














                                  SURVEY CONTROL DATA
                                
                             STATE=TX
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1241 ***********************************************************************
 AB1241  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1241  DESIGNATION -  0 USE
 AB1241  PID         -  AB1241
 AB1241  STATE/COUNTY-  TX/CAMERON
 AB1241  USGS QUAD   -  PORT ISABEL (1983)
 AB1241
 AB1241                         *CURRENT SURVEY CONTROL
 AB1241  ___________________________________________________________________
 AB1241* NAD 83(1986)-  26 04 05.     (N)    097 09 20.     (W)     SCALED    
 AB1241* NAVD 88     -         1.493  (meters)       4.90   (feet)  ADJUSTED  
 AB1241  ___________________________________________________________________
 AB1241  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 AB1241  DYNAMIC HT  -           1.490 (meters)       4.89  (feet)  COMP
 AB1241  MODELED GRAV-     979,069.5   (mgal)                       NAVD 88
 AB1241
 AB1241  VERT ORDER  -  FIRST     CLASS II
 AB1241
 AB1241.The horizontal coordinates were scaled from a topographic map and have
 AB1241.an estimated accuracy of +/- 6 seconds.
 AB1241
 AB1241.The orthometric height was determined by differential leveling
 AB1241.and adjusted by the National Geodetic Survey in June 1991..
 AB1241
 AB1241.This Tidal Bench Mark is designated as VM 1817
 AB1241.by the Center for Operational Oceanographic Products and Services.
 AB1241
 AB1241.The geoid height was determined by GEOID03.
 AB1241
 AB1241.The dynamic height is computed by dividing the NAVD 88
 AB1241.geopotential number by the normal gravity value computed on the
 AB1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1241.degrees latitude (g = 980.6199 gals.).
 AB1241
 AB1241.The modeled gravity was interpolated from observed gravity values.
 AB1241
 AB1241;                    North         East    Units  Estimated Accuracy
 AB1241;SPC TX S     - 5,045,190.      434,530.      MT  (+/- 180 meters Scaled)
 AB1241
 AB1241                          SUPERSEDED SURVEY CONTROL
 AB1241
 AB1241.No superseded survey control is available for this station.
 AB1241
 AB1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP845845(NAD 83)
 AB1241_MARKER: DJ = TIDAL STATION DISK
 AB1241_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB1241_SP_SET: LARGE ROCK JETTIES
 AB1241_STAMPING: 0 1934
 AB1241_MARK LOGO: USE   
 AB1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1241+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2006
 AB1241
 AB1241  HISTORY     - Date     Condition        Report By
 AB1241  HISTORY     - 1934     MONUMENTED       USE
 AB1241  HISTORY     - 1982     GOOD             NGS
 AB1241  HISTORY     - 19910306 GOOD             USPSQD
 AB1241  HISTORY     - 19971011 GOOD             USPSQD
 AB1241  HISTORY     - 20060101 GOOD             USPSQD
 AB1241
 AB1241                          STATION DESCRIPTION
 AB1241
 AB1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1241'2.2 KM (1.4 MI) SE FROM SOUTH PADRE ISLAND.
 AB1241'2.2 KM (1.4 MI) SOUTHEAST ALONG STATE PARK ROAD 100 SOUTH FROM THE
 AB1241'JUNCTION OF STATE PARK ROAD 100 NORTH AND STATE PARK ROAD 100 WEST IN
 AB1241'SOUTH PADRE ISLAND TO THE JETTIES RESTAURANT AND LOUNGE THAT IS
 AB1241'LOCATED AT THE EXTREME SOUTHEAST END OF SOUTH PADRE ISLAND BY THE
 AB1241'NORTH END OF THE JETTIES, A USE DISK SET IN THE CENTER OF THE NORTH
 AB1241'JETTY AT THE ENTRANCE TO PORT ISABEL CHANNEL ON SOUTH PADRE ISLAND,
 AB1241'80.7 METERS (265.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 AB1241'RESTAURANT, 11.8 METERS (39.0 FT) SOUTHEAST OF THE SOUTHWEST END OF A
 AB1241'CONCRETE WALL 1.2 METERS (4.0 FT) HIGH AND 15.2 METERS (50.0 FT) LONG,
 AB1241'AND 40.5 METERS (133.0 FT) NORTHWEST OF BENCH MARK 1 USE 1934.
 AB1241
 AB1241                          STATION RECOVERY (1991)
 AB1241
 AB1241'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1241'RECOVERED IN GOOD CONDITION.
 AB1241
 AB1241                          STATION RECOVERY (1997)
 AB1241
 AB1241'RECOVERY NOTE BY US POWER SQUADRON 1997
 AB1241'RECOVERED IN GOOD CONDITION.
 AB1241
 AB1241                          STATION RECOVERY (2006)
 AB1241
 AB1241'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AB1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6165 ***********************************************************************
 AW6165  DESIGNATION -  00 00 700L USE 1955
 AW6165  PID         -  AW6165
 AW6165  STATE/COUNTY-  TX/HARRIS
 AW6165  USGS QUAD   -  MORGANS POINT (1993)
 AW6165
 AW6165                         *CURRENT SURVEY CONTROL
 AW6165  ___________________________________________________________________
 AW6165* NAD 83(1993)-  29 40 59.14244(N)    094 58 47.11403(W)     ADJUSTED  
 AW6165* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6165  ___________________________________________________________________
 AW6165  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AW6165  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6165
 AW6165  HORZ ORDER  -  THIRD
 AW6165
 AW6165.The horizontal coordinates were established by classical geodetic methods
 AW6165.and adjusted by the National Geodetic Survey in February 1996..
 AW6165
 AW6165.The orthometric height was scaled from a topographic map.
 AW6165
 AW6165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6165
 AW6165.The geoid height was determined by GEOID03.
 AW6165
 AW6165;                    North         East     Units Scale Factor Converg.
 AW6165;SPC TXSC     - 4,211,690.309   989,002.438   MT  0.99988164   +1 58 10.4
 AW6165;SPC TXSC     -13,817,853.96  3,244,752.17   sFT  0.99988164   +1 58 10.4
 AW6165;UTM  15      - 3,285,309.910   308,433.996   MT  1.00005281   -0 58 50.4
 AW6165
 AW6165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6165!SPC TXSC     -   1.00000411  x   0.99988164  =   0.99988575
 AW6165!UTM  15      -   1.00000411  x   1.00005281  =   1.00005692
 AW6165
 AW6165                          SUPERSEDED SURVEY CONTROL
 AW6165
 AW6165  NAD 83(1986)-  29 40 59.15881(N)    094 58 47.09504(W) AD(       ) 3
 AW6165  NAD 27      -  29 40 58.33610(N)    094 58 46.35628(W) AD(       ) 3
 AW6165
 AW6165.Superseded values are not recommended for survey control.
 AW6165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6165.See file dsdata.txt to determine how the superseded data were derived.
 AW6165
 AW6165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0843485310(NAD 83)
 AW6165_MARKER: DD = SURVEY DISK
 AW6165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6165+STABILITY: SURFACE MOTION
 AW6165
 AW6165  HISTORY     - Date     Condition        Report By
 AW6165  HISTORY     - 1955     MONUMENTED       USE
 AW6165
 AW6165                          STATION DESCRIPTION
 AW6165
 AW6165'DESCRIBED BY US ENGINEERS 1955 (LFW)
 AW6165'LOCATED ALONG THE E BANK OF THE HOUSTON SHIP CHANNEL, ON
 AW6165'THE NW CORNER OF ATKINSON ISLAND, DIRECTLY ACROSS THE CHANNEL FROM
 AW6165'MORGAN POINT, 200 FT. S OF THE S BANK OF CEDAR BAYOU, AND
 AW6165'130 FT. E OF THE E BANK OF THE HOUSTON SHIP CHANNEL.
 AW6165'
 AW6165'A U.S.E. DISK, STAMPED 00+00 700 AND SET IN THE TOP OF A
 AW6165'15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6165'
 AW6165'THIS STATION IS ALONG THE 1948 TRAVERSE.
 AW6165'
 AW6165'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2971 ***********************************************************************
 AW2971  DESIGNATION -  0+00 650 USE
 AW2971  PID         -  AW2971
 AW2971  STATE/COUNTY-  TX/HARRIS
 AW2971  USGS QUAD   -  MORGANS POINT (1993)
 AW2971
 AW2971                         *CURRENT SURVEY CONTROL
 AW2971  ___________________________________________________________________
 AW2971* NAD 83(1986)-  29 41 02.     (N)    094 58 46.     (W)     SCALED    
 AW2971* NAVD 88     -         0.68   (+/-2cm)       2.2    (feet)  VERTCON   
 AW2971  ___________________________________________________________________
 AW2971  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2971
 AW2971  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2971
 AW2971.The horizontal coordinates were scaled from a topographic map and have
 AW2971.an estimated accuracy of +/- 6 seconds.
 AW2971
 AW2971.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2971.The vertical order pertains to the NGVD 29 superseded value.
 AW2971
 AW2971.The geoid height was determined by GEOID03.
 AW2971
 AW2971;                    North         East    Units  Estimated Accuracy
 AW2971;SPC TXSC     - 4,211,780.      989,030.      MT  (+/- 180 meters Scaled)
 AW2971
 AW2971                          SUPERSEDED SURVEY CONTROL
 AW2971
 AW2971  NGVD 29 (??/??/92)    0.67   (m)            2.2    (f) COMPUTED    1 2
 AW2971
 AW2971.Superseded values are not recommended for survey control.
 AW2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2971.See file dsdata.txt to determine how the superseded data were derived.
 AW2971
 AW2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN084853(NAD 83)
 AW2971_MARKER: DD = SURVEY DISK
 AW2971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2971_STAMPING: 0 + 00 650
 AW2971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2971+STABILITY: SURFACE MOTION
 AW2971
 AW2971  HISTORY     - Date     Condition        Report By
 AW2971  HISTORY     - UNK      MONUMENTED       USE
 AW2971  HISTORY     - 1958     GOOD             NGS
 AW2971  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2971
 AW2971                          STATION DESCRIPTION
 AW2971
 AW2971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2971'0.15 MI NE FROM MORGAN POINT.
 AW2971'ABOUT 0.15 MILE NORTHEAST, ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2971'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHWEST
 AW2971'END OF ATKINSON ISLAND, 181 FEET NORTH-NORTHWEST OF A CLAY RIDGE, 70
 AW2971'YARDS SOUTHEAST OF THE NORTHWEST END OF THE ISLAND, 60 FEET NORTHEAST
 AW2971'OF THE HIGH WATER LINE, AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW2971'THE GROUND.
 AW2971
 AW2971                          STATION RECOVERY (1964)
 AW2971
 AW2971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2972 ***********************************************************************
 AW2972  DESIGNATION -  0+000 700
 AW2972  PID         -  AW2972
 AW2972  STATE/COUNTY-  TX/HARRIS
 AW2972  USGS QUAD   -  MORGANS POINT (1993)
 AW2972
 AW2972                         *CURRENT SURVEY CONTROL
 AW2972  ___________________________________________________________________
 AW2972* NAD 83(1986)-  29 41 00.     (N)    094 58 46.     (W)     SCALED    
 AW2972* NAVD 88     -         0.72   (+/-2cm)       2.4    (feet)  VERTCON   
 AW2972  ___________________________________________________________________
 AW2972  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2972
 AW2972  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2972
 AW2972.The horizontal coordinates were scaled from a topographic map and have
 AW2972.an estimated accuracy of +/- 6 seconds.
 AW2972
 AW2972.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2972.The vertical order pertains to the NGVD 29 superseded value.
 AW2972
 AW2972.The geoid height was determined by GEOID03.
 AW2972
 AW2972;                    North         East    Units  Estimated Accuracy
 AW2972;SPC TXSC     - 4,211,720.      989,030.      MT  (+/- 180 meters Scaled)
 AW2972
 AW2972                          SUPERSEDED SURVEY CONTROL
 AW2972
 AW2972  NGVD 29 (??/??/92)    0.715  (m)            2.35   (f) ADJ UNCH    1 2
 AW2972
 AW2972.Superseded values are not recommended for survey control.
 AW2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2972.See file dsdata.txt to determine how the superseded data were derived.
 AW2972
 AW2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN084853(NAD 83)
 AW2972_MARKER: DD = SURVEY DISK
 AW2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2972_STAMPING: 0+000 700
 AW2972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2972+STABILITY: SURFACE MOTION
 AW2972
 AW2972  HISTORY     - Date     Condition        Report By
 AW2972  HISTORY     - UNK      MONUMENTED       USE
 AW2972  HISTORY     - 1964     GOOD             NGS
 AW2972
 AW2972                          STATION DESCRIPTION
 AW2972
 AW2972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2972'0.15 MI NE FROM MORGAN POINT.
 AW2972'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2972'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, 77 YARDS NORTHWEST
 AW2972'OF THE CREST OF A CLAY RIDGE, 42 FEET NORTHEAST OF THE HIGHWATER LINE,
 AW2972'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. NOTE--
 AW2972'THIS MARK IS ON THE NORTHWEST END OF ATKINSON ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2973 ***********************************************************************
 AW2973  DESIGNATION -  0+000 800
 AW2973  PID         -  AW2973
 AW2973  STATE/COUNTY-  TX/HARRIS
 AW2973  USGS QUAD   -  MORGANS POINT (1993)
 AW2973
 AW2973                         *CURRENT SURVEY CONTROL
 AW2973  ___________________________________________________________________
 AW2973* NAD 83(1986)-  29 40 59.     (N)    094 58 46.     (W)     SCALED    
 AW2973* NAVD 88     -         0.84   (+/-2cm)       2.8    (feet)  VERTCON   
 AW2973  ___________________________________________________________________
 AW2973  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2973
 AW2973  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2973
 AW2973.The horizontal coordinates were scaled from a topographic map and have
 AW2973.an estimated accuracy of +/- 6 seconds.
 AW2973
 AW2973.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2973.The vertical order pertains to the NGVD 29 superseded value.
 AW2973
 AW2973.The geoid height was determined by GEOID03.
 AW2973
 AW2973;                    North         East    Units  Estimated Accuracy
 AW2973;SPC TXSC     - 4,211,690.      989,030.      MT  (+/- 180 meters Scaled)
 AW2973
 AW2973                          SUPERSEDED SURVEY CONTROL
 AW2973
 AW2973  NGVD 29 (??/??/92)    0.840  (m)            2.76   (f) ADJ UNCH    1 2
 AW2973
 AW2973.Superseded values are not recommended for survey control.
 AW2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2973.See file dsdata.txt to determine how the superseded data were derived.
 AW2973
 AW2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN084853(NAD 83)
 AW2973_MARKER: DD = SURVEY DISK
 AW2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2973_STAMPING: 0+000 800
 AW2973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2973+STABILITY: SURFACE MOTION
 AW2973
 AW2973  HISTORY     - Date     Condition        Report By
 AW2973  HISTORY     - UNK      MONUMENTED       USE
 AW2973  HISTORY     - 1964     GOOD             NGS
 AW2973
 AW2973                          STATION DESCRIPTION
 AW2973
 AW2973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2973'0.15 MI NE FROM MORGAN POINT.
 AW2973'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2973'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHWEST
 AW2973'END OF ATKINSON ISLAND, 60 YARDS NORTHWEST OF THE CENTER OF A CLAY
 AW2973'RIDGE, 142 FEET NORTHEAST OF THE HIGH WATER LINE, ABOUT 70 YARDS
 AW2973'SOUTHEAST OF THE NORTHWEST END OF THE ISLAND, 104 FEET NORTHWEST OF A
 AW2973'SMALL TREE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW2973'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8094 ***********************************************************************
 AC8094  SACS        -  This is a Secondary Airport Control Station.
 AC8094  DESIGNATION -  00R C
 AC8094  PID         -  AC8094
 AC8094  STATE/COUNTY-  TX/POLK
 AC8094  USGS QUAD   -  BLANCHARD (1972)
 AC8094
 AC8094                         *CURRENT SURVEY CONTROL
 AC8094  ___________________________________________________________________
 AC8094* NAD 83(1993)-  30 40 58.66338(N)    095 00 46.04933(W)     ADJUSTED  
 AC8094* NAVD 88     -        44.87   (meters)     147.2    (feet)  GPS OBS   
 AC8094  ___________________________________________________________________
 AC8094  X           -    -479,708.262 (meters)                     COMP
 AC8094  Y           -  -5,469,027.575 (meters)                     COMP
 AC8094  Z           -   3,235,723.926 (meters)                     COMP
 AC8094  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AC8094  ELLIP HEIGHT-          17.41  (meters)          (03/15/01) GPS OBS
 AC8094  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AC8094
 AC8094  HORZ ORDER  -  FIRST
 AC8094  ELLP ORDER  -  FOURTH    CLASS II
 AC8094
 AC8094.This mark is at Livingston Muni (00R) Airport (00R)
 AC8094
 AC8094.The horizontal coordinates were established by GPS observations
 AC8094.and adjusted by the National Geodetic Survey in May 1997..
 AC8094
 AC8094.The orthometric height was determined by GPS observations and a
 AC8094.high-resolution geoid model.
 AC8094
 AC8094.GPS derived orthometric heights for airport stations designated as
 AC8094.PACS or SACS are published to 2 decimal places.  This maintains
 AC8094.centimeter relative accuracy between the PACS and SACS.  It does
 AC8094.not indicate centimeter accuracy relative to other marks which are
 AC8094.part of the NAVD 88 network.
 AC8094
 AC8094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8094
 AC8094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8094
 AC8094.The ellipsoidal height was determined by GPS observations
 AC8094.and is referenced to NAD 83.
 AC8094
 AC8094.The geoid height was determined by GEOID03.
 AC8094
 AC8094;                    North         East     Units Scale Factor Converg.
 AC8094;SPC TX C     - 3,124,849.791 1,209,560.950   MT  0.99989709   +2 44 25.4
 AC8094;SPC TX C     -10,252,111.36  3,968,367.88   sFT  0.99989709   +2 44 25.4
 AC8094;UTM  15      - 3,396,195.616   307,194.807   MT  1.00005859   -1 01 38.7
 AC8094
 AC8094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8094!SPC TX C     -   0.99999727  x   0.99989709  =   0.99989436
 AC8094!UTM  15      -   0.99999727  x   1.00005859  =   1.00005586
 AC8094
 AC8094                          SUPERSEDED SURVEY CONTROL
 AC8094
 AC8094  ELLIP H (05/01/97)   17.56   (m)                       GP(       ) 4 2
 AC8094
 AC8094.Superseded values are not recommended for survey control.
 AC8094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8094.See file dsdata.txt to determine how the superseded data were derived.
 AC8094
 AC8094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0719596196(NAD 83)
 AC8094_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8094_STAMPING: 00R C 1995
 AC8094_MARK LOGO: NGS   
 AC8094_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8094+STABILITY: SURFACE MOTION
 AC8094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8094+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8094
 AC8094  HISTORY     - Date     Condition        Report By
 AC8094  HISTORY     - 1995     MONUMENTED       NGS
 AC8094
 AC8094                          STATION DESCRIPTION
 AC8094
 AC8094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AC8094'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF LIVINGSTON AT THE
 AC8094'LIVINGSTON MUNICIPAL AIRPORT ON THE NORTHEAST SIDE OF RUNWAY END 30
 AC8094'NEAR THE SOUTHEAST SIDE OF THE AIRPORT.  OWNERSHIP--CITY OF
 AC8094'LIVINGSTON, 200 WEST CHURCH STREET, LIVINGSTON, TX 77351.  PHONE (409)
 AC8094'327-4311.  AIRPORT MANAGER IS SAM GORDEN PHONE (409) 327-4311 OR DAN
 AC8094'BURROWS (409) 566-4229.  TO REACH THE STATION FROM THE JUNCTION OF
 AC8094'NORTHBOUND LANE OF STATE HIGHWAY 59 (AT EXIT FOR STATE HIGHWAY 190)
 AC8094'AND STATE HIGHWAY 190, ON THE WEST SIDE OF LIVINGSTON, FROM THE END OF
 AC8094'THE EXIT RAMP OF STATE HIGHWAY 59, GO WEST ON STATE HIGHWAY 190 FOR
 AC8094'1.0 MI (1.6 KM) TO THE JUNCTION OF COUNTY ROAD 350 SOUTH ON THE LEFT.
 AC8094'TURN LEFT, SOUTH-SOUTHWEST, ON COUNTY ROAD 350 FOR 4.1 MI (6.6 KM) TO
 AC8094'THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND PROCEED
 AC8094'SOUTHERLY ON THE AIRPORT ENTRANCE ROAD FOR 0.3 MI (0.5 KM) TO A
 AC8094'TAXIWAY AND AIRPORT OFFICE AND HANGAR STRAIGHT AHEAD. TURN RIGHT,
 AC8094'SOUTHWEST, ON THE TAXIWAY TO THE JUNCTION OF RUNWAY 12. TURN LEFT,
 AC8094'SOUTHEAST, ON TO THE RUNWAY AND PROCEED FOR 0.65 MI (1.05 KM)
 AC8094'SOUTHEAST ON THE RUNWAY TO THE STATION ON THE LEFT.  THE STATION IS
 AC8094'0.25 MI (0.40 KM) SOUTHEAST OF STATION FAA 00R B.  THE STATION IS 36.8
 AC8094'M (120.7 FT) NORTHEAST OF CULVERT RUNNING UNDER THE RUNWAY, 20.3 M
 AC8094'(66.6 FT) EAST-SOUTHEAST OF THE EAST CORNER OF THE RUNUP PAD, 10.1 M
 AC8094'(33.1 FT) SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1708 ***********************************************************************
 AB1708  DESIGNATION -  011
 AB1708  PID         -  AB1708
 AB1708  STATE/COUNTY-  TX/WILLACY
 AB1708  USGS QUAD   -  SOUTH OF POTRERO LOPENO SE (1975)
 AB1708
 AB1708                         *CURRENT SURVEY CONTROL
 AB1708  ___________________________________________________________________
 AB1708* NAD 83(1993)-  26 33 44.13220(N)    097 16 28.57991(W)     ADJUSTED  
 AB1708* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 AB1708  ___________________________________________________________________
 AB1708  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AB1708  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AB1708
 AB1708  HORZ ORDER  -  SECOND
 AB1708
 AB1708.The horizontal coordinates were established by classical geodetic methods
 AB1708.and adjusted by the National Geodetic Survey in February 1996..
 AB1708
 AB1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1708
 AB1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1708
 AB1708.The geoid height was determined by GEOID03.
 AB1708
 AB1708;                    North         East     Units Scale Factor Converg.
 AB1708;SPC TX S     - 5,099,817.509   422,082.583   MT  0.99992392   +0 33 22.8
 AB1708;SPC TX S     -16,731,651.28  1,384,782.61   sFT  0.99992392   +0 33 22.8
 AB1708;UTM  14      - 2,939,110.250   671,858.880   MT  0.99996465   +0 46 18.2
 AB1708
 AB1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1708!SPC TX S     -   1.00000313  x   0.99992392  =   0.99992705
 AB1708!UTM  14      -   1.00000313  x   0.99996465  =   0.99996778
 AB1708
 AB1708                          SUPERSEDED SURVEY CONTROL
 AB1708
 AB1708  NAD 83(1986)-  26 33 44.14849(N)    097 16 28.54511(W) AD(       ) 2
 AB1708  NGVD 29 (06/28/90)    2.8    (m)            9.     (f) VERT ANG       
 AB1708
 AB1708.Superseded values are not recommended for survey control.
 AB1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1708.See file dsdata.txt to determine how the superseded data were derived.
 AB1708
 AB1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7185939110(NAD 83)
 AB1708_MARKER: DD = SURVEY DISK
 AB1708_SETTING: 0 = UNSPECIFIED SETTING
 AB1708_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1708+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 AB1708
 AB1708  HISTORY     - Date     Condition        Report By
 AB1708  HISTORY     - 1985     MONUMENTED       NGS
 AB1708  HISTORY     - 20040307 GOOD             USPSQD
 AB1708
 AB1708                          STATION DESCRIPTION
 AB1708
 AB1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1708'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) EAST OF PORT MANSFIELD,
 AB1708'NEAR THE WEST END OF THE SOUTH JETTY AT THE PORT MANSFIELD CHANNEL,
 AB1708'THROUGH PADRE ISLAND.
 AB1708'OWNERSHIP--DEPT OF ARMY CORPS OF ENGINEERS, 2 SCIENCE PARK, CORPUS
 AB1708'CHRISTI TX 78401, PHONE 512-888-3354.
 AB1708'
 AB1708'TO REACH THE STATION FROM THE U.S. COAST GUARD STATION IN PORT
 AB1708'MANSFIELD, GO EAST, BY BOAT FOR ABOUT 14.5 KM (9 MI) TO THE SOUTH
 AB1708'JETTY OF THE PORT MANSFIELD CHANNEL AND ON PADRE ISLAND AND THE
 AB1708'STATION. THE BOAT LANDED ON A SANDY BEACH AT THE WEST END OF THE
 AB1708'JETTY AND THEN PACKED EAST FOR 250 METERS (800 FT) ON THE JETTY TO
 AB1708'THE STATION.
 AB1708'
 AB1708'THE STATION IS A STANDARD USE DISK
 AB1708'STAMPED---0+011---,
 AB1708'SET INTO A DRILL HOLE IN A 0.75 BY 1.5 METER GRANITE BOULDER.
 AB1708'LOCATED
 AB1708'200 METERS (650 FT) EAST FROM THE BEND IN THE JETTY,
 AB1708'250 METERS (820 FT) EAST-SOUTHEAST FROM THE PORT MANSFIELD CHAN LT
 AB1708'5 AND
 AB1708'2.0 METERS (6.6 FT) NORTH FROM THE CENTER OF THE JETTY AND ON TOP
 AB1708'OF THE JETTY.
 AB1708'
 AB1708'AZIMUTH MARK NO. 1 IS A STANDARD USE DISK
 AB1708'STAMPED---532---,
 AB1708'SET INTO A DRILL HOLE IN A GRANITE BOULDER WITH AN APPROXIMATE
 AB1708'DIAMETER OF 1.5 METER. THE BOULDER IS PART OF THE NORTH JETTY OF
 AB1708'THE PORT MANSFIELD SHIP CHANNEL. LOCATED
 AB1708'61 METERS (200 FT) EAST FROM THE APPROXIMATE BEGINNING OF THE JETTY,
 AB1708'12.2 METERS (40 FT) NORTH FROM THE APPROXIMATE SOUTH EDGE OF THE
 AB1708'JETTY AND
 AB1708'9.1 METERS (30 FT) SOUTH FROM THE APPROXIMATE NORTH EDGE OF THE
 AB1708'JETTY.
 AB1708'TO REACH THE AZIMUTH FROM THE STATION,
 AB1708'GO SOUTH FOR 342 METERS (1122 FT) BY BOAT ACROSS CHANNEL TO MARK
 AB1708'AS DESCRIBED.
 AB1708'
 AB1708'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 AB1708'
 AB1708'NO REFERENCE MARKS SET FOR THIS STATION.
 AB1708'
 AB1708'AN EDM TIE WAS MADE TO STATIONS LEIGH AND 532 USE.
 AB1708'
 AB1708'DESCRIBED BY R. T. WOODRUFF.
 AB1708
 AB1708                          STATION RECOVERY (2004)
 AB1708
 AB1708'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AB1708'TO LOCATE TRAVELING BY LAND REQUIRES THE USE OF A 4-WHEEL DRIVE
 AB1708'VEHICLE.  FROM SOUTH PADRE ISLAND TRAVEL NORTH ALONG THE SHORELINE
 AB1708'APPROX. 30 MILES TO THE PT. MANSFIELD JETTIES.  HIKE WEST ALONG THE
 AB1708'JETTY.  HAND HELD GARMIN GPS MARKED THE LOCATION AS N26.33.739,
 AB1708'W097.16.474
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0181 ***********************************************************************
 AB0181  DESIGNATION -  0.22 CCO
 AB0181  PID         -  AB0181
 AB0181  STATE/COUNTY-  TX/CAMERON
 AB0181  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0181
 AB0181                         *CURRENT SURVEY CONTROL
 AB0181  ___________________________________________________________________
 AB0181* NAD 83(1986)-  25 57 50.     (N)    097 34 54.     (W)     SCALED    
 AB0181* NAVD 88     -        13.347  (meters)      43.79   (feet)  ADJUSTED  
 AB0181  ___________________________________________________________________
 AB0181  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 AB0181  DYNAMIC HT  -          13.325 (meters)      43.72  (feet)  COMP
 AB0181  MODELED GRAV-     979,023.4   (mgal)                       NAVD 88
 AB0181
 AB0181  VERT ORDER  -  SECOND    CLASS 0
 AB0181
 AB0181.The horizontal coordinates were scaled from a topographic map and have
 AB0181.an estimated accuracy of +/- 6 seconds.
 AB0181
 AB0181.The orthometric height was determined by differential leveling
 AB0181.and adjusted by the National Geodetic Survey in June 1991..
 AB0181
 AB0181.The geoid height was determined by GEOID03.
 AB0181
 AB0181.The dynamic height is computed by dividing the NAVD 88
 AB0181.geopotential number by the normal gravity value computed on the
 AB0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0181.degrees latitude (g = 980.6199 gals.).
 AB0181
 AB0181.The modeled gravity was interpolated from observed gravity values.
 AB0181
 AB0181;                    North         East    Units  Estimated Accuracy
 AB0181;SPC TX S     - 5,033,270.      391,970.      MT  (+/- 180 meters Scaled)
 AB0181
 AB0181                          SUPERSEDED SURVEY CONTROL
 AB0181
 AB0181  NGVD 29 (??/??/92)   13.434  (m)           44.07   (f) ADJ UNCH    2 0
 AB0181
 AB0181.Superseded values are not recommended for survey control.
 AB0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0181.See file dsdata.txt to determine how the superseded data were derived.
 AB0181
 AB0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP419724(NAD 83)
 AB0181_MARKER: DD = SURVEY DISK
 AB0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0181_SP_SET: CULVERT
 AB0181_STAMPING: O 22 43.86
 AB0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0181
 AB0181  HISTORY     - Date     Condition        Report By
 AB0181  HISTORY     - UNK      MONUMENTED
 AB0181  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0181
 AB0181                          STATION DESCRIPTION
 AB0181
 AB0181'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0181'6.2 MI NW FROM BROWNSVILLE.
 AB0181'6.2 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0181'AT BROWNSVILLE, CAMERON COUNTY, 120 FEET SOUTH OF THE SOUTH CORNER OF
 AB0181'A SMALL FRAMEHOUSE, AT A 2- BY 4-FOOT CONCRETE-BOX CULVERT UNDER THE
 AB0181'HIGHWAY, IN THE CENTER OF THE TOP OF THE NORTHEAST HEADWALL, 15 FEET
 AB0181'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER
 AB0181'THAN THE HIGHWAY.  NOTE-- THE CULVERT WAS PROBABLY REMOVED IN THE
 AB0181'RECENT RELOCATION OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6071 ***********************************************************************
 AC6071  SACS        -  This is a Secondary Airport Control Station.
 AC6071  DESIGNATION -  03XS A
 AC6071  PID         -  AC6071
 AC6071  STATE/COUNTY-  TX/JIM HOGG
 AC6071  USGS QUAD   -  HEBBRONVILLE (1967)
 AC6071
 AC6071                         *CURRENT SURVEY CONTROL
 AC6071  ___________________________________________________________________
 AC6071* NAD 83(1993)-  27 21 16.04905(N)    098 44 35.18985(W)     ADJUSTED  
 AC6071* NAVD 88     -       200.62   (meters)     658.2    (feet)  GPS OBS   
 AC6071  ___________________________________________________________________
 AC6071  X           -    -861,729.155 (meters)                     COMP
 AC6071  Y           -  -5,603,226.747 (meters)                     COMP
 AC6071  Z           -   2,913,236.091 (meters)                     COMP
 AC6071  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AC6071  ELLIP HEIGHT-         175.30  (meters)          (01/31/01) GPS OBS
 AC6071  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AC6071
 AC6071  HORZ ORDER  -  FIRST
 AC6071  ELLP ORDER  -  FIFTH     CLASS II
 AC6071
 AC6071.This mark is at Jim Hogg Co (03XS) Airport (03XS)
 AC6071
 AC6071.The horizontal coordinates were established by GPS observations
 AC6071.and adjusted by the National Geodetic Survey in February 1997..
 AC6071
 AC6071.The orthometric height was determined by GPS observations and a
 AC6071.high-resolution geoid model.
 AC6071
 AC6071.GPS derived orthometric heights for airport stations designated as
 AC6071.PACS or SACS are published to 2 decimal places.  This maintains
 AC6071.centimeter relative accuracy between the PACS and SACS.  It does
 AC6071.not indicate centimeter accuracy relative to other marks which are
 AC6071.part of the NAVD 88 network.
 AC6071
 AC6071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6071
 AC6071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6071
 AC6071.The ellipsoidal height was determined by GPS observations
 AC6071.and is referenced to NAD 83.
 AC6071
 AC6071.The geoid height was determined by GEOID03.
 AC6071
 AC6071;                    North         East     Units Scale Factor Converg.
 AC6071;SPC TX S     - 5,187,017.391   275,948.520   MT  0.99991373   -0 06 37.3
 AC6071;SPC TX S     -17,017,739.56    905,341.10   sFT  0.99991373   -0 06 37.3
 AC6071;UTM  14      - 3,025,721.897   525,407.209   MT  0.99960797   +0 07 04.9
 AC6071
 AC6071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6071!SPC TX S     -   0.99997246  x   0.99991373  =   0.99988620
 AC6071!UTM  14      -   0.99997246  x   0.99960797  =   0.99958044
 AC6071
 AC6071:                Primary Azimuth Mark                     Grid Az
 AC6071:SPC TX S     -  HEBBPORT                                 141 33 33.5
 AC6071:UTM  14      -  HEBBPORT                                 141 19 51.3
 AC6071
 AC6071|---------------------------------------------------------------------|
 AC6071| PID    Reference Object                     Distance      Geod. Az  |
 AC6071|                                                           dddmmss.s |
 AC6071| AJ1455 HEBBPORT                            434.655 METERS 1412656.2 |
 AC6071|---------------------------------------------------------------------|
 AC6071
 AC6071                          SUPERSEDED SURVEY CONTROL
 AC6071
 AC6071  ELLIP H (02/19/97)  175.43   (m)                       GP(       ) 5 2
 AC6071
 AC6071.Superseded values are not recommended for survey control.
 AC6071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6071.See file dsdata.txt to determine how the superseded data were derived.
 AC6071
 AC6071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2540725722(NAD 83)
 AC6071_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6071_SETTING: 66 = SET IN ROCK OUTCROP
 AC6071_STAMPING: 03XS A 1995
 AC6071_MARK LOGO: NGS   
 AC6071_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6071+STABILITY: POSITION/ELEVATION WELL
 AC6071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6071+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6071
 AC6071  HISTORY     - Date     Condition        Report By
 AC6071  HISTORY     - 1995     MONUMENTED       NGS
 AC6071
 AC6071                          STATION DESCRIPTION
 AC6071
 AC6071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6071'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHWEST OF HEBBRONVILLE,
 AC6071'0.6 KM (0.35 MI) SOUTH OF THE DUVAL-JIM HOGG COUNTY LINE AT THE JIM
 AC6071'HOGG COUNTY AIRPORT.  NEAR THE NORTHWEST END OF THE AIRPORT, SET IN
 AC6071'BEDROCK BETWEEN THE MOST NORTHWEST CONNECTOR AND THE NORTHWEST BOUNDRY
 AC6071'FENCE.  OWNERSHIP--JIM HOGG COUNTY, ROMER VASQUE, COUNTY JUDGE
 AC6071'HEBBRONVILLE, TX.  78361.  AIRPORT MANAGER GENE LONG, PHONE
 AC6071'512-527-4015 TO REACH THE STATION FROM THE COURTHOUSE IN HEBBRONVILLE.
 AC6071'GO NORTH ON STATE HIGHWAYS 16 AND 359, 0.48 KM (0.30 MI) TO A CROSS
 AC6071'STREET.  TURN LEFT, WEST, 8.21 KM (5.10 MI) ALONG HIGHWAY 359 TO THE
 AC6071'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTHEASTERLY, 0.33 KM
 AC6071'(0.20 MI) ALONG ENTRANCE ROAD TO A GATE AND THE OFFICE ON THE LEFT.
 AC6071'TURN LEFT, NORTHEAST, 0.09 KM (0.05 MI) THROUGH THE GATE AND ACROSS
 AC6071'THE APRON TO THE TAXI.  TURN LEFT, NORTHWEST, 0.35 KM (0.20 MI) ALONG
 AC6071'TAXI TO RUNWAY SIGN 13 AND THE STATION ON THE LEFT.  STATION IS 61.3 M
 AC6071'(201.1 FT) SOUTHEAST OF THE NORTHWEST BOUNDRY FENCE, 59.3 M (194.6 FT)
 AC6071'NORTHWEST OF THE CONNECTOR CENTERLINE, 36.1 M (118.4 FT) SOUTHWEST OF
 AC6071'THE EXTENDED RUNWAY 13 CENTERLINE, 2.6 M (8.5 FT) NORTHEAST OF AN
 AC6071'EXTENDED LINE WITH THE RUNWAY SIGNS, 0.4 M (1.3 FT) NORTHEAST OF A
 AC6071'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE CONNECTOR.
 AC6071'NOTE--THE STATION IS SET IN A 6X10 FOOT AREA OF OUT CROPING BEDROCK,
 AC6071'AND IS FLUSH WITH THE GROUND SURFACE.  MARK IS A SAC STATION.  BY R.G.
 AC6071'HAYES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0475 ***********************************************************************
 AX0475  DESIGNATION -  0.5
 AX0475  PID         -  AX0475
 AX0475  STATE/COUNTY-  TX/WHARTON
 AX0475  USGS QUAD   -  NEW TAITON (1981)
 AX0475
 AX0475                         *CURRENT SURVEY CONTROL
 AX0475  ___________________________________________________________________
 AX0475* NAD 83(1986)-  29 19 08.     (N)    096 15 48.     (W)     SCALED    
 AX0475* NAVD 88     -        38.06   (+/-2cm)     124.9    (feet)  VERTCON   
 AX0475  ___________________________________________________________________
 AX0475  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0475
 AX0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0475
 AX0475.The horizontal coordinates were scaled from a topographic map and have
 AX0475.an estimated accuracy of +/- 6 seconds.
 AX0475
 AX0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0475.The vertical order pertains to the NGVD 29 superseded value.
 AX0475
 AX0475.The geoid height was determined by GEOID03.
 AX0475
 AX0475;                    North         East    Units  Estimated Accuracy
 AX0475;SPC TXSC     - 4,167,750.      865,780.      MT  (+/- 180 meters Scaled)
 AX0475
 AX0475                          SUPERSEDED SURVEY CONTROL
 AX0475
 AX0475  NGVD 29 (??/??/92)   38.056  (m)          124.86   (f) ADJ UNCH    2 0
 AX0475
 AX0475.Superseded values are not recommended for survey control.
 AX0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0475.See file dsdata.txt to determine how the superseded data were derived.
 AX0475
 AX0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT657464(NAD 83)
 AX0475_MARKER: DB = BENCH MARK DISK
 AX0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0475_STAMPING: NO. 0.5
 AX0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0475+STABILITY: SURFACE MOTION
 AX0475
 AX0475  HISTORY     - Date     Condition        Report By
 AX0475  HISTORY     - UNK      MONUMENTED
 AX0475  HISTORY     - 1943     GOOD             NGS
 AX0475
 AX0475                          STATION DESCRIPTION
 AX0475
 AX0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0475'5.8 MI SW FROM GLENFLORA.
 AX0475'5.8 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 AX0475'GLENFLORA, SET AT A T ROAD, IN LINE WITH THE ROAD LEADING SOUTHWEST,
 AX0475'36 FEET NORTHEAST OF THE NORTHWEST-SOUTHEAST ROAD, 12.9 FEET
 AX0475'NORTH-NORTHWEST OF THE NORTHWEST GATE POST, 1.5 FEET SOUTHWEST OF
 AX0475'REFERENCE POST.  A DISK OF THE DEPARTMENT OF RECLAMATION OF TEXAS AND
 AX0475'SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2977 ***********************************************************************
 AW2977  DESIGNATION -  0+500 650
 AW2977  PID         -  AW2977
 AW2977  STATE/COUNTY-  TX/HARRIS
 AW2977  USGS QUAD   -  MORGANS POINT (1993)
 AW2977
 AW2977                         *CURRENT SURVEY CONTROL
 AW2977  ___________________________________________________________________
 AW2977* NAD 83(1986)-  29 40 56.     (N)    094 58 46.     (W)     SCALED    
 AW2977* NAVD 88     -         1.19   (+/-2cm)       3.9    (feet)  VERTCON   
 AW2977  ___________________________________________________________________
 AW2977  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2977
 AW2977  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2977
 AW2977.The horizontal coordinates were scaled from a topographic map and have
 AW2977.an estimated accuracy of +/- 6 seconds.
 AW2977
 AW2977.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2977.The vertical order pertains to the NGVD 29 superseded value.
 AW2977
 AW2977.The geoid height was determined by GEOID03.
 AW2977
 AW2977;                    North         East    Units  Estimated Accuracy
 AW2977;SPC TXSC     - 4,211,600.      989,040.      MT  (+/- 180 meters Scaled)
 AW2977
 AW2977                          SUPERSEDED SURVEY CONTROL
 AW2977
 AW2977  NGVD 29 (??/??/92)    1.190  (m)            3.90   (f) ADJ UNCH    1 2
 AW2977
 AW2977.Superseded values are not recommended for survey control.
 AW2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2977.See file dsdata.txt to determine how the superseded data were derived.
 AW2977
 AW2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN084852(NAD 83)
 AW2977_MARKER: DD = SURVEY DISK
 AW2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2977_STAMPING: 0+500 650
 AW2977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2977+STABILITY: SURFACE MOTION
 AW2977
 AW2977  HISTORY     - Date     Condition        Report By
 AW2977  HISTORY     - UNK      MONUMENTED       USE
 AW2977  HISTORY     - 1964     GOOD             NGS
 AW2977
 AW2977                          STATION DESCRIPTION
 AW2977
 AW2977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2977'0.3 MI SE FROM MORGAN POINT.
 AW2977'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2977'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, THENCE 0.15 MILE
 AW2977'SOUTHEAST ALONG THE SOUTHWEST SHORE OF ATKINSON ISLAND, 62 YARDS
 AW2977'NORTHWEST OF THE CREST OF A SMALL KNOLL, 14 FEET NORTHEAST OF THE HIGH
 AW2977'WATER LINE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW2977'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1486 ***********************************************************************
 AE1486  DESIGNATION -  068
 AE1486  PID         -  AE1486
 AE1486  STATE/COUNTY-  TX/HIDALGO
 AE1486  USGS QUAD   -  SAN JUAN SE (1962)
 AE1486
 AE1486                         *CURRENT SURVEY CONTROL
 AE1486  ___________________________________________________________________
 AE1486* NAD 83(1993)-  26 05 39.58324(N)    098 05 54.00316(W)     ADJUSTED  
 AE1486* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 AE1486  ___________________________________________________________________
 AE1486  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AE1486  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AE1486
 AE1486  HORZ ORDER  -  SECOND
 AE1486
 AE1486.The horizontal coordinates were established by classical geodetic methods
 AE1486.and adjusted by the National Geodetic Survey in February 1996..
 AE1486
 AE1486.The orthometric height was scaled from a topographic map.
 AE1486
 AE1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1486
 AE1486.The geoid height was determined by GEOID03.
 AE1486
 AE1486;                    North         East     Units Scale Factor Converg.
 AE1486;SPC TX S     - 5,047,447.088   340,182.386   MT  1.00001901   +0 10 56.5
 AE1486;SPC TX S     -16,559,832.65  1,116,081.71   sFT  1.00001901   +0 10 56.5
 AE1486;UTM  14      - 2,886,442.293   590,166.719   MT  0.99970038   +0 23 47.8
 AE1486
 AE1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1486!SPC TX S     -   0.99999979  x   1.00001901  =   1.00001880
 AE1486!UTM  14      -   0.99999979  x   0.99970038  =   0.99970017
 AE1486
 AE1486                          SUPERSEDED SURVEY CONTROL
 AE1486
 AE1486  NAD 83(1986)-  26 05 39.58908(N)    098 05 53.96618(W) AD(       ) 2
 AE1486  NAD 27      -  26 05 38.31130(N)    098 05 52.93672(W) AD(       ) 2
 AE1486
 AE1486.Superseded values are not recommended for survey control.
 AE1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1486.See file dsdata.txt to determine how the superseded data were derived.
 AE1486
 AE1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP9016786442(NAD 83)
 AE1486_MARKER: DB = BENCH MARK DISK
 AE1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1486
 AE1486  HISTORY     - Date     Condition        Report By
 AE1486  HISTORY     - 1947     MONUMENTED       IBC
 AE1486
 AE1486                          STATION DESCRIPTION
 AE1486
 AE1486'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1947 (RCB)
 AE1486'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF DONNA, ON LAND
 AE1486'OWNED BY MR. J.W. WARREN.  IT IS 36 FEET NORTH OF THE CENTERLINE
 AE1486'OF DIRT ROAD AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 AE1486'MARK IS A 4X4 CONCRETE POST THAT PROJECTS ABOUT 4 INCHES AND THE
 AE1486'DISK IS A STANDARD USBC BRONZE DISK STAMPED BM NO 068 1942.
 AE1486'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HANDY
 AE1486'AND THE DISTANCE WAS FOUND TO BE 78.272 METERS.
 AE1486'
 AE1486'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83
 AE1486'AND SOUTH FIFTH STREET IN DONNA GO SOUTH ON PAVED ROAD FOR 2.3
 AE1486'MILE TO A T-ROAD INTERSECTION, TURN LEFT ON FARM HIGHWAY 493
 AE1486'AND GO 4.55 MILE TO A RAILROAD CROSSING, CONTINUE STRAIGHT
 AE1486'AHEAD FOR 0.5 MILE TO A T-ROAD INTERSECTION, TURN RIGHT AND
 AE1486'GO 1.15 MILE TO A FORK IN ROAD IMMEDIATELY BEYOND BRIDGE OVER
 AE1486'IRRIGATION CANAL, TURN RIGHT AND GO 1.8 MILE TO STATION ON
 AE1486'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2779 ***********************************************************************
 AB2779  PACS        -  This is a Primary Airport Control Station.
 AB2779  DESIGNATION -  0F2 A
 AB2779  PID         -  AB2779
 AB2779  STATE/COUNTY-  TX/MONTAGUE
 AB2779  USGS QUAD   -  BOWIE (1978)
 AB2779
 AB2779                         *CURRENT SURVEY CONTROL
 AB2779  ___________________________________________________________________
 AB2779* NAD 83(1993)-  33 36 13.94401(N)    097 46 27.50357(W)     ADJUSTED  
 AB2779* NAVD 88     -       334.65   (meters)    1097.9    (feet)  GPS OBS   
 AB2779  ___________________________________________________________________
 AB2779  X           -    -719,367.029 (meters)                     COMP
 AB2779  Y           -  -5,269,079.138 (meters)                     COMP
 AB2779  Z           -   3,510,106.285 (meters)                     COMP
 AB2779  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 AB2779  ELLIP HEIGHT-         308.13  (meters)          (10/24/00) GPS OBS
 AB2779  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AB2779
 AB2779  HORZ ORDER  -  B
 AB2779  ELLP ORDER  -  FOURTH    CLASS II
 AB2779
 AB2779.This mark is at Bowie Muni (0F2) Airport (0F2)
 AB2779
 AB2779.The horizontal coordinates were established by GPS observations
 AB2779.and adjusted by the National Geodetic Survey in February 1996..
 AB2779
 AB2779.The orthometric height was determined by GPS observations and a
 AB2779.high-resolution geoid model.
 AB2779
 AB2779.GPS derived orthometric heights for airport stations designated as
 AB2779.PACS or SACS are published to 2 decimal places.  This maintains
 AB2779.centimeter relative accuracy between the PACS and SACS.  It does
 AB2779.not indicate centimeter accuracy relative to other marks which are
 AB2779.part of the NAVD 88 network.
 AB2779
 AB2779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2779
 AB2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2779
 AB2779.The ellipsoidal height was determined by GPS observations
 AB2779.and is referenced to NAD 83.
 AB2779
 AB2779.The geoid height was determined by GEOID03.
 AB2779
 AB2779;                    North         East     Units Scale Factor Converg.
 AB2779;SPC TXNC     - 2,215,053.424   667,346.637   MT  0.99991895   +0 23 44.8
 AB2779;SPC TXNC     - 7,267,221.11  2,189,453.09   sFT  0.99991895   +0 23 44.8
 AB2779;UTM  14      - 3,718,908.890   613,716.220   MT  0.99975942   +0 40 42.3
 AB2779
 AB2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2779!SPC TXNC     -   0.99995163  x   0.99991895  =   0.99987058
 AB2779!UTM  14      -   0.99995163  x   0.99975942  =   0.99971106
 AB2779
 AB2779:                Primary Azimuth Mark                     Grid Az
 AB2779:SPC TXNC     -  BOWPORT AZ MK                            189 21 38.6
 AB2779:UTM  14      -  BOWPORT AZ MK                            189 04 41.1
 AB2779
 AB2779|---------------------------------------------------------------------|
 AB2779| PID    Reference Object                     Distance      Geod. Az  |
 AB2779|                                                           dddmmss.s |
 AB2779| DN1426 BOWPORT AZ MK                       466.099 METERS 1894523.4 |
 AB2779| DN1425 BOWPORT                             323.275 METERS 33252     |
 AB2779|---------------------------------------------------------------------|
 AB2779
 AB2779                          SUPERSEDED SURVEY CONTROL
 AB2779
 AB2779  ELLIP H (02/20/96)  308.18   (m)                       GP(       ) 1 1
 AB2779
 AB2779.Superseded values are not recommended for survey control.
 AB2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2779.See file dsdata.txt to determine how the superseded data were derived.
 AB2779
 AB2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1371618909(NAD 83)
 AB2779_MARKER: I = METAL ROD
 AB2779_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2779_STAMPING: 0F2 A 1994
 AB2779_MARK LOGO: NGS   
 AB2779_PROJECTION: FLUSH
 AB2779_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2779+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 AB2779_ROD/PIPE-DEPTH: 4.33 meters
 AB2779_SLEEVE-DEPTH  : 1 meters
 AB2779
 AB2779  HISTORY     - Date     Condition        Report By
 AB2779  HISTORY     - 1994     MONUMENTED       NGS
 AB2779  HISTORY     - 20030621 GOOD             JCLS
 AB2779  HISTORY     - 20040728 GOOD             JCLS
 AB2779
 AB2779                          STATION DESCRIPTION
 AB2779
 AB2779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2779'THE STATION IS LOCATED ABOUT 50.0 MI (80.5 KM) WEST OF GAINESVILLE, 30
 AB2779'MI (48.3 KM) NORTH NORTHWEST OF DECATUR, 4.9 MI (7.9 KM) NORTHEAST OF
 AB2779'BOWIE AND AT THE BOWIE MUNICIPAL AIRPORT.  OWNERSHIP---CITY OF BOWIE,
 AB2779'RT.  4 BOX 798, BOWIE, TX 76230.  AIRPORT MANAGER IS RAY D.  WATSON.
 AB2779'PHONE (817) 872-2312.  TO REACH THE STATION FROM THE JUCTION OF US
 AB2779'HIGHWAY 81 AND STATE HIGHWAY 59 AT THE POST OFFICE IN BOWIE, GO
 AB2779'NORTHEAST ON STATE HIGHWAY 59 FOR 3.1 MI (5.0 KM) TO FARM ROAD 1758 ON
 AB2779'THE RIGHT.  CONTINUE AHEAD NORTHEAST ON STATE HIGHWAY 59 FOR 2.65 MI
 AB2779'(4.26 KM) TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON
 AB2779'AIRPORT ENTRANCE ROAD FOR 0.45 MI (0.72 KM) TO A GATE AT THE SOUTH
 AB2779'SIDE OF A MOBILE HOME.  TURN RIGHT AND GO WEST PASSING THROUGH GATE
 AB2779'FOR 0.1 MI (0.2 KM) TO A NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO NORTH
 AB2779'ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.  THE
 AB2779'STATION IS A STEEL ROD WITH A PUNCH HOLE IN THE TOP, ENCASED IN A 5
 AB2779'INCH PVC PIPE WITH A LOGO CAP SET IN CONCRETE FLUSH WITH GROUND.  IT
 AB2779'IS 90.6 FT (27.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A HANGER,
 AB2779'63.8 FT (19.4 M) EAST OF THE CENTER LINE OF THE TAXIWAY, 27.0 FT (8.2
 AB2779'M) SOUTH OF THE CENTER OF A ROAD AND 16.0 FT (4.9 M) NORTH OF THE
 AB2779'NORTH EDGE OF THE APRON.
 AB2779
 AB2779                          STATION RECOVERY (2003)
 AB2779
 AB2779'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AB2779'RECOVERED IN GOOD CONDITION.
 AB2779
 AB2779                          STATION RECOVERY (2004)
 AB2779
 AB2779'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AB2779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0092 ***********************************************************************
 CE0092  DESIGNATION -  1
 CE0092  PID         -  CE0092
 CE0092  STATE/COUNTY-  TX/EL PASO
 CE0092  USGS QUAD   -  EL PASO (1997)
 CE0092
 CE0092                         *CURRENT SURVEY CONTROL
 CE0092  ___________________________________________________________________
 CE0092* NAD 83(1986)-  31 51 27.     (N)    106 24 18.     (W)     SCALED    
 CE0092* NAVD 88     -      1187.568  (meters)    3896.21   (feet)  POSTED    
 CE0092  ___________________________________________________________________
 CE0092  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CE0092  DYNAMIC HT  -        1185.760 (meters)    3890.28  (feet)  COMP
 CE0092  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 CE0092
 CE0092  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0092
 CE0092.The horizontal coordinates were scaled from a topographic map and have
 CE0092.an estimated accuracy of +/- 6 seconds.
 CE0092
 CE0092.The orthometric height was determined by differential leveling
 CE0092.and adjusted by the National Geodetic Survey in 1992..
 CE0092.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0092.rate of 0.0 thru 1.0 mm/km.
 CE0092
 CE0092.The geoid height was determined by GEOID03.
 CE0092
 CE0092.The dynamic height is computed by dividing the NAVD 88
 CE0092.geopotential number by the normal gravity value computed on the
 CE0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0092.degrees latitude (g = 980.6199 gals.).
 CE0092
 CE0092.The modeled gravity was interpolated from observed gravity values.
 CE0092
 CE0092;                    North         East    Units  Estimated Accuracy
 CE0092;SPC TX C     - 3,258,550.      125,670.      MT  (+/- 180 meters Scaled)
 CE0092
 CE0092                          SUPERSEDED SURVEY CONTROL
 CE0092
 CE0092  NGVD 29 (??/??/92) 1187.034  (m)         3894.46   (f) ADJ UNCH    1 2
 CE0092
 CE0092.Superseded values are not recommended for survey control.
 CE0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0092.See file dsdata.txt to determine how the superseded data were derived.
 CE0092
 CE0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR670255(NAD 83)
 CE0092_MARKER: DD = SURVEY DISK
 CE0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0092_STAMPING: 1 NE SEC 11
 CE0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0092+STABILITY: SURFACE MOTION
 CE0092
 CE0092  HISTORY     - Date     Condition        Report By
 CE0092  HISTORY     - UNK      MONUMENTED       DOD
 CE0092  HISTORY     - 1954     GOOD             NGS
 CE0092  HISTORY     - 1978     GOOD             USGS
 CE0092
 CE0092                          STATION DESCRIPTION
 CE0092
 CE0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CE0092'9.5 MI NE FROM EL PASO.
 CE0092'9.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0092'STATION AT EL PASO, THENCE 0.5 MILE SOUTHEAST ALONG A DIM TRACK ROAD,
 CE0092'126 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, 111 FEET
 CE0092'NORTHEAST OF THE CENTER LINE OF A ROAD, 0.2 MILE SOUTHEAST OF A 2 OIL
 CE0092'STORAGE TANKS, BETWEEN 2 CEDAR POSTS, SET IN THE TOP OF A CONCRETE
 CE0092'POST WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.
 CE0092
 CE0092                          STATION RECOVERY (1978)
 CE0092
 CE0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CE0092'NORTH END OF SANTA FE RAILROAD BRIDGE OVER THE RIO GRANDE AT THE
 CE0092'SOUTH END OF THE EAST WING OF THE NORTH ABUTMENT OF THE SANTA FE
 CE0092'RAILROAD BRIDGE OVER THE RIO GRANDE. 25 FEET EAST OF THE EAST RAIL. A
 CE0092'BRONZE PLATE STAMPED '1' BETWEEN UNITED--STATES AT THE TOP CENTER OF
 CE0092'THE PLATE. 'NO PREVIOUS IDENTIFICATION STAMPING ON THE PLATE SET BY
 CE0092'THE INTERNATIONAL BOUNDRY AND WATER COMMISSION.'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0433 ***********************************************************************
 CE0433  DESIGNATION -  1
 CE0433  PID         -  CE0433
 CE0433  STATE/COUNTY-  TX/EL PASO
 CE0433  USGS QUAD   -  YSLETA NW (1994)
 CE0433
 CE0433                         *CURRENT SURVEY CONTROL
 CE0433  ___________________________________________________________________
 CE0433* NAD 83(1986)-  31 44 46.     (N)    106 29 10.     (W)     SCALED    
 CE0433* NAVD 88     -      1132.684  (meters)    3716.15   (feet)  ADJUSTED  
 CE0433  ___________________________________________________________________
 CE0433  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0433  DYNAMIC HT  -        1130.985 (meters)    3710.57  (feet)  COMP
 CE0433  MODELED GRAV-     979,101.4   (mgal)                       NAVD 88
 CE0433
 CE0433  VERT ORDER  -  FIRST     CLASS I
 CE0433
 CE0433.The horizontal coordinates were scaled from a topographic map and have
 CE0433.an estimated accuracy of +/- 6 seconds.
 CE0433
 CE0433.The orthometric height was determined by differential leveling
 CE0433.and adjusted by the National Geodetic Survey in November 1996..
 CE0433
 CE0433.The geoid height was determined by GEOID03.
 CE0433
 CE0433.The dynamic height is computed by dividing the NAVD 88
 CE0433.geopotential number by the normal gravity value computed on the
 CE0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0433.degrees latitude (g = 980.6199 gals.).
 CE0433
 CE0433.The modeled gravity was interpolated from observed gravity values.
 CE0433
 CE0433;                    North         East    Units  Estimated Accuracy
 CE0433;SPC TX C     - 3,246,640.      117,330.      MT  (+/- 180 meters Scaled)
 CE0433
 CE0433                          SUPERSEDED SURVEY CONTROL
 CE0433
 CE0433  NAVD 88 (06/15/91) 1132.696  (m)         3716.19   (f) UNKNOWN     1 1
 CE0433
 CE0433.Superseded values are not recommended for survey control.
 CE0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0433.See file dsdata.txt to determine how the superseded data were derived.
 CE0433
 CE0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR592132(NAD 83)
 CE0433_MARKER: DU = BOUNDARY MARKER
 CE0433_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0433_SP_SET: WINGWALL
 CE0433_MARK LOGO: IBWC  
 CE0433_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0433+STABILITY: SURFACE MOTION
 CE0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0433+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1992
 CE0433
 CE0433  HISTORY     - Date     Condition        Report By
 CE0433  HISTORY     - 1909     MONUMENTED       IBWC
 CE0433  HISTORY     - 1981     GOOD             NGS
 CE0433  HISTORY     - 19921122 GOOD             NGS
 CE0433
 CE0433                          STATION DESCRIPTION
 CE0433
 CE0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0433'IN EL PASO.
 CE0433'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CE0433'IN EL PASO, AT THE SANTA FE RAILROAD BRIDGE CROSSING THE RIO
 CE0433'GRANDE RIVER INTO MEXICO, 0.2 KM (0.1 MI) WEST OF THE EL PASO
 CE0433'STREET BRIDGE CROSSING INTO MEXICO, IN TOP OF THE SOUTH END OF
 CE0433'THE EAST WINGWALL OF THE NORTH ABUTMENT OF THE BRIDGE, 18.3
 CE0433'METERS (60.0 FT) SOUTH OF THE SOUTH CORNER OF A SMALL BRICK
 CE0433'BUILDING, AND 7.6 METERS (25.0 FT) EAST OF THE NEAR RAIL.  NOTE=
 CE0433'THE STAMPING HAS BEEN MUTILATED AND IS NOT LEGIBLE.
 CE0433
 CE0433                          STATION RECOVERY (1992)
 CE0433
 CE0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0433'IN EL PASO, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND THE RIO
 CE0433'GRANDE RIVER, IN TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF
 CE0433'THE NORTHEAST CONCRETE WINGWALL OF A RAILROAD BRIDGE SPANNING THE RIO
 CE0433'GRANDE RIVER, 0.1 KM (0.05 MI) WEST OF THE EL PASO STREET
 CE0433'INTERNATIONAL BRIDGE, 18.3 M (60.0 FT) SOUTH OF THE SOUTH CORNER OF A
 CE0433'SMALL BUILDING, 7.6 M (24.9 FT) EAST OF THE NEAR RAIL, AND LEVEL WITH
 CE0433'THE TRACK. NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0434 ***********************************************************************
 CE0434  DESIGNATION -  1
 CE0434  PID         -  CE0434
 CE0434  STATE/COUNTY-  TX/EL PASO
 CE0434  USGS QUAD   -  SMELTERTOWN (1994)
 CE0434
 CE0434                         *CURRENT SURVEY CONTROL
 CE0434  ___________________________________________________________________
 CE0434* NAD 83(1986)-  31 46 06.     (N)    106 30 42.     (W)     SCALED    
 CE0434* NAVD 88     -      1137.029  (meters)    3730.40   (feet)  ADJUSTED  
 CE0434  ___________________________________________________________________
 CE0434  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CE0434  DYNAMIC HT  -        1135.333 (meters)    3724.84  (feet)  COMP
 CE0434  MODELED GRAV-     979,109.1   (mgal)                       NAVD 88
 CE0434
 CE0434  VERT ORDER  -  FIRST     CLASS II
 CE0434
 CE0434.The horizontal coordinates were scaled from a topographic map and have
 CE0434.an estimated accuracy of +/- 6 seconds.
 CE0434
 CE0434.The orthometric height was determined by differential leveling
 CE0434.and adjusted by the National Geodetic Survey in June 1991..
 CE0434
 CE0434.The geoid height was determined by GEOID03.
 CE0434
 CE0434.The dynamic height is computed by dividing the NAVD 88
 CE0434.geopotential number by the normal gravity value computed on the
 CE0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0434.degrees latitude (g = 980.6199 gals.).
 CE0434
 CE0434.The modeled gravity was interpolated from observed gravity values.
 CE0434
 CE0434;                    North         East    Units  Estimated Accuracy
 CE0434;SPC TX C     - 3,249,240.      115,040.      MT  (+/- 180 meters Scaled)
 CE0434
 CE0434                          SUPERSEDED SURVEY CONTROL
 CE0434
 CE0434.No superseded survey control is available for this station.
 CE0434
 CE0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR568157(NAD 83)
 CE0434_MARKER: DB = BENCH MARK DISK
 CE0434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0434_SP_SET: CULVERT HEADWALL
 CE0434_MARK LOGO: IBWC  
 CE0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0434+STABILITY: SURFACE MOTION
 CE0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0434+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1994
 CE0434
 CE0434  HISTORY     - Date     Condition        Report By
 CE0434  HISTORY     - UNK      MONUMENTED       IBWC
 CE0434  HISTORY     - 1981     GOOD             NGS
 CE0434  HISTORY     - 19940415 GOOD             NGS
 CE0434
 CE0434                          STATION DESCRIPTION
 CE0434
 CE0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0434'2.1 KM (1.3 MI) NW FROM EL PASO.
 CE0434'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CE0434'2.1 KM (1.3 MI) NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 CE0434'RAILROAD FROM UNION STATION IN EL PASO, IN TOP OF THE SOUTH END
 CE0434'OF THE EAST HEADWALL OF A 12 BY 3 FT CONCRETE CULVERT, 32.3 METERS
 CE0434'(106.0 FT) WEST OF THE NEAR RAIL, 18.9 METERS (62.0 FT) EAST OF THE
 CE0434'EAST BANK OF THE RIO GRANDE RIVER, 14.6 METERS (48.0 FT) WEST OF
 CE0434'THE CENTERLINE OF THE EAST BOUND LANES OF PAISANO STREET, 11.0
 CE0434'METERS (36.0 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A CHAIN LINK
 CE0434'FENCE, 3.7 METERS (12.0 FT) EAST OF A FENCE AND 0.2 METER (0.5 FT)
 CE0434'NORTH OF THE SOUTH END OF THE HEADWALL.
 CE0434
 CE0434                          STATION RECOVERY (1994)
 CE0434
 CE0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0434'0.2 KM (0.10 MI) SOUTHERLY ALONG SOUTH KANSAS STREET FROM THE
 CE0434'COURTHOUSE IN EL PASO, THENCE 3.1 KM (1.90 MI) NORTHWESTERLY ALONG
 CE0434'PAISANO DRIVE, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE WEST END OF
 CE0434'THE SOUTH CONCRETE HEADWALL OF A BOX CULVERT OF THE FRANKLIN
 CE0434'IRRIGATION CANAL, 36.4 M (119.4 FT) WEST OF THE NEAR RAIL OF THE
 CE0434'SANTA FE RAILROAD, 14.6 M (47.9 FT) WEST OF THE CENTERLINE OF THE
 CE0434'SOUTHBOUND LANES OF THE DRIVE, 11.7 M (38.4 FT) SOUTHWEST OF A
 CE0434'CHAIN-LINK FENCE CORNER, 6.1 M (20.0 FT) SOUTHEAST OF AN EAST GATE
 CE0434'POST, 5.9 M (19.4 FT) SOUTH OF THE FENCE, AND 0.2 M (0.7 FT) BELOW
 CE0434'THE LEVEL OF THE DRIVE.  NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2341 ***********************************************************************
 AW2341  HT_MOD      -  This is a Height Modernization Survey Station.
 AW2341  DESIGNATION -  1
 AW2341  PID         -  AW2341
 AW2341  STATE/COUNTY-  TX/HARRIS
 AW2341  USGS QUAD   -  SETTEGAST (1995)
 AW2341
 AW2341                         *CURRENT SURVEY CONTROL
 AW2341  ___________________________________________________________________
 AW2341* NAD 83(1993)-  29 45 02.58202(N)    095 22 12.01479(W)     ADJUSTED  
 AW2341* NAVD 88     -        13.59   (meters)      44.6    (feet)  GPS OBS   
 AW2341  ___________________________________________________________________
 AW2341  X           -    -518,660.552 (meters)                     COMP
 AW2341  Y           -  -5,517,685.856 (meters)                     COMP
 AW2341  Z           -   3,146,406.016 (meters)                     COMP
 AW2341  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW2341  ELLIP HEIGHT-         -13.68  (meters)          (12/03/01) GPS OBS
 AW2341  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2341  DYNAMIC HT  -          13.57  (meters)      44.5   (feet)  COMP
 AW2341  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 AW2341
 AW2341  HORZ ORDER  -  FIRST
 AW2341  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2341  ELLP ORDER  -  FOURTH    CLASS II
 AW2341
 AW2341.The horizontal coordinates were established by GPS observations
 AW2341.and adjusted by the National Geodetic Survey in December 2001..
 AW2341
 AW2341.The orthometric height was determined by GPS observations and a
 AW2341.high-resolution geoid model using precise GPS observation and
 AW2341.processing techniques. It supersedes the leveled height previously
 AW2341.determined for this station.
 AW2341.WARNING-GPS observations at this control monument resulted in a GPS
 AW2341.derived orthometric height which differed from the leveled height by
 AW2341.more than one decimeter (0.1 meter).
 AW2341.The vertical order pertains to the first NAVD 88 superseded value.
 AW2341
 AW2341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2341
 AW2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2341
 AW2341.The ellipsoidal height was determined by GPS observations
 AW2341.and is referenced to NAD 83.
 AW2341
 AW2341.The geoid height was determined by GEOID03.
 AW2341
 AW2341.The dynamic height is computed by dividing the NAVD 88
 AW2341.geopotential number by the normal gravity value computed on the
 AW2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2341.degrees latitude (g = 980.6199 gals.).
 AW2341
 AW2341.The modeled gravity was interpolated from observed gravity values.
 AW2341
 AW2341;                    North         East     Units Scale Factor Converg.
 AW2341;SPC TXSC     - 4,217,946.523   951,021.680   MT  0.99988949   +1 46 42.2
 AW2341;SPC TXSC     -13,838,379.55  3,120,143.63   sFT  0.99988949   +1 46 42.2
 AW2341;UTM  15      - 3,293,516.305   270,816.047   MT  1.00024812   -1 10 35.7
 AW2341
 AW2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2341!SPC TXSC     -   1.00000215  x   0.99988949  =   0.99989164
 AW2341!UTM  15      -   1.00000215  x   1.00024812  =   1.00025027
 AW2341
 AW2341                          SUPERSEDED SURVEY CONTROL
 AW2341
 AW2341  ELLIP H (10/25/00)  -13.63   (m)                       GP(       ) 4 1
 AW2341  NAD 83(1993)-  29 45 02.58108(N)    095 22 12.01226(W) AD(       ) 1
 AW2341  ELLIP H (10/17/96)  -13.50   (m)                       GP(       ) 3 1
 AW2341  NAVD 88 (06/15/91)   13.693  (m)           44.92   (f) ADJUSTED    1 2
 AW2341  NGVD 29 (12/23/87)   13.689  (m)           44.91   (f) ADJUSTED    1 2
 AW2341
 AW2341.Superseded values are not recommended for survey control.
 AW2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2341.See file dsdata.txt to determine how the superseded data were derived.
 AW2341
 AW2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7081693516(NAD 83)
 AW2341_MARKER: I = METAL ROD
 AW2341_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 AW2341_SP_SET: STEEL ROD IN SLEEVE
 AW2341_MARK LOGO: NONE  
 AW2341_MAGNETIC: I = MARKER IS A STEEL ROD
 AW2341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2341+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1995
 AW2341
 AW2341  HISTORY     - Date     Condition        Report By
 AW2341  HISTORY     - UNK      MONUMENTED       MCCENG
 AW2341  HISTORY     - 1964     GOOD             NGS
 AW2341  HISTORY     - 1978     GOOD             NGS
 AW2341  HISTORY     - 1983     GOOD             NGS
 AW2341  HISTORY     - 1986     GOOD             NGS
 AW2341  HISTORY     - 1988     GOOD             USPSQD
 AW2341  HISTORY     - 1989     GOOD             USPSQD
 AW2341  HISTORY     - 19950510 GOOD             HGCSD
 AW2341
 AW2341                          STATION DESCRIPTION
 AW2341
 AW2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2341'1.5 MI SW FROM HOUSTON.
 AW2341'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AW2341'RAILROAD STATION AT HOUSTON, THENCE 1.1 MILES SOUTHWEST ALONG MAIN
 AW2341'STREET, ABOUT MIDWAY BETWEEN CALHOUN AND JEFFERSON STREETS, 165 FEET
 AW2341'NORTHEAST OF THE NORTHEAST CURB OF CALHOUN STREET, 79 FEET NORTHWEST
 AW2341'ACROSS MAIN STREET FROM THE SOUTHWEST CORNER OF THE HOUSTON BANK AND
 AW2341'TRUST COMPANY BUILDING, 28 FEET NORTHEAST OF THE CENTER OF THE SOUTH
 AW2341'ENTRANCE TO THE ROY BATES A AND B MOTOR COMPANY BUILDING, 13 1/2 FEET
 AW2341'SOUTHWEST OF A STREET LAMP POST, 5.8 FEET NORTHWEST OF THE NORTHWEST
 AW2341'CURB OF MAIN STREET, THE TOP OF A 1-INCH STEEL ROD 35 FEET LONG THAT
 AW2341'IS SET THROUGH A 2-INCH PIPE WHICH EXTENDS TO A DEPTH OF 30 FEET AND
 AW2341'IS PROTECTED BY A 4-INCH PIPE CAP FLUSH WITH A SIDEWALK.  NOTE-- THE
 AW2341'WRENCH FOR THE CAP MAY BE OBTAINED AT THE MCCLELLAND ENGINEERS OFFICE
 AW2341'WHICH IS LOCATED AT 6100 HILLCROFT STREET.
 AW2341
 AW2341                          STATION RECOVERY (1978)
 AW2341
 AW2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2341'RECOVERED IN GOOD CONDITION.
 AW2341
 AW2341                          STATION RECOVERY (1983)
 AW2341
 AW2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2341'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW2341'0.2 KM (0.15 MI) NORTHWEST ALONG CONGRESS STREET FROM THE INTERSECTION
 AW2341'OF SAN JACINTO STREET AT THE NORTH-NORTHEAST CORNER OF THE HARRIS
 AW2341'COUNTY CIVIL COURTS BUILDING IN HOUSTON, THENCE 1.4 KM (0.9 MI)
 AW2341'SOUTHWEST ALONG MAIN STREET, AT A POINT ABOUT MIDWAY BETWEEN CALHOUN
 AW2341'AND JEFFERSON STREETS, THE POINT IS THE TOP OF A 1 INCH STEEL ROD
 AW2341'10.6 METERS (35.0 FT) LONG IN A 2 INCH PIPE WHICH EXTENDS TO A DEPTH
 AW2341'OF 9.1 KM (30.0 FT) AND IS PROTECTED BY A 4 INCH PIPE CAP FLUSH WITH
 AW2341'THE SIDEWALK, NOTE, A 2 INCH SQUARE TUBING WRENCH IS NEEDED FOR ACCESS
 AW2341'TO THE MARK, 50.2 METERS (165.0 FT) NORTHEAST OF THE NORTHEAST CURB OF
 AW2341'CALHOUN STREET, 24.0 METERS (79.0 FT) NORTHWEST ACROSS MAIN STREET
 AW2341'FROM THE SOUTHWEST CORNER OF THE HOUSTON BANK AND TRUST COMPANY
 AW2341'BUILDING, 4.1 METERS (13.5 FT) SOUTHWEST OF A STREET LAMP POLE,
 AW2341'1.7 METERS (5.8 FT) NORTHWEST OF THE NORTHWEST CURB OF MAIN STREET.
 AW2341'THE MARK IS 0.2 M ABOVE MAIN STREET.
 AW2341
 AW2341                          STATION RECOVERY (1986)
 AW2341
 AW2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2341'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUITE EXCEPT THE
 AW2341'MARK WAS REPORTEDLY SET BY MCCLELLAND ENGINEERS.  A STEEL ROD DRIVEN
 AW2341'TO A DEPTH OF 35 FT, IN A GREASE-PACKED PIPE 30 FT DEEP.
 AW2341
 AW2341                          STATION RECOVERY (1988)
 AW2341
 AW2341'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW2341'RECOVERED IN GOOD CONDITION.
 AW2341
 AW2341                          STATION RECOVERY (1989)
 AW2341
 AW2341'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW2341'RECOVERED IN GOOD CONDITION.
 AW2341
 AW2341                          STATION RECOVERY (1995)
 AW2341
 AW2341'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW2341'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1993 ***********************************************************************
 BY1993  DESIGNATION -  1
 BY1993  PID         -  BY1993
 BY1993  STATE/COUNTY-  TX/HOUSTON
 BY1993  USGS QUAD   -  SAND RIDGE (1972)
 BY1993
 BY1993                         *CURRENT SURVEY CONTROL
 BY1993  ___________________________________________________________________
 BY1993* NAD 83(1986)-  31 06 19.     (N)    095 41 14.     (W)     SCALED    
 BY1993* NAVD 88     -        49.53   (+/-2cm)     162.5    (feet)  VERTCON   
 BY1993  ___________________________________________________________________
 BY1993  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1993
 BY1993  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1993
 BY1993.The horizontal coordinates were scaled from a topographic map and have
 BY1993.an estimated accuracy of +/- 6 seconds.
 BY1993
 BY1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1993.The vertical order pertains to the NGVD 29 superseded value.
 BY1993
 BY1993.The geoid height was determined by GEOID03.
 BY1993
 BY1993;                    North         East    Units  Estimated Accuracy
 BY1993;SPC TX C     - 3,168,730.    1,143,060.      MT  (+/- 180 meters Scaled)
 BY1993
 BY1993                          SUPERSEDED SURVEY CONTROL
 BY1993
 BY1993  NGVD 29 (??/??/92)   49.54   (m)          162.5    (f) COMPUTED    2 0
 BY1993
 BY1993.Superseded values are not recommended for survey control.
 BY1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1993.See file dsdata.txt to determine how the superseded data were derived.
 BY1993
 BY1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ437443(NAD 83)
 BY1993_MARKER: DD = SURVEY DISK
 BY1993_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY1993_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY1993_STAMPING: NO 1 163.30
 BY1993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1993
 BY1993  HISTORY     - Date     Condition        Report By
 BY1993  HISTORY     - UNK      MONUMENTED       TXRD
 BY1993  HISTORY     - 1947     GOOD             NGS
 BY1993
 BY1993                          STATION DESCRIPTION
 BY1993
 BY1993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1993'IN SAND RIDGE.
 BY1993'AT SAND RIDGE, 0.05 MILE SOUTH OF THE MURRAY FARMS HEADQUARTERS NO. 1,
 BY1993'AT THE NORTH END OF A CURVE IN STATE HIGHWAY NO. 21, 51.3 FEET EAST OF
 BY1993'THE CENTER OF THE HIGHWAY, 34.0 FEET NORTH OF THE CENTER OF A PRIVATE
 BY1993'ROAD LEADING EAST THROUGH A GATE, 14.0 FEET WEST OF A NORTH-SOUTH
 BY1993'FENCE LINE, 1.3 FOOT SOUTH OF A REFERENCE POST, A STATE OF TEXAS
 BY1993'RECLAMATION DEPARTMENT BRONZE DISK SET IN A 12-INCH TILE PIPE FILLED
 BY1993'WITH CONCRETE, ABOUT THE SAME ELEVATION AS THE HIGHWAY AND ABOUT FLUSH
 BY1993'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0730 ***********************************************************************
 AN0730  DESIGNATION -  1
 AN0730  PID         -  AN0730
 AN0730  STATE/COUNTY-  TX/VICTORIA
 AN0730  USGS QUAD   -  VICTORIA EAST (1995)
 AN0730
 AN0730                         *CURRENT SURVEY CONTROL
 AN0730  ___________________________________________________________________
 AN0730* NAD 83(1986)-  28 50 45.     (N)    096 55 11.     (W)     SCALED    
 AN0730* NAVD 88     -        31.58   (+/-2cm)     103.6    (feet)  VERTCON   
 AN0730  ___________________________________________________________________
 AN0730  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0730
 AN0730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0730
 AN0730.This mark is at Victoria Reg (VCT) Airport (VCT)
 AN0730
 AN0730.The horizontal coordinates were scaled from a topographic map and have
 AN0730.an estimated accuracy of +/- 6 seconds.
 AN0730
 AN0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0730.The vertical order pertains to the NGVD 29 superseded value.
 AN0730
 AN0730.The geoid height was determined by GEOID03.
 AN0730
 AN0730;                    North         East    Units  Estimated Accuracy
 AN0730;SPC TXSC     - 4,114,020.      802,970.      MT  (+/- 180 meters Scaled)
 AN0730
 AN0730                          SUPERSEDED SURVEY CONTROL
 AN0730
 AN0730  NGVD 29 (??/??/92)   31.66   (m)          103.9    (f) COMPUTED    2 0
 AN0730
 AN0730.Superseded values are not recommended for survey control.
 AN0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0730.See file dsdata.txt to determine how the superseded data were derived.
 AN0730
 AN0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS029926(NAD 83)
 AN0730_MARKER: DD = SURVEY DISK
 AN0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0730_SP_SET: APRON
 AN0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0730
 AN0730  HISTORY     - Date     Condition        Report By
 AN0730  HISTORY     - UNK      MONUMENTED       DOD
 AN0730  HISTORY     - 1944     GOOD             NGS
 AN0730  HISTORY     - 1974     GOOD             NGS
 AN0730  HISTORY     - 1982     GOOD             USGS
 AN0730
 AN0730                          STATION DESCRIPTION
 AN0730
 AN0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 AN0730'IN FOSTER FIELD.
 AN0730'AT FOSTER FIELD, VICTORIA COUNTY, ABOUT 0.7 MILE NORTH OF U.S. HIGHWAY
 AN0730'59, ABOUT 240 FEET NORTHEAST OF THE SOUTHEAST CONTROL TOWER, IN THE
 AN0730'TOP OF THE CONCRETE HANGAR APRON, AND IN THE NINTH BLOCK FROM THE
 AN0730'SOUTHWEST EDGE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK.
 AN0730'NOTE-- 1974 RECOVERY READS 8TH BLOCK.
 AN0730
 AN0730                          STATION RECOVERY (1974)
 AN0730
 AN0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AN0730'RECOVERED IN GOOD CONDITION.
 AN0730
 AN0730                          STATION RECOVERY (1982)
 AN0730
 AN0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 AN0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0858 ***********************************************************************
 FL0858  DESIGNATION -  1
 FL0858  PID         -  FL0858
 FL0858  STATE/COUNTY-  TX/GRAY
 FL0858  USGS QUAD   -  GROOM (1983)
 FL0858
 FL0858                         *CURRENT SURVEY CONTROL
 FL0858  ___________________________________________________________________
 FL0858* NAD 83(1986)-  35 11 18.     (N)    101 02 23.     (W)     SCALED    
 FL0858* NAVD 88     -       987.472  (meters)    3239.73   (feet)  ADJUSTED  
 FL0858  ___________________________________________________________________
 FL0858  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0858  DYNAMIC HT  -         986.333 (meters)    3235.99  (feet)  COMP
 FL0858  MODELED GRAV-     979,447.1   (mgal)                       NAVD 88
 FL0858
 FL0858  VERT ORDER  -  FIRST     CLASS II
 FL0858
 FL0858.The horizontal coordinates were scaled from a topographic map and have
 FL0858.an estimated accuracy of +/- 6 seconds.
 FL0858
 FL0858.The orthometric height was determined by differential leveling
 FL0858.and adjusted by the National Geodetic Survey in June 1991..
 FL0858
 FL0858.The geoid height was determined by GEOID03.
 FL0858
 FL0858.The dynamic height is computed by dividing the NAVD 88
 FL0858.geopotential number by the normal gravity value computed on the
 FL0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0858.degrees latitude (g = 980.6199 gals.).
 FL0858
 FL0858.The modeled gravity was interpolated from observed gravity values.
 FL0858
 FL0858;                    North         East    Units  Estimated Accuracy
 FL0858;SPC TX N     - 1,131,930.      241,920.      MT  (+/- 180 meters Scaled)
 FL0858
 FL0858                          SUPERSEDED SURVEY CONTROL
 FL0858
 FL0858  NGVD 29 (??/??/92)  987.03   (m)         3238.3    (f) COMPUTED    1 2
 FL0858
 FL0858.Superseded values are not recommended for survey control.
 FL0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0858.See file dsdata.txt to determine how the superseded data were derived.
 FL0858
 FL0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD142958(NAD 83)
 FL0858_MARKER: Q = CHISELED SQUARE
 FL0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0858_SP_SET: CULVERT
 FL0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0858
 FL0858  HISTORY     - Date     Condition        Report By
 FL0858  HISTORY     - UNK      MONUMENTED       CGS
 FL0858  HISTORY     - 1943     GOOD             NGS
 FL0858  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0858
 FL0858                          STATION DESCRIPTION
 FL0858
 FL0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0858'4.3 MI E FROM GROOM.
 FL0858'IN GRAY COUNTY, 4.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 FL0858'PACIFIC RAILROAD FROM THE STATION AT GROOM, CARSON COUNTY, 75 FEET
 FL0858'NORTH OF THE CENTERLINE OF THE TRACK, AT A CONCRETE CULVERT UNDER U.S.
 FL0858'HIGHWAY 66, ON THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 18 FEET
 FL0858'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT ONE FOOT HIGHER THAN
 FL0858'THE HIGHWAY.  A CHISELED SQUARE.  NOTE-- THE ORIGIN OF THIS BENCH MARK
 FL0858'IS UNKNOWN.
 FL0858
 FL0858                          STATION RECOVERY (1984)
 FL0858
 FL0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0858'THE CULVERT HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0159 ***********************************************************************
 BO0159  DESIGNATION -  1
 BO0159  PID         -  BO0159
 BO0159  STATE/COUNTY-  TX/CROCKETT
 BO0159  USGS QUAD   -  OZONA (1979)
 BO0159
 BO0159                         *CURRENT SURVEY CONTROL
 BO0159  ___________________________________________________________________
 BO0159* NAD 83(1986)-  30 42 39.     (N)    101 12 00.     (W)     SCALED    
 BO0159* NAVD 88     -       719.668  (meters)    2361.11   (feet)  ADJUSTED  
 BO0159  ___________________________________________________________________
 BO0159  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 BO0159  DYNAMIC HT  -         718.609 (meters)    2357.64  (feet)  COMP
 BO0159  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 BO0159
 BO0159  VERT ORDER  -  FIRST     CLASS II
 BO0159
 BO0159.The horizontal coordinates were scaled from a topographic map and have
 BO0159.an estimated accuracy of +/- 6 seconds.
 BO0159
 BO0159.The orthometric height was determined by differential leveling
 BO0159.and adjusted by the National Geodetic Survey in June 1991..
 BO0159
 BO0159.The geoid height was determined by GEOID03.
 BO0159
 BO0159.The dynamic height is computed by dividing the NAVD 88
 BO0159.geopotential number by the normal gravity value computed on the
 BO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0159.degrees latitude (g = 980.6199 gals.).
 BO0159
 BO0159.The modeled gravity was interpolated from observed gravity values.
 BO0159
 BO0159;                    North         East    Units  Estimated Accuracy
 BO0159;SPC TX C     - 3,116,080.      616,990.      MT  (+/- 180 meters Scaled)
 BO0159
 BO0159                          SUPERSEDED SURVEY CONTROL
 BO0159
 BO0159  NGVD 29 (??/??/92)  719.454  (m)         2360.41   (f) ADJ UNCH    1 2
 BO0159
 BO0159.Superseded values are not recommended for survey control.
 BO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0159.See file dsdata.txt to determine how the superseded data were derived.
 BO0159
 BO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU893996(NAD 83)
 BO0159_MARKER: DB = BENCH MARK DISK
 BO0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0159_SP_SET: STEP
 BO0159_STAMPING: 2360.40
 BO0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0159
 BO0159  HISTORY     - Date     Condition        Report By
 BO0159  HISTORY     - UNK      MONUMENTED       LOCENG
 BO0159  HISTORY     - 1958     GOOD             NGS
 BO0159
 BO0159                          STATION DESCRIPTION
 BO0159
 BO0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0159'IN OZONA.
 BO0159'AT OZONA, IN THE TOP OF AND THE CENTER OF THE FIRST STONE STEP AT THE
 BO0159'WEST ENTRANCE OF THE COURTHOUSE, 5 FEET SOUTH OF BENCH MARK V 104, AND
 BO0159'ABOUT 3 INCHES ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1150 ***********************************************************************
 FL1150  DESIGNATION -  1
 FL1150  PID         -  FL1150
 FL1150  STATE/COUNTY-  TX/POTTER
 FL1150  USGS QUAD   -  AMARILLO EAST (1973)
 FL1150
 FL1150                         *CURRENT SURVEY CONTROL
 FL1150  ___________________________________________________________________
 FL1150* NAD 83(1986)-  35 13 13.     (N)    101 47 19.     (W)     SCALED    
 FL1150* NAVD 88     -      1111.946  (meters)    3648.11   (feet)  ADJUSTED  
 FL1150  ___________________________________________________________________
 FL1150  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL1150  DYNAMIC HT  -        1110.628 (meters)    3643.79  (feet)  COMP
 FL1150  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 FL1150
 FL1150  VERT ORDER  -  SECOND    CLASS 0
 FL1150
 FL1150.The horizontal coordinates were scaled from a topographic map and have
 FL1150.an estimated accuracy of +/- 6 seconds.
 FL1150
 FL1150.The orthometric height was determined by differential leveling
 FL1150.and adjusted by the National Geodetic Survey in June 1991..
 FL1150
 FL1150.The geoid height was determined by GEOID03.
 FL1150
 FL1150.The dynamic height is computed by dividing the NAVD 88
 FL1150.geopotential number by the normal gravity value computed on the
 FL1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1150.degrees latitude (g = 980.6199 gals.).
 FL1150
 FL1150.The modeled gravity was interpolated from observed gravity values.
 FL1150
 FL1150;                    North         East    Units  Estimated Accuracy
 FL1150;SPC TX N     - 1,135,410.      173,730.      MT  (+/- 180 meters Scaled)
 FL1150
 FL1150                          SUPERSEDED SURVEY CONTROL
 FL1150
 FL1150  NGVD 29 (??/??/92) 1111.435  (m)         3646.43   (f) ADJ UNCH    2 0
 FL1150
 FL1150.Superseded values are not recommended for survey control.
 FL1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1150.See file dsdata.txt to determine how the superseded data were derived.
 FL1150
 FL1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE461010(NAD 83)
 FL1150_MARKER: B = BOLT
 FL1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1150+STABILITY: SURFACE MOTION
 FL1150
 FL1150  HISTORY     - Date     Condition        Report By
 FL1150  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1150  HISTORY     - 1934     GOOD             NGS
 FL1150
 FL1150                          STATION DESCRIPTION
 FL1150
 FL1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1150'2.2 MI N FROM AMARILLO.
 FL1150'2.2 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1150'AMARILLO, POTTER COUNTY, OPPOSITE MILEPOST 1, AND 50 FEET EAST OF THE
 FL1150'CENTER LINE OF THE TRACK.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE
 FL1150'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0405 ***********************************************************************
 DP0405  DESIGNATION -  1
 DP0405  PID         -  DP0405
 DP0405  STATE/COUNTY-  TX/LUBBOCK
 DP0405  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0405
 DP0405                         *CURRENT SURVEY CONTROL
 DP0405  ___________________________________________________________________
 DP0405* NAD 83(1986)-  33 33 17.     (N)    101 57 27.     (W)     SCALED    
 DP0405* NAVD 88     -       998.240  (meters)    3275.06   (feet)  ADJUSTED  
 DP0405  ___________________________________________________________________
 DP0405  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 DP0405  DYNAMIC HT  -         996.942 (meters)    3270.80  (feet)  COMP
 DP0405  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 DP0405
 DP0405  VERT ORDER  -  SECOND    CLASS 0
 DP0405
 DP0405.The horizontal coordinates were scaled from a topographic map and have
 DP0405.an estimated accuracy of +/- 6 seconds.
 DP0405
 DP0405.The orthometric height was determined by differential leveling
 DP0405.and adjusted by the National Geodetic Survey in June 1991..
 DP0405
 DP0405.The geoid height was determined by GEOID03.
 DP0405
 DP0405.The dynamic height is computed by dividing the NAVD 88
 DP0405.geopotential number by the normal gravity value computed on the
 DP0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0405.degrees latitude (g = 980.6199 gals.).
 DP0405
 DP0405.The modeled gravity was interpolated from observed gravity values.
 DP0405
 DP0405;                    North         East    Units  Estimated Accuracy
 DP0405;SPC TXNC     - 2,214,650.      279,010.      MT  (+/- 180 meters Scaled)
 DP0405
 DP0405                          SUPERSEDED SURVEY CONTROL
 DP0405
 DP0405  NGVD 29 (??/??/92)  997.864  (m)         3273.83   (f) ADJ UNCH    2 0
 DP0405
 DP0405.Superseded values are not recommended for survey control.
 DP0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0405.See file dsdata.txt to determine how the superseded data were derived.
 DP0405
 DP0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC254167(NAD 83)
 DP0405_MARKER: B = BOLT
 DP0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0405+STABILITY: SURFACE MOTION
 DP0405
 DP0405  HISTORY     - Date     Condition        Report By
 DP0405  HISTORY     - UNK      MONUMENTED       ATSFRR
 DP0405  HISTORY     - 1956     GOOD             NGS
 DP0405
 DP0405                          STATION DESCRIPTION
 DP0405
 DP0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DP0405'IN DOUD JUNCTION.
 DP0405'1.0 MILE WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0405'STATION AT DOUD JUNCTION, LUBBOCK COUNTY, 111 FEET NORTHEAST OF
 DP0405'MILEPOST 1, 177 FEET WEST OF A ROAD CROSSING, 48 FEET NORTH OF THE
 DP0405'CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE. A
 DP0405'TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1035 ***********************************************************************
 AY1035  DESIGNATION -  1 1258.448
 AY1035  PID         -  AY1035
 AY1035  STATE/COUNTY-  TX/BEXAR
 AY1035  USGS QUAD   -  HELOTES (1992)
 AY1035
 AY1035                         *CURRENT SURVEY CONTROL
 AY1035  ___________________________________________________________________
 AY1035* NAD 83(1986)-  29 37 11.     (N)    098 43 40.     (W)     SCALED    
 AY1035* NAVD 88     -       383.885  (meters)    1259.46   (feet)  ADJUSTED  
 AY1035  ___________________________________________________________________
 AY1035  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AY1035  DYNAMIC HT  -         383.322 (meters)    1257.62  (feet)  COMP
 AY1035  MODELED GRAV-     979,164.6   (mgal)                       NAVD 88
 AY1035
 AY1035  VERT ORDER  -  SECOND    CLASS 0
 AY1035
 AY1035.The horizontal coordinates were scaled from a topographic map and have
 AY1035.an estimated accuracy of +/- 6 seconds.
 AY1035
 AY1035.The orthometric height was determined by differential leveling
 AY1035.and adjusted by the National Geodetic Survey in June 1991..
 AY1035
 AY1035.The geoid height was determined by GEOID03.
 AY1035
 AY1035.The dynamic height is computed by dividing the NAVD 88
 AY1035.geopotential number by the normal gravity value computed on the
 AY1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1035.degrees latitude (g = 980.6199 gals.).
 AY1035
 AY1035.The modeled gravity was interpolated from observed gravity values.
 AY1035
 AY1035;                    North         East    Units  Estimated Accuracy
 AY1035;SPC TXSC     - 4,198,010.      626,360.      MT  (+/- 180 meters Scaled)
 AY1035
 AY1035                          SUPERSEDED SURVEY CONTROL
 AY1035
 AY1035  NGVD 29 (??/??/92)  383.780  (m)         1259.12   (f) ADJ UNCH    2 0
 AY1035
 AY1035.Superseded values are not recommended for survey control.
 AY1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1035.See file dsdata.txt to determine how the superseded data were derived.
 AY1035
 AY1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT263766(NAD 83)
 AY1035_MARKER: DB = BENCH MARK DISK
 AY1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1035_STAMPING: 1 1258.448
 AY1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1035+STABILITY: SURFACE MOTION
 AY1035
 AY1035  HISTORY     - Date     Condition        Report By
 AY1035  HISTORY     - UNK      MONUMENTED       CGS
 AY1035  HISTORY     - 1935     GOOD             NGS
 AY1035  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1035  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1035
 AY1035                          STATION DESCRIPTION
 AY1035
 AY1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AY1035'21.3 MI NW FROM SAN ANTONIO.
 AY1035'21.3 MI. N.W. OF COURTHOUSE, ALONG STATE HWY NO. 81 25 FT. EAST OF THE
 AY1035'CENTER LINE OF THE OLD HIGHWAY, AT THE CREST OF A RISE, 25 FT. WEST OF
 AY1035'THE EAST FENCE LINE.
 AY1035
 AY1035                          STATION RECOVERY (1953)
 AY1035
 AY1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1035'MARK NOT FOUND.
 AY1035
 AY1035                          STATION RECOVERY (2002)
 AY1035
 AY1035'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1009 ***********************************************************************
 AY1009  DESIGNATION -  1 A
 AY1009  PID         -  AY1009
 AY1009  STATE/COUNTY-  TX/BANDERA
 AY1009  USGS QUAD   -  PIPE CREEK (1982)
 AY1009
 AY1009                         *CURRENT SURVEY CONTROL
 AY1009  ___________________________________________________________________
 AY1009* NAD 83(1986)-  29 43 21.     (N)    098 56 02.     (W)     SCALED    
 AY1009* NAVD 88     -       411.481  (meters)    1350.00   (feet)  ADJUSTED  
 AY1009  ___________________________________________________________________
 AY1009  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AY1009  DYNAMIC HT  -         410.884 (meters)    1348.04  (feet)  COMP
 AY1009  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 AY1009
 AY1009  VERT ORDER  -  SECOND    CLASS 0
 AY1009
 AY1009.The horizontal coordinates were scaled from a topographic map and have
 AY1009.an estimated accuracy of +/- 6 seconds.
 AY1009
 AY1009.The orthometric height was determined by differential leveling
 AY1009.and adjusted by the National Geodetic Survey in June 1991..
 AY1009
 AY1009.The geoid height was determined by GEOID03.
 AY1009
 AY1009.The dynamic height is computed by dividing the NAVD 88
 AY1009.geopotential number by the normal gravity value computed on the
 AY1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1009.degrees latitude (g = 980.6199 gals.).
 AY1009
 AY1009.The modeled gravity was interpolated from observed gravity values.
 AY1009
 AY1009;                    North         East    Units  Estimated Accuracy
 AY1009;SPC TXSC     - 4,209,370.      606,400.      MT  (+/- 180 meters Scaled)
 AY1009
 AY1009                          SUPERSEDED SURVEY CONTROL
 AY1009
 AY1009  NGVD 29 (??/??/92)  411.40   (m)         1349.7    (f) COMPUTED    2 0
 AY1009
 AY1009.Superseded values are not recommended for survey control.
 AY1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1009.See file dsdata.txt to determine how the superseded data were derived.
 AY1009
 AY1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT063880(NAD 83)
 AY1009_MARKER: DD = SURVEY DISK
 AY1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1009_STAMPING: 1-A 1347
 AY1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1009+STABILITY: SURFACE MOTION
 AY1009
 AY1009  HISTORY     - Date     Condition        Report By
 AY1009  HISTORY     - UNK      MONUMENTED       DOD
 AY1009  HISTORY     - 1935     GOOD             NGS
 AY1009  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1009
 AY1009                          STATION DESCRIPTION
 AY1009
 AY1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AY1009'9.5 MI SE FROM BANDERA.
 AY1009'9.5 MI. S.E. OF COURTHOUSE, ALONG STATE HWY NO. 81 (AT PIPE CREEK) 22
 AY1009'FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14 FT. NORTH OF FENCE
 AY1009'CORNER, 30 FT. EAST OF THE CENTER LINE OF THE MEDINA LAKE ROAD, ABOUT
 AY1009'250 FT. EAST OF SCHOTTS SERVICE STATION AND STORE.
 AY1009
 AY1009                          STATION RECOVERY (1953)
 AY1009
 AY1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0114 ***********************************************************************
 CS0114  DESIGNATION -  1 A
 CS0114  PID         -  CS0114
 CS0114  STATE/COUNTY-  TX/KAUFMAN
 CS0114  USGS QUAD   -  KAUFMAN (1963)
 CS0114
 CS0114                         *CURRENT SURVEY CONTROL
 CS0114  ___________________________________________________________________
 CS0114* NAD 83(1986)-  32 36 08.     (N)    096 18 39.     (W)     SCALED    
 CS0114* NAVD 88     -       120.268  (meters)     394.58   (feet)  ADJUSTED  
 CS0114  ___________________________________________________________________
 CS0114  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CS0114  DYNAMIC HT  -         120.134 (meters)     394.14  (feet)  COMP
 CS0114  MODELED GRAV-     979,520.7   (mgal)                       NAVD 88
 CS0114
 CS0114  VERT ORDER  -  SECOND    CLASS 0
 CS0114
 CS0114.The horizontal coordinates were scaled from a topographic map and have
 CS0114.an estimated accuracy of +/- 6 seconds.
 CS0114
 CS0114.The orthometric height was determined by differential leveling
 CS0114.and adjusted by the National Geodetic Survey in June 1991..
 CS0114
 CS0114.The geoid height was determined by GEOID03.
 CS0114
 CS0114.The dynamic height is computed by dividing the NAVD 88
 CS0114.geopotential number by the normal gravity value computed on the
 CS0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0114.degrees latitude (g = 980.6199 gals.).
 CS0114
 CS0114.The modeled gravity was interpolated from observed gravity values.
 CS0114
 CS0114;                    North         East    Units  Estimated Accuracy
 CS0114;SPC TXNC     - 2,105,890.      805,460.      MT  (+/- 180 meters Scaled)
 CS0114
 CS0114                          SUPERSEDED SURVEY CONTROL
 CS0114
 CS0114  NGVD 29 (??/??/92)  120.269  (m)          394.58   (f) ADJ UNCH    2 0
 CS0114
 CS0114.Superseded values are not recommended for survey control.
 CS0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0114.See file dsdata.txt to determine how the superseded data were derived.
 CS0114
 CS0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB523103(NAD 83)
 CS0114_MARKER: DD = SURVEY DISK
 CS0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0114_STAMPING: 1 A
 CS0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0114+STABILITY: SURFACE MOTION
 CS0114
 CS0114  HISTORY     - Date     Condition        Report By
 CS0114  HISTORY     - UNK      MONUMENTED       TXRD
 CS0114  HISTORY     - 1933     GOOD             NGS
 CS0114  HISTORY     - 1934     GOOD             NGS
 CS0114
 CS0114                          STATION DESCRIPTION
 CS0114
 CS0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0114'1.5 MI NW FROM KAUFMAN.
 CS0114'1.5 MILES NORTHWEST OF, ALONG TEXAS AND NEW ORLEANS R.R. TO DALLAS. 40
 CS0114'FEET NORTH OF EAST END OF BRIDGE OVER KINGS CREEK.  25 FEET SOUTH OF
 CS0114'LEFT BANK OF KINGS CREEK.  1 1/2 FEET INSIDE OF RIGHT OF WAY FENCE
 CS0114'CORNER.  TABLET SET TOP OF CONCRETE POST.
 CS0114
 CS0114                          STATION RECOVERY (1934)
 CS0114
 CS0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CS0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0281 ***********************************************************************
 GL0281  DESIGNATION -  1 A
 GL0281  PID         -  GL0281
 GL0281  STATE/COUNTY-  TX/HARTLEY
 GL0281  USGS QUAD   -  DALHART WEST (1973)
 GL0281
 GL0281                         *CURRENT SURVEY CONTROL
 GL0281  ___________________________________________________________________
 GL0281* NAD 83(1986)-  36 01 28.     (N)    102 32 47.     (W)     SCALED    
 GL0281* NAVD 88     -      1215.531  (meters)    3987.95   (feet)  ADJUSTED  
 GL0281  ___________________________________________________________________
 GL0281  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 GL0281  DYNAMIC HT  -        1214.116 (meters)    3983.31  (feet)  COMP
 GL0281  MODELED GRAV-     979,427.3   (mgal)                       NAVD 88
 GL0281
 GL0281  VERT ORDER  -  FIRST     CLASS II
 GL0281
 GL0281.This mark is at Dalhart Muni (DHT) Airport (DHT)
 GL0281
 GL0281.The horizontal coordinates were scaled from a topographic map and have
 GL0281.an estimated accuracy of +/- 6 seconds.
 GL0281
 GL0281.The orthometric height was determined by differential leveling
 GL0281.and adjusted by the National Geodetic Survey in June 1991..
 GL0281
 GL0281.The geoid height was determined by GEOID03.
 GL0281
 GL0281.The dynamic height is computed by dividing the NAVD 88
 GL0281.geopotential number by the normal gravity value computed on the
 GL0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0281.degrees latitude (g = 980.6199 gals.).
 GL0281
 GL0281.The modeled gravity was interpolated from observed gravity values.
 GL0281
 GL0281;                    North         East    Units  Estimated Accuracy
 GL0281;SPC TX N     - 1,225,090.      105,690.      MT  (+/- 180 meters Scaled)
 GL0281
 GL0281                          SUPERSEDED SURVEY CONTROL
 GL0281
 GL0281.No superseded survey control is available for this station.
 GL0281
 GL0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV210894(NAD 83)
 GL0281_MARKER: S = SPIKE
 GL0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0281_SP_SET: RUNWAY
 GL0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0281
 GL0281  HISTORY     - Date     Condition        Report By
 GL0281  HISTORY     - UNK      MONUMENTED       CGS
 GL0281  HISTORY     - 1945     GOOD             NGS
 GL0281
 GL0281                          STATION DESCRIPTION
 GL0281
 GL0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 GL0281'4.8 MI SSW FROM DALHART.
 GL0281'IT IS 4.8 MILES SOUTH-SOUTHWEST OF DALHART, ON THE DALHART ARMY AIR
 GL0281'FIELD AND IS AT THE INTERSECTION OF THE CENTER LINES OF THE
 GL0281'NORTHEAST-SOUTHWEST AND THE NORTH-SOUTH RUNWAYS.  IT IS FLUSH WITH THE
 GL0281'SURFACE OF THE RUNWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5518 ***********************************************************************
 AH5518  DESIGNATION -  1 ABD ET
 AH5518  PID         -  AH5518
 AH5518  STATE/COUNTY-  TX/KAUFMAN
 AH5518  USGS QUAD   -  OLA (1981)
 AH5518
 AH5518                         *CURRENT SURVEY CONTROL
 AH5518  ___________________________________________________________________
 AH5518* NAD 83(1993)-  32 34 00.90120(N)    096 13 38.21731(W)     ADJUSTED  
 AH5518* NAVD 88     -       143.6    (meters)     471.     (feet)  VERTCON   
 AH5518  ___________________________________________________________________
 AH5518  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AH5518  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH5518
 AH5518  HORZ ORDER  -  THIRD
 AH5518
 AH5518.The horizontal coordinates were established by classical geodetic methods
 AH5518.and adjusted by the National Geodetic Survey in July 1998..
 AH5518
 AH5518.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5518
 AH5518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5518
 AH5518.The geoid height was determined by GEOID03.
 AH5518
 AH5518;                    North         East     Units Scale Factor Converg.
 AH5518;SPC TXNC     - 2,102,137.502   813,388.071   MT  0.99990817   +1 14 22.3
 AH5518;SPC TXNC     - 6,896,762.79  2,668,590.70   sFT  0.99990817   +1 14 22.3
 AH5518;UTM  14      - 3,606,669.127   760,316.768   MT  1.00043570   +1 29 36.1
 AH5518
 AH5518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5518!SPC TXNC     -   0.99998143  x   0.99990817  =   0.99988960
 AH5518!UTM  14      -   0.99998143  x   1.00043570  =   1.00041712
 AH5518
 AH5518                          SUPERSEDED SURVEY CONTROL
 AH5518
 AH5518  NGVD 29 (07/28/98)  143.6    (m)          471.     (f) VERT ANG       
 AH5518
 AH5518.Superseded values are not recommended for survey control.
 AH5518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5518.See file dsdata.txt to determine how the superseded data were derived.
 AH5518
 AH5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6031706669(NAD 83)
 AH5518_MARKER: DS = TRIANGULATION STATION DISK
 AH5518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5518_PROJECTION: FLUSH
 AH5518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5518+STABILITY: SURFACE MOTION
 AH5518
 AH5518  HISTORY     - Date     Condition        Report By
 AH5518  HISTORY     - 1961     MONUMENTED       USGS
 AH5518
 AH5518                          STATION DESCRIPTION
 AH5518
 AH5518'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH5518'STATION LOCATED ON NE. SLOPE OF LONG RIDGE 1.4 MI. S. AND 4.6 MI. E.
 AH5518'OF KAUFMAN, TEXAS.
 AH5518'TO REACH FROM KAUFMAN COUNTY COURTHOUSE IN KAUFMAN, TEXAS, PROCEED S.
 AH5518'ALONG STATE HIGHWAY 34 0.2 MI. TO JUNCTION WITH FARM ROAD 1836, THENCE
 AH5518'3.6 MI. SE. ALONG FARM ROAD 1836 TO T-RD. NE., THENCE 1.4 MI. NE.
 AH5518'ALONG DIRT RD. TO STATION, THENCE WALK 225 FT. NW. OF DIRT RD. TO E.
 AH5518'TIP OF FIELD AND FENCE CORNER, 600 FT. SW. OF SE. CORNER OF UNPAINTED
 AH5518'TENANT HOUSE, 1.6 FT. N. AND 4.9 FT. W. OF FENCE CORNER.
 AH5518'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING 6
 AH5518'IN. ABOVE GROUND, STAMPED---1-ABD ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0102 ***********************************************************************
 CC0102  DESIGNATION -  1 ARD 1964 USGS
 CC0102  PID         -  CC0102
 CC0102  STATE/COUNTY-  TX/MIDLAND
 CC0102  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0102
 CC0102                         *CURRENT SURVEY CONTROL
 CC0102  ___________________________________________________________________
 CC0102* NAD 83(1986)-  31 57 56.     (N)    102 04 18.     (W)     SCALED    
 CC0102* NAVD 88     -       842.780  (meters)    2765.02   (feet)  ADJUSTED  
 CC0102  ___________________________________________________________________
 CC0102  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CC0102  DYNAMIC HT  -         841.596 (meters)    2761.14  (feet)  COMP
 CC0102  MODELED GRAV-     979,206.7   (mgal)                       NAVD 88
 CC0102
 CC0102  VERT ORDER  -  SECOND    CLASS 0
 CC0102
 CC0102.The horizontal coordinates were scaled from a topographic map and have
 CC0102.an estimated accuracy of +/- 6 seconds.
 CC0102
 CC0102.The orthometric height was determined by differential leveling
 CC0102.and adjusted by the National Geodetic Survey in June 1991..
 CC0102
 CC0102.The geoid height was determined by GEOID03.
 CC0102
 CC0102.The dynamic height is computed by dividing the NAVD 88
 CC0102.geopotential number by the normal gravity value computed on the
 CC0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0102.degrees latitude (g = 980.6199 gals.).
 CC0102
 CC0102.The modeled gravity was interpolated from observed gravity values.
 CC0102
 CC0102;                    North         East    Units  Estimated Accuracy
 CC0102;SPC TX C     - 3,256,140.      535,680.      MT  (+/- 180 meters Scaled)
 CC0102
 CC0102                          SUPERSEDED SURVEY CONTROL
 CC0102
 CC0102  NGVD 29 (??/??/92)  842.414  (m)         2763.82   (f) ADJ UNCH    2 0
 CC0102
 CC0102.Superseded values are not recommended for survey control.
 CC0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0102.See file dsdata.txt to determine how the superseded data were derived.
 CC0102
 CC0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR767403(NAD 83)
 CC0102_MARKER: DD = SURVEY DISK
 CC0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0102_STAMPING: 1 ARD 1964
 CC0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0102+STABILITY: SURFACE MOTION
 CC0102
 CC0102  HISTORY     - Date     Condition        Report By
 CC0102  HISTORY     - 1964     MONUMENTED       USGS
 CC0102  HISTORY     - 1967     GOOD             NGS
 CC0102
 CC0102                          STATION DESCRIPTION
 CC0102
 CC0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0102'2.15 MI S FROM MIDLAND.
 CC0102'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0102'THE STATION AT MIDLAND, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY
 CC0102'349, 0.45 MILE SOUTH OF THE STATE HIGHWAY 349 UNDERPASS FOR INTERSTATE
 CC0102'HIGHWAY 20, 59 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 CC0102'SOUTH OF THE EXTENDED CENTER LINE OF A PAVED ROAD THAT LEADS EAST, 1
 CC0102'1/2 FEET SOUTH OF A POWER POLE WHICH IS BRACED BY 4 GUY WIRES, 1 1/2
 CC0102'FEET EAST OF A FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 CC0102'A US GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CC0102'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0297 ***********************************************************************
 CC0297  DESIGNATION -  1 ARD 1968 USGS
 CC0297  PID         -  CC0297
 CC0297  STATE/COUNTY-  TX/WINKLER
 CC0297  USGS QUAD   -  WINK NORTH (1970)
 CC0297
 CC0297                         *CURRENT SURVEY CONTROL
 CC0297  ___________________________________________________________________
 CC0297* NAD 83(1986)-  31 46 58.     (N)    103 11 41.     (W)     SCALED    
 CC0297* NAVD 88     -       855.925  (meters)    2808.15   (feet)  POSTED    
 CC0297  ___________________________________________________________________
 CC0297  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CC0297  DYNAMIC HT  -         854.710 (meters)    2804.16  (feet)  COMP
 CC0297  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 CC0297
 CC0297  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CC0297
 CC0297.This mark is at Winkler Co (INK) Airport (INK)
 CC0297
 CC0297.The horizontal coordinates were scaled from a topographic map and have
 CC0297.an estimated accuracy of +/- 6 seconds.
 CC0297
 CC0297.The orthometric height was determined by differential leveling
 CC0297.and adjusted by the National Geodetic Survey in 1992..
 CC0297.No vertical observational check was made to the station.
 CC0297.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CC0297.was located on a no-check spur therefore a value was not computed.
 CC0297
 CC0297.The geoid height was determined by GEOID03.
 CC0297
 CC0297.The dynamic height is computed by dividing the NAVD 88
 CC0297.geopotential number by the normal gravity value computed on the
 CC0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0297.degrees latitude (g = 980.6199 gals.).
 CC0297
 CC0297.The modeled gravity was interpolated from observed gravity values.
 CC0297
 CC0297;                    North         East    Units  Estimated Accuracy
 CC0297;SPC TX C     - 3,238,080.      429,020.      MT  (+/- 180 meters Scaled)
 CC0297
 CC0297                          SUPERSEDED SURVEY CONTROL
 CC0297
 CC0297  NGVD 29 (??/??/92)  855.540  (m)         2806.88   (f) ADJ UNCH    2 0
 CC0297
 CC0297.Superseded values are not recommended for survey control.
 CC0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0297.See file dsdata.txt to determine how the superseded data were derived.
 CC0297
 CC0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR709177(NAD 83)
 CC0297_MARKER: DD = SURVEY DISK
 CC0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0297_SP_SET: CONCRETE BASE
 CC0297_STAMPING: 1 ARD 1968
 CC0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CC0297+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2003
 CC0297
 CC0297  HISTORY     - Date     Condition        Report By
 CC0297  HISTORY     - 1968     MONUMENTED       USGS
 CC0297  HISTORY     - 1968     GOOD             NGS
 CC0297  HISTORY     - 20030907 GOOD             INDIV
 CC0297
 CC0297                          STATION DESCRIPTION
 CC0297
 CC0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CC0297'3.2 MI NW FROM WINK.
 CC0297'ABOUT 3.2 MILES NORTHWEST ALONG FM HIGHWAY 1232 FROM ITS JUNCTION WITH
 CC0297'STATE HIGHWAY 115 IN WINK TO SITE OF BENCH MARK AT THE WINK AIRPORT.
 CC0297'THE BENCH MARK IS LOCATED NEAR THE SOUTHEAST CORNER OF BUILDING, AND
 CC0297'IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE BASE
 CC0297'SUPPORTING A GENERATOR.
 CC0297
 CC0297                          STATION RECOVERY (2003)
 CC0297
 CC0297'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1061 ***********************************************************************
 AY1061  DESIGNATION -  1 B
 AY1061  PID         -  AY1061
 AY1061  STATE/COUNTY-  TX/KENDALL
 AY1061  USGS QUAD   -  BERGHEIM (1973)
 AY1061
 AY1061                         *CURRENT SURVEY CONTROL
 AY1061  ___________________________________________________________________
 AY1061* NAD 83(1986)-  29 49 39.     (N)    098 34 30.     (W)     SCALED    
 AY1061* NAVD 88     -       439.018  (meters)    1440.34   (feet)  ADJUSTED  
 AY1061  ___________________________________________________________________
 AY1061  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AY1061  DYNAMIC HT  -         438.380 (meters)    1438.25  (feet)  COMP
 AY1061  MODELED GRAV-     979,176.7   (mgal)                       NAVD 88
 AY1061
 AY1061  VERT ORDER  -  SECOND    CLASS 0
 AY1061
 AY1061.The horizontal coordinates were scaled from a topographic map and have
 AY1061.an estimated accuracy of +/- 6 seconds.
 AY1061
 AY1061.The orthometric height was determined by differential leveling
 AY1061.and adjusted by the National Geodetic Survey in June 1991..
 AY1061
 AY1061.The geoid height was determined by GEOID03.
 AY1061
 AY1061.The dynamic height is computed by dividing the NAVD 88
 AY1061.geopotential number by the normal gravity value computed on the
 AY1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1061.degrees latitude (g = 980.6199 gals.).
 AY1061
 AY1061.The modeled gravity was interpolated from observed gravity values.
 AY1061
 AY1061;                    North         East    Units  Estimated Accuracy
 AY1061;SPC TXSC     - 4,221,080.      641,070.      MT  (+/- 180 meters Scaled)
 AY1061
 AY1061                          SUPERSEDED SURVEY CONTROL
 AY1061
 AY1061  NGVD 29 (??/??/92)  438.913  (m)         1440.00   (f) ADJ UNCH    2 0
 AY1061
 AY1061.Superseded values are not recommended for survey control.
 AY1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1061.See file dsdata.txt to determine how the superseded data were derived.
 AY1061
 AY1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT410997(NAD 83)
 AY1061_MARKER: DD = SURVEY DISK
 AY1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1061_STAMPING: I B 1438.492
 AY1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1061+STABILITY: SURFACE MOTION
 AY1061
 AY1061  HISTORY     - Date     Condition        Report By
 AY1061  HISTORY     - UNK      MONUMENTED       DOD
 AY1061  HISTORY     - 1953     GOOD             NGS
 AY1061  HISTORY     - 1964     GOOD             USGS
 AY1061  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1061
 AY1061                          STATION DESCRIPTION
 AY1061
 AY1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1061'IN BERGHEIM.
 AY1061'AT BERGHEIM, 62 FEET NORTH OF THE CENTER LINE OF ST HWY NO. 46, 69
 AY1061'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 40 FEET
 AY1061'SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE HOUSE, 10.6 FEET
 AY1061'NORTHEAST OF BENCH MARK 26 (U.S.G.S.), SET IN THE TOP OF A CONCRETE
 AY1061'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1061
 AY1061                          STATION RECOVERY (1964)
 AY1061
 AY1061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1061'RECOVERED IN GOOD CONDITION.
 AY1061
 AY1061                          STATION RECOVERY (1990)
 AY1061
 AY1061'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5519 ***********************************************************************
 AH5519  DESIGNATION -  1 FJG ET
 AH5519  PID         -  AH5519
 AH5519  STATE/COUNTY-  TX/KAUFMAN
 AH5519  USGS QUAD   -  OLA (1981)
 AH5519
 AH5519                         *CURRENT SURVEY CONTROL
 AH5519  ___________________________________________________________________
 AH5519* NAD 83(1993)-  32 30 58.66315(N)    096 12 39.34381(W)     ADJUSTED  
 AH5519* NAVD 88     -       143.1    (meters)     469.     (feet)  VERTCON   
 AH5519  ___________________________________________________________________
 AH5519  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AH5519  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AH5519
 AH5519  HORZ ORDER  -  THIRD
 AH5519
 AH5519.The horizontal coordinates were established by classical geodetic methods
 AH5519.and adjusted by the National Geodetic Survey in July 1998..
 AH5519
 AH5519.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5519
 AH5519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5519
 AH5519.The geoid height was determined by GEOID03.
 AH5519
 AH5519;                    North         East     Units Scale Factor Converg.
 AH5519;SPC TXNC     - 2,096,558.908   815,045.602   MT  0.99991597   +1 14 54.4
 AH5519;SPC TXNC     - 6,878,460.35  2,674,028.78   sFT  0.99991597   +1 14 54.4
 AH5519;UTM  14      - 3,601,094.951   761,999.781   MT  1.00044655   +1 30 00.3
 AH5519
 AH5519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5519!SPC TXNC     -   0.99998151  x   0.99991597  =   0.99989748
 AH5519!UTM  14      -   0.99998151  x   1.00044655  =   1.00042805
 AH5519
 AH5519                          SUPERSEDED SURVEY CONTROL
 AH5519
 AH5519  NGVD 29 (07/28/98)  143.1    (m)          469.     (f) VERT ANG       
 AH5519
 AH5519.Superseded values are not recommended for survey control.
 AH5519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5519.See file dsdata.txt to determine how the superseded data were derived.
 AH5519
 AH5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6200001095(NAD 83)
 AH5519_MARKER: DS = TRIANGULATION STATION DISK
 AH5519_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5519_PROJECTION: FLUSH
 AH5519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5519+STABILITY: SURFACE MOTION
 AH5519
 AH5519  HISTORY     - Date     Condition        Report By
 AH5519  HISTORY     - 1961     MONUMENTED       USGS
 AH5519
 AH5519                          STATION DESCRIPTION
 AH5519
 AH5519'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH5519'STATION LOCATED ON HIGH HILL ABOUT 1.5 MI. N. OF THE BECKER COMMUNITY
 AH5519'CENTER.
 AH5519'TO REACH FROM KAUFMAN COUNTY COURTHOUSE IN KAUFMAN, TEXAS, PROCEED S.
 AH5519'ALONG STATE HIGHWAY 34 0.2 MI. TO JUNCTION WITH FARM ROAD 1836, THENCE
 AH5519'6.3 MI. SE. ALONG FARM ROAD 1836 TO JUNCTION WITH FARM ROAD 1895,
 AH5519'THENCE 1.5 MI. S. ALONG FARM ROAD 1895 TO STATION ON LEFT, 212 FT.
 AH5519'NNW. OF NW. CORNER OF WHITE HOUSE, 150 FT. N. OF AND 43 FT. E. OF
 AH5519'T-DRIVE E. ABOUT 1 FT. HIGHER THAN HIGHWAY, 1.5 FT. W. OF RIGHT-OF-WAY
 AH5519'FENCE AND 1.4 FT. S. OF FENCE CORNER.
 AH5519'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING 2
 AH5519'IN. ABOVE GROUND, STAMPED---1-FJG ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0718 ***********************************************************************
 CR0718  DESIGNATION -  1 G
 CR0718  PID         -  CR0718
 CR0718  STATE/COUNTY-  TX/VAN ZANDT
 CR0718  USGS QUAD   -  BROWNSBORO (1984)
 CR0718
 CR0718                         *CURRENT SURVEY CONTROL
 CR0718  ___________________________________________________________________
 CR0718* NAD 83(1986)-  32 21 56.     (N)    095 30 41.     (W)     SCALED    
 CR0718* NAVD 88     -       145.822  (meters)     478.42   (feet)  ADJUSTED  
 CR0718  ___________________________________________________________________
 CR0718  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CR0718  DYNAMIC HT  -         145.652 (meters)     477.86  (feet)  COMP
 CR0718  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 CR0718
 CR0718  VERT ORDER  -  SECOND    CLASS 0
 CR0718
 CR0718.The horizontal coordinates were scaled from a topographic map and have
 CR0718.an estimated accuracy of +/- 6 seconds.
 CR0718
 CR0718.The orthometric height was determined by differential leveling
 CR0718.and adjusted by the National Geodetic Survey in June 1991..
 CR0718
 CR0718.The geoid height was determined by GEOID03.
 CR0718
 CR0718.The dynamic height is computed by dividing the NAVD 88
 CR0718.geopotential number by the normal gravity value computed on the
 CR0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0718.degrees latitude (g = 980.6199 gals.).
 CR0718
 CR0718.The modeled gravity was interpolated from observed gravity values.
 CR0718
 CR0718;                    North         East    Units  Estimated Accuracy
 CR0718;SPC TXNC     - 2,081,500.      881,220.      MT  (+/- 180 meters Scaled)
 CR0718
 CR0718                          SUPERSEDED SURVEY CONTROL
 CR0718
 CR0718  NGVD 29 (??/??/92)  145.846  (m)          478.50   (f) ADJ UNCH    2 0
 CR0718
 CR0718.Superseded values are not recommended for survey control.
 CR0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0718.See file dsdata.txt to determine how the superseded data were derived.
 CR0718
 CR0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR636837(NAD 83)
 CR0718_MARKER: DD = SURVEY DISK
 CR0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0718_STAMPING: 1 G 1946 478
 CR0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0718+STABILITY: SURFACE MOTION
 CR0718
 CR0718  HISTORY     - Date     Condition        Report By
 CR0718  HISTORY     - 1946     MONUMENTED       USGS
 CR0718  HISTORY     - 1948     GOOD             NGS
 CR0718  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0718  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0718
 CR0718                          STATION DESCRIPTION
 CR0718
 CR0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0718'6.05 MI E FROM EDOM.
 CR0718'6.05 MILES EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT EDOM,
 CR0718'304.5 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 63.0 FEET
 CR0718'EAST OF A 10-INCH COTTONWOOD TREE, 51.0 FEET SOUTH OF THE CENTER LINE
 CR0718'OF THE HIGHWAY, 2.3 FEET SOUTHEAST OF A FENCE CORNER, 2.3 FEET SOUTH
 CR0718'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 CR0718'FOOT ABOVE THE GROUND.
 CR0718
 CR0718                          STATION RECOVERY (1995)
 CR0718
 CR0718'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0718'MARK NOT FOUND.
 CR0718
 CR0718                          STATION RECOVERY (2004)
 CR0718
 CR0718'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0718'MARK NOT FOUND.  THE HIGHWAY LOCATION FOR THE MARK HAS CHANGED AND IS
 CR0718'NOW TEXAS FM 279.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1240 ***********************************************************************
 AE1240  DESIGNATION -  1 IBWC
 AE1240  PID         -  AE1240
 AE1240  STATE/COUNTY-  TX/HIDALGO
 AE1240  USGS QUAD   -  HIDALGO (1983)
 AE1240
 AE1240                         *CURRENT SURVEY CONTROL
 AE1240  ___________________________________________________________________
 AE1240* NAD 83(1986)-  26 05 51.     (N)    098 16 24.     (W)     SCALED    
 AE1240* NAVD 88     -        33.415  (meters)     109.63   (feet)  ADJUSTED  
 AE1240  ___________________________________________________________________
 AE1240  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE1240  DYNAMIC HT  -          33.359 (meters)     109.45  (feet)  COMP
 AE1240  MODELED GRAV-     978,972.4   (mgal)                       NAVD 88
 AE1240
 AE1240  VERT ORDER  -  FIRST     CLASS II
 AE1240
 AE1240.The horizontal coordinates were scaled from a topographic map and have
 AE1240.an estimated accuracy of +/- 6 seconds.
 AE1240
 AE1240.The orthometric height was determined by differential leveling
 AE1240.and adjusted by the National Geodetic Survey in June 1991..
 AE1240
 AE1240.The geoid height was determined by GEOID03.
 AE1240
 AE1240.The dynamic height is computed by dividing the NAVD 88
 AE1240.geopotential number by the normal gravity value computed on the
 AE1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1240.degrees latitude (g = 980.6199 gals.).
 AE1240
 AE1240.The modeled gravity was interpolated from observed gravity values.
 AE1240
 AE1240;                    North         East    Units  Estimated Accuracy
 AE1240;SPC TX S     - 5,047,760.      322,680.      MT  (+/- 180 meters Scaled)
 AE1240
 AE1240                          SUPERSEDED SURVEY CONTROL
 AE1240
 AE1240.No superseded survey control is available for this station.
 AE1240
 AE1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP726866(NAD 83)
 AE1240_MARKER: DD = SURVEY DISK
 AE1240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1240_SP_SET: CONCRETE WATER REGULATOR
 AE1240_STAMPING: NO. 1
 AE1240_MARK LOGO: IBWC  
 AE1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1240+STABILITY: SURFACE MOTION
 AE1240
 AE1240  HISTORY     - Date     Condition        Report By
 AE1240  HISTORY     - UNK      MONUMENTED       IBWC
 AE1240  HISTORY     - 1981     GOOD             NGS
 AE1240
 AE1240                          STATION DESCRIPTION
 AE1240
 AE1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1240'IN HIDALGO.
 AE1240'IN HIDALGO, AT THE CITY OF MCALLEN INTERNATIONAL TOLL BRIDGE, 0.2 KM
 AE1240'(0.1 MI) NORTHWEST ALONG A DIRT (LEVEE ROAD) FROM THE JUNCTION OF THE
 AE1240'SOUTHWEST CORNER OF THE FACILITY PARKING LOT, SET IN THE TOP OF A
 AE1240'CONCRETE WATER REGULATION CISTERN, AT A GATE, 5.5 METERS (18.0 FT)
 AE1240'SOUTH OF THE CENTER OF THE ROAD.  NOTE, STAMPING DONE BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0769 ***********************************************************************
 CD0769  DESIGNATION -  1 J USGS
 CD0769  PID         -  CD0769
 CD0769  STATE/COUNTY-  TX/HUDSPETH
 CD0769  USGS QUAD   -  MC NARY (1972)
 CD0769
 CD0769                         *CURRENT SURVEY CONTROL
 CD0769  ___________________________________________________________________
 CD0769* NAD 83(1986)-  31 13 47.     (N)    105 46 45.     (W)     SCALED    
 CD0769* NAVD 88     -      1076.628  (meters)    3532.24   (feet)  ADJUSTED  
 CD0769  ___________________________________________________________________
 CD0769  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CD0769  DYNAMIC HT  -        1074.941 (meters)    3526.70  (feet)  COMP
 CD0769  MODELED GRAV-     979,037.9   (mgal)                       NAVD 88
 CD0769
 CD0769  VERT ORDER  -  FIRST     CLASS II
 CD0769
 CD0769.The horizontal coordinates were scaled from a topographic map and have
 CD0769.an estimated accuracy of +/- 6 seconds.
 CD0769
 CD0769.The orthometric height was determined by differential leveling
 CD0769.and adjusted by the National Geodetic Survey in June 1991..
 CD0769
 CD0769.The geoid height was determined by GEOID03.
 CD0769
 CD0769.The dynamic height is computed by dividing the NAVD 88
 CD0769.geopotential number by the normal gravity value computed on the
 CD0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0769.degrees latitude (g = 980.6199 gals.).
 CD0769
 CD0769.The modeled gravity was interpolated from observed gravity values.
 CD0769
 CD0769;                    North         East    Units  Estimated Accuracy
 CD0769;SPC TX C     - 3,185,970.      181,420.      MT  (+/- 180 meters Scaled)
 CD0769
 CD0769                          SUPERSEDED SURVEY CONTROL
 CD0769
 CD0769.No superseded survey control is available for this station.
 CD0769
 CD0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ257553(NAD 83)
 CD0769_MARKER: P = PIPE CAP
 CD0769_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0769_SP_SET: SHALLOW-SET PIPE
 CD0769_STAMPING: 1 J 1940
 CD0769_MARK LOGO: USGS  
 CD0769_PROJECTION: PROJECTING 30 CENTIMETERS
 CD0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0769
 CD0769  HISTORY     - Date     Condition        Report By
 CD0769  HISTORY     - 1940     MONUMENTED       USGS
 CD0769  HISTORY     - 1981     GOOD             NGS
 CD0769
 CD0769                          STATION DESCRIPTION
 CD0769
 CD0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0769'45.6 KM (28.35 MI) NW FROM SIERRA BLANCA.
 CD0769'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0769'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0769'SOUTH ALONG A GRAVELED ROAD, THENCE 39.2 KM (24.35 MI) NORTHWESTERLY
 CD0769'ALONG INTERSTATE HIGHWAY 10, 0.2 KM (0.15 MI) SOUTHEAST OF MILEPOST
 CD0769'79, 51.7 METERS (169.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 CD0769'A BOX CULVERT, 18.0 METERS (59.1 FT) SOUTHWEST OF THE CENTERLINE
 CD0769'OF THE EAST BOUND LANES OF THE HIGHWAY AND 13.7 METERS (44.9 FT)
 CD0769'NORTHEAST OF A FENCE.
 CD0769'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CD0769'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1577 ***********************************************************************
 AJ1577  DESIGNATION -  1 KD RESET
 AJ1577  PID         -  AJ1577
 AJ1577  STATE/COUNTY-  TX/CONCHO
 AJ1577  USGS QUAD   -  LIVE OAK (1970)
 AJ1577
 AJ1577                         *CURRENT SURVEY CONTROL
 AJ1577  ___________________________________________________________________
 AJ1577* NAD 83(1986)-  31 13 03.     (N)    099 57 38.     (W)     SCALED    
 AJ1577* NAVD 88     -       650.64   (meters)    2134.6    (feet)  RESET     
 AJ1577  ___________________________________________________________________
 AJ1577  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AJ1577
 AJ1577  VERT ORDER  -  THIRD
 AJ1577
 AJ1577.The horizontal coordinates were scaled from a topographic map and have
 AJ1577.an estimated accuracy of +/- 6 seconds.
 AJ1577
 AJ1577.The orthometric height was computed from unverified reset data.
 AJ1577.No vertical observational check was made to the station.
 AJ1577
 AJ1577.The geoid height was determined by GEOID03.
 AJ1577
 AJ1577;                    North         East    Units  Estimated Accuracy
 AJ1577;SPC TX C     - 3,171,980.      735,520.      MT  (+/- 180 meters Scaled)
 AJ1577
 AJ1577                          SUPERSEDED SURVEY CONTROL
 AJ1577
 AJ1577.No superseded survey control is available for this station.
 AJ1577
 AJ1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV085541(NAD 83)
 AJ1577_MARKER: DD = SURVEY DISK
 AJ1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1577_STAMPING: 1 KD RESET 1999
 AJ1577_MARK LOGO: TXDOT 
 AJ1577_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1577+STABILITY: SURFACE MOTION
 AJ1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1577+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1577
 AJ1577  HISTORY     - Date     Condition        Report By
 AJ1577  HISTORY     - 1999     MONUMENTED       NGS
 AJ1577
 AJ1577                          STATION DESCRIPTION
 AJ1577
 AJ1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RLZ)
 AJ1577'THE STATION IS LOCATED ABOUT 34 MILES (54.7 KM) SOUTHEAST FROM SAN
 AJ1577'ANGELO, 23 MILES (37.0 KM) NORTH-NORTHWEST FROM MENARD, 6.75 MILES
 AJ1577'(10.86 KM) WEST OF EDEN ON THE SOUTH RIGHT-OF-WAY OF U.S.  HIGHWAY 87,
 AJ1577'AND ON PROPERTY OF THE TEXAS DEPATMENT OF TRANSPORTATION.  TO REACH
 AJ1577'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 83 AND 87 IN EDEN, GO
 AJ1577'WEST ON HIGHWAY 87 FOR 6.85 MILES (11.02 KM) TO THE JUNCTION OF CONCHO
 AJ1577'COUNTY 2041 ON THE LEFT AND THE STATION.  IT IS 7.5 METERS (24.6 FT)
 AJ1577'FROM THE CENTER OF COUNTY ROAD 2041 AND 0.46 METER (1.51 FT) NORTHEAST
 AJ1577'FROM A METAL RIGHT-OF-WAY FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0727 ***********************************************************************
 CA0727  DESIGNATION -  1 KD USGS
 CA0727  PID         -  CA0727
 CA0727  STATE/COUNTY-  TX/CONCHO
 CA0727  USGS QUAD   -  LIVE OAK (1970)
 CA0727
 CA0727                         *CURRENT SURVEY CONTROL
 CA0727  ___________________________________________________________________
 CA0727* NAD 83(1986)-  31 13 03.     (N)    099 57 37.     (W)     SCALED    
 CA0727* NAVD 88     -       651.815  (meters)    2138.50   (feet)  ADJUSTED  
 CA0727  ___________________________________________________________________
 CA0727  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CA0727  DYNAMIC HT  -         650.910 (meters)    2135.53  (feet)  COMP
 CA0727  MODELED GRAV-     979,230.8   (mgal)                       NAVD 88
 CA0727
 CA0727  VERT ORDER  -  FIRST     CLASS II
 CA0727
 CA0727.The horizontal coordinates were scaled from a topographic map and have
 CA0727.an estimated accuracy of +/- 6 seconds.
 CA0727
 CA0727.The orthometric height was determined by differential leveling
 CA0727.and adjusted by the National Geodetic Survey in June 1991..
 CA0727
 CA0727.The geoid height was determined by GEOID03.
 CA0727
 CA0727.The dynamic height is computed by dividing the NAVD 88
 CA0727.geopotential number by the normal gravity value computed on the
 CA0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0727.degrees latitude (g = 980.6199 gals.).
 CA0727
 CA0727.The modeled gravity was interpolated from observed gravity values.
 CA0727
 CA0727;                    North         East    Units  Estimated Accuracy
 CA0727;SPC TX C     - 3,171,980.      735,540.      MT  (+/- 180 meters Scaled)
 CA0727
 CA0727                          SUPERSEDED SURVEY CONTROL
 CA0727
 CA0727.No superseded survey control is available for this station.
 CA0727
 CA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV085541(NAD 83)
 CA0727_MARKER: DB = BENCH MARK DISK
 CA0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0727_SP_SET: CONCRETE POST
 CA0727_STAMPING: 1 KD 1969
 CA0727_MARK LOGO: USGS  
 CA0727_PROJECTION: PROJECTING 15 CENTIMETERS
 CA0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0727+STABILITY: SURFACE MOTION
 CA0727
 CA0727  HISTORY     - Date     Condition        Report By
 CA0727  HISTORY     - 1969     MONUMENTED       USGS
 CA0727  HISTORY     - 1981     GOOD             NGS
 CA0727  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA0727
 CA0727                          STATION DESCRIPTION
 CA0727
 CA0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0727'11.0 KM (6.85 MI) NW FROM EDEN.
 CA0727'11.0 KM (6.85 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION
 CA0727'WITH U.S. HIGHWAY 83 IN EDEN, AT A GRAVELED ROAD LEADING SOUTHWEST, AT
 CA0727'THE EAST EDGE OF A ROADSIDE REST AREA, 48.8 METERS (160.1 FT) SOUTH OF
 CA0727'THE CENTERLINE OF THE HIGHWAY, 9.6 METERS (31.5 FT) WEST OF THE CENTER
 CA0727'OF THE ROAD, 2.2 METERS (7.2 FT) WEST OF A PIPE FENCE CORNER AND 0.5
 CA0727'METER (1.6 FT) NORTH OF A FENCE.
 CA0727'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CA0727'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CA0727
 CA0727                          STATION RECOVERY (1999)
 CA0727
 CA0727'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1001 ***********************************************************************
 BY1001  DESIGNATION -  1 L 90
 BY1001  PID         -  BY1001
 BY1001  STATE/COUNTY-  TX/ANGELINA
 BY1001  USGS QUAD   -  HUNTINGTON (1980)
 BY1001
 BY1001                         *CURRENT SURVEY CONTROL
 BY1001  ___________________________________________________________________
 BY1001* NAD 83(1986)-  31 22 08.     (N)    094 30 32.     (W)     SCALED    
 BY1001* NAVD 88     -        70.53   (+/-2cm)     231.4    (feet)  VERTCON   
 BY1001  ___________________________________________________________________
 BY1001  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY1001
 BY1001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1001
 BY1001.The horizontal coordinates were scaled from a topographic map and have
 BY1001.an estimated accuracy of +/- 6 seconds.
 BY1001
 BY1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1001.The vertical order pertains to the NGVD 29 superseded value.
 BY1001
 BY1001.The geoid height was determined by GEOID03.
 BY1001
 BY1001;                    North         East    Units  Estimated Accuracy
 BY1001;SPC TX C     - 3,203,200.    1,253,800.      MT  (+/- 180 meters Scaled)
 BY1001
 BY1001                          SUPERSEDED SURVEY CONTROL
 BY1001
 BY1001  NGVD 29 (??/??/92)   70.575  (m)          231.54   (f) ADJ UNCH    2 0
 BY1001
 BY1001.Superseded values are not recommended for survey control.
 BY1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1001.See file dsdata.txt to determine how the superseded data were derived.
 BY1001
 BY1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ565714(NAD 83)
 BY1001_MARKER: DD = SURVEY DISK
 BY1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1001_STAMPING: 1 L 90
 BY1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1001+STABILITY: SURFACE MOTION
 BY1001
 BY1001  HISTORY     - Date     Condition        Report By
 BY1001  HISTORY     - UNK      MONUMENTED       DOD
 BY1001  HISTORY     - 1949     GOOD             NGS
 BY1001
 BY1001                          STATION DESCRIPTION
 BY1001
 BY1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1001'1.5 MI W FROM EWING.
 BY1001'1.2 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1001'RAILROAD WATER TANK AT EWING, THENCE 0.3 MILE SOUTH ALONG A GRADED
 BY1001'DIRT ROAD, 54 FEET SOUTHWEST OF THE CENTER LINE OF A DIM WOODS ROAD,
 BY1001'24 FEET NORTHEAST OF THE CENTER LINE OF THE GRADED DIRT ROAD, 17.2
 BY1001'FEET EAST OF A 12 INCH PINE TREE, 15.7 FEET NORTHWEST OF A 14 INCH OAK
 BY1001'TREE, 12.4 FEET SOUTHWEST OF A 12 INCH PINE TREE, 3 FOOT SOUTHEAST OF
 BY1001'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 BY1001'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1000 ***********************************************************************
 BY1000  DESIGNATION -  1 L 91
 BY1000  PID         -  BY1000
 BY1000  STATE/COUNTY-  TX/ANGELINA
 BY1000  USGS QUAD   -  HUNTINGTON (1980)
 BY1000
 BY1000                         *CURRENT SURVEY CONTROL
 BY1000  ___________________________________________________________________
 BY1000* NAD 83(1986)-  31 22 12.     (N)    094 30 34.     (W)     SCALED    
 BY1000* NAVD 88     -        65.29   (+/-2cm)     214.2    (feet)  VERTCON   
 BY1000  ___________________________________________________________________
 BY1000  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY1000
 BY1000  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1000
 BY1000.The horizontal coordinates were scaled from a topographic map and have
 BY1000.an estimated accuracy of +/- 6 seconds.
 BY1000
 BY1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1000.The vertical order pertains to the NGVD 29 superseded value.
 BY1000
 BY1000.The geoid height was determined by GEOID03.
 BY1000
 BY1000;                    North         East    Units  Estimated Accuracy
 BY1000;SPC TX C     - 3,203,320.    1,253,740.      MT  (+/- 180 meters Scaled)
 BY1000
 BY1000                          SUPERSEDED SURVEY CONTROL
 BY1000
 BY1000  NGVD 29 (??/??/92)   65.338  (m)          214.36   (f) ADJ UNCH    2 0
 BY1000
 BY1000.Superseded values are not recommended for survey control.
 BY1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1000.See file dsdata.txt to determine how the superseded data were derived.
 BY1000
 BY1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ564715(NAD 83)
 BY1000_MARKER: DD = SURVEY DISK
 BY1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1000_STAMPING: 1 L 91
 BY1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1000+STABILITY: SURFACE MOTION
 BY1000
 BY1000  HISTORY     - Date     Condition        Report By
 BY1000  HISTORY     - UNK      MONUMENTED       DOD
 BY1000  HISTORY     - 1949     GOOD             NGS
 BY1000
 BY1000                          STATION DESCRIPTION
 BY1000
 BY1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1000'1.3 MI S FROM EWING.
 BY1000'1.2 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1000'RAILROAD WATER TANK AT EWING, THENCE 0.2 MILE SOUTH ALONG A GRADED
 BY1000'DIRT ROAD, 23.0 FEET NORTH OF A 16-INCH PINE TREE, 21.0 FEET EAST OF
 BY1000'THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A REFERENCE POST, AND
 BY1000'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0656 ***********************************************************************
 BZ0656  DESIGNATION -  1 R USDA
 BZ0656  PID         -  BZ0656
 BZ0656  STATE/COUNTY-  TX/NAVARRO
 BZ0656  USGS QUAD   -  DAWSON (1978)
 BZ0656
 BZ0656                         *CURRENT SURVEY CONTROL
 BZ0656  ___________________________________________________________________
 BZ0656* NAD 83(1986)-  31 54 59.     (N)    096 41 08.     (W)     SCALED    
 BZ0656* NAVD 88     -       129.575  (meters)     425.11   (feet)  ADJUSTED  
 BZ0656  ___________________________________________________________________
 BZ0656  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BZ0656  DYNAMIC HT  -         129.422 (meters)     424.61  (feet)  COMP
 BZ0656  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 BZ0656
 BZ0656  VERT ORDER  -  SECOND    CLASS 0
 BZ0656
 BZ0656.The horizontal coordinates were scaled from a topographic map and have
 BZ0656.an estimated accuracy of +/- 6 seconds.
 BZ0656
 BZ0656.The orthometric height was determined by differential leveling
 BZ0656.and adjusted by the National Geodetic Survey in June 1991..
 BZ0656
 BZ0656.The geoid height was determined by GEOID03.
 BZ0656
 BZ0656.The dynamic height is computed by dividing the NAVD 88
 BZ0656.geopotential number by the normal gravity value computed on the
 BZ0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0656.degrees latitude (g = 980.6199 gals.).
 BZ0656
 BZ0656.The modeled gravity was interpolated from observed gravity values.
 BZ0656
 BZ0656;                    North         East    Units  Estimated Accuracy
 BZ0656;SPC TXNC     - 2,029,180.      771,610.      MT  (+/- 180 meters Scaled)
 BZ0656
 BZ0656                          SUPERSEDED SURVEY CONTROL
 BZ0656
 BZ0656  NGVD 29 (??/??/92)  129.554  (m)          425.05   (f) ADJ UNCH    2 0
 BZ0656
 BZ0656.Superseded values are not recommended for survey control.
 BZ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0656.See file dsdata.txt to determine how the superseded data were derived.
 BZ0656
 BZ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA188335(NAD 83)
 BZ0656_MARKER: DB = BENCH MARK DISK
 BZ0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0656_STAMPING: 1 R 1939
 BZ0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0656+STABILITY: SURFACE MOTION
 BZ0656
 BZ0656  HISTORY     - Date     Condition        Report By
 BZ0656  HISTORY     - 1939     MONUMENTED       USDA
 BZ0656  HISTORY     - 1947     GOOD             NGS
 BZ0656
 BZ0656                          STATION DESCRIPTION
 BZ0656
 BZ0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0656'2.3 MI NE FROM DAWSON.
 BZ0656'2.3 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM THE
 BZ0656'STATION AT DAWSON, ABOUT IN THE MIDDLE OF AND ON THE SOUTHEAST BANK OF
 BZ0656'A PROMINENT CUT, 360.0 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 BZ0656'ROAD CROSSING, 39.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 POLE
 BZ0656'NORTHEAST OF AND ACROSS THE TRACKS FROM MILE POST 640/0, 19.3 FEET
 BZ0656'NORTHEAST OF A TELEGRAPH POLE, 1.2 FEET SOUTHEAST OF A 4X4 MARKER
 BZ0656'POST, ABOUT 10.0 FEET ABOVE THE LEVEL OF THE TRACKS.  A BRONZE U.S.
 BZ0656'DEPARTMENT OF AGRICULTURE - FLOOD CONTROL SURVEYS DISK SET IN THE TOP
 BZ0656'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0436 ***********************************************************************
 CE0436  DESIGNATION -  1 REB
 CE0436  PID         -  CE0436
 CE0436  STATE/COUNTY-  TX/EL PASO
 CE0436  USGS QUAD   -  SMELTERTOWN (1994)
 CE0436
 CE0436                         *CURRENT SURVEY CONTROL
 CE0436  ___________________________________________________________________
 CE0436* NAD 83(1986)-  31 49 37.     (N)    106 34 13.     (W)     SCALED    
 CE0436* NAVD 88     -      1141.605  (meters)    3745.42   (feet)  ADJUSTED  
 CE0436  ___________________________________________________________________
 CE0436  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0436  DYNAMIC HT  -        1139.911 (meters)    3739.86  (feet)  COMP
 CE0436  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 CE0436
 CE0436  VERT ORDER  -  FIRST     CLASS II
 CE0436
 CE0436.The horizontal coordinates were scaled from a topographic map and have
 CE0436.an estimated accuracy of +/- 6 seconds.
 CE0436
 CE0436.The orthometric height was determined by differential leveling
 CE0436.and adjusted by the National Geodetic Survey in June 1991..
 CE0436
 CE0436.The geoid height was determined by GEOID03.
 CE0436
 CE0436.The dynamic height is computed by dividing the NAVD 88
 CE0436.geopotential number by the normal gravity value computed on the
 CE0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0436.degrees latitude (g = 980.6199 gals.).
 CE0436
 CE0436.The modeled gravity was interpolated from observed gravity values.
 CE0436
 CE0436;                    North         East    Units  Estimated Accuracy
 CE0436;SPC TX C     - 3,256,040.      109,870.      MT  (+/- 180 meters Scaled)
 CE0436
 CE0436                          SUPERSEDED SURVEY CONTROL
 CE0436
 CE0436.No superseded survey control is available for this station.
 CE0436
 CE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR513223(NAD 83)
 CE0436_MARKER: DD = SURVEY DISK
 CE0436_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0436_SP_SET: CULVERT HEADWALL
 CE0436_STAMPING: 1 REB 1979
 CE0436_MARK LOGO: USGS  
 CE0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0436+STABILITY: SURFACE MOTION
 CE0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0436+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0436
 CE0436  HISTORY     - Date     Condition        Report By
 CE0436  HISTORY     - 1979     MONUMENTED       USGS
 CE0436  HISTORY     - 1981     GOOD             NGS
 CE0436  HISTORY     - 19940418 GOOD             NGS
 CE0436
 CE0436                          STATION DESCRIPTION
 CE0436
 CE0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0436'IN EL PASO.
 CE0436'THE MARK IS 0.3 M ABOVE THE AVENUE.
 CE0436'IN EL PASO, AT THE JUNCTION OF DONIPHAN ROAD AND BIRD AVENUE, IN TOP
 CE0436'CENTER OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER BIRD
 CE0436'AVENUE, 10.0 METERS (32.8 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 CE0436'ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 8.1 METERS (26.5 FT)
 CE0436'SOUTHEAST OF THE CENTER OF THE AVENUE.
 CE0436
 CE0436                          STATION RECOVERY (1994)
 CE0436
 CE0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0436'IN EL PASO, AT THE INTERSECTION OF DONIPHAN DRIVE AND BIRD AVENUE, IN
 CE0436'TOP OF AND 1.9 M (6.2 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 CE0436'SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE AVENUE, 34.7 M
 CE0436'(113.8 FT) SOUTHWEST OF THE DRIVE CENTERLINE, 9.9 M (32.5 FT)
 CE0436'SOUTHWEST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 8.0 M (26.2 FT)
 CE0436'SOUTHEAST OF THE AVENUE CENTERLINE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL
 CE0436'OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5520 ***********************************************************************
 AH5520  DESIGNATION -  1 SAC ET
 AH5520  PID         -  AH5520
 AH5520  STATE/COUNTY-  TX/KAUFMAN
 AH5520  USGS QUAD   -  ELMO (1981)
 AH5520
 AH5520                         *CURRENT SURVEY CONTROL
 AH5520  ___________________________________________________________________
 AH5520* NAD 83(1993)-  32 37 52.38534(N)    096 14 09.61096(W)     ADJUSTED  
 AH5520* NAVD 88     -       147.0    (meters)     482.     (feet)  VERTCON   
 AH5520  ___________________________________________________________________
 AH5520  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AH5520  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH5520
 AH5520  HORZ ORDER  -  THIRD
 AH5520
 AH5520.The horizontal coordinates were established by classical geodetic methods
 AH5520.and adjusted by the National Geodetic Survey in July 1998..
 AH5520
 AH5520.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5520
 AH5520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5520
 AH5520.The geoid height was determined by GEOID03.
 AH5520
 AH5520;                    North         East     Units Scale Factor Converg.
 AH5520;SPC TXNC     - 2,109,248.307   812,415.775   MT  0.99989937   +1 14 05.2
 AH5520;SPC TXNC     - 6,920,092.15  2,665,400.76   sFT  0.99989937   +1 14 05.2
 AH5520;UTM  14      - 3,613,779.290   759,312.285   MT  1.00042925   +1 29 28.5
 AH5520
 AH5520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5520!SPC TXNC     -   0.99998089  x   0.99989937  =   0.99988026
 AH5520!UTM  14      -   0.99998089  x   1.00042925  =   1.00041013
 AH5520
 AH5520                          SUPERSEDED SURVEY CONTROL
 AH5520
 AH5520  NGVD 29 (07/28/98)  147.0    (m)          482.     (f) VERT ANG       
 AH5520
 AH5520.Superseded values are not recommended for survey control.
 AH5520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5520.See file dsdata.txt to determine how the superseded data were derived.
 AH5520
 AH5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5931213779(NAD 83)
 AH5520_MARKER: DS = TRIANGULATION STATION DISK
 AH5520_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5520_PROJECTION: FLUSH
 AH5520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5520+STABILITY: SURFACE MOTION
 AH5520
 AH5520  HISTORY     - Date     Condition        Report By
 AH5520  HISTORY     - 1961     MONUMENTED       USGS
 AH5520
 AH5520                          STATION DESCRIPTION
 AH5520
 AH5520'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH5520'STATION LOCATED ON TOP OF LOW RIDGE ABOUT 4 MI. N. AND 5 MI. E. OF
 AH5520'KAUFMAN, TEXAS.
 AH5520'TO REACH FROM KAUFMAN COUNTY COURTHOUSE, PROCEED N. ALONG STATE ROUTE
 AH5520'34 2.8 MI. TO Y-RD., TURN RIGHT ON DIRT RD. AND PROCEED 2.45 MI. TO A
 AH5520'T-RD., THENCE RIGHT 0.55 MI. TO STATION ON THE LEFT, STATION IS 342
 AH5520'FT. PAST LONE FARM HOUSE, 17 FT. NE. OF CENTERLINE OF DIRT RD. AND 8
 AH5520'FT. NW. OF REA POWER POLE.
 AH5520'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.5
 AH5520'FT. ABOVE GROUND, STAMPED---1-SAC ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3653 ***********************************************************************
 AW3653  DESIGNATION -  1 TXHD
 AW3653  PID         -  AW3653
 AW3653  STATE/COUNTY-  TX/HARRIS
 AW3653  USGS QUAD   -  PASADENA (1995)
 AW3653
 AW3653                         *CURRENT SURVEY CONTROL
 AW3653  ___________________________________________________________________
 AW3653* NAD 83(1986)-  29 43 41.     (N)    095 12 43.     (W)     SCALED    
 AW3653* NAVD 88     -       -15.50   (+/-2cm)     -50.9    (feet)  VERTCON   
 AW3653  ___________________________________________________________________
 AW3653  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3653
 AW3653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3653
 AW3653.The horizontal coordinates were scaled from a topographic map and have
 AW3653.an estimated accuracy of +/- 6 seconds.
 AW3653
 AW3653.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3653.The vertical order pertains to the NGVD 29 superseded value.
 AW3653
 AW3653.The geoid height was determined by GEOID03.
 AW3653
 AW3653;                    North         East    Units  Estimated Accuracy
 AW3653;SPC TXSC     - 4,215,920.      966,380.      MT  (+/- 180 meters Scaled)
 AW3653
 AW3653                          SUPERSEDED SURVEY CONTROL
 AW3653
 AW3653  NGVD 29 (??/??/92)  -15.499  (m)          -50.85   (f) ADJ UNCH    2 0
 AW3653
 AW3653.Superseded values are not recommended for survey control.
 AW3653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3653.See file dsdata.txt to determine how the superseded data were derived.
 AW3653
 AW3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN860907(NAD 83)
 AW3653_MARKER: DD = SURVEY DISK
 AW3653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3653_SP_SET: GUTTER
 AW3653_STAMPING: NO 1
 AW3653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3653
 AW3653  HISTORY     - Date     Condition        Report By
 AW3653  HISTORY     - UNK      MONUMENTED       TXHD
 AW3653  HISTORY     - 1973     GOOD             NGS
 AW3653  HISTORY     - 1978     GOOD             NGS
 AW3653  HISTORY     - 1987     GOOD             USPSQD
 AW3653  HISTORY     - 1987     GOOD             USPSQD
 AW3653  HISTORY     - 1987     GOOD             USPSQD
 AW3653  HISTORY     - 1988     GOOD             USPSQD
 AW3653  HISTORY     - 1988     GOOD             USPSQD
 AW3653
 AW3653                          STATION DESCRIPTION
 AW3653
 AW3653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3653'IN PASADENA.
 AW3653'AT PASADENA, IN THE WASHBURN TUNNEL, ABOUT 0.15 MILE SOUTH OF THE
 AW3653'NORTH ARCHWAY ENTRANCE TO THE TUNNEL, EAST OF AND ACROSS FROM THE
 AW3653'HIGHWAY THROUGH THE TUNNEL FROM A FIRE HOSE BOX, ABOUT 5 FEET NORTH OF
 AW3653'AN OPENING IN THE GUARD RAILING ALONG THE WALKWAY, ABOUT 10 INCHES
 AW3653'ABOVE THE FLOOR OF THE TUNNEL, SET IN THE TOP OF THE EAST CONCRETE
 AW3653'GUTTER AND ABOUT 6 INCHES WEST OF THE EAST WALKWAY.
 AW3653
 AW3653                          STATION RECOVERY (1978)
 AW3653
 AW3653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3653'RECOVERED IN GOOD CONDITION.
 AW3653
 AW3653                          STATION RECOVERY (1987)
 AW3653
 AW3653'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW3653'RECOVERED IN GOOD CONDITION.
 AW3653
 AW3653                          STATION RECOVERY (1987)
 AW3653
 AW3653'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW3653'RECOVERED IN GOOD CONDITION.
 AW3653
 AW3653                          STATION RECOVERY (1987)
 AW3653
 AW3653'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW3653'RECOVERED IN GOOD CONDITION.
 AW3653
 AW3653                          STATION RECOVERY (1988)
 AW3653
 AW3653'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW3653'RECOVERED IN GOOD CONDITION.
 AW3653
 AW3653                          STATION RECOVERY (1988)
 AW3653
 AW3653'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW3653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1072 ***********************************************************************
 AY1072  DESIGNATION -  1 TXHD
 AY1072  PID         -  AY1072
 AY1072  STATE/COUNTY-  TX/KENDALL
 AY1072  USGS QUAD   -  BOERNE (1982)
 AY1072
 AY1072                         *CURRENT SURVEY CONTROL
 AY1072  ___________________________________________________________________
 AY1072* NAD 83(1986)-  29 46 50.     (N)    098 43 44.     (W)     SCALED    
 AY1072* NAVD 88     -       436.487  (meters)    1432.04   (feet)  ADJUSTED  
 AY1072  ___________________________________________________________________
 AY1072  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AY1072  DYNAMIC HT  -         435.853 (meters)    1429.96  (feet)  COMP
 AY1072  MODELED GRAV-     979,176.1   (mgal)                       NAVD 88
 AY1072
 AY1072  VERT ORDER  -  FIRST     CLASS II
 AY1072
 AY1072.The horizontal coordinates were scaled from a topographic map and have
 AY1072.an estimated accuracy of +/- 6 seconds.
 AY1072
 AY1072.The orthometric height was determined by differential leveling
 AY1072.and adjusted by the National Geodetic Survey in June 1991..
 AY1072
 AY1072.The geoid height was determined by GEOID03.
 AY1072
 AY1072.The dynamic height is computed by dividing the NAVD 88
 AY1072.geopotential number by the normal gravity value computed on the
 AY1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1072.degrees latitude (g = 980.6199 gals.).
 AY1072
 AY1072.The modeled gravity was interpolated from observed gravity values.
 AY1072
 AY1072;                    North         East    Units  Estimated Accuracy
 AY1072;SPC TXSC     - 4,215,840.      626,210.      MT  (+/- 180 meters Scaled)
 AY1072
 AY1072                          SUPERSEDED SURVEY CONTROL
 AY1072
 AY1072.No superseded survey control is available for this station.
 AY1072
 AY1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT262945(NAD 83)
 AY1072_MARKER: DD = SURVEY DISK
 AY1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1072_MARK LOGO: TXHD  
 AY1072_PROJECTION: RECESSED 6 CENTIMETERS
 AY1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1072+STABILITY: SURFACE MOTION
 AY1072
 AY1072  HISTORY     - Date     Condition        Report By
 AY1072  HISTORY     - UNK      MONUMENTED       TXHD
 AY1072  HISTORY     - 1953     GOOD             NGS
 AY1072  HISTORY     - 1982     GOOD             NGS
 AY1072
 AY1072                          STATION DESCRIPTION
 AY1072
 AY1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1072'0.9 MI S FROM BOERNE.
 AY1072'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1072'41 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 67 FEET
 AY1072'WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF A TELEPHONE
 AY1072'POLE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1072'WHICH IS FLUSH WITH THE GROUND.
 AY1072
 AY1072                          STATION RECOVERY (1982)
 AY1072
 AY1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1072'THE MARK IS SET AT THE NORTHWEST CORNER OF THE JUNCTION OF U.S.
 AY1072'BUSINESS HIGHWAY 87 AND STATE HIGHWAY 46 WEST IN THE SOUTH EDGE OF
 AY1072'BOERNE, 20.4 METERS (67.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 87,
 AY1072'12.4 METERS (41.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 46
 AY1072'WEST, 1.2 METERS (4.0 FT) WEST OF A TELEPHONE POLE, 0.3 METER (1.0 FT)
 AY1072'EAST OF A TXHD CONCRETE RIGHT OF WAY POST.
 AY1072'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 AY1072'THE MARK IS ABOVE LEVEL WITH HIGHWAY 87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0614 ***********************************************************************
 BZ0614  DESIGNATION -  1 TXRD
 BZ0614  PID         -  BZ0614
 BZ0614  STATE/COUNTY-  TX/LIMESTONE
 BZ0614  USGS QUAD   -  GROESBECK (1978)
 BZ0614
 BZ0614                         *CURRENT SURVEY CONTROL
 BZ0614  ___________________________________________________________________
 BZ0614* NAD 83(1986)-  31 31 20.     (N)    096 32 04.     (W)     SCALED    
 BZ0614* NAVD 88     -       145.62   (+/-2cm)     477.8    (feet)  VERTCON   
 BZ0614  ___________________________________________________________________
 BZ0614  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 BZ0614
 BZ0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0614
 BZ0614.The horizontal coordinates were scaled from a topographic map and have
 BZ0614.an estimated accuracy of +/- 6 seconds.
 BZ0614
 BZ0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0614.The vertical order pertains to the NGVD 29 superseded value.
 BZ0614
 BZ0614.The geoid height was determined by GEOID03.
 BZ0614
 BZ0614;                    North         East    Units  Estimated Accuracy
 BZ0614;SPC TX C     - 3,211,860.    1,060,720.      MT  (+/- 180 meters Scaled)
 BZ0614
 BZ0614                          SUPERSEDED SURVEY CONTROL
 BZ0614
 BZ0614  NGVD 29 (??/??/92)  145.576  (m)          477.61   (f) ADJ UNCH    2 0
 BZ0614
 BZ0614.Superseded values are not recommended for survey control.
 BZ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0614.See file dsdata.txt to determine how the superseded data were derived.
 BZ0614
 BZ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV341901(NAD 83)
 BZ0614_MARKER: DD = SURVEY DISK
 BZ0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0614+STABILITY: SURFACE MOTION
 BZ0614
 BZ0614  HISTORY     - Date     Condition        Report By
 BZ0614  HISTORY     - UNK      MONUMENTED       TXRD
 BZ0614  HISTORY     - 1935     GOOD             NGS
 BZ0614  HISTORY     - 1941     GOOD             NGS
 BZ0614
 BZ0614                          STATION DESCRIPTION
 BZ0614
 BZ0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BZ0614'IN GROESBECK.
 BZ0614'AT THE LIMESTONE COUNTY COURTHOUSE.  6 FEET E OF NE CORNER OF
 BZ0614'BUILDING.  27 FEET N OF ENTRANCE ON E SIDE OF BUILDING.
 BZ0614
 BZ0614                          STATION RECOVERY (1941)
 BZ0614
 BZ0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 BZ0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1242 ***********************************************************************
 AB1242  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1242  DESIGNATION -  1 USE
 AB1242  PID         -  AB1242
 AB1242  STATE/COUNTY-  TX/CAMERON
 AB1242  USGS QUAD   -  PORT ISABEL (1983)
 AB1242
 AB1242                         *CURRENT SURVEY CONTROL
 AB1242  ___________________________________________________________________
 AB1242* NAD 83(1986)-  26 04 05.     (N)    097 09 20.     (W)     SCALED    
 AB1242* NAVD 88     -         1.427  (meters)       4.68   (feet)  ADJUSTED  
 AB1242  ___________________________________________________________________
 AB1242  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 AB1242  DYNAMIC HT  -           1.424 (meters)       4.67  (feet)  COMP
 AB1242  MODELED GRAV-     979,069.5   (mgal)                       NAVD 88
 AB1242
 AB1242  VERT ORDER  -  FIRST     CLASS II
 AB1242
 AB1242.The horizontal coordinates were scaled from a topographic map and have
 AB1242.an estimated accuracy of +/- 6 seconds.
 AB1242
 AB1242.The orthometric height was determined by differential leveling
 AB1242.and adjusted by the National Geodetic Survey in June 1991..
 AB1242
 AB1242.This Tidal Bench Mark is designated as VM 1699
 AB1242.by the Center for Operational Oceanographic Products and Services.
 AB1242
 AB1242.The geoid height was determined by GEOID03.
 AB1242
 AB1242.The dynamic height is computed by dividing the NAVD 88
 AB1242.geopotential number by the normal gravity value computed on the
 AB1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1242.degrees latitude (g = 980.6199 gals.).
 AB1242
 AB1242.The modeled gravity was interpolated from observed gravity values.
 AB1242
 AB1242;                    North         East    Units  Estimated Accuracy
 AB1242;SPC TX S     - 5,045,190.      434,530.      MT  (+/- 180 meters Scaled)
 AB1242
 AB1242                          SUPERSEDED SURVEY CONTROL
 AB1242
 AB1242.No superseded survey control is available for this station.
 AB1242
 AB1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP845845(NAD 83)
 AB1242_MARKER: DJ = TIDAL STATION DISK
 AB1242_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB1242_SP_SET: ROCK JETTIES
 AB1242_STAMPING: 1 1934
 AB1242_MARK LOGO: USE   
 AB1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1242+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2006
 AB1242
 AB1242  HISTORY     - Date     Condition        Report By
 AB1242  HISTORY     - 1934     MONUMENTED       USE
 AB1242  HISTORY     - 1982     GOOD             NGS
 AB1242  HISTORY     - 1987     GOOD             USPSQD
 AB1242  HISTORY     - 19910306 GOOD             USPSQD
 AB1242  HISTORY     - 19971011 GOOD             USPSQD
 AB1242  HISTORY     - 20060101 GOOD             USPSQD
 AB1242
 AB1242                          STATION DESCRIPTION
 AB1242
 AB1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1242'2.2 KM (1.4 MI) SE FROM SOUTH PADRE ISLAND.
 AB1242'2.2 KM (1.4 MI) SOUTHEAST ALONG STATE PARK ROAD 100 SOUTH FROM THE
 AB1242'JUNCTION OF STATE PARK ROAD 100 NORTH AND STATE PARK ROAD 100 WEST IN
 AB1242'SOUTH PADRE ISLAND TO THE JETTIES RESTAURANT AND LOUNGE THAT IS
 AB1242'LOCATED AT THE EXTREME SOUTHEAST END OF SOUTH PADRE ISLAND BY THE
 AB1242'NORTH END OF THE JETTIES, A USE DISK SET IN THE CENTER OF THE NORTH
 AB1242'JETTIES AT THE ENTRANCE TO PORT ISABEL CHANNEL ON SOUTH PADRE ISLAND,
 AB1242'121.6 METERS (399.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 AB1242'RESTAURANT, 40.5 METERS (133.0 FT) EAST OF BENCH MARK 0 USE 1934, AND
 AB1242'20.7 METERS (68.0 FT) WEST OF BENCH MARK 2 USE 1934.
 AB1242'THE MARK IS ABOVE LEVEL WITH JETTIE.
 AB1242
 AB1242                          STATION RECOVERY (1987)
 AB1242
 AB1242'RECOVERY NOTE BY US POWER SQUADRON 1987 (GSS)
 AB1242'RECOVERED IN GOOD CONDITION.
 AB1242
 AB1242                          STATION RECOVERY (1991)
 AB1242
 AB1242'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1242'RECOVERED IN GOOD CONDITION.
 AB1242
 AB1242                          STATION RECOVERY (1997)
 AB1242
 AB1242'RECOVERY NOTE BY US POWER SQUADRON 1997
 AB1242'RECOVERED IN GOOD CONDITION.
 AB1242
 AB1242                          STATION RECOVERY (2006)
 AB1242
 AB1242'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AB1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0939 ***********************************************************************
 BZ0939  DESIGNATION -  1 USE
 BZ0939  PID         -  BZ0939
 BZ0939  STATE/COUNTY-  TX/BELL
 BZ0939  USGS QUAD   -  POST OAK MOUNTAIN (1994)
 BZ0939
 BZ0939                         *CURRENT SURVEY CONTROL
 BZ0939  ___________________________________________________________________
 BZ0939* NAD 83(1986)-  31 08 12.     (N)    097 44 39.     (W)     SCALED    
 BZ0939* NAVD 88     -       279.532  (meters)     917.10   (feet)  ADJUSTED  
 BZ0939  ___________________________________________________________________
 BZ0939  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BZ0939  DYNAMIC HT  -         279.158 (meters)     915.87  (feet)  COMP
 BZ0939  MODELED GRAV-     979,296.7   (mgal)                       NAVD 88
 BZ0939
 BZ0939  VERT ORDER  -  FIRST     CLASS II
 BZ0939
 BZ0939.The horizontal coordinates were scaled from a topographic map and have
 BZ0939.an estimated accuracy of +/- 6 seconds.
 BZ0939
 BZ0939.The orthometric height was determined by differential leveling
 BZ0939.and adjusted by the National Geodetic Survey in June 1991..
 BZ0939
 BZ0939.The geoid height was determined by GEOID03.
 BZ0939
 BZ0939.The dynamic height is computed by dividing the NAVD 88
 BZ0939.geopotential number by the normal gravity value computed on the
 BZ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0939.degrees latitude (g = 980.6199 gals.).
 BZ0939
 BZ0939.The modeled gravity was interpolated from observed gravity values.
 BZ0939
 BZ0939;                    North         East    Units  Estimated Accuracy
 BZ0939;SPC TX C     - 3,165,830.      946,870.      MT  (+/- 180 meters Scaled)
 BZ0939
 BZ0939                          SUPERSEDED SURVEY CONTROL
 BZ0939
 BZ0939  NGVD 29 (??/??/92)  279.450  (m)          916.83   (f) ADJ UNCH    1 2
 BZ0939
 BZ0939.Superseded values are not recommended for survey control.
 BZ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0939.See file dsdata.txt to determine how the superseded data were derived.
 BZ0939
 BZ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV197454(NAD 83)
 BZ0939_MARKER: Q = CHISELED SQUARE
 BZ0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0939_SP_SET: CULVERT
 BZ0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0939
 BZ0939  HISTORY     - Date     Condition        Report By
 BZ0939  HISTORY     - UNK      MONUMENTED       DOD
 BZ0939  HISTORY     - 1957     GOOD             DOD
 BZ0939  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0939
 BZ0939                          STATION DESCRIPTION
 BZ0939
 BZ0939'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0939'3.8 MI NW FROM KILLEEN.
 BZ0939'3.8 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 0.3 MILE WEST ALONG THE
 BZ0939'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.7 MILE NORTH
 BZ0939'ALONG COLLEGE STREET, 0.1 MILE WEST ALONG DEAN STREET, 0.3 MILE NORTH
 BZ0939'ALONG GARTH STREET, 0.8 MILE NORTH ALONG THE AIRPORT ROAD, 1.1 MILES
 BZ0939'SOUTHWEST ALONG PARK AVENUE, 0.25 MILE SOUTH ALONG TWENTIETH STREET,
 BZ0939'0.25 MILE WEST ALONG BATTALION AVENUE, ON THE FORT HOOD MILITARY
 BZ0939'RESERVATION, 68 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 BZ0939'BATTALION AVENUE AND ACADEMIC DRIVE, AT A 24-INCH CONCRETE CULVERT
 BZ0939'UNDER ACADEMIC DRIVE, ON THE TOP OF THE SOUTH END OF THE WEST
 BZ0939'HEADWALL, AND 22 FEET WEST OF THE CENTERLINE OF ACADEMIC DRIVE.
 BZ0939
 BZ0939                          STATION RECOVERY (2001)
 BZ0939
 BZ0939'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1465 ***********************************************************************
 AJ1465  DESIGNATION -  1 WR
 AJ1465  PID         -  AJ1465
 AJ1465  STATE/COUNTY-  TX/WEBB
 AJ1465  USGS QUAD   -  CUERVO CREEK (1965)
 AJ1465
 AJ1465                         *CURRENT SURVEY CONTROL
 AJ1465  ___________________________________________________________________
 AJ1465* NAD 83(1986)-  27 38 27.     (N)    099 32 42.     (W)     SCALED    
 AJ1465* NAVD 88     -       146.83   (+/-2cm)     481.7    (feet)  VERTCON   
 AJ1465  ___________________________________________________________________
 AJ1465  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AJ1465
 AJ1465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1465
 AJ1465.The horizontal coordinates were scaled from a topographic map and have
 AJ1465.an estimated accuracy of +/- 6 seconds.
 AJ1465
 AJ1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1465.The vertical order pertains to the NGVD 29 superseded value.
 AJ1465
 AJ1465.The geoid height was determined by GEOID03.
 AJ1465
 AJ1465;                    North         East    Units  Estimated Accuracy
 AJ1465;SPC TX S     - 5,219,150.      196,880.      MT  (+/- 180 meters Scaled)
 AJ1465
 AJ1465                          SUPERSEDED SURVEY CONTROL
 AJ1465
 AJ1465  NGVD 29 (??/??/92)  146.81   (m)          481.7    (f) COMPUTED    2 0
 AJ1465
 AJ1465.Superseded values are not recommended for survey control.
 AJ1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1465.See file dsdata.txt to determine how the superseded data were derived.
 AJ1465
 AJ1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR462575(NAD 83)
 AJ1465_MARKER: DB = BENCH MARK DISK
 AJ1465_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1465_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1465_STAMPING: 1 WR 482 1964
 AJ1465_MARK LOGO: USGS  
 AJ1465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1465
 AJ1465  HISTORY     - Date     Condition        Report By
 AJ1465  HISTORY     - 1964     MONUMENTED       USGS
 AJ1465
 AJ1465                          STATION DESCRIPTION
 AJ1465
 AJ1465'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1465'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 3.0 MILES NORTHWEST
 AJ1465'ALONG TEXAS FARM ROAD 1472, 300 FEET NORTHWEST OF THE CENTERLINE OF
 AJ1465'THE ROAD AT THE JUNCTION OF A RANCH ROAD NORTH, 100 FEET SOUTHWEST OF
 AJ1465'THE CENTERLINE OF THE RANCH ROAD AT A METAL GATE, 2.5 FEET SOUTHEAST
 AJ1465'OF A FENCE CORNER, SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AJ1465'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1078 ***********************************************************************
 CS1078  DESIGNATION -  1 Z
 CS1078  PID         -  CS1078
 CS1078  STATE/COUNTY-  TX/DALLAS
 CS1078  USGS QUAD   -  OAK CLIFF (1981)
 CS1078
 CS1078                         *CURRENT SURVEY CONTROL
 CS1078  ___________________________________________________________________
 CS1078* NAD 83(1986)-  32 42 05.     (N)    096 45 29.     (W)     SCALED    
 CS1078* NAVD 88     -       138.752  (meters)     455.22   (feet)  ADJUSTED  
 CS1078  ___________________________________________________________________
 CS1078  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CS1078  DYNAMIC HT  -         138.593 (meters)     454.70  (feet)  COMP
 CS1078  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 CS1078
 CS1078  VERT ORDER  -  FIRST     CLASS II
 CS1078
 CS1078.The horizontal coordinates were scaled from a topographic map and have
 CS1078.an estimated accuracy of +/- 6 seconds.
 CS1078
 CS1078.The orthometric height was determined by differential leveling
 CS1078.and adjusted by the National Geodetic Survey in June 1991..
 CS1078
 CS1078.The geoid height was determined by GEOID03.
 CS1078
 CS1078.The dynamic height is computed by dividing the NAVD 88
 CS1078.geopotential number by the normal gravity value computed on the
 CS1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1078.degrees latitude (g = 980.6199 gals.).
 CS1078
 CS1078.The modeled gravity was interpolated from observed gravity values.
 CS1078
 CS1078;                    North         East    Units  Estimated Accuracy
 CS1078;SPC TXNC     - 2,116,090.      763,310.      MT  (+/- 180 meters Scaled)
 CS1078
 CS1078                          SUPERSEDED SURVEY CONTROL
 CS1078
 CS1078  NGVD 29 (??/??/92)  138.765  (m)          455.26   (f) ADJ UNCH    1 2
 CS1078
 CS1078.Superseded values are not recommended for survey control.
 CS1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1078.See file dsdata.txt to determine how the superseded data were derived.
 CS1078
 CS1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB101204(NAD 83)
 CS1078_MARKER: DD = SURVEY DISK
 CS1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1078_STAMPING: 1947 1 Z
 CS1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1078+STABILITY: SURFACE MOTION
 CS1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1078+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 CS1078
 CS1078  HISTORY     - Date     Condition        Report By
 CS1078  HISTORY     - 1947     MONUMENTED       TX1730
 CS1078  HISTORY     - 1947     GOOD             NGS
 CS1078  HISTORY     - 1958     GOOD             NGS
 CS1078  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1078  HISTORY     - 20030512 GOOD             TX1730
 CS1078
 CS1078                          STATION DESCRIPTION
 CS1078
 CS1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1078'IN DALLAS.
 CS1078'AT DALLAS, AT THE INTERSECTION OF LEDBETTER DRIVE AND THE OLD
 CS1078'CORSICANA INTERURBAN RIGHT OF WAY, 76.3 FEET SOUTH OF THE SOUTHWEST
 CS1078'CORNER OF A STEEL HIGHLINE TOWER, 48.0 FEET NORTHWEST OF AND ABOUT
 CS1078'LEVEL WITH THE CENTER LINE OF LEDBETTER DRIVE, 39.7 FEET SOUTH OF THE
 CS1078'CENTER LINE OF THE INTERURBAN GRADE, 17.1 FEET SOUTHWEST OF A POWER
 CS1078'POLE AND 1.0 FOOT SOUTHEAST OF A FENCE.  A BRONZE DISK SET IN THE TOP
 CS1078'OF A CONCRETE POST FLUSH WITH THE GROUND.
 CS1078
 CS1078                          STATION RECOVERY (1958)
 CS1078
 CS1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1078'RECOVERED IN GOOD CONDITION.
 CS1078
 CS1078                          STATION RECOVERY (2000)
 CS1078
 CS1078'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1078'MARK NOT FOUND.
 CS1078
 CS1078                          STATION RECOVERY (2003)
 CS1078
 CS1078'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS1078'5.0 FEET WEST OF POWER POLE 6S-3E-9, FENCE NO LONGER THERE, OTHER TIES
 CS1078'ARE GOOD, JUST WEST OF VANDERVOORT DRIVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1547 ***********************************************************************
 AW1547  DESIGNATION -  10
 AW1547  PID         -  AW1547
 AW1547  STATE/COUNTY-  TX/HARRIS
 AW1547  USGS QUAD   -  LA PORTE (1982)
 AW1547
 AW1547                         *CURRENT SURVEY CONTROL
 AW1547  ___________________________________________________________________
 AW1547* NAD 83(1986)-  29 41 47.     (N)    095 01 37.     (W)     SCALED    
 AW1547* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 AW1547  ___________________________________________________________________
 AW1547  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1547
 AW1547  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1547
 AW1547.The horizontal coordinates were scaled from a topographic map and have
 AW1547.an estimated accuracy of +/- 6 seconds.
 AW1547
 AW1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1547.The vertical order pertains to the NGVD 29 superseded value.
 AW1547
 AW1547.The geoid height was determined by GEOID03.
 AW1547
 AW1547;                    North         East    Units  Estimated Accuracy
 AW1547;SPC TXSC     - 4,213,010.      984,390.      MT  (+/- 180 meters Scaled)
 AW1547
 AW1547                          SUPERSEDED SURVEY CONTROL
 AW1547
 AW1547  NGVD 29 (??/??/??)    3.040  (m)            9.97   (f) ADJUSTED    1 2
 AW1547
 AW1547.Superseded values are not recommended for survey control.
 AW1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1547.See file dsdata.txt to determine how the superseded data were derived.
 AW1547
 AW1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN038868(NAD 83)
 AW1547_MARKER: Z = SEE DESCRIPTION
 AW1547_SETTING: 0 = UNSPECIFIED SETTING
 AW1547_MARK LOGO: TXHD  
 AW1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1547
 AW1547  HISTORY     - Date     Condition        Report By
 AW1547  HISTORY     - UNK      MONUMENTED       TXHD
 AW1547  HISTORY     - 1959     GOOD             NGS
 AW1547  HISTORY     - 1978     GOOD             NGS
 AW1547  HISTORY     - 1980     GOOD             NGS
 AW1547  HISTORY     - 1983     GOOD             NGS
 AW1547  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1547  HISTORY     - 19980114 MARK NOT FOUND   USPSQD
 AW1547  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1547  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW1547
 AW1547                          STATION DESCRIPTION
 AW1547
 AW1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW1547'0.45 MI SW FROM BAYTOWN-LA PORTE TUNNEL.
 AW1547'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 146 FROM THE SOUTHWEST
 AW1547'ENTRANCE TO THE BAYTOWN-LA PORTE TUNNEL, AT THE NORTHEAST END OF A
 AW1547'BANK CUT, 94 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANE
 AW1547'OF THE HIGHWAY, 86 FEET NORTHEAST OF A POWER POLE BRACED BY A GUY
 AW1547'WIRE, 21 FEET WEST OF THE WEST EDGE OF A 3-FOOT WIDE CONCRETE DRAINAGE
 AW1547'DITCH, OF THE SOUTHEAST EDGE OF A 1-INCH PIPE WHICH IS DRIVEN TO 20
 AW1547'FEET AND PROTECTED BY A 4-INCH PIPE FILLED WITH NO. 5 GREASE AND
 AW1547'PROTECTED BY A SCREW PIPE, ABOUT 0.7 FOOT SOUTHWEST OF A METAL WITNESS
 AW1547'POST.
 AW1547
 AW1547                          STATION RECOVERY (1978)
 AW1547
 AW1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1547'RECOVERED IN GOOD CONDITION.
 AW1547
 AW1547                          STATION RECOVERY (1980)
 AW1547
 AW1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AW1547'RECOVERED IN GOOD CONDITION.
 AW1547
 AW1547                          STATION RECOVERY (1983)
 AW1547
 AW1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1547'RECOVERED IN GOOD CONDITION.
 AW1547
 AW1547                          STATION RECOVERY (1987)
 AW1547
 AW1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1547'NOT RECOVERED, NO EVIDENCE OF THE MARK WAS FOUND.
 AW1547
 AW1547                          STATION RECOVERY (1998)
 AW1547
 AW1547'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1547'MARK NOT FOUND.
 AW1547
 AW1547                          STATION RECOVERY (2001)
 AW1547
 AW1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1547'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1547
 AW1547                          STATION RECOVERY (2005)
 AW1547
 AW1547'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1884 ***********************************************************************
 AW1884  DESIGNATION -  10
 AW1884  PID         -  AW1884
 AW1884  STATE/COUNTY-  TX/HARRIS
 AW1884  USGS QUAD   -  ADDICKS (1995)
 AW1884
 AW1884                         *CURRENT SURVEY CONTROL
 AW1884  ___________________________________________________________________
 AW1884* NAD 83(1986)-  29 47 54.     (N)    095 41 18.     (W)     SCALED    
 AW1884* NAVD 88     -        31.94   (+/-2cm)     104.8    (feet)  VERTCON   
 AW1884  ___________________________________________________________________
 AW1884  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW1884
 AW1884  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1884
 AW1884.The horizontal coordinates were scaled from a topographic map and have
 AW1884.an estimated accuracy of +/- 6 seconds.
 AW1884
 AW1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1884.The vertical order pertains to the NGVD 29 superseded value.
 AW1884
 AW1884.The geoid height was determined by GEOID03.
 AW1884
 AW1884;                    North         East    Units  Estimated Accuracy
 AW1884;SPC TXSC     - 4,222,310.      920,100.      MT  (+/- 180 meters Scaled)
 AW1884
 AW1884                          SUPERSEDED SURVEY CONTROL
 AW1884
 AW1884  NGVD 29 (??/??/92)   31.935  (m)          104.77   (f) ADJ UNCH    1 2
 AW1884
 AW1884.Superseded values are not recommended for survey control.
 AW1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1884.See file dsdata.txt to determine how the superseded data were derived.
 AW1884
 AW1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN401994(NAD 83)
 AW1884_MARKER: DD = SURVEY DISK
 AW1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1884_STAMPING: 10
 AW1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1884+STABILITY: SURFACE MOTION
 AW1884
 AW1884  HISTORY     - Date     Condition        Report By
 AW1884  HISTORY     - UNK      MONUMENTED       USE
 AW1884  HISTORY     - 1973     GOOD             NGS
 AW1884  HISTORY     - 1976     GOOD             NGS
 AW1884  HISTORY     - 1978     GOOD             NGS
 AW1884  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1884  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1884
 AW1884                          STATION DESCRIPTION
 AW1884
 AW1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1884'0.9 MI N FROM BARKER.
 AW1884'ABOUT 0.9 MILE NORTH ALONG BARKER-CYPRESS RD. FROM ITS OVERPASS OVER
 AW1884'THE I-10 HIGHWAY AT BARKER, ABOUT 0.1 MILE SOUTH OF A SHARP CURVE IN
 AW1884'THE ROAD WITH TANGENT TO THE WEST, 24 FEET EAST OF THE CENTER LINE OF
 AW1884'THE ROAD, 12 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 AW1884'EAST, 1.4 FEET WEST OF A FENCE, 4 FEET SOUTHEAST OF THE SOUTH END OF A
 AW1884'PIPE CULVERT IN THE EAST EDGE OF A DITCH, 1 FOOT EAST OF A METAL
 AW1884'WITNESS POST, 1.4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 AW1884'OF A CONCRETE POST PROJECTING 4 INCHES.
 AW1884
 AW1884                          STATION RECOVERY (1976)
 AW1884
 AW1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1884'RECOVERED IN GOOD CONDITION.
 AW1884
 AW1884                          STATION RECOVERY (1978)
 AW1884
 AW1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1884'RECOVERED IN GOOD CONDITION.
 AW1884
 AW1884                          STATION RECOVERY (1986)
 AW1884
 AW1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1884'MARK NOT FOUND.
 AW1884
 AW1884                          STATION RECOVERY (2004)
 AW1884
 AW1884'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0032 ***********************************************************************
 DQ0032  DESIGNATION -  10
 DQ0032  PID         -  DQ0032
 DQ0032  STATE/COUNTY-  TX/HOCKLEY
 DQ0032  USGS QUAD   -  WOLFFORTH (1985)
 DQ0032
 DQ0032                         *CURRENT SURVEY CONTROL
 DQ0032  ___________________________________________________________________
 DQ0032* NAD 83(1986)-  33 34 58.     (N)    102 06 30.     (W)     SCALED    
 DQ0032* NAVD 88     -      1023.438  (meters)    3357.73   (feet)  ADJUSTED  
 DQ0032  ___________________________________________________________________
 DQ0032  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 DQ0032  DYNAMIC HT  -        1022.107 (meters)    3353.36  (feet)  COMP
 DQ0032  MODELED GRAV-     979,300.5   (mgal)                       NAVD 88
 DQ0032
 DQ0032  VERT ORDER  -  SECOND    CLASS 0
 DQ0032
 DQ0032.The horizontal coordinates were scaled from a topographic map and have
 DQ0032.an estimated accuracy of +/- 6 seconds.
 DQ0032
 DQ0032.The orthometric height was determined by differential leveling
 DQ0032.and adjusted by the National Geodetic Survey in June 1991..
 DQ0032
 DQ0032.The geoid height was determined by GEOID03.
 DQ0032
 DQ0032.The dynamic height is computed by dividing the NAVD 88
 DQ0032.geopotential number by the normal gravity value computed on the
 DQ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0032.degrees latitude (g = 980.6199 gals.).
 DQ0032
 DQ0032.The modeled gravity was interpolated from observed gravity values.
 DQ0032
 DQ0032;                    North         East    Units  Estimated Accuracy
 DQ0032;SPC TXNC     - 2,218,230.      265,120.      MT  (+/- 180 meters Scaled)
 DQ0032
 DQ0032                          SUPERSEDED SURVEY CONTROL
 DQ0032
 DQ0032  NGVD 29 (??/??/92) 1023.058  (m)         3356.48   (f) ADJ UNCH    2 0
 DQ0032
 DQ0032.Superseded values are not recommended for survey control.
 DQ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0032.See file dsdata.txt to determine how the superseded data were derived.
 DQ0032
 DQ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT683196(NAD 83)
 DQ0032_MARKER: B = BOLT
 DQ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0032+STABILITY: SURFACE MOTION
 DQ0032
 DQ0032  HISTORY     - Date     Condition        Report By
 DQ0032  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0032  HISTORY     - 1956     GOOD             NGS
 DQ0032
 DQ0032                          STATION DESCRIPTION
 DQ0032
 DQ0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0032'3.3 MI E FROM SMYER.
 DQ0032'3.3 MILES EAST ALONG THE PANHANDLE AND SANTA FE RY. FROM THE STATION
 DQ0032'AT SMYER, HOCKLEY COUNTY, 96 FEET NORTH-NORTHEAST OF TELEPHONE POLE
 DQ0032'MILEPOST 10, 40 FEET NORTH-NORTHWEST OF RAIL ON END MILEPOST 10, 49.5
 DQ0032'FEET NORTH OF CENTERLINE TRACKS, 51 FEET WEST OF CENTERLINE OF ROAD
 DQ0032'SOUTH, 1.0 FEET BELOW GROUND.  A TRACK BOLT SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1137 ***********************************************************************
 FL1137  DESIGNATION -  10
 FL1137  PID         -  FL1137
 FL1137  STATE/COUNTY-  TX/POTTER
 FL1137  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1137
 FL1137                         *CURRENT SURVEY CONTROL
 FL1137  ___________________________________________________________________
 FL1137* NAD 83(1986)-  35 20 29.     (N)    101 48 31.     (W)     SCALED    
 FL1137* NAVD 88     -      1011.465  (meters)    3318.45   (feet)  ADJUSTED  
 FL1137  ___________________________________________________________________
 FL1137  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1137  DYNAMIC HT  -        1010.276 (meters)    3314.55  (feet)  COMP
 FL1137  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 FL1137
 FL1137  VERT ORDER  -  SECOND    CLASS 0
 FL1137
 FL1137.The horizontal coordinates were scaled from a topographic map and have
 FL1137.an estimated accuracy of +/- 6 seconds.
 FL1137
 FL1137.The orthometric height was determined by differential leveling
 FL1137.and adjusted by the National Geodetic Survey in June 1991..
 FL1137
 FL1137.The geoid height was determined by GEOID03.
 FL1137
 FL1137.The dynamic height is computed by dividing the NAVD 88
 FL1137.geopotential number by the normal gravity value computed on the
 FL1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1137.degrees latitude (g = 980.6199 gals.).
 FL1137
 FL1137.The modeled gravity was interpolated from observed gravity values.
 FL1137
 FL1137;                    North         East    Units  Estimated Accuracy
 FL1137;SPC TX N     - 1,148,850.      171,950.      MT  (+/- 180 meters Scaled)
 FL1137
 FL1137                          SUPERSEDED SURVEY CONTROL
 FL1137
 FL1137  NGVD 29 (??/??/92) 1010.969  (m)         3316.82   (f) ADJ UNCH    2 0
 FL1137
 FL1137.Superseded values are not recommended for survey control.
 FL1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1137.See file dsdata.txt to determine how the superseded data were derived.
 FL1137
 FL1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE447145(NAD 83)
 FL1137_MARKER: B = BOLT
 FL1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1137+STABILITY: SURFACE MOTION
 FL1137
 FL1137  HISTORY     - Date     Condition        Report By
 FL1137  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1137  HISTORY     - 1934     GOOD             NGS
 FL1137
 FL1137                          STATION DESCRIPTION
 FL1137
 FL1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1137'11.3 MI N FROM AMARILLO.
 FL1137'11.3 MILES NORTH ALONG THE PANHANDLE SANTA FE RAILWAY FROM AMARILLO,
 FL1137'POTTER COUNTY, OPPOSITE MILEPOST 10, 98 FEET EAST OF THE CENTER LINE
 FL1137'OF THE TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  AN IRON BOLT
 FL1137'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1470 ***********************************************************************
 DN1470  DESIGNATION -  10 DHW
 DN1470  PID         -  DN1470
 DN1470  STATE/COUNTY-  TX/MONTAGUE
 DN1470  USGS QUAD   -  SELMA (1978)
 DN1470
 DN1470                         *CURRENT SURVEY CONTROL
 DN1470  ___________________________________________________________________
 DN1470* NAD 83(1993)-  33 29 35.60052(N)    097 53 25.55490(W)     ADJUSTED  
 DN1470* NAVD 88     -       330.21   (+/-2cm)    1083.4    (feet)  VERTCON   
 DN1470  ___________________________________________________________________
 DN1470  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 DN1470  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DN1470
 DN1470  HORZ ORDER  -  THIRD
 DN1470  VERT ORDER  -  THIRD ? (See Below)
 DN1470
 DN1470.The horizontal coordinates were established by classical geodetic methods
 DN1470.and adjusted by the National Geodetic Survey in February 1996..
 DN1470
 DN1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1470.The vertical order pertains to the NGVD 29 superseded value.
 DN1470
 DN1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1470
 DN1470.The geoid height was determined by GEOID03.
 DN1470
 DN1470;                    North         East     Units Scale Factor Converg.
 DN1470;SPC TXNC     - 2,202,713.473   656,641.175   MT  0.99990223   +0 19 56.8
 DN1470;SPC TXNC     - 7,226,735.79  2,154,330.25   sFT  0.99990223   +0 19 56.8
 DN1470;UTM  14      - 3,706,518.589   603,073.218   MT  0.99973098   +0 36 44.5
 DN1470
 DN1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1470!SPC TXNC     -   0.99995240  x   0.99990223  =   0.99985463
 DN1470!UTM  14      -   0.99995240  x   0.99973098  =   0.99968339
 DN1470
 DN1470                          SUPERSEDED SURVEY CONTROL
 DN1470
 DN1470  NAD 83(1993)-  33 29 35.60230(N)    097 53 25.55252(W) AD(       ) 3
 DN1470  NAD 83(1986)-  33 29 35.60403(N)    097 53 25.54131(W) AD(       ) 3
 DN1470  NGVD 29 (07/26/91)  330.19   (m)         1083.3    (f) LEVELING    3  
 DN1470
 DN1470.Superseded values are not recommended for survey control.
 DN1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1470.See file dsdata.txt to determine how the superseded data were derived.
 DN1470
 DN1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0307306519(NAD 83)
 DN1470_MARKER: DS = TRIANGULATION STATION DISK
 DN1470_SETTING: 0 = UNSPECIFIED SETTING
 DN1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1470
 DN1470  HISTORY     - Date     Condition        Report By
 DN1470  HISTORY     - 1958     MONUMENTED       USGS
 DN1470
 DN1470                          STATION DESCRIPTION
 DN1470
 DN1470'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1470'BOWIE, TEXAS, 6.5 MI. SW. OF ALONG GRADED DIRT RD. TO TOP OF HILL
 DN1470'OVERLOOKING AMON CARTER RESERVOIR, 41 FT. W. OF RD. IN ROCK OUTCROP.
 DN1470'
 DN1470'ALSO SEE LEVEL DESCRIPTION BY D. H. WOOD (USGS) IN SUNSET NO. 2
 DN1470'LEVEL LIST.
 DN1470'
 DN1470'STATION MARK--A STANDARD TABLET STAMPED---10 DHW 1958---, SET IN
 DN1470'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0463 ***********************************************************************
 BL0463  DESIGNATION -  10 F
 BL0463  PID         -  BL0463
 BL0463  STATE/COUNTY-  TX/LIBERTY
 BL0463  USGS QUAD   -  HARDIN (1984)
 BL0463
 BL0463                         *CURRENT SURVEY CONTROL
 BL0463  ___________________________________________________________________
 BL0463* NAD 83(1986)-  30 14 50.     (N)    094 44 32.     (W)     SCALED    
 BL0463* NAVD 88     -        29.46   (+/-2cm)      96.7    (feet)  VERTCON   
 BL0463  ___________________________________________________________________
 BL0463  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0463
 BL0463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0463
 BL0463.The horizontal coordinates were scaled from a topographic map and have
 BL0463.an estimated accuracy of +/- 6 seconds.
 BL0463
 BL0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0463.The vertical order pertains to the NGVD 29 superseded value.
 BL0463
 BL0463.The geoid height was determined by GEOID03.
 BL0463
 BL0463;                    North         East    Units  Estimated Accuracy
 BL0463;SPC TX C     - 3,077,880.    1,237,880.      MT  (+/- 180 meters Scaled)
 BL0463
 BL0463                          SUPERSEDED SURVEY CONTROL
 BL0463
 BL0463  NGVD 29 (??/??/92)   29.468  (m)           96.68   (f) ADJ UNCH    2 0
 BL0463
 BL0463.Superseded values are not recommended for survey control.
 BL0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0463.See file dsdata.txt to determine how the superseded data were derived.
 BL0463
 BL0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP323474(NAD 83)
 BL0463_MARKER: DD = SURVEY DISK
 BL0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0463_SP_SET: CULVERT
 BL0463_STAMPING: 10 F 96.463
 BL0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0463
 BL0463  HISTORY     - Date     Condition        Report By
 BL0463  HISTORY     - UNK      MONUMENTED
 BL0463  HISTORY     - 1935     GOOD             NGS
 BL0463  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL0463
 BL0463                          STATION DESCRIPTION
 BL0463
 BL0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0463'14.8 MI N FROM LIBERTY.
 BL0463'14.8 MILES NORTH ALONG STATE HIGHWAY 146 FROM LIBERTY, LIBERTY COUNTY,
 BL0463'AT MOSS HILL, 150 FEET NORTH OF A ROAD INTERSECTION, AT A CULVERT, IN
 BL0463'THE TOP OF THE WEST HEADWALL, AND 15 FEET WEST OF THE CENTERLINE OF
 BL0463'THE HIGHWAY.  A TEXAS STATE RECLAMATION DEPARTMENT STANDARD DISK,
 BL0463'STAMPED 10 F 96.463.
 BL0463
 BL0463                          STATION RECOVERY (2005)
 BL0463
 BL0463'RECOVERY NOTE BY US POWER SQUADRON 2005 (JG)
 BL0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0836 ***********************************************************************
 CR0836  DESIGNATION -  10 RESET 1958
 CR0836  PID         -  CR0836
 CR0836  STATE/COUNTY-  TX/RAINS
 CR0836  USGS QUAD   -  EMORY SOUTH (1980)
 CR0836
 CR0836                         *CURRENT SURVEY CONTROL
 CR0836  ___________________________________________________________________
 CR0836* NAD 83(1986)-  32 52 01.     (N)    095 45 16.     (W)     SCALED    
 CR0836* NAVD 88     -       145.88   (meters)     478.6    (feet)  RESET     
 CR0836  ___________________________________________________________________
 CR0836  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CR0836
 CR0836  VERT ORDER  -  THIRD
 CR0836
 CR0836.The horizontal coordinates were scaled from a topographic map and have
 CR0836.an estimated accuracy of +/- 6 seconds.
 CR0836
 CR0836.The orthometric height was computed from unverified reset data.
 CR0836
 CR0836.The geoid height was determined by GEOID03.
 CR0836
 CR0836;                    North         East    Units  Estimated Accuracy
 CR0836;SPC TXNC     - 2,136,460.      856,910.      MT  (+/- 180 meters Scaled)
 CR0836
 CR0836                          SUPERSEDED SURVEY CONTROL
 CR0836
 CR0836.No superseded survey control is available for this station.
 CR0836
 CR0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS422399(NAD 83)
 CR0836_MARKER: DB = BENCH MARK DISK
 CR0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0836_STAMPING: 10 RESET 1958
 CR0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0836+STABILITY: SURFACE MOTION
 CR0836
 CR0836  HISTORY     - Date     Condition        Report By
 CR0836  HISTORY     - 1958     MONUMENTED       CGS
 CR0836  HISTORY     - 1959     GOOD             NGS
 CR0836
 CR0836                          STATION DESCRIPTION
 CR0836
 CR0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0836'0.95 MI SE FROM EMORY.
 CR0836'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 CR0836'COURTHOUSE AT EMORY, THENCE ABOUT 0.85 MILE SOUTHEAST ALONG U. S.
 CR0836'HIGHWAY 69, 82 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CR0836'65 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY
 CR0836'LEADING NORTH, 22 1/2 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY
 CR0836'FENCE, 1 FOOT SOUTHWEST OF AN OLD FENCE, 1.0 FOOT SOUTHWEST OF A METAL
 CR0836'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1481 ***********************************************************************
 AE1481  DESIGNATION -  10 USBR 1946
 AE1481  PID         -  AE1481
 AE1481  STATE/COUNTY-  TX/HIDALGO
 AE1481  USGS QUAD   -  DONNA (1983)
 AE1481
 AE1481                         *CURRENT SURVEY CONTROL
 AE1481  ___________________________________________________________________
 AE1481* NAD 83(1993)-  26 12 46.26155(N)    098 03 47.60526(W)     ADJUSTED  
 AE1481* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 AE1481  ___________________________________________________________________
 AE1481  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AE1481  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AE1481
 AE1481  HORZ ORDER  -  SECOND
 AE1481
 AE1481.The horizontal coordinates were established by classical geodetic methods
 AE1481.and adjusted by the National Geodetic Survey in February 1996..
 AE1481
 AE1481.The orthometric height was scaled from a topographic map.
 AE1481
 AE1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1481
 AE1481.The geoid height was determined by GEOID03.
 AE1481
 AE1481;                    North         East     Units Scale Factor Converg.
 AE1481;SPC TX S     - 5,060,589.789   343,649.361   MT  0.99998869   +0 11 53.9
 AE1481;SPC TX S     -16,602,951.67  1,127,456.28   sFT  0.99998869   +0 11 53.9
 AE1481;UTM  14      - 2,899,593.967   593,583.358   MT  0.99970813   +0 24 49.7
 AE1481
 AE1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1481!SPC TX S     -   0.99999981  x   0.99998869  =   0.99998850
 AE1481!UTM  14      -   0.99999981  x   0.99970813  =   0.99970794
 AE1481
 AE1481                          SUPERSEDED SURVEY CONTROL
 AE1481
 AE1481  NAD 83(1986)-  26 12 46.26781(N)    098 03 47.56850(W) AD(       ) 2
 AE1481  NAD 27      -  26 12 45.00423(N)    098 03 46.54686(W) AD(       ) 2
 AE1481
 AE1481.Superseded values are not recommended for survey control.
 AE1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1481.See file dsdata.txt to determine how the superseded data were derived.
 AE1481
 AE1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP9358399594(NAD 83)
 AE1481_MARKER: B = BOLT
 AE1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1481_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1481+STABILITY: SURFACE MOTION
 AE1481
 AE1481  HISTORY     - Date     Condition        Report By
 AE1481  HISTORY     - 1946     MONUMENTED       WPRS
 AE1481
 AE1481                          STATION DESCRIPTION
 AE1481
 AE1481'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1946 (RCB)
 AE1481'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF ALAMO AND 3
 AE1481'MILES NORTH-NORTHWEST OF DONNA, ON THE PROPERTY OF MR. O. KING.
 AE1481'IT IS 14.96 FEET (4.560 METERS) SOUTH OF THE STATION, 5.5 FEET
 AE1481'NORTHEAST OF A FENCE CORNER AND 1 FOOT SOUTHWEST OF A 2 X 4
 AE1481'INCH WITNESS POST.  THE MARK IS A 4 X 4 INCH CONCRETE POST WITH
 AE1481'A BOLT IN THE TOP AND PROJECTS 3 INCHES.  THE BOLT IS STAMPED
 AE1481'10.
 AE1481'
 AE1481'THE POINT OBSERVED ON AND TRAVERSED TO WAS THE CENTER PUNCH
 AE1481'HOLE IN THE TOP OF THE BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0363 ***********************************************************************
 CU0363  DESIGNATION -  10 WDC
 CU0363  PID         -  CU0363
 CU0363  STATE/COUNTY-  TX/MITCHELL
 CU0363  USGS QUAD   -  PECAN CROSSING (1959)
 CU0363
 CU0363                         *CURRENT SURVEY CONTROL
 CU0363  ___________________________________________________________________
 CU0363* NAD 83(1986)-  32 12 08.     (N)    100 46 21.     (W)     SCALED    
 CU0363* NAVD 88     -       628.749  (meters)    2062.82   (feet)  ADJUSTED  
 CU0363  ___________________________________________________________________
 CU0363  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CU0363  DYNAMIC HT  -         627.912 (meters)    2060.07  (feet)  COMP
 CU0363  MODELED GRAV-     979,287.8   (mgal)                       NAVD 88
 CU0363
 CU0363  VERT ORDER  -  SECOND    CLASS 0
 CU0363
 CU0363.The horizontal coordinates were scaled from a topographic map and have
 CU0363.an estimated accuracy of +/- 6 seconds.
 CU0363
 CU0363.The orthometric height was determined by differential leveling
 CU0363.and adjusted by the National Geodetic Survey in June 1991..
 CU0363
 CU0363.The geoid height was determined by GEOID03.
 CU0363
 CU0363.The dynamic height is computed by dividing the NAVD 88
 CU0363.geopotential number by the normal gravity value computed on the
 CU0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0363.degrees latitude (g = 980.6199 gals.).
 CU0363
 CU0363.The modeled gravity was interpolated from observed gravity values.
 CU0363
 CU0363;                    North         East    Units  Estimated Accuracy
 CU0363;SPC TXNC     - 2,061,710.      385,760.      MT  (+/- 180 meters Scaled)
 CU0363
 CU0363                          SUPERSEDED SURVEY CONTROL
 CU0363
 CU0363  NGVD 29 (??/??/92)  628.551  (m)         2062.17   (f) ADJ UNCH    2 0
 CU0363
 CU0363.Superseded values are not recommended for survey control.
 CU0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0363.See file dsdata.txt to determine how the superseded data were derived.
 CU0363
 CU0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA329642(NAD 83)
 CU0363_MARKER: DD = SURVEY DISK
 CU0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0363_STAMPING: 10 WDC 1958 2062
 CU0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0363+STABILITY: SURFACE MOTION
 CU0363
 CU0363  HISTORY     - Date     Condition        Report By
 CU0363  HISTORY     - 1958     MONUMENTED       USGS
 CU0363  HISTORY     - 1961     GOOD             NGS
 CU0363
 CU0363                          STATION DESCRIPTION
 CU0363
 CU0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0363'10.65 MI NW FROM SILVER.
 CU0363'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0363'AT SILVER, THENCE 10.05 MILES NORTHWEST ALONG STATE HIGHWAY 208, 55
 CU0363'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 167 FEET SOUTH OF
 CU0363'THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND A GRADED DIRT ROAD,
 CU0363'46 FEET WEST OF THE NORTHWEST END OF A CONCRETE HEAD WALL, 4 1/2 FEET
 CU0363'SOUTHWEST OF A FENCE, 4.0 FEET SOUTHWEST OF A METAL WITNESS POST,
 CU0363'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CU0363'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1479 ***********************************************************************
 AJ1479  DESIGNATION -  10 WR
 AJ1479  PID         -  AJ1479
 AJ1479  STATE/COUNTY-  TX/WEBB
 AJ1479  USGS QUAD   -  CERRITOS BLANCOS (1965)
 AJ1479
 AJ1479                         *CURRENT SURVEY CONTROL
 AJ1479  ___________________________________________________________________
 AJ1479* NAD 83(1986)-  27 52 26.     (N)    099 44 22.     (W)     SCALED    
 AJ1479* NAVD 88     -       220.14   (+/-2cm)     722.2    (feet)  VERTCON   
 AJ1479  ___________________________________________________________________
 AJ1479  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AJ1479
 AJ1479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1479
 AJ1479.The horizontal coordinates were scaled from a topographic map and have
 AJ1479.an estimated accuracy of +/- 6 seconds.
 AJ1479
 AJ1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1479.The vertical order pertains to the NGVD 29 superseded value.
 AJ1479
 AJ1479.The geoid height was determined by GEOID03.
 AJ1479
 AJ1479;                    North         East    Units  Estimated Accuracy
 AJ1479;SPC TX S     - 5,245,150.      177,950.      MT  (+/- 180 meters Scaled)
 AJ1479
 AJ1479                          SUPERSEDED SURVEY CONTROL
 AJ1479
 AJ1479  NGVD 29 (??/??/92)  220.11   (m)          722.1    (f) COMPUTED    2 0
 AJ1479
 AJ1479.Superseded values are not recommended for survey control.
 AJ1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1479.See file dsdata.txt to determine how the superseded data were derived.
 AJ1479
 AJ1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR272834(NAD 83)
 AJ1479_MARKER: DB = BENCH MARK DISK
 AJ1479_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1479_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1479_STAMPING: 10 WR 722 1964
 AJ1479_MARK LOGO: USGS  
 AJ1479_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1479
 AJ1479  HISTORY     - Date     Condition        Report By
 AJ1479  HISTORY     - 1964     MONUMENTED       USGS
 AJ1479
 AJ1479                          STATION DESCRIPTION
 AJ1479
 AJ1479'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1479'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 20.6 MILES NORTHWEST
 AJ1479'ALONG TEXAS FARM ROAD 1472, THENCE 8.6 MILES NORTH-NORTHEAST ALONG
 AJ1479'THE LA MESA RANCH ROAD, ABOUT 700 FEET NORTH OF A RANCH HOUSE, 165
 AJ1479'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CORRAL, 20 FEET EAST OF
 AJ1479'THE CENTERLINE OF THE ROAD, 3 FEET NORTHEAST OF A FENCE CORNER POST,
 AJ1479'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0763 ***********************************************************************
 CE0763  DESIGNATION -  10 X
 CE0763  PID         -  CE0763
 CE0763  STATE/COUNTY-  TX/EL PASO
 CE0763  USGS QUAD   -  YSLETA NW (1994)
 CE0763
 CE0763                         *CURRENT SURVEY CONTROL
 CE0763  ___________________________________________________________________
 CE0763* NAD 83(1986)-  31 43 36.     (N)    106 22 36.     (W)     SCALED    
 CE0763* NAVD 88     -      1124.727  (meters)    3690.04   (feet)  ADJUSTED  
 CE0763  ___________________________________________________________________
 CE0763  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0763  DYNAMIC HT  -        1123.016 (meters)    3684.43  (feet)  COMP
 CE0763  MODELED GRAV-     979,079.9   (mgal)                       NAVD 88
 CE0763
 CE0763  VERT ORDER  -  FIRST     CLASS I
 CE0763
 CE0763.The horizontal coordinates were scaled from a topographic map and have
 CE0763.an estimated accuracy of +/- 6 seconds.
 CE0763
 CE0763.The orthometric height was determined by differential leveling
 CE0763.and adjusted by the National Geodetic Survey in November 1996..
 CE0763
 CE0763.The geoid height was determined by GEOID03.
 CE0763
 CE0763.The dynamic height is computed by dividing the NAVD 88
 CE0763.geopotential number by the normal gravity value computed on the
 CE0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0763.degrees latitude (g = 980.6199 gals.).
 CE0763
 CE0763.The modeled gravity was interpolated from observed gravity values.
 CE0763
 CE0763;                    North         East    Units  Estimated Accuracy
 CE0763;SPC TX C     - 3,243,920.      127,560.      MT  (+/- 180 meters Scaled)
 CE0763
 CE0763                          SUPERSEDED SURVEY CONTROL
 CE0763
 CE0763.No superseded survey control is available for this station.
 CE0763
 CE0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR695109(NAD 83)
 CE0763_MARKER: DU = BOUNDARY MARKER
 CE0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0763_SP_SET: CONCRETE POST
 CE0763_MARK LOGO: IBWC  
 CE0763_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0763+STABILITY: SURFACE MOTION
 CE0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0763+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0763
 CE0763  HISTORY     - Date     Condition        Report By
 CE0763  HISTORY     - UNK      MONUMENTED       IBWC
 CE0763  HISTORY     - 19930112 GOOD             NGS
 CE0763
 CE0763                          STATION DESCRIPTION
 CE0763
 CE0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0763'12.6 KM (7.80 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0763'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0763'EL PASO, 0.5 KM (0.30 MI) SOUTHEAST OF THE INTERSECTION OF MIDWAY
 CE0763'DRIVE, 2.9 M (9.5 FT) WEST OF A WOOD POST WITH A WITNESS SIGN
 CE0763'ATTACHED, 2.8 M (9.2 FT) WEST OF A METAL PIPE STAMPED P.T. 153+85 41,
 CE0763'1.6 M (5.2 FT) EAST OF THE ROAD CENTER, AND THE MONUMENT IS RECESSED
 CE0763'0.15 M (0.49 FT) BELOW THE ROAD SURFACE.  NOTE--THE DISK IS
 CE0763'UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0032 ***********************************************************************
 DO0032  DESIGNATION -  100
 DO0032  PID         -  DO0032
 DO0032  STATE/COUNTY-  TX/CLAY
 DO0032  USGS QUAD   -  JOLLY (1972)
 DO0032
 DO0032                         *CURRENT SURVEY CONTROL
 DO0032  ___________________________________________________________________
 DO0032* NAD 83(1986)-  33 49 58.     (N)    098 15 51.     (W)     SCALED    
 DO0032* NAVD 88     -       264.102  (meters)     866.47   (feet)  ADJUSTED  
 DO0032  ___________________________________________________________________
 DO0032  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DO0032  DYNAMIC HT  -         263.810 (meters)     865.52  (feet)  COMP
 DO0032  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 DO0032
 DO0032  VERT ORDER  -  FIRST     CLASS II
 DO0032
 DO0032.The horizontal coordinates were scaled from a topographic map and have
 DO0032.an estimated accuracy of +/- 6 seconds.
 DO0032
 DO0032.The orthometric height was determined by differential leveling
 DO0032.and adjusted by the National Geodetic Survey in June 1991..
 DO0032
 DO0032.The geoid height was determined by GEOID03.
 DO0032
 DO0032.The dynamic height is computed by dividing the NAVD 88
 DO0032.geopotential number by the normal gravity value computed on the
 DO0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0032.degrees latitude (g = 980.6199 gals.).
 DO0032
 DO0032.The modeled gravity was interpolated from observed gravity values.
 DO0032
 DO0032;                    North         East    Units  Estimated Accuracy
 DO0032;SPC TXNC     - 2,240,230.      621,830.      MT  (+/- 180 meters Scaled)
 DO0032
 DO0032                          SUPERSEDED SURVEY CONTROL
 DO0032
 DO0032  NGVD 29 (??/??/92)  264.034  (m)          866.25   (f) ADJ UNCH    1 2
 DO0032
 DO0032.Superseded values are not recommended for survey control.
 DO0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0032.See file dsdata.txt to determine how the superseded data were derived.
 DO0032
 DO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC680438(NAD 83)
 DO0032_MARKER: Z = SEE DESCRIPTION
 DO0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0032_SP_SET: MILEPOST
 DO0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0032
 DO0032  HISTORY     - Date     Condition        Report By
 DO0032  HISTORY     - UNK      MONUMENTED       BNRR
 DO0032  HISTORY     - 1950     GOOD             NGS
 DO0032
 DO0032                          STATION DESCRIPTION
 DO0032
 DO0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0032'3.9 MI NW FROM HENRIETTA.
 DO0032'3.9 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0032'HENRIETTA, CLAY COUNTY, AND ON THE TOP OF MILEPOST 100.  THE TOP OF
 DO0032'THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0402 ***********************************************************************
 GK0402  DESIGNATION -  100
 GK0402  PID         -  GK0402
 GK0402  STATE/COUNTY-  TX/HANSFORD
 GK0402  USGS QUAD   -  MORSE (1974)
 GK0402
 GK0402                         *CURRENT SURVEY CONTROL
 GK0402  ___________________________________________________________________
 GK0402* NAD 83(1986)-  36 04 52.     (N)    101 26 33.     (W)     SCALED    
 GK0402* NAVD 88     -       974.579  (meters)    3197.43   (feet)  ADJUSTED  
 GK0402  ___________________________________________________________________
 GK0402  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GK0402  DYNAMIC HT  -         973.512 (meters)    3193.93  (feet)  COMP
 GK0402  MODELED GRAV-     979,505.0   (mgal)                       NAVD 88
 GK0402
 GK0402  VERT ORDER  -  SECOND    CLASS 0
 GK0402
 GK0402.The horizontal coordinates were scaled from a topographic map and have
 GK0402.an estimated accuracy of +/- 6 seconds.
 GK0402
 GK0402.The orthometric height was determined by differential leveling
 GK0402.and adjusted by the National Geodetic Survey in June 1991..
 GK0402
 GK0402.The geoid height was determined by GEOID03.
 GK0402
 GK0402.The dynamic height is computed by dividing the NAVD 88
 GK0402.geopotential number by the normal gravity value computed on the
 GK0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0402.degrees latitude (g = 980.6199 gals.).
 GK0402
 GK0402.The modeled gravity was interpolated from observed gravity values.
 GK0402
 GK0402;                    North         East    Units  Estimated Accuracy
 GK0402;SPC TX N     - 1,230,880.      205,180.      MT  (+/- 180 meters Scaled)
 GK0402
 GK0402                          SUPERSEDED SURVEY CONTROL
 GK0402
 GK0402  NGVD 29 (??/??/92)  974.132  (m)         3195.96   (f) ADJ UNCH    2 0
 GK0402
 GK0402.Superseded values are not recommended for survey control.
 GK0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0402.See file dsdata.txt to determine how the superseded data were derived.
 GK0402
 GK0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE800957(NAD 83)
 GK0402_MARKER: B = BOLT
 GK0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0402+STABILITY: SURFACE MOTION
 GK0402
 GK0402  HISTORY     - Date     Condition        Report By
 GK0402  HISTORY     - UNK      MONUMENTED
 GK0402  HISTORY     - 1935     GOOD             NGS
 GK0402
 GK0402                          STATION DESCRIPTION
 GK0402
 GK0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GK0402'2.4 MI NE FROM MORSE.
 GK0402'2.4 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0402'STATION AT MORSE, 82.1 FEET SOUTHEAST OF MILEPOST 100, 70.9 FEET
 GK0402'SOUTHEAST OF THE SOUTHEAST RAIL, AND 1.8 FEET NORTHWEST OF THE
 GK0402'RIGHT-OF-WAY FENCE.  AN IRON BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0603 ***********************************************************************
 AW0603  DESIGNATION -  10+00
 AW0603  PID         -  AW0603
 AW0603  STATE/COUNTY-  TX/GALVESTON
 AW0603  USGS QUAD   -  GALVESTON (1994)
 AW0603
 AW0603                         *CURRENT SURVEY CONTROL
 AW0603  ___________________________________________________________________
 AW0603* NAD 83(1986)-  29 15 53.     (N)    094 49 44.     (W)     SCALED    
 AW0603* NAVD 88     -         4.299  (meters)      14.10   (feet)  ADJUSTED  
 AW0603  ___________________________________________________________________
 AW0603  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0603  DYNAMIC HT  -           4.293 (meters)      14.08  (feet)  COMP
 AW0603  MODELED GRAV-     979,258.7   (mgal)                       NAVD 88
 AW0603
 AW0603  VERT ORDER  -  FIRST     CLASS I
 AW0603
 AW0603.The horizontal coordinates were scaled from a topographic map and have
 AW0603.an estimated accuracy of +/- 6 seconds.
 AW0603
 AW0603.The orthometric height was determined by differential leveling
 AW0603.and adjusted by the National Geodetic Survey in June 1991..
 AW0603
 AW0603.The geoid height was determined by GEOID03.
 AW0603
 AW0603.The dynamic height is computed by dividing the NAVD 88
 AW0603.geopotential number by the normal gravity value computed on the
 AW0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0603.degrees latitude (g = 980.6199 gals.).
 AW0603
 AW0603.The modeled gravity was interpolated from observed gravity values.
 AW0603
 AW0603;                    North         East    Units  Estimated Accuracy
 AW0603;SPC TXSC     - 4,165,860.    1,005,250.      MT  (+/- 180 meters Scaled)
 AW0603
 AW0603                          SUPERSEDED SURVEY CONTROL
 AW0603
 AW0603  NGVD 29 (12/23/87)    4.296  (m)           14.09   (f) ADJUSTED    1 1
 AW0603
 AW0603.Superseded values are not recommended for survey control.
 AW0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0603.See file dsdata.txt to determine how the superseded data were derived.
 AW0603
 AW0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN223387(NAD 83)
 AW0603_MARKER: DD = SURVEY DISK
 AW0603_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0603_SP_SET: SEAWALL
 AW0603_STAMPING: 10+00
 AW0603_MARK LOGO: USE   
 AW0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0603+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0603
 AW0603  HISTORY     - Date     Condition        Report By
 AW0603  HISTORY     - UNK      MONUMENTED       USE
 AW0603  HISTORY     - 1973     GOOD             NGS
 AW0603  HISTORY     - 1978     GOOD             NGS
 AW0603  HISTORY     - 1987     GOOD             USPSQD
 AW0603  HISTORY     - 1987     POOR             USPSQD
 AW0603  HISTORY     - 1987     GOOD             NGS
 AW0603  HISTORY     - 1988     GOOD             USPSQD
 AW0603  HISTORY     - 1988     GOOD             USPSQD
 AW0603  HISTORY     - 1988     GOOD             USPSQD
 AW0603  HISTORY     - 1988     GOOD             USPSQD
 AW0603  HISTORY     - 1989     GOOD             USPSQD
 AW0603  HISTORY     - 1989     GOOD             USPSQD
 AW0603  HISTORY     - 1989     GOOD             USPSQD
 AW0603  HISTORY     - 1989     GOOD             USPSQD
 AW0603  HISTORY     - 1989     GOOD             USPSQD
 AW0603  HISTORY     - 1989     GOOD             USPSQD
 AW0603  HISTORY     - 1989     GOOD             USPSQD
 AW0603  HISTORY     - 1989     GOOD             USPSQD
 AW0603  HISTORY     - 1989     POOR             USPSQD
 AW0603  HISTORY     - 20020719 GOOD             USPSQD
 AW0603  HISTORY     - 20040402 GOOD             USPSQD
 AW0603  HISTORY     - 20050502 GOOD             USPSQD
 AW0603  HISTORY     - 20051209 GOOD             USPSQD
 AW0603
 AW0603                          STATION DESCRIPTION
 AW0603
 AW0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0603'IN GALVESTON.
 AW0603'AT GALVESTON, ABOUT 0.2 MILE SOUTHWEST ALONG SEAWALL BOULEVARD FROM
 AW0603'THE JUNCTION OF 61ST STREET, 45 YARDS NORTHEAST OF THE CENTER OF THE
 AW0603'JUNCTION OF A DRIVEWAY NORTHWEST TO GALVESTON MUNICIPAL GOLF COURSE,
 AW0603'66 FEET SOUTHWEST OF THE CENTER OF A CONCRETE STAIRWAY LEADING DOWN TO
 AW0603'THE BEACH, 52 FEET SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, IN
 AW0603'THE CENTER OF THE TOP OF THE CONCRETE SEAWALL, AND ABOUT LEVEL WITH
 AW0603'THE BOULEVARD.
 AW0603
 AW0603                          STATION RECOVERY (1978)
 AW0603
 AW0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1987)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1987)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW0603'MARK RECOVERED IN POOR CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1987)
 AW0603
 AW0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0603'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.2 KM (3.25
 AW0603'MI) SOUTHWEST ALONG SEAWALL BOULEVARD FROM MOODY CENTER IN GALVESTON.
 AW0603'ADD--50.6 M (166.0 FT) SOUTHWEST OF A STAIRWAY.
 AW0603
 AW0603                          STATION RECOVERY (1988)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1988)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1988)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1988)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1989)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1989)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1989)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1989)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1989)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1989)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1989)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1989)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (1989)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0603'MARK RECOVERED IN POOR CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (2002)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (2004)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW0603'GALVESTON MUNICIPAL GOLF COURSE DRIVE IS NO LONGER THERE, LOCATION
 AW0603'CHANGE NOW HAS THE VICTORIAN MUNICIPAL CONDO AT THIS SITE.
 AW0603
 AW0603                          STATION RECOVERY (2005)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AW0603'RECOVERED IN GOOD CONDITION.
 AW0603
 AW0603                          STATION RECOVERY (2005)
 AW0603
 AW0603'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0603'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2978 ***********************************************************************
 AW2978  DESIGNATION -  1+000 650
 AW2978  PID         -  AW2978
 AW2978  STATE/COUNTY-  TX/HARRIS
 AW2978  USGS QUAD   -  MORGANS POINT (1993)
 AW2978
 AW2978                         *CURRENT SURVEY CONTROL
 AW2978  ___________________________________________________________________
 AW2978* NAD 83(1986)-  29 40 51.     (N)    094 58 44.     (W)     SCALED    
 AW2978* NAVD 88     -         1.29   (+/-2cm)       4.2    (feet)  VERTCON   
 AW2978  ___________________________________________________________________
 AW2978  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2978
 AW2978  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2978
 AW2978.The horizontal coordinates were scaled from a topographic map and have
 AW2978.an estimated accuracy of +/- 6 seconds.
 AW2978
 AW2978.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2978.The vertical order pertains to the NGVD 29 superseded value.
 AW2978
 AW2978.The geoid height was determined by GEOID03.
 AW2978
 AW2978;                    North         East    Units  Estimated Accuracy
 AW2978;SPC TXSC     - 4,211,440.      989,100.      MT  (+/- 180 meters Scaled)
 AW2978
 AW2978                          SUPERSEDED SURVEY CONTROL
 AW2978
 AW2978  NGVD 29 (??/??/92)    1.29   (m)            4.2    (f) COMPUTED    1 2
 AW2978
 AW2978.Superseded values are not recommended for survey control.
 AW2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2978.See file dsdata.txt to determine how the superseded data were derived.
 AW2978
 AW2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN085850(NAD 83)
 AW2978_MARKER: DD = SURVEY DISK
 AW2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2978_STAMPING: 1+000 650
 AW2978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2978+STABILITY: SURFACE MOTION
 AW2978
 AW2978  HISTORY     - Date     Condition        Report By
 AW2978  HISTORY     - UNK      MONUMENTED       USE
 AW2978  HISTORY     - 1964     GOOD             NGS
 AW2978
 AW2978                          STATION DESCRIPTION
 AW2978
 AW2978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2978'0.4 MI SE FROM MORGAN POINT.
 AW2978'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2978'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, THENCE 0.4 MILE
 AW2978'SOUTHEAST ALONG THE SOUTHWEST SHORE LINE OF ATKINSON ISLAND, ABOUT 0.1
 AW2978'MILE NORTHWEST OF A SMALL CLUMP OF BUSHES, ABOUT 250 FEET SOUTHEAST OF
 AW2978'A SMALL KNOLL, 2 1/2 FEET NORTHEAST OF THE HIGH WATER LINE, AND SET IN
 AW2978'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0094 ***********************************************************************
 AM0094  DESIGNATION -  10.00 USE
 AM0094  PID         -  AM0094
 AM0094  STATE/COUNTY-  TX/BRAZORIA
 AM0094  USGS QUAD   -  FREEPORT (1974)
 AM0094
 AM0094                         *CURRENT SURVEY CONTROL
 AM0094  ___________________________________________________________________
 AM0094* NAD 83(1986)-  28 56 10.     (N)    095 17 48.     (W)     SCALED    
 AM0094* NAVD 88     -         1.75   (+/-2cm)       5.7    (feet)  VERTCON   
 AM0094  ___________________________________________________________________
 AM0094  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0094
 AM0094  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0094
 AM0094.The horizontal coordinates were scaled from a topographic map and have
 AM0094.an estimated accuracy of +/- 6 seconds.
 AM0094
 AM0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0094.The vertical order pertains to the NGVD 29 superseded value.
 AM0094
 AM0094.The geoid height was determined by GEOID03.
 AM0094
 AM0094;                    North         East    Units  Estimated Accuracy
 AM0094;SPC TXSC     - 4,127,930.      960,970.      MT  (+/- 180 meters Scaled)
 AM0094
 AM0094                          SUPERSEDED SURVEY CONTROL
 AM0094
 AM0094  NGVD 29 (??/??/92)    1.776  (m)            5.83   (f) ADJ UNCH    1 1
 AM0094
 AM0094.Superseded values are not recommended for survey control.
 AM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0094.See file dsdata.txt to determine how the superseded data were derived.
 AM0094
 AM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN761030(NAD 83)
 AM0094_MARKER: DD = SURVEY DISK
 AM0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0094_SP_SET: JETTY
 AM0094_STAMPING: 10.00 66
 AM0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0094
 AM0094  HISTORY     - Date     Condition        Report By
 AM0094  HISTORY     - UNK      MONUMENTED       DOD
 AM0094  HISTORY     - 1973     GOOD             NGS
 AM0094  HISTORY     - 1977     GOOD             NGS
 AM0094  HISTORY     - 1978     GOOD             NGS
 AM0094  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AM0094  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0094  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0094  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0094
 AM0094                          STATION DESCRIPTION
 AM0094
 AM0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0094'IN SURFSIDE.
 AM0094'AT SURFSIDE, AT THE SOUTHWEST END OF THE ISLAND, ALONG A CONCRETE
 AM0094'CAPPED JETTY WHICH IS ALONG THE NORTHEAST SIDE OF FREEPORT HARBOR
 AM0094'CHANNEL, IN THE TOP OF THE CENTER OF THE JETTY, 57.0 FEET NORTHWEST OF
 AM0094'THE NORTHWEST CORNER OF JETTIES BAIT CAMP BUILDING, AND ABOUT 2 FEET
 AM0094'ABOVE THE GROUND.
 AM0094
 AM0094                          STATION RECOVERY (1977)
 AM0094
 AM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0094'RECOVERED IN GOOD CONDITION.
 AM0094
 AM0094                          STATION RECOVERY (1978)
 AM0094
 AM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0094'RECOVERED IN GOOD CONDITION.
 AM0094
 AM0094                          STATION RECOVERY (1988)
 AM0094
 AM0094'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AM0094'MARK NOT FOUND.
 AM0094
 AM0094                          STATION RECOVERY (1998)
 AM0094
 AM0094'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0094'MARK NOT FOUND.
 AM0094
 AM0094                          STATION RECOVERY (2004)
 AM0094
 AM0094'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0094'MARK NOT FOUND.
 AM0094
 AM0094                          STATION RECOVERY (2005)
 AM0094
 AM0094'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3483 ***********************************************************************
 AW3483  DESIGNATION -  100+00 600
 AW3483  PID         -  AW3483
 AW3483  STATE/COUNTY-  TX/HARRIS
 AW3483  USGS QUAD   -  LA PORTE (1982)
 AW3483
 AW3483                         *CURRENT SURVEY CONTROL
 AW3483  ___________________________________________________________________
 AW3483* NAD 83(1986)-  29 41 57.     (N)    095 00 15.     (W)     SCALED    
 AW3483* NAVD 88     -         2.12   (+/-2cm)       7.0    (feet)  VERTCON   
 AW3483  ___________________________________________________________________
 AW3483  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3483
 AW3483  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3483
 AW3483.The horizontal coordinates were scaled from a topographic map and have
 AW3483.an estimated accuracy of +/- 6 seconds.
 AW3483
 AW3483.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3483.The vertical order pertains to the NGVD 29 superseded value.
 AW3483
 AW3483.The geoid height was determined by GEOID03.
 AW3483
 AW3483;                    North         East    Units  Estimated Accuracy
 AW3483;SPC TXSC     - 4,213,390.      986,580.      MT  (+/- 180 meters Scaled)
 AW3483
 AW3483                          SUPERSEDED SURVEY CONTROL
 AW3483
 AW3483  NGVD 29 (??/??/92)    2.120  (m)            6.96   (f) ADJ UNCH    1 2
 AW3483
 AW3483.Superseded values are not recommended for survey control.
 AW3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3483.See file dsdata.txt to determine how the superseded data were derived.
 AW3483
 AW3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN061871(NAD 83)
 AW3483_MARKER: DD = SURVEY DISK
 AW3483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3483_STAMPING: 100+00 600
 AW3483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3483+STABILITY: SURFACE MOTION
 AW3483
 AW3483  HISTORY     - Date     Condition        Report By
 AW3483  HISTORY     - UNK      MONUMENTED       USE
 AW3483  HISTORY     - 1959     GOOD             NGS
 AW3483  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3483
 AW3483                          STATION DESCRIPTION
 AW3483
 AW3483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3483'2.1 MI NW FROM MORGAN POINT.
 AW3483'ABOUT 2.1 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3483'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3483'BANK OF SPILMAN ISLAND, 179 FEET SOUTHEAST OF A LONE EVERGREEN TREE,
 AW3483'70 FEET SOUTHWEST OF THE HIGH WATER LINE OF THE CHANNEL, AND IN THE
 AW3483'TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND. NOTE--
 AW3483'BELIEVED TO HAVE BEEN WASHED OUT.
 AW3483
 AW3483                          STATION RECOVERY (1964)
 AW3483
 AW3483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3674 ***********************************************************************
 AW3674  DESIGNATION -  1001+00 350 L HSC 53
 AW3674  PID         -  AW3674
 AW3674  STATE/COUNTY-  TX/HARRIS
 AW3674  USGS QUAD   -  PASADENA (1995)
 AW3674
 AW3674                         *CURRENT SURVEY CONTROL
 AW3674  ___________________________________________________________________
 AW3674* NAD 83(1986)-  29 43 32.     (N)    095 12 57.     (W)     SCALED    
 AW3674* NAVD 88     -         7.79   (+/-2cm)      25.6    (feet)  VERTCON   
 AW3674  ___________________________________________________________________
 AW3674  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3674
 AW3674  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3674
 AW3674.The horizontal coordinates were scaled from a topographic map and have
 AW3674.an estimated accuracy of +/- 6 seconds.
 AW3674
 AW3674.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3674.The vertical order pertains to the NGVD 29 superseded value.
 AW3674
 AW3674.The geoid height was determined by GEOID03.
 AW3674
 AW3674;                    North         East    Units  Estimated Accuracy
 AW3674;SPC TXSC     - 4,215,630.      966,020.      MT  (+/- 180 meters Scaled)
 AW3674
 AW3674                          SUPERSEDED SURVEY CONTROL
 AW3674
 AW3674  NGVD 29 (??/??/92)    7.792  (m)           25.56   (f) ADJ UNCH    1 2
 AW3674
 AW3674.Superseded values are not recommended for survey control.
 AW3674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3674.See file dsdata.txt to determine how the superseded data were derived.
 AW3674
 AW3674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN856904(NAD 83)
 AW3674_MARKER: DD = SURVEY DISK
 AW3674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3674_STAMPING: 1001+00 350 LHSC 53
 AW3674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3674+STABILITY: SURFACE MOTION
 AW3674
 AW3674  HISTORY     - Date     Condition        Report By
 AW3674  HISTORY     - UNK      MONUMENTED       USE
 AW3674  HISTORY     - 1959     GOOD             NGS
 AW3674  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3674
 AW3674                          STATION DESCRIPTION
 AW3674
 AW3674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3674'0.4 MI SW FROM PASADENA.
 AW3674'ABOUT 0.4 MILE SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3674'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE TOP OF A CLAY
 AW3674'KNOLL, 45 FEET EAST OF THE EAST STEEL MESH FENCE OF THE TEXAS COMPANY,
 AW3674'30 FEET NORTHWEST OF THE HIGH WATER LINE, AND IN THE TOP OF A CONCRETE
 AW3674'POST, POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3674
 AW3674                          STATION RECOVERY (1964)
 AW3674
 AW3674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3675 ***********************************************************************
 AW3675  DESIGNATION -  1002+00
 AW3675  PID         -  AW3675
 AW3675  STATE/COUNTY-  TX/HARRIS
 AW3675  USGS QUAD   -  PASADENA (1995)
 AW3675
 AW3675                         *CURRENT SURVEY CONTROL
 AW3675  ___________________________________________________________________
 AW3675* NAD 83(1986)-  29 43 39.     (N)    095 12 45.     (W)     SCALED    
 AW3675* NAVD 88     -         2.84   (+/-2cm)       9.3    (feet)  VERTCON   
 AW3675  ___________________________________________________________________
 AW3675  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3675
 AW3675  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3675
 AW3675.The horizontal coordinates were scaled from a topographic map and have
 AW3675.an estimated accuracy of +/- 6 seconds.
 AW3675
 AW3675.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3675.The vertical order pertains to the NGVD 29 superseded value.
 AW3675
 AW3675.The geoid height was determined by GEOID03.
 AW3675
 AW3675;                    North         East    Units  Estimated Accuracy
 AW3675;SPC TXSC     - 4,215,860.      966,330.      MT  (+/- 180 meters Scaled)
 AW3675
 AW3675                          SUPERSEDED SURVEY CONTROL
 AW3675
 AW3675  NGVD 29 (??/??/92)    2.837  (m)            9.31   (f) ADJ UNCH    1 2
 AW3675
 AW3675.Superseded values are not recommended for survey control.
 AW3675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3675.See file dsdata.txt to determine how the superseded data were derived.
 AW3675
 AW3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN860906(NAD 83)
 AW3675_MARKER: Q = CHISELED SQUARE
 AW3675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3675_SP_SET: CONCRETE MASS
 AW3675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3675
 AW3675  HISTORY     - Date     Condition        Report By
 AW3675  HISTORY     - UNK      MONUMENTED       USE
 AW3675  HISTORY     - 1936     GOOD             NGS
 AW3675  HISTORY     - 1937     GOOD             NGS
 AW3675
 AW3675                          STATION DESCRIPTION
 AW3675
 AW3675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW3675'IN PASADENA.
 AW3675'300 FEET NORTHWEST OF THE CENTER LINE OF THE HOUSTON SHIP CHANNEL, AT
 AW3675'USE STATION 1002+00.
 AW3675
 AW3675                          STATION RECOVERY (1937)
 AW3675
 AW3675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 AW3675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3677 ***********************************************************************
 AW3677  DESIGNATION -  1006+98.2
 AW3677  PID         -  AW3677
 AW3677  STATE/COUNTY-  TX/HARRIS
 AW3677  USGS QUAD   -  PASADENA (1995)
 AW3677
 AW3677                         *CURRENT SURVEY CONTROL
 AW3677  ___________________________________________________________________
 AW3677* NAD 83(1986)-  29 43 36.     (N)    095 12 47.     (W)     SCALED    
 AW3677* NAVD 88     -         2.38   (+/-2cm)       7.8    (feet)  VERTCON   
 AW3677  ___________________________________________________________________
 AW3677  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3677
 AW3677  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3677
 AW3677.The horizontal coordinates were scaled from a topographic map and have
 AW3677.an estimated accuracy of +/- 6 seconds.
 AW3677
 AW3677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3677.The vertical order pertains to the NGVD 29 superseded value.
 AW3677
 AW3677.The geoid height was determined by GEOID03.
 AW3677
 AW3677;                    North         East    Units  Estimated Accuracy
 AW3677;SPC TXSC     - 4,215,760.      966,280.      MT  (+/- 180 meters Scaled)
 AW3677
 AW3677                          SUPERSEDED SURVEY CONTROL
 AW3677
 AW3677  NGVD 29 (??/??/92)    2.378  (m)            7.80   (f) ADJ UNCH    1 2
 AW3677
 AW3677.Superseded values are not recommended for survey control.
 AW3677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3677.See file dsdata.txt to determine how the superseded data were derived.
 AW3677
 AW3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN859905(NAD 83)
 AW3677_MARKER: DD = SURVEY DISK
 AW3677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3677+STABILITY: SURFACE MOTION
 AW3677
 AW3677  HISTORY     - Date     Condition        Report By
 AW3677  HISTORY     - UNK      MONUMENTED       USE
 AW3677  HISTORY     - 1936     GOOD             NGS
 AW3677  HISTORY     - 1937     GOOD             NGS
 AW3677
 AW3677                          STATION DESCRIPTION
 AW3677
 AW3677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW3677'0.1 MI W FROM PASADENA.
 AW3677'300 FEET NORTHWEST OF THE CENTER LINE OF THE HOUSTON SHIP CHANNEL, AT
 AW3677'USE STATION 1006+98.2.
 AW3677
 AW3677                          STATION RECOVERY (1937)
 AW3677
 AW3677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 AW3677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6470 ***********************************************************************
 AW6470  DESIGNATION -  1009 00 350L USE 1948
 AW6470  PID         -  AW6470
 AW6470  STATE/COUNTY-  TX/HARRIS
 AW6470  USGS QUAD   -  PASADENA (1995)
 AW6470
 AW6470                         *CURRENT SURVEY CONTROL
 AW6470  ___________________________________________________________________
 AW6470* NAD 83(1993)-  29 43 31.27051(N)    095 13 05.07495(W)     ADJUSTED  
 AW6470* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AW6470  ___________________________________________________________________
 AW6470  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW6470  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6470
 AW6470  HORZ ORDER  -  THIRD
 AW6470
 AW6470.The horizontal coordinates were established by classical geodetic methods
 AW6470.and adjusted by the National Geodetic Survey in February 1996..
 AW6470
 AW6470.The orthometric height was scaled from a topographic map.
 AW6470
 AW6470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6470
 AW6470.The geoid height was determined by GEOID03.
 AW6470
 AW6470;                    North         East     Units Scale Factor Converg.
 AW6470;SPC TXSC     - 4,215,602.266   965,799.013   MT  0.99988638   +1 51 10.1
 AW6470;SPC TXSC     -13,830,688.43  3,168,625.60   sFT  0.99988638   +1 51 10.1
 AW6470;UTM  15      - 3,290,412.635   285,457.614   MT  1.00016795   -1 06 00.9
 AW6470
 AW6470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6470!SPC TXSC     -   1.00000380  x   0.99988638  =   0.99989018
 AW6470!UTM  15      -   1.00000380  x   1.00016795  =   1.00017175
 AW6470
 AW6470:                Primary Azimuth Mark                     Grid Az
 AW6470:SPC TXSC     -  981 00 450L USE 1955                     061 04 13.4
 AW6470:UTM  15      -  981 00 450L USE 1955                     064 01 24.4
 AW6470
 AW6470|---------------------------------------------------------------------|
 AW6470| PID    Reference Object                     Distance      Geod. Az  |
 AW6470|                                                           dddmmss.s |
 AW6470| AW6441 981 00 450L USE 1955                APPROX. 0.7 KM 0625523.5 |
 AW6470|---------------------------------------------------------------------|
 AW6470
 AW6470                          SUPERSEDED SURVEY CONTROL
 AW6470
 AW6470  NAD 83(1986)-  29 43 31.28568(N)    095 13 05.05560(W) AD(       ) 3
 AW6470  NAD 27      -  29 43 30.46188(N)    095 13 04.29599(W) AD(       ) 3
 AW6470
 AW6470.Superseded values are not recommended for survey control.
 AW6470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6470.See file dsdata.txt to determine how the superseded data were derived.
 AW6470
 AW6470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8545890413(NAD 83)
 AW6470_MARKER: DD = SURVEY DISK
 AW6470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6470+STABILITY: SURFACE MOTION
 AW6470
 AW6470  HISTORY     - Date     Condition        Report By
 AW6470  HISTORY     - 1948     MONUMENTED       USE
 AW6470  HISTORY     - 1955     GOOD             CGS
 AW6470  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW6470
 AW6470                          STATION DESCRIPTION
 AW6470
 AW6470'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6470'LOCATED 0.4 MI. W OF THE WASHBURN TUNNEL CROSSING, ALONG THE
 AW6470'N BANK OF THE HOUSTON SHIP CHANNEL, ON THE PROPERTY OF THE
 AW6470'TEXAS CO., GALENA PART PLANT, APPROXIMATELY 150 FT. N OF THE
 AW6470'CHANNEL BANK, 93 FT. E OF A CYCLONE FENCE, AND 0.5 FT. S OF A
 AW6470'2- BY 2 WITNESS STAKE.
 AW6470'
 AW6470'A U.S.E. DISK, STAMPED 1009+00 350 L 1953 AND SET IN THE
 AW6470'TOP OF A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6470'
 AW6470'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6470'
 AW6470'THIS IS A TRAVERSE STATION.
 AW6470
 AW6470                          STATION RECOVERY (1994)
 AW6470
 AW6470'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3678 ***********************************************************************
 AW3678  DESIGNATION -  1009+00 350 L HSC
 AW3678  PID         -  AW3678
 AW3678  STATE/COUNTY-  TX/HARRIS
 AW3678  USGS QUAD   -  PASADENA (1995)
 AW3678
 AW3678                         *CURRENT SURVEY CONTROL
 AW3678  ___________________________________________________________________
 AW3678* NAD 83(1986)-  29 43 31.     (N)    095 13 04.     (W)     SCALED    
 AW3678* NAVD 88     -         4.61   (+/-2cm)      15.1    (feet)  VERTCON   
 AW3678  ___________________________________________________________________
 AW3678  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3678
 AW3678  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3678
 AW3678.The horizontal coordinates were scaled from a topographic map and have
 AW3678.an estimated accuracy of +/- 6 seconds.
 AW3678
 AW3678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3678.The vertical order pertains to the NGVD 29 superseded value.
 AW3678
 AW3678.The geoid height was determined by GEOID03.
 AW3678
 AW3678;                    North         East    Units  Estimated Accuracy
 AW3678;SPC TXSC     - 4,215,600.      965,830.      MT  (+/- 180 meters Scaled)
 AW3678
 AW3678                          SUPERSEDED SURVEY CONTROL
 AW3678
 AW3678  NGVD 29 (??/??/92)    4.610  (m)           15.12   (f) ADJ UNCH    1 2
 AW3678
 AW3678.Superseded values are not recommended for survey control.
 AW3678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3678.See file dsdata.txt to determine how the superseded data were derived.
 AW3678
 AW3678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN854904(NAD 83)
 AW3678_MARKER: DD = SURVEY DISK
 AW3678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3678_STAMPING: 1009+00 350 LHSC 53
 AW3678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3678+STABILITY: SURFACE MOTION
 AW3678
 AW3678  HISTORY     - Date     Condition        Report By
 AW3678  HISTORY     - UNK      MONUMENTED       USE
 AW3678  HISTORY     - 1964     GOOD             NGS
 AW3678
 AW3678                          STATION DESCRIPTION
 AW3678
 AW3678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3678'0.75 MI SW FROM PASADENA.
 AW3678'ABOUT 0.75 MILE SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3678'NORTH ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON PROPERTY WHICH
 AW3678'BELONGS TO THE TEXAS COMPANY, 289 FEET WEST OF THE EAST WIRE MESH
 AW3678'FENCE LINE OF THE TEXAS COMPANY, 199 1/2 FEET SOUTH OF A FENCE, 52
 AW3678'FEET SOUTHEAST OF A LONE SHRUB, 20 FEET NORTH OF THE EDGE OF THE SHIP
 AW3678'CHANNEL, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0376 ***********************************************************************
 DM0376  DESIGNATION -  101
 DM0376  PID         -  DM0376
 DM0376  STATE/COUNTY-  TX/LAMAR
 DM0376  USGS QUAD   -  PARIS (1984)
 DM0376
 DM0376                         *CURRENT SURVEY CONTROL
 DM0376  ___________________________________________________________________
 DM0376* NAD 83(1986)-  33 38 55.     (N)    095 30 11.     (W)     SCALED    
 DM0376* NAVD 88     -       162.768  (meters)     534.01   (feet)  ADJUSTED  
 DM0376  ___________________________________________________________________
 DM0376  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DM0376  DYNAMIC HT  -         162.598 (meters)     533.46  (feet)  COMP
 DM0376  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 DM0376
 DM0376  VERT ORDER  -  SECOND    CLASS 0
 DM0376
 DM0376.The horizontal coordinates were scaled from a topographic map and have
 DM0376.an estimated accuracy of +/- 6 seconds.
 DM0376
 DM0376.The orthometric height was determined by differential leveling
 DM0376.and adjusted by the National Geodetic Survey in June 1991..
 DM0376.WARNING-Repeat measurements at this control monument indicate possible
 DM0376.vertical movement.
 DM0376
 DM0376.The geoid height was determined by GEOID03.
 DM0376
 DM0376.The dynamic height is computed by dividing the NAVD 88
 DM0376.geopotential number by the normal gravity value computed on the
 DM0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0376.degrees latitude (g = 980.6199 gals.).
 DM0376
 DM0376.The modeled gravity was interpolated from observed gravity values.
 DM0376
 DM0376;                    North         East    Units  Estimated Accuracy
 DM0376;SPC TXNC     - 2,223,750.      877,950.      MT  (+/- 180 meters Scaled)
 DM0376
 DM0376                          SUPERSEDED SURVEY CONTROL
 DM0376
 DM0376  NGVD 29 (??/??/92)  162.750  (m)          533.96   (f) ADJ UNCH    2 0
 DM0376
 DM0376.Superseded values are not recommended for survey control.
 DM0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0376.See file dsdata.txt to determine how the superseded data were derived.
 DM0376
 DM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT678260(NAD 83)
 DM0376_MARKER: P = PIPE CAP
 DM0376_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0376_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0376_STAMPING: STATION 101
 DM0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0376
 DM0376  HISTORY     - Date     Condition        Report By
 DM0376  HISTORY     - UNK      MONUMENTED       USGS
 DM0376  HISTORY     - 1934     GOOD             NGS
 DM0376  HISTORY     - 1965     GOOD             NGS
 DM0376  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM0376
 DM0376                          STATION DESCRIPTION
 DM0376
 DM0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0376'3.2 MI E FROM PARIS.
 DM0376'3.2 MI E OF AND ALONG THE T P R R AT MILE POST 88.  39 FEET N OF
 DM0376'CENTER OF TRACK.  AN IRON PIPE.
 DM0376
 DM0376                          STATION RECOVERY (1965)
 DM0376
 DM0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DM0376'RECOVERED IN GOOD CONDITION.
 DM0376
 DM0376                          STATION RECOVERY (1995)
 DM0376
 DM0376'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0401 ***********************************************************************
 GK0401  DESIGNATION -  101
 GK0401  PID         -  GK0401
 GK0401  STATE/COUNTY-  TX/HANSFORD
 GK0401  USGS QUAD   -  MORSE (1974)
 GK0401
 GK0401                         *CURRENT SURVEY CONTROL
 GK0401  ___________________________________________________________________
 GK0401* NAD 83(1986)-  36 04 28.     (N)    101 27 32.     (W)     SCALED    
 GK0401* NAVD 88     -       958.31   (+/-2cm)    3144.1    (feet)  VERTCON   
 GK0401  ___________________________________________________________________
 GK0401  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GK0401
 GK0401  VERT ORDER  -  ? (See Below)
 GK0401
 GK0401.The horizontal coordinates were scaled from a topographic map and have
 GK0401.an estimated accuracy of +/- 6 seconds.
 GK0401
 GK0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0401.The vertical order pertains to the NGVD 29 superseded value.
 GK0401
 GK0401.The geoid height was determined by GEOID03.
 GK0401
 GK0401;                    North         East    Units  Estimated Accuracy
 GK0401;SPC TX N     - 1,230,140.      203,700.      MT  (+/- 180 meters Scaled)
 GK0401
 GK0401                          SUPERSEDED SURVEY CONTROL
 GK0401
 GK0401  NGVD 29 (??/??/92)  957.861  (m)         3142.58   (f) ADJ UNCH    ?  
 GK0401
 GK0401.Superseded values are not recommended for survey control.
 GK0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0401.See file dsdata.txt to determine how the superseded data were derived.
 GK0401
 GK0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE785950(NAD 83)
 GK0401_MARKER: B = BOLT
 GK0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0401+STABILITY: SURFACE MOTION
 GK0401
 GK0401  HISTORY     - Date     Condition        Report By
 GK0401  HISTORY     - UNK      MONUMENTED
 GK0401  HISTORY     - 1935     GOOD             NGS
 GK0401  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0401
 GK0401                          STATION DESCRIPTION
 GK0401
 GK0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GK0401'1.4 MI NE FROM MORSE.
 GK0401'1.4 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0401'STATION AT MORSE, 107 FEET SOUTHEAST OF MILEPOST 101, 95.5 FEET
 GK0401'SOUTHEAST OF THE SOUTHEAST RAIL, AND 2.4 FEET NORTHWEST OF THE
 GK0401'RIGHT-OF-WAY FENCE.  AN IRON BOLT SET IN THE TOP OF A CONCRETE POST.
 GK0401
 GK0401                          STATION RECOVERY (1973)
 GK0401
 GK0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0030 ***********************************************************************
 DO0030  DESIGNATION -  101.10
 DO0030  PID         -  DO0030
 DO0030  STATE/COUNTY-  TX/CLAY
 DO0030  USGS QUAD   -  JOLLY (1972)
 DO0030
 DO0030                         *CURRENT SURVEY CONTROL
 DO0030  ___________________________________________________________________
 DO0030* NAD 83(1986)-  33 50 24.     (N)    098 16 58.     (W)     SCALED    
 DO0030* NAVD 88     -       268.330  (meters)     880.35   (feet)  ADJUSTED  
 DO0030  ___________________________________________________________________
 DO0030  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DO0030  DYNAMIC HT  -         268.034 (meters)     879.37  (feet)  COMP
 DO0030  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 DO0030
 DO0030  VERT ORDER  -  FIRST     CLASS II
 DO0030
 DO0030.The horizontal coordinates were scaled from a topographic map and have
 DO0030.an estimated accuracy of +/- 6 seconds.
 DO0030
 DO0030.The orthometric height was determined by differential leveling
 DO0030.and adjusted by the National Geodetic Survey in June 1991..
 DO0030
 DO0030.The geoid height was determined by GEOID03.
 DO0030
 DO0030.The dynamic height is computed by dividing the NAVD 88
 DO0030.geopotential number by the normal gravity value computed on the
 DO0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0030.degrees latitude (g = 980.6199 gals.).
 DO0030
 DO0030.The modeled gravity was interpolated from observed gravity values.
 DO0030
 DO0030;                    North         East    Units  Estimated Accuracy
 DO0030;SPC TXNC     - 2,241,030.      620,110.      MT  (+/- 180 meters Scaled)
 DO0030
 DO0030                          SUPERSEDED SURVEY CONTROL
 DO0030
 DO0030  NGVD 29 (??/??/92)  268.26   (m)          880.1    (f) COMPUTED    1 2
 DO0030
 DO0030.Superseded values are not recommended for survey control.
 DO0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0030.See file dsdata.txt to determine how the superseded data were derived.
 DO0030
 DO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC663446(NAD 83)
 DO0030_MARKER: Q = CHISELED SQUARE
 DO0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0030_SP_SET: BRIDGE
 DO0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0030
 DO0030  HISTORY     - Date     Condition        Report By
 DO0030  HISTORY     - UNK      MONUMENTED       BNRR
 DO0030  HISTORY     - 1933     GOOD             NGS
 DO0030  HISTORY     - 1935     GOOD             NGS
 DO0030
 DO0030                          STATION DESCRIPTION
 DO0030
 DO0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DO0030'4.2 MI SE FROM JOLLY.
 DO0030'N.W. CORNER W. PAR WALL RR BM AT BRIDGE 101.10.
 DO0030
 DO0030                          STATION RECOVERY (1935)
 DO0030
 DO0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DO0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0029 ***********************************************************************
 DO0029  DESIGNATION -  101.25
 DO0029  PID         -  DO0029
 DO0029  STATE/COUNTY-  TX/CLAY
 DO0029  USGS QUAD   -  JOLLY (1972)
 DO0029
 DO0029                         *CURRENT SURVEY CONTROL
 DO0029  ___________________________________________________________________
 DO0029* NAD 83(1986)-  33 50 26.     (N)    098 17 06.     (W)     SCALED    
 DO0029* NAVD 88     -       268.027  (meters)     879.35   (feet)  ADJUSTED  
 DO0029  ___________________________________________________________________
 DO0029  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DO0029  DYNAMIC HT  -         267.731 (meters)     878.38  (feet)  COMP
 DO0029  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 DO0029
 DO0029  VERT ORDER  -  FIRST     CLASS II
 DO0029
 DO0029.The horizontal coordinates were scaled from a topographic map and have
 DO0029.an estimated accuracy of +/- 6 seconds.
 DO0029
 DO0029.The orthometric height was determined by differential leveling
 DO0029.and adjusted by the National Geodetic Survey in June 1991..
 DO0029
 DO0029.The geoid height was determined by GEOID03.
 DO0029
 DO0029.The dynamic height is computed by dividing the NAVD 88
 DO0029.geopotential number by the normal gravity value computed on the
 DO0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0029.degrees latitude (g = 980.6199 gals.).
 DO0029
 DO0029.The modeled gravity was interpolated from observed gravity values.
 DO0029
 DO0029;                    North         East    Units  Estimated Accuracy
 DO0029;SPC TXNC     - 2,241,090.      619,900.      MT  (+/- 180 meters Scaled)
 DO0029
 DO0029                          SUPERSEDED SURVEY CONTROL
 DO0029
 DO0029  NGVD 29 (??/??/92)  267.960  (m)          879.13   (f) ADJ UNCH    1 2
 DO0029
 DO0029.Superseded values are not recommended for survey control.
 DO0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0029.See file dsdata.txt to determine how the superseded data were derived.
 DO0029
 DO0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC661447(NAD 83)
 DO0029_MARKER: Q = CHISELED SQUARE
 DO0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0029_SP_SET: BRIDGE
 DO0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0029
 DO0029  HISTORY     - Date     Condition        Report By
 DO0029  HISTORY     - UNK      MONUMENTED       BNRR
 DO0029  HISTORY     - 1950     MARK NOT FOUND   NGS
 DO0029
 DO0029                          STATION DESCRIPTION
 DO0029
 DO0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0029'4.0 MI SE FROM JOLLY.
 DO0029'4.0 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0029'JOLLY, CLAY COUNTY, AT BRIDGE 101.25, AND ON THE SOUTHWEST CORNER OF
 DO0029'THE WEST BACK WALL.  A CHISELED SQUARE.  NOTE-- THE CONCRETE AT THE
 DO0029'POINT OF THE MARK IS COVERED WITH A TIMBER RETAINING WALL.  THE SQUARE
 DO0029'IS PROBABLY INTACT UNDER THE TIMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0189 ***********************************************************************
 BN0189  DESIGNATION -  1015 SA
 BN0189  PID         -  BN0189
 BN0189  STATE/COUNTY-  TX/LLANO
 BN0189  USGS QUAD   -  LONE GROVE (1956)
 BN0189
 BN0189                         *CURRENT SURVEY CONTROL
 BN0189  ___________________________________________________________________
 BN0189* NAD 83(1986)-  30 45 14.     (N)    098 31 50.     (W)     SCALED    
 BN0189* NAVD 88     -       307.141  (meters)    1007.68   (feet)  ADJUSTED  
 BN0189  ___________________________________________________________________
 BN0189  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 BN0189  DYNAMIC HT  -         306.734 (meters)    1006.34  (feet)  COMP
 BN0189  MODELED GRAV-     979,307.0   (mgal)                       NAVD 88
 BN0189
 BN0189  VERT ORDER  -  SECOND    CLASS 0
 BN0189
 BN0189.The horizontal coordinates were scaled from a topographic map and have
 BN0189.an estimated accuracy of +/- 6 seconds.
 BN0189
 BN0189.The orthometric height was determined by differential leveling
 BN0189.and adjusted by the National Geodetic Survey in June 1991..
 BN0189
 BN0189.The geoid height was determined by GEOID03.
 BN0189
 BN0189.The dynamic height is computed by dividing the NAVD 88
 BN0189.geopotential number by the normal gravity value computed on the
 BN0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0189.degrees latitude (g = 980.6199 gals.).
 BN0189
 BN0189.The modeled gravity was interpolated from observed gravity values.
 BN0189
 BN0189;                    North         East    Units  Estimated Accuracy
 BN0189;SPC TX C     - 3,121,920.      872,590.      MT  (+/- 180 meters Scaled)
 BN0189
 BN0189                          SUPERSEDED SURVEY CONTROL
 BN0189
 BN0189  NGVD 29 (??/??/92)  307.084  (m)         1007.49   (f) ADJ UNCH    2 0
 BN0189
 BN0189.Superseded values are not recommended for survey control.
 BN0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0189.See file dsdata.txt to determine how the superseded data were derived.
 BN0189
 BN0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV449024(NAD 83)
 BN0189_MARKER: DD = SURVEY DISK
 BN0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0189_SP_SET: PAVEMENT
 BN0189_STAMPING: 1015 SA
 BN0189_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0189
 BN0189  HISTORY     - Date     Condition        Report By
 BN0189  HISTORY     - UNK      MONUMENTED       USGS
 BN0189  HISTORY     - 1933     GOOD             NGS
 BN0189  HISTORY     - 19990916 GOOD             TXDOT
 BN0189
 BN0189                          STATION DESCRIPTION
 BN0189
 BN0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0189'9.0 MI NW FROM KINGSLAND.
 BN0189'1.25 MILES NORTHWEST OF GRAPHITE, ON NORTH SIDE OF LONE GROVE ROAD. 24
 BN0189'FEET SOUTH OF MILEPOST 89, AND 21 FEET NORTHEAST OF CENTERLINE OF R R
 BN0189'TRACKS.
 BN0189
 BN0189                          STATION RECOVERY (1999)
 BN0189
 BN0189'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 BN0189'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0961 ***********************************************************************
 AH0961  DESIGNATION -  102
 AH0961  PID         -  AH0961
 AH0961  STATE/COUNTY-  TX/NUECES
 AH0961  USGS QUAD   -  BANQUETE (1979)
 AH0961
 AH0961                         *CURRENT SURVEY CONTROL
 AH0961  ___________________________________________________________________
 AH0961* NAD 83(1986)-  27 47 18.     (N)    097 51 32.     (W)     SCALED    
 AH0961* NAVD 88     -        30.168  (meters)      98.98   (feet)  ADJUSTED  
 AH0961  ___________________________________________________________________
 AH0961  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH0961  DYNAMIC HT  -          30.121 (meters)      98.82  (feet)  COMP
 AH0961  MODELED GRAV-     979,109.6   (mgal)                       NAVD 88
 AH0961
 AH0961  VERT ORDER  -  FIRST     CLASS II
 AH0961
 AH0961.The horizontal coordinates were scaled from a topographic map and have
 AH0961.an estimated accuracy of +/- 6 seconds.
 AH0961
 AH0961.The orthometric height was determined by differential leveling
 AH0961.and adjusted by the National Geodetic Survey in June 1991..
 AH0961.WARNING-Repeat measurements at this control monument indicate possible
 AH0961.vertical movement.
 AH0961
 AH0961.The geoid height was determined by GEOID03.
 AH0961
 AH0961.The dynamic height is computed by dividing the NAVD 88
 AH0961.geopotential number by the normal gravity value computed on the
 AH0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0961.degrees latitude (g = 980.6199 gals.).
 AH0961
 AH0961.The modeled gravity was interpolated from observed gravity values.
 AH0961
 AH0961;                    North         East    Units  Estimated Accuracy
 AH0961;SPC TX S     - 5,235,230.      363,180.      MT  (+/- 180 meters Scaled)
 AH0961
 AH0961                          SUPERSEDED SURVEY CONTROL
 AH0961
 AH0961  NGVD 29 (??/??/92)   30.286  (m)           99.36   (f) ADJ UNCH    1 2
 AH0961
 AH0961.Superseded values are not recommended for survey control.
 AH0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0961.See file dsdata.txt to determine how the superseded data were derived.
 AH0961
 AH0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR124742(NAD 83)
 AH0961_MARKER: P = PIPE CAP
 AH0961_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH0961_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AH0961_STAMPING: 99.27 1920
 AH0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0961
 AH0961  HISTORY     - Date     Condition        Report By
 AH0961  HISTORY     - 1920     MONUMENTED       USGS
 AH0961  HISTORY     - 1951     GOOD             NGS
 AH0961  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0961
 AH0961                          STATION DESCRIPTION
 AH0961
 AH0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0961'3.1 MI E FROM AGUA DULCE.
 AH0961'3.1 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0961'AGUA DULCE, 36.6 FEET SOUTH OF THE SOUTH RAIL, 38 FEET NORTH OF THE
 AH0961'CENTER LINE OF A GRAVELED ROAD, 0.1 MILE WEST OF A DRIVEWAY LEADING
 AH0961'SOUTH TO A FARMHOUSE, 3 FEET WEST OF A WITNESS POST, RIVETED ON THE
 AH0961'TOP OF AN IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AH0961
 AH0961                          STATION RECOVERY (2001)
 AH0961
 AH0961'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 AH0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0027 ***********************************************************************
 DO0027  DESIGNATION -  102.01
 DO0027  PID         -  DO0027
 DO0027  STATE/COUNTY-  TX/CLAY
 DO0027  USGS QUAD   -  JOLLY (1972)
 DO0027
 DO0027                         *CURRENT SURVEY CONTROL
 DO0027  ___________________________________________________________________
 DO0027* NAD 83(1986)-  33 50 45.     (N)    098 17 46.     (W)     SCALED    
 DO0027* NAVD 88     -       272.356  (meters)     893.55   (feet)  ADJUSTED  
 DO0027  ___________________________________________________________________
 DO0027  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DO0027  DYNAMIC HT  -         272.055 (meters)     892.57  (feet)  COMP
 DO0027  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 DO0027
 DO0027  VERT ORDER  -  FIRST     CLASS II
 DO0027
 DO0027.The horizontal coordinates were scaled from a topographic map and have
 DO0027.an estimated accuracy of +/- 6 seconds.
 DO0027
 DO0027.The orthometric height was determined by differential leveling
 DO0027.and adjusted by the National Geodetic Survey in June 1991..
 DO0027
 DO0027.The geoid height was determined by GEOID03.
 DO0027
 DO0027.The dynamic height is computed by dividing the NAVD 88
 DO0027.geopotential number by the normal gravity value computed on the
 DO0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0027.degrees latitude (g = 980.6199 gals.).
 DO0027
 DO0027.The modeled gravity was interpolated from observed gravity values.
 DO0027
 DO0027;                    North         East    Units  Estimated Accuracy
 DO0027;SPC TXNC     - 2,241,680.      618,870.      MT  (+/- 180 meters Scaled)
 DO0027
 DO0027                          SUPERSEDED SURVEY CONTROL
 DO0027
 DO0027  NGVD 29 (??/??/92)  272.29   (m)          893.3    (f) COMPUTED    1 2
 DO0027
 DO0027.Superseded values are not recommended for survey control.
 DO0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0027.See file dsdata.txt to determine how the superseded data were derived.
 DO0027
 DO0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC651452(NAD 83)
 DO0027_MARKER: Q = CHISELED SQUARE
 DO0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0027_SP_SET: BRIDGE
 DO0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0027
 DO0027  HISTORY     - Date     Condition        Report By
 DO0027  HISTORY     - UNK      MONUMENTED       BNRR
 DO0027  HISTORY     - 1933     GOOD             NGS
 DO0027  HISTORY     - 1950     GOOD             NGS
 DO0027
 DO0027                          STATION DESCRIPTION
 DO0027
 DO0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DO0027'3.3 MI SE FROM JOLLY.
 DO0027'S. W. CORNER S. PAR. WALL RR BM AT BRIDGE 102.01
 DO0027
 DO0027                          STATION RECOVERY (1950)
 DO0027
 DO0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DO0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0007 ***********************************************************************
 CA0007  DESIGNATION -  1021.0
 CA0007  PID         -  CA0007
 CA0007  STATE/COUNTY-  TX/HAMILTON
 CA0007  USGS QUAD   -  HICO (1979)
 CA0007
 CA0007                         *CURRENT SURVEY CONTROL
 CA0007  ___________________________________________________________________
 CA0007* NAD 83(1986)-  31 58 54.     (N)    098 02 16.     (W)     SCALED    
 CA0007* NAVD 88     -       311.23   (+/-2cm)    1021.1    (feet)  VERTCON   
 CA0007  ___________________________________________________________________
 CA0007  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CA0007
 CA0007  VERT ORDER  -  ? (See Below)
 CA0007
 CA0007.The horizontal coordinates were scaled from a topographic map and have
 CA0007.an estimated accuracy of +/- 6 seconds.
 CA0007
 CA0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0007.The vertical order pertains to the NGVD 29 superseded value.
 CA0007
 CA0007.The geoid height was determined by GEOID03.
 CA0007
 CA0007;                    North         East    Units  Estimated Accuracy
 CA0007;SPC TX C     - 3,258,880.      916,950.      MT  (+/- 180 meters Scaled)
 CA0007
 CA0007                          SUPERSEDED SURVEY CONTROL
 CA0007
 CA0007  NGVD 29 (??/??/92)  311.160  (m)         1020.86   (f) ADJ UNCH    ?  
 CA0007
 CA0007.Superseded values are not recommended for survey control.
 CA0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0007.See file dsdata.txt to determine how the superseded data were derived.
 CA0007
 CA0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA909388(NAD 83)
 CA0007_MARKER: Q = CHISELED SQUARE
 CA0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0007_SP_SET: BRIDGE ABUTMENT
 CA0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0007
 CA0007  HISTORY     - Date     Condition        Report By
 CA0007  HISTORY     - UNK      MONUMENTED       MKTRR
 CA0007  HISTORY     - 1954     GOOD             NGS
 CA0007
 CA0007                          STATION DESCRIPTION
 CA0007
 CA0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CA0007'0.4 MI W FROM HICO.
 CA0007'ABOUT 0.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 CA0007'STATION AT HICO, HAMILTON COUNTY, AT BRIDGE 85.1, AND ON THE TOP OF
 CA0007'THE SOUTHWEST CORNER OF THE CONCRETE ABUTMENT.  A CHISELED SQUARE.
 CA0007'NOTE-- THE BRIDGE NUMBER 85.1 IS BUILT OF LIMESTONE AND NOT CONCRETE
 CA0007'AS DESCRIBED, NO CHISELD MARK OF ANY NATURE WAS FOUND ON THE
 CA0007'STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0356 ***********************************************************************
 DO0356  DESIGNATION -  1025.58
 DO0356  PID         -  DO0356
 DO0356  STATE/COUNTY-  TX/WICHITA
 DO0356  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0356
 DO0356                         *CURRENT SURVEY CONTROL
 DO0356  ___________________________________________________________________
 DO0356* NAD 83(1986)-  33 58 00.     (N)    098 31 40.     (W)     SCALED    
 DO0356* NAVD 88     -       312.705  (meters)    1025.93   (feet)  ADJUSTED  
 DO0356  ___________________________________________________________________
 DO0356  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DO0356  DYNAMIC HT  -         312.363 (meters)    1024.81  (feet)  COMP
 DO0356  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 DO0356
 DO0356  VERT ORDER  -  SECOND    CLASS 0
 DO0356
 DO0356.The horizontal coordinates were scaled from a topographic map and have
 DO0356.an estimated accuracy of +/- 6 seconds.
 DO0356
 DO0356.The orthometric height was determined by differential leveling
 DO0356.and adjusted by the National Geodetic Survey in June 1991..
 DO0356
 DO0356.The geoid height was determined by GEOID03.
 DO0356
 DO0356.The dynamic height is computed by dividing the NAVD 88
 DO0356.geopotential number by the normal gravity value computed on the
 DO0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0356.degrees latitude (g = 980.6199 gals.).
 DO0356
 DO0356.The modeled gravity was interpolated from observed gravity values.
 DO0356
 DO0356;                    North         East    Units  Estimated Accuracy
 DO0356;SPC TXNC     - 2,255,060.      597,430.      MT  (+/- 180 meters Scaled)
 DO0356
 DO0356                          SUPERSEDED SURVEY CONTROL
 DO0356
 DO0356  NGVD 29 (??/??/92)  312.603  (m)         1025.60   (f) ADJ UNCH    2 0
 DO0356
 DO0356.Superseded values are not recommended for survey control.
 DO0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0356.See file dsdata.txt to determine how the superseded data were derived.
 DO0356
 DO0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC436585(NAD 83)
 DO0356_MARKER: P = PIPE CAP
 DO0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DO0356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DO0356_STAMPING: 1025.58
 DO0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0356
 DO0356  HISTORY     - Date     Condition        Report By
 DO0356  HISTORY     - UNK      MONUMENTED       USGS
 DO0356  HISTORY     - 1934     GOOD             NGS
 DO0356  HISTORY     - 1957     GOOD             NGS
 DO0356  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0356
 DO0356                          STATION DESCRIPTION
 DO0356
 DO0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DO0356'5.0 MI NW FROM WICHITA FALLS.
 DO0356'5 MILES NORTHWEST OF, ALONG M.K.T.RY, FROM POST OFFICE.  140 FEET
 DO0356'SOUTHEAST OF NORTHWEST SWITCH AT OILDOM SIDING-- 96 FEET NORTH OF
 DO0356'DERAIL SWITCH.  49 FEET NORTHEAST OF CENTERLINE OF MO. KANS. TEXAS
 DO0356'R.R. MAIN LINE TRACK.  33.3 FEET SOUTHEAST OF GATE AND CROSS FENCE.
 DO0356'15.6 FEET EAST OF TELEGRAPH POLE WITH TWO GUY WIRES.  1.2 FEET
 DO0356'SOUTHWEST OF R/W FENCE.
 DO0356
 DO0356                          STATION RECOVERY (1957)
 DO0356
 DO0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0356'RECOVERED IN GOOD CONDITION.
 DO0356
 DO0356                          STATION RECOVERY (2001)
 DO0356
 DO0356'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2284 ***********************************************************************
 AN2284  DESIGNATION -  1027
 AN2284  PID         -  AN2284
 AN2284  STATE/COUNTY-  TX/CALHOUN
 AN2284  USGS QUAD   -  SEADRIFT NE (1973)
 AN2284
 AN2284                         *CURRENT SURVEY CONTROL
 AN2284  ___________________________________________________________________
 AN2284* NAD 83(1993)-  28 22 32.06898(N)    096 33 28.29266(W)     ADJUSTED  
 AN2284* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AN2284  ___________________________________________________________________
 AN2284  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AN2284  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN2284
 AN2284  HORZ ORDER  -  THIRD
 AN2284
 AN2284.The horizontal coordinates were established by classical geodetic methods
 AN2284.and adjusted by the National Geodetic Survey in February 1996..
 AN2284
 AN2284.The orthometric height was scaled from a topographic map.
 AN2284
 AN2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2284
 AN2284.The geoid height was determined by GEOID03.
 AN2284
 AN2284;                    North         East     Units Scale Factor Converg.
 AN2284;SPC TXSC     - 4,062,596.745   839,358.676   MT  1.00000224   +1 11 47.2
 AN2284;SPC TXSC     -13,328,702.82  2,753,795.92   sFT  1.00000224   +1 11 47.2
 AN2284;UTM  14      - 3,141,232.711   739,319.803   MT  1.00030691   +1 09 40.2
 AN2284
 AN2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2284!SPC TXSC     -   1.00000423  x   1.00000224  =   1.00000647
 AN2284!UTM  14      -   1.00000423  x   1.00030691  =   1.00031114
 AN2284
 AN2284                          SUPERSEDED SURVEY CONTROL
 AN2284
 AN2284  NAD 83(1986)-  28 22 32.07616(N)    096 33 28.27408(W) AD(       ) 3
 AN2284  NAD 27      -  28 22 31.06100(N)    096 33 27.34900(W) AD(       ) 3
 AN2284
 AN2284.Superseded values are not recommended for survey control.
 AN2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2284.See file dsdata.txt to determine how the superseded data were derived.
 AN2284
 AN2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3932041233(NAD 83)
 AN2284_MARKER: I = METAL ROD
 AN2284_SETTING: 0 = UNSPECIFIED SETTING
 AN2284
 AN2284  HISTORY     - Date     Condition        Report By
 AN2284  HISTORY     - 1934     MONUMENTED       USE
 AN2284  HISTORY     - 1943     GOOD             USE
 AN2284  HISTORY     - 1946     GOOD             USE
 AN2284  HISTORY     - 1947     GOOD             CGS
 AN2284  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2284  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2284
 AN2284                          STATION DESCRIPTION
 AN2284
 AN2284'DESCRIBED BY US ENGINEERS 1934 (EOH)
 AN2284'STATION IS ABOUT 8-1/2 MILES NW OF MATAGORDA LIGHTHOUSE,
 AN2284'ABOUT 2 MILES W OF W END OF DEWBERRY ISLAND, ON N SHORE
 AN2284'OF SHOALWATER BAY.  IT IS 15 METERS NW OF BAY SHORE, IN A
 AN2284'STRIP OF MARSH GRASS APPROXIMATELY 500 METERS LONG AND 40
 AN2284'METERS WIDE AT POINT WHERE STATION IS LOCATED.  THIS STRIP
 AN2284'OF MARSH GRASS IS SURROUNDED BY A SAND FLAT WITH INTERMITTENT
 AN2284'GRASS.
 AN2284'
 AN2284'STATION IS MARKED WITH AN 8-INCH TILE FILLED WITH CONCRETE
 AN2284'AND WITH FLANGED BRASS PIPE CENTER.
 AN2284'
 AN2284'NO REFERENCE MARK WAS SET.
 AN2284'
 AN2284'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE
 AN2284'STATION--MATAGORDA LIGHTHOUSE, 102 DEG.  WINDMILL AND TANK
 AN2284'(1 MILE DISTANT), 287 DEG.
 AN2284'
 AN2284'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AN2284
 AN2284                          STATION RECOVERY (1943)
 AN2284
 AN2284'RECOVERY NOTE BY US ENGINEERS 1943
 AN2284'ON N BANK OF LOUISIANA-TEXAS INTRACOASTAL WATERWAY AS DREDGED
 AN2284'IN 1939, 150 FEET OFF CENTER LINE.  KNOWN AS STATION 684+996.4
 AN2284'ON LOUISIANA-TEXAS INTRACOASTAL WATERWAY.
 AN2284
 AN2284                          STATION RECOVERY (1946)
 AN2284
 AN2284'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2284'DETAILED STATEMENT AS TO THE FITNESS OF THE ORIGINAL
 AN2284'DESCRIPTION--STATION FOUND TO BE IN GOOD CONDITION.  DESCRIPTION
 AN2284'ACCURATE.  KNOWN AS 684+996.4 ON G.I.W.
 AN2284
 AN2284                          STATION RECOVERY (1947)
 AN2284
 AN2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2284'STATION WAS RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AN2284'
 AN2284'STATION IS LOCATED ABOUT 8-1/2 MILES NW OF MATAGORDA LIGHTHOUSE,
 AN2284'ABOUT 2 MILES W OF W END OF DEWBERRY ISLAND, ON THE NW SHORE
 AN2284'OF THE INTRACOASTAL WATERWAY, IN A SMALL BARE SPOT IN A
 AN2284'STRIP OF MARSH GRASS THAT IS APPROXIMATELY 500 METERS LONG
 AN2284'AND 40 METERS WIDE AT THE POINT WHERE THE STATION IS LOCATED.
 AN2284'THIS STRIP OF MARSH GRASS IS SURROUNDED ON THREE SIDES BY
 AN2284'A SAND FLAT WITH INTERMITTENT GRASS.
 AN2284'
 AN2284'STATION MARK IS AN 8-INCH TILE FILLED WITH CONCRETE WITH
 AN2284'FLANGED BRASS PIPE CENTER.
 AN2284'
 AN2284'NO REFERENCE MARK WAS SET.
 AN2284'
 AN2284'THE FOLLOWING MAGNETIC BEARING WAS TAKEN FROM THE STATION--MATAGORDA
 AN2284'LIGHTHOUSE, 102 DEG.
 AN2284'
 AN2284'STATION IS STATION 684+996 OF THE LOUISIANA-TEXAS INTRACOASTAL
 AN2284'WATERWAY TRAVERSE.
 AN2284
 AN2284                          STATION RECOVERY (1969)
 AN2284
 AN2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2284'A CONCRETE FILLED 6 INCH TILE WITH FLANGED BRASS PIPE CENTER
 AN2284'WAS FOUND IN THE APPROXIMATE LOCATION, (INTRACOASTAL WATERWAY
 AN2284'STATION 684+996), IN 1 INCH OF WATER AT THE EXTREME NORTHERLY
 AN2284'EDGE OF THE CANAL, VERY LOOSE AND SLIGHTLY LEANING, AND OF
 AN2284'NO VALUE.  NO OTHER MARKS WERE FOUND IN THE AREA.  THE MARK
 AN2284'FOUND IS BELIEVED TO BE THE STATION MARK AND IF THIS IS THE
 AN2284'CASE THE STATION IS LOST.
 AN2284'
 AN2284'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2
 AN2284'MILES WEST-SOUTHWEST OF PORT O CONNOR
 AN2284
 AN2284                          STATION RECOVERY (1998)
 AN2284
 AN2284'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0324 ***********************************************************************
 DM0324  DESIGNATION -  103
 DM0324  PID         -  DM0324
 DM0324  STATE/COUNTY-  TX/BOWIE
 DM0324  USGS QUAD   -  MALTA (1975)
 DM0324
 DM0324                         *CURRENT SURVEY CONTROL
 DM0324  ___________________________________________________________________
 DM0324* NAD 83(1993)-  33 29 16.40428(N)    094 31 18.60099(W)     ADJUSTED  
 DM0324* NAVD 88     -       124.791  (meters)     409.42   (feet)  ADJUSTED  
 DM0324  ___________________________________________________________________
 DM0324  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DM0324  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM0324  DYNAMIC HT  -         124.660 (meters)     408.99  (feet)  COMP
 DM0324  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 DM0324
 DM0324  HORZ ORDER  -  SECOND
 DM0324  VERT ORDER  -  SECOND    CLASS 0
 DM0324
 DM0324.The horizontal coordinates were established by classical geodetic methods
 DM0324.and adjusted by the National Geodetic Survey in February 1996..
 DM0324
 DM0324.The orthometric height was determined by differential leveling
 DM0324.and adjusted by the National Geodetic Survey in June 1991..
 DM0324
 DM0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM0324
 DM0324.The geoid height was determined by GEOID03.
 DM0324
 DM0324.The dynamic height is computed by dividing the NAVD 88
 DM0324.geopotential number by the normal gravity value computed on the
 DM0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0324.degrees latitude (g = 980.6199 gals.).
 DM0324
 DM0324.The modeled gravity was interpolated from observed gravity values.
 DM0324
 DM0324;                    North         East     Units Scale Factor Converg.
 DM0324;SPC TXNC     - 2,208,956.375   969,588.051   MT  0.99990152   +2 10 10.8
 DM0324;SPC TXNC     - 7,247,217.71  3,181,056.80   sFT  0.99990152   +2 10 10.8
 DM0324;UTM  15      - 3,706,412.755   358,617.680   MT  0.99984644   -0 50 23.4
 DM0324
 DM0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM0324!SPC TXNC     -   0.99998463  x   0.99990152  =   0.99988615
 DM0324!UTM  15      -   0.99998463  x   0.99984644  =   0.99983107
 DM0324
 DM0324                          SUPERSEDED SURVEY CONTROL
 DM0324
 DM0324  NAD 83(1993)-  33 29 16.40572(N)    094 31 18.59807(W) AD(       ) 2
 DM0324  NAD 83(1986)-  33 29 16.40812(N)    094 31 18.58946(W) AD(       ) 2
 DM0324  NAD 27      -  33 29 15.99000(N)    094 31 17.85300(W) AD(       ) 2
 DM0324  NGVD 29 (??/??/92)  124.796  (m)          409.43   (f) ADJ UNCH    2 0
 DM0324
 DM0324.Superseded values are not recommended for survey control.
 DM0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0324.See file dsdata.txt to determine how the superseded data were derived.
 DM0324
 DM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT5861806413(NAD 83)
 DM0324_MARKER: DD = SURVEY DISK
 DM0324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0324_STAMPING: 103 1908 409
 DM0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0324
 DM0324  HISTORY     - Date     Condition        Report By
 DM0324  HISTORY     - 1952     MONUMENTED       CGS
 DM0324  HISTORY     - 1934     GOOD             NGS
 DM0324  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0324
 DM0324                          STATION DESCRIPTION
 DM0324
 DM0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM0324'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF NEW
 DM0324'BOSTON AND JUST ACROSS U.S. HIGHWAY 82 FROM MALTA PUBLIC
 DM0324'SCHOOL GROUNDS.  IT IS 72 FEET WEST OF A TELEPHONE POLE, 64.5
 DM0324'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 82, 61.5 FEET
 DM0324'EAST OF THE CENTER OF A DIRT ROAD AND 45.5 FEET NORTH OF THE
 DM0324'NORTH RAIL OF A RAILROAD.  THE MARK IS A 4 INCH IRON PIPE,
 DM0324'HAS A BRONZE CAP ON TOP AND PROJECTS 16 INCHES.  THE CAP
 DM0324'IS STAMPED STA 103 1908 AND THE ELEVATION IS 409 FEET.
 DM0324'
 DM0324'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MALTA
 DM0324'TO STA. 103 1908.  THE DISTANCE IS 48.299 METERS SOUTH.  (158.46
 DM0324'FEET)
 DM0324'
 DM0324'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN NEW BOSTON
 DM0324'GO NORTH AND THEN WEST ON U.S. HIGHWAY 82 FOR 6.0 MILES TO
 DM0324'THE MALTA PUBLIC SCHOOL ON THE RIGHT AND THE STATION ON THE
 DM0324'LEFT AS DESCRIBED.
 DM0324
 DM0324                          STATION RECOVERY (1934)
 DM0324
 DM0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DM0324'5.6 MI E FROM DE KALB.
 DM0324'5.6 MI E OF AND ALONG THE T P R R.  AT A CROSS ROAD.  SECOND CROSSING
 DM0324'W OF STATION AT MALTA AND ABOUT 0.5 MI W OF MALTA.  50 FEET E OF
 DM0324'CENTER OF CROSS ROAD.  46 FEET N OF CENTER OF TRACK AND IN THE R/W
 DM0324'FENCE CORNER.
 DM0324
 DM0324                          STATION RECOVERY (1997)
 DM0324
 DM0324'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0025 ***********************************************************************
 DO0025  DESIGNATION -  103.12
 DO0025  PID         -  DO0025
 DO0025  STATE/COUNTY-  TX/CLAY
 DO0025  USGS QUAD   -  JOLLY (1972)
 DO0025
 DO0025                         *CURRENT SURVEY CONTROL
 DO0025  ___________________________________________________________________
 DO0025* NAD 83(1986)-  33 51 14.     (N)    098 18 46.     (W)     SCALED    
 DO0025* NAVD 88     -       280.887  (meters)     921.54   (feet)  ADJUSTED  
 DO0025  ___________________________________________________________________
 DO0025  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DO0025  DYNAMIC HT  -         280.578 (meters)     920.53  (feet)  COMP
 DO0025  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 DO0025
 DO0025  VERT ORDER  -  FIRST     CLASS II
 DO0025
 DO0025.The horizontal coordinates were scaled from a topographic map and have
 DO0025.an estimated accuracy of +/- 6 seconds.
 DO0025
 DO0025.The orthometric height was determined by differential leveling
 DO0025.and adjusted by the National Geodetic Survey in June 1991..
 DO0025
 DO0025.The geoid height was determined by GEOID03.
 DO0025
 DO0025.The dynamic height is computed by dividing the NAVD 88
 DO0025.geopotential number by the normal gravity value computed on the
 DO0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0025.degrees latitude (g = 980.6199 gals.).
 DO0025
 DO0025.The modeled gravity was interpolated from observed gravity values.
 DO0025
 DO0025;                    North         East    Units  Estimated Accuracy
 DO0025;SPC TXNC     - 2,242,570.      617,330.      MT  (+/- 180 meters Scaled)
 DO0025
 DO0025                          SUPERSEDED SURVEY CONTROL
 DO0025
 DO0025  NGVD 29 (??/??/92)  280.820  (m)          921.32   (f) ADJ UNCH    1 2
 DO0025
 DO0025.Superseded values are not recommended for survey control.
 DO0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0025.See file dsdata.txt to determine how the superseded data were derived.
 DO0025
 DO0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC635461(NAD 83)
 DO0025_MARKER: Q = CHISELED SQUARE
 DO0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0025_SP_SET: CULVERT
 DO0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0025
 DO0025  HISTORY     - Date     Condition        Report By
 DO0025  HISTORY     - UNK      MONUMENTED       BNRR
 DO0025  HISTORY     - 1950     GOOD             NGS
 DO0025
 DO0025                          STATION DESCRIPTION
 DO0025
 DO0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0025'2.2 MI SE FROM JOLLY.
 DO0025'2.2 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0025'JOLLY, CLAY COUNTY, AT CULVERT 103.12, AND ON THE NORTHWEST CORNER OF
 DO0025'THE SOUTH HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0703 ***********************************************************************
 DO0703  DESIGNATION -  1034
 DO0703  PID         -  DO0703
 DO0703  STATE/COUNTY-  TX/CLAY
 DO0703  USGS QUAD   -  DEAN (1972)
 DO0703
 DO0703                         *CURRENT SURVEY CONTROL
 DO0703  ___________________________________________________________________
 DO0703* NAD 83(1993)-  33 54 00.06094(N)    098 20 58.85436(W)     ADJUSTED  
 DO0703* NAVD 88     -       315.22   (+/-2cm)    1034.2    (feet)  VERTCON   
 DO0703  ___________________________________________________________________
 DO0703  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DO0703  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DO0703
 DO0703  HORZ ORDER  -  SECOND
 DO0703  VERT ORDER  -  THIRD ? (See Below)
 DO0703
 DO0703.The horizontal coordinates were established by classical geodetic methods
 DO0703.and adjusted by the National Geodetic Survey in February 1996..
 DO0703
 DO0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0703.The vertical order pertains to the NGVD 29 superseded value.
 DO0703
 DO0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0703
 DO0703.The geoid height was determined by GEOID03.
 DO0703
 DO0703;                    North         East     Units Scale Factor Converg.
 DO0703;SPC TXNC     - 2,247,676.691   613,903.113   MT  0.99998209   +0 04 55.1
 DO0703;SPC TXNC     - 7,374,252.61  2,014,113.80   sFT  0.99998209   +0 04 55.1
 DO0703;UTM  14      - 3,751,260.463   560,126.241   MT  0.99964456   +0 21 45.8
 DO0703
 DO0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0703!SPC TXNC     -   0.99995481  x   0.99998209  =   0.99993690
 DO0703!UTM  14      -   0.99995481  x   0.99964456  =   0.99959939
 DO0703
 DO0703                          SUPERSEDED SURVEY CONTROL
 DO0703
 DO0703  NAD 83(1993)-  33 54 00.06106(N)    098 20 58.85394(W) AD(       ) 2
 DO0703  NAD 83(1986)-  33 54 00.06408(N)    098 20 58.84122(W) AD(       ) 2
 DO0703  NAD 27      -  33 53 59.71283(N)    098 20 57.66316(W) AD(       ) 2
 DO0703  NGVD 29 (07/19/86)  315.14   (m)         1033.9    (f) LEVELING    3  
 DO0703
 DO0703.Superseded values are not recommended for survey control.
 DO0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0703.See file dsdata.txt to determine how the superseded data were derived.
 DO0703
 DO0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6012651260(NAD 83)
 DO0703
 DO0703  HISTORY     - Date     Condition        Report By
 DO0703  HISTORY     - 1965     MONUMENTED       USGS
 DO0703
 DO0703                          STATION DESCRIPTION
 DO0703
 DO0703'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (ANP)
 DO0703'THE STATION IS LOCATED 10-1/2 MILES NORTHWEST OF HENRIETTA,
 DO0703'10-1/2 MILES SOUTHWEST OF PETROLIA AND 8 MILES WEST OF
 DO0703'THE APPROXIMATE CENTER OF WICHITA FALLS, NEAR THE HIGHEST
 DO0703'POINT OF A LOW HILL ON PROPERTY OWNED BY R.J. JOHNSON,
 DO0703'39.1 FEET SOUTH OF AN EAST-WEST FENCE, 25.0 FEET
 DO0703'WEST-NORTHWEST OF THE NORTHWEST LEG OF A WOODEN WATER
 DO0703'TANK AND 17.8 FEET WEST OF A NORTH-SOUTH FENCE IN
 DO0703'A SMALL GARDEN.
 DO0703'
 DO0703'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DO0703'JOLLY, DISTANCE BEING 56.754 METERS (186.20 FEET)
 DO0703'SOUTHWEST OF STATION JOLLY.  THE MARK IS A U.S. GEOLOGICAL
 DO0703'SURVEY BENCH MARK DISK, STAMPED 1034, RIVETED TO
 DO0703'THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS 1 FOOT
 DO0703'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0580 ***********************************************************************
 DN0580  DESIGNATION -  1036
 DN0580  PID         -  DN0580
 DN0580  STATE/COUNTY-  TX/COOKE
 DN0580  USGS QUAD   -  MUENSTER WEST (1978)
 DN0580
 DN0580                         *CURRENT SURVEY CONTROL
 DN0580  ___________________________________________________________________
 DN0580* NAD 83(1986)-  33 40 40.     (N)    097 24 54.     (W)     SCALED    
 DN0580* NAVD 88     -       316.087  (meters)    1037.03   (feet)  ADJUSTED  
 DN0580  ___________________________________________________________________
 DN0580  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DN0580  DYNAMIC HT  -         315.748 (meters)    1035.92  (feet)  COMP
 DN0580  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 DN0580
 DN0580  VERT ORDER  -  SECOND    CLASS 0
 DN0580
 DN0580.The horizontal coordinates were scaled from a topographic map and have
 DN0580.an estimated accuracy of +/- 6 seconds.
 DN0580
 DN0580.The orthometric height was determined by differential leveling
 DN0580.and adjusted by the National Geodetic Survey in June 1991..
 DN0580
 DN0580.The geoid height was determined by GEOID03.
 DN0580
 DN0580.The dynamic height is computed by dividing the NAVD 88
 DN0580.geopotential number by the normal gravity value computed on the
 DN0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0580.degrees latitude (g = 980.6199 gals.).
 DN0580
 DN0580.The modeled gravity was interpolated from observed gravity values.
 DN0580
 DN0580;                    North         East    Units  Estimated Accuracy
 DN0580;SPC TXNC     - 2,223,540.      700,610.      MT  (+/- 180 meters Scaled)
 DN0580
 DN0580                          SUPERSEDED SURVEY CONTROL
 DN0580
 DN0580  NGVD 29 (??/??/92)  316.009  (m)         1036.77   (f) ADJ UNCH    2 0
 DN0580
 DN0580.Superseded values are not recommended for survey control.
 DN0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0580.See file dsdata.txt to determine how the superseded data were derived.
 DN0580
 DN0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC469275(NAD 83)
 DN0580_MARKER: P = PIPE CAP
 DN0580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0580_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0580_STAMPING: GAINV 1036
 DN0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0580
 DN0580  HISTORY     - Date     Condition        Report By
 DN0580  HISTORY     - UNK      MONUMENTED       USGS
 DN0580  HISTORY     - 1934     GOOD             NGS
 DN0580  HISTORY     - 1953     GOOD             ATT
 DN0580  HISTORY     - 19950601 GOOD             USPSQD
 DN0580
 DN0580                          STATION DESCRIPTION
 DN0580
 DN0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0580'3.2 MI NW FROM MUENSTER.
 DN0580'ABOUT 3.2 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0580'TEXAS FROM THE STATION AT MUENSTER, COOKE COUNTY, AT THE SOUTH SIDE OF
 DN0580'A ROAD, ABOUT 60 FEET WEST OF THE TRACK, AND NEAR THE CORNER OF THE
 DN0580'GUARD FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DN0580'GAINV 1036 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DN0580
 DN0580                          STATION RECOVERY (1953)
 DN0580
 DN0580'RECOVERY NOTE BY AMERICAN T AND T CO 1953
 DN0580'RECOVERED IN GOOD CONDITION.
 DN0580
 DN0580                          STATION RECOVERY (1995)
 DN0580
 DN0580'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0023 ***********************************************************************
 DO0023  DESIGNATION -  103.71
 DO0023  PID         -  DO0023
 DO0023  STATE/COUNTY-  TX/CLAY
 DO0023  USGS QUAD   -  JOLLY (1972)
 DO0023
 DO0023                         *CURRENT SURVEY CONTROL
 DO0023  ___________________________________________________________________
 DO0023* NAD 83(1986)-  33 51 28.     (N)    098 19 19.     (W)     SCALED    
 DO0023* NAVD 88     -       280.975  (meters)     921.83   (feet)  ADJUSTED  
 DO0023  ___________________________________________________________________
 DO0023  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DO0023  DYNAMIC HT  -         280.665 (meters)     920.82  (feet)  COMP
 DO0023  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 DO0023
 DO0023  VERT ORDER  -  FIRST     CLASS II
 DO0023
 DO0023.The horizontal coordinates were scaled from a topographic map and have
 DO0023.an estimated accuracy of +/- 6 seconds.
 DO0023
 DO0023.The orthometric height was determined by differential leveling
 DO0023.and adjusted by the National Geodetic Survey in June 1991..
 DO0023
 DO0023.The geoid height was determined by GEOID03.
 DO0023
 DO0023.The dynamic height is computed by dividing the NAVD 88
 DO0023.geopotential number by the normal gravity value computed on the
 DO0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0023.degrees latitude (g = 980.6199 gals.).
 DO0023
 DO0023.The modeled gravity was interpolated from observed gravity values.
 DO0023
 DO0023;                    North         East    Units  Estimated Accuracy
 DO0023;SPC TXNC     - 2,243,000.      616,480.      MT  (+/- 180 meters Scaled)
 DO0023
 DO0023                          SUPERSEDED SURVEY CONTROL
 DO0023
 DO0023  NGVD 29 (??/??/92)  280.908  (m)          921.61   (f) ADJ UNCH    1 2
 DO0023
 DO0023.Superseded values are not recommended for survey control.
 DO0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0023.See file dsdata.txt to determine how the superseded data were derived.
 DO0023
 DO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC627465(NAD 83)
 DO0023_MARKER: Q = CHISELED SQUARE
 DO0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0023_SP_SET: BRIDGE
 DO0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0023
 DO0023  HISTORY     - Date     Condition        Report By
 DO0023  HISTORY     - UNK      MONUMENTED       BNRR
 DO0023  HISTORY     - 1950     GOOD             NGS
 DO0023
 DO0023                          STATION DESCRIPTION
 DO0023
 DO0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0023'1.6 MI SE FROM JOLLY.
 DO0023'1.6 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0023'JOLLY, CLAY COUNTY, AT BRIDGE 103.71, AND ON THE NORTHWEST CORNER OF
 DO0023'THE WEST BACK WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0121 ***********************************************************************
 EN0121  DESIGNATION -  1037+50
 EN0121  PID         -  EN0121
 EN0121  STATE/COUNTY-  TX/HALL
 EN0121  USGS QUAD   -  BLUE TANK CANYON (1981)
 EN0121
 EN0121                         *CURRENT SURVEY CONTROL
 EN0121  ___________________________________________________________________
 EN0121* NAD 83(1986)-  34 29 08.     (N)    100 44 55.     (W)     SCALED    
 EN0121* NAVD 88     -       668.434  (meters)    2193.02   (feet)  ADJUSTED  
 EN0121  ___________________________________________________________________
 EN0121  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EN0121  DYNAMIC HT  -         667.658 (meters)    2190.47  (feet)  COMP
 EN0121  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 EN0121
 EN0121  VERT ORDER  -  FIRST     CLASS II
 EN0121
 EN0121.The horizontal coordinates were scaled from a topographic map and have
 EN0121.an estimated accuracy of +/- 6 seconds.
 EN0121
 EN0121.The orthometric height was determined by differential leveling
 EN0121.and adjusted by the National Geodetic Survey in June 1991..
 EN0121
 EN0121.The geoid height was determined by GEOID03.
 EN0121
 EN0121.The dynamic height is computed by dividing the NAVD 88
 EN0121.geopotential number by the normal gravity value computed on the
 EN0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0121.degrees latitude (g = 980.6199 gals.).
 EN0121
 EN0121.The modeled gravity was interpolated from observed gravity values.
 EN0121
 EN0121;                    North         East    Units  Estimated Accuracy
 EN0121;SPC TX N     - 1,054,130.      269,020.      MT  (+/- 180 meters Scaled)
 EN0121
 EN0121                          SUPERSEDED SURVEY CONTROL
 EN0121
 EN0121  NGVD 29 (??/??/92)  668.136  (m)         2192.04   (f) ADJ UNCH    1 2
 EN0121
 EN0121.Superseded values are not recommended for survey control.
 EN0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0121.See file dsdata.txt to determine how the superseded data were derived.
 EN0121
 EN0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD394173(NAD 83)
 EN0121_MARKER: Z = SEE DESCRIPTION
 EN0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0121
 EN0121  HISTORY     - Date     Condition        Report By
 EN0121  HISTORY     - UNK      MONUMENTED       BNRR
 EN0121  HISTORY     - 1933     GOOD             NGS
 EN0121  HISTORY     - 1934     GOOD             NGS
 EN0121
 EN0121                          STATION DESCRIPTION
 EN0121
 EN0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0121'12.3 MI NE FROM TURKEY.
 EN0121'12.3 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0121'THE STATION AT TURKEY, HALL COUNTY, ABOUT 2.2 MILES NORTHEAST OF THE
 EN0121'SIGNBOARD AT TAMPICO, AT STATION 1037 + 50 (MILEAGE 256.70), ABOUT 150
 EN0121'YARDS NORTH OF SIGN P 256.78, AND ABOUT 17 YARDS WEST OF THE TRACK.
 EN0121'THE TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 14 INCHES ABOVE
 EN0121'GROUND.
 EN0121
 EN0121                          STATION RECOVERY (1934)
 EN0121
 EN0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0022 ***********************************************************************
 DO0022  DESIGNATION -  104
 DO0022  PID         -  DO0022
 DO0022  STATE/COUNTY-  TX/CLAY
 DO0022  USGS QUAD   -  JOLLY (1972)
 DO0022
 DO0022                         *CURRENT SURVEY CONTROL
 DO0022  ___________________________________________________________________
 DO0022* NAD 83(1986)-  33 51 35.     (N)    098 19 35.     (W)     SCALED    
 DO0022* NAVD 88     -       282.193  (meters)     925.83   (feet)  ADJUSTED  
 DO0022  ___________________________________________________________________
 DO0022  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DO0022  DYNAMIC HT  -         281.882 (meters)     924.81  (feet)  COMP
 DO0022  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 DO0022
 DO0022  VERT ORDER  -  FIRST     CLASS II
 DO0022
 DO0022.The horizontal coordinates were scaled from a topographic map and have
 DO0022.an estimated accuracy of +/- 6 seconds.
 DO0022
 DO0022.The orthometric height was determined by differential leveling
 DO0022.and adjusted by the National Geodetic Survey in June 1991..
 DO0022
 DO0022.The geoid height was determined by GEOID03.
 DO0022
 DO0022.The dynamic height is computed by dividing the NAVD 88
 DO0022.geopotential number by the normal gravity value computed on the
 DO0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0022.degrees latitude (g = 980.6199 gals.).
 DO0022
 DO0022.The modeled gravity was interpolated from observed gravity values.
 DO0022
 DO0022;                    North         East    Units  Estimated Accuracy
 DO0022;SPC TXNC     - 2,243,210.      616,070.      MT  (+/- 180 meters Scaled)
 DO0022
 DO0022                          SUPERSEDED SURVEY CONTROL
 DO0022
 DO0022  NGVD 29 (??/??/92)  282.126  (m)          925.61   (f) ADJ UNCH    1 2
 DO0022
 DO0022.Superseded values are not recommended for survey control.
 DO0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0022.See file dsdata.txt to determine how the superseded data were derived.
 DO0022
 DO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC623468(NAD 83)
 DO0022_MARKER: Z = SEE DESCRIPTION
 DO0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0022_SP_SET: MILEPOST
 DO0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0022
 DO0022  HISTORY     - Date     Condition        Report By
 DO0022  HISTORY     - UNK      MONUMENTED       BNRR
 DO0022  HISTORY     - 1950     GOOD             NGS
 DO0022
 DO0022                          STATION DESCRIPTION
 DO0022
 DO0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0022'1.3 MI SE FROM JOLLY.
 DO0022'1.3 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0022'JOLLY, CLAY COUNTY, AND ON THE TOP OF MILEPOST 104.  THE TOP OF THE
 DO0022'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0691 ***********************************************************************
 BM0691  DESIGNATION -  1040 SA
 BM0691  PID         -  BM0691
 BM0691  STATE/COUNTY-  TX/WILLIAMSON
 BM0691  USGS QUAD   -  LIBERTY HILL (1979)
 BM0691
 BM0691                         *CURRENT SURVEY CONTROL
 BM0691  ___________________________________________________________________
 BM0691* NAD 83(1986)-  30 39 59.     (N)    097 54 57.     (W)     SCALED    
 BM0691* NAVD 88     -       314.928  (meters)    1033.23   (feet)  ADJUSTED  
 BM0691  ___________________________________________________________________
 BM0691  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 BM0691  DYNAMIC HT  -         314.502 (meters)    1031.83  (feet)  COMP
 BM0691  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 BM0691
 BM0691  VERT ORDER  -  SECOND    CLASS 0
 BM0691
 BM0691.The horizontal coordinates were scaled from a topographic map and have
 BM0691.an estimated accuracy of +/- 6 seconds.
 BM0691
 BM0691.The orthometric height was determined by differential leveling
 BM0691.and adjusted by the National Geodetic Survey in June 1991..
 BM0691
 BM0691.The geoid height was determined by GEOID03.
 BM0691
 BM0691.The dynamic height is computed by dividing the NAVD 88
 BM0691.geopotential number by the normal gravity value computed on the
 BM0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0691.degrees latitude (g = 980.6199 gals.).
 BM0691
 BM0691.The modeled gravity was interpolated from observed gravity values.
 BM0691
 BM0691;                    North         East    Units  Estimated Accuracy
 BM0691;SPC TX C     - 3,113,340.      931,640.      MT  (+/- 180 meters Scaled)
 BM0691
 BM0691                          SUPERSEDED SURVEY CONTROL
 BM0691
 BM0691  NGVD 29 (??/??/92)  314.851  (m)         1032.97   (f) ADJ UNCH    2 0
 BM0691
 BM0691.Superseded values are not recommended for survey control.
 BM0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0691.See file dsdata.txt to determine how the superseded data were derived.
 BM0691
 BM0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU038931(NAD 83)
 BM0691_MARKER: P = PIPE CAP
 BM0691_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0691_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0691_STAMPING: 1040 SA
 BM0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0691
 BM0691  HISTORY     - Date     Condition        Report By
 BM0691  HISTORY     - UNK      MONUMENTED       USGS
 BM0691  HISTORY     - 1933     GOOD             NGS
 BM0691  HISTORY     - 1990     POOR             USPSQD
 BM0691
 BM0691                          STATION DESCRIPTION
 BM0691
 BM0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0691'IN LIBERTY HILL.
 BM0691'AT LIBERTY HILL, WILLIAMSON COUNTY, ON THE TEXAS AND NEW ORLEANS
 BM0691'RAILROAD, 80 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 50
 BM0691'FEET NORTHEAST OF THE CENTER LINE OF THE MAIN TRACK, AND ON THE
 BM0691'NORTHWEST SIDE OF A PUBLIC ROAD.  A USGS SURVEY STANDARD CAP, STAMPED
 BM0691'1040 SA AND RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 BM0691
 BM0691                          STATION RECOVERY (1990)
 BM0691
 BM0691'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0691'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2287 ***********************************************************************
 AN2287  DESIGNATION -  1041
 AN2287  PID         -  AN2287
 AN2287  STATE/COUNTY-  TX/CALHOUN
 AN2287  USGS QUAD   -  LONG ISLAND (1973)
 AN2287
 AN2287                         *CURRENT SURVEY CONTROL
 AN2287  ___________________________________________________________________
 AN2287* NAD 83(1993)-  28 20 38.63266(N)    096 37 06.89751(W)     ADJUSTED  
 AN2287* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2287  ___________________________________________________________________
 AN2287  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AN2287  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN2287
 AN2287  HORZ ORDER  -  THIRD
 AN2287
 AN2287.The horizontal coordinates were established by classical geodetic methods
 AN2287.and adjusted by the National Geodetic Survey in February 1996..
 AN2287
 AN2287.The orthometric height was scaled from a topographic map.
 AN2287
 AN2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2287
 AN2287.The geoid height was determined by GEOID03.
 AN2287
 AN2287;                    North         East     Units Scale Factor Converg.
 AN2287;SPC TXSC     - 4,058,982.595   833,478.986   MT  1.00001150   +1 10 00.1
 AN2287;SPC TXSC     -13,316,845.40  2,734,505.64   sFT  1.00001150   +1 10 00.1
 AN2287;UTM  14      - 3,137,621.175   733,436.216   MT  1.00027258   +1 07 52.1
 AN2287
 AN2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2287!SPC TXSC     -   1.00000407  x   1.00001150  =   1.00001557
 AN2287!UTM  14      -   1.00000407  x   1.00027258  =   1.00027665
 AN2287
 AN2287                          SUPERSEDED SURVEY CONTROL
 AN2287
 AN2287  NAD 83(1986)-  28 20 38.64086(N)    096 37 06.87898(W) AD(       ) 3
 AN2287  NAD 27      -  28 20 37.62500(N)    096 37 05.94900(W) AD(       ) 3
 AN2287
 AN2287.Superseded values are not recommended for survey control.
 AN2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2287.See file dsdata.txt to determine how the superseded data were derived.
 AN2287
 AN2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3343637621(NAD 83)
 AN2287_MARKER: I = METAL ROD
 AN2287_SETTING: 0 = UNSPECIFIED SETTING
 AN2287
 AN2287  HISTORY     - Date     Condition        Report By
 AN2287  HISTORY     - 1934     MONUMENTED       USE
 AN2287  HISTORY     - 1946     SEE DESCRIPTION  USE
 AN2287  HISTORY     - 1948     MARK NOT FOUND   CGS
 AN2287  HISTORY     - 1969     MARK NOT FOUND   CGS
 AN2287  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2287
 AN2287                          STATION DESCRIPTION
 AN2287
 AN2287'DESCRIBED BY US ENGINEERS 1934 (EOH)
 AN2287'STATION IS ABOUT 7.5 MILES SE OF SEADRIFT, ON A SMALL
 AN2287'CRESCENT-SHAPED PENINSULA, ON THE N SHORE OF SHOALWATER BAY.
 AN2287'IT IS ABOUT 400 METERS SE OF THE INNER END OF PENINSULA,
 AN2287'8 METERS N OF BAY SHORE, IN A MARSH.
 AN2287'
 AN2287'STATION IS MARKED BY AN 8-INCH TILE FILLED WITH CONCRETE WITH
 AN2287'FLANGED BRASS PIPE FOR A CENTER.
 AN2287'
 AN2287'NO REFERENCE MARK WAS SET.
 AN2287'
 AN2287'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--CENTER
 AN2287'OF SMALL ISLAND (350 METERS DISTANT), 234 DEG.  CHIMNEY
 AN2287'OF J. WELDERS RANCH HOUSE (3.5 MILES DISTANT), 303 DEG.
 AN2287'ARTESIAN WELL AND CONCRETE WATERING TROUGH ON WELDER RANCH
 AN2287'(0.5 MILE DISTANT), 324 DEG.
 AN2287'
 AN2287'HEIGHT OF LIGHT ABOVE STATION MARK - 3.7 METERS.
 AN2287
 AN2287                          STATION RECOVERY (1946)
 AN2287
 AN2287'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2287'DETAILED STATEMENT AS TO THE FITNESS OF THE ORIGINAL
 AN2287'DESCRIPTION--THIS STATION HAS BEEN REPLACED WITH A STANDARD
 AN2287'U.S.E.D. BRONZE DISK SET IN CONCRETE, KNOWN AS STATION 701+000
 AN2287'ON G.I.W.  DESCRIPTION ACCURATE.
 AN2287
 AN2287                          STATION RECOVERY (1948)
 AN2287
 AN2287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2287'A THOROUGH SEARCH WAS MADE FOR THE STATION BY A TWO-MAN PARTY
 AN2287'BUT IT WAS NOT FOUND.  IT IS BELIEVED TO BE UNDER SPOIL
 AN2287'ON THE S SIDE OF THE INTRACOASTAL WATERWAY.
 AN2287
 AN2287                          STATION RECOVERY (1969)
 AN2287
 AN2287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2287'THE STATION WAS PLOTTED ON USGS 7-1/2 MINUTE QUAD SHEET
 AN2287'AND BELIEVED TO BE OR HAVE BEEN ON THE NORTH SIDE OF THE
 AN2287'INTRACOASTAL WATERWAY.  INTRACOASTAL WATERWAY STATION 701+000
 AN2287'WAS VISITED WITH A CORPS OF ENGINEERS BOATMAN AND THE REFERENCE
 AN2287'LINE AT THIS POINT WAS FOUND TO HAVE BEEN SET BACK TO 212 FEET
 AN2287'FROM THE CENTERLINE OF THE CANAL.  NO SIGN OF THE MARK COULD
 AN2287'BE FOUND.  THE STATION IS BELIEVED TO BE LOST.
 AN2287'
 AN2287'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 AN2287'SOUTHEAST OF SEADRIFT
 AN2287
 AN2287                          STATION RECOVERY (1998)
 AN2287
 AN2287'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0790 ***********************************************************************
 BL0790  DESIGNATION -  1042 2
 BL0790  PID         -  BL0790
 BL0790  STATE/COUNTY-  TX/TRINITY
 BL0790  USGS QUAD   -  RIVERSIDE (1997)
 BL0790
 BL0790                         *CURRENT SURVEY CONTROL
 BL0790  ___________________________________________________________________
 BL0790* NAD 83(1993)-  30 51 33.44668(N)    095 23 43.29319(W)     ADJUSTED  
 BL0790* NAVD 88     -        40.27   (+/-2cm)     132.1    (feet)  VERTCON   
 BL0790  ___________________________________________________________________
 BL0790  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BL0790  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL0790
 BL0790  HORZ ORDER  -  SECOND
 BL0790  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0790
 BL0790.The horizontal coordinates were established by classical geodetic methods
 BL0790.and adjusted by the National Geodetic Survey in February 1996..
 BL0790
 BL0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0790.The vertical order pertains to the NGVD 29 superseded value.
 BL0790
 BL0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0790
 BL0790.The geoid height was determined by GEOID03.
 BL0790
 BL0790;                    North         East     Units Scale Factor Converg.
 BL0790;SPC TX C     - 3,142,687.701 1,172,079.143   MT  0.99988480   +2 32 36.1
 BL0790;SPC TX C     -10,310,634.57  3,845,396.32   sFT  0.99988480   +2 32 36.1
 BL0790;UTM  15      - 3,416,464.680   270,957.559   MT  1.00024717   -1 13 45.1
 BL0790
 BL0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0790!SPC TX C     -   0.99999795  x   0.99988480  =   0.99988275
 BL0790!UTM  15      -   0.99999795  x   1.00024717  =   1.00024512
 BL0790
 BL0790|---------------------------------------------------------------------|
 BL0790| PID    Reference Object                     Distance      Geod. Az  |
 BL0790|                                                           dddmmss.s |
 BL0790| CV7967 1042 2 RM 1                          33.079 METERS 00340     |
 BL0790| CV7966 1042 2 AZ MK                                       0243958.0 |
 BL0790| CV7968 1042 2 RM 2                          24.955 METERS 09039     |
 BL0790| BL2182 1042 USE 1942                        46.917 METERS 34521     |
 BL0790|---------------------------------------------------------------------|
 BL0790
 BL0790                          SUPERSEDED SURVEY CONTROL
 BL0790
 BL0790  NAD 83(1986)-  30 51 33.45762(N)    095 23 43.27829(W) AD(       ) 2
 BL0790  NAD 27      -  30 51 32.77700(N)    095 23 42.48600(W) AD(       ) 2
 BL0790  NGVD 29 (??/??/92)   40.275  (m)          132.14   (f) ADJ UNCH    1 2
 BL0790
 BL0790.Superseded values are not recommended for survey control.
 BL0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0790.See file dsdata.txt to determine how the superseded data were derived.
 BL0790
 BL0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7095816465(NAD 83)
 BL0790_MARKER: DS = TRIANGULATION STATION DISK
 BL0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0790_STAMPING: NO 2 USED 1042 1942
 BL0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0790+STABILITY: SURFACE MOTION
 BL0790
 BL0790  HISTORY     - Date     Condition        Report By
 BL0790  HISTORY     - 1942     MONUMENTED       CGS
 BL0790  HISTORY     - 1960     GOOD             NGS
 BL0790
 BL0790                          STATION DESCRIPTION
 BL0790
 BL0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL0790'STATION IS ABOUT 6 MILES SSW OF TRINITY, ABOUT 350 FEET N OF
 BL0790'TRINITY RIVER, ABOUT 70 FEET E OF THE MISSOURI PACIFIC RAILROAD
 BL0790'TRESTLE ON RAILROAD RIGHT-OF-WAY.  IT IS 100 FEET S OF A
 BL0790'FENCE, 75 FEET W OF A FENCE RUNNING N AND S ALONG W SIDE OF
 BL0790'OLD HIGHWAY AND 130 FEET W OF CENTER LINE OF THE OLD HIGHWAY.
 BL0790'IT IS STAMPED 1042-2 USED 1942 AND PROJECTS ABOUT 6 INCHES.
 BL0790'
 BL0790'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL0790'BRONZE DISKS SET IN CONCRETE.
 BL0790'
 BL0790'REFERENCE MARK NO. 1 IS N OF THE STATION, 43 FEET E OF THE
 BL0790'RAILROAD TRESTLE AND 1 FOOT S OF A FENCE LINE.  IT IS STAMPED
 BL0790'1042-2 USED NO. 1 1942, AND PROJECTS ABOUT 6 INCHES.
 BL0790'
 BL0790'REFERENCE MARK NO. 2 IS E OF THE STATION, 55 FEET W OF THE
 BL0790'CENTER LINE OF THE OLD HIGHWAY, 1.5 FEET SSE OF A GATEPOST
 BL0790'IN THE N-AND-S FENCE LINE.  IT IS STAMPED 1042-2 USED NO. 2
 BL0790'1942 AND PROJECTS ABOUT 4 INCHES.
 BL0790'
 BL0790'1042 (USED) IS 153.93 FEET NNW OF THE STATION, AND 7 FEET
 BL0790'W OF THE CENTER LINE OF RAILROAD TRESTLE.
 BL0790'
 BL0790'STATION IS A STANDARD USE CAP ON A 4-INCH PIPE ENCASED IN
 BL0790'CONCRETE.  IT PROJECTS ABOUT 12 INCHES.  ACCORDING TO L.G.
 BL0790'SIMMONS, WHO VISITED THIS STATION IN 1935, THIS STATION WAS
 BL0790'STAMPED USED, PBM NO. 1042 BUT THE CAP WAS FOUND TO BE BATTERED
 BL0790'UP SO THAT THE STAMPING WAS NOT LEGIBLE.
 BL0790'
 BL0790'THE AZIMUTH MARK IS NNE OF THE STATION, 35 FEET E OF THE CENTER
 BL0790'LINE OF THE OLD HIGHWAY, 1 FOOT W OF A FENCE AND 3 FEET S OF
 BL0790'A WHITE REFERENCE POST.  IT IS STAMPED 1042-2 USED 1942 AND
 BL0790'PROJECTS ABOUT 8 INCHES.
 BL0790'
 BL0790'TO REACH THE STATION FROM TRINITY, GO S ON STATE HIGHWAY
 BL0790'45 ABOUT 5.0 MILES TO BELLS NIGHT CLUB ON THE RIGHT.  JUST
 BL0790'AFTER PASSING SAME, TURN LEFT AND CROSS TRACKS, THEN TURN
 BL0790'RIGHT (S) AND FOLLOW OLD ROAD 0.25 MILE TO AZIMUTH MARK ON
 BL0790'THE LEFT.  CONTINUE S FOR 0.75 MILE TO STATION ON THE RIGHT.
 BL0790'
 BL0790'A 100-FOOT SIGNAL AT ROBB IS VISIBLE AT 15 FEET.
 BL0790'
 BL0790'A 90-FOOT SIGNAL AT STONE IS VISIBLE AT 77 FEET.
 BL0790'
 BL0790'A 77-FOOT SIGNAL AT CHITA IS VISIBLE AT 64 FEET.
 BL0790
 BL0790                          STATION RECOVERY (1960)
 BL0790
 BL0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BL0790'0.45 MI N FROM RIVERSIDE.
 BL0790'ABOUT 0.45 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0790'STATION AT RIVERSIDE, 4 1/2 POLES SOUTH AND ACROSS THE TRACK FROM
 BL0790'MILEPOST 71, 66 FEET EAST OF THE EAST RAIL, ABOUT 17 FEET BELOW THE
 BL0790'LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 BL0790'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0791 ***********************************************************************
 BL0791  DESIGNATION -  1042 2 RM 1
 BL0791  PID         -  BL0791
 BL0791  STATE/COUNTY-  TX/TRINITY
 BL0791  USGS QUAD   -  RIVERSIDE (1997)
 BL0791
 BL0791                         *CURRENT SURVEY CONTROL
 BL0791  ___________________________________________________________________
 BL0791* NAD 83(1986)-  30 51 34.     (N)    095 23 42.     (W)     SCALED    
 BL0791* NAVD 88     -        40.47   (+/-2cm)     132.8    (feet)  VERTCON   
 BL0791  ___________________________________________________________________
 BL0791  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL0791
 BL0791  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0791
 BL0791.The horizontal coordinates were scaled from a topographic map and have
 BL0791.an estimated accuracy of +/- 6 seconds.
 BL0791
 BL0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0791.The vertical order pertains to the NGVD 29 superseded value.
 BL0791
 BL0791.The geoid height was determined by GEOID03.
 BL0791
 BL0791;                    North         East    Units  Estimated Accuracy
 BL0791;SPC TX C     - 3,142,710.    1,172,110.      MT  (+/- 180 meters Scaled)
 BL0791
 BL0791                          SUPERSEDED SURVEY CONTROL
 BL0791
 BL0791  NGVD 29 (??/??/92)   40.476  (m)          132.79   (f) ADJ UNCH    1 2
 BL0791
 BL0791.Superseded values are not recommended for survey control.
 BL0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0791.See file dsdata.txt to determine how the superseded data were derived.
 BL0791
 BL0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ709164(NAD 83)
 BL0791_MARKER: DR = REFERENCE MARK DISK
 BL0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0791_STAMPING: 1042-2 USED NO 1 1942
 BL0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0791+STABILITY: SURFACE MOTION
 BL0791
 BL0791  HISTORY     - Date     Condition        Report By
 BL0791  HISTORY     - 1942     MONUMENTED       CGS
 BL0791  HISTORY     - 1960     GOOD             NGS
 BL0791
 BL0791                          STATION DESCRIPTION
 BL0791
 BL0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0791'0.45 MI N FROM RIVERSIDE.
 BL0791'ABOUT 0.45 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0791'STATION AT RIVERSIDE, 4 1/2 POLES SOUTH AND ACROSS THE TRACK FROM
 BL0791'MILEPOST 71, 42 FEET EAST OF THE EAST RAIL, 96 FEET NORTH OF
 BL0791'TRIANGULATION STATION 1042-2 (U.S.E.D.), ABOUT 17 FEET BELOW THE LEVEL
 BL0791'OF THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0789 ***********************************************************************
 BL0789  DESIGNATION -  1042 2 RM 2
 BL0789  PID         -  BL0789
 BL0789  STATE/COUNTY-  TX/TRINITY
 BL0789  USGS QUAD   -  RIVERSIDE (1997)
 BL0789
 BL0789                         *CURRENT SURVEY CONTROL
 BL0789  ___________________________________________________________________
 BL0789* NAD 83(1986)-  30 51 34.     (N)    095 23 41.     (W)     SCALED    
 BL0789* NAVD 88     -        40.87   (+/-2cm)     134.1    (feet)  VERTCON   
 BL0789  ___________________________________________________________________
 BL0789  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL0789
 BL0789  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0789
 BL0789.The horizontal coordinates were scaled from a topographic map and have
 BL0789.an estimated accuracy of +/- 6 seconds.
 BL0789
 BL0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0789.The vertical order pertains to the NGVD 29 superseded value.
 BL0789
 BL0789.The geoid height was determined by GEOID03.
 BL0789
 BL0789;                    North         East    Units  Estimated Accuracy
 BL0789;SPC TX C     - 3,142,710.    1,172,140.      MT  (+/- 180 meters Scaled)
 BL0789
 BL0789                          SUPERSEDED SURVEY CONTROL
 BL0789
 BL0789  NGVD 29 (??/??/92)   40.879  (m)          134.12   (f) ADJ UNCH    1 2
 BL0789
 BL0789.Superseded values are not recommended for survey control.
 BL0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0789.See file dsdata.txt to determine how the superseded data were derived.
 BL0789
 BL0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ710164(NAD 83)
 BL0789_MARKER: DR = REFERENCE MARK DISK
 BL0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0789_STAMPING: 1042-2 USED NO 2 1942
 BL0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0789+STABILITY: SURFACE MOTION
 BL0789
 BL0789  HISTORY     - Date     Condition        Report By
 BL0789  HISTORY     - 1942     MONUMENTED       CGS
 BL0789  HISTORY     - 1960     GOOD             NGS
 BL0789
 BL0789                          STATION DESCRIPTION
 BL0789
 BL0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0789'0.45 MI N FROM RIVERSIDE.
 BL0789'ABOUT 0.45 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0789'STATION AT RIVERSIDE, 4 1/2 POLES SOUTH AND ACROSS THE TRACK FROM
 BL0789'MILEPOST 71, 140 FEET EAST OF THE EAST RAIL, ABOUT 15 FEET BELOW THE
 BL0789'LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 BL0789'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2182 ***********************************************************************
 BL2182  DESIGNATION -  1042 USE 1942
 BL2182  PID         -  BL2182
 BL2182  STATE/COUNTY-  TX/TRINITY
 BL2182  USGS QUAD   -  RIVERSIDE (1997)
 BL2182
 BL2182                         *CURRENT SURVEY CONTROL
 BL2182  ___________________________________________________________________
 BL2182* NAD 83(1993)-  30 51 34.92064(N)    095 23 43.73974(W)     ADJUSTED  
 BL2182* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 BL2182  ___________________________________________________________________
 BL2182  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BL2182  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL2182
 BL2182  HORZ ORDER  -  SECOND
 BL2182
 BL2182.The horizontal coordinates were established by classical geodetic methods
 BL2182.and adjusted by the National Geodetic Survey in February 1996..
 BL2182
 BL2182.The orthometric height was scaled from a topographic map.
 BL2182
 BL2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2182
 BL2182.The geoid height was determined by GEOID03.
 BL2182
 BL2182;                    North         East     Units Scale Factor Converg.
 BL2182;SPC TX C     - 3,142,732.518 1,172,065.279   MT  0.99988478   +2 32 35.8
 BL2182;SPC TX C     -10,310,781.60  3,845,350.84   sFT  0.99988478   +2 32 35.8
 BL2182;UTM  15      - 3,416,510.328   270,946.669   MT  1.00024723   -1 13 45.4
 BL2182
 BL2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2182!SPC TX C     -   0.99999752  x   0.99988478  =   0.99988230
 BL2182!UTM  15      -   0.99999752  x   1.00024723  =   1.00024475
 BL2182
 BL2182                          SUPERSEDED SURVEY CONTROL
 BL2182
 BL2182  NAD 83(1986)-  30 51 34.93157(N)    095 23 43.72484(W) AD(       ) 2
 BL2182  NAD 27      -  30 51 34.25100(N)    095 23 42.93200(W) AD(       ) 2
 BL2182
 BL2182.Superseded values are not recommended for survey control.
 BL2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2182.See file dsdata.txt to determine how the superseded data were derived.
 BL2182
 BL2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7094716510(NAD 83)
 BL2182_MARKER: P = PIPE CAP
 BL2182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL2182_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BL2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2182+STABILITY: SURFACE MOTION
 BL2182
 BL2182  HISTORY     - Date     Condition        Report By
 BL2182  HISTORY     - 1942     MONUMENTED       USE
 BL2182
 BL2182                          STATION DESCRIPTION
 BL2182
 BL2182'DESCRIBED BY US ENGINEERS 1942 (FBQ)
 BL2182'STATION IS ABOUT 6 MILES SSW OF TRINITY, ABOUT 500 FEET N
 BL2182'OF TRINITY RIVER, 7 FEET W OF CENTER LINE OF THE MISSOURI
 BL2182'PACIFIC RAILROAD TRESTLE, ON RAILROAD RIGHT-OF-WAY.  IT IS 17
 BL2182'FEET N OF AN E-AND-W FENCE AND 153.93 FEET, 46.917 METERS, NNW
 BL2182'OF STATION 1042-2 USED.  STATION IS A STANDARD U.S.E. CAP
 BL2182'ON A 4-INCH PIPE ENCASED IN CONCRETE.  ACCORDING TO L.G.
 BL2182'SIMMONS, WHO VISITED THIS STATION IN 1935, THIS STATION WAS
 BL2182'STAMPED USED, PBM NO. 1042 BUT THE CAP WAS FOUND TO BE
 BL2182'BATTERED UP SO THAT THE STAMPING WAS NOT LEGIBLE.
 BL2182'
 BL2182'TO REACH THE STATION FROM TRINITY, GO S ON STATE HIGHWAY 45
 BL2182'ABOUT 5.0 MILES TO BELLS NIGHT CLUB ON THE RIGHT.  JUST AFTER
 BL2182'PASSING SAME, TURN LEFT AND CROSS TRACKS, THEN TURN RIGHT
 BL2182'(S) AND FOLLOW OLD ROAD 1.0 MILE TO STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6429 ***********************************************************************
 AW6429  DESIGNATION -  1045 00 350L USE
 AW6429  PID         -  AW6429
 AW6429  STATE/COUNTY-  TX/HARRIS
 AW6429  USGS QUAD   -  PASADENA (1995)
 AW6429
 AW6429                         *CURRENT SURVEY CONTROL
 AW6429  ___________________________________________________________________
 AW6429* NAD 83(1993)-  29 43 33.97853(N)    095 13 45.49509(W)     ADJUSTED  
 AW6429* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AW6429  ___________________________________________________________________
 AW6429  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AW6429  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6429
 AW6429  HORZ ORDER  -  THIRD
 AW6429
 AW6429.The horizontal coordinates were established by classical geodetic methods
 AW6429.and adjusted by the National Geodetic Survey in February 1996..
 AW6429
 AW6429.The orthometric height was scaled from a topographic map.
 AW6429
 AW6429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6429
 AW6429.The geoid height was determined by GEOID03.
 AW6429
 AW6429;                    North         East     Units Scale Factor Converg.
 AW6429;SPC TXSC     - 4,215,650.529   964,710.714   MT  0.99988647   +1 50 50.3
 AW6429;SPC TXSC     -13,830,846.78  3,165,055.07   sFT  0.99988647   +1 50 50.3
 AW6429;UTM  15      - 3,290,516.932   284,372.938   MT  1.00017371   -1 06 21.0
 AW6429
 AW6429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6429!SPC TXSC     -   1.00000364  x   0.99988647  =   0.99989011
 AW6429!UTM  15      -   1.00000364  x   1.00017371  =   1.00017735
 AW6429
 AW6429:                Primary Azimuth Mark                     Grid Az
 AW6429:SPC TXSC     -  1009 00 350L USE 1948                    092 32 21.3
 AW6429:UTM  15      -  1009 00 350L USE 1948                    095 29 32.6
 AW6429
 AW6429|---------------------------------------------------------------------|
 AW6429| PID    Reference Object                     Distance      Geod. Az  |
 AW6429|                                                           dddmmss.s |
 AW6429| AW6470 1009 00 350L USE 1948               APPROX. 1.1 KM 0942311.6 |
 AW6429|---------------------------------------------------------------------|
 AW6429
 AW6429                          SUPERSEDED SURVEY CONTROL
 AW6429
 AW6429  NAD 83(1986)-  29 43 33.99350(N)    095 13 45.47571(W) AD(       ) 3
 AW6429  NAD 27      -  29 43 33.17055(N)    095 13 44.71511(W) AD(       ) 3
 AW6429
 AW6429.Superseded values are not recommended for survey control.
 AW6429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6429.See file dsdata.txt to determine how the superseded data were derived.
 AW6429
 AW6429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8437390517(NAD 83)
 AW6429_MARKER: DD = SURVEY DISK
 AW6429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6429+STABILITY: SURFACE MOTION
 AW6429
 AW6429  HISTORY     - Date     Condition        Report By
 AW6429  HISTORY     - 1948     MONUMENTED       USE
 AW6429  HISTORY     - 1955     GOOD             CGS
 AW6429  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW6429
 AW6429                          STATION DESCRIPTION
 AW6429
 AW6429'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6429'LOCATED 1.0 MI. W OF THE WASHBURN TUNNEL CROSSING, ALONG THE
 AW6429'N BANK OF THE HOUSTON SHIP CHANNEL, ACROSS THE CHANNEL FROM A
 AW6429'HOUSTON LIGHT AND POWER CO. DEEPWATER STATION, JUST W OF THE
 AW6429'GENERAL AMERICAN TANK STORAGE TERMINAL PROPERTY, 129 FT. W
 AW6429'OF A CYCLONE FENCE, 75 FT. N OF THE CHANNEL BANK, AND 39 FT.
 AW6429'E OF A 14-IN. GUM TREE.
 AW6429'
 AW6429'A U.S.E. DISK, STAMPED 1045+00 350 1953 AND SET IN THE TOP
 AW6429'OF A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6429'
 AW6429'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6429'
 AW6429'THIS IS A TRAVERSE STATION.
 AW6429
 AW6429                          STATION RECOVERY (1994)
 AW6429
 AW6429'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3682 ***********************************************************************
 AW3682  DESIGNATION -  1048+28.02 350 HSC 53
 AW3682  PID         -  AW3682
 AW3682  STATE/COUNTY-  TX/HARRIS
 AW3682  USGS QUAD   -  PASADENA (1995)
 AW3682
 AW3682                         *CURRENT SURVEY CONTROL
 AW3682  ___________________________________________________________________
 AW3682* NAD 83(1986)-  29 43 33.     (N)    095 13 47.     (W)     SCALED    
 AW3682* NAVD 88     -         3.75   (+/-2cm)      12.3    (feet)  VERTCON   
 AW3682  ___________________________________________________________________
 AW3682  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3682
 AW3682  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3682
 AW3682.The horizontal coordinates were scaled from a topographic map and have
 AW3682.an estimated accuracy of +/- 6 seconds.
 AW3682
 AW3682.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3682.The vertical order pertains to the NGVD 29 superseded value.
 AW3682
 AW3682.The geoid height was determined by GEOID03.
 AW3682
 AW3682;                    North         East    Units  Estimated Accuracy
 AW3682;SPC TXSC     - 4,215,620.      964,670.      MT  (+/- 180 meters Scaled)
 AW3682
 AW3682                          SUPERSEDED SURVEY CONTROL
 AW3682
 AW3682  NGVD 29 (??/??/92)    3.749  (m)           12.30   (f) ADJ UNCH    1 2
 AW3682
 AW3682.Superseded values are not recommended for survey control.
 AW3682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3682.See file dsdata.txt to determine how the superseded data were derived.
 AW3682
 AW3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN843904(NAD 83)
 AW3682_MARKER: DD = SURVEY DISK
 AW3682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3682_STAMPING: 1048+28.02 350 HSC 53
 AW3682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3682+STABILITY: SURFACE MOTION
 AW3682
 AW3682  HISTORY     - Date     Condition        Report By
 AW3682  HISTORY     - UNK      MONUMENTED       USE
 AW3682  HISTORY     - 1959     GOOD             NGS
 AW3682  HISTORY     - 1964     MARK NOT FOUND   DOD
 AW3682
 AW3682                          STATION DESCRIPTION
 AW3682
 AW3682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3682'1.55 MI SW FROM PASADENA.
 AW3682'ABOUT 1.55 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3682'NORTH ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE HOUSTON
 AW3682'LIGHTING AND POWER COMPANY PROPERTY, IN THE BOTTOM OF A NARROW GULLY,
 AW3682'36 FEET NORTH OF THE HIGH WATER LINE, 19 FEET SOUTHWEST OF AN 18-INCH
 AW3682'ELM TREE, 2 FEET SOUTH OF A 2 X 8-INCH WOODEN POST, AND IN THE TOP OF
 AW3682'A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3682
 AW3682                          STATION RECOVERY (1964)
 AW3682
 AW3682'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1964
 AW3682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3684 ***********************************************************************
 AW3684  DESIGNATION -  1055+00 350 HSC 53
 AW3684  PID         -  AW3684
 AW3684  STATE/COUNTY-  TX/HARRIS
 AW3684  USGS QUAD   -  PASADENA (1995)
 AW3684
 AW3684                         *CURRENT SURVEY CONTROL
 AW3684  ___________________________________________________________________
 AW3684* NAD 83(1986)-  29 43 31.     (N)    095 13 55.     (W)     SCALED    
 AW3684* NAVD 88     -         6.98   (+/-2cm)      22.9    (feet)  VERTCON   
 AW3684  ___________________________________________________________________
 AW3684  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3684
 AW3684  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3684
 AW3684.The horizontal coordinates were scaled from a topographic map and have
 AW3684.an estimated accuracy of +/- 6 seconds.
 AW3684
 AW3684.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3684.The vertical order pertains to the NGVD 29 superseded value.
 AW3684
 AW3684.The geoid height was determined by GEOID03.
 AW3684
 AW3684;                    North         East    Units  Estimated Accuracy
 AW3684;SPC TXSC     - 4,215,550.      964,460.      MT  (+/- 180 meters Scaled)
 AW3684
 AW3684                          SUPERSEDED SURVEY CONTROL
 AW3684
 AW3684  NGVD 29 (??/??/92)    6.975  (m)           22.88   (f) ADJ UNCH    1 2
 AW3684
 AW3684.Superseded values are not recommended for survey control.
 AW3684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3684.See file dsdata.txt to determine how the superseded data were derived.
 AW3684
 AW3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN841904(NAD 83)
 AW3684_MARKER: DD = SURVEY DISK
 AW3684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3684_STAMPING: 1055+00 350 H S C 53
 AW3684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3684+STABILITY: SURFACE MOTION
 AW3684
 AW3684  HISTORY     - Date     Condition        Report By
 AW3684  HISTORY     - UNK      MONUMENTED       USE
 AW3684  HISTORY     - 1959     GOOD             NGS
 AW3684  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3684
 AW3684                          STATION DESCRIPTION
 AW3684
 AW3684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3684'1.7 MI SW FROM PASADENA.
 AW3684'ABOUT 1.7 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3684'NORTH ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE PROPERTY OF
 AW3684'THE HOUSTON LIGHTING AND POWER COMPANY, 206 FEET WEST OF TWO LARGE
 AW3684'COTTONWOOD TREES, 38 FEET NORTH OF THE HIGH WATER LINE, 2 FEET SOUTH
 AW3684'OF A 4 X 4-INCH WOODEN POST, AND IN THE TOP OF A CONCRETE POST, POURED
 AW3684'IN PLACE, FLUSH WITH THE GROUND.
 AW3684
 AW3684                          STATION RECOVERY (1964)
 AW3684
 AW3684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0115 ***********************************************************************
 EM0115  DESIGNATION -  1057
 EM0115  PID         -  EM0115
 EM0115  STATE/COUNTY-  TX/WICHITA
 EM0115  USGS QUAD   -  BURKBURNETT (1981)
 EM0115
 EM0115                         *CURRENT SURVEY CONTROL
 EM0115  ___________________________________________________________________
 EM0115* NAD 83(1986)-  34 05 52.     (N)    098 34 20.     (W)     SCALED    
 EM0115* NAVD 88     -       322.341  (meters)    1057.55   (feet)  ADJUSTED  
 EM0115  ___________________________________________________________________
 EM0115  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EM0115  DYNAMIC HT  -         321.993 (meters)    1056.41  (feet)  COMP
 EM0115  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 EM0115
 EM0115  VERT ORDER  -  SECOND    CLASS 0
 EM0115
 EM0115.The horizontal coordinates were scaled from a topographic map and have
 EM0115.an estimated accuracy of +/- 6 seconds.
 EM0115
 EM0115.The orthometric height was determined by differential leveling
 EM0115.and adjusted by the National Geodetic Survey in June 1991..
 EM0115
 EM0115.The geoid height was determined by GEOID03.
 EM0115
 EM0115.The dynamic height is computed by dividing the NAVD 88
 EM0115.geopotential number by the normal gravity value computed on the
 EM0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0115.degrees latitude (g = 980.6199 gals.).
 EM0115
 EM0115.The modeled gravity was interpolated from observed gravity values.
 EM0115
 EM0115;                    North         East    Units  Estimated Accuracy
 EM0115;SPC TXNC     - 2,269,610.      593,340.      MT  (+/- 180 meters Scaled)
 EM0115
 EM0115                          SUPERSEDED SURVEY CONTROL
 EM0115
 EM0115  NGVD 29 (??/??/92)  322.234  (m)         1057.20   (f) ADJ UNCH    2 0
 EM0115
 EM0115.Superseded values are not recommended for survey control.
 EM0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0115.See file dsdata.txt to determine how the superseded data were derived.
 EM0115
 EM0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC394730(NAD 83)
 EM0115_MARKER: DJ = TIDAL STATION DISK
 EM0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0115_SP_SET: PEDESTAL
 EM0115_STAMPING: 1057
 EM0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0115
 EM0115  HISTORY     - Date     Condition        Report By
 EM0115  HISTORY     - UNK      MONUMENTED       USGS
 EM0115  HISTORY     - 1934     GOOD             NGS
 EM0115  HISTORY     - 1957     GOOD             NGS
 EM0115  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 EM0115
 EM0115                          STATION DESCRIPTION
 EM0115
 EM0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EM0115'IN BURKBURNETT.
 EM0115'BRONZE TABLET SET IN SOUTH PEDESTAL OF CITY WATER TANK.  68.7 FEET
 EM0115'SOUTHEAST OF CENTERLINE OF FOURTH STREET.  37.8 FEET SOUTHWEST OF
 EM0115'SOUTHWEST WALL OF CITY POWER PLANT.  7.9 FEET NORTHEAST OF NORTHEAST
 EM0115'WALL OF CITY JAIL.  NOTE-- BM IS IN THE SW LEG OF THE SMALLE OF TWO
 EM0115'WATERS TANKS.
 EM0115
 EM0115                          STATION RECOVERY (1957)
 EM0115
 EM0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 EM0115'RECOVERED IN GOOD CONDITION.
 EM0115
 EM0115                          STATION RECOVERY (2001)
 EM0115
 EM0115'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 EM0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0019 ***********************************************************************
 DO0019  DESIGNATION -  106
 DO0019  PID         -  DO0019
 DO0019  STATE/COUNTY-  TX/CLAY
 DO0019  USGS QUAD   -  JOLLY (1972)
 DO0019
 DO0019                         *CURRENT SURVEY CONTROL
 DO0019  ___________________________________________________________________
 DO0019* NAD 83(1986)-  33 52 10.     (N)    098 21 34.     (W)     SCALED    
 DO0019* NAVD 88     -       292.648  (meters)     960.13   (feet)  ADJUSTED  
 DO0019  ___________________________________________________________________
 DO0019  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DO0019  DYNAMIC HT  -         292.327 (meters)     959.08  (feet)  COMP
 DO0019  MODELED GRAV-     979,530.1   (mgal)                       NAVD 88
 DO0019
 DO0019  VERT ORDER  -  FIRST     CLASS II
 DO0019
 DO0019.The horizontal coordinates were scaled from a topographic map and have
 DO0019.an estimated accuracy of +/- 6 seconds.
 DO0019
 DO0019.The orthometric height was determined by differential leveling
 DO0019.and adjusted by the National Geodetic Survey in June 1991..
 DO0019
 DO0019.The geoid height was determined by GEOID03.
 DO0019
 DO0019.The dynamic height is computed by dividing the NAVD 88
 DO0019.geopotential number by the normal gravity value computed on the
 DO0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0019.degrees latitude (g = 980.6199 gals.).
 DO0019
 DO0019.The modeled gravity was interpolated from observed gravity values.
 DO0019
 DO0019;                    North         East    Units  Estimated Accuracy
 DO0019;SPC TXNC     - 2,244,280.      613,010.      MT  (+/- 180 meters Scaled)
 DO0019
 DO0019                          SUPERSEDED SURVEY CONTROL
 DO0019
 DO0019  NGVD 29 (??/??/92)  292.580  (m)          959.91   (f) ADJ UNCH    1 2
 DO0019
 DO0019.Superseded values are not recommended for survey control.
 DO0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0019.See file dsdata.txt to determine how the superseded data were derived.
 DO0019
 DO0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC592478(NAD 83)
 DO0019_MARKER: Z = SEE DESCRIPTION
 DO0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0019_SP_SET: MILEPOST
 DO0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0019
 DO0019  HISTORY     - Date     Condition        Report By
 DO0019  HISTORY     - UNK      MONUMENTED       BNRR
 DO0019  HISTORY     - 1950     GOOD             NGS
 DO0019
 DO0019                          STATION DESCRIPTION
 DO0019
 DO0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0019'0.8 MI NW FROM JOLLY.
 DO0019'0.8 MILE NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0019'JOLLY, CLAY COUNTY, AND ON THE TOP OF MILEPOST 106.  THE TOP OF THE
 DO0019'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0345 ***********************************************************************
 DO0345  DESIGNATION -  106 W A
 DO0345  PID         -  DO0345
 DO0345  STATE/COUNTY-  TX/ARCHER
 DO0345  USGS QUAD   -  MANKINS (1966)
 DO0345
 DO0345                         *CURRENT SURVEY CONTROL
 DO0345  ___________________________________________________________________
 DO0345* NAD 83(1986)-  33 46 50.     (N)    098 47 43.     (W)     SCALED    
 DO0345* NAVD 88     -       340.066  (meters)    1115.70   (feet)  ADJUSTED  
 DO0345  ___________________________________________________________________
 DO0345  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DO0345  DYNAMIC HT  -         339.684 (meters)    1114.45  (feet)  COMP
 DO0345  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 DO0345
 DO0345  VERT ORDER  -  SECOND    CLASS 0
 DO0345
 DO0345.The horizontal coordinates were scaled from a topographic map and have
 DO0345.an estimated accuracy of +/- 6 seconds.
 DO0345
 DO0345.The orthometric height was determined by differential leveling
 DO0345.and adjusted by the National Geodetic Survey in June 1991..
 DO0345
 DO0345.The geoid height was determined by GEOID03.
 DO0345
 DO0345.The dynamic height is computed by dividing the NAVD 88
 DO0345.geopotential number by the normal gravity value computed on the
 DO0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0345.degrees latitude (g = 980.6199 gals.).
 DO0345
 DO0345.The modeled gravity was interpolated from observed gravity values.
 DO0345
 DO0345;                    North         East    Units  Estimated Accuracy
 DO0345;SPC TXNC     - 2,234,460.      572,650.      MT  (+/- 180 meters Scaled)
 DO0345
 DO0345                          SUPERSEDED SURVEY CONTROL
 DO0345
 DO0345  NGVD 29 (??/??/92)  339.964  (m)         1115.37   (f) ADJ UNCH    2 0
 DO0345
 DO0345.Superseded values are not recommended for survey control.
 DO0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0345.See file dsdata.txt to determine how the superseded data were derived.
 DO0345
 DO0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC189378(NAD 83)
 DO0345_MARKER: DD = SURVEY DISK
 DO0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0345_SP_SET: STEP
 DO0345_STAMPING: 106 W A 1926
 DO0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0345
 DO0345  HISTORY     - Date     Condition        Report By
 DO0345  HISTORY     - 1926     MONUMENTED       USGS
 DO0345  HISTORY     - 1957     GOOD             NGS
 DO0345
 DO0345                          STATION DESCRIPTION
 DO0345
 DO0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0345'IN MANKINS.
 DO0345'AT MANKINS, ARCHER COUNTY, AT THE MAIN ENTRANCE TO THE PUBLIC SCHOOL,
 DO0345'IN THE TOP OF THE FIRST CONCRETE STEP, AND 8 FEET EAST OF THE
 DO0345'CENTERLINE OF THE DOORWAY.  NOTE-- THE SHCOOL HOUSE IS NO LONGER IN
 DO0345'USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3686 ***********************************************************************
 AW3686  DESIGNATION -  1061+11.76 350 HSC 53
 AW3686  PID         -  AW3686
 AW3686  STATE/COUNTY-  TX/HARRIS
 AW3686  USGS QUAD   -  PASADENA (1995)
 AW3686
 AW3686                         *CURRENT SURVEY CONTROL
 AW3686  ___________________________________________________________________
 AW3686* NAD 83(1986)-  29 43 28.     (N)    095 14 02.     (W)     SCALED    
 AW3686* NAVD 88     -         7.98   (+/-2cm)      26.2    (feet)  VERTCON   
 AW3686  ___________________________________________________________________
 AW3686  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3686
 AW3686  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3686
 AW3686.The horizontal coordinates were scaled from a topographic map and have
 AW3686.an estimated accuracy of +/- 6 seconds.
 AW3686
 AW3686.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3686.The vertical order pertains to the NGVD 29 superseded value.
 AW3686
 AW3686.The geoid height was determined by GEOID03.
 AW3686
 AW3686;                    North         East    Units  Estimated Accuracy
 AW3686;SPC TXSC     - 4,215,450.      964,270.      MT  (+/- 180 meters Scaled)
 AW3686
 AW3686                          SUPERSEDED SURVEY CONTROL
 AW3686
 AW3686  NGVD 29 (??/??/92)    7.981  (m)           26.18   (f) ADJ UNCH    1 2
 AW3686
 AW3686.Superseded values are not recommended for survey control.
 AW3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3686.See file dsdata.txt to determine how the superseded data were derived.
 AW3686
 AW3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN839903(NAD 83)
 AW3686_MARKER: DD = SURVEY DISK
 AW3686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3686_STAMPING: 1061+11.76 350 HSC 53
 AW3686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3686+STABILITY: SURFACE MOTION
 AW3686
 AW3686  HISTORY     - Date     Condition        Report By
 AW3686  HISTORY     - UNK      MONUMENTED       USE
 AW3686  HISTORY     - 1959     GOOD             NGS
 AW3686  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3686
 AW3686                          STATION DESCRIPTION
 AW3686
 AW3686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3686'1.85 MI SW FROM PASADENA.
 AW3686'ABOUT 1.85 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3686'NORTH ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE PROPERTY OF
 AW3686'THE HOUSTON LIGHTING AND POWER COMPANY, 318 FEET EAST OF THE PROPERTY
 AW3686'LINE FENCE, 12 FEET NORTH OF THE HIGH WATER LINE OF THE CHANNEL, AND
 AW3686'IN THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3686'NOTE-- BELIEVED WASHED INTO THE CHANNEL.
 AW3686
 AW3686                          STATION RECOVERY (1964)
 AW3686
 AW3686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0018 ***********************************************************************
 DO0018  DESIGNATION -  106.22
 DO0018  PID         -  DO0018
 DO0018  STATE/COUNTY-  TX/CLAY
 DO0018  USGS QUAD   -  JOLLY (1972)
 DO0018
 DO0018                         *CURRENT SURVEY CONTROL
 DO0018  ___________________________________________________________________
 DO0018* NAD 83(1986)-  33 52 13.     (N)    098 21 47.     (W)     SCALED    
 DO0018* NAVD 88     -       289.086  (meters)     948.44   (feet)  ADJUSTED  
 DO0018  ___________________________________________________________________
 DO0018  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DO0018  DYNAMIC HT  -         288.768 (meters)     947.40  (feet)  COMP
 DO0018  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 DO0018
 DO0018  VERT ORDER  -  FIRST     CLASS II
 DO0018
 DO0018.The horizontal coordinates were scaled from a topographic map and have
 DO0018.an estimated accuracy of +/- 6 seconds.
 DO0018
 DO0018.The orthometric height was determined by differential leveling
 DO0018.and adjusted by the National Geodetic Survey in June 1991..
 DO0018
 DO0018.The geoid height was determined by GEOID03.
 DO0018
 DO0018.The dynamic height is computed by dividing the NAVD 88
 DO0018.geopotential number by the normal gravity value computed on the
 DO0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0018.degrees latitude (g = 980.6199 gals.).
 DO0018
 DO0018.The modeled gravity was interpolated from observed gravity values.
 DO0018
 DO0018;                    North         East    Units  Estimated Accuracy
 DO0018;SPC TXNC     - 2,244,380.      612,670.      MT  (+/- 180 meters Scaled)
 DO0018
 DO0018                          SUPERSEDED SURVEY CONTROL
 DO0018
 DO0018  NGVD 29 (??/??/92)  289.019  (m)          948.22   (f) ADJ UNCH    1 2
 DO0018
 DO0018.Superseded values are not recommended for survey control.
 DO0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0018.See file dsdata.txt to determine how the superseded data were derived.
 DO0018
 DO0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC589479(NAD 83)
 DO0018_MARKER: Q = CHISELED SQUARE
 DO0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0018_SP_SET: BRIDGE
 DO0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0018
 DO0018  HISTORY     - Date     Condition        Report By
 DO0018  HISTORY     - UNK      MONUMENTED       BNRR
 DO0018  HISTORY     - 1950     GOOD             NGS
 DO0018
 DO0018                          STATION DESCRIPTION
 DO0018
 DO0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0018'1.0 MI NW FROM JOLLY.
 DO0018'1.0 MILE NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0018'JOLLY, CLAY COUNTY AT BRIDGE 106.22, AND ON THE NORTHWEST CORNER OF
 DO0018'THE WEST BACK WALL.  A CHISELED SQUARE.  NOTE-- THE MASONRY HAS BEEN
 DO0018'BROKEN AND PART OF THE SQUARE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2304 ***********************************************************************
 AN2304  DESIGNATION -  1066
 AN2304  PID         -  AN2304
 AN2304  STATE/COUNTY-  TX/ARANSAS
 AN2304  USGS QUAD   -  MESQUITE BAY (1973)
 AN2304
 AN2304                         *CURRENT SURVEY CONTROL
 AN2304  ___________________________________________________________________
 AN2304* NAD 83(1993)-  28 11 27.65347(N)    096 51 03.66247(W)     ADJUSTED  
 AN2304* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2304  ___________________________________________________________________
 AN2304  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AN2304  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN2304
 AN2304  HORZ ORDER  -  THIRD
 AN2304
 AN2304.The horizontal coordinates were established by classical geodetic methods
 AN2304.and adjusted by the National Geodetic Survey in February 1996..
 AN2304
 AN2304.The orthometric height was scaled from a topographic map.
 AN2304
 AN2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2304
 AN2304.The geoid height was determined by GEOID03.
 AN2304
 AN2304;                    North         East     Units Scale Factor Converg.
 AN2304;SPC TXSC     - 4,041,581.916   811,004.982   MT  1.00006075   +1 03 10.1
 AN2304;SPC TXSC     -13,259,756.67  2,660,772.18   sFT  1.00006075   +1 03 10.1
 AN2304;UTM  14      - 3,120,231.779   710,947.216   MT  1.00014924   +1 00 56.1
 AN2304
 AN2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2304!SPC TXSC     -   1.00000408  x   1.00006075  =   1.00006483
 AN2304!UTM  14      -   1.00000408  x   1.00014924  =   1.00015332
 AN2304
 AN2304                          SUPERSEDED SURVEY CONTROL
 AN2304
 AN2304  NAD 83(1986)-  28 11 27.66191(N)    096 51 03.64284(W) AD(       ) 3
 AN2304  NAD 27      -  28 11 26.62300(N)    096 51 02.68700(W) AD(       ) 3
 AN2304
 AN2304.Superseded values are not recommended for survey control.
 AN2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2304.See file dsdata.txt to determine how the superseded data were derived.
 AN2304
 AN2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1094720232(NAD 83)
 AN2304_MARKER: B = BOLT
 AN2304_SETTING: 0 = UNSPECIFIED SETTING
 AN2304
 AN2304  HISTORY     - Date     Condition        Report By
 AN2304  HISTORY     - 1934     MONUMENTED       USE
 AN2304  HISTORY     - 1942     GOOD             USE
 AN2304  HISTORY     - 1947     GOOD             CGS
 AN2304  HISTORY     - 1969     GOOD             CGS
 AN2304  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN2304
 AN2304                          STATION DESCRIPTION
 AN2304
 AN2304'DESCRIBED BY US ENGINEERS 1934 (EOH)
 AN2304'STATION IS LOCATED ABOUT 10 MILES NE OF LAMAR, ON THE N SHORE
 AN2304'OF MULLETT BAY, 400 METERS NW FROM BAY SHORE AND IS SITUATED
 AN2304'IN THE MARSH.
 AN2304'
 AN2304'SURFACE STATION MARK IS A 6-INCH TILE FILLED WITH CONCRETE
 AN2304'WITH A BRASS BOLT FOR CENTER.
 AN2304'
 AN2304'NO REFERENCE MARK WAS SET.
 AN2304'
 AN2304'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--BEACON
 AN2304'2 AT BELDEN DUGOUT, 125 DEG.  BEACON 3 AT THIRD CHAIN OF
 AN2304'ISLANDS, 204 DEG.  WINDMILL (2.5 MILES DISTANT), 324 DEG.
 AN2304'
 AN2304'HEIGHT OF LIGHT ABOVE STATION MARK - 5.5 METERS.
 AN2304
 AN2304                          STATION RECOVERY (1942)
 AN2304
 AN2304'RECOVERY NOTE BY US ENGINEERS 1942
 AN2304'STATION IS APPROXIMATELY 2,200 FEET NW, AT RIGHT ANGLES,
 AN2304'FROM DAY BEACON 5 IN MULLETT BAY, ON LOUISIANA-TEXAS INTRACOASTAL
 AN2304'WATERWAY.
 AN2304'
 AN2304'ORIGINAL DESCRIPTION GOOD.
 AN2304
 AN2304                          STATION RECOVERY (1947)
 AN2304
 AN2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2304'THE ORIGINAL DESCRIPTION IS GOOD EXCEPT THAT THE STATION
 AN2304'IS NOW ONLY ABOUT 150 METERS FROM THE BAY SHORE.  THE BAY
 AN2304'FORMERLY KNOWN AS MULLET BAY IS NOW SUNDOWN BAY.
 AN2304
 AN2304                          STATION RECOVERY (1969)
 AN2304
 AN2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2304'THE STATION SITE WAS VISITED AND THE STATION RECOVERED IN
 AN2304'GOOD CONDITION.  MULLETT BAY IS NOW KNOWN AS SUNDOWN BAY.  A MORE
 AN2304'COMPLETE DESCRIPTION FOLLOWS--
 AN2304'
 AN2304'THE STATION IS 16-1/2 MILES NORTHEAST OF ROCKPORT, 10-1/2
 AN2304'MILES NORTHEAST OF GOOSE ISLAND STATE PARK, 1 MILE SOUTHWEST
 AN2304'OF THE NORTHEAST END OF SUNDOWN BAY, ON THE NORTHWEST SHORE OF
 AN2304'THE BAY AND IN MARSH LAND ON THE SOUTHEAST SHORE OF THE BLACKJACK
 AN2304'PENINSULA.
 AN2304'
 AN2304'THE STATION WAS REACHED BY BOAT FROM THE PUBLIC BOAT LANDING
 AN2304'AT GOOSE ISLAND STATE PARK BY GOING EAST ABOUT 4-1/4 MILES
 AN2304'TO THE INTRACOASTAL WATERWAY, THENCE NORTH-NORTHEAST ON THE
 AN2304'WATERWAY ABOUT 7-1/2 MILES TO INTERACOASTAL WATERWAY LIGHT
 AN2304'NO. 7.  THE STATION IS 1/2 MILE NORTH OF THIS POINT (TRUE
 AN2304'BEARING OF 355 DEG) ON THE SHORE OF THE BAY.
 AN2304'
 AN2304'THE STATION MARK IS A BRASS BOLT SET IN THE CENTER OF A
 AN2304'6 INCH CONCRETE FILLED TILE PIPE.  AT THE TIME THE STATION
 AN2304'WAS VISITED THE TOP OF THE MARK WAS UNDER 3 INCHES OF WATER
 AN2304'OF MARSH IN MUDDY POOL.  THE MARK IS 0.15 MILE ON A TRUE
 AN2304'BEARING OF 9 DEG FROM A POINT ON THE SHORE OF SUNDOWN BAY
 AN2304'WHERE A 30 FOOT WIDE DRAINAGE DITCH ENTERS THE BAY, 550 FEET
 AN2304'NORTH-NORTHWEST OF THE NORTHERLY SHORE OF THE BAY, 450 FEET
 AN2304'EAST-NORTHEAST OF THE DRAINAGE DITCH AND AT WITNESS POST WITH
 AN2304'SIGN ATTACHED.
 AN2304'
 AN2304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 AN2304'NORTHEAST OF ROCKPORT
 AN2304
 AN2304                          STATION RECOVERY (1991)
 AN2304
 AN2304'RECOVERY NOTE BY US POWER SQUADRON 1991 (WS)
 AN2304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0297 ***********************************************************************
 CT0297  DESIGNATION -  1066.1
 CT0297  PID         -  CT0297
 CT0297  STATE/COUNTY-  TX/YOUNG
 CT0297  USGS QUAD   -  ELIASVILLE (1981)
 CT0297
 CT0297                         *CURRENT SURVEY CONTROL
 CT0297  ___________________________________________________________________
 CT0297* NAD 83(1986)-  32 57 36.     (N)    098 45 56.     (W)     SCALED    
 CT0297* NAVD 88     -       325.085  (meters)    1066.55   (feet)  ADJUSTED  
 CT0297  ___________________________________________________________________
 CT0297  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CT0297  DYNAMIC HT  -         324.689 (meters)    1065.25  (feet)  COMP
 CT0297  MODELED GRAV-     979,411.6   (mgal)                       NAVD 88
 CT0297
 CT0297  VERT ORDER  -  SECOND    CLASS 0
 CT0297
 CT0297.The horizontal coordinates were scaled from a topographic map and have
 CT0297.an estimated accuracy of +/- 6 seconds.
 CT0297
 CT0297.The orthometric height was determined by differential leveling
 CT0297.and adjusted by the National Geodetic Survey in June 1991..
 CT0297
 CT0297.The geoid height was determined by GEOID03.
 CT0297
 CT0297.The dynamic height is computed by dividing the NAVD 88
 CT0297.geopotential number by the normal gravity value computed on the
 CT0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0297.degrees latitude (g = 980.6199 gals.).
 CT0297
 CT0297.The modeled gravity was interpolated from observed gravity values.
 CT0297
 CT0297;                    North         East    Units  Estimated Accuracy
 CT0297;SPC TXNC     - 2,143,450.      575,180.      MT  (+/- 180 meters Scaled)
 CT0297
 CT0297                          SUPERSEDED SURVEY CONTROL
 CT0297
 CT0297  NGVD 29 (??/??/92)  324.996  (m)         1066.26   (f) ADJ UNCH    2 0
 CT0297
 CT0297.Superseded values are not recommended for survey control.
 CT0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0297.See file dsdata.txt to determine how the superseded data were derived.
 CT0297
 CT0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB219468(NAD 83)
 CT0297_MARKER: Q = CHISELED SQUARE
 CT0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0297_SP_SET: DOORSILL
 CT0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0297
 CT0297  HISTORY     - Date     Condition        Report By
 CT0297  HISTORY     - UNK      MONUMENTED       USGS
 CT0297  HISTORY     - 1957     GOOD             NGS
 CT0297  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 CT0297
 CT0297                          STATION DESCRIPTION
 CT0297
 CT0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0297'IN ELIASVILLE.
 CT0297'AT ELIASVILLE, YOUNG COUNTY, AT THE SOUTHWEST CORNER OF THE MAIN
 CT0297'STREET INTERSECTION, AT THE NORTHWEST CORNER OF A BRICK STORE BUILDING
 CT0297'OWNED IN 1933 BY WILLIAM T. DONNELL, AT THE CORNER ENTRANCE, AND ON
 CT0297'THE TOP OF THE WEST END OF THE CONCRETE DOORSILL.  A CHISELED SQUARE.
 CT0297'NOTE-- THE BUILDING IS NOW OCCUPIED BY MILLS CAFE.
 CT0297
 CT0297                          STATION RECOVERY (2001)
 CT0297
 CT0297'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 CT0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1472 ***********************************************************************
 AE1472  DESIGNATION -  107
 AE1472  PID         -  AE1472
 AE1472  STATE/COUNTY-  TX/HIDALGO
 AE1472  USGS QUAD   -  FAYSVILLE (1963)
 AE1472
 AE1472                         *CURRENT SURVEY CONTROL
 AE1472  ___________________________________________________________________
 AE1472* NAD 83(1993)-  26 27 10.54128(N)    098 08 06.31870(W)     ADJUSTED  
 AE1472* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 AE1472  ___________________________________________________________________
 AE1472  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AE1472  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AE1472
 AE1472  HORZ ORDER  -  SECOND
 AE1472
 AE1472.The horizontal coordinates were established by classical geodetic methods
 AE1472.and adjusted by the National Geodetic Survey in February 1996..
 AE1472
 AE1472.The orthometric height was scaled from a topographic map.
 AE1472
 AE1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1472
 AE1472.The geoid height was determined by GEOID03.
 AE1472
 AE1472;                    North         East     Units Scale Factor Converg.
 AE1472;SPC TX S     - 5,087,164.840   336,390.641   MT  0.99994023   +0 09 56.4
 AE1472;SPC TX S     -16,690,139.98  1,103,641.63   sFT  0.99994023   +0 09 56.4
 AE1472;UTM  14      - 2,926,134.270   586,225.691   MT  0.99969179   +0 23 07.1
 AE1472
 AE1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1472!SPC TX S     -   1.00000002  x   0.99994023  =   0.99994025
 AE1472!UTM  14      -   1.00000002  x   0.99969179  =   0.99969181
 AE1472
 AE1472:                Primary Azimuth Mark                     Grid Az
 AE1472:SPC TX S     -  107 AZ MK RESET                          005 36 08.5
 AE1472:UTM  14      -  107 AZ MK RESET                          005 22 57.8
 AE1472
 AE1472|---------------------------------------------------------------------|
 AE1472| PID    Reference Object                     Distance      Geod. Az  |
 AE1472|                                                           dddmmss.s |
 AE1472| CV2391 107 AZ MK RESET                                    0054604.9 |
 AE1472| CV2392 107 RM 1                             34.671 METERS 05225     |
 AE1472| AE1450 FAYSVILLE TENN GAS PLINE MAST       APPROX. 7.4 KM 1345356.4 |
 AE1472| AE1452 FAYSVILLE W NATURAL GAS MAST        APPROX. 7.7 KM 1355535.1 |
 AE1472| AE0467 S 645                                              1514010.1 |
 AE1472| CV2393 107 RM 2                             30.489 METERS 16503     |
 AE1472| CV2394 107 RM 3                             31.622 METERS 20624     |
 AE1472| CV2395 107 RM 4                             28.341 METERS 34847     |
 AE1472|---------------------------------------------------------------------|
 AE1472
 AE1472                          SUPERSEDED SURVEY CONTROL
 AE1472
 AE1472  NAD 83(1986)-  26 27 10.54786(N)    098 08 06.28452(W) AD(       ) 2
 AE1472  NAD 27      -  26 27 09.30800(N)    098 08 05.24800(W) AD(       ) 2
 AE1472
 AE1472.Superseded values are not recommended for survey control.
 AE1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1472.See file dsdata.txt to determine how the superseded data were derived.
 AE1472
 AE1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8622626134(NAD 83)
 AE1472_MARKER: DD = SURVEY DISK
 AE1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1472
 AE1472  HISTORY     - Date     Condition        Report By
 AE1472  HISTORY     - 1946     MONUMENTED       WPRS
 AE1472  HISTORY     - 1949     GOOD             TXHD
 AE1472  HISTORY     - 1961     GOOD             CGS
 AE1472
 AE1472                          STATION DESCRIPTION
 AE1472
 AE1472'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1946 (RCB)
 AE1472'THIS STATION IS LOCATED ABOUT 10 MILES NORTH OF EDINBURG
 AE1472'AND 8 MILES WEST OF HARGILL, ALONG THE WEST SIDE OF U.S.
 AE1472'HIGHWAY 281.  IT IS 0.1 MILE NORTH OF THE INTERSECTION OF
 AE1472'U.S. HIGHWAY 281 AND FARM HIGHWAY 490, 43 FEET WEST OF THE
 AE1472'CENTERLINE OF HIGHWAY 281 23 FEET NORTH OF A GUARD POST
 AE1472'AND 25 FEET SOUTHWEST OF A GUARD POST.  THE MARK IS 1 FOOT
 AE1472'UNDERGROUND AND THE DISK IS STAMPED USBR 107 1946.
 AE1472'
 AE1472'REFERENCE MARK NO. 1 IS 113.75 FEET NORTHEAST OF THE STATION.
 AE1472'IT IS 1 FOOT SOUTH OF A TELEPHONE POLE AND 30 FEET EAST
 AE1472'OF THE CENTERLINE OF HIGHWAY 281.  THE MARK IS FLUSH AND
 AE1472'THE DISK IS STAMPED USBR 107 NO 1 1946.
 AE1472'
 AE1472'REFERENCE MARK NO. 2 IS 100.03 FEET SOUTH OF THE STATION.
 AE1472'IT IS 27 FEET WEST OF THE CENTERLINE OF HIGHWAY 281 AND 1
 AE1472'FOOT NORTH OF A GUARD POST.  THE MARK IS FLUSH AND THE DISK
 AE1472'IS STAMPED USBR 107 NO 2 1946.
 AE1472'
 AE1472'S 645 B.M. IS 0.1 MILE SOUTH OF THE STATION.  IT IS 46 FEET
 AE1472'WEST OF THE INTERSECTION OF CENTERLINES OF HIGHWAY 281 AND
 AE1472'FARM HIGHWAY 490.  THE MARK PROJECTS 4 INCHES AND THE DISK
 AE1472'IS STAMPED S 645 1942.  THIS IS A STANDARD USC AND GS BENCH
 AE1472'MARK AND WAS USED AS THE AZIMUTH MARK FOR THIS STATION.
 AE1472'
 AE1472'TO REACH THE STATION FROM THE COURTHOUSE IN EDINBURG, GO
 AE1472'NORTH ON HIGHWAY 281 FOR 10.3 MILES TO AN S CURVE IN THE
 AE1472'HIGHWAY AND THE STATION ON THE LEFT AS DESCRIBED.  THIS
 AE1472'LOCATION IS 0.1 MILE NORTH OF THE INTERSECTION OF HIGHWAY
 AE1472'281 AND FARM HIGHWAY 490.
 AE1472'
 AE1472'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH TO THE ABOVE
 AE1472'INTERSECTION, AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AE1472'
 AE1472'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AE1472
 AE1472                          STATION RECOVERY (1949)
 AE1472
 AE1472'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AE1472'GENERALLY GOOD.  STATION IS LOCATED 13.5 FT W OF N TANGENT
 AE1472'OF NORTH MOST CURVE OF A REVERSE CURVE AT A POINT 1020 FT
 AE1472'S OF CONC. CULVERT ON N. TAN. OF SAID CURVE AND IS 42.5 FT
 AE1472'W. OF CENTERLINE U.S. 281 BETWEEN 10TH AND 11TH. GUARD POST
 AE1472'COUNTING FROM N TO S ON W SIDE OF HWY.  (STATION IS 1 FT
 AE1472'UNDERGROUND)
 AE1472'
 AE1472'R.M. 1 IS 66.5 FT E. OF N. TAN. 950 FT S. OF CONC. CULV.
 AE1472'
 AE1472'R.M. 2 IS 26 FT E. OF N. TAN. 1120 FT S. OF CONC. CULV.
 AE1472'
 AE1472'STATION AND R.M.S RECOVERED IN GOOD CONDITION.
 AE1472'
 AE1472'STATION IS 0.193 MI. N. OF INTERSECT. OF FM 490 AND U.S.
 AE1472'281 ALONG CENTERLINE U.S. 281.
 AE1472
 AE1472                          STATION RECOVERY (1961)
 AE1472
 AE1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1472'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 AE1472'MARKS NOS. 1 AND 2 WERE FOUND TO HAVE BEEN DESTROYED.  THE
 AE1472'BENCH MARK S 645 WHICH WAS USED AS THE AZIMUTH MARK WAS
 AE1472'NOT RECOVERED.  REFERENCE MARKS NOS. 3 AND 4 AND A NEW AZIMUTH
 AE1472'MARK WAS SET.
 AE1472'
 AE1472'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AE1472'
 AE1472'THE STATION IS APPROXIMATELY 11 MILES NORTH OF EDINBURG,
 AE1472'7-1/2 MILES WEST OF HARGILL, 3 MILES SOUTH OF RED GATE, ALONG
 AE1472'THE WEST SIDE OF U.S. HIGHWAY 281, 0.1 MILE NORTH OF FARM
 AE1472'ROAD 490, ON HIGHWAY RIGHT-OF-WAY.
 AE1472'
 AE1472'TO REACH THE STATION FROM THE POST OFFICE IN LINN, GO SOUTH
 AE1472'ON U.S. HIGHWAY 281 FOR 7.5 MILES TO A BOARD GATE ON THE
 AE1472'RIGHT AT A LEFT CURVE IN THE HIGHWAY AND THE STATION ON
 AE1472'THE RIGHT.
 AE1472'
 AE1472'STATION MARK IS A STANDARD DISK STAMPED 107 USBR 1946, SET
 AE1472'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 AE1472'IT IS 113 FEET NORTH OF A TELEPHONE POLE, 96 FEET SOUTHEAST
 AE1472'OF THE SOUTH GATE POST, 92 FEET WEST OF THE CENTER LINE OF
 AE1472'THE SOUTH BOUND LANE OF HIGHWAY 281, 33 FEET EAST OF A FENCE
 AE1472'AND 26 FEET NORTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER WITH
 AE1472'A TRIANGULAR BLAZE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 AE1472'
 AE1472'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED 107 USBR NO
 AE1472'3 1946, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 AE1472'INCHES.  IT IS 3 FEET NORTH OF THE WEST POST OF A LARGE
 AE1472'SIGN BOARD, 1.6 FEET NORTH OF A METAL WITNESS POST AND 1
 AE1472'FOOT EAST OF A FENCE.
 AE1472'
 AE1472'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED 107 USBR NO
 AE1472'4 1946, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 AE1472'INCHES.  IT IS 86 FEET WEST OF THE CENTER LINE OF THE SOUTH
 AE1472'BOUND LANE OF HIGHWAY 281, 3 FEET SOUTH OF THE SOUTH GATE
 AE1472'POST, 3 FEET NORTH OF A T-FENCE CORNER AND 1.5 FEET EAST OF
 AE1472'A FENCE.
 AE1472'
 AE1472'AZIMUTH MARK IS A STANDARD DISK STAMPED 107 USBR 1946 RESET
 AE1472'1961, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AE1472'IT IS 49 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND
 AE1472'LANE OF HIGHWAY 281, 2 FEET NORTH OF A NORTH GATE POST, 1.6
 AE1472'FEET WEST OF A METAL WITNESS POST, 1.5 FEET SOUTH OF A POWER
 AE1472'POLE NO. 6-128-1 AND 1 FOOT EAST OF A FENCE.
 AE1472'
 AE1472'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 AE1472'HIGHWAY 281 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT,
 AE1472'WEST SIDE OF THE HIGHWAY.
 AE1472'
 AE1472'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1472'
 AE1472'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1426 ***********************************************************************
 AH1426  DESIGNATION -  107 USE 1949
 AH1426  PID         -  AH1426
 AH1426  STATE/COUNTY-  TX/KLEBERG
 AH1426  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1426
 AH1426                         *CURRENT SURVEY CONTROL
 AH1426  ___________________________________________________________________
 AH1426* NAD 83(1993)-  27 24 21.37712(N)    097 22 26.08679(W)     ADJUSTED  
 AH1426* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1426  ___________________________________________________________________
 AH1426  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AH1426  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH1426
 AH1426  HORZ ORDER  -  THIRD
 AH1426
 AH1426.The horizontal coordinates were established by classical geodetic methods
 AH1426.and adjusted by the National Geodetic Survey in February 1996..
 AH1426
 AH1426.The orthometric height was scaled from a topographic map.
 AH1426
 AH1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1426
 AH1426.The geoid height was determined by GEOID03.
 AH1426
 AH1426;                    North         East     Units Scale Factor Converg.
 AH1426;SPC TX S     - 5,193,195.041   411,355.081   MT  0.99991966   +0 30 40.5
 AH1426;SPC TX S     -17,038,007.40  1,349,587.46   sFT  0.99991966   +0 30 40.5
 AH1426;UTM  14      - 3,032,448.147   660,761.709   MT  0.99991903   +0 44 55.1
 AH1426
 AH1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1426!SPC TX S     -   1.00000384  x   0.99991966  =   0.99992350
 AH1426!UTM  14      -   1.00000384  x   0.99991903  =   0.99992287
 AH1426
 AH1426:                Primary Azimuth Mark                     Grid Az
 AH1426:SPC TX S     -  CORPUS CHRI PORT ISABEL LT 69            039 50 04.2
 AH1426:UTM  14      -  CORPUS CHRI PORT ISABEL LT 69            039 35 49.6
 AH1426
 AH1426|---------------------------------------------------------------------|
 AH1426| PID    Reference Object                     Distance      Geod. Az  |
 AH1426|                                                           dddmmss.s |
 AH1426| AH1438 CORPUS CHRI PORT ISABEL LT 69       APPROX. 4.9 KM 0402044.7 |
 AH1426| AH1434 CORPUS CHRI PORT ISABEL LT 75       APPROX. 2.1 KM 0624001.4 |
 AH1426| AH1436 CORPUS CHRI PORT ISABEL LT 83       APPROX. 2.4 KM 1715550.0 |
 AH1426| AH1466 CORPUS CHRI PORT ISABEL LT 89       APPROX. 4.9 KM 1873855.9 |
 AH1426| AH1487 TANQUES DE LUIS WINDMILL            APPROX. 2.3 KM 2355028.4 |
 AH1426| AH1479 SORDO                               APPROX. 2.1 KM 3094046.1 |
 AH1426| AH1476 SORDO WINDMILL                      APPROX. 2.3 KM 3095938.5 |
 AH1426|---------------------------------------------------------------------|
 AH1426
 AH1426                          SUPERSEDED SURVEY CONTROL
 AH1426
 AH1426  NAD 83(1986)-  27 24 21.39114(N)    097 22 26.06327(W) AD(       ) 3
 AH1426  NAD 27      -  27 24 20.24400(N)    097 22 25.09800(W) AD(       ) 3
 AH1426
 AH1426.Superseded values are not recommended for survey control.
 AH1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1426.See file dsdata.txt to determine how the superseded data were derived.
 AH1426
 AH1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6076232448(NAD 83)
 AH1426_MARKER: DD = SURVEY DISK
 AH1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1426+STABILITY: SURFACE MOTION
 AH1426
 AH1426  HISTORY     - Date     Condition        Report By
 AH1426  HISTORY     - 1949     MONUMENTED       USE
 AH1426  HISTORY     - 1949     GOOD             CGS
 AH1426  HISTORY     - 1969     GOOD             CGS
 AH1426
 AH1426                          STATION DESCRIPTION
 AH1426
 AH1426'DESCRIBED BY US ENGINEERS 1949 (RLE)
 AH1426'ABOUT 21 MILES SOUTH-SOUTHWEST OF THE NAVAL AIR STATION, ON THE
 AH1426'LAURELES SECTION OF THE KING RANCH, 3.5 MILES SOUTH ALONG THE
 AH1426'SHORE OF LAGUNA MADRE FROM THE END OF A BLACK-TOP ROAD AND
 AH1426'FENCE AT NOVILLA WINDMILL, NEAR THE SOUTH END OF A BLUNT
 AH1426'ROUNDING POINT, ABOUT 800 FEET WEST OF THE WEST SHORE OF
 AH1426'LAGUNA MADRE, 377 FEET WEST OF THE WEST SIDE OF A SMALL
 AH1426'LAGOON, IN LOW SCATTERED BRUSH 1 TO 2 FEET HIGH, 200 FEET
 AH1426'SOUTHEAST OF THE SOUTHEAST POINT OF A MOTTE OF HEAVY BRUSH
 AH1426'6 TO 8 FEET HIGH, 70 FEET WEST OF THE EAST EDGE OF THE LOW
 AH1426'BRUSH, AND 21 FEET NORTH OF THE SOUTH EDGE OF THE LOW BRUSH.
 AH1426'THE STATION IS A P.I. ON A U.S. ENGINEER DEPT. TRAVERSE AND
 AH1426'IS STATION 129+989.28 ON THE TRAVERSE.  THE ELEVATION OF THE
 AH1426'STATION IS 6.07 FEET.  THE MARK IS A U.S. ENGINEER DEPT.
 AH1426'STANDARD DISK STAMPED 107 AND SET IN TOP OF A CONCRETE
 AH1426'POST 12 INCHES IN DIAMETER AND PROJECTING 2 INCHES
 AH1426'ABOVE GROUND.  THERE ARE NO REFERENCE MARKS.
 AH1426'
 AH1426'TO REACH FROM THE SOUTH GATE OF THE NAVAL AIR STATION GO
 AH1426'SOUTH ABOUT 5 MILES TO A GATE AT THE KING RANCH FENCE.  CONTINUE
 AH1426'SOUTH ON A SURFACED ROAD IN THE RANCH FOR ABOUT 9.0 MILES
 AH1426'TO A GATE ACROSS THE ROAD AT THE ENTRANCE TO FORMER NAVY
 AH1426'LANDING FIELD NO. 42.  TURN LEFT NORTH OF GATE AND FOLLOW
 AH1426'DIRT ROAD 1/4 MILE TO THE SHORE OF LAGUNA MADRE ON THE SOUTH
 AH1426'SIDE OF A TARGET RANGE.  FOLLOW TRAIL SOUTH ALONG SHORE
 AH1426'FOR ABOUT 3 MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE
 AH1426'SOUTH ALONG SHORE OF LAGUNA MADRE FOR 3.5 MILES AIRLINE
 AH1426'(ABOUT 4 MILES BY INDISTINCT TRAIL) TO THE STATION.
 AH1426
 AH1426                          STATION RECOVERY (1949)
 AH1426
 AH1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1426'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 AH1426'ADEQUATE.
 AH1426
 AH1426                          STATION RECOVERY (1969)
 AH1426
 AH1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1426'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN
 AH1426'EXCELLENT CONDITION.  THE ORIGINAL DESCRIPTION ADEQUATELY DESCRIBES
 AH1426'THE STATION.  A NEW TO REACH FOLLOWS--
 AH1426'
 AH1426'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AH1426'70 AND 286 IN THE COMMUNITY OF CHAPMAN RANCH, GO EAST ON
 AH1426'A MACADAM ROAD FOR 2.05 MILES TO THE WEST GATE ENTRANCE
 AH1426'OF THE LAURELES SECTION OF KINGS RANCH.  (OBTAIN PERMISSION FOR
 AH1426'ENTRY INTO RANCH.) PROCEED EASTERLY ON A SURFACED ROAD FOR
 AH1426'6.4 MILES TO A FORK.  TAKE RIGHT FORK AND GO SOUTHERLY 11.15
 AH1426'MILES TO A FORK.  CONTINUE SOUTHWESTERLY ON MAIN TRAVELED
 AH1426'ROAD (RIGHT FORK) FOR 0.25 MILE TO A T-INTERSECTION.  TURN
 AH1426'LEFT AND GO SOUTHEAST AND SOUTH 2.45 MILES TO A SIDEROAD
 AH1426'LEADING WESTERLY TO A WINDMILL.  TURN LEFT AND GO SOUTHEAST FOR
 AH1426'0.6 MILE TO A FORK.  TAKE LEFT FORK, SOUTHEASTERLY, FOR 0.45
 AH1426'MILE TO AN OLD OIL WELL SITE AND END OF TRUCK TRAVEL.  PACK
 AH1426'LEFT, UP SHORE LINE, FOR APPROXIMATELY 1.4 MILES TO THE
 AH1426'STATION AS DESCRIBED.
 AH1426'
 AH1426'NOTE--THE STATION IS 2 FEET NORTH OF A WITNESS POST WITH
 AH1426'SIGN.
 AH1426'
 AH1426'SORDO WINDMILL IS 312 DEGREES MAG. AND IS V.G. FROM STATION.
 AH1426'
 AH1426'TANKES DE LUIS WINDMILL IS 237 DEGREES MAG. AND IS V.G. TO
 AH1426'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0123 ***********************************************************************
 EN0123  DESIGNATION -  1071+76
 EN0123  PID         -  EN0123
 EN0123  STATE/COUNTY-  TX/HALL
 EN0123  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0123
 EN0123                         *CURRENT SURVEY CONTROL
 EN0123  ___________________________________________________________________
 EN0123* NAD 83(1986)-  34 28 40.     (N)    100 45 11.     (W)     SCALED    
 EN0123* NAVD 88     -       679.594  (meters)    2229.63   (feet)  ADJUSTED  
 EN0123  ___________________________________________________________________
 EN0123  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EN0123  DYNAMIC HT  -         678.802 (meters)    2227.04  (feet)  COMP
 EN0123  MODELED GRAV-     979,448.8   (mgal)                       NAVD 88
 EN0123
 EN0123  VERT ORDER  -  FIRST     CLASS II
 EN0123
 EN0123.The horizontal coordinates were scaled from a topographic map and have
 EN0123.an estimated accuracy of +/- 6 seconds.
 EN0123
 EN0123.The orthometric height was determined by differential leveling
 EN0123.and adjusted by the National Geodetic Survey in June 1991..
 EN0123
 EN0123.The geoid height was determined by GEOID03.
 EN0123
 EN0123.The dynamic height is computed by dividing the NAVD 88
 EN0123.geopotential number by the normal gravity value computed on the
 EN0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0123.degrees latitude (g = 980.6199 gals.).
 EN0123
 EN0123.The modeled gravity was interpolated from observed gravity values.
 EN0123
 EN0123;                    North         East    Units  Estimated Accuracy
 EN0123;SPC TX N     - 1,053,260.      268,620.      MT  (+/- 180 meters Scaled)
 EN0123
 EN0123                          SUPERSEDED SURVEY CONTROL
 EN0123
 EN0123  NGVD 29 (??/??/92)  679.292  (m)         2228.64   (f) ADJ UNCH    1 2
 EN0123
 EN0123.Superseded values are not recommended for survey control.
 EN0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0123.See file dsdata.txt to determine how the superseded data were derived.
 EN0123
 EN0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD390165(NAD 83)
 EN0123_MARKER: Z = SEE DESCRIPTION
 EN0123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0123
 EN0123  HISTORY     - Date     Condition        Report By
 EN0123  HISTORY     - UNK      MONUMENTED       BNRR
 EN0123  HISTORY     - 1933     GOOD             NGS
 EN0123  HISTORY     - 1934     GOOD             NGS
 EN0123
 EN0123                          STATION DESCRIPTION
 EN0123
 EN0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0123'11.7 MI NE FROM TURKEY.
 EN0123'11.7 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0123'THE STATION AT TURKEY, HALL COUNTY, ABOUT 1.6 MILES NORTHEAST OF THE
 EN0123'SIGNBOARD AT TAMPICO, AT STATION 1071 + 76 (MILEAGE 257.34), ABOUT 85
 EN0123'YARDS NORTH OF THE ONE MILE TO STATION SIGN, ABOUT 35 YARDS WEST OF
 EN0123'BRIDGE P 257.34, AND ABOUT 30 YARDS NORTHWEST OF THE TRACK. THE TOP OF
 EN0123'A CONCRETE-FILLED PIPE PROJECTING ABOUT 12 INCHES ABOVE GROUND.
 EN0123
 EN0123                          STATION RECOVERY (1934)
 EN0123
 EN0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0016 ***********************************************************************
 DO0016  DESIGNATION -  107.30
 DO0016  PID         -  DO0016
 DO0016  STATE/COUNTY-  TX/CLAY
 DO0016  USGS QUAD   -  SLOOP CREEK (1981)
 DO0016
 DO0016                         *CURRENT SURVEY CONTROL
 DO0016  ___________________________________________________________________
 DO0016* NAD 83(1986)-  33 52 29.     (N)    098 22 56.     (W)     SCALED    
 DO0016* NAVD 88     -       283.746  (meters)     930.92   (feet)  ADJUSTED  
 DO0016  ___________________________________________________________________
 DO0016  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DO0016  DYNAMIC HT  -         283.434 (meters)     929.90  (feet)  COMP
 DO0016  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 DO0016
 DO0016  VERT ORDER  -  FIRST     CLASS II
 DO0016
 DO0016.The horizontal coordinates were scaled from a topographic map and have
 DO0016.an estimated accuracy of +/- 6 seconds.
 DO0016
 DO0016.The orthometric height was determined by differential leveling
 DO0016.and adjusted by the National Geodetic Survey in June 1991..
 DO0016
 DO0016.The geoid height was determined by GEOID03.
 DO0016
 DO0016.The dynamic height is computed by dividing the NAVD 88
 DO0016.geopotential number by the normal gravity value computed on the
 DO0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0016.degrees latitude (g = 980.6199 gals.).
 DO0016
 DO0016.The modeled gravity was interpolated from observed gravity values.
 DO0016
 DO0016;                    North         East    Units  Estimated Accuracy
 DO0016;SPC TXNC     - 2,244,870.      610,900.      MT  (+/- 180 meters Scaled)
 DO0016
 DO0016                          SUPERSEDED SURVEY CONTROL
 DO0016
 DO0016  NGVD 29 (??/??/92)  283.680  (m)          930.71   (f) ADJ UNCH    1 2
 DO0016
 DO0016.Superseded values are not recommended for survey control.
 DO0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0016.See file dsdata.txt to determine how the superseded data were derived.
 DO0016
 DO0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC571484(NAD 83)
 DO0016_MARKER: Q = CHISELED SQUARE
 DO0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0016_SP_SET: PARAPET
 DO0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0016
 DO0016  HISTORY     - Date     Condition        Report By
 DO0016  HISTORY     - UNK      MONUMENTED       BNRR
 DO0016  HISTORY     - 1950     GOOD             NGS
 DO0016
 DO0016                          STATION DESCRIPTION
 DO0016
 DO0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0016'2.1 MI NW FROM JOLLY.
 DO0016'2.1 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0016'JOLLY, CLAY COUNTY, AT BRIDGE 107.30, AND ON THE NORTHWEST CORNER OF
 DO0016'THE SOUTH PARAPET.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3692 ***********************************************************************
 AW3692  DESIGNATION -  1076+10.61 450 HSC 53
 AW3692  PID         -  AW3692
 AW3692  STATE/COUNTY-  TX/HARRIS
 AW3692  USGS QUAD   -  PASADENA (1995)
 AW3692
 AW3692                         *CURRENT SURVEY CONTROL
 AW3692  ___________________________________________________________________
 AW3692* NAD 83(1986)-  29 43 18.     (N)    095 14 18.     (W)     SCALED    
 AW3692* NAVD 88     -         5.26   (+/-2cm)      17.3    (feet)  VERTCON   
 AW3692  ___________________________________________________________________
 AW3692  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3692
 AW3692  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3692
 AW3692.The horizontal coordinates were scaled from a topographic map and have
 AW3692.an estimated accuracy of +/- 6 seconds.
 AW3692
 AW3692.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3692.The vertical order pertains to the NGVD 29 superseded value.
 AW3692
 AW3692.The geoid height was determined by GEOID03.
 AW3692
 AW3692;                    North         East    Units  Estimated Accuracy
 AW3692;SPC TXSC     - 4,215,130.      963,850.      MT  (+/- 180 meters Scaled)
 AW3692
 AW3692                          SUPERSEDED SURVEY CONTROL
 AW3692
 AW3692  NGVD 29 (??/??/92)    5.261  (m)           17.26   (f) ADJ UNCH    1 2
 AW3692
 AW3692.Superseded values are not recommended for survey control.
 AW3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3692.See file dsdata.txt to determine how the superseded data were derived.
 AW3692
 AW3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN834900(NAD 83)
 AW3692_MARKER: DD = SURVEY DISK
 AW3692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3692_STAMPING: 1076+10.61 450 HSC 53
 AW3692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3692+STABILITY: SURFACE MOTION
 AW3692
 AW3692  HISTORY     - Date     Condition        Report By
 AW3692  HISTORY     - UNK      MONUMENTED       USE
 AW3692  HISTORY     - 1959     GOOD             NGS
 AW3692  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3692
 AW3692                          STATION DESCRIPTION
 AW3692
 AW3692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3692'2.2 MI SW FROM PASADENA.
 AW3692'ABOUT 2.2 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3692'NORTH ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE KATY
 AW3692'TERMINAL PROPERTY, 24 FEET NORTHWEST OF THE HIGH WATER LINE, 287 FEET
 AW3692'SOUTHWEST OF A POWER POLE SUPPORTING TWO LARGE DOCK LIGHTS, AND IN THE
 AW3692'TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND. NOTE--
 AW3692'BELIEVED TO HAVE BEEN WASHED INTO THE CHANNEL.
 AW3692
 AW3692                          STATION RECOVERY (1964)
 AW3692
 AW3692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0015 ***********************************************************************
 DO0015  DESIGNATION -  107.77
 DO0015  PID         -  DO0015
 DO0015  STATE/COUNTY-  TX/CLAY
 DO0015  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0015
 DO0015                         *CURRENT SURVEY CONTROL
 DO0015  ___________________________________________________________________
 DO0015* NAD 83(1986)-  33 52 34.     (N)    098 23 23.     (W)     SCALED    
 DO0015* NAVD 88     -       285.853  (meters)     937.84   (feet)  ADJUSTED  
 DO0015  ___________________________________________________________________
 DO0015  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DO0015  DYNAMIC HT  -         285.539 (meters)     936.81  (feet)  COMP
 DO0015  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 DO0015
 DO0015  VERT ORDER  -  FIRST     CLASS II
 DO0015
 DO0015.The horizontal coordinates were scaled from a topographic map and have
 DO0015.an estimated accuracy of +/- 6 seconds.
 DO0015
 DO0015.The orthometric height was determined by differential leveling
 DO0015.and adjusted by the National Geodetic Survey in June 1991..
 DO0015
 DO0015.The geoid height was determined by GEOID03.
 DO0015
 DO0015.The dynamic height is computed by dividing the NAVD 88
 DO0015.geopotential number by the normal gravity value computed on the
 DO0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0015.degrees latitude (g = 980.6199 gals.).
 DO0015
 DO0015.The modeled gravity was interpolated from observed gravity values.
 DO0015
 DO0015;                    North         East    Units  Estimated Accuracy
 DO0015;SPC TXNC     - 2,245,020.      610,200.      MT  (+/- 180 meters Scaled)
 DO0015
 DO0015                          SUPERSEDED SURVEY CONTROL
 DO0015
 DO0015  NGVD 29 (??/??/92)  285.786  (m)          937.62   (f) ADJ UNCH    1 2
 DO0015
 DO0015.Superseded values are not recommended for survey control.
 DO0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0015.See file dsdata.txt to determine how the superseded data were derived.
 DO0015
 DO0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC564485(NAD 83)
 DO0015_MARKER: Q = CHISELED SQUARE
 DO0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0015_SP_SET: PARAPET
 DO0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0015
 DO0015  HISTORY     - Date     Condition        Report By
 DO0015  HISTORY     - UNK      MONUMENTED       BNRR
 DO0015  HISTORY     - 1950     GOOD             NGS
 DO0015
 DO0015                          STATION DESCRIPTION
 DO0015
 DO0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0015'2.6 MI NW FROM JOLLY.
 DO0015'2.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0015'JOLLY, CLAY COUNTY, AT BRIDGE 107.77, AND ON THE NORTHWEST CORNER OF
 DO0015'THE NORTH PARAPET.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3694 ***********************************************************************
 AW3694  DESIGNATION -  1079+00 350 HSC 53
 AW3694  PID         -  AW3694
 AW3694  STATE/COUNTY-  TX/HARRIS
 AW3694  USGS QUAD   -  PASADENA (1995)
 AW3694
 AW3694                         *CURRENT SURVEY CONTROL
 AW3694  ___________________________________________________________________
 AW3694* NAD 83(1986)-  29 43 16.     (N)    095 14 21.     (W)     SCALED    
 AW3694* NAVD 88     -         4.34   (+/-2cm)      14.2    (feet)  VERTCON   
 AW3694  ___________________________________________________________________
 AW3694  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3694
 AW3694  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3694
 AW3694.The horizontal coordinates were scaled from a topographic map and have
 AW3694.an estimated accuracy of +/- 6 seconds.
 AW3694
 AW3694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3694.The vertical order pertains to the NGVD 29 superseded value.
 AW3694
 AW3694.The geoid height was determined by GEOID03.
 AW3694
 AW3694;                    North         East    Units  Estimated Accuracy
 AW3694;SPC TXSC     - 4,215,070.      963,780.      MT  (+/- 180 meters Scaled)
 AW3694
 AW3694                          SUPERSEDED SURVEY CONTROL
 AW3694
 AW3694  NGVD 29 (??/??/92)    4.340  (m)           14.24   (f) ADJ UNCH    1 2
 AW3694
 AW3694.Superseded values are not recommended for survey control.
 AW3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3694.See file dsdata.txt to determine how the superseded data were derived.
 AW3694
 AW3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN834899(NAD 83)
 AW3694_MARKER: DD = SURVEY DISK
 AW3694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3694_STAMPING: 1079+00 350 H S C 53
 AW3694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3694+STABILITY: SURFACE MOTION
 AW3694
 AW3694  HISTORY     - Date     Condition        Report By
 AW3694  HISTORY     - UNK      MONUMENTED       USE
 AW3694  HISTORY     - 1959     GOOD             NGS
 AW3694  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3694
 AW3694                          STATION DESCRIPTION
 AW3694
 AW3694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3694'2.3 MI SW FROM PASADENA.
 AW3694'ABOUT 2.3 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3694'NORTH ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE KATY
 AW3694'TERMINAL PROPERTY, 52 FEET EAST OF A STEEL MESH FENCE DIVIDING THE
 AW3694'KATY TERMINAL AND THE BUTLER CHEMICAL COMPANY PROPERTY, 25 FEET
 AW3694'NORTHWEST OF THE HIGH WATER LINE OF THE CHANNEL, 13 FEET SOUTH OF THE
 AW3694'SOUTH END OF A 2 X 9-FOOT CONCRETE FOUNDATION, 2 FEET SOUTHEAST OF A
 AW3694'METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST, POURED IN
 AW3694'PLACE, FLUSH WITH THE GROUND.
 AW3694
 AW3694                          STATION RECOVERY (1964)
 AW3694
 AW3694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0418 ***********************************************************************
 CE0418  DESIGNATION -  108
 CE0418  PID         -  CE0418
 CE0418  STATE/COUNTY-  TX/EL PASO
 CE0418  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0418
 CE0418                         *CURRENT SURVEY CONTROL
 CE0418  ___________________________________________________________________
 CE0418* NAD 83(1993)-  31 53 56.53479(N)    106 24 25.75903(W)     ADJUSTED  
 CE0418* NAVD 88     -      1198.371  (meters)    3931.66   (feet)  ADJUSTED  
 CE0418  ___________________________________________________________________
 CE0418  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 CE0418  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0418  DYNAMIC HT  -        1196.554 (meters)    3925.69  (feet)  COMP
 CE0418  MODELED GRAV-     979,082.1   (mgal)                       NAVD 88
 CE0418
 CE0418  HORZ ORDER  -  SECOND
 CE0418  VERT ORDER  -  FIRST     CLASS II
 CE0418
 CE0418.The horizontal coordinates were established by classical geodetic methods
 CE0418.and adjusted by the National Geodetic Survey in February 1996..
 CE0418.No horizontal observational check was made to the station.
 CE0418
 CE0418.The orthometric height was determined by differential leveling
 CE0418.and adjusted by the National Geodetic Survey in June 1991..
 CE0418
 CE0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0418
 CE0418.The geoid height was determined by GEOID03.
 CE0418
 CE0418.The dynamic height is computed by dividing the NAVD 88
 CE0418.geopotential number by the normal gravity value computed on the
 CE0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0418.degrees latitude (g = 980.6199 gals.).
 CE0418
 CE0418.The modeled gravity was interpolated from observed gravity values.
 CE0418
 CE0418;                    North         East     Units Scale Factor Converg.
 CE0418;SPC TX C     - 3,263,163.512   125,720.457   MT  1.00000426   -3 07 42.2
 CE0418;SPC TX C     -10,705,895.62    412,467.87   sFT  1.00000426   -3 07 42.2
 CE0418;UTM  13      - 3,530,108.397   366,935.272   MT  0.99981837   -0 44 37.3
 CE0418
 CE0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0418!SPC TX C     -   0.99981563  x   1.00000426  =   0.99981989
 CE0418!UTM  13      -   0.99981563  x   0.99981837  =   0.99963404
 CE0418
 CE0418                          SUPERSEDED SURVEY CONTROL
 CE0418
 CE0418  NAD 83(1993)-  31 53 56.53600(N)    106 24 25.75909(W) AD(       ) 2
 CE0418  NAD 83(1986)-  31 53 56.53867(N)    106 24 25.75784(W) AD(       ) 2
 CE0418  NAD 27      -  31 53 56.15853(N)    106 24 23.80739(W) AD(       ) 2
 CE0418  NGVD 29 (07/19/86) 1198.5    (m)         3932.     (f) VERT ANG       
 CE0418
 CE0418.Superseded values are not recommended for survey control.
 CE0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0418.See file dsdata.txt to determine how the superseded data were derived.
 CE0418
 CE0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6693530108(NAD 83)
 CE0418_MARKER: DB = BENCH MARK DISK
 CE0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0418_SP_SET: CONCRETE POST
 CE0418_STAMPING: BM 108
 CE0418_MARK LOGO: TXHD  
 CE0418_PROJECTION: FLUSH
 CE0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0418+STABILITY: SURFACE MOTION
 CE0418
 CE0418  HISTORY     - Date     Condition        Report By
 CE0418  HISTORY     - 1981     MONUMENTED       TXHD
 CE0418  HISTORY     - 1981     GOOD             NGS
 CE0418
 CE0418                          STATION DESCRIPTION
 CE0418
 CE0418'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1981 (DCF)
 CE0418'THE STATION IS LOCATED ABOUT 11.1 KM (7 MI) NORTH OF THE
 CE0418'INTERNATIONAL AIRPORT, 8.0 KM (5 MI) EAST OF NORTH FRANKLIN
 CE0418'MOUNTAIN AND IN THE MEDIAN OF TRANS MOUNTAIN ROAD..
 CE0418'OWNERSHIP--STATE HIGHWAY DEPARTMENT, PERMISSION FROM LYLE D.
 CE0418'SCARBROUGH, SUPERVISING DESIGN ENGINEER, 212 NORTH CLARK,
 CE0418'EL PASO, TEXAS, 79905, TELEPHONE NUMBER 915-778-4254.
 CE0418'
 CE0418'TO REACH THE STATION FROM THE JUNCTION OF TEXAS FARM ROAD
 CE0418'3255 (WAR ROAD) AND LOOP 375 (TRANS MOUNTAIN ROAD),
 CE0418'GO EAST ON TRANS MOUNTAIN ROAD FOR 3.3 KM
 CE0418'(2.05 MI) TO U.S. HIGHWAY 54 (DYER STREET), CONTINUE AHEAD FOR
 CE0418'0.15 KM (0.1 MI) TO THE STATION ON THE LEFT AS DESCRIBED.
 CE0418'
 CE0418'THE STATION IS A STANDARD TXHD BENCH MARK DISK
 CE0418'STAMPED---BM 108---,
 CE0418'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 CE0418'FLUSH WITH GROUND.  IT IS LOCATED
 CE0418'23.9 METERS (78.5 FT) WEST FROM THE WEST CURB OF MCCOMBS ROAD,
 CE0418'17.2 METERS (56.5 FT) NORTH FROM THE NORTH CURB OF TRANS MOUNTAIN
 CE0418'ROAD, EAST BOUND AND
 CE0418'17.2 METERS (56.5 FT) SOUTH FROM THE SOUTH CURB OF TRANS MOUNTAIN
 CE0418'ROAD, WEST BOUND.
 CE0418'
 CE0418'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CE0418
 CE0418                          STATION RECOVERY (1981)
 CE0418
 CE0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0418'IN EL PASO.
 CE0418'IN EL PASO, AT  THE INTERSECTION OF TRANS MOUNTAIN ROAD AND MCCOMBS
 CE0418'STREET, 24.0 METERS (78.9 FT) WEST OF THE WEST CURB OF THE SOUTH
 CE0418'BOUND LANES OF MCCOMBS STREET, 17.4 METERS (57.0 FT) NORTH OF THE
 CE0418'NORTH CURB OF THE EAST BOUND LANES OF TRANS MOUNTAIN ROAD, 17.2
 CE0418'METERS (56.5 FT) SOUTH OF THE SOUTH CURB OF THE WEST BOUND LANES
 CE0418'OF TRANS MOUNTAIN ROAD AND 9.8 METERS (32.4 FT) WEST OF TRIANGULATION
 CE0418'STATION TRANS.
 CE0418'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2661 ***********************************************************************
 CS2661  DESIGNATION -  108
 CS2661  PID         -  CS2661
 CS2661  STATE/COUNTY-  TX/HENDERSON
 CS2661  USGS QUAD   -  STYX (1962)
 CS2661
 CS2661                         *CURRENT SURVEY CONTROL
 CS2661  ___________________________________________________________________
 CS2661* NAD 83(1993)-  32 16 17.86223(N)    096 17 03.28305(W)     ADJUSTED  
 CS2661* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 CS2661  ___________________________________________________________________
 CS2661  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CS2661  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS2661
 CS2661  HORZ ORDER  -  SECOND
 CS2661
 CS2661.The horizontal coordinates were established by classical geodetic methods
 CS2661.and adjusted by the National Geodetic Survey in February 1996..
 CS2661
 CS2661.The orthometric height was scaled from a topographic map.
 CS2661
 CS2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2661
 CS2661.The geoid height was determined by GEOID03.
 CS2661
 CS2661;                    North         East     Units Scale Factor Converg.
 CS2661;SPC TXNC     - 2,069,286.900   808,731.144   MT  0.99996457   +1 12 30.5
 CS2661;SPC TXNC     - 6,788,985.44  2,653,312.09   sFT  0.99996457   +1 12 30.5
 CS2661;UTM  14      - 3,573,782.659   755,799.908   MT  1.00040700   +1 27 03.0
 CS2661
 CS2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2661!SPC TXNC     -   0.99999018  x   0.99996457  =   0.99995475
 CS2661!UTM  14      -   0.99999018  x   1.00040700  =   1.00039718
 CS2661
 CS2661                          SUPERSEDED SURVEY CONTROL
 CS2661
 CS2661  NAD 83(1986)-  32 16 17.86924(N)    096 17 03.26617(W) AD(       ) 2
 CS2661  NAD 27      -  32 16 17.34200(N)    096 17 02.34400(W) AD(       ) 2
 CS2661
 CS2661.Superseded values are not recommended for survey control.
 CS2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2661.See file dsdata.txt to determine how the superseded data were derived.
 CS2661
 CS2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA5580073783(NAD 83)
 CS2661_MARKER: Z = SEE DESCRIPTION
 CS2661_SETTING: 0 = UNSPECIFIED SETTING
 CS2661
 CS2661  HISTORY     - Date     Condition        Report By
 CS2661  HISTORY     - 1947     MONUMENTED       CGS
 CS2661
 CS2661                          STATION DESCRIPTION
 CS2661
 CS2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS2661'SEE STATION ALEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2316 ***********************************************************************
 AN2316  DESIGNATION -  1080
 AN2316  PID         -  AN2316
 AN2316  STATE/COUNTY-  TX/ARANSAS
 AN2316  USGS QUAD   -  ST CHARLES BAY (1973)
 AN2316
 AN2316                         *CURRENT SURVEY CONTROL
 AN2316  ___________________________________________________________________
 AN2316* NAD 83(1993)-  28 09 49.52834(N)    096 53 23.99845(W)     ADJUSTED  
 AN2316* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AN2316  ___________________________________________________________________
 AN2316  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AN2316  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN2316
 AN2316  HORZ ORDER  -  THIRD
 AN2316
 AN2316.The horizontal coordinates were established by classical geodetic methods
 AN2316.and adjusted by the National Geodetic Survey in February 1996..
 AN2316
 AN2316.The orthometric height was scaled from a topographic map.
 AN2316
 AN2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2316
 AN2316.The geoid height was determined by GEOID03.
 AN2316
 AN2316;                    North         East     Units Scale Factor Converg.
 AN2316;SPC TXSC     - 4,038,491.833   807,232.302   MT  1.00007026   +1 02 01.4
 AN2316;SPC TXSC     -13,249,618.62  2,648,394.64   sFT  1.00007026   +1 02 01.4
 AN2316;SPC TX S     - 5,277,685.108   458,134.177   MT  1.00010034   +0 43 51.4
 AN2316;SPC TX S     -17,315,205.23  1,503,061.88   sFT  1.00010034   +0 43 51.4
 AN2316;UTM  14      - 3,117,143.928   707,172.243   MT  1.00012976   +0 59 46.5
 AN2316
 AN2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2316!SPC TXSC     -   1.00000424  x   1.00007026  =   1.00007450
 AN2316!SPC TX S     -   1.00000424  x   1.00010034  =   1.00010458
 AN2316!UTM  14      -   1.00000424  x   1.00012976  =   1.00013400
 AN2316
 AN2316                          SUPERSEDED SURVEY CONTROL
 AN2316
 AN2316  NAD 83(1986)-  28 09 49.53653(N)    096 53 23.97855(W) AD(       ) 3
 AN2316  NAD 27      -  28 09 48.49400(N)    096 53 23.01900(W) AD(       ) 3
 AN2316
 AN2316.Superseded values are not recommended for survey control.
 AN2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2316.See file dsdata.txt to determine how the superseded data were derived.
 AN2316
 AN2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0717217144(NAD 83)
 AN2316_MARKER: I = METAL ROD
 AN2316_SETTING: 0 = UNSPECIFIED SETTING
 AN2316
 AN2316  HISTORY     - Date     Condition        Report By
 AN2316  HISTORY     - 1934     MONUMENTED       USE
 AN2316  HISTORY     - 1942     GOOD             USE
 AN2316  HISTORY     - 1947     GOOD             CGS
 AN2316  HISTORY     - 1969     GOOD             CGS
 AN2316
 AN2316                          STATION DESCRIPTION
 AN2316
 AN2316'DESCRIBED BY US ENGINEERS 1934 (EOH)
 AN2316'STATION IS ABOUT 7 MILES ENE OF LAMAR, ON THE N SHORE OF
 AN2316'MULLETT BAY, AT THE EXTREME W END OF BAY WHERE IT FORMS A
 AN2316'BOTTLE NECK.  IT IS 0.2 MILE NW OF POINT WHERE BOTTLE-NECK
 AN2316'FORMATION BEGINS AND 70 METERS SW OF A FENCE LEADING NW AND
 AN2316'SE.
 AN2316'
 AN2316'STATION IS MARKED BY AN 8-INCH TILE FILLED WITH CONCRETE
 AN2316'WITH FLANGED BRASS PIPE FOR A CENTER.
 AN2316'
 AN2316'NO REFERENCE MARK WAS SET.
 AN2316'
 AN2316'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--END
 AN2316'OF DEER-PROOF FENCE AT BAY SHORE (0.2 MILE DISTANT) 121 DEG.
 AN2316'CORNER OF FENCE WHERE NW AND SE FENCE TURNS SW (0.7 MILE
 AN2316'DISTANT), 325 DEG.
 AN2316'
 AN2316'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 AN2316
 AN2316                          STATION RECOVERY (1942)
 AN2316
 AN2316'RECOVERY NOTE BY US ENGINEERS 1942
 AN2316'DESCRIPTION GOOD.
 AN2316
 AN2316                          STATION RECOVERY (1947)
 AN2316
 AN2316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2316'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  MARK
 AN2316'IS FLUSH WITH THE MARSH AND IS NEAR SEVERAL LARGE STAKES.
 AN2316
 AN2316                          STATION RECOVERY (1969)
 AN2316
 AN2316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2316'THE STATION SITE WAS VISITED AND THE MARK WAS RECOVERED
 AN2316'ABOUT AS DESCRIBED IN 1934, HOWEVER THE FENCE MENTIONED
 AN2316'IS GONE AND SUNDOWN BAY IS NOW THE NAME OF THE BAY FORMERLY
 AN2316'KNOWN AS MULLETT BAY.  A MORE COMPLETE DESCRIPTION FOLLOWS--
 AN2316'
 AN2316'THE STATION IS 13-1/2 MILES NORTHEAST OF ROCKPORT, 6-3/4
 AN2316'MILES EAST-NORTHEAST OF GOOSE ISLAND STATE PARK, 0.4 MILE
 AN2316'NORTHWEST OF THE INTRACOASTAL WATERWAY, 0.2 MILE NORTHWEST
 AN2316'OF THE SOUTHWEST END OF SUNDOWN BAY WHERE IT NARROWS DOWN
 AN2316'AND BECOMES A SLOUGH AND IN FLAT MARSH LAND ON THE SOUTHEAST
 AN2316'SHORE OF THE BLACKJACK PENINSULA.
 AN2316'
 AN2316'THE STATION WAS REACHED FROM THE PUBLIC BOAT LANDING AT THE
 AN2316'GOOSE ISLAND STATE PARK BY BOAT BY GOING EAST ABOUT 4-1/4
 AN2316'MILE TO THE INTRACOASTAL WATERWAY, THENCE NORTH-NORTHEAST
 AN2316'ON THE WATERWAY FOR ABOUT 4 MILES TO INTRACOASTAL WATERWAY
 AN2316'STATION 819+000.  GO WEST ON SMALL SLOUGH THAT IS 200 FEET
 AN2316'NORTH OF STATION 819 FOR 150 YARDS, THENCE RIGHT,
 AN2316'NORTH-NORTHEAST ON LARGER SLOUGH, PASSING WOOD PILINGS ON THE
 AN2316'RIGHT AT THE ENTRANCE TO THIS SLOUGH, FOR ABOUT 0.3 MILE
 AN2316'TO THE SOUTHWEST END OF SUNDOWN BAY.  TAKE THE FIRST SMALL
 AN2316'SLOUGH ON THE LEFT AND FOLLOW IT NORTHWEST AND NORTHERLY
 AN2316'0.15 MILE TO THE STATION ON THE RIGHT.
 AN2316'
 AN2316'THE STATION MARK IS BRASS FLANGED PIPE, STAMPED 1080, SET
 AN2316'IN THE CENTER OF CONCRETE FILLED FOUR INCH TILE THAT PROJECTS
 AN2316'1 FOOT.  IT IS AT THE NORTHWEST PART OF A SLIGHT HUMP IN
 AN2316'THE MARSH AND IN A SMALL POOL OF WATER THAT IS IN THE CENTER
 AN2316'OF THE HUMP AND 2 FEET SOUTH OF WITNESS POST WITH SIGN.
 AN2316'THE TILE IS SLIGHTLY LOOSE IN THE GROUND AND LEANING TO
 AN2316'THE NORTH-NORTHEAST VERY SLIGHTLY.
 AN2316'
 AN2316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13-1/2
 AN2316'MILES NORTHEAST OF ROCKPORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0014 ***********************************************************************
 DO0014  DESIGNATION -  108.01
 DO0014  PID         -  DO0014
 DO0014  STATE/COUNTY-  TX/CLAY
 DO0014  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0014
 DO0014                         *CURRENT SURVEY CONTROL
 DO0014  ___________________________________________________________________
 DO0014* NAD 83(1986)-  33 52 37.     (N)    098 23 37.     (W)     SCALED    
 DO0014* NAVD 88     -       287.665  (meters)     943.78   (feet)  ADJUSTED  
 DO0014  ___________________________________________________________________
 DO0014  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DO0014  DYNAMIC HT  -         287.349 (meters)     942.74  (feet)  COMP
 DO0014  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 DO0014
 DO0014  VERT ORDER  -  FIRST     CLASS II
 DO0014
 DO0014.The horizontal coordinates were scaled from a topographic map and have
 DO0014.an estimated accuracy of +/- 6 seconds.
 DO0014
 DO0014.The orthometric height was determined by differential leveling
 DO0014.and adjusted by the National Geodetic Survey in June 1991..
 DO0014
 DO0014.The geoid height was determined by GEOID03.
 DO0014
 DO0014.The dynamic height is computed by dividing the NAVD 88
 DO0014.geopotential number by the normal gravity value computed on the
 DO0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0014.degrees latitude (g = 980.6199 gals.).
 DO0014
 DO0014.The modeled gravity was interpolated from observed gravity values.
 DO0014
 DO0014;                    North         East    Units  Estimated Accuracy
 DO0014;SPC TXNC     - 2,245,110.      609,840.      MT  (+/- 180 meters Scaled)
 DO0014
 DO0014                          SUPERSEDED SURVEY CONTROL
 DO0014
 DO0014  NGVD 29 (??/??/92)  287.596  (m)          943.55   (f) ADJ UNCH    1 2
 DO0014
 DO0014.Superseded values are not recommended for survey control.
 DO0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0014.See file dsdata.txt to determine how the superseded data were derived.
 DO0014
 DO0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC560486(NAD 83)
 DO0014_MARKER: Q = CHISELED SQUARE
 DO0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0014_SP_SET: PARAPET
 DO0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0014
 DO0014  HISTORY     - Date     Condition        Report By
 DO0014  HISTORY     - UNK      MONUMENTED       BNRR
 DO0014  HISTORY     - 1950     GOOD             NGS
 DO0014
 DO0014                          STATION DESCRIPTION
 DO0014
 DO0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0014'2.8 MI NW FROM JOLLY.
 DO0014'2.8 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0014'JOLLY, CLAY COUNTY, AT BRIDGE 108.01, AND ON THE NORTHWEST CORNER OF
 DO0014'THE NORTH PARAPET.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1451 ***********************************************************************
 AE1451  DESIGNATION -  109
 AE1451  PID         -  AE1451
 AE1451  STATE/COUNTY-  TX/HIDALGO
 AE1451  USGS QUAD   -  HARGILL (1963)
 AE1451
 AE1451                         *CURRENT SURVEY CONTROL
 AE1451  ___________________________________________________________________
 AE1451* NAD 83(1993)-  26 26 32.63247(N)    098 04 05.07425(W)     ADJUSTED  
 AE1451* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AE1451  ___________________________________________________________________
 AE1451  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AE1451  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AE1451
 AE1451  HORZ ORDER  -  SECOND
 AE1451
 AE1451.The horizontal coordinates were established by classical geodetic methods
 AE1451.and adjusted by the National Geodetic Survey in February 1996..
 AE1451
 AE1451.The orthometric height was scaled from a topographic map.
 AE1451
 AE1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1451
 AE1451.The geoid height was determined by GEOID03.
 AE1451
 AE1451;                    North         East     Units Scale Factor Converg.
 AE1451;SPC TX S     - 5,086,019.318   343,077.388   MT  0.99994199   +0 11 45.9
 AE1451;SPC TX S     -16,686,381.71  1,125,579.73   sFT  0.99994199   +0 11 45.9
 AE1451;UTM  14      - 2,925,014.619   592,915.153   MT  0.99970659   +0 24 54.0
 AE1451
 AE1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1451!SPC TX S     -   1.00000016  x   0.99994199  =   0.99994215
 AE1451!UTM  14      -   1.00000016  x   0.99970659  =   0.99970675
 AE1451
 AE1451|---------------------------------------------------------------------|
 AE1451| PID    Reference Object                     Distance      Geod. Az  |
 AE1451|                                                           dddmmss.s |
 AE1451| CV2400 109 RM 3                             18.756 METERS 07603     |
 AE1451| CV2398 109 RM 1                             19.315 METERS 09438     |
 AE1451| CV2397 109 AZ MK 2                                        0985920.6 |
 AE1451| CV2396 109 AZ MK                                          09910     |
 AE1451| CV2399 109 RM 2                             20.792 METERS 18811     |
 AE1451|---------------------------------------------------------------------|
 AE1451
 AE1451                          SUPERSEDED SURVEY CONTROL
 AE1451
 AE1451  NAD 83(1986)-  26 26 32.63950(N)    098 04 05.03969(W) AD(       ) 2
 AE1451  NAD 27      -  26 26 31.39858(N)    098 04 04.01435(W) AD(       ) 2
 AE1451
 AE1451.Superseded values are not recommended for survey control.
 AE1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1451.See file dsdata.txt to determine how the superseded data were derived.
 AE1451
 AE1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ9291525015(NAD 83)
 AE1451_MARKER: DS = TRIANGULATION STATION DISK
 AE1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1451
 AE1451  HISTORY     - Date     Condition        Report By
 AE1451  HISTORY     - 1946     MONUMENTED       CGS
 AE1451  HISTORY     - 1949     GOOD             TXHD
 AE1451  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AE1451
 AE1451                          STATION DESCRIPTION
 AE1451
 AE1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1451'STATION IS LOCATED ABOUT 3 MILES WEST OF HARGILL AND 12
 AE1451'MILES NORTHEAST OF EDINBURG.  IT IS 37 FEET NORTH OF THE
 AE1451'CENTERLINE OF FARM HIGHWAY 490, 65 FEET WEST OF A FENCE
 AE1451'CORNER AND 4 FEET SOUTH OF A FENCELINE.  THE MARK PROJECTS
 AE1451'ABOUT 4 INCHES AND THE DISK IS STAMPED USBR 109 1946.
 AE1451'
 AE1451'USBR NO. 109 WAS REMOVED AT THE REQUEST OF BUREAU OF RECLAMATION
 AE1451'AND REPLACED BY USC AND GS SURFACE AND UNDERGROUND MARKS.
 AE1451'
 AE1451'REFERENCE MARK NO. 1 IS 63.37 FEET EAST OF THE STATION.  IT
 AE1451'IS 39 FEET NORTH OF THE CENTERLINE OF HIGHWAY 490 AND 1
 AE1451'FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 AE1451'AND THE DISK IS STAMPED USBR 109 NO 1 1946.
 AE1451'
 AE1451'REFERENCE MARK NO. 2 IS 68.22 FEET SOUTH OF THE STATION.
 AE1451'IT IS 43 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 490 AND
 AE1451'1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS ABOUT 4
 AE1451'INCHES AND THE DISK IS STAMPED USBR 109 NO 2 1946.
 AE1451'
 AE1451'AZIMUTH MARK IS 0.6 MILE EAST OF THE STATION.  IT IS 30
 AE1451'FEET EAST OF THE CENTERLINE OF A DIRT ROAD AND 1 FOOT NORTH
 AE1451'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 AE1451'AND THE DISK IS STAMPED USBR 109 1946.
 AE1451'
 AE1451'TO REACH STATION FROM THE COURT HOUSE IN EDINBURG GO NORTH
 AE1451'ON U.S. HIGHWAY 281 FOR 10.7 MILE TO JUNCTION OF FARM HIGHWAY
 AE1451'490, TURN RIGHT ON HIGHWAY 490 AND GO 4.1 MILE TO STATION
 AE1451'ON THE LEFT AS DESCRIBED.
 AE1451'
 AE1451'TO REACH AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY
 AE1451'FOR 0.6 MILE TO A DIRT ROAD RIGHT, TURN RIGHT AND GO ABOUT
 AE1451'75 YARDS TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 AE1451'
 AE1451'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AE1451
 AE1451                          STATION RECOVERY (1949)
 AE1451
 AE1451'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AE1451'GOOD.  STATION RECOVERED AS DESCRIBED.
 AE1451
 AE1451                          STATION RECOVERY (1961)
 AE1451
 AE1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1451'ALL THE MARKS WERE RECOVERED AS DESCRIBED.  THE SURFACE
 AE1451'STATION MARK HAD BEEN STRUCK WITH MACHINERY AND THE DISK
 AE1451'WAS LOOSE.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK HAD
 AE1451'ALSO BEEN STRUCK BY MACHINERY AND WERE VERY LIKELY TO BE
 AE1451'STRUCK AGAIN SO THIS PARTY RESET A NEW AZIMUTH MARK AND
 AE1451'REFERENCE MARK NO. 3.  THE DISTANCES AND DIRECTIONS TO THE
 AE1451'REFERENCE MARKS AND THE AZIMUTH MARK WERE VERIFIED.  A NEW
 AE1451'SURFACE STATION MARK DISK WAS ALSO SET BY THIS PARTY.  THE
 AE1451'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AE1451'
 AE1451'THE STATION IS APPROXIMATELY 12 MILES NORTHEAST OF EDINBURG,
 AE1451'3 MILES WEST OF HARGILL AND ALONG THE NORTH RIGHT-OF-WAY
 AE1451'OF FARM ROAD 490.
 AE1451'
 AE1451'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AE1451'281 AND FARM ROAD 490, WHICH IS APPROXIMATELY 11.0 MILES
 AE1451'NORTH OF EDINBURG, GO EAST ON FARM ROAD 490 FOR 4.1 MILES
 AE1451'TO THE STATION ON THE LEFT JUST BEFORE REACHING A HOUSE ON
 AE1451'THE LEFT.
 AE1451'
 AE1451'STATION SURFACE DISK IS SET IN A SQUARE CONCRETE POST 6
 AE1451'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED USBR
 AE1451'109 1946 1961.  IT IS 71 FEET WEST OF THE CENTER OF A DRIVEWAY,
 AE1451'56.5 FEET WEST OF A CORNER FENCE POST, 35 FEET NORTH OF THE
 AE1451'CENTER OF FARM ROAD 490, 4.5 FEET SOUTH OF A FENCE AND 3.5
 AE1451'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 AE1451'SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 AE1451'SURFACE OF THE GROUND AND IS STAMPED USBR 109 1946.
 AE1451'
 AE1451'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED USBR 109 NO
 AE1451'2 1946, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AE1451'INCHES.  IT IS 59.5 FEET WEST OF THE CENTER OF A SAND ROAD,
 AE1451'33 FEET SOUTH OF THE CENTER OF FARM ROAD 490 AND 0.5 FOOT
 AE1451'SOUTH OF A FENCE.
 AE1451'
 AE1451'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED USBR 109 1946
 AE1451'NO 3 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1451'3 INCHES.  IT IS 158 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AE1451'OF THE HOUSE, 58 FEET NORTH OF THE CENTER OF FARM ROAD 490,
 AE1451'18.5 FEET NORTH OF A CORNER FENCE POST AND 17 FEET WEST OF
 AE1451'THE CENTER OF THE DRIVEWAY.
 AE1451'
 AE1451'AZIMUTH MARK, A STANDARD DISK STAMPED USBR 109 1946 RESET
 AE1451'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 AE1451'INCHES.  IT IS 88 FEET SOUTHEAST OF THE CENTER OF FARM ROAD
 AE1451'490, 18 FEET NORTH OF THE CENTER OF A SAND ROAD AND 2.2
 AE1451'FEET NORTHWEST OF A METAL WITNESS POST.
 AE1451'
 AE1451'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FARM
 AE1451'ROAD 490 FOR 0.45 MILE TO WHERE FARM ROAD 490 STARTS TO
 AE1451'CURVE TO THE LEFT AND A DIRT ROAD STRAIGHT AHEAD.  CONTINUE
 AE1451'STRAIGHT AHEAD ON THE DIRT ROAD FOR 212 FEET TO THE AZIMUTH
 AE1451'MARK ON THE LEFT.
 AE1451'
 AE1451'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AE1451'
 AE1451'REFERENCE MARK NO. 1 AND THE OLD AZIMUTH MARK WERE DESTROYED
 AE1451'BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0012 ***********************************************************************
 DO0012  DESIGNATION -  109.42
 DO0012  PID         -  DO0012
 DO0012  STATE/COUNTY-  TX/CLAY
 DO0012  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0012
 DO0012                         *CURRENT SURVEY CONTROL
 DO0012  ___________________________________________________________________
 DO0012* NAD 83(1986)-  33 52 59.     (N)    098 25 00.     (W)     SCALED    
 DO0012* NAVD 88     -       305.372  (meters)    1001.87   (feet)  ADJUSTED  
 DO0012  ___________________________________________________________________
 DO0012  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DO0012  DYNAMIC HT  -         305.036 (meters)    1000.77  (feet)  COMP
 DO0012  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 DO0012
 DO0012  VERT ORDER  -  FIRST     CLASS II
 DO0012
 DO0012.The horizontal coordinates were scaled from a topographic map and have
 DO0012.an estimated accuracy of +/- 6 seconds.
 DO0012
 DO0012.The orthometric height was determined by differential leveling
 DO0012.and adjusted by the National Geodetic Survey in June 1991..
 DO0012
 DO0012.The geoid height was determined by GEOID03.
 DO0012
 DO0012.The dynamic height is computed by dividing the NAVD 88
 DO0012.geopotential number by the normal gravity value computed on the
 DO0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0012.degrees latitude (g = 980.6199 gals.).
 DO0012
 DO0012.The modeled gravity was interpolated from observed gravity values.
 DO0012
 DO0012;                    North         East    Units  Estimated Accuracy
 DO0012;SPC TXNC     - 2,245,790.      607,710.      MT  (+/- 180 meters Scaled)
 DO0012
 DO0012                          SUPERSEDED SURVEY CONTROL
 DO0012
 DO0012  NGVD 29 (??/??/92)  305.298  (m)         1001.63   (f) ADJ UNCH    1 2
 DO0012
 DO0012.Superseded values are not recommended for survey control.
 DO0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0012.See file dsdata.txt to determine how the superseded data were derived.
 DO0012
 DO0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC539493(NAD 83)
 DO0012_MARKER: Q = CHISELED SQUARE
 DO0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0012_SP_SET: WALL
 DO0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0012
 DO0012  HISTORY     - Date     Condition        Report By
 DO0012  HISTORY     - UNK      MONUMENTED       BNRR
 DO0012  HISTORY     - 1950     GOOD             NGS
 DO0012
 DO0012                          STATION DESCRIPTION
 DO0012
 DO0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0012'4.2 MI NW FROM JOLLY.
 DO0012'4.2 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0012'JOLLY, CLAY COUNTY, AT BRIDGE 109.42, AND ON THE SOUTHWEST CORNER OF
 DO0012'THE SOUTH PARAPET WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0688 ***********************************************************************
 BM0688  DESIGNATION -  1098 SA
 BM0688  PID         -  BM0688
 BM0688  STATE/COUNTY-  TX/WILLIAMSON
 BM0688  USGS QUAD   -  LIBERTY HILL (1979)
 BM0688
 BM0688                         *CURRENT SURVEY CONTROL
 BM0688  ___________________________________________________________________
 BM0688* NAD 83(1986)-  30 41 20.     (N)    097 56 18.     (W)     SCALED    
 BM0688* NAVD 88     -       332.589  (meters)    1091.17   (feet)  ADJUSTED  
 BM0688  ___________________________________________________________________
 BM0688  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BM0688  DYNAMIC HT  -         332.140 (meters)    1089.70  (feet)  COMP
 BM0688  MODELED GRAV-     979,282.2   (mgal)                       NAVD 88
 BM0688
 BM0688  VERT ORDER  -  SECOND    CLASS 0
 BM0688
 BM0688.The horizontal coordinates were scaled from a topographic map and have
 BM0688.an estimated accuracy of +/- 6 seconds.
 BM0688
 BM0688.The orthometric height was determined by differential leveling
 BM0688.and adjusted by the National Geodetic Survey in June 1991..
 BM0688
 BM0688.The geoid height was determined by GEOID03.
 BM0688
 BM0688.The dynamic height is computed by dividing the NAVD 88
 BM0688.geopotential number by the normal gravity value computed on the
 BM0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0688.degrees latitude (g = 980.6199 gals.).
 BM0688
 BM0688.The modeled gravity was interpolated from observed gravity values.
 BM0688
 BM0688;                    North         East    Units  Estimated Accuracy
 BM0688;SPC TX C     - 3,115,790.      929,430.      MT  (+/- 180 meters Scaled)
 BM0688
 BM0688                          SUPERSEDED SURVEY CONTROL
 BM0688
 BM0688  NGVD 29 (??/??/92)  332.514  (m)         1090.92   (f) ADJ UNCH    2 0
 BM0688
 BM0688.Superseded values are not recommended for survey control.
 BM0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0688.See file dsdata.txt to determine how the superseded data were derived.
 BM0688
 BM0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU016956(NAD 83)
 BM0688_MARKER: Z = SEE DESCRIPTION
 BM0688_SETTING: 0 = UNSPECIFIED SETTING
 BM0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0688
 BM0688  HISTORY     - Date     Condition        Report By
 BM0688  HISTORY     - UNK      MONUMENTED       USGS
 BM0688  HISTORY     - 1933     GOOD             NGS
 BM0688
 BM0688                          STATION DESCRIPTION
 BM0688
 BM0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0688'2.1 MI W FROM LIBERTY HILL.
 BM0688'ALONG TEXAS AND NEW ORLEANS RAILROAD, AT CATTLEGUARD 41-B, 28 FEET
 BM0688'EAST OF CENTER OF TRACK AND SOUTH OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0227 ***********************************************************************
 CE0227  DESIGNATION -  11
 CE0227  PID         -  CE0227
 CE0227  STATE/COUNTY-  TX/EL PASO
 CE0227  USGS QUAD   -  SMELTERTOWN (1994)
 CE0227
 CE0227                         *CURRENT SURVEY CONTROL
 CE0227  ___________________________________________________________________
 CE0227* NAD 83(1986)-  31 48 07.     (N)    106 32 21.     (W)     SCALED    
 CE0227* NAVD 88     -      1137.219  (meters)    3731.03   (feet)  ADJUSTED  
 CE0227  ___________________________________________________________________
 CE0227  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0227  DYNAMIC HT  -        1135.537 (meters)    3725.51  (feet)  COMP
 CE0227  MODELED GRAV-     979,120.8   (mgal)                       NAVD 88
 CE0227
 CE0227  VERT ORDER  -  FIRST     CLASS II
 CE0227
 CE0227.The horizontal coordinates were scaled from a topographic map and have
 CE0227.an estimated accuracy of +/- 6 seconds.
 CE0227
 CE0227.The orthometric height was determined by differential leveling
 CE0227.and adjusted by the National Geodetic Survey in June 1991..
 CE0227
 CE0227.The geoid height was determined by GEOID03.
 CE0227
 CE0227.The dynamic height is computed by dividing the NAVD 88
 CE0227.geopotential number by the normal gravity value computed on the
 CE0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0227.degrees latitude (g = 980.6199 gals.).
 CE0227
 CE0227.The modeled gravity was interpolated from observed gravity values.
 CE0227
 CE0227;                    North         East    Units  Estimated Accuracy
 CE0227;SPC TX C     - 3,253,100.      112,650.      MT  (+/- 180 meters Scaled)
 CE0227
 CE0227                          SUPERSEDED SURVEY CONTROL
 CE0227
 CE0227.No superseded survey control is available for this station.
 CE0227
 CE0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR542195(NAD 83)
 CE0227_MARKER: DB = BENCH MARK DISK
 CE0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0227_SP_SET: CONCRETE POST
 CE0227_STAMPING: 11 ELEV 3730 FT.
 CE0227_MARK LOGO: USSC  
 CE0227_PROJECTION: PROJECTING 20 CENTIMETERS
 CE0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0227+STABILITY: SURFACE MOTION
 CE0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0227+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1994
 CE0227
 CE0227  HISTORY     - Date     Condition        Report By
 CE0227  HISTORY     - UNK      MONUMENTED       NMTXBC
 CE0227  HISTORY     - 1952     GOOD             NGS
 CE0227  HISTORY     - 1954     GOOD             NGS
 CE0227  HISTORY     - 1981     GOOD             NGS
 CE0227  HISTORY     - 19940415 GOOD             NGS
 CE0227
 CE0227                          STATION DESCRIPTION
 CE0227
 CE0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0227'3.35 MI SE FROM WHITE SPUR.
 CE0227'3.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 A FROM THE GRADE SCHOOL AT
 CE0227'WHITE SPUR, 255 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 224
 CE0227'FEET SOUTH OF THE CENTER LINE OF AN OILED ROAD LEADING ACROSS THE RIO
 CE0227'GRANDE RIVER, 186 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE RIVER,
 CE0227'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.6 FEET ABOVE THE
 CE0227'GROUND.
 CE0227
 CE0227                          STATION RECOVERY (1954)
 CE0227
 CE0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0227'RECOVERED IN GOOD CONDITION.
 CE0227
 CE0227                          STATION RECOVERY (1981)
 CE0227
 CE0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0227'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CE0227'IN EL PASO, AT THE JUNCTION OF STATE HIGHWAYS 16 AND 273, 0.2 KM
 CE0227'(0.1 MI) SOUTHEAST OF A BRIDGE OVER THE RIO GRANDE RIVER, SURROUNDED
 CE0227'BY 3 2-FT HIGH POSTS, 94.5 METERS (310.0 FT) SOUTHWEST OF THE NEAR
 CE0227'RAIL OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 77.7 METERS
 CE0227'(255.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 68.3 METERS
 CE0227'(224.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 56.7 METERS
 CE0227'(186.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE RIO GRANDE RIVER.
 CE0227
 CE0227                          STATION RECOVERY (1994)
 CE0227
 CE0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0227'0.2 KM (0.10 MI) SOUTHERLY ALONG SOUTH KANSAS STREET FROM THE
 CE0227'COURTHOUSE IN EL PASO, THENCE 7.8 KM (4.85 MI) NORTHWESTERLY ALONG
 CE0227'PAISANO DRIVE, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG AN EXIT RAMP
 CE0227'AND STATE HIGHWAY 273, 172.0 M (564.3 FT) SOUTHEAST OF THE NORTHEAST
 CE0227'END OF THE HIGHWAY BRIDGE SPANNING THE RIO GRANDE RIVER, 71.2 M
 CE0227'(233.6 FT) SOUTHWEST OF THE DRIVE CENTER, 61.7 M (202.4 FT) SOUTH OF
 CE0227'THE HIGHWAY CENTER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 CE0227'CENTERED BETWEEN 3 GUARD POSTS, AND THE MONUMENT IS FLUSH WITH THE
 CE0227'GROUND SURFACE. NOTE--THE DISK HAS BEEN MUTILATED AND THE STAMPING IS
 CE0227'BARELY LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0146 ***********************************************************************
 CS0146  DESIGNATION -  11
 CS0146  PID         -  CS0146
 CS0146  STATE/COUNTY-  TX/VAN ZANDT
 CS0146  USGS QUAD   -  WILLS POINT (1981)
 CS0146
 CS0146                         *CURRENT SURVEY CONTROL
 CS0146  ___________________________________________________________________
 CS0146* NAD 83(1986)-  32 42 28.     (N)    096 00 25.     (W)     SCALED    
 CS0146* NAVD 88     -       161.554  (meters)     530.03   (feet)  ADJUSTED  
 CS0146  ___________________________________________________________________
 CS0146  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0146  DYNAMIC HT  -         161.373 (meters)     529.44  (feet)  COMP
 CS0146  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 CS0146
 CS0146  VERT ORDER  -  SECOND    CLASS 0
 CS0146
 CS0146.The horizontal coordinates were scaled from a topographic map and have
 CS0146.an estimated accuracy of +/- 6 seconds.
 CS0146
 CS0146.The orthometric height was determined by differential leveling
 CS0146.and adjusted by the National Geodetic Survey in June 1991..
 CS0146
 CS0146.The geoid height was determined by GEOID03.
 CS0146
 CS0146.The dynamic height is computed by dividing the NAVD 88
 CS0146.geopotential number by the normal gravity value computed on the
 CS0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0146.degrees latitude (g = 980.6199 gals.).
 CS0146
 CS0146.The modeled gravity was interpolated from observed gravity values.
 CS0146
 CS0146;                    North         East    Units  Estimated Accuracy
 CS0146;SPC TXNC     - 2,118,220.      833,700.      MT  (+/- 180 meters Scaled)
 CS0146
 CS0146                          SUPERSEDED SURVEY CONTROL
 CS0146
 CS0146  NGVD 29 (??/??/92)  161.564  (m)          530.06   (f) ADJ UNCH    2 0
 CS0146
 CS0146.Superseded values are not recommended for survey control.
 CS0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0146.See file dsdata.txt to determine how the superseded data were derived.
 CS0146
 CS0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB805228(NAD 83)
 CS0146_MARKER: DD = SURVEY DISK
 CS0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0146_SP_SET: CULVERT
 CS0146_STAMPING: 11 529.8
 CS0146_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0146
 CS0146  HISTORY     - Date     Condition        Report By
 CS0146  HISTORY     - UNK      MONUMENTED       TXRD
 CS0146  HISTORY     - 1952     GOOD             NGS
 CS0146  HISTORY     - 1988     GOOD             USPSQD
 CS0146  HISTORY     - 19950901 GOOD             USPSQD
 CS0146  HISTORY     - 19980623 GOOD             TXDOT
 CS0146
 CS0146                          STATION DESCRIPTION
 CS0146
 CS0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0146'0.15 MI E FROM WILLIS POINT.
 CS0146'0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0146'AT WILLIS POINT, 84.2 FEET NORTH OF THE NORTH RAIL, 37 FEET EAST OF
 CS0146'THE CENTER LINE OF NORTH THIRD STREET, AT ITS INTERSECTION WITH NORTH
 CS0146'COMMERCE STREET, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL
 CS0146'OF A 10 FOOT CONCRETE CULVERT UNDER NORTH COMMERCE STREET.
 CS0146
 CS0146                          STATION RECOVERY (1988)
 CS0146
 CS0146'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0146'RECOVERED IN GOOD CONDITION.
 CS0146
 CS0146                          STATION RECOVERY (1995)
 CS0146
 CS0146'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0146'RECOVERED IN GOOD CONDITION.
 CS0146
 CS0146                          STATION RECOVERY (1998)
 CS0146
 CS0146'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CS0146'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0033 ***********************************************************************
 DQ0033  DESIGNATION -  11
 DQ0033  PID         -  DQ0033
 DQ0033  STATE/COUNTY-  TX/HOCKLEY
 DQ0033  USGS QUAD   -  WOLFFORTH (1985)
 DQ0033
 DQ0033                         *CURRENT SURVEY CONTROL
 DQ0033  ___________________________________________________________________
 DQ0033* NAD 83(1986)-  33 34 58.     (N)    102 07 29.     (W)     SCALED    
 DQ0033* NAVD 88     -      1030.165  (meters)    3379.80   (feet)  ADJUSTED  
 DQ0033  ___________________________________________________________________
 DQ0033  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 DQ0033  DYNAMIC HT  -        1028.823 (meters)    3375.40  (feet)  COMP
 DQ0033  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 DQ0033
 DQ0033  VERT ORDER  -  SECOND    CLASS 0
 DQ0033
 DQ0033.The horizontal coordinates were scaled from a topographic map and have
 DQ0033.an estimated accuracy of +/- 6 seconds.
 DQ0033
 DQ0033.The orthometric height was determined by differential leveling
 DQ0033.and adjusted by the National Geodetic Survey in June 1991..
 DQ0033
 DQ0033.The geoid height was determined by GEOID03.
 DQ0033
 DQ0033.The dynamic height is computed by dividing the NAVD 88
 DQ0033.geopotential number by the normal gravity value computed on the
 DQ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0033.degrees latitude (g = 980.6199 gals.).
 DQ0033
 DQ0033.The modeled gravity was interpolated from observed gravity values.
 DQ0033
 DQ0033;                    North         East    Units  Estimated Accuracy
 DQ0033;SPC TXNC     - 2,218,290.      263,600.      MT  (+/- 180 meters Scaled)
 DQ0033
 DQ0033                          SUPERSEDED SURVEY CONTROL
 DQ0033
 DQ0033  NGVD 29 (??/??/92) 1029.783  (m)         3378.55   (f) ADJ UNCH    2 0
 DQ0033
 DQ0033.Superseded values are not recommended for survey control.
 DQ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0033.See file dsdata.txt to determine how the superseded data were derived.
 DQ0033
 DQ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT668196(NAD 83)
 DQ0033_MARKER: B = BOLT
 DQ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0033+STABILITY: SURFACE MOTION
 DQ0033
 DQ0033  HISTORY     - Date     Condition        Report By
 DQ0033  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0033  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0033
 DQ0033                          STATION DESCRIPTION
 DQ0033
 DQ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0033'2.3 MI E FROM SMYER.
 DQ0033'2.3 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0033'STATION AT SMYER, HOCKLEY COUNTY, 0.1 MILE EAST OF A WATER TOWER, 94
 DQ0033'FEET NORTH OF MILEPOST 11, 52 FEET NORTH OF THE CENTERLINE OF THE
 DQ0033'TRACK, 42 FEET SOUTH OF THE CENTERLINE OF A ROAD, AND 2 FEET SOUTH OF
 DQ0033'THE NORTH RIGHT-OF-WAY FENCE.  A TRACK BOLT SET IN THE TOP OF A
 DQ0033'CONCRETE POST.  NOTE-- EXCAVATIONS MADE, UNABLE TO LOCATE.  CONCRETE
 DQ0033'POST WITH STANDARD TABLET (USGS) STAMPED 177 RDS 1956 SET AT THIS
 DQ0033'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0862 ***********************************************************************
 CR0862  DESIGNATION -  11
 CR0862  PID         -  CR0862
 CR0862  STATE/COUNTY-  TX/RAINS
 CR0862  USGS QUAD   -  LONE OAK SOUTH (1980)
 CR0862
 CR0862                         *CURRENT SURVEY CONTROL
 CR0862  ___________________________________________________________________
 CR0862* NAD 83(1986)-  32 58 19.     (N)    095 54 55.     (W)     SCALED    
 CR0862* NAVD 88     -       168.47   (+/-2cm)     552.7    (feet)  VERTCON   
 CR0862  ___________________________________________________________________
 CR0862  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CR0862
 CR0862  VERT ORDER  -  ? (See Below)
 CR0862
 CR0862.The horizontal coordinates were scaled from a topographic map and have
 CR0862.an estimated accuracy of +/- 6 seconds.
 CR0862
 CR0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0862.The vertical order pertains to the NGVD 29 superseded value.
 CR0862
 CR0862.The geoid height was determined by GEOID03.
 CR0862
 CR0862;                    North         East    Units  Estimated Accuracy
 CR0862;SPC TXNC     - 2,147,710.      841,570.      MT  (+/- 180 meters Scaled)
 CR0862
 CR0862                          SUPERSEDED SURVEY CONTROL
 CR0862
 CR0862  NGVD 29 (??/??/92)  168.470  (m)          552.72   (f) ADJ UNCH    ?  
 CR0862
 CR0862.Superseded values are not recommended for survey control.
 CR0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0862.See file dsdata.txt to determine how the superseded data were derived.
 CR0862
 CR0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS275519(NAD 83)
 CR0862_MARKER: Q = CHISELED SQUARE
 CR0862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0862_SP_SET: CULVERT
 CR0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0862
 CR0862  HISTORY     - Date     Condition        Report By
 CR0862  HISTORY     - UNK      MONUMENTED       MKTRR
 CR0862  HISTORY     - 1959     MARK NOT FOUND   NGS
 CR0862  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 CR0862
 CR0862                          STATION DESCRIPTION
 CR0862
 CR0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0862'2.2 MI SE FROM LONE OAK.
 CR0862'IN RAINS COUNTY, 2.2 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 CR0862'RAILROAD OF TEXAS FROM LONE OAK, HUNT COUNTY, AT MILEAGE 729.8 AT A
 CR0862'CONCRETE-BOX CULVERT, AND ON THE TOP OF THE SOUTH END OF THE WEST HEAD
 CR0862'WALL.  A CHISELED SQUARE.
 CR0862
 CR0862                          STATION RECOVERY (1995)
 CR0862
 CR0862'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1136 ***********************************************************************
 FL1136  DESIGNATION -  11
 FL1136  PID         -  FL1136
 FL1136  STATE/COUNTY-  TX/POTTER
 FL1136  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1136
 FL1136                         *CURRENT SURVEY CONTROL
 FL1136  ___________________________________________________________________
 FL1136* NAD 83(1986)-  35 21 20.     (N)    101 48 28.     (W)     SCALED    
 FL1136* NAVD 88     -      1006.851  (meters)    3303.31   (feet)  ADJUSTED  
 FL1136  ___________________________________________________________________
 FL1136  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FL1136  DYNAMIC HT  -        1005.669 (meters)    3299.43  (feet)  COMP
 FL1136  MODELED GRAV-     979,426.0   (mgal)                       NAVD 88
 FL1136
 FL1136  VERT ORDER  -  SECOND    CLASS 0
 FL1136
 FL1136.The horizontal coordinates were scaled from a topographic map and have
 FL1136.an estimated accuracy of +/- 6 seconds.
 FL1136
 FL1136.The orthometric height was determined by differential leveling
 FL1136.and adjusted by the National Geodetic Survey in June 1991..
 FL1136
 FL1136.The geoid height was determined by GEOID03.
 FL1136
 FL1136.The dynamic height is computed by dividing the NAVD 88
 FL1136.geopotential number by the normal gravity value computed on the
 FL1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1136.degrees latitude (g = 980.6199 gals.).
 FL1136
 FL1136.The modeled gravity was interpolated from observed gravity values.
 FL1136
 FL1136;                    North         East    Units  Estimated Accuracy
 FL1136;SPC TX N     - 1,150,420.      172,030.      MT  (+/- 180 meters Scaled)
 FL1136
 FL1136                          SUPERSEDED SURVEY CONTROL
 FL1136
 FL1136  NGVD 29 (??/??/92) 1006.356  (m)         3301.69   (f) ADJ UNCH    2 0
 FL1136
 FL1136.Superseded values are not recommended for survey control.
 FL1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1136.See file dsdata.txt to determine how the superseded data were derived.
 FL1136
 FL1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE448160(NAD 83)
 FL1136_MARKER: B = BOLT
 FL1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1136+STABILITY: SURFACE MOTION
 FL1136
 FL1136  HISTORY     - Date     Condition        Report By
 FL1136  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1136  HISTORY     - 1934     GOOD             NGS
 FL1136
 FL1136                          STATION DESCRIPTION
 FL1136
 FL1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1136'12.3 MI N FROM AMARILLO.
 FL1136'12.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1136'AMARILLO, POTTER COUNTY, OPPOSITE MILEPOST 11, 98 FEET NORTHEAST OF
 FL1136'THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 FL1136'FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0331 ***********************************************************************
 DO0331  DESIGNATION -  11
 DO0331  PID         -  DO0331
 DO0331  STATE/COUNTY-  TX/ARCHER
 DO0331  USGS QUAD   -  ARCHER CITY EAST (1963)
 DO0331
 DO0331                         *CURRENT SURVEY CONTROL
 DO0331  ___________________________________________________________________
 DO0331* NAD 83(1986)-  33 35 42.     (N)    098 37 30.     (W)     SCALED    
 DO0331* NAVD 88     -       325.969  (meters)    1069.45   (feet)  ADJUSTED  
 DO0331  ___________________________________________________________________
 DO0331  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DO0331  DYNAMIC HT  -         325.601 (meters)    1068.24  (feet)  COMP
 DO0331  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 DO0331
 DO0331  VERT ORDER  -  SECOND    CLASS 0
 DO0331
 DO0331.The horizontal coordinates were scaled from a topographic map and have
 DO0331.an estimated accuracy of +/- 6 seconds.
 DO0331
 DO0331.The orthometric height was determined by differential leveling
 DO0331.and adjusted by the National Geodetic Survey in June 1991..
 DO0331.WARNING-Repeat measurements at this control monument indicate possible
 DO0331.vertical movement.
 DO0331
 DO0331.The geoid height was determined by GEOID03.
 DO0331
 DO0331.The dynamic height is computed by dividing the NAVD 88
 DO0331.geopotential number by the normal gravity value computed on the
 DO0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0331.degrees latitude (g = 980.6199 gals.).
 DO0331
 DO0331.The modeled gravity was interpolated from observed gravity values.
 DO0331
 DO0331;                    North         East    Units  Estimated Accuracy
 DO0331;SPC TXNC     - 2,213,840.      588,400.      MT  (+/- 180 meters Scaled)
 DO0331
 DO0331                          SUPERSEDED SURVEY CONTROL
 DO0331
 DO0331  NGVD 29 (??/??/92)  325.881  (m)         1069.16   (f) ADJ UNCH    2 0
 DO0331
 DO0331.Superseded values are not recommended for survey control.
 DO0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0331.See file dsdata.txt to determine how the superseded data were derived.
 DO0331
 DO0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC347173(NAD 83)
 DO0331_MARKER: DD = SURVEY DISK
 DO0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0331_SP_SET: STEP
 DO0331_STAMPING: 11 WA 1926 1069.161 TEX
 DO0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0331
 DO0331  HISTORY     - Date     Condition        Report By
 DO0331  HISTORY     - 1926     MONUMENTED       USGS
 DO0331  HISTORY     - 1961     GOOD             NGS
 DO0331
 DO0331                          STATION DESCRIPTION
 DO0331
 DO0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0331'IN ARCHER CITY.
 DO0331'AT ARCHER CITY, SET IN THE TOP OF THE EAST END OF THE TOP STONE STEP
 DO0331'AT THE NORTH ENTRANCE TO THE COURTHOUSE, AND ABOUT 1 1/2 FEET ABOVE
 DO0331'THE LEVEL OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0389 ***********************************************************************
 DM0389  DESIGNATION -  11
 DM0389  PID         -  DM0389
 DM0389  STATE/COUNTY-  TX/RED RIVER
 DM0389  USGS QUAD   -  DIMPLE (1964)
 DM0389
 DM0389                         *CURRENT SURVEY CONTROL
 DM0389  ___________________________________________________________________
 DM0389* NAD 83(1986)-  33 38 21.     (N)    095 05 48.     (W)     SCALED    
 DM0389* NAVD 88     -       146.799  (meters)     481.62   (feet)  ADJUSTED  
 DM0389  ___________________________________________________________________
 DM0389  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DM0389  DYNAMIC HT  -         146.647 (meters)     481.12  (feet)  COMP
 DM0389  MODELED GRAV-     979,595.2   (mgal)                       NAVD 88
 DM0389
 DM0389  VERT ORDER  -  SECOND    CLASS 0
 DM0389
 DM0389.The horizontal coordinates were scaled from a topographic map and have
 DM0389.an estimated accuracy of +/- 6 seconds.
 DM0389
 DM0389.The orthometric height was determined by differential leveling
 DM0389.and adjusted by the National Geodetic Survey in June 1991..
 DM0389
 DM0389.The geoid height was determined by GEOID03.
 DM0389
 DM0389.The dynamic height is computed by dividing the NAVD 88
 DM0389.geopotential number by the normal gravity value computed on the
 DM0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0389.degrees latitude (g = 980.6199 gals.).
 DM0389
 DM0389.The modeled gravity was interpolated from observed gravity values.
 DM0389
 DM0389;                    North         East    Units  Estimated Accuracy
 DM0389;SPC TXNC     - 2,223,850.      915,660.      MT  (+/- 180 meters Scaled)
 DM0389
 DM0389                          SUPERSEDED SURVEY CONTROL
 DM0389
 DM0389  NGVD 29 (??/??/92)  146.790  (m)          481.59   (f) ADJ UNCH    2 0
 DM0389
 DM0389.Superseded values are not recommended for survey control.
 DM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0389.See file dsdata.txt to determine how the superseded data were derived.
 DM0389
 DM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT055241(NAD 83)
 DM0389_MARKER: DD = SURVEY DISK
 DM0389_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0389_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0389_STAMPING: STA 11
 DM0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0389
 DM0389  HISTORY     - Date     Condition        Report By
 DM0389  HISTORY     - UNK      MONUMENTED       USGS
 DM0389  HISTORY     - 1934     GOOD             NGS
 DM0389
 DM0389                          STATION DESCRIPTION
 DM0389
 DM0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0389'3.1 MI W FROM CLARKSVILLE.
 DM0389'3.1 MI W OF AND ALONG THE T P R R DIRECTLY OPPOSITE MILE POST 64.  45
 DM0389'FEET N OF TRACK.  4 FEET S OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0875 ***********************************************************************
 AJ0875  DESIGNATION -  11
 AJ0875  PID         -  AJ0875
 AJ0875  STATE/COUNTY-  TX/WEBB
 AJ0875  USGS QUAD   -  BLANCAS CREEK NORTH (1980)
 AJ0875
 AJ0875                         *CURRENT SURVEY CONTROL
 AJ0875  ___________________________________________________________________
 AJ0875* NAD 83(1986)-  27 29 50.     (N)    099 21 37.     (W)     SCALED    
 AJ0875* NAVD 88     -       172.670  (meters)     566.50   (feet)  ADJUSTED  
 AJ0875  ___________________________________________________________________
 AJ0875  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AJ0875  DYNAMIC HT  -         172.398 (meters)     565.61  (feet)  COMP
 AJ0875  MODELED GRAV-     979,064.6   (mgal)                       NAVD 88
 AJ0875
 AJ0875  VERT ORDER  -  FIRST     CLASS II
 AJ0875
 AJ0875.The horizontal coordinates were scaled from a topographic map and have
 AJ0875.an estimated accuracy of +/- 6 seconds.
 AJ0875
 AJ0875.The orthometric height was determined by differential leveling
 AJ0875.and adjusted by the National Geodetic Survey in June 1991..
 AJ0875
 AJ0875.The geoid height was determined by GEOID03.
 AJ0875
 AJ0875.The dynamic height is computed by dividing the NAVD 88
 AJ0875.geopotential number by the normal gravity value computed on the
 AJ0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0875.degrees latitude (g = 980.6199 gals.).
 AJ0875
 AJ0875.The modeled gravity was interpolated from observed gravity values.
 AJ0875
 AJ0875;                    North         East    Units  Estimated Accuracy
 AJ0875;SPC TX S     - 5,203,100.      215,000.      MT  (+/- 180 meters Scaled)
 AJ0875
 AJ0875                          SUPERSEDED SURVEY CONTROL
 AJ0875
 AJ0875  NGVD 29 (??/??/92)  172.682  (m)          566.54   (f) ADJ UNCH    1 2
 AJ0875
 AJ0875.Superseded values are not recommended for survey control.
 AJ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0875.See file dsdata.txt to determine how the superseded data were derived.
 AJ0875
 AJ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR644415(NAD 83)
 AJ0875_MARKER: Z = SEE DESCRIPTION
 AJ0875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0875_SP_SET: RAIL
 AJ0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0875
 AJ0875  HISTORY     - Date     Condition        Report By
 AJ0875  HISTORY     - UNK      MONUMENTED       CGS
 AJ0875  HISTORY     - 1965     GOOD             USGS
 AJ0875
 AJ0875                          STATION DESCRIPTION
 AJ0875
 AJ0875'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ0875'9.8 MI E FROM LAREDO.
 AJ0875'9.8 MILES EAST ALONG THE TEXAS MEXICAN RAILWAY FROM THE STATION AT
 AJ0875'LAREDO, WEBB COUNTY, 3 FEET NORTH OF MILEPOST 11, 48 FT NORTH OF THE
 AJ0875'CENTERLINE OF THE TRACK, 1.5 FT SOUTH OF A FENCE LINE, ABOUT 570 FEET
 AJ0875'EAST ALONG THE RAILROAD FROM A CULVERT, EXTENDING 0.8 FT ABOVE GROUND.
 AJ0875'A VERTICAL SECTION OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1343 ***********************************************************************
 AX1343  DESIGNATION -  11 1
 AX1343  PID         -  AX1343
 AX1343  STATE/COUNTY-  TX/GONZALES
 AX1343  USGS QUAD   -  SANDY FORK (1981)
 AX1343
 AX1343                         *CURRENT SURVEY CONTROL
 AX1343  ___________________________________________________________________
 AX1343* NAD 83(1986)-  29 40 57.     (N)    097 25 30.     (W)     SCALED    
 AX1343* NAVD 88     -       111.04   (+/-2cm)     364.3    (feet)  VERTCON   
 AX1343  ___________________________________________________________________
 AX1343  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AX1343
 AX1343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1343
 AX1343.The horizontal coordinates were scaled from a topographic map and have
 AX1343.an estimated accuracy of +/- 6 seconds.
 AX1343
 AX1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1343.The vertical order pertains to the NGVD 29 superseded value.
 AX1343
 AX1343.The geoid height was determined by GEOID03.
 AX1343
 AX1343;                    North         East    Units  Estimated Accuracy
 AX1343;SPC TXSC     - 4,205,960.      752,430.      MT  (+/- 180 meters Scaled)
 AX1343
 AX1343                          SUPERSEDED SURVEY CONTROL
 AX1343
 AX1343  NGVD 29 (??/??/92)  110.99   (m)          364.1    (f) COMPUTED    2 0
 AX1343
 AX1343.Superseded values are not recommended for survey control.
 AX1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1343.See file dsdata.txt to determine how the superseded data were derived.
 AX1343
 AX1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT523846(NAD 83)
 AX1343_MARKER: DD = SURVEY DISK
 AX1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1343_STAMPING: 11-1 363.82
 AX1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1343+STABILITY: SURFACE MOTION
 AX1343
 AX1343  HISTORY     - Date     Condition        Report By
 AX1343  HISTORY     - UNK      MONUMENTED       DOD
 AX1343  HISTORY     - 1943     GOOD             NGS
 AX1343  HISTORY     - 1971     MARK NOT FOUND   NGS
 AX1343  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1343  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX1343
 AX1343                          STATION DESCRIPTION
 AX1343
 AX1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1343'4.8 MI E FROM HARWOOD.
 AX1343'4.8 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT HARWOOD,
 AX1343'GONZALES COUNTY, AT SANDY FORK, AT THE INTERSECTION OF THE SANDY FORK
 AX1343'ROAD, ABOUT 350 FEET NORTHWEST OF THE SOUTHERN PACIFIC CO.  RAILROAD
 AX1343'STATION, 48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.5 FEET EAST
 AX1343'OF A FENCE CORNER, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 AX1343'LEVEL WITH THE HIGHWAY.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 AX1343'DISK, STAMPED 11-1 363.82 AND SET IN THE TOP OF A CONCRETE POST.
 AX1343
 AX1343                          STATION RECOVERY (1971)
 AX1343
 AX1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1343'MARK NOT FOUND.
 AX1343
 AX1343                          STATION RECOVERY (1987)
 AX1343
 AX1343'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1343'MARK NOT FOUND.
 AX1343
 AX1343                          STATION RECOVERY (2005)
 AX1343
 AX1343'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0049 ***********************************************************************
 AY0049  DESIGNATION -  11 1
 AY0049  PID         -  AY0049
 AY0049  STATE/COUNTY-  TX/BEXAR
 AY0049  USGS QUAD   -  LONGHORN (1992)
 AY0049
 AY0049                         *CURRENT SURVEY CONTROL
 AY0049  ___________________________________________________________________
 AY0049* NAD 83(1986)-  29 31 08.     (N)    098 28 03.     (W)     SCALED    
 AY0049* NAVD 88     -       238.324  (meters)     781.90   (feet)  POSTED    
 AY0049  ___________________________________________________________________
 AY0049  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AY0049  DYNAMIC HT  -         237.980 (meters)     780.77  (feet)  COMP
 AY0049  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 AY0049
 AY0049  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0049
 AY0049.The horizontal coordinates were scaled from a topographic map and have
 AY0049.an estimated accuracy of +/- 6 seconds.
 AY0049
 AY0049.The orthometric height was determined by differential leveling
 AY0049.and adjusted by the National Geodetic Survey in 1992..
 AY0049.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0049.rate of 2.1 thru 3.0 mm/km.
 AY0049
 AY0049.The geoid height was determined by GEOID03.
 AY0049
 AY0049.The dynamic height is computed by dividing the NAVD 88
 AY0049.geopotential number by the normal gravity value computed on the
 AY0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0049.degrees latitude (g = 980.6199 gals.).
 AY0049
 AY0049.The modeled gravity was interpolated from observed gravity values.
 AY0049
 AY0049;                    North         East    Units  Estimated Accuracy
 AY0049;SPC TXSC     - 4,186,920.      651,620.      MT  (+/- 180 meters Scaled)
 AY0049
 AY0049                          SUPERSEDED SURVEY CONTROL
 AY0049
 AY0049  NGVD 29 (??/??/92)  238.181  (m)          781.43   (f) ADJ UNCH    1 2
 AY0049
 AY0049.Superseded values are not recommended for survey control.
 AY0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0049.See file dsdata.txt to determine how the superseded data were derived.
 AY0049
 AY0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT516655(NAD 83)
 AY0049_MARKER: DD = SURVEY DISK
 AY0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0049_STAMPING: 11 - 1
 AY0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0049+STABILITY: SURFACE MOTION
 AY0049
 AY0049  HISTORY     - Date     Condition        Report By
 AY0049  HISTORY     - UNK      MONUMENTED
 AY0049  HISTORY     - 1953     GOOD             NGS
 AY0049  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0049  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AY0049
 AY0049                          STATION DESCRIPTION
 AY0049
 AY0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0049'IN SAN ANTONIO.
 AY0049'AT SAN ANTONIO, 0.1 MILE NORTHEAST ALONG WETMORE ROAD AND THE
 AY0049'INTERNATIONAL AND GREAT NORTHERN RAILROAD FROM THE OVERPASS ON LOOP 13
 AY0049'(ZERCHER ROAD), 49 FEET NORTHWEST OF THE NORTHWEST RAIL, 26 FEET
 AY0049'SOUTHEAST OF THE CENTER LINE OF WETMORE ROAD, 0.6 FOOT SOUTHEAST OF A
 AY0049'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 AY0049'THE GROUND.
 AY0049
 AY0049                          STATION RECOVERY (1967)
 AY0049
 AY0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0049'MARK NOT FOUND.
 AY0049
 AY0049                          STATION RECOVERY (1986)
 AY0049
 AY0049'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCJ)
 AY0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2176 ***********************************************************************
 CS2176  DESIGNATION -  11 A
 CS2176  PID         -  CS2176
 CS2176  STATE/COUNTY-  TX/JOHNSON
 CS2176  USGS QUAD   -  GODLEY (1979)
 CS2176
 CS2176                         *CURRENT SURVEY CONTROL
 CS2176  ___________________________________________________________________
 CS2176* NAD 83(1986)-  32 27 15.     (N)    097 32 26.     (W)     SCALED    
 CS2176* NAVD 88     -       283.624  (meters)     930.52   (feet)  ADJUSTED  
 CS2176  ___________________________________________________________________
 CS2176  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS2176  DYNAMIC HT  -         283.279 (meters)     929.39  (feet)  COMP
 CS2176  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 CS2176
 CS2176  VERT ORDER  -  SECOND    CLASS 0
 CS2176
 CS2176.The horizontal coordinates were scaled from a topographic map and have
 CS2176.an estimated accuracy of +/- 6 seconds.
 CS2176
 CS2176.The orthometric height was determined by differential leveling
 CS2176.and adjusted by the National Geodetic Survey in June 1991..
 CS2176
 CS2176.The geoid height was determined by GEOID03.
 CS2176
 CS2176.The dynamic height is computed by dividing the NAVD 88
 CS2176.geopotential number by the normal gravity value computed on the
 CS2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2176.degrees latitude (g = 980.6199 gals.).
 CS2176
 CS2176.The modeled gravity was interpolated from observed gravity values.
 CS2176
 CS2176;                    North         East    Units  Estimated Accuracy
 CS2176;SPC TXNC     - 2,087,740.      690,200.      MT  (+/- 180 meters Scaled)
 CS2176
 CS2176                          SUPERSEDED SURVEY CONTROL
 CS2176
 CS2176  NGVD 29 (??/??/92)  283.602  (m)          930.45   (f) ADJ UNCH    2 0
 CS2176
 CS2176.Superseded values are not recommended for survey control.
 CS2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2176.See file dsdata.txt to determine how the superseded data were derived.
 CS2176
 CS2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA371917(NAD 83)
 CS2176_MARKER: X = CHISELED CROSS
 CS2176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2176_SP_SET: BRIDGE
 CS2176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2176
 CS2176  HISTORY     - Date     Condition        Report By
 CS2176  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2176  HISTORY     - 1953     GOOD             NGS
 CS2176  HISTORY     - 19990605 GOOD             USPSQD
 CS2176
 CS2176                          STATION DESCRIPTION
 CS2176
 CS2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CS2176'0.9 MI NW FROM GODLEY.
 CS2176'ABOUT 0.9 MILE NORTHWEST ALONG THE G.C.AND S.F.R.R. FROM THE MAIN
 CS2176'STREET CROSSING AT GODLEY, JOHNSON COUNTY, AT BRIDGE 11A, AND ON THE
 CS2176'TOP OF THE SOUTHEAST CORNER OF THE EAST CONCRETE HEAD WALL.  A
 CS2176'CHISELED CROSS.
 CS2176
 CS2176                          STATION RECOVERY (1999)
 CS2176
 CS2176'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0762 ***********************************************************************
 BY0762  DESIGNATION -  11 B
 BY0762  PID         -  BY0762
 BY0762  STATE/COUNTY-  TX/ANGELINA
 BY0762  USGS QUAD   -  LUFKIN (1980)
 BY0762
 BY0762                         *CURRENT SURVEY CONTROL
 BY0762  ___________________________________________________________________
 BY0762* NAD 83(1986)-  31 20 30.     (N)    094 44 14.     (W)     SCALED    
 BY0762* NAVD 88     -        93.23   (+/-2cm)     305.9    (feet)  VERTCON   
 BY0762  ___________________________________________________________________
 BY0762  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BY0762
 BY0762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0762
 BY0762.The horizontal coordinates were scaled from a topographic map and have
 BY0762.an estimated accuracy of +/- 6 seconds.
 BY0762
 BY0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0762.The vertical order pertains to the NGVD 29 superseded value.
 BY0762
 BY0762.The geoid height was determined by GEOID03.
 BY0762
 BY0762;                    North         East    Units  Estimated Accuracy
 BY0762;SPC TX C     - 3,199,080.    1,232,260.      MT  (+/- 180 meters Scaled)
 BY0762
 BY0762                          SUPERSEDED SURVEY CONTROL
 BY0762
 BY0762  NGVD 29 (??/??/92)   93.278  (m)          306.03   (f) ADJ UNCH    2 0
 BY0762
 BY0762.Superseded values are not recommended for survey control.
 BY0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0762.See file dsdata.txt to determine how the superseded data were derived.
 BY0762
 BY0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ347687(NAD 83)
 BY0762_MARKER: DD = SURVEY DISK
 BY0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0762_STAMPING: 11 B
 BY0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0762+STABILITY: SURFACE MOTION
 BY0762
 BY0762  HISTORY     - Date     Condition        Report By
 BY0762  HISTORY     - UNK      MONUMENTED       TXRD
 BY0762  HISTORY     - 1947     GOOD             NGS
 BY0762
 BY0762                          STATION DESCRIPTION
 BY0762
 BY0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY0762'IN LUFKIN.
 BY0762'AT LUFKIN, IN THE WEST ANGLE OF THE INTERSECTION OF THOMPSON STREET
 BY0762'AND GROVE STREET, 7.2 FEET SOUTHWEST OF THE SOUTHWEST CURB LINE OF
 BY0762'THOMPSON STREET, 5.5 FEET NORTHWEST OF THE NORTHWEST CURB LINE OF
 BY0762'GROVE STREET, 4.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK,
 BY0762'2.5 FEET NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK, SET IN THE TOP
 BY0762'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND LEVEL WITH THE
 BY0762'SIDEWALKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1097 ***********************************************************************
 AE1097  DESIGNATION -  11 F
 AE1097  PID         -  AE1097
 AE1097  STATE/COUNTY-  TX/ZAPATA
 AE1097  USGS QUAD   -  ZAPATA SE (1979)
 AE1097
 AE1097                         *CURRENT SURVEY CONTROL
 AE1097  ___________________________________________________________________
 AE1097* NAD 83(1986)-  26 52 24.     (N)    099 17 21.     (W)     SCALED    
 AE1097* NAVD 88     -       112.646  (meters)     369.57   (feet)  POSTED    
 AE1097  ___________________________________________________________________
 AE1097  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AE1097  DYNAMIC HT  -         112.460 (meters)     368.96  (feet)  COMP
 AE1097  MODELED GRAV-     979,033.0   (mgal)                       NAVD 88
 AE1097
 AE1097  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE1097
 AE1097.The horizontal coordinates were scaled from a topographic map and have
 AE1097.an estimated accuracy of +/- 6 seconds.
 AE1097
 AE1097.The orthometric height was determined by differential leveling
 AE1097.and adjusted by the National Geodetic Survey in 1992..
 AE1097.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE1097.rate of 0.0 thru 1.0 mm/km.
 AE1097
 AE1097.The geoid height was determined by GEOID03.
 AE1097
 AE1097.The dynamic height is computed by dividing the NAVD 88
 AE1097.geopotential number by the normal gravity value computed on the
 AE1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1097.degrees latitude (g = 980.6199 gals.).
 AE1097
 AE1097.The modeled gravity was interpolated from observed gravity values.
 AE1097
 AE1097;                    North         East    Units  Estimated Accuracy
 AE1097;SPC TX S     - 5,133,930.      221,590.      MT  (+/- 180 meters Scaled)
 AE1097
 AE1097                          SUPERSEDED SURVEY CONTROL
 AE1097
 AE1097  NGVD 29 (??/??/92)  112.703  (m)          369.76   (f) ADJ UNCH    1 2
 AE1097
 AE1097.Superseded values are not recommended for survey control.
 AE1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1097.See file dsdata.txt to determine how the superseded data were derived.
 AE1097
 AE1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ712724(NAD 83)
 AE1097_MARKER: DD = SURVEY DISK
 AE1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1097_STAMPING: 11 F 897
 AE1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1097+STABILITY: SURFACE MOTION
 AE1097
 AE1097  HISTORY     - Date     Condition        Report By
 AE1097  HISTORY     - UNK      MONUMENTED       IBWC
 AE1097  HISTORY     - 1956     GOOD             NGS
 AE1097
 AE1097                          STATION DESCRIPTION
 AE1097
 AE1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1097'4.8 MI S FROM ZAPATA.
 AE1097'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1097'ZAPATA, THENCE 1.4 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 77 FEET
 AE1097'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 1.5 FEET SOUTHEAST OF
 AE1097'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AE1097'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2315 ***********************************************************************
 BY2315  DESIGNATION -  11 S
 BY2315  PID         -  BY2315
 BY2315  STATE/COUNTY-  TX/ANDERSON
 BY2315  USGS QUAD   -  CAYUGA (1982)
 BY2315
 BY2315                         *CURRENT SURVEY CONTROL
 BY2315  ___________________________________________________________________
 BY2315* NAD 83(1986)-  31 53 34.     (N)    095 55 00.     (W)     SCALED    
 BY2315* NAVD 88     -        98.077  (meters)     321.77   (feet)  ADJUSTED  
 BY2315  ___________________________________________________________________
 BY2315  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BY2315  DYNAMIC HT  -          97.961 (meters)     321.39  (feet)  COMP
 BY2315  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 BY2315
 BY2315  VERT ORDER  -  SECOND    CLASS 0
 BY2315
 BY2315.The horizontal coordinates were scaled from a topographic map and have
 BY2315.an estimated accuracy of +/- 6 seconds.
 BY2315
 BY2315.The orthometric height was determined by differential leveling
 BY2315.and adjusted by the National Geodetic Survey in June 1991..
 BY2315
 BY2315.The geoid height was determined by GEOID03.
 BY2315
 BY2315.The dynamic height is computed by dividing the NAVD 88
 BY2315.geopotential number by the normal gravity value computed on the
 BY2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2315.degrees latitude (g = 980.6199 gals.).
 BY2315
 BY2315.The modeled gravity was interpolated from observed gravity values.
 BY2315
 BY2315;                    North         East    Units  Estimated Accuracy
 BY2315;SPC TX C     - 3,255,080.    1,117,720.      MT  (+/- 180 meters Scaled)
 BY2315
 BY2315                          SUPERSEDED SURVEY CONTROL
 BY2315
 BY2315  NGVD 29 (??/??/92)   98.067  (m)          321.74   (f) ADJ UNCH    2 0
 BY2315
 BY2315.Superseded values are not recommended for survey control.
 BY2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2315.See file dsdata.txt to determine how the superseded data were derived.
 BY2315
 BY2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR241322(NAD 83)
 BY2315_MARKER: DD = SURVEY DISK
 BY2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2315_STAMPING: 11 S 1946 321 FT
 BY2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2315+STABILITY: SURFACE MOTION
 BY2315
 BY2315  HISTORY     - Date     Condition        Report By
 BY2315  HISTORY     - 1946     MONUMENTED       USGS
 BY2315  HISTORY     - 1947     GOOD             NGS
 BY2315
 BY2315                          STATION DESCRIPTION
 BY2315
 BY2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2315'1.9 MI S FROM BETHEL.
 BY2315'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2315'THENCE 1.6 MILES SOUTH ALONG A COUNTY ROAD TO THE BETHEL COLORED
 BY2315'SCHOOL AND CHURCH AND THE SITE OF THE MARK, 25 FEET EAST OF THE CENTER
 BY2315'LINE OF THE ROAD, 7 FEET SOUTH OF THE CHURCH YARD FENCE, 2 FEET NORTH
 BY2315'OF A 4X4 MARKER POST.  A BRONZE GEOLOGICAL SURVEY DISK SET IN THE TOP
 BY2315'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1482 ***********************************************************************
 AJ1482  DESIGNATION -  11 WR
 AJ1482  PID         -  AJ1482
 AJ1482  STATE/COUNTY-  TX/WEBB
 AJ1482  USGS QUAD   -  LAS TIENDAS (1975)
 AJ1482
 AJ1482                         *CURRENT SURVEY CONTROL
 AJ1482  ___________________________________________________________________
 AJ1482* NAD 83(1986)-  27 55 29.     (N)    099 44 18.     (W)     SCALED    
 AJ1482* NAVD 88     -       216.53   (+/-2cm)     710.4    (feet)  VERTCON   
 AJ1482  ___________________________________________________________________
 AJ1482  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AJ1482
 AJ1482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1482
 AJ1482.The horizontal coordinates were scaled from a topographic map and have
 AJ1482.an estimated accuracy of +/- 6 seconds.
 AJ1482
 AJ1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1482.The vertical order pertains to the NGVD 29 superseded value.
 AJ1482
 AJ1482.The geoid height was determined by GEOID03.
 AJ1482
 AJ1482;                    North         East    Units  Estimated Accuracy
 AJ1482;SPC TX S     - 5,250,780.      178,110.      MT  (+/- 180 meters Scaled)
 AJ1482
 AJ1482                          SUPERSEDED SURVEY CONTROL
 AJ1482
 AJ1482  NGVD 29 (??/??/92)  216.50   (m)          710.3    (f) COMPUTED    2 0
 AJ1482
 AJ1482.Superseded values are not recommended for survey control.
 AJ1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1482.See file dsdata.txt to determine how the superseded data were derived.
 AJ1482
 AJ1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR273890(NAD 83)
 AJ1482_MARKER: DB = BENCH MARK DISK
 AJ1482_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1482_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1482_STAMPING: 11 WR 710 1964
 AJ1482_MARK LOGO: USGS  
 AJ1482_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1482
 AJ1482  HISTORY     - Date     Condition        Report By
 AJ1482  HISTORY     - 1964     MONUMENTED       USGS
 AJ1482
 AJ1482                          STATION DESCRIPTION
 AJ1482
 AJ1482'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1482'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 20.6 MILES NORTHWEST
 AJ1482'ALONG TEXAS FARM ROAD 1472, THENCE 12.1 MILES NORTH-NORTHEAST ALONG
 AJ1482'THE LA MESA AND SPOHN RANCH ROAD, ABOUT 1.0 MILE SOUTH OF CHALK HILL,
 AJ1482'18 FEET WEST OF THE CENTERLINE OF THE ROAD AT A METAL GATE, 2 FEET
 AJ1482'NORTH OF A FENCE, SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AJ1482'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0764 ***********************************************************************
 CE0764  DESIGNATION -  11 X
 CE0764  PID         -  CE0764
 CE0764  STATE/COUNTY-  TX/EL PASO
 CE0764  USGS QUAD   -  YSLETA (1994)
 CE0764
 CE0764                         *CURRENT SURVEY CONTROL
 CE0764  ___________________________________________________________________
 CE0764* NAD 83(1986)-  31 43 00.     (N)    106 22 25.     (W)     SCALED    
 CE0764* NAVD 88     -      1124.122  (meters)    3688.06   (feet)  ADJUSTED  
 CE0764  ___________________________________________________________________
 CE0764  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CE0764  DYNAMIC HT  -        1122.411 (meters)    3682.44  (feet)  COMP
 CE0764  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 CE0764
 CE0764  VERT ORDER  -  FIRST     CLASS I
 CE0764
 CE0764.The horizontal coordinates were scaled from a topographic map and have
 CE0764.an estimated accuracy of +/- 6 seconds.
 CE0764
 CE0764.The orthometric height was determined by differential leveling
 CE0764.and adjusted by the National Geodetic Survey in November 1996..
 CE0764
 CE0764.The geoid height was determined by GEOID03.
 CE0764
 CE0764.The dynamic height is computed by dividing the NAVD 88
 CE0764.geopotential number by the normal gravity value computed on the
 CE0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0764.degrees latitude (g = 980.6199 gals.).
 CE0764
 CE0764.The modeled gravity was interpolated from observed gravity values.
 CE0764
 CE0764;                    North         East    Units  Estimated Accuracy
 CE0764;SPC TX C     - 3,242,800.      127,790.      MT  (+/- 180 meters Scaled)
 CE0764
 CE0764                          SUPERSEDED SURVEY CONTROL
 CE0764
 CE0764.No superseded survey control is available for this station.
 CE0764
 CE0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR698098(NAD 83)
 CE0764_MARKER: DU = BOUNDARY MARKER
 CE0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0764_SP_SET: CONCRETE POST
 CE0764_MARK LOGO: IBWC  
 CE0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0764+STABILITY: SURFACE MOTION
 CE0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0764+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0764
 CE0764  HISTORY     - Date     Condition        Report By
 CE0764  HISTORY     - UNK      MONUMENTED       IBWC
 CE0764  HISTORY     - 19930112 GOOD             NGS
 CE0764
 CE0764                          STATION DESCRIPTION
 CE0764
 CE0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0764'13.8 KM (8.55 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0764'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0764'EL PASO, 3.6 M (11.8 FT) SOUTH OF A WOOD POST WITH A WITNESS SIGN
 CE0764'ATTACHED, 3.5 M (11.5 FT) WEST OF A METAL PIPE STAMPED I.B.W.C.
 CE0764'P.C.165+67.20, 0.8 M (2.6 FT) EAST OF THE ROAD CENTER, AND THE
 CE0764'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE ROAD SURFACE. NOTE--THE
 CE0764'DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2938 ***********************************************************************
 AW2938  DESIGNATION -  110
 AW2938  PID         -  AW2938
 AW2938  STATE/COUNTY-  TX/CHAMBERS
 AW2938  USGS QUAD   -  UMBRELLA POINT (1994)
 AW2938
 AW2938                         *CURRENT SURVEY CONTROL
 AW2938  ___________________________________________________________________
 AW2938* NAD 83(1986)-  29 44 56.     (N)    094 51 06.     (W)     SCALED    
 AW2938* NAVD 88     -         9.96   (+/-2cm)      32.7    (feet)  VERTCON   
 AW2938  ___________________________________________________________________
 AW2938  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2938
 AW2938  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2938
 AW2938.The horizontal coordinates were scaled from a topographic map and have
 AW2938.an estimated accuracy of +/- 6 seconds.
 AW2938
 AW2938.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2938.The vertical order pertains to the NGVD 29 superseded value.
 AW2938
 AW2938.The geoid height was determined by GEOID03.
 AW2938
 AW2938;                    North         East    Units  Estimated Accuracy
 AW2938;SPC TXSC     - 4,219,410.    1,001,130.      MT  (+/- 180 meters Scaled)
 AW2938
 AW2938                          SUPERSEDED SURVEY CONTROL
 AW2938
 AW2938  NGVD 29 (??/??/92)    9.963  (m)           32.69   (f) ADJ UNCH    1 2
 AW2938
 AW2938.Superseded values are not recommended for survey control.
 AW2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2938.See file dsdata.txt to determine how the superseded data were derived.
 AW2938
 AW2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN209923(NAD 83)
 AW2938_MARKER: P = PIPE CAP
 AW2938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2938_SP_SET: FOUNDATION
 AW2938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2938
 AW2938  HISTORY     - Date     Condition        Report By
 AW2938  HISTORY     - UNK      MONUMENTED       USGS
 AW2938  HISTORY     - 1959     GOOD             NGS
 AW2938  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2938  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2938  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2938  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW2938  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 AW2938
 AW2938                          STATION DESCRIPTION
 AW2938
 AW2938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2938'8.0 MI SW FROM COVE.
 AW2938'ABOUT 5.15 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE STATE HIGHWAY
 AW2938'73 OVERPASS AT COVE, THENCE ABOUT 2.85 MILES SOUTH ALONG FARM ROAD
 AW2938'2354, 97 FEET EAST OF THE CENTER LINE OF THE ROAD, 200 FEET SOUTHWEST
 AW2938'OF THE SOUTHWEST CORNER OF A TWO STORIED HOUSE, 61 FEET SOUTHEAST OF A
 AW2938'POWER POLE, 16 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 17 1/2
 AW2938'FEET NORTH OF A FENCE, ON THE WEST EDGE OF A 4-INCH WELL CASING
 AW2938'SURROUNDED BY AN 18-INCH SQUARE CONCRETE FOUNDATION PROJECTING ABOUT 2
 AW2938'FEET.
 AW2938
 AW2938                          STATION RECOVERY (1973)
 AW2938
 AW2938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2938'MARK NOT FOUND.
 AW2938
 AW2938                          STATION RECOVERY (1990)
 AW2938
 AW2938'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2938'MARK NOT FOUND.
 AW2938
 AW2938                          STATION RECOVERY (2001)
 AW2938
 AW2938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2938'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2938
 AW2938                          STATION RECOVERY (2004)
 AW2938
 AW2938'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2938'MARK NOT FOUND.
 AW2938
 AW2938                          STATION RECOVERY (2005)
 AW2938
 AW2938'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3485 ***********************************************************************
 AW3485  DESIGNATION -  110+00 700
 AW3485  PID         -  AW3485
 AW3485  STATE/COUNTY-  TX/HARRIS
 AW3485  USGS QUAD   -  LA PORTE (1982)
 AW3485
 AW3485                         *CURRENT SURVEY CONTROL
 AW3485  ___________________________________________________________________
 AW3485* NAD 83(1986)-  29 41 58.     (N)    095 00 27.     (W)     SCALED    
 AW3485* NAVD 88     -         1.89   (+/-2cm)       6.2    (feet)  VERTCON   
 AW3485  ___________________________________________________________________
 AW3485  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3485
 AW3485  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3485
 AW3485.The horizontal coordinates were scaled from a topographic map and have
 AW3485.an estimated accuracy of +/- 6 seconds.
 AW3485
 AW3485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3485.The vertical order pertains to the NGVD 29 superseded value.
 AW3485
 AW3485.The geoid height was determined by GEOID03.
 AW3485
 AW3485;                    North         East    Units  Estimated Accuracy
 AW3485;SPC TXSC     - 4,213,410.      986,260.      MT  (+/- 180 meters Scaled)
 AW3485
 AW3485                          SUPERSEDED SURVEY CONTROL
 AW3485
 AW3485  NGVD 29 (??/??/92)    1.890  (m)            6.20   (f) ADJ UNCH    1 2
 AW3485
 AW3485.Superseded values are not recommended for survey control.
 AW3485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3485.See file dsdata.txt to determine how the superseded data were derived.
 AW3485
 AW3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN057871(NAD 83)
 AW3485_MARKER: DD = SURVEY DISK
 AW3485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3485_STAMPING: 110+00 700
 AW3485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3485+STABILITY: SURFACE MOTION
 AW3485
 AW3485  HISTORY     - Date     Condition        Report By
 AW3485  HISTORY     - UNK      MONUMENTED       USE
 AW3485  HISTORY     - 1959     GOOD             NGS
 AW3485  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3485
 AW3485                          STATION DESCRIPTION
 AW3485
 AW3485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3485'2.35 MI NW FROM MORGAN POINT.
 AW3485'ABOUT 2.35 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3485'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3485'BANK OF SPILMAN ISLAND, 44 FEET NORTHWEST OF A CLAY AND SHELL MOUND,
 AW3485'19 FEET SOUTHWEST OF THE HIGH WATER LINE OF THE CHANNEL, 1 FOOT
 AW3485'NORTHWEST OF A 10-INCH CREOSOTED POST, AND IN THE TOP OF A POURED IN
 AW3485'PLACE CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THERE HAS BEEN A
 AW3485'CONSIDERABLE AMOUNT OF EROSION IN THE AREA.  MARK IS BELIEVED TO HAVE
 AW3485'BEEN WASHED OUT SINCE IT WAS ONLY 19 FEET FROM THE HIGH WATER LINE IN
 AW3485'1959.
 AW3485
 AW3485                          STATION RECOVERY (1964)
 AW3485
 AW3485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0011 ***********************************************************************
 DO0011  DESIGNATION -  110.03
 DO0011  PID         -  DO0011
 DO0011  STATE/COUNTY-  TX/WICHITA
 DO0011  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0011
 DO0011                         *CURRENT SURVEY CONTROL
 DO0011  ___________________________________________________________________
 DO0011* NAD 83(1986)-  33 53 12.     (N)    098 25 34.     (W)     SCALED    
 DO0011* NAVD 88     -       306.698  (meters)    1006.23   (feet)  ADJUSTED  
 DO0011  ___________________________________________________________________
 DO0011  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DO0011  DYNAMIC HT  -         306.362 (meters)    1005.12  (feet)  COMP
 DO0011  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 DO0011
 DO0011  VERT ORDER  -  FIRST     CLASS II
 DO0011
 DO0011.The horizontal coordinates were scaled from a topographic map and have
 DO0011.an estimated accuracy of +/- 6 seconds.
 DO0011
 DO0011.The orthometric height was determined by differential leveling
 DO0011.and adjusted by the National Geodetic Survey in June 1991..
 DO0011
 DO0011.The geoid height was determined by GEOID03.
 DO0011
 DO0011.The dynamic height is computed by dividing the NAVD 88
 DO0011.geopotential number by the normal gravity value computed on the
 DO0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0011.degrees latitude (g = 980.6199 gals.).
 DO0011
 DO0011.The modeled gravity was interpolated from observed gravity values.
 DO0011
 DO0011;                    North         East    Units  Estimated Accuracy
 DO0011;SPC TXNC     - 2,246,190.      606,840.      MT  (+/- 180 meters Scaled)
 DO0011
 DO0011                          SUPERSEDED SURVEY CONTROL
 DO0011
 DO0011  NGVD 29 (??/??/92)  306.624  (m)         1005.98   (f) ADJ UNCH    1 2
 DO0011
 DO0011.Superseded values are not recommended for survey control.
 DO0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0011.See file dsdata.txt to determine how the superseded data were derived.
 DO0011
 DO0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC530497(NAD 83)
 DO0011_MARKER: Q = CHISELED SQUARE
 DO0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0011_SP_SET: WALL
 DO0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0011
 DO0011  HISTORY     - Date     Condition        Report By
 DO0011  HISTORY     - UNK      MONUMENTED       BNRR
 DO0011  HISTORY     - 1950     GOOD             NGS
 DO0011  HISTORY     - 20010525 POOR             USPSQD
 DO0011
 DO0011                          STATION DESCRIPTION
 DO0011
 DO0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0011'4.2 MI SE FROM WICHITA FALLS.
 DO0011'IN CLAY COUNTY, 4.2 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER
 DO0011'CITY RAILWAY FROM WICHITA FALLS, WICHITA COUNTY, AT BRIDGE 110.03, AND
 DO0011'ON THE SOUTHWEST CORNER OF THE SOUTH PARAPET WALL.  A CHISELED SQUARE.
 DO0011'NOTE-- IT IS IN WICHITA COUNTY, ABOUT 0.3 MILE WEST OF THE
 DO0011'WICHITA-CLAY COUNTY LINE.
 DO0011
 DO0011                          STATION RECOVERY (2001)
 DO0011
 DO0011'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0011'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0124 ***********************************************************************
 EN0124  DESIGNATION -  1104+80
 EN0124  PID         -  EN0124
 EN0124  STATE/COUNTY-  TX/HALL
 EN0124  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0124
 EN0124                         *CURRENT SURVEY CONTROL
 EN0124  ___________________________________________________________________
 EN0124* NAD 83(1986)-  34 28 55.     (N)    100 45 43.     (W)     SCALED    
 EN0124* NAVD 88     -       688.474  (meters)    2258.77   (feet)  ADJUSTED  
 EN0124  ___________________________________________________________________
 EN0124  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 EN0124  DYNAMIC HT  -         687.672 (meters)    2256.14  (feet)  COMP
 EN0124  MODELED GRAV-     979,447.9   (mgal)                       NAVD 88
 EN0124
 EN0124  VERT ORDER  -  FIRST     CLASS II
 EN0124
 EN0124.The horizontal coordinates were scaled from a topographic map and have
 EN0124.an estimated accuracy of +/- 6 seconds.
 EN0124
 EN0124.The orthometric height was determined by differential leveling
 EN0124.and adjusted by the National Geodetic Survey in June 1991..
 EN0124
 EN0124.The geoid height was determined by GEOID03.
 EN0124
 EN0124.The dynamic height is computed by dividing the NAVD 88
 EN0124.geopotential number by the normal gravity value computed on the
 EN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0124.degrees latitude (g = 980.6199 gals.).
 EN0124
 EN0124.The modeled gravity was interpolated from observed gravity values.
 EN0124
 EN0124;                    North         East    Units  Estimated Accuracy
 EN0124;SPC TX N     - 1,053,720.      267,800.      MT  (+/- 180 meters Scaled)
 EN0124
 EN0124                          SUPERSEDED SURVEY CONTROL
 EN0124
 EN0124  NGVD 29 (??/??/92)  688.170  (m)         2257.77   (f) ADJ UNCH    1 2
 EN0124
 EN0124.Superseded values are not recommended for survey control.
 EN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0124.See file dsdata.txt to determine how the superseded data were derived.
 EN0124
 EN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD382170(NAD 83)
 EN0124_MARKER: Z = SEE DESCRIPTION
 EN0124_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0124_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0124
 EN0124  HISTORY     - Date     Condition        Report By
 EN0124  HISTORY     - UNK      MONUMENTED       BNRR
 EN0124  HISTORY     - 1933     GOOD             NGS
 EN0124  HISTORY     - 1934     GOOD             NGS
 EN0124
 EN0124                          STATION DESCRIPTION
 EN0124
 EN0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0124'11.1 MI NE FROM TURKEY.
 EN0124'11.1 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0124'THE STATION AT TURKEY, HALL COUNTY, ABOUT 1 MILE NORTHEAST OF THE
 EN0124'SIGNBOARD AT TAMPICO, AT STATION 1104 + 80 (MILEAGE 257.93), ABOUT 65
 EN0124'YARDS SOUTHEAST OF SIGN P 258.01 ABOUT 50 YARDS WEST OF A ROAD
 EN0124'CROSSING, ABOUT 23 YARDS SOUTH OF THE TRACK, AND ABOUT 7 YARDS NORTH
 EN0124'OF THE RIGHT-OF-WAY FRNCE.  THE TOP OF A CONCRETE-FILLED PIPE
 EN0124'PROJECTING ABOUT 12 INCHES ABOVE GROUND.
 EN0124
 EN0124                          STATION RECOVERY (1934)
 EN0124
 EN0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0219 ***********************************************************************
 AH0219  DESIGNATION -  110+50 USE
 AH0219  PID         -  AH0219
 AH0219  STATE/COUNTY-  TX/NUECES
 AH0219  USGS QUAD   -  PORT ARANSAS (1975)
 AH0219
 AH0219                         *CURRENT SURVEY CONTROL
 AH0219  ___________________________________________________________________
 AH0219* NAD 83(1986)-  27 52 04.     (N)    097 05 04.     (W)     SCALED    
 AH0219* NAVD 88     -         0.66   (+/-2cm)       2.2    (feet)  VERTCON   
 AH0219  ___________________________________________________________________
 AH0219  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH0219
 AH0219  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0219
 AH0219.The horizontal coordinates were scaled from a topographic map and have
 AH0219.an estimated accuracy of +/- 6 seconds.
 AH0219
 AH0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0219.The vertical order pertains to the NGVD 29 superseded value.
 AH0219
 AH0219.The geoid height was determined by GEOID03.
 AH0219
 AH0219;                    North         East    Units  Estimated Accuracy
 AH0219;SPC TX S     - 5,244,660.      439,410.      MT  (+/- 180 meters Scaled)
 AH0219
 AH0219                          SUPERSEDED SURVEY CONTROL
 AH0219
 AH0219  NGVD 29 (??/??/92)    0.77   (m)            2.5    (f) COMPUTED    1 2
 AH0219
 AH0219.Superseded values are not recommended for survey control.
 AH0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0219.See file dsdata.txt to determine how the superseded data were derived.
 AH0219
 AH0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR885840(NAD 83)
 AH0219_MARKER: DD = SURVEY DISK
 AH0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0219_STAMPING: 110+50 1941
 AH0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0219+STABILITY: SURFACE MOTION
 AH0219
 AH0219  HISTORY     - Date     Condition        Report By
 AH0219  HISTORY     - 1941     MONUMENTED       DOD
 AH0219  HISTORY     - 1959     GOOD             NGS
 AH0219  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0219
 AH0219                          STATION DESCRIPTION
 AH0219
 AH0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0219'4.15 MI E FROM ARANSAS PASS.
 AH0219'ABOUT 4.15 MILES EAST ALONG THE CAUSEWAY FROM THE TOLL GATE AT ARANSAS
 AH0219'PASS, AT THE CORPUS CHRISTI STEVEDORE DOCK, 140 FEET NORTHEAST OF THE
 AH0219'CENTER LINE OF THE ROAD, 81 FEET NORTH OF A POWER POLE, 49 FEET
 AH0219'NORTHEAST OF THE EAST CORNER OF A SHEET METAL GARAGE, 49 FEET
 AH0219'NORTHEAST OF A ROW OF POWER POLES, ABOUT 2 FEET BELOW THE LEVEL OF THE
 AH0219'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 AH0219
 AH0219                          STATION RECOVERY (1978)
 AH0219
 AH0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0219'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0153 ***********************************************************************
 CA0153  DESIGNATION -  1107.44
 CA0153  PID         -  CA0153
 CA0153  STATE/COUNTY-  TX/BURNET
 CA0153  USGS QUAD   -  LAMPASAS (1954)
 CA0153
 CA0153                         *CURRENT SURVEY CONTROL
 CA0153  ___________________________________________________________________
 CA0153* NAD 83(1986)-  31 01 54.     (N)    098 10 54.     (W)     SCALED    
 CA0153* NAVD 88     -       338.288  (meters)    1109.87   (feet)  ADJUSTED  
 CA0153  ___________________________________________________________________
 CA0153  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CA0153  DYNAMIC HT  -         337.835 (meters)    1108.38  (feet)  COMP
 CA0153  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 CA0153
 CA0153  VERT ORDER  -  SECOND    CLASS 0
 CA0153
 CA0153.The horizontal coordinates were scaled from a topographic map and have
 CA0153.an estimated accuracy of +/- 6 seconds.
 CA0153
 CA0153.The orthometric height was determined by differential leveling
 CA0153.and adjusted by the National Geodetic Survey in June 1991..
 CA0153
 CA0153.The geoid height was determined by GEOID03.
 CA0153
 CA0153.The dynamic height is computed by dividing the NAVD 88
 CA0153.geopotential number by the normal gravity value computed on the
 CA0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0153.degrees latitude (g = 980.6199 gals.).
 CA0153
 CA0153.The modeled gravity was interpolated from observed gravity values.
 CA0153
 CA0153;                    North         East    Units  Estimated Accuracy
 CA0153;SPC TX C     - 3,153,300.      905,390.      MT  (+/- 180 meters Scaled)
 CA0153
 CA0153                          SUPERSEDED SURVEY CONTROL
 CA0153
 CA0153  NGVD 29 (??/??/92)  338.190  (m)         1109.55   (f) ADJ UNCH    2 0
 CA0153
 CA0153.Superseded values are not recommended for survey control.
 CA0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0153.See file dsdata.txt to determine how the superseded data were derived.
 CA0153
 CA0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV780333(NAD 83)
 CA0153_MARKER: N = NAIL
 CA0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0153_SP_SET: TREE
 CA0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0153
 CA0153  HISTORY     - Date     Condition        Report By
 CA0153  HISTORY     - UNK      MONUMENTED       TXHD
 CA0153  HISTORY     - 1933     GOOD             NGS
 CA0153
 CA0153                          STATION DESCRIPTION
 CA0153
 CA0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0153'2.5 MI S FROM LAMPASAS.
 CA0153'84 FEET SOUTH OF BURNET-LAMPASAS COUNTY LINE.  153 FEET WEST OF CENTER
 CA0153'LINE OF T AND N.O. RAILROAD AND 45 FEET WEST OF STATE HIGHWAY MARKER
 CA0153'2132 PLUS 00.  16 PENNY NAIL ON EAST SIDE OF 16 IN BLACK JACK TREE, 6
 CA0153'IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3704 ***********************************************************************
 AW3704  DESIGNATION -  1108+00 300 L HSC 53
 AW3704  PID         -  AW3704
 AW3704  STATE/COUNTY-  TX/HARRIS
 AW3704  USGS QUAD   -  PASADENA (1995)
 AW3704
 AW3704                         *CURRENT SURVEY CONTROL
 AW3704  ___________________________________________________________________
 AW3704* NAD 83(1986)-  29 43 16.     (N)    095 14 50.     (W)     SCALED    
 AW3704* NAVD 88     -         1.80   (+/-2cm)       5.9    (feet)  VERTCON   
 AW3704  ___________________________________________________________________
 AW3704  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3704
 AW3704  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3704
 AW3704.The horizontal coordinates were scaled from a topographic map and have
 AW3704.an estimated accuracy of +/- 6 seconds.
 AW3704
 AW3704.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3704.The vertical order pertains to the NGVD 29 superseded value.
 AW3704
 AW3704.The geoid height was determined by GEOID03.
 AW3704
 AW3704;                    North         East    Units  Estimated Accuracy
 AW3704;SPC TXSC     - 4,215,040.      963,000.      MT  (+/- 180 meters Scaled)
 AW3704
 AW3704                          SUPERSEDED SURVEY CONTROL
 AW3704
 AW3704  NGVD 29 (??/??/92)    1.802  (m)            5.91   (f) ADJ UNCH    1 2
 AW3704
 AW3704.Superseded values are not recommended for survey control.
 AW3704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3704.See file dsdata.txt to determine how the superseded data were derived.
 AW3704
 AW3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN826899(NAD 83)
 AW3704_MARKER: DD = SURVEY DISK
 AW3704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3704_STAMPING: 1108+42 300 LHSC 53
 AW3704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3704+STABILITY: SURFACE MOTION
 AW3704
 AW3704  HISTORY     - Date     Condition        Report By
 AW3704  HISTORY     - UNK      MONUMENTED       USE
 AW3704  HISTORY     - 1959     GOOD             NGS
 AW3704  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3704
 AW3704                          STATION DESCRIPTION
 AW3704
 AW3704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3704'3.0 MI W FROM PASADENA.
 AW3704'ABOUT 3.0 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3704'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE PROPERTY OF MAYO
 AW3704'SHELL COMPANY, 99 FEET SOUTH OF THE SOUTH RAIL OF A SPUR TRACK, 41
 AW3704'FEET NORTH OF THE CENTER LINE OF A SHELL ROAD, 2 1/2 FEET NORTH OF THE
 AW3704'EAST CORNER OF THE MAYO SHELL COMPANY OFFICE BUILDING, AND IN THE TOP
 AW3704'OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3704
 AW3704                          STATION RECOVERY (1964)
 AW3704
 AW3704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0197 ***********************************************************************
 AX0197  DESIGNATION -  111
 AX0197  PID         -  AX0197
 AX0197  STATE/COUNTY-  TX/AUSTIN
 AX0197  USGS QUAD   -  BELLVILLE (1981)
 AX0197
 AX0197                         *CURRENT SURVEY CONTROL
 AX0197  ___________________________________________________________________
 AX0197* NAD 83(1986)-  29 59 15.     (N)    096 16 57.     (W)     SCALED    
 AX0197* NAVD 88     -        73.71   (+/-2cm)     241.8    (feet)  VERTCON   
 AX0197  ___________________________________________________________________
 AX0197  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0197
 AX0197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0197
 AX0197.The horizontal coordinates were scaled from a topographic map and have
 AX0197.an estimated accuracy of +/- 6 seconds.
 AX0197
 AX0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0197.The vertical order pertains to the NGVD 29 superseded value.
 AX0197
 AX0197.The geoid height was determined by GEOID03.
 AX0197
 AX0197;                    North         East    Units  Estimated Accuracy
 AX0197;SPC TXSC     - 4,241,790.      862,190.      MT  (+/- 180 meters Scaled)
 AX0197
 AX0197                          SUPERSEDED SURVEY CONTROL
 AX0197
 AX0197  NGVD 29 (??/??/92)   73.686  (m)          241.75   (f) ADJ UNCH    2 0
 AX0197
 AX0197.Superseded values are not recommended for survey control.
 AX0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0197.See file dsdata.txt to determine how the superseded data were derived.
 AX0197
 AX0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU621205(NAD 83)
 AX0197_MARKER: X = CHISELED CROSS
 AX0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0197_SP_SET: SECTION RAIL
 AX0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0197
 AX0197  HISTORY     - Date     Condition        Report By
 AX0197  HISTORY     - UNK      MONUMENTED       LOCENG
 AX0197  HISTORY     - 1954     GOOD             NGS
 AX0197
 AX0197                          STATION DESCRIPTION
 AX0197
 AX0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0197'3.4 MI NW FROM BELLVILLE.
 AX0197'3.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AX0197'AT BELLVILLE, 1/2 POLE SOUTHEAST OF MILEPOST 111, 21.6 FEET NORTHEAST
 AX0197'OF THE NORTHEAST RAIL OF THE MAIN TRACK, A CHISELED CROSS ON THE TOP
 AX0197'OF A WHITE VERTICAL SECTION OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0009 ***********************************************************************
 DO0009  DESIGNATION -  111
 DO0009  PID         -  DO0009
 DO0009  STATE/COUNTY-  TX/WICHITA
 DO0009  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0009
 DO0009                         *CURRENT SURVEY CONTROL
 DO0009  ___________________________________________________________________
 DO0009* NAD 83(1986)-  33 53 34.     (N)    098 26 29.     (W)     SCALED    
 DO0009* NAVD 88     -       304.285  (meters)     998.31   (feet)  ADJUSTED  
 DO0009  ___________________________________________________________________
 DO0009  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DO0009  DYNAMIC HT  -         303.951 (meters)     997.21  (feet)  COMP
 DO0009  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 DO0009
 DO0009  VERT ORDER  -  FIRST     CLASS II
 DO0009
 DO0009.The horizontal coordinates were scaled from a topographic map and have
 DO0009.an estimated accuracy of +/- 6 seconds.
 DO0009
 DO0009.The orthometric height was determined by differential leveling
 DO0009.and adjusted by the National Geodetic Survey in June 1991..
 DO0009
 DO0009.The geoid height was determined by GEOID03.
 DO0009
 DO0009.The dynamic height is computed by dividing the NAVD 88
 DO0009.geopotential number by the normal gravity value computed on the
 DO0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0009.degrees latitude (g = 980.6199 gals.).
 DO0009
 DO0009.The modeled gravity was interpolated from observed gravity values.
 DO0009
 DO0009;                    North         East    Units  Estimated Accuracy
 DO0009;SPC TXNC     - 2,246,870.      605,420.      MT  (+/- 180 meters Scaled)
 DO0009
 DO0009                          SUPERSEDED SURVEY CONTROL
 DO0009
 DO0009  NGVD 29 (??/??/92)  304.210  (m)          998.06   (f) ADJ UNCH    1 2
 DO0009
 DO0009.Superseded values are not recommended for survey control.
 DO0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0009.See file dsdata.txt to determine how the superseded data were derived.
 DO0009
 DO0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC516504(NAD 83)
 DO0009_MARKER: Z = SEE DESCRIPTION
 DO0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0009_SP_SET: MILEPOST
 DO0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0009
 DO0009  HISTORY     - Date     Condition        Report By
 DO0009  HISTORY     - UNK      MONUMENTED       BNRR
 DO0009  HISTORY     - 1957     GOOD             NGS
 DO0009  HISTORY     - 20010525 GOOD             USPSQD
 DO0009
 DO0009                          STATION DESCRIPTION
 DO0009
 DO0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0009'3.1 MI SE FROM WICHITA FALLS.
 DO0009'3.1 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0009'WICHITA FALLS, WICHITA COUNTY, AND ON THE TOP OF MILEPOST 111.  THE
 DO0009'TOP OF THE MILEPOST.
 DO0009
 DO0009                          STATION RECOVERY (2001)
 DO0009
 DO0009'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1449 ***********************************************************************
 AE1449  DESIGNATION -  111
 AE1449  PID         -  AE1449
 AE1449  STATE/COUNTY-  TX/HIDALGO
 AE1449  USGS QUAD   -  HARGILL (1963)
 AE1449
 AE1449                         *CURRENT SURVEY CONTROL
 AE1449  ___________________________________________________________________
 AE1449* NAD 83(1993)-  26 26 49.20478(N)    098 00 57.72890(W)     ADJUSTED  
 AE1449* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AE1449  ___________________________________________________________________
 AE1449  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AE1449  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AE1449
 AE1449  HORZ ORDER  -  SECOND
 AE1449
 AE1449.The horizontal coordinates were established by classical geodetic methods
 AE1449.and adjusted by the National Geodetic Survey in February 1996..
 AE1449
 AE1449.The orthometric height was scaled from a topographic map.
 AE1449
 AE1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1449
 AE1449.The geoid height was determined by GEOID03.
 AE1449
 AE1449;                    North         East     Units Scale Factor Converg.
 AE1449;SPC TX S     - 5,086,548.153   348,265.591   MT  0.99994122   +0 13 11.0
 AE1449;SPC TX S     -16,688,116.73  1,142,601.36   sFT  0.99994122   +0 13 11.0
 AE1449;UTM  14      - 2,925,563.130   598,100.111   MT  0.99971881   +0 26 17.7
 AE1449
 AE1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1449!SPC TX S     -   1.00000062  x   0.99994122  =   0.99994184
 AE1449!UTM  14      -   1.00000062  x   0.99971881  =   0.99971943
 AE1449
 AE1449|---------------------------------------------------------------------|
 AE1449| PID    Reference Object                     Distance      Geod. Az  |
 AE1449|                                                           dddmmss.s |
 AE1449| CV2402 111 RM 1                             19.358 METERS 09137     |
 AE1449| CV2404 111 RM 3                             40.835 METERS 09847     |
 AE1449| AB1662 MONTE ALTO MUNICIPAL TANK           APPROX. 8.7 KM 1504449.8 |
 AE1449| AE1453 ENGLEMAN PRODUCTS CO TANK           APPROX.12.6 KM 1785602.8 |
 AE1449| CV2403 111 RM 2                             20.458 METERS 19243     |
 AE1449| CV2401 111 AZ MK                                          2385943.2 |
 AE1449| CV2405 111 RM 4                             48.680 METERS 35627     |
 AE1449|---------------------------------------------------------------------|
 AE1449
 AE1449                          SUPERSEDED SURVEY CONTROL
 AE1449
 AE1449  NAD 83(1986)-  26 26 49.21222(N)    098 00 57.69405(W) AD(       ) 2
 AE1449  NAD 27      -  26 26 47.97200(N)    098 00 56.67600(W) AD(       ) 2
 AE1449
 AE1449.Superseded values are not recommended for survey control.
 AE1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1449.See file dsdata.txt to determine how the superseded data were derived.
 AE1449
 AE1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ9810025563(NAD 83)
 AE1449_MARKER: DS = TRIANGULATION STATION DISK
 AE1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1449
 AE1449  HISTORY     - Date     Condition        Report By
 AE1449  HISTORY     - 1947     MONUMENTED       CGS
 AE1449  HISTORY     - 1961     GOOD             CGS
 AE1449
 AE1449                          STATION DESCRIPTION
 AE1449
 AE1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AE1449'THIS STATION IS LOCATED ON THE PUBLIC SCHOOL GROUNDS IN
 AE1449'THE NORTHWEST SECTION OF HARGILL.  IT IS 0.1 MILE NORTH OF
 AE1449'BUREAU OF RECLAMATION WITNESS POST, 248 FEET NORTHWEST OF
 AE1449'THE NORTHWEST CORNER OF SCHOOL BUILDING, 55 FEET SOUTHEAST
 AE1449'OF A FENCE CORNER AND 4 FEET SOUTHEAST OF A WHITE WITNESS
 AE1449'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED USBR 111
 AE1449'1946.
 AE1449'
 AE1449'USBR 111 WAS REMOVED AT THE REQUEST OF BUREAU OF RECLAMATION
 AE1449'AND REPLACED BY USC AND GS SURFACE AND UNDERGROUND MARKS.
 AE1449'
 AE1449'REFERENCE MARK NO. 1 IS 63.51 FEET EAST OF THE STATION.  IT
 AE1449'IS IN THE FENCELINE AT THE SOUTH EDGE OF A FIELD AND 9.5
 AE1449'FEET NORTH OF A 12 INCH TREE.  THE MARK IS FLUSH AND THE
 AE1449'DISK IS STAMPED USBR 111 NO 1 1946.
 AE1449'
 AE1449'REFERENCE MARK NO. 2 IS 67.12 FEET SOUTH OF THE STATION.
 AE1449'IT IS 10 FEET EAST OF THE CENTERLINE OF A FARM ROAD.  THE
 AE1449'MARK IS FLUSH AND THE DISK IS STAMPED USBR 111 NO 2 1946.
 AE1449'
 AE1449'THE AZIMUTH MARK IS 0.3 MILE SOUTHWEST OF THE STATION.  IT
 AE1449'IS 20 FEET EAST OF THE CENTERLINE OF A ROAD, 49 FEET NORTH
 AE1449'OF THE CENTERLINE OF A PAVED ROAD AND 12 FEET NORTH OF A
 AE1449'FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 AE1449'STAMPED USBR 111 1946.
 AE1449'
 AE1449'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1
 AE1449'MILE TO THE INTERSECTION WITH FARM HIGHWAY 490, TURN RIGHT
 AE1449'AND GO WEST ON HIGHWAY 490 FOR 0.25 MILE TO THE AZIMUTH
 AE1449'MARK ON THE RIGHT AS DESCRIBED.
 AE1449'
 AE1449'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AE1449
 AE1449                          STATION RECOVERY (1961)
 AE1449
 AE1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1449'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS
 AE1449'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 AE1449'NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND TO HAVE BEEN DESTROYED.
 AE1449'THE DIRECTION TO THE AZIMUTH MARK MISSED THE 1947 DIRECTION
 AE1449'BY 10.5 SECONDS.  REFERENCE MARKS NO. 3 AND NO. 4 WERE
 AE1449'ESTABLISHED BY THIS PARTY.  THE 1947 TO REACH IS ENTIRELY
 AE1449'ADEQUATE.  DUE TO SLIGHT CHANGES IN THE LOCALITY, A NEW
 AE1449'DESCRIPTION OF THE MARKS FOLLOW.
 AE1449'
 AE1449'THE STATION MARK IS A STANDARD DISK STAMPED USBR 111 1946,
 AE1449'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 AE1449'200 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 AE1449'BUILDING, 63 FEET WEST OF A 16-INCH TREE, 56 FEET SOUTHEAST
 AE1449'OF A CORNER FENCE POST, 16 FEET EAST OF THE CENTER OF A
 AE1449'DIM TRACK ROAD AND JUST SOUTH OF THE SOUTHWEST EDGE OF THE
 AE1449'BALL FIELD.  THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS
 AE1449'PARTY.
 AE1449'
 AE1449'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED 111 USBR NO
 AE1449'3 1946, IS SET IN A SQUARE CONCRETE POST 1 INCH BELOW THE
 AE1449'SURFACE OF THE GROUND.  IT IS 193 FEET NORTHEAST OF THE
 AE1449'NORTHWEST CORNER OF THE SCHOOL BUILDING, 168 FEET NORTH
 AE1449'OF THE CENTER OF A CONCRETE BASE WATER FOUNTAIN AND 11 FEET
 AE1449'WEST OF A 14-INCH BIRCH TREE.
 AE1449'
 AE1449'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED 111 USBR NO
 AE1449'4 1946, IS SET IN A SQUARE CONCRETE POST 2 INCHES BELOW THE
 AE1449'SURFACE OF THE GROUND.  IT IS NEAR THE NORTHWEST CORNER OF
 AE1449'THE BALL FIELD, 13 FEET EAST OF A NORTH-SOUTH FENCE AND 9
 AE1449'FEET WEST OF THE CENTER OF THE DIM TRACK ROAD.
 AE1449'
 AE1449'AZIMUTH MARK, A STANDARD DISK STAMPED USBR 111 1946, IS
 AE1449'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 AE1449'48 FEET NORTH OF THE CENTER OF FARM ROAD 490, 25 FEET
 AE1449'EAST OF A SAND ROAD AND 2 FEET NORTHEAST OF A METAL WITNESS
 AE1449'POST.
 AE1449'
 AE1449'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AE1449'
 AE1449'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1860 ***********************************************************************
 BK1860  DESIGNATION -  111.19 ATSFRR
 BK1860  PID         -  BK1860
 BK1860  STATE/COUNTY-  TX/JASPER
 BK1860  USGS QUAD   -  KIRBYVILLE (1984)
 BK1860
 BK1860                         *CURRENT SURVEY CONTROL
 BK1860  ___________________________________________________________________
 BK1860* NAD 83(1986)-  30 40 57.     (N)    093 53 20.     (W)     SCALED    
 BK1860* NAVD 88     -        34.26   (+/-2cm)     112.4    (feet)  VERTCON   
 BK1860  ___________________________________________________________________
 BK1860  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BK1860
 BK1860  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1860
 BK1860.The horizontal coordinates were scaled from a topographic map and have
 BK1860.an estimated accuracy of +/- 6 seconds.
 BK1860
 BK1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1860.The vertical order pertains to the NGVD 29 superseded value.
 BK1860
 BK1860.The geoid height was determined by GEOID03.
 BK1860
 BK1860;                    North         East    Units  Estimated Accuracy
 BK1860;SPC TX C     - 3,130,490.    1,317,090.      MT  (+/- 180 meters Scaled)
 BK1860
 BK1860                          SUPERSEDED SURVEY CONTROL
 BK1860
 BK1860  NGVD 29 (??/??/??)   34.247  (m)          112.36   (f) ADJUSTED    1 2
 BK1860
 BK1860.Superseded values are not recommended for survey control.
 BK1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1860.See file dsdata.txt to determine how the superseded data were derived.
 BK1860
 BK1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP148947(NAD 83)
 BK1860_MARKER: Z = SEE DESCRIPTION
 BK1860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1860_SP_SET: RAIL
 BK1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1860
 BK1860  HISTORY     - Date     Condition        Report By
 BK1860  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1860  HISTORY     - 1932     GOOD             CGS
 BK1860  HISTORY     - 1934     GOOD             CGS
 BK1860
 BK1860                          STATION DESCRIPTION
 BK1860
 BK1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1860'1.5 MI N FROM KIRBYVILLE.
 BK1860'1.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1860'STATION AT KIRBYVILLE, JASPER COUNTY, 60 FEET SOUTHWEST OF MILE RAIL
 BK1860'54, 30 FEET WEST OF THE TRACK, AND 3 FEET EAST OF MILE POLE 54. THE
 BK1860'TOP OF A VERTICAL RAIL PROJECTING 1 FOOT ABOVE GROUND.
 BK1860
 BK1860                          STATION RECOVERY (1934)
 BK1860
 BK1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3707 ***********************************************************************
 AW3707  DESIGNATION -  1112+00 450 HSC 53
 AW3707  PID         -  AW3707
 AW3707  STATE/COUNTY-  TX/HARRIS
 AW3707  USGS QUAD   -  PASADENA (1995)
 AW3707
 AW3707                         *CURRENT SURVEY CONTROL
 AW3707  ___________________________________________________________________
 AW3707* NAD 83(1986)-  29 43 15.     (N)    095 14 58.     (W)     SCALED    
 AW3707* NAVD 88     -         5.91   (+/-2cm)      19.4    (feet)  VERTCON   
 AW3707  ___________________________________________________________________
 AW3707  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3707
 AW3707  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3707
 AW3707.The horizontal coordinates were scaled from a topographic map and have
 AW3707.an estimated accuracy of +/- 6 seconds.
 AW3707
 AW3707.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3707.The vertical order pertains to the NGVD 29 superseded value.
 AW3707
 AW3707.The geoid height was determined by GEOID03.
 AW3707
 AW3707;                    North         East    Units  Estimated Accuracy
 AW3707;SPC TXSC     - 4,215,000.      962,780.      MT  (+/- 180 meters Scaled)
 AW3707
 AW3707                          SUPERSEDED SURVEY CONTROL
 AW3707
 AW3707  NGVD 29 (??/??/92)    5.909  (m)           19.39   (f) ADJ UNCH    1 2
 AW3707
 AW3707.Superseded values are not recommended for survey control.
 AW3707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3707.See file dsdata.txt to determine how the superseded data were derived.
 AW3707
 AW3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN824899(NAD 83)
 AW3707_MARKER: DD = SURVEY DISK
 AW3707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3707_STAMPING: 1112+00 450 HSC 53
 AW3707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3707+STABILITY: SURFACE MOTION
 AW3707
 AW3707  HISTORY     - Date     Condition        Report By
 AW3707  HISTORY     - UNK      MONUMENTED       USE
 AW3707  HISTORY     - 1964     GOOD             NGS
 AW3707
 AW3707                          STATION DESCRIPTION
 AW3707
 AW3707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3707'2.85 MI W FROM PASADENA.
 AW3707'ABOUT 2.3 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH END
 AW3707'OF THE WASHBURN TUNNEL AT PASADENA, THENCE 0.45 MILE WEST ACROSS THE
 AW3707'SHIP CHANNEL, THENCE 0.1 MILE WEST ALONG THE SOUTH SIDE OF THE SHIP
 AW3707'CHANNEL, ABOUT 0.1 MILE NORTHWEST OF A WATER TOWER AT THE MANCHESTER
 AW3707'TERMINAL CORPORATION, 195 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 AW3707'GUARDHOUSE AT THE EAST ENTRANCE TO THE EASTER STATES PETROLEUM
 AW3707'CORPORATION, 35 FEET NORTHWEST OF THE CENTER LINE OF A PAVED ROAD
 AW3707'LEADING INTO THE PLANT, 22 FEET NORTHEAST OF A FENCE CORNER OF A FENCE
 AW3707'AROUND SEVERAL OIL TANKS, 2 FEET SOUTHEAST OF A FENCE, AND SET IN THE
 AW3707'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0611 ***********************************************************************
 AW0611  DESIGNATION -  111+37.3
 AW0611  PID         -  AW0611
 AW0611  STATE/COUNTY-  TX/GALVESTON
 AW0611  USGS QUAD   -  
 AW0611
 AW0611                         *CURRENT SURVEY CONTROL
 AW0611  ___________________________________________________________________
 AW0611* NAD 83(1986)-  29 14 58.     (N)    094 51 20.     (W)     SCALED    
 AW0611* NAVD 88     -         4.553  (meters)      14.94   (feet)  ADJUSTED  
 AW0611  ___________________________________________________________________
 AW0611  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0611  DYNAMIC HT  -           4.547 (meters)      14.92  (feet)  COMP
 AW0611  MODELED GRAV-     979,257.0   (mgal)                       NAVD 88
 AW0611
 AW0611  VERT ORDER  -  FIRST     CLASS I
 AW0611
 AW0611.The horizontal coordinates were scaled from a topographic map and have
 AW0611.an estimated accuracy of +/- 6 seconds.
 AW0611
 AW0611.The orthometric height was determined by differential leveling
 AW0611.and adjusted by the National Geodetic Survey in June 1991..
 AW0611
 AW0611.The geoid height was determined by GEOID03.
 AW0611
 AW0611.The dynamic height is computed by dividing the NAVD 88
 AW0611.geopotential number by the normal gravity value computed on the
 AW0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0611.degrees latitude (g = 980.6199 gals.).
 AW0611
 AW0611.The modeled gravity was interpolated from observed gravity values.
 AW0611
 AW0611;                    North         East    Units  Estimated Accuracy
 AW0611;SPC TXSC     - 4,164,080.    1,002,720.      MT  (+/- 180 meters Scaled)
 AW0611
 AW0611                          SUPERSEDED SURVEY CONTROL
 AW0611
 AW0611  NGVD 29 (12/23/87)    4.550  (m)           14.93   (f) ADJUSTED    1 1
 AW0611
 AW0611.Superseded values are not recommended for survey control.
 AW0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0611.See file dsdata.txt to determine how the superseded data were derived.
 AW0611
 AW0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN196370(NAD 83)
 AW0611_MARKER: DD = SURVEY DISK
 AW0611_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0611_SP_SET: SEAWALL
 AW0611_STAMPING: 111+37.3
 AW0611_MARK LOGO: USE   
 AW0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0611+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0611
 AW0611  HISTORY     - Date     Condition        Report By
 AW0611  HISTORY     - UNK      MONUMENTED       USE
 AW0611  HISTORY     - 1964     GOOD             NGS
 AW0611  HISTORY     - 1978     GOOD             NGS
 AW0611  HISTORY     - 1986     GOOD             USPSQD
 AW0611  HISTORY     - 1987     GOOD             USPSQD
 AW0611  HISTORY     - 1987     GOOD             NGS
 AW0611  HISTORY     - 1988     GOOD             USPSQD
 AW0611  HISTORY     - 1988     GOOD             USPSQD
 AW0611  HISTORY     - 1988     GOOD             USPSQD
 AW0611  HISTORY     - 1988     GOOD             USPSQD
 AW0611  HISTORY     - 1988     GOOD             USPSQD
 AW0611  HISTORY     - 1988     GOOD             USPSQD
 AW0611  HISTORY     - 1988     GOOD             USPSQD
 AW0611  HISTORY     - 1988     GOOD             USPSQD
 AW0611  HISTORY     - 1989     GOOD             USPSQD
 AW0611  HISTORY     - 1989     GOOD             USPSQD
 AW0611  HISTORY     - 1989     GOOD             USPSQD
 AW0611  HISTORY     - 1989     GOOD             USPSQD
 AW0611  HISTORY     - 1989     GOOD             USPSQD
 AW0611  HISTORY     - 1989     GOOD             USPSQD
 AW0611  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0611  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0611  HISTORY     - 20020719 MARK NOT FOUND   USPSQD
 AW0611  HISTORY     - 20040316 GOOD             USPSQD
 AW0611  HISTORY     - 20051209 GOOD             USPSQD
 AW0611
 AW0611                          STATION DESCRIPTION
 AW0611
 AW0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0611'5.1 MI SW FROM GALVESTON.
 AW0611'ABOUT 5.1 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0611'CENTER AT GALVESTON, ABOUT 0.2 MILE SOUTHWEST OF THE HILL TOP MOTEL
 AW0611'ABOUT 0.2 MILE SOUTHWEST OF 89TH STREET, 52 FEET SOUTHEAST OF THE
 AW0611'CENTER LINE OF THE BOULEVARD, SET IN THE CENTER OF THE TOP OF A 3-FOOT
 AW0611'WIDE CONCRETE SEA WALL, AND ABOUT LEVEL WITH THE BOULEVARD.
 AW0611
 AW0611                          STATION RECOVERY (1978)
 AW0611
 AW0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1986)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1987)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1987)
 AW0611
 AW0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1988)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1988)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1988)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1988)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1988)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1988)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1988)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1988)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1989)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1989)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1989)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1989)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1989)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1989)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (1989)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0611'MARK NOT FOUND.
 AW0611
 AW0611                          STATION RECOVERY (1989)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0611'MARK NOT FOUND.
 AW0611
 AW0611                          STATION RECOVERY (2002)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0611'FOUND HOLE AT CENTERLINE OF SEAWALL WHERE MONUMENT PROBABLY PREVIOUSLY
 AW0611'EXISTED.
 AW0611
 AW0611                          STATION RECOVERY (2004)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0611'RECOVERED IN GOOD CONDITION.
 AW0611
 AW0611                          STATION RECOVERY (2005)
 AW0611
 AW0611'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0611'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3708 ***********************************************************************
 AW3708  DESIGNATION -  1120+50 350 R HSC 53
 AW3708  PID         -  AW3708
 AW3708  STATE/COUNTY-  TX/HARRIS
 AW3708  USGS QUAD   -  PARK PLACE (1995)
 AW3708
 AW3708                         *CURRENT SURVEY CONTROL
 AW3708  ___________________________________________________________________
 AW3708* NAD 83(1986)-  29 43 22.     (N)    095 15 05.     (W)     SCALED    
 AW3708* NAVD 88     -         6.17   (+/-2cm)      20.2    (feet)  VERTCON   
 AW3708  ___________________________________________________________________
 AW3708  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3708
 AW3708  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3708
 AW3708.The horizontal coordinates were scaled from a topographic map and have
 AW3708.an estimated accuracy of +/- 6 seconds.
 AW3708
 AW3708.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3708.The vertical order pertains to the NGVD 29 superseded value.
 AW3708
 AW3708.The geoid height was determined by GEOID03.
 AW3708
 AW3708;                    North         East    Units  Estimated Accuracy
 AW3708;SPC TXSC     - 4,215,210.      962,590.      MT  (+/- 180 meters Scaled)
 AW3708
 AW3708                          SUPERSEDED SURVEY CONTROL
 AW3708
 AW3708  NGVD 29 (??/??/92)    6.169  (m)           20.24   (f) ADJ UNCH    1 2
 AW3708
 AW3708.Superseded values are not recommended for survey control.
 AW3708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3708.See file dsdata.txt to determine how the superseded data were derived.
 AW3708
 AW3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN822901(NAD 83)
 AW3708_MARKER: DD = SURVEY DISK
 AW3708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3708_STAMPING: 1120+50 350 R HSC 53
 AW3708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3708+STABILITY: SURFACE MOTION
 AW3708
 AW3708  HISTORY     - Date     Condition        Report By
 AW3708  HISTORY     - UNK      MONUMENTED       USE
 AW3708  HISTORY     - 1959     GOOD             NGS
 AW3708  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3708
 AW3708                          STATION DESCRIPTION
 AW3708
 AW3708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3708'3.4 MI E FROM PASADENA.
 AW3708'ABOUT 3.0 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3708'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, THENCE ABOUT 0.2 MILE
 AW3708'SOUTHWEST ACROSS THE CHANNEL THENCE ABOUT 0.2 MILE NORTHWEST ALONG THE
 AW3708'SOUTHWEST BANK OF THE CHANNEL, ON THE PROPERTY OF THE EASTERN STATES
 AW3708'PETROLEUM CORPORATION PLANT NO. 2, ABOUT 0.15 MILE NORTHWEST OF THE
 AW3708'GUARD HOUSE AT THE EAST ENTRANCE, 44 FEET EAST OF THE EAST CORNER OF A
 AW3708'COOLING TOWER, 23 FEET NORTHWEST OF A WOVEN WIRE FENCE, 21 FEET WEST
 AW3708'OF A BRACED POWER POLE, 21 FEET EAST OF THE CENTER LINE OF A SHARP
 AW3708'CURVE IN A SHELL ROAD, AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW3708'THE GROUND.
 AW3708
 AW3708                          STATION RECOVERY (1964)
 AW3708
 AW3708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0008 ***********************************************************************
 DO0008  DESIGNATION -  112.17
 DO0008  PID         -  DO0008
 DO0008  STATE/COUNTY-  TX/WICHITA
 DO0008  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0008
 DO0008                         *CURRENT SURVEY CONTROL
 DO0008  ___________________________________________________________________
 DO0008* NAD 83(1986)-  33 53 59.     (N)    098 27 36.     (W)     SCALED    
 DO0008* NAVD 88     -       296.665  (meters)     973.31   (feet)  ADJUSTED  
 DO0008  ___________________________________________________________________
 DO0008  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DO0008  DYNAMIC HT  -         296.340 (meters)     972.24  (feet)  COMP
 DO0008  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 DO0008
 DO0008  VERT ORDER  -  FIRST     CLASS II
 DO0008
 DO0008.The horizontal coordinates were scaled from a topographic map and have
 DO0008.an estimated accuracy of +/- 6 seconds.
 DO0008
 DO0008.The orthometric height was determined by differential leveling
 DO0008.and adjusted by the National Geodetic Survey in June 1991..
 DO0008
 DO0008.The geoid height was determined by GEOID03.
 DO0008
 DO0008.The dynamic height is computed by dividing the NAVD 88
 DO0008.geopotential number by the normal gravity value computed on the
 DO0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0008.degrees latitude (g = 980.6199 gals.).
 DO0008
 DO0008.The modeled gravity was interpolated from observed gravity values.
 DO0008
 DO0008;                    North         East    Units  Estimated Accuracy
 DO0008;SPC TXNC     - 2,247,640.      603,700.      MT  (+/- 180 meters Scaled)
 DO0008
 DO0008                          SUPERSEDED SURVEY CONTROL
 DO0008
 DO0008  NGVD 29 (??/??/92)  296.588  (m)          973.06   (f) ADJ UNCH    1 2
 DO0008
 DO0008.Superseded values are not recommended for survey control.
 DO0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0008.See file dsdata.txt to determine how the superseded data were derived.
 DO0008
 DO0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC499511(NAD 83)
 DO0008_MARKER: Q = CHISELED SQUARE
 DO0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0008_SP_SET: WALL
 DO0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0008
 DO0008  HISTORY     - Date     Condition        Report By
 DO0008  HISTORY     - UNK      MONUMENTED       BNRR
 DO0008  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0008  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0008
 DO0008                          STATION DESCRIPTION
 DO0008
 DO0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0008'1.9 MI SE FROM WICHITA FALLS.
 DO0008'1.9 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0008'WICHITA FALLS, WICHITA COUNTY, AT BRIDGE 112.17, AND ON THE SOUTHWEST
 DO0008'CORNER OF THE SOUTH PARAPET WALL.  A CHISELED SQUARE.  NOTE-- NO
 DO0008'BRIDGE BY THIS NUMBER COULD BE FOUND AND A CHISELED SQUARE COULD NOT
 DO0008'BE IDENTIFIED IN BRIDGE 112.16.
 DO0008
 DO0008                          STATION RECOVERY (2001)
 DO0008
 DO0008'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0801 ***********************************************************************
 DN0801  DESIGNATION -  1124 GAINV
 DN0801  PID         -  DN0801
 DN0801  STATE/COUNTY-  TX/MONTAGUE
 DN0801  USGS QUAD   -  BOWIE (1978)
 DN0801
 DN0801                         *CURRENT SURVEY CONTROL
 DN0801  ___________________________________________________________________
 DN0801* NAD 83(1986)-  33 33 29.     (N)    097 50 57.     (W)     SCALED    
 DN0801* NAVD 88     -       342.679  (meters)    1124.27   (feet)  ADJUSTED  
 DN0801  ___________________________________________________________________
 DN0801  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DN0801  DYNAMIC HT  -         342.302 (meters)    1123.04  (feet)  COMP
 DN0801  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 DN0801
 DN0801  VERT ORDER  -  FIRST     CLASS II
 DN0801
 DN0801.The horizontal coordinates were scaled from a topographic map and have
 DN0801.an estimated accuracy of +/- 6 seconds.
 DN0801
 DN0801.The orthometric height was determined by differential leveling
 DN0801.and adjusted by the National Geodetic Survey in June 1991..
 DN0801
 DN0801.The geoid height was determined by GEOID03.
 DN0801
 DN0801.The dynamic height is computed by dividing the NAVD 88
 DN0801.geopotential number by the normal gravity value computed on the
 DN0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0801.degrees latitude (g = 980.6199 gals.).
 DN0801
 DN0801.The modeled gravity was interpolated from observed gravity values.
 DN0801
 DN0801;                    North         East    Units  Estimated Accuracy
 DN0801;SPC TXNC     - 2,209,930.      660,430.      MT  (+/- 180 meters Scaled)
 DN0801
 DN0801                          SUPERSEDED SURVEY CONTROL
 DN0801
 DN0801  NGVD 29 (??/??/92)  342.57   (m)         1123.9    (f) COMPUTED    1 2
 DN0801
 DN0801.Superseded values are not recommended for survey control.
 DN0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0801.See file dsdata.txt to determine how the superseded data were derived.
 DN0801
 DN0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC068137(NAD 83)
 DN0801_MARKER: P = PIPE CAP
 DN0801_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0801_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0801_STAMPING: 1123.922 GAINV 32
 DN0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0801
 DN0801  HISTORY     - Date     Condition        Report By
 DN0801  HISTORY     - UNK      MONUMENTED       USGS
 DN0801  HISTORY     - 1952     GOOD             NGS
 DN0801  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0801
 DN0801                          STATION DESCRIPTION
 DN0801
 DN0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0801'IN BOWIE.
 DN0801'AT BOWIE, AT THE INTERSECTION OF MASON STREET AND MONTAGUE STREET, 80
 DN0801'FEET NORTHEAST OF THE EAST CORNER OF THE FORT WORTH AND DENVER CITY
 DN0801'RAILROAD STATION, 20 FEET NORTHEAST OF THE CENTER LINE OF MONTAGUE
 DN0801'STREET, 38 FEET NORTHWEST OF THE CENTER LINE OF MASON STREET, 0.8 FOOT
 DN0801'EAST OF A STREET LIGHT POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH
 DN0801'PROJECTS 0.2 FOOT ABOVE THE BRICK PAVEMENT.
 DN0801
 DN0801                          STATION RECOVERY (1996)
 DN0801
 DN0801'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0802 ***********************************************************************
 DN0802  DESIGNATION -  1124 USGS RESET 1962
 DN0802  PID         -  DN0802
 DN0802  STATE/COUNTY-  TX/MONTAGUE
 DN0802  USGS QUAD   -  BOWIE (1978)
 DN0802
 DN0802                         *CURRENT SURVEY CONTROL
 DN0802  ___________________________________________________________________
 DN0802* NAD 83(1986)-  33 33 29.     (N)    097 50 57.     (W)     SCALED    
 DN0802* NAVD 88     -       342.965  (meters)    1125.21   (feet)  ADJUSTED  
 DN0802  ___________________________________________________________________
 DN0802  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DN0802  DYNAMIC HT  -         342.586 (meters)    1123.97  (feet)  COMP
 DN0802  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 DN0802
 DN0802  VERT ORDER  -  FIRST     CLASS II
 DN0802
 DN0802.The horizontal coordinates were scaled from a topographic map and have
 DN0802.an estimated accuracy of +/- 6 seconds.
 DN0802
 DN0802.The orthometric height was determined by differential leveling
 DN0802.and adjusted by the National Geodetic Survey in June 1991..
 DN0802
 DN0802.The geoid height was determined by GEOID03.
 DN0802
 DN0802.The dynamic height is computed by dividing the NAVD 88
 DN0802.geopotential number by the normal gravity value computed on the
 DN0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0802.degrees latitude (g = 980.6199 gals.).
 DN0802
 DN0802.The modeled gravity was interpolated from observed gravity values.
 DN0802
 DN0802;                    North         East    Units  Estimated Accuracy
 DN0802;SPC TXNC     - 2,209,930.      660,430.      MT  (+/- 180 meters Scaled)
 DN0802
 DN0802                          SUPERSEDED SURVEY CONTROL
 DN0802
 DN0802  NGVD 29 (??/??/??)  342.92   (m)         1125.1    (f) RESET       3  
 DN0802
 DN0802.Superseded values are not recommended for survey control.
 DN0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0802.See file dsdata.txt to determine how the superseded data were derived.
 DN0802
 DN0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC068137(NAD 83)
 DN0802_MARKER: DB = BENCH MARK DISK
 DN0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0802_STAMPING: 1124 USGS RESET 1962
 DN0802_MARK LOGO: CGS   
 DN0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0802+STABILITY: SURFACE MOTION
 DN0802
 DN0802  HISTORY     - Date     Condition        Report By
 DN0802  HISTORY     - 1962     MONUMENTED       USGS
 DN0802  HISTORY     - 1984     GOOD             NGS
 DN0802  HISTORY     - 19961116 GOOD             USPSQD
 DN0802
 DN0802                          STATION DESCRIPTION
 DN0802
 DN0802'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DN0802'IN BOWIE.
 DN0802'AT BOWIE, MONTAGUE COUNTY, 34 FEET NORTHEAST OF THE EAST CORNER OF THE
 DN0802'FORT WORTH AND DENVER RAILROAD STATION IN BOWIE, TEXAS, 13 FEET EAST
 DN0802'OF THE EAST RAIL OF THE SPUR TRACKS AND IS ON THE RAILROAD
 DN0802'RIGHT-OF-WAY PROPERTY LINE, IN THE NORTHWEST ANGLE OF THE INTERSECTION
 DN0802'OF MONTAGUE STREET AND N. MASON STREET, 2 FEET NORTH OF THE STREET
 DN0802'SIGN POST.  (PERMISSION GRANTED TO SET BENCH MARK ON RAILROAD PROPERTY
 DN0802'FROM DEPOT AGENT.)  A STANDARD U. S. COAST AND GEODETIC SURVEY BENCH
 DN0802'MARK STAMPED 1124 USGS RESET 1962, SET IN 12 X 12 IN. CONCRETE POST
 DN0802'FLUSH WITH THE SURFACE OF THE GROUND.
 DN0802
 DN0802                          STATION RECOVERY (1984)
 DN0802
 DN0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0802'RECOVERED IN GOOD CONDITION.
 DN0802
 DN0802                          STATION RECOVERY (1996)
 DN0802
 DN0802'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0322 ***********************************************************************
 DM0322  DESIGNATION -  113
 DM0322  PID         -  DM0322
 DM0322  STATE/COUNTY-  TX/BOWIE
 DM0322  USGS QUAD   -  DE KALB (1950)
 DM0322
 DM0322                         *CURRENT SURVEY CONTROL
 DM0322  ___________________________________________________________________
 DM0322* NAD 83(1986)-  33 30 06.     (N)    094 34 08.     (W)     SCALED    
 DM0322* NAVD 88     -       123.845  (meters)     406.31   (feet)  ADJUSTED  
 DM0322  ___________________________________________________________________
 DM0322  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DM0322  DYNAMIC HT  -         123.715 (meters)     405.89  (feet)  COMP
 DM0322  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 DM0322
 DM0322  VERT ORDER  -  SECOND    CLASS 0
 DM0322
 DM0322.The horizontal coordinates were scaled from a topographic map and have
 DM0322.an estimated accuracy of +/- 6 seconds.
 DM0322
 DM0322.The orthometric height was determined by differential leveling
 DM0322.and adjusted by the National Geodetic Survey in June 1991..
 DM0322
 DM0322.The geoid height was determined by GEOID03.
 DM0322
 DM0322.The dynamic height is computed by dividing the NAVD 88
 DM0322.geopotential number by the normal gravity value computed on the
 DM0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0322.degrees latitude (g = 980.6199 gals.).
 DM0322
 DM0322.The modeled gravity was interpolated from observed gravity values.
 DM0322
 DM0322;                    North         East    Units  Estimated Accuracy
 DM0322;SPC TXNC     - 2,210,320.      965,160.      MT  (+/- 180 meters Scaled)
 DM0322
 DM0322                          SUPERSEDED SURVEY CONTROL
 DM0322
 DM0322  NGVD 29 (??/??/92)  123.850  (m)          406.33   (f) ADJ UNCH    2 0
 DM0322
 DM0322.Superseded values are not recommended for survey control.
 DM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0322.See file dsdata.txt to determine how the superseded data were derived.
 DM0322
 DM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT542080(NAD 83)
 DM0322_MARKER: DD = SURVEY DISK
 DM0322_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0322_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0322_STAMPING: 113 1908 406
 DM0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0322
 DM0322  HISTORY     - Date     Condition        Report By
 DM0322  HISTORY     - 1908     MONUMENTED       USGS
 DM0322  HISTORY     - 1934     GOOD             NGS
 DM0322
 DM0322                          STATION DESCRIPTION
 DM0322
 DM0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0322'2.8 MI E FROM DE KALB.
 DM0322'2.8 MI E OF AND ALONG THE T P RR.  AT A ROAD CROSSING.  104 FEET W OF
 DM0322'CENTER OF CROSS ROAD.  45 FEET N OF CENTER OF TRACK.  5 FEET S OF R/W
 DM0322'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3710 ***********************************************************************
 AW3710  DESIGNATION -  1130+00 350
 AW3710  PID         -  AW3710
 AW3710  STATE/COUNTY-  TX/HARRIS
 AW3710  USGS QUAD   -  PARK PLACE (1995)
 AW3710
 AW3710                         *CURRENT SURVEY CONTROL
 AW3710  ___________________________________________________________________
 AW3710* NAD 83(1986)-  29 43 29.     (N)    095 15 14.     (W)     SCALED    
 AW3710* NAVD 88     -         3.83   (+/-2cm)      12.6    (feet)  VERTCON   
 AW3710  ___________________________________________________________________
 AW3710  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3710
 AW3710  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3710
 AW3710.The horizontal coordinates were scaled from a topographic map and have
 AW3710.an estimated accuracy of +/- 6 seconds.
 AW3710
 AW3710.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3710.The vertical order pertains to the NGVD 29 superseded value.
 AW3710
 AW3710.The geoid height was determined by GEOID03.
 AW3710
 AW3710;                    North         East    Units  Estimated Accuracy
 AW3710;SPC TXSC     - 4,215,420.      962,340.      MT  (+/- 180 meters Scaled)
 AW3710
 AW3710                          SUPERSEDED SURVEY CONTROL
 AW3710
 AW3710  NGVD 29 (??/??/92)    3.825  (m)           12.55   (f) ADJ UNCH    1 2
 AW3710
 AW3710.Superseded values are not recommended for survey control.
 AW3710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3710.See file dsdata.txt to determine how the superseded data were derived.
 AW3710
 AW3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN819904(NAD 83)
 AW3710_MARKER: DD = SURVEY DISK
 AW3710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3710_SP_SET: STEEL CASING
 AW3710_STAMPING: 1130+00 350
 AW3710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3710
 AW3710  HISTORY     - Date     Condition        Report By
 AW3710  HISTORY     - UNK      MONUMENTED       USE
 AW3710  HISTORY     - 1964     GOOD             NGS
 AW3710
 AW3710                          STATION DESCRIPTION
 AW3710
 AW3710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3710'3.25 MI E FROM PASADENA.
 AW3710'ABOUT 2.3 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH END
 AW3710'OF THE WASHBURN TUNNEL AT PASADENA, THENCE 0.45 MILE WEST ACROSS THE
 AW3710'CHANNEL, THENCE 0.4 MILE NORTHWEST ALONG THE SOUTH SIDE OF THE
 AW3710'CHANNEL, ON PROPERTY BELONGING TO THE EASTERN STATES PETROLEUM
 AW3710'CORPORATION, 20 1/2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 AW3710'SIDEWALK, 19 1/2 FEET NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE
 AW3710'RETAINING WALL AROUND AN OIL TRAP, 18 1/2 FEET NORTHWEST OF A
 AW3710'SIDEWALK, 13 1/2 FEET SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD,
 AW3710'2.0 FEET NORTH OF A POST BEARING A SIGN WHICH READS SURVEY MARKER,
 AW3710'ENCASED IN A HALF MOON-SHAPED STEEL CASING ON THE SOUTHEAST EDGE OF
 AW3710'THE ROAD AND COVERED BY A STEEL PLATE, AND ABOUT 5 INCHES BELOW THE
 AW3710'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0006 ***********************************************************************
 DO0006  DESIGNATION -  113.19
 DO0006  PID         -  DO0006
 DO0006  STATE/COUNTY-  TX/WICHITA
 DO0006  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0006
 DO0006                         *CURRENT SURVEY CONTROL
 DO0006  ___________________________________________________________________
 DO0006* NAD 83(1986)-  33 54 24.     (N)    098 28 34.     (W)     SCALED    
 DO0006* NAVD 88     -       288.796  (meters)     947.49   (feet)  ADJUSTED  
 DO0006  ___________________________________________________________________
 DO0006  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DO0006  DYNAMIC HT  -         288.479 (meters)     946.45  (feet)  COMP
 DO0006  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 DO0006
 DO0006  VERT ORDER  -  FIRST     CLASS II
 DO0006
 DO0006.The horizontal coordinates were scaled from a topographic map and have
 DO0006.an estimated accuracy of +/- 6 seconds.
 DO0006
 DO0006.The orthometric height was determined by differential leveling
 DO0006.and adjusted by the National Geodetic Survey in June 1991..
 DO0006
 DO0006.The geoid height was determined by GEOID03.
 DO0006
 DO0006.The dynamic height is computed by dividing the NAVD 88
 DO0006.geopotential number by the normal gravity value computed on the
 DO0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0006.degrees latitude (g = 980.6199 gals.).
 DO0006
 DO0006.The modeled gravity was interpolated from observed gravity values.
 DO0006
 DO0006;                    North         East    Units  Estimated Accuracy
 DO0006;SPC TXNC     - 2,248,410.      602,210.      MT  (+/- 180 meters Scaled)
 DO0006
 DO0006                          SUPERSEDED SURVEY CONTROL
 DO0006
 DO0006  NGVD 29 (??/??/92)  288.719  (m)          947.24   (f) ADJ UNCH    1 2
 DO0006
 DO0006.Superseded values are not recommended for survey control.
 DO0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0006.See file dsdata.txt to determine how the superseded data were derived.
 DO0006
 DO0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC484519(NAD 83)
 DO0006_MARKER: Q = CHISELED SQUARE
 DO0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0006_SP_SET: WALL
 DO0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0006
 DO0006  HISTORY     - Date     Condition        Report By
 DO0006  HISTORY     - UNK      MONUMENTED       BNRR
 DO0006  HISTORY     - 1957     GOOD             NGS
 DO0006  HISTORY     - 20010525 GOOD             USPSQD
 DO0006
 DO0006                          STATION DESCRIPTION
 DO0006
 DO0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0006'0.9 MI SE FROM WICHITA FALLS.
 DO0006'0.9 MILE SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0006'WICHITA FALLS, WICHITA COUNTY, AT BRIDGE 113.19, AND ON THE NORTHWEST
 DO0006'CORNER OF THE NORTH PARAPET WALL.  A CHISELED SQUARE.
 DO0006
 DO0006                          STATION RECOVERY (2001)
 DO0006
 DO0006'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0125 ***********************************************************************
 EN0125  DESIGNATION -  1132+46
 EN0125  PID         -  EN0125
 EN0125  STATE/COUNTY-  TX/HALL
 EN0125  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0125
 EN0125                         *CURRENT SURVEY CONTROL
 EN0125  ___________________________________________________________________
 EN0125* NAD 83(1986)-  34 28 58.     (N)    100 46 15.     (W)     SCALED    
 EN0125* NAVD 88     -       690.718  (meters)    2266.13   (feet)  ADJUSTED  
 EN0125  ___________________________________________________________________
 EN0125  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 EN0125  DYNAMIC HT  -         689.911 (meters)    2263.48  (feet)  COMP
 EN0125  MODELED GRAV-     979,445.8   (mgal)                       NAVD 88
 EN0125
 EN0125  VERT ORDER  -  FIRST     CLASS II
 EN0125
 EN0125.The horizontal coordinates were scaled from a topographic map and have
 EN0125.an estimated accuracy of +/- 6 seconds.
 EN0125
 EN0125.The orthometric height was determined by differential leveling
 EN0125.and adjusted by the National Geodetic Survey in June 1991..
 EN0125
 EN0125.The geoid height was determined by GEOID03.
 EN0125
 EN0125.The dynamic height is computed by dividing the NAVD 88
 EN0125.geopotential number by the normal gravity value computed on the
 EN0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0125.degrees latitude (g = 980.6199 gals.).
 EN0125
 EN0125.The modeled gravity was interpolated from observed gravity values.
 EN0125
 EN0125;                    North         East    Units  Estimated Accuracy
 EN0125;SPC TX N     - 1,053,810.      266,980.      MT  (+/- 180 meters Scaled)
 EN0125
 EN0125                          SUPERSEDED SURVEY CONTROL
 EN0125
 EN0125  NGVD 29 (??/??/92)  690.412  (m)         2265.13   (f) ADJ UNCH    1 2
 EN0125
 EN0125.Superseded values are not recommended for survey control.
 EN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0125.See file dsdata.txt to determine how the superseded data were derived.
 EN0125
 EN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD373171(NAD 83)
 EN0125_MARKER: Z = SEE DESCRIPTION
 EN0125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0125_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0125
 EN0125  HISTORY     - Date     Condition        Report By
 EN0125  HISTORY     - UNK      MONUMENTED       BNRR
 EN0125  HISTORY     - 1933     GOOD             NGS
 EN0125  HISTORY     - 1934     GOOD             NGS
 EN0125
 EN0125                          STATION DESCRIPTION
 EN0125
 EN0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0125'10.5 MI NE FROM TURKEY.
 EN0125'10.5 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0125'THE STATION AT TURKEY, HALL COUNTY, ABOUT 0.4 MILE NORTHEAST OF THE
 EN0125'SIGNBOARD AT TAMPICO, AT STATION 1132 + 46 (MILEAGE 258.49), ABOUT 85
 EN0125'YARDS EAST OF BRIDGE P 258.53 ABOUT 27 YARDS SOUTHEAST OF THE TRACK,
 EN0125'AND ABOUT 5 YARDS NORTHWEST OF THE RIGHT-OF-WAY FENCE. THE TOP OF A
 EN0125'CONCRETE-FILLED PIPE PROJECTING ABOUT 16 INCHES ABOVE GROUND.
 EN0125
 EN0125                          STATION RECOVERY (1934)
 EN0125
 EN0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1854 ***********************************************************************
 BK1854  DESIGNATION -  114.00 ATSFRR
 BK1854  PID         -  BK1854
 BK1854  STATE/COUNTY-  TX/JASPER
 BK1854  USGS QUAD   -  KIRBYVILLE (1984)
 BK1854
 BK1854                         *CURRENT SURVEY CONTROL
 BK1854  ___________________________________________________________________
 BK1854* NAD 83(1986)-  30 37 32.     (N)    093 53 51.     (W)     SCALED    
 BK1854* NAVD 88     -        35.10   (+/-2cm)     115.2    (feet)  VERTCON   
 BK1854  ___________________________________________________________________
 BK1854  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BK1854
 BK1854  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1854
 BK1854.The horizontal coordinates were scaled from a topographic map and have
 BK1854.an estimated accuracy of +/- 6 seconds.
 BK1854
 BK1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1854.The vertical order pertains to the NGVD 29 superseded value.
 BK1854
 BK1854.The geoid height was determined by GEOID03.
 BK1854
 BK1854;                    North         East    Units  Estimated Accuracy
 BK1854;SPC TX C     - 3,124,140.    1,316,630.      MT  (+/- 180 meters Scaled)
 BK1854
 BK1854                          SUPERSEDED SURVEY CONTROL
 BK1854
 BK1854  NGVD 29 (??/??/??)   35.086  (m)          115.11   (f) ADJUSTED    1 2
 BK1854
 BK1854.Superseded values are not recommended for survey control.
 BK1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1854.See file dsdata.txt to determine how the superseded data were derived.
 BK1854
 BK1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP139884(NAD 83)
 BK1854_MARKER: Z = SEE DESCRIPTION
 BK1854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1854_SP_SET: RAIL
 BK1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1854
 BK1854  HISTORY     - Date     Condition        Report By
 BK1854  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1854  HISTORY     - 1932     GOOD             CGS
 BK1854  HISTORY     - 1934     GOOD             CGS
 BK1854
 BK1854                          STATION DESCRIPTION
 BK1854
 BK1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1854'2 MI N FROM CALL JUNCTION.
 BK1854'2.0 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1854'STATION AT CALL JUNCTION, JASPER COUNTY, 30 FEET WEST OF THE TRACK,
 BK1854'AND 3 FEET EAST OF MILE POLE 50.  THE TOP OF A VERTICAL RAIL
 BK1854'PROJECTING 1 FOOT ABOVE GROUND.
 BK1854
 BK1854                          STATION RECOVERY (1934)
 BK1854
 BK1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3712 ***********************************************************************
 AW3712  DESIGNATION -  1140+00 350 1953
 AW3712  PID         -  AW3712
 AW3712  STATE/COUNTY-  TX/HARRIS
 AW3712  USGS QUAD   -  PARK PLACE (1995)
 AW3712
 AW3712                         *CURRENT SURVEY CONTROL
 AW3712  ___________________________________________________________________
 AW3712* NAD 83(1986)-  29 43 33.     (N)    095 15 23.     (W)     SCALED    
 AW3712* NAVD 88     -         6.78   (+/-2cm)      22.2    (feet)  VERTCON   
 AW3712  ___________________________________________________________________
 AW3712  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3712
 AW3712  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3712
 AW3712.The horizontal coordinates were scaled from a topographic map and have
 AW3712.an estimated accuracy of +/- 6 seconds.
 AW3712
 AW3712.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3712.The vertical order pertains to the NGVD 29 superseded value.
 AW3712
 AW3712.The geoid height was determined by GEOID03.
 AW3712
 AW3712;                    North         East    Units  Estimated Accuracy
 AW3712;SPC TXSC     - 4,215,540.      962,090.      MT  (+/- 180 meters Scaled)
 AW3712
 AW3712                          SUPERSEDED SURVEY CONTROL
 AW3712
 AW3712  NGVD 29 (??/??/92)    6.779  (m)           22.24   (f) ADJ UNCH    1 2
 AW3712
 AW3712.Superseded values are not recommended for survey control.
 AW3712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3712.See file dsdata.txt to determine how the superseded data were derived.
 AW3712
 AW3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN817905(NAD 83)
 AW3712_MARKER: DD = SURVEY DISK
 AW3712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3712_STAMPING: 1140+00 350 1953
 AW3712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3712+STABILITY: SURFACE MOTION
 AW3712
 AW3712  HISTORY     - Date     Condition        Report By
 AW3712  HISTORY     - 1953     MONUMENTED       USE
 AW3712  HISTORY     - 1959     GOOD             NGS
 AW3712  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3712  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW3712
 AW3712                          STATION DESCRIPTION
 AW3712
 AW3712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3712'3.8 MI W FROM PASADENA.
 AW3712'ABOUT 3.0 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3712'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, THENCE ABOUT 0.2 MILE
 AW3712'SOUTHWEST ACROSS THE CHANNEL, THENCE ABOUT 0.6 MILE NORTHWEST ALONG
 AW3712'THE SOUTHWEST BANK OF THE CHANNEL, ON THE PROPERTY OF THE EASTERN
 AW3712'STATES PETROLEUM CORPORATION PLANT NO. 2, 50 FEET NORTHEAST OF A LARGE
 AW3712'GAS BURNER, 77 FEET NORTHWEST OF A BRACED POWER POLE, 9 FEET SOUTH OF
 AW3712'THE CENTER LINE OF A SHELL ROAD, AND IN THE TOP OF A CONCRETE POST
 AW3712'ABOUT 1 FOOT BELOW THE SURFACE.
 AW3712
 AW3712                          STATION RECOVERY (1964)
 AW3712
 AW3712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3712'MARK NOT FOUND.
 AW3712
 AW3712                          STATION RECOVERY (1995)
 AW3712
 AW3712'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1852 ***********************************************************************
 BK1852  DESIGNATION -  114.09 ATSFRR
 BK1852  PID         -  BK1852
 BK1852  STATE/COUNTY-  TX/JASPER
 BK1852  USGS QUAD   -  CALL JUNCTION (1984)
 BK1852
 BK1852                         *CURRENT SURVEY CONTROL
 BK1852  ___________________________________________________________________
 BK1852* NAD 83(1986)-  30 36 42.     (N)    093 54 07.     (W)     SCALED    
 BK1852* NAVD 88     -        35.11   (+/-2cm)     115.2    (feet)  VERTCON   
 BK1852  ___________________________________________________________________
 BK1852  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BK1852
 BK1852  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1852
 BK1852.The horizontal coordinates were scaled from a topographic map and have
 BK1852.an estimated accuracy of +/- 6 seconds.
 BK1852
 BK1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1852.The vertical order pertains to the NGVD 29 superseded value.
 BK1852
 BK1852.The geoid height was determined by GEOID03.
 BK1852
 BK1852;                    North         East    Units  Estimated Accuracy
 BK1852;SPC TX C     - 3,122,580.    1,316,300.      MT  (+/- 180 meters Scaled)
 BK1852
 BK1852                          SUPERSEDED SURVEY CONTROL
 BK1852
 BK1852  NGVD 29 (??/??/??)   35.096  (m)          115.14   (f) ADJUSTED    1 2
 BK1852
 BK1852.Superseded values are not recommended for survey control.
 BK1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1852.See file dsdata.txt to determine how the superseded data were derived.
 BK1852
 BK1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP135869(NAD 83)
 BK1852_MARKER: Z = SEE DESCRIPTION
 BK1852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1852_SP_SET: RAIL
 BK1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1852
 BK1852  HISTORY     - Date     Condition        Report By
 BK1852  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1852  HISTORY     - 1932     GOOD             CGS
 BK1852  HISTORY     - 1934     GOOD             CGS
 BK1852
 BK1852                          STATION DESCRIPTION
 BK1852
 BK1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1852'1 MI N FROM CALL JUNCTION.
 BK1852'ABOUT 1 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BK1852'THE STATION AT CALL JUNCTION, JASPER COUNTY, 35 FEET WEST OF THE
 BK1852'TRACK, AND 3 FEET EAST OF MILE POLE 49.  THE TOP OF A VERTICAL RAIL
 BK1852'PROJECTING 1 FOOT ABOVE GROUND.
 BK1852
 BK1852                          STATION RECOVERY (1934)
 BK1852
 BK1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0895 ***********************************************************************
 DN0895  DESIGNATION -  1142
 DN0895  PID         -  DN0895
 DN0895  STATE/COUNTY-  TX/MONTAGUE
 DN0895  USGS QUAD   -  SAINT JO (1978)
 DN0895
 DN0895                         *CURRENT SURVEY CONTROL
 DN0895  ___________________________________________________________________
 DN0895* NAD 83(1986)-  33 41 45.     (N)    097 31 03.     (W)     SCALED    
 DN0895* NAVD 88     -       348.361  (meters)    1142.91   (feet)  ADJUSTED  
 DN0895  ___________________________________________________________________
 DN0895  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DN0895  DYNAMIC HT  -         347.982 (meters)    1141.67  (feet)  COMP
 DN0895  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 DN0895
 DN0895  VERT ORDER  -  SECOND    CLASS 0
 DN0895
 DN0895.The horizontal coordinates were scaled from a topographic map and have
 DN0895.an estimated accuracy of +/- 6 seconds.
 DN0895
 DN0895.The orthometric height was determined by differential leveling
 DN0895.and adjusted by the National Geodetic Survey in June 1991..
 DN0895
 DN0895.The geoid height was determined by GEOID03.
 DN0895
 DN0895.The dynamic height is computed by dividing the NAVD 88
 DN0895.geopotential number by the normal gravity value computed on the
 DN0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0895.degrees latitude (g = 980.6199 gals.).
 DN0895
 DN0895.The modeled gravity was interpolated from observed gravity values.
 DN0895
 DN0895;                    North         East    Units  Estimated Accuracy
 DN0895;SPC TXNC     - 2,225,450.      691,080.      MT  (+/- 180 meters Scaled)
 DN0895
 DN0895                          SUPERSEDED SURVEY CONTROL
 DN0895
 DN0895  NGVD 29 (??/??/92)  348.265  (m)         1142.60   (f) ADJ UNCH    2 0
 DN0895
 DN0895.Superseded values are not recommended for survey control.
 DN0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0895.See file dsdata.txt to determine how the superseded data were derived.
 DN0895
 DN0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC373294(NAD 83)
 DN0895_MARKER: P = PIPE CAP
 DN0895_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0895_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0895_STAMPING: 1142 GAINV 10
 DN0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0895
 DN0895  HISTORY     - Date     Condition        Report By
 DN0895  HISTORY     - UNK      MONUMENTED       CGS
 DN0895  HISTORY     - 1950     GOOD             NGS
 DN0895  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN0895
 DN0895                          STATION DESCRIPTION
 DN0895
 DN0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0895'IN SAINT JO.
 DN0895'AT SAINT JO, ALONG THE M.K.T. RAILROAD, 50 YARDS SOUTHEAST OF THE
 DN0895'DEPOT, 80 FEET SOUTH OF THE M.K.T. WATER TANK, AND 15 FEET NORTH OF
 DN0895'THE CENTERLINE OF A DIRT ROAD.  IT IS A STANDARD CAP ON A 3 1/2 INCH
 DN0895'PIPE, SURROUNDED BY CONCRETE 1 FOOT SQUARE AND PROJECTING ABOUT 15
 DN0895'INCHES.
 DN0895
 DN0895                          STATION RECOVERY (1995)
 DN0895
 DN0895'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3713 ***********************************************************************
 AW3713  DESIGNATION -  1145+00 350 1953
 AW3713  PID         -  AW3713
 AW3713  STATE/COUNTY-  TX/HARRIS
 AW3713  USGS QUAD   -  PARK PLACE (1995)
 AW3713
 AW3713                         *CURRENT SURVEY CONTROL
 AW3713  ___________________________________________________________________
 AW3713* NAD 83(1986)-  29 43 33.     (N)    095 15 28.     (W)     SCALED    
 AW3713* NAVD 88     -         8.95   (+/-2cm)      29.4    (feet)  VERTCON   
 AW3713  ___________________________________________________________________
 AW3713  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3713
 AW3713  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3713
 AW3713.The horizontal coordinates were scaled from a topographic map and have
 AW3713.an estimated accuracy of +/- 6 seconds.
 AW3713
 AW3713.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3713.The vertical order pertains to the NGVD 29 superseded value.
 AW3713
 AW3713.The geoid height was determined by GEOID03.
 AW3713
 AW3713;                    North         East    Units  Estimated Accuracy
 AW3713;SPC TXSC     - 4,215,530.      961,960.      MT  (+/- 180 meters Scaled)
 AW3713
 AW3713                          SUPERSEDED SURVEY CONTROL
 AW3713
 AW3713  NGVD 29 (??/??/92)    8.946  (m)           29.35   (f) ADJ UNCH    1 2
 AW3713
 AW3713.Superseded values are not recommended for survey control.
 AW3713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3713.See file dsdata.txt to determine how the superseded data were derived.
 AW3713
 AW3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN816905(NAD 83)
 AW3713_MARKER: DD = SURVEY DISK
 AW3713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3713_STAMPING: 1145+00 350 1953
 AW3713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3713+STABILITY: SURFACE MOTION
 AW3713
 AW3713  HISTORY     - Date     Condition        Report By
 AW3713  HISTORY     - 1953     MONUMENTED       USE
 AW3713  HISTORY     - 1959     GOOD             NGS
 AW3713  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW3713
 AW3713                          STATION DESCRIPTION
 AW3713
 AW3713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3713'3.9 MI W FROM PASADENA.
 AW3713'ABOUT 3.0 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3713'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, THENCE ABOUT 0.2 MILE
 AW3713'SOUTHWEST ACROSS THE CHANNEL, THENCE ABOUT 0.7 MILE NORTHWEST ALONG
 AW3713'THE SOUTHWEST BANK OF THE CHANNEL, ON THE PROPERTY OF THE EASTERN
 AW3713'STATE PETROLEUM CORPORATION PLANT NO. 2, 85 FEET EAST OF A DOUBLE
 AW3713'BRACED POWER POLE, 84 FEET NORTHEAST OF THE NORTHEAST CORNER OF A MESH
 AW3713'FENCE AROUND A GROUP OF TRANSFORMERS, 20 FEET NORTH OF THE NORTH
 AW3713'CORNER OF A COOLING TOWER, 12 FEET NORTH OF THE CENTER LINE OF A SHELL
 AW3713'ROAD, AND IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE SURFACE.
 AW3713
 AW3713                          STATION RECOVERY (1995)
 AW3713
 AW3713'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1862 ***********************************************************************
 BK1862  DESIGNATION -  114.84 ATSFRR
 BK1862  PID         -  BK1862
 BK1862  STATE/COUNTY-  TX/JASPER
 BK1862  USGS QUAD   -  KIRBYVILLE (1984)
 BK1862
 BK1862                         *CURRENT SURVEY CONTROL
 BK1862  ___________________________________________________________________
 BK1862* NAD 83(1986)-  30 41 51.     (N)    093 53 11.     (W)     SCALED    
 BK1862* NAVD 88     -        35.34   (+/-2cm)     115.9    (feet)  VERTCON   
 BK1862  ___________________________________________________________________
 BK1862  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BK1862
 BK1862  VERT ORDER  -  ? (See Below)
 BK1862
 BK1862.The horizontal coordinates were scaled from a topographic map and have
 BK1862.an estimated accuracy of +/- 6 seconds.
 BK1862
 BK1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1862.The vertical order pertains to the NGVD 29 superseded value.
 BK1862
 BK1862.The geoid height was determined by GEOID03.
 BK1862
 BK1862;                    North         East    Units  Estimated Accuracy
 BK1862;SPC TX C     - 3,132,160.    1,317,240.      MT  (+/- 180 meters Scaled)
 BK1862
 BK1862                          SUPERSEDED SURVEY CONTROL
 BK1862
 BK1862  NGVD 29 (??/??/??)   35.332  (m)          115.92   (f) ADJUSTED    ?  
 BK1862
 BK1862.Superseded values are not recommended for survey control.
 BK1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1862.See file dsdata.txt to determine how the superseded data were derived.
 BK1862
 BK1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP151964(NAD 83)
 BK1862_MARKER: Z = SEE DESCRIPTION
 BK1862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1862_SP_SET: RAIL
 BK1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1862
 BK1862  HISTORY     - Date     Condition        Report By
 BK1862  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1862  HISTORY     - 1932     GOOD             CGS
 BK1862  HISTORY     - 1934     GOOD             CGS
 BK1862
 BK1862                          STATION DESCRIPTION
 BK1862
 BK1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1862'2.5 MI N FROM KIRBYVILLE.
 BK1862'2.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1862'STATION AT KIRKBYVILLE, JASPER COUNTY, 60 FEET NORTHWEST OF MILE RAIL
 BK1862'55, 35 FEET WEST OF THE TRACK, AND 2 FEET WEST OF MILE POLE 55. THE
 BK1862'TOP OF A VERTICAL RAIL PROJECTING 1 FOOT ABOVE GROUND.
 BK1862
 BK1862                          STATION RECOVERY (1934)
 BK1862
 BK1862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0216 ***********************************************************************
 BN0216  DESIGNATION -  1154 SA
 BN0216  PID         -  BN0216
 BN0216  STATE/COUNTY-  TX/LLANO
 BN0216  USGS QUAD   -  SCOTTS CROSSING (1960)
 BN0216
 BN0216                         *CURRENT SURVEY CONTROL
 BN0216  ___________________________________________________________________
 BN0216* NAD 83(1986)-  30 42 27.     (N)    098 51 50.     (W)     SCALED    
 BN0216* NAVD 88     -       349.679  (meters)    1147.24   (feet)  ADJUSTED  
 BN0216  ___________________________________________________________________
 BN0216  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 BN0216  DYNAMIC HT  -         349.211 (meters)    1145.70  (feet)  COMP
 BN0216  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 BN0216
 BN0216  VERT ORDER  -  SECOND    CLASS 0
 BN0216
 BN0216.The horizontal coordinates were scaled from a topographic map and have
 BN0216.an estimated accuracy of +/- 6 seconds.
 BN0216
 BN0216.The orthometric height was determined by differential leveling
 BN0216.and adjusted by the National Geodetic Survey in June 1991..
 BN0216
 BN0216.The geoid height was determined by GEOID03.
 BN0216
 BN0216.The dynamic height is computed by dividing the NAVD 88
 BN0216.geopotential number by the normal gravity value computed on the
 BN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0216.degrees latitude (g = 980.6199 gals.).
 BN0216
 BN0216.The modeled gravity was interpolated from observed gravity values.
 BN0216
 BN0216;                    North         East    Units  Estimated Accuracy
 BN0216;SPC TX C     - 3,116,310.      840,750.      MT  (+/- 180 meters Scaled)
 BN0216
 BN0216                          SUPERSEDED SURVEY CONTROL
 BN0216
 BN0216  NGVD 29 (??/??/92)  349.634  (m)         1147.09   (f) ADJ UNCH    2 0
 BN0216
 BN0216.Superseded values are not recommended for survey control.
 BN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0216.See file dsdata.txt to determine how the superseded data were derived.
 BN0216
 BN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU130971(NAD 83)
 BN0216_MARKER: DD = SURVEY DISK
 BN0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0216_SP_SET: IRON POST
 BN0216_STAMPING: 1154 SA
 BN0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0216
 BN0216  HISTORY     - Date     Condition        Report By
 BN0216  HISTORY     - UNK      MONUMENTED       USGS
 BN0216  HISTORY     - 1933     GOOD             NGS
 BN0216
 BN0216                          STATION DESCRIPTION
 BN0216
 BN0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0216'12.1 MI W FROM LLANO.
 BN0216'12.1 MILES WEST OF LLANO ALONG LLANO-MASON ROAD, 6 MILES EAST OF
 BN0216'CASTELL.  12 FEET EAST OF 12 INCH ELM TREE, ON NORTHWEST SIDE OF ROAD
 BN0216'AT A POINT WHERE LANE RUNS NORTH TO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0317 ***********************************************************************
 DO0317  DESIGNATION -  115.98
 DO0317  PID         -  DO0317
 DO0317  STATE/COUNTY-  TX/WICHITA
 DO0317  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0317
 DO0317                         *CURRENT SURVEY CONTROL
 DO0317  ___________________________________________________________________
 DO0317* NAD 83(1986)-  33 55 38.     (N)    098 30 58.     (W)     SCALED    
 DO0317* NAVD 88     -       289.784  (meters)     950.73   (feet)  ADJUSTED  
 DO0317  ___________________________________________________________________
 DO0317  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DO0317  DYNAMIC HT  -         289.466 (meters)     949.69  (feet)  COMP
 DO0317  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 DO0317
 DO0317  VERT ORDER  -  FIRST     CLASS II
 DO0317
 DO0317.The horizontal coordinates were scaled from a topographic map and have
 DO0317.an estimated accuracy of +/- 6 seconds.
 DO0317
 DO0317.The orthometric height was determined by differential leveling
 DO0317.and adjusted by the National Geodetic Survey in June 1991..
 DO0317
 DO0317.The geoid height was determined by GEOID03.
 DO0317
 DO0317.The dynamic height is computed by dividing the NAVD 88
 DO0317.geopotential number by the normal gravity value computed on the
 DO0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0317.degrees latitude (g = 980.6199 gals.).
 DO0317
 DO0317.The modeled gravity was interpolated from observed gravity values.
 DO0317
 DO0317;                    North         East    Units  Estimated Accuracy
 DO0317;SPC TXNC     - 2,250,680.      598,510.      MT  (+/- 180 meters Scaled)
 DO0317
 DO0317                          SUPERSEDED SURVEY CONTROL
 DO0317
 DO0317  NGVD 29 (??/??/92)  289.705  (m)          950.47   (f) ADJ UNCH    1 2
 DO0317
 DO0317.Superseded values are not recommended for survey control.
 DO0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0317.See file dsdata.txt to determine how the superseded data were derived.
 DO0317
 DO0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC447541(NAD 83)
 DO0317_MARKER: Q = CHISELED SQUARE
 DO0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0317_SP_SET: BRIDGE
 DO0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0317
 DO0317  HISTORY     - Date     Condition        Report By
 DO0317  HISTORY     - UNK      MONUMENTED       BNRR
 DO0317  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0317  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0317
 DO0317                          STATION DESCRIPTION
 DO0317
 DO0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0317'1.7 MI NW FROM WICHITA FALLS.
 DO0317'1.7 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0317'WICHITA FALLS, WICHITA COUNTY, AT BRIDGE 115.98 AND ON THE NORTHWEST
 DO0317'CORNER OF THE WEST BACK WALL.  A CHISELED SQUARE.  NOTE-- THE CHISELED
 DO0317'SQUARE COULD NOT BE IDENTIFIED.
 DO0317
 DO0317                          STATION RECOVERY (2001)
 DO0317
 DO0317'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0494 ***********************************************************************
 BL0494  DESIGNATION -  116
 BL0494  PID         -  BL0494
 BL0494  STATE/COUNTY-  TX/LIBERTY
 BL0494  USGS QUAD   -  ROMAYOR (1984)
 BL0494
 BL0494                         *CURRENT SURVEY CONTROL
 BL0494  ___________________________________________________________________
 BL0494* NAD 83(1986)-  30 27 04.     (N)    094 45 50.     (W)     SCALED    
 BL0494* NAVD 88     -        38.41   (+/-2cm)     126.0    (feet)  VERTCON   
 BL0494  ___________________________________________________________________
 BL0494  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0494
 BL0494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0494
 BL0494.The horizontal coordinates were scaled from a topographic map and have
 BL0494.an estimated accuracy of +/- 6 seconds.
 BL0494
 BL0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0494.The vertical order pertains to the NGVD 29 superseded value.
 BL0494
 BL0494.The geoid height was determined by GEOID03.
 BL0494
 BL0494;                    North         East    Units  Estimated Accuracy
 BL0494;SPC TX C     - 3,100,350.    1,234,670.      MT  (+/- 180 meters Scaled)
 BL0494
 BL0494                          SUPERSEDED SURVEY CONTROL
 BL0494
 BL0494  NGVD 29 (??/??/92)   38.413  (m)          126.03   (f) ADJ UNCH    2 0
 BL0494
 BL0494.Superseded values are not recommended for survey control.
 BL0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0494.See file dsdata.txt to determine how the superseded data were derived.
 BL0494
 BL0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP306700(NAD 83)
 BL0494_MARKER: Z = SEE DESCRIPTION
 BL0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0494_SP_SET: RAIL
 BL0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0494
 BL0494  HISTORY     - Date     Condition        Report By
 BL0494  HISTORY     - UNK      MONUMENTED       CGS
 BL0494  HISTORY     - 1935     GOOD             NGS
 BL0494
 BL0494                          STATION DESCRIPTION
 BL0494
 BL0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0494'0.4 MI E FROM RYE.
 BL0494'0.4 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0494'STATION AT RYE, LIBERTY COUNTY, OPPOSITE MILEPOST 116, AND 8 FEET
 BL0494'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0494'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1349 ***********************************************************************
 AY1349  DESIGNATION -  1162
 AY1349  PID         -  AY1349
 AY1349  STATE/COUNTY-  TX/UVALDE
 AY1349  USGS QUAD   -  SYCAMORE MOUNTAIN (1971)
 AY1349
 AY1349                         *CURRENT SURVEY CONTROL
 AY1349  ___________________________________________________________________
 AY1349* NAD 83(1986)-  29 25 57.     (N)    099 59 31.     (W)     SCALED    
 AY1349* NAVD 88     -       352.512  (meters)    1156.53   (feet)  POSTED    
 AY1349  ___________________________________________________________________
 AY1349  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AY1349  DYNAMIC HT  -         351.990 (meters)    1154.82  (feet)  COMP
 AY1349  MODELED GRAV-     979,166.2   (mgal)                       NAVD 88
 AY1349
 AY1349  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1349
 AY1349.The horizontal coordinates were scaled from a topographic map and have
 AY1349.an estimated accuracy of +/- 6 seconds.
 AY1349
 AY1349.The orthometric height was determined by differential leveling
 AY1349.and adjusted by the National Geodetic Survey in 1992..
 AY1349.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1349.rate of 1.1 thru 2.0 mm/km.
 AY1349
 AY1349.The geoid height was determined by GEOID03.
 AY1349
 AY1349.The dynamic height is computed by dividing the NAVD 88
 AY1349.geopotential number by the normal gravity value computed on the
 AY1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1349.degrees latitude (g = 980.6199 gals.).
 AY1349
 AY1349.The modeled gravity was interpolated from observed gravity values.
 AY1349
 AY1349;                    North         East    Units  Estimated Accuracy
 AY1349;SPC TXSC     - 4,177,640.      503,770.      MT  (+/- 180 meters Scaled)
 AY1349
 AY1349                          SUPERSEDED SURVEY CONTROL
 AY1349
 AY1349  NGVD 29 (??/??/92)  352.400  (m)         1156.17   (f) ADJ UNCH    2 0
 AY1349
 AY1349.Superseded values are not recommended for survey control.
 AY1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1349.See file dsdata.txt to determine how the superseded data were derived.
 AY1349
 AY1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT037563(NAD 83)
 AY1349_MARKER: P = PIPE CAP
 AY1349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY1349_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY1349_STAMPING: S A 52 1162
 AY1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1349
 AY1349  HISTORY     - Date     Condition        Report By
 AY1349  HISTORY     - UNK      MONUMENTED       USGS
 AY1349  HISTORY     - 1940     GOOD             NGS
 AY1349  HISTORY     - 20040729 MARK NOT FOUND   USPSQD
 AY1349
 AY1349                          STATION DESCRIPTION
 AY1349
 AY1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AY1349'18.1 MI SE FROM CAMP WOOD.
 AY1349'IN UVALDE COUNTY, 18.1 MILES SOUTHEAST ALONG THE UVALDE AND NORTHERN
 AY1349'RAILWAY FROM THE STATION AT CAMP WOOD, REAL COUNTY, 118 YARDS SOUTH OF
 AY1349'MILEPOST 19, 60 YARDS SOUTH OF WOODEN TRESTLE 18 C OVER SYCAMORE
 AY1349'CREEK, AND 40 FEET WEST OF THE CENTERLINE OF THE TRACK.  A UNITED
 AY1349'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED S A 52 1162 AND RIVETED
 AY1349'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 AY1349
 AY1349                          STATION RECOVERY (2004)
 AY1349
 AY1349'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6507 ***********************************************************************
 AW6507  DESIGNATION -  1163 65.01 350R USE 1948
 AW6507  PID         -  AW6507
 AW6507  STATE/COUNTY-  TX/HARRIS
 AW6507  USGS QUAD   -  PARK PLACE (1995)
 AW6507
 AW6507                         *CURRENT SURVEY CONTROL
 AW6507  ___________________________________________________________________
 AW6507* NAD 83(1993)-  29 43 31.31380(N)    095 15 41.00718(W)     ADJUSTED  
 AW6507* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AW6507  ___________________________________________________________________
 AW6507  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6507  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6507
 AW6507  HORZ ORDER  -  THIRD
 AW6507
 AW6507.The horizontal coordinates were established by classical geodetic methods
 AW6507.and adjusted by the National Geodetic Survey in February 1996..
 AW6507
 AW6507.The orthometric height was scaled from a topographic map.
 AW6507
 AW6507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6507
 AW6507.The geoid height was determined by GEOID03.
 AW6507
 AW6507;                    North         East     Units Scale Factor Converg.
 AW6507;SPC TXSC     - 4,215,468.894   961,610.896   MT  0.99988638   +1 49 53.7
 AW6507;SPC TXSC     -13,830,250.86  3,154,885.08   sFT  0.99988638   +1 49 53.7
 AW6507;UTM  15      - 3,290,495.237   281,266.962   MT  1.00019035   -1 07 18.3
 AW6507
 AW6507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6507!SPC TXSC     -   1.00000333  x   0.99988638  =   0.99988971
 AW6507!UTM  15      -   1.00000333  x   1.00019035  =   1.00019368
 AW6507
 AW6507:                Primary Azimuth Mark                     Grid Az
 AW6507:SPC TXSC     -  1178 18.74 350R USE                      274 15 21.9
 AW6507:UTM  15      -  1178 18.74 350R USE                      277 12 33.9
 AW6507
 AW6507|---------------------------------------------------------------------|
 AW6507| PID    Reference Object                     Distance      Geod. Az  |
 AW6507|                                                           dddmmss.s |
 AW6507| AW6500 1178 18.74 350R USE                 491.784 METERS 2760515.6 |
 AW6507|---------------------------------------------------------------------|
 AW6507
 AW6507                          SUPERSEDED SURVEY CONTROL
 AW6507
 AW6507  NAD 83(1986)-  29 43 31.32815(N)    095 15 40.98777(W) AD(       ) 3
 AW6507  NAD 27      -  29 43 30.51042(N)    095 15 40.22426(W) AD(       ) 3
 AW6507
 AW6507.Superseded values are not recommended for survey control.
 AW6507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6507.See file dsdata.txt to determine how the superseded data were derived.
 AW6507
 AW6507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8126790495(NAD 83)
 AW6507_MARKER: DD = SURVEY DISK
 AW6507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6507+STABILITY: SURFACE MOTION
 AW6507
 AW6507  HISTORY     - Date     Condition        Report By
 AW6507  HISTORY     - 1948     MONUMENTED       USE
 AW6507  HISTORY     - 1955     GOOD             CGS
 AW6507  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW6507
 AW6507                          STATION DESCRIPTION
 AW6507
 AW6507'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6507'LOCATED 3.2 MI. W OF THE WASHBURN TUNNEL CROSSING, ALONG
 AW6507'THE S BANK OF THE HOUSTON SHIP CHANNEL, DIRECTLY ACROSS THE
 AW6507'CHANNEL FROM THE DICKSON GUN PLANT, APPROXIMATELY 200 FT. E
 AW6507'OF THE E END OF MANCHESTER WHARF, 160 FT. N OF A RAILROAD
 AW6507'SIDING, AND 30 FT. S OF THE CHANNEL BANK.
 AW6507'
 AW6507'A U.S.E. DISK, STAMPED 1163+65.01 350 AND SET IN THE TOP
 AW6507'OF A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6507'
 AW6507'THE FIGURES 1948 ARE CAST IN THE CONCRETE MONUMENT.
 AW6507'
 AW6507'THIS IS A TRAVERSE STATION.
 AW6507
 AW6507                          STATION RECOVERY (1995)
 AW6507
 AW6507'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3714 ***********************************************************************
 AW3714  DESIGNATION -  1163+65.01 350
 AW3714  PID         -  AW3714
 AW3714  STATE/COUNTY-  TX/HARRIS
 AW3714  USGS QUAD   -  PARK PLACE (1995)
 AW3714
 AW3714                         *CURRENT SURVEY CONTROL
 AW3714  ___________________________________________________________________
 AW3714* NAD 83(1986)-  29 43 29.     (N)    095 15 46.     (W)     SCALED    
 AW3714* NAVD 88     -         5.68   (+/-2cm)      18.6    (feet)  VERTCON   
 AW3714  ___________________________________________________________________
 AW3714  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3714
 AW3714  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3714
 AW3714.The horizontal coordinates were scaled from a topographic map and have
 AW3714.an estimated accuracy of +/- 6 seconds.
 AW3714
 AW3714.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3714.The vertical order pertains to the NGVD 29 superseded value.
 AW3714
 AW3714.The geoid height was determined by GEOID03.
 AW3714
 AW3714;                    North         East    Units  Estimated Accuracy
 AW3714;SPC TXSC     - 4,215,390.      961,480.      MT  (+/- 180 meters Scaled)
 AW3714
 AW3714                          SUPERSEDED SURVEY CONTROL
 AW3714
 AW3714  NGVD 29 (??/??/92)    5.676  (m)           18.62   (f) ADJ UNCH    1 2
 AW3714
 AW3714.Superseded values are not recommended for survey control.
 AW3714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3714.See file dsdata.txt to determine how the superseded data were derived.
 AW3714
 AW3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN811904(NAD 83)
 AW3714_MARKER: DD = SURVEY DISK
 AW3714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3714_STAMPING: 1163+65.01 350
 AW3714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3714+STABILITY: SURFACE MOTION
 AW3714
 AW3714  HISTORY     - Date     Condition        Report By
 AW3714  HISTORY     - UNK      MONUMENTED       USE
 AW3714  HISTORY     - 1964     GOOD             NGS
 AW3714
 AW3714                          STATION DESCRIPTION
 AW3714
 AW3714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3714'3.85 MI W FROM PASADENA.
 AW3714'ABOUT 2.3 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH END
 AW3714'OF THE WASHBURN TUNNEL AT PASADENA, THENCE 0.45 MILE WEST ACROSS THE
 AW3714'CHANNEL, THENCE 1.1 MILES NORTHWEST ALONG THE SOUTHWEST SIDE OF THE
 AW3714'CHANNEL, ON THE NORTHEAST SIDE OF PROPERTY BELONGING TO THE NATIONAL
 AW3714'MOLASSES COMPANY, 72 YARDS NORTHEAST OF FIRE BOAT STATION NO. 21, 138
 AW3714'FEET NORTHWEST OF A GROUP OF STORAGE TANKS, 109 FEET NORTHWEST OF THE
 AW3714'NORTHWEST RAIL OF A SPUR TRACK, 91 FEET NORTHWEST OF THE CENTER LINE
 AW3714'OF A DIRT ROAD, 28 1/2 FEET NORTHWEST OF A BRACE POLE, 22 1/2 FEET
 AW3714'WEST OF THE NORTHWEST CORNER OF A SMALL METAL BUILDING, ABOUT 4 FEET
 AW3714'SOUTHEAST OF THE EDGE OF THE CHANNEL, AND SET IN THE TOP OF A CONCRETE
 AW3714'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0142 ***********************************************************************
 CT0142  DESIGNATION -  1164.1
 CT0142  PID         -  CT0142
 CT0142  STATE/COUNTY-  TX/ERATH
 CT0142  USGS QUAD   -  ALEXANDER (1979)
 CT0142
 CT0142                         *CURRENT SURVEY CONTROL
 CT0142  ___________________________________________________________________
 CT0142* NAD 83(1986)-  32 03 22.     (N)    098 12 30.     (W)     SCALED    
 CT0142* NAVD 88     -       354.855  (meters)    1164.22   (feet)  ADJUSTED  
 CT0142  ___________________________________________________________________
 CT0142  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CT0142  DYNAMIC HT  -         354.406 (meters)    1162.75  (feet)  COMP
 CT0142  MODELED GRAV-     979,364.0   (mgal)                       NAVD 88
 CT0142
 CT0142  VERT ORDER  -  SECOND    CLASS 0
 CT0142
 CT0142.The horizontal coordinates were scaled from a topographic map and have
 CT0142.an estimated accuracy of +/- 6 seconds.
 CT0142
 CT0142.The orthometric height was determined by differential leveling
 CT0142.and adjusted by the National Geodetic Survey in June 1991..
 CT0142
 CT0142.The geoid height was determined by GEOID03.
 CT0142
 CT0142.The dynamic height is computed by dividing the NAVD 88
 CT0142.geopotential number by the normal gravity value computed on the
 CT0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0142.degrees latitude (g = 980.6199 gals.).
 CT0142
 CT0142.The modeled gravity was interpolated from observed gravity values.
 CT0142
 CT0142;                    North         East    Units  Estimated Accuracy
 CT0142;SPC TXNC     - 2,043,230.      627,540.      MT  (+/- 180 meters Scaled)
 CT0142
 CT0142                          SUPERSEDED SURVEY CONTROL
 CT0142
 CT0142  NGVD 29 (??/??/92)  354.774  (m)         1163.95   (f) ADJ UNCH    2 0
 CT0142
 CT0142.Superseded values are not recommended for survey control.
 CT0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0142.See file dsdata.txt to determine how the superseded data were derived.
 CT0142
 CT0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA747469(NAD 83)
 CT0142_MARKER: Q = CHISELED SQUARE
 CT0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0142_SP_SET: CULVERT
 CT0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0142
 CT0142  HISTORY     - Date     Condition        Report By
 CT0142  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0142  HISTORY     - 1954     GOOD             NGS
 CT0142  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT0142
 CT0142                          STATION DESCRIPTION
 CT0142
 CT0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0142'IN ALEXANDER.
 CT0142'AT ALEXANDER, ERATH COUNTY, ABOUT 50 YARDS WEST OF THE RAILROAD
 CT0142'CROSSING, NEAR THE SITE OF THE OLD DEPOT, NOW GONE, ON THE TOP OF THE
 CT0142'SOUTH END OF THE CONCRETE CULVERT.  B.M.Q 194 IS AT THE OPPOSITE END
 CT0142'OF THE HEADWALL.
 CT0142
 CT0142                          STATION RECOVERY (1999)
 CT0142
 CT0142'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0315 ***********************************************************************
 DO0315  DESIGNATION -  116.73
 DO0315  PID         -  DO0315
 DO0315  STATE/COUNTY-  TX/WICHITA
 DO0315  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0315
 DO0315                         *CURRENT SURVEY CONTROL
 DO0315  ___________________________________________________________________
 DO0315* NAD 83(1986)-  33 55 44.     (N)    098 31 44.     (W)     SCALED    
 DO0315* NAVD 88     -       289.814  (meters)     950.83   (feet)  ADJUSTED  
 DO0315  ___________________________________________________________________
 DO0315  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DO0315  DYNAMIC HT  -         289.496 (meters)     949.79  (feet)  COMP
 DO0315  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 DO0315
 DO0315  VERT ORDER  -  FIRST     CLASS II
 DO0315
 DO0315.The horizontal coordinates were scaled from a topographic map and have
 DO0315.an estimated accuracy of +/- 6 seconds.
 DO0315
 DO0315.The orthometric height was determined by differential leveling
 DO0315.and adjusted by the National Geodetic Survey in June 1991..
 DO0315
 DO0315.The geoid height was determined by GEOID03.
 DO0315
 DO0315.The dynamic height is computed by dividing the NAVD 88
 DO0315.geopotential number by the normal gravity value computed on the
 DO0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0315.degrees latitude (g = 980.6199 gals.).
 DO0315
 DO0315.The modeled gravity was interpolated from observed gravity values.
 DO0315
 DO0315;                    North         East    Units  Estimated Accuracy
 DO0315;SPC TXNC     - 2,250,870.      597,330.      MT  (+/- 180 meters Scaled)
 DO0315
 DO0315                          SUPERSEDED SURVEY CONTROL
 DO0315
 DO0315  NGVD 29 (??/??/92)  289.734  (m)          950.57   (f) ADJ UNCH    1 2
 DO0315
 DO0315.Superseded values are not recommended for survey control.
 DO0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0315.See file dsdata.txt to determine how the superseded data were derived.
 DO0315
 DO0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC435543(NAD 83)
 DO0315_MARKER: Q = CHISELED SQUARE
 DO0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0315_SP_SET: WALL
 DO0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0315
 DO0315  HISTORY     - Date     Condition        Report By
 DO0315  HISTORY     - UNK      MONUMENTED       BNRR
 DO0315  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0315  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0315
 DO0315                          STATION DESCRIPTION
 DO0315
 DO0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0315'2.4 MI NW FROM WICHITA FALLS.
 DO0315'2.4 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0315'WICHITA FALLS, WITCHITA COUNTY, AT BRIDGE 116.73, AND ON THE SOUTHEAST
 DO0315'CORNER OF THE SOUTH PARAPET WALL.  A CHISELED SQUARE. NOTE-- NO BRIDGE
 DO0315'COULD BE FOUND AT THIS MILEAGE.  A CHISELED SQUARE COULD NOT BE
 DO0315'IDENTIFIED ON BRIDGE 116.71, WHICH WAS NEAREST LOCATION.
 DO0315
 DO0315                          STATION RECOVERY (2001)
 DO0315
 DO0315'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1348 ***********************************************************************
 AY1348  DESIGNATION -  1169.4
 AY1348  PID         -  AY1348
 AY1348  STATE/COUNTY-  TX/UVALDE
 AY1348  USGS QUAD   -  SYCAMORE MOUNTAIN (1971)
 AY1348
 AY1348                         *CURRENT SURVEY CONTROL
 AY1348  ___________________________________________________________________
 AY1348* NAD 83(1986)-  29 26 41.     (N)    099 59 24.     (W)     SCALED    
 AY1348* NAVD 88     -       356.471  (meters)    1169.52   (feet)  POSTED    
 AY1348  ___________________________________________________________________
 AY1348  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AY1348  DYNAMIC HT  -         355.950 (meters)    1167.81  (feet)  COMP
 AY1348  MODELED GRAV-     979,165.1   (mgal)                       NAVD 88
 AY1348
 AY1348  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AY1348
 AY1348.The horizontal coordinates were scaled from a topographic map and have
 AY1348.an estimated accuracy of +/- 6 seconds.
 AY1348
 AY1348.The orthometric height was determined by differential leveling
 AY1348.and adjusted by the National Geodetic Survey in 1992..
 AY1348.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AY1348.rate of 3.1 thru 4.0 mm/km.
 AY1348
 AY1348.The geoid height was determined by GEOID03.
 AY1348
 AY1348.The dynamic height is computed by dividing the NAVD 88
 AY1348.geopotential number by the normal gravity value computed on the
 AY1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1348.degrees latitude (g = 980.6199 gals.).
 AY1348
 AY1348.The modeled gravity was interpolated from observed gravity values.
 AY1348
 AY1348;                    North         East    Units  Estimated Accuracy
 AY1348;SPC TXSC     - 4,178,990.      503,970.      MT  (+/- 180 meters Scaled)
 AY1348
 AY1348                          SUPERSEDED SURVEY CONTROL
 AY1348
 AY1348  NGVD 29 (??/??/92)  356.360  (m)         1169.16   (f) ADJ UNCH    2 0
 AY1348
 AY1348.Superseded values are not recommended for survey control.
 AY1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1348.See file dsdata.txt to determine how the superseded data were derived.
 AY1348
 AY1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT039576(NAD 83)
 AY1348_MARKER: N = NAIL
 AY1348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1348_SP_SET: TREE
 AY1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1348
 AY1348  HISTORY     - Date     Condition        Report By
 AY1348  HISTORY     - UNK      MONUMENTED       USGS
 AY1348  HISTORY     - 1935     GOOD             NGS
 AY1348  HISTORY     - 20040729 MARK NOT FOUND   USPSQD
 AY1348
 AY1348                          STATION DESCRIPTION
 AY1348
 AY1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AY1348'17.2 MI SE FROM CAMP WOOD.
 AY1348'IN UVALDE COUNTY, 17.2 MILES SOUTHEAST ALONG THE UVALDE AND NORTHERN
 AY1348'RAILWAY FROM THE STATION AT CAMP WOOD, REAL COUNTY, IN FRONT OF THE
 AY1348'LAMDRUM RANCH HOUSE, 20 FEET EAST OF THE TRACK, AT A 5.5-FOOT LIVE-OAK
 AY1348'TREE, AND IN THE WEST ROOT.  A UNITED STATES GEOLOGICAL SURVEY
 AY1348'STANDARD COPPER NAIL AND WASHER.
 AY1348
 AY1348                          STATION RECOVERY (2004)
 AY1348
 AY1348'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0314 ***********************************************************************
 DO0314  DESIGNATION -  117
 DO0314  PID         -  DO0314
 DO0314  STATE/COUNTY-  TX/WICHITA
 DO0314  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0314
 DO0314                         *CURRENT SURVEY CONTROL
 DO0314  ___________________________________________________________________
 DO0314* NAD 83(1986)-  33 55 47.     (N)    098 31 59.     (W)     SCALED    
 DO0314* NAVD 88     -       291.267  (meters)     955.60   (feet)  ADJUSTED  
 DO0314  ___________________________________________________________________
 DO0314  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DO0314  DYNAMIC HT  -         290.947 (meters)     954.55  (feet)  COMP
 DO0314  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 DO0314
 DO0314  VERT ORDER  -  FIRST     CLASS II
 DO0314
 DO0314.The horizontal coordinates were scaled from a topographic map and have
 DO0314.an estimated accuracy of +/- 6 seconds.
 DO0314
 DO0314.The orthometric height was determined by differential leveling
 DO0314.and adjusted by the National Geodetic Survey in June 1991..
 DO0314
 DO0314.The geoid height was determined by GEOID03.
 DO0314
 DO0314.The dynamic height is computed by dividing the NAVD 88
 DO0314.geopotential number by the normal gravity value computed on the
 DO0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0314.degrees latitude (g = 980.6199 gals.).
 DO0314
 DO0314.The modeled gravity was interpolated from observed gravity values.
 DO0314
 DO0314;                    North         East    Units  Estimated Accuracy
 DO0314;SPC TXNC     - 2,250,960.      596,940.      MT  (+/- 180 meters Scaled)
 DO0314
 DO0314                          SUPERSEDED SURVEY CONTROL
 DO0314
 DO0314  NGVD 29 (??/??/92)  291.187  (m)          955.34   (f) ADJ UNCH    1 2
 DO0314
 DO0314.Superseded values are not recommended for survey control.
 DO0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0314.See file dsdata.txt to determine how the superseded data were derived.
 DO0314
 DO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC431544(NAD 83)
 DO0314_MARKER: Z = SEE DESCRIPTION
 DO0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0314_SP_SET: MILEPOST
 DO0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0314
 DO0314  HISTORY     - Date     Condition        Report By
 DO0314  HISTORY     - UNK      MONUMENTED       BNRR
 DO0314  HISTORY     - 1957     GOOD             NGS
 DO0314  HISTORY     - 20010525 GOOD             USPSQD
 DO0314
 DO0314                          STATION DESCRIPTION
 DO0314
 DO0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0314'2.7 MI NW FROM WICHITA FALLS.
 DO0314'2.7 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0314'WICHITA FALLS, WICHITA COUNTY, AND ON THE TOP OF CONCRETE MILEPOST
 DO0314'117.  THE TOP OF THE MILEPOST.
 DO0314
 DO0314                          STATION RECOVERY (2001)
 DO0314
 DO0314'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0493 ***********************************************************************
 BL0493  DESIGNATION -  117
 BL0493  PID         -  BL0493
 BL0493  STATE/COUNTY-  TX/LIBERTY
 BL0493  USGS QUAD   -  VOTAW (1984)
 BL0493
 BL0493                         *CURRENT SURVEY CONTROL
 BL0493  ___________________________________________________________________
 BL0493* NAD 83(1986)-  30 26 54.     (N)    094 44 52.     (W)     SCALED    
 BL0493* NAVD 88     -        35.98   (+/-2cm)     118.0    (feet)  VERTCON   
 BL0493  ___________________________________________________________________
 BL0493  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0493
 BL0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0493
 BL0493.The horizontal coordinates were scaled from a topographic map and have
 BL0493.an estimated accuracy of +/- 6 seconds.
 BL0493
 BL0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0493.The vertical order pertains to the NGVD 29 superseded value.
 BL0493
 BL0493.The geoid height was determined by GEOID03.
 BL0493
 BL0493;                    North         East    Units  Estimated Accuracy
 BL0493;SPC TX C     - 3,100,120.    1,236,230.      MT  (+/- 180 meters Scaled)
 BL0493
 BL0493                          SUPERSEDED SURVEY CONTROL
 BL0493
 BL0493  NGVD 29 (??/??/92)   35.986  (m)          118.06   (f) ADJ UNCH    2 0
 BL0493
 BL0493.Superseded values are not recommended for survey control.
 BL0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0493.See file dsdata.txt to determine how the superseded data were derived.
 BL0493
 BL0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP321697(NAD 83)
 BL0493_MARKER: Z = SEE DESCRIPTION
 BL0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0493_SP_SET: RAIL
 BL0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0493
 BL0493  HISTORY     - Date     Condition        Report By
 BL0493  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0493  HISTORY     - 1935     GOOD             NGS
 BL0493
 BL0493                          STATION DESCRIPTION
 BL0493
 BL0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0493'0.7 MI W FROM FUQUA.
 BL0493'0.7 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0493'STATION AT FUQUA, LIBERTY COUNTY, OPPOSITE MILEPOST 117, AND 8 FEET
 BL0493'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0493'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2788 ***********************************************************************
 CS2788  DESIGNATION -  117
 CS2788  PID         -  CS2788
 CS2788  STATE/COUNTY-  TX/DALLAS
 CS2788  USGS QUAD   -  HUTCHINS (1973)
 CS2788
 CS2788                         *CURRENT SURVEY CONTROL
 CS2788  ___________________________________________________________________
 CS2788* NAD 83(1993)-  32 39 21.29029(N)    096 40 41.93882(W)     ADJUSTED  
 CS2788* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 CS2788  ___________________________________________________________________
 CS2788  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 CS2788  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CS2788
 CS2788  HORZ ORDER  -  SECOND
 CS2788
 CS2788.The horizontal coordinates were established by classical geodetic methods
 CS2788.and adjusted by the National Geodetic Survey in February 1996..
 CS2788
 CS2788.The orthometric height was scaled from a topographic map.
 CS2788
 CS2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2788
 CS2788.The geoid height was determined by GEOID03.
 CS2788
 CS2788;                    North         East     Units Scale Factor Converg.
 CS2788;SPC TXNC     - 2,111,179.344   770,873.642   MT  0.99989632   +0 59 36.7
 CS2788;SPC TXNC     - 6,926,427.56  2,529,107.94   sFT  0.99989632   +0 59 36.7
 CS2788;UTM  14      - 3,615,523.861   717,745.019   MT  1.00018468   +1 15 11.7
 CS2788
 CS2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2788!SPC TXNC     -   0.99998574  x   0.99989632  =   0.99988206
 CS2788!UTM  14      -   0.99998574  x   1.00018468  =   1.00017042
 CS2788
 CS2788                          SUPERSEDED SURVEY CONTROL
 CS2788
 CS2788  NAD 83(1986)-  32 39 21.29717(N)    096 40 41.92085(W) AD(       ) 2
 CS2788  NAD 27      -  32 39 20.81800(N)    096 40 40.94400(W) AD(       ) 2
 CS2788
 CS2788.Superseded values are not recommended for survey control.
 CS2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2788.See file dsdata.txt to determine how the superseded data were derived.
 CS2788
 CS2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1774515524(NAD 83)
 CS2788_MARKER: DB = BENCH MARK DISK
 CS2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2788
 CS2788  HISTORY     - Date     Condition        Report By
 CS2788  HISTORY     - 1947     MONUMENTED       CGS
 CS2788
 CS2788                          STATION DESCRIPTION
 CS2788
 CS2788'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS2788'SEE STA PRAIRIE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2167 ***********************************************************************
 BL2167  DESIGNATION -  1173
 BL2167  PID         -  BL2167
 BL2167  STATE/COUNTY-  TX/POLK
 BL2167  USGS QUAD   -  CARLISLE (1972)
 BL2167
 BL2167                         *CURRENT SURVEY CONTROL
 BL2167  ___________________________________________________________________
 BL2167* NAD 83(1993)-  30 47 21.50035(N)    095 08 29.04056(W)     ADJUSTED  
 BL2167* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 BL2167  ___________________________________________________________________
 BL2167  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BL2167  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL2167
 BL2167  HORZ ORDER  -  SECOND
 BL2167
 BL2167.The horizontal coordinates were established by classical geodetic methods
 BL2167.and adjusted by the National Geodetic Survey in February 1996..
 BL2167
 BL2167.The orthometric height was scaled from a topographic map.
 BL2167
 BL2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2167
 BL2167.The geoid height was determined by GEOID03.
 BL2167
 BL2167;                    North         East     Units Scale Factor Converg.
 BL2167;SPC TX C     - 3,136,043.463 1,196,702.844   MT  0.99988855   +2 40 26.9
 BL2167;SPC TX C     -10,288,835.93  3,926,182.58   sFT  0.99988855   +2 40 26.9
 BL2167;UTM  15      - 3,408,212.685   295,097.997   MT  1.00011794   -1 05 47.5
 BL2167
 BL2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2167!SPC TX C     -   1.00000005  x   0.99988855  =   0.99988860
 BL2167!UTM  15      -   1.00000005  x   1.00011794  =   1.00011799
 BL2167
 BL2167|---------------------------------------------------------------------|
 BL2167| PID    Reference Object                     Distance      Geod. Az  |
 BL2167|                                                           dddmmss.s |
 BL2167| CV8981 1173 RM 1                            21.638 METERS 09226     |
 BL2167| CV8982 1173 RM 2                            34.528 METERS 15520     |
 BL2167| CV8980 1173 AZ MK                                         3080312.4 |
 BL2167|---------------------------------------------------------------------|
 BL2167
 BL2167                          SUPERSEDED SURVEY CONTROL
 BL2167
 BL2167  NAD 83(1986)-  30 47 21.51107(N)    095 08 29.02681(W) AD(       ) 2
 BL2167  NAD 27      -  30 47 20.82300(N)    095 08 28.23800(W) AD(       ) 2
 BL2167
 BL2167.Superseded values are not recommended for survey control.
 BL2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2167.See file dsdata.txt to determine how the superseded data were derived.
 BL2167
 BL2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ9509808213(NAD 83)
 BL2167_MARKER: DD = SURVEY DISK
 BL2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2167
 BL2167  HISTORY     - Date     Condition        Report By
 BL2167  HISTORY     - 1935     MONUMENTED       USE
 BL2167  HISTORY     - 1944     GOOD             BGCO
 BL2167  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL2167
 BL2167                          STATION DESCRIPTION
 BL2167
 BL2167'DESCRIBED BY US ENGINEERS 1935 (CAS)
 BL2167'STATION IS ABOUT 14 MILES NW OF LIVINGSTON, AND ABOUT 1-1/2
 BL2167'MILES WSW OF ONALASKA, ON THE NE BANK OF THE TRINITY RIVER,
 BL2167'IN WOODLAND ON FARM OWNED BY TOM DREW OF ONALASKA, ABOUT 0.4
 BL2167'MILE SE OF THE FERRY CROSSING, 22 FEET NE OF EDGE OF RIVER BANK,
 BL2167'10 FEET WSW OF THE 14-INCH DIAMOND-BLAZED SYCAMORE TREE, 18 FEET
 BL2167'WSW OF THE 24-INCH RECTANGULAR-BLAZED SYCAMORE TREE, 28 FEET
 BL2167'SE OF THE TRIANGULAR-BLAZED 20-INCH GUM TREE.
 BL2167'
 BL2167'STATION IS MARKED BY A CROSS IN THE CENTER OF A U.S.E.D. PBM
 BL2167'STANDARD BRASS TABLET THAT IS SET IN A 12- BY 12-INCH CONCRETE
 BL2167'POST THAT PROJECTS 8 INCHES.  THE LETTERS USED BM ARE CAST IN
 BL2167'THE TABLET.  IT IS STAMPED, NO. 1173-ELEV. 118.050 FEET.  THE
 BL2167'NUMERALS 1173 ARE INSCRIBED IN THE TOP OF THE CONCRETE POST.
 BL2167'THE MARK IS IN GOOD CONDITION.
 BL2167'
 BL2167'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 BL2167'CONCRETE.
 BL2167'
 BL2167'AZIMUTH MARK (1935) IS NW OF STATION, ABOUT 115 FEET NNE OF
 BL2167'EDGE OF THE RIVER BANK, ABOUT 55 FEET SSW OF AN 18-INCH POPLAR
 BL2167'TREE.  IT PROJECTS 3 INCHES.
 BL2167'
 BL2167'REFERENCE MARK NO. 1 (1935) IS E OF STATION, 55 FEET ESE OF
 BL2167'THE RECTANGULAR-BLAZED 24-INCH SYCAMORE TREE, 14 FEET NW OF A
 BL2167'15-INCH GUM TREE, 14 FEET NNE OF A 24-INCH SYCAMORE TREE.  IT
 BL2167'PROJECTS 6 INCHES.
 BL2167'
 BL2167'REFERENCE MARK NO. 2 (1935) IS SSE OF STATION, 5 FEET NNW OF
 BL2167'AN 18-INCH BLAZED GUM TREE, 25 FEET ENE OF A 24-INCH GUM TREE,
 BL2167'32 FEET, NE OF EDGE OF THE RIVER BANK, 102.70 FEET SSW OF
 BL2167'REFERENCE MARK NO. 1.  IT PROJECTS 5 INCHES.
 BL2167'
 BL2167'TO REACH FROM THE COURTHOUSE IN LIVINGSTON, GO W ON DIRT
 BL2167'ROAD 7.1 MILES TO A FORK.  TAKE RIGHT FORK 9.5 MILES TO THE
 BL2167'VILLAGE OF ONALASKA AND A CHURCH ON RIGHT SIDE OF ROAD.  THENCE
 BL2167'CONTINUE STRAIGHT AHEAD 0.2 MILE TO A CROSSROADS.  THENCE RIGHT
 BL2167'0.15 MILE TO RAILROAD CROSSING, THENCE CONTINUE ON MAIN ROAD
 BL2167'1.75 MILES TO THE FERRY CROSSING AT THE TRINITY RIVER.  THENCE
 BL2167'SE ALONG RIVER BANK ABOUT 0.4 MILE TO STATION.
 BL2167'
 BL2167'A 90-FOOT SIGNAL IS REQUIRED AT THIS STATION TO CLEAR LOCAL
 BL2167'TREES.
 BL2167'
 BL2167'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 BL2167
 BL2167                          STATION RECOVERY (1944)
 BL2167
 BL2167'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1944 (CSS)
 BL2167'STATION RECOVERED.
 BL2167
 BL2167                          STATION RECOVERY (1997)
 BL2167
 BL2167'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6500 ***********************************************************************
 AW6500  DESIGNATION -  1178 18.74 350R USE
 AW6500  PID         -  AW6500
 AW6500  STATE/COUNTY-  TX/HARRIS
 AW6500  USGS QUAD   -  PARK PLACE (1995)
 AW6500
 AW6500                         *CURRENT SURVEY CONTROL
 AW6500  ___________________________________________________________________
 AW6500* NAD 83(1993)-  29 43 33.00725(N)    095 15 59.20286(W)     ADJUSTED  
 AW6500* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6500  ___________________________________________________________________
 AW6500  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6500  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6500
 AW6500  HORZ ORDER  -  THIRD
 AW6500
 AW6500.The horizontal coordinates were established by classical geodetic methods
 AW6500.and adjusted by the National Geodetic Survey in February 1996..
 AW6500
 AW6500.The orthometric height was scaled from a topographic map.
 AW6500
 AW6500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6500
 AW6500.The geoid height was determined by GEOID03.
 AW6500
 AW6500;                    North         East     Units Scale Factor Converg.
 AW6500;SPC TXSC     - 4,215,505.387   961,120.524   MT  0.99988644   +1 49 44.8
 AW6500;SPC TXSC     -13,830,370.59  3,153,276.25   sFT  0.99988644   +1 49 44.8
 AW6500;UTM  15      - 3,290,556.966   280,778.972   MT  1.00019299   -1 07 27.4
 AW6500
 AW6500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6500!SPC TXSC     -   1.00000412  x   0.99988644  =   0.99989056
 AW6500!UTM  15      -   1.00000412  x   1.00019299  =   1.00019711
 AW6500
 AW6500                          SUPERSEDED SURVEY CONTROL
 AW6500
 AW6500  NAD 83(1986)-  29 43 33.02148(N)    095 15 59.18331(W) AD(       ) 3
 AW6500  NAD 27      -  29 43 32.20483(N)    095 15 58.41933(W) AD(       ) 3
 AW6500
 AW6500.Superseded values are not recommended for survey control.
 AW6500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6500.See file dsdata.txt to determine how the superseded data were derived.
 AW6500
 AW6500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8077990557(NAD 83)
 AW6500_MARKER: DS = TRIANGULATION STATION DISK
 AW6500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6500_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6500+STABILITY: SURFACE MOTION
 AW6500
 AW6500  HISTORY     - Date     Condition        Report By
 AW6500  HISTORY     - 1955     MONUMENTED       CGS
 AW6500  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW6500
 AW6500                          STATION DESCRIPTION
 AW6500
 AW6500'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AW6500'THE STATION IS LOCATED 3.5 MI. W-NW OF PASADENA, 325.0 FT.
 AW6500'N OF THE MEAN HIGH-WATERLINE OF THE HOUSTON SHIP CHANNEL,
 AW6500'APPROXIMATELY 820 FT. W OF THE W BOUNDARY FENCE OF THE DICKSON
 AW6500'GUN PLANT, AND ON PROPERTY OWNED BY THE CONSOLIDATED WESTERN
 AW6500'STEEL CORP.
 AW6500'
 AW6500'1178+18.74 (350 R) (U.S.E.) IS SW OF THE STATION, ON THE
 AW6500'CHANNEL BANK.  IT IS A U.S.E. HARBOR SURVEY STANDARD DISK,
 AW6500'SET IN A 20-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AW6500'GROUND, AND STAMPED 1178+18.74 (350) (USE) 1948.
 AW6500
 AW6500                          STATION RECOVERY (1995)
 AW6500
 AW6500'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3724 ***********************************************************************
 AW3724  DESIGNATION -  1178+18.74 350
 AW3724  PID         -  AW3724
 AW3724  STATE/COUNTY-  TX/HARRIS
 AW3724  USGS QUAD   -  PARK PLACE (1995)
 AW3724
 AW3724                         *CURRENT SURVEY CONTROL
 AW3724  ___________________________________________________________________
 AW3724* NAD 83(1986)-  29 43 34.     (N)    095 16 04.     (W)     SCALED    
 AW3724* NAVD 88     -         8.16   (+/-2cm)      26.8    (feet)  VERTCON   
 AW3724  ___________________________________________________________________
 AW3724  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3724
 AW3724  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3724
 AW3724.The horizontal coordinates were scaled from a topographic map and have
 AW3724.an estimated accuracy of +/- 6 seconds.
 AW3724
 AW3724.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3724.The vertical order pertains to the NGVD 29 superseded value.
 AW3724
 AW3724.The geoid height was determined by GEOID03.
 AW3724
 AW3724;                    North         East    Units  Estimated Accuracy
 AW3724;SPC TXSC     - 4,215,530.      960,990.      MT  (+/- 180 meters Scaled)
 AW3724
 AW3724                          SUPERSEDED SURVEY CONTROL
 AW3724
 AW3724  NGVD 29 (??/??/92)    8.156  (m)           26.76   (f) ADJ UNCH    1 2
 AW3724
 AW3724.Superseded values are not recommended for survey control.
 AW3724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3724.See file dsdata.txt to determine how the superseded data were derived.
 AW3724
 AW3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN806905(NAD 83)
 AW3724_MARKER: DD = SURVEY DISK
 AW3724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3724_STAMPING: 1178+18.74 350
 AW3724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3724+STABILITY: SURFACE MOTION
 AW3724
 AW3724  HISTORY     - Date     Condition        Report By
 AW3724  HISTORY     - UNK      MONUMENTED       USE
 AW3724  HISTORY     - 1959     GOOD             NGS
 AW3724  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3724
 AW3724                          STATION DESCRIPTION
 AW3724
 AW3724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3724'2.5 MI SE FROM HOUSTON.
 AW3724'ABOUT 1.1 MILES SOUTHEAST ALONG THE NORTHEAST SIDE OF THE HOUSTON SHIP
 AW3724'CHANNEL TURNING BASIN FROM THE U. S. CUSTOMHOUSE, THENCE ABOUT 0.3
 AW3724'MILE SOUTHEAST ALONG A CLAY ROAD LEADING TO THE NORTHEAST BANK OF THE
 AW3724'CHANNEL, THENCE ABOUT 1.1 MILES SOUTHEAST ALONG THE NORTHEAST BANK OF
 AW3724'THE CHANNEL, 400 FEET EAST OF A FENCE, 19 FEET NORTHWEST OF THE HIGH
 AW3724'WATER LINE OF THE CHANNEL, 15 FEET WEST OF A 7-INCH THORNY TREE, 2
 AW3724'FEET SOUTH OF A 2 X 6-INCH POST, AND IN THE TOP OF A CONCRETE POST,
 AW3724'POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3724
 AW3724                          STATION RECOVERY (1964)
 AW3724
 AW3724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2935 ***********************************************************************
 AW2935  DESIGNATION -  118
 AW2935  PID         -  AW2935
 AW2935  STATE/COUNTY-  TX/CHAMBERS
 AW2935  USGS QUAD   -  COVE (1993)
 AW2935
 AW2935                         *CURRENT SURVEY CONTROL
 AW2935  ___________________________________________________________________
 AW2935* NAD 83(1986)-  29 45 48.     (N)    094 51 06.     (W)     SCALED    
 AW2935* NAVD 88     -         9.65   (+/-2cm)      31.7    (feet)  VERTCON   
 AW2935  ___________________________________________________________________
 AW2935  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2935
 AW2935  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2935
 AW2935.The horizontal coordinates were scaled from a topographic map and have
 AW2935.an estimated accuracy of +/- 6 seconds.
 AW2935
 AW2935.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2935.The vertical order pertains to the NGVD 29 superseded value.
 AW2935
 AW2935.The geoid height was determined by GEOID03.
 AW2935
 AW2935;                    North         East    Units  Estimated Accuracy
 AW2935;SPC TXSC     - 4,221,010.    1,001,080.      MT  (+/- 180 meters Scaled)
 AW2935
 AW2935                          SUPERSEDED SURVEY CONTROL
 AW2935
 AW2935  NGVD 29 (??/??/92)    9.649  (m)           31.66   (f) ADJ UNCH    1 2
 AW2935
 AW2935.Superseded values are not recommended for survey control.
 AW2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2935.See file dsdata.txt to determine how the superseded data were derived.
 AW2935
 AW2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN209939(NAD 83)
 AW2935_MARKER: P = PIPE CAP
 AW2935_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2935_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2935
 AW2935  HISTORY     - Date     Condition        Report By
 AW2935  HISTORY     - UNK      MONUMENTED       USGS
 AW2935  HISTORY     - 1959     GOOD             NGS
 AW2935  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2935  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2935  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2935  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2935  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW2935  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 AW2935
 AW2935                          STATION DESCRIPTION
 AW2935
 AW2935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2935'7.15 MI SW FROM COVE.
 AW2935'ABOUT 5.15 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE STATE HIGHWAY
 AW2935'73 OVERPASS AT COVE, THENCE ABOUT 1.65 MILES SOUTH  ALONG FARM ROAD
 AW2935'2354, TO A PRIVATE SHELL ROAD OF THE SALT DOME PRODUCTION COMPANY
 AW2935'LEADING SOUTHEAST, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG THE SHELL
 AW2935'ROAD, 149 FEET NORTH OF THE CENTER LINE OF THE ROAD, AT THE SOUTH SIDE
 AW2935'OF A SMALL SLUSH PIT, 75 YARDS NORTH OF THE MOST NORTHERLY ONE OF TWO
 AW2935'OIL TANKS, 129 FEET NORTH OF A FENCE, 2 FEET WEST OF THE WEST SIDE OF
 AW2935'THE WOODEN FOUNDATION OF AN OIL PUMP, ON THE OUTLET OF A 4-INCH T PIPE
 AW2935'JOINT, AND ABOUT 2 FEET ABOVE THE GROUND.
 AW2935
 AW2935                          STATION RECOVERY (1973)
 AW2935
 AW2935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2935'MARK NOT FOUND.
 AW2935
 AW2935                          STATION RECOVERY (1990)
 AW2935
 AW2935'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2935'MARK NOT FOUND.
 AW2935
 AW2935                          STATION RECOVERY (1997)
 AW2935
 AW2935'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2935'MARK NOT FOUND.
 AW2935
 AW2935                          STATION RECOVERY (2001)
 AW2935
 AW2935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2935'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2935
 AW2935                          STATION RECOVERY (2004)
 AW2935
 AW2935'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2935'MARK NOT FOUND.
 AW2935
 AW2935                          STATION RECOVERY (2005)
 AW2935
 AW2935'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0312 ***********************************************************************
 DO0312  DESIGNATION -  118
 DO0312  PID         -  DO0312
 DO0312  STATE/COUNTY-  TX/WICHITA
 DO0312  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0312
 DO0312                         *CURRENT SURVEY CONTROL
 DO0312  ___________________________________________________________________
 DO0312* NAD 83(1986)-  33 55 56.     (N)    098 33 00.     (W)     SCALED    
 DO0312* NAVD 88     -       293.387  (meters)     962.55   (feet)  ADJUSTED  
 DO0312  ___________________________________________________________________
 DO0312  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DO0312  DYNAMIC HT  -         293.065 (meters)     961.50  (feet)  COMP
 DO0312  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 DO0312
 DO0312  VERT ORDER  -  FIRST     CLASS II
 DO0312
 DO0312.The horizontal coordinates were scaled from a topographic map and have
 DO0312.an estimated accuracy of +/- 6 seconds.
 DO0312
 DO0312.The orthometric height was determined by differential leveling
 DO0312.and adjusted by the National Geodetic Survey in June 1991..
 DO0312
 DO0312.The geoid height was determined by GEOID03.
 DO0312
 DO0312.The dynamic height is computed by dividing the NAVD 88
 DO0312.geopotential number by the normal gravity value computed on the
 DO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0312.degrees latitude (g = 980.6199 gals.).
 DO0312
 DO0312.The modeled gravity was interpolated from observed gravity values.
 DO0312
 DO0312;                    North         East    Units  Estimated Accuracy
 DO0312;SPC TXNC     - 2,251,240.      595,380.      MT  (+/- 180 meters Scaled)
 DO0312
 DO0312                          SUPERSEDED SURVEY CONTROL
 DO0312
 DO0312  NGVD 29 (??/??/92)  293.307  (m)          962.29   (f) ADJ UNCH    1 2
 DO0312
 DO0312.Superseded values are not recommended for survey control.
 DO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0312.See file dsdata.txt to determine how the superseded data were derived.
 DO0312
 DO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC415547(NAD 83)
 DO0312_MARKER: Z = SEE DESCRIPTION
 DO0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0312_SP_SET: MILEPOST
 DO0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0312
 DO0312  HISTORY     - Date     Condition        Report By
 DO0312  HISTORY     - UNK      MONUMENTED       BNRR
 DO0312  HISTORY     - 1957     GOOD             NGS
 DO0312  HISTORY     - 20010525 GOOD             USPSQD
 DO0312
 DO0312                          STATION DESCRIPTION
 DO0312
 DO0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0312'3.7 MI NW FROM WICHITA FALLS.
 DO0312'3.7 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0312'WICHITA FALLS, WICHITA COUNTY, AND ON THE TOP OF CONCRETE MILEPOST
 DO0312'118.  THE TOP OF THE MILEPOST.
 DO0312
 DO0312                          STATION RECOVERY (2001)
 DO0312
 DO0312'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0491 ***********************************************************************
 BL0491  DESIGNATION -  118
 BL0491  PID         -  BL0491
 BL0491  STATE/COUNTY-  TX/LIBERTY
 BL0491  USGS QUAD   -  VOTAW (1984)
 BL0491
 BL0491                         *CURRENT SURVEY CONTROL
 BL0491  ___________________________________________________________________
 BL0491* NAD 83(1986)-  30 26 43.     (N)    094 43 53.     (W)     SCALED    
 BL0491* NAVD 88     -        35.84   (+/-2cm)     117.6    (feet)  VERTCON   
 BL0491  ___________________________________________________________________
 BL0491  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0491
 BL0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0491
 BL0491.The horizontal coordinates were scaled from a topographic map and have
 BL0491.an estimated accuracy of +/- 6 seconds.
 BL0491
 BL0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0491.The vertical order pertains to the NGVD 29 superseded value.
 BL0491
 BL0491.The geoid height was determined by GEOID03.
 BL0491
 BL0491;                    North         East    Units  Estimated Accuracy
 BL0491;SPC TX C     - 3,099,860.    1,237,820.      MT  (+/- 180 meters Scaled)
 BL0491
 BL0491                          SUPERSEDED SURVEY CONTROL
 BL0491
 BL0491  NGVD 29 (??/??/92)   35.849  (m)          117.61   (f) ADJ UNCH    2 0
 BL0491
 BL0491.Superseded values are not recommended for survey control.
 BL0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0491.See file dsdata.txt to determine how the superseded data were derived.
 BL0491
 BL0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP337694(NAD 83)
 BL0491_MARKER: Z = SEE DESCRIPTION
 BL0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0491_SP_SET: RAIL
 BL0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0491
 BL0491  HISTORY     - Date     Condition        Report By
 BL0491  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0491  HISTORY     - 1935     GOOD             NGS
 BL0491
 BL0491                          STATION DESCRIPTION
 BL0491
 BL0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0491'0.3 MI E FROM FUQUA.
 BL0491'0.3 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0491'STATION AT FUQUA, LIBERTY COUNTY, OPPOSITE MILEPOST 118, AND 8 FEET
 BL0491'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0491'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0127 ***********************************************************************
 EN0127  DESIGNATION -  1181+85
 EN0127  PID         -  EN0127
 EN0127  STATE/COUNTY-  TX/HALL
 EN0127  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0127
 EN0127                         *CURRENT SURVEY CONTROL
 EN0127  ___________________________________________________________________
 EN0127* NAD 83(1986)-  34 28 49.     (N)    100 47 09.     (W)     SCALED    
 EN0127* NAVD 88     -       695.931  (meters)    2283.23   (feet)  ADJUSTED  
 EN0127  ___________________________________________________________________
 EN0127  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 EN0127  DYNAMIC HT  -         695.117 (meters)    2280.56  (feet)  COMP
 EN0127  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 EN0127
 EN0127  VERT ORDER  -  FIRST     CLASS II
 EN0127
 EN0127.The horizontal coordinates were scaled from a topographic map and have
 EN0127.an estimated accuracy of +/- 6 seconds.
 EN0127
 EN0127.The orthometric height was determined by differential leveling
 EN0127.and adjusted by the National Geodetic Survey in June 1991..
 EN0127
 EN0127.The geoid height was determined by GEOID03.
 EN0127
 EN0127.The dynamic height is computed by dividing the NAVD 88
 EN0127.geopotential number by the normal gravity value computed on the
 EN0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0127.degrees latitude (g = 980.6199 gals.).
 EN0127
 EN0127.The modeled gravity was interpolated from observed gravity values.
 EN0127
 EN0127;                    North         East    Units  Estimated Accuracy
 EN0127;SPC TX N     - 1,053,520.      265,610.      MT  (+/- 180 meters Scaled)
 EN0127
 EN0127                          SUPERSEDED SURVEY CONTROL
 EN0127
 EN0127  NGVD 29 (??/??/92)  695.625  (m)         2282.23   (f) ADJ UNCH    1 2
 EN0127
 EN0127.Superseded values are not recommended for survey control.
 EN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0127.See file dsdata.txt to determine how the superseded data were derived.
 EN0127
 EN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD360168(NAD 83)
 EN0127_MARKER: Z = SEE DESCRIPTION
 EN0127_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0127_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0127
 EN0127  HISTORY     - Date     Condition        Report By
 EN0127  HISTORY     - UNK      MONUMENTED       BNRR
 EN0127  HISTORY     - 1933     GOOD             NGS
 EN0127  HISTORY     - 1934     GOOD             NGS
 EN0127
 EN0127                          STATION DESCRIPTION
 EN0127
 EN0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0127'9.6 MI NE FROM TURKEY.
 EN0127'9.6 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0127'THE STATION AT TURKEY, HALL COUNTY, ABOUT 0.5 MILE SOUTHWEST OF THE
 EN0127'SIGNBOARD AT TAMPICO, AT STATION 1181+85 (MILEAGE 259.43), ABOUT 120
 EN0127'YARDS SOUTHWEST OF SIGN P 259.38, ABOUT 13 YARDS SOUTH OF THE TRACK,
 EN0127'ABOUT 5 YARDS NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 5 FEET LOWER
 EN0127'THAN THE GRADE.  THE TOP OF A CONCRETE PIPE PROJECTING ABOUT 18 INCHES
 EN0127'ABOVE GROUND.
 EN0127
 EN0127                          STATION RECOVERY (1934)
 EN0127
 EN0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0187 ***********************************************************************
 CA0187  DESIGNATION -  1188
 CA0187  PID         -  CA0187
 CA0187  STATE/COUNTY-  TX/SAN SABA
 CA0187  USGS QUAD   -  SAN SABA (1976)
 CA0187
 CA0187                         *CURRENT SURVEY CONTROL
 CA0187  ___________________________________________________________________
 CA0187* NAD 83(1986)-  31 13 25.     (N)    098 37 58.     (W)     SCALED    
 CA0187* NAVD 88     -       362.451  (meters)    1189.14   (feet)  ADJUSTED  
 CA0187  ___________________________________________________________________
 CA0187  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 CA0187  DYNAMIC HT  -         361.971 (meters)    1187.57  (feet)  COMP
 CA0187  MODELED GRAV-     979,307.1   (mgal)                       NAVD 88
 CA0187
 CA0187  VERT ORDER  -  SECOND    CLASS 0
 CA0187
 CA0187.The horizontal coordinates were scaled from a topographic map and have
 CA0187.an estimated accuracy of +/- 6 seconds.
 CA0187
 CA0187.The orthometric height was determined by differential leveling
 CA0187.and adjusted by the National Geodetic Survey in June 1991..
 CA0187
 CA0187.The geoid height was determined by GEOID03.
 CA0187
 CA0187.The dynamic height is computed by dividing the NAVD 88
 CA0187.geopotential number by the normal gravity value computed on the
 CA0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0187.degrees latitude (g = 980.6199 gals.).
 CA0187
 CA0187.The modeled gravity was interpolated from observed gravity values.
 CA0187
 CA0187;                    North         East    Units  Estimated Accuracy
 CA0187;SPC TX C     - 3,173,830.      862,010.      MT  (+/- 180 meters Scaled)
 CA0187
 CA0187                          SUPERSEDED SURVEY CONTROL
 CA0187
 CA0187  NGVD 29 (??/??/92)  362.392  (m)         1188.95   (f) ADJ UNCH    2 0
 CA0187
 CA0187.Superseded values are not recommended for survey control.
 CA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0187.See file dsdata.txt to determine how the superseded data were derived.
 CA0187
 CA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV349544(NAD 83)
 CA0187_MARKER: DD = SURVEY DISK
 CA0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0187_SP_SET: IRON PIPE
 CA0187_STAMPING: 1188 FEET
 CA0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0187
 CA0187  HISTORY     - Date     Condition        Report By
 CA0187  HISTORY     - UNK      MONUMENTED       USGS
 CA0187  HISTORY     - 1935     GOOD             NGS
 CA0187
 CA0187                          STATION DESCRIPTION
 CA0187
 CA0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0187'5.7 MI E FROM SAN SABA.
 CA0187'5.7 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. 464 YARDS N.E. OF
 CA0187'MILE POST 19.  19 YARDS S.E. OF CENTER OF THE TRACK.  1 YARD S.E. OF
 CA0187'THE RIGHT OF WAY FENCE.  4 YARDS N.E. OF A GATE IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0311 ***********************************************************************
 DO0311  DESIGNATION -  119
 DO0311  PID         -  DO0311
 DO0311  STATE/COUNTY-  TX/WICHITA
 DO0311  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0311
 DO0311                         *CURRENT SURVEY CONTROL
 DO0311  ___________________________________________________________________
 DO0311* NAD 83(1986)-  33 56 06.     (N)    098 34 01.     (W)     SCALED    
 DO0311* NAVD 88     -       296.504  (meters)     972.78   (feet)  ADJUSTED  
 DO0311  ___________________________________________________________________
 DO0311  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DO0311  DYNAMIC HT  -         296.178 (meters)     971.71  (feet)  COMP
 DO0311  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 DO0311
 DO0311  VERT ORDER  -  FIRST     CLASS II
 DO0311
 DO0311.The horizontal coordinates were scaled from a topographic map and have
 DO0311.an estimated accuracy of +/- 6 seconds.
 DO0311
 DO0311.The orthometric height was determined by differential leveling
 DO0311.and adjusted by the National Geodetic Survey in June 1991..
 DO0311
 DO0311.The geoid height was determined by GEOID03.
 DO0311
 DO0311.The dynamic height is computed by dividing the NAVD 88
 DO0311.geopotential number by the normal gravity value computed on the
 DO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0311.degrees latitude (g = 980.6199 gals.).
 DO0311
 DO0311.The modeled gravity was interpolated from observed gravity values.
 DO0311
 DO0311;                    North         East    Units  Estimated Accuracy
 DO0311;SPC TXNC     - 2,251,550.      593,810.      MT  (+/- 180 meters Scaled)
 DO0311
 DO0311                          SUPERSEDED SURVEY CONTROL
 DO0311
 DO0311  NGVD 29 (??/??/92)  296.423  (m)          972.51   (f) ADJ UNCH    1 2
 DO0311
 DO0311.Superseded values are not recommended for survey control.
 DO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0311.See file dsdata.txt to determine how the superseded data were derived.
 DO0311
 DO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC400550(NAD 83)
 DO0311_MARKER: Z = SEE DESCRIPTION
 DO0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0311_SP_SET: MILEPOST
 DO0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0311
 DO0311  HISTORY     - Date     Condition        Report By
 DO0311  HISTORY     - UNK      MONUMENTED       BNRR
 DO0311  HISTORY     - 1957     GOOD             NGS
 DO0311  HISTORY     - 20010525 GOOD             USPSQD
 DO0311
 DO0311                          STATION DESCRIPTION
 DO0311
 DO0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0311'4.7 MI NW FROM WICHITA FALLS.
 DO0311'4.7 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0311'WICHITA FALLS, WICHITA COUNTY, AND ON THE TOP OF CONCRETE MILEPOST
 DO0311'119.  THE TOP OF THE MILEPOST.
 DO0311
 DO0311                          STATION RECOVERY (2001)
 DO0311
 DO0311'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3729 ***********************************************************************
 AW3729  DESIGNATION -  1190+00 350 L
 AW3729  PID         -  AW3729
 AW3729  STATE/COUNTY-  TX/HARRIS
 AW3729  USGS QUAD   -  PARK PLACE (1995)
 AW3729
 AW3729                         *CURRENT SURVEY CONTROL
 AW3729  ___________________________________________________________________
 AW3729* NAD 83(1986)-  29 43 33.     (N)    095 16 05.     (W)     SCALED    
 AW3729* NAVD 88     -         7.55   (+/-2cm)      24.8    (feet)  VERTCON   
 AW3729  ___________________________________________________________________
 AW3729  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3729
 AW3729  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3729
 AW3729.The horizontal coordinates were scaled from a topographic map and have
 AW3729.an estimated accuracy of +/- 6 seconds.
 AW3729
 AW3729.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3729.The vertical order pertains to the NGVD 29 superseded value.
 AW3729
 AW3729.The geoid height was determined by GEOID03.
 AW3729
 AW3729;                    North         East    Units  Estimated Accuracy
 AW3729;SPC TXSC     - 4,215,500.      960,970.      MT  (+/- 180 meters Scaled)
 AW3729
 AW3729                          SUPERSEDED SURVEY CONTROL
 AW3729
 AW3729  NGVD 29 (??/??/92)    7.551  (m)           24.77   (f) ADJ UNCH    1 2
 AW3729
 AW3729.Superseded values are not recommended for survey control.
 AW3729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3729.See file dsdata.txt to determine how the superseded data were derived.
 AW3729
 AW3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN806905(NAD 83)
 AW3729_MARKER: DD = SURVEY DISK
 AW3729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3729_STAMPING: 1190+00 350 L
 AW3729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3729+STABILITY: SURFACE MOTION
 AW3729
 AW3729  HISTORY     - Date     Condition        Report By
 AW3729  HISTORY     - UNK      MONUMENTED       USE
 AW3729  HISTORY     - 1959     GOOD             NGS
 AW3729  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3729
 AW3729                          STATION DESCRIPTION
 AW3729
 AW3729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3729'2.25 MI SE FROM HOUSTON.
 AW3729'ABOUT 1.1 MILES SOUTHEAST ALONG THE NORTHEAST SIDE OF THE HOUSTON SHIP
 AW3729'CHANNEL TURNING BASIN FROM THE U. S. CUSTOMHOUSE, THENCE ABOUT 0.3
 AW3729'MILE SOUTHEAST ALONG A CLAY ROAD LEADING TO THE NORTHEAST BANK OF THE
 AW3729'CHANNEL, THENCE ABOUT 0.85 MILE SOUTHEAST ALONG THE NORTHEAST BANK OF
 AW3729'THE CHANNEL, 40 FEET NORTH OF THE HIGH WATER LINE, 68 FEET EAST OF A
 AW3729'CLUMP OF BUSHES, 2 FEET SOUTH OF A 4 X 4-INCH POST, 30 FEET NORTHWEST
 AW3729'OF BENCH MARK 1205+00 1928 (U.S.E.), AND IN THE TOP OF A CONCRETE
 AW3729'POST, POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3729
 AW3729                          STATION RECOVERY (1964)
 AW3729
 AW3729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3727 ***********************************************************************
 AW3727  DESIGNATION -  1190+00 400 L 1937
 AW3727  PID         -  AW3727
 AW3727  STATE/COUNTY-  TX/HARRIS
 AW3727  USGS QUAD   -  PARK PLACE (1995)
 AW3727
 AW3727                         *CURRENT SURVEY CONTROL
 AW3727  ___________________________________________________________________
 AW3727* NAD 83(1986)-  29 43 32.     (N)    095 16 07.     (W)     SCALED    
 AW3727* NAVD 88     -         7.39   (+/-2cm)      24.2    (feet)  VERTCON   
 AW3727  ___________________________________________________________________
 AW3727  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3727
 AW3727  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3727
 AW3727.The horizontal coordinates were scaled from a topographic map and have
 AW3727.an estimated accuracy of +/- 6 seconds.
 AW3727
 AW3727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3727.The vertical order pertains to the NGVD 29 superseded value.
 AW3727
 AW3727.The geoid height was determined by GEOID03.
 AW3727
 AW3727;                    North         East    Units  Estimated Accuracy
 AW3727;SPC TXSC     - 4,215,470.      960,910.      MT  (+/- 180 meters Scaled)
 AW3727
 AW3727                          SUPERSEDED SURVEY CONTROL
 AW3727
 AW3727  NGVD 29 (??/??/92)    7.386  (m)           24.23   (f) ADJ UNCH    1 2
 AW3727
 AW3727.Superseded values are not recommended for survey control.
 AW3727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3727.See file dsdata.txt to determine how the superseded data were derived.
 AW3727
 AW3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN805905(NAD 83)
 AW3727_MARKER: DD = SURVEY DISK
 AW3727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3727_STAMPING: 1190+00 400 L 1937
 AW3727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3727+STABILITY: SURFACE MOTION
 AW3727
 AW3727  HISTORY     - Date     Condition        Report By
 AW3727  HISTORY     - 1937     MONUMENTED       USE
 AW3727  HISTORY     - 1959     GOOD             NGS
 AW3727  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3727
 AW3727                          STATION DESCRIPTION
 AW3727
 AW3727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3727'2.3 MI SE FROM HOUSTON.
 AW3727'ABOUT 1.1 MILES SOUTHEAST ALONG THE NORTHEAST SIDE OF THE HOUSTON SHIP
 AW3727'CHANNEL TURNING BASIN FROM THE U. S. CUSTOMHOUSE, THENCE ABOUT 0.3
 AW3727'MILE SOUTHEAST ALONG A CLAY ROAD LEADING TO THE NORTHEAST BANK OF THE
 AW3727'CHANNEL, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG THE NORTHEAST BANK OF
 AW3727'THE CHANNEL, 185 FEET WEST OF THE CENTER OF A DEEP GULLY, ABOUT 0.1
 AW3727'MILE WEST OF A WOODEN SPILLWAY, 25 FEET NORTH OF THE HIGH WATER LINE,
 AW3727'2 FEET SOUTH OF A 2 X 6-INCH POST, AND IN THE TOP OF A CONCRETE POST
 AW3727'PROJECTING 4 INCHES.
 AW3727
 AW3727                          STATION RECOVERY (1964)
 AW3727
 AW3727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3731 ***********************************************************************
 AW3731  DESIGNATION -  1194+00 350 1934
 AW3731  PID         -  AW3731
 AW3731  STATE/COUNTY-  TX/HARRIS
 AW3731  USGS QUAD   -  PARK PLACE (1995)
 AW3731
 AW3731                         *CURRENT SURVEY CONTROL
 AW3731  ___________________________________________________________________
 AW3731* NAD 83(1986)-  29 43 34.     (N)    095 16 09.     (W)     SCALED    
 AW3731* NAVD 88     -         8.40   (+/-2cm)      27.6    (feet)  VERTCON   
 AW3731  ___________________________________________________________________
 AW3731  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3731
 AW3731  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3731
 AW3731.The horizontal coordinates were scaled from a topographic map and have
 AW3731.an estimated accuracy of +/- 6 seconds.
 AW3731
 AW3731.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3731.The vertical order pertains to the NGVD 29 superseded value.
 AW3731
 AW3731.The geoid height was determined by GEOID03.
 AW3731
 AW3731;                    North         East    Units  Estimated Accuracy
 AW3731;SPC TXSC     - 4,215,530.      960,860.      MT  (+/- 180 meters Scaled)
 AW3731
 AW3731                          SUPERSEDED SURVEY CONTROL
 AW3731
 AW3731  NGVD 29 (??/??/92)    8.397  (m)           27.55   (f) ADJ UNCH    1 2
 AW3731
 AW3731.Superseded values are not recommended for survey control.
 AW3731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3731.See file dsdata.txt to determine how the superseded data were derived.
 AW3731
 AW3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN805905(NAD 83)
 AW3731_MARKER: DD = SURVEY DISK
 AW3731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3731_STAMPING: 1194+00 350 1948
 AW3731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3731+STABILITY: SURFACE MOTION
 AW3731
 AW3731  HISTORY     - Date     Condition        Report By
 AW3731  HISTORY     - 1948     MONUMENTED       USE
 AW3731  HISTORY     - 1959     GOOD             NGS
 AW3731  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3731  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW3731
 AW3731                          STATION DESCRIPTION
 AW3731
 AW3731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3731'2.15 MI SE FROM HOUSTON.
 AW3731'ABOUT 1.1 MILES SOUTHEAST ALONG THE NORTHEAST SIDE OF THE HOUSTON SHIP
 AW3731'CHANNEL TURNING BASIN FROM THE U. S. CUSTOMHOUSE, THENCE ABOUT 0.3
 AW3731'MILE SOUTHEAST ALONG A CLAY ROAD LEADING TO THE NORTHEAST BANK OF THE
 AW3731'CHANNEL, THENCE ABOUT 0.75 MILE SOUTHEAST ALONG THE NORTHEAST BANK OF
 AW3731'THE SHIP CHANNEL, ABOUT 0.1 MILE EAST OF A FENCE, 310 FEET WEST OF A
 AW3731'CLUMP OF EVERGREEN BUSHES, 200 FEET SOUTH OF A CLUMP OF EVERGREEN
 AW3731'BUSHES, 45 FEET NORTH OF THE HIGH WATER LINE, AND IN THE TOP OF A
 AW3731'CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3731
 AW3731                          STATION RECOVERY (1964)
 AW3731
 AW3731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3731'MARK NOT FOUND.
 AW3731
 AW3731                          STATION RECOVERY (1995)
 AW3731
 AW3731'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0059 ***********************************************************************
 BN0059  DESIGNATION -  1198 SA
 BN0059  PID         -  BN0059
 BN0059  STATE/COUNTY-  TX/BURNET
 BN0059  USGS QUAD   -  BERTRAM (1986)
 BN0059
 BN0059                         *CURRENT SURVEY CONTROL
 BN0059  ___________________________________________________________________
 BN0059* NAD 83(1986)-  30 43 56.     (N)    098 01 40.     (W)     SCALED    
 BN0059* NAVD 88     -       363.118  (meters)    1191.33   (feet)  ADJUSTED  
 BN0059  ___________________________________________________________________
 BN0059  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 BN0059  DYNAMIC HT  -         362.628 (meters)    1189.72  (feet)  COMP
 BN0059  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 BN0059
 BN0059  VERT ORDER  -  SECOND    CLASS 0
 BN0059
 BN0059.The horizontal coordinates were scaled from a topographic map and have
 BN0059.an estimated accuracy of +/- 6 seconds.
 BN0059
 BN0059.The orthometric height was determined by differential leveling
 BN0059.and adjusted by the National Geodetic Survey in June 1991..
 BN0059
 BN0059.The geoid height was determined by GEOID03.
 BN0059
 BN0059.The dynamic height is computed by dividing the NAVD 88
 BN0059.geopotential number by the normal gravity value computed on the
 BN0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0059.degrees latitude (g = 980.6199 gals.).
 BN0059
 BN0059.The modeled gravity was interpolated from observed gravity values.
 BN0059
 BN0059;                    North         East    Units  Estimated Accuracy
 BN0059;SPC TX C     - 3,120,410.      920,760.      MT  (+/- 180 meters Scaled)
 BN0059
 BN0059                          SUPERSEDED SURVEY CONTROL
 BN0059
 BN0059  NGVD 29 (??/??/92)  363.038  (m)         1191.07   (f) ADJ UNCH    2 0
 BN0059
 BN0059.Superseded values are not recommended for survey control.
 BN0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0059.See file dsdata.txt to determine how the superseded data were derived.
 BN0059
 BN0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV930003(NAD 83)
 BN0059_MARKER: Z = SEE DESCRIPTION
 BN0059_SETTING: 0 = UNSPECIFIED SETTING
 BN0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0059
 BN0059  HISTORY     - Date     Condition        Report By
 BN0059  HISTORY     - UNK      MONUMENTED       USGS
 BN0059  HISTORY     - 1933     GOOD             NGS
 BN0059  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 BN0059
 BN0059                          STATION DESCRIPTION
 BN0059
 BN0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0059'1.8 MI E FROM BERTRAM.
 BN0059'ALONG TEXAS AND NEW ORLEANS RAILROAD, AT CATTLE GUARD 47-C, 43 FEET
 BN0059'SOUTHWEST OF CENTER OF TRACK.
 BN0059
 BN0059                          STATION RECOVERY (2002)
 BN0059
 BN0059'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2828 ***********************************************************************
 AB2828  PACS        -  This is a Primary Airport Control Station.
 AB2828  DESIGNATION -  11R A
 AB2828  PID         -  AB2828
 AB2828  STATE/COUNTY-  TX/WASHINGTON
 AB2828  USGS QUAD   -  CHAPPELL HILL (1989)
 AB2828
 AB2828                         *CURRENT SURVEY CONTROL
 AB2828  ___________________________________________________________________
 AB2828* NAD 83(1993)-  30 13 34.63005(N)    096 22 29.97300(W)     ADJUSTED  
 AB2828* NAVD 88     -        92.75   (meters)     304.3    (feet)  GPS OBS   
 AB2828  ___________________________________________________________________
 AB2828  X           -    -612,439.838 (meters)                     COMP
 AB2828  Y           -  -5,481,621.325 (meters)                     COMP
 AB2828  Z           -   3,192,105.955 (meters)                     COMP
 AB2828  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AB2828  ELLIP HEIGHT-          65.49  (meters)          (10/24/00) GPS OBS
 AB2828  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AB2828
 AB2828  HORZ ORDER  -  B
 AB2828  ELLP ORDER  -  FOURTH    CLASS II
 AB2828
 AB2828.This mark is at Brenham Muni (11R) Airport (11R)
 AB2828
 AB2828.The horizontal coordinates were established by GPS observations
 AB2828.and adjusted by the National Geodetic Survey in February 1996..
 AB2828
 AB2828.The orthometric height was determined by GPS observations and a
 AB2828.high-resolution geoid model.
 AB2828
 AB2828.GPS derived orthometric heights for airport stations designated as
 AB2828.PACS or SACS are published to 2 decimal places.  This maintains
 AB2828.centimeter relative accuracy between the PACS and SACS.  It does
 AB2828.not indicate centimeter accuracy relative to other marks which are
 AB2828.part of the NAVD 88 network.
 AB2828
 AB2828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2828
 AB2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2828
 AB2828.The ellipsoidal height was determined by GPS observations
 AB2828.and is referenced to NAD 83.
 AB2828
 AB2828.The geoid height was determined by GEOID03.
 AB2828
 AB2828;                    North         East     Units Scale Factor Converg.
 AB2828;SPC TX C     - 3,068,816.747 1,080,965.247   MT  0.99997254   +2 02 19.6
 AB2828;SPC TX C     -10,068,276.28  3,546,466.81   sFT  0.99997254   +2 02 19.6
 AB2828;UTM  14      - 3,346,774.894   752,643.440   MT  1.00038754   +1 19 19.8
 AB2828
 AB2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2828!SPC TX C     -   0.99998972  x   0.99997254  =   0.99996226
 AB2828!UTM  14      -   0.99998972  x   1.00038754  =   1.00037725
 AB2828
 AB2828                          SUPERSEDED SURVEY CONTROL
 AB2828
 AB2828  ELLIP H (02/20/96)   65.53   (m)                       GP(       ) 1 1
 AB2828
 AB2828.Superseded values are not recommended for survey control.
 AB2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2828.See file dsdata.txt to determine how the superseded data were derived.
 AB2828
 AB2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5264346775(NAD 83)
 AB2828_MARKER: I = METAL ROD
 AB2828_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2828_STAMPING: 11R A 1995
 AB2828_MARK LOGO: NGS   
 AB2828_PROJECTION: FLUSH
 AB2828_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2828+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 AB2828_ROD/PIPE-DEPTH: 4.2  meters
 AB2828_SLEEVE-DEPTH  : 0.9 meters
 AB2828
 AB2828  HISTORY     - Date     Condition        Report By
 AB2828  HISTORY     - 1995     MONUMENTED       NGS
 AB2828  HISTORY     - 19991009 GOOD             USPSQD
 AB2828  HISTORY     - 20020910 GOOD             JCLS
 AB2828  HISTORY     - 20020911 GOOD             JCLS
 AB2828
 AB2828                          STATION DESCRIPTION
 AB2828
 AB2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2828'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTH-NORTHEAST OF
 AB2828'BRENHAM AT THE BRENHAM MUNICIPAL AIRPORT, NEAR THE NORTH END OF THE
 AB2828'TAXI, IN A SMALL GRASS ISLAND BETWEEN THE TAXY AND RUNWAY.
 AB2828'OWNERSHIP--CITY OF BRENHAM, P.O.  BOX 2298 BRENHAM, TX.  77834.
 AB2828'BLUEBONNET AERO, DOUG LUEDEMANN AIRPORT MANAGER, PHONE 409-836-5462.
 AB2828'NOTE--CONTACT AIRPORT OFFICE MANAGER ON ARRIVAL.  TO REACH THE STATION
 AB2828'FROM THE JUNCTION OF STATE HIGHWAY 105 AND FARM ROAD 50, GO NORTH ON
 AB2828'FARM ROAD 50 FOR 1.95 KM (1.20 MI) TO A ROAD ON THE LEFT. TURN LEFT,
 AB2828'WEST, FOR 0.8 KM (0.50 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 AB2828'TURN RIGHT, NORTH, FOR 0.9 KM (0.55 MI) TO THE AIRPORT OFFICE.  GO
 AB2828'NORTH BETWEEN OFFICE AND HOUSE TRAILER TO THE APRON AND TAXI.  TURN
 AB2828'RIGHT, NORTH, ALONG TAXI FOR 1.0 KM (0.60 MI) TO THE STATION ON THE
 AB2828'LEFT.  STATION IS 54.5 M (178.8 FT) EAST OF THE RUNWAY CENTERLINE,
 AB2828'21.2 M (69.6 FT) SOUTH OF THE NORTH CONNECTOR CENTERLINE, 19.2 M (63.0
 AB2828'FT) NORTHWEST OF A CONNECTOR CENTERLINE, 12.0 M (39.4 FT) SOUTHEAST OF
 AB2828'RUNWAY SIGN NUMBER 16, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AB2828'RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB2828'SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY R.G.H.
 AB2828
 AB2828                          STATION RECOVERY (1999)
 AB2828
 AB2828'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2828'RECOVERED IN GOOD CONDITION.
 AB2828
 AB2828                          STATION RECOVERY (2002)
 AB2828
 AB2828'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AB2828'RECOVERED IN GOOD CONDITION.
 AB2828
 AB2828                          STATION RECOVERY (2002)
 AB2828
 AB2828'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AB2828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0228 ***********************************************************************
 CE0228  DESIGNATION -  12
 CE0228  PID         -  CE0228
 CE0228  STATE/COUNTY-  TX/EL PASO
 CE0228  USGS QUAD   -  SMELTERTOWN (1994)
 CE0228
 CE0228                         *CURRENT SURVEY CONTROL
 CE0228  ___________________________________________________________________
 CE0228* NAD 83(1986)-  31 48 00.     (N)    106 32 08.     (W)     SCALED    
 CE0228* NAVD 88     -      1137.613  (meters)    3732.32   (feet)  ADJUSTED  
 CE0228  ___________________________________________________________________
 CE0228  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0228  DYNAMIC HT  -        1135.929 (meters)    3726.79  (feet)  COMP
 CE0228  MODELED GRAV-     979,120.0   (mgal)                       NAVD 88
 CE0228
 CE0228  VERT ORDER  -  FIRST     CLASS II
 CE0228
 CE0228.The horizontal coordinates were scaled from a topographic map and have
 CE0228.an estimated accuracy of +/- 6 seconds.
 CE0228
 CE0228.The orthometric height was determined by differential leveling
 CE0228.and adjusted by the National Geodetic Survey in June 1991..
 CE0228
 CE0228.The geoid height was determined by GEOID03.
 CE0228
 CE0228.The dynamic height is computed by dividing the NAVD 88
 CE0228.geopotential number by the normal gravity value computed on the
 CE0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0228.degrees latitude (g = 980.6199 gals.).
 CE0228
 CE0228.The modeled gravity was interpolated from observed gravity values.
 CE0228
 CE0228;                    North         East    Units  Estimated Accuracy
 CE0228;SPC TX C     - 3,252,870.      112,980.      MT  (+/- 180 meters Scaled)
 CE0228
 CE0228                          SUPERSEDED SURVEY CONTROL
 CE0228
 CE0228.No superseded survey control is available for this station.
 CE0228
 CE0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR546192(NAD 83)
 CE0228_MARKER: DB = BENCH MARK DISK
 CE0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0228_SP_SET: CONCRETE POST
 CE0228_STAMPING: 12 ELEV. 3731 FT.
 CE0228_MARK LOGO: USSC  
 CE0228_PROJECTION: PROJECTING 43 CENTIMETERS
 CE0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0228+STABILITY: SURFACE MOTION
 CE0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0228+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1994
 CE0228
 CE0228  HISTORY     - Date     Condition        Report By
 CE0228  HISTORY     - UNK      MONUMENTED       NMTXBC
 CE0228  HISTORY     - 1952     GOOD             NGS
 CE0228  HISTORY     - 1954     GOOD             NGS
 CE0228  HISTORY     - 1981     GOOD             NGS
 CE0228  HISTORY     - 19940415 GOOD             NGS
 CE0228
 CE0228                          STATION DESCRIPTION
 CE0228
 CE0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0228'3.65 MI SE FROM WHITE SPUR.
 CE0228'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 A FROM THE GRADE SCHOOL AT
 CE0228'WHITE SPUR, 214 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE RIO GRANDE
 CE0228'RIVER, 160.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE ATCHISON,
 CE0228'TOPEKA AND SANTA FE RAILROAD, 87 FEET SOUTHWEST OF THE CENTER LINE OF
 CE0228'THE HIGHWAY, 0.8 MILE NORTHWEST OF THE SOUTHWESTERN PORTLAND CEMENT
 CE0228'COMPANY PLANT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.7
 CE0228'FEET ABOVE THE GROUND.
 CE0228
 CE0228                          STATION RECOVERY (1954)
 CE0228
 CE0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0228'RECOVERED IN GOOD CONDITION.
 CE0228
 CE0228                          STATION RECOVERY (1981)
 CE0228
 CE0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0228'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 CE0228'IN EL PASO, 0.5 KM (0.3 MI) SOUTHEAST OF THE JUNCTION OF STATE
 CE0228'HIGHWAYS 16 AND 273, 0.6 KM (0.4 MI) SOUTHEAST OF A BRIDGE OVER THE
 CE0228'RIO GRANDE RIVER, AT A POWERLINE CROSSING, 65.2 METERS (214.0 FT)
 CE0228'NORTHEAST OF THE NORTHEAST EDGE OF THE RIO GRANDE RIVER, 54.9 METERS
 CE0228'(189.0 FT) WEST OF RAILROAD SIGNAL NUMBER 1151.1, 48.8 METERS
 CE0228'(160.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE ATCHISON TOPEKA AND
 CE0228'SANTA FE RAILROAD, 17.7 METERS (58.0 FT) NORTHWEST OF A UTILITY
 CE0228'POLE AND 17.4 METERS (57.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CE0228'EAST BOUND LANES OF THE HIGHWAY.
 CE0228
 CE0228                          STATION RECOVERY (1994)
 CE0228
 CE0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0228'0.2 KM (0.10 MI) SOUTHERLY ALONG SOUTH KANSAS STREET FROM THE
 CE0228'COURTHOUSE IN EL PASO, THENCE 7.4 KM (4.60 MI) NORTHWESTERLY ALONG
 CE0228'PAISANO DRIVE, AT A HIGH LINE CROSSING, 18.2 M (59.7 FT) NORTHWEST OF
 CE0228'A UTILITY POLE, 13.5 M (44.3 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CE0228'SOUTHBOUND LANES OF THE DRIVE, 13.0 M (42.7 FT) WEST OF THE WEST END
 CE0228'OF A CULVERT UNDER THE DRIVE, 6.0 M (19.7 FT) NORTHWEST OF A CONCRETE
 CE0228'BOUNDARY MARKER POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE DRIVE,
 CE0228'0.5 M (1.6 FT) ABOVE THE GROUND SURFACE, AND CENTERED BETWEEN 4
 CE0228'VERTICAL RAILROAD TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0634 ***********************************************************************
 BY0634  DESIGNATION -  12
 BY0634  PID         -  BY0634
 BY0634  STATE/COUNTY-  TX/JASPER
 BY0634  USGS QUAD   -  ROCKLAND (1984)
 BY0634
 BY0634                         *CURRENT SURVEY CONTROL
 BY0634  ___________________________________________________________________
 BY0634* NAD 83(1986)-  31 01 49.     (N)    094 23 47.     (W)     SCALED    
 BY0634* NAVD 88     -        34.31   (+/-2cm)     112.6    (feet)  VERTCON   
 BY0634  ___________________________________________________________________
 BY0634  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BY0634
 BY0634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0634
 BY0634.The horizontal coordinates were scaled from a topographic map and have
 BY0634.an estimated accuracy of +/- 6 seconds.
 BY0634
 BY0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0634.The vertical order pertains to the NGVD 29 superseded value.
 BY0634
 BY0634.The geoid height was determined by GEOID03.
 BY0634
 BY0634;                    North         East    Units  Estimated Accuracy
 BY0634;SPC TX C     - 3,166,280.    1,266,490.      MT  (+/- 180 meters Scaled)
 BY0634
 BY0634                          SUPERSEDED SURVEY CONTROL
 BY0634
 BY0634  NGVD 29 (??/??/92)   34.33   (m)          112.6    (f) COMPUTED    2 0
 BY0634
 BY0634.Superseded values are not recommended for survey control.
 BY0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0634.See file dsdata.txt to determine how the superseded data were derived.
 BY0634
 BY0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ667337(NAD 83)
 BY0634_MARKER: DD = SURVEY DISK
 BY0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0634_STAMPING: B.M. NO. 12
 BY0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0634+STABILITY: SURFACE MOTION
 BY0634
 BY0634  HISTORY     - Date     Condition        Report By
 BY0634  HISTORY     - UNK      MONUMENTED       USGS
 BY0634  HISTORY     - 1949     GOOD             NGS
 BY0634
 BY0634                          STATION DESCRIPTION
 BY0634
 BY0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0634'2.5 MI S FROM ROCKLAND.
 BY0634'1.0 MILE WEST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS RAILWAY
 BY0634'STATION AT ROCKLAND, THENCE 1.1 MILES NORTH ALONG U.S. HIGHWAY NO. 69,
 BY0634'THENCE 0.2 MILE NORTHEAST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH
 BY0634'ALONG THE OLD HIGHWAY BED, ABOUT 300.0 FEET NORTH OF THE OLD FERRY
 BY0634'LANDING, 34.0 FEET WEST OF THE CENTER LINE OF THE OLD ROAD, 49.0 FEET
 BY0634'SOUTH OF GAGE SECTION 23.8 TO 27.1, 12.0 FEET NORTH OF A 3-FOOT OAK
 BY0634'WITH A TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 1.5 FEET SOUTH
 BY0634'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BY0634'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0034 ***********************************************************************
 DQ0034  DESIGNATION -  12
 DQ0034  PID         -  DQ0034
 DQ0034  STATE/COUNTY-  TX/HOCKLEY
 DQ0034  USGS QUAD   -  SMYER (1984)
 DQ0034
 DQ0034                         *CURRENT SURVEY CONTROL
 DQ0034  ___________________________________________________________________
 DQ0034* NAD 83(1986)-  33 34 59.     (N)    102 08 32.     (W)     SCALED    
 DQ0034* NAVD 88     -      1028.329  (meters)    3373.78   (feet)  ADJUSTED  
 DQ0034  ___________________________________________________________________
 DQ0034  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 DQ0034  DYNAMIC HT  -        1026.989 (meters)    3369.38  (feet)  COMP
 DQ0034  MODELED GRAV-     979,298.6   (mgal)                       NAVD 88
 DQ0034
 DQ0034  VERT ORDER  -  SECOND    CLASS 0
 DQ0034
 DQ0034.The horizontal coordinates were scaled from a topographic map and have
 DQ0034.an estimated accuracy of +/- 6 seconds.
 DQ0034
 DQ0034.The orthometric height was determined by differential leveling
 DQ0034.and adjusted by the National Geodetic Survey in June 1991..
 DQ0034
 DQ0034.The geoid height was determined by GEOID03.
 DQ0034
 DQ0034.The dynamic height is computed by dividing the NAVD 88
 DQ0034.geopotential number by the normal gravity value computed on the
 DQ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0034.degrees latitude (g = 980.6199 gals.).
 DQ0034
 DQ0034.The modeled gravity was interpolated from observed gravity values.
 DQ0034
 DQ0034;                    North         East    Units  Estimated Accuracy
 DQ0034;SPC TXNC     - 2,218,370.      261,980.      MT  (+/- 180 meters Scaled)
 DQ0034
 DQ0034                          SUPERSEDED SURVEY CONTROL
 DQ0034
 DQ0034  NGVD 29 (??/??/92) 1027.946  (m)         3372.52   (f) ADJ UNCH    2 0
 DQ0034
 DQ0034.Superseded values are not recommended for survey control.
 DQ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0034.See file dsdata.txt to determine how the superseded data were derived.
 DQ0034
 DQ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT652195(NAD 83)
 DQ0034_MARKER: B = BOLT
 DQ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0034+STABILITY: SURFACE MOTION
 DQ0034
 DQ0034  HISTORY     - Date     Condition        Report By
 DQ0034  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0034  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0034
 DQ0034                          STATION DESCRIPTION
 DQ0034
 DQ0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0034'1.3 MI E FROM SMYER.
 DQ0034'1.3 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0034'STATION AT SMYER, HOCKLEY COUNTY, 0.1 MILE EAST OF A ROAD CROSSING,
 DQ0034'275 FEET WEST OF THE CROSSING OF A ROAD LEADING TO A FARMHOUSE SOUTH
 DQ0034'OF THE TRACK, 93 FEET NORTHWEST OF MILEPOST 12, 48 FEET NORTH OF THE
 DQ0034'CENTERLINE OF THE TRACK, 42 FEET SOUTH OF THE CENTERLINE OF A ROAD,
 DQ0034'AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A TRACK BOLT SET IN
 DQ0034'THE TOP OF A CONCRETE POST.  NOTE-- DISTANCES DO NOT AGREE.  SOME
 DQ0034'EXCAVATION MADE AT EACH PLACE, NO RESULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1134 ***********************************************************************
 FL1134  DESIGNATION -  12
 FL1134  PID         -  FL1134
 FL1134  STATE/COUNTY-  TX/POTTER
 FL1134  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1134
 FL1134                         *CURRENT SURVEY CONTROL
 FL1134  ___________________________________________________________________
 FL1134* NAD 83(1986)-  35 22 10.     (N)    101 48 49.     (W)     SCALED    
 FL1134* NAVD 88     -      1003.751  (meters)    3293.14   (feet)  ADJUSTED  
 FL1134  ___________________________________________________________________
 FL1134  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL1134  DYNAMIC HT  -        1002.576 (meters)    3289.28  (feet)  COMP
 FL1134  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 FL1134
 FL1134  VERT ORDER  -  SECOND    CLASS 0
 FL1134
 FL1134.The horizontal coordinates were scaled from a topographic map and have
 FL1134.an estimated accuracy of +/- 6 seconds.
 FL1134
 FL1134.The orthometric height was determined by differential leveling
 FL1134.and adjusted by the National Geodetic Survey in June 1991..
 FL1134
 FL1134.The geoid height was determined by GEOID03.
 FL1134
 FL1134.The dynamic height is computed by dividing the NAVD 88
 FL1134.geopotential number by the normal gravity value computed on the
 FL1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1134.degrees latitude (g = 980.6199 gals.).
 FL1134
 FL1134.The modeled gravity was interpolated from observed gravity values.
 FL1134
 FL1134;                    North         East    Units  Estimated Accuracy
 FL1134;SPC TX N     - 1,151,970.      171,500.      MT  (+/- 180 meters Scaled)
 FL1134
 FL1134                          SUPERSEDED SURVEY CONTROL
 FL1134
 FL1134  NGVD 29 (??/??/92) 1003.258  (m)         3291.52   (f) ADJ UNCH    2 0
 FL1134
 FL1134.Superseded values are not recommended for survey control.
 FL1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1134.See file dsdata.txt to determine how the superseded data were derived.
 FL1134
 FL1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE443176(NAD 83)
 FL1134_MARKER: B = BOLT
 FL1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1134+STABILITY: SURFACE MOTION
 FL1134
 FL1134  HISTORY     - Date     Condition        Report By
 FL1134  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1134  HISTORY     - 1934     GOOD             NGS
 FL1134
 FL1134                          STATION DESCRIPTION
 FL1134
 FL1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1134'13.3 MI N FROM AMARILLO.
 FL1134'13.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1134'AMARILLO, POTTER COUNTY, 44 FEET NORTHWEST OF MILEPOST 12, 98 FEET
 FL1134'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTHWEST OF THE
 FL1134'RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0495 ***********************************************************************
 DM0495  DESIGNATION -  12
 DM0495  PID         -  DM0495
 DM0495  STATE/COUNTY-  TX/HUNT
 DM0495  USGS QUAD   -  LONE OAK NORTH (1962)
 DM0495
 DM0495                         *CURRENT SURVEY CONTROL
 DM0495  ___________________________________________________________________
 DM0495* NAD 83(1986)-  33 02 17.     (N)    095 58 47.     (W)     SCALED    
 DM0495* NAVD 88     -       142.253  (meters)     466.71   (feet)  ADJUSTED  
 DM0495  ___________________________________________________________________
 DM0495  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DM0495  DYNAMIC HT  -         142.097 (meters)     466.20  (feet)  COMP
 DM0495  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 DM0495
 DM0495  VERT ORDER  -  FIRST     CLASS II
 DM0495
 DM0495.The horizontal coordinates were scaled from a topographic map and have
 DM0495.an estimated accuracy of +/- 6 seconds.
 DM0495
 DM0495.The orthometric height was determined by differential leveling
 DM0495.and adjusted by the National Geodetic Survey in June 1991..
 DM0495
 DM0495.The geoid height was determined by GEOID03.
 DM0495
 DM0495.The dynamic height is computed by dividing the NAVD 88
 DM0495.geopotential number by the normal gravity value computed on the
 DM0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0495.degrees latitude (g = 980.6199 gals.).
 DM0495
 DM0495.The modeled gravity was interpolated from observed gravity values.
 DM0495
 DM0495;                    North         East    Units  Estimated Accuracy
 DM0495;SPC TXNC     - 2,154,900.      835,370.      MT  (+/- 180 meters Scaled)
 DM0495
 DM0495                          SUPERSEDED SURVEY CONTROL
 DM0495
 DM0495  NGVD 29 (??/??/92)  142.251  (m)          466.70   (f) ADJ UNCH    1 2
 DM0495
 DM0495.Superseded values are not recommended for survey control.
 DM0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0495.See file dsdata.txt to determine how the superseded data were derived.
 DM0495
 DM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS217594(NAD 83)
 DM0495_MARKER: B = BOLT
 DM0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0495_SP_SET: CULVERT
 DM0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0495
 DM0495  HISTORY     - Date     Condition        Report By
 DM0495  HISTORY     - UNK      MONUMENTED       MKTRR
 DM0495  HISTORY     - 1959     GOOD             NGS
 DM0495
 DM0495                          STATION DESCRIPTION
 DM0495
 DM0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DM0495'4.4 MI NW FROM LONE OAK.
 DM0495'ABOUT 3.1 MILES NORTHWEST ALONG THE NEW U. S. HIGHWAY 69 FROM THE
 DM0495'JUNCTION OF FARM ROAD 1567 AT LONE OAK, THENCE ABOUT 0.8 MILE NORTH
 DM0495'ALONG A GRADED DIRT ROAD, THENCE ABOUT 0.5 MILE NORTHWEST ALONG AN OLD
 DM0495'RAILROAD GRADE, ABOUT 0.2 MILE NORTHWEST OF A PRIVATE ROAD CROSSING,
 DM0495'16 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 70
 DM0495'FEET NORTHWEST OF A FENCE POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 DM0495'OLD RAILROAD GRADE, AND IN THE TOP OF THE SOUTHEAST END OF THE
 DM0495'SOUTHWEST CONCRETE HEAD WALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1475 ***********************************************************************
 AE1475  DESIGNATION -  12
 AE1475  PID         -  AE1475
 AE1475  STATE/COUNTY-  TX/HIDALGO
 AE1475  USGS QUAD   -  DONNA (1983)
 AE1475
 AE1475                         *CURRENT SURVEY CONTROL
 AE1475  ___________________________________________________________________
 AE1475* NAD 83(1993)-  26 12 34.47965(N)    098 00 42.23329(W)     ADJUSTED  
 AE1475* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AE1475  ___________________________________________________________________
 AE1475  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AE1475  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AE1475
 AE1475  HORZ ORDER  -  SECOND
 AE1475
 AE1475.The horizontal coordinates were established by classical geodetic methods
 AE1475.and adjusted by the National Geodetic Survey in February 1996..
 AE1475
 AE1475.The orthometric height was scaled from a topographic map.
 AE1475
 AE1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1475
 AE1475.The geoid height was determined by GEOID03.
 AE1475
 AE1475;                    North         East     Units Scale Factor Converg.
 AE1475;SPC TX S     - 5,060,246.064   348,796.628   MT  0.99998947   +0 13 18.0
 AE1475;SPC TX S     -16,601,823.96  1,144,343.60   sFT  0.99998947   +0 13 18.0
 AE1475;UTM  14      - 2,899,269.664   598,730.464   MT  0.99972035   +0 26 11.4
 AE1475
 AE1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1475!SPC TX S     -   1.00000011  x   0.99998947  =   0.99998958
 AE1475!UTM  14      -   1.00000011  x   0.99972035  =   0.99972046
 AE1475
 AE1475|---------------------------------------------------------------------|
 AE1475| PID    Reference Object                     Distance      Geod. Az  |
 AE1475|                                                           dddmmss.s |
 AE1475| CV2407 12 RM 1                              16.849 METERS 00638     |
 AE1475| CV2406 12 AZ MK                                           0880712.4 |
 AE1475| CV2408 12 RM 2                              18.425 METERS 25509     |
 AE1475| AE1480 KING                                APPROX. 5.2 KM 2740521.2 |
 AE1475|---------------------------------------------------------------------|
 AE1475
 AE1475                          SUPERSEDED SURVEY CONTROL
 AE1475
 AE1475  NAD 83(1986)-  26 12 34.48629(N)    098 00 42.19627(W) AD(       ) 2
 AE1475  NAD 27      -  26 12 33.22184(N)    098 00 41.18289(W) AD(       ) 2
 AE1475
 AE1475.Superseded values are not recommended for survey control.
 AE1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1475.See file dsdata.txt to determine how the superseded data were derived.
 AE1475
 AE1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP9873099270(NAD 83)
 AE1475_MARKER: DD = SURVEY DISK
 AE1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1475
 AE1475  HISTORY     - Date     Condition        Report By
 AE1475  HISTORY     - 1946     MONUMENTED       WPRS
 AE1475  HISTORY     - 1958     GOOD             AMS
 AE1475
 AE1475                          STATION DESCRIPTION
 AE1475
 AE1475'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1946 (RCB)
 AE1475'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF DONNA AND
 AE1475'3-1/2 MILES NORTHWEST OF WESLACO ON LAND OWNED BY MR. R.R.
 AE1475'TALBERT.  IT IS ABOUT .25 MILE EAST OF A SMALL FARM HOUSE
 AE1475'AND NORTH-SOUTH DIRT ROAD, 14 FEET NORTH OF EAST-WEST WIRE
 AE1475'FENCE AND 10 FEET WEST OF A CONCRETE IRRIGATION CANAL.
 AE1475'
 AE1475'REFERENCE MARK NO. 1 IS 55.28 FEET NORTH OF THE STATION.
 AE1475'IT IS ON THE EMBANKMENT FORMED BY THE WEST EDGE OF A CANAL.
 AE1475'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED USBR
 AE1475'12 NO 1 1946.
 AE1475'
 AE1475'REFERENCE MARK NO. 2 IS 60.45 FEET WEST OF THE STATION, AND
 AE1475'IS IN THE FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 AE1475'DISK IS STAMPED USBR 12 NO 2 1946.
 AE1475'
 AE1475'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST OF THE STATION.
 AE1475'IT IS 120 FEET SOUTH WEST OF THE SOUTHWEST CORNER OF A HOUSE,
 AE1475'20 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, AND 2 FEET
 AE1475'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 AE1475'AND THE DISK IS STAMPED USBR 12 1946.
 AE1475'
 AE1475'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AE1475'83 AND FARM HIGHWAY 88 IN WESLACO, GO NORTH ON FARM HIGHWAY
 AE1475'88 FOR 3.7 MILES TO A CROSSROADS AND A STORE ON LEFT,* TURN
 AE1475'LEFT AND GO WEST FOR 1.5 MILES TO A CROSSROADS, TURN LEFT AND GO
 AE1475'SOUTH FOR 0.25 MILE TO A SMALL HOUSE ON LEFT, TURN LEFT
 AE1475'AT SOUTH SIDE OF HOUSE AND FOLLOW ALONG FENCE LINE EAST FOR 0.25
 AE1475'MILE TO IRRIGATION CANAL AND STATION AS DESCRIBED.
 AE1475'
 AE1475'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST 1.3
 AE1475'MILES TO A CROSSROADS, TURN LEFT AND GO SOUTH FOR 0.25 MILE
 AE1475'TO A HOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT AS
 AE1475'DESCRIBED.
 AE1475'
 AE1475'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 AE1475
 AE1475                          STATION RECOVERY (1958)
 AE1475
 AE1475'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 AE1475'STATION RECOVERED AS DESCRIBED EXCEPT AS FOLLOWS--THE SMALL
 AE1475'HOUSE ON LEFT NO LONGER EXISTS.
 AE1475'
 AE1475'REFERENCE MARK 1 AND 2 RECOVERED AS DESCRIBED.  UNABLE TO
 AE1475'LOCATE AZIMUTH MARK.
 AE1475'
 AE1475'A NEW TO REACH DESCRIPTION AS FOLLOWS--TO REACH THE STATION
 AE1475'FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND FARM HIGHWAY
 AE1475'88 IN WESLACO, GO NORTH ON FARM HIGHWAY 88 FOR 3.7 MILES
 AE1475'TO CROSSROADS, TURN LEFT AND GO WEST 1.5 MILES TO A CROSSROADS,
 AE1475'TURN LEFT AND GO SOUTH FOR 0.4 MILES TO FIELD ROAD ON THE
 AE1475'LEFT, TURN LEFT, EAST AND GO EAST AND NORTHEAST FOR ABOUT
 AE1475'0.35 TO IRRIGATION CANAL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0081 ***********************************************************************
 AY0081  DESIGNATION -  12 26
 AY0081  PID         -  AY0081
 AY0081  STATE/COUNTY-  TX/BEXAR
 AY0081  USGS QUAD   -  LONGHORN (1992)
 AY0081
 AY0081                         *CURRENT SURVEY CONTROL
 AY0081  ___________________________________________________________________
 AY0081* NAD 83(1986)-  29 32 49.     (N)    098 28 08.     (W)     SCALED    
 AY0081* NAVD 88     -       233.992  (meters)     767.69   (feet)  POSTED    
 AY0081  ___________________________________________________________________
 AY0081  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AY0081  DYNAMIC HT  -         233.650 (meters)     766.57  (feet)  COMP
 AY0081  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 AY0081
 AY0081  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0081
 AY0081.This mark is at San Antonio Intl (SAT) Airport (SAT)
 AY0081
 AY0081.The horizontal coordinates were scaled from a topographic map and have
 AY0081.an estimated accuracy of +/- 6 seconds.
 AY0081
 AY0081.The orthometric height was determined by differential leveling
 AY0081.and adjusted by the National Geodetic Survey in 1992..
 AY0081.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0081.rate of 0.0 thru 1.0 mm/km.
 AY0081
 AY0081.The geoid height was determined by GEOID03.
 AY0081
 AY0081.The dynamic height is computed by dividing the NAVD 88
 AY0081.geopotential number by the normal gravity value computed on the
 AY0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0081.degrees latitude (g = 980.6199 gals.).
 AY0081
 AY0081.The modeled gravity was interpolated from observed gravity values.
 AY0081
 AY0081;                    North         East    Units  Estimated Accuracy
 AY0081;SPC TXSC     - 4,190,030.      651,470.      MT  (+/- 180 meters Scaled)
 AY0081
 AY0081                          SUPERSEDED SURVEY CONTROL
 AY0081
 AY0081  NGVD 29 (??/??/92)  233.861  (m)          767.26   (f) ADJ UNCH    1 2
 AY0081
 AY0081.Superseded values are not recommended for survey control.
 AY0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0081.See file dsdata.txt to determine how the superseded data were derived.
 AY0081
 AY0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT514687(NAD 83)
 AY0081_MARKER: DD = SURVEY DISK
 AY0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0081_STAMPING: 12 - 26
 AY0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0081+STABILITY: SURFACE MOTION
 AY0081
 AY0081  HISTORY     - Date     Condition        Report By
 AY0081  HISTORY     - UNK      MONUMENTED
 AY0081  HISTORY     - 1953     GOOD             NGS
 AY0081  HISTORY     - 1969     GOOD             LOCENG
 AY0081  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0081
 AY0081                          STATION DESCRIPTION
 AY0081
 AY0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0081'2.15 MI NW FROM SAN ANTONIO.
 AY0081'2.15 MILES NORTHWEST ALONG BITTERS ROAD FROM ITS JUNCTION WITH
 AY0081'NACOGDOCHES ROAD AT SAN ANTONIO, AT THE NORTH CORNER OF THE SAN
 AY0081'ANTONIO MUNICIPAL AIRPORT PROPERTY, 0.25 MILE SOUTHEAST OF AN
 AY0081'INTERSECTION WITH JONES MALTSBERGER ROAD, 36 FEET SOUTHWEST OF THE
 AY0081'CENTER LINE OF BITTERS ROAD, 4.6 FEET SOUTHWEST OF A FENCE, 0.6 FOOT
 AY0081'NORTHWEST OF A FENCE LEADING SOUTHWEST, 5 FEET SOUTHWEST OF A WITNESS
 AY0081'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 AY0081'THE GROUND.
 AY0081
 AY0081                          STATION RECOVERY (1969)
 AY0081
 AY0081'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 AY0081'RECOVERED IN GOOD CONDITION.
 AY0081
 AY0081                          STATION RECOVERY (1999)
 AY0081
 AY0081'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0044 ***********************************************************************
 AY0044  DESIGNATION -  12 36
 AY0044  PID         -  AY0044
 AY0044  STATE/COUNTY-  TX/BEXAR
 AY0044  USGS QUAD   -  LONGHORN (1992)
 AY0044
 AY0044                         *CURRENT SURVEY CONTROL
 AY0044  ___________________________________________________________________
 AY0044* NAD 83(1986)-  29 31 57.     (N)    098 27 16.     (W)     SCALED    
 AY0044* NAVD 88     -       236.189  (meters)     774.90   (feet)  POSTED    
 AY0044  ___________________________________________________________________
 AY0044  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AY0044  DYNAMIC HT  -         235.850 (meters)     773.78  (feet)  COMP
 AY0044  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 AY0044
 AY0044  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0044
 AY0044.The horizontal coordinates were scaled from a topographic map and have
 AY0044.an estimated accuracy of +/- 6 seconds.
 AY0044
 AY0044.The orthometric height was determined by differential leveling
 AY0044.and adjusted by the National Geodetic Survey in 1992..
 AY0044.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0044.rate of 2.1 thru 3.0 mm/km.
 AY0044
 AY0044.The geoid height was determined by GEOID03.
 AY0044
 AY0044.The dynamic height is computed by dividing the NAVD 88
 AY0044.geopotential number by the normal gravity value computed on the
 AY0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0044.degrees latitude (g = 980.6199 gals.).
 AY0044
 AY0044.The modeled gravity was interpolated from observed gravity values.
 AY0044
 AY0044;                    North         East    Units  Estimated Accuracy
 AY0044;SPC TXSC     - 4,188,440.      652,880.      MT  (+/- 180 meters Scaled)
 AY0044
 AY0044                          SUPERSEDED SURVEY CONTROL
 AY0044
 AY0044  NGVD 29 (??/??/92)  236.054  (m)          774.45   (f) ADJ UNCH    1 2
 AY0044
 AY0044.Superseded values are not recommended for survey control.
 AY0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0044.See file dsdata.txt to determine how the superseded data were derived.
 AY0044
 AY0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT528671(NAD 83)
 AY0044_MARKER: DB = BENCH MARK DISK
 AY0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0044_STAMPING: 12-36
 AY0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0044+STABILITY: SURFACE MOTION
 AY0044
 AY0044  HISTORY     - Date     Condition        Report By
 AY0044  HISTORY     - UNK      MONUMENTED
 AY0044  HISTORY     - 1967     GOOD             USGS
 AY0044  HISTORY     - 1969     GOOD             NGS
 AY0044  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AY0044  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0044
 AY0044                          STATION DESCRIPTION
 AY0044
 AY0044'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0044'IN SAN ANTONIO.
 AY0044'AT SAN ANTONIO, BEXAR COUNTY, 1.4 MILES NE ALONG WETMORE RD AND THE
 AY0044'MISSOURI AND PACIFIC RAILROAD FROM THE OVERPASS ON LOOP 410 (HARRY
 AY0044'WURZBACH HIGHWAY).  FROM TE INTERSECTION OF THE RAILROAD AND BITTERS
 AY0044'ROAD.  1130 FEET SW ALONG THE TRACK, THENCE 48 FEET NW OF THE NW RAIL.
 AY0044'26.5 FEET SE OF THE CENTERLINE OF WETMORE ROAD.  A CITY OF SAN
 AY0044'ANTONIO STANDARD DISK, STAMPED 12-36 AND SET IN THE TOP OF A CONCRETE
 AY0044'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AY0044
 AY0044                          STATION RECOVERY (1969)
 AY0044
 AY0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 AY0044'RECOVERED IN GOOD CONDITION.
 AY0044
 AY0044                          STATION RECOVERY (1986)
 AY0044
 AY0044'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCJ)
 AY0044'MARK NOT FOUND.
 AY0044
 AY0044                          STATION RECOVERY (1989)
 AY0044
 AY0044'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0045 ***********************************************************************
 AY0045  DESIGNATION -  12 38
 AY0045  PID         -  AY0045
 AY0045  STATE/COUNTY-  TX/BEXAR
 AY0045  USGS QUAD   -  LONGHORN (1992)
 AY0045
 AY0045                         *CURRENT SURVEY CONTROL
 AY0045  ___________________________________________________________________
 AY0045* NAD 83(1986)-  29 31 40.     (N)    098 27 33.     (W)     SCALED    
 AY0045* NAVD 88     -       234.005  (meters)     767.73   (feet)  POSTED    
 AY0045  ___________________________________________________________________
 AY0045  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AY0045  DYNAMIC HT  -         233.670 (meters)     766.63  (feet)  COMP
 AY0045  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 AY0045
 AY0045  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0045
 AY0045.The horizontal coordinates were scaled from a topographic map and have
 AY0045.an estimated accuracy of +/- 6 seconds.
 AY0045
 AY0045.The orthometric height was determined by differential leveling
 AY0045.and adjusted by the National Geodetic Survey in 1992..
 AY0045.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0045.rate of 2.1 thru 3.0 mm/km.
 AY0045
 AY0045.The geoid height was determined by GEOID03.
 AY0045
 AY0045.The dynamic height is computed by dividing the NAVD 88
 AY0045.geopotential number by the normal gravity value computed on the
 AY0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0045.degrees latitude (g = 980.6199 gals.).
 AY0045
 AY0045.The modeled gravity was interpolated from observed gravity values.
 AY0045
 AY0045;                    North         East    Units  Estimated Accuracy
 AY0045;SPC TXSC     - 4,187,910.      652,420.      MT  (+/- 180 meters Scaled)
 AY0045
 AY0045                          SUPERSEDED SURVEY CONTROL
 AY0045
 AY0045  NGVD 29 (??/??/92)  233.868  (m)          767.28   (f) ADJ UNCH    1 2
 AY0045
 AY0045.Superseded values are not recommended for survey control.
 AY0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0045.See file dsdata.txt to determine how the superseded data were derived.
 AY0045
 AY0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT524665(NAD 83)
 AY0045_MARKER: DD = SURVEY DISK
 AY0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0045_STAMPING: 12 - 38
 AY0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0045+STABILITY: SURFACE MOTION
 AY0045
 AY0045  HISTORY     - Date     Condition        Report By
 AY0045  HISTORY     - UNK      MONUMENTED
 AY0045  HISTORY     - 1953     GOOD             NGS
 AY0045  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0045  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0045
 AY0045                          STATION DESCRIPTION
 AY0045
 AY0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0045'IN SAN ANTONIO.
 AY0045'AT SAN ANTONIO, 0.95 MILE NORTHEAST ALONG WETMORE ROAD AND THE
 AY0045'INTERNATIONAL AND GREAT NORTHERN RAILROAD FROM THE OVERPASS ON LOOP 13
 AY0045'(ZERCHER ROAD), 48 FEET NORTHWEST OF THE NORTHWEST RAIL, 27 FEET
 AY0045'SOUTHEAST OF THE CENTER LINE OF WETMORE ROAD, 1.2 FEET NORTHWEST OF A
 AY0045'FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AY0045'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0045
 AY0045                          STATION RECOVERY (1967)
 AY0045
 AY0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0045'MARK NOT FOUND.
 AY0045
 AY0045                          STATION RECOVERY (1999)
 AY0045
 AY0045'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0046 ***********************************************************************
 AY0046  DESIGNATION -  12 39
 AY0046  PID         -  AY0046
 AY0046  STATE/COUNTY-  TX/BEXAR
 AY0046  USGS QUAD   -  LONGHORN (1992)
 AY0046
 AY0046                         *CURRENT SURVEY CONTROL
 AY0046  ___________________________________________________________________
 AY0046* NAD 83(1986)-  29 31 32.     (N)    098 27 40.     (W)     SCALED    
 AY0046* NAVD 88     -       233.692  (meters)     766.70   (feet)  POSTED    
 AY0046  ___________________________________________________________________
 AY0046  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AY0046  DYNAMIC HT  -         233.350 (meters)     765.58  (feet)  COMP
 AY0046  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 AY0046
 AY0046  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0046
 AY0046.The horizontal coordinates were scaled from a topographic map and have
 AY0046.an estimated accuracy of +/- 6 seconds.
 AY0046
 AY0046.The orthometric height was determined by differential leveling
 AY0046.and adjusted by the National Geodetic Survey in 1992..
 AY0046.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0046.rate of 2.1 thru 3.0 mm/km.
 AY0046
 AY0046.The geoid height was determined by GEOID03.
 AY0046
 AY0046.The dynamic height is computed by dividing the NAVD 88
 AY0046.geopotential number by the normal gravity value computed on the
 AY0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0046.degrees latitude (g = 980.6199 gals.).
 AY0046
 AY0046.The modeled gravity was interpolated from observed gravity values.
 AY0046
 AY0046;                    North         East    Units  Estimated Accuracy
 AY0046;SPC TXSC     - 4,187,660.      652,230.      MT  (+/- 180 meters Scaled)
 AY0046
 AY0046                          SUPERSEDED SURVEY CONTROL
 AY0046
 AY0046  NGVD 29 (??/??/92)  233.554  (m)          766.25   (f) ADJ UNCH    1 2
 AY0046
 AY0046.Superseded values are not recommended for survey control.
 AY0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0046.See file dsdata.txt to determine how the superseded data were derived.
 AY0046
 AY0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT522663(NAD 83)
 AY0046_MARKER: DD = SURVEY DISK
 AY0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0046_STAMPING: 12 - 39
 AY0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0046+STABILITY: SURFACE MOTION
 AY0046
 AY0046  HISTORY     - Date     Condition        Report By
 AY0046  HISTORY     - UNK      MONUMENTED
 AY0046  HISTORY     - 1953     GOOD             NGS
 AY0046  HISTORY     - 1967     POOR             USGS
 AY0046  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0046
 AY0046                          STATION DESCRIPTION
 AY0046
 AY0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0046'IN SAN ANTONIO.
 AY0046'AT SAN ANTONIO, 0.75 MILE NORTHEAST ALONG WETMORE ROAD AND THE
 AY0046'INTERNATIONAL AND GREAT NORTHERN RAILROAD FROM THE OVERPASS ON LOOP 13
 AY0046'(ZERCHER ROAD), 71 FEET NORTH OF BRIDGE 251-6, 48 FEET NORTHWEST OF
 AY0046'THE NORTHWEST RAIL, 27 FEET SOUTHEAST OF THE CENTER LINE OF WETMORE
 AY0046'ROAD, 6 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A
 AY0046'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY0046'FOOT ABOVE THE GROUND.  NOTE-- BM POST SLIGHTLY TILTED, TOP CORNER OF
 AY0046'POST IS BROKEN OFF.  1/3 OF DISK REMAINS.  DESIGNATION PART MISSING.
 AY0046
 AY0046                          STATION RECOVERY (1967)
 AY0046
 AY0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0046'MARK RECOVERED IN POOR CONDITION.
 AY0046
 AY0046                          STATION RECOVERY (1999)
 AY0046
 AY0046'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0047 ***********************************************************************
 AY0047  DESIGNATION -  12 41
 AY0047  PID         -  AY0047
 AY0047  STATE/COUNTY-  TX/BEXAR
 AY0047  USGS QUAD   -  LONGHORN (1992)
 AY0047
 AY0047                         *CURRENT SURVEY CONTROL
 AY0047  ___________________________________________________________________
 AY0047* NAD 83(1986)-  29 31 18.     (N)    098 27 54.     (W)     SCALED    
 AY0047* NAVD 88     -       235.948  (meters)     774.11   (feet)  POSTED    
 AY0047  ___________________________________________________________________
 AY0047  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AY0047  DYNAMIC HT  -         235.610 (meters)     773.00  (feet)  COMP
 AY0047  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 AY0047
 AY0047  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0047
 AY0047.The horizontal coordinates were scaled from a topographic map and have
 AY0047.an estimated accuracy of +/- 6 seconds.
 AY0047
 AY0047.The orthometric height was determined by differential leveling
 AY0047.and adjusted by the National Geodetic Survey in 1992..
 AY0047.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0047.rate of 2.1 thru 3.0 mm/km.
 AY0047
 AY0047.The geoid height was determined by GEOID03.
 AY0047
 AY0047.The dynamic height is computed by dividing the NAVD 88
 AY0047.geopotential number by the normal gravity value computed on the
 AY0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0047.degrees latitude (g = 980.6199 gals.).
 AY0047
 AY0047.The modeled gravity was interpolated from observed gravity values.
 AY0047
 AY0047;                    North         East    Units  Estimated Accuracy
 AY0047;SPC TXSC     - 4,187,230.      651,860.      MT  (+/- 180 meters Scaled)
 AY0047
 AY0047                          SUPERSEDED SURVEY CONTROL
 AY0047
 AY0047  NGVD 29 (??/??/92)  235.807  (m)          773.64   (f) ADJ UNCH    1 2
 AY0047
 AY0047.Superseded values are not recommended for survey control.
 AY0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0047.See file dsdata.txt to determine how the superseded data were derived.
 AY0047
 AY0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT518659(NAD 83)
 AY0047_MARKER: DD = SURVEY DISK
 AY0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0047_STAMPING: 12 - 41
 AY0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0047+STABILITY: SURFACE MOTION
 AY0047
 AY0047  HISTORY     - Date     Condition        Report By
 AY0047  HISTORY     - UNK      MONUMENTED
 AY0047  HISTORY     - 1953     GOOD             NGS
 AY0047  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0047  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0047  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 AY0047
 AY0047                          STATION DESCRIPTION
 AY0047
 AY0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0047'IN SAN ANTONIO.
 AY0047'AT SAN ANTONIO, 0.35 MILE NORTHEAST ALONG WETMORE ROAD AND THE
 AY0047'INTERNATIONAL AND GREAT NORTHERN RAILROAD FROM THE OVERPASS ON LOOP 13
 AY0047'(ZERCHER ROAD), 47 FEET NORTHWEST OF THE NORTHWEST RAIL, 27 FEET
 AY0047'SOUTHEAST OF THE CENTER LINE OF WETMORE ROAD, 0.6 FOOT NORTHWEST OF A
 AY0047'FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AY0047'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0047
 AY0047                          STATION RECOVERY (1967)
 AY0047
 AY0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0047'MARK NOT FOUND.
 AY0047
 AY0047                          STATION RECOVERY (1999)
 AY0047
 AY0047'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0047'MARK NOT FOUND.
 AY0047
 AY0047                          STATION RECOVERY (1999)
 AY0047
 AY0047'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0048 ***********************************************************************
 AY0048  DESIGNATION -  12 42 CSA
 AY0048  PID         -  AY0048
 AY0048  STATE/COUNTY-  TX/BEXAR
 AY0048  USGS QUAD   -  LONGHORN (1992)
 AY0048
 AY0048                         *CURRENT SURVEY CONTROL
 AY0048  ___________________________________________________________________
 AY0048* NAD 83(1986)-  29 31 08.     (N)    098 28 03.     (W)     SCALED    
 AY0048* NAVD 88     -       238.267  (meters)     781.71   (feet)  POSTED    
 AY0048  ___________________________________________________________________
 AY0048  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AY0048  DYNAMIC HT  -         237.920 (meters)     780.58  (feet)  COMP
 AY0048  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 AY0048
 AY0048  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0048
 AY0048.The horizontal coordinates were scaled from a topographic map and have
 AY0048.an estimated accuracy of +/- 6 seconds.
 AY0048
 AY0048.The orthometric height was determined by differential leveling
 AY0048.and adjusted by the National Geodetic Survey in 1992..
 AY0048.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0048.rate of 2.1 thru 3.0 mm/km.
 AY0048
 AY0048.The geoid height was determined by GEOID03.
 AY0048
 AY0048.The dynamic height is computed by dividing the NAVD 88
 AY0048.geopotential number by the normal gravity value computed on the
 AY0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0048.degrees latitude (g = 980.6199 gals.).
 AY0048
 AY0048.The modeled gravity was interpolated from observed gravity values.
 AY0048
 AY0048;                    North         East    Units  Estimated Accuracy
 AY0048;SPC TXSC     - 4,186,920.      651,620.      MT  (+/- 180 meters Scaled)
 AY0048
 AY0048                          SUPERSEDED SURVEY CONTROL
 AY0048
 AY0048  NGVD 29 (??/??/92)  238.125  (m)          781.25   (f) ADJ UNCH    1 2
 AY0048
 AY0048.Superseded values are not recommended for survey control.
 AY0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0048.See file dsdata.txt to determine how the superseded data were derived.
 AY0048
 AY0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT516655(NAD 83)
 AY0048_MARKER: DD = SURVEY DISK
 AY0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0048_STAMPING: 12 - 42
 AY0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0048+STABILITY: SURFACE MOTION
 AY0048
 AY0048  HISTORY     - Date     Condition        Report By
 AY0048  HISTORY     - UNK      MONUMENTED
 AY0048  HISTORY     - 1953     GOOD             NGS
 AY0048  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0048
 AY0048                          STATION DESCRIPTION
 AY0048
 AY0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0048'IN SAN ANTONIO.
 AY0048'AT SAN ANTONIO, 0.1 MILE NORTHEAST ALONG WETMORE ROAD AND THE
 AY0048'INTERNATIONAL AND GREAT NORTHERN RAILROAD FROM THE OVERPASS ON LOOP 13
 AY0048'(ZERCHER ROAD), ON THE EXTENDED CENTER LINE OF AN OILED ROAD LEADING
 AY0048'WEST, 49 FEET NORTHWEST OF THE NORTHWEST RAIL, 26 FEET SOUTHEAST OF
 AY0048'THE CENTER LINE OF WETMORE ROAD, 1 FOOT SOUTHEAST OF A FENCE, 2 FEET
 AY0048'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0048'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0048
 AY0048                          STATION RECOVERY (1999)
 AY0048
 AY0048'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2109 ***********************************************************************
 CS2109  DESIGNATION -  12 A
 CS2109  PID         -  CS2109
 CS2109  STATE/COUNTY-  TX/JOHNSON
 CS2109  USGS QUAD   -  ALVARADO (1978)
 CS2109
 CS2109                         *CURRENT SURVEY CONTROL
 CS2109  ___________________________________________________________________
 CS2109* NAD 83(1986)-  32 24 06.     (N)    097 12 49.     (W)     SCALED    
 CS2109* NAVD 88     -       221.822  (meters)     727.76   (feet)  ADJUSTED  
 CS2109  ___________________________________________________________________
 CS2109  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CS2109  DYNAMIC HT  -         221.557 (meters)     726.89  (feet)  COMP
 CS2109  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 CS2109
 CS2109  VERT ORDER  -  SECOND    CLASS 0
 CS2109
 CS2109.The horizontal coordinates were scaled from a topographic map and have
 CS2109.an estimated accuracy of +/- 6 seconds.
 CS2109
 CS2109.The orthometric height was determined by differential leveling
 CS2109.and adjusted by the National Geodetic Survey in June 1991..
 CS2109
 CS2109.The geoid height was determined by GEOID03.
 CS2109
 CS2109.The dynamic height is computed by dividing the NAVD 88
 CS2109.geopotential number by the normal gravity value computed on the
 CS2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2109.degrees latitude (g = 980.6199 gals.).
 CS2109
 CS2109.The modeled gravity was interpolated from observed gravity values.
 CS2109
 CS2109;                    North         East    Units  Estimated Accuracy
 CS2109;SPC TXNC     - 2,082,250.      721,010.      MT  (+/- 180 meters Scaled)
 CS2109
 CS2109                          SUPERSEDED SURVEY CONTROL
 CS2109
 CS2109  NGVD 29 (??/??/92)  221.796  (m)          727.68   (f) ADJ UNCH    2 0
 CS2109
 CS2109.Superseded values are not recommended for survey control.
 CS2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2109.See file dsdata.txt to determine how the superseded data were derived.
 CS2109
 CS2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA680863(NAD 83)
 CS2109_MARKER: Q = CHISELED SQUARE
 CS2109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2109_SP_SET: ABUTMENT
 CS2109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2109
 CS2109  HISTORY     - Date     Condition        Report By
 CS2109  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2109  HISTORY     - 1934     GOOD             NGS
 CS2109  HISTORY     - 1953     GOOD             NGS
 CS2109
 CS2109                          STATION DESCRIPTION
 CS2109
 CS2109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CS2109'IN ALVARADO.
 CS2109'AT ALVARADO AND ALONG DALLAS BRANCH OF S F R R A CHISELED SQUARE ON SW
 CS2109'CORNER OF S HEAD WALL OF BRIDGE 12 A. ABOUT 0.3 MI W OF STATION.
 CS2109'NOTE-- .1 MI E OF HWY NO. 81 UNDERPASS.
 CS2109
 CS2109                          STATION RECOVERY (1953)
 CS2109
 CS2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CS2109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0072 ***********************************************************************
 CB0072  DESIGNATION -  12 EEP
 CB0072  PID         -  CB0072
 CB0072  STATE/COUNTY-  TX/COKE
 CB0072  USGS QUAD   -  BRONTE (1987)
 CB0072
 CB0072                         *CURRENT SURVEY CONTROL
 CB0072  ___________________________________________________________________
 CB0072* NAD 83(1986)-  31 53 31.     (N)    100 19 10.     (W)     SCALED    
 CB0072* NAVD 88     -       555.707  (meters)    1823.18   (feet)  ADJUSTED  
 CB0072  ___________________________________________________________________
 CB0072  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 CB0072  DYNAMIC HT  -         554.978 (meters)    1820.79  (feet)  COMP
 CB0072  MODELED GRAV-     979,308.4   (mgal)                       NAVD 88
 CB0072
 CB0072  VERT ORDER  -  SECOND    CLASS 0
 CB0072
 CB0072.The horizontal coordinates were scaled from a topographic map and have
 CB0072.an estimated accuracy of +/- 6 seconds.
 CB0072
 CB0072.The orthometric height was determined by differential leveling
 CB0072.and adjusted by the National Geodetic Survey in June 1991..
 CB0072
 CB0072.The geoid height was determined by GEOID03.
 CB0072
 CB0072.The dynamic height is computed by dividing the NAVD 88
 CB0072.geopotential number by the normal gravity value computed on the
 CB0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0072.degrees latitude (g = 980.6199 gals.).
 CB0072
 CB0072.The modeled gravity was interpolated from observed gravity values.
 CB0072
 CB0072;                    North         East    Units  Estimated Accuracy
 CB0072;SPC TX C     - 3,246,700.      701,310.      MT  (+/- 180 meters Scaled)
 CB0072
 CB0072                          SUPERSEDED SURVEY CONTROL
 CB0072
 CB0072  NGVD 29 (??/??/92)  555.517  (m)         1822.56   (f) ADJ UNCH    2 0
 CB0072
 CB0072.Superseded values are not recommended for survey control.
 CB0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0072.See file dsdata.txt to determine how the superseded data were derived.
 CB0072
 CB0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA752292(NAD 83)
 CB0072_MARKER: DD = SURVEY DISK
 CB0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0072_STAMPING: 12 EEP 1828 1959
 CB0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0072+STABILITY: SURFACE MOTION
 CB0072
 CB0072  HISTORY     - Date     Condition        Report By
 CB0072  HISTORY     - 1959     MONUMENTED       USGS
 CB0072  HISTORY     - 1961     GOOD             NGS
 CB0072
 CB0072                          STATION DESCRIPTION
 CB0072
 CB0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CB0072'1.55 MI W FROM BRONTE.
 CB0072'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 158 FROM THE PANHANDLE AND
 CB0072'SANTA FE RAILROAD STATION AT BRONTE, 240 FEET EAST OF THE PROJECTED
 CB0072'CENTER LINE OF A ROAD LEADING SOUTH, 97 FEET NORTH OF THE CENTER LINE
 CB0072'OF THE HIGHWAY, 200 FEET NORTHEAST OF THE EAST END OF THE NORTH HEAD
 CB0072'WALL OF A CONCRETE CULVERT, 36 FEET NORTH OF A FENCE, 2 FEET WEST OF A
 CB0072'NORTH-SOUTH FENCE, 37.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 CB0072'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 CB0072'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0822 ***********************************************************************
 AJ0822  DESIGNATION -  12 F 18 IBWC
 AJ0822  PID         -  AJ0822
 AJ0822  STATE/COUNTY-  TX/ZAPATA
 AJ0822  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0822
 AJ0822                         *CURRENT SURVEY CONTROL
 AJ0822  ___________________________________________________________________
 AJ0822* NAD 83(1986)-  27 11 04.     (N)    099 25 13.     (W)     SCALED    
 AJ0822* NAVD 88     -       105.742  (meters)     346.92   (feet)  ADJUSTED  
 AJ0822  ___________________________________________________________________
 AJ0822  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AJ0822  DYNAMIC HT  -         105.572 (meters)     346.36  (feet)  COMP
 AJ0822  MODELED GRAV-     979,040.7   (mgal)                       NAVD 88
 AJ0822
 AJ0822  VERT ORDER  -  FIRST     CLASS II
 AJ0822
 AJ0822.The horizontal coordinates were scaled from a topographic map and have
 AJ0822.an estimated accuracy of +/- 6 seconds.
 AJ0822
 AJ0822.The orthometric height was determined by differential leveling
 AJ0822.and adjusted by the National Geodetic Survey in June 1991..
 AJ0822
 AJ0822.The geoid height was determined by GEOID03.
 AJ0822
 AJ0822.The dynamic height is computed by dividing the NAVD 88
 AJ0822.geopotential number by the normal gravity value computed on the
 AJ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0822.degrees latitude (g = 980.6199 gals.).
 AJ0822
 AJ0822.The modeled gravity was interpolated from observed gravity values.
 AJ0822
 AJ0822;                    North         East    Units  Estimated Accuracy
 AJ0822;SPC TX S     - 5,168,490.      208,820.      MT  (+/- 180 meters Scaled)
 AJ0822
 AJ0822                          SUPERSEDED SURVEY CONTROL
 AJ0822
 AJ0822  NGVD 29 (??/??/92)  105.797  (m)          347.10   (f) ADJ UNCH    1 2
 AJ0822
 AJ0822.Superseded values are not recommended for survey control.
 AJ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0822.See file dsdata.txt to determine how the superseded data were derived.
 AJ0822
 AJ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR583069(NAD 83)
 AJ0822_MARKER: DD = SURVEY DISK
 AJ0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0822_STAMPING: 12 F 18
 AJ0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0822+STABILITY: SURFACE MOTION
 AJ0822
 AJ0822  HISTORY     - Date     Condition        Report By
 AJ0822  HISTORY     - UNK      MONUMENTED       IBWC
 AJ0822  HISTORY     - 1957     GOOD             NGS
 AJ0822  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0822
 AJ0822                          STATION DESCRIPTION
 AJ0822
 AJ0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0822'9.9 MI N FROM SAN YGNACIO.
 AJ0822'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0822'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 9.5 MILES NORTH ALONG U.S.
 AJ0822'HIGHWAY 83, 146 FEET SOUTH OF THE CENTER OF A GATE,69 FEET EAST OF
 AJ0822'CENTER LINE OF THE HIGHWAY, 14.7 FEET EAST OF A FENCE, 2.5 FEET NORTH
 AJ0822'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AJ0822'0.4 FOOT ABOVE THE GROUND.
 AJ0822
 AJ0822                          STATION RECOVERY (1981)
 AJ0822
 AJ0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0822'MARK NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0548 ***********************************************************************
 CU0548  DESIGNATION -  12 HK USGS
 CU0548  PID         -  CU0548
 CU0548  STATE/COUNTY-  TX/MITCHELL
 CU0548  USGS QUAD   -  WESTBROOK (1978)
 CU0548
 CU0548                         *CURRENT SURVEY CONTROL
 CU0548  ___________________________________________________________________
 CU0548* NAD 83(1986)-  32 20 10.     (N)    101 07 26.     (W)     SCALED    
 CU0548* NAVD 88     -       678.883  (meters)    2227.30   (feet)  ADJUSTED  
 CU0548  ___________________________________________________________________
 CU0548  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CU0548  DYNAMIC HT  -         677.969 (meters)    2224.30  (feet)  COMP
 CU0548  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 CU0548
 CU0548  VERT ORDER  -  FIRST     CLASS II
 CU0548
 CU0548.The horizontal coordinates were scaled from a topographic map and have
 CU0548.an estimated accuracy of +/- 6 seconds.
 CU0548
 CU0548.The orthometric height was determined by differential leveling
 CU0548.and adjusted by the National Geodetic Survey in June 1991..
 CU0548.WARNING-Repeat measurements at this control monument indicate possible
 CU0548.vertical movement.
 CU0548
 CU0548.The geoid height was determined by GEOID03.
 CU0548
 CU0548.The dynamic height is computed by dividing the NAVD 88
 CU0548.geopotential number by the normal gravity value computed on the
 CU0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0548.degrees latitude (g = 980.6199 gals.).
 CU0548
 CU0548.The modeled gravity was interpolated from observed gravity values.
 CU0548
 CU0548;                    North         East    Units  Estimated Accuracy
 CU0548;SPC TXNC     - 2,077,320.      353,010.      MT  (+/- 180 meters Scaled)
 CU0548
 CU0548                          SUPERSEDED SURVEY CONTROL
 CU0548
 CU0548  NGVD 29 (??/??/92)  678.546  (m)         2226.20   (f) ADJ UNCH    1 2
 CU0548
 CU0548.Superseded values are not recommended for survey control.
 CU0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0548.See file dsdata.txt to determine how the superseded data were derived.
 CU0548
 CU0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA001796(NAD 83)
 CU0548_MARKER: DD = SURVEY DISK
 CU0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0548_STAMPING: 12 H K 1948
 CU0548_MARK LOGO: USGS  
 CU0548_PROJECTION: PROJECTING 5 CENTIMETERS
 CU0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0548+STABILITY: SURFACE MOTION
 CU0548
 CU0548  HISTORY     - Date     Condition        Report By
 CU0548  HISTORY     - 1948     MONUMENTED       USGS
 CU0548  HISTORY     - 1956     GOOD             NGS
 CU0548  HISTORY     - 1982     GOOD             NGS
 CU0548
 CU0548                          STATION DESCRIPTION
 CU0548
 CU0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0548'6.8 MI SW FROM WESTBROOK.
 CU0548'6.8 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0548'SECTION FOREMANS HOUSE AT WESTBROOK, AT A ROAD CROSSING, 69 FEET
 CU0548'SOUTHWEST OF THE 7TH POLE NORTHEAST OF MILEPOST 492, 50.5 FEET
 CU0548'SOUTHEAST OF THE SOUTHEAST RAIL, 30 FEET NORTHEAST OF THE CENTER LINE
 CU0548'OF A GRADED DIRT ROAD, 8 FEET NORTHWEST OF A POWER POLE, 1.3 FEET
 CU0548'SOUTHEAST OF A FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 CU0548'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CU0548
 CU0548                          STATION RECOVERY (1982)
 CU0548
 CU0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0548'26.9 KM (16.7 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0548'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, 36.3 METERS (119.1
 CU0548'FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 CU0548'15.4 METERS (50.5 FT) SOUTH OF THE NEAR RAIL OF THE TEXAS AND PACIFIC
 CU0548'RAILROAD, 9.3 METERS (30.5 FT) EAST OF THE CENTER OF CONWAY ROAD, 2.9
 CU0548'METERS (9.5 FT) NORTH OF A UTILITY POLE, 0.7 METER (2.3 FT) SOUTHEAST
 CU0548'OF A FENCE CORNER AND 0.4 METER (1.3 FT) SOUTH OF A FENCE.
 CU0548'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CU0548'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6875 ***********************************************************************
 AW6875  DESIGNATION -  12 M RESET USGS 1953
 AW6875  PID         -  AW6875
 AW6875  STATE/COUNTY-  TX/FORT BEND
 AW6875  USGS QUAD   -  NEEDVILLE (1980)
 AW6875
 AW6875                         *CURRENT SURVEY CONTROL
 AW6875  ___________________________________________________________________
 AW6875* NAD 83(1993)-  29 24 57.42955(N)    095 45 48.19279(W)     ADJUSTED  
 AW6875* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AW6875  ___________________________________________________________________
 AW6875  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW6875  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6875
 AW6875  HORZ ORDER  -  SECOND
 AW6875
 AW6875.The horizontal coordinates were established by classical geodetic methods
 AW6875.and adjusted by the National Geodetic Survey in February 1996..
 AW6875
 AW6875.The orthometric height was scaled from a topographic map.
 AW6875
 AW6875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6875
 AW6875.The geoid height was determined by GEOID03.
 AW6875
 AW6875;                    North         East     Units Scale Factor Converg.
 AW6875;SPC TXSC     - 4,179,741.517   914,018.429   MT  0.99986424   +1 35 08.4
 AW6875;SPC TXSC     -13,713,035.29  2,998,742.13   sFT  0.99986424   +1 35 08.4
 AW6875;UTM  15      - 3,257,248.267   231,876.754   MT  1.00048716   -1 21 28.9
 AW6875
 AW6875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6875!SPC TXSC     -   1.00000066  x   0.99986424  =   0.99986490
 AW6875!UTM  15      -   1.00000066  x   1.00048716  =   1.00048782
 AW6875
 AW6875                          SUPERSEDED SURVEY CONTROL
 AW6875
 AW6875  NAD 83(1986)-  29 24 57.44286(N)    095 45 48.17564(W) AD(       ) 2
 AW6875  NAD 27      -  29 24 56.56400(N)    095 45 47.35600(W) AD(       ) 2
 AW6875
 AW6875.Superseded values are not recommended for survey control.
 AW6875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6875.See file dsdata.txt to determine how the superseded data were derived.
 AW6875
 AW6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3187757248(NAD 83)
 AW6875_MARKER: DB = BENCH MARK DISK
 AW6875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6875+STABILITY: SURFACE MOTION
 AW6875
 AW6875  HISTORY     - Date     Condition        Report By
 AW6875  HISTORY     - 1953     MONUMENTED       USGS
 AW6875  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW6875
 AW6875                          STATION DESCRIPTION
 AW6875
 AW6875'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (RLE)
 AW6875'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF THE
 AW6875'SMALL VILLAGE OF FAIRCHILDS ALONG THE RIGHT-OF-WAY OF FARM
 AW6875'ROAD NO. 361.  IT IS 36.0 FEET WEST OF THE CENTER OF FARM
 AW6875'ROAD NO. 361, 20.0 FEET NORTH OF A POWERLINE POLE WITH U.S.B.M.
 AW6875'PAINTED ON THE EAST SIDE AND 1.5 FEET WEST OF A FENCE.  IT
 AW6875'IS A STANDARD U.S.G.S. DISK SET IN THE TOP OF A 6 INCH CIRCULAR
 AW6875'CONCRETE POST, PROJECTS 6 INCHES AND IS STAMPED 12 M RESET
 AW6875'1940.
 AW6875'
 AW6875'TO REACH THE STATION FROM THE SMALL VILLAGE OF FAIRCHILDS,
 AW6875'GO SOUTHEASTERLY ON FARM ROAD NO. 361 FOR 1.55 MILES TO A
 AW6875'SIDE ROAD RIGHT AND THE MARK AS DESCRIBED.
 AW6875
 AW6875                          STATION RECOVERY (1995)
 AW6875
 AW6875'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1483 ***********************************************************************
 AJ1483  DESIGNATION -  12 WR
 AJ1483  PID         -  AJ1483
 AJ1483  STATE/COUNTY-  TX/WEBB
 AJ1483  USGS QUAD   -  LAS TIENDAS (1975)
 AJ1483
 AJ1483                         *CURRENT SURVEY CONTROL
 AJ1483  ___________________________________________________________________
 AJ1483* NAD 83(1986)-  27 57 19.     (N)    099 43 26.     (W)     SCALED    
 AJ1483* NAVD 88     -       200.39   (+/-2cm)     657.4    (feet)  VERTCON   
 AJ1483  ___________________________________________________________________
 AJ1483  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AJ1483
 AJ1483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1483
 AJ1483.The horizontal coordinates were scaled from a topographic map and have
 AJ1483.an estimated accuracy of +/- 6 seconds.
 AJ1483
 AJ1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1483.The vertical order pertains to the NGVD 29 superseded value.
 AJ1483
 AJ1483.The geoid height was determined by GEOID03.
 AJ1483
 AJ1483;                    North         East    Units  Estimated Accuracy
 AJ1483;SPC TX S     - 5,254,160.      179,560.      MT  (+/- 180 meters Scaled)
 AJ1483
 AJ1483                          SUPERSEDED SURVEY CONTROL
 AJ1483
 AJ1483  NGVD 29 (??/??/92)  200.37   (m)          657.4    (f) COMPUTED    2 0
 AJ1483
 AJ1483.Superseded values are not recommended for survey control.
 AJ1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1483.See file dsdata.txt to determine how the superseded data were derived.
 AJ1483
 AJ1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR287924(NAD 83)
 AJ1483_MARKER: DB = BENCH MARK DISK
 AJ1483_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1483_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1483_STAMPING: 12 WR 657 1964
 AJ1483_MARK LOGO: USGS  
 AJ1483_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1483
 AJ1483  HISTORY     - Date     Condition        Report By
 AJ1483  HISTORY     - 1964     MONUMENTED       USGS
 AJ1483
 AJ1483                          STATION DESCRIPTION
 AJ1483
 AJ1483'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1483'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 20.6 MILES NORTHWEST
 AJ1483'ALONG TEXAS FARM ROAD 1472, THENCE 14.5 MILES NORTH-NORTHEAST ALONG
 AJ1483'THE LA MESA AND SPOHN RANCH ROAD, ABOUT 0.5 MILE EAST OF MILSTEAD COW
 AJ1483'CAMP, AT THE NORTHWEST CORNER OF SAUNDERS RANCH, 80 FEET NORTHEAST OF
 AJ1483'A CATTLEGUARD, 40 FEET NORTHEAST OF A METAL GATE, 20 FEET EAST OF A
 AJ1483'FENCE CORNER, SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 AJ1483'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0765 ***********************************************************************
 CE0765  DESIGNATION -  12 X
 CE0765  PID         -  CE0765
 CE0765  STATE/COUNTY-  TX/EL PASO
 CE0765  USGS QUAD   -  YSLETA (1994)
 CE0765
 CE0765                         *CURRENT SURVEY CONTROL
 CE0765  ___________________________________________________________________
 CE0765* NAD 83(1986)-  31 42 40.     (N)    106 22 10.     (W)     SCALED    
 CE0765* NAVD 88     -      1123.430  (meters)    3685.79   (feet)  ADJUSTED  
 CE0765  ___________________________________________________________________
 CE0765  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CE0765  DYNAMIC HT  -        1121.720 (meters)    3680.18  (feet)  COMP
 CE0765  MODELED GRAV-     979,079.2   (mgal)                       NAVD 88
 CE0765
 CE0765  VERT ORDER  -  FIRST     CLASS I
 CE0765
 CE0765.The horizontal coordinates were scaled from a topographic map and have
 CE0765.an estimated accuracy of +/- 6 seconds.
 CE0765
 CE0765.The orthometric height was determined by differential leveling
 CE0765.and adjusted by the National Geodetic Survey in November 1996..
 CE0765
 CE0765.The geoid height was determined by GEOID03.
 CE0765
 CE0765.The dynamic height is computed by dividing the NAVD 88
 CE0765.geopotential number by the normal gravity value computed on the
 CE0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0765.degrees latitude (g = 980.6199 gals.).
 CE0765
 CE0765.The modeled gravity was interpolated from observed gravity values.
 CE0765
 CE0765;                    North         East    Units  Estimated Accuracy
 CE0765;SPC TX C     - 3,242,160.      128,150.      MT  (+/- 180 meters Scaled)
 CE0765
 CE0765                          SUPERSEDED SURVEY CONTROL
 CE0765
 CE0765.No superseded survey control is available for this station.
 CE0765
 CE0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR702092(NAD 83)
 CE0765_MARKER: DU = BOUNDARY MARKER
 CE0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0765_SP_SET: CONCRETE POST
 CE0765_MARK LOGO: IBWC  
 CE0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0765+STABILITY: SURFACE MOTION
 CE0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0765+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0765
 CE0765  HISTORY     - Date     Condition        Report By
 CE0765  HISTORY     - UNK      MONUMENTED       IBWC
 CE0765  HISTORY     - 19930112 GOOD             NGS
 CE0765
 CE0765                          STATION DESCRIPTION
 CE0765
 CE0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0765'14.5 KM (9.00 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0765'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0765'EL PASO, 0.1 KM (0.05 MI) NORTHWEST OF THE INTERSECTION OF YARBROUGH
 CE0765'DRIVE, 1.8 M (5.9 FT) SOUTHWEST OF A WOOD POST WITH A WITNESS SIGN
 CE0765'ATTACHED, 1.6 M (5.2 FT) SOUTHWEST OF A METAL PIPE STAMPED P.I.
 CE0765'173+15 67, 1.6 M (5.2 FT) EAST OF THE ROAD CENTER, AND THE MONUMENT
 CE0765'IS RECESSED 0.2 M (0.7 FT) BELOW THE ROAD SURFACE.  NOTE--THE DISK IS
 CE0765'UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0308 ***********************************************************************
 DO0308  DESIGNATION -  120
 DO0308  PID         -  DO0308
 DO0308  STATE/COUNTY-  TX/WICHITA
 DO0308  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0308
 DO0308                         *CURRENT SURVEY CONTROL
 DO0308  ___________________________________________________________________
 DO0308* NAD 83(1986)-  33 56 15.     (N)    098 35 02.     (W)     SCALED    
 DO0308* NAVD 88     -       297.251  (meters)     975.23   (feet)  ADJUSTED  
 DO0308  ___________________________________________________________________
 DO0308  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DO0308  DYNAMIC HT  -         296.924 (meters)     974.16  (feet)  COMP
 DO0308  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 DO0308
 DO0308  VERT ORDER  -  FIRST     CLASS II
 DO0308
 DO0308.The horizontal coordinates were scaled from a topographic map and have
 DO0308.an estimated accuracy of +/- 6 seconds.
 DO0308
 DO0308.The orthometric height was determined by differential leveling
 DO0308.and adjusted by the National Geodetic Survey in June 1991..
 DO0308
 DO0308.The geoid height was determined by GEOID03.
 DO0308
 DO0308.The dynamic height is computed by dividing the NAVD 88
 DO0308.geopotential number by the normal gravity value computed on the
 DO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0308.degrees latitude (g = 980.6199 gals.).
 DO0308
 DO0308.The modeled gravity was interpolated from observed gravity values.
 DO0308
 DO0308;                    North         East    Units  Estimated Accuracy
 DO0308;SPC TXNC     - 2,251,830.      592,240.      MT  (+/- 180 meters Scaled)
 DO0308
 DO0308                          SUPERSEDED SURVEY CONTROL
 DO0308
 DO0308  NGVD 29 (??/??/92)  297.171  (m)          974.97   (f) ADJ UNCH    1 2
 DO0308
 DO0308.Superseded values are not recommended for survey control.
 DO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0308.See file dsdata.txt to determine how the superseded data were derived.
 DO0308
 DO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC384553(NAD 83)
 DO0308_MARKER: Z = SEE DESCRIPTION
 DO0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0308_SP_SET: MILEPOST
 DO0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0308
 DO0308  HISTORY     - Date     Condition        Report By
 DO0308  HISTORY     - UNK      MONUMENTED       BNRR
 DO0308  HISTORY     - 1957     GOOD             NGS
 DO0308  HISTORY     - 20010525 GOOD             USPSQD
 DO0308
 DO0308                          STATION DESCRIPTION
 DO0308
 DO0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0308'5.0 MI SE FROM IOWA PARK.
 DO0308'5.0 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0308'IOWA PARK, WICHITA COUNTY, AND ON THE TOP OF CONCRETE MILEPOST 120.
 DO0308'THE TOP OF THE MILEPOST.
 DO0308
 DO0308                          STATION RECOVERY (2001)
 DO0308
 DO0308'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0489 ***********************************************************************
 BL0489  DESIGNATION -  120
 BL0489  PID         -  BL0489
 BL0489  STATE/COUNTY-  TX/HARDIN
 BL0489  USGS QUAD   -  VOTAW (1984)
 BL0489
 BL0489                         *CURRENT SURVEY CONTROL
 BL0489  ___________________________________________________________________
 BL0489* NAD 83(1986)-  30 26 24.     (N)    094 41 54.     (W)     SCALED    
 BL0489* NAVD 88     -        42.62   (+/-2cm)     139.8    (feet)  VERTCON   
 BL0489  ___________________________________________________________________
 BL0489  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0489
 BL0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0489
 BL0489.The horizontal coordinates were scaled from a topographic map and have
 BL0489.an estimated accuracy of +/- 6 seconds.
 BL0489
 BL0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0489.The vertical order pertains to the NGVD 29 superseded value.
 BL0489
 BL0489.The geoid height was determined by GEOID03.
 BL0489
 BL0489;                    North         East    Units  Estimated Accuracy
 BL0489;SPC TX C     - 3,099,430.    1,241,020.      MT  (+/- 180 meters Scaled)
 BL0489
 BL0489                          SUPERSEDED SURVEY CONTROL
 BL0489
 BL0489  NGVD 29 (??/??/92)   42.622  (m)          139.84   (f) ADJ UNCH    2 0
 BL0489
 BL0489.Superseded values are not recommended for survey control.
 BL0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0489.See file dsdata.txt to determine how the superseded data were derived.
 BL0489
 BL0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP369687(NAD 83)
 BL0489_MARKER: Z = SEE DESCRIPTION
 BL0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0489_SP_SET: RAIL
 BL0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0489
 BL0489  HISTORY     - Date     Condition        Report By
 BL0489  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0489  HISTORY     - 1935     GOOD             NGS
 BL0489
 BL0489                          STATION DESCRIPTION
 BL0489
 BL0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0489'1.5 MI W FROM VOTAW.
 BL0489'1.5 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0489'STATION AT VOTAW, HARDIN COUNTY, OPPOSITE MILEPOST 120, AND 8 FEET
 BL0489'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0489'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0680 ***********************************************************************
 CT0680  DESIGNATION -  120 DHW
 CT0680  PID         -  CT0680
 CT0680  STATE/COUNTY-  TX/TAYLOR
 CT0680  USGS QUAD   -  VIEW (1984)
 CT0680
 CT0680                         *CURRENT SURVEY CONTROL
 CT0680  ___________________________________________________________________
 CT0680* NAD 83(1986)-  32 15 10.     (N)    099 59 08.     (W)     SCALED    
 CT0680* NAVD 88     -       647.155  (meters)    2123.21   (feet)  ADJUSTED  
 CT0680  ___________________________________________________________________
 CT0680  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CT0680  DYNAMIC HT  -         646.295 (meters)    2120.39  (feet)  COMP
 CT0680  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 CT0680
 CT0680  VERT ORDER  -  SECOND    CLASS 0
 CT0680
 CT0680.The horizontal coordinates were scaled from a topographic map and have
 CT0680.an estimated accuracy of +/- 6 seconds.
 CT0680
 CT0680.The orthometric height was determined by differential leveling
 CT0680.and adjusted by the National Geodetic Survey in June 1991..
 CT0680
 CT0680.The geoid height was determined by GEOID03.
 CT0680
 CT0680.The dynamic height is computed by dividing the NAVD 88
 CT0680.geopotential number by the normal gravity value computed on the
 CT0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0680.degrees latitude (g = 980.6199 gals.).
 CT0680
 CT0680.The modeled gravity was interpolated from observed gravity values.
 CT0680
 CT0680;                    North         East    Units  Estimated Accuracy
 CT0680;SPC TXNC     - 2,065,990.      460,020.      MT  (+/- 180 meters Scaled)
 CT0680
 CT0680                          SUPERSEDED SURVEY CONTROL
 CT0680
 CT0680  NGVD 29 (??/??/92)  646.971  (m)         2122.60   (f) ADJ UNCH    2 0
 CT0680
 CT0680.Superseded values are not recommended for survey control.
 CT0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0680.See file dsdata.txt to determine how the superseded data were derived.
 CT0680
 CT0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA071688(NAD 83)
 CT0680_MARKER: DD = SURVEY DISK
 CT0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0680_STAMPING: 120 D.H.W. 1955
 CT0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0680+STABILITY: SURFACE MOTION
 CT0680
 CT0680  HISTORY     - Date     Condition        Report By
 CT0680  HISTORY     - 1955     MONUMENTED       USGS
 CT0680  HISTORY     - 1961     GOOD             NGS
 CT0680  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 CT0680
 CT0680                          STATION DESCRIPTION
 CT0680
 CT0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0680'8.95 MI SW FROM VIEW.
 CT0680'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CT0680'AT VIEW, THENCE 0.05 MILE WEST ALONG A GRAVEL ROAD, 130 FEET SOUTHWEST
 CT0680'OF CENTERLINE OF THE HIGHWAY, 42 FEET SOUTH OF THE CENTER OF A CATTLE
 CT0680'GUARD, 24 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, ABOUT LEVEL WITH
 CT0680'THE GRAVEL ROAD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 3
 CT0680'INCHES ABOVE GROUND.
 CT0680
 CT0680                          STATION RECOVERY (1994)
 CT0680
 CT0680'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1313 ***********************************************************************
 AB1313  DESIGNATION -  120 IBWC
 AB1313  PID         -  AB1313
 AB1313  STATE/COUNTY-  TX/HIDALGO
 AB1313  USGS QUAD   -  MERCEDES (1983)
 AB1313
 AB1313                         *CURRENT SURVEY CONTROL
 AB1313  ___________________________________________________________________
 AB1313* NAD 83(1986)-  26 08 57.     (N)    097 55 48.     (W)     SCALED    
 AB1313* NAVD 88     -        23.020  (meters)      75.52   (feet)  ADJUSTED  
 AB1313  ___________________________________________________________________
 AB1313  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AB1313  DYNAMIC HT  -          22.983 (meters)      75.40  (feet)  COMP
 AB1313  MODELED GRAV-     979,013.2   (mgal)                       NAVD 88
 AB1313
 AB1313  VERT ORDER  -  FIRST     CLASS II
 AB1313
 AB1313.The horizontal coordinates were scaled from a topographic map and have
 AB1313.an estimated accuracy of +/- 6 seconds.
 AB1313
 AB1313.The orthometric height was determined by differential leveling
 AB1313.and adjusted by the National Geodetic Survey in June 1991..
 AB1313
 AB1313.The geoid height was determined by GEOID03.
 AB1313
 AB1313.The dynamic height is computed by dividing the NAVD 88
 AB1313.geopotential number by the normal gravity value computed on the
 AB1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1313.degrees latitude (g = 980.6199 gals.).
 AB1313
 AB1313.The modeled gravity was interpolated from observed gravity values.
 AB1313
 AB1313;                    North         East    Units  Estimated Accuracy
 AB1313;SPC TX S     - 5,053,590.      357,000.      MT  (+/- 180 meters Scaled)
 AB1313
 AB1313                          SUPERSEDED SURVEY CONTROL
 AB1313
 AB1313.No superseded survey control is available for this station.
 AB1313
 AB1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP069926(NAD 83)
 AB1313_MARKER: DD = SURVEY DISK
 AB1313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB1313_SP_SET: CISTERN
 AB1313_STAMPING: 120 75.70
 AB1313_MARK LOGO: IBWC  
 AB1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1313+STABILITY: SURFACE MOTION
 AB1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1313+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AB1313
 AB1313  HISTORY     - Date     Condition        Report By
 AB1313  HISTORY     - UNK      MONUMENTED       IBWC
 AB1313  HISTORY     - 1981     GOOD             NGS
 AB1313  HISTORY     - 20010604 GOOD             JCLS
 AB1313  HISTORY     - 20040206 GOOD             GEOCAC
 AB1313
 AB1313                          STATION DESCRIPTION
 AB1313
 AB1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1313'1.7 KM (1.1 MI) WEST FROM MERCEDES.
 AB1313'1.7 KM (1.1 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB1313'OF FARM ROAD 491 NORTH IN MERCEDES, AT THE WEST END OF A LARGE BRIDGE
 AB1313'OVER THE NORTH FLOODWAY, AT A GATE BARRING ACCESS TO THE WEST LEVEE,
 AB1313'SET IN THE TOP OF A CONCRETE WATER CONTROL CISTERN, 41.1 METERS
 AB1313'(135 FT) SOUTH OF THE APPROXIMATE CENTERLINE OF THE NEW EASTBOUND
 AB1313'LANES OF THE HIGHWAY, 3.4 METERS (11.0 FT) EAST OF THE CENTER OF THE
 AB1313'LEVEE ROAD, 11.2 METERS (37.0 FT) NORTH OF THE EAST END OF THE GATE,
 AB1313'53.6 METERS (176.0 FT) SOUTH OF BENCH MARK W 1421 1981.
 AB1313'THE MARK IS 0.45 M BELOW LEVEE ROAD.
 AB1313
 AB1313                          STATION RECOVERY (2001)
 AB1313
 AB1313'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AB1313'RECOVERED IN GOOD CONDITION.
 AB1313
 AB1313                          STATION RECOVERY (2004)
 AB1313
 AB1313'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1313'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0216 ***********************************************************************
 AH0216  DESIGNATION -  120 USE
 AH0216  PID         -  AH0216
 AH0216  STATE/COUNTY-  TX/NUECES
 AH0216  USGS QUAD   -  PORT ARANSAS (1975)
 AH0216
 AH0216                         *CURRENT SURVEY CONTROL
 AH0216  ___________________________________________________________________
 AH0216* NAD 83(1986)-  27 52 12.     (N)    097 05 11.     (W)     SCALED    
 AH0216* NAVD 88     -         0.46   (+/-2cm)       1.5    (feet)  VERTCON   
 AH0216  ___________________________________________________________________
 AH0216  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH0216
 AH0216  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0216
 AH0216.The horizontal coordinates were scaled from a topographic map and have
 AH0216.an estimated accuracy of +/- 6 seconds.
 AH0216
 AH0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0216.The vertical order pertains to the NGVD 29 superseded value.
 AH0216
 AH0216.The geoid height was determined by GEOID03.
 AH0216
 AH0216;                    North         East    Units  Estimated Accuracy
 AH0216;SPC TX S     - 5,244,900.      439,210.      MT  (+/- 180 meters Scaled)
 AH0216
 AH0216                          SUPERSEDED SURVEY CONTROL
 AH0216
 AH0216  NGVD 29 (??/??/92)    0.57   (m)            1.9    (f) COMPUTED    1 2
 AH0216
 AH0216.Superseded values are not recommended for survey control.
 AH0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0216.See file dsdata.txt to determine how the superseded data were derived.
 AH0216
 AH0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR883842(NAD 83)
 AH0216_MARKER: DD = SURVEY DISK
 AH0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0216_STAMPING: 120 1949
 AH0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0216+STABILITY: SURFACE MOTION
 AH0216
 AH0216  HISTORY     - Date     Condition        Report By
 AH0216  HISTORY     - 1949     MONUMENTED       DOD
 AH0216  HISTORY     - 1959     GOOD             NGS
 AH0216  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0216  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH0216
 AH0216                          STATION DESCRIPTION
 AH0216
 AH0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0216'3.95 MI E FROM ARANSAS PASS.
 AH0216'ABOUT 3.95 MILES EAST ALONG THE CAUSEWAY FROM THE TOLL GATE AT ARANSAS
 AH0216'PASS, 140 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 63 FEET EAST
 AH0216'OF A POWER POLE IN THE NORTHEAST ROW OF POLES, 50 FEET NORTHEAST OF A
 AH0216'ROW OF POWER POLES, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 AH0216'3 FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 AH0216'1 INCH BELOW THE TOP OF THE GROUND.
 AH0216
 AH0216                          STATION RECOVERY (1978)
 AH0216
 AH0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0216'SEARCHED FOR BUT NOT RECOVERED, AREA HAS BEEN RECONSTRUCTED AND A
 AH0216'NEW CAUSEWAY BUILT.
 AH0216
 AH0216                          STATION RECOVERY (1997)
 AH0216
 AH0216'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3486 ***********************************************************************
 AW3486  DESIGNATION -  120+00 700
 AW3486  PID         -  AW3486
 AW3486  STATE/COUNTY-  TX/HARRIS
 AW3486  USGS QUAD   -  LA PORTE (1982)
 AW3486
 AW3486                         *CURRENT SURVEY CONTROL
 AW3486  ___________________________________________________________________
 AW3486* NAD 83(1986)-  29 41 58.     (N)    095 00 37.     (W)     SCALED    
 AW3486* NAVD 88     -         1.91   (+/-2cm)       6.3    (feet)  VERTCON   
 AW3486  ___________________________________________________________________
 AW3486  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3486
 AW3486  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3486
 AW3486.The horizontal coordinates were scaled from a topographic map and have
 AW3486.an estimated accuracy of +/- 6 seconds.
 AW3486
 AW3486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3486.The vertical order pertains to the NGVD 29 superseded value.
 AW3486
 AW3486.The geoid height was determined by GEOID03.
 AW3486
 AW3486;                    North         East    Units  Estimated Accuracy
 AW3486;SPC TXSC     - 4,213,400.      985,990.      MT  (+/- 180 meters Scaled)
 AW3486
 AW3486                          SUPERSEDED SURVEY CONTROL
 AW3486
 AW3486  NGVD 29 (??/??/92)    1.907  (m)            6.26   (f) ADJ UNCH    1 2
 AW3486
 AW3486.Superseded values are not recommended for survey control.
 AW3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3486.See file dsdata.txt to determine how the superseded data were derived.
 AW3486
 AW3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN055871(NAD 83)
 AW3486_MARKER: DD = SURVEY DISK
 AW3486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3486_STAMPING: 120+00 700
 AW3486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3486+STABILITY: SURFACE MOTION
 AW3486
 AW3486  HISTORY     - Date     Condition        Report By
 AW3486  HISTORY     - UNK      MONUMENTED       USE
 AW3486  HISTORY     - 1959     GOOD             NGS
 AW3486  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3486
 AW3486                          STATION DESCRIPTION
 AW3486
 AW3486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3486'2.6 MI NW FROM MORGAN POINT.
 AW3486'ABOUT 2.6 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3486'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3486'BANK OF SPILMAN ISLAND, ABOUT 0.15 MILE NORTHWEST OF A SMALL BAY, 108
 AW3486'FEET SOUTHWEST OF THE HIGH WATER LINE OF THE CHANNEL, AND IN THE TOP
 AW3486'OF A CONCRETE POST POURED IN PLACE, FLUSH WITH THE GROUND.  NOTE-- MAY
 AW3486'HAVE BEEN WASHED OUT DUE TO EROSION IN THE AREA.
 AW3486
 AW3486                          STATION RECOVERY (1964)
 AW3486
 AW3486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0128 ***********************************************************************
 EN0128  DESIGNATION -  1200+60
 EN0128  PID         -  EN0128
 EN0128  STATE/COUNTY-  TX/HALL
 EN0128  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0128
 EN0128                         *CURRENT SURVEY CONTROL
 EN0128  ___________________________________________________________________
 EN0128* NAD 83(1986)-  34 28 50.     (N)    100 47 25.     (W)     SCALED    
 EN0128* NAVD 88     -       703.922  (meters)    2309.45   (feet)  ADJUSTED  
 EN0128  ___________________________________________________________________
 EN0128  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 EN0128  DYNAMIC HT  -         703.099 (meters)    2306.75  (feet)  COMP
 EN0128  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 EN0128
 EN0128  VERT ORDER  -  FIRST     CLASS II
 EN0128
 EN0128.The horizontal coordinates were scaled from a topographic map and have
 EN0128.an estimated accuracy of +/- 6 seconds.
 EN0128
 EN0128.The orthometric height was determined by differential leveling
 EN0128.and adjusted by the National Geodetic Survey in June 1991..
 EN0128
 EN0128.The geoid height was determined by GEOID03.
 EN0128
 EN0128.The dynamic height is computed by dividing the NAVD 88
 EN0128.geopotential number by the normal gravity value computed on the
 EN0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0128.degrees latitude (g = 980.6199 gals.).
 EN0128
 EN0128.The modeled gravity was interpolated from observed gravity values.
 EN0128
 EN0128;                    North         East    Units  Estimated Accuracy
 EN0128;SPC TX N     - 1,053,550.      265,200.      MT  (+/- 180 meters Scaled)
 EN0128
 EN0128                          SUPERSEDED SURVEY CONTROL
 EN0128
 EN0128  NGVD 29 (??/??/92)  703.617  (m)         2308.45   (f) ADJ UNCH    1 2
 EN0128
 EN0128.Superseded values are not recommended for survey control.
 EN0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0128.See file dsdata.txt to determine how the superseded data were derived.
 EN0128
 EN0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD355168(NAD 83)
 EN0128_MARKER: Z = SEE DESCRIPTION
 EN0128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0128_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0128
 EN0128  HISTORY     - Date     Condition        Report By
 EN0128  HISTORY     - UNK      MONUMENTED       BNRR
 EN0128  HISTORY     - 1933     GOOD             NGS
 EN0128  HISTORY     - 1934     GOOD             NGS
 EN0128
 EN0128                          STATION DESCRIPTION
 EN0128
 EN0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0128'9.2 MI NE FROM TURKEY.
 EN0128'9.2 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0128'THE STATION AT TURKEY, HALL COUNTY, ABOUT 0.9 MILE SOUTHWEST OF THE
 EN0128'SIGNBOARD AT TAMPICO, AT STATION 1200+60 (MILEAGE 259.78), ABOUT 35
 EN0128'YARDS SOUTHWEST OF BRIDGE P 259.77, AT THE EAST END OF A SMALL CUT,
 EN0128'AND ABOUT 17 YARDS NORTH OF THE TRACK.  THE TOP OF A CONCRETE-FILLED
 EN0128'PIPE PROJECTING ABOUT 14 INCHES ABOVE GROUND.
 EN0128
 EN0128                          STATION RECOVERY (1934)
 EN0128
 EN0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0196 ***********************************************************************
 CA0196  DESIGNATION -  1204
 CA0196  PID         -  CA0196
 CA0196  STATE/COUNTY-  TX/SAN SABA
 CA0196  USGS QUAD   -  SAN SABA (1976)
 CA0196
 CA0196                         *CURRENT SURVEY CONTROL
 CA0196  ___________________________________________________________________
 CA0196* NAD 83(1986)-  31 11 56.     (N)    098 43 04.     (W)     SCALED    
 CA0196* NAVD 88     -       367.323  (meters)    1205.13   (feet)  ADJUSTED  
 CA0196  ___________________________________________________________________
 CA0196  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CA0196  DYNAMIC HT  -         366.836 (meters)    1203.53  (feet)  COMP
 CA0196  MODELED GRAV-     979,303.4   (mgal)                       NAVD 88
 CA0196
 CA0196  VERT ORDER  -  SECOND    CLASS 0
 CA0196
 CA0196.The horizontal coordinates were scaled from a topographic map and have
 CA0196.an estimated accuracy of +/- 6 seconds.
 CA0196
 CA0196.The orthometric height was determined by differential leveling
 CA0196.and adjusted by the National Geodetic Survey in June 1991..
 CA0196
 CA0196.The geoid height was determined by GEOID03.
 CA0196
 CA0196.The dynamic height is computed by dividing the NAVD 88
 CA0196.geopotential number by the normal gravity value computed on the
 CA0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0196.degrees latitude (g = 980.6199 gals.).
 CA0196
 CA0196.The modeled gravity was interpolated from observed gravity values.
 CA0196
 CA0196;                    North         East    Units  Estimated Accuracy
 CA0196;SPC TX C     - 3,170,970.      853,950.      MT  (+/- 180 meters Scaled)
 CA0196
 CA0196                          SUPERSEDED SURVEY CONTROL
 CA0196
 CA0196  NGVD 29 (??/??/92)  367.267  (m)         1204.94   (f) ADJ UNCH    2 0
 CA0196
 CA0196.Superseded values are not recommended for survey control.
 CA0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0196.See file dsdata.txt to determine how the superseded data were derived.
 CA0196
 CA0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV268516(NAD 83)
 CA0196_MARKER: DD = SURVEY DISK
 CA0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0196_SP_SET: ABUTMENT
 CA0196_STAMPING: 1920 1204 FEET
 CA0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0196
 CA0196  HISTORY     - Date     Condition        Report By
 CA0196  HISTORY     - 1920     MONUMENTED       USGS
 CA0196  HISTORY     - 1935     GOOD             NGS
 CA0196
 CA0196                          STATION DESCRIPTION
 CA0196
 CA0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0196'IN SAN SABA.
 CA0196'AT SAN SABA AND ALONG THE G.C. AND S.F.R.R. IN THE SOUTH END OF THE
 CA0196'WEST CONCRETE ABUTMENT OF THE OVERPASS OVER STATE HIGHWAY 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3728 ***********************************************************************
 AW3728  DESIGNATION -  1205+00 450 1928
 AW3728  PID         -  AW3728
 AW3728  STATE/COUNTY-  TX/HARRIS
 AW3728  USGS QUAD   -  PARK PLACE (1995)
 AW3728
 AW3728                         *CURRENT SURVEY CONTROL
 AW3728  ___________________________________________________________________
 AW3728* NAD 83(1986)-  29 43 32.     (N)    095 16 09.     (W)     SCALED    
 AW3728* NAVD 88     -         7.52   (+/-2cm)      24.7    (feet)  VERTCON   
 AW3728  ___________________________________________________________________
 AW3728  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3728
 AW3728  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3728
 AW3728.The horizontal coordinates were scaled from a topographic map and have
 AW3728.an estimated accuracy of +/- 6 seconds.
 AW3728
 AW3728.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3728.The vertical order pertains to the NGVD 29 superseded value.
 AW3728
 AW3728.The geoid height was determined by GEOID03.
 AW3728
 AW3728;                    North         East    Units  Estimated Accuracy
 AW3728;SPC TXSC     - 4,215,470.      960,860.      MT  (+/- 180 meters Scaled)
 AW3728
 AW3728                          SUPERSEDED SURVEY CONTROL
 AW3728
 AW3728  NGVD 29 (??/??/92)    7.515  (m)           24.66   (f) ADJ UNCH    1 2
 AW3728
 AW3728.Superseded values are not recommended for survey control.
 AW3728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3728.See file dsdata.txt to determine how the superseded data were derived.
 AW3728
 AW3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN805905(NAD 83)
 AW3728_MARKER: DD = SURVEY DISK
 AW3728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3728_SP_SET: TILE
 AW3728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3728
 AW3728  HISTORY     - Date     Condition        Report By
 AW3728  HISTORY     - 1928     MONUMENTED       USE
 AW3728  HISTORY     - 1959     GOOD             NGS
 AW3728  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3728
 AW3728                          STATION DESCRIPTION
 AW3728
 AW3728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3728'2.25 MI SE FROM HOUSTON.
 AW3728'ABOUT 1.1 MILES SOUTHEAST ALONG THE NORTHEAST SIDE OF THE HOUSTON SHIP
 AW3728'CHANNEL TURNING BASIN FROM THE U. S. CUSTOMHOUSE, THENCE ABOUT 0.3
 AW3728'MILE SOUTHEAST ALONG A CLAY ROAD LEADING TO THE NORTHEAST BANK OF THE
 AW3728'CHANNEL, THENCE ABOUT 0.85 MILE SOUTHEAST ALONG THE NORTHEAST BANK OF
 AW3728'THE SHIP CHANNEL, 23 FEET NORTH OF THE HIGH WATER LINE, 30 FEET
 AW3728'SOUTHEAST OF BENCH MARK 1190+00 350 (U.S.E.), AND IN THE TOP OF AN
 AW3728'8-INCH TILE FILLED WITH CONCRETE FLUSH WITH THE GROUND.
 AW3728
 AW3728                          STATION RECOVERY (1964)
 AW3728
 AW3728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0222 ***********************************************************************
 BN0222  DESIGNATION -  1207 SA
 BN0222  PID         -  BN0222
 BN0222  STATE/COUNTY-  TX/LLANO
 BN0222  USGS QUAD   -  CASTELL (1967)
 BN0222
 BN0222                         *CURRENT SURVEY CONTROL
 BN0222  ___________________________________________________________________
 BN0222* NAD 83(1986)-  30 42 04.     (N)    098 57 22.     (W)     SCALED    
 BN0222* NAVD 88     -       365.861  (meters)    1200.33   (feet)  ADJUSTED  
 BN0222  ___________________________________________________________________
 BN0222  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 BN0222  DYNAMIC HT  -         365.370 (meters)    1198.72  (feet)  COMP
 BN0222  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 BN0222
 BN0222  VERT ORDER  -  SECOND    CLASS 0
 BN0222
 BN0222.The horizontal coordinates were scaled from a topographic map and have
 BN0222.an estimated accuracy of +/- 6 seconds.
 BN0222
 BN0222.The orthometric height was determined by differential leveling
 BN0222.and adjusted by the National Geodetic Survey in June 1991..
 BN0222
 BN0222.The geoid height was determined by GEOID03.
 BN0222
 BN0222.The dynamic height is computed by dividing the NAVD 88
 BN0222.geopotential number by the normal gravity value computed on the
 BN0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0222.degrees latitude (g = 980.6199 gals.).
 BN0222
 BN0222.The modeled gravity was interpolated from observed gravity values.
 BN0222
 BN0222;                    North         East    Units  Estimated Accuracy
 BN0222;SPC TX C     - 3,115,490.      831,920.      MT  (+/- 180 meters Scaled)
 BN0222
 BN0222                          SUPERSEDED SURVEY CONTROL
 BN0222
 BN0222  NGVD 29 (??/??/92)  365.815  (m)         1200.18   (f) ADJ UNCH    2 0
 BN0222
 BN0222.Superseded values are not recommended for survey control.
 BN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0222.See file dsdata.txt to determine how the superseded data were derived.
 BN0222
 BN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU042964(NAD 83)
 BN0222_MARKER: DB = BENCH MARK DISK
 BN0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0222_SP_SET: IRON ROST
 BN0222_STAMPING: 1207 SA
 BN0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0222
 BN0222  HISTORY     - Date     Condition        Report By
 BN0222  HISTORY     - UNK      MONUMENTED       USGS
 BN0222  HISTORY     - 1967     GOOD             USGS
 BN0222
 BN0222                          STATION DESCRIPTION
 BN0222
 BN0222'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BN0222'IN CASTELL.
 BN0222'AT CASTELL, 150 FT. E. OF SE. CORNER OF POST OFFICE AND DALCHU GENERAL
 BN0222'STORE, 27 FT. N. OF HWY., 17 FT. S. AND 16 FT. W. OF SW. CORNER OF
 BN0222'HOUSE, 5 FT. N. AND 1 FT. W. OF FENCE CORNER, ON IRON POST, A STD.
 BN0222'TABLET STAMPED 1207 SA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0198 ***********************************************************************
 CA0198  DESIGNATION -  1209 VA
 CA0198  PID         -  CA0198
 CA0198  STATE/COUNTY-  TX/SAN SABA
 CA0198  USGS QUAD   -  SAN SABA (1976)
 CA0198
 CA0198                         *CURRENT SURVEY CONTROL
 CA0198  ___________________________________________________________________
 CA0198* NAD 83(1986)-  31 11 44.     (N)    098 43 00.     (W)     SCALED    
 CA0198* NAVD 88     -       368.701  (meters)    1209.65   (feet)  ADJUSTED  
 CA0198  ___________________________________________________________________
 CA0198  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CA0198  DYNAMIC HT  -         368.212 (meters)    1208.04  (feet)  COMP
 CA0198  MODELED GRAV-     979,302.9   (mgal)                       NAVD 88
 CA0198
 CA0198  VERT ORDER  -  SECOND    CLASS 0
 CA0198
 CA0198.The horizontal coordinates were scaled from a topographic map and have
 CA0198.an estimated accuracy of +/- 6 seconds.
 CA0198
 CA0198.The orthometric height was determined by differential leveling
 CA0198.and adjusted by the National Geodetic Survey in June 1991..
 CA0198
 CA0198.The geoid height was determined by GEOID03.
 CA0198
 CA0198.The dynamic height is computed by dividing the NAVD 88
 CA0198.geopotential number by the normal gravity value computed on the
 CA0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0198.degrees latitude (g = 980.6199 gals.).
 CA0198
 CA0198.The modeled gravity was interpolated from observed gravity values.
 CA0198
 CA0198;                    North         East    Units  Estimated Accuracy
 CA0198;SPC TX C     - 3,170,610.      854,060.      MT  (+/- 180 meters Scaled)
 CA0198
 CA0198                          SUPERSEDED SURVEY CONTROL
 CA0198
 CA0198  NGVD 29 (??/??/92)  368.644  (m)         1209.46   (f) ADJ UNCH    2 0
 CA0198
 CA0198.Superseded values are not recommended for survey control.
 CA0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0198.See file dsdata.txt to determine how the superseded data were derived.
 CA0198
 CA0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV269513(NAD 83)
 CA0198_MARKER: DD = SURVEY DISK
 CA0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0198_SP_SET: SANDSTONE WALL
 CA0198_STAMPING: 1920 1209 FEET
 CA0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0198
 CA0198  HISTORY     - Date     Condition        Report By
 CA0198  HISTORY     - 1920     MONUMENTED       USGS
 CA0198  HISTORY     - 1935     GOOD             NGS
 CA0198
 CA0198                          STATION DESCRIPTION
 CA0198
 CA0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0198'IN SAN SABA.
 CA0198'SET VERTICAL IN THE SAND STONE TRIMMING.  AT THE NORTH ENTRANCE TO THE
 CA0198'BASEMENT OF THE COUNTY COURTHOUSE.  ON THE WEST SIDE OF THE ENTRANCE.
 CA0198'32 INCHES ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0488 ***********************************************************************
 BL0488  DESIGNATION -  121
 BL0488  PID         -  BL0488
 BL0488  STATE/COUNTY-  TX/HARDIN
 BL0488  USGS QUAD   -  VOTAW (1984)
 BL0488
 BL0488                         *CURRENT SURVEY CONTROL
 BL0488  ___________________________________________________________________
 BL0488* NAD 83(1986)-  30 26 14.     (N)    094 40 56.     (W)     SCALED    
 BL0488* NAVD 88     -        37.33   (+/-2cm)     122.5    (feet)  VERTCON   
 BL0488  ___________________________________________________________________
 BL0488  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0488
 BL0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0488
 BL0488.The horizontal coordinates were scaled from a topographic map and have
 BL0488.an estimated accuracy of +/- 6 seconds.
 BL0488
 BL0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0488.The vertical order pertains to the NGVD 29 superseded value.
 BL0488
 BL0488.The geoid height was determined by GEOID03.
 BL0488
 BL0488;                    North         East    Units  Estimated Accuracy
 BL0488;SPC TX C     - 3,099,210.    1,242,580.      MT  (+/- 180 meters Scaled)
 BL0488
 BL0488                          SUPERSEDED SURVEY CONTROL
 BL0488
 BL0488  NGVD 29 (??/??/92)   37.336  (m)          122.49   (f) ADJ UNCH    2 0
 BL0488
 BL0488.Superseded values are not recommended for survey control.
 BL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0488.See file dsdata.txt to determine how the superseded data were derived.
 BL0488
 BL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP384684(NAD 83)
 BL0488_MARKER: Z = SEE DESCRIPTION
 BL0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0488_SP_SET: RAIL
 BL0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0488
 BL0488  HISTORY     - Date     Condition        Report By
 BL0488  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0488  HISTORY     - 1935     GOOD             NGS
 BL0488
 BL0488                          STATION DESCRIPTION
 BL0488
 BL0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0488'0.5 MI W FROM VOTAW.
 BL0488'0.5 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0488'STATION AT VOTAW, HARDIN COUNTY, OPPOSITE MILEPOST 121, AND 8 FEET
 BL0488'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0488'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0307 ***********************************************************************
 DO0307  DESIGNATION -  121
 DO0307  PID         -  DO0307
 DO0307  STATE/COUNTY-  TX/WICHITA
 DO0307  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0307
 DO0307                         *CURRENT SURVEY CONTROL
 DO0307  ___________________________________________________________________
 DO0307* NAD 83(1986)-  33 56 25.     (N)    098 36 03.     (W)     SCALED    
 DO0307* NAVD 88     -       299.558  (meters)     982.80   (feet)  ADJUSTED  
 DO0307  ___________________________________________________________________
 DO0307  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DO0307  DYNAMIC HT  -         299.228 (meters)     981.72  (feet)  COMP
 DO0307  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 DO0307
 DO0307  VERT ORDER  -  FIRST     CLASS II
 DO0307
 DO0307.The horizontal coordinates were scaled from a topographic map and have
 DO0307.an estimated accuracy of +/- 6 seconds.
 DO0307
 DO0307.The orthometric height was determined by differential leveling
 DO0307.and adjusted by the National Geodetic Survey in June 1991..
 DO0307
 DO0307.The geoid height was determined by GEOID03.
 DO0307
 DO0307.The dynamic height is computed by dividing the NAVD 88
 DO0307.geopotential number by the normal gravity value computed on the
 DO0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0307.degrees latitude (g = 980.6199 gals.).
 DO0307
 DO0307.The modeled gravity was interpolated from observed gravity values.
 DO0307
 DO0307;                    North         East    Units  Estimated Accuracy
 DO0307;SPC TXNC     - 2,252,140.      590,680.      MT  (+/- 180 meters Scaled)
 DO0307
 DO0307                          SUPERSEDED SURVEY CONTROL
 DO0307
 DO0307  NGVD 29 (??/??/92)  299.477  (m)          982.53   (f) ADJ UNCH    1 2
 DO0307
 DO0307.Superseded values are not recommended for survey control.
 DO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0307.See file dsdata.txt to determine how the superseded data were derived.
 DO0307
 DO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC368556(NAD 83)
 DO0307_MARKER: Z = SEE DESCRIPTION
 DO0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0307_SP_SET: MILEPOST
 DO0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0307
 DO0307  HISTORY     - Date     Condition        Report By
 DO0307  HISTORY     - UNK      MONUMENTED       BNRR
 DO0307  HISTORY     - 1957     GOOD             NGS
 DO0307  HISTORY     - 20010525 GOOD             USPSQD
 DO0307
 DO0307                          STATION DESCRIPTION
 DO0307
 DO0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0307'4.0 MI SE FROM IOWA PARK.
 DO0307'4.0 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0307'IOWA PARK, WICHITA COUNTY, AND ON THE TOP OF CONCRETE MILEPOST 121.
 DO0307'THE TOP OF THE MILEPOST.
 DO0307
 DO0307                          STATION RECOVERY (2001)
 DO0307
 DO0307'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0261 ***********************************************************************
 CU0261  DESIGNATION -  121 DHW
 CU0261  PID         -  CU0261
 CU0261  STATE/COUNTY-  TX/TAYLOR
 CU0261  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0261
 CU0261                         *CURRENT SURVEY CONTROL
 CU0261  ___________________________________________________________________
 CU0261* NAD 83(1986)-  32 16 23.     (N)    100 01 00.     (W)     SCALED    
 CU0261* NAVD 88     -       704.702  (meters)    2312.01   (feet)  ADJUSTED  
 CU0261  ___________________________________________________________________
 CU0261  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CU0261  DYNAMIC HT  -         703.760 (meters)    2308.92  (feet)  COMP
 CU0261  MODELED GRAV-     979,279.0   (mgal)                       NAVD 88
 CU0261
 CU0261  VERT ORDER  -  SECOND    CLASS 0
 CU0261
 CU0261.The horizontal coordinates were scaled from a topographic map and have
 CU0261.an estimated accuracy of +/- 6 seconds.
 CU0261
 CU0261.The orthometric height was determined by differential leveling
 CU0261.and adjusted by the National Geodetic Survey in June 1991..
 CU0261
 CU0261.The geoid height was determined by GEOID03.
 CU0261
 CU0261.The dynamic height is computed by dividing the NAVD 88
 CU0261.geopotential number by the normal gravity value computed on the
 CU0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0261.degrees latitude (g = 980.6199 gals.).
 CU0261
 CU0261.The modeled gravity was interpolated from observed gravity values.
 CU0261
 CU0261;                    North         East    Units  Estimated Accuracy
 CU0261;SPC TXNC     - 2,068,280.      457,120.      MT  (+/- 180 meters Scaled)
 CU0261
 CU0261                          SUPERSEDED SURVEY CONTROL
 CU0261
 CU0261  NGVD 29 (??/??/92)  704.509  (m)         2311.38   (f) ADJ UNCH    2 0
 CU0261
 CU0261.Superseded values are not recommended for survey control.
 CU0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0261.See file dsdata.txt to determine how the superseded data were derived.
 CU0261
 CU0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA042711(NAD 83)
 CU0261_MARKER: DD = SURVEY DISK
 CU0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0261_STAMPING: 2311 121 D.H.W. 1955
 CU0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0261+STABILITY: SURFACE MOTION
 CU0261
 CU0261  HISTORY     - Date     Condition        Report By
 CU0261  HISTORY     - 1955     MONUMENTED       USGS
 CU0261  HISTORY     - 1961     GOOD             NGS
 CU0261  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0261
 CU0261                          STATION DESCRIPTION
 CU0261
 CU0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0261'11.5 MI SW FROM VIEW.
 CU0261'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0261'AT VIEW, THENCE 2.6 MILES NORTHWEST ALONG A GRAVEL ROAD, 63 FEET NORTH
 CU0261'OF THE CENTER OF ROAD, 23.6 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 CU0261'CATTLE GUARD, 2.1 FEET SOUTH OF A FENCE, ABOUT 2 FEET HIGHER THAN THE
 CU0261'ROAD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE
 CU0261'GROUND.
 CU0261
 CU0261                          STATION RECOVERY (1994)
 CU0261
 CU0261'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0003 ***********************************************************************
 BN0003  DESIGNATION -  1211.40
 BN0003  PID         -  BN0003
 BN0003  STATE/COUNTY-  TX/BURNET
 BN0003  USGS QUAD   -  LAKE VICTOR (1967)
 BN0003
 BN0003                         *CURRENT SURVEY CONTROL
 BN0003  ___________________________________________________________________
 BN0003* NAD 83(1986)-  30 58 10.     (N)    098 11 35.     (W)     SCALED    
 BN0003* NAVD 88     -       369.418  (meters)    1212.00   (feet)  ADJUSTED  
 BN0003  ___________________________________________________________________
 BN0003  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 BN0003  DYNAMIC HT  -         368.920 (meters)    1210.37  (feet)  COMP
 BN0003  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 BN0003
 BN0003  VERT ORDER  -  SECOND    CLASS 0
 BN0003
 BN0003.The horizontal coordinates were scaled from a topographic map and have
 BN0003.an estimated accuracy of +/- 6 seconds.
 BN0003
 BN0003.The orthometric height was determined by differential leveling
 BN0003.and adjusted by the National Geodetic Survey in June 1991..
 BN0003
 BN0003.The geoid height was determined by GEOID03.
 BN0003
 BN0003.The dynamic height is computed by dividing the NAVD 88
 BN0003.geopotential number by the normal gravity value computed on the
 BN0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0003.degrees latitude (g = 980.6199 gals.).
 BN0003
 BN0003.The modeled gravity was interpolated from observed gravity values.
 BN0003
 BN0003;                    North         East    Units  Estimated Accuracy
 BN0003;SPC TX C     - 3,146,390.      904,430.      MT  (+/- 180 meters Scaled)
 BN0003
 BN0003                          SUPERSEDED SURVEY CONTROL
 BN0003
 BN0003  NGVD 29 (??/??/92)  369.315  (m)         1211.66   (f) ADJ UNCH    2 0
 BN0003
 BN0003.Superseded values are not recommended for survey control.
 BN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0003.See file dsdata.txt to determine how the superseded data were derived.
 BN0003
 BN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV770264(NAD 83)
 BN0003_MARKER: O = CHISELED CIRCLE
 BN0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0003_SP_SET: STONE
 BN0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0003+STABILITY: SURFACE MOTION
 BN0003
 BN0003  HISTORY     - Date     Condition        Report By
 BN0003  HISTORY     - UNK      MONUMENTED       USGS
 BN0003  HISTORY     - 1933     GOOD             NGS
 BN0003
 BN0003                          STATION DESCRIPTION
 BN0003
 BN0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0003'7.0 MI S FROM LAMPASAS.
 BN0003'0.9 MILE NORTH OF TUMLINSON STATION ON EAST SIDE OF TRACK, 100 FEET
 BN0003'NORTHEAST OF MILE POST 16 AT TILE CULVERT 16 A, NEAR CENTER OF TOP OF
 BN0003'STONE COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1292 ***********************************************************************
 FL1292  DESIGNATION -  1213
 FL1292  PID         -  FL1292
 FL1292  STATE/COUNTY-  TX/POTTER
 FL1292  USGS QUAD   -  AMARILLO WEST (1973)
 FL1292
 FL1292                         *CURRENT SURVEY CONTROL
 FL1292  ___________________________________________________________________
 FL1292* NAD 83(1986)-  35 10 36.     (N)    101 56 16.     (W)     SCALED    
 FL1292* NAVD 88     -      1135.939  (meters)    3726.83   (feet)  ADJUSTED  
 FL1292  ___________________________________________________________________
 FL1292  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FL1292  DYNAMIC HT  -        1134.579 (meters)    3722.36  (feet)  COMP
 FL1292  MODELED GRAV-     979,397.6   (mgal)                       NAVD 88
 FL1292
 FL1292  VERT ORDER  -  SECOND    CLASS 0
 FL1292
 FL1292.The horizontal coordinates were scaled from a topographic map and have
 FL1292.an estimated accuracy of +/- 6 seconds.
 FL1292
 FL1292.The orthometric height was determined by differential leveling
 FL1292.and adjusted by the National Geodetic Survey in June 1991..
 FL1292
 FL1292.The geoid height was determined by GEOID03.
 FL1292
 FL1292.The dynamic height is computed by dividing the NAVD 88
 FL1292.geopotential number by the normal gravity value computed on the
 FL1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1292.degrees latitude (g = 980.6199 gals.).
 FL1292
 FL1292.The modeled gravity was interpolated from observed gravity values.
 FL1292
 FL1292;                    North         East    Units  Estimated Accuracy
 FL1292;SPC TX N     - 1,130,620.      160,130.      MT  (+/- 180 meters Scaled)
 FL1292
 FL1292                          SUPERSEDED SURVEY CONTROL
 FL1292
 FL1292  NGVD 29 (??/??/92) 1135.429  (m)         3725.15   (f) ADJ UNCH    2 0
 FL1292
 FL1292.Superseded values are not recommended for survey control.
 FL1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1292.See file dsdata.txt to determine how the superseded data were derived.
 FL1292
 FL1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD324965(NAD 83)
 FL1292_MARKER: DD = SURVEY DISK
 FL1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1292_STAMPING: 1213 1935
 FL1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1292+STABILITY: SURFACE MOTION
 FL1292
 FL1292  HISTORY     - Date     Condition        Report By
 FL1292  HISTORY     - 1935     MONUMENTED       TXGS
 FL1292
 FL1292                          STATION DESCRIPTION
 FL1292
 FL1292'DESCRIBED BY TEXAS GEODETIC SURVEY 1935
 FL1292'1.0 MI S FROM SONCY.
 FL1292'1.0 MILE SOUTH ALONG THE CANYON ROAD FROM THE POST OFFICE AT SONCY,
 FL1292'POTTER COUNTY, AT THE SOUTHWEST CORNER OF SECTION 42, BLOCK 9, B.S.
 FL1292'AND F. SURVEY, ON THE NORTH SIDE OF THE ROAD, 4 FEET EAST OF A
 FL1292'NORTH-AND-SOUTH FENCE, 4 FEET NORTH OF AN EAST-AND-WEST FENCE, AND SET
 FL1292'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0487 ***********************************************************************
 BL0487  DESIGNATION -  122
 BL0487  PID         -  BL0487
 BL0487  STATE/COUNTY-  TX/HARDIN
 BL0487  USGS QUAD   -  VOTAW (1984)
 BL0487
 BL0487                         *CURRENT SURVEY CONTROL
 BL0487  ___________________________________________________________________
 BL0487* NAD 83(1986)-  30 26 03.     (N)    094 39 58.     (W)     SCALED    
 BL0487* NAVD 88     -        41.83   (+/-2cm)     137.2    (feet)  VERTCON   
 BL0487  ___________________________________________________________________
 BL0487  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL0487
 BL0487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0487
 BL0487.The horizontal coordinates were scaled from a topographic map and have
 BL0487.an estimated accuracy of +/- 6 seconds.
 BL0487
 BL0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0487.The vertical order pertains to the NGVD 29 superseded value.
 BL0487
 BL0487.The geoid height was determined by GEOID03.
 BL0487
 BL0487;                    North         East    Units  Estimated Accuracy
 BL0487;SPC TX C     - 3,098,950.    1,244,140.      MT  (+/- 180 meters Scaled)
 BL0487
 BL0487                          SUPERSEDED SURVEY CONTROL
 BL0487
 BL0487  NGVD 29 (??/??/92)   41.838  (m)          137.26   (f) ADJ UNCH    2 0
 BL0487
 BL0487.Superseded values are not recommended for survey control.
 BL0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0487.See file dsdata.txt to determine how the superseded data were derived.
 BL0487
 BL0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP400680(NAD 83)
 BL0487_MARKER: Z = SEE DESCRIPTION
 BL0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0487_SP_SET: RAIL
 BL0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0487
 BL0487  HISTORY     - Date     Condition        Report By
 BL0487  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0487  HISTORY     - 1935     GOOD             NGS
 BL0487
 BL0487                          STATION DESCRIPTION
 BL0487
 BL0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0487'0.5 MI E FROM VOTAW.
 BL0487'0.5 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0487'STATION AT VOTAW, HARDIN COUNTY, OPPOSITE MILEPOST 122, AND 8 FEET
 BL0487'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0487'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0302 ***********************************************************************
 FM0302  DESIGNATION -  1225
 FM0302  PID         -  FM0302
 FM0302  STATE/COUNTY-  TX/POTTER
 FM0302  USGS QUAD   -  BUSHLAND (1984)
 FM0302
 FM0302                         *CURRENT SURVEY CONTROL
 FM0302  ___________________________________________________________________
 FM0302* NAD 83(1986)-  35 11 50.     (N)    102 03 47.     (W)     SCALED    
 FM0302* NAVD 88     -      1167.019  (meters)    3828.79   (feet)  ADJUSTED  
 FM0302  ___________________________________________________________________
 FM0302  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FM0302  DYNAMIC HT  -        1165.605 (meters)    3824.16  (feet)  COMP
 FM0302  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 FM0302
 FM0302  VERT ORDER  -  SECOND    CLASS 0
 FM0302
 FM0302.The horizontal coordinates were scaled from a topographic map and have
 FM0302.an estimated accuracy of +/- 6 seconds.
 FM0302
 FM0302.The orthometric height was determined by differential leveling
 FM0302.and adjusted by the National Geodetic Survey in June 1991..
 FM0302
 FM0302.The geoid height was determined by GEOID03.
 FM0302
 FM0302.The dynamic height is computed by dividing the NAVD 88
 FM0302.geopotential number by the normal gravity value computed on the
 FM0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0302.degrees latitude (g = 980.6199 gals.).
 FM0302
 FM0302.The modeled gravity was interpolated from observed gravity values.
 FM0302
 FM0302;                    North         East    Units  Estimated Accuracy
 FM0302;SPC TX N     - 1,132,960.      148,730.      MT  (+/- 180 meters Scaled)
 FM0302
 FM0302                          SUPERSEDED SURVEY CONTROL
 FM0302
 FM0302  NGVD 29 (??/??/92) 1166.525  (m)         3827.17   (f) ADJ UNCH    2 0
 FM0302
 FM0302.Superseded values are not recommended for survey control.
 FM0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0302.See file dsdata.txt to determine how the superseded data were derived.
 FM0302
 FM0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU673988(NAD 83)
 FM0302_MARKER: DD = SURVEY DISK
 FM0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0302_STAMPING: 1225 1935
 FM0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0302+STABILITY: SURFACE MOTION
 FM0302
 FM0302  HISTORY     - Date     Condition        Report By
 FM0302  HISTORY     - 1935     MONUMENTED       CGS
 FM0302  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0302
 FM0302                          STATION DESCRIPTION
 FM0302
 FM0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0302'0.5 MI N FROM BUSHLAND.
 FM0302'0.5 MILE NORTH BENCHMARK IS LOCATED ON ROAD GOING NORTH FROM BUSHLAND.
 FM0302'ON WEST LINE OF SECTION 162, BLOCK 9, BEING 0.4 MILES NORTH OF
 FM0302'RAILROAD, 52.0 FEET EAST OF CENTERLINE OF ROAD, AND 3.0 FEET NORTH OF
 FM0302'E-W FENCE.
 FM0302
 FM0302                          STATION RECOVERY (1980)
 FM0302
 FM0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0303 ***********************************************************************
 FM0303  DESIGNATION -  1226
 FM0303  PID         -  FM0303
 FM0303  STATE/COUNTY-  TX/POTTER
 FM0303  USGS QUAD   -  BUSHLAND (1984)
 FM0303
 FM0303                         *CURRENT SURVEY CONTROL
 FM0303  ___________________________________________________________________
 FM0303* NAD 83(1986)-  35 12 22.     (N)    102 03 47.     (W)     SCALED    
 FM0303* NAVD 88     -      1166.673  (meters)    3827.66   (feet)  ADJUSTED  
 FM0303  ___________________________________________________________________
 FM0303  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 FM0303  DYNAMIC HT  -        1165.261 (meters)    3823.03  (feet)  COMP
 FM0303  MODELED GRAV-     979,383.6   (mgal)                       NAVD 88
 FM0303
 FM0303  VERT ORDER  -  SECOND    CLASS 0
 FM0303
 FM0303.The horizontal coordinates were scaled from a topographic map and have
 FM0303.an estimated accuracy of +/- 6 seconds.
 FM0303
 FM0303.The orthometric height was determined by differential leveling
 FM0303.and adjusted by the National Geodetic Survey in June 1991..
 FM0303
 FM0303.The geoid height was determined by GEOID03.
 FM0303
 FM0303.The dynamic height is computed by dividing the NAVD 88
 FM0303.geopotential number by the normal gravity value computed on the
 FM0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0303.degrees latitude (g = 980.6199 gals.).
 FM0303
 FM0303.The modeled gravity was interpolated from observed gravity values.
 FM0303
 FM0303;                    North         East    Units  Estimated Accuracy
 FM0303;SPC TX N     - 1,133,950.      148,730.      MT  (+/- 180 meters Scaled)
 FM0303
 FM0303                          SUPERSEDED SURVEY CONTROL
 FM0303
 FM0303  NGVD 29 (??/??/92) 1166.178  (m)         3826.04   (f) ADJ UNCH    2 0
 FM0303
 FM0303.Superseded values are not recommended for survey control.
 FM0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0303.See file dsdata.txt to determine how the superseded data were derived.
 FM0303
 FM0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU673998(NAD 83)
 FM0303_MARKER: DD = SURVEY DISK
 FM0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0303_STAMPING: 1226 1935
 FM0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0303+STABILITY: SURFACE MOTION
 FM0303
 FM0303  HISTORY     - Date     Condition        Report By
 FM0303  HISTORY     - 1935     MONUMENTED       CGS
 FM0303
 FM0303                          STATION DESCRIPTION
 FM0303
 FM0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0303'1.0 MI N FROM BUSHLAND.
 FM0303'BENCHMARK IS LOCATED ON ROAD GOING NORTH FROM BUSHLAND, 1.0 MILE NORTH
 FM0303'OF RAILROAD.  NORTHWEST CORNER OF SECTION 162, BLOCK 9, R S AND F
 FM0303'SURVEY.  EAST AND SOUTH OF ROADS.  4.0 FEET SOUTH OF FENCE.  4.0 FEET
 FM0303'EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0304 ***********************************************************************
 FM0304  DESIGNATION -  1227
 FM0304  PID         -  FM0304
 FM0304  STATE/COUNTY-  TX/POTTER
 FM0304  USGS QUAD   -  BUSHLAND (1984)
 FM0304
 FM0304                         *CURRENT SURVEY CONTROL
 FM0304  ___________________________________________________________________
 FM0304* NAD 83(1986)-  35 13 15.     (N)    102 03 47.     (W)     SCALED    
 FM0304* NAVD 88     -      1159.549  (meters)    3804.29   (feet)  ADJUSTED  
 FM0304  ___________________________________________________________________
 FM0304  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 FM0304  DYNAMIC HT  -        1158.150 (meters)    3799.70  (feet)  COMP
 FM0304  MODELED GRAV-     979,387.2   (mgal)                       NAVD 88
 FM0304
 FM0304  VERT ORDER  -  SECOND    CLASS 0
 FM0304
 FM0304.The horizontal coordinates were scaled from a topographic map and have
 FM0304.an estimated accuracy of +/- 6 seconds.
 FM0304
 FM0304.The orthometric height was determined by differential leveling
 FM0304.and adjusted by the National Geodetic Survey in June 1991..
 FM0304
 FM0304.The geoid height was determined by GEOID03.
 FM0304
 FM0304.The dynamic height is computed by dividing the NAVD 88
 FM0304.geopotential number by the normal gravity value computed on the
 FM0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0304.degrees latitude (g = 980.6199 gals.).
 FM0304
 FM0304.The modeled gravity was interpolated from observed gravity values.
 FM0304
 FM0304;                    North         East    Units  Estimated Accuracy
 FM0304;SPC TX N     - 1,135,580.      148,740.      MT  (+/- 180 meters Scaled)
 FM0304
 FM0304                          SUPERSEDED SURVEY CONTROL
 FM0304
 FM0304  NGVD 29 (??/??/92) 1159.059  (m)         3802.68   (f) ADJ UNCH    2 0
 FM0304
 FM0304.Superseded values are not recommended for survey control.
 FM0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0304.See file dsdata.txt to determine how the superseded data were derived.
 FM0304
 FM0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV673014(NAD 83)
 FM0304_MARKER: DD = SURVEY DISK
 FM0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0304_STAMPING: 1227 1935
 FM0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0304+STABILITY: SURFACE MOTION
 FM0304
 FM0304  HISTORY     - Date     Condition        Report By
 FM0304  HISTORY     - 1935     MONUMENTED       CGS
 FM0304
 FM0304                          STATION DESCRIPTION
 FM0304
 FM0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0304'2.0 MI N FROM BUSHLAND.
 FM0304'BENCHMARK IS LOCATED ON ROAD GOING NORTH FROM BUSHLAND, 2.0 MILES
 FM0304'NORTH OF RAILROAD.  NORTHWEST CORNER OF SECTION 161, BLOCK 9, BS AND F
 FM0304'SURVEY.  3.0 FEET EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0305 ***********************************************************************
 FM0305  DESIGNATION -  1228
 FM0305  PID         -  FM0305
 FM0305  STATE/COUNTY-  TX/POTTER
 FM0305  USGS QUAD   -  BUSHLAND (1984)
 FM0305
 FM0305                         *CURRENT SURVEY CONTROL
 FM0305  ___________________________________________________________________
 FM0305* NAD 83(1986)-  35 13 41.     (N)    102 03 40.     (W)     SCALED    
 FM0305* NAVD 88     -      1147.679  (meters)    3765.34   (feet)  ADJUSTED  
 FM0305  ___________________________________________________________________
 FM0305  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 FM0305  DYNAMIC HT  -        1146.296 (meters)    3760.81  (feet)  COMP
 FM0305  MODELED GRAV-     979,389.6   (mgal)                       NAVD 88
 FM0305
 FM0305  VERT ORDER  -  SECOND    CLASS 0
 FM0305
 FM0305.The horizontal coordinates were scaled from a topographic map and have
 FM0305.an estimated accuracy of +/- 6 seconds.
 FM0305
 FM0305.The orthometric height was determined by differential leveling
 FM0305.and adjusted by the National Geodetic Survey in June 1991..
 FM0305
 FM0305.The geoid height was determined by GEOID03.
 FM0305
 FM0305.The dynamic height is computed by dividing the NAVD 88
 FM0305.geopotential number by the normal gravity value computed on the
 FM0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0305.degrees latitude (g = 980.6199 gals.).
 FM0305
 FM0305.The modeled gravity was interpolated from observed gravity values.
 FM0305
 FM0305;                    North         East    Units  Estimated Accuracy
 FM0305;SPC TX N     - 1,136,380.      148,920.      MT  (+/- 180 meters Scaled)
 FM0305
 FM0305                          SUPERSEDED SURVEY CONTROL
 FM0305
 FM0305  NGVD 29 (??/??/92) 1147.188  (m)         3763.73   (f) ADJ UNCH    2 0
 FM0305
 FM0305.Superseded values are not recommended for survey control.
 FM0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0305.See file dsdata.txt to determine how the superseded data were derived.
 FM0305
 FM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV674022(NAD 83)
 FM0305_MARKER: DD = SURVEY DISK
 FM0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0305_STAMPING: 1228 1935
 FM0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0305+STABILITY: SURFACE MOTION
 FM0305
 FM0305  HISTORY     - Date     Condition        Report By
 FM0305  HISTORY     - 1935     MONUMENTED       CGS
 FM0305  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0305
 FM0305                          STATION DESCRIPTION
 FM0305
 FM0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0305'2.5 MI N FROM BUSHLAND.
 FM0305'BENCHMARK IS LOCATED ON ROAD GOING NORTH FROM BUSHLAND, 2.0 MILES
 FM0305'NORTH OF RAILROAD.  4.0 MILES NORTH OF SOUTH LINE OF SECTION 160,
 FM0305'BLOCK 9, BS AND F SURVEY.  135 FEET EAST OF FENCE.  EAST OF ROAD.
 FM0305
 FM0305                          STATION RECOVERY (1980)
 FM0305
 FM0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0306 ***********************************************************************
 FM0306  DESIGNATION -  1229
 FM0306  PID         -  FM0306
 FM0306  STATE/COUNTY-  TX/POTTER
 FM0306  USGS QUAD   -  BUSHLAND (1984)
 FM0306
 FM0306                         *CURRENT SURVEY CONTROL
 FM0306  ___________________________________________________________________
 FM0306* NAD 83(1986)-  35 13 54.     (N)    102 03 40.     (W)     SCALED    
 FM0306* NAVD 88     -      1142.446  (meters)    3748.17   (feet)  ADJUSTED  
 FM0306  ___________________________________________________________________
 FM0306  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 FM0306  DYNAMIC HT  -        1141.070 (meters)    3743.66  (feet)  COMP
 FM0306  MODELED GRAV-     979,390.9   (mgal)                       NAVD 88
 FM0306
 FM0306  VERT ORDER  -  SECOND    CLASS 0
 FM0306
 FM0306.The horizontal coordinates were scaled from a topographic map and have
 FM0306.an estimated accuracy of +/- 6 seconds.
 FM0306
 FM0306.The orthometric height was determined by differential leveling
 FM0306.and adjusted by the National Geodetic Survey in June 1991..
 FM0306
 FM0306.The geoid height was determined by GEOID03.
 FM0306
 FM0306.The dynamic height is computed by dividing the NAVD 88
 FM0306.geopotential number by the normal gravity value computed on the
 FM0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0306.degrees latitude (g = 980.6199 gals.).
 FM0306
 FM0306.The modeled gravity was interpolated from observed gravity values.
 FM0306
 FM0306;                    North         East    Units  Estimated Accuracy
 FM0306;SPC TX N     - 1,136,780.      148,930.      MT  (+/- 180 meters Scaled)
 FM0306
 FM0306                          SUPERSEDED SURVEY CONTROL
 FM0306
 FM0306  NGVD 29 (??/??/92) 1141.957  (m)         3746.57   (f) ADJ UNCH    2 0
 FM0306
 FM0306.Superseded values are not recommended for survey control.
 FM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0306.See file dsdata.txt to determine how the superseded data were derived.
 FM0306
 FM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV674026(NAD 83)
 FM0306_MARKER: DD = SURVEY DISK
 FM0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0306_STAMPING: 1229 1935
 FM0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0306+STABILITY: SURFACE MOTION
 FM0306
 FM0306  HISTORY     - Date     Condition        Report By
 FM0306  HISTORY     - 1935     MONUMENTED       CGS
 FM0306  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0306  HISTORY     - 1987     GOOD             USPSQD
 FM0306
 FM0306                          STATION DESCRIPTION
 FM0306
 FM0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0306'2.75 MI N FROM BUSHLAND.
 FM0306'BENCHMARK IS LOCATED ON ROAD GOING NORTH FROM BUSHLAND 2.8 MILES NORTH
 FM0306'OF RAILROAD.  0.65 MILES NORTH OF SOUTH LINE OF SECTION 160, BLOCK 9,
 FM0306'BS AND F SURVEY.  0.25 MILES NORTH OF BM NO. 1228.  3.0 FEET EAST OF
 FM0306'FENCE.  NEAR CENTER CUT IN ROAD ON EAST SIDE.
 FM0306
 FM0306                          STATION RECOVERY (1980)
 FM0306
 FM0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0306'MARK NOT FOUND.
 FM0306
 FM0306                          STATION RECOVERY (1987)
 FM0306
 FM0306'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 FM0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0485 ***********************************************************************
 BL0485  DESIGNATION -  123
 BL0485  PID         -  BL0485
 BL0485  STATE/COUNTY-  TX/HARDIN
 BL0485  USGS QUAD   -  VOTAW (1984)
 BL0485
 BL0485                         *CURRENT SURVEY CONTROL
 BL0485  ___________________________________________________________________
 BL0485* NAD 83(1986)-  30 25 54.     (N)    094 39 01.     (W)     SCALED    
 BL0485* NAVD 88     -        39.32   (+/-2cm)     129.0    (feet)  VERTCON   
 BL0485  ___________________________________________________________________
 BL0485  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL0485
 BL0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0485
 BL0485.The horizontal coordinates were scaled from a topographic map and have
 BL0485.an estimated accuracy of +/- 6 seconds.
 BL0485
 BL0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0485.The vertical order pertains to the NGVD 29 superseded value.
 BL0485
 BL0485.The geoid height was determined by GEOID03.
 BL0485
 BL0485;                    North         East    Units  Estimated Accuracy
 BL0485;SPC TX C     - 3,098,750.    1,245,670.      MT  (+/- 180 meters Scaled)
 BL0485
 BL0485                          SUPERSEDED SURVEY CONTROL
 BL0485
 BL0485  NGVD 29 (??/??/92)   39.328  (m)          129.03   (f) ADJ UNCH    2 0
 BL0485
 BL0485.Superseded values are not recommended for survey control.
 BL0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0485.See file dsdata.txt to determine how the superseded data were derived.
 BL0485
 BL0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP415677(NAD 83)
 BL0485_MARKER: Z = SEE DESCRIPTION
 BL0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0485_SP_SET: RAIL
 BL0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0485
 BL0485  HISTORY     - Date     Condition        Report By
 BL0485  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0485  HISTORY     - 1935     GOOD             NGS
 BL0485
 BL0485                          STATION DESCRIPTION
 BL0485
 BL0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0485'1.5 MI E FROM VOTAW.
 BL0485'1.5 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0485'STATION AT VOTAW, HARDIN COUNTY, OPPOSITE MILEPOST 123, AND 8 FEET
 BL0485'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0485'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0305 ***********************************************************************
 DO0305  DESIGNATION -  123
 DO0305  PID         -  DO0305
 DO0305  STATE/COUNTY-  TX/WICHITA
 DO0305  USGS QUAD   -  IOWA PARK (1972)
 DO0305
 DO0305                         *CURRENT SURVEY CONTROL
 DO0305  ___________________________________________________________________
 DO0305* NAD 83(1986)-  33 56 44.     (N)    098 38 06.     (W)     SCALED    
 DO0305* NAVD 88     -       304.528  (meters)     999.11   (feet)  ADJUSTED  
 DO0305  ___________________________________________________________________
 DO0305  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DO0305  DYNAMIC HT  -         304.193 (meters)     998.01  (feet)  COMP
 DO0305  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 DO0305
 DO0305  VERT ORDER  -  FIRST     CLASS II
 DO0305
 DO0305.The horizontal coordinates were scaled from a topographic map and have
 DO0305.an estimated accuracy of +/- 6 seconds.
 DO0305
 DO0305.The orthometric height was determined by differential leveling
 DO0305.and adjusted by the National Geodetic Survey in June 1991..
 DO0305
 DO0305.The geoid height was determined by GEOID03.
 DO0305
 DO0305.The dynamic height is computed by dividing the NAVD 88
 DO0305.geopotential number by the normal gravity value computed on the
 DO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0305.degrees latitude (g = 980.6199 gals.).
 DO0305
 DO0305.The modeled gravity was interpolated from observed gravity values.
 DO0305
 DO0305;                    North         East    Units  Estimated Accuracy
 DO0305;SPC TXNC     - 2,252,730.      587,520.      MT  (+/- 180 meters Scaled)
 DO0305
 DO0305                          SUPERSEDED SURVEY CONTROL
 DO0305
 DO0305  NGVD 29 (??/??/92)  304.443  (m)          998.83   (f) ADJ UNCH    1 2
 DO0305
 DO0305.Superseded values are not recommended for survey control.
 DO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0305.See file dsdata.txt to determine how the superseded data were derived.
 DO0305
 DO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC337561(NAD 83)
 DO0305_MARKER: Z = SEE DESCRIPTION
 DO0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0305_SP_SET: MILEPOST
 DO0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0305
 DO0305  HISTORY     - Date     Condition        Report By
 DO0305  HISTORY     - UNK      MONUMENTED       BNRR
 DO0305  HISTORY     - 1957     GOOD             NGS
 DO0305  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0305
 DO0305                          STATION DESCRIPTION
 DO0305
 DO0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0305'2.0 MI SE FROM IOWA PARK.
 DO0305'2.0 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0305'IOWA PARK, WICHITA COUNTY, ON THE TOP OF CONCRETE MILEPOST 123.  THE
 DO0305'TOP OF THE MILEPOST.
 DO0305
 DO0305                          STATION RECOVERY (2001)
 DO0305
 DO0305'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0307 ***********************************************************************
 FM0307  DESIGNATION -  1230
 FM0307  PID         -  FM0307
 FM0307  STATE/COUNTY-  TX/POTTER
 FM0307  USGS QUAD   -  BUSHLAND (1984)
 FM0307
 FM0307                         *CURRENT SURVEY CONTROL
 FM0307  ___________________________________________________________________
 FM0307* NAD 83(1986)-  35 14 11.     (N)    102 03 40.     (W)     SCALED    
 FM0307* NAVD 88     -      1128.117  (meters)    3701.16   (feet)  ADJUSTED  
 FM0307  ___________________________________________________________________
 FM0307  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 FM0307  DYNAMIC HT  -        1126.761 (meters)    3696.72  (feet)  COMP
 FM0307  MODELED GRAV-     979,392.8   (mgal)                       NAVD 88
 FM0307
 FM0307  VERT ORDER  -  SECOND    CLASS 0
 FM0307
 FM0307.The horizontal coordinates were scaled from a topographic map and have
 FM0307.an estimated accuracy of +/- 6 seconds.
 FM0307
 FM0307.The orthometric height was determined by differential leveling
 FM0307.and adjusted by the National Geodetic Survey in June 1991..
 FM0307
 FM0307.The geoid height was determined by GEOID03.
 FM0307
 FM0307.The dynamic height is computed by dividing the NAVD 88
 FM0307.geopotential number by the normal gravity value computed on the
 FM0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0307.degrees latitude (g = 980.6199 gals.).
 FM0307
 FM0307.The modeled gravity was interpolated from observed gravity values.
 FM0307
 FM0307;                    North         East    Units  Estimated Accuracy
 FM0307;SPC TX N     - 1,137,310.      148,930.      MT  (+/- 180 meters Scaled)
 FM0307
 FM0307                          SUPERSEDED SURVEY CONTROL
 FM0307
 FM0307  NGVD 29 (??/??/92) 1127.629  (m)         3699.56   (f) ADJ UNCH    2 0
 FM0307
 FM0307.Superseded values are not recommended for survey control.
 FM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0307.See file dsdata.txt to determine how the superseded data were derived.
 FM0307
 FM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV674032(NAD 83)
 FM0307_MARKER: DD = SURVEY DISK
 FM0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0307_STAMPING: 1230 1935
 FM0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0307+STABILITY: SURFACE MOTION
 FM0307
 FM0307  HISTORY     - Date     Condition        Report By
 FM0307  HISTORY     - 1935     MONUMENTED       CGS
 FM0307  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0307
 FM0307                          STATION DESCRIPTION
 FM0307
 FM0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0307'3.2 MI N FROM BUSHLAND.
 FM0307'3.2 MILES NORTH BENCHMARK IS LOCATED ON ROAD GOING NORTH FROM
 FM0307'BUSHLAND.  ON EAST SIDE OF ROAD.  50.0 FEET EAST OF W-S FENCE.  3.0
 FM0307'FEET NORTH OF E-W FENCE.
 FM0307
 FM0307                          STATION RECOVERY (1980)
 FM0307
 FM0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0308 ***********************************************************************
 FM0308  DESIGNATION -  1231
 FM0308  PID         -  FM0308
 FM0308  STATE/COUNTY-  TX/POTTER
 FM0308  USGS QUAD   -  BUSHLAND (1984)
 FM0308
 FM0308                         *CURRENT SURVEY CONTROL
 FM0308  ___________________________________________________________________
 FM0308* NAD 83(1986)-  35 14 41.     (N)    102 03 45.     (W)     SCALED    
 FM0308* NAVD 88     -      1124.446  (meters)    3689.12   (feet)  ADJUSTED  
 FM0308  ___________________________________________________________________
 FM0308  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 FM0308  DYNAMIC HT  -        1123.098 (meters)    3684.70  (feet)  COMP
 FM0308  MODELED GRAV-     979,396.3   (mgal)                       NAVD 88
 FM0308
 FM0308  VERT ORDER  -  SECOND    CLASS 0
 FM0308
 FM0308.The horizontal coordinates were scaled from a topographic map and have
 FM0308.an estimated accuracy of +/- 6 seconds.
 FM0308
 FM0308.The orthometric height was determined by differential leveling
 FM0308.and adjusted by the National Geodetic Survey in June 1991..
 FM0308
 FM0308.The geoid height was determined by GEOID03.
 FM0308
 FM0308.The dynamic height is computed by dividing the NAVD 88
 FM0308.geopotential number by the normal gravity value computed on the
 FM0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0308.degrees latitude (g = 980.6199 gals.).
 FM0308
 FM0308.The modeled gravity was interpolated from observed gravity values.
 FM0308
 FM0308;                    North         East    Units  Estimated Accuracy
 FM0308;SPC TX N     - 1,138,230.      148,810.      MT  (+/- 180 meters Scaled)
 FM0308
 FM0308                          SUPERSEDED SURVEY CONTROL
 FM0308
 FM0308  NGVD 29 (??/??/92) 1123.959  (m)         3687.52   (f) ADJ UNCH    2 0
 FM0308
 FM0308.Superseded values are not recommended for survey control.
 FM0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0308.See file dsdata.txt to determine how the superseded data were derived.
 FM0308
 FM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV672041(NAD 83)
 FM0308_MARKER: DD = SURVEY DISK
 FM0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0308_STAMPING: 1231 1935
 FM0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0308+STABILITY: SURFACE MOTION
 FM0308
 FM0308  HISTORY     - Date     Condition        Report By
 FM0308  HISTORY     - 1935     MONUMENTED       CGS
 FM0308  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0308
 FM0308                          STATION DESCRIPTION
 FM0308
 FM0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0308'3.8 MI N FROM BUSHLAND.
 FM0308'3.8 MILES NORTH BENCHMARK IS LOCATED ON ROAD LEADING NORTH FROM
 FM0308'BUSHLAND.  ON EAST SIDE OF ROAD.  3 FEET EAST OF N-S FENCE.
 FM0308
 FM0308                          STATION RECOVERY (1980)
 FM0308
 FM0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0309 ***********************************************************************
 FM0309  DESIGNATION -  1232
 FM0309  PID         -  FM0309
 FM0309  STATE/COUNTY-  TX/POTTER
 FM0309  USGS QUAD   -  BUSHLAND (1984)
 FM0309
 FM0309                         *CURRENT SURVEY CONTROL
 FM0309  ___________________________________________________________________
 FM0309* NAD 83(1986)-  35 14 58.     (N)    102 03 46.     (W)     SCALED    
 FM0309* NAVD 88     -      1120.227  (meters)    3675.28   (feet)  ADJUSTED  
 FM0309  ___________________________________________________________________
 FM0309  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 FM0309  DYNAMIC HT  -        1118.886 (meters)    3670.88  (feet)  COMP
 FM0309  MODELED GRAV-     979,398.4   (mgal)                       NAVD 88
 FM0309
 FM0309  VERT ORDER  -  SECOND    CLASS 0
 FM0309
 FM0309.The horizontal coordinates were scaled from a topographic map and have
 FM0309.an estimated accuracy of +/- 6 seconds.
 FM0309
 FM0309.The orthometric height was determined by differential leveling
 FM0309.and adjusted by the National Geodetic Survey in June 1991..
 FM0309
 FM0309.The geoid height was determined by GEOID03.
 FM0309
 FM0309.The dynamic height is computed by dividing the NAVD 88
 FM0309.geopotential number by the normal gravity value computed on the
 FM0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0309.degrees latitude (g = 980.6199 gals.).
 FM0309
 FM0309.The modeled gravity was interpolated from observed gravity values.
 FM0309
 FM0309;                    North         East    Units  Estimated Accuracy
 FM0309;SPC TX N     - 1,138,760.      148,790.      MT  (+/- 180 meters Scaled)
 FM0309
 FM0309                          SUPERSEDED SURVEY CONTROL
 FM0309
 FM0309  NGVD 29 (??/??/92) 1119.743  (m)         3673.69   (f) ADJ UNCH    2 0
 FM0309
 FM0309.Superseded values are not recommended for survey control.
 FM0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0309.See file dsdata.txt to determine how the superseded data were derived.
 FM0309
 FM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV672046(NAD 83)
 FM0309_MARKER: DD = SURVEY DISK
 FM0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0309_STAMPING: 1232 1935
 FM0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0309+STABILITY: SURFACE MOTION
 FM0309
 FM0309  HISTORY     - Date     Condition        Report By
 FM0309  HISTORY     - 1935     MONUMENTED       CGS
 FM0309  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0309
 FM0309                          STATION DESCRIPTION
 FM0309
 FM0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0309'4.15 MI N FROM BUSHLAND.
 FM0309'4.15 MILES NORTH BENCHMARK IS LOCATED ON ROAD LEADING NORTH FROM
 FM0309'BUSHLAND.  ON EAST SIDE OF ROAD.  3 FEET EAST OF N-S FENCE.  A FRAME
 FM0309'RANCH HOUSE IS LOCATED 300 YARDS NORTHEAST OF BENCHMARK.
 FM0309
 FM0309                          STATION RECOVERY (1980)
 FM0309
 FM0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0312 ***********************************************************************
 FM0312  DESIGNATION -  1234
 FM0312  PID         -  FM0312
 FM0312  STATE/COUNTY-  TX/POTTER
 FM0312  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0312
 FM0312                         *CURRENT SURVEY CONTROL
 FM0312  ___________________________________________________________________
 FM0312* NAD 83(1986)-  35 17 10.     (N)    102 03 41.     (W)     SCALED    
 FM0312* NAVD 88     -      1068.211  (meters)    3504.62   (feet)  ADJUSTED  
 FM0312  ___________________________________________________________________
 FM0312  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 FM0312  DYNAMIC HT  -        1066.946 (meters)    3500.47  (feet)  COMP
 FM0312  MODELED GRAV-     979,413.2   (mgal)                       NAVD 88
 FM0312
 FM0312  VERT ORDER  -  SECOND    CLASS 0
 FM0312
 FM0312.The horizontal coordinates were scaled from a topographic map and have
 FM0312.an estimated accuracy of +/- 6 seconds.
 FM0312
 FM0312.The orthometric height was determined by differential leveling
 FM0312.and adjusted by the National Geodetic Survey in June 1991..
 FM0312
 FM0312.The geoid height was determined by GEOID03.
 FM0312
 FM0312.The dynamic height is computed by dividing the NAVD 88
 FM0312.geopotential number by the normal gravity value computed on the
 FM0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0312.degrees latitude (g = 980.6199 gals.).
 FM0312
 FM0312.The modeled gravity was interpolated from observed gravity values.
 FM0312
 FM0312;                    North         East    Units  Estimated Accuracy
 FM0312;SPC TX N     - 1,142,820.      148,940.      MT  (+/- 180 meters Scaled)
 FM0312
 FM0312                          SUPERSEDED SURVEY CONTROL
 FM0312
 FM0312  NGVD 29 (??/??/92) 1067.731  (m)         3503.05   (f) ADJ UNCH    2 0
 FM0312
 FM0312.Superseded values are not recommended for survey control.
 FM0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0312.See file dsdata.txt to determine how the superseded data were derived.
 FM0312
 FM0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV672087(NAD 83)
 FM0312_MARKER: DD = SURVEY DISK
 FM0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0312_STAMPING: 1234 1935
 FM0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0312+STABILITY: SURFACE MOTION
 FM0312
 FM0312  HISTORY     - Date     Condition        Report By
 FM0312  HISTORY     - 1935     MONUMENTED       CGS
 FM0312  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0312
 FM0312                          STATION DESCRIPTION
 FM0312
 FM0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0312'7.2 MI N FROM BUSHLAND.
 FM0312'BENCHMARK IS LOCATED ON ROAD LEADING NORTH FROM BUSHLAND ABOUT 0.9
 FM0312'MILES NORTHWEST OF WHERE BUSHLAND ROAD UNITES WITH TASCOSA ROAD FROM
 FM0312'AMARILLO.  ON EAST SIDE OF ROAD ABOUT 200 YARDS BEYOND WHERE LONG
 FM0312'STRAIGHT-AWAY BEGINS.  3 FEET EAST OF FENCE.
 FM0312
 FM0312                          STATION RECOVERY (1966)
 FM0312
 FM0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0313 ***********************************************************************
 FM0313  DESIGNATION -  1235
 FM0313  PID         -  FM0313
 FM0313  STATE/COUNTY-  TX/POTTER
 FM0313  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0313
 FM0313                         *CURRENT SURVEY CONTROL
 FM0313  ___________________________________________________________________
 FM0313* NAD 83(1986)-  35 17 38.     (N)    102 03 58.     (W)     SCALED    
 FM0313* NAVD 88     -      1060.042  (meters)    3477.82   (feet)  ADJUSTED  
 FM0313  ___________________________________________________________________
 FM0313  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 FM0313  DYNAMIC HT  -        1058.787 (meters)    3473.70  (feet)  COMP
 FM0313  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 FM0313
 FM0313  VERT ORDER  -  SECOND    CLASS 0
 FM0313
 FM0313.The horizontal coordinates were scaled from a topographic map and have
 FM0313.an estimated accuracy of +/- 6 seconds.
 FM0313
 FM0313.The orthometric height was determined by differential leveling
 FM0313.and adjusted by the National Geodetic Survey in June 1991..
 FM0313
 FM0313.The geoid height was determined by GEOID03.
 FM0313
 FM0313.The dynamic height is computed by dividing the NAVD 88
 FM0313.geopotential number by the normal gravity value computed on the
 FM0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0313.degrees latitude (g = 980.6199 gals.).
 FM0313
 FM0313.The modeled gravity was interpolated from observed gravity values.
 FM0313
 FM0313;                    North         East    Units  Estimated Accuracy
 FM0313;SPC TX N     - 1,143,690.      148,510.      MT  (+/- 180 meters Scaled)
 FM0313
 FM0313                          SUPERSEDED SURVEY CONTROL
 FM0313
 FM0313  NGVD 29 (??/??/92) 1059.564  (m)         3476.25   (f) ADJ UNCH    2 0
 FM0313
 FM0313.Superseded values are not recommended for survey control.
 FM0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0313.See file dsdata.txt to determine how the superseded data were derived.
 FM0313
 FM0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV668095(NAD 83)
 FM0313_MARKER: DD = SURVEY DISK
 FM0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0313_STAMPING: 1235 1935
 FM0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0313+STABILITY: SURFACE MOTION
 FM0313
 FM0313  HISTORY     - Date     Condition        Report By
 FM0313  HISTORY     - 1935     MONUMENTED       CGS
 FM0313  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0313
 FM0313                          STATION DESCRIPTION
 FM0313
 FM0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0313'7.8 MI N FROM BUSHLAND.
 FM0313'BENCHMARK IS LOCATED ON ROAD NORTH FROM BUSHLAND 6.3 MILES TO WHERE
 FM0313'BUSHLAND ROAD JOINS TASCOSA ROAD FROM AMARILLO.  THEN ALONG TASCOSA
 FM0313'ROAD 1.5 MILES.  ON EAST SIDE OF ROAD 3 FEET EAST OF FENCE.  100 FEET
 FM0313'SOUTH OF FENCE.
 FM0313
 FM0313                          STATION RECOVERY (1966)
 FM0313
 FM0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3732 ***********************************************************************
 AW3732  DESIGNATION -  1235+00 400 USE
 AW3732  PID         -  AW3732
 AW3732  STATE/COUNTY-  TX/HARRIS
 AW3732  USGS QUAD   -  PARK PLACE (1995)
 AW3732
 AW3732                         *CURRENT SURVEY CONTROL
 AW3732  ___________________________________________________________________
 AW3732* NAD 83(1986)-  29 43 46.     (N)    095 16 30.     (W)     SCALED    
 AW3732* NAVD 88     -         7.98   (+/-2cm)      26.2    (feet)  VERTCON   
 AW3732  ___________________________________________________________________
 AW3732  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW3732
 AW3732  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3732
 AW3732.The horizontal coordinates were scaled from a topographic map and have
 AW3732.an estimated accuracy of +/- 6 seconds.
 AW3732
 AW3732.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3732.The vertical order pertains to the NGVD 29 superseded value.
 AW3732
 AW3732.The geoid height was determined by GEOID03.
 AW3732
 AW3732;                    North         East    Units  Estimated Accuracy
 AW3732;SPC TXSC     - 4,215,880.      960,280.      MT  (+/- 180 meters Scaled)
 AW3732
 AW3732                          SUPERSEDED SURVEY CONTROL
 AW3732
 AW3732  NGVD 29 (??/??/92)    7.981  (m)           26.18   (f) ADJ UNCH    1 2
 AW3732
 AW3732.Superseded values are not recommended for survey control.
 AW3732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3732.See file dsdata.txt to determine how the superseded data were derived.
 AW3732
 AW3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN799909(NAD 83)
 AW3732_MARKER: DD = SURVEY DISK
 AW3732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3732+STABILITY: SURFACE MOTION
 AW3732
 AW3732  HISTORY     - Date     Condition        Report By
 AW3732  HISTORY     - UNK      MONUMENTED       USE
 AW3732  HISTORY     - 1954     MARK NOT FOUND   NGS
 AW3732  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3732
 AW3732                          STATION DESCRIPTION
 AW3732
 AW3732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3732'1.5 MI SE FROM HOUSTON.
 AW3732'1.5 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE TURNING
 AW3732'BASIN AT HOUSTON, HARRIS COUNTY, 400 FEET EAST OF THE CENTERLINE OF
 AW3732'THE CHANNEL, 295 FEET SOUTH OF A SMALL BANK CUT, AND SET IN THE TOP OF
 AW3732'A CONCRETE AND TILE POST INSCRIBED 1235+00 400 AND PROJECTING 1 INCH
 AW3732'ABOVE GROUND.
 AW3732
 AW3732                          STATION RECOVERY (1964)
 AW3732
 AW3732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0314 ***********************************************************************
 FM0314  DESIGNATION -  1236
 FM0314  PID         -  FM0314
 FM0314  STATE/COUNTY-  TX/POTTER
 FM0314  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0314
 FM0314                         *CURRENT SURVEY CONTROL
 FM0314  ___________________________________________________________________
 FM0314* NAD 83(1986)-  35 18 26.     (N)    102 04 23.     (W)     SCALED    
 FM0314* NAVD 88     -      1057.135  (meters)    3468.28   (feet)  ADJUSTED  
 FM0314  ___________________________________________________________________
 FM0314  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 FM0314  DYNAMIC HT  -        1055.885 (meters)    3464.18  (feet)  COMP
 FM0314  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 FM0314
 FM0314  VERT ORDER  -  SECOND    CLASS 0
 FM0314
 FM0314.The horizontal coordinates were scaled from a topographic map and have
 FM0314.an estimated accuracy of +/- 6 seconds.
 FM0314
 FM0314.The orthometric height was determined by differential leveling
 FM0314.and adjusted by the National Geodetic Survey in June 1991..
 FM0314
 FM0314.The geoid height was determined by GEOID03.
 FM0314
 FM0314.The dynamic height is computed by dividing the NAVD 88
 FM0314.geopotential number by the normal gravity value computed on the
 FM0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0314.degrees latitude (g = 980.6199 gals.).
 FM0314
 FM0314.The modeled gravity was interpolated from observed gravity values.
 FM0314
 FM0314;                    North         East    Units  Estimated Accuracy
 FM0314;SPC TX N     - 1,145,170.      147,890.      MT  (+/- 180 meters Scaled)
 FM0314
 FM0314                          SUPERSEDED SURVEY CONTROL
 FM0314
 FM0314  NGVD 29 (??/??/92) 1056.658  (m)         3466.72   (f) ADJ UNCH    2 0
 FM0314
 FM0314.Superseded values are not recommended for survey control.
 FM0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0314.See file dsdata.txt to determine how the superseded data were derived.
 FM0314
 FM0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV661110(NAD 83)
 FM0314_MARKER: DD = SURVEY DISK
 FM0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0314_STAMPING: 1236 1935
 FM0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0314+STABILITY: SURFACE MOTION
 FM0314
 FM0314  HISTORY     - Date     Condition        Report By
 FM0314  HISTORY     - 1935     MONUMENTED       CGS
 FM0314  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0314
 FM0314                          STATION DESCRIPTION
 FM0314
 FM0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0314'8.8 MI N FROM BUSHLAND.
 FM0314'BENCHMARK IS LOCATED NORTH FROM BUSHLAND 6.3 MILES TO WHERE BUSHLAND
 FM0314'ROAD JOINS WITH TASCOSA ROAD FROM AMARILLO.  THEN ALONG TASCOSA ROAD
 FM0314'2.9 MILES.  ON EAST SIDE OF ROAD.  3 FEET EAST OF N-S FENCE.
 FM0314
 FM0314                          STATION RECOVERY (1966)
 FM0314
 FM0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0315 ***********************************************************************
 FM0315  DESIGNATION -  1237
 FM0315  PID         -  FM0315
 FM0315  STATE/COUNTY-  TX/POTTER
 FM0315  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0315
 FM0315                         *CURRENT SURVEY CONTROL
 FM0315  ___________________________________________________________________
 FM0315* NAD 83(1986)-  35 18 47.     (N)    102 04 31.     (W)     SCALED    
 FM0315* NAVD 88     -      1056.298  (meters)    3465.54   (feet)  ADJUSTED  
 FM0315  ___________________________________________________________________
 FM0315  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 FM0315  DYNAMIC HT  -        1055.050 (meters)    3461.44  (feet)  COMP
 FM0315  MODELED GRAV-     979,416.2   (mgal)                       NAVD 88
 FM0315
 FM0315  VERT ORDER  -  SECOND    CLASS 0
 FM0315
 FM0315.The horizontal coordinates were scaled from a topographic map and have
 FM0315.an estimated accuracy of +/- 6 seconds.
 FM0315
 FM0315.The orthometric height was determined by differential leveling
 FM0315.and adjusted by the National Geodetic Survey in June 1991..
 FM0315
 FM0315.The geoid height was determined by GEOID03.
 FM0315
 FM0315.The dynamic height is computed by dividing the NAVD 88
 FM0315.geopotential number by the normal gravity value computed on the
 FM0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0315.degrees latitude (g = 980.6199 gals.).
 FM0315
 FM0315.The modeled gravity was interpolated from observed gravity values.
 FM0315
 FM0315;                    North         East    Units  Estimated Accuracy
 FM0315;SPC TX N     - 1,145,820.      147,690.      MT  (+/- 180 meters Scaled)
 FM0315
 FM0315                          SUPERSEDED SURVEY CONTROL
 FM0315
 FM0315  NGVD 29 (??/??/92) 1055.822  (m)         3463.98   (f) ADJ UNCH    2 0
 FM0315
 FM0315.Superseded values are not recommended for survey control.
 FM0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0315.See file dsdata.txt to determine how the superseded data were derived.
 FM0315
 FM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV659116(NAD 83)
 FM0315_MARKER: DD = SURVEY DISK
 FM0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0315_STAMPING: 1237 1935
 FM0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0315+STABILITY: SURFACE MOTION
 FM0315
 FM0315  HISTORY     - Date     Condition        Report By
 FM0315  HISTORY     - 1935     MONUMENTED       CGS
 FM0315  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0315
 FM0315                          STATION DESCRIPTION
 FM0315
 FM0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0315'9.2 MI N FROM BUSHLAND.
 FM0315'BENCHMARK IS LOCATED NORTH FROM BUSHLAND 6.3 MILES TO WHERE BUSHLAND
 FM0315'ROAD JOINS TASCOSA ROAD FROM AMARILLO.  THEN 3.3 MILES ALONG TASCOSA
 FM0315'ROAD.  ON EAST SIDE OF ROAD.  3 FEET EAST OF FENCE.
 FM0315
 FM0315                          STATION RECOVERY (1966)
 FM0315
 FM0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0316 ***********************************************************************
 FM0316  DESIGNATION -  1238
 FM0316  PID         -  FM0316
 FM0316  STATE/COUNTY-  TX/POTTER
 FM0316  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0316
 FM0316                         *CURRENT SURVEY CONTROL
 FM0316  ___________________________________________________________________
 FM0316* NAD 83(1986)-  35 19 11.     (N)    102 04 39.     (W)     SCALED    
 FM0316* NAVD 88     -      1050.528  (meters)    3446.61   (feet)  ADJUSTED  
 FM0316  ___________________________________________________________________
 FM0316  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FM0316  DYNAMIC HT  -        1049.287 (meters)    3442.54  (feet)  COMP
 FM0316  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 FM0316
 FM0316  VERT ORDER  -  SECOND    CLASS 0
 FM0316
 FM0316.The horizontal coordinates were scaled from a topographic map and have
 FM0316.an estimated accuracy of +/- 6 seconds.
 FM0316
 FM0316.The orthometric height was determined by differential leveling
 FM0316.and adjusted by the National Geodetic Survey in June 1991..
 FM0316
 FM0316.The geoid height was determined by GEOID03.
 FM0316
 FM0316.The dynamic height is computed by dividing the NAVD 88
 FM0316.geopotential number by the normal gravity value computed on the
 FM0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0316.degrees latitude (g = 980.6199 gals.).
 FM0316
 FM0316.The modeled gravity was interpolated from observed gravity values.
 FM0316
 FM0316;                    North         East    Units  Estimated Accuracy
 FM0316;SPC TX N     - 1,146,560.      147,490.      MT  (+/- 180 meters Scaled)
 FM0316
 FM0316                          SUPERSEDED SURVEY CONTROL
 FM0316
 FM0316  NGVD 29 (??/??/92) 1050.052  (m)         3445.05   (f) ADJ UNCH    2 0
 FM0316
 FM0316.Superseded values are not recommended for survey control.
 FM0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0316.See file dsdata.txt to determine how the superseded data were derived.
 FM0316
 FM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV656124(NAD 83)
 FM0316_MARKER: DD = SURVEY DISK
 FM0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0316_STAMPING: 1238 1935
 FM0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0316+STABILITY: SURFACE MOTION
 FM0316
 FM0316  HISTORY     - Date     Condition        Report By
 FM0316  HISTORY     - 1935     MONUMENTED       CGS
 FM0316  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0316
 FM0316                          STATION DESCRIPTION
 FM0316
 FM0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0316'9.7 MI N FROM BUSHLAND.
 FM0316'BENCHMARK IS LOCATED NORTH FROM BUSHLAND 6.3 MILES TO WHERE BUSHLAND
 FM0316'ROAD JOINS TASCOSA ROAD FROM AMARILLO.  THEN 3.8 MILES ALONG TASCOSA
 FM0316'ROAD.  ON EAST SIDE OF ROAD.  3 FEET EAST OF FENCE.  3 FEET SOUTH OF
 FM0316'FENCE.
 FM0316
 FM0316                          STATION RECOVERY (1966)
 FM0316
 FM0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0175 ***********************************************************************
 AH0175  DESIGNATION -  12.39
 AH0175  PID         -  AH0175
 AH0175  STATE/COUNTY-  TX/NUECES
 AH0175  USGS QUAD   -  PORT ARANSAS (1975)
 AH0175
 AH0175                         *CURRENT SURVEY CONTROL
 AH0175  ___________________________________________________________________
 AH0175* NAD 83(1986)-  27 51 55.     (N)    097 05 02.     (W)     SCALED    
 AH0175* NAVD 88     -         3.589  (meters)      11.77   (feet)  ADJUSTED  
 AH0175  ___________________________________________________________________
 AH0175  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AH0175  DYNAMIC HT  -           3.584 (meters)      11.76  (feet)  COMP
 AH0175  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 AH0175
 AH0175  VERT ORDER  -  FIRST     CLASS I
 AH0175
 AH0175.The horizontal coordinates were scaled from a topographic map and have
 AH0175.an estimated accuracy of +/- 6 seconds.
 AH0175
 AH0175.The orthometric height was determined by differential leveling
 AH0175.and adjusted by the National Geodetic Survey in December 1997..
 AH0175
 AH0175.The geoid height was determined by GEOID03.
 AH0175
 AH0175.The dynamic height is computed by dividing the NAVD 88
 AH0175.geopotential number by the normal gravity value computed on the
 AH0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0175.degrees latitude (g = 980.6199 gals.).
 AH0175
 AH0175.The modeled gravity was interpolated from observed gravity values.
 AH0175
 AH0175;                    North         East    Units  Estimated Accuracy
 AH0175;SPC TX S     - 5,244,380.      439,460.      MT  (+/- 180 meters Scaled)
 AH0175
 AH0175                          SUPERSEDED SURVEY CONTROL
 AH0175
 AH0175  NAVD 88 (06/15/91)    3.591  (m)           11.78   (f) UNKNOWN     1 1
 AH0175
 AH0175.Superseded values are not recommended for survey control.
 AH0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0175.See file dsdata.txt to determine how the superseded data were derived.
 AH0175
 AH0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR886837(NAD 83)
 AH0175_MARKER: DB = BENCH MARK DISK
 AH0175_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH0175_SP_SET: BRIDGE ABUTMENT
 AH0175_STAMPING: 12.39
 AH0175_MARK LOGO: TXHD  
 AH0175_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0175+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2004
 AH0175
 AH0175  HISTORY     - Date     Condition        Report By
 AH0175  HISTORY     - UNK      MONUMENTED       TXHD
 AH0175  HISTORY     - 1978     GOOD             NGS
 AH0175  HISTORY     - 1989     GOOD             USPSQD
 AH0175  HISTORY     - 19970203 GOOD             NGS
 AH0175  HISTORY     - 20040227 GOOD             USPSQD
 AH0175
 AH0175                          STATION DESCRIPTION
 AH0175
 AH0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0175'4.1 MI SE FROM ARANSAS PASS.
 AH0175'4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 361 FROM THE JUNCTION WITH
 AH0175'STATE HIGHWAY 35 BUSINESS IN ARANSAS PASS, SET IN THE TOP OF THE
 AH0175'SOUTHWEST END OF THE SOUTHWEST CONCRETE BRIDGE ABUTMENT LOCATED AT
 AH0175'HARBOR ISLAND, 13 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 AH0175'AND 7 FEET SOUTHEAST OF THE SOUTHEAST END OF A METAL GUARD RAIL.
 AH0175
 AH0175                          STATION RECOVERY (1989)
 AH0175
 AH0175'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0175'RECOVERED IN GOOD CONDITION.
 AH0175
 AH0175                          STATION RECOVERY (1997)
 AH0175
 AH0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0175'7.0 KM (4.35 MI) EASTERLY ALONG STATE HIGHWAY 361 FROM THE POST OFFICE
 AH0175'IN ARANSAS PASS, IN TOP OF AND 0.4 M (1.3 FT) NORTHEAST OF THE
 AH0175'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 AH0175'AT THE NORTH END OF HARBOR ISLAND, 4.0 M (13.1 FT) SOUTHWEST OF THE
 AH0175'HIGHWAY CENTERLINE, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 AH0175'0.1 M (0.3 FT) NORTHEAST OF THE NORTHEAST EDGE OF A BRIDGE RAIL.
 AH0175
 AH0175                          STATION RECOVERY (2004)
 AH0175
 AH0175'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0317 ***********************************************************************
 FM0317  DESIGNATION -  1239
 FM0317  PID         -  FM0317
 FM0317  STATE/COUNTY-  TX/POTTER
 FM0317  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0317
 FM0317                         *CURRENT SURVEY CONTROL
 FM0317  ___________________________________________________________________
 FM0317* NAD 83(1986)-  35 19 44.     (N)    102 04 52.     (W)     SCALED    
 FM0317* NAVD 88     -      1040.370  (meters)    3413.28   (feet)  ADJUSTED  
 FM0317  ___________________________________________________________________
 FM0317  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 FM0317  DYNAMIC HT  -        1039.141 (meters)    3409.25  (feet)  COMP
 FM0317  MODELED GRAV-     979,417.9   (mgal)                       NAVD 88
 FM0317
 FM0317  VERT ORDER  -  SECOND    CLASS 0
 FM0317
 FM0317.The horizontal coordinates were scaled from a topographic map and have
 FM0317.an estimated accuracy of +/- 6 seconds.
 FM0317
 FM0317.The orthometric height was determined by differential leveling
 FM0317.and adjusted by the National Geodetic Survey in June 1991..
 FM0317
 FM0317.The geoid height was determined by GEOID03.
 FM0317
 FM0317.The dynamic height is computed by dividing the NAVD 88
 FM0317.geopotential number by the normal gravity value computed on the
 FM0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0317.degrees latitude (g = 980.6199 gals.).
 FM0317
 FM0317.The modeled gravity was interpolated from observed gravity values.
 FM0317
 FM0317;                    North         East    Units  Estimated Accuracy
 FM0317;SPC TX N     - 1,147,580.      147,170.      MT  (+/- 180 meters Scaled)
 FM0317
 FM0317                          SUPERSEDED SURVEY CONTROL
 FM0317
 FM0317  NGVD 29 (??/??/92) 1039.895  (m)         3411.72   (f) ADJ UNCH    2 0
 FM0317
 FM0317.Superseded values are not recommended for survey control.
 FM0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0317.See file dsdata.txt to determine how the superseded data were derived.
 FM0317
 FM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV653134(NAD 83)
 FM0317_MARKER: DD = SURVEY DISK
 FM0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0317_STAMPING: 1239 1935
 FM0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0317+STABILITY: SURFACE MOTION
 FM0317
 FM0317  HISTORY     - Date     Condition        Report By
 FM0317  HISTORY     - 1935     MONUMENTED       CGS
 FM0317  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0317
 FM0317                          STATION DESCRIPTION
 FM0317
 FM0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0317'10.3 MI N FROM BUSHLAND.
 FM0317'BENCHMARK IS LOCATED NORTH FROM BUSHLAND 6.3 MILES TO WHERE BUSHLAND
 FM0317'ROAD JOINS TASCOSA ROAD FROM AMARILLO.  THEN 4.45 MILES ALONG TASCOSA
 FM0317'ROAD.  1/3 MILE NORTH OF FENCE, ON EAST SIDE OF ROAD.  3 FEET EAST OF
 FM0317'FENCE.
 FM0317
 FM0317                          STATION RECOVERY (1966)
 FM0317
 FM0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0484 ***********************************************************************
 BL0484  DESIGNATION -  124
 BL0484  PID         -  BL0484
 BL0484  STATE/COUNTY-  TX/HARDIN
 BL0484  USGS QUAD   -  VOTAW (1984)
 BL0484
 BL0484                         *CURRENT SURVEY CONTROL
 BL0484  ___________________________________________________________________
 BL0484* NAD 83(1986)-  30 25 44.     (N)    094 37 59.     (W)     SCALED    
 BL0484* NAVD 88     -        40.50   (+/-2cm)     132.9    (feet)  VERTCON   
 BL0484  ___________________________________________________________________
 BL0484  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL0484
 BL0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0484
 BL0484.The horizontal coordinates were scaled from a topographic map and have
 BL0484.an estimated accuracy of +/- 6 seconds.
 BL0484
 BL0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0484.The vertical order pertains to the NGVD 29 superseded value.
 BL0484
 BL0484.The geoid height was determined by GEOID03.
 BL0484
 BL0484;                    North         East    Units  Estimated Accuracy
 BL0484;SPC TX C     - 3,098,520.    1,247,340.      MT  (+/- 180 meters Scaled)
 BL0484
 BL0484                          SUPERSEDED SURVEY CONTROL
 BL0484
 BL0484  NGVD 29 (??/??/92)   40.506  (m)          132.89   (f) ADJ UNCH    2 0
 BL0484
 BL0484.Superseded values are not recommended for survey control.
 BL0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0484.See file dsdata.txt to determine how the superseded data were derived.
 BL0484
 BL0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP431674(NAD 83)
 BL0484_MARKER: Z = SEE DESCRIPTION
 BL0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0484_SP_SET: RAIL
 BL0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0484
 BL0484  HISTORY     - Date     Condition        Report By
 BL0484  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0484  HISTORY     - 1935     GOOD             NGS
 BL0484
 BL0484                          STATION DESCRIPTION
 BL0484
 BL0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0484'1.7 MI W FROM THICKET.
 BL0484'1.7 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0484'STATION AT THICKET, HARDIN COUNTY, OPPOSITE MILEPOST 124, AND 8 FEET
 BL0484'SOUTH OF THE CENTERLINE OF THE TRACK. THE HIGHEST POINT OF A SECTION
 BL0484'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0001 ***********************************************************************
 AJ0001  DESIGNATION -  124
 AJ0001  PID         -  AJ0001
 AJ0001  STATE/COUNTY-  TX/JIM WELLS
 AJ0001  USGS QUAD   -  ALICE NORTH (1963)
 AJ0001
 AJ0001                         *CURRENT SURVEY CONTROL
 AJ0001  ___________________________________________________________________
 AJ0001* NAD 83(1986)-  27 45 52.     (N)    098 00 11.     (W)     SCALED    
 AJ0001* NAVD 88     -        51.869  (meters)     170.17   (feet)  ADJUSTED  
 AJ0001  ___________________________________________________________________
 AJ0001  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AJ0001  DYNAMIC HT  -          51.789 (meters)     169.91  (feet)  COMP
 AJ0001  MODELED GRAV-     979,100.3   (mgal)                       NAVD 88
 AJ0001
 AJ0001  VERT ORDER  -  FIRST     CLASS II
 AJ0001
 AJ0001.The horizontal coordinates were scaled from a topographic map and have
 AJ0001.an estimated accuracy of +/- 6 seconds.
 AJ0001
 AJ0001.The orthometric height was determined by differential leveling
 AJ0001.and adjusted by the National Geodetic Survey in June 1991..
 AJ0001.WARNING-Repeat measurements at this control monument indicate possible
 AJ0001.vertical movement.
 AJ0001
 AJ0001.The geoid height was determined by GEOID03.
 AJ0001
 AJ0001.The dynamic height is computed by dividing the NAVD 88
 AJ0001.geopotential number by the normal gravity value computed on the
 AJ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0001.degrees latitude (g = 980.6199 gals.).
 AJ0001
 AJ0001.The modeled gravity was interpolated from observed gravity values.
 AJ0001
 AJ0001;                    North         East    Units  Estimated Accuracy
 AJ0001;SPC TX S     - 5,232,520.      348,990.      MT  (+/- 180 meters Scaled)
 AJ0001
 AJ0001                          SUPERSEDED SURVEY CONTROL
 AJ0001
 AJ0001  NGVD 29 (??/??/92)   51.973  (m)          170.51   (f) ADJ UNCH    1 2
 AJ0001
 AJ0001.Superseded values are not recommended for survey control.
 AJ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0001.See file dsdata.txt to determine how the superseded data were derived.
 AJ0001
 AJ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR982715(NAD 83)
 AJ0001_MARKER: Z = SEE DESCRIPTION
 AJ0001_SETTING: 0 = UNSPECIFIED SETTING
 AJ0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0001
 AJ0001  HISTORY     - Date     Condition        Report By
 AJ0001  HISTORY     - UNK      MONUMENTED
 AJ0001  HISTORY     - 1950     GOOD             NGS
 AJ0001
 AJ0001                          STATION DESCRIPTION
 AJ0001
 AJ0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AJ0001'4.6 MI E FROM ALICE.
 AJ0001'4.6 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0001'ALICE, 43 FEET NORTH OF THE NORTH RAIL, 3 FEET NORTH OF MILEPOST 124,
 AJ0001'4 FEET SOUTH OF A FENCE, 3.6 FEET SOUTH OF A WITNESS POST, THE HIGHEST
 AJ0001'POINT OF A VERTICAL SECTION OF RAIL WHICH PROJECTS 0.5 FOOT ABOVE THE
 AJ0001'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0318 ***********************************************************************
 FM0318  DESIGNATION -  1240
 FM0318  PID         -  FM0318
 FM0318  STATE/COUNTY-  TX/POTTER
 FM0318  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0318
 FM0318                         *CURRENT SURVEY CONTROL
 FM0318  ___________________________________________________________________
 FM0318* NAD 83(1986)-  35 20 13.     (N)    102 05 02.     (W)     SCALED    
 FM0318* NAVD 88     -      1030.724  (meters)    3381.63   (feet)  ADJUSTED  
 FM0318  ___________________________________________________________________
 FM0318  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 FM0318  DYNAMIC HT  -        1029.507 (meters)    3377.64  (feet)  COMP
 FM0318  MODELED GRAV-     979,418.7   (mgal)                       NAVD 88
 FM0318
 FM0318  VERT ORDER  -  SECOND    CLASS 0
 FM0318
 FM0318.The horizontal coordinates were scaled from a topographic map and have
 FM0318.an estimated accuracy of +/- 6 seconds.
 FM0318
 FM0318.The orthometric height was determined by differential leveling
 FM0318.and adjusted by the National Geodetic Survey in June 1991..
 FM0318
 FM0318.The geoid height was determined by GEOID03.
 FM0318
 FM0318.The dynamic height is computed by dividing the NAVD 88
 FM0318.geopotential number by the normal gravity value computed on the
 FM0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0318.degrees latitude (g = 980.6199 gals.).
 FM0318
 FM0318.The modeled gravity was interpolated from observed gravity values.
 FM0318
 FM0318;                    North         East    Units  Estimated Accuracy
 FM0318;SPC TX N     - 1,148,470.      146,920.      MT  (+/- 180 meters Scaled)
 FM0318
 FM0318                          SUPERSEDED SURVEY CONTROL
 FM0318
 FM0318  NGVD 29 (??/??/92) 1030.249  (m)         3380.08   (f) ADJ UNCH    2 0
 FM0318
 FM0318.Superseded values are not recommended for survey control.
 FM0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0318.See file dsdata.txt to determine how the superseded data were derived.
 FM0318
 FM0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV650143(NAD 83)
 FM0318_MARKER: DD = SURVEY DISK
 FM0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0318_STAMPING: 1240 1935
 FM0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0318+STABILITY: SURFACE MOTION
 FM0318
 FM0318  HISTORY     - Date     Condition        Report By
 FM0318  HISTORY     - 1935     MONUMENTED       CGS
 FM0318  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0318
 FM0318                          STATION DESCRIPTION
 FM0318
 FM0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0318'10.9 MI N FROM BUSHLAND.
 FM0318'BENCHMARK IS LOCATED NORTH FROM BUSHLAND 6.3 MILES TO WHERE BUSHLAND
 FM0318'ROAD JOINS TASCOSA ROAD FROM AMARILLO.  THEN 5.1 MILES ALONG TASCOSA
 FM0318'ROAD.  3 MILES NORTH OF DEEP CREEK ON EAST SIDE OF ROAD.  3 FEET EAST
 FM0318'OF FENCE.  AN OLD RANCH HOUSE IS LOCATED 400 YARDS SOUTHEAST OF
 FM0318'BENCHMARK.
 FM0318
 FM0318                          STATION RECOVERY (1966)
 FM0318
 FM0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1855 ***********************************************************************
 BK1855  DESIGNATION -  124.04 ATSFRR
 BK1855  PID         -  BK1855
 BK1855  STATE/COUNTY-  TX/JASPER
 BK1855  USGS QUAD   -  KIRBYVILLE (1984)
 BK1855
 BK1855                         *CURRENT SURVEY CONTROL
 BK1855  ___________________________________________________________________
 BK1855* NAD 83(1986)-  30 38 23.     (N)    093 53 35.     (W)     SCALED    
 BK1855* NAVD 88     -        38.16   (+/-2cm)     125.2    (feet)  VERTCON   
 BK1855  ___________________________________________________________________
 BK1855  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BK1855
 BK1855  VERT ORDER  -  ? (See Below)
 BK1855
 BK1855.The horizontal coordinates were scaled from a topographic map and have
 BK1855.an estimated accuracy of +/- 6 seconds.
 BK1855
 BK1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1855.The vertical order pertains to the NGVD 29 superseded value.
 BK1855
 BK1855.The geoid height was determined by GEOID03.
 BK1855
 BK1855;                    North         East    Units  Estimated Accuracy
 BK1855;SPC TX C     - 3,125,730.    1,316,970.      MT  (+/- 180 meters Scaled)
 BK1855
 BK1855                          SUPERSEDED SURVEY CONTROL
 BK1855
 BK1855  NGVD 29 (??/??/??)   38.141  (m)          125.13   (f) ADJUSTED    ?  
 BK1855
 BK1855.Superseded values are not recommended for survey control.
 BK1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1855.See file dsdata.txt to determine how the superseded data were derived.
 BK1855
 BK1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP144900(NAD 83)
 BK1855_MARKER: Z = SEE DESCRIPTION
 BK1855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1855_SP_SET: RAIL
 BK1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1855
 BK1855  HISTORY     - Date     Condition        Report By
 BK1855  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1855  HISTORY     - 1932     GOOD             CGS
 BK1855  HISTORY     - 1934     GOOD             CGS
 BK1855
 BK1855                          STATION DESCRIPTION
 BK1855
 BK1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1855'3 MI N FROM CALL JUNCTION.
 BK1855'3.0 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1855'STATION AT CALL JUNCTION, JASPER COUNTY, 30 FEET WEST OF THE TRACK,
 BK1855'AND 3 FEET EAST OF MILE POLE 51.  THE TOP OF A VERTICAL RAIL
 BK1855'PROJECTING 1 FOOT ABOVE GROUND.
 BK1855
 BK1855                          STATION RECOVERY (1934)
 BK1855
 BK1855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0319 ***********************************************************************
 FM0319  DESIGNATION -  1241
 FM0319  PID         -  FM0319
 FM0319  STATE/COUNTY-  TX/POTTER
 FM0319  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0319
 FM0319                         *CURRENT SURVEY CONTROL
 FM0319  ___________________________________________________________________
 FM0319* NAD 83(1986)-  35 20 55.     (N)    102 05 20.     (W)     SCALED    
 FM0319* NAVD 88     -      1026.936  (meters)    3369.21   (feet)  ADJUSTED  
 FM0319  ___________________________________________________________________
 FM0319  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 FM0319  DYNAMIC HT  -        1025.724 (meters)    3365.23  (feet)  COMP
 FM0319  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 FM0319
 FM0319  VERT ORDER  -  SECOND    CLASS 0
 FM0319
 FM0319.The horizontal coordinates were scaled from a topographic map and have
 FM0319.an estimated accuracy of +/- 6 seconds.
 FM0319
 FM0319.The orthometric height was determined by differential leveling
 FM0319.and adjusted by the National Geodetic Survey in June 1991..
 FM0319
 FM0319.The geoid height was determined by GEOID03.
 FM0319
 FM0319.The dynamic height is computed by dividing the NAVD 88
 FM0319.geopotential number by the normal gravity value computed on the
 FM0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0319.degrees latitude (g = 980.6199 gals.).
 FM0319
 FM0319.The modeled gravity was interpolated from observed gravity values.
 FM0319
 FM0319;                    North         East    Units  Estimated Accuracy
 FM0319;SPC TX N     - 1,149,770.      146,480.      MT  (+/- 180 meters Scaled)
 FM0319
 FM0319                          SUPERSEDED SURVEY CONTROL
 FM0319
 FM0319  NGVD 29 (??/??/92) 1026.461  (m)         3367.65   (f) ADJ UNCH    2 0
 FM0319
 FM0319.Superseded values are not recommended for survey control.
 FM0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0319.See file dsdata.txt to determine how the superseded data were derived.
 FM0319
 FM0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV645155(NAD 83)
 FM0319_MARKER: DD = SURVEY DISK
 FM0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0319_STAMPING: 1241 1935
 FM0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0319+STABILITY: SURFACE MOTION
 FM0319
 FM0319  HISTORY     - Date     Condition        Report By
 FM0319  HISTORY     - 1935     MONUMENTED       CGS
 FM0319  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0319
 FM0319                          STATION DESCRIPTION
 FM0319
 FM0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0319'11.7 MI N FROM BUSHLAND.
 FM0319'BENCHMARK IS LOCATED NORTH FROM BUSHLAND 6.3 MILES TO WHERE BUSHLAND
 FM0319'ROAD JOINS WITH TASCOSA ROAD FROM AMARILLO.  THEN 6.0 MILES ALONG
 FM0319'TASCOSA ROAD.  1/3 MILE NORTH OF BRIDGE OVER CREEK.  ON EAST SIDE OF
 FM0319'ROAD.  4 FEET EAST OF FENCE.
 FM0319
 FM0319                          STATION RECOVERY (1966)
 FM0319
 FM0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0320 ***********************************************************************
 FM0320  DESIGNATION -  1242
 FM0320  PID         -  FM0320
 FM0320  STATE/COUNTY-  TX/POTTER
 FM0320  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0320
 FM0320                         *CURRENT SURVEY CONTROL
 FM0320  ___________________________________________________________________
 FM0320* NAD 83(1986)-  35 21 32.     (N)    102 05 32.     (W)     SCALED    
 FM0320* NAVD 88     -      1051.469  (meters)    3449.69   (feet)  ADJUSTED  
 FM0320  ___________________________________________________________________
 FM0320  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FM0320  DYNAMIC HT  -        1050.228 (meters)    3445.62  (feet)  COMP
 FM0320  MODELED GRAV-     979,417.9   (mgal)                       NAVD 88
 FM0320
 FM0320  VERT ORDER  -  SECOND    CLASS 0
 FM0320
 FM0320.The horizontal coordinates were scaled from a topographic map and have
 FM0320.an estimated accuracy of +/- 6 seconds.
 FM0320
 FM0320.The orthometric height was determined by differential leveling
 FM0320.and adjusted by the National Geodetic Survey in June 1991..
 FM0320
 FM0320.The geoid height was determined by GEOID03.
 FM0320
 FM0320.The dynamic height is computed by dividing the NAVD 88
 FM0320.geopotential number by the normal gravity value computed on the
 FM0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0320.degrees latitude (g = 980.6199 gals.).
 FM0320
 FM0320.The modeled gravity was interpolated from observed gravity values.
 FM0320
 FM0320;                    North         East    Units  Estimated Accuracy
 FM0320;SPC TX N     - 1,150,910.      146,180.      MT  (+/- 180 meters Scaled)
 FM0320
 FM0320                          SUPERSEDED SURVEY CONTROL
 FM0320
 FM0320  NGVD 29 (??/??/92) 1050.996  (m)         3448.14   (f) ADJ UNCH    2 0
 FM0320
 FM0320.Superseded values are not recommended for survey control.
 FM0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0320.See file dsdata.txt to determine how the superseded data were derived.
 FM0320
 FM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV642167(NAD 83)
 FM0320_MARKER: DD = SURVEY DISK
 FM0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0320_STAMPING: 1242 1935
 FM0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0320+STABILITY: SURFACE MOTION
 FM0320
 FM0320  HISTORY     - Date     Condition        Report By
 FM0320  HISTORY     - 1935     MONUMENTED       TXGS
 FM0320  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0320
 FM0320                          STATION DESCRIPTION
 FM0320
 FM0320'DESCRIBED BY TEXAS GEODETIC SURVEY 1935
 FM0320'12.4 MI N FROM BUSHLAND.
 FM0320'BENCHMARK IS LOCATED NORTH FROM BUSHLAND 6.3 MILES TO WHERE BUSHLAND
 FM0320'ROAD JOINS WITH TASCOSA ROAD FROM AMARILLO.  THEN 6.7 MILES ALONG
 FM0320'TASCOSA ROAD.  ON EAST SIDE OF ROAD.  4 FEET EAST OF FENCE.  1/3 MILE
 FM0320'SOUTH OF TOP OF LONG RIDGE.
 FM0320
 FM0320                          STATION RECOVERY (1966)
 FM0320
 FM0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2752 ***********************************************************************
 AW2752  DESIGNATION -  1249.45
 AW2752  PID         -  AW2752
 AW2752  STATE/COUNTY-  TX/GALVESTON
 AW2752  USGS QUAD   -  TEXAS CITY (1994)
 AW2752
 AW2752                         *CURRENT SURVEY CONTROL
 AW2752  ___________________________________________________________________
 AW2752* NAD 83(1986)-  29 22 45.     (N)    094 56 02.     (W)     SCALED    
 AW2752* NAVD 88     -         3.91   (+/-2cm)      12.8    (feet)  VERTCON   
 AW2752  ___________________________________________________________________
 AW2752  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW2752
 AW2752  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2752
 AW2752.The horizontal coordinates were scaled from a topographic map and have
 AW2752.an estimated accuracy of +/- 6 seconds.
 AW2752
 AW2752.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2752.The vertical order pertains to the NGVD 29 superseded value.
 AW2752
 AW2752.The geoid height was determined by GEOID03.
 AW2752
 AW2752;                    North         East    Units  Estimated Accuracy
 AW2752;SPC TXSC     - 4,178,180.      994,610.      MT  (+/- 180 meters Scaled)
 AW2752
 AW2752                          SUPERSEDED SURVEY CONTROL
 AW2752
 AW2752  NGVD 29 (??/??/92)    3.905  (m)           12.81   (f) ADJ UNCH    1 2
 AW2752
 AW2752.Superseded values are not recommended for survey control.
 AW2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2752.See file dsdata.txt to determine how the superseded data were derived.
 AW2752
 AW2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN123515(NAD 83)
 AW2752_MARKER: DD = SURVEY DISK
 AW2752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2752_STAMPING: 1249.45 PARC 457 W S
 AW2752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2752+STABILITY: SURFACE MOTION
 AW2752
 AW2752  HISTORY     - Date     Condition        Report By
 AW2752  HISTORY     - UNK      MONUMENTED       LOCENG
 AW2752  HISTORY     - 1964     GOOD             NGS
 AW2752  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2752  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2752  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2752  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2752  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2752  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2752  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2752  HISTORY     - 20000310 MARK NOT FOUND   USPSQD
 AW2752  HISTORY     - 20031216 MARK NOT FOUND   USPSQD
 AW2752
 AW2752                          STATION DESCRIPTION
 AW2752
 AW2752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2752'2.3 MI SW FROM TEXAS CITY.
 AW2752'ABOUT 0.25 MILE SOUTH ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS
 AW2752'CITY, THENCE 1.45 MILES WEST ALONG FARM ROAD 1765, THENCE 0.3 MILE
 AW2752'SOUTH ALONG 21ST STREET SOUTH, THENCE 0.3 MILE WEST ALONG 3RD AVENUE
 AW2752'SOUTH 28 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 66 FEET WEST OF
 AW2752'THE CENTER LINE OF THE MAIN ENTRANCE TO THE AMERICAN OIL COMPANY, 14
 AW2752'1/2 FEET WEST OF A CORNER FENCE POST FOR A WIRE MESH FENCE, 1 FOOT
 AW2752'NORTH OF A FENCE, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A
 AW2752'CONCRETE POST PROJECTING 4 INCHES.
 AW2752
 AW2752                          STATION RECOVERY (1987)
 AW2752
 AW2752'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW2752'MARK NOT FOUND.
 AW2752
 AW2752                          STATION RECOVERY (1988)
 AW2752
 AW2752'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW2752'MARK NOT FOUND.
 AW2752
 AW2752                          STATION RECOVERY (1988)
 AW2752
 AW2752'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW2752'MARK NOT FOUND.
 AW2752
 AW2752                          STATION RECOVERY (1988)
 AW2752
 AW2752'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2752'MARK NOT FOUND.
 AW2752
 AW2752                          STATION RECOVERY (1988)
 AW2752
 AW2752'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW2752'MARK NOT FOUND.
 AW2752
 AW2752                          STATION RECOVERY (1989)
 AW2752
 AW2752'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW2752'MARK NOT FOUND.
 AW2752
 AW2752                          STATION RECOVERY (1990)
 AW2752
 AW2752'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLS)
 AW2752'MARK NOT FOUND.
 AW2752
 AW2752                          STATION RECOVERY (2000)
 AW2752
 AW2752'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW2752'MARK NOT FOUND.
 AW2752
 AW2752                          STATION RECOVERY (2003)
 AW2752
 AW2752'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0483 ***********************************************************************
 BL0483  DESIGNATION -  125
 BL0483  PID         -  BL0483
 BL0483  STATE/COUNTY-  TX/HARDIN
 BL0483  USGS QUAD   -  BRAGG (1984)
 BL0483
 BL0483                         *CURRENT SURVEY CONTROL
 BL0483  ___________________________________________________________________
 BL0483* NAD 83(1986)-  30 25 33.     (N)    094 36 59.     (W)     SCALED    
 BL0483* NAVD 88     -        40.74   (+/-2cm)     133.7    (feet)  VERTCON   
 BL0483  ___________________________________________________________________
 BL0483  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL0483
 BL0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0483
 BL0483.The horizontal coordinates were scaled from a topographic map and have
 BL0483.an estimated accuracy of +/- 6 seconds.
 BL0483
 BL0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0483.The vertical order pertains to the NGVD 29 superseded value.
 BL0483
 BL0483.The geoid height was determined by GEOID03.
 BL0483
 BL0483;                    North         East    Units  Estimated Accuracy
 BL0483;SPC TX C     - 3,098,270.    1,248,960.      MT  (+/- 180 meters Scaled)
 BL0483
 BL0483                          SUPERSEDED SURVEY CONTROL
 BL0483
 BL0483  NGVD 29 (??/??/92)   40.744  (m)          133.67   (f) ADJ UNCH    2 0
 BL0483
 BL0483.Superseded values are not recommended for survey control.
 BL0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0483.See file dsdata.txt to determine how the superseded data were derived.
 BL0483
 BL0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP447670(NAD 83)
 BL0483_MARKER: Z = SEE DESCRIPTION
 BL0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0483_SP_SET: RAIL
 BL0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0483
 BL0483  HISTORY     - Date     Condition        Report By
 BL0483  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0483  HISTORY     - 1935     GOOD             NGS
 BL0483
 BL0483                          STATION DESCRIPTION
 BL0483
 BL0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0483'0.7 MI W FROM THICKET.
 BL0483'0.7 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0483'STATION AT THICKET, HARDIN COUNTY, OPPOSITE MILEPOST 125, AND 8 FEET
 BL0483'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0483'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0025 ***********************************************************************
 BN0025  DESIGNATION -  1250 SA
 BN0025  PID         -  BN0025
 BN0025  STATE/COUNTY-  TX/BURNET
 BN0025  USGS QUAD   -  MORMON MILL (1986)
 BN0025
 BN0025                         *CURRENT SURVEY CONTROL
 BN0025  ___________________________________________________________________
 BN0025* NAD 83(1986)-  30 43 59.     (N)    098 13 56.     (W)     SCALED    
 BN0025* NAVD 88     -       379.006  (meters)    1243.46   (feet)  ADJUSTED  
 BN0025  ___________________________________________________________________
 BN0025  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 BN0025  DYNAMIC HT  -         378.495 (meters)    1241.78  (feet)  COMP
 BN0025  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 BN0025
 BN0025  VERT ORDER  -  SECOND    CLASS 0
 BN0025
 BN0025.The horizontal coordinates were scaled from a topographic map and have
 BN0025.an estimated accuracy of +/- 6 seconds.
 BN0025
 BN0025.The orthometric height was determined by differential leveling
 BN0025.and adjusted by the National Geodetic Survey in June 1991..
 BN0025
 BN0025.The geoid height was determined by GEOID03.
 BN0025
 BN0025.The dynamic height is computed by dividing the NAVD 88
 BN0025.geopotential number by the normal gravity value computed on the
 BN0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0025.degrees latitude (g = 980.6199 gals.).
 BN0025
 BN0025.The modeled gravity was interpolated from observed gravity values.
 BN0025
 BN0025;                    North         East    Units  Estimated Accuracy
 BN0025;SPC TX C     - 3,120,120.      901,190.      MT  (+/- 180 meters Scaled)
 BN0025
 BN0025                          SUPERSEDED SURVEY CONTROL
 BN0025
 BN0025  NGVD 29 (??/??/92)  378.920  (m)         1243.17   (f) ADJ UNCH    2 0
 BN0025
 BN0025.Superseded values are not recommended for survey control.
 BN0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0025.See file dsdata.txt to determine how the superseded data were derived.
 BN0025
 BN0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV735002(NAD 83)
 BN0025_MARKER: Z = SEE DESCRIPTION
 BN0025_SETTING: 0 = UNSPECIFIED SETTING
 BN0025_STAMPING: 1250 SA
 BN0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0025+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 BN0025
 BN0025  HISTORY     - Date     Condition        Report By
 BN0025  HISTORY     - UNK      MONUMENTED       USGS
 BN0025  HISTORY     - 1933     GOOD             NGS
 BN0025  HISTORY     - 20030118 GOOD             GEOCAC
 BN0025  HISTORY     - 20040221 GOOD             USPSQD
 BN0025  HISTORY     - 20051022 GOOD             USPSQD
 BN0025
 BN0025                          STATION DESCRIPTION
 BN0025
 BN0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0025'1.9 MI S FROM BURNET.
 BN0025'ON NORTHWEST SIDE OF BURNET AND MARBLE FALLS ROAD.  36 FEET NORTH WEST
 BN0025'OF TRACK.
 BN0025
 BN0025                          STATION RECOVERY (2003)
 BN0025
 BN0025'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0025'STATION LOCATION AS RECORDED WITH CONSUMER GPS RECEIVER IS N 30 43.993
 BN0025'W 98 13.938
 BN0025
 BN0025                          STATION RECOVERY (2004)
 BN0025
 BN0025'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BN0025'RECOVERED IN GOOD CONDITION.
 BN0025
 BN0025                          STATION RECOVERY (2005)
 BN0025
 BN0025'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 BN0025'RAILROAD PARALLELS US 281 AND IS EAST OF THE HIGHWAY.  MARK IS 24 FEET
 BN0025'NORTH OF THE CENTERLINE OF A LESSER EAST-WEST ROAD CROSSING THE
 BN0025'TRACKS.  IT IS 36 FEET EAST OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0005 ***********************************************************************
 BN0005  DESIGNATION -  1253.72
 BN0005  PID         -  BN0005
 BN0005  STATE/COUNTY-  TX/BURNET
 BN0005  USGS QUAD   -  LAKE VICTOR (1967)
 BN0005
 BN0005                         *CURRENT SURVEY CONTROL
 BN0005  ___________________________________________________________________
 BN0005* NAD 83(1986)-  30 57 27.     (N)    098 11 56.     (W)     SCALED    
 BN0005* NAVD 88     -       382.354  (meters)    1254.44   (feet)  ADJUSTED  
 BN0005  ___________________________________________________________________
 BN0005  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 BN0005  DYNAMIC HT  -         381.839 (meters)    1252.75  (feet)  COMP
 BN0005  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 BN0005
 BN0005  VERT ORDER  -  SECOND    CLASS 0
 BN0005
 BN0005.The horizontal coordinates were scaled from a topographic map and have
 BN0005.an estimated accuracy of +/- 6 seconds.
 BN0005
 BN0005.The orthometric height was determined by differential leveling
 BN0005.and adjusted by the National Geodetic Survey in June 1991..
 BN0005
 BN0005.The geoid height was determined by GEOID03.
 BN0005
 BN0005.The dynamic height is computed by dividing the NAVD 88
 BN0005.geopotential number by the normal gravity value computed on the
 BN0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0005.degrees latitude (g = 980.6199 gals.).
 BN0005
 BN0005.The modeled gravity was interpolated from observed gravity values.
 BN0005
 BN0005;                    North         East    Units  Estimated Accuracy
 BN0005;SPC TX C     - 3,145,050.      903,900.      MT  (+/- 180 meters Scaled)
 BN0005
 BN0005                          SUPERSEDED SURVEY CONTROL
 BN0005
 BN0005  NGVD 29 (??/??/92)  382.252  (m)         1254.11   (f) ADJ UNCH    2 0
 BN0005
 BN0005.Superseded values are not recommended for survey control.
 BN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0005.See file dsdata.txt to determine how the superseded data were derived.
 BN0005
 BN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV765251(NAD 83)
 BN0005_MARKER: O = CHISELED CIRCLE
 BN0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0005_SP_SET: CULVERT
 BN0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0005
 BN0005  HISTORY     - Date     Condition        Report By
 BN0005  HISTORY     - UNK      MONUMENTED       USGS
 BN0005  HISTORY     - 1933     GOOD             NGS
 BN0005
 BN0005                          STATION DESCRIPTION
 BN0005
 BN0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0005'8.0 MI S FROM LAMPASAS.
 BN0005'770 FEET SOUTH OF TUMLINSON STATION ON EAST SIDE OF TRACK, OPPOSITE
 BN0005'MILEPOST 15 AT STONE CULVERT 14 D, ON TOP OF COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0173 ***********************************************************************
 AH0173  DESIGNATION -  12.56
 AH0173  PID         -  AH0173
 AH0173  STATE/COUNTY-  TX/NUECES
 AH0173  USGS QUAD   -  ESTES (1975)
 AH0173
 AH0173                         *CURRENT SURVEY CONTROL
 AH0173  ___________________________________________________________________
 AH0173* NAD 83(1986)-  27 52 55.     (N)    097 06 07.     (W)     SCALED    
 AH0173* NAVD 88     -         3.674  (meters)      12.05   (feet)  ADJUSTED  
 AH0173  ___________________________________________________________________
 AH0173  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH0173  DYNAMIC HT  -           3.669 (meters)      12.04  (feet)  COMP
 AH0173  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 AH0173
 AH0173  VERT ORDER  -  FIRST     CLASS I
 AH0173
 AH0173.The horizontal coordinates were scaled from a topographic map and have
 AH0173.an estimated accuracy of +/- 6 seconds.
 AH0173
 AH0173.The orthometric height was determined by differential leveling
 AH0173.and adjusted by the National Geodetic Survey in June 1991..
 AH0173
 AH0173.The geoid height was determined by GEOID03.
 AH0173
 AH0173.The dynamic height is computed by dividing the NAVD 88
 AH0173.geopotential number by the normal gravity value computed on the
 AH0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0173.degrees latitude (g = 980.6199 gals.).
 AH0173
 AH0173.The modeled gravity was interpolated from observed gravity values.
 AH0173
 AH0173;                    North         East    Units  Estimated Accuracy
 AH0173;SPC TX S     - 5,246,210.      437,660.      MT  (+/- 180 meters Scaled)
 AH0173
 AH0173                          SUPERSEDED SURVEY CONTROL
 AH0173
 AH0173  NGVD 29 (??/??/92)    3.787  (m)           12.42   (f) ADJ UNCH    1 1
 AH0173
 AH0173.Superseded values are not recommended for survey control.
 AH0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0173.See file dsdata.txt to determine how the superseded data were derived.
 AH0173
 AH0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR868855(NAD 83)
 AH0173_MARKER: DB = BENCH MARK DISK
 AH0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0173_SP_SET: BRIDGE
 AH0173_STAMPING: 12.56
 AH0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0173
 AH0173  HISTORY     - Date     Condition        Report By
 AH0173  HISTORY     - UNK      MONUMENTED       TXHD
 AH0173  HISTORY     - 1978     GOOD             NGS
 AH0173  HISTORY     - 1989     GOOD             USPSQD
 AH0173  HISTORY     - 1989     GOOD             USPSQD
 AH0173  HISTORY     - 1989     GOOD             USPSQD
 AH0173  HISTORY     - 1989     GOOD             USPSQD
 AH0173  HISTORY     - 19970210 MARK NOT FOUND   NGS
 AH0173
 AH0173                          STATION DESCRIPTION
 AH0173
 AH0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0173'3.2 MI SE FROM ARANSAS PASS.
 AH0173'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 361 FROM THE JUNCTION WITH
 AH0173'STATE HIGHWAY 35 BUSINESS AT ARANSAS PASS, SET IN THE TOP OF THE
 AH0173'SOUTHEAST END OF THE NORTHEAST END OF THE RED FISH BAY BRIDGE, 14
 AH0173'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTHWEST
 AH0173'OF THE BRIDGE GUARDRAIL.
 AH0173
 AH0173                          STATION RECOVERY (1989)
 AH0173
 AH0173'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0173'RECOVERED IN GOOD CONDITION.
 AH0173
 AH0173                          STATION RECOVERY (1989)
 AH0173
 AH0173'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0173'RECOVERED IN GOOD CONDITION.
 AH0173
 AH0173                          STATION RECOVERY (1989)
 AH0173
 AH0173'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0173'RECOVERED IN GOOD CONDITION.
 AH0173
 AH0173                          STATION RECOVERY (1989)
 AH0173
 AH0173'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AH0173'RECOVERED IN GOOD CONDITION.
 AH0173
 AH0173                          STATION RECOVERY (1997)
 AH0173
 AH0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0173'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0173'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0482 ***********************************************************************
 BL0482  DESIGNATION -  126
 BL0482  PID         -  BL0482
 BL0482  STATE/COUNTY-  TX/HARDIN
 BL0482  USGS QUAD   -  BRAGG (1984)
 BL0482
 BL0482                         *CURRENT SURVEY CONTROL
 BL0482  ___________________________________________________________________
 BL0482* NAD 83(1986)-  30 25 23.     (N)    094 36 00.     (W)     SCALED    
 BL0482* NAVD 88     -        37.05   (+/-2cm)     121.6    (feet)  VERTCON   
 BL0482  ___________________________________________________________________
 BL0482  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL0482
 BL0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0482
 BL0482.The horizontal coordinates were scaled from a topographic map and have
 BL0482.an estimated accuracy of +/- 6 seconds.
 BL0482
 BL0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0482.The vertical order pertains to the NGVD 29 superseded value.
 BL0482
 BL0482.The geoid height was determined by GEOID03.
 BL0482
 BL0482;                    North         East    Units  Estimated Accuracy
 BL0482;SPC TX C     - 3,098,040.    1,250,550.      MT  (+/- 180 meters Scaled)
 BL0482
 BL0482                          SUPERSEDED SURVEY CONTROL
 BL0482
 BL0482  NGVD 29 (??/??/92)   37.058  (m)          121.58   (f) ADJ UNCH    2 0
 BL0482
 BL0482.Superseded values are not recommended for survey control.
 BL0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0482.See file dsdata.txt to determine how the superseded data were derived.
 BL0482
 BL0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP463667(NAD 83)
 BL0482_MARKER: Z = SEE DESCRIPTION
 BL0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0482_SP_SET: SECTION RAIL
 BL0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0482
 BL0482  HISTORY     - Date     Condition        Report By
 BL0482  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0482  HISTORY     - 1935     GOOD             NGS
 BL0482
 BL0482                          STATION DESCRIPTION
 BL0482
 BL0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0482'0.3 MI E FROM THICKET.
 BL0482'0.3 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0482'STATION AT THICKET, HARDIN COUNTY, OPPOSITE MILEPOST 126, AND 8 FEET
 BL0482'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0482'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0971 ***********************************************************************
 AH0971  DESIGNATION -  126
 AH0971  PID         -  AH0971
 AH0971  STATE/COUNTY-  TX/JIM WELLS
 AH0971  USGS QUAD   -  AGUA DULCE (1979)
 AH0971
 AH0971                         *CURRENT SURVEY CONTROL
 AH0971  ___________________________________________________________________
 AH0971* NAD 83(1986)-  27 46 15.     (N)    097 58 17.     (W)     SCALED    
 AH0971* NAVD 88     -        44.894  (meters)     147.29   (feet)  ADJUSTED  
 AH0971  ___________________________________________________________________
 AH0971  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH0971  DYNAMIC HT  -          44.825 (meters)     147.06  (feet)  COMP
 AH0971  MODELED GRAV-     979,102.7   (mgal)                       NAVD 88
 AH0971
 AH0971  VERT ORDER  -  FIRST     CLASS II
 AH0971
 AH0971.The horizontal coordinates were scaled from a topographic map and have
 AH0971.an estimated accuracy of +/- 6 seconds.
 AH0971
 AH0971.The orthometric height was determined by differential leveling
 AH0971.and adjusted by the National Geodetic Survey in June 1991..
 AH0971.WARNING-Repeat measurements at this control monument indicate possible
 AH0971.vertical movement.
 AH0971
 AH0971.The geoid height was determined by GEOID03.
 AH0971
 AH0971.The dynamic height is computed by dividing the NAVD 88
 AH0971.geopotential number by the normal gravity value computed on the
 AH0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0971.degrees latitude (g = 980.6199 gals.).
 AH0971
 AH0971.The modeled gravity was interpolated from observed gravity values.
 AH0971
 AH0971;                    North         East    Units  Estimated Accuracy
 AH0971;SPC TX S     - 5,233,240.      352,100.      MT  (+/- 180 meters Scaled)
 AH0971
 AH0971                          SUPERSEDED SURVEY CONTROL
 AH0971
 AH0971  NGVD 29 (??/??/92)   45.003  (m)          147.65   (f) ADJ UNCH    1 2
 AH0971
 AH0971.Superseded values are not recommended for survey control.
 AH0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0971.See file dsdata.txt to determine how the superseded data were derived.
 AH0971
 AH0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR013722(NAD 83)
 AH0971_MARKER: Z = SEE DESCRIPTION
 AH0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0971_SP_SET: RAIL
 AH0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0971
 AH0971  HISTORY     - Date     Condition        Report By
 AH0971  HISTORY     - UNK      MONUMENTED       LOCENG
 AH0971  HISTORY     - 1950     GOOD             NGS
 AH0971  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AH0971
 AH0971                          STATION DESCRIPTION
 AH0971
 AH0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0971'3.8 MI W FROM AGUA DULCE.
 AH0971'3.8 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0971'AGUA DULCE, 42.2 FEET NORTH OF THE NORTH RAIL, 2.7 FEET NORTH OF
 AH0971'MILEPOST 126, 5.3 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS
 AH0971'POST, THE HIGHEST POINT OF A SECTION OF VERTICAL RAIL WHICH PROJECTS
 AH0971'0.3 FOOT ABOVE THE GROUND.
 AH0971
 AH0971                          STATION RECOVERY (2004)
 AH0971
 AH0971'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0172 ***********************************************************************
 AH0172  DESIGNATION -  1263
 AH0172  PID         -  AH0172
 AH0172  STATE/COUNTY-  TX/NUECES
 AH0172  USGS QUAD   -  ESTES (1975)
 AH0172
 AH0172                         *CURRENT SURVEY CONTROL
 AH0172  ___________________________________________________________________
 AH0172* NAD 83(1986)-  27 53 10.     (N)    097 06 22.     (W)     SCALED    
 AH0172* NAVD 88     -         3.660  (meters)      12.01   (feet)  ADJUSTED  
 AH0172  ___________________________________________________________________
 AH0172  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH0172  DYNAMIC HT  -           3.655 (meters)      11.99  (feet)  COMP
 AH0172  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 AH0172
 AH0172  VERT ORDER  -  FIRST     CLASS I
 AH0172
 AH0172.The horizontal coordinates were scaled from a topographic map and have
 AH0172.an estimated accuracy of +/- 6 seconds.
 AH0172
 AH0172.The orthometric height was determined by differential leveling
 AH0172.and adjusted by the National Geodetic Survey in June 1991..
 AH0172
 AH0172.The geoid height was determined by GEOID03.
 AH0172
 AH0172.The dynamic height is computed by dividing the NAVD 88
 AH0172.geopotential number by the normal gravity value computed on the
 AH0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0172.degrees latitude (g = 980.6199 gals.).
 AH0172
 AH0172.The modeled gravity was interpolated from observed gravity values.
 AH0172
 AH0172;                    North         East    Units  Estimated Accuracy
 AH0172;SPC TX S     - 5,246,660.      437,250.      MT  (+/- 180 meters Scaled)
 AH0172
 AH0172                          SUPERSEDED SURVEY CONTROL
 AH0172
 AH0172  NGVD 29 (??/??/92)    3.775  (m)           12.39   (f) ADJ UNCH    1 1
 AH0172
 AH0172.Superseded values are not recommended for survey control.
 AH0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0172.See file dsdata.txt to determine how the superseded data were derived.
 AH0172
 AH0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR864860(NAD 83)
 AH0172_MARKER: DB = BENCH MARK DISK
 AH0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0172_SP_SET: BRIDGE ABUTMENT
 AH0172_STAMPING: 1263
 AH0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0172
 AH0172  HISTORY     - Date     Condition        Report By
 AH0172  HISTORY     - UNK      MONUMENTED       TXHD
 AH0172  HISTORY     - 1978     GOOD             NGS
 AH0172  HISTORY     - 1989     GOOD             USPSQD
 AH0172  HISTORY     - 1989     GOOD             USPSQD
 AH0172  HISTORY     - 1989     GOOD             USPSQD
 AH0172  HISTORY     - 1989     GOOD             USPSQD
 AH0172  HISTORY     - 19970210 MARK NOT FOUND   NGS
 AH0172
 AH0172                          STATION DESCRIPTION
 AH0172
 AH0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0172'2.8 MI SE FROM ARANSAS PASS.
 AH0172'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 361 FROM THE JUNCTION
 AH0172'WITH STATE HIGHWAY 35 BUSINESS AT ARANSAS PASS. SET IN THE TOP OF THE
 AH0172'NORTHWEST END OF THE NORTHWEST BRIDGE ABUTMENT, 13 FEET NORTHEAST OF
 AH0172'THE CENTERLINE OF HIGHWAY AND 7 FEET SOUTHEAST OF THE SOUTHEAST END
 AH0172'OF A METAL GUARD RAIL.
 AH0172
 AH0172                          STATION RECOVERY (1989)
 AH0172
 AH0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0172'RECOVERED IN GOOD CONDITION.
 AH0172
 AH0172                          STATION RECOVERY (1989)
 AH0172
 AH0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0172'RECOVERED IN GOOD CONDITION.
 AH0172
 AH0172                          STATION RECOVERY (1989)
 AH0172
 AH0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0172'RECOVERED IN GOOD CONDITION.
 AH0172
 AH0172                          STATION RECOVERY (1989)
 AH0172
 AH0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AH0172'RECOVERED IN GOOD CONDITION.
 AH0172
 AH0172                          STATION RECOVERY (1997)
 AH0172
 AH0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0172'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0172'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1149 ***********************************************************************
 AY1149  DESIGNATION -  1265
 AY1149  PID         -  AY1149
 AY1149  STATE/COUNTY-  TX/BANDERA
 AY1149  USGS QUAD   -  BANDERA (1982)
 AY1149
 AY1149                         *CURRENT SURVEY CONTROL
 AY1149  ___________________________________________________________________
 AY1149* NAD 83(1986)-  29 43 36.     (N)    099 04 20.     (W)     SCALED    
 AY1149* NAVD 88     -       383.601  (meters)    1258.53   (feet)  ADJUSTED  
 AY1149  ___________________________________________________________________
 AY1149  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AY1149  DYNAMIC HT  -         383.047 (meters)    1256.71  (feet)  COMP
 AY1149  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AY1149
 AY1149  VERT ORDER  -  SECOND    CLASS 0
 AY1149
 AY1149.The horizontal coordinates were scaled from a topographic map and have
 AY1149.an estimated accuracy of +/- 6 seconds.
 AY1149
 AY1149.The orthometric height was determined by differential leveling
 AY1149.and adjusted by the National Geodetic Survey in June 1991..
 AY1149
 AY1149.The geoid height was determined by GEOID03.
 AY1149
 AY1149.The dynamic height is computed by dividing the NAVD 88
 AY1149.geopotential number by the normal gravity value computed on the
 AY1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1149.degrees latitude (g = 980.6199 gals.).
 AY1149
 AY1149.The modeled gravity was interpolated from observed gravity values.
 AY1149
 AY1149;                    North         East    Units  Estimated Accuracy
 AY1149;SPC TXSC     - 4,209,840.      593,010.      MT  (+/- 180 meters Scaled)
 AY1149
 AY1149                          SUPERSEDED SURVEY CONTROL
 AY1149
 AY1149  NGVD 29 (??/??/92)  383.491  (m)         1258.17   (f) ADJ UNCH    2 0
 AY1149
 AY1149.Superseded values are not recommended for survey control.
 AY1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1149.See file dsdata.txt to determine how the superseded data were derived.
 AY1149
 AY1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT930885(NAD 83)
 AY1149_MARKER: DD = SURVEY DISK
 AY1149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1149_SP_SET: BUILDING
 AY1149_STAMPING: 1265 S A 19
 AY1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1149
 AY1149  HISTORY     - Date     Condition        Report By
 AY1149  HISTORY     - UNK      MONUMENTED       USGS
 AY1149  HISTORY     - 1953     GOOD             NGS
 AY1149
 AY1149                          STATION DESCRIPTION
 AY1149
 AY1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1149'IN BANDERA.
 AY1149'AT BANDERA, AT THE COURTHOUSE, 2.5 FEET NORTHWEST OF THE SOUTH CORNER
 AY1149'OF THE BUILDING, SET VERTICALLY IN THE SOUTHWEST WALL OF THE
 AY1149'COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1818 ***********************************************************************
 FL1818  DESIGNATION -  1267
 FL1818  PID         -  FL1818
 FL1818  STATE/COUNTY-  TX/POTTER
 FL1818  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1818
 FL1818                         *CURRENT SURVEY CONTROL
 FL1818  ___________________________________________________________________
 FL1818* NAD 83(1993)-  35 17 34.95456(N)    101 50 56.27568(W)     ADJUSTED  
 FL1818* NAVD 88     -      1088.     (meters)    3570.     (feet)  SCALED    
 FL1818  ___________________________________________________________________
 FL1818  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FL1818  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL1818
 FL1818  HORZ ORDER  -  THIRD
 FL1818
 FL1818.The horizontal coordinates were established by classical geodetic methods
 FL1818.and adjusted by the National Geodetic Survey in February 1996..
 FL1818.No horizontal observational check was made to the station.
 FL1818
 FL1818.The orthometric height was scaled from a topographic map.
 FL1818
 FL1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1818
 FL1818.The geoid height was determined by GEOID03.
 FL1818
 FL1818;                    North         East     Units Scale Factor Converg.
 FL1818;SPC TX N     - 1,143,501.732   168,260.391   MT  0.99991324   -0 12 08.1
 FL1818;SPC TX N     - 3,751,638.60    552,034.30   sFT  0.99991324   -0 12 08.1
 FL1818;UTM  14      - 3,909,264.453   240,921.651   MT  1.00042728   -1 38 48.9
 FL1818
 FL1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1818!SPC TX N     -   0.99983343  x   0.99991324  =   0.99974669
 FL1818!UTM  14      -   0.99983343  x   1.00042728  =   1.00026064
 FL1818
 FL1818                          SUPERSEDED SURVEY CONTROL
 FL1818
 FL1818  NAD 83(1993)-  35 17 34.96042(N)    101 50 56.26720(W) AD(       ) 3
 FL1818  NAD 83(1986)-  35 17 34.96195(N)    101 50 56.26671(W) AD(       ) 3
 FL1818  NAD 27      -  35 17 34.77700(N)    101 50 54.60300(W) AD(       ) 3
 FL1818
 FL1818.Superseded values are not recommended for survey control.
 FL1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1818.See file dsdata.txt to determine how the superseded data were derived.
 FL1818
 FL1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4092209264(NAD 83)
 FL1818_MARKER: DD = SURVEY DISK
 FL1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1818+STABILITY: SURFACE MOTION
 FL1818
 FL1818  HISTORY     - Date     Condition        Report By
 FL1818  HISTORY     - 1951     MONUMENTED       CGS
 FL1818
 FL1818                          STATION DESCRIPTION
 FL1818
 FL1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FL1818'THE STATION IS LOCATED ON THE TOP AND HIGHEST POINT OF A
 FL1818'PROMINENT HILL, ABOUT 6 MILES AIRLINE NORTH OF AMARILLO,
 FL1818'ABOUT 36 MILES AIRLINE SOUTHWEST OF BORGER, AND ABOUT 1 MILE
 FL1818'WEST OF U.S. HIGHWAY 87.
 FL1818'
 FL1818'THE U.S. COAST AND GEODETIC AND STATE SURVEY STATION MARK
 FL1818'IS STAMPED 1267 AND IS SET IN THE TOP OF A 6-INCH SQUARE
 FL1818'CONCRETE POST THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 FL1818'IT IS ABOUT 32 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 FL1818'GRADED ROAD, ABOUT 6 FEET EAST OF A FENCE LINE, ABOUT 3 FEET
 FL1818'SOUTHWEST OF A TELEPHONE POLE, AND ABOUT 10 FEET LOWER THAN
 FL1818'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0481 ***********************************************************************
 BL0481  DESIGNATION -  127
 BL0481  PID         -  BL0481
 BL0481  STATE/COUNTY-  TX/HARDIN
 BL0481  USGS QUAD   -  BRAGG (1984)
 BL0481
 BL0481                         *CURRENT SURVEY CONTROL
 BL0481  ___________________________________________________________________
 BL0481* NAD 83(1986)-  30 25 13.     (N)    094 35 01.     (W)     SCALED    
 BL0481* NAVD 88     -        36.79   (+/-2cm)     120.7    (feet)  VERTCON   
 BL0481  ___________________________________________________________________
 BL0481  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL0481
 BL0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0481
 BL0481.The horizontal coordinates were scaled from a topographic map and have
 BL0481.an estimated accuracy of +/- 6 seconds.
 BL0481
 BL0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0481.The vertical order pertains to the NGVD 29 superseded value.
 BL0481
 BL0481.The geoid height was determined by GEOID03.
 BL0481
 BL0481;                    North         East    Units  Estimated Accuracy
 BL0481;SPC TX C     - 3,097,820.    1,252,130.      MT  (+/- 180 meters Scaled)
 BL0481
 BL0481                          SUPERSEDED SURVEY CONTROL
 BL0481
 BL0481  NGVD 29 (??/??/92)   36.790  (m)          120.70   (f) ADJ UNCH    2 0
 BL0481
 BL0481.Superseded values are not recommended for survey control.
 BL0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0481.See file dsdata.txt to determine how the superseded data were derived.
 BL0481
 BL0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP479664(NAD 83)
 BL0481_MARKER: Z = SEE DESCRIPTION
 BL0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0481_SP_SET: SECTION RAIL
 BL0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0481
 BL0481  HISTORY     - Date     Condition        Report By
 BL0481  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0481  HISTORY     - 1935     GOOD             NGS
 BL0481
 BL0481                          STATION DESCRIPTION
 BL0481
 BL0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0481'1.0 MI W FROM BRAGG.
 BL0481'1.0 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0481'STATION AT BRAGG, HARDIN COUNTY, OPPOSITE MILEPOST 127, AND 8 FEET
 BL0481'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0481'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0366 ***********************************************************************
 DM0366  DESIGNATION -  128
 DM0366  PID         -  DM0366
 DM0366  STATE/COUNTY-  TX/BOWIE
 DM0366  USGS QUAD   -  DE KALB (1950)
 DM0366
 DM0366                         *CURRENT SURVEY CONTROL
 DM0366  ___________________________________________________________________
 DM0366* NAD 83(1986)-  33 30 39.     (N)    094 37 19.     (W)     SCALED    
 DM0366* NAVD 88     -       124.466  (meters)     408.35   (feet)  ADJUSTED  
 DM0366  ___________________________________________________________________
 DM0366  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DM0366  DYNAMIC HT  -         124.334 (meters)     407.92  (feet)  COMP
 DM0366  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DM0366
 DM0366  VERT ORDER  -  SECOND    CLASS 0
 DM0366
 DM0366.The horizontal coordinates were scaled from a topographic map and have
 DM0366.an estimated accuracy of +/- 6 seconds.
 DM0366
 DM0366.The orthometric height was determined by differential leveling
 DM0366.and adjusted by the National Geodetic Survey in June 1991..
 DM0366
 DM0366.The geoid height was determined by GEOID03.
 DM0366
 DM0366.The dynamic height is computed by dividing the NAVD 88
 DM0366.geopotential number by the normal gravity value computed on the
 DM0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0366.degrees latitude (g = 980.6199 gals.).
 DM0366
 DM0366.The modeled gravity was interpolated from observed gravity values.
 DM0366
 DM0366;                    North         East    Units  Estimated Accuracy
 DM0366;SPC TXNC     - 2,211,150.      960,200.      MT  (+/- 180 meters Scaled)
 DM0366
 DM0366                          SUPERSEDED SURVEY CONTROL
 DM0366
 DM0366  NGVD 29 (??/??/92)  124.469  (m)          408.36   (f) ADJ UNCH    2 0
 DM0366
 DM0366.Superseded values are not recommended for survey control.
 DM0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0366.See file dsdata.txt to determine how the superseded data were derived.
 DM0366
 DM0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT493090(NAD 83)
 DM0366_MARKER: DD = SURVEY DISK
 DM0366_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0366_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0366_STAMPING: 128 1908
 DM0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0366
 DM0366  HISTORY     - Date     Condition        Report By
 DM0366  HISTORY     - 1908     MONUMENTED       USGS
 DM0366  HISTORY     - 1934     GOOD             NGS
 DM0366
 DM0366                          STATION DESCRIPTION
 DM0366
 DM0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0366'IN DE KALB.
 DM0366'AT DE KALB AND ALONG THE T P R R 21 FEET S OF SE CORNER OF PLANING
 DM0366'ROOM OF A SMALL SAW MILL.  ABOUT 660 YARDS W OF THE T P DEPOT.  48
 DM0366'FEET N OF CENTER OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0480 ***********************************************************************
 BL0480  DESIGNATION -  128
 BL0480  PID         -  BL0480
 BL0480  STATE/COUNTY-  TX/HARDIN
 BL0480  USGS QUAD   -  BRAGG (1984)
 BL0480
 BL0480                         *CURRENT SURVEY CONTROL
 BL0480  ___________________________________________________________________
 BL0480* NAD 83(1986)-  30 25 03.     (N)    094 34 03.     (W)     SCALED    
 BL0480* NAVD 88     -        37.62   (+/-2cm)     123.4    (feet)  VERTCON   
 BL0480  ___________________________________________________________________
 BL0480  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL0480
 BL0480  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0480
 BL0480.The horizontal coordinates were scaled from a topographic map and have
 BL0480.an estimated accuracy of +/- 6 seconds.
 BL0480
 BL0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0480.The vertical order pertains to the NGVD 29 superseded value.
 BL0480
 BL0480.The geoid height was determined by GEOID03.
 BL0480
 BL0480;                    North         East    Units  Estimated Accuracy
 BL0480;SPC TX C     - 3,097,590.    1,253,700.      MT  (+/- 180 meters Scaled)
 BL0480
 BL0480                          SUPERSEDED SURVEY CONTROL
 BL0480
 BL0480  NGVD 29 (??/??/92)   37.619  (m)          123.42   (f) ADJ UNCH    2 0
 BL0480
 BL0480.Superseded values are not recommended for survey control.
 BL0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0480.See file dsdata.txt to determine how the superseded data were derived.
 BL0480
 BL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP494660(NAD 83)
 BL0480_MARKER: Z = SEE DESCRIPTION
 BL0480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0480_SP_SET: SECTION RAIL
 BL0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0480
 BL0480  HISTORY     - Date     Condition        Report By
 BL0480  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0480  HISTORY     - 1935     GOOD             NGS
 BL0480
 BL0480                          STATION DESCRIPTION
 BL0480
 BL0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0480'IN BRAGG.
 BL0480'AT BRAGG, HARDIN COUNTY, AT THE GULF, COLORADO AND SANTA FE RAILWAY
 BL0480'STATION, OPPOSITE MILEPOST 128, AND 8 FEET SOUTH OF THE CENTERLINE OF
 BL0480'THE TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0299 ***********************************************************************
 DO0299  DESIGNATION -  128
 DO0299  PID         -  DO0299
 DO0299  STATE/COUNTY-  TX/WICHITA
 DO0299  USGS QUAD   -  IOWA PARK (1972)
 DO0299
 DO0299                         *CURRENT SURVEY CONTROL
 DO0299  ___________________________________________________________________
 DO0299* NAD 83(1986)-  33 57 32.     (N)    098 43 18.     (W)     SCALED    
 DO0299* NAVD 88     -       309.060  (meters)    1013.97   (feet)  ADJUSTED  
 DO0299  ___________________________________________________________________
 DO0299  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DO0299  DYNAMIC HT  -         308.721 (meters)    1012.86  (feet)  COMP
 DO0299  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 DO0299
 DO0299  VERT ORDER  -  FIRST     CLASS II
 DO0299
 DO0299.The horizontal coordinates were scaled from a topographic map and have
 DO0299.an estimated accuracy of +/- 6 seconds.
 DO0299
 DO0299.The orthometric height was determined by differential leveling
 DO0299.and adjusted by the National Geodetic Survey in June 1991..
 DO0299
 DO0299.The geoid height was determined by GEOID03.
 DO0299
 DO0299.The dynamic height is computed by dividing the NAVD 88
 DO0299.geopotential number by the normal gravity value computed on the
 DO0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0299.degrees latitude (g = 980.6199 gals.).
 DO0299
 DO0299.The modeled gravity was interpolated from observed gravity values.
 DO0299
 DO0299;                    North         East    Units  Estimated Accuracy
 DO0299;SPC TXNC     - 2,254,220.      579,510.      MT  (+/- 180 meters Scaled)
 DO0299
 DO0299                          SUPERSEDED SURVEY CONTROL
 DO0299
 DO0299  NGVD 29 (??/??/92)  308.976  (m)         1013.70   (f) ADJ UNCH    1 2
 DO0299
 DO0299.Superseded values are not recommended for survey control.
 DO0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0299.See file dsdata.txt to determine how the superseded data were derived.
 DO0299
 DO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC257576(NAD 83)
 DO0299_MARKER: Z = SEE DESCRIPTION
 DO0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0299_SP_SET: MILEPOST
 DO0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0299
 DO0299  HISTORY     - Date     Condition        Report By
 DO0299  HISTORY     - UNK      MONUMENTED       BNRR
 DO0299  HISTORY     - 1957     GOOD             NGS
 DO0299  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0299
 DO0299                          STATION DESCRIPTION
 DO0299
 DO0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0299'3.0 MI NW FROM IOWA PARK.
 DO0299'3.0 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0299'IOWA PARK, WICHITA COUNTY, AND ON THE TOP OF CONCRETE MILEPOST 128.
 DO0299'THE TOP OF THE MILEPOST.
 DO0299
 DO0299                          STATION RECOVERY (2001)
 DO0299
 DO0299'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0968 ***********************************************************************
 AH0968  DESIGNATION -  128
 AH0968  PID         -  AH0968
 AH0968  STATE/COUNTY-  TX/JIM WELLS
 AH0968  USGS QUAD   -  AGUA DULCE (1979)
 AH0968
 AH0968                         *CURRENT SURVEY CONTROL
 AH0968  ___________________________________________________________________
 AH0968* NAD 83(1986)-  27 46 33.     (N)    097 56 20.     (W)     SCALED    
 AH0968* NAVD 88     -        42.173  (meters)     138.36   (feet)  ADJUSTED  
 AH0968  ___________________________________________________________________
 AH0968  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH0968  DYNAMIC HT  -          42.108 (meters)     138.15  (feet)  COMP
 AH0968  MODELED GRAV-     979,104.7   (mgal)                       NAVD 88
 AH0968
 AH0968  VERT ORDER  -  FIRST     CLASS II
 AH0968
 AH0968.The horizontal coordinates were scaled from a topographic map and have
 AH0968.an estimated accuracy of +/- 6 seconds.
 AH0968
 AH0968.The orthometric height was determined by differential leveling
 AH0968.and adjusted by the National Geodetic Survey in June 1991..
 AH0968.WARNING-Repeat measurements at this control monument indicate possible
 AH0968.vertical movement.
 AH0968
 AH0968.The geoid height was determined by GEOID03.
 AH0968
 AH0968.The dynamic height is computed by dividing the NAVD 88
 AH0968.geopotential number by the normal gravity value computed on the
 AH0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0968.degrees latitude (g = 980.6199 gals.).
 AH0968
 AH0968.The modeled gravity was interpolated from observed gravity values.
 AH0968
 AH0968;                    North         East    Units  Estimated Accuracy
 AH0968;SPC TX S     - 5,233,810.      355,310.      MT  (+/- 180 meters Scaled)
 AH0968
 AH0968                          SUPERSEDED SURVEY CONTROL
 AH0968
 AH0968  NGVD 29 (??/??/92)   42.282  (m)          138.72   (f) ADJ UNCH    1 2
 AH0968
 AH0968.Superseded values are not recommended for survey control.
 AH0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0968.See file dsdata.txt to determine how the superseded data were derived.
 AH0968
 AH0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR045728(NAD 83)
 AH0968_MARKER: Z = SEE DESCRIPTION
 AH0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0968_SP_SET: RAIL
 AH0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0968
 AH0968  HISTORY     - Date     Condition        Report By
 AH0968  HISTORY     - UNK      MONUMENTED       LOCENG
 AH0968  HISTORY     - 1950     GOOD             NGS
 AH0968
 AH0968                          STATION DESCRIPTION
 AH0968
 AH0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0968'1.8 MI W FROM AGUA DULCE.
 AH0968'1.8 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0968'AGUA DULCE, 42 FEET NORTH OF THE NORTH RAIL, 5.8 FEET NORTH OF
 AH0968'MILEPOST 128, 5.8 FEET SOUTH OF A FENCE, 1.5 FEET SOUTH OF A WITNESS
 AH0968'POST, THE HIGHEST POINT OF A VERTICAL SECTION OF RAIL WHICH PROJECTS
 AH0968'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1239 ***********************************************************************
 FL1239  DESIGNATION -  1282
 FL1239  PID         -  FL1239
 FL1239  STATE/COUNTY-  TX/POTTER
 FL1239  USGS QUAD   -  AMARILLO EAST (1973)
 FL1239
 FL1239                         *CURRENT SURVEY CONTROL
 FL1239  ___________________________________________________________________
 FL1239* NAD 83(1986)-  35 11 34.     (N)    101 45 36.     (W)     SCALED    
 FL1239* NAVD 88     -      1101.826  (meters)    3614.91   (feet)  ADJUSTED  
 FL1239  ___________________________________________________________________
 FL1239  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL1239  DYNAMIC HT  -        1100.517 (meters)    3610.61  (feet)  COMP
 FL1239  MODELED GRAV-     979,408.0   (mgal)                       NAVD 88
 FL1239
 FL1239  VERT ORDER  -  SECOND    CLASS 0
 FL1239
 FL1239.The horizontal coordinates were scaled from a topographic map and have
 FL1239.an estimated accuracy of +/- 6 seconds.
 FL1239
 FL1239.The orthometric height was determined by differential leveling
 FL1239.and adjusted by the National Geodetic Survey in June 1991..
 FL1239
 FL1239.The geoid height was determined by GEOID03.
 FL1239
 FL1239.The dynamic height is computed by dividing the NAVD 88
 FL1239.geopotential number by the normal gravity value computed on the
 FL1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1239.degrees latitude (g = 980.6199 gals.).
 FL1239
 FL1239.The modeled gravity was interpolated from observed gravity values.
 FL1239
 FL1239;                    North         East    Units  Estimated Accuracy
 FL1239;SPC TX N     - 1,132,350.      176,320.      MT  (+/- 180 meters Scaled)
 FL1239
 FL1239                          SUPERSEDED SURVEY CONTROL
 FL1239
 FL1239  NGVD 29 (??/??/92) 1101.327  (m)         3613.27   (f) ADJ UNCH    2 0
 FL1239
 FL1239.Superseded values are not recommended for survey control.
 FL1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1239.See file dsdata.txt to determine how the superseded data were derived.
 FL1239
 FL1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD487979(NAD 83)
 FL1239_MARKER: DD = SURVEY DISK
 FL1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1239_STAMPING: 1282 1935
 FL1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1239+STABILITY: SURFACE MOTION
 FL1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1239+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL1239
 FL1239  HISTORY     - Date     Condition        Report By
 FL1239  HISTORY     - 1935     MONUMENTED       TXGS
 FL1239  HISTORY     - 1955     GOOD             NGS
 FL1239  HISTORY     - 1964     GOOD             NGS
 FL1239  HISTORY     - 20040804 GOOD             USPSQD
 FL1239  HISTORY     - 20050805 GOOD             USPSQD
 FL1239
 FL1239                          STATION DESCRIPTION
 FL1239
 FL1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL1239'9.1 MI SE FROM AMARILLO.
 FL1239'9.1 MILES SOUTHEAST OF AMARILLO, POTTER COUNTY.  THIS BENCH MARK MAY
 FL1239'BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE NORTH ALONG TAYLOR
 FL1239'STREET, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY 60, AND THENCE 2.1
 FL1239'MILES SOUTH AND 1.0 MILE WEST ALONG GRADED ROADS.  IT IS ON U.S.
 FL1239'HIGHWAY 287, AT A ROAD INTERSECTION, 70 FEET SOUTH OF THE HIGHWAY, 28
 FL1239'FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 1.8 FEET
 FL1239'SOUTH OF THE CORNER OF MEMORIAL PARK CEMETERY. A STATE SURVEY STANDARD
 FL1239'DISK, STAMPED 1282 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL1239
 FL1239                          STATION RECOVERY (1964)
 FL1239
 FL1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FL1239'RECOVERED IN GOOD CONDITION.
 FL1239
 FL1239                          STATION RECOVERY (2004)
 FL1239
 FL1239'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1239'RECOVERED IN GOOD CONDITION.
 FL1239
 FL1239                          STATION RECOVERY (2005)
 FL1239
 FL1239'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1239'FOUND AS DESCRIBED. VERY EASY TO FIND AT THE CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0023 ***********************************************************************
 BN0023  DESIGNATION -  1282 SA
 BN0023  PID         -  BN0023
 BN0023  STATE/COUNTY-  TX/BURNET
 BN0023  USGS QUAD   -  BURNET (1967)
 BN0023
 BN0023                         *CURRENT SURVEY CONTROL
 BN0023  ___________________________________________________________________
 BN0023* NAD 83(1986)-  30 45 12.     (N)    098 13 19.     (W)     SCALED    
 BN0023* NAVD 88     -       388.817  (meters)    1275.64   (feet)  ADJUSTED  
 BN0023  ___________________________________________________________________
 BN0023  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 BN0023  DYNAMIC HT  -         388.293 (meters)    1273.92  (feet)  COMP
 BN0023  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 BN0023
 BN0023  VERT ORDER  -  SECOND    CLASS 0
 BN0023
 BN0023.The horizontal coordinates were scaled from a topographic map and have
 BN0023.an estimated accuracy of +/- 6 seconds.
 BN0023
 BN0023.The orthometric height was determined by differential leveling
 BN0023.and adjusted by the National Geodetic Survey in June 1991..
 BN0023.WARNING-Repeat measurements at this control monument indicate possible
 BN0023.vertical movement.
 BN0023
 BN0023.The geoid height was determined by GEOID03.
 BN0023
 BN0023.The dynamic height is computed by dividing the NAVD 88
 BN0023.geopotential number by the normal gravity value computed on the
 BN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0023.degrees latitude (g = 980.6199 gals.).
 BN0023
 BN0023.The modeled gravity was interpolated from observed gravity values.
 BN0023
 BN0023;                    North         East    Units  Estimated Accuracy
 BN0023;SPC TX C     - 3,122,380.      902,130.      MT  (+/- 180 meters Scaled)
 BN0023
 BN0023                          SUPERSEDED SURVEY CONTROL
 BN0023
 BN0023  NGVD 29 (??/??/92)  388.733  (m)         1275.37   (f) ADJ UNCH    2 0
 BN0023
 BN0023.Superseded values are not recommended for survey control.
 BN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0023.See file dsdata.txt to determine how the superseded data were derived.
 BN0023
 BN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV744025(NAD 83)
 BN0023_MARKER: Z = SEE DESCRIPTION
 BN0023_SETTING: 0 = UNSPECIFIED SETTING
 BN0023_STAMPING: 1282 SA
 BN0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0023
 BN0023  HISTORY     - Date     Condition        Report By
 BN0023  HISTORY     - UNK      MONUMENTED       USGS
 BN0023  HISTORY     - 1933     GOOD             NGS
 BN0023  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 BN0023
 BN0023                          STATION DESCRIPTION
 BN0023
 BN0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0023'0.25 MI S FROM BURNET.
 BN0023'0.25 MILES SOUTH OF BURNET STATION SOUTHEAST SIDE OF PECAN STREET, 30
 BN0023'FEET SOUTHWEST OF TRACK.  MILEPOST 60.25.
 BN0023
 BN0023                          STATION RECOVERY (2002)
 BN0023
 BN0023'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 BN0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1237 ***********************************************************************
 FL1237  DESIGNATION -  1283
 FL1237  PID         -  FL1237
 FL1237  STATE/COUNTY-  TX/POTTER
 FL1237  USGS QUAD   -  AMARILLO EAST (1973)
 FL1237
 FL1237                         *CURRENT SURVEY CONTROL
 FL1237  ___________________________________________________________________
 FL1237* NAD 83(1986)-  35 11 34.     (N)    101 45 08.     (W)     SCALED    
 FL1237* NAVD 88     -      1098.878  (meters)    3605.24   (feet)  ADJUSTED  
 FL1237  ___________________________________________________________________
 FL1237  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL1237  DYNAMIC HT  -        1097.572 (meters)    3600.95  (feet)  COMP
 FL1237  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 FL1237
 FL1237  VERT ORDER  -  SECOND    CLASS 0
 FL1237
 FL1237.The horizontal coordinates were scaled from a topographic map and have
 FL1237.an estimated accuracy of +/- 6 seconds.
 FL1237
 FL1237.The orthometric height was determined by differential leveling
 FL1237.and adjusted by the National Geodetic Survey in June 1991..
 FL1237
 FL1237.The geoid height was determined by GEOID03.
 FL1237
 FL1237.The dynamic height is computed by dividing the NAVD 88
 FL1237.geopotential number by the normal gravity value computed on the
 FL1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1237.degrees latitude (g = 980.6199 gals.).
 FL1237
 FL1237.The modeled gravity was interpolated from observed gravity values.
 FL1237
 FL1237;                    North         East    Units  Estimated Accuracy
 FL1237;SPC TX N     - 1,132,350.      177,030.      MT  (+/- 180 meters Scaled)
 FL1237
 FL1237                          SUPERSEDED SURVEY CONTROL
 FL1237
 FL1237  NGVD 29 (??/??/92) 1098.379  (m)         3603.60   (f) ADJ UNCH    2 0
 FL1237
 FL1237.Superseded values are not recommended for survey control.
 FL1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1237.See file dsdata.txt to determine how the superseded data were derived.
 FL1237
 FL1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD494978(NAD 83)
 FL1237_MARKER: DD = SURVEY DISK
 FL1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1237_STAMPING: 1283 1935
 FL1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1237+STABILITY: SURFACE MOTION
 FL1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1237+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL1237
 FL1237  HISTORY     - Date     Condition        Report By
 FL1237  HISTORY     - 1935     MONUMENTED       TXGS
 FL1237  HISTORY     - 1964     GOOD             NGS
 FL1237  HISTORY     - 20040804 GOOD             USPSQD
 FL1237  HISTORY     - 20050805 GOOD             USPSQD
 FL1237
 FL1237                          STATION DESCRIPTION
 FL1237
 FL1237'DESCRIBED BY TEXAS GEODETIC SURVEY 1935
 FL1237'8.6 MI SE FROM AMARILLO.
 FL1237'8.6 MILES SOUTHEAST OF AMARILLO, POTTER COUNTY.  THIS BENCH MARK MAY
 FL1237'BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE NORTH ALONG TAYLOR
 FL1237'STREET, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY 60, AND THENCE 2.1
 FL1237'MILES SOUTH AND 0.5 MILE WEST ALONG GRADE ROADS.  IT IS 0.5 MILE EAST
 FL1237'OF THE NORTHWEST CORNER OF SECTION 90, OPPOSITE A 2-STORY HOUSE ON THE
 FL1237'NORTH SIDE OF THE ROAD, AND 3 FEET SOUTH OF A FENCE.  A STATE SURVEY
 FL1237'STANDARD DISK, STAMPED 1283 1935 AND SET IN THE TOP OF A CONCRETE POST
 FL1237'PROJECTING 4 INCHES ABOVE GROUND.
 FL1237
 FL1237                          STATION RECOVERY (1964)
 FL1237
 FL1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FL1237'RECOVERED IN GOOD CONDITION.
 FL1237
 FL1237                          STATION RECOVERY (2004)
 FL1237
 FL1237'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1237'RECOVERED IN GOOD CONDITION.
 FL1237
 FL1237                          STATION RECOVERY (2005)
 FL1237
 FL1237'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1237'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0171 ***********************************************************************
 AH0171  DESIGNATION -  1283
 AH0171  PID         -  AH0171
 AH0171  STATE/COUNTY-  TX/NUECES
 AH0171  USGS QUAD   -  ESTES (1975)
 AH0171
 AH0171                         *CURRENT SURVEY CONTROL
 AH0171  ___________________________________________________________________
 AH0171* NAD 83(1986)-  27 53 20.     (N)    097 06 38.     (W)     SCALED    
 AH0171* NAVD 88     -         3.709  (meters)      12.17   (feet)  ADJUSTED  
 AH0171  ___________________________________________________________________
 AH0171  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH0171  DYNAMIC HT  -           3.704 (meters)      12.15  (feet)  COMP
 AH0171  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 AH0171
 AH0171  VERT ORDER  -  FIRST     CLASS I
 AH0171
 AH0171.The horizontal coordinates were scaled from a topographic map and have
 AH0171.an estimated accuracy of +/- 6 seconds.
 AH0171
 AH0171.The orthometric height was determined by differential leveling
 AH0171.and adjusted by the National Geodetic Survey in June 1991..
 AH0171
 AH0171.The geoid height was determined by GEOID03.
 AH0171
 AH0171.The dynamic height is computed by dividing the NAVD 88
 AH0171.geopotential number by the normal gravity value computed on the
 AH0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0171.degrees latitude (g = 980.6199 gals.).
 AH0171
 AH0171.The modeled gravity was interpolated from observed gravity values.
 AH0171
 AH0171;                    North         East    Units  Estimated Accuracy
 AH0171;SPC TX S     - 5,246,970.      436,810.      MT  (+/- 180 meters Scaled)
 AH0171
 AH0171                          SUPERSEDED SURVEY CONTROL
 AH0171
 AH0171  NGVD 29 (??/??/92)    3.826  (m)           12.55   (f) ADJ UNCH    1 1
 AH0171
 AH0171.Superseded values are not recommended for survey control.
 AH0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0171.See file dsdata.txt to determine how the superseded data were derived.
 AH0171
 AH0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR859863(NAD 83)
 AH0171_MARKER: DB = BENCH MARK DISK
 AH0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0171_SP_SET: BRIDGE ABUTMENT
 AH0171_STAMPING: 1283
 AH0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0171
 AH0171  HISTORY     - Date     Condition        Report By
 AH0171  HISTORY     - UNK      MONUMENTED       TXHD
 AH0171  HISTORY     - 1978     GOOD             NGS
 AH0171  HISTORY     - 1989     GOOD             USPSQD
 AH0171  HISTORY     - 1989     GOOD             USPSQD
 AH0171  HISTORY     - 1989     GOOD             USPSQD
 AH0171  HISTORY     - 1989     GOOD             USPSQD
 AH0171  HISTORY     - 19970210 MARK NOT FOUND   NGS
 AH0171
 AH0171                          STATION DESCRIPTION
 AH0171
 AH0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0171'2.4 MI SE FROM ARANSAS PASS.
 AH0171'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 361 FROM THE JUNCTION WITH
 AH0171'STATE HIGHWAY 35 BUSINESS AT ARANSAS PASS. SET IN THE TOP OF THE
 AH0171'SOUTHWEST END OF BRIDGE ABUTMENT OVER MORRIS AND CUMMINGS CUT.
 AH0171'12 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 7 FEET EAST OF
 AH0171'THE EAST END OF A METAL GUARD RAIL.
 AH0171
 AH0171                          STATION RECOVERY (1989)
 AH0171
 AH0171'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AH0171'RECOVERED IN GOOD CONDITION.
 AH0171
 AH0171                          STATION RECOVERY (1989)
 AH0171
 AH0171'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0171'RECOVERED IN GOOD CONDITION.
 AH0171
 AH0171                          STATION RECOVERY (1989)
 AH0171
 AH0171'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0171'RECOVERED IN GOOD CONDITION.
 AH0171
 AH0171                          STATION RECOVERY (1989)
 AH0171
 AH0171'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0171'RECOVERED IN GOOD CONDITION.
 AH0171
 AH0171                          STATION RECOVERY (1997)
 AH0171
 AH0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0171'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0171'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1236 ***********************************************************************
 FL1236  DESIGNATION -  1284
 FL1236  PID         -  FL1236
 FL1236  STATE/COUNTY-  TX/POTTER
 FL1236  USGS QUAD   -  PULLMAN (1973)
 FL1236
 FL1236                         *CURRENT SURVEY CONTROL
 FL1236  ___________________________________________________________________
 FL1236* NAD 83(1986)-  35 11 32.     (N)    101 44 34.     (W)     SCALED    
 FL1236* NAVD 88     -      1087.518  (meters)    3567.97   (feet)  ADJUSTED  
 FL1236  ___________________________________________________________________
 FL1236  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL1236  DYNAMIC HT  -        1086.225 (meters)    3563.72  (feet)  COMP
 FL1236  MODELED GRAV-     979,407.8   (mgal)                       NAVD 88
 FL1236
 FL1236  VERT ORDER  -  SECOND    CLASS 0
 FL1236
 FL1236.The horizontal coordinates were scaled from a topographic map and have
 FL1236.an estimated accuracy of +/- 6 seconds.
 FL1236
 FL1236.The orthometric height was determined by differential leveling
 FL1236.and adjusted by the National Geodetic Survey in June 1991..
 FL1236
 FL1236.The geoid height was determined by GEOID03.
 FL1236
 FL1236.The dynamic height is computed by dividing the NAVD 88
 FL1236.geopotential number by the normal gravity value computed on the
 FL1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1236.degrees latitude (g = 980.6199 gals.).
 FL1236
 FL1236.The modeled gravity was interpolated from observed gravity values.
 FL1236
 FL1236;                    North         East    Units  Estimated Accuracy
 FL1236;SPC TX N     - 1,132,290.      177,890.      MT  (+/- 180 meters Scaled)
 FL1236
 FL1236                          SUPERSEDED SURVEY CONTROL
 FL1236
 FL1236  NGVD 29 (??/??/92) 1087.019  (m)         3566.33   (f) ADJ UNCH    2 0
 FL1236
 FL1236.Superseded values are not recommended for survey control.
 FL1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1236.See file dsdata.txt to determine how the superseded data were derived.
 FL1236
 FL1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD502978(NAD 83)
 FL1236_MARKER: DD = SURVEY DISK
 FL1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1236_STAMPING: 1284 1935
 FL1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1236+STABILITY: SURFACE MOTION
 FL1236
 FL1236  HISTORY     - Date     Condition        Report By
 FL1236  HISTORY     - 1935     MONUMENTED       TXGS
 FL1236  HISTORY     - 1943     MARK NOT FOUND   NGS
 FL1236  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 FL1236
 FL1236                          STATION DESCRIPTION
 FL1236
 FL1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1236'8.1 MI SE FROM AMARILLO.
 FL1236'8.1 MILES SOUTHEAST OF AMARILLO, POTTER COUNTY.  THIS BENCH MARK MAY
 FL1236'BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE NORTH ALONG TAYLOR
 FL1236'STREET, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY 60, AND THENCE 2.1
 FL1236'MILES SOUTH ALONG A GRADED ROAD.  IT IS AT THE INTERSECTION OF U.S.
 FL1236'HIGHWAY 287, BENEATH A TWO-WIRE COMMUNICATION LINE, 65 FEET SOUTHWEST
 FL1236'OF THE CENTER OF THE INTERSECTION, 42 FEET SOUTH OF THE CENTERLINE OF
 FL1236'THE HIGHWAY, AND 9 FEET WEST OF A NORTHEAST FENCE CORNER.  A STATE
 FL1236'SURVEY STANDARD DISK, STAMPED 1284 1935 AND SET IN THE TOP OF A
 FL1236'CONCRETE POST.  NOTE-- THE GENERAL LOCATION DESCRIBED IS AT A FIELD
 FL1236'ENTRANCE AND NEAR THE EDGE OF A CULTIVATED FIELD, SO THE MARK MAY HAVE
 FL1236'BEEN DESTROYED.
 FL1236
 FL1236                          STATION RECOVERY (2004)
 FL1236
 FL1236'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1235 ***********************************************************************
 FL1235  DESIGNATION -  1286 RESET 1955
 FL1235  PID         -  FL1235
 FL1235  STATE/COUNTY-  TX/POTTER
 FL1235  USGS QUAD   -  PULLMAN (1973)
 FL1235
 FL1235                         *CURRENT SURVEY CONTROL
 FL1235  ___________________________________________________________________
 FL1235* NAD 83(1986)-  35 12 15.     (N)    101 44 32.     (W)     SCALED    
 FL1235* NAVD 88     -      1098.01   (+/-2cm)    3602.4    (feet)  VERTCON   
 FL1235  ___________________________________________________________________
 FL1235  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL1235
 FL1235  VERT ORDER  -  THIRD (See Below)
 FL1235
 FL1235.The horizontal coordinates were scaled from a topographic map and have
 FL1235.an estimated accuracy of +/- 6 seconds.
 FL1235
 FL1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1235.The vertical order pertains to the NGVD 29 superseded value.
 FL1235
 FL1235.The geoid height was determined by GEOID03.
 FL1235
 FL1235;                    North         East    Units  Estimated Accuracy
 FL1235;SPC TX N     - 1,133,610.      177,950.      MT  (+/- 180 meters Scaled)
 FL1235
 FL1235                          SUPERSEDED SURVEY CONTROL
 FL1235
 FL1235  NGVD 29 (??/??/??) 1097.50   (m)         3600.7    (f) RESET       3  
 FL1235
 FL1235.Superseded values are not recommended for survey control.
 FL1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1235.See file dsdata.txt to determine how the superseded data were derived.
 FL1235
 FL1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD503991(NAD 83)
 FL1235_MARKER: DB = BENCH MARK DISK
 FL1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1235_SP_SET: MONUMENT
 FL1235_STAMPING: 1286 RESET 1955
 FL1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1235
 FL1235  HISTORY     - Date     Condition        Report By
 FL1235  HISTORY     - 1955     MONUMENTED       CGS
 FL1235
 FL1235                          STATION DESCRIPTION
 FL1235
 FL1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FL1235'05.4 MI E FROM AMARILLO.
 FL1235'ABOUT 05.4 MILES EAST OF AMARILLO, POTTER COUNTY ALONG THE WEST SIDE
 FL1235'OF A NORTH-SOUTH ROAD, ABOUT 01.4 MILES SOUTH OF HIGHWAY 60 AND 0.2
 FL1235'MILE NORTH OF THE RAILROAD CROSSING.  A STANDARD DISK STAMPED 1286
 FL1235'RESET 1955 AND SET IN A CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH
 FL1235'THE GROUND.  IT IS 1 FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE.  TO
 FL1235'REACH FROM THE POST OFFICE IN AMARILLO.  GO 1 MILE NORTH ON TAYLOR
 FL1235'STREET.  THEN TURN RIGHT AND GO EAST ON HIGHWAY NO. 60, 05.0 MILES TO
 FL1235'A CROSS ROAD WHICH IS ABOUT 1/4 MILE SOUTHWEST OF THE RADIO RANGE
 FL1235'STATION.  THEN TURN RIGHT AND GO SOUTH ON THE COUNTRY ROAD 01.4 MILES
 FL1235'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0298 ***********************************************************************
 DO0298  DESIGNATION -  128.61
 DO0298  PID         -  DO0298
 DO0298  STATE/COUNTY-  TX/WICHITA
 DO0298  USGS QUAD   -  IOWA PARK (1972)
 DO0298
 DO0298                         *CURRENT SURVEY CONTROL
 DO0298  ___________________________________________________________________
 DO0298* NAD 83(1986)-  33 57 40.     (N)    098 43 55.     (W)     SCALED    
 DO0298* NAVD 88     -       307.246  (meters)    1008.02   (feet)  ADJUSTED  
 DO0298  ___________________________________________________________________
 DO0298  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 DO0298  DYNAMIC HT  -         306.909 (meters)    1006.92  (feet)  COMP
 DO0298  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 DO0298
 DO0298  VERT ORDER  -  FIRST     CLASS II
 DO0298
 DO0298.The horizontal coordinates were scaled from a topographic map and have
 DO0298.an estimated accuracy of +/- 6 seconds.
 DO0298
 DO0298.The orthometric height was determined by differential leveling
 DO0298.and adjusted by the National Geodetic Survey in June 1991..
 DO0298
 DO0298.The geoid height was determined by GEOID03.
 DO0298
 DO0298.The dynamic height is computed by dividing the NAVD 88
 DO0298.geopotential number by the normal gravity value computed on the
 DO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0298.degrees latitude (g = 980.6199 gals.).
 DO0298
 DO0298.The modeled gravity was interpolated from observed gravity values.
 DO0298
 DO0298;                    North         East    Units  Estimated Accuracy
 DO0298;SPC TXNC     - 2,254,470.      578,560.      MT  (+/- 180 meters Scaled)
 DO0298
 DO0298                          SUPERSEDED SURVEY CONTROL
 DO0298
 DO0298  NGVD 29 (??/??/92)  307.163  (m)         1007.75   (f) ADJ UNCH    1 2
 DO0298
 DO0298.Superseded values are not recommended for survey control.
 DO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0298.See file dsdata.txt to determine how the superseded data were derived.
 DO0298
 DO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC247578(NAD 83)
 DO0298_MARKER: Q = CHISELED SQUARE
 DO0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0298_SP_SET: WALL
 DO0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0298
 DO0298  HISTORY     - Date     Condition        Report By
 DO0298  HISTORY     - UNK      MONUMENTED       BNRR
 DO0298  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0298  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0298
 DO0298                          STATION DESCRIPTION
 DO0298
 DO0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0298'3.6 MI NW FROM IOWA PARK.
 DO0298'3.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0298'IOWA PARK, WICHITA COUNTY, AT BRIDGE 128.61, AND ON THE SOUTHWEST
 DO0298'CORNER OF THE SOUTH PARAPET WALL.  A CHISELED SQUARE.  NOTE-- THE
 DO0298'CHISELED SQUARE COULD NOT BE IDENTIFIED.
 DO0298
 DO0298                          STATION RECOVERY (2001)
 DO0298
 DO0298'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0612 ***********************************************************************
 AW0612  DESIGNATION -  128+87.4
 AW0612  PID         -  AW0612
 AW0612  STATE/COUNTY-  TX/GALVESTON
 AW0612  USGS QUAD   -  
 AW0612
 AW0612                         *CURRENT SURVEY CONTROL
 AW0612  ___________________________________________________________________
 AW0612* NAD 83(1986)-  29 14 50.     (N)    094 51 36.     (W)     SCALED    
 AW0612* NAVD 88     -         4.554  (meters)      14.94   (feet)  ADJUSTED  
 AW0612  ___________________________________________________________________
 AW0612  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0612  DYNAMIC HT  -           4.548 (meters)      14.92  (feet)  COMP
 AW0612  MODELED GRAV-     979,256.8   (mgal)                       NAVD 88
 AW0612
 AW0612  VERT ORDER  -  FIRST     CLASS I
 AW0612
 AW0612.The horizontal coordinates were scaled from a topographic map and have
 AW0612.an estimated accuracy of +/- 6 seconds.
 AW0612
 AW0612.The orthometric height was determined by differential leveling
 AW0612.and adjusted by the National Geodetic Survey in June 1991..
 AW0612
 AW0612.The geoid height was determined by GEOID03.
 AW0612
 AW0612.The dynamic height is computed by dividing the NAVD 88
 AW0612.geopotential number by the normal gravity value computed on the
 AW0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0612.degrees latitude (g = 980.6199 gals.).
 AW0612
 AW0612.The modeled gravity was interpolated from observed gravity values.
 AW0612
 AW0612;                    North         East    Units  Estimated Accuracy
 AW0612;SPC TXSC     - 4,163,820.    1,002,300.      MT  (+/- 180 meters Scaled)
 AW0612
 AW0612                          SUPERSEDED SURVEY CONTROL
 AW0612
 AW0612  NGVD 29 (12/23/87)    4.551  (m)           14.93   (f) ADJUSTED    1 1
 AW0612
 AW0612.Superseded values are not recommended for survey control.
 AW0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0612.See file dsdata.txt to determine how the superseded data were derived.
 AW0612
 AW0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN192368(NAD 83)
 AW0612_MARKER: DD = SURVEY DISK
 AW0612_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0612_SP_SET: SEAWALL
 AW0612_STAMPING: 128+87.4
 AW0612_MARK LOGO: USE   
 AW0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0612+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0612
 AW0612  HISTORY     - Date     Condition        Report By
 AW0612  HISTORY     - UNK      MONUMENTED       USE
 AW0612  HISTORY     - 1964     GOOD             NGS
 AW0612  HISTORY     - 1978     GOOD             NGS
 AW0612  HISTORY     - 1986     GOOD             USPSQD
 AW0612  HISTORY     - 1987     GOOD             USPSQD
 AW0612  HISTORY     - 1987     GOOD             USPSQD
 AW0612  HISTORY     - 1987     GOOD             NGS
 AW0612  HISTORY     - 1988     GOOD             USPSQD
 AW0612  HISTORY     - 1988     GOOD             USPSQD
 AW0612  HISTORY     - 1988     GOOD             USPSQD
 AW0612  HISTORY     - 1988     GOOD             USPSQD
 AW0612  HISTORY     - 1988     GOOD             USPSQD
 AW0612  HISTORY     - 1988     GOOD             USPSQD
 AW0612  HISTORY     - 1988     GOOD             USPSQD
 AW0612  HISTORY     - 1988     GOOD             USPSQD
 AW0612  HISTORY     - 1988     GOOD             USPSQD
 AW0612  HISTORY     - 1988     GOOD             USPSQD
 AW0612  HISTORY     - 1989     GOOD             USPSQD
 AW0612  HISTORY     - 1989     GOOD             USPSQD
 AW0612  HISTORY     - 1989     GOOD             USPSQD
 AW0612  HISTORY     - 1989     GOOD             USPSQD
 AW0612  HISTORY     - 1989     GOOD             USPSQD
 AW0612  HISTORY     - 1989     GOOD             USPSQD
 AW0612  HISTORY     - 1989     GOOD             USPSQD
 AW0612  HISTORY     - 1989     GOOD             USPSQD
 AW0612  HISTORY     - 1989     GOOD             USPSQD
 AW0612  HISTORY     - 20020719 GOOD             USPSQD
 AW0612  HISTORY     - 20041122 GOOD             USPSQD
 AW0612  HISTORY     - 20051209 GOOD             USPSQD
 AW0612
 AW0612                          STATION DESCRIPTION
 AW0612
 AW0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0612'5.4 MI SW FROM GALVESTON.
 AW0612'ABOUT 5.4 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0612'CENTER AT GALVESTON, 52 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW0612'BOULEVARD, SET IN THE CENTER OF THE TOP OF A 3-FOOT WIDE CONCRETE SEA
 AW0612'WALL.
 AW0612
 AW0612                          STATION RECOVERY (1978)
 AW0612
 AW0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1986)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1987)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1987)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1987)
 AW0612
 AW0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1988)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1988)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1988)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1988)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1988)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1988)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1988)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1988)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1988)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1988)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1989)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1989)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1989)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1989)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1989)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1989)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1989)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1989)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (1989)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (2002)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0612'RECOVERED IN GOOD CONDITION.
 AW0612
 AW0612                          STATION RECOVERY (2004)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0612'GO TO N 29 14 49.8 W 094 51 35.0. 84.5 FEET EAST OF STAIRS TO BEACH.
 AW0612
 AW0612                          STATION RECOVERY (2005)
 AW0612
 AW0612'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0612'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0478 ***********************************************************************
 BL0478  DESIGNATION -  129
 BL0478  PID         -  BL0478
 BL0478  STATE/COUNTY-  TX/HARDIN
 BL0478  USGS QUAD   -  BRAGG (1984)
 BL0478
 BL0478                         *CURRENT SURVEY CONTROL
 BL0478  ___________________________________________________________________
 BL0478* NAD 83(1986)-  30 24 53.     (N)    094 33 02.     (W)     SCALED    
 BL0478* NAVD 88     -        36.34   (+/-2cm)     119.2    (feet)  VERTCON   
 BL0478  ___________________________________________________________________
 BL0478  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL0478
 BL0478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0478
 BL0478.The horizontal coordinates were scaled from a topographic map and have
 BL0478.an estimated accuracy of +/- 6 seconds.
 BL0478
 BL0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0478.The vertical order pertains to the NGVD 29 superseded value.
 BL0478
 BL0478.The geoid height was determined by GEOID03.
 BL0478
 BL0478;                    North         East    Units  Estimated Accuracy
 BL0478;SPC TX C     - 3,097,360.    1,255,340.      MT  (+/- 180 meters Scaled)
 BL0478
 BL0478                          SUPERSEDED SURVEY CONTROL
 BL0478
 BL0478  NGVD 29 (??/??/92)   36.345  (m)          119.24   (f) ADJ UNCH    2 0
 BL0478
 BL0478.Superseded values are not recommended for survey control.
 BL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0478.See file dsdata.txt to determine how the superseded data were derived.
 BL0478
 BL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP510657(NAD 83)
 BL0478_MARKER: Z = SEE DESCRIPTION
 BL0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0478_SP_SET: RAIL
 BL0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0478
 BL0478  HISTORY     - Date     Condition        Report By
 BL0478  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0478  HISTORY     - 1935     GOOD             NGS
 BL0478
 BL0478                          STATION DESCRIPTION
 BL0478
 BL0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0478'0.9 MI E FROM BRAGG.
 BL0478'0.9 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0478'STATION AT BRAGG, HARDIN COUNTY, OPPOSITE MILEPOST 129, AND 8 FEET
 BL0478'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0478'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0297 ***********************************************************************
 DO0297  DESIGNATION -  129
 DO0297  PID         -  DO0297
 DO0297  STATE/COUNTY-  TX/WICHITA
 DO0297  USGS QUAD   -  IOWA PARK (1972)
 DO0297
 DO0297                         *CURRENT SURVEY CONTROL
 DO0297  ___________________________________________________________________
 DO0297* NAD 83(1986)-  33 57 45.     (N)    098 44 18.     (W)     SCALED    
 DO0297* NAVD 88     -       306.737  (meters)    1006.35   (feet)  ADJUSTED  
 DO0297  ___________________________________________________________________
 DO0297  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DO0297  DYNAMIC HT  -         306.400 (meters)    1005.25  (feet)  COMP
 DO0297  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 DO0297
 DO0297  VERT ORDER  -  FIRST     CLASS II
 DO0297
 DO0297.The horizontal coordinates were scaled from a topographic map and have
 DO0297.an estimated accuracy of +/- 6 seconds.
 DO0297
 DO0297.The orthometric height was determined by differential leveling
 DO0297.and adjusted by the National Geodetic Survey in June 1991..
 DO0297
 DO0297.The geoid height was determined by GEOID03.
 DO0297
 DO0297.The dynamic height is computed by dividing the NAVD 88
 DO0297.geopotential number by the normal gravity value computed on the
 DO0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0297.degrees latitude (g = 980.6199 gals.).
 DO0297
 DO0297.The modeled gravity was interpolated from observed gravity values.
 DO0297
 DO0297;                    North         East    Units  Estimated Accuracy
 DO0297;SPC TXNC     - 2,254,620.      577,970.      MT  (+/- 180 meters Scaled)
 DO0297
 DO0297                          SUPERSEDED SURVEY CONTROL
 DO0297
 DO0297  NGVD 29 (??/??/92)  306.654  (m)         1006.08   (f) ADJ UNCH    1 2
 DO0297
 DO0297.Superseded values are not recommended for survey control.
 DO0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0297.See file dsdata.txt to determine how the superseded data were derived.
 DO0297
 DO0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC241580(NAD 83)
 DO0297_MARKER: Z = SEE DESCRIPTION
 DO0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0297_SP_SET: MILEPOST
 DO0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0297
 DO0297  HISTORY     - Date     Condition        Report By
 DO0297  HISTORY     - UNK      MONUMENTED       BNRR
 DO0297  HISTORY     - 1957     GOOD             NGS
 DO0297  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0297
 DO0297                          STATION DESCRIPTION
 DO0297
 DO0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0297'4.0 MI NW FROM IOWA PARK.
 DO0297'4.0 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0297'IOWA PARK, WICHITA COUNTY, AND ON THE TOP OF CONCRETE MILEPOST 129.
 DO0297'THE TOP OF THE MILEPOST.
 DO0297
 DO0297                          STATION RECOVERY (2001)
 DO0297
 DO0297'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0296 ***********************************************************************
 DO0296  DESIGNATION -  129.21
 DO0296  PID         -  DO0296
 DO0296  STATE/COUNTY-  TX/WICHITA
 DO0296  USGS QUAD   -  IOWA PARK (1972)
 DO0296
 DO0296                         *CURRENT SURVEY CONTROL
 DO0296  ___________________________________________________________________
 DO0296* NAD 83(1986)-  33 57 48.     (N)    098 44 31.     (W)     SCALED    
 DO0296* NAVD 88     -       307.317  (meters)    1008.26   (feet)  ADJUSTED  
 DO0296  ___________________________________________________________________
 DO0296  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DO0296  DYNAMIC HT  -         306.979 (meters)    1007.15  (feet)  COMP
 DO0296  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 DO0296
 DO0296  VERT ORDER  -  FIRST     CLASS II
 DO0296
 DO0296.The horizontal coordinates were scaled from a topographic map and have
 DO0296.an estimated accuracy of +/- 6 seconds.
 DO0296
 DO0296.The orthometric height was determined by differential leveling
 DO0296.and adjusted by the National Geodetic Survey in June 1991..
 DO0296
 DO0296.The geoid height was determined by GEOID03.
 DO0296
 DO0296.The dynamic height is computed by dividing the NAVD 88
 DO0296.geopotential number by the normal gravity value computed on the
 DO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0296.degrees latitude (g = 980.6199 gals.).
 DO0296
 DO0296.The modeled gravity was interpolated from observed gravity values.
 DO0296
 DO0296;                    North         East    Units  Estimated Accuracy
 DO0296;SPC TXNC     - 2,254,720.      577,640.      MT  (+/- 180 meters Scaled)
 DO0296
 DO0296                          SUPERSEDED SURVEY CONTROL
 DO0296
 DO0296  NGVD 29 (??/??/92)  307.235  (m)         1007.99   (f) ADJ UNCH    1 2
 DO0296
 DO0296.Superseded values are not recommended for survey control.
 DO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0296.See file dsdata.txt to determine how the superseded data were derived.
 DO0296
 DO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC238581(NAD 83)
 DO0296_MARKER: Q = CHISELED SQUARE
 DO0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0296_SP_SET: BRIDGE
 DO0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0296
 DO0296  HISTORY     - Date     Condition        Report By
 DO0296  HISTORY     - UNK      MONUMENTED       BNRR
 DO0296  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0296  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0296
 DO0296                          STATION DESCRIPTION
 DO0296
 DO0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0296'4.2 MI NW FROM IOWA PARK.
 DO0296'4.2 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0296'IOWA PARK, WICHITA COUNTY, AT BRIDGE 129.21, AND ON THE NORTHWEST
 DO0296'CORNER OF THE WEST BACK WALL.  A CHISELED SQUARE.  NOTE-- THE CHISELED
 DO0296'SQUARE COULD NOT BE IDENTIFIED.
 DO0296
 DO0296                          STATION RECOVERY (2001)
 DO0296
 DO0296'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1165 ***********************************************************************
 FL1165  DESIGNATION -  1293
 FL1165  PID         -  FL1165
 FL1165  STATE/COUNTY-  TX/POTTER
 FL1165  USGS QUAD   -  MAYER (1973)
 FL1165
 FL1165                         *CURRENT SURVEY CONTROL
 FL1165  ___________________________________________________________________
 FL1165* NAD 83(1986)-  35 16 25.     (N)    101 43 28.     (W)     SCALED    
 FL1165* NAVD 88     -      1097.086  (meters)    3599.36   (feet)  ADJUSTED  
 FL1165  ___________________________________________________________________
 FL1165  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FL1165  DYNAMIC HT  -        1095.787 (meters)    3595.09  (feet)  COMP
 FL1165  MODELED GRAV-     979,412.1   (mgal)                       NAVD 88
 FL1165
 FL1165  VERT ORDER  -  SECOND    CLASS 0
 FL1165
 FL1165.The horizontal coordinates were scaled from a topographic map and have
 FL1165.an estimated accuracy of +/- 6 seconds.
 FL1165
 FL1165.The orthometric height was determined by differential leveling
 FL1165.and adjusted by the National Geodetic Survey in June 1991..
 FL1165
 FL1165.The geoid height was determined by GEOID03.
 FL1165
 FL1165.The dynamic height is computed by dividing the NAVD 88
 FL1165.geopotential number by the normal gravity value computed on the
 FL1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1165.degrees latitude (g = 980.6199 gals.).
 FL1165
 FL1165.The modeled gravity was interpolated from observed gravity values.
 FL1165
 FL1165;                    North         East    Units  Estimated Accuracy
 FL1165;SPC TX N     - 1,141,310.      179,580.      MT  (+/- 180 meters Scaled)
 FL1165
 FL1165                          SUPERSEDED SURVEY CONTROL
 FL1165
 FL1165  NGVD 29 (??/??/92) 1096.584  (m)         3597.71   (f) ADJ UNCH    2 0
 FL1165
 FL1165.Superseded values are not recommended for survey control.
 FL1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1165.See file dsdata.txt to determine how the superseded data were derived.
 FL1165
 FL1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE521067(NAD 83)
 FL1165_MARKER: DD = SURVEY DISK
 FL1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1165_STAMPING: 1293 1935
 FL1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1165+STABILITY: SURFACE MOTION
 FL1165
 FL1165  HISTORY     - Date     Condition        Report By
 FL1165  HISTORY     - 1935     MONUMENTED       TXGS
 FL1165  HISTORY     - 1935     GOOD             NGS
 FL1165
 FL1165                          STATION DESCRIPTION
 FL1165
 FL1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1165'8.5 MI NE FROM AMARILLO.
 FL1165'TO REACH BENCHMARK FROM COURT HOUSE GO NORTH 1.0 MILE ON FILLMORE
 FL1165'STREET, THENCE EAST 2.5 MILES TO HIGHWAY NO. 136, THENCE ALONG HIGHWAY
 FL1165'NO. 136 NORTHEAST 5.0 MILES TO N-S ROAD.  BENCHMARK IS ON EAST LINE OF
 FL1165'SECTION 69, BLOCK 2, AB AND M SURVEY.  NORTH OF HIGHWAY NO. 136 AND
 FL1165'WEST OF DIRT ROAD.  4.0 FEET NORTH OF FENCE.  4.0 FEET WEST OF FENCE.
 FL1165'A BRICK SCHOOL HOUSE IS LOCATED 400 FEET NORTH OF BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1166 ***********************************************************************
 FL1166  DESIGNATION -  1294
 FL1166  PID         -  FL1166
 FL1166  STATE/COUNTY-  TX/POTTER
 FL1166  USGS QUAD   -  MAYER (1973)
 FL1166
 FL1166                         *CURRENT SURVEY CONTROL
 FL1166  ___________________________________________________________________
 FL1166* NAD 83(1986)-  35 16 57.     (N)    101 42 49.     (W)     SCALED    
 FL1166* NAVD 88     -      1087.422  (meters)    3567.65   (feet)  ADJUSTED  
 FL1166  ___________________________________________________________________
 FL1166  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL1166  DYNAMIC HT  -        1086.134 (meters)    3563.42  (feet)  COMP
 FL1166  MODELED GRAV-     979,412.1   (mgal)                       NAVD 88
 FL1166
 FL1166  VERT ORDER  -  SECOND    CLASS 0
 FL1166
 FL1166.The horizontal coordinates were scaled from a topographic map and have
 FL1166.an estimated accuracy of +/- 6 seconds.
 FL1166
 FL1166.The orthometric height was determined by differential leveling
 FL1166.and adjusted by the National Geodetic Survey in June 1991..
 FL1166
 FL1166.The geoid height was determined by GEOID03.
 FL1166
 FL1166.The dynamic height is computed by dividing the NAVD 88
 FL1166.geopotential number by the normal gravity value computed on the
 FL1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1166.degrees latitude (g = 980.6199 gals.).
 FL1166
 FL1166.The modeled gravity was interpolated from observed gravity values.
 FL1166
 FL1166;                    North         East    Units  Estimated Accuracy
 FL1166;SPC TX N     - 1,142,300.      180,570.      MT  (+/- 180 meters Scaled)
 FL1166
 FL1166                          SUPERSEDED SURVEY CONTROL
 FL1166
 FL1166  NGVD 29 (??/??/92) 1086.923  (m)         3566.01   (f) ADJ UNCH    2 0
 FL1166
 FL1166.Superseded values are not recommended for survey control.
 FL1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1166.See file dsdata.txt to determine how the superseded data were derived.
 FL1166
 FL1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE532077(NAD 83)
 FL1166_MARKER: DD = SURVEY DISK
 FL1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1166_STAMPING: 1294 1935
 FL1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1166+STABILITY: SURFACE MOTION
 FL1166
 FL1166  HISTORY     - Date     Condition        Report By
 FL1166  HISTORY     - 1935     MONUMENTED       TXGS
 FL1166  HISTORY     - 1935     GOOD             NGS
 FL1166
 FL1166                          STATION DESCRIPTION
 FL1166
 FL1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1166'9.4 MI NE FROM AMARILLO.
 FL1166'TO REACH BENCHMARK FROM COURT HOUSE GO NORTH 1.0 MILE ALONG FILLMORE
 FL1166'STREET, THENCE EAST 2.5 MILES TO HIGHWAY NO. 136, THENCE ALONG HIGHWAY
 FL1166'NO. 136 NORTHEAST 5.9 MILES.  BENCHMARK IS LOCATED IN SECTION 65,
 FL1166'BLOCK 2, AB AND M SURVEY.  0.9 MILES NORTHEAST OF BRICK SCHOOL HOUSE.
 FL1166'ON WEST SIDE OF HIGHWAY NO. 136.  4.0 FEET WEST OF FENCE. 40.0 FEET
 FL1166'SOUTHWEST OF N-S FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1167 ***********************************************************************
 FL1167  DESIGNATION -  1295
 FL1167  PID         -  FL1167
 FL1167  STATE/COUNTY-  TX/POTTER
 FL1167  USGS QUAD   -  MAYER (1973)
 FL1167
 FL1167                         *CURRENT SURVEY CONTROL
 FL1167  ___________________________________________________________________
 FL1167* NAD 83(1986)-  35 17 45.     (N)    101 41 50.     (W)     SCALED    
 FL1167* NAVD 88     -      1094.391  (meters)    3590.51   (feet)  ADJUSTED  
 FL1167  ___________________________________________________________________
 FL1167  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL1167  DYNAMIC HT  -        1093.095 (meters)    3586.26  (feet)  COMP
 FL1167  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 FL1167
 FL1167  VERT ORDER  -  SECOND    CLASS 0
 FL1167
 FL1167.The horizontal coordinates were scaled from a topographic map and have
 FL1167.an estimated accuracy of +/- 6 seconds.
 FL1167
 FL1167.The orthometric height was determined by differential leveling
 FL1167.and adjusted by the National Geodetic Survey in June 1991..
 FL1167
 FL1167.The geoid height was determined by GEOID03.
 FL1167
 FL1167.The dynamic height is computed by dividing the NAVD 88
 FL1167.geopotential number by the normal gravity value computed on the
 FL1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1167.degrees latitude (g = 980.6199 gals.).
 FL1167
 FL1167.The modeled gravity was interpolated from observed gravity values.
 FL1167
 FL1167;                    North         East    Units  Estimated Accuracy
 FL1167;SPC TX N     - 1,143,770.      182,060.      MT  (+/- 180 meters Scaled)
 FL1167
 FL1167                          SUPERSEDED SURVEY CONTROL
 FL1167
 FL1167  NGVD 29 (??/??/92) 1093.887  (m)         3588.86   (f) ADJ UNCH    2 0
 FL1167
 FL1167.Superseded values are not recommended for survey control.
 FL1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1167.See file dsdata.txt to determine how the superseded data were derived.
 FL1167
 FL1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE547091(NAD 83)
 FL1167_MARKER: DD = SURVEY DISK
 FL1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1167_STAMPING: 1295 1935
 FL1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1167+STABILITY: SURFACE MOTION
 FL1167
 FL1167  HISTORY     - Date     Condition        Report By
 FL1167  HISTORY     - 1935     MONUMENTED       TXGS
 FL1167  HISTORY     - 1935     GOOD             NGS
 FL1167
 FL1167                          STATION DESCRIPTION
 FL1167
 FL1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1167'10.5 MI NE FROM AMARILLO.
 FL1167'TO REACH BENCHMARK FROM COURT HOUSE GO NORTH 1.0 MILE ALONG FILLMORE
 FL1167'STREET, THENCE EAST 2.5 MILES TO HIGHWAY NO. 136, THENCE NORTHEAST
 FL1167'ALONG HIGHWAY NO. 136 7.0 MILES.  BENCHMARK IS SET IN SECTION 45,
 FL1167'BLOCK 2, AB AND M SURVEY.  ON PROPERTY LINE BETWEEN CONTINENTAL
 FL1167'REDUCTION PLANT AND POTTER COUNTY ROAD CAMP.  100.0 FEET NORTHEAST OF
 FL1167'SWITCH TRACK TO REDUCTION PLANT.  50.0 FEET WEST OF CENTER-LINE OF
 FL1167'PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1168 ***********************************************************************
 FL1168  DESIGNATION -  1296
 FL1168  PID         -  FL1168
 FL1168  STATE/COUNTY-  TX/POTTER
 FL1168  USGS QUAD   -  MAYER (1973)
 FL1168
 FL1168                         *CURRENT SURVEY CONTROL
 FL1168  ___________________________________________________________________
 FL1168* NAD 83(1986)-  35 18 10.     (N)    101 41 20.     (W)     SCALED    
 FL1168* NAVD 88     -      1095.352  (meters)    3593.67   (feet)  ADJUSTED  
 FL1168  ___________________________________________________________________
 FL1168  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL1168  DYNAMIC HT  -        1094.055 (meters)    3589.41  (feet)  COMP
 FL1168  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 FL1168
 FL1168  VERT ORDER  -  SECOND    CLASS 0
 FL1168
 FL1168.The horizontal coordinates were scaled from a topographic map and have
 FL1168.an estimated accuracy of +/- 6 seconds.
 FL1168
 FL1168.The orthometric height was determined by differential leveling
 FL1168.and adjusted by the National Geodetic Survey in June 1991..
 FL1168
 FL1168.The geoid height was determined by GEOID03.
 FL1168
 FL1168.The dynamic height is computed by dividing the NAVD 88
 FL1168.geopotential number by the normal gravity value computed on the
 FL1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1168.degrees latitude (g = 980.6199 gals.).
 FL1168
 FL1168.The modeled gravity was interpolated from observed gravity values.
 FL1168
 FL1168;                    North         East    Units  Estimated Accuracy
 FL1168;SPC TX N     - 1,144,540.      182,820.      MT  (+/- 180 meters Scaled)
 FL1168
 FL1168                          SUPERSEDED SURVEY CONTROL
 FL1168
 FL1168  NGVD 29 (??/??/92) 1094.845  (m)         3592.00   (f) ADJ UNCH    2 0
 FL1168
 FL1168.Superseded values are not recommended for survey control.
 FL1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1168.See file dsdata.txt to determine how the superseded data were derived.
 FL1168
 FL1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE555099(NAD 83)
 FL1168_MARKER: DD = SURVEY DISK
 FL1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1168_STAMPING: 1296 1935
 FL1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1168+STABILITY: SURFACE MOTION
 FL1168
 FL1168  HISTORY     - Date     Condition        Report By
 FL1168  HISTORY     - 1935     MONUMENTED       TXGS
 FL1168  HISTORY     - 1935     GOOD             NGS
 FL1168
 FL1168                          STATION DESCRIPTION
 FL1168
 FL1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1168'11.2 MI NE FROM AMARILLO.
 FL1168'TO REACH BENCHMARK FROM COURT HOUSE GO NORTH 1.0 MILE ALONG FILLMORE
 FL1168'STREET, THENCE 2.5 MILES EAST TO HIGHWAY NO. 136, THENCE NORTHEAST 7.7
 FL1168'MILES ALONG HIGHWAY NO. 136.  BENCHMARK IS LOCATED ON EAST LINE OF
 FL1168'SECTION 45, BLOCK 2, AB AND M SURVEY.  JUST WEST OF DIRT ROAD AND
 FL1168'NORTHWEST OF PAVED HIGHWAY.  4.0 FEET WEST OF FENCE.  9.0 FEET NORTH
 FL1168'OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1169 ***********************************************************************
 FL1169  DESIGNATION -  1297
 FL1169  PID         -  FL1169
 FL1169  STATE/COUNTY-  TX/POTTER
 FL1169  USGS QUAD   -  MAYER (1973)
 FL1169
 FL1169                         *CURRENT SURVEY CONTROL
 FL1169  ___________________________________________________________________
 FL1169* NAD 83(1986)-  35 18 34.     (N)    101 40 51.     (W)     SCALED    
 FL1169* NAVD 88     -      1094.621  (meters)    3591.27   (feet)  ADJUSTED  
 FL1169  ___________________________________________________________________
 FL1169  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL1169  DYNAMIC HT  -        1093.324 (meters)    3587.01  (feet)  COMP
 FL1169  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 FL1169
 FL1169  VERT ORDER  -  SECOND    CLASS 0
 FL1169
 FL1169.The horizontal coordinates were scaled from a topographic map and have
 FL1169.an estimated accuracy of +/- 6 seconds.
 FL1169
 FL1169.The orthometric height was determined by differential leveling
 FL1169.and adjusted by the National Geodetic Survey in June 1991..
 FL1169
 FL1169.The geoid height was determined by GEOID03.
 FL1169
 FL1169.The dynamic height is computed by dividing the NAVD 88
 FL1169.geopotential number by the normal gravity value computed on the
 FL1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1169.degrees latitude (g = 980.6199 gals.).
 FL1169
 FL1169.The modeled gravity was interpolated from observed gravity values.
 FL1169
 FL1169;                    North         East    Units  Estimated Accuracy
 FL1169;SPC TX N     - 1,145,280.      183,560.      MT  (+/- 180 meters Scaled)
 FL1169
 FL1169                          SUPERSEDED SURVEY CONTROL
 FL1169
 FL1169  NGVD 29 (??/??/92) 1094.113  (m)         3589.60   (f) ADJ UNCH    2 0
 FL1169
 FL1169.Superseded values are not recommended for survey control.
 FL1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1169.See file dsdata.txt to determine how the superseded data were derived.
 FL1169
 FL1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE562106(NAD 83)
 FL1169_MARKER: DD = SURVEY DISK
 FL1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1169_STAMPING: 1297 1935
 FL1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1169+STABILITY: SURFACE MOTION
 FL1169
 FL1169  HISTORY     - Date     Condition        Report By
 FL1169  HISTORY     - 1935     MONUMENTED       TXGS
 FL1169  HISTORY     - 1935     GOOD             NGS
 FL1169
 FL1169                          STATION DESCRIPTION
 FL1169
 FL1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1169'11.8 MI NE FROM AMARILLO.
 FL1169'TO REACH BENCHMARK FROM COURT HOUSE GO NORTH 1.0 MILE ALONG FILLMORE
 FL1169'STREET, THENCE 2.5 MILES EAST TO HIGHWAY NO. 136, THENCE NORTHEAST 8.3
 FL1169'MILES ALONG HIGHWAY NO. 136.  BENCHMARK IS LOCATED 100 FEET NORTH OF
 FL1169'SOUTH LINE OF SECTION 4, BLOCK 1, BS AND F SURVEY.  ON WEST SIDE OF
 FL1169'HIGHWAY NO. 136.  100 FEET NORTH OF DIRT ROAD.  AND IN FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1170 ***********************************************************************
 FL1170  DESIGNATION -  1298
 FL1170  PID         -  FL1170
 FL1170  STATE/COUNTY-  TX/POTTER
 FL1170  USGS QUAD   -  MAYER (1973)
 FL1170
 FL1170                         *CURRENT SURVEY CONTROL
 FL1170  ___________________________________________________________________
 FL1170* NAD 83(1986)-  35 19 08.     (N)    101 40 10.     (W)     SCALED    
 FL1170* NAVD 88     -      1096.299  (meters)    3596.77   (feet)  ADJUSTED  
 FL1170  ___________________________________________________________________
 FL1170  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL1170  DYNAMIC HT  -        1095.001 (meters)    3592.52  (feet)  COMP
 FL1170  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 FL1170
 FL1170  VERT ORDER  -  SECOND    CLASS 0
 FL1170
 FL1170.The horizontal coordinates were scaled from a topographic map and have
 FL1170.an estimated accuracy of +/- 6 seconds.
 FL1170
 FL1170.The orthometric height was determined by differential leveling
 FL1170.and adjusted by the National Geodetic Survey in June 1991..
 FL1170.WARNING-Repeat measurements at this control monument indicate possible
 FL1170.vertical movement.
 FL1170
 FL1170.The geoid height was determined by GEOID03.
 FL1170
 FL1170.The dynamic height is computed by dividing the NAVD 88
 FL1170.geopotential number by the normal gravity value computed on the
 FL1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1170.degrees latitude (g = 980.6199 gals.).
 FL1170
 FL1170.The modeled gravity was interpolated from observed gravity values.
 FL1170
 FL1170;                    North         East    Units  Estimated Accuracy
 FL1170;SPC TX N     - 1,146,330.      184,590.      MT  (+/- 180 meters Scaled)
 FL1170
 FL1170                          SUPERSEDED SURVEY CONTROL
 FL1170
 FL1170  NGVD 29 (??/??/92) 1095.778  (m)         3595.07   (f) ADJ UNCH    2 0
 FL1170
 FL1170.Superseded values are not recommended for survey control.
 FL1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1170.See file dsdata.txt to determine how the superseded data were derived.
 FL1170
 FL1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE573116(NAD 83)
 FL1170_MARKER: DD = SURVEY DISK
 FL1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1170_STAMPING: 1298 1935
 FL1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1170+STABILITY: SURFACE MOTION
 FL1170
 FL1170  HISTORY     - Date     Condition        Report By
 FL1170  HISTORY     - 1935     MONUMENTED       TXGS
 FL1170  HISTORY     - 1935     GOOD             NGS
 FL1170
 FL1170                          STATION DESCRIPTION
 FL1170
 FL1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1170'13.0 MI NE FROM AMARILLO.
 FL1170'TO REACH BENCHMARK FROM COURT HOUSE GO NORTH 1.0 MILE ALONG FILLMORE
 FL1170'STREET, THENCE 2.5 MILES EAST TO HIGHWAY NO. 136, THENCE NORTHEAST 9.5
 FL1170'MILES ALONG HIGHWAY NO. 136.  BENCHMARK IS LOCATED NEAR WEST LINE OF
 FL1170'SECTION 3, BLOCK 1, BS AND F SURVEY.  ON WEST SIDE OF ROAD.  3.0 FEET
 FL1170'WEST OF FENCE.  0.5 MILE SOUTHWEST OF MASTERSON FILLING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1171 ***********************************************************************
 FL1171  DESIGNATION -  1299
 FL1171  PID         -  FL1171
 FL1171  STATE/COUNTY-  TX/POTTER
 FL1171  USGS QUAD   -  MAYER (1973)
 FL1171
 FL1171                         *CURRENT SURVEY CONTROL
 FL1171  ___________________________________________________________________
 FL1171* NAD 83(1986)-  35 19 26.     (N)    101 39 47.     (W)     SCALED    
 FL1171* NAVD 88     -      1095.745  (meters)    3594.96   (feet)  ADJUSTED  
 FL1171  ___________________________________________________________________
 FL1171  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL1171  DYNAMIC HT  -        1094.447 (meters)    3590.70  (feet)  COMP
 FL1171  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 FL1171
 FL1171  VERT ORDER  -  SECOND    CLASS 0
 FL1171
 FL1171.The horizontal coordinates were scaled from a topographic map and have
 FL1171.an estimated accuracy of +/- 6 seconds.
 FL1171
 FL1171.The orthometric height was determined by differential leveling
 FL1171.and adjusted by the National Geodetic Survey in June 1991..
 FL1171
 FL1171.The geoid height was determined by GEOID03.
 FL1171
 FL1171.The dynamic height is computed by dividing the NAVD 88
 FL1171.geopotential number by the normal gravity value computed on the
 FL1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1171.degrees latitude (g = 980.6199 gals.).
 FL1171
 FL1171.The modeled gravity was interpolated from observed gravity values.
 FL1171
 FL1171;                    North         East    Units  Estimated Accuracy
 FL1171;SPC TX N     - 1,146,880.      185,180.      MT  (+/- 180 meters Scaled)
 FL1171
 FL1171                          SUPERSEDED SURVEY CONTROL
 FL1171
 FL1171  NGVD 29 (??/??/92) 1095.234  (m)         3593.28   (f) ADJ UNCH    2 0
 FL1171
 FL1171.Superseded values are not recommended for survey control.
 FL1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1171.See file dsdata.txt to determine how the superseded data were derived.
 FL1171
 FL1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE579122(NAD 83)
 FL1171_MARKER: DD = SURVEY DISK
 FL1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1171_STAMPING: 1299 1935
 FL1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1171+STABILITY: SURFACE MOTION
 FL1171
 FL1171  HISTORY     - Date     Condition        Report By
 FL1171  HISTORY     - 1935     MONUMENTED       TXGS
 FL1171  HISTORY     - 1935     GOOD             NGS
 FL1171
 FL1171                          STATION DESCRIPTION
 FL1171
 FL1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1171'13.5 MI NE FROM AMARILLO.
 FL1171'TO REACH BENCHMARK FROM COURT HOUSE GO NORTH 1.0 MILE ALONG FILLMORE
 FL1171'STREET, THENCE 2.5 MILES EAST TO HIGHWAY NO. 136, THENCE NORTHEAST
 FL1171'10.0 MILES ALONG HIGHWAY NO. 136.  BENCHMARK IS LOCATED JUST WEST OF
 FL1171'PAVED ROAD.  150 FEET NORTH OF FILLING STATION.  200 FEET NORTH OF
 FL1171'CALECHE ROAD RUNNING E-W.  5.0 FEET WEST OF FENCE.  3.0 FEET SOUTH OF
 FL1171'YARD FENCE.  MASTERSON BRICK SCHOOL 300 YARDS EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0633 ***********************************************************************
 BY0633  DESIGNATION -  13
 BY0633  PID         -  BY0633
 BY0633  STATE/COUNTY-  TX/JASPER
 BY0633  USGS QUAD   -  ROCKLAND (1984)
 BY0633
 BY0633                         *CURRENT SURVEY CONTROL
 BY0633  ___________________________________________________________________
 BY0633* NAD 83(1986)-  31 01 42.     (N)    094 24 03.     (W)     SCALED    
 BY0633* NAVD 88     -        39.39   (+/-2cm)     129.2    (feet)  VERTCON   
 BY0633  ___________________________________________________________________
 BY0633  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BY0633
 BY0633  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0633
 BY0633.The horizontal coordinates were scaled from a topographic map and have
 BY0633.an estimated accuracy of +/- 6 seconds.
 BY0633
 BY0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0633.The vertical order pertains to the NGVD 29 superseded value.
 BY0633
 BY0633.The geoid height was determined by GEOID03.
 BY0633
 BY0633;                    North         East    Units  Estimated Accuracy
 BY0633;SPC TX C     - 3,166,050.    1,266,080.      MT  (+/- 180 meters Scaled)
 BY0633
 BY0633                          SUPERSEDED SURVEY CONTROL
 BY0633
 BY0633  NGVD 29 (??/??/92)   39.40   (m)          129.3    (f) COMPUTED    2 0
 BY0633
 BY0633.Superseded values are not recommended for survey control.
 BY0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0633.See file dsdata.txt to determine how the superseded data were derived.
 BY0633
 BY0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ663335(NAD 83)
 BY0633_MARKER: DD = SURVEY DISK
 BY0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0633_STAMPING: B.M. NO. 13
 BY0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0633+STABILITY: SURFACE MOTION
 BY0633
 BY0633  HISTORY     - Date     Condition        Report By
 BY0633  HISTORY     - UNK      MONUMENTED       USGS
 BY0633  HISTORY     - 1949     GOOD             NGS
 BY0633
 BY0633                          STATION DESCRIPTION
 BY0633
 BY0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0633'2.1 MI N FROM ROCKLAND.
 BY0633'1.0 MILE WEST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS RAILWAY
 BY0633'STATION AT ROCKLAND, THENCE 1.1 MILES NORTH ALONG U.S. HIGHWAY NO. 69,
 BY0633'0.15 MILE NORTH OF THE NORTH END OF THE APPROACH OF THE BRIDGE OVER
 BY0633'THE NECHES RIVER, 152.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BY0633'14.0 FEET NORTH OF AN 18-INCH PINE WITH A TRIANGULAR BLAZE ON THE EAST
 BY0633'SIDE OF THE TREE, 13.3 FEET NORTHEAST OF A 24-INCH PINE WITH A
 BY0633'TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 1.6 FEET NORTH OF A
 BY0633'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT
 BY0633'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0035 ***********************************************************************
 DQ0035  DESIGNATION -  13
 DQ0035  PID         -  DQ0035
 DQ0035  STATE/COUNTY-  TX/HOCKLEY
 DQ0035  USGS QUAD   -  SMYER (1984)
 DQ0035
 DQ0035                         *CURRENT SURVEY CONTROL
 DQ0035  ___________________________________________________________________
 DQ0035* NAD 83(1986)-  33 34 59.     (N)    102 09 36.     (W)     SCALED    
 DQ0035* NAVD 88     -      1032.206  (meters)    3386.50   (feet)  ADJUSTED  
 DQ0035  ___________________________________________________________________
 DQ0035  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 DQ0035  DYNAMIC HT  -        1030.860 (meters)    3382.08  (feet)  COMP
 DQ0035  MODELED GRAV-     979,297.5   (mgal)                       NAVD 88
 DQ0035
 DQ0035  VERT ORDER  -  SECOND    CLASS 0
 DQ0035
 DQ0035.The horizontal coordinates were scaled from a topographic map and have
 DQ0035.an estimated accuracy of +/- 6 seconds.
 DQ0035
 DQ0035.The orthometric height was determined by differential leveling
 DQ0035.and adjusted by the National Geodetic Survey in June 1991..
 DQ0035
 DQ0035.The geoid height was determined by GEOID03.
 DQ0035
 DQ0035.The dynamic height is computed by dividing the NAVD 88
 DQ0035.geopotential number by the normal gravity value computed on the
 DQ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0035.degrees latitude (g = 980.6199 gals.).
 DQ0035
 DQ0035.The modeled gravity was interpolated from observed gravity values.
 DQ0035
 DQ0035;                    North         East    Units  Estimated Accuracy
 DQ0035;SPC TXNC     - 2,218,430.      260,330.      MT  (+/- 180 meters Scaled)
 DQ0035
 DQ0035                          SUPERSEDED SURVEY CONTROL
 DQ0035
 DQ0035  NGVD 29 (??/??/92) 1031.823  (m)         3385.24   (f) ADJ UNCH    2 0
 DQ0035
 DQ0035.Superseded values are not recommended for survey control.
 DQ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0035.See file dsdata.txt to determine how the superseded data were derived.
 DQ0035
 DQ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT635195(NAD 83)
 DQ0035_MARKER: B = BOLT
 DQ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0035+STABILITY: SURFACE MOTION
 DQ0035
 DQ0035  HISTORY     - Date     Condition        Report By
 DQ0035  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0035  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0035
 DQ0035                          STATION DESCRIPTION
 DQ0035
 DQ0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0035'IN SMYER.
 DQ0035'AT SMYER, HOCKLEY COUNTY, 0.3 MILE EAST OF THE PANHANDLE AND SANTA FE
 DQ0035'RAILWAY STATION, 350 FEET SOUTHWEST OF THE SMYER GIN CO., 123 FEET
 DQ0035'NORTH OF MILEPOST 13, 105 FEET NORTH OF A STOCK PEN, AND 83 FEET NORTH
 DQ0035'OF THE CENTERLINE OF THE MAIN TRACK.  A TRACK BOLT SET IN THE TOP OF A
 DQ0035'CONCRETE POST.  NOTE-- OLD DESCRIPTION TIE POINTS SOMEWHAT INDEFINITE.
 DQ0035'SEARCH MADE IN AREA AND SOME EXCAVATIONS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0662 ***********************************************************************
 FL0662  DESIGNATION -  13
 FL0662  PID         -  FL0662
 FL0662  STATE/COUNTY-  TX/GRAY
 FL0662  USGS QUAD   -  LAKETON (1966)
 FL0662
 FL0662                         *CURRENT SURVEY CONTROL
 FL0662  ___________________________________________________________________
 FL0662* NAD 83(1986)-  35 32 56.     (N)    100 43 35.     (W)     SCALED    
 FL0662* NAVD 88     -       948.165  (meters)    3110.77   (feet)  ADJUSTED  
 FL0662  ___________________________________________________________________
 FL0662  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0662  DYNAMIC HT  -         947.127 (meters)    3107.37  (feet)  COMP
 FL0662  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 FL0662
 FL0662  VERT ORDER  -  SECOND    CLASS 0
 FL0662
 FL0662.The horizontal coordinates were scaled from a topographic map and have
 FL0662.an estimated accuracy of +/- 6 seconds.
 FL0662
 FL0662.The orthometric height was determined by differential leveling
 FL0662.and adjusted by the National Geodetic Survey in June 1991..
 FL0662
 FL0662.The geoid height was determined by GEOID03.
 FL0662
 FL0662.The dynamic height is computed by dividing the NAVD 88
 FL0662.geopotential number by the normal gravity value computed on the
 FL0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0662.degrees latitude (g = 980.6199 gals.).
 FL0662
 FL0662.The modeled gravity was interpolated from observed gravity values.
 FL0662
 FL0662;                    North         East    Units  Estimated Accuracy
 FL0662;SPC TX N     - 1,172,100.      270,140.      MT  (+/- 180 meters Scaled)
 FL0662
 FL0662                          SUPERSEDED SURVEY CONTROL
 FL0662
 FL0662  NGVD 29 (??/??/92)  947.784  (m)         3109.52   (f) ADJ UNCH    2 0
 FL0662
 FL0662.Superseded values are not recommended for survey control.
 FL0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0662.See file dsdata.txt to determine how the superseded data were derived.
 FL0662
 FL0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE435352(NAD 83)
 FL0662_MARKER: B = BOLT
 FL0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0662+STABILITY: SURFACE MOTION
 FL0662
 FL0662  HISTORY     - Date     Condition        Report By
 FL0662  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0662  HISTORY     - 1935     GOOD             NGS
 FL0662
 FL0662                          STATION DESCRIPTION
 FL0662
 FL0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0662'6.0 MI W FROM LAKETON.
 FL0662'ALONG AT AND SF RAILROAD BETWEEN PAMPA AND LAKETON.
 FL0662'93.5 FEET SOUTHWEST OF MILE POST NO. 13.  60.2 FEET SOUTH OF SOUTH
 FL0662'RAIL.  1.2 FEET NORTH OF RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1133 ***********************************************************************
 FL1133  DESIGNATION -  13
 FL1133  PID         -  FL1133
 FL1133  STATE/COUNTY-  TX/POTTER
 FL1133  USGS QUAD   -  CHUNKY (1969)
 FL1133
 FL1133                         *CURRENT SURVEY CONTROL
 FL1133  ___________________________________________________________________
 FL1133* NAD 83(1986)-  35 22 57.     (N)    101 49 31.     (W)     SCALED    
 FL1133* NAVD 88     -       995.725  (meters)    3266.81   (feet)  ADJUSTED  
 FL1133  ___________________________________________________________________
 FL1133  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1133  DYNAMIC HT  -         994.561 (meters)    3262.99  (feet)  COMP
 FL1133  MODELED GRAV-     979,431.8   (mgal)                       NAVD 88
 FL1133
 FL1133  VERT ORDER  -  SECOND    CLASS 0
 FL1133
 FL1133.The horizontal coordinates were scaled from a topographic map and have
 FL1133.an estimated accuracy of +/- 6 seconds.
 FL1133
 FL1133.The orthometric height was determined by differential leveling
 FL1133.and adjusted by the National Geodetic Survey in June 1991..
 FL1133
 FL1133.The geoid height was determined by GEOID03.
 FL1133
 FL1133.The dynamic height is computed by dividing the NAVD 88
 FL1133.geopotential number by the normal gravity value computed on the
 FL1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1133.degrees latitude (g = 980.6199 gals.).
 FL1133
 FL1133.The modeled gravity was interpolated from observed gravity values.
 FL1133
 FL1133;                    North         East    Units  Estimated Accuracy
 FL1133;SPC TX N     - 1,153,420.      170,450.      MT  (+/- 180 meters Scaled)
 FL1133
 FL1133                          SUPERSEDED SURVEY CONTROL
 FL1133
 FL1133  NGVD 29 (??/??/92)  995.236  (m)         3265.20   (f) ADJ UNCH    2 0
 FL1133
 FL1133.Superseded values are not recommended for survey control.
 FL1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1133.See file dsdata.txt to determine how the superseded data were derived.
 FL1133
 FL1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE433191(NAD 83)
 FL1133_MARKER: B = BOLT
 FL1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1133+STABILITY: SURFACE MOTION
 FL1133
 FL1133  HISTORY     - Date     Condition        Report By
 FL1133  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1133  HISTORY     - 1934     GOOD             NGS
 FL1133
 FL1133                          STATION DESCRIPTION
 FL1133
 FL1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1133'14.4 MI N FROM AMARILLO.
 FL1133'14.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1133'AMARILLO, POTTER COUNTY, 0.1 MILE NORTHWEST OF MILEPOST 13, 148 FEET
 FL1133'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTHWEST OF THE
 FL1133'RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2178 ***********************************************************************
 CS2178  DESIGNATION -  13 A
 CS2178  PID         -  CS2178
 CS2178  STATE/COUNTY-  TX/JOHNSON
 CS2178  USGS QUAD   -  GODLEY (1979)
 CS2178
 CS2178                         *CURRENT SURVEY CONTROL
 CS2178  ___________________________________________________________________
 CS2178* NAD 83(1986)-  32 28 29.     (N)    097 33 51.     (W)     SCALED    
 CS2178* NAVD 88     -       299.720  (meters)     983.33   (feet)  ADJUSTED  
 CS2178  ___________________________________________________________________
 CS2178  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CS2178  DYNAMIC HT  -         299.357 (meters)     982.14  (feet)  COMP
 CS2178  MODELED GRAV-     979,417.1   (mgal)                       NAVD 88
 CS2178
 CS2178  VERT ORDER  -  SECOND    CLASS 0
 CS2178
 CS2178.The horizontal coordinates were scaled from a topographic map and have
 CS2178.an estimated accuracy of +/- 6 seconds.
 CS2178
 CS2178.The orthometric height was determined by differential leveling
 CS2178.and adjusted by the National Geodetic Survey in June 1991..
 CS2178
 CS2178.The geoid height was determined by GEOID03.
 CS2178
 CS2178.The dynamic height is computed by dividing the NAVD 88
 CS2178.geopotential number by the normal gravity value computed on the
 CS2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2178.degrees latitude (g = 980.6199 gals.).
 CS2178
 CS2178.The modeled gravity was interpolated from observed gravity values.
 CS2178
 CS2178;                    North         East    Units  Estimated Accuracy
 CS2178;SPC TXNC     - 2,090,000.      687,960.      MT  (+/- 180 meters Scaled)
 CS2178
 CS2178                          SUPERSEDED SURVEY CONTROL
 CS2178
 CS2178  NGVD 29 (??/??/92)  299.700  (m)          983.27   (f) ADJ UNCH    2 0
 CS2178
 CS2178.Superseded values are not recommended for survey control.
 CS2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2178.See file dsdata.txt to determine how the superseded data were derived.
 CS2178
 CS2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA349939(NAD 83)
 CS2178_MARKER: Q = CHISELED SQUARE
 CS2178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2178_SP_SET: BRIDGE
 CS2178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2178
 CS2178  HISTORY     - Date     Condition        Report By
 CS2178  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2178  HISTORY     - 1953     GOOD             NGS
 CS2178  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2178
 CS2178                          STATION DESCRIPTION
 CS2178
 CS2178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CS2178'2.9 MI NW FROM GODLEY.
 CS2178'ABOUT 2.9 MILES NORTHWEST ALONG THE G.C. AND S.F.R.R. FROM THE MAIN
 CS2178'STREET CROSSING AT GODLEY, JOHNSON COUNTY, AT BRIDGE 13 A AT THE TOP
 CS2178'OF THE SOUTH EAST CONCRETE HEAD WALL.  A CHISELED SQUARE.  NOTE-- (NOT
 CS2178'A CROSS AS STATED IN THE ORIGINAL DESCRIPTION).
 CS2178
 CS2178                          STATION RECOVERY (1999)
 CS2178
 CS2178'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2179 ***********************************************************************
 CS2179  DESIGNATION -  13 C
 CS2179  PID         -  CS2179
 CS2179  STATE/COUNTY-  TX/JOHNSON
 CS2179  USGS QUAD   -  GODLEY (1979)
 CS2179
 CS2179                         *CURRENT SURVEY CONTROL
 CS2179  ___________________________________________________________________
 CS2179* NAD 83(1986)-  32 28 51.     (N)    097 34 14.     (W)     SCALED    
 CS2179* NAVD 88     -       303.831  (meters)     996.82   (feet)  ADJUSTED  
 CS2179  ___________________________________________________________________
 CS2179  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CS2179  DYNAMIC HT  -         303.462 (meters)     995.61  (feet)  COMP
 CS2179  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 CS2179
 CS2179  VERT ORDER  -  SECOND    CLASS 0
 CS2179
 CS2179.The horizontal coordinates were scaled from a topographic map and have
 CS2179.an estimated accuracy of +/- 6 seconds.
 CS2179
 CS2179.The orthometric height was determined by differential leveling
 CS2179.and adjusted by the National Geodetic Survey in June 1991..
 CS2179
 CS2179.The geoid height was determined by GEOID03.
 CS2179
 CS2179.The dynamic height is computed by dividing the NAVD 88
 CS2179.geopotential number by the normal gravity value computed on the
 CS2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2179.degrees latitude (g = 980.6199 gals.).
 CS2179
 CS2179.The modeled gravity was interpolated from observed gravity values.
 CS2179
 CS2179;                    North         East    Units  Estimated Accuracy
 CS2179;SPC TXNC     - 2,090,670.      687,360.      MT  (+/- 180 meters Scaled)
 CS2179
 CS2179                          SUPERSEDED SURVEY CONTROL
 CS2179
 CS2179  NGVD 29 (??/??/92)  303.809  (m)          996.75   (f) ADJ UNCH    2 0
 CS2179
 CS2179.Superseded values are not recommended for survey control.
 CS2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2179.See file dsdata.txt to determine how the superseded data were derived.
 CS2179
 CS2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA343946(NAD 83)
 CS2179_MARKER: Q = CHISELED SQUARE
 CS2179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2179_SP_SET: BRIDGE
 CS2179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2179
 CS2179  HISTORY     - Date     Condition        Report By
 CS2179  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2179  HISTORY     - 1953     GOOD             NGS
 CS2179  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2179
 CS2179                          STATION DESCRIPTION
 CS2179
 CS2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CS2179'3.5 MI NW FROM GODLEY.
 CS2179'ABOUT 3.5 MILES NORTHWEST ALONG THE G.C. AND S.F.R.R. FROM THE MAIN
 CS2179'STREET CROSSING AT GODLEY, JOHNSON COUNTY, AT BRIDGE 13 C, AND ON THE
 CS2179'TOP OF THE SOUTHEAST CORNER OF THE EAST CONCRETE HEADWALL.  A CHISELED
 CS2179'SQUARE.  (THE ORIGINAL DESCRIPTION STATES THE MARK IS A CHISELED CROSS
 CS2179'WHICH IS BELIEVED TO BE AN ERROR.)
 CS2179
 CS2179                          STATION RECOVERY (1999)
 CS2179
 CS2179'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0076 ***********************************************************************
 CB0076  DESIGNATION -  13 EEP
 CB0076  PID         -  CB0076
 CB0076  STATE/COUNTY-  TX/COKE
 CB0076  USGS QUAD   -  BRONTE (1987)
 CB0076
 CB0076                         *CURRENT SURVEY CONTROL
 CB0076  ___________________________________________________________________
 CB0076* NAD 83(1986)-  31 53 32.     (N)    100 21 50.     (W)     SCALED    
 CB0076* NAVD 88     -       559.986  (meters)    1837.22   (feet)  ADJUSTED  
 CB0076  ___________________________________________________________________
 CB0076  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 CB0076  DYNAMIC HT  -         559.248 (meters)    1834.80  (feet)  COMP
 CB0076  MODELED GRAV-     979,303.4   (mgal)                       NAVD 88
 CB0076
 CB0076  VERT ORDER  -  SECOND    CLASS 0
 CB0076
 CB0076.The horizontal coordinates were scaled from a topographic map and have
 CB0076.an estimated accuracy of +/- 6 seconds.
 CB0076
 CB0076.The orthometric height was determined by differential leveling
 CB0076.and adjusted by the National Geodetic Survey in June 1991..
 CB0076
 CB0076.The geoid height was determined by GEOID03.
 CB0076
 CB0076.The dynamic height is computed by dividing the NAVD 88
 CB0076.geopotential number by the normal gravity value computed on the
 CB0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0076.degrees latitude (g = 980.6199 gals.).
 CB0076
 CB0076.The modeled gravity was interpolated from observed gravity values.
 CB0076
 CB0076;                    North         East    Units  Estimated Accuracy
 CB0076;SPC TX C     - 3,246,730.      697,110.      MT  (+/- 180 meters Scaled)
 CB0076
 CB0076                          SUPERSEDED SURVEY CONTROL
 CB0076
 CB0076  NGVD 29 (??/??/92)  559.793  (m)         1836.59   (f) ADJ UNCH    2 0
 CB0076
 CB0076.Superseded values are not recommended for survey control.
 CB0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0076.See file dsdata.txt to determine how the superseded data were derived.
 CB0076
 CB0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA710293(NAD 83)
 CB0076_MARKER: DD = SURVEY DISK
 CB0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0076_STAMPING: 13 EEP 1837 1959
 CB0076_PROJECTION: FLUSH
 CB0076_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0076+STABILITY: SURFACE MOTION
 CB0076
 CB0076  HISTORY     - Date     Condition        Report By
 CB0076  HISTORY     - 1959     MONUMENTED       CGS
 CB0076  HISTORY     - 1961     GOOD             NGS
 CB0076  HISTORY     - 19980317 GOOD             TXDOT
 CB0076
 CB0076                          STATION DESCRIPTION
 CB0076
 CB0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CB0076'4.2 MI W FROM BRONTE.
 CB0076'ABOUT 4.2 MILES WEST ALONG STATE HIGHWAY 158 FROM THE PANHANDLE AND
 CB0076'SANTA FE RAILROAD STATION, 63 FEET SOUTH OF THE CENTER LINE OF THE
 CB0076'HIGHWY, 72 FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, AT
 CB0076'THE JUNCTION OF THE TWO ROADS, 9 1/2 FEET WEST OF A TELEPHONE POLE, 5
 CB0076'1/2 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARK, 2 FEET SOUTH OF A
 CB0076'FENCE, 2.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CB0076'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CB0076
 CB0076                          STATION RECOVERY (1998)
 CB0076
 CB0076'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CB0076'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0335 ***********************************************************************
 DO0335  DESIGNATION -  13 WA
 DO0335  PID         -  DO0335
 DO0335  STATE/COUNTY-  TX/ARCHER
 DO0335  USGS QUAD   -  ARCHER CITY WEST (1964)
 DO0335
 DO0335                         *CURRENT SURVEY CONTROL
 DO0335  ___________________________________________________________________
 DO0335* NAD 83(1986)-  33 32 44.     (N)    098 38 35.     (W)     SCALED    
 DO0335* NAVD 88     -       321.205  (meters)    1053.82   (feet)  ADJUSTED  
 DO0335  ___________________________________________________________________
 DO0335  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DO0335  DYNAMIC HT  -         320.841 (meters)    1052.63  (feet)  COMP
 DO0335  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 DO0335
 DO0335  VERT ORDER  -  SECOND    CLASS 0
 DO0335
 DO0335.The horizontal coordinates were scaled from a topographic map and have
 DO0335.an estimated accuracy of +/- 6 seconds.
 DO0335
 DO0335.The orthometric height was determined by differential leveling
 DO0335.and adjusted by the National Geodetic Survey in June 1991..
 DO0335
 DO0335.The geoid height was determined by GEOID03.
 DO0335
 DO0335.The dynamic height is computed by dividing the NAVD 88
 DO0335.geopotential number by the normal gravity value computed on the
 DO0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0335.degrees latitude (g = 980.6199 gals.).
 DO0335
 DO0335.The modeled gravity was interpolated from observed gravity values.
 DO0335
 DO0335;                    North         East    Units  Estimated Accuracy
 DO0335;SPC TXNC     - 2,208,360.      586,720.      MT  (+/- 180 meters Scaled)
 DO0335
 DO0335                          SUPERSEDED SURVEY CONTROL
 DO0335
 DO0335  NGVD 29 (??/??/92)  321.112  (m)         1053.52   (f) ADJ UNCH    2 0
 DO0335
 DO0335.Superseded values are not recommended for survey control.
 DO0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0335.See file dsdata.txt to determine how the superseded data were derived.
 DO0335
 DO0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC331118(NAD 83)
 DO0335_MARKER: DD = SURVEY DISK
 DO0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0335_STAMPING: TEX. 13 WA 1926
 DO0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0335+STABILITY: SURFACE MOTION
 DO0335
 DO0335  HISTORY     - Date     Condition        Report By
 DO0335  HISTORY     - 1926     MONUMENTED       USGS
 DO0335  HISTORY     - 1933     GOOD             NGS
 DO0335  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0335
 DO0335                          STATION DESCRIPTION
 DO0335
 DO0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DO0335'4.4 MI S FROM ARCHER CITY.
 DO0335'4.4 MILES SOUTH OF, ALONG STATE HIGHWAY NO. 79
 DO0335
 DO0335                          STATION RECOVERY (1957)
 DO0335
 DO0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0802 ***********************************************************************
 AN0802  DESIGNATION -  13 WHV
 AN0802  PID         -  AN0802
 AN0802  STATE/COUNTY-  TX/JACKSON
 AN0802  USGS QUAD   -  MANSON (1995)
 AN0802
 AN0802                         *CURRENT SURVEY CONTROL
 AN0802  ___________________________________________________________________
 AN0802* NAD 83(1986)-  28 57 13.     (N)    096 31 01.     (W)     SCALED    
 AN0802* NAVD 88     -        15.98   (+/-2cm)      52.4    (feet)  VERTCON   
 AN0802  ___________________________________________________________________
 AN0802  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0802
 AN0802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0802
 AN0802.The horizontal coordinates were scaled from a topographic map and have
 AN0802.an estimated accuracy of +/- 6 seconds.
 AN0802
 AN0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0802.The vertical order pertains to the NGVD 29 superseded value.
 AN0802
 AN0802.The geoid height was determined by GEOID03.
 AN0802
 AN0802;                    North         East    Units  Estimated Accuracy
 AN0802;SPC TXSC     - 4,126,730.      842,010.      MT  (+/- 180 meters Scaled)
 AN0802
 AN0802                          SUPERSEDED SURVEY CONTROL
 AN0802
 AN0802  NGVD 29 (??/??/92)   15.992  (m)           52.47   (f) ADJ UNCH    2 0
 AN0802
 AN0802.Superseded values are not recommended for survey control.
 AN0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0802.See file dsdata.txt to determine how the superseded data were derived.
 AN0802
 AN0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT419053(NAD 83)
 AN0802_MARKER: DD = SURVEY DISK
 AN0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0802_STAMPING: 13 WHV 53 1951
 AN0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0802+STABILITY: SURFACE MOTION
 AN0802
 AN0802  HISTORY     - Date     Condition        Report By
 AN0802  HISTORY     - 1951     MONUMENTED       USGS
 AN0802  HISTORY     - 1972     GOOD             NGS
 AN0802
 AN0802                          STATION DESCRIPTION
 AN0802
 AN0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0802'8.45 MI SE FROM EDNA.
 AN0802'ABOUT 8.45 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0802'AT EDNA, 247 1/2 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 AN0802'FARM-TO-MARKET ROAD 1593, 62 FEET NORTH OF THE CENTER LINE OF THE
 AN0802'HIGHWAY, 126 FEET NORTH AND ACROSS THE HIGHWAY FROM THE MORE EASTERLY
 AN0802'OF TWO POWER POLES WHICH SUPPORT 3 TRANSFORMERS, 1 1/2 FEET SOUTH OF A
 AN0802'FENCE, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AN0802'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 AN0802'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1485 ***********************************************************************
 AJ1485  DESIGNATION -  13 WR
 AJ1485  PID         -  AJ1485
 AJ1485  STATE/COUNTY-  TX/WEBB
 AJ1485  USGS QUAD   -  LAS TIENDAS (1975)
 AJ1485
 AJ1485                         *CURRENT SURVEY CONTROL
 AJ1485  ___________________________________________________________________
 AJ1485* NAD 83(1986)-  27 59 04.     (N)    099 41 33.     (W)     SCALED    
 AJ1485* NAVD 88     -       189.92   (+/-2cm)     623.1    (feet)  VERTCON   
 AJ1485  ___________________________________________________________________
 AJ1485  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AJ1485
 AJ1485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1485
 AJ1485.The horizontal coordinates were scaled from a topographic map and have
 AJ1485.an estimated accuracy of +/- 6 seconds.
 AJ1485
 AJ1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1485.The vertical order pertains to the NGVD 29 superseded value.
 AJ1485
 AJ1485.The geoid height was determined by GEOID03.
 AJ1485
 AJ1485;                    North         East    Units  Estimated Accuracy
 AJ1485;SPC TX S     - 5,257,360.      182,680.      MT  (+/- 180 meters Scaled)
 AJ1485
 AJ1485                          SUPERSEDED SURVEY CONTROL
 AJ1485
 AJ1485  NGVD 29 (??/??/92)  189.91   (m)          623.1    (f) COMPUTED    2 0
 AJ1485
 AJ1485.Superseded values are not recommended for survey control.
 AJ1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1485.See file dsdata.txt to determine how the superseded data were derived.
 AJ1485
 AJ1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR319956(NAD 83)
 AJ1485_MARKER: DB = BENCH MARK DISK
 AJ1485_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1485_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1485_STAMPING: 13 WR 623 1964
 AJ1485_MARK LOGO: USGS  
 AJ1485_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1485
 AJ1485  HISTORY     - Date     Condition        Report By
 AJ1485  HISTORY     - 1964     MONUMENTED       USGS
 AJ1485
 AJ1485                          STATION DESCRIPTION
 AJ1485
 AJ1485'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1485'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 20.6 MILES NORTHWEST
 AJ1485'ALONG TEXAS FARM ROAD 1472, THENCE 17.3 MILES NORTH-NORTHEAST ALONG
 AJ1485'THE LA MESA AND SPOHN RANCH ROAD, ABOUT 2.8 MILES NORTHEAST OF
 AJ1485'MILSTEAD COW CAMP, 130 FEET NORTHEAST OF A Y-ROAD JUNCTION, 120 FEET
 AJ1485'NORTHEAST OF THE CENTERLINE OF THE ROAD AT A METAL GATE, 1.5 FEET
 AJ1485'NORTH OF A FENCE, SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AJ1485'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0767 ***********************************************************************
 CE0767  DESIGNATION -  13 X
 CE0767  PID         -  CE0767
 CE0767  STATE/COUNTY-  TX/EL PASO
 CE0767  USGS QUAD   -  YSLETA (1994)
 CE0767
 CE0767                         *CURRENT SURVEY CONTROL
 CE0767  ___________________________________________________________________
 CE0767* NAD 83(1986)-  31 41 58.     (N)    106 21 08.     (W)     SCALED    
 CE0767* NAVD 88     -      1122.639  (meters)    3683.19   (feet)  ADJUSTED  
 CE0767  ___________________________________________________________________
 CE0767  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CE0767  DYNAMIC HT  -        1120.930 (meters)    3677.58  (feet)  COMP
 CE0767  MODELED GRAV-     979,079.2   (mgal)                       NAVD 88
 CE0767
 CE0767  VERT ORDER  -  FIRST     CLASS I
 CE0767
 CE0767.The horizontal coordinates were scaled from a topographic map and have
 CE0767.an estimated accuracy of +/- 6 seconds.
 CE0767
 CE0767.The orthometric height was determined by differential leveling
 CE0767.and adjusted by the National Geodetic Survey in November 1996..
 CE0767
 CE0767.The geoid height was determined by GEOID03.
 CE0767
 CE0767.The dynamic height is computed by dividing the NAVD 88
 CE0767.geopotential number by the normal gravity value computed on the
 CE0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0767.degrees latitude (g = 980.6199 gals.).
 CE0767
 CE0767.The modeled gravity was interpolated from observed gravity values.
 CE0767
 CE0767;                    North         East    Units  Estimated Accuracy
 CE0767;SPC TX C     - 3,240,780.      129,710.      MT  (+/- 180 meters Scaled)
 CE0767
 CE0767                          SUPERSEDED SURVEY CONTROL
 CE0767
 CE0767.No superseded survey control is available for this station.
 CE0767
 CE0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR718079(NAD 83)
 CE0767_MARKER: DU = BOUNDARY MARKER
 CE0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0767_SP_SET: CONCRETE POST
 CE0767_MARK LOGO: IBWC  
 CE0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0767+STABILITY: SURFACE MOTION
 CE0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0767+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0767
 CE0767  HISTORY     - Date     Condition        Report By
 CE0767  HISTORY     - UNK      MONUMENTED       IBWC
 CE0767  HISTORY     - 19930112 GOOD             NGS
 CE0767
 CE0767                          STATION DESCRIPTION
 CE0767
 CE0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0767'16.6 KM (10.30 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0767'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0767'EL PASO, 3.5 M (11.5 FT) SOUTHWEST OF A WOOD POST WITH A WITNESS SIGN
 CE0767'ATTACHED, 3.5 M (11.5 FT) SOUTHWEST OF A METAL PIPE STAMPED PC
 CE0767'194+35.49, 1.0 M (3.3 FT) NORTHEAST OF THE CENTER OF THE ROAD, AND
 CE0767'THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE ROAD SURFACE.
 CE0767'NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0477 ***********************************************************************
 BL0477  DESIGNATION -  130
 BL0477  PID         -  BL0477
 BL0477  STATE/COUNTY-  TX/HARDIN
 BL0477  USGS QUAD   -  BRAGG (1984)
 BL0477
 BL0477                         *CURRENT SURVEY CONTROL
 BL0477  ___________________________________________________________________
 BL0477* NAD 83(1986)-  30 24 42.     (N)    094 32 02.     (W)     SCALED    
 BL0477* NAVD 88     -        34.90   (+/-2cm)     114.5    (feet)  VERTCON   
 BL0477  ___________________________________________________________________
 BL0477  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL0477
 BL0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0477
 BL0477.The horizontal coordinates were scaled from a topographic map and have
 BL0477.an estimated accuracy of +/- 6 seconds.
 BL0477
 BL0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0477.The vertical order pertains to the NGVD 29 superseded value.
 BL0477
 BL0477.The geoid height was determined by GEOID03.
 BL0477
 BL0477;                    North         East    Units  Estimated Accuracy
 BL0477;SPC TX C     - 3,097,110.    1,256,950.      MT  (+/- 180 meters Scaled)
 BL0477
 BL0477                          SUPERSEDED SURVEY CONTROL
 BL0477
 BL0477  NGVD 29 (??/??/92)   34.900  (m)          114.50   (f) ADJ UNCH    2 0
 BL0477
 BL0477.Superseded values are not recommended for survey control.
 BL0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0477.See file dsdata.txt to determine how the superseded data were derived.
 BL0477
 BL0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP526654(NAD 83)
 BL0477_MARKER: Z = SEE DESCRIPTION
 BL0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0477_SP_SET: RAIL
 BL0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0477
 BL0477  HISTORY     - Date     Condition        Report By
 BL0477  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0477  HISTORY     - 1935     GOOD             NGS
 BL0477
 BL0477                          STATION DESCRIPTION
 BL0477
 BL0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0477'1.9 MI E FROM BRAGG.
 BL0477'1.9 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0477'STATION AT BRAGG, HARDIN COUNTY, OPPOSITE MILEPOST 130, AND 8 FEET
 BL0477'SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  THE HIGHEST POINT OF A
 BL0477'SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0294 ***********************************************************************
 DO0294  DESIGNATION -  130
 DO0294  PID         -  DO0294
 DO0294  STATE/COUNTY-  TX/WICHITA
 DO0294  USGS QUAD   -  FOWLKES (1968)
 DO0294
 DO0294                         *CURRENT SURVEY CONTROL
 DO0294  ___________________________________________________________________
 DO0294* NAD 83(1986)-  33 57 58.     (N)    098 45 17.     (W)     SCALED    
 DO0294* NAVD 88     -       310.408  (meters)    1018.40   (feet)  ADJUSTED  
 DO0294  ___________________________________________________________________
 DO0294  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DO0294  DYNAMIC HT  -         310.066 (meters)    1017.27  (feet)  COMP
 DO0294  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 DO0294
 DO0294  VERT ORDER  -  FIRST     CLASS II
 DO0294
 DO0294.The horizontal coordinates were scaled from a topographic map and have
 DO0294.an estimated accuracy of +/- 6 seconds.
 DO0294
 DO0294.The orthometric height was determined by differential leveling
 DO0294.and adjusted by the National Geodetic Survey in June 1991..
 DO0294
 DO0294.The geoid height was determined by GEOID03.
 DO0294
 DO0294.The dynamic height is computed by dividing the NAVD 88
 DO0294.geopotential number by the normal gravity value computed on the
 DO0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0294.degrees latitude (g = 980.6199 gals.).
 DO0294
 DO0294.The modeled gravity was interpolated from observed gravity values.
 DO0294
 DO0294;                    North         East    Units  Estimated Accuracy
 DO0294;SPC TXNC     - 2,255,030.      576,460.      MT  (+/- 180 meters Scaled)
 DO0294
 DO0294                          SUPERSEDED SURVEY CONTROL
 DO0294
 DO0294  NGVD 29 (??/??/92)  310.326  (m)         1018.13   (f) ADJ UNCH    1 2
 DO0294
 DO0294.Superseded values are not recommended for survey control.
 DO0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0294.See file dsdata.txt to determine how the superseded data were derived.
 DO0294
 DO0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC226584(NAD 83)
 DO0294_MARKER: Z = SEE DESCRIPTION
 DO0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0294_SP_SET: MILEPOST
 DO0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0294
 DO0294  HISTORY     - Date     Condition        Report By
 DO0294  HISTORY     - UNK      MONUMENTED       BNRR
 DO0294  HISTORY     - 1957     GOOD             NGS
 DO0294  HISTORY     - 20010530 GOOD             USPSQD
 DO0294
 DO0294                          STATION DESCRIPTION
 DO0294
 DO0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0294'5.0 MI NW FROM IOWA PARK.
 DO0294'5.0 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0294'IOWA PARK, WICHITA COUNTY, AND ON THE TOP OF CONCRETE MILEPOST 130.
 DO0294'THE TOP OF THE MILEPOST.
 DO0294
 DO0294                          STATION RECOVERY (2001)
 DO0294
 DO0294'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1040 ***********************************************************************
 AH1040  DESIGNATION -  130
 AH1040  PID         -  AH1040
 AH1040  STATE/COUNTY-  TX/NUECES
 AH1040  USGS QUAD   -  AGUA DULCE (1979)
 AH1040
 AH1040                         *CURRENT SURVEY CONTROL
 AH1040  ___________________________________________________________________
 AH1040* NAD 83(1986)-  27 46 51.     (N)    097 54 26.     (W)     SCALED    
 AH1040* NAVD 88     -        37.520  (meters)     123.10   (feet)  ADJUSTED  
 AH1040  ___________________________________________________________________
 AH1040  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH1040  DYNAMIC HT  -          37.462 (meters)     122.91  (feet)  COMP
 AH1040  MODELED GRAV-     979,106.7   (mgal)                       NAVD 88
 AH1040
 AH1040  VERT ORDER  -  FIRST     CLASS II
 AH1040
 AH1040.The horizontal coordinates were scaled from a topographic map and have
 AH1040.an estimated accuracy of +/- 6 seconds.
 AH1040
 AH1040.The orthometric height was determined by differential leveling
 AH1040.and adjusted by the National Geodetic Survey in June 1991..
 AH1040.WARNING-Repeat measurements at this control monument indicate possible
 AH1040.vertical movement.
 AH1040
 AH1040.The geoid height was determined by GEOID03.
 AH1040
 AH1040.The dynamic height is computed by dividing the NAVD 88
 AH1040.geopotential number by the normal gravity value computed on the
 AH1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1040.degrees latitude (g = 980.6199 gals.).
 AH1040
 AH1040.The modeled gravity was interpolated from observed gravity values.
 AH1040
 AH1040;                    North         East    Units  Estimated Accuracy
 AH1040;SPC TX S     - 5,234,380.      358,420.      MT  (+/- 180 meters Scaled)
 AH1040
 AH1040                          SUPERSEDED SURVEY CONTROL
 AH1040
 AH1040  NGVD 29 (??/??/92)   37.630  (m)          123.46   (f) ADJ UNCH    1 2
 AH1040
 AH1040.Superseded values are not recommended for survey control.
 AH1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1040.See file dsdata.txt to determine how the superseded data were derived.
 AH1040
 AH1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR076734(NAD 83)
 AH1040_MARKER: Z = SEE DESCRIPTION
 AH1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH1040_SP_SET: RAIL
 AH1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1040
 AH1040  HISTORY     - Date     Condition        Report By
 AH1040  HISTORY     - UNK      MONUMENTED       LOCENG
 AH1040  HISTORY     - 1951     GOOD             NGS
 AH1040
 AH1040                          STATION DESCRIPTION
 AH1040
 AH1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH1040'IN AGUA DULCE.
 AH1040'AT AGUA DULCE, 75.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE AGUA
 AH1040'DULCE GRAIN COMPANY LOADING STATION, 3 FEET NORTH OF MILEPOST 130,
 AH1040'42.2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF THE TEXAS
 AH1040'MEXICAN RAILROAD, 9 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, THE
 AH1040'TOP OF A VERTICAL SECTION OF RAIL WHICH PROJECTS 0.6 FOOT ABOVE THE
 AH1040'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0567 ***********************************************************************
 CT0567  DESIGNATION -  130 DHW USGS
 CT0567  PID         -  CT0567
 CT0567  STATE/COUNTY-  TX/TAYLOR
 CT0567  USGS QUAD   -  MERKEL EAST (1984)
 CT0567
 CT0567                         *CURRENT SURVEY CONTROL
 CT0567  ___________________________________________________________________
 CT0567* NAD 83(1986)-  32 27 30.     (N)    099 54 43.     (W)     SCALED    
 CT0567* NAVD 88     -       540.044  (meters)    1771.79   (feet)  ADJUSTED  
 CT0567  ___________________________________________________________________
 CT0567  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CT0567  DYNAMIC HT  -         539.342 (meters)    1769.49  (feet)  COMP
 CT0567  MODELED GRAV-     979,322.1   (mgal)                       NAVD 88
 CT0567
 CT0567  VERT ORDER  -  FIRST     CLASS II
 CT0567
 CT0567.The horizontal coordinates were scaled from a topographic map and have
 CT0567.an estimated accuracy of +/- 6 seconds.
 CT0567
 CT0567.The orthometric height was determined by differential leveling
 CT0567.and adjusted by the National Geodetic Survey in June 1991..
 CT0567
 CT0567.The geoid height was determined by GEOID03.
 CT0567
 CT0567.The dynamic height is computed by dividing the NAVD 88
 CT0567.geopotential number by the normal gravity value computed on the
 CT0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0567.degrees latitude (g = 980.6199 gals.).
 CT0567
 CT0567.The modeled gravity was interpolated from observed gravity values.
 CT0567
 CT0567;                    North         East    Units  Estimated Accuracy
 CT0567;SPC TXNC     - 2,088,680.      467,260.      MT  (+/- 180 meters Scaled)
 CT0567
 CT0567                          SUPERSEDED SURVEY CONTROL
 CT0567
 CT0567.No superseded survey control is available for this station.
 CT0567
 CT0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA142916(NAD 83)
 CT0567_MARKER: DD = SURVEY DISK
 CT0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0567_SP_SET: BRIDGE
 CT0567_STAMPING: 130 D H W 1771 1955
 CT0567_MARK LOGO: USGS  
 CT0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0567
 CT0567  HISTORY     - Date     Condition        Report By
 CT0567  HISTORY     - 1955     MONUMENTED       USGS
 CT0567  HISTORY     - 1956     GOOD             NGS
 CT0567  HISTORY     - 1982     GOOD             NGS
 CT0567  HISTORY     - 19940804 GOOD             USPSQD
 CT0567  HISTORY     - 20011013 GOOD             USPSQD
 CT0567
 CT0567                          STATION DESCRIPTION
 CT0567
 CT0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0567'2.5 MI W FROM TYE.
 CT0567'2.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0567'OFFICE AT TYE, ACROSS THE TRACK FROM MILEPOST 417, 59 FEET NORTH OF
 CT0567'THE NORTH RAIL, 28 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CT0567'SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A CONCRETE
 CT0567'HIGHWAY BRIDGE.
 CT0567
 CT0567                          STATION RECOVERY (1982)
 CT0567
 CT0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0567'12.0 KM (7.45 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0567'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0567'ABILENE, IN TOP OF THE SOUTH END OF THE WEST ABUTMENT OF STATE HIGHWAY
 CT0567'LOOP 309 BRIDGE OVER BULL WAGON CREEK, 18.1 METERS (59.4 FT) NORTH OF
 CT0567'THE NEAR RAIL AND 8.7 METERS (28.5 FT) SOUTH OF THE CENTERLINE OF THE
 CT0567'ROAD.
 CT0567'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CT0567
 CT0567                          STATION RECOVERY (1994)
 CT0567
 CT0567'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0567'RECOVERED IN GOOD CONDITION.
 CT0567
 CT0567                          STATION RECOVERY (2001)
 CT0567
 CT0567'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0215 ***********************************************************************
 AH0215  DESIGNATION -  130 USE
 AH0215  PID         -  AH0215
 AH0215  STATE/COUNTY-  TX/NUECES
 AH0215  USGS QUAD   -  PORT ARANSAS (1975)
 AH0215
 AH0215                         *CURRENT SURVEY CONTROL
 AH0215  ___________________________________________________________________
 AH0215* NAD 83(1986)-  27 52 19.     (N)    097 05 19.     (W)     SCALED    
 AH0215* NAVD 88     -         0.60   (+/-2cm)       2.0    (feet)  VERTCON   
 AH0215  ___________________________________________________________________
 AH0215  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH0215
 AH0215  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0215
 AH0215.The horizontal coordinates were scaled from a topographic map and have
 AH0215.an estimated accuracy of +/- 6 seconds.
 AH0215
 AH0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0215.The vertical order pertains to the NGVD 29 superseded value.
 AH0215
 AH0215.The geoid height was determined by GEOID03.
 AH0215
 AH0215;                    North         East    Units  Estimated Accuracy
 AH0215;SPC TX S     - 5,245,110.      438,990.      MT  (+/- 180 meters Scaled)
 AH0215
 AH0215                          SUPERSEDED SURVEY CONTROL
 AH0215
 AH0215  NGVD 29 (??/??/92)    0.72   (m)            2.4    (f) COMPUTED    1 2
 AH0215
 AH0215.Superseded values are not recommended for survey control.
 AH0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0215.See file dsdata.txt to determine how the superseded data were derived.
 AH0215
 AH0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR881844(NAD 83)
 AH0215_MARKER: DD = SURVEY DISK
 AH0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0215_STAMPING: 130 1949
 AH0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0215+STABILITY: SURFACE MOTION
 AH0215
 AH0215  HISTORY     - Date     Condition        Report By
 AH0215  HISTORY     - 1949     MONUMENTED       DOD
 AH0215  HISTORY     - 1959     GOOD             NGS
 AH0215  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0215  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH0215
 AH0215                          STATION DESCRIPTION
 AH0215
 AH0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0215'3.75 MI E FROM ARANSAS PASS.
 AH0215'ABOUT 3.75 MILES EAST ALONG THE CAUSEWAY FROM THE TOLL GATE AT ARANSAS
 AH0215'PASS, 149 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 108 FEET EAST
 AH0215'OF A POWER POLE WHICH IS IN THE NORTHEAST ROW OF POLES, 50 FEET
 AH0215'NORTHEAST OF A ROW OF POWER POLES, 1.3 FEET SOUTHEAST OF A METAL
 AH0215'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP
 AH0215'OF A CONCRETE POST 1 INCH BELOW THE TOP OF THE GROUND.
 AH0215
 AH0215                          STATION RECOVERY (1978)
 AH0215
 AH0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0215'SEARCHED FOR BUT NOT RECOVERED, AREA HAS BEEN RECONSTRUCTED AND
 AH0215'A NEW CAUSEWAY BUILT.
 AH0215
 AH0215                          STATION RECOVERY (1997)
 AH0215
 AH0215'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0015 ***********************************************************************
 AJ0015  DESIGNATION -  1300
 AJ0015  PID         -  AJ0015
 AJ0015  STATE/COUNTY-  TX/JIM WELLS
 AJ0015  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0015
 AJ0015                         *CURRENT SURVEY CONTROL
 AJ0015  ___________________________________________________________________
 AJ0015* NAD 83(1986)-  27 44 56.     (N)    098 04 29.     (W)     SCALED    
 AJ0015* NAVD 88     -        62.744  (meters)     205.85   (feet)  ADJUSTED  
 AJ0015  ___________________________________________________________________
 AJ0015  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ0015  DYNAMIC HT  -          62.646 (meters)     205.53  (feet)  COMP
 AJ0015  MODELED GRAV-     979,097.3   (mgal)                       NAVD 88
 AJ0015
 AJ0015  VERT ORDER  -  FIRST     CLASS II
 AJ0015
 AJ0015.The horizontal coordinates were scaled from a topographic map and have
 AJ0015.an estimated accuracy of +/- 6 seconds.
 AJ0015
 AJ0015.The orthometric height was determined by differential leveling
 AJ0015.and adjusted by the National Geodetic Survey in June 1991..
 AJ0015
 AJ0015.The geoid height was determined by GEOID03.
 AJ0015
 AJ0015.The dynamic height is computed by dividing the NAVD 88
 AJ0015.geopotential number by the normal gravity value computed on the
 AJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0015.degrees latitude (g = 980.6199 gals.).
 AJ0015
 AJ0015.The modeled gravity was interpolated from observed gravity values.
 AJ0015
 AJ0015;                    North         East    Units  Estimated Accuracy
 AJ0015;SPC TX S     - 5,230,770.      341,930.      MT  (+/- 180 meters Scaled)
 AJ0015
 AJ0015                          SUPERSEDED SURVEY CONTROL
 AJ0015
 AJ0015  NGVD 29 (??/??/92)   62.832  (m)          206.14   (f) ADJ UNCH    1 2
 AJ0015
 AJ0015.Superseded values are not recommended for survey control.
 AJ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0015.See file dsdata.txt to determine how the superseded data were derived.
 AJ0015
 AJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR911697(NAD 83)
 AJ0015_MARKER: DB = BENCH MARK DISK
 AJ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0015_STAMPING: 1300
 AJ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0015+STABILITY: SURFACE MOTION
 AJ0015
 AJ0015  HISTORY     - Date     Condition        Report By
 AJ0015  HISTORY     - UNK      MONUMENTED       CGS
 AJ0015  HISTORY     - 1951     GOOD             NGS
 AJ0015  HISTORY     - 1990     GOOD             USPSQD
 AJ0015
 AJ0015                          STATION DESCRIPTION
 AJ0015
 AJ0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AJ0015'IN ALICE.
 AJ0015'AT ALICE, 191.7 FEET EAST OF THE NORTHEAST CORNER OF THE TEXAS MEXICAN
 AJ0015'RAILROAD STATION, 71.6 FEET SOUTH OF THE SOUTH CURB OF SAN DIEGO
 AJ0015'STREET, 38.5 FEET NORTH OF THE NORTH RAIL, 11 FEET WEST OF THE WEST
 AJ0015'CURB OF KING STREET, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 AJ0015'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AJ0015
 AJ0015                          STATION RECOVERY (1990)
 AJ0015
 AJ0015'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3487 ***********************************************************************
 AW3487  DESIGNATION -  130+00 700 1937
 AW3487  PID         -  AW3487
 AW3487  STATE/COUNTY-  TX/HARRIS
 AW3487  USGS QUAD   -  LA PORTE (1982)
 AW3487
 AW3487                         *CURRENT SURVEY CONTROL
 AW3487  ___________________________________________________________________
 AW3487* NAD 83(1986)-  29 42 00.     (N)    095 00 51.     (W)     SCALED    
 AW3487* NAVD 88     -         1.97   (+/-2cm)       6.5    (feet)  VERTCON   
 AW3487  ___________________________________________________________________
 AW3487  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3487
 AW3487  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3487
 AW3487.The horizontal coordinates were scaled from a topographic map and have
 AW3487.an estimated accuracy of +/- 6 seconds.
 AW3487
 AW3487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3487.The vertical order pertains to the NGVD 29 superseded value.
 AW3487
 AW3487.The geoid height was determined by GEOID03.
 AW3487
 AW3487;                    North         East    Units  Estimated Accuracy
 AW3487;SPC TXSC     - 4,213,450.      985,610.      MT  (+/- 180 meters Scaled)
 AW3487
 AW3487                          SUPERSEDED SURVEY CONTROL
 AW3487
 AW3487  NGVD 29 (??/??/92)    1.968  (m)            6.46   (f) ADJ UNCH    1 2
 AW3487
 AW3487.Superseded values are not recommended for survey control.
 AW3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3487.See file dsdata.txt to determine how the superseded data were derived.
 AW3487
 AW3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN051872(NAD 83)
 AW3487_MARKER: DD = SURVEY DISK
 AW3487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3487_STAMPING: 130+00 700
 AW3487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3487+STABILITY: SURFACE MOTION
 AW3487
 AW3487  HISTORY     - Date     Condition        Report By
 AW3487  HISTORY     - 1937     MONUMENTED       USE
 AW3487  HISTORY     - 1959     GOOD             NGS
 AW3487  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3487
 AW3487                          STATION DESCRIPTION
 AW3487
 AW3487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3487'2.8 MI NW FROM MORGAN POINT.
 AW3487'ABOUT 2.8 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3487'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3487'BANK OF SPILMAN ISLAND, 45 FEET NORTHWEST OF TRIANGULATION STATION
 AW3487'CAT, 30 FEET SOUTHWEST OF THE HIGH WATER LINE OF THE CHANNEL, 28 FEET
 AW3487'NORTH-NORTHWEST OF A SMALL HACKBERRY TREE, 100 FEET NORTH-NORTHEAST OF
 AW3487'BENCH MARK 130+00 800 (U.S.E.), AND IN THE TOP OF A CONCRETE POST,
 AW3487'POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3487
 AW3487                          STATION RECOVERY (1964)
 AW3487
 AW3487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3489 ***********************************************************************
 AW3489  DESIGNATION -  130+00 800
 AW3489  PID         -  AW3489
 AW3489  STATE/COUNTY-  TX/HARRIS
 AW3489  USGS QUAD   -  LA PORTE (1982)
 AW3489
 AW3489                         *CURRENT SURVEY CONTROL
 AW3489  ___________________________________________________________________
 AW3489* NAD 83(1986)-  29 41 59.     (N)    095 00 52.     (W)     SCALED    
 AW3489* NAVD 88     -         1.63   (+/-2cm)       5.3    (feet)  VERTCON   
 AW3489  ___________________________________________________________________
 AW3489  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3489
 AW3489  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3489
 AW3489.The horizontal coordinates were scaled from a topographic map and have
 AW3489.an estimated accuracy of +/- 6 seconds.
 AW3489
 AW3489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3489.The vertical order pertains to the NGVD 29 superseded value.
 AW3489
 AW3489.The geoid height was determined by GEOID03.
 AW3489
 AW3489;                    North         East    Units  Estimated Accuracy
 AW3489;SPC TXSC     - 4,213,420.      985,580.      MT  (+/- 180 meters Scaled)
 AW3489
 AW3489                          SUPERSEDED SURVEY CONTROL
 AW3489
 AW3489  NGVD 29 (??/??/92)    1.626  (m)            5.33   (f) ADJ UNCH    1 2
 AW3489
 AW3489.Superseded values are not recommended for survey control.
 AW3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3489.See file dsdata.txt to determine how the superseded data were derived.
 AW3489
 AW3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN051872(NAD 83)
 AW3489_MARKER: DD = SURVEY DISK
 AW3489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3489_STAMPING: 130+00 800 1937
 AW3489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3489+STABILITY: SURFACE MOTION
 AW3489
 AW3489  HISTORY     - Date     Condition        Report By
 AW3489  HISTORY     - 1937     MONUMENTED       USE
 AW3489  HISTORY     - 1959     GOOD             NGS
 AW3489  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3489
 AW3489                          STATION DESCRIPTION
 AW3489
 AW3489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3489'2.8 MI NW FROM MORGAN POINT.
 AW3489'ABOUT 2.8 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3489'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3489'BANK OF SPILMAN ISLAND, IN A SMALL SHALLOW DEPRESSION, 130 FEET
 AW3489'SOUTHWEST OF THE HIGH WATER LINE OF THE CHANNEL, AND IN THE TOP OF A
 AW3489'CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND.  NOTE--
 AW3489'BELIEVED TO BE COVERED OVER BY SAND.
 AW3489
 AW3489                          STATION RECOVERY (1964)
 AW3489
 AW3489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0076 ***********************************************************************
 AJ0076  DESIGNATION -  1302
 AJ0076  PID         -  AJ0076
 AJ0076  STATE/COUNTY-  TX/JIM WELLS
 AJ0076  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0076
 AJ0076                         *CURRENT SURVEY CONTROL
 AJ0076  ___________________________________________________________________
 AJ0076* NAD 83(1986)-  27 43 23.     (N)    098 04 34.     (W)     SCALED    
 AJ0076* NAVD 88     -        61.263  (meters)     200.99   (feet)  ADJUSTED  
 AJ0076  ___________________________________________________________________
 AJ0076  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AJ0076  DYNAMIC HT  -          61.168 (meters)     200.68  (feet)  COMP
 AJ0076  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 AJ0076
 AJ0076  VERT ORDER  -  FIRST     CLASS II
 AJ0076
 AJ0076.The horizontal coordinates were scaled from a topographic map and have
 AJ0076.an estimated accuracy of +/- 6 seconds.
 AJ0076
 AJ0076.The orthometric height was determined by differential leveling
 AJ0076.and adjusted by the National Geodetic Survey in June 1991..
 AJ0076
 AJ0076.The geoid height was determined by GEOID03.
 AJ0076
 AJ0076.The dynamic height is computed by dividing the NAVD 88
 AJ0076.geopotential number by the normal gravity value computed on the
 AJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0076.degrees latitude (g = 980.6199 gals.).
 AJ0076
 AJ0076.The modeled gravity was interpolated from observed gravity values.
 AJ0076
 AJ0076;                    North         East    Units  Estimated Accuracy
 AJ0076;SPC TX S     - 5,227,910.      341,800.      MT  (+/- 180 meters Scaled)
 AJ0076
 AJ0076                          SUPERSEDED SURVEY CONTROL
 AJ0076
 AJ0076  NGVD 29 (??/??/92)   61.365  (m)          201.33   (f) ADJ UNCH    1 2
 AJ0076
 AJ0076.Superseded values are not recommended for survey control.
 AJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0076.See file dsdata.txt to determine how the superseded data were derived.
 AJ0076
 AJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR910668(NAD 83)
 AJ0076_MARKER: DB = BENCH MARK DISK
 AJ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0076_STAMPING: 1302
 AJ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0076+STABILITY: SURFACE MOTION
 AJ0076
 AJ0076  HISTORY     - Date     Condition        Report By
 AJ0076  HISTORY     - UNK      MONUMENTED       CGS
 AJ0076  HISTORY     - 1951     GOOD             NGS
 AJ0076
 AJ0076                          STATION DESCRIPTION
 AJ0076
 AJ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AJ0076'1.8 MI S FROM ALICE.
 AJ0076'1.8 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AJ0076'CROSSING OF THE TEXAS MEXICAN RAILROAD AT ALICE, 143 FEET EAST OF AND
 AJ0076'ACROSS U.S. HIGHWAY 281 FROM THE NORTHEAST CORNER OF THE C. AND S,
 AJ0076'ELECTRIC COMPANY BUILDING, 46 FEET EAST OF THE CENTER LINE OF THE
 AJ0076'HIGHWAY, 45 FEET WEST OF THE WEST RAIL, 45.7 FEET SOUTH OF THE 5TH
 AJ0076'POLE SOUTH OF MILEPOST 45, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 AJ0076'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0077 ***********************************************************************
 AJ0077  DESIGNATION -  1303
 AJ0077  PID         -  AJ0077
 AJ0077  STATE/COUNTY-  TX/JIM WELLS
 AJ0077  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0077
 AJ0077                         *CURRENT SURVEY CONTROL
 AJ0077  ___________________________________________________________________
 AJ0077* NAD 83(1986)-  27 42 05.     (N)    098 04 36.     (W)     SCALED    
 AJ0077* NAVD 88     -        60.417  (meters)     198.22   (feet)  ADJUSTED  
 AJ0077  ___________________________________________________________________
 AJ0077  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AJ0077  DYNAMIC HT  -          60.323 (meters)     197.91  (feet)  COMP
 AJ0077  MODELED GRAV-     979,094.1   (mgal)                       NAVD 88
 AJ0077
 AJ0077  VERT ORDER  -  SECOND    CLASS 0
 AJ0077
 AJ0077.The horizontal coordinates were scaled from a topographic map and have
 AJ0077.an estimated accuracy of +/- 6 seconds.
 AJ0077
 AJ0077.The orthometric height was determined by differential leveling
 AJ0077.and adjusted by the National Geodetic Survey in June 1991..
 AJ0077
 AJ0077.The geoid height was determined by GEOID03.
 AJ0077
 AJ0077.The dynamic height is computed by dividing the NAVD 88
 AJ0077.geopotential number by the normal gravity value computed on the
 AJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0077.degrees latitude (g = 980.6199 gals.).
 AJ0077
 AJ0077.The modeled gravity was interpolated from observed gravity values.
 AJ0077
 AJ0077;                    North         East    Units  Estimated Accuracy
 AJ0077;SPC TX S     - 5,225,510.      341,750.      MT  (+/- 180 meters Scaled)
 AJ0077
 AJ0077                          SUPERSEDED SURVEY CONTROL
 AJ0077
 AJ0077  NGVD 29 (??/??/92)   60.518  (m)          198.55   (f) ADJ UNCH    2 0
 AJ0077
 AJ0077.Superseded values are not recommended for survey control.
 AJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0077.See file dsdata.txt to determine how the superseded data were derived.
 AJ0077
 AJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR910644(NAD 83)
 AJ0077_MARKER: DB = BENCH MARK DISK
 AJ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0077_STAMPING: 1303
 AJ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0077+STABILITY: SURFACE MOTION
 AJ0077
 AJ0077  HISTORY     - Date     Condition        Report By
 AJ0077  HISTORY     - UNK      MONUMENTED       CGS
 AJ0077  HISTORY     - 1935     GOOD             NGS
 AJ0077
 AJ0077                          STATION DESCRIPTION
 AJ0077
 AJ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AJ0077'3.6 MI S FROM ALICE.
 AJ0077'3.6 MILES SOUTH OF AND ALONG S. P. R. R. 15 YDS. WEST OF CENTER LINE
 AJ0077'OF TRACK.  1 YD. EAST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0130 ***********************************************************************
 EN0130  DESIGNATION -  1303+95
 EN0130  PID         -  EN0130
 EN0130  STATE/COUNTY-  TX/HALL
 EN0130  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0130
 EN0130                         *CURRENT SURVEY CONTROL
 EN0130  ___________________________________________________________________
 EN0130* NAD 83(1986)-  34 28 12.     (N)    100 49 31.     (W)     SCALED    
 EN0130* NAVD 88     -       690.364  (meters)    2264.97   (feet)  ADJUSTED  
 EN0130  ___________________________________________________________________
 EN0130  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 EN0130  DYNAMIC HT  -         689.556 (meters)    2262.32  (feet)  COMP
 EN0130  MODELED GRAV-     979,443.4   (mgal)                       NAVD 88
 EN0130
 EN0130  VERT ORDER  -  FIRST     CLASS II
 EN0130
 EN0130.The horizontal coordinates were scaled from a topographic map and have
 EN0130.an estimated accuracy of +/- 6 seconds.
 EN0130
 EN0130.The orthometric height was determined by differential leveling
 EN0130.and adjusted by the National Geodetic Survey in June 1991..
 EN0130
 EN0130.The geoid height was determined by GEOID03.
 EN0130
 EN0130.The dynamic height is computed by dividing the NAVD 88
 EN0130.geopotential number by the normal gravity value computed on the
 EN0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0130.degrees latitude (g = 980.6199 gals.).
 EN0130
 EN0130.The modeled gravity was interpolated from observed gravity values.
 EN0130
 EN0130;                    North         East    Units  Estimated Accuracy
 EN0130;SPC TX N     - 1,052,350.      261,990.      MT  (+/- 180 meters Scaled)
 EN0130
 EN0130                          SUPERSEDED SURVEY CONTROL
 EN0130
 EN0130  NGVD 29 (??/??/92)  690.062  (m)         2263.98   (f) ADJ UNCH    1 2
 EN0130
 EN0130.Superseded values are not recommended for survey control.
 EN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0130.See file dsdata.txt to determine how the superseded data were derived.
 EN0130
 EN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD323157(NAD 83)
 EN0130_MARKER: Z = SEE DESCRIPTION
 EN0130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0130
 EN0130  HISTORY     - Date     Condition        Report By
 EN0130  HISTORY     - UNK      MONUMENTED       BNRR
 EN0130  HISTORY     - 1933     GOOD             NGS
 EN0130  HISTORY     - 1934     GOOD             NGS
 EN0130
 EN0130                          STATION DESCRIPTION
 EN0130
 EN0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0130'7.2 MI NE FROM TURKEY.
 EN0130'7.2 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0130'THE STATION AT TURKEY, HALL COUNTY, ABOUT 2.8 MILES SOUTHWEST OF THE
 EN0130'SIGNBOARD AT TAMPICO, AT STATION 1303+95 (MILEAGE 261.74), ABOUT 14
 EN0130'RAILS SOUTHWEST OF SIGN P 261.65 ABOUT 3-1/4 RAILS SOUTHWEST OF A ROAD
 EN0130'CROSSING, 42 FEET SOUTHEAST OF THE TRACK, 34 FEET NORTHWEST OF THE
 EN0130'RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF POLES.  THE TOP OF A
 EN0130'CONCRETE-FILLED PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 EN0130
 EN0130                          STATION RECOVERY (1934)
 EN0130
 EN0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0078 ***********************************************************************
 AJ0078  DESIGNATION -  1304
 AJ0078  PID         -  AJ0078
 AJ0078  STATE/COUNTY-  TX/JIM WELLS
 AJ0078  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0078
 AJ0078                         *CURRENT SURVEY CONTROL
 AJ0078  ___________________________________________________________________
 AJ0078* NAD 83(1986)-  27 41 48.     (N)    098 04 38.     (W)     SCALED    
 AJ0078* NAVD 88     -        60.212  (meters)     197.55   (feet)  ADJUSTED  
 AJ0078  ___________________________________________________________________
 AJ0078  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AJ0078  DYNAMIC HT  -          60.119 (meters)     197.24  (feet)  COMP
 AJ0078  MODELED GRAV-     979,093.8   (mgal)                       NAVD 88
 AJ0078
 AJ0078  VERT ORDER  -  SECOND    CLASS 0
 AJ0078
 AJ0078.The horizontal coordinates were scaled from a topographic map and have
 AJ0078.an estimated accuracy of +/- 6 seconds.
 AJ0078
 AJ0078.The orthometric height was determined by differential leveling
 AJ0078.and adjusted by the National Geodetic Survey in June 1991..
 AJ0078
 AJ0078.The geoid height was determined by GEOID03.
 AJ0078
 AJ0078.The dynamic height is computed by dividing the NAVD 88
 AJ0078.geopotential number by the normal gravity value computed on the
 AJ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0078.degrees latitude (g = 980.6199 gals.).
 AJ0078
 AJ0078.The modeled gravity was interpolated from observed gravity values.
 AJ0078
 AJ0078;                    North         East    Units  Estimated Accuracy
 AJ0078;SPC TX S     - 5,224,980.      341,700.      MT  (+/- 180 meters Scaled)
 AJ0078
 AJ0078                          SUPERSEDED SURVEY CONTROL
 AJ0078
 AJ0078  NGVD 29 (??/??/92)   60.313  (m)          197.88   (f) ADJ UNCH    2 0
 AJ0078
 AJ0078.Superseded values are not recommended for survey control.
 AJ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0078.See file dsdata.txt to determine how the superseded data were derived.
 AJ0078
 AJ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR909639(NAD 83)
 AJ0078_MARKER: DB = BENCH MARK DISK
 AJ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0078_STAMPING: 1304
 AJ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0078+STABILITY: SURFACE MOTION
 AJ0078
 AJ0078  HISTORY     - Date     Condition        Report By
 AJ0078  HISTORY     - UNK      MONUMENTED       CGS
 AJ0078  HISTORY     - 1935     GOOD             NGS
 AJ0078
 AJ0078                          STATION DESCRIPTION
 AJ0078
 AJ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AJ0078'4.0 MI S FROM ALICE.
 AJ0078'4.0 MILES SOUTH OF AND ALONG S. P. R. R. 16 YDS. WEST OF CENTER LINE
 AJ0078'OF TRACK.  1 YD. EAST OF RIGHT OF WAY FENCE.  3 YDS. SOUTHWEST OF MILE
 AJ0078'POLE 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0079 ***********************************************************************
 AJ0079  DESIGNATION -  1306
 AJ0079  PID         -  AJ0079
 AJ0079  STATE/COUNTY-  TX/JIM WELLS
 AJ0079  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0079
 AJ0079                         *CURRENT SURVEY CONTROL
 AJ0079  ___________________________________________________________________
 AJ0079* NAD 83(1986)-  27 39 57.     (N)    098 04 54.     (W)     SCALED    
 AJ0079* NAVD 88     -        60.804  (meters)     199.49   (feet)  ADJUSTED  
 AJ0079  ___________________________________________________________________
 AJ0079  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AJ0079  DYNAMIC HT  -          60.709 (meters)     199.18  (feet)  COMP
 AJ0079  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 AJ0079
 AJ0079  VERT ORDER  -  SECOND    CLASS 0
 AJ0079
 AJ0079.The horizontal coordinates were scaled from a topographic map and have
 AJ0079.an estimated accuracy of +/- 6 seconds.
 AJ0079
 AJ0079.The orthometric height was determined by differential leveling
 AJ0079.and adjusted by the National Geodetic Survey in June 1991..
 AJ0079
 AJ0079.The geoid height was determined by GEOID03.
 AJ0079
 AJ0079.The dynamic height is computed by dividing the NAVD 88
 AJ0079.geopotential number by the normal gravity value computed on the
 AJ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0079.degrees latitude (g = 980.6199 gals.).
 AJ0079
 AJ0079.The modeled gravity was interpolated from observed gravity values.
 AJ0079
 AJ0079;                    North         East    Units  Estimated Accuracy
 AJ0079;SPC TX S     - 5,221,560.      341,270.      MT  (+/- 180 meters Scaled)
 AJ0079
 AJ0079                          SUPERSEDED SURVEY CONTROL
 AJ0079
 AJ0079  NGVD 29 (??/??/92)   60.902  (m)          199.81   (f) ADJ UNCH    2 0
 AJ0079
 AJ0079.Superseded values are not recommended for survey control.
 AJ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0079.See file dsdata.txt to determine how the superseded data were derived.
 AJ0079
 AJ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR905605(NAD 83)
 AJ0079_MARKER: DB = BENCH MARK DISK
 AJ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0079_STAMPING: 1306
 AJ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0079+STABILITY: SURFACE MOTION
 AJ0079
 AJ0079  HISTORY     - Date     Condition        Report By
 AJ0079  HISTORY     - UNK      MONUMENTED       CGS
 AJ0079  HISTORY     - 1935     GOOD             NGS
 AJ0079
 AJ0079                          STATION DESCRIPTION
 AJ0079
 AJ0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AJ0079'6.1 MI S FROM ALICE.
 AJ0079'6.1 MILES SOUTH OF AND ALONG S. P. R. R. 15 YDS. WEST OF CENTER LINE
 AJ0079'ON TRACK.  2 YDS. EAST OF RIGHT OF WAY FENCE.  435 YDS. SOUTH OF MILE
 AJ0079'POLE 49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0080 ***********************************************************************
 AJ0080  DESIGNATION -  1307
 AJ0080  PID         -  AJ0080
 AJ0080  STATE/COUNTY-  TX/JIM WELLS
 AJ0080  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0080
 AJ0080                         *CURRENT SURVEY CONTROL
 AJ0080  ___________________________________________________________________
 AJ0080* NAD 83(1986)-  27 38 33.     (N)    098 05 05.     (W)     SCALED    
 AJ0080* NAVD 88     -        55.905  (meters)     183.41   (feet)  ADJUSTED  
 AJ0080  ___________________________________________________________________
 AJ0080  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AJ0080  DYNAMIC HT  -          55.818 (meters)     183.13  (feet)  COMP
 AJ0080  MODELED GRAV-     979,090.7   (mgal)                       NAVD 88
 AJ0080
 AJ0080  VERT ORDER  -  SECOND    CLASS 0
 AJ0080
 AJ0080.The horizontal coordinates were scaled from a topographic map and have
 AJ0080.an estimated accuracy of +/- 6 seconds.
 AJ0080
 AJ0080.The orthometric height was determined by differential leveling
 AJ0080.and adjusted by the National Geodetic Survey in June 1991..
 AJ0080
 AJ0080.The geoid height was determined by GEOID03.
 AJ0080
 AJ0080.The dynamic height is computed by dividing the NAVD 88
 AJ0080.geopotential number by the normal gravity value computed on the
 AJ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0080.degrees latitude (g = 980.6199 gals.).
 AJ0080
 AJ0080.The modeled gravity was interpolated from observed gravity values.
 AJ0080
 AJ0080;                    North         East    Units  Estimated Accuracy
 AJ0080;SPC TX S     - 5,218,980.      340,980.      MT  (+/- 180 meters Scaled)
 AJ0080
 AJ0080                          SUPERSEDED SURVEY CONTROL
 AJ0080
 AJ0080  NGVD 29 (??/??/92)   56.006  (m)          183.75   (f) ADJ UNCH    2 0
 AJ0080
 AJ0080.Superseded values are not recommended for survey control.
 AJ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0080.See file dsdata.txt to determine how the superseded data were derived.
 AJ0080
 AJ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR902579(NAD 83)
 AJ0080_MARKER: DD = SURVEY DISK
 AJ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0080_STAMPING: 1307
 AJ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0080+STABILITY: SURFACE MOTION
 AJ0080
 AJ0080  HISTORY     - Date     Condition        Report By
 AJ0080  HISTORY     - UNK      MONUMENTED       TXGS
 AJ0080  HISTORY     - 1942     GOOD             NGS
 AJ0080  HISTORY     - 1957     MARK NOT FOUND   USGS
 AJ0080
 AJ0080                          STATION DESCRIPTION
 AJ0080
 AJ0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0080'7.6 MI S FROM ALICE.
 AJ0080'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0080'7.6 MILES SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE SITE OF
 AJ0080'THE BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTH OF THE SOUTHERN
 AJ0080'PACIFIC RAILROAD STATION AT BEN BOLT, 42.0 FEET WEST OF THE CENTERLINE
 AJ0080'OF THE TRACK AND 9.0 FEET EAST OF RIGHT-OF-WAY FENCE. IT IS 3.0 FEET
 AJ0080'NORTH OF A 4X4-INCH WOODEN MARKER POST.  A STD. STATE SURVEY MARK DISK
 AJ0080'SET IN CONCRETE POST.
 AJ0080
 AJ0080                          STATION RECOVERY (1957)
 AJ0080
 AJ0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AJ0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0475 ***********************************************************************
 BL0475  DESIGNATION -  131
 BL0475  PID         -  BL0475
 BL0475  STATE/COUNTY-  TX/HARDIN
 BL0475  USGS QUAD   -  BRAGG (1984)
 BL0475
 BL0475                         *CURRENT SURVEY CONTROL
 BL0475  ___________________________________________________________________
 BL0475* NAD 83(1986)-  30 24 34.     (N)    094 31 03.     (W)     SCALED    
 BL0475* NAVD 88     -        37.21   (+/-2cm)     122.1    (feet)  VERTCON   
 BL0475  ___________________________________________________________________
 BL0475  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL0475
 BL0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0475
 BL0475.The horizontal coordinates were scaled from a topographic map and have
 BL0475.an estimated accuracy of +/- 6 seconds.
 BL0475
 BL0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0475.The vertical order pertains to the NGVD 29 superseded value.
 BL0475
 BL0475.The geoid height was determined by GEOID03.
 BL0475
 BL0475;                    North         East    Units  Estimated Accuracy
 BL0475;SPC TX C     - 3,096,950.    1,258,540.      MT  (+/- 180 meters Scaled)
 BL0475
 BL0475                          SUPERSEDED SURVEY CONTROL
 BL0475
 BL0475  NGVD 29 (??/??/92)   37.211  (m)          122.08   (f) ADJ UNCH    2 0
 BL0475
 BL0475.Superseded values are not recommended for survey control.
 BL0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0475.See file dsdata.txt to determine how the superseded data were derived.
 BL0475
 BL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP542651(NAD 83)
 BL0475_MARKER: Z = SEE DESCRIPTION
 BL0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0475_SP_SET: RAIL
 BL0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0475
 BL0475  HISTORY     - Date     Condition        Report By
 BL0475  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0475  HISTORY     - 1935     GOOD             NGS
 BL0475
 BL0475                          STATION DESCRIPTION
 BL0475
 BL0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0475'2.9 MI E FROM BRAGG.
 BL0475'2.9 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0475'STATION AT BRAGG, HARDIN COUNTY, OPPOSITE MILEPOST 131, AND 8 FEET
 BL0475'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0475'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0293 ***********************************************************************
 DO0293  DESIGNATION -  131
 DO0293  PID         -  DO0293
 DO0293  STATE/COUNTY-  TX/WICHITA
 DO0293  USGS QUAD   -  FOWLKES (1968)
 DO0293
 DO0293                         *CURRENT SURVEY CONTROL
 DO0293  ___________________________________________________________________
 DO0293* NAD 83(1986)-  33 58 12.     (N)    098 46 15.     (W)     SCALED    
 DO0293* NAVD 88     -       316.442  (meters)    1038.19   (feet)  ADJUSTED  
 DO0293  ___________________________________________________________________
 DO0293  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DO0293  DYNAMIC HT  -         316.094 (meters)    1037.05  (feet)  COMP
 DO0293  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 DO0293
 DO0293  VERT ORDER  -  FIRST     CLASS II
 DO0293
 DO0293.The horizontal coordinates were scaled from a topographic map and have
 DO0293.an estimated accuracy of +/- 6 seconds.
 DO0293
 DO0293.The orthometric height was determined by differential leveling
 DO0293.and adjusted by the National Geodetic Survey in June 1991..
 DO0293
 DO0293.The geoid height was determined by GEOID03.
 DO0293
 DO0293.The dynamic height is computed by dividing the NAVD 88
 DO0293.geopotential number by the normal gravity value computed on the
 DO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0293.degrees latitude (g = 980.6199 gals.).
 DO0293
 DO0293.The modeled gravity was interpolated from observed gravity values.
 DO0293
 DO0293;                    North         East    Units  Estimated Accuracy
 DO0293;SPC TXNC     - 2,255,460.      574,970.      MT  (+/- 180 meters Scaled)
 DO0293
 DO0293                          SUPERSEDED SURVEY CONTROL
 DO0293
 DO0293  NGVD 29 (??/??/92)  316.360  (m)         1037.92   (f) ADJ UNCH    1 2
 DO0293
 DO0293.Superseded values are not recommended for survey control.
 DO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0293.See file dsdata.txt to determine how the superseded data were derived.
 DO0293
 DO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC211588(NAD 83)
 DO0293_MARKER: Z = SEE DESCRIPTION
 DO0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0293_SP_SET: MILEPOST
 DO0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0293
 DO0293  HISTORY     - Date     Condition        Report By
 DO0293  HISTORY     - UNK      MONUMENTED       BNRR
 DO0293  HISTORY     - 1957     GOOD             NGS
 DO0293  HISTORY     - 20010530 GOOD             USPSQD
 DO0293
 DO0293                          STATION DESCRIPTION
 DO0293
 DO0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0293'6.0 MI NW FROM IOWA PARK.
 DO0293'6.0 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0293'IOWA PARK, WICHITA COUNTY, AND ON THE TOP OF CONCRETE MILEPOST 131.
 DO0293'THE TOP OF THE MILEPOST.
 DO0293
 DO0293                          STATION RECOVERY (2001)
 DO0293
 DO0293'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0570 ***********************************************************************
 CT0570  DESIGNATION -  131 DHW USGS
 CT0570  PID         -  CT0570
 CT0570  STATE/COUNTY-  TX/TAYLOR
 CT0570  USGS QUAD   -  MERKEL EAST (1984)
 CT0570
 CT0570                         *CURRENT SURVEY CONTROL
 CT0570  ___________________________________________________________________
 CT0570* NAD 83(1986)-  32 27 48.     (N)    099 57 39.     (W)     SCALED    
 CT0570* NAVD 88     -       555.649  (meters)    1822.99   (feet)  ADJUSTED  
 CT0570  ___________________________________________________________________
 CT0570  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CT0570  DYNAMIC HT  -         554.926 (meters)    1820.62  (feet)  COMP
 CT0570  MODELED GRAV-     979,321.1   (mgal)                       NAVD 88
 CT0570
 CT0570  VERT ORDER  -  FIRST     CLASS II
 CT0570
 CT0570.The horizontal coordinates were scaled from a topographic map and have
 CT0570.an estimated accuracy of +/- 6 seconds.
 CT0570
 CT0570.The orthometric height was determined by differential leveling
 CT0570.and adjusted by the National Geodetic Survey in June 1991..
 CT0570
 CT0570.The geoid height was determined by GEOID03.
 CT0570
 CT0570.The dynamic height is computed by dividing the NAVD 88
 CT0570.geopotential number by the normal gravity value computed on the
 CT0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0570.degrees latitude (g = 980.6199 gals.).
 CT0570
 CT0570.The modeled gravity was interpolated from observed gravity values.
 CT0570
 CT0570;                    North         East    Units  Estimated Accuracy
 CT0570;SPC TXNC     - 2,089,300.      462,680.      MT  (+/- 180 meters Scaled)
 CT0570
 CT0570                          SUPERSEDED SURVEY CONTROL
 CT0570
 CT0570.No superseded survey control is available for this station.
 CT0570
 CT0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA097922(NAD 83)
 CT0570_MARKER: DD = SURVEY DISK
 CT0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0570_STAMPING: 131 D H W 1822 1955
 CT0570_MARK LOGO: USGS  
 CT0570_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0570+STABILITY: SURFACE MOTION
 CT0570
 CT0570  HISTORY     - Date     Condition        Report By
 CT0570  HISTORY     - 1955     MONUMENTED       USGS
 CT0570  HISTORY     - 1956     GOOD             NGS
 CT0570  HISTORY     - 1982     GOOD             NGS
 CT0570  HISTORY     - 19940804 GOOD             USPSQD
 CT0570  HISTORY     - 20011013 GOOD             USPSQD
 CT0570
 CT0570                          STATION DESCRIPTION
 CT0570
 CT0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0570'3.0 MI E FROM MERKEL.
 CT0570'3.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0570'AT MERKEL, 4 POLES EAST OF MILEPOST 420, 98 FEET SOUTH OF THE CENTER
 CT0570'LINE OF U.S. HIGHWAY 80, 30 FEET NORTH OF THE NORTH RAIL, 5 FEET WEST
 CT0570'OF A TELEPHONE POLE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 CT0570'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CT0570
 CT0570                          STATION RECOVERY (1982)
 CT0570
 CT0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0570'16.7 KM (10.35 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0570'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0570'ABILENE, 0.2 KM (0.1 MI) EAST OF MILEPOST 420, 30.1 METERS (98.8 FT)
 CT0570'SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD OF INTERSTATE HIGHWAY 20,
 CT0570'9.2 METERS (30.2 FT) NORTH OF THE NEAR RAIL AND 1.6 METERS (5.2 FT)
 CT0570'WEST OF A UTILITY POLE.
 CT0570'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CT0570'THE MARK IS 0.9 M BELOW THE TRACKS.
 CT0570
 CT0570                          STATION RECOVERY (1994)
 CT0570
 CT0570'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0570'RECOVERED IN GOOD CONDITION.
 CT0570
 CT0570                          STATION RECOVERY (2001)
 CT0570
 CT0570'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0082 ***********************************************************************
 AJ0082  DESIGNATION -  1310 TXGS
 AJ0082  PID         -  AJ0082
 AJ0082  STATE/COUNTY-  TX/JIM WELLS
 AJ0082  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0082
 AJ0082                         *CURRENT SURVEY CONTROL
 AJ0082  ___________________________________________________________________
 AJ0082* NAD 83(1986)-  27 36 49.     (N)    098 05 21.     (W)     SCALED    
 AJ0082* NAVD 88     -        49.716  (meters)     163.11   (feet)  ADJUSTED  
 AJ0082  ___________________________________________________________________
 AJ0082  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AJ0082  DYNAMIC HT  -          49.638 (meters)     162.85  (feet)  COMP
 AJ0082  MODELED GRAV-     979,089.1   (mgal)                       NAVD 88
 AJ0082
 AJ0082  VERT ORDER  -  SECOND    CLASS 0
 AJ0082
 AJ0082.The horizontal coordinates were scaled from a topographic map and have
 AJ0082.an estimated accuracy of +/- 6 seconds.
 AJ0082
 AJ0082.The orthometric height was determined by differential leveling
 AJ0082.and adjusted by the National Geodetic Survey in June 1991..
 AJ0082
 AJ0082.The geoid height was determined by GEOID03.
 AJ0082
 AJ0082.The dynamic height is computed by dividing the NAVD 88
 AJ0082.geopotential number by the normal gravity value computed on the
 AJ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0082.degrees latitude (g = 980.6199 gals.).
 AJ0082
 AJ0082.The modeled gravity was interpolated from observed gravity values.
 AJ0082
 AJ0082;                    North         East    Units  Estimated Accuracy
 AJ0082;SPC TX S     - 5,215,780.      340,550.      MT  (+/- 180 meters Scaled)
 AJ0082
 AJ0082                          SUPERSEDED SURVEY CONTROL
 AJ0082
 AJ0082  NGVD 29 (??/??/92)   49.817  (m)          163.44   (f) ADJ UNCH    2 0
 AJ0082
 AJ0082.Superseded values are not recommended for survey control.
 AJ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0082.See file dsdata.txt to determine how the superseded data were derived.
 AJ0082
 AJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR898547(NAD 83)
 AJ0082_MARKER: DD = SURVEY DISK
 AJ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0082_STAMPING: 1310
 AJ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0082+STABILITY: SURFACE MOTION
 AJ0082
 AJ0082  HISTORY     - Date     Condition        Report By
 AJ0082  HISTORY     - UNK      MONUMENTED       TXGS
 AJ0082  HISTORY     - 1942     GOOD             NGS
 AJ0082
 AJ0082                          STATION DESCRIPTION
 AJ0082
 AJ0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0082'9.6 MI S FROM ALICE.
 AJ0082'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0082'9.6 MILES SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE SITE OF
 AJ0082'THE BENCH MARK.  BENCH MARK IS ABOUT 2.4 MILES SOUTH OF THE SOUTHERN
 AJ0082'PACIFIC RAILROAD STATION AT BEN BOLT, 33.0 FEET WEST OF THE CENTERLINE
 AJ0082'OF THE TRACKS, 50.0 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY NO.
 AJ0082'281 AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. A STD. STATE
 AJ0082'SURVEY MARK DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0017 ***********************************************************************
 BN0017  DESIGNATION -  1311.62
 BN0017  PID         -  BN0017
 BN0017  STATE/COUNTY-  TX/BURNET
 BN0017  USGS QUAD   -  BURNET (1967)
 BN0017
 BN0017                         *CURRENT SURVEY CONTROL
 BN0017  ___________________________________________________________________
 BN0017* NAD 83(1986)-  30 45 38.     (N)    098 13 37.     (W)     SCALED    
 BN0017* NAVD 88     -       399.977  (meters)    1312.26   (feet)  ADJUSTED  
 BN0017  ___________________________________________________________________
 BN0017  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 BN0017  DYNAMIC HT  -         399.437 (meters)    1310.49  (feet)  COMP
 BN0017  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 BN0017
 BN0017  VERT ORDER  -  SECOND    CLASS 0
 BN0017
 BN0017.The horizontal coordinates were scaled from a topographic map and have
 BN0017.an estimated accuracy of +/- 6 seconds.
 BN0017
 BN0017.The orthometric height was determined by differential leveling
 BN0017.and adjusted by the National Geodetic Survey in June 1991..
 BN0017
 BN0017.The geoid height was determined by GEOID03.
 BN0017
 BN0017.The dynamic height is computed by dividing the NAVD 88
 BN0017.geopotential number by the normal gravity value computed on the
 BN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0017.degrees latitude (g = 980.6199 gals.).
 BN0017
 BN0017.The modeled gravity was interpolated from observed gravity values.
 BN0017
 BN0017;                    North         East    Units  Estimated Accuracy
 BN0017;SPC TX C     - 3,123,170.      901,640.      MT  (+/- 180 meters Scaled)
 BN0017
 BN0017                          SUPERSEDED SURVEY CONTROL
 BN0017
 BN0017  NGVD 29 (??/??/92)  399.893  (m)         1311.98   (f) ADJ UNCH    2 0
 BN0017
 BN0017.Superseded values are not recommended for survey control.
 BN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0017.See file dsdata.txt to determine how the superseded data were derived.
 BN0017
 BN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV739033(NAD 83)
 BN0017_MARKER: Q = CHISELED SQUARE
 BN0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0017_SP_SET: BUILDING
 BN0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0017
 BN0017  HISTORY     - Date     Condition        Report By
 BN0017  HISTORY     - UNK      MONUMENTED       USGS
 BN0017  HISTORY     - 1933     GOOD             NGS
 BN0017  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 BN0017
 BN0017                          STATION DESCRIPTION
 BN0017
 BN0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0017'IN BURNET.
 BN0017'AT BURNET SCHOOL BUILDING.  NORTHWEST END OF BLUE LIMESTONE DOOR SILL
 BN0017'AT SOUTHWEST ENTRANCE.
 BN0017
 BN0017                          STATION RECOVERY (2002)
 BN0017
 BN0017'RECOVERY NOTE BY US POWER SQUADRON 2002 (TSC)
 BN0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0573 ***********************************************************************
 AW0573  DESIGNATION -  13.149
 AW0573  PID         -  AW0573
 AW0573  STATE/COUNTY-  TX/GALVESTON
 AW0573  USGS QUAD   -  GALVESTON (1994)
 AW0573
 AW0573                         *CURRENT SURVEY CONTROL
 AW0573  ___________________________________________________________________
 AW0573* NAD 83(1986)-  29 19 48.     (N)    094 46 24.     (W)     SCALED    
 AW0573* NAVD 88     -         3.46   (+/-2cm)      11.4    (feet)  VERTCON   
 AW0573  ___________________________________________________________________
 AW0573  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0573
 AW0573  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0573
 AW0573.The horizontal coordinates were scaled from a topographic map and have
 AW0573.an estimated accuracy of +/- 6 seconds.
 AW0573
 AW0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0573.The vertical order pertains to the NGVD 29 superseded value.
 AW0573
 AW0573.The geoid height was determined by GEOID03.
 AW0573
 AW0573;                    North         East    Units  Estimated Accuracy
 AW0573;SPC TXSC     - 4,173,290.    1,010,380.      MT  (+/- 180 meters Scaled)
 AW0573
 AW0573                          SUPERSEDED SURVEY CONTROL
 AW0573
 AW0573  NGVD 29 (??/??/92)    3.457  (m)           11.34   (f) ADJ UNCH    1 1
 AW0573
 AW0573.Superseded values are not recommended for survey control.
 AW0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0573.See file dsdata.txt to determine how the superseded data were derived.
 AW0573
 AW0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN278458(NAD 83)
 AW0573_MARKER: B = BOLT
 AW0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0573_SP_SET: CONCRETE WALL
 AW0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0573
 AW0573  HISTORY     - Date     Condition        Report By
 AW0573  HISTORY     - UNK      MONUMENTED       USE
 AW0573  HISTORY     - 1964     GOOD             NGS
 AW0573  HISTORY     - 1973     GOOD             NGS
 AW0573  HISTORY     - 1978     GOOD             NGS
 AW0573  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0573  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0573  HISTORY     - 19910406 MARK NOT FOUND   USPSQD
 AW0573  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW0573  HISTORY     - 20041215 MARK NOT FOUND   USPSQD
 AW0573
 AW0573                          STATION DESCRIPTION
 AW0573
 AW0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0573'3.45 MI N FROM GALVESTON.
 AW0573'ABOUT 1.1 MILES NORTHEAST ALONG STRAND STREET FROM UNION STATION AT
 AW0573'GALVESTON, THENCE 0.15 MILE SOUTH ALONG 9TH STREET, THENCE 0.75 MILE
 AW0573'NORTHEAST ALONG MARKET STREET, THENCE 1.05 MILES NORTH ALONG STATE
 AW0573'HIGHWAY 87, THENCE 0.4 MILE NORTHEAST ALONG A PAVED ROAD, ABOUT 0.2
 AW0573'MILE NORTHEAST OF THE GALVESTON-PORT BOLIVAR FERRY LANDING, SET
 AW0573'VERTICALLY IN THE CENTER OF THE EAST FACE OF A CONCRETE WALL OF AN OLD
 AW0573'PUMP HOUSE, ABOUT 126 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AW0573'U.S. CORPS OF ENGINEERS OFFICE, AND ABOUT 6 FEET ABOVE THE LEVEL OF
 AW0573'THE GROUND.
 AW0573
 AW0573                          STATION RECOVERY (1973)
 AW0573
 AW0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0573'RECOVERED IN GOOD CONDITION.
 AW0573
 AW0573                          STATION RECOVERY (1978)
 AW0573
 AW0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0573'1.1 MILES NORTHEAST ALONG STRAND STREET FROM UNION STATION AT
 AW0573'GALVESTON, THENCE 0.15 MILE SOUTH ALONG 9TH STREET, THENCE 0.75
 AW0573'MILES NORTHEAST ALONG MARKET STREET, THENCE 1.05 MILES NORTH ALONG
 AW0573'STATE HIGHWAY 87, THENCE 0.4 MILE NORTHEAST ALONG A PAVED ROAD,
 AW0573'ABOUT 0.2 MILE NORTHEAST OF THE GALVESTON-PORT BOLIVAR FERRY
 AW0573'LANDING, SET VERTICALLY IN THE CENTER OF THE WEST FACE OF A
 AW0573'14X14X16 FT. CONCRETE WALL OF AN OLD PUMP HOUSE WHICH IS COVERED
 AW0573'WITH IVY, ABOUT 126 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF
 AW0573'THE US CORPS OF ENGINEERS OFFICE.
 AW0573
 AW0573                          STATION RECOVERY (1987)
 AW0573
 AW0573'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0573'MARK NOT FOUND.
 AW0573
 AW0573                          STATION RECOVERY (1987)
 AW0573
 AW0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0573'ACCESS TO THE WEST FACE OF THE BUILDING IS BLOCKED BY A STACK OF
 AW0573'ANCHORS.  THE DISK MAY STILL BE IN PLACE.
 AW0573
 AW0573                          STATION RECOVERY (1991)
 AW0573
 AW0573'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0573'MARK NOT FOUND.
 AW0573
 AW0573                          STATION RECOVERY (1999)
 AW0573
 AW0573'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0573'MARK NOT FOUND.
 AW0573
 AW0573                          STATION RECOVERY (2004)
 AW0573
 AW0573'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0346 ***********************************************************************
 CT0346  DESIGNATION -  1316.4
 CT0346  PID         -  CT0346
 CT0346  STATE/COUNTY-  TX/SHACKELFORD
 CT0346  USGS QUAD   -  MC CATHERINE MOUNTAIN (1987)
 CT0346
 CT0346                         *CURRENT SURVEY CONTROL
 CT0346  ___________________________________________________________________
 CT0346* NAD 83(1986)-  32 38 22.     (N)    099 13 45.     (W)     SCALED    
 CT0346* NAVD 88     -       401.369  (meters)    1316.82   (feet)  ADJUSTED  
 CT0346  ___________________________________________________________________
 CT0346  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0346  DYNAMIC HT  -         400.859 (meters)    1315.15  (feet)  COMP
 CT0346  MODELED GRAV-     979,357.7   (mgal)                       NAVD 88
 CT0346
 CT0346  VERT ORDER  -  SECOND    CLASS 0
 CT0346
 CT0346.The horizontal coordinates were scaled from a topographic map and have
 CT0346.an estimated accuracy of +/- 6 seconds.
 CT0346
 CT0346.The orthometric height was determined by differential leveling
 CT0346.and adjusted by the National Geodetic Survey in June 1991..
 CT0346
 CT0346.The geoid height was determined by GEOID03.
 CT0346
 CT0346.The dynamic height is computed by dividing the NAVD 88
 CT0346.geopotential number by the normal gravity value computed on the
 CT0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0346.degrees latitude (g = 980.6199 gals.).
 CT0346
 CT0346.The modeled gravity was interpolated from observed gravity values.
 CT0346
 CT0346;                    North         East    Units  Estimated Accuracy
 CT0346;SPC TXNC     - 2,108,110.      531,590.      MT  (+/- 180 meters Scaled)
 CT0346
 CT0346                          SUPERSEDED SURVEY CONTROL
 CT0346
 CT0346  NGVD 29 (??/??/92)  401.242  (m)         1316.41   (f) ADJ UNCH    2 0
 CT0346
 CT0346.Superseded values are not recommended for survey control.
 CT0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0346.See file dsdata.txt to determine how the superseded data were derived.
 CT0346
 CT0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB785113(NAD 83)
 CT0346_MARKER: DD = SURVEY DISK
 CT0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0346_SP_SET: ABUTMENT
 CT0346_STAMPING: 1316.4
 CT0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0346
 CT0346  HISTORY     - Date     Condition        Report By
 CT0346  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0346  HISTORY     - 1957     GOOD             NGS
 CT0346
 CT0346                          STATION DESCRIPTION
 CT0346
 CT0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0346'7.7 MI SE FROM ALBANY.
 CT0346'7.7 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0346'FROM ALBANY, SHACKELFORD COUNTY, AT BRIDGE 180.4, IN THE TOP OF THE
 CT0346'SOUTHEAST CONCRETE ABUTMENT, AND 16 INCHES FROM BENCH MARK G 188
 CT0346'DESCRIBED BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0291 ***********************************************************************
 DO0291  DESIGNATION -  131.70
 DO0291  PID         -  DO0291
 DO0291  STATE/COUNTY-  TX/WICHITA
 DO0291  USGS QUAD   -  FOWLKES (1968)
 DO0291
 DO0291                         *CURRENT SURVEY CONTROL
 DO0291  ___________________________________________________________________
 DO0291* NAD 83(1986)-  33 58 21.     (N)    098 47 00.     (W)     SCALED    
 DO0291* NAVD 88     -       313.866  (meters)    1029.74   (feet)  POSTED    
 DO0291  ___________________________________________________________________
 DO0291  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DO0291  DYNAMIC HT  -         313.520 (meters)    1028.61  (feet)  COMP
 DO0291  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 DO0291
 DO0291  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DO0291
 DO0291.The horizontal coordinates were scaled from a topographic map and have
 DO0291.an estimated accuracy of +/- 6 seconds.
 DO0291
 DO0291.The orthometric height was determined by differential leveling
 DO0291.and adjusted by the National Geodetic Survey in 1992..
 DO0291.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DO0291.rate of 2.1 thru 3.0 mm/km.
 DO0291
 DO0291.The geoid height was determined by GEOID03.
 DO0291
 DO0291.The dynamic height is computed by dividing the NAVD 88
 DO0291.geopotential number by the normal gravity value computed on the
 DO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0291.degrees latitude (g = 980.6199 gals.).
 DO0291
 DO0291.The modeled gravity was interpolated from observed gravity values.
 DO0291
 DO0291;                    North         East    Units  Estimated Accuracy
 DO0291;SPC TXNC     - 2,255,740.      573,820.      MT  (+/- 180 meters Scaled)
 DO0291
 DO0291                          SUPERSEDED SURVEY CONTROL
 DO0291
 DO0291  NGVD 29 (??/??/92)  313.786  (m)         1029.48   (f) ADJ UNCH    1 2
 DO0291
 DO0291.Superseded values are not recommended for survey control.
 DO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0291.See file dsdata.txt to determine how the superseded data were derived.
 DO0291
 DO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC200591(NAD 83)
 DO0291_MARKER: Q = CHISELED SQUARE
 DO0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0291_SP_SET: WALL
 DO0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0291
 DO0291  HISTORY     - Date     Condition        Report By
 DO0291  HISTORY     - UNK      MONUMENTED       BNRR
 DO0291  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0291  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO0291
 DO0291                          STATION DESCRIPTION
 DO0291
 DO0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0291'6.7 MI NW FROM IOWA PARK.
 DO0291'6.7 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0291'IOWA PARK, WICHITA COUNTY, AT BRIDGE 131.70, AND ON THE SOUTHWEST
 DO0291'CORNER OF THE SOUTH PARAPET WALL.  A CHISELED SQUARE.  NOTE-- THE
 DO0291'CHISELED SQUARE COULD NOT BE IDENTIFIED.
 DO0291
 DO0291                          STATION RECOVERY (2001)
 DO0291
 DO0291'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0091 ***********************************************************************
 AH0091  DESIGNATION -  13.19
 AH0091  PID         -  AH0091
 AH0091  STATE/COUNTY-  TX/SAN PATRICIO
 AH0091  USGS QUAD   -  PORTLAND (1975)
 AH0091
 AH0091                         *CURRENT SURVEY CONTROL
 AH0091  ___________________________________________________________________
 AH0091* NAD 83(1986)-  27 51 09.     (N)    097 21 31.     (W)     SCALED    
 AH0091* NAVD 88     -         3.723  (meters)      12.21   (feet)  ADJUSTED  
 AH0091  ___________________________________________________________________
 AH0091  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AH0091  DYNAMIC HT  -           3.717 (meters)      12.19  (feet)  COMP
 AH0091  MODELED GRAV-     979,132.5   (mgal)                       NAVD 88
 AH0091
 AH0091  VERT ORDER  -  FIRST     CLASS I
 AH0091
 AH0091.The horizontal coordinates were scaled from a topographic map and have
 AH0091.an estimated accuracy of +/- 6 seconds.
 AH0091
 AH0091.The orthometric height was determined by differential leveling
 AH0091.and adjusted by the National Geodetic Survey in June 1991..
 AH0091
 AH0091.The geoid height was determined by GEOID03.
 AH0091
 AH0091.The dynamic height is computed by dividing the NAVD 88
 AH0091.geopotential number by the normal gravity value computed on the
 AH0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0091.degrees latitude (g = 980.6199 gals.).
 AH0091
 AH0091.The modeled gravity was interpolated from observed gravity values.
 AH0091
 AH0091;                    North         East    Units  Estimated Accuracy
 AH0091;SPC TX S     - 5,242,690.      412,420.      MT  (+/- 180 meters Scaled)
 AH0091
 AH0091                          SUPERSEDED SURVEY CONTROL
 AH0091
 AH0091.No superseded survey control is available for this station.
 AH0091
 AH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR616819(NAD 83)
 AH0091_MARKER: DD = SURVEY DISK
 AH0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0091_SP_SET: ABUTMENT
 AH0091_STAMPING: 13.19
 AH0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0091
 AH0091  HISTORY     - Date     Condition        Report By
 AH0091  HISTORY     - UNK      MONUMENTED       TXHD
 AH0091  HISTORY     - 1959     GOOD             NGS
 AH0091  HISTORY     - 1978     GOOD             NGS
 AH0091  HISTORY     - 19970201 MARK NOT FOUND   NGS
 AH0091
 AH0091                          STATION DESCRIPTION
 AH0091
 AH0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0091'3.3 MI NE FROM CORPUS CHRISTI.
 AH0091'ABOUT 3.3 MILES NORTHEAST ALONG U. S. HIGHWAY 181 FROM THE NORTH END
 AH0091'OF THE HIGH BRIDGE OVER THE CORPUS CHRISTI SHIP CHANNEL AT CORPUS
 AH0091'CHRISTI, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF
 AH0091'THE CAUSEWAY, AT THE NORTHEAST END OF THE CAUSEWAY, 15 FEET NORTHWEST
 AH0091'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 10 INCHES ABOVE THE LEVEL
 AH0091'OF THE HIGHWAY.
 AH0091
 AH0091                          STATION RECOVERY (1978)
 AH0091
 AH0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0091'RECOVERED IN GOOD CONDITION.
 AH0091
 AH0091                          STATION RECOVERY (1997)
 AH0091
 AH0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (HAS)
 AH0091'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 AH0091'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0351 ***********************************************************************
 BL0351  DESIGNATION -  132
 BL0351  PID         -  BL0351
 BL0351  STATE/COUNTY-  TX/HARDIN
 BL0351  USGS QUAD   -  BRAGG (1984)
 BL0351
 BL0351                         *CURRENT SURVEY CONTROL
 BL0351  ___________________________________________________________________
 BL0351* NAD 83(1986)-  30 24 22.     (N)    094 30 04.     (W)     SCALED    
 BL0351* NAVD 88     -        35.01   (+/-2cm)     114.9    (feet)  VERTCON   
 BL0351  ___________________________________________________________________
 BL0351  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL0351
 BL0351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0351
 BL0351.The horizontal coordinates were scaled from a topographic map and have
 BL0351.an estimated accuracy of +/- 6 seconds.
 BL0351
 BL0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0351.The vertical order pertains to the NGVD 29 superseded value.
 BL0351
 BL0351.The geoid height was determined by GEOID03.
 BL0351
 BL0351;                    North         East    Units  Estimated Accuracy
 BL0351;SPC TX C     - 3,096,660.    1,260,130.      MT  (+/- 180 meters Scaled)
 BL0351
 BL0351                          SUPERSEDED SURVEY CONTROL
 BL0351
 BL0351  NGVD 29 (??/??/92)   35.009  (m)          114.86   (f) ADJ UNCH    2 0
 BL0351
 BL0351.Superseded values are not recommended for survey control.
 BL0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0351.See file dsdata.txt to determine how the superseded data were derived.
 BL0351
 BL0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP558647(NAD 83)
 BL0351_MARKER: Z = SEE DESCRIPTION
 BL0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0351_SP_SET: SECTION RAIL
 BL0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0351
 BL0351  HISTORY     - Date     Condition        Report By
 BL0351  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0351  HISTORY     - 1935     GOOD             NGS
 BL0351
 BL0351                          STATION DESCRIPTION
 BL0351
 BL0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0351'3.9 MI E FROM BRAGG.
 BL0351'3.9 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0351'STATION AT BRAGG, HARDIN COUNTY, OPPOSITE MILEPOST 132, AND 8 FEET
 BL0351'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0351'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0290 ***********************************************************************
 DO0290  DESIGNATION -  132
 DO0290  PID         -  DO0290
 DO0290  STATE/COUNTY-  TX/WICHITA
 DO0290  USGS QUAD   -  FOWLKES (1968)
 DO0290
 DO0290                         *CURRENT SURVEY CONTROL
 DO0290  ___________________________________________________________________
 DO0290* NAD 83(1986)-  33 58 27.     (N)    098 47 18.     (W)     SCALED    
 DO0290* NAVD 88     -       316.714  (meters)    1039.09   (feet)  POSTED    
 DO0290  ___________________________________________________________________
 DO0290  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DO0290  DYNAMIC HT  -         316.370 (meters)    1037.96  (feet)  COMP
 DO0290  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 DO0290
 DO0290  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DO0290
 DO0290.The horizontal coordinates were scaled from a topographic map and have
 DO0290.an estimated accuracy of +/- 6 seconds.
 DO0290
 DO0290.The orthometric height was determined by differential leveling
 DO0290.and adjusted by the National Geodetic Survey in 1992..
 DO0290.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DO0290.rate of 2.1 thru 3.0 mm/km.
 DO0290
 DO0290.The geoid height was determined by GEOID03.
 DO0290
 DO0290.The dynamic height is computed by dividing the NAVD 88
 DO0290.geopotential number by the normal gravity value computed on the
 DO0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0290.degrees latitude (g = 980.6199 gals.).
 DO0290
 DO0290.The modeled gravity was interpolated from observed gravity values.
 DO0290
 DO0290;                    North         East    Units  Estimated Accuracy
 DO0290;SPC TXNC     - 2,255,930.      573,350.      MT  (+/- 180 meters Scaled)
 DO0290
 DO0290                          SUPERSEDED SURVEY CONTROL
 DO0290
 DO0290  NGVD 29 (??/??/92)  316.634  (m)         1038.82   (f) ADJ UNCH    1 2
 DO0290
 DO0290.Superseded values are not recommended for survey control.
 DO0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0290.See file dsdata.txt to determine how the superseded data were derived.
 DO0290
 DO0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC195593(NAD 83)
 DO0290_MARKER: Z = SEE DESCRIPTION
 DO0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0290_SP_SET: MILEPOST
 DO0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0290
 DO0290  HISTORY     - Date     Condition        Report By
 DO0290  HISTORY     - UNK      MONUMENTED       BNRR
 DO0290  HISTORY     - 1957     GOOD             NGS
 DO0290  HISTORY     - 20010530 GOOD             USPSQD
 DO0290
 DO0290                          STATION DESCRIPTION
 DO0290
 DO0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0290'7.0 MI NW FROM IOWA PARK.
 DO0290'7.0 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0290'IOWA PARK, WICHITA COUNTY, AND ON THE TOP OF CONCRETE MILEPOST 132.
 DO0290'THE TOP OF THE MILEPOST.
 DO0290
 DO0290                          STATION RECOVERY (2001)
 DO0290
 DO0290'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0963 ***********************************************************************
 AH0963  DESIGNATION -  132
 AH0963  PID         -  AH0963
 AH0963  STATE/COUNTY-  TX/NUECES
 AH0963  USGS QUAD   -  BANQUETE (1979)
 AH0963
 AH0963                         *CURRENT SURVEY CONTROL
 AH0963  ___________________________________________________________________
 AH0963* NAD 83(1986)-  27 47 10.     (N)    097 52 30.     (W)     SCALED    
 AH0963* NAVD 88     -        33.311  (meters)     109.29   (feet)  ADJUSTED  
 AH0963  ___________________________________________________________________
 AH0963  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0963  DYNAMIC HT  -          33.260 (meters)     109.12  (feet)  COMP
 AH0963  MODELED GRAV-     979,108.6   (mgal)                       NAVD 88
 AH0963
 AH0963  VERT ORDER  -  FIRST     CLASS II
 AH0963
 AH0963.The horizontal coordinates were scaled from a topographic map and have
 AH0963.an estimated accuracy of +/- 6 seconds.
 AH0963
 AH0963.The orthometric height was determined by differential leveling
 AH0963.and adjusted by the National Geodetic Survey in June 1991..
 AH0963.WARNING-Repeat measurements at this control monument indicate possible
 AH0963.vertical movement.
 AH0963
 AH0963.The geoid height was determined by GEOID03.
 AH0963
 AH0963.The dynamic height is computed by dividing the NAVD 88
 AH0963.geopotential number by the normal gravity value computed on the
 AH0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0963.degrees latitude (g = 980.6199 gals.).
 AH0963
 AH0963.The modeled gravity was interpolated from observed gravity values.
 AH0963
 AH0963;                    North         East    Units  Estimated Accuracy
 AH0963;SPC TX S     - 5,234,980.      361,600.      MT  (+/- 180 meters Scaled)
 AH0963
 AH0963                          SUPERSEDED SURVEY CONTROL
 AH0963
 AH0963  NGVD 29 (??/??/92)   33.424  (m)          109.66   (f) ADJ UNCH    1 2
 AH0963
 AH0963.Superseded values are not recommended for survey control.
 AH0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0963.See file dsdata.txt to determine how the superseded data were derived.
 AH0963
 AH0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR108740(NAD 83)
 AH0963_MARKER: Z = SEE DESCRIPTION
 AH0963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0963_SP_SET: RAIL
 AH0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0963
 AH0963  HISTORY     - Date     Condition        Report By
 AH0963  HISTORY     - UNK      MONUMENTED       LOCENG
 AH0963  HISTORY     - 1951     GOOD             NGS
 AH0963  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0963  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AH0963
 AH0963                          STATION DESCRIPTION
 AH0963
 AH0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0963'2.1 MI E FROM AGUA DULCE.
 AH0963'2.1 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0963'AGUA DULCE, 42.7 FEET NORTH OF THE NORTH RAIL, 2.8 FEET NORTH OF
 AH0963'MILEPOST 132, 2.2 FEET EAST OF A WITNESS POST, THE TOP OF A VERTICAL
 AH0963'SECTION OF RAIL WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AH0963
 AH0963                          STATION RECOVERY (2001)
 AH0963
 AH0963'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 AH0963'MARK NOT FOUND.
 AH0963
 AH0963                          STATION RECOVERY (2004)
 AH0963
 AH0963'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0151 ***********************************************************************
 CU0151  DESIGNATION -  132 DHW USGS
 CU0151  PID         -  CU0151
 CU0151  STATE/COUNTY-  TX/TAYLOR
 CU0151  USGS QUAD   -  MERKEL WEST (1984)
 CU0151
 CU0151                         *CURRENT SURVEY CONTROL
 CU0151  ___________________________________________________________________
 CU0151* NAD 83(1986)-  32 28 57.     (N)    100 05 36.     (W)     SCALED    
 CU0151* NAVD 88     -       576.800  (meters)    1892.38   (feet)  ADJUSTED  
 CU0151  ___________________________________________________________________
 CU0151  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CU0151  DYNAMIC HT  -         576.048 (meters)    1889.92  (feet)  COMP
 CU0151  MODELED GRAV-     979,316.4   (mgal)                       NAVD 88
 CU0151
 CU0151  VERT ORDER  -  FIRST     CLASS II
 CU0151
 CU0151.The horizontal coordinates were scaled from a topographic map and have
 CU0151.an estimated accuracy of +/- 6 seconds.
 CU0151
 CU0151.The orthometric height was determined by differential leveling
 CU0151.and adjusted by the National Geodetic Survey in June 1991..
 CU0151
 CU0151.The geoid height was determined by GEOID03.
 CU0151
 CU0151.The dynamic height is computed by dividing the NAVD 88
 CU0151.geopotential number by the normal gravity value computed on the
 CU0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0151.degrees latitude (g = 980.6199 gals.).
 CU0151
 CU0151.The modeled gravity was interpolated from observed gravity values.
 CU0151
 CU0151;                    North         East    Units  Estimated Accuracy
 CU0151;SPC TXNC     - 2,091,600.      450,250.      MT  (+/- 180 meters Scaled)
 CU0151
 CU0151                          SUPERSEDED SURVEY CONTROL
 CU0151
 CU0151  NGVD 29 (??/??/92)  576.622  (m)         1891.80   (f) ADJ UNCH    1 2
 CU0151
 CU0151.Superseded values are not recommended for survey control.
 CU0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0151.See file dsdata.txt to determine how the superseded data were derived.
 CU0151
 CU0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA972944(NAD 83)
 CU0151_MARKER: DD = SURVEY DISK
 CU0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0151_STAMPING: 132 D H W 1892 1955
 CU0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0151+STABILITY: SURFACE MOTION
 CU0151
 CU0151  HISTORY     - Date     Condition        Report By
 CU0151  HISTORY     - 1955     MONUMENTED       USGS
 CU0151  HISTORY     - 1956     GOOD             NGS
 CU0151  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0151  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0151  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0151
 CU0151                          STATION DESCRIPTION
 CU0151
 CU0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0151'1.7 MI E FROM TRENT.
 CU0151'1.7 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0151'AT TRENT, 51 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 27.4
 CU0151'FEET NORTH OF THE NORTH RAIL, 61 FEET EAST OF THE CENTER LINE OF A
 CU0151'PRIVATE ROAD LEADING SOUTH, 4.1 FEET WEST OF A TELEPHONE POLE, 1.6
 CU0151'FEET EAST OF A WITNESS POST, 9 POLES EAST OF MILEPOST 428, SET IN THE
 CU0151'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CU0151
 CU0151                          STATION RECOVERY (1982)
 CU0151
 CU0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0151'THE POST WAS FOUND WITH THE TOP BROKEN OFF BUT THE DISK WAS NOT
 CU0151'RECLAIMED.
 CU0151
 CU0151                          STATION RECOVERY (1994)
 CU0151
 CU0151'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0151'MARK NOT FOUND.
 CU0151
 CU0151                          STATION RECOVERY (2001)
 CU0151
 CU0151'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0289 ***********************************************************************
 DO0289  DESIGNATION -  132.49
 DO0289  PID         -  DO0289
 DO0289  STATE/COUNTY-  TX/WICHITA
 DO0289  USGS QUAD   -  FOWLKES (1968)
 DO0289
 DO0289                         *CURRENT SURVEY CONTROL
 DO0289  ___________________________________________________________________
 DO0289* NAD 83(1986)-  33 58 38.     (N)    098 47 43.     (W)     SCALED    
 DO0289* NAVD 88     -       317.269  (meters)    1040.91   (feet)  POSTED    
 DO0289  ___________________________________________________________________
 DO0289  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DO0289  DYNAMIC HT  -         316.920 (meters)    1039.76  (feet)  COMP
 DO0289  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 DO0289
 DO0289  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DO0289
 DO0289.The horizontal coordinates were scaled from a topographic map and have
 DO0289.an estimated accuracy of +/- 6 seconds.
 DO0289
 DO0289.The orthometric height was determined by differential leveling
 DO0289.and adjusted by the National Geodetic Survey in 1992..
 DO0289.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DO0289.rate of 2.1 thru 3.0 mm/km.
 DO0289
 DO0289.The geoid height was determined by GEOID03.
 DO0289
 DO0289.The dynamic height is computed by dividing the NAVD 88
 DO0289.geopotential number by the normal gravity value computed on the
 DO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0289.degrees latitude (g = 980.6199 gals.).
 DO0289
 DO0289.The modeled gravity was interpolated from observed gravity values.
 DO0289
 DO0289;                    North         East    Units  Estimated Accuracy
 DO0289;SPC TXNC     - 2,256,270.      572,710.      MT  (+/- 180 meters Scaled)
 DO0289
 DO0289                          SUPERSEDED SURVEY CONTROL
 DO0289
 DO0289  NGVD 29 (??/??/92)  317.191  (m)         1040.65   (f) ADJ UNCH    1 2
 DO0289
 DO0289.Superseded values are not recommended for survey control.
 DO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0289.See file dsdata.txt to determine how the superseded data were derived.
 DO0289
 DO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC189596(NAD 83)
 DO0289_MARKER: Q = CHISELED SQUARE
 DO0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0289_SP_SET: BRIDGE
 DO0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0289
 DO0289  HISTORY     - Date     Condition        Report By
 DO0289  HISTORY     - UNK      MONUMENTED       BNRR
 DO0289  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0289  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO0289
 DO0289                          STATION DESCRIPTION
 DO0289
 DO0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0289'7.9 MI SE FROM ELECTRA.
 DO0289'7.9 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0289'ELECTRA, WICHITA COUNTY, AT BRIDGE 132.49, AND ON THE NORTHWEST CORNER
 DO0289'OF THE WEST BACK WALL.  A CHISELED SQUARE.  NOTE-- THE CHISELED SQUARE
 DO0289'COULD NOT BE IDENTIFIED.
 DO0289
 DO0289                          STATION RECOVERY (2001)
 DO0289
 DO0289'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0349 ***********************************************************************
 BL0349  DESIGNATION -  133
 BL0349  PID         -  BL0349
 BL0349  STATE/COUNTY-  TX/HARDIN
 BL0349  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0349
 BL0349                         *CURRENT SURVEY CONTROL
 BL0349  ___________________________________________________________________
 BL0349* NAD 83(1986)-  30 24 12.     (N)    094 29 03.     (W)     SCALED    
 BL0349* NAVD 88     -        32.28   (+/-2cm)     105.9    (feet)  VERTCON   
 BL0349  ___________________________________________________________________
 BL0349  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL0349
 BL0349  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0349
 BL0349.The horizontal coordinates were scaled from a topographic map and have
 BL0349.an estimated accuracy of +/- 6 seconds.
 BL0349
 BL0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0349.The vertical order pertains to the NGVD 29 superseded value.
 BL0349
 BL0349.The geoid height was determined by GEOID03.
 BL0349
 BL0349;                    North         East    Units  Estimated Accuracy
 BL0349;SPC TX C     - 3,096,440.    1,261,770.      MT  (+/- 180 meters Scaled)
 BL0349
 BL0349                          SUPERSEDED SURVEY CONTROL
 BL0349
 BL0349  NGVD 29 (??/??/92)   32.287  (m)          105.93   (f) ADJ UNCH    2 0
 BL0349
 BL0349.Superseded values are not recommended for survey control.
 BL0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0349.See file dsdata.txt to determine how the superseded data were derived.
 BL0349
 BL0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP574644(NAD 83)
 BL0349_MARKER: Z = SEE DESCRIPTION
 BL0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0349_SP_SET: SECTION RAIL
 BL0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0349
 BL0349  HISTORY     - Date     Condition        Report By
 BL0349  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0349  HISTORY     - 1935     GOOD             NGS
 BL0349  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0349
 BL0349                          STATION DESCRIPTION
 BL0349
 BL0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0349'2.4 MI W FROM HONEY ISLAND.
 BL0349'2.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0349'STATION AT HONEY ISLAND, HARDIN COUNTY, OPPOSITE MILEPOST 133, AND 8
 BL0349'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A
 BL0349'SECTION OF RAIL SET VERTICALLY.
 BL0349
 BL0349                          STATION RECOVERY (1998)
 BL0349
 BL0349'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0287 ***********************************************************************
 DO0287  DESIGNATION -  133
 DO0287  PID         -  DO0287
 DO0287  STATE/COUNTY-  TX/WICHITA
 DO0287  USGS QUAD   -  FOWLKES (1968)
 DO0287
 DO0287                         *CURRENT SURVEY CONTROL
 DO0287  ___________________________________________________________________
 DO0287* NAD 83(1986)-  33 58 50.     (N)    098 48 13.     (W)     SCALED    
 DO0287* NAVD 88     -       319.762  (meters)    1049.09   (feet)  POSTED    
 DO0287  ___________________________________________________________________
 DO0287  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DO0287  DYNAMIC HT  -         319.410 (meters)    1047.93  (feet)  COMP
 DO0287  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 DO0287
 DO0287  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DO0287
 DO0287.The horizontal coordinates were scaled from a topographic map and have
 DO0287.an estimated accuracy of +/- 6 seconds.
 DO0287
 DO0287.The orthometric height was determined by differential leveling
 DO0287.and adjusted by the National Geodetic Survey in 1992..
 DO0287.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DO0287.rate of 2.1 thru 3.0 mm/km.
 DO0287
 DO0287.The geoid height was determined by GEOID03.
 DO0287
 DO0287.The dynamic height is computed by dividing the NAVD 88
 DO0287.geopotential number by the normal gravity value computed on the
 DO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0287.degrees latitude (g = 980.6199 gals.).
 DO0287
 DO0287.The modeled gravity was interpolated from observed gravity values.
 DO0287
 DO0287;                    North         East    Units  Estimated Accuracy
 DO0287;SPC TXNC     - 2,256,640.      571,940.      MT  (+/- 180 meters Scaled)
 DO0287
 DO0287                          SUPERSEDED SURVEY CONTROL
 DO0287
 DO0287  NGVD 29 (??/??/92)  319.685  (m)         1048.83   (f) ADJ UNCH    1 2
 DO0287
 DO0287.Superseded values are not recommended for survey control.
 DO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0287.See file dsdata.txt to determine how the superseded data were derived.
 DO0287
 DO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC181600(NAD 83)
 DO0287_MARKER: Q = CHISELED SQUARE
 DO0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0287_SP_SET: PARAPET WALL
 DO0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0287
 DO0287  HISTORY     - Date     Condition        Report By
 DO0287  HISTORY     - UNK      MONUMENTED       BNRR
 DO0287  HISTORY     - 1957     GOOD             NGS
 DO0287  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO0287
 DO0287                          STATION DESCRIPTION
 DO0287
 DO0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0287'7.4 MI SE FROM ELECTRA.
 DO0287'7.4 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0287'ELECTRA, WICHITA COUNTY, AT BRIDGE 132.81, AND ON THE SOUTHWEST CORNER
 DO0287'OF THE SOUTH PARAPET WALL.  A CHISELED SQUARE.
 DO0287
 DO0287                          STATION RECOVERY (2001)
 DO0287
 DO0287'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0153 ***********************************************************************
 CU0153  DESIGNATION -  133 DHW USGS
 CU0153  PID         -  CU0153
 CU0153  STATE/COUNTY-  TX/TAYLOR
 CU0153  USGS QUAD   -  MERKEL WEST (1984)
 CU0153
 CU0153                         *CURRENT SURVEY CONTROL
 CU0153  ___________________________________________________________________
 CU0153* NAD 83(1986)-  32 29 15.     (N)    100 07 17.     (W)     SCALED    
 CU0153* NAVD 88     -       584.042  (meters)    1916.14   (feet)  ADJUSTED  
 CU0153  ___________________________________________________________________
 CU0153  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CU0153  DYNAMIC HT  -         583.279 (meters)    1913.64  (feet)  COMP
 CU0153  MODELED GRAV-     979,314.5   (mgal)                       NAVD 88
 CU0153
 CU0153  VERT ORDER  -  FIRST     CLASS II
 CU0153
 CU0153.The horizontal coordinates were scaled from a topographic map and have
 CU0153.an estimated accuracy of +/- 6 seconds.
 CU0153
 CU0153.The orthometric height was determined by differential leveling
 CU0153.and adjusted by the National Geodetic Survey in June 1991..
 CU0153
 CU0153.The geoid height was determined by GEOID03.
 CU0153
 CU0153.The dynamic height is computed by dividing the NAVD 88
 CU0153.geopotential number by the normal gravity value computed on the
 CU0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0153.degrees latitude (g = 980.6199 gals.).
 CU0153
 CU0153.The modeled gravity was interpolated from observed gravity values.
 CU0153
 CU0153;                    North         East    Units  Estimated Accuracy
 CU0153;SPC TXNC     - 2,092,200.      447,620.      MT  (+/- 180 meters Scaled)
 CU0153
 CU0153                          SUPERSEDED SURVEY CONTROL
 CU0153
 CU0153.No superseded survey control is available for this station.
 CU0153
 CU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA946950(NAD 83)
 CU0153_MARKER: DD = SURVEY DISK
 CU0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0153_SP_SET: CULVERT
 CU0153_STAMPING: 133 D H W 1916 1955
 CU0153_MARK LOGO: USGS  
 CU0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0153
 CU0153  HISTORY     - Date     Condition        Report By
 CU0153  HISTORY     - 1955     MONUMENTED       USGS
 CU0153  HISTORY     - 1956     GOOD             NGS
 CU0153  HISTORY     - 1982     GOOD             NGS
 CU0153  HISTORY     - 19940804 GOOD             USPSQD
 CU0153  HISTORY     - 20011013 GOOD             USPSQD
 CU0153
 CU0153                          STATION DESCRIPTION
 CU0153
 CU0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0153'IN TRENT.
 CU0153'AT TRENT, 19.3 FEET WEST OF THE NORTHWEST CORNER OF THE TEXAS AND
 CU0153'PACIFIC RAILROAD STATION, 30 FEET SOUTH OF THE CENTER LINE OF U.S.
 CU0153'HIGHWAY 80, 41 FEET EAST OF THE CENTER LINE OF FARM ROAD 1085, 52.2
 CU0153'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE
 CU0153'SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER THE FARM
 CU0153'ROAD.
 CU0153
 CU0153                          STATION RECOVERY (1982)
 CU0153
 CU0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0153'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0153'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0153'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0153'20.8 KM (12.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, THENCE 2.6 KM
 CU0153'(1.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD, AT THE
 CU0153'JUNCTION OF THE RAILROAD AND FARM ROAD 1085 IN TRENT, IN TOP OF AND
 CU0153'0.4 METER (1.3 FT) NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A
 CU0153'CONCRETE BOX CULVERT UNDER THE FARM ROAD, 12.6 METERS (41.3 FT) EAST
 CU0153'OF THE CENTERLINE OF THE ROAD AND 11.4 METERS (37.4 FT) NORTH OF THE
 CU0153'NEAR RAIL.
 CU0153'THE MARK IS 0.3 M ABOVE THE ROAD.
 CU0153
 CU0153                          STATION RECOVERY (1994)
 CU0153
 CU0153'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0153'RECOVERED IN GOOD CONDITION.
 CU0153
 CU0153                          STATION RECOVERY (2001)
 CU0153
 CU0153'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0495 ***********************************************************************
 AH0495  DESIGNATION -  1330
 AH0495  PID         -  AH0495
 AH0495  STATE/COUNTY-  TX/KENEDY
 AH0495  USGS QUAD   -  RIVIERA (1979)
 AH0495
 AH0495                         *CURRENT SURVEY CONTROL
 AH0495  ___________________________________________________________________
 AH0495* NAD 83(1986)-  27 15 27.     (N)    097 48 24.     (W)     SCALED    
 AH0495* NAVD 88     -        10.368  (meters)      34.02   (feet)  ADJUSTED  
 AH0495  ___________________________________________________________________
 AH0495  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AH0495  DYNAMIC HT  -          10.352 (meters)      33.96  (feet)  COMP
 AH0495  MODELED GRAV-     979,092.1   (mgal)                       NAVD 88
 AH0495
 AH0495  VERT ORDER  -  FIRST     CLASS II
 AH0495
 AH0495.The horizontal coordinates were scaled from a topographic map and have
 AH0495.an estimated accuracy of +/- 6 seconds.
 AH0495
 AH0495.The orthometric height was determined by differential leveling
 AH0495.and adjusted by the National Geodetic Survey in June 1991..
 AH0495
 AH0495.The geoid height was determined by GEOID03.
 AH0495
 AH0495.The dynamic height is computed by dividing the NAVD 88
 AH0495.geopotential number by the normal gravity value computed on the
 AH0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0495.degrees latitude (g = 980.6199 gals.).
 AH0495
 AH0495.The modeled gravity was interpolated from observed gravity values.
 AH0495
 AH0495;                    North         East    Units  Estimated Accuracy
 AH0495;SPC TX S     - 5,176,440.      368,650.      MT  (+/- 180 meters Scaled)
 AH0495
 AH0495                          SUPERSEDED SURVEY CONTROL
 AH0495
 AH0495  NGVD 29 (??/??/92)   10.466  (m)           34.34   (f) ADJ UNCH    1 2
 AH0495
 AH0495.Superseded values are not recommended for survey control.
 AH0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0495.See file dsdata.txt to determine how the superseded data were derived.
 AH0495
 AH0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR181155(NAD 83)
 AH0495_MARKER: DB = BENCH MARK DISK
 AH0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0495_STAMPING: 1330
 AH0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0495+STABILITY: SURFACE MOTION
 AH0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0495+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0495
 AH0495  HISTORY     - Date     Condition        Report By
 AH0495  HISTORY     - UNK      MONUMENTED       CGS
 AH0495  HISTORY     - 1951     GOOD             NGS
 AH0495  HISTORY     - 20040204 GOOD             USPSQD
 AH0495
 AH0495                          STATION DESCRIPTION
 AH0495
 AH0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0495'2.9 MI N FROM SARITA.
 AH0495'2.9 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0495'FROM THE STATION AT SARITA, 10 POLES NORTH OF MILEPOST 100, 30 FEET
 AH0495'WEST OF THE WEST RAIL, 24 FEET SOUTH OF MILEPOST 100-10, 12 FEET EAST
 AH0495'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 AH0495'ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0495
 AH0495                          STATION RECOVERY (2004)
 AH0495
 AH0495'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0556 ***********************************************************************
 BL0556  DESIGNATION -  1336
 BL0556  PID         -  BL0556
 BL0556  STATE/COUNTY-  TX/POLK
 BL0556  USGS QUAD   -  GOODRICH (1984)
 BL0556
 BL0556                         *CURRENT SURVEY CONTROL
 BL0556  ___________________________________________________________________
 BL0556* NAD 83(1993)-  30 34 14.56823(N)    094 56 52.88949(W)     ADJUSTED  
 BL0556* NAVD 88     -        27.94   (+/-2cm)      91.7    (feet)  VERTCON   
 BL0556  ___________________________________________________________________
 BL0556  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BL0556  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0556
 BL0556  HORZ ORDER  -  FIRST
 BL0556  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0556
 BL0556.The horizontal coordinates were established by classical geodetic methods
 BL0556.and adjusted by the National Geodetic Survey in February 1996..
 BL0556
 BL0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0556.The vertical order pertains to the NGVD 29 superseded value.
 BL0556
 BL0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0556
 BL0556.The geoid height was determined by GEOID03.
 BL0556
 BL0556;                    North         East     Units Scale Factor Converg.
 BL0556;SPC TX C     - 3,112,719.824 1,216,361.131   MT  0.99990981   +2 46 25.5
 BL0556;SPC TX C     -10,212,314.96  3,990,678.14   sFT  0.99990981   +2 46 25.5
 BL0556;UTM  15      - 3,383,643.389   313,184.369   MT  1.00003055   -0 59 27.8
 BL0556
 BL0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0556!SPC TX C     -   0.99999993  x   0.99990981  =   0.99990974
 BL0556!UTM  15      -   0.99999993  x   1.00003055  =   1.00003048
 BL0556
 BL0556:                Primary Azimuth Mark                     Grid Az
 BL0556:SPC TX C     -  1336 AZ MK                               001 05 09.9
 BL0556:UTM  15      -  1336 AZ MK                               004 51 03.2
 BL0556
 BL0556|---------------------------------------------------------------------|
 BL0556| PID    Reference Object                     Distance      Geod. Az  |
 BL0556|                                                           dddmmss.s |
 BL0556| CV8983 1336 AZ MK                                         0035135.4 |
 BL0556| BL2147 GOODRICH UNITED GAS CO TANK         APPROX. 4.2 KM 0130621.2 |
 BL0556| CV8984 1336 RM 1                            93.988 METERS 08021     |
 BL0556| CV8985 1336 RM 2                           117.626 METERS 35542     |
 BL0556|---------------------------------------------------------------------|
 BL0556
 BL0556                          SUPERSEDED SURVEY CONTROL
 BL0556
 BL0556  NAD 83(1986)-  30 34 14.58063(N)    094 56 52.87628(W) AD(       ) 1
 BL0556  NAD 27      -  30 34 13.85300(N)    094 56 52.11500(W) AD(       ) 1
 BL0556  NGVD 29 (??/??/92)   27.954  (m)           91.71   (f) ADJ UNCH    2 0
 BL0556
 BL0556.Superseded values are not recommended for survey control.
 BL0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0556.See file dsdata.txt to determine how the superseded data were derived.
 BL0556
 BL0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1318483643(NAD 83)
 BL0556_MARKER: DD = SURVEY DISK
 BL0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0556_STAMPING: 92.026 B M 1336
 BL0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0556+STABILITY: SURFACE MOTION
 BL0556
 BL0556  HISTORY     - Date     Condition        Report By
 BL0556  HISTORY     - 1935     MONUMENTED       USE
 BL0556  HISTORY     - 1957     GOOD             NGS
 BL0556  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0556
 BL0556                          STATION DESCRIPTION
 BL0556
 BL0556'DESCRIBED BY US ENGINEERS 1935 (CAS)
 BL0556'THIS STATION IS ABOUT 10 MILES S OF LIVINGSTON, AND 1 MILE
 BL0556'NE OF URBANA, ON LAND OWNED BY C.H. JONES OF LIVINGSTON.  THE
 BL0556'STATION IS 160 FEET SW OF FIRST TRANSMISSION POLE NO. 344
 BL0556'S OF ROAD, 131 FEET NNW OF TRANSMISSION POLE NO. 343.  77
 BL0556'FEET NNE OF 8-INCH TWIN PECAN TREE.  153 FEET E OF CULTIVATED
 BL0556'FIELD EDGE.  135 FEET N OF TRINITY RIVER BANK.  90 YARDS
 BL0556'S OF DIRT ROAD.  0.10 MILE E OF RIVER BRIDGE.  IS IN
 BL0556'SOUTHWESTERN PART OF A CULTIVATED FIELD.  THE MARK PROJECTS 4
 BL0556'INCHES.
 BL0556'
 BL0556'THE MARK IS 12 INCHES SQUARE WITH STANDARD U.S.E.D. DISK.  NO
 BL0556'UNDERGROUND MARK WAS SET.
 BL0556'
 BL0556'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 BL0556'IN CONCRETE.
 BL0556'
 BL0556'REFERENCE MARK NO. 1 IS 308.36 FEET NE OF STATION.  95 FEET
 BL0556'S OF CENTER LINE OF ROAD.  73 FEET N OF 18-INCH HICKORY NUT
 BL0556'TREE.  5 FEET W OF SMALL CREEK.  ON E SIDE OF CULTIVATED
 BL0556'FIELD.  THE MARK PROJECTS 2 INCHES.
 BL0556'
 BL0556'REFERENCE MARK NO. 2 IS 385.91 FEET NNW OF STATION.  3 FEET
 BL0556'E OF 6-INCH TREE.  15 FEET S OF CENTER LINE OF ROAD.  10 FEET
 BL0556'SSE OF SMALL WOODEN BRIDGE.  IN NW CORNER OF CULTIVATED FIELD.
 BL0556'10 FEET SSE OF SMALL WOODEN BRIDGE.  IN NW CORNER OF CULTIVATED
 BL0556'FIELD.  THE MARK PROJECTS 4 INCHES.
 BL0556'
 BL0556'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 470.78 FEET.
 BL0556'
 BL0556'THE AZIMUTH MARK IS 1 FOOT E OF RAILROAD RIGHT-OF-WAY FENCE
 BL0556'LINE.  4 FEET NE OF TELEGRAPH POLE NO. HL29.  30 FEET E OF E
 BL0556'RAIL.  75 FEET NNE OF SMALL RAILROAD BRIDGE.  75 FEET W OF
 BL0556'CENTER LINE OF STATE HIGHWAY 35.  0.2 MILE N OF TRINITY RIVER
 BL0556'BRIDGE.  THE MARK PROJECTS 1 INCH.
 BL0556'
 BL0556'TO REACH THE STATION FROM LIVINGSTON, GO S ON HIGHWAY 35
 BL0556'10.5 MILES TO DIRT ROAD E, 150 FEET N OF TRINITY RIVER BRIDGE,
 BL0556'TURN LEFT HERE AND GO 0.10 MILE, THENCE S 90 YARDS TO STATION.
 BL0556'
 BL0556'LIGHTS 100 FEET ABOVE STATIONS SHEPHERD AND TIGERVILLE COME
 BL0556'INTO VIEW 77 FEET ABOVE THIS STATION AND LIGHTS 87 FEET ABOVE
 BL0556'STATION CAMILLA COME INTO VIEW 90 FEET ABOVE THIS STATION.
 BL0556
 BL0556                          STATION RECOVERY (1957)
 BL0556
 BL0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BL0556'5.7 MI N FROM SHEPHERD.
 BL0556'IN POLK COUNTY, 5.7 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS
 BL0556'RAILROAD FROM SHEPHERD, SAN JACINTO COUNTY, ABOUT 670 FEET SOUTHEAST
 BL0556'OF THE NORTH END OF THE HIGHWAY BRIDGE OVER TRINITY RIVER, AND IN THE
 BL0556'CENTER OF A CULTIVATED FIELD.  A CORPS OF ENGINEERS, U.S. ARMY,
 BL0556'STANDARD DISK, STAMPED 92.026 B M 1336 AND SET IN THE TOP OF A
 BL0556'CONCRETE POST.
 BL0556
 BL0556                          STATION RECOVERY (1997)
 BL0556
 BL0556'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0664 ***********************************************************************
 AH0664  DESIGNATION -  1336
 AH0664  PID         -  AH0664
 AH0664  STATE/COUNTY-  TX/KLEBERG
 AH0664  USGS QUAD   -  RIVIERA (1979)
 AH0664
 AH0664                         *CURRENT SURVEY CONTROL
 AH0664  ___________________________________________________________________
 AH0664* NAD 83(1986)-  27 16 16.     (N)    097 50 11.     (W)     SCALED    
 AH0664* NAVD 88     -        12.140  (meters)      39.83   (feet)  ADJUSTED  
 AH0664  ___________________________________________________________________
 AH0664  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AH0664  DYNAMIC HT  -          12.121 (meters)      39.77  (feet)  COMP
 AH0664  MODELED GRAV-     979,090.8   (mgal)                       NAVD 88
 AH0664
 AH0664  VERT ORDER  -  SECOND    CLASS 0
 AH0664
 AH0664.The horizontal coordinates were scaled from a topographic map and have
 AH0664.an estimated accuracy of +/- 6 seconds.
 AH0664
 AH0664.The orthometric height was determined by differential leveling
 AH0664.and adjusted by the National Geodetic Survey in June 1991..
 AH0664
 AH0664.The geoid height was determined by GEOID03.
 AH0664
 AH0664.The dynamic height is computed by dividing the NAVD 88
 AH0664.geopotential number by the normal gravity value computed on the
 AH0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0664.degrees latitude (g = 980.6199 gals.).
 AH0664
 AH0664.The modeled gravity was interpolated from observed gravity values.
 AH0664
 AH0664;                    North         East    Units  Estimated Accuracy
 AH0664;SPC TX S     - 5,177,930.      365,700.      MT  (+/- 180 meters Scaled)
 AH0664
 AH0664                          SUPERSEDED SURVEY CONTROL
 AH0664
 AH0664  NGVD 29 (??/??/92)   12.273  (m)           40.27   (f) ADJ UNCH    2 0
 AH0664
 AH0664.Superseded values are not recommended for survey control.
 AH0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0664.See file dsdata.txt to determine how the superseded data were derived.
 AH0664
 AH0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR151170(NAD 83)
 AH0664_MARKER: DB = BENCH MARK DISK
 AH0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0664_STAMPING: 1336
 AH0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0664+STABILITY: SURFACE MOTION
 AH0664
 AH0664  HISTORY     - Date     Condition        Report By
 AH0664  HISTORY     - UNK      MONUMENTED       CGS
 AH0664  HISTORY     - 1951     GOOD             NGS
 AH0664
 AH0664                          STATION DESCRIPTION
 AH0664
 AH0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0664'2.8 MI SW FROM RIVIERA.
 AH0664'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AH0664'RIVIERA, KLEBERG COUNTY, ABOUT 0.2 MILE WEST OF A CURVE, ABOUT 65 FEET
 AH0664'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 20 FEET NORTH OF THE
 AH0664'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1336 AND SET IN THE TOP
 AH0664'OF A CONCRETE POST.  NOTE-- IT IS BELIEVED TO HAVE BEEN COVERED BY
 AH0664'DRIFTING SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0557 ***********************************************************************
 BL0557  DESIGNATION -  1337
 BL0557  PID         -  BL0557
 BL0557  STATE/COUNTY-  TX/POLK
 BL0557  USGS QUAD   -  GOODRICH (1984)
 BL0557
 BL0557                         *CURRENT SURVEY CONTROL
 BL0557  ___________________________________________________________________
 BL0557* NAD 83(1986)-  30 34 08.     (N)    094 56 41.     (W)     SCALED    
 BL0557* NAVD 88     -        28.12   (+/-2cm)      92.3    (feet)  VERTCON   
 BL0557  ___________________________________________________________________
 BL0557  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0557
 BL0557  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0557
 BL0557.The horizontal coordinates were scaled from a topographic map and have
 BL0557.an estimated accuracy of +/- 6 seconds.
 BL0557
 BL0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0557.The vertical order pertains to the NGVD 29 superseded value.
 BL0557
 BL0557.The geoid height was determined by GEOID03.
 BL0557
 BL0557;                    North         East    Units  Estimated Accuracy
 BL0557;SPC TX C     - 3,112,530.    1,216,690.      MT  (+/- 180 meters Scaled)
 BL0557
 BL0557                          SUPERSEDED SURVEY CONTROL
 BL0557
 BL0557  NGVD 29 (??/??/92)   28.135  (m)           92.31   (f) ADJ UNCH    2 0
 BL0557
 BL0557.Superseded values are not recommended for survey control.
 BL0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0557.See file dsdata.txt to determine how the superseded data were derived.
 BL0557
 BL0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP134834(NAD 83)
 BL0557_MARKER: DD = SURVEY DISK
 BL0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0557_STAMPING: 92.640 B M 1337
 BL0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0557+STABILITY: SURFACE MOTION
 BL0557
 BL0557  HISTORY     - Date     Condition        Report By
 BL0557  HISTORY     - UNK      MONUMENTED       DOD
 BL0557  HISTORY     - 1935     GOOD             NGS
 BL0557  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0557
 BL0557                          STATION DESCRIPTION
 BL0557
 BL0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0557'5.7 MI N FROM SHEPHERD.
 BL0557'IN POLK COUNTY, 5.7 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS
 BL0557'RAILROAD FROM SHEPHERD, SAN JACINTO COUNTY, 0.3 MILE SOUTHEAST OF THE
 BL0557'HIGHWAY BRIDGE OVER TRINITY RIVER, 475 FEET SOUTH OF THE FORK IN A
 BL0557'ROAD LEADING TO THE HOUSE OF MONIE WALKER, AND IN A CLEARED FIELD.  A
 BL0557'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK STAMPED 92.640 B M 1337
 BL0557'AND SET IN THE TOP OF A CONCRETE POST.
 BL0557
 BL0557                          STATION RECOVERY (1997)
 BL0557
 BL0557'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0667 ***********************************************************************
 AH0667  DESIGNATION -  1337
 AH0667  PID         -  AH0667
 AH0667  STATE/COUNTY-  TX/KLEBERG
 AH0667  USGS QUAD   -  RIVIERA (1979)
 AH0667
 AH0667                         *CURRENT SURVEY CONTROL
 AH0667  ___________________________________________________________________
 AH0667* NAD 83(1986)-  27 15 33.     (N)    097 51 24.     (W)     SCALED    
 AH0667* NAVD 88     -        16.824  (meters)      55.20   (feet)  ADJUSTED  
 AH0667  ___________________________________________________________________
 AH0667  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AH0667  DYNAMIC HT  -          16.798 (meters)      55.11  (feet)  COMP
 AH0667  MODELED GRAV-     979,088.9   (mgal)                       NAVD 88
 AH0667
 AH0667  VERT ORDER  -  FIRST     CLASS II
 AH0667
 AH0667.The horizontal coordinates were scaled from a topographic map and have
 AH0667.an estimated accuracy of +/- 6 seconds.
 AH0667
 AH0667.The orthometric height was determined by differential leveling
 AH0667.and adjusted by the National Geodetic Survey in June 1991..
 AH0667
 AH0667.The geoid height was determined by GEOID03.
 AH0667
 AH0667.The dynamic height is computed by dividing the NAVD 88
 AH0667.geopotential number by the normal gravity value computed on the
 AH0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0667.degrees latitude (g = 980.6199 gals.).
 AH0667
 AH0667.The modeled gravity was interpolated from observed gravity values.
 AH0667
 AH0667;                    North         East    Units  Estimated Accuracy
 AH0667;SPC TX S     - 5,176,600.      363,700.      MT  (+/- 180 meters Scaled)
 AH0667
 AH0667                          SUPERSEDED SURVEY CONTROL
 AH0667
 AH0667  NGVD 29 (??/??/92)   16.914  (m)           55.49   (f) ADJ UNCH    1 2
 AH0667
 AH0667.Superseded values are not recommended for survey control.
 AH0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0667.See file dsdata.txt to determine how the superseded data were derived.
 AH0667
 AH0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR131156(NAD 83)
 AH0667_MARKER: DB = BENCH MARK DISK
 AH0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0667_STAMPING: 1337
 AH0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0667+STABILITY: SURFACE MOTION
 AH0667
 AH0667  HISTORY     - Date     Condition        Report By
 AH0667  HISTORY     - UNK      MONUMENTED       CGS
 AH0667  HISTORY     - 1951     GOOD             NGS
 AH0667
 AH0667                          STATION DESCRIPTION
 AH0667
 AH0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0667'4.1 MI SW FROM RIVIERA.
 AH0667'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 285 FROM ITS JUNCTION WITH
 AH0667'U.S. HIGHWAY 77 AT RIVIERA, 0.2 MILE EAST OF A WINDMILL, 74 FEET SOUTH
 AH0667'OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTH OF A FENCE, SET IN
 AH0667'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0506 ***********************************************************************
 CA0506  DESIGNATION -  1337.2
 CA0506  PID         -  CA0506
 CA0506  STATE/COUNTY-  TX/BROWN
 CA0506  USGS QUAD   -  MERCURY (1987)
 CA0506
 CA0506                         *CURRENT SURVEY CONTROL
 CA0506  ___________________________________________________________________
 CA0506* NAD 83(1986)-  31 28 26.     (N)    099 09 43.     (W)     SCALED    
 CA0506* NAVD 88     -       407.72   (+/-2cm)    1337.7    (feet)  VERTCON   
 CA0506  ___________________________________________________________________
 CA0506  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 CA0506
 CA0506  VERT ORDER  -  ? (See Below)
 CA0506
 CA0506.The horizontal coordinates were scaled from a topographic map and have
 CA0506.an estimated accuracy of +/- 6 seconds.
 CA0506
 CA0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0506.The vertical order pertains to the NGVD 29 superseded value.
 CA0506
 CA0506.The geoid height was determined by GEOID03.
 CA0506
 CA0506;                    North         East    Units  Estimated Accuracy
 CA0506;SPC TX C     - 3,200,930.      811,300.      MT  (+/- 180 meters Scaled)
 CA0506
 CA0506                          SUPERSEDED SURVEY CONTROL
 CA0506
 CA0506  NGVD 29 (??/??/92)  407.598  (m)         1337.26   (f) ADJ UNCH    ?  
 CA0506
 CA0506.Superseded values are not recommended for survey control.
 CA0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0506.See file dsdata.txt to determine how the superseded data were derived.
 CA0506
 CA0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV846821(NAD 83)
 CA0506_MARKER: N = NAIL
 CA0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0506_SP_SET: BENCH
 CA0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0506
 CA0506  HISTORY     - Date     Condition        Report By
 CA0506  HISTORY     - UNK      MONUMENTED       USGS
 CA0506  HISTORY     - 1931     GOOD             NGS
 CA0506  HISTORY     - 1935     GOOD             NGS
 CA0506
 CA0506                          STATION DESCRIPTION
 CA0506
 CA0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0506'IN WINCHELL.
 CA0506'AT WINCHELL, BROWN COUNTY, 60 FEET WEST OF THE OLD FORT WORTH AND RIO
 CA0506'GRANDE RAILWAY STATION, ON THE EAST SIDE OF MAIN STREET, AND IN A
 CA0506'BENCH ON THE EAST SIDE OF A 14-INCH MESQUITE TREE PAINTED 1337.2.  A
 CA0506'U. S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 CA0506
 CA0506                          STATION RECOVERY (1935)
 CA0506
 CA0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0092 ***********************************************************************
 CA0092  DESIGNATION -  1338.1 USGS
 CA0092  PID         -  CA0092
 CA0092  STATE/COUNTY-  TX/LAMPASAS
 CA0092  USGS QUAD   -  OGLES (1959)
 CA0092
 CA0092                         *CURRENT SURVEY CONTROL
 CA0092  ___________________________________________________________________
 CA0092* NAD 83(1986)-  31 07 59.     (N)    098 15 18.     (W)     SCALED    
 CA0092* NAVD 88     -       408.022  (meters)    1338.65   (feet)  ADJUSTED  
 CA0092  ___________________________________________________________________
 CA0092  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CA0092  DYNAMIC HT  -         407.476 (meters)    1336.86  (feet)  COMP
 CA0092  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 CA0092
 CA0092  VERT ORDER  -  FIRST     CLASS II
 CA0092
 CA0092.The horizontal coordinates were scaled from a topographic map and have
 CA0092.an estimated accuracy of +/- 6 seconds.
 CA0092
 CA0092.The orthometric height was determined by differential leveling
 CA0092.and adjusted by the National Geodetic Survey in June 1991..
 CA0092
 CA0092.The geoid height was determined by GEOID03.
 CA0092
 CA0092.The dynamic height is computed by dividing the NAVD 88
 CA0092.geopotential number by the normal gravity value computed on the
 CA0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0092.degrees latitude (g = 980.6199 gals.).
 CA0092
 CA0092.The modeled gravity was interpolated from observed gravity values.
 CA0092
 CA0092;                    North         East    Units  Estimated Accuracy
 CA0092;SPC TX C     - 3,164,410.      898,180.      MT  (+/- 180 meters Scaled)
 CA0092
 CA0092                          SUPERSEDED SURVEY CONTROL
 CA0092
 CA0092  NGVD 29 (??/??/92)  407.922  (m)         1338.32   (f) ADJ UNCH    1 2
 CA0092
 CA0092.Superseded values are not recommended for survey control.
 CA0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0092.See file dsdata.txt to determine how the superseded data were derived.
 CA0092
 CA0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV710445(NAD 83)
 CA0092_MARKER: X = CHISELED CROSS
 CA0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0092_SP_SET: RAIL
 CA0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0092
 CA0092  HISTORY     - Date     Condition        Report By
 CA0092  HISTORY     - UNK      MONUMENTED       USGS
 CA0092  HISTORY     - 1932     GOOD             NGS
 CA0092  HISTORY     - 1934     GOOD             NGS
 CA0092  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0092
 CA0092                          STATION DESCRIPTION
 CA0092
 CA0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0092'2.54 MI SE FROM OGLES.
 CA0092'2.54 MILES SOUTHEAST OF THE STATION BOARD AT OGLES ON THE SANTA FE
 CA0092'R.R., TOP VERTICAL RAIL CHISELED CROSS, EAST OF THE TRACK, OPPOSITE
 CA0092'MILE POLE NO. 281, RAIL MARKED U.S.B.M., ELEVATION 1338.1 FEET.
 CA0092
 CA0092                          STATION RECOVERY (1934)
 CA0092
 CA0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0092'RECOVERED IN GOOD CONDITION.
 CA0092
 CA0092                          STATION RECOVERY (1983)
 CA0092
 CA0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0347 ***********************************************************************
 BL0347  DESIGNATION -  134
 BL0347  PID         -  BL0347
 BL0347  STATE/COUNTY-  TX/HARDIN
 BL0347  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0347
 BL0347                         *CURRENT SURVEY CONTROL
 BL0347  ___________________________________________________________________
 BL0347* NAD 83(1986)-  30 24 03.     (N)    094 28 04.     (W)     SCALED    
 BL0347* NAVD 88     -        32.77   (+/-2cm)     107.5    (feet)  VERTCON   
 BL0347  ___________________________________________________________________
 BL0347  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL0347
 BL0347  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0347
 BL0347.The horizontal coordinates were scaled from a topographic map and have
 BL0347.an estimated accuracy of +/- 6 seconds.
 BL0347
 BL0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0347.The vertical order pertains to the NGVD 29 superseded value.
 BL0347
 BL0347.The geoid height was determined by GEOID03.
 BL0347
 BL0347;                    North         East    Units  Estimated Accuracy
 BL0347;SPC TX C     - 3,096,240.    1,263,360.      MT  (+/- 180 meters Scaled)
 BL0347
 BL0347                          SUPERSEDED SURVEY CONTROL
 BL0347
 BL0347  NGVD 29 (??/??/92)   32.768  (m)          107.51   (f) ADJ UNCH    2 0
 BL0347
 BL0347.Superseded values are not recommended for survey control.
 BL0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0347.See file dsdata.txt to determine how the superseded data were derived.
 BL0347
 BL0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP590641(NAD 83)
 BL0347_MARKER: Z = SEE DESCRIPTION
 BL0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0347_SP_SET: SECTION RAIL
 BL0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0347
 BL0347  HISTORY     - Date     Condition        Report By
 BL0347  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0347  HISTORY     - 1935     GOOD             NGS
 BL0347  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0347
 BL0347                          STATION DESCRIPTION
 BL0347
 BL0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0347'1.5 MI W FROM HONEY ISLAND.
 BL0347'1.5 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0347'STATION AT HONEY ISLAND, HARDIN COUNTY, OPPOSITE MILEPOST 134, AND 8
 BL0347'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A
 BL0347'SECTION OF RAIL SET VERTICALLY.
 BL0347
 BL0347                          STATION RECOVERY (1998)
 BL0347
 BL0347'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0960 ***********************************************************************
 AH0960  DESIGNATION -  134
 AH0960  PID         -  AH0960
 AH0960  STATE/COUNTY-  TX/NUECES
 AH0960  USGS QUAD   -  BANQUETE (1979)
 AH0960
 AH0960                         *CURRENT SURVEY CONTROL
 AH0960  ___________________________________________________________________
 AH0960* NAD 83(1986)-  27 47 28.     (N)    097 50 33.     (W)     SCALED    
 AH0960* NAVD 88     -        28.145  (meters)      92.34   (feet)  ADJUSTED  
 AH0960  ___________________________________________________________________
 AH0960  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH0960  DYNAMIC HT  -          28.102 (meters)      92.20  (feet)  COMP
 AH0960  MODELED GRAV-     979,110.6   (mgal)                       NAVD 88
 AH0960
 AH0960  VERT ORDER  -  FIRST     CLASS II
 AH0960
 AH0960.The horizontal coordinates were scaled from a topographic map and have
 AH0960.an estimated accuracy of +/- 6 seconds.
 AH0960
 AH0960.The orthometric height was determined by differential leveling
 AH0960.and adjusted by the National Geodetic Survey in June 1991..
 AH0960.WARNING-Repeat measurements at this control monument indicate possible
 AH0960.vertical movement.
 AH0960
 AH0960.The geoid height was determined by GEOID03.
 AH0960
 AH0960.The dynamic height is computed by dividing the NAVD 88
 AH0960.geopotential number by the normal gravity value computed on the
 AH0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0960.degrees latitude (g = 980.6199 gals.).
 AH0960
 AH0960.The modeled gravity was interpolated from observed gravity values.
 AH0960
 AH0960;                    North         East    Units  Estimated Accuracy
 AH0960;SPC TX S     - 5,235,550.      364,800.      MT  (+/- 180 meters Scaled)
 AH0960
 AH0960                          SUPERSEDED SURVEY CONTROL
 AH0960
 AH0960  NGVD 29 (??/??/92)   28.266  (m)           92.74   (f) ADJ UNCH    1 2
 AH0960
 AH0960.Superseded values are not recommended for survey control.
 AH0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0960.See file dsdata.txt to determine how the superseded data were derived.
 AH0960
 AH0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR140746(NAD 83)
 AH0960_MARKER: Z = SEE DESCRIPTION
 AH0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0960_SP_SET: RAIL
 AH0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0960
 AH0960  HISTORY     - Date     Condition        Report By
 AH0960  HISTORY     - UNK      MONUMENTED       LOCENG
 AH0960  HISTORY     - 1951     POOR             NGS
 AH0960
 AH0960                          STATION DESCRIPTION
 AH0960
 AH0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0960'3.0 MI W FROM BANQUETE.
 AH0960'3.0 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0960'BANQUETE, 43 FEET NORTH OF THE NORTH RAIL, 3.4 FEET NORTH OF MILEPOST
 AH0960'134, THE TOP OF A VERTICAL SECTION OF RAIL WHICH PROJECTS 0.4 FOOT
 AH0960'ABOVE THE GROUND.  NOTE-- LOOSE IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0157 ***********************************************************************
 CU0157  DESIGNATION -  134 DHW USGS
 CU0157  PID         -  CU0157
 CU0157  STATE/COUNTY-  TX/TAYLOR
 CU0157  USGS QUAD   -  CHALK PEAK (1984)
 CU0157
 CU0157                         *CURRENT SURVEY CONTROL
 CU0157  ___________________________________________________________________
 CU0157* NAD 83(1986)-  32 29 40.     (N)    100 08 56.     (W)     SCALED    
 CU0157* NAVD 88     -       602.458  (meters)    1976.56   (feet)  POSTED    
 CU0157  ___________________________________________________________________
 CU0157  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CU0157  DYNAMIC HT  -         601.670 (meters)    1973.98  (feet)  COMP
 CU0157  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 CU0157
 CU0157  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0157
 CU0157.The horizontal coordinates were scaled from a topographic map and have
 CU0157.an estimated accuracy of +/- 6 seconds.
 CU0157
 CU0157.The orthometric height was determined by differential leveling
 CU0157.and adjusted by the National Geodetic Survey in 1992..
 CU0157.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0157.rate of 0.0 thru 1.0 mm/km.
 CU0157
 CU0157.The geoid height was determined by GEOID03.
 CU0157
 CU0157.The dynamic height is computed by dividing the NAVD 88
 CU0157.geopotential number by the normal gravity value computed on the
 CU0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0157.degrees latitude (g = 980.6199 gals.).
 CU0157
 CU0157.The modeled gravity was interpolated from observed gravity values.
 CU0157
 CU0157;                    North         East    Units  Estimated Accuracy
 CU0157;SPC TXNC     - 2,093,010.      445,050.      MT  (+/- 180 meters Scaled)
 CU0157
 CU0157                          SUPERSEDED SURVEY CONTROL
 CU0157
 CU0157  NGVD 29 (??/??/92)  602.277  (m)         1975.97   (f) ADJ UNCH    1 2
 CU0157
 CU0157.Superseded values are not recommended for survey control.
 CU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0157.See file dsdata.txt to determine how the superseded data were derived.
 CU0157
 CU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA920958(NAD 83)
 CU0157_MARKER: DD = SURVEY DISK
 CU0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0157_STAMPING: 134 D H W 1976 1955
 CU0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0157+STABILITY: SURFACE MOTION
 CU0157
 CU0157  HISTORY     - Date     Condition        Report By
 CU0157  HISTORY     - 1955     MONUMENTED       USGS
 CU0157  HISTORY     - 1956     GOOD             NGS
 CU0157  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0157
 CU0157                          STATION DESCRIPTION
 CU0157
 CU0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0157'1.6 MI NW FROM TRENT.
 CU0157'1.6 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0157'STATION AT TRENT, 330 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CU0157'OVERPASS OF U.S. HIGHWAY 80, 40 FEET NORTH OF THE CENTER LINE OF AN
 CU0157'ACCESS ROAD WHICH IS ON THE NORTH SIDE OF THE HIGHWAY, 80 FEET EAST OF
 CU0157'THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 1.9 FEET WEST OF A
 CU0157'WITNESS POST, 1.8 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 CU0157'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THE NOLAN AND TAYLOR
 CU0157'COUNTY LINE IS AT THE EAST END OF THE OVERPASS.
 CU0157
 CU0157                          STATION RECOVERY (1982)
 CU0157
 CU0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0291 ***********************************************************************
 CA0291  DESIGNATION -  1343 USGS
 CA0291  PID         -  CA0291
 CA0291  STATE/COUNTY-  TX/BROWN
 CA0291  USGS QUAD   -  BROWNWOOD (1996)
 CA0291
 CA0291                         *CURRENT SURVEY CONTROL
 CA0291  ___________________________________________________________________
 CA0291* NAD 83(1986)-  31 43 10.     (N)    098 59 01.     (W)     SCALED    
 CA0291* NAVD 88     -       409.301  (meters)    1342.85   (feet)  ADJUSTED  
 CA0291  ___________________________________________________________________
 CA0291  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CA0291  DYNAMIC HT  -         408.767 (meters)    1341.10  (feet)  COMP
 CA0291  MODELED GRAV-     979,323.3   (mgal)                       NAVD 88
 CA0291
 CA0291  VERT ORDER  -  FIRST     CLASS II
 CA0291
 CA0291.The horizontal coordinates were scaled from a topographic map and have
 CA0291.an estimated accuracy of +/- 6 seconds.
 CA0291
 CA0291.The orthometric height was determined by differential leveling
 CA0291.and adjusted by the National Geodetic Survey in June 1991..
 CA0291.WARNING-Repeat measurements at this control monument indicate possible
 CA0291.vertical movement.
 CA0291
 CA0291.The geoid height was determined by GEOID03.
 CA0291
 CA0291.The dynamic height is computed by dividing the NAVD 88
 CA0291.geopotential number by the normal gravity value computed on the
 CA0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0291.degrees latitude (g = 980.6199 gals.).
 CA0291
 CA0291.The modeled gravity was interpolated from observed gravity values.
 CA0291
 CA0291;                    North         East    Units  Estimated Accuracy
 CA0291;SPC TX C     - 3,228,340.      827,920.      MT  (+/- 180 meters Scaled)
 CA0291
 CA0291                          SUPERSEDED SURVEY CONTROL
 CA0291
 CA0291  NGVD 29 (??/??/92)  409.214  (m)         1342.56   (f) ADJ UNCH    1 2
 CA0291
 CA0291.Superseded values are not recommended for survey control.
 CA0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0291.See file dsdata.txt to determine how the superseded data were derived.
 CA0291
 CA0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA015093(NAD 83)
 CA0291_MARKER: DD = SURVEY DISK
 CA0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0291_SP_SET: LIGHT POST
 CA0291_STAMPING: 1342.579 1924
 CA0291_MARK LOGO: USGS  
 CA0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0291+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2006
 CA0291
 CA0291  HISTORY     - Date     Condition        Report By
 CA0291  HISTORY     - 1924     MONUMENTED       USGS
 CA0291  HISTORY     - 1943     GOOD             NGS
 CA0291  HISTORY     - 1982     GOOD             NGS
 CA0291  HISTORY     - 20060204 GOOD             GEOCAC
 CA0291
 CA0291                          STATION DESCRIPTION
 CA0291
 CA0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CA0291'IN BROWNWOOD.
 CA0291'AT BROWNWOOD, BROWN COUNTY, AT THE POST OFFICE, AT THE MAIN ENTRANCE
 CA0291'AT THE STONE LIGHT POST, NEAR THE NORTH CORNER OF THE BUILDING, IN THE
 CA0291'CENTER OF THE NORTHEAST FACE OF THE POST, AND 1.4 FEET ABOVE THE
 CA0291'GROUND.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1342.579
 CA0291'1924 AND SET VERTICALLY.
 CA0291
 CA0291                          STATION RECOVERY (1982)
 CA0291
 CA0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0291'IN BROWNWOOD, SET VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE
 CA0291'BASE OF AN ABANDONED STREET LIGHT AT THE POST OFFICE AT 600 CENTER
 CA0291'STREET AND 5.0 METERS (16.4 FT) NORTHWEST OF THE NORTH CORNER OF THE
 CA0291'POST OFFICE.
 CA0291'THE MARK IS 0.4 M ABOVE THE SIDEWALK.
 CA0291
 CA0291                          STATION RECOVERY (2006)
 CA0291
 CA0291'RECOVERY NOTE BY GEOCACHING 2006 (MRH)
 CA0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0463 ***********************************************************************
 AJ0463  DESIGNATION -  1344
 AJ0463  PID         -  AJ0463
 AJ0463  STATE/COUNTY-  TX/BROOKS
 AJ0463  USGS QUAD   -  FLOWELLA (1963)
 AJ0463
 AJ0463                         *CURRENT SURVEY CONTROL
 AJ0463  ___________________________________________________________________
 AJ0463* NAD 83(1986)-  27 14 54.     (N)    098 00 15.     (W)     SCALED    
 AJ0463* NAVD 88     -        25.085  (meters)      82.30   (feet)  ADJUSTED  
 AJ0463  ___________________________________________________________________
 AJ0463  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AJ0463  DYNAMIC HT  -          25.045 (meters)      82.17  (feet)  COMP
 AJ0463  MODELED GRAV-     979,078.9   (mgal)                       NAVD 88
 AJ0463
 AJ0463  VERT ORDER  -  SECOND    CLASS 0
 AJ0463
 AJ0463.The horizontal coordinates were scaled from a topographic map and have
 AJ0463.an estimated accuracy of +/- 6 seconds.
 AJ0463
 AJ0463.The orthometric height was determined by differential leveling
 AJ0463.and adjusted by the National Geodetic Survey in June 1991..
 AJ0463
 AJ0463.The geoid height was determined by GEOID03.
 AJ0463
 AJ0463.The dynamic height is computed by dividing the NAVD 88
 AJ0463.geopotential number by the normal gravity value computed on the
 AJ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0463.degrees latitude (g = 980.6199 gals.).
 AJ0463
 AJ0463.The modeled gravity was interpolated from observed gravity values.
 AJ0463
 AJ0463;                    North         East    Units  Estimated Accuracy
 AJ0463;SPC TX S     - 5,175,330.      349,100.      MT  (+/- 180 meters Scaled)
 AJ0463
 AJ0463                          SUPERSEDED SURVEY CONTROL
 AJ0463
 AJ0463  NGVD 29 (??/??/92)   25.201  (m)           82.68   (f) ADJ UNCH    2 0
 AJ0463
 AJ0463.Superseded values are not recommended for survey control.
 AJ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0463.See file dsdata.txt to determine how the superseded data were derived.
 AJ0463
 AJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR985143(NAD 83)
 AJ0463_MARKER: DD = SURVEY DISK
 AJ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0463_STAMPING: 1344
 AJ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0463+STABILITY: SURFACE MOTION
 AJ0463
 AJ0463  HISTORY     - Date     Condition        Report By
 AJ0463  HISTORY     - UNK      MONUMENTED       TXGS
 AJ0463  HISTORY     - 1942     GOOD             NGS
 AJ0463
 AJ0463                          STATION DESCRIPTION
 AJ0463
 AJ0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0463'9.0 MI E FROM FALFURRIAS.
 AJ0463'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 9.0 MILES
 AJ0463'EASTERLY ALONG STATE HIGHWAY NO. 285 TO THE SITE OF THE BENCH MARK.
 AJ0463'BENCH MARK IS ABOUT 1.1 MILE WEST OF THE BROOKS-KLEBERG COUNTY LINE,
 AJ0463'ABOUT 300.0 FEET EAST OF GATE OPENING ONTO THE MARIPOSA RANCH AND 61.0
 AJ0463'FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AJ0463'THE HIGHWAY.  IT IS 12.0 FEET NORTHWEST OF HIGHWAY FENCE AND 2.0 FEET
 AJ0463'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  A STD. U.S.C. AND G.S. AND
 AJ0463'STATE SURVEY MARK DISK SET IN CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0346 ***********************************************************************
 BL0346  DESIGNATION -  135
 BL0346  PID         -  BL0346
 BL0346  STATE/COUNTY-  TX/HARDIN
 BL0346  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0346
 BL0346                         *CURRENT SURVEY CONTROL
 BL0346  ___________________________________________________________________
 BL0346* NAD 83(1986)-  30 23 52.     (N)    094 27 05.     (W)     SCALED    
 BL0346* NAVD 88     -        31.24   (+/-2cm)     102.5    (feet)  VERTCON   
 BL0346  ___________________________________________________________________
 BL0346  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL0346
 BL0346  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0346
 BL0346.The horizontal coordinates were scaled from a topographic map and have
 BL0346.an estimated accuracy of +/- 6 seconds.
 BL0346
 BL0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0346.The vertical order pertains to the NGVD 29 superseded value.
 BL0346
 BL0346.The geoid height was determined by GEOID03.
 BL0346
 BL0346;                    North         East    Units  Estimated Accuracy
 BL0346;SPC TX C     - 3,095,990.    1,264,950.      MT  (+/- 180 meters Scaled)
 BL0346
 BL0346                          SUPERSEDED SURVEY CONTROL
 BL0346
 BL0346  NGVD 29 (??/??/92)   31.241  (m)          102.50   (f) ADJ UNCH    2 0
 BL0346
 BL0346.Superseded values are not recommended for survey control.
 BL0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0346.See file dsdata.txt to determine how the superseded data were derived.
 BL0346
 BL0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP605637(NAD 83)
 BL0346_MARKER: Z = SEE DESCRIPTION
 BL0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0346_SP_SET: SECTION RAIL
 BL0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0346
 BL0346  HISTORY     - Date     Condition        Report By
 BL0346  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0346  HISTORY     - 1935     GOOD             NGS
 BL0346  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0346
 BL0346                          STATION DESCRIPTION
 BL0346
 BL0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0346'0.5 MI W FROM HONEY ISLAND.
 BL0346'0.5 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0346'STATION AT HONEY ISLAND, HARDIN COUNTY, OPPOSITE MILEPOST 135, AND 8
 BL0346'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A
 BL0346'SECTION OF RAIL SET VERTICALLY.
 BL0346
 BL0346                          STATION RECOVERY (1998)
 BL0346
 BL0346'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0078 ***********************************************************************
 CU0078  DESIGNATION -  135 D H W
 CU0078  PID         -  CU0078
 CU0078  STATE/COUNTY-  TX/NOLAN
 CU0078  USGS QUAD   -  RAVEN CREEK SOUTH (1984)
 CU0078
 CU0078                         *CURRENT SURVEY CONTROL
 CU0078  ___________________________________________________________________
 CU0078* NAD 83(1986)-  32 30 16.     (N)    100 10 54.     (W)     SCALED    
 CU0078* NAVD 88     -       595.272  (meters)    1952.99   (feet)  POSTED    
 CU0078  ___________________________________________________________________
 CU0078  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CU0078  DYNAMIC HT  -         594.490 (meters)    1950.42  (feet)  COMP
 CU0078  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 CU0078
 CU0078  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0078
 CU0078.The horizontal coordinates were scaled from a topographic map and have
 CU0078.an estimated accuracy of +/- 6 seconds.
 CU0078
 CU0078.The orthometric height was determined by differential leveling
 CU0078.and adjusted by the National Geodetic Survey in 1992..
 CU0078.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0078.rate of 0.0 thru 1.0 mm/km.
 CU0078
 CU0078.The geoid height was determined by GEOID03.
 CU0078
 CU0078.The dynamic height is computed by dividing the NAVD 88
 CU0078.geopotential number by the normal gravity value computed on the
 CU0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0078.degrees latitude (g = 980.6199 gals.).
 CU0078
 CU0078.The modeled gravity was interpolated from observed gravity values.
 CU0078
 CU0078;                    North         East    Units  Estimated Accuracy
 CU0078;SPC TXNC     - 2,094,170.      441,990.      MT  (+/- 180 meters Scaled)
 CU0078
 CU0078                          SUPERSEDED SURVEY CONTROL
 CU0078
 CU0078  NGVD 29 (??/??/92)  595.085  (m)         1952.37   (f) ADJ UNCH    1 2
 CU0078
 CU0078.Superseded values are not recommended for survey control.
 CU0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0078.See file dsdata.txt to determine how the superseded data were derived.
 CU0078
 CU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA889969(NAD 83)
 CU0078_MARKER: DD = SURVEY DISK
 CU0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0078_STAMPING: 135 D H W 1952 1955
 CU0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0078+STABILITY: SURFACE MOTION
 CU0078
 CU0078  HISTORY     - Date     Condition        Report By
 CU0078  HISTORY     - 1955     MONUMENTED       USGS
 CU0078  HISTORY     - 1956     GOOD             NGS
 CU0078
 CU0078                          STATION DESCRIPTION
 CU0078
 CU0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0078'3.7 MI NW FROM TRENT.
 CU0078'3.7 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0078'STATION AT TRENT, 46.6 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 CU0078'38 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH GRAVELED ROAD, 3
 CU0078'POLES WEST OF MILEPOST 433, 75 FEET NORTHWEST OF THE CENTER OF A
 CU0078'GRAVELED ROAD CROSSING, 15 FEET SOUTH OF THE EXTENDED CENTER LINE OF A
 CU0078'GRAVELED ROAD LEADING EAST, 3 FEET SOUTH OF A FENCE, 2 FEET EAST OF A
 CU0078'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 CU0078'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0253 ***********************************************************************
 AJ0253  DESIGNATION -  1356
 AJ0253  PID         -  AJ0253
 AJ0253  STATE/COUNTY-  TX/JIM WELLS
 AJ0253  USGS QUAD   -  PREMONT WEST (1963)
 AJ0253
 AJ0253                         *CURRENT SURVEY CONTROL
 AJ0253  ___________________________________________________________________
 AJ0253* NAD 83(1986)-  27 16 20.     (N)    098 08 05.     (W)     SCALED    
 AJ0253* NAVD 88     -        39.216  (meters)     128.66   (feet)  ADJUSTED  
 AJ0253  ___________________________________________________________________
 AJ0253  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AJ0253  DYNAMIC HT  -          39.154 (meters)     128.46  (feet)  COMP
 AJ0253  MODELED GRAV-     979,070.0   (mgal)                       NAVD 88
 AJ0253
 AJ0253  VERT ORDER  -  SECOND    CLASS 0
 AJ0253
 AJ0253.The horizontal coordinates were scaled from a topographic map and have
 AJ0253.an estimated accuracy of +/- 6 seconds.
 AJ0253
 AJ0253.The orthometric height was determined by differential leveling
 AJ0253.and adjusted by the National Geodetic Survey in June 1991..
 AJ0253
 AJ0253.The geoid height was determined by GEOID03.
 AJ0253
 AJ0253.The dynamic height is computed by dividing the NAVD 88
 AJ0253.geopotential number by the normal gravity value computed on the
 AJ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0253.degrees latitude (g = 980.6199 gals.).
 AJ0253
 AJ0253.The modeled gravity was interpolated from observed gravity values.
 AJ0253
 AJ0253;                    North         East    Units  Estimated Accuracy
 AJ0253;SPC TX S     - 5,177,940.      336,160.      MT  (+/- 180 meters Scaled)
 AJ0253
 AJ0253                          SUPERSEDED SURVEY CONTROL
 AJ0253
 AJ0253  NGVD 29 (??/??/92)   39.316  (m)          128.99   (f) ADJ UNCH    2 0
 AJ0253
 AJ0253.Superseded values are not recommended for survey control.
 AJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0253.See file dsdata.txt to determine how the superseded data were derived.
 AJ0253
 AJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR856168(NAD 83)
 AJ0253_MARKER: DB = BENCH MARK DISK
 AJ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0253_STAMPING: 1356
 AJ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0253+STABILITY: SURFACE MOTION
 AJ0253
 AJ0253  HISTORY     - Date     Condition        Report By
 AJ0253  HISTORY     - UNK      MONUMENTED       CGS
 AJ0253  HISTORY     - 1935     GOOD             NGS
 AJ0253
 AJ0253                          STATION DESCRIPTION
 AJ0253
 AJ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AJ0253'3.3 MI N FROM FALFURRIAS.
 AJ0253'3.3 MILES NORTH OF AND ALONG S. P. R. R. 12 YDS. WEST OF CENTER LINE
 AJ0253'OF TRACK.  4 YDS. EAST OF RIGHT OF WAY FENCE.  45 YDS. EAST OF A
 AJ0253'FILLING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0252 ***********************************************************************
 AJ0252  DESIGNATION -  1357
 AJ0252  PID         -  AJ0252
 AJ0252  STATE/COUNTY-  TX/JIM WELLS
 AJ0252  USGS QUAD   -  PREMONT WEST (1963)
 AJ0252
 AJ0252                         *CURRENT SURVEY CONTROL
 AJ0252  ___________________________________________________________________
 AJ0252* NAD 83(1986)-  27 16 38.     (N)    098 08 02.     (W)     SCALED    
 AJ0252* NAVD 88     -        40.121  (meters)     131.63   (feet)  ADJUSTED  
 AJ0252  ___________________________________________________________________
 AJ0252  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AJ0252  DYNAMIC HT  -          40.058 (meters)     131.42  (feet)  COMP
 AJ0252  MODELED GRAV-     979,070.1   (mgal)                       NAVD 88
 AJ0252
 AJ0252  VERT ORDER  -  SECOND    CLASS 0
 AJ0252
 AJ0252.The horizontal coordinates were scaled from a topographic map and have
 AJ0252.an estimated accuracy of +/- 6 seconds.
 AJ0252
 AJ0252.The orthometric height was determined by differential leveling
 AJ0252.and adjusted by the National Geodetic Survey in June 1991..
 AJ0252
 AJ0252.The geoid height was determined by GEOID03.
 AJ0252
 AJ0252.The dynamic height is computed by dividing the NAVD 88
 AJ0252.geopotential number by the normal gravity value computed on the
 AJ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0252.degrees latitude (g = 980.6199 gals.).
 AJ0252
 AJ0252.The modeled gravity was interpolated from observed gravity values.
 AJ0252
 AJ0252;                    North         East    Units  Estimated Accuracy
 AJ0252;SPC TX S     - 5,178,490.      336,250.      MT  (+/- 180 meters Scaled)
 AJ0252
 AJ0252                          SUPERSEDED SURVEY CONTROL
 AJ0252
 AJ0252  NGVD 29 (??/??/92)   40.222  (m)          131.96   (f) ADJ UNCH    2 0
 AJ0252
 AJ0252.Superseded values are not recommended for survey control.
 AJ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0252.See file dsdata.txt to determine how the superseded data were derived.
 AJ0252
 AJ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR857174(NAD 83)
 AJ0252_MARKER: DB = BENCH MARK DISK
 AJ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0252_STAMPING: 1357
 AJ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0252+STABILITY: SURFACE MOTION
 AJ0252
 AJ0252  HISTORY     - Date     Condition        Report By
 AJ0252  HISTORY     - UNK      MONUMENTED       CGS
 AJ0252  HISTORY     - 1935     GOOD             NGS
 AJ0252
 AJ0252                          STATION DESCRIPTION
 AJ0252
 AJ0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AJ0252'3.6 MI N FROM FALFURRIAS.
 AJ0252'3.6 MILES NORTH OF AND ALONG S. P. R. R. 11 YDS. WEST OF CENTER LINE
 AJ0252'OF TRACK.  4 YDS. EAST OF RIGHT OF WAY FENCE.  130 YDS. SOUTH OF MILE
 AJ0252'POLE 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0251 ***********************************************************************
 AJ0251  DESIGNATION -  1358
 AJ0251  PID         -  AJ0251
 AJ0251  STATE/COUNTY-  TX/JIM WELLS
 AJ0251  USGS QUAD   -  PREMONT WEST (1963)
 AJ0251
 AJ0251                         *CURRENT SURVEY CONTROL
 AJ0251  ___________________________________________________________________
 AJ0251* NAD 83(1986)-  27 17 53.     (N)    098 07 52.     (W)     SCALED    
 AJ0251* NAVD 88     -        42.801  (meters)     140.42   (feet)  ADJUSTED  
 AJ0251  ___________________________________________________________________
 AJ0251  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AJ0251  DYNAMIC HT  -          42.734 (meters)     140.20  (feet)  COMP
 AJ0251  MODELED GRAV-     979,070.5   (mgal)                       NAVD 88
 AJ0251
 AJ0251  VERT ORDER  -  SECOND    CLASS 0
 AJ0251
 AJ0251.The horizontal coordinates were scaled from a topographic map and have
 AJ0251.an estimated accuracy of +/- 6 seconds.
 AJ0251
 AJ0251.The orthometric height was determined by differential leveling
 AJ0251.and adjusted by the National Geodetic Survey in June 1991..
 AJ0251
 AJ0251.The geoid height was determined by GEOID03.
 AJ0251
 AJ0251.The dynamic height is computed by dividing the NAVD 88
 AJ0251.geopotential number by the normal gravity value computed on the
 AJ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0251.degrees latitude (g = 980.6199 gals.).
 AJ0251
 AJ0251.The modeled gravity was interpolated from observed gravity values.
 AJ0251
 AJ0251;                    North         East    Units  Estimated Accuracy
 AJ0251;SPC TX S     - 5,180,800.      336,510.      MT  (+/- 180 meters Scaled)
 AJ0251
 AJ0251                          SUPERSEDED SURVEY CONTROL
 AJ0251
 AJ0251  NGVD 29 (??/??/92)   42.901  (m)          140.75   (f) ADJ UNCH    2 0
 AJ0251
 AJ0251.Superseded values are not recommended for survey control.
 AJ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0251.See file dsdata.txt to determine how the superseded data were derived.
 AJ0251
 AJ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR859197(NAD 83)
 AJ0251_MARKER: DB = BENCH MARK DISK
 AJ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0251_STAMPING: 1358
 AJ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0251+STABILITY: SURFACE MOTION
 AJ0251
 AJ0251  HISTORY     - Date     Condition        Report By
 AJ0251  HISTORY     - UNK      MONUMENTED       CGS
 AJ0251  HISTORY     - 1935     GOOD             NGS
 AJ0251
 AJ0251                          STATION DESCRIPTION
 AJ0251
 AJ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AJ0251'4.4 MI S FROM PREMONT.
 AJ0251'4.4 MILES SOUTH OF AND ALONG S. P. R. R. 12 YDS. WEST OF CENTER LINE
 AJ0251'ON TRACK.  4 YDS. EAST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0250 ***********************************************************************
 AJ0250  DESIGNATION -  1359
 AJ0250  PID         -  AJ0250
 AJ0250  STATE/COUNTY-  TX/JIM WELLS
 AJ0250  USGS QUAD   -  PREMONT WEST (1963)
 AJ0250
 AJ0250                         *CURRENT SURVEY CONTROL
 AJ0250  ___________________________________________________________________
 AJ0250* NAD 83(1986)-  27 18 22.     (N)    098 07 48.     (W)     SCALED    
 AJ0250* NAVD 88     -        42.515  (meters)     139.48   (feet)  ADJUSTED  
 AJ0250  ___________________________________________________________________
 AJ0250  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AJ0250  DYNAMIC HT  -          42.448 (meters)     139.26  (feet)  COMP
 AJ0250  MODELED GRAV-     979,070.7   (mgal)                       NAVD 88
 AJ0250
 AJ0250  VERT ORDER  -  SECOND    CLASS 0
 AJ0250
 AJ0250.The horizontal coordinates were scaled from a topographic map and have
 AJ0250.an estimated accuracy of +/- 6 seconds.
 AJ0250
 AJ0250.The orthometric height was determined by differential leveling
 AJ0250.and adjusted by the National Geodetic Survey in June 1991..
 AJ0250
 AJ0250.The geoid height was determined by GEOID03.
 AJ0250
 AJ0250.The dynamic height is computed by dividing the NAVD 88
 AJ0250.geopotential number by the normal gravity value computed on the
 AJ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0250.degrees latitude (g = 980.6199 gals.).
 AJ0250
 AJ0250.The modeled gravity was interpolated from observed gravity values.
 AJ0250
 AJ0250;                    North         East    Units  Estimated Accuracy
 AJ0250;SPC TX S     - 5,181,690.      336,620.      MT  (+/- 180 meters Scaled)
 AJ0250
 AJ0250                          SUPERSEDED SURVEY CONTROL
 AJ0250
 AJ0250  NGVD 29 (??/??/92)   42.616  (m)          139.82   (f) ADJ UNCH    2 0
 AJ0250
 AJ0250.Superseded values are not recommended for survey control.
 AJ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0250.See file dsdata.txt to determine how the superseded data were derived.
 AJ0250
 AJ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR860206(NAD 83)
 AJ0250_MARKER: DB = BENCH MARK DISK
 AJ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0250_STAMPING: 1359
 AJ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0250+STABILITY: SURFACE MOTION
 AJ0250
 AJ0250  HISTORY     - Date     Condition        Report By
 AJ0250  HISTORY     - UNK      MONUMENTED       CGS
 AJ0250  HISTORY     - 1935     GOOD             NGS
 AJ0250
 AJ0250                          STATION DESCRIPTION
 AJ0250
 AJ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AJ0250'3.8 MI S FROM PREMONT.
 AJ0250'3.8 MILES SOUTH OF AND ALONG S. P. R. R. 13 YDS. WEST OF CENTER LINE
 AJ0250'OF TRACK.  4 YDS. EAST OF RIGHT OF WAY FENCE.  130 YDS. SOUTH OF MILE
 AJ0250'POLE 74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0344 ***********************************************************************
 BL0344  DESIGNATION -  136
 BL0344  PID         -  BL0344
 BL0344  STATE/COUNTY-  TX/HARDIN
 BL0344  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0344
 BL0344                         *CURRENT SURVEY CONTROL
 BL0344  ___________________________________________________________________
 BL0344* NAD 83(1986)-  30 23 42.     (N)    094 26 06.     (W)     SCALED    
 BL0344* NAVD 88     -        29.47   (+/-2cm)      96.7    (feet)  VERTCON   
 BL0344  ___________________________________________________________________
 BL0344  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0344
 BL0344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0344
 BL0344.The horizontal coordinates were scaled from a topographic map and have
 BL0344.an estimated accuracy of +/- 6 seconds.
 BL0344
 BL0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0344.The vertical order pertains to the NGVD 29 superseded value.
 BL0344
 BL0344.The geoid height was determined by GEOID03.
 BL0344
 BL0344;                    North         East    Units  Estimated Accuracy
 BL0344;SPC TX C     - 3,095,760.    1,266,540.      MT  (+/- 180 meters Scaled)
 BL0344
 BL0344                          SUPERSEDED SURVEY CONTROL
 BL0344
 BL0344  NGVD 29 (??/??/92)   29.469  (m)           96.68   (f) ADJ UNCH    2 0
 BL0344
 BL0344.Superseded values are not recommended for survey control.
 BL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0344.See file dsdata.txt to determine how the superseded data were derived.
 BL0344
 BL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP621634(NAD 83)
 BL0344_MARKER: Z = SEE DESCRIPTION
 BL0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0344_SP_SET: SECTION RAIL
 BL0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0344
 BL0344  HISTORY     - Date     Condition        Report By
 BL0344  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0344  HISTORY     - 1935     GOOD             NGS
 BL0344  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0344
 BL0344                          STATION DESCRIPTION
 BL0344
 BL0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0344'0.5 MI E FROM HONEY ISLAND.
 BL0344'0.5 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0344'STATION AT HONEY ISLAND, HARDIN COUNTY, OPPOSITE MILEPOST 136, AND 8
 BL0344'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A
 BL0344'SECTION OF RAIL SET VERTICALLY.
 BL0344
 BL0344                          STATION RECOVERY (1998)
 BL0344
 BL0344'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0958 ***********************************************************************
 AH0958  DESIGNATION -  136
 AH0958  PID         -  AH0958
 AH0958  STATE/COUNTY-  TX/NUECES
 AH0958  USGS QUAD   -  BANQUETE (1979)
 AH0958
 AH0958                         *CURRENT SURVEY CONTROL
 AH0958  ___________________________________________________________________
 AH0958* NAD 83(1986)-  27 48 09.     (N)    097 48 52.     (W)     SCALED    
 AH0958* NAVD 88     -        27.680  (meters)      90.81   (feet)  ADJUSTED  
 AH0958  ___________________________________________________________________
 AH0958  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0958  DYNAMIC HT  -          27.637 (meters)      90.67  (feet)  COMP
 AH0958  MODELED GRAV-     979,112.6   (mgal)                       NAVD 88
 AH0958
 AH0958  VERT ORDER  -  FIRST     CLASS II
 AH0958
 AH0958.The horizontal coordinates were scaled from a topographic map and have
 AH0958.an estimated accuracy of +/- 6 seconds.
 AH0958
 AH0958.The orthometric height was determined by differential leveling
 AH0958.and adjusted by the National Geodetic Survey in June 1991..
 AH0958.WARNING-Repeat measurements at this control monument indicate possible
 AH0958.vertical movement.
 AH0958
 AH0958.The geoid height was determined by GEOID03.
 AH0958
 AH0958.The dynamic height is computed by dividing the NAVD 88
 AH0958.geopotential number by the normal gravity value computed on the
 AH0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0958.degrees latitude (g = 980.6199 gals.).
 AH0958
 AH0958.The modeled gravity was interpolated from observed gravity values.
 AH0958
 AH0958;                    North         East    Units  Estimated Accuracy
 AH0958;SPC TX S     - 5,236,820.      367,550.      MT  (+/- 180 meters Scaled)
 AH0958
 AH0958                          SUPERSEDED SURVEY CONTROL
 AH0958
 AH0958  NGVD 29 (??/??/92)   27.806  (m)           91.23   (f) ADJ UNCH    1 2
 AH0958
 AH0958.Superseded values are not recommended for survey control.
 AH0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0958.See file dsdata.txt to determine how the superseded data were derived.
 AH0958
 AH0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR167758(NAD 83)
 AH0958_MARKER: Z = SEE DESCRIPTION
 AH0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0958_SP_SET: RAIL
 AH0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0958
 AH0958  HISTORY     - Date     Condition        Report By
 AH0958  HISTORY     - UNK      MONUMENTED       LOCENG
 AH0958  HISTORY     - 1950     GOOD             NGS
 AH0958  HISTORY     - 1966     GOOD             BOR
 AH0958  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AH0958
 AH0958                          STATION DESCRIPTION
 AH0958
 AH0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0958'1.0 MI W FROM BANQUETE.
 AH0958'1.0 MILE WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0958'BANQUETE, 44.3 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 44, 42.8
 AH0958'FEET NORTH OF THE NORTH RAIL, 3 FEET WEST OF MILEPOST 136, 144 FEET
 AH0958'EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, THE HIGHEST
 AH0958'POINT OF A VERTICAL SECTION OF RAIL WHICH PROJECTS 1.0 FOOT ABOVE THE
 AH0958'GROUND.
 AH0958
 AH0958                          STATION RECOVERY (1966)
 AH0958
 AH0958'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0958'RECOVERED IN GOOD CONDITION.
 AH0958
 AH0958                          STATION RECOVERY (2004)
 AH0958
 AH0958'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0081 ***********************************************************************
 CU0081  DESIGNATION -  136 D H W
 CU0081  PID         -  CU0081
 CU0081  STATE/COUNTY-  TX/NOLAN
 CU0081  USGS QUAD   -  RAVEN CREEK SOUTH (1984)
 CU0081
 CU0081                         *CURRENT SURVEY CONTROL
 CU0081  ___________________________________________________________________
 CU0081* NAD 83(1986)-  32 30 54.     (N)    100 13 00.     (W)     SCALED    
 CU0081* NAVD 88     -       587.237  (meters)    1926.63   (feet)  POSTED    
 CU0081  ___________________________________________________________________
 CU0081  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CU0081  DYNAMIC HT  -         586.460 (meters)    1924.08  (feet)  COMP
 CU0081  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 CU0081
 CU0081  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0081
 CU0081.The horizontal coordinates were scaled from a topographic map and have
 CU0081.an estimated accuracy of +/- 6 seconds.
 CU0081
 CU0081.The orthometric height was determined by differential leveling
 CU0081.and adjusted by the National Geodetic Survey in 1992..
 CU0081.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0081.rate of 0.0 thru 1.0 mm/km.
 CU0081
 CU0081.The geoid height was determined by GEOID03.
 CU0081
 CU0081.The dynamic height is computed by dividing the NAVD 88
 CU0081.geopotential number by the normal gravity value computed on the
 CU0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0081.degrees latitude (g = 980.6199 gals.).
 CU0081
 CU0081.The modeled gravity was interpolated from observed gravity values.
 CU0081
 CU0081;                    North         East    Units  Estimated Accuracy
 CU0081;SPC TXNC     - 2,095,390.      438,720.      MT  (+/- 180 meters Scaled)
 CU0081
 CU0081                          SUPERSEDED SURVEY CONTROL
 CU0081
 CU0081  NGVD 29 (??/??/92)  587.046  (m)         1926.00   (f) ADJ UNCH    1 2
 CU0081
 CU0081.Superseded values are not recommended for survey control.
 CU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0081.See file dsdata.txt to determine how the superseded data were derived.
 CU0081
 CU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA857981(NAD 83)
 CU0081_MARKER: DD = SURVEY DISK
 CU0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0081_STAMPING: 136 D H W 1926 1955
 CU0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0081+STABILITY: SURFACE MOTION
 CU0081
 CU0081  HISTORY     - Date     Condition        Report By
 CU0081  HISTORY     - 1955     MONUMENTED       USGS
 CU0081  HISTORY     - 1956     GOOD             NGS
 CU0081
 CU0081                          STATION DESCRIPTION
 CU0081
 CU0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0081'5.9 MI NW FROM TRENT.
 CU0081'5.9 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0081'STATION AT TRENT, 32 FEET SOUTH OF THE SOUTH RAIL, 198 FEET WEST OF
 CU0081'THE EXTENDED CENTER LINE OF A GRAVELED ROAD LEADING SOUTH, 52 FEET
 CU0081'EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 52 FEET NORTH
 CU0081'OF THE CENTER LINE OF AN EAST AND WEST GRADED DIRT ROAD, 64 FEET
 CU0081'SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 6.2 FEET WEST OF
 CU0081'THE 10TH POLE WEST OF MILEPOST 435, 2 FEET SOUTH OF A WITNESS POST,
 CU0081'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CU0081'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0249 ***********************************************************************
 AJ0249  DESIGNATION -  1360
 AJ0249  PID         -  AJ0249
 AJ0249  STATE/COUNTY-  TX/JIM WELLS
 AJ0249  USGS QUAD   -  PREMONT WEST (1963)
 AJ0249
 AJ0249                         *CURRENT SURVEY CONTROL
 AJ0249  ___________________________________________________________________
 AJ0249* NAD 83(1986)-  27 19 40.     (N)    098 07 38.     (W)     SCALED    
 AJ0249* NAVD 88     -        45.115  (meters)     148.01   (feet)  ADJUSTED  
 AJ0249  ___________________________________________________________________
 AJ0249  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AJ0249  DYNAMIC HT  -          45.044 (meters)     147.78  (feet)  COMP
 AJ0249  MODELED GRAV-     979,072.4   (mgal)                       NAVD 88
 AJ0249
 AJ0249  VERT ORDER  -  SECOND    CLASS 0
 AJ0249
 AJ0249.The horizontal coordinates were scaled from a topographic map and have
 AJ0249.an estimated accuracy of +/- 6 seconds.
 AJ0249
 AJ0249.The orthometric height was determined by differential leveling
 AJ0249.and adjusted by the National Geodetic Survey in June 1991..
 AJ0249
 AJ0249.The geoid height was determined by GEOID03.
 AJ0249
 AJ0249.The dynamic height is computed by dividing the NAVD 88
 AJ0249.geopotential number by the normal gravity value computed on the
 AJ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0249.degrees latitude (g = 980.6199 gals.).
 AJ0249
 AJ0249.The modeled gravity was interpolated from observed gravity values.
 AJ0249
 AJ0249;                    North         East    Units  Estimated Accuracy
 AJ0249;SPC TX S     - 5,184,090.      336,890.      MT  (+/- 180 meters Scaled)
 AJ0249
 AJ0249                          SUPERSEDED SURVEY CONTROL
 AJ0249
 AJ0249  NGVD 29 (??/??/92)   45.216  (m)          148.35   (f) ADJ UNCH    2 0
 AJ0249
 AJ0249.Superseded values are not recommended for survey control.
 AJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0249.See file dsdata.txt to determine how the superseded data were derived.
 AJ0249
 AJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR863230(NAD 83)
 AJ0249_MARKER: DB = BENCH MARK DISK
 AJ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0249_STAMPING: 1360
 AJ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0249+STABILITY: SURFACE MOTION
 AJ0249
 AJ0249  HISTORY     - Date     Condition        Report By
 AJ0249  HISTORY     - UNK      MONUMENTED       CGS
 AJ0249  HISTORY     - 1935     GOOD             NGS
 AJ0249
 AJ0249                          STATION DESCRIPTION
 AJ0249
 AJ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AJ0249'2.3 MI S FROM PREMONT.
 AJ0249'2.3 MILES SOUTH OF AND ALONG S. P. R. R. 12 YDS. WEST OF CENTER LINE
 AJ0249'OF TRACK.  4 YDS. EAST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0131 ***********************************************************************
 EN0131  DESIGNATION -  1360+00
 EN0131  PID         -  EN0131
 EN0131  STATE/COUNTY-  TX/HALL
 EN0131  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0131
 EN0131                         *CURRENT SURVEY CONTROL
 EN0131  ___________________________________________________________________
 EN0131* NAD 83(1986)-  34 27 53.     (N)    100 50 30.     (W)     SCALED    
 EN0131* NAVD 88     -       682.973  (meters)    2240.72   (feet)  ADJUSTED  
 EN0131  ___________________________________________________________________
 EN0131  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EN0131  DYNAMIC HT  -         682.173 (meters)    2238.10  (feet)  COMP
 EN0131  MODELED GRAV-     979,441.9   (mgal)                       NAVD 88
 EN0131
 EN0131  VERT ORDER  -  FIRST     CLASS II
 EN0131
 EN0131.The horizontal coordinates were scaled from a topographic map and have
 EN0131.an estimated accuracy of +/- 6 seconds.
 EN0131
 EN0131.The orthometric height was determined by differential leveling
 EN0131.and adjusted by the National Geodetic Survey in June 1991..
 EN0131
 EN0131.The geoid height was determined by GEOID03.
 EN0131
 EN0131.The dynamic height is computed by dividing the NAVD 88
 EN0131.geopotential number by the normal gravity value computed on the
 EN0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0131.degrees latitude (g = 980.6199 gals.).
 EN0131
 EN0131.The modeled gravity was interpolated from observed gravity values.
 EN0131
 EN0131;                    North         East    Units  Estimated Accuracy
 EN0131;SPC TX N     - 1,051,760.      260,490.      MT  (+/- 180 meters Scaled)
 EN0131
 EN0131                          SUPERSEDED SURVEY CONTROL
 EN0131
 EN0131  NGVD 29 (??/??/92)  682.673  (m)         2239.74   (f) ADJ UNCH    1 2
 EN0131
 EN0131.Superseded values are not recommended for survey control.
 EN0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0131.See file dsdata.txt to determine how the superseded data were derived.
 EN0131
 EN0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD308152(NAD 83)
 EN0131_MARKER: Z = SEE DESCRIPTION
 EN0131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0131_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0131
 EN0131  HISTORY     - Date     Condition        Report By
 EN0131  HISTORY     - UNK      MONUMENTED       BNRR
 EN0131  HISTORY     - 1933     GOOD             NGS
 EN0131  HISTORY     - 1934     GOOD             NGS
 EN0131
 EN0131                          STATION DESCRIPTION
 EN0131
 EN0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0131'6.2 MI NE FROM TURKEY.
 EN0131'6.2 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER DITY RAILWAY FROM
 EN0131'THE STATION AT TURKEY, HALL COUNTY, ABOUT 3.9 MILES SOUTHWEST OF THE
 EN0131'SIGNBOARD AT TAMPICO, AT STATION 1360+00 (MILEAGE 262.80), ABOUT 110
 EN0131'YARDS NORTHEAST OF WOODEN TRESTLE P 262.87, AT A ROAD CROSSING, 41
 EN0131'FEET NORTH OF THE TRACK, AND 20 FEET SOUTHWEST OF THE ROAD.  THE TOP
 EN0131'OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 16 INCHES ABOVE GROUND.
 EN0131
 EN0131                          STATION RECOVERY (1934)
 EN0131
 EN0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0248 ***********************************************************************
 AJ0248  DESIGNATION -  1361
 AJ0248  PID         -  AJ0248
 AJ0248  STATE/COUNTY-  TX/JIM WELLS
 AJ0248  USGS QUAD   -  PREMONT WEST (1963)
 AJ0248
 AJ0248                         *CURRENT SURVEY CONTROL
 AJ0248  ___________________________________________________________________
 AJ0248* NAD 83(1986)-  27 20 06.     (N)    098 07 34.     (W)     SCALED    
 AJ0248* NAVD 88     -        43.878  (meters)     143.96   (feet)  ADJUSTED  
 AJ0248  ___________________________________________________________________
 AJ0248  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AJ0248  DYNAMIC HT  -          43.809 (meters)     143.73  (feet)  COMP
 AJ0248  MODELED GRAV-     979,072.9   (mgal)                       NAVD 88
 AJ0248
 AJ0248  VERT ORDER  -  SECOND    CLASS 0
 AJ0248
 AJ0248.The horizontal coordinates were scaled from a topographic map and have
 AJ0248.an estimated accuracy of +/- 6 seconds.
 AJ0248
 AJ0248.The orthometric height was determined by differential leveling
 AJ0248.and adjusted by the National Geodetic Survey in June 1991..
 AJ0248
 AJ0248.The geoid height was determined by GEOID03.
 AJ0248
 AJ0248.The dynamic height is computed by dividing the NAVD 88
 AJ0248.geopotential number by the normal gravity value computed on the
 AJ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0248.degrees latitude (g = 980.6199 gals.).
 AJ0248
 AJ0248.The modeled gravity was interpolated from observed gravity values.
 AJ0248
 AJ0248;                    North         East    Units  Estimated Accuracy
 AJ0248;SPC TX S     - 5,184,890.      337,000.      MT  (+/- 180 meters Scaled)
 AJ0248
 AJ0248                          SUPERSEDED SURVEY CONTROL
 AJ0248
 AJ0248  NGVD 29 (??/??/92)   43.983  (m)          144.30   (f) ADJ UNCH    2 0
 AJ0248
 AJ0248.Superseded values are not recommended for survey control.
 AJ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0248.See file dsdata.txt to determine how the superseded data were derived.
 AJ0248
 AJ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR864238(NAD 83)
 AJ0248_MARKER: DD = SURVEY DISK
 AJ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0248_STAMPING: 1361
 AJ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0248+STABILITY: SURFACE MOTION
 AJ0248
 AJ0248  HISTORY     - Date     Condition        Report By
 AJ0248  HISTORY     - UNK      MONUMENTED       TXGS
 AJ0248  HISTORY     - 1942     GOOD             NGS
 AJ0248
 AJ0248                          STATION DESCRIPTION
 AJ0248
 AJ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0248'1.7 MI S FROM PREMONT.
 AJ0248'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0248'PROCEED 1.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0248'SITE OF THE BENCH MARK.  BENCH MARK IS 15.0 FEET SOUTH OF THE SECOND
 AJ0248'POLE SOUTH OF MILE POLE NO. 172, 45.0 FEET EAST OF AND ABOUT 2.0 FEET
 AJ0248'BELOW THE CENTERLINE OF THE STATE HIGHWAY NO. 281 AND 40.0 FEET WEST
 AJ0248'OF THE CENTERLINE OF THE TRACKS.  IT IS 3.0 FEET SOUTH OF A 4X4-INCH
 AJ0248'WOODEN MARKER POST.  A STD. STATE SURVEY MARK DISK SET IN CONCRETE
 AJ0248'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0245 ***********************************************************************
 AJ0245  DESIGNATION -  1362
 AJ0245  PID         -  AJ0245
 AJ0245  STATE/COUNTY-  TX/JIM WELLS
 AJ0245  USGS QUAD   -  PREMONT EAST (1963)
 AJ0245
 AJ0245                         *CURRENT SURVEY CONTROL
 AJ0245  ___________________________________________________________________
 AJ0245* NAD 83(1986)-  27 21 36.     (N)    098 07 23.     (W)     SCALED    
 AJ0245* NAVD 88     -        48.743  (meters)     159.92   (feet)  ADJUSTED  
 AJ0245  ___________________________________________________________________
 AJ0245  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AJ0245  DYNAMIC HT  -          48.666 (meters)     159.66  (feet)  COMP
 AJ0245  MODELED GRAV-     979,074.7   (mgal)                       NAVD 88
 AJ0245
 AJ0245  VERT ORDER  -  SECOND    CLASS 0
 AJ0245
 AJ0245.The horizontal coordinates were scaled from a topographic map and have
 AJ0245.an estimated accuracy of +/- 6 seconds.
 AJ0245
 AJ0245.The orthometric height was determined by differential leveling
 AJ0245.and adjusted by the National Geodetic Survey in June 1991..
 AJ0245.WARNING-Repeat measurements at this control monument indicate possible
 AJ0245.vertical movement.
 AJ0245
 AJ0245.The geoid height was determined by GEOID03.
 AJ0245
 AJ0245.The dynamic height is computed by dividing the NAVD 88
 AJ0245.geopotential number by the normal gravity value computed on the
 AJ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0245.degrees latitude (g = 980.6199 gals.).
 AJ0245
 AJ0245.The modeled gravity was interpolated from observed gravity values.
 AJ0245
 AJ0245;                    North         East    Units  Estimated Accuracy
 AJ0245;SPC TX S     - 5,187,660.      337,290.      MT  (+/- 180 meters Scaled)
 AJ0245
 AJ0245                          SUPERSEDED SURVEY CONTROL
 AJ0245
 AJ0245  NGVD 29 (??/??/92)   48.846  (m)          160.26   (f) ADJ UNCH    2 0
 AJ0245
 AJ0245.Superseded values are not recommended for survey control.
 AJ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0245.See file dsdata.txt to determine how the superseded data were derived.
 AJ0245
 AJ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR867266(NAD 83)
 AJ0245_MARKER: DD = SURVEY DISK
 AJ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0245_STAMPING: 1362
 AJ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0245+STABILITY: SURFACE MOTION
 AJ0245
 AJ0245  HISTORY     - Date     Condition        Report By
 AJ0245  HISTORY     - UNK      MONUMENTED       TXGS
 AJ0245  HISTORY     - 1942     GOOD             NGS
 AJ0245  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0245
 AJ0245                          STATION DESCRIPTION
 AJ0245
 AJ0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0245'IN PREMONT.
 AJ0245'BENCH MARK IS ABOUT 135.0 FEET WEST OF THE SOUTHERN PACIFIC RAILROAD
 AJ0245'STATION AT PREMONT, 50.0 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 AJ0245'NO. 281 AND 2.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  A ST.
 AJ0245'STATE SURVEY MARK DISK SET IN CONCRETE POST PROJECTING 0.5 FOOT.
 AJ0245
 AJ0245                          STATION RECOVERY (1962)
 AJ0245
 AJ0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0244 ***********************************************************************
 AJ0244  DESIGNATION -  1363
 AJ0244  PID         -  AJ0244
 AJ0244  STATE/COUNTY-  TX/JIM WELLS
 AJ0244  USGS QUAD   -  PREMONT EAST (1963)
 AJ0244
 AJ0244                         *CURRENT SURVEY CONTROL
 AJ0244  ___________________________________________________________________
 AJ0244* NAD 83(1986)-  27 21 48.     (N)    098 07 21.     (W)     SCALED    
 AJ0244* NAVD 88     -        46.581  (meters)     152.82   (feet)  ADJUSTED  
 AJ0244  ___________________________________________________________________
 AJ0244  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AJ0244  DYNAMIC HT  -          46.508 (meters)     152.59  (feet)  COMP
 AJ0244  MODELED GRAV-     979,075.0   (mgal)                       NAVD 88
 AJ0244
 AJ0244  VERT ORDER  -  SECOND    CLASS 0
 AJ0244
 AJ0244.The horizontal coordinates were scaled from a topographic map and have
 AJ0244.an estimated accuracy of +/- 6 seconds.
 AJ0244
 AJ0244.The orthometric height was determined by differential leveling
 AJ0244.and adjusted by the National Geodetic Survey in June 1991..
 AJ0244
 AJ0244.The geoid height was determined by GEOID03.
 AJ0244
 AJ0244.The dynamic height is computed by dividing the NAVD 88
 AJ0244.geopotential number by the normal gravity value computed on the
 AJ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0244.degrees latitude (g = 980.6199 gals.).
 AJ0244
 AJ0244.The modeled gravity was interpolated from observed gravity values.
 AJ0244
 AJ0244;                    North         East    Units  Estimated Accuracy
 AJ0244;SPC TX S     - 5,188,030.      337,340.      MT  (+/- 180 meters Scaled)
 AJ0244
 AJ0244                          SUPERSEDED SURVEY CONTROL
 AJ0244
 AJ0244  NGVD 29 (??/??/92)   46.685  (m)          153.17   (f) ADJ UNCH    2 0
 AJ0244
 AJ0244.Superseded values are not recommended for survey control.
 AJ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0244.See file dsdata.txt to determine how the superseded data were derived.
 AJ0244
 AJ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR867269(NAD 83)
 AJ0244_MARKER: DD = SURVEY DISK
 AJ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0244_STAMPING: 1363
 AJ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0244+STABILITY: SURFACE MOTION
 AJ0244
 AJ0244  HISTORY     - Date     Condition        Report By
 AJ0244  HISTORY     - UNK      MONUMENTED       TXGS
 AJ0244  HISTORY     - 1942     GOOD             NGS
 AJ0244  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0244
 AJ0244                          STATION DESCRIPTION
 AJ0244
 AJ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0244'0.3 MI N FROM PREMONT.
 AJ0244'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0244'PROCEED 0.3 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE SITE
 AJ0244'OF THE BENCH MARK.  BENCH MARK IS 2 1/2 POLES SOUTH OF MILE POLE NO.
 AJ0244'70, 42.0 FEET WEST OF THE CENTERLINE OF THE TRACKS AND 33.0 FEET EAST
 AJ0244'OF THE CENTERLINE OF STATE HIGHWAY NO. 281.  IT IS 3.0 FEET NORTH OF A
 AJ0244'4X4-INCH WOODEN MARKER POST.  A STD. STATE SURVEY MARK DISK SET IN
 AJ0244'CONCRETE POST PROJECTING 0.4 FOOT.
 AJ0244
 AJ0244                          STATION RECOVERY (1962)
 AJ0244
 AJ0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0242 ***********************************************************************
 AJ0242  DESIGNATION -  1364
 AJ0242  PID         -  AJ0242
 AJ0242  STATE/COUNTY-  TX/JIM WELLS
 AJ0242  USGS QUAD   -  ELLA (1963)
 AJ0242
 AJ0242                         *CURRENT SURVEY CONTROL
 AJ0242  ___________________________________________________________________
 AJ0242* NAD 83(1986)-  27 23 16.     (N)    098 07 09.     (W)     SCALED    
 AJ0242* NAVD 88     -        46.369  (meters)     152.13   (feet)  ADJUSTED  
 AJ0242  ___________________________________________________________________
 AJ0242  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AJ0242  DYNAMIC HT  -          46.296 (meters)     151.89  (feet)  COMP
 AJ0242  MODELED GRAV-     979,076.7   (mgal)                       NAVD 88
 AJ0242
 AJ0242  VERT ORDER  -  SECOND    CLASS 0
 AJ0242
 AJ0242.The horizontal coordinates were scaled from a topographic map and have
 AJ0242.an estimated accuracy of +/- 6 seconds.
 AJ0242
 AJ0242.The orthometric height was determined by differential leveling
 AJ0242.and adjusted by the National Geodetic Survey in June 1991..
 AJ0242
 AJ0242.The geoid height was determined by GEOID03.
 AJ0242
 AJ0242.The dynamic height is computed by dividing the NAVD 88
 AJ0242.geopotential number by the normal gravity value computed on the
 AJ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0242.degrees latitude (g = 980.6199 gals.).
 AJ0242
 AJ0242.The modeled gravity was interpolated from observed gravity values.
 AJ0242
 AJ0242;                    North         East    Units  Estimated Accuracy
 AJ0242;SPC TX S     - 5,190,740.      337,670.      MT  (+/- 180 meters Scaled)
 AJ0242
 AJ0242                          SUPERSEDED SURVEY CONTROL
 AJ0242
 AJ0242  NGVD 29 (??/??/92)   46.468  (m)          152.45   (f) ADJ UNCH    2 0
 AJ0242
 AJ0242.Superseded values are not recommended for survey control.
 AJ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0242.See file dsdata.txt to determine how the superseded data were derived.
 AJ0242
 AJ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR870296(NAD 83)
 AJ0242_MARKER: DB = BENCH MARK DISK
 AJ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0242_STAMPING: 1364
 AJ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0242+STABILITY: SURFACE MOTION
 AJ0242
 AJ0242  HISTORY     - Date     Condition        Report By
 AJ0242  HISTORY     - UNK      MONUMENTED       CGS
 AJ0242  HISTORY     - 1935     GOOD             NGS
 AJ0242
 AJ0242                          STATION DESCRIPTION
 AJ0242
 AJ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AJ0242'2.0 MI N FROM PREMONT.
 AJ0242'2.0 MILES NORTH OF AND ALONG S. P. R. R. 14 YDS. WEST OF CENTER LINE
 AJ0242'OF TRACK.  4 YDS. EAST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0241 ***********************************************************************
 AJ0241  DESIGNATION -  1365
 AJ0241  PID         -  AJ0241
 AJ0241  STATE/COUNTY-  TX/JIM WELLS
 AJ0241  USGS QUAD   -  ELLA (1963)
 AJ0241
 AJ0241                         *CURRENT SURVEY CONTROL
 AJ0241  ___________________________________________________________________
 AJ0241* NAD 83(1986)-  27 23 34.     (N)    098 07 06.     (W)     SCALED    
 AJ0241* NAVD 88     -        48.045  (meters)     157.63   (feet)  ADJUSTED  
 AJ0241  ___________________________________________________________________
 AJ0241  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AJ0241  DYNAMIC HT  -          47.970 (meters)     157.38  (feet)  COMP
 AJ0241  MODELED GRAV-     979,077.0   (mgal)                       NAVD 88
 AJ0241
 AJ0241  VERT ORDER  -  SECOND    CLASS 0
 AJ0241
 AJ0241.The horizontal coordinates were scaled from a topographic map and have
 AJ0241.an estimated accuracy of +/- 6 seconds.
 AJ0241
 AJ0241.The orthometric height was determined by differential leveling
 AJ0241.and adjusted by the National Geodetic Survey in June 1991..
 AJ0241
 AJ0241.The geoid height was determined by GEOID03.
 AJ0241
 AJ0241.The dynamic height is computed by dividing the NAVD 88
 AJ0241.geopotential number by the normal gravity value computed on the
 AJ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0241.degrees latitude (g = 980.6199 gals.).
 AJ0241
 AJ0241.The modeled gravity was interpolated from observed gravity values.
 AJ0241
 AJ0241;                    North         East    Units  Estimated Accuracy
 AJ0241;SPC TX S     - 5,191,300.      337,750.      MT  (+/- 180 meters Scaled)
 AJ0241
 AJ0241                          SUPERSEDED SURVEY CONTROL
 AJ0241
 AJ0241  NGVD 29 (??/??/92)   48.143  (m)          157.95   (f) ADJ UNCH    2 0
 AJ0241
 AJ0241.Superseded values are not recommended for survey control.
 AJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0241.See file dsdata.txt to determine how the superseded data were derived.
 AJ0241
 AJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR871302(NAD 83)
 AJ0241_MARKER: DD = SURVEY DISK
 AJ0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0241_STAMPING: 1365
 AJ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0241+STABILITY: SURFACE MOTION
 AJ0241
 AJ0241  HISTORY     - Date     Condition        Report By
 AJ0241  HISTORY     - UNK      MONUMENTED       TXGS
 AJ0241  HISTORY     - 1942     GOOD             NGS
 AJ0241
 AJ0241                          STATION DESCRIPTION
 AJ0241
 AJ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0241'2.6 MI N FROM PREMONT.
 AJ0241'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0241'PROCEED 2.6 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0241'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 360.0 FEET SOUTH OF MILE
 AJ0241'POST NO. 168, 40.0 FEET WEST OF THE CENTERLINE OF THE TRACKS, 53.0
 AJ0241'FEET EAST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF STATE HIGHWAY
 AJ0241'NO. 281.  IT IS 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  A
 AJ0241'STD. STATE SURVEY MARK DISK SET IN CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0240 ***********************************************************************
 AJ0240  DESIGNATION -  1366
 AJ0240  PID         -  AJ0240
 AJ0240  STATE/COUNTY-  TX/JIM WELLS
 AJ0240  USGS QUAD   -  ELLA (1963)
 AJ0240
 AJ0240                         *CURRENT SURVEY CONTROL
 AJ0240  ___________________________________________________________________
 AJ0240* NAD 83(1986)-  27 24 54.     (N)    098 06 56.     (W)     SCALED    
 AJ0240* NAVD 88     -        45.126  (meters)     148.05   (feet)  ADJUSTED  
 AJ0240  ___________________________________________________________________
 AJ0240  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AJ0240  DYNAMIC HT  -          45.055 (meters)     147.82  (feet)  COMP
 AJ0240  MODELED GRAV-     979,078.4   (mgal)                       NAVD 88
 AJ0240
 AJ0240  VERT ORDER  -  SECOND    CLASS 0
 AJ0240
 AJ0240.The horizontal coordinates were scaled from a topographic map and have
 AJ0240.an estimated accuracy of +/- 6 seconds.
 AJ0240
 AJ0240.The orthometric height was determined by differential leveling
 AJ0240.and adjusted by the National Geodetic Survey in June 1991..
 AJ0240
 AJ0240.The geoid height was determined by GEOID03.
 AJ0240
 AJ0240.The dynamic height is computed by dividing the NAVD 88
 AJ0240.geopotential number by the normal gravity value computed on the
 AJ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0240.degrees latitude (g = 980.6199 gals.).
 AJ0240
 AJ0240.The modeled gravity was interpolated from observed gravity values.
 AJ0240
 AJ0240;                    North         East    Units  Estimated Accuracy
 AJ0240;SPC TX S     - 5,193,760.      338,010.      MT  (+/- 180 meters Scaled)
 AJ0240
 AJ0240                          SUPERSEDED SURVEY CONTROL
 AJ0240
 AJ0240  NGVD 29 (??/??/92)   45.228  (m)          148.39   (f) ADJ UNCH    2 0
 AJ0240
 AJ0240.Superseded values are not recommended for survey control.
 AJ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0240.See file dsdata.txt to determine how the superseded data were derived.
 AJ0240
 AJ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR874327(NAD 83)
 AJ0240_MARKER: DD = SURVEY DISK
 AJ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0240_STAMPING: 1366
 AJ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0240+STABILITY: SURFACE MOTION
 AJ0240
 AJ0240  HISTORY     - Date     Condition        Report By
 AJ0240  HISTORY     - UNK      MONUMENTED       TXGS
 AJ0240  HISTORY     - 1942     GOOD             NGS
 AJ0240
 AJ0240                          STATION DESCRIPTION
 AJ0240
 AJ0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0240'3.9 MI N FROM PREMONT.
 AJ0240'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0240'PROCEED 3.9 MILES NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0240'SITE OF THE BENCH MARK.  BENCH MARK IS 42.0 FEET WEST OF THE
 AJ0240'CENTERLINE OF THE TRACKS, 12.0 FEET EAST OF RIGHT-OF-WAY FENCE.  A
 AJ0240'STD. STATE SURVEY DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0239 ***********************************************************************
 AJ0239  DESIGNATION -  1367
 AJ0239  PID         -  AJ0239
 AJ0239  STATE/COUNTY-  TX/JIM WELLS
 AJ0239  USGS QUAD   -  ELLA (1963)
 AJ0239
 AJ0239                         *CURRENT SURVEY CONTROL
 AJ0239  ___________________________________________________________________
 AJ0239* NAD 83(1993)-  27 25 15.58694(N)    098 06 53.14110(W)     ADJUSTED  
 AJ0239* NAVD 88     -        45.134  (meters)     148.08   (feet)  ADJUSTED  
 AJ0239  ___________________________________________________________________
 AJ0239  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AJ0239  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AJ0239  DYNAMIC HT  -          45.063 (meters)     147.84  (feet)  COMP
 AJ0239  MODELED GRAV-     979,078.8   (mgal)                       NAVD 88
 AJ0239
 AJ0239  HORZ ORDER  -  SECOND
 AJ0239  VERT ORDER  -  SECOND    CLASS 0
 AJ0239
 AJ0239.The horizontal coordinates were established by classical geodetic methods
 AJ0239.and adjusted by the National Geodetic Survey in February 1996..
 AJ0239
 AJ0239.The orthometric height was determined by differential leveling
 AJ0239.and adjusted by the National Geodetic Survey in June 1991..
 AJ0239
 AJ0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ0239
 AJ0239.The geoid height was determined by GEOID03.
 AJ0239
 AJ0239.The dynamic height is computed by dividing the NAVD 88
 AJ0239.geopotential number by the normal gravity value computed on the
 AJ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0239.degrees latitude (g = 980.6199 gals.).
 AJ0239
 AJ0239.The modeled gravity was interpolated from observed gravity values.
 AJ0239
 AJ0239;                    North         East     Units Scale Factor Converg.
 AJ0239;SPC TX S     - 5,194,424.840   338,090.344   MT  0.99992154   +0 10 29.6
 AJ0239;SPC TX S     -17,042,042.16  1,109,218.07   sFT  0.99992154   +0 10 29.6
 AJ0239;UTM  14      - 3,033,377.177   587,501.695   MT  0.99969451   +0 24 27.7
 AJ0239
 AJ0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ0239!SPC TX S     -   0.99999698  x   0.99992154  =   0.99991852
 AJ0239!UTM  14      -   0.99999698  x   0.99969451  =   0.99969149
 AJ0239
 AJ0239                          SUPERSEDED SURVEY CONTROL
 AJ0239
 AJ0239  NAD 83(1986)-  27 25 15.59596(N)    098 06 53.11663(W) AD(       ) 2
 AJ0239  NAD 27      -  27 25 14.45810(N)    098 06 52.10370(W) AD(       ) 2
 AJ0239  NGVD 29 (??/??/92)   45.237  (m)          148.42   (f) ADJ UNCH    2 0
 AJ0239
 AJ0239.Superseded values are not recommended for survey control.
 AJ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0239.See file dsdata.txt to determine how the superseded data were derived.
 AJ0239
 AJ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8750233377(NAD 83)
 AJ0239_MARKER: DD = SURVEY DISK
 AJ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0239_STAMPING: 1367
 AJ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0239+STABILITY: SURFACE MOTION
 AJ0239
 AJ0239  HISTORY     - Date     Condition        Report By
 AJ0239  HISTORY     - 1961     MONUMENTED       CGS
 AJ0239  HISTORY     - 1942     GOOD             NGS
 AJ0239
 AJ0239                          STATION DESCRIPTION
 AJ0239
 AJ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ0239'THE STATION IS APPROXIMATELY 16-1/2 MILES SOUTHWEST OF
 AJ0239'KINGSVILLE, 4 MILES NORTH OF PREMONT, ALONG THE WEST SIDE
 AJ0239'OF A RAILROAD TRACK AND ALONG THE EAST SIDE OF U.S. HIGHWAY
 AJ0239'281.
 AJ0239'
 AJ0239'THE MARK IS A STANDARD TEXAS GEODETIC SURVEY MARK STAMPED
 AJ0239'1367, SET IN A 6-INCH SQUARE CONCRETE POST FLUSH WITH THE
 AJ0239'SURFACE OF THE GROUND.  IT IS 53 FEET EAST OF THE CENTER
 AJ0239'OF U.S. HIGHWAY 281, 35.5 FEET WEST OF THE WEST RAIL AND
 AJ0239'27 FEET NORTH OF A TELEPHONE POLE.
 AJ0239'
 AJ0239'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AJ0239'LAMAR, THE DISTANCE BEING 68.128 METERS (223.52 FEET) NORTHWEST
 AJ0239'OF STATION LAMAR.
 AJ0239
 AJ0239                          STATION RECOVERY (1942)
 AJ0239
 AJ0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AJ0239'4.3 MI N FROM PREMONT.
 AJ0239'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0239'PROCEED 4.3 MILES NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0239'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 165.0 YARDS SOUTH OF MILE
 AJ0239'POLE NO. 66, 39.0 FEET WEST OF THE CENTERLINE OF THE TRACK AND 12.0
 AJ0239'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STD. STATE SURVEY DISK SET IN
 AJ0239'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0237 ***********************************************************************
 AJ0237  DESIGNATION -  1368
 AJ0237  PID         -  AJ0237
 AJ0237  STATE/COUNTY-  TX/JIM WELLS
 AJ0237  USGS QUAD   -  ELLA (1963)
 AJ0237
 AJ0237                         *CURRENT SURVEY CONTROL
 AJ0237  ___________________________________________________________________
 AJ0237* NAD 83(1986)-  27 26 39.     (N)    098 06 41.     (W)     SCALED    
 AJ0237* NAVD 88     -        44.805  (meters)     147.00   (feet)  ADJUSTED  
 AJ0237  ___________________________________________________________________
 AJ0237  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AJ0237  DYNAMIC HT  -          44.735 (meters)     146.77  (feet)  COMP
 AJ0237  MODELED GRAV-     979,080.3   (mgal)                       NAVD 88
 AJ0237
 AJ0237  VERT ORDER  -  SECOND    CLASS 0
 AJ0237
 AJ0237.The horizontal coordinates were scaled from a topographic map and have
 AJ0237.an estimated accuracy of +/- 6 seconds.
 AJ0237
 AJ0237.The orthometric height was determined by differential leveling
 AJ0237.and adjusted by the National Geodetic Survey in June 1991..
 AJ0237
 AJ0237.The geoid height was determined by GEOID03.
 AJ0237
 AJ0237.The dynamic height is computed by dividing the NAVD 88
 AJ0237.geopotential number by the normal gravity value computed on the
 AJ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0237.degrees latitude (g = 980.6199 gals.).
 AJ0237
 AJ0237.The modeled gravity was interpolated from observed gravity values.
 AJ0237
 AJ0237;                    North         East    Units  Estimated Accuracy
 AJ0237;SPC TX S     - 5,196,990.      338,420.      MT  (+/- 180 meters Scaled)
 AJ0237
 AJ0237                          SUPERSEDED SURVEY CONTROL
 AJ0237
 AJ0237  NGVD 29 (??/??/92)   44.910  (m)          147.34   (f) ADJ UNCH    2 0
 AJ0237
 AJ0237.Superseded values are not recommended for survey control.
 AJ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0237.See file dsdata.txt to determine how the superseded data were derived.
 AJ0237
 AJ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR878359(NAD 83)
 AJ0237_MARKER: DD = SURVEY DISK
 AJ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0237_STAMPING: 1368
 AJ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0237+STABILITY: SURFACE MOTION
 AJ0237
 AJ0237  HISTORY     - Date     Condition        Report By
 AJ0237  HISTORY     - UNK      MONUMENTED       TXGS
 AJ0237  HISTORY     - 1942     GOOD             NGS
 AJ0237
 AJ0237                          STATION DESCRIPTION
 AJ0237
 AJ0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0237'5.9 MI N FROM PREMONT.
 AJ0237'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0237'PROCEED 5.9 MILES NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0237'SITE OF THE BENCH MARK.  BENCH MARK IS 30.0 FEET WEST OF THE
 AJ0237'CENTERLINE OF THE TRACKS, 18.0 FEET EAST OF THE RIGHT-OF-WAY FENCE AND
 AJ0237'3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  A STD. STATE SURVEY
 AJ0237'DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0236 ***********************************************************************
 AJ0236  DESIGNATION -  1369
 AJ0236  PID         -  AJ0236
 AJ0236  STATE/COUNTY-  TX/JIM WELLS
 AJ0236  USGS QUAD   -  ELLA (1963)
 AJ0236
 AJ0236                         *CURRENT SURVEY CONTROL
 AJ0236  ___________________________________________________________________
 AJ0236* NAD 83(1986)-  27 27 04.     (N)    098 06 38.     (W)     SCALED    
 AJ0236* NAVD 88     -        45.366  (meters)     148.84   (feet)  ADJUSTED  
 AJ0236  ___________________________________________________________________
 AJ0236  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AJ0236  DYNAMIC HT  -          45.295 (meters)     148.61  (feet)  COMP
 AJ0236  MODELED GRAV-     979,080.7   (mgal)                       NAVD 88
 AJ0236
 AJ0236  VERT ORDER  -  SECOND    CLASS 0
 AJ0236
 AJ0236.The horizontal coordinates were scaled from a topographic map and have
 AJ0236.an estimated accuracy of +/- 6 seconds.
 AJ0236
 AJ0236.The orthometric height was determined by differential leveling
 AJ0236.and adjusted by the National Geodetic Survey in June 1991..
 AJ0236
 AJ0236.The geoid height was determined by GEOID03.
 AJ0236
 AJ0236.The dynamic height is computed by dividing the NAVD 88
 AJ0236.geopotential number by the normal gravity value computed on the
 AJ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0236.degrees latitude (g = 980.6199 gals.).
 AJ0236
 AJ0236.The modeled gravity was interpolated from observed gravity values.
 AJ0236
 AJ0236;                    North         East    Units  Estimated Accuracy
 AJ0236;SPC TX S     - 5,197,760.      338,500.      MT  (+/- 180 meters Scaled)
 AJ0236
 AJ0236                          SUPERSEDED SURVEY CONTROL
 AJ0236
 AJ0236  NGVD 29 (??/??/92)   45.470  (m)          149.18   (f) ADJ UNCH    2 0
 AJ0236
 AJ0236.Superseded values are not recommended for survey control.
 AJ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0236.See file dsdata.txt to determine how the superseded data were derived.
 AJ0236
 AJ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR878367(NAD 83)
 AJ0236_MARKER: DD = SURVEY DISK
 AJ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0236_STAMPING: 1369
 AJ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0236+STABILITY: SURFACE MOTION
 AJ0236
 AJ0236  HISTORY     - Date     Condition        Report By
 AJ0236  HISTORY     - UNK      MONUMENTED       TXGS
 AJ0236  HISTORY     - 1942     GOOD             NGS
 AJ0236
 AJ0236                          STATION DESCRIPTION
 AJ0236
 AJ0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0236'6.4 MI N FROM PREMONT.
 AJ0236'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0236'PROCEED 6.4 MILES NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0236'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 29.0 YARDS SOUTH OF MILE
 AJ0236'POLE NO. 64, 39.0 FEET WEST OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE
 AJ0236'OF THE TRACKS AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. A
 AJ0236'STD. STATE SURVEY DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0690 ***********************************************************************
 CE0690  DESIGNATION -  137
 CE0690  PID         -  CE0690
 CE0690  STATE/COUNTY-  TX/EL PASO
 CE0690  USGS QUAD   -  SMELTERTOWN (1994)
 CE0690
 CE0690                         *CURRENT SURVEY CONTROL
 CE0690  ___________________________________________________________________
 CE0690* NAD 83(1993)-  31 51 12.06934(N)    106 34 24.64496(W)     ADJUSTED  
 CE0690* NAVD 88     -      1176.80   (+/-2cm)    3860.9    (feet)  VERTCON   
 CE0690  ___________________________________________________________________
 CE0690  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CE0690  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0690
 CE0690  HORZ ORDER  -  SECOND
 CE0690  VERT ORDER  -  THIRD ? (See Below)
 CE0690
 CE0690.The horizontal coordinates were established by classical geodetic methods
 CE0690.and adjusted by the National Geodetic Survey in February 1996..
 CE0690
 CE0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0690.The vertical order pertains to the NGVD 29 superseded value.
 CE0690
 CE0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0690
 CE0690.The geoid height was determined by GEOID03.
 CE0690
 CE0690;                    North         East     Units Scale Factor Converg.
 CE0690;SPC TX C     - 3,258,976.305   109,723.655   MT  0.99999208   -3 12 50.6
 CE0690;SPC TX C     -10,692,158.09    359,985.02   sFT  0.99999208   -3 12 50.6
 CE0690;UTM  13      - 3,525,260.122   351,128.911   MT  0.99987333   -0 49 50.0
 CE0690
 CE0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0690!SPC TX C     -   0.99981901  x   0.99999208  =   0.99981109
 CE0690!UTM  13      -   0.99981901  x   0.99987333  =   0.99969236
 CE0690
 CE0690:                Primary Azimuth Mark                     Grid Az
 CE0690:SPC TX C     -  NW ELP 3                                 052 48 33.3
 CE0690:UTM  13      -  NW ELP 3                                 050 25 32.7
 CE0690
 CE0690|---------------------------------------------------------------------|
 CE0690| PID    Reference Object                     Distance      Geod. Az  |
 CE0690|                                                           dddmmss.s |
 CE0690| CE0688 NW ELP 3                            APPROX. 1.4 KM 0493542.7 |
 CE0690| CE0622 EL PASO TV TOWER KCIK               APPROX. 9.0 KM 1180024.9 |
 CE0690|---------------------------------------------------------------------|
 CE0690
 CE0690                          SUPERSEDED SURVEY CONTROL
 CE0690
 CE0690  NAD 83(1993)-  31 51 12.06977(N)    106 34 24.64466(W) AD(       ) 2
 CE0690  NAD 83(1986)-  31 51 12.07349(N)    106 34 24.64462(W) AD(       ) 2
 CE0690  NAD 27      -  31 51 11.70138(N)    106 34 22.68687(W) AD(       ) 2
 CE0690  NGVD 29 (07/19/86) 1176.28   (m)         3859.2    (f) LEVELING    3  
 CE0690
 CE0690.Superseded values are not recommended for survey control.
 CE0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0690.See file dsdata.txt to determine how the superseded data were derived.
 CE0690
 CE0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5112925260(NAD 83)
 CE0690_MARKER: DB = BENCH MARK DISK
 CE0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0690+STABILITY: SURFACE MOTION
 CE0690
 CE0690  HISTORY     - Date     Condition        Report By
 CE0690  HISTORY     - 1981     MONUMENTED       TXHD
 CE0690  HISTORY     - 19920430 MARK NOT FOUND   USGS
 CE0690
 CE0690                          STATION DESCRIPTION
 CE0690
 CE0690'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1981 (DCF)
 CE0690'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) NORTHWEST OF
 CE0690'THE INTERNATIONAL AIRPORT, 9.6 KM (6 MI) SOUTHWEST OF NORTH
 CE0690'FRANKLIN MOUNTAIN, AND 0.2 KM (0.1 MI) EAST OF INTERSTATE
 CE0690'HIGHWAY 10.
 CE0690'OWNERSHIP--STATE OF TEXAS, DEPARTMENT OF HIGHWAYS AND
 CE0690'PUBLIC TRANSPORTATION, MR. LYLE D. SCARBROUGH, DESIGN
 CE0690'ENGINEER, 212 NORTH CLARK, EL PASO, TX 79915,
 CE0690'TELEPHONE NUMBER 915-778-4254.
 CE0690'
 CE0690'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0690'HIGHWAY 10 AND MESA STREET (BUSINESS HIGHWAY 80) AT THE
 CE0690'NORTHWEST EDGE OF EL PASO, GO NORTH ON THE FRONTAGE ROAD
 CE0690'ALONG THE EAST SIDE OF THE INTERSTATE HIGHWAY 10 FOR 1.8 KM
 CE0690'(1.1 MI) TO A STOP SIGN AT A CROSSROAD (THORN DRIVE).
 CE0690'CONTINUE AHEAD FOR 61 METERS (200 FEET) TO THE STATION
 CE0690'ON THE RIGHT.
 CE0690'
 CE0690'THE STATION IS A STANDARD TXHD BENCH MARK DISK
 CE0690'STAMPED---BM 137---,
 CE0690'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0690'FLUSH WITH GROUND.  IT IS LOCATED
 CE0690'59.0 METERS (194 FT) NORTH FROM THE CENTER OF THORN DRIVE,
 CE0690'9.5 METERS (31.2 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 CE0690'FRONTAGE ROAD, AND
 CE0690'0.5 METER (1.6 FT) SOUTH FROM A WOODEN WITNESS POST.
 CE0690'
 CE0690'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CE0690
 CE0690                          STATION RECOVERY (1992)
 CE0690
 CE0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1465 ***********************************************************************
 AH1465  DESIGNATION -  137 USE 1939
 AH1465  PID         -  AH1465
 AH1465  STATE/COUNTY-  TX/KENEDY
 AH1465  USGS QUAD   -  POINT OF ROCKS (1975)
 AH1465
 AH1465                         *CURRENT SURVEY CONTROL
 AH1465  ___________________________________________________________________
 AH1465* NAD 83(1993)-  27 15 41.22993(N)    097 25 46.15382(W)     ADJUSTED  
 AH1465* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1465  ___________________________________________________________________
 AH1465  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AH1465  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AH1465
 AH1465  HORZ ORDER  -  THIRD
 AH1465
 AH1465.The horizontal coordinates were established by classical geodetic methods
 AH1465.and adjusted by the National Geodetic Survey in February 1996..
 AH1465
 AH1465.The orthometric height was scaled from a topographic map.
 AH1465
 AH1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1465
 AH1465.The geoid height was determined by GEOID03.
 AH1465
 AH1465;                    North         East     Units Scale Factor Converg.
 AH1465;SPC TX S     - 5,177,138.956   405,995.463   MT  0.99990507   +0 29 09.7
 AH1465;SPC TX S     -16,985,330.06  1,332,003.45   sFT  0.99990507   +0 29 09.7
 AH1465;UTM  14      - 3,016,370.227   655,468.125   MT  0.99989837   +0 43 10.3
 AH1465
 AH1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1465!SPC TX S     -   1.00000362  x   0.99990507  =   0.99990869
 AH1465!UTM  14      -   1.00000362  x   0.99989837  =   0.99990199
 AH1465
 AH1465:                Primary Azimuth Mark                     Grid Az
 AH1465:SPC TX S     -  CORPUS CHRI PORT ISABEL LT 95            023 41 45.9
 AH1465:UTM  14      -  CORPUS CHRI PORT ISABEL LT 95            023 27 45.3
 AH1465
 AH1465|---------------------------------------------------------------------|
 AH1465| PID    Reference Object                     Distance      Geod. Az  |
 AH1465|                                                           dddmmss.s |
 AH1465| AH1469 CORPUS CHRI PORT ISABEL LT 95       APPROX. 9.4 KM 0241055.6 |
 AH1465| AH1456 CORPUS CHRI PORT ISABEL LT 103      APPROX. 6.1 KM 0254410.4 |
 AH1465| AH1459 CORPUS CHRI PORT ISABEL LT 115      APPROX. 3.7 KM 0353121.4 |
 AH1465| AH1462 CORPUS CHRI PORT ISABEL LT 127      APPROX. 1.7 KM 0771230.7 |
 AH1465| AH1460 GRIFFINS POINT 4                    APPROX. 0.9 KM 2764818.3 |
 AH1465|---------------------------------------------------------------------|
 AH1465
 AH1465                          SUPERSEDED SURVEY CONTROL
 AH1465
 AH1465  NAD 83(1986)-  27 15 41.24766(N)    097 25 46.13014(W) AD(       ) 3
 AH1465  NAD 27      -  27 15 40.09100(N)    097 25 45.17700(W) AD(       ) 3
 AH1465
 AH1465.Superseded values are not recommended for survey control.
 AH1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1465.See file dsdata.txt to determine how the superseded data were derived.
 AH1465
 AH1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5546816370(NAD 83)
 AH1465_MARKER: DD = SURVEY DISK
 AH1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1465+STABILITY: SURFACE MOTION
 AH1465
 AH1465  HISTORY     - Date     Condition        Report By
 AH1465  HISTORY     - 1939     MONUMENTED       USE
 AH1465  HISTORY     - 1949     GOOD             CGS
 AH1465  HISTORY     - 1969     GOOD             CGS
 AH1465
 AH1465                          STATION DESCRIPTION
 AH1465
 AH1465'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AH1465'LOCATED ON POINT PENESCAL ON KENEDY RANCH ABOUT 700 YARDS
 AH1465'W OF THE W SHORE OF LAGUNA MADRE, ABOUT 200 YARDS S OF THE S
 AH1465'SHORE OF BAFFIN BAY ON SMALL GRASS-COVERED RIDGE ABOUT 10
 AH1465'FEET ABOVE WATER LEVEL AND ABOUT 0.6 MILE E OF STATION GRIFFINS
 AH1465'POINT 3.
 AH1465'
 AH1465'STATION IS MARKED BY A STANDARD U.S.E.D., GALVESTON OFFICE,
 AH1465'DISK STAMPED 137 SET IN A CONCRETE POST PROJECTING ABOUT 2
 AH1465'INCHES ABOVE GROUND.
 AH1465'
 AH1465'STATION CAN BE REACHED BY BOAT FROM BAFFIN BAY OR BY FOOT
 AH1465'FROM GRIFFINS POINT 3.  AN INTERSECTION STATION.
 AH1465
 AH1465                          STATION RECOVERY (1949)
 AH1465
 AH1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1465'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AH1465'FOLLOWS--
 AH1465'
 AH1465'STATION IS LOCATED ON KENEDY RANCH 23 MILES E OF SARITA,
 AH1465'ALONG THE S SHORE OF BAFFIN BAY, 0.6 MILE W OF POINT PENASCAL.
 AH1465'
 AH1465'TO REACH STATION FROM SARITA, GO DUE E 5.7 MILES ALONG GRADED
 AH1465'DIRT ROAD THROUGH LOCKED GATE TO FORK W OF MAIN KENEDY RANCH
 AH1465'HOUSE, TAKE LEFT AND CONTINUE ALONG GRADED DIRT ROAD 4.8
 AH1465'MILES NE THROUGH SEVERAL GATES TO S SHORE OF BAFFIN BAY NEAR
 AH1465'HOUSE AND PIER JUST S OF PASADISO 1912, TURN E AND FOLLOW
 AH1465'BAY SHORE ROAD 10.5 MILES THROUGH ANOTHER LOCKED GATE AND PAST
 AH1465'CRAWFORD 2 1912 TO PENASCAL 2 1912 AND INLET IN SHORELINE TO
 AH1465'LARGE SALT POND.  FROM THIS POINT, THE BEACH CAN BE DRIVEN
 AH1465'IN DRY WEATHER IN 4-WHEEL DRIVE VEHICLE 3.6 MILES FARTHER
 AH1465'TO THE STATION.  IN WET WEATHER, OR WITH 2-WHEEL DRIVE
 AH1465'VEHICLES, IT IS NECESSARY TO DETOUR TO THE S AROUND SEVERAL
 AH1465'LARGE PONDS.  (MILEAGE COULD NOT BE CHECKED VIA INDEFINITE
 AH1465'DETOUR.) APPROXIMATELY 2,800 FEET E OF MOST E POINT
 AH1465'ALONG MEAN HIGH-WATER LINE OF LAGUNA MADRE, APPROXIMATELY 650
 AH1465'FEET S OF THE MEAN HIGH-WATER LINE OF BAFFIN BAY,
 AH1465'APPROXIMATELY 350 FEET S OF A POND, APPROXIMATELY 2,300
 AH1465'FEET E OF THE E EDGE OF A LARGE SAND DUNE ALONG THE S
 AH1465'SHORE OF BAY, ALONG A GRASS-COVERED RIDGE ABOUT 9 FEET
 AH1465'ABOVE THE WATER, AND 3 FEET E OF A WITNESS POST.
 AH1465'
 AH1465'STATION MARK IS A U.S.E., GALVESTON OFFICE, DISK STAMPED 137
 AH1465'SET IN THE TOP OF A 12-INCH-DIAMETER CONCRETE MONUMENT PROJECTING
 AH1465'3 INCHES.
 AH1465'
 AH1465'THIS IS B.M. NO. 137 (STATION 186+002.62 OF U.S.E. 1931-32
 AH1465'REFERENCE LINE SURVEY FOR THE INTRACOASTAL WATERWAY.
 AH1465'
 AH1465'NOTE--KEYS FOR THE LOCKED GATES MAY BE OBTAINED FROM RANCH
 AH1465'OFFICIALS IN SARITA.
 AH1465
 AH1465                          STATION RECOVERY (1969)
 AH1465
 AH1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1465'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 AH1465'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AH1465'
 AH1465'THE STATION IS LOCATED ON POINT PENESCAL, ON KENEDY RANCH,
 AH1465'ABOUT 700 YARDS WEST OF THE WEST SHORE OF LAGUNA MADRE, ABOUT
 AH1465'400 FEET SOUTH OF THE SOUTH SHORE OF BAFFIN BAY, ON THE NORTHERLY
 AH1465'SLOPE OF A SMALL EAST-WEST RIDGE AND 0.6 MILE EAST OF SOME
 AH1465'PROMINENT SAND DUNES.  IT IS 42 FEET NORTH OF THE APPROXIMATE
 AH1465'CENTERLINE OF A DIM TRACK ROAD AND 1-1/2 FEET SOUTH OF A
 AH1465'STEEL WITNESS POST.  THE MARK IS A STANDARD (USE) DISK STAMPED
 AH1465'137, SET IN TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 AH1465'
 AH1465'TO REACH THE STATION FROM THE POST OFFICE IN SARITA, GO EAST
 AH1465'FOR 0.15 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON
 AH1465'U.S. HIGHWAY 77 FOR 4.7 MILES TO A SIDEROAD LEFT AND A
 AH1465'MANNED GATE-HOUSE ON THE LEFT.  TURN LEFT, THROUGH THE GATE,
 AH1465'AND MAKE NO TURNS OFF THE EAST-WEST ROAD FOR APPROXIMATELY
 AH1465'23 MILES TO THE LAGUNA MADRE SHORELINE.  CURVE LEFT ON THE MAIN
 AH1465'ROAD AND GO NORTH FOR 0.75 MILE TO A FORK.  TAKE THE RIGHT
 AH1465'FORK AND GO NORTH ON A SANDY TRACK ROAD FOR 0.65 MILE TO
 AH1465'TRIANGULATION STATION SALT 1913 REFERENCE MARK ON THE LEFT.
 AH1465'CONTINUE NORTH ON THE TRACK ROAD FOR 3.95 MILES.  TURN LEFT
 AH1465'AND GO WEST ON A DIM TRACK ROAD (ABOUT 0.15 MILE BEFORE
 AH1465'REACHING PENESCAL POINT) FOR 0.4 MILE TO THE STATION ON THE
 AH1465'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0234 ***********************************************************************
 AJ0234  DESIGNATION -  1370
 AJ0234  PID         -  AJ0234
 AJ0234  STATE/COUNTY-  TX/JIM WELLS
 AJ0234  USGS QUAD   -  ELLA (1963)
 AJ0234
 AJ0234                         *CURRENT SURVEY CONTROL
 AJ0234  ___________________________________________________________________
 AJ0234* NAD 83(1986)-  27 28 35.     (N)    098 06 25.     (W)     SCALED    
 AJ0234* NAVD 88     -        48.237  (meters)     158.26   (feet)  ADJUSTED  
 AJ0234  ___________________________________________________________________
 AJ0234  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AJ0234  DYNAMIC HT  -          48.161 (meters)     158.01  (feet)  COMP
 AJ0234  MODELED GRAV-     979,082.2   (mgal)                       NAVD 88
 AJ0234
 AJ0234  VERT ORDER  -  SECOND    CLASS 0
 AJ0234
 AJ0234.The horizontal coordinates were scaled from a topographic map and have
 AJ0234.an estimated accuracy of +/- 6 seconds.
 AJ0234
 AJ0234.The orthometric height was determined by differential leveling
 AJ0234.and adjusted by the National Geodetic Survey in June 1991..
 AJ0234
 AJ0234.The geoid height was determined by GEOID03.
 AJ0234
 AJ0234.The dynamic height is computed by dividing the NAVD 88
 AJ0234.geopotential number by the normal gravity value computed on the
 AJ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0234.degrees latitude (g = 980.6199 gals.).
 AJ0234
 AJ0234.The modeled gravity was interpolated from observed gravity values.
 AJ0234
 AJ0234;                    North         East    Units  Estimated Accuracy
 AJ0234;SPC TX S     - 5,200,570.      338,840.      MT  (+/- 180 meters Scaled)
 AJ0234
 AJ0234                          SUPERSEDED SURVEY CONTROL
 AJ0234
 AJ0234  NGVD 29 (??/??/92)   48.337  (m)          158.59   (f) ADJ UNCH    2 0
 AJ0234
 AJ0234.Superseded values are not recommended for survey control.
 AJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0234.See file dsdata.txt to determine how the superseded data were derived.
 AJ0234
 AJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR882395(NAD 83)
 AJ0234_MARKER: DD = SURVEY DISK
 AJ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0234_STAMPING: 1370
 AJ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0234+STABILITY: SURFACE MOTION
 AJ0234
 AJ0234  HISTORY     - Date     Condition        Report By
 AJ0234  HISTORY     - UNK      MONUMENTED       TXGS
 AJ0234  HISTORY     - 1942     GOOD             NGS
 AJ0234
 AJ0234                          STATION DESCRIPTION
 AJ0234
 AJ0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0234'8.2 MI N FROM PREMONT.
 AJ0234'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0234'PROCEED 8.2 MILES NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0234'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE NORTH OF ELLA,
 AJ0234'36.0 FEET WEST OF THE CENTERLINE OF THE TRACK AND 12.0 FEET EAST OF
 AJ0234'THE RIGHT-OF-WAY FENCE.  A STD. STATE SURVEY DISK SET IN CONCRETE
 AJ0234'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0231 ***********************************************************************
 AJ0231  DESIGNATION -  1372
 AJ0231  PID         -  AJ0231
 AJ0231  STATE/COUNTY-  TX/JIM WELLS
 AJ0231  USGS QUAD   -  ELLA (1963)
 AJ0231
 AJ0231                         *CURRENT SURVEY CONTROL
 AJ0231  ___________________________________________________________________
 AJ0231* NAD 83(1986)-  27 29 57.     (N)    098 06 14.     (W)     SCALED    
 AJ0231* NAVD 88     -        49.650  (meters)     162.89   (feet)  ADJUSTED  
 AJ0231  ___________________________________________________________________
 AJ0231  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AJ0231  DYNAMIC HT  -          49.573 (meters)     162.64  (feet)  COMP
 AJ0231  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 AJ0231
 AJ0231  VERT ORDER  -  SECOND    CLASS 0
 AJ0231
 AJ0231.The horizontal coordinates were scaled from a topographic map and have
 AJ0231.an estimated accuracy of +/- 6 seconds.
 AJ0231
 AJ0231.The orthometric height was determined by differential leveling
 AJ0231.and adjusted by the National Geodetic Survey in June 1991..
 AJ0231
 AJ0231.The geoid height was determined by GEOID03.
 AJ0231
 AJ0231.The dynamic height is computed by dividing the NAVD 88
 AJ0231.geopotential number by the normal gravity value computed on the
 AJ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0231.degrees latitude (g = 980.6199 gals.).
 AJ0231
 AJ0231.The modeled gravity was interpolated from observed gravity values.
 AJ0231
 AJ0231;                    North         East    Units  Estimated Accuracy
 AJ0231;SPC TX S     - 5,203,090.      339,140.      MT  (+/- 180 meters Scaled)
 AJ0231
 AJ0231                          SUPERSEDED SURVEY CONTROL
 AJ0231
 AJ0231  NGVD 29 (??/??/92)   49.750  (m)          163.22   (f) ADJ UNCH    2 0
 AJ0231
 AJ0231.Superseded values are not recommended for survey control.
 AJ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0231.See file dsdata.txt to determine how the superseded data were derived.
 AJ0231
 AJ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR885420(NAD 83)
 AJ0231_MARKER: DB = BENCH MARK DISK
 AJ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0231_STAMPING: 1372
 AJ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0231+STABILITY: SURFACE MOTION
 AJ0231
 AJ0231  HISTORY     - Date     Condition        Report By
 AJ0231  HISTORY     - UNK      MONUMENTED       CGS
 AJ0231  HISTORY     - 1935     GOOD             NGS
 AJ0231  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0231
 AJ0231                          STATION DESCRIPTION
 AJ0231
 AJ0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AJ0231'9.8 MI N FROM PREMONT.
 AJ0231'9.8 MILES NORTH OF AND ALONG S. P. R. R. 12 YDS. WEST OF CENTER LINE
 AJ0231'OF TRACK.  4 YDS. EAST OF RIGHT OF WAY FENCE.
 AJ0231
 AJ0231                          STATION RECOVERY (1962)
 AJ0231
 AJ0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0089 ***********************************************************************
 EM0089  DESIGNATION -  137.29
 EM0089  PID         -  EM0089
 EM0089  STATE/COUNTY-  TX/WICHITA
 EM0089  USGS QUAD   -  SUNSHINE HILL (1972)
 EM0089
 EM0089                         *CURRENT SURVEY CONTROL
 EM0089  ___________________________________________________________________
 EM0089* NAD 83(1986)-  34 00 31.     (N)    098 52 18.     (W)     SCALED    
 EM0089* NAVD 88     -       338.583  (meters)    1110.83   (feet)  ADJUSTED  
 EM0089  ___________________________________________________________________
 EM0089  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 EM0089  DYNAMIC HT  -         338.209 (meters)    1109.61  (feet)  COMP
 EM0089  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 EM0089
 EM0089  VERT ORDER  -  FIRST     CLASS II
 EM0089
 EM0089.The horizontal coordinates were scaled from a topographic map and have
 EM0089.an estimated accuracy of +/- 6 seconds.
 EM0089
 EM0089.The orthometric height was determined by differential leveling
 EM0089.and adjusted by the National Geodetic Survey in June 1991..
 EM0089
 EM0089.The geoid height was determined by GEOID03.
 EM0089
 EM0089.The dynamic height is computed by dividing the NAVD 88
 EM0089.geopotential number by the normal gravity value computed on the
 EM0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0089.degrees latitude (g = 980.6199 gals.).
 EM0089
 EM0089.The modeled gravity was interpolated from observed gravity values.
 EM0089
 EM0089;                    North         East    Units  Estimated Accuracy
 EM0089;SPC TXNC     - 2,259,770.      565,670.      MT  (+/- 180 meters Scaled)
 EM0089
 EM0089                          SUPERSEDED SURVEY CONTROL
 EM0089
 EM0089  NGVD 29 (??/??/92)  338.508  (m)         1110.59   (f) ADJ UNCH    1 2
 EM0089
 EM0089.Superseded values are not recommended for survey control.
 EM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0089.See file dsdata.txt to determine how the superseded data were derived.
 EM0089
 EM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC118631(NAD 83)
 EM0089_MARKER: Q = CHISELED SQUARE
 EM0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0089_SP_SET: BRIDGE
 EM0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0089
 EM0089  HISTORY     - Date     Condition        Report By
 EM0089  HISTORY     - UNK      MONUMENTED       BNRR
 EM0089  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0089
 EM0089                          STATION DESCRIPTION
 EM0089
 EM0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0089'3.0 MI SE FROM ELECTRA.
 EM0089'3.0 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0089'ELECTRA, WICHITA COUNTY, AT BRIDGE 137.29, AND ON THE SOUTHWEST CORNER
 EM0089'OF THE SOUTH PARAPET WALL.  A CHISELED SQUARE.  NOTE-- THE CONCRETE
 EM0089'WALL OF THE BRIDGE HAS BEEN COVERED WITH A WOODEN BEAM MAKING RECOVERY
 EM0089'IMPOSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0087 ***********************************************************************
 AJ0087  DESIGNATION -  1374
 AJ0087  PID         -  AJ0087
 AJ0087  STATE/COUNTY-  TX/JIM WELLS
 AJ0087  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0087
 AJ0087                         *CURRENT SURVEY CONTROL
 AJ0087  ___________________________________________________________________
 AJ0087* NAD 83(1986)-  27 31 54.     (N)    098 05 59.     (W)     SCALED    
 AJ0087* NAVD 88     -        51.474  (meters)     168.88   (feet)  ADJUSTED  
 AJ0087  ___________________________________________________________________
 AJ0087  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AJ0087  DYNAMIC HT  -          51.394 (meters)     168.62  (feet)  COMP
 AJ0087  MODELED GRAV-     979,084.5   (mgal)                       NAVD 88
 AJ0087
 AJ0087  VERT ORDER  -  SECOND    CLASS 0
 AJ0087
 AJ0087.The horizontal coordinates were scaled from a topographic map and have
 AJ0087.an estimated accuracy of +/- 6 seconds.
 AJ0087
 AJ0087.The orthometric height was determined by differential leveling
 AJ0087.and adjusted by the National Geodetic Survey in June 1991..
 AJ0087
 AJ0087.The geoid height was determined by GEOID03.
 AJ0087
 AJ0087.The dynamic height is computed by dividing the NAVD 88
 AJ0087.geopotential number by the normal gravity value computed on the
 AJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0087.degrees latitude (g = 980.6199 gals.).
 AJ0087
 AJ0087.The modeled gravity was interpolated from observed gravity values.
 AJ0087
 AJ0087;                    North         East    Units  Estimated Accuracy
 AJ0087;SPC TX S     - 5,206,690.      339,540.      MT  (+/- 180 meters Scaled)
 AJ0087
 AJ0087                          SUPERSEDED SURVEY CONTROL
 AJ0087
 AJ0087  NGVD 29 (??/??/92)   51.573  (m)          169.20   (f) ADJ UNCH    2 0
 AJ0087
 AJ0087.Superseded values are not recommended for survey control.
 AJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0087.See file dsdata.txt to determine how the superseded data were derived.
 AJ0087
 AJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR888456(NAD 83)
 AJ0087_MARKER: DB = BENCH MARK DISK
 AJ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0087_STAMPING: 1374
 AJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0087+STABILITY: SURFACE MOTION
 AJ0087
 AJ0087  HISTORY     - Date     Condition        Report By
 AJ0087  HISTORY     - UNK      MONUMENTED       CGS
 AJ0087  HISTORY     - 1935     GOOD             NGS
 AJ0087
 AJ0087                          STATION DESCRIPTION
 AJ0087
 AJ0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AJ0087'12.0 MI N FROM PREMONT.
 AJ0087'12.0 MILES NORTH OF AND ALONG S. P. R. R. 11 YDS. WEST OF CENTER LINE
 AJ0087'OF TRACK.  5 YDS. EAST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0087 ***********************************************************************
 EM0087  DESIGNATION -  137.62
 EM0087  PID         -  EM0087
 EM0087  STATE/COUNTY-  TX/WICHITA
 EM0087  USGS QUAD   -  ELECTRA (1991)
 EM0087
 EM0087                         *CURRENT SURVEY CONTROL
 EM0087  ___________________________________________________________________
 EM0087* NAD 83(1986)-  34 00 36.     (N)    098 52 35.     (W)     SCALED    
 EM0087* NAVD 88     -       340.440  (meters)    1116.93   (feet)  ADJUSTED  
 EM0087  ___________________________________________________________________
 EM0087  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 EM0087  DYNAMIC HT  -         340.064 (meters)    1115.69  (feet)  COMP
 EM0087  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 EM0087
 EM0087  VERT ORDER  -  FIRST     CLASS II
 EM0087
 EM0087.The horizontal coordinates were scaled from a topographic map and have
 EM0087.an estimated accuracy of +/- 6 seconds.
 EM0087
 EM0087.The orthometric height was determined by differential leveling
 EM0087.and adjusted by the National Geodetic Survey in June 1991..
 EM0087
 EM0087.The geoid height was determined by GEOID03.
 EM0087
 EM0087.The dynamic height is computed by dividing the NAVD 88
 EM0087.geopotential number by the normal gravity value computed on the
 EM0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0087.degrees latitude (g = 980.6199 gals.).
 EM0087
 EM0087.The modeled gravity was interpolated from observed gravity values.
 EM0087
 EM0087;                    North         East    Units  Estimated Accuracy
 EM0087;SPC TXNC     - 2,259,930.      565,230.      MT  (+/- 180 meters Scaled)
 EM0087
 EM0087                          SUPERSEDED SURVEY CONTROL
 EM0087
 EM0087  NGVD 29 (??/??/92)  340.366  (m)         1116.68   (f) ADJ UNCH    1 2
 EM0087
 EM0087.Superseded values are not recommended for survey control.
 EM0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0087.See file dsdata.txt to determine how the superseded data were derived.
 EM0087
 EM0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC114632(NAD 83)
 EM0087_MARKER: Q = CHISELED SQUARE
 EM0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0087_SP_SET: BRIDGE
 EM0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0087
 EM0087  HISTORY     - Date     Condition        Report By
 EM0087  HISTORY     - UNK      MONUMENTED       BNRR
 EM0087  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0087  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 EM0087
 EM0087                          STATION DESCRIPTION
 EM0087
 EM0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0087'2.7 MI SE FROM ELECTRA.
 EM0087'2.7 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0087'ELECTRA, WICHITA COUNTY, AT BRIDGE 137.62, AND ON THE SOUTHWEST CORNER
 EM0087'OF THE SOUTH PARAPET WALL.  A CHISELED SQUARE.  NOTE-- THE CHISELED
 EM0087'SQUARE COULD NOT BE IDNETIFIED.
 EM0087
 EM0087                          STATION RECOVERY (2001)
 EM0087
 EM0087'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0342 ***********************************************************************
 BL0342  DESIGNATION -  138
 BL0342  PID         -  BL0342
 BL0342  STATE/COUNTY-  TX/HARDIN
 BL0342  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0342
 BL0342                         *CURRENT SURVEY CONTROL
 BL0342  ___________________________________________________________________
 BL0342* NAD 83(1986)-  30 23 21.     (N)    094 24 07.     (W)     SCALED    
 BL0342* NAVD 88     -        28.77   (+/-2cm)      94.4    (feet)  VERTCON   
 BL0342  ___________________________________________________________________
 BL0342  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0342
 BL0342  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0342
 BL0342.The horizontal coordinates were scaled from a topographic map and have
 BL0342.an estimated accuracy of +/- 6 seconds.
 BL0342
 BL0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0342.The vertical order pertains to the NGVD 29 superseded value.
 BL0342
 BL0342.The geoid height was determined by GEOID03.
 BL0342
 BL0342;                    North         East    Units  Estimated Accuracy
 BL0342;SPC TX C     - 3,095,290.    1,269,750.      MT  (+/- 180 meters Scaled)
 BL0342
 BL0342                          SUPERSEDED SURVEY CONTROL
 BL0342
 BL0342  NGVD 29 (??/??/92)   28.770  (m)           94.39   (f) ADJ UNCH    2 0
 BL0342
 BL0342.Superseded values are not recommended for survey control.
 BL0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0342.See file dsdata.txt to determine how the superseded data were derived.
 BL0342
 BL0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP653627(NAD 83)
 BL0342_MARKER: Z = SEE DESCRIPTION
 BL0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0342_SP_SET: SECTION RAIL
 BL0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0342
 BL0342  HISTORY     - Date     Condition        Report By
 BL0342  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0342  HISTORY     - 1935     GOOD             NGS
 BL0342  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0342
 BL0342                          STATION DESCRIPTION
 BL0342
 BL0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0342'2.5 MI E FROM HONEY ISLAND.
 BL0342'2.5 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0342'STATION AT HONEY ISLAND, HARDIN COUNTY, OPPOSITE MILEPOST 138, AND 8
 BL0342'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A
 BL0342'SECTION OF RAIL SET VERTICALLY.
 BL0342
 BL0342                          STATION RECOVERY (1998)
 BL0342
 BL0342'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0230 ***********************************************************************
 CU0230  DESIGNATION -  138 DHW
 CU0230  PID         -  CU0230
 CU0230  STATE/COUNTY-  TX/TAYLOR
 CU0230  USGS QUAD   -  NOLAN (1984)
 CU0230
 CU0230                         *CURRENT SURVEY CONTROL
 CU0230  ___________________________________________________________________
 CU0230* NAD 83(1993)-  32 17 55.35194(N)    100 08 15.11198(W)     ADJUSTED  
 CU0230* NAVD 88     -       757.461  (meters)    2485.10   (feet)  ADJUSTED  
 CU0230  ___________________________________________________________________
 CU0230  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 CU0230  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0230  DYNAMIC HT  -         756.449 (meters)    2481.78  (feet)  COMP
 CU0230  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 CU0230
 CU0230  HORZ ORDER  -  SECOND
 CU0230  VERT ORDER  -  SECOND    CLASS 0
 CU0230
 CU0230.The horizontal coordinates were established by classical geodetic methods
 CU0230.and adjusted by the National Geodetic Survey in February 1996..
 CU0230
 CU0230.The orthometric height was determined by differential leveling
 CU0230.and adjusted by the National Geodetic Survey in June 1991..
 CU0230
 CU0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0230
 CU0230.The geoid height was determined by GEOID03.
 CU0230
 CU0230.The dynamic height is computed by dividing the NAVD 88
 CU0230.geopotential number by the normal gravity value computed on the
 CU0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0230.degrees latitude (g = 980.6199 gals.).
 CU0230
 CU0230.The modeled gravity was interpolated from observed gravity values.
 CU0230
 CU0230;                    North         East     Units Scale Factor Converg.
 CU0230;SPC TXNC     - 2,071,290.440   445,780.974   MT  0.99995830   -0 53 35.2
 CU0230;SPC TXNC     - 6,795,558.72  1,462,533.08   sFT  0.99995830   -0 53 35.2
 CU0230;UTM  14      - 3,574,114.225   392,900.866   MT  0.99974145   -0 36 28.4
 CU0230
 CU0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0230!SPC TXNC     -   0.99988525  x   0.99995830  =   0.99984356
 CU0230!UTM  14      -   0.99988525  x   0.99974145  =   0.99962673
 CU0230
 CU0230                          SUPERSEDED SURVEY CONTROL
 CU0230
 CU0230  NAD 83(1986)-  32 17 55.35779(N)    100 08 15.10025(W) AD(       ) 2
 CU0230  NAD 27      -  32 17 54.89650(N)    100 08 13.75090(W) AD(       ) 2
 CU0230  NGVD 29 (??/??/92)  757.258  (m)         2484.44   (f) ADJ UNCH    2 0
 CU0230
 CU0230.Superseded values are not recommended for survey control.
 CU0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0230.See file dsdata.txt to determine how the superseded data were derived.
 CU0230
 CU0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9290174114(NAD 83)
 CU0230_MARKER: DD = SURVEY DISK
 CU0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0230_STAMPING: 138 DHW 1955
 CU0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0230+STABILITY: SURFACE MOTION
 CU0230
 CU0230  HISTORY     - Date     Condition        Report By
 CU0230  HISTORY     - 1961     MONUMENTED       USGS
 CU0230  HISTORY     - 1961     GOOD             NGS
 CU0230
 CU0230                          STATION DESCRIPTION
 CU0230
 CU0230'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (HWK)
 CU0230'THE STATION IS ON THE SOUTHEAST RIGHT-OF-WAY OF FARM ROAD
 CU0230'126, 6-1/4 MILES NORTHEAST OF NOLAN AND APPROXIMATELY 40
 CU0230'FEET EAST OF THE EAST SIDE OF A TRIANGULAR PLOT OF GROUND
 CU0230'FORMED BY ROAD INTERSECTION.
 CU0230'
 CU0230'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TAYLOR,
 CU0230'DISTANCE BEING 95.78 FEET (29.195 METERS) EAST OF STATION
 CU0230'TAYLOR.  THE MARK IS A STANDARD U.S. GEOLOGICAL BENCH MARK
 CU0230'DISK STAMPED 138 DHW 1955 2484 FT AND IS SET IN A SQUARE
 CU0230'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 72.5 FEET NORTH
 CU0230'OF A FENCE CORNER, 36 FEET EAST OF THE CENTER OF A CALICHE
 CU0230'ROAD AND 2 FEET WEST OF A FENCE.
 CU0230
 CU0230                          STATION RECOVERY (1961)
 CU0230
 CU0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0230'18.2 MI S FROM MERKEL.
 CU0230'18.2 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0230'99 FEET EAST OF THE STATION, 96 FEET NORTH OF THE CENTER OF A GRAVEL
 CU0230'ROAD.  69 FEET NORTH OF A FENCE CORNER, 36 FEET EAST OF THE CENTER OF
 CU0230'A DIRT ROAD, 2 FEET WEST OF A FENCE, LEVEL WITH THE ROAD, SET IN TOP
 CU0230'OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0428 ***********************************************************************
 EM0428  DESIGNATION -  1380
 EM0428  PID         -  EM0428
 EM0428  STATE/COUNTY-  TX/HARDEMAN
 EM0428  USGS QUAD   -  CHILLICOTHE (1984)
 EM0428
 EM0428                         *CURRENT SURVEY CONTROL
 EM0428  ___________________________________________________________________
 EM0428* NAD 83(1986)-  34 16 01.     (N)    099 30 13.     (W)     SCALED    
 EM0428* NAVD 88     -       420.645  (meters)    1380.07   (feet)  ADJUSTED  
 EM0428  ___________________________________________________________________
 EM0428  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 EM0428  DYNAMIC HT  -         420.171 (meters)    1378.51  (feet)  COMP
 EM0428  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 EM0428
 EM0428  VERT ORDER  -  SECOND    CLASS 0
 EM0428
 EM0428.The horizontal coordinates were scaled from a topographic map and have
 EM0428.an estimated accuracy of +/- 6 seconds.
 EM0428
 EM0428.The orthometric height was determined by differential leveling
 EM0428.and adjusted by the National Geodetic Survey in June 1991..
 EM0428
 EM0428.The geoid height was determined by GEOID03.
 EM0428
 EM0428.The dynamic height is computed by dividing the NAVD 88
 EM0428.geopotential number by the normal gravity value computed on the
 EM0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0428.degrees latitude (g = 980.6199 gals.).
 EM0428
 EM0428.The modeled gravity was interpolated from observed gravity values.
 EM0428
 EM0428;                    North         East    Units  Estimated Accuracy
 EM0428;SPC TXNC     - 2,288,810.      507,570.      MT  (+/- 180 meters Scaled)
 EM0428
 EM0428                          SUPERSEDED SURVEY CONTROL
 EM0428
 EM0428  NGVD 29 (??/??/92)  420.492  (m)         1379.56   (f) ADJ UNCH    2 0
 EM0428
 EM0428.Superseded values are not recommended for survey control.
 EM0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0428.See file dsdata.txt to determine how the superseded data were derived.
 EM0428
 EM0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC536918(NAD 83)
 EM0428_MARKER: DD = SURVEY DISK
 EM0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0428_STAMPING: 1380 TT 20 TOD 1954
 EM0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0428+STABILITY: SURFACE MOTION
 EM0428
 EM0428  HISTORY     - Date     Condition        Report By
 EM0428  HISTORY     - 1954     MONUMENTED       USGS
 EM0428  HISTORY     - 1961     GOOD             NGS
 EM0428
 EM0428                          STATION DESCRIPTION
 EM0428
 EM0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EM0428'1.2 MI NE FROM CHILLICOTHE.
 EM0428'1.2 MILES NORTH AND EAST ALONG FARM ROAD 91 FROM THE JUNCTION OF U.S.
 EM0428'HIGHWAY 287 AND FARM ROAD 91 IN CHILLICOTHE, LOCATED IN THE TRIANGLE
 EM0428'WHERE THE HIGHWAY TURNS AND GOES NORTH, 68 FEET EAST OF THE HIGHWAY,
 EM0428'54.8 FEET WEST OF A GRAVELED ROAD, 1 FOOT WEST OF WITNESS POST, SET IN
 EM0428'THE TOP OF A CONCRETE POST THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0261 ***********************************************************************
 CA0261  DESIGNATION -  1383.26 RRBM
 CA0261  PID         -  CA0261
 CA0261  STATE/COUNTY-  TX/BROWN
 CA0261  USGS QUAD   -  ZEPHYR (1979)
 CA0261
 CA0261                         *CURRENT SURVEY CONTROL
 CA0261  ___________________________________________________________________
 CA0261* NAD 83(1986)-  31 38 15.     (N)    098 46 45.     (W)     SCALED    
 CA0261* NAVD 88     -       421.698  (meters)    1383.52   (feet)  ADJUSTED  
 CA0261  ___________________________________________________________________
 CA0261  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CA0261  DYNAMIC HT  -         421.149 (meters)    1381.72  (feet)  COMP
 CA0261  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 CA0261
 CA0261  VERT ORDER  -  FIRST     CLASS II
 CA0261
 CA0261.The horizontal coordinates were scaled from a topographic map and have
 CA0261.an estimated accuracy of +/- 6 seconds.
 CA0261
 CA0261.The orthometric height was determined by differential leveling
 CA0261.and adjusted by the National Geodetic Survey in June 1991..
 CA0261
 CA0261.The geoid height was determined by GEOID03.
 CA0261
 CA0261.The dynamic height is computed by dividing the NAVD 88
 CA0261.geopotential number by the normal gravity value computed on the
 CA0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0261.degrees latitude (g = 980.6199 gals.).
 CA0261
 CA0261.The modeled gravity was interpolated from observed gravity values.
 CA0261
 CA0261;                    North         East    Units  Estimated Accuracy
 CA0261;SPC TX C     - 3,219,510.      847,420.      MT  (+/- 180 meters Scaled)
 CA0261
 CA0261                          SUPERSEDED SURVEY CONTROL
 CA0261
 CA0261  NGVD 29 (??/??/92)  421.607  (m)         1383.22   (f) ADJ UNCH    1 2
 CA0261
 CA0261.Superseded values are not recommended for survey control.
 CA0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0261.See file dsdata.txt to determine how the superseded data were derived.
 CA0261
 CA0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA209002(NAD 83)
 CA0261_MARKER: DD = SURVEY DISK
 CA0261_SETTING: 0 = UNSPECIFIED SETTING
 CA0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0261
 CA0261  HISTORY     - Date     Condition        Report By
 CA0261  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0261  HISTORY     - 1932     GOOD             NGS
 CA0261  HISTORY     - 1934     GOOD             NGS
 CA0261
 CA0261                          STATION DESCRIPTION
 CA0261
 CA0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0261'14.8 MI S FROM BROWNWOOD.
 CA0261'ON THE G.C. AND SANTA FE R.R., VERTICAL RAIL, ELEVATION 1383.26 FEET,
 CA0261'50 FEET WEST OF THE SOUTH END OF BRIDGE NO. 333-B, IN CORNER FENCE
 CA0261'LINE INTERSECTION, AT TOE OF HILL, 60 FEET NORTH OF CUT ON THE R.R.
 CA0261
 CA0261                          STATION RECOVERY (1934)
 CA0261
 CA0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0315 ***********************************************************************
 EM0315  DESIGNATION -  1386
 EM0315  PID         -  EM0315
 EM0315  STATE/COUNTY-  TX/HARDEMAN
 EM0315  USGS QUAD   -  CHILLICOTHE (1984)
 EM0315
 EM0315                         *CURRENT SURVEY CONTROL
 EM0315  ___________________________________________________________________
 EM0315* NAD 83(1986)-  34 17 31.     (N)    099 30 41.     (W)     SCALED    
 EM0315* NAVD 88     -       422.484  (meters)    1386.10   (feet)  ADJUSTED  
 EM0315  ___________________________________________________________________
 EM0315  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 EM0315  DYNAMIC HT  -         422.008 (meters)    1384.54  (feet)  COMP
 EM0315  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 EM0315
 EM0315  VERT ORDER  -  SECOND    CLASS 0
 EM0315
 EM0315.The horizontal coordinates were scaled from a topographic map and have
 EM0315.an estimated accuracy of +/- 6 seconds.
 EM0315
 EM0315.The orthometric height was determined by differential leveling
 EM0315.and adjusted by the National Geodetic Survey in June 1991..
 EM0315
 EM0315.The geoid height was determined by GEOID03.
 EM0315
 EM0315.The dynamic height is computed by dividing the NAVD 88
 EM0315.geopotential number by the normal gravity value computed on the
 EM0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0315.degrees latitude (g = 980.6199 gals.).
 EM0315
 EM0315.The modeled gravity was interpolated from observed gravity values.
 EM0315
 EM0315;                    North         East    Units  Estimated Accuracy
 EM0315;SPC TXNC     - 2,291,590.      506,880.      MT  (+/- 180 meters Scaled)
 EM0315
 EM0315                          SUPERSEDED SURVEY CONTROL
 EM0315
 EM0315  NGVD 29 (??/??/92)  422.331  (m)         1385.60   (f) ADJ UNCH    2 0
 EM0315
 EM0315.Superseded values are not recommended for survey control.
 EM0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0315.See file dsdata.txt to determine how the superseded data were derived.
 EM0315
 EM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC529946(NAD 83)
 EM0315_MARKER: DD = SURVEY DISK
 EM0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0315_STAMPING: 1386 TT 21 TOD 1954
 EM0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0315+STABILITY: SURFACE MOTION
 EM0315
 EM0315  HISTORY     - Date     Condition        Report By
 EM0315  HISTORY     - 1954     MONUMENTED       USGS
 EM0315  HISTORY     - 1961     GOOD             NGS
 EM0315  HISTORY     - 1984     GOOD             NGS
 EM0315
 EM0315                          STATION DESCRIPTION
 EM0315
 EM0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EM0315'2.9 MI NE FROM CHILLICOTHE.
 EM0315'2.9 MILES NORTH AND EAST ALONG FARM ROAD 91 FROM THE JUNCTION OF U.S.
 EM0315'HIGHWAY 287 AND FARM ROAD 91 IN CHILLICOTHE, 34 FEET WEST OF THE
 EM0315'CENTER OF THE FARM ROAD, 10 FEET EAST OF THE WITNESS POST, SET IN THE
 EM0315'WEST FENCE LINE, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4
 EM0315'INCHES AND ABOUT LEVEL WITH THE HIGHWAY.
 EM0315
 EM0315                          STATION RECOVERY (1984)
 EM0315
 EM0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0050 ***********************************************************************
 BN0050  DESIGNATION -  1387 SA
 BN0050  PID         -  BN0050
 BN0050  STATE/COUNTY-  TX/BURNET
 BN0050  USGS QUAD   -  BURNET (1967)
 BN0050
 BN0050                         *CURRENT SURVEY CONTROL
 BN0050  ___________________________________________________________________
 BN0050* NAD 83(1986)-  30 45 16.     (N)    098 12 14.     (W)     SCALED    
 BN0050* NAVD 88     -       420.755  (meters)    1380.43   (feet)  ADJUSTED  
 BN0050  ___________________________________________________________________
 BN0050  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 BN0050  DYNAMIC HT  -         420.186 (meters)    1378.56  (feet)  COMP
 BN0050  MODELED GRAV-     979,275.8   (mgal)                       NAVD 88
 BN0050
 BN0050  VERT ORDER  -  SECOND    CLASS 0
 BN0050
 BN0050.The horizontal coordinates were scaled from a topographic map and have
 BN0050.an estimated accuracy of +/- 6 seconds.
 BN0050
 BN0050.The orthometric height was determined by differential leveling
 BN0050.and adjusted by the National Geodetic Survey in June 1991..
 BN0050
 BN0050.The geoid height was determined by GEOID03.
 BN0050
 BN0050.The dynamic height is computed by dividing the NAVD 88
 BN0050.geopotential number by the normal gravity value computed on the
 BN0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0050.degrees latitude (g = 980.6199 gals.).
 BN0050
 BN0050.The modeled gravity was interpolated from observed gravity values.
 BN0050
 BN0050;                    North         East    Units  Estimated Accuracy
 BN0050;SPC TX C     - 3,122,540.      903,860.      MT  (+/- 180 meters Scaled)
 BN0050
 BN0050                          SUPERSEDED SURVEY CONTROL
 BN0050
 BN0050  NGVD 29 (??/??/92)  420.664  (m)         1380.13   (f) ADJ UNCH    2 0
 BN0050
 BN0050.Superseded values are not recommended for survey control.
 BN0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0050.See file dsdata.txt to determine how the superseded data were derived.
 BN0050
 BN0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV761026(NAD 83)
 BN0050_MARKER: Z = SEE DESCRIPTION
 BN0050_SETTING: 0 = UNSPECIFIED SETTING
 BN0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0050+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 BN0050
 BN0050  HISTORY     - Date     Condition        Report By
 BN0050  HISTORY     - UNK      MONUMENTED       USGS
 BN0050  HISTORY     - 1933     GOOD             NGS
 BN0050  HISTORY     - 20020223 GOOD             USPSQD
 BN0050  HISTORY     - 20040221 GOOD             USPSQD
 BN0050  HISTORY     - 20051022 GOOD             USPSQD
 BN0050
 BN0050                          STATION DESCRIPTION
 BN0050
 BN0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0050'1.9 MI E FROM BURNET.
 BN0050'ALONG TEXAS AND NEW ORLEANS RAILROAD, 47 FEET FROM CENTER OF TRACK, 17
 BN0050'FEET SOUTH OF GATE THRU RIGHT OF WAY FENCE AT PRIVATE ROAD CROSSING.
 BN0050
 BN0050                          STATION RECOVERY (2002)
 BN0050
 BN0050'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0050'RECOVERED IN GOOD CONDITION.
 BN0050
 BN0050                          STATION RECOVERY (2004)
 BN0050
 BN0050'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BN0050'RECOVERED IN GOOD CONDITION.
 BN0050
 BN0050                          STATION RECOVERY (2005)
 BN0050
 BN0050'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMW)
 BN0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0340 ***********************************************************************
 BL0340  DESIGNATION -  139
 BL0340  PID         -  BL0340
 BL0340  STATE/COUNTY-  TX/HARDIN
 BL0340  USGS QUAD   -  VILLAGE MILLS (1984)
 BL0340
 BL0340                         *CURRENT SURVEY CONTROL
 BL0340  ___________________________________________________________________
 BL0340* NAD 83(1986)-  30 23 11.     (N)    094 23 09.     (W)     SCALED    
 BL0340* NAVD 88     -        28.53   (+/-2cm)      93.6    (feet)  VERTCON   
 BL0340  ___________________________________________________________________
 BL0340  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0340
 BL0340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0340
 BL0340.The horizontal coordinates were scaled from a topographic map and have
 BL0340.an estimated accuracy of +/- 6 seconds.
 BL0340
 BL0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0340.The vertical order pertains to the NGVD 29 superseded value.
 BL0340
 BL0340.The geoid height was determined by GEOID03.
 BL0340
 BL0340;                    North         East    Units  Estimated Accuracy
 BL0340;SPC TX C     - 3,095,060.    1,271,310.      MT  (+/- 180 meters Scaled)
 BL0340
 BL0340                          SUPERSEDED SURVEY CONTROL
 BL0340
 BL0340  NGVD 29 (??/??/92)   28.530  (m)           93.60   (f) ADJ UNCH    2 0
 BL0340
 BL0340.Superseded values are not recommended for survey control.
 BL0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0340.See file dsdata.txt to determine how the superseded data were derived.
 BL0340
 BL0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP668624(NAD 83)
 BL0340_MARKER: Z = SEE DESCRIPTION
 BL0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0340_SP_SET: SECTION RAIL
 BL0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0340
 BL0340  HISTORY     - Date     Condition        Report By
 BL0340  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0340  HISTORY     - 1935     GOOD             NGS
 BL0340  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL0340
 BL0340                          STATION DESCRIPTION
 BL0340
 BL0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0340'3.5 MI E FROM HONEY ISLAND.
 BL0340'3.5 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0340'STATION AT HONEY ISLAND, HARDIN COUNTY, OPPOSITE MILEPOST 139, AND 8
 BL0340'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A
 BL0340'SECTION OF RAIL SET VERTICALLY.
 BL0340
 BL0340                          STATION RECOVERY (1998)
 BL0340
 BL0340'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0085 ***********************************************************************
 EM0085  DESIGNATION -  139.57
 EM0085  PID         -  EM0085
 EM0085  STATE/COUNTY-  TX/WICHITA
 EM0085  USGS QUAD   -  ELECTRA (1991)
 EM0085
 EM0085                         *CURRENT SURVEY CONTROL
 EM0085  ___________________________________________________________________
 EM0085* NAD 83(1986)-  34 01 25.     (N)    098 54 20.     (W)     SCALED    
 EM0085* NAVD 88     -       360.080  (meters)    1181.36   (feet)  ADJUSTED  
 EM0085  ___________________________________________________________________
 EM0085  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 EM0085  DYNAMIC HT  -         359.682 (meters)    1180.06  (feet)  COMP
 EM0085  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 EM0085
 EM0085  VERT ORDER  -  FIRST     CLASS II
 EM0085
 EM0085.The horizontal coordinates were scaled from a topographic map and have
 EM0085.an estimated accuracy of +/- 6 seconds.
 EM0085
 EM0085.The orthometric height was determined by differential leveling
 EM0085.and adjusted by the National Geodetic Survey in June 1991..
 EM0085
 EM0085.The geoid height was determined by GEOID03.
 EM0085
 EM0085.The dynamic height is computed by dividing the NAVD 88
 EM0085.geopotential number by the normal gravity value computed on the
 EM0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0085.degrees latitude (g = 980.6199 gals.).
 EM0085
 EM0085.The modeled gravity was interpolated from observed gravity values.
 EM0085
 EM0085;                    North         East    Units  Estimated Accuracy
 EM0085;SPC TXNC     - 2,261,450.      562,540.      MT  (+/- 180 meters Scaled)
 EM0085
 EM0085                          SUPERSEDED SURVEY CONTROL
 EM0085
 EM0085  NGVD 29 (??/??/92)  360.002  (m)         1181.11   (f) ADJ UNCH    1 2
 EM0085
 EM0085.Superseded values are not recommended for survey control.
 EM0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0085.See file dsdata.txt to determine how the superseded data were derived.
 EM0085
 EM0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC087647(NAD 83)
 EM0085_MARKER: Q = CHISELED SQUARE
 EM0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0085_SP_SET: BRIDGE
 EM0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0085
 EM0085  HISTORY     - Date     Condition        Report By
 EM0085  HISTORY     - UNK      MONUMENTED       BNRR
 EM0085  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0085  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 EM0085
 EM0085                          STATION DESCRIPTION
 EM0085
 EM0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0085'0.8 MI SE FROM ELECTRA.
 EM0085'0.8 MILE SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0085'ELECTRA, WICHITA COUNTY, AT BRIDGE 139.57, AND ON THE SOUTHEAST CORNER
 EM0085'OF THE EAST BACK WALL.  A CHISELED SQUARE.
 EM0085
 EM0085                          STATION RECOVERY (2001)
 EM0085
 EM0085'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0036 ***********************************************************************
 DQ0036  DESIGNATION -  14
 DQ0036  PID         -  DQ0036
 DQ0036  STATE/COUNTY-  TX/HOCKLEY
 DQ0036  USGS QUAD   -  SMYER (1984)
 DQ0036
 DQ0036                         *CURRENT SURVEY CONTROL
 DQ0036  ___________________________________________________________________
 DQ0036* NAD 83(1986)-  33 35 00.     (N)    102 10 40.     (W)     SCALED    
 DQ0036* NAVD 88     -      1033.272  (meters)    3389.99   (feet)  ADJUSTED  
 DQ0036  ___________________________________________________________________
 DQ0036  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 DQ0036  DYNAMIC HT  -        1031.924 (meters)    3385.57  (feet)  COMP
 DQ0036  MODELED GRAV-     979,296.5   (mgal)                       NAVD 88
 DQ0036
 DQ0036  VERT ORDER  -  SECOND    CLASS 0
 DQ0036
 DQ0036.The horizontal coordinates were scaled from a topographic map and have
 DQ0036.an estimated accuracy of +/- 6 seconds.
 DQ0036
 DQ0036.The orthometric height was determined by differential leveling
 DQ0036.and adjusted by the National Geodetic Survey in June 1991..
 DQ0036
 DQ0036.The geoid height was determined by GEOID03.
 DQ0036
 DQ0036.The dynamic height is computed by dividing the NAVD 88
 DQ0036.geopotential number by the normal gravity value computed on the
 DQ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0036.degrees latitude (g = 980.6199 gals.).
 DQ0036
 DQ0036.The modeled gravity was interpolated from observed gravity values.
 DQ0036
 DQ0036;                    North         East    Units  Estimated Accuracy
 DQ0036;SPC TXNC     - 2,218,520.      258,680.      MT  (+/- 180 meters Scaled)
 DQ0036
 DQ0036                          SUPERSEDED SURVEY CONTROL
 DQ0036
 DQ0036  NGVD 29 (??/??/92) 1032.888  (m)         3388.73   (f) ADJ UNCH    2 0
 DQ0036
 DQ0036.Superseded values are not recommended for survey control.
 DQ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0036.See file dsdata.txt to determine how the superseded data were derived.
 DQ0036
 DQ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT619195(NAD 83)
 DQ0036_MARKER: B = BOLT
 DQ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0036+STABILITY: SURFACE MOTION
 DQ0036
 DQ0036  HISTORY     - Date     Condition        Report By
 DQ0036  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0036  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0036
 DQ0036                          STATION DESCRIPTION
 DQ0036
 DQ0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0036'IN SMYER.
 DQ0036'AT SMYER, HOCKLEY COUNTY, 0.7 MILE WEST ALONG THE PANHANDLE AND SANTA
 DQ0036'FE RAILWAY FROM THE STATION, 93 FEET NORTH OF MILEPOST 14, 40 FEET
 DQ0036'SOUTH OF THE CENTERLINE OF A ROAD, AND 2 FEET SOUTH OF THE
 DQ0036'RIGHT-OF-WAY FENCE.  A TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
 DQ0036'NOTE-- EXTENSIVE EXCAVATION MADE IN AREA, NO RESULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1131 ***********************************************************************
 FL1131  DESIGNATION -  14
 FL1131  PID         -  FL1131
 FL1131  STATE/COUNTY-  TX/POTTER
 FL1131  USGS QUAD   -  CHUNKY (1969)
 FL1131
 FL1131                         *CURRENT SURVEY CONTROL
 FL1131  ___________________________________________________________________
 FL1131* NAD 83(1986)-  35 23 37.     (N)    101 50 07.     (W)     SCALED    
 FL1131* NAVD 88     -       983.948  (meters)    3228.17   (feet)  ADJUSTED  
 FL1131  ___________________________________________________________________
 FL1131  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1131  DYNAMIC HT  -         982.800 (meters)    3224.40  (feet)  COMP
 FL1131  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 FL1131
 FL1131  VERT ORDER  -  SECOND    CLASS 0
 FL1131
 FL1131.The horizontal coordinates were scaled from a topographic map and have
 FL1131.an estimated accuracy of +/- 6 seconds.
 FL1131
 FL1131.The orthometric height was determined by differential leveling
 FL1131.and adjusted by the National Geodetic Survey in June 1991..
 FL1131
 FL1131.The geoid height was determined by GEOID03.
 FL1131
 FL1131.The dynamic height is computed by dividing the NAVD 88
 FL1131.geopotential number by the normal gravity value computed on the
 FL1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1131.degrees latitude (g = 980.6199 gals.).
 FL1131
 FL1131.The modeled gravity was interpolated from observed gravity values.
 FL1131
 FL1131;                    North         East    Units  Estimated Accuracy
 FL1131;SPC TX N     - 1,154,650.      169,540.      MT  (+/- 180 meters Scaled)
 FL1131
 FL1131                          SUPERSEDED SURVEY CONTROL
 FL1131
 FL1131  NGVD 29 (??/??/92)  983.461  (m)         3226.57   (f) ADJ UNCH    2 0
 FL1131
 FL1131.Superseded values are not recommended for survey control.
 FL1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1131.See file dsdata.txt to determine how the superseded data were derived.
 FL1131
 FL1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE424203(NAD 83)
 FL1131_MARKER: B = BOLT
 FL1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1131+STABILITY: SURFACE MOTION
 FL1131
 FL1131  HISTORY     - Date     Condition        Report By
 FL1131  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1131  HISTORY     - 1934     GOOD             NGS
 FL1131
 FL1131                          STATION DESCRIPTION
 FL1131
 FL1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1131'15.4 MI N FROM AMARILLO.
 FL1131'15.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1131'AMARILLO, POTTER COUNTY, 15 FEET NORTHWEST OF MILEPOST 14, 98 FEET
 FL1131'NORTHEAST OF THE CENTER LINE OF THE TRACK AND 2 FEET SOUTHWEST OF THE
 FL1131'RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2308 ***********************************************************************
 BY2308  DESIGNATION -  14 S
 BY2308  PID         -  BY2308
 BY2308  STATE/COUNTY-  TX/ANDERSON
 BY2308  USGS QUAD   -  YARD (1982)
 BY2308
 BY2308                         *CURRENT SURVEY CONTROL
 BY2308  ___________________________________________________________________
 BY2308* NAD 83(1986)-  31 52 29.     (N)    095 57 06.     (W)     SCALED    
 BY2308* NAVD 88     -        89.557  (meters)     293.82   (feet)  ADJUSTED  
 BY2308  ___________________________________________________________________
 BY2308  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BY2308  DYNAMIC HT  -          89.451 (meters)     293.47  (feet)  COMP
 BY2308  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 BY2308
 BY2308  VERT ORDER  -  SECOND    CLASS 0
 BY2308
 BY2308.The horizontal coordinates were scaled from a topographic map and have
 BY2308.an estimated accuracy of +/- 6 seconds.
 BY2308
 BY2308.The orthometric height was determined by differential leveling
 BY2308.and adjusted by the National Geodetic Survey in June 1991..
 BY2308
 BY2308.The geoid height was determined by GEOID03.
 BY2308
 BY2308.The dynamic height is computed by dividing the NAVD 88
 BY2308.geopotential number by the normal gravity value computed on the
 BY2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2308.degrees latitude (g = 980.6199 gals.).
 BY2308
 BY2308.The modeled gravity was interpolated from observed gravity values.
 BY2308
 BY2308;                    North         East    Units  Estimated Accuracy
 BY2308;SPC TX C     - 3,252,950.    1,114,490.      MT  (+/- 180 meters Scaled)
 BY2308
 BY2308                          SUPERSEDED SURVEY CONTROL
 BY2308
 BY2308  NGVD 29 (??/??/92)   89.548  (m)          293.79   (f) ADJ UNCH    2 0
 BY2308
 BY2308.Superseded values are not recommended for survey control.
 BY2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2308.See file dsdata.txt to determine how the superseded data were derived.
 BY2308
 BY2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR207303(NAD 83)
 BY2308_MARKER: DD = SURVEY DISK
 BY2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2308_STAMPING: 14 S 1946 293 FT
 BY2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2308+STABILITY: SURFACE MOTION
 BY2308
 BY2308  HISTORY     - Date     Condition        Report By
 BY2308  HISTORY     - 1946     MONUMENTED       USGS
 BY2308  HISTORY     - 1947     GOOD             NGS
 BY2308
 BY2308                          STATION DESCRIPTION
 BY2308
 BY2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2308'6.3 MI SW FROM BETHEL.
 BY2308'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2308'THENCE 3.7 MILES SOUTH ALONG A COUNTY ROAD, THENCE 2.3 MILES WEST
 BY2308'ALONG A COUNTY ROAD TO THE SITE OF THE MARK, 2.3 MILES WEST OF COOKS
 BY2308'STORE, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET WEST OF
 BY2308'THE WEST END OF A WIRE GATE, 3 FEET SOUTH OF A WIRE FENCE, 2 FEET EAST
 BY2308'OF A 4X4 MARKER POST.  A BRONZE GEOLOGICAL SURVEY DISK SET IN THE TOP
 BY2308'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0797 ***********************************************************************
 AN0797  DESIGNATION -  14 WHV
 AN0797  PID         -  AN0797
 AN0797  STATE/COUNTY-  TX/JACKSON
 AN0797  USGS QUAD   -  MANSON (1995)
 AN0797
 AN0797                         *CURRENT SURVEY CONTROL
 AN0797  ___________________________________________________________________
 AN0797* NAD 83(1986)-  28 57 13.     (N)    096 32 55.     (W)     SCALED    
 AN0797* NAVD 88     -        15.70   (+/-2cm)      51.5    (feet)  VERTCON   
 AN0797  ___________________________________________________________________
 AN0797  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0797
 AN0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0797
 AN0797.The horizontal coordinates were scaled from a topographic map and have
 AN0797.an estimated accuracy of +/- 6 seconds.
 AN0797
 AN0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0797.The vertical order pertains to the NGVD 29 superseded value.
 AN0797
 AN0797.The geoid height was determined by GEOID03.
 AN0797
 AN0797;                    North         East    Units  Estimated Accuracy
 AN0797;SPC TXSC     - 4,126,660.      838,920.      MT  (+/- 180 meters Scaled)
 AN0797
 AN0797                          SUPERSEDED SURVEY CONTROL
 AN0797
 AN0797  NGVD 29 (??/??/92)   15.709  (m)           51.54   (f) ADJ UNCH    2 0
 AN0797
 AN0797.Superseded values are not recommended for survey control.
 AN0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0797.See file dsdata.txt to determine how the superseded data were derived.
 AN0797
 AN0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT389053(NAD 83)
 AN0797_MARKER: DD = SURVEY DISK
 AN0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0797_STAMPING: 14 WHV 52 1951
 AN0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0797+STABILITY: SURFACE MOTION
 AN0797
 AN0797  HISTORY     - Date     Condition        Report By
 AN0797  HISTORY     - 1951     MONUMENTED       USGS
 AN0797  HISTORY     - 1972     GOOD             NGS
 AN0797
 AN0797                          STATION DESCRIPTION
 AN0797
 AN0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0797'6.45 MI SE FROM EDNA.
 AN0797'ABOUT 6.45 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0797'AT EDNA, ABOUT 0.1 MILE NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM A
 AN0797'LARGE METAL BUILDING, 60 1/2 FEET NORTH OF THE CENTER LINE OF THE
 AN0797'HIGHWAY, 128 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD WITH A METAL
 AN0797'GATE, 39 1/2 FEET SOUTHEAST OF A POWER POLE, 0.7 FOOT NORTH OF A METAL
 AN0797'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 AN0797'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 12 INCHES. NOTE-- THIS
 AN0797'MARK WAS FOUND LEANING AND IT WAS STRAIGHTENED AND STAMPED SOLID BY
 AN0797'THIS PARTY IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1486 ***********************************************************************
 AJ1486  DESIGNATION -  14 WR
 AJ1486  PID         -  AJ1486
 AJ1486  STATE/COUNTY-  TX/WEBB
 AJ1486  USGS QUAD   -  LAS TIENDAS (1975)
 AJ1486
 AJ1486                         *CURRENT SURVEY CONTROL
 AJ1486  ___________________________________________________________________
 AJ1486* NAD 83(1986)-  27 59 56.     (N)    099 39 16.     (W)     SCALED    
 AJ1486* NAVD 88     -       198.38   (+/-2cm)     650.9    (feet)  VERTCON   
 AJ1486  ___________________________________________________________________
 AJ1486  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AJ1486
 AJ1486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1486
 AJ1486.The horizontal coordinates were scaled from a topographic map and have
 AJ1486.an estimated accuracy of +/- 6 seconds.
 AJ1486
 AJ1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1486.The vertical order pertains to the NGVD 29 superseded value.
 AJ1486
 AJ1486.The geoid height was determined by GEOID03.
 AJ1486
 AJ1486;                    North         East    Units  Estimated Accuracy
 AJ1486;SPC TX S     - 5,258,920.      186,440.      MT  (+/- 180 meters Scaled)
 AJ1486
 AJ1486                          SUPERSEDED SURVEY CONTROL
 AJ1486
 AJ1486  NGVD 29 (??/??/92)  198.38   (m)          650.9    (f) COMPUTED    2 0
 AJ1486
 AJ1486.Superseded values are not recommended for survey control.
 AJ1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1486.See file dsdata.txt to determine how the superseded data were derived.
 AJ1486
 AJ1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR356972(NAD 83)
 AJ1486_MARKER: DB = BENCH MARK DISK
 AJ1486_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1486_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1486_STAMPING: 14 WR 651 1964
 AJ1486_MARK LOGO: USGS  
 AJ1486_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1486
 AJ1486  HISTORY     - Date     Condition        Report By
 AJ1486  HISTORY     - 1964     MONUMENTED       USGS
 AJ1486
 AJ1486                          STATION DESCRIPTION
 AJ1486
 AJ1486'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1486'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 20.6 MILES NORTHWEST
 AJ1486'ALONG TEXAS FARM ROAD 1472, THENCE 20.6 MILES NORTH-NORTHEAST ALONG
 AJ1486'THE LA MESA AND SPOHN RANCH ROAD TO A Y-ROAD SOUTHEAST TO SPOHN
 AJ1486'RANCH, 15 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 15 FEET NORTH
 AJ1486'OF THE CENTER OF A WIRE GATE, 2 FEET SOUTHWEST OF THE JUNCTION OF A
 AJ1486'RIGHT-OF-WAY FENCE AND A FENCE SOUTHEAST, SET IN A CONCRETE POST
 AJ1486'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0768 ***********************************************************************
 CE0768  DESIGNATION -  14 X
 CE0768  PID         -  CE0768
 CE0768  STATE/COUNTY-  TX/EL PASO
 CE0768  USGS QUAD   -  YSLETA (1994)
 CE0768
 CE0768                         *CURRENT SURVEY CONTROL
 CE0768  ___________________________________________________________________
 CE0768* NAD 83(1986)-  31 41 42.     (N)    106 20 52.     (W)     SCALED    
 CE0768* NAVD 88     -      1122.164  (meters)    3681.63   (feet)  ADJUSTED  
 CE0768  ___________________________________________________________________
 CE0768  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CE0768  DYNAMIC HT  -        1120.455 (meters)    3676.03  (feet)  COMP
 CE0768  MODELED GRAV-     979,078.9   (mgal)                       NAVD 88
 CE0768
 CE0768  VERT ORDER  -  FIRST     CLASS I
 CE0768
 CE0768.The horizontal coordinates were scaled from a topographic map and have
 CE0768.an estimated accuracy of +/- 6 seconds.
 CE0768
 CE0768.The orthometric height was determined by differential leveling
 CE0768.and adjusted by the National Geodetic Survey in November 1996..
 CE0768
 CE0768.The geoid height was determined by GEOID03.
 CE0768
 CE0768.The dynamic height is computed by dividing the NAVD 88
 CE0768.geopotential number by the normal gravity value computed on the
 CE0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0768.degrees latitude (g = 980.6199 gals.).
 CE0768
 CE0768.The modeled gravity was interpolated from observed gravity values.
 CE0768
 CE0768;                    North         East    Units  Estimated Accuracy
 CE0768;SPC TX C     - 3,240,270.      130,110.      MT  (+/- 180 meters Scaled)
 CE0768
 CE0768                          SUPERSEDED SURVEY CONTROL
 CE0768
 CE0768.No superseded survey control is available for this station.
 CE0768
 CE0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR722074(NAD 83)
 CE0768_MARKER: DU = BOUNDARY MARKER
 CE0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0768_SP_SET: CONCRETE POST
 CE0768_MARK LOGO: IBWC  
 CE0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0768+STABILITY: SURFACE MOTION
 CE0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0768+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0768
 CE0768  HISTORY     - Date     Condition        Report By
 CE0768  HISTORY     - UNK      MONUMENTED       IBWC
 CE0768  HISTORY     - 19930112 GOOD             NGS
 CE0768
 CE0768                          STATION DESCRIPTION
 CE0768
 CE0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0768'17.3 KM (10.75 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0768'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0768'EL PASO, 5.4 M (17.7 FT) EAST OF THE NORTHEAST CORNER OF A SMALL
 CE0768'METAL BUILDING, 3.4 M (11.2 FT) WEST OF A METAL PIPE STAMPED
 CE0768'201+13.76, 3.3 M (10.8 FT) WEST OF A WOOD POST WITH A WITNESS SIGN
 CE0768'ATTACHED, 0.8 M (2.6 FT) EAST OF THE ROAD CENTER, AND THE MONUMENT IS
 CE0768'RECESSED 0.1 M (0.3 FT) BELOW THE ROAD SURFACE.  NOTE--THE DISK IS
 CE0768'UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0339 ***********************************************************************
 BL0339  DESIGNATION -  140
 BL0339  PID         -  BL0339
 BL0339  STATE/COUNTY-  TX/HARDIN
 BL0339  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0339
 BL0339                         *CURRENT SURVEY CONTROL
 BL0339  ___________________________________________________________________
 BL0339* NAD 83(1986)-  30 23 01.     (N)    094 22 10.     (W)     SCALED    
 BL0339* NAVD 88     -        29.88   (+/-2cm)      98.0    (feet)  VERTCON   
 BL0339  ___________________________________________________________________
 BL0339  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0339
 BL0339  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0339
 BL0339.The horizontal coordinates were scaled from a topographic map and have
 BL0339.an estimated accuracy of +/- 6 seconds.
 BL0339
 BL0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0339.The vertical order pertains to the NGVD 29 superseded value.
 BL0339
 BL0339.The geoid height was determined by GEOID03.
 BL0339
 BL0339;                    North         East    Units  Estimated Accuracy
 BL0339;SPC TX C     - 3,094,840.    1,272,900.      MT  (+/- 180 meters Scaled)
 BL0339
 BL0339                          SUPERSEDED SURVEY CONTROL
 BL0339
 BL0339  NGVD 29 (??/??/92)   29.878  (m)           98.02   (f) ADJ UNCH    2 0
 BL0339
 BL0339.Superseded values are not recommended for survey control.
 BL0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0339.See file dsdata.txt to determine how the superseded data were derived.
 BL0339
 BL0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP684620(NAD 83)
 BL0339_MARKER: Z = SEE DESCRIPTION
 BL0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0339_SP_SET: SECTION RAIL
 BL0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0339
 BL0339  HISTORY     - Date     Condition        Report By
 BL0339  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0339  HISTORY     - 1935     GOOD             NGS
 BL0339
 BL0339                          STATION DESCRIPTION
 BL0339
 BL0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0339'3.3 MI W FROM KOUNTZE.
 BL0339'3.3 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0339'STATION AT KOUNTZE, HARDIN COUNTY, OPPOSITE MILEPOST 140, AND 8 FEET
 BL0339'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0339'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1463 ***********************************************************************
 AH1463  DESIGNATION -  140
 AH1463  PID         -  AH1463
 AH1463  STATE/COUNTY-  TX/KENEDY
 AH1463  USGS QUAD   -  POINT OF ROCKS (1975)
 AH1463
 AH1463                         *CURRENT SURVEY CONTROL
 AH1463  ___________________________________________________________________
 AH1463* NAD 83(1993)-  27 15 11.81422(N)    097 25 50.59208(W)     ADJUSTED  
 AH1463* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AH1463  ___________________________________________________________________
 AH1463  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AH1463  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AH1463
 AH1463  HORZ ORDER  -  THIRD
 AH1463
 AH1463.The horizontal coordinates were established by classical geodetic methods
 AH1463.and adjusted by the National Geodetic Survey in February 1996..
 AH1463
 AH1463.The orthometric height was scaled from a topographic map.
 AH1463
 AH1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1463
 AH1463.The geoid height was determined by GEOID03.
 AH1463
 AH1463;                    North         East     Units Scale Factor Converg.
 AH1463;SPC TX S     - 5,176,232.628   405,881.067   MT  0.99990444   +0 29 07.7
 AH1463;SPC TX S     -16,982,356.55  1,331,628.13   sFT  0.99990444   +0 29 07.7
 AH1463;UTM  14      - 3,015,463.446   655,357.423   MT  0.99989795   +0 43 07.5
 AH1463
 AH1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1463!SPC TX S     -   1.00000330  x   0.99990444  =   0.99990774
 AH1463!UTM  14      -   1.00000330  x   0.99989795  =   0.99990125
 AH1463
 AH1463:                Primary Azimuth Mark                     Grid Az
 AH1463:SPC TX S     -  137 USE 1939                             007 11 37.5
 AH1463:UTM  14      -  137 USE 1939                             006 57 37.7
 AH1463
 AH1463|---------------------------------------------------------------------|
 AH1463| PID    Reference Object                     Distance      Geod. Az  |
 AH1463|                                                           dddmmss.s |
 AH1463| AH1465 137 USE 1939                        APPROX. 0.9 KM 0074045.2 |
 AH1463| CV2409 140 RM 1                             10.253 METERS 07046     |
 AH1463| CV2410 140 RM 2                             10.268 METERS 17858     |
 AH1463|---------------------------------------------------------------------|
 AH1463
 AH1463                          SUPERSEDED SURVEY CONTROL
 AH1463
 AH1463  NAD 83(1986)-  27 15 11.83214(N)    097 25 50.56840(W) AD(       ) 3
 AH1463  NAD 27      -  27 15 10.67400(N)    097 25 49.61500(W) AD(       ) 3
 AH1463
 AH1463.Superseded values are not recommended for survey control.
 AH1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1463.See file dsdata.txt to determine how the superseded data were derived.
 AH1463
 AH1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5535715463(NAD 83)
 AH1463_MARKER: DD = SURVEY DISK
 AH1463_SETTING: 0 = UNSPECIFIED SETTING
 AH1463
 AH1463  HISTORY     - Date     Condition        Report By
 AH1463  HISTORY     - 1950     MONUMENTED       USE
 AH1463  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1463
 AH1463                          STATION DESCRIPTION
 AH1463
 AH1463'DESCRIBED BY US ENGINEERS 1950 (RLE)
 AH1463'THE STATION IS LOCATED ON THE KENEDY RANCH, ABOUT 1 MILE SOUTH
 AH1463'OF GRIFFINS POINT, ABOUT 200 YARDS NORTHEAST OF A WATER
 AH1463'HOLE, 50 FEET SOUTHWEST OF THE HIGHEST POINT OF THE LOW SANDY
 AH1463'KNOLL, AND 4 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 AH1463'UNITED STATES ENGINEERS BENCH MARK, STAMPED 140, AND PROJECTS
 AH1463'2 INCHES ABOVE THE GROUND.
 AH1463'
 AH1463'REFERENCE MARK NO. 1 IS 1 FOOT HIGHER THAN THE STATION.
 AH1463'IT IS STAMPED 140 NO 1 1950 AND IS SET FLUSH WITH THE SURFACE
 AH1463'OF THE GROUND.
 AH1463'
 AH1463'REFERENCE MARK NO. 2 IS 1 FOOT LOWER THAN THE STATION.  IT
 AH1463'IS STAMPED 140 NO 2 1950 AND IS SET FLUSH WITH THE SURFACE
 AH1463'OF THE GROUND.
 AH1463'
 AH1463'137 (USE) SERVES AS AN AZIMUTH MARK.  IT IS LOCATED ON POINT
 AH1463'PENESCAL, ABOUT 200 YARDS SOUTH OF THE SOUTH SHORE OF BAFFIN
 AH1463'BAY, AND 3 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 AH1463'UNITED STATES ENGINEERS BENCH MARK PROJECTING 1 INCH ABOVE
 AH1463'THE GROUND AND THE DISK IS STAMPED 137.
 AH1463'
 AH1463'TO REACH THE STATION FROM THE MAIN INTERSECTION ON U.S.
 AH1463'HIGHWAY 77 AT SARITA, GO EAST ON RANCH ROAD FOR 2.45 MILES
 AH1463'TO A LOCKED GATE (GET KEYS FROM THE RANCH OFFICIALS AT SARITA),
 AH1463'PASS THROUGH GATE AND CONTINUE 3.2 MILES TO A FORK WEST OF LARGE
 AH1463'RANCH HOUSE, TAKE LEFT FORK AND GO 0.35 MILE TO GATE, PASS
 AH1463'THROUGH GATE AND FOLLOW GRADED ROAD (PASSING THROUGH TWO
 AH1463'GATES) FOR 4.1 MILES TO HOUSE ON BAFFIN BAY, TURN RIGHT ON
 AH1463'TRACK ROAD AND FOLLOW IT ALONG THE BAY FOR 1.4 MILES TO
 AH1463'ANOTHER LOCKED GATE, PASS THROUGH GATE AND GO 0.05 MILE
 AH1463'TO FORK, TAKE LEFT FORK AND CONTINUE ALONG BAY FOR 2.35
 AH1463'MILES TO TRIANGULATION STATION CRAWFORD 2 1912, CONTINUE
 AH1463'STRAIGHT AHEAD ON TRACK ROAD FOR 2.7 MILES TO A GATE, PASS
 AH1463'THROUGH GATE AND CONTINUE ON TRACK ROAD ALONG THE SHORE
 AH1463'FOR 3.8 MILES TO SEVERAL POSTS ON THE RIGHT.  THENCE
 AH1463'BEAR RIGHT AROUND A LAGOON, KEEPING CLOSE TO ITS SOUTH
 AH1463'EDGE, AFTER PASSING LAGOON TURN RIGHT AND GO SOUTH FOR ABOUT
 AH1463'1/4 MILE TO A TRACK ROAD, TURN LEFT AND FOLLOW WINDING
 AH1463'ROAD EAST AND NORTHEAST FOR ABOUT 5 MILES TO A SAND DUNE
 AH1463'AND TRIANGULATION STATION GRIFFINS POINT 4 ON THE LEFT,
 AH1463'CONTINUE EASTERLY ON TRACK ROAD FOR 0.6 MILE TO 137 (USE)
 AH1463'ON THE LEFT, TURN RIGHT AND FOLLOW A DIM TRACK ROAD SOUTH
 AH1463'FOR 0.9 MILE TO A LOW KNOLL AND THE STATION AS DESCRIBED.
 AH1463'
 AH1463'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AH1463
 AH1463                          STATION RECOVERY (1969)
 AH1463
 AH1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1463'THE STATION MARK WAS FOUND TO BE DESTROYED.  REFERENCE MARKS
 AH1463'NO. 1, NO. 2 AND AZIMUTH MARK (137 USE) WERE FOUND TO BE
 AH1463'IN GOOD CONDITION.  STATION WAS RE-MARKED IN THE PRECISE
 AH1463'ORIGINAL POSITION USING DISTANCES AND DIRECTIONS FROM THE
 AH1463'REFERENCE MARKS.
 AH1463'
 AH1463'A COMPLETE DESCRIPTION FOLLOWS--STATION IS ON THE KENEDY
 AH1463'RANCH, ABOUT 22 MILES AIRLINE EAST OF SARITA, ON THE PENASCAL
 AH1463'RINCON, ABOUT 0.8 MILE SOUTH-SOUTHWEST OF THE NORTHEAST POINT
 AH1463'OF LAND WHICH FORMS A SHORE LINE OF BAFFIN BAY.  THE STATION
 AH1463'IS ON A GRASS COVERED SAND HILL ABOUT 50 FEET SOUTHWEST OF THE
 AH1463'HIGHEST PART OF HILL IN A DEPRESSION WHICH IS ABOUT 15 FEET
 AH1463'IN DIAMETER AND 2 FEET IN DEPTH.
 AH1463'
 AH1463'TO REACH STATION FROM THE POST OFFICE IN SARITA, GO EAST
 AH1463'0.15 MILE TO U.S. HIGHWAY 77, TURN RIGHT ONTO HIGHWAY, SOUTH,
 AH1463'GO 4.7 MILES TO A GATE ON LEFT.  (OBTAIN PERMISSION TO ENTER
 AH1463'GATE FROM OFFICIALS AT SARITA.) PASS THROUGH GATE, GO EAST
 AH1463'ON THE MAIN TRAVELED ROAD, PASSING THROUGH SEVERAL BUMP
 AH1463'GATES, FOR 22.9 MILES TO THE WEST SHORE OF LAGUNA MADRE,
 AH1463'BEAR LEFT, NORTHERLY, GO 0.75 MILE TO A ROAD FORK, KEEP RIGHT
 AH1463'FORK, GO NORTHERLY ON A SANDY TRACK ROAD FOR 3.5 MILES TO END
 AH1463'OF TRUCK TRAVEL FOR 2-WHEEL DRIVE.  *TURN LEFT GO WESTERLY
 AH1463'ACROSS PASTURE LAND FOR 0.5 MILE TO HIGHEST GROUND AND THE
 AH1463'STATION.  *FROM END OF TRUCK TRAVEL FOR 2-WHEEL DRIVE,
 AH1463'CONTINUE NORTHERLY ON THE SANDY TRACK ROAD FOR 0.45 MILE
 AH1463'TO A DIM TRACK ROAD LEFT, (ABOUT 0.15 MILE BEFORE REACHING
 AH1463'PENESCAL POINT).  TURN LEFT AND FOLLOW THE DIM TRACK
 AH1463'ROAD FOR 0.4 MILE TO 137 (USE) THE AZIMUTH MARK ON
 AH1463'RIGHT.
 AH1463'
 AH1463'STATION MARKS ARE STANDARD DISKS, STAMPED 140 USE 1950 1969.
 AH1463'THE SURFACE DISK IS SET IN A 4-INCH CLAY TILE 4 FEET IN LENGTH
 AH1463'WHICH IS FILLED WITH CONCRETE AND SET IN A CONCRETE MONUMENT.
 AH1463'THE TILE PROJECTS 1 FOOT ABOVE THE CONCRETE.  THE UNDERGROUND
 AH1463'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 AH1463'SURFACE OF GROUND.
 AH1463'
 AH1463'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED 140 NO 1 1950,
 AH1463'IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH GROUND.
 AH1463'IT IS ON THE SOUTHWEST RIM OF HILL ABOUT 2 FEET HIGHER THAN
 AH1463'STATION, 1 FOOT NORTH OF A METAL WITNESS POST.
 AH1463'
 AH1463'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED 140 NO 2 1950,
 AH1463'IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH GROUND.
 AH1463'IT IS ON THE SOUTHWEST SLOPE OF HILL ABOUT SAME ELEVATION
 AH1463'AS STATION MARK, 1 FOOT NORTH OF A METAL WITNESS POST.
 AH1463'
 AH1463'AZIMUTH MARK, A U.S. CORPS OF ENGRS. GALVESTON TEXAS BRONZE
 AH1463'DISK, STAMPED 137, SET IN A ROUND CONCRETE POST ABOUT 14
 AH1463'INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE SURFACE OF
 AH1463'GROUND.  IT IS ABOUT 135 YARDS SOUTH OF THE SHORE OF BAFFIN
 AH1463'BAY, ABOUT 0.6 MILE EAST OF A SAND DUNE, AND 1/2 MILE WEST
 AH1463'OF PENESCAL POINT, ON THE NORTH SLOPE OF A LOW SANDY EAST-WEST
 AH1463'RIDGE, 42 FEET NORTH OF THE DIM TRACK ROAD, AND 1.5 FEET
 AH1463'SOUTH OF A METAL WITNESS POST.
 AH1463'
 AH1463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0214 ***********************************************************************
 AH0214  DESIGNATION -  140 USE
 AH0214  PID         -  AH0214
 AH0214  STATE/COUNTY-  TX/SAN PATRICIO
 AH0214  USGS QUAD   -  PORT ARANSAS (1975)
 AH0214
 AH0214                         *CURRENT SURVEY CONTROL
 AH0214  ___________________________________________________________________
 AH0214* NAD 83(1986)-  27 52 27.     (N)    097 05 29.     (W)     SCALED    
 AH0214* NAVD 88     -         0.45   (+/-2cm)       1.5    (feet)  VERTCON   
 AH0214  ___________________________________________________________________
 AH0214  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH0214
 AH0214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0214
 AH0214.The horizontal coordinates were scaled from a topographic map and have
 AH0214.an estimated accuracy of +/- 6 seconds.
 AH0214
 AH0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0214.The vertical order pertains to the NGVD 29 superseded value.
 AH0214
 AH0214.The geoid height was determined by GEOID03.
 AH0214
 AH0214;                    North         East    Units  Estimated Accuracy
 AH0214;SPC TX S     - 5,245,360.      438,710.      MT  (+/- 180 meters Scaled)
 AH0214
 AH0214                          SUPERSEDED SURVEY CONTROL
 AH0214
 AH0214  NGVD 29 (??/??/92)    0.57   (m)            1.9    (f) COMPUTED    2 0
 AH0214
 AH0214.Superseded values are not recommended for survey control.
 AH0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0214.See file dsdata.txt to determine how the superseded data were derived.
 AH0214
 AH0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR878847(NAD 83)
 AH0214_MARKER: DD = SURVEY DISK
 AH0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0214_STAMPING: 140 1949
 AH0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0214+STABILITY: SURFACE MOTION
 AH0214
 AH0214  HISTORY     - Date     Condition        Report By
 AH0214  HISTORY     - 1949     MONUMENTED       DOD
 AH0214  HISTORY     - 1951     GOOD             NGS
 AH0214  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0214  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0214
 AH0214                          STATION DESCRIPTION
 AH0214
 AH0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0214'3.55 MI E FROM ARANSAS PASS.
 AH0214'3.55 MILES EAST ALONG THE CAUSEWAY LEADING TO PORT ARANSAS FROM THE
 AH0214'TOLL GATE AT ARANSAS PASS, 139 FEET NORTHEAST OF THE CENTER LINE OF
 AH0214'THE ROAD, 53 FEET NORTH OF A POWER POLE, 48 FEET NORTHEAST OF A ROW OF
 AH0214'POWER POLES, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AH0214'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AH0214
 AH0214                          STATION RECOVERY (1959)
 AH0214
 AH0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0214'MARK NOT FOUND.
 AH0214
 AH0214                          STATION RECOVERY (1978)
 AH0214
 AH0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0214'SEARCHED FOR BUT NOT RECOVERED, OLD CAUSEWAY AND AREA HAVE BEEN
 AH0214'RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3490 ***********************************************************************
 AW3490  DESIGNATION -  140+00 800
 AW3490  PID         -  AW3490
 AW3490  STATE/COUNTY-  TX/HARRIS
 AW3490  USGS QUAD   -  LA PORTE (1982)
 AW3490
 AW3490                         *CURRENT SURVEY CONTROL
 AW3490  ___________________________________________________________________
 AW3490* NAD 83(1986)-  29 42 07.     (N)    095 01 04.     (W)     SCALED    
 AW3490* NAVD 88     -         1.69   (+/-2cm)       5.5    (feet)  VERTCON   
 AW3490  ___________________________________________________________________
 AW3490  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3490
 AW3490  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3490
 AW3490.The horizontal coordinates were scaled from a topographic map and have
 AW3490.an estimated accuracy of +/- 6 seconds.
 AW3490
 AW3490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3490.The vertical order pertains to the NGVD 29 superseded value.
 AW3490
 AW3490.The geoid height was determined by GEOID03.
 AW3490
 AW3490;                    North         East    Units  Estimated Accuracy
 AW3490;SPC TXSC     - 4,213,650.      985,250.      MT  (+/- 180 meters Scaled)
 AW3490
 AW3490                          SUPERSEDED SURVEY CONTROL
 AW3490
 AW3490  NGVD 29 (??/??/92)    1.690  (m)            5.54   (f) ADJ UNCH    1 2
 AW3490
 AW3490.Superseded values are not recommended for survey control.
 AW3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3490.See file dsdata.txt to determine how the superseded data were derived.
 AW3490
 AW3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN047874(NAD 83)
 AW3490_MARKER: DD = SURVEY DISK
 AW3490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3490_STAMPING: 140+00 800
 AW3490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3490+STABILITY: SURFACE MOTION
 AW3490
 AW3490  HISTORY     - Date     Condition        Report By
 AW3490  HISTORY     - UNK      MONUMENTED       USE
 AW3490  HISTORY     - 1959     GOOD             NGS
 AW3490  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3490
 AW3490                          STATION DESCRIPTION
 AW3490
 AW3490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3490'2.9 MI NW FROM MORGAN POINT.
 AW3490'ABOUT 2.9 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3490'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ABOUT 0.1 MILE
 AW3490'EAST OF A CORRAL, ON THE NORTHEAST BANK OF SPILMAN ISLAND, 87 FEET
 AW3490'SOUTH OF THE HIGH WATER LINE OF THE CHANNEL, 49 FEET EAST-SOUTHEAST OF
 AW3490'A LONE 7-INCH ELM TREE, 34 1/2 FEET SOUTHWEST OF AN 8-INCH HACKBERRY
 AW3490'TREE, 26 FEET NORTHEAST OF A BRUSHY EVERGREEN TREE, 1 FOOT SOUTHEAST
 AW3490'OF A WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST, POURED IN
 AW3490'PLACE, FLUSH WITH THE GROUND.  NOTE-- IT IS BELIEVED TO HAVE BEEN
 AW3490'WASHED OUT BY A HURRICANE.
 AW3490
 AW3490                          STATION RECOVERY (1964)
 AW3490
 AW3490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0338 ***********************************************************************
 BL0338  DESIGNATION -  141
 BL0338  PID         -  BL0338
 BL0338  STATE/COUNTY-  TX/HARDIN
 BL0338  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0338
 BL0338                         *CURRENT SURVEY CONTROL
 BL0338  ___________________________________________________________________
 BL0338* NAD 83(1986)-  30 22 51.     (N)    094 21 09.     (W)     SCALED    
 BL0338* NAVD 88     -        24.91   (+/-2cm)      81.7    (feet)  VERTCON   
 BL0338  ___________________________________________________________________
 BL0338  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0338
 BL0338  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0338
 BL0338.The horizontal coordinates were scaled from a topographic map and have
 BL0338.an estimated accuracy of +/- 6 seconds.
 BL0338
 BL0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0338.The vertical order pertains to the NGVD 29 superseded value.
 BL0338
 BL0338.The geoid height was determined by GEOID03.
 BL0338
 BL0338;                    North         East    Units  Estimated Accuracy
 BL0338;SPC TX C     - 3,094,620.    1,274,540.      MT  (+/- 180 meters Scaled)
 BL0338
 BL0338                          SUPERSEDED SURVEY CONTROL
 BL0338
 BL0338  NGVD 29 (??/??/92)   24.911  (m)           81.73   (f) ADJ UNCH    2 0
 BL0338
 BL0338.Superseded values are not recommended for survey control.
 BL0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0338.See file dsdata.txt to determine how the superseded data were derived.
 BL0338
 BL0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP700617(NAD 83)
 BL0338_MARKER: Z = SEE DESCRIPTION
 BL0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0338_SP_SET: SECTION RAIL
 BL0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0338
 BL0338  HISTORY     - Date     Condition        Report By
 BL0338  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0338  HISTORY     - 1935     GOOD             NGS
 BL0338
 BL0338                          STATION DESCRIPTION
 BL0338
 BL0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0338'2.3 MI W FROM KOUNTZE.
 BL0338'2.3 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0338'STATION AT KOUNTZE, HARDIN COUNTY, OPPOSITE MILEPOST 141, AND 8 FEET
 BL0338'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0338'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0127 ***********************************************************************
 AJ0127  DESIGNATION -  141 1
 AJ0127  PID         -  AJ0127
 AJ0127  STATE/COUNTY-  TX/JIM WELLS
 AJ0127  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0127
 AJ0127                         *CURRENT SURVEY CONTROL
 AJ0127  ___________________________________________________________________
 AJ0127* NAD 83(1986)-  27 32 57.     (N)    098 05 14.     (W)     SCALED    
 AJ0127* NAVD 88     -        48.54   (+/-2cm)     159.3    (feet)  VERTCON   
 AJ0127  ___________________________________________________________________
 AJ0127  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AJ0127
 AJ0127  VERT ORDER  -  ? (See Below)
 AJ0127
 AJ0127.The horizontal coordinates were scaled from a topographic map and have
 AJ0127.an estimated accuracy of +/- 6 seconds.
 AJ0127
 AJ0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0127.The vertical order pertains to the NGVD 29 superseded value.
 AJ0127
 AJ0127.The geoid height was determined by GEOID03.
 AJ0127
 AJ0127;                    North         East    Units  Estimated Accuracy
 AJ0127;SPC TX S     - 5,208,640.      340,770.      MT  (+/- 180 meters Scaled)
 AJ0127
 AJ0127                          SUPERSEDED SURVEY CONTROL
 AJ0127
 AJ0127  NGVD 29 (??/??/92)   48.637  (m)          159.57   (f) ADJ UNCH    ?  
 AJ0127
 AJ0127.Superseded values are not recommended for survey control.
 AJ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0127.See file dsdata.txt to determine how the superseded data were derived.
 AJ0127
 AJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR901475(NAD 83)
 AJ0127_MARKER: DD = SURVEY DISK
 AJ0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0127_SP_SET: CULVERT
 AJ0127_STAMPING: 141-1
 AJ0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0127
 AJ0127  HISTORY     - Date     Condition        Report By
 AJ0127  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0127  HISTORY     - 1976     GOOD             TXHD
 AJ0127
 AJ0127                          STATION DESCRIPTION
 AJ0127
 AJ0127'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0127'14.1 MI E FROM SAN JOSE.
 AJ0127'13.6 MILES EAST ALONG F.M. 2295 ROAD FROM THE JUNCTION OF THE SAN JOSE
 AJ0127'CEMETERY ROAD AT SAN JOSE, THENCE 0.5 MILE EAST ALONG STATE HIGHWAY
 AJ0127'141, 0.5 MILE EAST OF THE JUNCTION OF U. S. HIGHWAY 281 AND STATE
 AJ0127'HIGHWAY 141, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A
 AJ0127'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0126 ***********************************************************************
 AJ0126  DESIGNATION -  141 2
 AJ0126  PID         -  AJ0126
 AJ0126  STATE/COUNTY-  TX/JIM WELLS
 AJ0126  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0126
 AJ0126                         *CURRENT SURVEY CONTROL
 AJ0126  ___________________________________________________________________
 AJ0126* NAD 83(1986)-  27 32 48.     (N)    098 04 06.     (W)     SCALED    
 AJ0126* NAVD 88     -        43.61   (+/-2cm)     143.1    (feet)  VERTCON   
 AJ0126  ___________________________________________________________________
 AJ0126  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AJ0126
 AJ0126  VERT ORDER  -  ? (See Below)
 AJ0126
 AJ0126.The horizontal coordinates were scaled from a topographic map and have
 AJ0126.an estimated accuracy of +/- 6 seconds.
 AJ0126
 AJ0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0126.The vertical order pertains to the NGVD 29 superseded value.
 AJ0126
 AJ0126.The geoid height was determined by GEOID03.
 AJ0126
 AJ0126;                    North         East    Units  Estimated Accuracy
 AJ0126;SPC TX S     - 5,208,360.      342,630.      MT  (+/- 180 meters Scaled)
 AJ0126
 AJ0126                          SUPERSEDED SURVEY CONTROL
 AJ0126
 AJ0126  NGVD 29 (??/??/92)   43.687  (m)          143.33   (f) ADJ UNCH    ?  
 AJ0126
 AJ0126.Superseded values are not recommended for survey control.
 AJ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0126.See file dsdata.txt to determine how the superseded data were derived.
 AJ0126
 AJ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR919473(NAD 83)
 AJ0126_MARKER: DD = SURVEY DISK
 AJ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0126_STAMPING: 141-2
 AJ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0126+STABILITY: SURFACE MOTION
 AJ0126
 AJ0126  HISTORY     - Date     Condition        Report By
 AJ0126  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0126  HISTORY     - 1976     GOOD             TXHD
 AJ0126
 AJ0126                          STATION DESCRIPTION
 AJ0126
 AJ0126'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0126'13.7 MI W FROM KINGSVILLE.
 AJ0126'13.7 MILES WEST ALONG STATE HIGHWAY 141 FROM THE MISSOURI PACIFIC
 AJ0126'RAILROAD STATION AT KINGSVILLE, 0.5 MILE WEST OF THE JIM WELLS-KLEBERG
 AJ0126'COUNTY LINE, 4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 4 FEET
 AJ0126'NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 AJ0126'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0123 ***********************************************************************
 AJ0123  DESIGNATION -  141 3
 AJ0123  PID         -  AJ0123
 AJ0123  STATE/COUNTY-  TX/KLEBERG
 AJ0123  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0123
 AJ0123                         *CURRENT SURVEY CONTROL
 AJ0123  ___________________________________________________________________
 AJ0123* NAD 83(1986)-  27 32 31.     (N)    098 01 44.     (W)     SCALED    
 AJ0123* NAVD 88     -        37.95   (+/-2cm)     124.5    (feet)  VERTCON   
 AJ0123  ___________________________________________________________________
 AJ0123  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ0123
 AJ0123  VERT ORDER  -  ? (See Below)
 AJ0123
 AJ0123.The horizontal coordinates were scaled from a topographic map and have
 AJ0123.an estimated accuracy of +/- 6 seconds.
 AJ0123
 AJ0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0123.The vertical order pertains to the NGVD 29 superseded value.
 AJ0123
 AJ0123.The geoid height was determined by GEOID03.
 AJ0123
 AJ0123;                    North         East    Units  Estimated Accuracy
 AJ0123;SPC TX S     - 5,207,860.      346,530.      MT  (+/- 180 meters Scaled)
 AJ0123
 AJ0123                          SUPERSEDED SURVEY CONTROL
 AJ0123
 AJ0123  NGVD 29 (??/??/92)   38.009  (m)          124.70   (f) ADJ UNCH    ?  
 AJ0123
 AJ0123.Superseded values are not recommended for survey control.
 AJ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0123.See file dsdata.txt to determine how the superseded data were derived.
 AJ0123
 AJ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR958468(NAD 83)
 AJ0123_MARKER: DD = SURVEY DISK
 AJ0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0123_SP_SET: CULVERT
 AJ0123_STAMPING: 141-3
 AJ0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0123
 AJ0123  HISTORY     - Date     Condition        Report By
 AJ0123  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0123  HISTORY     - 1976     GOOD             TXHD
 AJ0123
 AJ0123                          STATION DESCRIPTION
 AJ0123
 AJ0123'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0123'11.35 MI W FROM KINGSVILLE.
 AJ0123'11.35 MILES WEST ALONG STATE HIGHWAY 141 FROM THE MISSOURI PACIFIC
 AJ0123'RAILROAD STATION AT KINGSVILLE, 1.85 MILES EAST OF THE JIM
 AJ0123'WELLS-KLEBERG COUNTY LINE, SET IN THE TOP OF THE WEST END OF THE SOUTH
 AJ0123'HEADWALL OF A CONCRETE CULVERT.  LOCATED JUST SOUTH OF THE KINGSVILLE
 AJ0123'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0257 ***********************************************************************
 CA0257  DESIGNATION -  1412.46 RRBM
 CA0257  PID         -  CA0257
 CA0257  STATE/COUNTY-  TX/MILLS
 CA0257  USGS QUAD   -  BLANKET SPRINGS (1979)
 CA0257
 CA0257                         *CURRENT SURVEY CONTROL
 CA0257  ___________________________________________________________________
 CA0257* NAD 83(1986)-  31 37 16.     (N)    098 45 14.     (W)     SCALED    
 CA0257* NAVD 88     -       430.602  (meters)    1412.73   (feet)  ADJUSTED  
 CA0257  ___________________________________________________________________
 CA0257  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CA0257  DYNAMIC HT  -         430.041 (meters)    1410.89  (feet)  COMP
 CA0257  MODELED GRAV-     979,324.2   (mgal)                       NAVD 88
 CA0257
 CA0257  VERT ORDER  -  FIRST     CLASS II
 CA0257
 CA0257.The horizontal coordinates were scaled from a topographic map and have
 CA0257.an estimated accuracy of +/- 6 seconds.
 CA0257
 CA0257.The orthometric height was determined by differential leveling
 CA0257.and adjusted by the National Geodetic Survey in June 1991..
 CA0257
 CA0257.The geoid height was determined by GEOID03.
 CA0257
 CA0257.The dynamic height is computed by dividing the NAVD 88
 CA0257.geopotential number by the normal gravity value computed on the
 CA0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0257.degrees latitude (g = 980.6199 gals.).
 CA0257
 CA0257.The modeled gravity was interpolated from observed gravity values.
 CA0257
 CA0257;                    North         East    Units  Estimated Accuracy
 CA0257;SPC TX C     - 3,217,730.      849,840.      MT  (+/- 180 meters Scaled)
 CA0257
 CA0257                          SUPERSEDED SURVEY CONTROL
 CA0257
 CA0257  NGVD 29 (??/??/92)  430.511  (m)         1412.43   (f) ADJ UNCH    1 2
 CA0257
 CA0257.Superseded values are not recommended for survey control.
 CA0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0257.See file dsdata.txt to determine how the superseded data were derived.
 CA0257
 CA0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV233984(NAD 83)
 CA0257_MARKER: Z = SEE DESCRIPTION
 CA0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0257_SP_SET: RAIL
 CA0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0257
 CA0257  HISTORY     - Date     Condition        Report By
 CA0257  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0257  HISTORY     - 1932     GOOD             NGS
 CA0257  HISTORY     - 1934     GOOD             NGS
 CA0257
 CA0257                          STATION DESCRIPTION
 CA0257
 CA0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0257'7.6 MI N FROM MULLEN.
 CA0257'ON THE G.C. AND SANTA FE R.R., VERTICAL RAIL, ELEVATION 1412.46 FEET,
 CA0257'40 FEET SOUTH OF THE TRACK ON THE FENCE LINE, 75 FEET WEST OF THE CUT
 CA0257'ON R.R., 1 POLE EAST OF SIGN 85 CARS, 8 1/2 POLES WEST MILE POLE NO.
 CA0257'331.
 CA0257
 CA0257                          STATION RECOVERY (1934)
 CA0257
 CA0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0336 ***********************************************************************
 BL0336  DESIGNATION -  142
 BL0336  PID         -  BL0336
 BL0336  STATE/COUNTY-  TX/HARDIN
 BL0336  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0336
 BL0336                         *CURRENT SURVEY CONTROL
 BL0336  ___________________________________________________________________
 BL0336* NAD 83(1986)-  30 22 41.     (N)    094 20 10.     (W)     SCALED    
 BL0336* NAVD 88     -        24.15   (+/-2cm)      79.2    (feet)  VERTCON   
 BL0336  ___________________________________________________________________
 BL0336  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0336
 BL0336  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0336
 BL0336.The horizontal coordinates were scaled from a topographic map and have
 BL0336.an estimated accuracy of +/- 6 seconds.
 BL0336
 BL0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0336.The vertical order pertains to the NGVD 29 superseded value.
 BL0336
 BL0336.The geoid height was determined by GEOID03.
 BL0336
 BL0336;                    North         East    Units  Estimated Accuracy
 BL0336;SPC TX C     - 3,094,400.    1,276,130.      MT  (+/- 180 meters Scaled)
 BL0336
 BL0336                          SUPERSEDED SURVEY CONTROL
 BL0336
 BL0336  NGVD 29 (??/??/92)   24.146  (m)           79.22   (f) ADJ UNCH    2 0
 BL0336
 BL0336.Superseded values are not recommended for survey control.
 BL0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0336.See file dsdata.txt to determine how the superseded data were derived.
 BL0336
 BL0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP716614(NAD 83)
 BL0336_MARKER: Z = SEE DESCRIPTION
 BL0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0336_SP_SET: SECTION RAIL
 BL0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0336
 BL0336  HISTORY     - Date     Condition        Report By
 BL0336  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0336  HISTORY     - 1935     GOOD             NGS
 BL0336
 BL0336                          STATION DESCRIPTION
 BL0336
 BL0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0336'1.3 MI W FROM KOUNTZE.
 BL0336'1.3 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0336'STATION AT KOUNTZE, HARDIN COUNTY, OPPOSITE MILEPOST 142, AND 8 FEET
 BL0336'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0336'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0098 ***********************************************************************
 CA0098  DESIGNATION -  1424.16 USGS
 CA0098  PID         -  CA0098
 CA0098  STATE/COUNTY-  TX/LAMPASAS
 CA0098  USGS QUAD   -  OGLES (1959)
 CA0098
 CA0098                         *CURRENT SURVEY CONTROL
 CA0098  ___________________________________________________________________
 CA0098* NAD 83(1986)-  31 08 56.     (N)    098 17 56.     (W)     SCALED    
 CA0098* NAVD 88     -       434.113  (meters)    1424.25   (feet)  ADJUSTED  
 CA0098  ___________________________________________________________________
 CA0098  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CA0098  DYNAMIC HT  -         433.531 (meters)    1422.34  (feet)  COMP
 CA0098  MODELED GRAV-     979,287.1   (mgal)                       NAVD 88
 CA0098
 CA0098  VERT ORDER  -  FIRST     CLASS II
 CA0098
 CA0098.The horizontal coordinates were scaled from a topographic map and have
 CA0098.an estimated accuracy of +/- 6 seconds.
 CA0098
 CA0098.The orthometric height was determined by differential leveling
 CA0098.and adjusted by the National Geodetic Survey in June 1991..
 CA0098
 CA0098.The geoid height was determined by GEOID03.
 CA0098
 CA0098.The dynamic height is computed by dividing the NAVD 88
 CA0098.geopotential number by the normal gravity value computed on the
 CA0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0098.degrees latitude (g = 980.6199 gals.).
 CA0098
 CA0098.The modeled gravity was interpolated from observed gravity values.
 CA0098
 CA0098;                    North         East    Units  Estimated Accuracy
 CA0098;SPC TX C     - 3,166,090.      893,960.      MT  (+/- 180 meters Scaled)
 CA0098
 CA0098                          SUPERSEDED SURVEY CONTROL
 CA0098
 CA0098  NGVD 29 (??/??/92)  434.01   (m)         1423.9    (f) COMPUTED    1 2
 CA0098
 CA0098.Superseded values are not recommended for survey control.
 CA0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0098.See file dsdata.txt to determine how the superseded data were derived.
 CA0098
 CA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV668463(NAD 83)
 CA0098_MARKER: X = CHISELED CROSS
 CA0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0098_SP_SET: RAIL
 CA0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0098
 CA0098  HISTORY     - Date     Condition        Report By
 CA0098  HISTORY     - UNK      MONUMENTED       USGS
 CA0098  HISTORY     - 1932     GOOD             NGS
 CA0098  HISTORY     - 1934     GOOD             NGS
 CA0098  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0098
 CA0098                          STATION DESCRIPTION
 CA0098
 CA0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0098'0.45 MI NW FROM OGLES.
 CA0098'0.45 MILE NORTHWEST OF THE STATION BOARD AT OGLES ON THE SANTA FE
 CA0098'R.R., ON THE EAST SIDE OF THE TRACK, OPPOSITE MILE POLE NO. 284, TOP
 CA0098'VERTICAL MILE RAIL NO. 284, CHISELED CROSS, ELEVATION 1,424.16 FEET,
 CA0098'RAIL MARKED U.S.B.M. 1,424.16 FEET.
 CA0098
 CA0098                          STATION RECOVERY (1934)
 CA0098
 CA0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0098'RECOVERED IN GOOD CONDITION.
 CA0098
 CA0098                          STATION RECOVERY (1983)
 CA0098
 CA0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0080 ***********************************************************************
 EM0080  DESIGNATION -  142.70
 EM0080  PID         -  EM0080
 EM0080  STATE/COUNTY-  TX/WILBARGER
 EM0080  USGS QUAD   -  ELECTRA (1991)
 EM0080
 EM0080                         *CURRENT SURVEY CONTROL
 EM0080  ___________________________________________________________________
 EM0080* NAD 83(1986)-  34 02 41.     (N)    098 57 18.     (W)     SCALED    
 EM0080* NAVD 88     -       372.293  (meters)    1221.43   (feet)  ADJUSTED  
 EM0080  ___________________________________________________________________
 EM0080  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 EM0080  DYNAMIC HT  -         371.880 (meters)    1220.08  (feet)  COMP
 EM0080  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 EM0080
 EM0080  VERT ORDER  -  FIRST     CLASS II
 EM0080
 EM0080.The horizontal coordinates were scaled from a topographic map and have
 EM0080.an estimated accuracy of +/- 6 seconds.
 EM0080
 EM0080.The orthometric height was determined by differential leveling
 EM0080.and adjusted by the National Geodetic Survey in June 1991..
 EM0080
 EM0080.The geoid height was determined by GEOID03.
 EM0080
 EM0080.The dynamic height is computed by dividing the NAVD 88
 EM0080.geopotential number by the normal gravity value computed on the
 EM0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0080.degrees latitude (g = 980.6199 gals.).
 EM0080
 EM0080.The modeled gravity was interpolated from observed gravity values.
 EM0080
 EM0080;                    North         East    Units  Estimated Accuracy
 EM0080;SPC TXNC     - 2,263,810.      557,990.      MT  (+/- 180 meters Scaled)
 EM0080
 EM0080                          SUPERSEDED SURVEY CONTROL
 EM0080
 EM0080  NGVD 29 (??/??/92)  372.213  (m)         1221.17   (f) ADJ UNCH    1 2
 EM0080
 EM0080.Superseded values are not recommended for survey control.
 EM0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0080.See file dsdata.txt to determine how the superseded data were derived.
 EM0080
 EM0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC041671(NAD 83)
 EM0080_MARKER: Q = CHISELED SQUARE
 EM0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0080_SP_SET: BRIDGE
 EM0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0080
 EM0080  HISTORY     - Date     Condition        Report By
 EM0080  HISTORY     - UNK      MONUMENTED       BNRR
 EM0080  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0080
 EM0080                          STATION DESCRIPTION
 EM0080
 EM0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0080'2.5 MI NW FROM ELECTRA.
 EM0080'IN WILBARGER COUNTY, 2.5 MILES NORTHWEST OF ELECTRA, WICHITA COUNTY,
 EM0080'AT BRIDGE 142.70, AND ON THE SOUTHWEST CORNER OF THE WEST BACK WALL. A
 EM0080'CHISELED SQUARE.  NOTE-- THE CONCRETE HEADWALL OF THE CULVERT WAS
 EM0080'COVERED BY A LARGE WOODEN BEAM SO CHISELED SQUARE COULD NOT BE
 EM0080'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0335 ***********************************************************************
 BL0335  DESIGNATION -  143
 BL0335  PID         -  BL0335
 BL0335  STATE/COUNTY-  TX/HARDIN
 BL0335  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0335
 BL0335                         *CURRENT SURVEY CONTROL
 BL0335  ___________________________________________________________________
 BL0335* NAD 83(1986)-  30 22 31.     (N)    094 19 12.     (W)     SCALED    
 BL0335* NAVD 88     -        22.97   (+/-2cm)      75.4    (feet)  VERTCON   
 BL0335  ___________________________________________________________________
 BL0335  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0335
 BL0335  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0335
 BL0335.The horizontal coordinates were scaled from a topographic map and have
 BL0335.an estimated accuracy of +/- 6 seconds.
 BL0335
 BL0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0335.The vertical order pertains to the NGVD 29 superseded value.
 BL0335
 BL0335.The geoid height was determined by GEOID03.
 BL0335
 BL0335;                    North         East    Units  Estimated Accuracy
 BL0335;SPC TX C     - 3,094,170.    1,277,690.      MT  (+/- 180 meters Scaled)
 BL0335
 BL0335                          SUPERSEDED SURVEY CONTROL
 BL0335
 BL0335  NGVD 29 (??/??/92)   22.968  (m)           75.35   (f) ADJ UNCH    2 0
 BL0335
 BL0335.Superseded values are not recommended for survey control.
 BL0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0335.See file dsdata.txt to determine how the superseded data were derived.
 BL0335
 BL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP731611(NAD 83)
 BL0335_MARKER: Z = SEE DESCRIPTION
 BL0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0335_SP_SET: SECTION RAIL
 BL0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0335
 BL0335  HISTORY     - Date     Condition        Report By
 BL0335  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0335  HISTORY     - 1935     GOOD             NGS
 BL0335  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 BL0335
 BL0335                          STATION DESCRIPTION
 BL0335
 BL0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0335'0.3 MI W FROM KOUNTZE.
 BL0335'0.3 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0335'STATION AT KOUNTZE, HARDIN COUNTY, OPPOSITE MILEPOST 143, AND 8 FEET
 BL0335'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0335'OF RAIL SET VERTICALLY.  NOTE-- IT WAS REPORTED IN 1963 THAT THIS
 BL0335'BENCH MARK IS ON THE NORTH SIDE OF TRACK AND 40 FEET NORTH OF THE
 BL0335'RAIL.
 BL0335
 BL0335                          STATION RECOVERY (1998)
 BL0335
 BL0335'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0446 ***********************************************************************
 BL0446  DESIGNATION -  1430
 BL0446  PID         -  BL0446
 BL0446  STATE/COUNTY-  TX/LIBERTY
 BL0446  USGS QUAD   -  ROMAYOR (1984)
 BL0446
 BL0446                         *CURRENT SURVEY CONTROL
 BL0446  ___________________________________________________________________
 BL0446* NAD 83(1986)-  30 27 20.     (N)    094 51 29.     (W)     SCALED    
 BL0446* NAVD 88     -        20.59   (+/-2cm)      67.6    (feet)  VERTCON   
 BL0446  ___________________________________________________________________
 BL0446  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0446
 BL0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0446
 BL0446.The horizontal coordinates were scaled from a topographic map and have
 BL0446.an estimated accuracy of +/- 6 seconds.
 BL0446
 BL0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0446.The vertical order pertains to the NGVD 29 superseded value.
 BL0446
 BL0446.The geoid height was determined by GEOID03.
 BL0446
 BL0446;                    North         East    Units  Estimated Accuracy
 BL0446;SPC TX C     - 3,100,390.    1,225,610.      MT  (+/- 180 meters Scaled)
 BL0446
 BL0446                          SUPERSEDED SURVEY CONTROL
 BL0446
 BL0446  NGVD 29 (??/??/92)   20.597  (m)           67.58   (f) ADJ UNCH    2 0
 BL0446
 BL0446.Superseded values are not recommended for survey control.
 BL0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0446.See file dsdata.txt to determine how the superseded data were derived.
 BL0446
 BL0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP216707(NAD 83)
 BL0446_MARKER: DD = SURVEY DISK
 BL0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0446_STAMPING: 1430 68.011
 BL0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0446+STABILITY: SURFACE MOTION
 BL0446
 BL0446  HISTORY     - Date     Condition        Report By
 BL0446  HISTORY     - UNK      MONUMENTED       DOD
 BL0446  HISTORY     - 1934     GOOD             NGS
 BL0446
 BL0446                          STATION DESCRIPTION
 BL0446
 BL0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0446'5.3 MI W FROM RYE.
 BL0446'5.3 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM RYE,
 BL0446'LIBERTY COUNTY, AT TRINITY RIVER, 0.8 MILE NORTH ALONG THE RIVER FROM
 BL0446'THE EAST END OF THE BRIDGE, ABOUT 450 FEET NORTH OF THE MOUNTH OF A
 BL0446'SIDE STREAM, AND 80 FEET EAST OF THE TOP OF THE RIVER BANK.  A CORPS
 BL0446'OF ENGINEERS, U. S. ARMY, STANDARD DISK, STAMPED 1430 68.011 AND SET
 BL0446'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0433 ***********************************************************************
 CT0433  DESIGNATION -  1439 CH SQ
 CT0433  PID         -  CT0433
 CT0433  STATE/COUNTY-  TX/CALLAHAN
 CT0433  USGS QUAD   -  BERNIE LAKE (1966)
 CT0433
 CT0433                         *CURRENT SURVEY CONTROL
 CT0433  ___________________________________________________________________
 CT0433* NAD 83(1986)-  32 29 15.     (N)    099 07 09.     (W)     SCALED    
 CT0433* NAVD 88     -       439.013  (meters)    1440.33   (feet)  ADJUSTED  
 CT0433  ___________________________________________________________________
 CT0433  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CT0433  DYNAMIC HT  -         438.451 (meters)    1438.48  (feet)  COMP
 CT0433  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 CT0433
 CT0433  VERT ORDER  -  SECOND    CLASS 0
 CT0433
 CT0433.The horizontal coordinates were scaled from a topographic map and have
 CT0433.an estimated accuracy of +/- 6 seconds.
 CT0433
 CT0433.The orthometric height was determined by differential leveling
 CT0433.and adjusted by the National Geodetic Survey in June 1991..
 CT0433
 CT0433.The geoid height was determined by GEOID03.
 CT0433
 CT0433.The dynamic height is computed by dividing the NAVD 88
 CT0433.geopotential number by the normal gravity value computed on the
 CT0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0433.degrees latitude (g = 980.6199 gals.).
 CT0433
 CT0433.The modeled gravity was interpolated from observed gravity values.
 CT0433
 CT0433;                    North         East    Units  Estimated Accuracy
 CT0433;SPC TXNC     - 2,091,190.      541,810.      MT  (+/- 180 meters Scaled)
 CT0433
 CT0433                          SUPERSEDED SURVEY CONTROL
 CT0433
 CT0433  NGVD 29 (??/??/92)  438.88   (m)         1439.9    (f) COMPUTED    2 0
 CT0433
 CT0433.Superseded values are not recommended for survey control.
 CT0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0433.See file dsdata.txt to determine how the superseded data were derived.
 CT0433
 CT0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA888944(NAD 83)
 CT0433_MARKER: Q = CHISELED SQUARE
 CT0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0433_SP_SET: PIER
 CT0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0433
 CT0433  HISTORY     - Date     Condition        Report By
 CT0433  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0433  HISTORY     - 1957     GOOD             NGS
 CT0433
 CT0433                          STATION DESCRIPTION
 CT0433
 CT0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0433'5.2 MI SE FROM MORAN.
 CT0433'IN CALLAHAN COUNTY, 5.2 MILES SOUTHEAST ALONG THE
 CT0433'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM MORAN, SHACKELFORD
 CT0433'COUNTY, 30 YARDS NORTHWEST SIDE OF THE STATION AT PUEBLO, ON THE TOP
 CT0433'OF THE MOST NORTHERLY PIER OF A GROUP OF PIERS, AND 13 FEET SOUTHWEST
 CT0433'OF THE SOUTHWEST RAIL.  NOTE-- THIS CHISELED SQUARE WAS RECOVERED BUT
 CT0433'WAS BARELY VISABLE DUE TO THE DETERIORATION OF THE CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0334 ***********************************************************************
 BL0334  DESIGNATION -  144
 BL0334  PID         -  BL0334
 BL0334  STATE/COUNTY-  TX/HARDIN
 BL0334  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0334
 BL0334                         *CURRENT SURVEY CONTROL
 BL0334  ___________________________________________________________________
 BL0334* NAD 83(1986)-  30 22 41.     (N)    094 18 15.     (W)     SCALED    
 BL0334* NAVD 88     -        21.85   (+/-2cm)      71.7    (feet)  VERTCON   
 BL0334  ___________________________________________________________________
 BL0334  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0334
 BL0334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0334
 BL0334.The horizontal coordinates were scaled from a topographic map and have
 BL0334.an estimated accuracy of +/- 6 seconds.
 BL0334
 BL0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0334.The vertical order pertains to the NGVD 29 superseded value.
 BL0334
 BL0334.The geoid height was determined by GEOID03.
 BL0334
 BL0334;                    North         East    Units  Estimated Accuracy
 BL0334;SPC TX C     - 3,094,560.    1,279,200.      MT  (+/- 180 meters Scaled)
 BL0334
 BL0334                          SUPERSEDED SURVEY CONTROL
 BL0334
 BL0334  NGVD 29 (??/??/92)   21.847  (m)           71.68   (f) ADJ UNCH    2 0
 BL0334
 BL0334.Superseded values are not recommended for survey control.
 BL0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0334.See file dsdata.txt to determine how the superseded data were derived.
 BL0334
 BL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP746613(NAD 83)
 BL0334_MARKER: Z = SEE DESCRIPTION
 BL0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0334_SP_SET: SECTION RAIL
 BL0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0334
 BL0334  HISTORY     - Date     Condition        Report By
 BL0334  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0334  HISTORY     - 1935     GOOD             NGS
 BL0334  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 BL0334
 BL0334                          STATION DESCRIPTION
 BL0334
 BL0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0334'0.8 MI E FROM KOUNTZE.
 BL0334'0.8 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0334'STATION AT KOUNTZE, HARDIN COUNTY, OPPOSITE MILEPOST 144, AND 8 FEET
 BL0334'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0334'OF RAIL SET VERTICALLY.
 BL0334
 BL0334                          STATION RECOVERY (1998)
 BL0334
 BL0334'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3491 ***********************************************************************
 AW3491  DESIGNATION -  144+00 800
 AW3491  PID         -  AW3491
 AW3491  STATE/COUNTY-  TX/HARRIS
 AW3491  USGS QUAD   -  LA PORTE (1982)
 AW3491
 AW3491                         *CURRENT SURVEY CONTROL
 AW3491  ___________________________________________________________________
 AW3491* NAD 83(1986)-  29 42 10.     (N)    095 01 10.     (W)     SCALED    
 AW3491* NAVD 88     -         1.37   (+/-2cm)       4.5    (feet)  VERTCON   
 AW3491  ___________________________________________________________________
 AW3491  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3491
 AW3491  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3491
 AW3491.The horizontal coordinates were scaled from a topographic map and have
 AW3491.an estimated accuracy of +/- 6 seconds.
 AW3491
 AW3491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3491.The vertical order pertains to the NGVD 29 superseded value.
 AW3491
 AW3491.The geoid height was determined by GEOID03.
 AW3491
 AW3491;                    North         East    Units  Estimated Accuracy
 AW3491;SPC TXSC     - 4,213,740.      985,090.      MT  (+/- 180 meters Scaled)
 AW3491
 AW3491                          SUPERSEDED SURVEY CONTROL
 AW3491
 AW3491  NGVD 29 (??/??/92)    1.367  (m)            4.48   (f) ADJ UNCH    1 2
 AW3491
 AW3491.Superseded values are not recommended for survey control.
 AW3491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3491.See file dsdata.txt to determine how the superseded data were derived.
 AW3491
 AW3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN046875(NAD 83)
 AW3491_MARKER: DD = SURVEY DISK
 AW3491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3491_STAMPING: 144+00 800
 AW3491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3491+STABILITY: SURFACE MOTION
 AW3491
 AW3491  HISTORY     - Date     Condition        Report By
 AW3491  HISTORY     - UNK      MONUMENTED       USE
 AW3491  HISTORY     - 1964     GOOD             NGS
 AW3491
 AW3491                          STATION DESCRIPTION
 AW3491
 AW3491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3491'3.0 MI NW FROM MORGAN POINT.
 AW3491'ABOUT 3.0 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3491'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3491'BANK OF SPILMAN ISLAND, ABOUT 0.2 MILE NORTHEAST OF THE SOUTHWEST END
 AW3491'OF THE BAYTOWN-LA PORTE TUNNEL, 281 FEET SOUTHEAST OF THE CENTER LINE
 AW3491'OF A SHELL BANK AT A CURVE IN THE SHORELINE OF THE SHIP CHANNEL, 50
 AW3491'FEET SOUTHWEST OF THE HIGH WATER LINE, 21 1/2 FEET NORTHWEST OF A
 AW3491'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0329 ***********************************************************************
 CT0329  DESIGNATION -  1445.2
 CT0329  PID         -  CT0329
 CT0329  STATE/COUNTY-  TX/SHACKELFORD
 CT0329  USGS QUAD   -  ALBANY (1965)
 CT0329
 CT0329                         *CURRENT SURVEY CONTROL
 CT0329  ___________________________________________________________________
 CT0329* NAD 83(1986)-  32 43 59.     (N)    099 19 41.     (W)     SCALED    
 CT0329* NAVD 88     -       440.639  (meters)    1445.66   (feet)  ADJUSTED  
 CT0329  ___________________________________________________________________
 CT0329  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CT0329  DYNAMIC HT  -         440.079 (meters)    1443.83  (feet)  COMP
 CT0329  MODELED GRAV-     979,354.9   (mgal)                       NAVD 88
 CT0329
 CT0329  VERT ORDER  -  SECOND    CLASS 0
 CT0329
 CT0329.The horizontal coordinates were scaled from a topographic map and have
 CT0329.an estimated accuracy of +/- 6 seconds.
 CT0329
 CT0329.The orthometric height was determined by differential leveling
 CT0329.and adjusted by the National Geodetic Survey in June 1991..
 CT0329
 CT0329.The geoid height was determined by GEOID03.
 CT0329
 CT0329.The dynamic height is computed by dividing the NAVD 88
 CT0329.geopotential number by the normal gravity value computed on the
 CT0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0329.degrees latitude (g = 980.6199 gals.).
 CT0329
 CT0329.The modeled gravity was interpolated from observed gravity values.
 CT0329
 CT0329;                    North         East    Units  Estimated Accuracy
 CT0329;SPC TXNC     - 2,118,560.      522,390.      MT  (+/- 180 meters Scaled)
 CT0329
 CT0329                          SUPERSEDED SURVEY CONTROL
 CT0329
 CT0329  NGVD 29 (??/??/92)  440.510  (m)         1445.24   (f) ADJ UNCH    2 0
 CT0329
 CT0329.Superseded values are not recommended for survey control.
 CT0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0329.See file dsdata.txt to determine how the superseded data were derived.
 CT0329
 CT0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB692217(NAD 83)
 CT0329_MARKER: DD = SURVEY DISK
 CT0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0329_SP_SET: ABUTMENT
 CT0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0329
 CT0329  HISTORY     - Date     Condition        Report By
 CT0329  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0329  HISTORY     - 1965     GOOD             USGS
 CT0329
 CT0329                          STATION DESCRIPTION
 CT0329
 CT0329'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CT0329'1.8 MI W FROM ALBANY.
 CT0329'1.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0329'ALBANY, SHACKELFORD COUNTY, AT CONCRETE BRIDGE 189.9, IN THE TOP OF
 CT0329'THE WEST ABUTMENT, AND 5 FEET SOUTH OF THE CENTER LINE OF THE TRACK. A
 CT0329'MISSOURI-KANSAS-TEXAS RAILROAD STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1863 ***********************************************************************
 BK1863  DESIGNATION -  144.84 ATSFRR
 BK1863  PID         -  BK1863
 BK1863  STATE/COUNTY-  TX/JASPER
 BK1863  USGS QUAD   -  KIRBYVILLE (1984)
 BK1863
 BK1863                         *CURRENT SURVEY CONTROL
 BK1863  ___________________________________________________________________
 BK1863* NAD 83(1986)-  30 42 41.     (N)    093 53 01.     (W)     SCALED    
 BK1863* NAVD 88     -        44.50   (+/-2cm)     146.0    (feet)  VERTCON   
 BK1863  ___________________________________________________________________
 BK1863  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BK1863
 BK1863  VERT ORDER  -  ? (See Below)
 BK1863
 BK1863.The horizontal coordinates were scaled from a topographic map and have
 BK1863.an estimated accuracy of +/- 6 seconds.
 BK1863
 BK1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1863.The vertical order pertains to the NGVD 29 superseded value.
 BK1863
 BK1863.The geoid height was determined by GEOID03.
 BK1863
 BK1863;                    North         East    Units  Estimated Accuracy
 BK1863;SPC TX C     - 3,133,720.    1,317,410.      MT  (+/- 180 meters Scaled)
 BK1863
 BK1863                          SUPERSEDED SURVEY CONTROL
 BK1863
 BK1863  NGVD 29 (??/??/??)   44.490  (m)          145.96   (f) ADJUSTED    ?  
 BK1863
 BK1863.Superseded values are not recommended for survey control.
 BK1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1863.See file dsdata.txt to determine how the superseded data were derived.
 BK1863
 BK1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP153979(NAD 83)
 BK1863_MARKER: Z = SEE DESCRIPTION
 BK1863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1863_SP_SET: RAIL
 BK1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1863
 BK1863  HISTORY     - Date     Condition        Report By
 BK1863  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1863  HISTORY     - 1932     GOOD             CGS
 BK1863  HISTORY     - 1934     GOOD             CGS
 BK1863
 BK1863                          STATION DESCRIPTION
 BK1863
 BK1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1863'3.5 MI N FROM KIRBYVILLE.
 BK1863'3.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1863'STATION AT KIRBYVILLE, JASPER COUNTY, 45 FEET WEST OF MILE RAIL 56, 35
 BK1863'FEET WEST OF THE TRACK, AND 3 FEET WEST OF MILE POLE 56.  THE TOP OF A
 BK1863'VERTICAL RAIL PROJECTING 1 FOOT ABOVE GROUND.
 BK1863
 BK1863                          STATION RECOVERY (1934)
 BK1863
 BK1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0333 ***********************************************************************
 BL0333  DESIGNATION -  145
 BL0333  PID         -  BL0333
 BL0333  STATE/COUNTY-  TX/HARDIN
 BL0333  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0333
 BL0333                         *CURRENT SURVEY CONTROL
 BL0333  ___________________________________________________________________
 BL0333* NAD 83(1986)-  30 22 55.     (N)    094 17 15.     (W)     SCALED    
 BL0333* NAVD 88     -        14.52   (+/-2cm)      47.6    (feet)  VERTCON   
 BL0333  ___________________________________________________________________
 BL0333  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0333
 BL0333  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0333
 BL0333.The horizontal coordinates were scaled from a topographic map and have
 BL0333.an estimated accuracy of +/- 6 seconds.
 BL0333
 BL0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0333.The vertical order pertains to the NGVD 29 superseded value.
 BL0333
 BL0333.The geoid height was determined by GEOID03.
 BL0333
 BL0333;                    North         East    Units  Estimated Accuracy
 BL0333;SPC TX C     - 3,095,080.    1,280,770.      MT  (+/- 180 meters Scaled)
 BL0333
 BL0333                          SUPERSEDED SURVEY CONTROL
 BL0333
 BL0333  NGVD 29 (??/??/92)   14.516  (m)           47.62   (f) ADJ UNCH    2 0
 BL0333
 BL0333.Superseded values are not recommended for survey control.
 BL0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0333.See file dsdata.txt to determine how the superseded data were derived.
 BL0333
 BL0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP762618(NAD 83)
 BL0333_MARKER: Z = SEE DESCRIPTION
 BL0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0333_SP_SET: SECTION RAIL
 BL0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0333
 BL0333  HISTORY     - Date     Condition        Report By
 BL0333  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0333  HISTORY     - 1935     GOOD             NGS
 BL0333  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 BL0333
 BL0333                          STATION DESCRIPTION
 BL0333
 BL0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0333'1.8 MI E FROM KOUNTZE.
 BL0333'1.8 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0333'STATION AT KOUNTZE, HARDIN COUNTY, OPPOSITE MILEPOST 145, AND 8 FEET
 BL0333'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0333'OF RAIL SET VERTICALLY.
 BL0333
 BL0333                          STATION RECOVERY (1998)
 BL0333
 BL0333'RECOVERY NOTE BY US POWER SQUADRON 1998
 BL0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5048 ***********************************************************************
 AW5048  DESIGNATION -  145+00 USE
 AW5048  PID         -  AW5048
 AW5048  STATE/COUNTY-  TX/HARRIS
 AW5048  USGS QUAD   -  LA PORTE (1982)
 AW5048
 AW5048                         *CURRENT SURVEY CONTROL
 AW5048  ___________________________________________________________________
 AW5048* NAD 83(1993)-  29 42 09.60574(N)    095 01 09.37512(W)     ADJUSTED  
 AW5048* NAVD 88     -         1.81   (+/-2cm)       5.9    (feet)  VERTCON   
 AW5048  ___________________________________________________________________
 AW5048  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW5048  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW5048
 AW5048  HORZ ORDER  -  THIRD
 AW5048  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5048
 AW5048.The horizontal coordinates were established by classical geodetic methods
 AW5048.and adjusted by the National Geodetic Survey in February 1996..
 AW5048
 AW5048.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5048.The vertical order pertains to the NGVD 29 superseded value.
 AW5048
 AW5048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5048
 AW5048.The geoid height was determined by GEOID03.
 AW5048
 AW5048;                    North         East     Units Scale Factor Converg.
 AW5048;SPC TXSC     - 4,213,727.631   985,106.400   MT  0.99988377   +1 57 00.8
 AW5048;SPC TXSC     -13,824,538.07  3,231,969.91   sFT  0.99988377   +1 57 00.8
 AW5048;UTM  15      - 3,287,545.484   304,647.318   MT  1.00007089   -1 00 03.1
 AW5048
 AW5048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5048!SPC TXSC     -   1.00000398  x   0.99988377  =   0.99988775
 AW5048!UTM  15      -   1.00000398  x   1.00007089  =   1.00007487
 AW5048
 AW5048                          SUPERSEDED SURVEY CONTROL
 AW5048
 AW5048  NAD 83(1986)-  29 42 09.62187(N)    095 01 09.35602(W) AD(       ) 3
 AW5048  NAD 27      -  29 42 08.79803(N)    095 01 08.61208(W) AD(       ) 3
 AW5048  NGVD 29 (??/??/92)    1.812  (m)            5.94   (f) ADJ UNCH    1 2
 AW5048
 AW5048.Superseded values are not recommended for survey control.
 AW5048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5048.See file dsdata.txt to determine how the superseded data were derived.
 AW5048
 AW5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0464787545(NAD 83)
 AW5048_MARKER: DD = SURVEY DISK
 AW5048_SETTING: 0 = UNSPECIFIED SETTING
 AW5048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5048
 AW5048  HISTORY     - Date     Condition        Report By
 AW5048  HISTORY     - 1938     MONUMENTED       USE
 AW5048  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW5048  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW5048
 AW5048                          STATION DESCRIPTION
 AW5048
 AW5048'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW5048'STATION WAS NOT RECOVERED.  A SEARCH OF THE AREA WAS MADE
 AW5048'BUT THE STATION WAS NOT FOUND.  A TUNNEL IS UNDER CONSTRUCTION
 AW5048'AT THIS LOCATION AND WORKERS ON THE CONSTRUCTION JOB STATED
 AW5048'THAT THE MONUMENT WAS DESTROYED DURING CONSTRUCTION WORK.
 AW5048
 AW5048                          STATION RECOVERY (1994)
 AW5048
 AW5048'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1865 ***********************************************************************
 BK1865  DESIGNATION -  145.26 ATSFRR
 BK1865  PID         -  BK1865
 BK1865  STATE/COUNTY-  TX/JASPER
 BK1865  USGS QUAD   -  KIRBYVILLE (1984)
 BK1865
 BK1865                         *CURRENT SURVEY CONTROL
 BK1865  ___________________________________________________________________
 BK1865* NAD 83(1986)-  30 43 33.     (N)    093 52 51.     (W)     SCALED    
 BK1865* NAVD 88     -        44.62   (+/-2cm)     146.4    (feet)  VERTCON   
 BK1865  ___________________________________________________________________
 BK1865  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BK1865
 BK1865  VERT ORDER  -  ? (See Below)
 BK1865
 BK1865.The horizontal coordinates were scaled from a topographic map and have
 BK1865.an estimated accuracy of +/- 6 seconds.
 BK1865
 BK1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1865.The vertical order pertains to the NGVD 29 superseded value.
 BK1865
 BK1865.The geoid height was determined by GEOID03.
 BK1865
 BK1865;                    North         East    Units  Estimated Accuracy
 BK1865;SPC TX C     - 3,135,330.    1,317,590.      MT  (+/- 180 meters Scaled)
 BK1865
 BK1865                          SUPERSEDED SURVEY CONTROL
 BK1865
 BK1865  NGVD 29 (??/??/??)   44.616  (m)          146.38   (f) ADJUSTED    ?  
 BK1865
 BK1865.Superseded values are not recommended for survey control.
 BK1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1865.See file dsdata.txt to determine how the superseded data were derived.
 BK1865
 BK1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP156995(NAD 83)
 BK1865_MARKER: Z = SEE DESCRIPTION
 BK1865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1865_SP_SET: RAIL
 BK1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1865
 BK1865  HISTORY     - Date     Condition        Report By
 BK1865  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1865  HISTORY     - 1932     GOOD             CGS
 BK1865  HISTORY     - 1934     GOOD             CGS
 BK1865
 BK1865                          STATION DESCRIPTION
 BK1865
 BK1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1865'4.5 MI N FROM KIRBYVILLE.
 BK1865'4.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1865'STATION AT KIRBYVILLE, JASPER COUNTY, 35 FEET WEST OF THE TRACK, AND 3
 BK1865'FEET WEST OF MILE POLE 57.  THE TOP OF A VERTICAL RAIL PROJECTING 1
 BK1865'FOOT ABOVE GROUND.
 BK1865
 BK1865                          STATION RECOVERY (1934)
 BK1865
 BK1865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0613 ***********************************************************************
 AW0613  DESIGNATION -  145+87.45
 AW0613  PID         -  AW0613
 AW0613  STATE/COUNTY-  TX/GALVESTON
 AW0613  USGS QUAD   -  
 AW0613
 AW0613                         *CURRENT SURVEY CONTROL
 AW0613  ___________________________________________________________________
 AW0613* NAD 83(1986)-  29 14 37.     (N)    094 51 55.     (W)     SCALED    
 AW0613* NAVD 88     -         4.549  (meters)      14.92   (feet)  ADJUSTED  
 AW0613  ___________________________________________________________________
 AW0613  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0613  DYNAMIC HT  -           4.542 (meters)      14.90  (feet)  COMP
 AW0613  MODELED GRAV-     979,256.4   (mgal)                       NAVD 88
 AW0613
 AW0613  VERT ORDER  -  FIRST     CLASS I
 AW0613
 AW0613.The horizontal coordinates were scaled from a topographic map and have
 AW0613.an estimated accuracy of +/- 6 seconds.
 AW0613
 AW0613.The orthometric height was determined by differential leveling
 AW0613.and adjusted by the National Geodetic Survey in June 1991..
 AW0613
 AW0613.The geoid height was determined by GEOID03.
 AW0613
 AW0613.The dynamic height is computed by dividing the NAVD 88
 AW0613.geopotential number by the normal gravity value computed on the
 AW0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0613.degrees latitude (g = 980.6199 gals.).
 AW0613
 AW0613.The modeled gravity was interpolated from observed gravity values.
 AW0613
 AW0613;                    North         East    Units  Estimated Accuracy
 AW0613;SPC TXSC     - 4,163,400.    1,001,800.      MT  (+/- 180 meters Scaled)
 AW0613
 AW0613                          SUPERSEDED SURVEY CONTROL
 AW0613
 AW0613  NGVD 29 (12/23/87)    4.545  (m)           14.91   (f) ADJUSTED    1 1
 AW0613
 AW0613.Superseded values are not recommended for survey control.
 AW0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0613.See file dsdata.txt to determine how the superseded data were derived.
 AW0613
 AW0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN187364(NAD 83)
 AW0613_MARKER: DD = SURVEY DISK
 AW0613_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0613_SP_SET: SEAWALL
 AW0613_STAMPING: 145+87.45
 AW0613_MARK LOGO: USE   
 AW0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0613+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 AW0613
 AW0613  HISTORY     - Date     Condition        Report By
 AW0613  HISTORY     - UNK      MONUMENTED       USE
 AW0613  HISTORY     - 1964     GOOD             NGS
 AW0613  HISTORY     - 1978     GOOD             NGS
 AW0613  HISTORY     - 1986     GOOD             USPSQD
 AW0613  HISTORY     - 1987     GOOD             USPSQD
 AW0613  HISTORY     - 1987     GOOD             USPSQD
 AW0613  HISTORY     - 1987     GOOD             NGS
 AW0613  HISTORY     - 1988     GOOD             USPSQD
 AW0613  HISTORY     - 1988     GOOD             USPSQD
 AW0613  HISTORY     - 1988     GOOD             USPSQD
 AW0613  HISTORY     - 1988     GOOD             USPSQD
 AW0613  HISTORY     - 1988     GOOD             USPSQD
 AW0613  HISTORY     - 1988     GOOD             USPSQD
 AW0613  HISTORY     - 1988     GOOD             USPSQD
 AW0613  HISTORY     - 1988     GOOD             USPSQD
 AW0613  HISTORY     - 1989     GOOD             USPSQD
 AW0613  HISTORY     - 1989     GOOD             USPSQD
 AW0613  HISTORY     - 1989     GOOD             USPSQD
 AW0613  HISTORY     - 1989     GOOD             USPSQD
 AW0613  HISTORY     - 1989     GOOD             USPSQD
 AW0613  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0613  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0613  HISTORY     - 1989     GOOD             USPSQD
 AW0613  HISTORY     - 1989     GOOD             USPSQD
 AW0613  HISTORY     - 20020720 GOOD             USPSQD
 AW0613
 AW0613                          STATION DESCRIPTION
 AW0613
 AW0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0613'5.8 MI SW FROM GALVESTON.
 AW0613'ABOUT 5.8 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0613'CENTER AT GALVESTON, ABOUT 0.15 MILE NORTHEAST OF A CONCRETE CITY
 AW0613'LIMITS SIGN, 0.35 MILE NORTHEAST OF THE SOUTHWEST END OF A SEA WALL,
 AW0613'52 FEET SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, AND SET IN THE
 AW0613'TOP OF A 3-FOOT WIDE CONCRETE SEA WALL.
 AW0613
 AW0613                          STATION RECOVERY (1978)
 AW0613
 AW0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1986)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1987)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1987)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1987)
 AW0613
 AW0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1988)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1988)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1988)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1988)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1988)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1988)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1988)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1988)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1989)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1989)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1989)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1989)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1989)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1989)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0613'MARK NOT FOUND.
 AW0613
 AW0613                          STATION RECOVERY (1989)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0613'MARK NOT FOUND.
 AW0613
 AW0613                          STATION RECOVERY (1989)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (1989)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0613'RECOVERED IN GOOD CONDITION.
 AW0613
 AW0613                          STATION RECOVERY (2002)
 AW0613
 AW0613'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0845 ***********************************************************************
 AW0845  DESIGNATION -  146 RESET
 AW0845  PID         -  AW0845
 AW0845  STATE/COUNTY-  TX/HARRIS
 AW0845  USGS QUAD   -  CROSBY (1982)
 AW0845
 AW0845                         *CURRENT SURVEY CONTROL
 AW0845  ___________________________________________________________________
 AW0845* NAD 83(1986)-  29 58 10.     (N)    095 05 11.     (W)     SCALED    
 AW0845* NAVD 88     -        17.843  (meters)      58.54   (feet)  ADJUSTED  
 AW0845  ___________________________________________________________________
 AW0845  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW0845  DYNAMIC HT  -          17.819 (meters)      58.46  (feet)  COMP
 AW0845  MODELED GRAV-     979,305.0   (mgal)                       NAVD 88
 AW0845  OBS GRAVITY -     979,305.1   (mgal)                       GRAV_OBS
 AW0845
 AW0845  VERT ORDER  -  FIRST     CLASS II
 AW0845
 AW0845.The horizontal coordinates were scaled from a topographic map and have
 AW0845.an estimated accuracy of +/- 6 seconds.
 AW0845
 AW0845.The orthometric height was determined by differential leveling
 AW0845.and adjusted by the National Geodetic Survey in June 1991..
 AW0845
 AW0845.The geoid height was determined by GEOID03.
 AW0845
 AW0845.The dynamic height is computed by dividing the NAVD 88
 AW0845.geopotential number by the normal gravity value computed on the
 AW0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0845.degrees latitude (g = 980.6199 gals.).
 AW0845
 AW0845.The modeled gravity was interpolated from observed gravity values.
 AW0845.The observed gravity was obtained from relative gravimeter ties
 AW0845.to the IGSN71 gravity network.
 AW0845
 AW0845;                    North         East    Units  Estimated Accuracy
 AW0845;SPC TXSC     - 4,243,060.      977,630.      MT  (+/- 180 meters Scaled)
 AW0845
 AW0845                          SUPERSEDED SURVEY CONTROL
 AW0845
 AW0845  NGVD 29 (12/23/87)   17.841  (m)           58.53   (f) ADJUSTED    1 2
 AW0845
 AW0845.Superseded values are not recommended for survey control.
 AW0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0845.See file dsdata.txt to determine how the superseded data were derived.
 AW0845
 AW0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP986172(NAD 83)
 AW0845_MARKER: DB = BENCH MARK DISK
 AW0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0845_SP_SET: CONCRETE POST
 AW0845_STAMPING: 146 RESET 1956
 AW0845_MARK LOGO: CGS   
 AW0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0845+STABILITY: SURFACE MOTION
 AW0845
 AW0845  HISTORY     - Date     Condition        Report By
 AW0845  HISTORY     - 1956     MONUMENTED       CGS
 AW0845  HISTORY     - 1973     GOOD             NGS
 AW0845  HISTORY     - 1978     GOOD             NGS
 AW0845  HISTORY     - 1978     GOOD             DOD
 AW0845  HISTORY     - 1987     GOOD             USPSQD
 AW0845  HISTORY     - 1987     GOOD             NGS
 AW0845  HISTORY     - 19940111 GOOD             USPSQD
 AW0845  HISTORY     - 20010730 GOOD             NGS
 AW0845
 AW0845                          STATION DESCRIPTION
 AW0845
 AW0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0845'4.4 MI N FROM CROSBY.
 AW0845'ABOUT 4.4 MILES NORTH ALONG F.M 2100 FROM THE CROSSING OF THE SOUTHERN
 AW0845'PACIFIC RAILROAD AND FM 2100 AT CROSBY, 112 FEET EAST OF THE CENTER
 AW0845'LINE OF FM 2100 HIGHWAY, 35 FEET SOUTH OF THE CENTER LINE OF STROKER
 AW0845'ROAD, 60 FEET EAST OF A FENCE CORNER.  SET IN THE FENCE ROW OF A FENCE
 AW0845'RUNNING EAST AND WEST ON THE SOUTH SIDE OF STROKER ROAD, ABOUT 2 FEET
 AW0845'SOUTH OF A METAL WITNESS POST ABOUT LEVEL WITH THE HIGHWAY AND IN THE
 AW0845'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0845
 AW0845                          STATION RECOVERY (1978)
 AW0845
 AW0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0845'RECOVERED IN GOOD CONDITION.
 AW0845
 AW0845                          STATION RECOVERY (1978)
 AW0845
 AW0845'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0845'RECOVERED IN GOOD CONDITION.
 AW0845
 AW0845                          STATION RECOVERY (1987)
 AW0845
 AW0845'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW0845'RECOVERED IN GOOD CONDITION.
 AW0845
 AW0845                          STATION RECOVERY (1987)
 AW0845
 AW0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0845'RECOVERED IN GOOD CONDITION.
 AW0845
 AW0845                          STATION RECOVERY (1994)
 AW0845
 AW0845'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0845'RECOVERED IN GOOD CONDITION.
 AW0845
 AW0845                          STATION RECOVERY (2001)
 AW0845
 AW0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0845'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0213 ***********************************************************************
 AH0213  DESIGNATION -  146 USE
 AH0213  PID         -  AH0213
 AH0213  STATE/COUNTY-  TX/NUECES
 AH0213  USGS QUAD   -  PORT ARANSAS (1975)
 AH0213
 AH0213                         *CURRENT SURVEY CONTROL
 AH0213  ___________________________________________________________________
 AH0213* NAD 83(1986)-  27 52 30.     (N)    097 05 32.     (W)     SCALED    
 AH0213* NAVD 88     -         0.17   (+/-2cm)       0.6    (feet)  VERTCON   
 AH0213  ___________________________________________________________________
 AH0213  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH0213
 AH0213  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0213
 AH0213.The horizontal coordinates were scaled from a topographic map and have
 AH0213.an estimated accuracy of +/- 6 seconds.
 AH0213
 AH0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0213.The vertical order pertains to the NGVD 29 superseded value.
 AH0213
 AH0213.The geoid height was determined by GEOID03.
 AH0213
 AH0213;                    North         East    Units  Estimated Accuracy
 AH0213;SPC TX S     - 5,245,450.      438,630.      MT  (+/- 180 meters Scaled)
 AH0213
 AH0213                          SUPERSEDED SURVEY CONTROL
 AH0213
 AH0213  NGVD 29 (??/??/92)    0.29   (m)            1.0    (f) COMPUTED    1 2
 AH0213
 AH0213.Superseded values are not recommended for survey control.
 AH0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0213.See file dsdata.txt to determine how the superseded data were derived.
 AH0213
 AH0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR878848(NAD 83)
 AH0213_MARKER: DD = SURVEY DISK
 AH0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0213_STAMPING: 146 1949
 AH0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0213+STABILITY: SURFACE MOTION
 AH0213
 AH0213  HISTORY     - Date     Condition        Report By
 AH0213  HISTORY     - 1949     MONUMENTED       DOD
 AH0213  HISTORY     - 1959     GOOD             NGS
 AH0213  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0213  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH0213
 AH0213                          STATION DESCRIPTION
 AH0213
 AH0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0213'3.4 MI E FROM ARANSAS PASS.
 AH0213'ABOUT 3.4 MILES EAST ALONG THE CAUSEWAY FROM THE TOLL GATE AT ARANSAS
 AH0213'PASS, ABOUT 250 FEET EAST OF THE EAST CORNER OF A BRIDGE, 149 FEET
 AH0213'NORTHEAST OF THE CENTER LINE OF THE ROAD, 95 FEET EAST OF A POWER POLE
 AH0213'WHICH IS IN THE NORTHEAST ROW OF POLES, 49 FEET NORTHEAST OF A ROW OF
 AH0213'POLES, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AH0213'THE ROAD, AND IN THE TOP OF A CONCRETE POST 5 INCHES BELOW THE TOP OF
 AH0213'THE GROUND.
 AH0213
 AH0213                          STATION RECOVERY (1978)
 AH0213
 AH0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0213'SEARCHED FOR BUT NOT RECOVERED, OLD CAUSEWAY AND BRIDGES HAVE BEEN
 AH0213'REPLACED.
 AH0213
 AH0213                          STATION RECOVERY (1997)
 AH0213
 AH0213'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0133 ***********************************************************************
 EN0133  DESIGNATION -  1464+00
 EN0133  PID         -  EN0133
 EN0133  STATE/COUNTY-  TX/HALL
 EN0133  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0133
 EN0133                         *CURRENT SURVEY CONTROL
 EN0133  ___________________________________________________________________
 EN0133* NAD 83(1986)-  34 26 47.     (N)    100 51 57.     (W)     SCALED    
 EN0133* NAVD 88     -       697.359  (meters)    2287.92   (feet)  ADJUSTED  
 EN0133  ___________________________________________________________________
 EN0133  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EN0133  DYNAMIC HT  -         696.539 (meters)    2285.23  (feet)  COMP
 EN0133  MODELED GRAV-     979,437.2   (mgal)                       NAVD 88
 EN0133
 EN0133  VERT ORDER  -  FIRST     CLASS II
 EN0133
 EN0133.The horizontal coordinates were scaled from a topographic map and have
 EN0133.an estimated accuracy of +/- 6 seconds.
 EN0133
 EN0133.The orthometric height was determined by differential leveling
 EN0133.and adjusted by the National Geodetic Survey in June 1991..
 EN0133
 EN0133.The geoid height was determined by GEOID03.
 EN0133
 EN0133.The dynamic height is computed by dividing the NAVD 88
 EN0133.geopotential number by the normal gravity value computed on the
 EN0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0133.degrees latitude (g = 980.6199 gals.).
 EN0133
 EN0133.The modeled gravity was interpolated from observed gravity values.
 EN0133
 EN0133;                    North         East    Units  Estimated Accuracy
 EN0133;SPC TX N     - 1,049,710.      258,280.      MT  (+/- 180 meters Scaled)
 EN0133
 EN0133                          SUPERSEDED SURVEY CONTROL
 EN0133
 EN0133  NGVD 29 (??/??/92)  697.057  (m)         2286.93   (f) ADJ UNCH    1 2
 EN0133
 EN0133.Superseded values are not recommended for survey control.
 EN0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0133.See file dsdata.txt to determine how the superseded data were derived.
 EN0133
 EN0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD285132(NAD 83)
 EN0133_MARKER: Z = SEE DESCRIPTION
 EN0133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0133_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0133
 EN0133  HISTORY     - Date     Condition        Report By
 EN0133  HISTORY     - UNK      MONUMENTED       BNRR
 EN0133  HISTORY     - 1933     GOOD             NGS
 EN0133  HISTORY     - 1934     GOOD             NGS
 EN0133
 EN0133                          STATION DESCRIPTION
 EN0133
 EN0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0133'4.2 MI NE FROM TURKEY.
 EN0133'4.2 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0133'THE STATION AT TURKEY, HALL COUNTY, AT STATION 146+00 (MILEAGE
 EN0133'264.77), ABOUT 100 YARDS NORTHEAST OF WOODEN TRESTLE P 264.84, ABOUT
 EN0133'30 FEET NORTHWEST OF THE TRACK, ABOUT 40 FEET SOUTHEAST OF THE
 EN0133'RIGHT-OF-WAY FENCE, AND AT THE TOP OF A DIKE.  THE TOP OF A
 EN0133'CONCRETE-FILLED PIPE PROJECTING ABOUT 18 INCHES ABOVE GROUND.
 EN0133
 EN0133                          STATION RECOVERY (1934)
 EN0133
 EN0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0331 ***********************************************************************
 BL0331  DESIGNATION -  147
 BL0331  PID         -  BL0331
 BL0331  STATE/COUNTY-  TX/HARDIN
 BL0331  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0331
 BL0331                         *CURRENT SURVEY CONTROL
 BL0331  ___________________________________________________________________
 BL0331* NAD 83(1986)-  30 22 53.     (N)    094 15 19.     (W)     SCALED    
 BL0331* NAVD 88     -        15.20   (+/-2cm)      49.9    (feet)  VERTCON   
 BL0331  ___________________________________________________________________
 BL0331  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0331
 BL0331  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0331
 BL0331.The horizontal coordinates were scaled from a topographic map and have
 BL0331.an estimated accuracy of +/- 6 seconds.
 BL0331
 BL0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0331.The vertical order pertains to the NGVD 29 superseded value.
 BL0331
 BL0331.The geoid height was determined by GEOID03.
 BL0331
 BL0331;                    North         East    Units  Estimated Accuracy
 BL0331;SPC TX C     - 3,095,190.    1,283,870.      MT  (+/- 180 meters Scaled)
 BL0331
 BL0331                          SUPERSEDED SURVEY CONTROL
 BL0331
 BL0331  NGVD 29 (??/??/92)   15.191  (m)           49.84   (f) ADJ UNCH    2 0
 BL0331
 BL0331.Superseded values are not recommended for survey control.
 BL0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0331.See file dsdata.txt to determine how the superseded data were derived.
 BL0331
 BL0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP793617(NAD 83)
 BL0331_MARKER: Z = SEE DESCRIPTION
 BL0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0331_SP_SET: SECTION RAIL
 BL0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0331
 BL0331  HISTORY     - Date     Condition        Report By
 BL0331  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0331  HISTORY     - 1935     GOOD             NGS
 BL0331
 BL0331                          STATION DESCRIPTION
 BL0331
 BL0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0331'3.7 MI E FROM KOUNTZE.
 BL0331'3.7 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0331'STATION AT KOUNTZE, HARDIN COUNTY, OPPOSITE MILEPOST 147, AND 8 FEET
 BL0331'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0331'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2917 ***********************************************************************
 AW2917  DESIGNATION -  147 TXGS
 AW2917  PID         -  AW2917
 AW2917  STATE/COUNTY-  TX/HARRIS
 AW2917  USGS QUAD   -  MONT BELVIEU (1994)
 AW2917
 AW2917                         *CURRENT SURVEY CONTROL
 AW2917  ___________________________________________________________________
 AW2917* NAD 83(1986)-  29 46 52.     (N)    094 56 49.     (W)     SCALED    
 AW2917* NAVD 88     -         8.10   (+/-2cm)      26.6    (feet)  VERTCON   
 AW2917  ___________________________________________________________________
 AW2917  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2917
 AW2917  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2917
 AW2917.The horizontal coordinates were scaled from a topographic map and have
 AW2917.an estimated accuracy of +/- 6 seconds.
 AW2917
 AW2917.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2917.The vertical order pertains to the NGVD 29 superseded value.
 AW2917
 AW2917.The geoid height was determined by GEOID03.
 AW2917
 AW2917;                    North         East    Units  Estimated Accuracy
 AW2917;SPC TXSC     - 4,222,660.      991,800.      MT  (+/- 180 meters Scaled)
 AW2917
 AW2917                          SUPERSEDED SURVEY CONTROL
 AW2917
 AW2917  NGVD 29 (??/??/92)    8.102  (m)           26.58   (f) ADJ UNCH    1 2
 AW2917
 AW2917.Superseded values are not recommended for survey control.
 AW2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2917.See file dsdata.txt to determine how the superseded data were derived.
 AW2917
 AW2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN117961(NAD 83)
 AW2917_MARKER: DB = BENCH MARK DISK
 AW2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2917_STAMPING: 147
 AW2917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2917+STABILITY: SURFACE MOTION
 AW2917
 AW2917  HISTORY     - Date     Condition        Report By
 AW2917  HISTORY     - UNK      MONUMENTED       TXGS
 AW2917  HISTORY     - 1964     GOOD             NGS
 AW2917  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2917  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2917  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2917  HISTORY     - 19971002 GOOD             USPSQD
 AW2917
 AW2917                          STATION DESCRIPTION
 AW2917
 AW2917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2917'1.75 MI N FROM CEDAR BAYOU.
 AW2917'ABOUT 1.75 MILES NORTH ALONG THE CROSBY-CEDAR BAYOU ROAD FROM THE
 AW2917'ASSEMBLY OF GOD CHURCH AT CEDAR BAYOU, 34 FEET SOUTHWEST OF THE CENTER
 AW2917'LINE OF THE ROAD, 34 FEET NORTHWEST OF THE CENTER LINE OF A PAVED
 AW2917'ROAD, 54 FEET SOUTHWEST OF BENCH MARK B 660 1942, 8 1/2 FEET EAST OF A
 AW2917'9-INCH CEDAR TREE, 5 FEET WEST OF A POWER POLE, 2 1/2 FEET WEST OF A
 AW2917'FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A
 AW2917'CONCRETE POST FLUSH WITH THE GROUND.
 AW2917
 AW2917                          STATION RECOVERY (1978)
 AW2917
 AW2917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2917'NOT RECOVERED.
 AW2917
 AW2917                          STATION RECOVERY (1989)
 AW2917
 AW2917'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW2917'MARK NOT FOUND.
 AW2917
 AW2917                          STATION RECOVERY (1989)
 AW2917
 AW2917'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW2917'MARK NOT FOUND.
 AW2917
 AW2917                          STATION RECOVERY (1997)
 AW2917
 AW2917'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0395 ***********************************************************************
 CA0395  DESIGNATION -  1474.67 USGS
 CA0395  PID         -  CA0395
 CA0395  STATE/COUNTY-  TX/BROWN
 CA0395  USGS QUAD   -  BANGS EAST (1987)
 CA0395
 CA0395                         *CURRENT SURVEY CONTROL
 CA0395  ___________________________________________________________________
 CA0395* NAD 83(1986)-  31 43 19.     (N)    099 01 44.     (W)     SCALED    
 CA0395* NAVD 88     -       449.608  (meters)    1475.09   (feet)  POSTED    
 CA0395  ___________________________________________________________________
 CA0395  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CA0395  DYNAMIC HT  -         449.020 (meters)    1473.16  (feet)  COMP
 CA0395  MODELED GRAV-     979,318.1   (mgal)                       NAVD 88
 CA0395
 CA0395  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CA0395
 CA0395.The horizontal coordinates were scaled from a topographic map and have
 CA0395.an estimated accuracy of +/- 6 seconds.
 CA0395
 CA0395.The orthometric height was determined by differential leveling
 CA0395.and adjusted by the National Geodetic Survey in 1992..
 CA0395.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CA0395.rate of 1.1 thru 2.0 mm/km.
 CA0395
 CA0395.The geoid height was determined by GEOID03.
 CA0395
 CA0395.The dynamic height is computed by dividing the NAVD 88
 CA0395.geopotential number by the normal gravity value computed on the
 CA0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0395.degrees latitude (g = 980.6199 gals.).
 CA0395
 CA0395.The modeled gravity was interpolated from observed gravity values.
 CA0395
 CA0395;                    North         East    Units  Estimated Accuracy
 CA0395;SPC TX C     - 3,228,570.      823,620.      MT  (+/- 180 meters Scaled)
 CA0395
 CA0395                          SUPERSEDED SURVEY CONTROL
 CA0395
 CA0395  NGVD 29 (??/??/92)  449.502  (m)         1474.74   (f) ADJ UNCH    1 2
 CA0395
 CA0395.Superseded values are not recommended for survey control.
 CA0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0395.See file dsdata.txt to determine how the superseded data were derived.
 CA0395
 CA0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA972096(NAD 83)
 CA0395_MARKER: Z = SEE DESCRIPTION
 CA0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0395_SP_SET: RAIL
 CA0395_STAMPING: USBM 1931
 CA0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0395
 CA0395  HISTORY     - Date     Condition        Report By
 CA0395  HISTORY     - 1931     MONUMENTED       USGS
 CA0395  HISTORY     - 1931     GOOD             NGS
 CA0395  HISTORY     - 1935     GOOD             NGS
 CA0395  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0395
 CA0395                          STATION DESCRIPTION
 CA0395
 CA0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0395'3.5 MI W FROM BROWNWOOD.
 CA0395'3.5 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0395'BROWNWOOD, BROWN COUNTY, 8 POLES EAST OF MILEPOST 352, AT A
 CA0395'PRIVATE-ROAD CROSSING, 45 FEET SOUTH OF THE TRACK, AND 20 FEET WEST OF
 CA0395'THE ROAD.  A DIAMOND CUT ON THE TOP OF A VERTICAL RAIL, STAMPED USBM
 CA0395'1931 AND PROJECTING 1-1/2 FEET ABOVE GROUND.
 CA0395
 CA0395                          STATION RECOVERY (1935)
 CA0395
 CA0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0395'RECOVERED IN GOOD CONDITION.
 CA0395
 CA0395                          STATION RECOVERY (1982)
 CA0395
 CA0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0329 ***********************************************************************
 BL0329  DESIGNATION -  148
 BL0329  PID         -  BL0329
 BL0329  STATE/COUNTY-  TX/HARDIN
 BL0329  USGS QUAD   -  DESERTER BAYGALL (1984)
 BL0329
 BL0329                         *CURRENT SURVEY CONTROL
 BL0329  ___________________________________________________________________
 BL0329* NAD 83(1986)-  30 22 37.     (N)    094 14 10.     (W)     SCALED    
 BL0329* NAVD 88     -        18.82   (+/-2cm)      61.7    (feet)  VERTCON   
 BL0329  ___________________________________________________________________
 BL0329  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0329
 BL0329  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0329
 BL0329.The horizontal coordinates were scaled from a topographic map and have
 BL0329.an estimated accuracy of +/- 6 seconds.
 BL0329
 BL0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0329.The vertical order pertains to the NGVD 29 superseded value.
 BL0329
 BL0329.The geoid height was determined by GEOID03.
 BL0329
 BL0329;                    North         East    Units  Estimated Accuracy
 BL0329;SPC TX C     - 3,094,800.    1,285,730.      MT  (+/- 180 meters Scaled)
 BL0329
 BL0329                          SUPERSEDED SURVEY CONTROL
 BL0329
 BL0329  NGVD 29 (??/??/92)   18.816  (m)           61.73   (f) ADJ UNCH    2 0
 BL0329
 BL0329.Superseded values are not recommended for survey control.
 BL0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0329.See file dsdata.txt to determine how the superseded data were derived.
 BL0329
 BL0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP812612(NAD 83)
 BL0329_MARKER: Z = SEE DESCRIPTION
 BL0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0329_SP_SET: SECTION RAIL
 BL0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0329
 BL0329  HISTORY     - Date     Condition        Report By
 BL0329  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0329  HISTORY     - 1935     GOOD             NGS
 BL0329
 BL0329                          STATION DESCRIPTION
 BL0329
 BL0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0329'3.6 MI W FROM SILSBEE.
 BL0329'3.6 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0329'STATION AT SILSBEE, HARDIN COUNTY, OPPOSITE MILEPOST 148, AND 8 FEET
 BL0329'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0329'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0306 ***********************************************************************
 EM0306  DESIGNATION -  148
 EM0306  PID         -  EM0306
 EM0306  STATE/COUNTY-  TX/WILBARGER
 EM0306  USGS QUAD   -  HARROLD (1990)
 EM0306
 EM0306                         *CURRENT SURVEY CONTROL
 EM0306  ___________________________________________________________________
 EM0306* NAD 83(1986)-  34 04 54.     (N)    099 02 11.     (W)     SCALED    
 EM0306* NAVD 88     -       377.050  (meters)    1237.04   (feet)  POSTED    
 EM0306  ___________________________________________________________________
 EM0306  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EM0306  DYNAMIC HT  -         376.630 (meters)    1235.66  (feet)  COMP
 EM0306  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 EM0306
 EM0306  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EM0306
 EM0306.The horizontal coordinates were scaled from a topographic map and have
 EM0306.an estimated accuracy of +/- 6 seconds.
 EM0306
 EM0306.The orthometric height was determined by differential leveling
 EM0306.and adjusted by the National Geodetic Survey in 1992..
 EM0306.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EM0306.rate of 2.1 thru 3.0 mm/km.
 EM0306
 EM0306.The geoid height was determined by GEOID03.
 EM0306
 EM0306.The dynamic height is computed by dividing the NAVD 88
 EM0306.geopotential number by the normal gravity value computed on the
 EM0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0306.degrees latitude (g = 980.6199 gals.).
 EM0306
 EM0306.The modeled gravity was interpolated from observed gravity values.
 EM0306
 EM0306;                    North         East    Units  Estimated Accuracy
 EM0306;SPC TXNC     - 2,267,940.      550,490.      MT  (+/- 180 meters Scaled)
 EM0306
 EM0306                          SUPERSEDED SURVEY CONTROL
 EM0306
 EM0306  NGVD 29 (??/??/92)  376.946  (m)         1236.70   (f) ADJ UNCH    1 2
 EM0306
 EM0306.Superseded values are not recommended for survey control.
 EM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0306.See file dsdata.txt to determine how the superseded data were derived.
 EM0306
 EM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC966712(NAD 83)
 EM0306_MARKER: Z = SEE DESCRIPTION
 EM0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0306_SP_SET: MILEPOST
 EM0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0306
 EM0306  HISTORY     - Date     Condition        Report By
 EM0306  HISTORY     - UNK      MONUMENTED       BNRR
 EM0306  HISTORY     - 1957     GOOD             NGS
 EM0306
 EM0306                          STATION DESCRIPTION
 EM0306
 EM0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0306'0.2 MI NE FROM HARROLD.
 EM0306'0.2 MILE NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0306'HARROLD, WILBARGER COUNTY, AND ON THE TOP OF MILEPOST 148.  THE FLAT
 EM0306'TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5748 ***********************************************************************
 AW5748  DESIGNATION -  148
 AW5748  PID         -  AW5748
 AW5748  STATE/COUNTY-  TX/JEFFERSON
 AW5748  USGS QUAD   -  WHITES RANCH (1993)
 AW5748
 AW5748                         *CURRENT SURVEY CONTROL
 AW5748  ___________________________________________________________________
 AW5748* NAD 83(1993)-  29 37 56.47853(N)    094 18 30.07624(W)     ADJUSTED  
 AW5748* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW5748  ___________________________________________________________________
 AW5748  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW5748  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW5748
 AW5748  HORZ ORDER  -  SECOND
 AW5748
 AW5748.The horizontal coordinates were established by classical geodetic methods
 AW5748.and adjusted by the National Geodetic Survey in February 1996..
 AW5748
 AW5748.The orthometric height was scaled from a topographic map.
 AW5748
 AW5748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5748
 AW5748.The geoid height was determined by GEOID03.
 AW5748
 AW5748;                    North         East     Units Scale Factor Converg.
 AW5748;SPC TXSC     - 4,208,490.755 1,054,160.797   MT  0.99987667   +2 17 54.6
 AW5748;SPC TXSC     -13,807,356.75  3,458,525.88   sFT  0.99987667   +2 17 54.6
 AW5748;UTM  15      - 3,278,763.538   373,344.040   MT  0.99979793   -0 38 49.1
 AW5748
 AW5748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5748!SPC TXSC     -   1.00000424  x   0.99987667  =   0.99988091
 AW5748!UTM  15      -   1.00000424  x   0.99979793  =   0.99980217
 AW5748
 AW5748                          SUPERSEDED SURVEY CONTROL
 AW5748
 AW5748  NAD 83(1993)-  29 37 56.47761(N)    094 18 30.07574(W) AD(       ) 2
 AW5748  NAD 83(1986)-  29 37 56.49847(N)    094 18 30.05669(W) AD(       ) 2
 AW5748  NAD 27      -  29 37 55.68380(N)    094 18 29.38560(W) AD(       ) 2
 AW5748
 AW5748.Superseded values are not recommended for survey control.
 AW5748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5748.See file dsdata.txt to determine how the superseded data were derived.
 AW5748
 AW5748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN7334478764(NAD 83)
 AW5748_MARKER: B = BOLT
 AW5748_SETTING: 0 = UNSPECIFIED SETTING
 AW5748
 AW5748  HISTORY     - Date     Condition        Report By
 AW5748  HISTORY     - 1934     MONUMENTED       USE
 AW5748  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5748  HISTORY     - 20010413 MARK NOT FOUND   USPSQD
 AW5748
 AW5748                          STATION DESCRIPTION
 AW5748
 AW5748'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5748'LOST.  THE AREA WAS THOROUGHLY SEARCHED BUT THE STATION
 AW5748'COULD NOT BE FOUND.  THE DISTANCE AND DIRECTION FROM NEEL
 AW5748'1934 WOULD PLACE THE MARK IN THE EDGE OF THE CANAL.  IT IS
 AW5748'BELIEVED THE MARK HAS BEEN DESTROYED BY EROSION.
 AW5748
 AW5748                          STATION RECOVERY (2001)
 AW5748
 AW5748'RECOVERY NOTE BY US POWER SQUADRON 2001 (WF)
 AW5748'AGREE WITH RECOVERY NOTE BY COAST AND GEODETIC SURVEY OF 1960.
 AW5748'DIFFERENTIAL GPS INDICATES THE MARK IS NOW IN THE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0661 ***********************************************************************
 CD0661  DESIGNATION -  1480
 CD0661  PID         -  CD0661
 CD0661  STATE/COUNTY-  TX/EL PASO
 CD0661  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0661
 CD0661                         *CURRENT SURVEY CONTROL
 CD0661  ___________________________________________________________________
 CD0661* NAD 83(1986)-  31 49 37.     (N)    105 59 47.     (W)     SCALED    
 CD0661* NAVD 88     -      1480.880  (meters)    4858.52   (feet)  ADJUSTED  
 CD0661  ___________________________________________________________________
 CD0661  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CD0661  DYNAMIC HT  -        1478.590 (meters)    4851.01  (feet)  COMP
 CD0661  MODELED GRAV-     979,041.2   (mgal)                       NAVD 88
 CD0661
 CD0661  VERT ORDER  -  FIRST     CLASS II
 CD0661
 CD0661.The horizontal coordinates were scaled from a topographic map and have
 CD0661.an estimated accuracy of +/- 6 seconds.
 CD0661
 CD0661.The orthometric height was determined by differential leveling
 CD0661.and adjusted by the National Geodetic Survey in June 1991..
 CD0661
 CD0661.The geoid height was determined by GEOID03.
 CD0661
 CD0661.The dynamic height is computed by dividing the NAVD 88
 CD0661.geopotential number by the normal gravity value computed on the
 CD0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0661.degrees latitude (g = 980.6199 gals.).
 CD0661
 CD0661.The modeled gravity was interpolated from observed gravity values.
 CD0661
 CD0661;                    North         East    Units  Estimated Accuracy
 CD0661;SPC TX C     - 3,253,130.      164,120.      MT  (+/- 180 meters Scaled)
 CD0661
 CD0661                          SUPERSEDED SURVEY CONTROL
 CD0661
 CD0661  NGVD 29 (??/??/92) 1480.163  (m)         4856.17   (f) ADJ UNCH    1 2
 CD0661
 CD0661.Superseded values are not recommended for survey control.
 CD0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0661.See file dsdata.txt to determine how the superseded data were derived.
 CD0661
 CD0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR057216(NAD 83)
 CD0661_MARKER: DD = SURVEY DISK
 CD0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0661+STABILITY: SURFACE MOTION
 CD0661
 CD0661  HISTORY     - Date     Condition        Report By
 CD0661  HISTORY     - UNK      MONUMENTED       LOCSUR
 CD0661  HISTORY     - 1958     GOOD             NGS
 CD0661
 CD0661                          STATION DESCRIPTION
 CD0661
 CD0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0661'25.85 MI E FROM EL PASO.
 CD0661'ABOUT 25.65 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0661'JUNCTION OF LOOP 16 AT EL PASO TO THE EL PASO-HUDSPETH COUNTY LINE,
 CD0661'THENCE 0.2 MILE SOUTH ACROSS COUNTRY AND ALONG THE COUNTY LINE TO THE
 CD0661'OLD HIGHWAY.  50 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 50
 CD0661'YARDS WEST OF A 36-INCH CULVERT, ABOUT 1 FOOT ABOVE THE OLD HIGHWAY,
 CD0661'AND IN THE TOP OF A LARGE CONCRETE POST PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1868 ***********************************************************************
 BK1868  DESIGNATION -  148.63 ATSFRR
 BK1868  PID         -  BK1868
 BK1868  STATE/COUNTY-  TX/JASPER
 BK1868  USGS QUAD   -  ROGANVILLE (1984)
 BK1868
 BK1868                         *CURRENT SURVEY CONTROL
 BK1868  ___________________________________________________________________
 BK1868* NAD 83(1986)-  30 45 15.     (N)    093 52 54.     (W)     SCALED    
 BK1868* NAVD 88     -        45.65   (+/-2cm)     149.8    (feet)  VERTCON   
 BK1868  ___________________________________________________________________
 BK1868  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BK1868
 BK1868  VERT ORDER  -  ? (See Below)
 BK1868
 BK1868.The horizontal coordinates were scaled from a topographic map and have
 BK1868.an estimated accuracy of +/- 6 seconds.
 BK1868
 BK1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1868.The vertical order pertains to the NGVD 29 superseded value.
 BK1868
 BK1868.The geoid height was determined by GEOID03.
 BK1868
 BK1868;                    North         East    Units  Estimated Accuracy
 BK1868;SPC TX C     - 3,138,460.    1,317,320.      MT  (+/- 180 meters Scaled)
 BK1868
 BK1868                          SUPERSEDED SURVEY CONTROL
 BK1868
 BK1868  NGVD 29 (??/??/??)   45.649  (m)          149.77   (f) ADJUSTED    ?  
 BK1868
 BK1868.Superseded values are not recommended for survey control.
 BK1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1868.See file dsdata.txt to determine how the superseded data were derived.
 BK1868
 BK1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ156026(NAD 83)
 BK1868_MARKER: Z = SEE DESCRIPTION
 BK1868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1868_SP_SET: RAIL
 BK1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1868
 BK1868  HISTORY     - Date     Condition        Report By
 BK1868  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1868  HISTORY     - 1932     GOOD             CGS
 BK1868  HISTORY     - 1934     GOOD             CGS
 BK1868
 BK1868                          STATION DESCRIPTION
 BK1868
 BK1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1868'6.5 MI N FROM KIRBYVILLE.
 BK1868'6.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1868'STATION AT KIRBYVILLE, JASPER COUNTY, 60 FEET NORTHWEST OF MILE RAIL
 BK1868'59, 35 FEET WEST OF THE TRACK, AND 3 FEET WEST OF MILE POLE 59. THE
 BK1868'TOP OF A VERTICAL RAIL PROJECTING 1 FOOT ABOVE GROUND.
 BK1868
 BK1868                          STATION RECOVERY (1934)
 BK1868
 BK1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0328 ***********************************************************************
 BL0328  DESIGNATION -  149
 BL0328  PID         -  BL0328
 BL0328  STATE/COUNTY-  TX/HARDIN
 BL0328  USGS QUAD   -  SILSBEE (1984)
 BL0328
 BL0328                         *CURRENT SURVEY CONTROL
 BL0328  ___________________________________________________________________
 BL0328* NAD 83(1986)-  30 22 07.     (N)    094 13 23.     (W)     SCALED    
 BL0328* NAVD 88     -        15.01   (+/-2cm)      49.2    (feet)  VERTCON   
 BL0328  ___________________________________________________________________
 BL0328  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0328
 BL0328  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0328
 BL0328.The horizontal coordinates were scaled from a topographic map and have
 BL0328.an estimated accuracy of +/- 6 seconds.
 BL0328
 BL0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0328.The vertical order pertains to the NGVD 29 superseded value.
 BL0328
 BL0328.The geoid height was determined by GEOID03.
 BL0328
 BL0328;                    North         East    Units  Estimated Accuracy
 BL0328;SPC TX C     - 3,093,940.    1,287,040.      MT  (+/- 180 meters Scaled)
 BL0328
 BL0328                          SUPERSEDED SURVEY CONTROL
 BL0328
 BL0328  NGVD 29 (??/??/92)   14.998  (m)           49.21   (f) ADJ UNCH    2 0
 BL0328
 BL0328.Superseded values are not recommended for survey control.
 BL0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0328.See file dsdata.txt to determine how the superseded data were derived.
 BL0328
 BL0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP824602(NAD 83)
 BL0328_MARKER: Z = SEE DESCRIPTION
 BL0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0328_SP_SET: SECTION RAIL
 BL0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0328
 BL0328  HISTORY     - Date     Condition        Report By
 BL0328  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0328  HISTORY     - 1935     GOOD             NGS
 BL0328  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 BL0328
 BL0328                          STATION DESCRIPTION
 BL0328
 BL0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0328'2.6 MI W FROM SILSBEE.
 BL0328'2.6 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0328'STATION AT SILSBEE, HARDIN COUNTY, OPPOSITE MILEPOST 149, AND 8 FEET
 BL0328'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0328'OF RAIL SET VERTICALLY.
 BL0328
 BL0328                          STATION RECOVERY (1997)
 BL0328
 BL0328'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0363 ***********************************************************************
 DM0363  DESIGNATION -  149
 DM0363  PID         -  DM0363
 DM0363  STATE/COUNTY-  TX/BOWIE
 DM0363  USGS QUAD   -  OAK GROVE (1975)
 DM0363
 DM0363                         *CURRENT SURVEY CONTROL
 DM0363  ___________________________________________________________________
 DM0363* NAD 83(1986)-  33 32 44.     (N)    094 42 37.     (W)     SCALED    
 DM0363* NAVD 88     -       134.381  (meters)     440.88   (feet)  ADJUSTED  
 DM0363  ___________________________________________________________________
 DM0363  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DM0363  DYNAMIC HT  -         134.239 (meters)     440.42  (feet)  COMP
 DM0363  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 DM0363
 DM0363  VERT ORDER  -  SECOND    CLASS 0
 DM0363
 DM0363.The horizontal coordinates were scaled from a topographic map and have
 DM0363.an estimated accuracy of +/- 6 seconds.
 DM0363
 DM0363.The orthometric height was determined by differential leveling
 DM0363.and adjusted by the National Geodetic Survey in June 1991..
 DM0363
 DM0363.The geoid height was determined by GEOID03.
 DM0363
 DM0363.The dynamic height is computed by dividing the NAVD 88
 DM0363.geopotential number by the normal gravity value computed on the
 DM0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0363.degrees latitude (g = 980.6199 gals.).
 DM0363
 DM0363.The modeled gravity was interpolated from observed gravity values.
 DM0363
 DM0363;                    North         East    Units  Estimated Accuracy
 DM0363;SPC TXNC     - 2,214,700.      951,860.      MT  (+/- 180 meters Scaled)
 DM0363
 DM0363                          SUPERSEDED SURVEY CONTROL
 DM0363
 DM0363  NGVD 29 (??/??/92)  134.380  (m)          440.88   (f) ADJ UNCH    2 0
 DM0363
 DM0363.Superseded values are not recommended for survey control.
 DM0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0363.See file dsdata.txt to determine how the superseded data were derived.
 DM0363
 DM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT412130(NAD 83)
 DM0363_MARKER: DD = SURVEY DISK
 DM0363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0363_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0363_STAMPING: STA 149
 DM0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0363
 DM0363  HISTORY     - Date     Condition        Report By
 DM0363  HISTORY     - UNK      MONUMENTED       USGS
 DM0363  HISTORY     - 1934     GOOD             NGS
 DM0363
 DM0363                          STATION DESCRIPTION
 DM0363
 DM0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0363'4.3 MI E FROM AVERY.
 DM0363'4.3 MI E OF AND ALONG THE T P R R 40 FEET W OF A PRIVATE ROAD
 DM0363'CROSSING.  32 FEET N OF CENTER OF TRACK.  13 FEET S OF R/W FENCE, 0.2
 DM0363'MILE W OF MILE POST 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0052 ***********************************************************************
 BN0052  DESIGNATION -  1494 SA
 BN0052  PID         -  BN0052
 BN0052  STATE/COUNTY-  TX/BURNET
 BN0052  USGS QUAD   -  BURNET (1967)
 BN0052
 BN0052                         *CURRENT SURVEY CONTROL
 BN0052  ___________________________________________________________________
 BN0052* NAD 83(1986)-  30 45 35.     (N)    098 10 42.     (W)     SCALED    
 BN0052* NAVD 88     -       453.488  (meters)    1487.82   (feet)  ADJUSTED  
 BN0052  ___________________________________________________________________
 BN0052  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 BN0052  DYNAMIC HT  -         452.873 (meters)    1485.80  (feet)  COMP
 BN0052  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 BN0052
 BN0052  VERT ORDER  -  SECOND    CLASS 0
 BN0052
 BN0052.The horizontal coordinates were scaled from a topographic map and have
 BN0052.an estimated accuracy of +/- 6 seconds.
 BN0052
 BN0052.The orthometric height was determined by differential leveling
 BN0052.and adjusted by the National Geodetic Survey in June 1991..
 BN0052
 BN0052.The geoid height was determined by GEOID03.
 BN0052
 BN0052.The dynamic height is computed by dividing the NAVD 88
 BN0052.geopotential number by the normal gravity value computed on the
 BN0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0052.degrees latitude (g = 980.6199 gals.).
 BN0052
 BN0052.The modeled gravity was interpolated from observed gravity values.
 BN0052
 BN0052;                    North         East    Units  Estimated Accuracy
 BN0052;SPC TX C     - 3,123,170.      906,290.      MT  (+/- 180 meters Scaled)
 BN0052
 BN0052                          SUPERSEDED SURVEY CONTROL
 BN0052
 BN0052  NGVD 29 (??/??/92)  453.395  (m)         1487.51   (f) ADJ UNCH    2 0
 BN0052
 BN0052.Superseded values are not recommended for survey control.
 BN0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0052.See file dsdata.txt to determine how the superseded data were derived.
 BN0052
 BN0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV786032(NAD 83)
 BN0052_MARKER: DD = SURVEY DISK
 BN0052_SETTING: 66 = SET IN ROCK OUTCROP
 BN0052_SP_SET: ROCK OUTCROP
 BN0052_STAMPING: 1494 S A
 BN0052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0052+STABILITY: POSITION/ELEVATION WELL
 BN0052
 BN0052  HISTORY     - Date     Condition        Report By
 BN0052  HISTORY     - UNK      MONUMENTED       USGS
 BN0052  HISTORY     - 1933     GOOD             NGS
 BN0052  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 BN0052
 BN0052                          STATION DESCRIPTION
 BN0052
 BN0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0052'3.2 MI E FROM BURNET.
 BN0052'ALONG TEXAS AND NEW ORLEANS RAILROAD, 740 FEET SOUTHWEST OF MILEPOST
 BN0052'57, 20 FEET SOUTHEAST OF CENTER OF TRACK.
 BN0052
 BN0052                          STATION RECOVERY (2002)
 BN0052
 BN0052'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0134 ***********************************************************************
 EN0134  DESIGNATION -  1494+00
 EN0134  PID         -  EN0134
 EN0134  STATE/COUNTY-  TX/HALL
 EN0134  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0134
 EN0134                         *CURRENT SURVEY CONTROL
 EN0134  ___________________________________________________________________
 EN0134* NAD 83(1986)-  34 26 21.     (N)    100 52 15.     (W)     SCALED    
 EN0134* NAVD 88     -       690.892  (meters)    2266.70   (feet)  ADJUSTED  
 EN0134  ___________________________________________________________________
 EN0134  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EN0134  DYNAMIC HT  -         690.079 (meters)    2264.03  (feet)  COMP
 EN0134  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 EN0134
 EN0134  VERT ORDER  -  FIRST     CLASS II
 EN0134
 EN0134.The horizontal coordinates were scaled from a topographic map and have
 EN0134.an estimated accuracy of +/- 6 seconds.
 EN0134
 EN0134.The orthometric height was determined by differential leveling
 EN0134.and adjusted by the National Geodetic Survey in June 1991..
 EN0134
 EN0134.The geoid height was determined by GEOID03.
 EN0134
 EN0134.The dynamic height is computed by dividing the NAVD 88
 EN0134.geopotential number by the normal gravity value computed on the
 EN0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0134.degrees latitude (g = 980.6199 gals.).
 EN0134
 EN0134.The modeled gravity was interpolated from observed gravity values.
 EN0134
 EN0134;                    North         East    Units  Estimated Accuracy
 EN0134;SPC TX N     - 1,048,910.      257,830.      MT  (+/- 180 meters Scaled)
 EN0134
 EN0134                          SUPERSEDED SURVEY CONTROL
 EN0134
 EN0134  NGVD 29 (??/??/92)  690.589  (m)         2265.71   (f) ADJ UNCH    1 2
 EN0134
 EN0134.Superseded values are not recommended for survey control.
 EN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0134.See file dsdata.txt to determine how the superseded data were derived.
 EN0134
 EN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD281124(NAD 83)
 EN0134_MARKER: DB = BENCH MARK DISK
 EN0134_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0134_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0134
 EN0134  HISTORY     - Date     Condition        Report By
 EN0134  HISTORY     - UNK      MONUMENTED       BNRR
 EN0134  HISTORY     - 1933     GOOD             NGS
 EN0134  HISTORY     - 1934     GOOD             NGS
 EN0134
 EN0134                          STATION DESCRIPTION
 EN0134
 EN0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0134'3.6 MI NE FROM TURKEY.
 EN0134'3.6 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0134'THE STATION AT TURKEY, HALL COUNTY, AT STATION 149+00 (MILEAGE
 EN0134'265.34), ABOUT 125 YARDS NORTHEAST OF WOODEN TRESTLE P 265.41, ABOUT
 EN0134'25 FEET SOUTHWEST OF A ROAD CROSSING , ABOUT 40 FEET SOUTHEAST OF THE
 EN0134'TRACK, AND ABOUT 30 FEET NORTH OF THE RIGHT-OF-WAY FENCE. THE TOP OF A
 EN0134'CONCRETE-FILLED PIPE PROJECTING ABOUT 12 INCHES ABOVE GROUND.
 EN0134
 EN0134                          STATION RECOVERY (1934)
 EN0134
 EN0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0305 ***********************************************************************
 EM0305  DESIGNATION -  149.44
 EM0305  PID         -  EM0305
 EM0305  STATE/COUNTY-  TX/WILBARGER
 EM0305  USGS QUAD   -  HARROLD (1990)
 EM0305
 EM0305                         *CURRENT SURVEY CONTROL
 EM0305  ___________________________________________________________________
 EM0305* NAD 83(1986)-  34 05 28.     (N)    099 03 24.     (W)     SCALED    
 EM0305* NAVD 88     -       370.952  (meters)    1217.03   (feet)  POSTED    
 EM0305  ___________________________________________________________________
 EM0305  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 EM0305  DYNAMIC HT  -         370.540 (meters)    1215.68  (feet)  COMP
 EM0305  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 EM0305
 EM0305  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EM0305
 EM0305.The horizontal coordinates were scaled from a topographic map and have
 EM0305.an estimated accuracy of +/- 6 seconds.
 EM0305
 EM0305.The orthometric height was determined by differential leveling
 EM0305.and adjusted by the National Geodetic Survey in 1992..
 EM0305.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EM0305.rate of 2.1 thru 3.0 mm/km.
 EM0305
 EM0305.The geoid height was determined by GEOID03.
 EM0305
 EM0305.The dynamic height is computed by dividing the NAVD 88
 EM0305.geopotential number by the normal gravity value computed on the
 EM0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0305.degrees latitude (g = 980.6199 gals.).
 EM0305
 EM0305.The modeled gravity was interpolated from observed gravity values.
 EM0305
 EM0305;                    North         East    Units  Estimated Accuracy
 EM0305;SPC TXNC     - 2,269,000.      548,630.      MT  (+/- 180 meters Scaled)
 EM0305
 EM0305                          SUPERSEDED SURVEY CONTROL
 EM0305
 EM0305  NGVD 29 (??/??/92)  370.840  (m)         1216.66   (f) ADJ UNCH    1 2
 EM0305
 EM0305.Superseded values are not recommended for survey control.
 EM0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0305.See file dsdata.txt to determine how the superseded data were derived.
 EM0305
 EM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC947722(NAD 83)
 EM0305_MARKER: Q = CHISELED SQUARE
 EM0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0305_SP_SET: BRIDGE
 EM0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0305
 EM0305  HISTORY     - Date     Condition        Report By
 EM0305  HISTORY     - UNK      MONUMENTED       BNRR
 EM0305  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0305
 EM0305                          STATION DESCRIPTION
 EM0305
 EM0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0305'1.7 MI NW FROM HARROLD.
 EM0305'1.7 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0305'HARROLD, WILBARGER COUNTY, AT BRIDGE 149.44, AND ON THE SOUTHWEST
 EM0305'CORNER OF THE WEST BACK WALL.  A CHISELED SQUARE.  NOTE -- THE
 EM0305'CONCRETE ON THE CULVERT HAS CRUMBLED AND THE CHISELED SQUARE COULD NOT
 EM0305'BE IDENTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6588 ***********************************************************************
 AB6588  SACS        -  This is a Secondary Airport Control Station.
 AB6588  DESIGNATION -  14R A
 AB6588  PID         -  AB6588
 AB6588  STATE/COUNTY-  TX/BURLESON
 AB6588  USGS QUAD   -  CALDWELL (1989)
 AB6588
 AB6588                         *CURRENT SURVEY CONTROL
 AB6588  ___________________________________________________________________
 AB6588* NAD 83(1993)-  30 30 54.93742(N)    096 42 11.80816(W)     ADJUSTED  
 AB6588* NAVD 88     -       113.95   (meters)     373.9    (feet)  GPS OBS   
 AB6588  ___________________________________________________________________
 AB6588  X           -    -641,949.221 (meters)                     COMP
 AB6588  Y           -  -5,461,954.768 (meters)                     COMP
 AB6588  Z           -   3,219,756.520 (meters)                     COMP
 AB6588  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AB6588  ELLIP HEIGHT-          87.44  (meters)          (07/23/01) GPS OBS
 AB6588  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AB6588
 AB6588  HORZ ORDER  -  FIRST
 AB6588  ELLP ORDER  -  FIFTH     CLASS I
 AB6588
 AB6588.This mark is at Caldwell Muni (14R) Airport (14R)
 AB6588
 AB6588.The horizontal coordinates were established by GPS observations
 AB6588.and adjusted by the National Geodetic Survey in September 1996..
 AB6588
 AB6588.The orthometric height was determined by GPS observations and a
 AB6588.high-resolution geoid model.
 AB6588
 AB6588.GPS derived orthometric heights for airport stations designated as
 AB6588.PACS or SACS are published to 2 decimal places.  This maintains
 AB6588.centimeter relative accuracy between the PACS and SACS.  It does
 AB6588.not indicate centimeter accuracy relative to other marks which are
 AB6588.part of the NAVD 88 network.
 AB6588
 AB6588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6588
 AB6588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6588
 AB6588.The ellipsoidal height was determined by GPS observations
 AB6588.and is referenced to NAD 83.
 AB6588
 AB6588.The geoid height was determined by GEOID03.
 AB6588
 AB6588;                    North         East     Units Scale Factor Converg.
 AB6588;SPC TX C     - 3,099,755.505 1,048,336.233   MT  0.99991750   +1 52 10.9
 AB6588;SPC TX C     -10,169,781.19  3,439,416.46   sFT  0.99991750   +1 52 10.9
 AB6588;UTM  14      - 3,378,126.279   720,388.845   MT  1.00019923   +1 10 00.0
 AB6588
 AB6588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6588!SPC TX C     -   0.99998627  x   0.99991750  =   0.99990377
 AB6588!UTM  14      -   0.99998627  x   1.00019923  =   1.00018550
 AB6588
 AB6588|---------------------------------------------------------------------|
 AB6588| PID    Reference Object                     Distance      Geod. Az  |
 AB6588|                                                           dddmmss.s |
 AB6588| BM1083 CALPORT                             354.221 METERS 31704     |
 AB6588|---------------------------------------------------------------------|
 AB6588
 AB6588                          SUPERSEDED SURVEY CONTROL
 AB6588
 AB6588  ELLIP H (09/04/96)   87.48   (m)                       GP(       ) 5 1
 AB6588
 AB6588.Superseded values are not recommended for survey control.
 AB6588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6588.See file dsdata.txt to determine how the superseded data were derived.
 AB6588
 AB6588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU2038978126(NAD 83)
 AB6588_MARKER: I = METAL ROD
 AB6588_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6588_STAMPING: 14R A 1995
 AB6588_MARK LOGO: NGS   
 AB6588_PROJECTION: FLUSH
 AB6588_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6588+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 AB6588_ROD/PIPE-DEPTH: 8.4  meters
 AB6588_SLEEVE-DEPTH  : 0.9 meters
 AB6588
 AB6588  HISTORY     - Date     Condition        Report By
 AB6588  HISTORY     - 1995     MONUMENTED       NGS
 AB6588  HISTORY     - 20050105 GOOD             INDIV
 AB6588
 AB6588                          STATION DESCRIPTION
 AB6588
 AB6588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6588'NOTE--CONTACT JONNY PRICE, CITY MAINTENANCE, AT CITY HALL ON ARRIVAL
 AB6588'TO OPEN LOCKED ENTRANCE GATE TO AIRPORT, OR PHONE 409-567 3271.  THE
 AB6588'STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) SOUTHWEST OF CALDWELL, AT
 AB6588'THE CALDWELL MUNICIPAL AIRPORT, ON THE NORTHEAST SIDE OF THE RUNWAY,
 AB6588'0.185 KM (0.10 MI) SOUTHEAST OF A WINDSOCK, BETWEEN THE RUNWAY AND
 AB6588'PERIMETER FENCE.  OWNERSHIP--CITY OF CALDWELL, BOX 550, CALDWELL, TX.
 AB6588'77836.  PHONE 409-567-3271 OR 409-567-0403.  TO REACH THE STATION FROM
 AB6588'THE JUNCTION OF STATE HIGHWAYS 21 AND 36 IN CALDWELL, GO SOUTHWEST ON
 AB6588'HIGHWAY 21 FOR 2.6 KM (1.60 MI) TO HULL STREET ON THE LEFT.  TURN
 AB6588'LEFT, SOUTHEAST, FOR 1.0 KM (0.60 MI) TO A LOCKED GATE. GO EAST ACROSS
 AB6588'THE APRON FOR 90.0 M (295.3 FT) TO THE RUNWAY.  TURN RIGHT, SOUTHEAST,
 AB6588'ACROSS THE RUNWAY FOR 0.35 KM (0.20 MI) TO THE EAST PERIMETER FENCE
 AB6588'AND STATION.  THE STATION IS 185.0 M (607.0 FT) SOUTH-SOUTHEAST OF THE
 AB6588'WINDSOCK, 57.3 M (188.0 FT) EAST-NORTHEAST OF THE RUNWAY CENTERLINE,
 AB6588'AND 3.4 M (11.2 FT) WEST-SOUTHWEST OF A WITNESS POST AND FENCE.
 AB6588'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 AB6588'DEPTH DOES NOT MEET CLASS A REQUIREMENTS. THIS IS AN AIRPORT SAC
 AB6588'STATION.  BY R.G.H.
 AB6588
 AB6588                          STATION RECOVERY (2005)
 AB6588
 AB6588'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SC)
 AB6588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0037 ***********************************************************************
 DQ0037  DESIGNATION -  15
 DQ0037  PID         -  DQ0037
 DQ0037  STATE/COUNTY-  TX/HOCKLEY
 DQ0037  USGS QUAD   -  SMYER (1984)
 DQ0037
 DQ0037                         *CURRENT SURVEY CONTROL
 DQ0037  ___________________________________________________________________
 DQ0037* NAD 83(1986)-  33 35 06.     (N)    102 11 42.     (W)     SCALED    
 DQ0037* NAVD 88     -      1036.166  (meters)    3399.49   (feet)  ADJUSTED  
 DQ0037  ___________________________________________________________________
 DQ0037  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 DQ0037  DYNAMIC HT  -        1034.814 (meters)    3395.05  (feet)  COMP
 DQ0037  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 DQ0037
 DQ0037  VERT ORDER  -  SECOND    CLASS 0
 DQ0037
 DQ0037.The horizontal coordinates were scaled from a topographic map and have
 DQ0037.an estimated accuracy of +/- 6 seconds.
 DQ0037
 DQ0037.The orthometric height was determined by differential leveling
 DQ0037.and adjusted by the National Geodetic Survey in June 1991..
 DQ0037
 DQ0037.The geoid height was determined by GEOID03.
 DQ0037
 DQ0037.The dynamic height is computed by dividing the NAVD 88
 DQ0037.geopotential number by the normal gravity value computed on the
 DQ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0037.degrees latitude (g = 980.6199 gals.).
 DQ0037
 DQ0037.The modeled gravity was interpolated from observed gravity values.
 DQ0037
 DQ0037;                    North         East    Units  Estimated Accuracy
 DQ0037;SPC TXNC     - 2,218,760.      257,090.      MT  (+/- 180 meters Scaled)
 DQ0037
 DQ0037                          SUPERSEDED SURVEY CONTROL
 DQ0037
 DQ0037  NGVD 29 (??/??/92) 1035.781  (m)         3398.22   (f) ADJ UNCH    2 0
 DQ0037
 DQ0037.Superseded values are not recommended for survey control.
 DQ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0037.See file dsdata.txt to determine how the superseded data were derived.
 DQ0037
 DQ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT603196(NAD 83)
 DQ0037_MARKER: B = BOLT
 DQ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0037+STABILITY: SURFACE MOTION
 DQ0037
 DQ0037  HISTORY     - Date     Condition        Report By
 DQ0037  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0037  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0037
 DQ0037                          STATION DESCRIPTION
 DQ0037
 DQ0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0037'1.7 MI W FROM SMYER.
 DQ0037'1.7 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0037'STATION AT SMYER, HOCKLEY COUNTY, 96 FEET NORTH OF MILEPOST 15, 51
 DQ0037'FEET NORTH OF THE CENTERLINE OF THE TRACK, 40 FEET SOUTH OF THE
 DQ0037'CENTERLINE OF A ROAD, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 DQ0037'TRACK BOLT SET IN THE TOP OF A CONCRETE POST.  NOTE-- EXTENSIVE
 DQ0037'EXCAVATION MADE IN THE AREA, NO RESULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1130 ***********************************************************************
 FL1130  DESIGNATION -  15
 FL1130  PID         -  FL1130
 FL1130  STATE/COUNTY-  TX/POTTER
 FL1130  USGS QUAD   -  CHUNKY (1969)
 FL1130
 FL1130                         *CURRENT SURVEY CONTROL
 FL1130  ___________________________________________________________________
 FL1130* NAD 83(1986)-  35 24 15.     (N)    101 50 42.     (W)     SCALED    
 FL1130* NAVD 88     -       977.052  (meters)    3205.54   (feet)  ADJUSTED  
 FL1130  ___________________________________________________________________
 FL1130  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL1130  DYNAMIC HT  -         975.913 (meters)    3201.81  (feet)  COMP
 FL1130  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 FL1130
 FL1130  VERT ORDER  -  SECOND    CLASS 0
 FL1130
 FL1130.The horizontal coordinates were scaled from a topographic map and have
 FL1130.an estimated accuracy of +/- 6 seconds.
 FL1130
 FL1130.The orthometric height was determined by differential leveling
 FL1130.and adjusted by the National Geodetic Survey in June 1991..
 FL1130
 FL1130.The geoid height was determined by GEOID03.
 FL1130
 FL1130.The dynamic height is computed by dividing the NAVD 88
 FL1130.geopotential number by the normal gravity value computed on the
 FL1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1130.degrees latitude (g = 980.6199 gals.).
 FL1130
 FL1130.The modeled gravity was interpolated from observed gravity values.
 FL1130
 FL1130;                    North         East    Units  Estimated Accuracy
 FL1130;SPC TX N     - 1,155,830.      168,660.      MT  (+/- 180 meters Scaled)
 FL1130
 FL1130                          SUPERSEDED SURVEY CONTROL
 FL1130
 FL1130  NGVD 29 (??/??/92)  976.568  (m)         3203.96   (f) ADJ UNCH    2 0
 FL1130
 FL1130.Superseded values are not recommended for survey control.
 FL1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1130.See file dsdata.txt to determine how the superseded data were derived.
 FL1130
 FL1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE416215(NAD 83)
 FL1130_MARKER: B = BOLT
 FL1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1130+STABILITY: SURFACE MOTION
 FL1130
 FL1130  HISTORY     - Date     Condition        Report By
 FL1130  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1130  HISTORY     - 1934     GOOD             NGS
 FL1130
 FL1130                          STATION DESCRIPTION
 FL1130
 FL1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1130'16.4 MI N FROM AMARILLO.
 FL1130'16.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1130'AMARILLO, POTTER COUNTY, 179 FEET SOUTHEAST OF MILEPOST 15, 73 FEET
 FL1130'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTHWEST OF THE
 FL1130'RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0094 ***********************************************************************
 DN0094  DESIGNATION -  15
 DN0094  PID         -  DN0094
 DN0094  STATE/COUNTY-  TX/HUNT
 DN0094  USGS QUAD   -  GREENVILLE NE (1963)
 DN0094
 DN0094                         *CURRENT SURVEY CONTROL
 DN0094  ___________________________________________________________________
 DN0094* NAD 83(1986)-  33 07 45.     (N)    096 06 25.     (W)     SCALED    
 DN0094* NAVD 88     -       165.983  (meters)     544.56   (feet)  ADJUSTED  
 DN0094  ___________________________________________________________________
 DN0094  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0094  DYNAMIC HT  -         165.803 (meters)     543.97  (feet)  COMP
 DN0094  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 DN0094
 DN0094  VERT ORDER  -  FIRST     CLASS II
 DN0094
 DN0094.The horizontal coordinates were scaled from a topographic map and have
 DN0094.an estimated accuracy of +/- 6 seconds.
 DN0094
 DN0094.The orthometric height was determined by differential leveling
 DN0094.and adjusted by the National Geodetic Survey in June 1991..
 DN0094
 DN0094.The geoid height was determined by GEOID03.
 DN0094
 DN0094.The dynamic height is computed by dividing the NAVD 88
 DN0094.geopotential number by the normal gravity value computed on the
 DN0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0094.degrees latitude (g = 980.6199 gals.).
 DN0094
 DN0094.The modeled gravity was interpolated from observed gravity values.
 DN0094
 DN0094;                    North         East    Units  Estimated Accuracy
 DN0094;SPC TXNC     - 2,164,720.      823,270.      MT  (+/- 180 meters Scaled)
 DN0094
 DN0094                          SUPERSEDED SURVEY CONTROL
 DN0094
 DN0094  NGVD 29 (??/??/92)  165.972  (m)          544.53   (f) ADJ UNCH    1 2
 DN0094
 DN0094.Superseded values are not recommended for survey control.
 DN0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0094.See file dsdata.txt to determine how the superseded data were derived.
 DN0094
 DN0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB699693(NAD 83)
 DN0094_MARKER: Q = CHISELED SQUARE
 DN0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0094_SP_SET: CULVERT
 DN0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0094
 DN0094  HISTORY     - Date     Condition        Report By
 DN0094  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0094  HISTORY     - 1959     GOOD             NGS
 DN0094
 DN0094                          STATION DESCRIPTION
 DN0094
 DN0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0094'0.9 MI SE FROM GREENVILLE.
 DN0094'ABOUT 0.9 MILE SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 DN0094'THE STATION AT GREENVILLE, AT THE CROSSING OF STONEWALL STREET, 7.8
 DN0094'FEET NORTHEAST OF THE NORTHEAST RAIL, 163 FEET EAST OF THE CENTER LINE
 DN0094'OF STONEWALL STREET, 70 FEET SOUTH OF THE CENTER LINE OF WALLWORTH
 DN0094'STREET, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF
 DN0094'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0939 ***********************************************************************
 AH0939  DESIGNATION -  15 A
 AH0939  PID         -  AH0939
 AH0939  STATE/COUNTY-  TX/JIM WELLS
 AH0939  USGS QUAD   -  ORANGE GROVE (1979)
 AH0939
 AH0939                         *CURRENT SURVEY CONTROL
 AH0939  ___________________________________________________________________
 AH0939* NAD 83(1986)-  27 59 44.     (N)    097 54 28.     (W)     SCALED    
 AH0939* NAVD 88     -        57.673  (meters)     189.22   (feet)  POSTED    
 AH0939  ___________________________________________________________________
 AH0939  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AH0939  DYNAMIC HT  -          57.590 (meters)     188.94  (feet)  COMP
 AH0939  MODELED GRAV-     979,124.8   (mgal)                       NAVD 88
 AH0939
 AH0939  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AH0939
 AH0939.The horizontal coordinates were scaled from a topographic map and have
 AH0939.an estimated accuracy of +/- 6 seconds.
 AH0939
 AH0939.The orthometric height was determined by differential leveling
 AH0939.and adjusted by the National Geodetic Survey in 1992..
 AH0939.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AH0939.rate of 1.1 thru 2.0 mm/km.
 AH0939
 AH0939.The geoid height was determined by GEOID03.
 AH0939
 AH0939.The dynamic height is computed by dividing the NAVD 88
 AH0939.geopotential number by the normal gravity value computed on the
 AH0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0939.degrees latitude (g = 980.6199 gals.).
 AH0939
 AH0939.The modeled gravity was interpolated from observed gravity values.
 AH0939
 AH0939;                    North         East    Units  Estimated Accuracy
 AH0939;SPC TX S     - 5,258,170.      358,260.      MT  (+/- 180 meters Scaled)
 AH0939
 AH0939                          SUPERSEDED SURVEY CONTROL
 AH0939
 AH0939  NGVD 29 (??/??/92)   57.737  (m)          189.43   (f) ADJ UNCH    2 0
 AH0939
 AH0939.Superseded values are not recommended for survey control.
 AH0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0939.See file dsdata.txt to determine how the superseded data were derived.
 AH0939
 AH0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR073971(NAD 83)
 AH0939_MARKER: DD = SURVEY DISK
 AH0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0939_STAMPING: P T STA NO 59 K 1925 TEXAS 15 A 1923
 AH0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0939+STABILITY: SURFACE MOTION
 AH0939
 AH0939  HISTORY     - Date     Condition        Report By
 AH0939  HISTORY     - 1923     MONUMENTED       USGS
 AH0939  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 AH0939
 AH0939                          STATION DESCRIPTION
 AH0939
 AH0939'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 AH0939'3.2 MI N FROM CASABLANCA.
 AH0939'3.2 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AH0939'STATION AT ORANGE GROVE, JIM WELLS COUNTY, AT THE SOUTHEAST CORNER OF
 AH0939'A ROAD JUNCTION, 40 FEET EAST OF THE CENTER LINE OF THE TRACK, IN LINE
 AH0939'WITH CATTLE GUARD 23 A, AND 2 FEET NORTH OF A FENCE CORNER.  A UNITED
 AH0939'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED P T STA NO 59 K 1925
 AH0939'TEXAS 15 A 1923 AND SET IN THE TOP OF A CONCRETE POST.
 AH0939
 AH0939                          STATION RECOVERY (1984)
 AH0939
 AH0939'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 AH0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0821 ***********************************************************************
 CC0821  DESIGNATION -  15 JRC
 CC0821  PID         -  CC0821
 CC0821  STATE/COUNTY-  TX/LOVING
 CC0821  USGS QUAD   -  LINDLEY RANCH (1961)
 CC0821
 CC0821                         *CURRENT SURVEY CONTROL
 CC0821  ___________________________________________________________________
 CC0821* NAD 83(1993)-  31 49 00.92330(N)    103 44 08.26952(W)     ADJUSTED  
 CC0821* NAVD 88     -       869.3    (meters)    2852.     (feet)  VERTCON   
 CC0821  ___________________________________________________________________
 CC0821  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CC0821  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CC0821
 CC0821  HORZ ORDER  -  SECOND
 CC0821
 CC0821.The horizontal coordinates were established by classical geodetic methods
 CC0821.and adjusted by the National Geodetic Survey in February 1996..
 CC0821
 CC0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0821
 CC0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0821
 CC0821.The geoid height was determined by GEOID03.
 CC0821
 CC0821;                    North         East     Units Scale Factor Converg.
 CC0821;SPC TX C     - 3,243,302.219   377,924.839   MT  0.99998284   -1 45 08.6
 CC0821;SPC TX C     -10,640,734.03  1,239,908.41   sFT  0.99998284   -1 45 08.6
 CC0821;UTM  13      - 3,520,839.478   619,667.502   MT  0.99977661   +0 39 60.0
 CC0821
 CC0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0821!SPC TX C     -   0.99986756  x   0.99998284  =   0.99985041
 CC0821!UTM  13      -   0.99986756  x   0.99977661  =   0.99964420
 CC0821
 CC0821:                Primary Azimuth Mark                     Grid Az
 CC0821:SPC TX C     -  SKELTON                                  073 37 44.8
 CC0821:UTM  13      -  SKELTON                                  071 12 36.2
 CC0821
 CC0821|---------------------------------------------------------------------|
 CC0821| PID    Reference Object                     Distance      Geod. Az  |
 CC0821|                                                           dddmmss.s |
 CC0821| CC0819 SKELTON                             APPROX. 7.3 KM 0715236.2 |
 CC0821| CH8429 15 JRC RM 1                          12.409 METERS 23323     |
 CC0821| CH8430 15 JRC RM 2                          28.264 METERS 34805     |
 CC0821|---------------------------------------------------------------------|
 CC0821
 CC0821                          SUPERSEDED SURVEY CONTROL
 CC0821
 CC0821  NAD 83(1993)-  31 49 00.92397(N)    103 44 08.26753(W) AD(       ) 2
 CC0821  NAD 83(1986)-  31 49 00.92390(N)    103 44 08.26722(W) AD(       ) 2
 CC0821  NAD 27      -  31 49 00.46539(N)    103 44 06.58915(W) AD(       ) 2
 CC0821  NGVD 29 (07/19/86)  868.8    (m)         2850.     (f) VERT ANG       
 CC0821
 CC0821.Superseded values are not recommended for survey control.
 CC0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0821.See file dsdata.txt to determine how the superseded data were derived.
 CC0821
 CC0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR1966820839(NAD 83)
 CC0821_MARKER: DD = SURVEY DISK
 CC0821_SETTING: 0 = UNSPECIFIED SETTING
 CC0821
 CC0821  HISTORY     - Date     Condition        Report By
 CC0821  HISTORY     - 1969     MONUMENTED       USGS
 CC0821
 CC0821                          STATION DESCRIPTION
 CC0821
 CC0821'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (EGE)
 CC0821'STATION IS LOCATED NORTH 45 DEG WEST, ABOUT 11 MILES AIRLINE FROM
 CC0821'MENTONE.  SOUTH 87 DEG EAST ABOUT 10 MILES AIRLINE FROM ORLA.
 CC0821'ON A LOW HILL 0.05 MILE WEST OF A TRACK ROAD, AND 12 FEET WEST
 CC0821'OF A USGS METAL WITNESS SIGN MOUNTED ON A METAL POST.
 CC0821'
 CC0821'TO REACH FROM THE COURTHOUSE IN MENTONE, PROCEED NORTH ON MAIN
 CC0821'GRADED GRAVEL ROAD FOR 9.2 MILES TO A T-ROAD WEST, THEN TURN
 CC0821'LEFT (WEST) AND PROCEED 5.9 MILES TO A BEND IN ROAD AND A TRACK
 CC0821'ROAD SOUTH.  TURN LEFT (SOUTH) ON TRACK ROAD AND PROCEED 1.1
 CC0821'MILE TO LOW HILL ON RIGHT.  TURN RIGHT (WEST) AND PROCEED 0.05
 CC0821'MILE CROSS COUNTRY TO STATION.
 CC0821'
 CC0821'STATION MARK--A STANDARD USGS ALUMINUM TABLET SET IN A CONCRETE
 CC0821'POST.  TABLET PROJECTS 0.6 FOOT AND IS STAMPED 15 JRC ET 1960
 CC0821'1969 2850.
 CC0821'
 CC0821'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK
 CC0821'TABLET SET IN DRILL HOLE IN OUTCROPPING ROCK.  TABLET IS
 CC0821'STAMPED 15 JRC ET 1960 1969 NO. 1.
 CC0821'
 CC0821'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK
 CC0821'TABLET SET IN DRILL HOLE IN OUTCROPPING ROCK.  TABLET IS STAMPED
 CC0821'15 JRC ET 1960 1969 NO. 2.
 CC0821'
 CC0821'STATION SKELTON ET 1960 1969 IS VISIBLE FROM THE GROUND AT THIS
 CC0821'STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2303 ***********************************************************************
 BY2303  DESIGNATION -  15 S
 BY2303  PID         -  BY2303
 BY2303  STATE/COUNTY-  TX/ANDERSON
 BY2303  USGS QUAD   -  YARD (1982)
 BY2303
 BY2303                         *CURRENT SURVEY CONTROL
 BY2303  ___________________________________________________________________
 BY2303* NAD 83(1986)-  31 51 15.     (N)    095 58 16.     (W)     SCALED    
 BY2303* NAVD 88     -        81.866  (meters)     268.59   (feet)  ADJUSTED  
 BY2303  ___________________________________________________________________
 BY2303  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BY2303  DYNAMIC HT  -          81.769 (meters)     268.27  (feet)  COMP
 BY2303  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 BY2303
 BY2303  VERT ORDER  -  SECOND    CLASS 0
 BY2303
 BY2303.The horizontal coordinates were scaled from a topographic map and have
 BY2303.an estimated accuracy of +/- 6 seconds.
 BY2303
 BY2303.The orthometric height was determined by differential leveling
 BY2303.and adjusted by the National Geodetic Survey in June 1991..
 BY2303
 BY2303.The geoid height was determined by GEOID03.
 BY2303
 BY2303.The dynamic height is computed by dividing the NAVD 88
 BY2303.geopotential number by the normal gravity value computed on the
 BY2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2303.degrees latitude (g = 980.6199 gals.).
 BY2303
 BY2303.The modeled gravity was interpolated from observed gravity values.
 BY2303
 BY2303;                    North         East    Units  Estimated Accuracy
 BY2303;SPC TX C     - 3,250,600.    1,112,740.      MT  (+/- 180 meters Scaled)
 BY2303
 BY2303                          SUPERSEDED SURVEY CONTROL
 BY2303
 BY2303  NGVD 29 (??/??/92)   81.857  (m)          268.56   (f) ADJ UNCH    2 0
 BY2303
 BY2303.Superseded values are not recommended for survey control.
 BY2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2303.See file dsdata.txt to determine how the superseded data were derived.
 BY2303
 BY2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR188281(NAD 83)
 BY2303_MARKER: DD = SURVEY DISK
 BY2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2303_STAMPING: 15 S 1946 268 FT
 BY2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2303+STABILITY: SURFACE MOTION
 BY2303
 BY2303  HISTORY     - Date     Condition        Report By
 BY2303  HISTORY     - 1946     MONUMENTED       USGS
 BY2303  HISTORY     - 1947     GOOD             NGS
 BY2303
 BY2303                          STATION DESCRIPTION
 BY2303
 BY2303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2303'8.3 MI SW FROM BETHEL.
 BY2303'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2303'THENCE 3.7 MILES SOUTH ALONG A COUNTY ROAD, THENCE 4.3 MILES SOUTHWEST
 BY2303'ALONG A COUNTY ROAD TO THE SITE OF THE MARK, 62 FEET WEST OF THE WEST
 BY2303'END OF S.P. GRAYS STORE, 36 FEET EAST OF THE EXTENDED CENTER LINE OF A
 BY2303'NORTH AND SOUTH ROAD, 15 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 BY2303'WEST ROAD, 7 FEET EAST OF A FENCE CORNER, 2 FEET WEST OF A 4X4 MARKER
 BY2303'POST.  A BRONZE GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE
 BY2303'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0795 ***********************************************************************
 AN0795  DESIGNATION -  15 WHV
 AN0795  PID         -  AN0795
 AN0795  STATE/COUNTY-  TX/JACKSON
 AN0795  USGS QUAD   -  MANSON (1995)
 AN0795
 AN0795                         *CURRENT SURVEY CONTROL
 AN0795  ___________________________________________________________________
 AN0795* NAD 83(1986)-  28 57 13.     (N)    096 34 55.     (W)     SCALED    
 AN0795* NAVD 88     -        16.93   (+/-2cm)      55.5    (feet)  VERTCON   
 AN0795  ___________________________________________________________________
 AN0795  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0795
 AN0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0795
 AN0795.The horizontal coordinates were scaled from a topographic map and have
 AN0795.an estimated accuracy of +/- 6 seconds.
 AN0795
 AN0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0795.The vertical order pertains to the NGVD 29 superseded value.
 AN0795
 AN0795.The geoid height was determined by GEOID03.
 AN0795
 AN0795;                    North         East    Units  Estimated Accuracy
 AN0795;SPC TXSC     - 4,126,590.      835,670.      MT  (+/- 180 meters Scaled)
 AN0795
 AN0795                          SUPERSEDED SURVEY CONTROL
 AN0795
 AN0795  NGVD 29 (??/??/92)   16.941  (m)           55.58   (f) ADJ UNCH    2 0
 AN0795
 AN0795.Superseded values are not recommended for survey control.
 AN0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0795.See file dsdata.txt to determine how the superseded data were derived.
 AN0795
 AN0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT356052(NAD 83)
 AN0795_MARKER: DD = SURVEY DISK
 AN0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0795_STAMPING: 15 WHV 56 1951
 AN0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0795+STABILITY: SURFACE MOTION
 AN0795
 AN0795  HISTORY     - Date     Condition        Report By
 AN0795  HISTORY     - 1951     MONUMENTED       USGS
 AN0795  HISTORY     - 1972     GOOD             NGS
 AN0795
 AN0795                          STATION DESCRIPTION
 AN0795
 AN0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0795'4.45 MI SE FROM EDNA.
 AN0795'ABOUT 4.45 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0795'AT EDNA, ABOUT 0.1 MILE EAST OF A FRAME HOUSE ON THE SOUTH SIDE OF THE
 AN0795'HIGHWAY, 73 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 121 FEET
 AN0795'NORTH AND ACROSS THE HIGHWAY FROM A POWER POLE WHICH BEARS A
 AN0795'TRANSFORMER, 105 FEET EAST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A
 AN0795'FENCE, 0.5 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 AN0795'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 AN0795'PROJECTS 6 INCHES.  NOTE-- THE CONCRETE IS CHIPPED ON THE SOUTH SIDE
 AN0795'BUT THE MARK APPEARS TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1487 ***********************************************************************
 AJ1487  DESIGNATION -  15 WR
 AJ1487  PID         -  AJ1487
 AJ1487  STATE/COUNTY-  TX/WEBB
 AJ1487  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1487
 AJ1487                         *CURRENT SURVEY CONTROL
 AJ1487  ___________________________________________________________________
 AJ1487* NAD 83(1986)-  27 56 32.     (N)    099 37 22.     (W)     SCALED    
 AJ1487* NAVD 88     -       189.66   (+/-2cm)     622.2    (feet)  VERTCON   
 AJ1487  ___________________________________________________________________
 AJ1487  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AJ1487
 AJ1487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1487
 AJ1487.The horizontal coordinates were scaled from a topographic map and have
 AJ1487.an estimated accuracy of +/- 6 seconds.
 AJ1487
 AJ1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1487.The vertical order pertains to the NGVD 29 superseded value.
 AJ1487
 AJ1487.The geoid height was determined by GEOID03.
 AJ1487
 AJ1487;                    North         East    Units  Estimated Accuracy
 AJ1487;SPC TX S     - 5,252,620.      189,500.      MT  (+/- 180 meters Scaled)
 AJ1487
 AJ1487                          SUPERSEDED SURVEY CONTROL
 AJ1487
 AJ1487  NGVD 29 (??/??/92)  189.65   (m)          622.2    (f) COMPUTED    2 0
 AJ1487
 AJ1487.Superseded values are not recommended for survey control.
 AJ1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1487.See file dsdata.txt to determine how the superseded data were derived.
 AJ1487
 AJ1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR387909(NAD 83)
 AJ1487_MARKER: DB = BENCH MARK DISK
 AJ1487_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1487_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1487_STAMPING: 15 WR 622 1964
 AJ1487_MARK LOGO: USGS  
 AJ1487_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1487
 AJ1487  HISTORY     - Date     Condition        Report By
 AJ1487  HISTORY     - 1964     MONUMENTED       USGS
 AJ1487
 AJ1487                          STATION DESCRIPTION
 AJ1487
 AJ1487'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1487'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 20.6 MILES NORTHWEST
 AJ1487'ALONG TEXAS FARM ROAD 1472, THENCE 20.6 MILES NORTH-NORTHEAST ALONG
 AJ1487'THE LA MESA AND SPOHN RANCH ROAD TO A Y-ROAD SOUTHEAST TO SPOHN
 AJ1487'RANCH, THENCE 4.8 MILES SOUTHEAST, AT SPOHN RANCH, 7.1 MILES WEST OF
 AJ1487'THE INTERSECTION OF U S HIGHWAY 83 AND SPOHN RANCH ROAD, 600 FEET
 AJ1487'NORTH OF THE HEADQUARTERS BUILDING, 50 FEET EAST OF A CONCRETE WATER
 AJ1487'TANK, ON THE WEST EDGE OF A YARD, SET IN A CONCRETE POST PROJECTING
 AJ1487'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0769 ***********************************************************************
 CE0769  DESIGNATION -  15 X
 CE0769  PID         -  CE0769
 CE0769  STATE/COUNTY-  TX/EL PASO
 CE0769  USGS QUAD   -  YSLETA (1994)
 CE0769
 CE0769                         *CURRENT SURVEY CONTROL
 CE0769  ___________________________________________________________________
 CE0769* NAD 83(1986)-  31 41 14.     (N)    106 20 40.     (W)     SCALED    
 CE0769* NAVD 88     -      1121.736  (meters)    3680.23   (feet)  ADJUSTED  
 CE0769  ___________________________________________________________________
 CE0769  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CE0769  DYNAMIC HT  -        1120.026 (meters)    3674.62  (feet)  COMP
 CE0769  MODELED GRAV-     979,077.5   (mgal)                       NAVD 88
 CE0769
 CE0769  VERT ORDER  -  FIRST     CLASS I
 CE0769
 CE0769.The horizontal coordinates were scaled from a topographic map and have
 CE0769.an estimated accuracy of +/- 6 seconds.
 CE0769
 CE0769.The orthometric height was determined by differential leveling
 CE0769.and adjusted by the National Geodetic Survey in November 1996..
 CE0769
 CE0769.The geoid height was determined by GEOID03.
 CE0769
 CE0769.The dynamic height is computed by dividing the NAVD 88
 CE0769.geopotential number by the normal gravity value computed on the
 CE0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0769.degrees latitude (g = 980.6199 gals.).
 CE0769
 CE0769.The modeled gravity was interpolated from observed gravity values.
 CE0769
 CE0769;                    North         East    Units  Estimated Accuracy
 CE0769;SPC TX C     - 3,239,390.      130,380.      MT  (+/- 180 meters Scaled)
 CE0769
 CE0769                          SUPERSEDED SURVEY CONTROL
 CE0769
 CE0769.No superseded survey control is available for this station.
 CE0769
 CE0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR725065(NAD 83)
 CE0769_MARKER: DU = BOUNDARY MARKER
 CE0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0769_SP_SET: CONCRETE POST
 CE0769_MARK LOGO: IBWC  
 CE0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0769+STABILITY: SURFACE MOTION
 CE0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0769+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0769
 CE0769  HISTORY     - Date     Condition        Report By
 CE0769  HISTORY     - UNK      MONUMENTED       IBWC
 CE0769  HISTORY     - 19930112 GOOD             NGS
 CE0769
 CE0769                          STATION DESCRIPTION
 CE0769
 CE0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0769'18.2 KM (11.30 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0769'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0769'EL PASO, 60.3 M (197.8 FT) NORTH OF THE CENTER OF AN ACCESS ROAD
 CE0769'LEADING TO THE LEVEE, 4.0 M (13.1 FT) WEST OF A WOOD POST WITH A
 CE0769'WITNESS SIGN ATTACHED, 4.0 M (13.1 FT) WEST OF A PIPE STAMPED POT
 CE0769'210+15.06, 0.9 M (3.0 FT) EAST OF THE ROAD CENTER, AND THE MONUMENT
 CE0769'IS RECESSED 0.1 M (0.3 FT) BELOW THE ROAD SURFACE.  NOTE--THE DISK IS
 CE0769'UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0327 ***********************************************************************
 BL0327  DESIGNATION -  150
 BL0327  PID         -  BL0327
 BL0327  STATE/COUNTY-  TX/HARDIN
 BL0327  USGS QUAD   -  SILSBEE (1984)
 BL0327
 BL0327                         *CURRENT SURVEY CONTROL
 BL0327  ___________________________________________________________________
 BL0327* NAD 83(1986)-  30 21 43.     (N)    094 12 32.     (W)     SCALED    
 BL0327* NAVD 88     -        18.91   (+/-2cm)      62.0    (feet)  VERTCON   
 BL0327  ___________________________________________________________________
 BL0327  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0327
 BL0327  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0327
 BL0327.The horizontal coordinates were scaled from a topographic map and have
 BL0327.an estimated accuracy of +/- 6 seconds.
 BL0327
 BL0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0327.The vertical order pertains to the NGVD 29 superseded value.
 BL0327
 BL0327.The geoid height was determined by GEOID03.
 BL0327
 BL0327;                    North         East    Units  Estimated Accuracy
 BL0327;SPC TX C     - 3,093,280.    1,288,440.      MT  (+/- 180 meters Scaled)
 BL0327
 BL0327                          SUPERSEDED SURVEY CONTROL
 BL0327
 BL0327  NGVD 29 (??/??/92)   18.903  (m)           62.02   (f) ADJ UNCH    2 0
 BL0327
 BL0327.Superseded values are not recommended for survey control.
 BL0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0327.See file dsdata.txt to determine how the superseded data were derived.
 BL0327
 BL0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP838595(NAD 83)
 BL0327_MARKER: Z = SEE DESCRIPTION
 BL0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0327_SP_SET: SECTION RAIL
 BL0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0327
 BL0327  HISTORY     - Date     Condition        Report By
 BL0327  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0327  HISTORY     - 1935     GOOD             NGS
 BL0327  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 BL0327
 BL0327                          STATION DESCRIPTION
 BL0327
 BL0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0327'1.6 MI W FROM SILSBEE.
 BL0327'1.6 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0327'STATION AT SILSBEE, HARDIN COUNTY, OPPOSITE MILEPOST 150, AND 8 FEET
 BL0327'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0327'OF RAIL SET VERTICALLY.
 BL0327
 BL0327                          STATION RECOVERY (1997)
 BL0327
 BL0327'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0970 ***********************************************************************
 AH0970  DESIGNATION -  150
 AH0970  PID         -  AH0970
 AH0970  STATE/COUNTY-  TX/JIM WELLS
 AH0970  USGS QUAD   -  AGUA DULCE (1979)
 AH0970
 AH0970                         *CURRENT SURVEY CONTROL
 AH0970  ___________________________________________________________________
 AH0970* NAD 83(1986)-  27 46 21.     (N)    097 57 30.     (W)     SCALED    
 AH0970* NAVD 88     -        44.821  (meters)     147.05   (feet)  ADJUSTED  
 AH0970  ___________________________________________________________________
 AH0970  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH0970  DYNAMIC HT  -          44.752 (meters)     146.82  (feet)  COMP
 AH0970  MODELED GRAV-     979,103.5   (mgal)                       NAVD 88
 AH0970
 AH0970  VERT ORDER  -  FIRST     CLASS II
 AH0970
 AH0970.The horizontal coordinates were scaled from a topographic map and have
 AH0970.an estimated accuracy of +/- 6 seconds.
 AH0970
 AH0970.The orthometric height was determined by differential leveling
 AH0970.and adjusted by the National Geodetic Survey in June 1991..
 AH0970.WARNING-Repeat measurements at this control monument indicate possible
 AH0970.vertical movement.
 AH0970
 AH0970.The geoid height was determined by GEOID03.
 AH0970
 AH0970.The dynamic height is computed by dividing the NAVD 88
 AH0970.geopotential number by the normal gravity value computed on the
 AH0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0970.degrees latitude (g = 980.6199 gals.).
 AH0970
 AH0970.The modeled gravity was interpolated from observed gravity values.
 AH0970
 AH0970;                    North         East    Units  Estimated Accuracy
 AH0970;SPC TX S     - 5,233,430.      353,390.      MT  (+/- 180 meters Scaled)
 AH0970
 AH0970                          SUPERSEDED SURVEY CONTROL
 AH0970
 AH0970  NGVD 29 (??/??/92)   44.928  (m)          147.40   (f) ADJ UNCH    1 2
 AH0970
 AH0970.Superseded values are not recommended for survey control.
 AH0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0970.See file dsdata.txt to determine how the superseded data were derived.
 AH0970
 AH0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR026724(NAD 83)
 AH0970_MARKER: P = PIPE CAP
 AH0970_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH0970_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AH0970_STAMPING: 150 1920 147.27
 AH0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0970
 AH0970  HISTORY     - Date     Condition        Report By
 AH0970  HISTORY     - 1920     MONUMENTED       USGS
 AH0970  HISTORY     - 1950     GOOD             NGS
 AH0970
 AH0970                          STATION DESCRIPTION
 AH0970
 AH0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0970'3.0 MI W FROM AGUA DULCE.
 AH0970'3.0 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0970'AGUA DULCE, 6 POLES WEST OF MILEPOST 127, 87 FEET SOUTH OF THE SOUTH
 AH0970'RAIL, 32 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH OILED ROAD,
 AH0970'23 FEET SOUTHWEST OF THE WEST END OF AN 18 INCH PIPE CULVERT UNDER THE
 AH0970'OILED ROAD, 2.2 FEET NORTH OF A WITNESS POST, RIVETED ON THE TOP OF AN
 AH0970'IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3249 ***********************************************************************
 AW3249  DESIGNATION -  150 TEST WELL
 AW3249  PID         -  AW3249
 AW3249  STATE/COUNTY-  TX/HARRIS
 AW3249  USGS QUAD   -  JACINTO CITY (1982)
 AW3249
 AW3249                         *CURRENT SURVEY CONTROL
 AW3249  ___________________________________________________________________
 AW3249* NAD 83(1986)-  29 49 31.     (N)    095 13 07.     (W)     SCALED    
 AW3249* NAVD 88     -        11.89   (+/-2cm)      39.0    (feet)  VERTCON   
 AW3249  ___________________________________________________________________
 AW3249  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW3249
 AW3249  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3249
 AW3249.The horizontal coordinates were scaled from a topographic map and have
 AW3249.an estimated accuracy of +/- 6 seconds.
 AW3249
 AW3249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3249.The vertical order pertains to the NGVD 29 superseded value.
 AW3249
 AW3249.The geoid height was determined by GEOID03.
 AW3249
 AW3249;                    North         East    Units  Estimated Accuracy
 AW3249;SPC TXSC     - 4,226,670.      965,390.      MT  (+/- 180 meters Scaled)
 AW3249
 AW3249                          SUPERSEDED SURVEY CONTROL
 AW3249
 AW3249  NGVD 29 (??/??/92)   11.884  (m)           38.99   (f) ADJ UNCH    1 2
 AW3249
 AW3249.Superseded values are not recommended for survey control.
 AW3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3249.See file dsdata.txt to determine how the superseded data were derived.
 AW3249
 AW3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP856014(NAD 83)
 AW3249_MARKER: Z = SEE DESCRIPTION
 AW3249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3249_SP_SET: IRON PLUG
 AW3249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3249
 AW3249  HISTORY     - Date     Condition        Report By
 AW3249  HISTORY     - UNK      MONUMENTED       LOCENG
 AW3249  HISTORY     - 1963     GOOD             NGS
 AW3249  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW3249
 AW3249                          STATION DESCRIPTION
 AW3249
 AW3249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3249'6.5 MI SW FROM SHELDON.
 AW3249'ABOUT 6.25 MILES SOUTHWEST ALONG U. S. HIGHWAY 90 FROM THE
 AW3249'INTERSECTION OF THE SHELDON-DE ZAVALLA ROAD AT SHELDON, THENCE 0.25
 AW3249'MILE SOUTH ALONG A PAVED ROAD LEADING TO THE HOUSTON LIGHT AND POWER
 AW3249'COMPANY PLANT, 182 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD, 43
 AW3249'FEET SOUTH OF THE CENTER LINE OF A SHELL ROAD, 73 FEET SOUTH-SOUTHWEST
 AW3249'OF THE MORE SOUTHWESTERLY OF TWO HIGH VOLTAGE POWER POLES, THE TOP OF
 AW3249'AN IRON PLUG IN THE TOP OF A 6-INCH PIPE WHICH PROJECTS 8 INCHES ABOVE
 AW3249'THE GROUND.
 AW3249
 AW3249                          STATION RECOVERY (1998)
 AW3249
 AW3249'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2998 ***********************************************************************
 AW2998  DESIGNATION -  15+00
 AW2998  PID         -  AW2998
 AW2998  STATE/COUNTY-  TX/HARRIS
 AW2998  USGS QUAD   -  MORGANS POINT (1993)
 AW2998
 AW2998                         *CURRENT SURVEY CONTROL
 AW2998  ___________________________________________________________________
 AW2998* NAD 83(1986)-  29 41 16.     (N)    094 58 57.     (W)     SCALED    
 AW2998* NAVD 88     -         1.53   (+/-2cm)       5.0    (feet)  VERTCON   
 AW2998  ___________________________________________________________________
 AW2998  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2998
 AW2998  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2998
 AW2998.The horizontal coordinates were scaled from a topographic map and have
 AW2998.an estimated accuracy of +/- 6 seconds.
 AW2998
 AW2998.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2998.The vertical order pertains to the NGVD 29 superseded value.
 AW2998
 AW2998.The geoid height was determined by GEOID03.
 AW2998
 AW2998;                    North         East    Units  Estimated Accuracy
 AW2998;SPC TXSC     - 4,212,200.      988,720.      MT  (+/- 180 meters Scaled)
 AW2998
 AW2998                          SUPERSEDED SURVEY CONTROL
 AW2998
 AW2998  NGVD 29 (??/??/92)    1.530  (m)            5.02   (f) ADJ UNCH    1 2
 AW2998
 AW2998.Superseded values are not recommended for survey control.
 AW2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2998.See file dsdata.txt to determine how the superseded data were derived.
 AW2998
 AW2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN081858(NAD 83)
 AW2998_MARKER: DD = SURVEY DISK
 AW2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2998_STAMPING: 15 00
 AW2998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2998+STABILITY: SURFACE MOTION
 AW2998
 AW2998  HISTORY     - Date     Condition        Report By
 AW2998  HISTORY     - UNK      MONUMENTED       USE
 AW2998  HISTORY     - 1943     GOOD             NGS
 AW2998  HISTORY     - 1956     MARK NOT FOUND   USGS
 AW2998
 AW2998                          STATION DESCRIPTION
 AW2998
 AW2998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2998'IN MORGAN POINT.
 AW2998'BENCH MARK IS ABOUT 200 FEET NORTHEAST OF THE NORTHWEST FERRY LANDING
 AW2998'AND ABOUT 100 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY NO.146. THE
 AW2998'CONCRETE MONUMENT IS TILTED ABOUT 5 DEGREES.
 AW2998
 AW2998                          STATION RECOVERY (1956)
 AW2998
 AW2998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AW2998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0323 ***********************************************************************
 AM0323  DESIGNATION -  15.00
 AM0323  PID         -  AM0323
 AM0323  STATE/COUNTY-  TX/BRAZORIA
 AM0323  USGS QUAD   -  FREEPORT (1974)
 AM0323
 AM0323                         *CURRENT SURVEY CONTROL
 AM0323  ___________________________________________________________________
 AM0323* NAD 83(1986)-  28 56 06.     (N)    095 17 44.     (W)     SCALED    
 AM0323* NAVD 88     -         1.71   (+/-2cm)       5.6    (feet)  VERTCON   
 AM0323  ___________________________________________________________________
 AM0323  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0323
 AM0323  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0323
 AM0323.The horizontal coordinates were scaled from a topographic map and have
 AM0323.an estimated accuracy of +/- 6 seconds.
 AM0323
 AM0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0323.The vertical order pertains to the NGVD 29 superseded value.
 AM0323
 AM0323.The geoid height was determined by GEOID03.
 AM0323
 AM0323;                    North         East    Units  Estimated Accuracy
 AM0323;SPC TXSC     - 4,127,810.      961,080.      MT  (+/- 180 meters Scaled)
 AM0323
 AM0323                          SUPERSEDED SURVEY CONTROL
 AM0323
 AM0323  NGVD 29 (??/??/92)    1.730  (m)            5.68   (f) ADJ UNCH    1 2
 AM0323
 AM0323.Superseded values are not recommended for survey control.
 AM0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0323.See file dsdata.txt to determine how the superseded data were derived.
 AM0323
 AM0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN762029(NAD 83)
 AM0323_MARKER: DD = SURVEY DISK
 AM0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0323_SP_SET: JETTY
 AM0323_STAMPING: 15.00 66
 AM0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0323
 AM0323  HISTORY     - Date     Condition        Report By
 AM0323  HISTORY     - UNK      MONUMENTED       DOD
 AM0323  HISTORY     - 1973     GOOD             NGS
 AM0323  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AM0323  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0323  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0323  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0323
 AM0323                          STATION DESCRIPTION
 AM0323
 AM0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0323'IN SURFSIDE.
 AM0323'AT SURFSIDE, AT THE SOUTHWEST END OF THE ISLAND, ALONG A CONCRETE
 AM0323'CAPPED JETTY WHICH IS ALONG THE NORTHEAST SIDE OF FREEPORT HARBOR
 AM0323'CHANNEL, IN THE TOP OF THE CENTER OF THE JETTY, 450.0 FEET SOUTHEAST
 AM0323'OF THE SOUTHEAST SIDE OF JETTIES BAIT CAMP BUILDING, ABOUT 100 FEET
 AM0323'NORTHEAST OF A LIGHT TOWER WITH A TIDE STAFF ATTACHED.
 AM0323
 AM0323                          STATION RECOVERY (1988)
 AM0323
 AM0323'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AM0323'MARK NOT FOUND.
 AM0323
 AM0323                          STATION RECOVERY (1998)
 AM0323
 AM0323'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0323'MARK NOT FOUND.
 AM0323
 AM0323                          STATION RECOVERY (2004)
 AM0323
 AM0323'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0323'MARK NOT FOUND.
 AM0323
 AM0323                          STATION RECOVERY (2005)
 AM0323
 AM0323'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2979 ***********************************************************************
 AW2979  DESIGNATION -  1+500 650 USE
 AW2979  PID         -  AW2979
 AW2979  STATE/COUNTY-  TX/HARRIS
 AW2979  USGS QUAD   -  MORGANS POINT (1993)
 AW2979
 AW2979                         *CURRENT SURVEY CONTROL
 AW2979  ___________________________________________________________________
 AW2979* NAD 83(1986)-  29 40 46.     (N)    094 58 42.     (W)     SCALED    
 AW2979* NAVD 88     -         1.23   (+/-2cm)       4.0    (feet)  VERTCON   
 AW2979  ___________________________________________________________________
 AW2979  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2979
 AW2979  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2979
 AW2979.The horizontal coordinates were scaled from a topographic map and have
 AW2979.an estimated accuracy of +/- 6 seconds.
 AW2979
 AW2979.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2979.The vertical order pertains to the NGVD 29 superseded value.
 AW2979
 AW2979.The geoid height was determined by GEOID03.
 AW2979
 AW2979;                    North         East    Units  Estimated Accuracy
 AW2979;SPC TXSC     - 4,211,290.      989,150.      MT  (+/- 180 meters Scaled)
 AW2979
 AW2979                          SUPERSEDED SURVEY CONTROL
 AW2979
 AW2979  NGVD 29 (??/??/92)    1.23   (m)            4.0    (f) COMPUTED    1 2
 AW2979
 AW2979.Superseded values are not recommended for survey control.
 AW2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2979.See file dsdata.txt to determine how the superseded data were derived.
 AW2979
 AW2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN085849(NAD 83)
 AW2979_MARKER: DD = SURVEY DISK
 AW2979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2979_STAMPING: 1 + 500 650
 AW2979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2979+STABILITY: SURFACE MOTION
 AW2979
 AW2979  HISTORY     - Date     Condition        Report By
 AW2979  HISTORY     - UNK      MONUMENTED       USE
 AW2979  HISTORY     - 1958     GOOD             NGS
 AW2979  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2979
 AW2979                          STATION DESCRIPTION
 AW2979
 AW2979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2979'0.55 MI SE FROM MORGAN POINT.
 AW2979'ABOUT 0.15 MILE NORTHEAST, ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2979'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, THENCE ABOUT 0.4
 AW2979'MILE SOUTHEAST ALONG THE SOUTHWEST BANK OF ATKINSON ISLAND, ABOUT 0.1
 AW2979'MILE NORTHWEST OF THE MOST NORTHWESTERLY ONE OF 2 LIGHT BEACONS, AT
 AW2979'THE SOUTHWEST EDGE OF A CLUMP OF BUSHES, 12 FEET NORTHEAST OF THE HIGH
 AW2979'WATER LINE, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2979
 AW2979                          STATION RECOVERY (1964)
 AW2979
 AW2979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0107 ***********************************************************************
 CA0107  DESIGNATION -  1505.42
 CA0107  PID         -  CA0107
 CA0107  STATE/COUNTY-  TX/LAMPASAS
 CA0107  USGS QUAD   -  LOMETA (1959)
 CA0107
 CA0107                         *CURRENT SURVEY CONTROL
 CA0107  ___________________________________________________________________
 CA0107* NAD 83(1986)-  31 11 46.     (N)    098 22 49.     (W)     SCALED    
 CA0107* NAVD 88     -       459.078  (meters)    1506.16   (feet)  ADJUSTED  
 CA0107  ___________________________________________________________________
 CA0107  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CA0107  DYNAMIC HT  -         458.458 (meters)    1504.12  (feet)  COMP
 CA0107  MODELED GRAV-     979,275.8   (mgal)                       NAVD 88
 CA0107
 CA0107  VERT ORDER  -  FIRST     CLASS II
 CA0107
 CA0107.The horizontal coordinates were scaled from a topographic map and have
 CA0107.an estimated accuracy of +/- 6 seconds.
 CA0107
 CA0107.The orthometric height was determined by differential leveling
 CA0107.and adjusted by the National Geodetic Survey in June 1991..
 CA0107
 CA0107.The geoid height was determined by GEOID03.
 CA0107
 CA0107.The dynamic height is computed by dividing the NAVD 88
 CA0107.geopotential number by the normal gravity value computed on the
 CA0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0107.degrees latitude (g = 980.6199 gals.).
 CA0107
 CA0107.The modeled gravity was interpolated from observed gravity values.
 CA0107
 CA0107;                    North         East    Units  Estimated Accuracy
 CA0107;SPC TX C     - 3,171,180.      886,110.      MT  (+/- 180 meters Scaled)
 CA0107
 CA0107                          SUPERSEDED SURVEY CONTROL
 CA0107
 CA0107  NGVD 29 (??/??/92)  458.975  (m)         1505.82   (f) ADJ UNCH    1 2
 CA0107
 CA0107.Superseded values are not recommended for survey control.
 CA0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0107.See file dsdata.txt to determine how the superseded data were derived.
 CA0107
 CA0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV590515(NAD 83)
 CA0107_MARKER: X = CHISELED CROSS
 CA0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0107_SP_SET: MILE RAIL
 CA0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0107
 CA0107  HISTORY     - Date     Condition        Report By
 CA0107  HISTORY     - UNK      MONUMENTED       USGS
 CA0107  HISTORY     - 1932     GOOD             NGS
 CA0107  HISTORY     - 1934     GOOD             NGS
 CA0107  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0107
 CA0107                          STATION DESCRIPTION
 CA0107
 CA0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0107'1.7 MI SE FROM LOMETA.
 CA0107'1.7 MILES SOUTHEAST OF THE STATION AT LOMETA ON THE SANTA FE R.R., ON
 CA0107'THE EAST SIDE OF THE TRACK, OPPOSITE MILE POLE NO. 290, CHISLED CROSS
 CA0107'TOP VERTICAL MILE RAIL NO. 290.  ELEVATION 1,505.42 FEET.
 CA0107
 CA0107                          STATION RECOVERY (1934)
 CA0107
 CA0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0107'RECOVERED IN GOOD CONDITION.
 CA0107
 CA0107                          STATION RECOVERY (2002)
 CA0107
 CA0107'RECOVERY NOTE BY US POWER SQUADRON 2002 (AH)
 CA0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2135 ***********************************************************************
 BX2135  DESIGNATION -  150.98 GCSFRC
 BX2135  PID         -  BX2135
 BX2135  STATE/COUNTY-  TX/SABINE
 BX2135  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2135
 BX2135                         *CURRENT SURVEY CONTROL
 BX2135  ___________________________________________________________________
 BX2135* NAD 83(1986)-  31 10 12.     (N)    093 59 28.     (W)     SCALED    
 BX2135* NAVD 88     -        46.18   (+/-2cm)     151.5    (feet)  VERTCON   
 BX2135  ___________________________________________________________________
 BX2135  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BX2135
 BX2135  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2135
 BX2135.The horizontal coordinates were scaled from a topographic map and have
 BX2135.an estimated accuracy of +/- 6 seconds.
 BX2135
 BX2135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2135.The vertical order pertains to the NGVD 29 superseded value.
 BX2135
 BX2135.The geoid height was determined by GEOID03.
 BX2135
 BX2135;                    North         East    Units  Estimated Accuracy
 BX2135;SPC TX C     - 3,183,880.    1,304,240.      MT  (+/- 180 meters Scaled)
 BX2135
 BX2135                          SUPERSEDED SURVEY CONTROL
 BX2135
 BX2135  NGVD 29 (??/??/??)   46.190  (m)          151.54   (f) ADJUSTED    1 2
 BX2135
 BX2135.Superseded values are not recommended for survey control.
 BX2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2135.See file dsdata.txt to determine how the superseded data were derived.
 BX2135
 BX2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ055488(NAD 83)
 BX2135_MARKER: Z = SEE DESCRIPTION
 BX2135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2135_SP_SET: RAIL
 BX2135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2135
 BX2135  HISTORY     - Date     Condition        Report By
 BX2135  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2135  HISTORY     - 1932     GOOD             CGS
 BX2135  HISTORY     - 1934     GOOD             CGS
 BX2135
 BX2135                          STATION DESCRIPTION
 BX2135
 BX2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX2135'1.25 MI N FROM BROOKELAND.
 BX2135'1.25 MILES NORTH OF THE STATION AT BROOKELAND ON THE G.C. AND
 BX2135'S.F.R.R., VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION
 BX2135'150.98 FEET, 25 FEET WEST OF THE TRACK, 3 FEET NORTHWEST OF MILE POLE
 BX2135'NO. 92, 50 FEET NORTHWEST OF MILE RAIL NO. 92.
 BX2135
 BX2135                          STATION RECOVERY (1934)
 BX2135
 BX2135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BX2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0301 ***********************************************************************
 EM0301  DESIGNATION -  152
 EM0301  PID         -  EM0301
 EM0301  STATE/COUNTY-  TX/WILBARGER
 EM0301  USGS QUAD   -  HARROLD (1990)
 EM0301
 EM0301                         *CURRENT SURVEY CONTROL
 EM0301  ___________________________________________________________________
 EM0301* NAD 83(1986)-  34 06 34.     (N)    099 05 46.     (W)     SCALED    
 EM0301* NAVD 88     -       385.914  (meters)    1266.12   (feet)  POSTED    
 EM0301  ___________________________________________________________________
 EM0301  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 EM0301  DYNAMIC HT  -         385.480 (meters)    1264.70  (feet)  COMP
 EM0301  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 EM0301
 EM0301  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EM0301
 EM0301.The horizontal coordinates were scaled from a topographic map and have
 EM0301.an estimated accuracy of +/- 6 seconds.
 EM0301
 EM0301.The orthometric height was determined by differential leveling
 EM0301.and adjusted by the National Geodetic Survey in 1992..
 EM0301.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EM0301.rate of 2.1 thru 3.0 mm/km.
 EM0301
 EM0301.The geoid height was determined by GEOID03.
 EM0301
 EM0301.The dynamic height is computed by dividing the NAVD 88
 EM0301.geopotential number by the normal gravity value computed on the
 EM0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0301.degrees latitude (g = 980.6199 gals.).
 EM0301
 EM0301.The modeled gravity was interpolated from observed gravity values.
 EM0301
 EM0301;                    North         East    Units  Estimated Accuracy
 EM0301;SPC TXNC     - 2,271,050.      545,000.      MT  (+/- 180 meters Scaled)
 EM0301
 EM0301                          SUPERSEDED SURVEY CONTROL
 EM0301
 EM0301  NGVD 29 (??/??/92)  385.786  (m)         1265.70   (f) ADJ UNCH    1 2
 EM0301
 EM0301.Superseded values are not recommended for survey control.
 EM0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0301.See file dsdata.txt to determine how the superseded data were derived.
 EM0301
 EM0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC911742(NAD 83)
 EM0301_MARKER: Z = SEE DESCRIPTION
 EM0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0301_SP_SET: MILEPOST
 EM0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0301
 EM0301  HISTORY     - Date     Condition        Report By
 EM0301  HISTORY     - UNK      MONUMENTED       BNRR
 EM0301  HISTORY     - 1957     GOOD             NGS
 EM0301
 EM0301                          STATION DESCRIPTION
 EM0301
 EM0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0301'2.9 MI SE FROM OKLAUNION.
 EM0301'2.9 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0301'OKLAUNION, WILBARGER COUNTY, AND ON THE TOP OF MILEPOST 152.  THE FLAT
 EM0301'TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0084 ***********************************************************************
 BY0084  DESIGNATION -  152 GCSFRR
 BY0084  PID         -  BY0084
 BY0084  STATE/COUNTY-  TX/SHELBY
 BY0084  USGS QUAD   -  TENAHA WEST (1984)
 BY0084
 BY0084                         *CURRENT SURVEY CONTROL
 BY0084  ___________________________________________________________________
 BY0084* NAD 83(1986)-  31 56 51.     (N)    094 15 17.     (W)     SCALED    
 BY0084* NAVD 88     -       106.883  (meters)     350.67   (feet)  ADJUSTED  
 BY0084  ___________________________________________________________________
 BY0084  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BY0084  DYNAMIC HT  -         106.756 (meters)     350.25  (feet)  COMP
 BY0084  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 BY0084
 BY0084  VERT ORDER  -  FIRST     CLASS II
 BY0084
 BY0084.The horizontal coordinates were scaled from a topographic map and have
 BY0084.an estimated accuracy of +/- 6 seconds.
 BY0084
 BY0084.The orthometric height was determined by differential leveling
 BY0084.and adjusted by the National Geodetic Survey in June 1991..
 BY0084
 BY0084.The geoid height was determined by GEOID03.
 BY0084
 BY0084.The dynamic height is computed by dividing the NAVD 88
 BY0084.geopotential number by the normal gravity value computed on the
 BY0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0084.degrees latitude (g = 980.6199 gals.).
 BY0084
 BY0084.The modeled gravity was interpolated from observed gravity values.
 BY0084
 BY0084;                    North         East    Units  Estimated Accuracy
 BY0084;SPC TX C     - 3,268,550.    1,274,440.      MT  (+/- 180 meters Scaled)
 BY0084
 BY0084                          SUPERSEDED SURVEY CONTROL
 BY0084
 BY0084  NGVD 29 (??/??/92)  106.914  (m)          350.77   (f) ADJ UNCH    1 2
 BY0084
 BY0084.Superseded values are not recommended for survey control.
 BY0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0084.See file dsdata.txt to determine how the superseded data were derived.
 BY0084
 BY0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR814353(NAD 83)
 BY0084_MARKER: Z = SEE DESCRIPTION
 BY0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0084_SP_SET: RAIL
 BY0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0084
 BY0084  HISTORY     - Date     Condition        Report By
 BY0084  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0084  HISTORY     - 1952     GOOD             NGS
 BY0084
 BY0084                          STATION DESCRIPTION
 BY0084
 BY0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0084'0.5 MI NW FROM TENAHA.
 BY0084'0.5 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BY0084'THE STATION AT TENAHA, 52 FEET NORTHEAST OF MILEPOST 152, 21 FEET
 BY0084'NORTHEAST OF A SWITCH STAND, 8 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 BY0084'THE MAIN TRACK, THE TOP OF A VERTICAL SECTION OF RAIL WHICH PROJECTS
 BY0084'2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0793 ***********************************************************************
 CT0793  DESIGNATION -  1526.6
 CT0793  PID         -  CT0793
 CT0793  STATE/COUNTY-  TX/JONES
 CT0793  USGS QUAD   -  LUEDERS NW (1965)
 CT0793
 CT0793                         *CURRENT SURVEY CONTROL
 CT0793  ___________________________________________________________________
 CT0793* NAD 83(1986)-  32 52 49.     (N)    099 43 48.     (W)     SCALED    
 CT0793* NAVD 88     -       465.429  (meters)    1526.99   (feet)  ADJUSTED  
 CT0793  ___________________________________________________________________
 CT0793  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CT0793  DYNAMIC HT  -         464.838 (meters)    1525.06  (feet)  COMP
 CT0793  MODELED GRAV-     979,353.8   (mgal)                       NAVD 88
 CT0793
 CT0793  VERT ORDER  -  SECOND    CLASS 0
 CT0793
 CT0793.The horizontal coordinates were scaled from a topographic map and have
 CT0793.an estimated accuracy of +/- 6 seconds.
 CT0793
 CT0793.The orthometric height was determined by differential leveling
 CT0793.and adjusted by the National Geodetic Survey in June 1991..
 CT0793
 CT0793.The geoid height was determined by GEOID03.
 CT0793
 CT0793.The dynamic height is computed by dividing the NAVD 88
 CT0793.geopotential number by the normal gravity value computed on the
 CT0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0793.degrees latitude (g = 980.6199 gals.).
 CT0793
 CT0793.The modeled gravity was interpolated from observed gravity values.
 CT0793
 CT0793;                    North         East    Units  Estimated Accuracy
 CT0793;SPC TXNC     - 2,135,250.      484,910.      MT  (+/- 180 meters Scaled)
 CT0793
 CT0793                          SUPERSEDED SURVEY CONTROL
 CT0793
 CT0793  NGVD 29 (??/??/92)  465.279  (m)         1526.50   (f) ADJ UNCH    2 0
 CT0793
 CT0793.Superseded values are not recommended for survey control.
 CT0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0793.See file dsdata.txt to determine how the superseded data were derived.
 CT0793
 CT0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB317382(NAD 83)
 CT0793_MARKER: DD = SURVEY DISK
 CT0793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0793_SP_SET: ABUTMENT
 CT0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0793
 CT0793  HISTORY     - Date     Condition        Report By
 CT0793  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0793  HISTORY     - 1965     GOOD             USGS
 CT0793
 CT0793                          STATION DESCRIPTION
 CT0793
 CT0793'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CT0793'5.8 MI SE FROM STAMFORD.
 CT0793'5.8 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0793'FROM STAMFORD, JONES COUNTY, AT THE BRIDGE OVER CALIFORNIA CREEK, IN
 CT0793'THE TOP OF THE NORTH SIDE OF THE WEST ABUTMENT, 15 FEET NORTH OF THE
 CT0793'CENTER LINE OF THE TRACK, ANDD ABOUT 8 FEET LOWER THAN THE TRACK.  A
 CT0793'MISSOURI-KANSAS-TEXAS RAILROAD STANDARD DISK.  NOTE-- THE BENCH MARK
 CT0793'IS IN THE UPPER WEST CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0511 ***********************************************************************
 CA0511  DESIGNATION -  1527.2
 CA0511  PID         -  CA0511
 CA0511  STATE/COUNTY-  TX/MCCULLOCH
 CA0511  USGS QUAD   -  PLACID (1979)
 CA0511
 CA0511                         *CURRENT SURVEY CONTROL
 CA0511  ___________________________________________________________________
 CA0511* NAD 83(1986)-  31 22 26.     (N)    099 11 13.     (W)     SCALED    
 CA0511* NAVD 88     -       465.71   (+/-2cm)    1527.9    (feet)  VERTCON   
 CA0511  ___________________________________________________________________
 CA0511  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CA0511
 CA0511  VERT ORDER  -  ? (See Below)
 CA0511
 CA0511.The horizontal coordinates were scaled from a topographic map and have
 CA0511.an estimated accuracy of +/- 6 seconds.
 CA0511
 CA0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0511.The vertical order pertains to the NGVD 29 superseded value.
 CA0511
 CA0511.The geoid height was determined by GEOID03.
 CA0511
 CA0511;                    North         East    Units  Estimated Accuracy
 CA0511;SPC TX C     - 3,189,820.      809,040.      MT  (+/- 180 meters Scaled)
 CA0511
 CA0511                          SUPERSEDED SURVEY CONTROL
 CA0511
 CA0511  NGVD 29 (??/??/92)  465.587  (m)         1527.51   (f) ADJ UNCH    ?  
 CA0511
 CA0511.Superseded values are not recommended for survey control.
 CA0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0511.See file dsdata.txt to determine how the superseded data were derived.
 CA0511
 CA0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV822710(NAD 83)
 CA0511_MARKER: N = NAIL
 CA0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0511_SP_SET: OAK TREE
 CA0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0511
 CA0511  HISTORY     - Date     Condition        Report By
 CA0511  HISTORY     - UNK      MONUMENTED       USGS
 CA0511  HISTORY     - 1931     GOOD             NGS
 CA0511  HISTORY     - 1935     POOR             NGS
 CA0511
 CA0511                          STATION DESCRIPTION
 CA0511
 CA0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0511'3.3 MI S FROM MERCURY.
 CA0511'3.3 MILES SOUTH ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY (NOW
 CA0511'PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM MERCURY,
 CA0511'MCCULLOCH COUNTY, ON THE ROAD LEADING TO BRADY, 200 FEET NORTH OF A
 CA0511'ROAD JUNCTION, AND IN THE ROOT OF A 20-INCH LIVE OAK TREE MARKED
 CA0511'1527.2.  A U. S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 CA0511'NOTE-- IT WAS REPORTED IN FEBRUARY 1935 THAT THE HOLE IN THE ROOT OF
 CA0511'THE TREE, IN WHICH THIS NAIL IS SET, HAS GROWN HALFWAY BACK OVER THE
 CA0511'NAIL.  IN ORDER TO GET A ROD ON THIS MARK, IT WILL BE NECESSARY TO CUT
 CA0511'AWAY SOME OF THE ROOT.
 CA0511
 CA0511                          STATION RECOVERY (1935)
 CA0511
 CA0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0511'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0085 ***********************************************************************
 BY0085  DESIGNATION -  153
 BY0085  PID         -  BY0085
 BY0085  STATE/COUNTY-  TX/SHELBY
 BY0085  USGS QUAD   -  TENAHA WEST (1984)
 BY0085
 BY0085                         *CURRENT SURVEY CONTROL
 BY0085  ___________________________________________________________________
 BY0085* NAD 83(1986)-  31 57 29.     (N)    094 15 52.     (W)     SCALED    
 BY0085* NAVD 88     -       107.08   (+/-2cm)     351.3    (feet)  VERTCON   
 BY0085  ___________________________________________________________________
 BY0085  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BY0085
 BY0085  VERT ORDER  -  ? (See Below)
 BY0085
 BY0085.The horizontal coordinates were scaled from a topographic map and have
 BY0085.an estimated accuracy of +/- 6 seconds.
 BY0085
 BY0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0085.The vertical order pertains to the NGVD 29 superseded value.
 BY0085
 BY0085.The geoid height was determined by GEOID03.
 BY0085
 BY0085;                    North         East    Units  Estimated Accuracy
 BY0085;SPC TX C     - 3,269,670.    1,273,460.      MT  (+/- 180 meters Scaled)
 BY0085
 BY0085                          SUPERSEDED SURVEY CONTROL
 BY0085
 BY0085  NGVD 29 (??/??/92)  107.115  (m)          351.43   (f) ADJ UNCH    ?  
 BY0085
 BY0085.Superseded values are not recommended for survey control.
 BY0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0085.See file dsdata.txt to determine how the superseded data were derived.
 BY0085
 BY0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR805364(NAD 83)
 BY0085_MARKER: Z = SEE DESCRIPTION
 BY0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0085_SP_SET: RAIL
 BY0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0085
 BY0085  HISTORY     - Date     Condition        Report By
 BY0085  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0085  HISTORY     - 1934     GOOD             NGS
 BY0085
 BY0085                          STATION DESCRIPTION
 BY0085
 BY0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BY0085'1.4 MI W FROM TENAHA.
 BY0085'1.4 MI WEST OF ALONG THE G.C. AND S.F.RY., AT MILEPOST 153.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0779 ***********************************************************************
 AW0779  DESIGNATION -  153 USGS
 AW0779  PID         -  AW0779
 AW0779  STATE/COUNTY-  TX/CHAMBERS
 AW0779  USGS QUAD   -  COVE (1993)
 AW0779
 AW0779                         *CURRENT SURVEY CONTROL
 AW0779  ___________________________________________________________________
 AW0779* NAD 83(1986)-  29 50 47.     (N)    094 48 35.     (W)     SCALED    
 AW0779* NAVD 88     -        10.64   (+/-2cm)      34.9    (feet)  VERTCON   
 AW0779  ___________________________________________________________________
 AW0779  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW0779
 AW0779  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0779
 AW0779.The horizontal coordinates were scaled from a topographic map and have
 AW0779.an estimated accuracy of +/- 6 seconds.
 AW0779
 AW0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0779.The vertical order pertains to the NGVD 29 superseded value.
 AW0779
 AW0779.The geoid height was determined by GEOID03.
 AW0779
 AW0779;                    North         East    Units  Estimated Accuracy
 AW0779;SPC TXSC     - 4,230,360.    1,004,800.      MT  (+/- 180 meters Scaled)
 AW0779
 AW0779                          SUPERSEDED SURVEY CONTROL
 AW0779
 AW0779  NGVD 29 (??/??/92)   10.64   (m)           34.9    (f) COMPUTED    1 2
 AW0779
 AW0779.Superseded values are not recommended for survey control.
 AW0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0779.See file dsdata.txt to determine how the superseded data were derived.
 AW0779
 AW0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP251031(NAD 83)
 AW0779_MARKER: Z = SEE DESCRIPTION
 AW0779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0779_SP_SET: WELL CASING
 AW0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0779
 AW0779  HISTORY     - Date     Condition        Report By
 AW0779  HISTORY     - UNK      MONUMENTED       USGS
 AW0779  HISTORY     - 1964     GOOD             NGS
 AW0779  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0779  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW0779  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW0779  HISTORY     - 20031231 MARK NOT FOUND   USPSQD
 AW0779  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW0779
 AW0779                          STATION DESCRIPTION
 AW0779
 AW0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0779'1.35 MI NW FROM COVE.
 AW0779'ABOUT 1.35 MILES NORTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE
 AW0779'HIGHWAY 10 OVERPASS AT COVE, ABOUT 0.1 MILE NORTHWEST OF A CURVE IN
 AW0779'THE FARM ROAD, ABOUT 170 FEET SOUTHWEST OF A HOUSE WITH BRICK FACING,
 AW0779'130 FEET SOUTH OF THE SOUTH CORNER OF A SMALL HOUSE, 17 1/2 FEET SOUTH
 AW0779'OF A FENCE, 15 FEET SOUTHEAST OF A 16-INCH ELM TREE, A CHISELED HIGH
 AW0779'POINT ON THE TOP OF THE SOUTHWEST EDGE OF A 4-INCH WELL CASING WHICH
 AW0779'PROJECTS 3 1/2 FEET.
 AW0779
 AW0779                          STATION RECOVERY (1978)
 AW0779
 AW0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0779'NOT RECOVERED.
 AW0779
 AW0779                          STATION RECOVERY (1996)
 AW0779
 AW0779'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0779'MARK NOT FOUND.
 AW0779
 AW0779                          STATION RECOVERY (2001)
 AW0779
 AW0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0779'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0779
 AW0779                          STATION RECOVERY (2003)
 AW0779
 AW0779'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0779'MARK NOT FOUND.
 AW0779
 AW0779                          STATION RECOVERY (2005)
 AW0779
 AW0779'RECOVERY NOTE BY US POWER SQUADRON 2005 (BT)
 AW0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0176 ***********************************************************************
 BN0176  DESIGNATION -  1530 S A
 BN0176  PID         -  BN0176
 BN0176  STATE/COUNTY-  TX/SAN SABA
 BN0176  USGS QUAD   -  CHEROKEE (1956)
 BN0176
 BN0176                         *CURRENT SURVEY CONTROL
 BN0176  ___________________________________________________________________
 BN0176* NAD 83(1986)-  30 58 44.     (N)    098 42 29.     (W)     SCALED    
 BN0176* NAVD 88     -       464.317  (meters)    1523.35   (feet)  ADJUSTED  
 BN0176  ___________________________________________________________________
 BN0176  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BN0176  DYNAMIC HT  -         463.702 (meters)    1521.33  (feet)  COMP
 BN0176  MODELED GRAV-     979,300.4   (mgal)                       NAVD 88
 BN0176
 BN0176  VERT ORDER  -  SECOND    CLASS 0
 BN0176
 BN0176.The horizontal coordinates were scaled from a topographic map and have
 BN0176.an estimated accuracy of +/- 6 seconds.
 BN0176
 BN0176.The orthometric height was determined by differential leveling
 BN0176.and adjusted by the National Geodetic Survey in June 1991..
 BN0176
 BN0176.The geoid height was determined by GEOID03.
 BN0176
 BN0176.The dynamic height is computed by dividing the NAVD 88
 BN0176.geopotential number by the normal gravity value computed on the
 BN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0176.degrees latitude (g = 980.6199 gals.).
 BN0176
 BN0176.The modeled gravity was interpolated from observed gravity values.
 BN0176
 BN0176;                    North         East    Units  Estimated Accuracy
 BN0176;SPC TX C     - 3,146,600.      855,230.      MT  (+/- 180 meters Scaled)
 BN0176
 BN0176                          SUPERSEDED SURVEY CONTROL
 BN0176
 BN0176  NGVD 29 (??/??/92)  464.260  (m)         1523.16   (f) ADJ UNCH    2 0
 BN0176
 BN0176.Superseded values are not recommended for survey control.
 BN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0176.See file dsdata.txt to determine how the superseded data were derived.
 BN0176
 BN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV278272(NAD 83)
 BN0176_MARKER: Z = SEE DESCRIPTION
 BN0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0176_SP_SET: SANDSTONE TRIMMING
 BN0176_STAMPING: 1530 S.A.
 BN0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0176
 BN0176  HISTORY     - Date     Condition        Report By
 BN0176  HISTORY     - UNK      MONUMENTED       USGS
 BN0176  HISTORY     - 1935     GOOD             NGS
 BN0176
 BN0176                          STATION DESCRIPTION
 BN0176
 BN0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BN0176'IN CHEROKEE.
 BN0176'AT THE WEST TEXAS NORMAL AND BUSINESS COLLEGE, IN A SANDSTONE TRIMMING
 BN0176'AT THE N.W. CORNER OF THE WEST WING OF THE BUILDING.  6 INCHES ABOVE
 BN0176'WATER TABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0919 ***********************************************************************
 AY0919  DESIGNATION -  1535 USGS
 AY0919  PID         -  AY0919
 AY0919  STATE/COUNTY-  TX/KENDALL
 AY0919  USGS QUAD   -  RANGER CREEK (1982)
 AY0919
 AY0919                         *CURRENT SURVEY CONTROL
 AY0919  ___________________________________________________________________
 AY0919* NAD 83(1986)-  29 52 30.     (N)    098 46 19.     (W)     SCALED    
 AY0919* NAVD 88     -       465.672  (meters)    1527.79   (feet)  POSTED    
 AY0919  ___________________________________________________________________
 AY0919  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AY0919  DYNAMIC HT  -         465.000 (meters)    1525.59  (feet)  COMP
 AY0919  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 AY0919
 AY0919  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0919
 AY0919.The horizontal coordinates were scaled from a topographic map and have
 AY0919.an estimated accuracy of +/- 6 seconds.
 AY0919
 AY0919.The orthometric height was determined by differential leveling
 AY0919.and adjusted by the National Geodetic Survey in 1992..
 AY0919.No vertical observational check was made to the station.
 AY0919.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0919.was located on a no-check spur therefore a value was not computed.
 AY0919
 AY0919.The geoid height was determined by GEOID03.
 AY0919
 AY0919.The dynamic height is computed by dividing the NAVD 88
 AY0919.geopotential number by the normal gravity value computed on the
 AY0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0919.degrees latitude (g = 980.6199 gals.).
 AY0919
 AY0919.The modeled gravity was interpolated from observed gravity values.
 AY0919
 AY0919;                    North         East    Units  Estimated Accuracy
 AY0919;SPC TXSC     - 4,226,300.      622,030.      MT  (+/- 180 meters Scaled)
 AY0919
 AY0919                          SUPERSEDED SURVEY CONTROL
 AY0919
 AY0919  NGVD 29 (??/??/92)  465.574  (m)         1527.47   (f) ADJ UNCH    1 2
 AY0919
 AY0919.Superseded values are not recommended for survey control.
 AY0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0919.See file dsdata.txt to determine how the superseded data were derived.
 AY0919
 AY0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU220049(NAD 83)
 AY0919_MARKER: B = BOLT
 AY0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0919_SP_SET: CULVERT
 AY0919_STAMPING: 1535 FT USGS BM
 AY0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0919
 AY0919  HISTORY     - Date     Condition        Report By
 AY0919  HISTORY     - UNK      MONUMENTED       USGS
 AY0919  HISTORY     - 1953     GOOD             NGS
 AY0919  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0919
 AY0919                          STATION DESCRIPTION
 AY0919
 AY0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0919'6.9 MI NW FROM BOERNE.
 AY0919'6.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0919'STATION AT BOERNE, 0.3 MILE NORTHWEST OF MILEPOST 276, 69 YARDS NORTH
 AY0919'OF THE NORTH END OF A CUT, 37 FEET WEST OF THE WEST RAIL, 6 FEET BELOW
 AY0919'THE TOP OF THE RAILS, SET IN THE TOP OF THE CENTER OF THE WEST
 AY0919'HEADWALL OF A STONE ARCH CULVERT.
 AY0919
 AY0919                          STATION RECOVERY (1982)
 AY0919
 AY0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0919'NOT RECOVERED, RAILROAD ABANDONED, LOCKED GATES, NOT SEARCHED FOR,
 AY0919'INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0087 ***********************************************************************
 BY0087  DESIGNATION -  154
 BY0087  PID         -  BY0087
 BY0087  STATE/COUNTY-  TX/SHELBY
 BY0087  USGS QUAD   -  TENAHA WEST (1984)
 BY0087
 BY0087                         *CURRENT SURVEY CONTROL
 BY0087  ___________________________________________________________________
 BY0087* NAD 83(1986)-  31 57 49.     (N)    094 16 49.     (W)     SCALED    
 BY0087* NAVD 88     -       106.184  (meters)     348.37   (feet)  ADJUSTED  
 BY0087  ___________________________________________________________________
 BY0087  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BY0087  DYNAMIC HT  -         106.058 (meters)     347.96  (feet)  COMP
 BY0087  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 BY0087
 BY0087  VERT ORDER  -  SECOND    CLASS 0
 BY0087
 BY0087.The horizontal coordinates were scaled from a topographic map and have
 BY0087.an estimated accuracy of +/- 6 seconds.
 BY0087
 BY0087.The orthometric height was determined by differential leveling
 BY0087.and adjusted by the National Geodetic Survey in June 1991..
 BY0087
 BY0087.The geoid height was determined by GEOID03.
 BY0087
 BY0087.The dynamic height is computed by dividing the NAVD 88
 BY0087.geopotential number by the normal gravity value computed on the
 BY0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0087.degrees latitude (g = 980.6199 gals.).
 BY0087
 BY0087.The modeled gravity was interpolated from observed gravity values.
 BY0087
 BY0087;                    North         East    Units  Estimated Accuracy
 BY0087;SPC TX C     - 3,270,210.    1,271,930.      MT  (+/- 180 meters Scaled)
 BY0087
 BY0087                          SUPERSEDED SURVEY CONTROL
 BY0087
 BY0087  NGVD 29 (??/??/92)  106.213  (m)          348.47   (f) ADJ UNCH    2 0
 BY0087
 BY0087.Superseded values are not recommended for survey control.
 BY0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0087.See file dsdata.txt to determine how the superseded data were derived.
 BY0087
 BY0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR790371(NAD 83)
 BY0087_MARKER: Z = SEE DESCRIPTION
 BY0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0087_SP_SET: RAIL
 BY0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0087
 BY0087  HISTORY     - Date     Condition        Report By
 BY0087  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0087  HISTORY     - 1934     GOOD             NGS
 BY0087
 BY0087                          STATION DESCRIPTION
 BY0087
 BY0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BY0087'2.3 MI NW FROM TENAHA.
 BY0087'2.3 MI NW OF AND ALONG THE S F R R 56 YARDS W OF MILE POST 154.  10
 BY0087'FEET N OF CENTER OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0135 ***********************************************************************
 EN0135  DESIGNATION -  1545+00
 EN0135  PID         -  EN0135
 EN0135  STATE/COUNTY-  TX/HALL
 EN0135  USGS QUAD   -  TURKEY (1981)
 EN0135
 EN0135                         *CURRENT SURVEY CONTROL
 EN0135  ___________________________________________________________________
 EN0135* NAD 83(1986)-  34 25 40.     (N)    100 52 49.     (W)     SCALED    
 EN0135* NAVD 88     -       701.775  (meters)    2302.41   (feet)  ADJUSTED  
 EN0135  ___________________________________________________________________
 EN0135  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EN0135  DYNAMIC HT  -         700.947 (meters)    2299.69  (feet)  COMP
 EN0135  MODELED GRAV-     979,433.1   (mgal)                       NAVD 88
 EN0135
 EN0135  VERT ORDER  -  FIRST     CLASS II
 EN0135
 EN0135.The horizontal coordinates were scaled from a topographic map and have
 EN0135.an estimated accuracy of +/- 6 seconds.
 EN0135
 EN0135.The orthometric height was determined by differential leveling
 EN0135.and adjusted by the National Geodetic Survey in June 1991..
 EN0135
 EN0135.The geoid height was determined by GEOID03.
 EN0135
 EN0135.The dynamic height is computed by dividing the NAVD 88
 EN0135.geopotential number by the normal gravity value computed on the
 EN0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0135.degrees latitude (g = 980.6199 gals.).
 EN0135
 EN0135.The modeled gravity was interpolated from observed gravity values.
 EN0135
 EN0135;                    North         East    Units  Estimated Accuracy
 EN0135;SPC TX N     - 1,047,640.      256,970.      MT  (+/- 180 meters Scaled)
 EN0135
 EN0135                          SUPERSEDED SURVEY CONTROL
 EN0135
 EN0135  NGVD 29 (??/??/92)  701.472  (m)         2301.41   (f) ADJ UNCH    1 2
 EN0135
 EN0135.Superseded values are not recommended for survey control.
 EN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0135.See file dsdata.txt to determine how the superseded data were derived.
 EN0135
 EN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD272111(NAD 83)
 EN0135_MARKER: Z = SEE DESCRIPTION
 EN0135_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0135_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0135
 EN0135  HISTORY     - Date     Condition        Report By
 EN0135  HISTORY     - UNK      MONUMENTED       BNRR
 EN0135  HISTORY     - 1933     GOOD             NGS
 EN0135  HISTORY     - 1934     GOOD             NGS
 EN0135
 EN0135                          STATION DESCRIPTION
 EN0135
 EN0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0135'2.6 MI NE FROM TURKEY.
 EN0135'2.6 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0135'THE STATION AT TURKEY, HALL COUNTY, AT STATION 1545+00 (MILEAGE
 EN0135'266.30), ABOUT 150 FEET EAST OF WOODEN TRESTLE P 266.34, ABOUT 14
 EN0135'YARDS SOUTHEAST OF THE TRACK, AND ABOUT 10 YARDS NORTHWEST OF THE
 EN0135'RIGHT-OF-WAY FENCE.  THE TOP OF A CONCRETE-FILLED PIPE PROJICTING
 EN0135'ABOUT 8 INCHES ABOVE GROUND.
 EN0135
 EN0135                          STATION RECOVERY (1934)
 EN0135
 EN0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0088 ***********************************************************************
 BY0088  DESIGNATION -  155
 BY0088  PID         -  BY0088
 BY0088  STATE/COUNTY-  TX/SHELBY
 BY0088  USGS QUAD   -  TENAHA WEST (1984)
 BY0088
 BY0088                         *CURRENT SURVEY CONTROL
 BY0088  ___________________________________________________________________
 BY0088* NAD 83(1986)-  31 57 57.     (N)    094 17 46.     (W)     SCALED    
 BY0088* NAVD 88     -       112.05   (+/-2cm)     367.6    (feet)  VERTCON   
 BY0088  ___________________________________________________________________
 BY0088  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BY0088
 BY0088  VERT ORDER  -  ? (See Below)
 BY0088
 BY0088.The horizontal coordinates were scaled from a topographic map and have
 BY0088.an estimated accuracy of +/- 6 seconds.
 BY0088
 BY0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0088.The vertical order pertains to the NGVD 29 superseded value.
 BY0088
 BY0088.The geoid height was determined by GEOID03.
 BY0088
 BY0088;                    North         East    Units  Estimated Accuracy
 BY0088;SPC TX C     - 3,270,370.    1,270,420.      MT  (+/- 180 meters Scaled)
 BY0088
 BY0088                          SUPERSEDED SURVEY CONTROL
 BY0088
 BY0088  NGVD 29 (??/??/92)  112.078  (m)          367.71   (f) ADJ UNCH    ?  
 BY0088
 BY0088.Superseded values are not recommended for survey control.
 BY0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0088.See file dsdata.txt to determine how the superseded data were derived.
 BY0088
 BY0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR775373(NAD 83)
 BY0088_MARKER: Z = SEE DESCRIPTION
 BY0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0088_SP_SET: RAIL
 BY0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0088
 BY0088  HISTORY     - Date     Condition        Report By
 BY0088  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0088  HISTORY     - 1934     GOOD             NGS
 BY0088
 BY0088                          STATION DESCRIPTION
 BY0088
 BY0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BY0088'3.2 MI NW FROM TENAHA.
 BY0088'3.2 MILES NORTHWEST ALONG THE G.C. AND S.F. RY. AT MILEPOST 155.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0789 ***********************************************************************
 CT0789  DESIGNATION -  1553.7
 CT0789  PID         -  CT0789
 CT0789  STATE/COUNTY-  TX/JONES
 CT0789  USGS QUAD   -  LUEDERS WEST (1965)
 CT0789
 CT0789                         *CURRENT SURVEY CONTROL
 CT0789  ___________________________________________________________________
 CT0789* NAD 83(1986)-  32 48 52.     (N)    099 39 05.     (W)     SCALED    
 CT0789* NAVD 88     -       473.70   (+/-2cm)    1554.1    (feet)  VERTCON   
 CT0789  ___________________________________________________________________
 CT0789  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CT0789
 CT0789  VERT ORDER  -  ? (See Below)
 CT0789
 CT0789.The horizontal coordinates were scaled from a topographic map and have
 CT0789.an estimated accuracy of +/- 6 seconds.
 CT0789
 CT0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0789.The vertical order pertains to the NGVD 29 superseded value.
 CT0789
 CT0789.The geoid height was determined by GEOID03.
 CT0789
 CT0789;                    North         East    Units  Estimated Accuracy
 CT0789;SPC TXNC     - 2,127,870.      492,190.      MT  (+/- 180 meters Scaled)
 CT0789
 CT0789                          SUPERSEDED SURVEY CONTROL
 CT0789
 CT0789  NGVD 29 (??/??/92)  473.559  (m)         1553.67   (f) ADJ UNCH    ?  
 CT0789
 CT0789.Superseded values are not recommended for survey control.
 CT0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0789.See file dsdata.txt to determine how the superseded data were derived.
 CT0789
 CT0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB390309(NAD 83)
 CT0789_MARKER: S = SPIKE
 CT0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0789_SP_SET: CULVERT
 CT0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0789
 CT0789  HISTORY     - Date     Condition        Report By
 CT0789  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0789  HISTORY     - 1957     GOOD             NGS
 CT0789
 CT0789                          STATION DESCRIPTION
 CT0789
 CT0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0789'1.8 MI NW FROM LUEDERS.
 CT0789'1.8 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0789'FROM LUEDERS, JONES COUNTY, 0.1 MILE WEST OF MILEPOST 214, AT A
 CT0789'CULVERT, AND IN THE TOP OF THE SOUTH SIDE.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0297 ***********************************************************************
 EM0297  DESIGNATION -  156
 EM0297  PID         -  EM0297
 EM0297  STATE/COUNTY-  TX/WILBARGER
 EM0297  USGS QUAD   -  OKLAUNION (1985)
 EM0297
 EM0297                         *CURRENT SURVEY CONTROL
 EM0297  ___________________________________________________________________
 EM0297* NAD 83(1986)-  34 07 58.     (N)    099 09 35.     (W)     SCALED    
 EM0297* NAVD 88     -       371.139  (meters)    1217.65   (feet)  ADJUSTED  
 EM0297  ___________________________________________________________________
 EM0297  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 EM0297  DYNAMIC HT  -         370.724 (meters)    1216.28  (feet)  COMP
 EM0297  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 EM0297
 EM0297  VERT ORDER  -  FIRST     CLASS II
 EM0297
 EM0297.The horizontal coordinates were scaled from a topographic map and have
 EM0297.an estimated accuracy of +/- 6 seconds.
 EM0297
 EM0297.The orthometric height was determined by differential leveling
 EM0297.and adjusted by the National Geodetic Survey in June 1991..
 EM0297
 EM0297.The geoid height was determined by GEOID03.
 EM0297
 EM0297.The dynamic height is computed by dividing the NAVD 88
 EM0297.geopotential number by the normal gravity value computed on the
 EM0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0297.degrees latitude (g = 980.6199 gals.).
 EM0297
 EM0297.The modeled gravity was interpolated from observed gravity values.
 EM0297
 EM0297;                    North         East    Units  Estimated Accuracy
 EM0297;SPC TXNC     - 2,273,680.      539,140.      MT  (+/- 180 meters Scaled)
 EM0297
 EM0297                          SUPERSEDED SURVEY CONTROL
 EM0297
 EM0297  NGVD 29 (??/??/92)  371.009  (m)         1217.22   (f) ADJ UNCH    1 2
 EM0297
 EM0297.Superseded values are not recommended for survey control.
 EM0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0297.See file dsdata.txt to determine how the superseded data were derived.
 EM0297
 EM0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC852768(NAD 83)
 EM0297_MARKER: Z = SEE DESCRIPTION
 EM0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0297_SP_SET: MILEPOST
 EM0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0297
 EM0297  HISTORY     - Date     Condition        Report By
 EM0297  HISTORY     - UNK      MONUMENTED       BNRR
 EM0297  HISTORY     - 1957     GOOD             NGS
 EM0297
 EM0297                          STATION DESCRIPTION
 EM0297
 EM0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0297'1.1 MI NW FROM OKLAUNION.
 EM0297'1.1 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0297'OKLAUNION, WILBARGER COUNTY, AND ON THE TOP OF MILEPOST 156.  THE FLAT
 EM0297'TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0742 ***********************************************************************
 AW0742  DESIGNATION -  156 USGS
 AW0742  PID         -  AW0742
 AW0742  STATE/COUNTY-  TX/CHAMBERS
 AW0742  USGS QUAD   -  COVE (1993)
 AW0742
 AW0742                         *CURRENT SURVEY CONTROL
 AW0742  ___________________________________________________________________
 AW0742* NAD 83(1986)-  29 52 01.     (N)    094 49 51.     (W)     SCALED    
 AW0742* NAVD 88     -        10.84   (+/-2cm)      35.6    (feet)  VERTCON   
 AW0742  ___________________________________________________________________
 AW0742  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW0742
 AW0742  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0742
 AW0742.The horizontal coordinates were scaled from a topographic map and have
 AW0742.an estimated accuracy of +/- 6 seconds.
 AW0742
 AW0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0742.The vertical order pertains to the NGVD 29 superseded value.
 AW0742
 AW0742.The geoid height was determined by GEOID03.
 AW0742
 AW0742;                    North         East    Units  Estimated Accuracy
 AW0742;SPC TXSC     - 4,232,560.    1,002,680.      MT  (+/- 180 meters Scaled)
 AW0742
 AW0742                          SUPERSEDED SURVEY CONTROL
 AW0742
 AW0742  NGVD 29 (??/??/92)   10.837  (m)           35.55   (f) ADJ UNCH    1 2
 AW0742
 AW0742.Superseded values are not recommended for survey control.
 AW0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0742.See file dsdata.txt to determine how the superseded data were derived.
 AW0742
 AW0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP231054(NAD 83)
 AW0742_MARKER: Z = SEE DESCRIPTION
 AW0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0742_SP_SET: WELL CASING
 AW0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0742
 AW0742  HISTORY     - Date     Condition        Report By
 AW0742  HISTORY     - UNK      MONUMENTED       USGS
 AW0742  HISTORY     - 1963     GOOD             NGS
 AW0742  HISTORY     - 1964     GOOD             NGS
 AW0742  HISTORY     - 1978     GOOD             NGS
 AW0742  HISTORY     - 19890426 MARK NOT FOUND   USPSQD
 AW0742  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0742  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW0742  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW0742
 AW0742                          STATION DESCRIPTION
 AW0742
 AW0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW0742'3.45 MI NW FROM COVE.
 AW0742'ABOUT 3.45 MILES NORTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE
 AW0742'HIGHWAY 10 OVERPASS AT COVE, ABOUT 0.1 MILE EAST OF THE JUNCTION OF
 AW0742'FARM ROAD 1409, ABOUT 105 YARDS EAST OF H 1183 1963, 106 FEET NORTH OF
 AW0742'THE CENTER LINE OF THE ROAD, 73 FEET EAST OF THE SOUTHEAST CORNER OF A
 AW0742'FARMHOUSE, 45 FEET WEST OF THE CENTER LINE OF A TRACK ROAD LEADING TO
 AW0742'A BARN, 21 FEET EAST OF A FENCE, A HIGH POINT CHISELED ON THE TOP OF
 AW0742'THE NORTH EDGE OF A 4-INCH WELL CASING AND PROJECTING 14 INCHES ABOVE
 AW0742'THE GROUND LEVEL.
 AW0742
 AW0742                          STATION RECOVERY (1964)
 AW0742
 AW0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0742'RECOVERED IN GOOD CONDITION.
 AW0742
 AW0742                          STATION RECOVERY (1978)
 AW0742
 AW0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0742'RECOVERED IN GOOD CONDITION.
 AW0742
 AW0742                          STATION RECOVERY (1989)
 AW0742
 AW0742'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW0742'MARK NOT FOUND.
 AW0742
 AW0742                          STATION RECOVERY (1990)
 AW0742
 AW0742'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW0742'MARK NOT FOUND.
 AW0742
 AW0742                          STATION RECOVERY (1996)
 AW0742
 AW0742'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0742'MARK NOT FOUND.
 AW0742
 AW0742                          STATION RECOVERY (2001)
 AW0742
 AW0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0742'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2136 ***********************************************************************
 BX2136  DESIGNATION -  156.76 GCSFRC
 BX2136  PID         -  BX2136
 BX2136  STATE/COUNTY-  TX/SABINE
 BX2136  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2136
 BX2136                         *CURRENT SURVEY CONTROL
 BX2136  ___________________________________________________________________
 BX2136* NAD 83(1986)-  31 11 03.     (N)    093 59 23.     (W)     SCALED    
 BX2136* NAVD 88     -        47.96   (+/-2cm)     157.3    (feet)  VERTCON   
 BX2136  ___________________________________________________________________
 BX2136  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BX2136
 BX2136  VERT ORDER  -  ? (See Below)
 BX2136
 BX2136.The horizontal coordinates were scaled from a topographic map and have
 BX2136.an estimated accuracy of +/- 6 seconds.
 BX2136
 BX2136.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2136.The vertical order pertains to the NGVD 29 superseded value.
 BX2136
 BX2136.The geoid height was determined by GEOID03.
 BX2136
 BX2136;                    North         East    Units  Estimated Accuracy
 BX2136;SPC TX C     - 3,185,460.    1,304,280.      MT  (+/- 180 meters Scaled)
 BX2136
 BX2136                          SUPERSEDED SURVEY CONTROL
 BX2136
 BX2136  NGVD 29 (??/??/??)   47.970  (m)          157.38   (f) ADJUSTED    ?  
 BX2136
 BX2136.Superseded values are not recommended for survey control.
 BX2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2136.See file dsdata.txt to determine how the superseded data were derived.
 BX2136
 BX2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ056504(NAD 83)
 BX2136_MARKER: Z = SEE DESCRIPTION
 BX2136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2136_SP_SET: RAIL
 BX2136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2136
 BX2136  HISTORY     - Date     Condition        Report By
 BX2136  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2136  HISTORY     - 1932     GOOD             CGS
 BX2136  HISTORY     - 1934     GOOD             CGS
 BX2136
 BX2136                          STATION DESCRIPTION
 BX2136
 BX2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX2136'2.25 MI N FROM BROOKELAND.
 BX2136'2.25 MILES NORTH OF THE STATION AT BROOKELAND ON THE G.C. AND
 BX2136'S.F.R.R., VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION
 BX2136'156.76 FEET, 30 FEET WEST OF THE TRACK, 3 FEET WEST OF MILE POLE NO.
 BX2136'93, 50 FEET SOUTHWEST OF MILE RAIL NO. 93.
 BX2136
 BX2136                          STATION RECOVERY (1934)
 BX2136
 BX2136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BX2136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0372 ***********************************************************************
 EM0372  DESIGNATION -  1569.8
 EM0372  PID         -  EM0372
 EM0372  STATE/COUNTY-  TX/HARDEMAN
 EM0372  USGS QUAD   -  QUANAH EAST (1984)
 EM0372
 EM0372                         *CURRENT SURVEY CONTROL
 EM0372  ___________________________________________________________________
 EM0372* NAD 83(1986)-  34 18 01.     (N)    099 44 27.     (W)     SCALED    
 EM0372* NAVD 88     -       478.668  (meters)    1570.43   (feet)  ADJUSTED  
 EM0372  ___________________________________________________________________
 EM0372  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EM0372  DYNAMIC HT  -         478.128 (meters)    1568.66  (feet)  COMP
 EM0372  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 EM0372
 EM0372  VERT ORDER  -  FIRST     CLASS II
 EM0372
 EM0372.The horizontal coordinates were scaled from a topographic map and have
 EM0372.an estimated accuracy of +/- 6 seconds.
 EM0372
 EM0372.The orthometric height was determined by differential leveling
 EM0372.and adjusted by the National Geodetic Survey in June 1991..
 EM0372.WARNING-Repeat measurements at this control monument indicate possible
 EM0372.vertical movement.
 EM0372
 EM0372.The geoid height was determined by GEOID03.
 EM0372
 EM0372.The dynamic height is computed by dividing the NAVD 88
 EM0372.geopotential number by the normal gravity value computed on the
 EM0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0372.degrees latitude (g = 980.6199 gals.).
 EM0372
 EM0372.The modeled gravity was interpolated from observed gravity values.
 EM0372
 EM0372;                    North         East    Units  Estimated Accuracy
 EM0372;SPC TXNC     - 2,292,740.      485,760.      MT  (+/- 180 meters Scaled)
 EM0372
 EM0372                          SUPERSEDED SURVEY CONTROL
 EM0372
 EM0372  NGVD 29 (??/??/92)  478.472  (m)         1569.79   (f) ADJ UNCH    1 2
 EM0372
 EM0372.Superseded values are not recommended for survey control.
 EM0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0372.See file dsdata.txt to determine how the superseded data were derived.
 EM0372
 EM0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC318956(NAD 83)
 EM0372_MARKER: Q = CHISELED SQUARE
 EM0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0372_SP_SET: BUILDING
 EM0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0372
 EM0372  HISTORY     - Date     Condition        Report By
 EM0372  HISTORY     - UNK      MONUMENTED       CGS
 EM0372  HISTORY     - 1933     GOOD             NGS
 EM0372  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0372
 EM0372                          STATION DESCRIPTION
 EM0372
 EM0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0372'IN QUANAH.
 EM0372'AT QUANAH ON THE NORTHEAST CORNER OF THE CONCRETE ENTRANCE TO SOUTH
 EM0372'DOOR WAITING ROOM AT QUANAH STATION.
 EM0372
 EM0372                          STATION RECOVERY (1958)
 EM0372
 EM0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0091 ***********************************************************************
 BY0091  DESIGNATION -  157
 BY0091  PID         -  BY0091
 BY0091  STATE/COUNTY-  TX/PANOLA
 BY0091  USGS QUAD   -  TENAHA WEST (1984)
 BY0091
 BY0091                         *CURRENT SURVEY CONTROL
 BY0091  ___________________________________________________________________
 BY0091* NAD 83(1986)-  31 58 52.     (N)    094 19 13.     (W)     SCALED    
 BY0091* NAVD 88     -       101.66   (+/-2cm)     333.5    (feet)  VERTCON   
 BY0091  ___________________________________________________________________
 BY0091  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY0091
 BY0091  VERT ORDER  -  ? (See Below)
 BY0091
 BY0091.The horizontal coordinates were scaled from a topographic map and have
 BY0091.an estimated accuracy of +/- 6 seconds.
 BY0091
 BY0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0091.The vertical order pertains to the NGVD 29 superseded value.
 BY0091
 BY0091.The geoid height was determined by GEOID03.
 BY0091
 BY0091;                    North         East    Units  Estimated Accuracy
 BY0091;SPC TXNC     - 2,042,730.      994,950.      MT  (+/- 180 meters Scaled)
 BY0091
 BY0091                          SUPERSEDED SURVEY CONTROL
 BY0091
 BY0091  NGVD 29 (??/??/92)  101.688  (m)          333.62   (f) ADJ UNCH    ?  
 BY0091
 BY0091.Superseded values are not recommended for survey control.
 BY0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0091.See file dsdata.txt to determine how the superseded data were derived.
 BY0091
 BY0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR752391(NAD 83)
 BY0091_MARKER: Z = SEE DESCRIPTION
 BY0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0091_SP_SET: RAIL
 BY0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0091
 BY0091  HISTORY     - Date     Condition        Report By
 BY0091  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0091  HISTORY     - 1934     GOOD             NGS
 BY0091
 BY0091                          STATION DESCRIPTION
 BY0091
 BY0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BY0091'4.4 MI SE FROM GARY.
 BY0091'ABOUT 4.4 MILES SOUTHEAST ALONG THE G.C. AND S.F. RY. AT MILEPOST 157.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1030 ***********************************************************************
 BY1030  DESIGNATION -  157.177
 BY1030  PID         -  BY1030
 BY1030  STATE/COUNTY-  TX/NACOGDOCHES
 BY1030  USGS QUAD   -  PLATT (1980)
 BY1030
 BY1030                         *CURRENT SURVEY CONTROL
 BY1030  ___________________________________________________________________
 BY1030* NAD 83(1986)-  31 24 30.     (N)    094 31 01.     (W)     SCALED    
 BY1030* NAVD 88     -        47.80   (+/-2cm)     156.8    (feet)  VERTCON   
 BY1030  ___________________________________________________________________
 BY1030  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BY1030
 BY1030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1030
 BY1030.The horizontal coordinates were scaled from a topographic map and have
 BY1030.an estimated accuracy of +/- 6 seconds.
 BY1030
 BY1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1030.The vertical order pertains to the NGVD 29 superseded value.
 BY1030
 BY1030.The geoid height was determined by GEOID03.
 BY1030
 BY1030;                    North         East    Units  Estimated Accuracy
 BY1030;SPC TX C     - 3,207,530.    1,252,810.      MT  (+/- 180 meters Scaled)
 BY1030
 BY1030                          SUPERSEDED SURVEY CONTROL
 BY1030
 BY1030  NGVD 29 (??/??/92)   47.859  (m)          157.02   (f) ADJ UNCH    2 0
 BY1030
 BY1030.Superseded values are not recommended for survey control.
 BY1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1030.See file dsdata.txt to determine how the superseded data were derived.
 BY1030
 BY1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ557758(NAD 83)
 BY1030_MARKER: N = NAIL
 BY1030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1030_SP_SET: TREE
 BY1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1030
 BY1030  HISTORY     - Date     Condition        Report By
 BY1030  HISTORY     - UNK      MONUMENTED       USGS
 BY1030  HISTORY     - 1949     GOOD             NGS
 BY1030  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1030
 BY1030                          STATION DESCRIPTION
 BY1030
 BY1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1030'7.85 MI SW FROM WODEN.
 BY1030'5.7 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1030'WODEN, THENCE 2.15 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, ON THE
 BY1030'NORTH BANK OF THE ANGELINA RIVER, AT AN OLD BRIDGE SITE OVER A SLOUGH,
 BY1030'AT A POINT WHERE THE RIVER MAKES A 90 DEGREE BEND FROM NORTH TO EAST,
 BY1030'50.6 FEET NORTH OF NORTH BANK OF RIVER, 16.7 FEET SOUTH OF SOUTH BANK
 BY1030'OF SLOUGH, 8.5 FEET EAST OF THE EAST LINE OF THE OLD BRIDGE RAMP, A
 BY1030'COPPER NAIL AND WASHER IN THE TOP OF THE NORTHEAST ROOT OF A 36 INCH
 BY1030'OAK TREE, PAINTED 157.2.
 BY1030
 BY1030                          STATION RECOVERY (1998)
 BY1030
 BY1030'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0092 ***********************************************************************
 BY0092  DESIGNATION -  158
 BY0092  PID         -  BY0092
 BY0092  STATE/COUNTY-  TX/PANOLA
 BY0092  USGS QUAD   -  TENAHA WEST (1984)
 BY0092
 BY0092                         *CURRENT SURVEY CONTROL
 BY0092  ___________________________________________________________________
 BY0092* NAD 83(1986)-  31 59 44.     (N)    094 19 29.     (W)     SCALED    
 BY0092* NAVD 88     -        92.66   (+/-2cm)     304.0    (feet)  VERTCON   
 BY0092  ___________________________________________________________________
 BY0092  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY0092
 BY0092  VERT ORDER  -  ? (See Below)
 BY0092
 BY0092.The horizontal coordinates were scaled from a topographic map and have
 BY0092.an estimated accuracy of +/- 6 seconds.
 BY0092
 BY0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0092.The vertical order pertains to the NGVD 29 superseded value.
 BY0092
 BY0092.The geoid height was determined by GEOID03.
 BY0092
 BY0092;                    North         East    Units  Estimated Accuracy
 BY0092;SPC TXNC     - 2,044,310.      994,470.      MT  (+/- 180 meters Scaled)
 BY0092
 BY0092                          SUPERSEDED SURVEY CONTROL
 BY0092
 BY0092  NGVD 29 (??/??/92)   92.689  (m)          304.10   (f) ADJ UNCH    ?  
 BY0092
 BY0092.Superseded values are not recommended for survey control.
 BY0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0092.See file dsdata.txt to determine how the superseded data were derived.
 BY0092
 BY0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR748407(NAD 83)
 BY0092_MARKER: Z = SEE DESCRIPTION
 BY0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0092_SP_SET: RAIL
 BY0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0092
 BY0092  HISTORY     - Date     Condition        Report By
 BY0092  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0092  HISTORY     - 1934     GOOD             NGS
 BY0092
 BY0092                          STATION DESCRIPTION
 BY0092
 BY0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BY0092'3.4 MI SE FROM GARY.
 BY0092'3.4 MILES SOUTHEAST ALONG THE G.C. AND S.F. RY. AT MILEPOST 158.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0295 ***********************************************************************
 EM0295  DESIGNATION -  158
 EM0295  PID         -  EM0295
 EM0295  STATE/COUNTY-  TX/WILBARGER
 EM0295  USGS QUAD   -  OKLAUNION (1985)
 EM0295
 EM0295                         *CURRENT SURVEY CONTROL
 EM0295  ___________________________________________________________________
 EM0295* NAD 83(1986)-  34 08 27.     (N)    099 11 37.     (W)     SCALED    
 EM0295* NAVD 88     -       382.585  (meters)    1255.20   (feet)  ADJUSTED  
 EM0295  ___________________________________________________________________
 EM0295  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 EM0295  DYNAMIC HT  -         382.157 (meters)    1253.79  (feet)  COMP
 EM0295  MODELED GRAV-     979,505.0   (mgal)                       NAVD 88
 EM0295
 EM0295  VERT ORDER  -  FIRST     CLASS II
 EM0295
 EM0295.The horizontal coordinates were scaled from a topographic map and have
 EM0295.an estimated accuracy of +/- 6 seconds.
 EM0295
 EM0295.The orthometric height was determined by differential leveling
 EM0295.and adjusted by the National Geodetic Survey in June 1991..
 EM0295
 EM0295.The geoid height was determined by GEOID03.
 EM0295
 EM0295.The dynamic height is computed by dividing the NAVD 88
 EM0295.geopotential number by the normal gravity value computed on the
 EM0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0295.degrees latitude (g = 980.6199 gals.).
 EM0295
 EM0295.The modeled gravity was interpolated from observed gravity values.
 EM0295
 EM0295;                    North         East    Units  Estimated Accuracy
 EM0295;SPC TXNC     - 2,274,590.      536,020.      MT  (+/- 180 meters Scaled)
 EM0295
 EM0295                          SUPERSEDED SURVEY CONTROL
 EM0295
 EM0295  NGVD 29 (??/??/92)  382.451  (m)         1254.76   (f) ADJ UNCH    1 2
 EM0295
 EM0295.Superseded values are not recommended for survey control.
 EM0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0295.See file dsdata.txt to determine how the superseded data were derived.
 EM0295
 EM0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC821777(NAD 83)
 EM0295_MARKER: Z = SEE DESCRIPTION
 EM0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0295_SP_SET: MILEPOST
 EM0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0295
 EM0295  HISTORY     - Date     Condition        Report By
 EM0295  HISTORY     - UNK      MONUMENTED       BNRR
 EM0295  HISTORY     - 1957     GOOD             NGS
 EM0295
 EM0295                          STATION DESCRIPTION
 EM0295
 EM0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0295'5.4 MI SE FROM VERNON.
 EM0295'5.4 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0295'VERNON, WILBARGER COUNTY, 3.1 MILES NORTHWEST OF OKLAUNION, AND ON THE
 EM0295'TOP OF MILEPOST 158.  THE FLAT TOP OF MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0088 ***********************************************************************
 AH0088  DESIGNATION -  15.88
 AH0088  PID         -  AH0088
 AH0088  STATE/COUNTY-  TX/NUECES
 AH0088  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0088
 AH0088                         *CURRENT SURVEY CONTROL
 AH0088  ___________________________________________________________________
 AH0088* NAD 83(1986)-  27 50 09.     (N)    097 22 51.     (W)     SCALED    
 AH0088* NAVD 88     -         4.428  (meters)      14.53   (feet)  ADJUSTED  
 AH0088  ___________________________________________________________________
 AH0088  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH0088  DYNAMIC HT  -           4.421 (meters)      14.50  (feet)  COMP
 AH0088  MODELED GRAV-     979,131.0   (mgal)                       NAVD 88
 AH0088
 AH0088  VERT ORDER  -  FIRST     CLASS I
 AH0088
 AH0088.The horizontal coordinates were scaled from a topographic map and have
 AH0088.an estimated accuracy of +/- 6 seconds.
 AH0088
 AH0088.The orthometric height was determined by differential leveling
 AH0088.and adjusted by the National Geodetic Survey in June 1991..
 AH0088.WARNING-Repeat measurements at this control monument indicate possible
 AH0088.vertical movement.
 AH0088
 AH0088.The geoid height was determined by GEOID03.
 AH0088
 AH0088.The dynamic height is computed by dividing the NAVD 88
 AH0088.geopotential number by the normal gravity value computed on the
 AH0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0088.degrees latitude (g = 980.6199 gals.).
 AH0088
 AH0088.The modeled gravity was interpolated from observed gravity values.
 AH0088
 AH0088;                    North         East    Units  Estimated Accuracy
 AH0088;SPC TX S     - 5,240,820.      410,250.      MT  (+/- 180 meters Scaled)
 AH0088
 AH0088                          SUPERSEDED SURVEY CONTROL
 AH0088
 AH0088.No superseded survey control is available for this station.
 AH0088
 AH0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR594800(NAD 83)
 AH0088_MARKER: DD = SURVEY DISK
 AH0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0088_SP_SET: ABUTMENT
 AH0088_STAMPING: 15.88
 AH0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0088
 AH0088  HISTORY     - Date     Condition        Report By
 AH0088  HISTORY     - UNK      MONUMENTED       TXHD
 AH0088  HISTORY     - 1959     GOOD             NGS
 AH0088  HISTORY     - 1978     GOOD             NGS
 AH0088  HISTORY     - 19970201 MARK NOT FOUND   NGS
 AH0088
 AH0088                          STATION DESCRIPTION
 AH0088
 AH0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0088'1.4 MI NE FROM CORPUS CHRISTI.
 AH0088'ABOUT 1.4 MILES NORTHEAST ALONG U. S. HIGHWAY 181 FROM THE NORTH END
 AH0088'OF THE HIGH BRIDGE OVER THE CORPUS CHRISTI SHIP CHANNEL AT CORPUS
 AH0088'CHRISTI, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF
 AH0088'THE CAUSEWAY OVER NUECES BAY, 15 FEET SOUTHEAST OF THE CENTER LINE OF
 AH0088'THE HIGHWAY, AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 AH0088
 AH0088                          STATION RECOVERY (1978)
 AH0088
 AH0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0088'RECOVERED IN GOOD CONDITION.
 AH0088
 AH0088                          STATION RECOVERY (1997)
 AH0088
 AH0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (HAS)
 AH0088'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 AH0088'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0087 ***********************************************************************
 CR0087  DESIGNATION -  159
 CR0087  PID         -  CR0087
 CR0087  STATE/COUNTY-  TX/PANOLA
 CR0087  USGS QUAD   -  GARY (1983)
 CR0087
 CR0087                         *CURRENT SURVEY CONTROL
 CR0087  ___________________________________________________________________
 CR0087* NAD 83(1986)-  32 00 28.     (N)    094 20 05.     (W)     SCALED    
 CR0087* NAVD 88     -        79.95   (+/-2cm)     262.3    (feet)  VERTCON   
 CR0087  ___________________________________________________________________
 CR0087  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0087
 CR0087  VERT ORDER  -  ? (See Below)
 CR0087
 CR0087.The horizontal coordinates were scaled from a topographic map and have
 CR0087.an estimated accuracy of +/- 6 seconds.
 CR0087
 CR0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0087.The vertical order pertains to the NGVD 29 superseded value.
 CR0087
 CR0087.The geoid height was determined by GEOID03.
 CR0087
 CR0087;                    North         East    Units  Estimated Accuracy
 CR0087;SPC TXNC     - 2,045,630.      993,470.      MT  (+/- 180 meters Scaled)
 CR0087
 CR0087                          SUPERSEDED SURVEY CONTROL
 CR0087
 CR0087  NGVD 29 (??/??/92)   79.985  (m)          262.42   (f) ADJ UNCH    ?  
 CR0087
 CR0087.Superseded values are not recommended for survey control.
 CR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0087.See file dsdata.txt to determine how the superseded data were derived.
 CR0087
 CR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR739420(NAD 83)
 CR0087_MARKER: Z = SEE DESCRIPTION
 CR0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0087_SP_SET: RAIL
 CR0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0087
 CR0087  HISTORY     - Date     Condition        Report By
 CR0087  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0087  HISTORY     - 1934     GOOD             NGS
 CR0087
 CR0087                          STATION DESCRIPTION
 CR0087
 CR0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0087'2.4 MI SE FROM GARY.
 CR0087'2.4 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0087'GARY, PANOLA COUNTY, AND NEAR MILEPOST 159.  THE TOP OF A VERTICAL
 CR0087'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0137 ***********************************************************************
 EN0137  DESIGNATION -  1596+00
 EN0137  PID         -  EN0137
 EN0137  STATE/COUNTY-  TX/HALL
 EN0137  USGS QUAD   -  TURKEY (1981)
 EN0137
 EN0137                         *CURRENT SURVEY CONTROL
 EN0137  ___________________________________________________________________
 EN0137* NAD 83(1986)-  34 25 01.     (N)    100 53 26.     (W)     SCALED    
 EN0137* NAVD 88     -       713.485  (meters)    2340.83   (feet)  ADJUSTED  
 EN0137  ___________________________________________________________________
 EN0137  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EN0137  DYNAMIC HT  -         712.642 (meters)    2338.06  (feet)  COMP
 EN0137  MODELED GRAV-     979,430.4   (mgal)                       NAVD 88
 EN0137
 EN0137  VERT ORDER  -  FIRST     CLASS II
 EN0137
 EN0137.The horizontal coordinates were scaled from a topographic map and have
 EN0137.an estimated accuracy of +/- 6 seconds.
 EN0137
 EN0137.The orthometric height was determined by differential leveling
 EN0137.and adjusted by the National Geodetic Survey in June 1991..
 EN0137.WARNING-Repeat measurements at this control monument indicate possible
 EN0137.vertical movement.
 EN0137
 EN0137.The geoid height was determined by GEOID03.
 EN0137
 EN0137.The dynamic height is computed by dividing the NAVD 88
 EN0137.geopotential number by the normal gravity value computed on the
 EN0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0137.degrees latitude (g = 980.6199 gals.).
 EN0137
 EN0137.The modeled gravity was interpolated from observed gravity values.
 EN0137
 EN0137;                    North         East    Units  Estimated Accuracy
 EN0137;SPC TX N     - 1,046,430.      256,030.      MT  (+/- 180 meters Scaled)
 EN0137
 EN0137                          SUPERSEDED SURVEY CONTROL
 EN0137
 EN0137  NGVD 29 (??/??/92)  713.170  (m)         2339.79   (f) ADJ UNCH    1 2
 EN0137
 EN0137.Superseded values are not recommended for survey control.
 EN0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0137.See file dsdata.txt to determine how the superseded data were derived.
 EN0137
 EN0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD262100(NAD 83)
 EN0137_MARKER: Z = SEE DESCRIPTION
 EN0137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0137_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0137
 EN0137  HISTORY     - Date     Condition        Report By
 EN0137  HISTORY     - UNK      MONUMENTED       BNRR
 EN0137  HISTORY     - 1933     GOOD             NGS
 EN0137  HISTORY     - 1934     GOOD             NGS
 EN0137
 EN0137                          STATION DESCRIPTION
 EN0137
 EN0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0137'1.7 MI NE FROM TURKEY.
 EN0137'1.7 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0137'THE STATION AT TURKEY, HALL COUNTY, AT STATION 1596+00 (MILEAGE
 EN0137'267.28), ABOUT 17-1/2 RAILS NORTHEAST OF WOODEN TRESTLE P 267.39,
 EN0137'ABOUT 30 FEET NORTHWEST OF THE TRACK, AND ABOUT 30 FEET SOUTHEAST OF
 EN0137'THE RIGHT-OF-WAY FENCE.  THE TOP OF A CONCRETE-FILLED PIPE PROJECTING
 EN0137'ABOUT 3 INCHES ABOVE GROUND.
 EN0137
 EN0137                          STATION RECOVERY (1934)
 EN0137
 EN0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1027 ***********************************************************************
 BY1027  DESIGNATION -  159.606
 BY1027  PID         -  BY1027
 BY1027  STATE/COUNTY-  TX/NACOGDOCHES
 BY1027  USGS QUAD   -  PLATT (1980)
 BY1027
 BY1027                         *CURRENT SURVEY CONTROL
 BY1027  ___________________________________________________________________
 BY1027* NAD 83(1986)-  31 25 07.     (N)    094 30 42.     (W)     SCALED    
 BY1027* NAVD 88     -        48.55   (+/-2cm)     159.3    (feet)  VERTCON   
 BY1027  ___________________________________________________________________
 BY1027  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY1027
 BY1027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1027
 BY1027.The horizontal coordinates were scaled from a topographic map and have
 BY1027.an estimated accuracy of +/- 6 seconds.
 BY1027
 BY1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1027.The vertical order pertains to the NGVD 29 superseded value.
 BY1027
 BY1027.The geoid height was determined by GEOID03.
 BY1027
 BY1027;                    North         East    Units  Estimated Accuracy
 BY1027;SPC TX C     - 3,208,690.    1,253,250.      MT  (+/- 180 meters Scaled)
 BY1027
 BY1027                          SUPERSEDED SURVEY CONTROL
 BY1027
 BY1027  NGVD 29 (??/??/92)   48.602  (m)          159.46   (f) ADJ UNCH    2 0
 BY1027
 BY1027.Superseded values are not recommended for survey control.
 BY1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1027.See file dsdata.txt to determine how the superseded data were derived.
 BY1027
 BY1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ563769(NAD 83)
 BY1027_MARKER: N = NAIL
 BY1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1027_SP_SET: TREE
 BY1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1027
 BY1027  HISTORY     - Date     Condition        Report By
 BY1027  HISTORY     - UNK      MONUMENTED       USGS
 BY1027  HISTORY     - 1948     GOOD             NGS
 BY1027  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1027
 BY1027                          STATION DESCRIPTION
 BY1027
 BY1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1027'7.0 MI SW FROM WODEN.
 BY1027'5.7 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1027'WODEN, THENCE 1.3 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 65.5 FEET
 BY1027'NORTHEAST OF THE NORTH END OF AN ABANDONED BRIDGE OVER CARRIZO BAYOU,
 BY1027'19.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, A COPPER NAIL AND
 BY1027'WASHER IN THE TOP OF THE WEST ROOT OF A 24-INCH GUM TREE.
 BY1027
 BY1027                          STATION RECOVERY (1998)
 BY1027
 BY1027'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2840 ***********************************************************************
 AB2840  PACS        -  This is a Primary Airport Control Station.
 AB2840  DESIGNATION -  15F A
 AB2840  PID         -  AB2840
 AB2840  STATE/COUNTY-  TX/HASKELL
 AB2840  USGS QUAD   -  HASKELL (1966)
 AB2840
 AB2840                         *CURRENT SURVEY CONTROL
 AB2840  ___________________________________________________________________
 AB2840* NAD 83(1993)-  33 11 27.54787(N)    099 43 09.87645(W)     ADJUSTED  
 AB2840* NAVD 88     -       492.20   (meters)    1614.8    (feet)  GPS OBS   
 AB2840  ___________________________________________________________________
 AB2840  X           -    -902,072.943 (meters)                     COMP
 AB2840  Y           -  -5,266,600.660 (meters)                     COMP
 AB2840  Z           -   3,471,957.216 (meters)                     COMP
 AB2840  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AB2840  ELLIP HEIGHT-         463.18  (meters)          (10/24/00) GPS OBS
 AB2840  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AB2840
 AB2840  HORZ ORDER  -  B
 AB2840  ELLP ORDER  -  FOURTH    CLASS II
 AB2840
 AB2840.This mark is at Haskell Muni (15F) Airport (15F)
 AB2840
 AB2840.The horizontal coordinates were established by GPS observations
 AB2840.and adjusted by the National Geodetic Survey in February 1996..
 AB2840
 AB2840.The orthometric height was determined by GPS observations and a
 AB2840.high-resolution geoid model.
 AB2840
 AB2840.GPS derived orthometric heights for airport stations designated as
 AB2840.PACS or SACS are published to 2 decimal places.  This maintains
 AB2840.centimeter relative accuracy between the PACS and SACS.  It does
 AB2840.not indicate centimeter accuracy relative to other marks which are
 AB2840.part of the NAVD 88 network.
 AB2840
 AB2840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2840
 AB2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2840
 AB2840.The ellipsoidal height was determined by GPS observations
 AB2840.and is referenced to NAD 83.
 AB2840
 AB2840.The geoid height was determined by GEOID03.
 AB2840
 AB2840;                    North         East     Units Scale Factor Converg.
 AB2840;SPC TXNC     - 2,169,691.551   486,305.059   MT  0.99987557   -0 39 54.2
 AB2840;SPC TXNC     - 7,118,396.36  1,595,485.85   sFT  0.99987557   -0 39 54.2
 AB2840;UTM  14      - 3,672,690.420   432,940.155   MT  0.99965544   -0 23 37.8
 AB2840
 AB2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2840!SPC TXNC     -   0.99992729  x   0.99987557  =   0.99980287
 AB2840!UTM  14      -   0.99992729  x   0.99965544  =   0.99958275
 AB2840
 AB2840:                Primary Azimuth Mark                     Grid Az
 AB2840:SPC TXNC     -  HASKPORT AZ MK                           023 51 22.7
 AB2840:UTM  14      -  HASKPORT AZ MK                           023 35 06.3
 AB2840
 AB2840|---------------------------------------------------------------------|
 AB2840| PID    Reference Object                     Distance      Geod. Az  |
 AB2840|                                                           dddmmss.s |
 AB2840| DO0952 HASKPORT AZ MK                      446.939 METERS 0231128.5 |
 AB2840| DO0951 HASKPORT                            311.815 METERS 16704     |
 AB2840|---------------------------------------------------------------------|
 AB2840
 AB2840                          SUPERSEDED SURVEY CONTROL
 AB2840
 AB2840  ELLIP H (02/20/96)  463.22   (m)                       GP(       ) 1 1
 AB2840
 AB2840.Superseded values are not recommended for survey control.
 AB2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2840.See file dsdata.txt to determine how the superseded data were derived.
 AB2840
 AB2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3294072690(NAD 83)
 AB2840_MARKER: I = METAL ROD
 AB2840_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2840_STAMPING: 15F A 1995
 AB2840_MARK LOGO: NGS   
 AB2840_PROJECTION: FLUSH
 AB2840_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2840+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2840_ROD/PIPE-DEPTH: 4.0  meters
 AB2840_SLEEVE-DEPTH  : 1 meters
 AB2840
 AB2840  HISTORY     - Date     Condition        Report By
 AB2840  HISTORY     - 1995     MONUMENTED       NGS
 AB2840
 AB2840                          STATION DESCRIPTION
 AB2840
 AB2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2840'THE STATION IS LOCATED ABOUT 18.9 MI (30.4 KM) SOUTH SOUTHEAST OF
 AB2840'MUNDAY, 3.1 MI (5.0 KM) NORTHEAST OF HASKELL, 0.25 EAST OF US HIGHWAY
 AB2840'277 AND AT THE HASKELL MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HASKELL,
 AB2840'CITY HALL, PO BOX 783, HASKELL TX 79521.  AIRPORT MANAGER IS SAM
 AB2840'WATSON, PHONE (817) 864-2333.  TO REACH THE STATION FROM THE
 AB2840'INTERSECTION OF US HIGHWAYS 277 AND 380 AT THE NORTHWEST CORNER OF THE
 AB2840'COURTHOUSE IN HASKELL, GO NORTH ON US HIGHWAY 277 FOR 2.1 MI (3.4 KM)
 AB2840'TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR
 AB2840'0.3 MI (0.5 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE
 AB2840'PAVED ROAD FOR 0.4 MI (0.6 KM) TO A NDB ANTENNA ON THE LEFT AND THE
 AB2840'STATION ON THE RIGHT.  THE STATION IS FLUSH WITH THE GROUND, 160.5 FT
 AB2840'(48.9 M) NORTHEAST FROM A POWER LINE POLE, 145.0 FT (44.2 M) SOUTH
 AB2840'SOUTHEAST FROM A POWERLINE POLE AND 82.5 FT (25.1 M) WEST OF THE
 AB2840'CENTER OF THE AIRPORT ENTERANCE ROAD.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1043 ***********************************************************************
 AE1043  DESIGNATION -  16
 AE1043  PID         -  AE1043
 AE1043  STATE/COUNTY-  TX/ZAPATA
 AE1043  USGS QUAD   -  ZAPATA SE (1979)
 AE1043
 AE1043                         *CURRENT SURVEY CONTROL
 AE1043  ___________________________________________________________________
 AE1043* NAD 83(1986)-  26 52 20.     (N)    099 15 21.     (W)     SCALED    
 AE1043* NAVD 88     -       103.784  (meters)     340.50   (feet)  ADJUSTED  
 AE1043  ___________________________________________________________________
 AE1043  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AE1043  DYNAMIC HT  -         103.616 (meters)     339.95  (feet)  COMP
 AE1043  MODELED GRAV-     979,032.3   (mgal)                       NAVD 88
 AE1043
 AE1043  VERT ORDER  -  FIRST     CLASS II
 AE1043
 AE1043.The horizontal coordinates were scaled from a topographic map and have
 AE1043.an estimated accuracy of +/- 6 seconds.
 AE1043
 AE1043.The orthometric height was determined by differential leveling
 AE1043.and adjusted by the National Geodetic Survey in June 1991..
 AE1043
 AE1043.The geoid height was determined by GEOID03.
 AE1043
 AE1043.The dynamic height is computed by dividing the NAVD 88
 AE1043.geopotential number by the normal gravity value computed on the
 AE1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1043.degrees latitude (g = 980.6199 gals.).
 AE1043
 AE1043.The modeled gravity was interpolated from observed gravity values.
 AE1043
 AE1043;                    North         East    Units  Estimated Accuracy
 AE1043;SPC TX S     - 5,133,790.      224,900.      MT  (+/- 180 meters Scaled)
 AE1043
 AE1043                          SUPERSEDED SURVEY CONTROL
 AE1043
 AE1043  NGVD 29 (??/??/92)  103.832  (m)          340.66   (f) ADJ UNCH    1 2
 AE1043
 AE1043.Superseded values are not recommended for survey control.
 AE1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1043.See file dsdata.txt to determine how the superseded data were derived.
 AE1043
 AE1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ745723(NAD 83)
 AE1043_MARKER: DD = SURVEY DISK
 AE1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1043_STAMPING: 16
 AE1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1043+STABILITY: SURFACE MOTION
 AE1043
 AE1043  HISTORY     - Date     Condition        Report By
 AE1043  HISTORY     - UNK      MONUMENTED       IBC
 AE1043  HISTORY     - 1956     GOOD             NGS
 AE1043
 AE1043                          STATION DESCRIPTION
 AE1043
 AE1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1043'2.35 MI SE FROM ZAPATA.
 AE1043'2.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1043'ZAPATA, 0.35 MILE NORTHWEST OF A ROADSIDE PARK, 0.1 MILE SOUTHEAST OF
 AE1043'A GATE, 203 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 133 FEET
 AE1043'SOUTHWEST OF A FENCE, 130 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT
 AE1043'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AE1043'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3818 ***********************************************************************
 AW3818  DESIGNATION -  16
 AW3818  PID         -  AW3818
 AW3818  STATE/COUNTY-  TX/HARRIS
 AW3818  USGS QUAD   -  LA PORTE (1982)
 AW3818
 AW3818                         *CURRENT SURVEY CONTROL
 AW3818  ___________________________________________________________________
 AW3818* NAD 83(1986)-  29 39 54.     (N)    095 02 22.     (W)     SCALED    
 AW3818* NAVD 88     -         7.71   (+/-2cm)      25.3    (feet)  VERTCON   
 AW3818  ___________________________________________________________________
 AW3818  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW3818
 AW3818  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3818
 AW3818.The horizontal coordinates were scaled from a topographic map and have
 AW3818.an estimated accuracy of +/- 6 seconds.
 AW3818
 AW3818.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3818.The vertical order pertains to the NGVD 29 superseded value.
 AW3818
 AW3818.The geoid height was determined by GEOID03.
 AW3818
 AW3818;                    North         East    Units  Estimated Accuracy
 AW3818;SPC TXSC     - 4,209,490.      983,300.      MT  (+/- 180 meters Scaled)
 AW3818
 AW3818                          SUPERSEDED SURVEY CONTROL
 AW3818
 AW3818  NGVD 29 (??/??/92)    7.705  (m)           25.28   (f) ADJ UNCH    1 2
 AW3818
 AW3818.Superseded values are not recommended for survey control.
 AW3818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3818.See file dsdata.txt to determine how the superseded data were derived.
 AW3818
 AW3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN026834(NAD 83)
 AW3818_MARKER: DB = BENCH MARK DISK
 AW3818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3818_STAMPING: 16 28.697
 AW3818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3818+STABILITY: SURFACE MOTION
 AW3818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3818+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW3818
 AW3818  HISTORY     - Date     Condition        Report By
 AW3818  HISTORY     - UNK      MONUMENTED       CGS
 AW3818  HISTORY     - 1958     GOOD             NGS
 AW3818  HISTORY     - 1964     GOOD             NGS
 AW3818  HISTORY     - 19880202 MARK NOT FOUND   LOCENG
 AW3818  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3818  HISTORY     - 19970927 GOOD             USPSQD
 AW3818  HISTORY     - 20050117 GOOD             USPSQD
 AW3818
 AW3818                          STATION DESCRIPTION
 AW3818
 AW3818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW3818'1.7 MI NW FROM LA PORTE.
 AW3818'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW3818'ELEMENTARY SCHOOL AT LA PORTE, THENCE ABOUT 0.55 MILE WEST ALONG
 AW3818'SPENCER HIGHWAY, 60 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 200
 AW3818'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE TEXAS AND NEW ORLEANS
 AW3818'RAILROAD STATION, 100 FEET WEST OF THE WEST RAIL OF THE TRACKS, 50
 AW3818'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE HEAD WALL, 13
 AW3818'FEET NORTH OF A FENCE, 2 FEET NORTH OF A WOODEN WITNESS POST, AND IN
 AW3818'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 AW3818
 AW3818                          STATION RECOVERY (1964)
 AW3818
 AW3818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3818'RECOVERED IN GOOD CONDITION.
 AW3818
 AW3818                          STATION RECOVERY (1988)
 AW3818
 AW3818'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 AW3818'MARK NOT FOUND.
 AW3818
 AW3818                          STATION RECOVERY (1989)
 AW3818
 AW3818'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW3818'MARK NOT FOUND.
 AW3818
 AW3818                          STATION RECOVERY (1997)
 AW3818
 AW3818'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3818'RECOVERED IN GOOD CONDITION.
 AW3818
 AW3818                          STATION RECOVERY (2005)
 AW3818
 AW3818'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0038 ***********************************************************************
 DQ0038  DESIGNATION -  16
 DQ0038  PID         -  DQ0038
 DQ0038  STATE/COUNTY-  TX/HOCKLEY
 DQ0038  USGS QUAD   -  SMYER (1984)
 DQ0038
 DQ0038                         *CURRENT SURVEY CONTROL
 DQ0038  ___________________________________________________________________
 DQ0038* NAD 83(1986)-  33 35 15.     (N)    102 12 44.     (W)     SCALED    
 DQ0038* NAVD 88     -      1045.548  (meters)    3430.27   (feet)  ADJUSTED  
 DQ0038  ___________________________________________________________________
 DQ0038  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 DQ0038  DYNAMIC HT  -        1044.182 (meters)    3425.79  (feet)  COMP
 DQ0038  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 DQ0038
 DQ0038  VERT ORDER  -  SECOND    CLASS 0
 DQ0038
 DQ0038.The horizontal coordinates were scaled from a topographic map and have
 DQ0038.an estimated accuracy of +/- 6 seconds.
 DQ0038
 DQ0038.The orthometric height was determined by differential leveling
 DQ0038.and adjusted by the National Geodetic Survey in June 1991..
 DQ0038
 DQ0038.The geoid height was determined by GEOID03.
 DQ0038
 DQ0038.The dynamic height is computed by dividing the NAVD 88
 DQ0038.geopotential number by the normal gravity value computed on the
 DQ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0038.degrees latitude (g = 980.6199 gals.).
 DQ0038
 DQ0038.The modeled gravity was interpolated from observed gravity values.
 DQ0038
 DQ0038;                    North         East    Units  Estimated Accuracy
 DQ0038;SPC TXNC     - 2,219,090.      255,500.      MT  (+/- 180 meters Scaled)
 DQ0038
 DQ0038                          SUPERSEDED SURVEY CONTROL
 DQ0038
 DQ0038  NGVD 29 (??/??/92) 1045.158  (m)         3428.99   (f) ADJ UNCH    2 0
 DQ0038
 DQ0038.Superseded values are not recommended for survey control.
 DQ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0038.See file dsdata.txt to determine how the superseded data were derived.
 DQ0038
 DQ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT587199(NAD 83)
 DQ0038_MARKER: B = BOLT
 DQ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0038+STABILITY: SURFACE MOTION
 DQ0038
 DQ0038  HISTORY     - Date     Condition        Report By
 DQ0038  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0038  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0038
 DQ0038                          STATION DESCRIPTION
 DQ0038
 DQ0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0038'2.7 MI W FROM SMYER.
 DQ0038'2.7 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0038'STATION AT SMYER, HOCKLEY COUNTY, 0.4 MILE EAST OF A ROAD CROSSING, 99
 DQ0038'FEET NORTH OF MILEPOST 16, 54 FEET NORTH OF THE CENTERLINE OF THE
 DQ0038'TRACK, 40 FEET SOUTH OF THE CENTERLINE OF A ROAD, AND 0.5 FOOT SOUTH
 DQ0038'OF THE RIGHT-OF-WAY FENCE.  A TRACK BOLT SET IN THE TOP OF A CONCRETE
 DQ0038'POST.  NOTE-- CONSIDERABLE DIGGING TO A DEPTH OF ONE FOOT WAS
 DQ0038'ACCOMPLISHED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1129 ***********************************************************************
 FL1129  DESIGNATION -  16
 FL1129  PID         -  FL1129
 FL1129  STATE/COUNTY-  TX/POTTER
 FL1129  USGS QUAD   -  CHUNKY (1969)
 FL1129
 FL1129                         *CURRENT SURVEY CONTROL
 FL1129  ___________________________________________________________________
 FL1129* NAD 83(1986)-  35 24 55.     (N)    101 51 26.     (W)     SCALED    
 FL1129* NAVD 88     -       966.963  (meters)    3172.44   (feet)  ADJUSTED  
 FL1129  ___________________________________________________________________
 FL1129  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1129  DYNAMIC HT  -         965.838 (meters)    3168.75  (feet)  COMP
 FL1129  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 FL1129
 FL1129  VERT ORDER  -  SECOND    CLASS 0
 FL1129
 FL1129.The horizontal coordinates were scaled from a topographic map and have
 FL1129.an estimated accuracy of +/- 6 seconds.
 FL1129
 FL1129.The orthometric height was determined by differential leveling
 FL1129.and adjusted by the National Geodetic Survey in June 1991..
 FL1129
 FL1129.The geoid height was determined by GEOID03.
 FL1129
 FL1129.The dynamic height is computed by dividing the NAVD 88
 FL1129.geopotential number by the normal gravity value computed on the
 FL1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1129.degrees latitude (g = 980.6199 gals.).
 FL1129
 FL1129.The modeled gravity was interpolated from observed gravity values.
 FL1129
 FL1129;                    North         East    Units  Estimated Accuracy
 FL1129;SPC TX N     - 1,157,070.      167,560.      MT  (+/- 180 meters Scaled)
 FL1129
 FL1129                          SUPERSEDED SURVEY CONTROL
 FL1129
 FL1129  NGVD 29 (??/??/92)  966.485  (m)         3170.88   (f) ADJ UNCH    2 0
 FL1129
 FL1129.Superseded values are not recommended for survey control.
 FL1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1129.See file dsdata.txt to determine how the superseded data were derived.
 FL1129
 FL1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE405228(NAD 83)
 FL1129_MARKER: B = BOLT
 FL1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1129+STABILITY: SURFACE MOTION
 FL1129
 FL1129  HISTORY     - Date     Condition        Report By
 FL1129  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1129  HISTORY     - 1934     GOOD             NGS
 FL1129  HISTORY     - 1984     GOOD             NGS
 FL1129
 FL1129                          STATION DESCRIPTION
 FL1129
 FL1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1129'17.4 MI N FROM AMARILLO.
 FL1129'17.4 MILES NORTH ALONG THE PANHANDLE SANTA FE RAILWAY FROM AMARILLO,
 FL1129'POTTER COUNTY OPPOSITE MILEPOST 16, 98 FEET NORTHEAST OF THE CENTER
 FL1129'LINE OF THE TRACK, AND 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE. AN
 FL1129'IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
 FL1129
 FL1129                          STATION RECOVERY (1984)
 FL1129
 FL1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0790 ***********************************************************************
 AJ0790  DESIGNATION -  16
 AJ0790  PID         -  AJ0790
 AJ0790  STATE/COUNTY-  TX/WEBB
 AJ0790  USGS QUAD   -  TIOS CREEK (1965)
 AJ0790
 AJ0790                         *CURRENT SURVEY CONTROL
 AJ0790  ___________________________________________________________________
 AJ0790* NAD 83(1986)-  27 30 16.     (N)    099 17 22.     (W)     SCALED    
 AJ0790* NAVD 88     -       170.774  (meters)     560.28   (feet)  ADJUSTED  
 AJ0790  ___________________________________________________________________
 AJ0790  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AJ0790  DYNAMIC HT  -         170.503 (meters)     559.39  (feet)  COMP
 AJ0790  MODELED GRAV-     979,056.9   (mgal)                       NAVD 88
 AJ0790
 AJ0790  VERT ORDER  -  FIRST     CLASS II
 AJ0790
 AJ0790.The horizontal coordinates were scaled from a topographic map and have
 AJ0790.an estimated accuracy of +/- 6 seconds.
 AJ0790
 AJ0790.The orthometric height was determined by differential leveling
 AJ0790.and adjusted by the National Geodetic Survey in June 1991..
 AJ0790
 AJ0790.The geoid height was determined by GEOID03.
 AJ0790
 AJ0790.The dynamic height is computed by dividing the NAVD 88
 AJ0790.geopotential number by the normal gravity value computed on the
 AJ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0790.degrees latitude (g = 980.6199 gals.).
 AJ0790
 AJ0790.The modeled gravity was interpolated from observed gravity values.
 AJ0790
 AJ0790;                    North         East    Units  Estimated Accuracy
 AJ0790;SPC TX S     - 5,203,860.      222,000.      MT  (+/- 180 meters Scaled)
 AJ0790
 AJ0790                          SUPERSEDED SURVEY CONTROL
 AJ0790
 AJ0790  NGVD 29 (??/??/92)  170.785  (m)          560.32   (f) ADJ UNCH    1 2
 AJ0790
 AJ0790.Superseded values are not recommended for survey control.
 AJ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0790.See file dsdata.txt to determine how the superseded data were derived.
 AJ0790
 AJ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR714423(NAD 83)
 AJ0790_MARKER: DB = BENCH MARK DISK
 AJ0790_SETTING: 0 = UNSPECIFIED SETTING
 AJ0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0790
 AJ0790  HISTORY     - Date     Condition        Report By
 AJ0790  HISTORY     - UNK      MONUMENTED       CGS
 AJ0790  HISTORY     - 1965     GOOD             USGS
 AJ0790
 AJ0790                          STATION DESCRIPTION
 AJ0790
 AJ0790'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ0790'14.8 MI E FROM LAREDO.
 AJ0790'14.8 MILES EAST ALONG THE TEX-MEX RAILROAD FROM THE STATION AT LAREDO,
 AJ0790'15.1 MILES WEST ALONG THE TEXAS-MEXICAN RAILROAD FROM THE POST OFFICE
 AJ0790'AT AGUILARES, 2 FEET NORTHWEST OF MILEPOST 16, 45 FEET NORTHWEST OF
 AJ0790'THE CENTERLINE OF THE TRACK AT A SLIGHT CURVE IN THE TRACK, 1330 FT
 AJ0790'SOUTHWEST OF THE CENTERLINE OF THE RAILROAD AT A CLEARED LINE IN AN
 AJ0790'EAST-WEST DIRECTION THRU THE ADJACIENT BRUSH PASTURE, 352 FT NORTHEAST
 AJ0790'OF A SMALL CULVERT, 5 FT SOUTHEAST OF THE ROW FENCE, 0.5 FT ABOVE
 AJ0790'GROUND, ECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0097 ***********************************************************************
 DN0097  DESIGNATION -  16 A
 DN0097  PID         -  DN0097
 DN0097  STATE/COUNTY-  TX/HUNT
 DN0097  USGS QUAD   -  GREENVILLE NE (1963)
 DN0097
 DN0097                         *CURRENT SURVEY CONTROL
 DN0097  ___________________________________________________________________
 DN0097* NAD 83(1986)-  33 08 24.     (N)    096 06 44.     (W)     SCALED    
 DN0097* NAVD 88     -       171.215  (meters)     561.73   (feet)  ADJUSTED  
 DN0097  ___________________________________________________________________
 DN0097  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0097  DYNAMIC HT  -         171.029 (meters)     561.12  (feet)  COMP
 DN0097  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 DN0097
 DN0097  VERT ORDER  -  FIRST     CLASS II
 DN0097
 DN0097.The horizontal coordinates were scaled from a topographic map and have
 DN0097.an estimated accuracy of +/- 6 seconds.
 DN0097
 DN0097.The orthometric height was determined by differential leveling
 DN0097.and adjusted by the National Geodetic Survey in June 1991..
 DN0097
 DN0097.The geoid height was determined by GEOID03.
 DN0097
 DN0097.The dynamic height is computed by dividing the NAVD 88
 DN0097.geopotential number by the normal gravity value computed on the
 DN0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0097.degrees latitude (g = 980.6199 gals.).
 DN0097
 DN0097.The modeled gravity was interpolated from observed gravity values.
 DN0097
 DN0097;                    North         East    Units  Estimated Accuracy
 DN0097;SPC TXNC     - 2,165,910.      822,750.      MT  (+/- 180 meters Scaled)
 DN0097
 DN0097                          SUPERSEDED SURVEY CONTROL
 DN0097
 DN0097  NGVD 29 (??/??/92)  171.203  (m)          561.69   (f) ADJ UNCH    1 2
 DN0097
 DN0097.Superseded values are not recommended for survey control.
 DN0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0097.See file dsdata.txt to determine how the superseded data were derived.
 DN0097
 DN0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB693705(NAD 83)
 DN0097_MARKER: X = CHISELED CROSS
 DN0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0097_SP_SET: CONCRETE MASS
 DN0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0097
 DN0097  HISTORY     - Date     Condition        Report By
 DN0097  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0097  HISTORY     - 1959     GOOD             NGS
 DN0097  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0097
 DN0097                          STATION DESCRIPTION
 DN0097
 DN0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0097'IN GREENVILLE.
 DN0097'AT GREENVILLE, AT THE SOUTHWEST CORNER OF THE MISSOURI-KANSAS-TEXAS
 DN0097'RAILROAD STATION, 57 FEET NORTH OF THE CENTER LINE OF LEE STREET, 58
 DN0097'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 16.3 FEET SOUTHEAST OF
 DN0097'BENCH MARK D 97, ON THE ROUNDED EDGE OF A LAYER OF CONCRETE SEPARATING
 DN0097'A TIER OF BRICK FROM A TIER OF STONE, AND ABOUT 3 1/2 FEET ABOVE THE
 DN0097'BRICK WALKWAY.
 DN0097
 DN0097                          STATION RECOVERY (1986)
 DN0097
 DN0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2113 ***********************************************************************
 CS2113  DESIGNATION -  16 B
 CS2113  PID         -  CS2113
 CS2113  STATE/COUNTY-  TX/JOHNSON
 CS2113  USGS QUAD   -  ALVARADO (1978)
 CS2113
 CS2113                         *CURRENT SURVEY CONTROL
 CS2113  ___________________________________________________________________
 CS2113* NAD 83(1986)-  32 25 13.     (N)    097 08 43.     (W)     SCALED    
 CS2113* NAVD 88     -       214.303  (meters)     703.09   (feet)  ADJUSTED  
 CS2113  ___________________________________________________________________
 CS2113  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CS2113  DYNAMIC HT  -         214.048 (meters)     702.26  (feet)  COMP
 CS2113  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 CS2113
 CS2113  VERT ORDER  -  SECOND    CLASS 0
 CS2113
 CS2113.The horizontal coordinates were scaled from a topographic map and have
 CS2113.an estimated accuracy of +/- 6 seconds.
 CS2113
 CS2113.The orthometric height was determined by differential leveling
 CS2113.and adjusted by the National Geodetic Survey in June 1991..
 CS2113
 CS2113.The geoid height was determined by GEOID03.
 CS2113
 CS2113.The dynamic height is computed by dividing the NAVD 88
 CS2113.geopotential number by the normal gravity value computed on the
 CS2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2113.degrees latitude (g = 980.6199 gals.).
 CS2113
 CS2113.The modeled gravity was interpolated from observed gravity values.
 CS2113
 CS2113;                    North         East    Units  Estimated Accuracy
 CS2113;SPC TXNC     - 2,084,390.      727,410.      MT  (+/- 180 meters Scaled)
 CS2113
 CS2113                          SUPERSEDED SURVEY CONTROL
 CS2113
 CS2113  NGVD 29 (??/??/92)  214.280  (m)          703.02   (f) ADJ UNCH    2 0
 CS2113
 CS2113.Superseded values are not recommended for survey control.
 CS2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2113.See file dsdata.txt to determine how the superseded data were derived.
 CS2113
 CS2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA743885(NAD 83)
 CS2113_MARKER: Q = CHISELED SQUARE
 CS2113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2113_SP_SET: ABUTMENT
 CS2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2113
 CS2113  HISTORY     - Date     Condition        Report By
 CS2113  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2113  HISTORY     - 1934     GOOD             NGS
 CS2113  HISTORY     - 19990608 MARK NOT FOUND   USPSQD
 CS2113
 CS2113                          STATION DESCRIPTION
 CS2113
 CS2113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CS2113'2.7 MI W FROM VENUS.
 CS2113'2.7 MI W OF AND ALONG DALLAS BRANCH OF S F R R CHISELED SQUARE ON THE
 CS2113'SW CORNER OF S HEADWALL OF BRIDGE 16B.
 CS2113
 CS2113                          STATION RECOVERY (1999)
 CS2113
 CS2113'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0103 ***********************************************************************
 DN0103  DESIGNATION -  16 B
 DN0103  PID         -  DN0103
 DN0103  STATE/COUNTY-  TX/HUNT
 DN0103  USGS QUAD   -  GREENVILLE NE (1963)
 DN0103
 DN0103                         *CURRENT SURVEY CONTROL
 DN0103  ___________________________________________________________________
 DN0103* NAD 83(1986)-  33 08 48.     (N)    096 06 54.     (W)     SCALED    
 DN0103* NAVD 88     -       164.87   (+/-2cm)     540.9    (feet)  VERTCON   
 DN0103  ___________________________________________________________________
 DN0103  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0103
 DN0103  VERT ORDER  -  ? (See Below)
 DN0103
 DN0103.The horizontal coordinates were scaled from a topographic map and have
 DN0103.an estimated accuracy of +/- 6 seconds.
 DN0103
 DN0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0103.The vertical order pertains to the NGVD 29 superseded value.
 DN0103
 DN0103.The geoid height was determined by GEOID03.
 DN0103
 DN0103;                    North         East    Units  Estimated Accuracy
 DN0103;SPC TXNC     - 2,166,640.      822,470.      MT  (+/- 180 meters Scaled)
 DN0103
 DN0103                          SUPERSEDED SURVEY CONTROL
 DN0103
 DN0103  NGVD 29 (??/??/92)  164.856  (m)          540.87   (f) ADJ UNCH    ?  
 DN0103
 DN0103.Superseded values are not recommended for survey control.
 DN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0103.See file dsdata.txt to determine how the superseded data were derived.
 DN0103
 DN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB691712(NAD 83)
 DN0103_MARKER: Q = CHISELED SQUARE
 DN0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0103_SP_SET: BATTERY BOX
 DN0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0103
 DN0103  HISTORY     - Date     Condition        Report By
 DN0103  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0103  HISTORY     - 1933     GOOD             NGS
 DN0103  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0103
 DN0103                          STATION DESCRIPTION
 DN0103
 DN0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0103'0.5 MI NW FROM GREENVILLE.
 DN0103'0.5 MILE NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0103'FROM THE STATION AT GREENVILLE, HUNT COUNTY, AND ON THE TOP OF THE
 DN0103'NORTHWEST CORNER OF A CONCRETE BATTERY BOX.  A CHISELED SQUARE.
 DN0103
 DN0103                          STATION RECOVERY (1986)
 DN0103
 DN0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0001 ***********************************************************************
 BM0001  DESIGNATION -  16 B
 BM0001  PID         -  BM0001
 BM0001  STATE/COUNTY-  TX/MADISON
 BM0001  USGS QUAD   -  NORTH ZULCH (1989)
 BM0001
 BM0001                         *CURRENT SURVEY CONTROL
 BM0001  ___________________________________________________________________
 BM0001* NAD 83(1986)-  30 59 17.     (N)    096 06 31.     (W)     SCALED    
 BM0001* NAVD 88     -       112.33   (+/-2cm)     368.5    (feet)  VERTCON   
 BM0001  ___________________________________________________________________
 BM0001  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BM0001
 BM0001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0001
 BM0001.The horizontal coordinates were scaled from a topographic map and have
 BM0001.an estimated accuracy of +/- 6 seconds.
 BM0001
 BM0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0001.The vertical order pertains to the NGVD 29 superseded value.
 BM0001
 BM0001.The geoid height was determined by GEOID03.
 BM0001
 BM0001;                    North         East    Units  Estimated Accuracy
 BM0001;SPC TX C     - 3,154,140.    1,103,390.      MT  (+/- 180 meters Scaled)
 BM0001
 BM0001                          SUPERSEDED SURVEY CONTROL
 BM0001
 BM0001  NGVD 29 (??/??/92)  112.31   (m)          368.5    (f) COMPUTED    2 0
 BM0001
 BM0001.Superseded values are not recommended for survey control.
 BM0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0001.See file dsdata.txt to determine how the superseded data were derived.
 BM0001
 BM0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV761318(NAD 83)
 BM0001_MARKER: DD = SURVEY DISK
 BM0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0001_STAMPING: 16B 1924
 BM0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0001+STABILITY: SURFACE MOTION
 BM0001
 BM0001  HISTORY     - Date     Condition        Report By
 BM0001  HISTORY     - 1924     MONUMENTED       USGS
 BM0001  HISTORY     - 1947     MARK NOT FOUND   NGS
 BM0001
 BM0001                          STATION DESCRIPTION
 BM0001
 BM0001'DESCRIBED BY US GEOLOGICAL SURVEY 1924
 BM0001'3.0 MI S FROM NORMANGEE.
 BM0001'3.0 MILES SOUTH OF, ALONG THE BURLINGTON AND ROCK ISLAND R. R. 1 MILE
 BM0001'NORTH OF GEORGE STA. IN THE SOUTHWEST CORNER OF INTERSECTION OF
 BM0001'SECONDARY ROAD AND NEW HIGHWAY, WEST OF THE RAILROAD TRACK, 4 FEET
 BM0001'SOUTH AND 1 FOOT EAST OF CORNER POST.
 BM0001
 BM0001                          STATION RECOVERY (1947)
 BM0001
 BM0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BM0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0456 ***********************************************************************
 BL0456  DESIGNATION -  16 F
 BL0456  PID         -  BL0456
 BL0456  STATE/COUNTY-  TX/LIBERTY
 BL0456  USGS QUAD   -  ROMAYOR (1984)
 BL0456
 BL0456                         *CURRENT SURVEY CONTROL
 BL0456  ___________________________________________________________________
 BL0456* NAD 83(1986)-  30 24 57.     (N)    094 45 58.     (W)     SCALED    
 BL0456* NAVD 88     -        23.65   (+/-2cm)      77.6    (feet)  VERTCON   
 BL0456  ___________________________________________________________________
 BL0456  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0456
 BL0456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0456
 BL0456.The horizontal coordinates were scaled from a topographic map and have
 BL0456.an estimated accuracy of +/- 6 seconds.
 BL0456
 BL0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0456.The vertical order pertains to the NGVD 29 superseded value.
 BL0456
 BL0456.The geoid height was determined by GEOID03.
 BL0456
 BL0456;                    North         East    Units  Estimated Accuracy
 BL0456;SPC TX C     - 3,096,430.    1,234,650.      MT  (+/- 180 meters Scaled)
 BL0456
 BL0456                          SUPERSEDED SURVEY CONTROL
 BL0456
 BL0456  NGVD 29 (??/??/92)   23.657  (m)           77.61   (f) ADJ UNCH    2 0
 BL0456
 BL0456.Superseded values are not recommended for survey control.
 BL0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0456.See file dsdata.txt to determine how the superseded data were derived.
 BL0456
 BL0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP303661(NAD 83)
 BL0456_MARKER: DD = SURVEY DISK
 BL0456_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL0456_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BL0456_STAMPING: 16 F 77.416
 BL0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0456
 BL0456  HISTORY     - Date     Condition        Report By
 BL0456  HISTORY     - UNK      MONUMENTED
 BL0456  HISTORY     - 1955     MARK NOT FOUND   USGS
 BL0456
 BL0456                          STATION DESCRIPTION
 BL0456
 BL0456'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BL0456'3.6 MI S FROM RYE.
 BL0456'3.6 MILES SOUTH ALONG OLD STATE HIGHWAY 146 FROM RYE, LIBERTY COUNTY,
 BL0456'AT THE JUNCTION OF A SIDE LANE, 40 FEET WEST OF THE CENTERLINE OF THE
 BL0456'HIGHWAY, 20 FEET SOUTH OF THE CENTERLINE OF THE LANE, AND AT A FENCE
 BL0456'CORNER.  A TEXAS STATE RECLAMATION DEPARTMENT STANDARD DISK, STAMPED
 BL0456'16 F 77.416 AND CEMENTED ON THE TOP OF A 6-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0766 ***********************************************************************
 CR0766  DESIGNATION -  16 G
 CR0766  PID         -  CR0766
 CR0766  STATE/COUNTY-  TX/SMITH
 CR0766  USGS QUAD   -  CARROLL (1984)
 CR0766
 CR0766                         *CURRENT SURVEY CONTROL
 CR0766  ___________________________________________________________________
 CR0766* NAD 83(1986)-  32 28 41.     (N)    095 31 15.     (W)     SCALED    
 CR0766* NAVD 88     -       163.726  (meters)     537.16   (feet)  ADJUSTED  
 CR0766  ___________________________________________________________________
 CR0766  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CR0766  DYNAMIC HT  -         163.536 (meters)     536.53  (feet)  COMP
 CR0766  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 CR0766
 CR0766  VERT ORDER  -  SECOND    CLASS 0
 CR0766
 CR0766.The horizontal coordinates were scaled from a topographic map and have
 CR0766.an estimated accuracy of +/- 6 seconds.
 CR0766
 CR0766.The orthometric height was determined by differential leveling
 CR0766.and adjusted by the National Geodetic Survey in June 1991..
 CR0766
 CR0766.The geoid height was determined by GEOID03.
 CR0766
 CR0766.The dynamic height is computed by dividing the NAVD 88
 CR0766.geopotential number by the normal gravity value computed on the
 CR0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0766.degrees latitude (g = 980.6199 gals.).
 CR0766
 CR0766.The modeled gravity was interpolated from observed gravity values.
 CR0766
 CR0766;                    North         East    Units  Estimated Accuracy
 CR0766;SPC TXNC     - 2,093,950.      879,980.      MT  (+/- 180 meters Scaled)
 CR0766
 CR0766                          SUPERSEDED SURVEY CONTROL
 CR0766
 CR0766  NGVD 29 (??/??/92)  163.747  (m)          537.23   (f) ADJ UNCH    2 0
 CR0766
 CR0766.Superseded values are not recommended for survey control.
 CR0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0766.See file dsdata.txt to determine how the superseded data were derived.
 CR0766
 CR0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR631962(NAD 83)
 CR0766_MARKER: DD = SURVEY DISK
 CR0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0766_STAMPING: 16 G 1946 537
 CR0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0766+STABILITY: SURFACE MOTION
 CR0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0766+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0766
 CR0766  HISTORY     - Date     Condition        Report By
 CR0766  HISTORY     - 1946     MONUMENTED       USGS
 CR0766  HISTORY     - 1948     GOOD             NGS
 CR0766  HISTORY     - 19960420 GOOD             USPSQD
 CR0766  HISTORY     - 20040605 GOOD             USPSQD
 CR0766  HISTORY     - 20050711 GOOD             USPSQD
 CR0766
 CR0766                          STATION DESCRIPTION
 CR0766
 CR0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0766'IN CARROLL.
 CR0766'AT CARROLL, 125 YARDS (PACED) NORTHEAST OF THE NORTHEAST CORNER OF THE
 CR0766'DOVER BAPTIST CHURCH, 87.0 FEET NORTH NORTHEAST OF A 36-INCH OAK TREE,
 CR0766'40.0 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 110, 24.8 FEET
 CR0766'NORTH OF TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, 0.9 FOOT
 CR0766'NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 CR0766'PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CR0766
 CR0766                          STATION RECOVERY (1996)
 CR0766
 CR0766'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0766'RECOVERED IN GOOD CONDITION.
 CR0766
 CR0766                          STATION RECOVERY (2004)
 CR0766
 CR0766'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0766'RECOVERED IN GOOD CONDITION.
 CR0766
 CR0766                          STATION RECOVERY (2005)
 CR0766
 CR0766'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2238 ***********************************************************************
 AW2238  DESIGNATION -  16 M USGS
 AW2238  PID         -  AW2238
 AW2238  STATE/COUNTY-  TX/FORT BEND
 AW2238  USGS QUAD   -  CLODINE (1995)
 AW2238
 AW2238                         *CURRENT SURVEY CONTROL
 AW2238  ___________________________________________________________________
 AW2238* NAD 83(1986)-  29 42 12.     (N)    095 44 17.     (W)     SCALED    
 AW2238* NAVD 88     -        29.94   (+/-2cm)      98.2    (feet)  VERTCON   
 AW2238  ___________________________________________________________________
 AW2238  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW2238
 AW2238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2238
 AW2238.The horizontal coordinates were scaled from a topographic map and have
 AW2238.an estimated accuracy of +/- 6 seconds.
 AW2238
 AW2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2238.The vertical order pertains to the NGVD 29 superseded value.
 AW2238
 AW2238.The geoid height was determined by GEOID03.
 AW2238
 AW2238;                    North         East    Units  Estimated Accuracy
 AW2238;SPC TXSC     - 4,211,650.      915,590.      MT  (+/- 180 meters Scaled)
 AW2238
 AW2238                          SUPERSEDED SURVEY CONTROL
 AW2238
 AW2238  NGVD 29 (??/??/92)   29.932  (m)           98.20   (f) ADJ UNCH    2 0
 AW2238
 AW2238.Superseded values are not recommended for survey control.
 AW2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2238.See file dsdata.txt to determine how the superseded data were derived.
 AW2238
 AW2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN350890(NAD 83)
 AW2238_MARKER: DD = SURVEY DISK
 AW2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2238_STAMPING: 16 M 1934
 AW2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2238+STABILITY: SURFACE MOTION
 AW2238
 AW2238  HISTORY     - Date     Condition        Report By
 AW2238  HISTORY     - 1934     MONUMENTED       USGS
 AW2238  HISTORY     - 1943     GOOD             NGS
 AW2238  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW2238  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2238  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2238  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2238  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2238  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2238
 AW2238                          STATION DESCRIPTION
 AW2238
 AW2238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2238'3.05 MI W FROM CLODINE.
 AW2238'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2238'STATION AT CLODINE-- PROCEED 3.05 MILES WESTERLY ALONG THE RAILROAD TO
 AW2238'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE EAST OF MILEPOST 24,
 AW2238'42.5 SOUTH OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE OF ROAD, AND
 AW2238'45.0 FEET NORTH OF AND ABOUT 4.5 FEET BELOW THE NORTH RAIL OF TRACK.
 AW2238'IT IS 41.5 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE ROAD CULVERT,
 AW2238'2.7 FEET NORTH OF A TELEPHONE POLE, AND 3.0 FEET EAST OF A 4X4-INCH
 AW2238'WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.  A USGS DISK, STAMPED
 AW2238'16 M 1934 AND SET IN THE TOP OF A CONCRETE POST.
 AW2238
 AW2238                          STATION RECOVERY (1970)
 AW2238
 AW2238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW2238'MARK NOT FOUND.
 AW2238
 AW2238                          STATION RECOVERY (1978)
 AW2238
 AW2238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2238'NOT RECOVERED.  NOTE=THE DITCH HAS BEEN WIDENED AT DESCRIBED
 AW2238'LOCATION.
 AW2238
 AW2238                          STATION RECOVERY (1987)
 AW2238
 AW2238'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW2238'MARK NOT FOUND.
 AW2238
 AW2238                          STATION RECOVERY (1994)
 AW2238
 AW2238'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2238'MARK NOT FOUND.
 AW2238
 AW2238                          STATION RECOVERY (1998)
 AW2238
 AW2238'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2238'MARK NOT FOUND.
 AW2238
 AW2238                          STATION RECOVERY (2004)
 AW2238
 AW2238'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1429 ***********************************************************************
 DM1429  DESIGNATION -  16 S USGS 1951
 DM1429  PID         -  DM1429
 DM1429  STATE/COUNTY-  TX/LAMAR
 DM1429  USGS QUAD   -  PARIS (1984)
 DM1429
 DM1429                         *CURRENT SURVEY CONTROL
 DM1429  ___________________________________________________________________
 DM1429* NAD 83(1993)-  33 39 39.83030(N)    095 36 56.47364(W)     ADJUSTED  
 DM1429* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 DM1429  ___________________________________________________________________
 DM1429  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DM1429  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM1429
 DM1429  HORZ ORDER  -  SECOND
 DM1429
 DM1429.The horizontal coordinates were established by classical geodetic methods
 DM1429.and adjusted by the National Geodetic Survey in February 1996..
 DM1429
 DM1429.The orthometric height was scaled from a topographic map.
 DM1429
 DM1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1429
 DM1429.The geoid height was determined by GEOID03.
 DM1429
 DM1429;                    North         East     Units Scale Factor Converg.
 DM1429;SPC TXNC     - 2,224,835.643   867,467.690   MT  0.99992906   +1 34 23.1
 DM1429;SPC TXNC     - 7,299,314.94  2,846,016.91   sFT  0.99992906   +1 34 23.1
 DM1429;UTM  15      - 3,727,646.387   257,459.091   MT  1.00032528   -1 27 01.9
 DM1429
 DM1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1429!SPC TXNC     -   0.99997676  x   0.99992906  =   0.99990582
 DM1429!UTM  15      -   0.99997676  x   1.00032528  =   1.00030203
 DM1429
 DM1429                          SUPERSEDED SURVEY CONTROL
 DM1429
 DM1429  NAD 83(1993)-  33 39 39.83130(N)    095 36 56.47263(W) AD(       ) 2
 DM1429  NAD 83(1986)-  33 39 39.83697(N)    095 36 56.46269(W) AD(       ) 2
 DM1429  NAD 27      -  33 39 39.46200(N)    095 36 55.60600(W) AD(       ) 2
 DM1429
 DM1429.Superseded values are not recommended for survey control.
 DM1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1429.See file dsdata.txt to determine how the superseded data were derived.
 DM1429
 DM1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5745927646(NAD 83)
 DM1429_MARKER: DH = HORIZONTAL CONTROL DISK
 DM1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1429+STABILITY: SURFACE MOTION
 DM1429
 DM1429  HISTORY     - Date     Condition        Report By
 DM1429  HISTORY     - 1951     MONUMENTED       USGS
 DM1429  HISTORY     - 19950608 GOOD             USPSQD
 DM1429
 DM1429                          STATION DESCRIPTION
 DM1429
 DM1429'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (JCT)
 DM1429'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF THE CENTER OF
 DM1429'PARIS ALONG THE RIGHT OF WAY OF U.S. HIGHWAY 82.  STATION
 DM1429'IS 62 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 21 FEET WEST
 DM1429'OF THE APPROXIMATE CENTERLINE OF DRIVEWAY AND 3 FEET NORTHEAST
 DM1429'OF FENCE CORNER.  THE MARK IS A 1 FOOT SQUARE CONCRETE POST WITH
 DM1429'STANDARD DISK, PROJECTS ABOUT 1 FOOT AND IS STAMPED 16 S 1946.
 DM1429'
 DM1429'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1429'MORRIS AND THE DISTANCE IS 16.996 METERS (55.76 FEET) SOUTH
 DM1429'SOUTHWEST FROM STATION.
 DM1429'
 DM1429'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN PARIS
 DM1429'GO WEST ON U.S. HIGHWAY 82 FOR 3.45 MILES TO DRIVEWAY AND
 DM1429'STATION ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 DM1429
 DM1429                          STATION RECOVERY (1995)
 DM1429
 DM1429'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1488 ***********************************************************************
 AJ1488  DESIGNATION -  16 WR
 AJ1488  PID         -  AJ1488
 AJ1488  STATE/COUNTY-  TX/WEBB
 AJ1488  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1488
 AJ1488                         *CURRENT SURVEY CONTROL
 AJ1488  ___________________________________________________________________
 AJ1488* NAD 83(1986)-  27 56 44.     (N)    099 33 47.     (W)     SCALED    
 AJ1488* NAVD 88     -       222.81   (+/-2cm)     731.0    (feet)  VERTCON   
 AJ1488  ___________________________________________________________________
 AJ1488  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AJ1488
 AJ1488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1488
 AJ1488.The horizontal coordinates were scaled from a topographic map and have
 AJ1488.an estimated accuracy of +/- 6 seconds.
 AJ1488
 AJ1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1488.The vertical order pertains to the NGVD 29 superseded value.
 AJ1488
 AJ1488.The geoid height was determined by GEOID03.
 AJ1488
 AJ1488;                    North         East    Units  Estimated Accuracy
 AJ1488;SPC TX S     - 5,252,930.      195,380.      MT  (+/- 180 meters Scaled)
 AJ1488
 AJ1488                          SUPERSEDED SURVEY CONTROL
 AJ1488
 AJ1488  NGVD 29 (??/??/92)  222.78   (m)          730.9    (f) COMPUTED    2 0
 AJ1488
 AJ1488.Superseded values are not recommended for survey control.
 AJ1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1488.See file dsdata.txt to determine how the superseded data were derived.
 AJ1488
 AJ1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR446912(NAD 83)
 AJ1488_MARKER: DB = BENCH MARK DISK
 AJ1488_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1488_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1488_STAMPING: 16 WR 731 1964
 AJ1488_MARK LOGO: USGS  
 AJ1488_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1488
 AJ1488  HISTORY     - Date     Condition        Report By
 AJ1488  HISTORY     - 1964     MONUMENTED       USGS
 AJ1488
 AJ1488                          STATION DESCRIPTION
 AJ1488
 AJ1488'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1488'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 20.6 MILES NORTHWEST
 AJ1488'ALONG TEXAS FARM ROAD 1472, THENCE 20.6 MILES NORTH-NORTHEAST ALONG
 AJ1488'THE LA MESA AND SPOHN RANCH ROAD TO A Y-ROAD SOUTHEAST TO SPOHN
 AJ1488'RANCH, THENCE 8.5 MILES SOUTHEAST, 3.7 MILES EAST OF SPOHN RANCH, 3.4
 AJ1488'MILES WEST OF THE INTERSECTION OF U S HIGHWAY 83 AND SPOHN RANCH
 AJ1488'ROAD, 83 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AT A T-ROAD
 AJ1488'SOUTH, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0770 ***********************************************************************
 CE0770  DESIGNATION -  16 X
 CE0770  PID         -  CE0770
 CE0770  STATE/COUNTY-  TX/EL PASO
 CE0770  USGS QUAD   -  YSLETA (1994)
 CE0770
 CE0770                         *CURRENT SURVEY CONTROL
 CE0770  ___________________________________________________________________
 CE0770* NAD 83(1986)-  31 40 46.     (N)    106 20 27.     (W)     SCALED    
 CE0770* NAVD 88     -      1121.051  (meters)    3677.98   (feet)  ADJUSTED  
 CE0770  ___________________________________________________________________
 CE0770  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CE0770  DYNAMIC HT  -        1119.340 (meters)    3672.37  (feet)  COMP
 CE0770  MODELED GRAV-     979,075.9   (mgal)                       NAVD 88
 CE0770
 CE0770  VERT ORDER  -  FIRST     CLASS I
 CE0770
 CE0770.The horizontal coordinates were scaled from a topographic map and have
 CE0770.an estimated accuracy of +/- 6 seconds.
 CE0770
 CE0770.The orthometric height was determined by differential leveling
 CE0770.and adjusted by the National Geodetic Survey in November 1996..
 CE0770
 CE0770.The geoid height was determined by GEOID03.
 CE0770
 CE0770.The dynamic height is computed by dividing the NAVD 88
 CE0770.geopotential number by the normal gravity value computed on the
 CE0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0770.degrees latitude (g = 980.6199 gals.).
 CE0770
 CE0770.The modeled gravity was interpolated from observed gravity values.
 CE0770
 CE0770;                    North         East    Units  Estimated Accuracy
 CE0770;SPC TX C     - 3,238,510.      130,670.      MT  (+/- 180 meters Scaled)
 CE0770
 CE0770                          SUPERSEDED SURVEY CONTROL
 CE0770
 CE0770.No superseded survey control is available for this station.
 CE0770
 CE0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR729056(NAD 83)
 CE0770_MARKER: DU = BOUNDARY MARKER
 CE0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0770_SP_SET: CONCRETE POST
 CE0770_MARK LOGO: IBWC  
 CE0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0770+STABILITY: SURFACE MOTION
 CE0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0770+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0770
 CE0770  HISTORY     - Date     Condition        Report By
 CE0770  HISTORY     - UNK      MONUMENTED       IBWC
 CE0770  HISTORY     - 19930112 GOOD             NGS
 CE0770
 CE0770                          STATION DESCRIPTION
 CE0770
 CE0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0770'19.1 KM (11.85 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0770'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0770'EL PASO, 2.6 M (8.5 FT) EAST OF THE ROAD CENTER, 1.8 M (5.9 FT) WEST
 CE0770'OF A WOOD POST WITH A WITNESS SIGN ATTACHED, 1.8 M (5.9 FT) WEST OF A
 CE0770'METAL PIPE STAMPED POT 219+19.59, AND THE MONUMENT IS RECESSED 0.2 M
 CE0770'(0.7 FT) BELOW THE ROAD SURFACE.  NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0088 ***********************************************************************
 CR0088  DESIGNATION -  160
 CR0088  PID         -  CR0088
 CR0088  STATE/COUNTY-  TX/PANOLA
 CR0088  USGS QUAD   -  GARY (1983)
 CR0088
 CR0088                         *CURRENT SURVEY CONTROL
 CR0088  ___________________________________________________________________
 CR0088* NAD 83(1986)-  32 01 02.     (N)    094 20 59.     (W)     SCALED    
 CR0088* NAVD 88     -        87.46   (+/-2cm)     286.9    (feet)  VERTCON   
 CR0088  ___________________________________________________________________
 CR0088  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0088
 CR0088  VERT ORDER  -  ? (See Below)
 CR0088
 CR0088.The horizontal coordinates were scaled from a topographic map and have
 CR0088.an estimated accuracy of +/- 6 seconds.
 CR0088
 CR0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0088.The vertical order pertains to the NGVD 29 superseded value.
 CR0088
 CR0088.The geoid height was determined by GEOID03.
 CR0088
 CR0088;                    North         East    Units  Estimated Accuracy
 CR0088;SPC TXNC     - 2,046,620.      992,010.      MT  (+/- 180 meters Scaled)
 CR0088
 CR0088                          SUPERSEDED SURVEY CONTROL
 CR0088
 CR0088  NGVD 29 (??/??/92)   87.488  (m)          287.03   (f) ADJ UNCH    ?  
 CR0088
 CR0088.Superseded values are not recommended for survey control.
 CR0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0088.See file dsdata.txt to determine how the superseded data were derived.
 CR0088
 CR0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR725431(NAD 83)
 CR0088_MARKER: Z = SEE DESCRIPTION
 CR0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0088_SP_SET: RAIL
 CR0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0088
 CR0088  HISTORY     - Date     Condition        Report By
 CR0088  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0088  HISTORY     - 1934     GOOD             NGS
 CR0088
 CR0088                          STATION DESCRIPTION
 CR0088
 CR0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0088'1.4 MI SE FROM GARY.
 CR0088'1.4 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0088'GARY, PANOLA COUNTY, AND NEAR MILEPOST 160.  THE TOP OF A VERTICAL
 CR0088'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0089 ***********************************************************************
 CR0089  DESIGNATION -  161
 CR0089  PID         -  CR0089
 CR0089  STATE/COUNTY-  TX/PANOLA
 CR0089  USGS QUAD   -  GARY (1983)
 CR0089
 CR0089                         *CURRENT SURVEY CONTROL
 CR0089  ___________________________________________________________________
 CR0089* NAD 83(1986)-  32 01 34.     (N)    094 21 51.     (W)     SCALED    
 CR0089* NAVD 88     -        92.30   (+/-2cm)     302.8    (feet)  VERTCON   
 CR0089  ___________________________________________________________________
 CR0089  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR0089
 CR0089  VERT ORDER  -  ? (See Below)
 CR0089
 CR0089.The horizontal coordinates were scaled from a topographic map and have
 CR0089.an estimated accuracy of +/- 6 seconds.
 CR0089
 CR0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0089.The vertical order pertains to the NGVD 29 superseded value.
 CR0089
 CR0089.The geoid height was determined by GEOID03.
 CR0089
 CR0089;                    North         East    Units  Estimated Accuracy
 CR0089;SPC TXNC     - 2,047,550.      990,610.      MT  (+/- 180 meters Scaled)
 CR0089
 CR0089                          SUPERSEDED SURVEY CONTROL
 CR0089
 CR0089  NGVD 29 (??/??/92)   92.332  (m)          302.93   (f) ADJ UNCH    ?  
 CR0089
 CR0089.Superseded values are not recommended for survey control.
 CR0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0089.See file dsdata.txt to determine how the superseded data were derived.
 CR0089
 CR0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR711441(NAD 83)
 CR0089_MARKER: Z = SEE DESCRIPTION
 CR0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0089_SP_SET: RAIL
 CR0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0089
 CR0089  HISTORY     - Date     Condition        Report By
 CR0089  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0089  HISTORY     - 1934     GOOD             NGS
 CR0089
 CR0089                          STATION DESCRIPTION
 CR0089
 CR0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0089'0.4 MI SE FROM GARY.
 CR0089'0.4 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0089'GARY, PANOLA COUNTY, AND NEAR MILEPOST 161.  THE TOP OF A VERTICAL
 CR0089'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0091 ***********************************************************************
 CR0091  DESIGNATION -  162
 CR0091  PID         -  CR0091
 CR0091  STATE/COUNTY-  TX/PANOLA
 CR0091  USGS QUAD   -  GARY (1983)
 CR0091
 CR0091                         *CURRENT SURVEY CONTROL
 CR0091  ___________________________________________________________________
 CR0091* NAD 83(1986)-  32 02 03.     (N)    094 22 30.     (W)     SCALED    
 CR0091* NAVD 88     -        87.69   (+/-2cm)     287.7    (feet)  VERTCON   
 CR0091  ___________________________________________________________________
 CR0091  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0091
 CR0091  VERT ORDER  -  ? (See Below)
 CR0091
 CR0091.The horizontal coordinates were scaled from a topographic map and have
 CR0091.an estimated accuracy of +/- 6 seconds.
 CR0091
 CR0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0091.The vertical order pertains to the NGVD 29 superseded value.
 CR0091
 CR0091.The geoid height was determined by GEOID03.
 CR0091
 CR0091;                    North         East    Units  Estimated Accuracy
 CR0091;SPC TXNC     - 2,048,400.      989,550.      MT  (+/- 180 meters Scaled)
 CR0091
 CR0091                          SUPERSEDED SURVEY CONTROL
 CR0091
 CR0091  NGVD 29 (??/??/92)   87.717  (m)          287.78   (f) ADJ UNCH    ?  
 CR0091
 CR0091.Superseded values are not recommended for survey control.
 CR0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0091.See file dsdata.txt to determine how the superseded data were derived.
 CR0091
 CR0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR701450(NAD 83)
 CR0091_MARKER: Z = SEE DESCRIPTION
 CR0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0091_SP_SET: RAIL
 CR0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0091
 CR0091  HISTORY     - Date     Condition        Report By
 CR0091  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0091  HISTORY     - 1934     GOOD             NGS
 CR0091  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CR0091
 CR0091                          STATION DESCRIPTION
 CR0091
 CR0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0091'0.6 MI N FROM GARY.
 CR0091'0.6 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0091'GARY, PANOLA COUNTY, AND NEAR MILEPOST 162.  THE TOP OF A VERTICAL
 CR0091'RAIL.
 CR0091
 CR0091                          STATION RECOVERY (1990)
 CR0091
 CR0091'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CR0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0291 ***********************************************************************
 EM0291  DESIGNATION -  162
 EM0291  PID         -  EM0291
 EM0291  STATE/COUNTY-  TX/WILBARGER
 EM0291  USGS QUAD   -  VERNON (1983)
 EM0291
 EM0291                         *CURRENT SURVEY CONTROL
 EM0291  ___________________________________________________________________
 EM0291* NAD 83(1986)-  34 09 24.     (N)    099 15 39.     (W)     SCALED    
 EM0291* NAVD 88     -       359.741  (meters)    1180.25   (feet)  ADJUSTED  
 EM0291  ___________________________________________________________________
 EM0291  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 EM0291  DYNAMIC HT  -         359.337 (meters)    1178.92  (feet)  COMP
 EM0291  MODELED GRAV-     979,503.5   (mgal)                       NAVD 88
 EM0291
 EM0291  VERT ORDER  -  FIRST     CLASS II
 EM0291
 EM0291.The horizontal coordinates were scaled from a topographic map and have
 EM0291.an estimated accuracy of +/- 6 seconds.
 EM0291
 EM0291.The orthometric height was determined by differential leveling
 EM0291.and adjusted by the National Geodetic Survey in June 1991..
 EM0291
 EM0291.The geoid height was determined by GEOID03.
 EM0291
 EM0291.The dynamic height is computed by dividing the NAVD 88
 EM0291.geopotential number by the normal gravity value computed on the
 EM0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0291.degrees latitude (g = 980.6199 gals.).
 EM0291
 EM0291.The modeled gravity was interpolated from observed gravity values.
 EM0291
 EM0291;                    North         East    Units  Estimated Accuracy
 EM0291;SPC TXNC     - 2,276,390.      529,840.      MT  (+/- 180 meters Scaled)
 EM0291
 EM0291                          SUPERSEDED SURVEY CONTROL
 EM0291
 EM0291  NGVD 29 (??/??/92)  359.609  (m)         1179.82   (f) ADJ UNCH    1 2
 EM0291
 EM0291.Superseded values are not recommended for survey control.
 EM0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0291.See file dsdata.txt to determine how the superseded data were derived.
 EM0291
 EM0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC759795(NAD 83)
 EM0291_MARKER: Z = SEE DESCRIPTION
 EM0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0291_SP_SET: MILEPOST
 EM0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0291
 EM0291  HISTORY     - Date     Condition        Report By
 EM0291  HISTORY     - UNK      MONUMENTED       BNRR
 EM0291  HISTORY     - 1957     GOOD             NGS
 EM0291
 EM0291                          STATION DESCRIPTION
 EM0291
 EM0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0291'1.4 MI E FROM VERNON.
 EM0291'1.4 MILES EAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0291'VERNON, WILBARGER COUNTY, AND ON THE TOP OF MILEPOST 162.  THE FLAT
 EM0291'TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0671 ***********************************************************************
 CA0671  DESIGNATION -  1623.53
 CA0671  PID         -  CA0671
 CA0671  STATE/COUNTY-  TX/RUNNELS
 CA0671  USGS QUAD   -  BALLINGER (1967)
 CA0671
 CA0671                         *CURRENT SURVEY CONTROL
 CA0671  ___________________________________________________________________
 CA0671* NAD 83(1986)-  31 44 38.     (N)    099 56 23.     (W)     SCALED    
 CA0671* NAVD 88     -       495.121  (meters)    1624.41   (feet)  ADJUSTED  
 CA0671  ___________________________________________________________________
 CA0671  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CA0671  DYNAMIC HT  -         494.466 (meters)    1622.26  (feet)  COMP
 CA0671  MODELED GRAV-     979,301.2   (mgal)                       NAVD 88
 CA0671
 CA0671  VERT ORDER  -  SECOND    CLASS 0
 CA0671
 CA0671.The horizontal coordinates were scaled from a topographic map and have
 CA0671.an estimated accuracy of +/- 6 seconds.
 CA0671
 CA0671.The orthometric height was determined by differential leveling
 CA0671.and adjusted by the National Geodetic Survey in June 1991..
 CA0671
 CA0671.The geoid height was determined by GEOID03.
 CA0671
 CA0671.The dynamic height is computed by dividing the NAVD 88
 CA0671.geopotential number by the normal gravity value computed on the
 CA0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0671.degrees latitude (g = 980.6199 gals.).
 CA0671
 CA0671.The modeled gravity was interpolated from observed gravity values.
 CA0671
 CA0671;                    North         East    Units  Estimated Accuracy
 CA0671;SPC TX C     - 3,230,340.      737,300.      MT  (+/- 180 meters Scaled)
 CA0671
 CA0671                          SUPERSEDED SURVEY CONTROL
 CA0671
 CA0671  NGVD 29 (??/??/92)  495.016  (m)         1624.07   (f) ADJ UNCH    2 0
 CA0671
 CA0671.Superseded values are not recommended for survey control.
 CA0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0671.See file dsdata.txt to determine how the superseded data were derived.
 CA0671
 CA0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA109124(NAD 83)
 CA0671_MARKER: Z = SEE DESCRIPTION
 CA0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0671_SP_SET: PIER
 CA0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0671
 CA0671  HISTORY     - Date     Condition        Report By
 CA0671  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0671  HISTORY     - 1935     GOOD             NGS
 CA0671
 CA0671                          STATION DESCRIPTION
 CA0671
 CA0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0671'0.6 MI E FROM BALLINGER.
 CA0671'0.6 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0671'STATION AT BALLINGER, RUNNELS COUNTY, AT MILE ZONE 36+1835, AT STATION
 CA0671'1919+15, AT BRIDGE 36 A, AND IN THE TOP OF THE RIGHT SIDE OF THE EAST
 CA0671'PIER.  THE TOP OF A RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0614 ***********************************************************************
 AW0614  DESIGNATION -  162+87.6
 AW0614  PID         -  AW0614
 AW0614  STATE/COUNTY-  TX/GALVESTON
 AW0614  USGS QUAD   -  
 AW0614
 AW0614                         *CURRENT SURVEY CONTROL
 AW0614  ___________________________________________________________________
 AW0614* NAD 83(1993)-  29 14 30.88244(N)    094 52 06.74580(W)     ADJUSTED  
 AW0614* NAVD 88     -         4.556  (meters)      14.95   (feet)  ADJUSTED  
 AW0614  ___________________________________________________________________
 AW0614  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AW0614  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0614  DYNAMIC HT  -           4.550 (meters)      14.93  (feet)  COMP
 AW0614  MODELED GRAV-     979,256.2   (mgal)                       NAVD 88
 AW0614
 AW0614  HORZ ORDER  -  SECOND
 AW0614  VERT ORDER  -  FIRST     CLASS I
 AW0614
 AW0614.The horizontal coordinates were established by classical geodetic methods
 AW0614.and adjusted by the National Geodetic Survey in February 1996..
 AW0614
 AW0614.The orthometric height was determined by differential leveling
 AW0614.and adjusted by the National Geodetic Survey in June 1991..
 AW0614
 AW0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0614
 AW0614.The geoid height was determined by GEOID03.
 AW0614
 AW0614.The dynamic height is computed by dividing the NAVD 88
 AW0614.geopotential number by the normal gravity value computed on the
 AW0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0614.degrees latitude (g = 980.6199 gals.).
 AW0614
 AW0614.The modeled gravity was interpolated from observed gravity values.
 AW0614
 AW0614;                    North         East     Units Scale Factor Converg.
 AW0614;SPC TXSC     - 4,163,200.017 1,001,486.079   MT  0.99986455   +2 01 26.6
 AW0614;SPC TXSC     -13,658,765.39  3,285,708.91   sFT  0.99986455   +2 01 26.6
 AW0614;UTM  15      - 3,236,234.612   318,412.706   MT  1.00000690   -0 54 46.9
 AW0614
 AW0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0614!SPC TXSC     -   1.00000346  x   0.99986455  =   0.99986801
 AW0614!UTM  15      -   1.00000346  x   1.00000690  =   1.00001036
 AW0614
 AW0614                          SUPERSEDED SURVEY CONTROL
 AW0614
 AW0614  NAD 83(1986)-  29 14 30.89695(N)    094 52 06.72603(W) AD(       ) 2
 AW0614  NAD 27      -  29 14 30.03808(N)    094 52 06.01647(W) AD(       ) 2
 AW0614  NGVD 29 (12/23/87)    4.553  (m)           14.94   (f) ADJUSTED    1 1
 AW0614
 AW0614.Superseded values are not recommended for survey control.
 AW0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0614.See file dsdata.txt to determine how the superseded data were derived.
 AW0614
 AW0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1841336235(NAD 83)
 AW0614_MARKER: DD = SURVEY DISK
 AW0614_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0614_SP_SET: SEAWALL
 AW0614_STAMPING: 162+87.6
 AW0614_MARK LOGO: USE   
 AW0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0614+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 AW0614
 AW0614  HISTORY     - Date     Condition        Report By
 AW0614  HISTORY     - 1978     MONUMENTED       DOD
 AW0614  HISTORY     - 1964     GOOD             NGS
 AW0614  HISTORY     - 1978     GOOD             NGS
 AW0614  HISTORY     - 1982     GOOD             NOS
 AW0614  HISTORY     - 1986     GOOD             USPSQD
 AW0614  HISTORY     - 1986     GOOD             USPSQD
 AW0614  HISTORY     - 1987     GOOD             USPSQD
 AW0614  HISTORY     - 1987     GOOD             NGS
 AW0614  HISTORY     - 1988     GOOD             USPSQD
 AW0614  HISTORY     - 1988     GOOD             USPSQD
 AW0614  HISTORY     - 1988     GOOD             USPSQD
 AW0614  HISTORY     - 1988     GOOD             USPSQD
 AW0614  HISTORY     - 1988     GOOD             USPSQD
 AW0614  HISTORY     - 1988     GOOD             USPSQD
 AW0614  HISTORY     - 1988     GOOD             USPSQD
 AW0614  HISTORY     - 1988     GOOD             USPSQD
 AW0614  HISTORY     - 1988     GOOD             USPSQD
 AW0614  HISTORY     - 1989     GOOD             USPSQD
 AW0614  HISTORY     - 1989     GOOD             USPSQD
 AW0614  HISTORY     - 1989     GOOD             USPSQD
 AW0614  HISTORY     - 1989     GOOD             USPSQD
 AW0614  HISTORY     - 1989     GOOD             USPSQD
 AW0614  HISTORY     - 1989     GOOD             USPSQD
 AW0614  HISTORY     - 1989     GOOD             USPSQD
 AW0614  HISTORY     - 1989     GOOD             USPSQD
 AW0614  HISTORY     - 20020720 GOOD             USPSQD
 AW0614  HISTORY     - 20040401 GOOD             USPSQD
 AW0614  HISTORY     - 20050501 GOOD             USPSQD
 AW0614
 AW0614                          STATION DESCRIPTION
 AW0614
 AW0614'DESCRIBED BY US DEPARTMENT OF DEFENSE 1978 (JRS)
 AW0614'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF GALVESTON AT
 AW0614'EXTREME SOUTHWEST END OF THE CONCRETE SEAWALL PROTECTING
 AW0614'GALVESTON.  IT IS ON PROPERTY OWNED BY THE CITY OF GALVESTON.
 AW0614'PERMISSION WAS OBTAINED FROM PETER H. EARLY, CITY ENGINEER,
 AW0614'P.O. BOX 779, GALVESTON, TEXAS 77551.
 AW0614'
 AW0614'TO REACH FROM THE JUNCTION OF STATE HIGHWAY SPUR 342 (61ST
 AW0614'STREET) AND SEAWALL BOULEVARD IN GALVESTON, TO SOUTHWEST ON
 AW0614'SEAWALL BOULEVARD FOR 2.7 MILES TO THE JUNCTION OF FARM ROAD
 AW0614'3005 ON THE RIGHT.  KEEP LEFT ON SEAWALL BOULEVARD FOR 0.3
 AW0614'MILE TO A BARRICADE AT THE END OF THE STREET AND THE STATION
 AW0614'ABOUT 115 FEET BEYOND THE BARRICADE.
 AW0614'
 AW0614'THE STATION IS A U.S. ARMY CORPS OF ENGINEERS DISK
 AW0614'STAMPED---162 + 87.6---,
 AW0614'SET INTO A DRILL HOLE IN THE TOP OF A CONCRETE SEAWALL.  IT IS
 AW0614'10 FEET NORTHEAST FROM THE SOUTHWEST END OF THE SEAWALL AND
 AW0614'1.4 FEET NORTHWEST FROM THE SOUTHEAST EDGE OF THE SEAWALL.
 AW0614'
 AW0614'THIS STATION WAS USED AS A REFERENCE MARK TO STATION
 AW0614'ROBINSON.
 AW0614
 AW0614                          STATION RECOVERY (1964)
 AW0614
 AW0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0614'6.15 MI SW FROM GALVESTON.
 AW0614'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0614'CENTER AT GALVESTON, ABOUT 0.2 MILE SOUTHWEST OF A CONCRETE CITY
 AW0614'LIMITS SIGN, AT THE SOUTHWEST END OF THE SEA WALL, 52 FEET SOUTHEAST
 AW0614'OF THE CENTER LINE OF THE BOULEVARD, 111 FEET SOUTHWEST OF A BRONZE
 AW0614'PLAQUE DATED 1958 1962, 10 FEET NORTHEAST OF THE END OF THE SEA WALL,
 AW0614'SET IN THE CENTER OF THE TOP OF THE 3-FOOT WIDE CONCRETE SEA WALL, AND
 AW0614'ABOUT LEVEL WITH THE BOULEVARD.
 AW0614
 AW0614                          STATION RECOVERY (1978)
 AW0614
 AW0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1982)
 AW0614
 AW0614'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RKM)
 AW0614'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW0614
 AW0614                          STATION RECOVERY (1986)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1986)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1986 (MM)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1987)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1987)
 AW0614
 AW0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1988)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1988)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1988)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1988)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1988)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1988)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1988)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1988)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1988)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1989)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1989)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1989)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1989)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1989)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1989)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1989)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (1989)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (2002)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (2004)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW0614'RECOVERED IN GOOD CONDITION.
 AW0614
 AW0614                          STATION RECOVERY (2005)
 AW0614
 AW0614'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AW0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0092 ***********************************************************************
 CR0092  DESIGNATION -  163
 CR0092  PID         -  CR0092
 CR0092  STATE/COUNTY-  TX/PANOLA
 CR0092  USGS QUAD   -  LAKE MURVAUL (1983)
 CR0092
 CR0092                         *CURRENT SURVEY CONTROL
 CR0092  ___________________________________________________________________
 CR0092* NAD 83(1986)-  32 02 36.     (N)    094 22 50.     (W)     SCALED    
 CR0092* NAVD 88     -        71.84   (+/-2cm)     235.7    (feet)  VERTCON   
 CR0092  ___________________________________________________________________
 CR0092  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0092
 CR0092  VERT ORDER  -  ? (See Below)
 CR0092
 CR0092.The horizontal coordinates were scaled from a topographic map and have
 CR0092.an estimated accuracy of +/- 6 seconds.
 CR0092
 CR0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0092.The vertical order pertains to the NGVD 29 superseded value.
 CR0092
 CR0092.The geoid height was determined by GEOID03.
 CR0092
 CR0092;                    North         East    Units  Estimated Accuracy
 CR0092;SPC TXNC     - 2,049,400.      988,990.      MT  (+/- 180 meters Scaled)
 CR0092
 CR0092                          SUPERSEDED SURVEY CONTROL
 CR0092
 CR0092  NGVD 29 (??/??/92)   71.871  (m)          235.80   (f) ADJ UNCH    ?  
 CR0092
 CR0092.Superseded values are not recommended for survey control.
 CR0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0092.See file dsdata.txt to determine how the superseded data were derived.
 CR0092
 CR0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR696460(NAD 83)
 CR0092_MARKER: Z = SEE DESCRIPTION
 CR0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0092_SP_SET: RAIL
 CR0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0092
 CR0092  HISTORY     - Date     Condition        Report By
 CR0092  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0092  HISTORY     - 1934     GOOD             NGS
 CR0092
 CR0092                          STATION DESCRIPTION
 CR0092
 CR0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0092'1.6 MI N FROM GARY.
 CR0092'1.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0092'GARY, PANOLA COUNTY, AND NEAR MILEPOST 163.  THE TOP OF A VERTICAL
 CR0092'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0290 ***********************************************************************
 EM0290  DESIGNATION -  163
 EM0290  PID         -  EM0290
 EM0290  STATE/COUNTY-  TX/WILBARGER
 EM0290  USGS QUAD   -  VERNON (1983)
 EM0290
 EM0290                         *CURRENT SURVEY CONTROL
 EM0290  ___________________________________________________________________
 EM0290* NAD 83(1986)-  34 09 38.     (N)    099 16 40.     (W)     SCALED    
 EM0290* NAVD 88     -       365.866  (meters)    1200.35   (feet)  ADJUSTED  
 EM0290  ___________________________________________________________________
 EM0290  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 EM0290  DYNAMIC HT  -         365.455 (meters)    1199.00  (feet)  COMP
 EM0290  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 EM0290
 EM0290  VERT ORDER  -  FIRST     CLASS II
 EM0290
 EM0290.The horizontal coordinates were scaled from a topographic map and have
 EM0290.an estimated accuracy of +/- 6 seconds.
 EM0290
 EM0290.The orthometric height was determined by differential leveling
 EM0290.and adjusted by the National Geodetic Survey in June 1991..
 EM0290
 EM0290.The geoid height was determined by GEOID03.
 EM0290
 EM0290.The dynamic height is computed by dividing the NAVD 88
 EM0290.geopotential number by the normal gravity value computed on the
 EM0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0290.degrees latitude (g = 980.6199 gals.).
 EM0290
 EM0290.The modeled gravity was interpolated from observed gravity values.
 EM0290
 EM0290;                    North         East    Units  Estimated Accuracy
 EM0290;SPC TXNC     - 2,276,830.      528,280.      MT  (+/- 180 meters Scaled)
 EM0290
 EM0290                          SUPERSEDED SURVEY CONTROL
 EM0290
 EM0290  NGVD 29 (??/??/92)  365.731  (m)         1199.90   (f) ADJ UNCH    1 2
 EM0290
 EM0290.Superseded values are not recommended for survey control.
 EM0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0290.See file dsdata.txt to determine how the superseded data were derived.
 EM0290
 EM0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC743799(NAD 83)
 EM0290_MARKER: Z = SEE DESCRIPTION
 EM0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0290_SP_SET: MILEPOST
 EM0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0290
 EM0290  HISTORY     - Date     Condition        Report By
 EM0290  HISTORY     - UNK      MONUMENTED       BNRR
 EM0290  HISTORY     - 1957     GOOD             NGS
 EM0290
 EM0290                          STATION DESCRIPTION
 EM0290
 EM0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0290'0.4 MI E FROM VERNON.
 EM0290'0.4 MILE EAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0290'VERNON, WILBARGER COUNTY, AND ON THE TOP OF CONCRETE MILEPOST 163, THE
 EM0290'FLAT TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0979 ***********************************************************************
 AW0979  DESIGNATION -  163 TXGS
 AW0979  PID         -  AW0979
 AW0979  STATE/COUNTY-  TX/HARRIS
 AW0979  USGS QUAD   -  HIGHLANDS (1995)
 AW0979
 AW0979                         *CURRENT SURVEY CONTROL
 AW0979  ___________________________________________________________________
 AW0979* NAD 83(1986)-  29 47 03.     (N)    095 00 58.     (W)     SCALED    
 AW0979* NAVD 88     -         8.77   (+/-2cm)      28.8    (feet)  VERTCON   
 AW0979  ___________________________________________________________________
 AW0979  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW0979
 AW0979  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0979
 AW0979.The horizontal coordinates were scaled from a topographic map and have
 AW0979.an estimated accuracy of +/- 6 seconds.
 AW0979
 AW0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0979.The vertical order pertains to the NGVD 29 superseded value.
 AW0979
 AW0979.The geoid height was determined by GEOID03.
 AW0979
 AW0979;                    North         East    Units  Estimated Accuracy
 AW0979;SPC TXSC     - 4,222,770.      985,100.      MT  (+/- 180 meters Scaled)
 AW0979
 AW0979                          SUPERSEDED SURVEY CONTROL
 AW0979
 AW0979  NGVD 29 (??/??/92)    8.767  (m)           28.76   (f) ADJ UNCH    1 2
 AW0979
 AW0979.Superseded values are not recommended for survey control.
 AW0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0979.See file dsdata.txt to determine how the superseded data were derived.
 AW0979
 AW0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN051965(NAD 83)
 AW0979_MARKER: DB = BENCH MARK DISK
 AW0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0979_STAMPING: 163
 AW0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0979+STABILITY: SURFACE MOTION
 AW0979
 AW0979  HISTORY     - Date     Condition        Report By
 AW0979  HISTORY     - 1954     MONUMENTED       TXGS
 AW0979  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0979  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0979  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW0979
 AW0979                          STATION DESCRIPTION
 AW0979
 AW0979'DESCRIBED BY TEXAS GEODETIC SURVEY 1954
 AW0979'4.5 MI SE FROM HIGHLANDS.
 AW0979'1.9 MILES SOUTH ALONG AN OILED ROAD FROM THE POST OFFICE AT HIGHLANDS,
 AW0979'THENCE 2.6 MILES EAST ALONG THE LYNCHBURG AND CEDAR BAYOU ROAD, AT A
 AW0979'RAILROAD CROSSING, 82.5 FEET EAST OF THE EAST RAIL, 34.5 FEET EAST OF
 AW0979'THE CENTER LINE OF WADE ROAD, 45 FEET SOUTH OF THE CENTER LINE OF THE
 AW0979'LYNCHBURG AND CEDAR BAYOU ROAD, 12.8 FEET SOUTHEAST OF A POWER POLE,
 AW0979'0.5 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AW0979'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AW0979
 AW0979                          STATION RECOVERY (1964)
 AW0979
 AW0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0979'MARK NOT FOUND.
 AW0979
 AW0979                          STATION RECOVERY (1978)
 AW0979
 AW0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0979'NOT RECOVERED.
 AW0979
 AW0979                          STATION RECOVERY (1994)
 AW0979
 AW0979'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0033 ***********************************************************************
 AZ0033  DESIGNATION -  1632.37
 AZ0033  PID         -  AZ0033
 AZ0033  STATE/COUNTY-  TX/EDWARDS
 AZ0033  USGS QUAD   -  VANCE (1973)
 AZ0033
 AZ0033                         *CURRENT SURVEY CONTROL
 AZ0033  ___________________________________________________________________
 AZ0033* NAD 83(1986)-  29 45 46.     (N)    100 04 55.     (W)     SCALED    
 AZ0033* NAVD 88     -       497.570  (meters)    1632.44   (feet)  ADJUSTED  
 AZ0033  ___________________________________________________________________
 AZ0033  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 AZ0033  DYNAMIC HT  -         496.833 (meters)    1630.03  (feet)  COMP
 AZ0033  MODELED GRAV-     979,144.9   (mgal)                       NAVD 88
 AZ0033
 AZ0033  VERT ORDER  -  SECOND    CLASS 0
 AZ0033
 AZ0033.The horizontal coordinates were scaled from a topographic map and have
 AZ0033.an estimated accuracy of +/- 6 seconds.
 AZ0033
 AZ0033.The orthometric height was determined by differential leveling
 AZ0033.and adjusted by the National Geodetic Survey in June 1991..
 AZ0033
 AZ0033.The geoid height was determined by GEOID03.
 AZ0033
 AZ0033.The dynamic height is computed by dividing the NAVD 88
 AZ0033.geopotential number by the normal gravity value computed on the
 AZ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0033.degrees latitude (g = 980.6199 gals.).
 AZ0033
 AZ0033.The modeled gravity was interpolated from observed gravity values.
 AZ0033
 AZ0033;                    North         East    Units  Estimated Accuracy
 AZ0033;SPC TXSC     - 4,214,320.      495,370.      MT  (+/- 180 meters Scaled)
 AZ0033
 AZ0033                          SUPERSEDED SURVEY CONTROL
 AZ0033
 AZ0033  NGVD 29 (??/??/92)  497.501  (m)         1632.22   (f) ADJ UNCH    2 0
 AZ0033
 AZ0033.Superseded values are not recommended for survey control.
 AZ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0033.See file dsdata.txt to determine how the superseded data were derived.
 AZ0033
 AZ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT953929(NAD 83)
 AZ0033_MARKER: Q = CHISELED SQUARE
 AZ0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0033_SP_SET: CULVERT
 AZ0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0033
 AZ0033  HISTORY     - Date     Condition        Report By
 AZ0033  HISTORY     - UNK      MONUMENTED       USGS
 AZ0033  HISTORY     - 1939     GOOD             NGS
 AZ0033
 AZ0033                          STATION DESCRIPTION
 AZ0033
 AZ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 AZ0033'8.8 MI NW FROM CAMP WOOD.
 AZ0033'IN EDWARDS COUNTY, 8.8 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE
 AZ0033'UVALDE AND NORTHERN RAILWAY STATION AT CAMP WOOD, REAL COUNTY, EAST OF
 AZ0033'A T-ROAD LEADING SOUTH, AT A CONCRETE CULVERT, ON THE CENTER OF THE
 AZ0033'TOP OF THE PARAPET, AND AT THE NORTH EDGE OF THE HIGHWAY.  A CHISELED
 AZ0033'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0138 ***********************************************************************
 EN0138  DESIGNATION -  1634+00
 EN0138  PID         -  EN0138
 EN0138  STATE/COUNTY-  TX/HALL
 EN0138  USGS QUAD   -  TURKEY (1981)
 EN0138
 EN0138                         *CURRENT SURVEY CONTROL
 EN0138  ___________________________________________________________________
 EN0138* NAD 83(1986)-  34 24 30.     (N)    100 53 39.     (W)     SCALED    
 EN0138* NAVD 88     -       722.466  (meters)    2370.29   (feet)  ADJUSTED  
 EN0138  ___________________________________________________________________
 EN0138  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EN0138  DYNAMIC HT  -         721.611 (meters)    2367.49  (feet)  COMP
 EN0138  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 EN0138
 EN0138  VERT ORDER  -  FIRST     CLASS II
 EN0138
 EN0138.The horizontal coordinates were scaled from a topographic map and have
 EN0138.an estimated accuracy of +/- 6 seconds.
 EN0138
 EN0138.The orthometric height was determined by differential leveling
 EN0138.and adjusted by the National Geodetic Survey in June 1991..
 EN0138
 EN0138.The geoid height was determined by GEOID03.
 EN0138
 EN0138.The dynamic height is computed by dividing the NAVD 88
 EN0138.geopotential number by the normal gravity value computed on the
 EN0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0138.degrees latitude (g = 980.6199 gals.).
 EN0138
 EN0138.The modeled gravity was interpolated from observed gravity values.
 EN0138
 EN0138;                    North         East    Units  Estimated Accuracy
 EN0138;SPC TX N     - 1,045,470.      255,700.      MT  (+/- 180 meters Scaled)
 EN0138
 EN0138                          SUPERSEDED SURVEY CONTROL
 EN0138
 EN0138  NGVD 29 (??/??/92)  722.159  (m)         2369.28   (f) ADJ UNCH    1 2
 EN0138
 EN0138.Superseded values are not recommended for survey control.
 EN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0138.See file dsdata.txt to determine how the superseded data were derived.
 EN0138
 EN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD259090(NAD 83)
 EN0138_MARKER: Z = SEE DESCRIPTION
 EN0138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0138_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0138
 EN0138  HISTORY     - Date     Condition        Report By
 EN0138  HISTORY     - UNK      MONUMENTED       BNRR
 EN0138  HISTORY     - 1933     GOOD             NGS
 EN0138  HISTORY     - 1934     GOOD             NGS
 EN0138
 EN0138                          STATION DESCRIPTION
 EN0138
 EN0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0138'0.9 MI NE FROM TURKEY.
 EN0138'0.9 MILE NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0138'THE STATION AT TURKEY, HALL COUNTY, AT STATION 1634+00 (MILEAGE
 EN0138'267.99), ABOUT 35 YARDS EAST OF SIGN P 267.99, ABOUT  16 YARDS
 EN0138'NORTHEAST OF THE TRACK, AND 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY
 EN0138'FENCE.  THE TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 8 INCHES
 EN0138'ABOVE GROUND.
 EN0138
 EN0138                          STATION RECOVERY (1934)
 EN0138
 EN0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0094 ***********************************************************************
 CR0094  DESIGNATION -  164
 CR0094  PID         -  CR0094
 CR0094  STATE/COUNTY-  TX/PANOLA
 CR0094  USGS QUAD   -  LAKE MURVAUL (1983)
 CR0094
 CR0094                         *CURRENT SURVEY CONTROL
 CR0094  ___________________________________________________________________
 CR0094* NAD 83(1986)-  32 03 35.     (N)    094 22 58.     (W)     SCALED    
 CR0094* NAVD 88     -        83.37   (+/-2cm)     273.5    (feet)  VERTCON   
 CR0094  ___________________________________________________________________
 CR0094  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR0094
 CR0094  VERT ORDER  -  ? (See Below)
 CR0094
 CR0094.The horizontal coordinates were scaled from a topographic map and have
 CR0094.an estimated accuracy of +/- 6 seconds.
 CR0094
 CR0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0094.The vertical order pertains to the NGVD 29 superseded value.
 CR0094
 CR0094.The geoid height was determined by GEOID03.
 CR0094
 CR0094;                    North         East    Units  Estimated Accuracy
 CR0094;SPC TXNC     - 2,051,210.      988,710.      MT  (+/- 180 meters Scaled)
 CR0094
 CR0094                          SUPERSEDED SURVEY CONTROL
 CR0094
 CR0094  NGVD 29 (??/??/92)   83.406  (m)          273.64   (f) ADJ UNCH    ?  
 CR0094
 CR0094.Superseded values are not recommended for survey control.
 CR0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0094.See file dsdata.txt to determine how the superseded data were derived.
 CR0094
 CR0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR694478(NAD 83)
 CR0094_MARKER: Z = SEE DESCRIPTION
 CR0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0094_SP_SET: RAIL
 CR0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0094
 CR0094  HISTORY     - Date     Condition        Report By
 CR0094  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0094  HISTORY     - 1934     GOOD             NGS
 CR0094  HISTORY     - 1943     GOOD             NGS
 CR0094
 CR0094                          STATION DESCRIPTION
 CR0094
 CR0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0094'2.6 MI N FROM GARY.
 CR0094'2.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0094'GARY, PANOLA COUNTY, 30 FEET SOUTH OF A COUNTY-ROAD CROSSING, 5 FEET
 CR0094'EAST OF THE TRACK, AND NEAR MILEPOST 164.  THE TOP OF A VERTICAL RAIL.
 CR0094'NOTE-- BM IS ALSO 5 FT. E OF THE TRACK AND 30 FT. S OF A.
 CR0094
 CR0094                          STATION RECOVERY (1943)
 CR0094
 CR0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CR0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0286 ***********************************************************************
 EM0286  DESIGNATION -  164.15
 EM0286  PID         -  EM0286
 EM0286  STATE/COUNTY-  TX/WILBARGER
 EM0286  USGS QUAD   -  VERNON (1983)
 EM0286
 EM0286                         *CURRENT SURVEY CONTROL
 EM0286  ___________________________________________________________________
 EM0286* NAD 83(1986)-  34 09 55.     (N)    099 17 49.     (W)     SCALED    
 EM0286* NAVD 88     -       366.461  (meters)    1202.30   (feet)  ADJUSTED  
 EM0286  ___________________________________________________________________
 EM0286  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 EM0286  DYNAMIC HT  -         366.050 (meters)    1200.95  (feet)  COMP
 EM0286  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 EM0286
 EM0286  VERT ORDER  -  FIRST     CLASS II
 EM0286
 EM0286.The horizontal coordinates were scaled from a topographic map and have
 EM0286.an estimated accuracy of +/- 6 seconds.
 EM0286
 EM0286.The orthometric height was determined by differential leveling
 EM0286.and adjusted by the National Geodetic Survey in June 1991..
 EM0286
 EM0286.The geoid height was determined by GEOID03.
 EM0286
 EM0286.The dynamic height is computed by dividing the NAVD 88
 EM0286.geopotential number by the normal gravity value computed on the
 EM0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0286.degrees latitude (g = 980.6199 gals.).
 EM0286
 EM0286.The modeled gravity was interpolated from observed gravity values.
 EM0286
 EM0286;                    North         East    Units  Estimated Accuracy
 EM0286;SPC TXNC     - 2,277,370.      526,510.      MT  (+/- 180 meters Scaled)
 EM0286
 EM0286                          SUPERSEDED SURVEY CONTROL
 EM0286
 EM0286  NGVD 29 (??/??/92)  366.327  (m)         1201.86   (f) ADJ UNCH    1 2
 EM0286
 EM0286.Superseded values are not recommended for survey control.
 EM0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0286.See file dsdata.txt to determine how the superseded data were derived.
 EM0286
 EM0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC726805(NAD 83)
 EM0286_MARKER: O = CHISELED CIRCLE
 EM0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0286_SP_SET: BRIDGE
 EM0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0286
 EM0286  HISTORY     - Date     Condition        Report By
 EM0286  HISTORY     - UNK      MONUMENTED       BNRR
 EM0286  HISTORY     - 1933     GOOD             NGS
 EM0286
 EM0286                          STATION DESCRIPTION
 EM0286
 EM0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0286'0.8 MI W FROM VERNON.
 EM0286'0.8 MILE WEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0286'VERNON, WILBARGER COUNTY, AT BRIDGE 164.15, AND ON THE SOUTHWEST
 EM0286'CORNER OF THE WEST CONCRETE BACK WALL.  A CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0718 ***********************************************************************
 CA0718  DESIGNATION -  1644 USGS
 CA0718  PID         -  CA0718
 CA0718  STATE/COUNTY-  TX/CONCHO
 CA0718  USGS QUAD   -  PAINT ROCK (1967)
 CA0718
 CA0718                         *CURRENT SURVEY CONTROL
 CA0718  ___________________________________________________________________
 CA0718* NAD 83(1986)-  31 31 29.     (N)    099 57 26.     (W)     SCALED    
 CA0718* NAVD 88     -       501.359  (meters)    1644.88   (feet)  ADJUSTED  
 CA0718  ___________________________________________________________________
 CA0718  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 CA0718  DYNAMIC HT  -         500.682 (meters)    1642.65  (feet)  COMP
 CA0718  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 CA0718
 CA0718  VERT ORDER  -  SECOND    CLASS 0
 CA0718
 CA0718.The horizontal coordinates were scaled from a topographic map and have
 CA0718.an estimated accuracy of +/- 6 seconds.
 CA0718
 CA0718.The orthometric height was determined by differential leveling
 CA0718.and adjusted by the National Geodetic Survey in June 1991..
 CA0718
 CA0718.The geoid height was determined by GEOID03.
 CA0718
 CA0718.The dynamic height is computed by dividing the NAVD 88
 CA0718.geopotential number by the normal gravity value computed on the
 CA0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0718.degrees latitude (g = 980.6199 gals.).
 CA0718
 CA0718.The modeled gravity was interpolated from observed gravity values.
 CA0718
 CA0718;                    North         East    Units  Estimated Accuracy
 CA0718;SPC TX C     - 3,206,040.      735,720.      MT  (+/- 180 meters Scaled)
 CA0718
 CA0718                          SUPERSEDED SURVEY CONTROL
 CA0718
 CA0718  NGVD 29 (??/??/92)  501.243  (m)         1644.49   (f) ADJ UNCH    2 0
 CA0718
 CA0718.Superseded values are not recommended for survey control.
 CA0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0718.See file dsdata.txt to determine how the superseded data were derived.
 CA0718
 CA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV091881(NAD 83)
 CA0718_MARKER: DD = SURVEY DISK
 CA0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0718_STAMPING: 1644
 CA0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0718+STABILITY: SURFACE MOTION
 CA0718
 CA0718  HISTORY     - Date     Condition        Report By
 CA0718  HISTORY     - UNK      MONUMENTED       USGS
 CA0718  HISTORY     - 1940     GOOD             NGS
 CA0718
 CA0718                          STATION DESCRIPTION
 CA0718
 CA0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0718'3.0 MI NW FROM PAINT ROCK.
 CA0718'3.0 MILES NORTHWEST ALONG THE ABANDONED GULF, COLORADO AND SANTA FE
 CA0718'RAILWAY FROM THE COUNTY COURTHOUSE AT PAINT ROCK, AT THE FORMER
 CA0718'LOCATION OF THE STATION AT SIMS VALLEY, ON THE SIMS RANCH, 50 YARDS
 CA0718'NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN CATTLE LOADING PLATFORM,
 CA0718'35 YARDS NORTH OF THE CENTERLINE OF THE OLD RAILROAD ROADBED, 100 FEET
 CA0718'WEST OF A NORTH-AND-SOUTH WIRE FENCE, AND 7 FEET EAST OF A WAGON ROAD
 CA0718'LEADING NORTHEAST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 CA0718'STAMPED 1644 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 CA0718'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0095 ***********************************************************************
 CR0095  DESIGNATION -  165
 CR0095  PID         -  CR0095
 CR0095  STATE/COUNTY-  TX/PANOLA
 CR0095  USGS QUAD   -  LAKE MURVAUL (1983)
 CR0095
 CR0095                         *CURRENT SURVEY CONTROL
 CR0095  ___________________________________________________________________
 CR0095* NAD 83(1986)-  32 04 11.     (N)    094 22 50.     (W)     SCALED    
 CR0095* NAVD 88     -        96.91   (+/-2cm)     317.9    (feet)  VERTCON   
 CR0095  ___________________________________________________________________
 CR0095  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0095
 CR0095  VERT ORDER  -  ? (See Below)
 CR0095
 CR0095.The horizontal coordinates were scaled from a topographic map and have
 CR0095.an estimated accuracy of +/- 6 seconds.
 CR0095
 CR0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0095.The vertical order pertains to the NGVD 29 superseded value.
 CR0095
 CR0095.The geoid height was determined by GEOID03.
 CR0095
 CR0095;                    North         East    Units  Estimated Accuracy
 CR0095;SPC TXNC     - 2,052,320.      988,870.      MT  (+/- 180 meters Scaled)
 CR0095
 CR0095                          SUPERSEDED SURVEY CONTROL
 CR0095
 CR0095  NGVD 29 (??/??/92)   96.942  (m)          318.05   (f) ADJ UNCH    ?  
 CR0095
 CR0095.Superseded values are not recommended for survey control.
 CR0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0095.See file dsdata.txt to determine how the superseded data were derived.
 CR0095
 CR0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR696489(NAD 83)
 CR0095_MARKER: Z = SEE DESCRIPTION
 CR0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0095_SP_SET: RAIL
 CR0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0095
 CR0095  HISTORY     - Date     Condition        Report By
 CR0095  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0095  HISTORY     - 1943     GOOD             NGS
 CR0095  HISTORY     - 1943     GOOD             NGS
 CR0095
 CR0095                          STATION DESCRIPTION
 CR0095
 CR0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CR0095'3.6 MI N FROM GARY.
 CR0095'3.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0095'GARY, PANOLA COUNTY, 30 FEET NORTH OF A COUNTY-ROAD CROSSING, 5 FEET
 CR0095'EAST OF THE TRACK, AND NEAR MILEPOST 165.  THE TOP OF A VERTICAL RAIL.
 CR0095'NOTE-- BM IS ALSO 5 FT. E OF THE TRACK AND 30 FT. N OF A COUNTY RD
 CR0095'XING.
 CR0095
 CR0095                          STATION RECOVERY (1943)
 CR0095
 CR0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CR0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0484 ***********************************************************************
 BY0484  DESIGNATION -  165.373 USGS
 BY0484  PID         -  BY0484
 BY0484  STATE/COUNTY-  TX/ANGELINA
 BY0484  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0484
 BY0484                         *CURRENT SURVEY CONTROL
 BY0484  ___________________________________________________________________
 BY0484* NAD 83(1986)-  31 20 25.     (N)    094 29 33.     (W)     SCALED    
 BY0484* NAVD 88     -        50.41   (+/-2cm)     165.4    (feet)  VERTCON   
 BY0484  ___________________________________________________________________
 BY0484  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0484
 BY0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0484
 BY0484.The horizontal coordinates were scaled from a topographic map and have
 BY0484.an estimated accuracy of +/- 6 seconds.
 BY0484
 BY0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0484.The vertical order pertains to the NGVD 29 superseded value.
 BY0484
 BY0484.The geoid height was determined by GEOID03.
 BY0484
 BY0484;                    North         East    Units  Estimated Accuracy
 BY0484;SPC TX C     - 3,200,120.    1,255,520.      MT  (+/- 180 meters Scaled)
 BY0484
 BY0484                          SUPERSEDED SURVEY CONTROL
 BY0484
 BY0484  NGVD 29 (??/??/92)   50.456  (m)          165.54   (f) ADJ UNCH    2 0
 BY0484
 BY0484.Superseded values are not recommended for survey control.
 BY0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0484.See file dsdata.txt to determine how the superseded data were derived.
 BY0484
 BY0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ580682(NAD 83)
 BY0484_MARKER: N = NAIL
 BY0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0484_SP_SET: TREE
 BY0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0484
 BY0484  HISTORY     - Date     Condition        Report By
 BY0484  HISTORY     - UNK      MONUMENTED       USGS
 BY0484  HISTORY     - 1949     GOOD             NGS
 BY0484
 BY0484                          STATION DESCRIPTION
 BY0484
 BY0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0484'4.20 MI SE FROM EWING.
 BY0484'1.2 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY0484'RAILROAD WATER TANK AT EWING, THENCE 1.95 MILES SOUTH ALONG A DIRT
 BY0484'ROAD, THENCE 1.05 MILES SOUTHEAST ALONG AN ABANDONED C.C.C. ROAD, AT
 BY0484'THE SOUTH BANK OF ODELL CREEK, 27.0 FEET WEST OF THE CENTER LINE OF
 BY0484'THE ROAD, A COPPER NAIL AND WASHER IN THE SOUTH ROOT OF A 20-INCH
 BY0484'MAGNOLIA TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0423 ***********************************************************************
 CA0423  DESIGNATION -  1653.77
 CA0423  PID         -  CA0423
 CA0423  STATE/COUNTY-  TX/COLEMAN
 CA0423  USGS QUAD   -  COLEMAN (1987)
 CA0423
 CA0423                         *CURRENT SURVEY CONTROL
 CA0423  ___________________________________________________________________
 CA0423* NAD 83(1986)-  31 46 00.     (N)    099 26 21.     (W)     SCALED    
 CA0423* NAVD 88     -       504.282  (meters)    1654.47   (feet)  ADJUSTED  
 CA0423  ___________________________________________________________________
 CA0423  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CA0423  DYNAMIC HT  -         503.615 (meters)    1652.28  (feet)  COMP
 CA0423  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 CA0423
 CA0423  VERT ORDER  -  SECOND    CLASS 0
 CA0423
 CA0423.The horizontal coordinates were scaled from a topographic map and have
 CA0423.an estimated accuracy of +/- 6 seconds.
 CA0423
 CA0423.The orthometric height was determined by differential leveling
 CA0423.and adjusted by the National Geodetic Survey in June 1991..
 CA0423
 CA0423.The geoid height was determined by GEOID03.
 CA0423
 CA0423.The dynamic height is computed by dividing the NAVD 88
 CA0423.geopotential number by the normal gravity value computed on the
 CA0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0423.degrees latitude (g = 980.6199 gals.).
 CA0423
 CA0423.The modeled gravity was interpolated from observed gravity values.
 CA0423
 CA0423;                    North         East    Units  Estimated Accuracy
 CA0423;SPC TX C     - 3,233,140.      784,700.      MT  (+/- 180 meters Scaled)
 CA0423
 CA0423                          SUPERSEDED SURVEY CONTROL
 CA0423
 CA0423  NGVD 29 (??/??/92)  504.172  (m)         1654.10   (f) ADJ UNCH    2 0
 CA0423
 CA0423.Superseded values are not recommended for survey control.
 CA0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0423.See file dsdata.txt to determine how the superseded data were derived.
 CA0423
 CA0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA584146(NAD 83)
 CA0423_MARKER: Z = SEE DESCRIPTION
 CA0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0423_SP_SET: RAIL
 CA0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0423
 CA0423  HISTORY     - Date     Condition        Report By
 CA0423  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0423  HISTORY     - 1935     GOOD             NGS
 CA0423
 CA0423                          STATION DESCRIPTION
 CA0423
 CA0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0423'4.3 MI W FROM SAN ANGELO JUNCTION.
 CA0423'4.3 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0423'STATION AT SAN ANGELO JUNCTION, COLEMAN COUNTY, AT MILE ZONE 4+2173,
 CA0423'AT STATION 232+93, AND 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 CA0423'THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0420 ***********************************************************************
 CA0420  DESIGNATION -  1656.87
 CA0420  PID         -  CA0420
 CA0420  STATE/COUNTY-  TX/COLEMAN
 CA0420  USGS QUAD   -  COLEMAN (1987)
 CA0420
 CA0420                         *CURRENT SURVEY CONTROL
 CA0420  ___________________________________________________________________
 CA0420* NAD 83(1986)-  31 45 25.     (N)    099 28 18.     (W)     SCALED    
 CA0420* NAVD 88     -       505.290  (meters)    1657.77   (feet)  ADJUSTED  
 CA0420  ___________________________________________________________________
 CA0420  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CA0420  DYNAMIC HT  -         504.621 (meters)    1655.58  (feet)  COMP
 CA0420  MODELED GRAV-     979,299.2   (mgal)                       NAVD 88
 CA0420
 CA0420  VERT ORDER  -  SECOND    CLASS 0
 CA0420
 CA0420.The horizontal coordinates were scaled from a topographic map and have
 CA0420.an estimated accuracy of +/- 6 seconds.
 CA0420
 CA0420.The orthometric height was determined by differential leveling
 CA0420.and adjusted by the National Geodetic Survey in June 1991..
 CA0420
 CA0420.The geoid height was determined by GEOID03.
 CA0420
 CA0420.The dynamic height is computed by dividing the NAVD 88
 CA0420.geopotential number by the normal gravity value computed on the
 CA0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0420.degrees latitude (g = 980.6199 gals.).
 CA0420
 CA0420.The modeled gravity was interpolated from observed gravity values.
 CA0420
 CA0420;                    North         East    Units  Estimated Accuracy
 CA0420;SPC TX C     - 3,232,040.      781,630.      MT  (+/- 180 meters Scaled)
 CA0420
 CA0420                          SUPERSEDED SURVEY CONTROL
 CA0420
 CA0420  NGVD 29 (??/??/92)  505.180  (m)         1657.41   (f) ADJ UNCH    2 0
 CA0420
 CA0420.Superseded values are not recommended for survey control.
 CA0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0420.See file dsdata.txt to determine how the superseded data were derived.
 CA0420
 CA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA553135(NAD 83)
 CA0420_MARKER: Z = SEE DESCRIPTION
 CA0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0420_SP_SET: RAIL
 CA0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0420
 CA0420  HISTORY     - Date     Condition        Report By
 CA0420  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0420  HISTORY     - 1935     GOOD             NGS
 CA0420
 CA0420                          STATION DESCRIPTION
 CA0420
 CA0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0420'5.0 MI E FROM VALERA.
 CA0420'5.0 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0420'STATION AT VALERA, COLEMAN COUNTY, AT MILE ZONE 6+2414, AT STATION
 CA0420'340+94, AND 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST
 CA0420'POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0422 ***********************************************************************
 CA0422  DESIGNATION -  1658.82
 CA0422  PID         -  CA0422
 CA0422  STATE/COUNTY-  TX/COLEMAN
 CA0422  USGS QUAD   -  COLEMAN (1987)
 CA0422
 CA0422                         *CURRENT SURVEY CONTROL
 CA0422  ___________________________________________________________________
 CA0422* NAD 83(1986)-  31 45 38.     (N)    099 27 19.     (W)     SCALED    
 CA0422* NAVD 88     -       505.904  (meters)    1659.79   (feet)  ADJUSTED  
 CA0422  ___________________________________________________________________
 CA0422  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CA0422  DYNAMIC HT  -         505.235 (meters)    1657.59  (feet)  COMP
 CA0422  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 CA0422
 CA0422  VERT ORDER  -  SECOND    CLASS 0
 CA0422
 CA0422.The horizontal coordinates were scaled from a topographic map and have
 CA0422.an estimated accuracy of +/- 6 seconds.
 CA0422
 CA0422.The orthometric height was determined by differential leveling
 CA0422.and adjusted by the National Geodetic Survey in June 1991..
 CA0422
 CA0422.The geoid height was determined by GEOID03.
 CA0422
 CA0422.The dynamic height is computed by dividing the NAVD 88
 CA0422.geopotential number by the normal gravity value computed on the
 CA0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0422.degrees latitude (g = 980.6199 gals.).
 CA0422
 CA0422.The modeled gravity was interpolated from observed gravity values.
 CA0422
 CA0422;                    North         East    Units  Estimated Accuracy
 CA0422;SPC TX C     - 3,232,460.      783,180.      MT  (+/- 180 meters Scaled)
 CA0422
 CA0422                          SUPERSEDED SURVEY CONTROL
 CA0422
 CA0422  NGVD 29 (??/??/92)  505.794  (m)         1659.43   (f) ADJ UNCH    2 0
 CA0422
 CA0422.Superseded values are not recommended for survey control.
 CA0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0422.See file dsdata.txt to determine how the superseded data were derived.
 CA0422
 CA0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA568139(NAD 83)
 CA0422_MARKER: Z = SEE DESCRIPTION
 CA0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0422_SP_SET: RAIL
 CA0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0422
 CA0422  HISTORY     - Date     Condition        Report By
 CA0422  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0422  HISTORY     - 1935     GOOD             NGS
 CA0422
 CA0422                          STATION DESCRIPTION
 CA0422
 CA0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0422'5.4 MI W FROM SAN ANGELO JUNCTION.
 CA0422'5.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0422'STATION AT SAN ANGELO JUNCTION, COLEMAN COUNTY, AT MILEPOST 5+2358, AT
 CA0422'STATION 287+58, AND 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK. THE
 CA0422'HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0425 ***********************************************************************
 CA0425  DESIGNATION -  1659.59
 CA0425  PID         -  CA0425
 CA0425  STATE/COUNTY-  TX/COLEMAN
 CA0425  USGS QUAD   -  COLEMAN (1987)
 CA0425
 CA0425                         *CURRENT SURVEY CONTROL
 CA0425  ___________________________________________________________________
 CA0425* NAD 83(1986)-  31 46 17.     (N)    099 24 19.     (W)     SCALED    
 CA0425* NAVD 88     -       506.099  (meters)    1660.43   (feet)  ADJUSTED  
 CA0425  ___________________________________________________________________
 CA0425  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CA0425  DYNAMIC HT  -         505.432 (meters)    1658.24  (feet)  COMP
 CA0425  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 CA0425
 CA0425  VERT ORDER  -  SECOND    CLASS 0
 CA0425
 CA0425.The horizontal coordinates were scaled from a topographic map and have
 CA0425.an estimated accuracy of +/- 6 seconds.
 CA0425
 CA0425.The orthometric height was determined by differential leveling
 CA0425.and adjusted by the National Geodetic Survey in June 1991..
 CA0425
 CA0425.The geoid height was determined by GEOID03.
 CA0425
 CA0425.The dynamic height is computed by dividing the NAVD 88
 CA0425.geopotential number by the normal gravity value computed on the
 CA0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0425.degrees latitude (g = 980.6199 gals.).
 CA0425
 CA0425.The modeled gravity was interpolated from observed gravity values.
 CA0425
 CA0425;                    North         East    Units  Estimated Accuracy
 CA0425;SPC TX C     - 3,233,690.      787,910.      MT  (+/- 180 meters Scaled)
 CA0425
 CA0425                          SUPERSEDED SURVEY CONTROL
 CA0425
 CA0425  NGVD 29 (??/??/92)  505.988  (m)         1660.06   (f) ADJ UNCH    2 0
 CA0425
 CA0425.Superseded values are not recommended for survey control.
 CA0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0425.See file dsdata.txt to determine how the superseded data were derived.
 CA0425
 CA0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA616151(NAD 83)
 CA0425_MARKER: Z = SEE DESCRIPTION
 CA0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0425_SP_SET: RAIL
 CA0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0425
 CA0425  HISTORY     - Date     Condition        Report By
 CA0425  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0425  HISTORY     - 1935     GOOD             NGS
 CA0425
 CA0425                          STATION DESCRIPTION
 CA0425
 CA0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0425'2.3 MI W FROM SAN ANGELO JUNCTION.
 CA0425'2.3 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0425'STATION AT SAN ANGELO JUNCTION, COLEMAN COUNTY, AT MILE ZONE 2+1751,
 CA0425'AT STATION 1659.59, AND 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 CA0425'THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0097 ***********************************************************************
 CR0097  DESIGNATION -  166
 CR0097  PID         -  CR0097
 CR0097  STATE/COUNTY-  TX/PANOLA
 CR0097  USGS QUAD   -  LAKE MURVAUL (1983)
 CR0097
 CR0097                         *CURRENT SURVEY CONTROL
 CR0097  ___________________________________________________________________
 CR0097* NAD 83(1986)-  32 05 09.     (N)    094 22 54.     (W)     SCALED    
 CR0097* NAVD 88     -        99.206  (meters)     325.48   (feet)  ADJUSTED  
 CR0097  ___________________________________________________________________
 CR0097  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0097  DYNAMIC HT  -          99.089 (meters)     325.09  (feet)  COMP
 CR0097  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 CR0097
 CR0097  VERT ORDER  -  SECOND    CLASS 0
 CR0097
 CR0097.The horizontal coordinates were scaled from a topographic map and have
 CR0097.an estimated accuracy of +/- 6 seconds.
 CR0097
 CR0097.The orthometric height was determined by differential leveling
 CR0097.and adjusted by the National Geodetic Survey in June 1991..
 CR0097
 CR0097.The geoid height was determined by GEOID03.
 CR0097
 CR0097.The dynamic height is computed by dividing the NAVD 88
 CR0097.geopotential number by the normal gravity value computed on the
 CR0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0097.degrees latitude (g = 980.6199 gals.).
 CR0097
 CR0097.The modeled gravity was interpolated from observed gravity values.
 CR0097
 CR0097;                    North         East    Units  Estimated Accuracy
 CR0097;SPC TXNC     - 2,054,100.      988,700.      MT  (+/- 180 meters Scaled)
 CR0097
 CR0097                          SUPERSEDED SURVEY CONTROL
 CR0097
 CR0097  NGVD 29 (??/??/92)   99.236  (m)          325.58   (f) ADJ UNCH    2 0
 CR0097
 CR0097.Superseded values are not recommended for survey control.
 CR0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0097.See file dsdata.txt to determine how the superseded data were derived.
 CR0097
 CR0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR696507(NAD 83)
 CR0097_MARKER: Z = SEE DESCRIPTION
 CR0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0097_SP_SET: RAIL
 CR0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0097
 CR0097  HISTORY     - Date     Condition        Report By
 CR0097  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0097  HISTORY     - 1934     GOOD             NGS
 CR0097
 CR0097                          STATION DESCRIPTION
 CR0097
 CR0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0097'4.6 MI N FROM GARY.
 CR0097'4.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0097'GARY, PANOLA COUNTY, 10 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 CR0097'AND NEAR MILEPOST 166.  THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0098 ***********************************************************************
 CR0098  DESIGNATION -  167
 CR0098  PID         -  CR0098
 CR0098  STATE/COUNTY-  TX/PANOLA
 CR0098  USGS QUAD   -  GARY (1983)
 CR0098
 CR0098                         *CURRENT SURVEY CONTROL
 CR0098  ___________________________________________________________________
 CR0098* NAD 83(1986)-  32 05 53.     (N)    094 22 29.     (W)     SCALED    
 CR0098* NAVD 88     -       103.32   (+/-2cm)     339.0    (feet)  VERTCON   
 CR0098  ___________________________________________________________________
 CR0098  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0098
 CR0098  VERT ORDER  -  ? (See Below)
 CR0098
 CR0098.The horizontal coordinates were scaled from a topographic map and have
 CR0098.an estimated accuracy of +/- 6 seconds.
 CR0098
 CR0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0098.The vertical order pertains to the NGVD 29 superseded value.
 CR0098
 CR0098.The geoid height was determined by GEOID03.
 CR0098
 CR0098;                    North         East    Units  Estimated Accuracy
 CR0098;SPC TXNC     - 2,055,480.      989,300.      MT  (+/- 180 meters Scaled)
 CR0098
 CR0098                          SUPERSEDED SURVEY CONTROL
 CR0098
 CR0098  NGVD 29 (??/??/92)  103.352  (m)          339.08   (f) ADJ UNCH    ?  
 CR0098
 CR0098.Superseded values are not recommended for survey control.
 CR0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0098.See file dsdata.txt to determine how the superseded data were derived.
 CR0098
 CR0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR702521(NAD 83)
 CR0098_MARKER: Z = SEE DESCRIPTION
 CR0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0098_SP_SET: RAIL
 CR0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0098
 CR0098  HISTORY     - Date     Condition        Report By
 CR0098  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0098  HISTORY     - 1934     GOOD             NGS
 CR0098
 CR0098                          STATION DESCRIPTION
 CR0098
 CR0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0098'4.7 MI S FROM CARTHAGE.
 CR0098'4.7 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0098'CARTHAGE, PANOLA COUNTY, AND NEAR MILEPOST 167.  THE TOP OF A VERTICAL
 CR0098'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0283 ***********************************************************************
 EM0283  DESIGNATION -  167
 EM0283  PID         -  EM0283
 EM0283  STATE/COUNTY-  TX/WILBARGER
 EM0283  USGS QUAD   -  VERNON (1983)
 EM0283
 EM0283                         *CURRENT SURVEY CONTROL
 EM0283  ___________________________________________________________________
 EM0283* NAD 83(1986)-  34 11 00.     (N)    099 20 08.     (W)     SCALED    
 EM0283* NAVD 88     -       372.906  (meters)    1223.44   (feet)  ADJUSTED  
 EM0283  ___________________________________________________________________
 EM0283  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0283  DYNAMIC HT  -         372.487 (meters)    1222.07  (feet)  COMP
 EM0283  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 EM0283
 EM0283  VERT ORDER  -  FIRST     CLASS II
 EM0283
 EM0283.The horizontal coordinates were scaled from a topographic map and have
 EM0283.an estimated accuracy of +/- 6 seconds.
 EM0283
 EM0283.The orthometric height was determined by differential leveling
 EM0283.and adjusted by the National Geodetic Survey in June 1991..
 EM0283
 EM0283.The geoid height was determined by GEOID03.
 EM0283
 EM0283.The dynamic height is computed by dividing the NAVD 88
 EM0283.geopotential number by the normal gravity value computed on the
 EM0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0283.degrees latitude (g = 980.6199 gals.).
 EM0283
 EM0283.The modeled gravity was interpolated from observed gravity values.
 EM0283
 EM0283;                    North         East    Units  Estimated Accuracy
 EM0283;SPC TXNC     - 2,279,400.      522,970.      MT  (+/- 180 meters Scaled)
 EM0283
 EM0283                          SUPERSEDED SURVEY CONTROL
 EM0283
 EM0283  NGVD 29 (??/??/92)  372.784  (m)         1223.04   (f) ADJ UNCH    1 2
 EM0283
 EM0283.Superseded values are not recommended for survey control.
 EM0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0283.See file dsdata.txt to determine how the superseded data were derived.
 EM0283
 EM0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC690825(NAD 83)
 EM0283_MARKER: Z = SEE DESCRIPTION
 EM0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0283_SP_SET: MILEPOST
 EM0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0283
 EM0283  HISTORY     - Date     Condition        Report By
 EM0283  HISTORY     - UNK      MONUMENTED       BNRR
 EM0283  HISTORY     - 1957     GOOD             NGS
 EM0283
 EM0283                          STATION DESCRIPTION
 EM0283
 EM0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0283'3.7 MI NW FROM VERNON.
 EM0283'3.7 MILES NORTHWEST ALONG FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0283'VERNON, WILBARGER COUNTY, AND ON TOP OF MILEPOST 167.  THE FLAT TOP OF
 EM0283'THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0427 ***********************************************************************
 CA0427  DESIGNATION -  1678.34
 CA0427  PID         -  CA0427
 CA0427  STATE/COUNTY-  TX/COLEMAN
 CA0427  USGS QUAD   -  COLEMAN (1987)
 CA0427
 CA0427                         *CURRENT SURVEY CONTROL
 CA0427  ___________________________________________________________________
 CA0427* NAD 83(1986)-  31 46 25.     (N)    099 23 20.     (W)     SCALED    
 CA0427* NAVD 88     -       511.819  (meters)    1679.19   (feet)  ADJUSTED  
 CA0427  ___________________________________________________________________
 CA0427  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CA0427  DYNAMIC HT  -         511.144 (meters)    1676.98  (feet)  COMP
 CA0427  MODELED GRAV-     979,304.9   (mgal)                       NAVD 88
 CA0427
 CA0427  VERT ORDER  -  SECOND    CLASS 0
 CA0427
 CA0427.The horizontal coordinates were scaled from a topographic map and have
 CA0427.an estimated accuracy of +/- 6 seconds.
 CA0427
 CA0427.The orthometric height was determined by differential leveling
 CA0427.and adjusted by the National Geodetic Survey in June 1991..
 CA0427
 CA0427.The geoid height was determined by GEOID03.
 CA0427
 CA0427.The dynamic height is computed by dividing the NAVD 88
 CA0427.geopotential number by the normal gravity value computed on the
 CA0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0427.degrees latitude (g = 980.6199 gals.).
 CA0427
 CA0427.The modeled gravity was interpolated from observed gravity values.
 CA0427
 CA0427;                    North         East    Units  Estimated Accuracy
 CA0427;SPC TX C     - 3,233,950.      789,460.      MT  (+/- 180 meters Scaled)
 CA0427
 CA0427                          SUPERSEDED SURVEY CONTROL
 CA0427
 CA0427  NGVD 29 (??/??/92)  511.707  (m)         1678.83   (f) ADJ UNCH    2 0
 CA0427
 CA0427.Superseded values are not recommended for survey control.
 CA0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0427.See file dsdata.txt to determine how the superseded data were derived.
 CA0427
 CA0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA631154(NAD 83)
 CA0427_MARKER: Z = SEE DESCRIPTION
 CA0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0427_SP_SET: RAIL
 CA0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0427
 CA0427  HISTORY     - Date     Condition        Report By
 CA0427  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0427  HISTORY     - 1935     GOOD             NGS
 CA0427
 CA0427                          STATION DESCRIPTION
 CA0427
 CA0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0427'1.4 MI W FROM SAN ANGELO JUNCTION.
 CA0427'1.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0427'STATION AT SAN ANGELO JUNCTION, COLEMAN COUNTY, AT MILE ZONE 1+1926,
 CA0427'AT STATION 72+06, AND 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 CA0427'THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0100 ***********************************************************************
 CR0100  DESIGNATION -  168
 CR0100  PID         -  CR0100
 CR0100  STATE/COUNTY-  TX/PANOLA
 CR0100  USGS QUAD   -  GARY (1983)
 CR0100
 CR0100                         *CURRENT SURVEY CONTROL
 CR0100  ___________________________________________________________________
 CR0100* NAD 83(1986)-  32 06 41.     (N)    094 21 50.     (W)     SCALED    
 CR0100* NAVD 88     -        88.53   (+/-2cm)     290.5    (feet)  VERTCON   
 CR0100  ___________________________________________________________________
 CR0100  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CR0100
 CR0100  VERT ORDER  -  ? (See Below)
 CR0100
 CR0100.The horizontal coordinates were scaled from a topographic map and have
 CR0100.an estimated accuracy of +/- 6 seconds.
 CR0100
 CR0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0100.The vertical order pertains to the NGVD 29 superseded value.
 CR0100
 CR0100.The geoid height was determined by GEOID03.
 CR0100
 CR0100;                    North         East    Units  Estimated Accuracy
 CR0100;SPC TXNC     - 2,057,000.      990,260.      MT  (+/- 180 meters Scaled)
 CR0100
 CR0100                          SUPERSEDED SURVEY CONTROL
 CR0100
 CR0100  NGVD 29 (??/??/92)   88.566  (m)          290.57   (f) ADJ UNCH    ?  
 CR0100
 CR0100.Superseded values are not recommended for survey control.
 CR0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0100.See file dsdata.txt to determine how the superseded data were derived.
 CR0100
 CR0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR713535(NAD 83)
 CR0100_MARKER: Z = SEE DESCRIPTION
 CR0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0100_SP_SET: RAIL
 CR0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0100
 CR0100  HISTORY     - Date     Condition        Report By
 CR0100  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0100  HISTORY     - 1934     GOOD             NGS
 CR0100
 CR0100                          STATION DESCRIPTION
 CR0100
 CR0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0100'3.7 MI S FROM CARTHAGE.
 CR0100'3.7 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0100'CARTHAGE, PANOLA COUNTY, AND NEAR MILEPOST 168.  THE TOP OF A VERTICAL
 CR0100'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0281 ***********************************************************************
 EM0281  DESIGNATION -  168.16 FWDCRR
 EM0281  PID         -  EM0281
 EM0281  STATE/COUNTY-  TX/WILBARGER
 EM0281  USGS QUAD   -  VERNON (1983)
 EM0281
 EM0281                         *CURRENT SURVEY CONTROL
 EM0281  ___________________________________________________________________
 EM0281* NAD 83(1986)-  34 11 40.     (N)    099 21 11.     (W)     SCALED    
 EM0281* NAVD 88     -       380.607  (meters)    1248.71   (feet)  ADJUSTED  
 EM0281  ___________________________________________________________________
 EM0281  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0281  DYNAMIC HT  -         380.179 (meters)    1247.30  (feet)  COMP
 EM0281  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 EM0281
 EM0281  VERT ORDER  -  FIRST     CLASS II
 EM0281
 EM0281.The horizontal coordinates were scaled from a topographic map and have
 EM0281.an estimated accuracy of +/- 6 seconds.
 EM0281
 EM0281.The orthometric height was determined by differential leveling
 EM0281.and adjusted by the National Geodetic Survey in June 1991..
 EM0281
 EM0281.The geoid height was determined by GEOID03.
 EM0281
 EM0281.The dynamic height is computed by dividing the NAVD 88
 EM0281.geopotential number by the normal gravity value computed on the
 EM0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0281.degrees latitude (g = 980.6199 gals.).
 EM0281
 EM0281.The modeled gravity was interpolated from observed gravity values.
 EM0281
 EM0281;                    North         East    Units  Estimated Accuracy
 EM0281;SPC TXNC     - 2,280,650.      521,370.      MT  (+/- 180 meters Scaled)
 EM0281
 EM0281                          SUPERSEDED SURVEY CONTROL
 EM0281
 EM0281  NGVD 29 (??/??/92)  380.473  (m)         1248.27   (f) ADJ UNCH    1 2
 EM0281
 EM0281.Superseded values are not recommended for survey control.
 EM0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0281.See file dsdata.txt to determine how the superseded data were derived.
 EM0281
 EM0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC674837(NAD 83)
 EM0281_MARKER: O = CHISELED CIRCLE
 EM0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0281_SP_SET: BRIDGE
 EM0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0281
 EM0281  HISTORY     - Date     Condition        Report By
 EM0281  HISTORY     - UNK      MONUMENTED       BNRR
 EM0281  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0281
 EM0281                          STATION DESCRIPTION
 EM0281
 EM0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0281'3.3 MI SE FROM TOLBERT.
 EM0281'3.3 MILES SOUTHEAST ALONG THE FROT WORTH AND DENVER CITY RAILWAY FROM
 EM0281'TOLBERT, WILBARGER COUNTY, AT BRIDGE 168.16, AND ON THE SOUTHWEST
 EM0281'CORNER OF THE WEST CONCRETE BACK WALL.  A CHISELED POINT.  NOTE -- THE
 EM0281'CHISELED POINT COULD NOT BE IDENTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0280 ***********************************************************************
 EM0280  DESIGNATION -  168.38 FWDCRR
 EM0280  PID         -  EM0280
 EM0280  STATE/COUNTY-  TX/WILBARGER
 EM0280  USGS QUAD   -  VERNON (1983)
 EM0280
 EM0280                         *CURRENT SURVEY CONTROL
 EM0280  ___________________________________________________________________
 EM0280* NAD 83(1986)-  34 11 46.     (N)    099 21 21.     (W)     SCALED    
 EM0280* NAVD 88     -       382.596  (meters)    1255.23   (feet)  ADJUSTED  
 EM0280  ___________________________________________________________________
 EM0280  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0280  DYNAMIC HT  -         382.165 (meters)    1253.82  (feet)  COMP
 EM0280  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 EM0280
 EM0280  VERT ORDER  -  FIRST     CLASS II
 EM0280
 EM0280.The horizontal coordinates were scaled from a topographic map and have
 EM0280.an estimated accuracy of +/- 6 seconds.
 EM0280
 EM0280.The orthometric height was determined by differential leveling
 EM0280.and adjusted by the National Geodetic Survey in June 1991..
 EM0280
 EM0280.The geoid height was determined by GEOID03.
 EM0280
 EM0280.The dynamic height is computed by dividing the NAVD 88
 EM0280.geopotential number by the normal gravity value computed on the
 EM0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0280.degrees latitude (g = 980.6199 gals.).
 EM0280
 EM0280.The modeled gravity was interpolated from observed gravity values.
 EM0280
 EM0280;                    North         East    Units  Estimated Accuracy
 EM0280;SPC TXNC     - 2,280,830.      521,110.      MT  (+/- 180 meters Scaled)
 EM0280
 EM0280                          SUPERSEDED SURVEY CONTROL
 EM0280
 EM0280  NGVD 29 (??/??/92)  382.461  (m)         1254.79   (f) ADJ UNCH    1 2
 EM0280
 EM0280.Superseded values are not recommended for survey control.
 EM0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0280.See file dsdata.txt to determine how the superseded data were derived.
 EM0280
 EM0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC672839(NAD 83)
 EM0280_MARKER: O = CHISELED CIRCLE
 EM0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0280_SP_SET: BRIDGE
 EM0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0280
 EM0280  HISTORY     - Date     Condition        Report By
 EM0280  HISTORY     - UNK      MONUMENTED       BNRR
 EM0280  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0280
 EM0280                          STATION DESCRIPTION
 EM0280
 EM0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0280'3.1 MI SE FROM TOLBERT.
 EM0280'3.1 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0280'TOLBERT, WILBARGER COUNTY, AT BRIDGE 168.38, AND ON THE SOUTHWEST
 EM0280'CORNER OF THE WEST CONCRETE BACK WALL.   A CHISELED POINT.  NOTE --
 EM0280'THE CHISELED POINT COULD NOT BE IDENTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0674 ***********************************************************************
 CA0674  DESIGNATION -  1687.82
 CA0674  PID         -  CA0674
 CA0674  STATE/COUNTY-  TX/RUNNELS
 CA0674  USGS QUAD   -  BALLINGER (1967)
 CA0674
 CA0674                         *CURRENT SURVEY CONTROL
 CA0674  ___________________________________________________________________
 CA0674* NAD 83(1986)-  31 44 51.     (N)    099 54 27.     (W)     SCALED    
 CA0674* NAVD 88     -       514.700  (meters)    1688.64   (feet)  ADJUSTED  
 CA0674  ___________________________________________________________________
 CA0674  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 CA0674  DYNAMIC HT  -         514.020 (meters)    1686.41  (feet)  COMP
 CA0674  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 CA0674
 CA0674  VERT ORDER  -  SECOND    CLASS 0
 CA0674
 CA0674.The horizontal coordinates were scaled from a topographic map and have
 CA0674.an estimated accuracy of +/- 6 seconds.
 CA0674
 CA0674.The orthometric height was determined by differential leveling
 CA0674.and adjusted by the National Geodetic Survey in June 1991..
 CA0674
 CA0674.The geoid height was determined by GEOID03.
 CA0674
 CA0674.The dynamic height is computed by dividing the NAVD 88
 CA0674.geopotential number by the normal gravity value computed on the
 CA0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0674.degrees latitude (g = 980.6199 gals.).
 CA0674
 CA0674.The modeled gravity was interpolated from observed gravity values.
 CA0674
 CA0674;                    North         East    Units  Estimated Accuracy
 CA0674;SPC TX C     - 3,230,760.      740,350.      MT  (+/- 180 meters Scaled)
 CA0674
 CA0674                          SUPERSEDED SURVEY CONTROL
 CA0674
 CA0674  NGVD 29 (??/??/92)  514.589  (m)         1688.28   (f) ADJ UNCH    2 0
 CA0674
 CA0674.Superseded values are not recommended for survey control.
 CA0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0674.See file dsdata.txt to determine how the superseded data were derived.
 CA0674
 CA0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA140128(NAD 83)
 CA0674_MARKER: Z = SEE DESCRIPTION
 CA0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0674_SP_SET: RAIL
 CA0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0674
 CA0674  HISTORY     - Date     Condition        Report By
 CA0674  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0674  HISTORY     - 1935     GOOD             NGS
 CA0674
 CA0674                          STATION DESCRIPTION
 CA0674
 CA0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0674'2.7 MI E FROM BALLINGER.
 CA0674'2.7 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0674'STATION AT BALLINGER, RUNNELS COUNTY, AT MILE ZONE 34+1686, AT STATION
 CA0674'1812+06, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK. THE HIGHEST
 CA0674'POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1779 ***********************************************************************
 BK1779  DESIGNATION -  16.9 USGS
 BK1779  PID         -  BK1779
 BK1779  STATE/COUNTY-  TX/ORANGE
 BK1779  USGS QUAD   -  ORANGEFIELD (1974)
 BK1779
 BK1779                         *CURRENT SURVEY CONTROL
 BK1779  ___________________________________________________________________
 BK1779* NAD 83(1986)-  30 06 42.     (N)    093 48 07.     (W)     SCALED    
 BK1779* NAVD 88     -         5.20   (+/-2cm)      17.1    (feet)  VERTCON   
 BK1779  ___________________________________________________________________
 BK1779  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1779
 BK1779  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1779
 BK1779.The horizontal coordinates were scaled from a topographic map and have
 BK1779.an estimated accuracy of +/- 6 seconds.
 BK1779
 BK1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1779.The vertical order pertains to the NGVD 29 superseded value.
 BK1779
 BK1779.The geoid height was determined by GEOID03.
 BK1779
 BK1779;                    North         East    Units  Estimated Accuracy
 BK1779;SPC TX C     - 3,067,810.    1,329,120.      MT  (+/- 180 meters Scaled)
 BK1779
 BK1779                          SUPERSEDED SURVEY CONTROL
 BK1779
 BK1779  NGVD 29 (??/??/??)    5.156  (m)           16.92   (f) ADJUSTED    1 2
 BK1779
 BK1779.Superseded values are not recommended for survey control.
 BK1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1779.See file dsdata.txt to determine how the superseded data were derived.
 BK1779
 BK1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP227314(NAD 83)
 BK1779_MARKER: Q = CHISELED SQUARE
 BK1779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1779_SP_SET: CULVERT
 BK1779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1779
 BK1779  HISTORY     - Date     Condition        Report By
 BK1779  HISTORY     - UNK      MONUMENTED       USGS
 BK1779  HISTORY     - 1932     GOOD             CGS
 BK1779  HISTORY     - 1934     GOOD             CGS
 BK1779  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1779  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1779  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1779
 BK1779                          STATION DESCRIPTION
 BK1779
 BK1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1779'4 MI NW FROM ORANGE.
 BK1779'ON THE ORANGE AND NORTHWESTERN R.R., MARK IS AN OUTLINED SQUARE IN THE
 BK1779'TOP CENTER, NORTH SIDE, OF CONCRETE CULVERT UNDER HIGHWAY NO. 90, AT
 BK1779'THE INTERSECTION OF U.S. HIGHWAY NO. 90 AND TEXAS STATE HIGHWAY NO.
 BK1779'62, 30 FEET WEST OF THE INTERSECTION, 250 FEET SOUTH OF THE STATION
 BK1779'BOARD AT BANCROFT SIDING, 30 FEET EAST OF THE TRACK, 4 POLES SOUTH OF
 BK1779'MILE POLE NO. C 485.
 BK1779
 BK1779                          STATION RECOVERY (1934)
 BK1779
 BK1779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1779'RECOVERED IN GOOD CONDITION.
 BK1779
 BK1779                          STATION RECOVERY (1979)
 BK1779
 BK1779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1779'MARK NOT FOUND.
 BK1779
 BK1779                          STATION RECOVERY (2001)
 BK1779
 BK1779'RECOVERY NOTE BY US POWER SQUADRON 2001 (WDC)
 BK1779'MARK NOT FOUND.
 BK1779
 BK1779                          STATION RECOVERY (2004)
 BK1779
 BK1779'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1779'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0675 ***********************************************************************
 CA0675  DESIGNATION -  1690.78
 CA0675  PID         -  CA0675
 CA0675  STATE/COUNTY-  TX/RUNNELS
 CA0675  USGS QUAD   -  BALLINGER (1967)
 CA0675
 CA0675                         *CURRENT SURVEY CONTROL
 CA0675  ___________________________________________________________________
 CA0675* NAD 83(1986)-  31 45 00.     (N)    099 53 26.     (W)     SCALED    
 CA0675* NAVD 88     -       515.539  (meters)    1691.40   (feet)  ADJUSTED  
 CA0675  ___________________________________________________________________
 CA0675  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 CA0675  DYNAMIC HT  -         514.858 (meters)    1689.16  (feet)  COMP
 CA0675  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 CA0675
 CA0675  VERT ORDER  -  SECOND    CLASS 0
 CA0675
 CA0675.The horizontal coordinates were scaled from a topographic map and have
 CA0675.an estimated accuracy of +/- 6 seconds.
 CA0675
 CA0675.The orthometric height was determined by differential leveling
 CA0675.and adjusted by the National Geodetic Survey in June 1991..
 CA0675
 CA0675.The geoid height was determined by GEOID03.
 CA0675
 CA0675.The dynamic height is computed by dividing the NAVD 88
 CA0675.geopotential number by the normal gravity value computed on the
 CA0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0675.degrees latitude (g = 980.6199 gals.).
 CA0675
 CA0675.The modeled gravity was interpolated from observed gravity values.
 CA0675
 CA0675;                    North         East    Units  Estimated Accuracy
 CA0675;SPC TX C     - 3,231,040.      741,950.      MT  (+/- 180 meters Scaled)
 CA0675
 CA0675                          SUPERSEDED SURVEY CONTROL
 CA0675
 CA0675  NGVD 29 (??/??/92)  515.428  (m)         1691.03   (f) ADJ UNCH    2 0
 CA0675
 CA0675.Superseded values are not recommended for survey control.
 CA0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0675.See file dsdata.txt to determine how the superseded data were derived.
 CA0675
 CA0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA156130(NAD 83)
 CA0675_MARKER: Z = SEE DESCRIPTION
 CA0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0675_SP_SET: RAIL
 CA0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0675
 CA0675  HISTORY     - Date     Condition        Report By
 CA0675  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0675  HISTORY     - 1935     GOOD             NGS
 CA0675
 CA0675                          STATION DESCRIPTION
 CA0675
 CA0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0675'3.7 MI E FROM BALLINGER.
 CA0675'3.7 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0675'STATION AT BALLINGER, RUNNELS COUNTY, AT MILE ZONE 33+1624, AT STATION
 CA0675'1758+64, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK. THE HIGHEST
 CA0675'POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0278 ***********************************************************************
 EM0278  DESIGNATION -  169.35
 EM0278  PID         -  EM0278
 EM0278  STATE/COUNTY-  TX/WILBARGER
 EM0278  USGS QUAD   -  VERNON (1983)
 EM0278
 EM0278                         *CURRENT SURVEY CONTROL
 EM0278  ___________________________________________________________________
 EM0278* NAD 83(1986)-  34 12 14.     (N)    099 22 05.     (W)     SCALED    
 EM0278* NAVD 88     -       384.933  (meters)    1262.90   (feet)  ADJUSTED  
 EM0278  ___________________________________________________________________
 EM0278  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0278  DYNAMIC HT  -         384.500 (meters)    1261.48  (feet)  COMP
 EM0278  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 EM0278
 EM0278  VERT ORDER  -  FIRST     CLASS II
 EM0278
 EM0278.The horizontal coordinates were scaled from a topographic map and have
 EM0278.an estimated accuracy of +/- 6 seconds.
 EM0278
 EM0278.The orthometric height was determined by differential leveling
 EM0278.and adjusted by the National Geodetic Survey in June 1991..
 EM0278
 EM0278.The geoid height was determined by GEOID03.
 EM0278
 EM0278.The dynamic height is computed by dividing the NAVD 88
 EM0278.geopotential number by the normal gravity value computed on the
 EM0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0278.degrees latitude (g = 980.6199 gals.).
 EM0278
 EM0278.The modeled gravity was interpolated from observed gravity values.
 EM0278
 EM0278;                    North         East    Units  Estimated Accuracy
 EM0278;SPC TXNC     - 2,281,710.      519,990.      MT  (+/- 180 meters Scaled)
 EM0278
 EM0278                          SUPERSEDED SURVEY CONTROL
 EM0278
 EM0278  NGVD 29 (??/??/92)  384.797  (m)         1262.45   (f) ADJ UNCH    1 2
 EM0278
 EM0278.Superseded values are not recommended for survey control.
 EM0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0278.See file dsdata.txt to determine how the superseded data were derived.
 EM0278
 EM0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC660848(NAD 83)
 EM0278_MARKER: O = CHISELED CIRCLE
 EM0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0278_SP_SET: BRIDGE
 EM0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0278
 EM0278  HISTORY     - Date     Condition        Report By
 EM0278  HISTORY     - UNK      MONUMENTED       BNRR
 EM0278  HISTORY     - 1933     GOOD             NGS
 EM0278  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0278
 EM0278                          STATION DESCRIPTION
 EM0278
 EM0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0278'2.2 MI SE FROM TOLBERT.
 EM0278'SOUTHWEST CORNER WEST CONCRETE HEADWALL BRIDGE NO. 169.35.
 EM0278
 EM0278                          STATION RECOVERY (1957)
 EM0278
 EM0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 EM0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0168 ***********************************************************************
 BN0168  DESIGNATION -  1695 SA USGS
 BN0168  PID         -  BN0168
 BN0168  STATE/COUNTY-  TX/GILLESPIE
 BN0168  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 BN0168
 BN0168                         *CURRENT SURVEY CONTROL
 BN0168  ___________________________________________________________________
 BN0168* NAD 83(1986)-  30 16 18.     (N)    098 52 03.     (W)     SCALED    
 BN0168* NAVD 88     -       514.968  (meters)    1689.52   (feet)  ADJUSTED  
 BN0168  ___________________________________________________________________
 BN0168  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BN0168  DYNAMIC HT  -         514.247 (meters)    1687.16  (feet)  COMP
 BN0168  MODELED GRAV-     979,224.2   (mgal)                       NAVD 88
 BN0168
 BN0168  VERT ORDER  -  FIRST     CLASS II
 BN0168
 BN0168.The horizontal coordinates were scaled from a topographic map and have
 BN0168.an estimated accuracy of +/- 6 seconds.
 BN0168
 BN0168.The orthometric height was determined by differential leveling
 BN0168.and adjusted by the National Geodetic Survey in June 1991..
 BN0168
 BN0168.The geoid height was determined by GEOID03.
 BN0168
 BN0168.The dynamic height is computed by dividing the NAVD 88
 BN0168.geopotential number by the normal gravity value computed on the
 BN0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0168.degrees latitude (g = 980.6199 gals.).
 BN0168
 BN0168.The modeled gravity was interpolated from observed gravity values.
 BN0168
 BN0168;                    North         East    Units  Estimated Accuracy
 BN0168;SPC TX C     - 3,068,000.      841,040.      MT  (+/- 180 meters Scaled)
 BN0168
 BN0168                          SUPERSEDED SURVEY CONTROL
 BN0168
 BN0168.No superseded survey control is available for this station.
 BN0168
 BN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU127488(NAD 83)
 BN0168_MARKER: P = PIPE CAP
 BN0168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BN0168_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BN0168_STAMPING: 1695 S A
 BN0168_MARK LOGO: USGS  
 BN0168_PROJECTION: FLUSH
 BN0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0168
 BN0168  HISTORY     - Date     Condition        Report By
 BN0168  HISTORY     - UNK      MONUMENTED       USGS
 BN0168  HISTORY     - 1953     GOOD             NGS
 BN0168  HISTORY     - 1982     GOOD             NGS
 BN0168  HISTORY     - 19930713 GOOD             USPSQD
 BN0168  HISTORY     - 20030616 POOR             GEOCAC
 BN0168  HISTORY     - 20060314 POOR             USPSQD
 BN0168
 BN0168                          STATION DESCRIPTION
 BN0168
 BN0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0168'0.4 MI SE FROM FREDERICKSBURG.
 BN0168'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BN0168'FREDERICKSBURG, AT AN INTERSECTION WITH U.S. HIGHWAY 87, 56.5 FEET
 BN0168'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 290, 38.5 FEET NORTHWEST
 BN0168'OF THE CENTER LINE OF U.S. HIGHWAY 87, 35.5 FEET NORTHEAST OF THE EAST
 BN0168'CORNER OF A HUMBLE SERVICE STATION, 14 FEET SOUTHWEST OF THE SOUTHWEST
 BN0168'CURB OF U.S. HIGHWAY 290, RIVETED ON THE TOP OF AN IRON PIPE WHICH IS
 BN0168'FLUSH WITH THE CONCRETE DRIVEWAY OF THE SERVICE STATION.
 BN0168
 BN0168                          STATION RECOVERY (1982)
 BN0168
 BN0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0168'0.6 KM (0.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE
 BN0168'IN FREDERICKSBURG, AT A EXXON SERVICE STATION AT THE JUNCTION OF U.S.
 BN0168'HIGHWAY 87 SOUTH, A CAP AND PIPE SET FLUSH WITH THE DRIVEWAY AT THE
 BN0168'SERVICE STATION, 11.2 METERS (37.0 FT) NORTHWEST OF THE CENTERLINE OF
 BN0168'HIGHWAY 87, 17.3 METERS (57.0 FT) SOUTHWEST OF THE CENTERLINE OF
 BN0168'HIGHWAY 290, 23.9 METERS (78.5 FT) EAST NORTHEAST OF THE NORTHEAST
 BN0168'CORNER OF THE EXXON SERVICE STATION, 2.3 METERS (7.5 FT) NORTHWEST OF
 BN0168'A POWER POLE, 1.8 METERS (6.0 FT) SOUTH OF THE MOST NORTHERLY ONE OF
 BN0168'TWO METAL POSTS SUPPORTING THE EXXON SIGN.
 BN0168'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
 BN0168
 BN0168                          STATION RECOVERY (1993)
 BN0168
 BN0168'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0168'RECOVERED IN GOOD CONDITION.
 BN0168
 BN0168                          STATION RECOVERY (2003)
 BN0168
 BN0168'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0168'RECOVERED IN POOR CONDITION AT N 30 16.288 W 98 52.047 USING CONSUMER
 BN0168'GPS RECEIVER.
 BN0168
 BN0168                          STATION RECOVERY (2006)
 BN0168
 BN0168'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0168'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3494 ***********************************************************************
 AW3494  DESIGNATION -  169+51.70 800 PT
 AW3494  PID         -  AW3494
 AW3494  STATE/COUNTY-  TX/HARRIS
 AW3494  USGS QUAD   -  LA PORTE (1982)
 AW3494
 AW3494                         *CURRENT SURVEY CONTROL
 AW3494  ___________________________________________________________________
 AW3494* NAD 83(1986)-  29 42 36.     (N)    095 01 22.     (W)     SCALED    
 AW3494* NAVD 88     -         1.25   (+/-2cm)       4.1    (feet)  VERTCON   
 AW3494  ___________________________________________________________________
 AW3494  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3494
 AW3494  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3494
 AW3494.The horizontal coordinates were scaled from a topographic map and have
 AW3494.an estimated accuracy of +/- 6 seconds.
 AW3494
 AW3494.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3494.The vertical order pertains to the NGVD 29 superseded value.
 AW3494
 AW3494.The geoid height was determined by GEOID03.
 AW3494
 AW3494;                    North         East    Units  Estimated Accuracy
 AW3494;SPC TXSC     - 4,214,530.      984,740.      MT  (+/- 180 meters Scaled)
 AW3494
 AW3494                          SUPERSEDED SURVEY CONTROL
 AW3494
 AW3494  NGVD 29 (??/??/92)    1.248  (m)            4.09   (f) ADJ UNCH    1 2
 AW3494
 AW3494.Superseded values are not recommended for survey control.
 AW3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3494.See file dsdata.txt to determine how the superseded data were derived.
 AW3494
 AW3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN043883(NAD 83)
 AW3494_MARKER: DD = SURVEY DISK
 AW3494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3494_STAMPING: 169+51.70 800 P T
 AW3494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3494+STABILITY: SURFACE MOTION
 AW3494
 AW3494  HISTORY     - Date     Condition        Report By
 AW3494  HISTORY     - UNK      MONUMENTED       USE
 AW3494  HISTORY     - 1959     GOOD             NGS
 AW3494  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3494
 AW3494                          STATION DESCRIPTION
 AW3494
 AW3494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3494'3.9 MI NW FROM MORGAN POINT.
 AW3494'ABOUT 3.9 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3494'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ABOUT 0.2 MILE
 AW3494'NORTH OF THE SOUTH END OF ALEXANDER ISLAND, ABOUT 0.6 MILE NORTHWEST
 AW3494'OF THE BAYTOWN-LA PORTE TUNNEL, 70 FEET SOUTH OF AN EVERGREEN TREE ON
 AW3494'A SMALL MOUND, 38 FEET WEST OF THE HIGH WATER LINE OF THE CHANNEL, 78
 AW3494'FEET NORTHEAST OF A LONE 8-INCH HACKBERRY TREE, 1 1/2 FEET SOUTHEAST
 AW3494'OF A 4 X 6-INCH POST PROJECTING 4 1/2 FEET, AND IN THE TOP OF A
 AW3494'CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND.  NOTE-- THE
 AW3494'GENERAL AREA HAS BEEN BADLY WASHED AWAY.  IT WAS REPORTED HURRICANE
 AW3494'CARLA MAY HAVE TORN THIS MARK OUT.
 AW3494
 AW3494                          STATION RECOVERY (1964)
 AW3494
 AW3494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0277 ***********************************************************************
 EM0277  DESIGNATION -  169.70
 EM0277  PID         -  EM0277
 EM0277  STATE/COUNTY-  TX/WILBARGER
 EM0277  USGS QUAD   -  VERNON (1983)
 EM0277
 EM0277                         *CURRENT SURVEY CONTROL
 EM0277  ___________________________________________________________________
 EM0277* NAD 83(1986)-  34 12 24.     (N)    099 22 20.     (W)     SCALED    
 EM0277* NAVD 88     -       382.723  (meters)    1255.65   (feet)  ADJUSTED  
 EM0277  ___________________________________________________________________
 EM0277  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0277  DYNAMIC HT  -         382.293 (meters)    1254.24  (feet)  COMP
 EM0277  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 EM0277
 EM0277  VERT ORDER  -  FIRST     CLASS II
 EM0277
 EM0277.The horizontal coordinates were scaled from a topographic map and have
 EM0277.an estimated accuracy of +/- 6 seconds.
 EM0277
 EM0277.The orthometric height was determined by differential leveling
 EM0277.and adjusted by the National Geodetic Survey in June 1991..
 EM0277
 EM0277.The geoid height was determined by GEOID03.
 EM0277
 EM0277.The dynamic height is computed by dividing the NAVD 88
 EM0277.geopotential number by the normal gravity value computed on the
 EM0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0277.degrees latitude (g = 980.6199 gals.).
 EM0277
 EM0277.The modeled gravity was interpolated from observed gravity values.
 EM0277
 EM0277;                    North         East    Units  Estimated Accuracy
 EM0277;SPC TXNC     - 2,282,020.      519,610.      MT  (+/- 180 meters Scaled)
 EM0277
 EM0277                          SUPERSEDED SURVEY CONTROL
 EM0277
 EM0277  NGVD 29 (??/??/92)  382.589  (m)         1255.21   (f) ADJ UNCH    1 2
 EM0277
 EM0277.Superseded values are not recommended for survey control.
 EM0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0277.See file dsdata.txt to determine how the superseded data were derived.
 EM0277
 EM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC657851(NAD 83)
 EM0277_MARKER: O = CHISELED CIRCLE
 EM0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0277_SP_SET: CULVERT
 EM0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0277
 EM0277  HISTORY     - Date     Condition        Report By
 EM0277  HISTORY     - UNK      MONUMENTED       BNRR
 EM0277  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0277
 EM0277                          STATION DESCRIPTION
 EM0277
 EM0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0277'1.8 MI SE FROM TOLBERT.
 EM0277'1.8 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0277'TOLBERT, WILBARGER COUNTY, AT CULVERT 169.70, AND ON THE NORTHWEST
 EM0277'CORNER OF THE SOUTH CONCRETE HEADWALL. A CHISELED POINT.  NOTE -- THE
 EM0277'CHISELED POINT COULD NOT BE IDENTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0039 ***********************************************************************
 DQ0039  DESIGNATION -  17
 DQ0039  PID         -  DQ0039
 DQ0039  STATE/COUNTY-  TX/HOCKLEY
 DQ0039  USGS QUAD   -  SMYER (1984)
 DQ0039
 DQ0039                         *CURRENT SURVEY CONTROL
 DQ0039  ___________________________________________________________________
 DQ0039* NAD 83(1986)-  33 35 23.     (N)    102 13 48.     (W)     SCALED    
 DQ0039* NAVD 88     -      1049.832  (meters)    3444.32   (feet)  ADJUSTED  
 DQ0039  ___________________________________________________________________
 DQ0039  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 DQ0039  DYNAMIC HT  -        1048.460 (meters)    3439.82  (feet)  COMP
 DQ0039  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 DQ0039
 DQ0039  VERT ORDER  -  SECOND    CLASS 0
 DQ0039
 DQ0039.The horizontal coordinates were scaled from a topographic map and have
 DQ0039.an estimated accuracy of +/- 6 seconds.
 DQ0039
 DQ0039.The orthometric height was determined by differential leveling
 DQ0039.and adjusted by the National Geodetic Survey in June 1991..
 DQ0039
 DQ0039.The geoid height was determined by GEOID03.
 DQ0039
 DQ0039.The dynamic height is computed by dividing the NAVD 88
 DQ0039.geopotential number by the normal gravity value computed on the
 DQ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0039.degrees latitude (g = 980.6199 gals.).
 DQ0039
 DQ0039.The modeled gravity was interpolated from observed gravity values.
 DQ0039
 DQ0039;                    North         East    Units  Estimated Accuracy
 DQ0039;SPC TXNC     - 2,219,400.      253,860.      MT  (+/- 180 meters Scaled)
 DQ0039
 DQ0039                          SUPERSEDED SURVEY CONTROL
 DQ0039
 DQ0039  NGVD 29 (??/??/92) 1049.440  (m)         3443.04   (f) ADJ UNCH    2 0
 DQ0039
 DQ0039.Superseded values are not recommended for survey control.
 DQ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0039.See file dsdata.txt to determine how the superseded data were derived.
 DQ0039
 DQ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT570201(NAD 83)
 DQ0039_MARKER: B = BOLT
 DQ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0039+STABILITY: SURFACE MOTION
 DQ0039
 DQ0039  HISTORY     - Date     Condition        Report By
 DQ0039  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0039  HISTORY     - 1956     GOOD             NGS
 DQ0039
 DQ0039                          STATION DESCRIPTION
 DQ0039
 DQ0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0039'3.7 MI W FROM SMYER.
 DQ0039'3.7 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0039'STATION AT SMYER, HOCKLEY COUNTY, 106 FEET NORTHWEST OF TELEPHONE POLE
 DQ0039'MILEPOST 17, 49 FEET NORTH OF THE CENTERLINE OF THE TRACK, 51 FEET
 DQ0039'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 42-1/2 FEET NORTHWEST OF RAIL
 DQ0039'ON END MILEPOST 17.  A TRACK BOLT SET IN THE TOP OF A CONCRETE POST,
 DQ0039'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0359 ***********************************************************************
 DM0359  DESIGNATION -  17
 DM0359  PID         -  DM0359
 DM0359  STATE/COUNTY-  TX/RED RIVER
 DM0359  USGS QUAD   -  AVERY (1951)
 DM0359
 DM0359                         *CURRENT SURVEY CONTROL
 DM0359  ___________________________________________________________________
 DM0359* NAD 83(1986)-  33 33 20.     (N)    094 49 07.     (W)     SCALED    
 DM0359* NAVD 88     -       139.105  (meters)     456.38   (feet)  ADJUSTED  
 DM0359  ___________________________________________________________________
 DM0359  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DM0359  DYNAMIC HT  -         138.959 (meters)     455.90  (feet)  COMP
 DM0359  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 DM0359
 DM0359  VERT ORDER  -  SECOND    CLASS 0
 DM0359
 DM0359.The horizontal coordinates were scaled from a topographic map and have
 DM0359.an estimated accuracy of +/- 6 seconds.
 DM0359
 DM0359.The orthometric height was determined by differential leveling
 DM0359.and adjusted by the National Geodetic Survey in June 1991..
 DM0359
 DM0359.The geoid height was determined by GEOID03.
 DM0359
 DM0359.The dynamic height is computed by dividing the NAVD 88
 DM0359.geopotential number by the normal gravity value computed on the
 DM0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0359.degrees latitude (g = 980.6199 gals.).
 DM0359
 DM0359.The modeled gravity was interpolated from observed gravity values.
 DM0359
 DM0359;                    North         East    Units  Estimated Accuracy
 DM0359;SPC TXNC     - 2,215,450.      941,770.      MT  (+/- 180 meters Scaled)
 DM0359
 DM0359                          SUPERSEDED SURVEY CONTROL
 DM0359
 DM0359  NGVD 29 (??/??/92)  139.102  (m)          456.37   (f) ADJ UNCH    2 0
 DM0359
 DM0359.Superseded values are not recommended for survey control.
 DM0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0359.See file dsdata.txt to determine how the superseded data were derived.
 DM0359
 DM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT311143(NAD 83)
 DM0359_MARKER: DD = SURVEY DISK
 DM0359_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0359_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0359_STAMPING: STA 17
 DM0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0359
 DM0359  HISTORY     - Date     Condition        Report By
 DM0359  HISTORY     - UNK      MONUMENTED       USGS
 DM0359  HISTORY     - 1934     GOOD             NGS
 DM0359
 DM0359                          STATION DESCRIPTION
 DM0359
 DM0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0359'2.5 MI W FROM AVERY.
 DM0359'2.5 MI W OF AND ALONG THE T P R R AT A ROAD CROSSING.  0.2 MILE E OF
 DM0359'MILE POST 47.  61 FEET E OF CENTER OF CROSSROAD.  30 FEET N OF CENTER
 DM0359'OF TRACK.  20 FEET S OF R/W FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1127 ***********************************************************************
 FL1127  DESIGNATION -  17
 FL1127  PID         -  FL1127
 FL1127  STATE/COUNTY-  TX/POTTER
 FL1127  USGS QUAD   -  CHUNKY (1969)
 FL1127
 FL1127                         *CURRENT SURVEY CONTROL
 FL1127  ___________________________________________________________________
 FL1127* NAD 83(1986)-  35 25 28.     (N)    101 52 14.     (W)     SCALED    
 FL1127* NAVD 88     -       969.343  (meters)    3180.25   (feet)  ADJUSTED  
 FL1127  ___________________________________________________________________
 FL1127  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1127  DYNAMIC HT  -         968.217 (meters)    3176.56  (feet)  COMP
 FL1127  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 FL1127
 FL1127  VERT ORDER  -  SECOND    CLASS 0
 FL1127
 FL1127.The horizontal coordinates were scaled from a topographic map and have
 FL1127.an estimated accuracy of +/- 6 seconds.
 FL1127
 FL1127.The orthometric height was determined by differential leveling
 FL1127.and adjusted by the National Geodetic Survey in June 1991..
 FL1127
 FL1127.The geoid height was determined by GEOID03.
 FL1127
 FL1127.The dynamic height is computed by dividing the NAVD 88
 FL1127.geopotential number by the normal gravity value computed on the
 FL1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1127.degrees latitude (g = 980.6199 gals.).
 FL1127
 FL1127.The modeled gravity was interpolated from observed gravity values.
 FL1127
 FL1127;                    North         East    Units  Estimated Accuracy
 FL1127;SPC TX N     - 1,158,090.      166,350.      MT  (+/- 180 meters Scaled)
 FL1127
 FL1127                          SUPERSEDED SURVEY CONTROL
 FL1127
 FL1127  NGVD 29 (??/??/92)  968.864  (m)         3178.68   (f) ADJ UNCH    2 0
 FL1127
 FL1127.Superseded values are not recommended for survey control.
 FL1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1127.See file dsdata.txt to determine how the superseded data were derived.
 FL1127
 FL1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE393239(NAD 83)
 FL1127_MARKER: B = BOLT
 FL1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1127+STABILITY: SURFACE MOTION
 FL1127
 FL1127  HISTORY     - Date     Condition        Report By
 FL1127  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1127  HISTORY     - 1934     GOOD             NGS
 FL1127
 FL1127                          STATION DESCRIPTION
 FL1127
 FL1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1127'18.4 MI N FROM AMARILLO.
 FL1127'18.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1127'AMARILLO, POTTER COUNTY, 41 FEET NORTHWEST OF MILEPOST 17, 98 FEET
 FL1127'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 2 FEET NORTHEAST OF THE
 FL1127'RIGHT-OF-WAY FENCE, AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0104 ***********************************************************************
 DN0104  DESIGNATION -  17
 DN0104  PID         -  DN0104
 DN0104  STATE/COUNTY-  TX/HUNT
 DN0104  USGS QUAD   -  GREENVILLE NW (1962)
 DN0104
 DN0104                         *CURRENT SURVEY CONTROL
 DN0104  ___________________________________________________________________
 DN0104* NAD 83(1986)-  33 09 35.     (N)    096 07 33.     (W)     SCALED    
 DN0104* NAVD 88     -       166.812  (meters)     547.28   (feet)  ADJUSTED  
 DN0104  ___________________________________________________________________
 DN0104  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0104  DYNAMIC HT  -         166.631 (meters)     546.69  (feet)  COMP
 DN0104  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 DN0104
 DN0104  VERT ORDER  -  FIRST     CLASS II
 DN0104
 DN0104.The horizontal coordinates were scaled from a topographic map and have
 DN0104.an estimated accuracy of +/- 6 seconds.
 DN0104
 DN0104.The orthometric height was determined by differential leveling
 DN0104.and adjusted by the National Geodetic Survey in June 1991..
 DN0104
 DN0104.The geoid height was determined by GEOID03.
 DN0104
 DN0104.The dynamic height is computed by dividing the NAVD 88
 DN0104.geopotential number by the normal gravity value computed on the
 DN0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0104.degrees latitude (g = 980.6199 gals.).
 DN0104
 DN0104.The modeled gravity was interpolated from observed gravity values.
 DN0104
 DN0104;                    North         East    Units  Estimated Accuracy
 DN0104;SPC TXNC     - 2,168,070.      821,430.      MT  (+/- 180 meters Scaled)
 DN0104
 DN0104                          SUPERSEDED SURVEY CONTROL
 DN0104
 DN0104  NGVD 29 (??/??/92)  166.802  (m)          547.25   (f) ADJ UNCH    1 2
 DN0104
 DN0104.Superseded values are not recommended for survey control.
 DN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0104.See file dsdata.txt to determine how the superseded data were derived.
 DN0104
 DN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB680726(NAD 83)
 DN0104_MARKER: S = SPIKE
 DN0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0104_SP_SET: CULVERT
 DN0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0104
 DN0104  HISTORY     - Date     Condition        Report By
 DN0104  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0104  HISTORY     - 1933     GOOD             NGS
 DN0104  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0104
 DN0104                          STATION DESCRIPTION
 DN0104
 DN0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0104'1.6 MI NW FROM GREENVILLE.
 DN0104'1.6 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0104'FROM GREENVILLE, HUNT COUNTY, 7 POLES SOUTH OF THE SITE OF THE STATION
 DN0104'AT PENIEL, AT MILEAGE 711.4, AT A CONCRETE CULVERT, AND IN THE TOP OF
 DN0104'THE SOUTH END OF THE WEST HEADWALL.  A RAILROAD SPIKE.
 DN0104
 DN0104                          STATION RECOVERY (1986)
 DN0104
 DN0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0973 ***********************************************************************
 AB0973  DESIGNATION -  17 1919 USGS
 AB0973  PID         -  AB0973
 AB0973  STATE/COUNTY-  TX/KENEDY
 AB0973  USGS QUAD   -  NORIAS (1982)
 AB0973
 AB0973                         *CURRENT SURVEY CONTROL
 AB0973  ___________________________________________________________________
 AB0973* NAD 83(1986)-  26 45 01.     (N)    097 46 12.     (W)     SCALED    
 AB0973* NAVD 88     -         6.549  (meters)      21.49   (feet)  ADJUSTED  
 AB0973  ___________________________________________________________________
 AB0973  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AB0973  DYNAMIC HT  -           6.538 (meters)      21.45  (feet)  COMP
 AB0973  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 AB0973
 AB0973  VERT ORDER  -  FIRST     CLASS II
 AB0973
 AB0973.The horizontal coordinates were scaled from a topographic map and have
 AB0973.an estimated accuracy of +/- 6 seconds.
 AB0973
 AB0973.The orthometric height was determined by differential leveling
 AB0973.and adjusted by the National Geodetic Survey in June 1991..
 AB0973
 AB0973.The geoid height was determined by GEOID03.
 AB0973
 AB0973.The dynamic height is computed by dividing the NAVD 88
 AB0973.geopotential number by the normal gravity value computed on the
 AB0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0973.degrees latitude (g = 980.6199 gals.).
 AB0973
 AB0973.The modeled gravity was interpolated from observed gravity values.
 AB0973
 AB0973;                    North         East    Units  Estimated Accuracy
 AB0973;SPC TX S     - 5,120,270.      372,610.      MT  (+/- 180 meters Scaled)
 AB0973
 AB0973                          SUPERSEDED SURVEY CONTROL
 AB0973
 AB0973  NGVD 29 (??/??/92)    6.630  (m)           21.75   (f) ADJ UNCH    1 2
 AB0973
 AB0973.Superseded values are not recommended for survey control.
 AB0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0973.See file dsdata.txt to determine how the superseded data were derived.
 AB0973
 AB0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ223593(NAD 83)
 AB0973_MARKER: P = PIPE CAP
 AB0973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB0973_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB0973_STAMPING: PRIM TRAV STA NO 17 1919
 AB0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0973
 AB0973  HISTORY     - Date     Condition        Report By
 AB0973  HISTORY     - 1919     MONUMENTED       USGS
 AB0973  HISTORY     - 1951     GOOD             NGS
 AB0973  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0973  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0973
 AB0973                          STATION DESCRIPTION
 AB0973
 AB0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0973'2.5 MI S FROM NORIAS.
 AB0973'2.5 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0973'FROM THE STATION AT NORIAS, 86.4 FEET WEST OF BENCH MARK Z 652, 35
 AB0973'FEET WEST OF THE WEST RAIL, 12 FEET SOUTH OF MILEPOST 65, 13 FEET EAST
 AB0973'OF A FENCE, 1.6 FEET SOUTHWEST OF A WITNESS POST, RIVETED ON THE TOP
 AB0973'OF AN IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.  NOTE-- NOW
 AB0973'THE SOUTHERN PACIFIC LINES.
 AB0973
 AB0973                          STATION RECOVERY (1981)
 AB0973
 AB0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0973'SEARCHED FOR, NOT RECOVERED.
 AB0973
 AB0973                          STATION RECOVERY (1988)
 AB0973
 AB0973'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0937 ***********************************************************************
 AH0937  DESIGNATION -  17 A
 AH0937  PID         -  AH0937
 AH0937  STATE/COUNTY-  TX/JIM WELLS
 AH0937  USGS QUAD   -  ORANGE GROVE (1979)
 AH0937
 AH0937                         *CURRENT SURVEY CONTROL
 AH0937  ___________________________________________________________________
 AH0937* NAD 83(1986)-  27 57 24.     (N)    097 56 10.     (W)     SCALED    
 AH0937* NAVD 88     -        58.391  (meters)     191.57   (feet)  POSTED    
 AH0937  ___________________________________________________________________
 AH0937  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH0937  DYNAMIC HT  -          58.300 (meters)     191.27  (feet)  COMP
 AH0937  MODELED GRAV-     979,120.5   (mgal)                       NAVD 88
 AH0937
 AH0937  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AH0937
 AH0937.The horizontal coordinates were scaled from a topographic map and have
 AH0937.an estimated accuracy of +/- 6 seconds.
 AH0937
 AH0937.The orthometric height was determined by differential leveling
 AH0937.and adjusted by the National Geodetic Survey in 1992..
 AH0937.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AH0937.rate of 1.1 thru 2.0 mm/km.
 AH0937
 AH0937.The geoid height was determined by GEOID03.
 AH0937
 AH0937.The dynamic height is computed by dividing the NAVD 88
 AH0937.geopotential number by the normal gravity value computed on the
 AH0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0937.degrees latitude (g = 980.6199 gals.).
 AH0937
 AH0937.The modeled gravity was interpolated from observed gravity values.
 AH0937
 AH0937;                    North         East    Units  Estimated Accuracy
 AH0937;SPC TX S     - 5,253,850.      355,490.      MT  (+/- 180 meters Scaled)
 AH0937
 AH0937                          SUPERSEDED SURVEY CONTROL
 AH0937
 AH0937  NGVD 29 (??/??/92)   58.46   (m)          191.8    (f) COMPUTED    2 0
 AH0937
 AH0937.Superseded values are not recommended for survey control.
 AH0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0937.See file dsdata.txt to determine how the superseded data were derived.
 AH0937
 AH0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR046928(NAD 83)
 AH0937_MARKER: DD = SURVEY DISK
 AH0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0937_STAMPING: TEXAS 1923 17-A
 AH0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0937+STABILITY: SURFACE MOTION
 AH0937
 AH0937  HISTORY     - Date     Condition        Report By
 AH0937  HISTORY     - 1923     MONUMENTED       USGS
 AH0937  HISTORY     - 1935     GOOD             NGS
 AH0937  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 AH0937
 AH0937                          STATION DESCRIPTION
 AH0937
 AH0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AH0937'IN ORANGE GROVE.
 AH0937'215 FEET EAST OF THE S. P. DEPOT.  30 FEET EAST OF THE CENTER LINE OF
 AH0937'U.S. HIGHWAY NO. 96.  27 FEET NORTH OF CENTER LINE OF EAST-WEST
 AH0937'STREET.  2 FEET EAST OF LINE OF POWER LINE POLES.
 AH0937
 AH0937                          STATION RECOVERY (1949)
 AH0937
 AH0937'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 AH0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0454 ***********************************************************************
 BL0454  DESIGNATION -  17 F
 BL0454  PID         -  BL0454
 BL0454  STATE/COUNTY-  TX/LIBERTY
 BL0454  USGS QUAD   -  ROMAYOR (1984)
 BL0454
 BL0454                         *CURRENT SURVEY CONTROL
 BL0454  ___________________________________________________________________
 BL0454* NAD 83(1986)-  30 26 30.     (N)    094 45 29.     (W)     SCALED    
 BL0454* NAVD 88     -        37.10   (+/-2cm)     121.7    (feet)  VERTCON   
 BL0454  ___________________________________________________________________
 BL0454  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0454
 BL0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0454
 BL0454.The horizontal coordinates were scaled from a topographic map and have
 BL0454.an estimated accuracy of +/- 6 seconds.
 BL0454
 BL0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0454.The vertical order pertains to the NGVD 29 superseded value.
 BL0454
 BL0454.The geoid height was determined by GEOID03.
 BL0454
 BL0454;                    North         East    Units  Estimated Accuracy
 BL0454;SPC TX C     - 3,099,330.    1,235,280.      MT  (+/- 180 meters Scaled)
 BL0454
 BL0454                          SUPERSEDED SURVEY CONTROL
 BL0454
 BL0454  NGVD 29 (??/??/92)   37.108  (m)          121.75   (f) ADJ UNCH    2 0
 BL0454
 BL0454.Superseded values are not recommended for survey control.
 BL0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0454.See file dsdata.txt to determine how the superseded data were derived.
 BL0454
 BL0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP311690(NAD 83)
 BL0454_MARKER: DD = SURVEY DISK
 BL0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0454_STAMPING: 17 F 121.586
 BL0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0454+STABILITY: SURFACE MOTION
 BL0454
 BL0454  HISTORY     - Date     Condition        Report By
 BL0454  HISTORY     - UNK      MONUMENTED
 BL0454  HISTORY     - 1955     MARK NOT FOUND   USGS
 BL0454
 BL0454                          STATION DESCRIPTION
 BL0454
 BL0454'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BL0454'IN RYE.
 BL0454'AT RYE, LIBERTY COUNTY, AT THE INTERSECTION OF STATE HIGHWAY 146 AND
 BL0454'THE CLEVELAND-KOUNTZE ROAD, 150 FEET NORTHWEST OF THE CENTERLINE OF
 BL0454'THE CLEVELAND-KOUNTZE ROAD, 100 FEET NORTHEAST OF THE CENTERLINE OF
 BL0454'STATE HIGHWAY 146, AT THE PUBLIC SCHOOL, IN THE SCHOOL GROUNDS, AND 2
 BL0454'FEET SOUTHWEST OF THE SOUTH CORNER OF THE FRAME SCHOOL BUILDING.  A
 BL0454'TEXAS STATE RECLAMATION DEPARTMENT STANDARD DISK, STAMPED 17 F 121.586
 BL0454'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0101 ***********************************************************************
 CR0101  DESIGNATION -  170
 CR0101  PID         -  CR0101
 CR0101  STATE/COUNTY-  TX/PANOLA
 CR0101  USGS QUAD   -  CARTHAGE (1983)
 CR0101
 CR0101                         *CURRENT SURVEY CONTROL
 CR0101  ___________________________________________________________________
 CR0101* NAD 83(1986)-  32 08 06.     (N)    094 20 38.     (W)     SCALED    
 CR0101* NAVD 88     -        89.20   (+/-2cm)     292.7    (feet)  VERTCON   
 CR0101  ___________________________________________________________________
 CR0101  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0101
 CR0101  VERT ORDER  -  ? (See Below)
 CR0101
 CR0101.The horizontal coordinates were scaled from a topographic map and have
 CR0101.an estimated accuracy of +/- 6 seconds.
 CR0101
 CR0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0101.The vertical order pertains to the NGVD 29 superseded value.
 CR0101
 CR0101.The geoid height was determined by GEOID03.
 CR0101
 CR0101;                    North         East    Units  Estimated Accuracy
 CR0101;SPC TXNC     - 2,059,690.      992,050.      MT  (+/- 180 meters Scaled)
 CR0101
 CR0101                          SUPERSEDED SURVEY CONTROL
 CR0101
 CR0101  NGVD 29 (??/??/92)   89.228  (m)          292.74   (f) ADJ UNCH    ?  
 CR0101
 CR0101.Superseded values are not recommended for survey control.
 CR0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0101.See file dsdata.txt to determine how the superseded data were derived.
 CR0101
 CR0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR732561(NAD 83)
 CR0101_MARKER: Z = SEE DESCRIPTION
 CR0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0101_SP_SET: RAIL
 CR0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0101
 CR0101  HISTORY     - Date     Condition        Report By
 CR0101  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0101  HISTORY     - 1934     GOOD             NGS
 CR0101  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CR0101
 CR0101                          STATION DESCRIPTION
 CR0101
 CR0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0101'1.6 MI S FROM CARTHAGE.
 CR0101'1.6 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0101'CARTHAGE, PANOLA COUNTY, AND NEAR MILEPOST 170.  THE TOP OF A VERTICAL
 CR0101'RAIL.
 CR0101
 CR0101                          STATION RECOVERY (1990)
 CR0101
 CR0101'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CR0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0002 ***********************************************************************
 AJ0002  DESIGNATION -  170
 AJ0002  PID         -  AJ0002
 AJ0002  STATE/COUNTY-  TX/JIM WELLS
 AJ0002  USGS QUAD   -  ALICE NORTH (1963)
 AJ0002
 AJ0002                         *CURRENT SURVEY CONTROL
 AJ0002  ___________________________________________________________________
 AJ0002* NAD 83(1986)-  27 45 35.     (N)    098 01 02.     (W)     SCALED    
 AJ0002* NAVD 88     -        51.091  (meters)     167.62   (feet)  ADJUSTED  
 AJ0002  ___________________________________________________________________
 AJ0002  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AJ0002  DYNAMIC HT  -          51.012 (meters)     167.36  (feet)  COMP
 AJ0002  MODELED GRAV-     979,099.2   (mgal)                       NAVD 88
 AJ0002
 AJ0002  VERT ORDER  -  FIRST     CLASS II
 AJ0002
 AJ0002.The horizontal coordinates were scaled from a topographic map and have
 AJ0002.an estimated accuracy of +/- 6 seconds.
 AJ0002
 AJ0002.The orthometric height was determined by differential leveling
 AJ0002.and adjusted by the National Geodetic Survey in June 1991..
 AJ0002.WARNING-Repeat measurements at this control monument indicate possible
 AJ0002.vertical movement.
 AJ0002
 AJ0002.The geoid height was determined by GEOID03.
 AJ0002
 AJ0002.The dynamic height is computed by dividing the NAVD 88
 AJ0002.geopotential number by the normal gravity value computed on the
 AJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0002.degrees latitude (g = 980.6199 gals.).
 AJ0002
 AJ0002.The modeled gravity was interpolated from observed gravity values.
 AJ0002
 AJ0002;                    North         East    Units  Estimated Accuracy
 AJ0002;SPC TX S     - 5,231,990.      347,590.      MT  (+/- 180 meters Scaled)
 AJ0002
 AJ0002                          SUPERSEDED SURVEY CONTROL
 AJ0002
 AJ0002  NGVD 29 (??/??/92)   51.192  (m)          167.95   (f) ADJ UNCH    1 2
 AJ0002
 AJ0002.Superseded values are not recommended for survey control.
 AJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0002.See file dsdata.txt to determine how the superseded data were derived.
 AJ0002
 AJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR968709(NAD 83)
 AJ0002_MARKER: P = PIPE CAP
 AJ0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AJ0002_STAMPING: 170 1920 167.94
 AJ0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0002
 AJ0002  HISTORY     - Date     Condition        Report By
 AJ0002  HISTORY     - 1920     MONUMENTED       USGS
 AJ0002  HISTORY     - 1950     GOOD             NGS
 AJ0002
 AJ0002                          STATION DESCRIPTION
 AJ0002
 AJ0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AJ0002'3.6 MI E FROM ALICE.
 AJ0002'3.6 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0002'ALICE, 2 POLES NORTHEAST OF MILEPOST 123, 101 FEET SOUTHEAST OF THE
 AJ0002'SOUTH CORNER OF TRESTLE 123 B, 106 FEET SOUTHEAST OF THE SOUTHEAST
 AJ0002'RAIL, 39 FEET WEST OF THE CENTER OF A WIRE GATE, 2 FEET WEST OF A
 AJ0002'FENCE CORNER, 2 FEET EAST OF A WITNESS POST, RIVETED ON THE TOP OF AN
 AJ0002'IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3495 ***********************************************************************
 AW3495  DESIGNATION -  170+00 1050 60
 AW3495  PID         -  AW3495
 AW3495  STATE/COUNTY-  TX/HARRIS
 AW3495  USGS QUAD   -  LA PORTE (1982)
 AW3495
 AW3495                         *CURRENT SURVEY CONTROL
 AW3495  ___________________________________________________________________
 AW3495* NAD 83(1986)-  29 42 36.     (N)    095 01 22.     (W)     SCALED    
 AW3495* NAVD 88     -         0.87   (+/-2cm)       2.9    (feet)  VERTCON   
 AW3495  ___________________________________________________________________
 AW3495  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3495
 AW3495  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3495
 AW3495.The horizontal coordinates were scaled from a topographic map and have
 AW3495.an estimated accuracy of +/- 6 seconds.
 AW3495
 AW3495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3495.The vertical order pertains to the NGVD 29 superseded value.
 AW3495
 AW3495.The geoid height was determined by GEOID03.
 AW3495
 AW3495;                    North         East    Units  Estimated Accuracy
 AW3495;SPC TXSC     - 4,214,530.      984,740.      MT  (+/- 180 meters Scaled)
 AW3495
 AW3495                          SUPERSEDED SURVEY CONTROL
 AW3495
 AW3495  NGVD 29 (??/??/92)    0.864  (m)            2.83   (f) ADJ UNCH    1 2
 AW3495
 AW3495.Superseded values are not recommended for survey control.
 AW3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3495.See file dsdata.txt to determine how the superseded data were derived.
 AW3495
 AW3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN043883(NAD 83)
 AW3495_MARKER: DD = SURVEY DISK
 AW3495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3495_STAMPING: 170+00 1050 60
 AW3495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3495+STABILITY: SURFACE MOTION
 AW3495
 AW3495  HISTORY     - Date     Condition        Report By
 AW3495  HISTORY     - UNK      MONUMENTED       USE
 AW3495  HISTORY     - 1964     GOOD             NGS
 AW3495
 AW3495                          STATION DESCRIPTION
 AW3495
 AW3495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3495'4.05 MI NW FROM MORGAN POINT.
 AW3495'ABOUT 4.05 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3495'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ABOUT 0.45 MILE
 AW3495'NORTH OF THE SOUTH END OF ALEXANDER ISLAND, 201 FEET EAST OF THE
 AW3495'CENTER OF A DIRT LEVEE, 86 FEET SOUTHWEST OF THE HIGH WATER LINE, 65
 AW3495'FEET NORTHWEST OF A 6-INCH TREE, 1.5 FEET NORTH OF A 4 X 4 INCH POST,
 AW3495'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1869 ***********************************************************************
 BK1869  DESIGNATION -  170.00 ATSFRR
 BK1869  PID         -  BK1869
 BK1869  STATE/COUNTY-  TX/JASPER
 BK1869  USGS QUAD   -  ROGANVILLE (1984)
 BK1869
 BK1869                         *CURRENT SURVEY CONTROL
 BK1869  ___________________________________________________________________
 BK1869* NAD 83(1986)-  30 46 03.     (N)    093 53 17.     (W)     SCALED    
 BK1869* NAVD 88     -        52.47   (+/-2cm)     172.1    (feet)  VERTCON   
 BK1869  ___________________________________________________________________
 BK1869  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BK1869
 BK1869  VERT ORDER  -  ? (See Below)
 BK1869
 BK1869.The horizontal coordinates were scaled from a topographic map and have
 BK1869.an estimated accuracy of +/- 6 seconds.
 BK1869
 BK1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1869.The vertical order pertains to the NGVD 29 superseded value.
 BK1869
 BK1869.The geoid height was determined by GEOID03.
 BK1869
 BK1869;                    North         East    Units  Estimated Accuracy
 BK1869;SPC TX C     - 3,139,900.    1,316,630.      MT  (+/- 180 meters Scaled)
 BK1869
 BK1869                          SUPERSEDED SURVEY CONTROL
 BK1869
 BK1869  NGVD 29 (??/??/??)   52.469  (m)          172.14   (f) ADJUSTED    ?  
 BK1869
 BK1869.Superseded values are not recommended for survey control.
 BK1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1869.See file dsdata.txt to determine how the superseded data were derived.
 BK1869
 BK1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ150041(NAD 83)
 BK1869_MARKER: Z = SEE DESCRIPTION
 BK1869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1869_SP_SET: RAIL
 BK1869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1869
 BK1869  HISTORY     - Date     Condition        Report By
 BK1869  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1869  HISTORY     - 1932     GOOD             CGS
 BK1869  HISTORY     - 1934     GOOD             CGS
 BK1869
 BK1869                          STATION DESCRIPTION
 BK1869
 BK1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1869'7.5 MI N FROM KIRBYVILLE.
 BK1869'7.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1869'STATION AT KIRKBYVILLE, JASPER COUNTY, 65 FEET NORTHWEST OF MILE RAIL
 BK1869'60, 40 FEET WEST OF THE TRACK, AND 4 FEET WEST OF MILE POLE 60. THE
 BK1869'TOP OF A VERTICAL RAIL PROJECTING 1 FOOT ABOVE GROUND.
 BK1869
 BK1869                          STATION RECOVERY (1934)
 BK1869
 BK1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0076 ***********************************************************************
 AO0076  DESIGNATION -  170.35
 AO0076  PID         -  AO0076
 AO0076  STATE/COUNTY-  TX/LIVE OAK
 AO0076  USGS QUAD   -  THREE RIVERS (1984)
 AO0076
 AO0076                         *CURRENT SURVEY CONTROL
 AO0076  ___________________________________________________________________
 AO0076* NAD 83(1986)-  28 25 24.     (N)    098 10 36.     (W)     SCALED    
 AO0076* NAVD 88     -        51.990  (meters)     170.57   (feet)  ADJUSTED  
 AO0076  ___________________________________________________________________
 AO0076  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AO0076  DYNAMIC HT  -          51.913 (meters)     170.32  (feet)  COMP
 AO0076  MODELED GRAV-     979,168.9   (mgal)                       NAVD 88
 AO0076
 AO0076  VERT ORDER  -  SECOND    CLASS 0
 AO0076
 AO0076.The horizontal coordinates were scaled from a topographic map and have
 AO0076.an estimated accuracy of +/- 6 seconds.
 AO0076
 AO0076.The orthometric height was determined by differential leveling
 AO0076.and adjusted by the National Geodetic Survey in June 1991..
 AO0076
 AO0076.The geoid height was determined by GEOID03.
 AO0076
 AO0076.The dynamic height is computed by dividing the NAVD 88
 AO0076.geopotential number by the normal gravity value computed on the
 AO0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0076.degrees latitude (g = 980.6199 gals.).
 AO0076
 AO0076.The modeled gravity was interpolated from observed gravity values.
 AO0076
 AO0076;                    North         East    Units  Estimated Accuracy
 AO0076;SPC TXSC     - 4,065,670.      680,660.      MT  (+/- 180 meters Scaled)
 AO0076
 AO0076                          SUPERSEDED SURVEY CONTROL
 AO0076
 AO0076  NGVD 29 (??/??/92)   51.966  (m)          170.49   (f) ADJ UNCH    2 0
 AO0076
 AO0076.Superseded values are not recommended for survey control.
 AO0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0076.See file dsdata.txt to determine how the superseded data were derived.
 AO0076
 AO0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS806443(NAD 83)
 AO0076_MARKER: X = CHISELED CROSS
 AO0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0076_SP_SET: ABUTMENT
 AO0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0076
 AO0076  HISTORY     - Date     Condition        Report By
 AO0076  HISTORY     - UNK      MONUMENTED       TXHD
 AO0076  HISTORY     - 1934     GOOD             NGS
 AO0076
 AO0076                          STATION DESCRIPTION
 AO0076
 AO0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0076'2.5 MI S FROM THREE RIVERS.
 AO0076'2.5 MILES SOUTH ALONG THE THREE RIVERS-GEORGE WEST HIGHWAY FROM THREE
 AO0076'RIVERS, LIVE OAK COUNTY, AT AN OVERHEAD CROSSING OF SAN ANTONIO,
 AO0076'UVALDE AND GULF RAILROAD, AND ON THE TOP OF AN ANCHOR BOLT ON THE
 AO0076'SOUTH END OF THE EAST ABUTMENT.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0681 ***********************************************************************
 CA0681  DESIGNATION -  1706.49
 CA0681  PID         -  CA0681
 CA0681  STATE/COUNTY-  TX/RUNNELS
 CA0681  USGS QUAD   -  BENOIT (1967)
 CA0681
 CA0681                         *CURRENT SURVEY CONTROL
 CA0681  ___________________________________________________________________
 CA0681* NAD 83(1986)-  31 46 48.     (N)    099 49 55.     (W)     SCALED    
 CA0681* NAVD 88     -       520.397  (meters)    1707.34   (feet)  ADJUSTED  
 CA0681  ___________________________________________________________________
 CA0681  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CA0681  DYNAMIC HT  -         519.710 (meters)    1705.08  (feet)  COMP
 CA0681  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 CA0681
 CA0681  VERT ORDER  -  SECOND    CLASS 0
 CA0681
 CA0681.The horizontal coordinates were scaled from a topographic map and have
 CA0681.an estimated accuracy of +/- 6 seconds.
 CA0681
 CA0681.The orthometric height was determined by differential leveling
 CA0681.and adjusted by the National Geodetic Survey in June 1991..
 CA0681
 CA0681.The geoid height was determined by GEOID03.
 CA0681
 CA0681.The dynamic height is computed by dividing the NAVD 88
 CA0681.geopotential number by the normal gravity value computed on the
 CA0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0681.degrees latitude (g = 980.6199 gals.).
 CA0681
 CA0681.The modeled gravity was interpolated from observed gravity values.
 CA0681
 CA0681;                    North         East    Units  Estimated Accuracy
 CA0681;SPC TX C     - 3,234,390.      747,490.      MT  (+/- 180 meters Scaled)
 CA0681
 CA0681                          SUPERSEDED SURVEY CONTROL
 CA0681
 CA0681  NGVD 29 (??/??/92)  520.281  (m)         1706.96   (f) ADJ UNCH    2 0
 CA0681
 CA0681.Superseded values are not recommended for survey control.
 CA0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0681.See file dsdata.txt to determine how the superseded data were derived.
 CA0681
 CA0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA212163(NAD 83)
 CA0681_MARKER: Z = SEE DESCRIPTION
 CA0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0681_SP_SET: RAIL
 CA0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0681
 CA0681  HISTORY     - Date     Condition        Report By
 CA0681  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0681  HISTORY     - 1935     GOOD             NGS
 CA0681
 CA0681                          STATION DESCRIPTION
 CA0681
 CA0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0681'7.9 MI E FROM BALLINGER.
 CA0681'7.9 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0681'STATION AT BALLINGER, RUNNELS COUNTY, AT MILE ZONE 29+0265, AT STATION
 CA0681'1533+85, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK. THE HIGHEST
 CA0681'POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0430 ***********************************************************************
 CA0430  DESIGNATION -  1706.80 GCSFRC
 CA0430  PID         -  CA0430
 CA0430  STATE/COUNTY-  TX/COLEMAN
 CA0430  USGS QUAD   -  LAKE SAN TANA (1963)
 CA0430
 CA0430                         *CURRENT SURVEY CONTROL
 CA0430  ___________________________________________________________________
 CA0430* NAD 83(1986)-  31 46 34.     (N)    099 22 03.     (W)     SCALED    
 CA0430* NAVD 88     -       517.211  (meters)    1696.88   (feet)  ADJUSTED  
 CA0430  ___________________________________________________________________
 CA0430  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CA0430  DYNAMIC HT  -         516.530 (meters)    1694.65  (feet)  COMP
 CA0430  MODELED GRAV-     979,305.6   (mgal)                       NAVD 88
 CA0430
 CA0430  VERT ORDER  -  SECOND    CLASS 0
 CA0430
 CA0430.The horizontal coordinates were scaled from a topographic map and have
 CA0430.an estimated accuracy of +/- 6 seconds.
 CA0430
 CA0430.The orthometric height was determined by differential leveling
 CA0430.and adjusted by the National Geodetic Survey in June 1991..
 CA0430
 CA0430.The geoid height was determined by GEOID03.
 CA0430
 CA0430.The dynamic height is computed by dividing the NAVD 88
 CA0430.geopotential number by the normal gravity value computed on the
 CA0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0430.degrees latitude (g = 980.6199 gals.).
 CA0430
 CA0430.The modeled gravity was interpolated from observed gravity values.
 CA0430
 CA0430;                    North         East    Units  Estimated Accuracy
 CA0430;SPC TX C     - 3,234,250.      791,480.      MT  (+/- 180 meters Scaled)
 CA0430
 CA0430                          SUPERSEDED SURVEY CONTROL
 CA0430
 CA0430  NGVD 29 (??/??/92)  517.098  (m)         1696.51   (f) ADJ UNCH    2 0
 CA0430
 CA0430.Superseded values are not recommended for survey control.
 CA0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0430.See file dsdata.txt to determine how the superseded data were derived.
 CA0430
 CA0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA652156(NAD 83)
 CA0430_MARKER: X = CHISELED CROSS
 CA0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0430_SP_SET: FLANGE
 CA0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0430
 CA0430  HISTORY     - Date     Condition        Report By
 CA0430  HISTORY     - UNK      MONUMENTED       GCSFRC
 CA0430  HISTORY     - 1950     GOOD             NGS
 CA0430  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0430
 CA0430                          STATION DESCRIPTION
 CA0430
 CA0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CA0430'IN SAN ANGELO JUNCTION.
 CA0430'AT SAN ANGELO JUNCTION, COLEMAN COUNTY, AT THE WEST SIDE OF A WATER
 CA0430'TANK, AND IN THE TOP OF A FLANGE OF A CLEANOUT HOLE.  A CROSS.
 CA0430
 CA0430                          STATION RECOVERY (1982)
 CA0430
 CA0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0430'THE WATER TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0169 ***********************************************************************
 BN0169  DESIGNATION -  1708 SA USGS
 BN0169  PID         -  BN0169
 BN0169  STATE/COUNTY-  TX/GILLESPIE
 BN0169  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 BN0169
 BN0169                         *CURRENT SURVEY CONTROL
 BN0169  ___________________________________________________________________
 BN0169* NAD 83(1986)-  30 16 31.     (N)    098 52 24.     (W)     SCALED    
 BN0169* NAVD 88     -       518.943  (meters)    1702.57   (feet)  ADJUSTED  
 BN0169  ___________________________________________________________________
 BN0169  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 BN0169  DYNAMIC HT  -         518.216 (meters)    1700.18  (feet)  COMP
 BN0169  MODELED GRAV-     979,222.8   (mgal)                       NAVD 88
 BN0169
 BN0169  VERT ORDER  -  FIRST     CLASS II
 BN0169
 BN0169.The horizontal coordinates were scaled from a topographic map and have
 BN0169.an estimated accuracy of +/- 6 seconds.
 BN0169
 BN0169.The orthometric height was determined by differential leveling
 BN0169.and adjusted by the National Geodetic Survey in June 1991..
 BN0169
 BN0169.The geoid height was determined by GEOID03.
 BN0169
 BN0169.The dynamic height is computed by dividing the NAVD 88
 BN0169.geopotential number by the normal gravity value computed on the
 BN0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0169.degrees latitude (g = 980.6199 gals.).
 BN0169
 BN0169.The modeled gravity was interpolated from observed gravity values.
 BN0169
 BN0169;                    North         East    Units  Estimated Accuracy
 BN0169;SPC TX C     - 3,068,390.      840,470.      MT  (+/- 180 meters Scaled)
 BN0169
 BN0169                          SUPERSEDED SURVEY CONTROL
 BN0169
 BN0169.No superseded survey control is available for this station.
 BN0169
 BN0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU121492(NAD 83)
 BN0169_MARKER: DD = SURVEY DISK
 BN0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0169_SP_SET: BUILDING
 BN0169_STAMPING: 1708 S A
 BN0169_MARK LOGO: USGS  
 BN0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0169
 BN0169  HISTORY     - Date     Condition        Report By
 BN0169  HISTORY     - UNK      MONUMENTED       USGS
 BN0169  HISTORY     - 1953     GOOD             NGS
 BN0169  HISTORY     - 1982     GOOD             NGS
 BN0169  HISTORY     - 19930713 GOOD             USPSQD
 BN0169  HISTORY     - 19960309 GOOD             USPSQD
 BN0169  HISTORY     - 20040325 GOOD             USPSQD
 BN0169
 BN0169                          STATION DESCRIPTION
 BN0169
 BN0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0169'IN FREDERICKSBURG.
 BN0169'AT FREDERICKSBURG, AT THE OLD COURTHOUSE WHICH IS THE FIRST STONE
 BN0169'BUILDING NORTHWEST OF THE NEW COURTHOUSE, SET VERTICALLY IN THE
 BN0169'SOUTHEAST WALL OF THE BUILDING, 10.5 FEET NORTHEAST OF THE NORTHEAST
 BN0169'EDGE OF A DOOR SILL, 3.4 FEET ABOVE THE GROUND.
 BN0169
 BN0169                          STATION RECOVERY (1982)
 BN0169
 BN0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0169'SET VERTICALLY IN THE SOUTHEAST WALL OF THE PIONEER MEMORIAL LIBRARY
 BN0169'LOCATED AT THE JUNCTION OF STATE HIGHWAY 16 SOUTH AND U.S. HIGHWAYS
 BN0169'290 AND 87 IN FREDERICKSBURG, 3.1 METERS (10.5 FT) NORTHEAST OF THE
 BN0169'EXTENDED CENTER OF TWO DOORS ON THE SOUTHEAST SIDE.
 BN0169'THE MARK IS 0.6 M ABOVE GROUND LEVEL.
 BN0169
 BN0169                          STATION RECOVERY (1993)
 BN0169
 BN0169'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0169'RECOVERED IN GOOD CONDITION.
 BN0169
 BN0169                          STATION RECOVERY (1996)
 BN0169
 BN0169'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0169'RECOVERED IN GOOD CONDITION.
 BN0169
 BN0169                          STATION RECOVERY (2004)
 BN0169
 BN0169'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0275 ***********************************************************************
 EM0275  DESIGNATION -  170.98
 EM0275  PID         -  EM0275
 EM0275  STATE/COUNTY-  TX/WILBARGER
 EM0275  USGS QUAD   -  TOLBERT (1983)
 EM0275
 EM0275                         *CURRENT SURVEY CONTROL
 EM0275  ___________________________________________________________________
 EM0275* NAD 83(1986)-  34 13 03.     (N)    099 23 29.     (W)     SCALED    
 EM0275* NAVD 88     -       391.877  (meters)    1285.68   (feet)  ADJUSTED  
 EM0275  ___________________________________________________________________
 EM0275  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0275  DYNAMIC HT  -         391.436 (meters)    1284.24  (feet)  COMP
 EM0275  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 EM0275
 EM0275  VERT ORDER  -  FIRST     CLASS II
 EM0275
 EM0275.The horizontal coordinates were scaled from a topographic map and have
 EM0275.an estimated accuracy of +/- 6 seconds.
 EM0275
 EM0275.The orthometric height was determined by differential leveling
 EM0275.and adjusted by the National Geodetic Survey in June 1991..
 EM0275
 EM0275.The geoid height was determined by GEOID03.
 EM0275
 EM0275.The dynamic height is computed by dividing the NAVD 88
 EM0275.geopotential number by the normal gravity value computed on the
 EM0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0275.degrees latitude (g = 980.6199 gals.).
 EM0275
 EM0275.The modeled gravity was interpolated from observed gravity values.
 EM0275
 EM0275;                    North         East    Units  Estimated Accuracy
 EM0275;SPC TXNC     - 2,283,230.      517,850.      MT  (+/- 180 meters Scaled)
 EM0275
 EM0275                          SUPERSEDED SURVEY CONTROL
 EM0275
 EM0275  NGVD 29 (??/??/92)  391.739  (m)         1285.23   (f) ADJ UNCH    1 2
 EM0275
 EM0275.Superseded values are not recommended for survey control.
 EM0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0275.See file dsdata.txt to determine how the superseded data were derived.
 EM0275
 EM0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC639863(NAD 83)
 EM0275_MARKER: O = CHISELED CIRCLE
 EM0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0275_SP_SET: PARAPET
 EM0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0275
 EM0275  HISTORY     - Date     Condition        Report By
 EM0275  HISTORY     - UNK      MONUMENTED       BNRR
 EM0275  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0275
 EM0275                          STATION DESCRIPTION
 EM0275
 EM0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0275'0.5 MI SE FROM TOLBERT.
 EM0275'0.5 MILE SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0275'TOLBERT, WILBARGER COUNTY, AT BRIDGE 170.98, AND ON THE SOUTHWEST
 EM0275'CORNER OF THE SOUTH CONCRETE PARAPET.  A CHISELED POINT.  NOTE -- THE
 EM0275'CHISELED POINT COULD NOT BE IDENTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0103 ***********************************************************************
 CR0103  DESIGNATION -  171
 CR0103  PID         -  CR0103
 CR0103  STATE/COUNTY-  TX/PANOLA
 CR0103  USGS QUAD   -  CARTHAGE (1983)
 CR0103
 CR0103                         *CURRENT SURVEY CONTROL
 CR0103  ___________________________________________________________________
 CR0103* NAD 83(1986)-  32 08 55.     (N)    094 20 07.     (W)     SCALED    
 CR0103* NAVD 88     -        85.067  (meters)     279.09   (feet)  ADJUSTED  
 CR0103  ___________________________________________________________________
 CR0103  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CR0103  DYNAMIC HT  -          84.968 (meters)     278.77  (feet)  COMP
 CR0103  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 CR0103
 CR0103  VERT ORDER  -  SECOND    CLASS 0
 CR0103
 CR0103.The horizontal coordinates were scaled from a topographic map and have
 CR0103.an estimated accuracy of +/- 6 seconds.
 CR0103
 CR0103.The orthometric height was determined by differential leveling
 CR0103.and adjusted by the National Geodetic Survey in June 1991..
 CR0103
 CR0103.The geoid height was determined by GEOID03.
 CR0103
 CR0103.The dynamic height is computed by dividing the NAVD 88
 CR0103.geopotential number by the normal gravity value computed on the
 CR0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0103.degrees latitude (g = 980.6199 gals.).
 CR0103
 CR0103.The modeled gravity was interpolated from observed gravity values.
 CR0103
 CR0103;                    North         East    Units  Estimated Accuracy
 CR0103;SPC TXNC     - 2,061,230.      992,800.      MT  (+/- 180 meters Scaled)
 CR0103
 CR0103                          SUPERSEDED SURVEY CONTROL
 CR0103
 CR0103  NGVD 29 (??/??/92)   85.099  (m)          279.20   (f) ADJ UNCH    2 0
 CR0103
 CR0103.Superseded values are not recommended for survey control.
 CR0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0103.See file dsdata.txt to determine how the superseded data were derived.
 CR0103
 CR0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR740576(NAD 83)
 CR0103_MARKER: Z = SEE DESCRIPTION
 CR0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0103_SP_SET: RAIL
 CR0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0103
 CR0103  HISTORY     - Date     Condition        Report By
 CR0103  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0103  HISTORY     - 1934     GOOD             NGS
 CR0103  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CR0103  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CR0103  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0103
 CR0103                          STATION DESCRIPTION
 CR0103
 CR0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0103'0.6 MI S FROM CARTHAGE.
 CR0103'0.6 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0103'CARTHAGE, PANOLA COUNTY, 10 FEET NORTH OF THE CENTER LINE OF THE
 CR0103'TRACK, AND NEAR MILEPOST 171.  THE TOP OF A VERTICAL RAIL.
 CR0103
 CR0103                          STATION RECOVERY (1990)
 CR0103
 CR0103'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CR0103'MARK NOT FOUND.
 CR0103
 CR0103                          STATION RECOVERY (1990)
 CR0103
 CR0103'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CR0103'MARK NOT FOUND.
 CR0103
 CR0103                          STATION RECOVERY (1998)
 CR0103
 CR0103'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0429 ***********************************************************************
 CA0429  DESIGNATION -  1712.23 GCSFRC
 CA0429  PID         -  CA0429
 CA0429  STATE/COUNTY-  TX/COLEMAN
 CA0429  USGS QUAD   -  LAKE SAN TANA (1963)
 CA0429
 CA0429                         *CURRENT SURVEY CONTROL
 CA0429  ___________________________________________________________________
 CA0429* NAD 83(1986)-  31 46 36.     (N)    099 22 26.     (W)     SCALED    
 CA0429* NAVD 88     -       522.194  (meters)    1713.23   (feet)  ADJUSTED  
 CA0429  ___________________________________________________________________
 CA0429  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CA0429  DYNAMIC HT  -         521.506 (meters)    1710.97  (feet)  COMP
 CA0429  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 CA0429
 CA0429  VERT ORDER  -  SECOND    CLASS 0
 CA0429
 CA0429.The horizontal coordinates were scaled from a topographic map and have
 CA0429.an estimated accuracy of +/- 6 seconds.
 CA0429
 CA0429.The orthometric height was determined by differential leveling
 CA0429.and adjusted by the National Geodetic Survey in June 1991..
 CA0429
 CA0429.The geoid height was determined by GEOID03.
 CA0429
 CA0429.The dynamic height is computed by dividing the NAVD 88
 CA0429.geopotential number by the normal gravity value computed on the
 CA0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0429.degrees latitude (g = 980.6199 gals.).
 CA0429
 CA0429.The modeled gravity was interpolated from observed gravity values.
 CA0429
 CA0429;                    North         East    Units  Estimated Accuracy
 CA0429;SPC TX C     - 3,234,310.      790,880.      MT  (+/- 180 meters Scaled)
 CA0429
 CA0429                          SUPERSEDED SURVEY CONTROL
 CA0429
 CA0429  NGVD 29 (??/??/92)  522.082  (m)         1712.86   (f) ADJ UNCH    2 0
 CA0429
 CA0429.Superseded values are not recommended for survey control.
 CA0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0429.See file dsdata.txt to determine how the superseded data were derived.
 CA0429
 CA0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA645157(NAD 83)
 CA0429_MARKER: Z = SEE DESCRIPTION
 CA0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0429_SP_SET: RAIL
 CA0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0429
 CA0429  HISTORY     - Date     Condition        Report By
 CA0429  HISTORY     - UNK      MONUMENTED       GCSFRC
 CA0429  HISTORY     - 1935     GOOD             NGS
 CA0429  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0429
 CA0429                          STATION DESCRIPTION
 CA0429
 CA0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0429'0.4 MI W FROM SAN ANGELO JUNCTION.
 CA0429'0.4 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0429'STATION AT SAN ANGELO JUNCTION, COLEMAN COUNTY, AT MILE ZONE 0+2080,
 CA0429'AT STATION 20+80, AND 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 CA0429'THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
 CA0429
 CA0429                          STATION RECOVERY (1982)
 CA0429
 CA0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0107 ***********************************************************************
 CR0107  DESIGNATION -  172
 CR0107  PID         -  CR0107
 CR0107  STATE/COUNTY-  TX/PANOLA
 CR0107  USGS QUAD   -  CARTHAGE (1983)
 CR0107
 CR0107                         *CURRENT SURVEY CONTROL
 CR0107  ___________________________________________________________________
 CR0107* NAD 83(1986)-  32 09 30.     (N)    094 20 06.     (W)     SCALED    
 CR0107* NAVD 88     -        88.635  (meters)     290.80   (feet)  ADJUSTED  
 CR0107  ___________________________________________________________________
 CR0107  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CR0107  DYNAMIC HT  -          88.532 (meters)     290.46  (feet)  COMP
 CR0107  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 CR0107
 CR0107  VERT ORDER  -  SECOND    CLASS 0
 CR0107
 CR0107.The horizontal coordinates were scaled from a topographic map and have
 CR0107.an estimated accuracy of +/- 6 seconds.
 CR0107
 CR0107.The orthometric height was determined by differential leveling
 CR0107.and adjusted by the National Geodetic Survey in June 1991..
 CR0107
 CR0107.The geoid height was determined by GEOID03.
 CR0107
 CR0107.The dynamic height is computed by dividing the NAVD 88
 CR0107.geopotential number by the normal gravity value computed on the
 CR0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0107.degrees latitude (g = 980.6199 gals.).
 CR0107
 CR0107.The modeled gravity was interpolated from observed gravity values.
 CR0107
 CR0107;                    North         East    Units  Estimated Accuracy
 CR0107;SPC TXNC     - 2,062,310.      992,780.      MT  (+/- 180 meters Scaled)
 CR0107
 CR0107                          SUPERSEDED SURVEY CONTROL
 CR0107
 CR0107  NGVD 29 (??/??/92)   88.667  (m)          290.90   (f) ADJ UNCH    2 0
 CR0107
 CR0107.Superseded values are not recommended for survey control.
 CR0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0107.See file dsdata.txt to determine how the superseded data were derived.
 CR0107
 CR0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR741587(NAD 83)
 CR0107_MARKER: Z = SEE DESCRIPTION
 CR0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0107_SP_SET: RAIL
 CR0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0107
 CR0107  HISTORY     - Date     Condition        Report By
 CR0107  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0107  HISTORY     - 1934     GOOD             NGS
 CR0107  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0107
 CR0107                          STATION DESCRIPTION
 CR0107
 CR0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0107'0.3 MI W FROM CARTHAGE.
 CR0107'0.3 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0107'CARTHAGE, PANOLA COUNTY, AND NEAR MILEPOST 172.  THE TOP OF A VERTICAL
 CR0107'RAIL.
 CR0107
 CR0107                          STATION RECOVERY (1998)
 CR0107
 CR0107'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0356 ***********************************************************************
 CT0356  DESIGNATION -  172.0
 CT0356  PID         -  CT0356
 CT0356  STATE/COUNTY-  TX/SHACKELFORD
 CT0356  USGS QUAD   -  MORAN (1965)
 CT0356
 CT0356                         *CURRENT SURVEY CONTROL
 CT0356  ___________________________________________________________________
 CT0356* NAD 83(1986)-  32 32 18.     (N)    099 09 33.     (W)     SCALED    
 CT0356* NAVD 88     -       413.149  (meters)    1355.47   (feet)  ADJUSTED  
 CT0356  ___________________________________________________________________
 CT0356  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CT0356  DYNAMIC HT  -         412.621 (meters)    1353.74  (feet)  COMP
 CT0356  MODELED GRAV-     979,349.2   (mgal)                       NAVD 88
 CT0356
 CT0356  VERT ORDER  -  SECOND    CLASS 0
 CT0356
 CT0356.The horizontal coordinates were scaled from a topographic map and have
 CT0356.an estimated accuracy of +/- 6 seconds.
 CT0356
 CT0356.The orthometric height was determined by differential leveling
 CT0356.and adjusted by the National Geodetic Survey in June 1991..
 CT0356
 CT0356.The geoid height was determined by GEOID03.
 CT0356
 CT0356.The dynamic height is computed by dividing the NAVD 88
 CT0356.geopotential number by the normal gravity value computed on the
 CT0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0356.degrees latitude (g = 980.6199 gals.).
 CT0356
 CT0356.The modeled gravity was interpolated from observed gravity values.
 CT0356
 CT0356;                    North         East    Units  Estimated Accuracy
 CT0356;SPC TXNC     - 2,096,850.      538,090.      MT  (+/- 180 meters Scaled)
 CT0356
 CT0356                          SUPERSEDED SURVEY CONTROL
 CT0356
 CT0356  NGVD 29 (??/??/92)  413.020  (m)         1355.05   (f) ADJ UNCH    2 0
 CT0356
 CT0356.Superseded values are not recommended for survey control.
 CT0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0356.See file dsdata.txt to determine how the superseded data were derived.
 CT0356
 CT0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB850001(NAD 83)
 CT0356_MARKER: DD = SURVEY DISK
 CT0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0356_SP_SET: BRIDGE
 CT0356_STAMPING: 172.0
 CT0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0356
 CT0356  HISTORY     - Date     Condition        Report By
 CT0356  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0356  HISTORY     - 1957     GOOD             NGS
 CT0356
 CT0356                          STATION DESCRIPTION
 CT0356
 CT0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0356'1.1 MI SE FROM MORAN.
 CT0356'1.1 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0356'FROM MORAN, SHACKELFORD COUNTY, 253 FEET NORTHWEST OF MILEPOST 172, AT
 CT0356'BRIDGE 172.0, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 CT0356'ABUTMENT, AND 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0683 ***********************************************************************
 CA0683  DESIGNATION -  1721.30
 CA0683  PID         -  CA0683
 CA0683  STATE/COUNTY-  TX/RUNNELS
 CA0683  USGS QUAD   -  BENOIT (1967)
 CA0683
 CA0683                         *CURRENT SURVEY CONTROL
 CA0683  ___________________________________________________________________
 CA0683* NAD 83(1986)-  31 47 12.     (N)    099 49 15.     (W)     SCALED    
 CA0683* NAVD 88     -       525.034  (meters)    1722.55   (feet)  ADJUSTED  
 CA0683  ___________________________________________________________________
 CA0683  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CA0683  DYNAMIC HT  -         524.340 (meters)    1720.27  (feet)  COMP
 CA0683  MODELED GRAV-     979,302.5   (mgal)                       NAVD 88
 CA0683
 CA0683  VERT ORDER  -  SECOND    CLASS 0
 CA0683
 CA0683.The horizontal coordinates were scaled from a topographic map and have
 CA0683.an estimated accuracy of +/- 6 seconds.
 CA0683
 CA0683.The orthometric height was determined by differential leveling
 CA0683.and adjusted by the National Geodetic Survey in June 1991..
 CA0683
 CA0683.The geoid height was determined by GEOID03.
 CA0683
 CA0683.The dynamic height is computed by dividing the NAVD 88
 CA0683.geopotential number by the normal gravity value computed on the
 CA0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0683.degrees latitude (g = 980.6199 gals.).
 CA0683
 CA0683.The modeled gravity was interpolated from observed gravity values.
 CA0683
 CA0683;                    North         East    Units  Estimated Accuracy
 CA0683;SPC TX C     - 3,235,130.      748,540.      MT  (+/- 180 meters Scaled)
 CA0683
 CA0683                          SUPERSEDED SURVEY CONTROL
 CA0683
 CA0683  NGVD 29 (??/??/92)  524.916  (m)         1722.16   (f) ADJ UNCH    2 0
 CA0683
 CA0683.Superseded values are not recommended for survey control.
 CA0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0683.See file dsdata.txt to determine how the superseded data were derived.
 CA0683
 CA0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA222170(NAD 83)
 CA0683_MARKER: Z = SEE DESCRIPTION
 CA0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0683_SP_SET: RAIL
 CA0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0683
 CA0683  HISTORY     - Date     Condition        Report By
 CA0683  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0683  HISTORY     - 1935     GOOD             NGS
 CA0683
 CA0683                          STATION DESCRIPTION
 CA0683
 CA0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0683'7.0 MI W FROM TALPA.
 CA0683'IN RUNNELS COUNTY, 7.0 MILES WEST ALONG THE GULF, COLORADO AND SANTA
 CA0683'FE RAILWAY FROM THE STATION AT TALPA, COLEMAN COUNTY, AT MILE ZONE
 CA0683'28+0800, AT STATION 1486+40, AND 48 FEET NORTH OF THE CENTERLINE OF
 CA0683'THE TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0676 ***********************************************************************
 CA0676  DESIGNATION -  1723.60
 CA0676  PID         -  CA0676
 CA0676  STATE/COUNTY-  TX/RUNNELS
 CA0676  USGS QUAD   -  BUFFALO BLUFF (1987)
 CA0676
 CA0676                         *CURRENT SURVEY CONTROL
 CA0676  ___________________________________________________________________
 CA0676* NAD 83(1986)-  31 44 57.     (N)    099 52 30.     (W)     SCALED    
 CA0676* NAVD 88     -       525.618  (meters)    1724.47   (feet)  ADJUSTED  
 CA0676  ___________________________________________________________________
 CA0676  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 CA0676  DYNAMIC HT  -         524.924 (meters)    1722.19  (feet)  COMP
 CA0676  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 CA0676
 CA0676  VERT ORDER  -  SECOND    CLASS 0
 CA0676
 CA0676.The horizontal coordinates were scaled from a topographic map and have
 CA0676.an estimated accuracy of +/- 6 seconds.
 CA0676
 CA0676.The orthometric height was determined by differential leveling
 CA0676.and adjusted by the National Geodetic Survey in June 1991..
 CA0676
 CA0676.The geoid height was determined by GEOID03.
 CA0676
 CA0676.The dynamic height is computed by dividing the NAVD 88
 CA0676.geopotential number by the normal gravity value computed on the
 CA0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0676.degrees latitude (g = 980.6199 gals.).
 CA0676
 CA0676.The modeled gravity was interpolated from observed gravity values.
 CA0676
 CA0676;                    North         East    Units  Estimated Accuracy
 CA0676;SPC TX C     - 3,230,950.      743,430.      MT  (+/- 180 meters Scaled)
 CA0676
 CA0676                          SUPERSEDED SURVEY CONTROL
 CA0676
 CA0676  NGVD 29 (??/??/92)  525.505  (m)         1724.09   (f) ADJ UNCH    2 0
 CA0676
 CA0676.Superseded values are not recommended for survey control.
 CA0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0676.See file dsdata.txt to determine how the superseded data were derived.
 CA0676
 CA0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA171129(NAD 83)
 CA0676_MARKER: Z = SEE DESCRIPTION
 CA0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0676_SP_SET: RAIL
 CA0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0676
 CA0676  HISTORY     - Date     Condition        Report By
 CA0676  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0676  HISTORY     - 1935     GOOD             NGS
 CA0676
 CA0676                          STATION DESCRIPTION
 CA0676
 CA0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0676'4.6 MI E FROM BALLINGER.
 CA0676'4.6 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0676'STATION AT BALLINGER, RUNNELS COUNTY, AT MILE ZONE 32+1792, AT STATION
 CA0676'1707+52, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK. THE HIGHEST
 CA0676'POINT OF A SECTION RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0108 ***********************************************************************
 CR0108  DESIGNATION -  173
 CR0108  PID         -  CR0108
 CR0108  STATE/COUNTY-  TX/PANOLA
 CR0108  USGS QUAD   -  CARTHAGE (1983)
 CR0108
 CR0108                         *CURRENT SURVEY CONTROL
 CR0108  ___________________________________________________________________
 CR0108* NAD 83(1986)-  32 10 22.     (N)    094 20 33.     (W)     SCALED    
 CR0108* NAVD 88     -        82.352  (meters)     270.18   (feet)  ADJUSTED  
 CR0108  ___________________________________________________________________
 CR0108  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CR0108  DYNAMIC HT  -          82.256 (meters)     269.87  (feet)  COMP
 CR0108  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 CR0108
 CR0108  VERT ORDER  -  SECOND    CLASS 0
 CR0108
 CR0108.The horizontal coordinates were scaled from a topographic map and have
 CR0108.an estimated accuracy of +/- 6 seconds.
 CR0108
 CR0108.The orthometric height was determined by differential leveling
 CR0108.and adjusted by the National Geodetic Survey in June 1991..
 CR0108
 CR0108.The geoid height was determined by GEOID03.
 CR0108
 CR0108.The dynamic height is computed by dividing the NAVD 88
 CR0108.geopotential number by the normal gravity value computed on the
 CR0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0108.degrees latitude (g = 980.6199 gals.).
 CR0108
 CR0108.The modeled gravity was interpolated from observed gravity values.
 CR0108
 CR0108;                    North         East    Units  Estimated Accuracy
 CR0108;SPC TXNC     - 2,063,880.      992,010.      MT  (+/- 180 meters Scaled)
 CR0108
 CR0108                          SUPERSEDED SURVEY CONTROL
 CR0108
 CR0108  NGVD 29 (??/??/92)   82.385  (m)          270.29   (f) ADJ UNCH    2 0
 CR0108
 CR0108.Superseded values are not recommended for survey control.
 CR0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0108.See file dsdata.txt to determine how the superseded data were derived.
 CR0108
 CR0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR734603(NAD 83)
 CR0108_MARKER: Z = SEE DESCRIPTION
 CR0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0108_SP_SET: RAIL
 CR0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0108
 CR0108  HISTORY     - Date     Condition        Report By
 CR0108  HISTORY     - UNK      MONUMENTED
 CR0108  HISTORY     - 1934     GOOD             NGS
 CR0108  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0108
 CR0108                          STATION DESCRIPTION
 CR0108
 CR0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0108'1.3 MI NW FROM CARTHAGE.
 CR0108'1.3 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0108'CARTHAGE, PANOLA COUNTY, AT MILEAGE 173+000, AND 10 FEET NORTH OF THE
 CR0108'CENTER LINE OF THE TRACK.  THE TOP OF A VERTICAL RAIL.
 CR0108
 CR0108                          STATION RECOVERY (1998)
 CR0108
 CR0108'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0354 ***********************************************************************
 CT0354  DESIGNATION -  173.7
 CT0354  PID         -  CT0354
 CT0354  STATE/COUNTY-  TX/SHACKELFORD
 CT0354  USGS QUAD   -  MORAN (1965)
 CT0354
 CT0354                         *CURRENT SURVEY CONTROL
 CT0354  ___________________________________________________________________
 CT0354* NAD 83(1986)-  32 33 32.     (N)    099 10 12.     (W)     SCALED    
 CT0354* NAVD 88     -       403.623  (meters)    1324.22   (feet)  ADJUSTED  
 CT0354  ___________________________________________________________________
 CT0354  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CT0354  DYNAMIC HT  -         403.108 (meters)    1322.53  (feet)  COMP
 CT0354  MODELED GRAV-     979,352.0   (mgal)                       NAVD 88
 CT0354
 CT0354  VERT ORDER  -  SECOND    CLASS 0
 CT0354
 CT0354.The horizontal coordinates were scaled from a topographic map and have
 CT0354.an estimated accuracy of +/- 6 seconds.
 CT0354
 CT0354.The orthometric height was determined by differential leveling
 CT0354.and adjusted by the National Geodetic Survey in June 1991..
 CT0354
 CT0354.The geoid height was determined by GEOID03.
 CT0354
 CT0354.The dynamic height is computed by dividing the NAVD 88
 CT0354.geopotential number by the normal gravity value computed on the
 CT0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0354.degrees latitude (g = 980.6199 gals.).
 CT0354
 CT0354.The modeled gravity was interpolated from observed gravity values.
 CT0354
 CT0354;                    North         East    Units  Estimated Accuracy
 CT0354;SPC TXNC     - 2,099,140.      537,080.      MT  (+/- 180 meters Scaled)
 CT0354
 CT0354                          SUPERSEDED SURVEY CONTROL
 CT0354
 CT0354  NGVD 29 (??/??/92)  403.495  (m)         1323.80   (f) ADJ UNCH    2 0
 CT0354
 CT0354.Superseded values are not recommended for survey control.
 CT0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0354.See file dsdata.txt to determine how the superseded data were derived.
 CT0354
 CT0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB840024(NAD 83)
 CT0354_MARKER: DD = SURVEY DISK
 CT0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0354_SP_SET: BRIDGE ABUTMENT
 CT0354_STAMPING: 173.7
 CT0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0354
 CT0354  HISTORY     - Date     Condition        Report By
 CT0354  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0354  HISTORY     - 1957     GOOD             NGS
 CT0354  HISTORY     - 1968     GOOD             NGS
 CT0354
 CT0354                          STATION DESCRIPTION
 CT0354
 CT0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0354'1.2 MI NW FROM MORAN.
 CT0354'1.2 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0354'FROM MORAN, SHACKELFORD COUNTY, 150 YARDS EAST OF A DIRT-ROAD
 CT0354'CROSSING, AT BRIDGE 173.7 OVER A DEEP CREEK, IN THE TOP OF THE
 CT0354'NORTHWEST ABUTMENT, 5 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT
 CT0354'6 INCHES LOWER THAN THE TOP OF THE RAIL.  NOTE-- THE MARK IS 6 FEET
 CT0354'SOUTHWEST OF SOUTHWEST RAIL INSTEAD OF NORTHEAST OF NORTHEAST RAIL.
 CT0354
 CT0354                          STATION RECOVERY (1968)
 CT0354
 CT0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CT0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0110 ***********************************************************************
 CR0110  DESIGNATION -  174
 CR0110  PID         -  CR0110
 CR0110  STATE/COUNTY-  TX/PANOLA
 CR0110  USGS QUAD   -  CARTHAGE (1983)
 CR0110
 CR0110                         *CURRENT SURVEY CONTROL
 CR0110  ___________________________________________________________________
 CR0110* NAD 83(1986)-  32 10 58.     (N)    094 21 25.     (W)     SCALED    
 CR0110* NAVD 88     -        90.05   (+/-2cm)     295.4    (feet)  VERTCON   
 CR0110  ___________________________________________________________________
 CR0110  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CR0110
 CR0110  VERT ORDER  -  ? (See Below)
 CR0110
 CR0110.The horizontal coordinates were scaled from a topographic map and have
 CR0110.an estimated accuracy of +/- 6 seconds.
 CR0110
 CR0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0110.The vertical order pertains to the NGVD 29 superseded value.
 CR0110
 CR0110.The geoid height was determined by GEOID03.
 CR0110
 CR0110;                    North         East    Units  Estimated Accuracy
 CR0110;SPC TXNC     - 2,064,940.      990,610.      MT  (+/- 180 meters Scaled)
 CR0110
 CR0110                          SUPERSEDED SURVEY CONTROL
 CR0110
 CR0110  NGVD 29 (??/??/92)   90.084  (m)          295.55   (f) ADJ UNCH    ?  
 CR0110
 CR0110.Superseded values are not recommended for survey control.
 CR0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0110.See file dsdata.txt to determine how the superseded data were derived.
 CR0110
 CR0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR720615(NAD 83)
 CR0110_MARKER: Z = SEE DESCRIPTION
 CR0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0110_SP_SET: RAIL
 CR0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0110
 CR0110  HISTORY     - Date     Condition        Report By
 CR0110  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0110  HISTORY     - 1934     GOOD             NGS
 CR0110  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0110
 CR0110                          STATION DESCRIPTION
 CR0110
 CR0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0110'2.4 MI NW FROM CARTHAGE.
 CR0110'2.4 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0110'CARTHAGE, PANOLA COUNTY, AND NEAR MILEPOST 174.  THE TOP OF A VERTICAL
 CR0110'RAIL.
 CR0110
 CR0110                          STATION RECOVERY (1998)
 CR0110
 CR0110'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1781 ***********************************************************************
 BK1781  DESIGNATION -  17.4 USGS
 BK1781  PID         -  BK1781
 BK1781  STATE/COUNTY-  TX/ORANGE
 BK1781  USGS QUAD   -  ORANGEFIELD (1974)
 BK1781
 BK1781                         *CURRENT SURVEY CONTROL
 BK1781  ___________________________________________________________________
 BK1781* NAD 83(1986)-  30 07 29.     (N)    093 48 41.     (W)     SCALED    
 BK1781* NAVD 88     -         4.986  (meters)      16.36   (feet)  ADJUSTED  
 BK1781  ___________________________________________________________________
 BK1781  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1781  DYNAMIC HT  -           4.979 (meters)      16.34  (feet)  COMP
 BK1781  MODELED GRAV-     979,311.9   (mgal)                       NAVD 88
 BK1781
 BK1781  VERT ORDER  -  FIRST     CLASS II
 BK1781
 BK1781.The horizontal coordinates were scaled from a topographic map and have
 BK1781.an estimated accuracy of +/- 6 seconds.
 BK1781
 BK1781.The orthometric height was determined by differential leveling
 BK1781.and adjusted by the National Geodetic Survey in June 1991..
 BK1781
 BK1781.The geoid height was determined by GEOID03.
 BK1781
 BK1781.The dynamic height is computed by dividing the NAVD 88
 BK1781.geopotential number by the normal gravity value computed on the
 BK1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1781.degrees latitude (g = 980.6199 gals.).
 BK1781
 BK1781.The modeled gravity was interpolated from observed gravity values.
 BK1781
 BK1781;                    North         East    Units  Estimated Accuracy
 BK1781;SPC TX C     - 3,069,200.    1,328,130.      MT  (+/- 180 meters Scaled)
 BK1781
 BK1781                          SUPERSEDED SURVEY CONTROL
 BK1781
 BK1781  NGVD 29 (??/??/??)    4.942  (m)           16.21   (f) ADJUSTED    1 2
 BK1781
 BK1781.Superseded values are not recommended for survey control.
 BK1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1781.See file dsdata.txt to determine how the superseded data were derived.
 BK1781
 BK1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP218328(NAD 83)
 BK1781_MARKER: Q = CHISELED SQUARE
 BK1781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1781_SP_SET: CULVERT
 BK1781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1781
 BK1781  HISTORY     - Date     Condition        Report By
 BK1781  HISTORY     - UNK      MONUMENTED       USGS
 BK1781  HISTORY     - 1932     GOOD             CGS
 BK1781  HISTORY     - 1934     GOOD             CGS
 BK1781  HISTORY     - 1979     GOOD             NGS
 BK1781  HISTORY     - 1988     POOR             USPSQD
 BK1781  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1781
 BK1781                          STATION DESCRIPTION
 BK1781
 BK1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1781'5 MI N FROM ORANGE.
 BK1781'ON THE ORANGE AND NORTHWESTERN R.R., MARK IS AN OUTLINED SQUARE TOP
 BK1781'WALL SOUTH END WEST SIDE OF HIGHWAY BOX CULVERT, 60 FEET EAST OF
 BK1781'HIGHWAY NO. 62, EAST OF R.R. TRESTLE NO.C 484, 1 1/4 POLES SOUTH OF
 BK1781'MILE POLE NO. C 484.
 BK1781
 BK1781                          STATION RECOVERY (1934)
 BK1781
 BK1781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1781'RECOVERED IN GOOD CONDITION.
 BK1781
 BK1781                          STATION RECOVERY (1979)
 BK1781
 BK1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1781'2.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN
 BK1781'ORANGE, THENCE 2.85 MILES NORTHWEST ALONG THE MISSOURI PACIFIC
 BK1781'RAILROAD, AT A SMALL BRIDGE OVER WOMACK ROAD, IN TOP OF THE SOUTH END
 BK1781'OF THE WALL ON THE WEST SIDE OF THE ROAD, 12.0 FT. SOUTHWEST OF THE
 BK1781'CENTERLINE OF WOMACK ROAD, 57.7 FT. NORTHEAST OF THE NORTHEAST RAIL.
 BK1781'THE MARK IS 3 FT ABOVE THE ROAD.
 BK1781
 BK1781                          STATION RECOVERY (1988)
 BK1781
 BK1781'RECOVERY NOTE BY US POWER SQUADRON 1988 (GBW)
 BK1781'MARK RECOVERED IN POOR CONDITION.
 BK1781
 BK1781                          STATION RECOVERY (2004)
 BK1781
 BK1781'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1781'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0679 ***********************************************************************
 CA0679  DESIGNATION -  1741.59
 CA0679  PID         -  CA0679
 CA0679  STATE/COUNTY-  TX/RUNNELS
 CA0679  USGS QUAD   -  BENOIT (1967)
 CA0679
 CA0679                         *CURRENT SURVEY CONTROL
 CA0679  ___________________________________________________________________
 CA0679* NAD 83(1986)-  31 46 04.     (N)    099 51 00.     (W)     SCALED    
 CA0679* NAVD 88     -       531.023  (meters)    1742.20   (feet)  ADJUSTED  
 CA0679  ___________________________________________________________________
 CA0679  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 CA0679  DYNAMIC HT  -         530.322 (meters)    1739.90  (feet)  COMP
 CA0679  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 CA0679
 CA0679  VERT ORDER  -  SECOND    CLASS 0
 CA0679
 CA0679.The horizontal coordinates were scaled from a topographic map and have
 CA0679.an estimated accuracy of +/- 6 seconds.
 CA0679
 CA0679.The orthometric height was determined by differential leveling
 CA0679.and adjusted by the National Geodetic Survey in June 1991..
 CA0679
 CA0679.The geoid height was determined by GEOID03.
 CA0679
 CA0679.The dynamic height is computed by dividing the NAVD 88
 CA0679.geopotential number by the normal gravity value computed on the
 CA0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0679.degrees latitude (g = 980.6199 gals.).
 CA0679
 CA0679.The modeled gravity was interpolated from observed gravity values.
 CA0679
 CA0679;                    North         East    Units  Estimated Accuracy
 CA0679;SPC TX C     - 3,233,030.      745,790.      MT  (+/- 180 meters Scaled)
 CA0679
 CA0679                          SUPERSEDED SURVEY CONTROL
 CA0679
 CA0679  NGVD 29 (??/??/92)  530.908  (m)         1741.82   (f) ADJ UNCH    2 0
 CA0679
 CA0679.Superseded values are not recommended for survey control.
 CA0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0679.See file dsdata.txt to determine how the superseded data were derived.
 CA0679
 CA0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA195150(NAD 83)
 CA0679_MARKER: Z = SEE DESCRIPTION
 CA0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0679_SP_SET: RAIL
 CA0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0679
 CA0679  HISTORY     - Date     Condition        Report By
 CA0679  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0679  HISTORY     - 1935     GOOD             NGS
 CA0679
 CA0679                          STATION DESCRIPTION
 CA0679
 CA0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0679'6.6 MI E FROM BALLINGER.
 CA0679'6.6 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0679'STATION AT BALLINGER, RUNNELS COUNTY, AT MILE ZONE 30+1410, AT STATION
 CA0679'1598+10, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK. THE HIGHEST
 CA0679'POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0006 ***********************************************************************
 AJ0006  DESIGNATION -  174.19
 AJ0006  PID         -  AJ0006
 AJ0006  STATE/COUNTY-  TX/JIM WELLS
 AJ0006  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0006
 AJ0006                         *CURRENT SURVEY CONTROL
 AJ0006  ___________________________________________________________________
 AJ0006* NAD 83(1986)-  27 44 23.     (N)    098 01 49.     (W)     SCALED    
 AJ0006* NAVD 88     -        53.018  (meters)     173.94   (feet)  ADJUSTED  
 AJ0006  ___________________________________________________________________
 AJ0006  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AJ0006  DYNAMIC HT  -          52.936 (meters)     173.67  (feet)  COMP
 AJ0006  MODELED GRAV-     979,097.1   (mgal)                       NAVD 88
 AJ0006
 AJ0006  VERT ORDER  -  FIRST     CLASS II
 AJ0006
 AJ0006.This mark is at Alice Intl (ALI) Airport (ALI)
 AJ0006
 AJ0006.The horizontal coordinates were scaled from a topographic map and have
 AJ0006.an estimated accuracy of +/- 6 seconds.
 AJ0006
 AJ0006.The orthometric height was determined by differential leveling
 AJ0006.and adjusted by the National Geodetic Survey in June 1991..
 AJ0006
 AJ0006.The geoid height was determined by GEOID03.
 AJ0006
 AJ0006.The dynamic height is computed by dividing the NAVD 88
 AJ0006.geopotential number by the normal gravity value computed on the
 AJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0006.degrees latitude (g = 980.6199 gals.).
 AJ0006
 AJ0006.The modeled gravity was interpolated from observed gravity values.
 AJ0006
 AJ0006;                    North         East    Units  Estimated Accuracy
 AJ0006;SPC TX S     - 5,229,770.      346,310.      MT  (+/- 180 meters Scaled)
 AJ0006
 AJ0006                          SUPERSEDED SURVEY CONTROL
 AJ0006
 AJ0006  NGVD 29 (??/??/92)   53.101  (m)          174.22   (f) ADJ UNCH    1 2
 AJ0006
 AJ0006.Superseded values are not recommended for survey control.
 AJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0006.See file dsdata.txt to determine how the superseded data were derived.
 AJ0006
 AJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR955687(NAD 83)
 AJ0006_MARKER: Z = SEE DESCRIPTION
 AJ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0006+STABILITY: SURFACE MOTION
 AJ0006
 AJ0006  HISTORY     - Date     Condition        Report By
 AJ0006  HISTORY     - UNK      MONUMENTED       RBNF
 AJ0006  HISTORY     - 1950     GOOD             NGS
 AJ0006
 AJ0006                          STATION DESCRIPTION
 AJ0006
 AJ0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AJ0006'3.5 MI SE FROM ALICE.
 AJ0006'1.8 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0006'ALICE, THENCE 1.7 MILES SOUTHEAST ALONG AN OILED ROAD, AT THE ALICE
 AJ0006'AIRPORT, AT THE NORTH CORNER OF A TRANSFORNER BUILDING, 169 FEET EAST
 AJ0006'OF AN AIRWAY BEACON, 84 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AJ0006'COMMUNICATIONS BUILDING, 35 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 AJ0006'0.3 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AJ0006'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0352 ***********************************************************************
 CT0352  DESIGNATION -  174.6
 CT0352  PID         -  CT0352
 CT0352  STATE/COUNTY-  TX/SHACKELFORD
 CT0352  USGS QUAD   -  MORAN (1965)
 CT0352
 CT0352                         *CURRENT SURVEY CONTROL
 CT0352  ___________________________________________________________________
 CT0352* NAD 83(1986)-  32 34 17.     (N)    099 10 34.     (W)     SCALED    
 CT0352* NAVD 88     -       405.951  (meters)    1331.86   (feet)  ADJUSTED  
 CT0352  ___________________________________________________________________
 CT0352  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CT0352  DYNAMIC HT  -         405.434 (meters)    1330.16  (feet)  COMP
 CT0352  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 CT0352
 CT0352  VERT ORDER  -  SECOND    CLASS 0
 CT0352
 CT0352.The horizontal coordinates were scaled from a topographic map and have
 CT0352.an estimated accuracy of +/- 6 seconds.
 CT0352
 CT0352.The orthometric height was determined by differential leveling
 CT0352.and adjusted by the National Geodetic Survey in June 1991..
 CT0352
 CT0352.The geoid height was determined by GEOID03.
 CT0352
 CT0352.The dynamic height is computed by dividing the NAVD 88
 CT0352.geopotential number by the normal gravity value computed on the
 CT0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0352.degrees latitude (g = 980.6199 gals.).
 CT0352
 CT0352.The modeled gravity was interpolated from observed gravity values.
 CT0352
 CT0352;                    North         East    Units  Estimated Accuracy
 CT0352;SPC TXNC     - 2,100,530.      536,520.      MT  (+/- 180 meters Scaled)
 CT0352
 CT0352                          SUPERSEDED SURVEY CONTROL
 CT0352
 CT0352  NGVD 29 (??/??/92)  405.823  (m)         1331.44   (f) ADJ UNCH    2 0
 CT0352
 CT0352.Superseded values are not recommended for survey control.
 CT0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0352.See file dsdata.txt to determine how the superseded data were derived.
 CT0352
 CT0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB834037(NAD 83)
 CT0352_MARKER: DD = SURVEY DISK
 CT0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0352_SP_SET: RAIL
 CT0352_STAMPING: 174.6
 CT0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0352
 CT0352  HISTORY     - Date     Condition        Report By
 CT0352  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0352  HISTORY     - 1957     GOOD             NGS
 CT0352
 CT0352                          STATION DESCRIPTION
 CT0352
 CT0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0352'2.1 MI NW FROM MORAN.
 CT0352'2.1 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0352'FROM MORAN, SHACKELFORD COUNTY, AT BRIDGE 174.6, IN THE TOP OF THE
 CT0352'NORTHWEST ABUTMENT, 6 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT
 CT0352'6 INCHES LOWER, THAN THE TOP OF THE RAIL.  NOTE-- MARK WAS RECOVERED 6
 CT0352'FEET SOUTHWEST OF SOUTHWEST RAIL INSTEAD OF NORTHEAST OF NORTHEAST
 CT0352'RAIL AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0111 ***********************************************************************
 CR0111  DESIGNATION -  175
 CR0111  PID         -  CR0111
 CR0111  STATE/COUNTY-  TX/PANOLA
 CR0111  USGS QUAD   -  CARTHAGE (1983)
 CR0111
 CR0111                         *CURRENT SURVEY CONTROL
 CR0111  ___________________________________________________________________
 CR0111* NAD 83(1986)-  32 11 31.     (N)    094 22 11.     (W)     SCALED    
 CR0111* NAVD 88     -        96.457  (meters)     316.46   (feet)  ADJUSTED  
 CR0111  ___________________________________________________________________
 CR0111  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0111  DYNAMIC HT  -          96.344 (meters)     316.09  (feet)  COMP
 CR0111  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 CR0111
 CR0111  VERT ORDER  -  SECOND    CLASS 0
 CR0111
 CR0111.The horizontal coordinates were scaled from a topographic map and have
 CR0111.an estimated accuracy of +/- 6 seconds.
 CR0111
 CR0111.The orthometric height was determined by differential leveling
 CR0111.and adjusted by the National Geodetic Survey in June 1991..
 CR0111
 CR0111.The geoid height was determined by GEOID03.
 CR0111
 CR0111.The dynamic height is computed by dividing the NAVD 88
 CR0111.geopotential number by the normal gravity value computed on the
 CR0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0111.degrees latitude (g = 980.6199 gals.).
 CR0111
 CR0111.The modeled gravity was interpolated from observed gravity values.
 CR0111
 CR0111;                    North         East    Units  Estimated Accuracy
 CR0111;SPC TXNC     - 2,065,910.      989,360.      MT  (+/- 180 meters Scaled)
 CR0111
 CR0111                          SUPERSEDED SURVEY CONTROL
 CR0111
 CR0111  NGVD 29 (??/??/92)   96.487  (m)          316.56   (f) ADJ UNCH    2 0
 CR0111
 CR0111.Superseded values are not recommended for survey control.
 CR0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0111.See file dsdata.txt to determine how the superseded data were derived.
 CR0111
 CR0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR708625(NAD 83)
 CR0111_MARKER: Z = SEE DESCRIPTION
 CR0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0111_SP_SET: RAIL
 CR0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0111
 CR0111  HISTORY     - Date     Condition        Report By
 CR0111  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0111  HISTORY     - 1934     GOOD             NGS
 CR0111  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0111
 CR0111                          STATION DESCRIPTION
 CR0111
 CR0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0111'3.4 MI NW FROM CARTHAGE.
 CR0111'3.4 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0111'CARTHAGE, PANOLA COUNTY, 18 FEET SOUTH OF MILEPOST 175, AND 10 FEET
 CR0111'NORTH OF THE CENTER LINE OF THE TRACK.  THE TOP OF A VERTICAL RAIL.
 CR0111
 CR0111                          STATION RECOVERY (1998)
 CR0111
 CR0111'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2834 ***********************************************************************
 AW2834  DESIGNATION -  1755
 AW2834  PID         -  AW2834
 AW2834  STATE/COUNTY-  TX/CHAMBERS
 AW2834  USGS QUAD   -  COVE (1993)
 AW2834
 AW2834                         *CURRENT SURVEY CONTROL
 AW2834  ___________________________________________________________________
 AW2834* NAD 83(1986)-  29 50 10.     (N)    094 45 01.     (W)     SCALED    
 AW2834* NAVD 88     -         1.75   (+/-2cm)       5.7    (feet)  VERTCON   
 AW2834  ___________________________________________________________________
 AW2834  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW2834
 AW2834  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2834
 AW2834.The horizontal coordinates were scaled from a topographic map and have
 AW2834.an estimated accuracy of +/- 6 seconds.
 AW2834
 AW2834.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2834.The vertical order pertains to the NGVD 29 superseded value.
 AW2834
 AW2834.The geoid height was determined by GEOID03.
 AW2834
 AW2834;                    North         East    Units  Estimated Accuracy
 AW2834;SPC TXSC     - 4,229,420.    1,010,580.      MT  (+/- 180 meters Scaled)
 AW2834
 AW2834                          SUPERSEDED SURVEY CONTROL
 AW2834
 AW2834  NGVD 29 (??/??/92)    1.76   (m)            5.8    (f) COMPUTED    1 2
 AW2834
 AW2834.Superseded values are not recommended for survey control.
 AW2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2834.See file dsdata.txt to determine how the superseded data were derived.
 AW2834
 AW2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP309019(NAD 83)
 AW2834_MARKER: P = PIPE CAP
 AW2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2834+STABILITY: SURFACE MOTION
 AW2834
 AW2834  HISTORY     - Date     Condition        Report By
 AW2834  HISTORY     - UNK      MONUMENTED       USE
 AW2834  HISTORY     - 1936     GOOD             NGS
 AW2834  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2834
 AW2834                          STATION DESCRIPTION
 AW2834
 AW2834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW2834'IN WALLISVILLE.
 AW2834'UNCAPPED 3 1/2 INCH STEEL PIPE SET IN 12 INCH SQUARE CONCRETE POST
 AW2834'WHICH PROJECTS ABOUT 10 INCHES ABOVE THE GROUND, ABOUT 640 METERS WEST
 AW2834'OF OLD COURT HOUSE, AND ABOUT 30 FEET NORTH OF THE NORTH EDGE OF THE
 AW2834'TRINITY RIVER.  THIS IS A CORPS OF ENGINEERS BENCH MARK ESTABLISHED BY
 AW2834'FIRST-ORDER LEVELS ON THE TRINITY RIVER SURVEY IN 1915, AND IS STATION
 AW2834'1755 OF THAT SURVEY.
 AW2834
 AW2834                          STATION RECOVERY (1953)
 AW2834
 AW2834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0113 ***********************************************************************
 CR0113  DESIGNATION -  176
 CR0113  PID         -  CR0113
 CR0113  STATE/COUNTY-  TX/PANOLA
 CR0113  USGS QUAD   -  BECKVILLE (1983)
 CR0113
 CR0113                         *CURRENT SURVEY CONTROL
 CR0113  ___________________________________________________________________
 CR0113* NAD 83(1986)-  32 12 03.     (N)    094 22 51.     (W)     SCALED    
 CR0113* NAVD 88     -        88.20   (+/-2cm)     289.4    (feet)  VERTCON   
 CR0113  ___________________________________________________________________
 CR0113  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0113
 CR0113  VERT ORDER  -  ? (See Below)
 CR0113
 CR0113.The horizontal coordinates were scaled from a topographic map and have
 CR0113.an estimated accuracy of +/- 6 seconds.
 CR0113
 CR0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0113.The vertical order pertains to the NGVD 29 superseded value.
 CR0113
 CR0113.The geoid height was determined by GEOID03.
 CR0113
 CR0113;                    North         East    Units  Estimated Accuracy
 CR0113;SPC TXNC     - 2,066,850.      988,280.      MT  (+/- 180 meters Scaled)
 CR0113
 CR0113                          SUPERSEDED SURVEY CONTROL
 CR0113
 CR0113  NGVD 29 (??/??/92)   88.237  (m)          289.49   (f) ADJ UNCH    ?  
 CR0113
 CR0113.Superseded values are not recommended for survey control.
 CR0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0113.See file dsdata.txt to determine how the superseded data were derived.
 CR0113
 CR0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR698635(NAD 83)
 CR0113_MARKER: Z = SEE DESCRIPTION
 CR0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0113_SP_SET: RAIL
 CR0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0113
 CR0113  HISTORY     - Date     Condition        Report By
 CR0113  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0113  HISTORY     - 1934     GOOD             NGS
 CR0113  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0113
 CR0113                          STATION DESCRIPTION
 CR0113
 CR0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0113'4.4 MI NW FROM CARTHAGE.
 CR0113'4.4 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0113'CARTHAGE, PANOLA COUNTY, AND NEAR MILEPOST 176.  THE TOP OF A VERTICAL
 CR0113'RAIL.
 CR0113
 CR0113                          STATION RECOVERY (1998)
 CR0113
 CR0113'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0710 ***********************************************************************
 CA0710  DESIGNATION -  1763.84
 CA0710  PID         -  CA0710
 CA0710  STATE/COUNTY-  TX/COLEMAN
 CA0710  USGS QUAD   -  BEAD MOUNTAIN (1987)
 CA0710
 CA0710                         *CURRENT SURVEY CONTROL
 CA0710  ___________________________________________________________________
 CA0710* NAD 83(1986)-  31 44 48.     (N)    099 32 06.     (W)     SCALED    
 CA0710* NAVD 88     -       537.904  (meters)    1764.77   (feet)  ADJUSTED  
 CA0710  ___________________________________________________________________
 CA0710  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CA0710  DYNAMIC HT  -         537.189 (meters)    1762.43  (feet)  COMP
 CA0710  MODELED GRAV-     979,294.2   (mgal)                       NAVD 88
 CA0710
 CA0710  VERT ORDER  -  SECOND    CLASS 0
 CA0710
 CA0710.The horizontal coordinates were scaled from a topographic map and have
 CA0710.an estimated accuracy of +/- 6 seconds.
 CA0710
 CA0710.The orthometric height was determined by differential leveling
 CA0710.and adjusted by the National Geodetic Survey in June 1991..
 CA0710
 CA0710.The geoid height was determined by GEOID03.
 CA0710
 CA0710.The dynamic height is computed by dividing the NAVD 88
 CA0710.geopotential number by the normal gravity value computed on the
 CA0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0710.degrees latitude (g = 980.6199 gals.).
 CA0710
 CA0710.The modeled gravity was interpolated from observed gravity values.
 CA0710
 CA0710;                    North         East    Units  Estimated Accuracy
 CA0710;SPC TX C     - 3,230,860.      775,640.      MT  (+/- 180 meters Scaled)
 CA0710
 CA0710                          SUPERSEDED SURVEY CONTROL
 CA0710
 CA0710  NGVD 29 (??/??/92)  537.784  (m)         1764.38   (f) ADJ UNCH    2 0
 CA0710
 CA0710.Superseded values are not recommended for survey control.
 CA0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0710.See file dsdata.txt to determine how the superseded data were derived.
 CA0710
 CA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA493124(NAD 83)
 CA0710_MARKER: Z = SEE DESCRIPTION
 CA0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0710_SP_SET: RAIL
 CA0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0710
 CA0710  HISTORY     - Date     Condition        Report By
 CA0710  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0710  HISTORY     - 1935     GOOD             NGS
 CA0710
 CA0710                          STATION DESCRIPTION
 CA0710
 CA0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0710'0.9 MI E FROM VALERA.
 CA0710'0.9 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0710'STATION AT VALERA, COLEMAN COUNTY, AT MILE ZONE 10+2829, AT STATION
 CA0710'556+29, AND 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST
 CA0710'POINT OF A SECTION RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0684 ***********************************************************************
 CA0684  DESIGNATION -  1765.51
 CA0684  PID         -  CA0684
 CA0684  STATE/COUNTY-  TX/RUNNELS
 CA0684  USGS QUAD   -  BENOIT (1967)
 CA0684
 CA0684                         *CURRENT SURVEY CONTROL
 CA0684  ___________________________________________________________________
 CA0684* NAD 83(1986)-  31 47 36.     (N)    099 48 12.     (W)     SCALED    
 CA0684* NAVD 88     -       538.405  (meters)    1766.42   (feet)  ADJUSTED  
 CA0684  ___________________________________________________________________
 CA0684  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CA0684  DYNAMIC HT  -         537.693 (meters)    1764.08  (feet)  COMP
 CA0684  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 CA0684
 CA0684  VERT ORDER  -  SECOND    CLASS 0
 CA0684
 CA0684.The horizontal coordinates were scaled from a topographic map and have
 CA0684.an estimated accuracy of +/- 6 seconds.
 CA0684
 CA0684.The orthometric height was determined by differential leveling
 CA0684.and adjusted by the National Geodetic Survey in June 1991..
 CA0684
 CA0684.The geoid height was determined by GEOID03.
 CA0684
 CA0684.The dynamic height is computed by dividing the NAVD 88
 CA0684.geopotential number by the normal gravity value computed on the
 CA0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0684.degrees latitude (g = 980.6199 gals.).
 CA0684
 CA0684.The modeled gravity was interpolated from observed gravity values.
 CA0684
 CA0684;                    North         East    Units  Estimated Accuracy
 CA0684;SPC TX C     - 3,235,880.      750,190.      MT  (+/- 180 meters Scaled)
 CA0684
 CA0684                          SUPERSEDED SURVEY CONTROL
 CA0684
 CA0684  NGVD 29 (??/??/92)  538.284  (m)         1766.02   (f) ADJ UNCH    2 0
 CA0684
 CA0684.Superseded values are not recommended for survey control.
 CA0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0684.See file dsdata.txt to determine how the superseded data were derived.
 CA0684
 CA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA239178(NAD 83)
 CA0684_MARKER: Z = SEE DESCRIPTION
 CA0684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0684_SP_SET: RAIL
 CA0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0684
 CA0684  HISTORY     - Date     Condition        Report By
 CA0684  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0684  HISTORY     - 1935     GOOD             NGS
 CA0684
 CA0684                          STATION DESCRIPTION
 CA0684
 CA0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0684'6.0 MI W FROM TALPA.
 CA0684'IN RUNNELS COUNTY, 6.0 MILES WEST ALONG THE GULF, COLORADO AND SANTA
 CA0684'FE RAILWAY FROM THE STATION AT TALPA, COLEMAN COUNTY, AT MILE ZONE
 CA0684'27+0764, AT STATION 1433+24, AND 48 FEET NORTH OF THE CENTERLINE OF
 CA0684'THE TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0686 ***********************************************************************
 CA0686  DESIGNATION -  1766.68
 CA0686  PID         -  CA0686
 CA0686  STATE/COUNTY-  TX/RUNNELS
 CA0686  USGS QUAD   -  BENOIT (1967)
 CA0686
 CA0686                         *CURRENT SURVEY CONTROL
 CA0686  ___________________________________________________________________
 CA0686* NAD 83(1986)-  31 47 53.     (N)    099 47 27.     (W)     SCALED    
 CA0686* NAVD 88     -       538.798  (meters)    1767.71   (feet)  ADJUSTED  
 CA0686  ___________________________________________________________________
 CA0686  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CA0686  DYNAMIC HT  -         538.084 (meters)    1765.36  (feet)  COMP
 CA0686  MODELED GRAV-     979,297.4   (mgal)                       NAVD 88
 CA0686
 CA0686  VERT ORDER  -  SECOND    CLASS 0
 CA0686
 CA0686.The horizontal coordinates were scaled from a topographic map and have
 CA0686.an estimated accuracy of +/- 6 seconds.
 CA0686
 CA0686.The orthometric height was determined by differential leveling
 CA0686.and adjusted by the National Geodetic Survey in June 1991..
 CA0686
 CA0686.The geoid height was determined by GEOID03.
 CA0686
 CA0686.The dynamic height is computed by dividing the NAVD 88
 CA0686.geopotential number by the normal gravity value computed on the
 CA0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0686.degrees latitude (g = 980.6199 gals.).
 CA0686
 CA0686.The modeled gravity was interpolated from observed gravity values.
 CA0686
 CA0686;                    North         East    Units  Estimated Accuracy
 CA0686;SPC TX C     - 3,236,410.      751,370.      MT  (+/- 180 meters Scaled)
 CA0686
 CA0686                          SUPERSEDED SURVEY CONTROL
 CA0686
 CA0686  NGVD 29 (??/??/92)  538.674  (m)         1767.30   (f) ADJ UNCH    2 0
 CA0686
 CA0686.Superseded values are not recommended for survey control.
 CA0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0686.See file dsdata.txt to determine how the superseded data were derived.
 CA0686
 CA0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA251183(NAD 83)
 CA0686_MARKER: Z = SEE DESCRIPTION
 CA0686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0686_SP_SET: RAIL
 CA0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0686
 CA0686  HISTORY     - Date     Condition        Report By
 CA0686  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0686  HISTORY     - 1935     GOOD             NGS
 CA0686
 CA0686                          STATION DESCRIPTION
 CA0686
 CA0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0686'4.9 MI W FROM TALPA.
 CA0686'IN RUNNELS COUNTY, 4.9 MILES WEST ALONG THE GULF, COLORADO AND SANTA
 CA0686'FE RAILWAY FROM THE STATION AT TALPA, COLEMAN COUNTY, AT MILE ZONE
 CA0686'26+0718, AT STATION 1379+98, AND 48 FEET NORTH OF THE CENTERLINE OF
 CA0686'THE TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0114 ***********************************************************************
 CR0114  DESIGNATION -  177
 CR0114  PID         -  CR0114
 CR0114  STATE/COUNTY-  TX/PANOLA
 CR0114  USGS QUAD   -  BECKVILLE (1983)
 CR0114
 CR0114                         *CURRENT SURVEY CONTROL
 CR0114  ___________________________________________________________________
 CR0114* NAD 83(1986)-  32 12 48.     (N)    094 23 29.     (W)     SCALED    
 CR0114* NAVD 88     -        75.218  (meters)     246.78   (feet)  ADJUSTED  
 CR0114  ___________________________________________________________________
 CR0114  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR0114  DYNAMIC HT  -          75.130 (meters)     246.49  (feet)  COMP
 CR0114  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 CR0114
 CR0114  VERT ORDER  -  SECOND    CLASS 0
 CR0114
 CR0114.The horizontal coordinates were scaled from a topographic map and have
 CR0114.an estimated accuracy of +/- 6 seconds.
 CR0114
 CR0114.The orthometric height was determined by differential leveling
 CR0114.and adjusted by the National Geodetic Survey in June 1991..
 CR0114
 CR0114.The geoid height was determined by GEOID03.
 CR0114
 CR0114.The dynamic height is computed by dividing the NAVD 88
 CR0114.geopotential number by the normal gravity value computed on the
 CR0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0114.degrees latitude (g = 980.6199 gals.).
 CR0114
 CR0114.The modeled gravity was interpolated from observed gravity values.
 CR0114
 CR0114;                    North         East    Units  Estimated Accuracy
 CR0114;SPC TXNC     - 2,068,190.      987,230.      MT  (+/- 180 meters Scaled)
 CR0114
 CR0114                          SUPERSEDED SURVEY CONTROL
 CR0114
 CR0114  NGVD 29 (??/??/92)   75.253  (m)          246.89   (f) ADJ UNCH    2 0
 CR0114
 CR0114.Superseded values are not recommended for survey control.
 CR0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0114.See file dsdata.txt to determine how the superseded data were derived.
 CR0114
 CR0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR688649(NAD 83)
 CR0114_MARKER: Z = SEE DESCRIPTION
 CR0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0114_SP_SET: RAIL
 CR0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0114
 CR0114  HISTORY     - Date     Condition        Report By
 CR0114  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0114  HISTORY     - 1934     GOOD             NGS
 CR0114  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0114
 CR0114                          STATION DESCRIPTION
 CR0114
 CR0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0114'4.4 MI SE FROM BACKVILLE.
 CR0114'4.4 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0114'BECKVILLE, PANOLA COUNTY, AT MILEAGE 177+000, AND 10 FEET NORTH OF THE
 CR0114'CENTER LINE OF THE TRACK.  THE TOP OF A VERTICAL RAIL.
 CR0114
 CR0114                          STATION RECOVERY (1998)
 CR0114
 CR0114'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0086 ***********************************************************************
 AO0086  DESIGNATION -  177.2
 AO0086  PID         -  AO0086
 AO0086  STATE/COUNTY-  TX/LIVE OAK
 AO0086  USGS QUAD   -  THREE RIVERS (1984)
 AO0086
 AO0086                         *CURRENT SURVEY CONTROL
 AO0086  ___________________________________________________________________
 AO0086* NAD 83(1986)-  28 28 54.     (N)    098 14 28.     (W)     SCALED    
 AO0086* NAVD 88     -        54.077  (meters)     177.42   (feet)  ADJUSTED  
 AO0086  ___________________________________________________________________
 AO0086  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AO0086  DYNAMIC HT  -          53.997 (meters)     177.16  (feet)  COMP
 AO0086  MODELED GRAV-     979,171.6   (mgal)                       NAVD 88
 AO0086
 AO0086  VERT ORDER  -  SECOND    CLASS 0
 AO0086
 AO0086.The horizontal coordinates were scaled from a topographic map and have
 AO0086.an estimated accuracy of +/- 6 seconds.
 AO0086
 AO0086.The orthometric height was determined by differential leveling
 AO0086.and adjusted by the National Geodetic Survey in June 1991..
 AO0086
 AO0086.The geoid height was determined by GEOID03.
 AO0086
 AO0086.The dynamic height is computed by dividing the NAVD 88
 AO0086.geopotential number by the normal gravity value computed on the
 AO0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0086.degrees latitude (g = 980.6199 gals.).
 AO0086
 AO0086.The modeled gravity was interpolated from observed gravity values.
 AO0086
 AO0086;                    North         East    Units  Estimated Accuracy
 AO0086;SPC TXSC     - 4,072,100.      674,310.      MT  (+/- 180 meters Scaled)
 AO0086
 AO0086                          SUPERSEDED SURVEY CONTROL
 AO0086
 AO0086  NGVD 29 (??/??/92)   54.052  (m)          177.34   (f) ADJ UNCH    2 0
 AO0086
 AO0086.Superseded values are not recommended for survey control.
 AO0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0086.See file dsdata.txt to determine how the superseded data were derived.
 AO0086
 AO0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS742507(NAD 83)
 AO0086_MARKER: N = NAIL
 AO0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0086_SP_SET: TREE
 AO0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0086
 AO0086  HISTORY     - Date     Condition        Report By
 AO0086  HISTORY     - UNK      MONUMENTED       USGS
 AO0086  HISTORY     - 1934     GOOD             NGS
 AO0086
 AO0086                          STATION DESCRIPTION
 AO0086
 AO0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0086'4.1 MI W FROM THREE RIVERS.
 AO0086'4.1 MILES WEST ALONG THE ROAD LEADING TO CALLIHAM FROM THREE RIVERS,
 AO0086'LIVE OAK COUNTY, 20 FEET NORTH OF MAIL BOX 1, 20 FEET NORTHWEST OF A
 AO0086'GATE, ON THE NORTH SIDE OF THE ROAD, AND IN THE ROOT OF A MESQUITE
 AO0086'TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 AO0086'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0026 ***********************************************************************
 AZ0026  DESIGNATION -  1772.6
 AZ0026  PID         -  AZ0026
 AZ0026  STATE/COUNTY-  TX/EDWARDS
 AZ0026  USGS QUAD   -  VANCE (1973)
 AZ0026
 AZ0026                         *CURRENT SURVEY CONTROL
 AZ0026  ___________________________________________________________________
 AZ0026* NAD 83(1986)-  29 50 45.     (N)    100 05 40.     (W)     SCALED    
 AZ0026* NAVD 88     -       541.06   (+/-2cm)    1775.1    (feet)  VERTCON   
 AZ0026  ___________________________________________________________________
 AZ0026  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 AZ0026
 AZ0026  VERT ORDER  -  ? (See Below)
 AZ0026
 AZ0026.The horizontal coordinates were scaled from a topographic map and have
 AZ0026.an estimated accuracy of +/- 6 seconds.
 AZ0026
 AZ0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0026.The vertical order pertains to the NGVD 29 superseded value.
 AZ0026
 AZ0026.The geoid height was determined by GEOID03.
 AZ0026
 AZ0026;                    North         East    Units  Estimated Accuracy
 AZ0026;SPC TXSC     - 4,223,540.      494,250.      MT  (+/- 180 meters Scaled)
 AZ0026
 AZ0026                          SUPERSEDED SURVEY CONTROL
 AZ0026
 AZ0026  NGVD 29 (??/??/92)  540.993  (m)         1774.91   (f) ADJ UNCH    ?  
 AZ0026
 AZ0026.Superseded values are not recommended for survey control.
 AZ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0026.See file dsdata.txt to determine how the superseded data were derived.
 AZ0026
 AZ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU942022(NAD 83)
 AZ0026_MARKER: N = NAIL
 AZ0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0026_SP_SET: TREE
 AZ0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0026
 AZ0026  HISTORY     - Date     Condition        Report By
 AZ0026  HISTORY     - UNK      MONUMENTED       USGS
 AZ0026  HISTORY     - 1939     GOOD             NGS
 AZ0026
 AZ0026                          STATION DESCRIPTION
 AZ0026
 AZ0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 AZ0026'15.9 MI NW FROM CAMP WOOD.
 AZ0026'IN EDWARDS COUNTY, 15.9 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM
 AZ0026'THE UVALDE AND NORTHERN RAILWAY STATION AT CAMP WOOD, REAL COUNTY, AND
 AZ0026'IN THE BASE OF A COTTONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0271 ***********************************************************************
 EM0271  DESIGNATION -  177.44
 EM0271  PID         -  EM0271
 EM0271  STATE/COUNTY-  TX/HARDEMAN
 EM0271  USGS QUAD   -  ODELL (1985)
 EM0271
 EM0271                         *CURRENT SURVEY CONTROL
 EM0271  ___________________________________________________________________
 EM0271* NAD 83(1986)-  34 15 14.     (N)    099 29 34.     (W)     SCALED    
 EM0271* NAVD 88     -       428.038  (meters)    1404.32   (feet)  ADJUSTED  
 EM0271  ___________________________________________________________________
 EM0271  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0271  DYNAMIC HT  -         427.556 (meters)    1402.74  (feet)  COMP
 EM0271  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 EM0271
 EM0271  VERT ORDER  -  FIRST     CLASS II
 EM0271
 EM0271.The horizontal coordinates were scaled from a topographic map and have
 EM0271.an estimated accuracy of +/- 6 seconds.
 EM0271
 EM0271.The orthometric height was determined by differential leveling
 EM0271.and adjusted by the National Geodetic Survey in June 1991..
 EM0271
 EM0271.The geoid height was determined by GEOID03.
 EM0271
 EM0271.The dynamic height is computed by dividing the NAVD 88
 EM0271.geopotential number by the normal gravity value computed on the
 EM0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0271.degrees latitude (g = 980.6199 gals.).
 EM0271
 EM0271.The modeled gravity was interpolated from observed gravity values.
 EM0271
 EM0271;                    North         East    Units  Estimated Accuracy
 EM0271;SPC TXNC     - 2,287,350.      508,550.      MT  (+/- 180 meters Scaled)
 EM0271
 EM0271                          SUPERSEDED SURVEY CONTROL
 EM0271
 EM0271  NGVD 29 (??/??/92)  427.885  (m)         1403.82   (f) ADJ UNCH    1 2
 EM0271
 EM0271.Superseded values are not recommended for survey control.
 EM0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0271.See file dsdata.txt to determine how the superseded data were derived.
 EM0271
 EM0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC546904(NAD 83)
 EM0271_MARKER: O = CHISELED CIRCLE
 EM0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0271_SP_SET: CULVERT
 EM0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0271
 EM0271  HISTORY     - Date     Condition        Report By
 EM0271  HISTORY     - UNK      MONUMENTED       BNRR
 EM0271  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0271
 EM0271                          STATION DESCRIPTION
 EM0271
 EM0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0271'1.3 MI E FROM CHILLICOTHE.
 EM0271'1.3 MILES EAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0271'CHILLICOTHE, HARDEMAN COUNTY, AT CULVERT 177.44, AND ON THE NORTHEAST
 EM0271'CORNER OF THE NORTH CONCRETE HEADWALL. A CHISELED POINT. NOTE -- THE
 EM0271'CHISELED POINT COULD NOT BE IDENTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0018 ***********************************************************************
 CB0018  DESIGNATION -  1775
 CB0018  PID         -  CB0018
 CB0018  STATE/COUNTY-  TX/COKE
 CB0018  USGS QUAD   -  SHAWVILLE (1987)
 CB0018
 CB0018                         *CURRENT SURVEY CONTROL
 CB0018  ___________________________________________________________________
 CB0018* NAD 83(1986)-  31 49 48.     (N)    100 17 54.     (W)     SCALED    
 CB0018* NAVD 88     -       541.067  (meters)    1775.15   (feet)  ADJUSTED  
 CB0018  ___________________________________________________________________
 CB0018  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 CB0018  DYNAMIC HT  -         540.354 (meters)    1772.81  (feet)  COMP
 CB0018  MODELED GRAV-     979,304.6   (mgal)                       NAVD 88
 CB0018
 CB0018  VERT ORDER  -  SECOND    CLASS 0
 CB0018
 CB0018.The horizontal coordinates were scaled from a topographic map and have
 CB0018.an estimated accuracy of +/- 6 seconds.
 CB0018
 CB0018.The orthometric height was determined by differential leveling
 CB0018.and adjusted by the National Geodetic Survey in June 1991..
 CB0018.WARNING-Repeat measurements at this control monument indicate possible
 CB0018.vertical movement.
 CB0018
 CB0018.The geoid height was determined by GEOID03.
 CB0018
 CB0018.The dynamic height is computed by dividing the NAVD 88
 CB0018.geopotential number by the normal gravity value computed on the
 CB0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0018.degrees latitude (g = 980.6199 gals.).
 CB0018
 CB0018.The modeled gravity was interpolated from observed gravity values.
 CB0018
 CB0018;                    North         East    Units  Estimated Accuracy
 CB0018;SPC TX C     - 3,239,830.      703,310.      MT  (+/- 180 meters Scaled)
 CB0018
 CB0018                          SUPERSEDED SURVEY CONTROL
 CB0018
 CB0018  NGVD 29 (??/??/92)  540.857  (m)         1774.46   (f) ADJ UNCH    2 0
 CB0018
 CB0018.Superseded values are not recommended for survey control.
 CB0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0018.See file dsdata.txt to determine how the superseded data were derived.
 CB0018
 CB0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA771223(NAD 83)
 CB0018_MARKER: P = PIPE CAP
 CB0018_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CB0018_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CB0018_STAMPING: 1775 1774.462 1921
 CB0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0018
 CB0018  HISTORY     - Date     Condition        Report By
 CB0018  HISTORY     - 1921     MONUMENTED       USGS
 CB0018  HISTORY     - 1961     GOOD             NGS
 CB0018
 CB0018                          STATION DESCRIPTION
 CB0018
 CB0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CB0018'4.0 MI S FROM BRONTE.
 CB0018'ABOUT 4.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM
 CB0018'THE STATION AT BRONTE, 8 POLES SOUTH OF MILEPOST 689, AT THE NORTH END
 CB0018'OF A CUT, 36 FEET WEST OF THE WEST RAIL, 14 1/2 FEET EAST OF A FENCE,
 CB0018'7 1/2 FEET SOUTHEAST OF A TELEPHONE POLE BRACED BY A GUY WIRE, A USGS
 CB0018'CAP ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 14 INCHES, AND
 CB0018'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0116 ***********************************************************************
 CR0116  DESIGNATION -  178
 CR0116  PID         -  CR0116
 CR0116  STATE/COUNTY-  TX/PANOLA
 CR0116  USGS QUAD   -  BECKVILLE (1983)
 CR0116
 CR0116                         *CURRENT SURVEY CONTROL
 CR0116  ___________________________________________________________________
 CR0116* NAD 83(1986)-  32 12 59.     (N)    094 24 32.     (W)     SCALED    
 CR0116* NAVD 88     -        75.21   (+/-2cm)     246.8    (feet)  VERTCON   
 CR0116  ___________________________________________________________________
 CR0116  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CR0116
 CR0116  VERT ORDER  -  ? (See Below)
 CR0116
 CR0116.The horizontal coordinates were scaled from a topographic map and have
 CR0116.an estimated accuracy of +/- 6 seconds.
 CR0116
 CR0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0116.The vertical order pertains to the NGVD 29 superseded value.
 CR0116
 CR0116.The geoid height was determined by GEOID03.
 CR0116
 CR0116;                    North         East    Units  Estimated Accuracy
 CR0116;SPC TXNC     - 2,068,470.      985,570.      MT  (+/- 180 meters Scaled)
 CR0116
 CR0116                          SUPERSEDED SURVEY CONTROL
 CR0116
 CR0116  NGVD 29 (??/??/92)   75.247  (m)          246.87   (f) ADJ UNCH    ?  
 CR0116
 CR0116.Superseded values are not recommended for survey control.
 CR0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0116.See file dsdata.txt to determine how the superseded data were derived.
 CR0116
 CR0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR672652(NAD 83)
 CR0116_MARKER: Z = SEE DESCRIPTION
 CR0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0116_SP_SET: RAIL
 CR0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0116
 CR0116  HISTORY     - Date     Condition        Report By
 CR0116  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0116  HISTORY     - 1934     GOOD             NGS
 CR0116
 CR0116                          STATION DESCRIPTION
 CR0116
 CR0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0116'3.5 MI SE FROM BECKVILLE.
 CR0116'3.5 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0116'BECKVILLE, PANOLA COUNTY, AND NEAR MILEPOST 178.  THE TOP OF A
 CR0116'VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2644 ***********************************************************************
 CS2644  DESIGNATION -  178
 CS2644  PID         -  CS2644
 CS2644  STATE/COUNTY-  TX/HENDERSON
 CS2644  USGS QUAD   -  KERENS (1981)
 CS2644
 CS2644                         *CURRENT SURVEY CONTROL
 CS2644  ___________________________________________________________________
 CS2644* NAD 83(1993)-  32 11 13.21539(N)    096 09 51.84422(W)     ADJUSTED  
 CS2644* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 CS2644  ___________________________________________________________________
 CS2644  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CS2644  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS2644
 CS2644  HORZ ORDER  -  SECOND
 CS2644
 CS2644.The horizontal coordinates were established by classical geodetic methods
 CS2644.and adjusted by the National Geodetic Survey in February 1996..
 CS2644
 CS2644.The orthometric height was scaled from a topographic map.
 CS2644
 CS2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2644
 CS2644.The geoid height was determined by GEOID03.
 CS2644
 CS2644;                    North         East     Units Scale Factor Converg.
 CS2644;SPC TXNC     - 2,060,149.972   820,227.637   MT  0.99998557   +1 16 25.8
 CS2644;SPC TXNC     - 6,759,008.70  2,691,030.17   sFT  0.99998557   +1 16 25.8
 CS2644;UTM  14      - 3,564,689.700   767,339.979   MT  1.00048148   +1 30 41.0
 CS2644
 CS2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2644!SPC TXNC     -   0.99999065  x   0.99998557  =   0.99997622
 CS2644!UTM  14      -   0.99999065  x   1.00048148  =   1.00047213
 CS2644
 CS2644                          SUPERSEDED SURVEY CONTROL
 CS2644
 CS2644  NAD 83(1986)-  32 11 13.22231(N)    096 09 51.82766(W) AD(       ) 2
 CS2644  NAD 27      -  32 11 12.67600(N)    096 09 50.92100(W) AD(       ) 2
 CS2644
 CS2644.Superseded values are not recommended for survey control.
 CS2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2644.See file dsdata.txt to determine how the superseded data were derived.
 CS2644
 CS2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6734064690(NAD 83)
 CS2644_MARKER: P = PIPE CAP
 CS2644_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CS2644_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 CS2644
 CS2644  HISTORY     - Date     Condition        Report By
 CS2644  HISTORY     - 1947     MONUMENTED       USE
 CS2644
 CS2644                          STATION DESCRIPTION
 CS2644
 CS2644'DESCRIBED BY US ENGINEERS 1947
 CS2644'SEE STATION CAT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0189 ***********************************************************************
 AH0189  TIDAL BM    -  This is a Tidal Bench Mark.
 AH0189  DESIGNATION -  1780115=877 5270 TIDAL 17
 AH0189  PID         -  AH0189
 AH0189  STATE/COUNTY-  TX/NUECES
 AH0189  USGS QUAD   -  PORT ARANSAS (1975)
 AH0189
 AH0189                         *CURRENT SURVEY CONTROL
 AH0189  ___________________________________________________________________
 AH0189* NAD 83(1986)-  27 49 47.     (N)    097 03 16.     (W)     SCALED    
 AH0189* NAVD 88     -         3.169  (meters)      10.40   (feet)  ADJUSTED  
 AH0189  ___________________________________________________________________
 AH0189  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH0189  DYNAMIC HT  -           3.164 (meters)      10.38  (feet)  COMP
 AH0189  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AH0189
 AH0189  VERT ORDER  -  FIRST     CLASS I
 AH0189
 AH0189.The horizontal coordinates were scaled from a topographic map and have
 AH0189.an estimated accuracy of +/- 6 seconds.
 AH0189
 AH0189.The orthometric height was determined by differential leveling
 AH0189.and adjusted by the National Geodetic Survey in June 1991..
 AH0189
 AH0189.This Tidal Bench Mark is designated as VM 11199
 AH0189.by the Center for Operational Oceanographic Products and Services.
 AH0189
 AH0189.The geoid height was determined by GEOID03.
 AH0189
 AH0189.The dynamic height is computed by dividing the NAVD 88
 AH0189.geopotential number by the normal gravity value computed on the
 AH0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0189.degrees latitude (g = 980.6199 gals.).
 AH0189
 AH0189.The modeled gravity was interpolated from observed gravity values.
 AH0189
 AH0189;                    North         East    Units  Estimated Accuracy
 AH0189;SPC TX S     - 5,240,470.      442,410.      MT  (+/- 180 meters Scaled)
 AH0189
 AH0189                          SUPERSEDED SURVEY CONTROL
 AH0189
 AH0189.No superseded survey control is available for this station.
 AH0189
 AH0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR916798(NAD 83)
 AH0189_MARKER: DJ = TIDAL STATION DISK
 AH0189_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH0189_SP_SET: RETAINING WALL
 AH0189_STAMPING: 1780115 1975
 AH0189_MARK LOGO: NOS   
 AH0189_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0189+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AH0189
 AH0189  HISTORY     - Date     Condition        Report By
 AH0189  HISTORY     - 1975     MONUMENTED       NOS
 AH0189  HISTORY     - 1978     GOOD             NGS
 AH0189  HISTORY     - 1989     GOOD             USPSQD
 AH0189  HISTORY     - 1989     GOOD             USPSQD
 AH0189  HISTORY     - 1989     GOOD             USPSQD
 AH0189  HISTORY     - 1989     GOOD             USPSQD
 AH0189  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AH0189  HISTORY     - 19910627 GOOD             USPSQD
 AH0189  HISTORY     - 19970204 GOOD             NGS
 AH0189  HISTORY     - 20040319 GOOD             JCLS
 AH0189
 AH0189                          STATION DESCRIPTION
 AH0189
 AH0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0189'IN PORT ARANSAS.
 AH0189'LOCATED NEAR THE HORACE CALDWELL FISHING PIER AT PORT ARANSAS, SET
 AH0189'IN THE TOP OF A CONCRETE RETAINING WALL AND 1 FOOT SOUTH OF THE
 AH0189'NORTH END, 37 FEET EAST OF A PAVED ROAD LEADING TO NUECES COUNTY
 AH0189'PARK OFFICE AND 33 FEET SOUTH OF THE SECOND LAMP POLE ON THE PARK
 AH0189'ROAD.
 AH0189
 AH0189                          STATION RECOVERY (1989)
 AH0189
 AH0189'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0189'RECOVERED IN GOOD CONDITION.
 AH0189
 AH0189                          STATION RECOVERY (1989)
 AH0189
 AH0189'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0189'RECOVERED IN GOOD CONDITION.
 AH0189
 AH0189                          STATION RECOVERY (1989)
 AH0189
 AH0189'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0189'RECOVERED IN GOOD CONDITION.
 AH0189
 AH0189                          STATION RECOVERY (1989)
 AH0189
 AH0189'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AH0189'RECOVERED IN GOOD CONDITION.
 AH0189
 AH0189                          STATION RECOVERY (1990)
 AH0189
 AH0189'RECOVERY NOTE BY US POWER SQUADRON 1990 (VLH)
 AH0189'MARK NOT FOUND.
 AH0189
 AH0189                          STATION RECOVERY (1991)
 AH0189
 AH0189'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0189'RECOVERED IN GOOD CONDITION.
 AH0189
 AH0189                          STATION RECOVERY (1997)
 AH0189
 AH0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0189'0.6 KM (0.35 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AH0189'IN PORT ARANSAS, THENCE 1.1 KM (0.70 MI) EASTERLY ALONG BEACH STREET,
 AH0189'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A ROAD LEADING TO PORT ARANSAS
 AH0189'PARK, IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHEAST END OF A
 AH0189'CONCRETE RETAINING WALL, 11.4 M (37.4 FT) SOUTHEAST OF THE ROAD
 AH0189'CENTER, 10.3 M (33.8 FT) SOUTHWEST OF THE 2ND UTILITY LIGHT POLE NORTH
 AH0189'OF THE STREET, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M
 AH0189'(1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--THE ORIGINAL STAMPING HAS
 AH0189'BEEN STAMPED OVER AND THE DISK IS STAMPED AS ABOVE.
 AH0189
 AH0189                          STATION RECOVERY (2004)
 AH0189
 AH0189'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 AH0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0052 ***********************************************************************
 DP0052  DESIGNATION -  1783
 DP0052  PID         -  DP0052
 DP0052  STATE/COUNTY-  TX/STONEWALL
 DP0052  USGS QUAD   -  ASPERMONT (1968)
 DP0052
 DP0052                         *CURRENT SURVEY CONTROL
 DP0052  ___________________________________________________________________
 DP0052* NAD 83(1986)-  33 08 22.     (N)    100 13 41.     (W)     SCALED    
 DP0052* NAVD 88     -       544.267  (meters)    1785.65   (feet)  ADJUSTED  
 DP0052  ___________________________________________________________________
 DP0052  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DP0052  DYNAMIC HT  -         543.586 (meters)    1783.42  (feet)  COMP
 DP0052  MODELED GRAV-     979,368.3   (mgal)                       NAVD 88
 DP0052
 DP0052  VERT ORDER  -  SECOND    CLASS 0
 DP0052
 DP0052.The horizontal coordinates were scaled from a topographic map and have
 DP0052.an estimated accuracy of +/- 6 seconds.
 DP0052
 DP0052.The orthometric height was determined by differential leveling
 DP0052.and adjusted by the National Geodetic Survey in June 1991..
 DP0052
 DP0052.The geoid height was determined by GEOID03.
 DP0052
 DP0052.The dynamic height is computed by dividing the NAVD 88
 DP0052.geopotential number by the normal gravity value computed on the
 DP0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0052.degrees latitude (g = 980.6199 gals.).
 DP0052
 DP0052.The modeled gravity was interpolated from observed gravity values.
 DP0052
 DP0052;                    North         East    Units  Estimated Accuracy
 DP0052;SPC TXNC     - 2,164,640.      438,790.      MT  (+/- 180 meters Scaled)
 DP0052
 DP0052                          SUPERSEDED SURVEY CONTROL
 DP0052
 DP0052  NGVD 29 (??/??/92)  544.070  (m)         1785.00   (f) ADJ UNCH    2 0
 DP0052
 DP0052.Superseded values are not recommended for survey control.
 DP0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0052.See file dsdata.txt to determine how the superseded data were derived.
 DP0052
 DP0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB854674(NAD 83)
 DP0052_MARKER: X = CHISELED CROSS
 DP0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0052_SP_SET: PIER
 DP0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0052
 DP0052  HISTORY     - Date     Condition        Report By
 DP0052  HISTORY     - UNK      MONUMENTED       USGS
 DP0052  HISTORY     - 1958     GOOD             NGS
 DP0052  HISTORY     - 20050526 MARK NOT FOUND   USPSQD
 DP0052
 DP0052                          STATION DESCRIPTION
 DP0052
 DP0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0052'IN ASPERMONT.
 DP0052'AT ASPERMONT, STONEWALL COUNTY, AT THE CITY WATER TOWER, ON THE
 DP0052'SOUTHWEST EDGE OF THE FOUNDATION, ON THE TOP OF THE SOUTHWEST CONCRETE
 DP0052'PIER, AND 3 FEET ABOVE THE GROUND.  A CHISELED CROSS. NOTE-- THE WATER
 DP0052'TANK HAS BEEN TORN DOWN BUT THE CONCRETE PIERS REMAIN. A NEW TANK HAS
 DP0052'BEEN ERECTED TO THE EAST OF THE FORMER SITE.
 DP0052
 DP0052                          STATION RECOVERY (2005)
 DP0052
 DP0052'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DP0052'ALL FOUR PIERS WERE FOUND WITH NO SIGN OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0117 ***********************************************************************
 CR0117  DESIGNATION -  179
 CR0117  PID         -  CR0117
 CR0117  STATE/COUNTY-  TX/PANOLA
 CR0117  USGS QUAD   -  BECKVILLE (1983)
 CR0117
 CR0117                         *CURRENT SURVEY CONTROL
 CR0117  ___________________________________________________________________
 CR0117* NAD 83(1986)-  32 13 26.     (N)    094 25 23.     (W)     SCALED    
 CR0117* NAVD 88     -        78.29   (+/-2cm)     256.9    (feet)  VERTCON   
 CR0117  ___________________________________________________________________
 CR0117  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CR0117
 CR0117  VERT ORDER  -  ? (See Below)
 CR0117
 CR0117.The horizontal coordinates were scaled from a topographic map and have
 CR0117.an estimated accuracy of +/- 6 seconds.
 CR0117
 CR0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0117.The vertical order pertains to the NGVD 29 superseded value.
 CR0117
 CR0117.The geoid height was determined by GEOID03.
 CR0117
 CR0117;                    North         East    Units  Estimated Accuracy
 CR0117;SPC TXNC     - 2,069,250.      984,200.      MT  (+/- 180 meters Scaled)
 CR0117
 CR0117                          SUPERSEDED SURVEY CONTROL
 CR0117
 CR0117  NGVD 29 (??/??/92)   78.319  (m)          256.95   (f) ADJ UNCH    ?  
 CR0117
 CR0117.Superseded values are not recommended for survey control.
 CR0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0117.See file dsdata.txt to determine how the superseded data were derived.
 CR0117
 CR0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR659661(NAD 83)
 CR0117_MARKER: Z = SEE DESCRIPTION
 CR0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0117_SP_SET: RAIL
 CR0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0117
 CR0117  HISTORY     - Date     Condition        Report By
 CR0117  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0117  HISTORY     - 1934     GOOD             NGS
 CR0117  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0117
 CR0117                          STATION DESCRIPTION
 CR0117
 CR0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0117'2.5 MI E FROM BECKVILLE.
 CR0117'2.5 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0117'BECKVILLE, PANOLA COUNTY, AND NEAR MILEPOST 179. THE TOP OF A VERTICAL
 CR0117'RAIL.
 CR0117
 CR0117                          STATION RECOVERY (1998)
 CR0117
 CR0117'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0224 ***********************************************************************
 AH0224  DESIGNATION -  179 USE
 AH0224  PID         -  AH0224
 AH0224  STATE/COUNTY-  TX/NUECES
 AH0224  USGS QUAD   -  ESTES (1975)
 AH0224
 AH0224                         *CURRENT SURVEY CONTROL
 AH0224  ___________________________________________________________________
 AH0224* NAD 83(1986)-  27 52 53.     (N)    097 05 59.     (W)     SCALED    
 AH0224* NAVD 88     -         0.38   (+/-2cm)       1.2    (feet)  VERTCON   
 AH0224  ___________________________________________________________________
 AH0224  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH0224
 AH0224  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0224
 AH0224.The horizontal coordinates were scaled from a topographic map and have
 AH0224.an estimated accuracy of +/- 6 seconds.
 AH0224
 AH0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0224.The vertical order pertains to the NGVD 29 superseded value.
 AH0224
 AH0224.The geoid height was determined by GEOID03.
 AH0224
 AH0224;                    North         East    Units  Estimated Accuracy
 AH0224;SPC TX S     - 5,246,150.      437,880.      MT  (+/- 180 meters Scaled)
 AH0224
 AH0224                          SUPERSEDED SURVEY CONTROL
 AH0224
 AH0224  NGVD 29 (??/??/92)    0.49   (m)            1.6    (f) COMPUTED    1 2
 AH0224
 AH0224.Superseded values are not recommended for survey control.
 AH0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0224.See file dsdata.txt to determine how the superseded data were derived.
 AH0224
 AH0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR870855(NAD 83)
 AH0224_MARKER: DD = SURVEY DISK
 AH0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0224_STAMPING: 179 1949
 AH0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0224+STABILITY: SURFACE MOTION
 AH0224
 AH0224  HISTORY     - Date     Condition        Report By
 AH0224  HISTORY     - 1949     MONUMENTED       DOD
 AH0224  HISTORY     - 1959     GOOD             NGS
 AH0224  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0224
 AH0224                          STATION DESCRIPTION
 AH0224
 AH0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0224'2.8 MI E FROM ARANSAS PASS.
 AH0224'ABOUT 2.8 MILES EAST ALONG THE CAUSEWAY FROM THE TOLL GATE AT ARANSAS
 AH0224'PASS, 138 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1
 AH0224'MILE SOUTHEAST OF THE SOUTHEAST END OF A BRIDGE, 62 FEET NORTH OF A
 AH0224'POWER POLE WHICH IS IN THE NORTHEAST ROW OF POLES, 50 FEET NORTHEAST
 AH0224'OF A ROW OF POLES, 0.9 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 AH0224'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST 4 INCHES BELOW
 AH0224'THE TOP OF THE GROUND.
 AH0224
 AH0224                          STATION RECOVERY (1978)
 AH0224
 AH0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0224'SEARCHED FOR BUT NOT RECOVERED, AREA HAS BEEN RECONSTRUCTED AND A
 AH0224'NEW CAUSEWAY HAS BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0348 ***********************************************************************
 CT0348  DESIGNATION -  179.1
 CT0348  PID         -  CT0348
 CT0348  STATE/COUNTY-  TX/SHACKELFORD
 CT0348  USGS QUAD   -  MORAN (1965)
 CT0348
 CT0348                         *CURRENT SURVEY CONTROL
 CT0348  ___________________________________________________________________
 CT0348* NAD 83(1986)-  32 37 22.     (N)    099 13 12.     (W)     SCALED    
 CT0348* NAVD 88     -       399.555  (meters)    1310.87   (feet)  ADJUSTED  
 CT0348  ___________________________________________________________________
 CT0348  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0348  DYNAMIC HT  -         399.047 (meters)    1309.21  (feet)  COMP
 CT0348  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 CT0348
 CT0348  VERT ORDER  -  SECOND    CLASS 0
 CT0348
 CT0348.The horizontal coordinates were scaled from a topographic map and have
 CT0348.an estimated accuracy of +/- 6 seconds.
 CT0348
 CT0348.The orthometric height was determined by differential leveling
 CT0348.and adjusted by the National Geodetic Survey in June 1991..
 CT0348
 CT0348.The geoid height was determined by GEOID03.
 CT0348
 CT0348.The dynamic height is computed by dividing the NAVD 88
 CT0348.geopotential number by the normal gravity value computed on the
 CT0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0348.degrees latitude (g = 980.6199 gals.).
 CT0348
 CT0348.The modeled gravity was interpolated from observed gravity values.
 CT0348
 CT0348;                    North         East    Units  Estimated Accuracy
 CT0348;SPC TXNC     - 2,106,260.      532,440.      MT  (+/- 180 meters Scaled)
 CT0348
 CT0348                          SUPERSEDED SURVEY CONTROL
 CT0348
 CT0348  NGVD 29 (??/??/92)  399.428  (m)         1310.46   (f) ADJ UNCH    2 0
 CT0348
 CT0348.Superseded values are not recommended for survey control.
 CT0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0348.See file dsdata.txt to determine how the superseded data were derived.
 CT0348
 CT0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB793094(NAD 83)
 CT0348_MARKER: DB = BENCH MARK DISK
 CT0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0348_SP_SET: BRIDGE
 CT0348_STAMPING: 179.1
 CT0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0348
 CT0348  HISTORY     - Date     Condition        Report By
 CT0348  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0348  HISTORY     - 1957     GOOD             NGS
 CT0348
 CT0348                          STATION DESCRIPTION
 CT0348
 CT0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0348'6.6 MI NW FROM MORAN.
 CT0348'6.6 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0348'FROM MORAN, SHACKELFORD COUNTY, AND IN THE TOP OF BRIDGE 179.1 OVER
 CT0348'SOUTH HUBBARD CREEK.  NOTE-- THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE
 CT0348'OVER SOUTH HUBBARD CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0140 ***********************************************************************
 EN0140  DESIGNATION -  1791+70
 EN0140  PID         -  EN0140
 EN0140  STATE/COUNTY-  TX/HALL
 EN0140  USGS QUAD   -  TURKEY (1981)
 EN0140
 EN0140                         *CURRENT SURVEY CONTROL
 EN0140  ___________________________________________________________________
 EN0140* NAD 83(1986)-  34 23 53.     (N)    100 56 10.     (W)     SCALED    
 EN0140* NAVD 88     -       723.847  (meters)    2374.82   (feet)  ADJUSTED  
 EN0140  ___________________________________________________________________
 EN0140  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 EN0140  DYNAMIC HT  -         722.985 (meters)    2371.99  (feet)  COMP
 EN0140  MODELED GRAV-     979,421.8   (mgal)                       NAVD 88
 EN0140
 EN0140  VERT ORDER  -  FIRST     CLASS II
 EN0140
 EN0140.The horizontal coordinates were scaled from a topographic map and have
 EN0140.an estimated accuracy of +/- 6 seconds.
 EN0140
 EN0140.The orthometric height was determined by differential leveling
 EN0140.and adjusted by the National Geodetic Survey in June 1991..
 EN0140
 EN0140.The geoid height was determined by GEOID03.
 EN0140
 EN0140.The dynamic height is computed by dividing the NAVD 88
 EN0140.geopotential number by the normal gravity value computed on the
 EN0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0140.degrees latitude (g = 980.6199 gals.).
 EN0140
 EN0140.The modeled gravity was interpolated from observed gravity values.
 EN0140
 EN0140;                    North         East    Units  Estimated Accuracy
 EN0140;SPC TX N     - 1,044,310.      251,850.      MT  (+/- 180 meters Scaled)
 EN0140
 EN0140                          SUPERSEDED SURVEY CONTROL
 EN0140
 EN0140  NGVD 29 (??/??/92)  723.535  (m)         2373.80   (f) ADJ UNCH    1 2
 EN0140
 EN0140.Superseded values are not recommended for survey control.
 EN0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0140.See file dsdata.txt to determine how the superseded data were derived.
 EN0140
 EN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD220079(NAD 83)
 EN0140_MARKER: Z = SEE DESCRIPTION
 EN0140_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0140_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0140
 EN0140  HISTORY     - Date     Condition        Report By
 EN0140  HISTORY     - UNK      MONUMENTED       BNRR
 EN0140  HISTORY     - 1933     GOOD             NGS
 EN0140  HISTORY     - 1934     GOOD             NGS
 EN0140
 EN0140                          STATION DESCRIPTION
 EN0140
 EN0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0140'2.1 MI W FROM TURKEY.
 EN0140'2.1 MILES WEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM THE
 EN0140'STATION AT TURKEY, HALL COUNTY, AT STATION 1791+70 (MILEAGE 270.9),
 EN0140'ABOUT 9-1/2 RAILS WEST OF WOODEN TRESTLE P 270.91, ABOUT 3-1/2 RAILS
 EN0140'EAST OF MILEPOST 271, 48 FEET SOUTH OF THE TRACK, AND IN LINE WITH A
 EN0140'ROW OF POLES. THE TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 6
 EN0140'INCHES ABOVE GROUND.
 EN0140
 EN0140                          STATION RECOVERY (1934)
 EN0140
 EN0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0708 ***********************************************************************
 CA0708  DESIGNATION -  1793.37
 CA0708  PID         -  CA0708
 CA0708  STATE/COUNTY-  TX/COLEMAN
 CA0708  USGS QUAD   -  VALERA (1967)
 CA0708
 CA0708                         *CURRENT SURVEY CONTROL
 CA0708  ___________________________________________________________________
 CA0708* NAD 83(1986)-  31 45 02.     (N)    099 33 02.     (W)     SCALED    
 CA0708* NAVD 88     -       546.929  (meters)    1794.38   (feet)  ADJUSTED  
 CA0708  ___________________________________________________________________
 CA0708  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CA0708  DYNAMIC HT  -         546.201 (meters)    1791.99  (feet)  COMP
 CA0708  MODELED GRAV-     979,292.1   (mgal)                       NAVD 88
 CA0708
 CA0708  VERT ORDER  -  SECOND    CLASS 0
 CA0708
 CA0708.The horizontal coordinates were scaled from a topographic map and have
 CA0708.an estimated accuracy of +/- 6 seconds.
 CA0708
 CA0708.The orthometric height was determined by differential leveling
 CA0708.and adjusted by the National Geodetic Survey in June 1991..
 CA0708
 CA0708.The geoid height was determined by GEOID03.
 CA0708
 CA0708.The dynamic height is computed by dividing the NAVD 88
 CA0708.geopotential number by the normal gravity value computed on the
 CA0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0708.degrees latitude (g = 980.6199 gals.).
 CA0708
 CA0708.The modeled gravity was interpolated from observed gravity values.
 CA0708
 CA0708;                    North         East    Units  Estimated Accuracy
 CA0708;SPC TX C     - 3,231,280.      774,160.      MT  (+/- 180 meters Scaled)
 CA0708
 CA0708                          SUPERSEDED SURVEY CONTROL
 CA0708
 CA0708  NGVD 29 (??/??/92)  546.808  (m)         1793.99   (f) ADJ UNCH    2 0
 CA0708
 CA0708.Superseded values are not recommended for survey control.
 CA0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0708.See file dsdata.txt to determine how the superseded data were derived.
 CA0708
 CA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA478129(NAD 83)
 CA0708_MARKER: Z = SEE DESCRIPTION
 CA0708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0708_SP_SET: RAIL
 CA0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0708
 CA0708  HISTORY     - Date     Condition        Report By
 CA0708  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0708  HISTORY     - 1935     GOOD             NGS
 CA0708
 CA0708                          STATION DESCRIPTION
 CA0708
 CA0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0708'0.1 MI W FROM VALERA.
 CA0708'0.1 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0708'STATION AT VALERA, COLEMAN COUNTY, AT MILE ZONE 11+2845, AT STATION
 CA0708'609+25, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST
 CA0708'POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0687 ***********************************************************************
 CA0687  DESIGNATION -  1793.98
 CA0687  PID         -  CA0687
 CA0687  STATE/COUNTY-  TX/RUNNELS
 CA0687  USGS QUAD   -  BENOIT (1967)
 CA0687
 CA0687                         *CURRENT SURVEY CONTROL
 CA0687  ___________________________________________________________________
 CA0687* NAD 83(1986)-  31 47 43.     (N)    099 46 26.     (W)     SCALED    
 CA0687* NAVD 88     -       547.121  (meters)    1795.01   (feet)  ADJUSTED  
 CA0687  ___________________________________________________________________
 CA0687  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CA0687  DYNAMIC HT  -         546.394 (meters)    1792.63  (feet)  COMP
 CA0687  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 CA0687
 CA0687  VERT ORDER  -  SECOND    CLASS 0
 CA0687
 CA0687.The horizontal coordinates were scaled from a topographic map and have
 CA0687.an estimated accuracy of +/- 6 seconds.
 CA0687
 CA0687.The orthometric height was determined by differential leveling
 CA0687.and adjusted by the National Geodetic Survey in June 1991..
 CA0687
 CA0687.The geoid height was determined by GEOID03.
 CA0687
 CA0687.The dynamic height is computed by dividing the NAVD 88
 CA0687.geopotential number by the normal gravity value computed on the
 CA0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0687.degrees latitude (g = 980.6199 gals.).
 CA0687
 CA0687.The modeled gravity was interpolated from observed gravity values.
 CA0687
 CA0687;                    North         East    Units  Estimated Accuracy
 CA0687;SPC TX C     - 3,236,110.      752,980.      MT  (+/- 180 meters Scaled)
 CA0687
 CA0687                          SUPERSEDED SURVEY CONTROL
 CA0687
 CA0687  NGVD 29 (??/??/92)  546.996  (m)         1794.60   (f) ADJ UNCH    2 0
 CA0687
 CA0687.Superseded values are not recommended for survey control.
 CA0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0687.See file dsdata.txt to determine how the superseded data were derived.
 CA0687
 CA0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA267180(NAD 83)
 CA0687_MARKER: Z = SEE DESCRIPTION
 CA0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0687_SP_SET: RAIL
 CA0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0687
 CA0687  HISTORY     - Date     Condition        Report By
 CA0687  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0687  HISTORY     - 1935     GOOD             NGS
 CA0687
 CA0687                          STATION DESCRIPTION
 CA0687
 CA0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0687'3.9 MI W FROM TALPA.
 CA0687'IN RUNNELS COUNTY, 3.9 MILES WEST ALONG THE GULF, COLORADO AND SANTA
 CA0687'FE RAILWAY FROM THE STATION AT TALPA, COLEMAN COUNTY, AT MILE ZONE
 CA0687'25+0703, AT STATION 1327+03, AND 48 FEET NORTH OF THE CENTERLINE OF
 CA0687'THE TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0106 ***********************************************************************
 DN0106  DESIGNATION -  18
 DN0106  PID         -  DN0106
 DN0106  STATE/COUNTY-  TX/HUNT
 DN0106  USGS QUAD   -  GREENVILLE NW (1962)
 DN0106
 DN0106                         *CURRENT SURVEY CONTROL
 DN0106  ___________________________________________________________________
 DN0106* NAD 83(1986)-  33 10 12.     (N)    096 07 49.     (W)     SCALED    
 DN0106* NAVD 88     -       167.323  (meters)     548.96   (feet)  ADJUSTED  
 DN0106  ___________________________________________________________________
 DN0106  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN0106  DYNAMIC HT  -         167.141 (meters)     548.36  (feet)  COMP
 DN0106  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 DN0106
 DN0106  VERT ORDER  -  FIRST     CLASS II
 DN0106
 DN0106.The horizontal coordinates were scaled from a topographic map and have
 DN0106.an estimated accuracy of +/- 6 seconds.
 DN0106
 DN0106.The orthometric height was determined by differential leveling
 DN0106.and adjusted by the National Geodetic Survey in June 1991..
 DN0106
 DN0106.The geoid height was determined by GEOID03.
 DN0106
 DN0106.The dynamic height is computed by dividing the NAVD 88
 DN0106.geopotential number by the normal gravity value computed on the
 DN0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0106.degrees latitude (g = 980.6199 gals.).
 DN0106
 DN0106.The modeled gravity was interpolated from observed gravity values.
 DN0106
 DN0106;                    North         East    Units  Estimated Accuracy
 DN0106;SPC TXNC     - 2,169,200.      820,990.      MT  (+/- 180 meters Scaled)
 DN0106
 DN0106                          SUPERSEDED SURVEY CONTROL
 DN0106
 DN0106  NGVD 29 (??/??/92)  167.313  (m)          548.93   (f) ADJ UNCH    1 2
 DN0106
 DN0106.Superseded values are not recommended for survey control.
 DN0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0106.See file dsdata.txt to determine how the superseded data were derived.
 DN0106
 DN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB676738(NAD 83)
 DN0106_MARKER: S = SPIKE
 DN0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0106_SP_SET: CULVERT
 DN0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0106
 DN0106  HISTORY     - Date     Condition        Report By
 DN0106  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0106  HISTORY     - 1933     GOOD             NGS
 DN0106  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0106
 DN0106                          STATION DESCRIPTION
 DN0106
 DN0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0106'2.4 MI NW FROM GREENVILLE.
 DN0106'2.4 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0106'FROM GREENVILLE, HUNT COUNTY, 11 POLES NORTH OF MILEPOST 711, 3-1/2
 DN0106'POLES NORTH OF A ROAD CROSSING, AT A CONCRETE CULVERT, AND IN THE TOP
 DN0106'OF THE SOUTH END OF THE WEST HEADWALL.  A RAILROAD SPIKE.
 DN0106
 DN0106                          STATION RECOVERY (1986)
 DN0106
 DN0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1126 ***********************************************************************
 FL1126  DESIGNATION -  18
 FL1126  PID         -  FL1126
 FL1126  STATE/COUNTY-  TX/POTTER
 FL1126  USGS QUAD   -  PUENTE (1953)
 FL1126
 FL1126                         *CURRENT SURVEY CONTROL
 FL1126  ___________________________________________________________________
 FL1126* NAD 83(1986)-  35 25 59.     (N)    101 52 58.     (W)     SCALED    
 FL1126* NAVD 88     -       958.962  (meters)    3146.19   (feet)  ADJUSTED  
 FL1126  ___________________________________________________________________
 FL1126  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1126  DYNAMIC HT  -         957.849 (meters)    3142.54  (feet)  COMP
 FL1126  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 FL1126
 FL1126  VERT ORDER  -  SECOND    CLASS 0
 FL1126
 FL1126.The horizontal coordinates were scaled from a topographic map and have
 FL1126.an estimated accuracy of +/- 6 seconds.
 FL1126
 FL1126.The orthometric height was determined by differential leveling
 FL1126.and adjusted by the National Geodetic Survey in June 1991..
 FL1126
 FL1126.The geoid height was determined by GEOID03.
 FL1126
 FL1126.The dynamic height is computed by dividing the NAVD 88
 FL1126.geopotential number by the normal gravity value computed on the
 FL1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1126.degrees latitude (g = 980.6199 gals.).
 FL1126
 FL1126.The modeled gravity was interpolated from observed gravity values.
 FL1126
 FL1126;                    North         East    Units  Estimated Accuracy
 FL1126;SPC TX N     - 1,159,050.      165,250.      MT  (+/- 180 meters Scaled)
 FL1126
 FL1126                          SUPERSEDED SURVEY CONTROL
 FL1126
 FL1126  NGVD 29 (??/??/92)  958.488  (m)         3144.64   (f) ADJ UNCH    2 0
 FL1126
 FL1126.Superseded values are not recommended for survey control.
 FL1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1126.See file dsdata.txt to determine how the superseded data were derived.
 FL1126
 FL1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE382248(NAD 83)
 FL1126_MARKER: B = BOLT
 FL1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1126+STABILITY: SURFACE MOTION
 FL1126
 FL1126  HISTORY     - Date     Condition        Report By
 FL1126  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1126  HISTORY     - 1934     GOOD             NGS
 FL1126
 FL1126                          STATION DESCRIPTION
 FL1126
 FL1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1126'19.4 MI N FROM AMARILLO.
 FL1126'19.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1126'AMARILLO, POTTER COUNTY, 32 FEET NORTHWEST OF MILEPOST 18, 198 FEET
 FL1126'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTHWEST OF THE
 FL1126'RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0980 ***********************************************************************
 AB0980  DESIGNATION -  18 1919 USGS
 AB0980  PID         -  AB0980
 AB0980  STATE/COUNTY-  TX/KENEDY
 AB0980  USGS QUAD   -  RUDOLPH (1982)
 AB0980
 AB0980                         *CURRENT SURVEY CONTROL
 AB0980  ___________________________________________________________________
 AB0980* NAD 83(1986)-  26 42 28.     (N)    097 46 09.     (W)     SCALED    
 AB0980* NAVD 88     -         7.404  (meters)      24.29   (feet)  ADJUSTED  
 AB0980  ___________________________________________________________________
 AB0980  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AB0980  DYNAMIC HT  -           7.392 (meters)      24.25  (feet)  COMP
 AB0980  MODELED GRAV-     979,062.8   (mgal)                       NAVD 88
 AB0980
 AB0980  VERT ORDER  -  FIRST     CLASS II
 AB0980
 AB0980.The horizontal coordinates were scaled from a topographic map and have
 AB0980.an estimated accuracy of +/- 6 seconds.
 AB0980
 AB0980.The orthometric height was determined by differential leveling
 AB0980.and adjusted by the National Geodetic Survey in June 1991..
 AB0980
 AB0980.The geoid height was determined by GEOID03.
 AB0980
 AB0980.The dynamic height is computed by dividing the NAVD 88
 AB0980.geopotential number by the normal gravity value computed on the
 AB0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0980.degrees latitude (g = 980.6199 gals.).
 AB0980
 AB0980.The modeled gravity was interpolated from observed gravity values.
 AB0980
 AB0980;                    North         East    Units  Estimated Accuracy
 AB0980;SPC TX S     - 5,115,560.      372,720.      MT  (+/- 180 meters Scaled)
 AB0980
 AB0980                          SUPERSEDED SURVEY CONTROL
 AB0980
 AB0980  NGVD 29 (??/??/92)    7.488  (m)           24.57   (f) ADJ UNCH    1 2
 AB0980
 AB0980.Superseded values are not recommended for survey control.
 AB0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0980.See file dsdata.txt to determine how the superseded data were derived.
 AB0980
 AB0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ224546(NAD 83)
 AB0980_MARKER: P = PIPE CAP
 AB0980_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB0980_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB0980_STAMPING: PRIM TRAV STA NO 18 1919
 AB0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0980
 AB0980  HISTORY     - Date     Condition        Report By
 AB0980  HISTORY     - 1919     MONUMENTED       USGS
 AB0980  HISTORY     - 1951     GOOD             NGS
 AB0980  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0980  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0980  HISTORY     - 1988     GOOD             USPSQD
 AB0980  HISTORY     - 1988     POOR             USPSQD
 AB0980
 AB0980                          STATION DESCRIPTION
 AB0980
 AB0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0980'5.5 MI S FROM NORIAS.
 AB0980'5.5 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0980'FROM THE STATION AT NORIAS, 34 FEET WEST OF THE WEST RAIL, 13.3 FEET
 AB0980'EAST OF A FENCE, 4.5 FEET SOUTH OF THE 2ND POLE NORTH OF MILEPOST 62,
 AB0980'2 FEET SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE
 AB0980'WHICH PROJECTS 1.1 FEET ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN
 AB0980'PACIFIC LINES.
 AB0980
 AB0980                          STATION RECOVERY (1981)
 AB0980
 AB0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0980'SEARCHED FOR, NOT RECOVERED.
 AB0980
 AB0980                          STATION RECOVERY (1987)
 AB0980
 AB0980'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0980'MARK NOT FOUND.
 AB0980
 AB0980                          STATION RECOVERY (1988)
 AB0980
 AB0980'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0980'RECOVERED IN GOOD CONDITION.
 AB0980
 AB0980                          STATION RECOVERY (1988)
 AB0980
 AB0980'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0980'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0453 ***********************************************************************
 BL0453  DESIGNATION -  18 F
 BL0453  PID         -  BL0453
 BL0453  STATE/COUNTY-  TX/LIBERTY
 BL0453  USGS QUAD   -  ROMAYOR (1984)
 BL0453
 BL0453                         *CURRENT SURVEY CONTROL
 BL0453  ___________________________________________________________________
 BL0453* NAD 83(1986)-  30 27 07.     (N)    094 46 12.     (W)     SCALED    
 BL0453* NAVD 88     -        37.28   (+/-2cm)     122.3    (feet)  VERTCON   
 BL0453  ___________________________________________________________________
 BL0453  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0453
 BL0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0453
 BL0453.The horizontal coordinates were scaled from a topographic map and have
 BL0453.an estimated accuracy of +/- 6 seconds.
 BL0453
 BL0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0453.The vertical order pertains to the NGVD 29 superseded value.
 BL0453
 BL0453.The geoid height was determined by GEOID03.
 BL0453
 BL0453;                    North         East    Units  Estimated Accuracy
 BL0453;SPC TX C     - 3,100,410.    1,234,080.      MT  (+/- 180 meters Scaled)
 BL0453
 BL0453                          SUPERSEDED SURVEY CONTROL
 BL0453
 BL0453  NGVD 29 (??/??/92)   37.286  (m)          122.33   (f) ADJ UNCH    2 0
 BL0453
 BL0453.Superseded values are not recommended for survey control.
 BL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0453.See file dsdata.txt to determine how the superseded data were derived.
 BL0453
 BL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP300701(NAD 83)
 BL0453_MARKER: DD = SURVEY DISK
 BL0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0453_STAMPING: 122.168 18 F
 BL0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0453+STABILITY: SURFACE MOTION
 BL0453
 BL0453  HISTORY     - Date     Condition        Report By
 BL0453  HISTORY     - UNK      MONUMENTED
 BL0453  HISTORY     - 1955     GOOD             USGS
 BL0453
 BL0453                          STATION DESCRIPTION
 BL0453
 BL0453'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BL0453'IN RYE.
 BL0453'AT RYE, NEAR THE CROSSING OF THE GULF, COLORADO AND SANTA FE RAILWAY
 BL0453'AND STATE HIGHWAY 146, ABOUT 400 FEET WEST OF THE HIGHWAY, ABOUT 200
 BL0453'FEET SOUTH OF THE TRACK, AND 20 FEET NORTH OF THE NORTHEAST CORNER OF
 BL0453'A YARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0502 ***********************************************************************
 AW0502  DESIGNATION -  18 GCSFRC RESET
 AW0502  PID         -  AW0502
 AW0502  STATE/COUNTY-  TX/GALVESTON
 AW0502  USGS QUAD   -  HITCHCOCK (1974)
 AW0502
 AW0502                         *CURRENT SURVEY CONTROL
 AW0502  ___________________________________________________________________
 AW0502* NAD 83(1986)-  29 22 08.     (N)    095 04 49.     (W)     SCALED    
 AW0502* NAVD 88     -         6.47   (+/-2cm)      21.2    (feet)  VERTCON   
 AW0502  ___________________________________________________________________
 AW0502  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW0502
 AW0502  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0502
 AW0502.The horizontal coordinates were scaled from a topographic map and have
 AW0502.an estimated accuracy of +/- 6 seconds.
 AW0502
 AW0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0502.The vertical order pertains to the NGVD 29 superseded value.
 AW0502
 AW0502.The geoid height was determined by GEOID03.
 AW0502
 AW0502;                    North         East    Units  Estimated Accuracy
 AW0502;SPC TXSC     - 4,176,560.      980,450.      MT  (+/- 180 meters Scaled)
 AW0502
 AW0502                          SUPERSEDED SURVEY CONTROL
 AW0502
 AW0502  NGVD 29 (??/??/92)    6.467  (m)           21.22   (f) ADJ UNCH    1 1
 AW0502
 AW0502.Superseded values are not recommended for survey control.
 AW0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0502.See file dsdata.txt to determine how the superseded data were derived.
 AW0502
 AW0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN980506(NAD 83)
 AW0502_MARKER: Z = SEE DESCRIPTION
 AW0502_SETTING: 0 = UNSPECIFIED SETTING
 AW0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0502
 AW0502  HISTORY     - Date     Condition        Report By
 AW0502  HISTORY     - UNK      MONUMENTED       GCSFRC
 AW0502  HISTORY     - 1973     GOOD             NGS
 AW0502  HISTORY     - 1978     POOR             NGS
 AW0502  HISTORY     - 1987     GOOD             USPSQD
 AW0502  HISTORY     - 1987     GOOD             USPSQD
 AW0502  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0502  HISTORY     - 1988     GOOD             USPSQD
 AW0502  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0502  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0502  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0502  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 AW0502  HISTORY     - 20030719 MARK NOT FOUND   USPSQD
 AW0502  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 AW0502
 AW0502                          STATION DESCRIPTION
 AW0502
 AW0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0502'0.15 MI E FROM ALTA LOMA.
 AW0502'0.15 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0502'THE STATION AT ALTA LOMA, 50.2 FEET WEST-SOUTHWEST OF MILEPOST 18,
 AW0502'73.4 FET SOUTH OF THE SOUTHRAIL, 3.1 FEET NORTHEAST OF A TELEPHONE
 AW0502'POLE, ABOUT 5 FEET LOWER THAN THE TRACK, THE HIGHEST POINT OF A
 AW0502'VERTICAL RAIL WHICH PROJECTS ABOUT 0.5 FOOT ABOVE THE GROUND.
 AW0502
 AW0502                          STATION RECOVERY (1978)
 AW0502
 AW0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0502'MARK RECOVERED IN POOR CONDITION.
 AW0502
 AW0502                          STATION RECOVERY (1987)
 AW0502
 AW0502'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0502'RECOVERED IN GOOD CONDITION.
 AW0502
 AW0502                          STATION RECOVERY (1987)
 AW0502
 AW0502'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0502'RECOVERED IN GOOD CONDITION.
 AW0502
 AW0502                          STATION RECOVERY (1988)
 AW0502
 AW0502'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0502'MARK NOT FOUND.
 AW0502
 AW0502                          STATION RECOVERY (1988)
 AW0502
 AW0502'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0502'RECOVERED IN GOOD CONDITION.
 AW0502
 AW0502                          STATION RECOVERY (1988)
 AW0502
 AW0502'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0502'MARK NOT FOUND.
 AW0502
 AW0502                          STATION RECOVERY (1988)
 AW0502
 AW0502'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0502'MARK NOT FOUND.
 AW0502
 AW0502                          STATION RECOVERY (1988)
 AW0502
 AW0502'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0502'MARK NOT FOUND.
 AW0502
 AW0502                          STATION RECOVERY (1999)
 AW0502
 AW0502'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0502'MARK NOT FOUND.
 AW0502
 AW0502                          STATION RECOVERY (2003)
 AW0502
 AW0502'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0502'MARK NOT FOUND.
 AW0502
 AW0502                          STATION RECOVERY (2004)
 AW0502
 AW0502'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0459 ***********************************************************************
 DP0459  DESIGNATION -  18 GRS
 DP0459  PID         -  DP0459
 DP0459  STATE/COUNTY-  TX/GARZA
 DP0459  USGS QUAD   -  POST WEST (1969)
 DP0459
 DP0459                         *CURRENT SURVEY CONTROL
 DP0459  ___________________________________________________________________
 DP0459* NAD 83(1986)-  33 11 27.     (N)    101 22 52.     (W)     SCALED    
 DP0459* NAVD 88     -       796.707  (meters)    2613.86   (feet)  ADJUSTED  
 DP0459  ___________________________________________________________________
 DP0459  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 DP0459  DYNAMIC HT  -         795.680 (meters)    2610.49  (feet)  COMP
 DP0459  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 DP0459
 DP0459  VERT ORDER  -  FIRST     CLASS II
 DP0459
 DP0459.The horizontal coordinates were scaled from a topographic map and have
 DP0459.an estimated accuracy of +/- 6 seconds.
 DP0459
 DP0459.The orthometric height was determined by differential leveling
 DP0459.and adjusted by the National Geodetic Survey in June 1991..
 DP0459
 DP0459.The geoid height was determined by GEOID03.
 DP0459
 DP0459.The dynamic height is computed by dividing the NAVD 88
 DP0459.geopotential number by the normal gravity value computed on the
 DP0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0459.degrees latitude (g = 980.6199 gals.).
 DP0459
 DP0459.The modeled gravity was interpolated from observed gravity values.
 DP0459
 DP0459;                    North         East    Units  Estimated Accuracy
 DP0459;SPC TXNC     - 2,172,700.      331,400.      MT  (+/- 180 meters Scaled)
 DP0459
 DP0459                          SUPERSEDED SURVEY CONTROL
 DP0459
 DP0459.No superseded survey control is available for this station.
 DP0459
 DP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB780749(NAD 83)
 DP0459_MARKER: DB = BENCH MARK DISK
 DP0459_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP0459_SP_SET: FOOTING
 DP0459_STAMPING: 18 GRS 1968
 DP0459_MARK LOGO: USGS  
 DP0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0459+STABILITY: SURFACE MOTION
 DP0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0459+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0459
 DP0459  HISTORY     - Date     Condition        Report By
 DP0459  HISTORY     - 1968     MONUMENTED       USGS
 DP0459  HISTORY     - 1982     GOOD             NGS
 DP0459  HISTORY     - 19890630 GOOD             NGS
 DP0459  HISTORY     - 19960310 GOOD             NGS
 DP0459
 DP0459                          STATION DESCRIPTION
 DP0459
 DP0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0459'IN POST.
 DP0459'IN POST, AT THE INTERSECTION OF WEST MAIN STREET AND AVENUE L, IN TOP
 DP0459'OF THE NORTHWEST CORNER OF THE CONCRETE FOOTING OF A STREET LIGHT AT
 DP0459'THE EAST ENTRANCE TO THE COUNTY COURTHOUSE, 2.4 METERS (7.9 FT)
 DP0459'SOUTHEAST OF THE CENTER OF THE ENTRANCE AND 0.2 METER (0.7 FT) EAST OF
 DP0459'THE EAST FACE OF THE COURTHOUSE.
 DP0459'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
 DP0459
 DP0459                          STATION RECOVERY (1989)
 DP0459
 DP0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0459'RECOVERED IN GOOD CONDITION.
 DP0459
 DP0459                          STATION RECOVERY (1996)
 DP0459
 DP0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 DP0459'THIS IS GRAVITY BASE STATION 'POST B', DOD 4001-1, IGB 11931B, AND IS
 DP0459'CO-MARKED WITH A USAF GRAVITY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4564 ***********************************************************************
 AW4564  DESIGNATION -  18 M
 AW4564  PID         -  AW4564
 AW4564  STATE/COUNTY-  TX/FORT BEND
 AW4564  USGS QUAD   -  RICHMOND NE (1980)
 AW4564
 AW4564                         *CURRENT SURVEY CONTROL
 AW4564  ___________________________________________________________________
 AW4564* NAD 83(1986)-  29 41 40.     (N)    095 50 44.     (W)     SCALED    
 AW4564* NAVD 88     -        40.26   (+/-2cm)     132.1    (feet)  VERTCON   
 AW4564  ___________________________________________________________________
 AW4564  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW4564
 AW4564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4564
 AW4564.The horizontal coordinates were scaled from a topographic map and have
 AW4564.an estimated accuracy of +/- 6 seconds.
 AW4564
 AW4564.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4564.The vertical order pertains to the NGVD 29 superseded value.
 AW4564
 AW4564.The geoid height was determined by GEOID03.
 AW4564
 AW4564;                    North         East    Units  Estimated Accuracy
 AW4564;SPC TXSC     - 4,210,380.      905,220.      MT  (+/- 180 meters Scaled)
 AW4564
 AW4564                          SUPERSEDED SURVEY CONTROL
 AW4564
 AW4564  NGVD 29 (??/??/92)   40.256  (m)          132.07   (f) ADJ UNCH    2 0
 AW4564
 AW4564.Superseded values are not recommended for survey control.
 AW4564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4564.See file dsdata.txt to determine how the superseded data were derived.
 AW4564
 AW4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN246883(NAD 83)
 AW4564_MARKER: DD = SURVEY DISK
 AW4564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4564_STAMPING: 18 M 1934
 AW4564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4564+STABILITY: SURFACE MOTION
 AW4564
 AW4564  HISTORY     - Date     Condition        Report By
 AW4564  HISTORY     - 1934     MONUMENTED       USGS
 AW4564  HISTORY     - 1943     GOOD             NGS
 AW4564  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW4564  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW4564  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW4564
 AW4564                          STATION DESCRIPTION
 AW4564
 AW4564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4564'3.25 MI E FROM FULSHEAR.
 AW4564'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4564'STATION AT FULSHEAR-- PROCEED 3.25 MILES EASTERLY ALONG THE RAILROAD
 AW4564'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE WEST OF MILEPOST
 AW4564'30, ABOUT 200.0 FEET WEST OF SIGNPOST FLEWELLEN, AND 56.0 FEET
 AW4564'SOUTHWEST OF THE CENTER OF A GRAVEL CROSS ROAD INTERSECTION.  IT IS
 AW4564'48.0 FEET NORTH OF AND ABOUT 2.0 FEET BELOW THE NORTH RAIL OF TRACK,
 AW4564'40.0 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD
 AW4564'PARALLELING THE RAILROAD, 32.0 FEET WEST OF AND ABOUT THE SAME
 AW4564'ELEVATION AS THE CENTERLINE OF THE NORTH AND SOUTH ROAD, AND 3.0 FEET
 AW4564'WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT IS FLUSH WITH THE
 AW4564'GROUND.
 AW4564
 AW4564                          STATION RECOVERY (1995)
 AW4564
 AW4564'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4564'MARK NOT FOUND.
 AW4564
 AW4564                          STATION RECOVERY (1998)
 AW4564
 AW4564'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4564'MARK NOT FOUND.
 AW4564
 AW4564                          STATION RECOVERY (2004)
 AW4564
 AW4564'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2248 ***********************************************************************
 AW2248  DESIGNATION -  18 M USGS RESET 1947
 AW2248  PID         -  AW2248
 AW2248  STATE/COUNTY-  TX/FORT BEND
 AW2248  USGS QUAD   -  RICHMOND NE (1980)
 AW2248
 AW2248                         *CURRENT SURVEY CONTROL
 AW2248  ___________________________________________________________________
 AW2248* NAD 83(1986)-  29 41 40.     (N)    095 50 43.     (W)     SCALED    
 AW2248* NAVD 88     -        39.85   (+/-2cm)     130.7    (feet)  VERTCON   
 AW2248  ___________________________________________________________________
 AW2248  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2248
 AW2248  VERT ORDER  -  THIRD (See Below)
 AW2248
 AW2248.The horizontal coordinates were scaled from a topographic map and have
 AW2248.an estimated accuracy of +/- 6 seconds.
 AW2248
 AW2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2248.The vertical order pertains to the NGVD 29 superseded value.
 AW2248
 AW2248.The geoid height was determined by GEOID03.
 AW2248
 AW2248;                    North         East    Units  Estimated Accuracy
 AW2248;SPC TXSC     - 4,210,380.      905,240.      MT  (+/- 180 meters Scaled)
 AW2248
 AW2248                          SUPERSEDED SURVEY CONTROL
 AW2248
 AW2248  NGVD 29 (01/29/03)   39.84   (m)          130.7    (f) RESET       3  
 AW2248
 AW2248.Superseded values are not recommended for survey control.
 AW2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2248.See file dsdata.txt to determine how the superseded data were derived.
 AW2248
 AW2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN246883(NAD 83)
 AW2248_MARKER: DB = BENCH MARK DISK
 AW2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2248_STAMPING: 18 M RESET 1947
 AW2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2248+STABILITY: SURFACE MOTION
 AW2248
 AW2248  HISTORY     - Date     Condition        Report By
 AW2248  HISTORY     - 1947     MONUMENTED       TXHD
 AW2248  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2248  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2248  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2248
 AW2248                          STATION DESCRIPTION
 AW2248
 AW2248'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1947
 AW2248'3.2 MI E FROM FULSHEAR.
 AW2248'3.2 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AW2248'STATION AT FULSHEAR, FORT BEND COUNTY, ABOUT 250 FEET WEST OF THE
 AW2248'STATION SIGN AT FLEWELLEN, AT THE CROSSING OF A GRAVEL ROAD, 82 FEET
 AW2248'WEST OF THE CENTERLINE OF THE ROAD, 48 FEET NORTH OF THE NORTH RAIL,
 AW2248'40 FEET SOUTH OF THE CENTERLINE OF FARM-TO-MARKET HIGHWAY 359, 5 FEET
 AW2248'EAST OF A WHITE WOODEN WITNESS POST, AND 2.7 FEET LOWER THAN THE
 AW2248'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 18 M
 AW2248'RESET 1947 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW2248'GROUND.
 AW2248
 AW2248                          STATION RECOVERY (1973)
 AW2248
 AW2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2248'MARK NOT FOUND.
 AW2248
 AW2248                          STATION RECOVERY (1978)
 AW2248
 AW2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2248'NOT RECOVERED.  NOTE=THERE IS A DRAINAGE DITCH AT DESCRIBED LOCATION.
 AW2248
 AW2248                          STATION RECOVERY (2004)
 AW2248
 AW2248'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0041 ***********************************************************************
 DQ0041  DESIGNATION -  18 PSFRR
 DQ0041  PID         -  DQ0041
 DQ0041  STATE/COUNTY-  TX/HOCKLEY
 DQ0041  USGS QUAD   -  SMYER (1984)
 DQ0041
 DQ0041                         *CURRENT SURVEY CONTROL
 DQ0041  ___________________________________________________________________
 DQ0041* NAD 83(1986)-  33 35 32.     (N)    102 14 46.     (W)     SCALED    
 DQ0041* NAVD 88     -      1046.784  (meters)    3434.32   (feet)  ADJUSTED  
 DQ0041  ___________________________________________________________________
 DQ0041  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 DQ0041  DYNAMIC HT  -        1045.415 (meters)    3429.83  (feet)  COMP
 DQ0041  MODELED GRAV-     979,293.5   (mgal)                       NAVD 88
 DQ0041
 DQ0041  VERT ORDER  -  SECOND    CLASS 0
 DQ0041
 DQ0041.The horizontal coordinates were scaled from a topographic map and have
 DQ0041.an estimated accuracy of +/- 6 seconds.
 DQ0041
 DQ0041.The orthometric height was determined by differential leveling
 DQ0041.and adjusted by the National Geodetic Survey in June 1991..
 DQ0041
 DQ0041.The geoid height was determined by GEOID03.
 DQ0041
 DQ0041.The dynamic height is computed by dividing the NAVD 88
 DQ0041.geopotential number by the normal gravity value computed on the
 DQ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0041.degrees latitude (g = 980.6199 gals.).
 DQ0041
 DQ0041.The modeled gravity was interpolated from observed gravity values.
 DQ0041
 DQ0041;                    North         East    Units  Estimated Accuracy
 DQ0041;SPC TXNC     - 2,219,730.      252,370.      MT  (+/- 180 meters Scaled)
 DQ0041
 DQ0041                          SUPERSEDED SURVEY CONTROL
 DQ0041
 DQ0041  NGVD 29 (??/??/92) 1046.39   (m)         3433.0    (f) COMPUTED    2 0
 DQ0041
 DQ0041.Superseded values are not recommended for survey control.
 DQ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0041.See file dsdata.txt to determine how the superseded data were derived.
 DQ0041
 DQ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT555203(NAD 83)
 DQ0041_MARKER: B = BOLT
 DQ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0041+STABILITY: SURFACE MOTION
 DQ0041
 DQ0041  HISTORY     - Date     Condition        Report By
 DQ0041  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0041  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0041
 DQ0041                          STATION DESCRIPTION
 DQ0041
 DQ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0041'5.7 MI W FROM SMYER.
 DQ0041'4.6 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0041'STATION AT SMYER, HOCKLEY COUNTY, 74-1/2 FEET PERPENDICULAR TO
 DQ0041'RAILROAD, 67 FEET NORTH-NORTHWEST OF RAIL ON THE END OF MILEPOST 18,
 DQ0041'55-1/2 FEET SOUTH-SOUTHEAST OF THE INTERSECTION OF HIGHWAY, AND T-ROAD
 DQ0041'NORTH, 91 FEET NORTH-NORTHEAST OF THE INTERSECTION OF RAILROAD AND
 DQ0041'ROAD SOUTH, 0.8 FEET BELOW GROUND.  A TRACK BOLT SET IN THE TOP OF A
 DQ0041'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0157 ***********************************************************************
 AP0157  DESIGNATION -  18 WTF DI
 AP0157  PID         -  AP0157
 AP0157  STATE/COUNTY-  TX/MAVERICK
 AP0157  USGS QUAD   -  QUEMADO SE (1974)
 AP0157
 AP0157                         *CURRENT SURVEY CONTROL
 AP0157  ___________________________________________________________________
 AP0157* NAD 83(1986)-  28 51 51.     (N)    100 32 47.     (W)     SCALED    
 AP0157* NAVD 88     -       260.381  (meters)     854.27   (feet)  ADJUSTED  
 AP0157  ___________________________________________________________________
 AP0157  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AP0157  DYNAMIC HT  -         259.995 (meters)     853.00  (feet)  COMP
 AP0157  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 AP0157
 AP0157  VERT ORDER  -  FIRST     CLASS II
 AP0157
 AP0157.The horizontal coordinates were scaled from a topographic map and have
 AP0157.an estimated accuracy of +/- 6 seconds.
 AP0157
 AP0157.The orthometric height was determined by differential leveling
 AP0157.and adjusted by the National Geodetic Survey in June 1991..
 AP0157
 AP0157.The geoid height was determined by GEOID03.
 AP0157
 AP0157.The dynamic height is computed by dividing the NAVD 88
 AP0157.geopotential number by the normal gravity value computed on the
 AP0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0157.degrees latitude (g = 980.6199 gals.).
 AP0157
 AP0157.The modeled gravity was interpolated from observed gravity values.
 AP0157
 AP0157;                    North         East    Units  Estimated Accuracy
 AP0157;SPC TXSC     - 4,115,240.      449,150.      MT  (+/- 180 meters Scaled)
 AP0157
 AP0157                          SUPERSEDED SURVEY CONTROL
 AP0157
 AP0157.No superseded survey control is available for this station.
 AP0157
 AP0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS491939(NAD 83)
 AP0157_MARKER: DD = SURVEY DISK
 AP0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0157_SP_SET: CONCRETE POST
 AP0157_STAMPING: 18 WTF 1975
 AP0157_MARK LOGO: DI    
 AP0157_PROJECTION: PROJECTING 15 CENTIMETERS
 AP0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0157+STABILITY: SURFACE MOTION
 AP0157
 AP0157  HISTORY     - Date     Condition        Report By
 AP0157  HISTORY     - 1975     MONUMENTED       DI
 AP0157  HISTORY     - 1982     GOOD             NGS
 AP0157
 AP0157                          STATION DESCRIPTION
 AP0157
 AP0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0157'19.3 KM (12.0 MI) NORTH FROM EAGLE PASS.
 AP0157'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0157'EAGLE PASS, THENCE 19.1 KM (11.85 MI) NORTH ALONG CEYLON STREET AND
 AP0157'U.S. HIGHWAY 277, AT THE JUNCTION OF U.S. HIGHWAY 277 AND STATE
 AP0157'HIGHWAY 131, 49.3 METERS (162.0 FT) NORTHEAST OF THE CENTERLINE OF
 AP0157'U.S. HIGHWAY 277, 18.9 METERS (62.5 FT) WEST NORTHWEST OF THE
 AP0157'CENTERLINE OF STATE HIGHWAY 131, 3.0 METERS (10.0 FT) NORTHEAST OF
 AP0157'CORNER FENCE POST, AND 0.2 METER (0.8 FT) EAST SOUTHEAST OF FENCE
 AP0157'LINE.
 AP0157'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AP0157'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 131.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0119 ***********************************************************************
 CR0119  DESIGNATION -  180
 CR0119  PID         -  CR0119
 CR0119  STATE/COUNTY-  TX/PANOLA
 CR0119  USGS QUAD   -  BECKVILLE (1983)
 CR0119
 CR0119                         *CURRENT SURVEY CONTROL
 CR0119  ___________________________________________________________________
 CR0119* NAD 83(1986)-  32 14 05.     (N)    094 26 13.     (W)     SCALED    
 CR0119* NAVD 88     -        90.562  (meters)     297.12   (feet)  ADJUSTED  
 CR0119  ___________________________________________________________________
 CR0119  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CR0119  DYNAMIC HT  -          90.456 (meters)     296.77  (feet)  COMP
 CR0119  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 CR0119
 CR0119  VERT ORDER  -  SECOND    CLASS 0
 CR0119
 CR0119.The horizontal coordinates were scaled from a topographic map and have
 CR0119.an estimated accuracy of +/- 6 seconds.
 CR0119
 CR0119.The orthometric height was determined by differential leveling
 CR0119.and adjusted by the National Geodetic Survey in June 1991..
 CR0119
 CR0119.The geoid height was determined by GEOID03.
 CR0119
 CR0119.The dynamic height is computed by dividing the NAVD 88
 CR0119.geopotential number by the normal gravity value computed on the
 CR0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0119.degrees latitude (g = 980.6199 gals.).
 CR0119
 CR0119.The modeled gravity was interpolated from observed gravity values.
 CR0119
 CR0119;                    North         East    Units  Estimated Accuracy
 CR0119;SPC TXNC     - 2,070,400.      982,840.      MT  (+/- 180 meters Scaled)
 CR0119
 CR0119                          SUPERSEDED SURVEY CONTROL
 CR0119
 CR0119  NGVD 29 (??/??/92)   90.594  (m)          297.22   (f) ADJ UNCH    2 0
 CR0119
 CR0119.Superseded values are not recommended for survey control.
 CR0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0119.See file dsdata.txt to determine how the superseded data were derived.
 CR0119
 CR0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR646673(NAD 83)
 CR0119_MARKER: Z = SEE DESCRIPTION
 CR0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0119_SP_SET: RAIL
 CR0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0119
 CR0119  HISTORY     - Date     Condition        Report By
 CR0119  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0119  HISTORY     - 1934     GOOD             NGS
 CR0119
 CR0119                          STATION DESCRIPTION
 CR0119
 CR0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0119'1.5 MI E FROM BECKVILLE.
 CR0119'1.5 MI E OF AND ALONG THE SFRR A STEEL RAIL 10 FEET N OF CENTER OF
 CR0119'TRACK.  AT MILE POST 180+000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0802 ***********************************************************************
 CA0802  DESIGNATION -  1813 USGS
 CA0802  PID         -  CA0802
 CA0802  STATE/COUNTY-  TX/MCCULLOCH
 CA0802  USGS QUAD   -  BRADY SOUTH (1987)
 CA0802
 CA0802                         *CURRENT SURVEY CONTROL
 CA0802  ___________________________________________________________________
 CA0802* NAD 83(1986)-  31 05 09.     (N)    099 21 13.     (W)     SCALED    
 CA0802* NAVD 88     -       552.726  (meters)    1813.40   (feet)  ADJUSTED  
 CA0802  ___________________________________________________________________
 CA0802  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CA0802  DYNAMIC HT  -         551.981 (meters)    1810.96  (feet)  COMP
 CA0802  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 CA0802
 CA0802  VERT ORDER  -  FIRST     CLASS II
 CA0802
 CA0802.The horizontal coordinates were scaled from a topographic map and have
 CA0802.an estimated accuracy of +/- 6 seconds.
 CA0802
 CA0802.The orthometric height was determined by differential leveling
 CA0802.and adjusted by the National Geodetic Survey in June 1991..
 CA0802
 CA0802.The geoid height was determined by GEOID03.
 CA0802
 CA0802.The dynamic height is computed by dividing the NAVD 88
 CA0802.geopotential number by the normal gravity value computed on the
 CA0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0802.degrees latitude (g = 980.6199 gals.).
 CA0802
 CA0802.The modeled gravity was interpolated from observed gravity values.
 CA0802
 CA0802;                    North         East    Units  Estimated Accuracy
 CA0802;SPC TX C     - 3,157,730.      793,470.      MT  (+/- 180 meters Scaled)
 CA0802
 CA0802                          SUPERSEDED SURVEY CONTROL
 CA0802
 CA0802.No superseded survey control is available for this station.
 CA0802
 CA0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV662391(NAD 83)
 CA0802_MARKER: DB = BENCH MARK DISK
 CA0802_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CA0802_SP_SET: HEADWALL
 CA0802_STAMPING: 1813 6 RES 1962
 CA0802_MARK LOGO: USGS  
 CA0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0802+STABILITY: SURFACE MOTION
 CA0802
 CA0802  HISTORY     - Date     Condition        Report By
 CA0802  HISTORY     - 1962     MONUMENTED       USGS
 CA0802  HISTORY     - 1981     GOOD             NGS
 CA0802  HISTORY     - 19990106 GOOD             USPSQD
 CA0802
 CA0802                          STATION DESCRIPTION
 CA0802
 CA0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0802'5.9 KM (3.7 MI) SW FROM BRADY.
 CA0802'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0802'THE COURTHOUSE IN BRADY, THENCE 3.6 KM (2.25 MI) SOUTHWESTERLY ALONG
 CA0802'U.S. HIGHWAY 190, 0.3 KM (0.2 MI) SOUTHEAST OF A GRAVELED ROAD
 CA0802'CROSSING, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A
 CA0802'CONCRETE BOX CULVERT AND 6.3 METERS (20.7 FT) NORTHWEST OF THE
 CA0802'CENTERLINE OF THE HIGHWAY.
 CA0802
 CA0802                          STATION RECOVERY (1999)
 CA0802
 CA0802'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0142 ***********************************************************************
 EN0142  DESIGNATION -  1814+75
 EN0142  PID         -  EN0142
 EN0142  STATE/COUNTY-  TX/HALL
 EN0142  USGS QUAD   -  TURKEY (1981)
 EN0142
 EN0142                         *CURRENT SURVEY CONTROL
 EN0142  ___________________________________________________________________
 EN0142* NAD 83(1986)-  34 23 55.     (N)    100 56 35.     (W)     SCALED    
 EN0142* NAVD 88     -       730.319  (meters)    2396.05   (feet)  ADJUSTED  
 EN0142  ___________________________________________________________________
 EN0142  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EN0142  DYNAMIC HT  -         729.449 (meters)    2393.20  (feet)  COMP
 EN0142  MODELED GRAV-     979,420.9   (mgal)                       NAVD 88
 EN0142
 EN0142  VERT ORDER  -  FIRST     CLASS II
 EN0142
 EN0142.The horizontal coordinates were scaled from a topographic map and have
 EN0142.an estimated accuracy of +/- 6 seconds.
 EN0142
 EN0142.The orthometric height was determined by differential leveling
 EN0142.and adjusted by the National Geodetic Survey in June 1991..
 EN0142
 EN0142.The geoid height was determined by GEOID03.
 EN0142
 EN0142.The dynamic height is computed by dividing the NAVD 88
 EN0142.geopotential number by the normal gravity value computed on the
 EN0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0142.degrees latitude (g = 980.6199 gals.).
 EN0142
 EN0142.The modeled gravity was interpolated from observed gravity values.
 EN0142
 EN0142;                    North         East    Units  Estimated Accuracy
 EN0142;SPC TX N     - 1,044,370.      251,220.      MT  (+/- 180 meters Scaled)
 EN0142
 EN0142                          SUPERSEDED SURVEY CONTROL
 EN0142
 EN0142  NGVD 29 (??/??/92)  730.006  (m)         2395.03   (f) ADJ UNCH    1 2
 EN0142
 EN0142.Superseded values are not recommended for survey control.
 EN0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0142.See file dsdata.txt to determine how the superseded data were derived.
 EN0142
 EN0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD213080(NAD 83)
 EN0142_MARKER: Z = SEE DESCRIPTION
 EN0142_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0142_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0142
 EN0142  HISTORY     - Date     Condition        Report By
 EN0142  HISTORY     - UNK      MONUMENTED       BNRR
 EN0142  HISTORY     - 1933     GOOD             NGS
 EN0142  HISTORY     - 1934     GOOD             NGS
 EN0142
 EN0142                          STATION DESCRIPTION
 EN0142
 EN0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0142'2.5 MI W FROM TURKEY.
 EN0142'2.5 MILES WEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM THE
 EN0142'STATION AT TURKEY, HALL COUNTY, AT STATION 1814+75 (MILEAGE 271.4),
 EN0142'ABOUT 5 RAILS EAST OF WOODEN TRESTLE P 271.45, ABOUT 2-1/2 RAILS EAST
 EN0142'OF THE HALL-BRISCOE COUNTY LINE SIGNBOARD, 53 FEET SOUTH OF THE TRACK,
 EN0142'AND IN LINE WITH A ROW OF POLES.  THE TOP OF A CONCRETE-FILLED PIPE
 EN0142'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 EN0142
 EN0142                          STATION RECOVERY (1934)
 EN0142
 EN0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0121 ***********************************************************************
 CR0121  DESIGNATION -  182
 CR0121  PID         -  CR0121
 CR0121  STATE/COUNTY-  TX/PANOLA
 CR0121  USGS QUAD   -  BECKVILLE (1983)
 CR0121
 CR0121                         *CURRENT SURVEY CONTROL
 CR0121  ___________________________________________________________________
 CR0121* NAD 83(1986)-  32 14 56.     (N)    094 27 39.     (W)     SCALED    
 CR0121* NAVD 88     -        94.66   (+/-2cm)     310.6    (feet)  VERTCON   
 CR0121  ___________________________________________________________________
 CR0121  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CR0121
 CR0121  VERT ORDER  -  ? (See Below)
 CR0121
 CR0121.The horizontal coordinates were scaled from a topographic map and have
 CR0121.an estimated accuracy of +/- 6 seconds.
 CR0121
 CR0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0121.The vertical order pertains to the NGVD 29 superseded value.
 CR0121
 CR0121.The geoid height was determined by GEOID03.
 CR0121
 CR0121;                    North         East    Units  Estimated Accuracy
 CR0121;SPC TXNC     - 2,071,880.      980,530.      MT  (+/- 180 meters Scaled)
 CR0121
 CR0121                          SUPERSEDED SURVEY CONTROL
 CR0121
 CR0121  NGVD 29 (??/??/92)   94.694  (m)          310.68   (f) ADJ UNCH    ?  
 CR0121
 CR0121.Superseded values are not recommended for survey control.
 CR0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0121.See file dsdata.txt to determine how the superseded data were derived.
 CR0121
 CR0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR623689(NAD 83)
 CR0121_MARKER: Z = SEE DESCRIPTION
 CR0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0121_SP_SET: RAIL
 CR0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0121
 CR0121  HISTORY     - Date     Condition        Report By
 CR0121  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0121  HISTORY     - 1934     GOOD             NGS
 CR0121  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0121
 CR0121                          STATION DESCRIPTION
 CR0121
 CR0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0121'0.4 MI NW FROM BECKVILLE.
 CR0121'0.4 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0121'BECKVILLE, PANOLA COUNTY, AND NEAR MILEPOST 182.  THE TOP OF A
 CR0121'VERTICAL RAIL.
 CR0121
 CR0121                          STATION RECOVERY (1998)
 CR0121
 CR0121'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0360 ***********************************************************************
 EM0360  DESIGNATION -  182.06
 EM0360  PID         -  EM0360
 EM0360  STATE/COUNTY-  TX/HARDEMAN
 EM0360  USGS QUAD   -  CHILLICOTHE (1984)
 EM0360
 EM0360                         *CURRENT SURVEY CONTROL
 EM0360  ___________________________________________________________________
 EM0360* NAD 83(1986)-  34 16 07.     (N)    099 34 23.     (W)     SCALED    
 EM0360* NAVD 88     -       433.555  (meters)    1422.42   (feet)  ADJUSTED  
 EM0360  ___________________________________________________________________
 EM0360  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0360  DYNAMIC HT  -         433.066 (meters)    1420.82  (feet)  COMP
 EM0360  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 EM0360
 EM0360  VERT ORDER  -  FIRST     CLASS II
 EM0360
 EM0360.The horizontal coordinates were scaled from a topographic map and have
 EM0360.an estimated accuracy of +/- 6 seconds.
 EM0360
 EM0360.The orthometric height was determined by differential leveling
 EM0360.and adjusted by the National Geodetic Survey in June 1991..
 EM0360
 EM0360.The geoid height was determined by GEOID03.
 EM0360
 EM0360.The dynamic height is computed by dividing the NAVD 88
 EM0360.geopotential number by the normal gravity value computed on the
 EM0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0360.degrees latitude (g = 980.6199 gals.).
 EM0360
 EM0360.The modeled gravity was interpolated from observed gravity values.
 EM0360
 EM0360;                    North         East    Units  Estimated Accuracy
 EM0360;SPC TXNC     - 2,289,060.      501,170.      MT  (+/- 180 meters Scaled)
 EM0360
 EM0360                          SUPERSEDED SURVEY CONTROL
 EM0360
 EM0360  NGVD 29 (??/??/92)  433.394  (m)         1421.89   (f) ADJ UNCH    1 2
 EM0360
 EM0360.Superseded values are not recommended for survey control.
 EM0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0360.See file dsdata.txt to determine how the superseded data were derived.
 EM0360
 EM0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC472920(NAD 83)
 EM0360_MARKER: Q = CHISELED SQUARE
 EM0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0360_SP_SET: BRIDGE
 EM0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0360
 EM0360  HISTORY     - Date     Condition        Report By
 EM0360  HISTORY     - UNK      MONUMENTED       CGS
 EM0360  HISTORY     - 1933     GOOD             NGS
 EM0360  HISTORY     - 1958     GOOD             NGS
 EM0360
 EM0360                          STATION DESCRIPTION
 EM0360
 EM0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0360'3.3 MI NW FROM CHILLICOTHE.
 EM0360'3.3 MILES NORTHWEST OF AT BRIDGE, 182.06, NORTHEAST CORNER EAST
 EM0360'HEADWALL.
 EM0360
 EM0360                          STATION RECOVERY (1958)
 EM0360
 EM0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0361 ***********************************************************************
 EM0361  DESIGNATION -  182.71
 EM0361  PID         -  EM0361
 EM0361  STATE/COUNTY-  TX/HARDEMAN
 EM0361  USGS QUAD   -  CHILLICOTHE (1984)
 EM0361
 EM0361                         *CURRENT SURVEY CONTROL
 EM0361  ___________________________________________________________________
 EM0361* NAD 83(1986)-  34 16 16.     (N)    099 35 03.     (W)     SCALED    
 EM0361* NAVD 88     -       437.636  (meters)    1435.81   (feet)  ADJUSTED  
 EM0361  ___________________________________________________________________
 EM0361  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0361  DYNAMIC HT  -         437.143 (meters)    1434.19  (feet)  COMP
 EM0361  MODELED GRAV-     979,495.4   (mgal)                       NAVD 88
 EM0361
 EM0361  VERT ORDER  -  FIRST     CLASS II
 EM0361
 EM0361.The horizontal coordinates were scaled from a topographic map and have
 EM0361.an estimated accuracy of +/- 6 seconds.
 EM0361
 EM0361.The orthometric height was determined by differential leveling
 EM0361.and adjusted by the National Geodetic Survey in June 1991..
 EM0361
 EM0361.The geoid height was determined by GEOID03.
 EM0361
 EM0361.The dynamic height is computed by dividing the NAVD 88
 EM0361.geopotential number by the normal gravity value computed on the
 EM0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0361.degrees latitude (g = 980.6199 gals.).
 EM0361
 EM0361.The modeled gravity was interpolated from observed gravity values.
 EM0361
 EM0361;                    North         East    Units  Estimated Accuracy
 EM0361;SPC TXNC     - 2,289,350.      500,150.      MT  (+/- 180 meters Scaled)
 EM0361
 EM0361                          SUPERSEDED SURVEY CONTROL
 EM0361
 EM0361  NGVD 29 (??/??/92)  437.474  (m)         1435.28   (f) ADJ UNCH    1 2
 EM0361
 EM0361.Superseded values are not recommended for survey control.
 EM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0361.See file dsdata.txt to determine how the superseded data were derived.
 EM0361
 EM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC462923(NAD 83)
 EM0361_MARKER: Q = CHISELED SQUARE
 EM0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0361_SP_SET: BRIDGE
 EM0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0361
 EM0361  HISTORY     - Date     Condition        Report By
 EM0361  HISTORY     - UNK      MONUMENTED       CGS
 EM0361  HISTORY     - 1933     GOOD             NGS
 EM0361  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0361
 EM0361                          STATION DESCRIPTION
 EM0361
 EM0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0361'4.0 MI NW FROM CHILLICOTHE.
 EM0361'4.0 MILES NORTHWEST OF AT BRIDGE 188.71, SOUTHWEST CORNER WEST
 EM0361'HEADWALL.
 EM0361
 EM0361                          STATION RECOVERY (1958)
 EM0361
 EM0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0122 ***********************************************************************
 CR0122  DESIGNATION -  183
 CR0122  PID         -  CR0122
 CR0122  STATE/COUNTY-  TX/PANOLA
 CR0122  USGS QUAD   -  HARRIS CHAPEL (1983)
 CR0122
 CR0122                         *CURRENT SURVEY CONTROL
 CR0122  ___________________________________________________________________
 CR0122* NAD 83(1986)-  32 15 54.     (N)    094 27 40.     (W)     SCALED    
 CR0122* NAVD 88     -        90.78   (+/-2cm)     297.8    (feet)  VERTCON   
 CR0122  ___________________________________________________________________
 CR0122  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CR0122
 CR0122  VERT ORDER  -  ? (See Below)
 CR0122
 CR0122.The horizontal coordinates were scaled from a topographic map and have
 CR0122.an estimated accuracy of +/- 6 seconds.
 CR0122
 CR0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0122.The vertical order pertains to the NGVD 29 superseded value.
 CR0122
 CR0122.The geoid height was determined by GEOID03.
 CR0122
 CR0122;                    North         East    Units  Estimated Accuracy
 CR0122;SPC TXNC     - 2,073,670.      980,440.      MT  (+/- 180 meters Scaled)
 CR0122
 CR0122                          SUPERSEDED SURVEY CONTROL
 CR0122
 CR0122  NGVD 29 (??/??/92)   90.808  (m)          297.93   (f) ADJ UNCH    ?  
 CR0122
 CR0122.Superseded values are not recommended for survey control.
 CR0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0122.See file dsdata.txt to determine how the superseded data were derived.
 CR0122
 CR0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR623707(NAD 83)
 CR0122_MARKER: Z = SEE DESCRIPTION
 CR0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0122_SP_SET: RAIL
 CR0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0122
 CR0122  HISTORY     - Date     Condition        Report By
 CR0122  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0122  HISTORY     - 1934     GOOD             NGS
 CR0122  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0122
 CR0122                          STATION DESCRIPTION
 CR0122
 CR0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0122'1.4 MI NW FROM BECKVILLE.
 CR0122'1.4 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0122'BECKVILLE, PANOLA COUNTY, AND NEAR MILEPOST 183.  THE TOP OF A
 CR0122'VERTICAL RAIL.
 CR0122
 CR0122                          STATION RECOVERY (1998)
 CR0122
 CR0122'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0707 ***********************************************************************
 CA0707  DESIGNATION -  1832.65
 CA0707  PID         -  CA0707
 CA0707  STATE/COUNTY-  TX/COLEMAN
 CA0707  USGS QUAD   -  VALERA (1967)
 CA0707
 CA0707                         *CURRENT SURVEY CONTROL
 CA0707  ___________________________________________________________________
 CA0707* NAD 83(1986)-  31 45 12.     (N)    099 34 04.     (W)     SCALED    
 CA0707* NAVD 88     -       558.894  (meters)    1833.64   (feet)  ADJUSTED  
 CA0707  ___________________________________________________________________
 CA0707  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CA0707  DYNAMIC HT  -         558.149 (meters)    1831.19  (feet)  COMP
 CA0707  MODELED GRAV-     979,289.7   (mgal)                       NAVD 88
 CA0707
 CA0707  VERT ORDER  -  SECOND    CLASS 0
 CA0707
 CA0707.The horizontal coordinates were scaled from a topographic map and have
 CA0707.an estimated accuracy of +/- 6 seconds.
 CA0707
 CA0707.The orthometric height was determined by differential leveling
 CA0707.and adjusted by the National Geodetic Survey in June 1991..
 CA0707
 CA0707.The geoid height was determined by GEOID03.
 CA0707
 CA0707.The dynamic height is computed by dividing the NAVD 88
 CA0707.geopotential number by the normal gravity value computed on the
 CA0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0707.degrees latitude (g = 980.6199 gals.).
 CA0707
 CA0707.The modeled gravity was interpolated from observed gravity values.
 CA0707
 CA0707;                    North         East    Units  Estimated Accuracy
 CA0707;SPC TX C     - 3,231,580.      772,530.      MT  (+/- 180 meters Scaled)
 CA0707
 CA0707                          SUPERSEDED SURVEY CONTROL
 CA0707
 CA0707  NGVD 29 (??/??/92)  558.770  (m)         1833.23   (f) ADJ UNCH    2 0
 CA0707
 CA0707.Superseded values are not recommended for survey control.
 CA0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0707.See file dsdata.txt to determine how the superseded data were derived.
 CA0707
 CA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA462132(NAD 83)
 CA0707_MARKER: Z = SEE DESCRIPTION
 CA0707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0707_SP_SET: RAIL
 CA0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0707
 CA0707  HISTORY     - Date     Condition        Report By
 CA0707  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0707  HISTORY     - 1935     GOOD             NGS
 CA0707
 CA0707                          STATION DESCRIPTION
 CA0707
 CA0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0707'1.1 MI W FROM VALERA.
 CA0707'1.1 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0707'STATION AT VALERA, COLEMAN COUNTY, AT MILE ZONE 12+2680, AT STATION
 CA0707'660+40, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST
 CA0707'POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0689 ***********************************************************************
 CA0689  DESIGNATION -  1833.94
 CA0689  PID         -  CA0689
 CA0689  STATE/COUNTY-  TX/RUNNELS
 CA0689  USGS QUAD   -  BENOIT (1967)
 CA0689
 CA0689                         *CURRENT SURVEY CONTROL
 CA0689  ___________________________________________________________________
 CA0689* NAD 83(1986)-  31 47 14.     (N)    099 45 36.     (W)     SCALED    
 CA0689* NAVD 88     -       559.273  (meters)    1834.88   (feet)  ADJUSTED  
 CA0689  ___________________________________________________________________
 CA0689  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CA0689  DYNAMIC HT  -         558.528 (meters)    1832.44  (feet)  COMP
 CA0689  MODELED GRAV-     979,291.0   (mgal)                       NAVD 88
 CA0689
 CA0689  VERT ORDER  -  SECOND    CLASS 0
 CA0689
 CA0689.The horizontal coordinates were scaled from a topographic map and have
 CA0689.an estimated accuracy of +/- 6 seconds.
 CA0689
 CA0689.The orthometric height was determined by differential leveling
 CA0689.and adjusted by the National Geodetic Survey in June 1991..
 CA0689
 CA0689.The geoid height was determined by GEOID03.
 CA0689
 CA0689.The dynamic height is computed by dividing the NAVD 88
 CA0689.geopotential number by the normal gravity value computed on the
 CA0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0689.degrees latitude (g = 980.6199 gals.).
 CA0689
 CA0689.The modeled gravity was interpolated from observed gravity values.
 CA0689
 CA0689;                    North         East    Units  Estimated Accuracy
 CA0689;SPC TX C     - 3,235,220.      754,300.      MT  (+/- 180 meters Scaled)
 CA0689
 CA0689                          SUPERSEDED SURVEY CONTROL
 CA0689
 CA0689  NGVD 29 (??/??/92)  559.147  (m)         1834.47   (f) ADJ UNCH    2 0
 CA0689
 CA0689.Superseded values are not recommended for survey control.
 CA0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0689.See file dsdata.txt to determine how the superseded data were derived.
 CA0689
 CA0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA280171(NAD 83)
 CA0689_MARKER: Z = SEE DESCRIPTION
 CA0689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0689_SP_SET: RAIL
 CA0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0689
 CA0689  HISTORY     - Date     Condition        Report By
 CA0689  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0689  HISTORY     - 1935     GOOD             NGS
 CA0689
 CA0689                          STATION DESCRIPTION
 CA0689
 CA0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0689'2.9 MI W FROM TALPA.
 CA0689'IN RUNNELS COUNTY, 2.9 MILES WEST ALONGTHE GULF, COLORADO AND SANTA FE
 CA0689'RAILWAY FROM THE STATION AT TALPA, COLEMAN COUNTY, AT MILE ZONE
 CA0689'24+0666, AT STATION 1273+86, AND 48 FEET NORTH OF THE CENTERLINE OF
 CA0689'THE TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1871 ***********************************************************************
 BK1871  DESIGNATION -  183.47 ATSFRR
 BK1871  PID         -  BK1871
 BK1871  STATE/COUNTY-  TX/JASPER
 BK1871  USGS QUAD   -  ROGANVILLE (1984)
 BK1871
 BK1871                         *CURRENT SURVEY CONTROL
 BK1871  ___________________________________________________________________
 BK1871* NAD 83(1986)-  30 47 36.     (N)    093 54 06.     (W)     SCALED    
 BK1871* NAVD 88     -        56.26   (+/-2cm)     184.6    (feet)  VERTCON   
 BK1871  ___________________________________________________________________
 BK1871  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BK1871
 BK1871  VERT ORDER  -  ? (See Below)
 BK1871
 BK1871.The horizontal coordinates were scaled from a topographic map and have
 BK1871.an estimated accuracy of +/- 6 seconds.
 BK1871
 BK1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1871.The vertical order pertains to the NGVD 29 superseded value.
 BK1871
 BK1871.The geoid height was determined by GEOID03.
 BK1871
 BK1871;                    North         East    Units  Estimated Accuracy
 BK1871;SPC TX C     - 3,142,690.    1,315,160.      MT  (+/- 180 meters Scaled)
 BK1871
 BK1871                          SUPERSEDED SURVEY CONTROL
 BK1871
 BK1871  NGVD 29 (??/??/??)   56.260  (m)          184.58   (f) ADJUSTED    ?  
 BK1871
 BK1871.Superseded values are not recommended for survey control.
 BK1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1871.See file dsdata.txt to determine how the superseded data were derived.
 BK1871
 BK1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ137070(NAD 83)
 BK1871_MARKER: Z = SEE DESCRIPTION
 BK1871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1871_SP_SET: RAIL
 BK1871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1871
 BK1871  HISTORY     - Date     Condition        Report By
 BK1871  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1871  HISTORY     - 1932     GOOD             CGS
 BK1871  HISTORY     - 1934     GOOD             CGS
 BK1871
 BK1871                          STATION DESCRIPTION
 BK1871
 BK1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1871'0.5 MI S FROM ROGANVILLE.
 BK1871'0.5 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1871'STATION AT ROGANVILLE, JASPER COUNTY, 75 FEET SOUTHWEST OF MILE RAIL
 BK1871'62, 40 FEET WEST OF THE TRACK, AND 5 FEET SOUTHWEST OF MILE POLE 62.
 BK1871'THE TOP OF A VERTICAL RAIL PROJECTING 1 FOOT ABOVE GROUND.
 BK1871
 BK1871                          STATION RECOVERY (1934)
 BK1871
 BK1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0127 ***********************************************************************
 CB0127  DESIGNATION -  1838.6
 CB0127  PID         -  CB0127
 CB0127  STATE/COUNTY-  TX/TOM GREEN
 CB0127  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0127
 CB0127                         *CURRENT SURVEY CONTROL
 CB0127  ___________________________________________________________________
 CB0127* NAD 83(1986)-  31 27 29.     (N)    100 26 04.     (W)     SCALED    
 CB0127* NAVD 88     -       560.451  (meters)    1838.75   (feet)  ADJUSTED  
 CB0127  ___________________________________________________________________
 CB0127  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CB0127  DYNAMIC HT  -         559.685 (meters)    1836.23  (feet)  COMP
 CB0127  MODELED GRAV-     979,256.2   (mgal)                       NAVD 88
 CB0127
 CB0127  VERT ORDER  -  FIRST     CLASS II
 CB0127
 CB0127.The horizontal coordinates were scaled from a topographic map and have
 CB0127.an estimated accuracy of +/- 6 seconds.
 CB0127
 CB0127.The orthometric height was determined by differential leveling
 CB0127.and adjusted by the National Geodetic Survey in June 1991..
 CB0127
 CB0127.The geoid height was determined by GEOID03.
 CB0127
 CB0127.The dynamic height is computed by dividing the NAVD 88
 CB0127.geopotential number by the normal gravity value computed on the
 CB0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0127.degrees latitude (g = 980.6199 gals.).
 CB0127
 CB0127.The modeled gravity was interpolated from observed gravity values.
 CB0127
 CB0127;                    North         East    Units  Estimated Accuracy
 CB0127;SPC TX C     - 3,198,590.      690,390.      MT  (+/- 180 meters Scaled)
 CB0127
 CB0127                          SUPERSEDED SURVEY CONTROL
 CB0127
 CB0127  NGVD 29 (??/??/92)  560.291  (m)         1838.22   (f) ADJ UNCH    1 2
 CB0127
 CB0127.Superseded values are not recommended for survey control.
 CB0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0127.See file dsdata.txt to determine how the superseded data were derived.
 CB0127
 CB0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV637812(NAD 83)
 CB0127_MARKER: Q = CHISELED SQUARE
 CB0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0127_SP_SET: SIDEWALK
 CB0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0127
 CB0127  HISTORY     - Date     Condition        Report By
 CB0127  HISTORY     - UNK      MONUMENTED       USGS
 CB0127  HISTORY     - 1934     GOOD             NGS
 CB0127  HISTORY     - 1935     GOOD             NGS
 CB0127  HISTORY     - 20031127 MARK NOT FOUND   USPSQD
 CB0127
 CB0127                          STATION DESCRIPTION
 CB0127
 CB0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0127'IN SAN ANGELO.
 CB0127'AT SAN ANGELO, TOM GREEN COUNTY, AT THE CHADBURN AVENUE BRIDGE OVER
 CB0127'CONCHO RIVER, AT THE MIDDLE OF THE BRIDGE, AND ON THE SIDEWALK ALONG
 CB0127'THE EAST SIDE.  A CHISELED SQUARE.
 CB0127
 CB0127                          STATION RECOVERY (1935)
 CB0127
 CB0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0127'RECOVERED IN GOOD CONDITION.
 CB0127
 CB0127                          STATION RECOVERY (2003)
 CB0127
 CB0127'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0123 ***********************************************************************
 CR0123  DESIGNATION -  184
 CR0123  PID         -  CR0123
 CR0123  STATE/COUNTY-  TX/PANOLA
 CR0123  USGS QUAD   -  HARRIS CHAPEL (1983)
 CR0123
 CR0123                         *CURRENT SURVEY CONTROL
 CR0123  ___________________________________________________________________
 CR0123* NAD 83(1986)-  32 16 41.     (N)    094 27 48.     (W)     SCALED    
 CR0123* NAVD 88     -        83.92   (+/-2cm)     275.3    (feet)  VERTCON   
 CR0123  ___________________________________________________________________
 CR0123  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CR0123
 CR0123  VERT ORDER  -  ? (See Below)
 CR0123
 CR0123.The horizontal coordinates were scaled from a topographic map and have
 CR0123.an estimated accuracy of +/- 6 seconds.
 CR0123
 CR0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0123.The vertical order pertains to the NGVD 29 superseded value.
 CR0123
 CR0123.The geoid height was determined by GEOID03.
 CR0123
 CR0123;                    North         East    Units  Estimated Accuracy
 CR0123;SPC TXNC     - 2,075,100.      980,170.      MT  (+/- 180 meters Scaled)
 CR0123
 CR0123                          SUPERSEDED SURVEY CONTROL
 CR0123
 CR0123  NGVD 29 (??/??/92)   83.957  (m)          275.45   (f) ADJ UNCH    ?  
 CR0123
 CR0123.Superseded values are not recommended for survey control.
 CR0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0123.See file dsdata.txt to determine how the superseded data were derived.
 CR0123
 CR0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR621721(NAD 83)
 CR0123_MARKER: Z = SEE DESCRIPTION
 CR0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0123_SP_SET: RAIL
 CR0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0123
 CR0123  HISTORY     - Date     Condition        Report By
 CR0123  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0123  HISTORY     - 1934     GOOD             NGS
 CR0123  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0123
 CR0123                          STATION DESCRIPTION
 CR0123
 CR0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0123'2.4 MI NW FROM BECKVILLE.
 CR0123'2.4 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0123'BECKVILLE, PANOLA COUNTY, AND NEAR MILEPOST 184.  THE TOP OF A
 CR0123'VERTICAL RAIL.
 CR0123
 CR0123                          STATION RECOVERY (1998)
 CR0123
 CR0123'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0363 ***********************************************************************
 EM0363  DESIGNATION -  184.07
 EM0363  PID         -  EM0363
 EM0363  STATE/COUNTY-  TX/HARDEMAN
 EM0363  USGS QUAD   -  CHILLICOTHE (1984)
 EM0363
 EM0363                         *CURRENT SURVEY CONTROL
 EM0363  ___________________________________________________________________
 EM0363* NAD 83(1986)-  34 16 29.     (N)    099 36 21.     (W)     SCALED    
 EM0363* NAVD 88     -       446.735  (meters)    1465.66   (feet)  ADJUSTED  
 EM0363  ___________________________________________________________________
 EM0363  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 EM0363  DYNAMIC HT  -         446.231 (meters)    1464.01  (feet)  COMP
 EM0363  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 EM0363
 EM0363  VERT ORDER  -  FIRST     CLASS II
 EM0363
 EM0363.The horizontal coordinates were scaled from a topographic map and have
 EM0363.an estimated accuracy of +/- 6 seconds.
 EM0363
 EM0363.The orthometric height was determined by differential leveling
 EM0363.and adjusted by the National Geodetic Survey in June 1991..
 EM0363
 EM0363.The geoid height was determined by GEOID03.
 EM0363
 EM0363.The dynamic height is computed by dividing the NAVD 88
 EM0363.geopotential number by the normal gravity value computed on the
 EM0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0363.degrees latitude (g = 980.6199 gals.).
 EM0363
 EM0363.The modeled gravity was interpolated from observed gravity values.
 EM0363
 EM0363;                    North         East    Units  Estimated Accuracy
 EM0363;SPC TXNC     - 2,289,770.      498,160.      MT  (+/- 180 meters Scaled)
 EM0363
 EM0363                          SUPERSEDED SURVEY CONTROL
 EM0363
 EM0363  NGVD 29 (??/??/92)  446.568  (m)         1465.12   (f) ADJ UNCH    1 2
 EM0363
 EM0363.Superseded values are not recommended for survey control.
 EM0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0363.See file dsdata.txt to determine how the superseded data were derived.
 EM0363
 EM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC442927(NAD 83)
 EM0363_MARKER: Q = CHISELED SQUARE
 EM0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0363_SP_SET: BRIDGE
 EM0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0363
 EM0363  HISTORY     - Date     Condition        Report By
 EM0363  HISTORY     - UNK      MONUMENTED       CGS
 EM0363  HISTORY     - 1933     GOOD             NGS
 EM0363  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0363
 EM0363                          STATION DESCRIPTION
 EM0363
 EM0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0363'5.3 MI NW FROM CHILLICOTHE.
 EM0363'5.3 MILES NORTHWEST OF AT BRIDGE 184.07, NORTHEAST CORNER EAST OF
 EM0363'HEADWALL.
 EM0363
 EM0363                          STATION RECOVERY (1958)
 EM0363
 EM0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0132 ***********************************************************************
 CB0132  DESIGNATION -  1844.134
 CB0132  PID         -  CB0132
 CB0132  STATE/COUNTY-  TX/TOM GREEN
 CB0132  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0132
 CB0132                         *CURRENT SURVEY CONTROL
 CB0132  ___________________________________________________________________
 CB0132* NAD 83(1986)-  31 27 31.     (N)    100 26 56.     (W)     SCALED    
 CB0132* NAVD 88     -       562.234  (meters)    1844.60   (feet)  ADJUSTED  
 CB0132  ___________________________________________________________________
 CB0132  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CB0132  DYNAMIC HT  -         561.466 (meters)    1842.08  (feet)  COMP
 CB0132  MODELED GRAV-     979,256.5   (mgal)                       NAVD 88
 CB0132
 CB0132  VERT ORDER  -  FIRST     CLASS II
 CB0132
 CB0132.The horizontal coordinates were scaled from a topographic map and have
 CB0132.an estimated accuracy of +/- 6 seconds.
 CB0132
 CB0132.The orthometric height was determined by differential leveling
 CB0132.and adjusted by the National Geodetic Survey in June 1991..
 CB0132.WARNING-Repeat measurements at this control monument indicate possible
 CB0132.vertical movement.
 CB0132
 CB0132.The geoid height was determined by GEOID03.
 CB0132
 CB0132.The dynamic height is computed by dividing the NAVD 88
 CB0132.geopotential number by the normal gravity value computed on the
 CB0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0132.degrees latitude (g = 980.6199 gals.).
 CB0132
 CB0132.The modeled gravity was interpolated from observed gravity values.
 CB0132
 CB0132;                    North         East    Units  Estimated Accuracy
 CB0132;SPC TX C     - 3,198,660.      689,020.      MT  (+/- 180 meters Scaled)
 CB0132
 CB0132                          SUPERSEDED SURVEY CONTROL
 CB0132
 CB0132  NGVD 29 (??/??/92)  562.057  (m)         1844.02   (f) ADJ UNCH    1 2
 CB0132
 CB0132.Superseded values are not recommended for survey control.
 CB0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0132.See file dsdata.txt to determine how the superseded data were derived.
 CB0132
 CB0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV623813(NAD 83)
 CB0132_MARKER: DD = SURVEY DISK
 CB0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0132_SP_SET: BALUSTRADE
 CB0132_STAMPING: 1844.015
 CB0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0132+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 CB0132
 CB0132  HISTORY     - Date     Condition        Report By
 CB0132  HISTORY     - UNK      MONUMENTED       USGS
 CB0132  HISTORY     - 1933     GOOD             NGS
 CB0132  HISTORY     - 1935     GOOD             NGS
 CB0132  HISTORY     - 20031127 GOOD             USPSQD
 CB0132
 CB0132                          STATION DESCRIPTION
 CB0132
 CB0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0132'IN SAN ANGELO.
 CB0132'AT SAN ANGELO, TOM GREEN COUNTY, 0.7 MILE WEST OF THE COURTHOUSE, AT
 CB0132'THE PAT MURPHY BRIDGE, NEAR THE MIDDLE OF THE BRIDGE, AND IN THE TOP
 CB0132'OF THE BALUSTRADE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 CB0132'STAMPED 1844.015 AND SET VERTICALLY.
 CB0132
 CB0132                          STATION RECOVERY (1935)
 CB0132
 CB0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0132'RECOVERED IN GOOD CONDITION.
 CB0132
 CB0132                          STATION RECOVERY (2003)
 CB0132
 CB0132'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0125 ***********************************************************************
 CR0125  DESIGNATION -  185
 CR0125  PID         -  CR0125
 CR0125  STATE/COUNTY-  TX/PANOLA
 CR0125  USGS QUAD   -  HARRIS CHAPEL (1983)
 CR0125
 CR0125                         *CURRENT SURVEY CONTROL
 CR0125  ___________________________________________________________________
 CR0125* NAD 83(1986)-  32 17 14.     (N)    094 28 41.     (W)     SCALED    
 CR0125* NAVD 88     -        77.90   (+/-2cm)     255.6    (feet)  VERTCON   
 CR0125  ___________________________________________________________________
 CR0125  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CR0125
 CR0125  VERT ORDER  -  ? (See Below)
 CR0125
 CR0125.The horizontal coordinates were scaled from a topographic map and have
 CR0125.an estimated accuracy of +/- 6 seconds.
 CR0125
 CR0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0125.The vertical order pertains to the NGVD 29 superseded value.
 CR0125
 CR0125.The geoid height was determined by GEOID03.
 CR0125
 CR0125;                    North         East    Units  Estimated Accuracy
 CR0125;SPC TXNC     - 2,076,070.      978,750.      MT  (+/- 180 meters Scaled)
 CR0125
 CR0125                          SUPERSEDED SURVEY CONTROL
 CR0125
 CR0125  NGVD 29 (??/??/92)   77.929  (m)          255.67   (f) ADJ UNCH    ?  
 CR0125
 CR0125.Superseded values are not recommended for survey control.
 CR0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0125.See file dsdata.txt to determine how the superseded data were derived.
 CR0125
 CR0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR608732(NAD 83)
 CR0125_MARKER: Z = SEE DESCRIPTION
 CR0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0125_SP_SET: RAIL
 CR0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0125
 CR0125  HISTORY     - Date     Condition        Report By
 CR0125  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0125  HISTORY     - 1934     GOOD             NGS
 CR0125  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0125
 CR0125                          STATION DESCRIPTION
 CR0125
 CR0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0125'3.4 MI NW FROM BECKVILLE.
 CR0125'3.4 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0125'BECKVILLE, PANOLA COUNTY, AND NEAR MILEPOST 185.  THE TOP OF A
 CR0125'VERTICAL RAIL.
 CR0125
 CR0125                          STATION RECOVERY (1998)
 CR0125
 CR0125'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1873 ***********************************************************************
 BK1873  DESIGNATION -  185.15 ATSFRR
 BK1873  PID         -  BK1873
 BK1873  STATE/COUNTY-  TX/JASPER
 BK1873  USGS QUAD   -  ROGANVILLE (1984)
 BK1873
 BK1873                         *CURRENT SURVEY CONTROL
 BK1873  ___________________________________________________________________
 BK1873* NAD 83(1986)-  30 49 16.     (N)    093 54 34.     (W)     SCALED    
 BK1873* NAVD 88     -        56.72   (+/-2cm)     186.1    (feet)  VERTCON   
 BK1873  ___________________________________________________________________
 BK1873  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BK1873
 BK1873  VERT ORDER  -  ? (See Below)
 BK1873
 BK1873.The horizontal coordinates were scaled from a topographic map and have
 BK1873.an estimated accuracy of +/- 6 seconds.
 BK1873
 BK1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1873.The vertical order pertains to the NGVD 29 superseded value.
 BK1873
 BK1873.The geoid height was determined by GEOID03.
 BK1873
 BK1873;                    North         East    Units  Estimated Accuracy
 BK1873;SPC TX C     - 3,145,720.    1,314,240.      MT  (+/- 180 meters Scaled)
 BK1873
 BK1873                          SUPERSEDED SURVEY CONTROL
 BK1873
 BK1873  NGVD 29 (??/??/??)   56.719  (m)          186.09   (f) ADJUSTED    ?  
 BK1873
 BK1873.Superseded values are not recommended for survey control.
 BK1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1873.See file dsdata.txt to determine how the superseded data were derived.
 BK1873
 BK1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ130101(NAD 83)
 BK1873_MARKER: Z = SEE DESCRIPTION
 BK1873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1873_SP_SET: RAIL
 BK1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1873
 BK1873  HISTORY     - Date     Condition        Report By
 BK1873  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1873  HISTORY     - 1932     GOOD             CGS
 BK1873  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1873
 BK1873                          STATION DESCRIPTION
 BK1873
 BK1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1873'1.5 MI N FROM ROGANVILLE.
 BK1873'1.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1873'STATION AT ROGANVILLE, JASPER COUNTY, 80 FEET NORTHWEST OF MILE RAIL
 BK1873'64, 30 FEET WEST OF THE TRACK, AND 3 FEET NORTHWEST OF MILE POLE 64.
 BK1873'THE TOP OF A VERTICAL RAIL PROJECTING 1 FOOT ABOVE GROUND. NOTE--
 BK1873'ROADS IMPASSABLE.
 BK1873
 BK1873                          STATION RECOVERY (1934)
 BK1873
 BK1873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0021 ***********************************************************************
 AZ0021  DESIGNATION -  1857.1
 AZ0021  PID         -  AZ0021
 AZ0021  STATE/COUNTY-  TX/EDWARDS
 AZ0021  USGS QUAD   -  HACKBERRY (1971)
 AZ0021
 AZ0021                         *CURRENT SURVEY CONTROL
 AZ0021  ___________________________________________________________________
 AZ0021* NAD 83(1986)-  29 52 55.     (N)    100 05 31.     (W)     SCALED    
 AZ0021* NAVD 88     -       596.474  (meters)    1956.93   (feet)  ADJUSTED  
 AZ0021  ___________________________________________________________________
 AZ0021  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 AZ0021  DYNAMIC HT  -         595.586 (meters)    1954.02  (feet)  COMP
 AZ0021  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 AZ0021
 AZ0021  VERT ORDER  -  SECOND    CLASS 0
 AZ0021
 AZ0021.The horizontal coordinates were scaled from a topographic map and have
 AZ0021.an estimated accuracy of +/- 6 seconds.
 AZ0021
 AZ0021.The orthometric height was determined by differential leveling
 AZ0021.and adjusted by the National Geodetic Survey in June 1991..
 AZ0021
 AZ0021.The geoid height was determined by GEOID03.
 AZ0021
 AZ0021.The dynamic height is computed by dividing the NAVD 88
 AZ0021.geopotential number by the normal gravity value computed on the
 AZ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0021.degrees latitude (g = 980.6199 gals.).
 AZ0021
 AZ0021.The modeled gravity was interpolated from observed gravity values.
 AZ0021
 AZ0021;                    North         East    Units  Estimated Accuracy
 AZ0021;SPC TXSC     - 4,227,540.      494,530.      MT  (+/- 180 meters Scaled)
 AZ0021
 AZ0021                          SUPERSEDED SURVEY CONTROL
 AZ0021
 AZ0021  NGVD 29 (??/??/92)  596.401  (m)         1956.69   (f) ADJ UNCH    2 0
 AZ0021
 AZ0021.Superseded values are not recommended for survey control.
 AZ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0021.See file dsdata.txt to determine how the superseded data were derived.
 AZ0021
 AZ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU945062(NAD 83)
 AZ0021_MARKER: N = NAIL
 AZ0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0021_SP_SET: ROOT
 AZ0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0021
 AZ0021  HISTORY     - Date     Condition        Report By
 AZ0021  HISTORY     - UNK      MONUMENTED       USGS
 AZ0021  HISTORY     - 1939     GOOD             NGS
 AZ0021
 AZ0021                          STATION DESCRIPTION
 AZ0021
 AZ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 AZ0021'13.1 MI SE FROM ROCKSPRINGS.
 AZ0021'13.1 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0021'AT ROCKSPRINGS, EDWARDS COUNTY, AND IN THE ROOT OF A WATER-OAK TREE,
 AZ0021'PAINTED U S 1857.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0127 ***********************************************************************
 CR0127  DESIGNATION -  186
 CR0127  PID         -  CR0127
 CR0127  STATE/COUNTY-  TX/PANOLA
 CR0127  USGS QUAD   -  HARRIS CHAPEL (1983)
 CR0127
 CR0127                         *CURRENT SURVEY CONTROL
 CR0127  ___________________________________________________________________
 CR0127* NAD 83(1986)-  32 17 40.     (N)    094 29 23.     (W)     SCALED    
 CR0127* NAVD 88     -        79.78   (+/-2cm)     261.7    (feet)  VERTCON   
 CR0127  ___________________________________________________________________
 CR0127  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0127
 CR0127  VERT ORDER  -  ? (See Below)
 CR0127
 CR0127.The horizontal coordinates were scaled from a topographic map and have
 CR0127.an estimated accuracy of +/- 6 seconds.
 CR0127
 CR0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0127.The vertical order pertains to the NGVD 29 superseded value.
 CR0127
 CR0127.The geoid height was determined by GEOID03.
 CR0127
 CR0127;                    North         East    Units  Estimated Accuracy
 CR0127;SPC TXNC     - 2,076,820.      977,620.      MT  (+/- 180 meters Scaled)
 CR0127
 CR0127                          SUPERSEDED SURVEY CONTROL
 CR0127
 CR0127  NGVD 29 (??/??/92)   79.814  (m)          261.86   (f) ADJ UNCH    ?  
 CR0127
 CR0127.Superseded values are not recommended for survey control.
 CR0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0127.See file dsdata.txt to determine how the superseded data were derived.
 CR0127
 CR0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR597740(NAD 83)
 CR0127_MARKER: Z = SEE DESCRIPTION
 CR0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0127_SP_SET: RAIL
 CR0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0127
 CR0127  HISTORY     - Date     Condition        Report By
 CR0127  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0127  HISTORY     - 1934     GOOD             NGS
 CR0127  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0127
 CR0127                          STATION DESCRIPTION
 CR0127
 CR0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0127'2.0 MI SE FROM TATUM.
 CR0127'IN PANOLA COUNTY, 2.0 MILES SOUTHEAST ALONG THE GULF, COLORADO AND
 CR0127'SANTA FE RAILWAY FROM TATUM, RUSK COUNTY, AND NEAR MILEPOST 186.  THE
 CR0127'TOP OF A VERTICAL RAIL.
 CR0127
 CR0127                          STATION RECOVERY (1998)
 CR0127
 CR0127'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0690 ***********************************************************************
 CA0690  DESIGNATION -  1860.87
 CA0690  PID         -  CA0690
 CA0690  STATE/COUNTY-  TX/RUNNELS
 CA0690  USGS QUAD   -  TALPA (1987)
 CA0690
 CA0690                         *CURRENT SURVEY CONTROL
 CA0690  ___________________________________________________________________
 CA0690* NAD 83(1986)-  31 46 50.     (N)    099 44 44.     (W)     SCALED    
 CA0690* NAVD 88     -       567.853  (meters)    1863.03   (feet)  ADJUSTED  
 CA0690  ___________________________________________________________________
 CA0690  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CA0690  DYNAMIC HT  -         567.096 (meters)    1860.55  (feet)  COMP
 CA0690  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 CA0690
 CA0690  VERT ORDER  -  SECOND    CLASS 0
 CA0690
 CA0690.The horizontal coordinates were scaled from a topographic map and have
 CA0690.an estimated accuracy of +/- 6 seconds.
 CA0690
 CA0690.The orthometric height was determined by differential leveling
 CA0690.and adjusted by the National Geodetic Survey in June 1991..
 CA0690
 CA0690.The geoid height was determined by GEOID03.
 CA0690
 CA0690.The dynamic height is computed by dividing the NAVD 88
 CA0690.geopotential number by the normal gravity value computed on the
 CA0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0690.degrees latitude (g = 980.6199 gals.).
 CA0690
 CA0690.The modeled gravity was interpolated from observed gravity values.
 CA0690
 CA0690;                    North         East    Units  Estimated Accuracy
 CA0690;SPC TX C     - 3,234,490.      755,670.      MT  (+/- 180 meters Scaled)
 CA0690
 CA0690                          SUPERSEDED SURVEY CONTROL
 CA0690
 CA0690  NGVD 29 (??/??/92)  567.728  (m)         1862.62   (f) ADJ UNCH    2 0
 CA0690
 CA0690.Superseded values are not recommended for survey control.
 CA0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0690.See file dsdata.txt to determine how the superseded data were derived.
 CA0690
 CA0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA294163(NAD 83)
 CA0690_MARKER: Z = SEE DESCRIPTION
 CA0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0690_SP_SET: RAIL
 CA0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0690
 CA0690  HISTORY     - Date     Condition        Report By
 CA0690  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0690  HISTORY     - 1935     GOOD             NGS
 CA0690
 CA0690                          STATION DESCRIPTION
 CA0690
 CA0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0690'2.0 MI W FROM TALPA.
 CA0690'IN RUNNELS COUNTY, 2.0 MILES WEST ALONG THE GULF, COLORADO AND SANTA
 CA0690'FE RAILWAY FROM THE STATION AT TALPA, COLEMAN COUNTY, AT MILE ZONE
 CA0690'23+0753, AT STATION 1221+93, AND 48 FEET NORTH OF THE CENTERLINE OF
 CA0690'THE TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0341 ***********************************************************************
 CT0341  DESIGNATION -  186.4
 CT0341  PID         -  CT0341
 CT0341  STATE/COUNTY-  TX/SHACKELFORD
 CT0341  USGS QUAD   -  ALBANY (1965)
 CT0341
 CT0341                         *CURRENT SURVEY CONTROL
 CT0341  ___________________________________________________________________
 CT0341* NAD 83(1986)-  32 42 35.     (N)    099 16 40.     (W)     SCALED    
 CT0341* NAVD 88     -       418.029  (meters)    1371.48   (feet)  ADJUSTED  
 CT0341  ___________________________________________________________________
 CT0341  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0341  DYNAMIC HT  -         417.500 (meters)    1369.75  (feet)  COMP
 CT0341  MODELED GRAV-     979,359.1   (mgal)                       NAVD 88
 CT0341
 CT0341  VERT ORDER  -  SECOND    CLASS 0
 CT0341
 CT0341.The horizontal coordinates were scaled from a topographic map and have
 CT0341.an estimated accuracy of +/- 6 seconds.
 CT0341
 CT0341.The orthometric height was determined by differential leveling
 CT0341.and adjusted by the National Geodetic Survey in June 1991..
 CT0341
 CT0341.The geoid height was determined by GEOID03.
 CT0341
 CT0341.The dynamic height is computed by dividing the NAVD 88
 CT0341.geopotential number by the normal gravity value computed on the
 CT0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0341.degrees latitude (g = 980.6199 gals.).
 CT0341
 CT0341.The modeled gravity was interpolated from observed gravity values.
 CT0341
 CT0341;                    North         East    Units  Estimated Accuracy
 CT0341;SPC TXNC     - 2,115,930.      527,090.      MT  (+/- 180 meters Scaled)
 CT0341
 CT0341                          SUPERSEDED SURVEY CONTROL
 CT0341
 CT0341  NGVD 29 (??/??/92)  417.909  (m)         1371.09   (f) ADJ UNCH    2 0
 CT0341
 CT0341.Superseded values are not recommended for survey control.
 CT0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0341.See file dsdata.txt to determine how the superseded data were derived.
 CT0341
 CT0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB739191(NAD 83)
 CT0341_MARKER: DD = SURVEY DISK
 CT0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0341_SP_SET: ABUTMENT
 CT0341_STAMPING: 186.4
 CT0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0341
 CT0341  HISTORY     - Date     Condition        Report By
 CT0341  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0341  HISTORY     - 1957     GOOD             NGS
 CT0341
 CT0341                          STATION DESCRIPTION
 CT0341
 CT0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0341'1.6 MI S FROM ALBANY.
 CT0341'1.6 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0341'ALBANY, SHACKELFORD COUNTY, AT BRIDGE 186.4, IN THE TOP OF THE WEST
 CT0341'END OF THE SOUTH ABUTMENT, 8 FEET WEST OF THE WEST RAIL, AND ABOUT 6
 CT0341'INCHES LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0365 ***********************************************************************
 EM0365  DESIGNATION -  186.65
 EM0365  PID         -  EM0365
 EM0365  STATE/COUNTY-  TX/HARDEMAN
 EM0365  USGS QUAD   -  QUANAH EAST (1984)
 EM0365
 EM0365                         *CURRENT SURVEY CONTROL
 EM0365  ___________________________________________________________________
 EM0365* NAD 83(1986)-  34 16 54.     (N)    099 39 01.     (W)     SCALED    
 EM0365* NAVD 88     -       464.623  (meters)    1524.35   (feet)  ADJUSTED  
 EM0365  ___________________________________________________________________
 EM0365  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EM0365  DYNAMIC HT  -         464.099 (meters)    1522.63  (feet)  COMP
 EM0365  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 EM0365
 EM0365  VERT ORDER  -  FIRST     CLASS II
 EM0365
 EM0365.The horizontal coordinates were scaled from a topographic map and have
 EM0365.an estimated accuracy of +/- 6 seconds.
 EM0365
 EM0365.The orthometric height was determined by differential leveling
 EM0365.and adjusted by the National Geodetic Survey in June 1991..
 EM0365
 EM0365.The geoid height was determined by GEOID03.
 EM0365
 EM0365.The dynamic height is computed by dividing the NAVD 88
 EM0365.geopotential number by the normal gravity value computed on the
 EM0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0365.degrees latitude (g = 980.6199 gals.).
 EM0365
 EM0365.The modeled gravity was interpolated from observed gravity values.
 EM0365
 EM0365;                    North         East    Units  Estimated Accuracy
 EM0365;SPC TXNC     - 2,290,580.      494,080.      MT  (+/- 180 meters Scaled)
 EM0365
 EM0365                          SUPERSEDED SURVEY CONTROL
 EM0365
 EM0365  NGVD 29 (??/??/92)  464.444  (m)         1523.76   (f) ADJ UNCH    1 2
 EM0365
 EM0365.Superseded values are not recommended for survey control.
 EM0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0365.See file dsdata.txt to determine how the superseded data were derived.
 EM0365
 EM0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC401935(NAD 83)
 EM0365_MARKER: X = CHISELED CROSS
 EM0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0365_SP_SET: BRIDGE
 EM0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0365
 EM0365  HISTORY     - Date     Condition        Report By
 EM0365  HISTORY     - UNK      MONUMENTED       CGS
 EM0365  HISTORY     - 1933     GOOD             NGS
 EM0365  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0365
 EM0365                          STATION DESCRIPTION
 EM0365
 EM0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0365'5.2 MI SE FROM QUANAH.
 EM0365'5.2 MILES SOUTHEAST OF AT BRIDGE 186.65, NORTHWEST CORNER WEST
 EM0365'HEADWALL.
 EM0365
 EM0365                          STATION RECOVERY (1958)
 EM0365
 EM0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0184 ***********************************************************************
 CR0184  DESIGNATION -  187
 CR0184  PID         -  CR0184
 CR0184  STATE/COUNTY-  TX/PANOLA
 CR0184  USGS QUAD   -  TATUM (1983)
 CR0184
 CR0184                         *CURRENT SURVEY CONTROL
 CR0184  ___________________________________________________________________
 CR0184* NAD 83(1986)-  32 18 15.     (N)    094 30 20.     (W)     SCALED    
 CR0184* NAVD 88     -        78.67   (+/-2cm)     258.1    (feet)  VERTCON   
 CR0184  ___________________________________________________________________
 CR0184  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0184
 CR0184  VERT ORDER  -  ? (See Below)
 CR0184
 CR0184.The horizontal coordinates were scaled from a topographic map and have
 CR0184.an estimated accuracy of +/- 6 seconds.
 CR0184
 CR0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0184.The vertical order pertains to the NGVD 29 superseded value.
 CR0184
 CR0184.The geoid height was determined by GEOID03.
 CR0184
 CR0184;                    North         East    Units  Estimated Accuracy
 CR0184;SPC TXNC     - 2,077,850.      976,090.      MT  (+/- 180 meters Scaled)
 CR0184
 CR0184                          SUPERSEDED SURVEY CONTROL
 CR0184
 CR0184  NGVD 29 (??/??/92)   78.705  (m)          258.22   (f) ADJ UNCH    ?  
 CR0184
 CR0184.Superseded values are not recommended for survey control.
 CR0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0184.See file dsdata.txt to determine how the superseded data were derived.
 CR0184
 CR0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR582751(NAD 83)
 CR0184_MARKER: Z = SEE DESCRIPTION
 CR0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0184_SP_SET: RAIL
 CR0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0184
 CR0184  HISTORY     - Date     Condition        Report By
 CR0184  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0184  HISTORY     - 1934     GOOD             NGS
 CR0184  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR0184
 CR0184                          STATION DESCRIPTION
 CR0184
 CR0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0184'1.0 MI SE FROM TATUM.
 CR0184'IN PANOLA COUNTY, 1.0 MILE SOUTHEAST ALONG THE GULF, COLORADO AND
 CR0184'SANTA FE RAILWAY FROM TATUM, RUSK COUNTY, AND NEAR MILEPOST 187.  THE
 CR0184'TOP OF A VERTICAL RAIL.
 CR0184
 CR0184                          STATION RECOVERY (1998)
 CR0184
 CR0184'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0366 ***********************************************************************
 EM0366  DESIGNATION -  187.23
 EM0366  PID         -  EM0366
 EM0366  STATE/COUNTY-  TX/HARDEMAN
 EM0366  USGS QUAD   -  QUANAH EAST (1984)
 EM0366
 EM0366                         *CURRENT SURVEY CONTROL
 EM0366  ___________________________________________________________________
 EM0366* NAD 83(1986)-  34 17 00.     (N)    099 39 38.     (W)     SCALED    
 EM0366* NAVD 88     -       474.757  (meters)    1557.60   (feet)  ADJUSTED  
 EM0366  ___________________________________________________________________
 EM0366  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 EM0366  DYNAMIC HT  -         474.223 (meters)    1555.85  (feet)  COMP
 EM0366  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 EM0366
 EM0366  VERT ORDER  -  FIRST     CLASS II
 EM0366
 EM0366.The horizontal coordinates were scaled from a topographic map and have
 EM0366.an estimated accuracy of +/- 6 seconds.
 EM0366
 EM0366.The orthometric height was determined by differential leveling
 EM0366.and adjusted by the National Geodetic Survey in June 1991..
 EM0366
 EM0366.The geoid height was determined by GEOID03.
 EM0366
 EM0366.The dynamic height is computed by dividing the NAVD 88
 EM0366.geopotential number by the normal gravity value computed on the
 EM0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0366.degrees latitude (g = 980.6199 gals.).
 EM0366
 EM0366.The modeled gravity was interpolated from observed gravity values.
 EM0366
 EM0366;                    North         East    Units  Estimated Accuracy
 EM0366;SPC TXNC     - 2,290,780.      493,130.      MT  (+/- 180 meters Scaled)
 EM0366
 EM0366                          SUPERSEDED SURVEY CONTROL
 EM0366
 EM0366  NGVD 29 (??/??/92)  474.576  (m)         1557.00   (f) ADJ UNCH    1 2
 EM0366
 EM0366.Superseded values are not recommended for survey control.
 EM0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0366.See file dsdata.txt to determine how the superseded data were derived.
 EM0366
 EM0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC392937(NAD 83)
 EM0366_MARKER: O = CHISELED CIRCLE
 EM0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0366_SP_SET: BRIDGE
 EM0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0366
 EM0366  HISTORY     - Date     Condition        Report By
 EM0366  HISTORY     - UNK      MONUMENTED       CGS
 EM0366  HISTORY     - 1933     GOOD             NGS
 EM0366  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0366
 EM0366                          STATION DESCRIPTION
 EM0366
 EM0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0366'4.6 MI SE FROM QUANAH.
 EM0366'4.6 MILES SOUTHEAST OF AT BRIDGE 187.53, POINT ON NORTHWEST CORNER
 EM0366'WEST HEADWALL.
 EM0366
 EM0366                          STATION RECOVERY (1958)
 EM0366
 EM0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0705 ***********************************************************************
 CA0705  DESIGNATION -  1873.31
 CA0705  PID         -  CA0705
 CA0705  STATE/COUNTY-  TX/COLEMAN
 CA0705  USGS QUAD   -  VALERA (1967)
 CA0705
 CA0705                         *CURRENT SURVEY CONTROL
 CA0705  ___________________________________________________________________
 CA0705* NAD 83(1986)-  31 45 11.     (N)    099 34 36.     (W)     SCALED    
 CA0705* NAVD 88     -       571.394  (meters)    1874.65   (feet)  ADJUSTED  
 CA0705  ___________________________________________________________________
 CA0705  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CA0705  DYNAMIC HT  -         570.633 (meters)    1872.15  (feet)  COMP
 CA0705  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 CA0705
 CA0705  VERT ORDER  -  SECOND    CLASS 0
 CA0705
 CA0705.The horizontal coordinates were scaled from a topographic map and have
 CA0705.an estimated accuracy of +/- 6 seconds.
 CA0705
 CA0705.The orthometric height was determined by differential leveling
 CA0705.and adjusted by the National Geodetic Survey in June 1991..
 CA0705
 CA0705.The geoid height was determined by GEOID03.
 CA0705
 CA0705.The dynamic height is computed by dividing the NAVD 88
 CA0705.geopotential number by the normal gravity value computed on the
 CA0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0705.degrees latitude (g = 980.6199 gals.).
 CA0705
 CA0705.The modeled gravity was interpolated from observed gravity values.
 CA0705
 CA0705;                    North         East    Units  Estimated Accuracy
 CA0705;SPC TX C     - 3,231,540.      771,690.      MT  (+/- 180 meters Scaled)
 CA0705
 CA0705                          SUPERSEDED SURVEY CONTROL
 CA0705
 CA0705  NGVD 29 (??/??/92)  571.268  (m)         1874.24   (f) ADJ UNCH    2 0
 CA0705
 CA0705.Superseded values are not recommended for survey control.
 CA0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0705.See file dsdata.txt to determine how the superseded data were derived.
 CA0705
 CA0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA453132(NAD 83)
 CA0705_MARKER: Z = SEE DESCRIPTION
 CA0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0705_SP_SET: RAIL
 CA0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0705
 CA0705  HISTORY     - Date     Condition        Report By
 CA0705  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0705  HISTORY     - 1935     GOOD             NGS
 CA0705
 CA0705                          STATION DESCRIPTION
 CA0705
 CA0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0705'1.7 MI W FROM VALERA.
 CA0705'1.7 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0705'STATION AT VALERA, COLEMAN COUNTY, AT MILE ZONE 13+0585.2, AT STATION
 CA0705'695+25.2, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE
 CA0705'HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0489 ***********************************************************************
 CT0489  DESIGNATION -  1875.49
 CT0489  PID         -  CT0489
 CT0489  STATE/COUNTY-  TX/TAYLOR
 CT0489  USGS QUAD   -  GOLDSBORO (1967)
 CT0489
 CT0489                         *CURRENT SURVEY CONTROL
 CT0489  ___________________________________________________________________
 CT0489* NAD 83(1986)-  32 05 32.     (N)    099 42 41.     (W)     SCALED    
 CT0489* NAVD 88     -       571.99   (+/-2cm)    1876.6    (feet)  VERTCON   
 CT0489  ___________________________________________________________________
 CT0489  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CT0489
 CT0489  VERT ORDER  -  ? (See Below)
 CT0489
 CT0489.The horizontal coordinates were scaled from a topographic map and have
 CT0489.an estimated accuracy of +/- 6 seconds.
 CT0489
 CT0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0489.The vertical order pertains to the NGVD 29 superseded value.
 CT0489
 CT0489.The geoid height was determined by GEOID03.
 CT0489
 CT0489;                    North         East    Units  Estimated Accuracy
 CT0489;SPC TXNC     - 2,047,850.      485,650.      MT  (+/- 180 meters Scaled)
 CT0489
 CT0489                          SUPERSEDED SURVEY CONTROL
 CT0489
 CT0489  NGVD 29 (??/??/92)  571.850  (m)         1876.14   (f) ADJ UNCH    ?  
 CT0489
 CT0489.Superseded values are not recommended for survey control.
 CT0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0489.See file dsdata.txt to determine how the superseded data were derived.
 CT0489
 CT0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA328508(NAD 83)
 CT0489_MARKER: Z = SEE DESCRIPTION
 CT0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0489_SP_SET: RAIL
 CT0489_STAMPING: 1875.49
 CT0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0489
 CT0489  HISTORY     - Date     Condition        Report By
 CT0489  HISTORY     - UNK      MONUMENTED       RBNF
 CT0489  HISTORY     - 1958     GOOD             NGS
 CT0489
 CT0489                          STATION DESCRIPTION
 CT0489
 CT0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0489'3.8 MI SE FROM LAWN.
 CT0489'3.8 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CT0489'LAWN, TAYLOR COUNTY, 12-1/2 POLES EAST OF MILEPOLE 406, 60 FEET SOUTH
 CT0489'OF U.S. HIGHWAY 84, 25 FEET NORTH OF THE TRACK, AND 5 FEET WEST OF A
 CT0489'PRIVATE-ROAD CROSSING.  THE TOP OF A SECTION OF RAIL, STAMPED 1875.49
 CT0489'AND PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- THE HIGHWAY THAT PAST THE
 CT0489'MARK HAS BEEN ABANDONED.  THE MARK IS 33 FEET NORTHWEST OF THE CENTER
 CT0489'LINE OF A PRIVATE ROAD THAT CROSSES THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0004 ***********************************************************************
 CB0004  DESIGNATION -  1876
 CB0004  PID         -  CB0004
 CB0004  STATE/COUNTY-  TX/COKE
 CB0004  USGS QUAD   -  BRONTE (1987)
 CB0004
 CB0004                         *CURRENT SURVEY CONTROL
 CB0004  ___________________________________________________________________
 CB0004* NAD 83(1986)-  31 56 57.     (N)    100 17 33.     (W)     SCALED    
 CB0004* NAVD 88     -       571.984  (meters)    1876.58   (feet)  ADJUSTED  
 CB0004  ___________________________________________________________________
 CB0004  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 CB0004  DYNAMIC HT  -         571.232 (meters)    1874.12  (feet)  COMP
 CB0004  MODELED GRAV-     979,306.9   (mgal)                       NAVD 88
 CB0004
 CB0004  VERT ORDER  -  SECOND    CLASS 0
 CB0004
 CB0004.The horizontal coordinates were scaled from a topographic map and have
 CB0004.an estimated accuracy of +/- 6 seconds.
 CB0004
 CB0004.The orthometric height was determined by differential leveling
 CB0004.and adjusted by the National Geodetic Survey in June 1991..
 CB0004
 CB0004.The geoid height was determined by GEOID03.
 CB0004
 CB0004.The dynamic height is computed by dividing the NAVD 88
 CB0004.geopotential number by the normal gravity value computed on the
 CB0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0004.degrees latitude (g = 980.6199 gals.).
 CB0004
 CB0004.The modeled gravity was interpolated from observed gravity values.
 CB0004
 CB0004;                    North         East    Units  Estimated Accuracy
 CB0004;SPC TX C     - 3,253,040.      703,860.      MT  (+/- 180 meters Scaled)
 CB0004
 CB0004                          SUPERSEDED SURVEY CONTROL
 CB0004
 CB0004  NGVD 29 (??/??/92)  571.809  (m)         1876.01   (f) ADJ UNCH    2 0
 CB0004
 CB0004.Superseded values are not recommended for survey control.
 CB0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0004.See file dsdata.txt to determine how the superseded data were derived.
 CB0004
 CB0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA778355(NAD 83)
 CB0004_MARKER: P = PIPE CAP
 CB0004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CB0004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CB0004_STAMPING: 1876.010 1921
 CB0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0004
 CB0004  HISTORY     - Date     Condition        Report By
 CB0004  HISTORY     - 1921     MONUMENTED       USGS
 CB0004  HISTORY     - 1961     GOOD             NGS
 CB0004
 CB0004                          STATION DESCRIPTION
 CB0004
 CB0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CB0004'4.25 MI N FROM BRONTE.
 CB0004'ABOUT 4.25 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM
 CB0004'THE STATION AT BRONTE, 50 FEET SOUTH OF MILEPOST 681, 23 FEET WEST OF
 CB0004'THE WEST RAIL, 38 FEET SOUTH OF THE SOUTHWEST CORNER OF A MOTOR CAR
 CB0004'SET OFF, 2 1/2 FEET EAST OF A FENCE, A USGS CAP ON THE TOP OF A 3
 CB0004'1/2-INCH IRON PIPE THAT PROJECTS 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0185 ***********************************************************************
 CR0185  DESIGNATION -  188
 CR0185  PID         -  CR0185
 CR0185  STATE/COUNTY-  TX/RUSK
 CR0185  USGS QUAD   -  TATUM (1983)
 CR0185
 CR0185                         *CURRENT SURVEY CONTROL
 CR0185  ___________________________________________________________________
 CR0185* NAD 83(1986)-  32 18 53.     (N)    094 30 44.     (W)     SCALED    
 CR0185* NAVD 88     -        93.62   (+/-2cm)     307.2    (feet)  VERTCON   
 CR0185  ___________________________________________________________________
 CR0185  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0185
 CR0185  VERT ORDER  -  ? (See Below)
 CR0185
 CR0185.The horizontal coordinates were scaled from a topographic map and have
 CR0185.an estimated accuracy of +/- 6 seconds.
 CR0185
 CR0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0185.The vertical order pertains to the NGVD 29 superseded value.
 CR0185
 CR0185.The geoid height was determined by GEOID03.
 CR0185
 CR0185;                    North         East    Units  Estimated Accuracy
 CR0185;SPC TXNC     - 2,078,990.      975,420.      MT  (+/- 180 meters Scaled)
 CR0185
 CR0185                          SUPERSEDED SURVEY CONTROL
 CR0185
 CR0185  NGVD 29 (??/??/92)   93.654  (m)          307.26   (f) ADJ UNCH    ?  
 CR0185
 CR0185.Superseded values are not recommended for survey control.
 CR0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0185.See file dsdata.txt to determine how the superseded data were derived.
 CR0185
 CR0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR576763(NAD 83)
 CR0185_MARKER: Z = SEE DESCRIPTION
 CR0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0185_SP_SET: RAIL
 CR0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0185
 CR0185  HISTORY     - Date     Condition        Report By
 CR0185  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0185  HISTORY     - 1934     GOOD             NGS
 CR0185
 CR0185                          STATION DESCRIPTION
 CR0185
 CR0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0185'IN TATUM.
 CR0185'AT TATUM, RUSK COUNTY, ON THE GULF, COLORADO AND SANTA FE RAILWAY, AND
 CR0185'NEAR MILEPOST 188.  THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0368 ***********************************************************************
 EM0368  DESIGNATION -  188.04
 EM0368  PID         -  EM0368
 EM0368  STATE/COUNTY-  TX/HARDEMAN
 EM0368  USGS QUAD   -  QUANAH EAST (1984)
 EM0368
 EM0368                         *CURRENT SURVEY CONTROL
 EM0368  ___________________________________________________________________
 EM0368* NAD 83(1986)-  34 17 13.     (N)    099 40 23.     (W)     SCALED    
 EM0368* NAVD 88     -       474.025  (meters)    1555.20   (feet)  ADJUSTED  
 EM0368  ___________________________________________________________________
 EM0368  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 EM0368  DYNAMIC HT  -         473.491 (meters)    1553.45  (feet)  COMP
 EM0368  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 EM0368
 EM0368  VERT ORDER  -  FIRST     CLASS II
 EM0368
 EM0368.The horizontal coordinates were scaled from a topographic map and have
 EM0368.an estimated accuracy of +/- 6 seconds.
 EM0368
 EM0368.The orthometric height was determined by differential leveling
 EM0368.and adjusted by the National Geodetic Survey in June 1991..
 EM0368
 EM0368.The geoid height was determined by GEOID03.
 EM0368
 EM0368.The dynamic height is computed by dividing the NAVD 88
 EM0368.geopotential number by the normal gravity value computed on the
 EM0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0368.degrees latitude (g = 980.6199 gals.).
 EM0368
 EM0368.The modeled gravity was interpolated from observed gravity values.
 EM0368
 EM0368;                    North         East    Units  Estimated Accuracy
 EM0368;SPC TXNC     - 2,291,190.      491,980.      MT  (+/- 180 meters Scaled)
 EM0368
 EM0368                          SUPERSEDED SURVEY CONTROL
 EM0368
 EM0368  NGVD 29 (??/??/92)  473.842  (m)         1554.60   (f) ADJ UNCH    1 2
 EM0368
 EM0368.Superseded values are not recommended for survey control.
 EM0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0368.See file dsdata.txt to determine how the superseded data were derived.
 EM0368
 EM0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC380941(NAD 83)
 EM0368_MARKER: Q = CHISELED SQUARE
 EM0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0368_SP_SET: BRIDGE
 EM0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0368
 EM0368  HISTORY     - Date     Condition        Report By
 EM0368  HISTORY     - UNK      MONUMENTED       CGS
 EM0368  HISTORY     - 1933     GOOD             NGS
 EM0368  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0368
 EM0368                          STATION DESCRIPTION
 EM0368
 EM0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0368'3.8 MI SE FROM QUANAH.
 EM0368'3.8 MILES SOUTHEAST OF AT BRIDGE 188.04, NORTHWEST CORNER WEST
 EM0368'HEADWALL.
 EM0368
 EM0368                          STATION RECOVERY (1958)
 EM0368
 EM0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0160 ***********************************************************************
 BA0160  DESIGNATION -  1881 MARFA
 BA0160  PID         -  BA0160
 BA0160  STATE/COUNTY-  TX/BREWSTER
 BA0160  USGS QUAD   -  SAN VICENTE (1971)
 BA0160
 BA0160                         *CURRENT SURVEY CONTROL
 BA0160  ___________________________________________________________________
 BA0160* NAD 83(1986)-  29 09 56.     (N)    103 00 35.     (W)     SCALED    
 BA0160* NAVD 88     -       574.338  (meters)    1884.31   (feet)  ADJUSTED  
 BA0160  ___________________________________________________________________
 BA0160  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0160  DYNAMIC HT  -         573.435 (meters)    1881.34  (feet)  COMP
 BA0160  MODELED GRAV-     979,054.1   (mgal)                       NAVD 88
 BA0160
 BA0160  VERT ORDER  -  FIRST     CLASS II
 BA0160
 BA0160.The horizontal coordinates were scaled from a topographic map and have
 BA0160.an estimated accuracy of +/- 6 seconds.
 BA0160
 BA0160.The orthometric height was determined by differential leveling
 BA0160.and adjusted by the National Geodetic Survey in June 1991..
 BA0160
 BA0160.The geoid height was determined by GEOID03.
 BA0160
 BA0160.The dynamic height is computed by dividing the NAVD 88
 BA0160.geopotential number by the normal gravity value computed on the
 BA0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0160.degrees latitude (g = 980.6199 gals.).
 BA0160
 BA0160.The modeled gravity was interpolated from observed gravity values.
 BA0160
 BA0160;                    North         East    Units  Estimated Accuracy
 BA0160;SPC TXSC     - 4,154,330.      210,050.      MT  (+/- 180 meters Scaled)
 BA0160
 BA0160                          SUPERSEDED SURVEY CONTROL
 BA0160
 BA0160  NGVD 29 (??/??/92)  573.999  (m)         1883.20   (f) ADJ UNCH    1 2
 BA0160
 BA0160.Superseded values are not recommended for survey control.
 BA0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0160.See file dsdata.txt to determine how the superseded data were derived.
 BA0160
 BA0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN935279(NAD 83)
 BA0160_MARKER: P = PIPE CAP
 BA0160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BA0160_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BA0160_STAMPING: 1881 MARFA 1903
 BA0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0160
 BA0160  HISTORY     - Date     Condition        Report By
 BA0160  HISTORY     - 1903     MONUMENTED       USGS
 BA0160  HISTORY     - 1967     POOR             NGS
 BA0160  HISTORY     - 20030423 POOR             USPSQD
 BA0160
 BA0160                          STATION DESCRIPTION
 BA0160
 BA0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0160'17.5 MI S FROM PARK HEADQUARTERS.
 BA0160'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0160'BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.6
 BA0160'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILES WEST ALONG
 BA0160'A DIRT ROAD, 272 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 0.35
 BA0160'MILES SOUTHWEST OF A WYE ROAD JUNCTION, 0.1 MILES SOUTHEAST OF A DRAW,
 BA0160'ON THE NORTH SIDE OF A ROCKY MESA, 3 FEET ABOVE THE LEVEL OF THE ROAD,
 BA0160'AND IN THE TOP OF AN IRON PIPE PROJECTING 2 FEET.
 BA0160
 BA0160                          STATION RECOVERY (2003)
 BA0160
 BA0160'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0160'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1018 ***********************************************************************
 BY1018  DESIGNATION -  188.288
 BY1018  PID         -  BY1018
 BY1018  STATE/COUNTY-  TX/NACOGDOCHES
 BY1018  USGS QUAD   -  PLATT (1980)
 BY1018
 BY1018                         *CURRENT SURVEY CONTROL
 BY1018  ___________________________________________________________________
 BY1018* NAD 83(1986)-  31 28 00.     (N)    094 30 38.     (W)     SCALED    
 BY1018* NAVD 88     -        57.28   (+/-2cm)     187.9    (feet)  VERTCON   
 BY1018  ___________________________________________________________________
 BY1018  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BY1018
 BY1018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1018
 BY1018.The horizontal coordinates were scaled from a topographic map and have
 BY1018.an estimated accuracy of +/- 6 seconds.
 BY1018
 BY1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1018.The vertical order pertains to the NGVD 29 superseded value.
 BY1018
 BY1018.The geoid height was determined by GEOID03.
 BY1018
 BY1018;                    North         East    Units  Estimated Accuracy
 BY1018;SPC TX C     - 3,214,020.    1,253,070.      MT  (+/- 180 meters Scaled)
 BY1018
 BY1018                          SUPERSEDED SURVEY CONTROL
 BY1018
 BY1018  NGVD 29 (??/??/92)   57.341  (m)          188.13   (f) ADJ UNCH    2 0
 BY1018
 BY1018.Superseded values are not recommended for survey control.
 BY1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1018.See file dsdata.txt to determine how the superseded data were derived.
 BY1018
 BY1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ564823(NAD 83)
 BY1018_MARKER: N = NAIL
 BY1018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1018_SP_SET: TREE
 BY1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1018
 BY1018  HISTORY     - Date     Condition        Report By
 BY1018  HISTORY     - UNK      MONUMENTED       USGS
 BY1018  HISTORY     - 1949     GOOD             NGS
 BY1018  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1018
 BY1018                          STATION DESCRIPTION
 BY1018
 BY1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1018'3.1 MI S FROM WODEN.
 BY1018'3.1 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1018'WODEN, 0.1 MILE NORTHWEST OF A JUNCTION WITH A ROAD LEADING EAST,
 BY1018'309.0 FEET NORTHWEST OF THE NORTHWEST END OF A 45-FOOT WOODEN BRIDGE
 BY1018'OVER A SMALL STREAM, 39.6 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BY1018'ROAD, 3.0 FEET NORTHEAST OF A FENCE, A COPPER NAIL AND WASHER IN THE
 BY1018'TOP OF THE EAST ROOT OF A 24-INCH PINE TREE.
 BY1018
 BY1018                          STATION RECOVERY (1998)
 BY1018
 BY1018'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0476 ***********************************************************************
 BN0476  DESIGNATION -  1885 USGS
 BN0476  PID         -  BN0476
 BN0476  STATE/COUNTY-  TX/MENARD
 BN0476  USGS QUAD   -  MENARD (1987)
 BN0476
 BN0476                         *CURRENT SURVEY CONTROL
 BN0476  ___________________________________________________________________
 BN0476* NAD 83(1986)-  30 55 18.     (N)    099 47 05.     (W)     SCALED    
 BN0476* NAVD 88     -       574.684  (meters)    1885.44   (feet)  ADJUSTED  
 BN0476  ___________________________________________________________________
 BN0476  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BN0476  DYNAMIC HT  -         573.879 (meters)    1882.80  (feet)  COMP
 BN0476  MODELED GRAV-     979,223.3   (mgal)                       NAVD 88
 BN0476
 BN0476  VERT ORDER  -  FIRST     CLASS II
 BN0476
 BN0476.The horizontal coordinates were scaled from a topographic map and have
 BN0476.an estimated accuracy of +/- 6 seconds.
 BN0476
 BN0476.The orthometric height was determined by differential leveling
 BN0476.and adjusted by the National Geodetic Survey in June 1991..
 BN0476
 BN0476.The geoid height was determined by GEOID03.
 BN0476
 BN0476.The dynamic height is computed by dividing the NAVD 88
 BN0476.geopotential number by the normal gravity value computed on the
 BN0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0476.degrees latitude (g = 980.6199 gals.).
 BN0476
 BN0476.The modeled gravity was interpolated from observed gravity values.
 BN0476
 BN0476;                    North         East    Units  Estimated Accuracy
 BN0476;SPC TX C     - 3,139,250.      752,430.      MT  (+/- 180 meters Scaled)
 BN0476
 BN0476                          SUPERSEDED SURVEY CONTROL
 BN0476
 BN0476.No superseded survey control is available for this station.
 BN0476
 BN0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV250211(NAD 83)
 BN0476_MARKER: DB = BENCH MARK DISK
 BN0476_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BN0476_SP_SET: ABUTMENT
 BN0476_STAMPING: 1885 1 TRT 1970
 BN0476_MARK LOGO: USGS  
 BN0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0476+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003
 BN0476
 BN0476  HISTORY     - Date     Condition        Report By
 BN0476  HISTORY     - 1970     MONUMENTED       USGS
 BN0476  HISTORY     - 1981     GOOD             NGS
 BN0476  HISTORY     - 19951104 GOOD             USPSQD
 BN0476  HISTORY     - 20031126 GOOD             USPSQD
 BN0476
 BN0476                          STATION DESCRIPTION
 BN0476
 BN0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0476'IN MENARD.
 BN0476'IN MENARD, IN TOP OF AND 1.5 METERS (5.0 FT) EAST OF THE WEST END OF
 BN0476'THE NORTH ABUTMENT OF THE U.S. HIGHWAY 83 BRIDGE OVER THE SAN SABA
 BN0476'RIVER AND 11.1 METERS (36.4 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 BN0476'THE HIGHWAY.
 BN0476'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0476
 BN0476                          STATION RECOVERY (1995)
 BN0476
 BN0476'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0476'RECOVERED IN GOOD CONDITION.
 BN0476
 BN0476                          STATION RECOVERY (2003)
 BN0476
 BN0476'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BN0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0369 ***********************************************************************
 EM0369  DESIGNATION -  188.72
 EM0369  PID         -  EM0369
 EM0369  STATE/COUNTY-  TX/HARDEMAN
 EM0369  USGS QUAD   -  QUANAH EAST (1984)
 EM0369
 EM0369                         *CURRENT SURVEY CONTROL
 EM0369  ___________________________________________________________________
 EM0369* NAD 83(1986)-  34 17 24.     (N)    099 41 07.     (W)     SCALED    
 EM0369* NAVD 88     -       473.852  (meters)    1554.63   (feet)  ADJUSTED  
 EM0369  ___________________________________________________________________
 EM0369  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 EM0369  DYNAMIC HT  -         473.319 (meters)    1552.88  (feet)  COMP
 EM0369  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 EM0369
 EM0369  VERT ORDER  -  FIRST     CLASS II
 EM0369
 EM0369.The horizontal coordinates were scaled from a topographic map and have
 EM0369.an estimated accuracy of +/- 6 seconds.
 EM0369
 EM0369.The orthometric height was determined by differential leveling
 EM0369.and adjusted by the National Geodetic Survey in June 1991..
 EM0369
 EM0369.The geoid height was determined by GEOID03.
 EM0369
 EM0369.The dynamic height is computed by dividing the NAVD 88
 EM0369.geopotential number by the normal gravity value computed on the
 EM0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0369.degrees latitude (g = 980.6199 gals.).
 EM0369
 EM0369.The modeled gravity was interpolated from observed gravity values.
 EM0369
 EM0369;                    North         East    Units  Estimated Accuracy
 EM0369;SPC TXNC     - 2,291,540.      490,860.      MT  (+/- 180 meters Scaled)
 EM0369
 EM0369                          SUPERSEDED SURVEY CONTROL
 EM0369
 EM0369  NGVD 29 (??/??/92)  473.668  (m)         1554.03   (f) ADJ UNCH    1 2
 EM0369
 EM0369.Superseded values are not recommended for survey control.
 EM0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0369.See file dsdata.txt to determine how the superseded data were derived.
 EM0369
 EM0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC369945(NAD 83)
 EM0369_MARKER: Z = SEE DESCRIPTION
 EM0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0369_SP_SET: BRIDGE
 EM0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0369
 EM0369  HISTORY     - Date     Condition        Report By
 EM0369  HISTORY     - UNK      MONUMENTED       CGS
 EM0369  HISTORY     - 1933     GOOD             NGS
 EM0369  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0369
 EM0369                          STATION DESCRIPTION
 EM0369
 EM0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0369'3.1 MI SE FROM QUANAH.
 EM0369'3.1 MILES SOUTHEAST OF AT BRIDGE 188.72, NORTHWEST CORNER NORTH
 EM0369'PARAPET WALL.
 EM0369
 EM0369                          STATION RECOVERY (1958)
 EM0369
 EM0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0143 ***********************************************************************
 EN0143  DESIGNATION -  1888+75
 EN0143  PID         -  EN0143
 EN0143  STATE/COUNTY-  TX/HALL
 EN0143  USGS QUAD   -  TURKEY (1981)
 EN0143
 EN0143                         *CURRENT SURVEY CONTROL
 EN0143  ___________________________________________________________________
 EN0143* NAD 83(1986)-  34 23 58.     (N)    100 58 03.     (W)     SCALED    
 EN0143* NAVD 88     -       750.971  (meters)    2463.81   (feet)  ADJUSTED  
 EN0143  ___________________________________________________________________
 EN0143  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EN0143  DYNAMIC HT  -         750.075 (meters)    2460.87  (feet)  COMP
 EN0143  MODELED GRAV-     979,417.3   (mgal)                       NAVD 88
 EN0143
 EN0143  VERT ORDER  -  FIRST     CLASS II
 EN0143
 EN0143.The horizontal coordinates were scaled from a topographic map and have
 EN0143.an estimated accuracy of +/- 6 seconds.
 EN0143
 EN0143.The orthometric height was determined by differential leveling
 EN0143.and adjusted by the National Geodetic Survey in June 1991..
 EN0143
 EN0143.The geoid height was determined by GEOID03.
 EN0143
 EN0143.The dynamic height is computed by dividing the NAVD 88
 EN0143.geopotential number by the normal gravity value computed on the
 EN0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0143.degrees latitude (g = 980.6199 gals.).
 EN0143
 EN0143.The modeled gravity was interpolated from observed gravity values.
 EN0143
 EN0143;                    North         East    Units  Estimated Accuracy
 EN0143;SPC TX N     - 1,044,450.      248,970.      MT  (+/- 180 meters Scaled)
 EN0143
 EN0143                          SUPERSEDED SURVEY CONTROL
 EN0143
 EN0143  NGVD 29 (??/??/92)  750.657  (m)         2462.78   (f) ADJ UNCH    1 2
 EN0143
 EN0143.Superseded values are not recommended for survey control.
 EN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0143.See file dsdata.txt to determine how the superseded data were derived.
 EN0143
 EN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD191082(NAD 83)
 EN0143_MARKER: Z = SEE DESCRIPTION
 EN0143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0143_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0143
 EN0143  HISTORY     - Date     Condition        Report By
 EN0143  HISTORY     - UNK      MONUMENTED       BNRR
 EN0143  HISTORY     - 1933     GOOD             NGS
 EN0143  HISTORY     - 1934     GOOD             NGS
 EN0143
 EN0143                          STATION DESCRIPTION
 EN0143
 EN0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0143'3.9 MI W FROM TURKEY.
 EN0143'IN BRISCOE COUNTY, ABOUT 3.9 MILES WEST ALONG THE FORT WORTH AND
 EN0143'DENVER CITY RAILWAY FROM THE STATION AT TURKEY, HALL COUNTY, AT
 EN0143'STATION 1888+75 (MILEAGE 272.8), AT THE WEST END OF A LONG CUT, ABOUT
 EN0143'50 FEET SOUTH OF THE TRACK, 22 FEET EAST OF A RIGHT-OF-WAY FENCE
 EN0143'CORNER, AND 2 FEET NORTH OF THE FENCE.  THE TOP OF A CONCRETE-FILLED
 EN0143'PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 EN0143
 EN0143                          STATION RECOVERY (1934)
 EN0143
 EN0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2138 ***********************************************************************
 BX2138  DESIGNATION -  189 GCSFRC
 BX2138  PID         -  BX2138
 BX2138  STATE/COUNTY-  TX/SABINE
 BX2138  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2138
 BX2138                         *CURRENT SURVEY CONTROL
 BX2138  ___________________________________________________________________
 BX2138* NAD 83(1986)-  31 11 58.     (N)    093 59 14.     (W)     SCALED    
 BX2138* NAVD 88     -        57.78   (+/-2cm)     189.6    (feet)  VERTCON   
 BX2138  ___________________________________________________________________
 BX2138  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BX2138
 BX2138  VERT ORDER  -  ? (See Below)
 BX2138
 BX2138.The horizontal coordinates were scaled from a topographic map and have
 BX2138.an estimated accuracy of +/- 6 seconds.
 BX2138
 BX2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2138.The vertical order pertains to the NGVD 29 superseded value.
 BX2138
 BX2138.The geoid height was determined by GEOID03.
 BX2138
 BX2138;                    North         East    Units  Estimated Accuracy
 BX2138;SPC TX C     - 3,187,160.    1,304,420.      MT  (+/- 180 meters Scaled)
 BX2138
 BX2138                          SUPERSEDED SURVEY CONTROL
 BX2138
 BX2138  NGVD 29 (??/??/??)   57.795  (m)          189.62   (f) ADJUSTED    ?  
 BX2138
 BX2138.Superseded values are not recommended for survey control.
 BX2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2138.See file dsdata.txt to determine how the superseded data were derived.
 BX2138
 BX2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ059521(NAD 83)
 BX2138_MARKER: Z = SEE DESCRIPTION
 BX2138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2138_SP_SET: RAIL
 BX2138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2138
 BX2138  HISTORY     - Date     Condition        Report By
 BX2138  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2138  HISTORY     - 1932     GOOD             CGS
 BX2138  HISTORY     - 1934     GOOD             CGS
 BX2138
 BX2138                          STATION DESCRIPTION
 BX2138
 BX2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX2138'3.25 MI N FROM BROOKELAND.
 BX2138'3.25 MILES NORTH OF THE STATION AT BROOKELAND ON THE G.C. AND
 BX2138'S.F.R.R., VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, NO
 BX2138'ELEVATION GIVEN, 25 FEET WEST OF THE TRACK, 3 FEET NORTHWEST OF MILE
 BX2138'POLE NO. 94, 50 FEET NORTHWEST OF MILE RAIL NO. 94.
 BX2138
 BX2138                          STATION RECOVERY (1934)
 BX2138
 BX2138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BX2138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0790 ***********************************************************************
 CA0790  DESIGNATION -  1894 USGS
 CA0790  PID         -  CA0790
 CA0790  STATE/COUNTY-  TX/MCCULLOCH
 CA0790  USGS QUAD   -  BRADY SW (1987)
 CA0790
 CA0790                         *CURRENT SURVEY CONTROL
 CA0790  ___________________________________________________________________
 CA0790* NAD 83(1986)-  31 02 10.     (N)    099 24 48.     (W)     SCALED    
 CA0790* NAVD 88     -       577.412  (meters)    1894.39   (feet)  ADJUSTED  
 CA0790  ___________________________________________________________________
 CA0790  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CA0790  DYNAMIC HT  -         576.627 (meters)    1891.82  (feet)  COMP
 CA0790  MODELED GRAV-     979,263.4   (mgal)                       NAVD 88
 CA0790
 CA0790  VERT ORDER  -  FIRST     CLASS II
 CA0790
 CA0790.The horizontal coordinates were scaled from a topographic map and have
 CA0790.an estimated accuracy of +/- 6 seconds.
 CA0790
 CA0790.The orthometric height was determined by differential leveling
 CA0790.and adjusted by the National Geodetic Survey in June 1991..
 CA0790
 CA0790.The geoid height was determined by GEOID03.
 CA0790
 CA0790.The dynamic height is computed by dividing the NAVD 88
 CA0790.geopotential number by the normal gravity value computed on the
 CA0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0790.degrees latitude (g = 980.6199 gals.).
 CA0790
 CA0790.The modeled gravity was interpolated from observed gravity values.
 CA0790
 CA0790;                    North         East    Units  Estimated Accuracy
 CA0790;SPC TX C     - 3,152,170.      787,820.      MT  (+/- 180 meters Scaled)
 CA0790
 CA0790                          SUPERSEDED SURVEY CONTROL
 CA0790
 CA0790.No superseded survey control is available for this station.
 CA0790
 CA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV605336(NAD 83)
 CA0790_MARKER: DB = BENCH MARK DISK
 CA0790_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CA0790_SP_SET: HEADWALL
 CA0790_STAMPING: 1894 7 RES 1962
 CA0790_MARK LOGO: USGS  
 CA0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0790+STABILITY: SURFACE MOTION
 CA0790
 CA0790  HISTORY     - Date     Condition        Report By
 CA0790  HISTORY     - 1962     MONUMENTED       USGS
 CA0790  HISTORY     - 1981     GOOD             NGS
 CA0790  HISTORY     - 19990108 MARK NOT FOUND   USPSQD
 CA0790
 CA0790                          STATION DESCRIPTION
 CA0790
 CA0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0790'14.7 KM (9.15 MI) SW FROM BRADY.
 CA0790'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0790'THE COURTHOUSE IN BRADY, THENCE 12.4 KM (7.7 MI) SOUTHWESTERLY ALONG
 CA0790'U.S. HIGHWAY 190, 0.1 KM (0.05 MI) SOUTHWEST OF A GRAVELED ROAD
 CA0790'LEADING SOUTH, IN TOP OF THE WEST END OF THE NORTH HEADWALL OF A 6 BY
 CA0790'6 FT CONCRETE BOX CULVERT AND 5.5 METERS (18.0 FT) NORTH OF THE
 CA0790'CENTERLINE OF THE HIGHWAY.
 CA0790'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0790
 CA0790                          STATION RECOVERY (1999)
 CA0790
 CA0790'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0107 ***********************************************************************
 DN0107  DESIGNATION -  19
 DN0107  PID         -  DN0107
 DN0107  STATE/COUNTY-  TX/HUNT
 DN0107  USGS QUAD   -  GREENVILLE NW (1962)
 DN0107
 DN0107                         *CURRENT SURVEY CONTROL
 DN0107  ___________________________________________________________________
 DN0107* NAD 83(1986)-  33 10 41.     (N)    096 08 03.     (W)     SCALED    
 DN0107* NAVD 88     -       168.092  (meters)     551.48   (feet)  ADJUSTED  
 DN0107  ___________________________________________________________________
 DN0107  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN0107  DYNAMIC HT  -         167.910 (meters)     550.88  (feet)  COMP
 DN0107  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 DN0107
 DN0107  VERT ORDER  -  FIRST     CLASS II
 DN0107
 DN0107.The horizontal coordinates were scaled from a topographic map and have
 DN0107.an estimated accuracy of +/- 6 seconds.
 DN0107
 DN0107.The orthometric height was determined by differential leveling
 DN0107.and adjusted by the National Geodetic Survey in June 1991..
 DN0107
 DN0107.The geoid height was determined by GEOID03.
 DN0107
 DN0107.The dynamic height is computed by dividing the NAVD 88
 DN0107.geopotential number by the normal gravity value computed on the
 DN0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0107.degrees latitude (g = 980.6199 gals.).
 DN0107
 DN0107.The modeled gravity was interpolated from observed gravity values.
 DN0107
 DN0107;                    North         East    Units  Estimated Accuracy
 DN0107;SPC TXNC     - 2,170,080.      820,600.      MT  (+/- 180 meters Scaled)
 DN0107
 DN0107                          SUPERSEDED SURVEY CONTROL
 DN0107
 DN0107  NGVD 29 (??/??/92)  168.083  (m)          551.45   (f) ADJ UNCH    1 2
 DN0107
 DN0107.Superseded values are not recommended for survey control.
 DN0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0107.See file dsdata.txt to determine how the superseded data were derived.
 DN0107
 DN0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB672746(NAD 83)
 DN0107_MARKER: S = SPIKE
 DN0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0107_SP_SET: CULVERT
 DN0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0107
 DN0107  HISTORY     - Date     Condition        Report By
 DN0107  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0107  HISTORY     - 1933     GOOD             NGS
 DN0107  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0107
 DN0107                          STATION DESCRIPTION
 DN0107
 DN0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0107'3.0 MI NW FROM GREENVILLE.
 DN0107'3.0 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0107'FROM GREENVILLE, HUNT COUNTY, AT MILEPOST 710, AT A CONCRETE CULVERT,
 DN0107'AND IN THE TOP OF THE NORTH END OF THE WEST HEADWALL.  A RAILROAD
 DN0107'SPIKE.
 DN0107
 DN0107                          STATION RECOVERY (1986)
 DN0107
 DN0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0672 ***********************************************************************
 FL0672  DESIGNATION -  19
 FL0672  PID         -  FL0672
 FL0672  STATE/COUNTY-  TX/GRAY
 FL0672  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL0672
 FL0672                         *CURRENT SURVEY CONTROL
 FL0672  ___________________________________________________________________
 FL0672* NAD 83(1986)-  35 32 29.     (N)    100 37 21.     (W)     SCALED    
 FL0672* NAVD 88     -       928.847  (meters)    3047.39   (feet)  ADJUSTED  
 FL0672  ___________________________________________________________________
 FL0672  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 FL0672  DYNAMIC HT  -         927.836 (meters)    3044.08  (feet)  COMP
 FL0672  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 FL0672
 FL0672  VERT ORDER  -  SECOND    CLASS 0
 FL0672
 FL0672.The horizontal coordinates were scaled from a topographic map and have
 FL0672.an estimated accuracy of +/- 6 seconds.
 FL0672
 FL0672.The orthometric height was determined by differential leveling
 FL0672.and adjusted by the National Geodetic Survey in June 1991..
 FL0672
 FL0672.The geoid height was determined by GEOID03.
 FL0672
 FL0672.The dynamic height is computed by dividing the NAVD 88
 FL0672.geopotential number by the normal gravity value computed on the
 FL0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0672.degrees latitude (g = 980.6199 gals.).
 FL0672
 FL0672.The modeled gravity was interpolated from observed gravity values.
 FL0672
 FL0672;                    North         East    Units  Estimated Accuracy
 FL0672;SPC TX N     - 1,171,350.      279,570.      MT  (+/- 180 meters Scaled)
 FL0672
 FL0672                          SUPERSEDED SURVEY CONTROL
 FL0672
 FL0672  NGVD 29 (??/??/92)  928.482  (m)         3046.19   (f) ADJ UNCH    2 0
 FL0672
 FL0672.Superseded values are not recommended for survey control.
 FL0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0672.See file dsdata.txt to determine how the superseded data were derived.
 FL0672
 FL0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE529342(NAD 83)
 FL0672_MARKER: B = BOLT
 FL0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0672+STABILITY: SURFACE MOTION
 FL0672
 FL0672  HISTORY     - Date     Condition        Report By
 FL0672  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0672  HISTORY     - 1935     GOOD             NGS
 FL0672  HISTORY     - 1943     POOR             NGS
 FL0672
 FL0672                          STATION DESCRIPTION
 FL0672
 FL0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0672'0.5 MI E FROM LAKETON.
 FL0672'ALONG AT AND SF RAILROAD BETWEEN LAKETON AND GAGEBY.  111.5 FEET
 FL0672'SOUTHEAST OF MILE POST NO. 19.  47.3 FEET SOUTH OF SOUTH RAIL.  1.3
 FL0672'FEET NORTH OF RIGHT-OF-WAY FENCE.
 FL0672
 FL0672                          STATION RECOVERY (1943)
 FL0672
 FL0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0672'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1125 ***********************************************************************
 FL1125  DESIGNATION -  19
 FL1125  PID         -  FL1125
 FL1125  STATE/COUNTY-  TX/POTTER
 FL1125  USGS QUAD   -  PUENTE (1953)
 FL1125
 FL1125                         *CURRENT SURVEY CONTROL
 FL1125  ___________________________________________________________________
 FL1125* NAD 83(1986)-  35 26 52.     (N)    101 53 07.     (W)     SCALED    
 FL1125* NAVD 88     -       952.813  (meters)    3126.02   (feet)  ADJUSTED  
 FL1125  ___________________________________________________________________
 FL1125  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL1125  DYNAMIC HT  -         951.712 (meters)    3122.41  (feet)  COMP
 FL1125  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 FL1125
 FL1125  VERT ORDER  -  SECOND    CLASS 0
 FL1125
 FL1125.The horizontal coordinates were scaled from a topographic map and have
 FL1125.an estimated accuracy of +/- 6 seconds.
 FL1125
 FL1125.The orthometric height was determined by differential leveling
 FL1125.and adjusted by the National Geodetic Survey in June 1991..
 FL1125
 FL1125.The geoid height was determined by GEOID03.
 FL1125
 FL1125.The dynamic height is computed by dividing the NAVD 88
 FL1125.geopotential number by the normal gravity value computed on the
 FL1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1125.degrees latitude (g = 980.6199 gals.).
 FL1125
 FL1125.The modeled gravity was interpolated from observed gravity values.
 FL1125
 FL1125;                    North         East    Units  Estimated Accuracy
 FL1125;SPC TX N     - 1,160,680.      165,030.      MT  (+/- 180 meters Scaled)
 FL1125
 FL1125                          SUPERSEDED SURVEY CONTROL
 FL1125
 FL1125  NGVD 29 (??/??/92)  952.346  (m)         3124.49   (f) ADJ UNCH    2 0
 FL1125
 FL1125.Superseded values are not recommended for survey control.
 FL1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1125.See file dsdata.txt to determine how the superseded data were derived.
 FL1125
 FL1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE381265(NAD 83)
 FL1125_MARKER: B = BOLT
 FL1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1125+STABILITY: SURFACE MOTION
 FL1125
 FL1125  HISTORY     - Date     Condition        Report By
 FL1125  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1125  HISTORY     - 1934     GOOD             NGS
 FL1125
 FL1125                          STATION DESCRIPTION
 FL1125
 FL1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1125'20.4 MI N FROM AMARILLO.
 FL1125'20.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1125'AMARILLO, POTTER COUNTY, OPPOSITE MILEPOST 19, 198 FEET WEST OF THE
 FL1125'CENTER LINE OF THE TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 FL1125'AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0787 ***********************************************************************
 AJ0787  DESIGNATION -  19
 AJ0787  PID         -  AJ0787
 AJ0787  STATE/COUNTY-  TX/WEBB
 AJ0787  USGS QUAD   -  BURRITO TANK (1980)
 AJ0787
 AJ0787                         *CURRENT SURVEY CONTROL
 AJ0787  ___________________________________________________________________
 AJ0787* NAD 83(1986)-  27 30 41.     (N)    099 14 35.     (W)     SCALED    
 AJ0787* NAVD 88     -       166.865  (meters)     547.46   (feet)  ADJUSTED  
 AJ0787  ___________________________________________________________________
 AJ0787  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AJ0787  DYNAMIC HT  -         166.601 (meters)     546.59  (feet)  COMP
 AJ0787  MODELED GRAV-     979,057.0   (mgal)                       NAVD 88
 AJ0787
 AJ0787  VERT ORDER  -  FIRST     CLASS II
 AJ0787
 AJ0787.The horizontal coordinates were scaled from a topographic map and have
 AJ0787.an estimated accuracy of +/- 6 seconds.
 AJ0787
 AJ0787.The orthometric height was determined by differential leveling
 AJ0787.and adjusted by the National Geodetic Survey in June 1991..
 AJ0787
 AJ0787.The geoid height was determined by GEOID03.
 AJ0787
 AJ0787.The dynamic height is computed by dividing the NAVD 88
 AJ0787.geopotential number by the normal gravity value computed on the
 AJ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0787.degrees latitude (g = 980.6199 gals.).
 AJ0787
 AJ0787.The modeled gravity was interpolated from observed gravity values.
 AJ0787
 AJ0787;                    North         East    Units  Estimated Accuracy
 AJ0787;SPC TX S     - 5,204,600.      226,590.      MT  (+/- 180 meters Scaled)
 AJ0787
 AJ0787                          SUPERSEDED SURVEY CONTROL
 AJ0787
 AJ0787  NGVD 29 (??/??/92)  166.877  (m)          547.50   (f) ADJ UNCH    1 2
 AJ0787
 AJ0787.Superseded values are not recommended for survey control.
 AJ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0787.See file dsdata.txt to determine how the superseded data were derived.
 AJ0787
 AJ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR759431(NAD 83)
 AJ0787_MARKER: DB = BENCH MARK DISK
 AJ0787_SETTING: 0 = UNSPECIFIED SETTING
 AJ0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0787
 AJ0787  HISTORY     - Date     Condition        Report By
 AJ0787  HISTORY     - UNK      MONUMENTED       CGS
 AJ0787  HISTORY     - 1965     GOOD             USGS
 AJ0787
 AJ0787                          STATION DESCRIPTION
 AJ0787
 AJ0787'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ0787'12.0 MI W FROM AGUILARES.
 AJ0787'12.0 MILES WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE POST OFFICE
 AJ0787'AT AGUILARES, WEBB COUNTY, 2 FEET NORTH OF MILEPOST 19, 7 FEET SOUTH
 AJ0787'OF THE ROW FENCE, 45 FEET NORTH OF THE CENTERLINE OF THE RAILROAD, 475
 AJ0787'FEET NORTHEAST OF THE CENTERLINE OF THE RAILROAD AT A FIELD LINE NORTH
 AJ0787'WHERE THE BRUSH HAS BEEN CLEARED, THE HIGHEST POINT OF A SECTION OF
 AJ0787'RAIL WHICH PROJECTS 0.1 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0984 ***********************************************************************
 AB0984  DESIGNATION -  19 1919 USGS
 AB0984  PID         -  AB0984
 AB0984  STATE/COUNTY-  TX/KENEDY
 AB0984  USGS QUAD   -  RUDOLPH (1982)
 AB0984
 AB0984                         *CURRENT SURVEY CONTROL
 AB0984  ___________________________________________________________________
 AB0984* NAD 83(1986)-  26 39 49.     (N)    097 46 07.     (W)     SCALED    
 AB0984* NAVD 88     -         7.806  (meters)      25.61   (feet)  ADJUSTED  
 AB0984  ___________________________________________________________________
 AB0984  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AB0984  DYNAMIC HT  -           7.794 (meters)      25.57  (feet)  COMP
 AB0984  MODELED GRAV-     979,059.6   (mgal)                       NAVD 88
 AB0984
 AB0984  VERT ORDER  -  FIRST     CLASS II
 AB0984
 AB0984.The horizontal coordinates were scaled from a topographic map and have
 AB0984.an estimated accuracy of +/- 6 seconds.
 AB0984
 AB0984.The orthometric height was determined by differential leveling
 AB0984.and adjusted by the National Geodetic Survey in June 1991..
 AB0984
 AB0984.The geoid height was determined by GEOID03.
 AB0984
 AB0984.The dynamic height is computed by dividing the NAVD 88
 AB0984.geopotential number by the normal gravity value computed on the
 AB0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0984.degrees latitude (g = 980.6199 gals.).
 AB0984
 AB0984.The modeled gravity was interpolated from observed gravity values.
 AB0984
 AB0984;                    North         East    Units  Estimated Accuracy
 AB0984;SPC TX S     - 5,110,660.      372,800.      MT  (+/- 180 meters Scaled)
 AB0984
 AB0984                          SUPERSEDED SURVEY CONTROL
 AB0984
 AB0984  NGVD 29 (??/??/92)    7.893  (m)           25.90   (f) ADJ UNCH    1 2
 AB0984
 AB0984.Superseded values are not recommended for survey control.
 AB0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0984.See file dsdata.txt to determine how the superseded data were derived.
 AB0984
 AB0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ225497(NAD 83)
 AB0984_MARKER: P = PIPE CAP
 AB0984_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB0984_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB0984_STAMPING: PRIM TRAV STA NO 19 1919
 AB0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0984
 AB0984  HISTORY     - Date     Condition        Report By
 AB0984  HISTORY     - 1919     MONUMENTED       USGS
 AB0984  HISTORY     - 1951     GOOD             NGS
 AB0984  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0984  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0984
 AB0984                          STATION DESCRIPTION
 AB0984
 AB0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0984'8.6 MI S FROM NORIAS.
 AB0984'8.6 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0984'FROM THE STATION AT NORIAS, 1.6 MILES SOUTH OF THE WATER TANK AT
 AB0984'RUDOLPH, 38 FEET WEST OF THE WEST RAIL, 7 FEET SOUTHWEST OF MILEPOST
 AB0984'59, 9.4 FEET EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, RIVETED
 AB0984'ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.1 FEET ABOVE THE GROUND.
 AB0984'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0984
 AB0984                          STATION RECOVERY (1981)
 AB0984
 AB0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0984'SEARCHED FOR, NOT RECOVERED.
 AB0984
 AB0984                          STATION RECOVERY (1988)
 AB0984
 AB0984'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0284 ***********************************************************************
 DO0284  DESIGNATION -  19 A
 DO0284  PID         -  DO0284
 DO0284  STATE/COUNTY-  TX/YOUNG
 DO0284  USGS QUAD   -  SOUTH BEND (1981)
 DO0284
 DO0284                         *CURRENT SURVEY CONTROL
 DO0284  ___________________________________________________________________
 DO0284* NAD 83(1986)-  33 00 15.     (N)    098 40 09.     (W)     SCALED    
 DO0284* NAVD 88     -       316.381  (meters)    1037.99   (feet)  ADJUSTED  
 DO0284  ___________________________________________________________________
 DO0284  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DO0284  DYNAMIC HT  -         315.999 (meters)    1036.74  (feet)  COMP
 DO0284  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 DO0284
 DO0284  VERT ORDER  -  SECOND    CLASS 0
 DO0284
 DO0284.The horizontal coordinates were scaled from a topographic map and have
 DO0284.an estimated accuracy of +/- 6 seconds.
 DO0284
 DO0284.The orthometric height was determined by differential leveling
 DO0284.and adjusted by the National Geodetic Survey in June 1991..
 DO0284
 DO0284.The geoid height was determined by GEOID03.
 DO0284
 DO0284.The dynamic height is computed by dividing the NAVD 88
 DO0284.geopotential number by the normal gravity value computed on the
 DO0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0284.degrees latitude (g = 980.6199 gals.).
 DO0284
 DO0284.The modeled gravity was interpolated from observed gravity values.
 DO0284
 DO0284;                    North         East    Units  Estimated Accuracy
 DO0284;SPC TXNC     - 2,148,330.      584,190.      MT  (+/- 180 meters Scaled)
 DO0284
 DO0284                          SUPERSEDED SURVEY CONTROL
 DO0284
 DO0284  NGVD 29 (??/??/92)  316.294  (m)         1037.71   (f) ADJ UNCH    2 0
 DO0284
 DO0284.Superseded values are not recommended for survey control.
 DO0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0284.See file dsdata.txt to determine how the superseded data were derived.
 DO0284
 DO0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB309517(NAD 83)
 DO0284_MARKER: DD = SURVEY DISK
 DO0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0284_STAMPING: 19 A 1924
 DO0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0284+STABILITY: SURFACE MOTION
 DO0284
 DO0284  HISTORY     - Date     Condition        Report By
 DO0284  HISTORY     - 1924     MONUMENTED       USGS
 DO0284  HISTORY     - 1957     GOOD             NGS
 DO0284  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0284  HISTORY     - 20010325 POOR             USPSQD
 DO0284  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0284
 DO0284                          STATION DESCRIPTION
 DO0284
 DO0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0284'IN SOUTH BEND.
 DO0284'AT SOUTH BEND, YOUNG COUNTY, NORTHWEST OF THE INTERSECTION OF THE MAIN
 DO0284'STREET AND THE ELIASVILLE ROAD, AT THE METHODIST CHURCH, NEAR THE
 DO0284'SOUTHEAST CORNER OF THE BUILDING, AND 2 FEET NORTH AND 3 FEET WEST OF
 DO0284'THE SOUTHEAST CORNER OF THE PORTICO ENTRANCE. A UNITED STATES
 DO0284'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 19 A 1924 AND SET IN THE TOP
 DO0284'OF A CONCRETE POST.
 DO0284
 DO0284                          STATION RECOVERY (1984)
 DO0284
 DO0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0284'MARK NOT FOUND.
 DO0284
 DO0284                          STATION RECOVERY (2001)
 DO0284
 DO0284'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0284'POST BROKEN-DISK GONE
 DO0284
 DO0284                          STATION RECOVERY (2005)
 DO0284
 DO0284'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0933 ***********************************************************************
 AH0933  DESIGNATION -  19 A
 AH0933  PID         -  AH0933
 AH0933  STATE/COUNTY-  TX/JIM WELLS
 AH0933  USGS QUAD   -  ORANGE GROVE (1979)
 AH0933
 AH0933                         *CURRENT SURVEY CONTROL
 AH0933  ___________________________________________________________________
 AH0933* NAD 83(1986)-  27 52 52.     (N)    097 59 07.     (W)     SCALED    
 AH0933* NAVD 88     -        48.718  (meters)     159.84   (feet)  POSTED    
 AH0933  ___________________________________________________________________
 AH0933  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH0933  DYNAMIC HT  -          48.640 (meters)     159.58  (feet)  COMP
 AH0933  MODELED GRAV-     979,111.9   (mgal)                       NAVD 88
 AH0933
 AH0933  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AH0933
 AH0933.The horizontal coordinates were scaled from a topographic map and have
 AH0933.an estimated accuracy of +/- 6 seconds.
 AH0933
 AH0933.The orthometric height was determined by differential leveling
 AH0933.and adjusted by the National Geodetic Survey in 1992..
 AH0933.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AH0933.rate of 1.1 thru 2.0 mm/km.
 AH0933
 AH0933.The geoid height was determined by GEOID03.
 AH0933
 AH0933.The dynamic height is computed by dividing the NAVD 88
 AH0933.geopotential number by the normal gravity value computed on the
 AH0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0933.degrees latitude (g = 980.6199 gals.).
 AH0933
 AH0933.The modeled gravity was interpolated from observed gravity values.
 AH0933
 AH0933;                    North         East    Units  Estimated Accuracy
 AH0933;SPC TX S     - 5,245,460.      350,690.      MT  (+/- 180 meters Scaled)
 AH0933
 AH0933                          SUPERSEDED SURVEY CONTROL
 AH0933
 AH0933  NGVD 29 (??/??/92)   48.810  (m)          160.14   (f) ADJ UNCH    2 0
 AH0933
 AH0933.Superseded values are not recommended for survey control.
 AH0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0933.See file dsdata.txt to determine how the superseded data were derived.
 AH0933
 AH0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR998844(NAD 83)
 AH0933_MARKER: DD = SURVEY DISK
 AH0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0933_STAMPING: TEXAS 1923 19 A
 AH0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0933+STABILITY: SURFACE MOTION
 AH0933
 AH0933  HISTORY     - Date     Condition        Report By
 AH0933  HISTORY     - 1923     MONUMENTED       USGS
 AH0933  HISTORY     - 1953     MARK NOT FOUND   NGS
 AH0933  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0933  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AH0933
 AH0933                          STATION DESCRIPTION
 AH0933
 AH0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AH0933'IN ALFRED.
 AH0933'AT ALFRED, JIM WELLS COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, AT
 AH0933'THE PUBLIC SCHOOL, AT THE SOUTHWEST CORNER OF THE SCHOOL GROUNDS, ON
 AH0933'THE NORTH SIDE OF A ROAD LEADING EAST, AND INSIDE THE FENCE CORNER. A
 AH0933'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TEXAS 1923 19 A
 AH0933'AND SET IN THE TOP OF A CONCRETE POST.
 AH0933
 AH0933                          STATION RECOVERY (1975)
 AH0933
 AH0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0933'MARK NOT FOUND.
 AH0933
 AH0933                          STATION RECOVERY (2004)
 AH0933
 AH0933'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0042 ***********************************************************************
 DQ0042  DESIGNATION -  19 PSFRR
 DQ0042  PID         -  DQ0042
 DQ0042  STATE/COUNTY-  TX/HOCKLEY
 DQ0042  USGS QUAD   -  LEVELLAND EAST (1980)
 DQ0042
 DQ0042                         *CURRENT SURVEY CONTROL
 DQ0042  ___________________________________________________________________
 DQ0042* NAD 83(1986)-  33 35 33.     (N)    102 15 53.     (W)     SCALED    
 DQ0042* NAVD 88     -      1051.614  (meters)    3450.17   (feet)  ADJUSTED  
 DQ0042  ___________________________________________________________________
 DQ0042  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 DQ0042  DYNAMIC HT  -        1050.239 (meters)    3445.66  (feet)  COMP
 DQ0042  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 DQ0042
 DQ0042  VERT ORDER  -  SECOND    CLASS 0
 DQ0042
 DQ0042.The horizontal coordinates were scaled from a topographic map and have
 DQ0042.an estimated accuracy of +/- 6 seconds.
 DQ0042
 DQ0042.The orthometric height was determined by differential leveling
 DQ0042.and adjusted by the National Geodetic Survey in June 1991..
 DQ0042
 DQ0042.The geoid height was determined by GEOID03.
 DQ0042
 DQ0042.The dynamic height is computed by dividing the NAVD 88
 DQ0042.geopotential number by the normal gravity value computed on the
 DQ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0042.degrees latitude (g = 980.6199 gals.).
 DQ0042
 DQ0042.The modeled gravity was interpolated from observed gravity values.
 DQ0042
 DQ0042;                    North         East    Units  Estimated Accuracy
 DQ0042;SPC TXNC     - 2,219,820.      250,650.      MT  (+/- 180 meters Scaled)
 DQ0042
 DQ0042                          SUPERSEDED SURVEY CONTROL
 DQ0042
 DQ0042  NGVD 29 (??/??/92) 1051.22   (m)         3448.9    (f) COMPUTED    2 0
 DQ0042
 DQ0042.Superseded values are not recommended for survey control.
 DQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0042.See file dsdata.txt to determine how the superseded data were derived.
 DQ0042
 DQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT538203(NAD 83)
 DQ0042_MARKER: B = BOLT
 DQ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0042+STABILITY: SURFACE MOTION
 DQ0042
 DQ0042  HISTORY     - Date     Condition        Report By
 DQ0042  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0042  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0042
 DQ0042                          STATION DESCRIPTION
 DQ0042
 DQ0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0042'5.7 MI W FROM SMYER.
 DQ0042'5.7 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0042'STATION AT SMYER, HOCKLEY COUNTY, 117 FEET NORTHEAST OF MILEPOST 19,
 DQ0042'51 FEET NORTH OF THE CENTERLINE OF THE TRACK, 40 FEET SOUTH OF THE
 DQ0042'CENTERLINE OF A ROAD, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 DQ0042'TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0367 ***********************************************************************
 CU0367  DESIGNATION -  19 WDC
 CU0367  PID         -  CU0367
 CU0367  STATE/COUNTY-  TX/MITCHELL
 CU0367  USGS QUAD   -  PECAN CROSSING (1959)
 CU0367
 CU0367                         *CURRENT SURVEY CONTROL
 CU0367  ___________________________________________________________________
 CU0367* NAD 83(1986)-  32 09 48.     (N)    100 45 13.     (W)     SCALED    
 CU0367* NAVD 88     -       619.223  (meters)    2031.57   (feet)  ADJUSTED  
 CU0367  ___________________________________________________________________
 CU0367  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CU0367  DYNAMIC HT  -         618.399 (meters)    2028.86  (feet)  COMP
 CU0367  MODELED GRAV-     979,289.6   (mgal)                       NAVD 88
 CU0367
 CU0367  VERT ORDER  -  SECOND    CLASS 0
 CU0367
 CU0367.The horizontal coordinates were scaled from a topographic map and have
 CU0367.an estimated accuracy of +/- 6 seconds.
 CU0367
 CU0367.The orthometric height was determined by differential leveling
 CU0367.and adjusted by the National Geodetic Survey in June 1991..
 CU0367
 CU0367.The geoid height was determined by GEOID03.
 CU0367
 CU0367.The dynamic height is computed by dividing the NAVD 88
 CU0367.geopotential number by the normal gravity value computed on the
 CU0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0367.degrees latitude (g = 980.6199 gals.).
 CU0367
 CU0367.The modeled gravity was interpolated from observed gravity values.
 CU0367
 CU0367;                    North         East    Units  Estimated Accuracy
 CU0367;SPC TXNC     - 2,057,360.      387,450.      MT  (+/- 180 meters Scaled)
 CU0367
 CU0367                          SUPERSEDED SURVEY CONTROL
 CU0367
 CU0367  NGVD 29 (??/??/92)  619.027  (m)         2030.92   (f) ADJ UNCH    2 0
 CU0367
 CU0367.Superseded values are not recommended for survey control.
 CU0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0367.See file dsdata.txt to determine how the superseded data were derived.
 CU0367
 CU0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA346598(NAD 83)
 CU0367_MARKER: DD = SURVEY DISK
 CU0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0367_STAMPING: 19 WDC 1958 2031
 CU0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0367+STABILITY: SURFACE MOTION
 CU0367
 CU0367  HISTORY     - Date     Condition        Report By
 CU0367  HISTORY     - 1958     MONUMENTED       USGS
 CU0367  HISTORY     - 1961     GOOD             NGS
 CU0367
 CU0367                          STATION DESCRIPTION
 CU0367
 CU0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0367'7.75 MI NW FROM SILVER.
 CU0367'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0367'AT SILVER, THENCE 7.15 MILES NORTHWEST ALONG STATE HIGHWAY 208, 0.8
 CU0367'MILE NORTHWEST OF A CONCRETE HIGHWAY BRIDGE OVER BIG SILVER CREEK, 55
 CU0367'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 182 FEET NORTHWEST
 CU0367'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A PRIVATE ROAD
 CU0367'LEADING SOUTH ALONG THE EAST SIDE OF A FENCE, 4 FEET SOUTHWEST OF A
 CU0367'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CU0367'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0189 ***********************************************************************
 CR0189  DESIGNATION -  190
 CR0189  PID         -  CR0189
 CR0189  STATE/COUNTY-  TX/RUSK
 CR0189  USGS QUAD   -  TATUM (1983)
 CR0189
 CR0189                         *CURRENT SURVEY CONTROL
 CR0189  ___________________________________________________________________
 CR0189* NAD 83(1986)-  32 20 34.     (N)    094 31 19.     (W)     SCALED    
 CR0189* NAVD 88     -        93.92   (+/-2cm)     308.1    (feet)  VERTCON   
 CR0189  ___________________________________________________________________
 CR0189  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0189
 CR0189  VERT ORDER  -  ? (See Below)
 CR0189
 CR0189.The horizontal coordinates were scaled from a topographic map and have
 CR0189.an estimated accuracy of +/- 6 seconds.
 CR0189
 CR0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0189.The vertical order pertains to the NGVD 29 superseded value.
 CR0189
 CR0189.The geoid height was determined by GEOID03.
 CR0189
 CR0189;                    North         East    Units  Estimated Accuracy
 CR0189;SPC TXNC     - 2,082,060.      974,390.      MT  (+/- 180 meters Scaled)
 CR0189
 CR0189                          SUPERSEDED SURVEY CONTROL
 CR0189
 CR0189  NGVD 29 (??/??/92)   93.956  (m)          308.25   (f) ADJ UNCH    ?  
 CR0189
 CR0189.Superseded values are not recommended for survey control.
 CR0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0189.See file dsdata.txt to determine how the superseded data were derived.
 CR0189
 CR0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR567794(NAD 83)
 CR0189_MARKER: Z = SEE DESCRIPTION
 CR0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0189_SP_SET: RAIL
 CR0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0189
 CR0189  HISTORY     - Date     Condition        Report By
 CR0189  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0189  HISTORY     - 1934     GOOD             NGS
 CR0189
 CR0189                          STATION DESCRIPTION
 CR0189
 CR0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0189'2.0 MI NW FROM TATUM.
 CR0189'2.0 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0189'TATUM, RUSK COUNTY, AND NEAR MILEPOST 190.  THE TOP OF A VERTICAL
 CR0189'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0056 ***********************************************************************
 CR0056  DESIGNATION -  190
 CR0056  PID         -  CR0056
 CR0056  STATE/COUNTY-  TX/MARION
 CR0056  USGS QUAD   -  JEFFERSON (1962)
 CR0056
 CR0056                         *CURRENT SURVEY CONTROL
 CR0056  ___________________________________________________________________
 CR0056* NAD 83(1986)-  32 47 35.     (N)    094 19 48.     (W)     SCALED    
 CR0056* NAVD 88     -        57.841  (meters)     189.77   (feet)  ADJUSTED  
 CR0056  ___________________________________________________________________
 CR0056  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR0056  DYNAMIC HT  -          57.777 (meters)     189.56  (feet)  COMP
 CR0056  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 CR0056
 CR0056  VERT ORDER  -  SECOND    CLASS 0
 CR0056
 CR0056.The horizontal coordinates were scaled from a topographic map and have
 CR0056.an estimated accuracy of +/- 6 seconds.
 CR0056
 CR0056.The orthometric height was determined by differential leveling
 CR0056.and adjusted by the National Geodetic Survey in June 1991..
 CR0056
 CR0056.The geoid height was determined by GEOID03.
 CR0056
 CR0056.The dynamic height is computed by dividing the NAVD 88
 CR0056.geopotential number by the normal gravity value computed on the
 CR0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0056.degrees latitude (g = 980.6199 gals.).
 CR0056
 CR0056.The modeled gravity was interpolated from observed gravity values.
 CR0056
 CR0056;                    North         East    Units  Estimated Accuracy
 CR0056;SPC TXNC     - 2,132,660.      990,460.      MT  (+/- 180 meters Scaled)
 CR0056
 CR0056                          SUPERSEDED SURVEY CONTROL
 CR0056
 CR0056  NGVD 29 (??/??/92)   57.891  (m)          189.93   (f) ADJ UNCH    2 0
 CR0056
 CR0056.Superseded values are not recommended for survey control.
 CR0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0056.See file dsdata.txt to determine how the superseded data were derived.
 CR0056
 CR0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS754291(NAD 83)
 CR0056_MARKER: P = PIPE CAP
 CR0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0056_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0056_STAMPING: 190 ADJ 1903 STA 346
 CR0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0056
 CR0056  HISTORY     - Date     Condition        Report By
 CR0056  HISTORY     - 1903     MONUMENTED       USGS
 CR0056  HISTORY     - 1935     MARK NOT FOUND   NGS
 CR0056  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0056
 CR0056                          STATION DESCRIPTION
 CR0056
 CR0056'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 CR0056'2.7 MI NE FROM JEFFERSON.
 CR0056'ABOUT 2.7 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 CR0056'JEFFERSON, MARION COUNTY, AT MILEAGE 48.5, ABOUT 35 FEET NORTH OF A
 CR0056'LANE CROSSING, AND 20 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 CR0056'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 190 ADJ 1903 STA
 CR0056'346 AND RIVETED ON THE TOP OF A  3-1/2-INCH IRON PIPE.
 CR0056
 CR0056                          STATION RECOVERY (1935)
 CR0056
 CR0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0056'MARK NOT FOUND.
 CR0056
 CR0056                          STATION RECOVERY (2003)
 CR0056
 CR0056'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1287 ***********************************************************************
 AW1287  DESIGNATION -  190 TXGS
 AW1287  PID         -  AW1287
 AW1287  STATE/COUNTY-  TX/HARRIS
 AW1287  USGS QUAD   -  PASADENA (1995)
 AW1287
 AW1287                         *CURRENT SURVEY CONTROL
 AW1287  ___________________________________________________________________
 AW1287* NAD 83(1986)-  29 39 56.     (N)    095 10 45.     (W)     SCALED    
 AW1287* NAVD 88     -        12.07   (+/-2cm)      39.6    (feet)  VERTCON   
 AW1287  ___________________________________________________________________
 AW1287  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1287
 AW1287  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1287
 AW1287.The horizontal coordinates were scaled from a topographic map and have
 AW1287.an estimated accuracy of +/- 6 seconds.
 AW1287
 AW1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1287.The vertical order pertains to the NGVD 29 superseded value.
 AW1287
 AW1287.The geoid height was determined by GEOID03.
 AW1287
 AW1287;                    North         East    Units  Estimated Accuracy
 AW1287;SPC TXSC     - 4,209,100.      969,780.      MT  (+/- 180 meters Scaled)
 AW1287
 AW1287                          SUPERSEDED SURVEY CONTROL
 AW1287
 AW1287  NGVD 29 (??/??/92)   12.066  (m)           39.59   (f) ADJ UNCH    1 2
 AW1287
 AW1287.Superseded values are not recommended for survey control.
 AW1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1287.See file dsdata.txt to determine how the superseded data were derived.
 AW1287
 AW1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN890837(NAD 83)
 AW1287_MARKER: DB = BENCH MARK DISK
 AW1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1287_STAMPING: 190
 AW1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1287+STABILITY: SURFACE MOTION
 AW1287
 AW1287  HISTORY     - Date     Condition        Report By
 AW1287  HISTORY     - UNK      MONUMENTED       TXGS
 AW1287  HISTORY     - 1958     GOOD             NGS
 AW1287  HISTORY     - 1964     GOOD             NGS
 AW1287  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1287  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1287  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1287  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1287  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1287  HISTORY     - 1988     GOOD             USPSQD
 AW1287  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1287  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1287  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1287  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1287  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1287  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1287  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1287  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AW1287  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AW1287  HISTORY     - 20030925 MARK NOT FOUND   USPSQD
 AW1287
 AW1287                          STATION DESCRIPTION
 AW1287
 AW1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1287'3.35 MI E FROM DUMONT (SOUTH HOUSTON).
 AW1287'ABOUT 3.35 MILES EAST ALONG THE SPENCER HIGHWAY FROM THE GALVESTON,
 AW1287'HOUSTON AND HENDERSON RAILROAD FROM THE STATION AT DUMONT, 51 FEET
 AW1287'NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTER
 AW1287'LINE OF WATTERS ROAD, 16 FEET SOUTH OF A 13-INCH COTTONWOOD TREE, 15
 AW1287'FEET NORTHEAST OF THE NORTH END OF A SMALL CONCRETE HEAD WALL OF A
 AW1287'CULVERT UNDER WATTERS ROAD, 3 FEET NORTHEAST OF A TELEPHONE POLE, 1
 AW1287'FOOT SOUTH OF A WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 AW1287'6-INCHES BELOW THE SURFACE.
 AW1287
 AW1287                          STATION RECOVERY (1964)
 AW1287
 AW1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1287'RECOVERED IN GOOD CONDITION.
 AW1287
 AW1287                          STATION RECOVERY (1978)
 AW1287
 AW1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1287'NOT RECOVERED.
 AW1287
 AW1287                          STATION RECOVERY (1987)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1287'MARK NOT FOUND.
 AW1287
 AW1287                          STATION RECOVERY (1987)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCM)
 AW1287'MARK NOT FOUND.
 AW1287
 AW1287                          STATION RECOVERY (1987)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1287'MARK NOT FOUND.
 AW1287
 AW1287                          STATION RECOVERY (1988)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1287'MARK NOT FOUND.
 AW1287
 AW1287                          STATION RECOVERY (1988)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1287'RECOVERED IN GOOD CONDITION.
 AW1287
 AW1287                          STATION RECOVERY (1988)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW1287'MARK NOT FOUND.
 AW1287
 AW1287                          STATION RECOVERY (1988)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1287'MARK NOT FOUND.
 AW1287
 AW1287                          STATION RECOVERY (1988)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1287'MARK NOT FOUND.
 AW1287
 AW1287                          STATION RECOVERY (1989)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1287'MARK NOT FOUND.
 AW1287
 AW1287                          STATION RECOVERY (1989)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1287'MARK NOT FOUND.
 AW1287
 AW1287                          STATION RECOVERY (1989)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1287'MARK NOT FOUND.
 AW1287
 AW1287                          STATION RECOVERY (1998)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1287'MARK NOT FOUND.
 AW1287
 AW1287                          STATION RECOVERY (2002)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 AW1287'MARK NOT FOUND.
 AW1287
 AW1287                          STATION RECOVERY (2002)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 2002 (PM)
 AW1287'MARK NOT FOUND.
 AW1287
 AW1287                          STATION RECOVERY (2003)
 AW1287
 AW1287'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1287'THIS AREA IS NOW A FLOWER BED FOR A BANK AND ATM BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0692 ***********************************************************************
 CA0692  DESIGNATION -  1900.34
 CA0692  PID         -  CA0692
 CA0692  STATE/COUNTY-  TX/COLEMAN
 CA0692  USGS QUAD   -  TALPA (1987)
 CA0692
 CA0692                         *CURRENT SURVEY CONTROL
 CA0692  ___________________________________________________________________
 CA0692* NAD 83(1986)-  31 46 35.     (N)    099 43 37.     (W)     SCALED    
 CA0692* NAVD 88     -       579.676  (meters)    1901.82   (feet)  ADJUSTED  
 CA0692  ___________________________________________________________________
 CA0692  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CA0692  DYNAMIC HT  -         578.901 (meters)    1899.28  (feet)  COMP
 CA0692  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 CA0692
 CA0692  VERT ORDER  -  SECOND    CLASS 0
 CA0692
 CA0692.The horizontal coordinates were scaled from a topographic map and have
 CA0692.an estimated accuracy of +/- 6 seconds.
 CA0692
 CA0692.The orthometric height was determined by differential leveling
 CA0692.and adjusted by the National Geodetic Survey in June 1991..
 CA0692
 CA0692.The geoid height was determined by GEOID03.
 CA0692
 CA0692.The dynamic height is computed by dividing the NAVD 88
 CA0692.geopotential number by the normal gravity value computed on the
 CA0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0692.degrees latitude (g = 980.6199 gals.).
 CA0692
 CA0692.The modeled gravity was interpolated from observed gravity values.
 CA0692
 CA0692;                    North         East    Units  Estimated Accuracy
 CA0692;SPC TX C     - 3,234,040.      757,440.      MT  (+/- 180 meters Scaled)
 CA0692
 CA0692                          SUPERSEDED SURVEY CONTROL
 CA0692
 CA0692  NGVD 29 (??/??/92)  579.549  (m)         1901.40   (f) ADJ UNCH    2 0
 CA0692
 CA0692.Superseded values are not recommended for survey control.
 CA0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0692.See file dsdata.txt to determine how the superseded data were derived.
 CA0692
 CA0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA311158(NAD 83)
 CA0692_MARKER: Z = SEE DESCRIPTION
 CA0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0692_SP_SET: RAIL
 CA0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0692
 CA0692  HISTORY     - Date     Condition        Report By
 CA0692  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0692  HISTORY     - 1935     GOOD             NGS
 CA0692
 CA0692                          STATION DESCRIPTION
 CA0692
 CA0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0692'0.9 MI W FROM TALPA.
 CA0692'0.9 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0692'STATION AT TALPA, COLEMAN COUNTY, AT MILE ZONE 22+0319.1, AT STATION
 CA0692'1164+79.1, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE
 CA0692'HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0094 ***********************************************************************
 BM0094  DESIGNATION -  1909
 BM0094  PID         -  BM0094
 BM0094  STATE/COUNTY-  TX/WALLER
 BM0094  USGS QUAD   -  BUCKHORN (1989)
 BM0094
 BM0094                         *CURRENT SURVEY CONTROL
 BM0094  ___________________________________________________________________
 BM0094* NAD 83(1986)-  30 07 03.     (N)    096 11 20.     (W)     SCALED    
 BM0094* NAVD 88     -        52.42   (+/-2cm)     172.0    (feet)  VERTCON   
 BM0094  ___________________________________________________________________
 BM0094  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BM0094
 BM0094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0094
 BM0094.The horizontal coordinates were scaled from a topographic map and have
 BM0094.an estimated accuracy of +/- 6 seconds.
 BM0094
 BM0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0094.The vertical order pertains to the NGVD 29 superseded value.
 BM0094
 BM0094.The geoid height was determined by GEOID03.
 BM0094
 BM0094;                    North         East    Units  Estimated Accuracy
 BM0094;SPC TXSC     - 4,256,410.      870,880.      MT  (+/- 180 meters Scaled)
 BM0094
 BM0094                          SUPERSEDED SURVEY CONTROL
 BM0094
 BM0094  NGVD 29 (??/??/92)   52.403  (m)          171.93   (f) ADJ UNCH    2 0
 BM0094
 BM0094.Superseded values are not recommended for survey control.
 BM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0094.See file dsdata.txt to determine how the superseded data were derived.
 BM0094
 BM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU708351(NAD 83)
 BM0094_MARKER: DD = SURVEY DISK
 BM0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0094_SP_SET: PIER
 BM0094_STAMPING: 1909
 BM0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0094
 BM0094  HISTORY     - Date     Condition        Report By
 BM0094  HISTORY     - 1909     MONUMENTED       CGS
 BM0094  HISTORY     - 1934     GOOD             NGS
 BM0094  HISTORY     - 1954     GOOD             NGS
 BM0094
 BM0094                          STATION DESCRIPTION
 BM0094
 BM0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BM0094'4.4 MI E FROM CHAPEL HILL.
 BM0094'4.4 MILES EAST OF, ALONG TEXAS AND NEW ORLEANS RAILROAD SET HORIZONTAL
 BM0094'IN THE SOUTHEAST PIER OF THE BRAZOS RIVER RAILROAD BRIDGE. THE SURFACE
 BM0094'OF THIS MARK IS BADLY BATTERED BUT OTHERWISE IT IS IN GOOD CONDITION.
 BM0094
 BM0094                          STATION RECOVERY (1954)
 BM0094
 BM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0190 ***********************************************************************
 CR0190  DESIGNATION -  191
 CR0190  PID         -  CR0190
 CR0190  STATE/COUNTY-  TX/RUSK
 CR0190  USGS QUAD   -  TATUM (1983)
 CR0190
 CR0190                         *CURRENT SURVEY CONTROL
 CR0190  ___________________________________________________________________
 CR0190* NAD 83(1986)-  32 21 18.     (N)    094 31 32.     (W)     SCALED    
 CR0190* NAVD 88     -        83.43   (+/-2cm)     273.7    (feet)  VERTCON   
 CR0190  ___________________________________________________________________
 CR0190  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0190
 CR0190  VERT ORDER  -  ? (See Below)
 CR0190
 CR0190.The horizontal coordinates were scaled from a topographic map and have
 CR0190.an estimated accuracy of +/- 6 seconds.
 CR0190
 CR0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0190.The vertical order pertains to the NGVD 29 superseded value.
 CR0190
 CR0190.The geoid height was determined by GEOID03.
 CR0190
 CR0190;                    North         East    Units  Estimated Accuracy
 CR0190;SPC TXNC     - 2,083,410.      973,990.      MT  (+/- 180 meters Scaled)
 CR0190
 CR0190                          SUPERSEDED SURVEY CONTROL
 CR0190
 CR0190  NGVD 29 (??/??/92)   83.461  (m)          273.82   (f) ADJ UNCH    ?  
 CR0190
 CR0190.Superseded values are not recommended for survey control.
 CR0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0190.See file dsdata.txt to determine how the superseded data were derived.
 CR0190
 CR0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR564808(NAD 83)
 CR0190_MARKER: Z = SEE DESCRIPTION
 CR0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0190_SP_SET: RAIL
 CR0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0190
 CR0190  HISTORY     - Date     Condition        Report By
 CR0190  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0190  HISTORY     - 1934     GOOD             NGS
 CR0190
 CR0190                          STATION DESCRIPTION
 CR0190
 CR0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0190'3.0 MI NW FROM TATUM.
 CR0190'3.0 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0190'TATUM, RUSK COUNTY, AND NEAR MILEPOST 191.  THE TOP OF A VERTICAL
 CR0190'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0371 ***********************************************************************
 EM0371  DESIGNATION -  191.04
 EM0371  PID         -  EM0371
 EM0371  STATE/COUNTY-  TX/HARDEMAN
 EM0371  USGS QUAD   -  QUANAH EAST (1984)
 EM0371
 EM0371                         *CURRENT SURVEY CONTROL
 EM0371  ___________________________________________________________________
 EM0371* NAD 83(1986)-  34 17 52.     (N)    099 43 31.     (W)     SCALED    
 EM0371* NAVD 88     -       473.824  (meters)    1554.54   (feet)  ADJUSTED  
 EM0371  ___________________________________________________________________
 EM0371  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 EM0371  DYNAMIC HT  -         473.291 (meters)    1552.79  (feet)  COMP
 EM0371  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 EM0371
 EM0371  VERT ORDER  -  FIRST     CLASS II
 EM0371
 EM0371.The horizontal coordinates were scaled from a topographic map and have
 EM0371.an estimated accuracy of +/- 6 seconds.
 EM0371
 EM0371.The orthometric height was determined by differential leveling
 EM0371.and adjusted by the National Geodetic Survey in June 1991..
 EM0371
 EM0371.The geoid height was determined by GEOID03.
 EM0371
 EM0371.The dynamic height is computed by dividing the NAVD 88
 EM0371.geopotential number by the normal gravity value computed on the
 EM0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0371.degrees latitude (g = 980.6199 gals.).
 EM0371
 EM0371.The modeled gravity was interpolated from observed gravity values.
 EM0371
 EM0371;                    North         East    Units  Estimated Accuracy
 EM0371;SPC TXNC     - 2,292,450.      487,190.      MT  (+/- 180 meters Scaled)
 EM0371
 EM0371                          SUPERSEDED SURVEY CONTROL
 EM0371
 EM0371  NGVD 29 (??/??/92)  473.638  (m)         1553.93   (f) ADJ UNCH    1 2
 EM0371
 EM0371.Superseded values are not recommended for survey control.
 EM0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0371.See file dsdata.txt to determine how the superseded data were derived.
 EM0371
 EM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC332954(NAD 83)
 EM0371_MARKER: Q = CHISELED SQUARE
 EM0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0371_SP_SET: BRIDGE
 EM0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0371
 EM0371  HISTORY     - Date     Condition        Report By
 EM0371  HISTORY     - UNK      MONUMENTED       CGS
 EM0371  HISTORY     - 1933     GOOD             NGS
 EM0371  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0371
 EM0371                          STATION DESCRIPTION
 EM0371
 EM0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0371'0.8 MI SE FROM QUANAH.
 EM0371'0.8 MILES SOUTHEAST OF AT BRIDGE 191.04, NORTHWEST CORNER WEST
 EM0371'HEADWALL.
 EM0371
 EM0371                          STATION RECOVERY (1958)
 EM0371
 EM0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0371 ***********************************************************************
 BN0371  DESIGNATION -  1911.4
 BN0371  PID         -  BN0371
 BN0371  STATE/COUNTY-  TX/MENARD
 BN0371  USGS QUAD   -  MENARD (1987)
 BN0371
 BN0371                         *CURRENT SURVEY CONTROL
 BN0371  ___________________________________________________________________
 BN0371* NAD 83(1986)-  30 54 28.     (N)    099 47 17.     (W)     SCALED    
 BN0371* NAVD 88     -       583.486  (meters)    1914.32   (feet)  POSTED    
 BN0371  ___________________________________________________________________
 BN0371  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BN0371  DYNAMIC HT  -         582.670 (meters)    1911.64  (feet)  COMP
 BN0371  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 BN0371
 BN0371  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0371
 BN0371.The horizontal coordinates were scaled from a topographic map and have
 BN0371.an estimated accuracy of +/- 6 seconds.
 BN0371
 BN0371.The orthometric height was determined by differential leveling
 BN0371.and adjusted by the National Geodetic Survey in 1992..
 BN0371.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0371.rate of 0.0 thru 1.0 mm/km.
 BN0371
 BN0371.The geoid height was determined by GEOID03.
 BN0371
 BN0371.The dynamic height is computed by dividing the NAVD 88
 BN0371.geopotential number by the normal gravity value computed on the
 BN0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0371.degrees latitude (g = 980.6199 gals.).
 BN0371
 BN0371.The modeled gravity was interpolated from observed gravity values.
 BN0371
 BN0371;                    North         East    Units  Estimated Accuracy
 BN0371;SPC TX C     - 3,137,710.      752,120.      MT  (+/- 180 meters Scaled)
 BN0371
 BN0371                          SUPERSEDED SURVEY CONTROL
 BN0371
 BN0371  NGVD 29 (??/??/92)  583.412  (m)         1914.08   (f) ADJ UNCH    1 2
 BN0371
 BN0371.Superseded values are not recommended for survey control.
 BN0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0371.See file dsdata.txt to determine how the superseded data were derived.
 BN0371
 BN0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV246196(NAD 83)
 BN0371_MARKER: Q = CHISELED SQUARE
 BN0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0371_SP_SET: WALL
 BN0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0371
 BN0371  HISTORY     - Date     Condition        Report By
 BN0371  HISTORY     - UNK      MONUMENTED       CGS
 BN0371  HISTORY     - 1931     GOOD             NGS
 BN0371  HISTORY     - 1935     GOOD             NGS
 BN0371  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 BN0371
 BN0371                          STATION DESCRIPTION
 BN0371
 BN0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0371'IN MENARD.
 BN0371'AT MENARD, MENARD COUNTY, 0.8 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM
 BN0371'THE COURTHOUSE, ON A HILL, OPPOSITE A YELLOW STUCCO HOUSE, AT A
 BN0371'CONCRETE CULVERT, AND ON THE EAST PARAPET WALL.  A CHISELED SQUARE.
 BN0371
 BN0371                          STATION RECOVERY (1935)
 BN0371
 BN0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0371'RECOVERED IN GOOD CONDITION.
 BN0371
 BN0371                          STATION RECOVERY (1999)
 BN0371
 BN0371'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0144 ***********************************************************************
 EN0144  DESIGNATION -  1913+75
 EN0144  PID         -  EN0144
 EN0144  STATE/COUNTY-  TX/HALL
 EN0144  USGS QUAD   -  TURKEY (1981)
 EN0144
 EN0144                         *CURRENT SURVEY CONTROL
 EN0144  ___________________________________________________________________
 EN0144* NAD 83(1986)-  34 23 59.     (N)    100 58 30.     (W)     SCALED    
 EN0144* NAVD 88     -       748.147  (meters)    2454.55   (feet)  ADJUSTED  
 EN0144  ___________________________________________________________________
 EN0144  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EN0144  DYNAMIC HT  -         747.253 (meters)    2451.61  (feet)  COMP
 EN0144  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 EN0144
 EN0144  VERT ORDER  -  FIRST     CLASS II
 EN0144
 EN0144.The horizontal coordinates were scaled from a topographic map and have
 EN0144.an estimated accuracy of +/- 6 seconds.
 EN0144
 EN0144.The orthometric height was determined by differential leveling
 EN0144.and adjusted by the National Geodetic Survey in June 1991..
 EN0144
 EN0144.The geoid height was determined by GEOID03.
 EN0144
 EN0144.The dynamic height is computed by dividing the NAVD 88
 EN0144.geopotential number by the normal gravity value computed on the
 EN0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0144.degrees latitude (g = 980.6199 gals.).
 EN0144
 EN0144.The modeled gravity was interpolated from observed gravity values.
 EN0144
 EN0144;                    North         East    Units  Estimated Accuracy
 EN0144;SPC TX N     - 1,044,470.      248,280.      MT  (+/- 180 meters Scaled)
 EN0144
 EN0144                          SUPERSEDED SURVEY CONTROL
 EN0144
 EN0144  NGVD 29 (??/??/92)  747.832  (m)         2453.51   (f) ADJ UNCH    1 2
 EN0144
 EN0144.Superseded values are not recommended for survey control.
 EN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0144.See file dsdata.txt to determine how the superseded data were derived.
 EN0144
 EN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD184082(NAD 83)
 EN0144_MARKER: Z = SEE DESCRIPTION
 EN0144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0144
 EN0144  HISTORY     - Date     Condition        Report By
 EN0144  HISTORY     - UNK      MONUMENTED       BNRR
 EN0144  HISTORY     - 1933     GOOD             NGS
 EN0144  HISTORY     - 1934     GOOD             NGS
 EN0144
 EN0144                          STATION DESCRIPTION
 EN0144
 EN0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0144'4.4 MI W FROM TURKEY.
 EN0144'IN BRISCOE COUNTY, ABOUT 4.4 MILES WEST ALONG THE FORT WORTH AND
 EN0144'DENVER CITY RAILWAY FROM THE STATION AT TURKEY, HALL COUNTY, AT
 EN0144'STATION 1913+75 (MILEAGE 273.29), ABOUT 10 RAILS EAST OF WOODEN
 EN0144'TRESTLE P 273.36, AND ABOUT 17 YARDS EAST OF THE TRACK.  THE TOP OF A
 EN0144'CONCRETE-FILLED PIPE PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 EN0144
 EN0144                          STATION RECOVERY (1934)
 EN0144
 EN0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0192 ***********************************************************************
 CR0192  DESIGNATION -  192
 CR0192  PID         -  CR0192
 CR0192  STATE/COUNTY-  TX/RUSK
 CR0192  USGS QUAD   -  TATUM (1983)
 CR0192
 CR0192                         *CURRENT SURVEY CONTROL
 CR0192  ___________________________________________________________________
 CR0192* NAD 83(1986)-  32 21 59.     (N)    094 32 14.     (W)     SCALED    
 CR0192* NAVD 88     -        79.116  (meters)     259.57   (feet)  ADJUSTED  
 CR0192  ___________________________________________________________________
 CR0192  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR0192  DYNAMIC HT  -          79.025 (meters)     259.27  (feet)  COMP
 CR0192  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 CR0192
 CR0192  VERT ORDER  -  SECOND    CLASS 0
 CR0192
 CR0192.The horizontal coordinates were scaled from a topographic map and have
 CR0192.an estimated accuracy of +/- 6 seconds.
 CR0192
 CR0192.The orthometric height was determined by differential leveling
 CR0192.and adjusted by the National Geodetic Survey in June 1991..
 CR0192
 CR0192.The geoid height was determined by GEOID03.
 CR0192
 CR0192.The dynamic height is computed by dividing the NAVD 88
 CR0192.geopotential number by the normal gravity value computed on the
 CR0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0192.degrees latitude (g = 980.6199 gals.).
 CR0192
 CR0192.The modeled gravity was interpolated from observed gravity values.
 CR0192
 CR0192;                    North         East    Units  Estimated Accuracy
 CR0192;SPC TXNC     - 2,084,630.      972,850.      MT  (+/- 180 meters Scaled)
 CR0192
 CR0192                          SUPERSEDED SURVEY CONTROL
 CR0192
 CR0192  NGVD 29 (??/??/92)   79.153  (m)          259.69   (f) ADJ UNCH    2 0
 CR0192
 CR0192.Superseded values are not recommended for survey control.
 CR0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0192.See file dsdata.txt to determine how the superseded data were derived.
 CR0192
 CR0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR553820(NAD 83)
 CR0192_MARKER: Z = SEE DESCRIPTION
 CR0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0192_SP_SET: RAIL
 CR0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0192
 CR0192  HISTORY     - Date     Condition        Report By
 CR0192  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0192  HISTORY     - 1934     GOOD             NGS
 CR0192
 CR0192                          STATION DESCRIPTION
 CR0192
 CR0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0192'4.0 MI NW FROM TATUM.
 CR0192'4.0 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0192'TATUM, RUSK COUNTY, AT MILEAGE 192+000, AND 10 FEET NORTH OF THE
 CR0192'CENTER LINE OF THE TRACK.  THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0194 ***********************************************************************
 CR0194  DESIGNATION -  194
 CR0194  PID         -  CR0194
 CR0194  STATE/COUNTY-  TX/RUSK
 CR0194  USGS QUAD   -  EASTON (1983)
 CR0194
 CR0194                         *CURRENT SURVEY CONTROL
 CR0194  ___________________________________________________________________
 CR0194* NAD 83(1986)-  32 23 19.     (N)    094 33 55.     (W)     SCALED    
 CR0194* NAVD 88     -        81.56   (+/-2cm)     267.6    (feet)  VERTCON   
 CR0194  ___________________________________________________________________
 CR0194  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CR0194
 CR0194  VERT ORDER  -  ? (See Below)
 CR0194
 CR0194.The horizontal coordinates were scaled from a topographic map and have
 CR0194.an estimated accuracy of +/- 6 seconds.
 CR0194
 CR0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0194.The vertical order pertains to the NGVD 29 superseded value.
 CR0194
 CR0194.The geoid height was determined by GEOID03.
 CR0194
 CR0194;                    North         East    Units  Estimated Accuracy
 CR0194;SPC TXNC     - 2,086,990.      970,120.      MT  (+/- 180 meters Scaled)
 CR0194
 CR0194                          SUPERSEDED SURVEY CONTROL
 CR0194
 CR0194  NGVD 29 (??/??/92)   81.594  (m)          267.70   (f) ADJ UNCH    ?  
 CR0194
 CR0194.Superseded values are not recommended for survey control.
 CR0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0194.See file dsdata.txt to determine how the superseded data were derived.
 CR0194
 CR0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR527845(NAD 83)
 CR0194_MARKER: Z = SEE DESCRIPTION
 CR0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0194_SP_SET: RAIL
 CR0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0194
 CR0194  HISTORY     - Date     Condition        Report By
 CR0194  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0194  HISTORY     - 1934     GOOD             NGS
 CR0194
 CR0194                          STATION DESCRIPTION
 CR0194
 CR0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0194'5.9 MI NW FROM TATUM.
 CR0194'5.9 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0194'TATUM, RUSK COUNTY, AND NEAR MILEPOST 194.  THE TOP OF A VERTICAL
 CR0194'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0704 ***********************************************************************
 CA0704  DESIGNATION -  1942.87
 CA0704  PID         -  CA0704
 CA0704  STATE/COUNTY-  TX/COLEMAN
 CA0704  USGS QUAD   -  VALERA (1967)
 CA0704
 CA0704                         *CURRENT SURVEY CONTROL
 CA0704  ___________________________________________________________________
 CA0704* NAD 83(1986)-  31 45 15.     (N)    099 35 39.     (W)     SCALED    
 CA0704* NAVD 88     -       592.545  (meters)    1944.04   (feet)  ADJUSTED  
 CA0704  ___________________________________________________________________
 CA0704  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CA0704  DYNAMIC HT  -         591.754 (meters)    1941.45  (feet)  COMP
 CA0704  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 CA0704
 CA0704  VERT ORDER  -  SECOND    CLASS 0
 CA0704
 CA0704.The horizontal coordinates were scaled from a topographic map and have
 CA0704.an estimated accuracy of +/- 6 seconds.
 CA0704
 CA0704.The orthometric height was determined by differential leveling
 CA0704.and adjusted by the National Geodetic Survey in June 1991..
 CA0704
 CA0704.The geoid height was determined by GEOID03.
 CA0704
 CA0704.The dynamic height is computed by dividing the NAVD 88
 CA0704.geopotential number by the normal gravity value computed on the
 CA0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0704.degrees latitude (g = 980.6199 gals.).
 CA0704
 CA0704.The modeled gravity was interpolated from observed gravity values.
 CA0704
 CA0704;                    North         East    Units  Estimated Accuracy
 CA0704;SPC TX C     - 3,231,650.      770,030.      MT  (+/- 180 meters Scaled)
 CA0704
 CA0704                          SUPERSEDED SURVEY CONTROL
 CA0704
 CA0704  NGVD 29 (??/??/92)  592.414  (m)         1943.61   (f) ADJ UNCH    2 0
 CA0704
 CA0704.Superseded values are not recommended for survey control.
 CA0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0704.See file dsdata.txt to determine how the superseded data were derived.
 CA0704
 CA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA437133(NAD 83)
 CA0704_MARKER: Z = SEE DESCRIPTION
 CA0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0704_SP_SET: RAIL
 CA0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0704
 CA0704  HISTORY     - Date     Condition        Report By
 CA0704  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0704  HISTORY     - 1935     GOOD             NGS
 CA0704
 CA0704                          STATION DESCRIPTION
 CA0704
 CA0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0704'2.7 MI W FROM VALERA.
 CA0704'2.7 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0704'STATION AT VALERA, COLEMAN COUNTY, AT MILE ZONE 14+0682, AT STATION
 CA0704'746+02, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST
 CA0704'POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0329 ***********************************************************************
 BN0329  DESIGNATION -  1945.1
 BN0329  PID         -  BN0329
 BN0329  STATE/COUNTY-  TX/EDWARDS
 BN0329  USGS QUAD   -  BRADFORD CREEK (1971)
 BN0329
 BN0329                         *CURRENT SURVEY CONTROL
 BN0329  ___________________________________________________________________
 BN0329* NAD 83(1986)-  30 14 04.     (N)    099 58 56.     (W)     SCALED    
 BN0329* NAVD 88     -       593.442  (meters)    1946.98   (feet)  ADJUSTED  
 BN0329  ___________________________________________________________________
 BN0329  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BN0329  DYNAMIC HT  -         592.577 (meters)    1944.15  (feet)  COMP
 BN0329  MODELED GRAV-     979,165.2   (mgal)                       NAVD 88
 BN0329
 BN0329  VERT ORDER  -  FIRST     CLASS II
 BN0329
 BN0329.The horizontal coordinates were scaled from a topographic map and have
 BN0329.an estimated accuracy of +/- 6 seconds.
 BN0329
 BN0329.The orthometric height was determined by differential leveling
 BN0329.and adjusted by the National Geodetic Survey in June 1991..
 BN0329
 BN0329.The geoid height was determined by GEOID03.
 BN0329
 BN0329.The dynamic height is computed by dividing the NAVD 88
 BN0329.geopotential number by the normal gravity value computed on the
 BN0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0329.degrees latitude (g = 980.6199 gals.).
 BN0329
 BN0329.The modeled gravity was interpolated from observed gravity values.
 BN0329
 BN0329;                    North         East    Units  Estimated Accuracy
 BN0329;SPC TXSC     - 4,266,510.      505,460.      MT  (+/- 180 meters Scaled)
 BN0329
 BN0329                          SUPERSEDED SURVEY CONTROL
 BN0329
 BN0329  NGVD 29 (??/??/92)  593.402  (m)         1946.85   (f) ADJ UNCH    1 2
 BN0329
 BN0329.Superseded values are not recommended for survey control.
 BN0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0329.See file dsdata.txt to determine how the superseded data were derived.
 BN0329
 BN0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU054451(NAD 83)
 BN0329_MARKER: Q = CHISELED SQUARE
 BN0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0329_SP_SET: CULVERT
 BN0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0329
 BN0329  HISTORY     - Date     Condition        Report By
 BN0329  HISTORY     - UNK      MONUMENTED       CGS
 BN0329  HISTORY     - 1971     GOOD             USGS
 BN0329
 BN0329                          STATION DESCRIPTION
 BN0329
 BN0329'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BN0329'21.4 MI N FROM ROCKSPRINGS.
 BN0329'FROM THE JUNCTION OF U.S. HIGHWAY 377 AND TEX. HIGHWAY 55 AT THE EAST
 BN0329'EDGE OF ROCKSPRINGS PROCEED NORTH ON U.S. 377 FOR 21.1 MI. TO A T-ROAD
 BN0329'SOUTH (RIGHT), THENCE SOUTH THRU GATE 150 FT. TO TRACK ROAD JUNCT.
 BN0329'LEFT, THENCE LEFT, NORTHEAST, ON TRACK ROAD PARRALLEL TO OLD HIGHWAY
 BN0329'0.33 MI. TO CULVERT ON THE LEFT ACROSS OLD ROW FENCE AND CHISELED
 BN0329'SQUARE ON SOUTH EDGE OF OLD HIGHWAY ON HEADWALL OF CULVERT 1.8 FT.
 BN0329'HIGHER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0697 ***********************************************************************
 CA0697  DESIGNATION -  1948.04
 CA0697  PID         -  CA0697
 CA0697  STATE/COUNTY-  TX/COLEMAN
 CA0697  USGS QUAD   -  TALPA (1987)
 CA0697
 CA0697                         *CURRENT SURVEY CONTROL
 CA0697  ___________________________________________________________________
 CA0697* NAD 83(1986)-  31 46 11.     (N)    099 39 41.     (W)     SCALED    
 CA0697* NAVD 88     -       594.154  (meters)    1949.32   (feet)  ADJUSTED  
 CA0697  ___________________________________________________________________
 CA0697  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CA0697  DYNAMIC HT  -         593.357 (meters)    1946.71  (feet)  COMP
 CA0697  MODELED GRAV-     979,279.2   (mgal)                       NAVD 88
 CA0697
 CA0697  VERT ORDER  -  SECOND    CLASS 0
 CA0697
 CA0697.The horizontal coordinates were scaled from a topographic map and have
 CA0697.an estimated accuracy of +/- 6 seconds.
 CA0697
 CA0697.The orthometric height was determined by differential leveling
 CA0697.and adjusted by the National Geodetic Survey in June 1991..
 CA0697
 CA0697.The geoid height was determined by GEOID03.
 CA0697
 CA0697.The dynamic height is computed by dividing the NAVD 88
 CA0697.geopotential number by the normal gravity value computed on the
 CA0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0697.degrees latitude (g = 980.6199 gals.).
 CA0697
 CA0697.The modeled gravity was interpolated from observed gravity values.
 CA0697
 CA0697;                    North         East    Units  Estimated Accuracy
 CA0697;SPC TX C     - 3,233,340.      763,650.      MT  (+/- 180 meters Scaled)
 CA0697
 CA0697                          SUPERSEDED SURVEY CONTROL
 CA0697
 CA0697  NGVD 29 (??/??/92)  594.021  (m)         1948.88   (f) ADJ UNCH    2 0
 CA0697
 CA0697.Superseded values are not recommended for survey control.
 CA0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0697.See file dsdata.txt to determine how the superseded data were derived.
 CA0697
 CA0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA373151(NAD 83)
 CA0697_MARKER: Z = SEE DESCRIPTION
 CA0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0697_SP_SET: RAIL
 CA0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0697
 CA0697  HISTORY     - Date     Condition        Report By
 CA0697  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0697  HISTORY     - 1935     GOOD             NGS
 CA0697
 CA0697                          STATION DESCRIPTION
 CA0697
 CA0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0697'3.0 MI E FROM TALPA.
 CA0697'3.0 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0697'STATION AT TALPA, COLEMAN COUNTY, AT MILE ZONE 18+1168, AT STATION
 CA0697'962+08, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST
 CA0697'POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0699 ***********************************************************************
 CA0699  DESIGNATION -  1948.66
 CA0699  PID         -  CA0699
 CA0699  STATE/COUNTY-  TX/COLEMAN
 CA0699  USGS QUAD   -  TALPA (1987)
 CA0699
 CA0699                         *CURRENT SURVEY CONTROL
 CA0699  ___________________________________________________________________
 CA0699* NAD 83(1986)-  31 46 06.     (N)    099 38 44.     (W)     SCALED    
 CA0699* NAVD 88     -       594.305  (meters)    1949.82   (feet)  ADJUSTED  
 CA0699  ___________________________________________________________________
 CA0699  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CA0699  DYNAMIC HT  -         593.508 (meters)    1947.20  (feet)  COMP
 CA0699  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 CA0699
 CA0699  VERT ORDER  -  SECOND    CLASS 0
 CA0699
 CA0699.The horizontal coordinates were scaled from a topographic map and have
 CA0699.an estimated accuracy of +/- 6 seconds.
 CA0699
 CA0699.The orthometric height was determined by differential leveling
 CA0699.and adjusted by the National Geodetic Survey in June 1991..
 CA0699
 CA0699.The geoid height was determined by GEOID03.
 CA0699
 CA0699.The dynamic height is computed by dividing the NAVD 88
 CA0699.geopotential number by the normal gravity value computed on the
 CA0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0699.degrees latitude (g = 980.6199 gals.).
 CA0699
 CA0699.The modeled gravity was interpolated from observed gravity values.
 CA0699
 CA0699;                    North         East    Units  Estimated Accuracy
 CA0699;SPC TX C     - 3,233,190.      765,150.      MT  (+/- 180 meters Scaled)
 CA0699
 CA0699                          SUPERSEDED SURVEY CONTROL
 CA0699
 CA0699  NGVD 29 (??/??/92)  594.171  (m)         1949.38   (f) ADJ UNCH    2 0
 CA0699
 CA0699.Superseded values are not recommended for survey control.
 CA0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0699.See file dsdata.txt to determine how the superseded data were derived.
 CA0699
 CA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA388149(NAD 83)
 CA0699_MARKER: Z = SEE DESCRIPTION
 CA0699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0699_SP_SET: RAIL
 CA0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0699
 CA0699  HISTORY     - Date     Condition        Report By
 CA0699  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0699  HISTORY     - 1935     GOOD             NGS
 CA0699
 CA0699                          STATION DESCRIPTION
 CA0699
 CA0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0699'3.9 MI E FROM TALPA.
 CA0699'3.9 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0699'STATION AT TALPA, COLEMAN COUNTY, AT MILE ZONE 17+1384, AT STATION
 CA0699'911+44, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST
 CA0699'POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0195 ***********************************************************************
 CR0195  DESIGNATION -  195
 CR0195  PID         -  CR0195
 CR0195  STATE/COUNTY-  TX/RUSK
 CR0195  USGS QUAD   -  EASTON (1983)
 CR0195
 CR0195                         *CURRENT SURVEY CONTROL
 CR0195  ___________________________________________________________________
 CR0195* NAD 83(1986)-  32 23 22.     (N)    094 34 42.     (W)     SCALED    
 CR0195* NAVD 88     -        79.500  (meters)     260.83   (feet)  ADJUSTED  
 CR0195  ___________________________________________________________________
 CR0195  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR0195  DYNAMIC HT  -          79.409 (meters)     260.53  (feet)  COMP
 CR0195  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 CR0195
 CR0195  VERT ORDER  -  SECOND    CLASS 0
 CR0195
 CR0195.The horizontal coordinates were scaled from a topographic map and have
 CR0195.an estimated accuracy of +/- 6 seconds.
 CR0195
 CR0195.The orthometric height was determined by differential leveling
 CR0195.and adjusted by the National Geodetic Survey in June 1991..
 CR0195
 CR0195.The geoid height was determined by GEOID03.
 CR0195
 CR0195.The dynamic height is computed by dividing the NAVD 88
 CR0195.geopotential number by the normal gravity value computed on the
 CR0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0195.degrees latitude (g = 980.6199 gals.).
 CR0195
 CR0195.The modeled gravity was interpolated from observed gravity values.
 CR0195
 CR0195;                    North         East    Units  Estimated Accuracy
 CR0195;SPC TXNC     - 2,087,040.      968,890.      MT  (+/- 180 meters Scaled)
 CR0195
 CR0195                          SUPERSEDED SURVEY CONTROL
 CR0195
 CR0195  NGVD 29 (??/??/92)   79.536  (m)          260.94   (f) ADJ UNCH    2 0
 CR0195
 CR0195.Superseded values are not recommended for survey control.
 CR0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0195.See file dsdata.txt to determine how the superseded data were derived.
 CR0195
 CR0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR515846(NAD 83)
 CR0195_MARKER: Z = SEE DESCRIPTION
 CR0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0195_SP_SET: RAIL
 CR0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0195
 CR0195  HISTORY     - Date     Condition        Report By
 CR0195  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0195  HISTORY     - 1934     GOOD             NGS
 CR0195  HISTORY     - 1943     GOOD             NGS
 CR0195
 CR0195                          STATION DESCRIPTION
 CR0195
 CR0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0195'6.9 MI NW FROM TATUM.
 CR0195'6.9 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0195'TATUM, RUSK COUNTY, 0.3 MILE SOUTHEAST OF EATON, 30 FEET NORTHWEST OF
 CR0195'MILEPOST 195, AND 10 FEET NORTH OF THE CENTER LINE OF THE TRACK. THE
 CR0195'TOP OF A VERTICAL RAIL.  NOTE-- BM IS ALSO .3 MI SE OF EATON.
 CR0195
 CR0195                          STATION RECOVERY (1943)
 CR0195
 CR0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CR0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0356 ***********************************************************************
 DM0356  DESIGNATION -  195
 DM0356  PID         -  DM0356
 DM0356  STATE/COUNTY-  TX/RED RIVER
 DM0356  USGS QUAD   -  ANNONA (1950)
 DM0356
 DM0356                         *CURRENT SURVEY CONTROL
 DM0356  ___________________________________________________________________
 DM0356* NAD 83(1986)-  33 34 47.     (N)    094 54 31.     (W)     SCALED    
 DM0356* NAVD 88     -       111.653  (meters)     366.31   (feet)  ADJUSTED  
 DM0356  ___________________________________________________________________
 DM0356  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DM0356  DYNAMIC HT  -         111.536 (meters)     365.93  (feet)  COMP
 DM0356  MODELED GRAV-     979,586.7   (mgal)                       NAVD 88
 DM0356
 DM0356  VERT ORDER  -  SECOND    CLASS 0
 DM0356
 DM0356.The horizontal coordinates were scaled from a topographic map and have
 DM0356.an estimated accuracy of +/- 6 seconds.
 DM0356
 DM0356.The orthometric height was determined by differential leveling
 DM0356.and adjusted by the National Geodetic Survey in June 1991..
 DM0356
 DM0356.The geoid height was determined by GEOID03.
 DM0356
 DM0356.The dynamic height is computed by dividing the NAVD 88
 DM0356.geopotential number by the normal gravity value computed on the
 DM0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0356.degrees latitude (g = 980.6199 gals.).
 DM0356
 DM0356.The modeled gravity was interpolated from observed gravity values.
 DM0356
 DM0356;                    North         East    Units  Estimated Accuracy
 DM0356;SPC TXNC     - 2,217,840.      933,320.      MT  (+/- 180 meters Scaled)
 DM0356
 DM0356                          SUPERSEDED SURVEY CONTROL
 DM0356
 DM0356  NGVD 29 (??/??/92)  111.651  (m)          366.31   (f) ADJ UNCH    2 0
 DM0356
 DM0356.Superseded values are not recommended for survey control.
 DM0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0356.See file dsdata.txt to determine how the superseded data were derived.
 DM0356
 DM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT228171(NAD 83)
 DM0356_MARKER: DD = SURVEY DISK
 DM0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0356_STAMPING: STA 195
 DM0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0356
 DM0356  HISTORY     - Date     Condition        Report By
 DM0356  HISTORY     - UNK      MONUMENTED       USGS
 DM0356  HISTORY     - 1934     GOOD             NGS
 DM0356
 DM0356                          STATION DESCRIPTION
 DM0356
 DM0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0356'IN ANNONA.
 DM0356'AT ANNONA AND ALONG THE T P R R 265 YARDS E OF T P DEPOT.  30 FEET N
 DM0356'OF CENTER OF TRACK.  BETWEEN THE MAIN TRACK AND A SWITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0694 ***********************************************************************
 CA0694  DESIGNATION -  1953.95
 CA0694  PID         -  CA0694
 CA0694  STATE/COUNTY-  TX/COLEMAN
 CA0694  USGS QUAD   -  TALPA (1987)
 CA0694
 CA0694                         *CURRENT SURVEY CONTROL
 CA0694  ___________________________________________________________________
 CA0694* NAD 83(1986)-  31 46 31.     (N)    099 41 39.     (W)     SCALED    
 CA0694* NAVD 88     -       595.875  (meters)    1954.97   (feet)  ADJUSTED  
 CA0694  ___________________________________________________________________
 CA0694  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CA0694  DYNAMIC HT  -         595.076 (meters)    1952.35  (feet)  COMP
 CA0694  MODELED GRAV-     979,280.4   (mgal)                       NAVD 88
 CA0694
 CA0694  VERT ORDER  -  SECOND    CLASS 0
 CA0694
 CA0694.The horizontal coordinates were scaled from a topographic map and have
 CA0694.an estimated accuracy of +/- 6 seconds.
 CA0694
 CA0694.The orthometric height was determined by differential leveling
 CA0694.and adjusted by the National Geodetic Survey in June 1991..
 CA0694
 CA0694.The geoid height was determined by GEOID03.
 CA0694
 CA0694.The dynamic height is computed by dividing the NAVD 88
 CA0694.geopotential number by the normal gravity value computed on the
 CA0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0694.degrees latitude (g = 980.6199 gals.).
 CA0694
 CA0694.The modeled gravity was interpolated from observed gravity values.
 CA0694
 CA0694;                    North         East    Units  Estimated Accuracy
 CA0694;SPC TX C     - 3,233,930.      760,540.      MT  (+/- 180 meters Scaled)
 CA0694
 CA0694                          SUPERSEDED SURVEY CONTROL
 CA0694
 CA0694  NGVD 29 (??/??/92)  595.743  (m)         1954.53   (f) ADJ UNCH    2 0
 CA0694
 CA0694.Superseded values are not recommended for survey control.
 CA0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0694.See file dsdata.txt to determine how the superseded data were derived.
 CA0694
 CA0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA342157(NAD 83)
 CA0694_MARKER: Z = SEE DESCRIPTION
 CA0694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0694_SP_SET: RAIL
 CA0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0694
 CA0694  HISTORY     - Date     Condition        Report By
 CA0694  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0694  HISTORY     - 1935     GOOD             NGS
 CA0694
 CA0694                          STATION DESCRIPTION
 CA0694
 CA0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0694'1.0 MI E FROM TALPA.
 CA0694'1.0 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0694'STATION AT TALPA, COLEMAN COUNTY, AT MILE ZONE 20+1098, AT STATION
 CA0694'1066+98, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE
 CA0694'HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0118 ***********************************************************************
 BN0118  DESIGNATION -  1954 USGS
 BN0118  PID         -  BN0118
 BN0118  STATE/COUNTY-  TX/GILLESPIE
 BN0118  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0118
 BN0118                         *CURRENT SURVEY CONTROL
 BN0118  ___________________________________________________________________
 BN0118* NAD 83(1986)-  30 21 10.     (N)    098 56 10.     (W)     SCALED    
 BN0118* NAVD 88     -       593.787  (meters)    1948.12   (feet)  ADJUSTED  
 BN0118  ___________________________________________________________________
 BN0118  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 BN0118  DYNAMIC HT  -         592.944 (meters)    1945.35  (feet)  COMP
 BN0118  MODELED GRAV-     979,202.3   (mgal)                       NAVD 88
 BN0118
 BN0118  VERT ORDER  -  FIRST     CLASS II
 BN0118
 BN0118.The horizontal coordinates were scaled from a topographic map and have
 BN0118.an estimated accuracy of +/- 6 seconds.
 BN0118
 BN0118.The orthometric height was determined by differential leveling
 BN0118.and adjusted by the National Geodetic Survey in June 1991..
 BN0118
 BN0118.The geoid height was determined by GEOID03.
 BN0118
 BN0118.The dynamic height is computed by dividing the NAVD 88
 BN0118.geopotential number by the normal gravity value computed on the
 BN0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0118.degrees latitude (g = 980.6199 gals.).
 BN0118
 BN0118.The modeled gravity was interpolated from observed gravity values.
 BN0118
 BN0118;                    North         East    Units  Estimated Accuracy
 BN0118;SPC TX C     - 3,076,900.      834,320.      MT  (+/- 180 meters Scaled)
 BN0118
 BN0118                          SUPERSEDED SURVEY CONTROL
 BN0118
 BN0118  NGVD 29 (??/??/92)  593.725  (m)         1947.91   (f) ADJ UNCH    1 2
 BN0118
 BN0118.Superseded values are not recommended for survey control.
 BN0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0118.See file dsdata.txt to determine how the superseded data were derived.
 BN0118
 BN0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU061578(NAD 83)
 BN0118_MARKER: P = PIPE CAP
 BN0118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BN0118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BN0118_STAMPING: 1954 S A
 BN0118_MARK LOGO: USGS  
 BN0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0118
 BN0118  HISTORY     - Date     Condition        Report By
 BN0118  HISTORY     - UNK      MONUMENTED       USGS
 BN0118  HISTORY     - 1953     POOR             NGS
 BN0118  HISTORY     - 1982     POOR             NGS
 BN0118  HISTORY     - 19930728 GOOD             USPSQD
 BN0118  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0118
 BN0118                          STATION DESCRIPTION
 BN0118
 BN0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0118'6.8 MI NW FROM FREDERICKSBURG.
 BN0118'4.2 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0118'FREDERICKSBURG, THENCE 2.6 MILES NORTHWEST ALONG AN OILED ROAD, 100
 BN0118'YARDS WEST OF A RANCH HEADQUARTERS, 103 FEET SOUTHEAST OF THE EAST
 BN0118'CORNER OF A BRIDGE OVER BARROWS CREEK, 20 FEET NORTHEAST OF THE CENTER
 BN0118'LINE OF AN OILED ROAD, 46 FEET NORTHWEST OF THE CENTER LINE OF A
 BN0118'PRIVATE DRIVEWAY LEADING WEST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 BN0118'PIPE WHICH PROJECTS 2.0 FEET ABOVE THE GROUND, THE PIPE IS LEANING 20
 BN0118'DEGREES.
 BN0118
 BN0118                          STATION RECOVERY (1982)
 BN0118
 BN0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0118'RECOVERED THIS DATE, PIPE FOUND LEANING, INACCESSIBLE, SURVEY LINE
 BN0118'BEING REROUTED.
 BN0118
 BN0118                          STATION RECOVERY (1993)
 BN0118
 BN0118'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0118'RECOVERED IN GOOD CONDITION.
 BN0118
 BN0118                          STATION RECOVERY (1996)
 BN0118
 BN0118'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0197 ***********************************************************************
 CR0197  DESIGNATION -  196
 CR0197  PID         -  CR0197
 CR0197  STATE/COUNTY-  TX/RUSK
 CR0197  USGS QUAD   -  EASTON (1983)
 CR0197
 CR0197                         *CURRENT SURVEY CONTROL
 CR0197  ___________________________________________________________________
 CR0197* NAD 83(1986)-  32 23 26.     (N)    094 35 38.     (W)     SCALED    
 CR0197* NAVD 88     -        77.57   (+/-2cm)     254.5    (feet)  VERTCON   
 CR0197  ___________________________________________________________________
 CR0197  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR0197
 CR0197  VERT ORDER  -  ? (See Below)
 CR0197
 CR0197.The horizontal coordinates were scaled from a topographic map and have
 CR0197.an estimated accuracy of +/- 6 seconds.
 CR0197
 CR0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0197.The vertical order pertains to the NGVD 29 superseded value.
 CR0197
 CR0197.The geoid height was determined by GEOID03.
 CR0197
 CR0197;                    North         East    Units  Estimated Accuracy
 CR0197;SPC TXNC     - 2,087,110.      967,420.      MT  (+/- 180 meters Scaled)
 CR0197
 CR0197                          SUPERSEDED SURVEY CONTROL
 CR0197
 CR0197  NGVD 29 (??/??/92)   77.609  (m)          254.62   (f) ADJ UNCH    ?  
 CR0197
 CR0197.Superseded values are not recommended for survey control.
 CR0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0197.See file dsdata.txt to determine how the superseded data were derived.
 CR0197
 CR0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR500848(NAD 83)
 CR0197_MARKER: Z = SEE DESCRIPTION
 CR0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0197_SP_SET: RAIL
 CR0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0197
 CR0197  HISTORY     - Date     Condition        Report By
 CR0197  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0197  HISTORY     - 1934     GOOD             NGS
 CR0197
 CR0197                          STATION DESCRIPTION
 CR0197
 CR0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0197'7.9 MI NW FROM TATUM.
 CR0197'7.9 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0197'TATUM, RUSK COUNTY, AND NEAR MILEPOST 196.  THE TOP OF A VERTICAL
 CR0197'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0013 ***********************************************************************
 CR0013  DESIGNATION -  196
 CR0013  PID         -  CR0013
 CR0013  STATE/COUNTY-  TX/MARION
 CR0013  USGS QUAD   -  JEFFERSON (1962)
 CR0013
 CR0013                         *CURRENT SURVEY CONTROL
 CR0013  ___________________________________________________________________
 CR0013* NAD 83(1986)-  32 45 24.     (N)    094 20 39.     (W)     SCALED    
 CR0013* NAVD 88     -        59.752  (meters)     196.04   (feet)  ADJUSTED  
 CR0013  ___________________________________________________________________
 CR0013  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CR0013  DYNAMIC HT  -          59.686 (meters)     195.82  (feet)  COMP
 CR0013  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 CR0013
 CR0013  VERT ORDER  -  FIRST     CLASS II
 CR0013
 CR0013.The horizontal coordinates were scaled from a topographic map and have
 CR0013.an estimated accuracy of +/- 6 seconds.
 CR0013
 CR0013.The orthometric height was determined by differential leveling
 CR0013.and adjusted by the National Geodetic Survey in June 1991..
 CR0013
 CR0013.The geoid height was determined by GEOID03.
 CR0013
 CR0013.The dynamic height is computed by dividing the NAVD 88
 CR0013.geopotential number by the normal gravity value computed on the
 CR0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0013.degrees latitude (g = 980.6199 gals.).
 CR0013
 CR0013.The modeled gravity was interpolated from observed gravity values.
 CR0013
 CR0013;                    North         East    Units  Estimated Accuracy
 CR0013;SPC TXNC     - 2,128,570.      989,290.      MT  (+/- 180 meters Scaled)
 CR0013
 CR0013                          SUPERSEDED SURVEY CONTROL
 CR0013
 CR0013  NGVD 29 (??/??/92)   59.810  (m)          196.23   (f) ADJ UNCH    1 2
 CR0013
 CR0013.Superseded values are not recommended for survey control.
 CR0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0013.See file dsdata.txt to determine how the superseded data were derived.
 CR0013
 CR0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS740251(NAD 83)
 CR0013_MARKER: DD = SURVEY DISK
 CR0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0013_SP_SET: BALUSTRADE
 CR0013_STAMPING: 196.200 A D J 1903
 CR0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR0013+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 CR0013
 CR0013  HISTORY     - Date     Condition        Report By
 CR0013  HISTORY     - 1903     MONUMENTED       USGS
 CR0013  HISTORY     - 1954     GOOD             NGS
 CR0013  HISTORY     - 1988     GOOD             USPSQD
 CR0013  HISTORY     - 20030614 GOOD             USPSQD
 CR0013  HISTORY     - 20050722 GOOD             USPSQD
 CR0013
 CR0013                          STATION DESCRIPTION
 CR0013
 CR0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0013'IN JEFFERSON.
 CR0013'AT JEFFERSON, 2 BLOCKS SOUTHWEST OF THE COUNTY COURTHOUSE, AT THE
 CR0013'SOUTHEAST ENTRANCE TO THE POST OFFICE, 36 FEET NORTHEAST OF THE
 CR0013'NORTHEAST CURB OF NORTH MARKET STREET, 9.7 FEET NORTHWEST OF THE
 CR0013'NORTHWEST CURB OF WEST AUSTIN STREET, 3 FEET ABOVE THE SIDEWALK, SET
 CR0013'IN THE TOP OF THE SOUTHWEST CONCRETE BALUSTRADE.
 CR0013
 CR0013                          STATION RECOVERY (1988)
 CR0013
 CR0013'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 CR0013'RECOVERED IN GOOD CONDITION.
 CR0013
 CR0013                          STATION RECOVERY (2003)
 CR0013
 CR0013'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0013'RECOVERED IN GOOD CONDITION.
 CR0013
 CR0013                          STATION RECOVERY (2005)
 CR0013
 CR0013'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CR0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0002 ***********************************************************************
 CB0002  DESIGNATION -  1962
 CB0002  PID         -  CB0002
 CB0002  STATE/COUNTY-  TX/COKE
 CB0002  USGS QUAD   -  BRONTE (1987)
 CB0002
 CB0002                         *CURRENT SURVEY CONTROL
 CB0002  ___________________________________________________________________
 CB0002* NAD 83(1986)-  32 00 00.     (N)    100 17 23.     (W)     SCALED    
 CB0002* NAVD 88     -       598.160  (meters)    1962.46   (feet)  ADJUSTED  
 CB0002  ___________________________________________________________________
 CB0002  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CB0002  DYNAMIC HT  -         597.372 (meters)    1959.88  (feet)  COMP
 CB0002  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 CB0002
 CB0002  VERT ORDER  -  SECOND    CLASS 0
 CB0002
 CB0002.The horizontal coordinates were scaled from a topographic map and have
 CB0002.an estimated accuracy of +/- 6 seconds.
 CB0002
 CB0002.The orthometric height was determined by differential leveling
 CB0002.and adjusted by the National Geodetic Survey in June 1991..
 CB0002
 CB0002.The geoid height was determined by GEOID03.
 CB0002
 CB0002.The dynamic height is computed by dividing the NAVD 88
 CB0002.geopotential number by the normal gravity value computed on the
 CB0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0002.degrees latitude (g = 980.6199 gals.).
 CB0002
 CB0002.The modeled gravity was interpolated from observed gravity values.
 CB0002
 CB0002;                    North         East    Units  Estimated Accuracy
 CB0002;SPC TX C     - 3,258,680.      704,120.      MT  (+/- 180 meters Scaled)
 CB0002
 CB0002                          SUPERSEDED SURVEY CONTROL
 CB0002
 CB0002  NGVD 29 (??/??/92)  597.978  (m)         1961.87   (f) ADJ UNCH    2 0
 CB0002
 CB0002.Superseded values are not recommended for survey control.
 CB0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0002.See file dsdata.txt to determine how the superseded data were derived.
 CB0002
 CB0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA781411(NAD 83)
 CB0002_MARKER: P = PIPE CAP
 CB0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CB0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CB0002_STAMPING: 1961.866 1962 1921
 CB0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0002
 CB0002  HISTORY     - Date     Condition        Report By
 CB0002  HISTORY     - 1921     MONUMENTED       USGS
 CB0002  HISTORY     - 1940     GOOD             NGS
 CB0002
 CB0002                          STATION DESCRIPTION
 CB0002
 CB0002'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 CB0002'IN FT CHADBOURNE.
 CB0002'AT FORT CHADBOURNE, COKE COUNTY, ON THE PANHANDLE AND SANTA FE
 CB0002'RAILWAY, 120 FEET NORTHWEST OF THE STATION, AT A ROAD CROSSING, 52
 CB0002'FEET WEST OF THE CENTERLINE OF THE TRACK, 50 FEET SOUTH OF THE
 CB0002'CENTERLINE OF THE ROAD, AND 17 FEET SOUTHWEST OF A POLE.  A UNITED
 CB0002'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1961.866 1962 1921 AND
 CB0002'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 CB0002
 CB0002                          STATION RECOVERY (1940)
 CB0002
 CB0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0700 ***********************************************************************
 CA0700  DESIGNATION -  1964.96
 CA0700  PID         -  CA0700
 CA0700  STATE/COUNTY-  TX/COLEMAN
 CA0700  USGS QUAD   -  TALPA (1987)
 CA0700
 CA0700                         *CURRENT SURVEY CONTROL
 CA0700  ___________________________________________________________________
 CA0700* NAD 83(1986)-  31 45 49.     (N)    099 37 40.     (W)     SCALED    
 CA0700* NAVD 88     -       599.282  (meters)    1966.14   (feet)  ADJUSTED  
 CA0700  ___________________________________________________________________
 CA0700  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CA0700  DYNAMIC HT  -         598.480 (meters)    1963.51  (feet)  COMP
 CA0700  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 CA0700
 CA0700  VERT ORDER  -  SECOND    CLASS 0
 CA0700
 CA0700.The horizontal coordinates were scaled from a topographic map and have
 CA0700.an estimated accuracy of +/- 6 seconds.
 CA0700
 CA0700.The orthometric height was determined by differential leveling
 CA0700.and adjusted by the National Geodetic Survey in June 1991..
 CA0700
 CA0700.The geoid height was determined by GEOID03.
 CA0700
 CA0700.The dynamic height is computed by dividing the NAVD 88
 CA0700.geopotential number by the normal gravity value computed on the
 CA0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0700.degrees latitude (g = 980.6199 gals.).
 CA0700
 CA0700.The modeled gravity was interpolated from observed gravity values.
 CA0700
 CA0700;                    North         East    Units  Estimated Accuracy
 CA0700;SPC TX C     - 3,232,680.      766,840.      MT  (+/- 180 meters Scaled)
 CA0700
 CA0700                          SUPERSEDED SURVEY CONTROL
 CA0700
 CA0700  NGVD 29 (??/??/92)  599.148  (m)         1965.70   (f) ADJ UNCH    2 0
 CA0700
 CA0700.Superseded values are not recommended for survey control.
 CA0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0700.See file dsdata.txt to determine how the superseded data were derived.
 CA0700
 CA0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA405144(NAD 83)
 CA0700_MARKER: Z = SEE DESCRIPTION
 CA0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0700_SP_SET: RAIL
 CA0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0700
 CA0700  HISTORY     - Date     Condition        Report By
 CA0700  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0700  HISTORY     - 1935     GOOD             NGS
 CA0700
 CA0700                          STATION DESCRIPTION
 CA0700
 CA0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0700'5.0 MI E FROM TALPA.
 CA0700'5.0 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0700'STATION AT TALPA, COLEMAN COUNTY, AT MILE ZONE 16+0665, AT STATION
 CA0700'851+45, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST
 CA0700'POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0198 ***********************************************************************
 CR0198  DESIGNATION -  197
 CR0198  PID         -  CR0198
 CR0198  STATE/COUNTY-  TX/HARRISON
 CR0198  USGS QUAD   -  EASTON (1983)
 CR0198
 CR0198                         *CURRENT SURVEY CONTROL
 CR0198  ___________________________________________________________________
 CR0198* NAD 83(1986)-  32 24 02.     (N)    094 36 16.     (W)     SCALED    
 CR0198* NAVD 88     -        76.93   (+/-2cm)     252.4    (feet)  VERTCON   
 CR0198  ___________________________________________________________________
 CR0198  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CR0198
 CR0198  VERT ORDER  -  ? (See Below)
 CR0198
 CR0198.The horizontal coordinates were scaled from a topographic map and have
 CR0198.an estimated accuracy of +/- 6 seconds.
 CR0198
 CR0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0198.The vertical order pertains to the NGVD 29 superseded value.
 CR0198
 CR0198.The geoid height was determined by GEOID03.
 CR0198
 CR0198;                    North         East    Units  Estimated Accuracy
 CR0198;SPC TXNC     - 2,088,180.      966,390.      MT  (+/- 180 meters Scaled)
 CR0198
 CR0198                          SUPERSEDED SURVEY CONTROL
 CR0198
 CR0198  NGVD 29 (??/??/92)   76.969  (m)          252.52   (f) ADJ UNCH    ?  
 CR0198
 CR0198.Superseded values are not recommended for survey control.
 CR0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0198.See file dsdata.txt to determine how the superseded data were derived.
 CR0198
 CR0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR491859(NAD 83)
 CR0198_MARKER: Z = SEE DESCRIPTION
 CR0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0198_SP_SET: RAIL
 CR0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0198
 CR0198  HISTORY     - Date     Condition        Report By
 CR0198  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0198  HISTORY     - 1934     GOOD             NGS
 CR0198
 CR0198                          STATION DESCRIPTION
 CR0198
 CR0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0198'8.9 MI NW FROM TATUM.
 CR0198'IN HARRISON COUNTY, 8.9 MILES NORTHWEST ALONG THE GULF, COLORADO AND
 CR0198'SANTA FE RAILWAY FROM TATUM, RUSK COUNTY, AND NEAR MILEPOST 197.  THE
 CR0198'TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0695 ***********************************************************************
 CA0695  DESIGNATION -  1972.20
 CA0695  PID         -  CA0695
 CA0695  STATE/COUNTY-  TX/COLEMAN
 CA0695  USGS QUAD   -  TALPA (1987)
 CA0695
 CA0695                         *CURRENT SURVEY CONTROL
 CA0695  ___________________________________________________________________
 CA0695* NAD 83(1986)-  31 46 23.     (N)    099 40 40.     (W)     SCALED    
 CA0695* NAVD 88     -       601.498  (meters)    1973.41   (feet)  ADJUSTED  
 CA0695  ___________________________________________________________________
 CA0695  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CA0695  DYNAMIC HT  -         600.691 (meters)    1970.77  (feet)  COMP
 CA0695  MODELED GRAV-     979,279.2   (mgal)                       NAVD 88
 CA0695
 CA0695  VERT ORDER  -  SECOND    CLASS 0
 CA0695
 CA0695.The horizontal coordinates were scaled from a topographic map and have
 CA0695.an estimated accuracy of +/- 6 seconds.
 CA0695
 CA0695.The orthometric height was determined by differential leveling
 CA0695.and adjusted by the National Geodetic Survey in June 1991..
 CA0695
 CA0695.The geoid height was determined by GEOID03.
 CA0695
 CA0695.The dynamic height is computed by dividing the NAVD 88
 CA0695.geopotential number by the normal gravity value computed on the
 CA0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0695.degrees latitude (g = 980.6199 gals.).
 CA0695
 CA0695.The modeled gravity was interpolated from observed gravity values.
 CA0695
 CA0695;                    North         East    Units  Estimated Accuracy
 CA0695;SPC TX C     - 3,233,700.      762,100.      MT  (+/- 180 meters Scaled)
 CA0695
 CA0695                          SUPERSEDED SURVEY CONTROL
 CA0695
 CA0695  NGVD 29 (??/??/92)  601.363  (m)         1972.97   (f) ADJ UNCH    2 0
 CA0695
 CA0695.Superseded values are not recommended for survey control.
 CA0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0695.See file dsdata.txt to determine how the superseded data were derived.
 CA0695
 CA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA358154(NAD 83)
 CA0695_MARKER: Z = SEE DESCRIPTION
 CA0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0695_SP_SET: RAIL
 CA0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0695
 CA0695  HISTORY     - Date     Condition        Report By
 CA0695  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0695  HISTORY     - 1935     GOOD             NGS
 CA0695
 CA0695                          STATION DESCRIPTION
 CA0695
 CA0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0695'2.0 MI E FROM TALPA.
 CA0695'2.0 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0695'STATION AT TALPA, COLEMAN COUNTY, AT MILEZONE 19+1150, AT STATION
 CA0695'1014+70, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE
 CA0695'HIGHEST POINT OF SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0200 ***********************************************************************
 CR0200  DESIGNATION -  198
 CR0200  PID         -  CR0200
 CR0200  STATE/COUNTY-  TX/HARRISON
 CR0200  USGS QUAD   -  EASTON (1983)
 CR0200
 CR0200                         *CURRENT SURVEY CONTROL
 CR0200  ___________________________________________________________________
 CR0200* NAD 83(1986)-  32 24 16.     (N)    094 37 14.     (W)     SCALED    
 CR0200* NAVD 88     -        77.14   (+/-2cm)     253.1    (feet)  VERTCON   
 CR0200  ___________________________________________________________________
 CR0200  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0200
 CR0200  VERT ORDER  -  ? (See Below)
 CR0200
 CR0200.The horizontal coordinates were scaled from a topographic map and have
 CR0200.an estimated accuracy of +/- 6 seconds.
 CR0200
 CR0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0200.The vertical order pertains to the NGVD 29 superseded value.
 CR0200
 CR0200.The geoid height was determined by GEOID03.
 CR0200
 CR0200;                    North         East    Units  Estimated Accuracy
 CR0200;SPC TXNC     - 2,088,550.      964,860.      MT  (+/- 180 meters Scaled)
 CR0200
 CR0200                          SUPERSEDED SURVEY CONTROL
 CR0200
 CR0200  NGVD 29 (??/??/92)   77.174  (m)          253.19   (f) ADJ UNCH    ?  
 CR0200
 CR0200.Superseded values are not recommended for survey control.
 CR0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0200.See file dsdata.txt to determine how the superseded data were derived.
 CR0200
 CR0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR475864(NAD 83)
 CR0200_MARKER: Z = SEE DESCRIPTION
 CR0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0200_SP_SET: RAIL
 CR0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0200
 CR0200  HISTORY     - Date     Condition        Report By
 CR0200  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0200  HISTORY     - 1934     GOOD             NGS
 CR0200
 CR0200                          STATION DESCRIPTION
 CR0200
 CR0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0200'9.5 MI SE FROM LONGVIEW.
 CR0200'IN HARRISON COUNTY, 9.5 MILES SOUTHEAST ALONG THE GULF, COLORADO AND
 CR0200'SANTA FE RAILWAY FROM LONGVIEW, GREGG COUNTY, AND NEAR MILEPOST 198.
 CR0200'THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0703 ***********************************************************************
 CA0703  DESIGNATION -  1981.82
 CA0703  PID         -  CA0703
 CA0703  STATE/COUNTY-  TX/COLEMAN
 CA0703  USGS QUAD   -  VALERA (1967)
 CA0703
 CA0703                         *CURRENT SURVEY CONTROL
 CA0703  ___________________________________________________________________
 CA0703* NAD 83(1986)-  31 45 32.     (N)    099 36 36.     (W)     SCALED    
 CA0703* NAVD 88     -       604.462  (meters)    1983.14   (feet)  ADJUSTED  
 CA0703  ___________________________________________________________________
 CA0703  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CA0703  DYNAMIC HT  -         603.654 (meters)    1980.49  (feet)  COMP
 CA0703  MODELED GRAV-     979,284.1   (mgal)                       NAVD 88
 CA0703
 CA0703  VERT ORDER  -  SECOND    CLASS 0
 CA0703
 CA0703.The horizontal coordinates were scaled from a topographic map and have
 CA0703.an estimated accuracy of +/- 6 seconds.
 CA0703
 CA0703.The orthometric height was determined by differential leveling
 CA0703.and adjusted by the National Geodetic Survey in June 1991..
 CA0703
 CA0703.The geoid height was determined by GEOID03.
 CA0703
 CA0703.The dynamic height is computed by dividing the NAVD 88
 CA0703.geopotential number by the normal gravity value computed on the
 CA0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0703.degrees latitude (g = 980.6199 gals.).
 CA0703
 CA0703.The modeled gravity was interpolated from observed gravity values.
 CA0703
 CA0703;                    North         East    Units  Estimated Accuracy
 CA0703;SPC TX C     - 3,232,160.      768,530.      MT  (+/- 180 meters Scaled)
 CA0703
 CA0703                          SUPERSEDED SURVEY CONTROL
 CA0703
 CA0703  NGVD 29 (??/??/92)  604.326  (m)         1982.69   (f) ADJ UNCH    2 0
 CA0703
 CA0703.Superseded values are not recommended for survey control.
 CA0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0703.See file dsdata.txt to determine how the superseded data were derived.
 CA0703
 CA0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA422138(NAD 83)
 CA0703_MARKER: Z = SEE DESCRIPTION
 CA0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0703_SP_SET: RAIL
 CA0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0703
 CA0703  HISTORY     - Date     Condition        Report By
 CA0703  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0703  HISTORY     - 1935     GOOD             NGS
 CA0703
 CA0703                          STATION DESCRIPTION
 CA0703
 CA0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0703'3.7 MI W FROM VALERA.
 CA0703'3.7 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0703'STATION AT VALERA, COLEMAN COUNTY, AT MILE ZONE 15+0550, AT STATION
 CA0703'797+50, AND 48 FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST
 CA0703'POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0201 ***********************************************************************
 CR0201  DESIGNATION -  199
 CR0201  PID         -  CR0201
 CR0201  STATE/COUNTY-  TX/HARRISON
 CR0201  USGS QUAD   -  LAKEPORT (1983)
 CR0201
 CR0201                         *CURRENT SURVEY CONTROL
 CR0201  ___________________________________________________________________
 CR0201* NAD 83(1986)-  32 24 58.     (N)    094 37 46.     (W)     SCALED    
 CR0201* NAVD 88     -        77.77   (+/-2cm)     255.2    (feet)  VERTCON   
 CR0201  ___________________________________________________________________
 CR0201  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0201
 CR0201  VERT ORDER  -  ? (See Below)
 CR0201
 CR0201.The horizontal coordinates were scaled from a topographic map and have
 CR0201.an estimated accuracy of +/- 6 seconds.
 CR0201
 CR0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0201.The vertical order pertains to the NGVD 29 superseded value.
 CR0201
 CR0201.The geoid height was determined by GEOID03.
 CR0201
 CR0201;                    North         East    Units  Estimated Accuracy
 CR0201;SPC TXNC     - 2,089,810.      963,970.      MT  (+/- 180 meters Scaled)
 CR0201
 CR0201                          SUPERSEDED SURVEY CONTROL
 CR0201
 CR0201  NGVD 29 (??/??/92)   77.809  (m)          255.28   (f) ADJ UNCH    ?  
 CR0201
 CR0201.Superseded values are not recommended for survey control.
 CR0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0201.See file dsdata.txt to determine how the superseded data were derived.
 CR0201
 CR0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR467877(NAD 83)
 CR0201_MARKER: Z = SEE DESCRIPTION
 CR0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0201_SP_SET: RAIL
 CR0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0201
 CR0201  HISTORY     - Date     Condition        Report By
 CR0201  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0201  HISTORY     - 1934     GOOD             NGS
 CR0201
 CR0201                          STATION DESCRIPTION
 CR0201
 CR0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0201'8.5 MI SE FROM LONGVIEW.
 CR0201'IN HARRISON COUNTY, 8.5 MILES SOUTHEAST ALONG THE GULF, COLORADO AND
 CR0201'SANTA FE RAILWAY FROM LONGVIEW, GREGG COUNTY, AND NEAR MILEPOST 199.
 CR0201'THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0478 ***********************************************************************
 BN0478  DESIGNATION -  1990 USGS
 BN0478  PID         -  BN0478
 BN0478  STATE/COUNTY-  TX/MENARD
 BN0478  USGS QUAD   -  MENARD (1987)
 BN0478
 BN0478                         *CURRENT SURVEY CONTROL
 BN0478  ___________________________________________________________________
 BN0478* NAD 83(1986)-  30 56 25.     (N)    099 46 50.     (W)     SCALED    
 BN0478* NAVD 88     -       606.521  (meters)    1989.89   (feet)  ADJUSTED  
 BN0478  ___________________________________________________________________
 BN0478  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 BN0478  DYNAMIC HT  -         605.673 (meters)    1987.11  (feet)  COMP
 BN0478  MODELED GRAV-     979,222.7   (mgal)                       NAVD 88
 BN0478
 BN0478  VERT ORDER  -  FIRST     CLASS II
 BN0478
 BN0478.The horizontal coordinates were scaled from a topographic map and have
 BN0478.an estimated accuracy of +/- 6 seconds.
 BN0478
 BN0478.The orthometric height was determined by differential leveling
 BN0478.and adjusted by the National Geodetic Survey in June 1991..
 BN0478
 BN0478.The geoid height was determined by GEOID03.
 BN0478
 BN0478.The dynamic height is computed by dividing the NAVD 88
 BN0478.geopotential number by the normal gravity value computed on the
 BN0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0478.degrees latitude (g = 980.6199 gals.).
 BN0478
 BN0478.The modeled gravity was interpolated from observed gravity values.
 BN0478
 BN0478;                    North         East    Units  Estimated Accuracy
 BN0478;SPC TX C     - 3,141,320.      752,820.      MT  (+/- 180 meters Scaled)
 BN0478
 BN0478                          SUPERSEDED SURVEY CONTROL
 BN0478
 BN0478.No superseded survey control is available for this station.
 BN0478
 BN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV254232(NAD 83)
 BN0478_MARKER: DB = BENCH MARK DISK
 BN0478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BN0478_SP_SET: HEADWALL
 BN0478_STAMPING: 1990 2 TRT 1970
 BN0478_MARK LOGO: USGS  
 BN0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0478+STABILITY: SURFACE MOTION
 BN0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0478+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003
 BN0478
 BN0478  HISTORY     - Date     Condition        Report By
 BN0478  HISTORY     - 1970     MONUMENTED       USGS
 BN0478  HISTORY     - 1981     GOOD             NGS
 BN0478  HISTORY     - 19951104 GOOD             USPSQD
 BN0478  HISTORY     - 20031126 GOOD             USPSQD
 BN0478
 BN0478                          STATION DESCRIPTION
 BN0478
 BN0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0478'0.2 KM (0.1 MI) NE FROM MENARD.
 BN0478'0.2 KM (0.1 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS JUNCTION
 BN0478'WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, IN TOP OF THE WEST
 BN0478'END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY AND
 BN0478'11.9 METERS (39.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 BN0478'HIGHWAY.
 BN0478'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0478
 BN0478                          STATION RECOVERY (1995)
 BN0478
 BN0478'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0478'RECOVERED IN GOOD CONDITION.
 BN0478
 BN0478                          STATION RECOVERY (2003)
 BN0478
 BN0478'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BN0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0207 ***********************************************************************
 CU0207  DESIGNATION -  1999
 CU0207  PID         -  CU0207
 CU0207  STATE/COUNTY-  TX/COKE
 CU0207  USGS QUAD   -  BLACKWELL (1987)
 CU0207
 CU0207                         *CURRENT SURVEY CONTROL
 CU0207  ___________________________________________________________________
 CU0207* NAD 83(1986)-  32 03 23.     (N)    100 18 22.     (W)     SCALED    
 CU0207* NAVD 88     -       609.329  (meters)    1999.11   (feet)  ADJUSTED  
 CU0207  ___________________________________________________________________
 CU0207  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CU0207  DYNAMIC HT  -         608.525 (meters)    1996.47  (feet)  COMP
 CU0207  MODELED GRAV-     979,301.2   (mgal)                       NAVD 88
 CU0207
 CU0207  VERT ORDER  -  SECOND    CLASS 0
 CU0207
 CU0207.The horizontal coordinates were scaled from a topographic map and have
 CU0207.an estimated accuracy of +/- 6 seconds.
 CU0207
 CU0207.The orthometric height was determined by differential leveling
 CU0207.and adjusted by the National Geodetic Survey in June 1991..
 CU0207
 CU0207.The geoid height was determined by GEOID03.
 CU0207
 CU0207.The dynamic height is computed by dividing the NAVD 88
 CU0207.geopotential number by the normal gravity value computed on the
 CU0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0207.degrees latitude (g = 980.6199 gals.).
 CU0207
 CU0207.The modeled gravity was interpolated from observed gravity values.
 CU0207
 CU0207;                    North         East    Units  Estimated Accuracy
 CU0207;SPC TX C     - 3,264,930.      702,570.      MT  (+/- 180 meters Scaled)
 CU0207
 CU0207                          SUPERSEDED SURVEY CONTROL
 CU0207
 CU0207  NGVD 29 (??/??/92)  609.148  (m)         1998.51   (f) ADJ UNCH    2 0
 CU0207
 CU0207.Superseded values are not recommended for survey control.
 CU0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0207.See file dsdata.txt to determine how the superseded data were derived.
 CU0207
 CU0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA767474(NAD 83)
 CU0207_MARKER: P = PIPE CAP
 CU0207_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0207_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0207_STAMPING: 1998.513 1999 1921
 CU0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0207
 CU0207  HISTORY     - Date     Condition        Report By
 CU0207  HISTORY     - 1921     MONUMENTED       USGS
 CU0207  HISTORY     - 1968     MARK NOT FOUND   USGS
 CU0207
 CU0207                          STATION DESCRIPTION
 CU0207
 CU0207'DESCRIBED BY US GEOLOGICAL SURVEY 1921
 CU0207'2.2 MI S FROM BLACKWELL.
 CU0207'2.2 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0207'STATION AT BLACKWELL, NOLAN COUNTY, 6 POLES SOUTH OF MILEPOST 673, ONE
 CU0207'POLE SOUTH OF BRIDGE NO. 673.2, 50 FEET WEST OF THE CENTERLINE OF THE
 CU0207'TRACK, 25 FEET NORTHWEST OF A POLE, AND 5 FEET LOWER THAN THE TRACK. A
 CU0207'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1998.513 1999
 CU0207'1921 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 CU0207
 CU0207                          STATION RECOVERY (1968)
 CU0207
 CU0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CU0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0431 ***********************************************************************
 CE0431  DESIGNATION -  2
 CE0431  PID         -  CE0431
 CE0431  STATE/COUNTY-  TX/EL PASO
 CE0431  USGS QUAD   -  YSLETA NW (1994)
 CE0431
 CE0431                         *CURRENT SURVEY CONTROL
 CE0431  ___________________________________________________________________
 CE0431* NAD 83(1986)-  31 44 48.     (N)    106 28 55.     (W)     SCALED    
 CE0431* NAVD 88     -      1132.563  (meters)    3715.75   (feet)  ADJUSTED  
 CE0431  ___________________________________________________________________
 CE0431  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0431  DYNAMIC HT  -        1130.863 (meters)    3710.17  (feet)  COMP
 CE0431  MODELED GRAV-     979,100.1   (mgal)                       NAVD 88
 CE0431
 CE0431  VERT ORDER  -  FIRST     CLASS I
 CE0431
 CE0431.The horizontal coordinates were scaled from a topographic map and have
 CE0431.an estimated accuracy of +/- 6 seconds.
 CE0431
 CE0431.The orthometric height was determined by differential leveling
 CE0431.and adjusted by the National Geodetic Survey in November 1996..
 CE0431
 CE0431.The geoid height was determined by GEOID03.
 CE0431
 CE0431.The dynamic height is computed by dividing the NAVD 88
 CE0431.geopotential number by the normal gravity value computed on the
 CE0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0431.degrees latitude (g = 980.6199 gals.).
 CE0431
 CE0431.The modeled gravity was interpolated from observed gravity values.
 CE0431
 CE0431;                    North         East    Units  Estimated Accuracy
 CE0431;SPC TX C     - 3,246,680.      117,720.      MT  (+/- 180 meters Scaled)
 CE0431
 CE0431                          SUPERSEDED SURVEY CONTROL
 CE0431
 CE0431  NAVD 88 (06/15/91) 1132.578  (m)         3715.80   (f) UNKNOWN     1 1
 CE0431
 CE0431.Superseded values are not recommended for survey control.
 CE0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0431.See file dsdata.txt to determine how the superseded data were derived.
 CE0431
 CE0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR596133(NAD 83)
 CE0431_MARKER: DU = BOUNDARY MARKER
 CE0431_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0431_SP_SET: WINGWALL
 CE0431_MARK LOGO: IBWC  
 CE0431_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0431+STABILITY: SURFACE MOTION
 CE0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0431+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1992
 CE0431
 CE0431  HISTORY     - Date     Condition        Report By
 CE0431  HISTORY     - 1909     MONUMENTED       IBWC
 CE0431  HISTORY     - 1981     GOOD             NGS
 CE0431  HISTORY     - 19921122 GOOD             NGS
 CE0431
 CE0431                          STATION DESCRIPTION
 CE0431
 CE0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0431'IN EL PASO.
 CE0431'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CE0431'IN EL PASO, AT THE SOUTHERN PACIFIC RAILROAD BRIDGE CROSSING THE
 CE0431'RIO GRANDE RIVER INTO MEXICO, 0.3 KM (0.15 MI) EAST OF THE EL PASO
 CE0431'STREET BRIDGE, IN TOP OF THE EAST END OF THE NORTHEAST
 CE0431'WINGWALL OF THE NORTHEAST ABUTMENT OF THE BRIDGE AND 3.7
 CE0431'METERS (12.0 FT) EAST OF THE NEAR RAIL.
 CE0431
 CE0431                          STATION RECOVERY (1992)
 CE0431
 CE0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0431'IN EL PASO, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND
 CE0431'THE RIO GRANDE RIVER, IN TOP OF AND 0.1 M (0.3 FT) NORTH OF THE SOUTH
 CE0431'END OF THE NORTHEAST CONCRETE WINGWALL OF A RAILROAD BRIDGE SPANNING
 CE0431'THE RIO GRANDE RIVER, 0.3 KM (0.20 MI) EAST OF THE EL PASO STREET
 CE0431'INTERNATIONAL BRIDGE, 3.7 M (12.1 FT) EAST OF THE NEAR RAIL, AND
 CE0431'LEVEL WITH THE TRACK.  NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1237 ***********************************************************************
 AE1237  DESIGNATION -  2
 AE1237  PID         -  AE1237
 AE1237  STATE/COUNTY-  TX/HIDALGO
 AE1237  USGS QUAD   -  HIDALGO (1983)
 AE1237
 AE1237                         *CURRENT SURVEY CONTROL
 AE1237  ___________________________________________________________________
 AE1237* NAD 83(1986)-  26 05 49.     (N)    098 15 45.     (W)     SCALED    
 AE1237* NAVD 88     -        33.251  (meters)     109.09   (feet)  ADJUSTED  
 AE1237  ___________________________________________________________________
 AE1237  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE1237  DYNAMIC HT  -          33.195 (meters)     108.91  (feet)  COMP
 AE1237  MODELED GRAV-     978,973.5   (mgal)                       NAVD 88
 AE1237
 AE1237  VERT ORDER  -  FIRST     CLASS II
 AE1237
 AE1237.The horizontal coordinates were scaled from a topographic map and have
 AE1237.an estimated accuracy of +/- 6 seconds.
 AE1237
 AE1237.The orthometric height was determined by differential leveling
 AE1237.and adjusted by the National Geodetic Survey in June 1991..
 AE1237
 AE1237.The geoid height was determined by GEOID03.
 AE1237
 AE1237.The dynamic height is computed by dividing the NAVD 88
 AE1237.geopotential number by the normal gravity value computed on the
 AE1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1237.degrees latitude (g = 980.6199 gals.).
 AE1237
 AE1237.The modeled gravity was interpolated from observed gravity values.
 AE1237
 AE1237;                    North         East    Units  Estimated Accuracy
 AE1237;SPC TX S     - 5,047,700.      323,760.      MT  (+/- 180 meters Scaled)
 AE1237
 AE1237                          SUPERSEDED SURVEY CONTROL
 AE1237
 AE1237.No superseded survey control is available for this station.
 AE1237
 AE1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP737866(NAD 83)
 AE1237_MARKER: DD = SURVEY DISK
 AE1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1237_SP_SET: CISTERN
 AE1237_STAMPING: NO. 2
 AE1237_MARK LOGO: IBWC  
 AE1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1237
 AE1237  HISTORY     - Date     Condition        Report By
 AE1237  HISTORY     - UNK      MONUMENTED       IBWC
 AE1237  HISTORY     - 1981     GOOD             NGS
 AE1237  HISTORY     - 19920427 MARK NOT FOUND   USGS
 AE1237
 AE1237                          STATION DESCRIPTION
 AE1237
 AE1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1237'0.6 KM (1.0 MI) SOUTH FROM HIDALGO.
 AE1237'0.9 KM (0.55 MI) SOUTH ALONG SECOND STREET FROM THE JUNCTION OF TEXANO
 AE1237'DRIVE, THENCE 0.08 KM (0.05 MI) WEST ALONG A DIRT ROAD (ON LEVEE), AT
 AE1237'THE PHARR SAN JUAN PUMPING STATION, SET IN THE TOP OF A CONCRETE WATER
 AE1237'CONTROL CISTERN, 76.2 METERS (250.0 FT) NORTHEAST OF THE PUMPHOUSE,
 AE1237'AND 5.5 METERS (18.0 FT) SOUTH OF THE CENTER OF THE ROAD, NOTE,
 AE1237'STAMPING DONE BY THIS PARTY.
 AE1237
 AE1237                          STATION RECOVERY (1992)
 AE1237
 AE1237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 AE1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0201 ***********************************************************************
 CE0201  DESIGNATION -  2
 CE0201  PID         -  CE0201
 CE0201  STATE/COUNTY-  TX/EL PASO
 CE0201  USGS QUAD   -  CANUTILLO (1995)
 CE0201
 CE0201                         *CURRENT SURVEY CONTROL
 CE0201  ___________________________________________________________________
 CE0201* NAD 83(1986)-  31 58 31.     (N)    106 36 12.     (W)     SCALED    
 CE0201* NAVD 88     -      1154.326  (meters)    3787.15   (feet)  ADJUSTED  
 CE0201  ___________________________________________________________________
 CE0201  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0201  DYNAMIC HT  -        1152.613 (meters)    3781.53  (feet)  COMP
 CE0201  MODELED GRAV-     979,115.4   (mgal)                       NAVD 88
 CE0201
 CE0201  VERT ORDER  -  FIRST     CLASS II
 CE0201
 CE0201.The horizontal coordinates were scaled from a topographic map and have
 CE0201.an estimated accuracy of +/- 6 seconds.
 CE0201
 CE0201.The orthometric height was determined by differential leveling
 CE0201.and adjusted by the National Geodetic Survey in June 1991..
 CE0201
 CE0201.The geoid height was determined by GEOID03.
 CE0201
 CE0201.The dynamic height is computed by dividing the NAVD 88
 CE0201.geopotential number by the normal gravity value computed on the
 CE0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0201.degrees latitude (g = 980.6199 gals.).
 CE0201
 CE0201.The modeled gravity was interpolated from observed gravity values.
 CE0201
 CE0201;                    North         East    Units  Estimated Accuracy
 CE0201;SPC TX C     - 3,272,630.      107,670.      MT  (+/- 180 meters Scaled)
 CE0201
 CE0201                          SUPERSEDED SURVEY CONTROL
 CE0201
 CE0201  NGVD 29 (??/??/92) 1153.81   (m)         3785.5    (f) COMPUTED    1 2
 CE0201
 CE0201.Superseded values are not recommended for survey control.
 CE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0201.See file dsdata.txt to determine how the superseded data were derived.
 CE0201
 CE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR485388(NAD 83)
 CE0201_MARKER: DB = BENCH MARK DISK
 CE0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0201_STAMPING: ELEV 2 3786 FT
 CE0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0201+STABILITY: SURFACE MOTION
 CE0201
 CE0201  HISTORY     - Date     Condition        Report By
 CE0201  HISTORY     - UNK      MONUMENTED       NMTXBC
 CE0201  HISTORY     - 1952     GOOD             NGS
 CE0201  HISTORY     - 1954     GOOD             NGS
 CE0201  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0201
 CE0201                          STATION DESCRIPTION
 CE0201
 CE0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0201'1.65 MI SE FROM LA TUNA.
 CE0201'1.65 MILES SOUTHEAST ALONG U.S. HIGHWAYS 80 AND 85 FROM THE ATCHISON,
 CE0201'TOPEKA AND SANTE FE RAILROAD STATION AT LA TUNA, 50.5 FEET NORTHEAST
 CE0201'OF THE NORTHEAST RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 CE0201'27 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHWEST
 CE0201'OF THE SOUTHWEST EDGE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 CE0201'POST WHICH PROJECTS 2.1 FEET ABOVE THE GROUND.  THIS MARK IS LEANING
 CE0201'SLIGHTLY.
 CE0201
 CE0201                          STATION RECOVERY (1954)
 CE0201
 CE0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0201'RECOVERED IN GOOD CONDITION.
 CE0201
 CE0201                          STATION RECOVERY (1981)
 CE0201
 CE0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3658 ***********************************************************************
 AW3658  DESIGNATION -  2
 AW3658  PID         -  AW3658
 AW3658  STATE/COUNTY-  TX/HARRIS
 AW3658  USGS QUAD   -  PASADENA (1995)
 AW3658
 AW3658                         *CURRENT SURVEY CONTROL
 AW3658  ___________________________________________________________________
 AW3658* NAD 83(1986)-  29 43 31.     (N)    095 12 36.     (W)     SCALED    
 AW3658* NAVD 88     -         7.44   (+/-2cm)      24.4    (feet)  VERTCON   
 AW3658  ___________________________________________________________________
 AW3658  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3658
 AW3658  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3658
 AW3658.The horizontal coordinates were scaled from a topographic map and have
 AW3658.an estimated accuracy of +/- 6 seconds.
 AW3658
 AW3658.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3658.The vertical order pertains to the NGVD 29 superseded value.
 AW3658
 AW3658.The geoid height was determined by GEOID03.
 AW3658
 AW3658;                    North         East    Units  Estimated Accuracy
 AW3658;SPC TXSC     - 4,215,620.      966,580.      MT  (+/- 180 meters Scaled)
 AW3658
 AW3658                          SUPERSEDED SURVEY CONTROL
 AW3658
 AW3658  NGVD 29 (??/??/92)    7.439  (m)           24.41   (f) ADJ UNCH    1 2
 AW3658
 AW3658.Superseded values are not recommended for survey control.
 AW3658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3658.See file dsdata.txt to determine how the superseded data were derived.
 AW3658
 AW3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN862903(NAD 83)
 AW3658_MARKER: Z = SEE DESCRIPTION
 AW3658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3658_SP_SET: STEEL CASING
 AW3658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3658
 AW3658  HISTORY     - Date     Condition        Report By
 AW3658  HISTORY     - UNK      MONUMENTED       CPFC
 AW3658  HISTORY     - 1964     GOOD             NGS
 AW3658
 AW3658                          STATION DESCRIPTION
 AW3658
 AW3658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3658'IN PASADENA.
 AW3658'AT PASADENA, ON PROPERTY BELONGING TO THE CHAMPION PAPER AND FIBER
 AW3658'COMPANY, ABOUT 0.1 MILE WEST OF THE MAIN OFFICE BUILDING, ABOUT 110
 AW3658'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE HOUSTON SHIP CHANNEL,
 AW3658'ABOUT 43 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE ROLL GRIND
 AW3658'BUILDING, 67 FEET NORTHWEST OF THE NORTHWEST SIDE OF A ROUND CONCRETE
 AW3658'BASIN, 21 FEET EAST OF THE NORTHEAST CORNER OF THE MACHINE BUILDING,
 AW3658'IN BETWEEN 2 RAILS OF A RAILROAD TRACK AND BETWEEN TWO RAILROAD TIES,
 AW3658'6 INCHES EAST OF THE WEST RAIL, THE TOP OF A 2-INCH ROD ENCASED IN OIL
 AW3658'INSIDE A 10-INCH STEEL CASING WHICH PROJECTS 2 INCHES ABOVE THE
 AW3658'RAILROAD TIES, AND ABOUT 18 INCHES BELOW THE TOP OF A METAL COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1955 ***********************************************************************
 AW1955  DESIGNATION -  2
 AW1955  PID         -  AW1955
 AW1955  STATE/COUNTY-  TX/HARRIS
 AW1955  USGS QUAD   -  LA PORTE (1982)
 AW1955
 AW1955                         *CURRENT SURVEY CONTROL
 AW1955  ___________________________________________________________________
 AW1955* NAD 83(1986)-  29 45 00.     (N)    095 04 47.     (W)     SCALED    
 AW1955* NAVD 88     -         5.449  (meters)      17.88   (feet)  ADJUSTED  
 AW1955  ___________________________________________________________________
 AW1955  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1955  DYNAMIC HT  -           5.441 (meters)      17.85  (feet)  COMP
 AW1955  MODELED GRAV-     979,286.8   (mgal)                       NAVD 88
 AW1955
 AW1955  VERT ORDER  -  FIRST     CLASS II
 AW1955
 AW1955.The horizontal coordinates were scaled from a topographic map and have
 AW1955.an estimated accuracy of +/- 6 seconds.
 AW1955
 AW1955.The orthometric height was determined by differential leveling
 AW1955.and adjusted by the National Geodetic Survey in June 1991..
 AW1955
 AW1955.The geoid height was determined by GEOID03.
 AW1955
 AW1955.The dynamic height is computed by dividing the NAVD 88
 AW1955.geopotential number by the normal gravity value computed on the
 AW1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1955.degrees latitude (g = 980.6199 gals.).
 AW1955
 AW1955.The modeled gravity was interpolated from observed gravity values.
 AW1955
 AW1955;                    North         East    Units  Estimated Accuracy
 AW1955;SPC TXSC     - 4,218,770.      979,090.      MT  (+/- 180 meters Scaled)
 AW1955
 AW1955                          SUPERSEDED SURVEY CONTROL
 AW1955
 AW1955  NGVD 29 (12/23/87)    5.446  (m)           17.87   (f) ADJUSTED    1 2
 AW1955
 AW1955.Superseded values are not recommended for survey control.
 AW1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1955.See file dsdata.txt to determine how the superseded data were derived.
 AW1955
 AW1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN988928(NAD 83)
 AW1955_MARKER: Z = SEE DESCRIPTION
 AW1955_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1955_SP_SET: SHALLOW-SET PIPE
 AW1955_MARK LOGO: UTX   
 AW1955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1955
 AW1955  HISTORY     - Date     Condition        Report By
 AW1955  HISTORY     - UNK      MONUMENTED       UTX
 AW1955  HISTORY     - 1964     GOOD             NGS
 AW1955  HISTORY     - 1978     GOOD             NGS
 AW1955  HISTORY     - 1986     GOOD             NGS
 AW1955  HISTORY     - 19980114 GOOD             USPSQD
 AW1955  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1955  HISTORY     - 20030213 MARK NOT FOUND   USPSQD
 AW1955  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW1955  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 AW1955
 AW1955                          STATION DESCRIPTION
 AW1955
 AW1955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1955'1.3 MI SE FROM LYNCHBURG.
 AW1955'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW1955'LANDING AT LYNCHBURG, THENCE 0.5 MILE EAST ALONG THE SAN JACINTO
 AW1955'MONUMENT ROAD, 53 FEET SOUTHWEST OF THE SOUTHWEST CONCRETE CURB OF A
 AW1955'ROAD AROUND THE MONUMENT, 24 1/2 FEET SOUTH OF BENCH MARK B.M. 3 (U.
 AW1955'OF T.), 6 FEET WEST OF A 6-INCH LIVE OAK TREE, THE TOP OF A 1-INCH
 AW1955'BRASS PLUG IN THE TOP OF A 1-INCH IRON PIPE WHICH IS ENCASED IN A
 AW1955'2-INCH IRON PIPE FILLED WITH GREASE AND IS INSIDE A 2-FOOT SQUARE
 AW1955'CONCRETE BOX  STRUCTURE WITH A KIDNEY SHAPED METAL COVER, AND
 AW1955'PROJECTING ABOUT 5 INCHES.
 AW1955
 AW1955                          STATION RECOVERY (1978)
 AW1955
 AW1955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1955'RECOVERED IN GOOD CONDITION.
 AW1955
 AW1955                          STATION RECOVERY (1986)
 AW1955
 AW1955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1955'RECOVERED IN GOOD CONDITION.
 AW1955
 AW1955                          STATION RECOVERY (1998)
 AW1955
 AW1955'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1955'RECOVERED IN GOOD CONDITION.
 AW1955
 AW1955                          STATION RECOVERY (2001)
 AW1955
 AW1955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1955'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1955
 AW1955                          STATION RECOVERY (2003)
 AW1955
 AW1955'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AW1955'MARK NOT FOUND.
 AW1955
 AW1955                          STATION RECOVERY (2004)
 AW1955
 AW1955'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1955'MARK NOT FOUND.
 AW1955
 AW1955                          STATION RECOVERY (2005)
 AW1955
 AW1955'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1955'UNDER THE GRASS SOME WHERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0735 ***********************************************************************
 AN0735  DESIGNATION -  2
 AN0735  PID         -  AN0735
 AN0735  STATE/COUNTY-  TX/VICTORIA
 AN0735  USGS QUAD   -  VICTORIA EAST (1995)
 AN0735
 AN0735                         *CURRENT SURVEY CONTROL
 AN0735  ___________________________________________________________________
 AN0735* NAD 83(1986)-  28 51 13.     (N)    096 55 48.     (W)     SCALED    
 AN0735* NAVD 88     -        30.63   (+/-2cm)     100.5    (feet)  VERTCON   
 AN0735  ___________________________________________________________________
 AN0735  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0735
 AN0735  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0735
 AN0735.This mark is at Victoria Reg (VCT) Airport (VCT)
 AN0735
 AN0735.The horizontal coordinates were scaled from a topographic map and have
 AN0735.an estimated accuracy of +/- 6 seconds.
 AN0735
 AN0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0735.The vertical order pertains to the NGVD 29 superseded value.
 AN0735
 AN0735.The geoid height was determined by GEOID03.
 AN0735
 AN0735;                    North         East    Units  Estimated Accuracy
 AN0735;SPC TXSC     - 4,114,860.      801,950.      MT  (+/- 180 meters Scaled)
 AN0735
 AN0735                          SUPERSEDED SURVEY CONTROL
 AN0735
 AN0735  NGVD 29 (??/??/92)   30.70   (m)          100.7    (f) COMPUTED    2 0
 AN0735
 AN0735.Superseded values are not recommended for survey control.
 AN0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0735.See file dsdata.txt to determine how the superseded data were derived.
 AN0735
 AN0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS019935(NAD 83)
 AN0735_MARKER: DD = SURVEY DISK
 AN0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0735_SP_SET: SEPTIC TANK
 AN0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0735
 AN0735  HISTORY     - Date     Condition        Report By
 AN0735  HISTORY     - UNK      MONUMENTED       DOD
 AN0735  HISTORY     - 1944     GOOD             NGS
 AN0735
 AN0735                          STATION DESCRIPTION
 AN0735
 AN0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 AN0735'IN FOSTER FIELD.
 AN0735'AT FOSTER FIELD, VICTORIA COUNTY, ABOUT 1.0 MILE NORTH OF U.S. HIGHWAY
 AN0735'59, AT THE SEWAGE-DISPOSAL PLANT, 35 FEET NORTH OF A SMALL WHITE
 AN0735'BUILDING, AND IN THE NORTHEAST CORNER OF A LARGE CONCRETE SEPTIC TANK.
 AN0735'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0865 ***********************************************************************
 FL0865  DESIGNATION -  2
 FL0865  PID         -  FL0865
 FL0865  STATE/COUNTY-  TX/CARSON
 FL0865  USGS QUAD   -  GROOM (1983)
 FL0865
 FL0865                         *CURRENT SURVEY CONTROL
 FL0865  ___________________________________________________________________
 FL0865* NAD 83(1986)-  35 11 47.     (N)    101 05 06.     (W)     SCALED    
 FL0865* NAVD 88     -       997.692  (meters)    3273.26   (feet)  ADJUSTED  
 FL0865  ___________________________________________________________________
 FL0865  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0865  DYNAMIC HT  -         996.536 (meters)    3269.47  (feet)  COMP
 FL0865  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 FL0865
 FL0865  VERT ORDER  -  FIRST     CLASS II
 FL0865
 FL0865.The horizontal coordinates were scaled from a topographic map and have
 FL0865.an estimated accuracy of +/- 6 seconds.
 FL0865
 FL0865.The orthometric height was determined by differential leveling
 FL0865.and adjusted by the National Geodetic Survey in June 1991..
 FL0865
 FL0865.The geoid height was determined by GEOID03.
 FL0865
 FL0865.The dynamic height is computed by dividing the NAVD 88
 FL0865.geopotential number by the normal gravity value computed on the
 FL0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0865.degrees latitude (g = 980.6199 gals.).
 FL0865
 FL0865.The modeled gravity was interpolated from observed gravity values.
 FL0865
 FL0865;                    North         East    Units  Estimated Accuracy
 FL0865;SPC TX N     - 1,132,800.      237,790.      MT  (+/- 180 meters Scaled)
 FL0865
 FL0865                          SUPERSEDED SURVEY CONTROL
 FL0865
 FL0865  NGVD 29 (??/??/92)  997.21   (m)         3271.7    (f) COMPUTED    1 2
 FL0865
 FL0865.Superseded values are not recommended for survey control.
 FL0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0865.See file dsdata.txt to determine how the superseded data were derived.
 FL0865
 FL0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD101968(NAD 83)
 FL0865_MARKER: Q = CHISELED SQUARE
 FL0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0865_SP_SET: CONCRETE POST
 FL0865_MARK LOGO: NONE  
 FL0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0865+STABILITY: SURFACE MOTION
 FL0865
 FL0865  HISTORY     - Date     Condition        Report By
 FL0865  HISTORY     - UNK      MONUMENTED       CGS
 FL0865  HISTORY     - 1943     GOOD             NGS
 FL0865  HISTORY     - 1984     GOOD             NGS
 FL0865
 FL0865                          STATION DESCRIPTION
 FL0865
 FL0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0865'1.6 MI E FROM GROOM.
 FL0865'1.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0865'FROM THE STATION AT GROOM, COUNTY, AT THE GRAY-CARSON COUNTY LINE, 39
 FL0865'FEET NORTH OF THE CENTERLINE OF THE TRACK, 36 FEET SOUTH OF THE
 FL0865'CENTERLINE OF U.S. HIGHWAY 66, ON THE TOP OF CONCRETE HIGHWAY STATION
 FL0865'POST 1750 + 15.0, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A
 FL0865'CHISELED SQUARE.  NOTE-- THE ORIGIN OF THIS BENCH MARK IS UNKNOWN.
 FL0865
 FL0865                          STATION RECOVERY (1984)
 FL0865
 FL0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0865'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0865'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0865'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 16.5 KM (10.25 MI)
 FL0865'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PICIFIC RAILROAD.
 FL0865'NOTE=THE HIGHWAY STATION POST MENTIONED IN THE DESCRIPTION IS NUMBER
 FL0865'1750+510 NOT 1750+15.0 ADD=AT THE CARSON-GRAY COUNTY LINE POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0160 ***********************************************************************
 BO0160  DESIGNATION -  2
 BO0160  PID         -  BO0160
 BO0160  STATE/COUNTY-  TX/CROCKETT
 BO0160  USGS QUAD   -  OZONA (1979)
 BO0160
 BO0160                         *CURRENT SURVEY CONTROL
 BO0160  ___________________________________________________________________
 BO0160* NAD 83(1986)-  30 42 39.     (N)    101 12 00.     (W)     SCALED    
 BO0160* NAVD 88     -       716.620  (meters)    2351.11   (feet)  ADJUSTED  
 BO0160  ___________________________________________________________________
 BO0160  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 BO0160  DYNAMIC HT  -         715.565 (meters)    2347.65  (feet)  COMP
 BO0160  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 BO0160
 BO0160  VERT ORDER  -  FIRST     CLASS II
 BO0160
 BO0160.The horizontal coordinates were scaled from a topographic map and have
 BO0160.an estimated accuracy of +/- 6 seconds.
 BO0160
 BO0160.The orthometric height was determined by differential leveling
 BO0160.and adjusted by the National Geodetic Survey in June 1991..
 BO0160
 BO0160.The geoid height was determined by GEOID03.
 BO0160
 BO0160.The dynamic height is computed by dividing the NAVD 88
 BO0160.geopotential number by the normal gravity value computed on the
 BO0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0160.degrees latitude (g = 980.6199 gals.).
 BO0160
 BO0160.The modeled gravity was interpolated from observed gravity values.
 BO0160
 BO0160;                    North         East    Units  Estimated Accuracy
 BO0160;SPC TX C     - 3,116,080.      616,990.      MT  (+/- 180 meters Scaled)
 BO0160
 BO0160                          SUPERSEDED SURVEY CONTROL
 BO0160
 BO0160  NGVD 29 (??/??/92)  716.405  (m)         2350.41   (f) ADJ UNCH    1 2
 BO0160
 BO0160.Superseded values are not recommended for survey control.
 BO0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0160.See file dsdata.txt to determine how the superseded data were derived.
 BO0160
 BO0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU893996(NAD 83)
 BO0160_MARKER: Z = SEE DESCRIPTION
 BO0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0160_SP_SET: STEP
 BO0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0160
 BO0160  HISTORY     - Date     Condition        Report By
 BO0160  HISTORY     - UNK      MONUMENTED       LOCENG
 BO0160  HISTORY     - 1958     GOOD             NGS
 BO0160
 BO0160                          STATION DESCRIPTION
 BO0160
 BO0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0160'IN OZONA.
 BO0160'AT OZONA, ON THE WEST SIDE OF A SMALL PARK, IN THE TOP OF THE STONE
 BO0160'RETAINING WALL, 257 FEET WEST OF THE WEST ENTRANCE OF THE COURTHOUSE,
 BO0160'37 FEET EAST OF THE CENTER LINE OF THE STREET, 8 INCHES SOUTH OF THE
 BO0160'SOUTH EDGE OF THE CONCRETE STEPS TO THE PARK, AND ABOUT 2 FEET ABOVE
 BO0160'THE CURB OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0407 ***********************************************************************
 DP0407  DESIGNATION -  2
 DP0407  PID         -  DP0407
 DP0407  STATE/COUNTY-  TX/LUBBOCK
 DP0407  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0407
 DP0407                         *CURRENT SURVEY CONTROL
 DP0407  ___________________________________________________________________
 DP0407* NAD 83(1986)-  33 33 34.     (N)    101 58 27.     (W)     SCALED    
 DP0407* NAVD 88     -      1001.345  (meters)    3285.25   (feet)  ADJUSTED  
 DP0407  ___________________________________________________________________
 DP0407  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 DP0407  DYNAMIC HT  -        1000.043 (meters)    3280.97  (feet)  COMP
 DP0407  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 DP0407
 DP0407  VERT ORDER  -  SECOND    CLASS 0
 DP0407
 DP0407.The horizontal coordinates were scaled from a topographic map and have
 DP0407.an estimated accuracy of +/- 6 seconds.
 DP0407
 DP0407.The orthometric height was determined by differential leveling
 DP0407.and adjusted by the National Geodetic Survey in June 1991..
 DP0407
 DP0407.The geoid height was determined by GEOID03.
 DP0407
 DP0407.The dynamic height is computed by dividing the NAVD 88
 DP0407.geopotential number by the normal gravity value computed on the
 DP0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0407.degrees latitude (g = 980.6199 gals.).
 DP0407
 DP0407.The modeled gravity was interpolated from observed gravity values.
 DP0407
 DP0407;                    North         East    Units  Estimated Accuracy
 DP0407;SPC TXNC     - 2,215,230.      277,480.      MT  (+/- 180 meters Scaled)
 DP0407
 DP0407                          SUPERSEDED SURVEY CONTROL
 DP0407
 DP0407  NGVD 29 (??/??/92) 1000.968  (m)         3284.01   (f) ADJ UNCH    2 0
 DP0407
 DP0407.Superseded values are not recommended for survey control.
 DP0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0407.See file dsdata.txt to determine how the superseded data were derived.
 DP0407
 DP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC238172(NAD 83)
 DP0407_MARKER: B = BOLT
 DP0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0407+STABILITY: SURFACE MOTION
 DP0407
 DP0407  HISTORY     - Date     Condition        Report By
 DP0407  HISTORY     - UNK      MONUMENTED       ATSFRR
 DP0407  HISTORY     - 1934     GOOD             NGS
 DP0407
 DP0407                          STATION DESCRIPTION
 DP0407
 DP0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0407'2.0 MI W FROM DOUD JUNCTION.
 DP0407'2.0 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0407'STATION AT DOUD JUNCTION, LUBBOCK COUNTY, 102 FEET NORTH OF MILEPOST
 DP0407'2, AT A ROAD CROSSING, 93 FEET EAST OF THE CENTERLINE OF THE ROAD, 51
 DP0407'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF THE
 DP0407'RIGHT-OF-WAY FENCE.  A TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1148 ***********************************************************************
 FL1148  DESIGNATION -  2
 FL1148  PID         -  FL1148
 FL1148  STATE/COUNTY-  TX/POTTER
 FL1148  USGS QUAD   -  AMARILLO EAST (1973)
 FL1148
 FL1148                         *CURRENT SURVEY CONTROL
 FL1148  ___________________________________________________________________
 FL1148* NAD 83(1986)-  35 14 02.     (N)    101 46 56.     (W)     SCALED    
 FL1148* NAVD 88     -      1113.777  (meters)    3654.12   (feet)  ADJUSTED  
 FL1148  ___________________________________________________________________
 FL1148  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL1148  DYNAMIC HT  -        1112.458 (meters)    3649.79  (feet)  COMP
 FL1148  MODELED GRAV-     979,411.5   (mgal)                       NAVD 88
 FL1148
 FL1148  VERT ORDER  -  SECOND    CLASS 0
 FL1148
 FL1148.The horizontal coordinates were scaled from a topographic map and have
 FL1148.an estimated accuracy of +/- 6 seconds.
 FL1148
 FL1148.The orthometric height was determined by differential leveling
 FL1148.and adjusted by the National Geodetic Survey in June 1991..
 FL1148
 FL1148.The geoid height was determined by GEOID03.
 FL1148
 FL1148.The dynamic height is computed by dividing the NAVD 88
 FL1148.geopotential number by the normal gravity value computed on the
 FL1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1148.degrees latitude (g = 980.6199 gals.).
 FL1148
 FL1148.The modeled gravity was interpolated from observed gravity values.
 FL1148
 FL1148;                    North         East    Units  Estimated Accuracy
 FL1148;SPC TX N     - 1,136,920.      174,310.      MT  (+/- 180 meters Scaled)
 FL1148
 FL1148                          SUPERSEDED SURVEY CONTROL
 FL1148
 FL1148  NGVD 29 (??/??/92) 1113.266  (m)         3652.44   (f) ADJ UNCH    2 0
 FL1148
 FL1148.Superseded values are not recommended for survey control.
 FL1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1148.See file dsdata.txt to determine how the superseded data were derived.
 FL1148
 FL1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE468025(NAD 83)
 FL1148_MARKER: B = BOLT
 FL1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1148+STABILITY: SURFACE MOTION
 FL1148
 FL1148  HISTORY     - Date     Condition        Report By
 FL1148  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1148  HISTORY     - 1934     GOOD             NGS
 FL1148
 FL1148                          STATION DESCRIPTION
 FL1148
 FL1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1148'3.2 MI N FROM AMARILLO.
 FL1148'3.2 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1148'AMARILLO, POTTER COUNTY, OPPOSITE MILEPOST 2, 48 FEET EAST OF THE
 FL1148'CENTER LINE OF THE TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 FL1148'AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0781 ***********************************************************************
 AJ0781  DESIGNATION -  2
 AJ0781  PID         -  AJ0781
 AJ0781  STATE/COUNTY-  TX/WEBB
 AJ0781  USGS QUAD   -  LAREDO EAST (1980)
 AJ0781
 AJ0781                         *CURRENT SURVEY CONTROL
 AJ0781  ___________________________________________________________________
 AJ0781* NAD 83(1986)-  27 30 34.     (N)    099 29 47.     (W)     SCALED    
 AJ0781* NAVD 88     -       123.894  (meters)     406.48   (feet)  ADJUSTED  
 AJ0781  ___________________________________________________________________
 AJ0781  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AJ0781  DYNAMIC HT  -         123.698 (meters)     405.83  (feet)  COMP
 AJ0781  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 AJ0781
 AJ0781  VERT ORDER  -  FIRST     CLASS II
 AJ0781
 AJ0781.The horizontal coordinates were scaled from a topographic map and have
 AJ0781.an estimated accuracy of +/- 6 seconds.
 AJ0781
 AJ0781.The orthometric height was determined by differential leveling
 AJ0781.and adjusted by the National Geodetic Survey in June 1991..
 AJ0781
 AJ0781.The geoid height was determined by GEOID03.
 AJ0781
 AJ0781.The dynamic height is computed by dividing the NAVD 88
 AJ0781.geopotential number by the normal gravity value computed on the
 AJ0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0781.degrees latitude (g = 980.6199 gals.).
 AJ0781
 AJ0781.The modeled gravity was interpolated from observed gravity values.
 AJ0781
 AJ0781;                    North         East    Units  Estimated Accuracy
 AJ0781;SPC TX S     - 5,204,560.      201,560.      MT  (+/- 180 meters Scaled)
 AJ0781
 AJ0781                          SUPERSEDED SURVEY CONTROL
 AJ0781
 AJ0781  NGVD 29 (??/??/92)  123.918  (m)          406.55   (f) ADJ UNCH    1 2
 AJ0781
 AJ0781.Superseded values are not recommended for survey control.
 AJ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0781.See file dsdata.txt to determine how the superseded data were derived.
 AJ0781
 AJ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR509429(NAD 83)
 AJ0781_MARKER: Z = SEE DESCRIPTION
 AJ0781_SETTING: 0 = UNSPECIFIED SETTING
 AJ0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0781
 AJ0781  HISTORY     - Date     Condition        Report By
 AJ0781  HISTORY     - UNK      MONUMENTED
 AJ0781  HISTORY     - 1957     GOOD             NGS
 AJ0781  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ0781
 AJ0781                          STATION DESCRIPTION
 AJ0781
 AJ0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0781'0.8 MI E FROM LAREDO.
 AJ0781'0.8 MILE EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0781'LAREDO, 0.1 MILE EAST OF A BRIDGE OVER A CREEK, 36.4 FEET NORTH OF THE
 AJ0781'NORTH RAIL OF THE MAIN TRACK, 4 FEET NORTH OF MILEPOST 2, 0.8 FOOT
 AJ0781'ABOVE THE GROUND.
 AJ0781
 AJ0781                          STATION RECOVERY (2002)
 AJ0781
 AJ0781'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1041 ***********************************************************************
 AH1041  DESIGNATION -  2
 AH1041  PID         -  AH1041
 AH1041  STATE/COUNTY-  TX/NUECES
 AH1041  USGS QUAD   -  ARANSAS PASS (1975)
 AH1041
 AH1041                         *CURRENT SURVEY CONTROL
 AH1041  ___________________________________________________________________
 AH1041* NAD 83(1986)-  27 53 44.     (N)    097 07 55.     (W)     SCALED    
 AH1041* NAVD 88     -         6.849  (meters)      22.47   (feet)  ADJUSTED  
 AH1041  ___________________________________________________________________
 AH1041  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH1041  DYNAMIC HT  -           6.838 (meters)      22.43  (feet)  COMP
 AH1041  MODELED GRAV-     979,144.2   (mgal)                       NAVD 88
 AH1041
 AH1041  VERT ORDER  -  FIRST     CLASS I
 AH1041
 AH1041.The horizontal coordinates were scaled from a topographic map and have
 AH1041.an estimated accuracy of +/- 6 seconds.
 AH1041
 AH1041.The orthometric height was determined by differential leveling
 AH1041.and adjusted by the National Geodetic Survey in December 1997..
 AH1041
 AH1041.The geoid height was determined by GEOID03.
 AH1041
 AH1041.The dynamic height is computed by dividing the NAVD 88
 AH1041.geopotential number by the normal gravity value computed on the
 AH1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1041.degrees latitude (g = 980.6199 gals.).
 AH1041
 AH1041.The modeled gravity was interpolated from observed gravity values.
 AH1041
 AH1041;                    North         East    Units  Estimated Accuracy
 AH1041;SPC TX S     - 5,247,680.      434,690.      MT  (+/- 180 meters Scaled)
 AH1041
 AH1041                          SUPERSEDED SURVEY CONTROL
 AH1041
 AH1041  NAVD 88 (06/15/91)    6.888  (m)           22.60   (f) UNKNOWN     1 1
 AH1041
 AH1041.Superseded values are not recommended for survey control.
 AH1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1041.See file dsdata.txt to determine how the superseded data were derived.
 AH1041
 AH1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR838870(NAD 83)
 AH1041_MARKER: DD = SURVEY DISK
 AH1041_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH1041_SP_SET: BRIDGE ABUTMENT
 AH1041_STAMPING: BM 2 1960
 AH1041_MARK LOGO: USE   
 AH1041_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1041+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2004
 AH1041
 AH1041  HISTORY     - Date     Condition        Report By
 AH1041  HISTORY     - 1960     MONUMENTED       USE
 AH1041  HISTORY     - 1978     GOOD             NGS
 AH1041  HISTORY     - 19970203 GOOD             NGS
 AH1041  HISTORY     - 20040226 GOOD             USPSQD
 AH1041
 AH1041                          STATION DESCRIPTION
 AH1041
 AH1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH1041'1.1 MI SE FROM ARANSAS PASS.
 AH1041'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 361 FROM THE JUNCTION
 AH1041'WITH STATE HIGHWAY 35 BUSINESS IN ARANSAS PASS, TO A BRIDGE OVER
 AH1041'REDFISH BAY. SET IN THE TOP OF AND 1 FOOT NORTHWEST OF THE SOUTHEAST
 AH1041'EDGE OF THE SOUTHEAST CONCRETE BRIDGE ABUTMENT, 13 FEET SOUTHWEST
 AH1041'OF THE CENTERLINE OF HIGHWAY.
 AH1041
 AH1041                          STATION RECOVERY (1997)
 AH1041
 AH1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1041'2.0 KM (1.25 MI) EASTERLY ALONG STATE HIGHWAY 361 FROM THE POST OFFICE
 AH1041'IN ARANSAS PASS, IN TOP OF AND 0.4 M (1.3 FT) NORTHEAST OF THE
 AH1041'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT WALKWAY OF A HIGHWAY
 AH1041'BRIDGE, 4.3 M (14.1 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.3 M
 AH1041'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT) NORTHEAST
 AH1041'OF A BRIDGE RAIL.
 AH1041
 AH1041                          STATION RECOVERY (2004)
 AH1041
 AH1041'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0331 ***********************************************************************
 DN0331  DESIGNATION -  2 1005
 DN0331  PID         -  DN0331
 DN0331  STATE/COUNTY-  TX/DENTON
 DN0331  USGS QUAD   -  LEWISVILLE EAST (1981)
 DN0331
 DN0331                         *CURRENT SURVEY CONTROL
 DN0331  ___________________________________________________________________
 DN0331* NAD 83(1986)-  33 07 05.     (N)    096 59 02.     (W)     SCALED    
 DN0331* NAVD 88     -       165.041  (meters)     541.47   (feet)  ADJUSTED  
 DN0331  ___________________________________________________________________
 DN0331  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DN0331  DYNAMIC HT  -         164.854 (meters)     540.86  (feet)  COMP
 DN0331  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 DN0331
 DN0331  VERT ORDER  -  SECOND    CLASS 0
 DN0331
 DN0331.The horizontal coordinates were scaled from a topographic map and have
 DN0331.an estimated accuracy of +/- 6 seconds.
 DN0331
 DN0331.The orthometric height was determined by differential leveling
 DN0331.and adjusted by the National Geodetic Survey in June 1991..
 DN0331
 DN0331.The geoid height was determined by GEOID03.
 DN0331
 DN0331.The dynamic height is computed by dividing the NAVD 88
 DN0331.geopotential number by the normal gravity value computed on the
 DN0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0331.degrees latitude (g = 980.6199 gals.).
 DN0331
 DN0331.The modeled gravity was interpolated from observed gravity values.
 DN0331
 DN0331;                    North         East    Units  Estimated Accuracy
 DN0331;SPC TXNC     - 2,161,970.      741,470.      MT  (+/- 180 meters Scaled)
 DN0331
 DN0331                          SUPERSEDED SURVEY CONTROL
 DN0331
 DN0331  NGVD 29 (??/??/92)  165.038  (m)          541.46   (f) ADJ UNCH    2 0
 DN0331
 DN0331.Superseded values are not recommended for survey control.
 DN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0331.See file dsdata.txt to determine how the superseded data were derived.
 DN0331
 DN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB881661(NAD 83)
 DN0331_MARKER: DD = SURVEY DISK
 DN0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0331_STAMPING: 2-1005
 DN0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0331+STABILITY: SURFACE MOTION
 DN0331
 DN0331  HISTORY     - Date     Condition        Report By
 DN0331  HISTORY     - UNK      MONUMENTED       USDA
 DN0331  HISTORY     - 1946     GOOD             NGS
 DN0331  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 DN0331
 DN0331                          STATION DESCRIPTION
 DN0331
 DN0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DN0331'3.2 MI NE FROM LAKE DALLAS.
 DN0331'TO REACH FROM THE MISSOURI, KANSAS, TEXAS RAILROAD STATION AT LAKE
 DN0331'DALLAS GO NORTH 1 BLOCK, THENCE EASTERLY 3.2 MILES ALONG STATE HIGHWAY
 DN0331'NO. 24 TO SITE OF MARK, BENCH MARK IS ABOUT 0.1 MILE NORTH OF THE LAKE
 DN0331'DALLAS BRIDGE, 18.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE
 DN0331'OF THE HIGHWAY, 6.7 FEET EAST OF A GUARD RAIL FENCE AND 1.0 FOOT SOUTH
 DN0331'OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED 2-1005 SET IN THE TOP
 DN0331'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 DN0331
 DN0331                          STATION RECOVERY (1995)
 DN0331
 DN0331'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1576 ***********************************************************************
 AE1576  DESIGNATION -  2 13 USBR 1946
 AE1576  PID         -  AE1576
 AE1576  STATE/COUNTY-  TX/HIDALGO
 AE1576  USGS QUAD   -  MONTE CHRISTO (1980)
 AE1576
 AE1576                         *CURRENT SURVEY CONTROL
 AE1576  ___________________________________________________________________
 AE1576* NAD 83(1993)-  26 23 09.47030(N)    098 21 34.21412(W)     ADJUSTED  
 AE1576* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 AE1576  ___________________________________________________________________
 AE1576  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AE1576  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE1576
 AE1576  HORZ ORDER  -  SECOND
 AE1576
 AE1576.The horizontal coordinates were established by classical geodetic methods
 AE1576.and adjusted by the National Geodetic Survey in February 1996..
 AE1576
 AE1576.The orthometric height was scaled from a topographic map.
 AE1576
 AE1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1576
 AE1576.The geoid height was determined by GEOID03.
 AE1576
 AE1576;                    North         East     Units Scale Factor Converg.
 AE1576;SPC TX S     - 5,079,701.174   314,019.188   MT  0.99995200   +0 03 49.6
 AE1576;SPC TX S     -16,665,652.94  1,030,244.62   sFT  0.99995200   +0 03 49.6
 AE1576;UTM  14      - 2,918,586.759   563,889.254   MT  0.99965039   +0 17 04.8
 AE1576
 AE1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1576!SPC TX S     -   0.99999265  x   0.99995200  =   0.99994465
 AE1576!UTM  14      -   0.99999265  x   0.99965039  =   0.99964304
 AE1576
 AE1576                          SUPERSEDED SURVEY CONTROL
 AE1576
 AE1576  NAD 83(1986)-  26 23 09.47531(N)    098 21 34.17922(W) AD(       ) 2
 AE1576  NAD 27      -  26 23 08.22985(N)    098 21 33.11746(W) AD(       ) 2
 AE1576
 AE1576.Superseded values are not recommended for survey control.
 AE1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1576.See file dsdata.txt to determine how the superseded data were derived.
 AE1576
 AE1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6388918587(NAD 83)
 AE1576_MARKER: B = BOLT
 AE1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1576+STABILITY: SURFACE MOTION
 AE1576
 AE1576  HISTORY     - Date     Condition        Report By
 AE1576  HISTORY     - 1946     MONUMENTED       WPRS
 AE1576
 AE1576                          STATION DESCRIPTION
 AE1576
 AE1576'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1946 (RCB)
 AE1576'STATION IS LOCATED ABOUT 11 MILES NORTH OF MISSION AND 12
 AE1576'MILES NORTHWEST OF EDINBURG.  IT IS 4 FEET SOUTH OF A WHITE
 AE1576'WITNESS POST.  THE MARK IS A 6 X 6 CONCRETE POST THAT PROJECTS
 AE1576'ABOUT 4 INCHES WITH A BOLT MARK IN THE CENTER AND IS STAMPED
 AE1576'13.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AE1576'TALPA AND THE DISTANCE WAS FOUND TO BE 4.255 METERS.
 AE1576'
 AE1576'TO REACH STATION FROM THE COURT HOUSE IN EDINBURG GO WEST
 AE1576'ON STATE HIGHWAY 107 FOR 9.4 MILES TO A JUNCTION OF FARM HIGHWAY
 AE1576'681 CONTINUE WEST ON HIGHWAY 681 FOR 1.9 MILES, BEAR LEFT ON
 AE1576'A GRAVEL ROAD AND CONTINUE WEST FOR 2.1 MILE TO A CROSSROAD,
 AE1576'TURN RIGHT AND GO 4.4 MILES TO A SHARP CURVE LEFT AND STATION
 AE1576'ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1079 ***********************************************************************
 CS1079  DESIGNATION -  2 A
 CS1079  PID         -  CS1079
 CS1079  STATE/COUNTY-  TX/DALLAS
 CS1079  USGS QUAD   -  OAK CLIFF (1981)
 CS1079
 CS1079                         *CURRENT SURVEY CONTROL
 CS1079  ___________________________________________________________________
 CS1079* NAD 83(1986)-  32 41 39.     (N)    096 46 17.     (W)     SCALED    
 CS1079* NAVD 88     -       144.101  (meters)     472.77   (feet)  ADJUSTED  
 CS1079  ___________________________________________________________________
 CS1079  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CS1079  DYNAMIC HT  -         143.936 (meters)     472.23  (feet)  COMP
 CS1079  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CS1079
 CS1079  VERT ORDER  -  FIRST     CLASS II
 CS1079
 CS1079.The horizontal coordinates were scaled from a topographic map and have
 CS1079.an estimated accuracy of +/- 6 seconds.
 CS1079
 CS1079.The orthometric height was determined by differential leveling
 CS1079.and adjusted by the National Geodetic Survey in June 1991..
 CS1079
 CS1079.The geoid height was determined by GEOID03.
 CS1079
 CS1079.The dynamic height is computed by dividing the NAVD 88
 CS1079.geopotential number by the normal gravity value computed on the
 CS1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1079.degrees latitude (g = 980.6199 gals.).
 CS1079
 CS1079.The modeled gravity was interpolated from observed gravity values.
 CS1079
 CS1079;                    North         East    Units  Estimated Accuracy
 CS1079;SPC TXNC     - 2,115,270.      762,070.      MT  (+/- 180 meters Scaled)
 CS1079
 CS1079                          SUPERSEDED SURVEY CONTROL
 CS1079
 CS1079  NGVD 29 (??/??/92)  144.112  (m)          472.81   (f) ADJ UNCH    1 2
 CS1079
 CS1079.Superseded values are not recommended for survey control.
 CS1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1079.See file dsdata.txt to determine how the superseded data were derived.
 CS1079
 CS1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB089195(NAD 83)
 CS1079_MARKER: DD = SURVEY DISK
 CS1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1079_STAMPING: 2 A 1947
 CS1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1079+STABILITY: SURFACE MOTION
 CS1079
 CS1079  HISTORY     - Date     Condition        Report By
 CS1079  HISTORY     - 1947     MONUMENTED       TX1730
 CS1079  HISTORY     - 1947     GOOD             NGS
 CS1079  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1079  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1079
 CS1079                          STATION DESCRIPTION
 CS1079
 CS1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1079'IN DALLAS.
 CS1079'AT DALLAS, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF LEDBETTER
 CS1079'DRIVE AND BONNIE VIEW ROAD, 61.4 FEET NORTHEAST OF THE NORTHEAST END
 CS1079'OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER LEDBETTER DRIVE,
 CS1079'40.1 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 CS1079'LEDBETTER DRIVE, 43.0 FEET NORTHEAST OF THE CENTER LINE OF BONNIE VIEW
 CS1079'ROAD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST ABOUT 5 INCHES
 CS1079'BELOW GROUND.
 CS1079
 CS1079                          STATION RECOVERY (1958)
 CS1079
 CS1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1079'MARK NOT FOUND.
 CS1079
 CS1079                          STATION RECOVERY (2000)
 CS1079
 CS1079'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0105 ***********************************************************************
 CC0105  DESIGNATION -  2 ARD USGS
 CC0105  PID         -  CC0105
 CC0105  STATE/COUNTY-  TX/MIDLAND
 CC0105  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0105
 CC0105                         *CURRENT SURVEY CONTROL
 CC0105  ___________________________________________________________________
 CC0105* NAD 83(1986)-  31 56 09.     (N)    102 03 43.     (W)     SCALED    
 CC0105* NAVD 88     -       851.098  (meters)    2792.31   (feet)  ADJUSTED  
 CC0105  ___________________________________________________________________
 CC0105  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CC0105  DYNAMIC HT  -         849.902 (meters)    2788.39  (feet)  COMP
 CC0105  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 CC0105
 CC0105  VERT ORDER  -  SECOND    CLASS 0
 CC0105
 CC0105.The horizontal coordinates were scaled from a topographic map and have
 CC0105.an estimated accuracy of +/- 6 seconds.
 CC0105
 CC0105.The orthometric height was determined by differential leveling
 CC0105.and adjusted by the National Geodetic Survey in June 1991..
 CC0105
 CC0105.The geoid height was determined by GEOID03.
 CC0105
 CC0105.The dynamic height is computed by dividing the NAVD 88
 CC0105.geopotential number by the normal gravity value computed on the
 CC0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0105.degrees latitude (g = 980.6199 gals.).
 CC0105
 CC0105.The modeled gravity was interpolated from observed gravity values.
 CC0105
 CC0105;                    North         East    Units  Estimated Accuracy
 CC0105;SPC TX C     - 3,252,830.      536,550.      MT  (+/- 180 meters Scaled)
 CC0105
 CC0105                          SUPERSEDED SURVEY CONTROL
 CC0105
 CC0105  NGVD 29 (??/??/92)  850.734  (m)         2791.12   (f) ADJ UNCH    2 0
 CC0105
 CC0105.Superseded values are not recommended for survey control.
 CC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0105.See file dsdata.txt to determine how the superseded data were derived.
 CC0105
 CC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR777370(NAD 83)
 CC0105_MARKER: DD = SURVEY DISK
 CC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0105_STAMPING: 2 ARD 1964
 CC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0105+STABILITY: SURFACE MOTION
 CC0105
 CC0105  HISTORY     - Date     Condition        Report By
 CC0105  HISTORY     - 1964     MONUMENTED       USGS
 CC0105  HISTORY     - 1967     GOOD             NGS
 CC0105
 CC0105                          STATION DESCRIPTION
 CC0105
 CC0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0105'4.25 MI S FROM MIDLAND.
 CC0105'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0105'THE STATION AT MIDLAND, THENCE 4.1 MILES SOUTH ALONG STATE HIGHWAY
 CC0105'349, 57 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 76 FEET NORTHWEST
 CC0105'OF THE NORTHWEST CORNER OF A FRAME HOUSE, 16 FEET NORTH OF THE CENTER
 CC0105'LINE OF A DRIVEWAY, 1 1/2 FEET WEST OF A FENCE CORNER POST, 1 FOOT
 CC0105'NORTH OF POWER POLE NUMBER 161 1/2, ABOUT 1 FOOT ABOVE THE LEVEL OF
 CC0105'THE HIGHWAY, A US GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE
 CC0105'POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1081 ***********************************************************************
 CS1081  DESIGNATION -  2 B
 CS1081  PID         -  CS1081
 CS1081  STATE/COUNTY-  TX/DALLAS
 CS1081  USGS QUAD   -  OAK CLIFF (1981)
 CS1081
 CS1081                         *CURRENT SURVEY CONTROL
 CS1081  ___________________________________________________________________
 CS1081* NAD 83(1986)-  32 41 10.     (N)    096 47 17.     (W)     SCALED    
 CS1081* NAVD 88     -       149.953  (meters)     491.97   (feet)  ADJUSTED  
 CS1081  ___________________________________________________________________
 CS1081  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CS1081  DYNAMIC HT  -         149.781 (meters)     491.41  (feet)  COMP
 CS1081  MODELED GRAV-     979,484.1   (mgal)                       NAVD 88
 CS1081
 CS1081  VERT ORDER  -  FIRST     CLASS II
 CS1081
 CS1081.The horizontal coordinates were scaled from a topographic map and have
 CS1081.an estimated accuracy of +/- 6 seconds.
 CS1081
 CS1081.The orthometric height was determined by differential leveling
 CS1081.and adjusted by the National Geodetic Survey in June 1991..
 CS1081
 CS1081.The geoid height was determined by GEOID03.
 CS1081
 CS1081.The dynamic height is computed by dividing the NAVD 88
 CS1081.geopotential number by the normal gravity value computed on the
 CS1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1081.degrees latitude (g = 980.6199 gals.).
 CS1081
 CS1081.The modeled gravity was interpolated from observed gravity values.
 CS1081
 CS1081;                    North         East    Units  Estimated Accuracy
 CS1081;SPC TXNC     - 2,114,350.      760,530.      MT  (+/- 180 meters Scaled)
 CS1081
 CS1081                          SUPERSEDED SURVEY CONTROL
 CS1081
 CS1081  NGVD 29 (??/??/92)  149.963  (m)          492.00   (f) ADJ UNCH    1 2
 CS1081
 CS1081.Superseded values are not recommended for survey control.
 CS1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1081.See file dsdata.txt to determine how the superseded data were derived.
 CS1081
 CS1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB073186(NAD 83)
 CS1081_MARKER: DD = SURVEY DISK
 CS1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1081_STAMPING: 2B 1947
 CS1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1081+STABILITY: SURFACE MOTION
 CS1081
 CS1081  HISTORY     - Date     Condition        Report By
 CS1081  HISTORY     - 1947     MONUMENTED       TX1730
 CS1081  HISTORY     - 1947     GOOD             NGS
 CS1081  HISTORY     - 1960     MARK NOT FOUND   NGS
 CS1081  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1081
 CS1081                          STATION DESCRIPTION
 CS1081
 CS1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1081'IN DALLAS.
 CS1081'AT DALLAS, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF LEDBETTER
 CS1081'DRIVE AND KINGFISHER ROAD, 48.6 FEET SOUTHEAST OF AND ABOUT LEVEL WITH
 CS1081'THE CENTER LINE OF LEDBETTER DRIVE, 35.8 FEET NORTHEAST OF THE
 CS1081'EXTENDED CENTER LINE OF KINGFISHER ROAD, 2.5 FEET NORTH OF A FENCE
 CS1081'CORNER AND 2.0 FEET NORTHEAST OF A POWER POLE.  A BRONZE DISK SET IN
 CS1081'THE TOP OF A CONCRETE POST ABOUT 5 INCHES BELOW GROUND.
 CS1081
 CS1081                          STATION RECOVERY (1960)
 CS1081
 CS1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CS1081'MARK NOT FOUND.
 CS1081
 CS1081                          STATION RECOVERY (2000)
 CS1081
 CS1081'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1082 ***********************************************************************
 CS1082  DESIGNATION -  2 C
 CS1082  PID         -  CS1082
 CS1082  STATE/COUNTY-  TX/DALLAS
 CS1082  USGS QUAD   -  OAK CLIFF (1981)
 CS1082
 CS1082                         *CURRENT SURVEY CONTROL
 CS1082  ___________________________________________________________________
 CS1082* NAD 83(1986)-  32 40 56.     (N)    096 48 18.     (W)     SCALED    
 CS1082* NAVD 88     -       142.180  (meters)     466.47   (feet)  ADJUSTED  
 CS1082  ___________________________________________________________________
 CS1082  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CS1082  DYNAMIC HT  -         142.016 (meters)     465.93  (feet)  COMP
 CS1082  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 CS1082
 CS1082  VERT ORDER  -  FIRST     CLASS II
 CS1082
 CS1082.The horizontal coordinates were scaled from a topographic map and have
 CS1082.an estimated accuracy of +/- 6 seconds.
 CS1082
 CS1082.The orthometric height was determined by differential leveling
 CS1082.and adjusted by the National Geodetic Survey in June 1991..
 CS1082
 CS1082.The geoid height was determined by GEOID03.
 CS1082
 CS1082.The dynamic height is computed by dividing the NAVD 88
 CS1082.geopotential number by the normal gravity value computed on the
 CS1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1082.degrees latitude (g = 980.6199 gals.).
 CS1082
 CS1082.The modeled gravity was interpolated from observed gravity values.
 CS1082
 CS1082;                    North         East    Units  Estimated Accuracy
 CS1082;SPC TXNC     - 2,113,900.      758,950.      MT  (+/- 180 meters Scaled)
 CS1082
 CS1082                          SUPERSEDED SURVEY CONTROL
 CS1082
 CS1082  NGVD 29 (??/??/92)  142.190  (m)          466.50   (f) ADJ UNCH    1 2
 CS1082
 CS1082.Superseded values are not recommended for survey control.
 CS1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1082.See file dsdata.txt to determine how the superseded data were derived.
 CS1082
 CS1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB058181(NAD 83)
 CS1082_MARKER: DD = SURVEY DISK
 CS1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1082+STABILITY: SURFACE MOTION
 CS1082
 CS1082  HISTORY     - Date     Condition        Report By
 CS1082  HISTORY     - UNK      MONUMENTED       TX1730
 CS1082  HISTORY     - 1958     GOOD             NGS
 CS1082  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS1082  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1082
 CS1082                          STATION DESCRIPTION
 CS1082
 CS1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1082'6.8 MI S FROM DALLAS.
 CS1082'AT DALLAS, AT THE NORTHWEST CORNER OF THE INTERSECTION OF LEDBETTER
 CS1082'DRIVE AND HOUSTON SCHOOL ROAD, 50 FEET NORTH OF THE CENTERLINE OF
 CS1082'PAVING ON LEDBETTER DRIVE, ON THE WEST PROPERTY LINE OF HOUSTON SCHOOL
 CS1082'ROAD, 24 FEET WEST OF A FENCE CORNER, 2.4 FEET SOUTH OF A FENCE AND
 CS1082'0.7 FOOT LOWER THAN THE CENTERLINE OF THE PAVEMENT.  NOTE-- A PIPE
 CS1082'LINE HAS BEEN LAID ALONG THE SOUTH SIDE OF LEDBETTER AT THE SITE OF
 CS1082'THE MARK AND NO EVIDENCE OF THE MARK WAS FOUND.  IT IS BELIEVED TO
 CS1082'HAVE BEEN DESTROYED.
 CS1082
 CS1082                          STATION RECOVERY (1966)
 CS1082
 CS1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1082'MARK NOT FOUND.
 CS1082
 CS1082                          STATION RECOVERY (2000)
 CS1082
 CS1082'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1083 ***********************************************************************
 CS1083  DESIGNATION -  2 C RESET
 CS1083  PID         -  CS1083
 CS1083  STATE/COUNTY-  TX/DALLAS
 CS1083  USGS QUAD   -  OAK CLIFF (1981)
 CS1083
 CS1083                         *CURRENT SURVEY CONTROL
 CS1083  ___________________________________________________________________
 CS1083* NAD 83(1986)-  32 40 56.     (N)    096 48 18.     (W)     SCALED    
 CS1083* NAVD 88     -       142.51   (+/-2cm)     467.6    (feet)  VERTCON   
 CS1083  ___________________________________________________________________
 CS1083  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CS1083
 CS1083  VERT ORDER  -  THIRD (See Below)
 CS1083
 CS1083.The horizontal coordinates were scaled from a topographic map and have
 CS1083.an estimated accuracy of +/- 6 seconds.
 CS1083
 CS1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1083.The vertical order pertains to the NGVD 29 superseded value.
 CS1083
 CS1083.The geoid height was determined by GEOID03.
 CS1083
 CS1083;                    North         East    Units  Estimated Accuracy
 CS1083;SPC TXNC     - 2,113,900.      758,950.      MT  (+/- 180 meters Scaled)
 CS1083
 CS1083                          SUPERSEDED SURVEY CONTROL
 CS1083
 CS1083  NGVD 29 (01/29/03)  142.52   (m)          467.6    (f) RESET       3  
 CS1083
 CS1083.Superseded values are not recommended for survey control.
 CS1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1083.See file dsdata.txt to determine how the superseded data were derived.
 CS1083
 CS1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB058181(NAD 83)
 CS1083_MARKER: DD = SURVEY DISK
 CS1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1083_STAMPING: 2 C RESET
 CS1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1083+STABILITY: SURFACE MOTION
 CS1083
 CS1083  HISTORY     - Date     Condition        Report By
 CS1083  HISTORY     - UNK      MONUMENTED       TX1730
 CS1083  HISTORY     - 1957     GOOD             NGS
 CS1083  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1083
 CS1083                          STATION DESCRIPTION
 CS1083
 CS1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1083'IN DALLAS.
 CS1083'AT DALLAS, AT THE NORTHWEST CORNER OF THE INTERSECTION OF LEDBETTER
 CS1083'DRIVE AND HOUSTON SCHOOL ROAD, 50 FEET NORTH OF THE CENTERLINE OF
 CS1083'PAVING ON LEDBETTER DRIVE ON THE WEST PROPERTY LINE OF HOUSTON SCHOOL
 CS1083'ROAD, 24 FEET WEST OF A FENCE CORNER, 2.4 FEET SOUTH OF A FENCE AND
 CS1083'0.7 FOOT LOWER THAN THE CENTERLINE OF THE PAVEMENT.
 CS1083
 CS1083                          STATION RECOVERY (2000)
 CS1083
 CS1083'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1084 ***********************************************************************
 CS1084  DESIGNATION -  2 D
 CS1084  PID         -  CS1084
 CS1084  STATE/COUNTY-  TX/DALLAS
 CS1084  USGS QUAD   -  OAK CLIFF (1981)
 CS1084
 CS1084                         *CURRENT SURVEY CONTROL
 CS1084  ___________________________________________________________________
 CS1084* NAD 83(1986)-  32 41 14.     (N)    096 49 21.     (W)     SCALED    
 CS1084* NAVD 88     -       145.337  (meters)     476.83   (feet)  ADJUSTED  
 CS1084  ___________________________________________________________________
 CS1084  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CS1084  DYNAMIC HT  -         145.169 (meters)     476.28  (feet)  COMP
 CS1084  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 CS1084
 CS1084  VERT ORDER  -  FIRST     CLASS II
 CS1084
 CS1084.The horizontal coordinates were scaled from a topographic map and have
 CS1084.an estimated accuracy of +/- 6 seconds.
 CS1084
 CS1084.The orthometric height was determined by differential leveling
 CS1084.and adjusted by the National Geodetic Survey in June 1991..
 CS1084
 CS1084.The geoid height was determined by GEOID03.
 CS1084
 CS1084.The dynamic height is computed by dividing the NAVD 88
 CS1084.geopotential number by the normal gravity value computed on the
 CS1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1084.degrees latitude (g = 980.6199 gals.).
 CS1084
 CS1084.The modeled gravity was interpolated from observed gravity values.
 CS1084
 CS1084;                    North         East    Units  Estimated Accuracy
 CS1084;SPC TXNC     - 2,114,430.      757,300.      MT  (+/- 180 meters Scaled)
 CS1084
 CS1084                          SUPERSEDED SURVEY CONTROL
 CS1084
 CS1084  NGVD 29 (??/??/92)  145.347  (m)          476.86   (f) ADJ UNCH    1 2
 CS1084
 CS1084.Superseded values are not recommended for survey control.
 CS1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1084.See file dsdata.txt to determine how the superseded data were derived.
 CS1084
 CS1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB041187(NAD 83)
 CS1084_MARKER: DD = SURVEY DISK
 CS1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1084_STAMPING: 2 D
 CS1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1084+STABILITY: SURFACE MOTION
 CS1084
 CS1084  HISTORY     - Date     Condition        Report By
 CS1084  HISTORY     - UNK      MONUMENTED       TX1730
 CS1084  HISTORY     - 1947     GOOD             NGS
 CS1084  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS1084  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1084
 CS1084                          STATION DESCRIPTION
 CS1084
 CS1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1084'IN DALLAS.
 CS1084'AT DALLAS, AT THE INTERSECTION OF LEDBETTER DRIVE AND BECKLEY AVENUE
 CS1084'(U.S. HIGHWAY NO. 77), 15.4 FEET NORTH OF AND ABOUT LEVEL WITH THE
 CS1084'CENTER LINE OF LEDBETTER DRIVE AND 2.2 FEET WEST OF THE SECOND
 CS1084'CONCRETE PIER FROM THE SOUTH END OF THE U.S. HIGHWAY NO. 77 OVERPASS.
 CS1084'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW
 CS1084'GROUND.
 CS1084
 CS1084                          STATION RECOVERY (1966)
 CS1084
 CS1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1084'MARK NOT FOUND.
 CS1084
 CS1084                          STATION RECOVERY (2000)
 CS1084
 CS1084'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0761 ***********************************************************************
 CA0761  DESIGNATION -  2 DJH USGS
 CA0761  PID         -  CA0761
 CA0761  STATE/COUNTY-  TX/MCCULLOCH
 CA0761  USGS QUAD   -  WEST SWEDEN (1987)
 CA0761
 CA0761                         *CURRENT SURVEY CONTROL
 CA0761  ___________________________________________________________________
 CA0761* NAD 83(1986)-  31 10 10.     (N)    099 22 39.     (W)     SCALED    
 CA0761* NAVD 88     -       550.239  (meters)    1805.24   (feet)  ADJUSTED  
 CA0761  ___________________________________________________________________
 CA0761  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CA0761  DYNAMIC HT  -         549.497 (meters)    1802.81  (feet)  COMP
 CA0761  MODELED GRAV-     979,274.5   (mgal)                       NAVD 88
 CA0761
 CA0761  VERT ORDER  -  FIRST     CLASS II
 CA0761
 CA0761.The horizontal coordinates were scaled from a topographic map and have
 CA0761.an estimated accuracy of +/- 6 seconds.
 CA0761
 CA0761.The orthometric height was determined by differential leveling
 CA0761.and adjusted by the National Geodetic Survey in June 1991..
 CA0761
 CA0761.The geoid height was determined by GEOID03.
 CA0761
 CA0761.The dynamic height is computed by dividing the NAVD 88
 CA0761.geopotential number by the normal gravity value computed on the
 CA0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0761.degrees latitude (g = 980.6199 gals.).
 CA0761
 CA0761.The modeled gravity was interpolated from observed gravity values.
 CA0761
 CA0761;                    North         East    Units  Estimated Accuracy
 CA0761;SPC TX C     - 3,166,980.      791,110.      MT  (+/- 180 meters Scaled)
 CA0761
 CA0761                          SUPERSEDED SURVEY CONTROL
 CA0761
 CA0761.No superseded survey control is available for this station.
 CA0761
 CA0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV640484(NAD 83)
 CA0761_MARKER: DB = BENCH MARK DISK
 CA0761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CA0761_SP_SET: HEADWALL
 CA0761_STAMPING: 2 DJH 1960
 CA0761_MARK LOGO: USGS  
 CA0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0761+STABILITY: SURFACE MOTION
 CA0761
 CA0761  HISTORY     - Date     Condition        Report By
 CA0761  HISTORY     - 1960     MONUMENTED       USGS
 CA0761  HISTORY     - 1981     GOOD             NGS
 CA0761  HISTORY     - 19970709 GOOD             USPSQD
 CA0761
 CA0761                          STATION DESCRIPTION
 CA0761
 CA0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0761'5.8 KM (3.6 MI) NW FROM BRADY.
 CA0761'5.8 KM (3.6 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 CA0761'BRADY, AT THE JUNCTION OF U.S. HIGHWAY 283, IN THE TOP CENTER OF THE
 CA0761'SOUTHEAST HEADWALL OF A CONCRETE BOX CULVERT OF A HIGHWAY CROSSOVER,
 CA0761'13.0 METERS (42.7 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTH BOUND
 CA0761'LANES OF THE HIGHWAY, 11.0 METERS (36.1 FT) NORTHEAST OF THE
 CA0761'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY AND 6.9 METERS
 CA0761'(22.6 FT) SOUTHEAST OF THE CENTER OF THE CROSSOVER.
 CA0761'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0761
 CA0761                          STATION RECOVERY (1997)
 CA0761
 CA0761'RECOVERY NOTE BY US POWER SQUADRON 1997
 CA0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1085 ***********************************************************************
 CS1085  DESIGNATION -  2 E
 CS1085  PID         -  CS1085
 CS1085  STATE/COUNTY-  TX/DALLAS
 CS1085  USGS QUAD   -  OAK CLIFF (1981)
 CS1085
 CS1085                         *CURRENT SURVEY CONTROL
 CS1085  ___________________________________________________________________
 CS1085* NAD 83(1986)-  32 41 28.     (N)    096 50 23.     (W)     SCALED    
 CS1085* NAVD 88     -       164.393  (meters)     539.35   (feet)  ADJUSTED  
 CS1085  ___________________________________________________________________
 CS1085  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CS1085  DYNAMIC HT  -         164.203 (meters)     538.72  (feet)  COMP
 CS1085  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 CS1085
 CS1085  VERT ORDER  -  FIRST     CLASS II
 CS1085
 CS1085.The horizontal coordinates were scaled from a topographic map and have
 CS1085.an estimated accuracy of +/- 6 seconds.
 CS1085
 CS1085.The orthometric height was determined by differential leveling
 CS1085.and adjusted by the National Geodetic Survey in June 1991..
 CS1085
 CS1085.The geoid height was determined by GEOID03.
 CS1085
 CS1085.The dynamic height is computed by dividing the NAVD 88
 CS1085.geopotential number by the normal gravity value computed on the
 CS1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1085.degrees latitude (g = 980.6199 gals.).
 CS1085
 CS1085.The modeled gravity was interpolated from observed gravity values.
 CS1085
 CS1085;                    North         East    Units  Estimated Accuracy
 CS1085;SPC TXNC     - 2,114,830.      755,670.      MT  (+/- 180 meters Scaled)
 CS1085
 CS1085                          SUPERSEDED SURVEY CONTROL
 CS1085
 CS1085  NGVD 29 (??/??/92)  164.403  (m)          539.38   (f) ADJ UNCH    1 2
 CS1085
 CS1085.Superseded values are not recommended for survey control.
 CS1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1085.See file dsdata.txt to determine how the superseded data were derived.
 CS1085
 CS1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB025191(NAD 83)
 CS1085_MARKER: DD = SURVEY DISK
 CS1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1085_STAMPING: 2 E
 CS1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1085+STABILITY: SURFACE MOTION
 CS1085
 CS1085  HISTORY     - Date     Condition        Report By
 CS1085  HISTORY     - UNK      MONUMENTED       TX1730
 CS1085  HISTORY     - 1947     GOOD             NGS
 CS1085  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1085  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1085
 CS1085                          STATION DESCRIPTION
 CS1085
 CS1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1085'IN DALLAS.
 CS1085'AT DALLAS, AT THE INTERSECTION OF THE CENTER LINES OF LEDBETTER DRIVE
 CS1085'AND UHL ROAD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST ABOUT
 CS1085'14 INCHES BELOW GROUND.
 CS1085
 CS1085                          STATION RECOVERY (1958)
 CS1085
 CS1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1085'MARK NOT FOUND.
 CS1085
 CS1085                          STATION RECOVERY (2000)
 CS1085
 CS1085'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5497 ***********************************************************************
 AA5497  DESIGNATION -  2 E01
 AA5497  PID         -  AA5497
 AA5497  STATE/COUNTY-  TX/TARRANT
 AA5497  USGS QUAD   -  GRAPEVINE (1981)
 AA5497
 AA5497                         *CURRENT SURVEY CONTROL
 AA5497  ___________________________________________________________________
 AA5497* NAD 83(1993)-  32 54 24.96104(N)    097 02 15.81667(W)     ADJUSTED  
 AA5497* NAVD 88     -       193.0    (meters)     633.     (feet)  GPS OBS   
 AA5497  ___________________________________________________________________
 AA5497  X           -    -656,750.546 (meters)                     COMP
 AA5497  Y           -  -5,319,842.754 (meters)                     COMP
 AA5497  Z           -   3,445,387.890 (meters)                     COMP
 AA5497  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 AA5497  ELLIP HEIGHT-         165.78  (meters)          (02/16/96) GPS OBS
 AA5497  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AA5497
 AA5497  HORZ ORDER  -  FIRST
 AA5497  ELLP ORDER  -  FIFTH     CLASS I
 AA5497
 AA5497.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 AA5497
 AA5497.The horizontal coordinates were established by GPS observations
 AA5497.and adjusted by the National Geodetic Survey in February 1996..
 AA5497
 AA5497.The orthometric height was determined by GPS observations and a
 AA5497.high-resolution geoid model.
 AA5497
 AA5497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5497
 AA5497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5497
 AA5497.The ellipsoidal height was determined by GPS observations
 AA5497.and is referenced to NAD 83.
 AA5497
 AA5497.The geoid height was determined by GEOID03.
 AA5497
 AA5497;                    North         East     Units Scale Factor Converg.
 AA5497;SPC TXNC     - 2,138,484.726   736,776.007   MT  0.99987579   +0 47 51.1
 AA5497;SPC TXNC     - 7,016,011.97  2,417,239.28   sFT  0.99987579   +0 47 51.1
 AA5497;UTM  14      - 3,642,677.331   683,514.402   MT  1.00001526   +1 03 58.9
 AA5497
 AA5497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5497!SPC TXNC     -   0.99997397  x   0.99987579  =   0.99984977
 AA5497!UTM  14      -   0.99997397  x   1.00001526  =   0.99998923
 AA5497
 AA5497|---------------------------------------------------------------------|
 AA5497| PID    Reference Object                     Distance      Geod. Az  |
 AA5497|                                                           dddmmss.s |
 AA5497| AA5500 2 ER2                                23.992 METERS 12825     |
 AA5497| AA5498 2 E02                               297.309 METERS 14111     |
 AA5497|---------------------------------------------------------------------|
 AA5497
 AA5497                          SUPERSEDED SURVEY CONTROL
 AA5497
 AA5497  NAD 83(1993)-  32 54 24.96109(N)    097 02 15.81668(W) AD(       ) 1
 AA5497  ELLIP H (06/13/95)  165.78   (m)                       GP(       ) 3 1
 AA5497
 AA5497.Superseded values are not recommended for survey control.
 AA5497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5497.See file dsdata.txt to determine how the superseded data were derived.
 AA5497
 AA5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8351442677(NAD 83)
 AA5497_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA5497_SETTING: 0 = UNSPECIFIED SETTING
 AA5497_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5497+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5497
 AA5497  HISTORY     - Date     Condition        Report By
 AA5497  HISTORY     - 1993     MONUMENTED       LOCSUR
 AA5497
 AA5497                          STATION DESCRIPTION
 AA5497
 AA5497'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (JBD)
 AA5497'THE STATION IS LOCATED ON THE ROOF OF BUILDING 2E AT DALLAS FORT WORTH
 AA5497'AIRPORT. THERE IS NO MARK.  THE POINT SURVEYED WAS A GPS ANTENNA
 AA5497'MOUNTED ON A TWO IN PIPE AT THE NORTH WEST CORNER OF THE BUILDING.
 AA5497'ACCESS TO THIS POINT IS LIMITED TO FAA PERSONNEL WHO USE THE GPS
 AA5497'ANTENNA AS A DIFFERENTIAL TRACKING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5498 ***********************************************************************
 AA5498  DESIGNATION -  2 E02
 AA5498  PID         -  AA5498
 AA5498  STATE/COUNTY-  TX/TARRANT
 AA5498  USGS QUAD   -  GRAPEVINE (1981)
 AA5498
 AA5498                         *CURRENT SURVEY CONTROL
 AA5498  ___________________________________________________________________
 AA5498* NAD 83(1993)-  32 54 17.44082(N)    097 02 08.64620(W)     ADJUSTED  
 AA5498* NAVD 88     -       192.8    (meters)     633.     (feet)  GPS OBS   
 AA5498  ___________________________________________________________________
 AA5498  X           -    -656,581.012 (meters)                     COMP
 AA5498  Y           -  -5,319,990.378 (meters)                     COMP
 AA5498  Z           -   3,445,193.307 (meters)                     COMP
 AA5498  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 AA5498  ELLIP HEIGHT-         165.64  (meters)          (02/16/96) GPS OBS
 AA5498  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AA5498
 AA5498  HORZ ORDER  -  FIRST
 AA5498  ELLP ORDER  -  FIFTH     CLASS I
 AA5498
 AA5498.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 AA5498
 AA5498.The horizontal coordinates were established by GPS observations
 AA5498.and adjusted by the National Geodetic Survey in February 1996..
 AA5498
 AA5498.The orthometric height was determined by GPS observations and a
 AA5498.high-resolution geoid model.
 AA5498
 AA5498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5498
 AA5498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5498
 AA5498.The ellipsoidal height was determined by GPS observations
 AA5498.and is referenced to NAD 83.
 AA5498
 AA5498.The geoid height was determined by GEOID03.
 AA5498
 AA5498;                    North         East     Units Scale Factor Converg.
 AA5498;SPC TXNC     - 2,138,255.702   736,965.529   MT  0.99987589   +0 47 55.0
 AA5498;SPC TXNC     - 7,015,260.58  2,417,861.07   sFT  0.99987589   +0 47 55.0
 AA5498;UTM  14      - 3,642,449.167   683,705.023   MT  1.00001613   +1 04 02.6
 AA5498
 AA5498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5498!SPC TXNC     -   0.99997399  x   0.99987589  =   0.99984989
 AA5498!UTM  14      -   0.99997399  x   1.00001613  =   0.99999012
 AA5498
 AA5498|---------------------------------------------------------------------|
 AA5498| PID    Reference Object                     Distance      Geod. Az  |
 AA5498|                                                           dddmmss.s |
 AA5498| AA5499 2 ER1                                33.529 METERS 19049     |
 AA5498| AA5497 2 E01                               297.309 METERS 32111     |
 AA5498|---------------------------------------------------------------------|
 AA5498
 AA5498                          SUPERSEDED SURVEY CONTROL
 AA5498
 AA5498  NAD 83(1993)-  32 54 17.44084(N)    097 02 08.64620(W) AD(       ) 1
 AA5498  ELLIP H (06/13/95)  165.64   (m)                       GP(       ) 3 1
 AA5498
 AA5498.Superseded values are not recommended for survey control.
 AA5498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5498.See file dsdata.txt to determine how the superseded data were derived.
 AA5498
 AA5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8370542449(NAD 83)
 AA5498_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA5498_SETTING: 0 = UNSPECIFIED SETTING
 AA5498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5498+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5498
 AA5498  HISTORY     - Date     Condition        Report By
 AA5498  HISTORY     - 1993     MONUMENTED       LOCSUR
 AA5498
 AA5498                          STATION DESCRIPTION
 AA5498
 AA5498'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (JBD)
 AA5498'THE STATION IS LOCATED ON THE ROOF OF BUILDING 2E AT DALLAS FORT WORTH
 AA5498'AIRPORT. THERE IS NO MARK.  THE POINT SURVEYED WAS A GPS ANTENNA
 AA5498'MOUNTED ON A TWO IN PIPE AT THE SOUTH EAST CORNER OF THE BUILDING.
 AA5498'ACCESS TO THIS POINT IS LIMITED TO FAA PERSONNEL WHO USE THE GPS
 AA5498'ANTENNA AS A DIFFERENTIAL TRACKING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5499 ***********************************************************************
 AA5499  DESIGNATION -  2 ER1
 AA5499  PID         -  AA5499
 AA5499  STATE/COUNTY-  TX/TARRANT
 AA5499  USGS QUAD   -  GRAPEVINE (1981)
 AA5499
 AA5499                         *CURRENT SURVEY CONTROL
 AA5499  ___________________________________________________________________
 AA5499* NAD 83(1993)-  32 54 16.37176(N)    097 02 08.88821(W)     ADJUSTED  
 AA5499* NAVD 88     -       190.     (meters)     623.     (feet)  GPS OBS   
 AA5499  ___________________________________________________________________
 AA5499  X           -    -656,589.190 (meters)                     COMP
 AA5499  Y           -  -5,320,005.298 (meters)                     COMP
 AA5499  Z           -   3,445,164.308 (meters)                     COMP
 AA5499  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 AA5499  ELLIP HEIGHT-         163.16  (meters)          (06/13/95) GPS OBS
 AA5499  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AA5499
 AA5499  HORZ ORDER  -  FIRST
 AA5499  ELLP ORDER  -  THIRD     CLASS I
 AA5499
 AA5499.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 AA5499
 AA5499.The horizontal coordinates were established by GPS observations
 AA5499.and adjusted by the National Geodetic Survey in February 1996..
 AA5499.No horizontal observational check was made to the station.
 AA5499
 AA5499.The orthometric height was determined by GPS observations and a
 AA5499.high-resolution geoid model.
 AA5499.No vertical observational check was made to the station.
 AA5499
 AA5499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5499
 AA5499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5499
 AA5499.The ellipsoidal height was determined by GPS observations
 AA5499.and is referenced to NAD 83.
 AA5499
 AA5499.The geoid height was determined by GEOID03.
 AA5499
 AA5499;                    North         East     Units Scale Factor Converg.
 AA5499;SPC TXNC     - 2,138,222.688   736,959.700   MT  0.99987590   +0 47 54.8
 AA5499;SPC TXNC     - 7,015,152.27  2,417,841.95   sFT  0.99987590   +0 47 54.8
 AA5499;UTM  14      - 3,642,416.121   683,699.349   MT  1.00001610   +1 04 02.4
 AA5499
 AA5499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5499!SPC TXNC     -   0.99997438  x   0.99987590  =   0.99985029
 AA5499!UTM  14      -   0.99997438  x   1.00001610  =   0.99999048
 AA5499
 AA5499|---------------------------------------------------------------------|
 AA5499| PID    Reference Object                     Distance      Geod. Az  |
 AA5499|                                                           dddmmss.s |
 AA5499| AA5498 2 E02                                33.529 METERS 01049     |
 AA5499|---------------------------------------------------------------------|
 AA5499
 AA5499                          SUPERSEDED SURVEY CONTROL
 AA5499
 AA5499  NAD 83(1993)-  32 54 16.37179(N)    097 02 08.88821(W) AD(       ) 1
 AA5499
 AA5499.Superseded values are not recommended for survey control.
 AA5499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5499.See file dsdata.txt to determine how the superseded data were derived.
 AA5499
 AA5499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8369942416(NAD 83)
 AA5499_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA5499_SETTING: 0 = UNSPECIFIED SETTING
 AA5499_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5499+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5499
 AA5499  HISTORY     - Date     Condition        Report By
 AA5499  HISTORY     - 1993     MONUMENTED       LOCSUR
 AA5499
 AA5499                          STATION DESCRIPTION
 AA5499
 AA5499'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (JBD)
 AA5499'THE STATION IS LOCATED ON THE ROOF OF BUILDING 2E AT DALLAS FORT WORTH
 AA5499'AIRPORT. THE MARK IS A TWO INCH BRONZE PLATE GLUED TO THE ROOF OF
 AA5499'BUILDING 2E. ACCESS TO THIS POINT IS LIMITED TO FAA PERSONNEL WHO USE
 AA5499'THE POINT AS A REFERENCE FOR ROOF MOUNTED ANTENNAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5500 ***********************************************************************
 AA5500  DESIGNATION -  2 ER2
 AA5500  PID         -  AA5500
 AA5500  STATE/COUNTY-  TX/TARRANT
 AA5500  USGS QUAD   -  GRAPEVINE (1981)
 AA5500
 AA5500                         *CURRENT SURVEY CONTROL
 AA5500  ___________________________________________________________________
 AA5500* NAD 83(1993)-  32 54 24.47714(N)    097 02 15.09328(W)     ADJUSTED  
 AA5500* NAVD 88     -       191.     (meters)     627.     (feet)  GPS OBS   
 AA5500  ___________________________________________________________________
 AA5500  X           -    -656,732.641 (meters)                     COMP
 AA5500  Y           -  -5,319,851.145 (meters)                     COMP
 AA5500  Z           -   3,445,374.103 (meters)                     COMP
 AA5500  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 AA5500  ELLIP HEIGHT-         163.44  (meters)          (02/16/96) GPS OBS
 AA5500  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AA5500
 AA5500  HORZ ORDER  -  FIRST
 AA5500  ELLP ORDER  -  FIFTH     CLASS I
 AA5500
 AA5500.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 AA5500
 AA5500.The horizontal coordinates were established by GPS observations
 AA5500.and adjusted by the National Geodetic Survey in February 1996..
 AA5500.No horizontal observational check was made to the station.
 AA5500
 AA5500.The orthometric height was determined by GPS observations and a
 AA5500.high-resolution geoid model.
 AA5500.No vertical observational check was made to the station.
 AA5500
 AA5500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5500
 AA5500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5500
 AA5500.The ellipsoidal height was determined by GPS observations
 AA5500.and is referenced to NAD 83.
 AA5500
 AA5500.The geoid height was determined by GEOID03.
 AA5500
 AA5500;                    North         East     Units Scale Factor Converg.
 AA5500;SPC TXNC     - 2,138,470.084   736,795.008   MT  0.99987580   +0 47 51.5
 AA5500;SPC TXNC     - 7,015,963.93  2,417,301.62   sFT  0.99987580   +0 47 51.5
 AA5500;UTM  14      - 3,642,662.776   683,533.475   MT  1.00001535   +1 03 59.3
 AA5500
 AA5500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5500!SPC TXNC     -   0.99997434  x   0.99987580  =   0.99985014
 AA5500!UTM  14      -   0.99997434  x   1.00001535  =   0.99998969
 AA5500
 AA5500|---------------------------------------------------------------------|
 AA5500| PID    Reference Object                     Distance      Geod. Az  |
 AA5500|                                                           dddmmss.s |
 AA5500| AA5497 2 E01                                23.992 METERS 30825     |
 AA5500|---------------------------------------------------------------------|
 AA5500
 AA5500                          SUPERSEDED SURVEY CONTROL
 AA5500
 AA5500  NAD 83(1993)-  32 54 24.47719(N)    097 02 15.09329(W) AD(       ) 1
 AA5500  ELLIP H (06/13/95)  163.44   (m)                       GP(       ) 3 1
 AA5500
 AA5500.Superseded values are not recommended for survey control.
 AA5500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5500.See file dsdata.txt to determine how the superseded data were derived.
 AA5500
 AA5500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8353342663(NAD 83)
 AA5500_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA5500_SETTING: 0 = UNSPECIFIED SETTING
 AA5500_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5500+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5500
 AA5500  HISTORY     - Date     Condition        Report By
 AA5500  HISTORY     - 1993     MONUMENTED       LOCSUR
 AA5500
 AA5500                          STATION DESCRIPTION
 AA5500
 AA5500'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (JBD)
 AA5500'THE STATION IS LOCATED ON THE ROOF OF BUILDING 2E AT DALLAS FORT WORTH
 AA5500'AIRPORT. THE MARK IS A TWO INCH BRONZE PLATE GLUED TO THE ROOF OF
 AA5500'BUILDING 2E. ACCESS TO THIS POINT IS LIMITED TO FAA PERSONNEL WHO USE
 AA5500'THE POINT AS A REFERENCE FOR ROOF MOUNTED ANTENNAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1091 ***********************************************************************
 CS1091  DESIGNATION -  2 F
 CS1091  PID         -  CS1091
 CS1091  STATE/COUNTY-  TX/DALLAS
 CS1091  USGS QUAD   -  OAK CLIFF (1981)
 CS1091
 CS1091                         *CURRENT SURVEY CONTROL
 CS1091  ___________________________________________________________________
 CS1091* NAD 83(1986)-  32 41 28.     (N)    096 51 24.     (W)     SCALED    
 CS1091* NAVD 88     -       186.543  (meters)     612.02   (feet)  ADJUSTED  
 CS1091  ___________________________________________________________________
 CS1091  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CS1091  DYNAMIC HT  -         186.327 (meters)     611.31  (feet)  COMP
 CS1091  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 CS1091
 CS1091  VERT ORDER  -  FIRST     CLASS II
 CS1091
 CS1091.The horizontal coordinates were scaled from a topographic map and have
 CS1091.an estimated accuracy of +/- 6 seconds.
 CS1091
 CS1091.The orthometric height was determined by differential leveling
 CS1091.and adjusted by the National Geodetic Survey in June 1991..
 CS1091
 CS1091.The geoid height was determined by GEOID03.
 CS1091
 CS1091.The dynamic height is computed by dividing the NAVD 88
 CS1091.geopotential number by the normal gravity value computed on the
 CS1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1091.degrees latitude (g = 980.6199 gals.).
 CS1091
 CS1091.The modeled gravity was interpolated from observed gravity values.
 CS1091
 CS1091;                    North         East    Units  Estimated Accuracy
 CS1091;SPC TXNC     - 2,114,810.      754,090.      MT  (+/- 180 meters Scaled)
 CS1091
 CS1091                          SUPERSEDED SURVEY CONTROL
 CS1091
 CS1091  NGVD 29 (??/??/92)  186.552  (m)          612.05   (f) ADJ UNCH    1 2
 CS1091
 CS1091.Superseded values are not recommended for survey control.
 CS1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1091.See file dsdata.txt to determine how the superseded data were derived.
 CS1091
 CS1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB009190(NAD 83)
 CS1091_MARKER: DD = SURVEY DISK
 CS1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1091_STAMPING: 2 F
 CS1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1091+STABILITY: SURFACE MOTION
 CS1091
 CS1091  HISTORY     - Date     Condition        Report By
 CS1091  HISTORY     - UNK      MONUMENTED       TX1730
 CS1091  HISTORY     - 1947     GOOD             NGS
 CS1091  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1091  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1091
 CS1091                          STATION DESCRIPTION
 CS1091
 CS1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1091'IN DALLAS.
 CS1091'AT DALLAS, AT THE NORTHEAST CORNER OF THE INTERSECTION OF LEDBETTER
 CS1091'DRIVE AND HAMPTON ROAD, 51.5 FEET NORTH OF AND ABOUT LEVEL WITH THE
 CS1091'CENTER LINE OF LEDBETTER DRIVE, 45.4 FEET EAST OF THE CENTER LINE OF
 CS1091'HAMPTON ROAD, 23.2 FEET NORTHEAST OF THE NORTH END OF A CONCRETE TUBE
 CS1091'CULVERT, 14.7 FEET EAST OF A FENCE CORNER AND 1.0 FOOT SOUTH OF A
 CS1091'FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES
 CS1091'BELOW GROUND.
 CS1091
 CS1091                          STATION RECOVERY (1958)
 CS1091
 CS1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1091'MARK NOT FOUND.
 CS1091
 CS1091                          STATION RECOVERY (2000)
 CS1091
 CS1091'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0720 ***********************************************************************
 CR0720  DESIGNATION -  2 G
 CR0720  PID         -  CR0720
 CR0720  STATE/COUNTY-  TX/VAN ZANDT
 CR0720  USGS QUAD   -  BROWNSBORO (1984)
 CR0720
 CR0720                         *CURRENT SURVEY CONTROL
 CR0720  ___________________________________________________________________
 CR0720* NAD 83(1986)-  32 21 43.     (N)    095 32 44.     (W)     SCALED    
 CR0720* NAVD 88     -       140.103  (meters)     459.65   (feet)  ADJUSTED  
 CR0720  ___________________________________________________________________
 CR0720  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CR0720  DYNAMIC HT  -         139.940 (meters)     459.12  (feet)  COMP
 CR0720  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 CR0720
 CR0720  VERT ORDER  -  SECOND    CLASS 0
 CR0720
 CR0720.The horizontal coordinates were scaled from a topographic map and have
 CR0720.an estimated accuracy of +/- 6 seconds.
 CR0720
 CR0720.The orthometric height was determined by differential leveling
 CR0720.and adjusted by the National Geodetic Survey in June 1991..
 CR0720
 CR0720.The geoid height was determined by GEOID03.
 CR0720
 CR0720.The dynamic height is computed by dividing the NAVD 88
 CR0720.geopotential number by the normal gravity value computed on the
 CR0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0720.degrees latitude (g = 980.6199 gals.).
 CR0720
 CR0720.The modeled gravity was interpolated from observed gravity values.
 CR0720
 CR0720;                    North         East    Units  Estimated Accuracy
 CR0720;SPC TXNC     - 2,081,010.      878,020.      MT  (+/- 180 meters Scaled)
 CR0720
 CR0720                          SUPERSEDED SURVEY CONTROL
 CR0720
 CR0720  NGVD 29 (??/??/92)  140.126  (m)          459.73   (f) ADJ UNCH    2 0
 CR0720
 CR0720.Superseded values are not recommended for survey control.
 CR0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0720.See file dsdata.txt to determine how the superseded data were derived.
 CR0720
 CR0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR604834(NAD 83)
 CR0720_MARKER: DD = SURVEY DISK
 CR0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0720_STAMPING: 2 G 1946 460
 CR0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0720+STABILITY: SURFACE MOTION
 CR0720
 CR0720  HISTORY     - Date     Condition        Report By
 CR0720  HISTORY     - 1946     MONUMENTED       USGS
 CR0720  HISTORY     - 1948     GOOD             NGS
 CR0720  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0720  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0720
 CR0720                          STATION DESCRIPTION
 CR0720
 CR0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0720'3.95 MI E FROM EDOM.
 CR0720'3.95 MILES EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT EDOM,
 CR0720'68.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH OF CHRIST,
 CR0720'34.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18.3 FEET EAST OF A
 CR0720'FENCE CORNER, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 CR0720'ABOVE THE GROUND.
 CR0720
 CR0720                          STATION RECOVERY (1995)
 CR0720
 CR0720'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0720'MARK NOT FOUND.
 CR0720
 CR0720                          STATION RECOVERY (2004)
 CR0720
 CR0720'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0720'MARK NOT FOUND.  THE HIGHWAY LOCATION FOR THE MARK HAS CHANGED AND IS
 CR0720'NOW TEXAS FM 279.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1092 ***********************************************************************
 CS1092  DESIGNATION -  2 G
 CS1092  PID         -  CS1092
 CS1092  STATE/COUNTY-  TX/DALLAS
 CS1092  USGS QUAD   -  OAK CLIFF (1981)
 CS1092
 CS1092                         *CURRENT SURVEY CONTROL
 CS1092  ___________________________________________________________________
 CS1092* NAD 83(1986)-  32 42 20.     (N)    096 51 25.     (W)     SCALED    
 CS1092* NAVD 88     -       162.215  (meters)     532.20   (feet)  ADJUSTED  
 CS1092  ___________________________________________________________________
 CS1092  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CS1092  DYNAMIC HT  -         162.028 (meters)     531.59  (feet)  COMP
 CS1092  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 CS1092
 CS1092  VERT ORDER  -  FIRST     CLASS II
 CS1092
 CS1092.The horizontal coordinates were scaled from a topographic map and have
 CS1092.an estimated accuracy of +/- 6 seconds.
 CS1092
 CS1092.The orthometric height was determined by differential leveling
 CS1092.and adjusted by the National Geodetic Survey in June 1991..
 CS1092
 CS1092.The geoid height was determined by GEOID03.
 CS1092
 CS1092.The dynamic height is computed by dividing the NAVD 88
 CS1092.geopotential number by the normal gravity value computed on the
 CS1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1092.degrees latitude (g = 980.6199 gals.).
 CS1092
 CS1092.The modeled gravity was interpolated from observed gravity values.
 CS1092
 CS1092;                    North         East    Units  Estimated Accuracy
 CS1092;SPC TXNC     - 2,116,410.      754,030.      MT  (+/- 180 meters Scaled)
 CS1092
 CS1092                          SUPERSEDED SURVEY CONTROL
 CS1092
 CS1092  NGVD 29 (??/??/92)  162.225  (m)          532.23   (f) ADJ UNCH    1 2
 CS1092
 CS1092.Superseded values are not recommended for survey control.
 CS1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1092.See file dsdata.txt to determine how the superseded data were derived.
 CS1092
 CS1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB008206(NAD 83)
 CS1092_MARKER: DD = SURVEY DISK
 CS1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1092_STAMPING: 2 G
 CS1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1092+STABILITY: SURFACE MOTION
 CS1092
 CS1092  HISTORY     - Date     Condition        Report By
 CS1092  HISTORY     - UNK      MONUMENTED       TX1730
 CS1092  HISTORY     - 1947     GOOD             NGS
 CS1092  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1092  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1092
 CS1092                          STATION DESCRIPTION
 CS1092
 CS1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1092'IN DALLAS.
 CS1092'AT DALLAS, AT THE INTERSECTION OF THE CENTER LINES OF HAMPTON ROAD AND
 CS1092'INNER KESSLER BOULEVARD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS1092'POST ABOUT 15 INCHES BELOW GROUND.
 CS1092
 CS1092                          STATION RECOVERY (1958)
 CS1092
 CS1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1092'MARK NOT FOUND.
 CS1092
 CS1092                          STATION RECOVERY (2000)
 CS1092
 CS1092'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1096 ***********************************************************************
 CS1096  DESIGNATION -  2 H
 CS1096  PID         -  CS1096
 CS1096  STATE/COUNTY-  TX/DALLAS
 CS1096  USGS QUAD   -  OAK CLIFF (1981)
 CS1096
 CS1096                         *CURRENT SURVEY CONTROL
 CS1096  ___________________________________________________________________
 CS1096* NAD 83(1986)-  32 43 16.     (N)    096 51 24.     (W)     SCALED    
 CS1096* NAVD 88     -       184.881  (meters)     606.56   (feet)  ADJUSTED  
 CS1096  ___________________________________________________________________
 CS1096  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CS1096  DYNAMIC HT  -         184.668 (meters)     605.86  (feet)  COMP
 CS1096  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 CS1096
 CS1096  VERT ORDER  -  FIRST     CLASS II
 CS1096
 CS1096.The horizontal coordinates were scaled from a topographic map and have
 CS1096.an estimated accuracy of +/- 6 seconds.
 CS1096
 CS1096.The orthometric height was determined by differential leveling
 CS1096.and adjusted by the National Geodetic Survey in June 1991..
 CS1096
 CS1096.The geoid height was determined by GEOID03.
 CS1096
 CS1096.The dynamic height is computed by dividing the NAVD 88
 CS1096.geopotential number by the normal gravity value computed on the
 CS1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1096.degrees latitude (g = 980.6199 gals.).
 CS1096
 CS1096.The modeled gravity was interpolated from observed gravity values.
 CS1096
 CS1096;                    North         East    Units  Estimated Accuracy
 CS1096;SPC TXNC     - 2,118,130.      754,030.      MT  (+/- 180 meters Scaled)
 CS1096
 CS1096                          SUPERSEDED SURVEY CONTROL
 CS1096
 CS1096  NGVD 29 (??/??/92)  184.891  (m)          606.60   (f) ADJ UNCH    1 2
 CS1096
 CS1096.Superseded values are not recommended for survey control.
 CS1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1096.See file dsdata.txt to determine how the superseded data were derived.
 CS1096
 CS1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB008224(NAD 83)
 CS1096_MARKER: DD = SURVEY DISK
 CS1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1096_STAMPING: 2 H
 CS1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1096+STABILITY: SURFACE MOTION
 CS1096
 CS1096  HISTORY     - Date     Condition        Report By
 CS1096  HISTORY     - UNK      MONUMENTED       TX1730
 CS1096  HISTORY     - 1947     GOOD             NGS
 CS1096  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1096
 CS1096                          STATION DESCRIPTION
 CS1096
 CS1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1096'IN DALLAS.
 CS1096'AT DALLAS, AT THE NORTHWEST CORNER OF THE CLEARVIEW AIRPORT, ABOUT 79
 CS1096'YARDS NORTH OF THE ENTRANCE DRIVE, 38.0 FEET SOUTH OF THE CENTER LINE
 CS1096'OF MOUNTAIN LAKE ROAD, 30.0 FEET EAST OF AND ABOUT LEVEL WITH THE
 CS1096'CENTER LINE OF HAMPTON ROAD, 27.4 FEET SOUTHEAST OF THE EAST END OF A
 CS1096'CONCRETE TUBE CULVERT AND 13.7 FEET EAST OF A FIRE HYDRANT.  A BRONZE
 CS1096'DISK SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES BELOW GROUND.
 CS1096
 CS1096                          STATION RECOVERY (1958)
 CS1096
 CS1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1097 ***********************************************************************
 CS1097  DESIGNATION -  2 J
 CS1097  PID         -  CS1097
 CS1097  STATE/COUNTY-  TX/DALLAS
 CS1097  USGS QUAD   -  OAK CLIFF (1981)
 CS1097
 CS1097                         *CURRENT SURVEY CONTROL
 CS1097  ___________________________________________________________________
 CS1097* NAD 83(1986)-  32 43 15.     (N)    096 52 26.     (W)     SCALED    
 CS1097* NAVD 88     -       197.059  (meters)     646.52   (feet)  ADJUSTED  
 CS1097  ___________________________________________________________________
 CS1097  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CS1097  DYNAMIC HT  -         196.832 (meters)     645.77  (feet)  COMP
 CS1097  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 CS1097
 CS1097  VERT ORDER  -  FIRST     CLASS II
 CS1097
 CS1097.The horizontal coordinates were scaled from a topographic map and have
 CS1097.an estimated accuracy of +/- 6 seconds.
 CS1097
 CS1097.The orthometric height was determined by differential leveling
 CS1097.and adjusted by the National Geodetic Survey in June 1991..
 CS1097
 CS1097.The geoid height was determined by GEOID03.
 CS1097
 CS1097.The dynamic height is computed by dividing the NAVD 88
 CS1097.geopotential number by the normal gravity value computed on the
 CS1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1097.degrees latitude (g = 980.6199 gals.).
 CS1097
 CS1097.The modeled gravity was interpolated from observed gravity values.
 CS1097
 CS1097;                    North         East    Units  Estimated Accuracy
 CS1097;SPC TXNC     - 2,118,080.      752,420.      MT  (+/- 180 meters Scaled)
 CS1097
 CS1097                          SUPERSEDED SURVEY CONTROL
 CS1097
 CS1097  NGVD 29 (??/??/92)  197.069  (m)          646.55   (f) ADJ UNCH    1 2
 CS1097
 CS1097.Superseded values are not recommended for survey control.
 CS1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1097.See file dsdata.txt to determine how the superseded data were derived.
 CS1097
 CS1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB992223(NAD 83)
 CS1097_MARKER: DD = SURVEY DISK
 CS1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1097_STAMPING: 2 J
 CS1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1097+STABILITY: SURFACE MOTION
 CS1097
 CS1097  HISTORY     - Date     Condition        Report By
 CS1097  HISTORY     - UNK      MONUMENTED       TX1730
 CS1097  HISTORY     - 1947     GOOD             NGS
 CS1097  HISTORY     - 1951     MARK NOT FOUND   TX1730
 CS1097
 CS1097                          STATION DESCRIPTION
 CS1097
 CS1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1097'IN DALLAS.
 CS1097'AT DALLAS, AT THE NORTHEAST CORNER OF THE INTERSECTION OF MOUNTAIN
 CS1097'LAKE ROAD AND WESTMORLAND AVENUE, 49.2 FEET EAST OF AND ABOUT LEVEL
 CS1097'WITH THE CENTER LINE OF WESTMORLAND AVENUE, 31.1 FEET NORTH OF THE
 CS1097'CENTER LINE OF MOUNTAIN LAKE ROAD, 22.6 FEET EAST OF A FENCE CORNER
 CS1097'AND 1.0 FOOT SOUTH OF A FENCE.  A BRONZE DISK SET IN THE TOP OF A
 CS1097'CONCRETE POST FLUSH WITH THE GROUND.
 CS1097
 CS1097                          STATION RECOVERY (1951)
 CS1097
 CS1097'RECOVERY NOTE BY CITY OF DALLAS TEXAS 1951
 CS1097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0797 ***********************************************************************
 BY0797  DESIGNATION -  2 K 11
 BY0797  PID         -  BY0797
 BY0797  STATE/COUNTY-  TX/POLK
 BY0797  USGS QUAD   -  WAKEFIELD (1980)
 BY0797
 BY0797                         *CURRENT SURVEY CONTROL
 BY0797  ___________________________________________________________________
 BY0797* NAD 83(1986)-  31 05 54.     (N)    094 50 06.     (W)     SCALED    
 BY0797* NAVD 88     -        82.54   (+/-2cm)     270.8    (feet)  VERTCON   
 BY0797  ___________________________________________________________________
 BY0797  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BY0797
 BY0797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0797
 BY0797.The horizontal coordinates were scaled from a topographic map and have
 BY0797.an estimated accuracy of +/- 6 seconds.
 BY0797
 BY0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0797.The vertical order pertains to the NGVD 29 superseded value.
 BY0797
 BY0797.The geoid height was determined by GEOID03.
 BY0797
 BY0797;                    North         East    Units  Estimated Accuracy
 BY0797;SPC TX C     - 3,171,670.    1,224,300.      MT  (+/- 180 meters Scaled)
 BY0797
 BY0797                          SUPERSEDED SURVEY CONTROL
 BY0797
 BY0797  NGVD 29 (??/??/92)   82.567  (m)          270.89   (f) ADJ UNCH    2 0
 BY0797
 BY0797.Superseded values are not recommended for survey control.
 BY0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0797.See file dsdata.txt to determine how the superseded data were derived.
 BY0797
 BY0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ249419(NAD 83)
 BY0797_MARKER: DD = SURVEY DISK
 BY0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0797_STAMPING: 2 K 11
 BY0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0797+STABILITY: SURFACE MOTION
 BY0797
 BY0797  HISTORY     - Date     Condition        Report By
 BY0797  HISTORY     - UNK      MONUMENTED       DOD
 BY0797  HISTORY     - 1948     GOOD             NGS
 BY0797  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY0797
 BY0797                          STATION DESCRIPTION
 BY0797
 BY0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY0797'7.55 MI NW FROM CORRIGAN.
 BY0797'3.8 MILES NORTH ALONG U. S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BY0797'RAILROAD STATION AT CORRIGAN, THENCE 2.75 MILES NORTH ALONG A GRADED
 BY0797'DIRT ROAD (OLD RIGHT-OF-WAY OF U. S. HIGHWAY 59), THENCE 1.0 MILE
 BY0797'NORTHWEST ALONG A GRADED DIRT ROAD, 0.2 MILE WEST OF EASOM SCHOOL,
 BY0797'177.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 24.0 FEET
 BY0797'NORTH OF THE CENTER LINE OF THE ROAD, 18.9 FEET SOUTHWEST OF A 15-INCH
 BY0797'OAK TREE, 1.2 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 BY0797'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 BY0797'MARK IS 0.4 MILE NORTHWEST OF BENCH MARK Z 989.
 BY0797
 BY0797                          STATION RECOVERY (1963)
 BY0797
 BY0797'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY0797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0796 ***********************************************************************
 BY0796  DESIGNATION -  2 K 12
 BY0796  PID         -  BY0796
 BY0796  STATE/COUNTY-  TX/POLK
 BY0796  USGS QUAD   -  WAKEFIELD (1980)
 BY0796
 BY0796                         *CURRENT SURVEY CONTROL
 BY0796  ___________________________________________________________________
 BY0796* NAD 83(1986)-  31 05 56.     (N)    094 50 24.     (W)     SCALED    
 BY0796* NAVD 88     -        83.03   (+/-2cm)     272.4    (feet)  VERTCON   
 BY0796  ___________________________________________________________________
 BY0796  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BY0796
 BY0796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0796
 BY0796.The horizontal coordinates were scaled from a topographic map and have
 BY0796.an estimated accuracy of +/- 6 seconds.
 BY0796
 BY0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0796.The vertical order pertains to the NGVD 29 superseded value.
 BY0796
 BY0796.The geoid height was determined by GEOID03.
 BY0796
 BY0796;                    North         East    Units  Estimated Accuracy
 BY0796;SPC TX C     - 3,171,710.    1,223,820.      MT  (+/- 180 meters Scaled)
 BY0796
 BY0796                          SUPERSEDED SURVEY CONTROL
 BY0796
 BY0796  NGVD 29 (??/??/92)   83.059  (m)          272.50   (f) ADJ UNCH    2 0
 BY0796
 BY0796.Superseded values are not recommended for survey control.
 BY0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0796.See file dsdata.txt to determine how the superseded data were derived.
 BY0796
 BY0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ245420(NAD 83)
 BY0796_MARKER: DD = SURVEY DISK
 BY0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0796_STAMPING: K 12
 BY0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0796+STABILITY: SURFACE MOTION
 BY0796
 BY0796  HISTORY     - Date     Condition        Report By
 BY0796  HISTORY     - UNK      MONUMENTED       DOD
 BY0796  HISTORY     - 1963     GOOD             USGS
 BY0796
 BY0796                          STATION DESCRIPTION
 BY0796
 BY0796'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BY0796'7.80 MI NW FROM CORRINGAN.
 BY0796'CORRINGAN, 7.3 MILES NORTH ALONG U.S. HIGHWAY 59, THENCE 1.9 MILES
 BY0796'WEST ALONG FARM ROAD 2714, 96 FEET NORTHWEST OF NORTHWEST CORNER OF
 BY0796'FARMHOUSE, 81.5 FEET WEST OF CEDAR TREE, 17.8 FEET NORTH OF A FENCE,
 BY0796'65 FEET SOUTH OF ROAD, SET IN TOP OF CONCRETE POST PROJECTING 0.3 FEET
 BY0796'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1107 ***********************************************************************
 CS1107  DESIGNATION -  2 L
 CS1107  PID         -  CS1107
 CS1107  STATE/COUNTY-  TX/DALLAS
 CS1107  USGS QUAD   -  OAK CLIFF (1981)
 CS1107
 CS1107                         *CURRENT SURVEY CONTROL
 CS1107  ___________________________________________________________________
 CS1107* NAD 83(1986)-  32 44 36.     (N)    096 52 26.     (W)     SCALED    
 CS1107* NAVD 88     -       168.193  (meters)     551.81   (feet)  ADJUSTED  
 CS1107  ___________________________________________________________________
 CS1107  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CS1107  DYNAMIC HT  -         167.999 (meters)     551.18  (feet)  COMP
 CS1107  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 CS1107
 CS1107  VERT ORDER  -  FIRST     CLASS II
 CS1107
 CS1107.The horizontal coordinates were scaled from a topographic map and have
 CS1107.an estimated accuracy of +/- 6 seconds.
 CS1107
 CS1107.The orthometric height was determined by differential leveling
 CS1107.and adjusted by the National Geodetic Survey in June 1991..
 CS1107
 CS1107.The geoid height was determined by GEOID03.
 CS1107
 CS1107.The dynamic height is computed by dividing the NAVD 88
 CS1107.geopotential number by the normal gravity value computed on the
 CS1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1107.degrees latitude (g = 980.6199 gals.).
 CS1107
 CS1107.The modeled gravity was interpolated from observed gravity values.
 CS1107
 CS1107;                    North         East    Units  Estimated Accuracy
 CS1107;SPC TXNC     - 2,120,570.      752,380.      MT  (+/- 180 meters Scaled)
 CS1107
 CS1107                          SUPERSEDED SURVEY CONTROL
 CS1107
 CS1107  NGVD 29 (??/??/92)  168.203  (m)          551.85   (f) ADJ UNCH    1 2
 CS1107
 CS1107.Superseded values are not recommended for survey control.
 CS1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1107.See file dsdata.txt to determine how the superseded data were derived.
 CS1107
 CS1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB992248(NAD 83)
 CS1107_MARKER: DD = SURVEY DISK
 CS1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1107_STAMPING: 2 L
 CS1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1107+STABILITY: SURFACE MOTION
 CS1107
 CS1107  HISTORY     - Date     Condition        Report By
 CS1107  HISTORY     - UNK      MONUMENTED       TX1730
 CS1107  HISTORY     - 1947     GOOD             NGS
 CS1107  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1107
 CS1107                          STATION DESCRIPTION
 CS1107
 CS1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1107'IN DALLAS.
 CS1107'AT DALLAS, IN THE EAST SAFETY ISLAND OF JEFFERSON BOULEVARD AT ITS
 CS1107'INTERSECTION WITH WESTMORLAND AVENUE, 37.8 FEET SOUTHEAST OF THE
 CS1107'CENTER LINE OF THE NORTH TRAFFIC LANE OF JEFFERSON BOULEVARD, 37.2
 CS1107'FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH TRAFFIC LANE AND 25.8
 CS1107'FEET EAST OF THE EAST CURB OF WESTMORLAND AVENUE.  A BRONZE DISK SET
 CS1107'IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW GROUND.
 CS1107
 CS1107                          STATION RECOVERY (1958)
 CS1107
 CS1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1108 ***********************************************************************
 CS1108  DESIGNATION -  2 M
 CS1108  PID         -  CS1108
 CS1108  STATE/COUNTY-  TX/DALLAS
 CS1108  USGS QUAD   -  DALLAS (1981)
 CS1108
 CS1108                         *CURRENT SURVEY CONTROL
 CS1108  ___________________________________________________________________
 CS1108* NAD 83(1986)-  32 45 14.     (N)    096 52 25.     (W)     SCALED    
 CS1108* NAVD 88     -       177.402  (meters)     582.03   (feet)  ADJUSTED  
 CS1108  ___________________________________________________________________
 CS1108  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CS1108  DYNAMIC HT  -         177.197 (meters)     581.35  (feet)  COMP
 CS1108  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 CS1108
 CS1108  VERT ORDER  -  FIRST     CLASS II
 CS1108
 CS1108.The horizontal coordinates were scaled from a topographic map and have
 CS1108.an estimated accuracy of +/- 6 seconds.
 CS1108
 CS1108.The orthometric height was determined by differential leveling
 CS1108.and adjusted by the National Geodetic Survey in June 1991..
 CS1108
 CS1108.The geoid height was determined by GEOID03.
 CS1108
 CS1108.The dynamic height is computed by dividing the NAVD 88
 CS1108.geopotential number by the normal gravity value computed on the
 CS1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1108.degrees latitude (g = 980.6199 gals.).
 CS1108
 CS1108.The modeled gravity was interpolated from observed gravity values.
 CS1108
 CS1108;                    North         East    Units  Estimated Accuracy
 CS1108;SPC TXNC     - 2,121,740.      752,390.      MT  (+/- 180 meters Scaled)
 CS1108
 CS1108                          SUPERSEDED SURVEY CONTROL
 CS1108
 CS1108  NGVD 29 (??/??/92)  177.411  (m)          582.06   (f) ADJ UNCH    1 2
 CS1108
 CS1108.Superseded values are not recommended for survey control.
 CS1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1108.See file dsdata.txt to determine how the superseded data were derived.
 CS1108
 CS1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB992260(NAD 83)
 CS1108_MARKER: DD = SURVEY DISK
 CS1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1108_STAMPING: 2 M
 CS1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1108+STABILITY: SURFACE MOTION
 CS1108
 CS1108  HISTORY     - Date     Condition        Report By
 CS1108  HISTORY     - UNK      MONUMENTED       TX1730
 CS1108  HISTORY     - 1947     GOOD             NGS
 CS1108  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1108
 CS1108                          STATION DESCRIPTION
 CS1108
 CS1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1108'IN DALLAS.
 CS1108'AT DALLAS, AT THE NORTHEAST CORNER OF THE INTERSECTION OF WESTMORLAND
 CS1108'AVENUE AND FT. WORTH AVENUE (HIGHWAY NO. 1B), 58.0 FEET NORTHWEST OF
 CS1108'AND ABOUT LEVEL WITH THE CENTER LINE OF FT. WORTH AVENUE, 41.5 FEET
 CS1108'WEST OF THE CENTER LINE OF WESTMORLAND AVENUE AND 29.1 FEET WEST OF A
 CS1108'POWER POLE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST ABOUT 5
 CS1108'INCHES BELOW GROUND.
 CS1108
 CS1108                          STATION RECOVERY (1958)
 CS1108
 CS1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1114 ***********************************************************************
 CS1114  DESIGNATION -  2 N
 CS1114  PID         -  CS1114
 CS1114  STATE/COUNTY-  TX/DALLAS
 CS1114  USGS QUAD   -  DALLAS (1981)
 CS1114
 CS1114                         *CURRENT SURVEY CONTROL
 CS1114  ___________________________________________________________________
 CS1114* NAD 83(1986)-  32 45 45.     (N)    096 51 23.     (W)     SCALED    
 CS1114* NAVD 88     -       166.935  (meters)     547.69   (feet)  ADJUSTED  
 CS1114  ___________________________________________________________________
 CS1114  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CS1114  DYNAMIC HT  -         166.743 (meters)     547.06  (feet)  COMP
 CS1114  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 CS1114
 CS1114  VERT ORDER  -  FIRST     CLASS II
 CS1114
 CS1114.The horizontal coordinates were scaled from a topographic map and have
 CS1114.an estimated accuracy of +/- 6 seconds.
 CS1114
 CS1114.The orthometric height was determined by differential leveling
 CS1114.and adjusted by the National Geodetic Survey in June 1991..
 CS1114
 CS1114.The geoid height was determined by GEOID03.
 CS1114
 CS1114.The dynamic height is computed by dividing the NAVD 88
 CS1114.geopotential number by the normal gravity value computed on the
 CS1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1114.degrees latitude (g = 980.6199 gals.).
 CS1114
 CS1114.The modeled gravity was interpolated from observed gravity values.
 CS1114
 CS1114;                    North         East    Units  Estimated Accuracy
 CS1114;SPC TXNC     - 2,122,720.      753,990.      MT  (+/- 180 meters Scaled)
 CS1114
 CS1114                          SUPERSEDED SURVEY CONTROL
 CS1114
 CS1114  NGVD 29 (??/??/92)  166.946  (m)          547.72   (f) ADJ UNCH    1 2
 CS1114
 CS1114.Superseded values are not recommended for survey control.
 CS1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1114.See file dsdata.txt to determine how the superseded data were derived.
 CS1114
 CS1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB008269(NAD 83)
 CS1114_MARKER: DD = SURVEY DISK
 CS1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1114_STAMPING: 2 N
 CS1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1114+STABILITY: SURFACE MOTION
 CS1114
 CS1114  HISTORY     - Date     Condition        Report By
 CS1114  HISTORY     - UNK      MONUMENTED       TX1730
 CS1114  HISTORY     - 1947     GOOD             NGS
 CS1114  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1114
 CS1114                          STATION DESCRIPTION
 CS1114
 CS1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1114'IN DALLAS.
 CS1114'AT DALLAS, AT THE NORTHEAST CORNER OF THE INTERSECTION OF FORT WORTH
 CS1114'AVENUE AND HAMPTON ROAD, 59.0 FEET NORTHWEST OF AND ABOUT LEVEL WITH
 CS1114'THE CENTER LINE OF FORT WORTH AVENUE, 48.1 FEET EAST OF THE CENTER
 CS1114'LINE OF HAMPTON ROAD, 40.7 FEET NORTHEAST OF A POWER POLE, 2.5 FEET
 CS1114'SOUTHWEST OF AN IRON PIPE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS1114'POST WHICH IS ABOUT FLUSH WITH THE GROUND.
 CS1114
 CS1114                          STATION RECOVERY (1958)
 CS1114
 CS1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0437 ***********************************************************************
 CE0437  DESIGNATION -  2 REB
 CE0437  PID         -  CE0437
 CE0437  STATE/COUNTY-  TX/EL PASO
 CE0437  USGS QUAD   -  SMELTERTOWN (1994)
 CE0437
 CE0437                         *CURRENT SURVEY CONTROL
 CE0437  ___________________________________________________________________
 CE0437* NAD 83(1986)-  31 50 18.     (N)    106 34 43.     (W)     SCALED    
 CE0437* NAVD 88     -      1142.878  (meters)    3749.59   (feet)  ADJUSTED  
 CE0437  ___________________________________________________________________
 CE0437  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0437  DYNAMIC HT  -        1141.183 (meters)    3744.03  (feet)  COMP
 CE0437  MODELED GRAV-     979,116.5   (mgal)                       NAVD 88
 CE0437
 CE0437  VERT ORDER  -  FIRST     CLASS II
 CE0437
 CE0437.The horizontal coordinates were scaled from a topographic map and have
 CE0437.an estimated accuracy of +/- 6 seconds.
 CE0437
 CE0437.The orthometric height was determined by differential leveling
 CE0437.and adjusted by the National Geodetic Survey in June 1991..
 CE0437
 CE0437.The geoid height was determined by GEOID03.
 CE0437
 CE0437.The dynamic height is computed by dividing the NAVD 88
 CE0437.geopotential number by the normal gravity value computed on the
 CE0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0437.degrees latitude (g = 980.6199 gals.).
 CE0437
 CE0437.The modeled gravity was interpolated from observed gravity values.
 CE0437
 CE0437;                    North         East    Units  Estimated Accuracy
 CE0437;SPC TX C     - 3,257,340.      109,150.      MT  (+/- 180 meters Scaled)
 CE0437
 CE0437                          SUPERSEDED SURVEY CONTROL
 CE0437
 CE0437.No superseded survey control is available for this station.
 CE0437
 CE0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR506236(NAD 83)
 CE0437_MARKER: DD = SURVEY DISK
 CE0437_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0437_SP_SET: CULVERT HEADWALL
 CE0437_STAMPING: 2 REB 1979
 CE0437_MARK LOGO: USGS  
 CE0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0437+STABILITY: SURFACE MOTION
 CE0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0437+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0437
 CE0437  HISTORY     - Date     Condition        Report By
 CE0437  HISTORY     - 1979     MONUMENTED       USGS
 CE0437  HISTORY     - 1981     GOOD             NGS
 CE0437  HISTORY     - 19940418 GOOD             NGS
 CE0437  HISTORY     - 19951226 GOOD             USPSQD
 CE0437
 CE0437                          STATION DESCRIPTION
 CE0437
 CE0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0437'IN EL PASO.
 CE0437'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CE0437'IN EL PASO, AT THE JUNCTION OF DONIPHAN ROAD AND CONLEY PLACE, 0.4
 CE0437'KM (0.25 MI) NORTHWEST OF THE INTERSECTION OF DONIPHAN AND SUNSET
 CE0437'ROADS, 0.3 KM (0.2 MI) SOUTHEAST OF THE INTERSECTION OF DONIPHAN
 CE0437'AND MESA ROADS, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 CE0437'HEADWALL OF A 3-CHANNEL CONCRETE CULVERT, 16.8 METERS (55.0 FT)
 CE0437'NORTHWEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 CE0437'RAILROAD, 6.4 METERS (21.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CE0437'HIGHWAY AND 1.5 METERS (5.0 FT) NORTHWEST OF THE SOUTHEAST END OF
 CE0437'THE HEADWALL.
 CE0437
 CE0437                          STATION RECOVERY (1994)
 CE0437
 CE0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0437'IN EL PASO, AT THE INTERSECTION OF DONIPHAN AND CROSSROADS DRIVES, IN
 CE0437'TOP OF AND 0.5 M (1.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 CE0437'SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER DONIPHAN DRIVE, 57.9 M
 CE0437'(190.0 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF CROSSROADS DRIVE,
 CE0437'16.9 M (55.4 FT) NORTHEAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD,
 CE0437'6.7 M (22.0 FT) SOUTHEAST OF THE CENTERLINE OF DONIPHAN DRIVE, AND
 CE0437'0.4 M (1.3 FT) ABOVE THE LEVEL OF DONIPHAN DRIVE.
 CE0437
 CE0437                          STATION RECOVERY (1995)
 CE0437
 CE0437'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3654 ***********************************************************************
 AW3654  DESIGNATION -  2 TXHD
 AW3654  PID         -  AW3654
 AW3654  STATE/COUNTY-  TX/HARRIS
 AW3654  USGS QUAD   -  PASADENA (1995)
 AW3654
 AW3654                         *CURRENT SURVEY CONTROL
 AW3654  ___________________________________________________________________
 AW3654* NAD 83(1986)-  29 43 31.     (N)    095 12 43.     (W)     SCALED    
 AW3654* NAVD 88     -       -20.70   (+/-2cm)     -67.9    (feet)  VERTCON   
 AW3654  ___________________________________________________________________
 AW3654  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3654
 AW3654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3654
 AW3654.The horizontal coordinates were scaled from a topographic map and have
 AW3654.an estimated accuracy of +/- 6 seconds.
 AW3654
 AW3654.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3654.The vertical order pertains to the NGVD 29 superseded value.
 AW3654
 AW3654.The geoid height was determined by GEOID03.
 AW3654
 AW3654;                    North         East    Units  Estimated Accuracy
 AW3654;SPC TXSC     - 4,215,610.      966,390.      MT  (+/- 180 meters Scaled)
 AW3654
 AW3654                          SUPERSEDED SURVEY CONTROL
 AW3654
 AW3654  NGVD 29 (??/??/92)  -20.698  (m)          -67.91   (f) ADJ UNCH    2 0
 AW3654
 AW3654.Superseded values are not recommended for survey control.
 AW3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3654.See file dsdata.txt to determine how the superseded data were derived.
 AW3654
 AW3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN860903(NAD 83)
 AW3654_MARKER: DD = SURVEY DISK
 AW3654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3654_SP_SET: GUTTER
 AW3654_STAMPING: NO 2
 AW3654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3654
 AW3654  HISTORY     - Date     Condition        Report By
 AW3654  HISTORY     - UNK      MONUMENTED       TXHD
 AW3654  HISTORY     - 1973     GOOD             NGS
 AW3654  HISTORY     - 1978     GOOD             NGS
 AW3654  HISTORY     - 1987     GOOD             USPSQD
 AW3654  HISTORY     - 1987     GOOD             USPSQD
 AW3654  HISTORY     - 1987     GOOD             USPSQD
 AW3654  HISTORY     - 1987     GOOD             USPSQD
 AW3654  HISTORY     - 1988     GOOD             USPSQD
 AW3654  HISTORY     - 1988     GOOD             USPSQD
 AW3654
 AW3654                          STATION DESCRIPTION
 AW3654
 AW3654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3654'IN PASADENA.
 AW3654'AT PASADENA, ABOUT MIDWAY AND IN THE WASHBURN TUNNEL, ABOUT 37 YARDS
 AW3654'SOUTH OF THE APPROXIMATE LOW POINT OF THE TUNNEL AND ON A SLIGHT
 AW3654'INCLINE TO THE SOUTH, SET IN THE TOP OF THE EAST CONCRETE GUTTER AND
 AW3654'ABOUT 6 INCHES WEST OF THE EAST WALKWAY, AND 10 INCHES ABOVE THE FLOOR
 AW3654'OF THE BRIDGE.
 AW3654
 AW3654                          STATION RECOVERY (1978)
 AW3654
 AW3654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3654'RECOVERED IN GOOD CONDITION.
 AW3654
 AW3654                          STATION RECOVERY (1987)
 AW3654
 AW3654'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW3654'RECOVERED IN GOOD CONDITION.
 AW3654
 AW3654                          STATION RECOVERY (1987)
 AW3654
 AW3654'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW3654'RECOVERED IN GOOD CONDITION.
 AW3654
 AW3654                          STATION RECOVERY (1987)
 AW3654
 AW3654'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW3654'RECOVERED IN GOOD CONDITION.
 AW3654
 AW3654                          STATION RECOVERY (1987)
 AW3654
 AW3654'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW3654'RECOVERED IN GOOD CONDITION.
 AW3654
 AW3654                          STATION RECOVERY (1988)
 AW3654
 AW3654'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW3654'RECOVERED IN GOOD CONDITION.
 AW3654
 AW3654                          STATION RECOVERY (1988)
 AW3654
 AW3654'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW3654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1073 ***********************************************************************
 AY1073  DESIGNATION -  2 TXHD
 AY1073  PID         -  AY1073
 AY1073  STATE/COUNTY-  TX/KENDALL
 AY1073  USGS QUAD   -  BOERNE (1982)
 AY1073
 AY1073                         *CURRENT SURVEY CONTROL
 AY1073  ___________________________________________________________________
 AY1073* NAD 83(1986)-  29 46 49.     (N)    098 43 44.     (W)     SCALED    
 AY1073* NAVD 88     -       435.769  (meters)    1429.69   (feet)  POSTED    
 AY1073  ___________________________________________________________________
 AY1073  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AY1073  DYNAMIC HT  -         435.140 (meters)    1427.62  (feet)  COMP
 AY1073  MODELED GRAV-     979,176.0   (mgal)                       NAVD 88
 AY1073
 AY1073  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AY1073
 AY1073.The horizontal coordinates were scaled from a topographic map and have
 AY1073.an estimated accuracy of +/- 6 seconds.
 AY1073
 AY1073.The orthometric height was determined by differential leveling
 AY1073.and adjusted by the National Geodetic Survey in 1992..
 AY1073.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AY1073.rate greater than 8.0 mm/km.
 AY1073
 AY1073.The geoid height was determined by GEOID03.
 AY1073
 AY1073.The dynamic height is computed by dividing the NAVD 88
 AY1073.geopotential number by the normal gravity value computed on the
 AY1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1073.degrees latitude (g = 980.6199 gals.).
 AY1073
 AY1073.The modeled gravity was interpolated from observed gravity values.
 AY1073
 AY1073;                    North         East    Units  Estimated Accuracy
 AY1073;SPC TXSC     - 4,215,810.      626,210.      MT  (+/- 180 meters Scaled)
 AY1073
 AY1073                          SUPERSEDED SURVEY CONTROL
 AY1073
 AY1073  NGVD 29 (??/??/92)  435.673  (m)         1429.37   (f) ADJ UNCH    2 0
 AY1073
 AY1073.Superseded values are not recommended for survey control.
 AY1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1073.See file dsdata.txt to determine how the superseded data were derived.
 AY1073
 AY1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT262944(NAD 83)
 AY1073_MARKER: DD = SURVEY DISK
 AY1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1073+STABILITY: SURFACE MOTION
 AY1073
 AY1073  HISTORY     - Date     Condition        Report By
 AY1073  HISTORY     - UNK      MONUMENTED       TXHD
 AY1073  HISTORY     - 1953     GOOD             NGS
 AY1073  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY1073  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1073
 AY1073                          STATION DESCRIPTION
 AY1073
 AY1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1073'0.9 MI S FROM BOERNE.
 AY1073'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1073'42 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 60 FEET
 AY1073'WEST OF THE CENTER LINE OF THE HIGHWAY, 83 FEET SOUTH OF BENCH MARK 1
 AY1073'(T.S.H.D.), SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AY1073'GROUND.
 AY1073
 AY1073                          STATION RECOVERY (1964)
 AY1073
 AY1073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1073'MARK NOT FOUND.
 AY1073
 AY1073                          STATION RECOVERY (1982)
 AY1073
 AY1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1073'SEARCHED FOR BUT NOT RECOVERED. KNOCKED OUT BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0615 ***********************************************************************
 BZ0615  DESIGNATION -  2 TXRD
 BZ0615  PID         -  BZ0615
 BZ0615  STATE/COUNTY-  TX/LIMESTONE
 BZ0615  USGS QUAD   -  GROESBECK (1978)
 BZ0615
 BZ0615                         *CURRENT SURVEY CONTROL
 BZ0615  ___________________________________________________________________
 BZ0615* NAD 83(1986)-  31 31 20.     (N)    096 31 58.     (W)     SCALED    
 BZ0615* NAVD 88     -       144.53   (+/-2cm)     474.2    (feet)  VERTCON   
 BZ0615  ___________________________________________________________________
 BZ0615  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 BZ0615
 BZ0615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0615
 BZ0615.The horizontal coordinates were scaled from a topographic map and have
 BZ0615.an estimated accuracy of +/- 6 seconds.
 BZ0615
 BZ0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0615.The vertical order pertains to the NGVD 29 superseded value.
 BZ0615
 BZ0615.The geoid height was determined by GEOID03.
 BZ0615
 BZ0615;                    North         East    Units  Estimated Accuracy
 BZ0615;SPC TX C     - 3,211,870.    1,060,880.      MT  (+/- 180 meters Scaled)
 BZ0615
 BZ0615                          SUPERSEDED SURVEY CONTROL
 BZ0615
 BZ0615  NGVD 29 (??/??/92)  144.489  (m)          474.04   (f) ADJ UNCH    2 0
 BZ0615
 BZ0615.Superseded values are not recommended for survey control.
 BZ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0615.See file dsdata.txt to determine how the superseded data were derived.
 BZ0615
 BZ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV342901(NAD 83)
 BZ0615_MARKER: DD = SURVEY DISK
 BZ0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0615+STABILITY: SURFACE MOTION
 BZ0615
 BZ0615  HISTORY     - Date     Condition        Report By
 BZ0615  HISTORY     - UNK      MONUMENTED       TXRD
 BZ0615  HISTORY     - 1935     GOOD             NGS
 BZ0615  HISTORY     - 1942     GOOD             NGS
 BZ0615
 BZ0615                          STATION DESCRIPTION
 BZ0615
 BZ0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BZ0615'IN GROESBECK.
 BZ0615'AT GROESBECK AND ALONG THE SOUTHERN PACIFIC RR 67 FEET SE OF SE CORNER
 BZ0615'OF DEPOT.  46 FEET E OF CENTER OF MAIN TRACK.
 BZ0615
 BZ0615                          STATION RECOVERY (1942)
 BZ0615
 BZ0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BZ0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1243 ***********************************************************************
 AB1243  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1243  DESIGNATION -  2 USE
 AB1243  PID         -  AB1243
 AB1243  STATE/COUNTY-  TX/CAMERON
 AB1243  USGS QUAD   -  PORT ISABEL (1983)
 AB1243
 AB1243                         *CURRENT SURVEY CONTROL
 AB1243  ___________________________________________________________________
 AB1243* NAD 83(1986)-  26 04 04.     (N)    097 09 20.     (W)     SCALED    
 AB1243* NAVD 88     -         1.341  (meters)       4.40   (feet)  ADJUSTED  
 AB1243  ___________________________________________________________________
 AB1243  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 AB1243  DYNAMIC HT  -           1.339 (meters)       4.39  (feet)  COMP
 AB1243  MODELED GRAV-     979,069.5   (mgal)                       NAVD 88
 AB1243
 AB1243  VERT ORDER  -  FIRST     CLASS II
 AB1243
 AB1243.The horizontal coordinates were scaled from a topographic map and have
 AB1243.an estimated accuracy of +/- 6 seconds.
 AB1243
 AB1243.The orthometric height was determined by differential leveling
 AB1243.and adjusted by the National Geodetic Survey in June 1991..
 AB1243
 AB1243.This Tidal Bench Mark is designated as VM 1700
 AB1243.by the Center for Operational Oceanographic Products and Services.
 AB1243
 AB1243.The geoid height was determined by GEOID03.
 AB1243
 AB1243.The dynamic height is computed by dividing the NAVD 88
 AB1243.geopotential number by the normal gravity value computed on the
 AB1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1243.degrees latitude (g = 980.6199 gals.).
 AB1243
 AB1243.The modeled gravity was interpolated from observed gravity values.
 AB1243
 AB1243;                    North         East    Units  Estimated Accuracy
 AB1243;SPC TX S     - 5,045,160.      434,530.      MT  (+/- 180 meters Scaled)
 AB1243
 AB1243                          SUPERSEDED SURVEY CONTROL
 AB1243
 AB1243.No superseded survey control is available for this station.
 AB1243
 AB1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP845844(NAD 83)
 AB1243_MARKER: DJ = TIDAL STATION DISK
 AB1243_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB1243_SP_SET: LARGE ROCK JETTIES
 AB1243_STAMPING: 2 1934
 AB1243_MARK LOGO: USE   
 AB1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1243+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2006
 AB1243
 AB1243  HISTORY     - Date     Condition        Report By
 AB1243  HISTORY     - 1934     MONUMENTED       USE
 AB1243  HISTORY     - 1982     GOOD             NGS
 AB1243  HISTORY     - 1987     GOOD             USPSQD
 AB1243  HISTORY     - 19910306 GOOD             USPSQD
 AB1243  HISTORY     - 19971011 GOOD             USPSQD
 AB1243  HISTORY     - 20060101 GOOD             USPSQD
 AB1243
 AB1243                          STATION DESCRIPTION
 AB1243
 AB1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1243'2.2 KM (1.4 MI) SE FROM SOUTH PADRE ISLAND.
 AB1243'2.2 KM (1.4 MI) SOUTHEAST ALONG STATE PARK ROAD 100 SOUTH FROM THE
 AB1243'JUNCTION OF STATE PARK ROAD 100 NORTH AND STATE HIGHWAY 100 WEST IN
 AB1243'SOUTH ISLAND TO THE JETTIES RESTAURANT AND LOUNGE THAT IS LOCATED AT
 AB1243'THE EXTREME SOUTHEAST END OF SOUTH PADRE ISLAND BY THE NORTH END OF
 AB1243'THE JETTIES, A USE DISK SET IN THE CENTER OF THE NORTH JETTY AT THE
 AB1243'ENTRANCE TO THE PORT ISABEL CHANNEL, 142.3 METERS (467.0 FT) SOUTHEAST
 AB1243'OF THE SOUTHWEST CORNER OF THE RESTAURANT, 20.7 METERS (68.0 FT) EAST
 AB1243'OF BENCH MARK 1 USE, AND 30.4 METERS (100.0 FT) WEST OF BENCH MARK 3
 AB1243'USE.
 AB1243'THE MARK IS ABOVE LEVEL WITH JETTIE.
 AB1243
 AB1243                          STATION RECOVERY (1987)
 AB1243
 AB1243'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB1243'RECOVERED IN GOOD CONDITION.
 AB1243
 AB1243                          STATION RECOVERY (1991)
 AB1243
 AB1243'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1243'RECOVERED IN GOOD CONDITION.
 AB1243
 AB1243                          STATION RECOVERY (1997)
 AB1243
 AB1243'RECOVERY NOTE BY US POWER SQUADRON 1997
 AB1243'RECOVERED IN GOOD CONDITION.
 AB1243
 AB1243                          STATION RECOVERY (2006)
 AB1243
 AB1243'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AB1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1466 ***********************************************************************
 AJ1466  DESIGNATION -  2 WR
 AJ1466  PID         -  AJ1466
 AJ1466  STATE/COUNTY-  TX/WEBB
 AJ1466  USGS QUAD   -  CUERVO CREEK (1965)
 AJ1466
 AJ1466                         *CURRENT SURVEY CONTROL
 AJ1466  ___________________________________________________________________
 AJ1466* NAD 83(1986)-  27 39 37.     (N)    099 34 57.     (W)     SCALED    
 AJ1466* NAVD 88     -       178.42   (+/-2cm)     585.4    (feet)  VERTCON   
 AJ1466  ___________________________________________________________________
 AJ1466  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AJ1466
 AJ1466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1466
 AJ1466.The horizontal coordinates were scaled from a topographic map and have
 AJ1466.an estimated accuracy of +/- 6 seconds.
 AJ1466
 AJ1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1466.The vertical order pertains to the NGVD 29 superseded value.
 AJ1466
 AJ1466.The geoid height was determined by GEOID03.
 AJ1466
 AJ1466;                    North         East    Units  Estimated Accuracy
 AJ1466;SPC TX S     - 5,221,340.      193,200.      MT  (+/- 180 meters Scaled)
 AJ1466
 AJ1466                          SUPERSEDED SURVEY CONTROL
 AJ1466
 AJ1466  NGVD 29 (??/??/92)  178.39   (m)          585.3    (f) COMPUTED    2 0
 AJ1466
 AJ1466.Superseded values are not recommended for survey control.
 AJ1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1466.See file dsdata.txt to determine how the superseded data were derived.
 AJ1466
 AJ1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR425597(NAD 83)
 AJ1466_MARKER: DB = BENCH MARK DISK
 AJ1466_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1466_SP_SET: ROCK OUTCROP
 AJ1466_STAMPING: 2 WR 585 1964
 AJ1466_MARK LOGO: USGS  
 AJ1466_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1466+STABILITY: POSITION/ELEVATION WELL
 AJ1466
 AJ1466  HISTORY     - Date     Condition        Report By
 AJ1466  HISTORY     - 1964     MONUMENTED       USGS
 AJ1466
 AJ1466                          STATION DESCRIPTION
 AJ1466
 AJ1466'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1466'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 5.8 MILES NORTHWEST
 AJ1466'ALONG TEXAS FARM ROAD 1472, 50 FEET NORTH OF THE CENTERLINE OF THE
 AJ1466'ROAD AT THE NORTHEAST END OF A CURVE, 18 FEET SOUTH OF A RIGHT-OF-WAY
 AJ1466'FENCE AND NEAR THE SUMMIT OF A NORTHEAST-SOUTHWEST RIDGE, SET IN A
 AJ1466'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0109 ***********************************************************************
 DN0109  DESIGNATION -  20
 DN0109  PID         -  DN0109
 DN0109  STATE/COUNTY-  TX/HUNT
 DN0109  USGS QUAD   -  GREENVILLE NW (1962)
 DN0109
 DN0109                         *CURRENT SURVEY CONTROL
 DN0109  ___________________________________________________________________
 DN0109* NAD 83(1986)-  33 11 44.     (N)    096 08 35.     (W)     SCALED    
 DN0109* NAVD 88     -       173.630  (meters)     569.65   (feet)  ADJUSTED  
 DN0109  ___________________________________________________________________
 DN0109  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN0109  DYNAMIC HT  -         173.442 (meters)     569.03  (feet)  COMP
 DN0109  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 DN0109
 DN0109  VERT ORDER  -  FIRST     CLASS II
 DN0109
 DN0109.The horizontal coordinates were scaled from a topographic map and have
 DN0109.an estimated accuracy of +/- 6 seconds.
 DN0109
 DN0109.The orthometric height was determined by differential leveling
 DN0109.and adjusted by the National Geodetic Survey in June 1991..
 DN0109
 DN0109.The geoid height was determined by GEOID03.
 DN0109
 DN0109.The dynamic height is computed by dividing the NAVD 88
 DN0109.geopotential number by the normal gravity value computed on the
 DN0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0109.degrees latitude (g = 980.6199 gals.).
 DN0109
 DN0109.The modeled gravity was interpolated from observed gravity values.
 DN0109
 DN0109;                    North         East    Units  Estimated Accuracy
 DN0109;SPC TXNC     - 2,172,000.      819,730.      MT  (+/- 180 meters Scaled)
 DN0109
 DN0109                          SUPERSEDED SURVEY CONTROL
 DN0109
 DN0109  NGVD 29 (??/??/92)  173.621  (m)          569.62   (f) ADJ UNCH    1 2
 DN0109
 DN0109.Superseded values are not recommended for survey control.
 DN0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0109.See file dsdata.txt to determine how the superseded data were derived.
 DN0109
 DN0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB663766(NAD 83)
 DN0109_MARKER: S = SPIKE
 DN0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0109_SP_SET: CULVERT
 DN0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0109
 DN0109  HISTORY     - Date     Condition        Report By
 DN0109  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0109  HISTORY     - 1933     GOOD             NGS
 DN0109  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0109
 DN0109                          STATION DESCRIPTION
 DN0109
 DN0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0109'4.3 MI NW FROM GREENVILLE.
 DN0109'4.3 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0109'FROM GREENVILLE, HUNT COUNTY, AT MILEAGE 708.6, AT A CONCRETE CULVERT,
 DN0109'AND IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL.  A RAILROAD
 DN0109'SPIKE.
 DN0109
 DN0109                          STATION RECOVERY (1986)
 DN0109
 DN0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1123 ***********************************************************************
 FL1123  DESIGNATION -  20
 FL1123  PID         -  FL1123
 FL1123  STATE/COUNTY-  TX/POTTER
 FL1123  USGS QUAD   -  PUENTE (1953)
 FL1123
 FL1123                         *CURRENT SURVEY CONTROL
 FL1123  ___________________________________________________________________
 FL1123* NAD 83(1986)-  35 27 45.     (N)    101 53 19.     (W)     SCALED    
 FL1123* NAVD 88     -       952.671  (meters)    3125.55   (feet)  ADJUSTED  
 FL1123  ___________________________________________________________________
 FL1123  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL1123  DYNAMIC HT  -         951.574 (meters)    3121.96  (feet)  COMP
 FL1123  MODELED GRAV-     979,449.8   (mgal)                       NAVD 88
 FL1123
 FL1123  VERT ORDER  -  SECOND    CLASS 0
 FL1123
 FL1123.The horizontal coordinates were scaled from a topographic map and have
 FL1123.an estimated accuracy of +/- 6 seconds.
 FL1123
 FL1123.The orthometric height was determined by differential leveling
 FL1123.and adjusted by the National Geodetic Survey in June 1991..
 FL1123
 FL1123.The geoid height was determined by GEOID03.
 FL1123
 FL1123.The dynamic height is computed by dividing the NAVD 88
 FL1123.geopotential number by the normal gravity value computed on the
 FL1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1123.degrees latitude (g = 980.6199 gals.).
 FL1123
 FL1123.The modeled gravity was interpolated from observed gravity values.
 FL1123
 FL1123;                    North         East    Units  Estimated Accuracy
 FL1123;SPC TX N     - 1,162,310.      164,730.      MT  (+/- 180 meters Scaled)
 FL1123
 FL1123                          SUPERSEDED SURVEY CONTROL
 FL1123
 FL1123  NGVD 29 (??/??/92)  952.206  (m)         3124.03   (f) ADJ UNCH    2 0
 FL1123
 FL1123.Superseded values are not recommended for survey control.
 FL1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1123.See file dsdata.txt to determine how the superseded data were derived.
 FL1123
 FL1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE378281(NAD 83)
 FL1123_MARKER: B = BOLT
 FL1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1123+STABILITY: SURFACE MOTION
 FL1123
 FL1123  HISTORY     - Date     Condition        Report By
 FL1123  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1123  HISTORY     - 1934     GOOD             NGS
 FL1123
 FL1123                          STATION DESCRIPTION
 FL1123
 FL1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1123'21.5 MI N FROM AMARILLO.
 FL1123'21.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1123'AMARILLO, POTTER COUNTY, 124 FEET NORTH OF MILEPOST 20, 199 FEET EAST
 FL1123'OF THE CENTER LINE OF THE TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 FL1123'FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0988 ***********************************************************************
 AB0988  DESIGNATION -  20 1919 USGS
 AB0988  PID         -  AB0988
 AB0988  STATE/COUNTY-  TX/KENEDY
 AB0988  USGS QUAD   -  YTURRIA (1982)
 AB0988
 AB0988                         *CURRENT SURVEY CONTROL
 AB0988  ___________________________________________________________________
 AB0988* NAD 83(1986)-  26 37 10.     (N)    097 46 04.     (W)     SCALED    
 AB0988* NAVD 88     -         8.671  (meters)      28.45   (feet)  ADJUSTED  
 AB0988  ___________________________________________________________________
 AB0988  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AB0988  DYNAMIC HT  -           8.657 (meters)      28.40  (feet)  COMP
 AB0988  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 AB0988
 AB0988  VERT ORDER  -  FIRST     CLASS II
 AB0988
 AB0988.The horizontal coordinates were scaled from a topographic map and have
 AB0988.an estimated accuracy of +/- 6 seconds.
 AB0988
 AB0988.The orthometric height was determined by differential leveling
 AB0988.and adjusted by the National Geodetic Survey in June 1991..
 AB0988.WARNING-Repeat measurements at this control monument indicate possible
 AB0988.vertical movement.
 AB0988
 AB0988.The geoid height was determined by GEOID03.
 AB0988
 AB0988.The dynamic height is computed by dividing the NAVD 88
 AB0988.geopotential number by the normal gravity value computed on the
 AB0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0988.degrees latitude (g = 980.6199 gals.).
 AB0988
 AB0988.The modeled gravity was interpolated from observed gravity values.
 AB0988
 AB0988;                    North         East    Units  Estimated Accuracy
 AB0988;SPC TX S     - 5,105,770.      372,910.      MT  (+/- 180 meters Scaled)
 AB0988
 AB0988                          SUPERSEDED SURVEY CONTROL
 AB0988
 AB0988.No superseded survey control is available for this station.
 AB0988
 AB0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ226448(NAD 83)
 AB0988_MARKER: P = PIPE CAP
 AB0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0988_STAMPING: PRIM TRAV STA NO 20 1919
 AB0988_MARK LOGO: USGS  
 AB0988_PROJECTION: FLUSH
 AB0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0988+STABILITY: SURFACE MOTION
 AB0988
 AB0988  HISTORY     - Date     Condition        Report By
 AB0988  HISTORY     - 1919     MONUMENTED       USGS
 AB0988  HISTORY     - 1951     GOOD             NGS
 AB0988  HISTORY     - 1981     GOOD             NGS
 AB0988  HISTORY     - 1988     GOOD             USPSQD
 AB0988  HISTORY     - 1988     GOOD             USPSQD
 AB0988
 AB0988                          STATION DESCRIPTION
 AB0988
 AB0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0988'9.6 MI N FROM RAYMONDVILLE.
 AB0988'9.6 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0988'FROM THE STATION AT RAYMONDVILLE, 34 FEET WEST OF THE WEST RAIL, 10
 AB0988'FEET SOUTH OF MILEPOST 56, 12.7 FEET EAST OF A FENCE, 2.6 FEET NORTH
 AB0988'OF BENCH MARK C 48.  1.2 FEET NORTH OF A WITNESS POST, RIVETED ON THE
 AB0988'TOP OF AN RION PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.  NOTE--
 AB0988'NOW THE SOUTHERN PACIFIC LINES.
 AB0988
 AB0988                          STATION RECOVERY (1981)
 AB0988
 AB0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0988'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB0988'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 10.5 KM (6.55 MI) NORTH
 AB0988'ALONG U.S. HIGHWAY 77, AT RAILROAD MILEPOST 56 AND ABOUT 91.4 METERS
 AB0988'(300.0 FT) NORTHWEST AND ACROSS TRACKS FROM A TELEPHONE WARNING SIGN
 AB0988'FOR UNDERGROUND CABLE, 45.1 METERS (148.0 FT) WEST OF THE CENTERLINE
 AB0988'OF U.S. HIGHWAY 77, 10.3 METERS (34.0 FT) WEST OF THE WEST RAIL OF THE
 AB0988'TRACKS, 7.9 METERS (26.0 FT) SOUTHWEST OF MILEPOST 56, AND 3.9
 AB0988'(13.0 FT) EAST OF THE RIGHT OF WAY FENCE.
 AB0988'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 AB0988'THE MARK IS 0.6 M BELOW TRACK.
 AB0988
 AB0988                          STATION RECOVERY (1988)
 AB0988
 AB0988'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0988'RECOVERED IN GOOD CONDITION.
 AB0988
 AB0988                          STATION RECOVERY (1988)
 AB0988
 AB0988'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0043 ***********************************************************************
 DQ0043  DESIGNATION -  20 PSFRR
 DQ0043  PID         -  DQ0043
 DQ0043  STATE/COUNTY-  TX/HOCKLEY
 DQ0043  USGS QUAD   -  LEVELLAND EAST (1980)
 DQ0043
 DQ0043                         *CURRENT SURVEY CONTROL
 DQ0043  ___________________________________________________________________
 DQ0043* NAD 83(1986)-  33 35 34.     (N)    102 16 56.     (W)     SCALED    
 DQ0043* NAVD 88     -      1055.947  (meters)    3464.39   (feet)  ADJUSTED  
 DQ0043  ___________________________________________________________________
 DQ0043  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 DQ0043  DYNAMIC HT  -        1054.566 (meters)    3459.86  (feet)  COMP
 DQ0043  MODELED GRAV-     979,292.3   (mgal)                       NAVD 88
 DQ0043
 DQ0043  VERT ORDER  -  SECOND    CLASS 0
 DQ0043
 DQ0043.The horizontal coordinates were scaled from a topographic map and have
 DQ0043.an estimated accuracy of +/- 6 seconds.
 DQ0043
 DQ0043.The orthometric height was determined by differential leveling
 DQ0043.and adjusted by the National Geodetic Survey in June 1991..
 DQ0043
 DQ0043.The geoid height was determined by GEOID03.
 DQ0043
 DQ0043.The dynamic height is computed by dividing the NAVD 88
 DQ0043.geopotential number by the normal gravity value computed on the
 DQ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0043.degrees latitude (g = 980.6199 gals.).
 DQ0043
 DQ0043.The modeled gravity was interpolated from observed gravity values.
 DQ0043
 DQ0043;                    North         East    Units  Estimated Accuracy
 DQ0043;SPC TXNC     - 2,219,910.      249,030.      MT  (+/- 180 meters Scaled)
 DQ0043
 DQ0043                          SUPERSEDED SURVEY CONTROL
 DQ0043
 DQ0043  NGVD 29 (??/??/92) 1055.55   (m)         3463.1    (f) COMPUTED    2 0
 DQ0043
 DQ0043.Superseded values are not recommended for survey control.
 DQ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0043.See file dsdata.txt to determine how the superseded data were derived.
 DQ0043
 DQ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT522203(NAD 83)
 DQ0043_MARKER: B = BOLT
 DQ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0043+STABILITY: SURFACE MOTION
 DQ0043
 DQ0043  HISTORY     - Date     Condition        Report By
 DQ0043  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0043  HISTORY     - 1934     GOOD             NGS
 DQ0043
 DQ0043                          STATION DESCRIPTION
 DQ0043
 DQ0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0043'5.7 MI E FROM LEVELLAND.
 DQ0043'5.7 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0043'STATION AT LEVELLAND, HOCKLEY COUNTY, 150 FEET NORTH OF MILEPOST 20,
 DQ0043'102 FEET NORTH OF THE CENTERLINE OF THE TRACK, 69 FEET SOUTH OF THE
 DQ0043'CENTERLINE OF A ROAD, AND 0.5 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE. A
 DQ0043'TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0240 ***********************************************************************
 BQ0240  DESIGNATION -  20 USGS
 BQ0240  PID         -  BQ0240
 BQ0240  STATE/COUNTY-  TX/CULBERSON
 BQ0240  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0240
 BQ0240                         *CURRENT SURVEY CONTROL
 BQ0240  ___________________________________________________________________
 BQ0240* NAD 83(1986)-  30 58 54.     (N)    104 49 13.     (W)     SCALED    
 BQ0240* NAVD 88     -      1201.318  (meters)    3941.32   (feet)  ADJUSTED  
 BQ0240  ___________________________________________________________________
 BQ0240  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BQ0240  DYNAMIC HT  -        1199.420 (meters)    3935.10  (feet)  COMP
 BQ0240  MODELED GRAV-     979,019.2   (mgal)                       NAVD 88
 BQ0240
 BQ0240  VERT ORDER  -  FIRST     CLASS II
 BQ0240
 BQ0240.The horizontal coordinates were scaled from a topographic map and have
 BQ0240.an estimated accuracy of +/- 6 seconds.
 BQ0240
 BQ0240.The orthometric height was determined by differential leveling
 BQ0240.and adjusted by the National Geodetic Survey in June 1991..
 BQ0240.WARNING-Repeat measurements at this control monument indicate possible
 BQ0240.vertical movement.
 BQ0240
 BQ0240.The geoid height was determined by GEOID03.
 BQ0240
 BQ0240.The dynamic height is computed by dividing the NAVD 88
 BQ0240.geopotential number by the normal gravity value computed on the
 BQ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0240.degrees latitude (g = 980.6199 gals.).
 BQ0240
 BQ0240.The modeled gravity was interpolated from observed gravity values.
 BQ0240
 BQ0240;                    North         East    Units  Estimated Accuracy
 BQ0240;SPC TX C     - 3,154,420.      271,560.      MT  (+/- 180 meters Scaled)
 BQ0240
 BQ0240                          SUPERSEDED SURVEY CONTROL
 BQ0240
 BQ0240  NGVD 29 (??/??/92) 1200.794  (m)         3939.61   (f) ADJ UNCH    1 2
 BQ0240
 BQ0240.Superseded values are not recommended for survey control.
 BQ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0240.See file dsdata.txt to determine how the superseded data were derived.
 BQ0240
 BQ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ171275(NAD 83)
 BQ0240_MARKER: DD = SURVEY DISK
 BQ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0240_STAMPING: 20 WHV 1950
 BQ0240_MARK LOGO: USGS  
 BQ0240_PROJECTION: PROJECTING 30 CENTIMETERS
 BQ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0240+STABILITY: SURFACE MOTION
 BQ0240
 BQ0240  HISTORY     - Date     Condition        Report By
 BQ0240  HISTORY     - 1950     MONUMENTED       USGS
 BQ0240  HISTORY     - 1958     GOOD             NGS
 BQ0240  HISTORY     - 1981     GOOD             NGS
 BQ0240
 BQ0240                          STATION DESCRIPTION
 BQ0240
 BQ0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0240'4.15 MI S FROM VAN HORN.
 BQ0240'ABOUT 4.15 MILES SOUTH ALONG U. S. HIGHWAY 90 FROM THE JUNCTION OF U.
 BQ0240'S. HIGHWAY 80 AT VAN HORN, 63 FEET EAST-NORTHEAST OF THE CENTER LINE
 BQ0240'OF THE HIGHWAY, ABOUT 0.2 MILE NORTH OF A CONCRETE BRIDGE, ABOUT 0.1
 BQ0240'MILE SOUTHWEST OF A STEEL WINDMILL, 2 FEET SOUTH OF A CONCRETE WITNESS
 BQ0240'POST, 1 FOOT EAST OF A FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BQ0240'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BQ0240
 BQ0240                          STATION RECOVERY (1981)
 BQ0240
 BQ0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0240'6.1 KM (3.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0240'WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 0.3 KM (0.2 MI) NORTH OF A
 BQ0240'12-CHANNEL CONCRETE CULVERT, 0.2 KM (0.1 MI) SOUTH OF A ROAD LEADING
 BQ0240'EAST TO AN ELECTRIC SUB-STATION, AND 19.2 METERS (63.0 FT)
 BQ0240'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 BQ0240'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 BQ0240'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0370 ***********************************************************************
 CU0370  DESIGNATION -  20 WDC
 CU0370  PID         -  CU0370
 CU0370  STATE/COUNTY-  TX/MITCHELL
 CU0370  USGS QUAD   -  DAM DRAW (1987)
 CU0370
 CU0370                         *CURRENT SURVEY CONTROL
 CU0370  ___________________________________________________________________
 CU0370* NAD 83(1986)-  32 08 39.     (N)    100 44 37.     (W)     SCALED    
 CU0370* NAVD 88     -       620.580  (meters)    2036.02   (feet)  ADJUSTED  
 CU0370  ___________________________________________________________________
 CU0370  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CU0370  DYNAMIC HT  -         619.755 (meters)    2033.31  (feet)  COMP
 CU0370  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 CU0370
 CU0370  VERT ORDER  -  SECOND    CLASS 0
 CU0370
 CU0370.The horizontal coordinates were scaled from a topographic map and have
 CU0370.an estimated accuracy of +/- 6 seconds.
 CU0370
 CU0370.The orthometric height was determined by differential leveling
 CU0370.and adjusted by the National Geodetic Survey in June 1991..
 CU0370
 CU0370.The geoid height was determined by GEOID03.
 CU0370
 CU0370.The dynamic height is computed by dividing the NAVD 88
 CU0370.geopotential number by the normal gravity value computed on the
 CU0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0370.degrees latitude (g = 980.6199 gals.).
 CU0370
 CU0370.The modeled gravity was interpolated from observed gravity values.
 CU0370
 CU0370;                    North         East    Units  Estimated Accuracy
 CU0370;SPC TXNC     - 2,055,210.      388,340.      MT  (+/- 180 meters Scaled)
 CU0370
 CU0370                          SUPERSEDED SURVEY CONTROL
 CU0370
 CU0370  NGVD 29 (??/??/92)  620.384  (m)         2035.38   (f) ADJ UNCH    2 0
 CU0370
 CU0370.Superseded values are not recommended for survey control.
 CU0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0370.See file dsdata.txt to determine how the superseded data were derived.
 CU0370
 CU0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA355577(NAD 83)
 CU0370_MARKER: DD = SURVEY DISK
 CU0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0370_SP_SET: CULVERT
 CU0370_STAMPING: 20 WDC 1958 2035
 CU0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0370
 CU0370  HISTORY     - Date     Condition        Report By
 CU0370  HISTORY     - 1958     MONUMENTED       USGS
 CU0370  HISTORY     - 1961     GOOD             NGS
 CU0370
 CU0370                          STATION DESCRIPTION
 CU0370
 CU0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0370'6.25 MI NW FROM SILVER.
 CU0370'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0370'AT SILVER, THENCE 5.65 MILES NORTHWEST ALONG STATE HIGHWAY 208, 1.2
 CU0370'MILES NORTHWEST OF A CONCRETE HIGHWAY BRIDGE OVER WALNUT CREEK, 22
 CU0370'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF
 CU0370'THE TOP OF THE NORTHEAST CONCRETE HEAD WALL OF A CULVERT, 77 FEET
 CU0370'EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A DIRT
 CU0370'ROAD LEADING EAST, 68 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT
 CU0370'ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0202 ***********************************************************************
 CR0202  DESIGNATION -  200
 CR0202  PID         -  CR0202
 CR0202  STATE/COUNTY-  TX/HARRISON
 CR0202  USGS QUAD   -  LAKEPORT (1983)
 CR0202
 CR0202                         *CURRENT SURVEY CONTROL
 CR0202  ___________________________________________________________________
 CR0202* NAD 83(1986)-  32 25 37.     (N)    094 38 27.     (W)     SCALED    
 CR0202* NAVD 88     -        79.44   (+/-2cm)     260.6    (feet)  VERTCON   
 CR0202  ___________________________________________________________________
 CR0202  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0202
 CR0202  VERT ORDER  -  ? (See Below)
 CR0202
 CR0202.The horizontal coordinates were scaled from a topographic map and have
 CR0202.an estimated accuracy of +/- 6 seconds.
 CR0202
 CR0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0202.The vertical order pertains to the NGVD 29 superseded value.
 CR0202
 CR0202.The geoid height was determined by GEOID03.
 CR0202
 CR0202;                    North         East    Units  Estimated Accuracy
 CR0202;SPC TXNC     - 2,090,970.      962,860.      MT  (+/- 180 meters Scaled)
 CR0202
 CR0202                          SUPERSEDED SURVEY CONTROL
 CR0202
 CR0202  NGVD 29 (??/??/92)   79.472  (m)          260.73   (f) ADJ UNCH    ?  
 CR0202
 CR0202.Superseded values are not recommended for survey control.
 CR0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0202.See file dsdata.txt to determine how the superseded data were derived.
 CR0202
 CR0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR457889(NAD 83)
 CR0202_MARKER: Z = SEE DESCRIPTION
 CR0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0202_SP_SET: RAIL
 CR0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0202
 CR0202  HISTORY     - Date     Condition        Report By
 CR0202  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0202  HISTORY     - 1934     GOOD             NGS
 CR0202
 CR0202                          STATION DESCRIPTION
 CR0202
 CR0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0202'7.5 MI SE FROM LONGVIEW.
 CR0202'IN HARRISON COUNTY, 7.5 MILES SOUTHEAST ALONG THE GULF, COLORADO AND
 CR0202'SANTA FE RAILWAY FROM LONGVIEW, GREGG COUNTY, AND NEAR MILEPOST 200.
 CR0202'THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1770 ***********************************************************************
 CS1770  DESIGNATION -  200
 CS1770  PID         -  CS1770
 CS1770  STATE/COUNTY-  TX/TARRANT
 CS1770  USGS QUAD   -  HALTOM CITY (1981)
 CS1770
 CS1770                         *CURRENT SURVEY CONTROL
 CS1770  ___________________________________________________________________
 CS1770* NAD 83(1993)-  32 47 42.05726(N)    097 17 56.47106(W)     ADJUSTED  
 CS1770* NAVD 88     -       183.427  (meters)     601.79   (feet)  ADJUSTED  
 CS1770  ___________________________________________________________________
 CS1770  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 CS1770  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1770  DYNAMIC HT  -         183.212 (meters)     601.09  (feet)  COMP
 CS1770  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 CS1770
 CS1770  HORZ ORDER  -  SECOND
 CS1770  VERT ORDER  -  FIRST     CLASS II
 CS1770
 CS1770.The horizontal coordinates were established by classical geodetic methods
 CS1770.and adjusted by the National Geodetic Survey in February 1996..
 CS1770
 CS1770.The orthometric height was determined by differential leveling
 CS1770.and adjusted by the National Geodetic Survey in June 1991..
 CS1770
 CS1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1770
 CS1770.The geoid height was determined by GEOID03.
 CS1770
 CS1770.The dynamic height is computed by dividing the NAVD 88
 CS1770.geopotential number by the normal gravity value computed on the
 CS1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1770.degrees latitude (g = 980.6199 gals.).
 CS1770
 CS1770.The modeled gravity was interpolated from observed gravity values.
 CS1770
 CS1770;                    North         East     Units Scale Factor Converg.
 CS1770;SPC TXNC     - 2,125,765.363   712,478.621   MT  0.99988259   +0 39 18.0
 CS1770;SPC TXNC     - 6,974,281.86  2,337,523.61   sFT  0.99988259   +0 39 18.0
 CS1770;UTM  14      - 3,629,843.551   659,274.651   MT  0.99991281   +0 55 17.4
 CS1770
 CS1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1770!SPC TXNC     -   0.99997556  x   0.99988259  =   0.99985815
 CS1770!UTM  14      -   0.99997556  x   0.99991281  =   0.99988837
 CS1770
 CS1770|---------------------------------------------------------------------|
 CS1770| PID    Reference Object                     Distance      Geod. Az  |
 CS1770|                                                           dddmmss.s |
 CS1770| CY2665 200 RM 2                             24.817 METERS 00730     |
 CS1770| CY2664 200 RM 1                             35.887 METERS 09121     |
 CS1770| CS2927 HANDLEY DISTRICT 2 WATER TANK       APPROX. 9.0 KM 1350107.4 |
 CS1770| CS2999 FORT WORTH TARRANT CO CTHSE TR      APPROX. 5.3 KM 2173216.7 |
 CS1770| CS3005 N FORT WORTH MUNICIPAL TANK         APPROX. 5.7 KM 2635333.3 |
 CS1770| CS1765 201                                                2705414.1 |
 CS1770|---------------------------------------------------------------------|
 CS1770
 CS1770                          SUPERSEDED SURVEY CONTROL
 CS1770
 CS1770  NAD 83(1993)-  32 47 42.06144(N)    097 17 56.45447(W) AD(       ) 2
 CS1770  NAD 83(1986)-  32 47 42.06132(N)    097 17 56.45411(W) AD(       ) 2
 CS1770  NAD 27      -  32 47 41.59600(N)    097 17 55.39800(W) AD(       ) 2
 CS1770  NGVD 29 (??/??/92)  183.424  (m)          601.78   (f) ADJ UNCH    1 2
 CS1770
 CS1770.Superseded values are not recommended for survey control.
 CS1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1770.See file dsdata.txt to determine how the superseded data were derived.
 CS1770
 CS1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5927529844(NAD 83)
 CS1770_MARKER: DB = BENCH MARK DISK
 CS1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1770_STAMPING: 200
 CS1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1770+STABILITY: SURFACE MOTION
 CS1770
 CS1770  HISTORY     - Date     Condition        Report By
 CS1770  HISTORY     - 1935     MONUMENTED       TXGS
 CS1770  HISTORY     - 1944     GOOD             TX2450
 CS1770  HISTORY     - 1946     GOOD             NGS
 CS1770  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1770  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1770
 CS1770                          STATION DESCRIPTION
 CS1770
 CS1770'DESCRIBED BY TEXAS GEODETIC SURVEY 1935 (CAS)
 CS1770'STATION IS AT THE NE EDGE OF THE CITY OF FORT WORTH, ABOUT
 CS1770'3.2 MILES NE OF THE COURTHOUSE.  IT IS ON THE S SIDE OF THE
 CS1770'RIGHT-OF-WAY OF 28TH STREET, AT THE NW CORNER OF AN ORCHARD,
 CS1770'3 FEET N OF THE NW FENCE CORNER ABOUT 150 FEET W OF HOUSE,
 CS1770'35 FEET S OF THE CENTER LINE OF 28TH STREET, ABOUT 1 MILE
 CS1770'E OF RAILROAD CROSSING.  MARK IS FLUSH WITH THE GROUND.
 CS1770'
 CS1770'SURFACE, AND AZIMUTH MARKS ARE STATE SURVEY BENCH MARKS SET
 CS1770'IN CONCRETE.
 CS1770'
 CS1770'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 CS1770'SET IN CONCRETE.
 CS1770'
 CS1770'REFERENCE MARK NO. 1 IS E OF THE STATION, AT NE CORNER OF
 CS1770'ORCHARD, 6 INCHES N OF FENCE LINE, 49 FEET S OF THE CENTER LINE
 CS1770'OF 28TH STREET, ABOUT 50 FEET NW OF HOUSE.  MARK PROJECTS 2
 CS1770'INCHES.
 CS1770'
 CS1770'REFERENCE MARK NO. 2 IS N OF THE STATION, 45 FEET N OF THE
 CS1770'CENTER LINE OF 28TH STREET, 6 INCHES S OF FENCE LINE.  MARK
 CS1770'PROJECTS 4 INCHES.
 CS1770'
 CS1770'AZIMUTH MARK (STATE SURVEY STATION NO. 201) IS W OF THE STATION,
 CS1770'AT THE SW CORNER OF YARD ABOUT HOME M.J. CONNELLY, 20 FEET
 CS1770'N OF THE CENTER LINE OF 28TH STREET, 13 FEET E OF THE CENTER
 CS1770'LINE OF DRIVEWAY, 0.3 MILE W OF RAILWAY CROSSING.  MARK PROJECTS
 CS1770'2 INCHES.
 CS1770'
 CS1770'TO REACH FROM THE COURTHOUSE IN FORT WORTH, GO NE ON BELKNAP STREET
 CS1770'(U.S. HIGHWAY 377), 4.5 MILES TO 28TH STREET.  THENCE W ON
 CS1770'28TH STREET 1.3 MILES TO THE STATION.
 CS1770'
 CS1770'ALL LIGHTS COME INTO VIEW AT 77 FEET.
 CS1770'
 CS1770'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 CS1770
 CS1770                          STATION RECOVERY (1944)
 CS1770
 CS1770'RECOVERY NOTE BY CITY OF FORT WORTH TEXAS 1944 (WOJ)
 CS1770'LETTER OF W.O. JONES, DIRECTOR OF PUBLIC WORKS, FT. WORTH,
 CS1770'TEXAS DATED NOVEMBER 10, 1944--
 CS1770'
 CS1770'STATION AND REFERENCE MARK 1 AND 2, AND AZIMUTH MARK (NO. 201) WERE
 CS1770'IN GOOD CONDITION.  AN OVERPASS HAS BEEN CONSTRUCTED ON NE 28TH
 CS1770'STREET (STATE HIGHWY 183) OVER THE T. AND P. RY.  AT THE NW CORNER
 CS1770'OF MT. OLIVET CEMETERY, WHICH MAY PREVENT A DIRECT SIGHT FROM THE
 CS1770'STATION TO THE AZIMUTH MARK, AS THE OVERPASS IS BETWEEN THEM.
 CS1770'ALSO, THERE IS A POSSIBILITY THAT THE HIGHWAY BY THE STATION
 CS1770'WILL BE WIDENED BY THE TEXAS HIGHWAY DEPARTMENT, IN WHICH CASE
 CS1770'THE STATION AND BOTH REFERENCE MARKS MIGHT BE DISTURBED.  IT
 CS1770'SEEMS THAT AN ADDITIONAL STATION SHOULD BE SET FROM MARK 200
 CS1770'PRIOR TO SUCH WIDENING.  THE STATION IS ABOUT 0.6 MILE E OF
 CS1770'SYLVANIA AVENUE.
 CS1770
 CS1770                          STATION RECOVERY (1946)
 CS1770
 CS1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS1770'IN FORT WORTH.
 CS1770'ABOUT 4.5 MILES NORTHEAST OF THE COUNTY COURTHOUSE AT FORT WORTH,
 CS1770'ABOUT 0.25 MILE EAST OF THE INTERSECTION OF RIVERSIDE DRIVEN AND
 CS1770'NORTHEAST 28TH STREET, 36 FEET SOUTH OF THE CENTER LINE OF STATE
 CS1770'HIGHWAY 183, 4 FEET NORTH OF THE PROPERTY LINE BETWEEN THE W. BRACKEN
 CS1770'AND N.A. FRETWELL PROPERTIES.  A BRONZE DISK SET IN THE TOP OF A
 CS1770'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1770
 CS1770                          STATION RECOVERY (1984)
 CS1770
 CS1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1770'MARK NOT FOUND.
 CS1770
 CS1770                          STATION RECOVERY (1995)
 CS1770
 CS1770'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0444 ***********************************************************************
 AV0444  DESIGNATION -  200 USE
 AV0444  PID         -  AV0444
 AV0444  STATE/COUNTY-  TX/JEFFERSON
 AV0444  USGS QUAD   -  SABINE PASS (1993)
 AV0444
 AV0444                         *CURRENT SURVEY CONTROL
 AV0444  ___________________________________________________________________
 AV0444* NAD 83(1986)-  29 44 15.     (N)    093 53 11.     (W)     SCALED    
 AV0444* NAVD 88     -         1.02   (+/-2cm)       3.3    (feet)  VERTCON   
 AV0444  ___________________________________________________________________
 AV0444  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AV0444
 AV0444  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0444
 AV0444.The horizontal coordinates were scaled from a topographic map and have
 AV0444.an estimated accuracy of +/- 6 seconds.
 AV0444
 AV0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0444.The vertical order pertains to the NGVD 29 superseded value.
 AV0444
 AV0444.The geoid height was determined by GEOID03.
 AV0444
 AV0444;                    North         East    Units  Estimated Accuracy
 AV0444;SPC TXSC     - 4,221,850.    1,094,470.      MT  (+/- 180 meters Scaled)
 AV0444
 AV0444                          SUPERSEDED SURVEY CONTROL
 AV0444
 AV0444  NGVD 29 (??/??/??)    1.012  (m)            3.32   (f) ADJUSTED    1 2
 AV0444
 AV0444.Superseded values are not recommended for survey control.
 AV0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0444.See file dsdata.txt to determine how the superseded data were derived.
 AV0444
 AV0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN142900(NAD 83)
 AV0444_MARKER: P = PIPE CAP
 AV0444_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AV0444_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AV0444_STAMPING: 200 + 33
 AV0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0444
 AV0444  HISTORY     - Date     Condition        Report By
 AV0444  HISTORY     - UNK      MONUMENTED       DOD
 AV0444  HISTORY     - 1958     GOOD             CGS
 AV0444  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0444  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0444  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0444  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AV0444
 AV0444                          STATION DESCRIPTION
 AV0444
 AV0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0444'0.9 MI NE FROM SABINE PASS.
 AV0444'ABOUT 0.55 MILE NORTHEAST ALONG AN OILED ROAD FROM THE DICK DOWLING
 AV0444'MONUMENT AT SABINE PASS, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG AN
 AV0444'OILED ROAD, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 258 FEET
 AV0444'NORTHWEST OF THE WEST CORNER OF A STEEL CATTLE GUARD, 1 FOOT NORTHEAST
 AV0444'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF
 AV0444'A 3-INCH IRON PIPE WHICH IS SET IN CONCRETE PROJECTING 8 INCHES.
 AV0444
 AV0444                          STATION RECOVERY (1987)
 AV0444
 AV0444'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0444'MARK NOT FOUND.
 AV0444
 AV0444                          STATION RECOVERY (1989)
 AV0444
 AV0444'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0444'MARK NOT FOUND.
 AV0444
 AV0444                          STATION RECOVERY (1989)
 AV0444
 AV0444'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0444'MARK NOT FOUND.
 AV0444
 AV0444                          STATION RECOVERY (1990)
 AV0444
 AV0444'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0604 ***********************************************************************
 AW0604  DESIGNATION -  20+00
 AW0604  PID         -  AW0604
 AW0604  STATE/COUNTY-  TX/GALVESTON
 AW0604  USGS QUAD   -  GALVESTON (1994)
 AW0604
 AW0604                         *CURRENT SURVEY CONTROL
 AW0604  ___________________________________________________________________
 AW0604* NAD 83(1986)-  29 15 48.     (N)    094 49 54.     (W)     SCALED    
 AW0604* NAVD 88     -         4.407  (meters)      14.46   (feet)  ADJUSTED  
 AW0604  ___________________________________________________________________
 AW0604  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0604  DYNAMIC HT  -           4.401 (meters)      14.44  (feet)  COMP
 AW0604  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 AW0604
 AW0604  VERT ORDER  -  FIRST     CLASS I
 AW0604
 AW0604.The horizontal coordinates were scaled from a topographic map and have
 AW0604.an estimated accuracy of +/- 6 seconds.
 AW0604
 AW0604.The orthometric height was determined by differential leveling
 AW0604.and adjusted by the National Geodetic Survey in June 1991..
 AW0604
 AW0604.The geoid height was determined by GEOID03.
 AW0604
 AW0604.The dynamic height is computed by dividing the NAVD 88
 AW0604.geopotential number by the normal gravity value computed on the
 AW0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0604.degrees latitude (g = 980.6199 gals.).
 AW0604
 AW0604.The modeled gravity was interpolated from observed gravity values.
 AW0604
 AW0604;                    North         East    Units  Estimated Accuracy
 AW0604;SPC TXSC     - 4,165,700.    1,004,980.      MT  (+/- 180 meters Scaled)
 AW0604
 AW0604                          SUPERSEDED SURVEY CONTROL
 AW0604
 AW0604  NGVD 29 (12/23/87)    4.404  (m)           14.45   (f) ADJUSTED    1 1
 AW0604
 AW0604.Superseded values are not recommended for survey control.
 AW0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0604.See file dsdata.txt to determine how the superseded data were derived.
 AW0604
 AW0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN220385(NAD 83)
 AW0604_MARKER: DD = SURVEY DISK
 AW0604_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0604_SP_SET: SEAWALL
 AW0604_STAMPING: 20+00
 AW0604_MARK LOGO: USE   
 AW0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0604+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0604
 AW0604  HISTORY     - Date     Condition        Report By
 AW0604  HISTORY     - UNK      MONUMENTED       USE
 AW0604  HISTORY     - 1973     GOOD             NGS
 AW0604  HISTORY     - 1978     GOOD             NGS
 AW0604  HISTORY     - 1987     GOOD             USPSQD
 AW0604  HISTORY     - 1987     GOOD             NGS
 AW0604  HISTORY     - 1988     GOOD             USPSQD
 AW0604  HISTORY     - 1988     GOOD             USPSQD
 AW0604  HISTORY     - 1988     GOOD             USPSQD
 AW0604  HISTORY     - 1988     GOOD             USPSQD
 AW0604  HISTORY     - 1988     GOOD             USPSQD
 AW0604  HISTORY     - 1989     GOOD             USPSQD
 AW0604  HISTORY     - 1989     GOOD             USPSQD
 AW0604  HISTORY     - 1989     GOOD             USPSQD
 AW0604  HISTORY     - 1989     GOOD             USPSQD
 AW0604  HISTORY     - 1989     GOOD             USPSQD
 AW0604  HISTORY     - 1989     GOOD             USPSQD
 AW0604  HISTORY     - 1989     GOOD             USPSQD
 AW0604  HISTORY     - 1989     GOOD             USPSQD
 AW0604  HISTORY     - 1989     GOOD             USPSQD
 AW0604  HISTORY     - 20020719 GOOD             USPSQD
 AW0604  HISTORY     - 20031206 GOOD             USPSQD
 AW0604  HISTORY     - 20041208 GOOD             USPSQD
 AW0604  HISTORY     - 20051209 GOOD             USPSQD
 AW0604
 AW0604                          STATION DESCRIPTION
 AW0604
 AW0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0604'IN GALVESTON.
 AW0604'AT GALVESTON, ABOUT 0.4 MILE SOUTHWEST ALONG SEAWALL BOULEVARD FROM
 AW0604'THE JUNCTION OF 61ST STREET, 52 FEET SOUTHEAST OF THE CENTER LINE OF
 AW0604'THE BOULEVARD, 83 YARDS NORTHEAST OF THE CENTER OF A CONCRETE STAIRWAY
 AW0604'LEADING DOWN TO THE BEACH, IN THE CENTER OF THE TOP OF THE SEAWALL,
 AW0604'AND ABOUT LEVEL WITH THE BOULEVARD.
 AW0604
 AW0604                          STATION RECOVERY (1978)
 AW0604
 AW0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1987)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1987)
 AW0604
 AW0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0604'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.6 KM (3.5 MI)
 AW0604'SOUTHWEST ALONG SEAWALL BOULEVARD FROM MOODY CENTER IN GALVESTON.
 AW0604
 AW0604                          STATION RECOVERY (1988)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1988)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1988)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1988)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1988)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1989)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1989)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1989)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1989)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1989)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1989)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1989)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1989)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (1989)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (2002)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (2003)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (2004)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0604'RECOVERED IN GOOD CONDITION.
 AW0604
 AW0604                          STATION RECOVERY (2005)
 AW0604
 AW0604'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0604'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1690 ***********************************************************************
 CS1690  DESIGNATION -  2005
 CS1690  PID         -  CS1690
 CS1690  STATE/COUNTY-  TX/TARRANT
 CS1690  USGS QUAD   -  FORT WORTH (1981)
 CS1690
 CS1690                         *CURRENT SURVEY CONTROL
 CS1690  ___________________________________________________________________
 CS1690* NAD 83(1986)-  32 42 21.     (N)    097 20 27.     (W)     SCALED    
 CS1690* NAVD 88     -       215.572  (meters)     707.26   (feet)  ADJUSTED  
 CS1690  ___________________________________________________________________
 CS1690  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS1690  DYNAMIC HT  -         215.318 (meters)     706.42  (feet)  COMP
 CS1690  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 CS1690
 CS1690  VERT ORDER  -  FIRST     CLASS II
 CS1690
 CS1690.The horizontal coordinates were scaled from a topographic map and have
 CS1690.an estimated accuracy of +/- 6 seconds.
 CS1690
 CS1690.The orthometric height was determined by differential leveling
 CS1690.and adjusted by the National Geodetic Survey in June 1991..
 CS1690
 CS1690.The geoid height was determined by GEOID03.
 CS1690
 CS1690.The dynamic height is computed by dividing the NAVD 88
 CS1690.geopotential number by the normal gravity value computed on the
 CS1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1690.degrees latitude (g = 980.6199 gals.).
 CS1690
 CS1690.The modeled gravity was interpolated from observed gravity values.
 CS1690
 CS1690;                    North         East    Units  Estimated Accuracy
 CS1690;SPC TXNC     - 2,115,830.      708,670.      MT  (+/- 180 meters Scaled)
 CS1690
 CS1690                          SUPERSEDED SURVEY CONTROL
 CS1690
 CS1690  NGVD 29 (??/??/92)  215.574  (m)          707.26   (f) ADJ UNCH    1 2
 CS1690
 CS1690.Superseded values are not recommended for survey control.
 CS1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1690.See file dsdata.txt to determine how the superseded data were derived.
 CS1690
 CS1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB555198(NAD 83)
 CS1690_MARKER: DB = BENCH MARK DISK
 CS1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1690_STAMPING: 2005 707.262
 CS1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1690+STABILITY: SURFACE MOTION
 CS1690
 CS1690  HISTORY     - Date     Condition        Report By
 CS1690  HISTORY     - UNK      MONUMENTED       TXGS
 CS1690  HISTORY     - 1962     GOOD             NGS
 CS1690  HISTORY     - 1966     GOOD             USPSQD
 CS1690  HISTORY     - 1966     GOOD             NGS
 CS1690  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1690  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1690
 CS1690                          STATION DESCRIPTION
 CS1690
 CS1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1690'IN FORT WORTH.
 CS1690'ABOUT 3.8 MILES SOUTH OF COUNTY COURT HOUSE IN FORT WORTH, ALONG BERRY
 CS1690'STREET, 0.2 MILE WEST OF THE G.C. AND S.F.R.R. AND THE BERRY STREET
 CS1690'UNDERPASS, 1 FOOT NORTH OF THE NORTH CURB OF BERRY STREET AND 6 FEET
 CS1690'WEST OF THE WEST CURB OF THE ALLEY LEADING NORTH FROM BERRY STREET,
 CS1690'BETWEEN WILLING STREET AND SIXTH AVENUE.  A STANDARD T.G.S. DISK
 CS1690'STAMPED 2005 707.262 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CS1690'THIS MARK IS ABOUT 1/2 BLOCK WEST OF X 932 WHICH IS ON THE SOUTH SIDE
 CS1690'OF BERRY STREET AND IN THE WEST END OF THE UNDERPASS.
 CS1690
 CS1690                          STATION RECOVERY (1966)
 CS1690
 CS1690'RECOVERY NOTE BY US POWER SQUADRON 1966 (LTS)
 CS1690'RECOVERED IN GOOD CONDITION.
 CS1690
 CS1690                          STATION RECOVERY (1966)
 CS1690
 CS1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1690'RECOVERED IN GOOD CONDITION.
 CS1690
 CS1690                          STATION RECOVERY (1989)
 CS1690
 CS1690'RECOVERY NOTE BY US POWER SQUADRON 1989 (GMF)
 CS1690'MARK NOT FOUND.
 CS1690
 CS1690                          STATION RECOVERY (2001)
 CS1690
 CS1690'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1562 ***********************************************************************
 CS1562  DESIGNATION -  2008
 CS1562  PID         -  CS1562
 CS1562  STATE/COUNTY-  TX/TARRANT
 CS1562  USGS QUAD   -  FORT WORTH (1981)
 CS1562
 CS1562                         *CURRENT SURVEY CONTROL
 CS1562  ___________________________________________________________________
 CS1562* NAD 83(1986)-  32 42 41.     (N)    097 21 25.     (W)     SCALED    
 CS1562* NAVD 88     -       202.381  (meters)     663.98   (feet)  POSTED    
 CS1562  ___________________________________________________________________
 CS1562  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS1562  DYNAMIC HT  -         202.140 (meters)     663.19  (feet)  COMP
 CS1562  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 CS1562
 CS1562  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CS1562
 CS1562.The horizontal coordinates were scaled from a topographic map and have
 CS1562.an estimated accuracy of +/- 6 seconds.
 CS1562
 CS1562.The orthometric height was determined by differential leveling
 CS1562.and adjusted by the National Geodetic Survey in 1992..
 CS1562.No vertical observational check was made to the station.
 CS1562.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CS1562.was located on a no-check spur therefore a value was not computed.
 CS1562
 CS1562.The geoid height was determined by GEOID03.
 CS1562
 CS1562.The dynamic height is computed by dividing the NAVD 88
 CS1562.geopotential number by the normal gravity value computed on the
 CS1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1562.degrees latitude (g = 980.6199 gals.).
 CS1562
 CS1562.The modeled gravity was interpolated from observed gravity values.
 CS1562
 CS1562;                    North         East    Units  Estimated Accuracy
 CS1562;SPC TXNC     - 2,116,430.      707,160.      MT  (+/- 180 meters Scaled)
 CS1562
 CS1562                          SUPERSEDED SURVEY CONTROL
 CS1562
 CS1562  NGVD 29 (??/??/92)  202.382  (m)          663.98   (f) ADJ UNCH    1 2
 CS1562
 CS1562.Superseded values are not recommended for survey control.
 CS1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1562.See file dsdata.txt to determine how the superseded data were derived.
 CS1562
 CS1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB539204(NAD 83)
 CS1562_MARKER: DB = BENCH MARK DISK
 CS1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1562_STAMPING: 2008 663.982
 CS1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1562+STABILITY: SURFACE MOTION
 CS1562
 CS1562  HISTORY     - Date     Condition        Report By
 CS1562  HISTORY     - UNK      MONUMENTED       TXGS
 CS1562  HISTORY     - 1956     GOOD             NGS
 CS1562  HISTORY     - 19960921 GOOD             USPSQD
 CS1562  HISTORY     - 20010201 GOOD             USPSQD
 CS1562  HISTORY     - 20051119 GOOD             USPSQD
 CS1562
 CS1562                          STATION DESCRIPTION
 CS1562
 CS1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1562'IN FORT WORTH.
 CS1562'3.7 MILES SOUTHWEST OF THE COUNTY COURT HOUSE AT FORT WORTH, AT THE
 CS1562'INTERSECTION OF CANTY STREET AND WAITS STREET, SOUTH OF THE CENTERLINE
 CS1562'OF WAITS AND 2 FEET SOUTH OF THE SOUTH CURB OF CANTY STREET. IT IS IN
 CS1562'THE FRONT LAWN AT 2809 CANTY STREET, A DISK STAMPED 2008 663.982 IN A
 CS1562'CONCRETE POST WHICH IS ABOUT 3 INCHES BELOW THE LEVEL OF THE LAWN. IT
 CS1562'IS 24 FEET EAST OF A WATER METER COVER.
 CS1562
 CS1562                          STATION RECOVERY (1996)
 CS1562
 CS1562'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1562'RECOVERED IN GOOD CONDITION.
 CS1562
 CS1562                          STATION RECOVERY (2001)
 CS1562
 CS1562'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1562'RECOVERED IN GOOD CONDITION.
 CS1562
 CS1562                          STATION RECOVERY (2005)
 CS1562
 CS1562'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHB)
 CS1562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1565 ***********************************************************************
 CS1565  DESIGNATION -  2009
 CS1565  PID         -  CS1565
 CS1565  STATE/COUNTY-  TX/TARRANT
 CS1565  USGS QUAD   -  FORT WORTH (1981)
 CS1565
 CS1565                         *CURRENT SURVEY CONTROL
 CS1565  ___________________________________________________________________
 CS1565* NAD 83(1986)-  32 42 57.     (N)    097 21 25.     (W)     SCALED    
 CS1565* NAVD 88     -       200.521  (meters)     657.88   (feet)  POSTED    
 CS1565  ___________________________________________________________________
 CS1565  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS1565  DYNAMIC HT  -         200.290 (meters)     657.12  (feet)  COMP
 CS1565  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 CS1565
 CS1565  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CS1565
 CS1565.The horizontal coordinates were scaled from a topographic map and have
 CS1565.an estimated accuracy of +/- 6 seconds.
 CS1565
 CS1565.The orthometric height was determined by differential leveling
 CS1565.and adjusted by the National Geodetic Survey in 1992..
 CS1565.No vertical observational check was made to the station.
 CS1565.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CS1565.was located on a no-check spur therefore a value was not computed.
 CS1565
 CS1565.The geoid height was determined by GEOID03.
 CS1565
 CS1565.The dynamic height is computed by dividing the NAVD 88
 CS1565.geopotential number by the normal gravity value computed on the
 CS1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1565.degrees latitude (g = 980.6199 gals.).
 CS1565
 CS1565.The modeled gravity was interpolated from observed gravity values.
 CS1565
 CS1565;                    North         East    Units  Estimated Accuracy
 CS1565;SPC TXNC     - 2,116,930.      707,150.      MT  (+/- 180 meters Scaled)
 CS1565
 CS1565                          SUPERSEDED SURVEY CONTROL
 CS1565
 CS1565  NGVD 29 (??/??/92)  200.521  (m)          657.88   (f) ADJ UNCH    1 2
 CS1565
 CS1565.Superseded values are not recommended for survey control.
 CS1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1565.See file dsdata.txt to determine how the superseded data were derived.
 CS1565
 CS1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB539209(NAD 83)
 CS1565_MARKER: DB = BENCH MARK DISK
 CS1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1565_STAMPING: 2009 657.876
 CS1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1565+STABILITY: SURFACE MOTION
 CS1565
 CS1565  HISTORY     - Date     Condition        Report By
 CS1565  HISTORY     - UNK      MONUMENTED       TXGS
 CS1565  HISTORY     - 1956     GOOD             NGS
 CS1565  HISTORY     - 1989     GOOD             USPSQD
 CS1565  HISTORY     - 1991     GOOD             USPSQD
 CS1565  HISTORY     - 20010201 GOOD             USPSQD
 CS1565  HISTORY     - 20051119 GOOD             USPSQD
 CS1565
 CS1565                          STATION DESCRIPTION
 CS1565
 CS1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1565'IN FORT WORTH.
 CS1565'3.5 MILES SOUTHWEST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT THE
 CS1565'INTERSECTION OF PARK HILL DRIVE AND WAITS STREET, AT THE NORTH END OF
 CS1565'WAITS STREET, 25 FEET NORTH OF THE CENTERLINE OF PARK HILL DRIVE, 16
 CS1565'FEET SOUTH OF A BRICK WALL, 4 FEET NORTH OF THE NORTH CURB LINE OF
 CS1565'PARK HILL DRIVE, ON THE EXTENDED CENTERLINE OF WAITS AND AT THE EAST
 CS1565'EDGE OF THE WALK LEADING NORTH FROM PARK HILL DRIVE.  A STANDARD DISK
 CS1565'STAMPED 2009 657.876 IN A CONCRETE POST PROJECTING ABOUT TWO INCHES.
 CS1565
 CS1565                          STATION RECOVERY (1989)
 CS1565
 CS1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1565'RECOVERED IN GOOD CONDITION.
 CS1565
 CS1565                          STATION RECOVERY (1991)
 CS1565
 CS1565'RECOVERY NOTE BY US POWER SQUADRON 1991 (RCS)
 CS1565'RECOVERED IN GOOD CONDITION.
 CS1565
 CS1565                          STATION RECOVERY (2001)
 CS1565
 CS1565'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1565'RECOVERED IN GOOD CONDITION.
 CS1565
 CS1565                          STATION RECOVERY (2005)
 CS1565
 CS1565'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHB)
 CS1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0204 ***********************************************************************
 CR0204  DESIGNATION -  201
 CR0204  PID         -  CR0204
 CR0204  STATE/COUNTY-  TX/HARRISON
 CR0204  USGS QUAD   -  LAKEPORT (1983)
 CR0204
 CR0204                         *CURRENT SURVEY CONTROL
 CR0204  ___________________________________________________________________
 CR0204* NAD 83(1986)-  32 25 57.     (N)    094 39 21.     (W)     SCALED    
 CR0204* NAVD 88     -        86.66   (+/-2cm)     284.3    (feet)  VERTCON   
 CR0204  ___________________________________________________________________
 CR0204  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR0204
 CR0204  VERT ORDER  -  ? (See Below)
 CR0204
 CR0204.The horizontal coordinates were scaled from a topographic map and have
 CR0204.an estimated accuracy of +/- 6 seconds.
 CR0204
 CR0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0204.The vertical order pertains to the NGVD 29 superseded value.
 CR0204
 CR0204.The geoid height was determined by GEOID03.
 CR0204
 CR0204;                    North         East    Units  Estimated Accuracy
 CR0204;SPC TXNC     - 2,091,540.      961,430.      MT  (+/- 180 meters Scaled)
 CR0204
 CR0204                          SUPERSEDED SURVEY CONTROL
 CR0204
 CR0204  NGVD 29 (??/??/92)   86.690  (m)          284.42   (f) ADJ UNCH    ?  
 CR0204
 CR0204.Superseded values are not recommended for survey control.
 CR0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0204.See file dsdata.txt to determine how the superseded data were derived.
 CR0204
 CR0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR443895(NAD 83)
 CR0204_MARKER: Z = SEE DESCRIPTION
 CR0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0204_SP_SET: RAIL
 CR0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0204
 CR0204  HISTORY     - Date     Condition        Report By
 CR0204  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0204  HISTORY     - 1934     GOOD             NGS
 CR0204  HISTORY     - 1943     GOOD             NGS
 CR0204
 CR0204                          STATION DESCRIPTION
 CR0204
 CR0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0204'6.6 MI SE FROM LONGVIEW.
 CR0204'IN HARRISON COUNTY, 6.6 MILES SOUTHEAST ALONG THE GULF, COLORADO AND
 CR0204'SANTA FE RAILWAY FROM LONGVIEW, GREGG COUNTY, 0.2 MILE SOUTHEAST OF
 CR0204'WOODALL, AND NEAR MILEPOST 201.  THE TOP OF A VERTICAL RAIL.  NOTE--
 CR0204'BM IS ALSO .2 MI SE OF WOODALL.
 CR0204
 CR0204                          STATION RECOVERY (1943)
 CR0204
 CR0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CR0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1635 ***********************************************************************
 CS1635  DESIGNATION -  2011 TXGS
 CS1635  PID         -  CS1635
 CS1635  STATE/COUNTY-  TX/TARRANT
 CS1635  USGS QUAD   -  FORT WORTH (1981)
 CS1635
 CS1635                         *CURRENT SURVEY CONTROL
 CS1635  ___________________________________________________________________
 CS1635* NAD 83(1986)-  32 43 46.     (N)    097 21 08.     (W)     SCALED    
 CS1635* NAVD 88     -       187.567  (meters)     615.38   (feet)  POSTED    
 CS1635  ___________________________________________________________________
 CS1635  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS1635  DYNAMIC HT  -         187.350 (meters)     614.66  (feet)  COMP
 CS1635  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 CS1635
 CS1635  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CS1635
 CS1635.The horizontal coordinates were scaled from a topographic map and have
 CS1635.an estimated accuracy of +/- 6 seconds.
 CS1635
 CS1635.The orthometric height was determined by differential leveling
 CS1635.and adjusted by the National Geodetic Survey in 1992..
 CS1635.No vertical observational check was made to the station.
 CS1635.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CS1635.was located on a no-check spur therefore a value was not computed.
 CS1635
 CS1635.The geoid height was determined by GEOID03.
 CS1635
 CS1635.The dynamic height is computed by dividing the NAVD 88
 CS1635.geopotential number by the normal gravity value computed on the
 CS1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1635.degrees latitude (g = 980.6199 gals.).
 CS1635
 CS1635.The modeled gravity was interpolated from observed gravity values.
 CS1635
 CS1635;                    North         East    Units  Estimated Accuracy
 CS1635;SPC TXNC     - 2,118,440.      707,580.      MT  (+/- 180 meters Scaled)
 CS1635
 CS1635                          SUPERSEDED SURVEY CONTROL
 CS1635
 CS1635  NGVD 29 (??/??/92)  187.558  (m)          615.35   (f) ADJ UNCH    1 2
 CS1635
 CS1635.Superseded values are not recommended for survey control.
 CS1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1635.See file dsdata.txt to determine how the superseded data were derived.
 CS1635
 CS1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB544224(NAD 83)
 CS1635_MARKER: DB = BENCH MARK DISK
 CS1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1635_STAMPING: 2011
 CS1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1635+STABILITY: SURFACE MOTION
 CS1635
 CS1635  HISTORY     - Date     Condition        Report By
 CS1635  HISTORY     - UNK      MONUMENTED       TXGS
 CS1635  HISTORY     - 1957     GOOD             NGS
 CS1635  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1635  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1635  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1635
 CS1635                          STATION DESCRIPTION
 CS1635
 CS1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1635'2.3 MI SW FROM FORT WORTH.
 CS1635'2.3 MILES SOUTHWEST OF THE TARRANT COUNTY COURT HOUSE IN FORT WORTH,
 CS1635'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF HARRISON STREET AND
 CS1635'FOREST PARK BLVD., 1 FOOT WEST OF THE WEST CURB OF FORESTPARK BLVD.
 CS1635'AND 19.3 FEET SOUTH OF THE SOUTH EDGE OF THE WALK ALONG THE SOUTH SIDE
 CS1635'OF HARRISON.  IT IS 4.4 FEET EAST OF THE EAST EDGE OF THE WALK ALONG
 CS1635'THE WEST SIDE OF FOREST PARK.  A STANDARD TGS DISK STAMPED 2011 IN A
 CS1635'CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF THE LAWN.
 CS1635
 CS1635                          STATION RECOVERY (1983)
 CS1635
 CS1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1635'MARK NOT FOUND.
 CS1635
 CS1635                          STATION RECOVERY (1989)
 CS1635
 CS1635'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1635'MARK NOT FOUND.
 CS1635
 CS1635                          STATION RECOVERY (1991)
 CS1635
 CS1635'RECOVERY NOTE BY US POWER SQUADRON 1991 (LTS)
 CS1635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1610 ***********************************************************************
 CS1610  DESIGNATION -  2014
 CS1610  PID         -  CS1610
 CS1610  STATE/COUNTY-  TX/TARRANT
 CS1610  USGS QUAD   -  FORT WORTH (1981)
 CS1610
 CS1610                         *CURRENT SURVEY CONTROL
 CS1610  ___________________________________________________________________
 CS1610* NAD 83(1986)-  32 44 50.     (N)    097 22 13.     (W)     SCALED    
 CS1610* NAVD 88     -       194.494  (meters)     638.10   (feet)  POSTED    
 CS1610  ___________________________________________________________________
 CS1610  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS1610  DYNAMIC HT  -         194.270 (meters)     637.37  (feet)  COMP
 CS1610  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 CS1610
 CS1610  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CS1610
 CS1610.The horizontal coordinates were scaled from a topographic map and have
 CS1610.an estimated accuracy of +/- 6 seconds.
 CS1610
 CS1610.The orthometric height was determined by differential leveling
 CS1610.and adjusted by the National Geodetic Survey in 1992..
 CS1610.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CS1610.rate of 3.1 thru 4.0 mm/km.
 CS1610
 CS1610.The geoid height was determined by GEOID03.
 CS1610
 CS1610.The dynamic height is computed by dividing the NAVD 88
 CS1610.geopotential number by the normal gravity value computed on the
 CS1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1610.degrees latitude (g = 980.6199 gals.).
 CS1610
 CS1610.The modeled gravity was interpolated from observed gravity values.
 CS1610
 CS1610;                    North         East    Units  Estimated Accuracy
 CS1610;SPC TXNC     - 2,120,390.      705,860.      MT  (+/- 180 meters Scaled)
 CS1610
 CS1610                          SUPERSEDED SURVEY CONTROL
 CS1610
 CS1610  NGVD 29 (??/??/92)  194.500  (m)          638.12   (f) ADJ UNCH    1 2
 CS1610
 CS1610.Superseded values are not recommended for survey control.
 CS1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1610.See file dsdata.txt to determine how the superseded data were derived.
 CS1610
 CS1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB526244(NAD 83)
 CS1610_MARKER: DB = BENCH MARK DISK
 CS1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1610_STAMPING: 2014
 CS1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1610+STABILITY: SURFACE MOTION
 CS1610
 CS1610  HISTORY     - Date     Condition        Report By
 CS1610  HISTORY     - UNK      MONUMENTED       TXGS
 CS1610  HISTORY     - 1957     GOOD             NGS
 CS1610  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1610
 CS1610                          STATION DESCRIPTION
 CS1610
 CS1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1610'IN FORT WORTH.
 CS1610'ABOUT 2.4 MILES SOUTHWEST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT
 CS1610'THE SOUTHWEST CORNER OF THE INTERSECTION OF CAMP BOWIE BLVD. AND TULSA
 CS1610'WAY, 18 INCHES NORTHWEST OF THE NORTHWEST EDGE OF THE WALK ALONG THE
 CS1610'SOUTHEAST SIDE OF CAMP BOWIE, 6 INCHES SOUTHEAST OF THE SOUTHEAST CURB
 CS1610'OF CAMP BOWIE, 15 INCHES WEST OF THE WEST EDGE OF THE WALK ALONG THE
 CS1610'NORTHWEST SIDE OF TULSA WAY AND ABOUT 18 FEET NORTHWEST OF A FIRE
 CS1610'HYDRANT.  A STANDARD DISK STAMPED 2014 IN A CONCRETE POST WHICH IS
 CS1610'ABOUT 1 INCH BELOW THE SURFACE OF A SMALL STRIP LAWN.
 CS1610
 CS1610                          STATION RECOVERY (1989)
 CS1610
 CS1610'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1611 ***********************************************************************
 CS1611  DESIGNATION -  2015
 CS1611  PID         -  CS1611
 CS1611  STATE/COUNTY-  TX/TARRANT
 CS1611  USGS QUAD   -  BENBROOK (1981)
 CS1611
 CS1611                         *CURRENT SURVEY CONTROL
 CS1611  ___________________________________________________________________
 CS1611* NAD 83(1986)-  32 44 38.     (N)    097 22 44.     (W)     SCALED    
 CS1611* NAVD 88     -       205.114  (meters)     672.94   (feet)  POSTED    
 CS1611  ___________________________________________________________________
 CS1611  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CS1611  DYNAMIC HT  -         204.870 (meters)     672.14  (feet)  COMP
 CS1611  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 CS1611
 CS1611  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CS1611
 CS1611.The horizontal coordinates were scaled from a topographic map and have
 CS1611.an estimated accuracy of +/- 6 seconds.
 CS1611
 CS1611.The orthometric height was determined by differential leveling
 CS1611.and adjusted by the National Geodetic Survey in 1992..
 CS1611.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CS1611.rate of 4.1 thru 8.0 mm/km.
 CS1611
 CS1611.The geoid height was determined by GEOID03.
 CS1611
 CS1611.The dynamic height is computed by dividing the NAVD 88
 CS1611.geopotential number by the normal gravity value computed on the
 CS1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1611.degrees latitude (g = 980.6199 gals.).
 CS1611
 CS1611.The modeled gravity was interpolated from observed gravity values.
 CS1611
 CS1611;                    North         East    Units  Estimated Accuracy
 CS1611;SPC TXNC     - 2,120,010.      705,060.      MT  (+/- 180 meters Scaled)
 CS1611
 CS1611                          SUPERSEDED SURVEY CONTROL
 CS1611
 CS1611  NGVD 29 (??/??/92)  205.123  (m)          672.97   (f) ADJ UNCH    1 2
 CS1611
 CS1611.Superseded values are not recommended for survey control.
 CS1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1611.See file dsdata.txt to determine how the superseded data were derived.
 CS1611
 CS1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB518240(NAD 83)
 CS1611_MARKER: DB = BENCH MARK DISK
 CS1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1611_STAMPING: 2015
 CS1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1611+STABILITY: SURFACE MOTION
 CS1611
 CS1611  HISTORY     - Date     Condition        Report By
 CS1611  HISTORY     - UNK      MONUMENTED       TXGS
 CS1611  HISTORY     - 1957     GOOD             NGS
 CS1611  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1611  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS1611  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1611
 CS1611                          STATION DESCRIPTION
 CS1611
 CS1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1611'IN FORT WORTH.
 CS1611'ABOUT 3 MILES SOUTHWEST OF THE COUNTY COURT HOUSE AT FORT WORTH, NEAR
 CS1611'THE SOUTH CENTER OF A SMALL TRIANGLE PARK AT THE INTERSECTION OF CAMP
 CS1611'BOWIE, CRESTLINE AND WASHINGTON TERRACE.  IT IS ABOUT 8 INCHES
 CS1611'NORTHWEST OF THE NORTHWEST CURB OF CAMP BOWIE BLVD. AND 5 FEET SOUTH
 CS1611'OF A SOUTH WESTERN BELL TEL. CO. MANHOLE COVER.  A STANDARD DISK
 CS1611'STAMPED 2015 IN A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 CS1611
 CS1611                          STATION RECOVERY (1989)
 CS1611
 CS1611'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1611'MARK NOT FOUND.
 CS1611
 CS1611                          STATION RECOVERY (2001)
 CS1611
 CS1611'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS1611'MARK NOT FOUND.
 CS1611
 CS1611                          STATION RECOVERY (2004)
 CS1611
 CS1611'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS1611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1612 ***********************************************************************
 CS1612  DESIGNATION -  2016
 CS1612  PID         -  CS1612
 CS1612  STATE/COUNTY-  TX/TARRANT
 CS1612  USGS QUAD   -  BENBROOK (1981)
 CS1612
 CS1612                         *CURRENT SURVEY CONTROL
 CS1612  ___________________________________________________________________
 CS1612* NAD 83(1986)-  32 44 27.     (N)    097 23 05.     (W)     SCALED    
 CS1612* NAVD 88     -       210.867  (meters)     691.82   (feet)  POSTED    
 CS1612  ___________________________________________________________________
 CS1612  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CS1612  DYNAMIC HT  -         210.620 (meters)     691.01  (feet)  COMP
 CS1612  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 CS1612
 CS1612  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CS1612
 CS1612.The horizontal coordinates were scaled from a topographic map and have
 CS1612.an estimated accuracy of +/- 6 seconds.
 CS1612
 CS1612.The orthometric height was determined by differential leveling
 CS1612.and adjusted by the National Geodetic Survey in 1992..
 CS1612.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CS1612.rate of 3.1 thru 4.0 mm/km.
 CS1612
 CS1612.The geoid height was determined by GEOID03.
 CS1612
 CS1612.The dynamic height is computed by dividing the NAVD 88
 CS1612.geopotential number by the normal gravity value computed on the
 CS1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1612.degrees latitude (g = 980.6199 gals.).
 CS1612
 CS1612.The modeled gravity was interpolated from observed gravity values.
 CS1612
 CS1612;                    North         East    Units  Estimated Accuracy
 CS1612;SPC TXNC     - 2,119,670.      704,520.      MT  (+/- 180 meters Scaled)
 CS1612
 CS1612                          SUPERSEDED SURVEY CONTROL
 CS1612
 CS1612  NGVD 29 (??/??/92)  210.878  (m)          691.86   (f) ADJ UNCH    1 2
 CS1612
 CS1612.Superseded values are not recommended for survey control.
 CS1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1612.See file dsdata.txt to determine how the superseded data were derived.
 CS1612
 CS1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB513237(NAD 83)
 CS1612_MARKER: DB = BENCH MARK DISK
 CS1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1612_STAMPING: 2016
 CS1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1612+STABILITY: SURFACE MOTION
 CS1612
 CS1612  HISTORY     - Date     Condition        Report By
 CS1612  HISTORY     - UNK      MONUMENTED       TXGS
 CS1612  HISTORY     - 1947     GOOD             NGS
 CS1612  HISTORY     - 1957     GOOD             NGS
 CS1612  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1612
 CS1612                          STATION DESCRIPTION
 CS1612
 CS1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1612'IN FORT WORTH.
 CS1612'ABOUT 3.5 MILES SOUTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH AT
 CS1612'THE SOUTHWEST CORNER OF THE INTERSECTION OF CAMP BOWIE BOULEVARD AND
 CS1612'CARLTON AVENUE.  57.0 FEET WEST OF THE FIRE HYDRANT AT THE SOUTHEAST
 CS1612'CORNER OF THE INTERSECTION, 43.0 FEET WEST OF THE CENTER LINE OF
 CS1612'CARLTON AVENUE, 2.5 FEET SOUTH OF THE SOUTH CURB LINE OF CAMP BOWIE
 CS1612'BOULEVARD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CS1612'THE GROUND.
 CS1612
 CS1612                          STATION RECOVERY (1957)
 CS1612
 CS1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1612'RECOVERED IN GOOD CONDITION.
 CS1612
 CS1612                          STATION RECOVERY (1989)
 CS1612
 CS1612'RECOVERY NOTE BY US POWER SQUADRON 1989 (SB)
 CS1612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1733 ***********************************************************************
 CS1733  DESIGNATION -  2017
 CS1733  PID         -  CS1733
 CS1733  STATE/COUNTY-  TX/TARRANT
 CS1733  USGS QUAD   -  HALTOM CITY (1981)
 CS1733
 CS1733                         *CURRENT SURVEY CONTROL
 CS1733  ___________________________________________________________________
 CS1733* NAD 83(1986)-  32 45 00.     (N)    097 19 57.     (W)     SCALED    
 CS1733* NAVD 88     -       188.522  (meters)     618.51   (feet)  ADJUSTED  
 CS1733  ___________________________________________________________________
 CS1733  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS1733  DYNAMIC HT  -         188.301 (meters)     617.78  (feet)  COMP
 CS1733  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 CS1733
 CS1733  VERT ORDER  -  FIRST     CLASS II
 CS1733
 CS1733.The horizontal coordinates were scaled from a topographic map and have
 CS1733.an estimated accuracy of +/- 6 seconds.
 CS1733
 CS1733.The orthometric height was determined by differential leveling
 CS1733.and adjusted by the National Geodetic Survey in June 1991..
 CS1733
 CS1733.The geoid height was determined by GEOID03.
 CS1733
 CS1733.The dynamic height is computed by dividing the NAVD 88
 CS1733.geopotential number by the normal gravity value computed on the
 CS1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1733.degrees latitude (g = 980.6199 gals.).
 CS1733
 CS1733.The modeled gravity was interpolated from observed gravity values.
 CS1733
 CS1733;                    North         East    Units  Estimated Accuracy
 CS1733;SPC TXNC     - 2,120,740.      709,400.      MT  (+/- 180 meters Scaled)
 CS1733
 CS1733                          SUPERSEDED SURVEY CONTROL
 CS1733
 CS1733  NGVD 29 (??/??/92)  188.508  (m)          618.46   (f) ADJ UNCH    1 2
 CS1733
 CS1733.Superseded values are not recommended for survey control.
 CS1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1733.See file dsdata.txt to determine how the superseded data were derived.
 CS1733
 CS1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB562248(NAD 83)
 CS1733_MARKER: DB = BENCH MARK DISK
 CS1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1733_STAMPING: 2017
 CS1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1733+STABILITY: SURFACE MOTION
 CS1733
 CS1733  HISTORY     - Date     Condition        Report By
 CS1733  HISTORY     - UNK      MONUMENTED       TXGS
 CS1733  HISTORY     - 1947     GOOD             NGS
 CS1733  HISTORY     - 1957     GOOD             NGS
 CS1733  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1733
 CS1733                          STATION DESCRIPTION
 CS1733
 CS1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1733'IN FORT WORTH.
 CS1733'ABOUT 0.6 MILE SOUTH OF THE COUNTY COURTHOUSE AT FORT WORTH, AT THE
 CS1733'NORTHWEST CORNER OF THE INTERSECTION OF LAMAR STREET AND WEST 10TH
 CS1733'STREET, 38 FEET NORTH OF THE CENTER LINE OF WEST 10TH STREET, 24 FEET
 CS1733'WEST OF THE CENTER LINE OF LAMAR STREET, AT THE SOUTHEAST CORNER OF
 CS1733'BURNETT PARK.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 CS1733
 CS1733                          STATION RECOVERY (1957)
 CS1733
 CS1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1733'RECOVERED IN GOOD CONDITION.
 CS1733
 CS1733                          STATION RECOVERY (1989)
 CS1733
 CS1733'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0206 ***********************************************************************
 CR0206  DESIGNATION -  202
 CR0206  PID         -  CR0206
 CR0206  STATE/COUNTY-  TX/HARRISON
 CR0206  USGS QUAD   -  LAKEPORT (1983)
 CR0206
 CR0206                         *CURRENT SURVEY CONTROL
 CR0206  ___________________________________________________________________
 CR0206* NAD 83(1986)-  32 26 22.     (N)    094 40 11.     (W)     SCALED    
 CR0206* NAVD 88     -        83.73   (+/-2cm)     274.7    (feet)  VERTCON   
 CR0206  ___________________________________________________________________
 CR0206  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR0206
 CR0206  VERT ORDER  -  ? (See Below)
 CR0206
 CR0206.The horizontal coordinates were scaled from a topographic map and have
 CR0206.an estimated accuracy of +/- 6 seconds.
 CR0206
 CR0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0206.The vertical order pertains to the NGVD 29 superseded value.
 CR0206
 CR0206.The geoid height was determined by GEOID03.
 CR0206
 CR0206;                    North         East    Units  Estimated Accuracy
 CR0206;SPC TXNC     - 2,092,260.      960,090.      MT  (+/- 180 meters Scaled)
 CR0206
 CR0206                          SUPERSEDED SURVEY CONTROL
 CR0206
 CR0206  NGVD 29 (??/??/92)   83.764  (m)          274.82   (f) ADJ UNCH    ?  
 CR0206
 CR0206.Superseded values are not recommended for survey control.
 CR0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0206.See file dsdata.txt to determine how the superseded data were derived.
 CR0206
 CR0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR430903(NAD 83)
 CR0206_MARKER: Z = SEE DESCRIPTION
 CR0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0206_SP_SET: RAIL
 CR0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0206
 CR0206  HISTORY     - Date     Condition        Report By
 CR0206  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0206  HISTORY     - 1934     GOOD             NGS
 CR0206
 CR0206                          STATION DESCRIPTION
 CR0206
 CR0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0206'5.6 MI SE FROM LONGVIEW.
 CR0206'IN HARRISON COUNTY, 5.6 MILES SOUTHEAST ALONG THE GULF, COLORADO AND
 CR0206'SANTA FE RAILWAY FROM LONGVIEW, GREGG COUNTY, AND NEAR MILEPOST 202.
 CR0206'THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0605 ***********************************************************************
 CA0605  DESIGNATION -  2020.7
 CA0605  PID         -  CA0605
 CA0605  STATE/COUNTY-  TX/MENARD
 CA0605  USGS QUAD   -  CALLAN (1970)
 CA0605
 CA0605                         *CURRENT SURVEY CONTROL
 CA0605  ___________________________________________________________________
 CA0605* NAD 83(1986)-  31 03 38.     (N)    099 41 30.     (W)     SCALED    
 CA0605* NAVD 88     -       616.766  (meters)    2023.51   (feet)  POSTED    
 CA0605  ___________________________________________________________________
 CA0605  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CA0605  DYNAMIC HT  -         615.910 (meters)    2020.70  (feet)  COMP
 CA0605  MODELED GRAV-     979,237.2   (mgal)                       NAVD 88
 CA0605
 CA0605  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0605
 CA0605.The horizontal coordinates were scaled from a topographic map and have
 CA0605.an estimated accuracy of +/- 6 seconds.
 CA0605
 CA0605.The orthometric height was determined by differential leveling
 CA0605.and adjusted by the National Geodetic Survey in 1992..
 CA0605.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0605.rate of 0.0 thru 1.0 mm/km.
 CA0605
 CA0605.The geoid height was determined by GEOID03.
 CA0605
 CA0605.The dynamic height is computed by dividing the NAVD 88
 CA0605.geopotential number by the normal gravity value computed on the
 CA0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0605.degrees latitude (g = 980.6199 gals.).
 CA0605
 CA0605.The modeled gravity was interpolated from observed gravity values.
 CA0605
 CA0605;                    North         East    Units  Estimated Accuracy
 CA0605;SPC TX C     - 3,154,700.      761,240.      MT  (+/- 180 meters Scaled)
 CA0605
 CA0605                          SUPERSEDED SURVEY CONTROL
 CA0605
 CA0605  NGVD 29 (??/??/92)  616.673  (m)         2023.20   (f) ADJ UNCH    1 2
 CA0605
 CA0605.Superseded values are not recommended for survey control.
 CA0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0605.See file dsdata.txt to determine how the superseded data were derived.
 CA0605
 CA0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV340365(NAD 83)
 CA0605_MARKER: N = NAIL
 CA0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0605_SP_SET: TREE ROOT
 CA0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0605
 CA0605  HISTORY     - Date     Condition        Report By
 CA0605  HISTORY     - UNK      MONUMENTED       USGS
 CA0605  HISTORY     - 1935     GOOD             NGS
 CA0605
 CA0605                          STATION DESCRIPTION
 CA0605
 CA0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0605'IN CALLAN.
 CA0605'AT CALLAN, MENARD COUNTY, 200 FEET SOUTHEAST OF THE OLD FORT WORTH AND
 CA0605'RIO GRANDE RAILWAY STATION, 50 FEET NORTH AND 100 FEET EAST OF A ROAD
 CA0605'CROSSING, AND IN THE ROOT OF A LEANING MESQUITE TREE.  A U. S.
 CA0605'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.  NOTE-- THIS TREE
 CA0605'APPEARS TO BE DEAD IN THE UPPER PART.  NEW SPROUTS HAVE SPRUNG FROM
 CA0605'THE ROOT NEAR THE BENCH MARK.  THE PAINT ON THIS TREE IS BARELY
 CA0605'VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0140 ***********************************************************************
 CB0140  DESIGNATION -  2022.3
 CB0140  PID         -  CB0140
 CB0140  STATE/COUNTY-  TX/TOM GREEN
 CB0140  USGS QUAD   -  PECAN STATION (1984)
 CB0140
 CB0140                         *CURRENT SURVEY CONTROL
 CB0140  ___________________________________________________________________
 CB0140* NAD 83(1986)-  31 16 06.     (N)    100 28 07.     (W)     SCALED    
 CB0140* NAVD 88     -       616.592  (meters)    2022.94   (feet)  ADJUSTED  
 CB0140  ___________________________________________________________________
 CB0140  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CB0140  DYNAMIC HT  -         615.733 (meters)    2020.12  (feet)  COMP
 CB0140  MODELED GRAV-     979,227.1   (mgal)                       NAVD 88
 CB0140
 CB0140  VERT ORDER  -  SECOND    CLASS 0
 CB0140
 CB0140.The horizontal coordinates were scaled from a topographic map and have
 CB0140.an estimated accuracy of +/- 6 seconds.
 CB0140
 CB0140.The orthometric height was determined by differential leveling
 CB0140.and adjusted by the National Geodetic Survey in June 1991..
 CB0140
 CB0140.The geoid height was determined by GEOID03.
 CB0140
 CB0140.The dynamic height is computed by dividing the NAVD 88
 CB0140.geopotential number by the normal gravity value computed on the
 CB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0140.degrees latitude (g = 980.6199 gals.).
 CB0140
 CB0140.The modeled gravity was interpolated from observed gravity values.
 CB0140
 CB0140;                    North         East    Units  Estimated Accuracy
 CB0140;SPC TX C     - 3,177,560.      687,120.      MT  (+/- 180 meters Scaled)
 CB0140
 CB0140                          SUPERSEDED SURVEY CONTROL
 CB0140
 CB0140  NGVD 29 (??/??/92)  616.391  (m)         2022.28   (f) ADJ UNCH    2 0
 CB0140
 CB0140.Superseded values are not recommended for survey control.
 CB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0140.See file dsdata.txt to determine how the superseded data were derived.
 CB0140
 CB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV601602(NAD 83)
 CB0140_MARKER: Q = CHISELED SQUARE
 CB0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0140_SP_SET: ABUTMENT
 CB0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0140
 CB0140  HISTORY     - Date     Condition        Report By
 CB0140  HISTORY     - UNK      MONUMENTED       TXHD
 CB0140  HISTORY     - 1934     GOOD             NGS
 CB0140
 CB0140                          STATION DESCRIPTION
 CB0140
 CB0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0140'5.9 MI N FROM CHRISTOVAL.
 CB0140'5.9 MILES NORTH ALONG U. S. HIGHWAY 277 FROM CHRISTOVAL, TOM GREEN
 CB0140'COUNTY, AT A CONCRETE BRIDGE, ON THE TOP OF THE NORTH END OF THE
 CB0140'CONCRETE ABUTMENT, AND 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 CB0140'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0257 ***********************************************************************
 EN0257  DESIGNATION -  2023+65
 EN0257  PID         -  EN0257
 EN0257  STATE/COUNTY-  TX/HALL
 EN0257  USGS QUAD   -  LAKE THEO (1967)
 EN0257
 EN0257                         *CURRENT SURVEY CONTROL
 EN0257  ___________________________________________________________________
 EN0257* NAD 83(1986)-  34 23 53.     (N)    101 00 45.     (W)     SCALED    
 EN0257* NAVD 88     -       769.528  (meters)    2524.69   (feet)  ADJUSTED  
 EN0257  ___________________________________________________________________
 EN0257  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EN0257  DYNAMIC HT  -         768.601 (meters)    2521.65  (feet)  COMP
 EN0257  MODELED GRAV-     979,405.6   (mgal)                       NAVD 88
 EN0257
 EN0257  VERT ORDER  -  FIRST     CLASS II
 EN0257
 EN0257.The horizontal coordinates were scaled from a topographic map and have
 EN0257.an estimated accuracy of +/- 6 seconds.
 EN0257
 EN0257.The orthometric height was determined by differential leveling
 EN0257.and adjusted by the National Geodetic Survey in June 1991..
 EN0257
 EN0257.The geoid height was determined by GEOID03.
 EN0257
 EN0257.The dynamic height is computed by dividing the NAVD 88
 EN0257.geopotential number by the normal gravity value computed on the
 EN0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0257.degrees latitude (g = 980.6199 gals.).
 EN0257
 EN0257.The modeled gravity was interpolated from observed gravity values.
 EN0257
 EN0257;                    North         East    Units  Estimated Accuracy
 EN0257;SPC TX N     - 1,044,270.      244,830.      MT  (+/- 180 meters Scaled)
 EN0257
 EN0257                          SUPERSEDED SURVEY CONTROL
 EN0257
 EN0257  NGVD 29 (??/??/92)  769.207  (m)         2523.64   (f) ADJ UNCH    1 2
 EN0257
 EN0257.Superseded values are not recommended for survey control.
 EN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0257.See file dsdata.txt to determine how the superseded data were derived.
 EN0257
 EN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD150081(NAD 83)
 EN0257_MARKER: Z = SEE DESCRIPTION
 EN0257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0257_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0257
 EN0257  HISTORY     - Date     Condition        Report By
 EN0257  HISTORY     - UNK      MONUMENTED       BNRR
 EN0257  HISTORY     - 1933     GOOD             NGS
 EN0257  HISTORY     - 1934     GOOD             NGS
 EN0257
 EN0257                          STATION DESCRIPTION
 EN0257
 EN0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0257'6.5 MI W FROM TURKEY.
 EN0257'6.5 MILES WEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM THE
 EN0257'STATION AT TURKEY, HALL COUNTY, AT STATION 2023+65 (MILEAGE 275.37),
 EN0257'ABOUT 2 RAILS WEST OF CULVERT P 275.36, ABOUT 40 FEET SOUTH OF THE
 EN0257'TRACK, AND 9 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  THE TOP OF A
 EN0257'CONCRETE-FILLED PIPE PROJECTING ABOUT 12 INCHES ABOVE GROUND.
 EN0257
 EN0257                          STATION RECOVERY (1934)
 EN0257
 EN0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0374 ***********************************************************************
 BN0374  DESIGNATION -  2025.1
 BN0374  PID         -  BN0374
 BN0374  STATE/COUNTY-  TX/MENARD
 BN0374  USGS QUAD   -  SPOON DRAW (1970)
 BN0374
 BN0374                         *CURRENT SURVEY CONTROL
 BN0374  ___________________________________________________________________
 BN0374* NAD 83(1986)-  30 52 17.     (N)    099 49 10.     (W)     SCALED    
 BN0374* NAVD 88     -       618.154  (meters)    2028.06   (feet)  POSTED    
 BN0374  ___________________________________________________________________
 BN0374  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 BN0374  DYNAMIC HT  -         617.290 (meters)    2025.23  (feet)  COMP
 BN0374  MODELED GRAV-     979,219.0   (mgal)                       NAVD 88
 BN0374
 BN0374  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0374
 BN0374.The horizontal coordinates were scaled from a topographic map and have
 BN0374.an estimated accuracy of +/- 6 seconds.
 BN0374
 BN0374.The orthometric height was determined by differential leveling
 BN0374.and adjusted by the National Geodetic Survey in 1992..
 BN0374.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0374.rate of 0.0 thru 1.0 mm/km.
 BN0374
 BN0374.The geoid height was determined by GEOID03.
 BN0374
 BN0374.The dynamic height is computed by dividing the NAVD 88
 BN0374.geopotential number by the normal gravity value computed on the
 BN0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0374.degrees latitude (g = 980.6199 gals.).
 BN0374
 BN0374.The modeled gravity was interpolated from observed gravity values.
 BN0374
 BN0374;                    North         East    Units  Estimated Accuracy
 BN0374;SPC TX C     - 3,133,660.      749,140.      MT  (+/- 180 meters Scaled)
 BN0374
 BN0374                          SUPERSEDED SURVEY CONTROL
 BN0374
 BN0374  NGVD 29 (??/??/92)  618.086  (m)         2027.84   (f) ADJ UNCH    1 2
 BN0374
 BN0374.Superseded values are not recommended for survey control.
 BN0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0374.See file dsdata.txt to determine how the superseded data were derived.
 BN0374
 BN0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV216156(NAD 83)
 BN0374_MARKER: N = NAIL
 BN0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0374_SP_SET: OAK TREE
 BN0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0374
 BN0374  HISTORY     - Date     Condition        Report By
 BN0374  HISTORY     - UNK      MONUMENTED       USGS
 BN0374  HISTORY     - 1931     GOOD             NGS
 BN0374  HISTORY     - 1935     GOOD             NGS
 BN0374  HISTORY     - 19981226 MARK NOT FOUND   USPSQD
 BN0374
 BN0374                          STATION DESCRIPTION
 BN0374
 BN0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0374'4.8 MI S FROM MENARD.
 BN0374'4.8 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MENARD, MENARD COUNTY, AT A
 BN0374'TURN IN THE HIGHWAY, 80 FEET SOUTHWEST OF A FENCE CORNER, ON THE SOUTH
 BN0374'EDGE OF THE HIGHWAY, AND IN A ROOT OF AN 18-INCH LIVE OAK TREE MARKED
 BN0374'WITH THE PAINTED LETTERS USBM 2025.1.  A U.S. GEOLOGICAL SURVEY
 BN0374'STANDARD COPPER NAIL AND WASHER.
 BN0374
 BN0374                          STATION RECOVERY (1935)
 BN0374
 BN0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0374'RECOVERED IN GOOD CONDITION.
 BN0374
 BN0374                          STATION RECOVERY (1998)
 BN0374
 BN0374'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0207 ***********************************************************************
 CR0207  DESIGNATION -  203
 CR0207  PID         -  CR0207
 CR0207  STATE/COUNTY-  TX/HARRISON
 CR0207  USGS QUAD   -  LAKEPORT (1983)
 CR0207
 CR0207                         *CURRENT SURVEY CONTROL
 CR0207  ___________________________________________________________________
 CR0207* NAD 83(1986)-  32 27 01.     (N)    094 40 53.     (W)     SCALED    
 CR0207* NAVD 88     -        95.76   (+/-2cm)     314.2    (feet)  VERTCON   
 CR0207  ___________________________________________________________________
 CR0207  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR0207
 CR0207  VERT ORDER  -  ? (See Below)
 CR0207
 CR0207.The horizontal coordinates were scaled from a topographic map and have
 CR0207.an estimated accuracy of +/- 6 seconds.
 CR0207
 CR0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0207.The vertical order pertains to the NGVD 29 superseded value.
 CR0207
 CR0207.The geoid height was determined by GEOID03.
 CR0207
 CR0207;                    North         East    Units  Estimated Accuracy
 CR0207;SPC TXNC     - 2,093,420.      958,950.      MT  (+/- 180 meters Scaled)
 CR0207
 CR0207                          SUPERSEDED SURVEY CONTROL
 CR0207
 CR0207  NGVD 29 (??/??/92)   95.794  (m)          314.28   (f) ADJ UNCH    ?  
 CR0207
 CR0207.Superseded values are not recommended for survey control.
 CR0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0207.See file dsdata.txt to determine how the superseded data were derived.
 CR0207
 CR0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR419915(NAD 83)
 CR0207_MARKER: Z = SEE DESCRIPTION
 CR0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0207_SP_SET: RAIL
 CR0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0207
 CR0207  HISTORY     - Date     Condition        Report By
 CR0207  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0207  HISTORY     - 1934     GOOD             NGS
 CR0207
 CR0207                          STATION DESCRIPTION
 CR0207
 CR0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0207'4.6 MI SE FROM LONGVIEW.
 CR0207'IN HARRISON COUNTY, 4.6 MILES SOUTHEAST ALONG THE GULF, COLORADO AND
 CR0207'SANTA FE RAILWAY FROM LONGVIEW, GREGG COUNTY, AND NEAR MILEPOST 203.
 CR0207'THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1761 ***********************************************************************
 CS1761  DESIGNATION -  203
 CS1761  PID         -  CS1761
 CS1761  STATE/COUNTY-  TX/TARRANT
 CS1761  USGS QUAD   -  HALTOM CITY (1981)
 CS1761
 CS1761                         *CURRENT SURVEY CONTROL
 CS1761  ___________________________________________________________________
 CS1761* NAD 83(1986)-  32 47 42.     (N)    097 20 00.     (W)     SCALED    
 CS1761* NAVD 88     -       182.639  (meters)     599.21   (feet)  ADJUSTED  
 CS1761  ___________________________________________________________________
 CS1761  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS1761  DYNAMIC HT  -         182.425 (meters)     598.51  (feet)  COMP
 CS1761  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 CS1761
 CS1761  VERT ORDER  -  FIRST     CLASS II
 CS1761
 CS1761.The horizontal coordinates were scaled from a topographic map and have
 CS1761.an estimated accuracy of +/- 6 seconds.
 CS1761
 CS1761.The orthometric height was determined by differential leveling
 CS1761.and adjusted by the National Geodetic Survey in June 1991..
 CS1761
 CS1761.The geoid height was determined by GEOID03.
 CS1761
 CS1761.The dynamic height is computed by dividing the NAVD 88
 CS1761.geopotential number by the normal gravity value computed on the
 CS1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1761.degrees latitude (g = 980.6199 gals.).
 CS1761
 CS1761.The modeled gravity was interpolated from observed gravity values.
 CS1761
 CS1761;                    North         East    Units  Estimated Accuracy
 CS1761;SPC TXNC     - 2,125,730.      709,270.      MT  (+/- 180 meters Scaled)
 CS1761
 CS1761                          SUPERSEDED SURVEY CONTROL
 CS1761
 CS1761  NGVD 29 (??/??/92)  182.636  (m)          599.20   (f) ADJ UNCH    1 2
 CS1761
 CS1761.Superseded values are not recommended for survey control.
 CS1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1761.See file dsdata.txt to determine how the superseded data were derived.
 CS1761
 CS1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB560297(NAD 83)
 CS1761_MARKER: DB = BENCH MARK DISK
 CS1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1761_STAMPING: 203
 CS1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1761+STABILITY: SURFACE MOTION
 CS1761
 CS1761  HISTORY     - Date     Condition        Report By
 CS1761  HISTORY     - UNK      MONUMENTED       TXGS
 CS1761  HISTORY     - 1946     GOOD             NGS
 CS1761  HISTORY     - 1957     GOOD             NGS
 CS1761  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1761  HISTORY     - 19951118 GOOD             USPSQD
 CS1761  HISTORY     - 20021213 MARK NOT FOUND   GEOCAC
 CS1761  HISTORY     - 20060427 MARK NOT FOUND   INDIV
 CS1761
 CS1761                          STATION DESCRIPTION
 CS1761
 CS1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS1761'IN FORT WORTH.
 CS1761'ABOUT 2.6 MILES NORTH OF THE COUNTY COURTHOUSE AT FORT WORTH, AT THE
 CS1761'NORTHWEST CORNER OF THE INTERSECTION OF EAST 28TH STREET AND LULA
 CS1761'STREET, 60 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE NUMBER 2803, 46
 CS1761'FEET WEST OF A FIRE HYDRANT ON THE NORTHEAST CORNER OF THE
 CS1761'INTERSECTION.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS1761'PROJECTS 2 INCHES ABOVE THE GROUND.  NOTE-- IT IS NOW PROJECTING ABOUT
 CS1761'4 INCHES AND IS 20 FT. NORTH OF THE EDGE OF THE PAVEMENT.
 CS1761
 CS1761                          STATION RECOVERY (1957)
 CS1761
 CS1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1761'RECOVERED IN GOOD CONDITION.
 CS1761
 CS1761                          STATION RECOVERY (1984)
 CS1761
 CS1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1761'MARK NOT FOUND.
 CS1761
 CS1761                          STATION RECOVERY (1995)
 CS1761
 CS1761'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1761'RECOVERED IN GOOD CONDITION.
 CS1761
 CS1761                          STATION RECOVERY (2002)
 CS1761
 CS1761'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1761'SPOKE WITH THE RESIDENT, WHO SAID HE HAS NEVER SEEN A DISK.
 CS1761
 CS1761                          STATION RECOVERY (2006)
 CS1761
 CS1761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TD)
 CS1761'MARK NOT FOUND, POSSIBLY REMOVED DURING INSTALLATION OF STREET SIGNS
 CS1761'OR WIDENING OF STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1633 ***********************************************************************
 CS1633  DESIGNATION -  2030
 CS1633  PID         -  CS1633
 CS1633  STATE/COUNTY-  TX/TARRANT
 CS1633  USGS QUAD   -  FORT WORTH (1981)
 CS1633
 CS1633                         *CURRENT SURVEY CONTROL
 CS1633  ___________________________________________________________________
 CS1633* NAD 83(1986)-  32 44 00.     (N)    097 21 23.     (W)     SCALED    
 CS1633* NAVD 88     -       180.457  (meters)     592.05   (feet)  POSTED    
 CS1633  ___________________________________________________________________
 CS1633  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS1633  DYNAMIC HT  -         180.240 (meters)     591.34  (feet)  COMP
 CS1633  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 CS1633
 CS1633  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CS1633
 CS1633.The horizontal coordinates were scaled from a topographic map and have
 CS1633.an estimated accuracy of +/- 6 seconds.
 CS1633
 CS1633.The orthometric height was determined by differential leveling
 CS1633.and adjusted by the National Geodetic Survey in 1992..
 CS1633.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CS1633.rate of 4.1 thru 8.0 mm/km.
 CS1633
 CS1633.The geoid height was determined by GEOID03.
 CS1633
 CS1633.The dynamic height is computed by dividing the NAVD 88
 CS1633.geopotential number by the normal gravity value computed on the
 CS1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1633.degrees latitude (g = 980.6199 gals.).
 CS1633
 CS1633.The modeled gravity was interpolated from observed gravity values.
 CS1633
 CS1633;                    North         East    Units  Estimated Accuracy
 CS1633;SPC TXNC     - 2,118,870.      707,180.      MT  (+/- 180 meters Scaled)
 CS1633
 CS1633                          SUPERSEDED SURVEY CONTROL
 CS1633
 CS1633  NGVD 29 (??/??/92)  180.453  (m)          592.04   (f) ADJ UNCH    1 2
 CS1633
 CS1633.Superseded values are not recommended for survey control.
 CS1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1633.See file dsdata.txt to determine how the superseded data were derived.
 CS1633
 CS1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB540229(NAD 83)
 CS1633_MARKER: DB = BENCH MARK DISK
 CS1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1633_STAMPING: 2030
 CS1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1633+STABILITY: SURFACE MOTION
 CS1633
 CS1633  HISTORY     - Date     Condition        Report By
 CS1633  HISTORY     - UNK      MONUMENTED       TXGS
 CS1633  HISTORY     - 1957     MARK NOT FOUND   USPSQD
 CS1633  HISTORY     - 1957     GOOD             NGS
 CS1633  HISTORY     - 1989     GOOD             USPSQD
 CS1633  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1633
 CS1633                          STATION DESCRIPTION
 CS1633
 CS1633'DESCRIBED BY US POWER SQUADRON 1957 (RCS)
 CS1633'MARK NOT FOUND.
 CS1633
 CS1633                          STATION RECOVERY (1957)
 CS1633
 CS1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1633'2.3 MI SW FROM FORT WORTH.
 CS1633'2.3 MILES SOUTHWEST OF THE TARRANT COUNTY COURT HOUSE, IN FORT WORTH,
 CS1633'102 FEET NORTHWEST OF THE INTERSECTION OF WEST ROSEDALE STREET AND
 CS1633'MISTLETOE DRIVE, 45 FEET SOUTH OF THE CENTERLINE OF THE T. AND P.R.R.
 CS1633'TRACKS, 5 FEET SOUTH OF THE TOP EDGE OF THE CUTBANK, 20 FEET NORTHEAST
 CS1633'OF THE NORTHEAST CORNER OF A POWER TRANSMISSION TOWER, AND 4 FEET WEST
 CS1633'OF A TELEGRAPH POLE.  A STANDARD TGS DISK STAMPED 3020 IN A CONCRETE
 CS1633'POST WHICH PROJECTS ABOUT 4 INCHES.  NOTE-- THE MARK IS AT THE
 CS1633'DEAD-END OF BOTH STREETS.
 CS1633
 CS1633                          STATION RECOVERY (1989)
 CS1633
 CS1633'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1633'RECOVERED IN GOOD CONDITION.
 CS1633
 CS1633                          STATION RECOVERY (1989)
 CS1633
 CS1633'RECOVERY NOTE BY US POWER SQUADRON 1989 (SB)
 CS1633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2420 ***********************************************************************
 CS2420  DESIGNATION -  2030 TXGS RESET 1978
 CS2420  PID         -  CS2420
 CS2420  STATE/COUNTY-  TX/TARRANT
 CS2420  USGS QUAD   -  FORT WORTH (1981)
 CS2420
 CS2420                         *CURRENT SURVEY CONTROL
 CS2420  ___________________________________________________________________
 CS2420* NAD 83(1986)-  32 44 00.     (N)    097 21 24.     (W)     SCALED    
 CS2420* NAVD 88     -       182.847  (meters)     599.89   (feet)  ADJUSTED  
 CS2420  ___________________________________________________________________
 CS2420  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS2420  DYNAMIC HT  -         182.632 (meters)     599.19  (feet)  COMP
 CS2420  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 CS2420
 CS2420  VERT ORDER  -  FIRST     CLASS II
 CS2420
 CS2420.The horizontal coordinates were scaled from a topographic map and have
 CS2420.an estimated accuracy of +/- 6 seconds.
 CS2420
 CS2420.The orthometric height was determined by differential leveling
 CS2420.and adjusted by the National Geodetic Survey in June 1991..
 CS2420
 CS2420.The geoid height was determined by GEOID03.
 CS2420
 CS2420.The dynamic height is computed by dividing the NAVD 88
 CS2420.geopotential number by the normal gravity value computed on the
 CS2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2420.degrees latitude (g = 980.6199 gals.).
 CS2420
 CS2420.The modeled gravity was interpolated from observed gravity values.
 CS2420
 CS2420;                    North         East    Units  Estimated Accuracy
 CS2420;SPC TXNC     - 2,118,870.      707,150.      MT  (+/- 180 meters Scaled)
 CS2420
 CS2420                          SUPERSEDED SURVEY CONTROL
 CS2420
 CS2420.No superseded survey control is available for this station.
 CS2420
 CS2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB539229(NAD 83)
 CS2420_MARKER: DB = BENCH MARK DISK
 CS2420_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CS2420+WITH SETTING: PAVEMENT
 CS2420_SP_SET: CONCRETE PAD
 CS2420_STAMPING: 2030 RESET 1978
 CS2420_MARK LOGO: NGS   
 CS2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2420+STABILITY: SURFACE MOTION
 CS2420
 CS2420  HISTORY     - Date     Condition        Report By
 CS2420  HISTORY     - 1978     MONUMENTED       NGS
 CS2420  HISTORY     - 1983     GOOD             NGS
 CS2420  HISTORY     - 19951118 GOOD             USPSQD
 CS2420  HISTORY     - 20011017 GOOD             USPSQD
 CS2420
 CS2420                          STATION DESCRIPTION
 CS2420
 CS2420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2420'3.2 KM (2.0 MI) SW FROM FORT WORTH.
 CS2420'3.2 KM (2.0 MI) SOUTHWEST OF THE COURTHOUSE IN FORT WORTH, AT THE
 CS2420'INTERSECTION OF ROSEDALE AVENUE AND MISTLETOE DRIVE, SET IN THE BASE
 CS2420'OF A LARGE METAL HIGHLINE TOWER, 9.4 METERS (31 FEET) WEST OF THE
 CS2420'CENTERLINE OF THE DRIVE, AND 11.6 METERS (38 FEET) WEST-NORTHWEST OF
 CS2420'THE INTERSECTION.
 CS2420
 CS2420                          STATION RECOVERY (1995)
 CS2420
 CS2420'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2420'RECOVERED IN GOOD CONDITION.
 CS2420
 CS2420                          STATION RECOVERY (2001)
 CS2420
 CS2420'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0380 ***********************************************************************
 EM0380  DESIGNATION -  203.60
 EM0380  PID         -  EM0380
 EM0380  STATE/COUNTY-  TX/HARDEMAN
 EM0380  USGS QUAD   -  GOODLETT (1990)
 EM0380
 EM0380                         *CURRENT SURVEY CONTROL
 EM0380  ___________________________________________________________________
 EM0380* NAD 83(1986)-  34 20 49.     (N)    099 56 07.     (W)     SCALED    
 EM0380* NAVD 88     -       494.924  (meters)    1623.76   (feet)  ADJUSTED  
 EM0380  ___________________________________________________________________
 EM0380  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EM0380  DYNAMIC HT  -         494.365 (meters)    1621.93  (feet)  COMP
 EM0380  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 EM0380
 EM0380  VERT ORDER  -  FIRST     CLASS II
 EM0380
 EM0380.The horizontal coordinates were scaled from a topographic map and have
 EM0380.an estimated accuracy of +/- 6 seconds.
 EM0380
 EM0380.The orthometric height was determined by differential leveling
 EM0380.and adjusted by the National Geodetic Survey in June 1991..
 EM0380
 EM0380.The geoid height was determined by GEOID03.
 EM0380
 EM0380.The dynamic height is computed by dividing the NAVD 88
 EM0380.geopotential number by the normal gravity value computed on the
 EM0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0380.degrees latitude (g = 980.6199 gals.).
 EM0380
 EM0380.The modeled gravity was interpolated from observed gravity values.
 EM0380
 EM0380;                    North         East    Units  Estimated Accuracy
 EM0380;SPC TXNC     - 2,298,150.      467,930.      MT  (+/- 180 meters Scaled)
 EM0380
 EM0380                          SUPERSEDED SURVEY CONTROL
 EM0380
 EM0380  NGVD 29 (??/??/92)  494.720  (m)         1623.09   (f) ADJ UNCH    1 2
 EM0380
 EM0380.Superseded values are not recommended for survey control.
 EM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0380.See file dsdata.txt to determine how the superseded data were derived.
 EM0380
 EM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD139010(NAD 83)
 EM0380_MARKER: Q = CHISELED SQUARE
 EM0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0380_SP_SET: BRIDGE
 EM0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0380
 EM0380  HISTORY     - Date     Condition        Report By
 EM0380  HISTORY     - UNK      MONUMENTED       CGS
 EM0380  HISTORY     - 1933     GOOD             NGS
 EM0380  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0380
 EM0380                          STATION DESCRIPTION
 EM0380
 EM0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0380'2.8 MI NW FROM GOODLETT.
 EM0380'2.8 MILES NORTHWEST OF AT BRIDGE 203.60, SOUTHWEST CORNER WEST
 EM0380'HEADWALL.
 EM0380
 EM0380                          STATION RECOVERY (1958)
 EM0380
 EM0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0208 ***********************************************************************
 CR0208  DESIGNATION -  204
 CR0208  PID         -  CR0208
 CR0208  STATE/COUNTY-  TX/HARRISON
 CR0208  USGS QUAD   -  LAKEPORT (1983)
 CR0208
 CR0208                         *CURRENT SURVEY CONTROL
 CR0208  ___________________________________________________________________
 CR0208* NAD 83(1986)-  32 27 48.     (N)    094 41 17.     (W)     SCALED    
 CR0208* NAVD 88     -        97.91   (+/-2cm)     321.2    (feet)  VERTCON   
 CR0208  ___________________________________________________________________
 CR0208  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR0208
 CR0208  VERT ORDER  -  ? (See Below)
 CR0208
 CR0208.The horizontal coordinates were scaled from a topographic map and have
 CR0208.an estimated accuracy of +/- 6 seconds.
 CR0208
 CR0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0208.The vertical order pertains to the NGVD 29 superseded value.
 CR0208
 CR0208.The geoid height was determined by GEOID03.
 CR0208
 CR0208;                    North         East    Units  Estimated Accuracy
 CR0208;SPC TXNC     - 2,094,840.      958,270.      MT  (+/- 180 meters Scaled)
 CR0208
 CR0208                          SUPERSEDED SURVEY CONTROL
 CR0208
 CR0208  NGVD 29 (??/??/92)   97.943  (m)          321.33   (f) ADJ UNCH    ?  
 CR0208
 CR0208.Superseded values are not recommended for survey control.
 CR0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0208.See file dsdata.txt to determine how the superseded data were derived.
 CR0208
 CR0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR413930(NAD 83)
 CR0208_MARKER: Z = SEE DESCRIPTION
 CR0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0208_SP_SET: RAIL
 CR0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0208
 CR0208  HISTORY     - Date     Condition        Report By
 CR0208  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0208  HISTORY     - 1934     GOOD             NGS
 CR0208
 CR0208                          STATION DESCRIPTION
 CR0208
 CR0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0208'3.6 MI SE FROM LONGVIEW.
 CR0208'IN HARRISON COUNTY, 3.6 MILES SOUTHEAST ALONG THE GULF, COLORADO AND
 CR0208'SANTA FE RAILWAY FROM LONGVIEW, GREGG COUNTY, AND NEAR MILEPOST 204.
 CR0208'THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0012 ***********************************************************************
 AJ0012  DESIGNATION -  204
 AJ0012  PID         -  AJ0012
 AJ0012  STATE/COUNTY-  TX/JIM WELLS
 AJ0012  USGS QUAD   -  ALICE NORTH (1963)
 AJ0012
 AJ0012                         *CURRENT SURVEY CONTROL
 AJ0012  ___________________________________________________________________
 AJ0012* NAD 83(1986)-  27 45 07.     (N)    098 04 12.     (W)     SCALED    
 AJ0012* NAVD 88     -        61.403  (meters)     201.45   (feet)  ADJUSTED  
 AJ0012  ___________________________________________________________________
 AJ0012  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ0012  DYNAMIC HT  -          61.307 (meters)     201.14  (feet)  COMP
 AJ0012  MODELED GRAV-     979,097.7   (mgal)                       NAVD 88
 AJ0012
 AJ0012  VERT ORDER  -  FIRST     CLASS II
 AJ0012
 AJ0012.The horizontal coordinates were scaled from a topographic map and have
 AJ0012.an estimated accuracy of +/- 6 seconds.
 AJ0012
 AJ0012.The orthometric height was determined by differential leveling
 AJ0012.and adjusted by the National Geodetic Survey in June 1991..
 AJ0012.WARNING-Repeat measurements at this control monument indicate possible
 AJ0012.vertical movement.
 AJ0012
 AJ0012.The geoid height was determined by GEOID03.
 AJ0012
 AJ0012.The dynamic height is computed by dividing the NAVD 88
 AJ0012.geopotential number by the normal gravity value computed on the
 AJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0012.degrees latitude (g = 980.6199 gals.).
 AJ0012
 AJ0012.The modeled gravity was interpolated from observed gravity values.
 AJ0012
 AJ0012;                    North         East    Units  Estimated Accuracy
 AJ0012;SPC TX S     - 5,231,110.      342,390.      MT  (+/- 180 meters Scaled)
 AJ0012
 AJ0012                          SUPERSEDED SURVEY CONTROL
 AJ0012
 AJ0012  NGVD 29 (??/??/92)   61.491  (m)          201.74   (f) ADJ UNCH    1 2
 AJ0012
 AJ0012.Superseded values are not recommended for survey control.
 AJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0012.See file dsdata.txt to determine how the superseded data were derived.
 AJ0012
 AJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR916700(NAD 83)
 AJ0012_MARKER: P = PIPE CAP
 AJ0012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ0012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AJ0012_STAMPING: 204 1920 201.73
 AJ0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0012
 AJ0012  HISTORY     - Date     Condition        Report By
 AJ0012  HISTORY     - 1920     MONUMENTED       USGS
 AJ0012  HISTORY     - 1950     GOOD             NGS
 AJ0012
 AJ0012                          STATION DESCRIPTION
 AJ0012
 AJ0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AJ0012'IN ALICE.
 AJ0012'AT ALICE, IN THE SOUTHEAST CORNER OF THE COURTHOUSE LAWN, 88.3 FEET
 AJ0012'SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE, 49 FEET WEST OF
 AJ0012'THE CENTER LINE OF CAMERON STREET, 51 FEET NORTH OF THE CENTER LINE OF
 AJ0012'2ND STREET, 7 FEET NORTH OF THE NORTH EDGE OF AN EAST AND WEST
 AJ0012'SIDEWALK, 2.2 FEET WEST OF THE WEST EDGE OF A NORTH AND SOUTH
 AJ0012'SIDEWALK, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS
 AJ0012'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0890 ***********************************************************************
 BY0890  DESIGNATION -  204.503
 BY0890  PID         -  BY0890
 BY0890  STATE/COUNTY-  TX/ANGELINA
 BY0890  USGS QUAD   -  BALD HILL (1980)
 BY0890
 BY0890                         *CURRENT SURVEY CONTROL
 BY0890  ___________________________________________________________________
 BY0890* NAD 83(1986)-  31 13 20.     (N)    094 39 39.     (W)     SCALED    
 BY0890* NAVD 88     -        62.30   (+/-2cm)     204.4    (feet)  VERTCON   
 BY0890  ___________________________________________________________________
 BY0890  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BY0890
 BY0890  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0890
 BY0890.The horizontal coordinates were scaled from a topographic map and have
 BY0890.an estimated accuracy of +/- 6 seconds.
 BY0890
 BY0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0890.The vertical order pertains to the NGVD 29 superseded value.
 BY0890
 BY0890.The geoid height was determined by GEOID03.
 BY0890
 BY0890;                    North         East    Units  Estimated Accuracy
 BY0890;SPC TX C     - 3,186,220.    1,240,190.      MT  (+/- 180 meters Scaled)
 BY0890
 BY0890                          SUPERSEDED SURVEY CONTROL
 BY0890
 BY0890  NGVD 29 (??/??/92)   62.332  (m)          204.50   (f) ADJ UNCH    2 0
 BY0890
 BY0890.Superseded values are not recommended for survey control.
 BY0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0890.See file dsdata.txt to determine how the superseded data were derived.
 BY0890
 BY0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ418554(NAD 83)
 BY0890_MARKER: N = NAIL
 BY0890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0890_SP_SET: TREE
 BY0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0890
 BY0890  HISTORY     - Date     Condition        Report By
 BY0890  HISTORY     - UNK      MONUMENTED       USGS
 BY0890  HISTORY     - 1949     GOOD             NGS
 BY0890
 BY0890                          STATION DESCRIPTION
 BY0890
 BY0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0890'5.2 MI SW FROM HOMER.
 BY0890'3.55 MILES SOUTHWEST ALONG FARM ROAD 326 FROM THE JUNCTION OF FARM
 BY0890'ROAD 326 AND U. S. HIGHWAY 69 AT HOMER, THENCE 1.05 MILES SOUTHWEST
 BY0890'ALONG A GRADED DIRT ROAD, THENCE 0.6 MILE SOUTHWEST ALONG A DIRT
 BY0890'TRAIL, 1.65 MILES SOUTHWEST OF HOMER CHURCH, AT AN OLD BRIDGE SITE
 BY0890'OVER BALUXY CREEK (BRIDGE HAS BEEN WASHED OUT), 46.0 FEET SOUTH OF THE
 BY0890'CENTER LINE OF THE ROAD, 23.0 FEET EAST OF THE EAST BANK OF BALUXY
 BY0890'CREEK, 12.0 FEET NORTHEAST OF AN 18-INCH HOLLY TREE, 1.4 FEET SOUTH OF
 BY0890'A FENCE LINE, A COPPER NAIL AND WASHER IN THE NORTHWEST ROOT OF A
 BY0890'30-INCH BIRCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0258 ***********************************************************************
 EN0258  DESIGNATION -  2048+60
 EN0258  PID         -  EN0258
 EN0258  STATE/COUNTY-  TX/BRISCOE
 EN0258  USGS QUAD   -  LAKE THEO (1967)
 EN0258
 EN0258                         *CURRENT SURVEY CONTROL
 EN0258  ___________________________________________________________________
 EN0258* NAD 83(1986)-  34 23 40.     (N)    101 01 08.     (W)     SCALED    
 EN0258* NAVD 88     -       768.015  (meters)    2519.73   (feet)  ADJUSTED  
 EN0258  ___________________________________________________________________
 EN0258  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 EN0258  DYNAMIC HT  -         767.088 (meters)    2516.69  (feet)  COMP
 EN0258  MODELED GRAV-     979,403.7   (mgal)                       NAVD 88
 EN0258
 EN0258  VERT ORDER  -  FIRST     CLASS II
 EN0258
 EN0258.The horizontal coordinates were scaled from a topographic map and have
 EN0258.an estimated accuracy of +/- 6 seconds.
 EN0258
 EN0258.The orthometric height was determined by differential leveling
 EN0258.and adjusted by the National Geodetic Survey in June 1991..
 EN0258
 EN0258.The geoid height was determined by GEOID03.
 EN0258
 EN0258.The dynamic height is computed by dividing the NAVD 88
 EN0258.geopotential number by the normal gravity value computed on the
 EN0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0258.degrees latitude (g = 980.6199 gals.).
 EN0258
 EN0258.The modeled gravity was interpolated from observed gravity values.
 EN0258
 EN0258;                    North         East    Units  Estimated Accuracy
 EN0258;SPC TX N     - 1,043,870.      244,240.      MT  (+/- 180 meters Scaled)
 EN0258
 EN0258                          SUPERSEDED SURVEY CONTROL
 EN0258
 EN0258  NGVD 29 (??/??/92)  767.692  (m)         2518.67   (f) ADJ UNCH    1 2
 EN0258
 EN0258.Superseded values are not recommended for survey control.
 EN0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0258.See file dsdata.txt to determine how the superseded data were derived.
 EN0258
 EN0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD144077(NAD 83)
 EN0258_MARKER: Z = SEE DESCRIPTION
 EN0258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0258_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0258
 EN0258  HISTORY     - Date     Condition        Report By
 EN0258  HISTORY     - UNK      MONUMENTED       BNRR
 EN0258  HISTORY     - 1933     GOOD             NGS
 EN0258  HISTORY     - 1934     GOOD             NGS
 EN0258
 EN0258                          STATION DESCRIPTION
 EN0258
 EN0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0258'3.3 MI NE FROM QUITAQUE.
 EN0258'3.3 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0258'THE STATION AT QUITAQUE, BRISCOE COUNTY, AT STATION 2048+60 (MILEAGE
 EN0258'275.84), ABOUT 1-1/2 RAILS EAST OF A WHISTLE SIGNBOARD, AND 35 FEET
 EN0258'SOUTH OF THE TRACK.  THE TOP OF A CONCRETE-FILLED PIPE PROJECTING
 EN0258'ABOUT 6 INCHES ABOVE GROUND.
 EN0258
 EN0258                          STATION RECOVERY (1934)
 EN0258
 EN0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1937 ***********************************************************************
 CS1937  DESIGNATION -  205
 CS1937  PID         -  CS1937
 CS1937  STATE/COUNTY-  TX/TARRANT
 CS1937  USGS QUAD   -  HALTOM CITY (1981)
 CS1937
 CS1937                         *CURRENT SURVEY CONTROL
 CS1937  ___________________________________________________________________
 CS1937* NAD 83(1986)-  32 48 03.     (N)    097 20 15.     (W)     SCALED    
 CS1937* NAVD 88     -       179.208  (meters)     587.95   (feet)  ADJUSTED  
 CS1937  ___________________________________________________________________
 CS1937  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS1937  DYNAMIC HT  -         178.998 (meters)     587.26  (feet)  COMP
 CS1937  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 CS1937
 CS1937  VERT ORDER  -  SECOND    CLASS 0
 CS1937
 CS1937.The horizontal coordinates were scaled from a topographic map and have
 CS1937.an estimated accuracy of +/- 6 seconds.
 CS1937
 CS1937.The orthometric height was determined by differential leveling
 CS1937.and adjusted by the National Geodetic Survey in June 1991..
 CS1937
 CS1937.The geoid height was determined by GEOID03.
 CS1937
 CS1937.The dynamic height is computed by dividing the NAVD 88
 CS1937.geopotential number by the normal gravity value computed on the
 CS1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1937.degrees latitude (g = 980.6199 gals.).
 CS1937
 CS1937.The modeled gravity was interpolated from observed gravity values.
 CS1937
 CS1937;                    North         East    Units  Estimated Accuracy
 CS1937;SPC TXNC     - 2,126,370.      708,870.      MT  (+/- 180 meters Scaled)
 CS1937
 CS1937                          SUPERSEDED SURVEY CONTROL
 CS1937
 CS1937  NGVD 29 (??/??/92)  179.194  (m)          587.91   (f) ADJ UNCH    2 0
 CS1937
 CS1937.Superseded values are not recommended for survey control.
 CS1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1937.See file dsdata.txt to determine how the superseded data were derived.
 CS1937
 CS1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB556304(NAD 83)
 CS1937_MARKER: DD = SURVEY DISK
 CS1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1937_STAMPING: 205
 CS1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1937+STABILITY: SURFACE MOTION
 CS1937
 CS1937  HISTORY     - Date     Condition        Report By
 CS1937  HISTORY     - UNK      MONUMENTED       TXGS
 CS1937  HISTORY     - 1946     GOOD             NGS
 CS1937  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1937  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1937  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1937
 CS1937                          STATION DESCRIPTION
 CS1937
 CS1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS1937'IN FORT WORTH.
 CS1937'AT FORT WORTH, TARRANT COUNTY, IN THE NORTHEAST PART OF THE CITY, AT
 CS1937'THE CROSSING OF THE ST. LOUIS SOUTHWESTERN RAILWAY AND DECATUR AVENUE,
 CS1937'33 FEET EAST OF THE CENTERLINE OF DECATUR AVENUE, 17 FEET NORTHWEST OF
 CS1937'THE CENTERLINE OF THE TRACK, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 CS1937'POST, AND ABOUT 1.5 FEET HIGHER THAN THE TRACK.  A STATE SURVEY
 CS1937'STANDARD DISK, STAMPED 205 AND SET IN THE TOP OF A CONCRETE POST
 CS1937'PROJECTING 5 INCHES ABOVE GROUND.
 CS1937
 CS1937                          STATION RECOVERY (1984)
 CS1937
 CS1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1937'MARK NOT FOUND.
 CS1937
 CS1937                          STATION RECOVERY (1990)
 CS1937
 CS1937'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS1937'MARK NOT FOUND.
 CS1937
 CS1937                          STATION RECOVERY (1997)
 CS1937
 CS1937'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0210 ***********************************************************************
 CR0210  DESIGNATION -  205
 CR0210  PID         -  CR0210
 CR0210  STATE/COUNTY-  TX/HARRISON
 CR0210  USGS QUAD   -  LAKEPORT (1983)
 CR0210
 CR0210                         *CURRENT SURVEY CONTROL
 CR0210  ___________________________________________________________________
 CR0210* NAD 83(1986)-  32 28 17.     (N)    094 42 01.     (W)     SCALED    
 CR0210* NAVD 88     -        89.40   (+/-2cm)     293.3    (feet)  VERTCON   
 CR0210  ___________________________________________________________________
 CR0210  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR0210
 CR0210  VERT ORDER  -  ? (See Below)
 CR0210
 CR0210.The horizontal coordinates were scaled from a topographic map and have
 CR0210.an estimated accuracy of +/- 6 seconds.
 CR0210
 CR0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0210.The vertical order pertains to the NGVD 29 superseded value.
 CR0210
 CR0210.The geoid height was determined by GEOID03.
 CR0210
 CR0210;                    North         East    Units  Estimated Accuracy
 CR0210;SPC TXNC     - 2,095,700.      957,090.      MT  (+/- 180 meters Scaled)
 CR0210
 CR0210                          SUPERSEDED SURVEY CONTROL
 CR0210
 CR0210  NGVD 29 (??/??/92)   89.433  (m)          293.41   (f) ADJ UNCH    ?  
 CR0210
 CR0210.Superseded values are not recommended for survey control.
 CR0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0210.See file dsdata.txt to determine how the superseded data were derived.
 CR0210
 CR0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR402939(NAD 83)
 CR0210_MARKER: Z = SEE DESCRIPTION
 CR0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0210_SP_SET: RAIL
 CR0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0210
 CR0210  HISTORY     - Date     Condition        Report By
 CR0210  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0210  HISTORY     - 1934     GOOD             NGS
 CR0210
 CR0210                          STATION DESCRIPTION
 CR0210
 CR0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0210'2.6 MI SE FROM LONGVIEW.
 CR0210'IN HARRISON COUNTY, 2.6 MILES SOUTHEAST ALONG THE GULF, COLORADO AND
 CR0210'SANTA FE RAILWAY FROM LONGVIEW, GREGG COUNTY, AND NEAR MILEPOST 205.
 CR0210'THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1978 ***********************************************************************
 AY1978  DESIGNATION -  2051
 AY1978  PID         -  AY1978
 AY1978  STATE/COUNTY-  TX/KENDALL
 AY1978  USGS QUAD   -  TURKEY KNOB (1982)
 AY1978
 AY1978                         *CURRENT SURVEY CONTROL
 AY1978  ___________________________________________________________________
 AY1978* NAD 83(1993)-  29 50 05.73456(N)    098 54 31.67247(W)     ADJUSTED  
 AY1978* NAVD 88     -       625.     (meters)    2051.     (feet)  SCALED    
 AY1978  ___________________________________________________________________
 AY1978  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 AY1978  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AY1978
 AY1978  HORZ ORDER  -  SECOND
 AY1978
 AY1978.The horizontal coordinates were established by classical geodetic methods
 AY1978.and adjusted by the National Geodetic Survey in February 1996..
 AY1978
 AY1978.The orthometric height was scaled from a topographic map.
 AY1978
 AY1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1978
 AY1978.The geoid height was determined by GEOID03.
 AY1978
 AY1978;                    North         East     Units Scale Factor Converg.
 AY1978;SPC TXSC     - 4,221,835.417   608,813.406   MT  0.99990120   +0 02 40.9
 AY1978;SPC TXSC     -13,851,138.36  1,997,415.32   sFT  0.99990120   +0 02 40.9
 AY1978;UTM  14      - 3,300,497.563   508,810.754   MT  0.99960096   +0 02 43.3
 AY1978
 AY1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1978!SPC TXSC     -   0.99990548  x   0.99990120  =   0.99980669
 AY1978!UTM  14      -   0.99990548  x   0.99960096  =   0.99950648
 AY1978
 AY1978                          SUPERSEDED SURVEY CONTROL
 AY1978
 AY1978  NAD 83(1986)-  29 50 05.74075(N)    098 54 31.65727(W) AD(       ) 2
 AY1978  NAD 27      -  29 50 04.94490(N)    098 54 30.54490(W) AD(       ) 2
 AY1978
 AY1978.Superseded values are not recommended for survey control.
 AY1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1978.See file dsdata.txt to determine how the superseded data were derived.
 AY1978
 AY1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0881100498(NAD 83)
 AY1978_MARKER: DD = SURVEY DISK
 AY1978_SETTING: 0 = UNSPECIFIED SETTING
 AY1978
 AY1978  HISTORY     - Date     Condition        Report By
 AY1978  HISTORY     - 1956     MONUMENTED       USE
 AY1978  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 AY1978
 AY1978                          STATION DESCRIPTION
 AY1978
 AY1978'DESCRIBED BY US ENGINEERS 1956 (WFD)
 AY1978'THE STATION IS ABOUT 9-1/2 MILES SOUTH OF COMFORT, 11 MILES
 AY1978'WEST-NORTHWEST OF BOERNE, ON THE HIGHEST POINT OF A HILL
 AY1978'LOCALLY KNOWN AS TURKEY KNOB AND ON LAND OWNED BY ERNEST
 AY1978'ENGERNHUETT WHO LIVES ABOUT 1 MILE NORTHEAST OF THE STATION.
 AY1978'IT IS 28.6 FEET WEST OF THE CENTER OF A WINDMILL, 6.6 FEET
 AY1978'WEST OF THE WEST END OF A GATE AND 2.4 FEET NORTHWEST OF A POLE
 AY1978'FENCE.  THE MARK IS A BRONZE DISK OF THE UNITED STATES ENGINEER
 AY1978'DEPARTMENT SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 AY1978'WITH THE GROUND.  THE DISK IS STAMPED 2050.548.
 AY1978'
 AY1978'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 AY1978'TURKEY AND THE DISTANCE WAS FOUND TO BE 43.39 FEET OR 13.227
 AY1978'METERS.
 AY1978
 AY1978                          STATION RECOVERY (1994)
 AY1978
 AY1978'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0126 ***********************************************************************
 BA0126  DESIGNATION -  2053 MARFA RESET 1943
 BA0126  PID         -  BA0126
 BA0126  STATE/COUNTY-  TX/BREWSTER
 BA0126  USGS QUAD   -  REED CAMP (1971)
 BA0126
 BA0126                         *CURRENT SURVEY CONTROL
 BA0126  ___________________________________________________________________
 BA0126* NAD 83(1986)-  29 02 51.     (N)    103 20 14.     (W)     SCALED    
 BA0126* NAVD 88     -       626.784  (meters)    2056.37   (feet)  ADJUSTED  
 BA0126  ___________________________________________________________________
 BA0126  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 BA0126  DYNAMIC HT  -         625.775 (meters)    2053.06  (feet)  COMP
 BA0126  MODELED GRAV-     979,015.9   (mgal)                       NAVD 88
 BA0126
 BA0126  VERT ORDER  -  FIRST     CLASS II
 BA0126
 BA0126.The horizontal coordinates were scaled from a topographic map and have
 BA0126.an estimated accuracy of +/- 6 seconds.
 BA0126
 BA0126.The orthometric height was determined by differential leveling
 BA0126.and adjusted by the National Geodetic Survey in June 1991..
 BA0126
 BA0126.The geoid height was determined by GEOID03.
 BA0126
 BA0126.The dynamic height is computed by dividing the NAVD 88
 BA0126.geopotential number by the normal gravity value computed on the
 BA0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0126.degrees latitude (g = 980.6199 gals.).
 BA0126
 BA0126.The modeled gravity was interpolated from observed gravity values.
 BA0126
 BA0126;                    North         East    Units  Estimated Accuracy
 BA0126;SPC TXSC     - 4,142,390.      177,730.      MT  (+/- 180 meters Scaled)
 BA0126
 BA0126                          SUPERSEDED SURVEY CONTROL
 BA0126
 BA0126  NGVD 29 (??/??/92)  626.400  (m)         2055.11   (f) ADJ UNCH    1 2
 BA0126
 BA0126.Superseded values are not recommended for survey control.
 BA0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0126.See file dsdata.txt to determine how the superseded data were derived.
 BA0126
 BA0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN618143(NAD 83)
 BA0126_MARKER: DD = SURVEY DISK
 BA0126_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0126_SP_SET: UNSPEC ROCK
 BA0126_STAMPING: 2053 MARFA 1903 RESET 1943
 BA0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0126
 BA0126  HISTORY     - Date     Condition        Report By
 BA0126  HISTORY     - 1943     MONUMENTED       USGS
 BA0126  HISTORY     - 1958     GOOD             NGS
 BA0126
 BA0126                          STATION DESCRIPTION
 BA0126
 BA0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0126'17.3 MI SE FROM CASTOLON.
 BA0126'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0126'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD.  IN THE
 BA0126'TOP OF A SMALL ROCK PROJECTING 6 INCHES, 25 FEET NORTH OF THE CENTER
 BA0126'LINE OF THE ROAD, ON THE EAST SLOPE OF A HILL, 82 FEET WEST OF THE
 BA0126'CENTER OF THE CROSSING OF A DRAW, 3 FEET SOUTH OF A WHITE WOODEN
 BA0126'WITNESS POST, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0212 ***********************************************************************
 CR0212  DESIGNATION -  206
 CR0212  PID         -  CR0212
 CR0212  STATE/COUNTY-  TX/GREGG
 CR0212  USGS QUAD   -  LAKEPORT (1983)
 CR0212
 CR0212                         *CURRENT SURVEY CONTROL
 CR0212  ___________________________________________________________________
 CR0212* NAD 83(1986)-  32 29 05.     (N)    094 42 20.     (W)     SCALED    
 CR0212* NAVD 88     -        99.19   (+/-2cm)     325.4    (feet)  VERTCON   
 CR0212  ___________________________________________________________________
 CR0212  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CR0212
 CR0212  VERT ORDER  -  ? (See Below)
 CR0212
 CR0212.The horizontal coordinates were scaled from a topographic map and have
 CR0212.an estimated accuracy of +/- 6 seconds.
 CR0212
 CR0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0212.The vertical order pertains to the NGVD 29 superseded value.
 CR0212
 CR0212.The geoid height was determined by GEOID03.
 CR0212
 CR0212;                    North         East    Units  Estimated Accuracy
 CR0212;SPC TXNC     - 2,097,160.      956,540.      MT  (+/- 180 meters Scaled)
 CR0212
 CR0212                          SUPERSEDED SURVEY CONTROL
 CR0212
 CR0212  NGVD 29 (??/??/92)   99.217  (m)          325.51   (f) ADJ UNCH    ?  
 CR0212
 CR0212.Superseded values are not recommended for survey control.
 CR0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0212.See file dsdata.txt to determine how the superseded data were derived.
 CR0212
 CR0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR397954(NAD 83)
 CR0212_MARKER: Z = SEE DESCRIPTION
 CR0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0212_SP_SET: RAIL
 CR0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0212
 CR0212  HISTORY     - Date     Condition        Report By
 CR0212  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0212  HISTORY     - 1934     GOOD             NGS
 CR0212
 CR0212                          STATION DESCRIPTION
 CR0212
 CR0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0212'1.6 MI SE FROM LONGVIEW.
 CR0212'1.6 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0212'LONGVIEW, GREGG COUNTY, AND NEAR MILEPOST 206.  THE TOP OF A VERTICAL
 CR0212'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0213 ***********************************************************************
 CR0213  DESIGNATION -  207
 CR0213  PID         -  CR0213
 CR0213  STATE/COUNTY-  TX/GREGG
 CR0213  USGS QUAD   -  LAKEPORT (1983)
 CR0213
 CR0213                         *CURRENT SURVEY CONTROL
 CR0213  ___________________________________________________________________
 CR0213* NAD 83(1986)-  32 29 38.     (N)    094 43 08.     (W)     SCALED    
 CR0213* NAVD 88     -       104.798  (meters)     343.82   (feet)  ADJUSTED  
 CR0213  ___________________________________________________________________
 CR0213  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR0213  DYNAMIC HT  -         104.678 (meters)     343.43  (feet)  COMP
 CR0213  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 CR0213
 CR0213  VERT ORDER  -  SECOND    CLASS 0
 CR0213
 CR0213.The horizontal coordinates were scaled from a topographic map and have
 CR0213.an estimated accuracy of +/- 6 seconds.
 CR0213
 CR0213.The orthometric height was determined by differential leveling
 CR0213.and adjusted by the National Geodetic Survey in June 1991..
 CR0213
 CR0213.The geoid height was determined by GEOID03.
 CR0213
 CR0213.The dynamic height is computed by dividing the NAVD 88
 CR0213.geopotential number by the normal gravity value computed on the
 CR0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0213.degrees latitude (g = 980.6199 gals.).
 CR0213
 CR0213.The modeled gravity was interpolated from observed gravity values.
 CR0213
 CR0213;                    North         East    Units  Estimated Accuracy
 CR0213;SPC TXNC     - 2,098,130.      955,260.      MT  (+/- 180 meters Scaled)
 CR0213
 CR0213                          SUPERSEDED SURVEY CONTROL
 CR0213
 CR0213  NGVD 29 (??/??/92)  104.829  (m)          343.93   (f) ADJ UNCH    2 0
 CR0213
 CR0213.Superseded values are not recommended for survey control.
 CR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0213.See file dsdata.txt to determine how the superseded data were derived.
 CR0213
 CR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR385964(NAD 83)
 CR0213_MARKER: Z = SEE DESCRIPTION
 CR0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0213_SP_SET: RAIL
 CR0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0213
 CR0213  HISTORY     - Date     Condition        Report By
 CR0213  HISTORY     - UNK      MONUMENTED       ATSFRR
 CR0213  HISTORY     - 1934     GOOD             NGS
 CR0213
 CR0213                          STATION DESCRIPTION
 CR0213
 CR0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CR0213'0.6 MI SE FROM LONGVIEW.
 CR0213'0.6 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CR0213'LONGVIEW, GREGG COUNTY, 10 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 CR0213'AND AT MILEPOST 207.  THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1033 ***********************************************************************
 BY1033  DESIGNATION -  207.645
 BY1033  PID         -  BY1033
 BY1033  STATE/COUNTY-  TX/ANGELINA
 BY1033  USGS QUAD   -  PLATT (1980)
 BY1033
 BY1033                         *CURRENT SURVEY CONTROL
 BY1033  ___________________________________________________________________
 BY1033* NAD 83(1986)-  31 23 09.     (N)    094 31 26.     (W)     SCALED    
 BY1033* NAVD 88     -        62.60   (+/-2cm)     205.4    (feet)  VERTCON   
 BY1033  ___________________________________________________________________
 BY1033  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BY1033
 BY1033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1033
 BY1033.The horizontal coordinates were scaled from a topographic map and have
 BY1033.an estimated accuracy of +/- 6 seconds.
 BY1033
 BY1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1033.The vertical order pertains to the NGVD 29 superseded value.
 BY1033
 BY1033.The geoid height was determined by GEOID03.
 BY1033
 BY1033;                    North         East    Units  Estimated Accuracy
 BY1033;SPC TX C     - 3,205,010.    1,252,280.      MT  (+/- 180 meters Scaled)
 BY1033
 BY1033                          SUPERSEDED SURVEY CONTROL
 BY1033
 BY1033  NGVD 29 (??/??/92)   62.656  (m)          205.56   (f) ADJ UNCH    2 0
 BY1033
 BY1033.Superseded values are not recommended for survey control.
 BY1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1033.See file dsdata.txt to determine how the superseded data were derived.
 BY1033
 BY1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ551733(NAD 83)
 BY1033_MARKER: N = NAIL
 BY1033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1033_SP_SET: TREE
 BY1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1033
 BY1033  HISTORY     - Date     Condition        Report By
 BY1033  HISTORY     - UNK      MONUMENTED       USGS
 BY1033  HISTORY     - 1949     GOOD             NGS
 BY1033  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1033
 BY1033                          STATION DESCRIPTION
 BY1033
 BY1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1033'3.35 MI N FROM EWING.
 BY1033'2.35 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1033'RAILWAY SECTION HOUSE AT EWING, THENCE 1.0 MILE NORTH ALONG A GRADED
 BY1033'DIRT ROAD, 0.1 MILE SOUTH OF A CURVE, AT A JUNCTION WITH A DIM TRAIL
 BY1033'LEADING NORTHEAST, 121.0 FEET NORTHWEST OF THE CENTER OF THE JUNCTION,
 BY1033'43.0 FEET WEST OF THE CENTER LINE OF THE ROAD, A COPPER NAIL AND
 BY1033'WASHER IN THE TOP OF THE NORTHEAST ROOT OF A 20-INCH OAK TREE.
 BY1033
 BY1033                          STATION RECOVERY (1998)
 BY1033
 BY1033'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0259 ***********************************************************************
 EN0259  DESIGNATION -  2077+60
 EN0259  PID         -  EN0259
 EN0259  STATE/COUNTY-  TX/BRISCOE
 EN0259  USGS QUAD   -  LAKE THEO (1967)
 EN0259
 EN0259                         *CURRENT SURVEY CONTROL
 EN0259  ___________________________________________________________________
 EN0259* NAD 83(1986)-  34 23 27.     (N)    101 01 34.     (W)     SCALED    
 EN0259* NAVD 88     -       766.069  (meters)    2513.34   (feet)  ADJUSTED  
 EN0259  ___________________________________________________________________
 EN0259  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EN0259  DYNAMIC HT  -         765.142 (meters)    2510.30  (feet)  COMP
 EN0259  MODELED GRAV-     979,401.6   (mgal)                       NAVD 88
 EN0259
 EN0259  VERT ORDER  -  FIRST     CLASS II
 EN0259
 EN0259.The horizontal coordinates were scaled from a topographic map and have
 EN0259.an estimated accuracy of +/- 6 seconds.
 EN0259
 EN0259.The orthometric height was determined by differential leveling
 EN0259.and adjusted by the National Geodetic Survey in June 1991..
 EN0259
 EN0259.The geoid height was determined by GEOID03.
 EN0259
 EN0259.The dynamic height is computed by dividing the NAVD 88
 EN0259.geopotential number by the normal gravity value computed on the
 EN0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0259.degrees latitude (g = 980.6199 gals.).
 EN0259
 EN0259.The modeled gravity was interpolated from observed gravity values.
 EN0259
 EN0259;                    North         East    Units  Estimated Accuracy
 EN0259;SPC TX N     - 1,043,460.      243,580.      MT  (+/- 180 meters Scaled)
 EN0259
 EN0259                          SUPERSEDED SURVEY CONTROL
 EN0259
 EN0259  NGVD 29 (??/??/92)  765.745  (m)         2512.28   (f) ADJ UNCH    1 2
 EN0259
 EN0259.Superseded values are not recommended for survey control.
 EN0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0259.See file dsdata.txt to determine how the superseded data were derived.
 EN0259
 EN0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD137073(NAD 83)
 EN0259_MARKER: Z = SEE DESCRIPTION
 EN0259_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0259_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0259
 EN0259  HISTORY     - Date     Condition        Report By
 EN0259  HISTORY     - UNK      MONUMENTED       BNRR
 EN0259  HISTORY     - 1933     GOOD             NGS
 EN0259  HISTORY     - 1934     GOOD             NGS
 EN0259
 EN0259                          STATION DESCRIPTION
 EN0259
 EN0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0259'2.8 MI NE FROM QUITAQUE.
 EN0259'2.8 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0259'THE STATION AT QUITAQUE, BRISCOE COUNTY, AT STATION 2077+60 (MILEAGE
 EN0259'276.39), ABOUT 75 FEET SOUTH OF THE TRACK, AND NEAR A ROW OF POLES.
 EN0259'THE TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 4 INCHES ABOVE
 EN0259'GROUND.
 EN0259
 EN0259                          STATION RECOVERY (1934)
 EN0259
 EN0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1935 ***********************************************************************
 CS1935  DESIGNATION -  208 RM 1
 CS1935  PID         -  CS1935
 CS1935  STATE/COUNTY-  TX/TARRANT
 CS1935  USGS QUAD   -  HALTOM CITY (1981)
 CS1935
 CS1935                         *CURRENT SURVEY CONTROL
 CS1935  ___________________________________________________________________
 CS1935* NAD 83(1986)-  32 48 18.     (N)    097 20 36.     (W)     SCALED    
 CS1935* NAVD 88     -       198.544  (meters)     651.39   (feet)  ADJUSTED  
 CS1935  ___________________________________________________________________
 CS1935  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS1935  DYNAMIC HT  -         198.312 (meters)     650.63  (feet)  COMP
 CS1935  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 CS1935
 CS1935  VERT ORDER  -  SECOND    CLASS 0
 CS1935
 CS1935.The horizontal coordinates were scaled from a topographic map and have
 CS1935.an estimated accuracy of +/- 6 seconds.
 CS1935
 CS1935.The orthometric height was determined by differential leveling
 CS1935.and adjusted by the National Geodetic Survey in June 1991..
 CS1935
 CS1935.The geoid height was determined by GEOID03.
 CS1935
 CS1935.The dynamic height is computed by dividing the NAVD 88
 CS1935.geopotential number by the normal gravity value computed on the
 CS1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1935.degrees latitude (g = 980.6199 gals.).
 CS1935
 CS1935.The modeled gravity was interpolated from observed gravity values.
 CS1935
 CS1935;                    North         East    Units  Estimated Accuracy
 CS1935;SPC TXNC     - 2,126,830.      708,320.      MT  (+/- 180 meters Scaled)
 CS1935
 CS1935                          SUPERSEDED SURVEY CONTROL
 CS1935
 CS1935  NGVD 29 (??/??/92)  198.530  (m)          651.34   (f) ADJ UNCH    2 0
 CS1935
 CS1935.Superseded values are not recommended for survey control.
 CS1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1935.See file dsdata.txt to determine how the superseded data were derived.
 CS1935
 CS1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB551308(NAD 83)
 CS1935_MARKER: DR = REFERENCE MARK DISK
 CS1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1935_STAMPING: 208 NO 1 1935
 CS1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1935+STABILITY: SURFACE MOTION
 CS1935
 CS1935  HISTORY     - Date     Condition        Report By
 CS1935  HISTORY     - 1935     MONUMENTED       CGS
 CS1935  HISTORY     - 1962     GOOD             NGS
 CS1935  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1935  HISTORY     - 19960217 GOOD             USPSQD
 CS1935
 CS1935                          STATION DESCRIPTION
 CS1935
 CS1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1935'IN FORT WORTH.
 CS1935'AT FORT WORTH, TARRANT COUNTY, IN THE NORTH PART OF THE CITY, AT THE
 CS1935'INTERSECTION OF NORTH ELM STREET AND EAST THIRTY-THIRD STREET, 103
 CS1935'FEET NORTH OF THE CENTERLINE OF EAST THIRTY-THIRD STREET, 30 FEET EAST
 CS1935'OF THE CENTERLINE OF NORTH ELM STREET, 1 FOOT WEST OF A CONCRETE WALK,
 CS1935'AND LEVEL WITH NORTH ELM STREET.  A STANDARD REFERENCE MARK DISK,
 CS1935'STAMPED 208 NO 1 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CS1935'THE GROUND.
 CS1935
 CS1935                          STATION RECOVERY (1990)
 CS1935
 CS1935'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS1935'MARK NOT FOUND.
 CS1935
 CS1935                          STATION RECOVERY (1996)
 CS1935
 CS1935'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1936 ***********************************************************************
 CS1936  DESIGNATION -  208 RM 2
 CS1936  PID         -  CS1936
 CS1936  STATE/COUNTY-  TX/TARRANT
 CS1936  USGS QUAD   -  HALTOM CITY (1981)
 CS1936
 CS1936                         *CURRENT SURVEY CONTROL
 CS1936  ___________________________________________________________________
 CS1936* NAD 83(1986)-  32 48 17.     (N)    097 20 37.     (W)     SCALED    
 CS1936* NAVD 88     -       197.384  (meters)     647.58   (feet)  ADJUSTED  
 CS1936  ___________________________________________________________________
 CS1936  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS1936  DYNAMIC HT  -         197.153 (meters)     646.83  (feet)  COMP
 CS1936  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 CS1936
 CS1936  VERT ORDER  -  SECOND    CLASS 0
 CS1936
 CS1936.The horizontal coordinates were scaled from a topographic map and have
 CS1936.an estimated accuracy of +/- 6 seconds.
 CS1936
 CS1936.The orthometric height was determined by differential leveling
 CS1936.and adjusted by the National Geodetic Survey in June 1991..
 CS1936
 CS1936.The geoid height was determined by GEOID03.
 CS1936
 CS1936.The dynamic height is computed by dividing the NAVD 88
 CS1936.geopotential number by the normal gravity value computed on the
 CS1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1936.degrees latitude (g = 980.6199 gals.).
 CS1936
 CS1936.The modeled gravity was interpolated from observed gravity values.
 CS1936
 CS1936;                    North         East    Units  Estimated Accuracy
 CS1936;SPC TXNC     - 2,126,800.      708,290.      MT  (+/- 180 meters Scaled)
 CS1936
 CS1936                          SUPERSEDED SURVEY CONTROL
 CS1936
 CS1936  NGVD 29 (??/??/92)  197.370  (m)          647.54   (f) ADJ UNCH    2 0
 CS1936
 CS1936.Superseded values are not recommended for survey control.
 CS1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1936.See file dsdata.txt to determine how the superseded data were derived.
 CS1936
 CS1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB550308(NAD 83)
 CS1936_MARKER: DR = REFERENCE MARK DISK
 CS1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1936_STAMPING: 208 NO 2 1935
 CS1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1936+STABILITY: SURFACE MOTION
 CS1936
 CS1936  HISTORY     - Date     Condition        Report By
 CS1936  HISTORY     - 1935     MONUMENTED       CGS
 CS1936  HISTORY     - 1962     GOOD             NGS
 CS1936  HISTORY     - 1990     GOOD             USPSQD
 CS1936  HISTORY     - 19960217 GOOD             USPSQD
 CS1936  HISTORY     - 20020607 GOOD             INDIV
 CS1936
 CS1936                          STATION DESCRIPTION
 CS1936
 CS1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1936'IN FORT WORTH.
 CS1936'AT FORT WORTH, TARRANT COUNTY, IN THE NORTH PART OF THE CITY, AT THE
 CS1936'INTERSECTION OF NORTH ELM STREET AND EAST THIRTY-THIRD STREET, 197
 CS1936'FEET SOUTH OF THE CENTERLINE OF EAST THIRTY-THIRD STREET, 33 FEET WEST
 CS1936'OF THE CENTERLINE OF NORTH ELM STREET.  1.5 FEET EAST OF A CONCRETE
 CS1936'WALK, AND LEVEL WITH NORTH ELM STREET.  A STANDARD REFERENCE MARK
 CS1936'DISK, STAMPED NO 208 NO 2 1935 AND SET IN THE TOP OF A CONCRETE POST
 CS1936'FLUSH WITH THE GROUND.
 CS1936
 CS1936                          STATION RECOVERY (1990)
 CS1936
 CS1936'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS1936'RECOVERED IN GOOD CONDITION.
 CS1936
 CS1936                          STATION RECOVERY (1996)
 CS1936
 CS1936'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1936'RECOVERED IN GOOD CONDITION.
 CS1936
 CS1936                          STATION RECOVERY (2002)
 CS1936
 CS1936'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1936'N32 48.276 W097 20.637 GPS WGS84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0205 ***********************************************************************
 CU0205  DESIGNATION -  2082
 CU0205  PID         -  CU0205
 CU0205  STATE/COUNTY-  TX/NOLAN
 CU0205  USGS QUAD   -  BLACKWELL (1987)
 CU0205
 CU0205                         *CURRENT SURVEY CONTROL
 CU0205  ___________________________________________________________________
 CU0205* NAD 83(1986)-  32 05 46.     (N)    100 19 48.     (W)     SCALED    
 CU0205* NAVD 88     -       634.719  (meters)    2082.41   (feet)  ADJUSTED  
 CU0205  ___________________________________________________________________
 CU0205  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CU0205  DYNAMIC HT  -         633.879 (meters)    2079.65  (feet)  COMP
 CU0205  MODELED GRAV-     979,295.1   (mgal)                       NAVD 88
 CU0205
 CU0205  VERT ORDER  -  SECOND    CLASS 0
 CU0205
 CU0205.The horizontal coordinates were scaled from a topographic map and have
 CU0205.an estimated accuracy of +/- 6 seconds.
 CU0205
 CU0205.The orthometric height was determined by differential leveling
 CU0205.and adjusted by the National Geodetic Survey in June 1991..
 CU0205
 CU0205.The geoid height was determined by GEOID03.
 CU0205
 CU0205.The dynamic height is computed by dividing the NAVD 88
 CU0205.geopotential number by the normal gravity value computed on the
 CU0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0205.degrees latitude (g = 980.6199 gals.).
 CU0205
 CU0205.The modeled gravity was interpolated from observed gravity values.
 CU0205
 CU0205;                    North         East    Units  Estimated Accuracy
 CU0205;SPC TXNC     - 2,049,130.      427,270.      MT  (+/- 180 meters Scaled)
 CU0205
 CU0205                          SUPERSEDED SURVEY CONTROL
 CU0205
 CU0205  NGVD 29 (??/??/92)  634.528  (m)         2081.78   (f) ADJ UNCH    2 0
 CU0205
 CU0205.Superseded values are not recommended for survey control.
 CU0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0205.See file dsdata.txt to determine how the superseded data were derived.
 CU0205
 CU0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA745518(NAD 83)
 CU0205_MARKER: P = PIPE CAP
 CU0205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0205_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0205_STAMPING: 2081.781 2082 1921
 CU0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0205
 CU0205  HISTORY     - Date     Condition        Report By
 CU0205  HISTORY     - 1921     MONUMENTED       USGS
 CU0205  HISTORY     - 1958     GOOD             NGS
 CU0205
 CU0205                          STATION DESCRIPTION
 CU0205
 CU0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0205'0.9 MI N FROM BLACKWELL.
 CU0205'0.9 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0205'STATION AT BLACKWELL, NOLAN COUNTY, 150 YARDS SOUTH OF MILEPOST 670,
 CU0205'AT A ROAD CROSSING, 22 FEET EAST OF THE CENTERLINE OF THE TRACK, 15
 CU0205'FEET NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET NORTH OF A
 CU0205'CROSSING-WARNING SIGN, AND 2 FEET SOUTH OF THE EAST-AND-WEST FENCE. A
 CU0205'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2081.781 2082
 CU0205'1921 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.  NOTE-- IT IS 7
 CU0205'FEET EAST-NORTHEAST OF A RAILROAD CROSSING SIGN AND 1 1/2 FEET SOUTH
 CU0205'OF A FENCE.  THE TOP OF THE CAP IS ABOUT FLUSH WITH THE SURFACE OF THE
 CU0205'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0377 ***********************************************************************
 BN0377  DESIGNATION -  2086.1
 BN0377  PID         -  BN0377
 BN0377  STATE/COUNTY-  TX/MENARD
 BN0377  USGS QUAD   -  SPOON DRAW (1970)
 BN0377
 BN0377                         *CURRENT SURVEY CONTROL
 BN0377  ___________________________________________________________________
 BN0377* NAD 83(1986)-  30 48 45.     (N)    099 50 18.     (W)     SCALED    
 BN0377* NAVD 88     -       636.786  (meters)    2089.19   (feet)  POSTED    
 BN0377  ___________________________________________________________________
 BN0377  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 BN0377  DYNAMIC HT  -         635.890 (meters)    2086.25  (feet)  COMP
 BN0377  MODELED GRAV-     979,211.0   (mgal)                       NAVD 88
 BN0377
 BN0377  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0377
 BN0377.The horizontal coordinates were scaled from a topographic map and have
 BN0377.an estimated accuracy of +/- 6 seconds.
 BN0377
 BN0377.The orthometric height was determined by differential leveling
 BN0377.and adjusted by the National Geodetic Survey in 1992..
 BN0377.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0377.rate of 0.0 thru 1.0 mm/km.
 BN0377
 BN0377.The geoid height was determined by GEOID03.
 BN0377
 BN0377.The dynamic height is computed by dividing the NAVD 88
 BN0377.geopotential number by the normal gravity value computed on the
 BN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0377.degrees latitude (g = 980.6199 gals.).
 BN0377
 BN0377.The modeled gravity was interpolated from observed gravity values.
 BN0377
 BN0377;                    North         East    Units  Estimated Accuracy
 BN0377;SPC TX C     - 3,127,130.      747,360.      MT  (+/- 180 meters Scaled)
 BN0377
 BN0377                          SUPERSEDED SURVEY CONTROL
 BN0377
 BN0377  NGVD 29 (??/??/92)  636.717  (m)         2088.96   (f) ADJ UNCH    1 2
 BN0377
 BN0377.Superseded values are not recommended for survey control.
 BN0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0377.See file dsdata.txt to determine how the superseded data were derived.
 BN0377
 BN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV198091(NAD 83)
 BN0377_MARKER: N = NAIL
 BN0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0377_SP_SET: OAK TREE
 BN0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0377
 BN0377  HISTORY     - Date     Condition        Report By
 BN0377  HISTORY     - UNK      MONUMENTED       USGS
 BN0377  HISTORY     - 1931     GOOD             NGS
 BN0377  HISTORY     - 1935     GOOD             NGS
 BN0377  HISTORY     - 19981226 MARK NOT FOUND   USPSQD
 BN0377
 BN0377                          STATION DESCRIPTION
 BN0377
 BN0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0377'8.8 MI S FROM MENARD.
 BN0377'8.8 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MENARD, MENARD COUNTY, AT A
 BN0377'SIGN MENARD 9 MILES, 5 FEET WEST OF A FENCE, AND IN THE ROOT OF A
 BN0377'12-INCH LIVE OAK TREE MARKED WITH THE PAINTED LETTERS USBM 2086.1.  A
 BN0377'U. S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 BN0377
 BN0377                          STATION RECOVERY (1935)
 BN0377
 BN0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0377'RECOVERED IN GOOD CONDITION.
 BN0377
 BN0377                          STATION RECOVERY (1998)
 BN0377
 BN0377'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0376 ***********************************************************************
 BM0376  DESIGNATION -  209 A
 BM0376  PID         -  BM0376
 BM0376  STATE/COUNTY-  TX/BELL
 BM0376  USGS QUAD   -  LITTLE RIVER (1978)
 BM0376
 BM0376                         *CURRENT SURVEY CONTROL
 BM0376  ___________________________________________________________________
 BM0376* NAD 83(1986)-  30 58 51.     (N)    097 16 12.     (W)     SCALED    
 BM0376* NAVD 88     -       160.66   (+/-2cm)     527.1    (feet)  VERTCON   
 BM0376  ___________________________________________________________________
 BM0376  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BM0376
 BM0376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0376
 BM0376.The horizontal coordinates were scaled from a topographic map and have
 BM0376.an estimated accuracy of +/- 6 seconds.
 BM0376
 BM0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0376.The vertical order pertains to the NGVD 29 superseded value.
 BM0376
 BM0376.The geoid height was determined by GEOID03.
 BM0376
 BM0376;                    North         East    Units  Estimated Accuracy
 BM0376;SPC TX C     - 3,149,710.      992,550.      MT  (+/- 180 meters Scaled)
 BM0376
 BM0376                          SUPERSEDED SURVEY CONTROL
 BM0376
 BM0376  NGVD 29 (??/??/92)  160.589  (m)          526.87   (f) ADJ UNCH    2 0
 BM0376
 BM0376.Superseded values are not recommended for survey control.
 BM0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0376.See file dsdata.txt to determine how the superseded data were derived.
 BM0376
 BM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV652287(NAD 83)
 BM0376_MARKER: B = BOLT
 BM0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0376_SP_SET: CONCRETE BASE
 BM0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0376
 BM0376  HISTORY     - Date     Condition        Report By
 BM0376  HISTORY     - UNK      MONUMENTED       CGS
 BM0376  HISTORY     - 1935     GOOD             NGS
 BM0376  HISTORY     - 19910402 GOOD             USPSQD
 BM0376  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0376
 BM0376                          STATION DESCRIPTION
 BM0376
 BM0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BM0376'3.2 MI SE FROM HEIDENHEIMER.
 BM0376'3.2 MILES SE OF AND ALONG THE SANTE FE R R A BOLT SET IN THE NORTH
 BM0376'HEADWALL OF CULVERT NO. 209 A.
 BM0376
 BM0376                          STATION RECOVERY (1991)
 BM0376
 BM0376'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0376'RECOVERED IN GOOD CONDITION.
 BM0376
 BM0376                          STATION RECOVERY (2001)
 BM0376
 BM0376'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0123 ***********************************************************************
 BA0123  DESIGNATION -  2092.39
 BA0123  PID         -  BA0123
 BA0123  STATE/COUNTY-  TX/BREWSTER
 BA0123  USGS QUAD   -  REED CAMP (1971)
 BA0123
 BA0123                         *CURRENT SURVEY CONTROL
 BA0123  ___________________________________________________________________
 BA0123* NAD 83(1986)-  29 01 33.     (N)    103 22 15.     (W)     SCALED    
 BA0123* NAVD 88     -       637.944  (meters)    2092.99   (feet)  ADJUSTED  
 BA0123  ___________________________________________________________________
 BA0123  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 BA0123  DYNAMIC HT  -         636.914 (meters)    2089.61  (feet)  COMP
 BA0123  MODELED GRAV-     979,009.2   (mgal)                       NAVD 88
 BA0123
 BA0123  VERT ORDER  -  FIRST     CLASS II
 BA0123
 BA0123.The horizontal coordinates were scaled from a topographic map and have
 BA0123.an estimated accuracy of +/- 6 seconds.
 BA0123
 BA0123.The orthometric height was determined by differential leveling
 BA0123.and adjusted by the National Geodetic Survey in June 1991..
 BA0123
 BA0123.The geoid height was determined by GEOID03.
 BA0123
 BA0123.The dynamic height is computed by dividing the NAVD 88
 BA0123.geopotential number by the normal gravity value computed on the
 BA0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0123.degrees latitude (g = 980.6199 gals.).
 BA0123
 BA0123.The modeled gravity was interpolated from observed gravity values.
 BA0123
 BA0123;                    North         East    Units  Estimated Accuracy
 BA0123;SPC TXSC     - 4,140,120.      174,370.      MT  (+/- 180 meters Scaled)
 BA0123
 BA0123                          SUPERSEDED SURVEY CONTROL
 BA0123
 BA0123  NGVD 29 (??/??/92)  637.553  (m)         2091.71   (f) ADJ UNCH    1 2
 BA0123
 BA0123.Superseded values are not recommended for survey control.
 BA0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0123.See file dsdata.txt to determine how the superseded data were derived.
 BA0123
 BA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN586119(NAD 83)
 BA0123_MARKER: DD = SURVEY DISK
 BA0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0123_STAMPING: ELEV 2092.39
 BA0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0123+STABILITY: SURFACE MOTION
 BA0123
 BA0123  HISTORY     - Date     Condition        Report By
 BA0123  HISTORY     - UNK      MONUMENTED       IBC
 BA0123  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0123  HISTORY     - 1971     MARK NOT FOUND   USGS
 BA0123  HISTORY     - 1971     MARK NOT FOUND   USGS
 BA0123
 BA0123                          STATION DESCRIPTION
 BA0123
 BA0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0123'IN JOHNSONS RANCH.
 BA0123'143 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE ADOBE HOUSE,
 BA0123'81.7 FEET NORTH OF A TELEPHONE POLE, AND NEAR THE JUNCTION OF TWO
 BA0123'ROADS LEADING TO THE MAIN-TRAVELED ROAD TO CASTOLON.  A DISK, STAMPED
 BA0123'ELEV 2092.39 AND SET IN THE TOP OF A CONCRETE POST.
 BA0123
 BA0123                          STATION RECOVERY (1971)
 BA0123
 BA0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BA0123'MARK NOT FOUND.
 BA0123
 BA0123                          STATION RECOVERY (1971)
 BA0123
 BA0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BA0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0663 ***********************************************************************
 BN0663  DESIGNATION -  2096
 BN0663  PID         -  BN0663
 BN0663  STATE/COUNTY-  TX/GILLESPIE
 BN0663  USGS QUAD   -  CRABAPPLE (1967)
 BN0663
 BN0663                         *CURRENT SURVEY CONTROL
 BN0663  ___________________________________________________________________
 BN0663* NAD 83(1993)-  30 23 15.48275(N)    098 51 45.58131(W)     ADJUSTED  
 BN0663* NAVD 88     -       637.00   (+/-2cm)    2089.9    (feet)  VERTCON   
 BN0663  ___________________________________________________________________
 BN0663  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 BN0663  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BN0663
 BN0663  HORZ ORDER  -  SECOND
 BN0663  VERT ORDER  -  THIRD ? (See Below)
 BN0663
 BN0663.The horizontal coordinates were established by classical geodetic methods
 BN0663.and adjusted by the National Geodetic Survey in February 1996..
 BN0663
 BN0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0663.The vertical order pertains to the NGVD 29 superseded value.
 BN0663
 BN0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0663
 BN0663.The geoid height was determined by GEOID03.
 BN0663
 BN0663;                    North         East     Units Scale Factor Converg.
 BN0663;SPC TX C     - 3,080,858.120   841,332.152   MT  0.99993871   +0 45 26.9
 BN0663;SPC TX C     -10,107,782.02  2,760,270.57   sFT  0.99993871   +0 45 26.9
 BN0663;UTM  14      - 3,361,747.619   513,194.207   MT  0.99960215   +0 04 10.1
 BN0663
 BN0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0663!SPC TX C     -   0.99990348  x   0.99993871  =   0.99984219
 BN0663!UTM  14      -   0.99990348  x   0.99960215  =   0.99950566
 BN0663
 BN0663                          SUPERSEDED SURVEY CONTROL
 BN0663
 BN0663  NAD 83(1986)-  30 23 15.49276(N)    098 51 45.56770(W) AD(       ) 2
 BN0663  NAD 27      -  30 23 14.78240(N)    098 51 44.41590(W) AD(       ) 2
 BN0663  NGVD 29 (07/19/86)  636.93   (m)         2089.7    (f) LEVELING    3  
 BN0663
 BN0663.Superseded values are not recommended for survey control.
 BN0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0663.See file dsdata.txt to determine how the superseded data were derived.
 BN0663
 BN0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1319461748(NAD 83)
 BN0663_MARKER: P = PIPE CAP
 BN0663_SETTING: 0 = UNSPECIFIED SETTING
 BN0663
 BN0663  HISTORY     - Date     Condition        Report By
 BN0663  HISTORY     - 1956     MONUMENTED       CGS
 BN0663  HISTORY     - 19930804 GOOD             USPSQD
 BN0663  HISTORY     - 19960309 GOOD             USPSQD
 BN0663
 BN0663                          STATION DESCRIPTION
 BN0663
 BN0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0663'THE STATION IS ABOUT 7-3/4 MILES NORTH OF FREDERICKSBURG,
 BN0663'ON THE RIGHT-OF-WAY OF FARM ROAD 965.  IT IS 28 FEET WEST OF
 BN0663'THE CENTER OF THE ROAD AND 13 FEET EAST OF A FENCE.  THE MARK
 BN0663'IS A BRONZE BENCH MARK CAP FASTENED TO THE TOP OF A 3-INCH IRON
 BN0663'PIPE THAT PROJECTS 18 INCHES.  THE CAP IS STAMPED 2096-SA-44.
 BN0663'THIS MARK BEARS NO NAME OR DESIGNATION.  A TRAVERSE CONNECTION
 BN0663'WAS MADE TO THIS MARK FROM TRIANGULATION STATION GILL AND THE
 BN0663'DISTANCE WAS FOUND TO BE 69.29 FEET OR 21.120 METERS.
 BN0663
 BN0663                          STATION RECOVERY (1993)
 BN0663
 BN0663'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0663'RECOVERED IN GOOD CONDITION.
 BN0663
 BN0663                          STATION RECOVERY (1996)
 BN0663
 BN0663'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2130 ***********************************************************************
 BX2130  DESIGNATION -  209.81 GCSFRC
 BX2130  PID         -  BX2130
 BX2130  STATE/COUNTY-  TX/JASPER
 BX2130  USGS QUAD   -  HARRISBURG (1984)
 BX2130
 BX2130                         *CURRENT SURVEY CONTROL
 BX2130  ___________________________________________________________________
 BX2130* NAD 83(1986)-  31 07 09.     (N)    093 58 09.     (W)     SCALED    
 BX2130* NAVD 88     -        64.18   (+/-2cm)     210.6    (feet)  VERTCON   
 BX2130  ___________________________________________________________________
 BX2130  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BX2130
 BX2130  VERT ORDER  -  ? (See Below)
 BX2130
 BX2130.The horizontal coordinates were scaled from a topographic map and have
 BX2130.an estimated accuracy of +/- 6 seconds.
 BX2130
 BX2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2130.The vertical order pertains to the NGVD 29 superseded value.
 BX2130
 BX2130.The geoid height was determined by GEOID03.
 BX2130
 BX2130;                    North         East    Units  Estimated Accuracy
 BX2130;SPC TX C     - 3,178,380.    1,306,650.      MT  (+/- 180 meters Scaled)
 BX2130
 BX2130                          SUPERSEDED SURVEY CONTROL
 BX2130
 BX2130  NGVD 29 (??/??/??)   64.187  (m)          210.59   (f) ADJUSTED    ?  
 BX2130
 BX2130.Superseded values are not recommended for survey control.
 BX2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2130.See file dsdata.txt to determine how the superseded data were derived.
 BX2130
 BX2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ075432(NAD 83)
 BX2130_MARKER: Z = SEE DESCRIPTION
 BX2130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2130_SP_SET: RAIL
 BX2130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2130
 BX2130  HISTORY     - Date     Condition        Report By
 BX2130  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2130  HISTORY     - 1932     GOOD             CGS
 BX2130  HISTORY     - 1934     GOOD             CGS
 BX2130
 BX2130                          STATION DESCRIPTION
 BX2130
 BX2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX2130'2.7 MI S FROM BROOKELAND.
 BX2130'2.7 MILES SOUTH OF THE STATION AT BROOKELAND ON THE G.C. AND S.F.R.R.,
 BX2130'VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION 209.81
 BX2130'FEET, 25 FEET WEST OF THE TRACK, 3 FEET NORTHWEST OF MILE POLE NO. 88,
 BX2130'45 FEET SOUTHWEST OF MILE RAIL NO. 88.
 BX2130
 BX2130                          STATION RECOVERY (1934)
 BX2130
 BX2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BX2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0095 ***********************************************************************
 CU0095  DESIGNATION -  2099.4
 CU0095  PID         -  CU0095
 CU0095  STATE/COUNTY-  TX/NOLAN
 CU0095  USGS QUAD   -  BUSBY (1969)
 CU0095
 CU0095                         *CURRENT SURVEY CONTROL
 CU0095  ___________________________________________________________________
 CU0095* NAD 83(1986)-  32 31 20.     (N)    100 25 22.     (W)     SCALED    
 CU0095* NAVD 88     -       640.124  (meters)    2100.14   (feet)  ADJUSTED  
 CU0095  ___________________________________________________________________
 CU0095  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CU0095  DYNAMIC HT  -         639.277 (meters)    2097.36  (feet)  COMP
 CU0095  MODELED GRAV-     979,294.4   (mgal)                       NAVD 88
 CU0095
 CU0095  VERT ORDER  -  FIRST     CLASS II
 CU0095
 CU0095.The horizontal coordinates were scaled from a topographic map and have
 CU0095.an estimated accuracy of +/- 6 seconds.
 CU0095
 CU0095.The orthometric height was determined by differential leveling
 CU0095.and adjusted by the National Geodetic Survey in June 1991..
 CU0095
 CU0095.The geoid height was determined by GEOID03.
 CU0095
 CU0095.The dynamic height is computed by dividing the NAVD 88
 CU0095.geopotential number by the normal gravity value computed on the
 CU0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0095.degrees latitude (g = 980.6199 gals.).
 CU0095
 CU0095.The modeled gravity was interpolated from observed gravity values.
 CU0095
 CU0095;                    North         East    Units  Estimated Accuracy
 CU0095;SPC TXNC     - 2,096,530.      419,370.      MT  (+/- 180 meters Scaled)
 CU0095
 CU0095                          SUPERSEDED SURVEY CONTROL
 CU0095
 CU0095  NGVD 29 (??/??/92)  639.899  (m)         2099.40   (f) ADJ UNCH    1 2
 CU0095
 CU0095.Superseded values are not recommended for survey control.
 CU0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0095.See file dsdata.txt to determine how the superseded data were derived.
 CU0095
 CU0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA663992(NAD 83)
 CU0095_MARKER: B = BOLT
 CU0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0095_SP_SET: PIER
 CU0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0095
 CU0095  HISTORY     - Date     Condition        Report By
 CU0095  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0095  HISTORY     - 1958     GOOD             NGS
 CU0095  HISTORY     - 1964     GOOD             NGS
 CU0095
 CU0095                          STATION DESCRIPTION
 CU0095
 CU0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0095'4.8 MI NW FROM SWEETWATER.
 CU0095'4.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0095'SWEETWATER, NOLAN COUNTY, 1/4 MILE SOUTHEAST OF MILEPOST 791, AT
 CU0095'BRIDGE 791A, IN THE TOP OF THE SOUTHEAST PIER, AND ON THE NORTHEAST
 CU0095'SIDE OF THE TRACK.  NOTE-- IT IS AT A BRIDGE WITH IRON BANNISTERS.
 CU0095
 CU0095                          STATION RECOVERY (1964)
 CU0095
 CU0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CU0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0502 ***********************************************************************
 AB0502  DESIGNATION -  21
 AB0502  PID         -  AB0502
 AB0502  STATE/COUNTY-  TX/WILLACY
 AB0502  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0502
 AB0502                         *CURRENT SURVEY CONTROL
 AB0502  ___________________________________________________________________
 AB0502* NAD 83(1986)-  26 28 51.     (N)    097 38 22.     (W)     SCALED    
 AB0502* NAVD 88     -         6.439  (meters)      21.13   (feet)  ADJUSTED  
 AB0502  ___________________________________________________________________
 AB0502  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AB0502  DYNAMIC HT  -           6.429 (meters)      21.09  (feet)  COMP
 AB0502  MODELED GRAV-     979,056.8   (mgal)                       NAVD 88
 AB0502
 AB0502  VERT ORDER  -  SECOND    CLASS 0
 AB0502
 AB0502.The horizontal coordinates were scaled from a topographic map and have
 AB0502.an estimated accuracy of +/- 6 seconds.
 AB0502
 AB0502.The orthometric height was determined by differential leveling
 AB0502.and adjusted by the National Geodetic Survey in June 1991..
 AB0502
 AB0502.The geoid height was determined by GEOID03.
 AB0502
 AB0502.The dynamic height is computed by dividing the NAVD 88
 AB0502.geopotential number by the normal gravity value computed on the
 AB0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0502.degrees latitude (g = 980.6199 gals.).
 AB0502
 AB0502.The modeled gravity was interpolated from observed gravity values.
 AB0502
 AB0502;                    North         East    Units  Estimated Accuracy
 AB0502;SPC TX S     - 5,090,500.      385,800.      MT  (+/- 180 meters Scaled)
 AB0502
 AB0502                          SUPERSEDED SURVEY CONTROL
 AB0502
 AB0502  NGVD 29 (??/??/92)    6.504  (m)           21.34   (f) ADJ UNCH    2 0
 AB0502
 AB0502.Superseded values are not recommended for survey control.
 AB0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0502.See file dsdata.txt to determine how the superseded data were derived.
 AB0502
 AB0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ356296(NAD 83)
 AB0502_MARKER: P = PIPE CAP
 AB0502_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB0502_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB0502_STAMPING: PRIM. TRAV. STA. NO. 2 21
 AB0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0502
 AB0502  HISTORY     - Date     Condition        Report By
 AB0502  HISTORY     - UNK      MONUMENTED       USGS
 AB0502  HISTORY     - 1942     GOOD             NGS
 AB0502  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0502  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0502  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AB0502
 AB0502                          STATION DESCRIPTION
 AB0502
 AB0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0502'8.9 MI E FROM RAYMONDVILLE.
 AB0502'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0502'PROCEED EASTERLY ON STATE HIGHWAY NO. 186 AND GO 8.9 MILES TO THE
 AB0502'INTERSECTION OF THE OLD ROAD TO SAN PERLITA AND SITE OF BENCH MARK.
 AB0502'BENCH MARK IS 24.0 FEET NORTH OF AND ABOUT 0.2 FOOT ABOVE THE
 AB0502'CENTERLINE OF THE EAST-WEST ROAD, 24.0 FEET EAST OF THE CENTERLINE OF
 AB0502'THE OLD PAVEMENT LEADING NORTH, AND 0.5 FOOT SOUTHWEST OF THE
 AB0502'NORTHEAST EDGE OF THE PAVEMENT.  A UNITED STATES GEOLOGICAL SURVEY
 AB0502'BRONZE CAP ON TOP OF A THREE-INCH IRON PIPE, AND STAMPED PRIM TRAV STA
 AB0502'NO 2 21.
 AB0502
 AB0502                          STATION RECOVERY (1987)
 AB0502
 AB0502'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0502'MARK NOT FOUND.
 AB0502
 AB0502                          STATION RECOVERY (1988)
 AB0502
 AB0502'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0502'MARK NOT FOUND.
 AB0502
 AB0502                          STATION RECOVERY (1989)
 AB0502
 AB0502'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEC)
 AB0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0324 ***********************************************************************
 BL0324  DESIGNATION -  21
 BL0324  PID         -  BL0324
 BL0324  STATE/COUNTY-  TX/HARDIN
 BL0324  USGS QUAD   -  SILSBEE (1984)
 BL0324
 BL0324                         *CURRENT SURVEY CONTROL
 BL0324  ___________________________________________________________________
 BL0324* NAD 83(1986)-  30 20 57.     (N)    094 10 19.     (W)     SCALED    
 BL0324* NAVD 88     -        22.86   (+/-2cm)      75.0    (feet)  VERTCON   
 BL0324  ___________________________________________________________________
 BL0324  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0324
 BL0324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0324
 BL0324.The horizontal coordinates were scaled from a topographic map and have
 BL0324.an estimated accuracy of +/- 6 seconds.
 BL0324
 BL0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0324.The vertical order pertains to the NGVD 29 superseded value.
 BL0324
 BL0324.The geoid height was determined by GEOID03.
 BL0324
 BL0324;                    North         East    Units  Estimated Accuracy
 BL0324;SPC TX C     - 3,092,060.    1,292,060.      MT  (+/- 180 meters Scaled)
 BL0324
 BL0324                          SUPERSEDED SURVEY CONTROL
 BL0324
 BL0324  NGVD 29 (??/??/92)   22.849  (m)           74.96   (f) ADJ UNCH    2 0
 BL0324
 BL0324.Superseded values are not recommended for survey control.
 BL0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0324.See file dsdata.txt to determine how the superseded data were derived.
 BL0324
 BL0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP873580(NAD 83)
 BL0324_MARKER: Z = SEE DESCRIPTION
 BL0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0324_SP_SET: SECTION RAIL
 BL0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0324
 BL0324  HISTORY     - Date     Condition        Report By
 BL0324  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0324  HISTORY     - 1935     GOOD             NGS
 BL0324  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 BL0324
 BL0324                          STATION DESCRIPTION
 BL0324
 BL0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0324'0.3 MI E FROM SILSBEE.
 BL0324'0.3 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0324'STATION AT SILSBEE, HARDIN COUNTY, OPPOSITE MILEPOST 21, AND 8 FEET
 BL0324'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0324'OF RAIL SET VERTICALLY.
 BL0324
 BL0324                          STATION RECOVERY (1997)
 BL0324
 BL0324'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0675 ***********************************************************************
 FL0675  DESIGNATION -  21
 FL0675  PID         -  FL0675
 FL0675  STATE/COUNTY-  TX/GRAY
 FL0675  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL0675
 FL0675                         *CURRENT SURVEY CONTROL
 FL0675  ___________________________________________________________________
 FL0675* NAD 83(1986)-  35 31 31.     (N)    100 35 50.     (W)     SCALED    
 FL0675* NAVD 88     -       901.270  (meters)    2956.92   (feet)  ADJUSTED  
 FL0675  ___________________________________________________________________
 FL0675  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 FL0675  DYNAMIC HT  -         900.291 (meters)    2953.70  (feet)  COMP
 FL0675  MODELED GRAV-     979,516.6   (mgal)                       NAVD 88
 FL0675
 FL0675  VERT ORDER  -  SECOND    CLASS 0
 FL0675
 FL0675.The horizontal coordinates were scaled from a topographic map and have
 FL0675.an estimated accuracy of +/- 6 seconds.
 FL0675
 FL0675.The orthometric height was determined by differential leveling
 FL0675.and adjusted by the National Geodetic Survey in June 1991..
 FL0675
 FL0675.The geoid height was determined by GEOID03.
 FL0675
 FL0675.The dynamic height is computed by dividing the NAVD 88
 FL0675.geopotential number by the normal gravity value computed on the
 FL0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0675.degrees latitude (g = 980.6199 gals.).
 FL0675
 FL0675.The modeled gravity was interpolated from observed gravity values.
 FL0675
 FL0675;                    North         East    Units  Estimated Accuracy
 FL0675;SPC TX N     - 1,169,580.      281,880.      MT  (+/- 180 meters Scaled)
 FL0675
 FL0675                          SUPERSEDED SURVEY CONTROL
 FL0675
 FL0675  NGVD 29 (??/??/92)  900.898  (m)         2955.70   (f) ADJ UNCH    2 0
 FL0675
 FL0675.Superseded values are not recommended for survey control.
 FL0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0675.See file dsdata.txt to determine how the superseded data were derived.
 FL0675
 FL0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE551324(NAD 83)
 FL0675_MARKER: Z = SEE DESCRIPTION
 FL0675_SETTING: 0 = UNSPECIFIED SETTING
 FL0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0675
 FL0675  HISTORY     - Date     Condition        Report By
 FL0675  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0675  HISTORY     - 1943     POOR             NGS
 FL0675
 FL0675                          STATION DESCRIPTION
 FL0675
 FL0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0675'2.5 MI E FROM LAKETON.
 FL0675'ABOUT 2.5 MILES EAST ALONG THE P. AND S. F. RY. FROM THE STATION AT
 FL0675'LAKETON, GRAY COUNTY, 143.6 FEET SOUTHEAST OF MILE POST 21, 97 FEET
 FL0675'SOUTH OF THE SOUTH RAIL, 0.5 FOOT NORTH OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0110 ***********************************************************************
 DN0110  DESIGNATION -  21
 DN0110  PID         -  DN0110
 DN0110  STATE/COUNTY-  TX/HUNT
 DN0110  USGS QUAD   -  GREENVILLE NW (1962)
 DN0110
 DN0110                         *CURRENT SURVEY CONTROL
 DN0110  ___________________________________________________________________
 DN0110* NAD 83(1986)-  33 12 24.     (N)    096 08 59.     (W)     SCALED    
 DN0110* NAVD 88     -       172.688  (meters)     566.56   (feet)  ADJUSTED  
 DN0110  ___________________________________________________________________
 DN0110  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN0110  DYNAMIC HT  -         172.501 (meters)     565.95  (feet)  COMP
 DN0110  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 DN0110
 DN0110  VERT ORDER  -  FIRST     CLASS II
 DN0110
 DN0110.The horizontal coordinates were scaled from a topographic map and have
 DN0110.an estimated accuracy of +/- 6 seconds.
 DN0110
 DN0110.The orthometric height was determined by differential leveling
 DN0110.and adjusted by the National Geodetic Survey in June 1991..
 DN0110
 DN0110.The geoid height was determined by GEOID03.
 DN0110
 DN0110.The dynamic height is computed by dividing the NAVD 88
 DN0110.geopotential number by the normal gravity value computed on the
 DN0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0110.degrees latitude (g = 980.6199 gals.).
 DN0110
 DN0110.The modeled gravity was interpolated from observed gravity values.
 DN0110
 DN0110;                    North         East    Units  Estimated Accuracy
 DN0110;SPC TXNC     - 2,173,220.      819,080.      MT  (+/- 180 meters Scaled)
 DN0110
 DN0110                          SUPERSEDED SURVEY CONTROL
 DN0110
 DN0110  NGVD 29 (??/??/92)  172.680  (m)          566.53   (f) ADJ UNCH    1 2
 DN0110
 DN0110.Superseded values are not recommended for survey control.
 DN0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0110.See file dsdata.txt to determine how the superseded data were derived.
 DN0110
 DN0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB656778(NAD 83)
 DN0110_MARKER: Q = CHISELED SQUARE
 DN0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0110_SP_SET: CULVERT
 DN0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0110
 DN0110  HISTORY     - Date     Condition        Report By
 DN0110  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0110  HISTORY     - 1933     GOOD             NGS
 DN0110  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0110
 DN0110                          STATION DESCRIPTION
 DN0110
 DN0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0110'5.1 MI NW FROM GREENVILLE.
 DN0110'5.1 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0110'FROM GREENVILLE, HUNT COUNTY, AT MILEAGE 707.93, AT A CONCRETE
 DN0110'CULVERT, AND ON THE CENTER OF THE TOP OF THE EAST HEADWALL.  A
 DN0110'CHISELED SQUARE.
 DN0110
 DN0110                          STATION RECOVERY (1986)
 DN0110
 DN0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1122 ***********************************************************************
 FL1122  DESIGNATION -  21
 FL1122  PID         -  FL1122
 FL1122  STATE/COUNTY-  TX/POTTER
 FL1122  USGS QUAD   -  PUENTE (1953)
 FL1122
 FL1122                         *CURRENT SURVEY CONTROL
 FL1122  ___________________________________________________________________
 FL1122* NAD 83(1986)-  35 28 19.     (N)    101 53 59.     (W)     SCALED    
 FL1122* NAVD 88     -       971.279  (meters)    3186.60   (feet)  ADJUSTED  
 FL1122  ___________________________________________________________________
 FL1122  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL1122  DYNAMIC HT  -         970.160 (meters)    3182.93  (feet)  COMP
 FL1122  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 FL1122
 FL1122  VERT ORDER  -  SECOND    CLASS 0
 FL1122
 FL1122.The horizontal coordinates were scaled from a topographic map and have
 FL1122.an estimated accuracy of +/- 6 seconds.
 FL1122
 FL1122.The orthometric height was determined by differential leveling
 FL1122.and adjusted by the National Geodetic Survey in June 1991..
 FL1122
 FL1122.The geoid height was determined by GEOID03.
 FL1122
 FL1122.The dynamic height is computed by dividing the NAVD 88
 FL1122.geopotential number by the normal gravity value computed on the
 FL1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1122.degrees latitude (g = 980.6199 gals.).
 FL1122
 FL1122.The modeled gravity was interpolated from observed gravity values.
 FL1122
 FL1122;                    North         East    Units  Estimated Accuracy
 FL1122;SPC TX N     - 1,163,370.      163,720.      MT  (+/- 180 meters Scaled)
 FL1122
 FL1122                          SUPERSEDED SURVEY CONTROL
 FL1122
 FL1122  NGVD 29 (??/??/92)  970.805  (m)         3185.05   (f) ADJ UNCH    2 0
 FL1122
 FL1122.Superseded values are not recommended for survey control.
 FL1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1122.See file dsdata.txt to determine how the superseded data were derived.
 FL1122
 FL1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE368292(NAD 83)
 FL1122_MARKER: B = BOLT
 FL1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1122+STABILITY: SURFACE MOTION
 FL1122
 FL1122  HISTORY     - Date     Condition        Report By
 FL1122  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1122  HISTORY     - 1934     GOOD             NGS
 FL1122
 FL1122                          STATION DESCRIPTION
 FL1122
 FL1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1122'22.6 MI N FROM AMARILLO.
 FL1122'22.6 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1122'AMARILLO, POTTER COUNTY, 403 FEET NORTH OF MILEPOST 21, 198 FEET EAST
 FL1122'OF THE CENTER LINE OF THE TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 FL1122'FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0997 ***********************************************************************
 AB0997  DESIGNATION -  21 1919 USGS
 AB0997  PID         -  AB0997
 AB0997  STATE/COUNTY-  TX/WILLACY
 AB0997  USGS QUAD   -  YTURRIA (1982)
 AB0997
 AB0997                         *CURRENT SURVEY CONTROL
 AB0997  ___________________________________________________________________
 AB0997* NAD 83(1986)-  26 34 20.     (N)    097 46 12.     (W)     SCALED    
 AB0997* NAVD 88     -        12.198  (meters)      40.02   (feet)  ADJUSTED  
 AB0997  ___________________________________________________________________
 AB0997  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AB0997  DYNAMIC HT  -          12.178 (meters)      39.95  (feet)  COMP
 AB0997  MODELED GRAV-     979,053.9   (mgal)                       NAVD 88
 AB0997
 AB0997  VERT ORDER  -  FIRST     CLASS II
 AB0997
 AB0997.The horizontal coordinates were scaled from a topographic map and have
 AB0997.an estimated accuracy of +/- 6 seconds.
 AB0997
 AB0997.The orthometric height was determined by differential leveling
 AB0997.and adjusted by the National Geodetic Survey in June 1991..
 AB0997
 AB0997.The geoid height was determined by GEOID03.
 AB0997
 AB0997.The dynamic height is computed by dividing the NAVD 88
 AB0997.geopotential number by the normal gravity value computed on the
 AB0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0997.degrees latitude (g = 980.6199 gals.).
 AB0997
 AB0997.The modeled gravity was interpolated from observed gravity values.
 AB0997
 AB0997;                    North         East    Units  Estimated Accuracy
 AB0997;SPC TX S     - 5,100,540.      372,720.      MT  (+/- 180 meters Scaled)
 AB0997
 AB0997                          SUPERSEDED SURVEY CONTROL
 AB0997
 AB0997  NGVD 29 (??/??/92)   12.285  (m)           40.30   (f) ADJ UNCH    1 2
 AB0997
 AB0997.Superseded values are not recommended for survey control.
 AB0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0997.See file dsdata.txt to determine how the superseded data were derived.
 AB0997
 AB0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ224396(NAD 83)
 AB0997_MARKER: P = PIPE CAP
 AB0997_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB0997_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB0997_STAMPING: PRIM TRAV STA NO 21 1919
 AB0997_MARK LOGO: USGS  
 AB0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0997
 AB0997  HISTORY     - Date     Condition        Report By
 AB0997  HISTORY     - 1919     MONUMENTED       USGS
 AB0997  HISTORY     - 1951     GOOD             NGS
 AB0997  HISTORY     - 1981     POOR             NGS
 AB0997  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0997  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0997  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0997
 AB0997                          STATION DESCRIPTION
 AB0997
 AB0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0997'6.25 MI N FROM RAYMONDVILLE.
 AB0997'6.25 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0997'FROM THE STATION AT RAYMONDVILLE, 11 POLES NORTH OF THE STATION AT
 AB0997'YTURRIA SIDING, 47 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 40
 AB0997'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 15 FEET NORTH OF THE
 AB0997'CENTER OF AN IRON FRAME GATE, IN LINE WITH A FENCE, 2 FEET SOUTH OF A
 AB0997'WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.8
 AB0997'FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0997
 AB0997                          STATION RECOVERY (1981)
 AB0997
 AB0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0997'RECOVERED THIS DATE.  NOT SUITABLE TO LEVEL TO, PIPE HAS BEEN HIT.
 AB0997
 AB0997                          STATION RECOVERY (1987)
 AB0997
 AB0997'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0997'MARK NOT FOUND.
 AB0997
 AB0997                          STATION RECOVERY (1988)
 AB0997
 AB0997'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0997'MARK NOT FOUND.
 AB0997
 AB0997                          STATION RECOVERY (2004)
 AB0997
 AB0997'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2117 ***********************************************************************
 CS2117  DESIGNATION -  21 A
 CS2117  PID         -  CS2117
 CS2117  STATE/COUNTY-  TX/ELLIS
 CS2117  USGS QUAD   -  VENUS (1978)
 CS2117
 CS2117                         *CURRENT SURVEY CONTROL
 CS2117  ___________________________________________________________________
 CS2117* NAD 83(1986)-  32 26 35.     (N)    097 04 53.     (W)     SCALED    
 CS2117* NAVD 88     -       187.623  (meters)     615.56   (feet)  ADJUSTED  
 CS2117  ___________________________________________________________________
 CS2117  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CS2117  DYNAMIC HT  -         187.400 (meters)     614.83  (feet)  COMP
 CS2117  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 CS2117
 CS2117  VERT ORDER  -  SECOND    CLASS 0
 CS2117
 CS2117.The horizontal coordinates were scaled from a topographic map and have
 CS2117.an estimated accuracy of +/- 6 seconds.
 CS2117
 CS2117.The orthometric height was determined by differential leveling
 CS2117.and adjusted by the National Geodetic Survey in June 1991..
 CS2117
 CS2117.The geoid height was determined by GEOID03.
 CS2117
 CS2117.The dynamic height is computed by dividing the NAVD 88
 CS2117.geopotential number by the normal gravity value computed on the
 CS2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2117.degrees latitude (g = 980.6199 gals.).
 CS2117
 CS2117.The modeled gravity was interpolated from observed gravity values.
 CS2117
 CS2117;                    North         East    Units  Estimated Accuracy
 CS2117;SPC TXNC     - 2,087,000.      733,390.      MT  (+/- 180 meters Scaled)
 CS2117
 CS2117                          SUPERSEDED SURVEY CONTROL
 CS2117
 CS2117  NGVD 29 (??/??/92)  187.605  (m)          615.50   (f) ADJ UNCH    2 0
 CS2117
 CS2117.Superseded values are not recommended for survey control.
 CS2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2117.See file dsdata.txt to determine how the superseded data were derived.
 CS2117
 CS2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA803911(NAD 83)
 CS2117_MARKER: Q = CHISELED SQUARE
 CS2117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2117_SP_SET: BRIDGE
 CS2117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2117
 CS2117  HISTORY     - Date     Condition        Report By
 CS2117  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2117  HISTORY     - 1965     GOOD             NGS
 CS2117  HISTORY     - 20020803 MARK NOT FOUND   GEOCAC
 CS2117
 CS2117                          STATION DESCRIPTION
 CS2117
 CS2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2117'1.5 MI E FROM VENUS.
 CS2117'IN ELLIS COUNTY, 1.5 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE
 CS2117'RAILWAY FROM THE STATION AT VENUS, JOHNSON COUNTY, 0.6 MILE EAST OF
 CS2117'THE ELLIS-JOHNSON COUNTY LINE, AT BRIDGE 21 A, AND ON THE NORTHWEST
 CS2117'CORNER OF THE NORTH CONCRETE ABUTMENT.  A CHISELED SQUARE.
 CS2117
 CS2117                          STATION RECOVERY (2002)
 CS2117
 CS2117'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2119 ***********************************************************************
 CS2119  DESIGNATION -  21 C
 CS2119  PID         -  CS2119
 CS2119  STATE/COUNTY-  TX/ELLIS
 CS2119  USGS QUAD   -  VENUS (1978)
 CS2119
 CS2119                         *CURRENT SURVEY CONTROL
 CS2119  ___________________________________________________________________
 CS2119* NAD 83(1986)-  32 26 52.     (N)    097 04 05.     (W)     SCALED    
 CS2119* NAVD 88     -       185.797  (meters)     609.57   (feet)  ADJUSTED  
 CS2119  ___________________________________________________________________
 CS2119  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CS2119  DYNAMIC HT  -         185.576 (meters)     608.84  (feet)  COMP
 CS2119  MODELED GRAV-     979,444.5   (mgal)                       NAVD 88
 CS2119
 CS2119  VERT ORDER  -  SECOND    CLASS 0
 CS2119
 CS2119.The horizontal coordinates were scaled from a topographic map and have
 CS2119.an estimated accuracy of +/- 6 seconds.
 CS2119
 CS2119.The orthometric height was determined by differential leveling
 CS2119.and adjusted by the National Geodetic Survey in June 1991..
 CS2119
 CS2119.The geoid height was determined by GEOID03.
 CS2119
 CS2119.The dynamic height is computed by dividing the NAVD 88
 CS2119.geopotential number by the normal gravity value computed on the
 CS2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2119.degrees latitude (g = 980.6199 gals.).
 CS2119
 CS2119.The modeled gravity was interpolated from observed gravity values.
 CS2119
 CS2119;                    North         East    Units  Estimated Accuracy
 CS2119;SPC TXNC     - 2,087,540.      734,630.      MT  (+/- 180 meters Scaled)
 CS2119
 CS2119                          SUPERSEDED SURVEY CONTROL
 CS2119
 CS2119  NGVD 29 (??/??/92)  185.778  (m)          609.51   (f) ADJ UNCH    2 0
 CS2119
 CS2119.Superseded values are not recommended for survey control.
 CS2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2119.See file dsdata.txt to determine how the superseded data were derived.
 CS2119
 CS2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA816917(NAD 83)
 CS2119_MARKER: Q = CHISELED SQUARE
 CS2119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2119_SP_SET: ABUTMENT
 CS2119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2119
 CS2119  HISTORY     - Date     Condition        Report By
 CS2119  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2119  HISTORY     - 1965     GOOD             NGS
 CS2119
 CS2119                          STATION DESCRIPTION
 CS2119
 CS2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2119'2.3 MI E FROM VENUS.
 CS2119'IN ELLIS COUNTY, 2.3 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE
 CS2119'RAILWAY FROM THE STATION AT VENUS, JOHNSON COUNTY, AT BRIDGE 21 C, AND
 CS2119'ON THE NORTHWEST CORNER OF THE NORTH CONCRETE ABUTMENT.  A CHISELED
 CS2119'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0757 ***********************************************************************
 CR0757  DESIGNATION -  21 G
 CR0757  PID         -  CR0757
 CR0757  STATE/COUNTY-  TX/VAN ZANDT
 CR0757  USGS QUAD   -  CARROLL (1984)
 CR0757
 CR0757                         *CURRENT SURVEY CONTROL
 CR0757  ___________________________________________________________________
 CR0757* NAD 83(1986)-  32 22 47.     (N)    095 30 12.     (W)     SCALED    
 CR0757* NAVD 88     -       139.617  (meters)     458.06   (feet)  ADJUSTED  
 CR0757  ___________________________________________________________________
 CR0757  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CR0757  DYNAMIC HT  -         139.454 (meters)     457.53  (feet)  COMP
 CR0757  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 CR0757
 CR0757  VERT ORDER  -  SECOND    CLASS 0
 CR0757
 CR0757.The horizontal coordinates were scaled from a topographic map and have
 CR0757.an estimated accuracy of +/- 6 seconds.
 CR0757
 CR0757.The orthometric height was determined by differential leveling
 CR0757.and adjusted by the National Geodetic Survey in June 1991..
 CR0757
 CR0757.The geoid height was determined by GEOID03.
 CR0757
 CR0757.The dynamic height is computed by dividing the NAVD 88
 CR0757.geopotential number by the normal gravity value computed on the
 CR0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0757.degrees latitude (g = 980.6199 gals.).
 CR0757
 CR0757.The modeled gravity was interpolated from observed gravity values.
 CR0757
 CR0757;                    North         East    Units  Estimated Accuracy
 CR0757;SPC TXNC     - 2,083,090.      881,940.      MT  (+/- 180 meters Scaled)
 CR0757
 CR0757                          SUPERSEDED SURVEY CONTROL
 CR0757
 CR0757  NGVD 29 (??/??/92)  139.643  (m)          458.15   (f) ADJ UNCH    2 0
 CR0757
 CR0757.Superseded values are not recommended for survey control.
 CR0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0757.See file dsdata.txt to determine how the superseded data were derived.
 CR0757
 CR0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR644852(NAD 83)
 CR0757_MARKER: DD = SURVEY DISK
 CR0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0757_STAMPING: 21 G 1946 458 194
 CR0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0757+STABILITY: SURFACE MOTION
 CR0757
 CR0757  HISTORY     - Date     Condition        Report By
 CR0757  HISTORY     - 1946     MONUMENTED       USGS
 CR0757  HISTORY     - 1948     GOOD             NGS
 CR0757  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0757
 CR0757                          STATION DESCRIPTION
 CR0757
 CR0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0757'IN RED LAND.
 CR0757'AT RED LAND, 78.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH DIRT
 CR0757'ROAD ALONG THE EAST EDGE OF THE SCHOOL GROUNDS OF THE RED LAND HIGH
 CR0757'SCHOOL, 74.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HIGH
 CR0757'SCHOOL, 61.0 FEET SOUTHWEST OF THE CENTER LINE OF A
 CR0757'NORTHWEST-SOUTHEAST ROAD, 1.7 FEET NORTH OF A FENCE, SET IN THE TOP OF
 CR0757'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0757
 CR0757                          STATION RECOVERY (1995)
 CR0757
 CR0757'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0044 ***********************************************************************
 DQ0044  DESIGNATION -  21 PSFRR
 DQ0044  PID         -  DQ0044
 DQ0044  STATE/COUNTY-  TX/HOCKLEY
 DQ0044  USGS QUAD   -  LEVELLAND EAST (1980)
 DQ0044
 DQ0044                         *CURRENT SURVEY CONTROL
 DQ0044  ___________________________________________________________________
 DQ0044* NAD 83(1986)-  33 35 34.     (N)    102 17 58.     (W)     SCALED    
 DQ0044* NAVD 88     -      1058.179  (meters)    3471.71   (feet)  ADJUSTED  
 DQ0044  ___________________________________________________________________
 DQ0044  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 DQ0044  DYNAMIC HT  -        1056.795 (meters)    3467.17  (feet)  COMP
 DQ0044  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 DQ0044
 DQ0044  VERT ORDER  -  SECOND    CLASS 0
 DQ0044
 DQ0044.The horizontal coordinates were scaled from a topographic map and have
 DQ0044.an estimated accuracy of +/- 6 seconds.
 DQ0044
 DQ0044.The orthometric height was determined by differential leveling
 DQ0044.and adjusted by the National Geodetic Survey in June 1991..
 DQ0044
 DQ0044.The geoid height was determined by GEOID03.
 DQ0044
 DQ0044.The dynamic height is computed by dividing the NAVD 88
 DQ0044.geopotential number by the normal gravity value computed on the
 DQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0044.degrees latitude (g = 980.6199 gals.).
 DQ0044
 DQ0044.The modeled gravity was interpolated from observed gravity values.
 DQ0044
 DQ0044;                    North         East    Units  Estimated Accuracy
 DQ0044;SPC TXNC     - 2,219,970.      247,430.      MT  (+/- 180 meters Scaled)
 DQ0044
 DQ0044                          SUPERSEDED SURVEY CONTROL
 DQ0044
 DQ0044  NGVD 29 (??/??/92) 1057.78   (m)         3470.4    (f) COMPUTED    2 0
 DQ0044
 DQ0044.Superseded values are not recommended for survey control.
 DQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0044.See file dsdata.txt to determine how the superseded data were derived.
 DQ0044
 DQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT506202(NAD 83)
 DQ0044_MARKER: B = BOLT
 DQ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0044+STABILITY: SURFACE MOTION
 DQ0044
 DQ0044  HISTORY     - Date     Condition        Report By
 DQ0044  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0044  HISTORY     - 1934     GOOD             NGS
 DQ0044  HISTORY     - 1964     MARK NOT FOUND   NGS
 DQ0044
 DQ0044                          STATION DESCRIPTION
 DQ0044
 DQ0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0044'4.7 MI E FROM LEVELLAND.
 DQ0044'4.7 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0044'STATION AT LEVELLAND, HOCKLEY COUNTY, 93 FEET NORTH OF MILEPOST 21, 48
 DQ0044'FEET NORTH OF THE CENTERLINE OF THE TRACK, 40 FEET SOUTH OF THE
 DQ0044'CENTERLINE OF A ROAD, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 DQ0044'TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
 DQ0044
 DQ0044                          STATION RECOVERY (1964)
 DQ0044
 DQ0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DQ0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0235 ***********************************************************************
 BQ0235  DESIGNATION -  21 USGS
 BQ0235  PID         -  BQ0235
 BQ0235  STATE/COUNTY-  TX/CULBERSON
 BQ0235  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0235
 BQ0235                         *CURRENT SURVEY CONTROL
 BQ0235  ___________________________________________________________________
 BQ0235* NAD 83(1986)-  30 56 45.     (N)    104 48 45.     (W)     SCALED    
 BQ0235* NAVD 88     -      1196.641  (meters)    3925.98   (feet)  ADJUSTED  
 BQ0235  ___________________________________________________________________
 BQ0235  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BQ0235  DYNAMIC HT  -        1194.748 (meters)    3919.77  (feet)  COMP
 BQ0235  MODELED GRAV-     979,017.5   (mgal)                       NAVD 88
 BQ0235
 BQ0235  VERT ORDER  -  FIRST     CLASS II
 BQ0235
 BQ0235.The horizontal coordinates were scaled from a topographic map and have
 BQ0235.an estimated accuracy of +/- 6 seconds.
 BQ0235
 BQ0235.The orthometric height was determined by differential leveling
 BQ0235.and adjusted by the National Geodetic Survey in June 1991..
 BQ0235.WARNING-Repeat measurements at this control monument indicate possible
 BQ0235.vertical movement.
 BQ0235
 BQ0235.The geoid height was determined by GEOID03.
 BQ0235
 BQ0235.The dynamic height is computed by dividing the NAVD 88
 BQ0235.geopotential number by the normal gravity value computed on the
 BQ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0235.degrees latitude (g = 980.6199 gals.).
 BQ0235
 BQ0235.The modeled gravity was interpolated from observed gravity values.
 BQ0235
 BQ0235;                    North         East    Units  Estimated Accuracy
 BQ0235;SPC TX C     - 3,150,420.      272,150.      MT  (+/- 180 meters Scaled)
 BQ0235
 BQ0235                          SUPERSEDED SURVEY CONTROL
 BQ0235
 BQ0235  NGVD 29 (??/??/92) 1196.068  (m)         3924.10   (f) ADJ UNCH    1 2
 BQ0235
 BQ0235.Superseded values are not recommended for survey control.
 BQ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0235.See file dsdata.txt to determine how the superseded data were derived.
 BQ0235
 BQ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ179236(NAD 83)
 BQ0235_MARKER: DD = SURVEY DISK
 BQ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0235_STAMPING: 21 WHV 1950
 BQ0235_MARK LOGO: USGS  
 BQ0235_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0235+STABILITY: SURFACE MOTION
 BQ0235
 BQ0235  HISTORY     - Date     Condition        Report By
 BQ0235  HISTORY     - 1950     MONUMENTED       USGS
 BQ0235  HISTORY     - 1958     GOOD             NGS
 BQ0235  HISTORY     - 1981     GOOD             NGS
 BQ0235
 BQ0235                          STATION DESCRIPTION
 BQ0235
 BQ0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0235'4.25 MI NW FROM LOBO.
 BQ0235'ABOUT 3.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0235'FROM THE COUNTY ROAD CROSSING AT LOBO, THENCE 1.15 MILES NORTH ALONG
 BQ0235'U. S. HIGHWAY 90, 63 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 BQ0235'HIGHWAY, ABOUT 0.1 MILE SOUTH-SOUTHEAST OF A CONCRETE CULVERT, 38 FEET
 BQ0235'NORTH-NORTHWEST OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, 2 FEET
 BQ0235'SOUTH OF A CONCRETE WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BQ0235'PROJECTING 1 FOOT.
 BQ0235
 BQ0235                          STATION RECOVERY (1981)
 BQ0235
 BQ0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0235'10.1 KM (6.3 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0235'WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 0.2 KM (0.1 MI) SOUTHEAST OF A
 BQ0235'CONCRETE CULVERT, 19.2 METERS (63.0 FT) WEST-SOUTHWEST OF THE
 BQ0235'CENTERLINE OF THE HIGHWAY, AND 0.3 METER (1.0 FT) WEST OF A FENCE.
 BQ0235'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 BQ0235'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0374 ***********************************************************************
 CU0374  DESIGNATION -  21 WDC
 CU0374  PID         -  CU0374
 CU0374  STATE/COUNTY-  TX/MITCHELL
 CU0374  USGS QUAD   -  SILVER (1987)
 CU0374
 CU0374                         *CURRENT SURVEY CONTROL
 CU0374  ___________________________________________________________________
 CU0374* NAD 83(1986)-  32 06 37.     (N)    100 43 06.     (W)     SCALED    
 CU0374* NAVD 88     -       627.861  (meters)    2059.91   (feet)  ADJUSTED  
 CU0374  ___________________________________________________________________
 CU0374  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CU0374  DYNAMIC HT  -         627.026 (meters)    2057.17  (feet)  COMP
 CU0374  MODELED GRAV-     979,289.4   (mgal)                       NAVD 88
 CU0374
 CU0374  VERT ORDER  -  SECOND    CLASS 0
 CU0374
 CU0374.The horizontal coordinates were scaled from a topographic map and have
 CU0374.an estimated accuracy of +/- 6 seconds.
 CU0374
 CU0374.The orthometric height was determined by differential leveling
 CU0374.and adjusted by the National Geodetic Survey in June 1991..
 CU0374
 CU0374.The geoid height was determined by GEOID03.
 CU0374
 CU0374.The dynamic height is computed by dividing the NAVD 88
 CU0374.geopotential number by the normal gravity value computed on the
 CU0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0374.degrees latitude (g = 980.6199 gals.).
 CU0374
 CU0374.The modeled gravity was interpolated from observed gravity values.
 CU0374
 CU0374;                    North         East    Units  Estimated Accuracy
 CU0374;SPC TXNC     - 2,051,400.      390,650.      MT  (+/- 180 meters Scaled)
 CU0374
 CU0374                          SUPERSEDED SURVEY CONTROL
 CU0374
 CU0374  NGVD 29 (??/??/92)  627.665  (m)         2059.26   (f) ADJ UNCH    2 0
 CU0374
 CU0374.Superseded values are not recommended for survey control.
 CU0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0374.See file dsdata.txt to determine how the superseded data were derived.
 CU0374
 CU0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA378539(NAD 83)
 CU0374_MARKER: DD = SURVEY DISK
 CU0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0374_STAMPING: 21 WDC 1958 2059
 CU0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0374+STABILITY: SURFACE MOTION
 CU0374
 CU0374  HISTORY     - Date     Condition        Report By
 CU0374  HISTORY     - 1958     MONUMENTED       USGS
 CU0374  HISTORY     - 1961     GOOD             NGS
 CU0374
 CU0374                          STATION DESCRIPTION
 CU0374
 CU0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0374'3.45 MI NW FROM SILVER.
 CU0374'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0374'AT SILVER, THENCE 2.85 MILES NORTHWEST ALONG STATE HIGHWAY 208, ABOUT
 CU0374'0.4 MILE SOUTH OF A CEMETERY, 79 FEET SOUTHWEST OF THE CENTER LINE OF
 CU0374'THE HIGHWAY, 208 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE
 CU0374'HIGHWAY AND A DIRT ROAD, 74 FEET SOUTH OF A POWER POLE, 65 FEET EAST
 CU0374'OF THE CENTER LINE OF A GRADED DIRT ROAD, AT AN OFFSET IN A FENCE, 2
 CU0374'1/2 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 CU0374'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1876 ***********************************************************************
 BK1876  DESIGNATION -  210.73 ATSFRR
 BK1876  PID         -  BK1876
 BK1876  STATE/COUNTY-  TX/JASPER
 BK1876  USGS QUAD   -  ROGANVILLE (1984)
 BK1876
 BK1876                         *CURRENT SURVEY CONTROL
 BK1876  ___________________________________________________________________
 BK1876* NAD 83(1986)-  30 50 55.     (N)    093 55 01.     (W)     SCALED    
 BK1876* NAVD 88     -        64.51   (+/-2cm)     211.6    (feet)  VERTCON   
 BK1876  ___________________________________________________________________
 BK1876  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BK1876
 BK1876  VERT ORDER  -  ? (See Below)
 BK1876
 BK1876.The horizontal coordinates were scaled from a topographic map and have
 BK1876.an estimated accuracy of +/- 6 seconds.
 BK1876
 BK1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1876.The vertical order pertains to the NGVD 29 superseded value.
 BK1876
 BK1876.The geoid height was determined by GEOID03.
 BK1876
 BK1876;                    North         East    Units  Estimated Accuracy
 BK1876;SPC TX C     - 3,148,720.    1,313,350.      MT  (+/- 180 meters Scaled)
 BK1876
 BK1876                          SUPERSEDED SURVEY CONTROL
 BK1876
 BK1876  NGVD 29 (??/??/??)   64.509  (m)          211.64   (f) ADJUSTED    ?  
 BK1876
 BK1876.Superseded values are not recommended for survey control.
 BK1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1876.See file dsdata.txt to determine how the superseded data were derived.
 BK1876
 BK1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ123131(NAD 83)
 BK1876_MARKER: Z = SEE DESCRIPTION
 BK1876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1876_SP_SET: RAIL
 BK1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1876
 BK1876  HISTORY     - Date     Condition        Report By
 BK1876  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1876  HISTORY     - 1932     GOOD             CGS
 BK1876  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1876
 BK1876                          STATION DESCRIPTION
 BK1876
 BK1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1876'3.5 MI N FROM ROGANVILLE.
 BK1876'3.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1876'STATION AT ROGANVILLE, JASPER COUNTY, 80 FEET NORTHWEST OF MILE RAIL
 BK1876'66, 40 FEET EAST OF TRESTLE 66-A, AND 3 FEET WEST OF MILE POLE 66. THE
 BK1876'TOP OF A VERTICAL RAIL PROJECTING 1 FOOT ABOVE GROUND. NOTE-- ROADS
 BK1876'IMPASSABLE.
 BK1876
 BK1876                          STATION RECOVERY (1934)
 BK1876
 BK1876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0024 ***********************************************************************
 BO0024  DESIGNATION -  2130.8
 BO0024  PID         -  BO0024
 BO0024  STATE/COUNTY-  TX/EDWARDS
 BO0024  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0024
 BO0024                         *CURRENT SURVEY CONTROL
 BO0024  ___________________________________________________________________
 BO0024* NAD 83(1986)-  30 11 45.     (N)    100 05 20.     (W)     SCALED    
 BO0024* NAVD 88     -       650.098  (meters)    2132.86   (feet)  ADJUSTED  
 BO0024  ___________________________________________________________________
 BO0024  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0024  DYNAMIC HT  -         649.146 (meters)    2129.74  (feet)  COMP
 BO0024  MODELED GRAV-     979,156.3   (mgal)                       NAVD 88
 BO0024
 BO0024  VERT ORDER  -  FIRST     CLASS II
 BO0024
 BO0024.The horizontal coordinates were scaled from a topographic map and have
 BO0024.an estimated accuracy of +/- 6 seconds.
 BO0024
 BO0024.The orthometric height was determined by differential leveling
 BO0024.and adjusted by the National Geodetic Survey in June 1991..
 BO0024
 BO0024.The geoid height was determined by GEOID03.
 BO0024
 BO0024.The dynamic height is computed by dividing the NAVD 88
 BO0024.geopotential number by the normal gravity value computed on the
 BO0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0024.degrees latitude (g = 980.6199 gals.).
 BO0024
 BO0024.The modeled gravity was interpolated from observed gravity values.
 BO0024
 BO0024;                    North         East    Units  Estimated Accuracy
 BO0024;SPC TXSC     - 4,262,330.      495,150.      MT  (+/- 180 meters Scaled)
 BO0024
 BO0024                          SUPERSEDED SURVEY CONTROL
 BO0024
 BO0024  NGVD 29 (??/??/92)  650.054  (m)         2132.72   (f) ADJ UNCH    1 2
 BO0024
 BO0024.Superseded values are not recommended for survey control.
 BO0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0024.See file dsdata.txt to determine how the superseded data were derived.
 BO0024
 BO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU951409(NAD 83)
 BO0024_MARKER: Q = CHISELED SQUARE
 BO0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0024_SP_SET: CULVERT
 BO0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0024
 BO0024  HISTORY     - Date     Condition        Report By
 BO0024  HISTORY     - UNK      MONUMENTED       USGS
 BO0024  HISTORY     - 1931     GOOD             NGS
 BO0024
 BO0024                          STATION DESCRIPTION
 BO0024
 BO0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BO0024'16.0 MI NE FROM ROCK SPRINGS.
 BO0024'16.0 MILES NORTHEAST ALONG STATE HIGHWAY 29 FROM ROCKSPRINGS, EDWARDS
 BO0024'COUNTY, ON THE WEST EDGE OF THE HIGHWAY, AND ON THE TOP OF THE
 BO0024'HEADWALL OF A CULVERT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0135 ***********************************************************************
 BA0135  DESIGNATION -  2138 MARFA
 BA0135  PID         -  BA0135
 BA0135  STATE/COUNTY-  TX/BREWSTER
 BA0135  USGS QUAD   -  MARISCAL MOUNTAIN (1971)
 BA0135
 BA0135                         *CURRENT SURVEY CONTROL
 BA0135  ___________________________________________________________________
 BA0135* NAD 83(1986)-  29 02 16.     (N)    103 14 57.     (W)     SCALED    
 BA0135* NAVD 88     -       652.740  (meters)    2141.53   (feet)  ADJUSTED  
 BA0135  ___________________________________________________________________
 BA0135  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BA0135  DYNAMIC HT  -         651.696 (meters)    2138.11  (feet)  COMP
 BA0135  MODELED GRAV-     979,023.7   (mgal)                       NAVD 88
 BA0135
 BA0135  VERT ORDER  -  FIRST     CLASS II
 BA0135
 BA0135.The horizontal coordinates were scaled from a topographic map and have
 BA0135.an estimated accuracy of +/- 6 seconds.
 BA0135
 BA0135.The orthometric height was determined by differential leveling
 BA0135.and adjusted by the National Geodetic Survey in June 1991..
 BA0135
 BA0135.The geoid height was determined by GEOID03.
 BA0135
 BA0135.The dynamic height is computed by dividing the NAVD 88
 BA0135.geopotential number by the normal gravity value computed on the
 BA0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0135.degrees latitude (g = 980.6199 gals.).
 BA0135
 BA0135.The modeled gravity was interpolated from observed gravity values.
 BA0135
 BA0135;                    North         East    Units  Estimated Accuracy
 BA0135;SPC TXSC     - 4,141,000.      186,260.      MT  (+/- 180 meters Scaled)
 BA0135
 BA0135                          SUPERSEDED SURVEY CONTROL
 BA0135
 BA0135  NGVD 29 (??/??/92)  652.371  (m)         2140.32   (f) ADJ UNCH    1 2
 BA0135
 BA0135.Superseded values are not recommended for survey control.
 BA0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0135.See file dsdata.txt to determine how the superseded data were derived.
 BA0135
 BA0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN704134(NAD 83)
 BA0135_MARKER: DD = SURVEY DISK
 BA0135_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0135_SP_SET: UNSPEC ROCK
 BA0135_STAMPING: 2138 MARFA 1903
 BA0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0135
 BA0135  HISTORY     - Date     Condition        Report By
 BA0135  HISTORY     - 1903     MONUMENTED       USGS
 BA0135  HISTORY     - 1967     GOOD             NGS
 BA0135
 BA0135                          STATION DESCRIPTION
 BA0135
 BA0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0135'24.65 MI SE FROM CASTOLON.
 BA0135'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0135'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0135'7.35 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, IN THE TOP OF A SMALL
 BA0135'SANDSTONE ROCK PROJECTING 6 INCHES, 29 FEET SOUTHWEST OF THE
 BA0135'CENTERLINE OF THE ROAD, 0.1 MILES NORTHEAST OF THE JUNCTION OF A ROAD
 BA0135'LEADING SOUTHEAST, ON THE NORTHEAST SLOPE OF A HILL, 3 FEET NORTHWEST
 BA0135'OF A CAIRN, AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1773 ***********************************************************************
 CS1773  DESIGNATION -  214 TXGS
 CS1773  PID         -  CS1773
 CS1773  STATE/COUNTY-  TX/TARRANT
 CS1773  USGS QUAD   -  HALTOM CITY (1981)
 CS1773
 CS1773                         *CURRENT SURVEY CONTROL
 CS1773  ___________________________________________________________________
 CS1773* NAD 83(1986)-  32 47 23.     (N)    097 20 56.     (W)     SCALED    
 CS1773* NAVD 88     -       164.011  (meters)     538.09   (feet)  ADJUSTED  
 CS1773  ___________________________________________________________________
 CS1773  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1773  DYNAMIC HT  -         163.819 (meters)     537.46  (feet)  COMP
 CS1773  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 CS1773
 CS1773  VERT ORDER  -  FIRST     CLASS II
 CS1773
 CS1773.The horizontal coordinates were scaled from a topographic map and have
 CS1773.an estimated accuracy of +/- 6 seconds.
 CS1773
 CS1773.The orthometric height was determined by differential leveling
 CS1773.and adjusted by the National Geodetic Survey in June 1991..
 CS1773
 CS1773.The geoid height was determined by GEOID03.
 CS1773
 CS1773.The dynamic height is computed by dividing the NAVD 88
 CS1773.geopotential number by the normal gravity value computed on the
 CS1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1773.degrees latitude (g = 980.6199 gals.).
 CS1773
 CS1773.The modeled gravity was interpolated from observed gravity values.
 CS1773
 CS1773;                    North         East    Units  Estimated Accuracy
 CS1773;SPC TXNC     - 2,125,130.      707,820.      MT  (+/- 180 meters Scaled)
 CS1773
 CS1773                          SUPERSEDED SURVEY CONTROL
 CS1773
 CS1773  NGVD 29 (??/??/92)  164.013  (m)          538.10   (f) ADJ UNCH    1 2
 CS1773
 CS1773.Superseded values are not recommended for survey control.
 CS1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1773.See file dsdata.txt to determine how the superseded data were derived.
 CS1773
 CS1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB546291(NAD 83)
 CS1773_MARKER: DB = BENCH MARK DISK
 CS1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1773_STAMPING: 214
 CS1773_MARK LOGO: TXGS  
 CS1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1773+STABILITY: SURFACE MOTION
 CS1773
 CS1773  HISTORY     - Date     Condition        Report By
 CS1773  HISTORY     - UNK      MONUMENTED       TXGS
 CS1773  HISTORY     - 1947     GOOD             NGS
 CS1773  HISTORY     - 1957     GOOD             NGS
 CS1773  HISTORY     - 1984     GOOD             NGS
 CS1773  HISTORY     - 1990     GOOD             USPSQD
 CS1773  HISTORY     - 19970301 GOOD             USPSQD
 CS1773  HISTORY     - 20020607 MARK NOT FOUND   GEOCAC
 CS1773
 CS1773                          STATION DESCRIPTION
 CS1773
 CS1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1773'IN FORT WORTH.
 CS1773'ABOUT 2.6 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT
 CS1773'THE INTERSECTION OF NORTH MAIN STREET AND 25TH STREET, 29 FEET EAST OF
 CS1773'THE CENTER LINE OF NORTH MAIN STREET, 3 FEET EAST OF THE CURB LINE OF
 CS1773'NORTH MAIN STREET, ON THE EXTENDED CENTER LINE OF 25TH STREET.  A
 CS1773'BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 CS1773'SIDEWALK.
 CS1773
 CS1773                          STATION RECOVERY (1957)
 CS1773
 CS1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1773'RECOVERED IN GOOD CONDITION.
 CS1773
 CS1773                          STATION RECOVERY (1984)
 CS1773
 CS1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1773'RECOVERED IN GOOD CONDITION.
 CS1773
 CS1773                          STATION RECOVERY (1990)
 CS1773
 CS1773'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS1773'RECOVERED IN GOOD CONDITION.
 CS1773
 CS1773                          STATION RECOVERY (1997)
 CS1773
 CS1773'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1773'RECOVERED IN GOOD CONDITION.
 CS1773
 CS1773                          STATION RECOVERY (2002)
 CS1773
 CS1773'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1773'NEW CONCRETE BRIDGE (AND SIDEWALK) DATED 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0071 ***********************************************************************
 DN0071  DESIGNATION -  215
 DN0071  PID         -  DN0071
 DN0071  STATE/COUNTY-  TX/FANNIN
 DN0071  USGS QUAD   -  DODD CITY (1984)
 DN0071
 DN0071                         *CURRENT SURVEY CONTROL
 DN0071  ___________________________________________________________________
 DN0071* NAD 83(1986)-  33 33 54.     (N)    096 00 09.     (W)     SCALED    
 DN0071* NAVD 88     -       209.642  (meters)     687.80   (feet)  ADJUSTED  
 DN0071  ___________________________________________________________________
 DN0071  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DN0071  DYNAMIC HT  -         209.419 (meters)     687.07  (feet)  COMP
 DN0071  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 DN0071
 DN0071  VERT ORDER  -  SECOND    CLASS 0
 DN0071
 DN0071.The horizontal coordinates were scaled from a topographic map and have
 DN0071.an estimated accuracy of +/- 6 seconds.
 DN0071
 DN0071.The orthometric height was determined by differential leveling
 DN0071.and adjusted by the National Geodetic Survey in June 1991..
 DN0071
 DN0071.The geoid height was determined by GEOID03.
 DN0071
 DN0071.The dynamic height is computed by dividing the NAVD 88
 DN0071.geopotential number by the normal gravity value computed on the
 DN0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0071.degrees latitude (g = 980.6199 gals.).
 DN0071
 DN0071.The modeled gravity was interpolated from observed gravity values.
 DN0071
 DN0071;                    North         East    Units  Estimated Accuracy
 DN0071;SPC TXNC     - 2,213,270.      831,860.      MT  (+/- 180 meters Scaled)
 DN0071
 DN0071                          SUPERSEDED SURVEY CONTROL
 DN0071
 DN0071  NGVD 29 (??/??/92)  209.627  (m)          687.75   (f) ADJ UNCH    2 0
 DN0071
 DN0071.Superseded values are not recommended for survey control.
 DN0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0071.See file dsdata.txt to determine how the superseded data were derived.
 DN0071
 DN0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC782179(NAD 83)
 DN0071_MARKER: DD = SURVEY DISK
 DN0071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0071
 DN0071  HISTORY     - Date     Condition        Report By
 DN0071  HISTORY     - UNK      MONUMENTED       USGS
 DN0071  HISTORY     - 1934     GOOD             NGS
 DN0071  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DN0071
 DN0071                          STATION DESCRIPTION
 DN0071
 DN0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0071'0.3 MI W FROM WINDOM.
 DN0071'0.3 MI W OF AND ALONG THE T P R R 25 FEET W OF CROSS ROAD.  50 FEET S
 DN0071'OF TRACK.
 DN0071
 DN0071                          STATION RECOVERY (1994)
 DN0071
 DN0071'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0513 ***********************************************************************
 BM0513  DESIGNATION -  215
 BM0513  PID         -  BM0513
 BM0513  STATE/COUNTY-  TX/BASTROP
 BM0513  USGS QUAD   -  ELGIN EAST (1982)
 BM0513
 BM0513                         *CURRENT SURVEY CONTROL
 BM0513  ___________________________________________________________________
 BM0513* NAD 83(1986)-  30 19 08.     (N)    097 18 25.     (W)     SCALED    
 BM0513* NAVD 88     -       155.29   (+/-2cm)     509.5    (feet)  VERTCON   
 BM0513  ___________________________________________________________________
 BM0513  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BM0513
 BM0513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0513
 BM0513.The horizontal coordinates were scaled from a topographic map and have
 BM0513.an estimated accuracy of +/- 6 seconds.
 BM0513
 BM0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0513.The vertical order pertains to the NGVD 29 superseded value.
 BM0513
 BM0513.The geoid height was determined by GEOID03.
 BM0513
 BM0513;                    North         East    Units  Estimated Accuracy
 BM0513;SPC TX C     - 3,076,260.      991,020.      MT  (+/- 180 meters Scaled)
 BM0513
 BM0513                          SUPERSEDED SURVEY CONTROL
 BM0513
 BM0513  NGVD 29 (??/??/92)  155.221  (m)          509.25   (f) ADJ UNCH    2 0
 BM0513
 BM0513.Superseded values are not recommended for survey control.
 BM0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0513.See file dsdata.txt to determine how the superseded data were derived.
 BM0513
 BM0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU627553(NAD 83)
 BM0513_MARKER: P = PIPE CAP
 BM0513_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0513_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0513_STAMPING: 215
 BM0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0513
 BM0513  HISTORY     - Date     Condition        Report By
 BM0513  HISTORY     - UNK      MONUMENTED       USGS
 BM0513  HISTORY     - 1938     GOOD             NGS
 BM0513
 BM0513                          STATION DESCRIPTION
 BM0513
 BM0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0513'4.6 MI E FROM ELGIN.
 BM0513'4.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0513'ELGIN, BASTROP COUNTY, AT CROSSING 83 A, 200 FEET SOUTH OF THE
 BM0513'CENTERLINE OF STATE HIGHWAY 20, AND 100 FEET SOUTH OF THE CENTERLINE
 BM0513'OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 BM0513'215 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3498 ***********************************************************************
 AW3498  DESIGNATION -  215+00 800
 AW3498  PID         -  AW3498
 AW3498  STATE/COUNTY-  TX/HARRIS
 AW3498  USGS QUAD   -  LA PORTE (1982)
 AW3498
 AW3498                         *CURRENT SURVEY CONTROL
 AW3498  ___________________________________________________________________
 AW3498* NAD 83(1986)-  29 43 13.     (N)    095 01 23.     (W)     SCALED    
 AW3498* NAVD 88     -         0.56   (+/-2cm)       1.8    (feet)  VERTCON   
 AW3498  ___________________________________________________________________
 AW3498  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3498
 AW3498  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3498
 AW3498.The horizontal coordinates were scaled from a topographic map and have
 AW3498.an estimated accuracy of +/- 6 seconds.
 AW3498
 AW3498.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3498.The vertical order pertains to the NGVD 29 superseded value.
 AW3498
 AW3498.The geoid height was determined by GEOID03.
 AW3498
 AW3498;                    North         East    Units  Estimated Accuracy
 AW3498;SPC TXSC     - 4,215,670.      984,670.      MT  (+/- 180 meters Scaled)
 AW3498
 AW3498                          SUPERSEDED SURVEY CONTROL
 AW3498
 AW3498  NGVD 29 (??/??/92)    0.559  (m)            1.83   (f) ADJ UNCH    1 2
 AW3498
 AW3498.Superseded values are not recommended for survey control.
 AW3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3498.See file dsdata.txt to determine how the superseded data were derived.
 AW3498
 AW3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN043895(NAD 83)
 AW3498_MARKER: DD = SURVEY DISK
 AW3498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3498_STAMPING: 215+00 800
 AW3498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3498+STABILITY: SURFACE MOTION
 AW3498
 AW3498  HISTORY     - Date     Condition        Report By
 AW3498  HISTORY     - UNK      MONUMENTED       USE
 AW3498  HISTORY     - 1964     GOOD             NGS
 AW3498
 AW3498                          STATION DESCRIPTION
 AW3498
 AW3498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3498'4.95 MI NW FROM MORGAN POINT.
 AW3498'ABOUT 4.95 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3498'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON ALEXANDER
 AW3498'ISLAND, ABOUT 1.4 MILES NORTHWEST OF THE STATE HIGHWAY DEPARTMENT
 AW3498'BUILDING AT THE SOUTHWEST END OF THE BAYTOWN-LA PORTE TUNNEL, ABOUT
 AW3498'0.1 MILE NORTHEAST OF A CLAY ROAD, 185 FEET SOUTHEAST OF A THICKET,
 AW3498'ABOUT 25 FEET WEST OF THE HIGH WATER LINE, 21 FEET EAST OF THE EAST
 AW3498'EDGE OF A SMALL PIT FILLED WITH WATER, 2.0 FEET NORTH OF A 6 X 6-INCH
 AW3498'POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT 8 INCHES BELOW THE
 AW3498'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0406 ***********************************************************************
 CU0406  DESIGNATION -  2153.6
 CU0406  PID         -  CU0406
 CU0406  STATE/COUNTY-  TX/FISHER
 CU0406  USGS QUAD   -  BERNECKER (1969)
 CU0406
 CU0406                         *CURRENT SURVEY CONTROL
 CU0406  ___________________________________________________________________
 CU0406* NAD 83(1986)-  32 34 12.     (N)    100 32 42.     (W)     SCALED    
 CU0406* NAVD 88     -       656.666  (meters)    2154.41   (feet)  ADJUSTED  
 CU0406  ___________________________________________________________________
 CU0406  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CU0406  DYNAMIC HT  -         655.792 (meters)    2151.54  (feet)  COMP
 CU0406  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 CU0406
 CU0406  VERT ORDER  -  FIRST     CLASS II
 CU0406
 CU0406.The horizontal coordinates were scaled from a topographic map and have
 CU0406.an estimated accuracy of +/- 6 seconds.
 CU0406
 CU0406.The orthometric height was determined by differential leveling
 CU0406.and adjusted by the National Geodetic Survey in June 1991..
 CU0406
 CU0406.The geoid height was determined by GEOID03.
 CU0406
 CU0406.The dynamic height is computed by dividing the NAVD 88
 CU0406.geopotential number by the normal gravity value computed on the
 CU0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0406.degrees latitude (g = 980.6199 gals.).
 CU0406
 CU0406.The modeled gravity was interpolated from observed gravity values.
 CU0406
 CU0406;                    North         East    Units  Estimated Accuracy
 CU0406;SPC TXNC     - 2,102,040.      408,000.      MT  (+/- 180 meters Scaled)
 CU0406
 CU0406                          SUPERSEDED SURVEY CONTROL
 CU0406
 CU0406  NGVD 29 (??/??/92)  656.425  (m)         2153.62   (f) ADJ UNCH    1 2
 CU0406
 CU0406.Superseded values are not recommended for survey control.
 CU0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0406.See file dsdata.txt to determine how the superseded data were derived.
 CU0406
 CU0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB549046(NAD 83)
 CU0406_MARKER: B = BOLT
 CU0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0406_SP_SET: ABUTMENT
 CU0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0406
 CU0406  HISTORY     - Date     Condition        Report By
 CU0406  HISTORY     - UNK      MONUMENTED       ATSFRR
 CU0406  HISTORY     - 1958     GOOD             NGS
 CU0406
 CU0406                          STATION DESCRIPTION
 CU0406
 CU0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0406'4.5 MI NW FROM GANNON.
 CU0406'4.5 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0406'GANNON, FISHER COUNTY, 0.1 MILE SOUTHEAST OF MILEPOST 783, AT BRIDGE
 CU0406'783A, IN THE SOUTHEAST ABUTMENT, AND ON THE NORTHEAST SIDE OF THE
 CU0406'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1007 ***********************************************************************
 AE1007  DESIGNATION -  216
 AE1007  PID         -  AE1007
 AE1007  STATE/COUNTY-  TX/STARR
 AE1007  USGS QUAD   -  SALINENO (1980)
 AE1007
 AE1007                         *CURRENT SURVEY CONTROL
 AE1007  ___________________________________________________________________
 AE1007* NAD 83(1986)-  26 33 23.     (N)    099 07 19.     (W)     SCALED    
 AE1007* NAVD 88     -        78.032  (meters)     256.01   (feet)  ADJUSTED  
 AE1007  ___________________________________________________________________
 AE1007  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AE1007  DYNAMIC HT  -          77.904 (meters)     255.59  (feet)  COMP
 AE1007  MODELED GRAV-     979,012.1   (mgal)                       NAVD 88
 AE1007
 AE1007  VERT ORDER  -  FIRST     CLASS II
 AE1007
 AE1007.The horizontal coordinates were scaled from a topographic map and have
 AE1007.an estimated accuracy of +/- 6 seconds.
 AE1007
 AE1007.The orthometric height was determined by differential leveling
 AE1007.and adjusted by the National Geodetic Survey in June 1991..
 AE1007
 AE1007.The geoid height was determined by GEOID03.
 AE1007
 AE1007.The dynamic height is computed by dividing the NAVD 88
 AE1007.geopotential number by the normal gravity value computed on the
 AE1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1007.degrees latitude (g = 980.6199 gals.).
 AE1007
 AE1007.The modeled gravity was interpolated from observed gravity values.
 AE1007
 AE1007;                    North         East    Units  Estimated Accuracy
 AE1007;SPC TX S     - 5,098,730.      238,030.      MT  (+/- 180 meters Scaled)
 AE1007
 AE1007                          SUPERSEDED SURVEY CONTROL
 AE1007
 AE1007  NGVD 29 (??/??/92)   78.082  (m)          256.17   (f) ADJ UNCH    1 2
 AE1007
 AE1007.Superseded values are not recommended for survey control.
 AE1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1007.See file dsdata.txt to determine how the superseded data were derived.
 AE1007
 AE1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ878373(NAD 83)
 AE1007_MARKER: DD = SURVEY DISK
 AE1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1007_STAMPING: 216 255.952
 AE1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1007+STABILITY: SURFACE MOTION
 AE1007
 AE1007  HISTORY     - Date     Condition        Report By
 AE1007  HISTORY     - UNK      MONUMENTED       IBC
 AE1007  HISTORY     - 1956     GOOD             NGS
 AE1007
 AE1007                          STATION DESCRIPTION
 AE1007
 AE1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1007'0.45 MI S FROM FALCON HIGHTS.
 AE1007'0.45 MILE SOUTH ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1007'HIGHTS, 0.1 MILE SOUTHEAST OF A JUNCTION WITH A DIRT ROAD LEADING
 AE1007'SOUTHWEST, 0.15 MILE NORTHWEST OF A BRIDGE OVER ARROYO MERTEROS, 416
 AE1007'FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 320 FEET SOUTHWEST
 AE1007'OF THE SOUTH CORNER OF A BRICK BUILDING, 75 FEET SOUTHWEST OF THE
 AE1007'SOUTHWEST BANK OF A DRY CREEK, 2 FEET SOUTH OF A WITNESS POST, SET IN
 AE1007'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0506 ***********************************************************************
 BM0506  DESIGNATION -  216
 BM0506  PID         -  BM0506
 BM0506  STATE/COUNTY-  TX/BASTROP
 BM0506  USGS QUAD   -  MC DADE (1982)
 BM0506
 BM0506                         *CURRENT SURVEY CONTROL
 BM0506  ___________________________________________________________________
 BM0506* NAD 83(1986)-  30 17 12.     (N)    097 14 22.     (W)     SCALED    
 BM0506* NAVD 88     -       170.81   (+/-2cm)     560.4    (feet)  VERTCON   
 BM0506  ___________________________________________________________________
 BM0506  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0506
 BM0506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0506
 BM0506.The horizontal coordinates were scaled from a topographic map and have
 BM0506.an estimated accuracy of +/- 6 seconds.
 BM0506
 BM0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0506.The vertical order pertains to the NGVD 29 superseded value.
 BM0506
 BM0506.The geoid height was determined by GEOID03.
 BM0506
 BM0506;                    North         East    Units  Estimated Accuracy
 BM0506;SPC TX C     - 3,072,870.      997,610.      MT  (+/- 180 meters Scaled)
 BM0506
 BM0506                          SUPERSEDED SURVEY CONTROL
 BM0506
 BM0506  NGVD 29 (??/??/92)  170.745  (m)          560.19   (f) ADJ UNCH    2 0
 BM0506
 BM0506.Superseded values are not recommended for survey control.
 BM0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0506.See file dsdata.txt to determine how the superseded data were derived.
 BM0506
 BM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU693518(NAD 83)
 BM0506_MARKER: P = PIPE CAP
 BM0506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0506_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0506_STAMPING: 216
 BM0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0506
 BM0506  HISTORY     - Date     Condition        Report By
 BM0506  HISTORY     - UNK      MONUMENTED       USGS
 BM0506  HISTORY     - 1938     GOOD             NGS
 BM0506  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0506
 BM0506                          STATION DESCRIPTION
 BM0506
 BM0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0506'IN MCDADE.
 BM0506'AT MCDADE, BASTROP COUNTY, 53 FEET NORTH OF THE SOUTHERN PACIFIC
 BM0506'RAILROAD STATION, 0.4 MILE EAST OF MILEPOST 78, AT A ROAD CROSSING, 34
 BM0506'FEET WEST OF THE ROAD, AND 34 FEET NORTH OF THE CENTERLINE OF THE
 BM0506'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 216
 BM0506'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 BM0506
 BM0506                          STATION RECOVERY (2004)
 BM0506
 BM0506'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 BM0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1776 ***********************************************************************
 CS1776  DESIGNATION -  216 TXGS
 CS1776  PID         -  CS1776
 CS1776  STATE/COUNTY-  TX/TARRANT
 CS1776  USGS QUAD   -  HALTOM CITY (1981)
 CS1776
 CS1776                         *CURRENT SURVEY CONTROL
 CS1776  ___________________________________________________________________
 CS1776* NAD 83(1986)-  32 46 42.     (N)    097 20 50.     (W)     SCALED    
 CS1776* NAVD 88     -       168.546  (meters)     552.97   (feet)  ADJUSTED  
 CS1776  ___________________________________________________________________
 CS1776  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1776  DYNAMIC HT  -         168.349 (meters)     552.33  (feet)  COMP
 CS1776  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 CS1776
 CS1776  VERT ORDER  -  FIRST     CLASS II
 CS1776
 CS1776.The horizontal coordinates were scaled from a topographic map and have
 CS1776.an estimated accuracy of +/- 6 seconds.
 CS1776
 CS1776.The orthometric height was determined by differential leveling
 CS1776.and adjusted by the National Geodetic Survey in June 1991..
 CS1776.WARNING-Repeat measurements at this control monument indicate possible
 CS1776.vertical movement.
 CS1776
 CS1776.The geoid height was determined by GEOID03.
 CS1776
 CS1776.The dynamic height is computed by dividing the NAVD 88
 CS1776.geopotential number by the normal gravity value computed on the
 CS1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1776.degrees latitude (g = 980.6199 gals.).
 CS1776
 CS1776.The modeled gravity was interpolated from observed gravity values.
 CS1776
 CS1776;                    North         East    Units  Estimated Accuracy
 CS1776;SPC TXNC     - 2,123,870.      707,990.      MT  (+/- 180 meters Scaled)
 CS1776
 CS1776                          SUPERSEDED SURVEY CONTROL
 CS1776
 CS1776  NGVD 29 (??/??/92)  168.543  (m)          552.96   (f) ADJ UNCH    1 2
 CS1776
 CS1776.Superseded values are not recommended for survey control.
 CS1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1776.See file dsdata.txt to determine how the superseded data were derived.
 CS1776
 CS1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB547279(NAD 83)
 CS1776_MARKER: DB = BENCH MARK DISK
 CS1776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1776_SP_SET: WALK
 CS1776_STAMPING: 216
 CS1776_MARK LOGO: TXGS  
 CS1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1776
 CS1776  HISTORY     - Date     Condition        Report By
 CS1776  HISTORY     - UNK      MONUMENTED       TXGS
 CS1776  HISTORY     - 1947     GOOD             NGS
 CS1776  HISTORY     - 1957     GOOD             NGS
 CS1776  HISTORY     - 1984     GOOD             NGS
 CS1776  HISTORY     - 1986     GOOD             USPSQD
 CS1776  HISTORY     - 19970301 GOOD             USPSQD
 CS1776
 CS1776                          STATION DESCRIPTION
 CS1776
 CS1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1776'IN FORT WORTH.
 CS1776'ABOUT 1.6 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT
 CS1776'THE TRIANGULAR INTERSECTION OF NORTH MAIN STREET WITH ELLIS AVENUE.
 CS1776'66.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A GULF SERVICE STATION,
 CS1776'52.0 FEET EAST OF THE CENTER LINE OF ELLIS AVENUE, 41.0 FEET WEST OF
 CS1776'THE CENTER LINE OF NORTH MAIN STREET.  A BRONZE DISK SET FLUSH IN THE
 CS1776'CONCRETE DRIVEWAY OF THE STATION.
 CS1776
 CS1776                          STATION RECOVERY (1957)
 CS1776
 CS1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1776'RECOVERED IN GOOD CONDITION.
 CS1776
 CS1776                          STATION RECOVERY (1984)
 CS1776
 CS1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1776'RECOVERED IN GOOD CONDITION.
 CS1776
 CS1776                          STATION RECOVERY (1986)
 CS1776
 CS1776'RECOVERY NOTE BY US POWER SQUADRON 1986 (RHB)
 CS1776'RECOVERED IN GOOD CONDITION.
 CS1776
 CS1776                          STATION RECOVERY (1997)
 CS1776
 CS1776'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0379 ***********************************************************************
 BN0379  DESIGNATION -  2167.0
 BN0379  PID         -  BN0379
 BN0379  STATE/COUNTY-  TX/MENARD
 BN0379  USGS QUAD   -  SPOON DRAW (1970)
 BN0379
 BN0379                         *CURRENT SURVEY CONTROL
 BN0379  ___________________________________________________________________
 BN0379* NAD 83(1986)-  30 47 37.     (N)    099 49 26.     (W)     SCALED    
 BN0379* NAVD 88     -       661.465  (meters)    2170.16   (feet)  POSTED    
 BN0379  ___________________________________________________________________
 BN0379  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BN0379  DYNAMIC HT  -         660.530 (meters)    2167.09  (feet)  COMP
 BN0379  MODELED GRAV-     979,208.0   (mgal)                       NAVD 88
 BN0379
 BN0379  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0379
 BN0379.The horizontal coordinates were scaled from a topographic map and have
 BN0379.an estimated accuracy of +/- 6 seconds.
 BN0379
 BN0379.The orthometric height was determined by differential leveling
 BN0379.and adjusted by the National Geodetic Survey in 1992..
 BN0379.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0379.rate of 0.0 thru 1.0 mm/km.
 BN0379
 BN0379.The geoid height was determined by GEOID03.
 BN0379
 BN0379.The dynamic height is computed by dividing the NAVD 88
 BN0379.geopotential number by the normal gravity value computed on the
 BN0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0379.degrees latitude (g = 980.6199 gals.).
 BN0379
 BN0379.The modeled gravity was interpolated from observed gravity values.
 BN0379
 BN0379;                    North         East    Units  Estimated Accuracy
 BN0379;SPC TX C     - 3,125,040.      748,750.      MT  (+/- 180 meters Scaled)
 BN0379
 BN0379                          SUPERSEDED SURVEY CONTROL
 BN0379
 BN0379  NGVD 29 (??/??/92)  661.397  (m)         2169.93   (f) ADJ UNCH    1 2
 BN0379
 BN0379.Superseded values are not recommended for survey control.
 BN0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0379.See file dsdata.txt to determine how the superseded data were derived.
 BN0379
 BN0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV211070(NAD 83)
 BN0379_MARKER: N = NAIL
 BN0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0379_SP_SET: OAK TREE
 BN0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0379
 BN0379  HISTORY     - Date     Condition        Report By
 BN0379  HISTORY     - UNK      MONUMENTED       USGS
 BN0379  HISTORY     - 1931     GOOD             NGS
 BN0379  HISTORY     - 1935     GOOD             NGS
 BN0379  HISTORY     - 19981226 MARK NOT FOUND   USPSQD
 BN0379
 BN0379                          STATION DESCRIPTION
 BN0379
 BN0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0379'10.3 MI S FROM MENARD.
 BN0379'10.3 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MENARD, MENARD COUNTY, 80
 BN0379'FEET WEST OF A RIGHT-ANGLE TURN IN THE HIGHWAY, 10 FEET NORTH OF THE
 BN0379'SOUTH FENCE, AND IN A ROOT OF A 12-INCH LIVE OAK TREE MARKED WITH THE
 BN0379'PAINTED LETTERS USBM 2167.0.  A U. S. GEOLOGICAL SURVEY STANDARD
 BN0379'COPPER NAIL AND WASHER.
 BN0379
 BN0379                          STATION RECOVERY (1935)
 BN0379
 BN0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0379'RECOVERED IN GOOD CONDITION.
 BN0379
 BN0379                          STATION RECOVERY (1998)
 BN0379
 BN0379'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0609 ***********************************************************************
 CS0609  DESIGNATION -  217 USE
 CS0609  PID         -  CS0609
 CS0609  STATE/COUNTY-  TX/HENDERSON
 CS0609  USGS QUAD   -  MALAKOFF (1981)
 CS0609
 CS0609                         *CURRENT SURVEY CONTROL
 CS0609  ___________________________________________________________________
 CS0609* NAD 83(1986)-  32 08 20.     (N)    096 06 13.     (W)     SCALED    
 CS0609* NAVD 88     -        88.098  (meters)     289.03   (feet)  ADJUSTED  
 CS0609  ___________________________________________________________________
 CS0609  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0609  DYNAMIC HT  -          87.996 (meters)     288.70  (feet)  COMP
 CS0609  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 CS0609
 CS0609  VERT ORDER  -  SECOND    CLASS 0
 CS0609
 CS0609.The horizontal coordinates were scaled from a topographic map and have
 CS0609.an estimated accuracy of +/- 6 seconds.
 CS0609
 CS0609.The orthometric height was determined by differential leveling
 CS0609.and adjusted by the National Geodetic Survey in June 1991..
 CS0609
 CS0609.The geoid height was determined by GEOID03.
 CS0609
 CS0609.The dynamic height is computed by dividing the NAVD 88
 CS0609.geopotential number by the normal gravity value computed on the
 CS0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0609.degrees latitude (g = 980.6199 gals.).
 CS0609
 CS0609.The modeled gravity was interpolated from observed gravity values.
 CS0609
 CS0609;                    North         East    Units  Estimated Accuracy
 CS0609;SPC TXNC     - 2,054,950.      826,080.      MT  (+/- 180 meters Scaled)
 CS0609
 CS0609                          SUPERSEDED SURVEY CONTROL
 CS0609
 CS0609  NGVD 29 (??/??/92)   88.096  (m)          289.03   (f) ADJ UNCH    2 0
 CS0609
 CS0609.Superseded values are not recommended for survey control.
 CS0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0609.See file dsdata.txt to determine how the superseded data were derived.
 CS0609
 CS0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA732595(NAD 83)
 CS0609_MARKER: P = PIPE CAP
 CS0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0609_STAMPING: 217
 CS0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0609+STABILITY: SURFACE MOTION
 CS0609
 CS0609  HISTORY     - Date     Condition        Report By
 CS0609  HISTORY     - UNK      MONUMENTED       DOD
 CS0609  HISTORY     - 1933     GOOD             NGS
 CS0609  HISTORY     - 1960     MARK NOT FOUND   TXHD
 CS0609
 CS0609                          STATION DESCRIPTION
 CS0609
 CS0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0609'0.8 MI W FROM TRINIDAD.
 CS0609'0.8 MILES WEST OF, ALONG ST.L. AND S.W.RY. SECTION HOUSE AT EAST END
 CS0609'OF STEEL BRIDGE NO. 586 CROSSING TRINITY RIVER.  900 FEET SOUTH OF
 CS0609'TRACK.  ABOUT 100 FEET EAST OF RIVER BANK.  3 INCH PIPE SET IN TOP OF
 CS0609'CONCRETE POST.
 CS0609
 CS0609                          STATION RECOVERY (1960)
 CS0609
 CS0609'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1960
 CS0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1785 ***********************************************************************
 BK1785  DESIGNATION -  21.7 USGS
 BK1785  PID         -  BK1785
 BK1785  STATE/COUNTY-  TX/ORANGE
 BK1785  USGS QUAD   -  MAURICEVILLE (1974)
 BK1785
 BK1785                         *CURRENT SURVEY CONTROL
 BK1785  ___________________________________________________________________
 BK1785* NAD 83(1986)-  30 09 30.     (N)    093 50 12.     (W)     SCALED    
 BK1785* NAVD 88     -         6.62   (+/-2cm)      21.7    (feet)  VERTCON   
 BK1785  ___________________________________________________________________
 BK1785  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BK1785
 BK1785  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1785
 BK1785.The horizontal coordinates were scaled from a topographic map and have
 BK1785.an estimated accuracy of +/- 6 seconds.
 BK1785
 BK1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1785.The vertical order pertains to the NGVD 29 superseded value.
 BK1785
 BK1785.The geoid height was determined by GEOID03.
 BK1785
 BK1785;                    North         East    Units  Estimated Accuracy
 BK1785;SPC TX C     - 3,072,780.    1,325,480.      MT  (+/- 180 meters Scaled)
 BK1785
 BK1785                          SUPERSEDED SURVEY CONTROL
 BK1785
 BK1785  NGVD 29 (??/??/??)    6.574  (m)           21.57   (f) ADJUSTED    1 2
 BK1785
 BK1785.Superseded values are not recommended for survey control.
 BK1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1785.See file dsdata.txt to determine how the superseded data were derived.
 BK1785
 BK1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP194366(NAD 83)
 BK1785_MARKER: Q = CHISELED SQUARE
 BK1785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1785_SP_SET: CULVERT
 BK1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1785
 BK1785  HISTORY     - Date     Condition        Report By
 BK1785  HISTORY     - UNK      MONUMENTED       USGS
 BK1785  HISTORY     - 1966     GOOD             CGS
 BK1785  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1785  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1785  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1785
 BK1785                          STATION DESCRIPTION
 BK1785
 BK1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BK1785'7.8 MI NW FROM ORANGE.
 BK1785'7.8 MILES NORTHWEST ALONG THE ORANGE AND NORTHWESTERN RAILROAD FROM
 BK1785'ORANGE, ORANGE COUNTY, 0.2 MILE SOUTH OF MILEPOST C 481, WEST OF
 BK1785'TRESTLE C 481.2, 60 FEET WEST OF THE TRACK, AND ON THE TOP OF THE
 BK1785'SOUTH END OF A CONCRETE-BOX CULVERT ON THE EAST SIDE OF THE TRACK.  A
 BK1785'CHISELED SQUARE.
 BK1785
 BK1785                          STATION RECOVERY (1979)
 BK1785
 BK1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1785'MARK NOT FOUND.
 BK1785
 BK1785                          STATION RECOVERY (2002)
 BK1785
 BK1785'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1785'MARK NOT FOUND.
 BK1785
 BK1785                          STATION RECOVERY (2004)
 BK1785
 BK1785'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1785'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1883 ***********************************************************************
 BK1883  DESIGNATION -  217.77 ATSFRR
 BK1883  PID         -  BK1883
 BK1883  STATE/COUNTY-  TX/JASPER
 BK1883  USGS QUAD   -  JASPER EAST (1984)
 BK1883
 BK1883                         *CURRENT SURVEY CONTROL
 BK1883  ___________________________________________________________________
 BK1883* NAD 83(1986)-  30 54 30.     (N)    093 58 29.     (W)     SCALED    
 BK1883* NAVD 88     -        66.67   (+/-2cm)     218.7    (feet)  VERTCON   
 BK1883  ___________________________________________________________________
 BK1883  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BK1883
 BK1883  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1883
 BK1883.The horizontal coordinates were scaled from a topographic map and have
 BK1883.an estimated accuracy of +/- 6 seconds.
 BK1883
 BK1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1883.The vertical order pertains to the NGVD 29 superseded value.
 BK1883
 BK1883.The geoid height was determined by GEOID03.
 BK1883
 BK1883;                    North         East    Units  Estimated Accuracy
 BK1883;SPC TX C     - 3,155,010.    1,307,450.      MT  (+/- 180 meters Scaled)
 BK1883
 BK1883                          SUPERSEDED SURVEY CONTROL
 BK1883
 BK1883  NGVD 29 (??/??/??)   66.666  (m)          218.72   (f) ADJUSTED    1 2
 BK1883
 BK1883.Superseded values are not recommended for survey control.
 BK1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1883.See file dsdata.txt to determine how the superseded data were derived.
 BK1883
 BK1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ068198(NAD 83)
 BK1883_MARKER: Z = SEE DESCRIPTION
 BK1883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1883_SP_SET: RAIL
 BK1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1883
 BK1883  HISTORY     - Date     Condition        Report By
 BK1883  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1883  HISTORY     - 1932     GOOD             CGS
 BK1883  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1883
 BK1883                          STATION DESCRIPTION
 BK1883
 BK1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1883'1.6 MI S FROM JASPER.
 BK1883'1.6 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1883'STATION AT JASPER, JASPER COUNTY, 75 FEET SOUTHWEST OF MILE RAIL 72,
 BK1883'35 FEET WEST OF THE TRACK, AND 4 FEET WEST OF MILE POLE 72.  THE TOP
 BK1883'OF A VERTICAL RAIL PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- ROADS
 BK1883'IMPASSABLE.
 BK1883
 BK1883                          STATION RECOVERY (1934)
 BK1883
 BK1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1778 ***********************************************************************
 CS1778  DESIGNATION -  218 TXGS
 CS1778  PID         -  CS1778
 CS1778  STATE/COUNTY-  TX/TARRANT
 CS1778  USGS QUAD   -  HALTOM CITY (1981)
 CS1778
 CS1778                         *CURRENT SURVEY CONTROL
 CS1778  ___________________________________________________________________
 CS1778* NAD 83(1986)-  32 46 25.     (N)    097 20 58.     (W)     SCALED    
 CS1778* NAVD 88     -       173.509  (meters)     569.25   (feet)  ADJUSTED  
 CS1778  ___________________________________________________________________
 CS1778  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1778  DYNAMIC HT  -         173.306 (meters)     568.59  (feet)  COMP
 CS1778  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 CS1778
 CS1778  VERT ORDER  -  FIRST     CLASS II
 CS1778
 CS1778.The horizontal coordinates were scaled from a topographic map and have
 CS1778.an estimated accuracy of +/- 6 seconds.
 CS1778
 CS1778.The orthometric height was determined by differential leveling
 CS1778.and adjusted by the National Geodetic Survey in June 1991..
 CS1778
 CS1778.The geoid height was determined by GEOID03.
 CS1778
 CS1778.The dynamic height is computed by dividing the NAVD 88
 CS1778.geopotential number by the normal gravity value computed on the
 CS1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1778.degrees latitude (g = 980.6199 gals.).
 CS1778
 CS1778.The modeled gravity was interpolated from observed gravity values.
 CS1778
 CS1778;                    North         East    Units  Estimated Accuracy
 CS1778;SPC TXNC     - 2,123,340.      707,780.      MT  (+/- 180 meters Scaled)
 CS1778
 CS1778                          SUPERSEDED SURVEY CONTROL
 CS1778
 CS1778  NGVD 29 (??/??/92)  173.509  (m)          569.25   (f) ADJ UNCH    1 2
 CS1778
 CS1778.Superseded values are not recommended for survey control.
 CS1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1778.See file dsdata.txt to determine how the superseded data were derived.
 CS1778
 CS1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB545273(NAD 83)
 CS1778_MARKER: DB = BENCH MARK DISK
 CS1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1778_STAMPING: 218
 CS1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1778+STABILITY: SURFACE MOTION
 CS1778
 CS1778  HISTORY     - Date     Condition        Report By
 CS1778  HISTORY     - UNK      MONUMENTED       TXGS
 CS1778  HISTORY     - 1947     GOOD             NGS
 CS1778  HISTORY     - 1957     GOOD             NGS
 CS1778  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1778  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1778
 CS1778                          STATION DESCRIPTION
 CS1778
 CS1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1778'IN FORT WORTH.
 CS1778'ABOUT 1.5 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT
 CS1778'THE INTERSECTION OF NORTHWEST 12TH STREET AND CIRCLE PARK BOULEVARD,
 CS1778'85 FEET EAST OF THE BASE OF A FIRE HYDRANT AT THE NORTHWEST CORNER OF
 CS1778'THE INTERSECTION, 44 FEET NORTHWEST OF THE CENTER LINE OF NORTHWEST
 CS1778'12TH STREET, IN THE CENTER OF THE PARKWAY ON THE NORTHWEST SIDE OF
 CS1778'NORTHWEST 12TH STREET, 4 FEET NORTHWEST OF THE NORTH CURB LINE OF
 CS1778'NORTHWEST 12TH STREET.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS1778'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS1778
 CS1778                          STATION RECOVERY (1957)
 CS1778
 CS1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1778'RECOVERED IN GOOD CONDITION.
 CS1778
 CS1778                          STATION RECOVERY (1984)
 CS1778
 CS1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1778'MARK NOT FOUND.
 CS1778
 CS1778                          STATION RECOVERY (1989)
 CS1778
 CS1778'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0203 ***********************************************************************
 CU0203  DESIGNATION -  2183 USGS
 CU0203  PID         -  CU0203
 CU0203  STATE/COUNTY-  TX/NOLAN
 CU0203  USGS QUAD   -  BLACKWELL NE (1987)
 CU0203
 CU0203                         *CURRENT SURVEY CONTROL
 CU0203  ___________________________________________________________________
 CU0203* NAD 83(1986)-  32 07 45.     (N)    100 21 32.     (W)     SCALED    
 CU0203* NAVD 88     -       665.631  (meters)    2183.82   (feet)  ADJUSTED  
 CU0203  ___________________________________________________________________
 CU0203  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CU0203  DYNAMIC HT  -         664.748 (meters)    2180.93  (feet)  COMP
 CU0203  MODELED GRAV-     979,291.5   (mgal)                       NAVD 88
 CU0203
 CU0203  VERT ORDER  -  SECOND    CLASS 0
 CU0203
 CU0203.The horizontal coordinates were scaled from a topographic map and have
 CU0203.an estimated accuracy of +/- 6 seconds.
 CU0203
 CU0203.The orthometric height was determined by differential leveling
 CU0203.and adjusted by the National Geodetic Survey in June 1991..
 CU0203
 CU0203.The geoid height was determined by GEOID03.
 CU0203
 CU0203.The dynamic height is computed by dividing the NAVD 88
 CU0203.geopotential number by the normal gravity value computed on the
 CU0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0203.degrees latitude (g = 980.6199 gals.).
 CU0203
 CU0203.The modeled gravity was interpolated from observed gravity values.
 CU0203
 CU0203;                    North         East    Units  Estimated Accuracy
 CU0203;SPC TXNC     - 2,052,840.      424,600.      MT  (+/- 180 meters Scaled)
 CU0203
 CU0203                          SUPERSEDED SURVEY CONTROL
 CU0203
 CU0203  NGVD 29 (??/??/92)  665.42   (m)         2183.1    (f) COMPUTED    2 0
 CU0203
 CU0203.Superseded values are not recommended for survey control.
 CU0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0203.See file dsdata.txt to determine how the superseded data were derived.
 CU0203
 CU0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA718555(NAD 83)
 CU0203_MARKER: P = PIPE CAP
 CU0203_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0203_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0203_STAMPING: 2183.148 1921
 CU0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0203
 CU0203  HISTORY     - Date     Condition        Report By
 CU0203  HISTORY     - 1921     MONUMENTED       USGS
 CU0203  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0203
 CU0203                          STATION DESCRIPTION
 CU0203
 CU0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0203'3.7 MI N FROM BLACKWELL.
 CU0203'3.7 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0203'STATION AT BLACKWELL, NOLAN COUNTY, 0.3 MILE SOUTH OF MILEPOST 667, AT
 CU0203'A ROAD CROSSING, 40 FEET WEST OF THE CENTERLINE OF THE TRACK, 20 FEET
 CU0203'NORTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH OF THE
 CU0203'EAST-AND-WEST FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 CU0203'STAMPED 2183.148 1921 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 CU0203'PIPE.  NOTE-- IT WAS ORIGINALLY 20 FEET FROM THE CENTER LINE OF A ROAD
 CU0203'AND THE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0394 ***********************************************************************
 DM0394  DESIGNATION -  219
 DM0394  PID         -  DM0394
 DM0394  STATE/COUNTY-  TX/RED RIVER
 DM0394  USGS QUAD   -  CLARKSVILLE (1964)
 DM0394
 DM0394                         *CURRENT SURVEY CONTROL
 DM0394  ___________________________________________________________________
 DM0394* NAD 83(1986)-  33 36 40.     (N)    095 01 30.     (W)     SCALED    
 DM0394* NAVD 88     -       129.604  (meters)     425.21   (feet)  ADJUSTED  
 DM0394  ___________________________________________________________________
 DM0394  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DM0394  DYNAMIC HT  -         129.469 (meters)     424.77  (feet)  COMP
 DM0394  MODELED GRAV-     979,592.7   (mgal)                       NAVD 88
 DM0394
 DM0394  VERT ORDER  -  SECOND    CLASS 0
 DM0394
 DM0394.The horizontal coordinates were scaled from a topographic map and have
 DM0394.an estimated accuracy of +/- 6 seconds.
 DM0394
 DM0394.The orthometric height was determined by differential leveling
 DM0394.and adjusted by the National Geodetic Survey in June 1991..
 DM0394
 DM0394.The geoid height was determined by GEOID03.
 DM0394
 DM0394.The dynamic height is computed by dividing the NAVD 88
 DM0394.geopotential number by the normal gravity value computed on the
 DM0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0394.degrees latitude (g = 980.6199 gals.).
 DM0394
 DM0394.The modeled gravity was interpolated from observed gravity values.
 DM0394
 DM0394;                    North         East    Units  Estimated Accuracy
 DM0394;SPC TXNC     - 2,220,960.      922,410.      MT  (+/- 180 meters Scaled)
 DM0394
 DM0394                          SUPERSEDED SURVEY CONTROL
 DM0394
 DM0394  NGVD 29 (??/??/92)  129.600  (m)          425.20   (f) ADJ UNCH    2 0
 DM0394
 DM0394.Superseded values are not recommended for survey control.
 DM0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0394.See file dsdata.txt to determine how the superseded data were derived.
 DM0394
 DM0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT121208(NAD 83)
 DM0394_MARKER: DD = SURVEY DISK
 DM0394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0394_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0394_STAMPING: STA 219
 DM0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0394
 DM0394  HISTORY     - Date     Condition        Report By
 DM0394  HISTORY     - UNK      MONUMENTED       USGS
 DM0394  HISTORY     - 1934     GOOD             NGS
 DM0394
 DM0394                          STATION DESCRIPTION
 DM0394
 DM0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0394'1.6 MI E FROM CLARKSVILLE.
 DM0394'1.6 MI E OF AND ALONG THE T P R R AT A ROAD CROSSING WHERE STATE HWY 5
 DM0394'CROSSES THE RAILROAD.  62 FEET W OF CENTER OF HIGHWAY.  18 FEET N OF
 DM0394'CENTER OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0906 ***********************************************************************
 BZ0906  DESIGNATION -  219 GCSFRC
 BZ0906  PID         -  BZ0906
 BZ0906  STATE/COUNTY-  TX/BELL
 BZ0906  USGS QUAD   -  TEMPLE (1993)
 BZ0906
 BZ0906                         *CURRENT SURVEY CONTROL
 BZ0906  ___________________________________________________________________
 BZ0906* NAD 83(1986)-  31 06 17.     (N)    097 20 52.     (W)     SCALED    
 BZ0906* NAVD 88     -       223.612  (meters)     733.63   (feet)  POSTED    
 BZ0906  ___________________________________________________________________
 BZ0906  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BZ0906  DYNAMIC HT  -         223.320 (meters)     732.68  (feet)  COMP
 BZ0906  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BZ0906
 BZ0906  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BZ0906
 BZ0906.The horizontal coordinates were scaled from a topographic map and have
 BZ0906.an estimated accuracy of +/- 6 seconds.
 BZ0906
 BZ0906.The orthometric height was determined by differential leveling
 BZ0906.and adjusted by the National Geodetic Survey in 1992..
 BZ0906.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BZ0906.rate of 4.1 thru 8.0 mm/km.
 BZ0906
 BZ0906.The geoid height was determined by GEOID03.
 BZ0906
 BZ0906.The dynamic height is computed by dividing the NAVD 88
 BZ0906.geopotential number by the normal gravity value computed on the
 BZ0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0906.degrees latitude (g = 980.6199 gals.).
 BZ0906
 BZ0906.The modeled gravity was interpolated from observed gravity values.
 BZ0906
 BZ0906;                    North         East    Units  Estimated Accuracy
 BZ0906;SPC TX C     - 3,163,240.      984,750.      MT  (+/- 180 meters Scaled)
 BZ0906
 BZ0906                          SUPERSEDED SURVEY CONTROL
 BZ0906
 BZ0906  NGVD 29 (??/??/92)  223.548  (m)          733.42   (f) ADJ UNCH    2 0
 BZ0906
 BZ0906.Superseded values are not recommended for survey control.
 BZ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0906.See file dsdata.txt to determine how the superseded data were derived.
 BZ0906
 BZ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV575423(NAD 83)
 BZ0906_MARKER: Z = SEE DESCRIPTION
 BZ0906_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0906_SP_SET: MILEPOST
 BZ0906_STAMPING: 219
 BZ0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0906
 BZ0906  HISTORY     - Date     Condition        Report By
 BZ0906  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0906  HISTORY     - 1933     GOOD             NGS
 BZ0906  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 BZ0906  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0906
 BZ0906                          STATION DESCRIPTION
 BZ0906
 BZ0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0906'0.7 MI N FROM TEMPLE.
 BZ0906'0.7 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0906'TEMPLE, BELL COUNTY, AT MILEPOST 219, NORTHEAST OF THE YARD OFFICE,
 BZ0906'AND 12 FEET EAST OF THE CENTERLINE OF THE TRACK.  THE HIGH POINT OF A
 BZ0906'VERTICAL RAIL, MARKED 219 AND PROJECTING ABOUT 3 FEET ABOVE GROUND.
 BZ0906
 BZ0906                          STATION RECOVERY (2001)
 BZ0906
 BZ0906'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 BZ0906'MARK NOT FOUND.
 BZ0906
 BZ0906                          STATION RECOVERY (2003)
 BZ0906
 BZ0906'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0158 ***********************************************************************
 CB0158  DESIGNATION -  2190.5
 CB0158  PID         -  CB0158
 CB0158  STATE/COUNTY-  TX/SCHLEICHER
 CB0158  USGS QUAD   -  HULLDALE (1987)
 CB0158
 CB0158                         *CURRENT SURVEY CONTROL
 CB0158  ___________________________________________________________________
 CB0158* NAD 83(1986)-  31 01 53.     (N)    100 32 04.     (W)     SCALED    
 CB0158* NAVD 88     -       667.866  (meters)    2191.16   (feet)  ADJUSTED  
 CB0158  ___________________________________________________________________
 CB0158  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CB0158  DYNAMIC HT  -         666.937 (meters)    2188.11  (feet)  COMP
 CB0158  MODELED GRAV-     979,227.8   (mgal)                       NAVD 88
 CB0158
 CB0158  VERT ORDER  -  SECOND    CLASS 0
 CB0158
 CB0158.The horizontal coordinates were scaled from a topographic map and have
 CB0158.an estimated accuracy of +/- 6 seconds.
 CB0158
 CB0158.The orthometric height was determined by differential leveling
 CB0158.and adjusted by the National Geodetic Survey in June 1991..
 CB0158
 CB0158.The geoid height was determined by GEOID03.
 CB0158
 CB0158.The dynamic height is computed by dividing the NAVD 88
 CB0158.geopotential number by the normal gravity value computed on the
 CB0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0158.degrees latitude (g = 980.6199 gals.).
 CB0158
 CB0158.The modeled gravity was interpolated from observed gravity values.
 CB0158
 CB0158;                    North         East    Units  Estimated Accuracy
 CB0158;SPC TX C     - 3,151,300.      680,800.      MT  (+/- 180 meters Scaled)
 CB0158
 CB0158                          SUPERSEDED SURVEY CONTROL
 CB0158
 CB0158  NGVD 29 (??/??/92)  667.679  (m)         2190.54   (f) ADJ UNCH    2 0
 CB0158
 CB0158.Superseded values are not recommended for survey control.
 CB0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0158.See file dsdata.txt to determine how the superseded data were derived.
 CB0158
 CB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV535340(NAD 83)
 CB0158_MARKER: Q = CHISELED SQUARE
 CB0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0158_SP_SET: ABUTMENT
 CB0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0158
 CB0158  HISTORY     - Date     Condition        Report By
 CB0158  HISTORY     - UNK      MONUMENTED       TXHD
 CB0158  HISTORY     - 1934     GOOD             NGS
 CB0158  HISTORY     - 1972     MARK NOT FOUND   USGS
 CB0158
 CB0158                          STATION DESCRIPTION
 CB0158
 CB0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0158'11.7 MI S FROM CHRISTOVAL.
 CB0158'IN SCHLEICHER COUNTY, 11.7 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM
 CB0158'CHRISTOVAL, TOM GREEN COUNTY, AT A CONCRETE BRIDGE, ON THE TOP OF THE
 CB0158'NORTH END OF THE CONCRETE ABUTMENT, AND 9 FEET EAST OF THE CENTERLINE
 CB0158'OF THE HIGHWAY.  A CHISELED SQUARE.  NOTE-- BRIDGE HAS BEEN WIDENED.
 CB0158
 CB0158                          STATION RECOVERY (1972)
 CB0158
 CB0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CB0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1056 ***********************************************************************
 BY1056  DESIGNATION -  219.579
 BY1056  PID         -  BY1056
 BY1056  STATE/COUNTY-  TX/NACOGDOCHES
 BY1056  USGS QUAD   -  PLATT (1980)
 BY1056
 BY1056                         *CURRENT SURVEY CONTROL
 BY1056  ___________________________________________________________________
 BY1056* NAD 83(1986)-  31 29 34.     (N)    094 36 12.     (W)     SCALED    
 BY1056* NAVD 88     -        66.77   (+/-2cm)     219.1    (feet)  VERTCON   
 BY1056  ___________________________________________________________________
 BY1056  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BY1056
 BY1056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1056
 BY1056.The horizontal coordinates were scaled from a topographic map and have
 BY1056.an estimated accuracy of +/- 6 seconds.
 BY1056
 BY1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1056.The vertical order pertains to the NGVD 29 superseded value.
 BY1056
 BY1056.The geoid height was determined by GEOID03.
 BY1056
 BY1056;                    North         East    Units  Estimated Accuracy
 BY1056;SPC TX C     - 3,216,450.    1,244,120.      MT  (+/- 180 meters Scaled)
 BY1056
 BY1056                          SUPERSEDED SURVEY CONTROL
 BY1056
 BY1056  NGVD 29 (??/??/92)   66.844  (m)          219.30   (f) ADJ UNCH    2 0
 BY1056
 BY1056.Superseded values are not recommended for survey control.
 BY1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1056.See file dsdata.txt to determine how the superseded data were derived.
 BY1056
 BY1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ477853(NAD 83)
 BY1056_MARKER: N = NAIL
 BY1056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1056_SP_SET: TREE
 BY1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1056
 BY1056  HISTORY     - Date     Condition        Report By
 BY1056  HISTORY     - UNK      MONUMENTED       USGS
 BY1056  HISTORY     - 1948     GOOD             NGS
 BY1056  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1056
 BY1056                          STATION DESCRIPTION
 BY1056
 BY1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1056'0.95 MI S FROM LACYVILLE.
 BY1056'0.95 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY1056'CROSSING OF A DIRT ROAD AT LACYVILLE, AT A ROAD CROSSING, 16 1/2 POLES
 BY1056'NORTH OF MILEPOST 142, 55.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 BY1056'THE TRACK, 50.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, A
 BY1056'COPPER NAIL AND WASHER IN THE TOP OF THE WEST BASE OF A 30-INCH OAK
 BY1056'TREE AND ABOUT 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.
 BY1056
 BY1056                          STATION RECOVERY (1998)
 BY1056
 BY1056'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0159 ***********************************************************************
 CB0159  DESIGNATION -  2196.6
 CB0159  PID         -  CB0159
 CB0159  STATE/COUNTY-  TX/SCHLEICHER
 CB0159  USGS QUAD   -  HULLDALE (1987)
 CB0159
 CB0159                         *CURRENT SURVEY CONTROL
 CB0159  ___________________________________________________________________
 CB0159* NAD 83(1986)-  31 02 21.     (N)    100 31 45.     (W)     SCALED    
 CB0159* NAVD 88     -       669.722  (meters)    2197.25   (feet)  ADJUSTED  
 CB0159  ___________________________________________________________________
 CB0159  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CB0159  DYNAMIC HT  -         668.791 (meters)    2194.19  (feet)  COMP
 CB0159  MODELED GRAV-     979,227.5   (mgal)                       NAVD 88
 CB0159
 CB0159  VERT ORDER  -  SECOND    CLASS 0
 CB0159
 CB0159.The horizontal coordinates were scaled from a topographic map and have
 CB0159.an estimated accuracy of +/- 6 seconds.
 CB0159
 CB0159.The orthometric height was determined by differential leveling
 CB0159.and adjusted by the National Geodetic Survey in June 1991..
 CB0159
 CB0159.The geoid height was determined by GEOID03.
 CB0159
 CB0159.The dynamic height is computed by dividing the NAVD 88
 CB0159.geopotential number by the normal gravity value computed on the
 CB0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0159.degrees latitude (g = 980.6199 gals.).
 CB0159
 CB0159.The modeled gravity was interpolated from observed gravity values.
 CB0159
 CB0159;                    North         East    Units  Estimated Accuracy
 CB0159;SPC TX C     - 3,152,170.      681,310.      MT  (+/- 180 meters Scaled)
 CB0159
 CB0159                          SUPERSEDED SURVEY CONTROL
 CB0159
 CB0159  NGVD 29 (??/??/92)  669.534  (m)         2196.63   (f) ADJ UNCH    2 0
 CB0159
 CB0159.Superseded values are not recommended for survey control.
 CB0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0159.See file dsdata.txt to determine how the superseded data were derived.
 CB0159
 CB0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV540349(NAD 83)
 CB0159_MARKER: Q = CHISELED SQUARE
 CB0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0159+STABILITY: SURFACE MOTION
 CB0159
 CB0159  HISTORY     - Date     Condition        Report By
 CB0159  HISTORY     - UNK      MONUMENTED       TXHD
 CB0159  HISTORY     - 1934     GOOD             NGS
 CB0159  HISTORY     - 1972     MARK NOT FOUND   USGS
 CB0159
 CB0159                          STATION DESCRIPTION
 CB0159
 CB0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0159'11.1 MI S FROM CHRISTOVAL.
 CB0159'IN SCHLEICHER COUNTY, 11.1 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM
 CB0159'CHRISTOVAL, TOM GREEN COUNTY, AT THE NORTH END OF A CONCRETE BRIDGE,
 CB0159'ON THE TOP OF A CONCRETE POST USED FOR A RAILING SUPPORT, AND 9 FEET
 CB0159'WEST OF THE CENTERLINE OF THE HIGHWAY.  A CHISELED SQUARE.  NOTE--
 CB0159'BRIDGE HAS BEEN WIDENED.
 CB0159
 CB0159                          STATION RECOVERY (1972)
 CB0159
 CB0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CB0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0190 ***********************************************************************
 CU0190  DESIGNATION -  2198
 CU0190  PID         -  CU0190
 CU0190  STATE/COUNTY-  TX/NOLAN
 CU0190  USGS QUAD   -  SWEETWATER (1987)
 CU0190
 CU0190                         *CURRENT SURVEY CONTROL
 CU0190  ___________________________________________________________________
 CU0190* NAD 83(1986)-  32 23 23.     (N)    100 26 08.     (W)     SCALED    
 CU0190* NAVD 88     -       670.130  (meters)    2198.58   (feet)  ADJUSTED  
 CU0190  ___________________________________________________________________
 CU0190  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CU0190  DYNAMIC HT  -         669.233 (meters)    2195.64  (feet)  COMP
 CU0190  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 CU0190
 CU0190  VERT ORDER  -  SECOND    CLASS 0
 CU0190
 CU0190.The horizontal coordinates were scaled from a topographic map and have
 CU0190.an estimated accuracy of +/- 6 seconds.
 CU0190
 CU0190.The orthometric height was determined by differential leveling
 CU0190.and adjusted by the National Geodetic Survey in June 1991..
 CU0190
 CU0190.The geoid height was determined by GEOID03.
 CU0190
 CU0190.The dynamic height is computed by dividing the NAVD 88
 CU0190.geopotential number by the normal gravity value computed on the
 CU0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0190.degrees latitude (g = 980.6199 gals.).
 CU0190
 CU0190.The modeled gravity was interpolated from observed gravity values.
 CU0190
 CU0190;                    North         East    Units  Estimated Accuracy
 CU0190;SPC TXNC     - 2,081,860.      417,900.      MT  (+/- 180 meters Scaled)
 CU0190
 CU0190                          SUPERSEDED SURVEY CONTROL
 CU0190
 CU0190  NGVD 29 (??/??/92)  669.902  (m)         2197.84   (f) ADJ UNCH    2 0
 CU0190
 CU0190.Superseded values are not recommended for survey control.
 CU0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0190.See file dsdata.txt to determine how the superseded data were derived.
 CU0190
 CU0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA649845(NAD 83)
 CU0190_MARKER: P = PIPE CAP
 CU0190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0190_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0190_STAMPING: 2197.837 2198 1935
 CU0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0190
 CU0190  HISTORY     - Date     Condition        Report By
 CU0190  HISTORY     - 1935     MONUMENTED       USGS
 CU0190  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0190
 CU0190                          STATION DESCRIPTION
 CU0190
 CU0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0190'5.8 MI S FROM SWEETWATER.
 CU0190'5.8 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0190'STATION AT SWEETWATER, NOLAN COUNTY, AT SHAUFLER, 0.2 MILE SOUTH OF A
 CU0190'SOUTH SWITCH, 10 FEET NORTHWEST OF MILEPOST 646, AND 50 FEET WEST OF
 CU0190'THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 CU0190'STANDARD CAP, STAMPED 2197.837 2198 1935 AND RIVETED ON THE TOP OF A
 CU0190'3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0382 ***********************************************************************
 BN0382  DESIGNATION -  2198.4
 BN0382  PID         -  BN0382
 BN0382  STATE/COUNTY-  TX/MENARD
 BN0382  USGS QUAD   -  JULIO DRAW (1970)
 BN0382
 BN0382                         *CURRENT SURVEY CONTROL
 BN0382  ___________________________________________________________________
 BN0382* NAD 83(1986)-  30 44 49.     (N)    099 49 58.     (W)     SCALED    
 BN0382* NAVD 88     -       671.059  (meters)    2201.63   (feet)  POSTED    
 BN0382  ___________________________________________________________________
 BN0382  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BN0382  DYNAMIC HT  -         670.110 (meters)    2198.52  (feet)  COMP
 BN0382  MODELED GRAV-     979,201.9   (mgal)                       NAVD 88
 BN0382
 BN0382  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0382
 BN0382.The horizontal coordinates were scaled from a topographic map and have
 BN0382.an estimated accuracy of +/- 6 seconds.
 BN0382
 BN0382.The orthometric height was determined by differential leveling
 BN0382.and adjusted by the National Geodetic Survey in 1992..
 BN0382.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0382.rate of 0.0 thru 1.0 mm/km.
 BN0382
 BN0382.The geoid height was determined by GEOID03.
 BN0382
 BN0382.The dynamic height is computed by dividing the NAVD 88
 BN0382.geopotential number by the normal gravity value computed on the
 BN0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0382.degrees latitude (g = 980.6199 gals.).
 BN0382
 BN0382.The modeled gravity was interpolated from observed gravity values.
 BN0382
 BN0382;                    North         East    Units  Estimated Accuracy
 BN0382;SPC TX C     - 3,119,860.      747,930.      MT  (+/- 180 meters Scaled)
 BN0382
 BN0382                          SUPERSEDED SURVEY CONTROL
 BN0382
 BN0382  NGVD 29 (??/??/92)  670.990  (m)         2201.41   (f) ADJ UNCH    1 2
 BN0382
 BN0382.Superseded values are not recommended for survey control.
 BN0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0382.See file dsdata.txt to determine how the superseded data were derived.
 BN0382
 BN0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV202018(NAD 83)
 BN0382_MARKER: N = NAIL
 BN0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0382_SP_SET: OAK TREE
 BN0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0382
 BN0382  HISTORY     - Date     Condition        Report By
 BN0382  HISTORY     - UNK      MONUMENTED       USGS
 BN0382  HISTORY     - 1931     GOOD             NGS
 BN0382  HISTORY     - 1935     GOOD             NGS
 BN0382  HISTORY     - 19981226 MARK NOT FOUND   USPSQD
 BN0382
 BN0382                          STATION DESCRIPTION
 BN0382
 BN0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0382'13.8 MI S FROM MENARD.
 BN0382'13.8 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MENARD, MENARD COUNTY, AT
 BN0382'A TURN IN THE HIGHWAY, 5 FEET EAST OF A FENCE, AND IN THE EAST ROOT OF
 BN0382'A PROMINENT LIVE OAK TREE MARKED WITH THE PAINTED LETTERS USBM 2198.4.
 BN0382'A U. S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 BN0382
 BN0382                          STATION RECOVERY (1935)
 BN0382
 BN0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0382'RECOVERED IN GOOD CONDITION.
 BN0382
 BN0382                          STATION RECOVERY (1998)
 BN0382
 BN0382'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6661 ***********************************************************************
 AB6661  PACS        -  This is a Primary Airport Control Station.
 AB6661  DESIGNATION -  21XS C
 AB6661  PID         -  AB6661
 AB6661  STATE/COUNTY-  TX/HOWARD
 AB6661  USGS QUAD   -  ELBOW (1978)
 AB6661
 AB6661                         *CURRENT SURVEY CONTROL
 AB6661  ___________________________________________________________________
 AB6661* NAD 83(1993)-  32 12 41.52436(N)    101 31 22.09299(W)     ADJUSTED  
 AB6661* NAVD 88     -       779.78   (meters)    2558.3    (feet)  GPS OBS   
 AB6661  ___________________________________________________________________
 AB6661  X           -  -1,079,138.187 (meters)                     COMP
 AB6661  Y           -  -5,293,349.182 (meters)                     COMP
 AB6661  Z           -   3,380,703.053 (meters)                     COMP
 AB6661  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AB6661  ELLIP HEIGHT-         754.40  (meters)          (10/24/00) GPS OBS
 AB6661  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AB6661
 AB6661  HORZ ORDER  -  B
 AB6661  ELLP ORDER  -  FOURTH    CLASS II
 AB6661
 AB6661.This mark is at Big Spring Mcmahon-Wrinkle (21XS) Airport (21XS)
 AB6661
 AB6661.The horizontal coordinates were established by GPS observations
 AB6661.and adjusted by the National Geodetic Survey in September 1996..
 AB6661
 AB6661.The orthometric height was determined by GPS observations and a
 AB6661.high-resolution geoid model.
 AB6661
 AB6661.GPS derived orthometric heights for airport stations designated as
 AB6661.PACS or SACS are published to 2 decimal places.  This maintains
 AB6661.centimeter relative accuracy between the PACS and SACS.  It does
 AB6661.not indicate centimeter accuracy relative to other marks which are
 AB6661.part of the NAVD 88 network.
 AB6661
 AB6661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6661
 AB6661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6661
 AB6661.The ellipsoidal height was determined by GPS observations
 AB6661.and is referenced to NAD 83.
 AB6661
 AB6661.The geoid height was determined by GEOID03.
 AB6661
 AB6661;                    North         East     Units Scale Factor Converg.
 AB6661;SPC TXNC     - 2,064,521.466   315,068.749   MT  0.99997926   -1 38 55.0
 AB6661;SPC TXNC     - 6,773,350.84  1,033,688.05   sFT  0.99997926   -1 38 55.0
 AB6661;UTM  14      - 3,566,674.597   262,223.006   MT  1.00029728   -1 20 43.5
 AB6661
 AB6661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6661!SPC TXNC     -   0.99988156  x   0.99997926  =   0.99986082
 AB6661!UTM  14      -   0.99988156  x   1.00029728  =   1.00017881
 AB6661
 AB6661:                Primary Azimuth Mark                     Grid Az
 AB6661:SPC TXNC     -  21XS D                                   005 47 44.7
 AB6661:UTM  14      -  21XS D                                   005 29 33.2
 AB6661
 AB6661|---------------------------------------------------------------------|
 AB6661| PID    Reference Object                     Distance      Geod. Az  |
 AB6661|                                                           dddmmss.s |
 AB6661| AD9120 21XS D                              APPROX. 1.3 KM 0040849.7 |
 AB6661|---------------------------------------------------------------------|
 AB6661
 AB6661                          SUPERSEDED SURVEY CONTROL
 AB6661
 AB6661  ELLIP H (09/09/96)  754.40   (m)                       GP(       ) 1 2
 AB6661
 AB6661.Superseded values are not recommended for survey control.
 AB6661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6661.See file dsdata.txt to determine how the superseded data were derived.
 AB6661
 AB6661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6222366675(NAD 83)
 AB6661_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6661_STAMPING: 21XS C 1995
 AB6661_MARK LOGO: NGS   
 AB6661_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6661+STABILITY: SURFACE MOTION
 AB6661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6661+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6661
 AB6661  HISTORY     - Date     Condition        Report By
 AB6661  HISTORY     - 1995     MONUMENTED       NGS
 AB6661
 AB6661                          STATION DESCRIPTION
 AB6661
 AB6661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AB6661'NO DESCRIPTION AVAILABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9120 ***********************************************************************
 AD9120  SACS        -  This is a Secondary Airport Control Station.
 AD9120  DESIGNATION -  21XS D
 AD9120  PID         -  AD9120
 AD9120  STATE/COUNTY-  TX/HOWARD
 AD9120  USGS QUAD   -  ELBOW (1978)
 AD9120
 AD9120                         *CURRENT SURVEY CONTROL
 AD9120  ___________________________________________________________________
 AD9120* NAD 83(1993)-  32 13 22.57340(N)    101 31 18.59161(W)     ADJUSTED  
 AD9120* NAVD 88     -       779.07   (meters)    2556.0    (feet)  GPS OBS   
 AD9120  ___________________________________________________________________
 AD9120  X           -  -1,078,913.545 (meters)                     COMP
 AD9120  Y           -  -5,292,706.293 (meters)                     COMP
 AD9120  Z           -   3,381,772.541 (meters)                     COMP
 AD9120  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AD9120  ELLIP HEIGHT-         753.67  (meters)          (02/14/01) GPS OBS
 AD9120  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AD9120
 AD9120  HORZ ORDER  -  FIRST
 AD9120  ELLP ORDER  -  FIFTH     CLASS I
 AD9120
 AD9120.This mark is at Big Spring Mcmahon-Wrinkle (21XS) Airport (21XS)
 AD9120
 AD9120.The horizontal coordinates were established by GPS observations
 AD9120.and adjusted by the National Geodetic Survey in July 1997..
 AD9120
 AD9120.The orthometric height was determined by GPS observations and a
 AD9120.high-resolution geoid model.
 AD9120
 AD9120.GPS derived orthometric heights for airport stations designated as
 AD9120.PACS or SACS are published to 2 decimal places.  This maintains
 AD9120.centimeter relative accuracy between the PACS and SACS.  It does
 AD9120.not indicate centimeter accuracy relative to other marks which are
 AD9120.part of the NAVD 88 network.
 AD9120
 AD9120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9120
 AD9120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9120
 AD9120.The ellipsoidal height was determined by GPS observations
 AD9120.and is referenced to NAD 83.
 AD9120
 AD9120.The geoid height was determined by GEOID03.
 AD9120
 AD9120;                    North         East     Units Scale Factor Converg.
 AD9120;SPC TXNC     - 2,065,782.709   315,196.767   MT  0.99997639   -1 38 53.1
 AD9120;SPC TXNC     - 6,777,488.77  1,034,108.06   sFT  0.99997639   -1 38 53.1
 AD9120;UTM  14      - 3,567,936.902   262,344.391   MT  1.00029657   -1 20 43.1
 AD9120
 AD9120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9120!SPC TXNC     -   0.99988168  x   0.99997639  =   0.99985807
 AD9120!UTM  14      -   0.99988168  x   1.00029657  =   1.00017821
 AD9120
 AD9120:                Primary Azimuth Mark                     Grid Az
 AD9120:SPC TXNC     -  21XS C                                   185 47 44.7
 AD9120:UTM  14      -  21XS C                                   185 29 34.7
 AD9120
 AD9120|---------------------------------------------------------------------|
 AD9120| PID    Reference Object                     Distance      Geod. Az  |
 AD9120|                                                           dddmmss.s |
 AD9120| AB6661 21XS C                              APPROX. 1.3 KM 1840851.6 |
 AD9120|---------------------------------------------------------------------|
 AD9120
 AD9120                          SUPERSEDED SURVEY CONTROL
 AD9120
 AD9120.No superseded survey control is available for this station.
 AD9120
 AD9120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6234467937(NAD 83)
 AD9120_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9120_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD9120+WITH SETTING: PAVEMENT
 AD9120_SP_SET: ABANDONED PAD
 AD9120_STAMPING: 21XS D 1995
 AD9120_MARK LOGO: NGS   
 AD9120_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9120+STABILITY: SURFACE MOTION
 AD9120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9120+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AD9120
 AD9120  HISTORY     - Date     Condition        Report By
 AD9120  HISTORY     - 1995     MONUMENTED       NGS
 AD9120  HISTORY     - 20030506 GOOD             JCLS
 AD9120
 AD9120                          STATION DESCRIPTION
 AD9120
 AD9120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9120'THE STATION IS LOCATED ON THE WEST SIDE OF BIG SPRING, ON THE
 AD9120'MCMAHON-WRINKLE AIRPARK.  IN TOP OF AND NEAR THE SOUTH CENTER END OF A
 AD9120'60X80-FOOT CONCRETE PAD, WEST OF RUNWAY 17-35, IN LINE WITH THE
 AD9120'SOUTHEAST CORNER OF A PRISON FENCE.  OWNERSHIP--CITY OF BIG SPRING,
 AD9120'310 NOLAN, BIG SPRING TX 79721.  THE ACTING MANAGER IS NELDA REAGAN,
 AD9120'PHONE 915 264-2362.  TO REACH THE STATION FROM THE JUNCTION OF
 AD9120'INTERSTATE HIGHWAY 20 AND BUSINESS 20, (U.S.  HIGHWAY 80) , EXIT 174.
 AD9120'GO 1.74 KM (1.10 MI) EAST ALONG BUSINESS 20 TO THE AIRPARK ENTRANCE,
 AD9120'TURN RIGHT, SOUTHWEST, GO 1.4 KM (0.85 MI) SOUTHERLY ALONG WEST
 AD9120'AIRPARK ROAD TO JUST PAST THE OFFICE ROAD ON THE LEFT, (CITATION
 AD9120'DRIVE) , TO THE SOUTH EDGE OF THE PRISON FENCE, TURN LEFT, EAST, GO
 AD9120'0.64 KM (0.40 MI) ACROSS A TAXI, AND GRASS TOWARD THE 1000-FOOT MARKER
 AD9120'OF RUNWAY 17 TO THE STATION ON THE RIGHT.  THE STATION IS IN TOP OF
 AD9120'AND NEAR THE SOUTH CENTER END OF A 60X80-FOOT ABANDONED CONCRETE PAD,
 AD9120'35.0 M (114.8 FT) WEST OF THE 1000-FOOT MARKER SIGN, 12.4 M (40.7 FT)
 AD9120'WEST OF THE CENTER OF A PAVED ROAD PARALELLING THE WEST EDGE OF THE
 AD9120'RUNWAY, 10.1 M (33.1 FT) EAST OF A WITNESS POST, AND 0.9 M (3.0 FT)
 AD9120'NORTH OF THE SOUTH EDGE OF THE PAD.  THIS IS A (SACS) SECONDARY
 AD9120'AIRPORT CONTROL STATION.
 AD9120
 AD9120                          STATION RECOVERY (2003)
 AD9120
 AD9120'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AD9120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0116 ***********************************************************************
 DN0116  DESIGNATION -  22
 DN0116  PID         -  DN0116
 DN0116  STATE/COUNTY-  TX/HUNT
 DN0116  USGS QUAD   -  CELESTE (1964)
 DN0116
 DN0116                         *CURRENT SURVEY CONTROL
 DN0116  ___________________________________________________________________
 DN0116* NAD 83(1986)-  33 20 24.     (N)    096 12 57.     (W)     SCALED    
 DN0116* NAVD 88     -       204.366  (meters)     670.49   (feet)  ADJUSTED  
 DN0116  ___________________________________________________________________
 DN0116  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DN0116  DYNAMIC HT  -         204.146 (meters)     669.77  (feet)  COMP
 DN0116  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 DN0116
 DN0116  VERT ORDER  -  FIRST     CLASS II
 DN0116
 DN0116.The horizontal coordinates were scaled from a topographic map and have
 DN0116.an estimated accuracy of +/- 6 seconds.
 DN0116
 DN0116.The orthometric height was determined by differential leveling
 DN0116.and adjusted by the National Geodetic Survey in June 1991..
 DN0116
 DN0116.The geoid height was determined by GEOID03.
 DN0116
 DN0116.The dynamic height is computed by dividing the NAVD 88
 DN0116.geopotential number by the normal gravity value computed on the
 DN0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0116.degrees latitude (g = 980.6199 gals.).
 DN0116
 DN0116.The modeled gravity was interpolated from observed gravity values.
 DN0116
 DN0116;                    North         East    Units  Estimated Accuracy
 DN0116;SPC TXNC     - 2,187,870.      812,600.      MT  (+/- 180 meters Scaled)
 DN0116
 DN0116                          SUPERSEDED SURVEY CONTROL
 DN0116
 DN0116  NGVD 29 (??/??/92)  204.350  (m)          670.44   (f) ADJ UNCH    1 2
 DN0116
 DN0116.Superseded values are not recommended for survey control.
 DN0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0116.See file dsdata.txt to determine how the superseded data were derived.
 DN0116
 DN0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB591924(NAD 83)
 DN0116_MARKER: S = SPIKE
 DN0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0116_SP_SET: CULVERT
 DN0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0116
 DN0116  HISTORY     - Date     Condition        Report By
 DN0116  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0116  HISTORY     - 1933     GOOD             NGS
 DN0116
 DN0116                          STATION DESCRIPTION
 DN0116
 DN0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0116'3.8 MI NW FROM CELESTE.
 DN0116'3.8 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0116'FROM CELESTE, HUNT COUNTY, 800 FEET NORTH OF MILEPOST 698, AT A
 DN0116'CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL,
 DN0116'AND 12 FEET WEST OF THE TRACK.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0323 ***********************************************************************
 BL0323  DESIGNATION -  22
 BL0323  PID         -  BL0323
 BL0323  STATE/COUNTY-  TX/HARDIN
 BL0323  USGS QUAD   -  SILSBEE (1984)
 BL0323
 BL0323                         *CURRENT SURVEY CONTROL
 BL0323  ___________________________________________________________________
 BL0323* NAD 83(1986)-  30 20 55.     (N)    094 09 13.     (W)     SCALED    
 BL0323* NAVD 88     -        13.78   (+/-2cm)      45.2    (feet)  VERTCON   
 BL0323  ___________________________________________________________________
 BL0323  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0323
 BL0323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0323
 BL0323.The horizontal coordinates were scaled from a topographic map and have
 BL0323.an estimated accuracy of +/- 6 seconds.
 BL0323
 BL0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0323.The vertical order pertains to the NGVD 29 superseded value.
 BL0323
 BL0323.The geoid height was determined by GEOID03.
 BL0323
 BL0323;                    North         East    Units  Estimated Accuracy
 BL0323;SPC TX C     - 3,092,100.    1,293,830.      MT  (+/- 180 meters Scaled)
 BL0323
 BL0323                          SUPERSEDED SURVEY CONTROL
 BL0323
 BL0323  NGVD 29 (??/??/92)   13.766  (m)           45.16   (f) ADJ UNCH    2 0
 BL0323
 BL0323.Superseded values are not recommended for survey control.
 BL0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0323.See file dsdata.txt to determine how the superseded data were derived.
 BL0323
 BL0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP891579(NAD 83)
 BL0323_MARKER: Z = SEE DESCRIPTION
 BL0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0323_SP_SET: SECTION RAIL
 BL0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0323
 BL0323  HISTORY     - Date     Condition        Report By
 BL0323  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0323  HISTORY     - 1935     GOOD             NGS
 BL0323  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 BL0323
 BL0323                          STATION DESCRIPTION
 BL0323
 BL0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0323'1.3 MI E FROM SILSBEE.
 BL0323'1.3 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0323'STATION AT SILSBEE, HARDIN COUNTY, OPPOSITE MILEPOST 22, AND 8 FEET
 BL0323'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0323'OF RAIL SET VERTICALLY.
 BL0323
 BL0323                          STATION RECOVERY (1997)
 BL0323
 BL0323'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1231 ***********************************************************************
 AB1231  DESIGNATION -  22 000 USE
 AB1231  PID         -  AB1231
 AB1231  STATE/COUNTY-  TX/CAMERON
 AB1231  USGS QUAD   -  PORT ISABEL (1983)
 AB1231
 AB1231                         *CURRENT SURVEY CONTROL
 AB1231  ___________________________________________________________________
 AB1231* NAD 83(1986)-  26 03 38.     (N)    097 12 57.     (W)     SCALED    
 AB1231* NAVD 88     -         3.251  (meters)      10.67   (feet)  ADJUSTED  
 AB1231  ___________________________________________________________________
 AB1231  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB1231  DYNAMIC HT  -           3.246 (meters)      10.65  (feet)  COMP
 AB1231  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AB1231
 AB1231  VERT ORDER  -  FIRST     CLASS II
 AB1231
 AB1231.The horizontal coordinates were scaled from a topographic map and have
 AB1231.an estimated accuracy of +/- 6 seconds.
 AB1231
 AB1231.The orthometric height was determined by differential leveling
 AB1231.and adjusted by the National Geodetic Survey in June 1991..
 AB1231
 AB1231.The geoid height was determined by GEOID03.
 AB1231
 AB1231.The dynamic height is computed by dividing the NAVD 88
 AB1231.geopotential number by the normal gravity value computed on the
 AB1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1231.degrees latitude (g = 980.6199 gals.).
 AB1231
 AB1231.The modeled gravity was interpolated from observed gravity values.
 AB1231
 AB1231;                    North         East    Units  Estimated Accuracy
 AB1231;SPC TX S     - 5,044,300.      428,500.      MT  (+/- 180 meters Scaled)
 AB1231
 AB1231                          SUPERSEDED SURVEY CONTROL
 AB1231
 AB1231.No superseded survey control is available for this station.
 AB1231
 AB1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP784836(NAD 83)
 AB1231_MARKER: DJ = TIDAL STATION DISK
 AB1231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB1231_SP_SET: CONCRETE PIER
 AB1231_STAMPING: 270 RL 22-000 1950
 AB1231_MARK LOGO: USE   
 AB1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1231
 AB1231  HISTORY     - Date     Condition        Report By
 AB1231  HISTORY     - 1950     MONUMENTED       USE
 AB1231  HISTORY     - 1982     GOOD             NGS
 AB1231  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB1231  HISTORY     - 19930210 GOOD             USPSQD
 AB1231
 AB1231                          STATION DESCRIPTION
 AB1231
 AB1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1231'IN PORT ISABEL.
 AB1231'1.4 KM (0.9 MI) SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHT
 AB1231'HOUSE IN PORT ISABEL TO THE JUNCTION OF PORT ROAD, THENCE 1.2 KM
 AB1231'(0.75 MI) SOUTHWEST ALONG PORT ROAD, TO THE PORT ISABEL TURNING BASIN
 AB1231'PIER, SET IN TOP OF THE PIER AND ABOUT THE CENTER, 30.4 METERS
 AB1231'(100.0 FT) SOUTHEAST OF BENCH MARK 22-100, 16.4 METERS (54.0 FT) EAST
 AB1231'OF A FIRE HYDRANT, 6.2 METERS (20.5 FT) SOUTHWEST OF THE NORTHEAST
 AB1231'SIDE OF THE PIER, AND 5.4 METERS (18.0 FT) NORTHEAST OF THE NORTHEAST
 AB1231'FACE OF THE NAVIGATION DISTRICT WAREHOUSE.
 AB1231'THE MARK IS ABOVE LEVEL WITH PIER.
 AB1231
 AB1231                          STATION RECOVERY (1991)
 AB1231
 AB1231'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1231'MARK NOT FOUND.
 AB1231
 AB1231                          STATION RECOVERY (1993)
 AB1231
 AB1231'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1230 ***********************************************************************
 AB1230  DESIGNATION -  22 100 USE
 AB1230  PID         -  AB1230
 AB1230  STATE/COUNTY-  TX/CAMERON
 AB1230  USGS QUAD   -  PORT ISABEL (1983)
 AB1230
 AB1230                         *CURRENT SURVEY CONTROL
 AB1230  ___________________________________________________________________
 AB1230* NAD 83(1986)-  26 03 38.     (N)    097 12 57.     (W)     SCALED    
 AB1230* NAVD 88     -         3.094  (meters)      10.15   (feet)  ADJUSTED  
 AB1230  ___________________________________________________________________
 AB1230  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB1230  DYNAMIC HT  -           3.089 (meters)      10.13  (feet)  COMP
 AB1230  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AB1230
 AB1230  VERT ORDER  -  FIRST     CLASS II
 AB1230
 AB1230.The horizontal coordinates were scaled from a topographic map and have
 AB1230.an estimated accuracy of +/- 6 seconds.
 AB1230
 AB1230.The orthometric height was determined by differential leveling
 AB1230.and adjusted by the National Geodetic Survey in June 1991..
 AB1230
 AB1230.The geoid height was determined by GEOID03.
 AB1230
 AB1230.The dynamic height is computed by dividing the NAVD 88
 AB1230.geopotential number by the normal gravity value computed on the
 AB1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1230.degrees latitude (g = 980.6199 gals.).
 AB1230
 AB1230.The modeled gravity was interpolated from observed gravity values.
 AB1230
 AB1230;                    North         East    Units  Estimated Accuracy
 AB1230;SPC TX S     - 5,044,300.      428,500.      MT  (+/- 180 meters Scaled)
 AB1230
 AB1230                          SUPERSEDED SURVEY CONTROL
 AB1230
 AB1230.No superseded survey control is available for this station.
 AB1230
 AB1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP784836(NAD 83)
 AB1230_MARKER: DJ = TIDAL STATION DISK
 AB1230_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB1230_SP_SET: CONCRETE PIER
 AB1230_STAMPING: 270 RL 22-100 1950
 AB1230_MARK LOGO: USE   
 AB1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1230
 AB1230  HISTORY     - Date     Condition        Report By
 AB1230  HISTORY     - 1950     MONUMENTED       USE
 AB1230  HISTORY     - 1982     GOOD             NGS
 AB1230  HISTORY     - 19910306 GOOD             USPSQD
 AB1230  HISTORY     - 19930210 GOOD             USPSQD
 AB1230
 AB1230                          STATION DESCRIPTION
 AB1230
 AB1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1230'IN PORT ISABEL.
 AB1230'1.4 KM (0.9 MI) SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHT
 AB1230'HOUSE IN PORT ISABEL TO THE JUNCTION OF PORT ROAD, THENCE 1.2 KM
 AB1230'(0.75 MI) SOUTHWEST ALONG PORT ROAD, ON NORTH END OF PORT ISABEL, SAN
 AB1230'BENITO NAVIGATION DISTRICT PIER, 8.0 METERS (26.5 FT) NORTH OF THE
 AB1230'NORTH CORNER OF THE NAVIGATION DISTRICT OFFICE BUILDING, 15.5 METERS
 AB1230'(51.0 FT) SOUTHEAST OF THE NORTHWEST END OF PIER, 6.2 METERS (20.5 FT)
 AB1230'SOUTHWEST OF THE NORTHEAST SIDE AND ABOUT IN THE CENTER OF THE PIER,
 AB1230'7.7 METERS (25.5 FT) SOUTHEAST OF A FIRE HYDRANT, AND 30.4 METERS
 AB1230'(100.0 FT) NORTHWEST OF BENCH MARK 22-000.
 AB1230'THE MARK IS ABOVE LEVEL WITH PIER.
 AB1230
 AB1230                          STATION RECOVERY (1991)
 AB1230
 AB1230'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1230'RECOVERED IN GOOD CONDITION.
 AB1230
 AB1230                          STATION RECOVERY (1993)
 AB1230
 AB1230'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0246 ***********************************************************************
 AB0246  DESIGNATION -  22 400 USE
 AB0246  PID         -  AB0246
 AB0246  STATE/COUNTY-  TX/CAMERON
 AB0246  USGS QUAD   -  PORT ISABEL (1983)
 AB0246
 AB0246                         *CURRENT SURVEY CONTROL
 AB0246  ___________________________________________________________________
 AB0246* NAD 83(1986)-  26 03 41.     (N)    097 12 58.     (W)     SCALED    
 AB0246* NAVD 88     -         2.613  (meters)       8.57   (feet)  ADJUSTED  
 AB0246  ___________________________________________________________________
 AB0246  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB0246  DYNAMIC HT  -           2.609 (meters)       8.56  (feet)  COMP
 AB0246  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AB0246
 AB0246  VERT ORDER  -  FIRST     CLASS II
 AB0246
 AB0246.The horizontal coordinates were scaled from a topographic map and have
 AB0246.an estimated accuracy of +/- 6 seconds.
 AB0246
 AB0246.The orthometric height was determined by differential leveling
 AB0246.and adjusted by the National Geodetic Survey in June 1991..
 AB0246
 AB0246.The geoid height was determined by GEOID03.
 AB0246
 AB0246.The dynamic height is computed by dividing the NAVD 88
 AB0246.geopotential number by the normal gravity value computed on the
 AB0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0246.degrees latitude (g = 980.6199 gals.).
 AB0246
 AB0246.The modeled gravity was interpolated from observed gravity values.
 AB0246
 AB0246;                    North         East    Units  Estimated Accuracy
 AB0246;SPC TX S     - 5,044,390.      428,480.      MT  (+/- 180 meters Scaled)
 AB0246
 AB0246                          SUPERSEDED SURVEY CONTROL
 AB0246
 AB0246  NGVD 29 (??/??/92)    2.720  (m)            8.92   (f) ADJ UNCH    1 2
 AB0246
 AB0246.Superseded values are not recommended for survey control.
 AB0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0246.See file dsdata.txt to determine how the superseded data were derived.
 AB0246
 AB0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP784837(NAD 83)
 AB0246_MARKER: DD = SURVEY DISK
 AB0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0246_STAMPING: 400 RL 1950 22 + 400
 AB0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0246+STABILITY: SURFACE MOTION
 AB0246
 AB0246  HISTORY     - Date     Condition        Report By
 AB0246  HISTORY     - 1950     MONUMENTED       DOD
 AB0246  HISTORY     - 1951     GOOD             NGS
 AB0246  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0246  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0246  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0246  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB0246
 AB0246                          STATION DESCRIPTION
 AB0246
 AB0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0246'IN PORT ISABEL.
 AB0246'AT PORT ISABEL, AT THE TURNING BASIN, 200 FEET NORTHWEST OF BENCH MARK
 AB0246'400 RL (U.S.E.), 107 FEET NORTH OF THE NORTH LEG OF A WATER TOWER,
 AB0246'24.7 FEET NORTH OF A WATER HYDRANT, 27 FEET SOUTHWEST OF THE CENTER
 AB0246'LINE OF A ROAD, 2 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF
 AB0246'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AB0246
 AB0246                          STATION RECOVERY (1982)
 AB0246
 AB0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0246'SEARCHED FOR BUT NOT RECOVERED AT THIS TIME, PROBABLY DESTROYED BY
 AB0246'CONSTRUCTION.
 AB0246
 AB0246                          STATION RECOVERY (1987)
 AB0246
 AB0246'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0246'MARK NOT FOUND.
 AB0246
 AB0246                          STATION RECOVERY (1991)
 AB0246
 AB0246'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0246'MARK NOT FOUND.
 AB0246
 AB0246                          STATION RECOVERY (1993)
 AB0246
 AB0246'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0505 ***********************************************************************
 CR0505  DESIGNATION -  22 G
 CR0505  PID         -  CR0505
 CR0505  STATE/COUNTY-  TX/VAN ZANDT
 CR0505  USGS QUAD   -  CHANDLER (1973)
 CR0505
 CR0505                         *CURRENT SURVEY CONTROL
 CR0505  ___________________________________________________________________
 CR0505* NAD 83(1986)-  32 21 20.     (N)    095 29 05.     (W)     SCALED    
 CR0505* NAVD 88     -       139.781  (meters)     458.60   (feet)  ADJUSTED  
 CR0505  ___________________________________________________________________
 CR0505  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR0505  DYNAMIC HT  -         139.618 (meters)     458.06  (feet)  COMP
 CR0505  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 CR0505
 CR0505  VERT ORDER  -  SECOND    CLASS 0
 CR0505
 CR0505.The horizontal coordinates were scaled from a topographic map and have
 CR0505.an estimated accuracy of +/- 6 seconds.
 CR0505
 CR0505.The orthometric height was determined by differential leveling
 CR0505.and adjusted by the National Geodetic Survey in June 1991..
 CR0505
 CR0505.The geoid height was determined by GEOID03.
 CR0505
 CR0505.The dynamic height is computed by dividing the NAVD 88
 CR0505.geopotential number by the normal gravity value computed on the
 CR0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0505.degrees latitude (g = 980.6199 gals.).
 CR0505
 CR0505.The modeled gravity was interpolated from observed gravity values.
 CR0505
 CR0505;                    North         East    Units  Estimated Accuracy
 CR0505;SPC TXNC     - 2,080,470.      883,760.      MT  (+/- 180 meters Scaled)
 CR0505
 CR0505                          SUPERSEDED SURVEY CONTROL
 CR0505
 CR0505  NGVD 29 (??/??/92)  139.807  (m)          458.68   (f) ADJ UNCH    2 0
 CR0505
 CR0505.Superseded values are not recommended for survey control.
 CR0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0505.See file dsdata.txt to determine how the superseded data were derived.
 CR0505
 CR0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR661825(NAD 83)
 CR0505_MARKER: DD = SURVEY DISK
 CR0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0505_STAMPING: 22 G 1946 459
 CR0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0505+STABILITY: SURFACE MOTION
 CR0505
 CR0505  HISTORY     - Date     Condition        Report By
 CR0505  HISTORY     - 1946     MONUMENTED       USGS
 CR0505  HISTORY     - 1948     GOOD             NGS
 CR0505  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0505  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0505
 CR0505                          STATION DESCRIPTION
 CR0505
 CR0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0505'9.35 MI W FROM TYLER.
 CR0505'9.35 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF STATE
 CR0505'HIGHWAY 31 AT THE WEST EDGE OF TYLER, 1.95 MILES WEST OF THE WEST END
 CR0505'OF THE NECHES RIVER BRIDGE, AT THE CROSSING OF A NORTH-SOUTH ROAD,
 CR0505'99.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27.5 FEET EAST OF
 CR0505'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 4.6 FEET SOUTH OF A FENCE
 CR0505'CORNER, 1.0 FOOT WEST OF A FENCE, 0.8 FOOT NORTH OF A REFERENCE POST,
 CR0505'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CR0505'GROUND.
 CR0505
 CR0505                          STATION RECOVERY (1995)
 CR0505
 CR0505'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0505'MARK NOT FOUND.
 CR0505
 CR0505                          STATION RECOVERY (2004)
 CR0505
 CR0505'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0045 ***********************************************************************
 DQ0045  DESIGNATION -  22 PSFRR
 DQ0045  PID         -  DQ0045
 DQ0045  STATE/COUNTY-  TX/HOCKLEY
 DQ0045  USGS QUAD   -  LEVELLAND EAST (1980)
 DQ0045
 DQ0045                         *CURRENT SURVEY CONTROL
 DQ0045  ___________________________________________________________________
 DQ0045* NAD 83(1986)-  33 35 35.     (N)    102 19 01.     (W)     SCALED    
 DQ0045* NAVD 88     -      1064.125  (meters)    3491.22   (feet)  ADJUSTED  
 DQ0045  ___________________________________________________________________
 DQ0045  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 DQ0045  DYNAMIC HT  -        1062.732 (meters)    3486.65  (feet)  COMP
 DQ0045  MODELED GRAV-     979,291.6   (mgal)                       NAVD 88
 DQ0045
 DQ0045  VERT ORDER  -  SECOND    CLASS 0
 DQ0045
 DQ0045.The horizontal coordinates were scaled from a topographic map and have
 DQ0045.an estimated accuracy of +/- 6 seconds.
 DQ0045
 DQ0045.The orthometric height was determined by differential leveling
 DQ0045.and adjusted by the National Geodetic Survey in June 1991..
 DQ0045
 DQ0045.The geoid height was determined by GEOID03.
 DQ0045
 DQ0045.The dynamic height is computed by dividing the NAVD 88
 DQ0045.geopotential number by the normal gravity value computed on the
 DQ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0045.degrees latitude (g = 980.6199 gals.).
 DQ0045
 DQ0045.The modeled gravity was interpolated from observed gravity values.
 DQ0045
 DQ0045;                    North         East    Units  Estimated Accuracy
 DQ0045;SPC TXNC     - 2,220,060.      245,810.      MT  (+/- 180 meters Scaled)
 DQ0045
 DQ0045                          SUPERSEDED SURVEY CONTROL
 DQ0045
 DQ0045  NGVD 29 (??/??/92) 1063.73   (m)         3489.9    (f) COMPUTED    2 0
 DQ0045
 DQ0045.Superseded values are not recommended for survey control.
 DQ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0045.See file dsdata.txt to determine how the superseded data were derived.
 DQ0045
 DQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT489202(NAD 83)
 DQ0045_MARKER: B = BOLT
 DQ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0045+STABILITY: SURFACE MOTION
 DQ0045
 DQ0045  HISTORY     - Date     Condition        Report By
 DQ0045  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0045  HISTORY     - 1934     GOOD             NGS
 DQ0045  HISTORY     - 1964     MARK NOT FOUND   NGS
 DQ0045
 DQ0045                          STATION DESCRIPTION
 DQ0045
 DQ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0045'3.7 MI E FROM LEVELLAND.
 DQ0045'3.7 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0045'STATION AT LEVELLAND, HOCKLEY COUNTY, 93 FEET NORTH OF MILEPOST 22, 48
 DQ0045'FEET NORTH OF THE CENTERLINE OF THE TRACK, 40 FEET SOUTH OF THE
 DQ0045'CENTERLINE OF A ROAD, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 DQ0045'TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
 DQ0045
 DQ0045                          STATION RECOVERY (1964)
 DQ0045
 DQ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DQ0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0239 ***********************************************************************
 DO0239  DESIGNATION -  22 WA
 DO0239  PID         -  DO0239
 DO0239  STATE/COUNTY-  TX/YOUNG
 DO0239  USGS QUAD   -  OLNEY (1981)
 DO0239
 DO0239                         *CURRENT SURVEY CONTROL
 DO0239  ___________________________________________________________________
 DO0239* NAD 83(1986)-  33 19 15.     (N)    098 45 53.     (W)     SCALED    
 DO0239* NAVD 88     -       364.026  (meters)    1194.31   (feet)  ADJUSTED  
 DO0239  ___________________________________________________________________
 DO0239  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 DO0239  DYNAMIC HT  -         363.601 (meters)    1192.91  (feet)  COMP
 DO0239  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 DO0239
 DO0239  VERT ORDER  -  SECOND    CLASS 0
 DO0239
 DO0239.The horizontal coordinates were scaled from a topographic map and have
 DO0239.an estimated accuracy of +/- 6 seconds.
 DO0239
 DO0239.The orthometric height was determined by differential leveling
 DO0239.and adjusted by the National Geodetic Survey in June 1991..
 DO0239
 DO0239.The geoid height was determined by GEOID03.
 DO0239
 DO0239.The dynamic height is computed by dividing the NAVD 88
 DO0239.geopotential number by the normal gravity value computed on the
 DO0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0239.degrees latitude (g = 980.6199 gals.).
 DO0239
 DO0239.The modeled gravity was interpolated from observed gravity values.
 DO0239
 DO0239;                    North         East    Units  Estimated Accuracy
 DO0239;SPC TXNC     - 2,183,460.      575,350.      MT  (+/- 180 meters Scaled)
 DO0239
 DO0239                          SUPERSEDED SURVEY CONTROL
 DO0239
 DO0239  NGVD 29 (??/??/92)  363.91   (m)         1193.9    (f) COMPUTED    2 0
 DO0239
 DO0239.Superseded values are not recommended for survey control.
 DO0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0239.See file dsdata.txt to determine how the superseded data were derived.
 DO0239
 DO0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB218868(NAD 83)
 DO0239_MARKER: DD = SURVEY DISK
 DO0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0239_SP_SET: MONUMENT
 DO0239_STAMPING: TEX 22 WA 1926
 DO0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0239
 DO0239  HISTORY     - Date     Condition        Report By
 DO0239  HISTORY     - 1926     MONUMENTED       USGS
 DO0239  HISTORY     - 1933     GOOD             NGS
 DO0239  HISTORY     - 1957     GOOD             NGS
 DO0239  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0239
 DO0239                          STATION DESCRIPTION
 DO0239
 DO0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DO0239'4.2 MI S FROM OLNEY.
 DO0239'4.2 MILES SOUTH OF ALONG W.F. AND S.R.R. 0.2 MILES SOUTH OF MILE POST
 DO0239'47, IN FRONT OF W. F. KEITHLEYS HOUSE, 432 FEET WEST OF CENTER OF
 DO0239'TRACK, 30 FEET EAST OF CENTER OF SIDE ROAD, IN FENCE LINE.
 DO0239
 DO0239                          STATION RECOVERY (1957)
 DO0239
 DO0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0239'RECOVERED IN GOOD CONDITION.
 DO0239
 DO0239                          STATION RECOVERY (2001)
 DO0239
 DO0239'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0378 ***********************************************************************
 CU0378  DESIGNATION -  22 WDC
 CU0378  PID         -  CU0378
 CU0378  STATE/COUNTY-  TX/COKE
 CU0378  USGS QUAD   -  SILVER (1987)
 CU0378
 CU0378                         *CURRENT SURVEY CONTROL
 CU0378  ___________________________________________________________________
 CU0378* NAD 83(1986)-  32 04 50.     (N)    100 41 10.     (W)     SCALED    
 CU0378* NAVD 88     -       623.605  (meters)    2045.94   (feet)  ADJUSTED  
 CU0378  ___________________________________________________________________
 CU0378  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CU0378  DYNAMIC HT  -         622.774 (meters)    2043.22  (feet)  COMP
 CU0378  MODELED GRAV-     979,287.6   (mgal)                       NAVD 88
 CU0378
 CU0378  VERT ORDER  -  SECOND    CLASS 0
 CU0378
 CU0378.The horizontal coordinates were scaled from a topographic map and have
 CU0378.an estimated accuracy of +/- 6 seconds.
 CU0378
 CU0378.The orthometric height was determined by differential leveling
 CU0378.and adjusted by the National Geodetic Survey in June 1991..
 CU0378
 CU0378.The geoid height was determined by GEOID03.
 CU0378
 CU0378.The dynamic height is computed by dividing the NAVD 88
 CU0378.geopotential number by the normal gravity value computed on the
 CU0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0378.degrees latitude (g = 980.6199 gals.).
 CU0378
 CU0378.The modeled gravity was interpolated from observed gravity values.
 CU0378
 CU0378;                    North         East    Units  Estimated Accuracy
 CU0378;SPC TX C     - 3,267,660.      666,690.      MT  (+/- 180 meters Scaled)
 CU0378
 CU0378                          SUPERSEDED SURVEY CONTROL
 CU0378
 CU0378  NGVD 29 (??/??/92)  623.409  (m)         2045.30   (f) ADJ UNCH    2 0
 CU0378
 CU0378.Superseded values are not recommended for survey control.
 CU0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0378.See file dsdata.txt to determine how the superseded data were derived.
 CU0378
 CU0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA408506(NAD 83)
 CU0378_MARKER: DD = SURVEY DISK
 CU0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0378_STAMPING: 22 WDC 1958 2045
 CU0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0378+STABILITY: SURFACE MOTION
 CU0378
 CU0378  HISTORY     - Date     Condition        Report By
 CU0378  HISTORY     - 1958     MONUMENTED       USGS
 CU0378  HISTORY     - 1961     GOOD             NGS
 CU0378
 CU0378                          STATION DESCRIPTION
 CU0378
 CU0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0378'0.6 MI N FROM SILVER.
 CU0378'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0378'AT SILVER, 0.3 MILE SOUTHEAST OF THE COKE-MITCHELL COUNTY LINE, 173
 CU0378'FEET WEST OF THE CENTER OF THE JUNCTION OF THE ROAD AND STATE HIGHWAY
 CU0378'208, 149 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 CU0378'NORTH OF A BRACED POWER POLE, 3 1/2 FEET EAST OF A FENCE, ABOUT LEVEL
 CU0378'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CU0378'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0905 ***********************************************************************
 BZ0905  DESIGNATION -  220 GCSFRC
 BZ0905  PID         -  BZ0905
 BZ0905  STATE/COUNTY-  TX/BELL
 BZ0905  USGS QUAD   -  TEMPLE (1993)
 BZ0905
 BZ0905                         *CURRENT SURVEY CONTROL
 BZ0905  ___________________________________________________________________
 BZ0905* NAD 83(1986)-  31 07 09.     (N)    097 20 38.     (W)     SCALED    
 BZ0905* NAVD 88     -       231.926  (meters)     760.91   (feet)  POSTED    
 BZ0905  ___________________________________________________________________
 BZ0905  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ0905  DYNAMIC HT  -         231.620 (meters)     759.91  (feet)  COMP
 BZ0905  MODELED GRAV-     979,318.0   (mgal)                       NAVD 88
 BZ0905
 BZ0905  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BZ0905
 BZ0905.The horizontal coordinates were scaled from a topographic map and have
 BZ0905.an estimated accuracy of +/- 6 seconds.
 BZ0905
 BZ0905.The orthometric height was determined by differential leveling
 BZ0905.and adjusted by the National Geodetic Survey in 1992..
 BZ0905.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BZ0905.rate of 4.1 thru 8.0 mm/km.
 BZ0905
 BZ0905.The geoid height was determined by GEOID03.
 BZ0905
 BZ0905.The dynamic height is computed by dividing the NAVD 88
 BZ0905.geopotential number by the normal gravity value computed on the
 BZ0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0905.degrees latitude (g = 980.6199 gals.).
 BZ0905
 BZ0905.The modeled gravity was interpolated from observed gravity values.
 BZ0905
 BZ0905;                    North         East    Units  Estimated Accuracy
 BZ0905;SPC TX C     - 3,164,850.      985,080.      MT  (+/- 180 meters Scaled)
 BZ0905
 BZ0905                          SUPERSEDED SURVEY CONTROL
 BZ0905
 BZ0905  NGVD 29 (??/??/92)  231.868  (m)          760.72   (f) ADJ UNCH    2 0
 BZ0905
 BZ0905.Superseded values are not recommended for survey control.
 BZ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0905.See file dsdata.txt to determine how the superseded data were derived.
 BZ0905
 BZ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV579439(NAD 83)
 BZ0905_MARKER: Z = SEE DESCRIPTION
 BZ0905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0905_SP_SET: MILEPOST
 BZ0905_STAMPING: 220
 BZ0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0905
 BZ0905  HISTORY     - Date     Condition        Report By
 BZ0905  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0905  HISTORY     - 1933     GOOD             NGS
 BZ0905  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 BZ0905  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0905
 BZ0905                          STATION DESCRIPTION
 BZ0905
 BZ0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0905'1.7 MI N FROM TEMPLE.
 BZ0905'1.7 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0905'TEMPLE, BELL COUNTY, AT MILEPOST 220, AND 8 FEET EAST OF THE
 BZ0905'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0905'220 AND PROJECTING ABOUT 3 FEET ABOVE GROUND.
 BZ0905
 BZ0905                          STATION RECOVERY (2001)
 BZ0905
 BZ0905'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 BZ0905'MARK NOT FOUND.
 BZ0905
 BZ0905                          STATION RECOVERY (2003)
 BZ0905
 BZ0905'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1172 ***********************************************************************
 FL1172  DESIGNATION -  2200
 FL1172  PID         -  FL1172
 FL1172  STATE/COUNTY-  TX/POTTER
 FL1172  USGS QUAD   -  MAYER (1973)
 FL1172
 FL1172                         *CURRENT SURVEY CONTROL
 FL1172  ___________________________________________________________________
 FL1172* NAD 83(1986)-  35 19 51.     (N)    101 39 18.     (W)     SCALED    
 FL1172* NAVD 88     -      1094.571  (meters)    3591.11   (feet)  ADJUSTED  
 FL1172  ___________________________________________________________________
 FL1172  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL1172  DYNAMIC HT  -        1093.274 (meters)    3586.85  (feet)  COMP
 FL1172  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 FL1172
 FL1172  VERT ORDER  -  SECOND    CLASS 0
 FL1172
 FL1172.The horizontal coordinates were scaled from a topographic map and have
 FL1172.an estimated accuracy of +/- 6 seconds.
 FL1172
 FL1172.The orthometric height was determined by differential leveling
 FL1172.and adjusted by the National Geodetic Survey in June 1991..
 FL1172
 FL1172.The geoid height was determined by GEOID03.
 FL1172
 FL1172.The dynamic height is computed by dividing the NAVD 88
 FL1172.geopotential number by the normal gravity value computed on the
 FL1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1172.degrees latitude (g = 980.6199 gals.).
 FL1172
 FL1172.The modeled gravity was interpolated from observed gravity values.
 FL1172
 FL1172;                    North         East    Units  Estimated Accuracy
 FL1172;SPC TX N     - 1,147,650.      185,910.      MT  (+/- 180 meters Scaled)
 FL1172
 FL1172                          SUPERSEDED SURVEY CONTROL
 FL1172
 FL1172  NGVD 29 (??/??/92) 1094.059  (m)         3589.43   (f) ADJ UNCH    2 0
 FL1172
 FL1172.Superseded values are not recommended for survey control.
 FL1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1172.See file dsdata.txt to determine how the superseded data were derived.
 FL1172
 FL1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE586129(NAD 83)
 FL1172_MARKER: DD = SURVEY DISK
 FL1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1172_STAMPING: 2200 1935
 FL1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1172+STABILITY: SURFACE MOTION
 FL1172
 FL1172  HISTORY     - Date     Condition        Report By
 FL1172  HISTORY     - 1935     MONUMENTED       TXGS
 FL1172  HISTORY     - 1935     GOOD             NGS
 FL1172
 FL1172                          STATION DESCRIPTION
 FL1172
 FL1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1172'14.2 MI NE FROM AMARILLO.
 FL1172'TO REACH BENCHMARK FROM COURT HOUSE GO 1.0 MILE ALONG FILLMORE STREET,
 FL1172'THENCE 2.5 MILES EAST TO HIGHWAY NO. 136, THENCE 10.7 MILES ALONG
 FL1172'HIGHWAY NO. 136.  BENCHMARK IS LOCATED IN SECTION 22, BLOCK 1, BS AND
 FL1172'F SURVEY.  WEST OF PAVED ROAD.  0.7 MILE NORTHEAST OF MASTERSON
 FL1172'FILLING STATION.  4.0 FEET WEST OF FENCE.  4.0 FEET SOUTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1881 ***********************************************************************
 BK1881  DESIGNATION -  220.08 ATSFRR
 BK1881  PID         -  BK1881
 BK1881  STATE/COUNTY-  TX/JASPER
 BK1881  USGS QUAD   -  JASPER EAST (1984)
 BK1881
 BK1881                         *CURRENT SURVEY CONTROL
 BK1881  ___________________________________________________________________
 BK1881* NAD 83(1986)-  30 54 14.     (N)    093 57 31.     (W)     SCALED    
 BK1881* NAVD 88     -        67.38   (+/-2cm)     221.1    (feet)  VERTCON   
 BK1881  ___________________________________________________________________
 BK1881  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BK1881
 BK1881  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1881
 BK1881.The horizontal coordinates were scaled from a topographic map and have
 BK1881.an estimated accuracy of +/- 6 seconds.
 BK1881
 BK1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1881.The vertical order pertains to the NGVD 29 superseded value.
 BK1881
 BK1881.The geoid height was determined by GEOID03.
 BK1881
 BK1881;                    North         East    Units  Estimated Accuracy
 BK1881;SPC TX C     - 3,154,610.    1,309,020.      MT  (+/- 180 meters Scaled)
 BK1881
 BK1881                          SUPERSEDED SURVEY CONTROL
 BK1881
 BK1881  NGVD 29 (??/??/??)   67.379  (m)          221.06   (f) ADJUSTED    1 2
 BK1881
 BK1881.Superseded values are not recommended for survey control.
 BK1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1881.See file dsdata.txt to determine how the superseded data were derived.
 BK1881
 BK1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ083193(NAD 83)
 BK1881_MARKER: Z = SEE DESCRIPTION
 BK1881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1881_SP_SET: RAIL
 BK1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1881
 BK1881  HISTORY     - Date     Condition        Report By
 BK1881  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1881  HISTORY     - 1932     GOOD             CGS
 BK1881  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1881
 BK1881                          STATION DESCRIPTION
 BK1881
 BK1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1881'2.6 MI S FROM JASPER.
 BK1881'2.6 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1881'STATION AT JASPER, JASPER COUNTY, 35 FEET WEST OF THE TRACK, AND 3
 BK1881'FEET WEST OF MILE POLE 71.  THE TOP OF A VERTICAL RAIL PROJECTING 1
 BK1881'FOOT ABOVE GROUND.  NOTE-- ROADS IMPASSABLE.
 BK1881
 BK1881                          STATION RECOVERY (1934)
 BK1881
 BK1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1173 ***********************************************************************
 FL1173  DESIGNATION -  2201
 FL1173  PID         -  FL1173
 FL1173  STATE/COUNTY-  TX/POTTER
 FL1173  USGS QUAD   -  MAYER (1973)
 FL1173
 FL1173                         *CURRENT SURVEY CONTROL
 FL1173  ___________________________________________________________________
 FL1173* NAD 83(1986)-  35 20 18.     (N)    101 38 52.     (W)     SCALED    
 FL1173* NAVD 88     -      1094.217  (meters)    3589.94   (feet)  ADJUSTED  
 FL1173  ___________________________________________________________________
 FL1173  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL1173  DYNAMIC HT  -        1092.921 (meters)    3585.69  (feet)  COMP
 FL1173  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 FL1173
 FL1173  VERT ORDER  -  SECOND    CLASS 0
 FL1173
 FL1173.The horizontal coordinates were scaled from a topographic map and have
 FL1173.an estimated accuracy of +/- 6 seconds.
 FL1173
 FL1173.The orthometric height was determined by differential leveling
 FL1173.and adjusted by the National Geodetic Survey in June 1991..
 FL1173
 FL1173.The geoid height was determined by GEOID03.
 FL1173
 FL1173.The dynamic height is computed by dividing the NAVD 88
 FL1173.geopotential number by the normal gravity value computed on the
 FL1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1173.degrees latitude (g = 980.6199 gals.).
 FL1173
 FL1173.The modeled gravity was interpolated from observed gravity values.
 FL1173
 FL1173;                    North         East    Units  Estimated Accuracy
 FL1173;SPC TX N     - 1,148,480.      186,570.      MT  (+/- 180 meters Scaled)
 FL1173
 FL1173                          SUPERSEDED SURVEY CONTROL
 FL1173
 FL1173  NGVD 29 (??/??/92) 1093.704  (m)         3588.26   (f) ADJ UNCH    2 0
 FL1173
 FL1173.Superseded values are not recommended for survey control.
 FL1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1173.See file dsdata.txt to determine how the superseded data were derived.
 FL1173
 FL1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE593137(NAD 83)
 FL1173_MARKER: DD = SURVEY DISK
 FL1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1173_STAMPING: 2201 1935
 FL1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1173+STABILITY: SURFACE MOTION
 FL1173
 FL1173  HISTORY     - Date     Condition        Report By
 FL1173  HISTORY     - 1935     MONUMENTED       TXGS
 FL1173  HISTORY     - 1935     GOOD             NGS
 FL1173
 FL1173                          STATION DESCRIPTION
 FL1173
 FL1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1173'14.9 MI NE FROM AMARILLO.
 FL1173'TO REACH BENCHMARK FROM COURT HOUSE GO 1.0 MILE NORTH ALONG FILLMORE
 FL1173'STREET, THENCE 2.5 MILES EAST TO HIGHWAY NO. 136, THENCE NORTHEAST
 FL1173'11.4 MILES ALONG HIGHWAY NO. 136.  BENCHMARK IS LOCATED ON NORTH LINE
 FL1173'SECTION 23, BLOCK 1, BS AND F SURVEY.  3.0 FEET WEST OF FENCE.  3.0
 FL1173'FEET SOUTH OF FENCE.  ABOUT MIDDLE OF CURVE WHERE HIGHWAY TURNS DUE
 FL1173'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1174 ***********************************************************************
 FL1174  DESIGNATION -  2202
 FL1174  PID         -  FL1174
 FL1174  STATE/COUNTY-  TX/POTTER
 FL1174  USGS QUAD   -  MAYER (1973)
 FL1174
 FL1174                         *CURRENT SURVEY CONTROL
 FL1174  ___________________________________________________________________
 FL1174* NAD 83(1986)-  35 20 45.     (N)    101 38 42.     (W)     SCALED    
 FL1174* NAVD 88     -      1084.734  (meters)    3558.83   (feet)  ADJUSTED  
 FL1174  ___________________________________________________________________
 FL1174  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL1174  DYNAMIC HT  -        1083.448 (meters)    3554.61  (feet)  COMP
 FL1174  MODELED GRAV-     979,412.1   (mgal)                       NAVD 88
 FL1174
 FL1174  VERT ORDER  -  SECOND    CLASS 0
 FL1174
 FL1174.The horizontal coordinates were scaled from a topographic map and have
 FL1174.an estimated accuracy of +/- 6 seconds.
 FL1174
 FL1174.The orthometric height was determined by differential leveling
 FL1174.and adjusted by the National Geodetic Survey in June 1991..
 FL1174
 FL1174.The geoid height was determined by GEOID03.
 FL1174
 FL1174.The dynamic height is computed by dividing the NAVD 88
 FL1174.geopotential number by the normal gravity value computed on the
 FL1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1174.degrees latitude (g = 980.6199 gals.).
 FL1174
 FL1174.The modeled gravity was interpolated from observed gravity values.
 FL1174
 FL1174;                    North         East    Units  Estimated Accuracy
 FL1174;SPC TX N     - 1,149,310.      186,820.      MT  (+/- 180 meters Scaled)
 FL1174
 FL1174                          SUPERSEDED SURVEY CONTROL
 FL1174
 FL1174  NGVD 29 (??/??/92) 1084.223  (m)         3557.16   (f) ADJ UNCH    2 0
 FL1174
 FL1174.Superseded values are not recommended for survey control.
 FL1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1174.See file dsdata.txt to determine how the superseded data were derived.
 FL1174
 FL1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE596146(NAD 83)
 FL1174_MARKER: DD = SURVEY DISK
 FL1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1174_STAMPING: 2202 1935
 FL1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1174+STABILITY: SURFACE MOTION
 FL1174
 FL1174  HISTORY     - Date     Condition        Report By
 FL1174  HISTORY     - 1935     MONUMENTED       TXGS
 FL1174  HISTORY     - 1935     GOOD             NGS
 FL1174
 FL1174                          STATION DESCRIPTION
 FL1174
 FL1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1174'15.4 MI NE FROM AMARILLO.
 FL1174'TO REACH BENCHMARK FROM COURT HOUSE GO 1.0 MILE NORTH ALONG FILLMORE
 FL1174'STREET, THENCE 2.5 MILES EAST TO HIGHWAY NO. 136, THENCE NORTHEAST
 FL1174'11.9 MILES ALONG HIGHWAY NO. 136.  BENCHMARK IS LOCATED IN SECTION 26,
 FL1174'BLOCK 1, BS AND F SURVEY.  ON WEST SIDE OF HIGHWAY.  2.0 FEET WEST OF
 FL1174'FENCE.  9.0 FEET NORTH OF FENCE LINE.  0.4 MILE NORTH OF CURVE IN
 FL1174'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0625 ***********************************************************************
 BY0625  DESIGNATION -  220.360
 BY0625  PID         -  BY0625
 BY0625  STATE/COUNTY-  TX/ANGELINA
 BY0625  USGS QUAD   -  ROCKLAND (1984)
 BY0625
 BY0625                         *CURRENT SURVEY CONTROL
 BY0625  ___________________________________________________________________
 BY0625* NAD 83(1986)-  31 06 42.     (N)    094 25 47.     (W)     SCALED    
 BY0625* NAVD 88     -        67.24   (+/-2cm)     220.6    (feet)  VERTCON   
 BY0625  ___________________________________________________________________
 BY0625  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BY0625
 BY0625  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0625
 BY0625.The horizontal coordinates were scaled from a topographic map and have
 BY0625.an estimated accuracy of +/- 6 seconds.
 BY0625
 BY0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0625.The vertical order pertains to the NGVD 29 superseded value.
 BY0625
 BY0625.The geoid height was determined by GEOID03.
 BY0625
 BY0625;                    North         East    Units  Estimated Accuracy
 BY0625;SPC TX C     - 3,175,120.    1,262,830.      MT  (+/- 180 meters Scaled)
 BY0625
 BY0625                          SUPERSEDED SURVEY CONTROL
 BY0625
 BY0625  NGVD 29 (??/??/92)   67.264  (m)          220.68   (f) ADJ UNCH    2 0
 BY0625
 BY0625.Superseded values are not recommended for survey control.
 BY0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0625.See file dsdata.txt to determine how the superseded data were derived.
 BY0625
 BY0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ636428(NAD 83)
 BY0625_MARKER: DD = SURVEY DISK
 BY0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0625+STABILITY: SURFACE MOTION
 BY0625
 BY0625  HISTORY     - Date     Condition        Report By
 BY0625  HISTORY     - UNK      MONUMENTED       USGS
 BY0625  HISTORY     - 1949     GOOD             NGS
 BY0625
 BY0625                          STATION DESCRIPTION
 BY0625
 BY0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0625'3.25 MI S FROM ZAVALLA.
 BY0625'3.25 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0625'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, 117.0 FEET SOUTH OF
 BY0625'MILEPOST NO. 111 51.7 FEET EAST OF THE CENTER LINE OF U. S. HIGHWAY
 BY0625'69, 46.5 FEET WEST OF THE WEST RAIL OF THE TEXAS AND NEW ORLEANS
 BY0625'RAILROAD TRACK, 1.3 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP
 BY0625'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0270 ***********************************************************************
 AM0270  DESIGNATION -  2209 TXRD
 AM0270  PID         -  AM0270
 AM0270  STATE/COUNTY-  TX/MATAGORDA
 AM0270  USGS QUAD   -  WADSWORTH (1972)
 AM0270
 AM0270                         *CURRENT SURVEY CONTROL
 AM0270  ___________________________________________________________________
 AM0270* NAD 83(1986)-  28 45 26.     (N)    095 56 45.     (W)     SCALED    
 AM0270* NAVD 88     -         6.32   (+/-2cm)      20.7    (feet)  VERTCON   
 AM0270  ___________________________________________________________________
 AM0270  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AM0270
 AM0270  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0270
 AM0270.The horizontal coordinates were scaled from a topographic map and have
 AM0270.an estimated accuracy of +/- 6 seconds.
 AM0270
 AM0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0270.The vertical order pertains to the NGVD 29 superseded value.
 AM0270
 AM0270.The geoid height was determined by GEOID03.
 AM0270
 AM0270;                    North         East    Units  Estimated Accuracy
 AM0270;SPC TXSC     - 4,106,290.      898,230.      MT  (+/- 180 meters Scaled)
 AM0270
 AM0270                          SUPERSEDED SURVEY CONTROL
 AM0270
 AM0270  NGVD 29 (??/??/92)    6.37   (m)           20.9    (f) COMPUTED    1 2
 AM0270
 AM0270.Superseded values are not recommended for survey control.
 AM0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0270.See file dsdata.txt to determine how the superseded data were derived.
 AM0270
 AM0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM123846(NAD 83)
 AM0270_MARKER: DD = SURVEY DISK
 AM0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0270_STAMPING: AUSTIN 2-209
 AM0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0270+STABILITY: SURFACE MOTION
 AM0270
 AM0270  HISTORY     - Date     Condition        Report By
 AM0270  HISTORY     - UNK      MONUMENTED       TXRD
 AM0270  HISTORY     - 1943     GOOD             NGS
 AM0270
 AM0270                          STATION DESCRIPTION
 AM0270
 AM0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AM0270'1.0 MI W FROM GULF HILL SIDING.
 AM0270'TO REACH FROM THE GULF HILL SIDING ON THE SANTA FE RAILROAD.  PROCEED
 AM0270'WESTERLY ON OILED ROAD 1.0 MILE TO THE INTERSECTION OF STATE HIGHWAY
 AM0270'NO. 60 AND SITE OF BENCH MARK.  BENCH MARK IS 72.0 FEET SOUTHEAST OF
 AM0270'AN IRON CATTLE-GUARD, 35.0 FEET SOUTH OF THE CENTERLINE OF THE
 AM0270'EAST-WEST ROAD, 32.4 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE
 AM0270'CENTERLINE OF STATE HIGHWAY NO. 60, 20.5 FEET EAST OF A CORNER FENCE
 AM0270'POST AND AT THE BOTTOM OF THE SLOPE OF THE HIGHWAY.  MONUMENT IS ABOUT
 AM0270'0.2 FOOT BELOW THE TOP OF THE GROUND.  A TEXAS RECLAMATION DEPARTMENT
 AM0270'BRONZE DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0904 ***********************************************************************
 BZ0904  DESIGNATION -  221 GCSFRC
 BZ0904  PID         -  BZ0904
 BZ0904  STATE/COUNTY-  TX/BELL
 BZ0904  USGS QUAD   -  TROY (1993)
 BZ0904
 BZ0904                         *CURRENT SURVEY CONTROL
 BZ0904  ___________________________________________________________________
 BZ0904* NAD 83(1986)-  31 08 01.     (N)    097 20 24.     (W)     SCALED    
 BZ0904* NAVD 88     -       219.688  (meters)     720.76   (feet)  POSTED    
 BZ0904  ___________________________________________________________________
 BZ0904  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BZ0904  DYNAMIC HT  -         219.400 (meters)     719.81  (feet)  COMP
 BZ0904  MODELED GRAV-     979,317.2   (mgal)                       NAVD 88
 BZ0904
 BZ0904  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BZ0904
 BZ0904.The horizontal coordinates were scaled from a topographic map and have
 BZ0904.an estimated accuracy of +/- 6 seconds.
 BZ0904
 BZ0904.The orthometric height was determined by differential leveling
 BZ0904.and adjusted by the National Geodetic Survey in 1992..
 BZ0904.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BZ0904.rate of 4.1 thru 8.0 mm/km.
 BZ0904
 BZ0904.The geoid height was determined by GEOID03.
 BZ0904
 BZ0904.The dynamic height is computed by dividing the NAVD 88
 BZ0904.geopotential number by the normal gravity value computed on the
 BZ0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0904.degrees latitude (g = 980.6199 gals.).
 BZ0904
 BZ0904.The modeled gravity was interpolated from observed gravity values.
 BZ0904
 BZ0904;                    North         East    Units  Estimated Accuracy
 BZ0904;SPC TX C     - 3,166,460.      985,410.      MT  (+/- 180 meters Scaled)
 BZ0904
 BZ0904                          SUPERSEDED SURVEY CONTROL
 BZ0904
 BZ0904  NGVD 29 (??/??/92)  219.638  (m)          720.60   (f) ADJ UNCH    2 0
 BZ0904
 BZ0904.Superseded values are not recommended for survey control.
 BZ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0904.See file dsdata.txt to determine how the superseded data were derived.
 BZ0904
 BZ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV582455(NAD 83)
 BZ0904_MARKER: Z = SEE DESCRIPTION
 BZ0904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0904_SP_SET: MILEPOST
 BZ0904_STAMPING: 221
 BZ0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0904
 BZ0904  HISTORY     - Date     Condition        Report By
 BZ0904  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0904  HISTORY     - 1933     GOOD             NGS
 BZ0904  HISTORY     - 19950715 GOOD             USPSQD
 BZ0904  HISTORY     - 20031011 GOOD             USPSQD
 BZ0904
 BZ0904                          STATION DESCRIPTION
 BZ0904
 BZ0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0904'2.9 MI N FROM TEMPLE.
 BZ0904'2.7 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0904'TEMPLE, BELL COUNTY, AT MILEPOST 221, AND 5 FEET EAST OF THE
 BZ0904'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0904'221 AND PROJECTING ABOUT 3 FEET ABOVE GROUND.
 BZ0904
 BZ0904                          STATION RECOVERY (1995)
 BZ0904
 BZ0904'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0904'RECOVERED IN GOOD CONDITION.
 BZ0904
 BZ0904                          STATION RECOVERY (2003)
 BZ0904
 BZ0904'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0188 ***********************************************************************
 CU0188  DESIGNATION -  2212
 CU0188  PID         -  CU0188
 CU0188  STATE/COUNTY-  TX/NOLAN
 CU0188  USGS QUAD   -  SWEETWATER (1987)
 CU0188
 CU0188                         *CURRENT SURVEY CONTROL
 CU0188  ___________________________________________________________________
 CU0188* NAD 83(1986)-  32 26 04.     (N)    100 25 45.     (W)     SCALED    
 CU0188* NAVD 88     -       674.319  (meters)    2212.33   (feet)  ADJUSTED  
 CU0188  ___________________________________________________________________
 CU0188  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CU0188  DYNAMIC HT  -         673.420 (meters)    2209.38  (feet)  COMP
 CU0188  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 CU0188
 CU0188  VERT ORDER  -  SECOND    CLASS 0
 CU0188
 CU0188.The horizontal coordinates were scaled from a topographic map and have
 CU0188.an estimated accuracy of +/- 6 seconds.
 CU0188
 CU0188.The orthometric height was determined by differential leveling
 CU0188.and adjusted by the National Geodetic Survey in June 1991..
 CU0188
 CU0188.The geoid height was determined by GEOID03.
 CU0188
 CU0188.The dynamic height is computed by dividing the NAVD 88
 CU0188.geopotential number by the normal gravity value computed on the
 CU0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0188.degrees latitude (g = 980.6199 gals.).
 CU0188
 CU0188.The modeled gravity was interpolated from observed gravity values.
 CU0188
 CU0188;                    North         East    Units  Estimated Accuracy
 CU0188;SPC TXNC     - 2,086,810.      418,600.      MT  (+/- 180 meters Scaled)
 CU0188
 CU0188                          SUPERSEDED SURVEY CONTROL
 CU0188
 CU0188  NGVD 29 (??/??/92)  674.095  (m)         2211.59   (f) ADJ UNCH    2 0
 CU0188
 CU0188.Superseded values are not recommended for survey control.
 CU0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0188.See file dsdata.txt to determine how the superseded data were derived.
 CU0188
 CU0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA656894(NAD 83)
 CU0188_MARKER: P = PIPE CAP
 CU0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0188_STAMPING: 2212 1935
 CU0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0188
 CU0188  HISTORY     - Date     Condition        Report By
 CU0188  HISTORY     - 1935     MONUMENTED       USGS
 CU0188  HISTORY     - 1969     MARK NOT FOUND   USGS
 CU0188
 CU0188                          STATION DESCRIPTION
 CU0188
 CU0188'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 CU0188'2.7 MI S FROM SWEETWATER.
 CU0188'2.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0188'STATION AT SWEETWATER, NOLAN COUNTY, 150 FEET NORTHEAST OF MILEPOST
 CU0188'643, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 30 FEET WEST OF
 CU0188'THE CENTERLINE OF A NORTH-AND-SOUTH ROAD.  A UNITED STATES GEOLOGICAL
 CU0188'SURVEY STANDARD CAP, STAMPED 2212 1935 AND RIVETED ON THE TOP OF A
 CU0188'3-1/2-INCH IRON PIPE.
 CU0188
 CU0188                          STATION RECOVERY (1969)
 CU0188
 CU0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1209 ***********************************************************************
 FL1209  DESIGNATION -  2212
 FL1209  PID         -  FL1209
 FL1209  STATE/COUNTY-  TX/POTTER
 FL1209  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1209
 FL1209                         *CURRENT SURVEY CONTROL
 FL1209  ___________________________________________________________________
 FL1209* NAD 83(1986)-  35 22 09.     (N)    101 46 46.     (W)     SCALED    
 FL1209* NAVD 88     -      1051.096  (meters)    3448.47   (feet)  ADJUSTED  
 FL1209  ___________________________________________________________________
 FL1209  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL1209  DYNAMIC HT  -        1049.864 (meters)    3444.43  (feet)  COMP
 FL1209  MODELED GRAV-     979,426.6   (mgal)                       NAVD 88
 FL1209
 FL1209  VERT ORDER  -  SECOND    CLASS 0
 FL1209
 FL1209.The horizontal coordinates were scaled from a topographic map and have
 FL1209.an estimated accuracy of +/- 6 seconds.
 FL1209
 FL1209.The orthometric height was determined by differential leveling
 FL1209.and adjusted by the National Geodetic Survey in June 1991..
 FL1209
 FL1209.The geoid height was determined by GEOID03.
 FL1209
 FL1209.The dynamic height is computed by dividing the NAVD 88
 FL1209.geopotential number by the normal gravity value computed on the
 FL1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1209.degrees latitude (g = 980.6199 gals.).
 FL1209
 FL1209.The modeled gravity was interpolated from observed gravity values.
 FL1209
 FL1209;                    North         East    Units  Estimated Accuracy
 FL1209;SPC TX N     - 1,151,930.      174,610.      MT  (+/- 180 meters Scaled)
 FL1209
 FL1209                          SUPERSEDED SURVEY CONTROL
 FL1209
 FL1209  NGVD 29 (??/??/92) 1050.598  (m)         3446.84   (f) ADJ UNCH    2 0
 FL1209
 FL1209.Superseded values are not recommended for survey control.
 FL1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1209.See file dsdata.txt to determine how the superseded data were derived.
 FL1209
 FL1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE474175(NAD 83)
 FL1209_MARKER: DB = BENCH MARK DISK
 FL1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1209_STAMPING: STA 2212
 FL1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1209+STABILITY: SURFACE MOTION
 FL1209
 FL1209  HISTORY     - Date     Condition        Report By
 FL1209  HISTORY     - UNK      MONUMENTED       CGS
 FL1209  HISTORY     - 1935     GOOD             NGS
 FL1209
 FL1209                          STATION DESCRIPTION
 FL1209
 FL1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1209'8.3 MI W FROM MASTERSON.
 FL1209'8.3 MILES WEST OF R.R. DEPOT ON HIGH TABLE OF GROUND 1.7 MILES EAST OF
 FL1209'FARMHOUSE, 30 FEET NORTH OF DIM ROAD WHICH CROSSES SANTA FE RAILROAD
 FL1209'AT A SECTION HOUSE 0.3 MILES SOUTH OF MILEPOST 12 AND GOES OFF IN A
 FL1209'WESTERLY DIRECTION TOWARD MASTERSON AFTER GOING PAST ONLY FARMHOUSE IN
 FL1209'SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0902 ***********************************************************************
 BZ0902  DESIGNATION -  222 GCSFRC
 BZ0902  PID         -  BZ0902
 BZ0902  STATE/COUNTY-  TX/BELL
 BZ0902  USGS QUAD   -  TROY (1993)
 BZ0902
 BZ0902                         *CURRENT SURVEY CONTROL
 BZ0902  ___________________________________________________________________
 BZ0902* NAD 83(1986)-  31 08 53.     (N)    097 20 14.     (W)     SCALED    
 BZ0902* NAVD 88     -       221.008  (meters)     725.09   (feet)  ADJUSTED  
 BZ0902  ___________________________________________________________________
 BZ0902  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ0902  DYNAMIC HT  -         220.716 (meters)     724.13  (feet)  COMP
 BZ0902  MODELED GRAV-     979,316.4   (mgal)                       NAVD 88
 BZ0902
 BZ0902  VERT ORDER  -  SECOND    CLASS 0
 BZ0902
 BZ0902.The horizontal coordinates were scaled from a topographic map and have
 BZ0902.an estimated accuracy of +/- 6 seconds.
 BZ0902
 BZ0902.The orthometric height was determined by differential leveling
 BZ0902.and adjusted by the National Geodetic Survey in June 1991..
 BZ0902
 BZ0902.The geoid height was determined by GEOID03.
 BZ0902
 BZ0902.The dynamic height is computed by dividing the NAVD 88
 BZ0902.geopotential number by the normal gravity value computed on the
 BZ0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0902.degrees latitude (g = 980.6199 gals.).
 BZ0902
 BZ0902.The modeled gravity was interpolated from observed gravity values.
 BZ0902
 BZ0902;                    North         East    Units  Estimated Accuracy
 BZ0902;SPC TX C     - 3,168,070.      985,630.      MT  (+/- 180 meters Scaled)
 BZ0902
 BZ0902                          SUPERSEDED SURVEY CONTROL
 BZ0902
 BZ0902  NGVD 29 (??/??/92)  220.959  (m)          724.93   (f) ADJ UNCH    2 0
 BZ0902
 BZ0902.Superseded values are not recommended for survey control.
 BZ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0902.See file dsdata.txt to determine how the superseded data were derived.
 BZ0902
 BZ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV585472(NAD 83)
 BZ0902_MARKER: Z = SEE DESCRIPTION
 BZ0902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0902_SP_SET: MILEPOST
 BZ0902_STAMPING: 222
 BZ0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0902
 BZ0902  HISTORY     - Date     Condition        Report By
 BZ0902  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0902  HISTORY     - 1933     GOOD             NGS
 BZ0902  HISTORY     - 19950715 GOOD             USPSQD
 BZ0902  HISTORY     - 20031011 GOOD             USPSQD
 BZ0902
 BZ0902                          STATION DESCRIPTION
 BZ0902
 BZ0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0902'2.9 MI S FROM PENDLETON.
 BZ0902'2.9 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0902'PENDLETON, BELL COUNTY, AT MILEPOST 222, AND 18 FEET NORTHEAST OF THE
 BZ0902'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0902'222 AND PROJECTING ABOUT 2 FEET ABOVE GROUND.
 BZ0902
 BZ0902                          STATION RECOVERY (1995)
 BZ0902
 BZ0902'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0902'RECOVERED IN GOOD CONDITION.
 BZ0902
 BZ0902                          STATION RECOVERY (2003)
 BZ0902
 BZ0902'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0899 ***********************************************************************
 BZ0899  DESIGNATION -  223 GCSFRC
 BZ0899  PID         -  BZ0899
 BZ0899  STATE/COUNTY-  TX/BELL
 BZ0899  USGS QUAD   -  TROY (1993)
 BZ0899
 BZ0899                         *CURRENT SURVEY CONTROL
 BZ0899  ___________________________________________________________________
 BZ0899* NAD 83(1986)-  31 09 44.     (N)    097 20 32.     (W)     SCALED    
 BZ0899* NAVD 88     -       216.262  (meters)     709.52   (feet)  ADJUSTED  
 BZ0899  ___________________________________________________________________
 BZ0899  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BZ0899  DYNAMIC HT  -         215.976 (meters)     708.58  (feet)  COMP
 BZ0899  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BZ0899
 BZ0899  VERT ORDER  -  SECOND    CLASS 0
 BZ0899
 BZ0899.The horizontal coordinates were scaled from a topographic map and have
 BZ0899.an estimated accuracy of +/- 6 seconds.
 BZ0899
 BZ0899.The orthometric height was determined by differential leveling
 BZ0899.and adjusted by the National Geodetic Survey in June 1991..
 BZ0899
 BZ0899.The geoid height was determined by GEOID03.
 BZ0899
 BZ0899.The dynamic height is computed by dividing the NAVD 88
 BZ0899.geopotential number by the normal gravity value computed on the
 BZ0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0899.degrees latitude (g = 980.6199 gals.).
 BZ0899
 BZ0899.The modeled gravity was interpolated from observed gravity values.
 BZ0899
 BZ0899;                    North         East    Units  Estimated Accuracy
 BZ0899;SPC TX C     - 3,169,620.      985,110.      MT  (+/- 180 meters Scaled)
 BZ0899
 BZ0899                          SUPERSEDED SURVEY CONTROL
 BZ0899
 BZ0899  NGVD 29 (??/??/92)  216.213  (m)          709.36   (f) ADJ UNCH    2 0
 BZ0899
 BZ0899.Superseded values are not recommended for survey control.
 BZ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0899.See file dsdata.txt to determine how the superseded data were derived.
 BZ0899
 BZ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV580487(NAD 83)
 BZ0899_MARKER: Z = SEE DESCRIPTION
 BZ0899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0899_SP_SET: MILEPOST
 BZ0899_STAMPING: 223
 BZ0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0899
 BZ0899  HISTORY     - Date     Condition        Report By
 BZ0899  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0899  HISTORY     - 1933     GOOD             NGS
 BZ0899  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0899  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0899
 BZ0899                          STATION DESCRIPTION
 BZ0899
 BZ0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0899'1.9 MI S FROM PENDLETON.
 BZ0899'1.9 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0899'PENDLETON, BELL BOUNTY, AT MILEPOST 223, ABOUT 50 FEET NORTHWEST OF A
 BZ0899'BRIDGE, AND 15 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  THE
 BZ0899'HIGH POINT OF A VERTICAL RAIL, MARKED 223 AND PROJECTING 2 FEET ABOVE
 BZ0899'GROUND.
 BZ0899
 BZ0899                          STATION RECOVERY (1980)
 BZ0899
 BZ0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0899'MARK NOT FOUND.
 BZ0899
 BZ0899                          STATION RECOVERY (2003)
 BZ0899
 BZ0899'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0486 ***********************************************************************
 BY0486  DESIGNATION -  223.146 USGS
 BY0486  PID         -  BY0486
 BY0486  STATE/COUNTY-  TX/ANGELINA
 BY0486  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0486
 BY0486                         *CURRENT SURVEY CONTROL
 BY0486  ___________________________________________________________________
 BY0486* NAD 83(1986)-  31 19 57.     (N)    094 29 27.     (W)     SCALED    
 BY0486* NAVD 88     -        68.01   (+/-2cm)     223.1    (feet)  VERTCON   
 BY0486  ___________________________________________________________________
 BY0486  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BY0486
 BY0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0486
 BY0486.The horizontal coordinates were scaled from a topographic map and have
 BY0486.an estimated accuracy of +/- 6 seconds.
 BY0486
 BY0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0486.The vertical order pertains to the NGVD 29 superseded value.
 BY0486
 BY0486.The geoid height was determined by GEOID03.
 BY0486
 BY0486;                    North         East    Units  Estimated Accuracy
 BY0486;SPC TX C     - 3,199,260.    1,255,730.      MT  (+/- 180 meters Scaled)
 BY0486
 BY0486                          SUPERSEDED SURVEY CONTROL
 BY0486
 BY0486  NGVD 29 (??/??/92)   68.051  (m)          223.26   (f) ADJ UNCH    2 0
 BY0486
 BY0486.Superseded values are not recommended for survey control.
 BY0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0486.See file dsdata.txt to determine how the superseded data were derived.
 BY0486
 BY0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ581674(NAD 83)
 BY0486_MARKER: N = NAIL
 BY0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0486_SP_SET: TREE
 BY0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0486
 BY0486  HISTORY     - Date     Condition        Report By
 BY0486  HISTORY     - UNK      MONUMENTED       USGS
 BY0486  HISTORY     - 1952     GOOD             NGS
 BY0486
 BY0486                          STATION DESCRIPTION
 BY0486
 BY0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0486'4.75 MI S FROM EWING.
 BY0486'1.2 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY0486'RAILROAD WATER TANK AT EWING, THENCE 1.95 MILES SOUTH ALONG A DIRT
 BY0486'ROAD, THENCE 1.6 MILES SOUTHEAST ALONG AN ABANDONED C.C.C. ROAD, 0.5
 BY0486'MILE SOUTHEAST OF AN ABANDONED BRIDGE OVER ODELL CREEK, 107 FEET
 BY0486'NORTHEAST OF THE CENTER LINE OF THE C.C.C. ROAD, 79 FEET NORTHEAST OF
 BY0486'A WITNESS POST, 19 FEET SOUTHEAST OF THE CENTER LINE OF A DIM WOODS
 BY0486'ROAD, A COPPER NAIL AND WASHER IN THE TOP OF THE NORTH ROOT OF A 14
 BY0486'INCH CATALPA TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1874 ***********************************************************************
 BK1874  DESIGNATION -  223.57 ATSFRR
 BK1874  PID         -  BK1874
 BK1874  STATE/COUNTY-  TX/JASPER
 BK1874  USGS QUAD   -  ROGANVILLE (1984)
 BK1874
 BK1874                         *CURRENT SURVEY CONTROL
 BK1874  ___________________________________________________________________
 BK1874* NAD 83(1986)-  30 50 04.     (N)    093 54 55.     (W)     SCALED    
 BK1874* NAVD 88     -        68.40   (+/-2cm)     224.4    (feet)  VERTCON   
 BK1874  ___________________________________________________________________
 BK1874  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BK1874
 BK1874  VERT ORDER  -  ? (See Below)
 BK1874
 BK1874.The horizontal coordinates were scaled from a topographic map and have
 BK1874.an estimated accuracy of +/- 6 seconds.
 BK1874
 BK1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1874.The vertical order pertains to the NGVD 29 superseded value.
 BK1874
 BK1874.The geoid height was determined by GEOID03.
 BK1874
 BK1874;                    North         East    Units  Estimated Accuracy
 BK1874;SPC TX C     - 3,147,160.    1,313,600.      MT  (+/- 180 meters Scaled)
 BK1874
 BK1874                          SUPERSEDED SURVEY CONTROL
 BK1874
 BK1874  NGVD 29 (??/??/??)   68.394  (m)          224.39   (f) ADJUSTED    ?  
 BK1874
 BK1874.Superseded values are not recommended for survey control.
 BK1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1874.See file dsdata.txt to determine how the superseded data were derived.
 BK1874
 BK1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ124116(NAD 83)
 BK1874_MARKER: Z = SEE DESCRIPTION
 BK1874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1874_SP_SET: RAIL
 BK1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1874
 BK1874  HISTORY     - Date     Condition        Report By
 BK1874  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1874  HISTORY     - 1932     GOOD             CGS
 BK1874  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1874
 BK1874                          STATION DESCRIPTION
 BK1874
 BK1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1874'2.5 MI N FROM ROGANVILLE.
 BK1874'2.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1874'STATION AT ROGANVILLE, JASPER COUNTY, 80 FEET NORTHWEST OF MILE RAIL
 BK1874'65, 30 FEET WEST OF THE TRACK, AND 4 FEET NORTH OF MILE POLE 65. THE
 BK1874'TOP OF A VERTICAL RAIL PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- ROADS
 BK1874'IMPASSABLE.
 BK1874
 BK1874                          STATION RECOVERY (1934)
 BK1874
 BK1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0898 ***********************************************************************
 BZ0898  DESIGNATION -  224 GCSFRC
 BZ0898  PID         -  BZ0898
 BZ0898  STATE/COUNTY-  TX/BELL
 BZ0898  USGS QUAD   -  TROY (1993)
 BZ0898
 BZ0898                         *CURRENT SURVEY CONTROL
 BZ0898  ___________________________________________________________________
 BZ0898* NAD 83(1986)-  31 10 32.     (N)    097 20 54.     (W)     SCALED    
 BZ0898* NAVD 88     -       231.796  (meters)     760.48   (feet)  ADJUSTED  
 BZ0898  ___________________________________________________________________
 BZ0898  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BZ0898  DYNAMIC HT  -         231.490 (meters)     759.48  (feet)  COMP
 BZ0898  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 BZ0898
 BZ0898  VERT ORDER  -  SECOND    CLASS 0
 BZ0898
 BZ0898.The horizontal coordinates were scaled from a topographic map and have
 BZ0898.an estimated accuracy of +/- 6 seconds.
 BZ0898
 BZ0898.The orthometric height was determined by differential leveling
 BZ0898.and adjusted by the National Geodetic Survey in June 1991..
 BZ0898
 BZ0898.The geoid height was determined by GEOID03.
 BZ0898
 BZ0898.The dynamic height is computed by dividing the NAVD 88
 BZ0898.geopotential number by the normal gravity value computed on the
 BZ0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0898.degrees latitude (g = 980.6199 gals.).
 BZ0898
 BZ0898.The modeled gravity was interpolated from observed gravity values.
 BZ0898
 BZ0898;                    North         East    Units  Estimated Accuracy
 BZ0898;SPC TX C     - 3,171,090.      984,490.      MT  (+/- 180 meters Scaled)
 BZ0898
 BZ0898                          SUPERSEDED SURVEY CONTROL
 BZ0898
 BZ0898  NGVD 29 (??/??/92)  231.747  (m)          760.32   (f) ADJ UNCH    2 0
 BZ0898
 BZ0898.Superseded values are not recommended for survey control.
 BZ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0898.See file dsdata.txt to determine how the superseded data were derived.
 BZ0898
 BZ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV573502(NAD 83)
 BZ0898_MARKER: Z = SEE DESCRIPTION
 BZ0898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0898_SP_SET: MILEPOST
 BZ0898_STAMPING: 224
 BZ0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0898
 BZ0898  HISTORY     - Date     Condition        Report By
 BZ0898  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0898  HISTORY     - 1933     GOOD             NGS
 BZ0898  HISTORY     - 19950715 GOOD             USPSQD
 BZ0898  HISTORY     - 20031011 GOOD             USPSQD
 BZ0898
 BZ0898                          STATION DESCRIPTION
 BZ0898
 BZ0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0898'0.9 MI S FROM PENDLETON.
 BZ0898'0.9 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0898'PENDLETON, BELL COUNTY, AT MILEPOST 224, AND 12 FEET EAST OF THE
 BZ0898'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0898'224 AND PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0898
 BZ0898                          STATION RECOVERY (1995)
 BZ0898
 BZ0898'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0898'RECOVERED IN GOOD CONDITION.
 BZ0898
 BZ0898                          STATION RECOVERY (2003)
 BZ0898
 BZ0898'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1024 ***********************************************************************
 BY1024  DESIGNATION -  224.134
 BY1024  PID         -  BY1024
 BY1024  STATE/COUNTY-  TX/NACOGDOCHES
 BY1024  USGS QUAD   -  PLATT (1980)
 BY1024
 BY1024                         *CURRENT SURVEY CONTROL
 BY1024  ___________________________________________________________________
 BY1024* NAD 83(1986)-  31 25 53.     (N)    094 30 07.     (W)     SCALED    
 BY1024* NAVD 88     -        68.20   (+/-2cm)     223.8    (feet)  VERTCON   
 BY1024  ___________________________________________________________________
 BY1024  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BY1024
 BY1024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1024
 BY1024.The horizontal coordinates were scaled from a topographic map and have
 BY1024.an estimated accuracy of +/- 6 seconds.
 BY1024
 BY1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1024.The vertical order pertains to the NGVD 29 superseded value.
 BY1024
 BY1024.The geoid height was determined by GEOID03.
 BY1024
 BY1024;                    North         East    Units  Estimated Accuracy
 BY1024;SPC TX C     - 3,210,160.    1,254,100.      MT  (+/- 180 meters Scaled)
 BY1024
 BY1024                          SUPERSEDED SURVEY CONTROL
 BY1024
 BY1024  NGVD 29 (??/??/92)   68.254  (m)          223.93   (f) ADJ UNCH    2 0
 BY1024
 BY1024.Superseded values are not recommended for survey control.
 BY1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1024.See file dsdata.txt to determine how the superseded data were derived.
 BY1024
 BY1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ572783(NAD 83)
 BY1024_MARKER: N = NAIL
 BY1024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1024_SP_SET: TREE
 BY1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1024
 BY1024  HISTORY     - Date     Condition        Report By
 BY1024  HISTORY     - UNK      MONUMENTED       USGS
 BY1024  HISTORY     - 1948     GOOD             NGS
 BY1024  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1024
 BY1024                          STATION DESCRIPTION
 BY1024
 BY1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1024'5.7 MI S FROM WODEN.
 BY1024'5.7 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1024'WODEN, 136.0 FEET NORTH OF BENCH MARK Q 893, 128.0 FEET NORTH OF A Y
 BY1024'FORK IN THE ROAD, 19.0 FEET WEST OF THE CENTER LINE OF THE ROAD, IN
 BY1024'THE TOP OF THE EAST ROOT OF AN 18-INCH RED OAK TREE.
 BY1024
 BY1024                          STATION RECOVERY (1998)
 BY1024
 BY1024'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0896 ***********************************************************************
 BZ0896  DESIGNATION -  225 GCSFRC
 BZ0896  PID         -  BZ0896
 BZ0896  STATE/COUNTY-  TX/BELL
 BZ0896  USGS QUAD   -  TROY (1993)
 BZ0896
 BZ0896                         *CURRENT SURVEY CONTROL
 BZ0896  ___________________________________________________________________
 BZ0896* NAD 83(1986)-  31 11 21.     (N)    097 21 01.     (W)     SCALED    
 BZ0896* NAVD 88     -       228.634  (meters)     750.11   (feet)  ADJUSTED  
 BZ0896  ___________________________________________________________________
 BZ0896  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BZ0896  DYNAMIC HT  -         228.332 (meters)     749.12  (feet)  COMP
 BZ0896  MODELED GRAV-     979,314.3   (mgal)                       NAVD 88
 BZ0896
 BZ0896  VERT ORDER  -  SECOND    CLASS 0
 BZ0896
 BZ0896.The horizontal coordinates were scaled from a topographic map and have
 BZ0896.an estimated accuracy of +/- 6 seconds.
 BZ0896
 BZ0896.The orthometric height was determined by differential leveling
 BZ0896.and adjusted by the National Geodetic Survey in June 1991..
 BZ0896
 BZ0896.The geoid height was determined by GEOID03.
 BZ0896
 BZ0896.The dynamic height is computed by dividing the NAVD 88
 BZ0896.geopotential number by the normal gravity value computed on the
 BZ0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0896.degrees latitude (g = 980.6199 gals.).
 BZ0896
 BZ0896.The modeled gravity was interpolated from observed gravity values.
 BZ0896
 BZ0896;                    North         East    Units  Estimated Accuracy
 BZ0896;SPC TX C     - 3,172,590.      984,260.      MT  (+/- 180 meters Scaled)
 BZ0896
 BZ0896                          SUPERSEDED SURVEY CONTROL
 BZ0896
 BZ0896  NGVD 29 (??/??/92)  228.585  (m)          749.95   (f) ADJ UNCH    2 0
 BZ0896
 BZ0896.Superseded values are not recommended for survey control.
 BZ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0896.See file dsdata.txt to determine how the superseded data were derived.
 BZ0896
 BZ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV571517(NAD 83)
 BZ0896_MARKER: Z = SEE DESCRIPTION
 BZ0896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0896_SP_SET: MILEPOST
 BZ0896_STAMPING: 225
 BZ0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0896+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BZ0896
 BZ0896  HISTORY     - Date     Condition        Report By
 BZ0896  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0896  HISTORY     - 1933     GOOD             NGS
 BZ0896  HISTORY     - 19950715 GOOD             USPSQD
 BZ0896  HISTORY     - 20031011 GOOD             USPSQD
 BZ0896  HISTORY     - 20050728 GOOD             USPSQD
 BZ0896
 BZ0896                          STATION DESCRIPTION
 BZ0896
 BZ0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0896'0.1 MI N FROM PENDLETON.
 BZ0896'0.1 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0896'PENDLETON, BELL COUNTY, AT MILEPOST 225, AND 12 FEET EAST OF THE
 BZ0896'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0896'225 AND PROJECTING ABOUT 3 FEET ABOVE GROUND.
 BZ0896
 BZ0896                          STATION RECOVERY (1995)
 BZ0896
 BZ0896'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0896'RECOVERED IN GOOD CONDITION.
 BZ0896
 BZ0896                          STATION RECOVERY (2003)
 BZ0896
 BZ0896'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0896'RECOVERED IN GOOD CONDITION.
 BZ0896
 BZ0896                          STATION RECOVERY (2005)
 BZ0896
 BZ0896'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0249 ***********************************************************************
 BM0249  DESIGNATION -  225 SA
 BM0249  PID         -  BM0249
 BM0249  STATE/COUNTY-  TX/LEE
 BM0249  USGS QUAD   -  GIDDINGS (1988)
 BM0249
 BM0249                         *CURRENT SURVEY CONTROL
 BM0249  ___________________________________________________________________
 BM0249* NAD 83(1986)-  30 08 48.     (N)    096 57 24.     (W)     SCALED    
 BM0249* NAVD 88     -       120.93   (+/-2cm)     396.8    (feet)  VERTCON   
 BM0249  ___________________________________________________________________
 BM0249  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BM0249
 BM0249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0249
 BM0249.The horizontal coordinates were scaled from a topographic map and have
 BM0249.an estimated accuracy of +/- 6 seconds.
 BM0249
 BM0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0249.The vertical order pertains to the NGVD 29 superseded value.
 BM0249
 BM0249.The geoid height was determined by GEOID03.
 BM0249
 BM0249;                    North         East    Units  Estimated Accuracy
 BM0249;SPC TX C     - 3,058,150.    1,025,270.      MT  (+/- 180 meters Scaled)
 BM0249
 BM0249                          SUPERSEDED SURVEY CONTROL
 BM0249
 BM0249  NGVD 29 (??/??/92)  120.87   (m)          396.6    (f) COMPUTED    2 0
 BM0249
 BM0249.Superseded values are not recommended for survey control.
 BM0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0249.See file dsdata.txt to determine how the superseded data were derived.
 BM0249
 BM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU968368(NAD 83)
 BM0249_MARKER: P = PIPE CAP
 BM0249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0249_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0249_STAMPING: 225 SA 404
 BM0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0249
 BM0249  HISTORY     - Date     Condition        Report By
 BM0249  HISTORY     - UNK      MONUMENTED       USGS
 BM0249  HISTORY     - 1935     GOOD             NGS
 BM0249
 BM0249                          STATION DESCRIPTION
 BM0249
 BM0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BM0249'2.7 MI S FROM GIDDINGS.
 BM0249'2.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0249'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT GIDDINGS, 50 FEET WEST
 BM0249'OF THE SOUTH END OF BRIDGE 64 C, 57 FEET WEST OF THE CENTERLINE OF THE
 BM0249'TRACK, AND 50 FEET SOUTH OF THE CENTERLINE OF A SMALL CREEK.  A U.S.
 BM0249'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 225 SA 404 AND RIVETED ON THE
 BM0249'TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1745 ***********************************************************************
 CS1745  DESIGNATION -  225 TXGS
 CS1745  PID         -  CS1745
 CS1745  STATE/COUNTY-  TX/TARRANT
 CS1745  USGS QUAD   -  HALTOM CITY (1981)
 CS1745
 CS1745                         *CURRENT SURVEY CONTROL
 CS1745  ___________________________________________________________________
 CS1745* NAD 83(1986)-  32 45 29.     (N)    097 20 34.     (W)     SCALED    
 CS1745* NAVD 88     -       168.796  (meters)     553.79   (feet)  ADJUSTED  
 CS1745  ___________________________________________________________________
 CS1745  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS1745  DYNAMIC HT  -         168.598 (meters)     553.14  (feet)  COMP
 CS1745  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 CS1745
 CS1745  VERT ORDER  -  FIRST     CLASS II
 CS1745
 CS1745.The horizontal coordinates were scaled from a topographic map and have
 CS1745.an estimated accuracy of +/- 6 seconds.
 CS1745
 CS1745.The orthometric height was determined by differential leveling
 CS1745.and adjusted by the National Geodetic Survey in June 1991..
 CS1745
 CS1745.The geoid height was determined by GEOID03.
 CS1745
 CS1745.The dynamic height is computed by dividing the NAVD 88
 CS1745.geopotential number by the normal gravity value computed on the
 CS1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1745.degrees latitude (g = 980.6199 gals.).
 CS1745
 CS1745.The modeled gravity was interpolated from observed gravity values.
 CS1745
 CS1745;                    North         East    Units  Estimated Accuracy
 CS1745;SPC TXNC     - 2,121,620.      708,430.      MT  (+/- 180 meters Scaled)
 CS1745
 CS1745                          SUPERSEDED SURVEY CONTROL
 CS1745
 CS1745  NGVD 29 (??/??/92)  168.790  (m)          553.77   (f) ADJ UNCH    1 2
 CS1745
 CS1745.Superseded values are not recommended for survey control.
 CS1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1745.See file dsdata.txt to determine how the superseded data were derived.
 CS1745
 CS1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB552256(NAD 83)
 CS1745_MARKER: DB = BENCH MARK DISK
 CS1745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1745_SP_SET: BRIDGE WALK
 CS1745_STAMPING: 225
 CS1745_MARK LOGO: TXGS  
 CS1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1745+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 CS1745
 CS1745  HISTORY     - Date     Condition        Report By
 CS1745  HISTORY     - UNK      MONUMENTED       TXGS
 CS1745  HISTORY     - 1957     GOOD             NGS
 CS1745  HISTORY     - 1984     GOOD             NGS
 CS1745  HISTORY     - 1989     GOOD             USPSQD
 CS1745  HISTORY     - 19960301 GOOD             USPSQD
 CS1745  HISTORY     - 20020612 GOOD             INDIV
 CS1745
 CS1745                          STATION DESCRIPTION
 CS1745
 CS1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1745'IN FORT WORTH.
 CS1745'ABOUT 0.6 MILE WEST OF THE TARRANT COUNTY COURT HOUSE, ALONG THE WEST
 CS1745'SIDE OF THE HENDERSON STREET BRIDGE ON THE CLEAR FORK OF THE TRINITY
 CS1745'RIVER.  IT IS ABOUT 18 INCHES WEST OF THE WEST CURB OF HENDERSON
 CS1745'STREET, 16 FEET SOUTH OF THE NORTH END OF THE BRIDGE, ALONG THE WEST
 CS1745'CONCRETE SIDEWALK.  A STANDARD T.G.S. DISK STAMPED 225 SET IN THE
 CS1745'CONCRETE WALK.  NOTE-- THIS MARK IS DIRECTLY OPPOSITE B.M. C 910 WHICH
 CS1745'IS ON THE EAST SIDE OF THE BRIDGE IN THE WALK.
 CS1745
 CS1745                          STATION RECOVERY (1984)
 CS1745
 CS1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1745'RECOVERED IN GOOD CONDITION.
 CS1745
 CS1745                          STATION RECOVERY (1989)
 CS1745
 CS1745'RECOVERY NOTE BY US POWER SQUADRON 1989 (LTS)
 CS1745'RECOVERED IN GOOD CONDITION.
 CS1745
 CS1745                          STATION RECOVERY (1996)
 CS1745
 CS1745'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1745'RECOVERED IN GOOD CONDITION.
 CS1745
 CS1745                          STATION RECOVERY (2002)
 CS1745
 CS1745'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1745'GPS N32 45.501 W097 20.568 WGS84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0895 ***********************************************************************
 BZ0895  DESIGNATION -  226 GCSFRC
 BZ0895  PID         -  BZ0895
 BZ0895  STATE/COUNTY-  TX/BELL
 BZ0895  USGS QUAD   -  TROY (1993)
 BZ0895
 BZ0895                         *CURRENT SURVEY CONTROL
 BZ0895  ___________________________________________________________________
 BZ0895* NAD 83(1986)-  31 12 14.     (N)    097 21 09.     (W)     SCALED    
 BZ0895* NAVD 88     -       222.975  (meters)     731.54   (feet)  ADJUSTED  
 BZ0895  ___________________________________________________________________
 BZ0895  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BZ0895  DYNAMIC HT  -         222.680 (meters)     730.58  (feet)  COMP
 BZ0895  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 BZ0895
 BZ0895  VERT ORDER  -  SECOND    CLASS 0
 BZ0895
 BZ0895.The horizontal coordinates were scaled from a topographic map and have
 BZ0895.an estimated accuracy of +/- 6 seconds.
 BZ0895
 BZ0895.The orthometric height was determined by differential leveling
 BZ0895.and adjusted by the National Geodetic Survey in June 1991..
 BZ0895
 BZ0895.The geoid height was determined by GEOID03.
 BZ0895
 BZ0895.The dynamic height is computed by dividing the NAVD 88
 BZ0895.geopotential number by the normal gravity value computed on the
 BZ0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0895.degrees latitude (g = 980.6199 gals.).
 BZ0895
 BZ0895.The modeled gravity was interpolated from observed gravity values.
 BZ0895
 BZ0895;                    North         East    Units  Estimated Accuracy
 BZ0895;SPC TX C     - 3,174,220.      984,010.      MT  (+/- 180 meters Scaled)
 BZ0895
 BZ0895                          SUPERSEDED SURVEY CONTROL
 BZ0895
 BZ0895  NGVD 29 (??/??/92)  222.927  (m)          731.39   (f) ADJ UNCH    2 0
 BZ0895
 BZ0895.Superseded values are not recommended for survey control.
 BZ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0895.See file dsdata.txt to determine how the superseded data were derived.
 BZ0895
 BZ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV569533(NAD 83)
 BZ0895_MARKER: Z = SEE DESCRIPTION
 BZ0895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0895_SP_SET: MILEPOST
 BZ0895_STAMPING: 226
 BZ0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0895
 BZ0895  HISTORY     - Date     Condition        Report By
 BZ0895  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0895  HISTORY     - 1933     GOOD             NGS
 BZ0895  HISTORY     - 19950715 GOOD             USPSQD
 BZ0895  HISTORY     - 20031011 GOOD             USPSQD
 BZ0895
 BZ0895                          STATION DESCRIPTION
 BZ0895
 BZ0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0895'1.1 MI N FROM PENDLETON.
 BZ0895'1.1 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0895'PENDLETON, BELL COUNTY, AT MILEPOST 226, AND 13 FEET EAST OF THE
 BZ0895'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0895'226 AND PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0895
 BZ0895                          STATION RECOVERY (1995)
 BZ0895
 BZ0895'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0895'RECOVERED IN GOOD CONDITION.
 BZ0895
 BZ0895                          STATION RECOVERY (2003)
 BZ0895
 BZ0895'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0014 ***********************************************************************
 AZ0014  DESIGNATION -  2264.40
 AZ0014  PID         -  AZ0014
 AZ0014  STATE/COUNTY-  TX/EDWARDS
 AZ0014  USGS QUAD   -  CUB LAKE (1971)
 AZ0014
 AZ0014                         *CURRENT SURVEY CONTROL
 AZ0014  ___________________________________________________________________
 AZ0014* NAD 83(1986)-  29 55 04.     (N)    100 08 35.     (W)     SCALED    
 AZ0014* NAVD 88     -       690.236  (meters)    2264.55   (feet)  ADJUSTED  
 AZ0014  ___________________________________________________________________
 AZ0014  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 AZ0014  DYNAMIC HT  -         689.211 (meters)    2261.19  (feet)  COMP
 AZ0014  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 AZ0014
 AZ0014  VERT ORDER  -  SECOND    CLASS 0
 AZ0014
 AZ0014.The horizontal coordinates were scaled from a topographic map and have
 AZ0014.an estimated accuracy of +/- 6 seconds.
 AZ0014
 AZ0014.The orthometric height was determined by differential leveling
 AZ0014.and adjusted by the National Geodetic Survey in June 1991..
 AZ0014
 AZ0014.The geoid height was determined by GEOID03.
 AZ0014
 AZ0014.The dynamic height is computed by dividing the NAVD 88
 AZ0014.geopotential number by the normal gravity value computed on the
 AZ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0014.degrees latitude (g = 980.6199 gals.).
 AZ0014
 AZ0014.The modeled gravity was interpolated from observed gravity values.
 AZ0014
 AZ0014;                    North         East    Units  Estimated Accuracy
 AZ0014;SPC TXSC     - 4,231,560.      489,630.      MT  (+/- 180 meters Scaled)
 AZ0014
 AZ0014                          SUPERSEDED SURVEY CONTROL
 AZ0014
 AZ0014  NGVD 29 (??/??/92)  690.169  (m)         2264.33   (f) ADJ UNCH    2 0
 AZ0014
 AZ0014.Superseded values are not recommended for survey control.
 AZ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0014.See file dsdata.txt to determine how the superseded data were derived.
 AZ0014
 AZ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU896102(NAD 83)
 AZ0014_MARKER: Q = CHISELED SQUARE
 AZ0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0014_SP_SET: CULVERT
 AZ0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0014
 AZ0014  HISTORY     - Date     Condition        Report By
 AZ0014  HISTORY     - UNK      MONUMENTED       USGS
 AZ0014  HISTORY     - 1939     GOOD             NGS
 AZ0014
 AZ0014                          STATION DESCRIPTION
 AZ0014
 AZ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 AZ0014'8.2 MI SE FROM ROCKSPRINGS.
 AZ0014'8.2 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0014'AT ROCKSPRINGS, EDWARDS COUNTY, ON THE CENTER OF THE TOP OF A CONCRETE
 AZ0014'CULVERT, AND AT THE NORTH EDGE OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0894 ***********************************************************************
 BZ0894  DESIGNATION -  227 GCSFRC
 BZ0894  PID         -  BZ0894
 BZ0894  STATE/COUNTY-  TX/BELL
 BZ0894  USGS QUAD   -  TROY (1993)
 BZ0894
 BZ0894                         *CURRENT SURVEY CONTROL
 BZ0894  ___________________________________________________________________
 BZ0894* NAD 83(1986)-  31 13 06.     (N)    097 21 17.     (W)     SCALED    
 BZ0894* NAVD 88     -       231.430  (meters)     759.28   (feet)  ADJUSTED  
 BZ0894  ___________________________________________________________________
 BZ0894  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BZ0894  DYNAMIC HT  -         231.124 (meters)     758.28  (feet)  COMP
 BZ0894  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BZ0894
 BZ0894  VERT ORDER  -  SECOND    CLASS 0
 BZ0894
 BZ0894.The horizontal coordinates were scaled from a topographic map and have
 BZ0894.an estimated accuracy of +/- 6 seconds.
 BZ0894
 BZ0894.The orthometric height was determined by differential leveling
 BZ0894.and adjusted by the National Geodetic Survey in June 1991..
 BZ0894
 BZ0894.The geoid height was determined by GEOID03.
 BZ0894
 BZ0894.The dynamic height is computed by dividing the NAVD 88
 BZ0894.geopotential number by the normal gravity value computed on the
 BZ0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0894.degrees latitude (g = 980.6199 gals.).
 BZ0894
 BZ0894.The modeled gravity was interpolated from observed gravity values.
 BZ0894
 BZ0894;                    North         East    Units  Estimated Accuracy
 BZ0894;SPC TX C     - 3,175,810.      983,750.      MT  (+/- 180 meters Scaled)
 BZ0894
 BZ0894                          SUPERSEDED SURVEY CONTROL
 BZ0894
 BZ0894  NGVD 29 (??/??/92)  231.381  (m)          759.12   (f) ADJ UNCH    2 0
 BZ0894
 BZ0894.Superseded values are not recommended for survey control.
 BZ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0894.See file dsdata.txt to determine how the superseded data were derived.
 BZ0894
 BZ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV567549(NAD 83)
 BZ0894_MARKER: Z = SEE DESCRIPTION
 BZ0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0894_SP_SET: MILEPOST
 BZ0894_STAMPING: 227
 BZ0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0894
 BZ0894  HISTORY     - Date     Condition        Report By
 BZ0894  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0894  HISTORY     - 1933     GOOD             NGS
 BZ0894  HISTORY     - 19950715 GOOD             USPSQD
 BZ0894
 BZ0894                          STATION DESCRIPTION
 BZ0894
 BZ0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0894'2.1 MI N FROM PENDLETON.
 BZ0894'2.1 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0894'PENDLETON, BELL COUNTY, AT MILEPOST 227, AND 12 FEET EAST OF THE
 BZ0894'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0894'227 AND PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0894
 BZ0894                          STATION RECOVERY (1995)
 BZ0894
 BZ0894'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0245 ***********************************************************************
 BM0245  DESIGNATION -  227 S A
 BM0245  PID         -  BM0245
 BM0245  STATE/COUNTY-  TX/FAYETTE
 BM0245  USGS QUAD   -  WARDA (1989)
 BM0245
 BM0245                         *CURRENT SURVEY CONTROL
 BM0245  ___________________________________________________________________
 BM0245* NAD 83(1986)-  30 03 57.     (N)    096 58 08.     (W)     SCALED    
 BM0245* NAVD 88     -       134.44   (+/-2cm)     441.1    (feet)  VERTCON   
 BM0245  ___________________________________________________________________
 BM0245  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BM0245
 BM0245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0245
 BM0245.The horizontal coordinates were scaled from a topographic map and have
 BM0245.an estimated accuracy of +/- 6 seconds.
 BM0245
 BM0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0245.The vertical order pertains to the NGVD 29 superseded value.
 BM0245
 BM0245.The geoid height was determined by GEOID03.
 BM0245
 BM0245;                    North         East    Units  Estimated Accuracy
 BM0245;SPC TXSC     - 4,249,130.      795,820.      MT  (+/- 180 meters Scaled)
 BM0245
 BM0245                          SUPERSEDED SURVEY CONTROL
 BM0245
 BM0245  NGVD 29 (??/??/92)  134.380  (m)          440.88   (f) ADJ UNCH    2 0
 BM0245
 BM0245.Superseded values are not recommended for survey control.
 BM0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0245.See file dsdata.txt to determine how the superseded data were derived.
 BM0245
 BM0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU957278(NAD 83)
 BM0245_MARKER: P = PIPE CAP
 BM0245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0245_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0245_STAMPING: 227 SA 448
 BM0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0245
 BM0245  HISTORY     - Date     Condition        Report By
 BM0245  HISTORY     - UNK      MONUMENTED       USGS
 BM0245  HISTORY     - 1935     GOOD             NGS
 BM0245
 BM0245                          STATION DESCRIPTION
 BM0245
 BM0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BM0245'2.6 MI S FROM NORTHRUP.
 BM0245'IN FAYETTE COUNTY, 2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD
 BM0245'(FORMERLY THE TEXAS AND NEW ORLEANS RR) FROM THE STATION AT NORTHRUP,
 BM0245'LEE COUNTY, AT A ROAD CROSSING, 45 FEET WEST OF THE CENTERLINE OF THE
 BM0245'TRACK, AND 45 FEET NORTH OF THE CENTERLINE OF THE ROAD. A U.S.
 BM0245'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 227 SA 448 AND RIVETED ON THE
 BM0245'TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2802 ***********************************************************************
 AW2802  DESIGNATION -  22.725
 AW2802  PID         -  AW2802
 AW2802  STATE/COUNTY-  TX/CHAMBERS
 AW2802  USGS QUAD   -  ANAHUAC (1993)
 AW2802
 AW2802                         *CURRENT SURVEY CONTROL
 AW2802  ___________________________________________________________________
 AW2802* NAD 83(1986)-  29 46 17.     (N)    094 41 03.     (W)     SCALED    
 AW2802* NAVD 88     -         6.96   (+/-2cm)      22.8    (feet)  VERTCON   
 AW2802  ___________________________________________________________________
 AW2802  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2802
 AW2802  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2802
 AW2802.The horizontal coordinates were scaled from a topographic map and have
 AW2802.an estimated accuracy of +/- 6 seconds.
 AW2802
 AW2802.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2802.The vertical order pertains to the NGVD 29 superseded value.
 AW2802
 AW2802.The geoid height was determined by GEOID03.
 AW2802
 AW2802;                    North         East    Units  Estimated Accuracy
 AW2802;SPC TXSC     - 4,222,490.    1,017,230.      MT  (+/- 180 meters Scaled)
 AW2802
 AW2802                          SUPERSEDED SURVEY CONTROL
 AW2802
 AW2802  NGVD 29 (??/??/92)    6.96   (m)           22.8    (f) COMPUTED    1 2
 AW2802
 AW2802.Superseded values are not recommended for survey control.
 AW2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2802.See file dsdata.txt to determine how the superseded data were derived.
 AW2802
 AW2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN371946(NAD 83)
 AW2802_MARKER: DD = SURVEY DISK
 AW2802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2802_SP_SET: PLATFORM
 AW2802_STAMPING: 22.725
 AW2802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2802
 AW2802  HISTORY     - Date     Condition        Report By
 AW2802  HISTORY     - UNK      MONUMENTED       USE
 AW2802  HISTORY     - 1953     GOOD             NGS
 AW2802  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2802  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW2802  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2802  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW2802
 AW2802                          STATION DESCRIPTION
 AW2802
 AW2802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW2802'IN ANAHUAC.
 AW2802'THIS MARK IS 2 FEET BELOW THE TOP OF THE GROUND AND UNDER THE SERVICE
 AW2802'PLATFORM OF THE TRINITY ICE COMPANY.  IT WAS IMPOSSIBLE TO PLUMB A ROD
 AW2802'OVER THE MARK, AND THE ROD COULD NOT BE SEEN WHEN IT WAS HELD ON THE
 AW2802'HIGH POINT OF THE DISK.  THE PIPE OVER THIS MARK WAS FILLED WITH WATER
 AW2802'AND IT FILLED UP AS FAST AS IT COULD BE TAKEN OUT.
 AW2802
 AW2802                          STATION RECOVERY (1973)
 AW2802
 AW2802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2802'MARK NOT FOUND.
 AW2802
 AW2802                          STATION RECOVERY (1996)
 AW2802
 AW2802'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2802'MARK NOT FOUND.
 AW2802
 AW2802                          STATION RECOVERY (2001)
 AW2802
 AW2802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2802'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2802
 AW2802                          STATION RECOVERY (2005)
 AW2802
 AW2802'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0892 ***********************************************************************
 BZ0892  DESIGNATION -  228 GCSFRC
 BZ0892  PID         -  BZ0892
 BZ0892  STATE/COUNTY-  TX/BELL
 BZ0892  USGS QUAD   -  TROY (1993)
 BZ0892
 BZ0892                         *CURRENT SURVEY CONTROL
 BZ0892  ___________________________________________________________________
 BZ0892* NAD 83(1986)-  31 13 57.     (N)    097 21 38.     (W)     SCALED    
 BZ0892* NAVD 88     -       238.896  (meters)     783.78   (feet)  ADJUSTED  
 BZ0892  ___________________________________________________________________
 BZ0892  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BZ0892  DYNAMIC HT  -         238.581 (meters)     782.74  (feet)  COMP
 BZ0892  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 BZ0892
 BZ0892  VERT ORDER  -  SECOND    CLASS 0
 BZ0892
 BZ0892.The horizontal coordinates were scaled from a topographic map and have
 BZ0892.an estimated accuracy of +/- 6 seconds.
 BZ0892
 BZ0892.The orthometric height was determined by differential leveling
 BZ0892.and adjusted by the National Geodetic Survey in June 1991..
 BZ0892
 BZ0892.The geoid height was determined by GEOID03.
 BZ0892
 BZ0892.The dynamic height is computed by dividing the NAVD 88
 BZ0892.geopotential number by the normal gravity value computed on the
 BZ0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0892.degrees latitude (g = 980.6199 gals.).
 BZ0892
 BZ0892.The modeled gravity was interpolated from observed gravity values.
 BZ0892
 BZ0892;                    North         East    Units  Estimated Accuracy
 BZ0892;SPC TX C     - 3,177,370.      983,160.      MT  (+/- 180 meters Scaled)
 BZ0892
 BZ0892                          SUPERSEDED SURVEY CONTROL
 BZ0892
 BZ0892  NGVD 29 (??/??/92)  238.846  (m)          783.61   (f) ADJ UNCH    2 0
 BZ0892
 BZ0892.Superseded values are not recommended for survey control.
 BZ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0892.See file dsdata.txt to determine how the superseded data were derived.
 BZ0892
 BZ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV561565(NAD 83)
 BZ0892_MARKER: Z = SEE DESCRIPTION
 BZ0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0892_SP_SET: MILEPOST
 BZ0892_STAMPING: 228
 BZ0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0892
 BZ0892  HISTORY     - Date     Condition        Report By
 BZ0892  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0892  HISTORY     - 1933     GOOD             NGS
 BZ0892  HISTORY     - 19950715 GOOD             USPSQD
 BZ0892
 BZ0892                          STATION DESCRIPTION
 BZ0892
 BZ0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0892'3.1 MI N FROM PENDLETON.
 BZ0892'3.1 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0892'PENDLETON, BELL COUNTY, AT MILEPOST 228, AND 12 FEET NORTHEAST OF THE
 BZ0892'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0892'228 AND PROJECTING 2-1/2 FEET ABOVE GROUND.
 BZ0892
 BZ0892                          STATION RECOVERY (1995)
 BZ0892
 BZ0892'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0262 ***********************************************************************
 EN0262  DESIGNATION -  2281+50
 EN0262  PID         -  EN0262
 EN0262  STATE/COUNTY-  TX/BRISCOE
 EN0262  USGS QUAD   -  QUITAQUE (1967)
 EN0262
 EN0262                         *CURRENT SURVEY CONTROL
 EN0262  ___________________________________________________________________
 EN0262* NAD 83(1986)-  34 21 06.     (N)    101 04 12.     (W)     SCALED    
 EN0262* NAVD 88     -       789.488  (meters)    2590.18   (feet)  ADJUSTED  
 EN0262  ___________________________________________________________________
 EN0262  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EN0262  DYNAMIC HT  -         788.525 (meters)    2587.02  (feet)  COMP
 EN0262  MODELED GRAV-     979,389.6   (mgal)                       NAVD 88
 EN0262
 EN0262  VERT ORDER  -  FIRST     CLASS II
 EN0262
 EN0262.The horizontal coordinates were scaled from a topographic map and have
 EN0262.an estimated accuracy of +/- 6 seconds.
 EN0262
 EN0262.The orthometric height was determined by differential leveling
 EN0262.and adjusted by the National Geodetic Survey in June 1991..
 EN0262
 EN0262.The geoid height was determined by GEOID03.
 EN0262
 EN0262.The dynamic height is computed by dividing the NAVD 88
 EN0262.geopotential number by the normal gravity value computed on the
 EN0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0262.degrees latitude (g = 980.6199 gals.).
 EN0262
 EN0262.The modeled gravity was interpolated from observed gravity values.
 EN0262
 EN0262;                    North         East    Units  Estimated Accuracy
 EN0262;SPC TX N     - 1,039,100.      239,560.      MT  (+/- 180 meters Scaled)
 EN0262
 EN0262                          SUPERSEDED SURVEY CONTROL
 EN0262
 EN0262  NGVD 29 (??/??/92)  789.156  (m)         2589.09   (f) ADJ UNCH    1 2
 EN0262
 EN0262.Superseded values are not recommended for survey control.
 EN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0262.See file dsdata.txt to determine how the superseded data were derived.
 EN0262
 EN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD096030(NAD 83)
 EN0262_MARKER: Z = SEE DESCRIPTION
 EN0262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0262_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0262
 EN0262  HISTORY     - Date     Condition        Report By
 EN0262  HISTORY     - UNK      MONUMENTED       BNRR
 EN0262  HISTORY     - 1958     GOOD             NGS
 EN0262
 EN0262                          STATION DESCRIPTION
 EN0262
 EN0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0262'1.0 MI SW FROM QUITAQUE.
 EN0262'1.0 MILE SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0262'THE STATION AT QUITAQUE, BRISCOE COUNTY, AT STATION 2281+50 (MILEAGE
 EN0262'280.26), ON A DIKE, 18 FEET NORTH OF A PRIVATE-ROAD CROSSING, 35 FEET
 EN0262'WEST OF THE TRACK, ABOUT 30 FEET EAST OF THE INTERSECTION OF A WING
 EN0262'FENCE AND THE RIGHT-OF-WAY FENCE, AND 4 FEET NORTH OF THE WING FENCE.
 EN0262'THE TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 12 INCHES ABOVE
 EN0262'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0015 ***********************************************************************
 AZ0015  DESIGNATION -  2287.97
 AZ0015  PID         -  AZ0015
 AZ0015  STATE/COUNTY-  TX/EDWARDS
 AZ0015  USGS QUAD   -  CUB LAKE (1971)
 AZ0015
 AZ0015                         *CURRENT SURVEY CONTROL
 AZ0015  ___________________________________________________________________
 AZ0015* NAD 83(1986)-  29 54 58.     (N)    100 08 23.     (W)     SCALED    
 AZ0015* NAVD 88     -       697.419  (meters)    2288.12   (feet)  ADJUSTED  
 AZ0015  ___________________________________________________________________
 AZ0015  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 AZ0015  DYNAMIC HT  -         696.383 (meters)    2284.72  (feet)  COMP
 AZ0015  MODELED GRAV-     979,133.9   (mgal)                       NAVD 88
 AZ0015
 AZ0015  VERT ORDER  -  SECOND    CLASS 0
 AZ0015
 AZ0015.The horizontal coordinates were scaled from a topographic map and have
 AZ0015.an estimated accuracy of +/- 6 seconds.
 AZ0015
 AZ0015.The orthometric height was determined by differential leveling
 AZ0015.and adjusted by the National Geodetic Survey in June 1991..
 AZ0015
 AZ0015.The geoid height was determined by GEOID03.
 AZ0015
 AZ0015.The dynamic height is computed by dividing the NAVD 88
 AZ0015.geopotential number by the normal gravity value computed on the
 AZ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0015.degrees latitude (g = 980.6199 gals.).
 AZ0015
 AZ0015.The modeled gravity was interpolated from observed gravity values.
 AZ0015
 AZ0015;                    North         East    Units  Estimated Accuracy
 AZ0015;SPC TXSC     - 4,231,370.      489,950.      MT  (+/- 180 meters Scaled)
 AZ0015
 AZ0015                          SUPERSEDED SURVEY CONTROL
 AZ0015
 AZ0015  NGVD 29 (??/??/92)  697.352  (m)         2287.90   (f) ADJ UNCH    2 0
 AZ0015
 AZ0015.Superseded values are not recommended for survey control.
 AZ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0015.See file dsdata.txt to determine how the superseded data were derived.
 AZ0015
 AZ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU899100(NAD 83)
 AZ0015_MARKER: Q = CHISELED SQUARE
 AZ0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0015_SP_SET: CULVERT
 AZ0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0015
 AZ0015  HISTORY     - Date     Condition        Report By
 AZ0015  HISTORY     - UNK      MONUMENTED       USGS
 AZ0015  HISTORY     - 1939     GOOD             NGS
 AZ0015
 AZ0015                          STATION DESCRIPTION
 AZ0015
 AZ0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 AZ0015'8.4 MI SE FROM ROCKSPRINGS.
 AZ0015'8.4 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0015'AT ROCKSPRINGS, EDWARDS COUNTY, ON THE TOP OF A CONCRETE CULVERT, AND
 AZ0015'AT THE NORTH EDGE OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0891 ***********************************************************************
 BZ0891  DESIGNATION -  229 GCSFRC
 BZ0891  PID         -  BZ0891
 BZ0891  STATE/COUNTY-  TX/BELL
 BZ0891  USGS QUAD   -  TROY (1993)
 BZ0891
 BZ0891                         *CURRENT SURVEY CONTROL
 BZ0891  ___________________________________________________________________
 BZ0891* NAD 83(1986)-  31 14 46.     (N)    097 21 54.     (W)     SCALED    
 BZ0891* NAVD 88     -       237.177  (meters)     778.14   (feet)  ADJUSTED  
 BZ0891  ___________________________________________________________________
 BZ0891  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BZ0891  DYNAMIC HT  -         236.864 (meters)     777.11  (feet)  COMP
 BZ0891  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 BZ0891
 BZ0891  VERT ORDER  -  SECOND    CLASS 0
 BZ0891
 BZ0891.The horizontal coordinates were scaled from a topographic map and have
 BZ0891.an estimated accuracy of +/- 6 seconds.
 BZ0891
 BZ0891.The orthometric height was determined by differential leveling
 BZ0891.and adjusted by the National Geodetic Survey in June 1991..
 BZ0891
 BZ0891.The geoid height was determined by GEOID03.
 BZ0891
 BZ0891.The dynamic height is computed by dividing the NAVD 88
 BZ0891.geopotential number by the normal gravity value computed on the
 BZ0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0891.degrees latitude (g = 980.6199 gals.).
 BZ0891
 BZ0891.The modeled gravity was interpolated from observed gravity values.
 BZ0891
 BZ0891;                    North         East    Units  Estimated Accuracy
 BZ0891;SPC TX C     - 3,178,860.      982,690.      MT  (+/- 180 meters Scaled)
 BZ0891
 BZ0891                          SUPERSEDED SURVEY CONTROL
 BZ0891
 BZ0891  NGVD 29 (??/??/92)  237.127  (m)          777.97   (f) ADJ UNCH    2 0
 BZ0891
 BZ0891.Superseded values are not recommended for survey control.
 BZ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0891.See file dsdata.txt to determine how the superseded data were derived.
 BZ0891
 BZ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV556580(NAD 83)
 BZ0891_MARKER: Z = SEE DESCRIPTION
 BZ0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0891_SP_SET: MILEPOST
 BZ0891_STAMPING: 229
 BZ0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0891
 BZ0891  HISTORY     - Date     Condition        Report By
 BZ0891  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0891  HISTORY     - 1933     GOOD             NGS
 BZ0891  HISTORY     - 19950715 GOOD             USPSQD
 BZ0891
 BZ0891                          STATION DESCRIPTION
 BZ0891
 BZ0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0891'4.1 MI N FROM PENDLETON.
 BZ0891'4.1 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0891'PENDLETON, BELL COUNTY, AT MILEPOST 229, AND 13 FEET EAST OF THE
 BZ0891'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0891'229 AND PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0891
 BZ0891                          STATION RECOVERY (1995)
 BZ0891
 BZ0891'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0215 ***********************************************************************
 AJ0215  DESIGNATION -  2295 1
 AJ0215  PID         -  AJ0215
 AJ0215  STATE/COUNTY-  TX/DUVAL
 AJ0215  USGS QUAD   -  SAN JOSE (1968)
 AJ0215
 AJ0215                         *CURRENT SURVEY CONTROL
 AJ0215  ___________________________________________________________________
 AJ0215* NAD 83(1986)-  27 34 56.     (N)    098 18 01.     (W)     SCALED    
 AJ0215* NAVD 88     -        92.58   (+/-2cm)     303.7    (feet)  VERTCON   
 AJ0215  ___________________________________________________________________
 AJ0215  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AJ0215
 AJ0215  VERT ORDER  -  ? (See Below)
 AJ0215
 AJ0215.The horizontal coordinates were scaled from a topographic map and have
 AJ0215.an estimated accuracy of +/- 6 seconds.
 AJ0215
 AJ0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0215.The vertical order pertains to the NGVD 29 superseded value.
 AJ0215
 AJ0215.The geoid height was determined by GEOID03.
 AJ0215
 AJ0215;                    North         East    Units  Estimated Accuracy
 AJ0215;SPC TX S     - 5,212,250.      319,720.      MT  (+/- 180 meters Scaled)
 AJ0215
 AJ0215                          SUPERSEDED SURVEY CONTROL
 AJ0215
 AJ0215  NGVD 29 (??/??/92)   92.649  (m)          303.97   (f) ADJ UNCH    ?  
 AJ0215
 AJ0215.Superseded values are not recommended for survey control.
 AJ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0215.See file dsdata.txt to determine how the superseded data were derived.
 AJ0215
 AJ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR690511(NAD 83)
 AJ0215_MARKER: DD = SURVEY DISK
 AJ0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0215_SP_SET: BRIDGE
 AJ0215_STAMPING: 2295-1
 AJ0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0215
 AJ0215  HISTORY     - Date     Condition        Report By
 AJ0215  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0215  HISTORY     - 1976     GOOD             TXHD
 AJ0215
 AJ0215                          STATION DESCRIPTION
 AJ0215
 AJ0215'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0215'0.7 MI E FROM SAN JOSE.
 AJ0215'ABOUT 8.1 MILES EAST OF BENAVIDES, 0.7 MILE EAST ALONG F.M. 2295 ROAD
 AJ0215'FROM THE JUNCTION OF SAN JOSE CEMETERY ROAD AT SAN JOSE, AT A BRIDGE
 AJ0215'POURED OVER TWELVE 36 INCH PIPES, SET IN THE TOP OF THE SOUTH EDGE OF
 AJ0215'THE BRIDGE BETWEEN THE 6TH AND 7TH PIPES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0135 ***********************************************************************
 AJ0135  DESIGNATION -  2295 10
 AJ0135  PID         -  AJ0135
 AJ0135  STATE/COUNTY-  TX/JIM WELLS
 AJ0135  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0135
 AJ0135                         *CURRENT SURVEY CONTROL
 AJ0135  ___________________________________________________________________
 AJ0135* NAD 83(1986)-  27 35 00.     (N)    098 05 51.     (W)     SCALED    
 AJ0135* NAVD 88     -        49.60   (+/-2cm)     162.7    (feet)  VERTCON   
 AJ0135  ___________________________________________________________________
 AJ0135  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ0135
 AJ0135  VERT ORDER  -  ? (See Below)
 AJ0135
 AJ0135.The horizontal coordinates were scaled from a topographic map and have
 AJ0135.an estimated accuracy of +/- 6 seconds.
 AJ0135
 AJ0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0135.The vertical order pertains to the NGVD 29 superseded value.
 AJ0135
 AJ0135.The geoid height was determined by GEOID03.
 AJ0135
 AJ0135;                    North         East    Units  Estimated Accuracy
 AJ0135;SPC TX S     - 5,212,420.      339,740.      MT  (+/- 180 meters Scaled)
 AJ0135
 AJ0135                          SUPERSEDED SURVEY CONTROL
 AJ0135
 AJ0135  NGVD 29 (??/??/92)   49.697  (m)          163.05   (f) ADJ UNCH    ?  
 AJ0135
 AJ0135.Superseded values are not recommended for survey control.
 AJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0135.See file dsdata.txt to determine how the superseded data were derived.
 AJ0135
 AJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR890513(NAD 83)
 AJ0135_MARKER: DD = SURVEY DISK
 AJ0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0135_SP_SET: CULVERT
 AJ0135_STAMPING: 2295-10
 AJ0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0135
 AJ0135  HISTORY     - Date     Condition        Report By
 AJ0135  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0135  HISTORY     - 1976     GOOD             TXHD
 AJ0135
 AJ0135                          STATION DESCRIPTION
 AJ0135
 AJ0135'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0135'13.4 MI E FROM SAN JOSE.
 AJ0135'13.4 MILES EAST ALONG F.M. 2295 ROAD FROM THE JUNCTION OF SAN JOSE
 AJ0135'CEMETERY ROAD AT SAN JOSE, 1.8 MILES WEST OF THE JIM WELLS-KLEBERG
 AJ0135'COUNTY LINE, 0.2 MILE WEST OF THE JUNCTION OF U. S. HIGHWAY 281 AND
 AJ0135'STATE HIGHWAY 141, SET IN THE TOP OF THE WEST END OF THE SOUTH
 AJ0135'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0216 ***********************************************************************
 AJ0216  DESIGNATION -  2295 2
 AJ0216  PID         -  AJ0216
 AJ0216  STATE/COUNTY-  TX/DUVAL
 AJ0216  USGS QUAD   -  SAN JOSE (1968)
 AJ0216
 AJ0216                         *CURRENT SURVEY CONTROL
 AJ0216  ___________________________________________________________________
 AJ0216* NAD 83(1986)-  27 34 55.     (N)    098 17 08.     (W)     SCALED    
 AJ0216* NAVD 88     -        97.84   (+/-2cm)     321.0    (feet)  VERTCON   
 AJ0216  ___________________________________________________________________
 AJ0216  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AJ0216
 AJ0216  VERT ORDER  -  ? (See Below)
 AJ0216
 AJ0216.The horizontal coordinates were scaled from a topographic map and have
 AJ0216.an estimated accuracy of +/- 6 seconds.
 AJ0216
 AJ0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0216.The vertical order pertains to the NGVD 29 superseded value.
 AJ0216
 AJ0216.The geoid height was determined by GEOID03.
 AJ0216
 AJ0216;                    North         East    Units  Estimated Accuracy
 AJ0216;SPC TX S     - 5,212,220.      321,170.      MT  (+/- 180 meters Scaled)
 AJ0216
 AJ0216                          SUPERSEDED SURVEY CONTROL
 AJ0216
 AJ0216  NGVD 29 (??/??/92)   97.916  (m)          321.25   (f) ADJ UNCH    ?  
 AJ0216
 AJ0216.Superseded values are not recommended for survey control.
 AJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0216.See file dsdata.txt to determine how the superseded data were derived.
 AJ0216
 AJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR705510(NAD 83)
 AJ0216_MARKER: DD = SURVEY DISK
 AJ0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0216_SP_SET: PIPE
 AJ0216_STAMPING: 2295-2
 AJ0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0216
 AJ0216  HISTORY     - Date     Condition        Report By
 AJ0216  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0216  HISTORY     - 1976     GOOD             TXHD
 AJ0216
 AJ0216                          STATION DESCRIPTION
 AJ0216
 AJ0216'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0216'1.5 MI E FROM SAN JOSE.
 AJ0216'1.5 MILES EAST ALONG F.M. 2295 ROAD FROM THE JUNCTION OF SAN JOSE
 AJ0216'CEMETERY ROAD AT SAN JOSE, AT A LOW-WATER CROSSING OF FOUR 36 INCH
 AJ0216'PIPES, IN THE TOP AND AT THE SOUTH END OF THE MOST EASTERLY PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0128 ***********************************************************************
 AJ0128  DESIGNATION -  2295 3
 AJ0128  PID         -  AJ0128
 AJ0128  STATE/COUNTY-  TX/DUVAL
 AJ0128  USGS QUAD   -  SAN JOSE (1968)
 AJ0128
 AJ0128                         *CURRENT SURVEY CONTROL
 AJ0128  ___________________________________________________________________
 AJ0128* NAD 83(1986)-  27 34 55.     (N)    098 16 05.     (W)     SCALED    
 AJ0128* NAVD 88     -        92.04   (+/-2cm)     302.0    (feet)  VERTCON   
 AJ0128  ___________________________________________________________________
 AJ0128  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AJ0128
 AJ0128  VERT ORDER  -  ? (See Below)
 AJ0128
 AJ0128.The horizontal coordinates were scaled from a topographic map and have
 AJ0128.an estimated accuracy of +/- 6 seconds.
 AJ0128
 AJ0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0128.The vertical order pertains to the NGVD 29 superseded value.
 AJ0128
 AJ0128.The geoid height was determined by GEOID03.
 AJ0128
 AJ0128;                    North         East    Units  Estimated Accuracy
 AJ0128;SPC TX S     - 5,212,220.      322,900.      MT  (+/- 180 meters Scaled)
 AJ0128
 AJ0128                          SUPERSEDED SURVEY CONTROL
 AJ0128
 AJ0128  NGVD 29 (??/??/92)   92.130  (m)          302.26   (f) ADJ UNCH    ?  
 AJ0128
 AJ0128.Superseded values are not recommended for survey control.
 AJ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0128.See file dsdata.txt to determine how the superseded data were derived.
 AJ0128
 AJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR722511(NAD 83)
 AJ0128_MARKER: DD = SURVEY DISK
 AJ0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0128_SP_SET: CULVERT
 AJ0128_STAMPING: 2295-3
 AJ0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0128
 AJ0128  HISTORY     - Date     Condition        Report By
 AJ0128  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0128  HISTORY     - 1976     GOOD             TXHD
 AJ0128
 AJ0128                          STATION DESCRIPTION
 AJ0128
 AJ0128'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0128'2.6 MI E FROM SAN JOSE.
 AJ0128'2.6 MILES EAST ALONG F.M. 2295 ROAD FROM THE JUNCTION OF SAN JOSE
 AJ0128'CEMETERY ROAD AT SAN JOSE, ABOUT 150 FEET EAST OF THE INTERSECTION OF
 AJ0128'F.M. 1329 ROAD, SET IN THE TOP AND NEAR THE EAST END OF THE SOUTH
 AJ0128'HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0129 ***********************************************************************
 AJ0129  DESIGNATION -  2295 4
 AJ0129  PID         -  AJ0129
 AJ0129  STATE/COUNTY-  TX/DUVAL
 AJ0129  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0129
 AJ0129                         *CURRENT SURVEY CONTROL
 AJ0129  ___________________________________________________________________
 AJ0129* NAD 83(1986)-  27 34 39.     (N)    098 14 42.     (W)     SCALED    
 AJ0129* NAVD 88     -        82.66   (+/-2cm)     271.2    (feet)  VERTCON   
 AJ0129  ___________________________________________________________________
 AJ0129  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AJ0129
 AJ0129  VERT ORDER  -  ? (See Below)
 AJ0129
 AJ0129.The horizontal coordinates were scaled from a topographic map and have
 AJ0129.an estimated accuracy of +/- 6 seconds.
 AJ0129
 AJ0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0129.The vertical order pertains to the NGVD 29 superseded value.
 AJ0129
 AJ0129.The geoid height was determined by GEOID03.
 AJ0129
 AJ0129;                    North         East    Units  Estimated Accuracy
 AJ0129;SPC TX S     - 5,211,730.      325,180.      MT  (+/- 180 meters Scaled)
 AJ0129
 AJ0129                          SUPERSEDED SURVEY CONTROL
 AJ0129
 AJ0129  NGVD 29 (??/??/92)   82.752  (m)          271.50   (f) ADJ UNCH    ?  
 AJ0129
 AJ0129.Superseded values are not recommended for survey control.
 AJ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0129.See file dsdata.txt to determine how the superseded data were derived.
 AJ0129
 AJ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR745506(NAD 83)
 AJ0129_MARKER: DD = SURVEY DISK
 AJ0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0129_SP_SET: CULVERT
 AJ0129_STAMPING: 2295-4
 AJ0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0129
 AJ0129  HISTORY     - Date     Condition        Report By
 AJ0129  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0129  HISTORY     - 1976     GOOD             TXHD
 AJ0129
 AJ0129                          STATION DESCRIPTION
 AJ0129
 AJ0129'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0129'4.2 MI E FROM SAN JOSE.
 AJ0129'4.2 MILES EAST ALONG F.M. 2295 ROAD FROM THE JUNCTION OF SAN JOSE
 AJ0129'CEMETERY ROAD AT SAN JOSE, ABOUT 0.1 MILE SOUTHEAST OF A CURVE IN THE
 AJ0129'ROAD WITH TANGENTS WEST BY SOUTHEAST, SET IN THE TOP AND NEAR THE WEST
 AJ0129'END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.  ABOUT 0.8 MILE
 AJ0129'NORTHWEST OF A POINT THE ROAD CROSSES THE DUVAL-JIM WELLS COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0130 ***********************************************************************
 AJ0130  DESIGNATION -  2295 5
 AJ0130  PID         -  AJ0130
 AJ0130  STATE/COUNTY-  TX/JIM WELLS
 AJ0130  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0130
 AJ0130                         *CURRENT SURVEY CONTROL
 AJ0130  ___________________________________________________________________
 AJ0130* NAD 83(1986)-  27 34 22.     (N)    098 13 18.     (W)     SCALED    
 AJ0130* NAVD 88     -        75.54   (+/-2cm)     247.8    (feet)  VERTCON   
 AJ0130  ___________________________________________________________________
 AJ0130  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AJ0130
 AJ0130  VERT ORDER  -  ? (See Below)
 AJ0130
 AJ0130.The horizontal coordinates were scaled from a topographic map and have
 AJ0130.an estimated accuracy of +/- 6 seconds.
 AJ0130
 AJ0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0130.The vertical order pertains to the NGVD 29 superseded value.
 AJ0130
 AJ0130.The geoid height was determined by GEOID03.
 AJ0130
 AJ0130;                    North         East    Units  Estimated Accuracy
 AJ0130;SPC TX S     - 5,211,220.      327,480.      MT  (+/- 180 meters Scaled)
 AJ0130
 AJ0130                          SUPERSEDED SURVEY CONTROL
 AJ0130
 AJ0130  NGVD 29 (??/??/92)   75.644  (m)          248.18   (f) ADJ UNCH    ?  
 AJ0130
 AJ0130.Superseded values are not recommended for survey control.
 AJ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0130.See file dsdata.txt to determine how the superseded data were derived.
 AJ0130
 AJ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR768501(NAD 83)
 AJ0130_MARKER: DD = SURVEY DISK
 AJ0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0130_SP_SET: CULVERT
 AJ0130_STAMPING: 2295-5
 AJ0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0130
 AJ0130  HISTORY     - Date     Condition        Report By
 AJ0130  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0130  HISTORY     - 1976     GOOD             TXHD
 AJ0130
 AJ0130                          STATION DESCRIPTION
 AJ0130
 AJ0130'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0130'5.9 MI E FROM SAN JOSE.
 AJ0130'5.9 MILES EAST ALONG F.M. 2295 ROAD FROM THE JUNCTION OF SAN JOSE
 AJ0130'CEMETERY ROAD AT SAN JOSE, ABOUT 0.9 MILE SOUTHEAST OF A POINT THE
 AJ0130'ROAD CROSSES THE DUVAL-JIM WELLS COUNTY LINE, SET IN THE TOP OF THE
 AJ0130'SOUTH HEADWALL NEAR THE NORTHWEST END OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0131 ***********************************************************************
 AJ0131  DESIGNATION -  2295 6
 AJ0131  PID         -  AJ0131
 AJ0131  STATE/COUNTY-  TX/JIM WELLS
 AJ0131  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0131
 AJ0131                         *CURRENT SURVEY CONTROL
 AJ0131  ___________________________________________________________________
 AJ0131* NAD 83(1986)-  27 34 19.     (N)    098 12 03.     (W)     SCALED    
 AJ0131* NAVD 88     -        68.40   (+/-2cm)     224.4    (feet)  VERTCON   
 AJ0131  ___________________________________________________________________
 AJ0131  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AJ0131
 AJ0131  VERT ORDER  -  ? (See Below)
 AJ0131
 AJ0131.The horizontal coordinates were scaled from a topographic map and have
 AJ0131.an estimated accuracy of +/- 6 seconds.
 AJ0131
 AJ0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0131.The vertical order pertains to the NGVD 29 superseded value.
 AJ0131
 AJ0131.The geoid height was determined by GEOID03.
 AJ0131
 AJ0131;                    North         East    Units  Estimated Accuracy
 AJ0131;SPC TX S     - 5,211,130.      329,540.      MT  (+/- 180 meters Scaled)
 AJ0131
 AJ0131                          SUPERSEDED SURVEY CONTROL
 AJ0131
 AJ0131  NGVD 29 (??/??/92)   68.515  (m)          224.79   (f) ADJ UNCH    ?  
 AJ0131
 AJ0131.Superseded values are not recommended for survey control.
 AJ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0131.See file dsdata.txt to determine how the superseded data were derived.
 AJ0131
 AJ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR788500(NAD 83)
 AJ0131_MARKER: DD = SURVEY DISK
 AJ0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0131_SP_SET: CULVERT
 AJ0131_STAMPING: 2295-6
 AJ0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0131
 AJ0131  HISTORY     - Date     Condition        Report By
 AJ0131  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0131  HISTORY     - 1976     GOOD             TXHD
 AJ0131
 AJ0131                          STATION DESCRIPTION
 AJ0131
 AJ0131'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0131'8 MI E FROM SAN JOSE.
 AJ0131'8 MILES EAST ALONG F.M. 2295 ROAD FROM THE JUNCTION OF THE SAN JOSE
 AJ0131'CEMETERY ROAD AT SAN JOSE, 1.1 MILES EAST OF THE INTERSECTION OF THE
 AJ0131'PALITO BLANCO ROAD, SET IN THE TOP OF THE SOUTH HEADWALL NEAR THE EAST
 AJ0131'END OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0132 ***********************************************************************
 AJ0132  DESIGNATION -  2295 7
 AJ0132  PID         -  AJ0132
 AJ0132  STATE/COUNTY-  TX/JIM WELLS
 AJ0132  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0132
 AJ0132                         *CURRENT SURVEY CONTROL
 AJ0132  ___________________________________________________________________
 AJ0132* NAD 83(1986)-  27 35 15.     (N)    098 09 51.     (W)     SCALED    
 AJ0132* NAVD 88     -        61.76   (+/-2cm)     202.6    (feet)  VERTCON   
 AJ0132  ___________________________________________________________________
 AJ0132  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AJ0132
 AJ0132  VERT ORDER  -  ? (See Below)
 AJ0132
 AJ0132.The horizontal coordinates were scaled from a topographic map and have
 AJ0132.an estimated accuracy of +/- 6 seconds.
 AJ0132
 AJ0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0132.The vertical order pertains to the NGVD 29 superseded value.
 AJ0132
 AJ0132.The geoid height was determined by GEOID03.
 AJ0132
 AJ0132;                    North         East    Units  Estimated Accuracy
 AJ0132;SPC TX S     - 5,212,860.      333,160.      MT  (+/- 180 meters Scaled)
 AJ0132
 AJ0132                          SUPERSEDED SURVEY CONTROL
 AJ0132
 AJ0132  NGVD 29 (??/??/92)   61.859  (m)          202.95   (f) ADJ UNCH    ?  
 AJ0132
 AJ0132.Superseded values are not recommended for survey control.
 AJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0132.See file dsdata.txt to determine how the superseded data were derived.
 AJ0132
 AJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR824517(NAD 83)
 AJ0132_MARKER: DD = SURVEY DISK
 AJ0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0132_SP_SET: CULVERT
 AJ0132_STAMPING: 2295-7
 AJ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0132
 AJ0132  HISTORY     - Date     Condition        Report By
 AJ0132  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0132  HISTORY     - 1976     GOOD             TXHD
 AJ0132
 AJ0132                          STATION DESCRIPTION
 AJ0132
 AJ0132'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0132'9.1 MI E FROM SAN JOSE.
 AJ0132'9.1 MILES EAST ALONG F.M. 2295 ROAD FROM THE JUNCTION OF SAN JOSE
 AJ0132'CEMETERY ROAD AT SAN JOSE, 2.2 MILES EAST OF THE INTERSECTION OF
 AJ0132'PALITO BLANCO ROAD, SET IN TOP OF THE SOUTH HEADWALL NEAR THE WEST END
 AJ0132'OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0133 ***********************************************************************
 AJ0133  DESIGNATION -  2295 8
 AJ0133  PID         -  AJ0133
 AJ0133  STATE/COUNTY-  TX/JIM WELLS
 AJ0133  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0133
 AJ0133                         *CURRENT SURVEY CONTROL
 AJ0133  ___________________________________________________________________
 AJ0133* NAD 83(1986)-  27 35 02.     (N)    098 08 28.     (W)     SCALED    
 AJ0133* NAVD 88     -        56.59   (+/-2cm)     185.7    (feet)  VERTCON   
 AJ0133  ___________________________________________________________________
 AJ0133  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AJ0133
 AJ0133  VERT ORDER  -  ? (See Below)
 AJ0133
 AJ0133.The horizontal coordinates were scaled from a topographic map and have
 AJ0133.an estimated accuracy of +/- 6 seconds.
 AJ0133
 AJ0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0133.The vertical order pertains to the NGVD 29 superseded value.
 AJ0133
 AJ0133.The geoid height was determined by GEOID03.
 AJ0133
 AJ0133;                    North         East    Units  Estimated Accuracy
 AJ0133;SPC TX S     - 5,212,470.      335,430.      MT  (+/- 180 meters Scaled)
 AJ0133
 AJ0133                          SUPERSEDED SURVEY CONTROL
 AJ0133
 AJ0133  NGVD 29 (??/??/92)   56.692  (m)          186.00   (f) ADJ UNCH    ?  
 AJ0133
 AJ0133.Superseded values are not recommended for survey control.
 AJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0133.See file dsdata.txt to determine how the superseded data were derived.
 AJ0133
 AJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR847514(NAD 83)
 AJ0133_MARKER: DD = SURVEY DISK
 AJ0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0133_SP_SET: CULVERT
 AJ0133_STAMPING: 2295-8
 AJ0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0133
 AJ0133  HISTORY     - Date     Condition        Report By
 AJ0133  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0133  HISTORY     - 1976     GOOD             TXHD
 AJ0133
 AJ0133                          STATION DESCRIPTION
 AJ0133
 AJ0133'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0133'10.7 MI E FROM SAN JOSE.
 AJ0133'10.7 MILES EAST ALONG F.M. 2295 ROAD FROM THE JUNCTION OF SAN JOSE
 AJ0133'CEMETERY ROAD AT SAN JOSE, SET IN THE TOP AND NEAR THE WEST END OF THE
 AJ0133'SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0134 ***********************************************************************
 AJ0134  DESIGNATION -  2295 9
 AJ0134  PID         -  AJ0134
 AJ0134  STATE/COUNTY-  TX/JIM WELLS
 AJ0134  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0134
 AJ0134                         *CURRENT SURVEY CONTROL
 AJ0134  ___________________________________________________________________
 AJ0134* NAD 83(1986)-  27 34 58.     (N)    098 07 20.     (W)     SCALED    
 AJ0134* NAVD 88     -        53.51   (+/-2cm)     175.6    (feet)  VERTCON   
 AJ0134  ___________________________________________________________________
 AJ0134  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AJ0134
 AJ0134  VERT ORDER  -  ? (See Below)
 AJ0134
 AJ0134.The horizontal coordinates were scaled from a topographic map and have
 AJ0134.an estimated accuracy of +/- 6 seconds.
 AJ0134
 AJ0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0134.The vertical order pertains to the NGVD 29 superseded value.
 AJ0134
 AJ0134.The geoid height was determined by GEOID03.
 AJ0134
 AJ0134;                    North         East    Units  Estimated Accuracy
 AJ0134;SPC TX S     - 5,212,350.      337,300.      MT  (+/- 180 meters Scaled)
 AJ0134
 AJ0134                          SUPERSEDED SURVEY CONTROL
 AJ0134
 AJ0134  NGVD 29 (??/??/92)   53.615  (m)          175.90   (f) ADJ UNCH    ?  
 AJ0134
 AJ0134.Superseded values are not recommended for survey control.
 AJ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0134.See file dsdata.txt to determine how the superseded data were derived.
 AJ0134
 AJ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR866512(NAD 83)
 AJ0134_MARKER: DD = SURVEY DISK
 AJ0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0134_SP_SET: CULVERT
 AJ0134_STAMPING: 2295-9
 AJ0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0134
 AJ0134  HISTORY     - Date     Condition        Report By
 AJ0134  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0134  HISTORY     - 1976     GOOD             TXHD
 AJ0134
 AJ0134                          STATION DESCRIPTION
 AJ0134
 AJ0134'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0134'11.8 MI E FROM SAN JOSE.
 AJ0134'11.8 MILES EAST ALONG F.M. 2295 ROAD FROM THE JUNCTION OF SAN JOSE
 AJ0134'CEMETERY ROAD AT SAN JOSE, SET IN THE TOP AND NEAR THE WEST END OF THE
 AJ0134'SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0192 ***********************************************************************
 CU0192  DESIGNATION -  2299
 CU0192  PID         -  CU0192
 CU0192  STATE/COUNTY-  TX/NOLAN
 CU0192  USGS QUAD   -  LAKE TRAMMELL (1969)
 CU0192
 CU0192                         *CURRENT SURVEY CONTROL
 CU0192  ___________________________________________________________________
 CU0192* NAD 83(1986)-  32 20 57.     (N)    100 26 09.     (W)     SCALED    
 CU0192* NAVD 88     -       700.838  (meters)    2299.33   (feet)  ADJUSTED  
 CU0192  ___________________________________________________________________
 CU0192  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0192  DYNAMIC HT  -         699.899 (meters)    2296.25  (feet)  COMP
 CU0192  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 CU0192
 CU0192  VERT ORDER  -  SECOND    CLASS 0
 CU0192
 CU0192.The horizontal coordinates were scaled from a topographic map and have
 CU0192.an estimated accuracy of +/- 6 seconds.
 CU0192
 CU0192.The orthometric height was determined by differential leveling
 CU0192.and adjusted by the National Geodetic Survey in June 1991..
 CU0192
 CU0192.The geoid height was determined by GEOID03.
 CU0192
 CU0192.The dynamic height is computed by dividing the NAVD 88
 CU0192.geopotential number by the normal gravity value computed on the
 CU0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0192.degrees latitude (g = 980.6199 gals.).
 CU0192
 CU0192.The modeled gravity was interpolated from observed gravity values.
 CU0192
 CU0192;                    North         East    Units  Estimated Accuracy
 CU0192;SPC TXNC     - 2,077,360.      417,790.      MT  (+/- 180 meters Scaled)
 CU0192
 CU0192                          SUPERSEDED SURVEY CONTROL
 CU0192
 CU0192  NGVD 29 (??/??/92)  700.594  (m)         2298.53   (f) ADJ UNCH    2 0
 CU0192
 CU0192.Superseded values are not recommended for survey control.
 CU0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0192.See file dsdata.txt to determine how the superseded data were derived.
 CU0192
 CU0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA648800(NAD 83)
 CU0192_MARKER: DD = SURVEY DISK
 CU0192_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0192_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0192_STAMPING: 2298.532 2299 1921
 CU0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0192
 CU0192  HISTORY     - Date     Condition        Report By
 CU0192  HISTORY     - 1921     MONUMENTED       USGS
 CU0192  HISTORY     - 1958     GOOD             NGS
 CU0192
 CU0192                          STATION DESCRIPTION
 CU0192
 CU0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0192'8.7 MI S FROM SWEETWATER.
 CU0192'8.7 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0192'STATION AT SWEETWATER, NOLAN COUNTY, 600 FEET WEST OF THE SOUTH END OF
 CU0192'LAKE TRAMMELL, 75 FEET NORTH OF MILEPOST 649, AND 48 FEET WEST OF THE
 CU0192'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 CU0192'CAP, STAMPED 2298.532 2299 1935 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 CU0192'IRON PIPE.  NOTE-- THE PIPE PROJECTS ABOUT 8 INCHES.  THE DATE STAMPED
 CU0192'ON THE CAP IS 1921 INSTEAD OF 1935 AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0454 ***********************************************************************
 AV0454  TIDAL BM    -  This is a Tidal Bench Mark.
 AV0454  DESIGNATION -  22=BM 2
 AV0454  PID         -  AV0454
 AV0454  STATE/COUNTY-  TX/JEFFERSON
 AV0454  USGS QUAD   -  TEXAS POINT (1993)
 AV0454
 AV0454                         *CURRENT SURVEY CONTROL
 AV0454  ___________________________________________________________________
 AV0454* NAD 83(1986)-  29 42 24.     (N)    093 51 22.     (W)     SCALED    
 AV0454* NAVD 88     -         0.97   (+/-2cm)       3.2    (feet)  VERTCON   
 AV0454  ___________________________________________________________________
 AV0454  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AV0454
 AV0454  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0454
 AV0454.The horizontal coordinates were scaled from a topographic map and have
 AV0454.an estimated accuracy of +/- 6 seconds.
 AV0454
 AV0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0454.The vertical order pertains to the NGVD 29 superseded value.
 AV0454
 AV0454.This Tidal Bench Mark is designated as VM 7285
 AV0454.by the Center for Operational Oceanographic Products and Services.
 AV0454
 AV0454.The geoid height was determined by GEOID03.
 AV0454
 AV0454;                    North         East    Units  Estimated Accuracy
 AV0454;SPC TXSC     - 4,218,560.    1,097,550.      MT  (+/- 180 meters Scaled)
 AV0454
 AV0454                          SUPERSEDED SURVEY CONTROL
 AV0454
 AV0454  NGVD 29 (??/??/??)    0.957  (m)            3.14   (f) ADJUSTED    1 2
 AV0454
 AV0454.Superseded values are not recommended for survey control.
 AV0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0454.See file dsdata.txt to determine how the superseded data were derived.
 AV0454
 AV0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN171865(NAD 83)
 AV0454_MARKER: DB = BENCH MARK DISK
 AV0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0454_SP_SET: TILE PIPE
 AV0454_STAMPING: 22
 AV0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0454
 AV0454  HISTORY     - Date     Condition        Report By
 AV0454  HISTORY     - UNK      MONUMENTED       CGS
 AV0454  HISTORY     - 1958     GOOD             CGS
 AV0454  HISTORY     - 1960     GOOD             CGS
 AV0454  HISTORY     - 1990     GOOD             USPSQD
 AV0454
 AV0454                          STATION DESCRIPTION
 AV0454
 AV0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0454'3.85 MI SE FROM SABINE PASS.
 AV0454'ABOUT 0.55 MILE NORTHEAST ALONG AN OILED ROAD FROM THE DICK DOWLING
 AV0454'MONUMENT AT SABINE PASS, THENCE ABOUT 3.3 MILES SOUTHEAST ALONG AN
 AV0454'OILED ROAD, AT THE ENTRANCE TO THE OLD ABANDONED COAST GUARD STATION,
 AV0454'170 FEET NORTHEAST OF THE CENTER LINE OF THE OILED ROAD, 92 FEET
 AV0454'NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING TO THE OLD COAST
 AV0454'GUARD STATION, 5 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHEAST
 AV0454'OF A METAL WITNESS POST, AND IN THE TOP OF AN 8-INCH TILE PIPE FILLED
 AV0454'WITH CONCRETE PROJECTING 4 INCHES.
 AV0454
 AV0454                          STATION RECOVERY (1960)
 AV0454
 AV0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 AV0454'RECOVERED IN GOOD CONDITION.
 AV0454
 AV0454                          STATION RECOVERY (1990)
 AV0454
 AV0454'RECOVERY NOTE BY US POWER SQUADRON 1990 (GBW)
 AV0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2702 ***********************************************************************
 AW2702  DESIGNATION -  23
 AW2702  PID         -  AW2702
 AW2702  STATE/COUNTY-  TX/GALVESTON
 AW2702  USGS QUAD   -  TEXAS CITY (1994)
 AW2702
 AW2702                         *CURRENT SURVEY CONTROL
 AW2702  ___________________________________________________________________
 AW2702* NAD 83(1986)-  29 25 51.     (N)    094 57 49.     (W)     SCALED    
 AW2702* NAVD 88     -         2.44   (+/-2cm)       8.0    (feet)  VERTCON   
 AW2702  ___________________________________________________________________
 AW2702  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW2702
 AW2702  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2702
 AW2702.The horizontal coordinates were scaled from a topographic map and have
 AW2702.an estimated accuracy of +/- 6 seconds.
 AW2702
 AW2702.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2702.The vertical order pertains to the NGVD 29 superseded value.
 AW2702
 AW2702.The geoid height was determined by GEOID03.
 AW2702
 AW2702;                    North         East    Units  Estimated Accuracy
 AW2702;SPC TXSC     - 4,183,800.      991,530.      MT  (+/- 180 meters Scaled)
 AW2702
 AW2702                          SUPERSEDED SURVEY CONTROL
 AW2702
 AW2702  NGVD 29 (??/??/92)    2.441  (m)            8.01   (f) ADJ UNCH    1 2
 AW2702
 AW2702.Superseded values are not recommended for survey control.
 AW2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2702.See file dsdata.txt to determine how the superseded data were derived.
 AW2702
 AW2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN095573(NAD 83)
 AW2702_MARKER: DD = SURVEY DISK
 AW2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2702+STABILITY: SURFACE MOTION
 AW2702
 AW2702  HISTORY     - Date     Condition        Report By
 AW2702  HISTORY     - UNK      MONUMENTED       TXRD
 AW2702  HISTORY     - 1936     GOOD             NGS
 AW2702  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2702  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW2702  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW2702
 AW2702                          STATION DESCRIPTION
 AW2702
 AW2702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW2702'2.5 MI SE FROM SAN LEON STATION.
 AW2702'2.5 MILES SOUTHEAST OF DEPOT ALONG STATE HIGHWAY 146 BETWEEN TEXAS
 AW2702'CITY AND LAPORTE, ABOUT 0.6 MILE NORTHWEST OF MOSES BAYOU, NEAR MILE
 AW2702'POLE 41, AND 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 2
 AW2702'FEET WEST OF FENCE LINE.
 AW2702
 AW2702                          STATION RECOVERY (1953)
 AW2702
 AW2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2702'MARK NOT FOUND.
 AW2702
 AW2702                          STATION RECOVERY (1999)
 AW2702
 AW2702'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2702'MARK NOT FOUND.
 AW2702
 AW2702                          STATION RECOVERY (2004)
 AW2702
 AW2702'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0321 ***********************************************************************
 BL0321  DESIGNATION -  23
 BL0321  PID         -  BL0321
 BL0321  STATE/COUNTY-  TX/HARDIN
 BL0321  USGS QUAD   -  SILSBEE (1984)
 BL0321
 BL0321                         *CURRENT SURVEY CONTROL
 BL0321  ___________________________________________________________________
 BL0321* NAD 83(1986)-  30 20 58.     (N)    094 08 16.     (W)     SCALED    
 BL0321* NAVD 88     -        11.19   (+/-2cm)      36.7    (feet)  VERTCON   
 BL0321  ___________________________________________________________________
 BL0321  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0321
 BL0321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0321
 BL0321.The horizontal coordinates were scaled from a topographic map and have
 BL0321.an estimated accuracy of +/- 6 seconds.
 BL0321
 BL0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0321.The vertical order pertains to the NGVD 29 superseded value.
 BL0321
 BL0321.The geoid height was determined by GEOID03.
 BL0321
 BL0321;                    North         East    Units  Estimated Accuracy
 BL0321;SPC TX C     - 3,092,270.    1,295,340.      MT  (+/- 180 meters Scaled)
 BL0321
 BL0321                          SUPERSEDED SURVEY CONTROL
 BL0321
 BL0321  NGVD 29 (??/??/92)   11.179  (m)           36.68   (f) ADJ UNCH    2 0
 BL0321
 BL0321.Superseded values are not recommended for survey control.
 BL0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0321.See file dsdata.txt to determine how the superseded data were derived.
 BL0321
 BL0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP906580(NAD 83)
 BL0321_MARKER: Z = SEE DESCRIPTION
 BL0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0321_SP_SET: SECTION RAIL
 BL0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0321
 BL0321  HISTORY     - Date     Condition        Report By
 BL0321  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0321  HISTORY     - 1935     GOOD             NGS
 BL0321  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 BL0321
 BL0321                          STATION DESCRIPTION
 BL0321
 BL0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0321'2.3 MI E FROM SILSBEE.
 BL0321'2.3 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0321'STATION AT SILSBEE, HARDIN COUNTY, OPPOSITE MILEPOST 23, AND 8 FEET
 BL0321'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0321'OF RAIL SET VERTICALLY.
 BL0321
 BL0321                          STATION RECOVERY (1997)
 BL0321
 BL0321'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0679 ***********************************************************************
 FL0679  DESIGNATION -  23
 FL0679  PID         -  FL0679
 FL0679  STATE/COUNTY-  TX/WHEELER
 FL0679  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL0679
 FL0679                         *CURRENT SURVEY CONTROL
 FL0679  ___________________________________________________________________
 FL0679* NAD 83(1986)-  35 32 02.     (N)    100 33 42.     (W)     SCALED    
 FL0679* NAVD 88     -       866.389  (meters)    2842.48   (feet)  ADJUSTED  
 FL0679  ___________________________________________________________________
 FL0679  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 FL0679  DYNAMIC HT  -         865.448 (meters)    2839.39  (feet)  COMP
 FL0679  MODELED GRAV-     979,518.6   (mgal)                       NAVD 88
 FL0679
 FL0679  VERT ORDER  -  SECOND    CLASS 0
 FL0679
 FL0679.The horizontal coordinates were scaled from a topographic map and have
 FL0679.an estimated accuracy of +/- 6 seconds.
 FL0679
 FL0679.The orthometric height was determined by differential leveling
 FL0679.and adjusted by the National Geodetic Survey in June 1991..
 FL0679
 FL0679.The geoid height was determined by GEOID03.
 FL0679
 FL0679.The dynamic height is computed by dividing the NAVD 88
 FL0679.geopotential number by the normal gravity value computed on the
 FL0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0679.degrees latitude (g = 980.6199 gals.).
 FL0679
 FL0679.The modeled gravity was interpolated from observed gravity values.
 FL0679
 FL0679;                    North         East    Units  Estimated Accuracy
 FL0679;SPC TX N     - 1,170,570.      285,090.      MT  (+/- 180 meters Scaled)
 FL0679
 FL0679                          SUPERSEDED SURVEY CONTROL
 FL0679
 FL0679  NGVD 29 (??/??/92)  866.028  (m)         2841.29   (f) ADJ UNCH    2 0
 FL0679
 FL0679.Superseded values are not recommended for survey control.
 FL0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0679.See file dsdata.txt to determine how the superseded data were derived.
 FL0679
 FL0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE584333(NAD 83)
 FL0679_MARKER: Z = SEE DESCRIPTION
 FL0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0679+STABILITY: SURFACE MOTION
 FL0679
 FL0679  HISTORY     - Date     Condition        Report By
 FL0679  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0679  HISTORY     - 1943     GOOD             NGS
 FL0679
 FL0679                          STATION DESCRIPTION
 FL0679
 FL0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0679'3.7 MI W FROM MOBEETIA.
 FL0679'ABOUT 7.3 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0679'STATION AT MOBETTIA, WHEELER COUNTY, ABOUT 0.1 MILE EAST OF MILEPOST
 FL0679'23, 46.0 FEET SOUTH OF THE SOUTH RAIL, 5.0 FEET EAST OF A FENCE
 FL0679'CORNER, 1.0 FOOT NORTH OF A EAST-WEST FENCE, PROJECTING ABOUT 2-INCHES
 FL0679'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0112 ***********************************************************************
 DN0112  DESIGNATION -  23
 DN0112  PID         -  DN0112
 DN0112  STATE/COUNTY-  TX/HUNT
 DN0112  USGS QUAD   -  GREENVILLE NW (1962)
 DN0112
 DN0112                         *CURRENT SURVEY CONTROL
 DN0112  ___________________________________________________________________
 DN0112* NAD 83(1986)-  33 13 11.     (N)    096 09 26.     (W)     SCALED    
 DN0112* NAVD 88     -       172.460  (meters)     565.81   (feet)  ADJUSTED  
 DN0112  ___________________________________________________________________
 DN0112  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN0112  DYNAMIC HT  -         172.274 (meters)     565.20  (feet)  COMP
 DN0112  MODELED GRAV-     979,552.5   (mgal)                       NAVD 88
 DN0112
 DN0112  VERT ORDER  -  SECOND    CLASS 0
 DN0112
 DN0112.The horizontal coordinates were scaled from a topographic map and have
 DN0112.an estimated accuracy of +/- 6 seconds.
 DN0112
 DN0112.The orthometric height was determined by differential leveling
 DN0112.and adjusted by the National Geodetic Survey in June 1991..
 DN0112
 DN0112.The geoid height was determined by GEOID03.
 DN0112
 DN0112.The dynamic height is computed by dividing the NAVD 88
 DN0112.geopotential number by the normal gravity value computed on the
 DN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0112.degrees latitude (g = 980.6199 gals.).
 DN0112
 DN0112.The modeled gravity was interpolated from observed gravity values.
 DN0112
 DN0112;                    North         East    Units  Estimated Accuracy
 DN0112;SPC TXNC     - 2,174,650.      818,350.      MT  (+/- 180 meters Scaled)
 DN0112
 DN0112                          SUPERSEDED SURVEY CONTROL
 DN0112
 DN0112  NGVD 29 (??/??/92)  172.453  (m)          565.79   (f) ADJ UNCH    2 0
 DN0112
 DN0112.Superseded values are not recommended for survey control.
 DN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0112.See file dsdata.txt to determine how the superseded data were derived.
 DN0112
 DN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB649792(NAD 83)
 DN0112_MARKER: Q = CHISELED SQUARE
 DN0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0112_SP_SET: ABUTMENT
 DN0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0112
 DN0112  HISTORY     - Date     Condition        Report By
 DN0112  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0112  HISTORY     - 1933     GOOD             NGS
 DN0112  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0112
 DN0112                          STATION DESCRIPTION
 DN0112
 DN0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0112'6.1 MI NW FROM GREENVILLE.
 DN0112'6.1 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0112'FROM GREENVILLE, HUNT COUNTY, AT THE BRIDGE OVER SABINE RIVER, ON THE
 DN0112'BRIDGE SEAT, AND ABOUT 3 FEET BELOW THE TOP OF THE ABUTMENT.  A
 DN0112'CHISELED SQUARE.
 DN0112
 DN0112                          STATION RECOVERY (1986)
 DN0112
 DN0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1120 ***********************************************************************
 FL1120  DESIGNATION -  23
 FL1120  PID         -  FL1120
 FL1120  STATE/COUNTY-  TX/POTTER
 FL1120  USGS QUAD   -  PUENTE (1953)
 FL1120
 FL1120                         *CURRENT SURVEY CONTROL
 FL1120  ___________________________________________________________________
 FL1120* NAD 83(1986)-  35 29 34.     (N)    101 54 45.     (W)     SCALED    
 FL1120* NAVD 88     -       994.370  (meters)    3262.36   (feet)  ADJUSTED  
 FL1120  ___________________________________________________________________
 FL1120  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1120  DYNAMIC HT  -         993.215 (meters)    3258.57  (feet)  COMP
 FL1120  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 FL1120
 FL1120  VERT ORDER  -  SECOND    CLASS 0
 FL1120
 FL1120.The horizontal coordinates were scaled from a topographic map and have
 FL1120.an estimated accuracy of +/- 6 seconds.
 FL1120
 FL1120.The orthometric height was determined by differential leveling
 FL1120.and adjusted by the National Geodetic Survey in June 1991..
 FL1120
 FL1120.The geoid height was determined by GEOID03.
 FL1120
 FL1120.The dynamic height is computed by dividing the NAVD 88
 FL1120.geopotential number by the normal gravity value computed on the
 FL1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1120.degrees latitude (g = 980.6199 gals.).
 FL1120
 FL1120.The modeled gravity was interpolated from observed gravity values.
 FL1120
 FL1120;                    North         East    Units  Estimated Accuracy
 FL1120;SPC TX N     - 1,165,680.      162,570.      MT  (+/- 180 meters Scaled)
 FL1120
 FL1120                          SUPERSEDED SURVEY CONTROL
 FL1120
 FL1120  NGVD 29 (??/??/92)  993.875  (m)         3260.74   (f) ADJ UNCH    2 0
 FL1120
 FL1120.Superseded values are not recommended for survey control.
 FL1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1120.See file dsdata.txt to determine how the superseded data were derived.
 FL1120
 FL1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE357315(NAD 83)
 FL1120_MARKER: B = BOLT
 FL1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1120+STABILITY: SURFACE MOTION
 FL1120
 FL1120  HISTORY     - Date     Condition        Report By
 FL1120  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1120  HISTORY     - 1934     GOOD             NGS
 FL1120
 FL1120                          STATION DESCRIPTION
 FL1120
 FL1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1120'24.5 MI N FROM AMARILLO.
 FL1120'24.5 MILES N OF AND ALONG THE S.F.R.R. 537 FT. S OF MILE POST 23. 198
 FL1120'FT. E OF CENTER OF TRACK.  2 FT. W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2121 ***********************************************************************
 CS2121  DESIGNATION -  23 A
 CS2121  PID         -  CS2121
 CS2121  STATE/COUNTY-  TX/ELLIS
 CS2121  USGS QUAD   -  VENUS (1978)
 CS2121
 CS2121                         *CURRENT SURVEY CONTROL
 CS2121  ___________________________________________________________________
 CS2121* NAD 83(1986)-  32 27 29.     (N)    097 02 43.     (W)     SCALED    
 CS2121* NAVD 88     -       193.923  (meters)     636.23   (feet)  ADJUSTED  
 CS2121  ___________________________________________________________________
 CS2121  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CS2121  DYNAMIC HT  -         193.692 (meters)     635.47  (feet)  COMP
 CS2121  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 CS2121
 CS2121  VERT ORDER  -  SECOND    CLASS 0
 CS2121
 CS2121.The horizontal coordinates were scaled from a topographic map and have
 CS2121.an estimated accuracy of +/- 6 seconds.
 CS2121
 CS2121.The orthometric height was determined by differential leveling
 CS2121.and adjusted by the National Geodetic Survey in June 1991..
 CS2121
 CS2121.The geoid height was determined by GEOID03.
 CS2121
 CS2121.The dynamic height is computed by dividing the NAVD 88
 CS2121.geopotential number by the normal gravity value computed on the
 CS2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2121.degrees latitude (g = 980.6199 gals.).
 CS2121
 CS2121.The modeled gravity was interpolated from observed gravity values.
 CS2121
 CS2121;                    North         East    Units  Estimated Accuracy
 CS2121;SPC TXNC     - 2,088,710.      736,760.      MT  (+/- 180 meters Scaled)
 CS2121
 CS2121                          SUPERSEDED SURVEY CONTROL
 CS2121
 CS2121  NGVD 29 (??/??/92)  193.903  (m)          636.16   (f) ADJ UNCH    2 0
 CS2121
 CS2121.Superseded values are not recommended for survey control.
 CS2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2121.See file dsdata.txt to determine how the superseded data were derived.
 CS2121
 CS2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA837928(NAD 83)
 CS2121_MARKER: Q = CHISELED SQUARE
 CS2121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2121_SP_SET: ABUTMENT
 CS2121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2121
 CS2121  HISTORY     - Date     Condition        Report By
 CS2121  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2121  HISTORY     - 1965     GOOD             NGS
 CS2121
 CS2121                          STATION DESCRIPTION
 CS2121
 CS2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2121'3.6 MI W FROM MIDLOTHIAN.
 CS2121'3.6 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CS2121'STATION AT MIDLOTHIAN, ELLIS COUNTY, AT BRIDGE 23 A, ON THE NORTHWEST
 CS2121'CORNER OF THE NORTH CONCRETE ABUTMENT.  A CHISELED SQUARE.  NOTE--
 CS2121'THIS BENCH MARK IS 0.35 MILE EAST OF BENCH MARK X 293 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1297 ***********************************************************************
 DM1297  DESIGNATION -  23 ADP
 DM1297  PID         -  DM1297
 DM1297  STATE/COUNTY-  TX/RED RIVER
 DM1297  USGS QUAD   -  ENGLISH (1951)
 DM1297
 DM1297                         *CURRENT SURVEY CONTROL
 DM1297  ___________________________________________________________________
 DM1297* NAD 83(1993)-  33 41 28.99266(N)    094 49 26.96342(W)     ADJUSTED  
 DM1297* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 DM1297  ___________________________________________________________________
 DM1297  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DM1297  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DM1297
 DM1297  HORZ ORDER  -  SECOND
 DM1297
 DM1297.The horizontal coordinates were established by classical geodetic methods
 DM1297.and adjusted by the National Geodetic Survey in February 1996..
 DM1297
 DM1297.The orthometric height was scaled from a topographic map.
 DM1297
 DM1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1297
 DM1297.The geoid height was determined by GEOID03.
 DM1297
 DM1297;                    North         East     Units Scale Factor Converg.
 DM1297;SPC TXNC     - 2,230,488.334   940,723.414   MT  0.99993482   +2 00 17.2
 DM1297;SPC TXNC     - 7,317,860.48  3,086,356.73   sFT  0.99993482   +2 00 17.2
 DM1297;UTM  15      - 3,729,431.731   330,925.276   MT  0.99995242   -1 00 43.7
 DM1297
 DM1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1297!SPC TXNC     -   0.99998558  x   0.99993482  =   0.99992040
 DM1297!UTM  15      -   0.99998558  x   0.99995242  =   0.99993800
 DM1297
 DM1297                          SUPERSEDED SURVEY CONTROL
 DM1297
 DM1297  NAD 83(1993)-  33 41 28.99290(N)    094 49 26.96333(W) AD(       ) 2
 DM1297  NAD 83(1986)-  33 41 29.00067(N)    094 49 26.95073(W) AD(       ) 2
 DM1297  NAD 27      -  33 41 28.61000(N)    094 49 26.18300(W) AD(       ) 2
 DM1297
 DM1297.Superseded values are not recommended for survey control.
 DM1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1297.See file dsdata.txt to determine how the superseded data were derived.
 DM1297
 DM1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3092529432(NAD 83)
 DM1297_MARKER: DB = BENCH MARK DISK
 DM1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1297_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1297+STABILITY: SURFACE MOTION
 DM1297
 DM1297  HISTORY     - Date     Condition        Report By
 DM1297  HISTORY     - 1951     MONUMENTED       CGS
 DM1297
 DM1297                          STATION DESCRIPTION
 DM1297
 DM1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1297'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHEAST OF THE
 DM1297'SMALL TOWN OF ENGLISH.  IT IS 48 FEET NORTH OF THE CENTERLINE
 DM1297'OF A DIRT ROAD, 19 FEET NORTH OF A T-FENCE CORNER AND 2 FEET
 DM1297'EAST OF A NORTH AND SOUTH FENCE.  THE MARK IS A STANDARD
 DM1297'U.S.G.S. BENCH MARK SET IN A 8 X 8 INCH SQUARE CONCRETE POST
 DM1297'WHICH PROJECTS 8 INCHES AND THE DISK IS STAMPED 23 ADP 1949.
 DM1297'
 DM1297'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1297'RIVER VIEW TO 23 ADP.  IT IS 247.67 FEET OR 75.491 METERS
 DM1297'EAST-NORTHEAST OF THE STATION.
 DM1297'
 DM1297'TO REACH FROM THE ROAD FORKS AT THE EAST EDGE OF ENGLISH,
 DM1297'TAKETHE LEFT FORK EAST AND NORTH FOR 2.45 MILES TO A SIDE
 DM1297'ROAD RIGHT, KEEP STRAIGHT AHEAD FOR 2.85 MILES TO A POINT
 DM1297'WHERE THE ROAD TURNS RIGHT (EAST).  TURN EAST FOR 200 FT.
 DM1297'TO FENCE CORNER AND STATION ON LEFT (NORTH) SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1056 ***********************************************************************
 CD1056  DESIGNATION -  23 E
 CD1056  PID         -  CD1056
 CD1056  STATE/COUNTY-  TX/HUDSPETH
 CD1056  USGS QUAD   -  GUNSIGHT HILLS NORTH (1979)
 CD1056
 CD1056                         *CURRENT SURVEY CONTROL
 CD1056  ___________________________________________________________________
 CD1056* NAD 83(1993)-  31 23 03.41155(N)    105 29 50.39893(W)     ADJUSTED  
 CD1056* NAVD 88     -      1499.51   (+/-2cm)    4919.6    (feet)  VERTCON   
 CD1056  ___________________________________________________________________
 CD1056  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CD1056  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CD1056
 CD1056  HORZ ORDER  -  THIRD
 CD1056  VERT ORDER  -  THIRD ? (See Below)
 CD1056
 CD1056.The horizontal coordinates were established by classical geodetic methods
 CD1056.and adjusted by the National Geodetic Survey in February 1996..
 CD1056
 CD1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1056.The vertical order pertains to the NGVD 29 superseded value.
 CD1056
 CD1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1056
 CD1056.The geoid height was determined by GEOID03.
 CD1056
 CD1056;                    North         East     Units Scale Factor Converg.
 CD1056;SPC TX C     - 3,201,806.071   209,028.357   MT  0.99990399   -2 39 35.2
 CD1056;SPC TX C     -10,504,592.08    685,787.20   sFT  0.99990399   -2 39 35.2
 CD1056;UTM  13      - 3,472,298.070   452,712.760   MT  0.99962758   -0 15 32.4
 CD1056
 CD1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1056!SPC TX C     -   0.99976821  x   0.99990399  =   0.99967222
 CD1056!UTM  13      -   0.99976821  x   0.99962758  =   0.99939587
 CD1056
 CD1056:                Primary Azimuth Mark                     Grid Az
 CD1056:SPC TX C     -  MESA                                     107 57 12.1
 CD1056:UTM  13      -  MESA                                     105 33 09.3
 CD1056
 CD1056|---------------------------------------------------------------------|
 CD1056| PID    Reference Object                     Distance      Geod. Az  |
 CD1056|                                                           dddmmss.s |
 CD1056| CD1051 MESA                                APPROX. 4.0 KM 1051736.9 |
 CD1056|---------------------------------------------------------------------|
 CD1056
 CD1056                          SUPERSEDED SURVEY CONTROL
 CD1056
 CD1056  NAD 83(1986)-  31 23 03.41538(N)    105 29 50.38901(W) AD(       ) 3
 CD1056  NAD 27      -  31 23 02.97891(N)    105 29 48.53522(W) AD(       ) 3
 CD1056  NGVD 29 (07/19/86) 1498.88   (m)         4917.6    (f) LEVELING    3  
 CD1056
 CD1056.Superseded values are not recommended for survey control.
 CD1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1056.See file dsdata.txt to determine how the superseded data were derived.
 CD1056
 CD1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ5271372298(NAD 83)
 CD1056_MARKER: DB = BENCH MARK DISK
 CD1056_SETTING: 0 = UNSPECIFIED SETTING
 CD1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD1056
 CD1056  HISTORY     - Date     Condition        Report By
 CD1056  HISTORY     - 1945     MONUMENTED       USGS
 CD1056
 CD1056                          STATION DESCRIPTION
 CD1056
 CD1056'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CD1056'SIERRA BLANCA, 13.0 MILES N. AND 8.5 MILES W. OF, ABOUT 2.25 MILES
 CD1056'SE ALONG OLD RD FROM SMALL HOUSE ON CAVETT RANCH, 2.3 MI. NW. FROM
 CD1056'A CONCRETE TANK, 20 FT. E. OF ROAD.
 CD1056'
 CD1056'STATION MARK--STANDARD BM TABLET STAMPED -23 E 1945-, SET IN A
 CD1056'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0627 ***********************************************************************
 CC0627  DESIGNATION -  23 USGS
 CC0627  PID         -  CC0627
 CC0627  STATE/COUNTY-  TX/PECOS
 CC0627  USGS QUAD   -  DIAMOND Y SPRING NW (1974)
 CC0627
 CC0627                         *CURRENT SURVEY CONTROL
 CC0627  ___________________________________________________________________
 CC0627* NAD 83(1986)-  31 15 00.     (N)    102 53 28.     (W)     SCALED    
 CC0627* NAVD 88     -       751.911  (meters)    2466.89   (feet)  ADJUSTED  
 CC0627  ___________________________________________________________________
 CC0627  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CC0627  DYNAMIC HT  -         750.845 (meters)    2463.40  (feet)  COMP
 CC0627  MODELED GRAV-     979,197.5   (mgal)                       NAVD 88
 CC0627
 CC0627  VERT ORDER  -  FIRST     CLASS II
 CC0627
 CC0627.The horizontal coordinates were scaled from a topographic map and have
 CC0627.an estimated accuracy of +/- 6 seconds.
 CC0627
 CC0627.The orthometric height was determined by differential leveling
 CC0627.and adjusted by the National Geodetic Survey in June 1991..
 CC0627
 CC0627.The geoid height was determined by GEOID03.
 CC0627
 CC0627.The dynamic height is computed by dividing the NAVD 88
 CC0627.geopotential number by the normal gravity value computed on the
 CC0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0627.degrees latitude (g = 980.6199 gals.).
 CC0627
 CC0627.The modeled gravity was interpolated from observed gravity values.
 CC0627
 CC0627;                    North         East    Units  Estimated Accuracy
 CC0627;SPC TX C     - 3,178,320.      456,410.      MT  (+/- 180 meters Scaled)
 CC0627
 CC0627                          SUPERSEDED SURVEY CONTROL
 CC0627
 CC0627.No superseded survey control is available for this station.
 CC0627
 CC0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ008592(NAD 83)
 CC0627_MARKER: DB = BENCH MARK DISK
 CC0627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CC0627_SP_SET: HEADWALL
 CC0627_STAMPING: 23 DPA 1972
 CC0627_MARK LOGO: USGS  
 CC0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0627+STABILITY: SURFACE MOTION
 CC0627
 CC0627  HISTORY     - Date     Condition        Report By
 CC0627  HISTORY     - 1972     MONUMENTED       USGS
 CC0627  HISTORY     - 1981     GOOD             NGS
 CC0627
 CC0627                          STATION DESCRIPTION
 CC0627
 CC0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0627'11.6 KM (7.2 MI) SOUTH FROM GRANDFALLS.
 CC0627'11.6 KM (7.2 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0627'WITH STATE HIGHWAY 329 IN GRANDFALLS, IN TOP CENTER OF THE NORTH
 CC0627'HEADWALL OF A CONCRETE CULVERT UNDER FARM ROAD 1450, 14.1 METERS
 CC0627'(46.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 13.5 METERS
 CC0627'(44.2 FT) NORTH OF THE CENTER OF THE ROAD.
 CC0627'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0889 ***********************************************************************
 BZ0889  DESIGNATION -  230 GCSFRC
 BZ0889  PID         -  BZ0889
 BZ0889  STATE/COUNTY-  TX/MCLENNAN
 BZ0889  USGS QUAD   -  MOODY (1993)
 BZ0889
 BZ0889                         *CURRENT SURVEY CONTROL
 BZ0889  ___________________________________________________________________
 BZ0889* NAD 83(1986)-  31 15 35.     (N)    097 21 56.     (W)     SCALED    
 BZ0889* NAVD 88     -       239.607  (meters)     786.11   (feet)  ADJUSTED  
 BZ0889  ___________________________________________________________________
 BZ0889  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BZ0889  DYNAMIC HT  -         239.291 (meters)     785.07  (feet)  COMP
 BZ0889  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 BZ0889
 BZ0889  VERT ORDER  -  SECOND    CLASS 0
 BZ0889
 BZ0889.The horizontal coordinates were scaled from a topographic map and have
 BZ0889.an estimated accuracy of +/- 6 seconds.
 BZ0889
 BZ0889.The orthometric height was determined by differential leveling
 BZ0889.and adjusted by the National Geodetic Survey in June 1991..
 BZ0889
 BZ0889.The geoid height was determined by GEOID03.
 BZ0889
 BZ0889.The dynamic height is computed by dividing the NAVD 88
 BZ0889.geopotential number by the normal gravity value computed on the
 BZ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0889.degrees latitude (g = 980.6199 gals.).
 BZ0889
 BZ0889.The modeled gravity was interpolated from observed gravity values.
 BZ0889
 BZ0889;                    North         East    Units  Estimated Accuracy
 BZ0889;SPC TX C     - 3,180,370.      982,600.      MT  (+/- 180 meters Scaled)
 BZ0889
 BZ0889                          SUPERSEDED SURVEY CONTROL
 BZ0889
 BZ0889  NGVD 29 (??/??/92)  239.557  (m)          785.95   (f) ADJ UNCH    2 0
 BZ0889
 BZ0889.Superseded values are not recommended for survey control.
 BZ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0889.See file dsdata.txt to determine how the superseded data were derived.
 BZ0889
 BZ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV556595(NAD 83)
 BZ0889_MARKER: Z = SEE DESCRIPTION
 BZ0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0889_SP_SET: MILEPOST
 BZ0889_STAMPING: 230
 BZ0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0889+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ0889
 BZ0889  HISTORY     - Date     Condition        Report By
 BZ0889  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0889  HISTORY     - 1933     GOOD             NGS
 BZ0889  HISTORY     - 19950715 GOOD             USPSQD
 BZ0889  HISTORY     - 20010317 GOOD             USPSQD
 BZ0889  HISTORY     - 20031011 GOOD             USPSQD
 BZ0889
 BZ0889                          STATION DESCRIPTION
 BZ0889
 BZ0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0889'3.0 MI S FROM MOODY.
 BZ0889'3.0 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0889'MOODY, MCLENNAN COUNTY, AT MILEPOST 230, AND 12 FEET WEST OF THE
 BZ0889'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0889'230 AND PROJECTING 2-1/2 FEET ABOVE GROUND.
 BZ0889
 BZ0889                          STATION RECOVERY (1995)
 BZ0889
 BZ0889'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0889'RECOVERED IN GOOD CONDITION.
 BZ0889
 BZ0889                          STATION RECOVERY (2001)
 BZ0889
 BZ0889'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0889'RECOVERED IN GOOD CONDITION.
 BZ0889
 BZ0889                          STATION RECOVERY (2003)
 BZ0889
 BZ0889'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1728 ***********************************************************************
 CS1728  DESIGNATION -  230 TXGS RESET 1955
 CS1728  PID         -  CS1728
 CS1728  STATE/COUNTY-  TX/TARRANT
 CS1728  USGS QUAD   -  HALTOM CITY (1981)
 CS1728
 CS1728                         *CURRENT SURVEY CONTROL
 CS1728  ___________________________________________________________________
 CS1728* NAD 83(1986)-  32 45 35.     (N)    097 19 46.     (W)     SCALED    
 CS1728* NAVD 88     -       187.22   (meters)     614.2    (feet)  RESET     
 CS1728  ___________________________________________________________________
 CS1728  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS1728
 CS1728  VERT ORDER  -  THIRD
 CS1728
 CS1728.The horizontal coordinates were scaled from a topographic map and have
 CS1728.an estimated accuracy of +/- 6 seconds.
 CS1728
 CS1728.The orthometric height was computed from unverified reset data.
 CS1728
 CS1728.The geoid height was determined by GEOID03.
 CS1728
 CS1728;                    North         East    Units  Estimated Accuracy
 CS1728;SPC TXNC     - 2,121,820.      709,670.      MT  (+/- 180 meters Scaled)
 CS1728
 CS1728                          SUPERSEDED SURVEY CONTROL
 CS1728
 CS1728.No superseded survey control is available for this station.
 CS1728
 CS1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB564258(NAD 83)
 CS1728_MARKER: DB = BENCH MARK DISK
 CS1728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1728_SP_SET: CURB
 CS1728_STAMPING: 230 RESET 1955
 CS1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1728
 CS1728  HISTORY     - Date     Condition        Report By
 CS1728  HISTORY     - 1955     MONUMENTED       TXGS
 CS1728  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1728  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1728
 CS1728                          STATION DESCRIPTION
 CS1728
 CS1728'DESCRIBED BY TEXAS GEODETIC SURVEY 1955
 CS1728'IN FORT WORTH.
 CS1728'ABOUT 0.2 MILE EAST OF THE COUNTY COURT HOUSE AT FORT WORTH, AT THE
 CS1728'NORTHEAST CORNER OF THE INTERSECTION OF EAST BELKNAP AND NORTH PECAN
 CS1728'STREETS, ABOUT 45 FEET NORTH OF THE APPROXIMATE CENTERLINE OF BELKNAP
 CS1728'21 FEET EAST OF THE CENTERLINE OF PECAN, IN THE EAST CURB OF NORTH
 CS1728'PECAN AND ABOUT 10 FEET NORTH OF THE CENTERLINE OF BELKNAP.  A
 CS1728'STANDARD DISK STAMPED 230 RESET 1955 AND SET IN THE CONCRETE CURB.
 CS1728
 CS1728                          STATION RECOVERY (1984)
 CS1728
 CS1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1728'MARK NOT FOUND.
 CS1728
 CS1728                          STATION RECOVERY (1989)
 CS1728
 CS1728'RECOVERY NOTE BY US POWER SQUADRON 1989 (LS)
 CS1728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0201 ***********************************************************************
 CU0201  DESIGNATION -  2300
 CU0201  PID         -  CU0201
 CU0201  STATE/COUNTY-  TX/NOLAN
 CU0201  USGS QUAD   -  MARYNEAL (1969)
 CU0201
 CU0201                         *CURRENT SURVEY CONTROL
 CU0201  ___________________________________________________________________
 CU0201* NAD 83(1986)-  32 10 00.     (N)    100 23 21.     (W)     SCALED    
 CU0201* NAVD 88     -       701.123  (meters)    2300.27   (feet)  ADJUSTED  
 CU0201  ___________________________________________________________________
 CU0201  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CU0201  DYNAMIC HT  -         700.189 (meters)    2297.20  (feet)  COMP
 CU0201  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 CU0201
 CU0201  VERT ORDER  -  SECOND    CLASS 0
 CU0201
 CU0201.The horizontal coordinates were scaled from a topographic map and have
 CU0201.an estimated accuracy of +/- 6 seconds.
 CU0201
 CU0201.The orthometric height was determined by differential leveling
 CU0201.and adjusted by the National Geodetic Survey in June 1991..
 CU0201
 CU0201.The geoid height was determined by GEOID03.
 CU0201
 CU0201.The dynamic height is computed by dividing the NAVD 88
 CU0201.geopotential number by the normal gravity value computed on the
 CU0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0201.degrees latitude (g = 980.6199 gals.).
 CU0201
 CU0201.The modeled gravity was interpolated from observed gravity values.
 CU0201
 CU0201;                    North         East    Units  Estimated Accuracy
 CU0201;SPC TXNC     - 2,057,050.      421,820.      MT  (+/- 180 meters Scaled)
 CU0201
 CU0201                          SUPERSEDED SURVEY CONTROL
 CU0201
 CU0201  NGVD 29 (??/??/92)  700.903  (m)         2299.55   (f) ADJ UNCH    2 0
 CU0201
 CU0201.Superseded values are not recommended for survey control.
 CU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0201.See file dsdata.txt to determine how the superseded data were derived.
 CU0201
 CU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA690597(NAD 83)
 CU0201_MARKER: P = PIPE CAP
 CU0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0201_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0201_STAMPING: 2299.546 2300 1921
 CU0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0201
 CU0201  HISTORY     - Date     Condition        Report By
 CU0201  HISTORY     - 1921     MONUMENTED       USGS
 CU0201  HISTORY     - 1958     GOOD             NGS
 CU0201
 CU0201                          STATION DESCRIPTION
 CU0201
 CU0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0201'6.5 MI S FROM MARYNEAL.
 CU0201'6.5 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0201'STATION AT MARYNEAL, NOLAN COUNTY, 300 FEET SOUTH OF MILEPOST 664, AT
 CU0201'THE NORTHEAST END OF A CUT, 300 FEET SOUTH OF BRIDGE NO. 132, AND 60
 CU0201'FEET WEST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 CU0201'SURVEY STANDARD CAP, STAMPED 2299.546 2300 1921 AND RIVETED ON THE TOP
 CU0201'OF A 3-1/2-INCH IRON PIPE.  NOTE-- MARK IS ABOUT 2 FEET NORTHEAST OF A
 CU0201'FENCE AND ABOUT 6 FEET LOWER THAN THE TRACK.  THE PIPE PROJECTS 8
 CU0201'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0149 ***********************************************************************
 CC0149  DESIGNATION -  2303 USGS
 CC0149  PID         -  CC0149
 CC0149  STATE/COUNTY-  TX/PECOS
 CC0149  USGS QUAD   -  GIRVIN (1972)
 CC0149
 CC0149                         *CURRENT SURVEY CONTROL
 CC0149  ___________________________________________________________________
 CC0149* NAD 83(1986)-  31 04 46.     (N)    102 23 44.     (W)     SCALED    
 CC0149* NAVD 88     -       701.869  (meters)    2302.72   (feet)  ADJUSTED  
 CC0149  ___________________________________________________________________
 CC0149  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CC0149  DYNAMIC HT  -         700.873 (meters)    2299.45  (feet)  COMP
 CC0149  MODELED GRAV-     979,198.1   (mgal)                       NAVD 88
 CC0149
 CC0149  VERT ORDER  -  FIRST     CLASS II
 CC0149
 CC0149.The horizontal coordinates were scaled from a topographic map and have
 CC0149.an estimated accuracy of +/- 6 seconds.
 CC0149
 CC0149.The orthometric height was determined by differential leveling
 CC0149.and adjusted by the National Geodetic Survey in June 1991..
 CC0149
 CC0149.The geoid height was determined by GEOID03.
 CC0149
 CC0149.The dynamic height is computed by dividing the NAVD 88
 CC0149.geopotential number by the normal gravity value computed on the
 CC0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0149.degrees latitude (g = 980.6199 gals.).
 CC0149
 CC0149.The modeled gravity was interpolated from observed gravity values.
 CC0149
 CC0149;                    North         East    Units  Estimated Accuracy
 CC0149;SPC TX C     - 3,158,440.      503,250.      MT  (+/- 180 meters Scaled)
 CC0149
 CC0149                          SUPERSEDED SURVEY CONTROL
 CC0149
 CC0149  NGVD 29 (??/??/92)  701.665  (m)         2302.05   (f) ADJ UNCH    1 2
 CC0149
 CC0149.Superseded values are not recommended for survey control.
 CC0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0149.See file dsdata.txt to determine how the superseded data were derived.
 CC0149
 CC0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ484413(NAD 83)
 CC0149_MARKER: DD = SURVEY DISK
 CC0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0149_SP_SET: BUILDING
 CC0149_STAMPING: TEXAS 1920 2302.046
 CC0149_MARK LOGO: USGS  
 CC0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0149
 CC0149  HISTORY     - Date     Condition        Report By
 CC0149  HISTORY     - 1920     MONUMENTED       USGS
 CC0149  HISTORY     - 1958     GOOD             NGS
 CC0149  HISTORY     - 1981     GOOD             NGS
 CC0149  HISTORY     - 20030902 MARK NOT FOUND   INDIV
 CC0149
 CC0149                          STATION DESCRIPTION
 CC0149
 CC0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0149'11.0 MI SW FROM MCCAMEY.
 CC0149'ABOUT 11.0 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0149'FROM THE STATION AT MCCAMEY, 308 FEET NORTHWEST OF THE GIRVIN STATION
 CC0149'SIGN.  SET VERTICALLY IN THE EAST FACE OF A VACANT CONCRETE BUILDING
 CC0149'WHICH USED TO BE THE GENERAL STORE AND GIRVIN POST OFFICE, 248 FEET
 CC0149'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 6 INCHES NORTH OF THE
 CC0149'SOUTHEAST CORNER OF THE BUILDING, AND 1 FOOT ABOVE THE CONCRETE
 CC0149'LANDING.
 CC0149
 CC0149                          STATION RECOVERY (1981)
 CC0149
 CC0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0149'1.9 KM (1.2 MI) NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS JUNCTION
 CC0149'WITH U.S. HIGHWAYS 67 AND 385 IN GIRVIN, THENCE 0.2 KM (0.1 MI) WEST
 CC0149'ALONG A DIRT ROAD, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST
 CC0149'CORNER OF A VACANT BUILDING WHICH USED TO BE THE GIRVIN GENERAL STORE
 CC0149'AND POST OFFICE AND 0.2 METERS (0.5 FT) NORTH OF THE SOUTHEAST CORNER
 CC0149'OF THE BUILDING.
 CC0149'THE MARK IS 0.3 M ABOVE A CONCRETE PORCH.
 CC0149
 CC0149                          STATION RECOVERY (2003)
 CC0149
 CC0149'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0149'CONCRETE WAS BROKEN OUT AND DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0887 ***********************************************************************
 BZ0887  DESIGNATION -  231 GCSFRC
 BZ0887  PID         -  BZ0887
 BZ0887  STATE/COUNTY-  TX/MCLENNAN
 BZ0887  USGS QUAD   -  MOODY (1993)
 BZ0887
 BZ0887                         *CURRENT SURVEY CONTROL
 BZ0887  ___________________________________________________________________
 BZ0887* NAD 83(1986)-  31 16 28.     (N)    097 21 59.     (W)     SCALED    
 BZ0887* NAVD 88     -       239.381  (meters)     785.37   (feet)  ADJUSTED  
 BZ0887  ___________________________________________________________________
 BZ0887  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BZ0887  DYNAMIC HT  -         239.064 (meters)     784.33  (feet)  COMP
 BZ0887  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 BZ0887
 BZ0887  VERT ORDER  -  SECOND    CLASS 0
 BZ0887
 BZ0887.The horizontal coordinates were scaled from a topographic map and have
 BZ0887.an estimated accuracy of +/- 6 seconds.
 BZ0887
 BZ0887.The orthometric height was determined by differential leveling
 BZ0887.and adjusted by the National Geodetic Survey in June 1991..
 BZ0887
 BZ0887.The geoid height was determined by GEOID03.
 BZ0887
 BZ0887.The dynamic height is computed by dividing the NAVD 88
 BZ0887.geopotential number by the normal gravity value computed on the
 BZ0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0887.degrees latitude (g = 980.6199 gals.).
 BZ0887
 BZ0887.The modeled gravity was interpolated from observed gravity values.
 BZ0887
 BZ0887;                    North         East    Units  Estimated Accuracy
 BZ0887;SPC TX C     - 3,182,000.      982,480.      MT  (+/- 180 meters Scaled)
 BZ0887
 BZ0887                          SUPERSEDED SURVEY CONTROL
 BZ0887
 BZ0887  NGVD 29 (??/??/92)  239.330  (m)          785.20   (f) ADJ UNCH    2 0
 BZ0887
 BZ0887.Superseded values are not recommended for survey control.
 BZ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0887.See file dsdata.txt to determine how the superseded data were derived.
 BZ0887
 BZ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV555611(NAD 83)
 BZ0887_MARKER: Z = SEE DESCRIPTION
 BZ0887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0887_SP_SET: MILEPOST
 BZ0887_STAMPING: 231
 BZ0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0887+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ0887
 BZ0887  HISTORY     - Date     Condition        Report By
 BZ0887  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0887  HISTORY     - 1933     GOOD             NGS
 BZ0887  HISTORY     - 19950715 GOOD             USPSQD
 BZ0887  HISTORY     - 20010317 GOOD             USPSQD
 BZ0887  HISTORY     - 20031011 GOOD             USPSQD
 BZ0887
 BZ0887                          STATION DESCRIPTION
 BZ0887
 BZ0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0887'2.0 MI S FROM MOODY.
 BZ0887'2.0 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0887'MOODY, MCLENNAN COUNTY, AT MILEPOST 231, AND 15 FEET EAST OF THE
 BZ0887'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0887'231 AND PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0887
 BZ0887                          STATION RECOVERY (1995)
 BZ0887
 BZ0887'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0887'RECOVERED IN GOOD CONDITION.
 BZ0887
 BZ0887                          STATION RECOVERY (2001)
 BZ0887
 BZ0887'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0887'RECOVERED IN GOOD CONDITION.
 BZ0887
 BZ0887                          STATION RECOVERY (2003)
 BZ0887
 BZ0887'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1095 ***********************************************************************
 CS1095  DESIGNATION -  2310
 CS1095  PID         -  CS1095
 CS1095  STATE/COUNTY-  TX/DALLAS
 CS1095  USGS QUAD   -  OAK CLIFF (1981)
 CS1095
 CS1095                         *CURRENT SURVEY CONTROL
 CS1095  ___________________________________________________________________
 CS1095* NAD 83(1986)-  32 43 13.     (N)    096 51 24.     (W)     SCALED    
 CS1095* NAVD 88     -       185.778  (meters)     609.51   (feet)  ADJUSTED  
 CS1095  ___________________________________________________________________
 CS1095  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CS1095  DYNAMIC HT  -         185.563 (meters)     608.80  (feet)  COMP
 CS1095  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 CS1095
 CS1095  VERT ORDER  -  FIRST     CLASS II
 CS1095
 CS1095.The horizontal coordinates were scaled from a topographic map and have
 CS1095.an estimated accuracy of +/- 6 seconds.
 CS1095
 CS1095.The orthometric height was determined by differential leveling
 CS1095.and adjusted by the National Geodetic Survey in June 1991..
 CS1095
 CS1095.The geoid height was determined by GEOID03.
 CS1095
 CS1095.The dynamic height is computed by dividing the NAVD 88
 CS1095.geopotential number by the normal gravity value computed on the
 CS1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1095.degrees latitude (g = 980.6199 gals.).
 CS1095
 CS1095.The modeled gravity was interpolated from observed gravity values.
 CS1095
 CS1095;                    North         East    Units  Estimated Accuracy
 CS1095;SPC TXNC     - 2,118,040.      754,030.      MT  (+/- 180 meters Scaled)
 CS1095
 CS1095                          SUPERSEDED SURVEY CONTROL
 CS1095
 CS1095  NGVD 29 (??/??/92)  185.787  (m)          609.54   (f) ADJ UNCH    1 2
 CS1095
 CS1095.Superseded values are not recommended for survey control.
 CS1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1095.See file dsdata.txt to determine how the superseded data were derived.
 CS1095
 CS1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB008223(NAD 83)
 CS1095_MARKER: DB = BENCH MARK DISK
 CS1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1095_STAMPING: 2310
 CS1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1095+STABILITY: SURFACE MOTION
 CS1095
 CS1095  HISTORY     - Date     Condition        Report By
 CS1095  HISTORY     - UNK      MONUMENTED       TXGS
 CS1095  HISTORY     - 1947     GOOD             NGS
 CS1095  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1095
 CS1095                          STATION DESCRIPTION
 CS1095
 CS1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1095'IN DALLAS.
 CS1095'ABOUT 5.0 MILES SOUTHWEST OF THE COUNTY COURTHOUSE AT DALLAS AT THE
 CS1095'CLEARVIEW AIRPORT ALONG HAMPTON ROAD.  69.0 FEET NORTHWEST OF THE
 CS1095'NORTHWEST CORNER OF THE NORTHERN MOST HANGAR AT CLEARVIEW AIRPORT,
 CS1095'39.0 FEET SOUTH OF THE CENTER LINE OF THE DRIVE LEADING INTO THE
 CS1095'NORTHERN MOST HANGAR, 29.0 FEET EAST OF THE CENTER LINE OF HAMPTON
 CS1095'ROAD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS1095'ABOUT 6.0 INCHES ABOVE THE GROUND.
 CS1095
 CS1095                          STATION RECOVERY (1958)
 CS1095
 CS1095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0049 ***********************************************************************
 CR0049  DESIGNATION -  231=PTS 398
 CR0049  PID         -  CR0049
 CR0049  STATE/COUNTY-  TX/CASS
 CR0049  USGS QUAD   -  LANIER (1962)
 CR0049
 CR0049                         *CURRENT SURVEY CONTROL
 CR0049  ___________________________________________________________________
 CR0049* NAD 83(1986)-  32 55 02.     (N)    094 15 53.     (W)     SCALED    
 CR0049* NAVD 88     -        70.446  (meters)     231.12   (feet)  ADJUSTED  
 CR0049  ___________________________________________________________________
 CR0049  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR0049  DYNAMIC HT  -          70.369 (meters)     230.87  (feet)  COMP
 CR0049  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 CR0049
 CR0049  VERT ORDER  -  SECOND    CLASS 0
 CR0049
 CR0049.The horizontal coordinates were scaled from a topographic map and have
 CR0049.an estimated accuracy of +/- 6 seconds.
 CR0049
 CR0049.The orthometric height was determined by differential leveling
 CR0049.and adjusted by the National Geodetic Survey in June 1991..
 CR0049
 CR0049.The geoid height was determined by GEOID03.
 CR0049
 CR0049.The dynamic height is computed by dividing the NAVD 88
 CR0049.geopotential number by the normal gravity value computed on the
 CR0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0049.degrees latitude (g = 980.6199 gals.).
 CR0049
 CR0049.The modeled gravity was interpolated from observed gravity values.
 CR0049
 CR0049;                    North         East    Units  Estimated Accuracy
 CR0049;SPC TXNC     - 2,146,660.      996,010.      MT  (+/- 180 meters Scaled)
 CR0049
 CR0049                          SUPERSEDED SURVEY CONTROL
 CR0049
 CR0049  NGVD 29 (??/??/92)   70.487  (m)          231.26   (f) ADJ UNCH    2 0
 CR0049
 CR0049.Superseded values are not recommended for survey control.
 CR0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0049.See file dsdata.txt to determine how the superseded data were derived.
 CR0049
 CR0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS817428(NAD 83)
 CR0049_MARKER: P = PIPE CAP
 CR0049_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0049_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0049_STAMPING: 231.256 STA 398 ADJ 1903
 CR0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0049
 CR0049  HISTORY     - Date     Condition        Report By
 CR0049  HISTORY     - 1903     MONUMENTED       USGS
 CR0049
 CR0049                          STATION DESCRIPTION
 CR0049
 CR0049'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 CR0049'3.0 MI N FROM LODI.
 CR0049'IN CASS COUNTY, ABOUT 3.0 MILES NORTH ALONG THE TEXAS AND PACIFIC
 CR0049'RAILROAD FROM THE STATION AT LODI, MARION COUNTY, ABOUT 0.1 MILE
 CR0049'NORTHWEST OF MILEPOST 39, AND ABOUT 40 FEET WEST OF THE TRACK.  A
 CR0049'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 231.256 STA 398
 CR0049'ADJ 1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1858 ***********************************************************************
 CS1858  DESIGNATION -  232
 CS1858  PID         -  CS1858
 CS1858  STATE/COUNTY-  TX/TARRANT
 CS1858  USGS QUAD   -  HALTOM CITY (1981)
 CS1858
 CS1858                         *CURRENT SURVEY CONTROL
 CS1858  ___________________________________________________________________
 CS1858* NAD 83(1986)-  32 45 55.     (N)    097 19 02.     (W)     SCALED    
 CS1858* NAVD 88     -       158.910  (meters)     521.36   (feet)  ADJUSTED  
 CS1858  ___________________________________________________________________
 CS1858  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS1858  DYNAMIC HT  -         158.724 (meters)     520.75  (feet)  COMP
 CS1858  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 CS1858
 CS1858  VERT ORDER  -  SECOND    CLASS 0
 CS1858
 CS1858.The horizontal coordinates were scaled from a topographic map and have
 CS1858.an estimated accuracy of +/- 6 seconds.
 CS1858
 CS1858.The orthometric height was determined by differential leveling
 CS1858.and adjusted by the National Geodetic Survey in June 1991..
 CS1858
 CS1858.The geoid height was determined by GEOID03.
 CS1858
 CS1858.The dynamic height is computed by dividing the NAVD 88
 CS1858.geopotential number by the normal gravity value computed on the
 CS1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1858.degrees latitude (g = 980.6199 gals.).
 CS1858
 CS1858.The modeled gravity was interpolated from observed gravity values.
 CS1858
 CS1858;                    North         East    Units  Estimated Accuracy
 CS1858;SPC TXNC     - 2,122,450.      710,810.      MT  (+/- 180 meters Scaled)
 CS1858
 CS1858                          SUPERSEDED SURVEY CONTROL
 CS1858
 CS1858  NGVD 29 (??/??/92)  158.91   (m)          521.4    (f) COMPUTED    2 0
 CS1858
 CS1858.Superseded values are not recommended for survey control.
 CS1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1858.See file dsdata.txt to determine how the superseded data were derived.
 CS1858
 CS1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB576265(NAD 83)
 CS1858_MARKER: DB = BENCH MARK DISK
 CS1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1858_STAMPING: 232
 CS1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1858+STABILITY: SURFACE MOTION
 CS1858
 CS1858  HISTORY     - Date     Condition        Report By
 CS1858  HISTORY     - UNK      MONUMENTED       TXGS
 CS1858  HISTORY     - 1934     GOOD             NGS
 CS1858  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 CS1858
 CS1858                          STATION DESCRIPTION
 CS1858
 CS1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CS1858'IN FORT WORTH.
 CS1858'ABOUT 1000 FEET EAST OF THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD
 CS1858'TRACKS.  10 FEET SOUTH OF THE HIGHWAY TO GRAPEVINE, BETWEEN BRIDGE AND
 CS1858'VIADUCT.
 CS1858
 CS1858                          STATION RECOVERY (1997)
 CS1858
 CS1858'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0210 ***********************************************************************
 DM0210  DESIGNATION -  232
 DM0210  PID         -  DM0210
 DM0210  STATE/COUNTY-  TX/BOWIE
 DM0210  USGS QUAD   -  DOMINO (1975)
 DM0210
 DM0210                         *CURRENT SURVEY CONTROL
 DM0210  ___________________________________________________________________
 DM0210* NAD 83(1986)-  33 18 11.     (N)    094 03 33.     (W)     SCALED    
 DM0210* NAVD 88     -        70.745  (meters)     232.10   (feet)  ADJUSTED  
 DM0210  ___________________________________________________________________
 DM0210  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM0210  DYNAMIC HT  -          70.669 (meters)     231.85  (feet)  COMP
 DM0210  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 DM0210
 DM0210  VERT ORDER  -  SECOND    CLASS 0
 DM0210
 DM0210.The horizontal coordinates were scaled from a topographic map and have
 DM0210.an estimated accuracy of +/- 6 seconds.
 DM0210
 DM0210.The orthometric height was determined by differential leveling
 DM0210.and adjusted by the National Geodetic Survey in June 1991..
 DM0210
 DM0210.The geoid height was determined by GEOID03.
 DM0210
 DM0210.The dynamic height is computed by dividing the NAVD 88
 DM0210.geopotential number by the normal gravity value computed on the
 DM0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0210.degrees latitude (g = 980.6199 gals.).
 DM0210
 DM0210.The modeled gravity was interpolated from observed gravity values.
 DM0210
 DM0210;                    North         East    Units  Estimated Accuracy
 DM0210;SPC TXNC     - 2,190,200.    1,013,410.      MT  (+/- 180 meters Scaled)
 DM0210
 DM0210                          SUPERSEDED SURVEY CONTROL
 DM0210
 DM0210  NGVD 29 (??/??/92)   70.775  (m)          232.20   (f) ADJ UNCH    2 0
 DM0210
 DM0210.Superseded values are not recommended for survey control.
 DM0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0210.See file dsdata.txt to determine how the superseded data were derived.
 DM0210
 DM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS013853(NAD 83)
 DM0210_MARKER: P = PIPE CAP
 DM0210_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0210_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0210_STAMPING: 232.201 ADJ 1903
 DM0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0210
 DM0210  HISTORY     - Date     Condition        Report By
 DM0210  HISTORY     - 1903     MONUMENTED       USGS
 DM0210  HISTORY     - 1934     GOOD             NGS
 DM0210
 DM0210                          STATION DESCRIPTION
 DM0210
 DM0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0210'8.5 MI S FROM TEXARKANA.
 DM0210'ABOUT 8.5 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 DM0210'STATION AT TEXARKANA, BOWIE COUNTY, ABOUT 3/8 MILE SOUTH OF THE
 DM0210'STATION AT SULPHUR, BETWEEN THE EIGHTEENTH AND NINETEENTH POLES NORTH
 DM0210'OF MILEPOST 9, ABOUT 1/4 MILE NORTH OF THE BOWIE-CASS COUNTY LINE,
 DM0210'OPPOSITE SIGNAL 8.4, ABOUT 40 FEET WEST OF THE CENTER LINE OF THE
 DM0210'TRACK, AND AT A RIGHT-OF-WAY FENCE CORNER.  A UNITED STATES GEOLOGICAL
 DM0210'SURVEY STANDARD CAP, STAMPED 232.201 ADJ 1903 AND RIVETED ON THE TOP
 DM0210'OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0886 ***********************************************************************
 BZ0886  DESIGNATION -  232 GCSFRC
 BZ0886  PID         -  BZ0886
 BZ0886  STATE/COUNTY-  TX/MCLENNAN
 BZ0886  USGS QUAD   -  MOODY (1993)
 BZ0886
 BZ0886                         *CURRENT SURVEY CONTROL
 BZ0886  ___________________________________________________________________
 BZ0886* NAD 83(1986)-  31 17 20.     (N)    097 21 58.     (W)     SCALED    
 BZ0886* NAVD 88     -       240.245  (meters)     788.20   (feet)  ADJUSTED  
 BZ0886  ___________________________________________________________________
 BZ0886  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BZ0886  DYNAMIC HT  -         239.928 (meters)     787.16  (feet)  COMP
 BZ0886  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 BZ0886
 BZ0886  VERT ORDER  -  SECOND    CLASS 0
 BZ0886
 BZ0886.The horizontal coordinates were scaled from a topographic map and have
 BZ0886.an estimated accuracy of +/- 6 seconds.
 BZ0886
 BZ0886.The orthometric height was determined by differential leveling
 BZ0886.and adjusted by the National Geodetic Survey in June 1991..
 BZ0886
 BZ0886.The geoid height was determined by GEOID03.
 BZ0886
 BZ0886.The dynamic height is computed by dividing the NAVD 88
 BZ0886.geopotential number by the normal gravity value computed on the
 BZ0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0886.degrees latitude (g = 980.6199 gals.).
 BZ0886
 BZ0886.The modeled gravity was interpolated from observed gravity values.
 BZ0886
 BZ0886;                    North         East    Units  Estimated Accuracy
 BZ0886;SPC TX C     - 3,183,600.      982,460.      MT  (+/- 180 meters Scaled)
 BZ0886
 BZ0886                          SUPERSEDED SURVEY CONTROL
 BZ0886
 BZ0886  NGVD 29 (??/??/92)  240.195  (m)          788.04   (f) ADJ UNCH    2 0
 BZ0886
 BZ0886.Superseded values are not recommended for survey control.
 BZ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0886.See file dsdata.txt to determine how the superseded data were derived.
 BZ0886
 BZ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV555627(NAD 83)
 BZ0886_MARKER: Z = SEE DESCRIPTION
 BZ0886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0886_SP_SET: MILEPOST
 BZ0886_STAMPING: 232
 BZ0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0886+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BZ0886
 BZ0886  HISTORY     - Date     Condition        Report By
 BZ0886  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0886  HISTORY     - 1933     GOOD             NGS
 BZ0886  HISTORY     - 19950715 GOOD             USPSQD
 BZ0886  HISTORY     - 20010317 GOOD             USPSQD
 BZ0886  HISTORY     - 20031011 GOOD             USPSQD
 BZ0886  HISTORY     - 20050728 GOOD             USPSQD
 BZ0886
 BZ0886                          STATION DESCRIPTION
 BZ0886
 BZ0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0886'1.0 MI S FROM MOODY.
 BZ0886'1.0 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0886'MOODY, MCLENNAN COUNTY, AT MILEPOST 232, AND 14 FEET EAST OF THE
 BZ0886'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0886'232 AND PROJECTING 2-1/2 FEET ABOVE GROUND.
 BZ0886
 BZ0886                          STATION RECOVERY (1995)
 BZ0886
 BZ0886'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0886'RECOVERED IN GOOD CONDITION.
 BZ0886
 BZ0886                          STATION RECOVERY (2001)
 BZ0886
 BZ0886'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0886'RECOVERED IN GOOD CONDITION.
 BZ0886
 BZ0886                          STATION RECOVERY (2003)
 BZ0886
 BZ0886'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ0886'RECOVERED IN GOOD CONDITION.
 BZ0886
 BZ0886                          STATION RECOVERY (2005)
 BZ0886
 BZ0886'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0263 ***********************************************************************
 EN0263  DESIGNATION -  2320+77
 EN0263  PID         -  EN0263
 EN0263  STATE/COUNTY-  TX/BRISCOE
 EN0263  USGS QUAD   -  QUITAQUE (1967)
 EN0263
 EN0263                         *CURRENT SURVEY CONTROL
 EN0263  ___________________________________________________________________
 EN0263* NAD 83(1986)-  34 20 30.     (N)    101 04 28.     (W)     SCALED    
 EN0263* NAVD 88     -       786.158  (meters)    2579.25   (feet)  ADJUSTED  
 EN0263  ___________________________________________________________________
 EN0263  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EN0263  DYNAMIC HT  -         785.198 (meters)    2576.10  (feet)  COMP
 EN0263  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 EN0263
 EN0263  VERT ORDER  -  FIRST     CLASS II
 EN0263
 EN0263.The horizontal coordinates were scaled from a topographic map and have
 EN0263.an estimated accuracy of +/- 6 seconds.
 EN0263
 EN0263.The orthometric height was determined by differential leveling
 EN0263.and adjusted by the National Geodetic Survey in June 1991..
 EN0263
 EN0263.The geoid height was determined by GEOID03.
 EN0263
 EN0263.The dynamic height is computed by dividing the NAVD 88
 EN0263.geopotential number by the normal gravity value computed on the
 EN0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0263.degrees latitude (g = 980.6199 gals.).
 EN0263
 EN0263.The modeled gravity was interpolated from observed gravity values.
 EN0263
 EN0263;                    North         East    Units  Estimated Accuracy
 EN0263;SPC TX N     - 1,037,990.      239,160.      MT  (+/- 180 meters Scaled)
 EN0263
 EN0263                          SUPERSEDED SURVEY CONTROL
 EN0263
 EN0263  NGVD 29 (??/??/92)  785.827  (m)         2578.17   (f) ADJ UNCH    1 2
 EN0263
 EN0263.Superseded values are not recommended for survey control.
 EN0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0263.See file dsdata.txt to determine how the superseded data were derived.
 EN0263
 EN0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD091019(NAD 83)
 EN0263_MARKER: Z = SEE DESCRIPTION
 EN0263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0263_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0263
 EN0263  HISTORY     - Date     Condition        Report By
 EN0263  HISTORY     - UNK      MONUMENTED       BNRR
 EN0263  HISTORY     - 1958     MARK NOT FOUND   NGS
 EN0263
 EN0263                          STATION DESCRIPTION
 EN0263
 EN0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0263'1.8 MI SW FROM QUITAQUE.
 EN0263'1.8 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0263'THE STATION AT QUITAQUE, BRISCOE COUNTY, AT STATION 2320+77 (MILEAGE
 EN0263'281.00), ABOUT 6 RAILS NORTH OF WOODEN TRESTLE P 281.04, ABOUT 45 FEET
 EN0263'EAST OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  THE TOP OF A
 EN0263'CONCRETE-FILLED PIPE PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1724 ***********************************************************************
 CS1724  DESIGNATION -  233
 CS1724  PID         -  CS1724
 CS1724  STATE/COUNTY-  TX/TARRANT
 CS1724  USGS QUAD   -  HALTOM CITY (1981)
 CS1724
 CS1724                         *CURRENT SURVEY CONTROL
 CS1724  ___________________________________________________________________
 CS1724* NAD 83(1986)-  32 46 03.     (N)    097 18 47.     (W)     SCALED    
 CS1724* NAVD 88     -       163.582  (meters)     536.69   (feet)  ADJUSTED  
 CS1724  ___________________________________________________________________
 CS1724  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS1724  DYNAMIC HT  -         163.390 (meters)     536.06  (feet)  COMP
 CS1724  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 CS1724
 CS1724  VERT ORDER  -  FIRST     CLASS II
 CS1724
 CS1724.The horizontal coordinates were scaled from a topographic map and have
 CS1724.an estimated accuracy of +/- 6 seconds.
 CS1724
 CS1724.The orthometric height was determined by differential leveling
 CS1724.and adjusted by the National Geodetic Survey in June 1991..
 CS1724
 CS1724.The geoid height was determined by GEOID03.
 CS1724
 CS1724.The dynamic height is computed by dividing the NAVD 88
 CS1724.geopotential number by the normal gravity value computed on the
 CS1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1724.degrees latitude (g = 980.6199 gals.).
 CS1724
 CS1724.The modeled gravity was interpolated from observed gravity values.
 CS1724
 CS1724;                    North         East    Units  Estimated Accuracy
 CS1724;SPC TXNC     - 2,122,700.      711,200.      MT  (+/- 180 meters Scaled)
 CS1724
 CS1724                          SUPERSEDED SURVEY CONTROL
 CS1724
 CS1724  NGVD 29 (??/??/92)  163.578  (m)          536.67   (f) ADJ UNCH    1 2
 CS1724
 CS1724.Superseded values are not recommended for survey control.
 CS1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1724.See file dsdata.txt to determine how the superseded data were derived.
 CS1724
 CS1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB580267(NAD 83)
 CS1724_MARKER: DB = BENCH MARK DISK
 CS1724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1724_SP_SET: BRIDGE SIDEWALK
 CS1724_STAMPING: 233
 CS1724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1724
 CS1724  HISTORY     - Date     Condition        Report By
 CS1724  HISTORY     - UNK      MONUMENTED       TXGS
 CS1724  HISTORY     - 1947     GOOD             NGS
 CS1724  HISTORY     - 1957     GOOD             NGS
 CS1724  HISTORY     - 1989     GOOD             USPSQD
 CS1724  HISTORY     - 19970301 GOOD             USPSQD
 CS1724  HISTORY     - 20020813 GOOD             GEOCAC
 CS1724
 CS1724                          STATION DESCRIPTION
 CS1724
 CS1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1724'IN FORT WORTH.
 CS1724'ABOUT 1.5 MILES NORTHEAST OF THE COUNTY COURTHOUSE AT FORT WORTH, IN
 CS1724'THE NORTHWEST CORNER OF THE EAST BELKNAP STREET BRIDGE OVER THE
 CS1724'TRINITY RIVER, 22 FEET NORTH OF THE CENTER LINE OF EAST BELKNAP
 CS1724'STREET, 3 FEET EAST OF THE WEST END OF THE BRIDGE SIDEWALK.  A BRONZE
 CS1724'DISK SET IN THE TOP OF A CONCRETE BRIDGE SIDEWALK.
 CS1724
 CS1724                          STATION RECOVERY (1957)
 CS1724
 CS1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1724'RECOVERED IN GOOD CONDITION.
 CS1724
 CS1724                          STATION RECOVERY (1989)
 CS1724
 CS1724'RECOVERY NOTE BY US POWER SQUADRON 1989 (GF)
 CS1724'RECOVERED IN GOOD CONDITION.
 CS1724
 CS1724                          STATION RECOVERY (1997)
 CS1724
 CS1724'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1724'RECOVERED IN GOOD CONDITION.
 CS1724
 CS1724                          STATION RECOVERY (2002)
 CS1724
 CS1724'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0885 ***********************************************************************
 BZ0885  DESIGNATION -  233 GCSFRC
 BZ0885  PID         -  BZ0885
 BZ0885  STATE/COUNTY-  TX/MCLENNAN
 BZ0885  USGS QUAD   -  MOODY (1993)
 BZ0885
 BZ0885                         *CURRENT SURVEY CONTROL
 BZ0885  ___________________________________________________________________
 BZ0885* NAD 83(1986)-  31 18 11.     (N)    097 21 44.     (W)     SCALED    
 BZ0885* NAVD 88     -       240.034  (meters)     787.51   (feet)  ADJUSTED  
 BZ0885  ___________________________________________________________________
 BZ0885  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BZ0885  DYNAMIC HT  -         239.717 (meters)     786.47  (feet)  COMP
 BZ0885  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 BZ0885
 BZ0885  VERT ORDER  -  SECOND    CLASS 0
 BZ0885
 BZ0885.The horizontal coordinates were scaled from a topographic map and have
 BZ0885.an estimated accuracy of +/- 6 seconds.
 BZ0885
 BZ0885.The orthometric height was determined by differential leveling
 BZ0885.and adjusted by the National Geodetic Survey in June 1991..
 BZ0885
 BZ0885.The geoid height was determined by GEOID03.
 BZ0885
 BZ0885.The dynamic height is computed by dividing the NAVD 88
 BZ0885.geopotential number by the normal gravity value computed on the
 BZ0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0885.degrees latitude (g = 980.6199 gals.).
 BZ0885
 BZ0885.The modeled gravity was interpolated from observed gravity values.
 BZ0885
 BZ0885;                    North         East    Units  Estimated Accuracy
 BZ0885;SPC TX C     - 3,185,180.      982,790.      MT  (+/- 180 meters Scaled)
 BZ0885
 BZ0885                          SUPERSEDED SURVEY CONTROL
 BZ0885
 BZ0885  NGVD 29 (??/??/92)  239.984  (m)          787.35   (f) ADJ UNCH    2 0
 BZ0885
 BZ0885.Superseded values are not recommended for survey control.
 BZ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0885.See file dsdata.txt to determine how the superseded data were derived.
 BZ0885
 BZ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV558643(NAD 83)
 BZ0885_MARKER: Z = SEE DESCRIPTION
 BZ0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0885_SP_SET: MILEPOST
 BZ0885_STAMPING: 233
 BZ0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0885+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BZ0885
 BZ0885  HISTORY     - Date     Condition        Report By
 BZ0885  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0885  HISTORY     - 1933     GOOD             NGS
 BZ0885  HISTORY     - 19950715 GOOD             USPSQD
 BZ0885  HISTORY     - 20010317 GOOD             USPSQD
 BZ0885  HISTORY     - 20031011 GOOD             USPSQD
 BZ0885  HISTORY     - 20050728 GOOD             USPSQD
 BZ0885
 BZ0885                          STATION DESCRIPTION
 BZ0885
 BZ0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0885'IN MOODY.
 BZ0885'AT MOODY, MCLENNAN COUNTY, ON THE GULF, COLORADO AND SANTA FE RAILWAY,
 BZ0885'AT MILEPOST 233.  THE HIGH POINT OF A VERTICAL RAIL, MARKED 233 AND
 BZ0885'PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0885
 BZ0885                          STATION RECOVERY (1995)
 BZ0885
 BZ0885'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0885'RECOVERED IN GOOD CONDITION.
 BZ0885
 BZ0885                          STATION RECOVERY (2001)
 BZ0885
 BZ0885'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0885'RECOVERED IN GOOD CONDITION.
 BZ0885
 BZ0885                          STATION RECOVERY (2003)
 BZ0885
 BZ0885'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ0885'RECOVERED IN GOOD CONDITION.
 BZ0885
 BZ0885                          STATION RECOVERY (2005)
 BZ0885
 BZ0885'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0883 ***********************************************************************
 BZ0883  DESIGNATION -  234 GCSFRC
 BZ0883  PID         -  BZ0883
 BZ0883  STATE/COUNTY-  TX/MCLENNAN
 BZ0883  USGS QUAD   -  MOODY (1993)
 BZ0883
 BZ0883                         *CURRENT SURVEY CONTROL
 BZ0883  ___________________________________________________________________
 BZ0883* NAD 83(1986)-  31 19 01.     (N)    097 21 29.     (W)     SCALED    
 BZ0883* NAVD 88     -       236.664  (meters)     776.46   (feet)  ADJUSTED  
 BZ0883  ___________________________________________________________________
 BZ0883  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BZ0883  DYNAMIC HT  -         236.352 (meters)     775.43  (feet)  COMP
 BZ0883  MODELED GRAV-     979,317.1   (mgal)                       NAVD 88
 BZ0883
 BZ0883  VERT ORDER  -  SECOND    CLASS 0
 BZ0883
 BZ0883.The horizontal coordinates were scaled from a topographic map and have
 BZ0883.an estimated accuracy of +/- 6 seconds.
 BZ0883
 BZ0883.The orthometric height was determined by differential leveling
 BZ0883.and adjusted by the National Geodetic Survey in June 1991..
 BZ0883
 BZ0883.The geoid height was determined by GEOID03.
 BZ0883
 BZ0883.The dynamic height is computed by dividing the NAVD 88
 BZ0883.geopotential number by the normal gravity value computed on the
 BZ0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0883.degrees latitude (g = 980.6199 gals.).
 BZ0883
 BZ0883.The modeled gravity was interpolated from observed gravity values.
 BZ0883
 BZ0883;                    North         East    Units  Estimated Accuracy
 BZ0883;SPC TX C     - 3,186,730.      983,150.      MT  (+/- 180 meters Scaled)
 BZ0883
 BZ0883                          SUPERSEDED SURVEY CONTROL
 BZ0883
 BZ0883  NGVD 29 (??/??/92)  236.615  (m)          776.29   (f) ADJ UNCH    2 0
 BZ0883
 BZ0883.Superseded values are not recommended for survey control.
 BZ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0883.See file dsdata.txt to determine how the superseded data were derived.
 BZ0883
 BZ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV562658(NAD 83)
 BZ0883_MARKER: Z = SEE DESCRIPTION
 BZ0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0883_SP_SET: MILEPOST
 BZ0883_STAMPING: 234
 BZ0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0883+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BZ0883
 BZ0883  HISTORY     - Date     Condition        Report By
 BZ0883  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0883  HISTORY     - 1933     GOOD             NGS
 BZ0883  HISTORY     - 19950715 GOOD             USPSQD
 BZ0883  HISTORY     - 20010317 GOOD             USPSQD
 BZ0883  HISTORY     - 20031011 GOOD             USPSQD
 BZ0883  HISTORY     - 20050728 GOOD             USPSQD
 BZ0883
 BZ0883                          STATION DESCRIPTION
 BZ0883
 BZ0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0883'0.2 MI N FROM MOODY.
 BZ0883'0.2 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0883'MOODY, MCLENNAN COUNTY, AT MILEPOST 234, AND 13 FEET EAST OF THE
 BZ0883'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0883'234 AND PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0883
 BZ0883                          STATION RECOVERY (1995)
 BZ0883
 BZ0883'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0883'RECOVERED IN GOOD CONDITION.
 BZ0883
 BZ0883                          STATION RECOVERY (2001)
 BZ0883
 BZ0883'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0883'RECOVERED IN GOOD CONDITION.
 BZ0883
 BZ0883                          STATION RECOVERY (2003)
 BZ0883
 BZ0883'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ0883'RECOVERED IN GOOD CONDITION.
 BZ0883
 BZ0883                          STATION RECOVERY (2005)
 BZ0883
 BZ0883'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8400 ***********************************************************************
 AC8400  DESIGNATION -  23.40
 AC8400  PID         -  AC8400
 AC8400  STATE/COUNTY-  TX/NUECES
 AC8400  USGS QUAD   -  ARANSAS PASS (1975)
 AC8400
 AC8400                         *CURRENT SURVEY CONTROL
 AC8400  ___________________________________________________________________
 AC8400* NAD 83(1986)-  27 53 50.     (N)    097 08 18.     (W)     SCALED    
 AC8400* NAVD 88     -         6.905  (meters)      22.65   (feet)  ADJUSTED  
 AC8400  ___________________________________________________________________
 AC8400  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AC8400  DYNAMIC HT  -           6.895 (meters)      22.62  (feet)  COMP
 AC8400  MODELED GRAV-     979,143.9   (mgal)                       NAVD 88
 AC8400
 AC8400  VERT ORDER  -  FIRST     CLASS II
 AC8400
 AC8400.The horizontal coordinates were scaled from a topographic map and have
 AC8400.an estimated accuracy of +/- 6 seconds.
 AC8400
 AC8400.The orthometric height was determined by differential leveling
 AC8400.and adjusted by the National Geodetic Survey in December 1997..
 AC8400
 AC8400.The geoid height was determined by GEOID03.
 AC8400
 AC8400.The dynamic height is computed by dividing the NAVD 88
 AC8400.geopotential number by the normal gravity value computed on the
 AC8400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8400.degrees latitude (g = 980.6199 gals.).
 AC8400
 AC8400.The modeled gravity was interpolated from observed gravity values.
 AC8400
 AC8400;                    North         East    Units  Estimated Accuracy
 AC8400;SPC TX S     - 5,247,860.      434,060.      MT  (+/- 180 meters Scaled)
 AC8400
 AC8400                          SUPERSEDED SURVEY CONTROL
 AC8400
 AC8400.No superseded survey control is available for this station.
 AC8400
 AC8400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR832872(NAD 83)
 AC8400_MARKER: DB = BENCH MARK DISK
 AC8400_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8400_SP_SET: BRIDGE ABUTMENT
 AC8400_STAMPING: 23.40
 AC8400_MARK LOGO: TXHD  
 AC8400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8400+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AC8400
 AC8400  HISTORY     - Date     Condition        Report By
 AC8400  HISTORY     - UNK      MONUMENTED       TXHD
 AC8400  HISTORY     - 19970203 GOOD             NGS
 AC8400
 AC8400                          STATION DESCRIPTION
 AC8400
 AC8400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8400'1.3 KM (0.80 MI) EASTERLY ALONG STATE HIGHWAY 361 FROM THE POST OFFICE
 AC8400'IN ARANSAS PASS, IN TOP OF AND 0.4 M (1.3 FT) NORTHEAST OF THE
 AC8400'SOUTHWEST END OF THE WEST CONCRETE ABUTMENT WALKWAY OF THE HIGHWAY
 AC8400'BRIDGE SPANNING THE INTRACOASTAL WATERWAY AND REDFISH BAY, 4.3 M (14.1
 AC8400'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT) ABOVE THE
 AC8400'LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTHEAST OF A BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1721 ***********************************************************************
 CS1721  DESIGNATION -  235
 CS1721  PID         -  CS1721
 CS1721  STATE/COUNTY-  TX/TARRANT
 CS1721  USGS QUAD   -  HALTOM CITY (1981)
 CS1721
 CS1721                         *CURRENT SURVEY CONTROL
 CS1721  ___________________________________________________________________
 CS1721* NAD 83(1986)-  32 46 24.     (N)    097 18 04.     (W)     SCALED    
 CS1721* NAVD 88     -       171.776  (meters)     563.57   (feet)  ADJUSTED  
 CS1721  ___________________________________________________________________
 CS1721  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1721  DYNAMIC HT  -         171.575 (meters)     562.91  (feet)  COMP
 CS1721  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 CS1721
 CS1721  VERT ORDER  -  FIRST     CLASS II
 CS1721
 CS1721.The horizontal coordinates were scaled from a topographic map and have
 CS1721.an estimated accuracy of +/- 6 seconds.
 CS1721
 CS1721.The orthometric height was determined by differential leveling
 CS1721.and adjusted by the National Geodetic Survey in June 1991..
 CS1721.WARNING-Repeat measurements at this control monument indicate possible
 CS1721.vertical movement.
 CS1721
 CS1721.The geoid height was determined by GEOID03.
 CS1721
 CS1721.The dynamic height is computed by dividing the NAVD 88
 CS1721.geopotential number by the normal gravity value computed on the
 CS1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1721.degrees latitude (g = 980.6199 gals.).
 CS1721
 CS1721.The modeled gravity was interpolated from observed gravity values.
 CS1721
 CS1721;                    North         East    Units  Estimated Accuracy
 CS1721;SPC TXNC     - 2,123,360.      712,310.      MT  (+/- 180 meters Scaled)
 CS1721
 CS1721                          SUPERSEDED SURVEY CONTROL
 CS1721
 CS1721  NGVD 29 (??/??/92)  171.774  (m)          563.56   (f) ADJ UNCH    1 2
 CS1721
 CS1721.Superseded values are not recommended for survey control.
 CS1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1721.See file dsdata.txt to determine how the superseded data were derived.
 CS1721
 CS1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB591274(NAD 83)
 CS1721_MARKER: DB = BENCH MARK DISK
 CS1721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1721_SP_SET: SIDEWALK
 CS1721_STAMPING: 235
 CS1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1721
 CS1721  HISTORY     - Date     Condition        Report By
 CS1721  HISTORY     - UNK      MONUMENTED       TXGS
 CS1721  HISTORY     - 1946     GOOD             NGS
 CS1721  HISTORY     - 1957     GOOD             NGS
 CS1721  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1721  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1721  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1721
 CS1721                          STATION DESCRIPTION
 CS1721
 CS1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS1721'IN FORT WORTH.
 CS1721'ABOUT 2.1 MILES NORTHEAST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT
 CS1721'THE NORTHWEST CORNER OF THE INTERSECTION OF EAST BELKNAP STREET WITH
 CS1721'RIVERSIDE DRIVE NORTH, 41.0 FEET NORTH OF THE CENTER LINE OF EAST
 CS1721'BELKNAP STREET, 21.0 FEET WEST OF THE WEST CURB LINE OF RIVERSIDE
 CS1721'DRIVE NORTH, 6.0 FEET NORTH OF THE NORTH CURB LINE OF EAST BELKNAP
 CS1721'STREET.  A BRONZE DISK SET FLUSH IN THE CONCRETE SIDEWALK.
 CS1721
 CS1721                          STATION RECOVERY (1957)
 CS1721
 CS1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1721'RECOVERED IN GOOD CONDITION.
 CS1721
 CS1721                          STATION RECOVERY (1984)
 CS1721
 CS1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1721'MARK NOT FOUND.
 CS1721
 CS1721                          STATION RECOVERY (1989)
 CS1721
 CS1721'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLS)
 CS1721'MARK NOT FOUND.
 CS1721
 CS1721                          STATION RECOVERY (1996)
 CS1721
 CS1721'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0882 ***********************************************************************
 BZ0882  DESIGNATION -  235 GCSFRC
 BZ0882  PID         -  BZ0882
 BZ0882  STATE/COUNTY-  TX/MCLENNAN
 BZ0882  USGS QUAD   -  MOODY (1993)
 BZ0882
 BZ0882                         *CURRENT SURVEY CONTROL
 BZ0882  ___________________________________________________________________
 BZ0882* NAD 83(1986)-  31 19 52.     (N)    097 21 36.     (W)     SCALED    
 BZ0882* NAVD 88     -       244.431  (meters)     801.94   (feet)  ADJUSTED  
 BZ0882  ___________________________________________________________________
 BZ0882  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BZ0882  DYNAMIC HT  -         244.110 (meters)     800.88  (feet)  COMP
 BZ0882  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BZ0882
 BZ0882  VERT ORDER  -  SECOND    CLASS 0
 BZ0882
 BZ0882.The horizontal coordinates were scaled from a topographic map and have
 BZ0882.an estimated accuracy of +/- 6 seconds.
 BZ0882
 BZ0882.The orthometric height was determined by differential leveling
 BZ0882.and adjusted by the National Geodetic Survey in June 1991..
 BZ0882
 BZ0882.The geoid height was determined by GEOID03.
 BZ0882
 BZ0882.The dynamic height is computed by dividing the NAVD 88
 BZ0882.geopotential number by the normal gravity value computed on the
 BZ0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0882.degrees latitude (g = 980.6199 gals.).
 BZ0882
 BZ0882.The modeled gravity was interpolated from observed gravity values.
 BZ0882
 BZ0882;                    North         East    Units  Estimated Accuracy
 BZ0882;SPC TX C     - 3,188,300.      982,920.      MT  (+/- 180 meters Scaled)
 BZ0882
 BZ0882                          SUPERSEDED SURVEY CONTROL
 BZ0882
 BZ0882  NGVD 29 (??/??/92)  244.381  (m)          801.77   (f) ADJ UNCH    2 0
 BZ0882
 BZ0882.Superseded values are not recommended for survey control.
 BZ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0882.See file dsdata.txt to determine how the superseded data were derived.
 BZ0882
 BZ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV560674(NAD 83)
 BZ0882_MARKER: Z = SEE DESCRIPTION
 BZ0882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0882_SP_SET: MILEPOST
 BZ0882_STAMPING: 235
 BZ0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0882+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BZ0882
 BZ0882  HISTORY     - Date     Condition        Report By
 BZ0882  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0882  HISTORY     - 1933     GOOD             NGS
 BZ0882  HISTORY     - 19950715 GOOD             USPSQD
 BZ0882  HISTORY     - 20010317 GOOD             USPSQD
 BZ0882  HISTORY     - 20031011 GOOD             USPSQD
 BZ0882  HISTORY     - 20050728 GOOD             USPSQD
 BZ0882
 BZ0882                          STATION DESCRIPTION
 BZ0882
 BZ0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0882'1.2 MI N FROM MOODY.
 BZ0882'1.2 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0882'MOODY, MCLENNAN COUNTY, AT MILEPOST 235, AND 13 FEET EAST OF THE
 BZ0882'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0882'235 AND PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0882
 BZ0882                          STATION RECOVERY (1995)
 BZ0882
 BZ0882'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0882'RECOVERED IN GOOD CONDITION.
 BZ0882
 BZ0882                          STATION RECOVERY (2001)
 BZ0882
 BZ0882'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0882'RECOVERED IN GOOD CONDITION.
 BZ0882
 BZ0882                          STATION RECOVERY (2003)
 BZ0882
 BZ0882'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ0882'RECOVERED IN GOOD CONDITION.
 BZ0882
 BZ0882                          STATION RECOVERY (2005)
 BZ0882
 BZ0882'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1722 ***********************************************************************
 CS1722  DESIGNATION -  235 RESET 1964
 CS1722  PID         -  CS1722
 CS1722  STATE/COUNTY-  TX/TARRANT
 CS1722  USGS QUAD   -  HALTOM CITY (1981)
 CS1722
 CS1722                         *CURRENT SURVEY CONTROL
 CS1722  ___________________________________________________________________
 CS1722* NAD 83(1986)-  32 46 23.     (N)    097 18 06.     (W)     SCALED    
 CS1722* NAVD 88     -       171.69   (+/-2cm)     563.3    (feet)  VERTCON   
 CS1722  ___________________________________________________________________
 CS1722  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1722
 CS1722  VERT ORDER  -  THIRD (See Below)
 CS1722
 CS1722.The horizontal coordinates were scaled from a topographic map and have
 CS1722.an estimated accuracy of +/- 6 seconds.
 CS1722
 CS1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1722.The vertical order pertains to the NGVD 29 superseded value.
 CS1722
 CS1722.The geoid height was determined by GEOID03.
 CS1722
 CS1722;                    North         East    Units  Estimated Accuracy
 CS1722;SPC TXNC     - 2,123,330.      712,260.      MT  (+/- 180 meters Scaled)
 CS1722
 CS1722                          SUPERSEDED SURVEY CONTROL
 CS1722
 CS1722  NGVD 29 (01/29/03)  171.69   (m)          563.3    (f) RESET       3  
 CS1722
 CS1722.Superseded values are not recommended for survey control.
 CS1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1722.See file dsdata.txt to determine how the superseded data were derived.
 CS1722
 CS1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB590274(NAD 83)
 CS1722_MARKER: DB = BENCH MARK DISK
 CS1722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1722_SP_SET: WATER INLET
 CS1722_STAMPING: 235 USC AND G AND SS RESET 1964
 CS1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1722+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 CS1722
 CS1722  HISTORY     - Date     Condition        Report By
 CS1722  HISTORY     - 1964     MONUMENTED       TXGS
 CS1722  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1722  HISTORY     - 19960921 GOOD             USPSQD
 CS1722  HISTORY     - 20020813 GOOD             GEOCAC
 CS1722
 CS1722                          STATION DESCRIPTION
 CS1722
 CS1722'DESCRIBED BY TEXAS GEODETIC SURVEY 1964
 CS1722'IN FORT WORTH.
 CS1722'ABOUT 1-3/4 MILES NORTHEAST OF THE COURT HOUSE IN FORT WORTH, AT THE
 CS1722'NORTHEAST CORNER OF THE JUNCTION OF HOLDEN STREET AND RACE STREET, 16
 CS1722'FEET NORTH OF THE NORTH CURB OF RACE STREET, 28 FEET EAST OF THE FIRE
 CS1722'HYDRANT WHICH IS ON THE WEST SIDE OF HOLDEN STREET, AND 6 INCHES EAST
 CS1722'OF THE EAST CURB OF HOLDEN STREET.  A STANDARD BENCH MARK DISK STAMPED
 CS1722'235 USC AND G AND SS RESET 1964, IS CEMENTED IN A DRILL HOLE IN THE
 CS1722'NORTH END OF A WATER INLET FLUSH WITH THE TOP OF CONCRETE.
 CS1722
 CS1722                          STATION RECOVERY (1989)
 CS1722
 CS1722'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLS)
 CS1722'MARK NOT FOUND.
 CS1722
 CS1722                          STATION RECOVERY (1996)
 CS1722
 CS1722'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1722'RECOVERED IN GOOD CONDITION.
 CS1722
 CS1722                          STATION RECOVERY (2002)
 CS1722
 CS1722'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1789 ***********************************************************************
 BK1789  DESIGNATION -  23.5 USGS=21.7 USGS
 BK1789  PID         -  BK1789
 BK1789  STATE/COUNTY-  TX/ORANGE
 BK1789  USGS QUAD   -  MAURICEVILLE (1974)
 BK1789
 BK1789                         *CURRENT SURVEY CONTROL
 BK1789  ___________________________________________________________________
 BK1789* NAD 83(1986)-  30 11 06.     (N)    093 51 23.     (W)     SCALED    
 BK1789* NAVD 88     -         7.20   (+/-2cm)      23.6    (feet)  VERTCON   
 BK1789  ___________________________________________________________________
 BK1789  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BK1789
 BK1789  VERT ORDER  -  ? (See Below)
 BK1789
 BK1789.The horizontal coordinates were scaled from a topographic map and have
 BK1789.an estimated accuracy of +/- 6 seconds.
 BK1789
 BK1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1789.The vertical order pertains to the NGVD 29 superseded value.
 BK1789
 BK1789.The geoid height was determined by GEOID03.
 BK1789
 BK1789;                    North         East    Units  Estimated Accuracy
 BK1789;SPC TX C     - 3,075,620.    1,323,410.      MT  (+/- 180 meters Scaled)
 BK1789
 BK1789                          SUPERSEDED SURVEY CONTROL
 BK1789
 BK1789  NGVD 29 (??/??/??)    7.157  (m)           23.48   (f) ADJUSTED    ?  
 BK1789
 BK1789.Superseded values are not recommended for survey control.
 BK1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1789.See file dsdata.txt to determine how the superseded data were derived.
 BK1789
 BK1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP175395(NAD 83)
 BK1789_MARKER: Q = CHISELED SQUARE
 BK1789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1789_SP_SET: CULVERT
 BK1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1789
 BK1789  HISTORY     - Date     Condition        Report By
 BK1789  HISTORY     - UNK      MONUMENTED       CGS
 BK1789  HISTORY     - 1966     MARK NOT FOUND   CGS
 BK1789
 BK1789                          STATION DESCRIPTION
 BK1789
 BK1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BK1789'10.0 MI NW FROM ORANGE.
 BK1789'10.0 MILES NORTHWEST ALONG THE ORANGE AND NORTHWESTERN RAILROAD FROM
 BK1789'ORANGE, ORANGE COUNTY, 2 POLES SOUTH OF MILEPOST C 479, AT A
 BK1789'CONCRETE-BOX CULVERT UNDER STATE HIGHWAY 62, AND IN THE CENTER OF THE
 BK1789'TOP OF THE EAST SIDE OF THE CULVERT.  A CHISELED SQUARE.  NOTE-- IT IS
 BK1789'BELIEVED THE MARK WAS DESTROYED DURING IMPROVEMENTS OF STATE HIGHWAY
 BK1789'62.  NOTE-- THIS MARK WAS FORMERLY PUBLISHED AS 21.7 USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1704 ***********************************************************************
 CS1704  DESIGNATION -  236
 CS1704  PID         -  CS1704
 CS1704  STATE/COUNTY-  TX/TARRANT
 CS1704  USGS QUAD   -  HALTOM CITY (1981)
 CS1704
 CS1704                         *CURRENT SURVEY CONTROL
 CS1704  ___________________________________________________________________
 CS1704* NAD 83(1986)-  32 46 28.     (N)    097 17 56.     (W)     SCALED    
 CS1704* NAVD 88     -       171.985  (meters)     564.25   (feet)  ADJUSTED  
 CS1704  ___________________________________________________________________
 CS1704  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1704  DYNAMIC HT  -         171.784 (meters)     563.59  (feet)  COMP
 CS1704  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 CS1704
 CS1704  VERT ORDER  -  FIRST     CLASS II
 CS1704
 CS1704.The horizontal coordinates were scaled from a topographic map and have
 CS1704.an estimated accuracy of +/- 6 seconds.
 CS1704
 CS1704.The orthometric height was determined by differential leveling
 CS1704.and adjusted by the National Geodetic Survey in June 1991..
 CS1704
 CS1704.The geoid height was determined by GEOID03.
 CS1704
 CS1704.The dynamic height is computed by dividing the NAVD 88
 CS1704.geopotential number by the normal gravity value computed on the
 CS1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1704.degrees latitude (g = 980.6199 gals.).
 CS1704
 CS1704.The modeled gravity was interpolated from observed gravity values.
 CS1704
 CS1704;                    North         East    Units  Estimated Accuracy
 CS1704;SPC TXNC     - 2,123,490.      712,520.      MT  (+/- 180 meters Scaled)
 CS1704
 CS1704                          SUPERSEDED SURVEY CONTROL
 CS1704
 CS1704  NGVD 29 (??/??/92)  171.983  (m)          564.25   (f) ADJ UNCH    1 2
 CS1704
 CS1704.Superseded values are not recommended for survey control.
 CS1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1704.See file dsdata.txt to determine how the superseded data were derived.
 CS1704
 CS1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB593275(NAD 83)
 CS1704_MARKER: DB = BENCH MARK DISK
 CS1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1704_STAMPING: 236 564.248
 CS1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1704+STABILITY: SURFACE MOTION
 CS1704
 CS1704  HISTORY     - Date     Condition        Report By
 CS1704  HISTORY     - UNK      MONUMENTED       TXGS
 CS1704  HISTORY     - 1956     GOOD             NGS
 CS1704  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1704  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1704  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1704
 CS1704                          STATION DESCRIPTION
 CS1704
 CS1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1704'IN FORT WORTH.
 CS1704'ABOUT 2 MILES NORTHEAST OF THE COUNTY COURT HOUSE IN FORT WORTH, NEAR
 CS1704'THE INTERSECTION OF BONIE BRAE AVENUE AND EAST BELKNAP STREET, ABOUT
 CS1704'0.15 MILE EAST OF THE RIVERSIDE DRIVE-EAST BELKNAP INTERSECTION.  IT
 CS1704'IS 1 FOOT SOUTH OF THE SOUTH EDGE OF THE WALK ON THE SOUTH SIDE OF
 CS1704'EAST BELKNAP, ABOUT 68 FEET WEST OF THE HOUSE NUMBERED 3328 WHICH IS
 CS1704'SMITH FUNERAL HOME, 16 FEET WEST OF THE WEST EDGE OF THE CURB AT THE
 CS1704'ENTRANCE DRIVE TO THE HOME, AND ABOUT 6 INCHES HIGHER THAN THE WALK. A
 CS1704'STANDARD TEXAS GEODETIC SURVEY DISK STAMPED 236 564.248 IN A CONCRETE
 CS1704'POST ABOUT 1 INCH BELOW THE SURFACE OF THE LAWN.
 CS1704
 CS1704                          STATION RECOVERY (1984)
 CS1704
 CS1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1704'MARK NOT FOUND.
 CS1704
 CS1704                          STATION RECOVERY (1989)
 CS1704
 CS1704'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLS)
 CS1704'MARK NOT FOUND.
 CS1704
 CS1704                          STATION RECOVERY (1996)
 CS1704
 CS1704'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0880 ***********************************************************************
 BZ0880  DESIGNATION -  236 GCSFRC
 BZ0880  PID         -  BZ0880
 BZ0880  STATE/COUNTY-  TX/MCLENNAN
 BZ0880  USGS QUAD   -  MOODY (1993)
 BZ0880
 BZ0880                         *CURRENT SURVEY CONTROL
 BZ0880  ___________________________________________________________________
 BZ0880* NAD 83(1986)-  31 20 40.     (N)    097 21 58.     (W)     SCALED    
 BZ0880* NAVD 88     -       243.132  (meters)     797.68   (feet)  ADJUSTED  
 BZ0880  ___________________________________________________________________
 BZ0880  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BZ0880  DYNAMIC HT  -         242.813 (meters)     796.63  (feet)  COMP
 BZ0880  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 BZ0880
 BZ0880  VERT ORDER  -  SECOND    CLASS 0
 BZ0880
 BZ0880.The horizontal coordinates were scaled from a topographic map and have
 BZ0880.an estimated accuracy of +/- 6 seconds.
 BZ0880
 BZ0880.The orthometric height was determined by differential leveling
 BZ0880.and adjusted by the National Geodetic Survey in June 1991..
 BZ0880
 BZ0880.The geoid height was determined by GEOID03.
 BZ0880
 BZ0880.The dynamic height is computed by dividing the NAVD 88
 BZ0880.geopotential number by the normal gravity value computed on the
 BZ0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0880.degrees latitude (g = 980.6199 gals.).
 BZ0880
 BZ0880.The modeled gravity was interpolated from observed gravity values.
 BZ0880
 BZ0880;                    North         East    Units  Estimated Accuracy
 BZ0880;SPC TX C     - 3,189,760.      982,300.      MT  (+/- 180 meters Scaled)
 BZ0880
 BZ0880                          SUPERSEDED SURVEY CONTROL
 BZ0880
 BZ0880  NGVD 29 (??/??/92)  243.083  (m)          797.51   (f) ADJ UNCH    2 0
 BZ0880
 BZ0880.Superseded values are not recommended for survey control.
 BZ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0880.See file dsdata.txt to determine how the superseded data were derived.
 BZ0880
 BZ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV554689(NAD 83)
 BZ0880_MARKER: Z = SEE DESCRIPTION
 BZ0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0880_SP_SET: MILEPOST
 BZ0880_STAMPING: 236
 BZ0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0880
 BZ0880  HISTORY     - Date     Condition        Report By
 BZ0880  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0880  HISTORY     - 1933     GOOD             NGS
 BZ0880  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0880  HISTORY     - 20010317 GOOD             USPSQD
 BZ0880
 BZ0880                          STATION DESCRIPTION
 BZ0880
 BZ0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0880'2.2 MI N FROM MOODY.
 BZ0880'2.2 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0880'MOODY, MCLENNAN COUNTY, AT MILEPOST 236, AND 13 FEET NORTHEAST OF THE
 BZ0880'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0880'236 AND PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0880
 BZ0880                          STATION RECOVERY (1995)
 BZ0880
 BZ0880'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0880'MARK NOT FOUND.
 BZ0880
 BZ0880                          STATION RECOVERY (2001)
 BZ0880
 BZ0880'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1280 ***********************************************************************
 CS1280  DESIGNATION -  2366
 CS1280  PID         -  CS1280
 CS1280  STATE/COUNTY-  TX/DALLAS
 CS1280  USGS QUAD   -  CARROLLTON (1981)
 CS1280
 CS1280                         *CURRENT SURVEY CONTROL
 CS1280  ___________________________________________________________________
 CS1280* NAD 83(1986)-  32 54 17.     (N)    097 00 00.     (W)     SCALED    
 CS1280* NAVD 88     -       147.502  (meters)     483.93   (feet)  ADJUSTED  
 CS1280  ___________________________________________________________________
 CS1280  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CS1280  DYNAMIC HT  -         147.333 (meters)     483.38  (feet)  COMP
 CS1280  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 CS1280
 CS1280  VERT ORDER  -  SECOND    CLASS 0
 CS1280
 CS1280.The horizontal coordinates were scaled from a topographic map and have
 CS1280.an estimated accuracy of +/- 6 seconds.
 CS1280
 CS1280.The orthometric height was determined by differential leveling
 CS1280.and adjusted by the National Geodetic Survey in June 1991..
 CS1280
 CS1280.The geoid height was determined by GEOID03.
 CS1280
 CS1280.The dynamic height is computed by dividing the NAVD 88
 CS1280.geopotential number by the normal gravity value computed on the
 CS1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1280.degrees latitude (g = 980.6199 gals.).
 CS1280
 CS1280.The modeled gravity was interpolated from observed gravity values.
 CS1280
 CS1280;                    North         East    Units  Estimated Accuracy
 CS1280;SPC TXNC     - 2,138,290.      740,310.      MT  (+/- 180 meters Scaled)
 CS1280
 CS1280                          SUPERSEDED SURVEY CONTROL
 CS1280
 CS1280  NGVD 29 (??/??/92)  147.474  (m)          483.84   (f) ADJ UNCH    2 0
 CS1280
 CS1280.Superseded values are not recommended for survey control.
 CS1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1280.See file dsdata.txt to determine how the superseded data were derived.
 CS1280
 CS1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB870424(NAD 83)
 CS1280_MARKER: DD = SURVEY DISK
 CS1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1280_STAMPING: STA NO. 2366
 CS1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1280+STABILITY: SURFACE MOTION
 CS1280
 CS1280  HISTORY     - Date     Condition        Report By
 CS1280  HISTORY     - UNK      MONUMENTED       TXGS
 CS1280  HISTORY     - 1973     GOOD             NGS
 CS1280  HISTORY     - 20000209 GOOD             USPSQD
 CS1280
 CS1280                          STATION DESCRIPTION
 CS1280
 CS1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CS1280'7.5 MI SE FROM GRAPEVINE.
 CS1280'IN DALLAS COUNTY, ONE BLOCK WEST ALONG E. TEXAS STREET FROM THE U.S.
 CS1280'POST OFFICE AT GRAPEVINE, THENCE 1.1 MILES SOUTH ALONG MAIN STREET,
 CS1280'THENCE 5.4 MILES EAST ALONG STATE HIGHWAY 114, THENCE 0.4 MILES SOUTH
 CS1280'ALONG BELT LINE RD., AND THENCE 0.6 MILE WEST ALONG CABELL DR., 48
 CS1280'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 84 FEET EAST OF THE AIRPORT
 CS1280'FENCE, 10 FEET NW OF A WHITE METAL WITNESS POST, AND 3 FEET LOWER THAN
 CS1280'THE ROAD.  A USC AND GS AND SS STANDARD DISK STAMPED STA NO. 2366 AND
 CS1280'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 CS1280
 CS1280                          STATION RECOVERY (2000)
 CS1280
 CS1280'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1898 ***********************************************************************
 CS1898  DESIGNATION -  2368
 CS1898  PID         -  CS1898
 CS1898  STATE/COUNTY-  TX/DALLAS
 CS1898  USGS QUAD   -  GRAPEVINE (1981)
 CS1898
 CS1898                         *CURRENT SURVEY CONTROL
 CS1898  ___________________________________________________________________
 CS1898* NAD 83(1986)-  32 54 47.     (N)    097 01 14.     (W)     SCALED    
 CS1898* NAVD 88     -       165.167  (meters)     541.89   (feet)  ADJUSTED  
 CS1898  ___________________________________________________________________
 CS1898  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CS1898  DYNAMIC HT  -         164.977 (meters)     541.26  (feet)  COMP
 CS1898  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CS1898
 CS1898  VERT ORDER  -  SECOND    CLASS 0
 CS1898
 CS1898.The horizontal coordinates were scaled from a topographic map and have
 CS1898.an estimated accuracy of +/- 6 seconds.
 CS1898
 CS1898.The orthometric height was determined by differential leveling
 CS1898.and adjusted by the National Geodetic Survey in June 1991..
 CS1898
 CS1898.The geoid height was determined by GEOID03.
 CS1898
 CS1898.The dynamic height is computed by dividing the NAVD 88
 CS1898.geopotential number by the normal gravity value computed on the
 CS1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1898.degrees latitude (g = 980.6199 gals.).
 CS1898
 CS1898.The modeled gravity was interpolated from observed gravity values.
 CS1898
 CS1898;                    North         East    Units  Estimated Accuracy
 CS1898;SPC TXNC     - 2,139,190.      738,370.      MT  (+/- 180 meters Scaled)
 CS1898
 CS1898                          SUPERSEDED SURVEY CONTROL
 CS1898
 CS1898  NGVD 29 (??/??/92)  165.141  (m)          541.80   (f) ADJ UNCH    2 0
 CS1898
 CS1898.Superseded values are not recommended for survey control.
 CS1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1898.See file dsdata.txt to determine how the superseded data were derived.
 CS1898
 CS1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB851433(NAD 83)
 CS1898_MARKER: DB = BENCH MARK DISK
 CS1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1898_STAMPING: 2368
 CS1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1898+STABILITY: SURFACE MOTION
 CS1898
 CS1898  HISTORY     - Date     Condition        Report By
 CS1898  HISTORY     - UNK      MONUMENTED       TXGS
 CS1898  HISTORY     - 1968     GOOD             NGS
 CS1898  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1898  HISTORY     - 20010730 MARK NOT FOUND   NGS
 CS1898
 CS1898                          STATION DESCRIPTION
 CS1898
 CS1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CS1898'4.1 MI SE FROM GRAPEVINE.
 CS1898'IN DALLAS COUNTY, 0.2 MILE NORTH ALONG MAIN STREET FROM THE FIRST
 CS1898'NATIONAL BANK AT GRAPEVINE, THENCE 4.2 MILES SOUTHEAST ALONG STATE
 CS1898'HIGHWAY 114, AT THE JUNCTION OF A PRIVATE ROAD, AND 13 FEET SOUTHEAST
 CS1898'OF A FENCE CORNER.  A STATE SURVEY STANDARD DISK STAMPED 2368 AND SET
 CS1898'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND. NOTE--
 CS1898'TITLED DUE TO SOIL EROSION, TO REACH FROM THE FIRST NATIONAL BANK IN
 CS1898'GRAPEVINE, GO NORTH 0.2 MILE TO JUNCTION OF STATE HIGHWAYS 114 AND
 CS1898'121, THENCE EAST ON THE HIGHWAYS FOR 0.6 MILE TO WHERE THEY SEPARATE,
 CS1898'THENCE SOUTHEAST ALONG STATE HIGHWAY 114 FOR 3.5 MILES TO MARK ON THE
 CS1898'RIGHT.
 CS1898
 CS1898                          STATION RECOVERY (1990)
 CS1898
 CS1898'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 CS1898'MARK NOT FOUND.
 CS1898
 CS1898                          STATION RECOVERY (2001)
 CS1898
 CS1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS1898'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1859 ***********************************************************************
 CS1859  DESIGNATION -  237
 CS1859  PID         -  CS1859
 CS1859  STATE/COUNTY-  TX/TARRANT
 CS1859  USGS QUAD   -  HALTOM CITY (1981)
 CS1859
 CS1859                         *CURRENT SURVEY CONTROL
 CS1859  ___________________________________________________________________
 CS1859* NAD 83(1986)-  32 46 42.     (N)    097 17 37.     (W)     SCALED    
 CS1859* NAVD 88     -       171.550  (meters)     562.83   (feet)  ADJUSTED  
 CS1859  ___________________________________________________________________
 CS1859  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CS1859  DYNAMIC HT  -         171.349 (meters)     562.17  (feet)  COMP
 CS1859  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 CS1859
 CS1859  VERT ORDER  -  SECOND    CLASS 0
 CS1859
 CS1859.The horizontal coordinates were scaled from a topographic map and have
 CS1859.an estimated accuracy of +/- 6 seconds.
 CS1859
 CS1859.The orthometric height was determined by differential leveling
 CS1859.and adjusted by the National Geodetic Survey in June 1991..
 CS1859
 CS1859.The geoid height was determined by GEOID03.
 CS1859
 CS1859.The dynamic height is computed by dividing the NAVD 88
 CS1859.geopotential number by the normal gravity value computed on the
 CS1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1859.degrees latitude (g = 980.6199 gals.).
 CS1859
 CS1859.The modeled gravity was interpolated from observed gravity values.
 CS1859
 CS1859;                    North         East    Units  Estimated Accuracy
 CS1859;SPC TXNC     - 2,123,920.      713,010.      MT  (+/- 180 meters Scaled)
 CS1859
 CS1859                          SUPERSEDED SURVEY CONTROL
 CS1859
 CS1859  NGVD 29 (??/??/92)  171.55   (m)          562.8    (f) COMPUTED    2 0
 CS1859
 CS1859.Superseded values are not recommended for survey control.
 CS1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1859.See file dsdata.txt to determine how the superseded data were derived.
 CS1859
 CS1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB598280(NAD 83)
 CS1859_MARKER: DB = BENCH MARK DISK
 CS1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1859_STAMPING: 237
 CS1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1859+STABILITY: SURFACE MOTION
 CS1859
 CS1859  HISTORY     - Date     Condition        Report By
 CS1859  HISTORY     - UNK      MONUMENTED       TXGS
 CS1859  HISTORY     - 1934     GOOD             NGS
 CS1859
 CS1859                          STATION DESCRIPTION
 CS1859
 CS1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CS1859'IN FT WORTH.
 CS1859'ABOUT 1 MILE EAST ON THE HIGHWAY FROM THE EAST END OF THE NEW VIADUCT.
 CS1859'ON THE NORTH SIDE OF THE STREET FROM THE CENTER OF THE SYLVANIA PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0878 ***********************************************************************
 BZ0878  DESIGNATION -  237 GCSFRC
 BZ0878  PID         -  BZ0878
 BZ0878  STATE/COUNTY-  TX/MCLENNAN
 BZ0878  USGS QUAD   -  EAGLE SPRINGS (1965)
 BZ0878
 BZ0878                         *CURRENT SURVEY CONTROL
 BZ0878  ___________________________________________________________________
 BZ0878* NAD 83(1986)-  31 21 18.     (N)    097 22 41.     (W)     SCALED    
 BZ0878* NAVD 88     -       229.084  (meters)     751.59   (feet)  ADJUSTED  
 BZ0878  ___________________________________________________________________
 BZ0878  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BZ0878  DYNAMIC HT  -         228.783 (meters)     750.60  (feet)  COMP
 BZ0878  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 BZ0878
 BZ0878  VERT ORDER  -  SECOND    CLASS 0
 BZ0878
 BZ0878.The horizontal coordinates were scaled from a topographic map and have
 BZ0878.an estimated accuracy of +/- 6 seconds.
 BZ0878
 BZ0878.The orthometric height was determined by differential leveling
 BZ0878.and adjusted by the National Geodetic Survey in June 1991..
 BZ0878
 BZ0878.The geoid height was determined by GEOID03.
 BZ0878
 BZ0878.The dynamic height is computed by dividing the NAVD 88
 BZ0878.geopotential number by the normal gravity value computed on the
 BZ0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0878.degrees latitude (g = 980.6199 gals.).
 BZ0878
 BZ0878.The modeled gravity was interpolated from observed gravity values.
 BZ0878
 BZ0878;                    North         East    Units  Estimated Accuracy
 BZ0878;SPC TX C     - 3,190,900.      981,130.      MT  (+/- 180 meters Scaled)
 BZ0878
 BZ0878                          SUPERSEDED SURVEY CONTROL
 BZ0878
 BZ0878  NGVD 29 (??/??/92)  229.035  (m)          751.43   (f) ADJ UNCH    2 0
 BZ0878
 BZ0878.Superseded values are not recommended for survey control.
 BZ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0878.See file dsdata.txt to determine how the superseded data were derived.
 BZ0878
 BZ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV542700(NAD 83)
 BZ0878_MARKER: Z = SEE DESCRIPTION
 BZ0878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0878_SP_SET: MILEPOST
 BZ0878_STAMPING: 237
 BZ0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0878+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BZ0878
 BZ0878  HISTORY     - Date     Condition        Report By
 BZ0878  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0878  HISTORY     - 1933     GOOD             NGS
 BZ0878  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0878  HISTORY     - 20010317 GOOD             USPSQD
 BZ0878  HISTORY     - 20050728 GOOD             USPSQD
 BZ0878
 BZ0878                          STATION DESCRIPTION
 BZ0878
 BZ0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0878'3.2 MI N FROM MOODY.
 BZ0878'3.2 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0878'MOODY, MCLENNAN COUNTY, AT MILEPOST 237, AND 14 FEET EAST OF THE
 BZ0878'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0878'237 AND PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0878
 BZ0878                          STATION RECOVERY (1995)
 BZ0878
 BZ0878'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0878'MARK NOT FOUND.
 BZ0878
 BZ0878                          STATION RECOVERY (2001)
 BZ0878
 BZ0878'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0878'RECOVERED IN GOOD CONDITION.
 BZ0878
 BZ0878                          STATION RECOVERY (2005)
 BZ0878
 BZ0878'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0020 ***********************************************************************
 AJ0020  DESIGNATION -  237 RESET 1950
 AJ0020  PID         -  AJ0020
 AJ0020  STATE/COUNTY-  TX/JIM WELLS
 AJ0020  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0020
 AJ0020                         *CURRENT SURVEY CONTROL
 AJ0020  ___________________________________________________________________
 AJ0020* NAD 83(1986)-  27 44 57.     (N)    098 06 52.     (W)     SCALED    
 AJ0020* NAVD 88     -        71.720  (meters)     235.30   (feet)  ADJUSTED  
 AJ0020  ___________________________________________________________________
 AJ0020  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AJ0020  DYNAMIC HT  -          71.609 (meters)     234.94  (feet)  COMP
 AJ0020  MODELED GRAV-     979,096.8   (mgal)                       NAVD 88
 AJ0020
 AJ0020  VERT ORDER  -  FIRST     CLASS II
 AJ0020
 AJ0020.The horizontal coordinates were scaled from a topographic map and have
 AJ0020.an estimated accuracy of +/- 6 seconds.
 AJ0020
 AJ0020.The orthometric height was determined by differential leveling
 AJ0020.and adjusted by the National Geodetic Survey in June 1991..
 AJ0020
 AJ0020.The geoid height was determined by GEOID03.
 AJ0020
 AJ0020.The dynamic height is computed by dividing the NAVD 88
 AJ0020.geopotential number by the normal gravity value computed on the
 AJ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0020.degrees latitude (g = 980.6199 gals.).
 AJ0020
 AJ0020.The modeled gravity was interpolated from observed gravity values.
 AJ0020
 AJ0020;                    North         East    Units  Estimated Accuracy
 AJ0020;SPC TX S     - 5,230,790.      338,010.      MT  (+/- 180 meters Scaled)
 AJ0020
 AJ0020                          SUPERSEDED SURVEY CONTROL
 AJ0020
 AJ0020  NGVD 29 (??/??/92)   71.805  (m)          235.58   (f) ADJ UNCH    1 2
 AJ0020
 AJ0020.Superseded values are not recommended for survey control.
 AJ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0020.See file dsdata.txt to determine how the superseded data were derived.
 AJ0020
 AJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR872697(NAD 83)
 AJ0020_MARKER: DD = SURVEY DISK
 AJ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0020_STAMPING: 237 RESET 1950
 AJ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0020+STABILITY: SURFACE MOTION
 AJ0020
 AJ0020  HISTORY     - Date     Condition        Report By
 AJ0020  HISTORY     - 1950     MONUMENTED       USGS
 AJ0020  HISTORY     - 1951     GOOD             NGS
 AJ0020
 AJ0020                          STATION DESCRIPTION
 AJ0020
 AJ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AJ0020'2.35 MI W FROM ALICE.
 AJ0020'2.35 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0020'ALICE, 220 FEET SOUTHWEST OF MILEPOST 117, 300 FEET WEST OF THE CENTER
 AJ0020'LINE OF A PRIVATE DRIVEWAY, 80 FEET SOUTH OF THE CENTER LINE OF U.S.
 AJ0020'HIGHWAY 59, 1 FOOT NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST,
 AJ0020'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AJ0020'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1886 ***********************************************************************
 BK1886  DESIGNATION -  237.25 ATSFRR
 BK1886  PID         -  BK1886
 BK1886  STATE/COUNTY-  TX/JASPER
 BK1886  USGS QUAD   -  JASPER EAST (1984)
 BK1886
 BK1886                         *CURRENT SURVEY CONTROL
 BK1886  ___________________________________________________________________
 BK1886* NAD 83(1986)-  30 55 07.     (N)    093 59 06.     (W)     SCALED    
 BK1886* NAVD 88     -        72.61   (+/-2cm)     238.2    (feet)  VERTCON   
 BK1886  ___________________________________________________________________
 BK1886  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BK1886
 BK1886  VERT ORDER  -  ? (See Below)
 BK1886
 BK1886.The horizontal coordinates were scaled from a topographic map and have
 BK1886.an estimated accuracy of +/- 6 seconds.
 BK1886
 BK1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1886.The vertical order pertains to the NGVD 29 superseded value.
 BK1886
 BK1886.The geoid height was determined by GEOID03.
 BK1886
 BK1886;                    North         East    Units  Estimated Accuracy
 BK1886;SPC TX C     - 3,156,090.    1,306,410.      MT  (+/- 180 meters Scaled)
 BK1886
 BK1886                          SUPERSEDED SURVEY CONTROL
 BK1886
 BK1886  NGVD 29 (??/??/??)   72.609  (m)          238.22   (f) ADJUSTED    ?  
 BK1886
 BK1886.Superseded values are not recommended for survey control.
 BK1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1886.See file dsdata.txt to determine how the superseded data were derived.
 BK1886
 BK1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ058209(NAD 83)
 BK1886_MARKER: Z = SEE DESCRIPTION
 BK1886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1886_SP_SET: RAIL
 BK1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1886
 BK1886  HISTORY     - Date     Condition        Report By
 BK1886  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1886  HISTORY     - 1932     GOOD             CGS
 BK1886  HISTORY     - 1934     GOOD             CGS
 BK1886
 BK1886                          STATION DESCRIPTION
 BK1886
 BK1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1886'0.6 MI S FROM JASPER.
 BK1886'0.6 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1886'STATION AT JASPER, JASPER COUNTY, 90 FEET NORTHWEST OF MILE RAIL 73,
 BK1886'35 FEET WEST OF THE TRACK, AND 2 FEET WEST OF MILE POLE 73.  THE TOP
 BK1886'OF A VERTICAL RAIL PROJECTING 1 FOOT ABOVE GROUND.
 BK1886
 BK1886                          STATION RECOVERY (1934)
 BK1886
 BK1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1298 ***********************************************************************
 CS1298  DESIGNATION -  2377
 CS1298  PID         -  CS1298
 CS1298  STATE/COUNTY-  TX/DALLAS
 CS1298  USGS QUAD   -  CARROLLTON (1981)
 CS1298
 CS1298                         *CURRENT SURVEY CONTROL
 CS1298  ___________________________________________________________________
 CS1298* NAD 83(1986)-  32 56 35.     (N)    096 54 02.     (W)     SCALED    
 CS1298* NAVD 88     -       144.014  (meters)     472.49   (feet)  ADJUSTED  
 CS1298  ___________________________________________________________________
 CS1298  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CS1298  DYNAMIC HT  -         143.850 (meters)     471.95  (feet)  COMP
 CS1298  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 CS1298
 CS1298  VERT ORDER  -  SECOND    CLASS 0
 CS1298
 CS1298.The horizontal coordinates were scaled from a topographic map and have
 CS1298.an estimated accuracy of +/- 6 seconds.
 CS1298
 CS1298.The orthometric height was determined by differential leveling
 CS1298.and adjusted by the National Geodetic Survey in June 1991..
 CS1298
 CS1298.The geoid height was determined by GEOID03.
 CS1298
 CS1298.The dynamic height is computed by dividing the NAVD 88
 CS1298.geopotential number by the normal gravity value computed on the
 CS1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1298.degrees latitude (g = 980.6199 gals.).
 CS1298
 CS1298.The modeled gravity was interpolated from observed gravity values.
 CS1298
 CS1298;                    North         East    Units  Estimated Accuracy
 CS1298;SPC TXNC     - 2,142,680.      749,550.      MT  (+/- 180 meters Scaled)
 CS1298
 CS1298                          SUPERSEDED SURVEY CONTROL
 CS1298
 CS1298  NGVD 29 (??/??/92)  144.017  (m)          472.50   (f) ADJ UNCH    2 0
 CS1298
 CS1298.Superseded values are not recommended for survey control.
 CS1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1298.See file dsdata.txt to determine how the superseded data were derived.
 CS1298
 CS1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB962469(NAD 83)
 CS1298_MARKER: DD = SURVEY DISK
 CS1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1298_SP_SET: CONCRETE POST
 CS1298_STAMPING: 2377
 CS1298_MARK LOGO: TXGS  
 CS1298_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1298+STABILITY: SURFACE MOTION
 CS1298
 CS1298  HISTORY     - Date     Condition        Report By
 CS1298  HISTORY     - UNK      MONUMENTED       TXGS
 CS1298  HISTORY     - 1954     GOOD             NGS
 CS1298  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1298  HISTORY     - 19910316 MARK NOT FOUND   LOCENG
 CS1298
 CS1298                          STATION DESCRIPTION
 CS1298
 CS1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CS1298'1.4 MI N FROM FARMERS BRANCH.
 CS1298'1.4 MILES NORTH ALONG THE M.K.T.R.R. FROM THE STATION AT FARMERS
 CS1298'BRANCH, DALLAS COUNTY, 31 FEET EAST OF THE CENTERLINE OF THE OLD
 CS1298'DENTON ROAD, 11.7 FEET WEST OF THE WEST RAIL, ON THE EDGE OF THE
 CS1298'RAILROAD FILL 1 FOOT SOUTH OF A 4 X 4 WITNESS POST, 63 YARDS NORTH OF
 CS1298'A PRIVATE ROAD CROSSING THE TRACKS AND IS FLUSH WITH THE SURFACE OF
 CS1298'THE FILL.  A STANDARD STATE SURVEY DISK STAMPED 2377 AND SET IN THE
 CS1298'TOP OF A CONCRETE POST.
 CS1298
 CS1298                          STATION RECOVERY (1958)
 CS1298
 CS1298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1298'MARK NOT FOUND.
 CS1298
 CS1298                          STATION RECOVERY (1991)
 CS1298
 CS1298'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 CS1298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0877 ***********************************************************************
 BZ0877  DESIGNATION -  238 GCSFRC
 BZ0877  PID         -  BZ0877
 BZ0877  STATE/COUNTY-  TX/MCLENNAN
 BZ0877  USGS QUAD   -  EAGLE SPRINGS (1965)
 BZ0877
 BZ0877                         *CURRENT SURVEY CONTROL
 BZ0877  ___________________________________________________________________
 BZ0877* NAD 83(1986)-  31 22 10.     (N)    097 22 53.     (W)     SCALED    
 BZ0877* NAVD 88     -       214.742  (meters)     704.53   (feet)  ADJUSTED  
 BZ0877  ___________________________________________________________________
 BZ0877  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BZ0877  DYNAMIC HT  -         214.461 (meters)     703.61  (feet)  COMP
 BZ0877  MODELED GRAV-     979,324.3   (mgal)                       NAVD 88
 BZ0877
 BZ0877  VERT ORDER  -  SECOND    CLASS 0
 BZ0877
 BZ0877.The horizontal coordinates were scaled from a topographic map and have
 BZ0877.an estimated accuracy of +/- 6 seconds.
 BZ0877
 BZ0877.The orthometric height was determined by differential leveling
 BZ0877.and adjusted by the National Geodetic Survey in June 1991..
 BZ0877
 BZ0877.The geoid height was determined by GEOID03.
 BZ0877
 BZ0877.The dynamic height is computed by dividing the NAVD 88
 BZ0877.geopotential number by the normal gravity value computed on the
 BZ0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0877.degrees latitude (g = 980.6199 gals.).
 BZ0877
 BZ0877.The modeled gravity was interpolated from observed gravity values.
 BZ0877
 BZ0877;                    North         East    Units  Estimated Accuracy
 BZ0877;SPC TX C     - 3,192,490.      980,770.      MT  (+/- 180 meters Scaled)
 BZ0877
 BZ0877                          SUPERSEDED SURVEY CONTROL
 BZ0877
 BZ0877  NGVD 29 (??/??/92)  214.697  (m)          704.39   (f) ADJ UNCH    2 0
 BZ0877
 BZ0877.Superseded values are not recommended for survey control.
 BZ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0877.See file dsdata.txt to determine how the superseded data were derived.
 BZ0877
 BZ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV539716(NAD 83)
 BZ0877_MARKER: Z = SEE DESCRIPTION
 BZ0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0877_SP_SET: MILEPOST
 BZ0877_STAMPING: 238
 BZ0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0877
 BZ0877  HISTORY     - Date     Condition        Report By
 BZ0877  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0877  HISTORY     - 1933     GOOD             NGS
 BZ0877  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0877  HISTORY     - 20010317 GOOD             USPSQD
 BZ0877
 BZ0877                          STATION DESCRIPTION
 BZ0877
 BZ0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0877'4.2 MI N FROM MOODY.
 BZ0877'4.2 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0877'MOODY, MCLENNAN COUNTY, AT MILEPOST 238, AND 14 FEET EAST OF THE
 BZ0877'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0877'238 AND PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0877
 BZ0877                          STATION RECOVERY (1995)
 BZ0877
 BZ0877'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0877'MARK NOT FOUND.
 BZ0877
 BZ0877                          STATION RECOVERY (2001)
 BZ0877
 BZ0877'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1023 ***********************************************************************
 BY1023  DESIGNATION -  238.173
 BY1023  PID         -  BY1023
 BY1023  STATE/COUNTY-  TX/NACOGDOCHES
 BY1023  USGS QUAD   -  PLATT (1980)
 BY1023
 BY1023                         *CURRENT SURVEY CONTROL
 BY1023  ___________________________________________________________________
 BY1023* NAD 83(1986)-  31 26 28.     (N)    094 30 12.     (W)     SCALED    
 BY1023* NAVD 88     -        72.50   (+/-2cm)     237.9    (feet)  VERTCON   
 BY1023  ___________________________________________________________________
 BY1023  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BY1023
 BY1023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1023
 BY1023.The horizontal coordinates were scaled from a topographic map and have
 BY1023.an estimated accuracy of +/- 6 seconds.
 BY1023
 BY1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1023.The vertical order pertains to the NGVD 29 superseded value.
 BY1023
 BY1023.The geoid height was determined by GEOID03.
 BY1023
 BY1023;                    North         East    Units  Estimated Accuracy
 BY1023;SPC TX C     - 3,211,230.    1,253,910.      MT  (+/- 180 meters Scaled)
 BY1023
 BY1023                          SUPERSEDED SURVEY CONTROL
 BY1023
 BY1023  NGVD 29 (??/??/92)   72.552  (m)          238.03   (f) ADJ UNCH    2 0
 BY1023
 BY1023.Superseded values are not recommended for survey control.
 BY1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1023.See file dsdata.txt to determine how the superseded data were derived.
 BY1023
 BY1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ571794(NAD 83)
 BY1023_MARKER: N = NAIL
 BY1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1023_SP_SET: TREE
 BY1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1023
 BY1023  HISTORY     - Date     Condition        Report By
 BY1023  HISTORY     - UNK      MONUMENTED       USGS
 BY1023  HISTORY     - 1948     GOOD             NGS
 BY1023  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1023
 BY1023                          STATION DESCRIPTION
 BY1023
 BY1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1023'5.0 MI S FROM WODEN.
 BY1023'5.0 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1023'WODEN, 278.0 FEET SOUTHEAST OF BENCH MARK M 893, 31.0 FEET WEST OF THE
 BY1023'CENTER LINE OF THE ROAD, 4.7 FEET WEST OF A FENCE CORNER POST, 2.3
 BY1023'FEET SOUTH OF A FENCE, AND IN THE TOP OF THE EAST ROOT OF A 16-INCH
 BY1023'GUM TREE.
 BY1023
 BY1023                          STATION RECOVERY (1998)
 BY1023
 BY1023'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2778 ***********************************************************************
 AW2778  DESIGNATION -  239
 AW2778  PID         -  AW2778
 AW2778  STATE/COUNTY-  TX/CHAMBERS
 AW2778  USGS QUAD   -  MONROE CITY (1994)
 AW2778
 AW2778                         *CURRENT SURVEY CONTROL
 AW2778  ___________________________________________________________________
 AW2778* NAD 83(1986)-  29 47 09.     (N)    094 35 10.     (W)     SCALED    
 AW2778* NAVD 88     -         8.50   (+/-2cm)      27.9    (feet)  VERTCON   
 AW2778  ___________________________________________________________________
 AW2778  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2778
 AW2778  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2778
 AW2778.The horizontal coordinates were scaled from a topographic map and have
 AW2778.an estimated accuracy of +/- 6 seconds.
 AW2778
 AW2778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2778.The vertical order pertains to the NGVD 29 superseded value.
 AW2778
 AW2778.The geoid height was determined by GEOID03.
 AW2778
 AW2778;                    North         East    Units  Estimated Accuracy
 AW2778;SPC TXSC     - 4,224,440.    1,026,650.      MT  (+/- 180 meters Scaled)
 AW2778
 AW2778                          SUPERSEDED SURVEY CONTROL
 AW2778
 AW2778  NGVD 29 (??/??/92)    8.499  (m)           27.88   (f) ADJ UNCH    1 2
 AW2778
 AW2778.Superseded values are not recommended for survey control.
 AW2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2778.See file dsdata.txt to determine how the superseded data were derived.
 AW2778
 AW2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN466961(NAD 83)
 AW2778_MARKER: P = PIPE CAP
 AW2778_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2778_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2778
 AW2778  HISTORY     - Date     Condition        Report By
 AW2778  HISTORY     - UNK      MONUMENTED       USGS
 AW2778  HISTORY     - 1959     GOOD             NGS
 AW2778  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2778  HISTORY     - 19961014 MARK NOT FOUND   USPSQD
 AW2778  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2778  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW2778  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AW2778
 AW2778                          STATION DESCRIPTION
 AW2778
 AW2778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2778'0.25 MI N FROM MONROE CITY.
 AW2778'ABOUT 0.05 MILE WEST ALONG STATE HIGHWAY 73T FROM THE POSTOFFICE AT
 AW2778'MONROE CITY, THENCE ABOUT 0.2 MILE NORTH ALONG A PAVED ROAD, AT THE
 AW2778'SUN OIL COMPANY WAREHOUSE, 94 FEET NORTHWEST OF THE NORTHWEST CORENR
 AW2778'OF THE BUILDING, 9.3 FEET NORTH OF THE NORTH SIDE OF A SMALL BUILDING,
 AW2778'9.3 FEET SOUTHWEST OF THE SOUTHEAST PIPE LEG OF A WATER TOWER, 9.2
 AW2778'FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL WELL HOUSE, 9.8 FEET
 AW2778'EAST OF A FENCE, AND ON THE NORTH EDGE OF A 4-INCH COUPLING ON THE TOP
 AW2778'OF A 4-INCH WATER PIPE PROJECTING 8 INCHES.  NOTE-- THIS PIPE IS
 AW2778'LEANING ABOUT 20 DEG.
 AW2778
 AW2778                          STATION RECOVERY (1990)
 AW2778
 AW2778'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW2778'MARK NOT FOUND.
 AW2778
 AW2778                          STATION RECOVERY (1996)
 AW2778
 AW2778'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2778'MARK NOT FOUND.
 AW2778
 AW2778                          STATION RECOVERY (2001)
 AW2778
 AW2778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2778'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2778
 AW2778                          STATION RECOVERY (2004)
 AW2778
 AW2778'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2778'MARK NOT FOUND.
 AW2778
 AW2778                          STATION RECOVERY (2004)
 AW2778
 AW2778'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AW2778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0875 ***********************************************************************
 BZ0875  DESIGNATION -  239 GCSFRC
 BZ0875  PID         -  BZ0875
 BZ0875  STATE/COUNTY-  TX/MCLENNAN
 BZ0875  USGS QUAD   -  MC GREGOR (1993)
 BZ0875
 BZ0875                         *CURRENT SURVEY CONTROL
 BZ0875  ___________________________________________________________________
 BZ0875* NAD 83(1986)-  31 23 02.     (N)    097 22 53.     (W)     SCALED    
 BZ0875* NAVD 88     -       204.774  (meters)     671.83   (feet)  ADJUSTED  
 BZ0875  ___________________________________________________________________
 BZ0875  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BZ0875  DYNAMIC HT  -         204.506 (meters)     670.95  (feet)  COMP
 BZ0875  MODELED GRAV-     979,326.6   (mgal)                       NAVD 88
 BZ0875
 BZ0875  VERT ORDER  -  SECOND    CLASS 0
 BZ0875
 BZ0875.The horizontal coordinates were scaled from a topographic map and have
 BZ0875.an estimated accuracy of +/- 6 seconds.
 BZ0875
 BZ0875.The orthometric height was determined by differential leveling
 BZ0875.and adjusted by the National Geodetic Survey in June 1991..
 BZ0875
 BZ0875.The geoid height was determined by GEOID03.
 BZ0875
 BZ0875.The dynamic height is computed by dividing the NAVD 88
 BZ0875.geopotential number by the normal gravity value computed on the
 BZ0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0875.degrees latitude (g = 980.6199 gals.).
 BZ0875
 BZ0875.The modeled gravity was interpolated from observed gravity values.
 BZ0875
 BZ0875;                    North         East    Units  Estimated Accuracy
 BZ0875;SPC TX C     - 3,194,090.      980,730.      MT  (+/- 180 meters Scaled)
 BZ0875
 BZ0875                          SUPERSEDED SURVEY CONTROL
 BZ0875
 BZ0875  NGVD 29 (??/??/92)  204.731  (m)          671.69   (f) ADJ UNCH    2 0
 BZ0875
 BZ0875.Superseded values are not recommended for survey control.
 BZ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0875.See file dsdata.txt to determine how the superseded data were derived.
 BZ0875
 BZ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV539732(NAD 83)
 BZ0875_MARKER: Z = SEE DESCRIPTION
 BZ0875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0875_SP_SET: MILEPOST
 BZ0875_STAMPING: 239
 BZ0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0875
 BZ0875  HISTORY     - Date     Condition        Report By
 BZ0875  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0875  HISTORY     - 1933     GOOD             NGS
 BZ0875  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0875  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0875  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0875
 BZ0875                          STATION DESCRIPTION
 BZ0875
 BZ0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0875'4.1 MI S FROM MCGREGOR.
 BZ0875'4.1 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0875'MCGREGOR, MCLENNAN COUNTY, AT MILEPOST 239, AND 14 FEET EAST OF THE
 BZ0875'CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL, MARKED
 BZ0875'239 AND PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0875
 BZ0875                          STATION RECOVERY (1995)
 BZ0875
 BZ0875'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0875'MARK NOT FOUND.
 BZ0875
 BZ0875                          STATION RECOVERY (2001)
 BZ0875
 BZ0875'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0875'MARK NOT FOUND.
 BZ0875
 BZ0875                          STATION RECOVERY (2003)
 BZ0875
 BZ0875'RECOVERY NOTE BY US POWER SQUADRON 2003
 BZ0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0053 ***********************************************************************
 BO0053  DESIGNATION -  2398.3
 BO0053  PID         -  BO0053
 BO0053  STATE/COUNTY-  TX/EDWARDS
 BO0053  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0053
 BO0053                         *CURRENT SURVEY CONTROL
 BO0053  ___________________________________________________________________
 BO0053* NAD 83(1986)-  30 00 17.     (N)    100 12 19.     (W)     SCALED    
 BO0053* NAVD 88     -       731.760  (meters)    2400.78   (feet)  ADJUSTED  
 BO0053  ___________________________________________________________________
 BO0053  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BO0053  DYNAMIC HT  -         730.671 (meters)    2397.21  (feet)  COMP
 BO0053  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 BO0053
 BO0053  VERT ORDER  -  SECOND    CLASS 0
 BO0053
 BO0053.The horizontal coordinates were scaled from a topographic map and have
 BO0053.an estimated accuracy of +/- 6 seconds.
 BO0053
 BO0053.The orthometric height was determined by differential leveling
 BO0053.and adjusted by the National Geodetic Survey in June 1991..
 BO0053
 BO0053.The geoid height was determined by GEOID03.
 BO0053
 BO0053.The dynamic height is computed by dividing the NAVD 88
 BO0053.geopotential number by the normal gravity value computed on the
 BO0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0053.degrees latitude (g = 980.6199 gals.).
 BO0053
 BO0053.The modeled gravity was interpolated from observed gravity values.
 BO0053
 BO0053;                    North         East    Units  Estimated Accuracy
 BO0053;SPC TXSC     - 4,241,250.      483,720.      MT  (+/- 180 meters Scaled)
 BO0053
 BO0053                          SUPERSEDED SURVEY CONTROL
 BO0053
 BO0053  NGVD 29 (??/??/92)  731.689  (m)         2400.55   (f) ADJ UNCH    2 0
 BO0053
 BO0053.Superseded values are not recommended for survey control.
 BO0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0053.See file dsdata.txt to determine how the superseded data were derived.
 BO0053
 BO0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU837199(NAD 83)
 BO0053_MARKER: Q = CHISELED SQUARE
 BO0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0053_SP_SET: PARAPET
 BO0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0053
 BO0053  HISTORY     - Date     Condition        Report By
 BO0053  HISTORY     - UNK      MONUMENTED       USGS
 BO0053  HISTORY     - 1939     GOOD             NGS
 BO0053
 BO0053                          STATION DESCRIPTION
 BO0053
 BO0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BO0053'0.9 MI SE FROM ROCK SPRINGS.
 BO0053'0.9 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 BO0053'AT ROCKSPRINGS, EDWARDS COUNTY, AT THE EAST EDGE OF THE HIGHWAY, AT A
 BO0053'CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE
 BO0053'PARAPET. A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3830 ***********************************************************************
 AB3830  SACS        -  This is a Secondary Airport Control Station.
 AB3830  DESIGNATION -  23R A
 AB3830  PID         -  AB3830
 AB3830  STATE/COUNTY-  TX/MEDINA
 AB3830  USGS QUAD   -  DEVINE (1982)
 AB3830
 AB3830                         *CURRENT SURVEY CONTROL
 AB3830  ___________________________________________________________________
 AB3830* NAD 83(1993)-  29 08 01.16209(N)    098 56 31.36185(W)     ADJUSTED  
 AB3830* NAVD 88     -       214.14   (meters)     702.6    (feet)  GPS OBS   
 AB3830  ___________________________________________________________________
 AB3830  X           -    -866,677.415 (meters)                     COMP
 AB3830  Y           -  -5,508,039.044 (meters)                     COMP
 AB3830  Z           -   3,086,941.919 (meters)                     COMP
 AB3830  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 AB3830  ELLIP HEIGHT-         189.93  (meters)          (06/26/01) GPS OBS
 AB3830  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AB3830
 AB3830  HORZ ORDER  -  FIRST
 AB3830  ELLP ORDER  -  THIRD     CLASS II
 AB3830
 AB3830.This mark is at Devine Muni (23R) Airport (23R)
 AB3830
 AB3830.The horizontal coordinates were established by GPS observations
 AB3830.and adjusted by the National Geodetic Survey in February 1996..
 AB3830
 AB3830.The orthometric height was determined by GPS observations and a
 AB3830.high-resolution geoid model.
 AB3830
 AB3830.GPS derived orthometric heights for airport stations designated as
 AB3830.PACS or SACS are published to 2 decimal places.  This maintains
 AB3830.centimeter relative accuracy between the PACS and SACS.  It does
 AB3830.not indicate centimeter accuracy relative to other marks which are
 AB3830.part of the NAVD 88 network.
 AB3830
 AB3830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3830
 AB3830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3830
 AB3830.The ellipsoidal height was determined by GPS observations
 AB3830.and is referenced to NAD 83.
 AB3830
 AB3830.The geoid height was determined by GEOID03.
 AB3830
 AB3830;                    North         East     Units Scale Factor Converg.
 AB3830;SPC TXSC     - 4,144,111.812   605,639.059   MT  0.99986937   +0 01 42.2
 AB3830;SPC TXSC     -13,596,140.17  1,987,000.81   sFT  0.99986937   +0 01 42.2
 AB3830;UTM  14      - 3,222,795.106   505,637.541   MT  0.99960039   +0 01 41.6
 AB3830
 AB3830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3830!SPC TXSC     -   0.99997017  x   0.99986937  =   0.99983954
 AB3830!UTM  14      -   0.99997017  x   0.99960039  =   0.99957057
 AB3830
 AB3830:                Primary Azimuth Mark                     Grid Az
 AB3830:SPC TXSC     -  DEVPORT                                  359 59 24.9
 AB3830:UTM  14      -  DEVPORT                                  359 59 25.5
 AB3830
 AB3830|---------------------------------------------------------------------|
 AB3830| PID    Reference Object                     Distance      Geod. Az  |
 AB3830|                                                           dddmmss.s |
 AB3830| AY2106 DEVPORT                             APPROX. 0.5 KM 0000107.1 |
 AB3830|---------------------------------------------------------------------|
 AB3830
 AB3830                          SUPERSEDED SURVEY CONTROL
 AB3830
 AB3830  ELLIP H (02/20/96)  190.08   (m)                       GP(       ) 3 2
 AB3830
 AB3830.Superseded values are not recommended for survey control.
 AB3830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3830.See file dsdata.txt to determine how the superseded data were derived.
 AB3830
 AB3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT0563822795(NAD 83)
 AB3830_MARKER: I = METAL ROD
 AB3830_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3830_STAMPING: 23R A 1995
 AB3830_MARK LOGO: NGS   
 AB3830_PROJECTION: FLUSH
 AB3830_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3830+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3830_ROD/PIPE-DEPTH: 1.9  meters
 AB3830_SLEEVE-DEPTH  : 0.9 meters
 AB3830
 AB3830  HISTORY     - Date     Condition        Report By
 AB3830  HISTORY     - 1995     MONUMENTED       NGS
 AB3830  HISTORY     - 20020914 GOOD             USPSQD
 AB3830  HISTORY     - 20050521 GOOD             USPSQD
 AB3830
 AB3830                          STATION DESCRIPTION
 AB3830
 AB3830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3830'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) WEST OF DEVINE, AT THE
 AB3830'DEVINE MUNICIPAL AIRPORT.  IN THE GRASS, NEAR THE SOUTHWEST END OF
 AB3830'RUNWAY 35, 0.8 M (2.6 FT) EAST OF A BOUNDRY FENCE, AND 0.9 M (3.0 FT)
 AB3830'SOUTH OF THE EXTENDED RUNWAY END LINE.  OWNERSHIP--CITY OF DEVINE, 303
 AB3830'SOUTH TEEL, DEVINE, TX.  78016.  AIRPORT MANAGER RUSS E. PUMPHREY,
 AB3830'PHONE 210-663-3074.  TO REACH THE STATION FROM THE JUNCTION OF
 AB3830'INTERSTATE HIGHWAY 35 AND STATE HIGHWAY 173 (EXIT 122) AT DEVINE, GO
 AB3830'NORTHWEST ON STATE HIGHWAY 173 FOR 2.71 KM (1.70 MI) TO FARM ROAD
 AB3830'2200.  TURN LEFT, WESTERLY, 2.9 KM (1.80 MI) TO THE AIRPORT ENTRANCE
 AB3830'ROAD ON THE LEFT.  TURN LEFT, SOUTH, 0.7 KM (0.45 MI) TO THE AIRPORT
 AB3830'ENTRANCE ON THE LEFT, TURN LEFT, EAST, 0.14 KM (0.10 MI) ACROSS THE
 AB3830'APRON AND TAXI TO THE JUNCTION WITH THE RUNWAY.  TURN RIGHT, SOUTH,
 AB3830'0.51 KM (0.30 MI) TO THE RUNWAY END AND THE STATION ON THE RIGHT, AT
 AB3830'THE BOUNDRY FENCE.  STATION IS 89.5 M (293.6 FT) NORTH OF THE
 AB3830'SOUTHWEST FENCE CORNER, 75.7 M (248.4 FT) WEST OF THE RUNWAY
 AB3830'CENTERLINE, 1.8 M (5.9 FT) WEST OF A TRACK ROAD CENTER, 0.9 M (3.0 FT)
 AB3830'SOUTH OF THE EXTENDED LINE WITH RUNWAY END 35, 0.8 M (2.6 FT) EAST OF
 AB3830'A WITNESS POST AND FENCE, AND LEVEL WITH THE TRACK ROAD CENTER.
 AB3830'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 AB3830'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  ROD WAS DRIVEN TO REFUSAL
 AB3830'AND IS ANCHORED.  BY R.G.  HAYES
 AB3830
 AB3830                          STATION RECOVERY (2002)
 AB3830
 AB3830'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AB3830'RECOVERED IN GOOD CONDITION.
 AB3830
 AB3830                          STATION RECOVERY (2005)
 AB3830
 AB3830'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AB3830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2716 ***********************************************************************
 AW2716  DESIGNATION -  24
 AW2716  PID         -  AW2716
 AW2716  STATE/COUNTY-  TX/GALVESTON
 AW2716  USGS QUAD   -  TEXAS CITY (1994)
 AW2716
 AW2716                         *CURRENT SURVEY CONTROL
 AW2716  ___________________________________________________________________
 AW2716* NAD 83(1986)-  29 27 58.     (N)    094 58 27.     (W)     SCALED    
 AW2716* NAVD 88     -         3.12   (+/-2cm)      10.2    (feet)  VERTCON   
 AW2716  ___________________________________________________________________
 AW2716  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW2716
 AW2716  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2716
 AW2716.The horizontal coordinates were scaled from a topographic map and have
 AW2716.an estimated accuracy of +/- 6 seconds.
 AW2716
 AW2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2716.The vertical order pertains to the NGVD 29 superseded value.
 AW2716
 AW2716.The geoid height was determined by GEOID03.
 AW2716
 AW2716;                    North         East    Units  Estimated Accuracy
 AW2716;SPC TXSC     - 4,187,680.      990,370.      MT  (+/- 180 meters Scaled)
 AW2716
 AW2716                          SUPERSEDED SURVEY CONTROL
 AW2716
 AW2716  NGVD 29 (??/??/92)    3.119  (m)           10.23   (f) ADJ UNCH    1 2
 AW2716
 AW2716.Superseded values are not recommended for survey control.
 AW2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2716.See file dsdata.txt to determine how the superseded data were derived.
 AW2716
 AW2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN085612(NAD 83)
 AW2716_MARKER: DD = SURVEY DISK
 AW2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2716_STAMPING: NO 24 10.4
 AW2716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2716+STABILITY: SURFACE MOTION
 AW2716
 AW2716  HISTORY     - Date     Condition        Report By
 AW2716  HISTORY     - UNK      MONUMENTED       TXRD
 AW2716  HISTORY     - 1936     GOOD             NGS
 AW2716  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW2716  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AW2716
 AW2716                          STATION DESCRIPTION
 AW2716
 AW2716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW2716'IN SAN LEON STATION.
 AW2716'ALONG STATE HIGHWAY 146 BETWEEN TEXAS CITY AND LAPORTE, ABOUT 450 FEET
 AW2716'SOUTH OF FIG CANNERY, ABOUT 400 FEET WEST OF TWO STORY HOUSE, ABOUT
 AW2716'200 FEET EAST OF THE SOUTHERN PACIFIC DEPOT, 25 FEET WEST OF THE
 AW2716'CENTER LINE OF THE HIGHWAY, AND 4 FEET WEST OF FENCE CORNER.
 AW2716
 AW2716                          STATION RECOVERY (1999)
 AW2716
 AW2716'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2716'MARK NOT FOUND.
 AW2716
 AW2716                          STATION RECOVERY (2004)
 AW2716
 AW2716'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2716' 
 AW2716' 
 AW2716' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1346 ***********************************************************************
 FL1346  DESIGNATION -  24
 FL1346  PID         -  FL1346
 FL1346  STATE/COUNTY-  TX/POTTER
 FL1346  USGS QUAD   -  MARSH (1953)
 FL1346
 FL1346                         *CURRENT SURVEY CONTROL
 FL1346  ___________________________________________________________________
 FL1346* NAD 83(1986)-  35 30 20.     (N)    101 54 51.     (W)     SCALED    
 FL1346* NAVD 88     -      1014.408  (meters)    3328.10   (feet)  ADJUSTED  
 FL1346  ___________________________________________________________________
 FL1346  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1346  DYNAMIC HT  -        1013.224 (meters)    3324.22  (feet)  COMP
 FL1346  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 FL1346
 FL1346  VERT ORDER  -  SECOND    CLASS 0
 FL1346
 FL1346.The horizontal coordinates were scaled from a topographic map and have
 FL1346.an estimated accuracy of +/- 6 seconds.
 FL1346
 FL1346.The orthometric height was determined by differential leveling
 FL1346.and adjusted by the National Geodetic Survey in June 1991..
 FL1346
 FL1346.The geoid height was determined by GEOID03.
 FL1346
 FL1346.The dynamic height is computed by dividing the NAVD 88
 FL1346.geopotential number by the normal gravity value computed on the
 FL1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1346.degrees latitude (g = 980.6199 gals.).
 FL1346
 FL1346.The modeled gravity was interpolated from observed gravity values.
 FL1346
 FL1346;                    North         East    Units  Estimated Accuracy
 FL1346;SPC TX N     - 1,167,100.      162,430.      MT  (+/- 180 meters Scaled)
 FL1346
 FL1346                          SUPERSEDED SURVEY CONTROL
 FL1346
 FL1346  NGVD 29 (??/??/92) 1013.899  (m)         3326.43   (f) ADJ UNCH    2 0
 FL1346
 FL1346.Superseded values are not recommended for survey control.
 FL1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1346.See file dsdata.txt to determine how the superseded data were derived.
 FL1346
 FL1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE356330(NAD 83)
 FL1346_MARKER: B = BOLT
 FL1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1346+STABILITY: SURFACE MOTION
 FL1346
 FL1346  HISTORY     - Date     Condition        Report By
 FL1346  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1346  HISTORY     - 1934     GOOD             NGS
 FL1346
 FL1346                          STATION DESCRIPTION
 FL1346
 FL1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1346'25.6 MI N FROM AMARILLO.
 FL1346'25.6 MILES N OF AND ALONG THE S.F.R.R. OPPOSITE MILE POST 24.  198 FT.
 FL1346'E OF CENTER OF TRACK.  2 FT. W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0319 ***********************************************************************
 BL0319  DESIGNATION -  24
 BL0319  PID         -  BL0319
 BL0319  STATE/COUNTY-  TX/HARDIN
 BL0319  USGS QUAD   -  EVADALE (1984)
 BL0319
 BL0319                         *CURRENT SURVEY CONTROL
 BL0319  ___________________________________________________________________
 BL0319* NAD 83(1986)-  30 21 12.     (N)    094 07 20.     (W)     SCALED    
 BL0319* NAVD 88     -        11.16   (+/-2cm)      36.6    (feet)  VERTCON   
 BL0319  ___________________________________________________________________
 BL0319  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0319
 BL0319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0319
 BL0319.The horizontal coordinates were scaled from a topographic map and have
 BL0319.an estimated accuracy of +/- 6 seconds.
 BL0319
 BL0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0319.The vertical order pertains to the NGVD 29 superseded value.
 BL0319
 BL0319.The geoid height was determined by GEOID03.
 BL0319
 BL0319;                    North         East    Units  Estimated Accuracy
 BL0319;SPC TX C     - 3,092,790.    1,296,810.      MT  (+/- 180 meters Scaled)
 BL0319
 BL0319                          SUPERSEDED SURVEY CONTROL
 BL0319
 BL0319  NGVD 29 (??/??/92)   11.144  (m)           36.56   (f) ADJ UNCH    2 0
 BL0319
 BL0319.Superseded values are not recommended for survey control.
 BL0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0319.See file dsdata.txt to determine how the superseded data were derived.
 BL0319
 BL0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP921584(NAD 83)
 BL0319_MARKER: Z = SEE DESCRIPTION
 BL0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0319_SP_SET: SECTION RAIL
 BL0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0319
 BL0319  HISTORY     - Date     Condition        Report By
 BL0319  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0319  HISTORY     - 1935     GOOD             NGS
 BL0319
 BL0319                          STATION DESCRIPTION
 BL0319
 BL0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0319'3.3 MI E FROM SILSBEE.
 BL0319'3.3 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0319'STATION AT SILSBEE, HARDIN COUNTY, OPPOSITE MILEPOST 24, AND 8 FEET
 BL0319'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0319'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1654 ***********************************************************************
 AB1654  DESIGNATION -  24
 AB1654  PID         -  AB1654
 AB1654  STATE/COUNTY-  TX/CAMERON
 AB1654  USGS QUAD   -  SANTA ROSA (1982)
 AB1654
 AB1654                         *CURRENT SURVEY CONTROL
 AB1654  ___________________________________________________________________
 AB1654* NAD 83(1993)-  26 17 16.05561(N)    097 48 27.15628(W)     ADJUSTED  
 AB1654* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AB1654  ___________________________________________________________________
 AB1654  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AB1654  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AB1654
 AB1654  HORZ ORDER  -  SECOND
 AB1654
 AB1654.The horizontal coordinates were established by classical geodetic methods
 AB1654.and adjusted by the National Geodetic Survey in February 1996..
 AB1654
 AB1654.The orthometric height was scaled from a topographic map.
 AB1654
 AB1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1654
 AB1654.The geoid height was determined by GEOID03.
 AB1654
 AB1654;                    North         East     Units Scale Factor Converg.
 AB1654;SPC TX S     - 5,069,006.865   369,155.073   MT  0.99997170   +0 18 51.8
 AB1654;SPC TX S     -16,630,566.69  1,211,136.27   sFT  0.99997170   +0 18 51.8
 AB1654;UTM  14      - 2,908,104.476   619,051.255   MT  0.99977499   +0 31 41.4
 AB1654
 AB1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1654!SPC TX S     -   1.00000004  x   0.99997170  =   0.99997174
 AB1654!UTM  14      -   1.00000004  x   0.99977499  =   0.99977503
 AB1654
 AB1654:                Primary Azimuth Mark                     Grid Az
 AB1654:SPC TX S     -  24 AZ MK                                 181 25 20.8
 AB1654:UTM  14      -  24 AZ MK                                 181 12 31.2
 AB1654
 AB1654|---------------------------------------------------------------------|
 AB1654| PID    Reference Object                     Distance      Geod. Az  |
 AB1654|                                                           dddmmss.s |
 AB1654| CV2412 24 AZ MK                                           1814412.6 |
 AB1654| CV2413 24 RM 1                              24.424 METERS 21632     |
 AB1654| AB1655 HIDALGO                             APPROX. 7.4 KM 3130225.2 |
 AB1654| CV2414 24 RM 2                              20.022 METERS 31307     |
 AB1654|---------------------------------------------------------------------|
 AB1654
 AB1654                          SUPERSEDED SURVEY CONTROL
 AB1654
 AB1654  NAD 83(1986)-  26 17 16.06467(N)    097 48 27.11924(W) AD(       ) 2
 AB1654  NAD 27      -  26 17 14.80236(N)    097 48 26.13507(W) AD(       ) 2
 AB1654
 AB1654.Superseded values are not recommended for survey control.
 AB1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1654.See file dsdata.txt to determine how the superseded data were derived.
 AB1654
 AB1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1905108104(NAD 83)
 AB1654_MARKER: DS = TRIANGULATION STATION DISK
 AB1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1654
 AB1654  HISTORY     - Date     Condition        Report By
 AB1654  HISTORY     - 1947     MONUMENTED       WPRS
 AB1654  HISTORY     - 1960     GOOD             CGS
 AB1654  HISTORY     - 19910612 MARK NOT FOUND   USPSQD
 AB1654  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB1654
 AB1654                          STATION DESCRIPTION
 AB1654
 AB1654'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1947 (RCB)
 AB1654'STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF SANTA ROSA ON
 AB1654'LAND OWNED BY DR. WALDROP.  IT IS 23 FEET EAST OF THE CENTER
 AB1654'OF THE ROAD, 2 FEET EAST OF THE FENCELINE AND 1.5 FEET WEST OF A
 AB1654'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 AB1654'DISK IS STAMPED USBR 24 1947.
 AB1654'
 AB1654'USBR NO. 24 WAS REMOVED AT THE REQUEST OF BUREAU OF RECLAMATION
 AB1654'AND REPLACED BY USC AND GS SURFACE AND UNDERGROUND MARKS.
 AB1654'
 AB1654'REFERENCE MARK NO. 1 IS 80.13 FEET SOUTHWEST OF THE STATION.
 AB1654'IT IS 24 FEET WEST OF THE CENTER OF THE ROAD.  THE MARK PROJECTS
 AB1654'ABOUT 4 INCHES AND THE DISK IS STAMPED USBR 24 NO 1 1947.
 AB1654'
 AB1654'REFERENCE MARK NO. 2 IS 65.69 FEET NORTHWEST OF THE STATION.
 AB1654'IT IS 21 FEET WEST OF THE CENTER OF THE ROAD.  THE MARK PROJECTS
 AB1654'ABOUT 3 INCHES AND THE DISK IS STAMPED USBR 24 NO 2 1947.
 AB1654'
 AB1654'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 80 FEET
 AB1654'NORTHEAST OF THE NORTHEAST CORNER OF A WHITE HOUSE, 20 FEET
 AB1654'WEST OF THE CENTER OF THE ROAD, 3 FEET NORTH OF REA POLE NO.
 AB1654'13-26 AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS
 AB1654'FLUSH AND THE DISK IS STAMPED USBR 24 1947.
 AB1654'
 AB1654'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107 AND
 AB1654'FARM HIGHWAY 560 IN SANTA ROSA, GO SOUTH AND EAST ON STATE HIGHWAY
 AB1654'107 FOR 1.7 MILES TO POMELO ROAD, TURN LEFT AND GO 2.55 MILES
 AB1654'TO A WHITE HOUSE ON THE LEFT AND THE AZIMUTH MARK, CONTINUE
 AB1654'0.2 MILE TO THE STATION ON THE RIGHT.
 AB1654'
 AB1654'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB1654
 AB1654                          STATION RECOVERY (1960)
 AB1654
 AB1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 AB1654'STATION MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AB1654'AZIMUTH MARK WAS FOUND DESTROYED.  THE TWO REFERENCE MARKS
 AB1654'APPEARED TO HAVE BEEN DISTURBED AND THEY WERE NOT MEASURED
 AB1654'AND THE ANGLES WERE NOT TURNED.
 AB1654
 AB1654                          STATION RECOVERY (1991)
 AB1654
 AB1654'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1654'MARK NOT FOUND.
 AB1654
 AB1654                          STATION RECOVERY (1993)
 AB1654
 AB1654'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0046 ***********************************************************************
 DQ0046  DESIGNATION -  24 PSFRR
 DQ0046  PID         -  DQ0046
 DQ0046  STATE/COUNTY-  TX/HOCKLEY
 DQ0046  USGS QUAD   -  LEVELLAND EAST (1980)
 DQ0046
 DQ0046                         *CURRENT SURVEY CONTROL
 DQ0046  ___________________________________________________________________
 DQ0046* NAD 83(1986)-  33 35 37.     (N)    102 21 05.     (W)     SCALED    
 DQ0046* NAVD 88     -      1072.919  (meters)    3520.07   (feet)  ADJUSTED  
 DQ0046  ___________________________________________________________________
 DQ0046  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 DQ0046  DYNAMIC HT  -        1071.515 (meters)    3515.46  (feet)  COMP
 DQ0046  MODELED GRAV-     979,291.0   (mgal)                       NAVD 88
 DQ0046
 DQ0046  VERT ORDER  -  SECOND    CLASS 0
 DQ0046
 DQ0046.The horizontal coordinates were scaled from a topographic map and have
 DQ0046.an estimated accuracy of +/- 6 seconds.
 DQ0046
 DQ0046.The orthometric height was determined by differential leveling
 DQ0046.and adjusted by the National Geodetic Survey in June 1991..
 DQ0046
 DQ0046.The geoid height was determined by GEOID03.
 DQ0046
 DQ0046.The dynamic height is computed by dividing the NAVD 88
 DQ0046.geopotential number by the normal gravity value computed on the
 DQ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0046.degrees latitude (g = 980.6199 gals.).
 DQ0046
 DQ0046.The modeled gravity was interpolated from observed gravity values.
 DQ0046
 DQ0046;                    North         East    Units  Estimated Accuracy
 DQ0046;SPC TXNC     - 2,220,230.      242,610.      MT  (+/- 180 meters Scaled)
 DQ0046
 DQ0046                          SUPERSEDED SURVEY CONTROL
 DQ0046
 DQ0046  NGVD 29 (??/??/92) 1072.52   (m)         3518.8    (f) COMPUTED    2 0
 DQ0046
 DQ0046.Superseded values are not recommended for survey control.
 DQ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0046.See file dsdata.txt to determine how the superseded data were derived.
 DQ0046
 DQ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT457202(NAD 83)
 DQ0046_MARKER: B = BOLT
 DQ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0046+STABILITY: SURFACE MOTION
 DQ0046
 DQ0046  HISTORY     - Date     Condition        Report By
 DQ0046  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0046  HISTORY     - 1934     GOOD             NGS
 DQ0046  HISTORY     - 1964     MARK NOT FOUND   NGS
 DQ0046
 DQ0046                          STATION DESCRIPTION
 DQ0046
 DQ0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0046'1.7 MI E FROM LEVELLAND.
 DQ0046'1.7 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0046'STATION AT LEVELLAND, HOCKLEY COUNTY, 105 FEET NORTH OF MILEPOST 24,
 DQ0046'51 FEET NORTH OF THE CENTERLINE OF THE TRACK, 24 FEET SOUTH OF THE
 DQ0046'CENTERLINE OF A ROAD, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 DQ0046'TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
 DQ0046
 DQ0046                          STATION RECOVERY (1964)
 DQ0046
 DQ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DQ0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0874 ***********************************************************************
 BZ0874  DESIGNATION -  240 GCSFRC
 BZ0874  PID         -  BZ0874
 BZ0874  STATE/COUNTY-  TX/MCLENNAN
 BZ0874  USGS QUAD   -  MC GREGOR (1993)
 BZ0874
 BZ0874                         *CURRENT SURVEY CONTROL
 BZ0874  ___________________________________________________________________
 BZ0874* NAD 83(1986)-  31 23 55.     (N)    097 22 56.     (W)     SCALED    
 BZ0874* NAVD 88     -       202.072  (meters)     662.96   (feet)  ADJUSTED  
 BZ0874  ___________________________________________________________________
 BZ0874  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BZ0874  DYNAMIC HT  -         201.808 (meters)     662.10  (feet)  COMP
 BZ0874  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 BZ0874
 BZ0874  VERT ORDER  -  SECOND    CLASS 0
 BZ0874
 BZ0874.The horizontal coordinates were scaled from a topographic map and have
 BZ0874.an estimated accuracy of +/- 6 seconds.
 BZ0874
 BZ0874.The orthometric height was determined by differential leveling
 BZ0874.and adjusted by the National Geodetic Survey in June 1991..
 BZ0874
 BZ0874.The geoid height was determined by GEOID03.
 BZ0874
 BZ0874.The dynamic height is computed by dividing the NAVD 88
 BZ0874.geopotential number by the normal gravity value computed on the
 BZ0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0874.degrees latitude (g = 980.6199 gals.).
 BZ0874
 BZ0874.The modeled gravity was interpolated from observed gravity values.
 BZ0874
 BZ0874;                    North         East    Units  Estimated Accuracy
 BZ0874;SPC TX C     - 3,195,720.      980,610.      MT  (+/- 180 meters Scaled)
 BZ0874
 BZ0874                          SUPERSEDED SURVEY CONTROL
 BZ0874
 BZ0874  NGVD 29 (??/??/92)  202.030  (m)          662.83   (f) ADJ UNCH    2 0
 BZ0874
 BZ0874.Superseded values are not recommended for survey control.
 BZ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0874.See file dsdata.txt to determine how the superseded data were derived.
 BZ0874
 BZ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV538749(NAD 83)
 BZ0874_MARKER: Z = SEE DESCRIPTION
 BZ0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0874_SP_SET: MILEPOST
 BZ0874_STAMPING: 240
 BZ0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0874
 BZ0874  HISTORY     - Date     Condition        Report By
 BZ0874  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0874  HISTORY     - 1933     GOOD             NGS
 BZ0874  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0874  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0874  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0874
 BZ0874                          STATION DESCRIPTION
 BZ0874
 BZ0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0874'3.1 MI S FROM MCGREGOR.
 BZ0874'3.1 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0874'MCGREGOR, MCLENNAN COUNTY, AT MILEPOST 240, ABOUT 125 FEET NORTHWEST
 BZ0874'OF A ROAD CROSSING, AND 13 FEET EAST OF THE CENTERLINE OF THE TRACK.
 BZ0874'THE HIGH POINT OF A VERTICAL RAIL, MARKED 240 AND PROJECTING ABOUT
 BZ0874'2-1/2 FEET ABOVE GROUND.
 BZ0874
 BZ0874                          STATION RECOVERY (1995)
 BZ0874
 BZ0874'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0874'MARK NOT FOUND.
 BZ0874
 BZ0874                          STATION RECOVERY (2001)
 BZ0874
 BZ0874'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0874'MARK NOT FOUND.
 BZ0874
 BZ0874                          STATION RECOVERY (2003)
 BZ0874
 BZ0874'RECOVERY NOTE BY US POWER SQUADRON 2003
 BZ0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3500 ***********************************************************************
 AW3500  DESIGNATION -  240+00 800
 AW3500  PID         -  AW3500
 AW3500  STATE/COUNTY-  TX/HARRIS
 AW3500  USGS QUAD   -  LA PORTE (1982)
 AW3500
 AW3500                         *CURRENT SURVEY CONTROL
 AW3500  ___________________________________________________________________
 AW3500* NAD 83(1986)-  29 43 33.     (N)    095 01 31.     (W)     SCALED    
 AW3500* NAVD 88     -         1.39   (+/-2cm)       4.6    (feet)  VERTCON   
 AW3500  ___________________________________________________________________
 AW3500  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3500
 AW3500  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3500
 AW3500.The horizontal coordinates were scaled from a topographic map and have
 AW3500.an estimated accuracy of +/- 6 seconds.
 AW3500
 AW3500.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3500.The vertical order pertains to the NGVD 29 superseded value.
 AW3500
 AW3500.The geoid height was determined by GEOID03.
 AW3500
 AW3500;                    North         East    Units  Estimated Accuracy
 AW3500;SPC TXSC     - 4,216,270.      984,440.      MT  (+/- 180 meters Scaled)
 AW3500
 AW3500                          SUPERSEDED SURVEY CONTROL
 AW3500
 AW3500  NGVD 29 (??/??/92)    1.392  (m)            4.57   (f) ADJ UNCH    1 2
 AW3500
 AW3500.Superseded values are not recommended for survey control.
 AW3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3500.See file dsdata.txt to determine how the superseded data were derived.
 AW3500
 AW3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN041901(NAD 83)
 AW3500_MARKER: DD = SURVEY DISK
 AW3500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3500_STAMPING: 240+00 800
 AW3500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3500+STABILITY: SURFACE MOTION
 AW3500
 AW3500  HISTORY     - Date     Condition        Report By
 AW3500  HISTORY     - UNK      MONUMENTED       USE
 AW3500  HISTORY     - 1964     GOOD             NGS
 AW3500
 AW3500                          STATION DESCRIPTION
 AW3500
 AW3500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3500'4.7 MI SE FROM LYNCHBURG.
 AW3500'ABOUT 4.7 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3500'SOUTH FERRY LANDING AT LYNCHBURG, ON ALEXANDER ISLAND, ABOUT 0.15 MILE
 AW3500'EAST OF TWO PYLONS LOCATED IN THE CHANNEL, 160 YARDS NORTH OF THE
 AW3500'CENTER LINE OF A CLAY ROAD, ABOUT 127 YARDS NORTHEAST OF A LARGE VALVE
 AW3500'IN A PIPE LINE, 137 FEET SOUTHEAST OF THE HIGH WATER LINE OF THE
 AW3500'CHANNEL, 60 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A SMALL COVE IN
 AW3500'THE SOUTH EDGE OF THE CHANNEL, 1.5 FEET NORTHWEST OF A 4 X 4-INCH
 AW3500'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0008 ***********************************************************************
 AZ0008  DESIGNATION -  2401.34
 AZ0008  PID         -  AZ0008
 AZ0008  STATE/COUNTY-  TX/EDWARDS
 AZ0008  USGS QUAD   -  CUB LAKE (1971)
 AZ0008
 AZ0008                         *CURRENT SURVEY CONTROL
 AZ0008  ___________________________________________________________________
 AZ0008* NAD 83(1986)-  29 59 18.     (N)    100 11 25.     (W)     SCALED    
 AZ0008* NAVD 88     -       731.990  (meters)    2401.54   (feet)  ADJUSTED  
 AZ0008  ___________________________________________________________________
 AZ0008  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 AZ0008  DYNAMIC HT  -         730.899 (meters)    2397.96  (feet)  COMP
 AZ0008  MODELED GRAV-     979,128.1   (mgal)                       NAVD 88
 AZ0008
 AZ0008  VERT ORDER  -  SECOND    CLASS 0
 AZ0008
 AZ0008.The horizontal coordinates were scaled from a topographic map and have
 AZ0008.an estimated accuracy of +/- 6 seconds.
 AZ0008
 AZ0008.The orthometric height was determined by differential leveling
 AZ0008.and adjusted by the National Geodetic Survey in June 1991..
 AZ0008
 AZ0008.The geoid height was determined by GEOID03.
 AZ0008
 AZ0008.The dynamic height is computed by dividing the NAVD 88
 AZ0008.geopotential number by the normal gravity value computed on the
 AZ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0008.degrees latitude (g = 980.6199 gals.).
 AZ0008
 AZ0008.The modeled gravity was interpolated from observed gravity values.
 AZ0008
 AZ0008;                    North         East    Units  Estimated Accuracy
 AZ0008;SPC TXSC     - 4,239,420.      485,150.      MT  (+/- 180 meters Scaled)
 AZ0008
 AZ0008                          SUPERSEDED SURVEY CONTROL
 AZ0008
 AZ0008  NGVD 29 (??/??/92)  731.919  (m)         2401.30   (f) ADJ UNCH    2 0
 AZ0008
 AZ0008.Superseded values are not recommended for survey control.
 AZ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0008.See file dsdata.txt to determine how the superseded data were derived.
 AZ0008
 AZ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU851180(NAD 83)
 AZ0008_MARKER: Q = CHISELED SQUARE
 AZ0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0008_SP_SET: PARAPET
 AZ0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0008
 AZ0008  HISTORY     - Date     Condition        Report By
 AZ0008  HISTORY     - UNK      MONUMENTED       USGS
 AZ0008  HISTORY     - 1939     GOOD             NGS
 AZ0008
 AZ0008                          STATION DESCRIPTION
 AZ0008
 AZ0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 AZ0008'2.4 MI SE FROM ROCKSPRINGS.
 AZ0008'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0008'AT ROCKSPRINGS, EDWARDS COUNTY, 700 FEET EAST OF A CROSS LANE, AT A
 AZ0008'CONCRETE CULVERT, ON THE CENTER OF THE TOP OF THE PARAPET, AND AT THE
 AZ0008'NORTH EDGE OF THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0052 ***********************************************************************
 BO0052  DESIGNATION -  2401.9
 BO0052  PID         -  BO0052
 BO0052  STATE/COUNTY-  TX/EDWARDS
 BO0052  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0052
 BO0052                         *CURRENT SURVEY CONTROL
 BO0052  ___________________________________________________________________
 BO0052* NAD 83(1986)-  30 00 56.     (N)    100 12 19.     (W)     SCALED    
 BO0052* NAVD 88     -       732.858  (meters)    2404.39   (feet)  ADJUSTED  
 BO0052  ___________________________________________________________________
 BO0052  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BO0052  DYNAMIC HT  -         731.768 (meters)    2400.81  (feet)  COMP
 BO0052  MODELED GRAV-     979,130.1   (mgal)                       NAVD 88
 BO0052
 BO0052  VERT ORDER  -  SECOND    CLASS 0
 BO0052
 BO0052.The horizontal coordinates were scaled from a topographic map and have
 BO0052.an estimated accuracy of +/- 6 seconds.
 BO0052
 BO0052.The orthometric height was determined by differential leveling
 BO0052.and adjusted by the National Geodetic Survey in June 1991..
 BO0052
 BO0052.The geoid height was determined by GEOID03.
 BO0052
 BO0052.The dynamic height is computed by dividing the NAVD 88
 BO0052.geopotential number by the normal gravity value computed on the
 BO0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0052.degrees latitude (g = 980.6199 gals.).
 BO0052
 BO0052.The modeled gravity was interpolated from observed gravity values.
 BO0052
 BO0052;                    North         East    Units  Estimated Accuracy
 BO0052;SPC TXSC     - 4,242,450.      483,740.      MT  (+/- 180 meters Scaled)
 BO0052
 BO0052                          SUPERSEDED SURVEY CONTROL
 BO0052
 BO0052  NGVD 29 (??/??/92)  732.788  (m)         2404.16   (f) ADJ UNCH    2 0
 BO0052
 BO0052.Superseded values are not recommended for survey control.
 BO0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0052.See file dsdata.txt to determine how the superseded data were derived.
 BO0052
 BO0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU837211(NAD 83)
 BO0052_MARKER: Q = CHISELED SQUARE
 BO0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0052_SP_SET: CULVERT
 BO0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0052
 BO0052  HISTORY     - Date     Condition        Report By
 BO0052  HISTORY     - UNK      MONUMENTED       USGS
 BO0052  HISTORY     - 1939     GOOD             NGS
 BO0052
 BO0052                          STATION DESCRIPTION
 BO0052
 BO0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BO0052'IN ROCK SPRINGS.
 BO0052'AT ROCKSPRINGS, EDWARDS COUNTY, 800 FEET EAST OF THE COUNTY
 BO0052'COURTHOUSE, AT THE SOUTHWEST CORNER OF A CROSSROADS, AND ON THE CENTER
 BO0052'OF THE TOP OF A CONCRETE CULVERT MARKED 2,401.9.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2302 ***********************************************************************
 BY2302  DESIGNATION -  240.4
 BY2302  PID         -  BY2302
 BY2302  STATE/COUNTY-  TX/ANDERSON
 BY2302  USGS QUAD   -  YARD (1982)
 BY2302
 BY2302                         *CURRENT SURVEY CONTROL
 BY2302  ___________________________________________________________________
 BY2302* NAD 83(1986)-  31 50 48.     (N)    095 58 55.     (W)     SCALED    
 BY2302* NAVD 88     -        73.464  (meters)     241.02   (feet)  ADJUSTED  
 BY2302  ___________________________________________________________________
 BY2302  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BY2302  DYNAMIC HT  -          73.377 (meters)     240.74  (feet)  COMP
 BY2302  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 BY2302
 BY2302  VERT ORDER  -  SECOND    CLASS 0
 BY2302
 BY2302.The horizontal coordinates were scaled from a topographic map and have
 BY2302.an estimated accuracy of +/- 6 seconds.
 BY2302
 BY2302.The orthometric height was determined by differential leveling
 BY2302.and adjusted by the National Geodetic Survey in June 1991..
 BY2302
 BY2302.The geoid height was determined by GEOID03.
 BY2302
 BY2302.The dynamic height is computed by dividing the NAVD 88
 BY2302.geopotential number by the normal gravity value computed on the
 BY2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2302.degrees latitude (g = 980.6199 gals.).
 BY2302
 BY2302.The modeled gravity was interpolated from observed gravity values.
 BY2302
 BY2302;                    North         East    Units  Estimated Accuracy
 BY2302;SPC TX C     - 3,249,730.    1,111,750.      MT  (+/- 180 meters Scaled)
 BY2302
 BY2302                          SUPERSEDED SURVEY CONTROL
 BY2302
 BY2302  NGVD 29 (??/??/92)   73.455  (m)          240.99   (f) ADJ UNCH    2 0
 BY2302
 BY2302.Superseded values are not recommended for survey control.
 BY2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2302.See file dsdata.txt to determine how the superseded data were derived.
 BY2302
 BY2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR178273(NAD 83)
 BY2302_MARKER: P = PIPE CAP
 BY2302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY2302_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY2302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2302
 BY2302  HISTORY     - Date     Condition        Report By
 BY2302  HISTORY     - UNK      MONUMENTED       DOD
 BY2302  HISTORY     - 1947     GOOD             NGS
 BY2302
 BY2302                          STATION DESCRIPTION
 BY2302
 BY2302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2302'9.4 MI SW FROM BETHEL.
 BY2302'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2302'THENCE 3.7 MILES SOUTH ALONG A COUNTY ROAD, THENCE 5.2 MILES SOUTHWEST
 BY2302'ALONG A COUNTY ROAD TO EDDIE ALEXANDERS HOUSE, THENCE 0.2 MILE
 BY2302'SOUTHWEST ACROSS A FIELD TO THE SITE OF THE MARK, 180 FEET WEST OF A
 BY2302'LONE CEDAR TREE, 2 FEET NORTH OF A 4X4 MARKER POST.  A CAP ON THE TOP
 BY2302'OF A 2 INCH IRON PIPE.  U.S. 240.4 IS PAINTED ON THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0873 ***********************************************************************
 BZ0873  DESIGNATION -  241 GCSFRC
 BZ0873  PID         -  BZ0873
 BZ0873  STATE/COUNTY-  TX/MCLENNAN
 BZ0873  USGS QUAD   -  MC GREGOR (1993)
 BZ0873
 BZ0873                         *CURRENT SURVEY CONTROL
 BZ0873  ___________________________________________________________________
 BZ0873* NAD 83(1986)-  31 24 44.     (N)    097 23 12.     (W)     SCALED    
 BZ0873* NAVD 88     -       203.717  (meters)     668.36   (feet)  ADJUSTED  
 BZ0873  ___________________________________________________________________
 BZ0873  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BZ0873  DYNAMIC HT  -         203.451 (meters)     667.49  (feet)  COMP
 BZ0873  MODELED GRAV-     979,330.9   (mgal)                       NAVD 88
 BZ0873
 BZ0873  VERT ORDER  -  SECOND    CLASS 0
 BZ0873
 BZ0873.The horizontal coordinates were scaled from a topographic map and have
 BZ0873.an estimated accuracy of +/- 6 seconds.
 BZ0873
 BZ0873.The orthometric height was determined by differential leveling
 BZ0873.and adjusted by the National Geodetic Survey in June 1991..
 BZ0873
 BZ0873.The geoid height was determined by GEOID03.
 BZ0873
 BZ0873.The dynamic height is computed by dividing the NAVD 88
 BZ0873.geopotential number by the normal gravity value computed on the
 BZ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0873.degrees latitude (g = 980.6199 gals.).
 BZ0873
 BZ0873.The modeled gravity was interpolated from observed gravity values.
 BZ0873
 BZ0873;                    North         East    Units  Estimated Accuracy
 BZ0873;SPC TX C     - 3,197,220.      980,140.      MT  (+/- 180 meters Scaled)
 BZ0873
 BZ0873                          SUPERSEDED SURVEY CONTROL
 BZ0873
 BZ0873  NGVD 29 (??/??/92)  203.675  (m)          668.22   (f) ADJ UNCH    2 0
 BZ0873
 BZ0873.Superseded values are not recommended for survey control.
 BZ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0873.See file dsdata.txt to determine how the superseded data were derived.
 BZ0873
 BZ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV533764(NAD 83)
 BZ0873_MARKER: Z = SEE DESCRIPTION
 BZ0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0873_SP_SET: MILEPOST
 BZ0873_STAMPING: 241
 BZ0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0873
 BZ0873  HISTORY     - Date     Condition        Report By
 BZ0873  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0873  HISTORY     - 1933     GOOD             NGS
 BZ0873  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0873  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0873  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0873
 BZ0873                          STATION DESCRIPTION
 BZ0873
 BZ0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0873'2.1 MI S FROM MCGREGOR.
 BZ0873'2.1 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0873'MCGREGOR, MCLENNAN COUNTY, AT MILEPOST 241, AND 14 FEET NORTHEAST OF
 BZ0873'THE CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL,
 BZ0873'MARKED 241 AND PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0873
 BZ0873                          STATION RECOVERY (1995)
 BZ0873
 BZ0873'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0873'MARK NOT FOUND.
 BZ0873
 BZ0873                          STATION RECOVERY (2001)
 BZ0873
 BZ0873'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0873'MARK NOT FOUND.
 BZ0873
 BZ0873                          STATION RECOVERY (2003)
 BZ0873
 BZ0873'RECOVERY NOTE BY US POWER SQUADRON 2003
 BZ0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1202 ***********************************************************************
 BY1202  DESIGNATION -  241.172
 BY1202  PID         -  BY1202
 BY1202  STATE/COUNTY-  TX/NACOGDOCHES
 BY1202  USGS QUAD   -  WODEN (1983)
 BY1202
 BY1202                         *CURRENT SURVEY CONTROL
 BY1202  ___________________________________________________________________
 BY1202* NAD 83(1986)-  31 30 08.     (N)    094 31 31.     (W)     SCALED    
 BY1202* NAVD 88     -        73.59   (+/-2cm)     241.4    (feet)  VERTCON   
 BY1202  ___________________________________________________________________
 BY1202  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BY1202
 BY1202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1202
 BY1202.The horizontal coordinates were scaled from a topographic map and have
 BY1202.an estimated accuracy of +/- 6 seconds.
 BY1202
 BY1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1202.The vertical order pertains to the NGVD 29 superseded value.
 BY1202
 BY1202.The geoid height was determined by GEOID03.
 BY1202
 BY1202;                    North         East    Units  Estimated Accuracy
 BY1202;SPC TX C     - 3,217,880.    1,251,470.      MT  (+/- 180 meters Scaled)
 BY1202
 BY1202                          SUPERSEDED SURVEY CONTROL
 BY1202
 BY1202  NGVD 29 (??/??/92)   73.652  (m)          241.64   (f) ADJ UNCH    2 0
 BY1202
 BY1202.Superseded values are not recommended for survey control.
 BY1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1202.See file dsdata.txt to determine how the superseded data were derived.
 BY1202
 BY1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ551862(NAD 83)
 BY1202_MARKER: N = NAIL
 BY1202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1202_SP_SET: TREE
 BY1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1202
 BY1202  HISTORY     - Date     Condition        Report By
 BY1202  HISTORY     - UNK      MONUMENTED       USGS
 BY1202  HISTORY     - 1948     GOOD             NGS
 BY1202  HISTORY     - 19980919 POOR             USPSQD
 BY1202
 BY1202                          STATION DESCRIPTION
 BY1202
 BY1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1202'IN WODEN.
 BY1202'AT WODEN, 0.25 MILE SOUTH ALONG FARM ROAD 226 FROM THE HIGH SCHOOL, AT
 BY1202'THE CROSSING OF FARM ROAD 226 AND THE FROST INDUSTRIES, INC. RAILROAD,
 BY1202'117.0 FEET EAST OF THE CENTER LINE OF FARM ROAD 226, 72.9 FEET
 BY1202'NORTHEAST OF THE NORTHEAST CORNER OF M. J. KING AND SON GROCERY STORE,
 BY1202'38.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 29.7 FEET NORTH
 BY1202'OF THE CENTER LINE OF A DIRT ROAD LEADING EAST, 1.6 FEET SOUTH OF THE
 BY1202'SOUTH FACE OF A 36-INCH FORKED SWEETGUM TREE, A COPPER NAIL AND WASHER
 BY1202'IN THE TOP OF THE SOUTH ROOT OF THE TREE, AND 0.1 FOOT ABOVE THE
 BY1202'SURFACE OF THE GROUND.
 BY1202
 BY1202                          STATION RECOVERY (1998)
 BY1202
 BY1202'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1202'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0154 ***********************************************************************
 CC0154  DESIGNATION -  2417 USGS
 CC0154  PID         -  CC0154
 CC0154  STATE/COUNTY-  TX/UPTON
 CC0154  USGS QUAD   -  SQUARE TOP MOUNTAIN (1972)
 CC0154
 CC0154                         *CURRENT SURVEY CONTROL
 CC0154  ___________________________________________________________________
 CC0154* NAD 83(1986)-  31 10 18.     (N)    102 01 55.     (W)     SCALED    
 CC0154* NAVD 88     -       736.804  (meters)    2417.33   (feet)  ADJUSTED  
 CC0154  ___________________________________________________________________
 CC0154  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CC0154  DYNAMIC HT  -         735.739 (meters)    2413.84  (feet)  COMP
 CC0154  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 CC0154
 CC0154  VERT ORDER  -  FIRST     CLASS II
 CC0154
 CC0154.The horizontal coordinates were scaled from a topographic map and have
 CC0154.an estimated accuracy of +/- 6 seconds.
 CC0154
 CC0154.The orthometric height was determined by differential leveling
 CC0154.and adjusted by the National Geodetic Survey in June 1991..
 CC0154
 CC0154.The geoid height was determined by GEOID03.
 CC0154
 CC0154.The dynamic height is computed by dividing the NAVD 88
 CC0154.geopotential number by the normal gravity value computed on the
 CC0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0154.degrees latitude (g = 980.6199 gals.).
 CC0154
 CC0154.The modeled gravity was interpolated from observed gravity values.
 CC0154
 CC0154;                    North         East    Units  Estimated Accuracy
 CC0154;SPC TX C     - 3,168,070.      538,090.      MT  (+/- 180 meters Scaled)
 CC0154
 CC0154                          SUPERSEDED SURVEY CONTROL
 CC0154
 CC0154  NGVD 29 (??/??/92)  736.517  (m)         2416.39   (f) ADJ UNCH    1 2
 CC0154
 CC0154.Superseded values are not recommended for survey control.
 CC0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0154.See file dsdata.txt to determine how the superseded data were derived.
 CC0154
 CC0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ828524(NAD 83)
 CC0154_MARKER: DD = SURVEY DISK
 CC0154_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0154_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0154_STAMPING: TEX 1920 2417
 CC0154_MARK LOGO: USGS  
 CC0154_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0154_ROD/PIPE-DEPTH: 3.0  meters
 CC0154
 CC0154  HISTORY     - Date     Condition        Report By
 CC0154  HISTORY     - 1920     MONUMENTED       USGS
 CC0154  HISTORY     - 1934     GOOD             NGS
 CC0154  HISTORY     - 1940     GOOD             NGS
 CC0154  HISTORY     - 1981     GOOD             NGS
 CC0154
 CC0154                          STATION DESCRIPTION
 CC0154
 CC0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CC0154'6.4 MI W FROM RANKIN.
 CC0154'6.4 MILES W OF AND ALONG THE PANHANDLE AND S F R R.  50 FT. N OF
 CC0154'TRACK.  7 FT. E OF MILE POST 826.5.  AN IRON POST.
 CC0154
 CC0154                          STATION RECOVERY (1940)
 CC0154
 CC0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CC0154'RECOVERED IN GOOD CONDITION.
 CC0154
 CC0154                          STATION RECOVERY (1981)
 CC0154
 CC0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0154'10.6 KM (6.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CC0154'WITH STATE HIGHWAY 349 IN RANKIN, 0.8 KM (0.5 MI) SOUTHWEST OF THE
 CC0154'ATCHISON, TOPEKA AND SANTA FE RAILROAD MILEPOST 826, 37.5 METERS
 CC0154'(123.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.2
 CC0154'METERS (49.9 FT) NORTH-NORTHWEST OF THE NEAR RAIL AND 2.1 METERS (6.9
 CC0154'FT) NORTHEAST OF A UTILITY POLE.
 CC0154'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0871 ***********************************************************************
 BZ0871  DESIGNATION -  242 GCSFRC
 BZ0871  PID         -  BZ0871
 BZ0871  STATE/COUNTY-  TX/MCLENNAN
 BZ0871  USGS QUAD   -  MC GREGOR (1993)
 BZ0871
 BZ0871                         *CURRENT SURVEY CONTROL
 BZ0871  ___________________________________________________________________
 BZ0871* NAD 83(1986)-  31 25 30.     (N)    097 23 38.     (W)     SCALED    
 BZ0871* NAVD 88     -       214.460  (meters)     703.61   (feet)  ADJUSTED  
 BZ0871  ___________________________________________________________________
 BZ0871  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BZ0871  DYNAMIC HT  -         214.180 (meters)     702.69  (feet)  COMP
 BZ0871  MODELED GRAV-     979,332.3   (mgal)                       NAVD 88
 BZ0871
 BZ0871  VERT ORDER  -  SECOND    CLASS 0
 BZ0871
 BZ0871.The horizontal coordinates were scaled from a topographic map and have
 BZ0871.an estimated accuracy of +/- 6 seconds.
 BZ0871
 BZ0871.The orthometric height was determined by differential leveling
 BZ0871.and adjusted by the National Geodetic Survey in June 1991..
 BZ0871
 BZ0871.The geoid height was determined by GEOID03.
 BZ0871
 BZ0871.The dynamic height is computed by dividing the NAVD 88
 BZ0871.geopotential number by the normal gravity value computed on the
 BZ0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0871.degrees latitude (g = 980.6199 gals.).
 BZ0871
 BZ0871.The modeled gravity was interpolated from observed gravity values.
 BZ0871
 BZ0871;                    North         East    Units  Estimated Accuracy
 BZ0871;SPC TX C     - 3,198,610.      979,420.      MT  (+/- 180 meters Scaled)
 BZ0871
 BZ0871                          SUPERSEDED SURVEY CONTROL
 BZ0871
 BZ0871  NGVD 29 (??/??/92)  214.416  (m)          703.46   (f) ADJ UNCH    2 0
 BZ0871
 BZ0871.Superseded values are not recommended for survey control.
 BZ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0871.See file dsdata.txt to determine how the superseded data were derived.
 BZ0871
 BZ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV526778(NAD 83)
 BZ0871_MARKER: Z = SEE DESCRIPTION
 BZ0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0871_SP_SET: MILEPOST
 BZ0871_STAMPING: 242
 BZ0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0871
 BZ0871  HISTORY     - Date     Condition        Report By
 BZ0871  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0871  HISTORY     - 1933     GOOD             NGS
 BZ0871  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0871
 BZ0871                          STATION DESCRIPTION
 BZ0871
 BZ0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0871'1.1 MI S FROM MCGREGOR.
 BZ0871'1.1 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0871'MCGREGOR, MCLENNAN COUNTY, AT MILEPOST 242, AND 14 FEET NORTHEAST OF
 BZ0871'THE CENTERLINE OF THE TRACK.  THE HIGH POINT OF A VERTICAL RAIL,
 BZ0871'MARKED 242 AND PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 BZ0871
 BZ0871                          STATION RECOVERY (1995)
 BZ0871
 BZ0871'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0870 ***********************************************************************
 BZ0870  DESIGNATION -  243 GCSFRC
 BZ0870  PID         -  BZ0870
 BZ0870  STATE/COUNTY-  TX/MCLENNAN
 BZ0870  USGS QUAD   -  MC GREGOR (1993)
 BZ0870
 BZ0870                         *CURRENT SURVEY CONTROL
 BZ0870  ___________________________________________________________________
 BZ0870* NAD 83(1986)-  31 26 17.     (N)    097 24 04.     (W)     SCALED    
 BZ0870* NAVD 88     -       220.794  (meters)     724.39   (feet)  ADJUSTED  
 BZ0870  ___________________________________________________________________
 BZ0870  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BZ0870  DYNAMIC HT  -         220.506 (meters)     723.44  (feet)  COMP
 BZ0870  MODELED GRAV-     979,333.6   (mgal)                       NAVD 88
 BZ0870
 BZ0870  VERT ORDER  -  SECOND    CLASS 0
 BZ0870
 BZ0870.The horizontal coordinates were scaled from a topographic map and have
 BZ0870.an estimated accuracy of +/- 6 seconds.
 BZ0870
 BZ0870.The orthometric height was determined by differential leveling
 BZ0870.and adjusted by the National Geodetic Survey in June 1991..
 BZ0870
 BZ0870.The geoid height was determined by GEOID03.
 BZ0870
 BZ0870.The dynamic height is computed by dividing the NAVD 88
 BZ0870.geopotential number by the normal gravity value computed on the
 BZ0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0870.degrees latitude (g = 980.6199 gals.).
 BZ0870
 BZ0870.The modeled gravity was interpolated from observed gravity values.
 BZ0870
 BZ0870;                    North         East    Units  Estimated Accuracy
 BZ0870;SPC TX C     - 3,200,040.      978,690.      MT  (+/- 180 meters Scaled)
 BZ0870
 BZ0870                          SUPERSEDED SURVEY CONTROL
 BZ0870
 BZ0870  NGVD 29 (??/??/92)  220.747  (m)          724.23   (f) ADJ UNCH    2 0
 BZ0870
 BZ0870.Superseded values are not recommended for survey control.
 BZ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0870.See file dsdata.txt to determine how the superseded data were derived.
 BZ0870
 BZ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV519792(NAD 83)
 BZ0870_MARKER: DB = BENCH MARK DISK
 BZ0870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0870_SP_SET: MILEPOST
 BZ0870_STAMPING: 243
 BZ0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0870
 BZ0870  HISTORY     - Date     Condition        Report By
 BZ0870  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0870  HISTORY     - 1943     GOOD             NGS
 BZ0870  HISTORY     - 19910527 MARK NOT FOUND   USPSQD
 BZ0870
 BZ0870                          STATION DESCRIPTION
 BZ0870
 BZ0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BZ0870'0.1 MI S FROM MCGREGOR.
 BZ0870'0.1 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0870'MCGREGOR, MCLENNAN COUNTY, AT MILEPOST 243, AND 14 FEET EAST OF THE
 BZ0870'CENTERLINE OF THE MAIN TRACK.  THE HIGH POINT OF A VERTICAL RAIL,
 BZ0870'PROJECTING ABOUT 1-1/2 FEET ABOVE GROUND.  NOTE-- 2X4 ON WHICH WOOD
 BZ0870'MARKER IS NAILED IS ROTTEN AND SHOULD BE RENEWED.
 BZ0870
 BZ0870                          STATION RECOVERY (1991)
 BZ0870
 BZ0870'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1210 ***********************************************************************
 BY1210  DESIGNATION -  243.662
 BY1210  PID         -  BY1210
 BY1210  STATE/COUNTY-  TX/NACOGDOCHES
 BY1210  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1210
 BY1210                         *CURRENT SURVEY CONTROL
 BY1210  ___________________________________________________________________
 BY1210* NAD 83(1986)-  31 31 08.     (N)    094 38 53.     (W)     SCALED    
 BY1210* NAVD 88     -        74.19   (+/-2cm)     243.4    (feet)  VERTCON   
 BY1210  ___________________________________________________________________
 BY1210  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY1210
 BY1210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1210
 BY1210.The horizontal coordinates were scaled from a topographic map and have
 BY1210.an estimated accuracy of +/- 6 seconds.
 BY1210
 BY1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1210.The vertical order pertains to the NGVD 29 superseded value.
 BY1210
 BY1210.The geoid height was determined by GEOID03.
 BY1210
 BY1210;                    North         East    Units  Estimated Accuracy
 BY1210;SPC TX C     - 3,219,130.    1,239,730.      MT  (+/- 180 meters Scaled)
 BY1210
 BY1210                          SUPERSEDED SURVEY CONTROL
 BY1210
 BY1210  NGVD 29 (??/??/92)   74.270  (m)          243.67   (f) ADJ UNCH    2 0
 BY1210
 BY1210.Superseded values are not recommended for survey control.
 BY1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1210.See file dsdata.txt to determine how the superseded data were derived.
 BY1210
 BY1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ435882(NAD 83)
 BY1210_MARKER: S = SPIKE
 BY1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1210_SP_SET: TREE
 BY1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1210
 BY1210  HISTORY     - Date     Condition        Report By
 BY1210  HISTORY     - UNK      MONUMENTED       USGS
 BY1210  HISTORY     - 1948     GOOD             NGS
 BY1210  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1210
 BY1210                          STATION DESCRIPTION
 BY1210
 BY1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1210'6.95 MI SE FROM NACOGDOCHES.
 BY1210'5.65 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1210'STATION AT NACOGDOCHES, THENCE 1.3 MILES SOUTHEAST ALONG A GRADED DIRT
 BY1210'ROAD, AT A ROAD JUNCTION, 37.0 FEET WEST OF THE CENTER LINE OF A
 BY1210'NORTH-SOUTH ROAD, 28.0 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING
 BY1210'WEST, A LARGE SPIKE DRIVEN IN THE SOUTHWEST FACE OF A 16-INCH OAK TREE
 BY1210'AND ABOUT 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.
 BY1210
 BY1210                          STATION RECOVERY (1998)
 BY1210
 BY1210'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0199 ***********************************************************************
 CU0199  DESIGNATION -  2440
 CU0199  PID         -  CU0199
 CU0199  STATE/COUNTY-  TX/NOLAN
 CU0199  USGS QUAD   -  MARYNEAL (1969)
 CU0199
 CU0199                         *CURRENT SURVEY CONTROL
 CU0199  ___________________________________________________________________
 CU0199* NAD 83(1986)-  32 11 10.     (N)    100 25 53.     (W)     SCALED    
 CU0199* NAVD 88     -       743.902  (meters)    2440.62   (feet)  ADJUSTED  
 CU0199  ___________________________________________________________________
 CU0199  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CU0199  DYNAMIC HT  -         742.906 (meters)    2437.35  (feet)  COMP
 CU0199  MODELED GRAV-     979,274.9   (mgal)                       NAVD 88
 CU0199
 CU0199  VERT ORDER  -  SECOND    CLASS 0
 CU0199
 CU0199.The horizontal coordinates were scaled from a topographic map and have
 CU0199.an estimated accuracy of +/- 6 seconds.
 CU0199
 CU0199.The orthometric height was determined by differential leveling
 CU0199.and adjusted by the National Geodetic Survey in June 1991..
 CU0199
 CU0199.The geoid height was determined by GEOID03.
 CU0199
 CU0199.The dynamic height is computed by dividing the NAVD 88
 CU0199.geopotential number by the normal gravity value computed on the
 CU0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0199.degrees latitude (g = 980.6199 gals.).
 CU0199
 CU0199.The modeled gravity was interpolated from observed gravity values.
 CU0199
 CU0199;                    North         East    Units  Estimated Accuracy
 CU0199;SPC TXNC     - 2,059,280.      417,880.      MT  (+/- 180 meters Scaled)
 CU0199
 CU0199                          SUPERSEDED SURVEY CONTROL
 CU0199
 CU0199  NGVD 29 (??/??/92)  743.664  (m)         2439.84   (f) ADJ UNCH    2 0
 CU0199
 CU0199.Superseded values are not recommended for survey control.
 CU0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0199.See file dsdata.txt to determine how the superseded data were derived.
 CU0199
 CU0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA650619(NAD 83)
 CU0199_MARKER: P = PIPE CAP
 CU0199_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0199_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0199_STAMPING: 2440 1921
 CU0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0199
 CU0199  HISTORY     - Date     Condition        Report By
 CU0199  HISTORY     - 1921     MONUMENTED       USGS
 CU0199  HISTORY     - 1958     GOOD             NGS
 CU0199
 CU0199                          STATION DESCRIPTION
 CU0199
 CU0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0199'3.4 MI S FROM MARYNEAL.
 CU0199'3.4 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0199'STATION AT MARYNEAL, NOLAN COUNTY, 100 FEET NORTH OF MILEPOST 661, AT
 CU0199'THE SOUTH END OF A CUT, AND 50 FEET WEST OF THE CENTERLINE OF THE
 CU0199'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2440
 CU0199'1921 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  THE PIPE
 CU0199'PROJECTS ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1121 ***********************************************************************
 AI1121  FBN         -  This is a Federal Base Network Control Station.
 AI1121  TIDAL BM    -  This is a Tidal Bench Mark.
 AI1121  DESIGNATION -  2440 A
 AI1121  PID         -  AI1121
 AI1121  STATE/COUNTY-  TX/BRAZORIA
 AI1121  USGS QUAD   -  FREEPORT (1974)
 AI1121
 AI1121                         *CURRENT SURVEY CONTROL
 AI1121  ___________________________________________________________________
 AI1121* NAD 83(1993)-  28 56 57.36349(N)    095 18 34.18210(W)     ADJUSTED  
 AI1121* NAVD 88     -         3.5    (meters)      11.     (feet)  GPS OBS   
 AI1121  ___________________________________________________________________
 AI1121  X           -    -516,861.474 (meters)                     COMP
 AI1121  Y           -  -5,561,576.645 (meters)                     COMP
 AI1121  Z           -   3,068,971.010 (meters)                     COMP
 AI1121  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AI1121  ELLIP HEIGHT-         -22.83  (meters)          (05/01/00) GPS OBS
 AI1121  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AI1121
 AI1121  HORZ ORDER  -  A
 AI1121  ELLP ORDER  -  THIRD     CLASS I
 AI1121
 AI1121.The horizontal coordinates were established by GPS observations
 AI1121.and adjusted by the National Geodetic Survey in May 2000..
 AI1121
 AI1121.The orthometric height was determined by GPS observations and a
 AI1121.high-resolution geoid model.
 AI1121
 AI1121.This Tidal Bench Mark is designated as VM 864
 AI1121.by the Center for Operational Oceanographic Products and Services.
 AI1121
 AI1121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1121
 AI1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1121
 AI1121.The ellipsoidal height was determined by GPS observations
 AI1121.and is referenced to NAD 83.
 AI1121
 AI1121.The geoid height was determined by GEOID03.
 AI1121
 AI1121;                    North         East     Units Scale Factor Converg.
 AI1121;SPC TXSC     - 4,129,351.364   959,673.417   MT  0.99988574   +1 48 28.9
 AI1121;SPC TXSC     -13,547,713.60  3,148,528.54   sFT  0.99988574   +1 48 28.9
 AI1121;UTM  15      - 3,204,561.482   274,912.963   MT  1.00022525   -1 07 06.1
 AI1121
 AI1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1121!SPC TXSC     -   1.00000359  x   0.99988574  =   0.99988933
 AI1121!UTM  15      -   1.00000359  x   1.00022525  =   1.00022884
 AI1121
 AI1121                          SUPERSEDED SURVEY CONTROL
 AI1121
 AI1121.No superseded survey control is available for this station.
 AI1121
 AI1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7491304561(NAD 83)
 AI1121_MARKER: DB = BENCH MARK DISK
 AI1121_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI1121_STAMPING: 2440 A 1980
 AI1121_MARK LOGO: NOS   
 AI1121_PROJECTION: RECESSED 3 CENTIMETERS
 AI1121_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1121+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1998
 AI1121_ROD/PIPE-DEPTH: 13.7 meters
 AI1121
 AI1121  HISTORY     - Date     Condition        Report By
 AI1121  HISTORY     - 1980     MONUMENTED       NOS
 AI1121  HISTORY     - 19980217 GOOD             NGS
 AI1121
 AI1121                          STATION DESCRIPTION
 AI1121
 AI1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AI1121'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) EAST OF FREEPORT, 1.6 KM
 AI1121'(1.00 MI) NORTH OF SURFSIDE BEACH AT THE DOW CHEMICAL OPERATIONS PLANT
 AI1121'IN FREEPORT TX, ON THE WEST SIDE OF THE DOW BARGE CANAL AT THE SKIMMER
 AI1121'GATE JUST NORTH OF THE INTRACOASTAL WATERWAY.  OWNERSHIP--THE DOW
 AI1121'CHEMICAL COMPANY-TEXAS OPERATIONS, 2301 NORTH BRAZOSPORT BLVD,
 AI1121'FREEPORT TX 77541, PHONE 409-238-2011.  CONTACT SECURITY ONE BUSINESS
 AI1121'DAY IN ADVANCE TO ARRANGE FOR A REQUIRED ESCORT, PHONE 409-238-2112.
 AI1121'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 332 AND
 AI1121'BUSINESS STATE HIGHWAY 288 ON THE SOUTH SIDE OF CLUTE, GO SOUTH ON
 AI1121'STATE HIGHWAY 332 FOR 5.5 KM (3.40 MI) TO A CROSSROAD WHICH IS 6.0 KM
 AI1121'(3.70 MI) NORTH FROM THE JUNCTION OF COUNTY HIGHWAY 257 (BLUEWATER
 AI1121'HIGHWAY) IN SURFSIDE BEACH.  TURN RIGHT AND GO SOUTHWEST ON FARM ROAD
 AI1121'523 FOR 1.9 KM (1.20 MI) TO A CROSSROAD JUST PAST A BRIDGE OVER THE
 AI1121'DOW BARGE CANAL.  TURN LEFT AND GO SOUTH FOR 0.15 KM (0.10 MI) TO THE
 AI1121'GUARD HOUSE AT GATE 41 AND CONTACT ESCORT.  PASS THROUGH THE GATE AND
 AI1121'GO SOUTH ON LEVEE ROAD AND SKIMMER ROAD (FORMER COUNTY HIGHWAY 229)
 AI1121'FOR 3.6 KM (2.25 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON BASE
 AI1121'ROAD FOR ABOUT 76.2 M (250.0 FT) TO A ROAD ON RIGHT BEFORE CROSSING A
 AI1121'BRIDGE.  TURN RIGHT AND GO SOUTH ON LEVEE RD FOR 1.0 KM (0.60 MI) TO
 AI1121'AN OVERHEAD PIPELINE CROSSING, THE SKIMMER GATE WITH TIDE GAUGE ON
 AI1121'LEFT, AND THE STATION AHEAD ON LEFT.  THE MARK IS A NATIONAL OCEAN
 AI1121'SURVEY BENCHMARK DISK CRIMPED ONTO A STAINLESS STEEL ROD OF RECORD
 AI1121'LENGTH 13.7 M (44.9 FT) WITHOUT GREASED SLEEVE, ENCASED IN A 15 CM (6
 AI1121'IN) PVC PIPE WITH SCREW PLUG SURROUNDED WITH CONCRETE.  THE MARK IS
 AI1121'RECESSED 16 CM BELOW THE TOP OF THE ENCASEMENT PIPE.  THE TOP OF PIPE
 AI1121'IS RECESSED 3 CM BELOW THE GROUND.  THE STATION IS LOCATED 31.6 M
 AI1121'(103.7 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE METAL WALKWAY TO
 AI1121'THE SKIMMER GATE, 26.9 M (88.3 FT) SOUTHEAST FROM THE SOUTHEAST CORNER
 AI1121'OF THE CONCRETE FOUNDATION FOR THE SOUTHEAST STEEL COLUMN SUPPORTING
 AI1121'THE PIPES OVER THE LEVEE ROAD, 24.2 M (79.4 FT) EAST-NORTHEAST AND
 AI1121'ACROSS THE ROAD FROM THE VERTICAL RISER OF A FIRE WATER SUPPLY PIPE,
 AI1121'24.2 M (79.4 FT) SOUTH FROM A LINE THRU THE SOUTH FACES OF A SERIES OF
 AI1121'CONCRETE FOOTINGS ON THE SOUTH SIDE OF AN ELEVATED PIPELINE, 17.0 M
 AI1121'(55.8 FT) EAST FROM THE CENTER OF THE TWO LANE ASPHALT ROAD AND 0.5 M
 AI1121'(1.6 FT) WEST FROM A METAL AND FIBERGLASS NGS WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0352 ***********************************************************************
 CB0352  DESIGNATION -  2442 USGS
 CB0352  PID         -  CB0352
 CB0352  STATE/COUNTY-  TX/IRION
 CB0352  USGS QUAD   -  SUGGS (1971)
 CB0352
 CB0352                         *CURRENT SURVEY CONTROL
 CB0352  ___________________________________________________________________
 CB0352* NAD 83(1986)-  31 07 19.     (N)    101 02 18.     (W)     SCALED    
 CB0352* NAVD 88     -       744.760  (meters)    2443.43   (feet)  ADJUSTED  
 CB0352  ___________________________________________________________________
 CB0352  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CB0352  DYNAMIC HT  -         743.691 (meters)    2439.93  (feet)  COMP
 CB0352  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 CB0352
 CB0352  VERT ORDER  -  SECOND    CLASS 0
 CB0352
 CB0352.The horizontal coordinates were scaled from a topographic map and have
 CB0352.an estimated accuracy of +/- 6 seconds.
 CB0352
 CB0352.The orthometric height was determined by differential leveling
 CB0352.and adjusted by the National Geodetic Survey in June 1991..
 CB0352
 CB0352.The geoid height was determined by GEOID03.
 CB0352
 CB0352.The dynamic height is computed by dividing the NAVD 88
 CB0352.geopotential number by the normal gravity value computed on the
 CB0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0352.degrees latitude (g = 980.6199 gals.).
 CB0352
 CB0352.The modeled gravity was interpolated from observed gravity values.
 CB0352
 CB0352;                    North         East    Units  Estimated Accuracy
 CB0352;SPC TX C     - 3,161,540.      632,760.      MT  (+/- 180 meters Scaled)
 CB0352
 CB0352                          SUPERSEDED SURVEY CONTROL
 CB0352
 CB0352  NGVD 29 (??/??/92)  744.524  (m)         2442.66   (f) ADJ UNCH    2 0
 CB0352
 CB0352.Superseded values are not recommended for survey control.
 CB0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0352.See file dsdata.txt to determine how the superseded data were derived.
 CB0352
 CB0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV056449(NAD 83)
 CB0352_MARKER: DB = BENCH MARK DISK
 CB0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0352_STAMPING: TEX. 1920 2442
 CB0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0352+STABILITY: SURFACE MOTION
 CB0352
 CB0352  HISTORY     - Date     Condition        Report By
 CB0352  HISTORY     - 1920     MONUMENTED       USGS
 CB0352  HISTORY     - 1934     GOOD             NGS
 CB0352  HISTORY     - 1940     GOOD             NGS
 CB0352  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0352
 CB0352                          STATION DESCRIPTION
 CB0352
 CB0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0352'8.0 MI E FROM BARNHART.
 CB0352'8.0 MILES E OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.5 MIL W OF MILE
 CB0352'POST 763.  50 FT N OF CENTER OF TRACK.  2 FT S OF R/W FENCE.  NOTE --
 CB0352'A STANDARD CAP RIVIETED ON THE TOP OF A 3 1/2 IN. PIPE, NOT A CAP IN A
 CB0352'CONCRETE POST.
 CB0352
 CB0352                          STATION RECOVERY (1940)
 CB0352
 CB0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0352'RECOVERED IN GOOD CONDITION.
 CB0352
 CB0352                          STATION RECOVERY (1981)
 CB0352
 CB0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0265 ***********************************************************************
 EN0265  DESIGNATION -  2449+50
 EN0265  PID         -  EN0265
 EN0265  STATE/COUNTY-  TX/FLOYD
 EN0265  USGS QUAD   -  QUITAQUE (1967)
 EN0265
 EN0265                         *CURRENT SURVEY CONTROL
 EN0265  ___________________________________________________________________
 EN0265* NAD 83(1986)-  34 18 34.     (N)    101 05 28.     (W)     SCALED    
 EN0265* NAVD 88     -       779.084  (meters)    2556.04   (feet)  ADJUSTED  
 EN0265  ___________________________________________________________________
 EN0265  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EN0265  DYNAMIC HT  -         778.128 (meters)    2552.91  (feet)  COMP
 EN0265  MODELED GRAV-     979,384.0   (mgal)                       NAVD 88
 EN0265
 EN0265  VERT ORDER  -  FIRST     CLASS II
 EN0265
 EN0265.The horizontal coordinates were scaled from a topographic map and have
 EN0265.an estimated accuracy of +/- 6 seconds.
 EN0265
 EN0265.The orthometric height was determined by differential leveling
 EN0265.and adjusted by the National Geodetic Survey in June 1991..
 EN0265
 EN0265.The geoid height was determined by GEOID03.
 EN0265
 EN0265.The dynamic height is computed by dividing the NAVD 88
 EN0265.geopotential number by the normal gravity value computed on the
 EN0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0265.degrees latitude (g = 980.6199 gals.).
 EN0265
 EN0265.The modeled gravity was interpolated from observed gravity values.
 EN0265
 EN0265;                    North         East    Units  Estimated Accuracy
 EN0265;SPC TXNC     - 2,296,030.      361,490.      MT  (+/- 180 meters Scaled)
 EN0265
 EN0265                          SUPERSEDED SURVEY CONTROL
 EN0265
 EN0265  NGVD 29 (??/??/92)  778.751  (m)         2554.95   (f) ADJ UNCH    1 2
 EN0265
 EN0265.Superseded values are not recommended for survey control.
 EN0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0265.See file dsdata.txt to determine how the superseded data were derived.
 EN0265
 EN0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC075984(NAD 83)
 EN0265_MARKER: Z = SEE DESCRIPTION
 EN0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0265
 EN0265  HISTORY     - Date     Condition        Report By
 EN0265  HISTORY     - UNK      MONUMENTED       BNRR
 EN0265  HISTORY     - 1958     GOOD             NGS
 EN0265
 EN0265                          STATION DESCRIPTION
 EN0265
 EN0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0265'4.2 MI SW FROM QUITAQUE.
 EN0265'4.2 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0265'THE STATION AT QUITAQUE, BRISCOE COUNTY, ABOUT 1.7 MILES NORTHEAST OF
 EN0265'THE SIGNBOARD AT EDGIN, AT STATION 2449+50 (MILEAGE 283.44), ABOUT 50
 EN0265'YARDS SOUTHEAST OF BRIDGE P 283.40, 93 FEET EAST OF THE TRACK, AND 8
 EN0265'FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE TOP OF A CONCRETE-FILLED
 EN0265'PIPE PROJECTING ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0195 ***********************************************************************
 CU0195  DESIGNATION -  2461
 CU0195  PID         -  CU0195
 CU0195  STATE/COUNTY-  TX/NOLAN
 CU0195  USGS QUAD   -  LAKE TRAMMELL (1969)
 CU0195
 CU0195                         *CURRENT SURVEY CONTROL
 CU0195  ___________________________________________________________________
 CU0195* NAD 83(1986)-  32 16 49.     (N)    100 27 02.     (W)     SCALED    
 CU0195* NAVD 88     -       750.358  (meters)    2461.80   (feet)  ADJUSTED  
 CU0195  ___________________________________________________________________
 CU0195  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CU0195  DYNAMIC HT  -         749.348 (meters)    2458.49  (feet)  COMP
 CU0195  MODELED GRAV-     979,267.2   (mgal)                       NAVD 88
 CU0195
 CU0195  VERT ORDER  -  SECOND    CLASS 0
 CU0195
 CU0195.The horizontal coordinates were scaled from a topographic map and have
 CU0195.an estimated accuracy of +/- 6 seconds.
 CU0195
 CU0195.The orthometric height was determined by differential leveling
 CU0195.and adjusted by the National Geodetic Survey in June 1991..
 CU0195
 CU0195.The geoid height was determined by GEOID03.
 CU0195
 CU0195.The dynamic height is computed by dividing the NAVD 88
 CU0195.geopotential number by the normal gravity value computed on the
 CU0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0195.degrees latitude (g = 980.6199 gals.).
 CU0195
 CU0195.The modeled gravity was interpolated from observed gravity values.
 CU0195
 CU0195;                    North         East    Units  Estimated Accuracy
 CU0195;SPC TXNC     - 2,069,750.      416,270.      MT  (+/- 180 meters Scaled)
 CU0195
 CU0195                          SUPERSEDED SURVEY CONTROL
 CU0195
 CU0195  NGVD 29 (??/??/92)  750.111  (m)         2460.99   (f) ADJ UNCH    2 0
 CU0195
 CU0195.Superseded values are not recommended for survey control.
 CU0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0195.See file dsdata.txt to determine how the superseded data were derived.
 CU0195
 CU0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA633724(NAD 83)
 CU0195_MARKER: P = PIPE CAP
 CU0195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0195_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0195_STAMPING: 2460.989 2461 1921
 CU0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0195
 CU0195  HISTORY     - Date     Condition        Report By
 CU0195  HISTORY     - 1921     MONUMENTED       USGS
 CU0195  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0195  HISTORY     - 1969     MARK NOT FOUND   USGS
 CU0195
 CU0195                          STATION DESCRIPTION
 CU0195
 CU0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0195'3.6 MI N FROM MARYNEAL.
 CU0195'3.6 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0195'STATION AT MARYNEAL, NOLAN COUNTY, 0.1 MILE NORTH OF MILEPOST 654, 300
 CU0195'FEET SOUTH OF BRIDGE NO. 653.8, AND 30 FEET WEST OF THE CENTERLINE OF
 CU0195'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 CU0195'2460.989 2461 1921 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 CU0195'NOTE-- BM IS SOFT. EAST OF THE CENTERLINE OF THE TRACK. NOTE-- THE
 CU0195'AREA IS CLEAR AND THERE WERE NO INDICATIONS OF DRIFTED SOIL THAT COULD
 CU0195'COVER THE MARK.
 CU0195
 CU0195                          STATION RECOVERY (1969)
 CU0195
 CU0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0401 ***********************************************************************
 CB0401  DESIGNATION -  2471 USGS
 CB0401  PID         -  CB0401
 CB0401  STATE/COUNTY-  TX/UPTON
 CB0401  USGS QUAD   -  RANKIN (1970)
 CB0401
 CB0401                         *CURRENT SURVEY CONTROL
 CB0401  ___________________________________________________________________
 CB0401* NAD 83(1986)-  31 12 10.     (N)    101 58 29.     (W)     SCALED    
 CB0401* NAVD 88     -       753.403  (meters)    2471.79   (feet)  ADJUSTED  
 CB0401  ___________________________________________________________________
 CB0401  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CB0401  DYNAMIC HT  -         752.307 (meters)    2468.19  (feet)  COMP
 CB0401  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 CB0401
 CB0401  VERT ORDER  -  FIRST     CLASS II
 CB0401
 CB0401.The horizontal coordinates were scaled from a topographic map and have
 CB0401.an estimated accuracy of +/- 6 seconds.
 CB0401
 CB0401.The orthometric height was determined by differential leveling
 CB0401.and adjusted by the National Geodetic Survey in June 1991..
 CB0401
 CB0401.The geoid height was determined by GEOID03.
 CB0401
 CB0401.The dynamic height is computed by dividing the NAVD 88
 CB0401.geopotential number by the normal gravity value computed on the
 CB0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0401.degrees latitude (g = 980.6199 gals.).
 CB0401
 CB0401.The modeled gravity was interpolated from observed gravity values.
 CB0401
 CB0401;                    North         East    Units  Estimated Accuracy
 CB0401;SPC TX C     - 3,171,440.      543,600.      MT  (+/- 180 meters Scaled)
 CB0401
 CB0401                          SUPERSEDED SURVEY CONTROL
 CB0401
 CB0401  NGVD 29 (??/??/92)  753.101  (m)         2470.80   (f) ADJ UNCH    1 2
 CB0401
 CB0401.Superseded values are not recommended for survey control.
 CB0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0401.See file dsdata.txt to determine how the superseded data were derived.
 CB0401
 CB0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV165558(NAD 83)
 CB0401_MARKER: P = PIPE CAP
 CB0401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CB0401_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CB0401_STAMPING: TEXAS 1920 2471 2470.799
 CB0401_MARK LOGO: USGS  
 CB0401_PROJECTION: PROJECTING 15 CENTIMETERS
 CB0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0401_ROD/PIPE-DEPTH: 3.0  meters
 CB0401
 CB0401  HISTORY     - Date     Condition        Report By
 CB0401  HISTORY     - 1920     MONUMENTED       USGS
 CB0401  HISTORY     - 1971     GOOD             NGS
 CB0401  HISTORY     - 1981     GOOD             NGS
 CB0401
 CB0401                          STATION DESCRIPTION
 CB0401
 CB0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CB0401'2.5 MI SW FROM RANKIN.
 CB0401'ABOUT 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 67 FROM THE ATCHISON,
 CB0401'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.45 MILE
 CB0401'SOUTHWEST OF THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CB0401'COMPANY TRACKS AND A ROAD, 0.15 MILE SOUTHWEST OF A RAILROAD TRESTLE,
 CB0401'IN THE CENTER OF TWO HIGHWAY CULVERTS, 113 FEET SOUTHEAST OF THE
 CB0401'CENTER LINE OF THE HIGHWAY, 42 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 CB0401'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY TRACKS, 8 FEET
 CB0401'SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.2 FEET
 CB0401'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 CB0401'THE TRACKS, ABOUT LEVEL WITH THE HIGHWAY, A U.S. GEOLOGICAL SURVEY CAP
 CB0401'ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 4 INCHES.
 CB0401
 CB0401                          STATION RECOVERY (1981)
 CB0401
 CB0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0401'4.1 KM (2.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CB0401'WITH STATE HIGHWAY 349 IN RANKIN, 0.8 KM (0.5 MI) SOUTHWEST OF THE
 CB0401'ATCHISON, TOPEKA AND SANTA FE RAILROAD MILEPOST 822, 0.6 KM (0.35 MI)
 CB0401'SOUTHWEST OF A GRAVELED ROAD LEADING SOUTHEAST, 34.1 METERS (111.9 FT)
 CB0401'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.8 METERS (42.0 FT)
 CB0401'NORTHWEST OF THE NEAR RAIL AND 2.7 METERS (8.9 FT) SOUTHWEST OF A
 CB0401'UTILITY POLE.
 CB0401'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0156 ***********************************************************************
 CC0156  DESIGNATION -  2484 USGS
 CC0156  PID         -  CC0156
 CC0156  STATE/COUNTY-  TX/UPTON
 CC0156  USGS QUAD   -  SQUARE TOP MOUNTAIN (1972)
 CC0156
 CC0156                         *CURRENT SURVEY CONTROL
 CC0156  ___________________________________________________________________
 CC0156* NAD 83(1986)-  31 09 02.     (N)    102 04 34.     (W)     SCALED    
 CC0156* NAVD 88     -       757.192  (meters)    2484.22   (feet)  ADJUSTED  
 CC0156  ___________________________________________________________________
 CC0156  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CC0156  DYNAMIC HT  -         756.100 (meters)    2480.64  (feet)  COMP
 CC0156  MODELED GRAV-     979,174.6   (mgal)                       NAVD 88
 CC0156
 CC0156  VERT ORDER  -  SECOND    CLASS 0
 CC0156
 CC0156.The horizontal coordinates were scaled from a topographic map and have
 CC0156.an estimated accuracy of +/- 6 seconds.
 CC0156
 CC0156.The orthometric height was determined by differential leveling
 CC0156.and adjusted by the National Geodetic Survey in June 1991..
 CC0156
 CC0156.The geoid height was determined by GEOID03.
 CC0156
 CC0156.The dynamic height is computed by dividing the NAVD 88
 CC0156.geopotential number by the normal gravity value computed on the
 CC0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0156.degrees latitude (g = 980.6199 gals.).
 CC0156
 CC0156.The modeled gravity was interpolated from observed gravity values.
 CC0156
 CC0156;                    North         East    Units  Estimated Accuracy
 CC0156;SPC TX C     - 3,165,800.      533,850.      MT  (+/- 180 meters Scaled)
 CC0156
 CC0156                          SUPERSEDED SURVEY CONTROL
 CC0156
 CC0156  NGVD 29 (??/??/92)  756.907  (m)         2483.29   (f) ADJ UNCH    2 0
 CC0156
 CC0156.Superseded values are not recommended for survey control.
 CC0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0156.See file dsdata.txt to determine how the superseded data were derived.
 CC0156
 CC0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ787499(NAD 83)
 CC0156_MARKER: DD = SURVEY DISK
 CC0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0156_STAMPING: TEX 1920 2484
 CC0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0156
 CC0156  HISTORY     - Date     Condition        Report By
 CC0156  HISTORY     - 1920     MONUMENTED       USGS
 CC0156  HISTORY     - 1934     GOOD             NGS
 CC0156  HISTORY     - 1940     MARK NOT FOUND   NGS
 CC0156
 CC0156                          STATION DESCRIPTION
 CC0156
 CC0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CC0156'9.0 MI E FROM MCCAMEY.
 CC0156'9.0 MILES E OF AND ALONG THE PANHANDLE AND S F R R.  55 FT. N OF
 CC0156'TRACKS, 8 FT. NE OF MILE POST 829.6.  AN IRON POST.
 CC0156
 CC0156                          STATION RECOVERY (1940)
 CC0156
 CC0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CC0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0221 ***********************************************************************
 BM0221  DESIGNATION -  249 USGS
 BM0221  PID         -  BM0221
 BM0221  STATE/COUNTY-  TX/BURLESON
 BM0221  USGS QUAD   -  SOMERVILLE (1988)
 BM0221
 BM0221                         *CURRENT SURVEY CONTROL
 BM0221  ___________________________________________________________________
 BM0221* NAD 83(1986)-  30 20 44.     (N)    096 31 28.     (W)     SCALED    
 BM0221* NAVD 88     -        76.04   (+/-2cm)     249.5    (feet)  VERTCON   
 BM0221  ___________________________________________________________________
 BM0221  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BM0221
 BM0221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0221
 BM0221.The horizontal coordinates were scaled from a topographic map and have
 BM0221.an estimated accuracy of +/- 6 seconds.
 BM0221
 BM0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0221.The vertical order pertains to the NGVD 29 superseded value.
 BM0221
 BM0221.The geoid height was determined by GEOID03.
 BM0221
 BM0221;                    North         East    Units  Estimated Accuracy
 BM0221;SPC TX C     - 3,081,530.    1,066,140.      MT  (+/- 180 meters Scaled)
 BM0221
 BM0221                          SUPERSEDED SURVEY CONTROL
 BM0221
 BM0221  NGVD 29 (??/??/92)   76.006  (m)          249.36   (f) ADJ UNCH    2 0
 BM0221
 BM0221.Superseded values are not recommended for survey control.
 BM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0221.See file dsdata.txt to determine how the superseded data were derived.
 BM0221
 BM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU379596(NAD 83)
 BM0221_MARKER: P = PIPE CAP
 BM0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0221
 BM0221  HISTORY     - Date     Condition        Report By
 BM0221  HISTORY     - UNK      MONUMENTED       USGS
 BM0221  HISTORY     - 1934     GOOD             NGS
 BM0221  HISTORY     - 1954     MARK NOT FOUND   NGS
 BM0221
 BM0221                          STATION DESCRIPTION
 BM0221
 BM0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BM0221'IN SOMERVILLE.
 BM0221'70 YARDS EAST OF DEPOT, 15 YARDS SOUTH OF THE CENTER OF A STREET.
 BM0221
 BM0221                          STATION RECOVERY (1954)
 BM0221
 BM0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1895 ***********************************************************************
 BK1895  DESIGNATION -  249.57 ATSFRR
 BK1895  PID         -  BK1895
 BK1895  STATE/COUNTY-  TX/JASPER
 BK1895  USGS QUAD   -  JASPER EAST (1984)
 BK1895
 BK1895                         *CURRENT SURVEY CONTROL
 BK1895  ___________________________________________________________________
 BK1895* NAD 83(1986)-  30 57 36.     (N)    093 58 38.     (W)     SCALED    
 BK1895* NAVD 88     -        76.32   (+/-2cm)     250.4    (feet)  VERTCON   
 BK1895  ___________________________________________________________________
 BK1895  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BK1895
 BK1895  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1895
 BK1895.The horizontal coordinates were scaled from a topographic map and have
 BK1895.an estimated accuracy of +/- 6 seconds.
 BK1895
 BK1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1895.The vertical order pertains to the NGVD 29 superseded value.
 BK1895
 BK1895.The geoid height was determined by GEOID03.
 BK1895
 BK1895;                    North         East    Units  Estimated Accuracy
 BK1895;SPC TX C     - 3,160,720.    1,306,890.      MT  (+/- 180 meters Scaled)
 BK1895
 BK1895                          SUPERSEDED SURVEY CONTROL
 BK1895
 BK1895  NGVD 29 (??/??/??)   76.319  (m)          250.39   (f) ADJUSTED    1 2
 BK1895
 BK1895.Superseded values are not recommended for survey control.
 BK1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1895.See file dsdata.txt to determine how the superseded data were derived.
 BK1895
 BK1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ066255(NAD 83)
 BK1895_MARKER: Z = SEE DESCRIPTION
 BK1895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1895_SP_SET: RAIL
 BK1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1895
 BK1895  HISTORY     - Date     Condition        Report By
 BK1895  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1895  HISTORY     - 1932     GOOD             CGS
 BK1895  HISTORY     - 1934     GOOD             CGS
 BK1895
 BK1895                          STATION DESCRIPTION
 BK1895
 BK1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1895'2.3 MI N FROM JASPER.
 BK1895'2.3 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1895'STATION AT JASPER, JASPER COUNTY, 35 FEET WEST OF THE TRACK, AND 3
 BK1895'FEET WEST OF MILE POLE 76.  THE TOP OF A VERTICAL RAIL PROJECTING 1
 BK1895'FOOT ABOVE GROUND.
 BK1895
 BK1895                          STATION RECOVERY (1934)
 BK1895
 BK1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0168 ***********************************************************************
 EN0168  DESIGNATION -  249.89
 EN0168  PID         -  EN0168
 EN0168  STATE/COUNTY-  TX/HALL
 EN0168  USGS QUAD   -  MEMPHIS (1985)
 EN0168
 EN0168                         *CURRENT SURVEY CONTROL
 EN0168  ___________________________________________________________________
 EN0168* NAD 83(1986)-  34 42 54.     (N)    100 31 24.     (W)     SCALED    
 EN0168* NAVD 88     -       617.356  (meters)    2025.44   (feet)  ADJUSTED  
 EN0168  ___________________________________________________________________
 EN0168  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 EN0168  DYNAMIC HT  -         616.666 (meters)    2023.18  (feet)  COMP
 EN0168  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 EN0168
 EN0168  VERT ORDER  -  FIRST     CLASS II
 EN0168
 EN0168.The horizontal coordinates were scaled from a topographic map and have
 EN0168.an estimated accuracy of +/- 6 seconds.
 EN0168
 EN0168.The orthometric height was determined by differential leveling
 EN0168.and adjusted by the National Geodetic Survey in June 1991..
 EN0168
 EN0168.The geoid height was determined by GEOID03.
 EN0168
 EN0168.The dynamic height is computed by dividing the NAVD 88
 EN0168.geopotential number by the normal gravity value computed on the
 EN0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0168.degrees latitude (g = 980.6199 gals.).
 EN0168
 EN0168.The modeled gravity was interpolated from observed gravity values.
 EN0168
 EN0168;                    North         East    Units  Estimated Accuracy
 EN0168;SPC TX N     - 1,079,760.      289,460.      MT  (+/- 180 meters Scaled)
 EN0168
 EN0168                          SUPERSEDED SURVEY CONTROL
 EN0168
 EN0168  NGVD 29 (??/??/92)  617.053  (m)         2024.45   (f) ADJ UNCH    1 2
 EN0168
 EN0168.Superseded values are not recommended for survey control.
 EN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0168.See file dsdata.txt to determine how the superseded data were derived.
 EN0168
 EN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD605424(NAD 83)
 EN0168_MARKER: Z = SEE DESCRIPTION
 EN0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0168_SP_SET: PARAPET
 EN0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0168
 EN0168  HISTORY     - Date     Condition        Report By
 EN0168  HISTORY     - UNK      MONUMENTED       BNRR
 EN0168  HISTORY     - 1933     GOOD             NGS
 EN0168  HISTORY     - 1934     GOOD             NGS
 EN0168
 EN0168                          STATION DESCRIPTION
 EN0168
 EN0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0168'1.2 MI SE FROM MEMPHIS.
 EN0168'AT BRIDGE 249.89, NORTHWEST CORNER SOUTH PARAPET.
 EN0168
 EN0168                          STATION RECOVERY (1934)
 EN0168
 EN0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0318 ***********************************************************************
 BL0318  DESIGNATION -  25
 BL0318  PID         -  BL0318
 BL0318  STATE/COUNTY-  TX/HARDIN
 BL0318  USGS QUAD   -  EVADALE (1984)
 BL0318
 BL0318                         *CURRENT SURVEY CONTROL
 BL0318  ___________________________________________________________________
 BL0318* NAD 83(1986)-  30 21 18.     (N)    094 06 27.     (W)     SCALED    
 BL0318* NAVD 88     -        10.81   (+/-2cm)      35.5    (feet)  VERTCON   
 BL0318  ___________________________________________________________________
 BL0318  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0318
 BL0318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0318
 BL0318.The horizontal coordinates were scaled from a topographic map and have
 BL0318.an estimated accuracy of +/- 6 seconds.
 BL0318
 BL0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0318.The vertical order pertains to the NGVD 29 superseded value.
 BL0318
 BL0318.The geoid height was determined by GEOID03.
 BL0318
 BL0318;                    North         East    Units  Estimated Accuracy
 BL0318;SPC TX C     - 3,093,050.    1,298,210.      MT  (+/- 180 meters Scaled)
 BL0318
 BL0318                          SUPERSEDED SURVEY CONTROL
 BL0318
 BL0318  NGVD 29 (??/??/92)   10.796  (m)           35.42   (f) ADJ UNCH    2 0
 BL0318
 BL0318.Superseded values are not recommended for survey control.
 BL0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0318.See file dsdata.txt to determine how the superseded data were derived.
 BL0318
 BL0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP935586(NAD 83)
 BL0318_MARKER: Z = SEE DESCRIPTION
 BL0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0318_SP_SET: SECTION RAIL
 BL0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0318
 BL0318  HISTORY     - Date     Condition        Report By
 BL0318  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0318  HISTORY     - 1935     GOOD             NGS
 BL0318
 BL0318                          STATION DESCRIPTION
 BL0318
 BL0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0318'4.3 MI E FROM SILSBEE.
 BL0318'4.3 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0318'STATION AT SILSBEE, HARDIN COUNTY, OPPOSITE MILEPOST 25, AND 8 FEET
 BL0318'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0318'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1609 ***********************************************************************
 AH1609  DESIGNATION -  25
 AH1609  PID         -  AH1609
 AH1609  STATE/COUNTY-  TX/NUECES
 AH1609  USGS QUAD   -  PORT ARANSAS (1975)
 AH1609
 AH1609                         *CURRENT SURVEY CONTROL
 AH1609  ___________________________________________________________________
 AH1609* NAD 83(1993)-  27 50 05.54313(N)    097 02 42.77560(W)     ADJUSTED  
 AH1609* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 AH1609  ___________________________________________________________________
 AH1609  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH1609  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH1609
 AH1609  HORZ ORDER  -  THIRD
 AH1609
 AH1609.The horizontal coordinates were established by classical geodetic methods
 AH1609.and adjusted by the National Geodetic Survey in February 1996..
 AH1609
 AH1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1609
 AH1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1609
 AH1609.The geoid height was determined by GEOID03.
 AH1609
 AH1609;                    North         East     Units Scale Factor Converg.
 AH1609;SPC TX S     - 5,241,053.850   443,309.746   MT  1.00000039   +0 39 37.7
 AH1609;SPC TX S     -17,195,024.17  1,454,425.39   sFT  1.00000039   +0 39 37.7
 AH1609;SPC TXSC     - 4,001,780.303   792,598.599   MT  1.00020254   +0 57 27.6
 AH1609;SPC TXSC     -13,129,174.21  2,600,383.90   sFT  1.00020254   +0 57 27.6
 AH1609;UTM  14      - 3,080,444.413   692,512.751   MT  1.00005746   +0 54 46.9
 AH1609
 AH1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1609!SPC TX S     -   1.00000387  x   1.00000039  =   1.00000426
 AH1609!SPC TXSC     -   1.00000387  x   1.00020254  =   1.00020641
 AH1609!UTM  14      -   1.00000387  x   1.00005746  =   1.00006133
 AH1609
 AH1609|---------------------------------------------------------------------|
 AH1609| PID    Reference Object                     Distance      Geod. Az  |
 AH1609|                                                           dddmmss.s |
 AH1609| CS4305 25 RM 1                               8.815 METERS 12149     |
 AH1609| CS4306 25 RM 2                               8.925 METERS 30121     |
 AH1609|---------------------------------------------------------------------|
 AH1609
 AH1609                          SUPERSEDED SURVEY CONTROL
 AH1609
 AH1609  NAD 83(1986)-  27 50 05.54807(N)    097 02 42.75371(W) AD(       ) 3
 AH1609  NGVD 29 (06/28/90)    1.8    (m)            6.     (f) VERT ANG       
 AH1609
 AH1609.Superseded values are not recommended for survey control.
 AH1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1609.See file dsdata.txt to determine how the superseded data were derived.
 AH1609
 AH1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9251380444(NAD 83)
 AH1609_MARKER: DD = SURVEY DISK
 AH1609_SETTING: 0 = UNSPECIFIED SETTING
 AH1609_STAMPING: 25 USE
 AH1609_MARK LOGO: USE   
 AH1609_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1609+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1989
 AH1609
 AH1609  HISTORY     - Date     Condition        Report By
 AH1609  HISTORY     - 1985     MONUMENTED       USE
 AH1609  HISTORY     - 1985     GOOD             USE
 AH1609  HISTORY     - 1988     GOOD             NOS
 AH1609  HISTORY     - 19890215 GOOD             NOS
 AH1609  HISTORY     - 19891019 GOOD             NOS
 AH1609  HISTORY     - 19970725 GOOD             USPSQD
 AH1609
 AH1609                          STATION DESCRIPTION
 AH1609
 AH1609'DESCRIBED BY US ENGINEERS 1985 (VDN)
 AH1609'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI)
 AH1609'EAST OF THE U. S. COAST GAURD STATION AT PORT ARANSAS, AT THE
 AH1609'NORTHEAST END OF THE PORT ARANSAS PARK AND ON THE SOUTH JETTY.
 AH1609'OWNERSHIP--ARMY DEPT OF ARMY CORPS OF ENGINEERS, 2 SCIENCE PARK,
 AH1609'CORPUS CHRISTI TX 78401, PHONE 512-888-3354.
 AH1609'
 AH1609'TO REACH THE STATION FROM THE EAST END OF THE FERRY CROSSING IN
 AH1609'PORT ARANSAS, GO SOUTHEAST, THEN EAST ON COTTER STREET FOR 0.9 KM
 AH1609'(0.55 MI) TO A CROSS STREET, STATION STREET. CONTINUE EAST ON
 AH1609'COTTER STREET FOR 0.2 KM (0.15 MI) TO A FORK. KEEP RIGHT, SOUTHEAST
 AH1609'ON A WINDING PAVED ROAD FOR 1.0 KM (0.6 MI) TO THE END OF PAVEMENT
 AH1609'AT THE PARK. CONTINUE AHEAD EAST-NORTHEAST FOR 0.2 KM (0.15 MI) TO
 AH1609'THE STATION ON THE JETTY.
 AH1609'
 AH1609'THE STATION IS A STANDARD USE DISK
 AH1609'STAMPED---25---,
 AH1609'SET INTO A DRILL HOLE FLUSH WITH THE TOP OF THE CONCRETE JETTY.
 AH1609'LOCATED
 AH1609'18.9 METERS (62.0 FT) EAST-SOUTHEAST FROM THE PINNACLE OF A
 AH1609'PARTIALLY EXPOSED BOULDER,
 AH1609'2.07 METERS (6.8 FT) NORTH-NORTHEAST FROM A WITNESS POST,
 AH1609'1.86 METERS (6.1 FT) NORTH-NORTHEAST FROM THE SOUTH EDGE OF THE
 AH1609'JETTY AND
 AH1609'1.83 METERS (6.0 FT) SOUTH-SOUTHWEST FROM THE NORTH EDGE OF THE
 AH1609'JETTY.
 AH1609'
 AH1609'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AH1609'STAMPED---25 USE NO 1 1985---,
 AH1609'SET INTO A DRILL HOLE FLUSH WITH THE TOP OF THE CONCRETE JETTY.
 AH1609'LOCATED
 AH1609'27.58 METERS (90.5 FT) EAST-SOUTHEAST FROM THE PINNACLE OF A
 AH1609'PARTIALLY EXPOSED BOULDER IN THE PARKING AREA,
 AH1609'9.11 METERS (29.9 FT) EAST FROM A WITNESS POST AND
 AH1609'1.80 METERS (5.9 FT) NORTH-NORTHEAST FROM THE SOUTH EDGE OF THE
 AH1609'JETTY.
 AH1609'MARK IS LEVEL WITH THE STATION.
 AH1609'
 AH1609'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AH1609'STAMPED---25 USE NO 2 1985---,
 AH1609'SET INTO A DRILL HOLE FLUSH WITH THE TOP OF THE CONCRETE JETTY.
 AH1609'LOCATED
 AH1609'10.12 METERS (33.2 FT) EAST-SOUTHEAST FROM THE PINNACLE OF A
 AH1609'PARTIALLY EXPOSED BOULDER,
 AH1609'9.24 METERS (30.3 FT) NORTHWEST FROM A WITNESS POST AND
 AH1609'1.89 METERS (6.2 FT) NORTHEAST FROM THE SOUTH EDGE OF THE JETTY.
 AH1609'MARK IS LEVEL WITH THE STATION.
 AH1609'
 AH1609'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 AH1609'
 AH1609'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME. STATION GUN USE 1948
 AH1609'WILL SERVE AS THE AZIMUTH. SEE DESCRIPTION THEREOF.
 AH1609'
 AH1609'DESCRIBED BY R. T. WOODRUFF.
 AH1609
 AH1609                          STATION RECOVERY (1985)
 AH1609
 AH1609'RECOVERY NOTE BY US ENGINEERS 1985
 AH1609'RECOVERED IN GOOD CONDITION.
 AH1609
 AH1609                          STATION RECOVERY (1988)
 AH1609
 AH1609'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1609'THE STATION WAS RECOVERED AT THIS DATE.
 AH1609'THE STATION WAS USED TO INTERSECT SEVERAL LANDMARKS IN THE AREA.
 AH1609'SEE THE BOX SCORE.
 AH1609'
 AH1609'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH1609'RECOVERED BY GLM
 AH1609
 AH1609                          STATION RECOVERY (1989)
 AH1609
 AH1609'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1609'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) E OF THE U.S. COAST
 AH1609'GUARD STATION AT PORT ARANSAS, AT THE NE END OF THE PORT ARANSAS PARK
 AH1609'AND ON THE S JETTY.  OWNERSHIP--ARMY DEPT OF ARMY CORPS OF ENGINEERS,
 AH1609'2 SCIENCE PARK, CORPUS CHRISTI, TX 78401, PHONE 512-888-3354.
 AH1609'TO REACH THE STATION FROM THE E END OF THE FERRY CROSSING IN PORT
 AH1609'ARANSAS, GO SE, THEN E ON COTTER STREET FOR 0.9 KM (0.55 MI) TO A
 AH1609'CROSS STREET, STATION STREET.  CONTINUE E ON COTTER STREET FOR 0.2 KM
 AH1609'(0.10 MI) TO A FORK.  KEEP RIGHT, SE ON A WINDING PAVED ROAD FOR 1.0
 AH1609'KM (0.60 MI) TO THE END OF PAVEMENT AT THE PARK.  CONTINUE AHEAD ENE
 AH1609'FOR 0.2 KM (0.10 MI) TO THE STATION ON THE JETTY.
 AH1609'THE STATION IS SET INTO A DRILL HOLE FLUSH WITH THE TOP OF THE
 AH1609'CONCRETE JETTY.  LOCATED 18.9 M (62.0 FT) ESE FROM THE PINNACLE OF A
 AH1609'PARTIALLY EXPOSED BOULDER, 2.07 M (6.8 FT) NNE FROM A WITNESS POST,
 AH1609'1.86 M (6.1 FT) NNE FROM THE S EDGE OF THE JETTY AND 1.83 M (6.0 FT)
 AH1609'SSW FROM THE N EDGE OF THE JETTY.
 AH1609'STATION GUN WILL SERVE AS THE AZIMUTH.
 AH1609
 AH1609                          STATION RECOVERY (1989)
 AH1609
 AH1609'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1609'RECOVERED AS DESCRIBED.  THE STATION WAS USED WITHIN A TRAVERSE WHICH
 AH1609'VERIFIED ITS GEODETIC POSITION. RECOVERED BY P B WALBOLT.
 AH1609
 AH1609                          STATION RECOVERY (1997)
 AH1609
 AH1609'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0257 ***********************************************************************
 CT0257  DESIGNATION -  25 A
 CT0257  PID         -  CT0257
 CT0257  STATE/COUNTY-  TX/STEPHENS
 CT0257  USGS QUAD   -  STRAWN WEST (1967)
 CT0257
 CT0257                         *CURRENT SURVEY CONTROL
 CT0257  ___________________________________________________________________
 CT0257* NAD 83(1986)-  32 32 28.     (N)    098 36 30.     (W)     SCALED    
 CT0257* NAVD 88     -       353.261  (meters)    1158.99   (feet)  ADJUSTED  
 CT0257  ___________________________________________________________________
 CT0257  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0257  DYNAMIC HT  -         352.815 (meters)    1157.53  (feet)  COMP
 CT0257  MODELED GRAV-     979,367.7   (mgal)                       NAVD 88
 CT0257
 CT0257  VERT ORDER  -  FIRST     CLASS II
 CT0257
 CT0257.The horizontal coordinates were scaled from a topographic map and have
 CT0257.an estimated accuracy of +/- 6 seconds.
 CT0257
 CT0257.The orthometric height was determined by differential leveling
 CT0257.and adjusted by the National Geodetic Survey in June 1991..
 CT0257
 CT0257.The geoid height was determined by GEOID03.
 CT0257
 CT0257.The dynamic height is computed by dividing the NAVD 88
 CT0257.geopotential number by the normal gravity value computed on the
 CT0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0257.degrees latitude (g = 980.6199 gals.).
 CT0257
 CT0257.The modeled gravity was interpolated from observed gravity values.
 CT0257
 CT0257;                    North         East    Units  Estimated Accuracy
 CT0257;SPC TXNC     - 2,096,970.      589,830.      MT  (+/- 180 meters Scaled)
 CT0257
 CT0257                          SUPERSEDED SURVEY CONTROL
 CT0257
 CT0257  NGVD 29 (??/??/92)  353.142  (m)         1158.60   (f) ADJ UNCH    1 2
 CT0257
 CT0257.Superseded values are not recommended for survey control.
 CT0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0257.See file dsdata.txt to determine how the superseded data were derived.
 CT0257
 CT0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB367004(NAD 83)
 CT0257_MARKER: P = PIPE CAP
 CT0257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0257_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0257_STAMPING: 25 A 1924
 CT0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0257
 CT0257  HISTORY     - Date     Condition        Report By
 CT0257  HISTORY     - 1924     MONUMENTED       USGS
 CT0257  HISTORY     - 1956     GOOD             NGS
 CT0257
 CT0257                          STATION DESCRIPTION
 CT0257
 CT0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0257'7.3 MI W FROM STRAWN.
 CT0257'7.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0257'AT STRAWN, 14 POLES EAST OF MILEPOST 334, 126 FEET NORTH OF THE NORTH
 CT0257'RAIL, 89.3 FEET NORTH OF BENCH MARK T 11, 28.1 FEET NORTH OF A FENCE,
 CT0257'1.8 FEET WEST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH
 CT0257'IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1082 ***********************************************************************
 AE1082  DESIGNATION -  25 A 39
 AE1082  PID         -  AE1082
 AE1082  STATE/COUNTY-  TX/ZAPATA
 AE1082  USGS QUAD   -  BECKWITH ARM (1980)
 AE1082
 AE1082                         *CURRENT SURVEY CONTROL
 AE1082  ___________________________________________________________________
 AE1082* NAD 83(1986)-  26 44 50.     (N)    099 12 11.     (W)     SCALED    
 AE1082* NAVD 88     -        97.014  (meters)     318.29   (feet)  ADJUSTED  
 AE1082  ___________________________________________________________________
 AE1082  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AE1082  DYNAMIC HT  -          96.857 (meters)     317.77  (feet)  COMP
 AE1082  MODELED GRAV-     979,028.3   (mgal)                       NAVD 88
 AE1082
 AE1082  VERT ORDER  -  FIRST     CLASS II
 AE1082
 AE1082.The horizontal coordinates were scaled from a topographic map and have
 AE1082.an estimated accuracy of +/- 6 seconds.
 AE1082
 AE1082.The orthometric height was determined by differential leveling
 AE1082.and adjusted by the National Geodetic Survey in June 1991..
 AE1082
 AE1082.The geoid height was determined by GEOID03.
 AE1082
 AE1082.The dynamic height is computed by dividing the NAVD 88
 AE1082.geopotential number by the normal gravity value computed on the
 AE1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1082.degrees latitude (g = 980.6199 gals.).
 AE1082
 AE1082.The modeled gravity was interpolated from observed gravity values.
 AE1082
 AE1082;                    North         East    Units  Estimated Accuracy
 AE1082;SPC TX S     - 5,119,910.      230,070.      MT  (+/- 180 meters Scaled)
 AE1082
 AE1082                          SUPERSEDED SURVEY CONTROL
 AE1082
 AE1082  NGVD 29 (??/??/92)   97.057  (m)          318.43   (f) ADJ UNCH    1 2
 AE1082
 AE1082.Superseded values are not recommended for survey control.
 AE1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1082.See file dsdata.txt to determine how the superseded data were derived.
 AE1082
 AE1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ798584(NAD 83)
 AE1082_MARKER: DD = SURVEY DISK
 AE1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1082_STAMPING: 25 A 39
 AE1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1082+STABILITY: SURFACE MOTION
 AE1082
 AE1082  HISTORY     - Date     Condition        Report By
 AE1082  HISTORY     - UNK      MONUMENTED       IBWC
 AE1082  HISTORY     - 1956     GOOD             NGS
 AE1082
 AE1082                          STATION DESCRIPTION
 AE1082
 AE1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1082'15.1 MI SE FROM ZAPATA.
 AE1082'ABOUT 3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1082'ZAPATA, THENCE 11.7 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 61 FEET
 AE1082'SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 1.5 FEET SOUTHEAST OF
 AE1082'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 AE1082'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0332 ***********************************************************************
 CR0332  DESIGNATION -  25 G
 CR0332  PID         -  CR0332
 CR0332  STATE/COUNTY-  TX/SMITH
 CR0332  USGS QUAD   -  LINDALE (1981)
 CR0332
 CR0332                         *CURRENT SURVEY CONTROL
 CR0332  ___________________________________________________________________
 CR0332* NAD 83(1986)-  32 30 43.     (N)    095 27 33.     (W)     SCALED    
 CR0332* NAVD 88     -       118.582  (meters)     389.05   (feet)  ADJUSTED  
 CR0332  ___________________________________________________________________
 CR0332  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CR0332  DYNAMIC HT  -         118.445 (meters)     388.60  (feet)  COMP
 CR0332  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 CR0332
 CR0332  VERT ORDER  -  SECOND    CLASS 0
 CR0332
 CR0332.The horizontal coordinates were scaled from a topographic map and have
 CR0332.an estimated accuracy of +/- 6 seconds.
 CR0332
 CR0332.The orthometric height was determined by differential leveling
 CR0332.and adjusted by the National Geodetic Survey in June 1991..
 CR0332
 CR0332.The geoid height was determined by GEOID03.
 CR0332
 CR0332.The dynamic height is computed by dividing the NAVD 88
 CR0332.geopotential number by the normal gravity value computed on the
 CR0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0332.degrees latitude (g = 980.6199 gals.).
 CR0332
 CR0332.The modeled gravity was interpolated from observed gravity values.
 CR0332
 CR0332;                    North         East    Units  Estimated Accuracy
 CR0332;SPC TXNC     - 2,097,870.      885,670.      MT  (+/- 180 meters Scaled)
 CR0332
 CR0332                          SUPERSEDED SURVEY CONTROL
 CR0332
 CR0332  NGVD 29 (??/??/92)  118.614  (m)          389.15   (f) ADJ UNCH    2 0
 CR0332
 CR0332.Superseded values are not recommended for survey control.
 CR0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0332.See file dsdata.txt to determine how the superseded data were derived.
 CR0332
 CR0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR689998(NAD 83)
 CR0332_MARKER: DD = SURVEY DISK
 CR0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0332_STAMPING: 25 G 1946 389
 CR0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0332+STABILITY: SURFACE MOTION
 CR0332
 CR0332  HISTORY     - Date     Condition        Report By
 CR0332  HISTORY     - 1946     MONUMENTED       USGS
 CR0332  HISTORY     - 1948     GOOD             NGS
 CR0332  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0332
 CR0332                          STATION DESCRIPTION
 CR0332
 CR0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0332'2.75 MI W FROM LINDALE.
 CR0332'2.75 MILES WEST ALONG THE GARDEN VALLEY-LINDALE HIGHWAY FROM THE HIGH
 CR0332'SCHOOL AT LINDALE, 0.3 MILE WEST OF HUBBARD BRANCH, 234.0 FEET SOUTH
 CR0332'OF THE CENTER LINE OF THE HIGHWAY, 225.5 FEET SOUTH SOUTHWEST OF THE
 CR0332'SOUTHEAST CORNER OF A 30-FOOT CONCRETE BRIDGE, 25.0 FEET EAST OF THE
 CR0332'CENTER LINE OF A ROAD LEADING SOUTH, 21.0 FEET SOUTH OF THE CENTER
 CR0332'LINE OF AN EAST-WEST ROAD (THE OLD ROADBED OF THE HIGHWAY), 1.0 FOOT
 CR0332'NORTH OF A FENCE, 0.6 FOOT EAST OF A REFERENCE POST, SET IN THE TOP OF
 CR0332'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0332
 CR0332                          STATION RECOVERY (1996)
 CR0332
 CR0332'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1609 ***********************************************************************
 AW1609  DESIGNATION -  25 TXRD RESET 1954
 AW1609  PID         -  AW1609
 AW1609  STATE/COUNTY-  TX/GALVESTON
 AW1609  USGS QUAD   -  TEXAS CITY (1994)
 AW1609
 AW1609                         *CURRENT SURVEY CONTROL
 AW1609  ___________________________________________________________________
 AW1609* NAD 83(1986)-  29 29 18.     (N)    094 57 09.     (W)     SCALED    
 AW1609* NAVD 88     -         2.91   (+/-2cm)       9.5    (feet)  VERTCON   
 AW1609  ___________________________________________________________________
 AW1609  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1609
 AW1609  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1609
 AW1609.The horizontal coordinates were scaled from a topographic map and have
 AW1609.an estimated accuracy of +/- 6 seconds.
 AW1609
 AW1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1609.The vertical order pertains to the NGVD 29 superseded value.
 AW1609
 AW1609.The geoid height was determined by GEOID03.
 AW1609
 AW1609;                    North         East    Units  Estimated Accuracy
 AW1609;SPC TXSC     - 4,190,210.      992,390.      MT  (+/- 180 meters Scaled)
 AW1609
 AW1609                          SUPERSEDED SURVEY CONTROL
 AW1609
 AW1609  NGVD 29 (??/??/92)    2.904  (m)            9.53   (f) ADJ UNCH    1 2
 AW1609
 AW1609.Superseded values are not recommended for survey control.
 AW1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1609.See file dsdata.txt to determine how the superseded data were derived.
 AW1609
 AW1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN107636(NAD 83)
 AW1609_MARKER: DB = BENCH MARK DISK
 AW1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1609_STAMPING: NO 25 TRD 13.5 RESET 1954
 AW1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1609+STABILITY: SURFACE MOTION
 AW1609
 AW1609  HISTORY     - Date     Condition        Report By
 AW1609  HISTORY     - 1954     MONUMENTED       CGS
 AW1609  HISTORY     - 1973     GOOD             NGS
 AW1609  HISTORY     - 1978     GOOD             NGS
 AW1609  HISTORY     - 1987     GOOD             USPSQD
 AW1609  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1609  HISTORY     - 1987     GOOD             USPSQD
 AW1609  HISTORY     - 1988     GOOD             USPSQD
 AW1609  HISTORY     - 1988     GOOD             USPSQD
 AW1609  HISTORY     - 1988     GOOD             USPSQD
 AW1609  HISTORY     - 1988     GOOD             USPSQD
 AW1609  HISTORY     - 1988     GOOD             USPSQD
 AW1609  HISTORY     - 1988     GOOD             USPSQD
 AW1609  HISTORY     - 1989     GOOD             USPSQD
 AW1609  HISTORY     - 1989     GOOD             USPSQD
 AW1609  HISTORY     - 1990     GOOD             USPSQD
 AW1609  HISTORY     - 1991     GOOD             USPSQD
 AW1609  HISTORY     - 19940325 GOOD             USPSQD
 AW1609  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW1609
 AW1609                          STATION DESCRIPTION
 AW1609
 AW1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1609'3.2 MI SW FROM SAN LEON.
 AW1609'3.2 MILES SOUTH AND WEST ALONG FARM ROAD NO. 517 FROM THE POST OFFICE
 AW1609'AT SAN LEON, 134.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 44.0
 AW1609'FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NO. 2568, 2.5 FEET
 AW1609'SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK GARAGE, 1.5 FEET
 AW1609'SOUTHEAST OF THE TRUNK OF A SMALL TREE, IN THE TOP OF A CONCRETE POST
 AW1609'0.3 FOOT UNDERGROUND.
 AW1609
 AW1609                          STATION RECOVERY (1978)
 AW1609
 AW1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (1987)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (1987)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1609'MARK NOT FOUND.
 AW1609
 AW1609                          STATION RECOVERY (1987)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1987 (CB)
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (1988)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (1988)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (1988)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (1988)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (1988)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (1988)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (1989)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (1989)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (1990)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (1991)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (1994)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1609'RECOVERED IN GOOD CONDITION.
 AW1609
 AW1609                          STATION RECOVERY (2004)
 AW1609
 AW1609'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1753 ***********************************************************************
 CS1753  DESIGNATION -  250
 CS1753  PID         -  CS1753
 CS1753  STATE/COUNTY-  TX/TARRANT
 CS1753  USGS QUAD   -  HALTOM CITY (1981)
 CS1753
 CS1753                         *CURRENT SURVEY CONTROL
 CS1753  ___________________________________________________________________
 CS1753* NAD 83(1986)-  32 47 23.     (N)    097 22 06.     (W)     SCALED    
 CS1753* NAVD 88     -       209.651  (meters)     687.83   (feet)  ADJUSTED  
 CS1753  ___________________________________________________________________
 CS1753  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CS1753  DYNAMIC HT  -         209.406 (meters)     687.03  (feet)  COMP
 CS1753  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CS1753
 CS1753  VERT ORDER  -  FIRST     CLASS II
 CS1753
 CS1753.The horizontal coordinates were scaled from a topographic map and have
 CS1753.an estimated accuracy of +/- 6 seconds.
 CS1753
 CS1753.The orthometric height was determined by differential leveling
 CS1753.and adjusted by the National Geodetic Survey in June 1991..
 CS1753
 CS1753.The geoid height was determined by GEOID03.
 CS1753
 CS1753.The dynamic height is computed by dividing the NAVD 88
 CS1753.geopotential number by the normal gravity value computed on the
 CS1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1753.degrees latitude (g = 980.6199 gals.).
 CS1753
 CS1753.The modeled gravity was interpolated from observed gravity values.
 CS1753
 CS1753;                    North         East    Units  Estimated Accuracy
 CS1753;SPC TXNC     - 2,125,110.      705,990.      MT  (+/- 180 meters Scaled)
 CS1753
 CS1753                          SUPERSEDED SURVEY CONTROL
 CS1753
 CS1753  NGVD 29 (??/??/92)  209.650  (m)          687.83   (f) ADJ UNCH    1 2
 CS1753
 CS1753.Superseded values are not recommended for survey control.
 CS1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1753.See file dsdata.txt to determine how the superseded data were derived.
 CS1753
 CS1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB527291(NAD 83)
 CS1753_MARKER: DB = BENCH MARK DISK
 CS1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1753_STAMPING: 250
 CS1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1753+STABILITY: SURFACE MOTION
 CS1753
 CS1753  HISTORY     - Date     Condition        Report By
 CS1753  HISTORY     - UNK      MONUMENTED       TXGS
 CS1753  HISTORY     - 1947     GOOD             NGS
 CS1753  HISTORY     - 1957     GOOD             NGS
 CS1753  HISTORY     - 1988     GOOD             NGS
 CS1753  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1753  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1753
 CS1753                          STATION DESCRIPTION
 CS1753
 CS1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1753'IN FORT WORTH.
 CS1753'ABOUT 3.3 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT
 CS1753'THE SOUTHWEST CORNER OF THE INTERSECTION OF ROOSEVELT AVENUE AND 25TH
 CS1753'STREET, 25 FEET SOUTH OF THE CENTER LINE OF 25TH STREET, 25 FEET WEST
 CS1753'OF THE CENTER LINE OF ROOSEVELT AVENUE, 9 FEET NORTHWEST OF A FIRE
 CS1753'HYDRANT.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 CS1753
 CS1753                          STATION RECOVERY (1957)
 CS1753
 CS1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1753'RECOVERED IN GOOD CONDITION.
 CS1753
 CS1753                          STATION RECOVERY (1988)
 CS1753
 CS1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 CS1753'RECOVERED IN GOOD CONDITION.
 CS1753
 CS1753                          STATION RECOVERY (1990)
 CS1753
 CS1753'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS1753'MARK NOT FOUND.
 CS1753
 CS1753                          STATION RECOVERY (1997)
 CS1753
 CS1753'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0184 ***********************************************************************
 DM0184  DESIGNATION -  250
 DM0184  PID         -  DM0184
 DM0184  STATE/COUNTY-  TX/BOWIE
 DM0184  USGS QUAD   -  MAUD (1975)
 DM0184
 DM0184                         *CURRENT SURVEY CONTROL
 DM0184  ___________________________________________________________________
 DM0184* NAD 83(1986)-  33 20 45.     (N)    094 18 01.     (W)     SCALED    
 DM0184* NAVD 88     -        76.104  (meters)     249.68   (feet)  ADJUSTED  
 DM0184  ___________________________________________________________________
 DM0184  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0184  DYNAMIC HT  -          76.023 (meters)     249.42  (feet)  COMP
 DM0184  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DM0184
 DM0184  VERT ORDER  -  SECOND    CLASS 0
 DM0184
 DM0184.The horizontal coordinates were scaled from a topographic map and have
 DM0184.an estimated accuracy of +/- 6 seconds.
 DM0184
 DM0184.The orthometric height was determined by differential leveling
 DM0184.and adjusted by the National Geodetic Survey in June 1991..
 DM0184
 DM0184.The geoid height was determined by GEOID03.
 DM0184
 DM0184.The dynamic height is computed by dividing the NAVD 88
 DM0184.geopotential number by the normal gravity value computed on the
 DM0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0184.degrees latitude (g = 980.6199 gals.).
 DM0184
 DM0184.The modeled gravity was interpolated from observed gravity values.
 DM0184
 DM0184;                    North         East    Units  Estimated Accuracy
 DM0184;SPC TXNC     - 2,194,020.      990,790.      MT  (+/- 180 meters Scaled)
 DM0184
 DM0184                          SUPERSEDED SURVEY CONTROL
 DM0184
 DM0184  NGVD 29 (??/??/92)   76.121  (m)          249.74   (f) ADJ UNCH    2 0
 DM0184
 DM0184.Superseded values are not recommended for survey control.
 DM0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0184.See file dsdata.txt to determine how the superseded data were derived.
 DM0184
 DM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS790903(NAD 83)
 DM0184_MARKER: P = PIPE CAP
 DM0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0184_STAMPING: 1 1905 250 ADJ 03
 DM0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0184
 DM0184  HISTORY     - Date     Condition        Report By
 DM0184  HISTORY     - 1905     MONUMENTED       USGS
 DM0184  HISTORY     - 1934     GOOD             NGS
 DM0184  HISTORY     - 1935     MARK NOT FOUND   NGS
 DM0184  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0184
 DM0184                          STATION DESCRIPTION
 DM0184
 DM0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0184'2.6 MI E FROM MAUD.
 DM0184'2.6 MILES EAST OF, ALONG ST.L.-S.W.RY.  30 YARDS WEST OF 20TH POST
 DM0184'WEST OF MILEPOST 434.  42 YARDS NORTH OF HIGHWAY US 67 CENTER LINE. IN
 DM0184'RR RIGHT OF WAY CORNER, 37 FEET EAST OF DIRT ROAD CROSSING TRACK. 4
 DM0184'FEET EAST OF FENCE AND 1.5 FEET SOUTH OF FENCE.  48 FEET NORTH OF
 DM0184'TRACK C.L.  OPPOSITE CATTLE GUARD.  3 INCH PIPE.
 DM0184
 DM0184                          STATION RECOVERY (1935)
 DM0184
 DM0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0184'MARK NOT FOUND.
 DM0184
 DM0184                          STATION RECOVERY (1997)
 DM0184
 DM0184'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0160 ***********************************************************************
 CC0160  DESIGNATION -  2501 USGS
 CC0160  PID         -  CC0160
 CC0160  STATE/COUNTY-  TX/UPTON
 CC0160  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0160
 CC0160                         *CURRENT SURVEY CONTROL
 CC0160  ___________________________________________________________________
 CC0160* NAD 83(1986)-  31 08 57.     (N)    102 10 33.     (W)     SCALED    
 CC0160* NAVD 88     -       762.348  (meters)    2501.14   (feet)  ADJUSTED  
 CC0160  ___________________________________________________________________
 CC0160  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CC0160  DYNAMIC HT  -         761.250 (meters)    2497.53  (feet)  COMP
 CC0160  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 CC0160
 CC0160  VERT ORDER  -  SECOND    CLASS 0
 CC0160
 CC0160.The horizontal coordinates were scaled from a topographic map and have
 CC0160.an estimated accuracy of +/- 6 seconds.
 CC0160
 CC0160.The orthometric height was determined by differential leveling
 CC0160.and adjusted by the National Geodetic Survey in June 1991..
 CC0160
 CC0160.The geoid height was determined by GEOID03.
 CC0160
 CC0160.The dynamic height is computed by dividing the NAVD 88
 CC0160.geopotential number by the normal gravity value computed on the
 CC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0160.degrees latitude (g = 980.6199 gals.).
 CC0160
 CC0160.The modeled gravity was interpolated from observed gravity values.
 CC0160
 CC0160;                    North         East    Units  Estimated Accuracy
 CC0160;SPC TX C     - 3,165,800.      524,340.      MT  (+/- 180 meters Scaled)
 CC0160
 CC0160                          SUPERSEDED SURVEY CONTROL
 CC0160
 CC0160  NGVD 29 (??/??/92)  762.054  (m)         2500.17   (f) ADJ UNCH    2 0
 CC0160
 CC0160.Superseded values are not recommended for survey control.
 CC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0160.See file dsdata.txt to determine how the superseded data were derived.
 CC0160
 CC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ692495(NAD 83)
 CC0160_MARKER: DD = SURVEY DISK
 CC0160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0160_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0160_STAMPING: TEX 1920 2501
 CC0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0160
 CC0160  HISTORY     - Date     Condition        Report By
 CC0160  HISTORY     - 1920     MONUMENTED       USGS
 CC0160  HISTORY     - 1934     GOOD             NGS
 CC0160  HISTORY     - 1940     GOOD             NGS
 CC0160  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0160
 CC0160                          STATION DESCRIPTION
 CC0160
 CC0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CC0160'3.0 MI E FROM MCCAMEY.
 CC0160'3.0 MILES E OF AND ALONG THE PANHANDLE AND S F R R.  65 FT. N OF
 CC0160'TRACKS.  15 FT. N OF MILE POST 835 PLUS 17 POLES.  AN IRON POST.
 CC0160
 CC0160                          STATION RECOVERY (1940)
 CC0160
 CC0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CC0160'RECOVERED IN GOOD CONDITION.
 CC0160
 CC0160                          STATION RECOVERY (1981)
 CC0160
 CC0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0160'THE PIPE WAS FOUND WITH THE CAP MISSING.  MARK SHOULD BE CONSIDERED
 CC0160'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1015 ***********************************************************************
 BY1015  DESIGNATION -  250.252
 BY1015  PID         -  BY1015
 BY1015  STATE/COUNTY-  TX/NACOGDOCHES
 BY1015  USGS QUAD   -  PLATT (1980)
 BY1015
 BY1015                         *CURRENT SURVEY CONTROL
 BY1015  ___________________________________________________________________
 BY1015* NAD 83(1986)-  31 29 30.     (N)    094 31 38.     (W)     SCALED    
 BY1015* NAVD 88     -        76.18   (+/-2cm)     249.9    (feet)  VERTCON   
 BY1015  ___________________________________________________________________
 BY1015  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BY1015
 BY1015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1015
 BY1015.The horizontal coordinates were scaled from a topographic map and have
 BY1015.an estimated accuracy of +/- 6 seconds.
 BY1015
 BY1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1015.The vertical order pertains to the NGVD 29 superseded value.
 BY1015
 BY1015.The geoid height was determined by GEOID03.
 BY1015
 BY1015;                    North         East    Units  Estimated Accuracy
 BY1015;SPC TX C     - 3,216,710.    1,251,350.      MT  (+/- 180 meters Scaled)
 BY1015
 BY1015                          SUPERSEDED SURVEY CONTROL
 BY1015
 BY1015  NGVD 29 (??/??/92)   76.238  (m)          250.12   (f) ADJ UNCH    2 0
 BY1015
 BY1015.Superseded values are not recommended for survey control.
 BY1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1015.See file dsdata.txt to determine how the superseded data were derived.
 BY1015
 BY1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ549851(NAD 83)
 BY1015_MARKER: N = NAIL
 BY1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1015_SP_SET: TREE
 BY1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1015
 BY1015  HISTORY     - Date     Condition        Report By
 BY1015  HISTORY     - UNK      MONUMENTED       USGS
 BY1015  HISTORY     - 1948     GOOD             NGS
 BY1015  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1015
 BY1015                          STATION DESCRIPTION
 BY1015
 BY1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1015'1.1 MI S FROM WODEN.
 BY1015'1.1 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1015'WODEN, 0.15 MILE NORTH OF A JUNCTION WITH A ROAD LEADING EAST, 78.6
 BY1015'FEET WEST OF THE NORTHWEST CORNER OF THE B. J. JACOBS RESIDENCE, 77.5
 BY1015'FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE NORTHEAST FACE OF A
 BY1015'WELL CURB, 21.0 FEET EAST OF THE CENTER LINE OF THE ROAD, A COPPER
 BY1015'NAIL AND WASHER IN THE TOP OF THE SOUTHWEST ROOT OF A 36-INCH OAK
 BY1015'TREE.
 BY1015
 BY1015                          STATION RECOVERY (1998)
 BY1015
 BY1015'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1754 ***********************************************************************
 CS1754  DESIGNATION -  251
 CS1754  PID         -  CS1754
 CS1754  STATE/COUNTY-  TX/TARRANT
 CS1754  USGS QUAD   -  HALTOM CITY (1981)
 CS1754
 CS1754                         *CURRENT SURVEY CONTROL
 CS1754  ___________________________________________________________________
 CS1754* NAD 83(1986)-  32 47 24.     (N)    097 21 44.     (W)     SCALED    
 CS1754* NAVD 88     -       206.015  (meters)     675.90   (feet)  ADJUSTED  
 CS1754  ___________________________________________________________________
 CS1754  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS1754  DYNAMIC HT  -         205.773 (meters)     675.11  (feet)  COMP
 CS1754  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 CS1754
 CS1754  VERT ORDER  -  FIRST     CLASS II
 CS1754
 CS1754.The horizontal coordinates were scaled from a topographic map and have
 CS1754.an estimated accuracy of +/- 6 seconds.
 CS1754
 CS1754.The orthometric height was determined by differential leveling
 CS1754.and adjusted by the National Geodetic Survey in June 1991..
 CS1754
 CS1754.The geoid height was determined by GEOID03.
 CS1754
 CS1754.The dynamic height is computed by dividing the NAVD 88
 CS1754.geopotential number by the normal gravity value computed on the
 CS1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1754.degrees latitude (g = 980.6199 gals.).
 CS1754
 CS1754.The modeled gravity was interpolated from observed gravity values.
 CS1754
 CS1754;                    North         East    Units  Estimated Accuracy
 CS1754;SPC TXNC     - 2,125,140.      706,570.      MT  (+/- 180 meters Scaled)
 CS1754
 CS1754                          SUPERSEDED SURVEY CONTROL
 CS1754
 CS1754  NGVD 29 (??/??/92)  206.014  (m)          675.90   (f) ADJ UNCH    1 2
 CS1754
 CS1754.Superseded values are not recommended for survey control.
 CS1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1754.See file dsdata.txt to determine how the superseded data were derived.
 CS1754
 CS1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB533291(NAD 83)
 CS1754_MARKER: DB = BENCH MARK DISK
 CS1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1754_STAMPING: 251
 CS1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1754+STABILITY: SURFACE MOTION
 CS1754
 CS1754  HISTORY     - Date     Condition        Report By
 CS1754  HISTORY     - UNK      MONUMENTED       TXGS
 CS1754  HISTORY     - 1947     GOOD             NGS
 CS1754  HISTORY     - 1957     GOOD             NGS
 CS1754  HISTORY     - 1984     GOOD             NGS
 CS1754  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1754
 CS1754                          STATION DESCRIPTION
 CS1754
 CS1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1754'IN FORT WORTH.
 CS1754'ABOUT 3.0 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT
 CS1754'THE NORTHEAST CORNER OF THE INTERSECTION OF 25TH STREET AND PEARL
 CS1754'AVENUE, 30 FEET NORTH OF THE CENTER LINE OF 25TH STREET, 30 FEET EAST
 CS1754'OF THE CENTER LINE OF PEARL AVENUE, 11 FEET NORTH OF THE NORTH CURB
 CS1754'LINE OF 25TH STREET.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS1754'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 CS1754
 CS1754                          STATION RECOVERY (1957)
 CS1754
 CS1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1754'RECOVERED IN GOOD CONDITION.
 CS1754
 CS1754                          STATION RECOVERY (1984)
 CS1754
 CS1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1754'RECOVERED IN GOOD CONDITION.
 CS1754
 CS1754                          STATION RECOVERY (1997)
 CS1754
 CS1754'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0772 ***********************************************************************
 BZ0772  DESIGNATION -  251 A GCSFRC
 BZ0772  PID         -  BZ0772
 BZ0772  STATE/COUNTY-  TX/MCLENNAN
 BZ0772  USGS QUAD   -  CRAWFORD (1979)
 BZ0772
 BZ0772                         *CURRENT SURVEY CONTROL
 BZ0772  ___________________________________________________________________
 BZ0772* NAD 83(1986)-  31 33 16.     (N)    097 26 18.     (W)     SCALED    
 BZ0772* NAVD 88     -       197.459  (meters)     647.83   (feet)  ADJUSTED  
 BZ0772  ___________________________________________________________________
 BZ0772  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BZ0772  DYNAMIC HT  -         197.202 (meters)     646.99  (feet)  COMP
 BZ0772  MODELED GRAV-     979,337.2   (mgal)                       NAVD 88
 BZ0772
 BZ0772  VERT ORDER  -  SECOND    CLASS 0
 BZ0772
 BZ0772.The horizontal coordinates were scaled from a topographic map and have
 BZ0772.an estimated accuracy of +/- 6 seconds.
 BZ0772
 BZ0772.The orthometric height was determined by differential leveling
 BZ0772.and adjusted by the National Geodetic Survey in June 1991..
 BZ0772
 BZ0772.The geoid height was determined by GEOID03.
 BZ0772
 BZ0772.The dynamic height is computed by dividing the NAVD 88
 BZ0772.geopotential number by the normal gravity value computed on the
 BZ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0772.degrees latitude (g = 980.6199 gals.).
 BZ0772
 BZ0772.The modeled gravity was interpolated from observed gravity values.
 BZ0772
 BZ0772;                    North         East    Units  Estimated Accuracy
 BZ0772;SPC TX C     - 3,212,850.      974,820.      MT  (+/- 180 meters Scaled)
 BZ0772
 BZ0772                          SUPERSEDED SURVEY CONTROL
 BZ0772
 BZ0772  NGVD 29 (??/??/92)  197.416  (m)          647.69   (f) ADJ UNCH    2 0
 BZ0772
 BZ0772.Superseded values are not recommended for survey control.
 BZ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0772.See file dsdata.txt to determine how the superseded data were derived.
 BZ0772
 BZ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV482921(NAD 83)
 BZ0772_MARKER: X = CHISELED CROSS
 BZ0772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0772_SP_SET: ABUTMENT
 BZ0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0772
 BZ0772  HISTORY     - Date     Condition        Report By
 BZ0772  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0772  HISTORY     - 1966     GOOD             NGS
 BZ0772  HISTORY     - 19950716 POOR             USPSQD
 BZ0772  HISTORY     - 20010317 POOR             USPSQD
 BZ0772  HISTORY     - 20040110 MARK NOT FOUND   USPSQD
 BZ0772
 BZ0772                          STATION DESCRIPTION
 BZ0772
 BZ0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ0772'1.5 MI N FROM CRAWFORD.
 BZ0772'ABOUT 1.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ0772'FROM THE RAILWAY STATION IN CRAWFORD, MCLENNAN COUNTY, AT BRIDGE 251
 BZ0772'A, AND ON THE TOP OF THE NORTHWEST CORNER OF THE NORTH CONCRETE
 BZ0772'ABUTMENT.  A CHISELED CROSS.
 BZ0772
 BZ0772                          STATION RECOVERY (1995)
 BZ0772
 BZ0772'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0772'MARK RECOVERED IN POOR CONDITION.
 BZ0772
 BZ0772                          STATION RECOVERY (2001)
 BZ0772
 BZ0772'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0772'MARK RECOVERED IN POOR CONDITION.
 BZ0772
 BZ0772                          STATION RECOVERY (2004)
 BZ0772
 BZ0772'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3502 ***********************************************************************
 AW3502  DESIGNATION -  251+00 850
 AW3502  PID         -  AW3502
 AW3502  STATE/COUNTY-  TX/HARRIS
 AW3502  USGS QUAD   -  LA PORTE (1982)
 AW3502
 AW3502                         *CURRENT SURVEY CONTROL
 AW3502  ___________________________________________________________________
 AW3502* NAD 83(1986)-  29 43 36.     (N)    095 01 39.     (W)     SCALED    
 AW3502* NAVD 88     -         2.36   (+/-2cm)       7.7    (feet)  VERTCON   
 AW3502  ___________________________________________________________________
 AW3502  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3502
 AW3502  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3502
 AW3502.The horizontal coordinates were scaled from a topographic map and have
 AW3502.an estimated accuracy of +/- 6 seconds.
 AW3502
 AW3502.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3502.The vertical order pertains to the NGVD 29 superseded value.
 AW3502
 AW3502.The geoid height was determined by GEOID03.
 AW3502
 AW3502;                    North         East    Units  Estimated Accuracy
 AW3502;SPC TXSC     - 4,216,360.      984,220.      MT  (+/- 180 meters Scaled)
 AW3502
 AW3502                          SUPERSEDED SURVEY CONTROL
 AW3502
 AW3502  NGVD 29 (??/??/92)    2.355  (m)            7.73   (f) ADJ UNCH    1 2
 AW3502
 AW3502.Superseded values are not recommended for survey control.
 AW3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3502.See file dsdata.txt to determine how the superseded data were derived.
 AW3502
 AW3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN038902(NAD 83)
 AW3502_MARKER: DD = SURVEY DISK
 AW3502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3502_STAMPING: 251+00 850
 AW3502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3502+STABILITY: SURFACE MOTION
 AW3502
 AW3502  HISTORY     - Date     Condition        Report By
 AW3502  HISTORY     - UNK      MONUMENTED       USE
 AW3502  HISTORY     - 1964     GOOD             NGS
 AW3502
 AW3502                          STATION DESCRIPTION
 AW3502
 AW3502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3502'4.55 MI SE FROM LYNCHBURG.
 AW3502'ABOUT 4.55 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3502'SOUTH FERRY LANDING AT LYNCHBURG, ON ALEXANDER ISLAND, ABOUT MIDWAY
 AW3502'BETWEEN TWO LARGE SIGNS MARKING A PIPELINE, BETWEEN TWO PYLONS ON
 AW3502'EITHER SIDE OF A CLAY ROAD, ABOUT 59 YARDS NORTHEAST OF A 12/INCH
 AW3502'ROUND CONCRETE POST WHICH IS 10 FEET HIGH, 53 YARDS SOUTH OF THE HIGH
 AW3502'WATER LINE, 23 1/2 FEET NORTHWEST OF THE NORTHWEST EDGE OF A SMALL PIT
 AW3502'FILLED WITH WATER, 1.5 FEET EAST OF A 4 X 4 INCH POST, AND SET IN THE
 AW3502'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0226 ***********************************************************************
 BL0226  DESIGNATION -  25.13
 BL0226  PID         -  BL0226
 BL0226  STATE/COUNTY-  TX/JEFFERSON
 BL0226  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0226
 BL0226                         *CURRENT SURVEY CONTROL
 BL0226  ___________________________________________________________________
 BL0226* NAD 83(1986)-  30 04 02.     (N)    094 10 47.     (W)     SCALED    
 BL0226* NAVD 88     -         7.477  (meters)      24.53   (feet)  ADJUSTED  
 BL0226  ___________________________________________________________________
 BL0226  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0226  DYNAMIC HT  -           7.467 (meters)      24.50  (feet)  COMP
 BL0226  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 BL0226
 BL0226  VERT ORDER  -  FIRST     CLASS I
 BL0226
 BL0226.The horizontal coordinates were scaled from a topographic map and have
 BL0226.an estimated accuracy of +/- 6 seconds.
 BL0226
 BL0226.The orthometric height was determined by differential leveling
 BL0226.and adjusted by the National Geodetic Survey in June 1991..
 BL0226
 BL0226.The geoid height was determined by GEOID03.
 BL0226
 BL0226.The dynamic height is computed by dividing the NAVD 88
 BL0226.geopotential number by the normal gravity value computed on the
 BL0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0226.degrees latitude (g = 980.6199 gals.).
 BL0226
 BL0226.The modeled gravity was interpolated from observed gravity values.
 BL0226
 BL0226;                    North         East    Units  Estimated Accuracy
 BL0226;SPC TXSC     - 4,257,160.    1,064,620.      MT  (+/- 180 meters Scaled)
 BL0226
 BL0226                          SUPERSEDED SURVEY CONTROL
 BL0226
 BL0226  NGVD 29 (??/??/92)    7.497  (m)           24.60   (f) ADJ UNCH    1 1
 BL0226
 BL0226.Superseded values are not recommended for survey control.
 BL0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0226.See file dsdata.txt to determine how the superseded data were derived.
 BL0226
 BL0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP862268(NAD 83)
 BL0226_MARKER: Z = SEE DESCRIPTION
 BL0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0226_SP_SET: BRIDGE
 BL0226_STAMPING: 25.13
 BL0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0226+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL0226
 BL0226  HISTORY     - Date     Condition        Report By
 BL0226  HISTORY     - UNK      MONUMENTED       TXHD
 BL0226  HISTORY     - 1972     GOOD             NGS
 BL0226  HISTORY     - 19870815 GOOD             USPSQD
 BL0226  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0226  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL0226  HISTORY     - 19890506 GOOD             USPSQD
 BL0226  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0226  HISTORY     - 20041031 GOOD             USPSQD
 BL0226  HISTORY     - 20060304 GOOD             USPSQD
 BL0226
 BL0226                          STATION DESCRIPTION
 BL0226
 BL0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0226'0.60 MI E FROM AMELIA.
 BL0226'0.60 MILE EAST ALONG US HIGHWAY 90 FROM THE INTERSECTION OF STATE
 BL0226'HIGHWAY 364 AT AMELIA, 15.5 FEET SOUTH OF THE CENTER LINE OF THE
 BL0226'EASTBOUND LANE OF THE HWY., 0.6 FOOT EAST OF THE WEST END OF THE
 BL0226'WALKWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH WALKWAY FOR AN
 BL0226'84-FOOT CONCRETE BRIDGE OVER A DRAINAGE CANAL AND ABOUT 0.5 FOOT ABOVE
 BL0226'THE LEVEL OF THE HIGHWAY.
 BL0226
 BL0226                          STATION RECOVERY (1987)
 BL0226
 BL0226'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0226'RECOVERED IN GOOD CONDITION.
 BL0226
 BL0226                          STATION RECOVERY (1988)
 BL0226
 BL0226'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0226'MARK NOT FOUND.
 BL0226
 BL0226                          STATION RECOVERY (1989)
 BL0226
 BL0226'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0226'MARK NOT FOUND.
 BL0226
 BL0226                          STATION RECOVERY (1989)
 BL0226
 BL0226'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0226'RECOVERED IN GOOD CONDITION.
 BL0226
 BL0226                          STATION RECOVERY (1990)
 BL0226
 BL0226'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0226'MARK NOT FOUND.
 BL0226
 BL0226                          STATION RECOVERY (2004)
 BL0226
 BL0226'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0226'RECOVERED IN GOOD CONDITION.
 BL0226
 BL0226                          STATION RECOVERY (2006)
 BL0226
 BL0226'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL0226'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0045 ***********************************************************************
 CR0045  DESIGNATION -  252
 CR0045  PID         -  CR0045
 CR0045  STATE/COUNTY-  TX/CASS
 CR0045  USGS QUAD   -  KILDARE (1962)
 CR0045
 CR0045                         *CURRENT SURVEY CONTROL
 CR0045  ___________________________________________________________________
 CR0045* NAD 83(1986)-  32 57 21.     (N)    094 14 21.     (W)     SCALED    
 CR0045* NAVD 88     -        77.463  (meters)     254.14   (feet)  ADJUSTED  
 CR0045  ___________________________________________________________________
 CR0045  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CR0045  DYNAMIC HT  -          77.378 (meters)     253.86  (feet)  COMP
 CR0045  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 CR0045
 CR0045  VERT ORDER  -  SECOND    CLASS 0
 CR0045
 CR0045.The horizontal coordinates were scaled from a topographic map and have
 CR0045.an estimated accuracy of +/- 6 seconds.
 CR0045
 CR0045.The orthometric height was determined by differential leveling
 CR0045.and adjusted by the National Geodetic Survey in June 1991..
 CR0045
 CR0045.The geoid height was determined by GEOID03.
 CR0045
 CR0045.The dynamic height is computed by dividing the NAVD 88
 CR0045.geopotential number by the normal gravity value computed on the
 CR0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0045.degrees latitude (g = 980.6199 gals.).
 CR0045
 CR0045.The modeled gravity was interpolated from observed gravity values.
 CR0045
 CR0045;                    North         East    Units  Estimated Accuracy
 CR0045;SPC TXNC     - 2,151,030.      998,230.      MT  (+/- 180 meters Scaled)
 CR0045
 CR0045                          SUPERSEDED SURVEY CONTROL
 CR0045
 CR0045  NGVD 29 (??/??/92)   77.50   (m)          254.3    (f) COMPUTED    2 0
 CR0045
 CR0045.Superseded values are not recommended for survey control.
 CR0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0045.See file dsdata.txt to determine how the superseded data were derived.
 CR0045
 CR0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS841470(NAD 83)
 CR0045_MARKER: P = PIPE CAP
 CR0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0045_STAMPING: 252 ADJ 1903
 CR0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0045
 CR0045  HISTORY     - Date     Condition        Report By
 CR0045  HISTORY     - 1903     MONUMENTED       USGS
 CR0045  HISTORY     - 1935     MARK NOT FOUND   NGS
 CR0045
 CR0045                          STATION DESCRIPTION
 CR0045
 CR0045'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 CR0045'1.0 MI N FROM KILDARE.
 CR0045'ABOUT 1.0 MILE NORTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CR0045'STATION AT KILDARE, CASS COUNTY, ABOUT 0.1 MILE NORTH OF MILEPOST 36,
 CR0045'ABOUT 40 FEET WEST OF THE CENTER LINE OF THE TRACK, ON A DIRT ROAD
 CR0045'RIGHT-OF-WAY, AND 2 FEET SOUTH OF THE NORTHWEST FENCE CORNER.  A
 CR0045'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 252 ADJ 1903 AND
 CR0045'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 CR0045
 CR0045                          STATION RECOVERY (1935)
 CR0045
 CR0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0108 ***********************************************************************
 AO0108  DESIGNATION -  252.3
 AO0108  PID         -  AO0108
 AO0108  STATE/COUNTY-  TX/MCMULLEN
 AO0108  USGS QUAD   -  TILDEN (1968)
 AO0108
 AO0108                         *CURRENT SURVEY CONTROL
 AO0108  ___________________________________________________________________
 AO0108* NAD 83(1986)-  28 25 57.     (N)    098 34 22.     (W)     SCALED    
 AO0108* NAVD 88     -        76.649  (meters)     251.47   (feet)  ADJUSTED  
 AO0108  ___________________________________________________________________
 AO0108  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AO0108  DYNAMIC HT  -          76.535 (meters)     251.10  (feet)  COMP
 AO0108  MODELED GRAV-     979,160.1   (mgal)                       NAVD 88
 AO0108
 AO0108  VERT ORDER  -  SECOND    CLASS 0
 AO0108
 AO0108.The horizontal coordinates were scaled from a topographic map and have
 AO0108.an estimated accuracy of +/- 6 seconds.
 AO0108
 AO0108.The orthometric height was determined by differential leveling
 AO0108.and adjusted by the National Geodetic Survey in June 1991..
 AO0108
 AO0108.The geoid height was determined by GEOID03.
 AO0108
 AO0108.The dynamic height is computed by dividing the NAVD 88
 AO0108.geopotential number by the normal gravity value computed on the
 AO0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0108.degrees latitude (g = 980.6199 gals.).
 AO0108
 AO0108.The modeled gravity was interpolated from observed gravity values.
 AO0108
 AO0108;                    North         East    Units  Estimated Accuracy
 AO0108;SPC TXSC     - 4,066,480.      641,850.      MT  (+/- 180 meters Scaled)
 AO0108
 AO0108                          SUPERSEDED SURVEY CONTROL
 AO0108
 AO0108  NGVD 29 (??/??/92)   76.616  (m)          251.36   (f) ADJ UNCH    2 0
 AO0108
 AO0108.Superseded values are not recommended for survey control.
 AO0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0108.See file dsdata.txt to determine how the superseded data were derived.
 AO0108
 AO0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS418451(NAD 83)
 AO0108_MARKER: Q = CHISELED SQUARE
 AO0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0108_SP_SET: CULVERT
 AO0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0108
 AO0108  HISTORY     - Date     Condition        Report By
 AO0108  HISTORY     - UNK      MONUMENTED       USGS
 AO0108  HISTORY     - 1934     GOOD             NGS
 AO0108
 AO0108                          STATION DESCRIPTION
 AO0108
 AO0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0108'2.6 MI SW FROM TILDEN.
 AO0108'2.6 MILES SOUTHWEST ALONG THE ROAD LEADING TO FOWLERTON FROM TILDEN,
 AO0108'MCMULLEN COUNTY, AT A CONCRETE CULVERT, AND ON THE TOP OF THE SOUTH
 AO0108'CONCRETE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1878 ***********************************************************************
 BK1878  DESIGNATION -  253 ATSFRR
 BK1878  PID         -  BK1878
 BK1878  STATE/COUNTY-  TX/JASPER
 BK1878  USGS QUAD   -  JASPER EAST (1984)
 BK1878
 BK1878                         *CURRENT SURVEY CONTROL
 BK1878  ___________________________________________________________________
 BK1878* NAD 83(1986)-  30 52 38.     (N)    093 55 39.     (W)     SCALED    
 BK1878* NAVD 88     -        77.53   (+/-2cm)     254.4    (feet)  VERTCON   
 BK1878  ___________________________________________________________________
 BK1878  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BK1878
 BK1878  VERT ORDER  -  ? (See Below)
 BK1878
 BK1878.The horizontal coordinates were scaled from a topographic map and have
 BK1878.an estimated accuracy of +/- 6 seconds.
 BK1878
 BK1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1878.The vertical order pertains to the NGVD 29 superseded value.
 BK1878
 BK1878.The geoid height was determined by GEOID03.
 BK1878
 BK1878;                    North         East    Units  Estimated Accuracy
 BK1878;SPC TX C     - 3,151,830.    1,312,160.      MT  (+/- 180 meters Scaled)
 BK1878
 BK1878                          SUPERSEDED SURVEY CONTROL
 BK1878
 BK1878  NGVD 29 (??/??/??)   77.530  (m)          254.36   (f) ADJUSTED    ?  
 BK1878
 BK1878.Superseded values are not recommended for survey control.
 BK1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1878.See file dsdata.txt to determine how the superseded data were derived.
 BK1878
 BK1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ113163(NAD 83)
 BK1878_MARKER: Z = SEE DESCRIPTION
 BK1878_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1878_SP_SET: RAIL
 BK1878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1878
 BK1878  HISTORY     - Date     Condition        Report By
 BK1878  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1878  HISTORY     - 1932     GOOD             CGS
 BK1878  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1878
 BK1878                          STATION DESCRIPTION
 BK1878
 BK1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1878'5.5 MI N FROM ROGANVILLE.
 BK1878'5.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1878'STATION AT ROGANVILLE, JASPER COUNTY, 0.8 MILE NORTH OF KEITHTON, 70
 BK1878'FEET SOUTHWEST OF MILE RAIL 68, 35 FEET WEST OF THE TRACK, AND 3 FEET
 BK1878'NORTHWEST OF MILE POLE 68.  THE TOP OF A VERTICAL RAIL PROJECTING 1
 BK1878'FOOT ABOVE GROUND.  NOTE-- ROADS IMPASSABLE.
 BK1878
 BK1878                          STATION RECOVERY (1934)
 BK1878
 BK1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0158 ***********************************************************************
 CC0158  DESIGNATION -  2534 USGS
 CC0158  PID         -  CC0158
 CC0158  STATE/COUNTY-  TX/UPTON
 CC0158  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0158
 CC0158                         *CURRENT SURVEY CONTROL
 CC0158  ___________________________________________________________________
 CC0158* NAD 83(1986)-  31 09 24.     (N)    102 07 35.     (W)     SCALED    
 CC0158* NAVD 88     -       772.658  (meters)    2534.96   (feet)  ADJUSTED  
 CC0158  ___________________________________________________________________
 CC0158  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CC0158  DYNAMIC HT  -         771.542 (meters)    2531.30  (feet)  COMP
 CC0158  MODELED GRAV-     979,170.9   (mgal)                       NAVD 88
 CC0158
 CC0158  VERT ORDER  -  FIRST     CLASS II
 CC0158
 CC0158.The horizontal coordinates were scaled from a topographic map and have
 CC0158.an estimated accuracy of +/- 6 seconds.
 CC0158
 CC0158.The orthometric height was determined by differential leveling
 CC0158.and adjusted by the National Geodetic Survey in June 1991..
 CC0158
 CC0158.The geoid height was determined by GEOID03.
 CC0158
 CC0158.The dynamic height is computed by dividing the NAVD 88
 CC0158.geopotential number by the normal gravity value computed on the
 CC0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0158.degrees latitude (g = 980.6199 gals.).
 CC0158
 CC0158.The modeled gravity was interpolated from observed gravity values.
 CC0158
 CC0158;                    North         East    Units  Estimated Accuracy
 CC0158;SPC TX C     - 3,166,550.      529,060.      MT  (+/- 180 meters Scaled)
 CC0158
 CC0158                          SUPERSEDED SURVEY CONTROL
 CC0158
 CC0158  NGVD 29 (??/??/92)  772.366  (m)         2534.00   (f) ADJ UNCH    1 2
 CC0158
 CC0158.Superseded values are not recommended for survey control.
 CC0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0158.See file dsdata.txt to determine how the superseded data were derived.
 CC0158
 CC0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ739505(NAD 83)
 CC0158_MARKER: DD = SURVEY DISK
 CC0158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0158_STAMPING: TEX 1920 2534
 CC0158_MARK LOGO: USGS  
 CC0158_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0158_ROD/PIPE-DEPTH: 3.0  meters
 CC0158
 CC0158  HISTORY     - Date     Condition        Report By
 CC0158  HISTORY     - 1920     MONUMENTED       USGS
 CC0158  HISTORY     - 1934     GOOD             NGS
 CC0158  HISTORY     - 1940     GOOD             NGS
 CC0158  HISTORY     - 1981     GOOD             NGS
 CC0158
 CC0158                          STATION DESCRIPTION
 CC0158
 CC0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CC0158'6.0 MI E FROM MCCAMEY.
 CC0158'6.0 MILES E OF AND ALONG THE PANHANDLE AND S F R R.  55 FT. N OF
 CC0158'TRACKS.  5 FT. NE OF MILE POST 832.17.  AN IRON POST.
 CC0158
 CC0158                          STATION RECOVERY (1940)
 CC0158
 CC0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CC0158'RECOVERED IN GOOD CONDITION.
 CC0158
 CC0158                          STATION RECOVERY (1981)
 CC0158
 CC0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0158'9.8 KM (6.1 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CC0158'U.S. HIGHWAY 385 AND FARM ROAD 305 IN MCCAMEY, 0.7 KM (0.45 MI)
 CC0158'NORTHEAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD MILEPOST 832,
 CC0158'66.8 METERS (219.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 16.2
 CC0158'METERS (53.1 FT) NORTH OF THE NEAR RAIL AND 1.5 METERS (4.9 FT)
 CC0158'NORTHEAST OF A UTILITY POLE.
 CC0158'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CC0158'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2150 ***********************************************************************
 BX2150  DESIGNATION -  253.66 GCSFRC
 BX2150  PID         -  BX2150
 BX2150  STATE/COUNTY-  TX/SABINE
 BX2150  USGS QUAD   -  PINELAND NORTH (1984)
 BX2150
 BX2150                         *CURRENT SURVEY CONTROL
 BX2150  ___________________________________________________________________
 BX2150* NAD 83(1986)-  31 18 27.     (N)    093 59 36.     (W)     SCALED    
 BX2150* NAVD 88     -        77.48   (+/-2cm)     254.2    (feet)  VERTCON   
 BX2150  ___________________________________________________________________
 BX2150  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BX2150
 BX2150  VERT ORDER  -  ? (See Below)
 BX2150
 BX2150.The horizontal coordinates were scaled from a topographic map and have
 BX2150.an estimated accuracy of +/- 6 seconds.
 BX2150
 BX2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2150.The vertical order pertains to the NGVD 29 superseded value.
 BX2150
 BX2150.The geoid height was determined by GEOID03.
 BX2150
 BX2150;                    North         East    Units  Estimated Accuracy
 BX2150;SPC TX C     - 3,199,090.    1,303,160.      MT  (+/- 180 meters Scaled)
 BX2150
 BX2150                          SUPERSEDED SURVEY CONTROL
 BX2150
 BX2150  NGVD 29 (??/??/??)   77.497  (m)          254.25   (f) ADJUSTED    ?  
 BX2150
 BX2150.Superseded values are not recommended for survey control.
 BX2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2150.See file dsdata.txt to determine how the superseded data were derived.
 BX2150
 BX2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ054641(NAD 83)
 BX2150_MARKER: Z = SEE DESCRIPTION
 BX2150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2150_SP_SET: RAIL
 BX2150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2150
 BX2150  HISTORY     - Date     Condition        Report By
 BX2150  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2150  HISTORY     - 1932     GOOD             CGS
 BX2150  HISTORY     - 1934     GOOD             CGS
 BX2150
 BX2150                          STATION DESCRIPTION
 BX2150
 BX2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX2150'4.5 MI N FROM PINELAND.
 BX2150'4.5 MILES NORTH OF THE STATION AT PINELAND ON THE G.S. AND S.F.R.R.,
 BX2150'VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION 253.66
 BX2150'FEET, 30 FEET WEST OF THE TRACK, 5 FEET WEST OF MILE POLE NO. 102, 45
 BX2150'FEET WEST OF MILE RAIL NO. 102.
 BX2150
 BX2150                          STATION RECOVERY (1934)
 BX2150
 BX2150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BX2150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1012 ***********************************************************************
 BY1012  DESIGNATION -  253.672
 BY1012  PID         -  BY1012
 BY1012  STATE/COUNTY-  TX/ANGELINA
 BY1012  USGS QUAD   -  HUNTINGTON (1980)
 BY1012
 BY1012                         *CURRENT SURVEY CONTROL
 BY1012  ___________________________________________________________________
 BY1012* NAD 83(1986)-  31 22 17.     (N)    094 31 29.     (W)     SCALED    
 BY1012* NAVD 88     -        77.33   (+/-2cm)     253.7    (feet)  VERTCON   
 BY1012  ___________________________________________________________________
 BY1012  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BY1012
 BY1012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1012
 BY1012.The horizontal coordinates were scaled from a topographic map and have
 BY1012.an estimated accuracy of +/- 6 seconds.
 BY1012
 BY1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1012.The vertical order pertains to the NGVD 29 superseded value.
 BY1012
 BY1012.The geoid height was determined by GEOID03.
 BY1012
 BY1012;                    North         East    Units  Estimated Accuracy
 BY1012;SPC TX C     - 3,203,400.    1,252,280.      MT  (+/- 180 meters Scaled)
 BY1012
 BY1012                          SUPERSEDED SURVEY CONTROL
 BY1012
 BY1012  NGVD 29 (??/??/92)   77.375  (m)          253.85   (f) ADJ UNCH    2 0
 BY1012
 BY1012.Superseded values are not recommended for survey control.
 BY1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1012.See file dsdata.txt to determine how the superseded data were derived.
 BY1012
 BY1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ550717(NAD 83)
 BY1012_MARKER: N = NAIL
 BY1012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1012_SP_SET: TREE
 BY1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1012
 BY1012  HISTORY     - Date     Condition        Report By
 BY1012  HISTORY     - UNK      MONUMENTED       USGS
 BY1012  HISTORY     - 1949     GOOD             NGS
 BY1012
 BY1012                          STATION DESCRIPTION
 BY1012
 BY1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1012'2.1 MI W FROM EWING.
 BY1012'2.1 MILES WEST ALONG THE ROCKY HILL STORE ROAD FROM THE RAILROAD
 BY1012'SECTION HOUSE AT EWING, ANGELINA COUNTY, 0.7 MILE WEST OF BENCH MARK F
 BY1012'499, 0.2 MILE EAST OF A ROAD JUNCTION AND ROCKY HILL STORE, AT THE
 BY1012'WEST EDGE OF A CLEARING, 62 YARDS (PACED) EAST OF A CORRUGATED-IRON
 BY1012'CULVERT, 52 FEET NORTH OF THE CENTERLINE OF THE ROAD, AT AN 18-INCH
 BY1012'BLACK OAK TREE, AND IN THE TOP OF THE SOUTHWEST ROOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0051 ***********************************************************************
 CR0051  DESIGNATION -  253=PTS 379
 CR0051  PID         -  CR0051
 CR0051  STATE/COUNTY-  TX/MARION
 CR0051  USGS QUAD   -  LANIER (1962)
 CR0051
 CR0051                         *CURRENT SURVEY CONTROL
 CR0051  ___________________________________________________________________
 CR0051* NAD 83(1986)-  32 52 33.     (N)    094 16 49.     (W)     SCALED    
 CR0051* NAVD 88     -        77.151  (meters)     253.12   (feet)  ADJUSTED  
 CR0051  ___________________________________________________________________
 CR0051  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CR0051  DYNAMIC HT  -          77.066 (meters)     252.84  (feet)  COMP
 CR0051  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 CR0051
 CR0051  VERT ORDER  -  SECOND    CLASS 0
 CR0051
 CR0051.The horizontal coordinates were scaled from a topographic map and have
 CR0051.an estimated accuracy of +/- 6 seconds.
 CR0051
 CR0051.The orthometric height was determined by differential leveling
 CR0051.and adjusted by the National Geodetic Survey in June 1991..
 CR0051
 CR0051.The geoid height was determined by GEOID03.
 CR0051
 CR0051.The dynamic height is computed by dividing the NAVD 88
 CR0051.geopotential number by the normal gravity value computed on the
 CR0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0051.degrees latitude (g = 980.6199 gals.).
 CR0051
 CR0051.The modeled gravity was interpolated from observed gravity values.
 CR0051
 CR0051;                    North         East    Units  Estimated Accuracy
 CR0051;SPC TXNC     - 2,142,010.      994,740.      MT  (+/- 180 meters Scaled)
 CR0051
 CR0051                          SUPERSEDED SURVEY CONTROL
 CR0051
 CR0051  NGVD 29 (??/??/92)   77.194  (m)          253.26   (f) ADJ UNCH    2 0
 CR0051
 CR0051.Superseded values are not recommended for survey control.
 CR0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0051.See file dsdata.txt to determine how the superseded data were derived.
 CR0051
 CR0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS802382(NAD 83)
 CR0051_MARKER: P = PIPE CAP
 CR0051_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0051_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0051_STAMPING: 253.261 STA 379 ADJ 1903
 CR0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0051
 CR0051  HISTORY     - Date     Condition        Report By
 CR0051  HISTORY     - 1903     MONUMENTED       USGS
 CR0051  HISTORY     - 1943     POOR             NGS
 CR0051
 CR0051                          STATION DESCRIPTION
 CR0051
 CR0051'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 CR0051'IN LODI.
 CR0051'AT LODI, MARION COUNTY, ABOUT 72 FEET SOUTH OF THE TEXAS AND PACIFIC
 CR0051'RAILWAY STATION, AND ABOUT 40 FEET EAST OF THE CENTER LINE OF THE
 CR0051'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 CR0051'253.261 STA 379 ADJ 1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 CR0051'PIPE.
 CR0051
 CR0051                          STATION RECOVERY (1943)
 CR0051
 CR0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CR0051'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0355 ***********************************************************************
 CB0355  DESIGNATION -  2540 USGS
 CB0355  PID         -  CB0355
 CB0355  STATE/COUNTY-  TX/IRION
 CB0355  USGS QUAD   -  BARNHART (1971)
 CB0355
 CB0355                         *CURRENT SURVEY CONTROL
 CB0355  ___________________________________________________________________
 CB0355* NAD 83(1986)-  31 07 54.     (N)    101 08 14.     (W)     SCALED    
 CB0355* NAVD 88     -       774.592  (meters)    2541.31   (feet)  ADJUSTED  
 CB0355  ___________________________________________________________________
 CB0355  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CB0355  DYNAMIC HT  -         773.476 (meters)    2537.65  (feet)  COMP
 CB0355  MODELED GRAV-     979,173.3   (mgal)                       NAVD 88
 CB0355
 CB0355  VERT ORDER  -  SECOND    CLASS 0
 CB0355
 CB0355.The horizontal coordinates were scaled from a topographic map and have
 CB0355.an estimated accuracy of +/- 6 seconds.
 CB0355
 CB0355.The orthometric height was determined by differential leveling
 CB0355.and adjusted by the National Geodetic Survey in June 1991..
 CB0355
 CB0355.The geoid height was determined by GEOID03.
 CB0355
 CB0355.The dynamic height is computed by dividing the NAVD 88
 CB0355.geopotential number by the normal gravity value computed on the
 CB0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0355.degrees latitude (g = 980.6199 gals.).
 CB0355
 CB0355.The modeled gravity was interpolated from observed gravity values.
 CB0355
 CB0355;                    North         East    Units  Estimated Accuracy
 CB0355;SPC TX C     - 3,162,680.      623,340.      MT  (+/- 180 meters Scaled)
 CB0355
 CB0355                          SUPERSEDED SURVEY CONTROL
 CB0355
 CB0355  NGVD 29 (??/??/92)  774.340  (m)         2540.48   (f) ADJ UNCH    2 0
 CB0355
 CB0355.Superseded values are not recommended for survey control.
 CB0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0355.See file dsdata.txt to determine how the superseded data were derived.
 CB0355
 CB0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV962461(NAD 83)
 CB0355_MARKER: DD = SURVEY DISK
 CB0355_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 CB0355_SP_SET: ROCK
 CB0355_STAMPING: TEX 1920 2540
 CB0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0355
 CB0355  HISTORY     - Date     Condition        Report By
 CB0355  HISTORY     - 1920     MONUMENTED       USGS
 CB0355  HISTORY     - 1934     GOOD             NGS
 CB0355  HISTORY     - 1940     GOOD             NGS
 CB0355  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0355
 CB0355                          STATION DESCRIPTION
 CB0355
 CB0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0355'2.1 MI E FROM BARNHART.
 CB0355'2.1 MILES E OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.5 MILES W OF
 CB0355'MILE POST 769.  150 FT S OF HIGHWAY.  90 FT N OF CENTER OF TRACK. DISK
 CB0355'IS SET IN ROCK.
 CB0355
 CB0355                          STATION RECOVERY (1940)
 CB0355
 CB0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0355'RECOVERED IN GOOD CONDITION.
 CB0355
 CB0355                          STATION RECOVERY (1981)
 CB0355
 CB0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1522 ***********************************************************************
 BY1522  DESIGNATION -  254.2
 BY1522  PID         -  BY1522
 BY1522  STATE/COUNTY-  TX/HOUSTON
 BY1522  USGS QUAD   -  FODICE (1963)
 BY1522
 BY1522                         *CURRENT SURVEY CONTROL
 BY1522  ___________________________________________________________________
 BY1522* NAD 83(1986)-  31 14 27.     (N)    095 18 35.     (W)     SCALED    
 BY1522* NAVD 88     -        77.40   (+/-2cm)     253.9    (feet)  VERTCON   
 BY1522  ___________________________________________________________________
 BY1522  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1522
 BY1522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1522
 BY1522.The horizontal coordinates were scaled from a topographic map and have
 BY1522.an estimated accuracy of +/- 6 seconds.
 BY1522
 BY1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1522.The vertical order pertains to the NGVD 29 superseded value.
 BY1522
 BY1522.The geoid height was determined by GEOID03.
 BY1522
 BY1522;                    North         East    Units  Estimated Accuracy
 BY1522;SPC TX C     - 3,185,310.    1,178,350.      MT  (+/- 180 meters Scaled)
 BY1522
 BY1522                          SUPERSEDED SURVEY CONTROL
 BY1522
 BY1522  NGVD 29 (??/??/92)   77.415  (m)          253.99   (f) ADJ UNCH    2 0
 BY1522
 BY1522.Superseded values are not recommended for survey control.
 BY1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1522.See file dsdata.txt to determine how the superseded data were derived.
 BY1522
 BY1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ800585(NAD 83)
 BY1522_MARKER: Z = SEE DESCRIPTION
 BY1522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1522_SP_SET: OAK TREE
 BY1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1522
 BY1522  HISTORY     - Date     Condition        Report By
 BY1522  HISTORY     - UNK      MONUMENTED       USGS
 BY1522  HISTORY     - 1948     GOOD             NGS
 BY1522
 BY1522                          STATION DESCRIPTION
 BY1522
 BY1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1522'7.2 MI NE FROM PENNINGTON.
 BY1522'6.2 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE PENNINGTON BAPTIST
 BY1522'CHURCH AT PENNINGTON, THENCE 1.0 MILE NORTHEAST ALONG AN OLD ROAD FROM
 BY1522'SHADY GROVE CHURCH, AT THE CROSSING OF WHITE ROCK CREEK, 75.0 FEET
 BY1522'NORTHEAST OF THE EAST BANK OF THE CREEK AT THE BRIDGE CROSSING, 62.3
 BY1522'FEET NORTHEAST OF THE NORTHEAST END OF AN OLD WOODEN BRIDGE, 19.2 FEET
 BY1522'NORTHWEST OF A FENCE LINE, 12.8 FEET SOUTHEAST OF THE CENTER LINE OF
 BY1522'THE OLD ROAD, A COPPER NAIL AND WASHER SET IN A ROOT AT THE SOUTHWEST
 BY1522'SIDE OF A 2.0-FOOT OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0430 ***********************************************************************
 CB0430  DESIGNATION -  2545
 CB0430  PID         -  CB0430
 CB0430  STATE/COUNTY-  TX/REAGAN
 CB0430  USGS QUAD   -  STILES (1970)
 CB0430
 CB0430                         *CURRENT SURVEY CONTROL
 CB0430  ___________________________________________________________________
 CB0430* NAD 83(1986)-  31 24 23.     (N)    101 33 57.     (W)     SCALED    
 CB0430* NAVD 88     -       775.951  (meters)    2545.77   (feet)  ADJUSTED  
 CB0430  ___________________________________________________________________
 CB0430  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0430  DYNAMIC HT  -         774.847 (meters)    2542.14  (feet)  COMP
 CB0430  MODELED GRAV-     979,192.1   (mgal)                       NAVD 88
 CB0430
 CB0430  VERT ORDER  -  SECOND    CLASS 0
 CB0430
 CB0430.The horizontal coordinates were scaled from a topographic map and have
 CB0430.an estimated accuracy of +/- 6 seconds.
 CB0430
 CB0430.The orthometric height was determined by differential leveling
 CB0430.and adjusted by the National Geodetic Survey in June 1991..
 CB0430
 CB0430.The geoid height was determined by GEOID03.
 CB0430
 CB0430.The dynamic height is computed by dividing the NAVD 88
 CB0430.geopotential number by the normal gravity value computed on the
 CB0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0430.degrees latitude (g = 980.6199 gals.).
 CB0430
 CB0430.The modeled gravity was interpolated from observed gravity values.
 CB0430
 CB0430;                    North         East    Units  Estimated Accuracy
 CB0430;SPC TX C     - 3,193,510.      582,810.      MT  (+/- 180 meters Scaled)
 CB0430
 CB0430                          SUPERSEDED SURVEY CONTROL
 CB0430
 CB0430  NGVD 29 (??/??/92)  775.634  (m)         2544.73   (f) ADJ UNCH    2 0
 CB0430
 CB0430.Superseded values are not recommended for survey control.
 CB0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0430.See file dsdata.txt to determine how the superseded data were derived.
 CB0430
 CB0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV560774(NAD 83)
 CB0430_MARKER: DD = SURVEY DISK
 CB0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0430_SP_SET: STEP
 CB0430_STAMPING: 2545 TEXAS 1920
 CB0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0430
 CB0430  HISTORY     - Date     Condition        Report By
 CB0430  HISTORY     - 1920     MONUMENTED       USGS
 CB0430
 CB0430                          STATION DESCRIPTION
 CB0430
 CB0430'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 CB0430'IN STILES.
 CB0430'AT STILES, REAGAN COUNTY, AT THE OLD COUNTY COURTHOUSE, AT THE WEST
 CB0430'ENTRANCE, IN THE TOP OF THE NORTH END OF THE FIRST CONCRETE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0223 ***********************************************************************
 DM0223  DESIGNATION -  256
 DM0223  PID         -  DM0223
 DM0223  STATE/COUNTY-  TX/CASS
 DM0223  USGS QUAD   -  ATLANTA SOUTH (1969)
 DM0223
 DM0223                         *CURRENT SURVEY CONTROL
 DM0223  ___________________________________________________________________
 DM0223* NAD 83(1986)-  33 06 47.     (N)    094 09 58.     (W)     SCALED    
 DM0223* NAVD 88     -        78.08   (+/-2cm)     256.2    (feet)  VERTCON   
 DM0223  ___________________________________________________________________
 DM0223  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DM0223
 DM0223  VERT ORDER  -  ? (See Below)
 DM0223
 DM0223.The horizontal coordinates were scaled from a topographic map and have
 DM0223.an estimated accuracy of +/- 6 seconds.
 DM0223
 DM0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0223.The vertical order pertains to the NGVD 29 superseded value.
 DM0223
 DM0223.The geoid height was determined by GEOID03.
 DM0223
 DM0223;                    North         East    Units  Estimated Accuracy
 DM0223;SPC TXNC     - 2,168,730.    1,004,330.      MT  (+/- 180 meters Scaled)
 DM0223
 DM0223                          SUPERSEDED SURVEY CONTROL
 DM0223
 DM0223  NGVD 29 (??/??/92)   78.107  (m)          256.26   (f) ADJ UNCH    ?  
 DM0223
 DM0223.Superseded values are not recommended for survey control.
 DM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0223.See file dsdata.txt to determine how the superseded data were derived.
 DM0223
 DM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS912644(NAD 83)
 DM0223_MARKER: P = PIPE CAP
 DM0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0223_STAMPING: 256 ADJ 1903
 DM0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0223
 DM0223  HISTORY     - Date     Condition        Report By
 DM0223  HISTORY     - 1903     MONUMENTED       USGS
 DM0223  HISTORY     - 1934     GOOD             NGS
 DM0223  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DM0223
 DM0223                          STATION DESCRIPTION
 DM0223
 DM0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0223'IN ATLANTA.
 DM0223'AT ATLANTA, CASS COUNTY, ABOUT 0.2 MILE SOUTH OF THE TEXAS AND PACIFIC
 DM0223'RAILWAY STATION, ABOUT 40 FEET EAST OF A ROAD CROSSING, AND AT A
 DM0223'CORNER OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 DM0223'STANDARD CAP, STAMPED 256 ADJ 1903 AND RIVETED ON THE TOP OF A 3-1/2
 DM0223'INCH IRON PIPE.
 DM0223
 DM0223                          STATION RECOVERY (1988)
 DM0223
 DM0223'RECOVERY NOTE BY US POWER SQUADRON 1988 (JFA)
 DM0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0776 ***********************************************************************
 BZ0776  DESIGNATION -  256 A GCSFRC
 BZ0776  PID         -  BZ0776
 BZ0776  STATE/COUNTY-  TX/MCLENNAN
 BZ0776  USGS QUAD   -  CRAWFORD (1979)
 BZ0776
 BZ0776                         *CURRENT SURVEY CONTROL
 BZ0776  ___________________________________________________________________
 BZ0776* NAD 83(1986)-  31 36 54.     (N)    097 27 35.     (W)     SCALED    
 BZ0776* NAVD 88     -       217.045  (meters)     712.09   (feet)  ADJUSTED  
 BZ0776  ___________________________________________________________________
 BZ0776  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BZ0776  DYNAMIC HT  -         216.764 (meters)     711.17  (feet)  COMP
 BZ0776  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BZ0776
 BZ0776  VERT ORDER  -  SECOND    CLASS 0
 BZ0776
 BZ0776.The horizontal coordinates were scaled from a topographic map and have
 BZ0776.an estimated accuracy of +/- 6 seconds.
 BZ0776
 BZ0776.The orthometric height was determined by differential leveling
 BZ0776.and adjusted by the National Geodetic Survey in June 1991..
 BZ0776
 BZ0776.The geoid height was determined by GEOID03.
 BZ0776
 BZ0776.The dynamic height is computed by dividing the NAVD 88
 BZ0776.geopotential number by the normal gravity value computed on the
 BZ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0776.degrees latitude (g = 980.6199 gals.).
 BZ0776
 BZ0776.The modeled gravity was interpolated from observed gravity values.
 BZ0776
 BZ0776;                    North         East    Units  Estimated Accuracy
 BZ0776;SPC TX C     - 3,219,510.      972,620.      MT  (+/- 180 meters Scaled)
 BZ0776
 BZ0776                          SUPERSEDED SURVEY CONTROL
 BZ0776
 BZ0776  NGVD 29 (??/??/92)  217.001  (m)          711.94   (f) ADJ UNCH    2 0
 BZ0776
 BZ0776.Superseded values are not recommended for survey control.
 BZ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0776.See file dsdata.txt to determine how the superseded data were derived.
 BZ0776
 BZ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV461987(NAD 83)
 BZ0776_MARKER: X = CHISELED CROSS
 BZ0776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0776_SP_SET: ABUTMENT
 BZ0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0776
 BZ0776  HISTORY     - Date     Condition        Report By
 BZ0776  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0776  HISTORY     - 1966     POOR             NGS
 BZ0776  HISTORY     - 20010317 POOR             USPSQD
 BZ0776  HISTORY     - 20040110 MARK NOT FOUND   USPSQD
 BZ0776
 BZ0776                          STATION DESCRIPTION
 BZ0776
 BZ0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ0776'3.0 MI S FROM VALLEY MILLS.
 BZ0776'ABOUT 3.0 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ0776'FROM THE STATION AT VALLEY MILLS, BOSQUE COUNTY, AT BRIDGE 256 A, AND
 BZ0776'ON THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT.  A
 BZ0776'CHISELED CROSS.  NOTE-- THE POINT IS ABOUT GONE AS EROSION HAS REMOVED
 BZ0776'THE SURFACE OF THE SAND STONE ROCK.
 BZ0776
 BZ0776                          STATION RECOVERY (2001)
 BZ0776
 BZ0776'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0776'MARK RECOVERED IN POOR CONDITION.
 BZ0776
 BZ0776                          STATION RECOVERY (2004)
 BZ0776
 BZ0776'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0024 ***********************************************************************
 AJ0024  DESIGNATION -  256 RESET 1950
 AJ0024  PID         -  AJ0024
 AJ0024  STATE/COUNTY-  TX/JIM WELLS
 AJ0024  USGS QUAD   -  SAN DIEGO (1963)
 AJ0024
 AJ0024                         *CURRENT SURVEY CONTROL
 AJ0024  ___________________________________________________________________
 AJ0024* NAD 83(1986)-  27 45 01.     (N)    098 08 49.     (W)     SCALED    
 AJ0024* NAVD 88     -        77.794  (meters)     255.23   (feet)  ADJUSTED  
 AJ0024  ___________________________________________________________________
 AJ0024  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AJ0024  DYNAMIC HT  -          77.674 (meters)     254.84  (feet)  COMP
 AJ0024  MODELED GRAV-     979,096.2   (mgal)                       NAVD 88
 AJ0024
 AJ0024  VERT ORDER  -  FIRST     CLASS II
 AJ0024
 AJ0024.The horizontal coordinates were scaled from a topographic map and have
 AJ0024.an estimated accuracy of +/- 6 seconds.
 AJ0024
 AJ0024.The orthometric height was determined by differential leveling
 AJ0024.and adjusted by the National Geodetic Survey in June 1991..
 AJ0024
 AJ0024.The geoid height was determined by GEOID03.
 AJ0024
 AJ0024.The dynamic height is computed by dividing the NAVD 88
 AJ0024.geopotential number by the normal gravity value computed on the
 AJ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0024.degrees latitude (g = 980.6199 gals.).
 AJ0024
 AJ0024.The modeled gravity was interpolated from observed gravity values.
 AJ0024
 AJ0024;                    North         East    Units  Estimated Accuracy
 AJ0024;SPC TX S     - 5,230,900.      334,810.      MT  (+/- 180 meters Scaled)
 AJ0024
 AJ0024                          SUPERSEDED SURVEY CONTROL
 AJ0024
 AJ0024  NGVD 29 (??/??/92)   77.876  (m)          255.50   (f) ADJ UNCH    1 2
 AJ0024
 AJ0024.Superseded values are not recommended for survey control.
 AJ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0024.See file dsdata.txt to determine how the superseded data were derived.
 AJ0024
 AJ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR840698(NAD 83)
 AJ0024_MARKER: DD = SURVEY DISK
 AJ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0024_STAMPING: 256 RESET 1950
 AJ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0024+STABILITY: SURFACE MOTION
 AJ0024
 AJ0024  HISTORY     - Date     Condition        Report By
 AJ0024  HISTORY     - 1950     MONUMENTED       USGS
 AJ0024  HISTORY     - 1951     GOOD             NGS
 AJ0024
 AJ0024                          STATION DESCRIPTION
 AJ0024
 AJ0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AJ0024'4.4 MI W FROM ALICE.
 AJ0024'4.4 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0024'ALICE, 239 FEET SOUTHEAST OF MILEPOST 115, 296 FEET WEST OF THE CENTER
 AJ0024'LINE OF A ROAD LEADING SOUTH, 78 FEET SOUTH OF THE CENTER LINE OF U.S.
 AJ0024'HIGHWAY 59, 152 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 AJ0024'HOUSE, 1 FOOT NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST. SET IN
 AJ0024'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0014 ***********************************************************************
 BP0014  DESIGNATION -  2562
 BP0014  PID         -  BP0014
 BP0014  STATE/COUNTY-  TX/PECOS
 BP0014  USGS QUAD   -  BAKERSFIELD (1969)
 BP0014
 BP0014                         *CURRENT SURVEY CONTROL
 BP0014  ___________________________________________________________________
 BP0014* NAD 83(1986)-  30 53 41.     (N)    102 20 38.     (W)     SCALED    
 BP0014* NAVD 88     -       781.04   (+/-2cm)    2562.5    (feet)  VERTCON   
 BP0014  ___________________________________________________________________
 BP0014  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BP0014
 BP0014  VERT ORDER  -  ? (See Below)
 BP0014
 BP0014.The horizontal coordinates were scaled from a topographic map and have
 BP0014.an estimated accuracy of +/- 6 seconds.
 BP0014
 BP0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0014.The vertical order pertains to the NGVD 29 superseded value.
 BP0014
 BP0014.The geoid height was determined by GEOID03.
 BP0014
 BP0014;                    North         East    Units  Estimated Accuracy
 BP0014;SPC TX C     - 3,137,870.      507,810.      MT  (+/- 180 meters Scaled)
 BP0014
 BP0014                          SUPERSEDED SURVEY CONTROL
 BP0014
 BP0014  NGVD 29 (??/??/92)  780.775  (m)         2561.59   (f) ADJ UNCH    ?  
 BP0014
 BP0014.Superseded values are not recommended for survey control.
 BP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0014.See file dsdata.txt to determine how the superseded data were derived.
 BP0014
 BP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ538209(NAD 83)
 BP0014_MARKER: X = CHISELED CROSS
 BP0014_SETTING: 66 = SET IN ROCK OUTCROP
 BP0014_SP_SET: BEDROCK
 BP0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0014+STABILITY: POSITION/ELEVATION WELL
 BP0014
 BP0014  HISTORY     - Date     Condition        Report By
 BP0014  HISTORY     - UNK      MONUMENTED       TXHD
 BP0014  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0014
 BP0014                          STATION DESCRIPTION
 BP0014
 BP0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0014'34.0 MI E FROM FORT STOCKTON.
 BP0014'ON U.S. HIGHWAY 290, AT HIGHWAY STATION 1726, 75 FEET SOUTH OF THE
 BP0014'CENTERLINE OF THE HIGHWAY, 25 FEET IN FRONT OF A SECTION-CORNER POST,
 BP0014'IN BEDROCK, AND MARKED BY A PYRAMID OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0197 ***********************************************************************
 CU0197  DESIGNATION -  2568
 CU0197  PID         -  CU0197
 CU0197  STATE/COUNTY-  TX/NOLAN
 CU0197  USGS QUAD   -  MARYNEAL (1969)
 CU0197
 CU0197                         *CURRENT SURVEY CONTROL
 CU0197  ___________________________________________________________________
 CU0197* NAD 83(1986)-  32 13 54.     (N)    100 27 13.     (W)     SCALED    
 CU0197* NAVD 88     -       782.848  (meters)    2568.39   (feet)  ADJUSTED  
 CU0197  ___________________________________________________________________
 CU0197  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CU0197  DYNAMIC HT  -         781.794 (meters)    2564.94  (feet)  COMP
 CU0197  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 CU0197
 CU0197  VERT ORDER  -  SECOND    CLASS 0
 CU0197
 CU0197.The horizontal coordinates were scaled from a topographic map and have
 CU0197.an estimated accuracy of +/- 6 seconds.
 CU0197
 CU0197.The orthometric height was determined by differential leveling
 CU0197.and adjusted by the National Geodetic Survey in June 1991..
 CU0197
 CU0197.The geoid height was determined by GEOID03.
 CU0197
 CU0197.The dynamic height is computed by dividing the NAVD 88
 CU0197.geopotential number by the normal gravity value computed on the
 CU0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0197.degrees latitude (g = 980.6199 gals.).
 CU0197
 CU0197.The modeled gravity was interpolated from observed gravity values.
 CU0197
 CU0197;                    North         East    Units  Estimated Accuracy
 CU0197;SPC TXNC     - 2,064,370.      415,880.      MT  (+/- 180 meters Scaled)
 CU0197
 CU0197                          SUPERSEDED SURVEY CONTROL
 CU0197
 CU0197  NGVD 29 (??/??/92)  782.589  (m)         2567.54   (f) ADJ UNCH    2 0
 CU0197
 CU0197.Superseded values are not recommended for survey control.
 CU0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0197.See file dsdata.txt to determine how the superseded data were derived.
 CU0197
 CU0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA630670(NAD 83)
 CU0197_MARKER: P = PIPE CAP
 CU0197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0197_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0197_STAMPING: 2567.544 2568 1921
 CU0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0197
 CU0197  HISTORY     - Date     Condition        Report By
 CU0197  HISTORY     - 1921     MONUMENTED       USGS
 CU0197  HISTORY     - 1958     GOOD             NGS
 CU0197
 CU0197                          STATION DESCRIPTION
 CU0197
 CU0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0197'IN MARYNEAL.
 CU0197'AT MARYNEAL, NOLAN COUNTY, ON THE PANHANDLE AND SANTA FE RAILWAY, 250
 CU0197'YARDS SOUTH OF THE STATION, 0.5 MILE SOUTH OF MILEPOST 657, 500 FEET
 CU0197'SOUTH OF A WATER TANK, AT A ROAD CROSSING, 200 FEET SOUTH OF THE
 CU0197'CENTERLINE OF THE ROAD, 50 FEET WEST OF THE CENTERLINE OF THE TRACK,
 CU0197'AND 8 FEET NORTH OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY
 CU0197'STANDARD CAP, STAMPED 2567.544 2568 1921 AND RIVETED ON THE TOP OF A
 CU0197'3-1/2 INCH IRON PIPE.  NOTE-- THE PIPE PROJECTS ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1578 ***********************************************************************
 CS1578  DESIGNATION -  257
 CS1578  PID         -  CS1578
 CS1578  STATE/COUNTY-  TX/TARRANT
 CS1578  USGS QUAD   -  HALTOM CITY (1981)
 CS1578
 CS1578                         *CURRENT SURVEY CONTROL
 CS1578  ___________________________________________________________________
 CS1578* NAD 83(1986)-  32 45 03.     (N)    097 21 41.     (W)     SCALED    
 CS1578* NAVD 88     -       166.794  (meters)     547.22   (feet)  POSTED    
 CS1578  ___________________________________________________________________
 CS1578  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1578  DYNAMIC HT  -         166.600 (meters)     546.59  (feet)  COMP
 CS1578  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 CS1578
 CS1578  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CS1578
 CS1578.The horizontal coordinates were scaled from a topographic map and have
 CS1578.an estimated accuracy of +/- 6 seconds.
 CS1578
 CS1578.The orthometric height was determined by differential leveling
 CS1578.and adjusted by the National Geodetic Survey in 1992..
 CS1578.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CS1578.rate of 2.1 thru 3.0 mm/km.
 CS1578
 CS1578.The geoid height was determined by GEOID03.
 CS1578
 CS1578.The dynamic height is computed by dividing the NAVD 88
 CS1578.geopotential number by the normal gravity value computed on the
 CS1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1578.degrees latitude (g = 980.6199 gals.).
 CS1578
 CS1578.The modeled gravity was interpolated from observed gravity values.
 CS1578
 CS1578;                    North         East    Units  Estimated Accuracy
 CS1578;SPC TXNC     - 2,120,800.      706,690.      MT  (+/- 180 meters Scaled)
 CS1578
 CS1578                          SUPERSEDED SURVEY CONTROL
 CS1578
 CS1578  NGVD 29 (??/??/92)  166.797  (m)          547.23   (f) ADJ UNCH    1 2
 CS1578
 CS1578.Superseded values are not recommended for survey control.
 CS1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1578.See file dsdata.txt to determine how the superseded data were derived.
 CS1578
 CS1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB535248(NAD 83)
 CS1578_MARKER: DB = BENCH MARK DISK
 CS1578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1578_SP_SET: SIDEWALK
 CS1578_STAMPING: 257 547.233
 CS1578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1578
 CS1578  HISTORY     - Date     Condition        Report By
 CS1578  HISTORY     - UNK      MONUMENTED       TXGS
 CS1578  HISTORY     - 1956     GOOD             NGS
 CS1578  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1578  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1578
 CS1578                          STATION DESCRIPTION
 CS1578
 CS1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1578'IN FORT WORTH.
 CS1578'1.7 MILES WEST OF THE COUNTY COURT HOUSE AT FORT WORTH, IN THE NORTH
 CS1578'SIDE OF THE TRIANGLE OCCUPIED BY A MAGNOLIA STATION WHICH IS ON THE
 CS1578'SOUTH SIDE OF WEST SEVENTH STREET AND BETWEEN TWO SECTIONS OF
 CS1578'UNIVERSITY DRIVE.  IT IS 4 FEET SOUTH OF THE SOUTH CURB OF WEST
 CS1578'SEVENTH AND 3 FEET SOUTH EAST OF A FIRE PLUG, A TEXAS GEODETIC SURVEY
 CS1578'DISK STAMPED 257 547.233 AND SET IN THE CONCRETE SIDE WALK IN FRONT OF
 CS1578'THE MAGNOLIA STATION.
 CS1578
 CS1578                          STATION RECOVERY (1984)
 CS1578
 CS1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1578'MARK NOT FOUND.
 CS1578
 CS1578                          STATION RECOVERY (1997)
 CS1578
 CS1578'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0778 ***********************************************************************
 BZ0778  DESIGNATION -  258 F GCSFRC
 BZ0778  PID         -  BZ0778
 BZ0778  STATE/COUNTY-  TX/BOSQUE
 BZ0778  USGS QUAD   -  VALLEY MILLS (1979)
 BZ0778
 BZ0778                         *CURRENT SURVEY CONTROL
 BZ0778  ___________________________________________________________________
 BZ0778* NAD 83(1986)-  31 39 07.     (N)    097 28 12.     (W)     SCALED    
 BZ0778* NAVD 88     -       195.667  (meters)     641.95   (feet)  ADJUSTED  
 BZ0778  ___________________________________________________________________
 BZ0778  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BZ0778  DYNAMIC HT  -         195.417 (meters)     641.13  (feet)  COMP
 BZ0778  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 BZ0778
 BZ0778  VERT ORDER  -  SECOND    CLASS 0
 BZ0778
 BZ0778.The horizontal coordinates were scaled from a topographic map and have
 BZ0778.an estimated accuracy of +/- 6 seconds.
 BZ0778
 BZ0778.The orthometric height was determined by differential leveling
 BZ0778.and adjusted by the National Geodetic Survey in June 1991..
 BZ0778
 BZ0778.The geoid height was determined by GEOID03.
 BZ0778
 BZ0778.The dynamic height is computed by dividing the NAVD 88
 BZ0778.geopotential number by the normal gravity value computed on the
 BZ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0778.degrees latitude (g = 980.6199 gals.).
 BZ0778
 BZ0778.The modeled gravity was interpolated from observed gravity values.
 BZ0778
 BZ0778;                    North         East    Units  Estimated Accuracy
 BZ0778;SPC TX C     - 3,223,580.      971,540.      MT  (+/- 180 meters Scaled)
 BZ0778
 BZ0778                          SUPERSEDED SURVEY CONTROL
 BZ0778
 BZ0778  NGVD 29 (??/??/92)  195.630  (m)          641.83   (f) ADJ UNCH    2 0
 BZ0778
 BZ0778.Superseded values are not recommended for survey control.
 BZ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0778.See file dsdata.txt to determine how the superseded data were derived.
 BZ0778
 BZ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA450028(NAD 83)
 BZ0778_MARKER: X = CHISELED CROSS
 BZ0778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0778_SP_SET: ABUTMENT
 BZ0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0778
 BZ0778  HISTORY     - Date     Condition        Report By
 BZ0778  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0778  HISTORY     - 1966     GOOD             NGS
 BZ0778
 BZ0778                          STATION DESCRIPTION
 BZ0778
 BZ0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ0778'0.2 MI S FROM VALLEY MILLS.
 BZ0778'ABOUT 0.2 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ0778'FROM THE STATION IN VALLEY MILLS, BOSQUE COUNTY, AT BRIDGE 258 F, AND
 BZ0778'ON THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT.  A
 BZ0778'CHISELED CROSS.  NOTE-- IT IS BELIEVED THE POINT IS STILL IN PLACE BUT
 BZ0778'IS COVERED WITH ROCK AND DIRT.  IMPROVEMENTS HAVE BEEN MADE AT THE
 BZ0778'BRIDGE BUT THE ABUTMENTS APPEAR TO BE THE ORIGINAL ABUTMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0267 ***********************************************************************
 EN0267  DESIGNATION -  2585+35
 EN0267  PID         -  EN0267
 EN0267  STATE/COUNTY-  TX/FLOYD
 EN0267  USGS QUAD   -  QUITAQUE (1967)
 EN0267
 EN0267                         *CURRENT SURVEY CONTROL
 EN0267  ___________________________________________________________________
 EN0267* NAD 83(1986)-  34 16 30.     (N)    101 06 36.     (W)     SCALED    
 EN0267* NAVD 88     -       789.054  (meters)    2588.75   (feet)  ADJUSTED  
 EN0267  ___________________________________________________________________
 EN0267  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 EN0267  DYNAMIC HT  -         788.078 (meters)    2585.55  (feet)  COMP
 EN0267  MODELED GRAV-     979,373.4   (mgal)                       NAVD 88
 EN0267
 EN0267  VERT ORDER  -  FIRST     CLASS II
 EN0267
 EN0267.The horizontal coordinates were scaled from a topographic map and have
 EN0267.an estimated accuracy of +/- 6 seconds.
 EN0267
 EN0267.The orthometric height was determined by differential leveling
 EN0267.and adjusted by the National Geodetic Survey in June 1991..
 EN0267
 EN0267.The geoid height was determined by GEOID03.
 EN0267
 EN0267.The dynamic height is computed by dividing the NAVD 88
 EN0267.geopotential number by the normal gravity value computed on the
 EN0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0267.degrees latitude (g = 980.6199 gals.).
 EN0267
 EN0267.The modeled gravity was interpolated from observed gravity values.
 EN0267
 EN0267;                    North         East    Units  Estimated Accuracy
 EN0267;SPC TXNC     - 2,292,250.      359,660.      MT  (+/- 180 meters Scaled)
 EN0267
 EN0267                          SUPERSEDED SURVEY CONTROL
 EN0267
 EN0267  NGVD 29 (??/??/92)  788.717  (m)         2587.65   (f) ADJ UNCH    1 2
 EN0267
 EN0267.Superseded values are not recommended for survey control.
 EN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0267.See file dsdata.txt to determine how the superseded data were derived.
 EN0267
 EN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC057946(NAD 83)
 EN0267_MARKER: Z = SEE DESCRIPTION
 EN0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0267
 EN0267  HISTORY     - Date     Condition        Report By
 EN0267  HISTORY     - UNK      MONUMENTED       BNRR
 EN0267  HISTORY     - 1958     GOOD             NGS
 EN0267
 EN0267                          STATION DESCRIPTION
 EN0267
 EN0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0267'6.8 MI SW FROM QUITAQUE.
 EN0267'6.8 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0267'THE STATION AT QUITAQUE, BRISCOE COUNTY, ABOUT 0.9 MILE SOUTHWEST OF
 EN0267'THE SIGNBOARD AT EDGIN, AT STATION 2585+35 (MILEAGE 286.01), ABOUT 100
 EN0267'YARDS NORTHWEST OF WOODEN TRESTLE P 286.06, ABOUT 40 YARDS SOUTHWEST
 EN0267'OF MILEPOST 286, AND 30 FEET SOUTHWEST OF THE TRACK.  THE TOP OF A
 EN0267'CONCRETE-FILLED PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND. NOTE--
 EN0267'THIS MARK IS SLIGHTLY NORTH OF A POINT OPPOSITE MILEPOST 286 AND
 EN0267'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0312 ***********************************************************************
 DM0312  DESIGNATION -  259
 DM0312  PID         -  DM0312
 DM0312  STATE/COUNTY-  TX/CASS
 DM0312  USGS QUAD   -  MARIETTA (1976)
 DM0312
 DM0312                         *CURRENT SURVEY CONTROL
 DM0312  ___________________________________________________________________
 DM0312* NAD 83(1986)-  33 14 37.     (N)    094 36 45.     (W)     SCALED    
 DM0312* NAVD 88     -        79.048  (meters)     259.34   (feet)  ADJUSTED  
 DM0312  ___________________________________________________________________
 DM0312  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0312  DYNAMIC HT  -          78.962 (meters)     259.06  (feet)  COMP
 DM0312  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 DM0312
 DM0312  VERT ORDER  -  SECOND    CLASS 0
 DM0312
 DM0312.The horizontal coordinates were scaled from a topographic map and have
 DM0312.an estimated accuracy of +/- 6 seconds.
 DM0312
 DM0312.The orthometric height was determined by differential leveling
 DM0312.and adjusted by the National Geodetic Survey in June 1991..
 DM0312
 DM0312.The geoid height was determined by GEOID03.
 DM0312
 DM0312.The dynamic height is computed by dividing the NAVD 88
 DM0312.geopotential number by the normal gravity value computed on the
 DM0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0312.degrees latitude (g = 980.6199 gals.).
 DM0312
 DM0312.The modeled gravity was interpolated from observed gravity values.
 DM0312
 DM0312;                    North         East    Units  Estimated Accuracy
 DM0312;SPC TXNC     - 2,181,570.      962,170.      MT  (+/- 180 meters Scaled)
 DM0312
 DM0312                          SUPERSEDED SURVEY CONTROL
 DM0312
 DM0312  NGVD 29 (??/??/92)   79.060  (m)          259.38   (f) ADJ UNCH    2 0
 DM0312
 DM0312.Superseded values are not recommended for survey control.
 DM0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0312.See file dsdata.txt to determine how the superseded data were derived.
 DM0312
 DM0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS497794(NAD 83)
 DM0312_MARKER: P = PIPE CAP
 DM0312_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0312_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0312_STAMPING: 259 ADJ 1903
 DM0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0312
 DM0312  HISTORY     - Date     Condition        Report By
 DM0312  HISTORY     - 1903     MONUMENTED       USGS
 DM0312  HISTORY     - 1933     GOOD             NGS
 DM0312  HISTORY     - 1935     MARK NOT FOUND   NGS
 DM0312
 DM0312                          STATION DESCRIPTION
 DM0312
 DM0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0312'5.1 MI E FROM NAPLES.
 DM0312'5.1 MILES EAST OF, ALONG ST. LOUIS SOUTHWESTERN RY.  BETWEEN 15TH AND
 DM0312'16TH TELEGRAPH POSTS WEST OF MILEPOST 456.  150 FEET WEST OF BRIDGE
 DM0312'103 OVER JENNINGS LAKE, JUST WEST OF SULPHUR RIVER AND COUNTY LINE. 40
 DM0312'FEET SOUTH OF TRACK C.L.  IRON POST.  NOTE-- MARK IS UNDER WATER IN
 DM0312'1935.
 DM0312
 DM0312                          STATION RECOVERY (1935)
 DM0312
 DM0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6317 ***********************************************************************
 DF6317  PACS        -  This is a Primary Airport Control Station.
 DF6317  DESIGNATION -  25R A
 DF6317  PID         -  DF6317
 DF6317  STATE/COUNTY-  TX/HIDALGO
 DF6317  USGS QUAD   -  FAYSVILLE (1963)
 DF6317
 DF6317                         *CURRENT SURVEY CONTROL
 DF6317  ___________________________________________________________________
 DF6317* NAD 83(1993)-  26 26 51.93171(N)    098 07 34.30004(W)     ADJUSTED  
 DF6317* NAVD 88     -        22.44   (meters)      73.6    (feet)  GPS OBS   
 DF6317  ___________________________________________________________________
 DF6317  X           -    -807,752.432 (meters)                     COMP
 DF6317  Y           -  -5,657,023.005 (meters)                     COMP
 DF6317  Z           -   2,823,563.083 (meters)                     COMP
 DF6317  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DF6317  ELLIP HEIGHT-          -1.50  (meters)          (06/20/03) GPS OBS
 DF6317  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 DF6317
 DF6317  HORZ ORDER  -  B
 DF6317  ELLP ORDER  -  FIRST     CLASS II
 DF6317
 DF6317.This mark is at Edinburg Rio Grd Valley Reg Freight Trml Airport (25R)
 DF6317
 DF6317.The horizontal coordinates were established by GPS observations
 DF6317.and adjusted by the National Geodetic Survey in June 2003..
 DF6317
 DF6317.The orthometric height was determined by GPS observations and a
 DF6317.high-resolution geoid model.
 DF6317
 DF6317.GPS derived orthometric heights for airport stations designated as
 DF6317.PACS or SACS are published to 2 decimal places.  This maintains
 DF6317.centimeter relative accuracy between the PACS and SACS.  It does
 DF6317.not indicate centimeter accuracy relative to other marks which are
 DF6317.part of the NAVD 88 network.
 DF6317
 DF6317.Photographs are available for this station.
 DF6317
 DF6317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6317
 DF6317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6317
 DF6317.The ellipsoidal height was determined by GPS observations
 DF6317.and is referenced to NAD 83.
 DF6317
 DF6317.The geoid height was determined by GEOID03.
 DF6317
 DF6317;                    North         East     Units Scale Factor Converg.
 DF6317;SPC TX S     - 5,086,594.737   337,279.293   MT  0.99994109   +0 10 11.0
 DF6317;SPC TX S     -16,688,269.57  1,106,557.15   sFT  0.99994109   +0 10 11.0
 DF6317;UTM  14      - 2,925,567.717   587,116.299   MT  0.99969370   +0 23 21.1
 DF6317
 DF6317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6317!SPC TX S     -   1.00000024  x   0.99994109  =   0.99994133
 DF6317!UTM  14      -   1.00000024  x   0.99969370  =   0.99969394
 DF6317
 DF6317:                Primary Azimuth Mark                     Grid Az
 DF6317:SPC TX S     -  25R B                                    159 06 50.4
 DF6317:UTM  14      -  25R B                                    158 53 40.3
 DF6317
 DF6317|---------------------------------------------------------------------|
 DF6317| PID    Reference Object                     Distance      Geod. Az  |
 DF6317|                                                           dddmmss.s |
 DF6317| DF6327 25R B                               APPROX. 0.6 KM 1591701.4 |
 DF6317|---------------------------------------------------------------------|
 DF6317
 DF6317                          SUPERSEDED SURVEY CONTROL
 DF6317
 DF6317.No superseded survey control is available for this station.
 DF6317
 DF6317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8711625568(NAD 83)
 DF6317_MARKER: F = FLANGE-ENCASED ROD
 DF6317_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF6317_STAMPING: 25R A 2003
 DF6317_MARK LOGO: NGS   
 DF6317_PROJECTION: FLUSH
 DF6317_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6317+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 DF6317_ROD/PIPE-DEPTH: 5.4  meters
 DF6317_SLEEVE-DEPTH  : 0.9 meters
 DF6317
 DF6317  HISTORY     - Date     Condition        Report By
 DF6317  HISTORY     - 20030303 MONUMENTED       NGS
 DF6317  HISTORY     - 20030503 GOOD             NGS
 DF6317  HISTORY     - 20040218 GOOD             NGS
 DF6317
 DF6317                          STATION DESCRIPTION
 DF6317
 DF6317'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 DF6317'IN HIDALGO COUNTY, ABOUT 10 MILES NORTH OF EDINBURG, ON THE EDINBURG
 DF6317'INTERNATIONAL
 DF6317'AIRPORT, ALONG A TAXIWAY LEADING TO THE NORTHWEST END OF THE RUNWAY,
 DF6317'IN LINE WITH THE
 DF6317'TAXI HOLD BARS.
 DF6317'OWNERSHIP--EDINBURG AIRPORT, 400 EAST HARGILL ROAD (FM 490), PO BOX
 DF6317'1079, EDINBURG, TX
 DF6317'78540-1079.  PHONE-956-385-5661,  MOBLE--956-279-1900.
 DF6317' 
 DF6317'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 281 OVERPASS WITH
 DF6317'STATE HIGHWAY
 DF6317'107 IN EDINBURG, GO 10.6 MILES NORTH ALONG US HIGHWAY 281 TO HARGILL
 DF6317'ROAD (FM 490) TURN
 DF6317'RIGHT, EAST GO 0.7 MILE EAST ON HARGILL TO THE AIRPORT ENTRANCE ROAD,
 DF6317'TURN RIGHT, SOUTH,
 DF6317'GO 0.05  MILE SOUTH ON THE ENTRANCE ROAD TO A GRAVELED ROAD ON THE
 DF6317'RIGHT,  WEST, TURN
 DF6317'AND GO 0.3 MILE WEST THEN SOUTHWEST GOING AROUND A HANGER AND THEN
 DF6317'ALONG A TRACK
 DF6317'ROAD BESIDE A TAXIWAY TO THE STATION ON THE RIGHT INLINE WITH THE TAXI
 DF6317'HOLD BARS.
 DF6317'THE STATION IS 79.0 M NORTHEAST OF THE EXTENDED CENTERLINE OF THE
 DF6317'RUNWAY, 65.9 M NORTH
 DF6317'OF THE NORTHEAST THRESHOLD LIGHT,  22.2 M NORTHWEST OF AND LEVEL WITH
 DF6317'THE TAXI
 DF6317'CENTERLINE, 5.5 M NORTHWEST OF THE CENTER OF THE TRACK ROAD.
 DF6317' 
 DF6317' 
 DF6317'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO COVER,  THE
 DF6317'ROD WAS DRIVEN 5.4
 DF6317'METERS WITH A SLEEVE DEPTH OF 0.9 METERS.
 DF6317' 
 DF6317'THIS IS A PRIMARY AIRPORT CONTROL STATION, (PACS).
 DF6317'
 DF6317
 DF6317                          STATION RECOVERY (2003)
 DF6317
 DF6317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 DF6317'IN HIDALGO COUNTY, ABOUT 10 MILES NORTH OF EDINBURG, ON THE EDINBURG
 DF6317'INTERNATIONAL
 DF6317'AIRPORT, ALONG A TAXIWAY LEADING TO THE NORTHWEST END OF THE RUNWAY,
 DF6317'IN LINE WITH THE
 DF6317'TAXI HOLD BARS.
 DF6317'OWNERSHIP--EDINBURG AIRPORT, 400 EAST HARGILL ROAD (FM 490), PO BOX
 DF6317'1079, EDINBURG, TX
 DF6317'78540-1079.  PHONE-956-385-5661,  MOBLE--956-279-1900.
 DF6317' 
 DF6317'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 281 OVERPASS WITH
 DF6317'STATE HIGHWAY
 DF6317'107 IN EDINBURG, GO 10.6 MILES NORTH ALONG US HIGHWAY 281 TO HARGILL
 DF6317'ROAD (FM 490) TURN
 DF6317'RIGHT, EAST GO 0.7 MILE EAST ON HARGILL TO THE AIRPORT ENTRANCE ROAD,
 DF6317'TURN RIGHT, SOUTH,
 DF6317'GO 0.05  MILE SOUTH ON THE ENTRANCE ROAD TO A GRAVELED ROAD ON THE
 DF6317'RIGHT,  WEST, TURN
 DF6317'AND GO 0.3 MILE WEST THEN SOUTHWEST GOING AROUND A HANGER AND THEN
 DF6317'ALONG A TRACK
 DF6317'ROAD BESIDE A TAXIWAY TO THE STATION ON THE RIGHT INLINE WITH THE TAXI
 DF6317'HOLD BARS.
 DF6317' 
 DF6317'THE STATION IS 79.0 M NORTHEAST OF THE EXTENDED CENTERLINE OF THE
 DF6317'RUNWAY, 65.9 M NORTH
 DF6317'OF THE NORTHEAST THRESHOLD LIGHT,  22.2 M NORTHWEST OF AND LEVEL WITH
 DF6317'THE TAXI
 DF6317'CENTERLINE, 5.5 M NORTHWEST OF THE CENTER OF THE TRACK ROAD.
 DF6317'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO COVER,  THE
 DF6317'ROD WAS
 DF6317'DRIVEN TO 5.4 METERS WITH A SLEEVE DEPTH OF 0.9 METERS
 DF6317' 
 DF6317'THIS IS A PRIMARY AIRPORT CONTROL STATION, (PACS).
 DF6317'
 DF6317
 DF6317                          STATION RECOVERY (2004)
 DF6317
 DF6317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRL)
 DF6317'RECOVERED AS DESCRIBED.
 DF6317'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6327 ***********************************************************************
 DF6327  SACS        -  This is a Secondary Airport Control Station.
 DF6327  DESIGNATION -  25R B
 DF6327  PID         -  DF6327
 DF6327  STATE/COUNTY-  TX/HIDALGO
 DF6327  USGS QUAD   -  HARGILL (1963)
 DF6327
 DF6327                         *CURRENT SURVEY CONTROL
 DF6327  ___________________________________________________________________
 DF6327* NAD 83(1993)-  26 26 33.64311(N)    098 07 26.61679(W)     ADJUSTED  
 DF6327* NAVD 88     -        20.64   (meters)      67.7    (feet)  GPS OBS   
 DF6327  ___________________________________________________________________
 DF6327  X           -    -807,576.907 (meters)                     COMP
 DF6327  Y           -  -5,657,299.650 (meters)                     COMP
 DF6327  Z           -   2,823,058.327 (meters)                     COMP
 DF6327  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DF6327  ELLIP HEIGHT-          -3.29  (meters)          (06/20/03) GPS OBS
 DF6327  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 DF6327
 DF6327  HORZ ORDER  -  FIRST
 DF6327  ELLP ORDER  -  FIFTH     CLASS I
 DF6327
 DF6327.This mark is at Edinburg Rio Grd Valley Reg Freight Trml Airport (25R)
 DF6327
 DF6327.The horizontal coordinates were established by GPS observations
 DF6327.and adjusted by the National Geodetic Survey in June 2003..
 DF6327
 DF6327.The orthometric height was determined by GPS observations and a
 DF6327.high-resolution geoid model.
 DF6327
 DF6327.GPS derived orthometric heights for airport stations designated as
 DF6327.PACS or SACS are published to 2 decimal places.  This maintains
 DF6327.centimeter relative accuracy between the PACS and SACS.  It does
 DF6327.not indicate centimeter accuracy relative to other marks which are
 DF6327.part of the NAVD 88 network.
 DF6327
 DF6327.Photographs are available for this station.
 DF6327
 DF6327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6327
 DF6327.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6327
 DF6327.The ellipsoidal height was determined by GPS observations
 DF6327.and is referenced to NAD 83.
 DF6327
 DF6327.The geoid height was determined by GEOID03.
 DF6327
 DF6327;                    North         East     Units Scale Factor Converg.
 DF6327;SPC TX S     - 5,086,032.549   337,493.814   MT  0.99994195   +0 10 14.4
 DF6327;SPC TX S     -16,686,425.12  1,107,260.95   sFT  0.99994195   +0 10 14.4
 DF6327;UTM  14      - 2,925,006.494   587,332.919   MT  0.99969416   +0 23 24.3
 DF6327
 DF6327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6327!SPC TX S     -   1.00000052  x   0.99994195  =   0.99994247
 DF6327!UTM  14      -   1.00000052  x   0.99969416  =   0.99969468
 DF6327
 DF6327:                Primary Azimuth Mark                     Grid Az
 DF6327:SPC TX S     -  25R A                                    339 06 50.5
 DF6327:UTM  14      -  25R A                                    338 53 40.6
 DF6327
 DF6327|---------------------------------------------------------------------|
 DF6327| PID    Reference Object                     Distance      Geod. Az  |
 DF6327|                                                           dddmmss.s |
 DF6327| DF6317 25R A                               APPROX. 0.6 KM 3391704.9 |
 DF6327|---------------------------------------------------------------------|
 DF6327
 DF6327                          SUPERSEDED SURVEY CONTROL
 DF6327
 DF6327.No superseded survey control is available for this station.
 DF6327
 DF6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8733325006(NAD 83)
 DF6327_MARKER: DH = HORIZONTAL CONTROL DISK
 DF6327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6327_STAMPING: 25R B 2003
 DF6327_MARK LOGO: NGS   
 DF6327_PROJECTION: FLUSH
 DF6327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6327+STABILITY: SURFACE MOTION
 DF6327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6327+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 DF6327
 DF6327  HISTORY     - Date     Condition        Report By
 DF6327  HISTORY     - 20030303 MONUMENTED       NGS
 DF6327  HISTORY     - 20040218 GOOD             NGS
 DF6327
 DF6327                          STATION DESCRIPTION
 DF6327
 DF6327'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 DF6327'IN HIDALGO COUNTY, ABOUT 10 MILES NORTH OF EDINBURG, ON THE EDINBURG
 DF6327'INTERNATIONAL
 DF6327'AIRPORT, NEAR THE CENTER OF THE AIRPORT, SOUTHEAST OF THE WINDSOCK.
 DF6327'OWNERSHIP--EDINBURG AIRPORT, 400 EAST HARGILL ROAD (FM 490), PO BOX
 DF6327'1079, EDINBURG, TX
 DF6327'78540-1079.  PHONE-956-385-5661,  MOBLE--956-279-1900.
 DF6327' 
 DF6327' 
 DF6327'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 281 OVERPASS WITH
 DF6327'STATE HIGHWAY
 DF6327'107 IN EDINBURG, GO 10.6 NORTH ALONG US HIGHWAY 281 TO HARGILL ROAD
 DF6327'(FM 490) TURN RIGHT,
 DF6327'EAST, GO 0.7 MILE EAST ON HARGILL TO THE AIRPORT ENTRANCE ROAD, TURN
 DF6327'RIGHT, SOUTH, GO
 DF6327'0.05 MILE SOUTH ON THE ENTRANCE ROAD TO A GRAVELED ROAD ON THE RIGHT,
 DF6327'WEST, TURN AND
 DF6327'GO 0.3 MILE WEST THEN SOUTHWEST GOING AROUND A HANGER AND THEN ALONG A
 DF6327'TRACK ROAD
 DF6327'BESIDE A TAXIWAY TO THE PAC STATION ON THE RIGHT INLINE WITH THE TAXI
 DF6327'HOLD BARS. CONTINUE
 DF6327'SOUTHWEST FOR 0.2 MILE AROUND THE END OF THE RUNWAY TO A TRACK ROAD,
 DF6327'TURN
 DF6327'LEFT,SOUTHEAST, GO 0.4 MILE TO THE SOUTHEAST SIDE OF THE WINDSOCK AND
 DF6327'THE STATION
 DF6327'BETWEEN TWO 4 X 8 CONCRETE CIRCLE SEGMENTS.
 DF6327' 
 DF6327' 
 DF6327'THE STATION IS 14.6 M SOUTHEAST OF THE WINDSOCK, 1.3 M SOUTH OF THE
 DF6327'SOUTH CORNER OF A
 DF6327'CIRCLE SEGMENT, 1.0 M EAST OF A WITNESS POST AND A 4 X 8 CIRCLE
 DF6327'SEGMENT, AND THE
 DF6327'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 DF6327' 
 DF6327'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION, (SACS).
 DF6327'
 DF6327
 DF6327                          STATION RECOVERY (2004)
 DF6327
 DF6327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRL)
 DF6327'RECOVERED AS DESCRIBED.
 DF6327'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6328 ***********************************************************************
 DF6328  SACS        -  This is a Secondary Airport Control Station.
 DF6328  DESIGNATION -  25R C
 DF6328  PID         -  DF6328
 DF6328  STATE/COUNTY-  TX/HIDALGO
 DF6328  USGS QUAD   -  HARGILL (1963)
 DF6328
 DF6328                         *CURRENT SURVEY CONTROL
 DF6328  ___________________________________________________________________
 DF6328* NAD 83(1993)-  26 26 20.29298(N)    098 07 07.46454(W)     ADJUSTED  
 DF6328* NAVD 88     -        19.72   (meters)      64.7    (feet)  GPS OBS   
 DF6328  ___________________________________________________________________
 DF6328  X           -    -807,077.329 (meters)                     COMP
 DF6328  Y           -  -5,657,554.920 (meters)                     COMP
 DF6328  Z           -   2,822,690.033 (meters)                     COMP
 DF6328  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 DF6328  ELLIP HEIGHT-          -4.20  (meters)          (06/20/03) GPS OBS
 DF6328  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 DF6328
 DF6328  HORZ ORDER  -  FIRST
 DF6328  ELLP ORDER  -  FIFTH     CLASS I
 DF6328
 DF6328.This mark is at Edinburg Rio Grd Valley Reg Freight Trml Airport (25R)
 DF6328
 DF6328.The horizontal coordinates were established by GPS observations
 DF6328.and adjusted by the National Geodetic Survey in June 2003..
 DF6328
 DF6328.The orthometric height was determined by GPS observations and a
 DF6328.high-resolution geoid model.
 DF6328
 DF6328.GPS derived orthometric heights for airport stations designated as
 DF6328.PACS or SACS are published to 2 decimal places.  This maintains
 DF6328.centimeter relative accuracy between the PACS and SACS.  It does
 DF6328.not indicate centimeter accuracy relative to other marks which are
 DF6328.part of the NAVD 88 network.
 DF6328
 DF6328.Photographs are available for this station.
 DF6328
 DF6328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6328
 DF6328.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6328
 DF6328.The ellipsoidal height was determined by GPS observations
 DF6328.and is referenced to NAD 83.
 DF6328
 DF6328.The geoid height was determined by GEOID03.
 DF6328
 DF6328;                    North         East     Units Scale Factor Converg.
 DF6328;SPC TX S     - 5,085,623.298   338,025.643   MT  0.99994257   +0 10 23.1
 DF6328;SPC TX S     -16,685,082.44  1,109,005.80   sFT  0.99994257   +0 10 23.1
 DF6328;UTM  14      - 2,924,599.383   587,866.179   MT  0.99969532   +0 23 32.6
 DF6328
 DF6328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6328!SPC TX S     -   1.00000066  x   0.99994257  =   0.99994323
 DF6328!UTM  14      -   1.00000066  x   0.99969532  =   0.99969598
 DF6328
 DF6328                          SUPERSEDED SURVEY CONTROL
 DF6328
 DF6328.No superseded survey control is available for this station.
 DF6328
 DF6328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8786624599(NAD 83)
 DF6328_MARKER: DH = HORIZONTAL CONTROL DISK
 DF6328_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF6328_SP_SET: HEADWALL
 DF6328_STAMPING: 25R C 2003
 DF6328_MARK LOGO: NGS   
 DF6328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6328+STABILITY: SURFACE MOTION
 DF6328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6328+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2004
 DF6328
 DF6328  HISTORY     - Date     Condition        Report By
 DF6328  HISTORY     - 20030303 MONUMENTED       NGS
 DF6328  HISTORY     - 20040118 GOOD             NGS
 DF6328
 DF6328                          STATION DESCRIPTION
 DF6328
 DF6328'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 DF6328'IN HIDALGO COUNTY, ABOUT 10 MILES NORTH OF EDINBURG, ON THE EDINBURG
 DF6328'INTERNATIONAL
 DF6328'AIRPORT, ABOUT 0.2 MILE NORTHWEST OF THE SOUTHEAST CONECTOR TAXI, ON
 DF6328'THE NORTHEAST
 DF6328'SIDE OF THE RUNWAY IN TOP OF THE SOUTH CONCRETE HEADWALL OF A DOUBLE
 DF6328'CULVERT UNDER A
 DF6328'GRAVELED ROAD.
 DF6328'OWNERSHIP--EDINBURG AIRPORT, 400 EAST HARGILL ROAD (FM 490), PO BOX
 DF6328'1079, EDINBURG, TX
 DF6328'78540-1079.  PHONE-956-385-5661,  MOBLE--956-279-1900.
 DF6328' 
 DF6328' 
 DF6328'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 281 OVERPASS WITH
 DF6328'STATE HIGHWAY
 DF6328'107 IN EDINBURG, GO 10.6 NORTH ALONG US HIGHWAY 281 TO HARGILL ROAD
 DF6328'(FM 490) TURN RIGHT,
 DF6328'EAST GO 0.7 MILE EAST ON HARGILL TO THE AIRPORT ENTRANCE ROAD, TURN
 DF6328'RIGHT, SOUTH, GO 0.05
 DF6328'MILE SOUTH ON THE ENTRANCE ROAD TO A GRAVELED ROAD ON THE RIGHT,
 DF6328'WEST, TURN AND GO
 DF6328'0.2 MILE WEST THEN SOUTHWEST GOING AROUND A HANGER AND THEN ALONG A
 DF6328'TRACK ROAD
 DF6328'TO A TAXIWAY ON THE LEFT, SOUTHEAST, GO 0.5 MILE SOUTHEAST ALONG THE
 DF6328'TAXIWAY TO A
 DF6328'CONECTOR TAXI, TURN RIGHT, SOUTHWEST, GO 0.05 MILE ALONG THE CONECTOR
 DF6328'TO A GRAVELED
 DF6328'ROAD, TURN LEFT, SOUTHEAST, GO 0.2 MILE ALONG THE ROAD TO THE CULVERT
 DF6328'HEADWALL AND
 DF6328'STATION ON THE RIGHT.
 DF6328' 
 DF6328' 
 DF6328'THE STATION IS SET NEAR THE CENTER OF A CONCRETE HEADWALL WITH SLOPING
 DF6328'RETAINING
 DF6328'WALLS, 17.5 M SOUTHWEST OF THE ROAD CENTER, 2.3 M SOUTHEAST OF A
 DF6328'WITNESS POST,0.4 M
 DF6328'BELOW THE LEVEL OF THE ROAD, AND 0.3 M SOUTHWEST OF THE NORTHEAST EDGE
 DF6328'OF THE
 DF6328'HEADWALL.
 DF6328' 
 DF6328' 
 DF6328'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION, (SACS).
 DF6328'
 DF6328
 DF6328                          STATION RECOVERY (2004)
 DF6328
 DF6328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRL)
 DF6328'RECOVERED AS DESCRIBED.
 DF6328'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1060 ***********************************************************************
 AY1060  DESIGNATION -  26
 AY1060  PID         -  AY1060
 AY1060  STATE/COUNTY-  TX/KENDALL
 AY1060  USGS QUAD   -  BERGHEIM (1973)
 AY1060
 AY1060                         *CURRENT SURVEY CONTROL
 AY1060  ___________________________________________________________________
 AY1060* NAD 83(1986)-  29 49 38.     (N)    098 34 30.     (W)     SCALED    
 AY1060* NAVD 88     -       439.329  (meters)    1441.37   (feet)  ADJUSTED  
 AY1060  ___________________________________________________________________
 AY1060  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AY1060  DYNAMIC HT  -         438.690 (meters)    1439.27  (feet)  COMP
 AY1060  MODELED GRAV-     979,176.6   (mgal)                       NAVD 88
 AY1060
 AY1060  VERT ORDER  -  SECOND    CLASS 0
 AY1060
 AY1060.The horizontal coordinates were scaled from a topographic map and have
 AY1060.an estimated accuracy of +/- 6 seconds.
 AY1060
 AY1060.The orthometric height was determined by differential leveling
 AY1060.and adjusted by the National Geodetic Survey in June 1991..
 AY1060
 AY1060.The geoid height was determined by GEOID03.
 AY1060
 AY1060.The dynamic height is computed by dividing the NAVD 88
 AY1060.geopotential number by the normal gravity value computed on the
 AY1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1060.degrees latitude (g = 980.6199 gals.).
 AY1060
 AY1060.The modeled gravity was interpolated from observed gravity values.
 AY1060
 AY1060;                    North         East    Units  Estimated Accuracy
 AY1060;SPC TXSC     - 4,221,050.      641,070.      MT  (+/- 180 meters Scaled)
 AY1060
 AY1060                          SUPERSEDED SURVEY CONTROL
 AY1060
 AY1060  NGVD 29 (??/??/92)  439.224  (m)         1441.02   (f) ADJ UNCH    2 0
 AY1060
 AY1060.Superseded values are not recommended for survey control.
 AY1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1060.See file dsdata.txt to determine how the superseded data were derived.
 AY1060
 AY1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT410997(NAD 83)
 AY1060_MARKER: DD = SURVEY DISK
 AY1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1060_STAMPING: TEXAS PRIM TRAV STA NO 26 1924
 AY1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1060+STABILITY: SURFACE MOTION
 AY1060
 AY1060  HISTORY     - Date     Condition        Report By
 AY1060  HISTORY     - 1924     MONUMENTED       USGS
 AY1060  HISTORY     - 1953     GOOD             NGS
 AY1060  HISTORY     - 1990     GOOD             USPSQD
 AY1060  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY1060
 AY1060                          STATION DESCRIPTION
 AY1060
 AY1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1060'IN BERGHEIM.
 AY1060'AT BERGHEIM, 62 FEET NORTH OF THE CENTER LINE OF FARM ROAD 475, 74
 AY1060'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 35 FEET
 AY1060'SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE HOUSE, 12 FEET NORTHEAST
 AY1060'OF THE SOUTHEAST CORNER OF A ROCK RETAINING WALL AROUND A YARD, 20
 AY1060'FEET SOUTHEAST OF THE CENTER OF A GATE, 1.2 FEET WEST OF A WITNESS
 AY1060'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 AY1060'THE GROUND.
 AY1060
 AY1060                          STATION RECOVERY (1990)
 AY1060
 AY1060'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1060'RECOVERED IN GOOD CONDITION.
 AY1060
 AY1060                          STATION RECOVERY (1994)
 AY1060
 AY1060'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1344 ***********************************************************************
 FL1344  DESIGNATION -  26
 FL1344  PID         -  FL1344
 FL1344  STATE/COUNTY-  TX/POTTER
 FL1344  USGS QUAD   -  MARSH (1953)
 FL1344
 FL1344                         *CURRENT SURVEY CONTROL
 FL1344  ___________________________________________________________________
 FL1344* NAD 83(1986)-  35 31 40.     (N)    101 55 49.     (W)     SCALED    
 FL1344* NAVD 88     -      1035.236  (meters)    3396.44   (feet)  ADJUSTED  
 FL1344  ___________________________________________________________________
 FL1344  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1344  DYNAMIC HT  -        1034.025 (meters)    3392.46  (feet)  COMP
 FL1344  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 FL1344
 FL1344  VERT ORDER  -  SECOND    CLASS 0
 FL1344
 FL1344.The horizontal coordinates were scaled from a topographic map and have
 FL1344.an estimated accuracy of +/- 6 seconds.
 FL1344
 FL1344.The orthometric height was determined by differential leveling
 FL1344.and adjusted by the National Geodetic Survey in June 1991..
 FL1344
 FL1344.The geoid height was determined by GEOID03.
 FL1344
 FL1344.The dynamic height is computed by dividing the NAVD 88
 FL1344.geopotential number by the normal gravity value computed on the
 FL1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1344.degrees latitude (g = 980.6199 gals.).
 FL1344
 FL1344.The modeled gravity was interpolated from observed gravity values.
 FL1344
 FL1344;                    North         East    Units  Estimated Accuracy
 FL1344;SPC TX N     - 1,169,570.      160,980.      MT  (+/- 180 meters Scaled)
 FL1344
 FL1344                          SUPERSEDED SURVEY CONTROL
 FL1344
 FL1344  NGVD 29 (??/??/92) 1034.715  (m)         3394.73   (f) ADJ UNCH    2 0
 FL1344
 FL1344.Superseded values are not recommended for survey control.
 FL1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1344.See file dsdata.txt to determine how the superseded data were derived.
 FL1344
 FL1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE342355(NAD 83)
 FL1344_MARKER: B = BOLT
 FL1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1344+STABILITY: SURFACE MOTION
 FL1344
 FL1344  HISTORY     - Date     Condition        Report By
 FL1344  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1344  HISTORY     - 1934     GOOD             NGS
 FL1344
 FL1344                          STATION DESCRIPTION
 FL1344
 FL1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1344'26.0 MI SE FROM DUMAS.
 FL1344'26.0 MILES SE OF AND ALONG THE S.F.R.R. 134 FT. N OF MILE POST 26. 198
 FL1344'FT. E OF CENTER OF TRACK.  2 FT. W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0681 ***********************************************************************
 FL0681  DESIGNATION -  26
 FL0681  PID         -  FL0681
 FL0681  STATE/COUNTY-  TX/WHEELER
 FL0681  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL0681
 FL0681                         *CURRENT SURVEY CONTROL
 FL0681  ___________________________________________________________________
 FL0681* NAD 83(1986)-  35 32 08.     (N)    100 30 21.     (W)     SCALED    
 FL0681* NAVD 88     -       823.897  (meters)    2703.07   (feet)  ADJUSTED  
 FL0681  ___________________________________________________________________
 FL0681  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 FL0681  DYNAMIC HT  -         823.007 (meters)    2700.15  (feet)  COMP
 FL0681  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 FL0681
 FL0681  VERT ORDER  -  SECOND    CLASS 0
 FL0681
 FL0681.The horizontal coordinates were scaled from a topographic map and have
 FL0681.an estimated accuracy of +/- 6 seconds.
 FL0681
 FL0681.The orthometric height was determined by differential leveling
 FL0681.and adjusted by the National Geodetic Survey in June 1991..
 FL0681
 FL0681.The geoid height was determined by GEOID03.
 FL0681
 FL0681.The dynamic height is computed by dividing the NAVD 88
 FL0681.geopotential number by the normal gravity value computed on the
 FL0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0681.degrees latitude (g = 980.6199 gals.).
 FL0681
 FL0681.The modeled gravity was interpolated from observed gravity values.
 FL0681
 FL0681;                    North         East    Units  Estimated Accuracy
 FL0681;SPC TX N     - 1,170,800.      290,150.      MT  (+/- 180 meters Scaled)
 FL0681
 FL0681                          SUPERSEDED SURVEY CONTROL
 FL0681
 FL0681  NGVD 29 (??/??/92)  823.553  (m)         2701.94   (f) ADJ UNCH    2 0
 FL0681
 FL0681.Superseded values are not recommended for survey control.
 FL0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0681.See file dsdata.txt to determine how the superseded data were derived.
 FL0681
 FL0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE634334(NAD 83)
 FL0681_MARKER: B = BOLT
 FL0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0681+STABILITY: SURFACE MOTION
 FL0681
 FL0681  HISTORY     - Date     Condition        Report By
 FL0681  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0681  HISTORY     - 1935     GOOD             NGS
 FL0681
 FL0681                          STATION DESCRIPTION
 FL0681
 FL0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0681'4.3 MI W FROM MOBEETIE.
 FL0681'4.3 MILES WEST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND
 FL0681'S.F. RAILROAD BETWEEN MOBEETIE AND LAKETON, AT MILE POST NO. 26. 97.2
 FL0681'FEET SOUTHEAST OF MILE POST 26, 49.9 FEET SOUTH OF SOUTH ROAD, AND 1.2
 FL0681'FEET NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0120 ***********************************************************************
 DN0120  DESIGNATION -  26
 DN0120  PID         -  DN0120
 DN0120  STATE/COUNTY-  TX/FANNIN
 DN0120  USGS QUAD   -  TRENTON (1964)
 DN0120
 DN0120                         *CURRENT SURVEY CONTROL
 DN0120  ___________________________________________________________________
 DN0120* NAD 83(1986)-  33 24 11.     (N)    096 16 57.     (W)     SCALED    
 DN0120* NAVD 88     -       219.612  (meters)     720.51   (feet)  ADJUSTED  
 DN0120  ___________________________________________________________________
 DN0120  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DN0120  DYNAMIC HT  -         219.377 (meters)     719.74  (feet)  COMP
 DN0120  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 DN0120
 DN0120  VERT ORDER  -  FIRST     CLASS II
 DN0120
 DN0120.The horizontal coordinates were scaled from a topographic map and have
 DN0120.an estimated accuracy of +/- 6 seconds.
 DN0120
 DN0120.The orthometric height was determined by differential leveling
 DN0120.and adjusted by the National Geodetic Survey in June 1991..
 DN0120
 DN0120.The geoid height was determined by GEOID03.
 DN0120
 DN0120.The dynamic height is computed by dividing the NAVD 88
 DN0120.geopotential number by the normal gravity value computed on the
 DN0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0120.degrees latitude (g = 980.6199 gals.).
 DN0120
 DN0120.The modeled gravity was interpolated from observed gravity values.
 DN0120
 DN0120;                    North         East    Units  Estimated Accuracy
 DN0120;SPC TXNC     - 2,194,730.      806,250.      MT  (+/- 180 meters Scaled)
 DN0120
 DN0120                          SUPERSEDED SURVEY CONTROL
 DN0120
 DN0120  NGVD 29 (??/??/92)  219.590  (m)          720.44   (f) ADJ UNCH    1 2
 DN0120
 DN0120.Superseded values are not recommended for survey control.
 DN0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0120.See file dsdata.txt to determine how the superseded data were derived.
 DN0120
 DN0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB527992(NAD 83)
 DN0120_MARKER: S = SPIKE
 DN0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0120_SP_SET: CULVERT
 DN0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0120+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2002
 DN0120
 DN0120  HISTORY     - Date     Condition        Report By
 DN0120  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0120  HISTORY     - 1933     GOOD             NGS
 DN0120  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0120  HISTORY     - 19940405 MARK NOT FOUND   USPSQD
 DN0120  HISTORY     - 20020928 GOOD             INDIV
 DN0120
 DN0120                          STATION DESCRIPTION
 DN0120
 DN0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0120'2.7 MI NW FROM LEONARD.
 DN0120'2.7 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0120'FROM LEONARD, FANNIN COUNTY, 2 POLES NORTHWEST OF MILEPOST 692, AT A
 DN0120'CONCRETE CULVERT, AND IN THE TOP OF THE EAST END OF THE SOUTH
 DN0120'HEADWALL.  A RAILROAD SPIKE.
 DN0120
 DN0120                          STATION RECOVERY (1986)
 DN0120
 DN0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0120'MARK NOT FOUND.
 DN0120
 DN0120                          STATION RECOVERY (1994)
 DN0120
 DN0120'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0120'MARK NOT FOUND.
 DN0120
 DN0120                          STATION RECOVERY (2002)
 DN0120
 DN0120'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0120'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1933 NGS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0329 ***********************************************************************
 CR0329  DESIGNATION -  26 G
 CR0329  PID         -  CR0329
 CR0329  STATE/COUNTY-  TX/SMITH
 CR0329  USGS QUAD   -  LINDALE (1981)
 CR0329
 CR0329                         *CURRENT SURVEY CONTROL
 CR0329  ___________________________________________________________________
 CR0329* NAD 83(1986)-  32 30 48.     (N)    095 25 36.     (W)     SCALED    
 CR0329* NAVD 88     -       173.209  (meters)     568.27   (feet)  ADJUSTED  
 CR0329  ___________________________________________________________________
 CR0329  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CR0329  DYNAMIC HT  -         173.009 (meters)     567.61  (feet)  COMP
 CR0329  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 CR0329
 CR0329  VERT ORDER  -  SECOND    CLASS 0
 CR0329
 CR0329.The horizontal coordinates were scaled from a topographic map and have
 CR0329.an estimated accuracy of +/- 6 seconds.
 CR0329
 CR0329.The orthometric height was determined by differential leveling
 CR0329.and adjusted by the National Geodetic Survey in June 1991..
 CR0329
 CR0329.The geoid height was determined by GEOID03.
 CR0329
 CR0329.The dynamic height is computed by dividing the NAVD 88
 CR0329.geopotential number by the normal gravity value computed on the
 CR0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0329.degrees latitude (g = 980.6199 gals.).
 CR0329
 CR0329.The modeled gravity was interpolated from observed gravity values.
 CR0329
 CR0329;                    North         East    Units  Estimated Accuracy
 CR0329;SPC TXNC     - 2,098,110.      888,710.      MT  (+/- 180 meters Scaled)
 CR0329
 CR0329                          SUPERSEDED SURVEY CONTROL
 CR0329
 CR0329  NGVD 29 (??/??/92)  173.239  (m)          568.37   (f) ADJ UNCH    2 0
 CR0329
 CR0329.Superseded values are not recommended for survey control.
 CR0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0329.See file dsdata.txt to determine how the superseded data were derived.
 CR0329
 CR0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR720999(NAD 83)
 CR0329_MARKER: DD = SURVEY DISK
 CR0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0329_STAMPING: 26 G 1946 568
 CR0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0329+STABILITY: SURFACE MOTION
 CR0329
 CR0329  HISTORY     - Date     Condition        Report By
 CR0329  HISTORY     - 1946     MONUMENTED       USGS
 CR0329  HISTORY     - 1948     GOOD             NGS
 CR0329  HISTORY     - 19960420 POOR             USPSQD
 CR0329
 CR0329                          STATION DESCRIPTION
 CR0329
 CR0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0329'0.85 MI W FROM LINDALE.
 CR0329'0.85 MILE WEST ALONG THE GARDEN VALLEY-LINDALE HIGHWAY FROM THE HIGH
 CR0329'SCHOOL AT LINDALE, ON TOP OF A HILL, 31.0 FEET NORTH OF AND 9.0 FEET
 CR0329'HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 5.5 FEET SOUTH OF A FENCE,
 CR0329'1.3 FEET EAST OF A REFERENCE POST, ON LINE WITH THE EXTENDED CENTER
 CR0329'LINE OF A FIELD ROAD LEADING SOUTH, SET IN THE TOP OF A CONCRETE POST
 CR0329'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0329
 CR0329                          STATION RECOVERY (1996)
 CR0329
 CR0329'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0329'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0191 ***********************************************************************
 DM0191  DESIGNATION -  260
 DM0191  PID         -  DM0191
 DM0191  STATE/COUNTY-  TX/BOWIE
 DM0191  USGS QUAD   -  WRIGHT PATMAN LAKE (1975)
 DM0191
 DM0191                         *CURRENT SURVEY CONTROL
 DM0191  ___________________________________________________________________
 DM0191* NAD 83(1986)-  33 22 04.     (N)    094 12 22.     (W)     SCALED    
 DM0191* NAVD 88     -        79.341  (meters)     260.30   (feet)  ADJUSTED  
 DM0191  ___________________________________________________________________
 DM0191  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0191  DYNAMIC HT  -          79.257 (meters)     260.03  (feet)  COMP
 DM0191  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 DM0191
 DM0191  VERT ORDER  -  SECOND    CLASS 0
 DM0191
 DM0191.The horizontal coordinates were scaled from a topographic map and have
 DM0191.an estimated accuracy of +/- 6 seconds.
 DM0191
 DM0191.The orthometric height was determined by differential leveling
 DM0191.and adjusted by the National Geodetic Survey in June 1991..
 DM0191
 DM0191.The geoid height was determined by GEOID03.
 DM0191
 DM0191.The dynamic height is computed by dividing the NAVD 88
 DM0191.geopotential number by the normal gravity value computed on the
 DM0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0191.degrees latitude (g = 980.6199 gals.).
 DM0191
 DM0191.The modeled gravity was interpolated from observed gravity values.
 DM0191
 DM0191;                    North         East    Units  Estimated Accuracy
 DM0191;SPC TXNC     - 2,196,800.      999,450.      MT  (+/- 180 meters Scaled)
 DM0191
 DM0191                          SUPERSEDED SURVEY CONTROL
 DM0191
 DM0191  NGVD 29 (??/??/92)   79.360  (m)          260.37   (f) ADJ UNCH    2 0
 DM0191
 DM0191.Superseded values are not recommended for survey control.
 DM0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0191.See file dsdata.txt to determine how the superseded data were derived.
 DM0191
 DM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS877927(NAD 83)
 DM0191_MARKER: P = PIPE CAP
 DM0191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0191_STAMPING: 260 ADJ 1903
 DM0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0191
 DM0191  HISTORY     - Date     Condition        Report By
 DM0191  HISTORY     - 1903     MONUMENTED       USGS
 DM0191  HISTORY     - 1934     GOOD             NGS
 DM0191  HISTORY     - 1935     GOOD             NGS
 DM0191
 DM0191                          STATION DESCRIPTION
 DM0191
 DM0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0191'3.0 MI E FROM REDWATER.
 DM0191'3.0 MILES EAST OF, ALONG ST. LOUIS SOUTHWESTERN RY.  TREXLER RAILROAD
 DM0191'SIDING.  11 YARDS WEST OF 25TH TELEGRAPH POST WEST OF MILEPOST 428. 10
 DM0191'FEET WEST OF C.L. OF TREXLER ROAD CROSSING TRACK.  45 FEET SOUTH OF
 DM0191'TRACK C.L.  30 FEET EAST OF FENCE CORNER.  3 INCH IRON PIPE. NOTE--
 DM0191'BEESLEY ROAD CROSSING NOW UNKNOWN.
 DM0191
 DM0191                          STATION RECOVERY (1935)
 DM0191
 DM0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0780 ***********************************************************************
 BZ0780  DESIGNATION -  260 B GCSFRC
 BZ0780  PID         -  BZ0780
 BZ0780  STATE/COUNTY-  TX/BOSQUE
 BZ0780  USGS QUAD   -  VALLEY MILLS (1979)
 BZ0780
 BZ0780                         *CURRENT SURVEY CONTROL
 BZ0780  ___________________________________________________________________
 BZ0780* NAD 83(1986)-  31 39 29.     (N)    097 29 24.     (W)     SCALED    
 BZ0780* NAVD 88     -       182.136  (meters)     597.56   (feet)  ADJUSTED  
 BZ0780  ___________________________________________________________________
 BZ0780  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BZ0780  DYNAMIC HT  -         181.903 (meters)     596.79  (feet)  COMP
 BZ0780  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BZ0780
 BZ0780  VERT ORDER  -  SECOND    CLASS 0
 BZ0780
 BZ0780.The horizontal coordinates were scaled from a topographic map and have
 BZ0780.an estimated accuracy of +/- 6 seconds.
 BZ0780
 BZ0780.The orthometric height was determined by differential leveling
 BZ0780.and adjusted by the National Geodetic Survey in June 1991..
 BZ0780
 BZ0780.The geoid height was determined by GEOID03.
 BZ0780
 BZ0780.The dynamic height is computed by dividing the NAVD 88
 BZ0780.geopotential number by the normal gravity value computed on the
 BZ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0780.degrees latitude (g = 980.6199 gals.).
 BZ0780
 BZ0780.The modeled gravity was interpolated from observed gravity values.
 BZ0780
 BZ0780;                    North         East    Units  Estimated Accuracy
 BZ0780;SPC TX C     - 3,224,210.      969,620.      MT  (+/- 180 meters Scaled)
 BZ0780
 BZ0780                          SUPERSEDED SURVEY CONTROL
 BZ0780
 BZ0780  NGVD 29 (??/??/92)  182.100  (m)          597.44   (f) ADJ UNCH    2 0
 BZ0780
 BZ0780.Superseded values are not recommended for survey control.
 BZ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0780.See file dsdata.txt to determine how the superseded data were derived.
 BZ0780
 BZ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA431035(NAD 83)
 BZ0780_MARKER: X = CHISELED CROSS
 BZ0780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0780_SP_SET: ABUTMENT
 BZ0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0780
 BZ0780  HISTORY     - Date     Condition        Report By
 BZ0780  HISTORY     - UNK      MONUMENTED       GCSFRC
 BZ0780  HISTORY     - 1966     GOOD             NGS
 BZ0780
 BZ0780                          STATION DESCRIPTION
 BZ0780
 BZ0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ0780'1.0 MI N FROM VALLEY MILLS.
 BZ0780'ABOUT 1.0 MILE NORTH ALONG THE COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0780'STATION AT VALLEY MILLS, BOSQUE COUNTY, AT BRIDGE 260 B, AND ON THE
 BZ0780'TOP OF THE SOUTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT.  A
 BZ0780'CHISELED CROSS.  NOTE-- THE BENCH MARK MAY BE REACHED FROM THE SCHOOL
 BZ0780'IN VALLEY MILLS, BY GOING 0.35 MILE WEST ALONG STATE HIGHWAY 6, THENCE
 BZ0780'0.55 MILE SOUTHWEST ALONG F. M. HIGHWAY 217 TO SITE OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0264 ***********************************************************************
 CC0264  DESIGNATION -  2601.50 USE
 CC0264  PID         -  CC0264
 CC0264  STATE/COUNTY-  TX/WARD
 CC0264  USGS QUAD   -  PYOTE WEST (1981)
 CC0264
 CC0264                         *CURRENT SURVEY CONTROL
 CC0264  ___________________________________________________________________
 CC0264* NAD 83(1986)-  31 30 59.     (N)    103 08 44.     (W)     SCALED    
 CC0264* NAVD 88     -       793.253  (meters)    2602.53   (feet)  ADJUSTED  
 CC0264  ___________________________________________________________________
 CC0264  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CC0264  DYNAMIC HT  -         792.121 (meters)    2598.82  (feet)  COMP
 CC0264  MODELED GRAV-     979,187.3   (mgal)                       NAVD 88
 CC0264
 CC0264  VERT ORDER  -  FIRST     CLASS II
 CC0264
 CC0264.The horizontal coordinates were scaled from a topographic map and have
 CC0264.an estimated accuracy of +/- 6 seconds.
 CC0264
 CC0264.The orthometric height was determined by differential leveling
 CC0264.and adjusted by the National Geodetic Survey in June 1991..
 CC0264
 CC0264.The geoid height was determined by GEOID03.
 CC0264
 CC0264.The dynamic height is computed by dividing the NAVD 88
 CC0264.geopotential number by the normal gravity value computed on the
 CC0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0264.degrees latitude (g = 980.6199 gals.).
 CC0264
 CC0264.The modeled gravity was interpolated from observed gravity values.
 CC0264
 CC0264;                    North         East    Units  Estimated Accuracy
 CC0264;SPC TX C     - 3,208,430.      432,930.      MT  (+/- 180 meters Scaled)
 CC0264
 CC0264                          SUPERSEDED SURVEY CONTROL
 CC0264
 CC0264  NGVD 29 (??/??/92)  792.93   (m)         2601.5    (f) COMPUTED    1 2
 CC0264
 CC0264.Superseded values are not recommended for survey control.
 CC0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0264.See file dsdata.txt to determine how the superseded data were derived.
 CC0264
 CC0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ760883(NAD 83)
 CC0264_MARKER: X = CHISELED CROSS
 CC0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0264_SP_SET: PAVEMENT
 CC0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0264
 CC0264  HISTORY     - Date     Condition        Report By
 CC0264  HISTORY     - UNK      MONUMENTED       CGS
 CC0264  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0264
 CC0264                          STATION DESCRIPTION
 CC0264
 CC0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0264'IN PYOTE AIR FORCE BASE.
 CC0264'AT PYOTE AFB, WARD COUNTY, 0.7 MILE NORTHWEST OF THE CONTROL TOWER, AT
 CC0264'THE INTERSECTION OF THE WEST EDGE OF THE NORTH-AND-SOUTH RUNWAY AND
 CC0264'THE PROLONGATION OF THE NORTH EDGE OF TAXIWAY T 7, AND ON THE CONCRETE
 CC0264'PAVEMENT.  A CHISELED CROSS.  NOTE-- THE RUNWAY AND TAXIWAY HAS BEEN
 CC0264'COVERED WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0360 ***********************************************************************
 CB0360  DESIGNATION -  2602
 CB0360  PID         -  CB0360
 CB0360  STATE/COUNTY-  TX/REAGAN
 CB0360  USGS QUAD   -  WITCO (1971)
 CB0360
 CB0360                         *CURRENT SURVEY CONTROL
 CB0360  ___________________________________________________________________
 CB0360* NAD 83(1986)-  31 08 16.     (N)    101 16 28.     (W)     SCALED    
 CB0360* NAVD 88     -       793.619  (meters)    2603.73   (feet)  ADJUSTED  
 CB0360  ___________________________________________________________________
 CB0360  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CB0360  DYNAMIC HT  -         792.463 (meters)    2599.94  (feet)  COMP
 CB0360  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 CB0360
 CB0360  VERT ORDER  -  SECOND    CLASS 0
 CB0360
 CB0360.The horizontal coordinates were scaled from a topographic map and have
 CB0360.an estimated accuracy of +/- 6 seconds.
 CB0360
 CB0360.The orthometric height was determined by differential leveling
 CB0360.and adjusted by the National Geodetic Survey in June 1991..
 CB0360
 CB0360.The geoid height was determined by GEOID03.
 CB0360
 CB0360.The dynamic height is computed by dividing the NAVD 88
 CB0360.geopotential number by the normal gravity value computed on the
 CB0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0360.degrees latitude (g = 980.6199 gals.).
 CB0360
 CB0360.The modeled gravity was interpolated from observed gravity values.
 CB0360
 CB0360;                    North         East    Units  Estimated Accuracy
 CB0360;SPC TX C     - 3,163,460.      610,260.      MT  (+/- 180 meters Scaled)
 CB0360
 CB0360                          SUPERSEDED SURVEY CONTROL
 CB0360
 CB0360  NGVD 29 (??/??/92)  793.340  (m)         2602.82   (f) ADJ UNCH    2 0
 CB0360
 CB0360.Superseded values are not recommended for survey control.
 CB0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0360.See file dsdata.txt to determine how the superseded data were derived.
 CB0360
 CB0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV831470(NAD 83)
 CB0360_MARKER: DD = SURVEY DISK
 CB0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0360_SP_SET: IRON POST
 CB0360_STAMPING: TEX. 1920 2602
 CB0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0360
 CB0360  HISTORY     - Date     Condition        Report By
 CB0360  HISTORY     - 1920     MONUMENTED       USGS
 CB0360  HISTORY     - 1934     GOOD             NGS
 CB0360  HISTORY     - 1940     GOOD             NGS
 CB0360
 CB0360                          STATION DESCRIPTION
 CB0360
 CB0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0360'6.9 MI W FROM BARNHART.
 CB0360'6.9 MILES W OF AND ALONG THE PANHANDLE AND S.F.R.R. 200 FT. W OF W
 CB0360'SWITCH AT BREWER SIDING IN REAGAN COUNTY.  50 FT. N OF CENTER OF
 CB0360'TRACK.  AN IRON POST.
 CB0360
 CB0360                          STATION RECOVERY (1940)
 CB0360
 CB0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0174 ***********************************************************************
 EN0174  DESIGNATION -  260.36
 EN0174  PID         -  EN0174
 EN0174  STATE/COUNTY-  TX/DONLEY
 EN0174  USGS QUAD   -  GILES (1982)
 EN0174
 EN0174                         *CURRENT SURVEY CONTROL
 EN0174  ___________________________________________________________________
 EN0174* NAD 83(1986)-  34 50 15.     (N)    100 36 55.     (W)     SCALED    
 EN0174* NAVD 88     -       751.085  (meters)    2464.18   (feet)  ADJUSTED  
 EN0174  ___________________________________________________________________
 EN0174  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EN0174  DYNAMIC HT  -         750.233 (meters)    2461.39  (feet)  COMP
 EN0174  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 EN0174
 EN0174  VERT ORDER  -  FIRST     CLASS II
 EN0174
 EN0174.The horizontal coordinates were scaled from a topographic map and have
 EN0174.an estimated accuracy of +/- 6 seconds.
 EN0174
 EN0174.The orthometric height was determined by differential leveling
 EN0174.and adjusted by the National Geodetic Survey in June 1991..
 EN0174
 EN0174.The geoid height was determined by GEOID03.
 EN0174
 EN0174.The dynamic height is computed by dividing the NAVD 88
 EN0174.geopotential number by the normal gravity value computed on the
 EN0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0174.degrees latitude (g = 980.6199 gals.).
 EN0174
 EN0174.The modeled gravity was interpolated from observed gravity values.
 EN0174
 EN0174;                    North         East    Units  Estimated Accuracy
 EN0174;SPC TX N     - 1,093,270.      280,920.      MT  (+/- 180 meters Scaled)
 EN0174
 EN0174                          SUPERSEDED SURVEY CONTROL
 EN0174
 EN0174  NGVD 29 (??/??/92)  750.741  (m)         2463.06   (f) ADJ UNCH    1 2
 EN0174
 EN0174.Superseded values are not recommended for survey control.
 EN0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0174.See file dsdata.txt to determine how the superseded data were derived.
 EN0174
 EN0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD523562(NAD 83)
 EN0174_MARKER: Z = SEE DESCRIPTION
 EN0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0174_SP_SET: BRIDGE
 EN0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0174
 EN0174  HISTORY     - Date     Condition        Report By
 EN0174  HISTORY     - UNK      MONUMENTED       BNRR
 EN0174  HISTORY     - 1933     GOOD             NGS
 EN0174  HISTORY     - 1962     MARK NOT FOUND   USGS
 EN0174
 EN0174                          STATION DESCRIPTION
 EN0174
 EN0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0174'2.1 MI NW FROM GILES.
 EN0174'AT BRIDGE 260.36, SOUTH CORNER WEST HEADWELL.  VOL. 7, PAGE 54.
 EN0174
 EN0174                          STATION RECOVERY (1962)
 EN0174
 EN0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EN0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1006 ***********************************************************************
 BZ1006  DESIGNATION -  261 A
 BZ1006  PID         -  BZ1006
 BZ1006  STATE/COUNTY-  TX/BOSQUE
 BZ1006  USGS QUAD   -  MOSHEIM (1979)
 BZ1006
 BZ1006                         *CURRENT SURVEY CONTROL
 BZ1006  ___________________________________________________________________
 BZ1006* NAD 83(1986)-  31 40 03.     (N)    097 30 12.     (W)     SCALED    
 BZ1006* NAVD 88     -       177.962  (meters)     583.86   (feet)  ADJUSTED  
 BZ1006  ___________________________________________________________________
 BZ1006  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BZ1006  DYNAMIC HT  -         177.734 (meters)     583.12  (feet)  COMP
 BZ1006  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 BZ1006
 BZ1006  VERT ORDER  -  SECOND    CLASS 0
 BZ1006
 BZ1006.The horizontal coordinates were scaled from a topographic map and have
 BZ1006.an estimated accuracy of +/- 6 seconds.
 BZ1006
 BZ1006.The orthometric height was determined by differential leveling
 BZ1006.and adjusted by the National Geodetic Survey in June 1991..
 BZ1006
 BZ1006.The geoid height was determined by GEOID03.
 BZ1006
 BZ1006.The dynamic height is computed by dividing the NAVD 88
 BZ1006.geopotential number by the normal gravity value computed on the
 BZ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1006.degrees latitude (g = 980.6199 gals.).
 BZ1006
 BZ1006.The modeled gravity was interpolated from observed gravity values.
 BZ1006
 BZ1006;                    North         East    Units  Estimated Accuracy
 BZ1006;SPC TX C     - 3,225,220.      968,330.      MT  (+/- 180 meters Scaled)
 BZ1006
 BZ1006                          SUPERSEDED SURVEY CONTROL
 BZ1006
 BZ1006  NGVD 29 (??/??/92)  177.926  (m)          583.75   (f) ADJ UNCH    2 0
 BZ1006
 BZ1006.Superseded values are not recommended for survey control.
 BZ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1006.See file dsdata.txt to determine how the superseded data were derived.
 BZ1006
 BZ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA418045(NAD 83)
 BZ1006_MARKER: X = CHISELED CROSS
 BZ1006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1006_SP_SET: ABUTMENT
 BZ1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1006
 BZ1006  HISTORY     - Date     Condition        Report By
 BZ1006  HISTORY     - UNK      MONUMENTED       CGS
 BZ1006  HISTORY     - 1966     GOOD             NGS
 BZ1006
 BZ1006                          STATION DESCRIPTION
 BZ1006
 BZ1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1006'2.0 MI N FROM VALLEY MILLS.
 BZ1006'ABOUT 2.0 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1006'FROM THE STATION AT VALLEY MILLS, BOSQUE COUNTY, ABOUT 150 YARDS NORTH
 BZ1006'OF MILE POST 261, AT BRIDGE 261 A, AND ON THE TOP OF THE NORTHWEST
 BZ1006'CORNER OF THE SOUTH CONCRETE ABUTMENT.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1008 ***********************************************************************
 BZ1008  DESIGNATION -  261 B
 BZ1008  PID         -  BZ1008
 BZ1008  STATE/COUNTY-  TX/BOSQUE
 BZ1008  USGS QUAD   -  MOSHEIM (1979)
 BZ1008
 BZ1008                         *CURRENT SURVEY CONTROL
 BZ1008  ___________________________________________________________________
 BZ1008* NAD 83(1986)-  31 40 12.     (N)    097 30 28.     (W)     SCALED    
 BZ1008* NAVD 88     -       177.953  (meters)     583.83   (feet)  ADJUSTED  
 BZ1008  ___________________________________________________________________
 BZ1008  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BZ1008  DYNAMIC HT  -         177.725 (meters)     583.09  (feet)  COMP
 BZ1008  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 BZ1008
 BZ1008  VERT ORDER  -  SECOND    CLASS 0
 BZ1008
 BZ1008.The horizontal coordinates were scaled from a topographic map and have
 BZ1008.an estimated accuracy of +/- 6 seconds.
 BZ1008
 BZ1008.The orthometric height was determined by differential leveling
 BZ1008.and adjusted by the National Geodetic Survey in June 1991..
 BZ1008
 BZ1008.The geoid height was determined by GEOID03.
 BZ1008
 BZ1008.The dynamic height is computed by dividing the NAVD 88
 BZ1008.geopotential number by the normal gravity value computed on the
 BZ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1008.degrees latitude (g = 980.6199 gals.).
 BZ1008
 BZ1008.The modeled gravity was interpolated from observed gravity values.
 BZ1008
 BZ1008;                    North         East    Units  Estimated Accuracy
 BZ1008;SPC TX C     - 3,225,490.      967,910.      MT  (+/- 180 meters Scaled)
 BZ1008
 BZ1008                          SUPERSEDED SURVEY CONTROL
 BZ1008
 BZ1008  NGVD 29 (??/??/92)  177.917  (m)          583.72   (f) ADJ UNCH    2 0
 BZ1008
 BZ1008.Superseded values are not recommended for survey control.
 BZ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1008.See file dsdata.txt to determine how the superseded data were derived.
 BZ1008
 BZ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA414048(NAD 83)
 BZ1008_MARKER: X = CHISELED CROSS
 BZ1008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1008_SP_SET: ABUTMENT
 BZ1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1008
 BZ1008  HISTORY     - Date     Condition        Report By
 BZ1008  HISTORY     - UNK      MONUMENTED       CGS
 BZ1008  HISTORY     - 1966     GOOD             NGS
 BZ1008
 BZ1008                          STATION DESCRIPTION
 BZ1008
 BZ1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1008'2.3 MI N FROM VALLEY MILLS.
 BZ1008'ABOUT 2.3 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1008'FROM THE STATION AT VALLEY MILLS, BOSQUE COUNTY, AT BRIDGE 261 B, AND
 BZ1008'ON THE TOP OF THE NORTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT.  A
 BZ1008'CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0269 ***********************************************************************
 EN0269  DESIGNATION -  2611+52
 EN0269  PID         -  EN0269
 EN0269  STATE/COUNTY-  TX/FLOYD
 EN0269  USGS QUAD   -  QUITAQUE (1967)
 EN0269
 EN0269                         *CURRENT SURVEY CONTROL
 EN0269  ___________________________________________________________________
 EN0269* NAD 83(1986)-  34 16 05.     (N)    101 06 49.     (W)     SCALED    
 EN0269* NAVD 88     -       793.518  (meters)    2603.40   (feet)  ADJUSTED  
 EN0269  ___________________________________________________________________
 EN0269  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 EN0269  DYNAMIC HT  -         792.534 (meters)    2600.17  (feet)  COMP
 EN0269  MODELED GRAV-     979,370.3   (mgal)                       NAVD 88
 EN0269
 EN0269  VERT ORDER  -  FIRST     CLASS II
 EN0269
 EN0269.The horizontal coordinates were scaled from a topographic map and have
 EN0269.an estimated accuracy of +/- 6 seconds.
 EN0269
 EN0269.The orthometric height was determined by differential leveling
 EN0269.and adjusted by the National Geodetic Survey in June 1991..
 EN0269
 EN0269.The geoid height was determined by GEOID03.
 EN0269
 EN0269.The dynamic height is computed by dividing the NAVD 88
 EN0269.geopotential number by the normal gravity value computed on the
 EN0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0269.degrees latitude (g = 980.6199 gals.).
 EN0269
 EN0269.The modeled gravity was interpolated from observed gravity values.
 EN0269
 EN0269;                    North         East    Units  Estimated Accuracy
 EN0269;SPC TXNC     - 2,291,490.      359,300.      MT  (+/- 180 meters Scaled)
 EN0269
 EN0269                          SUPERSEDED SURVEY CONTROL
 EN0269
 EN0269  NGVD 29 (??/??/92)  793.179  (m)         2602.29   (f) ADJ UNCH    1 2
 EN0269
 EN0269.Superseded values are not recommended for survey control.
 EN0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0269.See file dsdata.txt to determine how the superseded data were derived.
 EN0269
 EN0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC054939(NAD 83)
 EN0269_MARKER: Z = SEE DESCRIPTION
 EN0269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0269_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0269
 EN0269  HISTORY     - Date     Condition        Report By
 EN0269  HISTORY     - UNK      MONUMENTED       BNRR
 EN0269  HISTORY     - 1958     GOOD             NGS
 EN0269
 EN0269                          STATION DESCRIPTION
 EN0269
 EN0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0269'7.3 MI SW FROM QUITAQUE.
 EN0269'7.3 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0269'THE STATION AT QUITAQUE, BRISCOE COUNTY, ABOUT 1.4 MILES SOUTHWEST OF
 EN0269'THE SIGNBOARD AT EDGIN, AT STATION 2611+52 (MILEAGE 286.51), ABOUT 35
 EN0269'YARDS NORTHWEST OF A SWITCH, ABOUT 17 YARDS SOUTH OF A ONE MILE TO
 EN0269'STATION SIGN, AND 20 FEET WEST OF THE TRACK.  THE TOP OF A
 EN0269'CONCRETE-FILLED PIPE PROJECTING 12 INCHES ABOVE GROUND.  NOTE-- MARK
 EN0269'IS 17 YARDS SOUTH OF AN S SIGN, AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1581 ***********************************************************************
 CS1581  DESIGNATION -  262
 CS1581  PID         -  CS1581
 CS1581  STATE/COUNTY-  TX/TARRANT
 CS1581  USGS QUAD   -  HALTOM CITY (1981)
 CS1581
 CS1581                         *CURRENT SURVEY CONTROL
 CS1581  ___________________________________________________________________
 CS1581* NAD 83(1986)-  32 45 51.     (N)    097 21 39.     (W)     SCALED    
 CS1581* NAVD 88     -       168.715  (meters)     553.53   (feet)  POSTED    
 CS1581  ___________________________________________________________________
 CS1581  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CS1581  DYNAMIC HT  -         168.520 (meters)     552.89  (feet)  COMP
 CS1581  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 CS1581
 CS1581  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CS1581
 CS1581.The horizontal coordinates were scaled from a topographic map and have
 CS1581.an estimated accuracy of +/- 6 seconds.
 CS1581
 CS1581.The orthometric height was determined by differential leveling
 CS1581.and adjusted by the National Geodetic Survey in 1992..
 CS1581.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CS1581.rate of 0.0 thru 1.0 mm/km.
 CS1581
 CS1581.The geoid height was determined by GEOID03.
 CS1581
 CS1581.The dynamic height is computed by dividing the NAVD 88
 CS1581.geopotential number by the normal gravity value computed on the
 CS1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1581.degrees latitude (g = 980.6199 gals.).
 CS1581
 CS1581.The modeled gravity was interpolated from observed gravity values.
 CS1581
 CS1581;                    North         East    Units  Estimated Accuracy
 CS1581;SPC TXNC     - 2,122,280.      706,730.      MT  (+/- 180 meters Scaled)
 CS1581
 CS1581                          SUPERSEDED SURVEY CONTROL
 CS1581
 CS1581  NGVD 29 (??/??/92)  168.715  (m)          553.53   (f) ADJ UNCH    1 2
 CS1581
 CS1581.Superseded values are not recommended for survey control.
 CS1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1581.See file dsdata.txt to determine how the superseded data were derived.
 CS1581
 CS1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB535263(NAD 83)
 CS1581_MARKER: DB = BENCH MARK DISK
 CS1581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1581_SP_SET: BRIDGE ABUTMENT
 CS1581_STAMPING: 262 553.526
 CS1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1581
 CS1581  HISTORY     - Date     Condition        Report By
 CS1581  HISTORY     - UNK      MONUMENTED       TXGS
 CS1581  HISTORY     - 1956     GOOD             NGS
 CS1581  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1581  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS1581
 CS1581                          STATION DESCRIPTION
 CS1581
 CS1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1581'IN FORT WORTH.
 CS1581'A TEXAS GEODETIC SURVEY DISK STAMPED 262 553.526 SET IN THE TOP OF THE
 CS1581'EAST END OF THE NORTH ABUTMENT OF THE CONCRETE BRIDGE OVER THE WEST
 CS1581'FORK OF THE TRINITY RIVER, 1.8 MILES WEST OF THE COUNTY COURT HOUSE IN
 CS1581'FORT WORTH.  IT IS ON UNIVERSITY DRIVE ABOUT MIDWAY BETWEEN WHITE
 CS1581'SETTLEMENT ROAD AND JACKSBORO HIGHWAY.
 CS1581
 CS1581                          STATION RECOVERY (1989)
 CS1581
 CS1581'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWM)
 CS1581'MARK NOT FOUND.
 CS1581
 CS1581                          STATION RECOVERY (1997)
 CS1581
 CS1581'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1009 ***********************************************************************
 BZ1009  DESIGNATION -  262 B
 BZ1009  PID         -  BZ1009
 BZ1009  STATE/COUNTY-  TX/BOSQUE
 BZ1009  USGS QUAD   -  MOSHEIM (1979)
 BZ1009
 BZ1009                         *CURRENT SURVEY CONTROL
 BZ1009  ___________________________________________________________________
 BZ1009* NAD 83(1986)-  31 41 03.     (N)    097 31 21.     (W)     SCALED    
 BZ1009* NAVD 88     -       179.224  (meters)     588.00   (feet)  ADJUSTED  
 BZ1009  ___________________________________________________________________
 BZ1009  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BZ1009  DYNAMIC HT  -         178.995 (meters)     587.25  (feet)  COMP
 BZ1009  MODELED GRAV-     979,358.3   (mgal)                       NAVD 88
 BZ1009
 BZ1009  VERT ORDER  -  SECOND    CLASS 0
 BZ1009
 BZ1009.The horizontal coordinates were scaled from a topographic map and have
 BZ1009.an estimated accuracy of +/- 6 seconds.
 BZ1009
 BZ1009.The orthometric height was determined by differential leveling
 BZ1009.and adjusted by the National Geodetic Survey in June 1991..
 BZ1009
 BZ1009.The geoid height was determined by GEOID03.
 BZ1009
 BZ1009.The dynamic height is computed by dividing the NAVD 88
 BZ1009.geopotential number by the normal gravity value computed on the
 BZ1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1009.degrees latitude (g = 980.6199 gals.).
 BZ1009
 BZ1009.The modeled gravity was interpolated from observed gravity values.
 BZ1009
 BZ1009;                    North         East    Units  Estimated Accuracy
 BZ1009;SPC TX C     - 3,227,020.      966,470.      MT  (+/- 180 meters Scaled)
 BZ1009
 BZ1009                          SUPERSEDED SURVEY CONTROL
 BZ1009
 BZ1009  NGVD 29 (??/??/92)  179.189  (m)          587.89   (f) ADJ UNCH    2 0
 BZ1009
 BZ1009.Superseded values are not recommended for survey control.
 BZ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1009.See file dsdata.txt to determine how the superseded data were derived.
 BZ1009
 BZ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA400063(NAD 83)
 BZ1009_MARKER: X = CHISELED CROSS
 BZ1009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1009_SP_SET: BRIDGE ABUTMENT
 BZ1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1009
 BZ1009  HISTORY     - Date     Condition        Report By
 BZ1009  HISTORY     - UNK      MONUMENTED       CGS
 BZ1009  HISTORY     - 1966     GOOD             NGS
 BZ1009
 BZ1009                          STATION DESCRIPTION
 BZ1009
 BZ1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1009'3.6 MI N FROM VALLEY MILLS.
 BZ1009'ABOUT 3.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1009'FROM THE STATION AT VALLEY MILLS, BOSQUE COUNTY, AT BRIDGE 262 B, AND
 BZ1009'ON THE TOP OF THE NORTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT.  A
 BZ1009'CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0531 ***********************************************************************
 CU0531  DESIGNATION -  2620
 CU0531  PID         -  CU0531
 CU0531  STATE/COUNTY-  TX/HOWARD
 CU0531  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU0531
 CU0531                         *CURRENT SURVEY CONTROL
 CU0531  ___________________________________________________________________
 CU0531* NAD 83(1986)-  32 13 20.     (N)    101 28 47.     (W)     SCALED    
 CU0531* NAVD 88     -       798.981  (meters)    2621.32   (feet)  ADJUSTED  
 CU0531  ___________________________________________________________________
 CU0531  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CU0531  DYNAMIC HT  -         797.882 (meters)    2617.72  (feet)  COMP
 CU0531  MODELED GRAV-     979,238.0   (mgal)                       NAVD 88
 CU0531
 CU0531  VERT ORDER  -  FIRST     CLASS II
 CU0531
 CU0531.The horizontal coordinates were scaled from a topographic map and have
 CU0531.an estimated accuracy of +/- 6 seconds.
 CU0531
 CU0531.The orthometric height was determined by differential leveling
 CU0531.and adjusted by the National Geodetic Survey in June 1991..
 CU0531
 CU0531.The geoid height was determined by GEOID03.
 CU0531
 CU0531.The dynamic height is computed by dividing the NAVD 88
 CU0531.geopotential number by the normal gravity value computed on the
 CU0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0531.degrees latitude (g = 980.6199 gals.).
 CU0531
 CU0531.The modeled gravity was interpolated from observed gravity values.
 CU0531
 CU0531;                    North         East    Units  Estimated Accuracy
 CU0531;SPC TXNC     - 2,065,590.      319,160.      MT  (+/- 180 meters Scaled)
 CU0531
 CU0531                          SUPERSEDED SURVEY CONTROL
 CU0531
 CU0531  NGVD 29 (??/??/92)  798.709  (m)         2620.43   (f) ADJ UNCH    1 2
 CU0531
 CU0531.Superseded values are not recommended for survey control.
 CU0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0531.See file dsdata.txt to determine how the superseded data were derived.
 CU0531
 CU0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA663677(NAD 83)
 CU0531_MARKER: DB = BENCH MARK DISK
 CU0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0531_SP_SET: CONCRETE BLOCK
 CU0531_STAMPING: 2620.431 1920 TEXAS
 CU0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0531
 CU0531  HISTORY     - Date     Condition        Report By
 CU0531  HISTORY     - 1920     MONUMENTED       USGS
 CU0531  HISTORY     - 1945     MARK NOT FOUND   NGS
 CU0531
 CU0531                          STATION DESCRIPTION
 CU0531
 CU0531'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 CU0531'2.6 MI SE FROM BIG SPRING.
 CU0531'2.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM BIG SPRING, HOWARD
 CU0531'COUNTY, 50 FEET NORTH OF A ROCK ENTRANCE TO THE CITY PARK, AND AT THE
 CU0531'CENTER OF A ROAD INTERSECTION.  A UNITED STATES GEOLOGICAL SURVEY
 CU0531'STANDARD DISK, STAMPED 2620.431 1920 TEXAS AND SET IN THE TOP OF A
 CU0531'CONCRETE BLOCK.
 CU0531
 CU0531                          STATION RECOVERY (1945)
 CU0531
 CU0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 CU0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0529 ***********************************************************************
 CU0529  DESIGNATION -  2622
 CU0529  PID         -  CU0529
 CU0529  STATE/COUNTY-  TX/HOWARD
 CU0529  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU0529
 CU0529                         *CURRENT SURVEY CONTROL
 CU0529  ___________________________________________________________________
 CU0529* NAD 83(1986)-  32 10 01.     (N)    101 28 46.     (W)     SCALED    
 CU0529* NAVD 88     -       799.257  (meters)    2622.23   (feet)  ADJUSTED  
 CU0529  ___________________________________________________________________
 CU0529  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 CU0529  DYNAMIC HT  -         798.155 (meters)    2618.61  (feet)  COMP
 CU0529  MODELED GRAV-     979,234.0   (mgal)                       NAVD 88
 CU0529
 CU0529  VERT ORDER  -  FIRST     CLASS II
 CU0529
 CU0529.The horizontal coordinates were scaled from a topographic map and have
 CU0529.an estimated accuracy of +/- 6 seconds.
 CU0529
 CU0529.The orthometric height was determined by differential leveling
 CU0529.and adjusted by the National Geodetic Survey in June 1991..
 CU0529
 CU0529.The geoid height was determined by GEOID03.
 CU0529
 CU0529.The dynamic height is computed by dividing the NAVD 88
 CU0529.geopotential number by the normal gravity value computed on the
 CU0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0529.degrees latitude (g = 980.6199 gals.).
 CU0529
 CU0529.The modeled gravity was interpolated from observed gravity values.
 CU0529
 CU0529;                    North         East    Units  Estimated Accuracy
 CU0529;SPC TXNC     - 2,059,460.      319,010.      MT  (+/- 180 meters Scaled)
 CU0529
 CU0529                          SUPERSEDED SURVEY CONTROL
 CU0529
 CU0529  NGVD 29 (??/??/92)  798.986  (m)         2621.34   (f) ADJ UNCH    1 2
 CU0529
 CU0529.Superseded values are not recommended for survey control.
 CU0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0529.See file dsdata.txt to determine how the superseded data were derived.
 CU0529
 CU0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA661616(NAD 83)
 CU0529_MARKER: DD = SURVEY DISK
 CU0529_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0529_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0529_STAMPING: 2621.340 1920
 CU0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0529
 CU0529  HISTORY     - Date     Condition        Report By
 CU0529  HISTORY     - 1920     MONUMENTED       USGS
 CU0529
 CU0529                          STATION DESCRIPTION
 CU0529
 CU0529'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 CU0529'6.9 MI SE FROM BIG SPRING.
 CU0529'6.9 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM BIG SPRING, HOWARD
 CU0529'COUNTY, ON THE OLD HIGHWAY, AT THE SOUTHWEST CORNER OF THE
 CU0529'INTERSECTION OF A ROAD LEADING WEST, AND 32 FEET SOUTH OF THE CENTER
 CU0529'LINE OF THE OLD HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 CU0529'CAP, STAMPED 2621.340 1920 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 CU0529'PIPE PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1285 ***********************************************************************
 CS1285  DESIGNATION -  2634
 CS1285  PID         -  CS1285
 CS1285  STATE/COUNTY-  TX/DALLAS
 CS1285  USGS QUAD   -  CARROLLTON (1981)
 CS1285
 CS1285                         *CURRENT SURVEY CONTROL
 CS1285  ___________________________________________________________________
 CS1285* NAD 83(1986)-  32 53 36.     (N)    096 58 11.     (W)     SCALED    
 CS1285* NAVD 88     -       129.65   (+/-2cm)     425.4    (feet)  VERTCON   
 CS1285  ___________________________________________________________________
 CS1285  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CS1285
 CS1285  VERT ORDER  -  THIRD (See Below)
 CS1285
 CS1285.The horizontal coordinates were scaled from a topographic map and have
 CS1285.an estimated accuracy of +/- 6 seconds.
 CS1285
 CS1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1285.The vertical order pertains to the NGVD 29 superseded value.
 CS1285
 CS1285.The geoid height was determined by GEOID03.
 CS1285
 CS1285;                    North         East    Units  Estimated Accuracy
 CS1285;SPC TXNC     - 2,137,070.      743,160.      MT  (+/- 180 meters Scaled)
 CS1285
 CS1285                          SUPERSEDED SURVEY CONTROL
 CS1285
 CS1285  NGVD 29 (??/??/??)  129.66   (m)          425.4    (f) RESET       3  
 CS1285
 CS1285.Superseded values are not recommended for survey control.
 CS1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1285.See file dsdata.txt to determine how the superseded data were derived.
 CS1285
 CS1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB899412(NAD 83)
 CS1285_MARKER: DD = SURVEY DISK
 CS1285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1285_SP_SET: BRIDGE
 CS1285_STAMPING: 2634
 CS1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1285
 CS1285  HISTORY     - Date     Condition        Report By
 CS1285  HISTORY     - UNK      MONUMENTED       TXGS
 CS1285  HISTORY     - 1973     GOOD             NGS
 CS1285  HISTORY     - 20000209 MARK NOT FOUND   USPSQD
 CS1285
 CS1285                          STATION DESCRIPTION
 CS1285
 CS1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CS1285'5 MI SW FROM FARMERS BRANCH.
 CS1285'FROM THE INTERSECTION OF STATE HIGHWAYS 114 AND 348, WHICH IS LOCATED
 CS1285'AT THE SOUTHWEST EDGE OF FARMERS BRANCH.  GO WESTERLY ON STATE HIGHWAY
 CS1285'114 FOR 1.15 MILES TO THE INTERSECTION OF STORY ROAD, CONTINUE
 CS1285'WESTERLY ON STATE HIGHWAY 114 FOR 0.25 MILE TO MARK ON THE LEFT AND ON
 CS1285'THE SOUTH EDGE OF FRONTAGE ROAD.  IT IS 0.2 MILE WEST OF U 914 RESET
 CS1285'1972, WHICH IS SET IN THE WEST 1 OF 2 CONCRETE BRIDGES. IT IS TEXAS
 CS1285'GEODETIC AND COAST AND GEODETIC SURVEY BENCH MARK DISK, SET IN THE TOP
 CS1285'OF A 6 X 6 INCH CONCRETE POST, THAT PROJECTS 12 INCHES AND STAMPED
 CS1285'2634.  IT IS 31 FEET SOUTH OF THE CENTER OF FRONTAGE ROAD AND 8.5 FEET
 CS1285'NORTH OF FENCE-LINE.
 CS1285
 CS1285                          STATION RECOVERY (2000)
 CS1285
 CS1285'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0336 ***********************************************************************
 CB0336  DESIGNATION -  2634 USGS
 CB0336  PID         -  CB0336
 CB0336  STATE/COUNTY-  TX/GLASSCOCK
 CB0336  USGS QUAD   -  GARDEN CITY (1963)
 CB0336
 CB0336                         *CURRENT SURVEY CONTROL
 CB0336  ___________________________________________________________________
 CB0336* NAD 83(1986)-  31 51 45.     (N)    101 29 00.     (W)     SCALED    
 CB0336* NAVD 88     -       803.669  (meters)    2636.70   (feet)  ADJUSTED  
 CB0336  ___________________________________________________________________
 CB0336  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CB0336  DYNAMIC HT  -         802.555 (meters)    2633.05  (feet)  COMP
 CB0336  MODELED GRAV-     979,226.4   (mgal)                       NAVD 88
 CB0336
 CB0336  VERT ORDER  -  SECOND    CLASS 0
 CB0336
 CB0336.The horizontal coordinates were scaled from a topographic map and have
 CB0336.an estimated accuracy of +/- 6 seconds.
 CB0336
 CB0336.The orthometric height was determined by differential leveling
 CB0336.and adjusted by the National Geodetic Survey in June 1991..
 CB0336
 CB0336.The geoid height was determined by GEOID03.
 CB0336
 CB0336.The dynamic height is computed by dividing the NAVD 88
 CB0336.geopotential number by the normal gravity value computed on the
 CB0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0336.degrees latitude (g = 980.6199 gals.).
 CB0336
 CB0336.The modeled gravity was interpolated from observed gravity values.
 CB0336
 CB0336;                    North         East    Units  Estimated Accuracy
 CB0336;SPC TX C     - 3,243,990.      591,170.      MT  (+/- 180 meters Scaled)
 CB0336
 CB0336                          SUPERSEDED SURVEY CONTROL
 CB0336
 CB0336  NGVD 29 (??/??/92)  803.391  (m)         2635.79   (f) ADJ UNCH    2 0
 CB0336
 CB0336.Superseded values are not recommended for survey control.
 CB0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0336.See file dsdata.txt to determine how the superseded data were derived.
 CB0336
 CB0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA650278(NAD 83)
 CB0336_MARKER: DB = BENCH MARK DISK
 CB0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0336_SP_SET: CONCRETE BANISTER
 CB0336_STAMPING: 1920 TEXAS 2634
 CB0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB0336+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2003
 CB0336
 CB0336  HISTORY     - Date     Condition        Report By
 CB0336  HISTORY     - 1920     MONUMENTED       CGS
 CB0336  HISTORY     - 1973     GOOD             TXHD
 CB0336  HISTORY     - 20030902 GOOD             INDIV
 CB0336
 CB0336                          STATION DESCRIPTION
 CB0336
 CB0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 CB0336'IN GARDEN CITY.
 CB0336'AT GARDEN CITY, GLASSCOCK COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 CB0336'WEST (FRONT) ENTRANCE, AT THE SOUTH SIDE OF THE CONCRETE STEPS, IN THE
 CB0336'CENTER OF THE TOP OF THE SOUTH CONCRETE BANISTER, AND 3 FEET HIGHER
 CB0336'THAN THE GROUND. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 CB0336'STAMPED 1920 TEXAS 2634.
 CB0336
 CB0336                          STATION RECOVERY (1973)
 CB0336
 CB0336'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0336'RECOVERED IN GOOD CONDITION.
 CB0336
 CB0336                          STATION RECOVERY (2003)
 CB0336
 CB0336'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CB0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0396 ***********************************************************************
 CB0396  DESIGNATION -  2639 USGS
 CB0396  PID         -  CB0396
 CB0396  STATE/COUNTY-  TX/UPTON
 CB0396  USGS QUAD   -  RANKIN NE (1970)
 CB0396
 CB0396                         *CURRENT SURVEY CONTROL
 CB0396  ___________________________________________________________________
 CB0396* NAD 83(1986)-  31 13 37.     (N)    101 51 06.     (W)     SCALED    
 CB0396* NAVD 88     -       804.785  (meters)    2640.37   (feet)  ADJUSTED  
 CB0396  ___________________________________________________________________
 CB0396  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CB0396  DYNAMIC HT  -         803.611 (meters)    2636.51  (feet)  COMP
 CB0396  MODELED GRAV-     979,155.1   (mgal)                       NAVD 88
 CB0396
 CB0396  VERT ORDER  -  FIRST     CLASS II
 CB0396
 CB0396.The horizontal coordinates were scaled from a topographic map and have
 CB0396.an estimated accuracy of +/- 6 seconds.
 CB0396
 CB0396.The orthometric height was determined by differential leveling
 CB0396.and adjusted by the National Geodetic Survey in June 1991..
 CB0396
 CB0396.The geoid height was determined by GEOID03.
 CB0396
 CB0396.The dynamic height is computed by dividing the NAVD 88
 CB0396.geopotential number by the normal gravity value computed on the
 CB0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0396.degrees latitude (g = 980.6199 gals.).
 CB0396
 CB0396.The modeled gravity was interpolated from observed gravity values.
 CB0396
 CB0396;                    North         East    Units  Estimated Accuracy
 CB0396;SPC TX C     - 3,173,950.      555,360.      MT  (+/- 180 meters Scaled)
 CB0396
 CB0396                          SUPERSEDED SURVEY CONTROL
 CB0396
 CB0396  NGVD 29 (??/??/92)  804.462  (m)         2639.31   (f) ADJ UNCH    1 2
 CB0396
 CB0396.Superseded values are not recommended for survey control.
 CB0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0396.See file dsdata.txt to determine how the superseded data were derived.
 CB0396
 CB0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV283582(NAD 83)
 CB0396_MARKER: DD = SURVEY DISK
 CB0396_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 CB0396_SP_SET: ROCK
 CB0396_STAMPING: TEX 1920 2639
 CB0396_MARK LOGO: USGS  
 CB0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0396
 CB0396  HISTORY     - Date     Condition        Report By
 CB0396  HISTORY     - 1920     MONUMENTED       USGS
 CB0396  HISTORY     - 1934     GOOD             NGS
 CB0396  HISTORY     - 1940     GOOD             NGS
 CB0396  HISTORY     - 1981     GOOD             NGS
 CB0396
 CB0396                          STATION DESCRIPTION
 CB0396
 CB0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0396'5.7 MI E FROM RANKIN.
 CB0396'5.7 MILES E OF AND ALONG THE PANHANDLE AND S.F.R.R. 250 FT. E OF
 CB0396'TARGET SWITCH AT FLAT ROCK SIDING.  55 FT. N OF RACKS SET IN ROCK 6
 CB0396'FT. NW OF POST 814.5.  ROCKS PAINTED AND PILED.
 CB0396
 CB0396                          STATION RECOVERY (1940)
 CB0396
 CB0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0396'RECOVERED IN GOOD CONDITION.
 CB0396
 CB0396                          STATION RECOVERY (1981)
 CB0396
 CB0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0396'7.8 KM (4.85 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CB0396'WITH STATE HIGHWAY 349 IN RANKIN, THENCE 1.1 KM (0.7 MI) SOUTHEAST
 CB0396'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 0.8 KM (0.5 MI)
 CB0396'SOUTHEAST OF MILEPOST 815, IN A 1 BY 1 FT EXPOSED AREA OF OUTCROPPING
 CB0396'BEDROCK, 14.8 METERS (48.5 FT) SOUTH-SOUTHWEST OF THE CENTER OF A
 CB0396'GRAVELED ROAD, 14.2 METERS (46.6 FT) NORTHEAST OF THE NEAR RAIL AND
 CB0396'2.1 METERS (6.9 FT) NORTH-NORTHWEST OF A UTILITY POLE.
 CB0396'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0177 ***********************************************************************
 EN0177  DESIGNATION -  264.13
 EN0177  PID         -  EN0177
 EN0177  STATE/COUNTY-  TX/DONLEY
 EN0177  USGS QUAD   -  HEDLEY (1982)
 EN0177
 EN0177                         *CURRENT SURVEY CONTROL
 EN0177  ___________________________________________________________________
 EN0177* NAD 83(1986)-  34 52 09.     (N)    100 39 59.     (W)     SCALED    
 EN0177* NAVD 88     -       800.882  (meters)    2627.56   (feet)  ADJUSTED  
 EN0177  ___________________________________________________________________
 EN0177  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EN0177  DYNAMIC HT  -         799.971 (meters)    2624.57  (feet)  COMP
 EN0177  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 EN0177
 EN0177  VERT ORDER  -  FIRST     CLASS II
 EN0177
 EN0177.The horizontal coordinates were scaled from a topographic map and have
 EN0177.an estimated accuracy of +/- 6 seconds.
 EN0177
 EN0177.The orthometric height was determined by differential leveling
 EN0177.and adjusted by the National Geodetic Survey in June 1991..
 EN0177
 EN0177.The geoid height was determined by GEOID03.
 EN0177
 EN0177.The dynamic height is computed by dividing the NAVD 88
 EN0177.geopotential number by the normal gravity value computed on the
 EN0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0177.degrees latitude (g = 980.6199 gals.).
 EN0177
 EN0177.The modeled gravity was interpolated from observed gravity values.
 EN0177
 EN0177;                    North         East    Units  Estimated Accuracy
 EN0177;SPC TX N     - 1,096,750.      276,220.      MT  (+/- 180 meters Scaled)
 EN0177
 EN0177                          SUPERSEDED SURVEY CONTROL
 EN0177
 EN0177  NGVD 29 (??/??/92)  800.526  (m)         2626.39   (f) ADJ UNCH    1 2
 EN0177
 EN0177.Superseded values are not recommended for survey control.
 EN0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0177.See file dsdata.txt to determine how the superseded data were derived.
 EN0177
 EN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD476598(NAD 83)
 EN0177_MARKER: Z = SEE DESCRIPTION
 EN0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0177_SP_SET: BRIDGE
 EN0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0177
 EN0177  HISTORY     - Date     Condition        Report By
 EN0177  HISTORY     - UNK      MONUMENTED       BNRR
 EN0177  HISTORY     - 1933     GOOD             NGS
 EN0177  HISTORY     - 1962     MARK NOT FOUND   NGS
 EN0177
 EN0177                          STATION DESCRIPTION
 EN0177
 EN0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0177'IN HEDLEY.
 EN0177'AT BRIDGE 264.13, SOUTHWEST CORNER WEST HEADWALL.
 EN0177
 EN0177                          STATION RECOVERY (1962)
 EN0177
 EN0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EN0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1012 ***********************************************************************
 BZ1012  DESIGNATION -  266 A
 BZ1012  PID         -  BZ1012
 BZ1012  STATE/COUNTY-  TX/BOSQUE
 BZ1012  USGS QUAD   -  MOSHEIM (1979)
 BZ1012
 BZ1012                         *CURRENT SURVEY CONTROL
 BZ1012  ___________________________________________________________________
 BZ1012* NAD 83(1986)-  31 43 32.     (N)    097 32 41.     (W)     SCALED    
 BZ1012* NAVD 88     -       186.867  (meters)     613.08   (feet)  ADJUSTED  
 BZ1012  ___________________________________________________________________
 BZ1012  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BZ1012  DYNAMIC HT  -         186.630 (meters)     612.30  (feet)  COMP
 BZ1012  MODELED GRAV-     979,368.8   (mgal)                       NAVD 88
 BZ1012
 BZ1012  VERT ORDER  -  SECOND    CLASS 0
 BZ1012
 BZ1012.The horizontal coordinates were scaled from a topographic map and have
 BZ1012.an estimated accuracy of +/- 6 seconds.
 BZ1012
 BZ1012.The orthometric height was determined by differential leveling
 BZ1012.and adjusted by the National Geodetic Survey in June 1991..
 BZ1012
 BZ1012.The geoid height was determined by GEOID03.
 BZ1012
 BZ1012.The dynamic height is computed by dividing the NAVD 88
 BZ1012.geopotential number by the normal gravity value computed on the
 BZ1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1012.degrees latitude (g = 980.6199 gals.).
 BZ1012
 BZ1012.The modeled gravity was interpolated from observed gravity values.
 BZ1012
 BZ1012;                    North         East    Units  Estimated Accuracy
 BZ1012;SPC TX C     - 3,231,560.      964,250.      MT  (+/- 180 meters Scaled)
 BZ1012
 BZ1012                          SUPERSEDED SURVEY CONTROL
 BZ1012
 BZ1012  NGVD 29 (??/??/92)  186.832  (m)          612.96   (f) ADJ UNCH    2 0
 BZ1012
 BZ1012.Superseded values are not recommended for survey control.
 BZ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1012.See file dsdata.txt to determine how the superseded data were derived.
 BZ1012
 BZ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA378109(NAD 83)
 BZ1012_MARKER: X = CHISELED CROSS
 BZ1012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1012_SP_SET: ABUTMENT
 BZ1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1012
 BZ1012  HISTORY     - Date     Condition        Report By
 BZ1012  HISTORY     - UNK      MONUMENTED       CGS
 BZ1012  HISTORY     - 1966     GOOD             NGS
 BZ1012
 BZ1012                          STATION DESCRIPTION
 BZ1012
 BZ1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1012'4.1 MI S FROM CLIFTON.
 BZ1012'ABOUT 4.1 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1012'FROM THE STATION AT CLIFTON, BOSQUE COUNTY, AT BRIDGE 266 A, AND ON
 BZ1012'THE TOP OF THE NORTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT.  A
 BZ1012'CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0216 ***********************************************************************
 BM0216  DESIGNATION -  267
 BM0216  PID         -  BM0216
 BM0216  STATE/COUNTY-  TX/WASHINGTON
 BM0216  USGS QUAD   -  SOMERVILLE (1988)
 BM0216
 BM0216                         *CURRENT SURVEY CONTROL
 BM0216  ___________________________________________________________________
 BM0216* NAD 83(1986)-  30 18 21.     (N)    096 30 32.     (W)     SCALED    
 BM0216* NAVD 88     -        81.38   (+/-2cm)     267.0    (feet)  VERTCON   
 BM0216  ___________________________________________________________________
 BM0216  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BM0216
 BM0216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0216
 BM0216.The horizontal coordinates were scaled from a topographic map and have
 BM0216.an estimated accuracy of +/- 6 seconds.
 BM0216
 BM0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0216.The vertical order pertains to the NGVD 29 superseded value.
 BM0216
 BM0216.The geoid height was determined by GEOID03.
 BM0216
 BM0216;                    North         East    Units  Estimated Accuracy
 BM0216;SPC TX C     - 3,077,180.    1,067,780.      MT  (+/- 180 meters Scaled)
 BM0216
 BM0216                          SUPERSEDED SURVEY CONTROL
 BM0216
 BM0216  NGVD 29 (??/??/92)   81.344  (m)          266.88   (f) ADJ UNCH    2 0
 BM0216
 BM0216.Superseded values are not recommended for survey control.
 BM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0216.See file dsdata.txt to determine how the superseded data were derived.
 BM0216
 BM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU395553(NAD 83)
 BM0216_MARKER: P = PIPE CAP
 BM0216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0216_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0216
 BM0216  HISTORY     - Date     Condition        Report By
 BM0216  HISTORY     - UNK      MONUMENTED       USGS
 BM0216  HISTORY     - 1954     GOOD             NGS
 BM0216  HISTORY     - 19991010 MARK NOT FOUND   USPSQD
 BM0216
 BM0216                          STATION DESCRIPTION
 BM0216
 BM0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0216'2.6 MI NW FROM GAY HILL.
 BM0216'2.6 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BM0216'FROM THE STATION AT GAY HILL, 0.2 MILE NORTHWEST OF MILEPOST 138, 0.1
 BM0216'MILE NORTHWEST OF A DIRT ROAD CROSSING, 52 FEET NORTHEAST OF THE
 BM0216'NORTHEAST RAIL, 40 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 BM0216'36, 3 FEET SOUTHEAST OF A WITNESS POST, 5 FEET BELOW THE TOP OF THE
 BM0216'RAILS, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.9
 BM0216'FEET ABOVE THE GROUND.
 BM0216
 BM0216                          STATION RECOVERY (1999)
 BM0216
 BM0216'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0258 ***********************************************************************
 BA0258  DESIGNATION -  2671
 BA0258  PID         -  BA0258
 BA0258  STATE/COUNTY-  TX/BREWSTER
 BA0258  USGS QUAD   -  HEN EGG MOUNTAIN (1971)
 BA0258
 BA0258                         *CURRENT SURVEY CONTROL
 BA0258  ___________________________________________________________________
 BA0258* NAD 83(1986)-  29 22 35.     (N)    103 35 52.     (W)     SCALED    
 BA0258* NAVD 88     -       815.613  (meters)    2675.89   (feet)  ADJUSTED  
 BA0258  ___________________________________________________________________
 BA0258  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BA0258  DYNAMIC HT  -         814.295 (meters)    2671.57  (feet)  COMP
 BA0258  MODELED GRAV-     979,000.5   (mgal)                       NAVD 88
 BA0258
 BA0258  VERT ORDER  -  SECOND    CLASS 0
 BA0258
 BA0258.The horizontal coordinates were scaled from a topographic map and have
 BA0258.an estimated accuracy of +/- 6 seconds.
 BA0258
 BA0258.The orthometric height was determined by differential leveling
 BA0258.and adjusted by the National Geodetic Survey in June 1991..
 BA0258
 BA0258.The geoid height was determined by GEOID03.
 BA0258
 BA0258.The dynamic height is computed by dividing the NAVD 88
 BA0258.geopotential number by the normal gravity value computed on the
 BA0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0258.degrees latitude (g = 980.6199 gals.).
 BA0258
 BA0258.The modeled gravity was interpolated from observed gravity values.
 BA0258
 BA0258;                    North         East    Units  Estimated Accuracy
 BA0258;SPC TXSC     - 4,179,780.      153,810.      MT  (+/- 180 meters Scaled)
 BA0258
 BA0258                          SUPERSEDED SURVEY CONTROL
 BA0258
 BA0258  NGVD 29 (??/??/92)  815.173  (m)         2674.45   (f) ADJ UNCH    2 0
 BA0258
 BA0258.Superseded values are not recommended for survey control.
 BA0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0258.See file dsdata.txt to determine how the superseded data were derived.
 BA0258
 BA0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN360505(NAD 83)
 BA0258_MARKER: P = PIPE CAP
 BA0258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BA0258_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BA0258_STAMPING: 2671 MARFA
 BA0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0258
 BA0258  HISTORY     - Date     Condition        Report By
 BA0258  HISTORY     - UNK      MONUMENTED       USGS
 BA0258  HISTORY     - 1958     GOOD             NGS
 BA0258  HISTORY     - 20010331 GOOD             NGS
 BA0258
 BA0258                          STATION DESCRIPTION
 BA0258
 BA0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0258'5.3 MI NE FROM TERLINGUA.
 BA0258'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0258'TERLINGUA, THENCE ABOUT 4.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD.
 BA0258'24 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.65 MILE
 BA0258'SOUTHEAST OF A STEEL WINDMILL, ON THE SOUTHEAST BANK OF AN ARROYO, 1
 BA0258'FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE
 BA0258'LEVEL OF THE ROAD, AND ON THE TOP OF AN IRON PIPE PROJECTING 1 FOOT.
 BA0258
 BA0258                          STATION RECOVERY (2001)
 BA0258
 BA0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0258'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0892 ***********************************************************************
 BY0892  DESIGNATION -  267.498
 BY0892  PID         -  BY0892
 BY0892  STATE/COUNTY-  TX/ANGELINA
 BY0892  USGS QUAD   -  BALD HILL (1980)
 BY0892
 BY0892                         *CURRENT SURVEY CONTROL
 BY0892  ___________________________________________________________________
 BY0892* NAD 83(1986)-  31 13 07.     (N)    094 40 20.     (W)     SCALED    
 BY0892* NAVD 88     -        81.48   (+/-2cm)     267.3    (feet)  VERTCON   
 BY0892  ___________________________________________________________________
 BY0892  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BY0892
 BY0892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0892
 BY0892.The horizontal coordinates were scaled from a topographic map and have
 BY0892.an estimated accuracy of +/- 6 seconds.
 BY0892
 BY0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0892.The vertical order pertains to the NGVD 29 superseded value.
 BY0892
 BY0892.The geoid height was determined by GEOID03.
 BY0892
 BY0892;                    North         East    Units  Estimated Accuracy
 BY0892;SPC TX C     - 3,185,760.    1,239,130.      MT  (+/- 180 meters Scaled)
 BY0892
 BY0892                          SUPERSEDED SURVEY CONTROL
 BY0892
 BY0892  NGVD 29 (??/??/92)   81.520  (m)          267.45   (f) ADJ UNCH    2 0
 BY0892
 BY0892.Superseded values are not recommended for survey control.
 BY0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0892.See file dsdata.txt to determine how the superseded data were derived.
 BY0892
 BY0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ407550(NAD 83)
 BY0892_MARKER: N = NAIL
 BY0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0892_SP_SET: TREE
 BY0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0892
 BY0892  HISTORY     - Date     Condition        Report By
 BY0892  HISTORY     - UNK      MONUMENTED       USGS
 BY0892  HISTORY     - 1949     GOOD             NGS
 BY0892
 BY0892                          STATION DESCRIPTION
 BY0892
 BY0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0892'6.0 MI SW FROM HOMER.
 BY0892'3.55 MILES SOUTHWEST ALONG FARM ROAD NO. 326 FROM THE MILLION STORE AT
 BY0892'HOMER, THENCE 2.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 2.45
 BY0892'MILES SOUTHWEST OF THE HOMER CHURCH, 1.0 MILE NORTHEAST OF THE
 BY0892'JUNCTION OF THE NORTHEAST-SOUTHWEST DIRT ROAD AND FARM ROAD NO. 58,
 BY0892'0.8 MILE SOUTHWEST OF AN ABANDONED BRIDGE OVER BALUXY CREEK, 0.15 MILE
 BY0892'SOUTHWEST OF BENCH MARK J 489, 121.0 FEET NORTHEAST OF THE CENTER OF A
 BY0892'Y ROAD JUNCTION, 44.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 BY0892'ROAD, 22.0 FEET SOUTHEAST OF THE CENTER LINE OF A NORTHEAST-SOUTHWEST
 BY0892'ROAD, A COPPER NAIL AND WASHER IN THE NORTHEAST ROOT OF AN OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0362 ***********************************************************************
 CB0362  DESIGNATION -  2684
 CB0362  PID         -  CB0362
 CB0362  STATE/COUNTY-  TX/REAGAN
 CB0362  USGS QUAD   -  WITCO (1971)
 CB0362
 CB0362                         *CURRENT SURVEY CONTROL
 CB0362  ___________________________________________________________________
 CB0362* NAD 83(1986)-  31 09 11.     (N)    101 19 13.     (W)     SCALED    
 CB0362* NAVD 88     -       818.646  (meters)    2685.84   (feet)  ADJUSTED  
 CB0362  ___________________________________________________________________
 CB0362  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CB0362  DYNAMIC HT  -         817.453 (meters)    2681.93  (feet)  COMP
 CB0362  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 CB0362
 CB0362  VERT ORDER  -  SECOND    CLASS 0
 CB0362
 CB0362.The horizontal coordinates were scaled from a topographic map and have
 CB0362.an estimated accuracy of +/- 6 seconds.
 CB0362
 CB0362.The orthometric height was determined by differential leveling
 CB0362.and adjusted by the National Geodetic Survey in June 1991..
 CB0362
 CB0362.The geoid height was determined by GEOID03.
 CB0362
 CB0362.The dynamic height is computed by dividing the NAVD 88
 CB0362.geopotential number by the normal gravity value computed on the
 CB0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0362.degrees latitude (g = 980.6199 gals.).
 CB0362
 CB0362.The modeled gravity was interpolated from observed gravity values.
 CB0362
 CB0362;                    North         East    Units  Estimated Accuracy
 CB0362;SPC TX C     - 3,165,190.      605,910.      MT  (+/- 180 meters Scaled)
 CB0362
 CB0362                          SUPERSEDED SURVEY CONTROL
 CB0362
 CB0362  NGVD 29 (??/??/92)  818.346  (m)         2684.86   (f) ADJ UNCH    2 0
 CB0362
 CB0362.Superseded values are not recommended for survey control.
 CB0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0362.See file dsdata.txt to determine how the superseded data were derived.
 CB0362
 CB0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV788488(NAD 83)
 CB0362_MARKER: DD = SURVEY DISK
 CB0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0362_SP_SET: IRON POST
 CB0362_STAMPING: TEX 1920 2684
 CB0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0362
 CB0362  HISTORY     - Date     Condition        Report By
 CB0362  HISTORY     - 1920     MONUMENTED       USGS
 CB0362  HISTORY     - 1934     GOOD             NGS
 CB0362  HISTORY     - 1940     GOOD             NGS
 CB0362
 CB0362                          STATION DESCRIPTION
 CB0362
 CB0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0362'9.1 MI E FROM BIG LAKE.
 CB0362'9.1 MILES E OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.5 MILE W OF MILE
 CB0362'POST 781.  50 FT. N OF CENTER OF TRACK.  AN IRON POST.
 CB0362
 CB0362                          STATION RECOVERY (1940)
 CB0362
 CB0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1015 ***********************************************************************
 BZ1015  DESIGNATION -  269 B
 BZ1015  PID         -  BZ1015
 BZ1015  STATE/COUNTY-  TX/BOSQUE
 BZ1015  USGS QUAD   -  CLIFTON (1979)
 BZ1015
 BZ1015                         *CURRENT SURVEY CONTROL
 BZ1015  ___________________________________________________________________
 BZ1015* NAD 83(1986)-  31 46 30.     (N)    097 34 05.     (W)     SCALED    
 BZ1015* NAVD 88     -       202.601  (meters)     664.70   (feet)  ADJUSTED  
 BZ1015  ___________________________________________________________________
 BZ1015  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BZ1015  DYNAMIC HT  -         202.345 (meters)     663.86  (feet)  COMP
 BZ1015  MODELED GRAV-     979,372.5   (mgal)                       NAVD 88
 BZ1015
 BZ1015  VERT ORDER  -  SECOND    CLASS 0
 BZ1015
 BZ1015.The horizontal coordinates were scaled from a topographic map and have
 BZ1015.an estimated accuracy of +/- 6 seconds.
 BZ1015
 BZ1015.The orthometric height was determined by differential leveling
 BZ1015.and adjusted by the National Geodetic Survey in June 1991..
 BZ1015
 BZ1015.The geoid height was determined by GEOID03.
 BZ1015
 BZ1015.The dynamic height is computed by dividing the NAVD 88
 BZ1015.geopotential number by the normal gravity value computed on the
 BZ1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1015.degrees latitude (g = 980.6199 gals.).
 BZ1015
 BZ1015.The modeled gravity was interpolated from observed gravity values.
 BZ1015
 BZ1015;                    North         East    Units  Estimated Accuracy
 BZ1015;SPC TX C     - 3,236,980.      961,900.      MT  (+/- 180 meters Scaled)
 BZ1015
 BZ1015                          SUPERSEDED SURVEY CONTROL
 BZ1015
 BZ1015  NGVD 29 (??/??/92)  202.564  (m)          664.58   (f) ADJ UNCH    2 0
 BZ1015
 BZ1015.Superseded values are not recommended for survey control.
 BZ1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1015.See file dsdata.txt to determine how the superseded data were derived.
 BZ1015
 BZ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA355163(NAD 83)
 BZ1015_MARKER: X = CHISELED CROSS
 BZ1015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1015_SP_SET: BRIDGE
 BZ1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1015
 BZ1015  HISTORY     - Date     Condition        Report By
 BZ1015  HISTORY     - UNK      MONUMENTED       CGS
 BZ1015  HISTORY     - 1966     GOOD             NGS
 BZ1015  HISTORY     - 20010317 GOOD             USPSQD
 BZ1015
 BZ1015                          STATION DESCRIPTION
 BZ1015
 BZ1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1015'0.7 MI S FROM CLIFTON.
 BZ1015'THE BENCH MARK WAS REACHED FROM CLIFTON, BY GOING 0.7 MILE SOUTH ALONG
 BZ1015'STATE HIGHWAY 6, THENCE 0.2 MILE EAST ALONG A ROCK COVERED ROAD,
 BZ1015'THENCE 0.2 MILE NORTH ALONG THE WEST SIDE OF THE RAILROAD TRACKS TO
 BZ1015'SITE OF BENCH MARK.  THE LETTERS U S X ARE INSCRIBED IN THE CONCRETE.
 BZ1015
 BZ1015                          STATION RECOVERY (2001)
 BZ1015
 BZ1015'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7076 ***********************************************************************
 AC7076  SACS        -  This is a Secondary Airport Control Station.
 AC7076  DESIGNATION -  26R A
 AC7076  PID         -  AC7076
 AC7076  STATE/COUNTY-  TX/JACKSON
 AC7076  USGS QUAD   -  GANADO (1981)
 AC7076
 AC7076                         *CURRENT SURVEY CONTROL
 AC7076  ___________________________________________________________________
 AC7076* NAD 83(1993)-  29 00 16.39551(N)    096 35 05.56078(W)     ADJUSTED  
 AC7076* NAVD 88     -        18.38   (meters)      60.3    (feet)  GPS OBS   
 AC7076  ___________________________________________________________________
 AC7076  X           -    -640,182.823 (meters)                     COMP
 AC7076  Y           -  -5,545,757.695 (meters)                     COMP
 AC7076  Z           -   3,074,338.347 (meters)                     COMP
 AC7076  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AC7076  ELLIP HEIGHT-          -8.94  (meters)          (02/21/01) GPS OBS
 AC7076  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AC7076
 AC7076  HORZ ORDER  -  FIRST
 AC7076  ELLP ORDER  -  FOURTH    CLASS I
 AC7076
 AC7076.This mark is at Jackson Co (26R) Airport (26R)
 AC7076
 AC7076.The horizontal coordinates were established by GPS observations
 AC7076.and adjusted by the National Geodetic Survey in March 1997..
 AC7076
 AC7076.The orthometric height was determined by GPS observations and a
 AC7076.high-resolution geoid model.
 AC7076
 AC7076.GPS derived orthometric heights for airport stations designated as
 AC7076.PACS or SACS are published to 2 decimal places.  This maintains
 AC7076.centimeter relative accuracy between the PACS and SACS.  It does
 AC7076.not indicate centimeter accuracy relative to other marks which are
 AC7076.part of the NAVD 88 network.
 AC7076
 AC7076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7076
 AC7076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7076
 AC7076.The ellipsoidal height was determined by GPS observations
 AC7076.and is referenced to NAD 83.
 AC7076
 AC7076.The geoid height was determined by GEOID03.
 AC7076
 AC7076;                    North         East     Units Scale Factor Converg.
 AC7076;SPC TXSC     - 4,132,232.317   835,271.516   MT  0.99987975   +1 10 59.5
 AC7076;SPC TXSC     -13,557,165.53  2,740,386.63   sFT  0.99987975   +1 10 59.5
 AC7076;UTM  14      - 3,210,895.287   735,259.584   MT  1.00028304   +1 10 17.7
 AC7076
 AC7076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7076!SPC TXSC     -   1.00000140  x   0.99987975  =   0.99988115
 AC7076!UTM  14      -   1.00000140  x   1.00028304  =   1.00028444
 AC7076
 AC7076                          SUPERSEDED SURVEY CONTROL
 AC7076
 AC7076  ELLIP H (03/20/97)   -8.79   (m)                       GP(       ) 4 1
 AC7076
 AC7076.Superseded values are not recommended for survey control.
 AC7076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7076.See file dsdata.txt to determine how the superseded data were derived.
 AC7076
 AC7076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3526010895(NAD 83)
 AC7076_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7076_STAMPING: 26R A 1995
 AC7076_MARK LOGO: NGS   
 AC7076_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7076+STABILITY: SURFACE MOTION
 AC7076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7076+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC7076
 AC7076  HISTORY     - Date     Condition        Report By
 AC7076  HISTORY     - 1995     MONUMENTED       NGS
 AC7076  HISTORY     - 19980725 GOOD             USPSQD
 AC7076
 AC7076                          STATION DESCRIPTION
 AC7076
 AC7076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AC7076'THE STATION IS LOCATED IN EDNA AT THE JACKSON COUNTY AIRPORT AT THE
 AC7076'NORTHWEST END OF THE AIRPORT NEAR RUNWAY END 14.  OWNERSHIP--JACKSON
 AC7076'COUNTY.  FOR ACCESS TO THE AIRPORT CONTACT MR.  ERIC NELSON, AIRPORT
 AC7076'MANAGER, P.O.  BOX 244, EDNA, TX 77957.  PHONE (512) 782-6391.  TO
 AC7076'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 111 AND LOOP 521
 AC7076'IN EDNA, PROCEED NORTHEAST ON HIGHWAY LOOP 521 FOR 1.64 MI (2.64 KM)
 AC7076'TO THE JUNCTION OF LOOP 521 AND U.S.  HIGHWAY 59.  PROCEED 2.4 MI (3.9
 AC7076'KM) NORTH ON U.S.HIGHWAY 59 TO SIGN FOR JACKSON COUNTY AIRPORT ON THE
 AC7076'RIGHT.  TURN RIGHT, EAST, AND PROCEED FOR 0.45 MI (0.72 KM) ON THE
 AC7076'ENTRANCE ROAD TO THE AIRPORT OFFICE.  PROCEED ACROSS THE APRON IN A
 AC7076'SOUTHEASTERLY DIRECTION TO THE PARALLEL TAXIWAY.  TURN LEFT, NORTHWEST
 AC7076'AND PROCEED FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.  THE
 AC7076'STATION IS 45.9 M (150.6 FT) SOUTHWEST OF CENTERLINE RUNWAY, 28.3 M
 AC7076'(92.8 FT) SOUTH-SOUTHEAST OF THE CENTERLINE CONNECTING TAXIWAY AT THE
 AC7076'HOLD BAR, AND 15.4 M (50.5 FT) NORTHEAST OF THE PARALLEL TAXIWAY.
 AC7076'NOTE--THIS STATION HAS BEEN SELECTED AS A SACS.
 AC7076
 AC7076                          STATION RECOVERY (1998)
 AC7076
 AC7076'RECOVERY NOTE BY US POWER SQUADRON 1998
 AC7076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1586 ***********************************************************************
 AW1586  DESIGNATION -  27
 AW1586  PID         -  AW1586
 AW1586  STATE/COUNTY-  TX/GALVESTON
 AW1586  USGS QUAD   -  LEAGUE CITY (1995)
 AW1586
 AW1586                         *CURRENT SURVEY CONTROL
 AW1586  ___________________________________________________________________
 AW1586* NAD 83(1986)-  29 31 37.     (N)    095 00 44.     (W)     SCALED    
 AW1586* NAVD 88     -         4.655  (meters)      15.27   (feet)  ADJUSTED  
 AW1586  ___________________________________________________________________
 AW1586  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW1586  DYNAMIC HT  -           4.649 (meters)      15.25  (feet)  COMP
 AW1586  MODELED GRAV-     979,272.8   (mgal)                       NAVD 88
 AW1586
 AW1586  VERT ORDER  -  FIRST     CLASS II
 AW1586
 AW1586.The horizontal coordinates were scaled from a topographic map and have
 AW1586.an estimated accuracy of +/- 6 seconds.
 AW1586
 AW1586.The orthometric height was determined by differential leveling
 AW1586.and adjusted by the National Geodetic Survey in June 1991..
 AW1586
 AW1586.The geoid height was determined by GEOID03.
 AW1586
 AW1586.The dynamic height is computed by dividing the NAVD 88
 AW1586.geopotential number by the normal gravity value computed on the
 AW1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1586.degrees latitude (g = 980.6199 gals.).
 AW1586
 AW1586.The modeled gravity was interpolated from observed gravity values.
 AW1586
 AW1586;                    North         East    Units  Estimated Accuracy
 AW1586;SPC TXSC     - 4,194,290.      986,450.      MT  (+/- 180 meters Scaled)
 AW1586
 AW1586                          SUPERSEDED SURVEY CONTROL
 AW1586
 AW1586  NGVD 29 (12/23/87)    4.652  (m)           15.26   (f) ADJUSTED    1 2
 AW1586
 AW1586.Superseded values are not recommended for survey control.
 AW1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1586.See file dsdata.txt to determine how the superseded data were derived.
 AW1586
 AW1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN049680(NAD 83)
 AW1586_MARKER: DD = SURVEY DISK
 AW1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1586_SP_SET: CONCRETE POST
 AW1586_STAMPING: NO 27 20.1
 AW1586_MARK LOGO: TXRD  
 AW1586_PROJECTION: FLUSH
 AW1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1586+STABILITY: SURFACE MOTION
 AW1586
 AW1586  HISTORY     - Date     Condition        Report By
 AW1586  HISTORY     - UNK      MONUMENTED       TXRD
 AW1586  HISTORY     - 1973     GOOD             NGS
 AW1586  HISTORY     - 1978     GOOD             NGS
 AW1586  HISTORY     - 1983     GOOD             NGS
 AW1586  HISTORY     - 1987     GOOD             USPSQD
 AW1586  HISTORY     - 1987     POOR             USPSQD
 AW1586  HISTORY     - 1987     GOOD             NGS
 AW1586  HISTORY     - 1989     GOOD             USPSQD
 AW1586  HISTORY     - 19910216 GOOD             USPSQD
 AW1586  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1586  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 AW1586  HISTORY     - 20031107 MARK NOT FOUND   USPSQD
 AW1586  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AW1586
 AW1586                          STATION DESCRIPTION
 AW1586
 AW1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1586'1.2 MI SE FROM KEMAH.
 AW1586'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE AT
 AW1586'KEMAH, ABOUT 148 FEET SOUTHWEST OF AND ACROSS FROM THE SOUTHERN
 AW1586'PACIFIC RAILROAD FROM THE CENTER LINE OF THE HIGHWAY, 52 FEET
 AW1586'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 40 FEET NORTHEAST OF THE
 AW1586'NORTH STEEL LEG OF A POWER LINE TOWER, 13 1/2 FEET WEST OF A TELEPHONE
 AW1586'POLE, 5 1/2 FEET SOUTH OF A CORNER POST, 2 FEET SOUTHEAST OF A FENCE,
 AW1586'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND IS A TEXAS
 AW1586'RECLAMATION DEPT. DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW1586'THE GROUND.
 AW1586
 AW1586                          STATION RECOVERY (1978)
 AW1586
 AW1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1586'NOTE=THIS IS A TEXAS RECLAMATION DEPARTMENT DISK.
 AW1586
 AW1586                          STATION RECOVERY (1983)
 AW1586
 AW1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1586'RECOVERED IN GOOD CONDITION.
 AW1586
 AW1586                          STATION RECOVERY (1987)
 AW1586
 AW1586'RECOVERY NOTE BY US POWER SQUADRON 1987 (MB)
 AW1586'RECOVERED IN GOOD CONDITION.
 AW1586
 AW1586                          STATION RECOVERY (1987)
 AW1586
 AW1586'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1586'MARK RECOVERED IN POOR CONDITION.
 AW1586
 AW1586                          STATION RECOVERY (1987)
 AW1586
 AW1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1586'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW1586'REACH SHOULD READ--1.2 KM (0.75 MI) SOUTHEAST ALONG STATE HIGHWAY 146
 AW1586'FROM THE POST OFFICE IN KEMAH AND ACROSS THE HIGHWAY FROM THE JUNCTION
 AW1586'OF MEADOW LANE.
 AW1586
 AW1586                          STATION RECOVERY (1989)
 AW1586
 AW1586'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1586'RECOVERED IN GOOD CONDITION.
 AW1586
 AW1586                          STATION RECOVERY (1991)
 AW1586
 AW1586'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1586'RECOVERED IN GOOD CONDITION.
 AW1586
 AW1586                          STATION RECOVERY (1999)
 AW1586
 AW1586'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1586'MARK NOT FOUND.
 AW1586
 AW1586                          STATION RECOVERY (2001)
 AW1586
 AW1586'RECOVERY NOTE BY US POWER SQUADRON 2001 (ALW)
 AW1586'MARK NOT FOUND.
 AW1586
 AW1586                          STATION RECOVERY (2003)
 AW1586
 AW1586'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1586'MARK NOT FOUND.
 AW1586
 AW1586                          STATION RECOVERY (2005)
 AW1586
 AW1586'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0316 ***********************************************************************
 BL0316  DESIGNATION -  27
 BL0316  PID         -  BL0316
 BL0316  STATE/COUNTY-  TX/JASPER
 BL0316  USGS QUAD   -  EVADALE (1984)
 BL0316
 BL0316                         *CURRENT SURVEY CONTROL
 BL0316  ___________________________________________________________________
 BL0316* NAD 83(1986)-  30 20 52.     (N)    094 04 29.     (W)     SCALED    
 BL0316* NAVD 88     -        13.61   (+/-2cm)      44.7    (feet)  VERTCON   
 BL0316  ___________________________________________________________________
 BL0316  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0316
 BL0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0316
 BL0316.The horizontal coordinates were scaled from a topographic map and have
 BL0316.an estimated accuracy of +/- 6 seconds.
 BL0316
 BL0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0316.The vertical order pertains to the NGVD 29 superseded value.
 BL0316
 BL0316.The geoid height was determined by GEOID03.
 BL0316
 BL0316;                    North         East    Units  Estimated Accuracy
 BL0316;SPC TX C     - 3,092,430.    1,301,400.      MT  (+/- 180 meters Scaled)
 BL0316
 BL0316                          SUPERSEDED SURVEY CONTROL
 BL0316
 BL0316  NGVD 29 (??/??/92)   13.592  (m)           44.59   (f) ADJ UNCH    2 0
 BL0316
 BL0316.Superseded values are not recommended for survey control.
 BL0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0316.See file dsdata.txt to determine how the superseded data were derived.
 BL0316
 BL0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP967578(NAD 83)
 BL0316_MARKER: Z = SEE DESCRIPTION
 BL0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0316_SP_SET: SECTION RAIL
 BL0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0316
 BL0316  HISTORY     - Date     Condition        Report By
 BL0316  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0316  HISTORY     - 1935     GOOD             NGS
 BL0316
 BL0316                          STATION DESCRIPTION
 BL0316
 BL0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0316'6.3 MI NE FROM SILSBEE.
 BL0316'IN JASPER COUNTY, 6.3 MILES NORTHEAST ALONG THE GULF, COLORADO AND
 BL0316'SANTA FE RAILWAY FROM THE STATION AT SILSBEE, HARDIN COUNTY, OPPOSITE
 BL0316'MILEPOST 27, AND 8 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE
 BL0316'HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1340 ***********************************************************************
 FL1340  DESIGNATION -  27
 FL1340  PID         -  FL1340
 FL1340  STATE/COUNTY-  TX/POTTER
 FL1340  USGS QUAD   -  MARSH (1953)
 FL1340
 FL1340                         *CURRENT SURVEY CONTROL
 FL1340  ___________________________________________________________________
 FL1340* NAD 83(1986)-  35 32 29.     (N)    101 55 17.     (W)     SCALED    
 FL1340* NAVD 88     -      1043.149  (meters)    3422.40   (feet)  ADJUSTED  
 FL1340  ___________________________________________________________________
 FL1340  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL1340  DYNAMIC HT  -        1041.927 (meters)    3418.39  (feet)  COMP
 FL1340  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 FL1340
 FL1340  VERT ORDER  -  SECOND    CLASS 0
 FL1340
 FL1340.The horizontal coordinates were scaled from a topographic map and have
 FL1340.an estimated accuracy of +/- 6 seconds.
 FL1340
 FL1340.The orthometric height was determined by differential leveling
 FL1340.and adjusted by the National Geodetic Survey in June 1991..
 FL1340
 FL1340.The geoid height was determined by GEOID03.
 FL1340
 FL1340.The dynamic height is computed by dividing the NAVD 88
 FL1340.geopotential number by the normal gravity value computed on the
 FL1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1340.degrees latitude (g = 980.6199 gals.).
 FL1340
 FL1340.The modeled gravity was interpolated from observed gravity values.
 FL1340
 FL1340;                    North         East    Units  Estimated Accuracy
 FL1340;SPC TX N     - 1,171,080.      161,790.      MT  (+/- 180 meters Scaled)
 FL1340
 FL1340                          SUPERSEDED SURVEY CONTROL
 FL1340
 FL1340  NGVD 29 (??/??/92) 1042.624  (m)         3420.68   (f) ADJ UNCH    2 0
 FL1340
 FL1340.Superseded values are not recommended for survey control.
 FL1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1340.See file dsdata.txt to determine how the superseded data were derived.
 FL1340
 FL1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE351370(NAD 83)
 FL1340_MARKER: B = BOLT
 FL1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1340+STABILITY: SURFACE MOTION
 FL1340
 FL1340  HISTORY     - Date     Condition        Report By
 FL1340  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1340  HISTORY     - 1934     GOOD             NGS
 FL1340
 FL1340                          STATION DESCRIPTION
 FL1340
 FL1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1340'25.0 MI SE FROM DUMAS.
 FL1340'25.0 MILES SE OF AND ALONG THE S.F.R.R. 50 FT. W OF MILE POST 27. 198
 FL1340'FT. NW OF CENTER OF TRACK.  2 FT. SE OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0121 ***********************************************************************
 DN0121  DESIGNATION -  27
 DN0121  PID         -  DN0121
 DN0121  STATE/COUNTY-  TX/FANNIN
 DN0121  USGS QUAD   -  TRENTON (1964)
 DN0121
 DN0121                         *CURRENT SURVEY CONTROL
 DN0121  ___________________________________________________________________
 DN0121* NAD 83(1986)-  33 24 33.     (N)    096 17 44.     (W)     SCALED    
 DN0121* NAVD 88     -       222.001  (meters)     728.35   (feet)  ADJUSTED  
 DN0121  ___________________________________________________________________
 DN0121  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DN0121  DYNAMIC HT  -         221.763 (meters)     727.57  (feet)  COMP
 DN0121  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 DN0121
 DN0121  VERT ORDER  -  FIRST     CLASS II
 DN0121
 DN0121.The horizontal coordinates were scaled from a topographic map and have
 DN0121.an estimated accuracy of +/- 6 seconds.
 DN0121
 DN0121.The orthometric height was determined by differential leveling
 DN0121.and adjusted by the National Geodetic Survey in June 1991..
 DN0121
 DN0121.The geoid height was determined by GEOID03.
 DN0121
 DN0121.The dynamic height is computed by dividing the NAVD 88
 DN0121.geopotential number by the normal gravity value computed on the
 DN0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0121.degrees latitude (g = 980.6199 gals.).
 DN0121
 DN0121.The modeled gravity was interpolated from observed gravity values.
 DN0121
 DN0121;                    North         East    Units  Estimated Accuracy
 DN0121;SPC TXNC     - 2,195,380.      805,020.      MT  (+/- 180 meters Scaled)
 DN0121
 DN0121                          SUPERSEDED SURVEY CONTROL
 DN0121
 DN0121  NGVD 29 (??/??/92)  221.978  (m)          728.27   (f) ADJ UNCH    1 2
 DN0121
 DN0121.Superseded values are not recommended for survey control.
 DN0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0121.See file dsdata.txt to determine how the superseded data were derived.
 DN0121
 DN0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB515999(NAD 83)
 DN0121_MARKER: S = SPIKE
 DN0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0121_SP_SET: CULVERT
 DN0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0121+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2002
 DN0121
 DN0121  HISTORY     - Date     Condition        Report By
 DN0121  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0121  HISTORY     - 1942     GOOD             NGS
 DN0121  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0121  HISTORY     - 19940405 MARK NOT FOUND   USPSQD
 DN0121  HISTORY     - 20020928 GOOD             INDIV
 DN0121
 DN0121                          STATION DESCRIPTION
 DN0121
 DN0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 DN0121'3.6 MI NW FROM LEONARD.
 DN0121'3.6 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0121'FROM LEONARD, FANNIN COUNTY, 2 POLES SOUTHEAST OF MILEPOST 691, AT A
 DN0121'CONCRETE CULVERT, AND IN THE TOP OF THE EAST END OF THE SOUTH
 DN0121'HEADWALL.  A RAILROAD SPIKE.
 DN0121
 DN0121                          STATION RECOVERY (1986)
 DN0121
 DN0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0121'MARK NOT FOUND.
 DN0121
 DN0121                          STATION RECOVERY (1994)
 DN0121
 DN0121'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0121'MARK NOT FOUND.
 DN0121
 DN0121                          STATION RECOVERY (2002)
 DN0121
 DN0121'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0121'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1942 NGS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0958 ***********************************************************************
 AB0958  DESIGNATION -  27 1919 USGS
 AB0958  PID         -  AB0958
 AB0958  STATE/COUNTY-  TX/KENEDY
 AB0958  USGS QUAD   -  NORIAS (1982)
 AB0958
 AB0958                         *CURRENT SURVEY CONTROL
 AB0958  ___________________________________________________________________
 AB0958* NAD 83(1986)-  26 50 07.     (N)    097 46 58.     (W)     SCALED    
 AB0958* NAVD 88     -         7.643  (meters)      25.08   (feet)  ADJUSTED  
 AB0958  ___________________________________________________________________
 AB0958  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AB0958  DYNAMIC HT  -           7.630 (meters)      25.03  (feet)  COMP
 AB0958  MODELED GRAV-     979,070.7   (mgal)                       NAVD 88
 AB0958
 AB0958  VERT ORDER  -  FIRST     CLASS II
 AB0958
 AB0958.The horizontal coordinates were scaled from a topographic map and have
 AB0958.an estimated accuracy of +/- 6 seconds.
 AB0958
 AB0958.The orthometric height was determined by differential leveling
 AB0958.and adjusted by the National Geodetic Survey in June 1991..
 AB0958
 AB0958.The geoid height was determined by GEOID03.
 AB0958
 AB0958.The dynamic height is computed by dividing the NAVD 88
 AB0958.geopotential number by the normal gravity value computed on the
 AB0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0958.degrees latitude (g = 980.6199 gals.).
 AB0958
 AB0958.The modeled gravity was interpolated from observed gravity values.
 AB0958
 AB0958;                    North         East    Units  Estimated Accuracy
 AB0958;SPC TX S     - 5,129,680.      371,280.      MT  (+/- 180 meters Scaled)
 AB0958
 AB0958                          SUPERSEDED SURVEY CONTROL
 AB0958
 AB0958  NGVD 29 (??/??/92)    7.730  (m)           25.36   (f) ADJ UNCH    1 2
 AB0958
 AB0958.Superseded values are not recommended for survey control.
 AB0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0958.See file dsdata.txt to determine how the superseded data were derived.
 AB0958
 AB0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ209687(NAD 83)
 AB0958_MARKER: P = PIPE CAP
 AB0958_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB0958_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB0958_STAMPING: PRIM TRAV STA NO 27 1919 TEXAS 25
 AB0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0958
 AB0958  HISTORY     - Date     Condition        Report By
 AB0958  HISTORY     - 1919     MONUMENTED       USGS
 AB0958  HISTORY     - 1951     GOOD             NGS
 AB0958  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0958  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0958
 AB0958                          STATION DESCRIPTION
 AB0958
 AB0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0958'3.6 MI N FROM NORIAS.
 AB0958'3.6 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0958'FROM THE STATION AT NORIAS, 109 FEET SOUTHWEST OF AND ACROSS THE TRACK
 AB0958'FROM BENCH MARK R 619, 35 FEET WEST OF THE WEST RAIL, 36 FEET NORTH OF
 AB0958'THE 3RD POLE SOUTH OF MILEPOST 71, 13 FEET EAST OF A FENCE, 1 FOOT
 AB0958'SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH
 AB0958'PROJECTS 0.8 FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC
 AB0958'LINES.
 AB0958
 AB0958                          STATION RECOVERY (1981)
 AB0958
 AB0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0958'NOT RECOVERED THIS DATE, PLOWED OUT BY FIRE BREAK MACHINERY.
 AB0958
 AB0958                          STATION RECOVERY (2004)
 AB0958
 AB0958'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0122 ***********************************************************************
 DN0122  DESIGNATION -  27 A
 DN0122  PID         -  DN0122
 DN0122  STATE/COUNTY-  TX/FANNIN
 DN0122  USGS QUAD   -  TRENTON (1964)
 DN0122
 DN0122                         *CURRENT SURVEY CONTROL
 DN0122  ___________________________________________________________________
 DN0122* NAD 83(1986)-  33 24 33.     (N)    096 17 44.     (W)     SCALED    
 DN0122* NAVD 88     -       221.98   (+/-2cm)     728.3    (feet)  VERTCON   
 DN0122  ___________________________________________________________________
 DN0122  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DN0122
 DN0122  VERT ORDER  -  ? (See Below)
 DN0122
 DN0122.The horizontal coordinates were scaled from a topographic map and have
 DN0122.an estimated accuracy of +/- 6 seconds.
 DN0122
 DN0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0122.The vertical order pertains to the NGVD 29 superseded value.
 DN0122
 DN0122.The geoid height was determined by GEOID03.
 DN0122
 DN0122;                    North         East    Units  Estimated Accuracy
 DN0122;SPC TXNC     - 2,195,380.      805,020.      MT  (+/- 180 meters Scaled)
 DN0122
 DN0122                          SUPERSEDED SURVEY CONTROL
 DN0122
 DN0122  NGVD 29 (??/??/92)  221.961  (m)          728.22   (f) ADJ UNCH    ?  
 DN0122
 DN0122.Superseded values are not recommended for survey control.
 DN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0122.See file dsdata.txt to determine how the superseded data were derived.
 DN0122
 DN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB515999(NAD 83)
 DN0122_MARKER: Q = CHISELED SQUARE
 DN0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0122_SP_SET: CULVERT
 DN0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0122+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 DN0122
 DN0122  HISTORY     - Date     Condition        Report By
 DN0122  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0122  HISTORY     - 1933     GOOD             NGS
 DN0122  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0122  HISTORY     - 19940405 MARK NOT FOUND   USPSQD
 DN0122  HISTORY     - 20021007 GOOD             INDIV
 DN0122
 DN0122                          STATION DESCRIPTION
 DN0122
 DN0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0122'3.6 MI NW FROM LEONARD.
 DN0122'3.6 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0122'FROM LEONARD, FANNIN COUNTY, AT MILEAGE 691.1 AT A CONCRETE CULVERT,
 DN0122'AND ON THE CENTER OF THE TOP OF THE SOUTH HEADWALL.  A CHISELED
 DN0122'SQUARE.  NOTE-- THIS BENCH MARK IS 5.5 FEET WEST OF BENCH MARK 27
 DN0122'(M.K.T.R.R.).
 DN0122
 DN0122                          STATION RECOVERY (1986)
 DN0122
 DN0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0122'MARK NOT FOUND.
 DN0122
 DN0122                          STATION RECOVERY (1994)
 DN0122
 DN0122'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0122'MARK NOT FOUND.
 DN0122
 DN0122                          STATION RECOVERY (2002)
 DN0122
 DN0122'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0122'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1933 NGS SURVEY.
 DN0122'AVERAGED LOCATION AND CORRECTED COORDINATES ARE (N 33 24.561 - W 096
 DN0122'17.749) DAWGIES OF GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0560 ***********************************************************************
 AX0560  DESIGNATION -  27 B TXRD
 AX0560  PID         -  AX0560
 AX0560  STATE/COUNTY-  TX/WHARTON
 AX0560  USGS QUAD   -  EL CAMPO SE (1981)
 AX0560
 AX0560                         *CURRENT SURVEY CONTROL
 AX0560  ___________________________________________________________________
 AX0560* NAD 83(1986)-  29 03 20.     (N)    096 18 26.     (W)     SCALED    
 AX0560* NAVD 88     -        23.03   (+/-2cm)      75.6    (feet)  VERTCON   
 AX0560  ___________________________________________________________________
 AX0560  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0560
 AX0560  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0560
 AX0560.The horizontal coordinates were scaled from a topographic map and have
 AX0560.an estimated accuracy of +/- 6 seconds.
 AX0560
 AX0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0560.The vertical order pertains to the NGVD 29 superseded value.
 AX0560
 AX0560.The geoid height was determined by GEOID03.
 AX0560
 AX0560;                    North         East    Units  Estimated Accuracy
 AX0560;SPC TXSC     - 4,138,470.      862,190.      MT  (+/- 180 meters Scaled)
 AX0560
 AX0560                          SUPERSEDED SURVEY CONTROL
 AX0560
 AX0560  NGVD 29 (??/??/92)   23.048  (m)           75.62   (f) ADJ UNCH    2 0
 AX0560
 AX0560.Superseded values are not recommended for survey control.
 AX0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0560.See file dsdata.txt to determine how the superseded data were derived.
 AX0560
 AX0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT621171(NAD 83)
 AX0560_MARKER: DB = BENCH MARK DISK
 AX0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0560_STAMPING: 27 B
 AX0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0560+STABILITY: SURFACE MOTION
 AX0560
 AX0560  HISTORY     - Date     Condition        Report By
 AX0560  HISTORY     - UNK      MONUMENTED       CGS
 AX0560  HISTORY     - 1941     GOOD             NGS
 AX0560  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0560
 AX0560                          STATION DESCRIPTION
 AX0560
 AX0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AX0560'6.0 MI W FROM DANEVANG.
 AX0560'TO REACH THE BENCH MARK FROM CROSSROAD IN DANEVANG-- PROCEED WEST ON
 AX0560'GRADED ROAD, 6.0 MILES TO A CROSSROAD AND SITE OF MARK.  BENCH MARK IS
 AX0560'AT A CROSSROAD, 34.0 FEET NORTH OF AND ABOUT 2.0 FEET BELOW THE
 AX0560'CENTERLINE OF THE EAST-WEST ROAD, 34.0 FEET EAST OF THE CENTERLINE OF
 AX0560'THE NORTH-SOUTH ROAD, 6.0 FEET NORTHEAST OF A FENCE CORNER AND 3.0
 AX0560'FEET NORTH OF A 4X4 INCH WOODEN MARKER POST.  MARK IS STAMPED, 27 B. A
 AX0560'STANDARD TRD DISK IN A ROUND CONCRETE POST.
 AX0560
 AX0560                          STATION RECOVERY (1990)
 AX0560
 AX0560'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0538 ***********************************************************************
 DP0538  DESIGNATION -  27 WHS
 DP0538  PID         -  DP0538
 DP0538  STATE/COUNTY-  TX/STONEWALL
 DP0538  USGS QUAD   -  SEVEN DIAMOND L CANYON (1981)
 DP0538
 DP0538                         *CURRENT SURVEY CONTROL
 DP0538  ___________________________________________________________________
 DP0538* NAD 83(1993)-  33 20 35.90430(N)    100 26 27.33079(W)     ADJUSTED  
 DP0538* NAVD 88     -       576.9    (meters)    1893.     (feet)  VERTCON   
 DP0538  ___________________________________________________________________
 DP0538  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 DP0538  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DP0538
 DP0538  HORZ ORDER  -  SECOND
 DP0538
 DP0538.The horizontal coordinates were established by classical geodetic methods
 DP0538.and adjusted by the National Geodetic Survey in February 1996..
 DP0538
 DP0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0538
 DP0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0538
 DP0538.The geoid height was determined by GEOID03.
 DP0538
 DP0538;                    North         East     Units Scale Factor Converg.
 DP0538;SPC TXNC     - 2,187,592.329   419,350.982   MT  0.99988553   -1 03 30.9
 DP0538;SPC TXNC     - 7,177,125.83  1,375,820.68   sFT  0.99988553   -1 03 30.9
 DP0538;UTM  14      - 3,690,273.888   365,912.843   MT  0.99982167   -0 47 31.7
 DP0538
 DP0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0538!SPC TXNC     -   0.99991369  x   0.99988553  =   0.99979923
 DP0538!UTM  14      -   0.99991369  x   0.99982167  =   0.99973537
 DP0538
 DP0538                          SUPERSEDED SURVEY CONTROL
 DP0538
 DP0538  NAD 83(1993)-  33 20 35.90776(N)    100 26 27.32878(W) AD(       ) 2
 DP0538  NAD 83(1986)-  33 20 35.90988(N)    100 26 27.32375(W) AD(       ) 2
 DP0538  NAD 27      -  33 20 35.58680(N)    100 26 25.91925(W) AD(       ) 2
 DP0538  NGVD 29 (07/19/86)  576.7    (m)         1892.     (f) VERT ANG       
 DP0538
 DP0538.Superseded values are not recommended for survey control.
 DP0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0538.See file dsdata.txt to determine how the superseded data were derived.
 DP0538
 DP0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6591390274(NAD 83)
 DP0538_MARKER: DS = TRIANGULATION STATION DISK
 DP0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0538+STABILITY: SURFACE MOTION
 DP0538
 DP0538  HISTORY     - Date     Condition        Report By
 DP0538  HISTORY     - 1978     MONUMENTED       NGS
 DP0538
 DP0538                          STATION DESCRIPTION
 DP0538
 DP0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DP0538'THE STATION IS ABOUT 18-1/2 MILES NORTHWEST OF ASPERMONT, 10
 DP0538'MILES NORTHEAST OF JAYTON, 9 MILES NORTH OF U.S. HIGHWAY 380,
 DP0538'4-1/2 MILES EAST OF THE KENT-STONEWALL COUNTY LINE, AT A CURVE
 DP0538'TO THE SOUTH ON AN EAST-WEST GRAVELED ROAD AND ON PROPERTY
 DP0538'OWNED BY MR. BOB CHILDRESS, ABILENE, TEXAS, PHONE NUMBER
 DP0538'915-673-6263.
 DP0538'
 DP0538'TO REACH THE STATION FROM THE COURTHOUSE IN JAYTON, GO NORTH
 DP0538'ON STATE HIGHWAY 70 FOR 2.95 MILES TO A GRAVELED SIDE ROAD
 DP0538'RIGHT.  TURN RIGHT AND GO NORTHEASTERLY ON THE GRAVELED ROAD
 DP0538'FOR 3.65 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE ON
 DP0538'THE MAIN GRAVELED ROAD FOR 1.65 MILES TO A CATTLE GUARD AND A
 DP0538'HOUSE JUST AHEAD ON THE LEFT.  CONTINUE ON MAIN GRAVELED ROAD
 DP0538'FOR 6.35 MILES TO THE AZIMUTH MARK ON THE LEFT JUST BEFORE
 DP0538'REACHING A RANCH HOUSE ON THE LEFT.  CONTINUE ON THE MAIN
 DP0538'GRAVELED ROAD FOR 0.65 MILE TO A CURVE RIGHT (SOUTH) IN THE
 DP0538'ROAD AND THE STATION ON THE LEFT.
 DP0538'
 DP0538'THE MARK IS A U.S.G.S. DISK STAMPED---27 WHS 1958---,
 DP0538'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT.
 DP0538'A TAPED DISTANCE WAS MADE TO STATION DOVE 1968 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1326 ***********************************************************************
 DM1326  FBN         -  This is a Federal Base Network Control Station.
 DM1326  DESIGNATION -  27 WWF USGS
 DM1326  PID         -  DM1326
 DM1326  STATE/COUNTY-  TX/RED RIVER
 DM1326  USGS QUAD   -  DIMPLE (1964)
 DM1326
 DM1326                         *CURRENT SURVEY CONTROL
 DM1326  ___________________________________________________________________
 DM1326* NAD 83(1993)-  33 38 22.32184(N)    095 01 03.33034(W)     ADJUSTED  
 DM1326* NAVD 88     -       152.1    (meters)     499.     (feet)  GPS OBS   
 DM1326  ___________________________________________________________________
 DM1326  X           -    -464,912.312 (meters)                     COMP
 DM1326  Y           -  -5,295,246.077 (meters)                     COMP
 DM1326  Z           -   3,513,298.708 (meters)                     COMP
 DM1326  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DM1326  ELLIP HEIGHT-         125.15  (meters)          (05/01/00) GPS OBS
 DM1326  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DM1326
 DM1326  HORZ ORDER  -  A
 DM1326  ELLP ORDER  -  THIRD     CLASS I
 DM1326
 DM1326.The horizontal coordinates were established by GPS observations
 DM1326.and adjusted by the National Geodetic Survey in May 2000..
 DM1326
 DM1326.The orthometric height was determined by GPS observations and a
 DM1326.high-resolution geoid model.
 DM1326
 DM1326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1326
 DM1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1326
 DM1326.The ellipsoidal height was determined by GPS observations
 DM1326.and is referenced to NAD 83.
 DM1326
 DM1326.The geoid height was determined by GEOID03.
 DM1326
 DM1326;                    North         East     Units Scale Factor Converg.
 DM1326;SPC TXNC     - 2,224,129.678   922,990.753   MT  0.99992513   +1 53 57.4
 DM1326;SPC TXNC     - 7,296,998.79  3,028,178.83   sFT  0.99992513   +1 53 57.4
 DM1326;UTM  15      - 3,724,014.906   312,881.402   MT  1.00003167   -1 07 04.8
 DM1326
 DM1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1326!SPC TXNC     -   0.99998035  x   0.99992513  =   0.99990548
 DM1326!UTM  15      -   0.99998035  x   1.00003167  =   1.00001202
 DM1326
 DM1326                          SUPERSEDED SURVEY CONTROL
 DM1326
 DM1326  NAD 83(1993)-  33 38 22.32164(N)    095 01 03.32949(W) AD(       ) 2
 DM1326  NAD 83(1993)-  33 38 22.32164(N)    095 01 03.32949(W) AD(       ) 2
 DM1326  NAD 83(1986)-  33 38 22.33026(N)    095 01 03.31529(W) AD(       ) 2
 DM1326  NAD 27      -  33 38 21.94200(N)    095 01 02.51700(W) AD(       ) 2
 DM1326  NGVD 29 (07/19/86)  152.13   (m)          499.1    (f) LEVELING    3  
 DM1326
 DM1326.Superseded values are not recommended for survey control.
 DM1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1326.See file dsdata.txt to determine how the superseded data were derived.
 DM1326
 DM1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1288124015(NAD 83)
 DM1326_MARKER: DB = BENCH MARK DISK
 DM1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1326_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1326_STAMPING: 27 WWF 1949
 DM1326_MARK LOGO: USGS  
 DM1326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1326+STABILITY: SURFACE MOTION
 DM1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1326+SATELLITE: SATELLITE OBSERVATIONS - November 26, 1999
 DM1326
 DM1326  HISTORY     - Date     Condition        Report By
 DM1326  HISTORY     - 1949     MONUMENTED       USGS
 DM1326  HISTORY     - 19980121 GOOD             NGS
 DM1326  HISTORY     - 19991013 GOOD             TXDOT
 DM1326  HISTORY     - 19991126 GOOD             NGS
 DM1326
 DM1326                          STATION DESCRIPTION
 DM1326
 DM1326'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (JCT)
 DM1326'THE STATION IS LOCATED ABOUT 2 MILES EAST AND 2 MILES NORTH
 DM1326'OF CLARKSVILLE, AND JUST EAST OF A SMALL CEMETERY.  IT IS 73.5
 DM1326'FEET SOUTH OF THE NORTHEAST CORNER OF THE CEMETERY, 23 FEET
 DM1326'WEST OF THE CENTER OF A DIRT ROAD AND 3 FEET EAST OF THE CEMETERY
 DM1326'FENCE.  THE STANDARD USGS BENCH MARK DISK, STAMPED 27 WWF 1949,
 DM1326'IS SET IN A 7 BY 7 INCH CONCRETE POST WHICH PROJECTS 10 INCHES.
 DM1326'
 DM1326'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1326'CLARK TO BENCH MARK 27 WWF.  IT IS (78.97 FEET) 24.070 METERS
 DM1326'SOUTH.
 DM1326'
 DM1326'TO REACH THE STATION FROM CLARKSVILLE, FROM THE SOUTHEAST CORNER
 DM1326'OF THE SQUARE, GO EAST ON U.S. HIGHWAY 82 FOR 1.4 MILES TO WHERE
 DM1326'ROAD FORKS, TAKE LEFT FORK AND GO TOWARD ENGLISH ON FARM ROAD 114
 DM1326'FOR 1.1 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH,
 DM1326'WEST AND NORTH FOR 1.95 MILES TO A CEMETERY AND THE STATION ON
 DM1326'THE LEFT.
 DM1326
 DM1326                          STATION RECOVERY (1998)
 DM1326
 DM1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DM1326'THE STATION IS LOCATED ABOUT 43.0 KM (26.70 MI) EAST OF PARIS, ABOUT
 DM1326'19.0 KM (11.80 MI) SOUTHWEST OF THE RED RIVER (TEXAS/OKLAHOMA BORDER)
 DM1326'AND ABOUT 5.0 KM (3.10 MI) NORTHEAST OF CLARKSVILLE, NEAR THE
 DM1326'NORTHEAST CORNER OF THE GREENWOOD CEMETERY JUST OUTSIDE THE FENCE.
 DM1326'OWNERSHIP--CITY OF CLARKSVILLE.  TO REACH THE STATION FROM THE
 DM1326'JUNCTION OF U.S. HIGHWAY 82 AND FARM ROAD 1159 NEAR THE EAST SIDE OF
 DM1326'CLARKESVILLE, GO NORTH FOR 3.9 KM (2.40 MI) ALONG ROAD 1159 TO THE TEE
 DM1326'JUNCTION OF FARM ROAD 1700 ON THE RIGHT.  TURN RIGHT, EAST, FOR 0.3 KM
 DM1326'(0.20 MI) ALONG ROAD 1700 TO A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT,
 DM1326'SOUTHERLY, FOR 0.2 KM (0.10 MI) ALONG THE ROAD TO THE NORTHEAST CORNER
 DM1326'OF THE CEMETERY AND THE STATION ON THE RIGHT, JUST SOUTH-SOUTHEAST OF
 DM1326'THE CORNER.  STATION IS 47.6 M (156.2 FT) NORTH-NORTHWEST OF THE
 DM1326'CEMETERY ENTRANCE GATE CENTER, 24.05 M (78.90 FT) SOUTH-SOUTHEAST OF
 DM1326'TRIANGULATION STATION CLARK 1951 AT THE NORTHEAST CORNER OF THE
 DM1326'CEMETERY, 6.6 M (21.7 FT) SOUTHWEST OF THE GRAVEL ROAD CENTER, 2.3 M
 DM1326'(7.5 FT) SOUTH-SOUTHEAST OF THE 2ND BRICK FENCE POST SOUTH-SOUTHEAST
 DM1326'OF THE NORTHEAST CORNER OF THE CEMETERY, 0.55 M (1.80 FT)
 DM1326'EAST-NORTHEAST OF THE CEMETERY FENCE, AND THE MONUMENT PROJECTS ABOUT
 DM1326'25-CM ABOVE THE ROAD AND GROUND SURFACE.  BY R.G. HAYES  NOTE--THE
 DM1326'YEAR ON THE DESIGNATION DOES NOT MATCH THE STAMPING.
 DM1326
 DM1326                          STATION RECOVERY (1999)
 DM1326
 DM1326'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 DM1326'GOOD.
 DM1326
 DM1326                          STATION RECOVERY (1999)
 DM1326
 DM1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 DM1326'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0172 ***********************************************************************
 DM0172  DESIGNATION -  270
 DM0172  PID         -  DM0172
 DM0172  STATE/COUNTY-  TX/BOWIE
 DM0172  USGS QUAD   -  CORLEY (1970)
 DM0172
 DM0172                         *CURRENT SURVEY CONTROL
 DM0172  ___________________________________________________________________
 DM0172* NAD 83(1986)-  33 18 54.     (N)    094 27 33.     (W)     SCALED    
 DM0172* NAVD 88     -        82.306  (meters)     270.03   (feet)  ADJUSTED  
 DM0172  ___________________________________________________________________
 DM0172  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0172  DYNAMIC HT  -          82.217 (meters)     269.74  (feet)  COMP
 DM0172  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 DM0172
 DM0172  VERT ORDER  -  SECOND    CLASS 0
 DM0172
 DM0172.The horizontal coordinates were scaled from a topographic map and have
 DM0172.an estimated accuracy of +/- 6 seconds.
 DM0172
 DM0172.The orthometric height was determined by differential leveling
 DM0172.and adjusted by the National Geodetic Survey in June 1991..
 DM0172
 DM0172.The geoid height was determined by GEOID03.
 DM0172
 DM0172.The dynamic height is computed by dividing the NAVD 88
 DM0172.geopotential number by the normal gravity value computed on the
 DM0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0172.degrees latitude (g = 980.6199 gals.).
 DM0172
 DM0172.The modeled gravity was interpolated from observed gravity values.
 DM0172
 DM0172;                    North         East    Units  Estimated Accuracy
 DM0172;SPC TXNC     - 2,190,020.      976,150.      MT  (+/- 180 meters Scaled)
 DM0172
 DM0172                          SUPERSEDED SURVEY CONTROL
 DM0172
 DM0172  NGVD 29 (??/??/92)   82.320  (m)          270.08   (f) ADJ UNCH    2 0
 DM0172
 DM0172.Superseded values are not recommended for survey control.
 DM0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0172.See file dsdata.txt to determine how the superseded data were derived.
 DM0172
 DM0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS641871(NAD 83)
 DM0172_MARKER: DD = SURVEY DISK
 DM0172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0172_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0172_STAMPING: 270 ADJ 1903
 DM0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0172
 DM0172  HISTORY     - Date     Condition        Report By
 DM0172  HISTORY     - 1903     MONUMENTED       USGS
 DM0172  HISTORY     - 1934     GOOD             NGS
 DM0172  HISTORY     - 1935     MARK NOT FOUND   NGS
 DM0172  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0172
 DM0172                          STATION DESCRIPTION
 DM0172
 DM0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0172'7.0 MI W FROM MAUD.
 DM0172'7.0 MILES WEST OF, ALONG ST.L.-S.W.RY.  ABOUT 1.1 MILES WEST OF
 DM0172'CARBONDALE.  60 FEET EAST OF 8TH TELEGRAPH POST WEST OF MILEPOST 444.
 DM0172'39 FEET NORTH OF TRACK C.L.  AT DIRT ROAD CROSSING AT ASHBURNS HOUSE.
 DM0172'IN RIGHT-OF-WAY OF RURAL ROAD.  3 INCH IRON PIPE.
 DM0172
 DM0172                          STATION RECOVERY (1935)
 DM0172
 DM0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0172'MARK NOT FOUND.
 DM0172
 DM0172                          STATION RECOVERY (1997)
 DM0172
 DM0172'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1016 ***********************************************************************
 BZ1016  DESIGNATION -  270 A
 BZ1016  PID         -  BZ1016
 BZ1016  STATE/COUNTY-  TX/BOSQUE
 BZ1016  USGS QUAD   -  CLIFTON (1979)
 BZ1016
 BZ1016                         *CURRENT SURVEY CONTROL
 BZ1016  ___________________________________________________________________
 BZ1016* NAD 83(1986)-  31 46 53.     (N)    097 34 17.     (W)     SCALED    
 BZ1016* NAVD 88     -       203.178  (meters)     666.59   (feet)  ADJUSTED  
 BZ1016  ___________________________________________________________________
 BZ1016  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BZ1016  DYNAMIC HT  -         202.921 (meters)     665.75  (feet)  COMP
 BZ1016  MODELED GRAV-     979,373.4   (mgal)                       NAVD 88
 BZ1016
 BZ1016  VERT ORDER  -  SECOND    CLASS 0
 BZ1016
 BZ1016.The horizontal coordinates were scaled from a topographic map and have
 BZ1016.an estimated accuracy of +/- 6 seconds.
 BZ1016
 BZ1016.The orthometric height was determined by differential leveling
 BZ1016.and adjusted by the National Geodetic Survey in June 1991..
 BZ1016
 BZ1016.The geoid height was determined by GEOID03.
 BZ1016
 BZ1016.The dynamic height is computed by dividing the NAVD 88
 BZ1016.geopotential number by the normal gravity value computed on the
 BZ1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1016.degrees latitude (g = 980.6199 gals.).
 BZ1016
 BZ1016.The modeled gravity was interpolated from observed gravity values.
 BZ1016
 BZ1016;                    North         East    Units  Estimated Accuracy
 BZ1016;SPC TX C     - 3,237,680.      961,570.      MT  (+/- 180 meters Scaled)
 BZ1016
 BZ1016                          SUPERSEDED SURVEY CONTROL
 BZ1016
 BZ1016  NGVD 29 (??/??/92)  203.141  (m)          666.47   (f) ADJ UNCH    2 0
 BZ1016
 BZ1016.Superseded values are not recommended for survey control.
 BZ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1016.See file dsdata.txt to determine how the superseded data were derived.
 BZ1016
 BZ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA352170(NAD 83)
 BZ1016_MARKER: X = CHISELED CROSS
 BZ1016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1016_SP_SET: BRIDGE
 BZ1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1016
 BZ1016  HISTORY     - Date     Condition        Report By
 BZ1016  HISTORY     - UNK      MONUMENTED       CGS
 BZ1016  HISTORY     - 1966     GOOD             NGS
 BZ1016  HISTORY     - 20010317 GOOD             USPSQD
 BZ1016  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1016
 BZ1016                          STATION DESCRIPTION
 BZ1016
 BZ1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1016'0.2 MI S FROM CLIFTON.
 BZ1016'ABOUT 0.2 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1016'FROM THE STATION AT CLIFTON, BOSQUE COUNTY, AT BRIDGE 270 A, AND ON
 BZ1016'THE TOP OF THE SOUTHWEST CORNER OF THE WEST CONCRETE HEAD WALL.  A
 BZ1016'CHISELED CROSS.  NOTE-- THE POINT IS BELIEVED TO BE IN PLACE.  THE
 BZ1016'HEADWALL IS COVERED WITH DIRT AND ROOK AND THE CROSS WAS PROBABLY
 BZ1016'OVERLOOKED.
 BZ1016
 BZ1016                          STATION RECOVERY (2001)
 BZ1016
 BZ1016'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ1016'RECOVERED IN GOOD CONDITION.
 BZ1016
 BZ1016                          STATION RECOVERY (2001)
 BZ1016
 BZ1016'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1018 ***********************************************************************
 BZ1018  DESIGNATION -  270 B
 BZ1018  PID         -  BZ1018
 BZ1018  STATE/COUNTY-  TX/BOSQUE
 BZ1018  USGS QUAD   -  CLIFTON (1979)
 BZ1018
 BZ1018                         *CURRENT SURVEY CONTROL
 BZ1018  ___________________________________________________________________
 BZ1018* NAD 83(1986)-  31 47 26.     (N)    097 34 35.     (W)     SCALED    
 BZ1018* NAVD 88     -       199.236  (meters)     653.66   (feet)  ADJUSTED  
 BZ1018  ___________________________________________________________________
 BZ1018  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BZ1018  DYNAMIC HT  -         198.985 (meters)     652.84  (feet)  COMP
 BZ1018  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 BZ1018
 BZ1018  VERT ORDER  -  SECOND    CLASS 0
 BZ1018
 BZ1018.The horizontal coordinates were scaled from a topographic map and have
 BZ1018.an estimated accuracy of +/- 6 seconds.
 BZ1018
 BZ1018.The orthometric height was determined by differential leveling
 BZ1018.and adjusted by the National Geodetic Survey in June 1991..
 BZ1018
 BZ1018.The geoid height was determined by GEOID03.
 BZ1018
 BZ1018.The dynamic height is computed by dividing the NAVD 88
 BZ1018.geopotential number by the normal gravity value computed on the
 BZ1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1018.degrees latitude (g = 980.6199 gals.).
 BZ1018
 BZ1018.The modeled gravity was interpolated from observed gravity values.
 BZ1018
 BZ1018;                    North         East    Units  Estimated Accuracy
 BZ1018;SPC TX C     - 3,238,690.      961,070.      MT  (+/- 180 meters Scaled)
 BZ1018
 BZ1018                          SUPERSEDED SURVEY CONTROL
 BZ1018
 BZ1018  NGVD 29 (??/??/92)  199.200  (m)          653.54   (f) ADJ UNCH    2 0
 BZ1018
 BZ1018.Superseded values are not recommended for survey control.
 BZ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1018.See file dsdata.txt to determine how the superseded data were derived.
 BZ1018
 BZ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA347181(NAD 83)
 BZ1018_MARKER: X = CHISELED CROSS
 BZ1018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1018_SP_SET: ABUTMENT
 BZ1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1018
 BZ1018  HISTORY     - Date     Condition        Report By
 BZ1018  HISTORY     - UNK      MONUMENTED       CGS
 BZ1018  HISTORY     - 1966     GOOD             NGS
 BZ1018  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1018
 BZ1018                          STATION DESCRIPTION
 BZ1018
 BZ1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1018'0.5 MI N FROM CLIFTON.
 BZ1018'ABOUT 0.5 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1018'FROM THE STATION AT CLIFTON, BOSQUE COUNTY, AT BRIDGE 270 B, AND ON
 BZ1018'THE TOP OF THE NORTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT.  A
 BZ1018'CHISELED CROSS.
 BZ1018
 BZ1018                          STATION RECOVERY (2001)
 BZ1018
 BZ1018'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ1018'EXTENSIVE REPAIRS ON BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3503 ***********************************************************************
 AW3503  DESIGNATION -  270+00 700
 AW3503  PID         -  AW3503
 AW3503  STATE/COUNTY-  TX/HARRIS
 AW3503  USGS QUAD   -  LA PORTE (1982)
 AW3503
 AW3503                         *CURRENT SURVEY CONTROL
 AW3503  ___________________________________________________________________
 AW3503* NAD 83(1986)-  29 43 39.     (N)    095 01 59.     (W)     SCALED    
 AW3503* NAVD 88     -         1.91   (+/-2cm)       6.3    (feet)  VERTCON   
 AW3503  ___________________________________________________________________
 AW3503  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3503
 AW3503  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3503
 AW3503.The horizontal coordinates were scaled from a topographic map and have
 AW3503.an estimated accuracy of +/- 6 seconds.
 AW3503
 AW3503.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3503.The vertical order pertains to the NGVD 29 superseded value.
 AW3503
 AW3503.The geoid height was determined by GEOID03.
 AW3503
 AW3503;                    North         East    Units  Estimated Accuracy
 AW3503;SPC TXSC     - 4,216,430.      983,680.      MT  (+/- 180 meters Scaled)
 AW3503
 AW3503                          SUPERSEDED SURVEY CONTROL
 AW3503
 AW3503  NGVD 29 (??/??/92)    1.907  (m)            6.26   (f) ADJ UNCH    1 2
 AW3503
 AW3503.Superseded values are not recommended for survey control.
 AW3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3503.See file dsdata.txt to determine how the superseded data were derived.
 AW3503
 AW3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN033903(NAD 83)
 AW3503_MARKER: DD = SURVEY DISK
 AW3503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3503_STAMPING: 270+00 700
 AW3503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3503+STABILITY: SURFACE MOTION
 AW3503
 AW3503  HISTORY     - Date     Condition        Report By
 AW3503  HISTORY     - UNK      MONUMENTED       USE
 AW3503  HISTORY     - 1964     GOOD             NGS
 AW3503
 AW3503                          STATION DESCRIPTION
 AW3503
 AW3503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3503'4.15 MI SE FROM LYNCHBURG.
 AW3503'ABOUT 4.15 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3503'SOUTH FERRY LANDING AT LYNCHBURG, ON ALEXANDER ISLAND, 120 YARDS WEST
 AW3503'OF A 12-INCH CONCRETE POST PROJECTING 10 FEET, ABOUT 75 YARDS NORTH OF
 AW3503'THE CENTER LINE OF A CLAY ROAD, 4 FEET SOUTH OF THE HIGH WATER LINE,
 AW3503'4.5 FEET NORTH OF A 4 X 4-INCH POST, AND SET IN THE TOP OF A CONCRETE
 AW3503'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0192 ***********************************************************************
 AB0192  DESIGNATION -  271
 AB0192  PID         -  AB0192
 AB0192  STATE/COUNTY-  TX/WILLACY
 AB0192  USGS QUAD   -  PORT MANSFIELD (1975)
 AB0192
 AB0192                         *CURRENT SURVEY CONTROL
 AB0192  ___________________________________________________________________
 AB0192* NAD 83(1986)-  26 32 57.     (N)    097 25 57.     (W)     SCALED    
 AB0192* NAVD 88     -         1.284  (meters)       4.21   (feet)  ADJUSTED  
 AB0192  ___________________________________________________________________
 AB0192  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AB0192  DYNAMIC HT  -           1.281 (meters)       4.20  (feet)  COMP
 AB0192  MODELED GRAV-     979,076.4   (mgal)                       NAVD 88
 AB0192
 AB0192  VERT ORDER  -  SECOND    CLASS 0
 AB0192
 AB0192.The horizontal coordinates were scaled from a topographic map and have
 AB0192.an estimated accuracy of +/- 6 seconds.
 AB0192
 AB0192.The orthometric height was determined by differential leveling
 AB0192.and adjusted by the National Geodetic Survey in June 1991..
 AB0192
 AB0192.The geoid height was determined by GEOID03.
 AB0192
 AB0192.The dynamic height is computed by dividing the NAVD 88
 AB0192.geopotential number by the normal gravity value computed on the
 AB0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0192.degrees latitude (g = 980.6199 gals.).
 AB0192
 AB0192.The modeled gravity was interpolated from observed gravity values.
 AB0192
 AB0192;                    North         East    Units  Estimated Accuracy
 AB0192;SPC TX S     - 5,098,220.      406,370.      MT  (+/- 180 meters Scaled)
 AB0192
 AB0192                          SUPERSEDED SURVEY CONTROL
 AB0192
 AB0192  NGVD 29 (??/??/92)    1.350  (m)            4.43   (f) ADJ UNCH    2 0
 AB0192
 AB0192.Superseded values are not recommended for survey control.
 AB0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0192.See file dsdata.txt to determine how the superseded data were derived.
 AB0192
 AB0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ561374(NAD 83)
 AB0192_MARKER: DD = SURVEY DISK
 AB0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0192_STAMPING: 271 1932
 AB0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0192+STABILITY: SURFACE MOTION
 AB0192
 AB0192  HISTORY     - Date     Condition        Report By
 AB0192  HISTORY     - 1932     MONUMENTED       DOD
 AB0192  HISTORY     - 1942     GOOD             NGS
 AB0192
 AB0192                          STATION DESCRIPTION
 AB0192
 AB0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0192'24.2 MI E FROM RAYMONDVILLE.
 AB0192'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0192'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0192'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0192'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0192'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 9.5 MILES TO A SHARP TURN
 AB0192'TO THE NORTH, TURN NORTH (LEFT) AND GO 2.7 MILES TO SITE OF BENCH
 AB0192'MARK.  BENCH MARK IS ABOUT 0.9 MILE SOUTHWEST OF LAGUNA MADRE, ABOUT
 AB0192'0.1 MILE NORTHEAST OF A CURVE IN THE ROAD, ABOUT 185.0 FEET SOUTHEAST
 AB0192'OF THE CENTERLINE OF THE ROAD, 85.0 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 AB0192'FENCE AND 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1019 ***********************************************************************
 BZ1019  DESIGNATION -  271 A
 BZ1019  PID         -  BZ1019
 BZ1019  STATE/COUNTY-  TX/BOSQUE
 BZ1019  USGS QUAD   -  CLIFTON (1979)
 BZ1019
 BZ1019                         *CURRENT SURVEY CONTROL
 BZ1019  ___________________________________________________________________
 BZ1019* NAD 83(1986)-  31 47 42.     (N)    097 34 42.     (W)     SCALED    
 BZ1019* NAVD 88     -       199.243  (meters)     653.68   (feet)  ADJUSTED  
 BZ1019  ___________________________________________________________________
 BZ1019  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BZ1019  DYNAMIC HT  -         198.991 (meters)     652.86  (feet)  COMP
 BZ1019  MODELED GRAV-     979,373.0   (mgal)                       NAVD 88
 BZ1019
 BZ1019  VERT ORDER  -  SECOND    CLASS 0
 BZ1019
 BZ1019.The horizontal coordinates were scaled from a topographic map and have
 BZ1019.an estimated accuracy of +/- 6 seconds.
 BZ1019
 BZ1019.The orthometric height was determined by differential leveling
 BZ1019.and adjusted by the National Geodetic Survey in June 1991..
 BZ1019
 BZ1019.The geoid height was determined by GEOID03.
 BZ1019
 BZ1019.The dynamic height is computed by dividing the NAVD 88
 BZ1019.geopotential number by the normal gravity value computed on the
 BZ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1019.degrees latitude (g = 980.6199 gals.).
 BZ1019
 BZ1019.The modeled gravity was interpolated from observed gravity values.
 BZ1019
 BZ1019;                    North         East    Units  Estimated Accuracy
 BZ1019;SPC TX C     - 3,239,180.      960,870.      MT  (+/- 180 meters Scaled)
 BZ1019
 BZ1019                          SUPERSEDED SURVEY CONTROL
 BZ1019
 BZ1019  NGVD 29 (??/??/92)  199.206  (m)          653.56   (f) ADJ UNCH    2 0
 BZ1019
 BZ1019.Superseded values are not recommended for survey control.
 BZ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1019.See file dsdata.txt to determine how the superseded data were derived.
 BZ1019
 BZ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA345185(NAD 83)
 BZ1019_MARKER: X = CHISELED CROSS
 BZ1019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1019_SP_SET: ABUTMENT
 BZ1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1019
 BZ1019  HISTORY     - Date     Condition        Report By
 BZ1019  HISTORY     - UNK      MONUMENTED       CGS
 BZ1019  HISTORY     - 1966     GOOD             NGS
 BZ1019  HISTORY     - 20010317 GOOD             USPSQD
 BZ1019
 BZ1019                          STATION DESCRIPTION
 BZ1019
 BZ1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1019'0.8 MI N FROM CLIFTON.
 BZ1019'ABOUT 0.8 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1019'FROM THE STATION AT CLIFTON, BOSQUE COUNTY, AT BRIDGE 271 A, AND ON
 BZ1019'THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT.  A
 BZ1019'CHISELED CROSS.  NOTE-- THE BENCH MARK MAY BE REACHED BY GOING 0.6
 BZ1019'MILE NORTH ALONG STATE HIGHWAY 6 FROM CLIFTON, THENCE 0.5 MILE EAST
 BZ1019'ALONG A DIRT ROAD TO SITE OF BENCH MARK.
 BZ1019
 BZ1019                          STATION RECOVERY (2001)
 BZ1019
 BZ1019'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0010 ***********************************************************************
 BP0010  DESIGNATION -  2711
 BP0010  PID         -  BP0010
 BP0010  STATE/COUNTY-  TX/PECOS
 BP0010  USGS QUAD   -  INDIAN MESA (1969)
 BP0010
 BP0010                         *CURRENT SURVEY CONTROL
 BP0010  ___________________________________________________________________
 BP0010* NAD 83(1986)-  30 53 38.     (N)    102 13 27.     (W)     SCALED    
 BP0010* NAVD 88     -       826.59   (+/-2cm)    2711.9    (feet)  VERTCON   
 BP0010  ___________________________________________________________________
 BP0010  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 BP0010
 BP0010  VERT ORDER  -  ? (See Below)
 BP0010
 BP0010.The horizontal coordinates were scaled from a topographic map and have
 BP0010.an estimated accuracy of +/- 6 seconds.
 BP0010
 BP0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0010.The vertical order pertains to the NGVD 29 superseded value.
 BP0010
 BP0010.The geoid height was determined by GEOID03.
 BP0010
 BP0010;                    North         East    Units  Estimated Accuracy
 BP0010;SPC TX C     - 3,137,580.      519,250.      MT  (+/- 180 meters Scaled)
 BP0010
 BP0010                          SUPERSEDED SURVEY CONTROL
 BP0010
 BP0010  NGVD 29 (??/??/92)  826.312  (m)         2710.99   (f) ADJ UNCH    ?  
 BP0010
 BP0010.Superseded values are not recommended for survey control.
 BP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0010.See file dsdata.txt to determine how the superseded data were derived.
 BP0010
 BP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ653211(NAD 83)
 BP0010_MARKER: X = CHISELED CROSS
 BP0010_SETTING: 66 = SET IN ROCK OUTCROP
 BP0010_SP_SET: ROCK OUTCROP
 BP0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0010+STABILITY: POSITION/ELEVATION WELL
 BP0010
 BP0010  HISTORY     - Date     Condition        Report By
 BP0010  HISTORY     - UNK      MONUMENTED       TXHD
 BP0010  HISTORY     - 1958     GOOD             NGS
 BP0010
 BP0010                          STATION DESCRIPTION
 BP0010
 BP0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0010'30.85 MI W FROM SHEFFIELD.
 BP0010'ABOUT 30.85 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0010'SHEFFIELD, A CHISELED CROSS IN THE TOP OF A FLAT ROCK OUTCROP, 101
 BP0010'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 336 FEET WEST OF
 BP0010'CONCRETE HIGHWAY MARKER NUMBER 2105+08, 51 FEET NORTH OF THE NORTH
 BP0010'HIGHWAY RIGHT OF WAY FENCE, ABOUT 100 YARDS NORTHEAST OF BENCH MARK J
 BP0010'106 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0392 ***********************************************************************
 CB0392  DESIGNATION -  2713
 CB0392  PID         -  CB0392
 CB0392  STATE/COUNTY-  TX/REAGAN
 CB0392  USGS QUAD   -  TEXON (1970)
 CB0392
 CB0392                         *CURRENT SURVEY CONTROL
 CB0392  ___________________________________________________________________
 CB0392* NAD 83(1986)-  31 13 32.     (N)    101 43 13.     (W)     SCALED    
 CB0392* NAVD 88     -       827.370  (meters)    2714.46   (feet)  ADJUSTED  
 CB0392  ___________________________________________________________________
 CB0392  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CB0392  DYNAMIC HT  -         826.164 (meters)    2710.51  (feet)  COMP
 CB0392  MODELED GRAV-     979,155.7   (mgal)                       NAVD 88
 CB0392
 CB0392  VERT ORDER  -  SECOND    CLASS 0
 CB0392
 CB0392.The horizontal coordinates were scaled from a topographic map and have
 CB0392.an estimated accuracy of +/- 6 seconds.
 CB0392
 CB0392.The orthometric height was determined by differential leveling
 CB0392.and adjusted by the National Geodetic Survey in June 1991..
 CB0392
 CB0392.The geoid height was determined by GEOID03.
 CB0392
 CB0392.The dynamic height is computed by dividing the NAVD 88
 CB0392.geopotential number by the normal gravity value computed on the
 CB0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0392.degrees latitude (g = 980.6199 gals.).
 CB0392
 CB0392.The modeled gravity was interpolated from observed gravity values.
 CB0392
 CB0392;                    North         East    Units  Estimated Accuracy
 CB0392;SPC TX C     - 3,173,640.      567,870.      MT  (+/- 180 meters Scaled)
 CB0392
 CB0392                          SUPERSEDED SURVEY CONTROL
 CB0392
 CB0392  NGVD 29 (??/??/92)  827.026  (m)         2713.33   (f) ADJ UNCH    2 0
 CB0392
 CB0392.Superseded values are not recommended for survey control.
 CB0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0392.See file dsdata.txt to determine how the superseded data were derived.
 CB0392
 CB0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV408577(NAD 83)
 CB0392_MARKER: DD = SURVEY DISK
 CB0392_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 CB0392_SP_SET: ROCK
 CB0392_STAMPING: TEX 1920 2713
 CB0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0392
 CB0392  HISTORY     - Date     Condition        Report By
 CB0392  HISTORY     - 1920     MONUMENTED       USGS
 CB0392  HISTORY     - 1934     GOOD             NGS
 CB0392  HISTORY     - 1940     GOOD             NGS
 CB0392
 CB0392                          STATION DESCRIPTION
 CB0392
 CB0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0392'5.8 MI W FROM BEST.
 CB0392'5.8 MILES W OF AND ALONG THE S.F.R.R. 50 FT. N OF TRACK.  25 FT. S OF
 CB0392'DIRT ROAD.  6 FT. SE OF MILE POST 806.5.  DISK IS SET IN TOP OF ROCK.
 CB0392
 CB0392                          STATION RECOVERY (1940)
 CB0392
 CB0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2901 ***********************************************************************
 CS2901  DESIGNATION -  272
 CS2901  PID         -  CS2901
 CS2901  STATE/COUNTY-  TX/TARRANT
 CS2901  USGS QUAD   -  HURST (1981)
 CS2901
 CS2901                         *CURRENT SURVEY CONTROL
 CS2901  ___________________________________________________________________
 CS2901* NAD 83(1993)-  32 46 37.42853(N)    097 13 16.81543(W)     ADJUSTED  
 CS2901* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 CS2901  ___________________________________________________________________
 CS2901  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 CS2901  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS2901
 CS2901  HORZ ORDER  -  SECOND
 CS2901
 CS2901.The horizontal coordinates were established by classical geodetic methods
 CS2901.and adjusted by the National Geodetic Survey in February 1996..
 CS2901
 CS2901.The orthometric height was scaled from a topographic map.
 CS2901
 CS2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2901
 CS2901.The geoid height was determined by GEOID03.
 CS2901
 CS2901;                    North         East     Units Scale Factor Converg.
 CS2901;SPC TXNC     - 2,123,860.669   719,777.874   MT  0.99988404   +0 41 50.6
 CS2901;SPC TXNC     - 6,968,032.88  2,361,471.24   sFT  0.99988404   +0 41 50.6
 CS2901;UTM  14      - 3,627,972.699   666,582.994   MT  0.99994218   +0 57 47.3
 CS2901
 CS2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2901!SPC TXNC     -   0.99997795  x   0.99988404  =   0.99986199
 CS2901!UTM  14      -   0.99997795  x   0.99994218  =   0.99992013
 CS2901
 CS2901:                Primary Azimuth Mark                     Grid Az
 CS2901:SPC TXNC     -  272 AZ MK                                000 16 20.3
 CS2901:UTM  14      -  272 AZ MK                                000 00 23.6
 CS2901
 CS2901|---------------------------------------------------------------------|
 CS2901| PID    Reference Object                     Distance      Geod. Az  |
 CS2901|                                                           dddmmss.s |
 CS2901| CX9704 272 AZ MK                                          0005810.9 |
 CS2901| CS2906 WALKER 2                            APPROX. 3.5 KM 0022829.1 |
 CS2901| CX9706 272 RM 2                             34.771 METERS 26934     |
 CS2901| CX9705 272 RM 1                             26.011 METERS 34739     |
 CS2901|---------------------------------------------------------------------|
 CS2901
 CS2901                          SUPERSEDED SURVEY CONTROL
 CS2901
 CS2901  NAD 83(1993)-  32 46 37.43210(N)    097 13 16.79879(W) AD(       ) 2
 CS2901  NAD 83(1986)-  32 46 37.43297(N)    097 13 16.79829(W) AD(       ) 2
 CS2901  NAD 27      -  32 46 36.96600(N)    097 13 15.75100(W) AD(       ) 2
 CS2901
 CS2901.Superseded values are not recommended for survey control.
 CS2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2901.See file dsdata.txt to determine how the superseded data were derived.
 CS2901
 CS2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6658327973(NAD 83)
 CS2901_MARKER: DB = BENCH MARK DISK
 CS2901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2901
 CS2901  HISTORY     - Date     Condition        Report By
 CS2901  HISTORY     - 1947     MONUMENTED       TXGS
 CS2901  HISTORY     - 1963     GOOD             CGS
 CS2901  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 CS2901
 CS2901                          STATION DESCRIPTION
 CS2901
 CS2901'DESCRIBED BY TEXAS GEODETIC SURVEY 1947 (FRG)
 CS2901'ALONG THE SOUTH BANK OF THE WEST FORK OF THE TRINITY RIVER,
 CS2901'ABOUT 7 MILES NORTHEAST OF FORT WORTH AND 4 MILES SOUTH WEST
 CS2901'OF HURST.  IT IS IN THE APPROXIMATE CENTER OF THE SOUTH SIDE
 CS2901'OF A ROUGH TRIANGLE FORMED BY THE JUNCTION OF AN EAST-WEST
 CS2901'ROAD AND A NORTH-SOUTH ROAD, 41 FEET SOUTH OF THE APPROXIMATE
 CS2901'CENTER LINE OF THE EAST AND WEST ROAD, 170 FEET EAST OF THE
 CS2901'EASTERN POINT OF THE TRIANGLE.  THE MARK IS A 6 BY 6 INCH
 CS2901'CONCRETE POST THAT PROJECTS ABOUT 8 INCHES AND THE STANDARD
 CS2901'BENCH-MARK DISC IS STAMPED 272.
 CS2901'
 CS2901'REFERENCE MARK NO. 1 IS 85.34 FEET NORTH OF THE STATION,
 CS2901'18 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD ALONG THE
 CS2901'NORTHWESTERN SIDE OF THE TRIANGLE FORMED BY THE JUNCTION OF
 CS2901'THE ROADS.  THE MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED BM
 CS2901'272 NO 1.
 CS2901'
 CS2901'REFERENCE MARK NO. 2 IS 114.08 FEET WEST OF THE STATION,
 CS2901'55 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE ROAD
 CS2901'JUNCTION AT THE WEST POINT OF THE ABOVE MENTIONED TRIANGLE.
 CS2901'THE MARK PROJECTS 4 INCHES AND THE DISC IS STAMPED BM 272 NO 2
 CS2901'
 CS2901'AZIMUTH MARK IS 0.35 MILE NORTH OF STATION, 18 FEET EAST OF THE
 CS2901'CENTERLINE OF THE ROAD, 2 FEET WEST OF FENCE LINE AND 1.9 FEET
 CS2901'SOUTH OF WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 CS2901'DISC IS STAMPED BM 272.
 CS2901'
 CS2901'STATION WAS REACHED FROM THE COURT HOUSE IN FORT WORTH BY GOING
 CS2901'EAST ON STATE ROUTE 183 FOR 7.3 MILES TO A SIDE ROAD TO THE
 CS2901'RIGHT.  THIS ROAD IS 1.4 MILES EAST OF THE JUNCTION OF STATE
 CS2901'ROUTE 183 AND 121.  TURN RIGHT OR SOUTH AND GO 2.1 MILES
 CS2901'TO A BRIDGE ACROSS RIVER.  CROSS BRIDGE AND CONTINUE 0.05 MILE
 CS2901'TO T-INTERSECTION AND TRIANGLE FORMED BY THIS INTERSECTION AND
 CS2901'THE STATION SITE.
 CS2901'
 CS2901'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING NORTH ON
 CS2901'GRAVEL ROAD FOR 0.35 MILE AND THE MARK ON THE RIGHT NEAR
 CS2901'UNDERGROUND PIPELINE AS INDICATED BY SIGNS AND FENCE POSTS
 CS2901'PAINTED WHITE.
 CS2901'
 CS2901'THE STATION MARK IS A TEXAS GEODETIC SURVEY MARK.
 CS2901'
 CS2901'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2901
 CS2901                          STATION RECOVERY (1963)
 CS2901
 CS2901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2901'THE STATION MARK, REFERENCE MARK NO. 1 AND NO. 2 RECOVERED.
 CS2901'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE STATION MARK
 CS2901'HAS BEEN HIT AND IS LOOSE IN THE GROUND.  REFERENCE MARK NO.
 CS2901'1 IS IN GOOD CONDITION BUT IS 4 INCHES BELOW THE SURFACE OF THE
 CS2901'GROUND.  REFERENCE MARK NO. 2 DISK HAS BEEN DESTROYED, PART
 CS2901'OF THE STEM IS ALL THAT REMAINS IN THE CONCRETE POST.  THE
 CS2901'AZIMUTH MARK MAY STILL EXIST BUT IS COVERED WITH HEAVY BRUSH
 CS2901'ALONG A HEDGE ROW.
 CS2901'
 CS2901'THE STATION WAS REACHED FROM THE JUNCTION OF STATE HIGHWAYS
 CS2901'121 AND 183 WHICH IS ABOUT 7 MILES EAST OF FORT WORTH AT RICHLAND
 CS2901'HILLS, BY GOING EAST ON STATE HIGHWAY 183 FOR 1.4 MILES TO THE
 CS2901'HANDLEY-EDERVILLE ROAD, THENCE SOUTH ON HANDLEY-EDERVILLE
 CS2901'ROAD FOR 2.15 MILES TO BRIDGE ACROSS WEST FORK OF TRINITY
 CS2901'RIVER, THENCE CONTINUE SOUTH 0.1 MILE TO STATION AS DESCRIBED.
 CS2901
 CS2901                          STATION RECOVERY (1997)
 CS2901
 CS2901'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0220 ***********************************************************************
 BA0220  DESIGNATION -  2722
 BA0220  PID         -  BA0220
 BA0220  STATE/COUNTY-  TX/BREWSTER
 BA0220  USGS QUAD   -  TERLINGUA (1971)
 BA0220
 BA0220                         *CURRENT SURVEY CONTROL
 BA0220  ___________________________________________________________________
 BA0220* NAD 83(1986)-  29 18 40.     (N)    103 37 06.     (W)     SCALED    
 BA0220* NAVD 88     -       831.174  (meters)    2726.94   (feet)  POSTED    
 BA0220  ___________________________________________________________________
 BA0220  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 BA0220  DYNAMIC HT  -         829.830 (meters)    2722.53  (feet)  COMP
 BA0220  MODELED GRAV-     979,001.1   (mgal)                       NAVD 88
 BA0220
 BA0220  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0220
 BA0220.The horizontal coordinates were scaled from a topographic map and have
 BA0220.an estimated accuracy of +/- 6 seconds.
 BA0220
 BA0220.The orthometric height was determined by differential leveling
 BA0220.and adjusted by the National Geodetic Survey in 1992..
 BA0220.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0220.rate of 4.1 thru 8.0 mm/km.
 BA0220
 BA0220.The geoid height was determined by GEOID03.
 BA0220
 BA0220.The dynamic height is computed by dividing the NAVD 88
 BA0220.geopotential number by the normal gravity value computed on the
 BA0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0220.degrees latitude (g = 980.6199 gals.).
 BA0220
 BA0220.The modeled gravity was interpolated from observed gravity values.
 BA0220
 BA0220;                    North         East    Units  Estimated Accuracy
 BA0220;SPC TXSC     - 4,172,630.      151,530.      MT  (+/- 180 meters Scaled)
 BA0220
 BA0220                          SUPERSEDED SURVEY CONTROL
 BA0220
 BA0220  NGVD 29 (??/??/92)  830.730  (m)         2725.49   (f) ADJ UNCH    1 2
 BA0220
 BA0220.Superseded values are not recommended for survey control.
 BA0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0220.See file dsdata.txt to determine how the superseded data were derived.
 BA0220
 BA0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN341432(NAD 83)
 BA0220_MARKER: P = PIPE CAP
 BA0220_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BA0220_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BA0220_STAMPING: 2722
 BA0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0220
 BA0220  HISTORY     - Date     Condition        Report By
 BA0220  HISTORY     - UNK      MONUMENTED       USGS
 BA0220  HISTORY     - 1958     GOOD             NGS
 BA0220  HISTORY     - 1967     MARK NOT FOUND   NGS
 BA0220  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0220
 BA0220                          STATION DESCRIPTION
 BA0220
 BA0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0220'1.35 MI SW FROM TERLINGUA.
 BA0220'ABOUT 0.3 MILE EAST ALONG A GRADED DIRT ROAD FROM THE LA CANTINA
 BA0220'GROCERY STORE AT TERLINGUA, THENCE 1.05 MILES SOUTHWEST ALONG A GRADED
 BA0220'DIRT ROAD.  74 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ON THE
 BA0220'NORTHEAST BANK OF THE TERLINGUA CREEK, 2 1/2 FEET WEST OF A WHITE
 BA0220'WOODEN WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD, AND ON
 BA0220'THE TOP OF A 3 1/2-IRON PIPE PROJECTING 1 FOOT.
 BA0220
 BA0220                          STATION RECOVERY (1967)
 BA0220
 BA0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BA0220'MARK NOT FOUND.
 BA0220
 BA0220                          STATION RECOVERY (2001)
 BA0220
 BA0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0220'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0390 ***********************************************************************
 CB0390  DESIGNATION -  2727 USGS
 CB0390  PID         -  CB0390
 CB0390  STATE/COUNTY-  TX/REAGAN
 CB0390  USGS QUAD   -  TEXON (1970)
 CB0390
 CB0390                         *CURRENT SURVEY CONTROL
 CB0390  ___________________________________________________________________
 CB0390* NAD 83(1986)-  31 13 25.     (N)    101 39 08.     (W)     SCALED    
 CB0390* NAVD 88     -       831.519  (meters)    2728.08   (feet)  ADJUSTED  
 CB0390  ___________________________________________________________________
 CB0390  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CB0390  DYNAMIC HT  -         830.305 (meters)    2724.09  (feet)  COMP
 CB0390  MODELED GRAV-     979,153.7   (mgal)                       NAVD 88
 CB0390
 CB0390  VERT ORDER  -  SECOND    CLASS 0
 CB0390
 CB0390.The horizontal coordinates were scaled from a topographic map and have
 CB0390.an estimated accuracy of +/- 6 seconds.
 CB0390
 CB0390.The orthometric height was determined by differential leveling
 CB0390.and adjusted by the National Geodetic Survey in June 1991..
 CB0390
 CB0390.The geoid height was determined by GEOID03.
 CB0390
 CB0390.The dynamic height is computed by dividing the NAVD 88
 CB0390.geopotential number by the normal gravity value computed on the
 CB0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0390.degrees latitude (g = 980.6199 gals.).
 CB0390
 CB0390.The modeled gravity was interpolated from observed gravity values.
 CB0390
 CB0390;                    North         East    Units  Estimated Accuracy
 CB0390;SPC TX C     - 3,173,340.      574,350.      MT  (+/- 180 meters Scaled)
 CB0390
 CB0390                          SUPERSEDED SURVEY CONTROL
 CB0390
 CB0390  NGVD 29 (??/??/92)  831.279  (m)         2727.29   (f) ADJ UNCH    2 0
 CB0390
 CB0390.Superseded values are not recommended for survey control.
 CB0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0390.See file dsdata.txt to determine how the superseded data were derived.
 CB0390
 CB0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV473574(NAD 83)
 CB0390_MARKER: DD = SURVEY DISK
 CB0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0390_SP_SET: IRON POST
 CB0390_STAMPING: TEX 1920 2727
 CB0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0390
 CB0390  HISTORY     - Date     Condition        Report By
 CB0390  HISTORY     - 1920     MONUMENTED       USGS
 CB0390  HISTORY     - 1934     GOOD             NGS
 CB0390  HISTORY     - 1940     GOOD             NGS
 CB0390  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0390
 CB0390                          STATION DESCRIPTION
 CB0390
 CB0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0390'2.0 MI W FROM BEST.
 CB0390'2.0 W OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.3 MILE E OF RITA
 CB0390'SANTA.  60 FT N OF TRACK.  100 FT. S OF DIRT ROAD.  AN IRON POST.
 CB0390
 CB0390                          STATION RECOVERY (1940)
 CB0390
 CB0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0390'RECOVERED IN GOOD CONDITION.
 CB0390
 CB0390                          STATION RECOVERY (1981)
 CB0390
 CB0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0394 ***********************************************************************
 CB0394  DESIGNATION -  2727.2 USGS
 CB0394  PID         -  CB0394
 CB0394  STATE/COUNTY-  TX/UPTON
 CB0394  USGS QUAD   -  RANKIN NE (1970)
 CB0394
 CB0394                         *CURRENT SURVEY CONTROL
 CB0394  ___________________________________________________________________
 CB0394* NAD 83(1986)-  31 13 39.     (N)    101 47 17.     (W)     SCALED    
 CB0394* NAVD 88     -       831.620  (meters)    2728.41   (feet)  ADJUSTED  
 CB0394  ___________________________________________________________________
 CB0394  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CB0394  DYNAMIC HT  -         830.407 (meters)    2724.43  (feet)  COMP
 CB0394  MODELED GRAV-     979,154.0   (mgal)                       NAVD 88
 CB0394
 CB0394  VERT ORDER  -  FIRST     CLASS II
 CB0394
 CB0394.The horizontal coordinates were scaled from a topographic map and have
 CB0394.an estimated accuracy of +/- 6 seconds.
 CB0394
 CB0394.The orthometric height was determined by differential leveling
 CB0394.and adjusted by the National Geodetic Survey in June 1991..
 CB0394
 CB0394.The geoid height was determined by GEOID03.
 CB0394
 CB0394.The dynamic height is computed by dividing the NAVD 88
 CB0394.geopotential number by the normal gravity value computed on the
 CB0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0394.degrees latitude (g = 980.6199 gals.).
 CB0394
 CB0394.The modeled gravity was interpolated from observed gravity values.
 CB0394
 CB0394;                    North         East    Units  Estimated Accuracy
 CB0394;SPC TX C     - 3,173,930.      561,420.      MT  (+/- 180 meters Scaled)
 CB0394
 CB0394                          SUPERSEDED SURVEY CONTROL
 CB0394
 CB0394.No superseded survey control is available for this station.
 CB0394
 CB0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV344581(NAD 83)
 CB0394_MARKER: DD = SURVEY DISK
 CB0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0394_SP_SET: IRON POST
 CB0394_STAMPING: TEX 1920 2727.2
 CB0394_MARK LOGO: USGS  
 CB0394_PROJECTION: PROJECTING 10 CENTIMETERS
 CB0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0394_ROD/PIPE-DEPTH: 3.0  meters
 CB0394
 CB0394  HISTORY     - Date     Condition        Report By
 CB0394  HISTORY     - 1920     MONUMENTED       USGS
 CB0394  HISTORY     - 1934     GOOD             NGS
 CB0394  HISTORY     - 1940     GOOD             NGS
 CB0394  HISTORY     - 1981     GOOD             NGS
 CB0394
 CB0394                          STATION DESCRIPTION
 CB0394
 CB0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0394'9.7 MI E FROM RANKIN.
 CB0394'9.7 MILES E OF AND ALONG THE PANHANDLE AND S.F.R.R. 50 FT. N OF
 CB0394'TRACKS.  80 FT. S OF DIRT ROAD.  6 FT. W OF MILE POST 810.5.  AN IRON
 CB0394'POST WITH BRONZE CAP.
 CB0394
 CB0394                          STATION RECOVERY (1940)
 CB0394
 CB0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0394'RECOVERED IN GOOD CONDITION.
 CB0394
 CB0394                          STATION RECOVERY (1981)
 CB0394
 CB0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0394'15.4 KM (9.55 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CB0394'WITH STATE HIGHWAY 349 IN RANKIN, THENCE 0.5 KM (0.3 MI) SOUTH ALONG A
 CB0394'DIRT ROAD, THENCE 0.5 KM (0.3 MI) WEST ALONG THE ATCHISON, TOPEKA AND
 CB0394'SANTA FE RAILROAD, 12.5 METERS (41.0 FT) NORTH OF THE NEAR RAIL, 1.9
 CB0394'METERS (6.2 FT) WEST OF A UTILITY POLE AND 0.5 METER (1.6 FT) SOUTH OF
 CB0394'A FENCE.
 CB0394'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CB0394'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1021 ***********************************************************************
 BZ1021  DESIGNATION -  273 A
 BZ1021  PID         -  BZ1021
 BZ1021  STATE/COUNTY-  TX/BOSQUE
 BZ1021  USGS QUAD   -  CLIFTON (1979)
 BZ1021
 BZ1021                         *CURRENT SURVEY CONTROL
 BZ1021  ___________________________________________________________________
 BZ1021* NAD 83(1986)-  31 49 21.     (N)    097 35 23.     (W)     SCALED    
 BZ1021* NAVD 88     -       204.681  (meters)     671.52   (feet)  ADJUSTED  
 BZ1021  ___________________________________________________________________
 BZ1021  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BZ1021  DYNAMIC HT  -         204.422 (meters)     670.67  (feet)  COMP
 BZ1021  MODELED GRAV-     979,372.1   (mgal)                       NAVD 88
 BZ1021
 BZ1021  VERT ORDER  -  SECOND    CLASS 0
 BZ1021
 BZ1021.The horizontal coordinates were scaled from a topographic map and have
 BZ1021.an estimated accuracy of +/- 6 seconds.
 BZ1021
 BZ1021.The orthometric height was determined by differential leveling
 BZ1021.and adjusted by the National Geodetic Survey in June 1991..
 BZ1021
 BZ1021.The geoid height was determined by GEOID03.
 BZ1021
 BZ1021.The dynamic height is computed by dividing the NAVD 88
 BZ1021.geopotential number by the normal gravity value computed on the
 BZ1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1021.degrees latitude (g = 980.6199 gals.).
 BZ1021
 BZ1021.The modeled gravity was interpolated from observed gravity values.
 BZ1021
 BZ1021;                    North         East    Units  Estimated Accuracy
 BZ1021;SPC TX C     - 3,242,200.      959,720.      MT  (+/- 180 meters Scaled)
 BZ1021
 BZ1021                          SUPERSEDED SURVEY CONTROL
 BZ1021
 BZ1021  NGVD 29 (??/??/92)  204.644  (m)          671.40   (f) ADJ UNCH    2 0
 BZ1021
 BZ1021.Superseded values are not recommended for survey control.
 BZ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1021.See file dsdata.txt to determine how the superseded data were derived.
 BZ1021
 BZ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA334216(NAD 83)
 BZ1021_MARKER: X = CHISELED CROSS
 BZ1021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1021_SP_SET: BRIDGE
 BZ1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1021
 BZ1021  HISTORY     - Date     Condition        Report By
 BZ1021  HISTORY     - UNK      MONUMENTED       CGS
 BZ1021  HISTORY     - 1966     GOOD             NGS
 BZ1021
 BZ1021                          STATION DESCRIPTION
 BZ1021
 BZ1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1021'3.0 MI N FROM CLIFTON.
 BZ1021'ABOUT 3.0 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1021'FROM THE STATION AT CLIFTON, BOSQUE COUNTY, AT BRIDGE 273 A, AND ON
 BZ1021'THE TOP OF THE SOUTHWEST CORNER OF THE WEST CONCRETE HEAD WALL.  A
 BZ1021'CHISELED CROSS.  NOTE-- THE CULVERT WAS REPAIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0565 ***********************************************************************
 CC0565  DESIGNATION -  2734.02 TXHD
 CC0565  PID         -  CC0565
 CC0565  STATE/COUNTY-  TX/REEVES
 CC0565  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0565
 CC0565                         *CURRENT SURVEY CONTROL
 CC0565  ___________________________________________________________________
 CC0565* NAD 83(1986)-  31 39 00.     (N)    103 40 49.     (W)     SCALED    
 CC0565* NAVD 88     -       833.776  (meters)    2735.48   (feet)  ADJUSTED  
 CC0565  ___________________________________________________________________
 CC0565  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CC0565  DYNAMIC HT  -         832.548 (meters)    2731.45  (feet)  COMP
 CC0565  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 CC0565
 CC0565  VERT ORDER  -  FIRST     CLASS II
 CC0565
 CC0565.The horizontal coordinates were scaled from a topographic map and have
 CC0565.an estimated accuracy of +/- 6 seconds.
 CC0565
 CC0565.The orthometric height was determined by differential leveling
 CC0565.and adjusted by the National Geodetic Survey in June 1991..
 CC0565
 CC0565.The geoid height was determined by GEOID03.
 CC0565
 CC0565.The dynamic height is computed by dividing the NAVD 88
 CC0565.geopotential number by the normal gravity value computed on the
 CC0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0565.degrees latitude (g = 980.6199 gals.).
 CC0565
 CC0565.The modeled gravity was interpolated from observed gravity values.
 CC0565
 CC0565;                    North         East    Units  Estimated Accuracy
 CC0565;SPC TX C     - 3,224,640.      382,610.      MT  (+/- 180 meters Scaled)
 CC0565
 CC0565                          SUPERSEDED SURVEY CONTROL
 CC0565
 CC0565.No superseded survey control is available for this station.
 CC0565
 CC0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR251023(NAD 83)
 CC0565_MARKER: DB = BENCH MARK DISK
 CC0565_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CC0565_SP_SET: HEADWALL
 CC0565_STAMPING: 2734.02
 CC0565_MARK LOGO: TXHD  
 CC0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0565
 CC0565  HISTORY     - Date     Condition        Report By
 CC0565  HISTORY     - UNK      MONUMENTED       TXHD
 CC0565  HISTORY     - 1981     GOOD             NGS
 CC0565
 CC0565                          STATION DESCRIPTION
 CC0565
 CC0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0565'29.9 KM (18.55 MI) SE FROM ORLA.
 CC0565'29.9 KM (18.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0565'WITH FARM ROAD 652 IN ORLA, IN TOP OF AND 0.5 METER (1.5 FT)
 CC0565'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A
 CC0565'MASSIVE 6-CHANNEL CONCRETE CULVERT, 7.3 METERS (24.0 FT) SOUTHWEST
 CC0565'OF THE CENTERLINE OF THE HIGHWAY.
 CC0565'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0207 ***********************************************************************
 DM0207  DESIGNATION -  274
 DM0207  PID         -  DM0207
 DM0207  STATE/COUNTY-  TX/BOWIE
 DM0207  USGS QUAD   -  TEXARKANA (1975)
 DM0207
 DM0207                         *CURRENT SURVEY CONTROL
 DM0207  ___________________________________________________________________
 DM0207* NAD 83(1986)-  33 23 00.     (N)    094 03 48.     (W)     SCALED    
 DM0207* NAVD 88     -        83.430  (meters)     273.72   (feet)  ADJUSTED  
 DM0207  ___________________________________________________________________
 DM0207  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM0207  DYNAMIC HT  -          83.341 (meters)     273.43  (feet)  COMP
 DM0207  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DM0207
 DM0207  VERT ORDER  -  SECOND    CLASS 0
 DM0207
 DM0207.The horizontal coordinates were scaled from a topographic map and have
 DM0207.an estimated accuracy of +/- 6 seconds.
 DM0207
 DM0207.The orthometric height was determined by differential leveling
 DM0207.and adjusted by the National Geodetic Survey in June 1991..
 DM0207
 DM0207.The geoid height was determined by GEOID03.
 DM0207
 DM0207.The dynamic height is computed by dividing the NAVD 88
 DM0207.geopotential number by the normal gravity value computed on the
 DM0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0207.degrees latitude (g = 980.6199 gals.).
 DM0207
 DM0207.The modeled gravity was interpolated from observed gravity values.
 DM0207
 DM0207;                    North         East    Units  Estimated Accuracy
 DM0207;SPC TXNC     - 2,199,080.    1,012,650.      MT  (+/- 180 meters Scaled)
 DM0207
 DM0207                          SUPERSEDED SURVEY CONTROL
 DM0207
 DM0207  NGVD 29 (??/??/92)   83.455  (m)          273.80   (f) ADJ UNCH    2 0
 DM0207
 DM0207.Superseded values are not recommended for survey control.
 DM0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0207.See file dsdata.txt to determine how the superseded data were derived.
 DM0207
 DM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS010942(NAD 83)
 DM0207_MARKER: P = PIPE CAP
 DM0207_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0207_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0207_STAMPING: 273.802 ADJ 1903
 DM0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0207
 DM0207  HISTORY     - Date     Condition        Report By
 DM0207  HISTORY     - 1903     MONUMENTED       USGS
 DM0207  HISTORY     - 1934     GOOD             NGS
 DM0207  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0207
 DM0207                          STATION DESCRIPTION
 DM0207
 DM0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0207'2.9 MI S FROM TEXARKANA.
 DM0207'ABOUT 2.9 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 DM0207'STATION AT TEXARKANA, BOWIE COUNTY, ABOUT 0.1 MILE NORTH OF MILEPOST
 DM0207'3, SOUTH OF A ROAD CROSSING, JUST EAST OF THE INTERNATIONAL CREOSOTING
 DM0207'AND CONSTRUCTION CO. YARDS, AND ABOUT 50 FEET EAST OF THE CENTER LINE
 DM0207'OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DM0207'273.802 ADJ 1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DM0207
 DM0207                          STATION RECOVERY (1997)
 DM0207
 DM0207'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0703 ***********************************************************************
 FL0703  DESIGNATION -  2743.3
 FL0703  PID         -  FL0703
 FL0703  STATE/COUNTY-  TX/HUTCHINSON
 FL0703  USGS QUAD   -  PHILLIPS (1978)
 FL0703
 FL0703                         *CURRENT SURVEY CONTROL
 FL0703  ___________________________________________________________________
 FL0703* NAD 83(1986)-  35 44 39.     (N)    101 20 42.     (W)     SCALED    
 FL0703* NAVD 88     -       836.539  (meters)    2744.55   (feet)  ADJUSTED  
 FL0703  ___________________________________________________________________
 FL0703  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FL0703  DYNAMIC HT  -         835.617 (meters)    2741.52  (feet)  COMP
 FL0703  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 FL0703
 FL0703  VERT ORDER  -  SECOND    CLASS 0
 FL0703
 FL0703.The horizontal coordinates were scaled from a topographic map and have
 FL0703.an estimated accuracy of +/- 6 seconds.
 FL0703
 FL0703.The orthometric height was determined by differential leveling
 FL0703.and adjusted by the National Geodetic Survey in June 1991..
 FL0703
 FL0703.The geoid height was determined by GEOID03.
 FL0703
 FL0703.The dynamic height is computed by dividing the NAVD 88
 FL0703.geopotential number by the normal gravity value computed on the
 FL0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0703.degrees latitude (g = 980.6199 gals.).
 FL0703
 FL0703.The modeled gravity was interpolated from observed gravity values.
 FL0703
 FL0703;                    North         East    Units  Estimated Accuracy
 FL0703;SPC TX N     - 1,193,510.      214,020.      MT  (+/- 180 meters Scaled)
 FL0703
 FL0703                          SUPERSEDED SURVEY CONTROL
 FL0703
 FL0703  NGVD 29 (??/??/92)  836.111  (m)         2743.14   (f) ADJ UNCH    2 0
 FL0703
 FL0703.Superseded values are not recommended for survey control.
 FL0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0703.See file dsdata.txt to determine how the superseded data were derived.
 FL0703
 FL0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE879581(NAD 83)
 FL0703_MARKER: Q = CHISELED SQUARE
 FL0703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0703_SP_SET: PIER
 FL0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0703
 FL0703  HISTORY     - Date     Condition        Report By
 FL0703  HISTORY     - UNK      MONUMENTED       USGS
 FL0703  HISTORY     - 1935     GOOD             NGS
 FL0703
 FL0703                          STATION DESCRIPTION
 FL0703
 FL0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0703'4.7 MI SW FROM PLEMONS.
 FL0703'4.7 MILES SOUTHWEST ALONG THE BORGER ROAD FROM THE POST OFFICE AT
 FL0703'PLEMONS, AT A BRIDGE OVER CANADIAN RIVER, ON THE TOP OF THE DOWNSTREAM
 FL0703'SIDE OF THE SOUTH CONCRETE PIER, 10 INCHES NORTH OF THE SOUTH EDGE,
 FL0703'AND 4 INCHES WEST OF THE WEST EDGE.  A CHISELED SQUARE NEAR THE
 FL0703'PAINTED LETTERS USBM 2743.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0566 ***********************************************************************
 CC0566  DESIGNATION -  2746.29 TXHD
 CC0566  PID         -  CC0566
 CC0566  STATE/COUNTY-  TX/REEVES
 CC0566  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0566
 CC0566                         *CURRENT SURVEY CONTROL
 CC0566  ___________________________________________________________________
 CC0566* NAD 83(1986)-  31 38 38.     (N)    103 39 35.     (W)     SCALED    
 CC0566* NAVD 88     -       837.493  (meters)    2747.68   (feet)  ADJUSTED  
 CC0566  ___________________________________________________________________
 CC0566  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CC0566  DYNAMIC HT  -         836.261 (meters)    2743.63  (feet)  COMP
 CC0566  MODELED GRAV-     979,142.2   (mgal)                       NAVD 88
 CC0566
 CC0566  VERT ORDER  -  FIRST     CLASS II
 CC0566
 CC0566.The horizontal coordinates were scaled from a topographic map and have
 CC0566.an estimated accuracy of +/- 6 seconds.
 CC0566
 CC0566.The orthometric height was determined by differential leveling
 CC0566.and adjusted by the National Geodetic Survey in June 1991..
 CC0566
 CC0566.The geoid height was determined by GEOID03.
 CC0566
 CC0566.The dynamic height is computed by dividing the NAVD 88
 CC0566.geopotential number by the normal gravity value computed on the
 CC0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0566.degrees latitude (g = 980.6199 gals.).
 CC0566
 CC0566.The modeled gravity was interpolated from observed gravity values.
 CC0566
 CC0566;                    North         East    Units  Estimated Accuracy
 CC0566;SPC TX C     - 3,223,910.      384,540.      MT  (+/- 180 meters Scaled)
 CC0566
 CC0566                          SUPERSEDED SURVEY CONTROL
 CC0566
 CC0566.No superseded survey control is available for this station.
 CC0566
 CC0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR270017(NAD 83)
 CC0566_MARKER: DB = BENCH MARK DISK
 CC0566_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CC0566_SP_SET: HEADWALL
 CC0566_STAMPING: 2746.29
 CC0566_MARK LOGO: TXHD  
 CC0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0566
 CC0566  HISTORY     - Date     Condition        Report By
 CC0566  HISTORY     - UNK      MONUMENTED       TXHD
 CC0566  HISTORY     - 1981     GOOD             NGS
 CC0566
 CC0566                          STATION DESCRIPTION
 CC0566
 CC0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0566'31.9 KM (19.8 MI) SE FROM ORLA.
 CC0566'31.9 KM (19.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0566'WITH FARM ROAD 652 IN ORLA, IN TOP OF AND 0.3 METER (1.0 FT)
 CC0566'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A MASSIVE
 CC0566'6-CHANNEL CONCRETE CULVERT, 7.3 METERS (24.0 FT) SOUTHWEST OF THE
 CC0566'CENTERLINE OF THE HIGHWAY.
 CC0566'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0887 ***********************************************************************
 BY0887  DESIGNATION -  274.647
 BY0887  PID         -  BY0887
 BY0887  STATE/COUNTY-  TX/ANGELINA
 BY0887  USGS QUAD   -  BALD HILL (1980)
 BY0887
 BY0887                         *CURRENT SURVEY CONTROL
 BY0887  ___________________________________________________________________
 BY0887* NAD 83(1986)-  31 14 20.     (N)    094 38 45.     (W)     SCALED    
 BY0887* NAVD 88     -        83.68   (+/-2cm)     274.5    (feet)  VERTCON   
 BY0887  ___________________________________________________________________
 BY0887  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BY0887
 BY0887  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0887
 BY0887.The horizontal coordinates were scaled from a topographic map and have
 BY0887.an estimated accuracy of +/- 6 seconds.
 BY0887
 BY0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0887.The vertical order pertains to the NGVD 29 superseded value.
 BY0887
 BY0887.The geoid height was determined by GEOID03.
 BY0887
 BY0887;                    North         East    Units  Estimated Accuracy
 BY0887;SPC TX C     - 3,188,140.    1,241,530.      MT  (+/- 180 meters Scaled)
 BY0887
 BY0887                          SUPERSEDED SURVEY CONTROL
 BY0887
 BY0887  NGVD 29 (??/??/92)   83.720  (m)          274.67   (f) ADJ UNCH    2 0
 BY0887
 BY0887.Superseded values are not recommended for survey control.
 BY0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0887.See file dsdata.txt to determine how the superseded data were derived.
 BY0887
 BY0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ432572(NAD 83)
 BY0887_MARKER: Q = CHISELED SQUARE
 BY0887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0887_SP_SET: STEP
 BY0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0887
 BY0887  HISTORY     - Date     Condition        Report By
 BY0887  HISTORY     - UNK      MONUMENTED       USGS
 BY0887  HISTORY     - 1949     GOOD             NGS
 BY0887
 BY0887                          STATION DESCRIPTION
 BY0887
 BY0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0887'3.55 MI SW FROM HOMER.
 BY0887'3.55 MILES SOUTHWEST ALONG FARM ROAD 326 FROM THE JUNCTION OF FARM
 BY0887'ROAD 326 AND U. S. HIGHWAY 69 AT HOMER, AT A POINT WHERE THE ASPHALT
 BY0887'ROAD ENDS, AT HOMER CHURCH, 135.0 FEET WEST OF THE CENTER LINE OF THE
 BY0887'ROAD, A CHISELED SQUARE ON TOP OF THE NORTHEAST CORNER OF THE BOTTOM
 BY0887'DOOR STEP OF THE CHURCH, ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0008 ***********************************************************************
 BP0008  DESIGNATION -  2749
 BP0008  PID         -  BP0008
 BP0008  STATE/COUNTY-  TX/PECOS
 BP0008  USGS QUAD   -  INDIAN MESA (1969)
 BP0008
 BP0008                         *CURRENT SURVEY CONTROL
 BP0008  ___________________________________________________________________
 BP0008* NAD 83(1986)-  30 53 41.     (N)    102 12 29.     (W)     SCALED    
 BP0008* NAVD 88     -       838.26   (+/-2cm)    2750.2    (feet)  VERTCON   
 BP0008  ___________________________________________________________________
 BP0008  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 BP0008
 BP0008  VERT ORDER  -  ? (See Below)
 BP0008
 BP0008.The horizontal coordinates were scaled from a topographic map and have
 BP0008.an estimated accuracy of +/- 6 seconds.
 BP0008
 BP0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0008.The vertical order pertains to the NGVD 29 superseded value.
 BP0008
 BP0008.The geoid height was determined by GEOID03.
 BP0008
 BP0008;                    North         East    Units  Estimated Accuracy
 BP0008;SPC TX C     - 3,137,650.      520,790.      MT  (+/- 180 meters Scaled)
 BP0008
 BP0008                          SUPERSEDED SURVEY CONTROL
 BP0008
 BP0008  NGVD 29 (??/??/92)  837.977  (m)         2749.26   (f) ADJ UNCH    ?  
 BP0008
 BP0008.Superseded values are not recommended for survey control.
 BP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0008.See file dsdata.txt to determine how the superseded data were derived.
 BP0008
 BP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ668212(NAD 83)
 BP0008_MARKER: X = CHISELED CROSS
 BP0008_SETTING: 66 = SET IN ROCK OUTCROP
 BP0008_SP_SET: ROCK OUTCROP
 BP0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0008+STABILITY: POSITION/ELEVATION WELL
 BP0008
 BP0008  HISTORY     - Date     Condition        Report By
 BP0008  HISTORY     - UNK      MONUMENTED       TXHD
 BP0008  HISTORY     - 1958     GOOD             NGS
 BP0008
 BP0008                          STATION DESCRIPTION
 BP0008
 BP0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0008'29.9 MI W FROM SHEFFIELD.
 BP0008'ABOUT 29.9 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0008'SHEFFIELD, A CHISELED CROSS IN THE TOP OF A FLAT ROCK OUTCROP, 104
 BP0008'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE WEST OF A
 BP0008'CULVERT, 295 FEET WEST OF A TEE FENCE, 271 FEET WEST OF CONCRETE
 BP0008'HIGHWAY MARKER NUMBER 2154+399, AND 46 1/2 FEET SOUTH OF THE SOUTH
 BP0008'HIGHWAY RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0320 ***********************************************************************
 DM0320  DESIGNATION -  275
 DM0320  PID         -  DM0320
 DM0320  STATE/COUNTY-  TX/BOWIE
 DM0320  USGS QUAD   -  BASSETT (1975)
 DM0320
 DM0320                         *CURRENT SURVEY CONTROL
 DM0320  ___________________________________________________________________
 DM0320* NAD 83(1986)-  33 18 33.     (N)    094 30 27.     (W)     SCALED    
 DM0320* NAVD 88     -        83.778  (meters)     274.86   (feet)  ADJUSTED  
 DM0320  ___________________________________________________________________
 DM0320  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0320  DYNAMIC HT  -          83.688 (meters)     274.57  (feet)  COMP
 DM0320  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 DM0320
 DM0320  VERT ORDER  -  SECOND    CLASS 0
 DM0320
 DM0320.The horizontal coordinates were scaled from a topographic map and have
 DM0320.an estimated accuracy of +/- 6 seconds.
 DM0320
 DM0320.The orthometric height was determined by differential leveling
 DM0320.and adjusted by the National Geodetic Survey in June 1991..
 DM0320
 DM0320.The geoid height was determined by GEOID03.
 DM0320
 DM0320.The dynamic height is computed by dividing the NAVD 88
 DM0320.geopotential number by the normal gravity value computed on the
 DM0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0320.degrees latitude (g = 980.6199 gals.).
 DM0320
 DM0320.The modeled gravity was interpolated from observed gravity values.
 DM0320
 DM0320;                    North         East    Units  Estimated Accuracy
 DM0320;SPC TXNC     - 2,189,200.      971,670.      MT  (+/- 180 meters Scaled)
 DM0320
 DM0320                          SUPERSEDED SURVEY CONTROL
 DM0320
 DM0320  NGVD 29 (??/??/92)   83.790  (m)          274.90   (f) ADJ UNCH    2 0
 DM0320
 DM0320.Superseded values are not recommended for survey control.
 DM0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0320.See file dsdata.txt to determine how the superseded data were derived.
 DM0320
 DM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS596865(NAD 83)
 DM0320_MARKER: DD = SURVEY DISK
 DM0320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0320_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0320_STAMPING: 275 ADJ 1903
 DM0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0320
 DM0320  HISTORY     - Date     Condition        Report By
 DM0320  HISTORY     - 1903     MONUMENTED       USGS
 DM0320  HISTORY     - 1933     GOOD             NGS
 DM0320
 DM0320                          STATION DESCRIPTION
 DM0320
 DM0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0320'10.3 MI W FROM MAUD.
 DM0320'10.3 MILES WEST OF, ALONG ST. LOUIS SOUTHWESTERN RY TO TEXARKANA.
 DM0320'SIMMS SIDING, WEST END OF.  15 FEET WEST OF 17TH TELEGRAPH POST WEST
 DM0320'OF MILEPOST 447.  37 FEET SOUTH OF MAIN LINE TRACK.  3 INCH IRON POST.
 DM0320'NOTE-- THE POST IS IN A LEANING POSITION AND MAY HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3504 ***********************************************************************
 AW3504  DESIGNATION -  275+00 700
 AW3504  PID         -  AW3504
 AW3504  STATE/COUNTY-  TX/HARRIS
 AW3504  USGS QUAD   -  LA PORTE (1982)
 AW3504
 AW3504                         *CURRENT SURVEY CONTROL
 AW3504  ___________________________________________________________________
 AW3504* NAD 83(1986)-  29 43 41.     (N)    095 02 05.     (W)     SCALED    
 AW3504* NAVD 88     -         1.50   (+/-2cm)       4.9    (feet)  VERTCON   
 AW3504  ___________________________________________________________________
 AW3504  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3504
 AW3504  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3504
 AW3504.The horizontal coordinates were scaled from a topographic map and have
 AW3504.an estimated accuracy of +/- 6 seconds.
 AW3504
 AW3504.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3504.The vertical order pertains to the NGVD 29 superseded value.
 AW3504
 AW3504.The geoid height was determined by GEOID03.
 AW3504
 AW3504;                    North         East    Units  Estimated Accuracy
 AW3504;SPC TXSC     - 4,216,490.      983,520.      MT  (+/- 180 meters Scaled)
 AW3504
 AW3504                          SUPERSEDED SURVEY CONTROL
 AW3504
 AW3504  NGVD 29 (??/??/92)    1.496  (m)            4.91   (f) ADJ UNCH    1 2
 AW3504
 AW3504.Superseded values are not recommended for survey control.
 AW3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3504.See file dsdata.txt to determine how the superseded data were derived.
 AW3504
 AW3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN032903(NAD 83)
 AW3504_MARKER: DD = SURVEY DISK
 AW3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3504_STAMPING: 275+00 700
 AW3504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3504+STABILITY: SURFACE MOTION
 AW3504
 AW3504  HISTORY     - Date     Condition        Report By
 AW3504  HISTORY     - UNK      MONUMENTED       USE
 AW3504  HISTORY     - 1964     GOOD             NGS
 AW3504
 AW3504                          STATION DESCRIPTION
 AW3504
 AW3504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3504'4.05 MI SE FROM LYNCHBURG.
 AW3504'ABOUT 4.05 MILES SOUTHEAST ALONG HOUSTON SHIP CHANNEL FROM THE SOUTH
 AW3504'FERRY LANDING AT LYNCHBURG, ON ALEXANDER ISLAND, ABOUT 121 YARDS
 AW3504'NORTHWEST OF THE CENTER LINE OF A CLAY ROAD, 40 YARDS SOUTHEAST OF THE
 AW3504'HIGH WATER LINE, ABOUT IN THE CENTER OF A CLUMP OF BUSHES, 139 FEET
 AW3504'NORTHWEST OF A 10-INCH TREE WITH A TRIANGULAR BLAZE ON THE NORTHWEST
 AW3504'SIDE, 1.5 FEET NORTHEAST OF A 4 X 4-INCH POST, AND SET IN THE TOP OF A
 AW3504'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0364 ***********************************************************************
 CB0364  DESIGNATION -  2763
 CB0364  PID         -  CB0364
 CB0364  STATE/COUNTY-  TX/REAGAN
 CB0364  USGS QUAD   -  WITCO (1971)
 CB0364
 CB0364                         *CURRENT SURVEY CONTROL
 CB0364  ___________________________________________________________________
 CB0364* NAD 83(1986)-  31 09 31.     (N)    101 22 11.     (W)     SCALED    
 CB0364* NAVD 88     -       842.686  (meters)    2764.71   (feet)  POSTED    
 CB0364  ___________________________________________________________________
 CB0364  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CB0364  DYNAMIC HT  -         841.460 (meters)    2760.69  (feet)  COMP
 CB0364  MODELED GRAV-     979,153.7   (mgal)                       NAVD 88
 CB0364
 CB0364  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CB0364
 CB0364.The horizontal coordinates were scaled from a topographic map and have
 CB0364.an estimated accuracy of +/- 6 seconds.
 CB0364
 CB0364.The orthometric height was determined by differential leveling
 CB0364.and adjusted by the National Geodetic Survey in 1992..
 CB0364.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CB0364.rate of 1.1 thru 2.0 mm/km.
 CB0364
 CB0364.The geoid height was determined by GEOID03.
 CB0364
 CB0364.The dynamic height is computed by dividing the NAVD 88
 CB0364.geopotential number by the normal gravity value computed on the
 CB0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0364.degrees latitude (g = 980.6199 gals.).
 CB0364
 CB0364.The modeled gravity was interpolated from observed gravity values.
 CB0364
 CB0364;                    North         East    Units  Estimated Accuracy
 CB0364;SPC TX C     - 3,165,850.      601,200.      MT  (+/- 180 meters Scaled)
 CB0364
 CB0364                          SUPERSEDED SURVEY CONTROL
 CB0364
 CB0364  NGVD 29 (??/??/92)  842.364  (m)         2763.66   (f) ADJ UNCH    2 0
 CB0364
 CB0364.Superseded values are not recommended for survey control.
 CB0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0364.See file dsdata.txt to determine how the superseded data were derived.
 CB0364
 CB0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV741495(NAD 83)
 CB0364_MARKER: DD = SURVEY DISK
 CB0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0364_SP_SET: IRON POST
 CB0364_STAMPING: TEX 1920 2763
 CB0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0364
 CB0364  HISTORY     - Date     Condition        Report By
 CB0364  HISTORY     - 1920     MONUMENTED       USGS
 CB0364  HISTORY     - 1934     GOOD             NGS
 CB0364  HISTORY     - 1940     GOOD             NGS
 CB0364
 CB0364                          STATION DESCRIPTION
 CB0364
 CB0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CB0364'6.1 MI E FROM BIG LAKE.
 CB0364'6.1 MILES E OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.5 MILE W OF MILE
 CB0364'POST 784.  60 FT. N OF CENTER OF TRACK.  2 FT. N OF R/W FENCE. IRON
 CB0364'POST.
 CB0364
 CB0364                          STATION RECOVERY (1940)
 CB0364
 CB0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0567 ***********************************************************************
 CC0567  DESIGNATION -  2764 USGS
 CC0567  PID         -  CC0567
 CC0567  STATE/COUNTY-  TX/REEVES
 CC0567  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0567
 CC0567                         *CURRENT SURVEY CONTROL
 CC0567  ___________________________________________________________________
 CC0567* NAD 83(1986)-  31 38 52.     (N)    103 38 38.     (W)     SCALED    
 CC0567* NAVD 88     -       842.932  (meters)    2765.52   (feet)  ADJUSTED  
 CC0567  ___________________________________________________________________
 CC0567  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CC0567  DYNAMIC HT  -         841.694 (meters)    2761.46  (feet)  COMP
 CC0567  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 CC0567
 CC0567  VERT ORDER  -  FIRST     CLASS II
 CC0567
 CC0567.The horizontal coordinates were scaled from a topographic map and have
 CC0567.an estimated accuracy of +/- 6 seconds.
 CC0567
 CC0567.The orthometric height was determined by differential leveling
 CC0567.and adjusted by the National Geodetic Survey in June 1991..
 CC0567
 CC0567.The geoid height was determined by GEOID03.
 CC0567
 CC0567.The dynamic height is computed by dividing the NAVD 88
 CC0567.geopotential number by the normal gravity value computed on the
 CC0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0567.degrees latitude (g = 980.6199 gals.).
 CC0567
 CC0567.The modeled gravity was interpolated from observed gravity values.
 CC0567
 CC0567;                    North         East    Units  Estimated Accuracy
 CC0567;SPC TX C     - 3,224,290.      386,050.      MT  (+/- 180 meters Scaled)
 CC0567
 CC0567                          SUPERSEDED SURVEY CONTROL
 CC0567
 CC0567.No superseded survey control is available for this station.
 CC0567
 CC0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR285021(NAD 83)
 CC0567_MARKER: DB = BENCH MARK DISK
 CC0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0567_SP_SET: CONCRETE POST
 CC0567_STAMPING: 2764 29 JRC 1960
 CC0567_MARK LOGO: USGS  
 CC0567_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0567+STABILITY: SURFACE MOTION
 CC0567
 CC0567  HISTORY     - Date     Condition        Report By
 CC0567  HISTORY     - 1960     MONUMENTED       USGS
 CC0567  HISTORY     - 1981     GOOD             NGS
 CC0567
 CC0567                          STATION DESCRIPTION
 CC0567
 CC0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0567'33.5 KM (20.8 MI) SE FROM ORLA.
 CC0567'33.5 KM (20.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS
 CC0567'JUNCTION WITH FARM ROAD 652 IN ORLA, OR, 31.4 KM (19.5 MI) NORTHERLY
 CC0567'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM ITS JUNCTION
 CC0567'WITH THE MISSOURI PACIFIC RAILROAD IN PECOS, THENCE 2.6 KM (1.6 MI)
 CC0567'SOUTHWEST ALONG STATE HIGHWAY 302, IN THE MIDDLE OF THE TRAFFIC ISLAND
 CC0567'AT THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 302, 64.0
 CC0567'METERS (210.0 FT) WEST OF THE CENTERLINE OF THE WEST OF THE CENTERLINE
 CC0567'OF THE WEST BOUND LANES OF THE STATE HIGHWAY, 61.0 METERS (200.0 FT)
 CC0567'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 57.9 METERS
 CC0567'(190.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CC0567'STATE HIGHWAY.
 CC0567'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CC0567'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1897 ***********************************************************************
 BK1897  DESIGNATION -  277.08 ATSFRR
 BK1897  PID         -  BK1897
 BK1897  STATE/COUNTY-  TX/JASPER
 BK1897  USGS QUAD   -  JASPER EAST (1984)
 BK1897
 BK1897                         *CURRENT SURVEY CONTROL
 BK1897  ___________________________________________________________________
 BK1897* NAD 83(1986)-  30 59 19.     (N)    093 58 27.     (W)     SCALED    
 BK1897* NAVD 88     -        84.72   (+/-2cm)     278.0    (feet)  VERTCON   
 BK1897  ___________________________________________________________________
 BK1897  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BK1897
 BK1897  VERT ORDER  -  ? (See Below)
 BK1897
 BK1897.The horizontal coordinates were scaled from a topographic map and have
 BK1897.an estimated accuracy of +/- 6 seconds.
 BK1897
 BK1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1897.The vertical order pertains to the NGVD 29 superseded value.
 BK1897
 BK1897.The geoid height was determined by GEOID03.
 BK1897
 BK1897;                    North         East    Units  Estimated Accuracy
 BK1897;SPC TX C     - 3,163,900.    1,307,000.      MT  (+/- 180 meters Scaled)
 BK1897
 BK1897                          SUPERSEDED SURVEY CONTROL
 BK1897
 BK1897  NGVD 29 (??/??/??)   84.715  (m)          277.94   (f) ADJUSTED    ?  
 BK1897
 BK1897.Superseded values are not recommended for survey control.
 BK1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1897.See file dsdata.txt to determine how the superseded data were derived.
 BK1897
 BK1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ069287(NAD 83)
 BK1897_MARKER: Z = SEE DESCRIPTION
 BK1897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1897_SP_SET: RAIL
 BK1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1897
 BK1897  HISTORY     - Date     Condition        Report By
 BK1897  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1897  HISTORY     - 1932     GOOD             CGS
 BK1897  HISTORY     - 1934     GOOD             CGS
 BK1897
 BK1897                          STATION DESCRIPTION
 BK1897
 BK1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1897'4.3 MI N FROM JASPER.
 BK1897'4.3 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1897'STATION AT JASPER, JASPER COUNTY, 35 FEET WEST OF THE TRACK, AND 3
 BK1897'FEET WEST OF MILE POLE 78.  THE TOP OF A VERTICAL RAIL PROJECTING 1
 BK1897'FOOT ABOVE GROUND.
 BK1897
 BK1897                          STATION RECOVERY (1934)
 BK1897
 BK1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0560 ***********************************************************************
 CC0560  DESIGNATION -  2781.82 TXHD
 CC0560  PID         -  CC0560
 CC0560  STATE/COUNTY-  TX/REEVES
 CC0560  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0560
 CC0560                         *CURRENT SURVEY CONTROL
 CC0560  ___________________________________________________________________
 CC0560* NAD 83(1986)-  31 40 06.     (N)    103 44 36.     (W)     SCALED    
 CC0560* NAVD 88     -       848.326  (meters)    2783.22   (feet)  ADJUSTED  
 CC0560  ___________________________________________________________________
 CC0560  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CC0560  DYNAMIC HT  -         847.075 (meters)    2779.11  (feet)  COMP
 CC0560  MODELED GRAV-     979,137.5   (mgal)                       NAVD 88
 CC0560
 CC0560  VERT ORDER  -  FIRST     CLASS II
 CC0560
 CC0560.The horizontal coordinates were scaled from a topographic map and have
 CC0560.an estimated accuracy of +/- 6 seconds.
 CC0560
 CC0560.The orthometric height was determined by differential leveling
 CC0560.and adjusted by the National Geodetic Survey in June 1991..
 CC0560
 CC0560.The geoid height was determined by GEOID03.
 CC0560
 CC0560.The dynamic height is computed by dividing the NAVD 88
 CC0560.geopotential number by the normal gravity value computed on the
 CC0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0560.degrees latitude (g = 980.6199 gals.).
 CC0560
 CC0560.The modeled gravity was interpolated from observed gravity values.
 CC0560
 CC0560;                    North         East    Units  Estimated Accuracy
 CC0560;SPC TX C     - 3,226,860.      376,690.      MT  (+/- 180 meters Scaled)
 CC0560
 CC0560                          SUPERSEDED SURVEY CONTROL
 CC0560
 CC0560.No superseded survey control is available for this station.
 CC0560
 CC0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR191043(NAD 83)
 CC0560_MARKER: DB = BENCH MARK DISK
 CC0560_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CC0560_SP_SET: HEADWALL
 CC0560_STAMPING: 2781.82
 CC0560_MARK LOGO: TXHD  
 CC0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0560
 CC0560  HISTORY     - Date     Condition        Report By
 CC0560  HISTORY     - UNK      MONUMENTED       TXHD
 CC0560  HISTORY     - 1981     GOOD             NGS
 CC0560
 CC0560                          STATION DESCRIPTION
 CC0560
 CC0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0560'23.6 KM (14.65 MI) SE FROM ORLA.
 CC0560'23.6 KM (14.65 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0560'WITH FARM ROAD 652 IN ORLA, IN TOP OF AND 0.3 METER (1.0 FT) SOUTHEAST
 CC0560'OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A MASSIVE 12-CHANNEL
 CC0560'CONCRETE CULVERT, 7.3 METERS (24.0 FT) SOUTHWEST OF THE CENTERLINE OF
 CC0560'THE HIGHWAY.
 CC0560'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0064 ***********************************************************************
 BA0064  DESIGNATION -  2783 RESET
 BA0064  PID         -  BA0064
 BA0064  STATE/COUNTY-  TX/BREWSTER
 BA0064  USGS QUAD   -  HOOD SPRING SE (1983)
 BA0064
 BA0064                         *CURRENT SURVEY CONTROL
 BA0064  ___________________________________________________________________
 BA0064* NAD 83(1986)-  29 48 00.     (N)    103 02 40.     (W)     SCALED    
 BA0064* NAVD 88     -       848.799  (meters)    2784.77   (feet)  ADJUSTED  
 BA0064  ___________________________________________________________________
 BA0064  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 BA0064  DYNAMIC HT  -         847.461 (meters)    2780.38  (feet)  COMP
 BA0064  MODELED GRAV-     979,037.2   (mgal)                       NAVD 88
 BA0064
 BA0064  VERT ORDER  -  FIRST     CLASS II
 BA0064
 BA0064.The horizontal coordinates were scaled from a topographic map and have
 BA0064.an estimated accuracy of +/- 6 seconds.
 BA0064
 BA0064.The orthometric height was determined by differential leveling
 BA0064.and adjusted by the National Geodetic Survey in June 1991..
 BA0064
 BA0064.The geoid height was determined by GEOID03.
 BA0064
 BA0064.The dynamic height is computed by dividing the NAVD 88
 BA0064.geopotential number by the normal gravity value computed on the
 BA0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0064.degrees latitude (g = 980.6199 gals.).
 BA0064
 BA0064.The modeled gravity was interpolated from observed gravity values.
 BA0064
 BA0064;                    North         East    Units  Estimated Accuracy
 BA0064;SPC TXSC     - 4,224,720.      209,110.      MT  (+/- 180 meters Scaled)
 BA0064
 BA0064                          SUPERSEDED SURVEY CONTROL
 BA0064
 BA0064  NGVD 29 (??/??/92)  848.470  (m)         2783.69   (f) ADJ UNCH    1 2
 BA0064
 BA0064.Superseded values are not recommended for survey control.
 BA0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0064.See file dsdata.txt to determine how the superseded data were derived.
 BA0064
 BA0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN890982(NAD 83)
 BA0064_MARKER: DD = SURVEY DISK
 BA0064_SETTING: 80 = SET IN A BOULDER
 BA0064_SP_SET: BOULDER
 BA0064_STAMPING: 2783 1917 RESET 1943
 BA0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0064+STABILITY: SURFACE MOTION
 BA0064
 BA0064  HISTORY     - Date     Condition        Report By
 BA0064  HISTORY     - 1943     MONUMENTED       USGS
 BA0064  HISTORY     - 1966     GOOD             NGS
 BA0064  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0064
 BA0064                          STATION DESCRIPTION
 BA0064
 BA0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0064'14.0 MI NE FROM PERSIMMON GAP.
 BA0064'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0064'PERSIMMON GAP, THENCE 7.7 MILES NORTHEAST ALONG A GRADED DIRT ROAD, IN
 BA0064'THE TOP OF A SMALL BOULDER PROJECTING 4 INCHES, 20 FEET NORTH OF THE
 BA0064'CENTERLINE OF THE ROAD, 13 1/2 FEET NORTH OF THE NORTH END OF A
 BA0064'CATTLEGUARD, 2 1/2 FEET SOUTHEAST OF A TEE FENCE CORNER, AND 1 1/2
 BA0064'FEET SOUTH OF A FENCE.
 BA0064
 BA0064                          STATION RECOVERY (2001)
 BA0064
 BA0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0064'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0561 ***********************************************************************
 CC0561  DESIGNATION -  2784.95 TXHD
 CC0561  PID         -  CC0561
 CC0561  STATE/COUNTY-  TX/REEVES
 CC0561  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0561
 CC0561                         *CURRENT SURVEY CONTROL
 CC0561  ___________________________________________________________________
 CC0561* NAD 83(1986)-  31 40 00.     (N)    103 44 13.     (W)     SCALED    
 CC0561* NAVD 88     -       849.296  (meters)    2786.40   (feet)  ADJUSTED  
 CC0561  ___________________________________________________________________
 CC0561  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CC0561  DYNAMIC HT  -         848.044 (meters)    2782.29  (feet)  COMP
 CC0561  MODELED GRAV-     979,138.3   (mgal)                       NAVD 88
 CC0561
 CC0561  VERT ORDER  -  FIRST     CLASS II
 CC0561
 CC0561.The horizontal coordinates were scaled from a topographic map and have
 CC0561.an estimated accuracy of +/- 6 seconds.
 CC0561
 CC0561.The orthometric height was determined by differential leveling
 CC0561.and adjusted by the National Geodetic Survey in June 1991..
 CC0561
 CC0561.The geoid height was determined by GEOID03.
 CC0561
 CC0561.The dynamic height is computed by dividing the NAVD 88
 CC0561.geopotential number by the normal gravity value computed on the
 CC0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0561.degrees latitude (g = 980.6199 gals.).
 CC0561
 CC0561.The modeled gravity was interpolated from observed gravity values.
 CC0561
 CC0561;                    North         East    Units  Estimated Accuracy
 CC0561;SPC TX C     - 3,226,650.      377,290.      MT  (+/- 180 meters Scaled)
 CC0561
 CC0561                          SUPERSEDED SURVEY CONTROL
 CC0561
 CC0561.No superseded survey control is available for this station.
 CC0561
 CC0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR197041(NAD 83)
 CC0561_MARKER: DB = BENCH MARK DISK
 CC0561_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CC0561_SP_SET: HEADWALL
 CC0561_STAMPING: 2784.95
 CC0561_MARK LOGO: TXHD  
 CC0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0561
 CC0561  HISTORY     - Date     Condition        Report By
 CC0561  HISTORY     - UNK      MONUMENTED       TXHD
 CC0561  HISTORY     - 1981     GOOD             NGS
 CC0561
 CC0561                          STATION DESCRIPTION
 CC0561
 CC0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0561'24.2 KM (15.05 MI) SE FROM ORLA.
 CC0561'24.2 KM (15.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0561'WITH FARM ROAD 652 IN ORLA, IN TOP OF AND 0.5 METER (1.5 FT) SOUTHEAST
 CC0561'OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A MASSIVE 3-CHANNEL
 CC0561'CONCRETE CULVERT, 7.3 METERS (24.0 FT) SOUTHWEST OF THE CENTERLINE OF
 CC0561'THE HIGHWAY.
 CC0561'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0225 ***********************************************************************
 DM0225  DESIGNATION -  279
 DM0225  PID         -  DM0225
 DM0225  STATE/COUNTY-  TX/CASS
 DM0225  USGS QUAD   -  ATLANTA SOUTH (1969)
 DM0225
 DM0225                         *CURRENT SURVEY CONTROL
 DM0225  ___________________________________________________________________
 DM0225* NAD 83(1986)-  33 04 17.     (N)    094 10 46.     (W)     SCALED    
 DM0225* NAVD 88     -        85.140  (meters)     279.33   (feet)  ADJUSTED  
 DM0225  ___________________________________________________________________
 DM0225  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DM0225  DYNAMIC HT  -          85.047 (meters)     279.02  (feet)  COMP
 DM0225  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 DM0225
 DM0225  VERT ORDER  -  SECOND    CLASS 0
 DM0225
 DM0225.The horizontal coordinates were scaled from a topographic map and have
 DM0225.an estimated accuracy of +/- 6 seconds.
 DM0225
 DM0225.The orthometric height was determined by differential leveling
 DM0225.and adjusted by the National Geodetic Survey in June 1991..
 DM0225
 DM0225.The geoid height was determined by GEOID03.
 DM0225
 DM0225.The dynamic height is computed by dividing the NAVD 88
 DM0225.geopotential number by the normal gravity value computed on the
 DM0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0225.degrees latitude (g = 980.6199 gals.).
 DM0225
 DM0225.The modeled gravity was interpolated from observed gravity values.
 DM0225
 DM0225;                    North         East    Units  Estimated Accuracy
 DM0225;SPC TXNC     - 2,164,060.    1,003,280.      MT  (+/- 180 meters Scaled)
 DM0225
 DM0225                          SUPERSEDED SURVEY CONTROL
 DM0225
 DM0225  NGVD 29 (??/??/92)   85.172  (m)          279.44   (f) ADJ UNCH    2 0
 DM0225
 DM0225.Superseded values are not recommended for survey control.
 DM0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0225.See file dsdata.txt to determine how the superseded data were derived.
 DM0225
 DM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS899598(NAD 83)
 DM0225_MARKER: P = PIPE CAP
 DM0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0225_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0225_STAMPING: 279.435 ADJ 1903
 DM0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0225
 DM0225  HISTORY     - Date     Condition        Report By
 DM0225  HISTORY     - 1903     MONUMENTED       USGS
 DM0225  HISTORY     - 1934     GOOD             NGS
 DM0225  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DM0225  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 DM0225
 DM0225                          STATION DESCRIPTION
 DM0225
 DM0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0225'3.1 MI S FROM ATLANTA.
 DM0225'ABOUT 3.1 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 DM0225'ATLANTA, CASS COUNTY, AT MILEPOST 27, AND ABOUT 50 FEET EAST OF THE
 DM0225'CENTER LIEN OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DM0225'CAP, STAMPED 279.435 ADJ 1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 DM0225'IRON PIPE.
 DM0225
 DM0225                          STATION RECOVERY (1988)
 DM0225
 DM0225'RECOVERY NOTE BY US POWER SQUADRON 1988 (JFA)
 DM0225'MARK NOT FOUND.
 DM0225
 DM0225                          STATION RECOVERY (1990)
 DM0225
 DM0225'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFA)
 DM0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0846 ***********************************************************************
 BY0846  DESIGNATION -  279.277
 BY0846  PID         -  BY0846
 BY0846  STATE/COUNTY-  TX/ANGELINA
 BY0846  USGS QUAD   -  DIBOLL (1980)
 BY0846
 BY0846                         *CURRENT SURVEY CONTROL
 BY0846  ___________________________________________________________________
 BY0846* NAD 83(1986)-  31 13 46.     (N)    094 45 22.     (W)     SCALED    
 BY0846* NAVD 88     -        85.05   (+/-2cm)     279.0    (feet)  VERTCON   
 BY0846  ___________________________________________________________________
 BY0846  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0846
 BY0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0846
 BY0846.This mark is at Angelina Co (LFK) Airport (LFK)
 BY0846
 BY0846.The horizontal coordinates were scaled from a topographic map and have
 BY0846.an estimated accuracy of +/- 6 seconds.
 BY0846
 BY0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0846.The vertical order pertains to the NGVD 29 superseded value.
 BY0846
 BY0846.The geoid height was determined by GEOID03.
 BY0846
 BY0846;                    North         East    Units  Estimated Accuracy
 BY0846;SPC TX C     - 3,186,560.    1,231,090.      MT  (+/- 180 meters Scaled)
 BY0846
 BY0846                          SUPERSEDED SURVEY CONTROL
 BY0846
 BY0846  NGVD 29 (??/??/92)   85.090  (m)          279.17   (f) ADJ UNCH    2 0
 BY0846
 BY0846.Superseded values are not recommended for survey control.
 BY0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0846.See file dsdata.txt to determine how the superseded data were derived.
 BY0846
 BY0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ327563(NAD 83)
 BY0846_MARKER: N = NAIL
 BY0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0846_SP_SET: TREE
 BY0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0846
 BY0846  HISTORY     - Date     Condition        Report By
 BY0846  HISTORY     - UNK      MONUMENTED       USGS
 BY0846  HISTORY     - 1949     GOOD             NGS
 BY0846  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0846
 BY0846                          STATION DESCRIPTION
 BY0846
 BY0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0846'0.9 MI NE FROM BURKE.
 BY0846'0.9 MILE NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0846'ORLEANS RAILROAD STATION AT BURKE AT THE SOUTHWEST CORNER OF THE
 BY0846'ANGELINA COUNTY AIRPORT, 49.0 FEET NORTHWEST OF B.M. Z 486, 22.0 FEET
 BY0846'NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 18.0 FEET WEST OF THE
 BY0846'WEST CORNER OF A CATTLE GUARD, 6.3 FEET SOUTHWEST OF THE AIRPORT
 BY0846'FENCE, A COPPER NAIL AND WASHER SET IN A ROOT ON THE NORTH SIDE OF A
 BY0846'36 INCH PINE TREE.
 BY0846
 BY0846                          STATION RECOVERY (1998)
 BY0846
 BY0846'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0254 ***********************************************************************
 BA0254  DESIGNATION -  2795
 BA0254  PID         -  BA0254
 BA0254  STATE/COUNTY-  TX/BREWSTER
 BA0254  USGS QUAD   -  HEN EGG MOUNTAIN (1971)
 BA0254
 BA0254                         *CURRENT SURVEY CONTROL
 BA0254  ___________________________________________________________________
 BA0254* NAD 83(1986)-  29 25 30.     (N)    103 35 39.     (W)     SCALED    
 BA0254* NAVD 88     -       853.478  (meters)    2800.12   (feet)  ADJUSTED  
 BA0254  ___________________________________________________________________
 BA0254  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BA0254  DYNAMIC HT  -         852.096 (meters)    2795.59  (feet)  COMP
 BA0254  MODELED GRAV-     978,995.6   (mgal)                       NAVD 88
 BA0254
 BA0254  VERT ORDER  -  SECOND    CLASS 0
 BA0254
 BA0254.The horizontal coordinates were scaled from a topographic map and have
 BA0254.an estimated accuracy of +/- 6 seconds.
 BA0254
 BA0254.The orthometric height was determined by differential leveling
 BA0254.and adjusted by the National Geodetic Survey in June 1991..
 BA0254
 BA0254.The geoid height was determined by GEOID03.
 BA0254
 BA0254.The dynamic height is computed by dividing the NAVD 88
 BA0254.geopotential number by the normal gravity value computed on the
 BA0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0254.degrees latitude (g = 980.6199 gals.).
 BA0254
 BA0254.The modeled gravity was interpolated from observed gravity values.
 BA0254
 BA0254;                    North         East    Units  Estimated Accuracy
 BA0254;SPC TXSC     - 4,185,150.      154,370.      MT  (+/- 180 meters Scaled)
 BA0254
 BA0254                          SUPERSEDED SURVEY CONTROL
 BA0254
 BA0254  NGVD 29 (??/??/92)  853.031  (m)         2798.65   (f) ADJ UNCH    2 0
 BA0254
 BA0254.Superseded values are not recommended for survey control.
 BA0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0254.See file dsdata.txt to determine how the superseded data were derived.
 BA0254
 BA0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN363558(NAD 83)
 BA0254_MARKER: P = PIPE CAP
 BA0254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BA0254_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BA0254_STAMPING: 2795 MARFA
 BA0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0254
 BA0254  HISTORY     - Date     Condition        Report By
 BA0254  HISTORY     - UNK      MONUMENTED       USGS
 BA0254  HISTORY     - 1958     GOOD             NGS
 BA0254  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0254
 BA0254                          STATION DESCRIPTION
 BA0254
 BA0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0254'8.9 MI NE FROM TERLINGUA.
 BA0254'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0254'TERLINGUA, THENCE ABOUT 7.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD.
 BA0254'10 FEET WEST OF THE CENTER LINE OF THE ROAD, AT THE WEST EDGE OF A
 BA0254'FLAT, ABOUT 0.1 MILE SOUTHWEST OF TERLINGUA CREEK, IN THE EAST EDGE OF
 BA0254'A ROCKY MOUND, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ON
 BA0254'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT.
 BA0254
 BA0254                          STATION RECOVERY (2001)
 BA0254
 BA0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0254'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0931 ***********************************************************************
 AY0931  DESIGNATION -  28
 AY0931  PID         -  AY0931
 AY0931  STATE/COUNTY-  TX/KENDALL
 AY0931  USGS QUAD   -  BOERNE (1982)
 AY0931
 AY0931                         *CURRENT SURVEY CONTROL
 AY0931  ___________________________________________________________________
 AY0931* NAD 83(1986)-  29 47 31.     (N)    098 43 14.     (W)     SCALED    
 AY0931* NAVD 88     -       428.171  (meters)    1404.76   (feet)  ADJUSTED  
 AY0931  ___________________________________________________________________
 AY0931  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AY0931  DYNAMIC HT  -         427.550 (meters)    1402.72  (feet)  COMP
 AY0931  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 AY0931
 AY0931  VERT ORDER  -  FIRST     CLASS II
 AY0931
 AY0931.The horizontal coordinates were scaled from a topographic map and have
 AY0931.an estimated accuracy of +/- 6 seconds.
 AY0931
 AY0931.The orthometric height was determined by differential leveling
 AY0931.and adjusted by the National Geodetic Survey in June 1991..
 AY0931
 AY0931.The geoid height was determined by GEOID03.
 AY0931
 AY0931.The dynamic height is computed by dividing the NAVD 88
 AY0931.geopotential number by the normal gravity value computed on the
 AY0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0931.degrees latitude (g = 980.6199 gals.).
 AY0931
 AY0931.The modeled gravity was interpolated from observed gravity values.
 AY0931
 AY0931;                    North         East    Units  Estimated Accuracy
 AY0931;SPC TXSC     - 4,217,100.      627,020.      MT  (+/- 180 meters Scaled)
 AY0931
 AY0931                          SUPERSEDED SURVEY CONTROL
 AY0931
 AY0931  NGVD 29 (??/??/92)  428.070  (m)         1404.43   (f) ADJ UNCH    1 2
 AY0931
 AY0931.Superseded values are not recommended for survey control.
 AY0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0931.See file dsdata.txt to determine how the superseded data were derived.
 AY0931
 AY0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT270957(NAD 83)
 AY0931_MARKER: P = PIPE CAP
 AY0931_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0931_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0931_STAMPING: S A 28 1412
 AY0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0931
 AY0931  HISTORY     - Date     Condition        Report By
 AY0931  HISTORY     - UNK      MONUMENTED       USGS
 AY0931  HISTORY     - 1953     GOOD             NGS
 AY0931  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0931
 AY0931                          STATION DESCRIPTION
 AY0931
 AY0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0931'IN BOERNE.
 AY0931'AT BOERNE, 173.4 FEET SOUTHEAST OF THE EAST CORNER OF THE TEXAS AND
 AY0931'NEW ORLEANS RAILROAD STATION, 25 FEET WEST OF THE CENTER OF A DIRT
 AY0931'ROAD CROSSING, 10.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 AY0931'TRACK, 1 FOOT NORTHWEST OF A WITNESS POST, RIVETED ON THE TOP OF A 3
 AY0931'1/2 INCH IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0931
 AY0931                          STATION RECOVERY (1990)
 AY0931
 AY0931'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0048 ***********************************************************************
 DQ0048  DESIGNATION -  28
 DQ0048  PID         -  DQ0048
 DQ0048  STATE/COUNTY-  TX/HOCKLEY
 DQ0048  USGS QUAD   -  LEVELLAND WEST (1965)
 DQ0048
 DQ0048                         *CURRENT SURVEY CONTROL
 DQ0048  ___________________________________________________________________
 DQ0048* NAD 83(1986)-  33 35 39.     (N)    102 25 10.     (W)     SCALED    
 DQ0048* NAVD 88     -      1079.179  (meters)    3540.61   (feet)  ADJUSTED  
 DQ0048  ___________________________________________________________________
 DQ0048  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 DQ0048  DYNAMIC HT  -        1077.765 (meters)    3535.97  (feet)  COMP
 DQ0048  MODELED GRAV-     979,289.7   (mgal)                       NAVD 88
 DQ0048
 DQ0048  VERT ORDER  -  SECOND    CLASS 0
 DQ0048
 DQ0048.The horizontal coordinates were scaled from a topographic map and have
 DQ0048.an estimated accuracy of +/- 6 seconds.
 DQ0048
 DQ0048.The orthometric height was determined by differential leveling
 DQ0048.and adjusted by the National Geodetic Survey in June 1991..
 DQ0048
 DQ0048.The geoid height was determined by GEOID03.
 DQ0048
 DQ0048.The dynamic height is computed by dividing the NAVD 88
 DQ0048.geopotential number by the normal gravity value computed on the
 DQ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0048.degrees latitude (g = 980.6199 gals.).
 DQ0048
 DQ0048.The modeled gravity was interpolated from observed gravity values.
 DQ0048
 DQ0048;                    North         East    Units  Estimated Accuracy
 DQ0048;SPC TXNC     - 2,220,530.      236,310.      MT  (+/- 180 meters Scaled)
 DQ0048
 DQ0048                          SUPERSEDED SURVEY CONTROL
 DQ0048
 DQ0048  NGVD 29 (??/??/92) 1078.782  (m)         3539.30   (f) ADJ UNCH    2 0
 DQ0048
 DQ0048.Superseded values are not recommended for survey control.
 DQ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0048.See file dsdata.txt to determine how the superseded data were derived.
 DQ0048
 DQ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT394201(NAD 83)
 DQ0048_MARKER: B = BOLT
 DQ0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0048+STABILITY: SURFACE MOTION
 DQ0048
 DQ0048  HISTORY     - Date     Condition        Report By
 DQ0048  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0048  HISTORY     - 1934     GOOD             NGS
 DQ0048
 DQ0048                          STATION DESCRIPTION
 DQ0048
 DQ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0048'2.2 MI W FROM LEVELLAND.
 DQ0048'2.2 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0048'STATION AT LEVELLAND, HOCKLEY COUNTY, 45 FEET NORTHWEST OF MILEPOST
 DQ0048'28, 50 FEET NORTHWEST OF BRIDGE 27 B, 51 FEET NORTH OF THE CENTERLINE
 DQ0048'OF THE TRACK, AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A
 DQ0048'TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0315 ***********************************************************************
 BL0315  DESIGNATION -  28
 BL0315  PID         -  BL0315
 BL0315  STATE/COUNTY-  TX/JASPER
 BL0315  USGS QUAD   -  EVADALE (1984)
 BL0315
 BL0315                         *CURRENT SURVEY CONTROL
 BL0315  ___________________________________________________________________
 BL0315* NAD 83(1986)-  30 21 16.     (N)    094 03 42.     (W)     SCALED    
 BL0315* NAVD 88     -        14.33   (+/-2cm)      47.0    (feet)  VERTCON   
 BL0315  ___________________________________________________________________
 BL0315  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0315
 BL0315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0315
 BL0315.The horizontal coordinates were scaled from a topographic map and have
 BL0315.an estimated accuracy of +/- 6 seconds.
 BL0315
 BL0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0315.The vertical order pertains to the NGVD 29 superseded value.
 BL0315
 BL0315.The geoid height was determined by GEOID03.
 BL0315
 BL0315;                    North         East    Units  Estimated Accuracy
 BL0315;SPC TX C     - 3,093,240.    1,302,620.      MT  (+/- 180 meters Scaled)
 BL0315
 BL0315                          SUPERSEDED SURVEY CONTROL
 BL0315
 BL0315  NGVD 29 (??/??/92)   14.312  (m)           46.96   (f) ADJ UNCH    2 0
 BL0315
 BL0315.Superseded values are not recommended for survey control.
 BL0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0315.See file dsdata.txt to determine how the superseded data were derived.
 BL0315
 BL0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP979585(NAD 83)
 BL0315_MARKER: Z = SEE DESCRIPTION
 BL0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0315_SP_SET: SECTION RAIL
 BL0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0315
 BL0315  HISTORY     - Date     Condition        Report By
 BL0315  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0315  HISTORY     - 1935     GOOD             NGS
 BL0315
 BL0315                          STATION DESCRIPTION
 BL0315
 BL0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0315'7.3 MI NE FROM SILSBEE.
 BL0315'IN JASPER COUNTY, 7.3 MILES NORTHEAST ALONG THE GULF, COLORADO AND
 BL0315'SANTA FE RAILWAY FROM THE STATION AT SILSBEE, HARDIN COUNTY, OPPOSITE
 BL0315'MILEPOST 28, AND 8 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  THE
 BL0315'HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0099 ***********************************************************************
 FL0099  DESIGNATION -  28
 FL0099  PID         -  FL0099
 FL0099  STATE/COUNTY-  TX/WHEELER
 FL0099  USGS QUAD   -  MOBEETIE (1963)
 FL0099
 FL0099                         *CURRENT SURVEY CONTROL
 FL0099  ___________________________________________________________________
 FL0099* NAD 83(1986)-  35 32 02.     (N)    100 28 42.     (W)     SCALED    
 FL0099* NAVD 88     -       809.401  (meters)    2655.51   (feet)  ADJUSTED  
 FL0099  ___________________________________________________________________
 FL0099  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FL0099  DYNAMIC HT  -         808.526 (meters)    2652.64  (feet)  COMP
 FL0099  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 FL0099
 FL0099  VERT ORDER  -  SECOND    CLASS 0
 FL0099
 FL0099.The horizontal coordinates were scaled from a topographic map and have
 FL0099.an estimated accuracy of +/- 6 seconds.
 FL0099
 FL0099.The orthometric height was determined by differential leveling
 FL0099.and adjusted by the National Geodetic Survey in June 1991..
 FL0099
 FL0099.The geoid height was determined by GEOID03.
 FL0099
 FL0099.The dynamic height is computed by dividing the NAVD 88
 FL0099.geopotential number by the normal gravity value computed on the
 FL0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0099.degrees latitude (g = 980.6199 gals.).
 FL0099
 FL0099.The modeled gravity was interpolated from observed gravity values.
 FL0099
 FL0099;                    North         East    Units  Estimated Accuracy
 FL0099;SPC TX N     - 1,170,640.      292,650.      MT  (+/- 180 meters Scaled)
 FL0099
 FL0099                          SUPERSEDED SURVEY CONTROL
 FL0099
 FL0099  NGVD 29 (??/??/92)  809.059  (m)         2654.39   (f) ADJ UNCH    2 0
 FL0099
 FL0099.Superseded values are not recommended for survey control.
 FL0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0099.See file dsdata.txt to determine how the superseded data were derived.
 FL0099
 FL0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE659332(NAD 83)
 FL0099_MARKER: B = BOLT
 FL0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0099+STABILITY: SURFACE MOTION
 FL0099
 FL0099  HISTORY     - Date     Condition        Report By
 FL0099  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0099  HISTORY     - 1935     GOOD             NGS
 FL0099
 FL0099                          STATION DESCRIPTION
 FL0099
 FL0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0099'2.3 MI W FROM MOBEETIE.
 FL0099'2.3 MILES WEST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND
 FL0099'S.F. RAILROAD BETWEEN MOBEETIE AND LAKETON, AT MILE POST NO. 28. 147.6
 FL0099'FEET SOUTHWEST OF MILE POST 28, 106.5 FEET SOUTH OF SOUTH RAIL, AND
 FL0099'0.9 FEET NORTH RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1338 ***********************************************************************
 FL1338  DESIGNATION -  28
 FL1338  PID         -  FL1338
 FL1338  STATE/COUNTY-  TX/POTTER
 FL1338  USGS QUAD   -  MARSH (1953)
 FL1338
 FL1338                         *CURRENT SURVEY CONTROL
 FL1338  ___________________________________________________________________
 FL1338* NAD 83(1986)-  35 33 15.     (N)    101 55 22.     (W)     SCALED    
 FL1338* NAVD 88     -      1055.481  (meters)    3462.86   (feet)  ADJUSTED  
 FL1338  ___________________________________________________________________
 FL1338  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1338  DYNAMIC HT  -        1054.245 (meters)    3458.80  (feet)  COMP
 FL1338  MODELED GRAV-     979,427.0   (mgal)                       NAVD 88
 FL1338
 FL1338  VERT ORDER  -  SECOND    CLASS 0
 FL1338
 FL1338.The horizontal coordinates were scaled from a topographic map and have
 FL1338.an estimated accuracy of +/- 6 seconds.
 FL1338
 FL1338.The orthometric height was determined by differential leveling
 FL1338.and adjusted by the National Geodetic Survey in June 1991..
 FL1338
 FL1338.The geoid height was determined by GEOID03.
 FL1338
 FL1338.The dynamic height is computed by dividing the NAVD 88
 FL1338.geopotential number by the normal gravity value computed on the
 FL1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1338.degrees latitude (g = 980.6199 gals.).
 FL1338
 FL1338.The modeled gravity was interpolated from observed gravity values.
 FL1338
 FL1338;                    North         East    Units  Estimated Accuracy
 FL1338;SPC TX N     - 1,172,500.      161,670.      MT  (+/- 180 meters Scaled)
 FL1338
 FL1338                          SUPERSEDED SURVEY CONTROL
 FL1338
 FL1338  NGVD 29 (??/??/92) 1054.951  (m)         3461.12   (f) ADJ UNCH    2 0
 FL1338
 FL1338.Superseded values are not recommended for survey control.
 FL1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1338.See file dsdata.txt to determine how the superseded data were derived.
 FL1338
 FL1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE350384(NAD 83)
 FL1338_MARKER: B = BOLT
 FL1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1338+STABILITY: SURFACE MOTION
 FL1338
 FL1338  HISTORY     - Date     Condition        Report By
 FL1338  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1338  HISTORY     - 1934     GOOD             NGS
 FL1338
 FL1338                          STATION DESCRIPTION
 FL1338
 FL1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1338'23.9 MI SE FROM DUMAS.
 FL1338'23.9 MILES SE OF AND ALONG THE S.F.R.R. 560 FT. NE OF MILE POST 28. 98
 FL1338'FT. SE OF CENTER OF TRACK.  2 FT. NW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0123 ***********************************************************************
 DN0123  DESIGNATION -  28
 DN0123  PID         -  DN0123
 DN0123  STATE/COUNTY-  TX/FANNIN
 DN0123  USGS QUAD   -  TRENTON (1964)
 DN0123
 DN0123                         *CURRENT SURVEY CONTROL
 DN0123  ___________________________________________________________________
 DN0123* NAD 83(1986)-  33 24 49.     (N)    096 18 19.     (W)     SCALED    
 DN0123* NAVD 88     -       221.572  (meters)     726.94   (feet)  ADJUSTED  
 DN0123  ___________________________________________________________________
 DN0123  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DN0123  DYNAMIC HT  -         221.335 (meters)     726.16  (feet)  COMP
 DN0123  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 DN0123
 DN0123  VERT ORDER  -  FIRST     CLASS II
 DN0123
 DN0123.The horizontal coordinates were scaled from a topographic map and have
 DN0123.an estimated accuracy of +/- 6 seconds.
 DN0123
 DN0123.The orthometric height was determined by differential leveling
 DN0123.and adjusted by the National Geodetic Survey in June 1991..
 DN0123
 DN0123.The geoid height was determined by GEOID03.
 DN0123
 DN0123.The dynamic height is computed by dividing the NAVD 88
 DN0123.geopotential number by the normal gravity value computed on the
 DN0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0123.degrees latitude (g = 980.6199 gals.).
 DN0123
 DN0123.The modeled gravity was interpolated from observed gravity values.
 DN0123
 DN0123;                    North         East    Units  Estimated Accuracy
 DN0123;SPC TXNC     - 2,195,850.      804,110.      MT  (+/- 180 meters Scaled)
 DN0123
 DN0123                          SUPERSEDED SURVEY CONTROL
 DN0123
 DN0123  NGVD 29 (??/??/92)  221.549  (m)          726.87   (f) ADJ UNCH    1 2
 DN0123
 DN0123.Superseded values are not recommended for survey control.
 DN0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0123.See file dsdata.txt to determine how the superseded data were derived.
 DN0123
 DN0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC505003(NAD 83)
 DN0123_MARKER: S = SPIKE
 DN0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0123_SP_SET: CULVERT
 DN0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0123+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 DN0123
 DN0123  HISTORY     - Date     Condition        Report By
 DN0123  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0123  HISTORY     - 1933     GOOD             NGS
 DN0123  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0123  HISTORY     - 19940405 MARK NOT FOUND   USPSQD
 DN0123  HISTORY     - 20021007 GOOD             INDIV
 DN0123
 DN0123                          STATION DESCRIPTION
 DN0123
 DN0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0123'4.2 MI NW FROM LEONARD.
 DN0123'4.2 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0123'FROM LEONARD, FANNIN COUNTY, 15 POLES SOUTHEAST OF MILEPOST 690, AT A
 DN0123'CONCRETE CULVERT, AND IN THE TOP OF THE EAST END OF THE SOUTH
 DN0123'HEADWALL.  A RAILROAD SPIKE.
 DN0123
 DN0123                          STATION RECOVERY (1986)
 DN0123
 DN0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0123'MARK NOT FOUND.
 DN0123
 DN0123                          STATION RECOVERY (1994)
 DN0123
 DN0123'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0123'MARK NOT FOUND.
 DN0123
 DN0123                          STATION RECOVERY (2002)
 DN0123
 DN0123'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0123'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1933 NGS SURVEY.
 DN0123'AVERAGED LOCATION AND CORRECTED COORDINATES ARE (N 33 24.824 - W 096
 DN0123'18.321) DAWGIES OF GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0125 ***********************************************************************
 DN0125  DESIGNATION -  28 A
 DN0125  PID         -  DN0125
 DN0125  STATE/COUNTY-  TX/FANNIN
 DN0125  USGS QUAD   -  PIKE (1960)
 DN0125
 DN0125                         *CURRENT SURVEY CONTROL
 DN0125  ___________________________________________________________________
 DN0125* NAD 83(1986)-  33 21 29.     (N)    096 19 59.     (W)     SCALED    
 DN0125* NAVD 88     -       231.17   (+/-2cm)     758.4    (feet)  VERTCON   
 DN0125  ___________________________________________________________________
 DN0125  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DN0125
 DN0125  VERT ORDER  -  ? (See Below)
 DN0125
 DN0125.The horizontal coordinates were scaled from a topographic map and have
 DN0125.an estimated accuracy of +/- 6 seconds.
 DN0125
 DN0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0125.The vertical order pertains to the NGVD 29 superseded value.
 DN0125
 DN0125.The geoid height was determined by GEOID03.
 DN0125
 DN0125;                    North         East    Units  Estimated Accuracy
 DN0125;SPC TXNC     - 2,189,640.      801,650.      MT  (+/- 180 meters Scaled)
 DN0125
 DN0125                          SUPERSEDED SURVEY CONTROL
 DN0125
 DN0125  NGVD 29 (??/??/92)  231.147  (m)          758.35   (f) ADJ UNCH    ?  
 DN0125
 DN0125.Superseded values are not recommended for survey control.
 DN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0125.See file dsdata.txt to determine how the superseded data were derived.
 DN0125
 DN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB481941(NAD 83)
 DN0125_MARKER: Q = CHISELED SQUARE
 DN0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0125_SP_SET: CULVERT
 DN0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0125
 DN0125  HISTORY     - Date     Condition        Report By
 DN0125  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0125  HISTORY     - 1933     GOOD             NGS
 DN0125  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0125  HISTORY     - 19940405 MARK NOT FOUND   USPSQD
 DN0125
 DN0125                          STATION DESCRIPTION
 DN0125
 DN0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0125'0.4 MI SE FROM TRENTON.
 DN0125'0.4 MILE SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0125'FROM TRENTON, FANNIN COUNTY, AT A CONCRETE CULVERT, AND ON THE TOP OF
 DN0125'THE EAST CORNER OF THE SOUTH HEADWALL.  A CHISELED SQUARE.
 DN0125
 DN0125                          STATION RECOVERY (1986)
 DN0125
 DN0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0125'MARK NOT FOUND.
 DN0125
 DN0125                          STATION RECOVERY (1994)
 DN0125
 DN0125'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0127 ***********************************************************************
 DN0127  DESIGNATION -  28 B
 DN0127  PID         -  DN0127
 DN0127  STATE/COUNTY-  TX/FANNIN
 DN0127  USGS QUAD   -  PIKE (1960)
 DN0127
 DN0127                         *CURRENT SURVEY CONTROL
 DN0127  ___________________________________________________________________
 DN0127* NAD 83(1986)-  33 21 03.     (N)    096 20 24.     (W)     SCALED    
 DN0127* NAVD 88     -       228.55   (+/-2cm)     749.8    (feet)  VERTCON   
 DN0127  ___________________________________________________________________
 DN0127  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DN0127
 DN0127  VERT ORDER  -  ? (See Below)
 DN0127
 DN0127.The horizontal coordinates were scaled from a topographic map and have
 DN0127.an estimated accuracy of +/- 6 seconds.
 DN0127
 DN0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0127.The vertical order pertains to the NGVD 29 superseded value.
 DN0127
 DN0127.The geoid height was determined by GEOID03.
 DN0127
 DN0127;                    North         East    Units  Estimated Accuracy
 DN0127;SPC TXNC     - 2,188,830.      801,020.      MT  (+/- 180 meters Scaled)
 DN0127
 DN0127                          SUPERSEDED SURVEY CONTROL
 DN0127
 DN0127  NGVD 29 (??/??/92)  228.529  (m)          749.77   (f) ADJ UNCH    ?  
 DN0127
 DN0127.Superseded values are not recommended for survey control.
 DN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0127.See file dsdata.txt to determine how the superseded data were derived.
 DN0127
 DN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB475933(NAD 83)
 DN0127_MARKER: Q = CHISELED SQUARE
 DN0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0127_SP_SET: CULVERT
 DN0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0127
 DN0127  HISTORY     - Date     Condition        Report By
 DN0127  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0127  HISTORY     - 1933     GOOD             NGS
 DN0127  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0127  HISTORY     - 19940405 MARK NOT FOUND   USPSQD
 DN0127
 DN0127                          STATION DESCRIPTION
 DN0127
 DN0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0127'IN TRENTON.
 DN0127'AT TRENTON, FANNIN COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0127'TEXAS, 3-1/2 POLES NORTHWEST OF MILEPOST 688, AT A CONCRETE CULVERT,
 DN0127'AND ON THE TOP OF THE WEST END OF THE SOUTH HEADWALL.  A CHISELED
 DN0127'SQUARE.
 DN0127
 DN0127                          STATION RECOVERY (1986)
 DN0127
 DN0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0127'MARK NOT FOUND.
 DN0127
 DN0127                          STATION RECOVERY (1994)
 DN0127
 DN0127'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0761 ***********************************************************************
 DN0761  DESIGNATION -  28 TXRD
 DN0761  PID         -  DN0761
 DN0761  STATE/COUNTY-  TX/WISE
 DN0761  USGS QUAD   -  DECATUR (1972)
 DN0761
 DN0761                         *CURRENT SURVEY CONTROL
 DN0761  ___________________________________________________________________
 DN0761* NAD 83(1986)-  33 14 11.     (N)    097 34 49.     (W)     SCALED    
 DN0761* NAVD 88     -       323.139  (meters)    1060.17   (feet)  ADJUSTED  
 DN0761  ___________________________________________________________________
 DN0761  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DN0761  DYNAMIC HT  -         322.764 (meters)    1058.93  (feet)  COMP
 DN0761  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 DN0761
 DN0761  VERT ORDER  -  FIRST     CLASS II
 DN0761
 DN0761.The horizontal coordinates were scaled from a topographic map and have
 DN0761.an estimated accuracy of +/- 6 seconds.
 DN0761
 DN0761.The orthometric height was determined by differential leveling
 DN0761.and adjusted by the National Geodetic Survey in June 1991..
 DN0761
 DN0761.The geoid height was determined by GEOID03.
 DN0761
 DN0761.The dynamic height is computed by dividing the NAVD 88
 DN0761.geopotential number by the normal gravity value computed on the
 DN0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0761.degrees latitude (g = 980.6199 gals.).
 DN0761
 DN0761.The modeled gravity was interpolated from observed gravity values.
 DN0761
 DN0761;                    North         East    Units  Estimated Accuracy
 DN0761;SPC TXNC     - 2,174,440.      685,710.      MT  (+/- 180 meters Scaled)
 DN0761
 DN0761                          SUPERSEDED SURVEY CONTROL
 DN0761
 DN0761  NGVD 29 (??/??/92)  323.060  (m)         1059.91   (f) ADJ UNCH    1 2
 DN0761
 DN0761.Superseded values are not recommended for survey control.
 DN0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0761.See file dsdata.txt to determine how the superseded data were derived.
 DN0761
 DN0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB322783(NAD 83)
 DN0761_MARKER: P = PIPE CAP
 DN0761_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0761_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0761
 DN0761  HISTORY     - Date     Condition        Report By
 DN0761  HISTORY     - UNK      MONUMENTED       LOCENG
 DN0761  HISTORY     - 1952     GOOD             NGS
 DN0761  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0761
 DN0761                          STATION DESCRIPTION
 DN0761
 DN0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0761'IN DECATUR.
 DN0761'AT DECATUR, 130 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE FORT
 DN0761'WORTH AND DENVER CITY RAILROAD STATION, 44 FEET NORTH OF THE CENTER
 DN0761'LINE OF AN EAST AND WEST ROAD, 33.8 FEET WEST OF THE WEST RAIL OF THE
 DN0761'MAIN TRACK, 10.7 FEET NORTHEAST OF A POWER POLE, 9.4 FEET SOUTHWEST OF
 DN0761'A TELEGRAPH POLE, 2 FEET SOUTH OF A WITNESS POST, RIVETED ON THE TOP
 DN0761'OF AN IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  THIS
 DN0761'DESIGNATION WAS GIVEN THIS MARK BY THIS PARTY IN 1952.
 DN0761
 DN0761                          STATION RECOVERY (1984)
 DN0761
 DN0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0761'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1649 ***********************************************************************
 CS1649  DESIGNATION -  280 RESET
 CS1649  PID         -  CS1649
 CS1649  STATE/COUNTY-  TX/TARRANT
 CS1649  USGS QUAD   -  FORT WORTH (1981)
 CS1649
 CS1649                         *CURRENT SURVEY CONTROL
 CS1649  ___________________________________________________________________
 CS1649* NAD 83(1986)-  32 44 04.     (N)    097 15 42.     (W)     SCALED    
 CS1649* NAVD 88     -       199.486  (meters)     654.48   (feet)  ADJUSTED  
 CS1649  ___________________________________________________________________
 CS1649  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CS1649  DYNAMIC HT  -         199.253 (meters)     653.72  (feet)  COMP
 CS1649  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 CS1649
 CS1649  VERT ORDER  -  FIRST     CLASS II
 CS1649
 CS1649.The horizontal coordinates were scaled from a topographic map and have
 CS1649.an estimated accuracy of +/- 6 seconds.
 CS1649
 CS1649.The orthometric height was determined by differential leveling
 CS1649.and adjusted by the National Geodetic Survey in June 1991..
 CS1649
 CS1649.The geoid height was determined by GEOID03.
 CS1649
 CS1649.The dynamic height is computed by dividing the NAVD 88
 CS1649.geopotential number by the normal gravity value computed on the
 CS1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1649.degrees latitude (g = 980.6199 gals.).
 CS1649
 CS1649.The modeled gravity was interpolated from observed gravity values.
 CS1649
 CS1649;                    North         East    Units  Estimated Accuracy
 CS1649;SPC TXNC     - 2,119,090.      716,060.      MT  (+/- 180 meters Scaled)
 CS1649
 CS1649                          SUPERSEDED SURVEY CONTROL
 CS1649
 CS1649.No superseded survey control is available for this station.
 CS1649
 CS1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB628231(NAD 83)
 CS1649_MARKER: DB = BENCH MARK DISK
 CS1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1649_SP_SET: CONCRETE POST
 CS1649_STAMPING: 280 RESET 1957
 CS1649_MARK LOGO: CGS   
 CS1649_PROJECTION: PROJECTING 5 CENTIMETERS
 CS1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1649+STABILITY: SURFACE MOTION
 CS1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1649+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2002
 CS1649
 CS1649  HISTORY     - Date     Condition        Report By
 CS1649  HISTORY     - 1957     MONUMENTED       CGS
 CS1649  HISTORY     - 1986     GOOD             NGS
 CS1649  HISTORY     - 20021210 GOOD             GEOCAC
 CS1649
 CS1649                          STATION DESCRIPTION
 CS1649
 CS1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CS1649'IN FORT WORTH.
 CS1649'4.5 MILES SOUTHEAST FROM THE TARRANT COUNTY COURT HOUSE, IN FORT
 CS1649'WORTH, AT THE CROSSING OF OAKLAND STREET AND THE T. AND P.R.R., 1 FOOT
 CS1649'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE OF THE RAILROAD AND ABOUT
 CS1649'16 YARDS EAST OF THE EAST RIGHT-OF-WAY LINE OF OAKLAND, 7 YARDS EAST
 CS1649'OF A GATE IN THE FENCE LEADING INTO THE BACK YARD OF A SMALL
 CS1649'RESIDENCE.  A STANDARD DISK STAMPED 280 RESET 1957 AND SET IN A
 CS1649'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CS1649
 CS1649                          STATION RECOVERY (1986)
 CS1649
 CS1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1649'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FORT
 CS1649'WORTH, AT THE INTERSECTION OF MILLER AVENUE AND THE MISSOURI PACIFIC
 CS1649'RAILROAD, 28.2 M (92.5 FT) EAST OF THE CENTERLINE OF THE AVENUE, 14.2
 CS1649'M (46.6 FT) NORTH OF THE NEAR RAIL, 6.5 M (21.3 FT) EAST OF THE CENTER
 CS1649'OF A GATE, 0.8 M (2.6 FT) WEST OF A FENCE CORNER, AND 0.3 M (1.0 FT)
 CS1649'SOUTH OF A FENCE.
 CS1649'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 CS1649
 CS1649                          STATION RECOVERY (2002)
 CS1649
 CS1649'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1002 ***********************************************************************
 BY1002  DESIGNATION -  280.439
 BY1002  PID         -  BY1002
 BY1002  STATE/COUNTY-  TX/ANGELINA
 BY1002  USGS QUAD   -  HUNTINGTON (1980)
 BY1002
 BY1002                         *CURRENT SURVEY CONTROL
 BY1002  ___________________________________________________________________
 BY1002* NAD 83(1986)-  31 21 28.     (N)    094 30 09.     (W)     SCALED    
 BY1002* NAVD 88     -        85.49   (+/-2cm)     280.5    (feet)  VERTCON   
 BY1002  ___________________________________________________________________
 BY1002  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BY1002
 BY1002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1002
 BY1002.The horizontal coordinates were scaled from a topographic map and have
 BY1002.an estimated accuracy of +/- 6 seconds.
 BY1002
 BY1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1002.The vertical order pertains to the NGVD 29 superseded value.
 BY1002
 BY1002.The geoid height was determined by GEOID03.
 BY1002
 BY1002;                    North         East    Units  Estimated Accuracy
 BY1002;SPC TX C     - 3,202,010.    1,254,470.      MT  (+/- 180 meters Scaled)
 BY1002
 BY1002                          SUPERSEDED SURVEY CONTROL
 BY1002
 BY1002  NGVD 29 (??/??/92)   85.540  (m)          280.64   (f) ADJ UNCH    2 0
 BY1002
 BY1002.Superseded values are not recommended for survey control.
 BY1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1002.See file dsdata.txt to determine how the superseded data were derived.
 BY1002
 BY1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ570702(NAD 83)
 BY1002_MARKER: N = NAIL
 BY1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1002_SP_SET: TREE
 BY1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1002
 BY1002  HISTORY     - Date     Condition        Report By
 BY1002  HISTORY     - UNK      MONUMENTED       USGS
 BY1002  HISTORY     - 1949     GOOD             NGS
 BY1002
 BY1002                          STATION DESCRIPTION
 BY1002
 BY1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1002'2.4 MI S FROM EWING.
 BY1002'1.2 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1002'RAILROAD WATER TANK AT EWING, THENCE 1.2 MILES SOUTH ALONG A DIRT
 BY1002'ROAD, AT THE SOUTHWEST CORNER OF MCCLURE CEMETERY, 30.0 FEET NORTHEAST
 BY1002'OF THE CENTER LINE OF THE ROAD, 18.0 FEET SOUTHEAST OF THE CENTER LINE
 BY1002'OF THE DRIVEWAY TO THE CEMETERY, A COPPER NAIL AND WASHER IN THE
 BY1002'NORTHWEST ROOT OF AN 18-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0553 ***********************************************************************
 CC0553  DESIGNATION -  2806.20 TXHD
 CC0553  PID         -  CC0553
 CC0553  STATE/COUNTY-  TX/REEVES
 CC0553  USGS QUAD   -  NARROW BOW DRAW (1961)
 CC0553
 CC0553                         *CURRENT SURVEY CONTROL
 CC0553  ___________________________________________________________________
 CC0553* NAD 83(1986)-  31 43 59.     (N)    103 49 47.     (W)     SCALED    
 CC0553* NAVD 88     -       855.694  (meters)    2807.39   (feet)  ADJUSTED  
 CC0553  ___________________________________________________________________
 CC0553  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CC0553  DYNAMIC HT  -         854.423 (meters)    2803.22  (feet)  COMP
 CC0553  MODELED GRAV-     979,126.6   (mgal)                       NAVD 88
 CC0553
 CC0553  VERT ORDER  -  FIRST     CLASS II
 CC0553
 CC0553.The horizontal coordinates were scaled from a topographic map and have
 CC0553.an estimated accuracy of +/- 6 seconds.
 CC0553
 CC0553.The orthometric height was determined by differential leveling
 CC0553.and adjusted by the National Geodetic Survey in June 1991..
 CC0553
 CC0553.The geoid height was determined by GEOID03.
 CC0553
 CC0553.The dynamic height is computed by dividing the NAVD 88
 CC0553.geopotential number by the normal gravity value computed on the
 CC0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0553.degrees latitude (g = 980.6199 gals.).
 CC0553
 CC0553.The modeled gravity was interpolated from observed gravity values.
 CC0553
 CC0553;                    North         East    Units  Estimated Accuracy
 CC0553;SPC TX C     - 3,234,280.      368,730.      MT  (+/- 180 meters Scaled)
 CC0553
 CC0553                          SUPERSEDED SURVEY CONTROL
 CC0553
 CC0553.No superseded survey control is available for this station.
 CC0553
 CC0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR108114(NAD 83)
 CC0553_MARKER: DB = BENCH MARK DISK
 CC0553_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CC0553_SP_SET: HEADWALL
 CC0553_STAMPING: 2806.20 TXHD
 CC0553_MARK LOGO: TXHD  
 CC0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0553
 CC0553  HISTORY     - Date     Condition        Report By
 CC0553  HISTORY     - UNK      MONUMENTED       TXHD
 CC0553  HISTORY     - 1981     GOOD             NGS
 CC0553
 CC0553                          STATION DESCRIPTION
 CC0553
 CC0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0553'12.6 KM (7.85 MI) SE FROM ORLA.
 CC0553'12.6 KM (7.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0553'WITH FARM ROAD 652 IN ORLA, IN TOP OF AND 0.3 METER (1.0 FT) SOUTHEAST
 CC0553'OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A MASSIVE 4-CHANNEL
 CC0553'CONCRETE CULVERT, 6.7 METERS (22.0 FT) SOUTHWEST OF THE CENTERLINE
 CC0553'OF THE HIGHWAY.
 CC0553'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0882 ***********************************************************************
 BY0882  DESIGNATION -  280.791
 BY0882  PID         -  BY0882
 BY0882  STATE/COUNTY-  TX/ANGELINA
 BY0882  USGS QUAD   -  LUFKIN (1980)
 BY0882
 BY0882                         *CURRENT SURVEY CONTROL
 BY0882  ___________________________________________________________________
 BY0882* NAD 83(1986)-  31 16 02.     (N)    094 38 15.     (W)     SCALED    
 BY0882* NAVD 88     -        85.58   (+/-2cm)     280.8    (feet)  VERTCON   
 BY0882  ___________________________________________________________________
 BY0882  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BY0882
 BY0882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0882
 BY0882.The horizontal coordinates were scaled from a topographic map and have
 BY0882.an estimated accuracy of +/- 6 seconds.
 BY0882
 BY0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0882.The vertical order pertains to the NGVD 29 superseded value.
 BY0882
 BY0882.The geoid height was determined by GEOID03.
 BY0882
 BY0882;                    North         East    Units  Estimated Accuracy
 BY0882;SPC TX C     - 3,191,310.    1,242,160.      MT  (+/- 180 meters Scaled)
 BY0882
 BY0882                          SUPERSEDED SURVEY CONTROL
 BY0882
 BY0882  NGVD 29 (??/??/92)   85.619  (m)          280.90   (f) ADJ UNCH    2 0
 BY0882
 BY0882.Superseded values are not recommended for survey control.
 BY0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0882.See file dsdata.txt to determine how the superseded data were derived.
 BY0882
 BY0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ441603(NAD 83)
 BY0882_MARKER: N = NAIL
 BY0882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0882_SP_SET: TREE
 BY0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0882
 BY0882  HISTORY     - Date     Condition        Report By
 BY0882  HISTORY     - UNK      MONUMENTED       USGS
 BY0882  HISTORY     - 1949     GOOD             NGS
 BY0882
 BY0882                          STATION DESCRIPTION
 BY0882
 BY0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0882'1.5 MI SW FROM HOMER.
 BY0882'1.5 MILES SOUTHWEST ALONG FARM ROAD 326 FROM THE JUNCTION OF FARM ROAD
 BY0882'326 AND U.S. HIGHWAY 69 AT HOMER, AT A ROAD JUNCTION, 161.0 FEET NORTH
 BY0882'OF THE CENTER LINE OF A DIRT ROAD LEADING WEST, 50.0 FEET WEST OF THE
 BY0882'CENTER LINE OF FARM ROAD 326, 10.0 FEET WEST OF A FENCE LINE, A COPPER
 BY0882'NAIL AND WASHER IN THE NORTHEAST ROOT OF A 12-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0086 ***********************************************************************
 AJ0086  DESIGNATION -  281 1
 AJ0086  PID         -  AJ0086
 AJ0086  STATE/COUNTY-  TX/JIM WELLS
 AJ0086  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0086
 AJ0086                         *CURRENT SURVEY CONTROL
 AJ0086  ___________________________________________________________________
 AJ0086* NAD 83(1986)-  27 32 23.     (N)    098 05 56.     (W)     SCALED    
 AJ0086* NAVD 88     -        50.56   (+/-2cm)     165.9    (feet)  VERTCON   
 AJ0086  ___________________________________________________________________
 AJ0086  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AJ0086
 AJ0086  VERT ORDER  -  ? (See Below)
 AJ0086
 AJ0086.The horizontal coordinates were scaled from a topographic map and have
 AJ0086.an estimated accuracy of +/- 6 seconds.
 AJ0086
 AJ0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0086.The vertical order pertains to the NGVD 29 superseded value.
 AJ0086
 AJ0086.The geoid height was determined by GEOID03.
 AJ0086
 AJ0086;                    North         East    Units  Estimated Accuracy
 AJ0086;SPC TX S     - 5,207,590.      339,620.      MT  (+/- 180 meters Scaled)
 AJ0086
 AJ0086                          SUPERSEDED SURVEY CONTROL
 AJ0086
 AJ0086  NGVD 29 (??/??/92)   50.663  (m)          166.22   (f) ADJ UNCH    ?  
 AJ0086
 AJ0086.Superseded values are not recommended for survey control.
 AJ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0086.See file dsdata.txt to determine how the superseded data were derived.
 AJ0086
 AJ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR889465(NAD 83)
 AJ0086_MARKER: DD = SURVEY DISK
 AJ0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0086_SP_SET: BRIDGE
 AJ0086_STAMPING: 281-1
 AJ0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0086
 AJ0086  HISTORY     - Date     Condition        Report By
 AJ0086  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0086  HISTORY     - 1976     GOOD             TXHD
 AJ0086
 AJ0086                          STATION DESCRIPTION
 AJ0086
 AJ0086'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0086'12.05 MI N FROM PREMONT.
 AJ0086'12.05 MILES NORTH ALONG U. S. HIGHWAY NO. 281 FROM THE TEXAS AND NEW
 AJ0086'ORLEANS RAILROAD STATION AT PREMONT, 0.75 MILE SOUTH OF THE JUNCTION
 AJ0086'OF STATE HIGHWAY 141 AND F.M. 2295 ROAD, SET IN THE TOP OF THE SOUTH
 AJ0086'END OF THE WEST HEADWALL OF HIGHWAY BRIDGE OVER ESCONDIDO CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0088 ***********************************************************************
 AJ0088  DESIGNATION -  281 2
 AJ0088  PID         -  AJ0088
 AJ0088  STATE/COUNTY-  TX/JIM WELLS
 AJ0088  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0088
 AJ0088                         *CURRENT SURVEY CONTROL
 AJ0088  ___________________________________________________________________
 AJ0088* NAD 83(1986)-  27 31 30.     (N)    098 06 04.     (W)     SCALED    
 AJ0088* NAVD 88     -        50.17   (+/-2cm)     164.6    (feet)  VERTCON   
 AJ0088  ___________________________________________________________________
 AJ0088  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AJ0088
 AJ0088  VERT ORDER  -  ? (See Below)
 AJ0088
 AJ0088.The horizontal coordinates were scaled from a topographic map and have
 AJ0088.an estimated accuracy of +/- 6 seconds.
 AJ0088
 AJ0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0088.The vertical order pertains to the NGVD 29 superseded value.
 AJ0088
 AJ0088.The geoid height was determined by GEOID03.
 AJ0088
 AJ0088;                    North         East    Units  Estimated Accuracy
 AJ0088;SPC TX S     - 5,205,950.      339,400.      MT  (+/- 180 meters Scaled)
 AJ0088
 AJ0088                          SUPERSEDED SURVEY CONTROL
 AJ0088
 AJ0088  NGVD 29 (??/??/92)   50.274  (m)          164.94   (f) ADJ UNCH    ?  
 AJ0088
 AJ0088.Superseded values are not recommended for survey control.
 AJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0088.See file dsdata.txt to determine how the superseded data were derived.
 AJ0088
 AJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR887449(NAD 83)
 AJ0088_MARKER: DD = SURVEY DISK
 AJ0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0088_SP_SET: CULVERT
 AJ0088_STAMPING: 281-2
 AJ0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0088
 AJ0088  HISTORY     - Date     Condition        Report By
 AJ0088  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0088  HISTORY     - 1976     GOOD             TXHD
 AJ0088
 AJ0088                          STATION DESCRIPTION
 AJ0088
 AJ0088'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0088'11.05 MI N FROM PREMONT.
 AJ0088'11.05 MILES NORTH ALONG U. S. HIGHWAY NO. 281 FROM THE TEXAS AND NEW
 AJ0088'ORLEANS RAILWAY STATION AT PREMONT, 1 MILE SOUTH OF A BRIDGE OVER
 AJ0088'ESCONDIDO CREEK, SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL
 AJ0088'OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0089 ***********************************************************************
 AJ0089  DESIGNATION -  281 3
 AJ0089  PID         -  AJ0089
 AJ0089  STATE/COUNTY-  TX/JIM WELLS
 AJ0089  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0089
 AJ0089                         *CURRENT SURVEY CONTROL
 AJ0089  ___________________________________________________________________
 AJ0089* NAD 83(1986)-  27 30 29.     (N)    098 06 12.     (W)     SCALED    
 AJ0089* NAVD 88     -        49.79   (+/-2cm)     163.4    (feet)  VERTCON   
 AJ0089  ___________________________________________________________________
 AJ0089  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AJ0089
 AJ0089  VERT ORDER  -  ? (See Below)
 AJ0089
 AJ0089.The horizontal coordinates were scaled from a topographic map and have
 AJ0089.an estimated accuracy of +/- 6 seconds.
 AJ0089
 AJ0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0089.The vertical order pertains to the NGVD 29 superseded value.
 AJ0089
 AJ0089.The geoid height was determined by GEOID03.
 AJ0089
 AJ0089;                    North         East    Units  Estimated Accuracy
 AJ0089;SPC TX S     - 5,204,080.      339,190.      MT  (+/- 180 meters Scaled)
 AJ0089
 AJ0089                          SUPERSEDED SURVEY CONTROL
 AJ0089
 AJ0089  NGVD 29 (??/??/92)   49.895  (m)          163.70   (f) ADJ UNCH    ?  
 AJ0089
 AJ0089.Superseded values are not recommended for survey control.
 AJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0089.See file dsdata.txt to determine how the superseded data were derived.
 AJ0089
 AJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR885430(NAD 83)
 AJ0089_MARKER: DD = SURVEY DISK
 AJ0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0089_SP_SET: CULVERT
 AJ0089_STAMPING: 281-3
 AJ0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0089
 AJ0089  HISTORY     - Date     Condition        Report By
 AJ0089  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0089  HISTORY     - 1976     GOOD             TXHD
 AJ0089
 AJ0089                          STATION DESCRIPTION
 AJ0089
 AJ0089'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0089'9.95 MI N FROM PREMONT.
 AJ0089'9.95 MILES NORTH ALONG U.S. HIGHWAY NO. 281 FROM THE TEXAS AND NEW
 AJ0089'ORLEANS RAILWAY STATION AT PREMONT, 2.1 MILES SOUTH OF A BRIDGE OVER
 AJ0089'ESCONDIDO CREEK, SET IN THE TOP OF NORTH END OF WEST HEADWALL OF A
 AJ0089'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1879 ***********************************************************************
 BK1879  DESIGNATION -  281.63 ATSFRR
 BK1879  PID         -  BK1879
 BK1879  STATE/COUNTY-  TX/JASPER
 BK1879  USGS QUAD   -  JASPER EAST (1984)
 BK1879
 BK1879                         *CURRENT SURVEY CONTROL
 BK1879  ___________________________________________________________________
 BK1879* NAD 83(1986)-  30 53 30.     (N)    093 55 51.     (W)     SCALED    
 BK1879* NAVD 88     -        86.13   (+/-2cm)     282.6    (feet)  VERTCON   
 BK1879  ___________________________________________________________________
 BK1879  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BK1879
 BK1879  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1879
 BK1879.The horizontal coordinates were scaled from a topographic map and have
 BK1879.an estimated accuracy of +/- 6 seconds.
 BK1879
 BK1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1879.The vertical order pertains to the NGVD 29 superseded value.
 BK1879
 BK1879.The geoid height was determined by GEOID03.
 BK1879
 BK1879;                    North         East    Units  Estimated Accuracy
 BK1879;SPC TX C     - 3,153,410.    1,311,750.      MT  (+/- 180 meters Scaled)
 BK1879
 BK1879                          SUPERSEDED SURVEY CONTROL
 BK1879
 BK1879  NGVD 29 (??/??/??)   86.134  (m)          282.59   (f) ADJUSTED    1 2
 BK1879
 BK1879.Superseded values are not recommended for survey control.
 BK1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1879.See file dsdata.txt to determine how the superseded data were derived.
 BK1879
 BK1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ110179(NAD 83)
 BK1879_MARKER: Z = SEE DESCRIPTION
 BK1879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1879_SP_SET: RAIL
 BK1879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1879
 BK1879  HISTORY     - Date     Condition        Report By
 BK1879  HISTORY     - UNK      MONUMENTED       CGS
 BK1879  HISTORY     - 1932     GOOD             CGS
 BK1879  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1879
 BK1879                          STATION DESCRIPTION
 BK1879
 BK1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1879'6.5 MI N FROM ROGANVILLE.
 BK1879'6.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1879'STATION AT ROGANVILLE, JASPER COUNTY, 80 FEET NORTHWEST OF MILE RAIL
 BK1879'69, 35 FEET WEST OF THE TRACK, AND 3 FEET WEST OF MILE POLE 69. THE
 BK1879'TOP OF A VERTICAL RAIL PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- ROADS
 BK1879'IMPASSABLE.
 BK1879
 BK1879                          STATION RECOVERY (1934)
 BK1879
 BK1879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0550 ***********************************************************************
 CC0550  DESIGNATION -  2829.88 TXHD
 CC0550  PID         -  CC0550
 CC0550  STATE/COUNTY-  TX/REEVES
 CC0550  USGS QUAD   -  ORLA SE (1961)
 CC0550
 CC0550                         *CURRENT SURVEY CONTROL
 CC0550  ___________________________________________________________________
 CC0550* NAD 83(1986)-  31 45 09.     (N)    103 50 46.     (W)     SCALED    
 CC0550* NAVD 88     -       862.933  (meters)    2831.14   (feet)  ADJUSTED  
 CC0550  ___________________________________________________________________
 CC0550  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CC0550  DYNAMIC HT  -         861.651 (meters)    2826.93  (feet)  COMP
 CC0550  MODELED GRAV-     979,126.0   (mgal)                       NAVD 88
 CC0550
 CC0550  VERT ORDER  -  FIRST     CLASS II
 CC0550
 CC0550.The horizontal coordinates were scaled from a topographic map and have
 CC0550.an estimated accuracy of +/- 6 seconds.
 CC0550
 CC0550.The orthometric height was determined by differential leveling
 CC0550.and adjusted by the National Geodetic Survey in June 1991..
 CC0550
 CC0550.The geoid height was determined by GEOID03.
 CC0550
 CC0550.The dynamic height is computed by dividing the NAVD 88
 CC0550.geopotential number by the normal gravity value computed on the
 CC0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0550.degrees latitude (g = 980.6199 gals.).
 CC0550
 CC0550.The modeled gravity was interpolated from observed gravity values.
 CC0550
 CC0550;                    North         East    Units  Estimated Accuracy
 CC0550;SPC TX C     - 3,236,490.      367,240.      MT  (+/- 180 meters Scaled)
 CC0550
 CC0550                          SUPERSEDED SURVEY CONTROL
 CC0550
 CC0550.No superseded survey control is available for this station.
 CC0550
 CC0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR092135(NAD 83)
 CC0550_MARKER: DB = BENCH MARK DISK
 CC0550_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CC0550_SP_SET: HEADWALL
 CC0550_STAMPING: 2829.88
 CC0550_MARK LOGO: TXHD  
 CC0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0550+STABILITY: SURFACE MOTION
 CC0550
 CC0550  HISTORY     - Date     Condition        Report By
 CC0550  HISTORY     - UNK      MONUMENTED       TXHD
 CC0550  HISTORY     - 1981     GOOD             NGS
 CC0550
 CC0550                          STATION DESCRIPTION
 CC0550
 CC0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0550'9.9 KM (6.15 MI) SE FROM ORLA.
 CC0550'9.9 KM (6.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0550'WITH FARM ROAD 652 IN ORLA, IN TOP OF AND 0.3 METER (1.0 FT) SOUTHEAST
 CC0550'OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A MULTI-CONCRETE
 CC0550'CULVERT, 7.6 METERS (25.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CC0550'HIGHWAY.
 CC0550'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2539 ***********************************************************************
 AW2539  DESIGNATION -  283
 AW2539  PID         -  AW2539
 AW2539  STATE/COUNTY-  TX/CHAMBERS
 AW2539  USGS QUAD   -  STOWELL (1993)
 AW2539
 AW2539                         *CURRENT SURVEY CONTROL
 AW2539  ___________________________________________________________________
 AW2539* NAD 83(1986)-  29 47 28.     (N)    094 26 54.     (W)     SCALED    
 AW2539* NAVD 88     -         7.21   (+/-2cm)      23.7    (feet)  VERTCON   
 AW2539  ___________________________________________________________________
 AW2539  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2539
 AW2539  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2539
 AW2539.The horizontal coordinates were scaled from a topographic map and have
 AW2539.an estimated accuracy of +/- 6 seconds.
 AW2539
 AW2539.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2539.The vertical order pertains to the NGVD 29 superseded value.
 AW2539
 AW2539.The geoid height was determined by GEOID03.
 AW2539
 AW2539;                    North         East    Units  Estimated Accuracy
 AW2539;SPC TXSC     - 4,225,540.    1,039,930.      MT  (+/- 180 meters Scaled)
 AW2539
 AW2539                          SUPERSEDED SURVEY CONTROL
 AW2539
 AW2539  NGVD 29 (??/??/92)    7.207  (m)           23.64   (f) ADJ UNCH    1 2
 AW2539
 AW2539.Superseded values are not recommended for survey control.
 AW2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2539.See file dsdata.txt to determine how the superseded data were derived.
 AW2539
 AW2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN600965(NAD 83)
 AW2539_MARKER: Z = SEE DESCRIPTION
 AW2539_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2539_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2539
 AW2539  HISTORY     - Date     Condition        Report By
 AW2539  HISTORY     - UNK      MONUMENTED       USGS
 AW2539  HISTORY     - 1953     GOOD             NGS
 AW2539  HISTORY     - 1959     MARK NOT FOUND   NGS
 AW2539  HISTORY     - 19950803 MARK NOT FOUND   USPSQD
 AW2539  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 AW2539  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2539  HISTORY     - 20030120 MARK NOT FOUND   USPSQD
 AW2539  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2539
 AW2539                          STATION DESCRIPTION
 AW2539
 AW2539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW2539'4.05 MI W FROM STOWELL.
 AW2539'0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2539'STOWELL, THENCE 3.95 MILES WEST ALONG STATE HIGHWAY 73 T, 78 YARDS
 AW2539'SOUTHEAST OF BENCH MARK A 1012, 119 FEET SOUTHEAST OF THE SOUTHEAST
 AW2539'CORNER OF A FARMHOUSE, DIRECTLY BENEATH A WINDMILL TOWER, FLUSH WITH
 AW2539'THE GROUND, THE HIGH POINT OF THE SOUTHWEST SIDE OF A 4 INCH WATER
 AW2539'PIPE.
 AW2539
 AW2539                          STATION RECOVERY (1959)
 AW2539
 AW2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW2539'MARK NOT FOUND.
 AW2539
 AW2539                          STATION RECOVERY (1995)
 AW2539
 AW2539'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2539'MARK NOT FOUND.
 AW2539
 AW2539                          STATION RECOVERY (1996)
 AW2539
 AW2539'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2539'MARK NOT FOUND.
 AW2539
 AW2539                          STATION RECOVERY (2001)
 AW2539
 AW2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2539'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2539
 AW2539                          STATION RECOVERY (2003)
 AW2539
 AW2539'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2539'MARK NOT FOUND.
 AW2539
 AW2539                          STATION RECOVERY (2004)
 AW2539
 AW2539'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0190 ***********************************************************************
 BP0190  DESIGNATION -  2830
 BP0190  PID         -  BP0190
 BP0190  STATE/COUNTY-  TX/PECOS
 BP0190  USGS QUAD   -  PANTHER BLUFF (1970)
 BP0190
 BP0190                         *CURRENT SURVEY CONTROL
 BP0190  ___________________________________________________________________
 BP0190* NAD 83(1986)-  30 51 51.     (N)    102 35 18.     (W)     SCALED    
 BP0190* NAVD 88     -       862.351  (meters)    2829.23   (feet)  ADJUSTED  
 BP0190  ___________________________________________________________________
 BP0190  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BP0190  DYNAMIC HT  -         861.049 (meters)    2824.96  (feet)  COMP
 BP0190  MODELED GRAV-     979,103.0   (mgal)                       NAVD 88
 BP0190
 BP0190  VERT ORDER  -  FIRST     CLASS II
 BP0190
 BP0190.The horizontal coordinates were scaled from a topographic map and have
 BP0190.an estimated accuracy of +/- 6 seconds.
 BP0190
 BP0190.The orthometric height was determined by differential leveling
 BP0190.and adjusted by the National Geodetic Survey in June 1991..
 BP0190
 BP0190.The geoid height was determined by GEOID03.
 BP0190
 BP0190.The dynamic height is computed by dividing the NAVD 88
 BP0190.geopotential number by the normal gravity value computed on the
 BP0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0190.degrees latitude (g = 980.6199 gals.).
 BP0190
 BP0190.The modeled gravity was interpolated from observed gravity values.
 BP0190
 BP0190;                    North         East    Units  Estimated Accuracy
 BP0190;SPC TX C     - 3,134,930.      484,370.      MT  (+/- 180 meters Scaled)
 BP0190
 BP0190                          SUPERSEDED SURVEY CONTROL
 BP0190
 BP0190  NGVD 29 (??/??/92)  862.018  (m)         2828.14   (f) ADJ UNCH    1 2
 BP0190
 BP0190.Superseded values are not recommended for survey control.
 BP0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0190.See file dsdata.txt to determine how the superseded data were derived.
 BP0190
 BP0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ305170(NAD 83)
 BP0190_MARKER: P = PIPE CAP
 BP0190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0190_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0190_STAMPING: 2828.137 1920
 BP0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0190
 BP0190  HISTORY     - Date     Condition        Report By
 BP0190  HISTORY     - 1920     MONUMENTED       USGS
 BP0190  HISTORY     - 1958     GOOD             NGS
 BP0190
 BP0190                          STATION DESCRIPTION
 BP0190
 BP0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0190'17.3 MI E FROM FORT STOCKTON.
 BP0190'ABOUT 17.3 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0190'SANTA FE RAILWAY STATION AT FORT STOCKTON, 51 FEET SOUTH OF THE CENTER
 BP0190'LINE OF THE HIGHWAY, AT THE JUNCTION OF A GRADED DIRT ROAD LEADING
 BP0190'SOUTHEAST, IN THE WEST PORTION OF A SMALL TRIANGLE OF THE DIRT ROAD,
 BP0190'24 FEET NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 57 FEET
 BP0190'NORTHEAST OF THE SOUTHWEST RIGHT OF WAY FENCE, 1 1/2 FEET NORTH OF A
 BP0190'6-INCH PIPE TELEPHONE POLE, A U.S.G.S. CAP ON THE TOP OF A 3-INCH IRON
 BP0190'PIPE PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0191 ***********************************************************************
 BP0191  DESIGNATION -  2834
 BP0191  PID         -  BP0191
 BP0191  STATE/COUNTY-  TX/PECOS
 BP0191  USGS QUAD   -  PANTHER BLUFF (1970)
 BP0191
 BP0191                         *CURRENT SURVEY CONTROL
 BP0191  ___________________________________________________________________
 BP0191* NAD 83(1986)-  30 52 28.     (N)    102 37 05.     (W)     SCALED    
 BP0191* NAVD 88     -       863.540  (meters)    2833.13   (feet)  ADJUSTED  
 BP0191  ___________________________________________________________________
 BP0191  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 BP0191  DYNAMIC HT  -         862.233 (meters)    2828.84  (feet)  COMP
 BP0191  MODELED GRAV-     979,098.6   (mgal)                       NAVD 88
 BP0191
 BP0191  VERT ORDER  -  FIRST     CLASS II
 BP0191
 BP0191.The horizontal coordinates were scaled from a topographic map and have
 BP0191.an estimated accuracy of +/- 6 seconds.
 BP0191
 BP0191.The orthometric height was determined by differential leveling
 BP0191.and adjusted by the National Geodetic Survey in June 1991..
 BP0191
 BP0191.The geoid height was determined by GEOID03.
 BP0191
 BP0191.The dynamic height is computed by dividing the NAVD 88
 BP0191.geopotential number by the normal gravity value computed on the
 BP0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0191.degrees latitude (g = 980.6199 gals.).
 BP0191
 BP0191.The modeled gravity was interpolated from observed gravity values.
 BP0191
 BP0191;                    North         East    Units  Estimated Accuracy
 BP0191;SPC TX C     - 3,136,130.      481,560.      MT  (+/- 180 meters Scaled)
 BP0191
 BP0191                          SUPERSEDED SURVEY CONTROL
 BP0191
 BP0191  NGVD 29 (??/??/92)  863.203  (m)         2832.03   (f) ADJ UNCH    1 2
 BP0191
 BP0191.Superseded values are not recommended for survey control.
 BP0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0191.See file dsdata.txt to determine how the superseded data were derived.
 BP0191
 BP0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ277181(NAD 83)
 BP0191_MARKER: DD = SURVEY DISK
 BP0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0191_SP_SET: CULVERT
 BP0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0191
 BP0191  HISTORY     - Date     Condition        Report By
 BP0191  HISTORY     - UNK      MONUMENTED       USGS
 BP0191  HISTORY     - 1933     GOOD             NGS
 BP0191  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0191
 BP0191                          STATION DESCRIPTION
 BP0191
 BP0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BP0191'16.8 MI E FROM FORT STOCKTON.
 BP0191'1.7 MILES WEST OF T ROAD TO SOUTH, 0.24 MILES WEST OF ANGLE IN ROAD,
 BP0191'ON TOP OF NORTH HEADING OF CONCRETE CULVERT.
 BP0191
 BP0191                          STATION RECOVERY (1958)
 BP0191
 BP0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1679 ***********************************************************************
 AN1679  DESIGNATION -  283.81
 AN1679  PID         -  AN1679
 AN1679  STATE/COUNTY-  TX/KARNES
 AN1679  USGS QUAD   -  RUNGE (1987)
 AN1679
 AN1679                         *CURRENT SURVEY CONTROL
 AN1679  ___________________________________________________________________
 AN1679* NAD 83(1986)-  28 52 51.     (N)    097 43 03.     (W)     SCALED    
 AN1679* NAVD 88     -        89.57   (+/-2cm)     293.9    (feet)  VERTCON   
 AN1679  ___________________________________________________________________
 AN1679  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN1679
 AN1679  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1679
 AN1679.The horizontal coordinates were scaled from a topographic map and have
 AN1679.an estimated accuracy of +/- 6 seconds.
 AN1679
 AN1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1679.The vertical order pertains to the NGVD 29 superseded value.
 AN1679
 AN1679.The geoid height was determined by GEOID03.
 AN1679
 AN1679;                    North         East    Units  Estimated Accuracy
 AN1679;SPC TXSC     - 4,116,780.      725,090.      MT  (+/- 180 meters Scaled)
 AN1679
 AN1679                          SUPERSEDED SURVEY CONTROL
 AN1679
 AN1679  NGVD 29 (??/??/92)   89.562  (m)          293.84   (f) ADJ UNCH    2 0
 AN1679
 AN1679.Superseded values are not recommended for survey control.
 AN1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1679.See file dsdata.txt to determine how the superseded data were derived.
 AN1679
 AN1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS250954(NAD 83)
 AN1679_MARKER: N = NAIL
 AN1679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1679_SP_SET: POLE
 AN1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1679
 AN1679  HISTORY     - Date     Condition        Report By
 AN1679  HISTORY     - UNK      MONUMENTED       TXHD
 AN1679  HISTORY     - 1933     GOOD             NGS
 AN1679
 AN1679                          STATION DESCRIPTION
 AN1679
 AN1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AN1679'0.3 MI SW FROM RUNGE.
 AN1679'AT RUNGE, KARNES COUNTY, 0.3 MILE SOUTHWEST ALONG THE TEXAS AND NEW
 AN1679'ORLEANS RAILROAD FROM THE STATION, 81 YARDS NORTHEAST OF A HIGHWAY
 AN1679'UNDERPASS, 54 YARDS NORTHWEST OF THE CENTER LINE OF THE TRACK, 37.3
 AN1679'FEET NORTHWEST OF A FENCE CORNER, IN A POLE, AND ABOUT 0.4 FOOT HIGHER
 AN1679'THAN THE GROUND.  THE HEAD OF THE TOP NAIL OF TWO 16-PENNY AND ONE
 AN1679'40-PENNY NAILS DRIVEN ONE ABOVE THE OTHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1715 ***********************************************************************
 CS1715  DESIGNATION -  284
 CS1715  PID         -  CS1715
 CS1715  STATE/COUNTY-  TX/TARRANT
 CS1715  USGS QUAD   -  FORT WORTH (1981)
 CS1715
 CS1715                         *CURRENT SURVEY CONTROL
 CS1715  ___________________________________________________________________
 CS1715* NAD 83(1986)-  32 43 35.     (N)    097 18 00.     (W)     SCALED    
 CS1715* NAVD 88     -       182.967  (meters)     600.28   (feet)  ADJUSTED  
 CS1715  ___________________________________________________________________
 CS1715  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS1715  DYNAMIC HT  -         182.753 (meters)     599.58  (feet)  COMP
 CS1715  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 CS1715
 CS1715  VERT ORDER  -  FIRST     CLASS II
 CS1715
 CS1715.The horizontal coordinates were scaled from a topographic map and have
 CS1715.an estimated accuracy of +/- 6 seconds.
 CS1715
 CS1715.The orthometric height was determined by differential leveling
 CS1715.and adjusted by the National Geodetic Survey in June 1991..
 CS1715
 CS1715.The geoid height was determined by GEOID03.
 CS1715
 CS1715.The dynamic height is computed by dividing the NAVD 88
 CS1715.geopotential number by the normal gravity value computed on the
 CS1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1715.degrees latitude (g = 980.6199 gals.).
 CS1715
 CS1715.The modeled gravity was interpolated from observed gravity values.
 CS1715
 CS1715;                    North         East    Units  Estimated Accuracy
 CS1715;SPC TXNC     - 2,118,160.      712,470.      MT  (+/- 180 meters Scaled)
 CS1715
 CS1715                          SUPERSEDED SURVEY CONTROL
 CS1715
 CS1715  NGVD 29 (??/??/92)  182.974  (m)          600.31   (f) ADJ UNCH    1 2
 CS1715
 CS1715.Superseded values are not recommended for survey control.
 CS1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1715.See file dsdata.txt to determine how the superseded data were derived.
 CS1715
 CS1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB593222(NAD 83)
 CS1715_MARKER: DB = BENCH MARK DISK
 CS1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1715_STAMPING: 284 600.307
 CS1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1715+STABILITY: SURFACE MOTION
 CS1715
 CS1715  HISTORY     - Date     Condition        Report By
 CS1715  HISTORY     - UNK      MONUMENTED       TXGS
 CS1715  HISTORY     - 1956     GOOD             NGS
 CS1715  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS1715
 CS1715                          STATION DESCRIPTION
 CS1715
 CS1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1715'IN FORT WORTH.
 CS1715'ABOUT 3.1 MILES SOUTHEAST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT
 CS1715'THE INTERSECTION OF BELZISE TERRACE AND EAST MADDOX AVENUE, 18 FEET
 CS1715'SOUTH OF THE CENTERLINE OF EAST MADDOX, IN THE SOUTH RIGHT-OF-WAY
 CS1715'LINE, IN FRONT OF HOUSE NUMBER 1922 EAST MADDOX AND 8 FEET EAST OF THE
 CS1715'CENTER OF A STEEL POWER TOWER.  IT IS 0.2 MILE EAST OF SOUTH
 CS1715'RIVERSIDE.  A STANDARD T.G.S. DISK STAMPED 284 600.307 IN A CONCRETE
 CS1715'POST WHICH IS ABOUT FLUSH WITH THE SURFACE OF THE YARD.
 CS1715
 CS1715                          STATION RECOVERY (1966)
 CS1715
 CS1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0188 ***********************************************************************
 BP0188  DESIGNATION -  2841
 BP0188  PID         -  BP0188
 BP0188  STATE/COUNTY-  TX/PECOS
 BP0188  USGS QUAD   -  PANTHER BLUFF (1970)
 BP0188
 BP0188                         *CURRENT SURVEY CONTROL
 BP0188  ___________________________________________________________________
 BP0188* NAD 83(1986)-  30 51 38.     (N)    102 32 41.     (W)     SCALED    
 BP0188* NAVD 88     -       866.233  (meters)    2841.97   (feet)  ADJUSTED  
 BP0188  ___________________________________________________________________
 BP0188  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 BP0188  DYNAMIC HT  -         864.935 (meters)    2837.71  (feet)  COMP
 BP0188  MODELED GRAV-     979,113.8   (mgal)                       NAVD 88
 BP0188
 BP0188  VERT ORDER  -  FIRST     CLASS II
 BP0188
 BP0188.The horizontal coordinates were scaled from a topographic map and have
 BP0188.an estimated accuracy of +/- 6 seconds.
 BP0188
 BP0188.The orthometric height was determined by differential leveling
 BP0188.and adjusted by the National Geodetic Survey in June 1991..
 BP0188
 BP0188.The geoid height was determined by GEOID03.
 BP0188
 BP0188.The dynamic height is computed by dividing the NAVD 88
 BP0188.geopotential number by the normal gravity value computed on the
 BP0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0188.degrees latitude (g = 980.6199 gals.).
 BP0188
 BP0188.The modeled gravity was interpolated from observed gravity values.
 BP0188
 BP0188;                    North         East    Units  Estimated Accuracy
 BP0188;SPC TX C     - 3,134,450.      488,540.      MT  (+/- 180 meters Scaled)
 BP0188
 BP0188                          SUPERSEDED SURVEY CONTROL
 BP0188
 BP0188  NGVD 29 (??/??/92)  865.912  (m)         2840.91   (f) ADJ UNCH    1 2
 BP0188
 BP0188.Superseded values are not recommended for survey control.
 BP0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0188.See file dsdata.txt to determine how the superseded data were derived.
 BP0188
 BP0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ347167(NAD 83)
 BP0188_MARKER: X = CHISELED CROSS
 BP0188_SETTING: 66 = SET IN ROCK OUTCROP
 BP0188_SP_SET: ROCK OUTCROP
 BP0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0188+STABILITY: POSITION/ELEVATION WELL
 BP0188
 BP0188  HISTORY     - Date     Condition        Report By
 BP0188  HISTORY     - UNK      MONUMENTED       TXHD
 BP0188  HISTORY     - 1958     GOOD             NGS
 BP0188
 BP0188                          STATION DESCRIPTION
 BP0188
 BP0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0188'19.9 MI E FROM FORT STOCKTON.
 BP0188'ABOUT 19.9 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0188'SANTA FE RAILWAY STATION AT FORT STOCKTON, A CHISELED CROSS IN THE TOP
 BP0188'OF A SMALL ROCK OUTCROP SURROUNDED BY A CIRCLE OF LOOSE ROCKS, 94 FEET
 BP0188'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2 MILE EAST OF A ROAD
 BP0188'SIDE PARK, 235 FEET EAST OF CONCRETE HIGHWAY MARKER NUMBER 1067+62,
 BP0188'AND 37 1/2 FEET SOUTH OF THE SOUTH HIGHWAY RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0028 ***********************************************************************
 AJ0028  DESIGNATION -  285 RESET 1950
 AJ0028  PID         -  AJ0028
 AJ0028  STATE/COUNTY-  TX/JIM WELLS
 AJ0028  USGS QUAD   -  SAN DIEGO (1963)
 AJ0028
 AJ0028                         *CURRENT SURVEY CONTROL
 AJ0028  ___________________________________________________________________
 AJ0028* NAD 83(1986)-  27 45 17.     (N)    098 11 37.     (W)     SCALED    
 AJ0028* NAVD 88     -        86.258  (meters)     283.00   (feet)  ADJUSTED  
 AJ0028  ___________________________________________________________________
 AJ0028  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AJ0028  DYNAMIC HT  -          86.124 (meters)     282.56  (feet)  COMP
 AJ0028  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AJ0028
 AJ0028  VERT ORDER  -  FIRST     CLASS II
 AJ0028
 AJ0028.The horizontal coordinates were scaled from a topographic map and have
 AJ0028.an estimated accuracy of +/- 6 seconds.
 AJ0028
 AJ0028.The orthometric height was determined by differential leveling
 AJ0028.and adjusted by the National Geodetic Survey in June 1991..
 AJ0028
 AJ0028.The geoid height was determined by GEOID03.
 AJ0028
 AJ0028.The dynamic height is computed by dividing the NAVD 88
 AJ0028.geopotential number by the normal gravity value computed on the
 AJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0028.degrees latitude (g = 980.6199 gals.).
 AJ0028
 AJ0028.The modeled gravity was interpolated from observed gravity values.
 AJ0028
 AJ0028;                    North         East    Units  Estimated Accuracy
 AJ0028;SPC TX S     - 5,231,380.      330,200.      MT  (+/- 180 meters Scaled)
 AJ0028
 AJ0028                          SUPERSEDED SURVEY CONTROL
 AJ0028
 AJ0028  NGVD 29 (??/??/92)   86.337  (m)          283.26   (f) ADJ UNCH    1 2
 AJ0028
 AJ0028.Superseded values are not recommended for survey control.
 AJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0028.See file dsdata.txt to determine how the superseded data were derived.
 AJ0028
 AJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR794702(NAD 83)
 AJ0028_MARKER: DB = BENCH MARK DISK
 AJ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0028_STAMPING: 285 RESET 1950
 AJ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0028+STABILITY: SURFACE MOTION
 AJ0028
 AJ0028  HISTORY     - Date     Condition        Report By
 AJ0028  HISTORY     - 1950     MONUMENTED       USGS
 AJ0028  HISTORY     - 1951     GOOD             NGS
 AJ0028
 AJ0028                          STATION DESCRIPTION
 AJ0028
 AJ0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AJ0028'2.7 MI E FROM SAN DIEGO.
 AJ0028'2.7 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0028'SAN DIEGO, 3 POLES EAST OF MILEPOST 112, 233 FEET SOUTH OF THE SOUTH
 AJ0028'RAIL, 146 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 59, 100 FEET
 AJ0028'EAST OF THE CENTER LINE OF FARM ROAD 625, 63 FEET NORTHEAST OF A FENCE
 AJ0028'CORNER, 141 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT NORTHWEST OF A
 AJ0028'FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AJ0028'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3505 ***********************************************************************
 AW3505  DESIGNATION -  285+00 705
 AW3505  PID         -  AW3505
 AW3505  STATE/COUNTY-  TX/HARRIS
 AW3505  USGS QUAD   -  LA PORTE (1982)
 AW3505
 AW3505                         *CURRENT SURVEY CONTROL
 AW3505  ___________________________________________________________________
 AW3505* NAD 83(1986)-  29 43 40.     (N)    095 02 17.     (W)     SCALED    
 AW3505* NAVD 88     -         0.53   (+/-2cm)       1.7    (feet)  VERTCON   
 AW3505  ___________________________________________________________________
 AW3505  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3505
 AW3505  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3505
 AW3505.The horizontal coordinates were scaled from a topographic map and have
 AW3505.an estimated accuracy of +/- 6 seconds.
 AW3505
 AW3505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3505.The vertical order pertains to the NGVD 29 superseded value.
 AW3505
 AW3505.The geoid height was determined by GEOID03.
 AW3505
 AW3505;                    North         East    Units  Estimated Accuracy
 AW3505;SPC TXSC     - 4,216,450.      983,200.      MT  (+/- 180 meters Scaled)
 AW3505
 AW3505                          SUPERSEDED SURVEY CONTROL
 AW3505
 AW3505  NGVD 29 (??/??/92)    0.524  (m)            1.72   (f) ADJ UNCH    1 2
 AW3505
 AW3505.Superseded values are not recommended for survey control.
 AW3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3505.See file dsdata.txt to determine how the superseded data were derived.
 AW3505
 AW3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN028903(NAD 83)
 AW3505_MARKER: DD = SURVEY DISK
 AW3505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3505_STAMPING: 285+00 705
 AW3505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3505+STABILITY: SURFACE MOTION
 AW3505
 AW3505  HISTORY     - Date     Condition        Report By
 AW3505  HISTORY     - UNK      MONUMENTED       USE
 AW3505  HISTORY     - 1964     GOOD             NGS
 AW3505
 AW3505                          STATION DESCRIPTION
 AW3505
 AW3505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3505'3.85 MI SE FROM LYNCHBURG.
 AW3505'ABOUT 3.85 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3505'SOUTH FERRY LANDING AT LYNCHBURG, ON ALEXANDER ISLAND, 216 FEET
 AW3505'SOUTHWEST OF THE MORE SOUTHWESTERLY LEG OF THE MORE WESTERLY OF TWO
 AW3505'LIGHT BEACONS STAMPED WITH THE LETTER N, ABOUT 140 YARDS NORTH OF THE
 AW3505'CENTER LINE OF A CLAY ROAD,100 FEET EAST OF A ROW OF SMALL MOUNDS OF
 AW3505'DIRT ON THE EAST SIDE OF A DITCH, 6.5 FEET NORTH OF A 2 X 4-INCH POST,
 AW3505'AND SET IN THE TOP OF A CONCRETE POST ABOUT 5 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0271 ***********************************************************************
 EN0271  DESIGNATION -  2850+88
 EN0271  PID         -  EN0271
 EN0271  STATE/COUNTY-  TX/FLOYD
 EN0271  USGS QUAD   -  WILSON CREEK (1967)
 EN0271
 EN0271                         *CURRENT SURVEY CONTROL
 EN0271  ___________________________________________________________________
 EN0271* NAD 83(1986)-  34 14 00.     (N)    101 09 19.     (W)     SCALED    
 EN0271* NAVD 88     -       861.940  (meters)    2827.88   (feet)  ADJUSTED  
 EN0271  ___________________________________________________________________
 EN0271  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EN0271  DYNAMIC HT  -         860.851 (meters)    2824.31  (feet)  COMP
 EN0271  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 EN0271
 EN0271  VERT ORDER  -  FIRST     CLASS II
 EN0271
 EN0271.The horizontal coordinates were scaled from a topographic map and have
 EN0271.an estimated accuracy of +/- 6 seconds.
 EN0271
 EN0271.The orthometric height was determined by differential leveling
 EN0271.and adjusted by the National Geodetic Survey in June 1991..
 EN0271
 EN0271.The geoid height was determined by GEOID03.
 EN0271
 EN0271.The dynamic height is computed by dividing the NAVD 88
 EN0271.geopotential number by the normal gravity value computed on the
 EN0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0271.degrees latitude (g = 980.6199 gals.).
 EN0271
 EN0271.The modeled gravity was interpolated from observed gravity values.
 EN0271
 EN0271;                    North         East    Units  Estimated Accuracy
 EN0271;SPC TXNC     - 2,287,730.      355,370.      MT  (+/- 180 meters Scaled)
 EN0271
 EN0271                          SUPERSEDED SURVEY CONTROL
 EN0271
 EN0271  NGVD 29 (??/??/92)  861.573  (m)         2826.68   (f) ADJ UNCH    1 2
 EN0271
 EN0271.Superseded values are not recommended for survey control.
 EN0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0271.See file dsdata.txt to determine how the superseded data were derived.
 EN0271
 EN0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC014901(NAD 83)
 EN0271_MARKER: Z = SEE DESCRIPTION
 EN0271_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0271_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0271
 EN0271  HISTORY     - Date     Condition        Report By
 EN0271  HISTORY     - UNK      MONUMENTED       BNRR
 EN0271  HISTORY     - 1933     GOOD             NGS
 EN0271
 EN0271                          STATION DESCRIPTION
 EN0271
 EN0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0271'10.5 MI E FROM SOUTH PLAINS.
 EN0271'10.5 MILES EAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM THE
 EN0271'STATION AT SOUTH PLAINS, FLOYD COUNTY, ABOUT 3.6 MILES NORTHEAST OF
 EN0271'THE SIGNBOARD AT JOHN FARRIS, AT STATION 2580+88 (MILEAGE 291.04),
 EN0271'ABOUT 6 RAILS EAST OF CULVERT P 291.08, 42 FEET NORTH OF THE TRACK,
 EN0271'AND ON THE EAST SLOPE OF A DEEP GULLY.  THE TOP OF A CONCRETE-FILLED
 EN0271'PIPE PROJECTING ABOUT 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0190 ***********************************************************************
 EN0190  DESIGNATION -  285+75
 EN0190  PID         -  EN0190
 EN0190  STATE/COUNTY-  TX/HALL
 EN0190  USGS QUAD   -  PARNELL (1985)
 EN0190
 EN0190                         *CURRENT SURVEY CONTROL
 EN0190  ___________________________________________________________________
 EN0190* NAD 83(1986)-  34 32 47.     (N)    100 31 33.     (W)     SCALED    
 EN0190* NAVD 88     -       563.627  (meters)    1849.17   (feet)  ADJUSTED  
 EN0190  ___________________________________________________________________
 EN0190  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EN0190  DYNAMIC HT  -         562.987 (meters)    1847.07  (feet)  COMP
 EN0190  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 EN0190
 EN0190  VERT ORDER  -  FIRST     CLASS II
 EN0190
 EN0190.The horizontal coordinates were scaled from a topographic map and have
 EN0190.an estimated accuracy of +/- 6 seconds.
 EN0190
 EN0190.The orthometric height was determined by differential leveling
 EN0190.and adjusted by the National Geodetic Survey in June 1991..
 EN0190
 EN0190.The geoid height was determined by GEOID03.
 EN0190
 EN0190.The dynamic height is computed by dividing the NAVD 88
 EN0190.geopotential number by the normal gravity value computed on the
 EN0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0190.degrees latitude (g = 980.6199 gals.).
 EN0190
 EN0190.The modeled gravity was interpolated from observed gravity values.
 EN0190
 EN0190;                    North         East    Units  Estimated Accuracy
 EN0190;SPC TX N     - 1,061,060.      289,420.      MT  (+/- 180 meters Scaled)
 EN0190
 EN0190                          SUPERSEDED SURVEY CONTROL
 EN0190
 EN0190  NGVD 29 (??/??/92)  563.352  (m)         1848.26   (f) ADJ UNCH    1 2
 EN0190
 EN0190.Superseded values are not recommended for survey control.
 EN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0190.See file dsdata.txt to determine how the superseded data were derived.
 EN0190
 EN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD599237(NAD 83)
 EN0190_MARKER: Z = SEE DESCRIPTION
 EN0190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0190_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0190
 EN0190  HISTORY     - Date     Condition        Report By
 EN0190  HISTORY     - UNK      MONUMENTED       BNRR
 EN0190  HISTORY     - 1933     GOOD             NGS
 EN0190  HISTORY     - 1934     GOOD             NGS
 EN0190
 EN0190                          STATION DESCRIPTION
 EN0190
 EN0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0190'5.7 MI SW FROM ESTELLINE.
 EN0190'5.7 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0190'THE STATION AT ESTELLINE, HALL COUNTY, AT STATION 285+75 (MILEAGE
 EN0190'242.46), ABOUT 16 YARDS SOUTH OF THE TRACK, AND AT THE RIGHT-OF-WAY
 EN0190'FENCE LINE.  THE TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 4
 EN0190'INCHES ABOVE GROUND.
 EN0190
 EN0190                          STATION RECOVERY (1934)
 EN0190
 EN0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2239 ***********************************************************************
 CS2239  DESIGNATION -  286 A GCSFRR
 CS2239  PID         -  CS2239
 CS2239  STATE/COUNTY-  TX/BOSQUE
 CS2239  USGS QUAD   -  MORGAN (1977)
 CS2239
 CS2239                         *CURRENT SURVEY CONTROL
 CS2239  ___________________________________________________________________
 CS2239* NAD 83(1986)-  32 00 03.     (N)    097 37 30.     (W)     SCALED    
 CS2239* NAVD 88     -       228.653  (meters)     750.17   (feet)  ADJUSTED  
 CS2239  ___________________________________________________________________
 CS2239  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS2239  DYNAMIC HT  -         228.368 (meters)     749.24  (feet)  COMP
 CS2239  MODELED GRAV-     979,387.1   (mgal)                       NAVD 88
 CS2239
 CS2239  VERT ORDER  -  SECOND    CLASS 0
 CS2239
 CS2239.The horizontal coordinates were scaled from a topographic map and have
 CS2239.an estimated accuracy of +/- 6 seconds.
 CS2239
 CS2239.The orthometric height was determined by differential leveling
 CS2239.and adjusted by the National Geodetic Survey in June 1991..
 CS2239
 CS2239.The geoid height was determined by GEOID03.
 CS2239
 CS2239.The dynamic height is computed by dividing the NAVD 88
 CS2239.geopotential number by the normal gravity value computed on the
 CS2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2239.degrees latitude (g = 980.6199 gals.).
 CS2239
 CS2239.The modeled gravity was interpolated from observed gravity values.
 CS2239
 CS2239;                    North         East    Units  Estimated Accuracy
 CS2239;SPC TX C     - 3,261,890.      955,900.      MT  (+/- 180 meters Scaled)
 CS2239
 CS2239                          SUPERSEDED SURVEY CONTROL
 CS2239
 CS2239  NGVD 29 (??/??/92)  228.614  (m)          750.04   (f) ADJ UNCH    2 0
 CS2239
 CS2239.Superseded values are not recommended for survey control.
 CS2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2239.See file dsdata.txt to determine how the superseded data were derived.
 CS2239
 CS2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA298413(NAD 83)
 CS2239_MARKER: X = CHISELED CROSS
 CS2239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2239_SP_SET: BRIDGE
 CS2239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2239
 CS2239  HISTORY     - Date     Condition        Report By
 CS2239  HISTORY     - UNK      MONUMENTED       CGS
 CS2239  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2239  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2239
 CS2239                          STATION DESCRIPTION
 CS2239
 CS2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2239'1.4 MI S FROM MORGAN.
 CS2239'ABOUT 1.4 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2239'FROM THE STATION AT MORGAN, BOSQUE COUNTY, AT BRIDGE 286 A, AND ON THE
 CS2239'TOP OF THE SOUTHWEST CORNER OF THE WEST CONCRETE HEAD WALL.  A
 CS2239'CHISELED CROSS.  NOTE-- IT IS BELIEVED THE CROSS MARKING THE POINT OF
 CS2239'ELEVATION MAY STILL EXIST BUT IT IS COVERED OVER WITH 2 FEET OF
 CS2239'CRUSHED ROCK WHICH FORMS THE FOUNDATION FOR THE RAILROAD TRACKS.
 CS2239
 CS2239                          STATION RECOVERY (2001)
 CS2239
 CS2239'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0556 ***********************************************************************
 CC0556  DESIGNATION -  2862 USGS
 CC0556  PID         -  CC0556
 CC0556  STATE/COUNTY-  TX/REEVES
 CC0556  USGS QUAD   -  NARROW BOW DRAW (1961)
 CC0556
 CC0556                         *CURRENT SURVEY CONTROL
 CC0556  ___________________________________________________________________
 CC0556* NAD 83(1986)-  31 42 00.     (N)    103 48 05.     (W)     SCALED    
 CC0556* NAVD 88     -       872.921  (meters)    2863.91   (feet)  ADJUSTED  
 CC0556  ___________________________________________________________________
 CC0556  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CC0556  DYNAMIC HT  -         871.626 (meters)    2859.66  (feet)  COMP
 CC0556  MODELED GRAV-     979,128.6   (mgal)                       NAVD 88
 CC0556
 CC0556  VERT ORDER  -  FIRST     CLASS II
 CC0556
 CC0556.The horizontal coordinates were scaled from a topographic map and have
 CC0556.an estimated accuracy of +/- 6 seconds.
 CC0556
 CC0556.The orthometric height was determined by differential leveling
 CC0556.and adjusted by the National Geodetic Survey in June 1991..
 CC0556
 CC0556.The geoid height was determined by GEOID03.
 CC0556
 CC0556.The dynamic height is computed by dividing the NAVD 88
 CC0556.geopotential number by the normal gravity value computed on the
 CC0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0556.degrees latitude (g = 980.6199 gals.).
 CC0556
 CC0556.The modeled gravity was interpolated from observed gravity values.
 CC0556
 CC0556;                    North         East    Units  Estimated Accuracy
 CC0556;SPC TX C     - 3,230,540.      371,300.      MT  (+/- 180 meters Scaled)
 CC0556
 CC0556                          SUPERSEDED SURVEY CONTROL
 CC0556
 CC0556.No superseded survey control is available for this station.
 CC0556
 CC0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR135078(NAD 83)
 CC0556_MARKER: DB = BENCH MARK DISK
 CC0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0556_SP_SET: CONCRETE POST
 CC0556_STAMPING: 2862 23 JRC 1960
 CC0556_MARK LOGO: USGS  
 CC0556_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0556+STABILITY: SURFACE MOTION
 CC0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0556+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 CC0556
 CC0556  HISTORY     - Date     Condition        Report By
 CC0556  HISTORY     - 1960     MONUMENTED       USGS
 CC0556  HISTORY     - 1981     GOOD             NGS
 CC0556  HISTORY     - 20050702 GOOD             USPSQD
 CC0556
 CC0556                          STATION DESCRIPTION
 CC0556
 CC0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0556'16.8 KM (10.45 MI) SE FROM ORLA.
 CC0556'16.8 KM (10.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0556'WITH FARM ROAD 652 IN ORLA, AT A GRAVELED ROAD LEADING SOUTHEAST,
 CC0556'38.4 METERS (126.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CC0556'12.6 METERS (41.5 FT) WEST OF A FENCE CORNR, 12.5 METERS (41.0 FT)
 CC0556'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 10.4 METERS (34.0 FT)
 CC0556'NORTHWEST OF THE NORTHWEST END OF THE CENTER PIPE OF A CATTLE GUARD.
 CC0556'THE MARK IS 11.2 METERS  SW FROM  A WITNESS POST AND FENCE
 CC0556'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0556
 CC0556                          STATION RECOVERY (2005)
 CC0556
 CC0556'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CC0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0681 ***********************************************************************
 BP0681  DESIGNATION -  2862 USGS
 BP0681  PID         -  BP0681
 BP0681  STATE/COUNTY-  TX/PECOS
 BP0681  USGS QUAD   -  EAST MESA (1970)
 BP0681
 BP0681                         *CURRENT SURVEY CONTROL
 BP0681  ___________________________________________________________________
 BP0681* NAD 83(1986)-  30 53 11.     (N)    102 38 13.     (W)     SCALED    
 BP0681* NAVD 88     -       872.226  (meters)    2861.63   (feet)  ADJUSTED  
 BP0681  ___________________________________________________________________
 BP0681  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 BP0681  DYNAMIC HT  -         870.907 (meters)    2857.30  (feet)  COMP
 BP0681  MODELED GRAV-     979,099.8   (mgal)                       NAVD 88
 BP0681
 BP0681  VERT ORDER  -  FIRST     CLASS II
 BP0681
 BP0681.The horizontal coordinates were scaled from a topographic map and have
 BP0681.an estimated accuracy of +/- 6 seconds.
 BP0681
 BP0681.The orthometric height was determined by differential leveling
 BP0681.and adjusted by the National Geodetic Survey in June 1991..
 BP0681
 BP0681.The geoid height was determined by GEOID03.
 BP0681
 BP0681.The dynamic height is computed by dividing the NAVD 88
 BP0681.geopotential number by the normal gravity value computed on the
 BP0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0681.degrees latitude (g = 980.6199 gals.).
 BP0681
 BP0681.The modeled gravity was interpolated from observed gravity values.
 BP0681
 BP0681;                    North         East    Units  Estimated Accuracy
 BP0681;SPC TX C     - 3,137,490.      479,780.      MT  (+/- 180 meters Scaled)
 BP0681
 BP0681                          SUPERSEDED SURVEY CONTROL
 BP0681
 BP0681.No superseded survey control is available for this station.
 BP0681
 BP0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ258194(NAD 83)
 BP0681_MARKER: DB = BENCH MARK DISK
 BP0681_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0681_SP_SET: SHALLOW-SET PIPE
 BP0681_STAMPING: 2862 1920 TEXAS
 BP0681_MARK LOGO: USGS  
 BP0681_PROJECTION: PROJECTING 15 CENTIMETERS
 BP0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0681_ROD/PIPE-DEPTH: 3.0  meters
 BP0681
 BP0681  HISTORY     - Date     Condition        Report By
 BP0681  HISTORY     - 1920     MONUMENTED       USGS
 BP0681  HISTORY     - 1981     GOOD             NGS
 BP0681
 BP0681                          STATION DESCRIPTION
 BP0681
 BP0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0681'22.1 KM (13.75 MI) NE FROM FORT STOCKTON.
 BP0681'20.8 KM (12.9 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0681'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, THENCE 1.3 KM (0.85
 BP0681'MI) NORTHEAST ALONG U.S. HIGHWAYS 67 AND 385, 0.4 KM (0.25 MI)
 BP0681'SOUTHWEST OF A FIELD ROAD LEADING WEST AND 51.8 METERS (169.9 FT)
 BP0681'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BP0681'THE MARK IS 29.3 METERS  NW FROM  A FENCE AND WITNESS POST
 BP0681'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0548 ***********************************************************************
 CC0548  DESIGNATION -  2863.71 TXHD
 CC0548  PID         -  CC0548
 CC0548  STATE/COUNTY-  TX/REEVES
 CC0548  USGS QUAD   -  ORLA SE (1961)
 CC0548
 CC0548                         *CURRENT SURVEY CONTROL
 CC0548  ___________________________________________________________________
 CC0548* NAD 83(1986)-  31 46 07.     (N)    103 51 36.     (W)     SCALED    
 CC0548* NAVD 88     -       873.283  (meters)    2865.10   (feet)  ADJUSTED  
 CC0548  ___________________________________________________________________
 CC0548  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CC0548  DYNAMIC HT  -         871.985 (meters)    2860.84  (feet)  COMP
 CC0548  MODELED GRAV-     979,125.7   (mgal)                       NAVD 88
 CC0548
 CC0548  VERT ORDER  -  FIRST     CLASS II
 CC0548
 CC0548.The horizontal coordinates were scaled from a topographic map and have
 CC0548.an estimated accuracy of +/- 6 seconds.
 CC0548
 CC0548.The orthometric height was determined by differential leveling
 CC0548.and adjusted by the National Geodetic Survey in June 1991..
 CC0548
 CC0548.The geoid height was determined by GEOID03.
 CC0548
 CC0548.The dynamic height is computed by dividing the NAVD 88
 CC0548.geopotential number by the normal gravity value computed on the
 CC0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0548.degrees latitude (g = 980.6199 gals.).
 CC0548
 CC0548.The modeled gravity was interpolated from observed gravity values.
 CC0548
 CC0548;                    North         East    Units  Estimated Accuracy
 CC0548;SPC TX C     - 3,238,320.      365,990.      MT  (+/- 180 meters Scaled)
 CC0548
 CC0548                          SUPERSEDED SURVEY CONTROL
 CC0548
 CC0548.No superseded survey control is available for this station.
 CC0548
 CC0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR079153(NAD 83)
 CC0548_MARKER: DB = BENCH MARK DISK
 CC0548_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CC0548_SP_SET: HEADWALL
 CC0548_STAMPING: 2863.71
 CC0548_MARK LOGO: TXHD  
 CC0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0548+STABILITY: SURFACE MOTION
 CC0548
 CC0548  HISTORY     - Date     Condition        Report By
 CC0548  HISTORY     - UNK      MONUMENTED       TXHD
 CC0548  HISTORY     - 1981     GOOD             NGS
 CC0548
 CC0548                          STATION DESCRIPTION
 CC0548
 CC0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0548'7.7 KM (4.8 MI) SE FROM ORLA.
 CC0548'7.7 KM (4.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0548'WITH FARM ROAD 652 IN ORLA, IN TOP OF AND 0.3 METER (1.0 FT) SOUTHEAST
 CC0548'OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CONCRETE BOX
 CC0548'CULVERT, 7.6 METERS (25.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CC0548'HIGHWAY.
 CC0548'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2240 ***********************************************************************
 CS2240  DESIGNATION -  287 A GCSFRR
 CS2240  PID         -  CS2240
 CS2240  STATE/COUNTY-  TX/BOSQUE
 CS2240  USGS QUAD   -  MORGAN (1977)
 CS2240
 CS2240                         *CURRENT SURVEY CONTROL
 CS2240  ___________________________________________________________________
 CS2240* NAD 83(1986)-  32 00 11.     (N)    097 37 21.     (W)     SCALED    
 CS2240* NAVD 88     -       223.731  (meters)     734.02   (feet)  ADJUSTED  
 CS2240  ___________________________________________________________________
 CS2240  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS2240  DYNAMIC HT  -         223.452 (meters)     733.11  (feet)  COMP
 CS2240  MODELED GRAV-     979,387.5   (mgal)                       NAVD 88
 CS2240
 CS2240  VERT ORDER  -  SECOND    CLASS 0
 CS2240
 CS2240.The horizontal coordinates were scaled from a topographic map and have
 CS2240.an estimated accuracy of +/- 6 seconds.
 CS2240
 CS2240.The orthometric height was determined by differential leveling
 CS2240.and adjusted by the National Geodetic Survey in June 1991..
 CS2240
 CS2240.The geoid height was determined by GEOID03.
 CS2240
 CS2240.The dynamic height is computed by dividing the NAVD 88
 CS2240.geopotential number by the normal gravity value computed on the
 CS2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2240.degrees latitude (g = 980.6199 gals.).
 CS2240
 CS2240.The modeled gravity was interpolated from observed gravity values.
 CS2240
 CS2240;                    North         East    Units  Estimated Accuracy
 CS2240;SPC TX C     - 3,262,140.      956,130.      MT  (+/- 180 meters Scaled)
 CS2240
 CS2240                          SUPERSEDED SURVEY CONTROL
 CS2240
 CS2240  NGVD 29 (??/??/92)  223.693  (m)          733.90   (f) ADJ UNCH    2 0
 CS2240
 CS2240.Superseded values are not recommended for survey control.
 CS2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2240.See file dsdata.txt to determine how the superseded data were derived.
 CS2240
 CS2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA301416(NAD 83)
 CS2240_MARKER: X = CHISELED CROSS
 CS2240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2240_SP_SET: BRIDGE
 CS2240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2240
 CS2240  HISTORY     - Date     Condition        Report By
 CS2240  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2240  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2240  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2240
 CS2240                          STATION DESCRIPTION
 CS2240
 CS2240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2240'1.2 MI S FROM MORGAN.
 CS2240'ABOUT 1.2 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2240'FROM THE STATION AT MORGAN, BOSQUE COUNTY, AT BRIDGE 287 A, AND ON THE
 CS2240'TOP OF THE SOUTHWEST CORNER OF THE WEST CONCRETE HEAD WALL.  A
 CS2240'CHISELED CROSS.  NOTE-- IT IS BELIEVED THE CROSS MARKING THE POINT OF
 CS2240'ELEVATION MAY STILL EXISTS BUT IT IS COVERED OVER WITH ABOUT 3 FEET OF
 CS2240'CRUSHED ROCK WHICH FORMS THE FOUNDATION FOR THE RAILROAD TRACKS.
 CS2240
 CS2240                          STATION RECOVERY (2001)
 CS2240
 CS2240'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0628 ***********************************************************************
 EN0628  DESIGNATION -  287 A TXHD
 EN0628  PID         -  EN0628
 EN0628  STATE/COUNTY-  TX/DONLEY
 EN0628  USGS QUAD   -  CLARENDON (1982)
 EN0628
 EN0628                         *CURRENT SURVEY CONTROL
 EN0628  ___________________________________________________________________
 EN0628* NAD 83(1986)-  34 56 34.     (N)    100 53 51.     (W)     SCALED    
 EN0628* NAVD 88     -       838.775  (meters)    2751.88   (feet)  ADJUSTED  
 EN0628  ___________________________________________________________________
 EN0628  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EN0628  DYNAMIC HT  -         837.804 (meters)    2748.70  (feet)  COMP
 EN0628  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 EN0628
 EN0628  VERT ORDER  -  FIRST     CLASS II
 EN0628
 EN0628.The horizontal coordinates were scaled from a topographic map and have
 EN0628.an estimated accuracy of +/- 6 seconds.
 EN0628
 EN0628.The orthometric height was determined by differential leveling
 EN0628.and adjusted by the National Geodetic Survey in June 1991..
 EN0628
 EN0628.The geoid height was determined by GEOID03.
 EN0628
 EN0628.The dynamic height is computed by dividing the NAVD 88
 EN0628.geopotential number by the normal gravity value computed on the
 EN0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0628.degrees latitude (g = 980.6199 gals.).
 EN0628
 EN0628.The modeled gravity was interpolated from observed gravity values.
 EN0628
 EN0628;                    North         East    Units  Estimated Accuracy
 EN0628;SPC TX N     - 1,104,760.      255,040.      MT  (+/- 180 meters Scaled)
 EN0628
 EN0628                          SUPERSEDED SURVEY CONTROL
 EN0628
 EN0628.No superseded survey control is available for this station.
 EN0628
 EN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD267683(NAD 83)
 EN0628_MARKER: DB = BENCH MARK DISK
 EN0628_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EN0628+WITH SETTING: PAVEMENT
 EN0628_SP_SET: FLAGPOLE BASE
 EN0628_STAMPING: 287 A
 EN0628_MARK LOGO: TXHD  
 EN0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0628+STABILITY: SURFACE MOTION
 EN0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0628+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0628
 EN0628  HISTORY     - Date     Condition        Report By
 EN0628  HISTORY     - UNK      MONUMENTED       TXHD
 EN0628  HISTORY     - 1984     GOOD             NGS
 EN0628  HISTORY     - 20040803 GOOD             USPSQD
 EN0628  HISTORY     - 20050804 GOOD             USPSQD
 EN0628
 EN0628                          STATION DESCRIPTION
 EN0628
 EN0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0628'IN CLARENDON.
 EN0628'IN CLARENDON, IN THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE
 EN0628'FLAGPOLE AT THE SOUTH ENTRANCE TO THE TEXAS HIGHWAY DEPARTMENT OFFICE
 EN0628'AT THE JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY 70, 103.5 M
 EN0628'(339.6 FT) SOUTHEAST OF THE CENTERLINE OF THE STATE HIGHWAY, 17.4 M
 EN0628'(57.1 FT) NORTHEAST OF THE CENTERLINE OF THE U.S. HIGHWAY, 4.3 M
 EN0628'(14.1 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE, AND 0.4 M (1.3 FT)
 EN0628'SOUTHWEST OF THE FLAG POLE.
 EN0628'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 EN0628
 EN0628                          STATION RECOVERY (2004)
 EN0628
 EN0628'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0628'RECOVERED IN GOOD CONDITION.
 EN0628
 EN0628                          STATION RECOVERY (2005)
 EN0628
 EN0628'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0628'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2241 ***********************************************************************
 CS2241  DESIGNATION -  287 B
 CS2241  PID         -  CS2241
 CS2241  STATE/COUNTY-  TX/BOSQUE
 CS2241  USGS QUAD   -  MORGAN (1977)
 CS2241
 CS2241                         *CURRENT SURVEY CONTROL
 CS2241  ___________________________________________________________________
 CS2241* NAD 83(1986)-  32 00 23.     (N)    097 37 00.     (W)     SCALED    
 CS2241* NAVD 88     -       218.495  (meters)     716.85   (feet)  ADJUSTED  
 CS2241  ___________________________________________________________________
 CS2241  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS2241  DYNAMIC HT  -         218.223 (meters)     715.95  (feet)  COMP
 CS2241  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 CS2241
 CS2241  VERT ORDER  -  SECOND    CLASS 0
 CS2241
 CS2241.The horizontal coordinates were scaled from a topographic map and have
 CS2241.an estimated accuracy of +/- 6 seconds.
 CS2241
 CS2241.The orthometric height was determined by differential leveling
 CS2241.and adjusted by the National Geodetic Survey in June 1991..
 CS2241
 CS2241.The geoid height was determined by GEOID03.
 CS2241
 CS2241.The dynamic height is computed by dividing the NAVD 88
 CS2241.geopotential number by the normal gravity value computed on the
 CS2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2241.degrees latitude (g = 980.6199 gals.).
 CS2241
 CS2241.The modeled gravity was interpolated from observed gravity values.
 CS2241
 CS2241;                    North         East    Units  Estimated Accuracy
 CS2241;SPC TX C     - 3,262,520.      956,670.      MT  (+/- 180 meters Scaled)
 CS2241
 CS2241                          SUPERSEDED SURVEY CONTROL
 CS2241
 CS2241  NGVD 29 (??/??/92)  218.457  (m)          716.72   (f) ADJ UNCH    2 0
 CS2241
 CS2241.Superseded values are not recommended for survey control.
 CS2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2241.See file dsdata.txt to determine how the superseded data were derived.
 CS2241
 CS2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA306419(NAD 83)
 CS2241_MARKER: X = CHISELED CROSS
 CS2241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2241_SP_SET: BRIDGE
 CS2241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2241
 CS2241  HISTORY     - Date     Condition        Report By
 CS2241  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2241  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2241  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2241
 CS2241                          STATION DESCRIPTION
 CS2241
 CS2241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2241'0.8 MI S FROM MORGAN.
 CS2241'ABOUT 0.8 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2241'FROM THE STATION AT MORGAN, BOSQUE COUNTY, AT BRIDGE 287 B, AND ON THE
 CS2241'TOP OF THE SOUTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT.  A
 CS2241'CHISELED CROSS.  NOTE-- THE RAILROAD TRACKS HAVE BEEN REBUILT OVER THE
 CS2241'BRIDGE AND THERE IS ABOUT 2 FEET OF CRUSHED ROCK COVERING THE
 CS2241'ABUTMENT.  THE MARK PROBABLY STILL EXISTS.
 CS2241
 CS2241                          STATION RECOVERY (2001)
 CS2241
 CS2241'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0451 ***********************************************************************
 AV0451  DESIGNATION -  287 USGS
 AV0451  PID         -  AV0451
 AV0451  STATE/COUNTY-  TX/JEFFERSON
 AV0451  USGS QUAD   -  TEXAS POINT (1993)
 AV0451
 AV0451                         *CURRENT SURVEY CONTROL
 AV0451  ___________________________________________________________________
 AV0451* NAD 83(1986)-  29 43 13.     (N)    093 52 20.     (W)     SCALED    
 AV0451* NAVD 88     -         2.13   (+/-2cm)       7.0    (feet)  VERTCON   
 AV0451  ___________________________________________________________________
 AV0451  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AV0451
 AV0451  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0451
 AV0451.The horizontal coordinates were scaled from a topographic map and have
 AV0451.an estimated accuracy of +/- 6 seconds.
 AV0451
 AV0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0451.The vertical order pertains to the NGVD 29 superseded value.
 AV0451
 AV0451.The geoid height was determined by GEOID03.
 AV0451
 AV0451;                    North         East    Units  Estimated Accuracy
 AV0451;SPC TXSC     - 4,220,000.    1,095,930.      MT  (+/- 180 meters Scaled)
 AV0451
 AV0451                          SUPERSEDED SURVEY CONTROL
 AV0451
 AV0451  NGVD 29 (??/??/??)    2.116  (m)            6.94   (f) ADJUSTED    1 2
 AV0451
 AV0451.Superseded values are not recommended for survey control.
 AV0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0451.See file dsdata.txt to determine how the superseded data were derived.
 AV0451
 AV0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN156881(NAD 83)
 AV0451_MARKER: X = CHISELED CROSS
 AV0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0451_SP_SET: OILWELL CASING
 AV0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0451
 AV0451  HISTORY     - Date     Condition        Report By
 AV0451  HISTORY     - UNK      MONUMENTED       USGS
 AV0451  HISTORY     - 1958     GOOD             CGS
 AV0451  HISTORY     - 1984     POOR             USPSQD
 AV0451  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AV0451
 AV0451                          STATION DESCRIPTION
 AV0451
 AV0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0451'2.75 MI SE FROM SABINE PASS.
 AV0451'ABOUT 0.55 MILE NORTHEAST ALONG AN OILED ROAD FROM THE DICK DOWLING
 AV0451'MONUMENT AT SABINE PASS, THENCE ABOUT 1.95 MILES SOUTHEAST ALONG AN
 AV0451'OILED ROAD, THENCE ABOUT 0.25 MILE SOUTHWEST ALONG AN OILED ROAD, AT
 AV0451'THE SETTLEMENT OF SABINE, 151 FEET NORTHWEST OF THE CENTER LINE OF THE
 AV0451'ROAD, 98 FEET SOUTHWEST OF THE CENTER LINE OF A SHELL ROAD, AND ON THE
 AV0451'TOP OF A 4-INCH ELBOW WHICH IS SET IN THE TOP OF AN 8-INCH OILWELL
 AV0451'CASING FILLED WITH CONCRETE PROJECTING 2 FEET.
 AV0451
 AV0451                          STATION RECOVERY (1984)
 AV0451
 AV0451'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0451'ABOUT 1.95 MILES AND 0.25 MILES. SUBSTITUTE THE FOLLOWING. AT THE
 AV0451'CORNER OF QUINN AND SOUTH 4TH STREET. IN THE FORMER SETTLEMENT OF
 AV0451'SABINE TEXAS, NOW PORT ARTHUR TEXAS, 151 FT. NORTHWEST OF THE
 AV0451'CENTERLINE OF QUINN ST. AND 98 FT. SOUTHWEST OF THE CENERLINE OF
 AV0451'SOUTH 4TH ST. THE 4' ELBOW AND PIPE IS RUSTED OUT. NO ELBOW IS
 AV0451'PRESENT 8 INCH EASING IS ALSO RUSTED OUT.
 AV0451
 AV0451                          STATION RECOVERY (1990)
 AV0451
 AV0451'RECOVERY NOTE BY US POWER SQUADRON 1990 (GBW)
 AV0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0013 ***********************************************************************
 BA0013  DESIGNATION -  2883
 BA0013  PID         -  BA0013
 BA0013  STATE/COUNTY-  TX/BREWSTER
 BA0013  USGS QUAD   -  DOVE MOUNTAIN (1983)
 BA0013
 BA0013                         *CURRENT SURVEY CONTROL
 BA0013  ___________________________________________________________________
 BA0013* NAD 83(1986)-  29 49 32.     (N)    102 49 15.     (W)     SCALED    
 BA0013* NAVD 88     -       879.118  (meters)    2884.24   (feet)  ADJUSTED  
 BA0013  ___________________________________________________________________
 BA0013  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 BA0013  DYNAMIC HT  -         877.741 (meters)    2879.72  (feet)  COMP
 BA0013  MODELED GRAV-     979,046.2   (mgal)                       NAVD 88
 BA0013
 BA0013  VERT ORDER  -  FIRST     CLASS II
 BA0013
 BA0013.The horizontal coordinates were scaled from a topographic map and have
 BA0013.an estimated accuracy of +/- 6 seconds.
 BA0013
 BA0013.The orthometric height was determined by differential leveling
 BA0013.and adjusted by the National Geodetic Survey in June 1991..
 BA0013
 BA0013.The geoid height was determined by GEOID03.
 BA0013
 BA0013.The dynamic height is computed by dividing the NAVD 88
 BA0013.geopotential number by the normal gravity value computed on the
 BA0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0013.degrees latitude (g = 980.6199 gals.).
 BA0013
 BA0013.The modeled gravity was interpolated from observed gravity values.
 BA0013
 BA0013;                    North         East    Units  Estimated Accuracy
 BA0013;SPC TXSC     - 4,226,830.      230,800.      MT  (+/- 180 meters Scaled)
 BA0013
 BA0013                          SUPERSEDED SURVEY CONTROL
 BA0013
 BA0013  NGVD 29 (??/??/92)  878.807  (m)         2883.22   (f) ADJ UNCH    1 2
 BA0013
 BA0013.Superseded values are not recommended for survey control.
 BA0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0013.See file dsdata.txt to determine how the superseded data were derived.
 BA0013
 BA0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP105014(NAD 83)
 BA0013_MARKER: DD = SURVEY DISK
 BA0013_SETTING: 66 = SET IN ROCK OUTCROP
 BA0013_SP_SET: ROCK DRAW
 BA0013_STAMPING: 2883 1917
 BA0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0013+STABILITY: POSITION/ELEVATION WELL
 BA0013
 BA0013  HISTORY     - Date     Condition        Report By
 BA0013  HISTORY     - 1917     MONUMENTED       CGS
 BA0013  HISTORY     - 1966     GOOD             NGS
 BA0013  HISTORY     - 1976     GOOD             USGS
 BA0013
 BA0013                          STATION DESCRIPTION
 BA0013
 BA0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0013'27.25 MI NW FROM PERSIMMON GAP.
 BA0013'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0013'PERSIMMON GAP, THENCE 20.95 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0013'IN THE TOP OF A LARGE FLAT LIMESTONE ROCK IN THE BED OF A LARGE ROCK
 BA0013'DRAW, 109 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET
 BA0013'SOUTHEAST OF A ROCK DAM, PROJECTING 2 FEET, AND 4 FEET ABOVE THE LEVEL
 BA0013'OF THE ROAD.
 BA0013
 BA0013                          STATION RECOVERY (1976)
 BA0013
 BA0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0013'FROM THE SOUTH END OF THE AIRSTRIP AT THE DOVE MOUNTAIN RANCH
 BA0013'HEADQUARTERS GO EAST ON THE COUNTY ROAD FOR 4.2 MILES TO A Y FORK.
 BA0013'TAKE THE LEFT FORK AND GO NORTHEAST FOR 1.4 MILES TO A LARGE WASH
 BA0013'WITH A MASONARY DAM AND STOCK TANK ON THE LEFT AND THE MARK ON THE
 BA0013'LEFT. THE MARK IS 111 FEET NORTHWEST OF THE CENTERLINE OF THE BEEF
 BA0013'CANYON RANCH ROAD, ABOUT 40 FEET WEST OF THE EAST END OF THE STOCK
 BA0013'TANK, 13 FEET EAST OF THE WEST END OF THE STOCK TANK, 12 FEET
 BA0013'SOUTHEAST OF THE SOUTH SIDE OF THE STOCK TANK AND 4 FEET HIGHER THAN
 BA0013'THE CENTERLINE OF THE ROAD THROUGH THE WASH. IT IS A STANDARD DISK OF
 BA0013'THE USGS SET IN A DRILL HOLE IN THE BEDROCK, STAMPED 2883 1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2149 ***********************************************************************
 BX2149  DESIGNATION -  288.97 GCSFRC
 BX2149  PID         -  BX2149
 BX2149  STATE/COUNTY-  TX/SABINE
 BX2149  USGS QUAD   -  PINELAND NORTH (1984)
 BX2149
 BX2149                         *CURRENT SURVEY CONTROL
 BX2149  ___________________________________________________________________
 BX2149* NAD 83(1986)-  31 17 43.     (N)    093 59 22.     (W)     SCALED    
 BX2149* NAVD 88     -        88.25   (+/-2cm)     289.5    (feet)  VERTCON   
 BX2149  ___________________________________________________________________
 BX2149  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BX2149
 BX2149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2149
 BX2149.The horizontal coordinates were scaled from a topographic map and have
 BX2149.an estimated accuracy of +/- 6 seconds.
 BX2149
 BX2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2149.The vertical order pertains to the NGVD 29 superseded value.
 BX2149
 BX2149.The geoid height was determined by GEOID03.
 BX2149
 BX2149;                    North         East    Units  Estimated Accuracy
 BX2149;SPC TX C     - 3,197,760.    1,303,600.      MT  (+/- 180 meters Scaled)
 BX2149
 BX2149                          SUPERSEDED SURVEY CONTROL
 BX2149
 BX2149  NGVD 29 (??/??/??)   88.272  (m)          289.61   (f) ADJUSTED    2 0
 BX2149
 BX2149.Superseded values are not recommended for survey control.
 BX2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2149.See file dsdata.txt to determine how the superseded data were derived.
 BX2149
 BX2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ058627(NAD 83)
 BX2149_MARKER: Z = SEE DESCRIPTION
 BX2149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2149_SP_SET: RAIL
 BX2149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2149
 BX2149  HISTORY     - Date     Condition        Report By
 BX2149  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2149  HISTORY     - 1952     GOOD             CGS
 BX2149
 BX2149                          STATION DESCRIPTION
 BX2149
 BX2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2149'3.6 MI N FROM PINELAND.
 BX2149'3.6 MILES NORTH ALONG THE GULF COLORADO AND SANTA FE RAILROAD FROM THE
 BX2149'STATION AT PINELAND, 45 FEET WEST OF MILE RAIL 101, 26 FEET SOUTHWEST
 BX2149'OF THE SOUTHWEST RAIL, 6 FEET SOUTH OF MILEPOST 101, A RAILROAD RAIL
 BX2149'SET VERTICALLY WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1656 ***********************************************************************
 CS1656  DESIGNATION -  289
 CS1656  PID         -  CS1656
 CS1656  STATE/COUNTY-  TX/TARRANT
 CS1656  USGS QUAD   -  FORT WORTH (1981)
 CS1656
 CS1656                         *CURRENT SURVEY CONTROL
 CS1656  ___________________________________________________________________
 CS1656* NAD 83(1986)-  32 43 36.     (N)    097 15 42.     (W)     SCALED    
 CS1656* NAVD 88     -       207.111  (meters)     679.50   (feet)  ADJUSTED  
 CS1656  ___________________________________________________________________
 CS1656  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS1656  DYNAMIC HT  -         206.869 (meters)     678.70  (feet)  COMP
 CS1656  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 CS1656
 CS1656  VERT ORDER  -  FIRST     CLASS II
 CS1656
 CS1656.The horizontal coordinates were scaled from a topographic map and have
 CS1656.an estimated accuracy of +/- 6 seconds.
 CS1656
 CS1656.The orthometric height was determined by differential leveling
 CS1656.and adjusted by the National Geodetic Survey in June 1991..
 CS1656.WARNING-Repeat measurements at this control monument indicate possible
 CS1656.vertical movement.
 CS1656
 CS1656.The geoid height was determined by GEOID03.
 CS1656
 CS1656.The dynamic height is computed by dividing the NAVD 88
 CS1656.geopotential number by the normal gravity value computed on the
 CS1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1656.degrees latitude (g = 980.6199 gals.).
 CS1656
 CS1656.The modeled gravity was interpolated from observed gravity values.
 CS1656
 CS1656;                    North         East    Units  Estimated Accuracy
 CS1656;SPC TXNC     - 2,118,230.      716,070.      MT  (+/- 180 meters Scaled)
 CS1656
 CS1656                          SUPERSEDED SURVEY CONTROL
 CS1656
 CS1656  NGVD 29 (??/??/92)  207.096  (m)          679.45   (f) ADJ UNCH    1 2
 CS1656
 CS1656.Superseded values are not recommended for survey control.
 CS1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1656.See file dsdata.txt to determine how the superseded data were derived.
 CS1656
 CS1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB628223(NAD 83)
 CS1656_MARKER: DB = BENCH MARK DISK
 CS1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1656_STAMPING: 289
 CS1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1656+STABILITY: SURFACE MOTION
 CS1656
 CS1656  HISTORY     - Date     Condition        Report By
 CS1656  HISTORY     - UNK      MONUMENTED       TXGS
 CS1656  HISTORY     - 1957     GOOD             NGS
 CS1656  HISTORY     - 1978     MARK NOT FOUND   NGS
 CS1656  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1656
 CS1656                          STATION DESCRIPTION
 CS1656
 CS1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1656'4.7 MI SE FROM FORT WORTH.
 CS1656'4.7 MILES SOUTHEAST OF THE TARRANT COUNTY COURT HOUSE IN FORT WORTH,
 CS1656'IN THE SOUTHEAST POINT OF THE INTERSECTION OF AVENUE J AND MILLER
 CS1656'STREET, 27.8 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 CS1656'AVENUE J AND 15.2 FEET EAST OF THE CENTERLINE OF MILLER STREET.  A
 CS1656'DISK STAMPED 289 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CS1656
 CS1656                          STATION RECOVERY (1978)
 CS1656
 CS1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 CS1656'MARK NOT FOUND.
 CS1656
 CS1656                          STATION RECOVERY (1986)
 CS1656
 CS1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0432 ***********************************************************************
 AV0432  DESIGNATION -  289 A USGS
 AV0432  PID         -  AV0432
 AV0432  STATE/COUNTY-  TX/JEFFERSON
 AV0432  USGS QUAD   -  SABINE PASS (1993)
 AV0432
 AV0432                         *CURRENT SURVEY CONTROL
 AV0432  ___________________________________________________________________
 AV0432* NAD 83(1986)-  29 41 20.     (N)    093 58 59.     (W)     SCALED    
 AV0432* NAVD 88     -         1.05   (+/-2cm)       3.4    (feet)  VERTCON   
 AV0432  ___________________________________________________________________
 AV0432  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AV0432
 AV0432  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0432
 AV0432.The horizontal coordinates were scaled from a topographic map and have
 AV0432.an estimated accuracy of +/- 6 seconds.
 AV0432
 AV0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0432.The vertical order pertains to the NGVD 29 superseded value.
 AV0432
 AV0432.The geoid height was determined by GEOID03.
 AV0432
 AV0432;                    North         East    Units  Estimated Accuracy
 AV0432;SPC TXSC     - 4,216,060.    1,085,360.      MT  (+/- 180 meters Scaled)
 AV0432
 AV0432                          SUPERSEDED SURVEY CONTROL
 AV0432
 AV0432  NGVD 29 (??/??/??)    1.047  (m)            3.44   (f) ADJUSTED    1 2
 AV0432
 AV0432.Superseded values are not recommended for survey control.
 AV0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0432.See file dsdata.txt to determine how the superseded data were derived.
 AV0432
 AV0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN048847(NAD 83)
 AV0432_MARKER: Z = SEE DESCRIPTION
 AV0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0432_SP_SET: STEEL CASING
 AV0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0432
 AV0432  HISTORY     - Date     Condition        Report By
 AV0432  HISTORY     - UNK      MONUMENTED       USGS
 AV0432  HISTORY     - 1958     GOOD             CGS
 AV0432  HISTORY     - 1987     GOOD             USPSQD
 AV0432  HISTORY     - 19880921 GOOD             USPSQD
 AV0432  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0432  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0432  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 AV0432
 AV0432                          STATION DESCRIPTION
 AV0432
 AV0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0432'6.45 MI SW FROM SABINE PASS.
 AV0432'ABOUT 6.35 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AV0432'DOWLING MONUMENT AT SABINE PASS, THENCE ABOUT 0.1 MILE SOUTHEAST
 AV0432'ACROSS A GRASS COVERED AREA, ABOUT 0.15 MILE SOUTH OF THE JUNCTION OF
 AV0432'A SHELL ROAD LEADING SOUTHEAST TO A GROUP OF 3 OIL STORAGE TANKS,
 AV0432'ABOUT 0.3 MILE NORTHWEST OF THE STORAGE TANKS, 120 FEET EAST OF THE
 AV0432'CENTER OF THE EAST EDGE OF AN OLD OIL WELL SLUSH PIT, 1 FOOT NORTH OF
 AV0432'A METAL WITNESS POST, AND IN THE TOP OF AN 8-INCH STEEL CASING WHICH
 AV0432'IS FILLED WITH CONCRETE AND IS INSIDE A 14-INCH CASING FLUSH WITH THE
 AV0432'GROUND.  THE HIGHPOINT OF A BROKEN VALVE.
 AV0432
 AV0432                          STATION RECOVERY (1987)
 AV0432
 AV0432'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0432'RECOVERED IN GOOD CONDITION.
 AV0432
 AV0432                          STATION RECOVERY (1988)
 AV0432
 AV0432'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AV0432'RECOVERED IN GOOD CONDITION.
 AV0432
 AV0432                          STATION RECOVERY (1989)
 AV0432
 AV0432'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRN)
 AV0432'MARK NOT FOUND.
 AV0432
 AV0432                          STATION RECOVERY (1989)
 AV0432
 AV0432'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AV0432'MARK NOT FOUND.
 AV0432
 AV0432                          STATION RECOVERY (1993)
 AV0432
 AV0432'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0862 ***********************************************************************
 BY0862  DESIGNATION -  289.289
 BY0862  PID         -  BY0862
 BY0862  STATE/COUNTY-  TX/ANGELINA
 BY0862  USGS QUAD   -  BALD HILL (1980)
 BY0862
 BY0862                         *CURRENT SURVEY CONTROL
 BY0862  ___________________________________________________________________
 BY0862* NAD 83(1986)-  31 13 19.     (N)    094 41 19.     (W)     SCALED    
 BY0862* NAVD 88     -        88.12   (+/-2cm)     289.1    (feet)  VERTCON   
 BY0862  ___________________________________________________________________
 BY0862  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BY0862
 BY0862  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0862
 BY0862.The horizontal coordinates were scaled from a topographic map and have
 BY0862.an estimated accuracy of +/- 6 seconds.
 BY0862
 BY0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0862.The vertical order pertains to the NGVD 29 superseded value.
 BY0862
 BY0862.The geoid height was determined by GEOID03.
 BY0862
 BY0862;                    North         East    Units  Estimated Accuracy
 BY0862;SPC TX C     - 3,186,050.    1,237,550.      MT  (+/- 180 meters Scaled)
 BY0862
 BY0862                          SUPERSEDED SURVEY CONTROL
 BY0862
 BY0862  NGVD 29 (??/??/92)   88.160  (m)          289.24   (f) ADJ UNCH    2 0
 BY0862
 BY0862.Superseded values are not recommended for survey control.
 BY0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0862.See file dsdata.txt to determine how the superseded data were derived.
 BY0862
 BY0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ391554(NAD 83)
 BY0862_MARKER: Q = CHISELED SQUARE
 BY0862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0862_SP_SET: CULVERT
 BY0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0862
 BY0862  HISTORY     - Date     Condition        Report By
 BY0862  HISTORY     - UNK      MONUMENTED       USGS
 BY0862  HISTORY     - 1949     GOOD             NGS
 BY0862
 BY0862                          STATION DESCRIPTION
 BY0862
 BY0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0862'7.65 MI SE FROM BURKE.
 BY0862'4.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0862'ORLEANS RAILROAD STATION AT BURKE, THENCE 3.1 MILES SOUTHEAST ALONG
 BY0862'FARM ROAD 58, 0.1 MILE NORTH OF THE JUNCTION WITH A ROAD LEADING EAST,
 BY0862'17.0 FEET WEST OF THE CENTER LINE OF FARM ROAD 58, A CHISELED SQUARE
 BY0862'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF AN 18
 BY0862'INCH CONCRETE PIPE CULVERT AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0846 ***********************************************************************
 CD0846  DESIGNATION -  2895.59 TXHD
 CD0846  PID         -  CD0846
 CD0846  STATE/COUNTY-  TX/REEVES
 CD0846  USGS QUAD   -  SCREW BEAN DRAW NE (1973)
 CD0846
 CD0846                         *CURRENT SURVEY CONTROL
 CD0846  ___________________________________________________________________
 CD0846* NAD 83(1986)-  31 59 21.     (N)    104 01 26.     (W)     SCALED    
 CD0846* NAVD 88     -       883.004  (meters)    2896.99   (feet)  ADJUSTED  
 CD0846  ___________________________________________________________________
 CD0846  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CD0846  DYNAMIC HT  -         881.708 (meters)    2892.74  (feet)  COMP
 CD0846  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 CD0846
 CD0846  VERT ORDER  -  FIRST     CLASS II
 CD0846
 CD0846.The horizontal coordinates were scaled from a topographic map and have
 CD0846.an estimated accuracy of +/- 6 seconds.
 CD0846
 CD0846.The orthometric height was determined by differential leveling
 CD0846.and adjusted by the National Geodetic Survey in June 1991..
 CD0846
 CD0846.The geoid height was determined by GEOID03.
 CD0846
 CD0846.The dynamic height is computed by dividing the NAVD 88
 CD0846.geopotential number by the normal gravity value computed on the
 CD0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0846.degrees latitude (g = 980.6199 gals.).
 CD0846
 CD0846.The modeled gravity was interpolated from observed gravity values.
 CD0846
 CD0846;                    North         East    Units  Estimated Accuracy
 CD0846;SPC TX C     - 3,263,260.      351,280.      MT  (+/- 180 meters Scaled)
 CD0846
 CD0846                          SUPERSEDED SURVEY CONTROL
 CD0846
 CD0846.No superseded survey control is available for this station.
 CD0846
 CD0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER922396(NAD 83)
 CD0846_MARKER: DB = BENCH MARK DISK
 CD0846_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CD0846_SP_SET: HEADWALL
 CD0846_STAMPING: 2895.59
 CD0846_MARK LOGO: TXHD  
 CD0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0846
 CD0846  HISTORY     - Date     Condition        Report By
 CD0846  HISTORY     - UNK      MONUMENTED       TXHD
 CD0846  HISTORY     - 1981     GOOD             NGS
 CD0846
 CD0846                          STATION DESCRIPTION
 CD0846
 CD0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0846'21.1 KM (13.1 MI) NW FROM ORLA.
 CD0846'21.1 KM (13.1 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CD0846'WITH FARM ROAD 652 IN ORLA, IN TOP OF AND 0.3 METER (1.0 FT) SOUTHEAST
 CD0846'OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A MASSIVE 5-CHANNEL
 CD0846'CONCRETE CULVERT, 6.7 METERS (22.0 FT) SOUTHWEST OF THE CENTERLINE OF
 CD0846'THE HIGHWAY.
 CD0846'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0860 ***********************************************************************
 BY0860  DESIGNATION -  289.927
 BY0860  PID         -  BY0860
 BY0860  STATE/COUNTY-  TX/ANGELINA
 BY0860  USGS QUAD   -  BALD HILL (1980)
 BY0860
 BY0860                         *CURRENT SURVEY CONTROL
 BY0860  ___________________________________________________________________
 BY0860* NAD 83(1986)-  31 14 07.     (N)    094 41 45.     (W)     SCALED    
 BY0860* NAVD 88     -        88.31   (+/-2cm)     289.7    (feet)  VERTCON   
 BY0860  ___________________________________________________________________
 BY0860  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BY0860
 BY0860  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0860
 BY0860.The horizontal coordinates were scaled from a topographic map and have
 BY0860.an estimated accuracy of +/- 6 seconds.
 BY0860
 BY0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0860.The vertical order pertains to the NGVD 29 superseded value.
 BY0860
 BY0860.The geoid height was determined by GEOID03.
 BY0860
 BY0860;                    North         East    Units  Estimated Accuracy
 BY0860;SPC TX C     - 3,187,490.    1,236,790.      MT  (+/- 180 meters Scaled)
 BY0860
 BY0860                          SUPERSEDED SURVEY CONTROL
 BY0860
 BY0860  NGVD 29 (??/??/92)   88.352  (m)          289.87   (f) ADJ UNCH    2 0
 BY0860
 BY0860.Superseded values are not recommended for survey control.
 BY0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0860.See file dsdata.txt to determine how the superseded data were derived.
 BY0860
 BY0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ384569(NAD 83)
 BY0860_MARKER: Q = CHISELED SQUARE
 BY0860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0860_SP_SET: CULVERT
 BY0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0860
 BY0860  HISTORY     - Date     Condition        Report By
 BY0860  HISTORY     - UNK      MONUMENTED       USGS
 BY0860  HISTORY     - 1949     GOOD             NGS
 BY0860
 BY0860                          STATION DESCRIPTION
 BY0860
 BY0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0860'6.65 MI SE FROM BURKE.
 BY0860'4.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0860'ORLEANS RAILROAD STATION AT BURKE, THENCE 2.1 MILES SOUTHEAST ALONG
 BY0860'FARM ROAD 58, AT A JUNCTION WITH A DIRT ROAD LEADING SOUTH, 36.0 FEET
 BY0860'NORTHWEST OF THE CENTER LINE OF THE ROAD JUNCTION, 17.0 FEET SOUTHWEST
 BY0860'OF THE CENTER LINE OF THE FARM ROAD, AN OUTLINED CHISELED SQUARE IN
 BY0860'THE CENTER OF THE SOUTHWEST HEADWALL OF AN 18-INCH CONCRETE TUBE
 BY0860'CULVERT AND ABOUT 1.0 FOOT ABOVE THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0313 ***********************************************************************
 BL0313  DESIGNATION -  29
 BL0313  PID         -  BL0313
 BL0313  STATE/COUNTY-  TX/JASPER
 BL0313  USGS QUAD   -  EVADALE (1984)
 BL0313
 BL0313                         *CURRENT SURVEY CONTROL
 BL0313  ___________________________________________________________________
 BL0313* NAD 83(1986)-  30 21 59.     (N)    094 03 01.     (W)     SCALED    
 BL0313* NAVD 88     -        14.63   (+/-2cm)      48.0    (feet)  VERTCON   
 BL0313  ___________________________________________________________________
 BL0313  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0313
 BL0313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0313
 BL0313.The horizontal coordinates were scaled from a topographic map and have
 BL0313.an estimated accuracy of +/- 6 seconds.
 BL0313
 BL0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0313.The vertical order pertains to the NGVD 29 superseded value.
 BL0313
 BL0313.The geoid height was determined by GEOID03.
 BL0313
 BL0313;                    North         East    Units  Estimated Accuracy
 BL0313;SPC TX C     - 3,094,620.    1,303,630.      MT  (+/- 180 meters Scaled)
 BL0313
 BL0313                          SUPERSEDED SURVEY CONTROL
 BL0313
 BL0313  NGVD 29 (??/??/92)   14.613  (m)           47.94   (f) ADJ UNCH    2 0
 BL0313
 BL0313.Superseded values are not recommended for survey control.
 BL0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0313.See file dsdata.txt to determine how the superseded data were derived.
 BL0313
 BL0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP990598(NAD 83)
 BL0313_MARKER: Z = SEE DESCRIPTION
 BL0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0313_SP_SET: SECTION RAIL
 BL0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0313
 BL0313  HISTORY     - Date     Condition        Report By
 BL0313  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0313  HISTORY     - 1935     GOOD             NGS
 BL0313
 BL0313                          STATION DESCRIPTION
 BL0313
 BL0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0313'7.1 MI SW FROM BUNA.
 BL0313'7.1 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BL0313'THE STATION AT BUNA, JASPER COUNTY, OPPOSITE MILEPOST 29, AND 8 FEET
 BL0313'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0313'OF A RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1337 ***********************************************************************
 FL1337  DESIGNATION -  29
 FL1337  PID         -  FL1337
 FL1337  STATE/COUNTY-  TX/POTTER
 FL1337  USGS QUAD   -  MARSH (1953)
 FL1337
 FL1337                         *CURRENT SURVEY CONTROL
 FL1337  ___________________________________________________________________
 FL1337* NAD 83(1986)-  35 34 02.     (N)    101 55 34.     (W)     SCALED    
 FL1337* NAVD 88     -      1068.617  (meters)    3505.95   (feet)  ADJUSTED  
 FL1337  ___________________________________________________________________
 FL1337  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1337  DYNAMIC HT  -        1067.366 (meters)    3501.85  (feet)  COMP
 FL1337  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 FL1337
 FL1337  VERT ORDER  -  SECOND    CLASS 0
 FL1337
 FL1337.The horizontal coordinates were scaled from a topographic map and have
 FL1337.an estimated accuracy of +/- 6 seconds.
 FL1337
 FL1337.The orthometric height was determined by differential leveling
 FL1337.and adjusted by the National Geodetic Survey in June 1991..
 FL1337
 FL1337.The geoid height was determined by GEOID03.
 FL1337
 FL1337.The dynamic height is computed by dividing the NAVD 88
 FL1337.geopotential number by the normal gravity value computed on the
 FL1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1337.degrees latitude (g = 980.6199 gals.).
 FL1337
 FL1337.The modeled gravity was interpolated from observed gravity values.
 FL1337
 FL1337;                    North         East    Units  Estimated Accuracy
 FL1337;SPC TX N     - 1,173,950.      161,380.      MT  (+/- 180 meters Scaled)
 FL1337
 FL1337                          SUPERSEDED SURVEY CONTROL
 FL1337
 FL1337  NGVD 29 (??/??/92) 1068.086  (m)         3504.21   (f) ADJ UNCH    2 0
 FL1337
 FL1337.Superseded values are not recommended for survey control.
 FL1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1337.See file dsdata.txt to determine how the superseded data were derived.
 FL1337
 FL1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE348398(NAD 83)
 FL1337_MARKER: B = BOLT
 FL1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1337+STABILITY: SURFACE MOTION
 FL1337
 FL1337  HISTORY     - Date     Condition        Report By
 FL1337  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1337  HISTORY     - 1934     GOOD             NGS
 FL1337
 FL1337                          STATION DESCRIPTION
 FL1337
 FL1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1337'23.0 MI SE FROM DUMAS.
 FL1337'23.0 MILES SE OF AND ALONG THE S.F.R.R. OPPOSITE MILE POST 29.  98 FT.
 FL1337'SE OF CENTER OF TRACK.  2 FT. NW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0128 ***********************************************************************
 DN0128  DESIGNATION -  29
 DN0128  PID         -  DN0128
 DN0128  STATE/COUNTY-  TX/FANNIN
 DN0128  USGS QUAD   -  TRENTON (1964)
 DN0128
 DN0128                         *CURRENT SURVEY CONTROL
 DN0128  ___________________________________________________________________
 DN0128* NAD 83(1986)-  33 26 16.     (N)    096 20 53.     (W)     SCALED    
 DN0128* NAVD 88     -       230.950  (meters)     757.71   (feet)  ADJUSTED  
 DN0128  ___________________________________________________________________
 DN0128  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DN0128  DYNAMIC HT  -         230.702 (meters)     756.89  (feet)  COMP
 DN0128  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 DN0128
 DN0128  VERT ORDER  -  FIRST     CLASS II
 DN0128
 DN0128.The horizontal coordinates were scaled from a topographic map and have
 DN0128.an estimated accuracy of +/- 6 seconds.
 DN0128
 DN0128.The orthometric height was determined by differential leveling
 DN0128.and adjusted by the National Geodetic Survey in June 1991..
 DN0128
 DN0128.The geoid height was determined by GEOID03.
 DN0128
 DN0128.The dynamic height is computed by dividing the NAVD 88
 DN0128.geopotential number by the normal gravity value computed on the
 DN0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0128.degrees latitude (g = 980.6199 gals.).
 DN0128
 DN0128.The modeled gravity was interpolated from observed gravity values.
 DN0128
 DN0128;                    North         East    Units  Estimated Accuracy
 DN0128;SPC TXNC     - 2,198,450.      800,070.      MT  (+/- 180 meters Scaled)
 DN0128
 DN0128                          SUPERSEDED SURVEY CONTROL
 DN0128
 DN0128  NGVD 29 (??/??/92)  230.925  (m)          757.63   (f) ADJ UNCH    1 2
 DN0128
 DN0128.Superseded values are not recommended for survey control.
 DN0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0128.See file dsdata.txt to determine how the superseded data were derived.
 DN0128
 DN0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC465029(NAD 83)
 DN0128_MARKER: S = SPIKE
 DN0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0128_SP_SET: CULVERT
 DN0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0128
 DN0128  HISTORY     - Date     Condition        Report By
 DN0128  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0128  HISTORY     - 1933     GOOD             NGS
 DN0128  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0128  HISTORY     - 19940405 MARK NOT FOUND   USPSQD
 DN0128
 DN0128                          STATION DESCRIPTION
 DN0128
 DN0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0128'0.8 MI N FROM TRENTON.
 DN0128'0.8 MILE NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0128'TRENTON, FANNIN COUNTY, 14 POLES SOUTHEAST OF MILEPOST 687, AT A
 DN0128'CONCRETE CULVERT, AND IN THE TOP OF THE EAST END OF THE SOUTH
 DN0128'HEADWALL.  A RAILROAD SPIKE.
 DN0128
 DN0128                          STATION RECOVERY (1986)
 DN0128
 DN0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0128'MARK NOT FOUND.
 DN0128
 DN0128                          STATION RECOVERY (1994)
 DN0128
 DN0128'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4421 ***********************************************************************
 AW4421  DESIGNATION -  29 B
 AW4421  PID         -  AW4421
 AW4421  STATE/COUNTY-  TX/BRAZORIA
 AW4421  USGS QUAD   -  DAMON (1980)
 AW4421
 AW4421                         *CURRENT SURVEY CONTROL
 AW4421  ___________________________________________________________________
 AW4421* NAD 83(1986)-  29 16 46.     (N)    095 39 13.     (W)     SCALED    
 AW4421* NAVD 88     -        16.67   (+/-2cm)      54.7    (feet)  VERTCON   
 AW4421  ___________________________________________________________________
 AW4421  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW4421
 AW4421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4421
 AW4421.The horizontal coordinates were scaled from a topographic map and have
 AW4421.an estimated accuracy of +/- 6 seconds.
 AW4421
 AW4421.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4421.The vertical order pertains to the NGVD 29 superseded value.
 AW4421
 AW4421.The geoid height was determined by GEOID03.
 AW4421
 AW4421;                    North         East    Units  Estimated Accuracy
 AW4421;SPC TXSC     - 4,164,920.      925,100.      MT  (+/- 180 meters Scaled)
 AW4421
 AW4421                          SUPERSEDED SURVEY CONTROL
 AW4421
 AW4421  NGVD 29 (??/??/92)   16.672  (m)           54.70   (f) ADJ UNCH    2 0
 AW4421
 AW4421.Superseded values are not recommended for survey control.
 AW4421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4421.See file dsdata.txt to determine how the superseded data were derived.
 AW4421
 AW4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN421418(NAD 83)
 AW4421_MARKER: DB = BENCH MARK DISK
 AW4421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4421_STAMPING: 29 B 1934
 AW4421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4421+STABILITY: SURFACE MOTION
 AW4421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4421+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 AW4421
 AW4421  HISTORY     - Date     Condition        Report By
 AW4421  HISTORY     - 1934     MONUMENTED       USGS
 AW4421  HISTORY     - 1943     GOOD             NGS
 AW4421  HISTORY     - 1947     GOOD             NGS
 AW4421  HISTORY     - 1989     GOOD             USPSQD
 AW4421  HISTORY     - 20041109 GOOD             USPSQD
 AW4421
 AW4421                          STATION DESCRIPTION
 AW4421
 AW4421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4421'5.6 MI E FROM DAMON.
 AW4421'TO REACH FROM THE POST OFFICE AT DAMON.  PROCEED SOUTHERLY 1.5 MILES
 AW4421'ALONG STATE HIGHWAY NO. 36 TO A T ROAD INTERSECTION, THENCE EASTERLY
 AW4421'4.1 MILES ALONG DIRT ROAD TO A T ROAD INTERSECTION OF A DIRT ROAD
 AW4421'LEADING NORTH AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 3.4 MILES
 AW4421'EAST OF THE REVOLVING BEACON LIGHT TOWER AT THE DAMON AIRPORT, 62.0
 AW4421'FEET WEST OF THE CENTER OF A WOODEN CULVERT IN ROAD, 41.0 FEET
 AW4421'NORTHWEST OF THE CENTER OF THE T INTERSECTION, 34.0 FEET NORTH OF THE
 AW4421'CENTERLINE OF THE MAIN EAST-WEST ROAD, 6.5 FEET NORTHWEST OF A FENCE
 AW4421'CORNER AND 2.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST. MONUMENT
 AW4421'PROJECTS ABOUT 0.2 FOOT, AND SET IN A CONCRETE POST.
 AW4421
 AW4421                          STATION RECOVERY (1947)
 AW4421
 AW4421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 AW4421'RECOVERED IN GOOD CONDITION.
 AW4421
 AW4421                          STATION RECOVERY (1989)
 AW4421
 AW4421'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4421'RECOVERED IN GOOD CONDITION.
 AW4421
 AW4421                          STATION RECOVERY (2004)
 AW4421
 AW4421'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4421'ORANGE TAPE ON FENCE. NO WOODEN MARKER FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0249 ***********************************************************************
 BB0249  DESIGNATION -  29 X
 BB0249  PID         -  BB0249
 BB0249  STATE/COUNTY-  TX/PRESIDIO
 BB0249  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0249
 BB0249                         *CURRENT SURVEY CONTROL
 BB0249  ___________________________________________________________________
 BB0249* NAD 83(1986)-  29 33 10.     (N)    104 21 22.     (W)     SCALED    
 BB0249* NAVD 88     -       784.618  (meters)    2574.20   (feet)  ADJUSTED  
 BB0249  ___________________________________________________________________
 BB0249  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 BB0249  DYNAMIC HT  -         783.347 (meters)    2570.03  (feet)  COMP
 BB0249  MODELED GRAV-     978,997.1   (mgal)                       NAVD 88
 BB0249
 BB0249  VERT ORDER  -  FIRST     CLASS II
 BB0249
 BB0249.The horizontal coordinates were scaled from a topographic map and have
 BB0249.an estimated accuracy of +/- 6 seconds.
 BB0249
 BB0249.The orthometric height was determined by differential leveling
 BB0249.and adjusted by the National Geodetic Survey in June 1991..
 BB0249
 BB0249.The geoid height was determined by GEOID03.
 BB0249
 BB0249.The dynamic height is computed by dividing the NAVD 88
 BB0249.geopotential number by the normal gravity value computed on the
 BB0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0249.degrees latitude (g = 980.6199 gals.).
 BB0249
 BB0249.The modeled gravity was interpolated from observed gravity values.
 BB0249
 BB0249;                    North         East    Units  Estimated Accuracy
 BB0249;SPC TXSC     - 4,202,440.       81,160.      MT  (+/- 180 meters Scaled)
 BB0249
 BB0249                          SUPERSEDED SURVEY CONTROL
 BB0249
 BB0249.No superseded survey control is available for this station.
 BB0249
 BB0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN623694(NAD 83)
 BB0249_MARKER: DB = BENCH MARK DISK
 BB0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0249_SP_SET: CONCRETE POST
 BB0249_STAMPING: 29 X
 BB0249_MARK LOGO: IBWC  
 BB0249_PROJECTION: PROJECTING 7 CENTIMETERS
 BB0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0249+STABILITY: SURFACE MOTION
 BB0249
 BB0249  HISTORY     - Date     Condition        Report By
 BB0249  HISTORY     - UNK      MONUMENTED       IBWC
 BB0249  HISTORY     - 1982     GOOD             NGS
 BB0249
 BB0249                          STATION DESCRIPTION
 BB0249
 BB0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BB0249'2.2 KM (1.35 MI) SE FROM PRESIDIO.
 BB0249'2.2 KM (1.35 MI) SOUTHERLY ALONG FARM ROAD 170 FROM
 BB0249'ITS SOUTH JUNCTION WITH U.S. HIGHWAY 67 IN PRESIDIO,
 BB0249'0.4 KM (0.25 MI) SOUTHEAST OF THE CROSSING OF THE
 BB0249'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 23.6 METERS
 BB0249'(77.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 BB0249'12.3 METERS (40.5 FT) SOUTHEAST OF A UTILITY POLE.
 BB0249'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 BB0249'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0176 ***********************************************************************
 DM0176  DESIGNATION -  290
 DM0176  PID         -  DM0176
 DM0176  STATE/COUNTY-  TX/BOWIE
 DM0176  USGS QUAD   -  CORLEY (1970)
 DM0176
 DM0176                         *CURRENT SURVEY CONTROL
 DM0176  ___________________________________________________________________
 DM0176* NAD 83(1986)-  33 19 25.     (N)    094 24 10.     (W)     SCALED    
 DM0176* NAVD 88     -        88.270  (meters)     289.60   (feet)  ADJUSTED  
 DM0176  ___________________________________________________________________
 DM0176  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0176  DYNAMIC HT  -          88.175 (meters)     289.29  (feet)  COMP
 DM0176  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 DM0176
 DM0176  VERT ORDER  -  SECOND    CLASS 0
 DM0176
 DM0176.The horizontal coordinates were scaled from a topographic map and have
 DM0176.an estimated accuracy of +/- 6 seconds.
 DM0176
 DM0176.The orthometric height was determined by differential leveling
 DM0176.and adjusted by the National Geodetic Survey in June 1991..
 DM0176
 DM0176.The geoid height was determined by GEOID03.
 DM0176
 DM0176.The dynamic height is computed by dividing the NAVD 88
 DM0176.geopotential number by the normal gravity value computed on the
 DM0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0176.degrees latitude (g = 980.6199 gals.).
 DM0176
 DM0176.The modeled gravity was interpolated from observed gravity values.
 DM0176
 DM0176;                    North         East    Units  Estimated Accuracy
 DM0176;SPC TXNC     - 2,191,180.      981,350.      MT  (+/- 180 meters Scaled)
 DM0176
 DM0176                          SUPERSEDED SURVEY CONTROL
 DM0176
 DM0176  NGVD 29 (??/??/92)   88.284  (m)          289.65   (f) ADJ UNCH    2 0
 DM0176
 DM0176.Superseded values are not recommended for survey control.
 DM0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0176.See file dsdata.txt to determine how the superseded data were derived.
 DM0176
 DM0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS694880(NAD 83)
 DM0176_MARKER: Z = SEE DESCRIPTION
 DM0176_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0176_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0176
 DM0176  HISTORY     - Date     Condition        Report By
 DM0176  HISTORY     - UNK      MONUMENTED       USGS
 DM0176  HISTORY     - 1934     GOOD             NGS
 DM0176  HISTORY     - 1935     GOOD             NGS
 DM0176  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0176
 DM0176                          STATION DESCRIPTION
 DM0176
 DM0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0176'3.6 MI W FROM MAUD.
 DM0176'3.6 MILES WEST OF, ALONG ST.L.-S.W.RY.  OPPOSITE 27TH TELEGRAPH POST
 DM0176'WEST OF MILEPOST 440.  CORLEY, 0.5 MILE WEST OF, IN FENCE CORNER 100
 DM0176'FEET NORTHWEST OF ROAD WEST OF ROAD CROSSING.  3 INCH IRON POST.
 DM0176'NOTE-- ALL STAMPED MARKS HAVE BEEN CHOPED OFF WITH AX.
 DM0176
 DM0176                          STATION RECOVERY (1935)
 DM0176
 DM0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0176'RECOVERED IN GOOD CONDITION.
 DM0176
 DM0176                          STATION RECOVERY (1997)
 DM0176
 DM0176'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0198 ***********************************************************************
 BP0198  DESIGNATION -  2917
 BP0198  PID         -  BP0198
 BP0198  STATE/COUNTY-  TX/PECOS
 BP0198  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0198
 BP0198                         *CURRENT SURVEY CONTROL
 BP0198  ___________________________________________________________________
 BP0198* NAD 83(1986)-  30 54 12.     (N)    102 45 55.     (W)     SCALED    
 BP0198* NAVD 88     -       888.752  (meters)    2915.85   (feet)  ADJUSTED  
 BP0198  ___________________________________________________________________
 BP0198  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BP0198  DYNAMIC HT  -         887.404 (meters)    2911.42  (feet)  COMP
 BP0198  MODELED GRAV-     979,094.8   (mgal)                       NAVD 88
 BP0198
 BP0198  VERT ORDER  -  FIRST     CLASS II
 BP0198
 BP0198.The horizontal coordinates were scaled from a topographic map and have
 BP0198.an estimated accuracy of +/- 6 seconds.
 BP0198
 BP0198.The orthometric height was determined by differential leveling
 BP0198.and adjusted by the National Geodetic Survey in June 1991..
 BP0198
 BP0198.The geoid height was determined by GEOID03.
 BP0198
 BP0198.The dynamic height is computed by dividing the NAVD 88
 BP0198.geopotential number by the normal gravity value computed on the
 BP0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0198.degrees latitude (g = 980.6199 gals.).
 BP0198
 BP0198.The modeled gravity was interpolated from observed gravity values.
 BP0198
 BP0198;                    North         East    Units  Estimated Accuracy
 BP0198;SPC TX C     - 3,139,630.      467,550.      MT  (+/- 180 meters Scaled)
 BP0198
 BP0198                          SUPERSEDED SURVEY CONTROL
 BP0198
 BP0198  NGVD 29 (??/??/92)  888.414  (m)         2914.74   (f) ADJ UNCH    1 2
 BP0198
 BP0198.Superseded values are not recommended for survey control.
 BP0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0198.See file dsdata.txt to determine how the superseded data were derived.
 BP0198
 BP0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ135210(NAD 83)
 BP0198_MARKER: P = PIPE CAP
 BP0198_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0198_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0198_STAMPING: 2914.738 1919
 BP0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0198
 BP0198  HISTORY     - Date     Condition        Report By
 BP0198  HISTORY     - 1919     MONUMENTED       USGS
 BP0198  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0198  HISTORY     - 1970     MARK NOT FOUND   USGS
 BP0198
 BP0198                          STATION DESCRIPTION
 BP0198
 BP0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0198'7.5 MI E FROM FORT STOCKTON.
 BP0198'ON OLD U. S. HIGHWAY 290, EAST OF THE JUNCTION OF A ROAD LEADING
 BP0198'NORTH, AND 25 FEET FROM THE CENTERLINE OF THE HIGHWAY.  A UNITED
 BP0198'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2914.738 1919 AND
 BP0198'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
 BP0198
 BP0198                          STATION RECOVERY (1970)
 BP0198
 BP0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BP0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2145 ***********************************************************************
 BX2145  DESIGNATION -  291.81 GCSFRC
 BX2145  PID         -  BX2145
 BX2145  STATE/COUNTY-  TX/SABINE
 BX2145  USGS QUAD   -  PINELAND NORTH (1984)
 BX2145
 BX2145                         *CURRENT SURVEY CONTROL
 BX2145  ___________________________________________________________________
 BX2145* NAD 83(1986)-  31 16 21.     (N)    093 58 28.     (W)     SCALED    
 BX2145* NAVD 88     -        89.13   (+/-2cm)     292.4    (feet)  VERTCON   
 BX2145  ___________________________________________________________________
 BX2145  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BX2145
 BX2145  VERT ORDER  -  ? (See Below)
 BX2145
 BX2145.The horizontal coordinates were scaled from a topographic map and have
 BX2145.an estimated accuracy of +/- 6 seconds.
 BX2145
 BX2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2145.The vertical order pertains to the NGVD 29 superseded value.
 BX2145
 BX2145.The geoid height was determined by GEOID03.
 BX2145
 BX2145;                    North         East    Units  Estimated Accuracy
 BX2145;SPC TX C     - 3,195,320.    1,305,170.      MT  (+/- 180 meters Scaled)
 BX2145
 BX2145                          SUPERSEDED SURVEY CONTROL
 BX2145
 BX2145  NGVD 29 (??/??/??)   89.144  (m)          292.47   (f) ADJUSTED    ?  
 BX2145
 BX2145.Superseded values are not recommended for survey control.
 BX2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2145.See file dsdata.txt to determine how the superseded data were derived.
 BX2145
 BX2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ072602(NAD 83)
 BX2145_MARKER: Z = SEE DESCRIPTION
 BX2145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2145_SP_SET: RAIL
 BX2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2145
 BX2145  HISTORY     - Date     Condition        Report By
 BX2145  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2145  HISTORY     - 1932     GOOD             CGS
 BX2145  HISTORY     - 1942     GOOD             CGS
 BX2145  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 BX2145
 BX2145                          STATION DESCRIPTION
 BX2145
 BX2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX2145'1.5 MI N FROM PINELAND.
 BX2145'1.5 MILES NORTH OF THE STATION AT PINELAND ON THE G.C. AND S.F.R.R.,
 BX2145'VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION 291.81
 BX2145'FEET, 30 FEET WEST OF THE TRACK, 10 FEET WEST OF MILE POLE NO. 99, 65
 BX2145'FEET SOUTHWEST OF MILE RAIL NO. 99.
 BX2145
 BX2145                          STATION RECOVERY (1942)
 BX2145
 BX2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 BX2145'RECOVERED IN GOOD CONDITION.
 BX2145
 BX2145                          STATION RECOVERY (2001)
 BX2145
 BX2145'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BX2145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0200 ***********************************************************************
 BP0200  DESIGNATION -  2919.22 USGS
 BP0200  PID         -  BP0200
 BP0200  STATE/COUNTY-  TX/PECOS
 BP0200  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0200
 BP0200                         *CURRENT SURVEY CONTROL
 BP0200  ___________________________________________________________________
 BP0200* NAD 83(1986)-  30 54 08.     (N)    102 50 31.     (W)     SCALED    
 BP0200* NAVD 88     -       889.644  (meters)    2918.77   (feet)  ADJUSTED  
 BP0200  ___________________________________________________________________
 BP0200  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 BP0200  DYNAMIC HT  -         888.294 (meters)    2914.34  (feet)  COMP
 BP0200  MODELED GRAV-     979,094.5   (mgal)                       NAVD 88
 BP0200
 BP0200  VERT ORDER  -  FIRST     CLASS II
 BP0200
 BP0200.The horizontal coordinates were scaled from a topographic map and have
 BP0200.an estimated accuracy of +/- 6 seconds.
 BP0200
 BP0200.The orthometric height was determined by differential leveling
 BP0200.and adjusted by the National Geodetic Survey in June 1991..
 BP0200
 BP0200.The geoid height was determined by GEOID03.
 BP0200
 BP0200.The dynamic height is computed by dividing the NAVD 88
 BP0200.geopotential number by the normal gravity value computed on the
 BP0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0200.degrees latitude (g = 980.6199 gals.).
 BP0200
 BP0200.The modeled gravity was interpolated from observed gravity values.
 BP0200
 BP0200;                    North         East    Units  Estimated Accuracy
 BP0200;SPC TX C     - 3,139,670.      460,220.      MT  (+/- 180 meters Scaled)
 BP0200
 BP0200                          SUPERSEDED SURVEY CONTROL
 BP0200
 BP0200  NGVD 29 (??/??/92)  889.306  (m)         2917.66   (f) ADJ UNCH    1 2
 BP0200
 BP0200.Superseded values are not recommended for survey control.
 BP0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0200.See file dsdata.txt to determine how the superseded data were derived.
 BP0200
 BP0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ062207(NAD 83)
 BP0200_MARKER: Q = CHISELED SQUARE
 BP0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0200_SP_SET: CULVERT
 BP0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0200
 BP0200  HISTORY     - Date     Condition        Report By
 BP0200  HISTORY     - UNK      MONUMENTED       USGS
 BP0200  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0200
 BP0200                          STATION DESCRIPTION
 BP0200
 BP0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0200'3.1 MI E FROM FORT STOCKTON.
 BP0200'ON THE NORTH HEADWALL OF A CULVERT DIRECTLY IN FRONT OF A HOUSE ON THE
 BP0200'SOUTH SIDE OF OLD U. S. HIGHWAY 290, A CHISELED SQUARE THAT HAS BEEN
 BP0200'PAINTED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1464 ***********************************************************************
 AX1464  DESIGNATION -  292=PTS 3 USGS
 AX1464  PID         -  AX1464
 AX1464  STATE/COUNTY-  TX/FAYETTE
 AX1464  USGS QUAD   -  WEST POINT (1981)
 AX1464
 AX1464                         *CURRENT SURVEY CONTROL
 AX1464  ___________________________________________________________________
 AX1464* NAD 83(1986)-  29 57 19.     (N)    097 02 20.     (W)     SCALED    
 AX1464* NAVD 88     -        87.432  (meters)     286.85   (feet)  ADJUSTED  
 AX1464  ___________________________________________________________________
 AX1464  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AX1464  DYNAMIC HT  -          87.313 (meters)     286.46  (feet)  COMP
 AX1464  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 AX1464
 AX1464  VERT ORDER  -  FIRST     CLASS I
 AX1464
 AX1464.The horizontal coordinates were scaled from a topographic map and have
 AX1464.an estimated accuracy of +/- 6 seconds.
 AX1464
 AX1464.The orthometric height was determined by differential leveling
 AX1464.and adjusted by the National Geodetic Survey in June 1991..
 AX1464
 AX1464.The geoid height was determined by GEOID03.
 AX1464
 AX1464.The dynamic height is computed by dividing the NAVD 88
 AX1464.geopotential number by the normal gravity value computed on the
 AX1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1464.degrees latitude (g = 980.6199 gals.).
 AX1464
 AX1464.The modeled gravity was interpolated from observed gravity values.
 AX1464
 AX1464;                    North         East    Units  Estimated Accuracy
 AX1464;SPC TXSC     - 4,236,760.      789,280.      MT  (+/- 180 meters Scaled)
 AX1464
 AX1464                          SUPERSEDED SURVEY CONTROL
 AX1464
 AX1464  NGVD 29 (??/??/92)   87.382  (m)          286.69   (f) ADJ UNCH    1 1
 AX1464
 AX1464.Superseded values are not recommended for survey control.
 AX1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1464.See file dsdata.txt to determine how the superseded data were derived.
 AX1464
 AX1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU892154(NAD 83)
 AX1464_MARKER: P = PIPE CAP
 AX1464_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1464_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1464_STAMPING: 286.72 FT PRIM TRAV NO 3 TEXAS SA 59 1909
 AX1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1464
 AX1464  HISTORY     - Date     Condition        Report By
 AX1464  HISTORY     - 1909     MONUMENTED       USGS
 AX1464  HISTORY     - 1973     GOOD             NGS
 AX1464  HISTORY     - 1978     GOOD             NGS
 AX1464
 AX1464                          STATION DESCRIPTION
 AX1464
 AX1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1464'4.5 MI W FROM PLUM.
 AX1464'4.5 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1464'CROSSING OF AN ASPHALT ROAD AT PLUM, AT THE CROSSING OF THE TEXAS AND
 AX1464'NEW ORLEANS SOUTHERN PACIFIC COMPANY RAILROAD, 43.7 FEET NORTH OF THE
 AX1464'NORTH RAIL, 36 FEET WEST OF THE CENTER LINE OF A ROAD, 11 1/2 FEET
 AX1464'EAST-NORTHEAST OF THE 2ND TELEPHONE POLE WEST OF MILE POLE 978 WHICH
 AX1464'HAS 3 GUY WIRES, 95.0 FEET WEST AND ACROSS A DIRT ROAD FROM THE WEST
 AX1464'RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 23.8 FEET SOUTH OF A
 AX1464'FENCE, 1.5 FEET WEST OF A WITNESS POST, ABOUT 5 1/2 FEET LOWER THAN
 AX1464'THE TRACK, A CAP RIVETED TO THE TOP OF A 3 1/2-INCH IRON PIPE
 AX1464'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 AX1464
 AX1464                          STATION RECOVERY (1978)
 AX1464
 AX1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0274 ***********************************************************************
 DM0274  DESIGNATION -  293
 DM0274  PID         -  DM0274
 DM0274  STATE/COUNTY-  TX/TITUS
 DM0274  USGS QUAD   -  HARVARD (1963)
 DM0274
 DM0274                         *CURRENT SURVEY CONTROL
 DM0274  ___________________________________________________________________
 DM0274* NAD 83(1986)-  33 05 01.     (N)    094 58 06.     (W)     SCALED    
 DM0274* NAVD 88     -        89.265  (meters)     292.86   (feet)  ADJUSTED  
 DM0274  ___________________________________________________________________
 DM0274  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0274  DYNAMIC HT  -          89.167 (meters)     292.54  (feet)  COMP
 DM0274  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 DM0274
 DM0274  VERT ORDER  -  SECOND    CLASS 0
 DM0274
 DM0274.The horizontal coordinates were scaled from a topographic map and have
 DM0274.an estimated accuracy of +/- 6 seconds.
 DM0274
 DM0274.The orthometric height was determined by differential leveling
 DM0274.and adjusted by the National Geodetic Survey in June 1991..
 DM0274
 DM0274.The geoid height was determined by GEOID03.
 DM0274
 DM0274.The dynamic height is computed by dividing the NAVD 88
 DM0274.geopotential number by the normal gravity value computed on the
 DM0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0274.degrees latitude (g = 980.6199 gals.).
 DM0274
 DM0274.The modeled gravity was interpolated from observed gravity values.
 DM0274
 DM0274;                    North         East    Units  Estimated Accuracy
 DM0274;SPC TXNC     - 2,162,670.      929,630.      MT  (+/- 180 meters Scaled)
 DM0274
 DM0274                          SUPERSEDED SURVEY CONTROL
 DM0274
 DM0274  NGVD 29 (??/??/92)   89.280  (m)          292.91   (f) ADJ UNCH    2 0
 DM0274
 DM0274.Superseded values are not recommended for survey control.
 DM0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0274.See file dsdata.txt to determine how the superseded data were derived.
 DM0274
 DM0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS162622(NAD 83)
 DM0274_MARKER: P = PIPE CAP
 DM0274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0274_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0274_STAMPING: STA 24 293 ADJ 1903
 DM0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0274
 DM0274  HISTORY     - Date     Condition        Report By
 DM0274  HISTORY     - 1903     MONUMENTED       USGS
 DM0274  HISTORY     - 1933     GOOD             NGS
 DM0274  HISTORY     - 1964     GOOD             NGS
 DM0274
 DM0274                          STATION DESCRIPTION
 DM0274
 DM0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0274'5.4 MI S FROM MT PLEASANT.
 DM0274'5.4 MILES SOUTH OF, ALONG ST.LOUIS SOUTHWESTERN RY.  1.5 MILES NORTH
 DM0274'OF BIG CYPRUS.  0.7 MILES NORTH OF TITUS- AND CAMP COUNTY LINE.  300
 DM0274'FEET NORTH OF MILEPOST 485.  60 FEET WEST OF TRACK C.L.  IN R.R. RIGHT
 DM0274'OF WAY.  3 INCH PIPE.
 DM0274
 DM0274                          STATION RECOVERY (1964)
 DM0274
 DM0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DM0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2248 ***********************************************************************
 CS2248  DESIGNATION -  293 A
 CS2248  PID         -  CS2248
 CS2248  STATE/COUNTY-  TX/BOSQUE
 CS2248  USGS QUAD   -  MORGAN (1977)
 CS2248
 CS2248                         *CURRENT SURVEY CONTROL
 CS2248  ___________________________________________________________________
 CS2248* NAD 83(1986)-  32 03 27.     (N)    097 31 15.     (W)     SCALED    
 CS2248* NAVD 88     -       178.227  (meters)     584.73   (feet)  ADJUSTED  
 CS2248  ___________________________________________________________________
 CS2248  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CS2248  DYNAMIC HT  -         178.006 (meters)     584.01  (feet)  COMP
 CS2248  MODELED GRAV-     979,398.1   (mgal)                       NAVD 88
 CS2248
 CS2248  VERT ORDER  -  SECOND    CLASS 0
 CS2248
 CS2248.The horizontal coordinates were scaled from a topographic map and have
 CS2248.an estimated accuracy of +/- 6 seconds.
 CS2248
 CS2248.The orthometric height was determined by differential leveling
 CS2248.and adjusted by the National Geodetic Survey in June 1991..
 CS2248
 CS2248.The geoid height was determined by GEOID03.
 CS2248
 CS2248.The dynamic height is computed by dividing the NAVD 88
 CS2248.geopotential number by the normal gravity value computed on the
 CS2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2248.degrees latitude (g = 980.6199 gals.).
 CS2248
 CS2248.The modeled gravity was interpolated from observed gravity values.
 CS2248
 CS2248;                    North         East    Units  Estimated Accuracy
 CS2248;SPC TX C     - 3,268,410.      965,580.      MT  (+/- 180 meters Scaled)
 CS2248
 CS2248                          SUPERSEDED SURVEY CONTROL
 CS2248
 CS2248  NGVD 29 (??/??/92)  178.200  (m)          584.64   (f) ADJ UNCH    2 0
 CS2248
 CS2248.Superseded values are not recommended for survey control.
 CS2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2248.See file dsdata.txt to determine how the superseded data were derived.
 CS2248
 CS2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA396477(NAD 83)
 CS2248_MARKER: Q = CHISELED SQUARE
 CS2248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2248_SP_SET: BRIDGE
 CS2248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2248
 CS2248  HISTORY     - Date     Condition        Report By
 CS2248  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2248  HISTORY     - 1966     GOOD             NGS
 CS2248  HISTORY     - 20010317 GOOD             USPSQD
 CS2248
 CS2248                          STATION DESCRIPTION
 CS2248
 CS2248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2248'1.45 MI S FROM KOPPERL.
 CS2248'ABOUT 1.3 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2248'FROM THE STATION AT KOPPERL, BOSQUE COUNTY, AT BRIDGE 293 A, AND ON
 CS2248'THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH CONCRETE ABUTMENT.  A
 CS2248'CHISELED CROSS.  NOTE-- THE RAILROAD TRACKS NO LONGER EXIST AND THE
 CS2248'POINT IS A CHISELED SQUARE.  TO REACH THE MARK FROM THE OLD RAILWAY
 CS2248'STATION IN KOPPERL, GO 1.45 MILES SOUTH ALONG THE OLD RAILROAD BED TO
 CS2248'SITE OF MARK.
 CS2248
 CS2248                          STATION RECOVERY (2001)
 CS2248
 CS2248'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0168 ***********************************************************************
 DM0168  DESIGNATION -  294
 DM0168  PID         -  DM0168
 DM0168  STATE/COUNTY-  TX/BOWIE
 DM0168  USGS QUAD   -  TEXARKANA (1975)
 DM0168
 DM0168                         *CURRENT SURVEY CONTROL
 DM0168  ___________________________________________________________________
 DM0168* NAD 83(1986)-  33 25 32.     (N)    094 04 52.     (W)     SCALED    
 DM0168* NAVD 88     -        89.509  (meters)     293.66   (feet)  ADJUSTED  
 DM0168  ___________________________________________________________________
 DM0168  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM0168  DYNAMIC HT  -          89.414 (meters)     293.35  (feet)  COMP
 DM0168  MODELED GRAV-     979,573.3   (mgal)                       NAVD 88
 DM0168
 DM0168  VERT ORDER  -  SECOND    CLASS 0
 DM0168
 DM0168.The horizontal coordinates were scaled from a topographic map and have
 DM0168.an estimated accuracy of +/- 6 seconds.
 DM0168
 DM0168.The orthometric height was determined by differential leveling
 DM0168.and adjusted by the National Geodetic Survey in June 1991..
 DM0168
 DM0168.The geoid height was determined by GEOID03.
 DM0168
 DM0168.The dynamic height is computed by dividing the NAVD 88
 DM0168.geopotential number by the normal gravity value computed on the
 DM0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0168.degrees latitude (g = 980.6199 gals.).
 DM0168
 DM0168.The modeled gravity was interpolated from observed gravity values.
 DM0168
 DM0168;                    North         East    Units  Estimated Accuracy
 DM0168;SPC TXNC     - 2,203,690.    1,010,800.      MT  (+/- 180 meters Scaled)
 DM0168
 DM0168                          SUPERSEDED SURVEY CONTROL
 DM0168
 DM0168  NGVD 29 (??/??/92)   89.53   (m)          293.7    (f) COMPUTED    2 0
 DM0168
 DM0168.Superseded values are not recommended for survey control.
 DM0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0168.See file dsdata.txt to determine how the superseded data were derived.
 DM0168
 DM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS994989(NAD 83)
 DM0168_MARKER: DD = SURVEY DISK
 DM0168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0168_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0168_STAMPING: 294 ADJ 03 1905
 DM0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0168
 DM0168  HISTORY     - Date     Condition        Report By
 DM0168  HISTORY     - 1905     MONUMENTED       USGS
 DM0168  HISTORY     - 1934     GOOD             NGS
 DM0168  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0168
 DM0168                          STATION DESCRIPTION
 DM0168
 DM0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0168'2.3 MI W FROM TEXARKANA.
 DM0168'2.3 MI W OF AND ALONG THE T P R R 0.35 MILE W OF MILE POST 2.  200
 DM0168'FEET E OF W END OF ARGO SIDING.  149 FEET W OF CENTER OF A CROSS ROAD.
 DM0168'43 FEET S OF CENTER OF MAIN TRACK.
 DM0168
 DM0168                          STATION RECOVERY (1997)
 DM0168
 DM0168'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1367 ***********************************************************************
 BZ1367  DESIGNATION -  294
 BZ1367  PID         -  BZ1367
 BZ1367  STATE/COUNTY-  TX/ANDERSON
 BZ1367  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ1367
 BZ1367                         *CURRENT SURVEY CONTROL
 BZ1367  ___________________________________________________________________
 BZ1367* NAD 83(1993)-  31 57 49.34265(N)    096 02 32.33549(W)     ADJUSTED  
 BZ1367* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 BZ1367  ___________________________________________________________________
 BZ1367  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BZ1367  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BZ1367
 BZ1367  HORZ ORDER  -  SECOND
 BZ1367
 BZ1367.The horizontal coordinates were established by classical geodetic methods
 BZ1367.and adjusted by the National Geodetic Survey in February 1996..
 BZ1367
 BZ1367.The orthometric height was scaled from a topographic map.
 BZ1367
 BZ1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1367
 BZ1367.The geoid height was determined by GEOID03.
 BZ1367
 BZ1367;                    North         East     Units Scale Factor Converg.
 BZ1367;SPC TX C     - 3,262,475.210 1,105,539.974   MT  1.00002258   +2 12 36.5
 BZ1367;SPC TX C     -10,703,637.42  3,627,092.40   sFT  1.00002258   +2 12 36.5
 BZ1367;SPC TXNC     - 2,035,657.847   832,316.496   MT  1.00005130   +1 20 25.5
 BZ1367;SPC TXNC     - 6,678,654.12  2,730,691.70   sFT  1.00005130   +1 20 25.5
 BZ1367;UTM  14      - 3,540,234.383   779,534.078   MT  1.00056378   +1 34 00.3
 BZ1367;UTM  15      - 3,540,456.385   212,464.087   MT  1.00061976   -1 36 42.0
 BZ1367
 BZ1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1367!SPC TX C     -   0.99999083  x   1.00002258  =   1.00001341
 BZ1367!SPC TXNC     -   0.99999083  x   1.00005130  =   1.00004213
 BZ1367!UTM  14      -   0.99999083  x   1.00056378  =   1.00055460
 BZ1367!UTM  15      -   0.99999083  x   1.00061976  =   1.00061058
 BZ1367
 BZ1367                          SUPERSEDED SURVEY CONTROL
 BZ1367
 BZ1367  NAD 83(1986)-  31 57 49.35122(N)    096 02 32.31642(W) AD(       ) 2
 BZ1367  NAD 27      -  31 57 48.77100(N)    096 02 31.42600(W) AD(       ) 2
 BZ1367
 BZ1367.Superseded values are not recommended for survey control.
 BZ1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1367.See file dsdata.txt to determine how the superseded data were derived.
 BZ1367
 BZ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA7953440234(NAD 83)
 BZ1367_MARKER: DB = BENCH MARK DISK
 BZ1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1367
 BZ1367  HISTORY     - Date     Condition        Report By
 BZ1367  HISTORY     - 1946     MONUMENTED       USE
 BZ1367
 BZ1367                          STATION DESCRIPTION
 BZ1367
 BZ1367'DESCRIBED BY US ENGINEERS 1946 (CAG)
 BZ1367'LOCATED ABOUT 4 MILES WEST-NORTHWEST OF CAYUGA, ABOUT 0.35
 BZ1367'MILE SOUTH OF U.S. HIGHWAY NO. 287, 590 FEET WEST OF A DIRT
 BZ1367'ROAD, 75 YARDS EAST OF THE EAST BANK OF THE TRINITY RIVER,
 BZ1367'122.3 FEET NORTHEAST OF A FENCE CORNER AND 26.7 FEET NORTH
 BZ1367'OF THE NORTHEAST CORNER OF AN OLD SHACK.  IT IS A USED BM
 BZ1367'DISK STAMPED 294 SET IN A 10-INCH BY 10-INCH CONCRETE BLOCK
 BZ1367'THAT PROJECTS 2 INCHES.
 BZ1367'
 BZ1367'TO REACH THE STATION FROM THE CENTER OF CAYUGA, GO NORTHWESTERLY ON
 BZ1367'U.S. HIGHWAY NO. 287 FOR 3.65 MILES TO A SIDE ROAD ON THE
 BZ1367'LEFT.  THEN LEFT ON A DIRT ROAD FOR 0.4 MILE.  THEN LEAVE
 BZ1367'THE ROAD, TURN RIGHT FOR 590 FEET TO THE MARK AS DESCRIBED.
 BZ1367'
 BZ1367'TRAVERSE STATION LOCATED FROM TRIANGULATION STATION WELL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2250 ***********************************************************************
 CS2250  DESIGNATION -  294 B
 CS2250  PID         -  CS2250
 CS2250  STATE/COUNTY-  TX/BOSQUE
 CS2250  USGS QUAD   -  MORGAN (1977)
 CS2250
 CS2250                         *CURRENT SURVEY CONTROL
 CS2250  ___________________________________________________________________
 CS2250* NAD 83(1986)-  32 04 03.     (N)    097 30 20.     (W)     SCALED    
 CS2250* NAVD 88     -       175.200  (meters)     574.80   (feet)  ADJUSTED  
 CS2250  ___________________________________________________________________
 CS2250  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CS2250  DYNAMIC HT  -         174.984 (meters)     574.09  (feet)  COMP
 CS2250  MODELED GRAV-     979,399.5   (mgal)                       NAVD 88
 CS2250
 CS2250  VERT ORDER  -  SECOND    CLASS 0
 CS2250
 CS2250.The horizontal coordinates were scaled from a topographic map and have
 CS2250.an estimated accuracy of +/- 6 seconds.
 CS2250
 CS2250.The orthometric height was determined by differential leveling
 CS2250.and adjusted by the National Geodetic Survey in June 1991..
 CS2250
 CS2250.The geoid height was determined by GEOID03.
 CS2250
 CS2250.The dynamic height is computed by dividing the NAVD 88
 CS2250.geopotential number by the normal gravity value computed on the
 CS2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2250.degrees latitude (g = 980.6199 gals.).
 CS2250
 CS2250.The modeled gravity was interpolated from observed gravity values.
 CS2250
 CS2250;                    North         East    Units  Estimated Accuracy
 CS2250;SPC TX C     - 3,269,560.      967,000.      MT  (+/- 180 meters Scaled)
 CS2250
 CS2250                          SUPERSEDED SURVEY CONTROL
 CS2250
 CS2250  NGVD 29 (??/??/92)  175.176  (m)          574.72   (f) ADJ UNCH    2 0
 CS2250
 CS2250.Superseded values are not recommended for survey control.
 CS2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2250.See file dsdata.txt to determine how the superseded data were derived.
 CS2250
 CS2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA410488(NAD 83)
 CS2250_MARKER: X = CHISELED CROSS
 CS2250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2250_SP_SET: BRIDGE
 CS2250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2250
 CS2250  HISTORY     - Date     Condition        Report By
 CS2250  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2250  HISTORY     - 1966     GOOD             NGS
 CS2250  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2250
 CS2250                          STATION DESCRIPTION
 CS2250
 CS2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2250'0.2 MI S FROM KOPPERL.
 CS2250'ABOUT 0.2 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2250'FROM THE STATION AT KOPPERL, BOSQUE COUNTY, AT BRIDGE 294 B, AND ON
 CS2250'THE TOP OF THE SOUTHWEST CORNER OF THE WEST CONCRETE HEAD WALL.  A
 CS2250'CHISELED CROSS.  NOTE-- THE RAILROAD NO LONGER EXISTS, THE RAILROAD
 CS2250'BED IS NOW USED AS A FARM ROAD.  THE MARK MAY BE REACHED FROM THE OLD
 CS2250'RAILROAD STATION IN KOPPERL BY GOING SOUTH 0.25 MILE ALONG THE FARM
 CS2250'ROAD TO SITE OF MARK.
 CS2250
 CS2250                          STATION RECOVERY (2001)
 CS2250
 CS2250'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0053 ***********************************************************************
 CR0053  DESIGNATION -  295
 CR0053  PID         -  CR0053
 CR0053  STATE/COUNTY-  TX/MARION
 CR0053  USGS QUAD   -  JEFFERSON (1962)
 CR0053
 CR0053                         *CURRENT SURVEY CONTROL
 CR0053  ___________________________________________________________________
 CR0053* NAD 83(1986)-  32 50 19.     (N)    094 17 49.     (W)     SCALED    
 CR0053* NAVD 88     -        89.967  (meters)     295.17   (feet)  ADJUSTED  
 CR0053  ___________________________________________________________________
 CR0053  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR0053  DYNAMIC HT  -          89.867 (meters)     294.84  (feet)  COMP
 CR0053  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 CR0053
 CR0053  VERT ORDER  -  SECOND    CLASS 0
 CR0053
 CR0053.The horizontal coordinates were scaled from a topographic map and have
 CR0053.an estimated accuracy of +/- 6 seconds.
 CR0053
 CR0053.The orthometric height was determined by differential leveling
 CR0053.and adjusted by the National Geodetic Survey in June 1991..
 CR0053
 CR0053.The geoid height was determined by GEOID03.
 CR0053
 CR0053.The dynamic height is computed by dividing the NAVD 88
 CR0053.geopotential number by the normal gravity value computed on the
 CR0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0053.degrees latitude (g = 980.6199 gals.).
 CR0053
 CR0053.The modeled gravity was interpolated from observed gravity values.
 CR0053
 CR0053;                    North         East    Units  Estimated Accuracy
 CR0053;SPC TXNC     - 2,137,830.      993,350.      MT  (+/- 180 meters Scaled)
 CR0053
 CR0053                          SUPERSEDED SURVEY CONTROL
 CR0053
 CR0053  NGVD 29 (??/??/92)   90.011  (m)          295.31   (f) ADJ UNCH    2 0
 CR0053
 CR0053.Superseded values are not recommended for survey control.
 CR0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0053.See file dsdata.txt to determine how the superseded data were derived.
 CR0053
 CR0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS786341(NAD 83)
 CR0053_MARKER: P = PIPE CAP
 CR0053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0053_STAMPING: 295 ADJ 1903
 CR0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0053
 CR0053  HISTORY     - Date     Condition        Report By
 CR0053  HISTORY     - 1903     MONUMENTED       USGS
 CR0053  HISTORY     - 1935     MARK NOT FOUND   NGS
 CR0053  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0053
 CR0053                          STATION DESCRIPTION
 CR0053
 CR0053'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 CR0053'2.8 MI S FROM LODI.
 CR0053'ABOUT 2.8 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CR0053'STATION AT LODI, MARION COUNTY, ABOUT 0.5 MILE SOUTH OF PAYNE, AT
 CR0053'MILEAGE 44.7, ABOUT 50 FEET SOUTHWEST OF A ROAD CROSSING, ABOUT 45
 CR0053'FEET WEST OF THE CENTER LINE OF THE TRACK, AND 5 FEET SOUTHEAST OF THE
 CR0053'NORTHWEST RIGHT-OF-WAY FENCE CORNER.  A UNITED STATES GEOLOGICAL
 CR0053'SURVEY STANDARD CAP, STAMPED 295 ADJ 1903 AND RIVETED ON THE TOP OF A
 CR0053'3-1/2-INCH IRON PIPE.
 CR0053
 CR0053                          STATION RECOVERY (1935)
 CR0053
 CR0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0053'MARK NOT FOUND.
 CR0053
 CR0053                          STATION RECOVERY (2003)
 CR0053
 CR0053'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3506 ***********************************************************************
 AW3506  DESIGNATION -  295+00 805
 AW3506  PID         -  AW3506
 AW3506  STATE/COUNTY-  TX/HARRIS
 AW3506  USGS QUAD   -  LA PORTE (1982)
 AW3506
 AW3506                         *CURRENT SURVEY CONTROL
 AW3506  ___________________________________________________________________
 AW3506* NAD 83(1986)-  29 43 38.     (N)    095 02 30.     (W)     SCALED    
 AW3506* NAVD 88     -         0.58   (+/-2cm)       1.9    (feet)  VERTCON   
 AW3506  ___________________________________________________________________
 AW3506  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3506
 AW3506  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3506
 AW3506.The horizontal coordinates were scaled from a topographic map and have
 AW3506.an estimated accuracy of +/- 6 seconds.
 AW3506
 AW3506.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3506.The vertical order pertains to the NGVD 29 superseded value.
 AW3506
 AW3506.The geoid height was determined by GEOID03.
 AW3506
 AW3506;                    North         East    Units  Estimated Accuracy
 AW3506;SPC TXSC     - 4,216,370.      982,850.      MT  (+/- 180 meters Scaled)
 AW3506
 AW3506                          SUPERSEDED SURVEY CONTROL
 AW3506
 AW3506  NGVD 29 (??/??/92)    0.576  (m)            1.89   (f) ADJ UNCH    1 2
 AW3506
 AW3506.Superseded values are not recommended for survey control.
 AW3506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3506.See file dsdata.txt to determine how the superseded data were derived.
 AW3506
 AW3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN025903(NAD 83)
 AW3506_MARKER: DD = SURVEY DISK
 AW3506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3506_STAMPING: 295+00 805
 AW3506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3506+STABILITY: SURFACE MOTION
 AW3506
 AW3506  HISTORY     - Date     Condition        Report By
 AW3506  HISTORY     - UNK      MONUMENTED       USE
 AW3506  HISTORY     - 1964     GOOD             NGS
 AW3506
 AW3506                          STATION DESCRIPTION
 AW3506
 AW3506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3506'3.65 MI SE FROM LYNCHBURG.
 AW3506'ABOUT 3.65 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3506'SOUTH FERRY LANDING AT LYNCHBURG, ON ALEXANDER ISLAND, ABOUT 0.1 MILE
 AW3506'EAST OF LIGHT BEACON P, ABOUT 156 YARDS NORTH OF THE CENTER LINE OF A
 AW3506'CLAY ROAD, IN THE SOUTH EDGE OF THE WATER LINE OF THE CHANNEL, AND SET
 AW3506'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK
 AW3506'WILL SOON BE WASHED INTO THE SHIP CHANNEL, BUT AT THE PRESENT TIME IT
 AW3506'IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0167 ***********************************************************************
 BP0167  DESIGNATION -  2954
 BP0167  PID         -  BP0167
 BP0167  STATE/COUNTY-  TX/PECOS
 BP0167  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0167
 BP0167                         *CURRENT SURVEY CONTROL
 BP0167  ___________________________________________________________________
 BP0167* NAD 83(1986)-  30 53 00.     (N)    102 52 48.     (W)     SCALED    
 BP0167* NAVD 88     -       900.273  (meters)    2953.65   (feet)  ADJUSTED  
 BP0167  ___________________________________________________________________
 BP0167  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0167  DYNAMIC HT  -         898.903 (meters)    2949.15  (feet)  COMP
 BP0167  MODELED GRAV-     979,089.1   (mgal)                       NAVD 88
 BP0167
 BP0167  VERT ORDER  -  FIRST     CLASS II
 BP0167
 BP0167.The horizontal coordinates were scaled from a topographic map and have
 BP0167.an estimated accuracy of +/- 6 seconds.
 BP0167
 BP0167.The orthometric height was determined by differential leveling
 BP0167.and adjusted by the National Geodetic Survey in June 1991..
 BP0167
 BP0167.The geoid height was determined by GEOID03.
 BP0167
 BP0167.The dynamic height is computed by dividing the NAVD 88
 BP0167.geopotential number by the normal gravity value computed on the
 BP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0167.degrees latitude (g = 980.6199 gals.).
 BP0167
 BP0167.The modeled gravity was interpolated from observed gravity values.
 BP0167
 BP0167;                    North         East    Units  Estimated Accuracy
 BP0167;SPC TX C     - 3,137,660.      456,540.      MT  (+/- 180 meters Scaled)
 BP0167
 BP0167                          SUPERSEDED SURVEY CONTROL
 BP0167
 BP0167  NGVD 29 (??/??/92)  899.930  (m)         2952.52   (f) ADJ UNCH    1 2
 BP0167
 BP0167.Superseded values are not recommended for survey control.
 BP0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0167.See file dsdata.txt to determine how the superseded data were derived.
 BP0167
 BP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ026185(NAD 83)
 BP0167_MARKER: Z = SEE DESCRIPTION
 BP0167_SETTING: 0 = UNSPECIFIED SETTING
 BP0167_STAMPING: 2954 1919
 BP0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0167
 BP0167  HISTORY     - Date     Condition        Report By
 BP0167  HISTORY     - 1919     MONUMENTED       USGS
 BP0167  HISTORY     - 1933     GOOD             NGS
 BP0167  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0167  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0167
 BP0167                          STATION DESCRIPTION
 BP0167
 BP0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BP0167'IN FORT STOCKTON.
 BP0167'FORT STOCKTON, PECOS COUNTY COURT HOUSE AT, AT N.W. CORNER OF
 BP0167'COURTHOUSE GROUNDS, INSIDE OF FENCE CORNER.  IRON POST STAMPED.
 BP0167
 BP0167                          STATION RECOVERY (1958)
 BP0167
 BP0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0167'MARK NOT FOUND.
 BP0167
 BP0167                          STATION RECOVERY (1996)
 BP0167
 BP0167'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2152 ***********************************************************************
 BX2152  DESIGNATION -  296.14 GCSFRC
 BX2152  PID         -  BX2152
 BX2152  STATE/COUNTY-  TX/SABINE
 BX2152  USGS QUAD   -  PINELAND NORTH (1984)
 BX2152
 BX2152                         *CURRENT SURVEY CONTROL
 BX2152  ___________________________________________________________________
 BX2152* NAD 83(1986)-  31 19 18.     (N)    094 00 00.     (W)     SCALED    
 BX2152* NAVD 88     -        90.40   (+/-2cm)     296.6    (feet)  VERTCON   
 BX2152  ___________________________________________________________________
 BX2152  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BX2152
 BX2152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2152
 BX2152.The horizontal coordinates were scaled from a topographic map and have
 BX2152.an estimated accuracy of +/- 6 seconds.
 BX2152
 BX2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2152.The vertical order pertains to the NGVD 29 superseded value.
 BX2152
 BX2152.The geoid height was determined by GEOID03.
 BX2152
 BX2152;                    North         East    Units  Estimated Accuracy
 BX2152;SPC TX C     - 3,200,620.    1,302,430.      MT  (+/- 180 meters Scaled)
 BX2152
 BX2152                          SUPERSEDED SURVEY CONTROL
 BX2152
 BX2152  NGVD 29 (??/??/??)   90.422  (m)          296.66   (f) ADJUSTED    2 0
 BX2152
 BX2152.Superseded values are not recommended for survey control.
 BX2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2152.See file dsdata.txt to determine how the superseded data were derived.
 BX2152
 BX2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ048656(NAD 83)
 BX2152_MARKER: Z = SEE DESCRIPTION
 BX2152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2152_SP_SET: RAIL
 BX2152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2152
 BX2152  HISTORY     - Date     Condition        Report By
 BX2152  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2152  HISTORY     - 1952     GOOD             CGS
 BX2152
 BX2152                          STATION DESCRIPTION
 BX2152
 BX2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2152'1.8 MI SE FROM BRONSON.
 BX2152'1.8 MILES SOUTHEAST ALONG THE GULF COLORADO AND SANTA FE RAILROAD FROM
 BX2152'THE STATION AT BRONSON, 32.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 9.4
 BX2152'FEET NORTHEAST OF A FENCE, 8.6 FEET SOUTHWEST OF MILEPOST 103, 1.1
 BX2152'FEET ABOVE THE GROUND, THE TOP OF A VERTICAL SECTION OF RAIL WHICH IS
 BX2152'SET IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0043 ***********************************************************************
 BA0043  DESIGNATION -  2970
 BA0043  PID         -  BA0043
 BA0043  STATE/COUNTY-  TX/BREWSTER
 BA0043  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0043
 BA0043                         *CURRENT SURVEY CONTROL
 BA0043  ___________________________________________________________________
 BA0043* NAD 83(1986)-  29 40 07.     (N)    103 10 13.     (W)     SCALED    
 BA0043* NAVD 88     -       905.888  (meters)    2972.07   (feet)  ADJUSTED  
 BA0043  ___________________________________________________________________
 BA0043  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 BA0043  DYNAMIC HT  -         904.439 (meters)    2967.31  (feet)  COMP
 BA0043  MODELED GRAV-     979,012.8   (mgal)                       NAVD 88
 BA0043
 BA0043  VERT ORDER  -  FIRST     CLASS II
 BA0043
 BA0043.The horizontal coordinates were scaled from a topographic map and have
 BA0043.an estimated accuracy of +/- 6 seconds.
 BA0043
 BA0043.The orthometric height was determined by differential leveling
 BA0043.and adjusted by the National Geodetic Survey in June 1991..
 BA0043
 BA0043.The geoid height was determined by GEOID03.
 BA0043
 BA0043.The dynamic height is computed by dividing the NAVD 88
 BA0043.geopotential number by the normal gravity value computed on the
 BA0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0043.degrees latitude (g = 980.6199 gals.).
 BA0043
 BA0043.The modeled gravity was interpolated from observed gravity values.
 BA0043
 BA0043;                    North         East    Units  Estimated Accuracy
 BA0043;SPC TXSC     - 4,210,590.      196,430.      MT  (+/- 180 meters Scaled)
 BA0043
 BA0043                          SUPERSEDED SURVEY CONTROL
 BA0043
 BA0043  NGVD 29 (??/??/92)  905.530  (m)         2970.89   (f) ADJ UNCH    1 2
 BA0043
 BA0043.Superseded values are not recommended for survey control.
 BA0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0043.See file dsdata.txt to determine how the superseded data were derived.
 BA0043
 BA0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN770834(NAD 83)
 BA0043_MARKER: P = PIPE CAP
 BA0043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BA0043_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BA0043_STAMPING: 2970 1917
 BA0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0043
 BA0043  HISTORY     - Date     Condition        Report By
 BA0043  HISTORY     - 1917     MONUMENTED       USGS
 BA0043  HISTORY     - 1967     GOOD             NGS
 BA0043  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0043
 BA0043                          STATION DESCRIPTION
 BA0043
 BA0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0043'IN PERSIMMON GAP.
 BA0043'AT THE TOP OF PERSIMMON GAP, 22 FEET WEST OF THE CENTERLINE OF U. S.
 BA0043'HIGHWAY 385, 0.8 MILES SOUTH OF THE NORTH ENTRANCE TO BIG BEND
 BA0043'NATIONAL PARK, 56 FEET WEST OF AND ACROSS THE HIGHWAY FROM A GRANITE
 BA0043'MONUMENT, 4 FEET EAST OF THE PERSIMMON GAP SIGN, AND ON THE TOP OF A
 BA0043'IRON PIPE PROJECTING 2 FEET.
 BA0043
 BA0043                          STATION RECOVERY (2001)
 BA0043
 BA0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0043'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0168 ***********************************************************************
 BP0168  DESIGNATION -  2974
 BP0168  PID         -  BP0168
 BP0168  STATE/COUNTY-  TX/PECOS
 BP0168  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0168
 BP0168                         *CURRENT SURVEY CONTROL
 BP0168  ___________________________________________________________________
 BP0168* NAD 83(1986)-  30 53 39.     (N)    102 52 42.     (W)     SCALED    
 BP0168* NAVD 88     -       906.402  (meters)    2973.75   (feet)  ADJUSTED  
 BP0168  ___________________________________________________________________
 BP0168  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0168  DYNAMIC HT  -         905.026 (meters)    2969.24  (feet)  COMP
 BP0168  MODELED GRAV-     979,092.6   (mgal)                       NAVD 88
 BP0168
 BP0168  VERT ORDER  -  FIRST     CLASS II
 BP0168
 BP0168.The horizontal coordinates were scaled from a topographic map and have
 BP0168.an estimated accuracy of +/- 6 seconds.
 BP0168
 BP0168.The orthometric height was determined by differential leveling
 BP0168.and adjusted by the National Geodetic Survey in June 1991..
 BP0168
 BP0168.The geoid height was determined by GEOID03.
 BP0168
 BP0168.The dynamic height is computed by dividing the NAVD 88
 BP0168.geopotential number by the normal gravity value computed on the
 BP0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0168.degrees latitude (g = 980.6199 gals.).
 BP0168
 BP0168.The modeled gravity was interpolated from observed gravity values.
 BP0168
 BP0168;                    North         East    Units  Estimated Accuracy
 BP0168;SPC TX C     - 3,138,860.      456,720.      MT  (+/- 180 meters Scaled)
 BP0168
 BP0168                          SUPERSEDED SURVEY CONTROL
 BP0168
 BP0168  NGVD 29 (??/??/92)  905.931  (m)         2972.21   (f) ADJ UNCH    1 2
 BP0168
 BP0168.Superseded values are not recommended for survey control.
 BP0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0168.See file dsdata.txt to determine how the superseded data were derived.
 BP0168
 BP0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ027198(NAD 83)
 BP0168_MARKER: Q = CHISELED SQUARE
 BP0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0168_SP_SET: DOOR SILL
 BP0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BP0168+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 BP0168
 BP0168  HISTORY     - Date     Condition        Report By
 BP0168  HISTORY     - UNK      MONUMENTED       USGS
 BP0168  HISTORY     - 1958     GOOD             NGS
 BP0168  HISTORY     - 19961005 GOOD             USPSQD
 BP0168  HISTORY     - 20030826 GOOD             USPSQD
 BP0168
 BP0168                          STATION DESCRIPTION
 BP0168
 BP0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0168'IN FORT STOCKTON.
 BP0168'AT FORT STOCKTON, AT THE PANHANDLE AND SANTA FE RAILWAY STATION, IN
 BP0168'THE SOUTH CORNER OF THE CONCRETE SILL OF THE DOOR INTO THE WAITING
 BP0168'ROOM, 66 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 13
 BP0168'FEET NORTHWEST OF THE SOUTH CORNER OF THE STATION, 2 1/2 FEET
 BP0168'SOUTHEAST OF THE CENTER LINE OF THE SOUTHWEST ENTRANCE TO THE WAITING
 BP0168'ROOM, AND ABOUT LEVEL WITH THE TRACK.
 BP0168
 BP0168                          STATION RECOVERY (1996)
 BP0168
 BP0168'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0168'RECOVERED IN GOOD CONDITION.
 BP0168
 BP0168                          STATION RECOVERY (2003)
 BP0168
 BP0168'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0193 ***********************************************************************
 BP0193  DESIGNATION -  2974 USGS
 BP0193  PID         -  BP0193
 BP0193  STATE/COUNTY-  TX/PECOS
 BP0193  USGS QUAD   -  EAST MESA (1970)
 BP0193
 BP0193                         *CURRENT SURVEY CONTROL
 BP0193  ___________________________________________________________________
 BP0193* NAD 83(1986)-  30 52 52.     (N)    102 40 08.     (W)     SCALED    
 BP0193* NAVD 88     -       906.270  (meters)    2973.32   (feet)  ADJUSTED  
 BP0193  ___________________________________________________________________
 BP0193  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 BP0193  DYNAMIC HT  -         904.896 (meters)    2968.81  (feet)  COMP
 BP0193  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 BP0193
 BP0193  VERT ORDER  -  FIRST     CLASS II
 BP0193
 BP0193.The horizontal coordinates were scaled from a topographic map and have
 BP0193.an estimated accuracy of +/- 6 seconds.
 BP0193
 BP0193.The orthometric height was determined by differential leveling
 BP0193.and adjusted by the National Geodetic Survey in June 1991..
 BP0193
 BP0193.The geoid height was determined by GEOID03.
 BP0193
 BP0193.The dynamic height is computed by dividing the NAVD 88
 BP0193.geopotential number by the normal gravity value computed on the
 BP0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0193.degrees latitude (g = 980.6199 gals.).
 BP0193
 BP0193.The modeled gravity was interpolated from observed gravity values.
 BP0193
 BP0193;                    North         East    Units  Estimated Accuracy
 BP0193;SPC TX C     - 3,136,970.      476,710.      MT  (+/- 180 meters Scaled)
 BP0193
 BP0193                          SUPERSEDED SURVEY CONTROL
 BP0193
 BP0193.No superseded survey control is available for this station.
 BP0193
 BP0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ228187(NAD 83)
 BP0193_MARKER: DD = SURVEY DISK
 BP0193_SETTING: 66 = SET IN ROCK OUTCROP
 BP0193_SP_SET: ROCK OUTCROP
 BP0193_STAMPING: 2972.209 1919
 BP0193_MARK LOGO: USGS  
 BP0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0193+STABILITY: POSITION/ELEVATION WELL
 BP0193
 BP0193  HISTORY     - Date     Condition        Report By
 BP0193  HISTORY     - 1919     MONUMENTED       USGS
 BP0193  HISTORY     - 1958     GOOD             NGS
 BP0193  HISTORY     - 1981     GOOD             NGS
 BP0193
 BP0193                          STATION DESCRIPTION
 BP0193
 BP0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0193'12.5 MI E FROM FORT STOCKTON.
 BP0193'ABOUT 12.5 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0193'SANTA FE RAILWAY STATION AT FORT STOCKTON, IN THE TOP OF A FLAT ROCK
 BP0193'OUTCROP FLUSH WITH THE GROUND, ABOUT 0.3 MILE WEST OF THE CREST OF A
 BP0193'HILL AND A WINDMILL ON THE NORTH SIDE OF THE HIGHWAY, 129 FEET NORTH
 BP0193'OF THE CENTER LINE OF THE HIGHWAY, 78 FEET NORTH OF THE NORTH HIGHWAY
 BP0193'RIGHT OF WAY FENCE, 18 FEET NORTH OF THE CENTER LINE OF OLD ROAD BED,
 BP0193'AND EAST OF TRIANGULATION STATION MILLER 1935.
 BP0193
 BP0193                          STATION RECOVERY (1981)
 BP0193
 BP0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0193'19.6 KM (12.2 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0193'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, 0.2 KM (0.1 MI) EAST
 BP0193'OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH (EXIT 272), IN THE
 BP0193'CENTER OF A 7 BY 15 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 61.3
 BP0193'METERS (201.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 BP0193'THE HIGHWAY, 32.9 METERS (107.9 FT) NORTH OF THE CENTERLINE OF A
 BP0193'FRONTAGE ROAD, 23.8 METERS (78.1 FT) NORTH OF A FENCE AND 5.3 METERS
 BP0193'(17.4 FT) NORTH OF THE CENTER OF A TRACK ROAD.
 BP0193'THE MARK IS 0.9 M ABOVE THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0884 ***********************************************************************
 BY0884  DESIGNATION -  297.701
 BY0884  PID         -  BY0884
 BY0884  STATE/COUNTY-  TX/ANGELINA
 BY0884  USGS QUAD   -  LUFKIN (1980)
 BY0884
 BY0884                         *CURRENT SURVEY CONTROL
 BY0884  ___________________________________________________________________
 BY0884* NAD 83(1986)-  31 15 02.     (N)    094 38 32.     (W)     SCALED    
 BY0884* NAVD 88     -        90.71   (+/-2cm)     297.6    (feet)  VERTCON   
 BY0884  ___________________________________________________________________
 BY0884  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BY0884
 BY0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0884
 BY0884.The horizontal coordinates were scaled from a topographic map and have
 BY0884.an estimated accuracy of +/- 6 seconds.
 BY0884
 BY0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0884.The vertical order pertains to the NGVD 29 superseded value.
 BY0884
 BY0884.The geoid height was determined by GEOID03.
 BY0884
 BY0884;                    North         East    Units  Estimated Accuracy
 BY0884;SPC TX C     - 3,189,450.    1,241,800.      MT  (+/- 180 meters Scaled)
 BY0884
 BY0884                          SUPERSEDED SURVEY CONTROL
 BY0884
 BY0884  NGVD 29 (??/??/92)   90.752  (m)          297.74   (f) ADJ UNCH    2 0
 BY0884
 BY0884.Superseded values are not recommended for survey control.
 BY0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0884.See file dsdata.txt to determine how the superseded data were derived.
 BY0884
 BY0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ436585(NAD 83)
 BY0884_MARKER: N = NAIL
 BY0884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0884_SP_SET: TREE
 BY0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0884
 BY0884  HISTORY     - Date     Condition        Report By
 BY0884  HISTORY     - UNK      MONUMENTED       USGS
 BY0884  HISTORY     - 1949     GOOD             NGS
 BY0884  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0884
 BY0884                          STATION DESCRIPTION
 BY0884
 BY0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0884'2.75 MI SW FROM HOMER.
 BY0884'2.75 MILES SOUTHWEST ALONG FARM ROAD 326 FROM THE JUNCTION OF FARM
 BY0884'ROAD 326 AND U. S. HIGHWAY 69 AT HOMER, AT A ROAD JUNCTION, 134.0 FEET
 BY0884'NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING EAST, 33.0 FEET EAST
 BY0884'OF THE CENTER LINE OF FARM ROAD 326, 30.0 FEET SOUTHWEST OF AN OLD
 BY0884'CONCRETE WELL, 7.0 FEET WEST OF A FENCE LINE, A COPPER NAIL AND WASHER
 BY0884'IN THE TOP OF THE WEST ROOT OF A 24-INCH CATALPA TREE.
 BY0884
 BY0884                          STATION RECOVERY (1998)
 BY0884
 BY0884'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0115 ***********************************************************************
 CA0115  DESIGNATION -  298 GCSFRC
 CA0115  PID         -  CA0115
 CA0115  STATE/COUNTY-  TX/LAMPASAS
 CA0115  USGS QUAD   -  ANTELOPE GAP (1979)
 CA0115
 CA0115                         *CURRENT SURVEY CONTROL
 CA0115  ___________________________________________________________________
 CA0115* NAD 83(1986)-  31 17 17.     (N)    098 26 36.     (W)     SCALED    
 CA0115* NAVD 88     -       450.565  (meters)    1478.23   (feet)  ADJUSTED  
 CA0115  ___________________________________________________________________
 CA0115  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CA0115  DYNAMIC HT  -         449.959 (meters)    1476.24  (feet)  COMP
 CA0115  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 CA0115
 CA0115  VERT ORDER  -  FIRST     CLASS II
 CA0115
 CA0115.The horizontal coordinates were scaled from a topographic map and have
 CA0115.an estimated accuracy of +/- 6 seconds.
 CA0115
 CA0115.The orthometric height was determined by differential leveling
 CA0115.and adjusted by the National Geodetic Survey in June 1991..
 CA0115
 CA0115.The geoid height was determined by GEOID03.
 CA0115
 CA0115.The dynamic height is computed by dividing the NAVD 88
 CA0115.geopotential number by the normal gravity value computed on the
 CA0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0115.degrees latitude (g = 980.6199 gals.).
 CA0115
 CA0115.The modeled gravity was interpolated from observed gravity values.
 CA0115
 CA0115;                    North         East    Units  Estimated Accuracy
 CA0115;SPC TX C     - 3,181,270.      879,930.      MT  (+/- 180 meters Scaled)
 CA0115
 CA0115                          SUPERSEDED SURVEY CONTROL
 CA0115
 CA0115  NGVD 29 (??/??/92)  450.45   (m)         1477.9    (f) COMPUTED    1 2
 CA0115
 CA0115.Superseded values are not recommended for survey control.
 CA0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0115.See file dsdata.txt to determine how the superseded data were derived.
 CA0115
 CA0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV529616(NAD 83)
 CA0115_MARKER: X = CHISELED CROSS
 CA0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0115_SP_SET: RAIL
 CA0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0115
 CA0115  HISTORY     - Date     Condition        Report By
 CA0115  HISTORY     - UNK      MONUMENTED       GCSFRC
 CA0115  HISTORY     - 1932     GOOD             NGS
 CA0115  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0115
 CA0115                          STATION DESCRIPTION
 CA0115
 CA0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0115'6.3 MI NW FROM LOMETA.
 CA0115'ON THE G.C. AND SANTA FE R.R., CHISLED CROSS TOP VERTICAL MILE RAIL
 CA0115'NO. 298.
 CA0115
 CA0115                          STATION RECOVERY (1983)
 CA0115
 CA0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1796 ***********************************************************************
 CS1796  DESIGNATION -  298 TXGS
 CS1796  PID         -  CS1796
 CS1796  STATE/COUNTY-  TX/TARRANT
 CS1796  USGS QUAD   -  FORT WORTH (1981)
 CS1796
 CS1796                         *CURRENT SURVEY CONTROL
 CS1796  ___________________________________________________________________
 CS1796* NAD 83(1986)-  32 42 57.     (N)    097 18 54.     (W)     SCALED    
 CS1796* NAVD 88     -       202.027  (meters)     662.82   (feet)  ADJUSTED  
 CS1796  ___________________________________________________________________
 CS1796  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1796  DYNAMIC HT  -         201.790 (meters)     662.04  (feet)  COMP
 CS1796  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 CS1796
 CS1796  VERT ORDER  -  FIRST     CLASS II
 CS1796
 CS1796.The horizontal coordinates were scaled from a topographic map and have
 CS1796.an estimated accuracy of +/- 6 seconds.
 CS1796
 CS1796.The orthometric height was determined by differential leveling
 CS1796.and adjusted by the National Geodetic Survey in June 1991..
 CS1796
 CS1796.The geoid height was determined by GEOID03.
 CS1796
 CS1796.The dynamic height is computed by dividing the NAVD 88
 CS1796.geopotential number by the normal gravity value computed on the
 CS1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1796.degrees latitude (g = 980.6199 gals.).
 CS1796
 CS1796.The modeled gravity was interpolated from observed gravity values.
 CS1796
 CS1796;                    North         East    Units  Estimated Accuracy
 CS1796;SPC TXNC     - 2,116,970.      711,080.      MT  (+/- 180 meters Scaled)
 CS1796
 CS1796                          SUPERSEDED SURVEY CONTROL
 CS1796
 CS1796  NGVD 29 (??/??/92)  202.01   (m)          662.8    (f) COMPUTED    1 2
 CS1796
 CS1796.Superseded values are not recommended for survey control.
 CS1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1796.See file dsdata.txt to determine how the superseded data were derived.
 CS1796
 CS1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB579210(NAD 83)
 CS1796_MARKER: DB = BENCH MARK DISK
 CS1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1796_STAMPING: 298
 CS1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1796+STABILITY: SURFACE MOTION
 CS1796
 CS1796  HISTORY     - Date     Condition        Report By
 CS1796  HISTORY     - UNK      MONUMENTED       TXGS
 CS1796  HISTORY     - 1947     GOOD             NGS
 CS1796  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1796
 CS1796                          STATION DESCRIPTION
 CS1796
 CS1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1796'IN FORT WORTH.
 CS1796'ABOUT 3.3 MILES SOUTHEAST OF THE COUNTY COURTHOUSE AT FORT WORTH, ON
 CS1796'NEW YORK STREET, AT THE ALLEY BETWEEN MULKAY AND MARIONS STREETS, 3
 CS1796'FEET NORTH OF THE ALLEYWAY, 2 FEET EAST OF THE EAST CURB OF NEW YORK
 CS1796'STREET.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 CS1796'FLUSH WITH THE GROUND.
 CS1796
 CS1796                          STATION RECOVERY (1983)
 CS1796
 CS1796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2454 ***********************************************************************
 BX2454  DESIGNATION -  298.42 GCSFRC
 BX2454  PID         -  BX2454
 BX2454  STATE/COUNTY-  TX/SABINE
 BX2454  USGS QUAD   -  HARRISBURG (1984)
 BX2454
 BX2454                         *CURRENT SURVEY CONTROL
 BX2454  ___________________________________________________________________
 BX2454* NAD 83(1986)-  31 00 09.     (N)    093 58 30.     (W)     SCALED    
 BX2454* NAVD 88     -        91.23   (+/-2cm)     299.3    (feet)  VERTCON   
 BX2454  ___________________________________________________________________
 BX2454  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BX2454
 BX2454  VERT ORDER  -  ? (See Below)
 BX2454
 BX2454.The horizontal coordinates were scaled from a topographic map and have
 BX2454.an estimated accuracy of +/- 6 seconds.
 BX2454
 BX2454.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2454.The vertical order pertains to the NGVD 29 superseded value.
 BX2454
 BX2454.The geoid height was determined by GEOID03.
 BX2454
 BX2454;                    North         East    Units  Estimated Accuracy
 BX2454;SPC TX C     - 3,165,430.    1,306,830.      MT  (+/- 180 meters Scaled)
 BX2454
 BX2454                          SUPERSEDED SURVEY CONTROL
 BX2454
 BX2454  NGVD 29 (??/??/??)   91.232  (m)          299.32   (f) ADJUSTED    ?  
 BX2454
 BX2454.Superseded values are not recommended for survey control.
 BX2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2454.See file dsdata.txt to determine how the superseded data were derived.
 BX2454
 BX2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ069302(NAD 83)
 BX2454_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BX2454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2454_STAMPING: 298.42
 BX2454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2454
 BX2454  HISTORY     - Date     Condition        Report By
 BX2454  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2454  HISTORY     - 1934     GOOD             CGS
 BX2454
 BX2454                          STATION DESCRIPTION
 BX2454
 BX2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BX2454'5.3 MI N FROM JASPER.
 BX2454'5.3 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BX2454'THE STATION AT JASPER, JASPER COUNTY, 45 FEET WEST OF  MILE RAIL 79,
 BX2454'35 FEET WEST OF TRACK, AND 3 FEET WEST OF MILE POLE 79, THE TOP OF A
 BX2454'VERTICAL RAIL PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0767 ***********************************************************************
 BY0767  DESIGNATION -  298.73
 BY0767  PID         -  BY0767
 BY0767  STATE/COUNTY-  TX/ANGELINA
 BY0767  USGS QUAD   -  KELTYS (1980)
 BY0767
 BY0767                         *CURRENT SURVEY CONTROL
 BY0767  ___________________________________________________________________
 BY0767* NAD 83(1986)-  31 21 20.     (N)    094 45 08.     (W)     SCALED    
 BY0767* NAVD 88     -       100.18   (+/-2cm)     328.7    (feet)  VERTCON   
 BY0767  ___________________________________________________________________
 BY0767  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0767
 BY0767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0767
 BY0767.The horizontal coordinates were scaled from a topographic map and have
 BY0767.an estimated accuracy of +/- 6 seconds.
 BY0767
 BY0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0767.The vertical order pertains to the NGVD 29 superseded value.
 BY0767
 BY0767.The geoid height was determined by GEOID03.
 BY0767
 BY0767;                    North         East    Units  Estimated Accuracy
 BY0767;SPC TX C     - 3,200,540.    1,230,760.      MT  (+/- 180 meters Scaled)
 BY0767
 BY0767                          SUPERSEDED SURVEY CONTROL
 BY0767
 BY0767  NGVD 29 (??/??/92)  100.233  (m)          328.85   (f) ADJ UNCH    2 0
 BY0767
 BY0767.Superseded values are not recommended for survey control.
 BY0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0767.See file dsdata.txt to determine how the superseded data were derived.
 BY0767
 BY0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ333703(NAD 83)
 BY0767_MARKER: DD = SURVEY DISK
 BY0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0767_SP_SET: CONCRETE BASE
 BY0767_STAMPING: ASSUMED ELEV 298.73 40
 BY0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0767
 BY0767  HISTORY     - Date     Condition        Report By
 BY0767  HISTORY     - UNK      MONUMENTED       USFS
 BY0767  HISTORY     - 1947     GOOD             NGS
 BY0767  HISTORY     - 19980919 GOOD             USPSQD
 BY0767
 BY0767                          STATION DESCRIPTION
 BY0767
 BY0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY0767'IN LUFKIN.
 BY0767'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0767'THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE NORTHWEST 2.0
 BY0767'MILES ALONG U.S. HIGHWAY NO.69, AT THE FOREST SERVICE HEADQUARTERS, ON
 BY0767'TOP OF THE SOUTH END OF THE CONCRETE BASE FOR THE GASOLINE PUMPS, A
 BY0767'BRONZE DISK SET IN A DRILL HOLE IN CONCRETE.
 BY0767
 BY0767                          STATION RECOVERY (1998)
 BY0767
 BY0767'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0117 ***********************************************************************
 CA0117  DESIGNATION -  299 GCSFRC
 CA0117  PID         -  CA0117
 CA0117  STATE/COUNTY-  TX/LAMPASAS
 CA0117  USGS QUAD   -  ANTELOPE GAP (1979)
 CA0117
 CA0117                         *CURRENT SURVEY CONTROL
 CA0117  ___________________________________________________________________
 CA0117* NAD 83(1986)-  31 17 16.     (N)    098 27 32.     (W)     SCALED    
 CA0117* NAVD 88     -       446.516  (meters)    1464.94   (feet)  ADJUSTED  
 CA0117  ___________________________________________________________________
 CA0117  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CA0117  DYNAMIC HT  -         445.916 (meters)    1462.98  (feet)  COMP
 CA0117  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 CA0117
 CA0117  VERT ORDER  -  FIRST     CLASS II
 CA0117
 CA0117.The horizontal coordinates were scaled from a topographic map and have
 CA0117.an estimated accuracy of +/- 6 seconds.
 CA0117
 CA0117.The orthometric height was determined by differential leveling
 CA0117.and adjusted by the National Geodetic Survey in June 1991..
 CA0117
 CA0117.The geoid height was determined by GEOID03.
 CA0117
 CA0117.The dynamic height is computed by dividing the NAVD 88
 CA0117.geopotential number by the normal gravity value computed on the
 CA0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0117.degrees latitude (g = 980.6199 gals.).
 CA0117
 CA0117.The modeled gravity was interpolated from observed gravity values.
 CA0117
 CA0117;                    North         East    Units  Estimated Accuracy
 CA0117;SPC TX C     - 3,181,210.      878,450.      MT  (+/- 180 meters Scaled)
 CA0117
 CA0117                          SUPERSEDED SURVEY CONTROL
 CA0117
 CA0117  NGVD 29 (??/??/92)  446.406  (m)         1464.58   (f) ADJ UNCH    1 2
 CA0117
 CA0117.Superseded values are not recommended for survey control.
 CA0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0117.See file dsdata.txt to determine how the superseded data were derived.
 CA0117
 CA0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV515616(NAD 83)
 CA0117_MARKER: X = CHISELED CROSS
 CA0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0117_SP_SET: MILE RAIL
 CA0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0117
 CA0117  HISTORY     - Date     Condition        Report By
 CA0117  HISTORY     - UNK      MONUMENTED       GCSFRC
 CA0117  HISTORY     - 1932     GOOD             NGS
 CA0117  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0117
 CA0117                          STATION DESCRIPTION
 CA0117
 CA0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0117'7.2 MI NW FROM LOMETA.
 CA0117'ON THE G.C. AND SANTA FE R.R. CHISLED CROSS TOP VERTICAL MILE RAIL NO.
 CA0117'299.
 CA0117
 CA0117                          STATION RECOVERY (1983)
 CA0117
 CA0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1787 ***********************************************************************
 CS1787  DESIGNATION -  299 TXGS
 CS1787  PID         -  CS1787
 CS1787  STATE/COUNTY-  TX/TARRANT
 CS1787  USGS QUAD   -  FORT WORTH (1981)
 CS1787
 CS1787                         *CURRENT SURVEY CONTROL
 CS1787  ___________________________________________________________________
 CS1787* NAD 83(1986)-  32 44 08.     (N)    097 18 53.     (W)     SCALED    
 CS1787* NAVD 88     -       186.096  (meters)     610.55   (feet)  ADJUSTED  
 CS1787  ___________________________________________________________________
 CS1787  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS1787  DYNAMIC HT  -         185.878 (meters)     609.83  (feet)  COMP
 CS1787  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 CS1787
 CS1787  VERT ORDER  -  FIRST     CLASS II
 CS1787
 CS1787.The horizontal coordinates were scaled from a topographic map and have
 CS1787.an estimated accuracy of +/- 6 seconds.
 CS1787
 CS1787.The orthometric height was determined by differential leveling
 CS1787.and adjusted by the National Geodetic Survey in June 1991..
 CS1787
 CS1787.The geoid height was determined by GEOID03.
 CS1787
 CS1787.The dynamic height is computed by dividing the NAVD 88
 CS1787.geopotential number by the normal gravity value computed on the
 CS1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1787.degrees latitude (g = 980.6199 gals.).
 CS1787
 CS1787.The modeled gravity was interpolated from observed gravity values.
 CS1787
 CS1787;                    North         East    Units  Estimated Accuracy
 CS1787;SPC TXNC     - 2,119,160.      711,080.      MT  (+/- 180 meters Scaled)
 CS1787
 CS1787                          SUPERSEDED SURVEY CONTROL
 CS1787
 CS1787  NGVD 29 (??/??/92)  186.082  (m)          610.50   (f) ADJ UNCH    1 2
 CS1787
 CS1787.Superseded values are not recommended for survey control.
 CS1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1787.See file dsdata.txt to determine how the superseded data were derived.
 CS1787
 CS1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB579232(NAD 83)
 CS1787_MARKER: DB = BENCH MARK DISK
 CS1787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1787_SP_SET: SIDEWALK
 CS1787_STAMPING: 299
 CS1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1787
 CS1787  HISTORY     - Date     Condition        Report By
 CS1787  HISTORY     - UNK      MONUMENTED       TXGS
 CS1787  HISTORY     - 1946     GOOD             NGS
 CS1787  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1787  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1787  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1787
 CS1787                          STATION DESCRIPTION
 CS1787
 CS1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS1787'IN FORT WORTH.
 CS1787'ABOUT 2.0 MILES SOUTHEAST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT
 CS1787'THE NORTHEAST CORNER OF THE INTERSECTION OF NEW YORK AVENUE AND EAST
 CS1787'TERRELL AVENUE, IN FRONT OF A CATHOLIC CHURCH, 36 FEET EAST OF THE
 CS1787'CENTER LINE OF NEW YORK AVENUE, 29 FEET WEST OF THE CENTER LINE OF
 CS1787'EAST TERRELL AVENUE, 22 FEET WEST OF A FIRE HYDRANT.  A BRONZE DISK
 CS1787'SET IN THE TOP OF A CONCRETE SIDEWALK.
 CS1787
 CS1787                          STATION RECOVERY (1983)
 CS1787
 CS1787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1787'THERE IS A NEW SIDEWALK AT THIS LOCATION.
 CS1787
 CS1787                          STATION RECOVERY (1989)
 CS1787
 CS1787'RECOVERY NOTE BY US POWER SQUADRON 1989 (RW)
 CS1787'MARK NOT FOUND.
 CS1787
 CS1787                          STATION RECOVERY (1996)
 CS1787
 CS1787'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0306 ***********************************************************************
 DP0306  DESIGNATION -  2999.0
 DP0306  PID         -  DP0306
 DP0306  STATE/COUNTY-  TX/GARZA
 DP0306  USGS QUAD   -  SOUTHLAND (1965)
 DP0306
 DP0306                         *CURRENT SURVEY CONTROL
 DP0306  ___________________________________________________________________
 DP0306* NAD 83(1986)-  33 20 56.     (N)    101 31 52.     (W)     SCALED    
 DP0306* NAVD 88     -       914.468  (meters)    3000.22   (feet)  POSTED    
 DP0306  ___________________________________________________________________
 DP0306  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 DP0306  DYNAMIC HT  -         913.280 (meters)    2996.32  (feet)  COMP
 DP0306  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 DP0306
 DP0306  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0306
 DP0306.The horizontal coordinates were scaled from a topographic map and have
 DP0306.an estimated accuracy of +/- 6 seconds.
 DP0306
 DP0306.The orthometric height was determined by differential leveling
 DP0306.and adjusted by the National Geodetic Survey in 1992..
 DP0306.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0306.rate of 1.1 thru 2.0 mm/km.
 DP0306
 DP0306.The geoid height was determined by GEOID03.
 DP0306
 DP0306.The dynamic height is computed by dividing the NAVD 88
 DP0306.geopotential number by the normal gravity value computed on the
 DP0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0306.degrees latitude (g = 980.6199 gals.).
 DP0306
 DP0306.The modeled gravity was interpolated from observed gravity values.
 DP0306
 DP0306;                    North         East    Units  Estimated Accuracy
 DP0306;SPC TXNC     - 2,190,610.      317,920.      MT  (+/- 180 meters Scaled)
 DP0306
 DP0306                          SUPERSEDED SURVEY CONTROL
 DP0306
 DP0306  NGVD 29 (??/??/92)  914.099  (m)         2999.01   (f) ADJ UNCH    1 2
 DP0306
 DP0306.Superseded values are not recommended for survey control.
 DP0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0306.See file dsdata.txt to determine how the superseded data were derived.
 DP0306
 DP0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB644928(NAD 83)
 DP0306_MARKER: B = BOLT
 DP0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0306_SP_SET: PIER
 DP0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0306
 DP0306  HISTORY     - Date     Condition        Report By
 DP0306  HISTORY     - UNK      MONUMENTED       ATSFRR
 DP0306  HISTORY     - 1934     GOOD             NGS
 DP0306
 DP0306                          STATION DESCRIPTION
 DP0306
 DP0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0306'1.6 MI SE FROM SOUTHLAND.
 DP0306'1.6 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0306'SOUTHLAND, GARZA COUNTY, ABOUT 160 FEET NORTHWEST OF MILEPOST 699, AT
 DP0306'BRIDGE 698A, IN THE SOUTHEAST PIER, AND ON THE NORTHEAST SIDE OF THE
 DP0306'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9581 ***********************************************************************
 AD9581  SACS        -  This is a Secondary Airport Control Station.
 AD9581  DESIGNATION -  2E3 A
 AD9581  PID         -  AD9581
 AD9581  STATE/COUNTY-  TX/SHERMAN
 AD9581  USGS QUAD   -  CAPPS SWITCH NW (1974)
 AD9581
 AD9581                         *CURRENT SURVEY CONTROL
 AD9581  ___________________________________________________________________
 AD9581* NAD 83(1993)-  36 10 21.45164(N)    101 41 47.24321(W)     ADJUSTED  
 AD9581* NAVD 88     -      1042.82   (meters)    3421.3    (feet)  GPS OBS   
 AD9581  ___________________________________________________________________
 AD9581  X           -  -1,045,165.198 (meters)                     COMP
 AD9581  Y           -  -5,048,484.196 (meters)                     COMP
 AD9581  Z           -   3,744,271.002 (meters)                     COMP
 AD9581  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AD9581  ELLIP HEIGHT-        1016.39  (meters)          (02/26/01) GPS OBS
 AD9581  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AD9581
 AD9581  HORZ ORDER  -  FIRST
 AD9581  ELLP ORDER  -  FOURTH    CLASS II
 AD9581
 AD9581.This mark is at Cluck Ranch (2E3) Airport (2E3)
 AD9581
 AD9581.The horizontal coordinates were established by GPS observations
 AD9581.and adjusted by the National Geodetic Survey in July 1997..
 AD9581
 AD9581.The orthometric height was determined by GPS observations and a
 AD9581.high-resolution geoid model.
 AD9581
 AD9581.GPS derived orthometric heights for airport stations designated as
 AD9581.PACS or SACS are published to 2 decimal places.  This maintains
 AD9581.centimeter relative accuracy between the PACS and SACS.  It does
 AD9581.not indicate centimeter accuracy relative to other marks which are
 AD9581.part of the NAVD 88 network.
 AD9581
 AD9581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9581
 AD9581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9581
 AD9581.The ellipsoidal height was determined by GPS observations
 AD9581.and is referenced to NAD 83.
 AD9581
 AD9581.The geoid height was determined by GEOID03.
 AD9581
 AD9581;                    North         East     Units Scale Factor Converg.
 AD9581;SPC TX N     - 1,241,050.261   182,325.502   MT  0.99999752   -0 06 49.9
 AD9581;SPC TX N     - 4,071,679.06    598,179.58   sFT  0.99999752   -0 06 49.9
 AD9581;UTM  14      - 4,006,465.121   257,478.154   MT  1.00032477   -1 35 32.2
 AD9581
 AD9581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9581!SPC TX N     -   0.99984051  x   0.99999752  =   0.99983803
 AD9581!UTM  14      -   0.99984051  x   1.00032477  =   1.00016522
 AD9581
 AD9581:                Primary Azimuth Mark                     Grid Az
 AD9581:SPC TX N     -  CLUCKPORT                                021 37 47.1
 AD9581:UTM  14      -  CLUCKPORT                                023 06 29.4
 AD9581
 AD9581|---------------------------------------------------------------------|
 AD9581| PID    Reference Object                     Distance      Geod. Az  |
 AD9581|                                                           dddmmss.s |
 AD9581| GK1091 CLUCKPORT                           APPROX. 0.6 KM 0213057.2 |
 AD9581|---------------------------------------------------------------------|
 AD9581
 AD9581                          SUPERSEDED SURVEY CONTROL
 AD9581
 AD9581  ELLIP H (07/28/97) 1016.41   (m)                       GP(       ) 4 2
 AD9581
 AD9581.Superseded values are not recommended for survey control.
 AD9581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9581.See file dsdata.txt to determine how the superseded data were derived.
 AD9581
 AD9581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5747806465(NAD 83)
 AD9581_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9581_STAMPING: 2E3 A 1995
 AD9581_MARK LOGO: NGS   
 AD9581_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9581+STABILITY: SURFACE MOTION
 AD9581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9581+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9581
 AD9581  HISTORY     - Date     Condition        Report By
 AD9581  HISTORY     - 1995     MONUMENTED       NGS
 AD9581
 AD9581                          STATION DESCRIPTION
 AD9581
 AD9581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9581'THE STATION IS LOCATED ABOUT 38.6 KM (24.00 MI) SOUTHEAST OF
 AD9581'STRATFORD, 26.6 KM (16.50 MI) EAST-SOUTHEAST OF GRUVER, AT THE CLUCK
 AD9581'RANCH AIRPORT, SOUTHEAST OF, AND IN LINE WITH THE THRESHOLD LIGHTS AT
 AD9581'RUNWAY END 1.  OWNERSHIP--DEAN CLUCK, ROUTE 3, GRUVER, TX.  79048.
 AD9581'PHONE 806-733-2386.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AD9581'HIGHWAYS 15 AND 136 SOUTH, ON THE NORTH SIDE OF GRUVER, GO SOUTH,
 AD9581'THROUGH TOWN, ON HIGHWAY 136 SOUTH 7.5 KM (4.65 MI) TO A CROSSROAD.
 AD9581'TURN RIGHT, WEST, 14.9 KM (9.25 MI) ON FARM ROAD 2018 TO A T-ROAD.
 AD9581'TURN LEFT, WESTERLY, 4.6 KM (2.85 MI) ON FARM ROAD 1573 TO A FORK.
 AD9581'BEAR LEFT, SOUTH, 3.4 KM (2.10 MI) ON FARM ROAD 1573 TO AN OFFSET
 AD9581'CROSSROAD.  TURN RIGHT, WEST, 2.7 KM (1.65 MI) TO A PAVED LANE LEFT ON
 AD9581'THE WEST SIDE OF A FEED LOT.  TURN LEFT, THEN RIGHT, ON LANE PARALLEL
 AD9581'TO ROAD 0.08 KM (0.05 MI) TO THE NORTHEAST END OF RUNWAY END 19.  TURN
 AD9581'LEFT, SOUTHWEST, 1.10 KM (0.70 MI) ALONG RUNWAY 1-19, TO ITS END 1 AND
 AD9581'THE STATION ON THE LEFT.  STATION IS 19.4 M (63.6 FT) SOUTHEAST OF THE
 AD9581'RUNWAY CENTER, 19.2 M (63.0 FT) NORTH OF A FENCE CORNER, 2.2 M (7.2
 AD9581'FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS 0.4 M
 AD9581'(1.3 FT) BELOW THE LEVEL OF THE RUNWAY.  MARK IS A SECONDARY AIRPORT
 AD9581'CONTROL STATION (SACS) .  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6492 ***********************************************************************
 AE6492  SACS        -  This is a Secondary Airport Control Station.
 AE6492  DESIGNATION -  2F5 A
 AE6492  PID         -  AE6492
 AE6492  STATE/COUNTY-  TX/DAWSON
 AE6492  USGS QUAD   -  LAMESA NORTH (1968)
 AE6492
 AE6492                         *CURRENT SURVEY CONTROL
 AE6492  ___________________________________________________________________
 AE6492* NAD 83(1993)-  32 45 31.93194(N)    101 55 02.97464(W)     ADJUSTED  
 AE6492* NAVD 88     -       912.28   (meters)    2993.0    (feet)  GPS OBS   
 AE6492  ___________________________________________________________________
 AE6492  X           -  -1,108,866.813 (meters)                     COMP
 AE6492  Y           -  -5,253,999.595 (meters)                     COMP
 AE6492  Z           -   3,431,980.968 (meters)                     COMP
 AE6492  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AE6492  ELLIP HEIGHT-         888.06  (meters)          (08/08/01) GPS OBS
 AE6492  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AE6492
 AE6492  HORZ ORDER  -  FIRST
 AE6492  ELLP ORDER  -  FOURTH    CLASS I
 AE6492
 AE6492.This mark is at Lamesa Muni (2F5) Airport (2F5)
 AE6492
 AE6492.The horizontal coordinates were established by GPS observations
 AE6492.and adjusted by the National Geodetic Survey in January 1998..
 AE6492
 AE6492.The orthometric height was determined by GPS observations and a
 AE6492.high-resolution geoid model.
 AE6492
 AE6492.GPS derived orthometric heights for airport stations designated as
 AE6492.PACS or SACS are published to 2 decimal places.  This maintains
 AE6492.centimeter relative accuracy between the PACS and SACS.  It does
 AE6492.not indicate centimeter accuracy relative to other marks which are
 AE6492.part of the NAVD 88 network.
 AE6492
 AE6492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6492
 AE6492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6492
 AE6492.The ellipsoidal height was determined by GPS observations
 AE6492.and is referenced to NAD 83.
 AE6492
 AE6492.The geoid height was determined by GEOID03.
 AE6492
 AE6492;                    North         East     Units Scale Factor Converg.
 AE6492;SPC TXNC     - 2,126,322.103   279,851.493   MT  0.99988560   -1 51 50.0
 AE6492;SPC TXNC     - 6,976,108.43    918,146.11   sFT  0.99988560   -1 51 50.0
 AE6492;UTM  14      - 3,628,323.252   226,671.714   MT  1.00052130   -1 34 46.7
 AE6492;UTM  13      - 3,628,761.831   788,793.857   MT  1.00062853   +1 40 08.8
 AE6492
 AE6492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6492!SPC TXNC     -   0.99986059  x   0.99988560  =   0.99974621
 AE6492!UTM  14      -   0.99986059  x   1.00052130  =   1.00038182
 AE6492!UTM  13      -   0.99986059  x   1.00062853  =   1.00048903
 AE6492
 AE6492:                Primary Azimuth Mark                     Grid Az
 AE6492:SPC TXNC     -  LAMPORT                                  166 41 41.1
 AE6492:UTM  14      -  LAMPORT                                  166 24 37.8
 AE6492:UTM  13      -  LAMPORT                                  163 09 42.3
 AE6492
 AE6492|---------------------------------------------------------------------|
 AE6492| PID    Reference Object                     Distance      Geod. Az  |
 AE6492|                                                           dddmmss.s |
 AE6492| CU1175 LAMPORT                             458.283 METERS 1644951.1 |
 AE6492|---------------------------------------------------------------------|
 AE6492
 AE6492                          SUPERSEDED SURVEY CONTROL
 AE6492
 AE6492  ELLIP H (01/06/98)  888.08   (m)                       GP(       ) 4 1
 AE6492
 AE6492.Superseded values are not recommended for survey control.
 AE6492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6492.See file dsdata.txt to determine how the superseded data were derived.
 AE6492
 AE6492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2667228323(NAD 83)
 AE6492_MARKER: DH = HORIZONTAL CONTROL DISK
 AE6492_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE6492+WITH SETTING: PAVEMENT
 AE6492_SP_SET: MAT FOUNDATION
 AE6492_STAMPING: 2F5 A 1995
 AE6492_MARK LOGO: NGS   
 AE6492_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6492+STABILITY: SURFACE MOTION
 AE6492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6492+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE6492
 AE6492  HISTORY     - Date     Condition        Report By
 AE6492  HISTORY     - 1995     MONUMENTED       NGS
 AE6492
 AE6492                          STATION DESCRIPTION
 AE6492
 AE6492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE6492'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) EAST-NORTHEAST OF
 AE6492'LAMESA, AT THE LAMESA MUNICIPAL AIRPORT.  NEAR THE NORTH END OF RUNWAY
 AE6492'16-34, IN THE MEDIAN, BETWEEN THE RUNWAY AND TAXI, IN A MAT
 AE6492'FOUNDATION, SOUTHWEST OF A HANGAR.  OWNERSHIP--CITY OF LAMESA AND
 AE6492'DAWSON COUNTY, 601 SOUTH 1 ST.  STREET, LAMESA, TX.  79331.  AIRPORT
 AE6492'MANAGER DON LYBRAND, PHONE 806-872-2244.  TO REACH THE STATION FROM
 AE6492'THE JUNCTION OF U.S.  HIGHWAYS 87, 180, AND STATE HIGHWAYS 137 AND 349
 AE6492'ON THE EAST SIDE OF LAMESA, GO NORTH, 0.3 KM (0.20 MI) ON U.S. HIGHWAY
 AE6492'87 TO FARM ROAD 826.  TURN RIGHT, EASTERLY, 4.1 KM (2.55 MI) ON 826 TO
 AE6492'A PAVED ROAD RIGHT.  CONTINUE NORTH, 1.0 KM (0.60 MI) TO THE AIRPORT
 AE6492'OFFICE ON THE LEFT.  TURN LEFT, WEST, 0.05 KM (0.05 MI) ACROSS APRON
 AE6492'TO THE TAXI.  TURN RIGHT, NORTH, 0.29 KM (0.20 MI) ALONG TAXI TO THE
 AE6492'STATION ON THE LEFT.  STATION IS IN TOP OF AND 0.3 M (1.0 FT) EAST OF
 AE6492'THE WEST EDGE OF AN ABANDONED CONCRETE MAT FOUNDATION, 34.0 M (111.5
 AE6492'FT) WEST OF THE TAXI CENTERLINE, 27.1 M (88.9 FT) EAST OF THE RUNWAY
 AE6492'CENTERLINE, 0.8 M (2.6 FT) NORTH OF A WITNESS POST, AND 0.7 M (2.3 FT)
 AE6492'BELOW THE LEVEL OF THE RUNWAY. NOTE--THIS STATION WAS SELECTED AS A
 AE6492'SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2780 ***********************************************************************
 AB2780  PACS        -  This is a Primary Airport Control Station.
 AB2780  DESIGNATION -  2F7 A
 AB2780  PID         -  AB2780
 AB2780  STATE/COUNTY-  TX/HUNT
 AB2780  USGS QUAD   -  COMMERCE NORTH (1964)
 AB2780
 AB2780                         *CURRENT SURVEY CONTROL
 AB2780  ___________________________________________________________________
 AB2780* NAD 83(1993)-  33 17 21.05930(N)    095 53 54.21510(W)     ADJUSTED  
 AB2780* NAVD 88     -       154.67   (meters)     507.4    (feet)  GPS OBS   
 AB2780  ___________________________________________________________________
 AB2780  X           -    -548,459.688 (meters)                     COMP
 AB2780  Y           -  -5,308,790.854 (meters)                     COMP
 AB2780  Z           -   3,480,883.381 (meters)                     COMP
 AB2780  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AB2780  ELLIP HEIGHT-         128.85  (meters)          (10/24/00) GPS OBS
 AB2780  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AB2780
 AB2780  HORZ ORDER  -  B
 AB2780  ELLP ORDER  -  FOURTH    CLASS II
 AB2780
 AB2780.This mark is at Commerce Muni (2F7) Airport (2F7)
 AB2780
 AB2780.The horizontal coordinates were established by GPS observations
 AB2780.and adjusted by the National Geodetic Survey in February 1996..
 AB2780
 AB2780.The orthometric height was determined by GPS observations and a
 AB2780.high-resolution geoid model.
 AB2780
 AB2780.GPS derived orthometric heights for airport stations designated as
 AB2780.PACS or SACS are published to 2 decimal places.  This maintains
 AB2780.centimeter relative accuracy between the PACS and SACS.  It does
 AB2780.not indicate centimeter accuracy relative to other marks which are
 AB2780.part of the NAVD 88 network.
 AB2780
 AB2780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2780
 AB2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2780
 AB2780.The ellipsoidal height was determined by GPS observations
 AB2780.and is referenced to NAD 83.
 AB2780
 AB2780.The geoid height was determined by GEOID03.
 AB2780
 AB2780;                    North         East     Units Scale Factor Converg.
 AB2780;SPC TXNC     - 2,182,921.445   842,278.734   MT  0.99988118   +1 25 08.0
 AB2780;SPC TXNC     - 7,161,801.44  2,763,376.15   sFT  0.99988118   +1 25 08.0
 AB2780;UTM  15      - 3,687,095.614   230,084.799   MT  1.00049833   -1 35 30.4
 AB2780
 AB2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2780!SPC TXNC     -   0.99997977  x   0.99988118  =   0.99986095
 AB2780!UTM  15      -   0.99997977  x   1.00049833  =   1.00047809
 AB2780
 AB2780:                Primary Azimuth Mark                     Grid Az
 AB2780:SPC TXNC     -  COMPORT                                  017 37 19.7
 AB2780:UTM  15      -  COMPORT                                  020 37 58.1
 AB2780
 AB2780|---------------------------------------------------------------------|
 AB2780| PID    Reference Object                     Distance      Geod. Az  |
 AB2780|                                                           dddmmss.s |
 AB2780| DM1457 COMPORT                             459.963 METERS 0190227.7 |
 AB2780|---------------------------------------------------------------------|
 AB2780
 AB2780                          SUPERSEDED SURVEY CONTROL
 AB2780
 AB2780  ELLIP H (02/20/96)  128.94   (m)                       GP(       ) 1 1
 AB2780
 AB2780.Superseded values are not recommended for survey control.
 AB2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2780.See file dsdata.txt to determine how the superseded data were derived.
 AB2780
 AB2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS3008587096(NAD 83)
 AB2780_MARKER: I = METAL ROD
 AB2780_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2780_STAMPING: 2F7 A 1994
 AB2780_MARK LOGO: NGS   
 AB2780_PROJECTION: FLUSH
 AB2780_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2780+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AB2780_ROD/PIPE-DEPTH: 6.78 meters
 AB2780_SLEEVE-DEPTH  : 0.90 meters
 AB2780
 AB2780  HISTORY     - Date     Condition        Report By
 AB2780  HISTORY     - 1994     MONUMENTED       NGS
 AB2780  HISTORY     - 20020508 GOOD             JCLS
 AB2780  HISTORY     - 20030506 GOOD             JCLS
 AB2780
 AB2780                          STATION DESCRIPTION
 AB2780
 AB2780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2780'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH OF COMMERCE AT THE
 AB2780'COMMERCE MUNICIPAL AIRPORT, IN GRASS ALONG THE ENTRANCE ROAD AND ON
 AB2780'THE NORTH SIDE OF THE ENTRANCE GATE.  OWNERSHIP--CITY OF COMMERCE,
 AB2780'1119 ALAMO STREET, COMMERCE TX.  75428.  ASSISTANT CITY MANAGER IS
 AB2780'ROBERT VAUGHN.  PHONE 903-886-1100.  CONTACT HIM ONE DAY IN ADVANCE
 AB2780'FOR KEY TO THE LOCKED GATE.  TO REACH FROM THE JUNCTION OF STATE
 AB2780'HIGHWAY 24 AND STATE HIGHWAY 50 ABOUT 3.0 KM (1.85 MI) NORTH OF
 AB2780'COMMERCE, GO NORTHWEST ON STATE HIGHWAY 50 FOR 1.9 KM (1.20 MI) THE
 AB2780'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON THE ROAD FOR
 AB2780'0.25 KM (0.15 MI) TO A LOCKED GATE AT A PAVED ROAD LEFT AND THE
 AB2780'STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 AB2780'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AB2780'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AB2780'SET FLUSH WITH THE GROUND.  IT IS 15.4 M (50.5 FT) NORTHEAST OF THE
 AB2780'JUNCTION OF THE ROADS, 11.9 M (39.0 FT) NORTH OF THE CENTER OF THE
 AB2780'EAST-WEST ENTRANCE ROAD, 10.1 M (33.1 FT) EAST OF THE CENTER OF THE
 AB2780'NORTH-SOUTH ENTRANCE ROAD, 8.55 M (28.05 FT) NORTH OF THE NORTH GATE
 AB2780'POST OF THE ENTRANCE GATE, AND 0.4 M (1.3 FT) WEST OF A PLASTIC
 AB2780'WITNESS POST IN THE FENCE.  DESCRIBED BY D.G.  AUG
 AB2780
 AB2780                          STATION RECOVERY (2002)
 AB2780
 AB2780'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AB2780'RECOVERED IN GOOD CONDITION.
 AB2780
 AB2780                          STATION RECOVERY (2003)
 AB2780
 AB2780'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AB2780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5360 ***********************************************************************
 AB5360  SACS        -  This is a Secondary Airport Control Station.
 AB5360  DESIGNATION -  2F7 B
 AB5360  PID         -  AB5360
 AB5360  STATE/COUNTY-  TX/HUNT
 AB5360  USGS QUAD   -  COMMERCE NORTH (1964)
 AB5360
 AB5360                         *CURRENT SURVEY CONTROL
 AB5360  ___________________________________________________________________
 AB5360* NAD 83(1993)-  33 17 51.32426(N)    095 53 48.30687(W)     ADJUSTED  
 AB5360* NAVD 88     -       156.34   (meters)     512.9    (feet)  GPS OBS   
 AB5360  ___________________________________________________________________
 AB5360  X           -    -548,255.182 (meters)                     COMP
 AB5360  Y           -  -5,308,298.815 (meters)                     COMP
 AB5360  Z           -   3,481,663.682 (meters)                     COMP
 AB5360  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AB5360  ELLIP HEIGHT-         130.51  (meters)          (07/23/01) GPS OBS
 AB5360  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AB5360
 AB5360  HORZ ORDER  -  FIRST
 AB5360  ELLP ORDER  -  FIFTH     CLASS I
 AB5360
 AB5360.This mark is at Commerce Muni (2F7) Airport (2F7)
 AB5360
 AB5360.The horizontal coordinates were established by GPS observations
 AB5360.and adjusted by the National Geodetic Survey in July 1996..
 AB5360
 AB5360.The orthometric height was determined by GPS observations and a
 AB5360.high-resolution geoid model.
 AB5360
 AB5360.GPS derived orthometric heights for airport stations designated as
 AB5360.PACS or SACS are published to 2 decimal places.  This maintains
 AB5360.centimeter relative accuracy between the PACS and SACS.  It does
 AB5360.not indicate centimeter accuracy relative to other marks which are
 AB5360.part of the NAVD 88 network.
 AB5360
 AB5360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5360
 AB5360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5360
 AB5360.The ellipsoidal height was determined by GPS observations
 AB5360.and is referenced to NAD 83.
 AB5360
 AB5360.The geoid height was determined by GEOID03.
 AB5360
 AB5360;                    North         East     Units Scale Factor Converg.
 AB5360;SPC TXNC     - 2,183,857.245   842,408.440   MT  0.99988180   +1 25 11.3
 AB5360;SPC TXNC     - 7,164,871.64  2,763,801.69   sFT  0.99988180   +1 25 11.3
 AB5360;UTM  15      - 3,688,023.881   230,263.589   MT  1.00049714   -1 35 28.5
 AB5360
 AB5360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5360!SPC TXNC     -   0.99997951  x   0.99988180  =   0.99986131
 AB5360!UTM  15      -   0.99997951  x   1.00049714  =   1.00047664
 AB5360
 AB5360                          SUPERSEDED SURVEY CONTROL
 AB5360
 AB5360  ELLIP H (07/23/96)  130.60   (m)                       GP(       ) 5 1
 AB5360
 AB5360.Superseded values are not recommended for survey control.
 AB5360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5360.See file dsdata.txt to determine how the superseded data were derived.
 AB5360
 AB5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS3026488024(NAD 83)
 AB5360_MARKER: I = METAL ROD
 AB5360_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB5360_STAMPING: 2F7 B 1994
 AB5360_MARK LOGO: NGS   
 AB5360_PROJECTION: FLUSH
 AB5360_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5360+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5360_ROD/PIPE-DEPTH: 5.63 meters
 AB5360_SLEEVE-DEPTH  : 0.90 meters
 AB5360
 AB5360  HISTORY     - Date     Condition        Report By
 AB5360  HISTORY     - 1994     MONUMENTED       NGS
 AB5360
 AB5360                          STATION DESCRIPTION
 AB5360
 AB5360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB5360'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH OF COMMERCE AT THE
 AB5360'COMMERCE MUNICIPAL AIRPORT, IN THE MEDIAN OF THE RUNWAY AND PARALLEL
 AB5360'TAXI AT RUNWAY END 18.  OWNERSHIP--CITY OF COMMERCE, 1119 ALAMO
 AB5360'STREET, COMMERCE TX.  75428.  ASSISTANT CITY MANAGER IS ROBERT VAUGHN.
 AB5360'PHONE 903-886-1100.  CONTACT HIM ONE DAY IN ADVANCE FOR KEY TO THE
 AB5360'LOCKED GATE.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 24 AND STATE
 AB5360'HIGHWAY 50 ABOUT 3.0 KM (1.85 MI) NORTH OF COMMERCE, GO NORTHWEST ON
 AB5360'STATE HIGHWAY 50 FOR 1.9 KM (1.20 MI) THE AIRPORT ENTRANCE ROAD ON THE
 AB5360'RIGHT.  TURN RIGHT, EAST, ON THE ROAD FOR 0.25 KM (0.15 MI) TO A
 AB5360'LOCKED GATE AT A PAVED ROAD LEFT.  CONTINUE AHEAD, EAST, PASSING
 AB5360'THROUGH THE GATE, AND THEN NORTH ON THE ROAD FOR 0.53 KM (0.30 MI) TO
 AB5360'THE APRON.  CONTINUE AHEAD, NORTH, ACROSS APRON FOR 90 M (295.3 FT) TO
 AB5360'THE PARALLEL TAXI.  CONTINUE AHEAD, NORTH, ALONG THE TAXI FOR 0.41 KM
 AB5360'(0.25 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE
 AB5360'TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE
 AB5360'90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB5360'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 55.9 M (183.4 FT) WEST OF
 AB5360'THE CENTER OF THE RUNWAY,51.7 M SOUTH OF THE CENTER OF THE TAXI, 54.4
 AB5360'M (178.5 FT) SOUTHWEST OF A CONCRETE CULVERT, 14.1 M (46.3 FT) EAST OF
 AB5360'THE CENTER OF THE TAXI, AND 0.2 M (0.7 FT) WEST OF A PLASTIC WITNESS
 AB5360'POST.  DESCRIBED BY D.G.  AUG NOTE THIS STATION IS SELECTED AS A SACS
 AB5360'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2781 ***********************************************************************
 AB2781  PACS        -  This is a Primary Airport Control Station.
 AB2781  DESIGNATION -  2F9 A
 AB2781  PID         -  AB2781
 AB2781  STATE/COUNTY-  TX/ARCHER
 AB2781  USGS QUAD   -  LAKE WICHITA (1981)
 AB2781
 AB2781                         *CURRENT SURVEY CONTROL
 AB2781  ___________________________________________________________________
 AB2781* NAD 83(1993)-  33 49 59.42925(N)    098 34 21.20144(W)     ADJUSTED  
 AB2781* NAVD 88     -       299.37   (meters)     982.2    (feet)  GPS OBS   
 AB2781  ___________________________________________________________________
 AB2781  X           -    -790,594.925 (meters)                     COMP
 AB2781  Y           -  -5,244,554.394 (meters)                     COMP
 AB2781  Z           -   3,531,241.894 (meters)                     COMP
 AB2781  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AB2781  ELLIP HEIGHT-         271.59  (meters)          (10/24/00) GPS OBS
 AB2781  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AB2781
 AB2781  HORZ ORDER  -  B
 AB2781  ELLP ORDER  -  FOURTH    CLASS II
 AB2781
 AB2781.This mark is at Tom Danaher (2F9) Airport (2F9)
 AB2781
 AB2781.The horizontal coordinates were established by GPS observations
 AB2781.and adjusted by the National Geodetic Survey in February 1996..
 AB2781
 AB2781.The orthometric height was determined by GPS observations and a
 AB2781.high-resolution geoid model.
 AB2781
 AB2781.GPS derived orthometric heights for airport stations designated as
 AB2781.PACS or SACS are published to 2 decimal places.  This maintains
 AB2781.centimeter relative accuracy between the PACS and SACS.  It does
 AB2781.not indicate centimeter accuracy relative to other marks which are
 AB2781.part of the NAVD 88 network.
 AB2781
 AB2781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2781
 AB2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2781
 AB2781.The ellipsoidal height was determined by GPS observations
 AB2781.and is referenced to NAD 83.
 AB2781
 AB2781.The geoid height was determined by GEOID03.
 AB2781
 AB2781;                    North         East     Units Scale Factor Converg.
 AB2781;SPC TXNC     - 2,240,255.130   593,284.091   MT  0.99996549   -0 02 22.5
 AB2781;SPC TXNC     - 7,349,903.71  1,946,466.22   sFT  0.99996549   -0 02 22.5
 AB2781;UTM  14      - 3,743,741.122   539,550.670   MT  0.99961928   +0 14 16.8
 AB2781
 AB2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2781!SPC TXNC     -   0.99995737  x   0.99996549  =   0.99992286
 AB2781!UTM  14      -   0.99995737  x   0.99961928  =   0.99957666
 AB2781
 AB2781|---------------------------------------------------------------------|
 AB2781| PID    Reference Object                     Distance      Geod. Az  |
 AB2781|                                                           dddmmss.s |
 AB2781| DO0948 DANAPORT AZ MK                      390.591 METERS 18458     |
 AB2781|---------------------------------------------------------------------|
 AB2781
 AB2781                          SUPERSEDED SURVEY CONTROL
 AB2781
 AB2781  ELLIP H (02/20/96)  271.65   (m)                       GP(       ) 1 1
 AB2781
 AB2781.Superseded values are not recommended for survey control.
 AB2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2781.See file dsdata.txt to determine how the superseded data were derived.
 AB2781
 AB2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3955143741(NAD 83)
 AB2781_MARKER: I = METAL ROD
 AB2781_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2781_STAMPING: 2F9 A 1995
 AB2781_MARK LOGO: NGS   
 AB2781_PROJECTION: FLUSH
 AB2781_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2781+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2781_ROD/PIPE-DEPTH: 6.9  meters
 AB2781_SLEEVE-DEPTH  : 1 meters
 AB2781
 AB2781  HISTORY     - Date     Condition        Report By
 AB2781  HISTORY     - 1995     MONUMENTED       NGS
 AB2781
 AB2781                          STATION DESCRIPTION
 AB2781
 AB2781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2781'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF WICHITA
 AB2781'FALLS, 1.5 MI (2.4 KM) WEST OF LAKESIDE CITY, 0.8 MI (1.3 KM) SOUTH OF
 AB2781'THE WICHITA-ARCHER COUNTY LINE, ON A PENINSULA ON THE SOUTH SIDE OF
 AB2781'LAKE WICHITA AND AT THE TOM DANAHER AIRPORT.  OWNERSHIP--TOM DANAHER,
 AB2781'RT 3 BOX 495, WICHITA FALLS, TX 76308.  PHONE (817) 691-1111.  TO
 AB2781'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 369 (SOUTHWEST
 AB2781'PARKWAY) , 473 (OLD JACKSBORO HIGHWAY) AND 79 SOUTH OF DOWNTOWN
 AB2781'WICHITA FALLS) , GO SOUTHWEST ON STATE HIGHWAY 79 FOR 4.3 MI (6.9 KM)
 AB2781'TO A INTERSECTION.  TURN RIGHT AND GO WEST ON FARM ROAD 1954 FOR 1.85
 AB2781'MI (2.98 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON DECKER
 AB2781'ROAD FOR 0.85 MI (1.37 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 AB2781'EAST FOR 0.4 MI (0.6 KM) TO A GATE.  PASS THROUGH GATE AND GO EAST AND
 AB2781'THEN SOUTH FOR 0.1 MI (0.2 KM) TO A GATE BETWEEN HANGARS (COMBINATION
 AB2781'TO LOCK IS 1991) .  PASS THROUGH GATE, TURN LEFT AND GO EAST FOR 0.05
 AB2781'MI (0.08 KM) TO A TAXIWAY.  TURN LEFT AND GO NORTH ON THE TAXIWAY FOR
 AB2781'0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT OPPOSITE A OLD T-FENCE
 AB2781'CORNER.  THE STATION IS 163.5 FT (49.8 M) EAST OF THE CENTER POST OF 3
 AB2781'T-FENCE JUNCTION, 93.5 FT (28.5 M) SOUTHEAST OF THE APPROXIMATE
 AB2781'NORTHEAST CORNER OF RUNWAY PAVEMENT, 61.0 FT (18.6 M) EAST OF THE
 AB2781'RUNWAY CENTER, 20.0 FT (6.1 M) WEST OF A BARBED WIRE FENCE AND WITNESS
 AB2781'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6357 ***********************************************************************
 DF6357  PACS        -  This is a Primary Airport Control Station.
 DF6357  DESIGNATION -  2R8 A
 DF6357  PID         -  DF6357
 DF6357  STATE/COUNTY-  TX/NUECES
 DF6357  USGS QUAD   -  PORT ARANSAS (1975)
 DF6357
 DF6357                         *CURRENT SURVEY CONTROL
 DF6357  ___________________________________________________________________
 DF6357* NAD 83(1993)-  27 48 39.85033(N)    097 05 18.09868(W)     ADJUSTED  
 DF6357* NAVD 88     -         1.12   (meters)       3.7    (feet)  GPS OBS   
 DF6357  ___________________________________________________________________
 DF6357  X           -    -696,653.625 (meters)                     COMP
 DF6357  Y           -  -5,602,348.005 (meters)                     COMP
 DF6357  Z           -   2,957,991.177 (meters)                     COMP
 DF6357  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DF6357  ELLIP HEIGHT-         -25.20  (meters)          (07/14/03) GPS OBS
 DF6357  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DF6357
 DF6357  HORZ ORDER  -  B
 DF6357  ELLP ORDER  -  THIRD     CLASS I
 DF6357
 DF6357.This mark is at Mustang Beach Airport (2R8)
 DF6357
 DF6357.The horizontal coordinates were established by GPS observations
 DF6357.and adjusted by the National Geodetic Survey in July 2003..
 DF6357
 DF6357.The orthometric height was determined by GPS observations and a
 DF6357.high-resolution geoid model.
 DF6357
 DF6357.GPS derived orthometric heights for airport stations designated as
 DF6357.PACS or SACS are published to 2 decimal places.  This maintains
 DF6357.centimeter relative accuracy between the PACS and SACS.  It does
 DF6357.not indicate centimeter accuracy relative to other marks which are
 DF6357.part of the NAVD 88 network.
 DF6357
 DF6357.Photographs are available for this station.
 DF6357
 DF6357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6357
 DF6357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6357
 DF6357.The ellipsoidal height was determined by GPS observations
 DF6357.and is referenced to NAD 83.
 DF6357
 DF6357.The geoid height was determined by GEOID03.
 DF6357
 DF6357;                    North         East     Units Scale Factor Converg.
 DF6357;SPC TX S     - 5,238,367.924   439,089.220   MT  0.99999444   +0 38 27.2
 DF6357;SPC TX S     -17,186,212.10  1,440,578.55   sFT  0.99999444   +0 38 27.2
 DF6357;UTM  14      - 3,077,739.823   688,303.863   MT  1.00003768   +0 53 31.8
 DF6357
 DF6357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6357!SPC TX S     -   1.00000396  x   0.99999444  =   0.99999840
 DF6357!UTM  14      -   1.00000396  x   1.00003768  =   1.00004164
 DF6357
 DF6357:                Primary Azimuth Mark                     Grid Az
 DF6357:SPC TX S     -  SF 010                                   136 37 29.2
 DF6357:UTM  14      -  SF 010                                   136 22 24.6
 DF6357
 DF6357|---------------------------------------------------------------------|
 DF6357| PID    Reference Object                     Distance      Geod. Az  |
 DF6357|                                                           dddmmss.s |
 DF6357| AH1674 SF 010                              APPROX. 0.5 KM 1371556.4 |
 DF6357|---------------------------------------------------------------------|
 DF6357
 DF6357                          SUPERSEDED SURVEY CONTROL
 DF6357
 DF6357.No superseded survey control is available for this station.
 DF6357
 DF6357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8830477740(NAD 83)
 DF6357_MARKER: F = FLANGE-ENCASED ROD
 DF6357_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF6357_STAMPING: 2R8 A 2003
 DF6357_MARK LOGO: NGS   
 DF6357_PROJECTION: FLUSH
 DF6357_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6357+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 DF6357_ROD/PIPE-DEPTH: 20.0 meters
 DF6357_SLEEVE-DEPTH  : 0.9 meters
 DF6357
 DF6357  HISTORY     - Date     Condition        Report By
 DF6357  HISTORY     - 20030417 MONUMENTED       NGS
 DF6357  HISTORY     - 20040205 GOOD             NGS
 DF6357
 DF6357                          STATION DESCRIPTION
 DF6357
 DF6357'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF6357'THE STATION IS LOCATED IN PORT ARANSAS ON THE MUSTANG BEACH AIRPORT,
 DF6357'MID FIELD,
 DF6357'SOUTHWEST OF THE WINDSOCK BETWEEN TWO 4 X 8 CONCRETE CIRCLE SEGMENTS.
 DF6357'OWNERSHIP--CITY OF PORT ARANSAS, PO BOX 1000, 710 WEST AVENUE A, PORT
 DF6357'ARANSAS, TX
 DF6357'78373-128.  TOMMY M BROOKS, CITY MANAGER.  PHONE--361-749-4111.
 DF6357'TO REACH THE STATION FROM THE POST OFFICE IN PORT ARANSAS, GO 1.9 MILE
 DF6357'SOUTH ALONG
 DF6357'ALASTER STREET AND STATE HIGHWAY 361 TO PIPER BOULIVARD, TURN RIGHT,
 DF6357'WEST, GO 0.3 MILE
 DF6357'TO THE AIRPORT ENTRANCE, TURN RIGHT, NORTHWEST, GO 0.3 MILE NORTHWEST
 DF6357'CROSSING AN
 DF6357'APRON AND THEN ALONG A TAXIWAY TO THE WIND SOCK AND THE STATION ON THE
 DF6357'RIGHT.
 DF6357'THE STATION IS 45.7 M SOUTHWEST OF THE RUNWAY CENTERLINE, 17.2 M
 DF6357'NORTHEAST OF AND
 DF6357'LEVEL WITH THE TAXIWAY, 15.4 M SOUTHEAST OF THE WIND SOCK, 2.3 M
 DF6357'NORTHWEST OF THE WEST
 DF6357'CORNER OF A CIRCLE SEGMENT, 0.5 M NORTHEAST OF THE NORTHEAST CORNER OF
 DF6357'A CIRCLE
 DF6357'SEGMENT.
 DF6357'NOTE--ACESS IS TO THE DATUM POINT IS THRU A 5-INCH LOGO COVER.  SLEEVE
 DF6357'DEPTH DOES NOT
 DF6357'MEET CLASS A SPECIFICATIONS.  THIS IS A PRIMARY AIRPORT CONTROL
 DF6357'STATION (PACS).
 DF6357' 
 DF6357' 
 DF6357'
 DF6357
 DF6357                          STATION RECOVERY (2004)
 DF6357
 DF6357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 DF6357'RECOVERED AS DESCRIBED. DJA 2/5/2004
 DF6357' 
 DF6357'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6359 ***********************************************************************
 DF6359  SACS        -  This is a Secondary Airport Control Station.
 DF6359  DESIGNATION -  2R8 B
 DF6359  PID         -  DF6359
 DF6359  STATE/COUNTY-  TX/NUECES
 DF6359  USGS QUAD   -  PORT ARANSAS (1975)
 DF6359
 DF6359                         *CURRENT SURVEY CONTROL
 DF6359  ___________________________________________________________________
 DF6359* NAD 83(1993)-  27 48 51.14756(N)    097 05 36.14706(W)     ADJUSTED  
 DF6359* NAVD 88     -         0.82   (meters)       2.7    (feet)  GPS OBS   
 DF6359  ___________________________________________________________________
 DF6359  X           -    -697,123.762 (meters)                     COMP
 DF6359  Y           -  -5,602,125.731 (meters)                     COMP
 DF6359  Z           -   2,958,298.609 (meters)                     COMP
 DF6359  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DF6359  ELLIP HEIGHT-         -25.52  (meters)          (07/14/03) GPS OBS
 DF6359  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DF6359
 DF6359  HORZ ORDER  -  FIRST
 DF6359  ELLP ORDER  -  THIRD     CLASS I
 DF6359
 DF6359.This mark is at Mustang Beach Airport (2R8)
 DF6359
 DF6359.The horizontal coordinates were established by GPS observations
 DF6359.and adjusted by the National Geodetic Survey in July 2003..
 DF6359
 DF6359.The orthometric height was determined by GPS observations and a
 DF6359.high-resolution geoid model.
 DF6359
 DF6359.GPS derived orthometric heights for airport stations designated as
 DF6359.PACS or SACS are published to 2 decimal places.  This maintains
 DF6359.centimeter relative accuracy between the PACS and SACS.  It does
 DF6359.not indicate centimeter accuracy relative to other marks which are
 DF6359.part of the NAVD 88 network.
 DF6359
 DF6359.Photographs are available for this station.
 DF6359
 DF6359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6359
 DF6359.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6359
 DF6359.The ellipsoidal height was determined by GPS observations
 DF6359.and is referenced to NAD 83.
 DF6359
 DF6359.The geoid height was determined by GEOID03.
 DF6359
 DF6359;                    North         East     Units Scale Factor Converg.
 DF6359;SPC TX S     - 5,238,710.140   438,591.389   MT  0.99999521   +0 38 19.0
 DF6359;SPC TX S     -17,187,334.85  1,438,945.25   sFT  0.99999521   +0 38 19.0
 DF6359;UTM  14      - 3,078,079.867   687,804.515   MT  1.00003536   +0 53 23.7
 DF6359
 DF6359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6359!SPC TX S     -   1.00000401  x   0.99999521  =   0.99999922
 DF6359!UTM  14      -   1.00000401  x   1.00003536  =   1.00003937
 DF6359
 DF6359                          SUPERSEDED SURVEY CONTROL
 DF6359
 DF6359.No superseded survey control is available for this station.
 DF6359
 DF6359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8780578080(NAD 83)
 DF6359_MARKER: DH = HORIZONTAL CONTROL DISK
 DF6359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6359_STAMPING: 2R8 B 2003
 DF6359_MARK LOGO: NGS   
 DF6359_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6359+STABILITY: SURFACE MOTION
 DF6359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6359+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 DF6359
 DF6359  HISTORY     - Date     Condition        Report By
 DF6359  HISTORY     - 20030417 MONUMENTED       NGS
 DF6359  HISTORY     - 20040205 GOOD             NGS
 DF6359
 DF6359                          STATION DESCRIPTION
 DF6359
 DF6359'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF6359'THE STATION IS LOCATED IN PORT ARANSAS ON THE PORT ARANSAS AIRPORT,
 DF6359'NEAR THE
 DF6359'NORTHWEST END OF THE RUNWAY,  SOUTHWEST OF THE WEST CORNER OF THE
 DF6359'TURN-A-ROUND
 DF6359'AREA.
 DF6359'OWNERSHIP--CITY OF PORT ARANSAS, PO BOX 1000, 710 WEST AVENUE A, PORT
 DF6359'ARANSAS, TX
 DF6359'78373-128.  TOMMY M BROOKS, CITY MANAGER.  PHONE--361-749-4111.
 DF6359'TO REACH THE STATION FROM THE POST OFFICE IN PORT ARANSAS, GO 1.9 MILE
 DF6359'SOUTH ALONG
 DF6359'ALASTER STREET AND STATE HIGHWAY 361 TO PIPER BOULIVARD, TURN RIGHT,
 DF6359'WEST, GO 0.3 MILE
 DF6359'TO THE AIRPORT ENTRANCE, TURN RIGHT, NORTHWEST, GO 0.3 MILE NORTHWEST
 DF6359'CROSSING AN
 DF6359'APRON AND THEN ALONG A TAXIWAY TO THE WIND SOCK AND STATION 2R8 A ON
 DF6359'THE RIGHT,
 DF6359'CONTINE.TO THE END OF THE TAXI, TURN LEFT, NORTHWEST, GO 0.4 MILE
 DF6359'ALONG THE RUNWAY TO
 DF6359'THE RUNWAY END AND TURN-A-ROUND AND THE STATION ON THE LEFT.
 DF6359'THE STATION IS 48.2 M SOUTHWEST OF THE RUNWAY CENTER LINE, 22.2 M
 DF6359'SOUTHWEST OF THE
 DF6359'WEST CORNER OF THE TURN-A-ROUND, 0.6 M NORTH OF A WITNESS POST AND 0.5
 DF6359'M BELOW THE
 DF6359'LEVEL OF THE RUNWAY,AND THE MONUMENT PROJECTS 6-INCHES ABOVE THE
 DF6359'GROUND SURFACE.
 DF6359'NOTE--  THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 DF6359' 
 DF6359' 
 DF6359'
 DF6359
 DF6359                          STATION RECOVERY (2004)
 DF6359
 DF6359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 DF6359'RECOVERED AS DESCRIBED. DJA 2/5/2004
 DF6359' 
 DF6359'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3203 ***********************************************************************
 AB3203  PACS        -  This is a Primary Airport Control Station.
 AB3203  DESIGNATION -  2R9 A
 AB3203  PID         -  AB3203
 AB3203  STATE/COUNTY-  TX/KARNES
 AB3203  USGS QUAD   -  KENEDY (1987)
 AB3203
 AB3203                         *CURRENT SURVEY CONTROL
 AB3203  ___________________________________________________________________
 AB3203* NAD 83(1993)-  28 49 29.76531(N)    097 51 54.93682(W)     ADJUSTED  
 AB3203* NAVD 88     -        86.50   (meters)     283.8    (feet)  GPS OBS   
 AB3203  ___________________________________________________________________
 AB3203  X           -    -765,268.550 (meters)                     COMP
 AB3203  Y           -  -5,539,662.997 (meters)                     COMP
 AB3203  Z           -   3,056,945.301 (meters)                     COMP
 AB3203  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AB3203  ELLIP HEIGHT-          59.93  (meters)          (10/24/00) GPS OBS
 AB3203  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AB3203
 AB3203  HORZ ORDER  -  B
 AB3203  ELLP ORDER  -  FOURTH    CLASS II
 AB3203
 AB3203.This mark is at Karnes Co (2R9) Airport (2R9)
 AB3203
 AB3203.The horizontal coordinates were established by GPS observations
 AB3203.and adjusted by the National Geodetic Survey in February 1996..
 AB3203
 AB3203.The orthometric height was determined by GPS observations and a
 AB3203.high-resolution geoid model.
 AB3203
 AB3203.GPS derived orthometric heights for airport stations designated as
 AB3203.PACS or SACS are published to 2 decimal places.  This maintains
 AB3203.centimeter relative accuracy between the PACS and SACS.  It does
 AB3203.not indicate centimeter accuracy relative to other marks which are
 AB3203.part of the NAVD 88 network.
 AB3203
 AB3203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3203
 AB3203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3203
 AB3203.The ellipsoidal height was determined by GPS observations
 AB3203.and is referenced to NAD 83.
 AB3203
 AB3203.The geoid height was determined by GEOID03.
 AB3203
 AB3203;                    North         East     Units Scale Factor Converg.
 AB3203;SPC TXSC     - 4,110,434.386   710,741.065   MT  0.99990257   +0 33 21.3
 AB3203;SPC TXSC     -13,485,650.15  2,331,822.98   sFT  0.99990257   +0 33 21.3
 AB3203;UTM  14      - 3,189,118.771   610,713.193   MT  0.99975126   +0 32 49.8
 AB3203
 AB3203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3203!SPC TXSC     -   0.99999059  x   0.99990257  =   0.99989316
 AB3203!UTM  14      -   0.99999059  x   0.99975126  =   0.99974185
 AB3203
 AB3203:                Primary Azimuth Mark                     Grid Az
 AB3203:SPC TXSC     -  KARPORT AZ MK                            170 18 56.7
 AB3203:UTM  14      -  KARPORT AZ MK                            170 19 28.2
 AB3203
 AB3203|---------------------------------------------------------------------|
 AB3203| PID    Reference Object                     Distance      Geod. Az  |
 AB3203|                                                           dddmmss.s |
 AB3203| AN2392 KARPORT AZ MK                       445.534 METERS 1705218.0 |
 AB3203| AN2391 KARPORT                             269.577 METERS 34633     |
 AB3203|---------------------------------------------------------------------|
 AB3203
 AB3203                          SUPERSEDED SURVEY CONTROL
 AB3203
 AB3203  ELLIP H (02/20/96)   60.05   (m)                       GP(       ) 3 2
 AB3203
 AB3203.Superseded values are not recommended for survey control.
 AB3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3203.See file dsdata.txt to determine how the superseded data were derived.
 AB3203
 AB3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1071389119(NAD 83)
 AB3203_MARKER: I = METAL ROD
 AB3203_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3203_STAMPING: 2R9 A 1995
 AB3203_MARK LOGO: NGS   
 AB3203_PROJECTION: FLUSH
 AB3203_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3203+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3203_ROD/PIPE-DEPTH: 6.7  meters
 AB3203_SLEEVE-DEPTH  : 1.0 meters
 AB3203
 AB3203  HISTORY     - Date     Condition        Report By
 AB3203  HISTORY     - 1995     MONUMENTED       NGS
 AB3203  HISTORY     - 19990915 GOOD             TXDOT
 AB3203
 AB3203                          STATION DESCRIPTION
 AB3203
 AB3203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB3203'THE STATION IS LOCATED ABOUT 4.83 KM (3.00 MI) NORTHWEST OF KENEDY AT
 AB3203'THE KARNES COUNTY AIRPORT.  OWNERSHIP--CITY OF KENEDY, C/O RON HYDE,
 AB3203'P.O.  BOX DRAWER 569, KERNES, TX 78119.  PHONE (512) 583-9897.  TO
 AB3203'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 181 AND STATE
 AB3203'HIGHWAY 72 IN KENEDY.  GO NORTH ON U.S.  HIGHWAY 181 FOR 1.6 KM (1.00
 AB3203'MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT ON THE AIRPORT
 AB3203'ENTRANCE FOR 0.5 KM (0.30 MI) TO THE AIRPORT OFFICE ON THE RIGHT.
 AB3203'PROCEED NORTHWEST ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO A
 AB3203'CONNECTING TAXIWAY.  TURN LEFT, WEST ON THE CONNECTING TAXIWAY FOR 25
 AB3203'M (82.0 FT) TO THE RUNWAY.  TURN LEFT, AND GO SOUTHERLY ALONG THE
 AB3203'RUNWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.  THE STATION IS
 AB3203'LOCATED 118.8 FT (36.2 M) SOUTHEAST OF THE FOURTH RUNWAY LIGHT SOUTH
 AB3203'OF THE CONNECTING TAXIWAY, 103.6 FT (31.6 M) NORTH-NORTHEAST OF THE
 AB3203'FIFTH RUNWAY LIGHT SOUTH OF THE CONNECTING TAXIWAY AND 93.3 FT (28.4
 AB3203'M) EAST-NORTHEAST OF THE CENTERLINE OF THE RUNWAY.  THIS IS A PAC
 AB3203'STATION.
 AB3203
 AB3203                          STATION RECOVERY (1999)
 AB3203
 AB3203'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AB3203'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9327 ***********************************************************************
 AB9327  SACS        -  This is a Secondary Airport Control Station.
 AB9327  DESIGNATION -  2XS3 A
 AB9327  PID         -  AB9327
 AB9327  STATE/COUNTY-  TX/HARRIS
 AB9327  USGS QUAD   -  ROSE HILL (1980)
 AB9327
 AB9327                         *CURRENT SURVEY CONTROL
 AB9327  ___________________________________________________________________
 AB9327* NAD 83(1993)-  30 02 22.38035(N)    095 40 02.50720(W)     ADJUSTED  
 AB9327* NAVD 88     -        50.44   (meters)     165.5    (feet)  GPS OBS   
 AB9327  ___________________________________________________________________
 AB9327  X           -    -545,716.878 (meters)                     COMP
 AB9327  Y           -  -5,499,071.370 (meters)                     COMP
 AB9327  Z           -   3,174,181.259 (meters)                     COMP
 AB9327  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AB9327  ELLIP HEIGHT-          22.81  (meters)          (01/22/01) GPS OBS
 AB9327  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AB9327
 AB9327  HORZ ORDER  -  FIRST
 AB9327  ELLP ORDER  -  FOURTH    CLASS I
 AB9327
 AB9327.This mark is at May (2XS3) Airport (2XS3)
 AB9327
 AB9327.The horizontal coordinates were established by GPS observations
 AB9327.and adjusted by the National Geodetic Survey in December 1996..
 AB9327
 AB9327.The orthometric height was determined by GPS observations and a
 AB9327.high-resolution geoid model.
 AB9327
 AB9327.GPS derived orthometric heights for airport stations designated as
 AB9327.PACS or SACS are published to 2 decimal places.  This maintains
 AB9327.centimeter relative accuracy between the PACS and SACS.  It does
 AB9327.not indicate centimeter accuracy relative to other marks which are
 AB9327.part of the NAVD 88 network.
 AB9327
 AB9327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9327
 AB9327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9327
 AB9327.The ellipsoidal height was determined by GPS observations
 AB9327.and is referenced to NAD 83.
 AB9327
 AB9327.The geoid height was determined by GEOID03.
 AB9327
 AB9327;                    North         East     Units Scale Factor Converg.
 AB9327;SPC TXSC     - 4,249,092.065   921,362.945   MT  0.99993867   +1 37 57.7
 AB9327;SPC TXSC     -13,940,562.88  3,022,838.26   sFT  0.99993867   +1 37 57.7
 AB9327;UTM  15      - 3,326,166.288   242,794.393   MT  1.00041627   -1 20 09.6
 AB9327
 AB9327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9327!SPC TXSC     -   0.99999642  x   0.99993867  =   0.99993509
 AB9327!UTM  15      -   0.99999642  x   1.00041627  =   1.00041269
 AB9327
 AB9327|---------------------------------------------------------------------|
 AB9327| PID    Reference Object                     Distance      Geod. Az  |
 AB9327|                                                           dddmmss.s |
 AB9327| BL1987 MAYPORT                             303.210 METERS 35822     |
 AB9327|---------------------------------------------------------------------|
 AB9327
 AB9327                          SUPERSEDED SURVEY CONTROL
 AB9327
 AB9327  ELLIP H (12/17/96)   22.96   (m)                       GP(       ) 4 1
 AB9327
 AB9327.Superseded values are not recommended for survey control.
 AB9327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9327.See file dsdata.txt to determine how the superseded data were derived.
 AB9327
 AB9327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4279426166(NAD 83)
 AB9327_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9327_STAMPING: 2XS3 A 1995
 AB9327_MARK LOGO: NGS   
 AB9327_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9327+STABILITY: SURFACE MOTION
 AB9327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9327+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1995
 AB9327
 AB9327  HISTORY     - Date     Condition        Report By
 AB9327  HISTORY     - 1995     MONUMENTED       NGS
 AB9327  HISTORY     - 19950512 GOOD             NGS
 AB9327  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 AB9327
 AB9327                          STATION DESCRIPTION
 AB9327
 AB9327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (MLB)
 AB9327'THE STATION IS LOCATED ABOUT 25.O MI NORTHWEST OF HOUSTON, 5.0 MI (8.0
 AB9327'KM) NORTH NORTHWEST OF CYPRESS, 4.0 MI (6.4 KM) SOUTHWEST OF TOMBALL,
 AB9327'AND AT THE SOUTH SIDE OF THE MAY AIRPORT.  OWNERSHIP-- WILL R.  MAY,
 AB9327'16434 KITZMAN ROAD, CYPRESS, TX 77429.  PHONE (713) 351-9151.  TO
 AB9327'REACH THE STATION FROM THE JUNCTION OF FARM ROAD 249 AND FARM ROAD
 AB9327'2920 ON THE WEST SIDE OF TOMBALL, PROCEED WEST AND SOUTHWEST ON FARM
 AB9327'ROAD 2920 FOR 2.1 MI (3.4 KM) TO TELGE ROAD ON THE LEFT.  TURN LEFT,
 AB9327'SOUTH, AND PROCEED ON TELGE ROAD FOR 3.O MI TO KITZMAN ROAD ON THE
 AB9327'RIGHT.  TURN RIGHT ON KITZMAN ROAD FOR O.2 MI TO A GATE.  PROCEED
 AB9327'THROUGH THE GATE AND GO PAST TWO FUEL TANKS AND TURN RIGHT.  THE
 AB9327'AIRPORT OFFICE IS ON THE RIGHT, (THE HOUSE BELONGING TO THE AIRPORT
 AB9327'OWNER IS LOCATED 0.3 MI (0.5 KM) NORTH OF THE ENTRANCE GATE) .  AFTER
 AB9327'TURNING RIGHT AT THE FUEL TANKS CONTINUE AHEAD FOR APPROXIMATELY 200
 AB9327'FT.  (61.0 M) TURN RIGHT AND PROCEED SOUTH FOR 0.15 MI (0.24 KM) AND
 AB9327'THE STATION STRAIGHT AHEAD.  NOTE--THE GROUND WEST OF A TETRAHEDRON IS
 AB9327'EXTREMELY SOFT.  CAUTION SHOULD BE USED IN DRIVING TO THE MARK.  IT IS
 AB9327'RECOMMENDED TO DRIVE DOWN THE SOD RUNWAY FOR RECOVERY.  THE STATION IS
 AB9327'45.8 M (150.3 FT) EAST OF THE WEST PERIMETER FENCE, 34.0 M (111.5 FT)
 AB9327'WEST OF THE EAST PERIMETER FENCE, 32.8 M (107.6 FT) SOUTH-SOUTHEAST OF
 AB9327'A WIND TETRAHEDRON, AND 0.7 M (2.3 FT) NORTH OF A WITNESS POST.  THIS
 AB9327'STATION HAS BEEN SELECTED AS THE SECONDARY AIRPORT CONTROL STATION.
 AB9327
 AB9327                          STATION RECOVERY (2005)
 AB9327
 AB9327'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 AB9327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0206 ***********************************************************************
 CE0206  DESIGNATION -  3
 CE0206  PID         -  CE0206
 CE0206  STATE/COUNTY-  TX/EL PASO
 CE0206  USGS QUAD   -  CANUTILLO (1995)
 CE0206
 CE0206                         *CURRENT SURVEY CONTROL
 CE0206  ___________________________________________________________________
 CE0206* NAD 83(1986)-  31 57 05.     (N)    106 36 06.     (W)     SCALED    
 CE0206* NAVD 88     -      1154.971  (meters)    3789.27   (feet)  ADJUSTED  
 CE0206  ___________________________________________________________________
 CE0206  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0206  DYNAMIC HT  -        1153.255 (meters)    3783.64  (feet)  COMP
 CE0206  MODELED GRAV-     979,114.2   (mgal)                       NAVD 88
 CE0206
 CE0206  VERT ORDER  -  FIRST     CLASS II
 CE0206
 CE0206.The horizontal coordinates were scaled from a topographic map and have
 CE0206.an estimated accuracy of +/- 6 seconds.
 CE0206
 CE0206.The orthometric height was determined by differential leveling
 CE0206.and adjusted by the National Geodetic Survey in June 1991..
 CE0206
 CE0206.The geoid height was determined by GEOID03.
 CE0206
 CE0206.The dynamic height is computed by dividing the NAVD 88
 CE0206.geopotential number by the normal gravity value computed on the
 CE0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0206.degrees latitude (g = 980.6199 gals.).
 CE0206
 CE0206.The modeled gravity was interpolated from observed gravity values.
 CE0206
 CE0206;                    North         East    Units  Estimated Accuracy
 CE0206;SPC TX C     - 3,269,980.      107,680.      MT  (+/- 180 meters Scaled)
 CE0206
 CE0206                          SUPERSEDED SURVEY CONTROL
 CE0206
 CE0206  NGVD 29 (??/??/92) 1154.458  (m)         3787.58   (f) ADJ UNCH    1 2
 CE0206
 CE0206.Superseded values are not recommended for survey control.
 CE0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0206.See file dsdata.txt to determine how the superseded data were derived.
 CE0206
 CE0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR486361(NAD 83)
 CE0206_MARKER: DD = SURVEY DISK
 CE0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0206_STAMPING: ELEV 3788 3 FT
 CE0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0206+STABILITY: SURFACE MOTION
 CE0206
 CE0206  HISTORY     - Date     Condition        Report By
 CE0206  HISTORY     - UNK      MONUMENTED       NMTXBC
 CE0206  HISTORY     - 1952     GOOD             NGS
 CE0206  HISTORY     - 1954     GOOD             NGS
 CE0206  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0206
 CE0206                          STATION DESCRIPTION
 CE0206
 CE0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0206'2.25 MI N FROM CANUTILLO.
 CE0206'2.25 MILES NORTH ALONG U.S. HIGHWAYS 80 AND 85 FROM THE POST OFFICE AT
 CE0206'CANUTILLO, 1 1/2 POLES NORTH OF THE STATION SIGN AT VINTON, 122 FEET
 CE0206'WEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 68 FEET
 CE0206'WEST OF THE CENTER LINE OF THE HIGHWAY, 61.3 FEET EAST OF THE EAST
 CE0206'RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 3.25 MILES SOUTH
 CE0206'OF THE RAILROAD STATION AT LA TUNA, SET IN THE TOP OF A CONCRETE POST
 CE0206'WHICH PROJECTS 2.4 FEET ABOVE THE GROUND.
 CE0206
 CE0206                          STATION RECOVERY (1954)
 CE0206
 CE0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0206'RECOVERED IN GOOD CONDITION.
 CE0206
 CE0206                          STATION RECOVERY (1981)
 CE0206
 CE0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0972 ***********************************************************************
 AW0972  DESIGNATION -  3
 AW0972  PID         -  AW0972
 AW0972  STATE/COUNTY-  TX/HARRIS
 AW0972  USGS QUAD   -  PASADENA (1995)
 AW0972
 AW0972                         *CURRENT SURVEY CONTROL
 AW0972  ___________________________________________________________________
 AW0972* NAD 83(1986)-  29 43 15.     (N)    095 12 43.     (W)     SCALED    
 AW0972* NAVD 88     -         7.097  (meters)      23.28   (feet)  ADJUSTED  
 AW0972  ___________________________________________________________________
 AW0972  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW0972  DYNAMIC HT  -           7.087 (meters)      23.25  (feet)  COMP
 AW0972  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 AW0972
 AW0972  VERT ORDER  -  FIRST     CLASS II
 AW0972
 AW0972.The horizontal coordinates were scaled from a topographic map and have
 AW0972.an estimated accuracy of +/- 6 seconds.
 AW0972
 AW0972.The orthometric height was determined by differential leveling
 AW0972.and adjusted by the National Geodetic Survey in June 1991..
 AW0972
 AW0972.The geoid height was determined by GEOID03.
 AW0972
 AW0972.The dynamic height is computed by dividing the NAVD 88
 AW0972.geopotential number by the normal gravity value computed on the
 AW0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0972.degrees latitude (g = 980.6199 gals.).
 AW0972
 AW0972.The modeled gravity was interpolated from observed gravity values.
 AW0972
 AW0972;                    North         East    Units  Estimated Accuracy
 AW0972;SPC TXSC     - 4,215,120.      966,410.      MT  (+/- 180 meters Scaled)
 AW0972
 AW0972                          SUPERSEDED SURVEY CONTROL
 AW0972
 AW0972  NGVD 29 (12/23/87)    7.094  (m)           23.27   (f) ADJUSTED    1 2
 AW0972
 AW0972.Superseded values are not recommended for survey control.
 AW0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0972.See file dsdata.txt to determine how the superseded data were derived.
 AW0972
 AW0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN860899(NAD 83)
 AW0972_MARKER: DD = SURVEY DISK
 AW0972_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0972_SP_SET: WALKWAY
 AW0972_STAMPING: NO 3
 AW0972_MARK LOGO: TXHD  
 AW0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0972
 AW0972  HISTORY     - Date     Condition        Report By
 AW0972  HISTORY     - UNK      MONUMENTED       TXHD
 AW0972  HISTORY     - 1973     GOOD             NGS
 AW0972  HISTORY     - 1978     GOOD             NGS
 AW0972  HISTORY     - 1984     GOOD             USPSQD
 AW0972  HISTORY     - 1986     GOOD             NGS
 AW0972  HISTORY     - 1987     GOOD             USPSQD
 AW0972  HISTORY     - 1987     GOOD             USPSQD
 AW0972  HISTORY     - 1987     GOOD             USPSQD
 AW0972  HISTORY     - 1987     GOOD             USPSQD
 AW0972  HISTORY     - 1988     GOOD             USPSQD
 AW0972  HISTORY     - 20041126 GOOD             USPSQD
 AW0972
 AW0972                          STATION DESCRIPTION
 AW0972
 AW0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0972'IN PASADENA.
 AW0972'AT PASADENA, AT THE EXTREME SOUTH END OF THE WASHBURN TUNNEL, ABOUT
 AW0972'0.1 MILE SOUTH OF THE ARCHWAY AND THE ENTRANCE TO THE TUNNEL, 12 FEET
 AW0972'WEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF THE TRAFFIC, 2.8
 AW0972'FEET WEST OF THE WEST CURB, SET IN THE TOP OF THE CONCRETE WALKWAY, 2
 AW0972'INCHES SOUTH OF THE SOUTH END OF THE WEST CONCRETE RETAINING WALL, AND
 AW0972'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AW0972
 AW0972                          STATION RECOVERY (1978)
 AW0972
 AW0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0972'RECOVERED IN GOOD CONDITION.
 AW0972
 AW0972                          STATION RECOVERY (1984)
 AW0972
 AW0972'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0972'ABOUT 12 FEET SOUTH OF CENTERLINE OF SOUTHERN HALF OF DIVIDED STREET,
 AW0972'APPROX IN CENTER OF CROSSOVER LEADING TO PARKING LOT ON NORTH SIDE,
 AW0972'AND 66.5 FEET EAST OF LIGHT STANDARD C 129 WHICH IS NEAR THE WESTERN
 AW0972'MOST ENTRANCE OF THE WEST WING ON THE NORTH SIDE OF THE LAMAR FLEMING
 AW0972'BUILDING. COLOR OF CEMENT ATTACHING MARK IS MORE RECENT THAN COLOR OF
 AW0972'CEMENT IN CURBING, MAKING IT APPEAR TO HAVE BEEN RESET WITHIN PAST 20
 AW0972'YEARS.
 AW0972
 AW0972                          STATION RECOVERY (1986)
 AW0972
 AW0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0972'RECOVERED IN GOOD CONDITION.
 AW0972
 AW0972                          STATION RECOVERY (1987)
 AW0972
 AW0972'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW0972'RECOVERED IN GOOD CONDITION.
 AW0972
 AW0972                          STATION RECOVERY (1987)
 AW0972
 AW0972'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0972'RECOVERED IN GOOD CONDITION.
 AW0972
 AW0972                          STATION RECOVERY (1987)
 AW0972
 AW0972'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0972'RECOVERED IN GOOD CONDITION.
 AW0972
 AW0972                          STATION RECOVERY (1987)
 AW0972
 AW0972'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 AW0972'RECOVERED IN GOOD CONDITION.
 AW0972
 AW0972                          STATION RECOVERY (1988)
 AW0972
 AW0972'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0972'RECOVERED IN GOOD CONDITION.
 AW0972
 AW0972                          STATION RECOVERY (2004)
 AW0972
 AW0972'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1994 ***********************************************************************
 BY1994  DESIGNATION -  3
 BY1994  PID         -  BY1994
 BY1994  STATE/COUNTY-  TX/HOUSTON
 BY1994  USGS QUAD   -  SAND RIDGE (1972)
 BY1994
 BY1994                         *CURRENT SURVEY CONTROL
 BY1994  ___________________________________________________________________
 BY1994* NAD 83(1986)-  31 06 01.     (N)    095 40 10.     (W)     SCALED    
 BY1994* NAVD 88     -        48.06   (+/-2cm)     157.7    (feet)  VERTCON   
 BY1994  ___________________________________________________________________
 BY1994  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY1994
 BY1994  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1994
 BY1994.The horizontal coordinates were scaled from a topographic map and have
 BY1994.an estimated accuracy of +/- 6 seconds.
 BY1994
 BY1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1994.The vertical order pertains to the NGVD 29 superseded value.
 BY1994
 BY1994.The geoid height was determined by GEOID03.
 BY1994
 BY1994;                    North         East    Units  Estimated Accuracy
 BY1994;SPC TX C     - 3,168,250.    1,144,770.      MT  (+/- 180 meters Scaled)
 BY1994
 BY1994                          SUPERSEDED SURVEY CONTROL
 BY1994
 BY1994  NGVD 29 (??/??/92)   48.07   (m)          157.7    (f) COMPUTED    2 0
 BY1994
 BY1994.Superseded values are not recommended for survey control.
 BY1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1994.See file dsdata.txt to determine how the superseded data were derived.
 BY1994
 BY1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ453437(NAD 83)
 BY1994_MARKER: DD = SURVEY DISK
 BY1994_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY1994_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY1994_STAMPING: NO 3 158.43 158.43
 BY1994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1994
 BY1994  HISTORY     - Date     Condition        Report By
 BY1994  HISTORY     - UNK      MONUMENTED       TXRD
 BY1994  HISTORY     - 1947     GOOD             NGS
 BY1994
 BY1994                          STATION DESCRIPTION
 BY1994
 BY1994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1994'1.0 MI E FROM SAND RIDGE.
 BY1994'1.0 MILE EAST ALONG A DIRT ROAD FROM THE MURRAY FARMS HEADQUARTERS NO.
 BY1994'1 AT SAND RIDGE, AT THE MURRAY FARMS HEADQUARTERS NO. 3, IN A BARN LOT
 BY1994'SURROUNDED BY A NUMBER OF SHEDS AND BUILDINGS, 180.0 FEET SOUTHWEST OF
 BY1994'A 4 1/2-FOOT PECAN TREE (THE LARGEST TREE IN THIS VICINITY), 148.0
 BY1994'FEET NORTH OF THE INTERSECTION OF THE CENTER-LINES OF A
 BY1994'NORTHEAST-SOUTHWEST DIRT ROAD AND A DIRT ROAD LEADING SOUTHEAST, 112.0
 BY1994'FEET NORTHWEST OF THE CENTER OF THE NORTHEAST-SOUTHWEST ROAD, 100.0
 BY1994'FEET NORTHWEST OF A 6X6 INCH WHITE WOODEN REFERENCE POST WHICH IS 5
 BY1994'FEET HIGH, 45.5 FEET WEST OF A FRAME FARM HOUSE, A STATE OF TEXAS
 BY1994'RECLAMATION DEPARTMENT BRONZE DISK SET IN A 12-INCH TILE PIPE FILLED
 BY1994'WITH CONCRETE AND IS ABOUT 0.2 FOOT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0716 ***********************************************************************
 CS0716  DESIGNATION -  3
 CS0716  PID         -  CS0716
 CS0716  STATE/COUNTY-  TX/ELLIS
 CS0716  USGS QUAD   -  AVALON (1976)
 CS0716
 CS0716                         *CURRENT SURVEY CONTROL
 CS0716  ___________________________________________________________________
 CS0716* NAD 83(1986)-  32 13 26.     (N)    096 52 28.     (W)     SCALED    
 CS0716* NAVD 88     -       142.737  (meters)     468.30   (feet)  ADJUSTED  
 CS0716  ___________________________________________________________________
 CS0716  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CS0716  DYNAMIC HT  -         142.567 (meters)     467.74  (feet)  COMP
 CS0716  MODELED GRAV-     979,447.6   (mgal)                       NAVD 88
 CS0716
 CS0716  VERT ORDER  -  SECOND    CLASS 0
 CS0716
 CS0716.The horizontal coordinates were scaled from a topographic map and have
 CS0716.an estimated accuracy of +/- 6 seconds.
 CS0716
 CS0716.The orthometric height was determined by differential leveling
 CS0716.and adjusted by the National Geodetic Survey in June 1991..
 CS0716
 CS0716.The geoid height was determined by GEOID03.
 CS0716
 CS0716.The dynamic height is computed by dividing the NAVD 88
 CS0716.geopotential number by the normal gravity value computed on the
 CS0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0716.degrees latitude (g = 980.6199 gals.).
 CS0716
 CS0716.The modeled gravity was interpolated from observed gravity values.
 CS0716
 CS0716;                    North         East    Units  Estimated Accuracy
 CS0716;SPC TXNC     - 2,062,980.      753,220.      MT  (+/- 180 meters Scaled)
 CS0716
 CS0716                          SUPERSEDED SURVEY CONTROL
 CS0716
 CS0716  NGVD 29 (??/??/92)  142.72   (m)          468.2    (f) COMPUTED    2 0
 CS0716
 CS0716.Superseded values are not recommended for survey control.
 CS0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0716.See file dsdata.txt to determine how the superseded data were derived.
 CS0716
 CS0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA003672(NAD 83)
 CS0716_MARKER: DD = SURVEY DISK
 CS0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0716_SP_SET: ABUTMENT
 CS0716_STAMPING: NO 3-467.895
 CS0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0716
 CS0716  HISTORY     - Date     Condition        Report By
 CS0716  HISTORY     - UNK      MONUMENTED       TXRD
 CS0716  HISTORY     - 1934     GOOD             NGS
 CS0716
 CS0716                          STATION DESCRIPTION
 CS0716
 CS0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CS0716'3.5 MI N FROM ITALY.
 CS0716'3.5 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS0716'ITALY, ELLIS COUNTY, AT STEEL BRIDGE 809.6 OVER CHAMBERS CREEK, AND IN
 CS0716'THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT.  A TEXAS
 CS0716'RECLAMATION DEPARTMENT STANDARD DISK, STAMPED NO 3-467.895.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0731 ***********************************************************************
 AN0731  DESIGNATION -  3
 AN0731  PID         -  AN0731
 AN0731  STATE/COUNTY-  TX/VICTORIA
 AN0731  USGS QUAD   -  VICTORIA EAST (1995)
 AN0731
 AN0731                         *CURRENT SURVEY CONTROL
 AN0731  ___________________________________________________________________
 AN0731* NAD 83(1986)-  28 50 50.     (N)    096 55 27.     (W)     SCALED    
 AN0731* NAVD 88     -        30.86   (+/-2cm)     101.2    (feet)  VERTCON   
 AN0731  ___________________________________________________________________
 AN0731  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0731
 AN0731  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0731
 AN0731.This mark is at Victoria Reg (VCT) Airport (VCT)
 AN0731
 AN0731.The horizontal coordinates were scaled from a topographic map and have
 AN0731.an estimated accuracy of +/- 6 seconds.
 AN0731
 AN0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0731.The vertical order pertains to the NGVD 29 superseded value.
 AN0731
 AN0731.The geoid height was determined by GEOID03.
 AN0731
 AN0731;                    North         East    Units  Estimated Accuracy
 AN0731;SPC TXSC     - 4,114,170.      802,530.      MT  (+/- 180 meters Scaled)
 AN0731
 AN0731                          SUPERSEDED SURVEY CONTROL
 AN0731
 AN0731  NGVD 29 (??/??/92)   30.93   (m)          101.5    (f) COMPUTED    2 0
 AN0731
 AN0731.Superseded values are not recommended for survey control.
 AN0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0731.See file dsdata.txt to determine how the superseded data were derived.
 AN0731
 AN0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS025928(NAD 83)
 AN0731_MARKER: DD = SURVEY DISK
 AN0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0731_SP_SET: PORCH
 AN0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0731
 AN0731  HISTORY     - Date     Condition        Report By
 AN0731  HISTORY     - UNK      MONUMENTED       DOD
 AN0731  HISTORY     - 1944     GOOD             NGS
 AN0731
 AN0731                          STATION DESCRIPTION
 AN0731
 AN0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 AN0731'IN FOSTER FIELD.
 AN0731'AT FOSTER FIELD VICTORIA COUNTY, ABOUT 0.5 MILE NORTH OF U.S. HIGHWAY
 AN0731'59, AT THE WATER-SUPPLY PUMPHOUSE, 20 FEET NORTHWEST OF THE NORTHWEST
 AN0731'EDGE OF A STEEL WATER TANK, 15 FEET NORTHEAST OF THE FRONT OF A SMALL
 AN0731'BUILDING, AND IN THE SOUTHEAST CORNER OF A CONCRETE PORCH.  A CORPS OF
 AN0731'ENGINEERS, U.S. ARMY, STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0866 ***********************************************************************
 FL0866  DESIGNATION -  3
 FL0866  PID         -  FL0866
 FL0866  STATE/COUNTY-  TX/CARSON
 FL0866  USGS QUAD   -  GROOM (1983)
 FL0866
 FL0866                         *CURRENT SURVEY CONTROL
 FL0866  ___________________________________________________________________
 FL0866* NAD 83(1986)-  35 11 56.     (N)    101 05 54.     (W)     SCALED    
 FL0866* NAVD 88     -       994.408  (meters)    3262.49   (feet)  ADJUSTED  
 FL0866  ___________________________________________________________________
 FL0866  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL0866  DYNAMIC HT  -         993.254 (meters)    3258.70  (feet)  COMP
 FL0866  MODELED GRAV-     979,439.8   (mgal)                       NAVD 88
 FL0866
 FL0866  VERT ORDER  -  FIRST     CLASS II
 FL0866
 FL0866.The horizontal coordinates were scaled from a topographic map and have
 FL0866.an estimated accuracy of +/- 6 seconds.
 FL0866
 FL0866.The orthometric height was determined by differential leveling
 FL0866.and adjusted by the National Geodetic Survey in June 1991..
 FL0866
 FL0866.The geoid height was determined by GEOID03.
 FL0866
 FL0866.The dynamic height is computed by dividing the NAVD 88
 FL0866.geopotential number by the normal gravity value computed on the
 FL0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0866.degrees latitude (g = 980.6199 gals.).
 FL0866
 FL0866.The modeled gravity was interpolated from observed gravity values.
 FL0866
 FL0866;                    North         East    Units  Estimated Accuracy
 FL0866;SPC TX N     - 1,133,080.      236,580.      MT  (+/- 180 meters Scaled)
 FL0866
 FL0866                          SUPERSEDED SURVEY CONTROL
 FL0866
 FL0866  NGVD 29 (??/??/92)  993.96   (m)         3261.0    (f) COMPUTED    1 2
 FL0866
 FL0866.Superseded values are not recommended for survey control.
 FL0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0866.See file dsdata.txt to determine how the superseded data were derived.
 FL0866
 FL0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD089971(NAD 83)
 FL0866_MARKER: Q = CHISELED SQUARE
 FL0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0866_SP_SET: CULVERT
 FL0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0866
 FL0866  HISTORY     - Date     Condition        Report By
 FL0866  HISTORY     - UNK      MONUMENTED       CGS
 FL0866  HISTORY     - 1943     GOOD             NGS
 FL0866  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0866
 FL0866                          STATION DESCRIPTION
 FL0866
 FL0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0866'0.8 MI E FROM GROOM.
 FL0866'0.8 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0866'THE STATION AT GROOM, CARSON COUNTY, ONE POLE EAST OF POLE 718/30, 125
 FL0866'YARDS EAST OF THE GROOM CITY LIMIT SIGN ON U.S. HIGHWAY 66, 75 FEET
 FL0866'NORTH OF THE CENTERLINE OF THE TRACK, AT A CONCRETE CULVERT UNDER THE
 FL0866'HIGHWAY, ON THE TOP OF THE EAST END OF THE SOUTH HEADWALL, AND 18 FEET
 FL0866'SOUTH OF THE CENTERLINE OF THE HIGHWAY. A CHISELED SQUARE. NOTE-- THE
 FL0866'ORIGIN OF THIS BENCH MARK IS UNKNOWN.
 FL0866
 FL0866                          STATION RECOVERY (1984)
 FL0866
 FL0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0866'THERE IS NOT A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0408 ***********************************************************************
 DP0408  DESIGNATION -  3
 DP0408  PID         -  DP0408
 DP0408  STATE/COUNTY-  TX/LUBBOCK
 DP0408  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0408
 DP0408                         *CURRENT SURVEY CONTROL
 DP0408  ___________________________________________________________________
 DP0408* NAD 83(1986)-  33 33 50.     (N)    101 59 27.     (W)     SCALED    
 DP0408* NAVD 88     -      1005.334  (meters)    3298.33   (feet)  ADJUSTED  
 DP0408  ___________________________________________________________________
 DP0408  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 DP0408  DYNAMIC HT  -        1004.026 (meters)    3294.04  (feet)  COMP
 DP0408  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 DP0408
 DP0408  VERT ORDER  -  SECOND    CLASS 0
 DP0408
 DP0408.The horizontal coordinates were scaled from a topographic map and have
 DP0408.an estimated accuracy of +/- 6 seconds.
 DP0408
 DP0408.The orthometric height was determined by differential leveling
 DP0408.and adjusted by the National Geodetic Survey in June 1991..
 DP0408
 DP0408.The geoid height was determined by GEOID03.
 DP0408
 DP0408.The dynamic height is computed by dividing the NAVD 88
 DP0408.geopotential number by the normal gravity value computed on the
 DP0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0408.degrees latitude (g = 980.6199 gals.).
 DP0408
 DP0408.The modeled gravity was interpolated from observed gravity values.
 DP0408
 DP0408;                    North         East    Units  Estimated Accuracy
 DP0408;SPC TXNC     - 2,215,770.      275,950.      MT  (+/- 180 meters Scaled)
 DP0408
 DP0408                          SUPERSEDED SURVEY CONTROL
 DP0408
 DP0408  NGVD 29 (??/??/92) 1004.956  (m)         3297.09   (f) ADJ UNCH    2 0
 DP0408
 DP0408.Superseded values are not recommended for survey control.
 DP0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0408.See file dsdata.txt to determine how the superseded data were derived.
 DP0408
 DP0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC223178(NAD 83)
 DP0408_MARKER: B = BOLT
 DP0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0408+STABILITY: SURFACE MOTION
 DP0408
 DP0408  HISTORY     - Date     Condition        Report By
 DP0408  HISTORY     - UNK      MONUMENTED       ATSFRR
 DP0408  HISTORY     - 1956     GOOD             NGS
 DP0408
 DP0408                          STATION DESCRIPTION
 DP0408
 DP0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DP0408'3.1 MI W FROM DOUD JUNCTION.
 DP0408'3.1 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0408'STATION AT DOUD JUNCTION, LUBBOCK COUNTY, 353 FEET EAST ALONG TRACKS
 DP0408'FROM CROSSING, 48 FEET NORTH PERPENDICULAR TO TRACKS, FLUSH WITH
 DP0408'GROUND.  A TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1147 ***********************************************************************
 FL1147  DESIGNATION -  3
 FL1147  PID         -  FL1147
 FL1147  STATE/COUNTY-  TX/POTTER
 FL1147  USGS QUAD   -  AMARILLO EAST (1973)
 FL1147
 FL1147                         *CURRENT SURVEY CONTROL
 FL1147  ___________________________________________________________________
 FL1147* NAD 83(1986)-  35 14 50.     (N)    101 47 01.     (W)     SCALED    
 FL1147* NAVD 88     -      1099.693  (meters)    3607.91   (feet)  ADJUSTED  
 FL1147  ___________________________________________________________________
 FL1147  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL1147  DYNAMIC HT  -        1098.391 (meters)    3603.64  (feet)  COMP
 FL1147  MODELED GRAV-     979,412.7   (mgal)                       NAVD 88
 FL1147
 FL1147  VERT ORDER  -  SECOND    CLASS 0
 FL1147
 FL1147.The horizontal coordinates were scaled from a topographic map and have
 FL1147.an estimated accuracy of +/- 6 seconds.
 FL1147
 FL1147.The orthometric height was determined by differential leveling
 FL1147.and adjusted by the National Geodetic Survey in June 1991..
 FL1147
 FL1147.The geoid height was determined by GEOID03.
 FL1147
 FL1147.The dynamic height is computed by dividing the NAVD 88
 FL1147.geopotential number by the normal gravity value computed on the
 FL1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1147.degrees latitude (g = 980.6199 gals.).
 FL1147
 FL1147.The modeled gravity was interpolated from observed gravity values.
 FL1147
 FL1147;                    North         East    Units  Estimated Accuracy
 FL1147;SPC TX N     - 1,138,400.      174,190.      MT  (+/- 180 meters Scaled)
 FL1147
 FL1147                          SUPERSEDED SURVEY CONTROL
 FL1147
 FL1147  NGVD 29 (??/??/92) 1099.181  (m)         3606.23   (f) ADJ UNCH    2 0
 FL1147
 FL1147.Superseded values are not recommended for survey control.
 FL1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1147.See file dsdata.txt to determine how the superseded data were derived.
 FL1147
 FL1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE467040(NAD 83)
 FL1147_MARKER: B = BOLT
 FL1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1147+STABILITY: SURFACE MOTION
 FL1147
 FL1147  HISTORY     - Date     Condition        Report By
 FL1147  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1147  HISTORY     - 1934     GOOD             NGS
 FL1147
 FL1147                          STATION DESCRIPTION
 FL1147
 FL1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1147'4.2 MI NW FROM AMARILLO.
 FL1147'4.2 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1147'AMARILLO, POTTER COUNTY, 161 FEET SOUTHEAST OF MILEPOST 3, 148 FEET
 FL1147'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTHWEST OF THE
 FL1147'RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0780 ***********************************************************************
 AJ0780  DESIGNATION -  3
 AJ0780  PID         -  AJ0780
 AJ0780  STATE/COUNTY-  TX/WEBB
 AJ0780  USGS QUAD   -  LAREDO EAST (1980)
 AJ0780
 AJ0780                         *CURRENT SURVEY CONTROL
 AJ0780  ___________________________________________________________________
 AJ0780* NAD 83(1986)-  27 30 04.     (N)    099 29 11.     (W)     SCALED    
 AJ0780* NAVD 88     -       128.430  (meters)     421.36   (feet)  ADJUSTED  
 AJ0780  ___________________________________________________________________
 AJ0780  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AJ0780  DYNAMIC HT  -         128.227 (meters)     420.69  (feet)  COMP
 AJ0780  MODELED GRAV-     979,064.9   (mgal)                       NAVD 88
 AJ0780
 AJ0780  VERT ORDER  -  FIRST     CLASS II
 AJ0780
 AJ0780.The horizontal coordinates were scaled from a topographic map and have
 AJ0780.an estimated accuracy of +/- 6 seconds.
 AJ0780
 AJ0780.The orthometric height was determined by differential leveling
 AJ0780.and adjusted by the National Geodetic Survey in June 1991..
 AJ0780
 AJ0780.The geoid height was determined by GEOID03.
 AJ0780
 AJ0780.The dynamic height is computed by dividing the NAVD 88
 AJ0780.geopotential number by the normal gravity value computed on the
 AJ0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0780.degrees latitude (g = 980.6199 gals.).
 AJ0780
 AJ0780.The modeled gravity was interpolated from observed gravity values.
 AJ0780
 AJ0780;                    North         East    Units  Estimated Accuracy
 AJ0780;SPC TX S     - 5,203,630.      202,540.      MT  (+/- 180 meters Scaled)
 AJ0780
 AJ0780                          SUPERSEDED SURVEY CONTROL
 AJ0780
 AJ0780  NGVD 29 (??/??/92)  128.458  (m)          421.45   (f) ADJ UNCH    1 2
 AJ0780
 AJ0780.Superseded values are not recommended for survey control.
 AJ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0780.See file dsdata.txt to determine how the superseded data were derived.
 AJ0780
 AJ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR519420(NAD 83)
 AJ0780_MARKER: DD = SURVEY DISK
 AJ0780_SETTING: 0 = UNSPECIFIED SETTING
 AJ0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0780
 AJ0780  HISTORY     - Date     Condition        Report By
 AJ0780  HISTORY     - UNK      MONUMENTED
 AJ0780  HISTORY     - 1943     GOOD             NGS
 AJ0780  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0780  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ0780
 AJ0780                          STATION DESCRIPTION
 AJ0780
 AJ0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AJ0780'IN LAREDO.
 AJ0780'TO REACH FROM THE TEX-MEX RAILROAD STATION AT LAREDO, PROCEED 1.7 MILE
 AJ0780'SOUTHEASTERLY ALONG THE TRACKS TO MILE POST NO. 3 AND SITE OF BENCH
 AJ0780'MARK.  BENCH MARK IS THE HIGHEST POINT ON A SECTION OF RAIL DRIVEN IN
 AJ0780'THE GROUND VERTICALLY.  IT IS ABOUT 130.0 FEET WEST OF THE SOUTHWEST
 AJ0780'CORNER OF THE CENTRAL POWER AND LIGHT CO. PLANT, 20.0 FEET SOUTH OF
 AJ0780'MILE POST NO. 3.  IT IS 14.0 FEET NORTH OF AND ABOUT 0.6 FOOT ABOVE
 AJ0780'THE CENTERLINE OF TRACK, 2.0 FEET SOUTH OF THE WEST END OF THE
 AJ0780'RETAINING WALL.  BENCH MARK PROJECTS 0.2 FOOT.
 AJ0780
 AJ0780                          STATION RECOVERY (1957)
 AJ0780
 AJ0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AJ0780'MARK NOT FOUND.
 AJ0780
 AJ0780                          STATION RECOVERY (2002)
 AJ0780
 AJ0780'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0120 ***********************************************************************
 AH0120  DESIGNATION -  3
 AH0120  PID         -  AH0120
 AH0120  STATE/COUNTY-  TX/NUECES
 AH0120  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0120
 AH0120                         *CURRENT SURVEY CONTROL
 AH0120  ___________________________________________________________________
 AH0120* NAD 83(1986)-  27 47 49.     (N)    097 23 45.     (W)     SCALED    
 AH0120* NAVD 88     -        12.127  (meters)      39.79   (feet)  ADJUSTED  
 AH0120  ___________________________________________________________________
 AH0120  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH0120  DYNAMIC HT  -          12.108 (meters)      39.72  (feet)  COMP
 AH0120  MODELED GRAV-     979,128.9   (mgal)                       NAVD 88
 AH0120
 AH0120  VERT ORDER  -  FIRST     CLASS II
 AH0120
 AH0120.The horizontal coordinates were scaled from a topographic map and have
 AH0120.an estimated accuracy of +/- 6 seconds.
 AH0120
 AH0120.The orthometric height was determined by differential leveling
 AH0120.and adjusted by the National Geodetic Survey in December 1997..
 AH0120
 AH0120.The geoid height was determined by GEOID03.
 AH0120
 AH0120.The dynamic height is computed by dividing the NAVD 88
 AH0120.geopotential number by the normal gravity value computed on the
 AH0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0120.degrees latitude (g = 980.6199 gals.).
 AH0120
 AH0120.The modeled gravity was interpolated from observed gravity values.
 AH0120
 AH0120;                    North         East    Units  Estimated Accuracy
 AH0120;SPC TX S     - 5,236,500.      408,810.      MT  (+/- 180 meters Scaled)
 AH0120
 AH0120                          SUPERSEDED SURVEY CONTROL
 AH0120
 AH0120  NAVD 88 (06/15/91)   12.083  (m)           39.64   (f) UNKNOWN     1 2
 AH0120  NGVD 29 (??/??/92)   12.27   (m)           40.3    (f) COMPUTED    1 2
 AH0120
 AH0120.Superseded values are not recommended for survey control.
 AH0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0120.See file dsdata.txt to determine how the superseded data were derived.
 AH0120
 AH0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR580757(NAD 83)
 AH0120_MARKER: DD = SURVEY DISK
 AH0120_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH0120_SP_SET: STEP
 AH0120_STAMPING: 3 40.535
 AH0120_MARK LOGO: TXHD  
 AH0120_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0120+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AH0120
 AH0120  HISTORY     - Date     Condition        Report By
 AH0120  HISTORY     - UNK      MONUMENTED       TXRD
 AH0120  HISTORY     - 1959     GOOD             NGS
 AH0120  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0120  HISTORY     - 19970209 GOOD             NGS
 AH0120  HISTORY     - 20040312 GOOD             USPSQD
 AH0120
 AH0120                          STATION DESCRIPTION
 AH0120
 AH0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0120'0.95 MI NE FROM CORPUS CHRISTI.
 AH0120'ABOUT 0.1 MILE EAST ALONG THE TEXAS MEXICAN RAILWAY FROM THE FREIGHT
 AH0120'STATION AT CORPUS CHRISTI, THENCE ABOUT 0.45 MILE NORTH ALONG NORTH
 AH0120'STAPLES STREET, THENCE ABOUT 0.35 MILE EAST ALONG LEOPARD STREET,
 AH0120'THENCE ABOUT 0.05 MILE NORTH ALONG UPPER BROADWAY, 26 FEET EAST OF THE
 AH0120'CENTER LINE OF THE STREET, 150 FEET NORTHEAST OF THE EAST ENTRANCE TO
 AH0120'THE PLAZA HOTEL, 67 FEET EAST-SOUTHEAST OF THE EAST ENTRANCE TO THE
 AH0120'DRISCOLL HOTEL, 14 FEET NORTH OF THE NORTH EDGE OF THE STEPS LEADING
 AH0120'DOWN FROM UPPER BROADWAY TO LOWER BROADWAY, IN THE TOP OF THE SECOND
 AH0120'GUARD RAIL POST NORTH OF THE STEPS, AND ABOUT 3 FEET ABOVE THE LEVEL
 AH0120'OF THE SIDEWALK.
 AH0120
 AH0120                          STATION RECOVERY (1978)
 AH0120
 AH0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0120'NOT RECOVERED THIS DATE.
 AH0120
 AH0120                          STATION RECOVERY (1997)
 AH0120
 AH0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0120'IN CORPUS CHRISTI, AT THE INTERSECTION OF LEOPARD STREET AND UPPER
 AH0120'BROADWAY, IN TOP OF THE 2ND GUARDRAIL POST NORTH OF A SET OF STEPS
 AH0120'LEADING FROM UPPER BROADWAY TO LOWER BROADWAY, 64.7 M (212.3 FT) NORTH
 AH0120'OF THE STREET CENTERLINE, 9.1 M (29.9 FT) EAST OF THE CENTERLINE OF
 AH0120'BROADWAY, 5.9 M (19.4 FT) NORTH OF THE CENTER OF THE STEPS, AND 1.0 M
 AH0120'(3.3 FT) ABOVE THE LEVEL OF BROADWAY.
 AH0120
 AH0120                          STATION RECOVERY (2004)
 AH0120
 AH0120'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0942 ***********************************************************************
 BZ0942  DESIGNATION -  3 1/2 USE
 BZ0942  PID         -  BZ0942
 BZ0942  STATE/COUNTY-  TX/BELL
 BZ0942  USGS QUAD   -  FORT HOOD (1995)
 BZ0942
 BZ0942                         *CURRENT SURVEY CONTROL
 BZ0942  ___________________________________________________________________
 BZ0942* NAD 83(1986)-  31 08 33.     (N)    097 45 49.     (W)     SCALED    
 BZ0942* NAVD 88     -       288.314  (meters)     945.91   (feet)  ADJUSTED  
 BZ0942  ___________________________________________________________________
 BZ0942  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BZ0942  DYNAMIC HT  -         287.929 (meters)     944.65  (feet)  COMP
 BZ0942  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 BZ0942
 BZ0942  VERT ORDER  -  FIRST     CLASS II
 BZ0942
 BZ0942.The horizontal coordinates were scaled from a topographic map and have
 BZ0942.an estimated accuracy of +/- 6 seconds.
 BZ0942
 BZ0942.The orthometric height was determined by differential leveling
 BZ0942.and adjusted by the National Geodetic Survey in June 1991..
 BZ0942
 BZ0942.The geoid height was determined by GEOID03.
 BZ0942
 BZ0942.The dynamic height is computed by dividing the NAVD 88
 BZ0942.geopotential number by the normal gravity value computed on the
 BZ0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0942.degrees latitude (g = 980.6199 gals.).
 BZ0942
 BZ0942.The modeled gravity was interpolated from observed gravity values.
 BZ0942
 BZ0942;                    North         East    Units  Estimated Accuracy
 BZ0942;SPC TX C     - 3,166,430.      945,000.      MT  (+/- 180 meters Scaled)
 BZ0942
 BZ0942                          SUPERSEDED SURVEY CONTROL
 BZ0942
 BZ0942  NGVD 29 (??/??/92)  288.231  (m)          945.64   (f) ADJ UNCH    1 2
 BZ0942
 BZ0942.Superseded values are not recommended for survey control.
 BZ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0942.See file dsdata.txt to determine how the superseded data were derived.
 BZ0942
 BZ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV178460(NAD 83)
 BZ0942_MARKER: DD = SURVEY DISK
 BZ0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0942+STABILITY: SURFACE MOTION
 BZ0942
 BZ0942  HISTORY     - Date     Condition        Report By
 BZ0942  HISTORY     - UNK      MONUMENTED       DOD
 BZ0942  HISTORY     - 1957     MARK NOT FOUND   DOD
 BZ0942  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0942
 BZ0942                          STATION DESCRIPTION
 BZ0942
 BZ0942'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0942'5.1 MI NW FROM KILLEEN.
 BZ0942'5.1 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 0.3 MILE WEST ALONG THE
 BZ0942'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION AT KILLEEN, 0.7
 BZ0942'MILE NORTH ALONG COLLEGE STREET, 0.1 MILE WEST ALONG DEAN STREET, 0.3
 BZ0942'MILE NORTH ALONG GARTH STREET, 0.8 MILE NORTH ALONG THE AIRPORT ROAD,
 BZ0942'1.1 MILES SOUTHWEST ALONG PARK AVENUE, 0.25 MILE SOUTH ALONG TWENTIETH
 BZ0942'STREET, 1.0 MILE WEST ALONG BATTALION AVENUE, 0.2 MILE NORTH ALONG
 BZ0942'THIRTY-SEVENTH STREET, 0.4 MILE WEST ALONG CENTRAL AVENUE, ON THE FORT
 BZ0942'HOOD MILITARY RESERVATION, AT A WATER TOWER, 28.7 FEET SOUTHWEST OF
 BZ0942'THE SOUTHWEST LEG, 55 FEET NORTH OF THE CENTERLINE OF CENTRAL AVENUE,
 BZ0942'5 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE, 2.3 FEET EAST OF A
 BZ0942'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 BZ0942'PROJECTING 0.4 FOOT ABOVE GROUND.
 BZ0942
 BZ0942                          STATION RECOVERY (2001)
 BZ0942
 BZ0942'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0162 ***********************************************************************
 AM0162  DESIGNATION -  3 26 4 TXRD
 AM0162  PID         -  AM0162
 AM0162  STATE/COUNTY-  TX/MATAGORDA
 AM0162  USGS QUAD   -  WADSWORTH (1972)
 AM0162
 AM0162                         *CURRENT SURVEY CONTROL
 AM0162  ___________________________________________________________________
 AM0162* NAD 83(1986)-  28 47 42.     (N)    095 55 58.     (W)     SCALED    
 AM0162* NAVD 88     -         8.05   (+/-2cm)      26.4    (feet)  VERTCON   
 AM0162  ___________________________________________________________________
 AM0162  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AM0162
 AM0162  VERT ORDER  -  THIRD (See Below)
 AM0162
 AM0162.The horizontal coordinates were scaled from a topographic map and have
 AM0162.an estimated accuracy of +/- 6 seconds.
 AM0162
 AM0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0162.The vertical order pertains to the NGVD 29 superseded value.
 AM0162
 AM0162.The geoid height was determined by GEOID03.
 AM0162
 AM0162;                    North         East    Units  Estimated Accuracy
 AM0162;SPC TXSC     - 4,110,510.      899,390.      MT  (+/- 180 meters Scaled)
 AM0162
 AM0162                          SUPERSEDED SURVEY CONTROL
 AM0162
 AM0162  NGVD 29 (??/??/??)    8.10   (m)           26.6    (f) RESET       3  
 AM0162
 AM0162.Superseded values are not recommended for survey control.
 AM0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0162.See file dsdata.txt to determine how the superseded data were derived.
 AM0162
 AM0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM137888(NAD 83)
 AM0162_MARKER: DB = BENCH MARK DISK
 AM0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0162_STAMPING: V 571 1941
 AM0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0162
 AM0162  HISTORY     - Date     Condition        Report By
 AM0162  HISTORY     - UNK      MONUMENTED       TXRD
 AM0162  HISTORY     - 1961     GOOD             NGS
 AM0162  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0162  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0162
 AM0162                          STATION DESCRIPTION
 AM0162
 AM0162'DESCRIBED BY TEXAS RECLAMATION DEPARTMENT UNK
 AM0162'3.9 MI NW FROM SARGENT.
 AM0162'3.9 MILES NORTHWEST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0162'OFFICE AT SARGENT, MATAGORDA COUNTY, 0.45 MILE NORTHWEST OF A ROAD
 AM0162'JUNCTION AT HAWKINSVILLE, 0.4 MILE NORTH OF A DRIVEWAY TO A COTTON GIN
 AM0162'ON THE WEST SIDE OF THE ROAD, ON THE OUTSIDE OF AN S-ROAD CURVE, 54
 AM0162'FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF THE FENCE POST
 AM0162'AT AN ANGLE IN THE FENCE, 3.5 FEET WEST OF A WHITE WOODEN WITNESS
 AM0162'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED V 571 1941
 AM0162'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AM0162'GROUND.  NOTE-- NOW IS ALONG F.M. ROAD 457.
 AM0162
 AM0162                          STATION RECOVERY (1961)
 AM0162
 AM0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AM0162'RECOVERED IN GOOD CONDITION.
 AM0162
 AM0162                          STATION RECOVERY (1978)
 AM0162
 AM0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0162'HEADWALL REBUILT.NOT RECOVERED.
 AM0162
 AM0162                          STATION RECOVERY (1978)
 AM0162
 AM0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0162'HEADWALL REBUILT.NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0798 ***********************************************************************
 CS0798  DESIGNATION -  3 393.37 TXRD
 CS0798  PID         -  CS0798
 CS0798  STATE/COUNTY-  TX/ELLIS
 CS0798  USGS QUAD   -  PALMER (1978)
 CS0798
 CS0798                         *CURRENT SURVEY CONTROL
 CS0798  ___________________________________________________________________
 CS0798* NAD 83(1986)-  32 27 36.     (N)    096 39 52.     (W)     SCALED    
 CS0798* NAVD 88     -       120.239  (meters)     394.48   (feet)  ADJUSTED  
 CS0798  ___________________________________________________________________
 CS0798  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CS0798  DYNAMIC HT  -         120.100 (meters)     394.03  (feet)  COMP
 CS0798  MODELED GRAV-     979,481.4   (mgal)                       NAVD 88
 CS0798
 CS0798  VERT ORDER  -  SECOND    CLASS 0
 CS0798
 CS0798.The horizontal coordinates were scaled from a topographic map and have
 CS0798.an estimated accuracy of +/- 6 seconds.
 CS0798
 CS0798.The orthometric height was determined by differential leveling
 CS0798.and adjusted by the National Geodetic Survey in June 1991..
 CS0798
 CS0798.The geoid height was determined by GEOID03.
 CS0798
 CS0798.The dynamic height is computed by dividing the NAVD 88
 CS0798.geopotential number by the normal gravity value computed on the
 CS0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0798.degrees latitude (g = 980.6199 gals.).
 CS0798
 CS0798.The modeled gravity was interpolated from observed gravity values.
 CS0798
 CS0798;                    North         East    Units  Estimated Accuracy
 CS0798;SPC TXNC     - 2,089,480.      772,550.      MT  (+/- 180 meters Scaled)
 CS0798
 CS0798                          SUPERSEDED SURVEY CONTROL
 CS0798
 CS0798  NGVD 29 (??/??/92)  120.25   (m)          394.5    (f) COMPUTED    2 0
 CS0798
 CS0798.Superseded values are not recommended for survey control.
 CS0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0798.See file dsdata.txt to determine how the superseded data were derived.
 CS0798
 CS0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA195938(NAD 83)
 CS0798_MARKER: DD = SURVEY DISK
 CS0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0798_SP_SET: WALL
 CS0798_STAMPING: NO 3 393.37
 CS0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0798
 CS0798  HISTORY     - Date     Condition        Report By
 CS0798  HISTORY     - UNK      MONUMENTED       TXRD
 CS0798  HISTORY     - 1946     GOOD             NGS
 CS0798
 CS0798                          STATION DESCRIPTION
 CS0798
 CS0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0798'1.9 MI N FROM PALMER.
 CS0798'1.9 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0798'STATION AT PALMER.  12.5 FEET SOUTH OF THE SOUTH END OF THE STEEL SPAN
 CS0798'OF THE BRIDGE OVER RED OAK CREEK, 10.0 FEET EAST OF THE CENTER LINE OF
 CS0798'THE TRACKS, 5.0 FEET NORTH OF THE SOUTH END OF THE RETAINING WALL, 2.5
 CS0798'FEET BELOW THE LEVEL OF THE TRACK.  A TEXAS RECLAMATION DEPARTMENT
 CS0798'BRONZE DISK SET IN THE TOP OF THE RETAINING WALL AT THE SOUTH END OF A
 CS0798'STEEL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1470 ***********************************************************************
 AE1470  DESIGNATION -  3 41 USBR 1946
 AE1470  PID         -  AE1470
 AE1470  STATE/COUNTY-  TX/HIDALGO
 AE1470  USGS QUAD   -  FAYSVILLE (1963)
 AE1470
 AE1470                         *CURRENT SURVEY CONTROL
 AE1470  ___________________________________________________________________
 AE1470* NAD 83(1993)-  26 24 20.81681(N)    098 14 54.30211(W)     ADJUSTED  
 AE1470* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 AE1470  ___________________________________________________________________
 AE1470  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AE1470  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE1470
 AE1470  HORZ ORDER  -  SECOND
 AE1470
 AE1470.The horizontal coordinates were established by classical geodetic methods
 AE1470.and adjusted by the National Geodetic Survey in February 1996..
 AE1470
 AE1470.The orthometric height was scaled from a topographic map.
 AE1470
 AE1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1470
 AE1470.The geoid height was determined by GEOID03.
 AE1470
 AE1470;                    North         East     Units Scale Factor Converg.
 AE1470;SPC TX S     - 5,081,914.049   325,099.413   MT  0.99994838   +0 06 51.2
 AE1470;SPC TX S     -16,672,913.01  1,066,596.99   sFT  0.99994838   +0 06 51.2
 AE1470;UTM  14      - 2,920,841.594   574,957.666   MT  0.99966937   +0 20 03.3
 AE1470
 AE1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1470!SPC TX S     -   0.99999657  x   0.99994838  =   0.99994495
 AE1470!UTM  14      -   0.99999657  x   0.99966937  =   0.99966594
 AE1470
 AE1470                          SUPERSEDED SURVEY CONTROL
 AE1470
 AE1470  NAD 83(1986)-  26 24 20.82249(N)    098 14 54.26766(W) AD(       ) 2
 AE1470  NAD 27      -  26 24 19.57894(N)    098 14 53.21918(W) AD(       ) 2
 AE1470
 AE1470.Superseded values are not recommended for survey control.
 AE1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1470.See file dsdata.txt to determine how the superseded data were derived.
 AE1470
 AE1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7495820842(NAD 83)
 AE1470_MARKER: B = BOLT
 AE1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1470_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1470+STABILITY: SURFACE MOTION
 AE1470
 AE1470  HISTORY     - Date     Condition        Report By
 AE1470  HISTORY     - 1946     MONUMENTED       WPRS
 AE1470
 AE1470                          STATION DESCRIPTION
 AE1470
 AE1470'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1946 (RCB)
 AE1470'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF EDINBURG ON
 AE1470'THE MONTE CHRISTO RANCH.  IT IS 26.85 FEET (8.184 METERS)
 AE1470'SOUTHWEST OF TRIANGULATION STATION MONTE CHRISTO.  THE MARK
 AE1470'IS A 4X4 INCH CONCRETE POST WITH A BOLT IN THE CENTER AND
 AE1470'PROJECTS ABOUT 4 INCHES.
 AE1470'
 AE1470'THE POINT OBSERVED UPON AND TRAVERSED TOO WAS THE SMALL
 AE1470'CENTER-PUNCHED HOLE IN THE TOP OF THE BOLT.
 AE1470'
 AE1470'TO REACH THE STATION FROM THE COURTHOUSE IN EDINBURG GO NORTH
 AE1470'ON U.S. HIGHWAY 281 FOR 2.45 MILES TO A CROSSROAD, TURN LEFT AND
 AE1470'GO WEST ON PAVED ROAD FOR 10.1 MILES TO A CURVE LEFT AND STATION
 AE1470'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0108 ***********************************************************************
 CC0108  DESIGNATION -  3 ARD USGS
 CC0108  PID         -  CC0108
 CC0108  STATE/COUNTY-  TX/MIDLAND
 CC0108  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0108
 CC0108                         *CURRENT SURVEY CONTROL
 CC0108  ___________________________________________________________________
 CC0108* NAD 83(1986)-  31 54 07.     (N)    102 03 04.     (W)     SCALED    
 CC0108* NAVD 88     -       833.361  (meters)    2734.12   (feet)  ADJUSTED  
 CC0108  ___________________________________________________________________
 CC0108  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CC0108  DYNAMIC HT  -         832.189 (meters)    2730.27  (feet)  COMP
 CC0108  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 CC0108
 CC0108  VERT ORDER  -  SECOND    CLASS 0
 CC0108
 CC0108.The horizontal coordinates were scaled from a topographic map and have
 CC0108.an estimated accuracy of +/- 6 seconds.
 CC0108
 CC0108.The orthometric height was determined by differential leveling
 CC0108.and adjusted by the National Geodetic Survey in June 1991..
 CC0108
 CC0108.The geoid height was determined by GEOID03.
 CC0108
 CC0108.The dynamic height is computed by dividing the NAVD 88
 CC0108.geopotential number by the normal gravity value computed on the
 CC0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0108.degrees latitude (g = 980.6199 gals.).
 CC0108
 CC0108.The modeled gravity was interpolated from observed gravity values.
 CC0108
 CC0108;                    North         East    Units  Estimated Accuracy
 CC0108;SPC TX C     - 3,249,060.      537,520.      MT  (+/- 180 meters Scaled)
 CC0108
 CC0108                          SUPERSEDED SURVEY CONTROL
 CC0108
 CC0108  NGVD 29 (??/??/92)  833.004  (m)         2732.95   (f) ADJ UNCH    2 0
 CC0108
 CC0108.Superseded values are not recommended for survey control.
 CC0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0108.See file dsdata.txt to determine how the superseded data were derived.
 CC0108
 CC0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR788333(NAD 83)
 CC0108_MARKER: DD = SURVEY DISK
 CC0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0108_SP_SET: FOOTING
 CC0108_STAMPING: 3 ARD 1964
 CC0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CC0108+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 CC0108
 CC0108  HISTORY     - Date     Condition        Report By
 CC0108  HISTORY     - 1964     MONUMENTED       USGS
 CC0108  HISTORY     - 1967     GOOD             NGS
 CC0108  HISTORY     - 20051201 GOOD             TXDOT
 CC0108
 CC0108                          STATION DESCRIPTION
 CC0108
 CC0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0108'6.7 MI S FROM MIDLAND.
 CC0108'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0108'THE STATION AT MIDLAND, THENCE 6.55 MILES SOUTH ALONG STATE HIGHWAY
 CC0108'349, AT A ROW OF PYLONS WITH LINES CROSSING THE HIGHWAY, 117 YARDS
 CC0108'NORTH OF THE JUNCTION OF THE HIGHWAY AND FARM TO MARKET ROAD NUMBER
 CC0108'1213, 96 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 CC0108'OF THE NORTHWEST SIDE OF THE CONCRETE FOOTING FOR THE NORTHWEST METAL
 CC0108'LEG OF A PYLON, 8 INCHES NORTHWEST OF THE LEG, 6 INCHES ABOVE THE
 CC0108'LEVEL OF THE GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 CC0108
 CC0108                          STATION RECOVERY (2005)
 CC0108
 CC0108'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2005 (JCW)
 CC0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0157 ***********************************************************************
 AW0157  DESIGNATION -  3 CMT 12
 AW0157  PID         -  AW0157
 AW0157  STATE/COUNTY-  TX/BRAZORIA
 AW0157  USGS QUAD   -  FRIENDSWOOD (1995)
 AW0157
 AW0157                         *CURRENT SURVEY CONTROL
 AW0157  ___________________________________________________________________
 AW0157* NAD 83(1986)-  29 31 09.     (N)    095 14 40.     (W)     SCALED    
 AW0157* NAVD 88     -        11.03   (+/-2cm)      36.2    (feet)  VERTCON   
 AW0157  ___________________________________________________________________
 AW0157  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW0157
 AW0157  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0157
 AW0157.This mark is at Clover Fld (T02) Airport (T02)
 AW0157
 AW0157.The horizontal coordinates were scaled from a topographic map and have
 AW0157.an estimated accuracy of +/- 6 seconds.
 AW0157
 AW0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0157.The vertical order pertains to the NGVD 29 superseded value.
 AW0157
 AW0157.The geoid height was determined by GEOID03.
 AW0157
 AW0157;                    North         East    Units  Estimated Accuracy
 AW0157;SPC TXSC     - 4,192,680.      963,980.      MT  (+/- 180 meters Scaled)
 AW0157
 AW0157                          SUPERSEDED SURVEY CONTROL
 AW0157
 AW0157  NGVD 29 (??/??/92)   11.022  (m)           36.16   (f) ADJ UNCH    1 1
 AW0157
 AW0157.Superseded values are not recommended for survey control.
 AW0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0157.See file dsdata.txt to determine how the superseded data were derived.
 AW0157
 AW0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN824676(NAD 83)
 AW0157_MARKER: DD = SURVEY DISK
 AW0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0157_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0157_STAMPING: 3CMT+12 1972 COE GALVESTON
 AW0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0157
 AW0157  HISTORY     - Date     Condition        Report By
 AW0157  HISTORY     - 1972     MONUMENTED       USE
 AW0157  HISTORY     - 1973     GOOD             NGS
 AW0157  HISTORY     - 1978     GOOD             NGS
 AW0157  HISTORY     - 1978     GOOD             NGS
 AW0157  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0157  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0157  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 AW0157
 AW0157                          STATION DESCRIPTION
 AW0157
 AW0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0157'IN CLOVER FIELD.
 AW0157'AT CLOVER FIELD AIRPORT, ALSO 3.3 MILES SOUTHEAST ALONG STATE HIGHWAY
 AW0157'35 FROM THE JUNCTION OF FARM ROAD 518 AT PEARLAND, THENCE 0.05 MILE
 AW0157'NORTHEAST ALONG COUNTY ROAD 126, THENCE 1.0 MILE EAST ALONG A SHELL
 AW0157'ROAD TO THE WEST ENTRANCE TO CLOVER FIELD AIRPORT, 146 FEET SOUTH AND
 AW0157'ACROSS THE ENTRANCE ROAD FROM BENCH MARK N 1184, 40.5 FEET SOUTHEAST
 AW0157'OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER COWART CREEK, 26 FEET
 AW0157'SOUTH OF THE CENTER LINE OF THE SHELL ROAD, ON THE INSIDE OF A CURVE,
 AW0157'6.9 FEET NORTHWEST OF A FENCE CORNER, SET ON THE TOP OF A 1 1/2-INCH
 AW0157'IRON PIPE THAT IS FLUSH WITH THE GROUND, AND ABOUT LEVEL WITH THE
 AW0157'SHELL ROAD.
 AW0157
 AW0157                          STATION RECOVERY (1978)
 AW0157
 AW0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0157'RECOVERED IN GOOD CONDITION.
 AW0157
 AW0157                          STATION RECOVERY (1978)
 AW0157
 AW0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0157'RECOVERED IN GOOD CONDITION.
 AW0157
 AW0157                          STATION RECOVERY (1986)
 AW0157
 AW0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0157'MARK NOT FOUND.
 AW0157
 AW0157                          STATION RECOVERY (1987)
 AW0157
 AW0157'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0157'MARK NOT FOUND.
 AW0157
 AW0157                          STATION RECOVERY (1996)
 AW0157
 AW0157'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2674 ***********************************************************************
 BY2674  DESIGNATION -  3 DD
 BY2674  PID         -  BY2674
 BY2674  STATE/COUNTY-  TX/NACOGDOCHES
 BY2674  USGS QUAD   -  GARRISON WEST (1984)
 BY2674
 BY2674                         *CURRENT SURVEY CONTROL
 BY2674  ___________________________________________________________________
 BY2674* NAD 83(1993)-  31 50 29.20411(N)    094 32 23.45506(W)     ADJUSTED  
 BY2674* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 BY2674  ___________________________________________________________________
 BY2674  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BY2674  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY2674
 BY2674  HORZ ORDER  -  SECOND
 BY2674
 BY2674.The horizontal coordinates were established by classical geodetic methods
 BY2674.and adjusted by the National Geodetic Survey in February 1996..
 BY2674
 BY2674.The orthometric height was scaled from a topographic map.
 BY2674
 BY2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2674
 BY2674.The geoid height was determined by GEOID03.
 BY2674
 BY2674;                    North         East     Units Scale Factor Converg.
 BY2674;SPC TX C     - 3,255,372.280 1,248,130.657   MT  0.99998902   +2 59 02.3
 BY2674;SPC TX C     -10,680,333.89  4,094,908.66   sFT  0.99998902   +2 59 02.3
 BY2674;SPC TXNC     - 2,026,447.453   974,795.980   MT  1.00009362   +2 09 35.4
 BY2674;SPC TXNC     - 6,648,436.35  3,198,143.14   sFT  1.00009362   +2 09 35.4
 BY2674;UTM  15      - 3,523,894.455   354,295.495   MT  0.99986183   -0 48 45.1
 BY2674
 BY2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2674!SPC TX C     -   0.99997718  x   0.99998902  =   0.99996620
 BY2674!SPC TXNC     -   0.99997718  x   1.00009362  =   1.00007080
 BY2674!UTM  15      -   0.99997718  x   0.99986183  =   0.99983901
 BY2674
 BY2674                          SUPERSEDED SURVEY CONTROL
 BY2674
 BY2674  NAD 83(1986)-  31 50 29.21398(N)    094 32 23.44571(W) AD(       ) 2
 BY2674  NAD 27      -  31 50 28.58840(N)    094 32 22.71130(W) AD(       ) 2
 BY2674
 BY2674.Superseded values are not recommended for survey control.
 BY2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2674.See file dsdata.txt to determine how the superseded data were derived.
 BY2674
 BY2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR5429523894(NAD 83)
 BY2674_MARKER: DB = BENCH MARK DISK
 BY2674_SETTING: 0 = UNSPECIFIED SETTING
 BY2674
 BY2674  HISTORY     - Date     Condition        Report By
 BY2674  HISTORY     - 1958     MONUMENTED       USGS
 BY2674  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2674
 BY2674                          STATION DESCRIPTION
 BY2674
 BY2674'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY2674'BM 3 DD USGS IS 57 FEET SOUTHEAST OF THE CENTER OF A
 BY2674'T-ROAD, 36 FEET SOUTH OF THE CENTER OF FARM ROAD NO. 1087 AND
 BY2674'2 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD
 BY2674'U.S. GEOLOGICAL SURVEY BENCH MARK, PROJECTS 2 INCHES ABOVE
 BY2674'THE SURFACE OF THE GROUND AND IS STAMPED 3 DD 1957.
 BY2674'
 BY2674'TO REACH THE STATION FROM THE POST OFFICE IN GARRISON, GO WESTERLY
 BY2674'ON STATE HIGHWAY NO. 95 FOR 1.6 MILES TO FARM ROAD NO. 1087,
 BY2674'TURN LEFT ON FARM ROAD NO. 1087 AND GO WEST FOR 1.9 MILES TO
 BY2674'THE STATION ON THE LEFT.
 BY2674
 BY2674                          STATION RECOVERY (1998)
 BY2674
 BY2674'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0469 ***********************************************************************
 BL0469  DESIGNATION -  3 F
 BL0469  PID         -  BL0469
 BL0469  STATE/COUNTY-  TX/LIBERTY
 BL0469  USGS QUAD   -  DAISETTA (1984)
 BL0469
 BL0469                         *CURRENT SURVEY CONTROL
 BL0469  ___________________________________________________________________
 BL0469* NAD 83(1986)-  30 07 11.     (N)    094 44 07.     (W)     SCALED    
 BL0469* NAVD 88     -        21.09   (+/-2cm)      69.2    (feet)  VERTCON   
 BL0469  ___________________________________________________________________
 BL0469  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0469
 BL0469  VERT ORDER  -  ? (See Below)
 BL0469
 BL0469.The horizontal coordinates were scaled from a topographic map and have
 BL0469.an estimated accuracy of +/- 6 seconds.
 BL0469
 BL0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0469.The vertical order pertains to the NGVD 29 superseded value.
 BL0469
 BL0469.The geoid height was determined by GEOID03.
 BL0469
 BL0469;                    North         East    Units  Estimated Accuracy
 BL0469;SPC TX C     - 3,063,800.    1,239,260.      MT  (+/- 180 meters Scaled)
 BL0469
 BL0469                          SUPERSEDED SURVEY CONTROL
 BL0469
 BL0469  NGVD 29 (??/??/92)   21.097  (m)           69.22   (f) ADJ UNCH    ?  
 BL0469
 BL0469.Superseded values are not recommended for survey control.
 BL0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0469.See file dsdata.txt to determine how the superseded data were derived.
 BL0469
 BL0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP328333(NAD 83)
 BL0469_MARKER: DD = SURVEY DISK
 BL0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0469_SP_SET: CULVERT
 BL0469_STAMPING: 3 F 69.236
 BL0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0469
 BL0469  HISTORY     - Date     Condition        Report By
 BL0469  HISTORY     - UNK      MONUMENTED
 BL0469  HISTORY     - 1938     GOOD             NGS
 BL0469  HISTORY     - 20050129 GOOD             USPSQD
 BL0469
 BL0469                          STATION DESCRIPTION
 BL0469
 BL0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BL0469'5.7 MI N FROM LIBERTY.
 BL0469'5.7 MILES NORTH ALONG STATE HIGHWAY 146 (OLD LOCATION) FROM LIBERTY,
 BL0469'LIBERTY COUNTY, ABOUT 1/4 MILE SOUTH OF A POINT 200 FEET WEST OF THE
 BL0469'VANDEVENTER RESIDENCE, AT A CULVERT, IN THE TOP OF THE EAST HEADWALL,
 BL0469'AND 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A TEXAS STATE
 BL0469'RECLAMATION DEPARTMENT STANDARD DISK, STAMPED 3 F 69.236.
 BL0469
 BL0469                          STATION RECOVERY (2005)
 BL0469
 BL0469'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0723 ***********************************************************************
 CR0723  DESIGNATION -  3 G
 CR0723  PID         -  CR0723
 CR0723  STATE/COUNTY-  TX/VAN ZANDT
 CR0723  USGS QUAD   -  BROWNSBORO (1984)
 CR0723
 CR0723                         *CURRENT SURVEY CONTROL
 CR0723  ___________________________________________________________________
 CR0723* NAD 83(1986)-  32 22 06.     (N)    095 35 10.     (W)     SCALED    
 CR0723* NAVD 88     -       151.478  (meters)     496.97   (feet)  ADJUSTED  
 CR0723  ___________________________________________________________________
 CR0723  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CR0723  DYNAMIC HT  -         151.301 (meters)     496.39  (feet)  COMP
 CR0723  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 CR0723
 CR0723  VERT ORDER  -  SECOND    CLASS 0
 CR0723
 CR0723.The horizontal coordinates were scaled from a topographic map and have
 CR0723.an estimated accuracy of +/- 6 seconds.
 CR0723
 CR0723.The orthometric height was determined by differential leveling
 CR0723.and adjusted by the National Geodetic Survey in June 1991..
 CR0723
 CR0723.The geoid height was determined by GEOID03.
 CR0723
 CR0723.The dynamic height is computed by dividing the NAVD 88
 CR0723.geopotential number by the normal gravity value computed on the
 CR0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0723.degrees latitude (g = 980.6199 gals.).
 CR0723
 CR0723.The modeled gravity was interpolated from observed gravity values.
 CR0723
 CR0723;                    North         East    Units  Estimated Accuracy
 CR0723;SPC TXNC     - 2,081,610.      874,190.      MT  (+/- 180 meters Scaled)
 CR0723
 CR0723                          SUPERSEDED SURVEY CONTROL
 CR0723
 CR0723  NGVD 29 (??/??/92)  151.499  (m)          497.04   (f) ADJ UNCH    2 0
 CR0723
 CR0723.Superseded values are not recommended for survey control.
 CR0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0723.See file dsdata.txt to determine how the superseded data were derived.
 CR0723
 CR0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR566842(NAD 83)
 CR0723_MARKER: DD = SURVEY DISK
 CR0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0723_STAMPING: 3 G 1946 497
 CR0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0723+STABILITY: SURFACE MOTION
 CR0723
 CR0723  HISTORY     - Date     Condition        Report By
 CR0723  HISTORY     - 1946     MONUMENTED       USGS
 CR0723  HISTORY     - 1948     GOOD             NGS
 CR0723  HISTORY     - 19950911 GOOD             USPSQD
 CR0723  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0723
 CR0723                          STATION DESCRIPTION
 CR0723
 CR0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0723'1.5 MI E FROM EDOM.
 CR0723'1.5 MILES EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT EDOM,
 CR0723'72.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE RESIDENCE OF M. B.
 CR0723'CROFT, 39.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 31.0 FEET
 CR0723'WEST OF THE CENTER LINE OF A DRIVE LEADING TO THE CROFT RESIDENCE, 2.0
 CR0723'FEET SOUTH OF A FENCE, 1.1 FEET EAST OF A REFERENCE POST, SET IN THE
 CR0723'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CR0723
 CR0723                          STATION RECOVERY (1995)
 CR0723
 CR0723'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0723'RECOVERED IN GOOD CONDITION.
 CR0723
 CR0723                          STATION RECOVERY (2004)
 CR0723
 CR0723'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0723'MARK NOT FOUND.  THE HIGHWAY LOCATION FOR THE MARK HAS CHANGED AND IS
 CR0723'NOW TEXAS FM 279.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0643 ***********************************************************************
 BM0643  DESIGNATION -  3 H USGS
 BM0643  PID         -  BM0643
 BM0643  STATE/COUNTY-  TX/TRAVIS
 BM0643  USGS QUAD   -  OAK HILL (1988)
 BM0643
 BM0643                         *CURRENT SURVEY CONTROL
 BM0643  ___________________________________________________________________
 BM0643* NAD 83(1986)-  30 14 03.     (N)    097 52 18.     (W)     SCALED    
 BM0643* NAVD 88     -       253.806  (meters)     832.70   (feet)  ADJUSTED  
 BM0643  ___________________________________________________________________
 BM0643  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 BM0643  DYNAMIC HT  -         253.454 (meters)     831.54  (feet)  COMP
 BM0643  MODELED GRAV-     979,250.1   (mgal)                       NAVD 88
 BM0643
 BM0643  VERT ORDER  -  SECOND    CLASS 0
 BM0643
 BM0643.The horizontal coordinates were scaled from a topographic map and have
 BM0643.an estimated accuracy of +/- 6 seconds.
 BM0643
 BM0643.The orthometric height was determined by differential leveling
 BM0643.and adjusted by the National Geodetic Survey in June 1991..
 BM0643
 BM0643.The geoid height was determined by GEOID03.
 BM0643
 BM0643.The dynamic height is computed by dividing the NAVD 88
 BM0643.geopotential number by the normal gravity value computed on the
 BM0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0643.degrees latitude (g = 980.6199 gals.).
 BM0643
 BM0643.The modeled gravity was interpolated from observed gravity values.
 BM0643
 BM0643;                    North         East    Units  Estimated Accuracy
 BM0643;SPC TX C     - 3,065,530.      936,930.      MT  (+/- 180 meters Scaled)
 BM0643
 BM0643                          SUPERSEDED SURVEY CONTROL
 BM0643
 BM0643  NGVD 29 (??/??/92)  253.709  (m)          832.38   (f) ADJ UNCH    2 0
 BM0643
 BM0643.Superseded values are not recommended for survey control.
 BM0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0643.See file dsdata.txt to determine how the superseded data were derived.
 BM0643
 BM0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU085452(NAD 83)
 BM0643_MARKER: P = PIPE CAP
 BM0643_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0643_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0643_STAMPING: 839 3-H 1925
 BM0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0643
 BM0643  HISTORY     - Date     Condition        Report By
 BM0643  HISTORY     - 1925     MONUMENTED       USGS
 BM0643  HISTORY     - 1933     GOOD             NGS
 BM0643  HISTORY     - 1973     MARK NOT FOUND   NGS
 BM0643  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 BM0643
 BM0643                          STATION DESCRIPTION
 BM0643
 BM0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0643'6.3 MI E FROM CEDAR VALLEY.
 BM0643'6.3 MILES EAST OF, ALONG STATE HIGHWAY NO. 20 0.75 MILE WEST OF SMALL
 BM0643'SETTLEMENT OF OAK HILL, NORTHWEST OF JUNCTION OF HIGHWAY WITH CROSS
 BM0643'ROAD.  NOTE-- CEDAR VALLEY NO LONGER EXISTS.
 BM0643
 BM0643                          STATION RECOVERY (1973)
 BM0643
 BM0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BM0643'MARK NOT FOUND.
 BM0643
 BM0643                          STATION RECOVERY (1995)
 BM0643
 BM0643'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0438 ***********************************************************************
 CE0438  DESIGNATION -  3 REB
 CE0438  PID         -  CE0438
 CE0438  STATE/COUNTY-  TX/EL PASO
 CE0438  USGS QUAD   -  SMELTERTOWN (1994)
 CE0438
 CE0438                         *CURRENT SURVEY CONTROL
 CE0438  ___________________________________________________________________
 CE0438* NAD 83(1986)-  31 51 15.     (N)    106 35 08.     (W)     SCALED    
 CE0438* NAVD 88     -      1143.178  (meters)    3750.58   (feet)  ADJUSTED  
 CE0438  ___________________________________________________________________
 CE0438  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0438  DYNAMIC HT  -        1141.481 (meters)    3745.01  (feet)  COMP
 CE0438  MODELED GRAV-     979,115.9   (mgal)                       NAVD 88
 CE0438
 CE0438  VERT ORDER  -  FIRST     CLASS II
 CE0438
 CE0438.The horizontal coordinates were scaled from a topographic map and have
 CE0438.an estimated accuracy of +/- 6 seconds.
 CE0438
 CE0438.The orthometric height was determined by differential leveling
 CE0438.and adjusted by the National Geodetic Survey in November 1996..
 CE0438
 CE0438.The geoid height was determined by GEOID03.
 CE0438
 CE0438.The dynamic height is computed by dividing the NAVD 88
 CE0438.geopotential number by the normal gravity value computed on the
 CE0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0438.degrees latitude (g = 980.6199 gals.).
 CE0438
 CE0438.The modeled gravity was interpolated from observed gravity values.
 CE0438
 CE0438;                    North         East    Units  Estimated Accuracy
 CE0438;SPC TX C     - 3,259,130.      108,590.      MT  (+/- 180 meters Scaled)
 CE0438
 CE0438                          SUPERSEDED SURVEY CONTROL
 CE0438
 CE0438  NAVD 88 (06/15/91) 1143.169  (m)         3750.55   (f) UNKNOWN     1 2
 CE0438
 CE0438.Superseded values are not recommended for survey control.
 CE0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0438.See file dsdata.txt to determine how the superseded data were derived.
 CE0438
 CE0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR499253(NAD 83)
 CE0438_MARKER: DD = SURVEY DISK
 CE0438_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CE0438_SP_SET: FOOTING
 CE0438_STAMPING: 3 REB 1979
 CE0438_MARK LOGO: USGS  
 CE0438_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0438+STABILITY: SURFACE MOTION
 CE0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0438+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0438
 CE0438  HISTORY     - Date     Condition        Report By
 CE0438  HISTORY     - 1979     MONUMENTED       USGS
 CE0438  HISTORY     - 1981     GOOD             NGS
 CE0438  HISTORY     - 19940418 GOOD             NGS
 CE0438  HISTORY     - 19951226 GOOD             USPSQD
 CE0438
 CE0438                          STATION DESCRIPTION
 CE0438
 CE0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0438'IN EL PASO.
 CE0438'THE MARK IS 0.6 M BELOW THE AVENUE.
 CE0438'IN EL PASO, AT THE JUNCTION OF DONIPHAN ROAD AND MULBERRY AVENUE, IN
 CE0438'THE NORTHEAST CORNER OF A 3 FT SQUARE CONCRETE FOUNDATION FOR A FIRE
 CE0438'HYDRANT, 14.9 METERS (48.9 FT) WEST OF THE NEAR RAIL OF THE ATCHISON,
 CE0438'TOPEKA AND SANTA FE RAILROAD, 6.8 METERS (22.5 FT) NORTH OF THE
 CE0438'CENTER OF THE AVENUE, 5.8 METERS (19.0 FT) EAST OF THE EXTENDED
 CE0438'CENTER OF CHARL ANN STREET AND 0.5 METER (1.8 FT) NORTHEAST OF
 CE0438'THE FIRE HYDRANT.
 CE0438
 CE0438                          STATION RECOVERY (1994)
 CE0438
 CE0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0438'IN EL PASO, AT THE INTERSECTION OF DONIPHAN DRIVE AND MULBERRY AVENUE,
 CE0438'IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A
 CE0438'CONCRETE FOOTING FOR A FIRE HYDRANT, 35.5 M (116.5 FT) SOUTHWEST OF
 CE0438'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE DRIVE, 14.9 M
 CE0438'(48.9 FT) SOUTHWEST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 6.6 M
 CE0438'(21.7 FT) NORTH OF THE AVENUE CENTERLINE, AND 0.5 M (1.6 FT) BELOW
 CE0438'THE LEVEL OF THE AVENUE.
 CE0438
 CE0438                          STATION RECOVERY (1995)
 CE0438
 CE0438'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2272 ***********************************************************************
 BY2272  DESIGNATION -  3 S
 BY2272  PID         -  BY2272
 BY2272  STATE/COUNTY-  TX/ANDERSON
 BY2272  USGS QUAD   -  BLACKFOOT (1982)
 BY2272
 BY2272                         *CURRENT SURVEY CONTROL
 BY2272  ___________________________________________________________________
 BY2272* NAD 83(1986)-  31 59 18.     (N)    095 47 37.     (W)     SCALED    
 BY2272* NAVD 88     -       152.079  (meters)     498.95   (feet)  ADJUSTED  
 BY2272  ___________________________________________________________________
 BY2272  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BY2272  DYNAMIC HT  -         151.900 (meters)     498.36  (feet)  COMP
 BY2272  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 BY2272
 BY2272  VERT ORDER  -  SECOND    CLASS 0
 BY2272
 BY2272.The horizontal coordinates were scaled from a topographic map and have
 BY2272.an estimated accuracy of +/- 6 seconds.
 BY2272
 BY2272.The orthometric height was determined by differential leveling
 BY2272.and adjusted by the National Geodetic Survey in June 1991..
 BY2272
 BY2272.The geoid height was determined by GEOID03.
 BY2272
 BY2272.The dynamic height is computed by dividing the NAVD 88
 BY2272.geopotential number by the normal gravity value computed on the
 BY2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2272.degrees latitude (g = 980.6199 gals.).
 BY2272
 BY2272.The modeled gravity was interpolated from observed gravity values.
 BY2272
 BY2272;                    North         East    Units  Estimated Accuracy
 BY2272;SPC TX C     - 3,266,140.    1,128,920.      MT  (+/- 180 meters Scaled)
 BY2272
 BY2272                          SUPERSEDED SURVEY CONTROL
 BY2272
 BY2272  NGVD 29 (??/??/92)  152.072  (m)          498.92   (f) ADJ UNCH    2 0
 BY2272
 BY2272.Superseded values are not recommended for survey control.
 BY2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2272.See file dsdata.txt to determine how the superseded data were derived.
 BY2272
 BY2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR360425(NAD 83)
 BY2272_MARKER: DD = SURVEY DISK
 BY2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2272_STAMPING: 3 S 1946 399
 BY2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2272+STABILITY: SURFACE MOTION
 BY2272
 BY2272  HISTORY     - Date     Condition        Report By
 BY2272  HISTORY     - 1946     MONUMENTED       USGS
 BY2272  HISTORY     - 1947     GOOD             NGS
 BY2272
 BY2272                          STATION DESCRIPTION
 BY2272
 BY2272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2272'1.6 MI W FROM BRADFORD.
 BY2272'ALONG A NARROW OIL ROAD, 1.6 MILES WEST OF WOODS STORE AT BRADFORD,
 BY2272'ABOUT 250 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 38
 BY2272'FEET NORTH OF THE CENTER OF THE ROAD, 1 FOOT NORTH OF A WIRE FENCE, 2
 BY2272'FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1074 ***********************************************************************
 AY1074  DESIGNATION -  3 TXHD
 AY1074  PID         -  AY1074
 AY1074  STATE/COUNTY-  TX/KENDALL
 AY1074  USGS QUAD   -  BOERNE (1982)
 AY1074
 AY1074                         *CURRENT SURVEY CONTROL
 AY1074  ___________________________________________________________________
 AY1074* NAD 83(1986)-  29 46 50.     (N)    098 43 49.     (W)     SCALED    
 AY1074* NAVD 88     -       438.708  (meters)    1439.33   (feet)  POSTED    
 AY1074  ___________________________________________________________________
 AY1074  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AY1074  DYNAMIC HT  -         438.070 (meters)    1437.23  (feet)  COMP
 AY1074  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 AY1074
 AY1074  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AY1074
 AY1074.The horizontal coordinates were scaled from a topographic map and have
 AY1074.an estimated accuracy of +/- 6 seconds.
 AY1074
 AY1074.The orthometric height was determined by differential leveling
 AY1074.and adjusted by the National Geodetic Survey in 1992..
 AY1074.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AY1074.rate greater than 8.0 mm/km.
 AY1074
 AY1074.The geoid height was determined by GEOID03.
 AY1074
 AY1074.The dynamic height is computed by dividing the NAVD 88
 AY1074.geopotential number by the normal gravity value computed on the
 AY1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1074.degrees latitude (g = 980.6199 gals.).
 AY1074
 AY1074.The modeled gravity was interpolated from observed gravity values.
 AY1074
 AY1074;                    North         East    Units  Estimated Accuracy
 AY1074;SPC TXSC     - 4,215,840.      626,080.      MT  (+/- 180 meters Scaled)
 AY1074
 AY1074                          SUPERSEDED SURVEY CONTROL
 AY1074
 AY1074  NGVD 29 (??/??/92)  438.614  (m)         1439.02   (f) ADJ UNCH    2 0
 AY1074
 AY1074.Superseded values are not recommended for survey control.
 AY1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1074.See file dsdata.txt to determine how the superseded data were derived.
 AY1074
 AY1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT260945(NAD 83)
 AY1074_MARKER: DD = SURVEY DISK
 AY1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1074+STABILITY: SURFACE MOTION
 AY1074
 AY1074  HISTORY     - Date     Condition        Report By
 AY1074  HISTORY     - UNK      MONUMENTED       TXHD
 AY1074  HISTORY     - 1953     GOOD             NGS
 AY1074  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1074  HISTORY     - 1987     GOOD             USPSQD
 AY1074
 AY1074                          STATION DESCRIPTION
 AY1074
 AY1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1074'0.9 MI S FROM BOERNE.
 AY1074'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1074'165 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTH OF THE
 AY1074'CENTER LINE OF A FARM ROAD WHICH IS NOW UNDER CONSTRUCTION, 29 FEET
 AY1074'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE HOUSE, 8 FEET WEST
 AY1074'OF A TELEPHONE POLE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 AY1074'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AY1074
 AY1074                          STATION RECOVERY (1982)
 AY1074
 AY1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1074'SEARCHED FOR, NOT RECOVERED THIS DATE, ASSUME THE MARK WAS COVERED UP
 AY1074'OR KNOCKED OUT WHEN ROAD WAS RECONSTRUCTED.
 AY1074
 AY1074                          STATION RECOVERY (1987)
 AY1074
 AY1074'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AY1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1244 ***********************************************************************
 AB1244  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1244  DESIGNATION -  3 USE
 AB1244  PID         -  AB1244
 AB1244  STATE/COUNTY-  TX/CAMERON
 AB1244  USGS QUAD   -  PORT ISABEL (1983)
 AB1244
 AB1244                         *CURRENT SURVEY CONTROL
 AB1244  ___________________________________________________________________
 AB1244* NAD 83(1986)-  26 04 02.     (N)    097 09 18.     (W)     SCALED    
 AB1244* NAVD 88     -         1.314  (meters)       4.31   (feet)  ADJUSTED  
 AB1244  ___________________________________________________________________
 AB1244  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 AB1244  DYNAMIC HT  -           1.312 (meters)       4.30  (feet)  COMP
 AB1244  MODELED GRAV-     979,069.5   (mgal)                       NAVD 88
 AB1244
 AB1244  VERT ORDER  -  FIRST     CLASS II
 AB1244
 AB1244.The horizontal coordinates were scaled from a topographic map and have
 AB1244.an estimated accuracy of +/- 6 seconds.
 AB1244
 AB1244.The orthometric height was determined by differential leveling
 AB1244.and adjusted by the National Geodetic Survey in June 1991..
 AB1244
 AB1244.This Tidal Bench Mark is designated as VM 1701
 AB1244.by the Center for Operational Oceanographic Products and Services.
 AB1244
 AB1244.The geoid height was determined by GEOID03.
 AB1244
 AB1244.The dynamic height is computed by dividing the NAVD 88
 AB1244.geopotential number by the normal gravity value computed on the
 AB1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1244.degrees latitude (g = 980.6199 gals.).
 AB1244
 AB1244.The modeled gravity was interpolated from observed gravity values.
 AB1244
 AB1244;                    North         East    Units  Estimated Accuracy
 AB1244;SPC TX S     - 5,045,100.      434,580.      MT  (+/- 180 meters Scaled)
 AB1244
 AB1244                          SUPERSEDED SURVEY CONTROL
 AB1244
 AB1244.No superseded survey control is available for this station.
 AB1244
 AB1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP845844(NAD 83)
 AB1244_MARKER: DJ = TIDAL STATION DISK
 AB1244_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB1244_SP_SET: LARGE ROCK JETTIES
 AB1244_STAMPING: 3 1934
 AB1244_MARK LOGO: USE   
 AB1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1244+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2006
 AB1244
 AB1244  HISTORY     - Date     Condition        Report By
 AB1244  HISTORY     - 1934     MONUMENTED       USE
 AB1244  HISTORY     - 1982     GOOD             NGS
 AB1244  HISTORY     - 1987     GOOD             USPSQD
 AB1244  HISTORY     - 19910306 GOOD             USPSQD
 AB1244  HISTORY     - 19971011 GOOD             USPSQD
 AB1244  HISTORY     - 20060101 GOOD             USPSQD
 AB1244
 AB1244                          STATION DESCRIPTION
 AB1244
 AB1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1244'2.2 KM (1.4 MI) SE FROM SOUTH PADRE ISLAND.
 AB1244'2.2 KM (1.4 MI) SOUTHEAST ALONG STATE PARK ROAD 100 SOUTH FROM THE
 AB1244'JUNCTION OF STATE PARK ROAD 100 NORTH AND STATE HIGHWAY 100 WEST IN
 AB1244'SOUTH PADRE ISLAND TO THE JETTIES RESTAURANT AND LOUNGE THAT IS
 AB1244'LOCATED AT THE EXTREME SOUTHEAST END OF SOUTH PADRE ISLAND BY THE
 AB1244'NORTH END OF THE JETTIES, A USE DISK SET IN THE CENTER OF THE NORTH
 AB1244'JETTIES AT THE ENTRANCE TO PORT ISABEL CHANNEL ON SOUTH PADRE ISLAND,
 AB1244'157.5 METERS (567.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 AB1244'RESTAURANT AND 30.4 METERS (100.0 FT) EAST OF BENCH MARK 2 USE 1934.
 AB1244'THE MARK IS ABOVE LEVEL WITH JETTIE.
 AB1244
 AB1244                          STATION RECOVERY (1987)
 AB1244
 AB1244'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB1244'RECOVERED IN GOOD CONDITION.
 AB1244
 AB1244                          STATION RECOVERY (1991)
 AB1244
 AB1244'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1244'RECOVERED IN GOOD CONDITION.
 AB1244
 AB1244                          STATION RECOVERY (1997)
 AB1244
 AB1244'RECOVERY NOTE BY US POWER SQUADRON 1997
 AB1244'RECOVERED IN GOOD CONDITION.
 AB1244
 AB1244                          STATION RECOVERY (2006)
 AB1244
 AB1244'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AB1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0941 ***********************************************************************
 BZ0941  DESIGNATION -  3 USE
 BZ0941  PID         -  BZ0941
 BZ0941  STATE/COUNTY-  TX/BELL
 BZ0941  USGS QUAD   -  FORT HOOD (1995)
 BZ0941
 BZ0941                         *CURRENT SURVEY CONTROL
 BZ0941  ___________________________________________________________________
 BZ0941* NAD 83(1986)-  31 08 29.     (N)    097 45 27.     (W)     SCALED    
 BZ0941* NAVD 88     -       280.768  (meters)     921.15   (feet)  ADJUSTED  
 BZ0941  ___________________________________________________________________
 BZ0941  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ0941  DYNAMIC HT  -         280.393 (meters)     919.92  (feet)  COMP
 BZ0941  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 BZ0941
 BZ0941  VERT ORDER  -  FIRST     CLASS II
 BZ0941
 BZ0941.The horizontal coordinates were scaled from a topographic map and have
 BZ0941.an estimated accuracy of +/- 6 seconds.
 BZ0941
 BZ0941.The orthometric height was determined by differential leveling
 BZ0941.and adjusted by the National Geodetic Survey in June 1991..
 BZ0941
 BZ0941.The geoid height was determined by GEOID03.
 BZ0941
 BZ0941.The dynamic height is computed by dividing the NAVD 88
 BZ0941.geopotential number by the normal gravity value computed on the
 BZ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0941.degrees latitude (g = 980.6199 gals.).
 BZ0941
 BZ0941.The modeled gravity was interpolated from observed gravity values.
 BZ0941
 BZ0941;                    North         East    Units  Estimated Accuracy
 BZ0941;SPC TX C     - 3,166,320.      945,590.      MT  (+/- 180 meters Scaled)
 BZ0941
 BZ0941                          SUPERSEDED SURVEY CONTROL
 BZ0941
 BZ0941  NGVD 29 (??/??/92)  280.686  (m)          920.88   (f) ADJ UNCH    1 2
 BZ0941
 BZ0941.Superseded values are not recommended for survey control.
 BZ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0941.See file dsdata.txt to determine how the superseded data were derived.
 BZ0941
 BZ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV184459(NAD 83)
 BZ0941_MARKER: Q = CHISELED SQUARE
 BZ0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0941_SP_SET: CULVERT
 BZ0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0941
 BZ0941  HISTORY     - Date     Condition        Report By
 BZ0941  HISTORY     - UNK      MONUMENTED       DOD
 BZ0941  HISTORY     - 1957     GOOD             DOD
 BZ0941  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0941
 BZ0941                          STATION DESCRIPTION
 BZ0941
 BZ0941'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0941'4.8 MI NW FROM KILLEEN.
 BZ0941'4.8 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 0.3 MILE WEST ALONG THE
 BZ0941'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.7 MILE NORTH
 BZ0941'ALONG COLLEGE STREET, 0.1 MILE WEST ALONG DEAN STREET, 0.3 MILE NORTH
 BZ0941'ALONG GARTH STREET, 0.8 MILE NORTH ALONG THE AIRPORT ROAD, 1.1 MILES
 BZ0941'SOUTHWEST ALONG PARK AVENUE, 0.25 MILE SOUTH ALONG TWENTIETH STREET,
 BZ0941'1.0 MILE WEST ALONG BATTALION AVENUE, 0.2 MILE NORTH ALONG
 BZ0941'THIRTY-SEVENTH STREET.  IT IS ON THE FORT HOOD MILITARY RESERVATION,
 BZ0941'80.6 FEET WEST OF THE CENTER OF AN INTERSECTION OF CENTRAL AVENUE, AT
 BZ0941'A 2- BY 6-FOOT CONCRETE CULVERT UNDER CENTRAL AVENUE, ON THE TOP OF
 BZ0941'THE WEST END OF THE NORTH HEADWALL, AND 22 FEET NORTH OF THE
 BZ0941'CENTERLINE OF CENTRAL AVENUE.
 BZ0941
 BZ0941                          STATION RECOVERY (2001)
 BZ0941
 BZ0941'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1467 ***********************************************************************
 AJ1467  DESIGNATION -  3 WR
 AJ1467  PID         -  AJ1467
 AJ1467  STATE/COUNTY-  TX/WEBB
 AJ1467  USGS QUAD   -  DOLORES RANCH (1965)
 AJ1467
 AJ1467                         *CURRENT SURVEY CONTROL
 AJ1467  ___________________________________________________________________
 AJ1467* NAD 83(1986)-  27 39 07.     (N)    099 37 41.     (W)     SCALED    
 AJ1467* NAVD 88     -       132.12   (+/-2cm)     433.5    (feet)  VERTCON   
 AJ1467  ___________________________________________________________________
 AJ1467  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AJ1467
 AJ1467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1467
 AJ1467.The horizontal coordinates were scaled from a topographic map and have
 AJ1467.an estimated accuracy of +/- 6 seconds.
 AJ1467
 AJ1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1467.The vertical order pertains to the NGVD 29 superseded value.
 AJ1467
 AJ1467.The geoid height was determined by GEOID03.
 AJ1467
 AJ1467;                    North         East    Units  Estimated Accuracy
 AJ1467;SPC TX S     - 5,220,450.      188,690.      MT  (+/- 180 meters Scaled)
 AJ1467
 AJ1467                          SUPERSEDED SURVEY CONTROL
 AJ1467
 AJ1467  NGVD 29 (??/??/92)  132.11   (m)          433.4    (f) COMPUTED    2 0
 AJ1467
 AJ1467.Superseded values are not recommended for survey control.
 AJ1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1467.See file dsdata.txt to determine how the superseded data were derived.
 AJ1467
 AJ1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR380588(NAD 83)
 AJ1467_MARKER: DB = BENCH MARK DISK
 AJ1467_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1467_SP_SET: CONCRETE BRIDGE ABUTMENT
 AJ1467_STAMPING: 3 WR 435 1964
 AJ1467_MARK LOGO: USGS  
 AJ1467_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1467
 AJ1467  HISTORY     - Date     Condition        Report By
 AJ1467  HISTORY     - 1964     MONUMENTED       USGS
 AJ1467
 AJ1467                          STATION DESCRIPTION
 AJ1467
 AJ1467'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1467'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 8.7 MILES NORTHWEST
 AJ1467'ALONG TEXAS FARM ROAD 1472, AT A CONCRETE BRIDGE OVER SAN ISABEL
 AJ1467'CREEK, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0203 ***********************************************************************
 AH0203  DESIGNATION -  3 WWF USGS
 AH0203  PID         -  AH0203
 AH0203  STATE/COUNTY-  TX/SAN PATRICIO
 AH0203  USGS QUAD   -  GREGORY (1975)
 AH0203
 AH0203                         *CURRENT SURVEY CONTROL
 AH0203  ___________________________________________________________________
 AH0203* NAD 83(1986)-  27 57 46.     (N)    097 22 06.     (W)     SCALED    
 AH0203* NAVD 88     -        12.377  (meters)      40.61   (feet)  ADJUSTED  
 AH0203  ___________________________________________________________________
 AH0203  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AH0203  DYNAMIC HT  -          12.358 (meters)      40.54  (feet)  COMP
 AH0203  MODELED GRAV-     979,135.7   (mgal)                       NAVD 88
 AH0203
 AH0203  VERT ORDER  -  FIRST     CLASS II
 AH0203
 AH0203.The horizontal coordinates were scaled from a topographic map and have
 AH0203.an estimated accuracy of +/- 6 seconds.
 AH0203
 AH0203.The orthometric height was determined by differential leveling
 AH0203.and adjusted by the National Geodetic Survey in June 1991..
 AH0203
 AH0203.The geoid height was determined by GEOID03.
 AH0203
 AH0203.The dynamic height is computed by dividing the NAVD 88
 AH0203.geopotential number by the normal gravity value computed on the
 AH0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0203.degrees latitude (g = 980.6199 gals.).
 AH0203
 AH0203.The modeled gravity was interpolated from observed gravity values.
 AH0203
 AH0203;                    North         East    Units  Estimated Accuracy
 AH0203;SPC TX S     - 5,254,900.      411,350.      MT  (+/- 180 meters Scaled)
 AH0203
 AH0203                          SUPERSEDED SURVEY CONTROL
 AH0203
 AH0203  NGVD 29 (??/??/92)   12.56   (m)           41.2    (f) COMPUTED    1 2
 AH0203
 AH0203.Superseded values are not recommended for survey control.
 AH0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0203.See file dsdata.txt to determine how the superseded data were derived.
 AH0203
 AH0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR604941(NAD 83)
 AH0203_MARKER: DD = SURVEY DISK
 AH0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0203_STAMPING: 3 WWF 1950 TT
 AH0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0203+STABILITY: SURFACE MOTION
 AH0203
 AH0203  HISTORY     - Date     Condition        Report By
 AH0203  HISTORY     - 1950     MONUMENTED       USGS
 AH0203  HISTORY     - 1959     GOOD             NGS
 AH0203  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0203  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0203
 AH0203                          STATION DESCRIPTION
 AH0203
 AH0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0203'2.1 MI SE FROM TAFT.
 AH0203'ABOUT 2.1 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0203'FROM THE STATION AT TAFT, 38 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 122
 AH0203'FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 2 FEET NORTHWEST OF A
 AH0203'TELEPHONE POLE, 0.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2
 AH0203'FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 AH0203'PROJECTING 2 INCHES.
 AH0203
 AH0203                          STATION RECOVERY (1978)
 AH0203
 AH0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0203'SEARCHED FOR NOT RECOVERED THIS DATE.
 AH0203
 AH0203                          STATION RECOVERY (1995)
 AH0203
 AH0203'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0754 ***********************************************************************
 CE0754  DESIGNATION -  3 X
 CE0754  PID         -  CE0754
 CE0754  STATE/COUNTY-  TX/EL PASO
 CE0754  USGS QUAD   -  EL PASO (1997)
 CE0754
 CE0754                         *CURRENT SURVEY CONTROL
 CE0754  ___________________________________________________________________
 CE0754* NAD 83(1986)-  31 45 37.     (N)    106 27 58.     (W)     SCALED    
 CE0754* NAVD 88     -      1130.230  (meters)    3708.10   (feet)  ADJUSTED  
 CE0754  ___________________________________________________________________
 CE0754  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0754  DYNAMIC HT  -        1128.528 (meters)    3702.51  (feet)  COMP
 CE0754  MODELED GRAV-     979,095.3   (mgal)                       NAVD 88
 CE0754
 CE0754  VERT ORDER  -  FIRST     CLASS I
 CE0754
 CE0754.The horizontal coordinates were scaled from a topographic map and have
 CE0754.an estimated accuracy of +/- 6 seconds.
 CE0754
 CE0754.The orthometric height was determined by differential leveling
 CE0754.and adjusted by the National Geodetic Survey in November 1996..
 CE0754
 CE0754.The geoid height was determined by GEOID03.
 CE0754
 CE0754.The dynamic height is computed by dividing the NAVD 88
 CE0754.geopotential number by the normal gravity value computed on the
 CE0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0754.degrees latitude (g = 980.6199 gals.).
 CE0754
 CE0754.The modeled gravity was interpolated from observed gravity values.
 CE0754
 CE0754;                    North         East    Units  Estimated Accuracy
 CE0754;SPC TX C     - 3,248,110.      119,300.      MT  (+/- 180 meters Scaled)
 CE0754
 CE0754                          SUPERSEDED SURVEY CONTROL
 CE0754
 CE0754.No superseded survey control is available for this station.
 CE0754
 CE0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR611148(NAD 83)
 CE0754_MARKER: DU = BOUNDARY MARKER
 CE0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0754_SP_SET: CONCRETE POST
 CE0754_MARK LOGO: IBWC  
 CE0754_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0754+STABILITY: SURFACE MOTION
 CE0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0754+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0754
 CE0754  HISTORY     - Date     Condition        Report By
 CE0754  HISTORY     - UNK      MONUMENTED       IBWC
 CE0754  HISTORY     - 19930112 GOOD             NGS
 CE0754
 CE0754                          STATION DESCRIPTION
 CE0754
 CE0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0754'2.7 KM (1.65 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0754'THE RIO GRANDE RIVER LEVEE FROM THE EL PASO STREET INTERNATIONAL
 CE0754'BRIDGE IN EL PASO, 4.8 M (15.7 FT) NORTH OF A CONCRETE RETAINING WALL
 CE0754'AND FENCE AT AN AREA PAINTED PT. 3 54+75, 0.7 M (2.3 FT) NORTH OF THE
 CE0754'ROAD CENTER, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE
 CE0754'ROAD SURFACE.  NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0312 ***********************************************************************
 BL0312  DESIGNATION -  30
 BL0312  PID         -  BL0312
 BL0312  STATE/COUNTY-  TX/JASPER
 BL0312  USGS QUAD   -  FRANKLIN LAKE (1984)
 BL0312
 BL0312                         *CURRENT SURVEY CONTROL
 BL0312  ___________________________________________________________________
 BL0312* NAD 83(1986)-  30 22 38.     (N)    094 02 23.     (W)     SCALED    
 BL0312* NAVD 88     -        15.23   (+/-2cm)      50.0    (feet)  VERTCON   
 BL0312  ___________________________________________________________________
 BL0312  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0312
 BL0312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0312
 BL0312.The horizontal coordinates were scaled from a topographic map and have
 BL0312.an estimated accuracy of +/- 6 seconds.
 BL0312
 BL0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0312.The vertical order pertains to the NGVD 29 superseded value.
 BL0312
 BL0312.The geoid height was determined by GEOID03.
 BL0312
 BL0312;                    North         East    Units  Estimated Accuracy
 BL0312;SPC TX C     - 3,095,880.    1,304,580.      MT  (+/- 180 meters Scaled)
 BL0312
 BL0312                          SUPERSEDED SURVEY CONTROL
 BL0312
 BL0312  NGVD 29 (??/??/92)   15.206  (m)           49.89   (f) ADJ UNCH    2 0
 BL0312
 BL0312.Superseded values are not recommended for survey control.
 BL0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0312.See file dsdata.txt to determine how the superseded data were derived.
 BL0312
 BL0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP001610(NAD 83)
 BL0312_MARKER: Z = SEE DESCRIPTION
 BL0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0312_SP_SET: SECTION RAIL
 BL0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0312
 BL0312  HISTORY     - Date     Condition        Report By
 BL0312  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0312  HISTORY     - 1935     GOOD             NGS
 BL0312
 BL0312                          STATION DESCRIPTION
 BL0312
 BL0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0312'6.1 MI SW FROM BUNA.
 BL0312'6.1 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BL0312'THE STATION AT BUNA, JASPER COUNTY, OPPOSITE MILEPOST 30, AND 8 FEET
 BL0312'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0312'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1336 ***********************************************************************
 FL1336  DESIGNATION -  30
 FL1336  PID         -  FL1336
 FL1336  STATE/COUNTY-  TX/POTTER
 FL1336  USGS QUAD   -  MARSH (1953)
 FL1336
 FL1336                         *CURRENT SURVEY CONTROL
 FL1336  ___________________________________________________________________
 FL1336* NAD 83(1986)-  35 34 45.     (N)    101 55 44.     (W)     SCALED    
 FL1336* NAVD 88     -      1079.724  (meters)    3542.39   (feet)  ADJUSTED  
 FL1336  ___________________________________________________________________
 FL1336  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL1336  DYNAMIC HT  -        1078.460 (meters)    3538.25  (feet)  COMP
 FL1336  MODELED GRAV-     979,425.7   (mgal)                       NAVD 88
 FL1336
 FL1336  VERT ORDER  -  SECOND    CLASS 0
 FL1336
 FL1336.The horizontal coordinates were scaled from a topographic map and have
 FL1336.an estimated accuracy of +/- 6 seconds.
 FL1336
 FL1336.The orthometric height was determined by differential leveling
 FL1336.and adjusted by the National Geodetic Survey in June 1991..
 FL1336
 FL1336.The geoid height was determined by GEOID03.
 FL1336
 FL1336.The dynamic height is computed by dividing the NAVD 88
 FL1336.geopotential number by the normal gravity value computed on the
 FL1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1336.degrees latitude (g = 980.6199 gals.).
 FL1336
 FL1336.The modeled gravity was interpolated from observed gravity values.
 FL1336
 FL1336;                    North         East    Units  Estimated Accuracy
 FL1336;SPC TX N     - 1,175,270.      161,130.      MT  (+/- 180 meters Scaled)
 FL1336
 FL1336                          SUPERSEDED SURVEY CONTROL
 FL1336
 FL1336  NGVD 29 (??/??/92) 1079.192  (m)         3540.65   (f) ADJ UNCH    2 0
 FL1336
 FL1336.Superseded values are not recommended for survey control.
 FL1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1336.See file dsdata.txt to determine how the superseded data were derived.
 FL1336
 FL1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE345412(NAD 83)
 FL1336_MARKER: B = BOLT
 FL1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1336+STABILITY: SURFACE MOTION
 FL1336
 FL1336  HISTORY     - Date     Condition        Report By
 FL1336  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1336  HISTORY     - 1934     GOOD             NGS
 FL1336
 FL1336                          STATION DESCRIPTION
 FL1336
 FL1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1336'22.1 MI SE FROM DUMAS.
 FL1336'22.1 MILES SE OF AND ALONG THE S.F.R. 593 FT. SE OF MILE POST 30. 172
 FL1336'FT. NE OF CENTER OF TRACK.  2 FT. SW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0130 ***********************************************************************
 DN0130  DESIGNATION -  30
 DN0130  PID         -  DN0130
 DN0130  STATE/COUNTY-  TX/FANNIN
 DN0130  USGS QUAD   -  PILOT GROVE (1974)
 DN0130
 DN0130                         *CURRENT SURVEY CONTROL
 DN0130  ___________________________________________________________________
 DN0130* NAD 83(1986)-  33 28 12.     (N)    096 22 58.     (W)     SCALED    
 DN0130* NAVD 88     -       234.79   (+/-2cm)     770.3    (feet)  VERTCON   
 DN0130  ___________________________________________________________________
 DN0130  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DN0130
 DN0130  VERT ORDER  -  ? (See Below)
 DN0130
 DN0130.The horizontal coordinates were scaled from a topographic map and have
 DN0130.an estimated accuracy of +/- 6 seconds.
 DN0130
 DN0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0130.The vertical order pertains to the NGVD 29 superseded value.
 DN0130
 DN0130.The geoid height was determined by GEOID03.
 DN0130
 DN0130;                    North         East    Units  Estimated Accuracy
 DN0130;SPC TXNC     - 2,201,960.      796,770.      MT  (+/- 180 meters Scaled)
 DN0130
 DN0130                          SUPERSEDED SURVEY CONTROL
 DN0130
 DN0130  NGVD 29 (??/??/92)  234.768  (m)          770.23   (f) ADJ UNCH    ?  
 DN0130
 DN0130.Superseded values are not recommended for survey control.
 DN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0130.See file dsdata.txt to determine how the superseded data were derived.
 DN0130
 DN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC432064(NAD 83)
 DN0130_MARKER: Q = CHISELED SQUARE
 DN0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0130_SP_SET: CULVERT
 DN0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0130
 DN0130  HISTORY     - Date     Condition        Report By
 DN0130  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0130  HISTORY     - 1933     GOOD             NGS
 DN0130  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0130  HISTORY     - 19940405 MARK NOT FOUND   USPSQD
 DN0130
 DN0130                          STATION DESCRIPTION
 DN0130
 DN0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0130'3.5 MI NW FROM TRENTON.
 DN0130'3-1/2 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0130'TEXAS FROM TRENTON, FANNIN COUNTY, 14-1/2 POLES SOUTH OF MILEPOST 684,
 DN0130'AND ON THE TOP OF A CONCRETE CULVERT.  A CHISELED SQUARE.
 DN0130
 DN0130                          STATION RECOVERY (1986)
 DN0130
 DN0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0130'MARK NOT FOUND.
 DN0130
 DN0130                          STATION RECOVERY (1994)
 DN0130
 DN0130'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0256 ***********************************************************************
 AH0256  DESIGNATION -  30 USE
 AH0256  PID         -  AH0256
 AH0256  STATE/COUNTY-  TX/NUECES
 AH0256  USGS QUAD   -  PORT ARANSAS (1975)
 AH0256
 AH0256                         *CURRENT SURVEY CONTROL
 AH0256  ___________________________________________________________________
 AH0256* NAD 83(1986)-  27 50 26.     (N)    097 03 57.     (W)     SCALED    
 AH0256* NAVD 88     -         0.68   (+/-2cm)       2.2    (feet)  VERTCON   
 AH0256  ___________________________________________________________________
 AH0256  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH0256
 AH0256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0256
 AH0256.The horizontal coordinates were scaled from a topographic map and have
 AH0256.an estimated accuracy of +/- 6 seconds.
 AH0256
 AH0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0256.The vertical order pertains to the NGVD 29 superseded value.
 AH0256
 AH0256.The geoid height was determined by GEOID03.
 AH0256
 AH0256;                    North         East    Units  Estimated Accuracy
 AH0256;SPC TX S     - 5,241,660.      441,270.      MT  (+/- 180 meters Scaled)
 AH0256
 AH0256                          SUPERSEDED SURVEY CONTROL
 AH0256
 AH0256  NGVD 29 (??/??/92)    0.80   (m)            2.6    (f) COMPUTED    2 0
 AH0256
 AH0256.Superseded values are not recommended for survey control.
 AH0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0256.See file dsdata.txt to determine how the superseded data were derived.
 AH0256
 AH0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR904810(NAD 83)
 AH0256_MARKER: DD = SURVEY DISK
 AH0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0256_STAMPING: 30 1950
 AH0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0256+STABILITY: SURFACE MOTION
 AH0256
 AH0256  HISTORY     - Date     Condition        Report By
 AH0256  HISTORY     - 1950     MONUMENTED       DOD
 AH0256  HISTORY     - 1951     GOOD             NGS
 AH0256  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0256  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH0256
 AH0256                          STATION DESCRIPTION
 AH0256
 AH0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0256'1.0 MI W FROM PORT ARANSAS.
 AH0256'0.15 MILE WEST ALONG AN OILED STREET FROM THE COAST GUARD STATION AT
 AH0256'PORT ARANSAS, THENCE 0.1 MILE SOUTH ALONG AN OILED STREET, THENCE 0.25
 AH0256'MILE WEST ALONG A SAND ROAD, THENCE 0.5 MILE NORTHWEST ALONG A WINDING
 AH0256'SANDY TRACK ROAD, 0.5 MILE WEST OF THE FERRY LANDING ON THE SOUTH SIDE
 AH0256'OF THE CORPUS CHRISTI SHIP CHANNEL, 232 FEET NORTHWEST OF A FENCE
 AH0256'CORNER, 3.7 FEET NORTH OF A 6 INCH CEDAR POST, 3 FEET EAST OF A
 AH0256'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AH0256'FOOT ABOVE THE GROUND.
 AH0256
 AH0256                          STATION RECOVERY (1959)
 AH0256
 AH0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0256'MARK NOT FOUND.
 AH0256
 AH0256                          STATION RECOVERY (1997)
 AH0256
 AH0256'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0126 ***********************************************************************
 DM0126  DESIGNATION -  300
 DM0126  PID         -  DM0126
 DM0126  STATE/COUNTY-  TX/BOWIE
 DM0126  USGS QUAD   -  TEXARKANA (1975)
 DM0126
 DM0126                         *CURRENT SURVEY CONTROL
 DM0126  ___________________________________________________________________
 DM0126* NAD 83(1986)-  33 29 40.     (N)    094 02 50.     (W)     SCALED    
 DM0126* NAVD 88     -        91.415  (meters)     299.92   (feet)  ADJUSTED  
 DM0126  ___________________________________________________________________
 DM0126  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DM0126  DYNAMIC HT  -          91.319 (meters)     299.60  (feet)  COMP
 DM0126  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 DM0126
 DM0126  VERT ORDER  -  FIRST     CLASS II
 DM0126
 DM0126.The horizontal coordinates were scaled from a topographic map and have
 DM0126.an estimated accuracy of +/- 6 seconds.
 DM0126
 DM0126.The orthometric height was determined by differential leveling
 DM0126.and adjusted by the National Geodetic Survey in June 1991..
 DM0126
 DM0126.The geoid height was determined by GEOID03.
 DM0126
 DM0126.The dynamic height is computed by dividing the NAVD 88
 DM0126.geopotential number by the normal gravity value computed on the
 DM0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0126.degrees latitude (g = 980.6199 gals.).
 DM0126
 DM0126.The modeled gravity was interpolated from observed gravity values.
 DM0126
 DM0126;                    North         East    Units  Estimated Accuracy
 DM0126;SPC TXNC     - 2,211,450.    1,013,630.      MT  (+/- 180 meters Scaled)
 DM0126
 DM0126                          SUPERSEDED SURVEY CONTROL
 DM0126
 DM0126  NGVD 29 (??/??/92)   91.430  (m)          299.97   (f) ADJ UNCH    1 2
 DM0126
 DM0126.Superseded values are not recommended for survey control.
 DM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0126.See file dsdata.txt to determine how the superseded data were derived.
 DM0126
 DM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT027065(NAD 83)
 DM0126_MARKER: DD = SURVEY DISK
 DM0126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0126_STAMPING: USGS 300
 DM0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0126
 DM0126  HISTORY     - Date     Condition        Report By
 DM0126  HISTORY     - UNK      MONUMENTED       USGS
 DM0126  HISTORY     - 1932     GOOD             NGS
 DM0126  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0126  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0126
 DM0126                          STATION DESCRIPTION
 DM0126
 DM0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0126'6.1 MI N FROM TEXARKANA.
 DM0126'6.1 MILES N. BY K.C.S. R.R.  NEAR M.P. 482.  645 FT NORTH OF M.P. 482.
 DM0126'30 FT. EAST OF EAST MAIN RAIL.  7 FT. NORTH OF UNIMPROVED ROAD.
 DM0126
 DM0126                          STATION RECOVERY (1985)
 DM0126
 DM0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0126'MARK NOT FOUND.
 DM0126
 DM0126                          STATION RECOVERY (1997)
 DM0126
 DM0126'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2127 ***********************************************************************
 CS2127  DESIGNATION -  300 B
 CS2127  PID         -  CS2127
 CS2127  STATE/COUNTY-  TX/HILL
 CS2127  USGS QUAD   -  LAKESIDE VILLAGE (1976)
 CS2127
 CS2127                         *CURRENT SURVEY CONTROL
 CS2127  ___________________________________________________________________
 CS2127* NAD 83(1986)-  32 06 54.     (N)    097 25 14.     (W)     SCALED    
 CS2127* NAVD 88     -       165.915  (meters)     544.34   (feet)  ADJUSTED  
 CS2127  ___________________________________________________________________
 CS2127  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS2127  DYNAMIC HT  -         165.712 (meters)     543.67  (feet)  COMP
 CS2127  MODELED GRAV-     979,410.1   (mgal)                       NAVD 88
 CS2127
 CS2127  VERT ORDER  -  SECOND    CLASS 0
 CS2127
 CS2127.The horizontal coordinates were scaled from a topographic map and have
 CS2127.an estimated accuracy of +/- 6 seconds.
 CS2127
 CS2127.The orthometric height was determined by differential leveling
 CS2127.and adjusted by the National Geodetic Survey in June 1991..
 CS2127
 CS2127.The geoid height was determined by GEOID03.
 CS2127
 CS2127.The dynamic height is computed by dividing the NAVD 88
 CS2127.geopotential number by the normal gravity value computed on the
 CS2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2127.degrees latitude (g = 980.6199 gals.).
 CS2127
 CS2127.The modeled gravity was interpolated from observed gravity values.
 CS2127
 CS2127;                    North         East    Units  Estimated Accuracy
 CS2127;SPC TXNC     - 2,050,240.      701,870.      MT  (+/- 180 meters Scaled)
 CS2127
 CS2127                          SUPERSEDED SURVEY CONTROL
 CS2127
 CS2127  NGVD 29 (??/??/92)  165.898  (m)          544.28   (f) ADJ UNCH    2 0
 CS2127
 CS2127.Superseded values are not recommended for survey control.
 CS2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2127.See file dsdata.txt to determine how the superseded data were derived.
 CS2127
 CS2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA490542(NAD 83)
 CS2127_MARKER: X = CHISELED CROSS
 CS2127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2127_SP_SET: BRIDGE
 CS2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2127
 CS2127  HISTORY     - Date     Condition        Report By
 CS2127  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2127  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2127  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS2127
 CS2127                          STATION DESCRIPTION
 CS2127
 CS2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2127'2.4 MI S FROM BLUM.
 CS2127'ABOUT 2.4 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2127'FROM THE STATION AT BLUM, HILL COUNTY, AT BRIDGE 300 B, AND ON THE TOP
 CS2127'OF THE SOUTHEAST CORNER OF THE EAST CONCRETE HEAD WALL.  A CHISELED
 CS2127'CROSS.  NOTE-- THE RAILROAD TRACKS, MILE POSTS AND THE RIGHT-OF-WAY
 CS2127'FENCE HAVE BEEN REMOVED.  REMAINS OF THE BRIDGES IN THE AREA APPEARED
 CS2127'TO HAVE MOVED DUE TO EROSION.
 CS2127
 CS2127                          STATION RECOVERY (1999)
 CS2127
 CS2127'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0605 ***********************************************************************
 AW0605  DESIGNATION -  30+00
 AW0605  PID         -  AW0605
 AW0605  STATE/COUNTY-  TX/GALVESTON
 AW0605  USGS QUAD   -  GALVESTON (1994)
 AW0605
 AW0605                         *CURRENT SURVEY CONTROL
 AW0605  ___________________________________________________________________
 AW0605* NAD 83(1986)-  29 15 43.     (N)    094 50 01.     (W)     SCALED    
 AW0605* NAVD 88     -         4.416  (meters)      14.49   (feet)  ADJUSTED  
 AW0605  ___________________________________________________________________
 AW0605  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0605  DYNAMIC HT  -           4.410 (meters)      14.47  (feet)  COMP
 AW0605  MODELED GRAV-     979,258.4   (mgal)                       NAVD 88
 AW0605
 AW0605  VERT ORDER  -  FIRST     CLASS I
 AW0605
 AW0605.The horizontal coordinates were scaled from a topographic map and have
 AW0605.an estimated accuracy of +/- 6 seconds.
 AW0605
 AW0605.The orthometric height was determined by differential leveling
 AW0605.and adjusted by the National Geodetic Survey in June 1991..
 AW0605
 AW0605.The geoid height was determined by GEOID03.
 AW0605
 AW0605.The dynamic height is computed by dividing the NAVD 88
 AW0605.geopotential number by the normal gravity value computed on the
 AW0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0605.degrees latitude (g = 980.6199 gals.).
 AW0605
 AW0605.The modeled gravity was interpolated from observed gravity values.
 AW0605
 AW0605;                    North         East    Units  Estimated Accuracy
 AW0605;SPC TXSC     - 4,165,540.    1,004,800.      MT  (+/- 180 meters Scaled)
 AW0605
 AW0605                          SUPERSEDED SURVEY CONTROL
 AW0605
 AW0605  NGVD 29 (12/23/87)    4.412  (m)           14.47   (f) ADJUSTED    1 1
 AW0605
 AW0605.Superseded values are not recommended for survey control.
 AW0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0605.See file dsdata.txt to determine how the superseded data were derived.
 AW0605
 AW0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN218384(NAD 83)
 AW0605_MARKER: DD = SURVEY DISK
 AW0605_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0605_SP_SET: SEAWALL
 AW0605_STAMPING: 30+00
 AW0605_MARK LOGO: USE   
 AW0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0605+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0605
 AW0605  HISTORY     - Date     Condition        Report By
 AW0605  HISTORY     - UNK      MONUMENTED       USE
 AW0605  HISTORY     - 1973     GOOD             NGS
 AW0605  HISTORY     - 1978     GOOD             NGS
 AW0605  HISTORY     - 1984     GOOD             USPSQD
 AW0605  HISTORY     - 1987     GOOD             USPSQD
 AW0605  HISTORY     - 1987     GOOD             USPSQD
 AW0605  HISTORY     - 1987     GOOD             NGS
 AW0605  HISTORY     - 1988     GOOD             USPSQD
 AW0605  HISTORY     - 1988     GOOD             USPSQD
 AW0605  HISTORY     - 1988     GOOD             USPSQD
 AW0605  HISTORY     - 1988     GOOD             USPSQD
 AW0605  HISTORY     - 1989     GOOD             USPSQD
 AW0605  HISTORY     - 1989     GOOD             USPSQD
 AW0605  HISTORY     - 1989     GOOD             USPSQD
 AW0605  HISTORY     - 1989     GOOD             USPSQD
 AW0605  HISTORY     - 1989     GOOD             USPSQD
 AW0605  HISTORY     - 1989     GOOD             USPSQD
 AW0605  HISTORY     - 1989     GOOD             USPSQD
 AW0605  HISTORY     - 1989     GOOD             USPSQD
 AW0605  HISTORY     - 1989     GOOD             USPSQD
 AW0605  HISTORY     - 20020719 GOOD             USPSQD
 AW0605  HISTORY     - 20031206 GOOD             USPSQD
 AW0605  HISTORY     - 20040130 GOOD             USPSQD
 AW0605  HISTORY     - 20050502 GOOD             USPSQD
 AW0605  HISTORY     - 20051209 GOOD             USPSQD
 AW0605
 AW0605                          STATION DESCRIPTION
 AW0605
 AW0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0605'IN GALVESTON.
 AW0605'AT GALVESTON, ABOUT 0.6 MILE SOUTHWEST ALONG SEAWALL BOULEVARD FROM
 AW0605'THE JUNCTION OF 61ST. STREET, ABOUT 14 YARDS SOUTHWEST OF THE
 AW0605'PROLONGATION OF THE CENTER LINE OF 69ST STREET, 52 FEET SOUTHEAST OF
 AW0605'THE CENTER LINE OF THE BOULEVARD, 29 1/2 FEET SOUTHWEST OF A CONCRETE
 AW0605'STAIRWAY LEADING DOWN TO THE BEACH, AND ABOUT LEVEL WITH THE
 AW0605'BOULEVARD.
 AW0605
 AW0605                          STATION RECOVERY (1978)
 AW0605
 AW0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1984)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1987)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1987)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1987)
 AW0605
 AW0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0605'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.9 KM (3.65
 AW0605'MI) SOUTHWEST ALONG SEAWALL BOULEVARD FROM MOODY CENTER IN GALVESTON.
 AW0605'ADD--IN TOP OF A SEAWALL.
 AW0605
 AW0605                          STATION RECOVERY (1988)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1988)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1988)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1988)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1989)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1989)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1989)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1989)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1989)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1989)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1989)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1989)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (1989)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (2002)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (2003)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (2004)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (2005)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AW0605'RECOVERED IN GOOD CONDITION.
 AW0605
 AW0605                          STATION RECOVERY (2005)
 AW0605
 AW0605'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0605'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0188 ***********************************************************************
 AH0188  TIDAL BM    -  This is a Tidal Bench Mark.
 AH0188  DESIGNATION -  30+00
 AH0188  PID         -  AH0188
 AH0188  STATE/COUNTY-  TX/NUECES
 AH0188  USGS QUAD   -  PORT ARANSAS (1975)
 AH0188
 AH0188                         *CURRENT SURVEY CONTROL
 AH0188  ___________________________________________________________________
 AH0188* NAD 83(1986)-  27 49 48.     (N)    097 03 16.     (W)     SCALED    
 AH0188* NAVD 88     -         2.470  (meters)       8.10   (feet)  ADJUSTED  
 AH0188  ___________________________________________________________________
 AH0188  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH0188  DYNAMIC HT  -           2.466 (meters)       8.09  (feet)  COMP
 AH0188  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AH0188
 AH0188  VERT ORDER  -  FIRST     CLASS I
 AH0188
 AH0188.The horizontal coordinates were scaled from a topographic map and have
 AH0188.an estimated accuracy of +/- 6 seconds.
 AH0188
 AH0188.The orthometric height was determined by differential leveling
 AH0188.and adjusted by the National Geodetic Survey in December 1997..
 AH0188
 AH0188.This Tidal Bench Mark is designated as VM 11203
 AH0188.by the Center for Operational Oceanographic Products and Services.
 AH0188
 AH0188.The geoid height was determined by GEOID03.
 AH0188
 AH0188.The dynamic height is computed by dividing the NAVD 88
 AH0188.geopotential number by the normal gravity value computed on the
 AH0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0188.degrees latitude (g = 980.6199 gals.).
 AH0188
 AH0188.The modeled gravity was interpolated from observed gravity values.
 AH0188
 AH0188;                    North         East    Units  Estimated Accuracy
 AH0188;SPC TX S     - 5,240,500.      442,410.      MT  (+/- 180 meters Scaled)
 AH0188
 AH0188                          SUPERSEDED SURVEY CONTROL
 AH0188
 AH0188  NAVD 88 (06/15/91)    2.483  (m)            8.15   (f) UNKNOWN     1 1
 AH0188
 AH0188.Superseded values are not recommended for survey control.
 AH0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0188.See file dsdata.txt to determine how the superseded data were derived.
 AH0188
 AH0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR916798(NAD 83)
 AH0188_MARKER: DD = SURVEY DISK
 AH0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0188_SP_SET: CONCRETE POST
 AH0188_STAMPING: 30+00
 AH0188_MARK LOGO: USE   
 AH0188_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0188+STABILITY: SURFACE MOTION
 AH0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0188+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH0188
 AH0188  HISTORY     - Date     Condition        Report By
 AH0188  HISTORY     - UNK      MONUMENTED       USE
 AH0188  HISTORY     - 1978     GOOD             NGS
 AH0188  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0188  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0188  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0188  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0188  HISTORY     - 19970204 GOOD             NGS
 AH0188
 AH0188                          STATION DESCRIPTION
 AH0188
 AH0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0188'IN PORT ARANSAS.
 AH0188'LOCATED AT THE INTERSECTION OF BEACH STREET AND A PAVED ROAD LEADING
 AH0188'TO NUECES COUNTY PARK OFFICE. LOCATED 100 YARDS NORTHEAST OF TIDAL 11,
 AH0188'234 FEET NORTHWEST OF THE CENTERLINE OF A PAVED ROAD LEADING NORTHEAST
 AH0188'TO NUECES COUNTY PARK OFFICE, 224 FEET NORTH OF THE CENTERLINE OF
 AH0188'BEACH STREET AND IN AN OPEN SAND DUNE AREA, A 4 INCH BY 4 INCH
 AH0188'CREOSOTED PILING WHICH PROJECTS 4 FEET ABOVE GROUND IS LOCATED 4
 AH0188'FEET SOUTH OF THE BENCH MARK.
 AH0188
 AH0188                          STATION RECOVERY (1989)
 AH0188
 AH0188'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AH0188'MARK NOT FOUND.
 AH0188
 AH0188                          STATION RECOVERY (1989)
 AH0188
 AH0188'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0188'MARK NOT FOUND.
 AH0188
 AH0188                          STATION RECOVERY (1989)
 AH0188
 AH0188'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0188'MARK NOT FOUND.
 AH0188
 AH0188                          STATION RECOVERY (1989)
 AH0188
 AH0188'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0188'MARK NOT FOUND.
 AH0188
 AH0188                          STATION RECOVERY (1997)
 AH0188
 AH0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0188'0.6 KM (0.35 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AH0188'IN PORT ARANSAS, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG BEACH STREET,
 AH0188'71.7 M (235.2 FT) NORTHWEST OF THE CENTER OF THE PORT ARANSAS PARK
 AH0188'ENTRANCE ROAD, 69.3 M (227.4 FT) NORTHEAST OF THE STREET CENTER, 68.9
 AH0188'M (226.0 FT) EAST OF THE CENTER OF THE INTERSECTION OF BEACH AND DUNE
 AH0188'STREETS, 1.2 M (3.9 FT) SOUTHEAST OF A WOODEN POST WITH A WITNESS SIGN
 AH0188'ATTACHED, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE STREET, AND THE
 AH0188'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2987 ***********************************************************************
 AW2987  DESIGNATION -  3+000 850
 AW2987  PID         -  AW2987
 AW2987  STATE/COUNTY-  TX/CHAMBERS
 AW2987  USGS QUAD   -  MORGANS POINT (1993)
 AW2987
 AW2987                         *CURRENT SURVEY CONTROL
 AW2987  ___________________________________________________________________
 AW2987* NAD 83(1986)-  29 40 32.     (N)    094 58 36.     (W)     SCALED    
 AW2987* NAVD 88     -         0.85   (+/-2cm)       2.8    (feet)  VERTCON   
 AW2987  ___________________________________________________________________
 AW2987  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2987
 AW2987  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2987
 AW2987.The horizontal coordinates were scaled from a topographic map and have
 AW2987.an estimated accuracy of +/- 6 seconds.
 AW2987
 AW2987.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2987.The vertical order pertains to the NGVD 29 superseded value.
 AW2987
 AW2987.The geoid height was determined by GEOID03.
 AW2987
 AW2987;                    North         East    Units  Estimated Accuracy
 AW2987;SPC TXSC     - 4,210,870.      989,330.      MT  (+/- 180 meters Scaled)
 AW2987
 AW2987                          SUPERSEDED SURVEY CONTROL
 AW2987
 AW2987  NGVD 29 (??/??/92)    0.848  (m)            2.78   (f) ADJ UNCH    1 2
 AW2987
 AW2987.Superseded values are not recommended for survey control.
 AW2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2987.See file dsdata.txt to determine how the superseded data were derived.
 AW2987
 AW2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN087844(NAD 83)
 AW2987_MARKER: DD = SURVEY DISK
 AW2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2987_STAMPING: 3+000 850
 AW2987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2987+STABILITY: SURFACE MOTION
 AW2987
 AW2987  HISTORY     - Date     Condition        Report By
 AW2987  HISTORY     - UNK      MONUMENTED       USE
 AW2987  HISTORY     - 1964     GOOD             NGS
 AW2987
 AW2987                          STATION DESCRIPTION
 AW2987
 AW2987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2987'0.7 MI SE FROM MORGAN POINT.
 AW2987'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2987'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, THENCE 0.55 MILE
 AW2987'SOUTHEAST ALONG THE SOUTHWEST SHORE LINE OF ATKINSON ISLAND, ABOUT 133
 AW2987'YARDS NORTH OF A CLUMP OF BUSHES, 384 FEET SOUTHEAST OF THE MORE
 AW2987'SOUTHERLY OF TWO LIGHT BEACONS, 162 FEET WEST OF THE CENTER OF A DIRT
 AW2987'LEVEE, 78 FEET NORTHEAST OF THE HIGH WATER LINE, AND SET IN THE TOP OF
 AW2987'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0650 ***********************************************************************
 AW0650  DESIGNATION -  30+00 USE
 AW0650  PID         -  AW0650
 AW0650  STATE/COUNTY-  TX/GALVESTON
 AW0650  USGS QUAD   -  GALVESTON (1994)
 AW0650
 AW0650                         *CURRENT SURVEY CONTROL
 AW0650  ___________________________________________________________________
 AW0650* NAD 83(1986)-  29 15 46.     (N)    094 50 01.     (W)     SCALED    
 AW0650* NAVD 88     -         2.23   (+/-2cm)       7.3    (feet)  VERTCON   
 AW0650  ___________________________________________________________________
 AW0650  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0650
 AW0650  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0650
 AW0650.The horizontal coordinates were scaled from a topographic map and have
 AW0650.an estimated accuracy of +/- 6 seconds.
 AW0650
 AW0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0650.The vertical order pertains to the NGVD 29 superseded value.
 AW0650
 AW0650.The geoid height was determined by GEOID03.
 AW0650
 AW0650;                    North         East    Units  Estimated Accuracy
 AW0650;SPC TXSC     - 4,165,630.    1,004,800.      MT  (+/- 180 meters Scaled)
 AW0650
 AW0650                          SUPERSEDED SURVEY CONTROL
 AW0650
 AW0650  NGVD 29 (??/??/92)    2.232  (m)            7.32   (f) ADJ UNCH    1 2
 AW0650
 AW0650.Superseded values are not recommended for survey control.
 AW0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0650.See file dsdata.txt to determine how the superseded data were derived.
 AW0650
 AW0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN218384(NAD 83)
 AW0650_MARKER: DD = SURVEY DISK
 AW0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0650_STAMPING: 30+00 1000+40
 AW0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0650+STABILITY: SURFACE MOTION
 AW0650
 AW0650  HISTORY     - Date     Condition        Report By
 AW0650  HISTORY     - UNK      MONUMENTED       USE
 AW0650  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW0650  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0650  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0650  HISTORY     - 1988     GOOD             USPSQD
 AW0650  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 AW0650
 AW0650                          STATION DESCRIPTION
 AW0650
 AW0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0650'3.5 MI SW FROM GALVESTON.
 AW0650'3.5 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM MOODY CENTER AT
 AW0650'GALVESTON, 201 FEET NORTHWEST OF THE CENTER LINE OF THE BOULEVARD, 255
 AW0650'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE SEA WALL, 175 FEET SOUTH
 AW0650'OF THE SOUTH EDGE OF A GOLF COURSE GREEN, 39 1/2 FEET SOUTHWEST OF A
 AW0650'FENCE CORNER, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, AND SET IN
 AW0650'THE TOP OF A CONCRETE POST ABOUT 14 INCHES UNDER THE GROUND. NOTE--
 AW0650'THE MARK IS NOW UNDER A LARGE PILE OF PILING AT THIS TIME.
 AW0650
 AW0650                          STATION RECOVERY (1978)
 AW0650
 AW0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0650'NOT RECOVERED IN 1973, AREA UNDER WATER THIS DATE.
 AW0650
 AW0650                          STATION RECOVERY (1987)
 AW0650
 AW0650'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0650'MARK NOT FOUND.
 AW0650
 AW0650                          STATION RECOVERY (1988)
 AW0650
 AW0650'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0650'RECOVERED IN GOOD CONDITION.
 AW0650
 AW0650                          STATION RECOVERY (2004)
 AW0650
 AW0650'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW0650'THIS ENTIRE AREA IS NOW A WALLMART SUPER CENTER AND GASOLINE
 AW0650'STATION,WHEREAS A LF COURSE GREEN AND A PILE OF PILING IS NO LONGER AT
 AW0650'THIS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0880 ***********************************************************************
 BY0880  DESIGNATION -  300.192
 BY0880  PID         -  BY0880
 BY0880  STATE/COUNTY-  TX/ANGELINA
 BY0880  USGS QUAD   -  LUFKIN (1980)
 BY0880
 BY0880                         *CURRENT SURVEY CONTROL
 BY0880  ___________________________________________________________________
 BY0880* NAD 83(1986)-  31 16 25.     (N)    094 38 12.     (W)     SCALED    
 BY0880* NAVD 88     -        91.48   (+/-2cm)     300.1    (feet)  VERTCON   
 BY0880  ___________________________________________________________________
 BY0880  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BY0880
 BY0880  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0880
 BY0880.The horizontal coordinates were scaled from a topographic map and have
 BY0880.an estimated accuracy of +/- 6 seconds.
 BY0880
 BY0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0880.The vertical order pertains to the NGVD 29 superseded value.
 BY0880
 BY0880.The geoid height was determined by GEOID03.
 BY0880
 BY0880;                    North         East    Units  Estimated Accuracy
 BY0880;SPC TX C     - 3,192,030.    1,242,200.      MT  (+/- 180 meters Scaled)
 BY0880
 BY0880                          SUPERSEDED SURVEY CONTROL
 BY0880
 BY0880  NGVD 29 (??/??/92)   91.525  (m)          300.28   (f) ADJ UNCH    2 0
 BY0880
 BY0880.Superseded values are not recommended for survey control.
 BY0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0880.See file dsdata.txt to determine how the superseded data were derived.
 BY0880
 BY0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ441610(NAD 83)
 BY0880_MARKER: N = NAIL
 BY0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0880_SP_SET: TREE
 BY0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0880
 BY0880  HISTORY     - Date     Condition        Report By
 BY0880  HISTORY     - UNK      MONUMENTED       USGS
 BY0880  HISTORY     - 1949     GOOD             NGS
 BY0880
 BY0880                          STATION DESCRIPTION
 BY0880
 BY0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0880'1.05 MI S FROM HOMER.
 BY0880'1.05 MILES SOUTH ALONG FARM ROAD 326 FROM THE JUNCTION OF FARM ROAD
 BY0880'326 AND U. S. HIGHWAY 69 AT HOMER, AT A ROAD INTERSECTION, 84.0 FEET
 BY0880'NORTHWEST OF THE NORTHWEST CORNER OF THE FARM HOME OF B. F. WILLIAMS,
 BY0880'70.0 FEET EAST OF THE CENTER LINE OF FARM ROAD 326, 24.0 FEET SOUTH OF
 BY0880'THE CENTER LINE OF THE EAST-WEST ROAD, A COPPER NAIL AND WASHER IN THE
 BY0880'SOUTH ROOT OF A 16-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0017 ***********************************************************************
 BY0017  DESIGNATION -  300.84
 BY0017  PID         -  BY0017
 BY0017  STATE/COUNTY-  TX/SHELBY
 BY0017  USGS QUAD   -  NEUVILLE (1984)
 BY0017
 BY0017                         *CURRENT SURVEY CONTROL
 BY0017  ___________________________________________________________________
 BY0017* NAD 83(1986)-  31 41 52.     (N)    094 08 51.     (W)     SCALED    
 BY0017* NAVD 88     -        91.73   (+/-2cm)     301.0    (feet)  VERTCON   
 BY0017  ___________________________________________________________________
 BY0017  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY0017
 BY0017  VERT ORDER  -  ? (See Below)
 BY0017
 BY0017.The horizontal coordinates were scaled from a topographic map and have
 BY0017.an estimated accuracy of +/- 6 seconds.
 BY0017
 BY0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0017.The vertical order pertains to the NGVD 29 superseded value.
 BY0017
 BY0017.The geoid height was determined by GEOID03.
 BY0017
 BY0017;                    North         East    Units  Estimated Accuracy
 BY0017;SPC TX C     - 3,241,470.    1,286,100.      MT  (+/- 180 meters Scaled)
 BY0017
 BY0017                          SUPERSEDED SURVEY CONTROL
 BY0017
 BY0017  NGVD 29 (??/??/92)   91.770  (m)          301.08   (f) ADJ UNCH    ?  
 BY0017
 BY0017.Superseded values are not recommended for survey control.
 BY0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0017.See file dsdata.txt to determine how the superseded data were derived.
 BY0017
 BY0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR912075(NAD 83)
 BY0017_MARKER: Z = SEE DESCRIPTION
 BY0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0017_SP_SET: RAIL
 BY0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0017
 BY0017  HISTORY     - Date     Condition        Report By
 BY0017  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0017  HISTORY     - 1932     GOOD             NGS
 BY0017  HISTORY     - 1934     GOOD             NGS
 BY0017
 BY0017                          STATION DESCRIPTION
 BY0017
 BY0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0017'6.9 MI S FROM CENTER.
 BY0017'6.9 MILES SOUTH OF THE STATION AT CENTER ON THE G.C. AND S.F.R.R.,
 BY0017'VERTICAL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION 300.84 FEET, 30
 BY0017'FEET WEST OF THE TRACK, 3 FEET SOUTHWEST OF MILE POLE NO. 133, 65 FEET
 BY0017'SOUTHWEST OF MILE RAIL NO. 133.
 BY0017
 BY0017                          STATION RECOVERY (1934)
 BY0017
 BY0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0759 ***********************************************************************
 BY0759  DESIGNATION -  301.496 C OF L
 BY0759  PID         -  BY0759
 BY0759  STATE/COUNTY-  TX/ANGELINA
 BY0759  USGS QUAD   -  LUFKIN (1980)
 BY0759
 BY0759                         *CURRENT SURVEY CONTROL
 BY0759  ___________________________________________________________________
 BY0759* NAD 83(1986)-  31 20 01.     (N)    094 43 57.     (W)     SCALED    
 BY0759* NAVD 88     -        91.77   (+/-2cm)     301.1    (feet)  VERTCON   
 BY0759  ___________________________________________________________________
 BY0759  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY0759
 BY0759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0759
 BY0759.The horizontal coordinates were scaled from a topographic map and have
 BY0759.an estimated accuracy of +/- 6 seconds.
 BY0759
 BY0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0759.The vertical order pertains to the NGVD 29 superseded value.
 BY0759
 BY0759.The geoid height was determined by GEOID03.
 BY0759
 BY0759;                    North         East    Units  Estimated Accuracy
 BY0759;SPC TX C     - 3,198,210.    1,232,750.      MT  (+/- 180 meters Scaled)
 BY0759
 BY0759                          SUPERSEDED SURVEY CONTROL
 BY0759
 BY0759  NGVD 29 (??/??/92)   91.820  (m)          301.25   (f) ADJ UNCH    2 0
 BY0759
 BY0759.Superseded values are not recommended for survey control.
 BY0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0759.See file dsdata.txt to determine how the superseded data were derived.
 BY0759
 BY0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ351678(NAD 83)
 BY0759_MARKER: Z = SEE DESCRIPTION
 BY0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0759_STAMPING: 2140 N 1590 W EL 301.496
 BY0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0759+STABILITY: SURFACE MOTION
 BY0759
 BY0759  HISTORY     - Date     Condition        Report By
 BY0759  HISTORY     - UNK      MONUMENTED       LOCENG
 BY0759  HISTORY     - 1948     GOOD             NGS
 BY0759
 BY0759                          STATION DESCRIPTION
 BY0759
 BY0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY0759'IN LUFKIN.
 BY0759'AT LUFKIN, NEAR THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND
 BY0759'SOUTH RAQUET STREET, 71.2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK
 BY0759'OF THE RAILROAD, 40.8 FEET WEST OF THE WEST RAIL OF A SPUR TRACK, 35.0
 BY0759'FEET EAST OF THE EAST CORNER OF A BRICK BUILDING OCCUPIED BY THE
 BY0759'LUFKIN TRAILER COMPANY, 8.0 FEET EAST OF THE EAST CORNER OF A FENCE,
 BY0759'7.6 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE STREET, 0.3 FOOT
 BY0759'SOUTHWEST OF THE SOUTHWEST EDGE OF THE SIDEWALK, LEVEL WITH THE
 BY0759'SIDEWALK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1981 ***********************************************************************
 CS1981  DESIGNATION -  3019
 CS1981  PID         -  CS1981
 CS1981  STATE/COUNTY-  TX/TARRANT
 CS1981  USGS QUAD   -  HURST (1981)
 CS1981
 CS1981                         *CURRENT SURVEY CONTROL
 CS1981  ___________________________________________________________________
 CS1981* NAD 83(1986)-  32 49 12.     (N)    097 12 42.     (W)     SCALED    
 CS1981* NAVD 88     -       171.395  (meters)     562.32   (feet)  ADJUSTED  
 CS1981  ___________________________________________________________________
 CS1981  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CS1981  DYNAMIC HT  -         171.196 (meters)     561.67  (feet)  COMP
 CS1981  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 CS1981
 CS1981  VERT ORDER  -  SECOND    CLASS 0
 CS1981
 CS1981.The horizontal coordinates were scaled from a topographic map and have
 CS1981.an estimated accuracy of +/- 6 seconds.
 CS1981
 CS1981.The orthometric height was determined by differential leveling
 CS1981.and adjusted by the National Geodetic Survey in June 1991..
 CS1981
 CS1981.The geoid height was determined by GEOID03.
 CS1981
 CS1981.The dynamic height is computed by dividing the NAVD 88
 CS1981.geopotential number by the normal gravity value computed on the
 CS1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1981.degrees latitude (g = 980.6199 gals.).
 CS1981
 CS1981.The modeled gravity was interpolated from observed gravity values.
 CS1981
 CS1981;                    North         East    Units  Estimated Accuracy
 CS1981;SPC TXNC     - 2,128,630.      720,630.      MT  (+/- 180 meters Scaled)
 CS1981
 CS1981                          SUPERSEDED SURVEY CONTROL
 CS1981
 CS1981  NGVD 29 (??/??/92)  171.390  (m)          562.30   (f) ADJ UNCH    2 0
 CS1981
 CS1981.Superseded values are not recommended for survey control.
 CS1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1981.See file dsdata.txt to determine how the superseded data were derived.
 CS1981
 CS1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB674327(NAD 83)
 CS1981_MARKER: DD = SURVEY DISK
 CS1981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1981_SP_SET: CULVERT
 CS1981_STAMPING: 3019 562.302
 CS1981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1981
 CS1981  HISTORY     - Date     Condition        Report By
 CS1981  HISTORY     - UNK      MONUMENTED       WPA
 CS1981  HISTORY     - 1956     GOOD             NGS
 CS1981  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1981
 CS1981                          STATION DESCRIPTION
 CS1981
 CS1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1981'3.3 MI NE FROM HALTOM CITY.
 CS1981'ABOUT 3.3 MILES NORTHEAST ALONG HIGHWAY NO.183 FROM THE JUNCTION WITH
 CS1981'HIGHWAY NO.377 IN HALTOM CITY, THEN NORTH ALONG BOOTH-CALLOWAY ROAD
 CS1981'0.8 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD W.P.A. DISK
 CS1981'STAMPED 3019 562.302 ON THE TOP OF THE SOUTH END OF THE EAST HEAD WALL
 CS1981'OF A CONCRETE CULVERT.  IT IS ABOUT 50 YARDS SOUTHEAST OF THE
 CS1981'INTERSECTION OF THE BOOTH-CALLOWAY ROAD AND EVERGREEN ROAD AND ABOUT
 CS1981'100 YARDS EAST OF A CITY WELL.
 CS1981
 CS1981                          STATION RECOVERY (1997)
 CS1981
 CS1981'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1982 ***********************************************************************
 CS1982  DESIGNATION -  3019 A
 CS1982  PID         -  CS1982
 CS1982  STATE/COUNTY-  TX/TARRANT
 CS1982  USGS QUAD   -  HURST (1981)
 CS1982
 CS1982                         *CURRENT SURVEY CONTROL
 CS1982  ___________________________________________________________________
 CS1982* NAD 83(1986)-  32 49 21.     (N)    097 12 42.     (W)     SCALED    
 CS1982* NAVD 88     -       170.821  (meters)     560.44   (feet)  ADJUSTED  
 CS1982  ___________________________________________________________________
 CS1982  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CS1982  DYNAMIC HT  -         170.622 (meters)     559.78  (feet)  COMP
 CS1982  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 CS1982
 CS1982  VERT ORDER  -  SECOND    CLASS 0
 CS1982
 CS1982.The horizontal coordinates were scaled from a topographic map and have
 CS1982.an estimated accuracy of +/- 6 seconds.
 CS1982
 CS1982.The orthometric height was determined by differential leveling
 CS1982.and adjusted by the National Geodetic Survey in June 1991..
 CS1982
 CS1982.The geoid height was determined by GEOID03.
 CS1982
 CS1982.The dynamic height is computed by dividing the NAVD 88
 CS1982.geopotential number by the normal gravity value computed on the
 CS1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1982.degrees latitude (g = 980.6199 gals.).
 CS1982
 CS1982.The modeled gravity was interpolated from observed gravity values.
 CS1982
 CS1982;                    North         East    Units  Estimated Accuracy
 CS1982;SPC TXNC     - 2,128,910.      720,620.      MT  (+/- 180 meters Scaled)
 CS1982
 CS1982                          SUPERSEDED SURVEY CONTROL
 CS1982
 CS1982  NGVD 29 (??/??/92)  170.815  (m)          560.42   (f) ADJ UNCH    2 0
 CS1982
 CS1982.Superseded values are not recommended for survey control.
 CS1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1982.See file dsdata.txt to determine how the superseded data were derived.
 CS1982
 CS1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB674330(NAD 83)
 CS1982_MARKER: DD = SURVEY DISK
 CS1982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1982_SP_SET: CULVERT
 CS1982_STAMPING: 3019-A 560.416
 CS1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1982
 CS1982  HISTORY     - Date     Condition        Report By
 CS1982  HISTORY     - UNK      MONUMENTED       WPA
 CS1982  HISTORY     - 1956     GOOD             NGS
 CS1982
 CS1982                          STATION DESCRIPTION
 CS1982
 CS1982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1982'3.3 MI NE FROM HALTOM CITY.
 CS1982'ABOUT 3.3 MILES NORTHEAST ALONG HIGHWAY NO.183 FROM THE JUNCTION WITH
 CS1982'HIGHWAY NO.377 IN HALTOM CITY, THEN NORTH ALONG BOOTH-CALLOWAY ROAD
 CS1982'0.9 MILE TO THE MARK ON THE RIGHT.  IT IS A STANDARD W.P.A. DISK
 CS1982'STAMPED 3019-A 560.416 ON THE TOP OF THE SOUTH END OF THE EAST
 CS1982'HEADWALL OF A CONCRETE CULVERT.  IT IS ABOUT 1 FEET HIGHER THAN THE
 CS1982'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1983 ***********************************************************************
 CS1983  DESIGNATION -  3019 B
 CS1983  PID         -  CS1983
 CS1983  STATE/COUNTY-  TX/TARRANT
 CS1983  USGS QUAD   -  HURST (1981)
 CS1983
 CS1983                         *CURRENT SURVEY CONTROL
 CS1983  ___________________________________________________________________
 CS1983* NAD 83(1986)-  32 49 25.     (N)    097 12 42.     (W)     SCALED    
 CS1983* NAVD 88     -       170.326  (meters)     558.81   (feet)  ADJUSTED  
 CS1983  ___________________________________________________________________
 CS1983  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CS1983  DYNAMIC HT  -         170.127 (meters)     558.16  (feet)  COMP
 CS1983  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 CS1983
 CS1983  VERT ORDER  -  SECOND    CLASS 0
 CS1983
 CS1983.The horizontal coordinates were scaled from a topographic map and have
 CS1983.an estimated accuracy of +/- 6 seconds.
 CS1983
 CS1983.The orthometric height was determined by differential leveling
 CS1983.and adjusted by the National Geodetic Survey in June 1991..
 CS1983
 CS1983.The geoid height was determined by GEOID03.
 CS1983
 CS1983.The dynamic height is computed by dividing the NAVD 88
 CS1983.geopotential number by the normal gravity value computed on the
 CS1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1983.degrees latitude (g = 980.6199 gals.).
 CS1983
 CS1983.The modeled gravity was interpolated from observed gravity values.
 CS1983
 CS1983;                    North         East    Units  Estimated Accuracy
 CS1983;SPC TXNC     - 2,129,030.      720,620.      MT  (+/- 180 meters Scaled)
 CS1983
 CS1983                          SUPERSEDED SURVEY CONTROL
 CS1983
 CS1983  NGVD 29 (??/??/92)  170.320  (m)          558.79   (f) ADJ UNCH    2 0
 CS1983
 CS1983.Superseded values are not recommended for survey control.
 CS1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1983.See file dsdata.txt to determine how the superseded data were derived.
 CS1983
 CS1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB674331(NAD 83)
 CS1983_MARKER: DD = SURVEY DISK
 CS1983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1983_SP_SET: CULVERT
 CS1983_STAMPING: 3019-B 558.792
 CS1983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1983
 CS1983  HISTORY     - Date     Condition        Report By
 CS1983  HISTORY     - UNK      MONUMENTED       WPA
 CS1983  HISTORY     - 1956     GOOD             NGS
 CS1983  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1983
 CS1983                          STATION DESCRIPTION
 CS1983
 CS1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1983'3.5 MI NE FROM HALTOM CITY.
 CS1983'ABOUT 3.3 MILES EAST ALONG THE HIGHWAY NUMBER 183 FROM THE JUNCTION
 CS1983'WITH 377 IN HALTOM CITY, THEN NORTH ALONG BOOTH-CALLOWAY ROAD 1.0 MILE
 CS1983'TO THE INTERSECTION WITH PIPE LINE ROAD AND THE MARK.  IT IS IN THE
 CS1983'SOUTH EAST POINT OF THE INTERSECTION OF THE ROADS, ON THE TOP OF THE
 CS1983'SOUTH END OF THE EAST HEADWALL OF A PIPE CULVERT UNDER BOOTH-CALLOWAY
 CS1983'ROAD.  A STANDARD W.P.A. DISK STAMPED 3019-B 558.792.
 CS1983
 CS1983                          STATION RECOVERY (1997)
 CS1983
 CS1983'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2131 ***********************************************************************
 CS2131  DESIGNATION -  303 A
 CS2131  PID         -  CS2131
 CS2131  STATE/COUNTY-  TX/HILL
 CS2131  USGS QUAD   -  BLUM (1976)
 CS2131
 CS2131                         *CURRENT SURVEY CONTROL
 CS2131  ___________________________________________________________________
 CS2131* NAD 83(1986)-  32 08 52.     (N)    097 23 47.     (W)     SCALED    
 CS2131* NAVD 88     -       180.019  (meters)     590.61   (feet)  ADJUSTED  
 CS2131  ___________________________________________________________________
 CS2131  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS2131  DYNAMIC HT  -         179.799 (meters)     589.89  (feet)  COMP
 CS2131  MODELED GRAV-     979,411.6   (mgal)                       NAVD 88
 CS2131
 CS2131  VERT ORDER  -  SECOND    CLASS 0
 CS2131
 CS2131.The horizontal coordinates were scaled from a topographic map and have
 CS2131.an estimated accuracy of +/- 6 seconds.
 CS2131
 CS2131.The orthometric height was determined by differential leveling
 CS2131.and adjusted by the National Geodetic Survey in June 1991..
 CS2131
 CS2131.The geoid height was determined by GEOID03.
 CS2131
 CS2131.The dynamic height is computed by dividing the NAVD 88
 CS2131.geopotential number by the normal gravity value computed on the
 CS2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2131.degrees latitude (g = 980.6199 gals.).
 CS2131
 CS2131.The modeled gravity was interpolated from observed gravity values.
 CS2131
 CS2131;                    North         East    Units  Estimated Accuracy
 CS2131;SPC TXNC     - 2,053,900.      704,110.      MT  (+/- 180 meters Scaled)
 CS2131
 CS2131                          SUPERSEDED SURVEY CONTROL
 CS2131
 CS2131  NGVD 29 (??/??/92)  180.000  (m)          590.55   (f) ADJ UNCH    2 0
 CS2131
 CS2131.Superseded values are not recommended for survey control.
 CS2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2131.See file dsdata.txt to determine how the superseded data were derived.
 CS2131
 CS2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA512579(NAD 83)
 CS2131_MARKER: Q = CHISELED SQUARE
 CS2131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2131_SP_SET: ABUTMENT
 CS2131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2131
 CS2131  HISTORY     - Date     Condition        Report By
 CS2131  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2131  HISTORY     - 1966     GOOD             NGS
 CS2131  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS2131
 CS2131                          STATION DESCRIPTION
 CS2131
 CS2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2131'0.3 MI N FROM BLUM.
 CS2131'ABOUT 0.3 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2131'FROM THE STATION AT BLUM, HILL COUNTY, AT BRIDGE 303 A, AND ON THE TOP
 CS2131'OF THE NORTHEAST CONCRETE ABUTMENT.  A CHISELED CROSS.  NOTE-- THE
 CS2131'RAILROAD NO LONGER EXIST.  THE OLD RAIL ROAD BED IS NOW USED AS A FARM
 CS2131'ROAD AND THE BRIDGE WAS LEFT INTACT.  THE MARK WAS FOUND AS DESCRIBED
 CS2131'EXCEPT THE POINT IS A CHISELED SQUARE.  TO REACH FROM THE OLD RAILROAD
 CS2131'STATION IN BLUM, GO NORTH 0.3 MILE ALONG THE FARM ROAD TO SITE OF
 CS2131'MARK.
 CS2131
 CS2131                          STATION RECOVERY (1999)
 CS2131
 CS2131'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2147 ***********************************************************************
 BX2147  DESIGNATION -  303.46 GCSFRC
 BX2147  PID         -  BX2147
 BX2147  STATE/COUNTY-  TX/SABINE
 BX2147  USGS QUAD   -  PINELAND NORTH (1984)
 BX2147
 BX2147                         *CURRENT SURVEY CONTROL
 BX2147  ___________________________________________________________________
 BX2147* NAD 83(1986)-  31 17 07.     (N)    093 58 34.     (W)     SCALED    
 BX2147* NAVD 88     -        92.70   (+/-2cm)     304.1    (feet)  VERTCON   
 BX2147  ___________________________________________________________________
 BX2147  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BX2147
 BX2147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2147
 BX2147.The horizontal coordinates were scaled from a topographic map and have
 BX2147.an estimated accuracy of +/- 6 seconds.
 BX2147
 BX2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2147.The vertical order pertains to the NGVD 29 superseded value.
 BX2147
 BX2147.The geoid height was determined by GEOID03.
 BX2147
 BX2147;                    North         East    Units  Estimated Accuracy
 BX2147;SPC TX C     - 3,196,720.    1,304,930.      MT  (+/- 180 meters Scaled)
 BX2147
 BX2147                          SUPERSEDED SURVEY CONTROL
 BX2147
 BX2147  NGVD 29 (??/??/??)   92.715  (m)          304.18   (f) ADJUSTED    2 0
 BX2147
 BX2147.Superseded values are not recommended for survey control.
 BX2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2147.See file dsdata.txt to determine how the superseded data were derived.
 BX2147
 BX2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ070616(NAD 83)
 BX2147_MARKER: Z = SEE DESCRIPTION
 BX2147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2147_SP_SET: RAIL
 BX2147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2147
 BX2147  HISTORY     - Date     Condition        Report By
 BX2147  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2147  HISTORY     - 1952     GOOD             CGS
 BX2147  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 BX2147
 BX2147                          STATION DESCRIPTION
 BX2147
 BX2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2147'2.45 MI N FROM PINELAND.
 BX2147'2.45 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BX2147'THE STATION AT PINELAND, 0.3 MILE NORTH OF THE SIGN AT MAGASCO, 24.7
 BX2147'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.4 FEET EAST OF MILEPOST 100,
 BX2147'THE TOP OF A VERTICAL SECTION OF RAIL WHICH IS SET IN THE GROUND AND
 BX2147'PROJECTS 1.4 FEET ABOVE THE GROUND.
 BX2147
 BX2147                          STATION RECOVERY (2001)
 BX2147
 BX2147'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BX2147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1041 ***********************************************************************
 BY1041  DESIGNATION -  303.962
 BY1041  PID         -  BY1041
 BY1041  STATE/COUNTY-  TX/ANGELINA
 BY1041  USGS QUAD   -  HUNTINGTON (1980)
 BY1041
 BY1041                         *CURRENT SURVEY CONTROL
 BY1041  ___________________________________________________________________
 BY1041* NAD 83(1986)-  31 21 40.     (N)    094 37 28.     (W)     SCALED    
 BY1041* NAVD 88     -        92.55   (+/-2cm)     303.6    (feet)  VERTCON   
 BY1041  ___________________________________________________________________
 BY1041  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BY1041
 BY1041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1041
 BY1041.The horizontal coordinates were scaled from a topographic map and have
 BY1041.an estimated accuracy of +/- 6 seconds.
 BY1041
 BY1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1041.The vertical order pertains to the NGVD 29 superseded value.
 BY1041
 BY1041.The geoid height was determined by GEOID03.
 BY1041
 BY1041;                    North         East    Units  Estimated Accuracy
 BY1041;SPC TX C     - 3,201,770.    1,242,870.      MT  (+/- 180 meters Scaled)
 BY1041
 BY1041                          SUPERSEDED SURVEY CONTROL
 BY1041
 BY1041  NGVD 29 (??/??/92)   92.601  (m)          303.81   (f) ADJ UNCH    2 0
 BY1041
 BY1041.Superseded values are not recommended for survey control.
 BY1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1041.See file dsdata.txt to determine how the superseded data were derived.
 BY1041
 BY1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ454707(NAD 83)
 BY1041_MARKER: N = NAIL
 BY1041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1041_SP_SET: TREE
 BY1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1041
 BY1041  HISTORY     - Date     Condition        Report By
 BY1041  HISTORY     - UNK      MONUMENTED       USGS
 BY1041  HISTORY     - 1949     GOOD             NGS
 BY1041  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1041
 BY1041                          STATION DESCRIPTION
 BY1041
 BY1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1041'3.8 MI N FROM HERTY.
 BY1041'3.0 MILES EAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1041'SOUTHLAND PAPER MILLS WATER TANK AT HERTY, THENCE 0.8 MILE NORTH ALONG
 BY1041'A GRADED DIRT ROAD, 124.0 FEET SOUTH OF THE CENTER LINE OF A DRIVE
 BY1041'LEADING EAST TO A FARMHOUSE, 44.0 FEET SOUTHEAST OF THE CENTER LINE OF
 BY1041'THE ROAD, 32.0 FEET NORTH OF THE CENTER LINE OF A TRAIL LEADING EAST,
 BY1041'A COPPER NAIL AND WASHER IN THE TOP OF THE SOUTHEAST ROOT OF AN 8-INCH
 BY1041'OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE.
 BY1041
 BY1041                          STATION RECOVERY (1998)
 BY1041
 BY1041'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2132 ***********************************************************************
 CS2132  DESIGNATION -  304 A
 CS2132  PID         -  CS2132
 CS2132  STATE/COUNTY-  TX/HILL
 CS2132  USGS QUAD   -  BLUM (1976)
 CS2132
 CS2132                         *CURRENT SURVEY CONTROL
 CS2132  ___________________________________________________________________
 CS2132* NAD 83(1986)-  32 09 34.     (N)    097 23 18.     (W)     SCALED    
 CS2132* NAVD 88     -       183.486  (meters)     601.99   (feet)  ADJUSTED  
 CS2132  ___________________________________________________________________
 CS2132  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CS2132  DYNAMIC HT  -         183.261 (meters)     601.25  (feet)  COMP
 CS2132  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 CS2132
 CS2132  VERT ORDER  -  SECOND    CLASS 0
 CS2132
 CS2132.The horizontal coordinates were scaled from a topographic map and have
 CS2132.an estimated accuracy of +/- 6 seconds.
 CS2132
 CS2132.The orthometric height was determined by differential leveling
 CS2132.and adjusted by the National Geodetic Survey in June 1991..
 CS2132
 CS2132.The geoid height was determined by GEOID03.
 CS2132
 CS2132.The dynamic height is computed by dividing the NAVD 88
 CS2132.geopotential number by the normal gravity value computed on the
 CS2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2132.degrees latitude (g = 980.6199 gals.).
 CS2132
 CS2132.The modeled gravity was interpolated from observed gravity values.
 CS2132
 CS2132;                    North         East    Units  Estimated Accuracy
 CS2132;SPC TXNC     - 2,055,200.      704,860.      MT  (+/- 180 meters Scaled)
 CS2132
 CS2132                          SUPERSEDED SURVEY CONTROL
 CS2132
 CS2132  NGVD 29 (??/??/92)  183.466  (m)          601.92   (f) ADJ UNCH    2 0
 CS2132
 CS2132.Superseded values are not recommended for survey control.
 CS2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2132.See file dsdata.txt to determine how the superseded data were derived.
 CS2132
 CS2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA519592(NAD 83)
 CS2132_MARKER: Q = CHISELED SQUARE
 CS2132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2132_SP_SET: BRIDGE
 CS2132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2132
 CS2132  HISTORY     - Date     Condition        Report By
 CS2132  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2132  HISTORY     - 1966     GOOD             NGS
 CS2132  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS2132
 CS2132                          STATION DESCRIPTION
 CS2132
 CS2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2132'1.3 MI N FROM BLUM.
 CS2132'ABOUT 1.3 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2132'FROM THE STATION AT BLUM, HILL COUNTY, AT BRIDGE 304 A, ON THE TOP OF
 CS2132'THE SOUTHEAST CORNER OF THE EAST CONCRETE HEAD WALL.  A CHISELED
 CS2132'CROSS.  NOTE-- THE RAILROAD TRACKS NO LONGER EXIST.  THE OLD RAILROAD
 CS2132'BED IS NOW USED AS A FARM ROAD.  THE REMAINS OF THE BRIDGE APPEAR TO
 CS2132'BE IN ITS ORIGINAL POSITION, AND THE MARK WAS FOUND AS DESCRIBED
 CS2132'EXCEPT THE POINT IS A CHISELED SQUARE.  THE MARK MAY BE REACHED FROM
 CS2132'THE OLD RAILWAY STATION IN BLUM, BY GOING NORTH 1.3 MILE ALONG THE
 CS2132'FARM ROAD TO SITE OF MARK.
 CS2132
 CS2132                          STATION RECOVERY (1999)
 CS2132
 CS2132'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0031 ***********************************************************************
 BY0031  DESIGNATION -  304.22
 BY0031  PID         -  BY0031
 BY0031  STATE/COUNTY-  TX/SHELBY
 BY0031  USGS QUAD   -  TENAHA EAST (1984)
 BY0031
 BY0031                         *CURRENT SURVEY CONTROL
 BY0031  ___________________________________________________________________
 BY0031* NAD 83(1986)-  31 55 29.     (N)    094 14 00.     (W)     SCALED    
 BY0031* NAVD 88     -        92.88   (+/-2cm)     304.7    (feet)  VERTCON   
 BY0031  ___________________________________________________________________
 BY0031  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY0031
 BY0031  VERT ORDER  -  ? (See Below)
 BY0031
 BY0031.The horizontal coordinates were scaled from a topographic map and have
 BY0031.an estimated accuracy of +/- 6 seconds.
 BY0031
 BY0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0031.The vertical order pertains to the NGVD 29 superseded value.
 BY0031
 BY0031.The geoid height was determined by GEOID03.
 BY0031
 BY0031;                    North         East    Units  Estimated Accuracy
 BY0031;SPC TX C     - 3,266,140.    1,276,600.      MT  (+/- 180 meters Scaled)
 BY0031
 BY0031                          SUPERSEDED SURVEY CONTROL
 BY0031
 BY0031  NGVD 29 (??/??/92)   92.923  (m)          304.86   (f) ADJ UNCH    ?  
 BY0031
 BY0031.Superseded values are not recommended for survey control.
 BY0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0031.See file dsdata.txt to determine how the superseded data were derived.
 BY0031
 BY0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR834327(NAD 83)
 BY0031_MARKER: Z = SEE DESCRIPTION
 BY0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0031_SP_SET: IRON RAIL
 BY0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0031
 BY0031  HISTORY     - Date     Condition        Report By
 BY0031  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0031  HISTORY     - 1932     GOOD             NGS
 BY0031  HISTORY     - 1934     GOOD             NGS
 BY0031
 BY0031                          STATION DESCRIPTION
 BY0031
 BY0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0031'1.5 MI S FROM TENAHA.
 BY0031'ON THE G.C. AND SANTA FE. R.R., AT MILE POLE NO. 150, ON THE FENCE
 BY0031'LINE, AND 6 X 40 FEET WEST OF THE RAILROAD.
 BY0031
 BY0031                          STATION RECOVERY (1934)
 BY0031
 BY0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0171 ***********************************************************************
 BP0171  DESIGNATION -  3047
 BP0171  PID         -  BP0171
 BP0171  STATE/COUNTY-  TX/PECOS
 BP0171  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0171
 BP0171                         *CURRENT SURVEY CONTROL
 BP0171  ___________________________________________________________________
 BP0171* NAD 83(1986)-  30 50 56.     (N)    102 51 36.     (W)     SCALED    
 BP0171* NAVD 88     -       928.628  (meters)    3046.67   (feet)  POSTED    
 BP0171  ___________________________________________________________________
 BP0171  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 BP0171  DYNAMIC HT  -         927.200 (meters)    3041.99  (feet)  COMP
 BP0171  MODELED GRAV-     979,074.8   (mgal)                       NAVD 88
 BP0171
 BP0171  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0171
 BP0171.The horizontal coordinates were scaled from a topographic map and have
 BP0171.an estimated accuracy of +/- 6 seconds.
 BP0171
 BP0171.The orthometric height was determined by differential leveling
 BP0171.and adjusted by the National Geodetic Survey in 1992..
 BP0171.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0171.rate of 2.1 thru 3.0 mm/km.
 BP0171
 BP0171.The geoid height was determined by GEOID03.
 BP0171
 BP0171.The dynamic height is computed by dividing the NAVD 88
 BP0171.geopotential number by the normal gravity value computed on the
 BP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0171.degrees latitude (g = 980.6199 gals.).
 BP0171
 BP0171.The modeled gravity was interpolated from observed gravity values.
 BP0171
 BP0171;                    North         East    Units  Estimated Accuracy
 BP0171;SPC TX C     - 3,133,800.      458,360.      MT  (+/- 180 meters Scaled)
 BP0171
 BP0171                          SUPERSEDED SURVEY CONTROL
 BP0171
 BP0171  NGVD 29 (??/??/92)  928.282  (m)         3045.54   (f) ADJ UNCH    1 2
 BP0171
 BP0171.Superseded values are not recommended for survey control.
 BP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0171.See file dsdata.txt to determine how the superseded data were derived.
 BP0171
 BP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ046148(NAD 83)
 BP0171_MARKER: P = PIPE CAP
 BP0171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0171_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0171
 BP0171  HISTORY     - Date     Condition        Report By
 BP0171  HISTORY     - UNK      MONUMENTED       USGS
 BP0171  HISTORY     - 1933     GOOD             NGS
 BP0171  HISTORY     - 1969     GOOD             ROCO
 BP0171
 BP0171                          STATION DESCRIPTION
 BP0171
 BP0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BP0171'2.7 MI SE FROM FORT STOCKTON.
 BP0171'2.7 MILES SOUTHEAST OF ALONG THE OLD SANDERSON ROAD.  6 POWER POLES
 BP0171'WEST OF HIGHWAY TO SANDERSON.  1 TELEPHONE POLE NORTH OF EAST, WEST
 BP0171'FENCE.
 BP0171
 BP0171                          STATION RECOVERY (1969)
 BP0171
 BP0171'RECOVERY NOTE BY RICHFIELD OIL COMPANY 1969
 BP0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0251 ***********************************************************************
 BA0251  DESIGNATION -  3049 RESET 1943
 BA0251  PID         -  BA0251
 BA0251  STATE/COUNTY-  TX/BREWSTER
 BA0251  USGS QUAD   -  HEN EGG MOUNTAIN (1971)
 BA0251
 BA0251                         *CURRENT SURVEY CONTROL
 BA0251  ___________________________________________________________________
 BA0251* NAD 83(1986)-  29 27 10.     (N)    103 33 40.     (W)     SCALED    
 BA0251* NAVD 88     -       916.072  (meters)    3005.48   (feet)  ADJUSTED  
 BA0251  ___________________________________________________________________
 BA0251  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 BA0251  DYNAMIC HT  -         914.578 (meters)    3000.58  (feet)  COMP
 BA0251  MODELED GRAV-     978,982.6   (mgal)                       NAVD 88
 BA0251
 BA0251  VERT ORDER  -  SECOND    CLASS 0
 BA0251
 BA0251.The horizontal coordinates were scaled from a topographic map and have
 BA0251.an estimated accuracy of +/- 6 seconds.
 BA0251
 BA0251.The orthometric height was determined by differential leveling
 BA0251.and adjusted by the National Geodetic Survey in June 1991..
 BA0251
 BA0251.The geoid height was determined by GEOID03.
 BA0251
 BA0251.The dynamic height is computed by dividing the NAVD 88
 BA0251.geopotential number by the normal gravity value computed on the
 BA0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0251.degrees latitude (g = 980.6199 gals.).
 BA0251
 BA0251.The modeled gravity was interpolated from observed gravity values.
 BA0251
 BA0251;                    North         East    Units  Estimated Accuracy
 BA0251;SPC TXSC     - 4,188,100.      157,690.      MT  (+/- 180 meters Scaled)
 BA0251
 BA0251                          SUPERSEDED SURVEY CONTROL
 BA0251
 BA0251  NGVD 29 (??/??/92)  915.61   (m)         3004.0    (f) COMPUTED    2 0
 BA0251
 BA0251.Superseded values are not recommended for survey control.
 BA0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0251.See file dsdata.txt to determine how the superseded data were derived.
 BA0251
 BA0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN395590(NAD 83)
 BA0251_MARKER: P = PIPE CAP
 BA0251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BA0251_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BA0251_STAMPING: 3049 MARFA RESET 1943
 BA0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0251
 BA0251  HISTORY     - Date     Condition        Report By
 BA0251  HISTORY     - 1943     MONUMENTED       USGS
 BA0251  HISTORY     - 1958     GOOD             NGS
 BA0251  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0251
 BA0251                          STATION DESCRIPTION
 BA0251
 BA0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0251'12.1 MI NE FROM TERLINGUA.
 BA0251'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0251'TERLINGUA, THENCE ABOUT 11.1 MILES NORTHEAST ALONG A GRADED DIRT ROAD.
 BA0251'12 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.25
 BA0251'MILE SOUTH-SOUTHEAST OF A SMALL BUTTE WITH A FLAT TOP, ABOUT 220 FEET
 BA0251'NORTH OF A CURVE IN THE ROAD, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 BA0251'WITNESS POST, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 2
 BA0251'1/2 FEET.
 BA0251
 BA0251                          STATION RECOVERY (2001)
 BA0251
 BA0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0251'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3508 ***********************************************************************
 AW3508  DESIGNATION -  305+00 905
 AW3508  PID         -  AW3508
 AW3508  STATE/COUNTY-  TX/HARRIS
 AW3508  USGS QUAD   -  LA PORTE (1982)
 AW3508
 AW3508                         *CURRENT SURVEY CONTROL
 AW3508  ___________________________________________________________________
 AW3508* NAD 83(1986)-  29 43 42.     (N)    095 02 42.     (W)     SCALED    
 AW3508* NAVD 88     -         1.02   (+/-2cm)       3.3    (feet)  VERTCON   
 AW3508  ___________________________________________________________________
 AW3508  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3508
 AW3508  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3508
 AW3508.The horizontal coordinates were scaled from a topographic map and have
 AW3508.an estimated accuracy of +/- 6 seconds.
 AW3508
 AW3508.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3508.The vertical order pertains to the NGVD 29 superseded value.
 AW3508
 AW3508.The geoid height was determined by GEOID03.
 AW3508
 AW3508;                    North         East    Units  Estimated Accuracy
 AW3508;SPC TXSC     - 4,216,490.      982,520.      MT  (+/- 180 meters Scaled)
 AW3508
 AW3508                          SUPERSEDED SURVEY CONTROL
 AW3508
 AW3508  NGVD 29 (??/??/92)    1.020  (m)            3.35   (f) ADJ UNCH    1 2
 AW3508
 AW3508.Superseded values are not recommended for survey control.
 AW3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3508.See file dsdata.txt to determine how the superseded data were derived.
 AW3508
 AW3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN022904(NAD 83)
 AW3508_MARKER: DD = SURVEY DISK
 AW3508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3508_STAMPING: 305+00 905
 AW3508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3508+STABILITY: SURFACE MOTION
 AW3508
 AW3508  HISTORY     - Date     Condition        Report By
 AW3508  HISTORY     - UNK      MONUMENTED       USE
 AW3508  HISTORY     - 1959     GOOD             NGS
 AW3508  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3508
 AW3508                          STATION DESCRIPTION
 AW3508
 AW3508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3508'3.4 MI SE FROM LYNCHBURG.
 AW3508'ABOUT 3.4 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3508'FERRY LANDING AT LYNCHBURG, ON ALEXANDER ISLAND, ABOUT 0.1 MILE WEST
 AW3508'OF LIGHT BEACON P, 123 FEET NORTH OF THE CENTER LINE OF A CLAY ROAD
 AW3508'BED, 30 FEET SOUTH OF THE HIGH WATER LINE OF THE CHANNEL, 14 1/2 FEET
 AW3508'WEST OF A FENCE LINE, 2 FEET EAST OF A 6 X 6-INCH POST PROJECTING 6
 AW3508'1/2 FEET, AND IN THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH
 AW3508'WITH THE GROUND. NOTE-- CONSIDERABLE EROSION IN THE AREA. MARK IS
 AW3508'BELIEVED TO HAVE BEEN WASHED OUT SINCE IT WAS ONLY 30 FEET FROM THE
 AW3508'HIGH WATER LINE IN 1959.
 AW3508
 AW3508                          STATION RECOVERY (1964)
 AW3508
 AW3508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1579 ***********************************************************************
 BY1579  DESIGNATION -  305.2
 BY1579  PID         -  BY1579
 BY1579  STATE/COUNTY-  TX/HOUSTON
 BY1579  USGS QUAD   -  CROCKETT (1950)
 BY1579
 BY1579                         *CURRENT SURVEY CONTROL
 BY1579  ___________________________________________________________________
 BY1579* NAD 83(1986)-  31 17 08.     (N)    095 24 29.     (W)     SCALED    
 BY1579* NAVD 88     -        93.07   (+/-2cm)     305.3    (feet)  VERTCON   
 BY1579  ___________________________________________________________________
 BY1579  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY1579
 BY1579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1579
 BY1579.The horizontal coordinates were scaled from a topographic map and have
 BY1579.an estimated accuracy of +/- 6 seconds.
 BY1579
 BY1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1579.The vertical order pertains to the NGVD 29 superseded value.
 BY1579
 BY1579.The geoid height was determined by GEOID03.
 BY1579
 BY1579;                    North         East    Units  Estimated Accuracy
 BY1579;SPC TX C     - 3,189,840.    1,168,780.      MT  (+/- 180 meters Scaled)
 BY1579
 BY1579                          SUPERSEDED SURVEY CONTROL
 BY1579
 BY1579  NGVD 29 (??/??/92)   93.058  (m)          305.31   (f) ADJ UNCH    2 0
 BY1579
 BY1579.Superseded values are not recommended for survey control.
 BY1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1579.See file dsdata.txt to determine how the superseded data were derived.
 BY1579
 BY1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ707637(NAD 83)
 BY1579_MARKER: Q = CHISELED SQUARE
 BY1579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1579_SP_SET: BRIDGE
 BY1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1579
 BY1579  HISTORY     - Date     Condition        Report By
 BY1579  HISTORY     - UNK      MONUMENTED       USGS
 BY1579  HISTORY     - 1948     GOOD             NGS
 BY1579
 BY1579                          STATION DESCRIPTION
 BY1579
 BY1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1579'3.95 MI SE FROM CROCKETT.
 BY1579'3.95 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE HOUSTON
 BY1579'COUNTY COURTHOUSE AT CROCKETT, AT THE SOUTH CORNER OF THE BRIDGE OVER
 BY1579'BEAVERS CREEK, IN THE TOP OF THE BACKWALL OF THE SOUTHEAST ABUTMENT OF
 BY1579'THE BRIDGE, 0.15 FOOT NORTHEAST OF A POINT WHERE THE BACKWALL BEGINS A
 BY1579'45-DEGREE SLOPE DOWNWARD TO THE SOUTHWEST, 1.0 FOOT ABOVE THE LEVEL OF
 BY1579'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0257 ***********************************************************************
 AH0257  DESIGNATION -  30+54
 AH0257  PID         -  AH0257
 AH0257  STATE/COUNTY-  TX/NUECES
 AH0257  USGS QUAD   -  PORT ARANSAS (1975)
 AH0257
 AH0257                         *CURRENT SURVEY CONTROL
 AH0257  ___________________________________________________________________
 AH0257* NAD 83(1986)-  27 50 26.     (N)    097 03 57.     (W)     SCALED    
 AH0257* NAVD 88     -         0.67   (+/-2cm)       2.2    (feet)  VERTCON   
 AH0257  ___________________________________________________________________
 AH0257  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH0257
 AH0257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0257
 AH0257.The horizontal coordinates were scaled from a topographic map and have
 AH0257.an estimated accuracy of +/- 6 seconds.
 AH0257
 AH0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0257.The vertical order pertains to the NGVD 29 superseded value.
 AH0257
 AH0257.The geoid height was determined by GEOID03.
 AH0257
 AH0257;                    North         East    Units  Estimated Accuracy
 AH0257;SPC TX S     - 5,241,660.      441,270.      MT  (+/- 180 meters Scaled)
 AH0257
 AH0257                          SUPERSEDED SURVEY CONTROL
 AH0257
 AH0257  NGVD 29 (??/??/92)    0.79   (m)            2.6    (f) COMPUTED    2 0
 AH0257
 AH0257.Superseded values are not recommended for survey control.
 AH0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0257.See file dsdata.txt to determine how the superseded data were derived.
 AH0257
 AH0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR904810(NAD 83)
 AH0257_MARKER: DD = SURVEY DISK
 AH0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0257+STABILITY: SURFACE MOTION
 AH0257
 AH0257  HISTORY     - Date     Condition        Report By
 AH0257  HISTORY     - UNK      MONUMENTED       DOD
 AH0257  HISTORY     - 1951     GOOD             NGS
 AH0257  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0257
 AH0257                          STATION DESCRIPTION
 AH0257
 AH0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0257'1.0 MI W FROM PORT ARANSAS.
 AH0257'0.15 MILE WEST ALONG AN OILED STREET FROM THE COAST GUARD STATION AT
 AH0257'PORT ARANSAS, THENCE 0.1 MILE SOUTH ALONG AN OILED STREET, THENCE 0.25
 AH0257'MILE WEST ALONG A SAND ROAD, THENCE 0.5 MILE NORTHWEST ALONG A WINDING
 AH0257'SANDY TRACK ROAD, 0.5 MILE WEST OF THE FERRY LANDING ON THE SOUTH SIDE
 AH0257'OF THE CORPUS CHRISTI SHIP CHANNEL, 281 FEET NORTHWEST OF A FENCE
 AH0257'CORNER, 54 FEET SOUTHWEST OF BENCH MARK 30 (U.S.E.D.), 3 FEET
 AH0257'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AH0257'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AH0257
 AH0257                          STATION RECOVERY (1959)
 AH0257
 AH0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1978 ***********************************************************************
 CS1978  DESIGNATION -  3054 A
 CS1978  PID         -  CS1978
 CS1978  STATE/COUNTY-  TX/TARRANT
 CS1978  USGS QUAD   -  HURST (1981)
 CS1978
 CS1978                         *CURRENT SURVEY CONTROL
 CS1978  ___________________________________________________________________
 CS1978* NAD 83(1986)-  32 47 47.     (N)    097 13 14.     (W)     SCALED    
 CS1978* NAVD 88     -       161.481  (meters)     529.79   (feet)  ADJUSTED  
 CS1978  ___________________________________________________________________
 CS1978  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS1978  DYNAMIC HT  -         161.292 (meters)     529.17  (feet)  COMP
 CS1978  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 CS1978
 CS1978  VERT ORDER  -  SECOND    CLASS 0
 CS1978
 CS1978.The horizontal coordinates were scaled from a topographic map and have
 CS1978.an estimated accuracy of +/- 6 seconds.
 CS1978
 CS1978.The orthometric height was determined by differential leveling
 CS1978.and adjusted by the National Geodetic Survey in June 1991..
 CS1978
 CS1978.The geoid height was determined by GEOID03.
 CS1978
 CS1978.The dynamic height is computed by dividing the NAVD 88
 CS1978.geopotential number by the normal gravity value computed on the
 CS1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1978.degrees latitude (g = 980.6199 gals.).
 CS1978
 CS1978.The modeled gravity was interpolated from observed gravity values.
 CS1978
 CS1978;                    North         East    Units  Estimated Accuracy
 CS1978;SPC TXNC     - 2,126,000.      719,830.      MT  (+/- 180 meters Scaled)
 CS1978
 CS1978                          SUPERSEDED SURVEY CONTROL
 CS1978
 CS1978  NGVD 29 (??/??/92)  161.477  (m)          529.78   (f) ADJ UNCH    2 0
 CS1978
 CS1978.Superseded values are not recommended for survey control.
 CS1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1978.See file dsdata.txt to determine how the superseded data were derived.
 CS1978
 CS1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB666301(NAD 83)
 CS1978_MARKER: DD = SURVEY DISK
 CS1978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1978_SP_SET: CULVERT
 CS1978_STAMPING: 3054-A
 CS1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1978
 CS1978  HISTORY     - Date     Condition        Report By
 CS1978  HISTORY     - UNK      MONUMENTED       WPA
 CS1978  HISTORY     - 1956     GOOD             NGS
 CS1978  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 CS1978
 CS1978                          STATION DESCRIPTION
 CS1978
 CS1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1978'3.8 MI SE FROM HALTOM CITY.
 CS1978'TO REACH FROM HALTOM CITY, GO EAST ON HIGHWAY 183 FROM THE MAIN
 CS1978'HIGHWAY JUNCTION AT THE EAST SIDE OF TOWN, 2.8 MILES TO A T ROAD
 CS1978'SOUTH.  TURN RIGHT HERE AND GO SOUTH 0.9 MILE TO THE MARK ON THE LEFT,
 CS1978'IN THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT WHICH IS
 CS1978'EAST OF A NURSERY AND A LARGE GRAVEL STOCKPILE.  A STANDARD WPA DISK
 CS1978'STAMPED 3054-A.
 CS1978
 CS1978                          STATION RECOVERY (1997)
 CS1978
 CS1978'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0033 ***********************************************************************
 AJ0033  DESIGNATION -  306
 AJ0033  PID         -  AJ0033
 AJ0033  STATE/COUNTY-  TX/DUVAL
 AJ0033  USGS QUAD   -  SAN DIEGO (1963)
 AJ0033
 AJ0033                         *CURRENT SURVEY CONTROL
 AJ0033  ___________________________________________________________________
 AJ0033* NAD 83(1986)-  27 45 56.     (N)    098 14 10.     (W)     SCALED    
 AJ0033* NAVD 88     -        92.769  (meters)     304.36   (feet)  ADJUSTED  
 AJ0033  ___________________________________________________________________
 AJ0033  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AJ0033  DYNAMIC HT  -          92.625 (meters)     303.89  (feet)  COMP
 AJ0033  MODELED GRAV-     979,095.3   (mgal)                       NAVD 88
 AJ0033
 AJ0033  VERT ORDER  -  FIRST     CLASS II
 AJ0033
 AJ0033.The horizontal coordinates were scaled from a topographic map and have
 AJ0033.an estimated accuracy of +/- 6 seconds.
 AJ0033
 AJ0033.The orthometric height was determined by differential leveling
 AJ0033.and adjusted by the National Geodetic Survey in June 1991..
 AJ0033.WARNING-Repeat measurements at this control monument indicate possible
 AJ0033.vertical movement.
 AJ0033
 AJ0033.The geoid height was determined by GEOID03.
 AJ0033
 AJ0033.The dynamic height is computed by dividing the NAVD 88
 AJ0033.geopotential number by the normal gravity value computed on the
 AJ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0033.degrees latitude (g = 980.6199 gals.).
 AJ0033
 AJ0033.The modeled gravity was interpolated from observed gravity values.
 AJ0033
 AJ0033;                    North         East    Units  Estimated Accuracy
 AJ0033;SPC TX S     - 5,232,570.      326,010.      MT  (+/- 180 meters Scaled)
 AJ0033
 AJ0033                          SUPERSEDED SURVEY CONTROL
 AJ0033
 AJ0033  NGVD 29 (??/??/92)   92.852  (m)          304.63   (f) ADJ UNCH    1 2
 AJ0033
 AJ0033.Superseded values are not recommended for survey control.
 AJ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0033.See file dsdata.txt to determine how the superseded data were derived.
 AJ0033
 AJ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR752714(NAD 83)
 AJ0033_MARKER: P = PIPE CAP
 AJ0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AJ0033_STAMPING: 306 - 1920
 AJ0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0033
 AJ0033  HISTORY     - Date     Condition        Report By
 AJ0033  HISTORY     - 1920     MONUMENTED       USGS
 AJ0033  HISTORY     - 1942     GOOD             NGS
 AJ0033
 AJ0033                          STATION DESCRIPTION
 AJ0033
 AJ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0033'IN SAN DIEGO.
 AJ0033'BENCH MARK IS ABOUT 230.0 FEET NORTHEAST OF THE MISSOURI PACIFIC
 AJ0033'RAILROAD STATION AT SAN DIEGO, 55.0 FEET NORTHEAST OF THE CENTER OF
 AJ0033'ROAD CROSSING AND SOUTH OF A FENCE CORNER.  A STD. U.S.G.S. BRASS CAP
 AJ0033'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0034 ***********************************************************************
 AJ0034  DESIGNATION -  307
 AJ0034  PID         -  AJ0034
 AJ0034  STATE/COUNTY-  TX/DUVAL
 AJ0034  USGS QUAD   -  SAN DIEGO (1963)
 AJ0034
 AJ0034                         *CURRENT SURVEY CONTROL
 AJ0034  ___________________________________________________________________
 AJ0034* NAD 83(1986)-  27 45 49.     (N)    098 14 20.     (W)     SCALED    
 AJ0034* NAVD 88     -        93.494  (meters)     306.74   (feet)  ADJUSTED  
 AJ0034  ___________________________________________________________________
 AJ0034  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AJ0034  DYNAMIC HT  -          93.349 (meters)     306.26  (feet)  COMP
 AJ0034  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 AJ0034
 AJ0034  VERT ORDER  -  SECOND    CLASS 0
 AJ0034
 AJ0034.The horizontal coordinates were scaled from a topographic map and have
 AJ0034.an estimated accuracy of +/- 6 seconds.
 AJ0034
 AJ0034.The orthometric height was determined by differential leveling
 AJ0034.and adjusted by the National Geodetic Survey in June 1991..
 AJ0034
 AJ0034.The geoid height was determined by GEOID03.
 AJ0034
 AJ0034.The dynamic height is computed by dividing the NAVD 88
 AJ0034.geopotential number by the normal gravity value computed on the
 AJ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0034.degrees latitude (g = 980.6199 gals.).
 AJ0034
 AJ0034.The modeled gravity was interpolated from observed gravity values.
 AJ0034
 AJ0034;                    North         East    Units  Estimated Accuracy
 AJ0034;SPC TX S     - 5,232,360.      325,740.      MT  (+/- 180 meters Scaled)
 AJ0034
 AJ0034                          SUPERSEDED SURVEY CONTROL
 AJ0034
 AJ0034  NGVD 29 (??/??/92)   93.577  (m)          307.01   (f) ADJ UNCH    2 0
 AJ0034
 AJ0034.Superseded values are not recommended for survey control.
 AJ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0034.See file dsdata.txt to determine how the superseded data were derived.
 AJ0034
 AJ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR749712(NAD 83)
 AJ0034_MARKER: Q = CHISELED SQUARE
 AJ0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0034_SP_SET: STONE CURBING
 AJ0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0034
 AJ0034  HISTORY     - Date     Condition        Report By
 AJ0034  HISTORY     - UNK      MONUMENTED       USGS
 AJ0034  HISTORY     - 1942     GOOD             NGS
 AJ0034
 AJ0034                          STATION DESCRIPTION
 AJ0034
 AJ0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0034'IN SAN DIEGO.
 AJ0034'BENCH MARK IS A CHISELED SQUARE ON TOP OF THE NORTH STONE CURBING, AND
 AJ0034'ABOUT THE CENTER, AROUND A GARDEN NEAR THE COURT HOUSE.  IT IS 56.5
 AJ0034'FEET WEST OF BENCH MARK H 50 (U.S.G.S.) THAT IS AT THE ENTRANCE TO
 AJ0034'COURTHOUSE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0758 ***********************************************************************
 BY0758  DESIGNATION -  307.377 C OF L
 BY0758  PID         -  BY0758
 BY0758  STATE/COUNTY-  TX/ANGELINA
 BY0758  USGS QUAD   -  LUFKIN (1980)
 BY0758
 BY0758                         *CURRENT SURVEY CONTROL
 BY0758  ___________________________________________________________________
 BY0758* NAD 83(1986)-  31 20 13.     (N)    094 44 01.     (W)     SCALED    
 BY0758* NAVD 88     -        93.56   (+/-2cm)     307.0    (feet)  VERTCON   
 BY0758  ___________________________________________________________________
 BY0758  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BY0758
 BY0758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0758
 BY0758.The horizontal coordinates were scaled from a topographic map and have
 BY0758.an estimated accuracy of +/- 6 seconds.
 BY0758
 BY0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0758.The vertical order pertains to the NGVD 29 superseded value.
 BY0758
 BY0758.The geoid height was determined by GEOID03.
 BY0758
 BY0758;                    North         East    Units  Estimated Accuracy
 BY0758;SPC TX C     - 3,198,570.    1,232,630.      MT  (+/- 180 meters Scaled)
 BY0758
 BY0758                          SUPERSEDED SURVEY CONTROL
 BY0758
 BY0758  NGVD 29 (??/??/92)   93.605  (m)          307.10   (f) ADJ UNCH    2 0
 BY0758
 BY0758.Superseded values are not recommended for survey control.
 BY0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0758.See file dsdata.txt to determine how the superseded data were derived.
 BY0758
 BY0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ350682(NAD 83)
 BY0758_MARKER: Z = SEE DESCRIPTION
 BY0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0758_STAMPING: 3212 56 W 2283 70 307.377
 BY0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0758+STABILITY: SURFACE MOTION
 BY0758
 BY0758  HISTORY     - Date     Condition        Report By
 BY0758  HISTORY     - UNK      MONUMENTED       LOCENG
 BY0758  HISTORY     - 1948     GOOD             NGS
 BY0758
 BY0758                          STATION DESCRIPTION
 BY0758
 BY0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY0758'IN LUFKIN.
 BY0758'AT LUFKIN, ONE-HALF BLOCK SOUTH OF THE INTERSECTION OF BYNUM STREET
 BY0758'AND JEFFERSON STREET, AT A POINT WHERE BYNUM STREET MAKES A TURN TO
 BY0758'THE RIGHT, 31.2 FEET EAST OF THE CENTER LINE OF BYNUM STREET, 22.1
 BY0758'FEET SOUTHWEST OF A DIRT STREET LEADING SOUTHEAST, 67.4 FEET NORTH OF
 BY0758'THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 7.6 FEET SOUTHWEST OF A
 BY0758'POWER LINE POLE, SET IN THE TOP OF A CONCRETE POST AND LEVEL WITH THE
 BY0758'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0688 ***********************************************************************
 CC0688  DESIGNATION -  3083.04 TXHD
 CC0688  PID         -  CC0688
 CC0688  STATE/COUNTY-  TX/ECTOR
 CC0688  USGS QUAD   -  DOURO (1981)
 CC0688
 CC0688                         *CURRENT SURVEY CONTROL
 CC0688  ___________________________________________________________________
 CC0688* NAD 83(1986)-  31 45 54.     (N)    102 31 13.     (W)     SCALED    
 CC0688* NAVD 88     -       940.101  (meters)    3084.31   (feet)  ADJUSTED  
 CC0688  ___________________________________________________________________
 CC0688  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CC0688  DYNAMIC HT  -         938.773 (meters)    3079.96  (feet)  COMP
 CC0688  MODELED GRAV-     979,194.3   (mgal)                       NAVD 88
 CC0688
 CC0688  VERT ORDER  -  FIRST     CLASS II
 CC0688
 CC0688.The horizontal coordinates were scaled from a topographic map and have
 CC0688.an estimated accuracy of +/- 6 seconds.
 CC0688
 CC0688.The orthometric height was determined by differential leveling
 CC0688.and adjusted by the National Geodetic Survey in June 1991..
 CC0688
 CC0688.The geoid height was determined by GEOID03.
 CC0688
 CC0688.The dynamic height is computed by dividing the NAVD 88
 CC0688.geopotential number by the normal gravity value computed on the
 CC0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0688.degrees latitude (g = 980.6199 gals.).
 CC0688
 CC0688.The modeled gravity was interpolated from observed gravity values.
 CC0688
 CC0688;                    North         East    Units  Estimated Accuracy
 CC0688;SPC TX C     - 3,234,660.      492,840.      MT  (+/- 180 meters Scaled)
 CC0688
 CC0688                          SUPERSEDED SURVEY CONTROL
 CC0688
 CC0688.No superseded survey control is available for this station.
 CC0688
 CC0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR348170(NAD 83)
 CC0688_MARKER: DB = BENCH MARK DISK
 CC0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0688_SP_SET: CONCRETE POST
 CC0688_STAMPING: 3083.04
 CC0688_MARK LOGO: TXHD  
 CC0688_PROJECTION: FLUSH
 CC0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0688+STABILITY: SURFACE MOTION
 CC0688
 CC0688  HISTORY     - Date     Condition        Report By
 CC0688  HISTORY     - UNK      MONUMENTED       TXHD
 CC0688  HISTORY     - 1982     GOOD             NGS
 CC0688
 CC0688                          STATION DESCRIPTION
 CC0688
 CC0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0688'17.2 KM (10.7 MI) SW FROM ODESSA.
 CC0688'17.2 KM (10.7 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0688'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 32.3 METERS (106.0
 CC0688'FT) NORTHEAST OF MILEPOST 584, 15.1 METERS (49.5 FT) EAST OF THE
 CC0688'CENTERLINE OF A PAVED ROAD AND 14.5 METERS (47.6 FT) NORTHWEST OF THE
 CC0688'NEAR RAIL.
 CC0688'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CC0688'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0172 ***********************************************************************
 BP0172  DESIGNATION -  3095
 BP0172  PID         -  BP0172
 BP0172  STATE/COUNTY-  TX/PECOS
 BP0172  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0172
 BP0172                         *CURRENT SURVEY CONTROL
 BP0172  ___________________________________________________________________
 BP0172* NAD 83(1986)-  30 48 47.     (N)    102 50 01.     (W)     SCALED    
 BP0172* NAVD 88     -       943.265  (meters)    3094.70   (feet)  POSTED    
 BP0172  ___________________________________________________________________
 BP0172  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 BP0172  DYNAMIC HT  -         941.810 (meters)    3089.92  (feet)  COMP
 BP0172  MODELED GRAV-     979,064.3   (mgal)                       NAVD 88
 BP0172
 BP0172  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0172
 BP0172.The horizontal coordinates were scaled from a topographic map and have
 BP0172.an estimated accuracy of +/- 6 seconds.
 BP0172
 BP0172.The orthometric height was determined by differential leveling
 BP0172.and adjusted by the National Geodetic Survey in 1992..
 BP0172.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0172.rate of 2.1 thru 3.0 mm/km.
 BP0172
 BP0172.The geoid height was determined by GEOID03.
 BP0172
 BP0172.The dynamic height is computed by dividing the NAVD 88
 BP0172.geopotential number by the normal gravity value computed on the
 BP0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0172.degrees latitude (g = 980.6199 gals.).
 BP0172
 BP0172.The modeled gravity was interpolated from observed gravity values.
 BP0172
 BP0172;                    North         East    Units  Estimated Accuracy
 BP0172;SPC TX C     - 3,129,770.      460,800.      MT  (+/- 180 meters Scaled)
 BP0172
 BP0172                          SUPERSEDED SURVEY CONTROL
 BP0172
 BP0172  NGVD 29 (??/??/92)  942.920  (m)         3093.56   (f) ADJ UNCH    1 2
 BP0172
 BP0172.Superseded values are not recommended for survey control.
 BP0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0172.See file dsdata.txt to determine how the superseded data were derived.
 BP0172
 BP0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ072108(NAD 83)
 BP0172_MARKER: P = PIPE CAP
 BP0172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0172_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0172_STAMPING: ELEV 3093.576 FT 1919
 BP0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0172
 BP0172  HISTORY     - Date     Condition        Report By
 BP0172  HISTORY     - 1919     MONUMENTED       USGS
 BP0172  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0172
 BP0172                          STATION DESCRIPTION
 BP0172
 BP0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0172'6.0 MI SE FROM FORT STOCKTON.
 BP0172'6.0 MILES SOUTHEAST ALONG THE OLD SANDERSON ROAD FROM FORT STOCKTON,
 BP0172'PECOS CO., 0.7 MILE SOUTHEAST OF A DUCK TANK, AND 30 FEET WEST OF THE
 BP0172'ROAD.  A US GS STANDARD CAP, RIVETED ON TOP OF A 3 AND 1/2 INCH IRON
 BP0172'PIPE PROJECTION OF 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0311 ***********************************************************************
 BL0311  DESIGNATION -  31
 BL0311  PID         -  BL0311
 BL0311  STATE/COUNTY-  TX/JASPER
 BL0311  USGS QUAD   -  FRANKLIN LAKE (1984)
 BL0311
 BL0311                         *CURRENT SURVEY CONTROL
 BL0311  ___________________________________________________________________
 BL0311* NAD 83(1986)-  30 23 20.     (N)    094 01 45.     (W)     SCALED    
 BL0311* NAVD 88     -        15.98   (+/-2cm)      52.4    (feet)  VERTCON   
 BL0311  ___________________________________________________________________
 BL0311  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0311
 BL0311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0311
 BL0311.The horizontal coordinates were scaled from a topographic map and have
 BL0311.an estimated accuracy of +/- 6 seconds.
 BL0311
 BL0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0311.The vertical order pertains to the NGVD 29 superseded value.
 BL0311
 BL0311.The geoid height was determined by GEOID03.
 BL0311
 BL0311;                    North         East    Units  Estimated Accuracy
 BL0311;SPC TX C     - 3,097,230.    1,305,520.      MT  (+/- 180 meters Scaled)
 BL0311
 BL0311                          SUPERSEDED SURVEY CONTROL
 BL0311
 BL0311  NGVD 29 (??/??/92)   15.961  (m)           52.37   (f) ADJ UNCH    2 0
 BL0311
 BL0311.Superseded values are not recommended for survey control.
 BL0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0311.See file dsdata.txt to determine how the superseded data were derived.
 BL0311
 BL0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP011623(NAD 83)
 BL0311_MARKER: Z = SEE DESCRIPTION
 BL0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0311_SP_SET: SECTION RAIL
 BL0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0311
 BL0311  HISTORY     - Date     Condition        Report By
 BL0311  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0311  HISTORY     - 1935     GOOD             NGS
 BL0311  HISTORY     - 20040723 GOOD             USPSQD
 BL0311
 BL0311                          STATION DESCRIPTION
 BL0311
 BL0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0311'5.1 MI SW FROM BUNA.
 BL0311'5.1 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BL0311'THE STATION AT BUNA, JASPER COUNTY, OPPOSITE MILEPOST 31, AND 8 FEET
 BL0311'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0311'OF RAIL SET VERTICALLY.
 BL0311
 BL0311                          STATION RECOVERY (2004)
 BL0311
 BL0311'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BL0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0004 ***********************************************************************
 DN0004  DESIGNATION -  31
 DN0004  PID         -  DN0004
 DN0004  STATE/COUNTY-  TX/GRAYSON
 DN0004  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0004
 DN0004                         *CURRENT SURVEY CONTROL
 DN0004  ___________________________________________________________________
 DN0004* NAD 83(1986)-  33 34 34.     (N)    096 24 13.     (W)     SCALED    
 DN0004* NAVD 88     -       235.13   (+/-2cm)     771.4    (feet)  VERTCON   
 DN0004  ___________________________________________________________________
 DN0004  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 DN0004
 DN0004  VERT ORDER  -  ? (See Below)
 DN0004
 DN0004.The horizontal coordinates were scaled from a topographic map and have
 DN0004.an estimated accuracy of +/- 6 seconds.
 DN0004
 DN0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0004.The vertical order pertains to the NGVD 29 superseded value.
 DN0004
 DN0004.The geoid height was determined by GEOID03.
 DN0004
 DN0004;                    North         East    Units  Estimated Accuracy
 DN0004;SPC TXNC     - 2,213,680.      794,600.      MT  (+/- 180 meters Scaled)
 DN0004
 DN0004                          SUPERSEDED SURVEY CONTROL
 DN0004
 DN0004  NGVD 29 (??/??/92)  235.112  (m)          771.36   (f) ADJ UNCH    ?  
 DN0004
 DN0004.Superseded values are not recommended for survey control.
 DN0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0004.See file dsdata.txt to determine how the superseded data were derived.
 DN0004
 DN0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC409181(NAD 83)
 DN0004_MARKER: Q = CHISELED SQUARE
 DN0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0004_SP_SET: CULVERT
 DN0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0004
 DN0004  HISTORY     - Date     Condition        Report By
 DN0004  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0004  HISTORY     - 1933     GOOD             NGS
 DN0004  HISTORY     - 1934     GOOD             NGS
 DN0004  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0004
 DN0004                          STATION DESCRIPTION
 DN0004
 DN0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0004'2.5 MI S FROM BELLS.
 DN0004'2.5 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0004'BELLS, GRAYSON COUNTY, 3-1/2 POLES NORTH OF MILEPOST 677, AT A
 DN0004'CONCRETE CULVERT, AND ON THE TOP OF THE WEST HEADWALL.  A CHISELED
 DN0004'SQUARE.
 DN0004
 DN0004                          STATION RECOVERY (1934)
 DN0004
 DN0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DN0004'RECOVERED IN GOOD CONDITION.
 DN0004
 DN0004                          STATION RECOVERY (1986)
 DN0004
 DN0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1335 ***********************************************************************
 FL1335  DESIGNATION -  31
 FL1335  PID         -  FL1335
 FL1335  STATE/COUNTY-  TX/POTTER
 FL1335  USGS QUAD   -  MARSH (1953)
 FL1335
 FL1335                         *CURRENT SURVEY CONTROL
 FL1335  ___________________________________________________________________
 FL1335* NAD 83(1986)-  35 35 37.     (N)    101 56 18.     (W)     SCALED    
 FL1335* NAVD 88     -      1096.293  (meters)    3596.75   (feet)  ADJUSTED  
 FL1335  ___________________________________________________________________
 FL1335  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL1335  DYNAMIC HT  -        1095.009 (meters)    3592.54  (feet)  COMP
 FL1335  MODELED GRAV-     979,424.9   (mgal)                       NAVD 88
 FL1335
 FL1335  VERT ORDER  -  SECOND    CLASS 0
 FL1335
 FL1335.The horizontal coordinates were scaled from a topographic map and have
 FL1335.an estimated accuracy of +/- 6 seconds.
 FL1335
 FL1335.The orthometric height was determined by differential leveling
 FL1335.and adjusted by the National Geodetic Survey in June 1991..
 FL1335
 FL1335.The geoid height was determined by GEOID03.
 FL1335
 FL1335.The dynamic height is computed by dividing the NAVD 88
 FL1335.geopotential number by the normal gravity value computed on the
 FL1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1335.degrees latitude (g = 980.6199 gals.).
 FL1335
 FL1335.The modeled gravity was interpolated from observed gravity values.
 FL1335
 FL1335;                    North         East    Units  Estimated Accuracy
 FL1335;SPC TX N     - 1,176,880.      160,280.      MT  (+/- 180 meters Scaled)
 FL1335
 FL1335                          SUPERSEDED SURVEY CONTROL
 FL1335
 FL1335  NGVD 29 (??/??/92) 1095.758  (m)         3595.00   (f) ADJ UNCH    2 0
 FL1335
 FL1335.Superseded values are not recommended for survey control.
 FL1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1335.See file dsdata.txt to determine how the superseded data were derived.
 FL1335
 FL1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE337428(NAD 83)
 FL1335_MARKER: B = BOLT
 FL1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1335+STABILITY: SURFACE MOTION
 FL1335
 FL1335  HISTORY     - Date     Condition        Report By
 FL1335  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1335  HISTORY     - 1934     GOOD             NGS
 FL1335
 FL1335                          STATION DESCRIPTION
 FL1335
 FL1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1335'21.0 MI SE FROM DUMAS.
 FL1335'21.0 MILES SE OF AND ALONG THE S.F.R.R. OPPOSITE MILE POST 31.  98 FT.
 FL1335'E OF CENTER OF TRACK.  2 FT. W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0318 ***********************************************************************
 AM0318  DESIGNATION -  31 A
 AM0318  PID         -  AM0318
 AM0318  STATE/COUNTY-  TX/BRAZORIA
 AM0318  USGS QUAD   -  CEDAR LAKES EAST (1974)
 AM0318
 AM0318                         *CURRENT SURVEY CONTROL
 AM0318  ___________________________________________________________________
 AM0318* NAD 83(1986)-  28 52 11.     (N)    095 26 49.     (W)     SCALED    
 AM0318* NAVD 88     -         1.25   (+/-2cm)       4.1    (feet)  VERTCON   
 AM0318  ___________________________________________________________________
 AM0318  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AM0318
 AM0318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0318
 AM0318.The horizontal coordinates were scaled from a topographic map and have
 AM0318.an estimated accuracy of +/- 6 seconds.
 AM0318
 AM0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0318.The vertical order pertains to the NGVD 29 superseded value.
 AM0318
 AM0318.The geoid height was determined by GEOID03.
 AM0318
 AM0318;                    North         East    Units  Estimated Accuracy
 AM0318;SPC TXSC     - 4,120,130.      946,550.      MT  (+/- 180 meters Scaled)
 AM0318
 AM0318                          SUPERSEDED SURVEY CONTROL
 AM0318
 AM0318  NGVD 29 (??/??/92)    1.285  (m)            4.22   (f) ADJ UNCH    2 0
 AM0318
 AM0318.Superseded values are not recommended for survey control.
 AM0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0318.See file dsdata.txt to determine how the superseded data were derived.
 AM0318
 AM0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM613960(NAD 83)
 AM0318_MARKER: DD = SURVEY DISK
 AM0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0318_STAMPING: 31 A
 AM0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0318+STABILITY: SURFACE MOTION
 AM0318
 AM0318  HISTORY     - Date     Condition        Report By
 AM0318  HISTORY     - UNK      MONUMENTED       DOD
 AM0318  HISTORY     - 1942     GOOD             NGS
 AM0318  HISTORY     - 1964     MARK NOT FOUND   USGS
 AM0318
 AM0318                          STATION DESCRIPTION
 AM0318
 AM0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AM0318'16.0 MI SE FROM CEDAR LAKE.
 AM0318'IN BRAZORIA COUNTY, 16.0 MILES SOUTHEAST OF CEDAR LAKE, MATAGORDA
 AM0318'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 AM0318'4.9 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 7.4 MILES SOUTHEAST
 AM0318'ALONG ANOTHER COUNTY ROAD, AND THENCE 3.7 MILES SOUTHEAST ALONG MOUTH
 AM0318'SAN BERNARD RIVER ROAD.  IT 484 FEET WEST OF THE CONFLUENCE OF SAN
 AM0318'BERNARD RIVER AND INTRACOASTAL WATERWAY, 107 FEET EAST OF THE APPROACH
 AM0318'TO AN OLD BRIDGE OVER THE WATERWAY, 43 FEET SOUTH OF THE SOUTHWEST
 AM0318'CORNER OF A SMALL HOUSE, 26 FEET NORTH OF THE NORTH BANK OF THE
 AM0318'WATERWAY, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST WITH A
 AM0318'SIGNBOARD (THE NUMERALS 263 FACE THE WATERWAY).  A CORPS OF ENGINEERS,
 AM0318'U.S. ARMY, STANDARD DISK, STAMPED 31 A AND SET IN THE TOP OF A
 AM0318'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AM0318
 AM0318                          STATION RECOVERY (1964)
 AM0318
 AM0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AM0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0104 ***********************************************************************
 FL0104  DESIGNATION -  31 ATSFRR
 FL0104  PID         -  FL0104
 FL0104  STATE/COUNTY-  TX/WHEELER
 FL0104  USGS QUAD   -  MOBEETIE (1963)
 FL0104
 FL0104                         *CURRENT SURVEY CONTROL
 FL0104  ___________________________________________________________________
 FL0104* NAD 83(1986)-  35 32 25.     (N)    100 25 33.     (W)     SCALED    
 FL0104* NAVD 88     -       810.286  (meters)    2658.41   (feet)  ADJUSTED  
 FL0104  ___________________________________________________________________
 FL0104  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 FL0104  DYNAMIC HT  -         809.407 (meters)    2655.53  (feet)  COMP
 FL0104  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 FL0104
 FL0104  VERT ORDER  -  SECOND    CLASS 0
 FL0104
 FL0104.The horizontal coordinates were scaled from a topographic map and have
 FL0104.an estimated accuracy of +/- 6 seconds.
 FL0104
 FL0104.The orthometric height was determined by differential leveling
 FL0104.and adjusted by the National Geodetic Survey in June 1991..
 FL0104
 FL0104.The geoid height was determined by GEOID03.
 FL0104
 FL0104.The dynamic height is computed by dividing the NAVD 88
 FL0104.geopotential number by the normal gravity value computed on the
 FL0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0104.degrees latitude (g = 980.6199 gals.).
 FL0104
 FL0104.The modeled gravity was interpolated from observed gravity values.
 FL0104
 FL0104;                    North         East    Units  Estimated Accuracy
 FL0104;SPC TX N     - 1,171,400.      297,400.      MT  (+/- 180 meters Scaled)
 FL0104
 FL0104                          SUPERSEDED SURVEY CONTROL
 FL0104
 FL0104  NGVD 29 (??/??/92)  809.945  (m)         2657.29   (f) ADJ UNCH    2 0
 FL0104
 FL0104.Superseded values are not recommended for survey control.
 FL0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0104.See file dsdata.txt to determine how the superseded data were derived.
 FL0104
 FL0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE707338(NAD 83)
 FL0104_MARKER: B = BOLT
 FL0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0104+STABILITY: SURFACE MOTION
 FL0104
 FL0104  HISTORY     - Date     Condition        Report By
 FL0104  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0104  HISTORY     - 1935     GOOD             NGS
 FL0104
 FL0104                          STATION DESCRIPTION
 FL0104
 FL0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0104'0.7 MI E FROM MOBEETIE.
 FL0104'0.7 MILE EAST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND S.F.
 FL0104'RAILROAD BETWEEN MOBEETIE AND GAGEBY, AT MILE POST 31.  111.7 FEET
 FL0104'SOUTHEAST OF MILE POST 31, 45.3 FEET SOUTH OF SOUTH RAIL, AND 1.0 FEET
 FL0104'NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0918 ***********************************************************************
 AB0918  DESIGNATION -  31 B
 AB0918  PID         -  AB0918
 AB0918  STATE/COUNTY-  TX/CAMERON
 AB0918  USGS QUAD   -  SANTA MARIA (1970)
 AB0918
 AB0918                         *CURRENT SURVEY CONTROL
 AB0918  ___________________________________________________________________
 AB0918* NAD 83(1986)-  26 05 13.     (N)    097 52 00.     (W)     SCALED    
 AB0918* NAVD 88     -        20.745  (meters)      68.06   (feet)  ADJUSTED  
 AB0918  ___________________________________________________________________
 AB0918  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AB0918  DYNAMIC HT  -          20.711 (meters)      67.95  (feet)  COMP
 AB0918  MODELED GRAV-     979,013.8   (mgal)                       NAVD 88
 AB0918
 AB0918  VERT ORDER  -  SECOND    CLASS 0
 AB0918
 AB0918.The horizontal coordinates were scaled from a topographic map and have
 AB0918.an estimated accuracy of +/- 6 seconds.
 AB0918
 AB0918.The orthometric height was determined by differential leveling
 AB0918.and adjusted by the National Geodetic Survey in June 1991..
 AB0918
 AB0918.The geoid height was determined by GEOID03.
 AB0918
 AB0918.The dynamic height is computed by dividing the NAVD 88
 AB0918.geopotential number by the normal gravity value computed on the
 AB0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0918.degrees latitude (g = 980.6199 gals.).
 AB0918
 AB0918.The modeled gravity was interpolated from observed gravity values.
 AB0918
 AB0918;                    North         East    Units  Estimated Accuracy
 AB0918;SPC TX S     - 5,046,720.      363,360.      MT  (+/- 180 meters Scaled)
 AB0918
 AB0918                          SUPERSEDED SURVEY CONTROL
 AB0918
 AB0918  NGVD 29 (??/??/92)   20.853  (m)           68.42   (f) ADJ UNCH    2 0
 AB0918
 AB0918.Superseded values are not recommended for survey control.
 AB0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0918.See file dsdata.txt to determine how the superseded data were derived.
 AB0918
 AB0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP133858(NAD 83)
 AB0918_MARKER: DD = SURVEY DISK
 AB0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0918_STAMPING: 31 B
 AB0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0918+STABILITY: SURFACE MOTION
 AB0918
 AB0918  HISTORY     - Date     Condition        Report By
 AB0918  HISTORY     - UNK      MONUMENTED       IBWC
 AB0918  HISTORY     - 1942     GOOD             NGS
 AB0918
 AB0918                          STATION DESCRIPTION
 AB0918
 AB0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0918'1.4 MI W FROM SANTA MARIA.
 AB0918'202 YARDS NORTHWEST OF TRIANGULATION-STATION MARIA DESCRIBED ABOVE, 32
 AB0918'FEET EAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE, IN THE SOUTHEAST
 AB0918'CORNER OF THE BACKYARD, 41.3 FEET SOUTH OF THE WATER WELL, 42 YARDS
 AB0918'EAST OF THE CENTERLINE OF THE DIRT ROAD, AND LEVEL WITH THE DIRT ROAD.
 AB0918'AN INTERNATIONAL WATER COMMISSION STANDARD DISK, STAMPED 31 B AND SET
 AB0918'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6854 ***********************************************************************
 AW6854  DESIGNATION -  31 M RESET
 AW6854  PID         -  AW6854
 AW6854  STATE/COUNTY-  TX/FORT BEND
 AW6854  USGS QUAD   -  SMITHERS LAKE (1980)
 AW6854
 AW6854                         *CURRENT SURVEY CONTROL
 AW6854  ___________________________________________________________________
 AW6854* NAD 83(1993)-  29 23 37.70377(N)    095 39 09.50195(W)     ADJUSTED  
 AW6854* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 AW6854  ___________________________________________________________________
 AW6854  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AW6854  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW6854
 AW6854  HORZ ORDER  -  THIRD
 AW6854
 AW6854.The horizontal coordinates were established by classical geodetic methods
 AW6854.and adjusted by the National Geodetic Survey in February 1996..
 AW6854
 AW6854.The orthometric height was scaled from a topographic map.
 AW6854
 AW6854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6854
 AW6854.The geoid height was determined by GEOID03.
 AW6854
 AW6854;                    North         East     Units Scale Factor Converg.
 AW6854;SPC TXSC     - 4,177,590.581   924,830.577   MT  0.99986377   +1 38 23.7
 AW6854;SPC TXSC     -13,705,978.43  3,034,214.98   sFT  0.99986377   +1 38 23.7
 AW6854;UTM  15      - 3,254,543.431   242,570.490   MT  1.00041780   -1 18 09.6
 AW6854
 AW6854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6854!SPC TXSC     -   1.00000097  x   0.99986377  =   0.99986474
 AW6854!UTM  15      -   1.00000097  x   1.00041780  =   1.00041877
 AW6854
 AW6854:                Primary Azimuth Mark                     Grid Az
 AW6854:SPC TXSC     -  THOMPSONS WEST OIL CO RAD MAST           039 01 50.8
 AW6854:UTM  15      -  THOMPSONS WEST OIL CO RAD MAST           041 58 24.1
 AW6854
 AW6854|---------------------------------------------------------------------|
 AW6854| PID    Reference Object                     Distance      Geod. Az  |
 AW6854|                                                           dddmmss.s |
 AW6854| AW6844 THOMPSONS WEST OIL CO RAD MAST      APPROX.12.2 KM 0404014.5 |
 AW6854| CV5920 31 M RESET RM 2                      33.385 METERS 24359     |
 AW6854| AW6882 NEEDVILLE HOUSTON GAS CO MAST       APPROX.16.4 KM 2605834.4 |
 AW6854| CV5918 31 M RESET AZ MK                                   2665617.2 |
 AW6854| AW6879 NEEDVILLE MUNICIPAL TANK            APPROX.18.0 KM 2721947.8 |
 AW6854| CV5919 31 M RESET RM 1                      21.380 METERS 35938     |
 AW6854|---------------------------------------------------------------------|
 AW6854
 AW6854                          SUPERSEDED SURVEY CONTROL
 AW6854
 AW6854  NAD 83(1986)-  29 23 37.71696(N)    095 39 09.48427(W) AD(       ) 3
 AW6854  NAD 27      -  29 23 36.83854(N)    095 39 08.67147(W) AD(       ) 3
 AW6854
 AW6854.Superseded values are not recommended for survey control.
 AW6854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6854.See file dsdata.txt to determine how the superseded data were derived.
 AW6854
 AW6854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4257054543(NAD 83)
 AW6854_MARKER: DB = BENCH MARK DISK
 AW6854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6854
 AW6854  HISTORY     - Date     Condition        Report By
 AW6854  HISTORY     - 1952     MONUMENTED       USGS
 AW6854  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW6854  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW6854  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW6854
 AW6854                          STATION DESCRIPTION
 AW6854
 AW6854'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (RLE)
 AW6854'THE STATION IS LOCATED ABOUT 10.5 MILES WEST OF SANDY POINT,
 AW6854'ABOUT 5.5 MILES EAST OF LONG POINT, 100 FEET NORTHEAST OF
 AW6854'A T ROAD INTERSECTION AND 1 FOOT NORTH NORTHWEST OF A WITNESS
 AW6854'POST.  THE STATION MARK IS A U.S.G.S. BENCH MARK DISK SET
 AW6854'IN THE TOP OF A CONCRETE POST THAT IS 6 INCHES SQUARE AT
 AW6854'THE TOP, IT PROJECTS 3 INCHES AND IS STAMPED 31 M RESET 1952.
 AW6854'
 AW6854'REFERENCE MARK NO. 1 IS 47 FEET EAST OF THE CENTER OF A
 AW6854'GRADED ROAD AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 AW6854'IT IS SET FLUSH AND IS STAMPED 31 M RESET 1952 USGS NO 1
 AW6854'1952.
 AW6854'
 AW6854'REFERENCE MARK NO. 2 IS 53 FEET NORTHWEST OF A T ROAD INTERSECTION
 AW6854'AND 1 FOOT EAST NORTHEAST OF A HIGHLINE POLE.  IT PROJECTS
 AW6854'5 INCHES AND IS STAMPED 31 M RESET 1952 USGS NO 2 1952.
 AW6854'
 AW6854'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF A GRAVELED
 AW6854'ROAD, 2 FEET NORTH NORTHEAST OF A FENCE CORNER AND 1 FOOT
 AW6854'NORTH OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED
 AW6854'31 M RESET 1952 USGS 1952.
 AW6854'
 AW6854'TO REACH THE STATION FROM THE LONG POINT RAILROAD DEPOT GO
 AW6854'NORTHERLY ON FARM ROAD 361 FOR 0.05 MILE TO A SIDE ROAD
 AW6854'RIGHT, TURN RIGHT AND GO EASTERLY FOR 0.5 MILE TO A SIDE
 AW6854'ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN TRAVELED GRAVEL ROAD
 AW6854'SOUTH AND EAST FOR 5.4 MILES TO THE AZIMUTH MARK ON THE LEFT
 AW6854'AS DESCRIBED, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A
 AW6854'T ROAD INTERSECTION AND THE STATION AS DESCRIBED.
 AW6854
 AW6854                          STATION RECOVERY (1996)
 AW6854
 AW6854'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6854'MARK NOT FOUND.
 AW6854
 AW6854                          STATION RECOVERY (1998)
 AW6854
 AW6854'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6854'MARK NOT FOUND.
 AW6854
 AW6854                          STATION RECOVERY (1998)
 AW6854
 AW6854'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1132 ***********************************************************************
 AB1132  DESIGNATION -  31 W
 AB1132  PID         -  AB1132
 AB1132  STATE/COUNTY-  TX/KENEDY
 AB1132  USGS QUAD   -  ANDREA RANCH (1982)
 AB1132
 AB1132                         *CURRENT SURVEY CONTROL
 AB1132  ___________________________________________________________________
 AB1132* NAD 83(1986)-  26 44 32.     (N)    097 55 51.     (W)     SCALED    
 AB1132* NAVD 88     -        11.700  (meters)      38.39   (feet)  ADJUSTED  
 AB1132  ___________________________________________________________________
 AB1132  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AB1132  DYNAMIC HT  -          11.681 (meters)      38.32  (feet)  COMP
 AB1132  MODELED GRAV-     979,055.8   (mgal)                       NAVD 88
 AB1132
 AB1132  VERT ORDER  -  SECOND    CLASS 0
 AB1132
 AB1132.The horizontal coordinates were scaled from a topographic map and have
 AB1132.an estimated accuracy of +/- 6 seconds.
 AB1132
 AB1132.The orthometric height was determined by differential leveling
 AB1132.and adjusted by the National Geodetic Survey in June 1991..
 AB1132
 AB1132.The geoid height was determined by GEOID03.
 AB1132
 AB1132.The dynamic height is computed by dividing the NAVD 88
 AB1132.geopotential number by the normal gravity value computed on the
 AB1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1132.degrees latitude (g = 980.6199 gals.).
 AB1132
 AB1132.The modeled gravity was interpolated from observed gravity values.
 AB1132
 AB1132;                    North         East    Units  Estimated Accuracy
 AB1132;SPC TX S     - 5,119,290.      356,620.      MT  (+/- 180 meters Scaled)
 AB1132
 AB1132                          SUPERSEDED SURVEY CONTROL
 AB1132
 AB1132  NGVD 29 (??/??/92)   11.793  (m)           38.69   (f) ADJ UNCH    2 0
 AB1132
 AB1132.Superseded values are not recommended for survey control.
 AB1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1132.See file dsdata.txt to determine how the superseded data were derived.
 AB1132
 AB1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ063583(NAD 83)
 AB1132_MARKER: P = PIPE CAP
 AB1132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1132_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB1132_STAMPING: 31 W 1919 ELEV 39.0 FT
 AB1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1132
 AB1132  HISTORY     - Date     Condition        Report By
 AB1132  HISTORY     - 1919     MONUMENTED       USGS
 AB1132  HISTORY     - 1942     GOOD             NGS
 AB1132
 AB1132                          STATION DESCRIPTION
 AB1132
 AB1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1132'10.7 MI W FROM NORRIAS.
 AB1132'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1132'PROCEED 10.0 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1132'MARK.  BENCH MARK IS 30.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AB1132'CENTERLINE OF THE ROAD, AND 6.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AB1132'POST.  IRON PIPE PROJECTS 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0694 ***********************************************************************
 AN0694  DESIGNATION -  31 WHV
 AN0694  PID         -  AN0694
 AN0694  STATE/COUNTY-  TX/JACKSON
 AN0694  USGS QUAD   -  LA SALLE (1995)
 AN0694
 AN0694                         *CURRENT SURVEY CONTROL
 AN0694  ___________________________________________________________________
 AN0694* NAD 83(1986)-  28 50 25.     (N)    096 42 37.     (W)     SCALED    
 AN0694* NAVD 88     -        12.81   (+/-2cm)      42.0    (feet)  VERTCON   
 AN0694  ___________________________________________________________________
 AN0694  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0694
 AN0694  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0694
 AN0694.The horizontal coordinates were scaled from a topographic map and have
 AN0694.an estimated accuracy of +/- 6 seconds.
 AN0694
 AN0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0694.The vertical order pertains to the NGVD 29 superseded value.
 AN0694
 AN0694.The geoid height was determined by GEOID03.
 AN0694
 AN0694;                    North         East    Units  Estimated Accuracy
 AN0694;SPC TXSC     - 4,113,790.      823,410.      MT  (+/- 180 meters Scaled)
 AN0694
 AN0694                          SUPERSEDED SURVEY CONTROL
 AN0694
 AN0694  NGVD 29 (??/??/92)   12.912  (m)           42.36   (f) ADJ UNCH    2 0
 AN0694
 AN0694.Superseded values are not recommended for survey control.
 AN0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0694.See file dsdata.txt to determine how the superseded data were derived.
 AN0694
 AN0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS233924(NAD 83)
 AN0694_MARKER: DD = SURVEY DISK
 AN0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0694_STAMPING: 31 WHV TT 1951 43
 AN0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0694+STABILITY: SURFACE MOTION
 AN0694
 AN0694  HISTORY     - Date     Condition        Report By
 AN0694  HISTORY     - 1951     MONUMENTED       USGS
 AN0694  HISTORY     - 1972     GOOD             NGS
 AN0694
 AN0694                          STATION DESCRIPTION
 AN0694
 AN0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0694'4.7 MI NW FROM LA SALLE.
 AN0694'ABOUT 4.7 MILES NORTHWEST ALONG THE LA SALLE-INEZ ROAD FROM THE POST
 AN0694'OFFICE AT LA SALLE, 0.4 MILE SOUTHEAST OF A NARROW CONCRETE BRIDGE
 AN0694'OVER ARENOSA CREEK, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 AN0694'3 FEET SOUTHWEST OF A FENCE LINE, 3.7 FEET WEST OF A METAL WITNESS
 AN0694'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AN0694'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0030 ***********************************************************************
 BP0030  DESIGNATION -  3101 USGS
 BP0030  PID         -  BP0030
 BP0030  STATE/COUNTY-  TX/PECOS
 BP0030  USGS QUAD   -  BIG CANYON RANCH SW (1969)
 BP0030
 BP0030                         *CURRENT SURVEY CONTROL
 BP0030  ___________________________________________________________________
 BP0030* NAD 83(1986)-  30 18 14.     (N)    102 26 27.     (W)     SCALED    
 BP0030* NAVD 88     -       945.076  (meters)    3100.64   (feet)  ADJUSTED  
 BP0030  ___________________________________________________________________
 BP0030  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 BP0030  DYNAMIC HT  -         943.603 (meters)    3095.80  (feet)  COMP
 BP0030  MODELED GRAV-     979,051.4   (mgal)                       NAVD 88
 BP0030
 BP0030  VERT ORDER  -  FIRST     CLASS II
 BP0030
 BP0030.The horizontal coordinates were scaled from a topographic map and have
 BP0030.an estimated accuracy of +/- 6 seconds.
 BP0030
 BP0030.The orthometric height was determined by differential leveling
 BP0030.and adjusted by the National Geodetic Survey in June 1991..
 BP0030
 BP0030.The geoid height was determined by GEOID03.
 BP0030
 BP0030.The dynamic height is computed by dividing the NAVD 88
 BP0030.geopotential number by the normal gravity value computed on the
 BP0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0030.degrees latitude (g = 980.6199 gals.).
 BP0030
 BP0030.The modeled gravity was interpolated from observed gravity values.
 BP0030
 BP0030;                    North         East    Units  Estimated Accuracy
 BP0030;SPC TX C     - 3,072,560.      497,300.      MT  (+/- 180 meters Scaled)
 BP0030
 BP0030                          SUPERSEDED SURVEY CONTROL
 BP0030
 BP0030  NGVD 29 (??/??/92)  944.792  (m)         3099.71   (f) ADJ UNCH    1 2
 BP0030
 BP0030.Superseded values are not recommended for survey control.
 BP0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0030.See file dsdata.txt to determine how the superseded data were derived.
 BP0030
 BP0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP461552(NAD 83)
 BP0030_MARKER: DD = SURVEY DISK
 BP0030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0030_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0030_STAMPING: 3101 1920 ELEV 3099.820
 BP0030_MARK LOGO: USGS  
 BP0030_PROJECTION: PROJECTING 10 CENTIMETERS
 BP0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0030
 BP0030  HISTORY     - Date     Condition        Report By
 BP0030  HISTORY     - 1920     MONUMENTED       USGS
 BP0030  HISTORY     - 1968     GOOD             USGS
 BP0030  HISTORY     - 1981     GOOD             NGS
 BP0030
 BP0030                          STATION DESCRIPTION
 BP0030
 BP0030'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 BP0030'12.1 MI N FROM SANDERSON.
 BP0030'ABOUT 12.1 MI N. ALONG U.S. HWY NO. 285 FROM THE JUNCTION WITH U.S.
 BP0030'HWY NO. 90 AT SANDERSON, ABOUT 1.4 MI N. OF THE PECOS-TERRELL COUNTY
 BP0030'LINE, 0.6 MI S. OF A FARMHOUSE ON THE W. SIDE OF THE HWY, 305 FT. S.
 BP0030'OF THE W. HEADWALL OF A TRIPLE PIPE CULVERT AND 53 FT. W. OF THE
 BP0030'CENTERLINE OF THE HWY, 20 FT E. OF THE W. RED FENCE, AGAINST THE NE
 BP0030'SIDE OF A WHITE WOODEN WITNESS POST, AND ON THE TOP OF A 3-INCH IRON
 BP0030'PIPE PROJECTING 5 INCHES.
 BP0030
 BP0030                          STATION RECOVERY (1981)
 BP0030
 BP0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0030'19.5 KM (12.1 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0030'WITH U.S. HIGHWAY 90 IN SANDERSON, 54.9 METERS (180.1 FT) NORTHEAST
 BP0030'OF UTILITY POLE NUMBER 1915, 16.8 METERS (55.1 FT) WEST OF THE
 BP0030'CENTERLINE OF THE HIGHWAY AND 6.2 (20.3 FT) EAST OF A FENCE.
 BP0030'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BP0030'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0879 ***********************************************************************
 BY0879  DESIGNATION -  310.417
 BY0879  PID         -  BY0879
 BY0879  STATE/COUNTY-  TX/ANGELINA
 BY0879  USGS QUAD   -  LUFKIN (1980)
 BY0879
 BY0879                         *CURRENT SURVEY CONTROL
 BY0879  ___________________________________________________________________
 BY0879* NAD 83(1986)-  31 17 21.     (N)    094 38 18.     (W)     SCALED    
 BY0879* NAVD 88     -        94.60   (+/-2cm)     310.4    (feet)  VERTCON   
 BY0879  ___________________________________________________________________
 BY0879  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BY0879
 BY0879  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0879
 BY0879.The horizontal coordinates were scaled from a topographic map and have
 BY0879.an estimated accuracy of +/- 6 seconds.
 BY0879
 BY0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0879.The vertical order pertains to the NGVD 29 superseded value.
 BY0879
 BY0879.The geoid height was determined by GEOID03.
 BY0879
 BY0879;                    North         East    Units  Estimated Accuracy
 BY0879;SPC TX C     - 3,193,740.    1,241,950.      MT  (+/- 180 meters Scaled)
 BY0879
 BY0879                          SUPERSEDED SURVEY CONTROL
 BY0879
 BY0879  NGVD 29 (??/??/92)   94.638  (m)          310.49   (f) ADJ UNCH    2 0
 BY0879
 BY0879.Superseded values are not recommended for survey control.
 BY0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0879.See file dsdata.txt to determine how the superseded data were derived.
 BY0879
 BY0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ440628(NAD 83)
 BY0879_MARKER: Q = CHISELED SQUARE
 BY0879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0879_SP_SET: MARKER POST
 BY0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0879
 BY0879  HISTORY     - Date     Condition        Report By
 BY0879  HISTORY     - UNK      MONUMENTED       USGS
 BY0879  HISTORY     - 1949     GOOD             NGS
 BY0879
 BY0879                          STATION DESCRIPTION
 BY0879
 BY0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0879'IN HOMER.
 BY0879'AT HOMER, AT THE JUNCTION OF U.S. HIGHWAY 69 AND FARM ROAD NO. 326,
 BY0879'70.0 FEET EAST OF AND ACROSS FARM ROAD NO. 326 FROM THE NORTHEAST
 BY0879'CORNER OF THE MILLION AND LOVING GROCERY STORE AND FILLING STATION,
 BY0879'44.0 FEET SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 69, 35.0 FEET EAST
 BY0879'OF THE CENTER LINE OF FARM ROAD NO. 326, A CHISELED SQUARE ON TOP OF A
 BY0879'FEDERAL AID PROJECT STATION MARKER POST WHICH PROJECTS 1.5 FEET ABOVE
 BY0879'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0851 ***********************************************************************
 BY0851  DESIGNATION -  311.063
 BY0851  PID         -  BY0851
 BY0851  STATE/COUNTY-  TX/ANGELINA
 BY0851  USGS QUAD   -  BALD HILL (1980)
 BY0851
 BY0851                         *CURRENT SURVEY CONTROL
 BY0851  ___________________________________________________________________
 BY0851* NAD 83(1986)-  31 14 41.     (N)    094 43 49.     (W)     SCALED    
 BY0851* NAVD 88     -        94.74   (+/-2cm)     310.8    (feet)  VERTCON   
 BY0851  ___________________________________________________________________
 BY0851  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0851
 BY0851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0851
 BY0851.The horizontal coordinates were scaled from a topographic map and have
 BY0851.an estimated accuracy of +/- 6 seconds.
 BY0851
 BY0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0851.The vertical order pertains to the NGVD 29 superseded value.
 BY0851
 BY0851.The geoid height was determined by GEOID03.
 BY0851
 BY0851;                    North         East    Units  Estimated Accuracy
 BY0851;SPC TX C     - 3,188,370.    1,233,460.      MT  (+/- 180 meters Scaled)
 BY0851
 BY0851                          SUPERSEDED SURVEY CONTROL
 BY0851
 BY0851  NGVD 29 (??/??/92)   94.778  (m)          310.95   (f) ADJ UNCH    2 0
 BY0851
 BY0851.Superseded values are not recommended for survey control.
 BY0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0851.See file dsdata.txt to determine how the superseded data were derived.
 BY0851
 BY0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ352580(NAD 83)
 BY0851_MARKER: N = NAIL
 BY0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0851_SP_SET: TREE
 BY0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0851
 BY0851  HISTORY     - Date     Condition        Report By
 BY0851  HISTORY     - UNK      MONUMENTED       USGS
 BY0851  HISTORY     - 1949     GOOD             NGS
 BY0851
 BY0851                          STATION DESCRIPTION
 BY0851
 BY0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0851'2.9 MI NE FROM BURKE.
 BY0851'2.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0851'ORLEANS RAILROAD STATION AT BURKE, ABOUT 400.0 FEET NORTHEAST OF THE
 BY0851'FARM HOME OF C. R. SQUYRES, 114.0 FEET NORTH OF THE INTERSECTIONS OF
 BY0851'THE CENTER LINES OF DIRT CROSS ROADS RUNNING NORTHEAST-SOUTHWEST AND
 BY0851'SOUTHEAST-NORTHWEST, 69.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 BY0851'NORTHWEST-SOUTHEAST ROAD, 57.0 FEET NORTHWEST OF THE CENTER LINE OF
 BY0851'THE NORTHEAST-SOUTHWEST ROAD, A COPPER NAIL AND WASHER SET IN A ROOT
 BY0851'ON THE SOUTHWEST SIDE OF A 12-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0016 ***********************************************************************
 BY0016  DESIGNATION -  311.36
 BY0016  PID         -  BY0016
 BY0016  STATE/COUNTY-  TX/SHELBY
 BY0016  USGS QUAD   -  NEUVILLE (1984)
 BY0016
 BY0016                         *CURRENT SURVEY CONTROL
 BY0016  ___________________________________________________________________
 BY0016* NAD 83(1986)-  31 41 19.     (N)    094 08 50.     (W)     SCALED    
 BY0016* NAVD 88     -        94.99   (+/-2cm)     311.6    (feet)  VERTCON   
 BY0016  ___________________________________________________________________
 BY0016  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY0016
 BY0016  VERT ORDER  -  ? (See Below)
 BY0016
 BY0016.The horizontal coordinates were scaled from a topographic map and have
 BY0016.an estimated accuracy of +/- 6 seconds.
 BY0016
 BY0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0016.The vertical order pertains to the NGVD 29 superseded value.
 BY0016
 BY0016.The geoid height was determined by GEOID03.
 BY0016
 BY0016;                    North         East    Units  Estimated Accuracy
 BY0016;SPC TX C     - 3,240,450.    1,286,180.      MT  (+/- 180 meters Scaled)
 BY0016
 BY0016                          SUPERSEDED SURVEY CONTROL
 BY0016
 BY0016  NGVD 29 (??/??/92)   95.027  (m)          311.77   (f) ADJ UNCH    ?  
 BY0016
 BY0016.Superseded values are not recommended for survey control.
 BY0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0016.See file dsdata.txt to determine how the superseded data were derived.
 BY0016
 BY0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR912064(NAD 83)
 BY0016_MARKER: Z = SEE DESCRIPTION
 BY0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0016_SP_SET: RAIL
 BY0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0016
 BY0016  HISTORY     - Date     Condition        Report By
 BY0016  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0016  HISTORY     - 1932     GOOD             NGS
 BY0016  HISTORY     - 1934     GOOD             NGS
 BY0016
 BY0016                          STATION DESCRIPTION
 BY0016
 BY0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0016'7.9 MI S FROM CENTER.
 BY0016'7.9 MILES SOUTH OF THE STATION AT CENTER ON THE G.C. AND S.F.R.R.,
 BY0016'VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION 311.36
 BY0016'FEET, 30 FEET WEST OF THE TRACK, 3 FEET SOUTH OF MILE POLE NO. 132, 90
 BY0016'FEET NORTHWEST OF MILE RAIL NO. 132.
 BY0016
 BY0016                          STATION RECOVERY (1934)
 BY0016
 BY0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1570 ***********************************************************************
 BY1570  DESIGNATION -  311.8
 BY1570  PID         -  BY1570
 BY1570  STATE/COUNTY-  TX/HOUSTON
 BY1570  USGS QUAD   -  FODICE (1963)
 BY1570
 BY1570                         *CURRENT SURVEY CONTROL
 BY1570  ___________________________________________________________________
 BY1570* NAD 83(1986)-  31 14 25.     (N)    095 20 04.     (W)     SCALED    
 BY1570* NAVD 88     -        94.96   (+/-2cm)     311.5    (feet)  VERTCON   
 BY1570  ___________________________________________________________________
 BY1570  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1570
 BY1570  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1570
 BY1570.The horizontal coordinates were scaled from a topographic map and have
 BY1570.an estimated accuracy of +/- 6 seconds.
 BY1570
 BY1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1570.The vertical order pertains to the NGVD 29 superseded value.
 BY1570
 BY1570.The geoid height was determined by GEOID03.
 BY1570
 BY1570;                    North         East    Units  Estimated Accuracy
 BY1570;SPC TX C     - 3,185,140.    1,176,000.      MT  (+/- 180 meters Scaled)
 BY1570
 BY1570                          SUPERSEDED SURVEY CONTROL
 BY1570
 BY1570  NGVD 29 (??/??/92)   94.969  (m)          311.58   (f) ADJ UNCH    2 0
 BY1570
 BY1570.Superseded values are not recommended for survey control.
 BY1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1570.See file dsdata.txt to determine how the superseded data were derived.
 BY1570
 BY1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ776585(NAD 83)
 BY1570_MARKER: DD = SURVEY DISK
 BY1570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1570_SP_SET: FOUNDATION
 BY1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1570
 BY1570  HISTORY     - Date     Condition        Report By
 BY1570  HISTORY     - UNK      MONUMENTED       USGS
 BY1570  HISTORY     - 1948     GOOD             NGS
 BY1570
 BY1570                          STATION DESCRIPTION
 BY1570
 BY1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1570'7.0 MI NW FROM PENNINGTON.
 BY1570'7.0 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 287 FROM THE PENNINGTON
 BY1570'BAPTIST CHURCH AT PENNINGTON, 0.8 MILE NORTHWEST OF THE SHADY GROVE
 BY1570'CHURCH, ABOUT 200.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BY1570'49.5 FEET NORTH OF THE NORTH CORNER OF THE BACK PORCH OF THE WHITE
 BY1570'PAINTED HOME OF LEROY SMITH, 0.4 FOOT NORTH OF THE SOUTH CORNER OF THE
 BY1570'CONCRETE FOUNDATION FOR THE SOUTH LEG OF A STEEL TOWER FOR WINDMILL,
 BY1570'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0164 ***********************************************************************
 CA0164  DESIGNATION -  312 GCSFRC
 CA0164  PID         -  CA0164
 CA0164  STATE/COUNTY-  TX/MILLS
 CA0164  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0164
 CA0164                         *CURRENT SURVEY CONTROL
 CA0164  ___________________________________________________________________
 CA0164* NAD 83(1986)-  31 25 56.     (N)    098 33 50.     (W)     SCALED    
 CA0164* NAVD 88     -       474.505  (meters)    1556.77   (feet)  ADJUSTED  
 CA0164  ___________________________________________________________________
 CA0164  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CA0164  DYNAMIC HT  -         473.874 (meters)    1554.70  (feet)  COMP
 CA0164  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 CA0164
 CA0164  VERT ORDER  -  FIRST     CLASS II
 CA0164
 CA0164.The horizontal coordinates were scaled from a topographic map and have
 CA0164.an estimated accuracy of +/- 6 seconds.
 CA0164
 CA0164.The orthometric height was determined by differential leveling
 CA0164.and adjusted by the National Geodetic Survey in June 1991..
 CA0164
 CA0164.The geoid height was determined by GEOID03.
 CA0164
 CA0164.The dynamic height is computed by dividing the NAVD 88
 CA0164.geopotential number by the normal gravity value computed on the
 CA0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0164.degrees latitude (g = 980.6199 gals.).
 CA0164
 CA0164.The modeled gravity was interpolated from observed gravity values.
 CA0164
 CA0164;                    North         East    Units  Estimated Accuracy
 CA0164;SPC TX C     - 3,197,060.      868,200.      MT  (+/- 180 meters Scaled)
 CA0164
 CA0164                          SUPERSEDED SURVEY CONTROL
 CA0164
 CA0164  NGVD 29 (??/??/92)  474.394  (m)         1556.41   (f) ADJ UNCH    1 2
 CA0164
 CA0164.Superseded values are not recommended for survey control.
 CA0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0164.See file dsdata.txt to determine how the superseded data were derived.
 CA0164
 CA0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV414775(NAD 83)
 CA0164_MARKER: X = CHISELED CROSS
 CA0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0164_SP_SET: MILE RAIL
 CA0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0164
 CA0164  HISTORY     - Date     Condition        Report By
 CA0164  HISTORY     - UNK      MONUMENTED       GCSFRC
 CA0164  HISTORY     - 1932     GOOD             NGS
 CA0164  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0164
 CA0164                          STATION DESCRIPTION
 CA0164
 CA0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0164'1.3 MI S FROM GOLDTHWAITE.
 CA0164'ON THE G.C. AND SANTA FE R.R., CHISLED CROSS TOP VERTICAL MILE POLE
 CA0164'NO. 312.
 CA0164
 CA0164                          STATION RECOVERY (1983)
 CA0164
 CA0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0858 ***********************************************************************
 BY0858  DESIGNATION -  312.122
 BY0858  PID         -  BY0858
 BY0858  STATE/COUNTY-  TX/ANGELINA
 BY0858  USGS QUAD   -  LUFKIN (1980)
 BY0858
 BY0858                         *CURRENT SURVEY CONTROL
 BY0858  ___________________________________________________________________
 BY0858* NAD 83(1986)-  31 15 41.     (N)    094 42 39.     (W)     SCALED    
 BY0858* NAVD 88     -        95.12   (+/-2cm)     312.1    (feet)  VERTCON   
 BY0858  ___________________________________________________________________
 BY0858  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0858
 BY0858  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0858
 BY0858.The horizontal coordinates were scaled from a topographic map and have
 BY0858.an estimated accuracy of +/- 6 seconds.
 BY0858
 BY0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0858.The vertical order pertains to the NGVD 29 superseded value.
 BY0858
 BY0858.The geoid height was determined by GEOID03.
 BY0858
 BY0858;                    North         East    Units  Estimated Accuracy
 BY0858;SPC TX C     - 3,190,310.    1,235,220.      MT  (+/- 180 meters Scaled)
 BY0858
 BY0858                          SUPERSEDED SURVEY CONTROL
 BY0858
 BY0858  NGVD 29 (??/??/92)   95.162  (m)          312.21   (f) ADJ UNCH    2 0
 BY0858
 BY0858.Superseded values are not recommended for survey control.
 BY0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0858.See file dsdata.txt to determine how the superseded data were derived.
 BY0858
 BY0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ371598(NAD 83)
 BY0858_MARKER: DD = SURVEY DISK
 BY0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0858_SP_SET: CULVERT
 BY0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0858
 BY0858  HISTORY     - Date     Condition        Report By
 BY0858  HISTORY     - UNK      MONUMENTED       USGS
 BY0858  HISTORY     - 1949     GOOD             NGS
 BY0858
 BY0858                          STATION DESCRIPTION
 BY0858
 BY0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0858'4.55 MI NE FROM BURKE.
 BY0858'4.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0858'ORLEANS RAILROAD STATION AT BURKE, AT THE JUNCTION OF THE DIRT ROAD
 BY0858'AND FARM ROAD 58, ABOUT 400 FEET NORTHEAST OF A CHURCH, 29.0 FEET
 BY0858'SOUTHWEST OF THE CENTER LINE OF FARM ROAD 58, 13.0 FEET SOUTHEAST OF
 BY0858'THE CENTER LINE OF THE DIRT ROAD, AN OUTLINED CHISELED SQUARE IN THE
 BY0858'CENTER OF THE SOUTH HEADWALL OF AN 18-INCH TWIN CONCRETE TUBE CULVERT
 BY0858'WHICH IS UNDER THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0166 ***********************************************************************
 CA0166  DESIGNATION -  313 GCSFRC
 CA0166  PID         -  CA0166
 CA0166  STATE/COUNTY-  TX/MILLS
 CA0166  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0166
 CA0166                         *CURRENT SURVEY CONTROL
 CA0166  ___________________________________________________________________
 CA0166* NAD 83(1986)-  31 26 49.     (N)    098 33 57.     (W)     SCALED    
 CA0166* NAVD 88     -       477.686  (meters)    1567.21   (feet)  ADJUSTED  
 CA0166  ___________________________________________________________________
 CA0166  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CA0166  DYNAMIC HT  -         477.050 (meters)    1565.12  (feet)  COMP
 CA0166  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 CA0166
 CA0166  VERT ORDER  -  FIRST     CLASS II
 CA0166
 CA0166.The horizontal coordinates were scaled from a topographic map and have
 CA0166.an estimated accuracy of +/- 6 seconds.
 CA0166
 CA0166.The orthometric height was determined by differential leveling
 CA0166.and adjusted by the National Geodetic Survey in June 1991..
 CA0166
 CA0166.The geoid height was determined by GEOID03.
 CA0166
 CA0166.The dynamic height is computed by dividing the NAVD 88
 CA0166.geopotential number by the normal gravity value computed on the
 CA0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0166.degrees latitude (g = 980.6199 gals.).
 CA0166
 CA0166.The modeled gravity was interpolated from observed gravity values.
 CA0166
 CA0166;                    North         East    Units  Estimated Accuracy
 CA0166;SPC TX C     - 3,198,690.      867,990.      MT  (+/- 180 meters Scaled)
 CA0166
 CA0166                          SUPERSEDED SURVEY CONTROL
 CA0166
 CA0166  NGVD 29 (??/??/92)  477.573  (m)         1566.84   (f) ADJ UNCH    1 2
 CA0166
 CA0166.Superseded values are not recommended for survey control.
 CA0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0166.See file dsdata.txt to determine how the superseded data were derived.
 CA0166
 CA0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV412792(NAD 83)
 CA0166_MARKER: X = CHISELED CROSS
 CA0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0166_SP_SET: MILE RAIL
 CA0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0166
 CA0166  HISTORY     - Date     Condition        Report By
 CA0166  HISTORY     - UNK      MONUMENTED       GCSFRC
 CA0166  HISTORY     - 1932     GOOD             NGS
 CA0166  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0166
 CA0166                          STATION DESCRIPTION
 CA0166
 CA0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0166'0.3 MI S FROM GOLDTHWAITE.
 CA0166'ON THE G.C. AND SANTA FE R.R. CHISLED CROSS TOP VERTICAL MILE RAIL NO.
 CA0166'313.
 CA0166
 CA0166                          STATION RECOVERY (1983)
 CA0166
 CA0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2143 ***********************************************************************
 CS2143  DESIGNATION -  314 B
 CS2143  PID         -  CS2143
 CS2143  STATE/COUNTY-  TX/JOHNSON
 CS2143  USGS QUAD   -  CLEBURNE WEST (1978)
 CS2143
 CS2143                         *CURRENT SURVEY CONTROL
 CS2143  ___________________________________________________________________
 CS2143* NAD 83(1986)-  32 18 41.     (N)    097 22 47.     (W)     SCALED    
 CS2143* NAVD 88     -       229.474  (meters)     752.87   (feet)  ADJUSTED  
 CS2143  ___________________________________________________________________
 CS2143  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS2143  DYNAMIC HT  -         229.194 (meters)     751.95  (feet)  COMP
 CS2143  MODELED GRAV-     979,414.4   (mgal)                       NAVD 88
 CS2143
 CS2143  VERT ORDER  -  SECOND    CLASS 0
 CS2143
 CS2143.The horizontal coordinates were scaled from a topographic map and have
 CS2143.an estimated accuracy of +/- 6 seconds.
 CS2143
 CS2143.The orthometric height was determined by differential leveling
 CS2143.and adjusted by the National Geodetic Survey in June 1991..
 CS2143
 CS2143.The geoid height was determined by GEOID03.
 CS2143
 CS2143.The dynamic height is computed by dividing the NAVD 88
 CS2143.geopotential number by the normal gravity value computed on the
 CS2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2143.degrees latitude (g = 980.6199 gals.).
 CS2143
 CS2143.The modeled gravity was interpolated from observed gravity values.
 CS2143
 CS2143;                    North         East    Units  Estimated Accuracy
 CS2143;SPC TXNC     - 2,072,060.      705,490.      MT  (+/- 180 meters Scaled)
 CS2143
 CS2143                          SUPERSEDED SURVEY CONTROL
 CS2143
 CS2143  NGVD 29 (??/??/92)  229.451  (m)          752.79   (f) ADJ UNCH    2 0
 CS2143
 CS2143.Superseded values are not recommended for survey control.
 CS2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2143.See file dsdata.txt to determine how the superseded data were derived.
 CS2143
 CS2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA525761(NAD 83)
 CS2143_MARKER: X = CHISELED CROSS
 CS2143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2143_SP_SET: ABUTMENT
 CS2143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2143
 CS2143  HISTORY     - Date     Condition        Report By
 CS2143  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2143  HISTORY     - 1953     GOOD             NGS
 CS2143
 CS2143                          STATION DESCRIPTION
 CS2143
 CS2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CS2143'2.3 MI S FROM CLEBURNE.
 CS2143'ABOUT 2.3 MILES SOUTH ALONG THE G.C.AND S.F.R.R. FROM THE STATION AT
 CS2143'CLEBURNE JOHNSON COUNTY, AT BRIDGE 314 B, AND ON THE TOP OF THE
 CS2143'SOUTHEAST CORNER OF THE SOUTH CONCRETE ABUTMENT.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0169 ***********************************************************************
 CA0169  DESIGNATION -  314 GCSFRC
 CA0169  PID         -  CA0169
 CA0169  STATE/COUNTY-  TX/MILLS
 CA0169  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0169
 CA0169                         *CURRENT SURVEY CONTROL
 CA0169  ___________________________________________________________________
 CA0169* NAD 83(1986)-  31 27 37.     (N)    098 34 11.     (W)     SCALED    
 CA0169* NAVD 88     -       481.435  (meters)    1579.51   (feet)  ADJUSTED  
 CA0169  ___________________________________________________________________
 CA0169  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CA0169  DYNAMIC HT  -         480.795 (meters)    1577.41  (feet)  COMP
 CA0169  MODELED GRAV-     979,296.0   (mgal)                       NAVD 88
 CA0169
 CA0169  VERT ORDER  -  SECOND    CLASS 0
 CA0169
 CA0169.The horizontal coordinates were scaled from a topographic map and have
 CA0169.an estimated accuracy of +/- 6 seconds.
 CA0169
 CA0169.The orthometric height was determined by differential leveling
 CA0169.and adjusted by the National Geodetic Survey in June 1991..
 CA0169
 CA0169.The geoid height was determined by GEOID03.
 CA0169
 CA0169.The dynamic height is computed by dividing the NAVD 88
 CA0169.geopotential number by the normal gravity value computed on the
 CA0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0169.degrees latitude (g = 980.6199 gals.).
 CA0169
 CA0169.The modeled gravity was interpolated from observed gravity values.
 CA0169
 CA0169;                    North         East    Units  Estimated Accuracy
 CA0169;SPC TX C     - 3,200,160.      867,600.      MT  (+/- 180 meters Scaled)
 CA0169
 CA0169                          SUPERSEDED SURVEY CONTROL
 CA0169
 CA0169  NGVD 29 (??/??/92)  481.326  (m)         1579.15   (f) ADJ UNCH    2 0
 CA0169
 CA0169.Superseded values are not recommended for survey control.
 CA0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0169.See file dsdata.txt to determine how the superseded data were derived.
 CA0169
 CA0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV408806(NAD 83)
 CA0169_MARKER: X = CHISELED CROSS
 CA0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0169_SP_SET: MILE RAIL
 CA0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0169
 CA0169  HISTORY     - Date     Condition        Report By
 CA0169  HISTORY     - UNK      MONUMENTED       GCSFRC
 CA0169  HISTORY     - 1932     GOOD             NGS
 CA0169  HISTORY     - 1933     GOOD             NGS
 CA0169  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0169
 CA0169                          STATION DESCRIPTION
 CA0169
 CA0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0169'0.7 MI NW FROM GOLDTHWAITE.
 CA0169'ON THE G.C. AND SANTA FE R.R., CHISLED CROSS TOP VERTICAL MILE RAIL
 CA0169'NO. 314.
 CA0169
 CA0169                          STATION RECOVERY (1933)
 CA0169
 CA0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 CA0169'RECOVERED IN GOOD CONDITION.
 CA0169
 CA0169                          STATION RECOVERY (1983)
 CA0169
 CA0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0032 ***********************************************************************
 BP0032  DESIGNATION -  3154 USGS
 BP0032  PID         -  BP0032
 BP0032  STATE/COUNTY-  TX/TERRELL
 BP0032  USGS QUAD   -  SANDERSON (1969)
 BP0032
 BP0032                         *CURRENT SURVEY CONTROL
 BP0032  ___________________________________________________________________
 BP0032* NAD 83(1986)-  30 13 37.     (N)    102 25 29.     (W)     SCALED    
 BP0032* NAVD 88     -       961.101  (meters)    3153.21   (feet)  POSTED    
 BP0032  ___________________________________________________________________
 BP0032  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BP0032  DYNAMIC HT  -         959.610 (meters)    3148.32  (feet)  COMP
 BP0032  MODELED GRAV-     979,058.8   (mgal)                       NAVD 88
 BP0032
 BP0032  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BP0032
 BP0032.The horizontal coordinates were scaled from a topographic map and have
 BP0032.an estimated accuracy of +/- 6 seconds.
 BP0032
 BP0032.The orthometric height was determined by differential leveling
 BP0032.and adjusted by the National Geodetic Survey in 1992..
 BP0032.No vertical observational check was made to the station.
 BP0032.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BP0032.was located on a no-check spur therefore a value was not computed.
 BP0032
 BP0032.The geoid height was determined by GEOID03.
 BP0032
 BP0032.The dynamic height is computed by dividing the NAVD 88
 BP0032.geopotential number by the normal gravity value computed on the
 BP0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0032.degrees latitude (g = 980.6199 gals.).
 BP0032
 BP0032.The modeled gravity was interpolated from observed gravity values.
 BP0032
 BP0032;                    North         East    Units  Estimated Accuracy
 BP0032;SPC TXSC     - 4,270,110.      270,370.      MT  (+/- 180 meters Scaled)
 BP0032
 BP0032                          SUPERSEDED SURVEY CONTROL
 BP0032
 BP0032  NGVD 29 (??/??/92)  960.825  (m)         3152.31   (f) ADJ UNCH    1 2
 BP0032
 BP0032.Superseded values are not recommended for survey control.
 BP0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0032.See file dsdata.txt to determine how the superseded data were derived.
 BP0032
 BP0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP478467(NAD 83)
 BP0032_MARKER: P = PIPE CAP
 BP0032_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0032_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0032_STAMPING: 3154 1920
 BP0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0032
 BP0032  HISTORY     - Date     Condition        Report By
 BP0032  HISTORY     - 1920     MONUMENTED       USGS
 BP0032  HISTORY     - 1958     GOOD             NGS
 BP0032  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0032
 BP0032                          STATION DESCRIPTION
 BP0032
 BP0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0032'5.55 MI N FROM SANDERSON.
 BP0032'ABOUT 5.55 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE JUNCTION WITH
 BP0032'U. S. HIGHWAY 90 AT SANDERSON TO A LARGE CULVERT WITH 4 36-INCH
 BP0032'CORRUGATED STEEL TUBES WHICH IS ABOUT 0.05 MILE SOUTHEAST OF A SMALL
 BP0032'BOX CULVERT, ABOUT 447 YARDS NORTHEAST ALONG A SMALL DRAW FROM THE
 BP0032'CENTER LINE OF THE HIGHWAY AND AT A POINT WHERE THE DRAW TURNS TO THE
 BP0032'NORTH, 180 FEET NORTHEAST OF THE NORTHEAST EDGE OF A CURVE IN THE
 BP0032'DRAW, 161 FEET SOUTH OF THE BASE OF A SHARP PEAKED HILL, 59 FEET
 BP0032'NORTHEAST OF THE CENTER LINE OF AN OLD TRAIL ROAD, AND ON THE TOP OF A
 BP0032'3 1/2-INCH IRON PIPE PROJECTING 2 1/2 FEET.
 BP0032
 BP0032                          STATION RECOVERY (1981)
 BP0032
 BP0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1268 ***********************************************************************
 AX1268  DESIGNATION -  316
 AX1268  PID         -  AX1268
 AX1268  STATE/COUNTY-  TX/FAYETTE
 AX1268  USGS QUAD   -  MULDOON (1981)
 AX1268
 AX1268                         *CURRENT SURVEY CONTROL
 AX1268  ___________________________________________________________________
 AX1268* NAD 83(1986)-  29 51 46.     (N)    097 02 10.     (W)     SCALED    
 AX1268* NAVD 88     -        94.68   (+/-2cm)     310.6    (feet)  VERTCON   
 AX1268  ___________________________________________________________________
 AX1268  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AX1268
 AX1268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1268
 AX1268.The horizontal coordinates were scaled from a topographic map and have
 AX1268.an estimated accuracy of +/- 6 seconds.
 AX1268
 AX1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1268.The vertical order pertains to the NGVD 29 superseded value.
 AX1268
 AX1268.The geoid height was determined by GEOID03.
 AX1268
 AX1268;                    North         East    Units  Estimated Accuracy
 AX1268;SPC TXSC     - 4,226,510.      789,720.      MT  (+/- 180 meters Scaled)
 AX1268
 AX1268                          SUPERSEDED SURVEY CONTROL
 AX1268
 AX1268  NGVD 29 (??/??/92)   94.633  (m)          310.48   (f) ADJ UNCH    2 0
 AX1268
 AX1268.Superseded values are not recommended for survey control.
 AX1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1268.See file dsdata.txt to determine how the superseded data were derived.
 AX1268
 AX1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU896051(NAD 83)
 AX1268_MARKER: DD = SURVEY DISK
 AX1268_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AX1268_SP_SET: UNSPECIFIED ROCK
 AX1268_STAMPING: 316
 AX1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1268
 AX1268  HISTORY     - Date     Condition        Report By
 AX1268  HISTORY     - UNK      MONUMENTED       USGS
 AX1268  HISTORY     - 1933     GOOD             NGS
 AX1268  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1268
 AX1268                          STATION DESCRIPTION
 AX1268
 AX1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AX1268'3.5 MI N FROM MULDOON.
 AX1268'ALONG THE TEXAS AND NEW ORLEANS R.R. 30 FT. NORTH OF TRESTLE AND 37.5
 AX1268'FT. WEST OF THE CENTERLINE OF THE TRACKS.
 AX1268
 AX1268                          STATION RECOVERY (1997)
 AX1268
 AX1268'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0172 ***********************************************************************
 CA0172  DESIGNATION -  316 GCSFRC
 CA0172  PID         -  CA0172
 CA0172  STATE/COUNTY-  TX/MILLS
 CA0172  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0172
 CA0172                         *CURRENT SURVEY CONTROL
 CA0172  ___________________________________________________________________
 CA0172* NAD 83(1986)-  31 29 19.     (N)    098 34 40.     (W)     SCALED    
 CA0172* NAVD 88     -       463.480  (meters)    1520.60   (feet)  ADJUSTED  
 CA0172  ___________________________________________________________________
 CA0172  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CA0172  DYNAMIC HT  -         462.865 (meters)    1518.58  (feet)  COMP
 CA0172  MODELED GRAV-     979,297.6   (mgal)                       NAVD 88
 CA0172
 CA0172  VERT ORDER  -  FIRST     CLASS II
 CA0172
 CA0172.The horizontal coordinates were scaled from a topographic map and have
 CA0172.an estimated accuracy of +/- 6 seconds.
 CA0172
 CA0172.The orthometric height was determined by differential leveling
 CA0172.and adjusted by the National Geodetic Survey in June 1991..
 CA0172
 CA0172.The geoid height was determined by GEOID03.
 CA0172
 CA0172.The dynamic height is computed by dividing the NAVD 88
 CA0172.geopotential number by the normal gravity value computed on the
 CA0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0172.degrees latitude (g = 980.6199 gals.).
 CA0172
 CA0172.The modeled gravity was interpolated from observed gravity values.
 CA0172
 CA0172;                    North         East    Units  Estimated Accuracy
 CA0172;SPC TX C     - 3,203,290.      866,780.      MT  (+/- 180 meters Scaled)
 CA0172
 CA0172                          SUPERSEDED SURVEY CONTROL
 CA0172
 CA0172  NGVD 29 (??/??/92)  463.371  (m)         1520.24   (f) ADJ UNCH    1 2
 CA0172
 CA0172.Superseded values are not recommended for survey control.
 CA0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0172.See file dsdata.txt to determine how the superseded data were derived.
 CA0172
 CA0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV401838(NAD 83)
 CA0172_MARKER: X = CHISELED CROSS
 CA0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0172_SP_SET: MILE RAIL
 CA0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0172
 CA0172  HISTORY     - Date     Condition        Report By
 CA0172  HISTORY     - UNK      MONUMENTED       GCSFRC
 CA0172  HISTORY     - 1932     GOOD             NGS
 CA0172  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0172
 CA0172                          STATION DESCRIPTION
 CA0172
 CA0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0172'2.7 MI NW FROM GOLDTHWAITE.
 CA0172'ON THE G.C. AND SANTA FE R.R. CHISLED CROSS TOP VERTICAL MILE RAIL NO.
 CA0172'316.
 CA0172
 CA0172                          STATION RECOVERY (1983)
 CA0172
 CA0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0175 ***********************************************************************
 BP0175  DESIGNATION -  3164 USGS
 BP0175  PID         -  BP0175
 BP0175  STATE/COUNTY-  TX/PECOS
 BP0175  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0175
 BP0175                         *CURRENT SURVEY CONTROL
 BP0175  ___________________________________________________________________
 BP0175* NAD 83(1986)-  30 45 12.     (N)    102 46 17.     (W)     SCALED    
 BP0175* NAVD 88     -       964.290  (meters)    3163.67   (feet)  ADJUSTED  
 BP0175  ___________________________________________________________________
 BP0175  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BP0175  DYNAMIC HT  -         962.792 (meters)    3158.76  (feet)  COMP
 BP0175  MODELED GRAV-     979,055.5   (mgal)                       NAVD 88
 BP0175
 BP0175  VERT ORDER  -  FIRST     CLASS II
 BP0175
 BP0175.The horizontal coordinates were scaled from a topographic map and have
 BP0175.an estimated accuracy of +/- 6 seconds.
 BP0175
 BP0175.The orthometric height was determined by differential leveling
 BP0175.and adjusted by the National Geodetic Survey in June 1991..
 BP0175
 BP0175.The geoid height was determined by GEOID03.
 BP0175
 BP0175.The dynamic height is computed by dividing the NAVD 88
 BP0175.geopotential number by the normal gravity value computed on the
 BP0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0175.degrees latitude (g = 980.6199 gals.).
 BP0175
 BP0175.The modeled gravity was interpolated from observed gravity values.
 BP0175
 BP0175;                    North         East    Units  Estimated Accuracy
 BP0175;SPC TX C     - 3,123,020.      466,600.      MT  (+/- 180 meters Scaled)
 BP0175
 BP0175                          SUPERSEDED SURVEY CONTROL
 BP0175
 BP0175  NGVD 29 (??/??/92)  963.967  (m)         3162.62   (f) ADJ UNCH    1 2
 BP0175
 BP0175.Superseded values are not recommended for survey control.
 BP0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0175.See file dsdata.txt to determine how the superseded data were derived.
 BP0175
 BP0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ133043(NAD 83)
 BP0175_MARKER: DD = SURVEY DISK
 BP0175_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0175_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0175_STAMPING: ELEV 3162.641 FT 1919
 BP0175_MARK LOGO: USGS  
 BP0175_PROJECTION: PROJECTING 5 CENTIMETERS
 BP0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0175
 BP0175  HISTORY     - Date     Condition        Report By
 BP0175  HISTORY     - 1919     MONUMENTED       USGS
 BP0175  HISTORY     - 1958     GOOD             NGS
 BP0175  HISTORY     - 1981     GOOD             NGS
 BP0175
 BP0175                          STATION DESCRIPTION
 BP0175
 BP0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0175'11.95 MI SE FROM FORT STOCKTON.
 BP0175'ABOUT 11.95 MILES SOUTHEAST ALONG U. S. HIGHWAY 285 FROM THE PANHANDLE
 BP0175'AND SANTA FE RAILWAY STATION AT FORT STOCKTON, 455 FEET SOUTHEAST OF
 BP0175'THE CENTER LINE OF THE HIGHWAY, 156 FEET SOUTHEAST OF A ROAD LEADING
 BP0175'TO A RANCH HOUSE OWNED BY E. B. CARLSON, 41 FEET EAST OF A FENCE
 BP0175'CORNER, 3 FEET SOUTH OF A WINDMILL, AND ON THE TOP OF A 3 1/2-INCH
 BP0175'IRON PIPE PROJECTING 7 INCHES.
 BP0175
 BP0175                          STATION RECOVERY (1981)
 BP0175
 BP0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0175'17.7 KM (11.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0175'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 138.7 METERS
 BP0175'(455.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 47.5 METERS
 BP0175'(155.8 FT) SOUTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING EAST TO
 BP0175'THE E. B. CARLSON RANCH, 12.5 METERS (41.0 FT) EAST OF A FENCE CORNER
 BP0175'AND 0.9 METERS (3.0 FT) SOUTH OF THE SOUTHEAST LEG OF A WINDMILL
 BP0175'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1471 ***********************************************************************
 AX1471  DESIGNATION -  316=PTS 2 USGS
 AX1471  PID         -  AX1471
 AX1471  STATE/COUNTY-  TX/FAYETTE
 AX1471  USGS QUAD   -  WEST POINT (1981)
 AX1471
 AX1471                         *CURRENT SURVEY CONTROL
 AX1471  ___________________________________________________________________
 AX1471* NAD 83(1986)-  29 58 02.     (N)    097 05 51.     (W)     SCALED    
 AX1471* NAVD 88     -        94.745  (meters)     310.84   (feet)  ADJUSTED  
 AX1471  ___________________________________________________________________
 AX1471  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AX1471  DYNAMIC HT  -          94.617 (meters)     310.42  (feet)  COMP
 AX1471  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 AX1471
 AX1471  VERT ORDER  -  FIRST     CLASS I
 AX1471
 AX1471.The horizontal coordinates were scaled from a topographic map and have
 AX1471.an estimated accuracy of +/- 6 seconds.
 AX1471
 AX1471.The orthometric height was determined by differential leveling
 AX1471.and adjusted by the National Geodetic Survey in June 1991..
 AX1471.WARNING-Repeat measurements at this control monument indicate possible
 AX1471.vertical movement.
 AX1471
 AX1471.The geoid height was determined by GEOID03.
 AX1471
 AX1471.The dynamic height is computed by dividing the NAVD 88
 AX1471.geopotential number by the normal gravity value computed on the
 AX1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1471.degrees latitude (g = 980.6199 gals.).
 AX1471
 AX1471.The modeled gravity was interpolated from observed gravity values.
 AX1471
 AX1471;                    North         East    Units  Estimated Accuracy
 AX1471;SPC TXSC     - 4,237,990.      783,600.      MT  (+/- 180 meters Scaled)
 AX1471
 AX1471                          SUPERSEDED SURVEY CONTROL
 AX1471
 AX1471  NGVD 29 (??/??/92)   94.697  (m)          310.69   (f) ADJ UNCH    1 1
 AX1471
 AX1471.Superseded values are not recommended for survey control.
 AX1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1471.See file dsdata.txt to determine how the superseded data were derived.
 AX1471
 AX1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU835166(NAD 83)
 AX1471_MARKER: P = PIPE CAP
 AX1471_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1471_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1471_STAMPING: 310.767 PRIM TRAV STA NO 2 1909 SA 60
 AX1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1471
 AX1471  HISTORY     - Date     Condition        Report By
 AX1471  HISTORY     - 1909     MONUMENTED       USGS
 AX1471  HISTORY     - 1973     GOOD             NGS
 AX1471  HISTORY     - 1978     GOOD             NGS
 AX1471
 AX1471                          STATION DESCRIPTION
 AX1471
 AX1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1471'5.0 MI SE FROM SMITHVILLE.
 AX1471'0.25 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT SMITHVILLE,
 AX1471'THENCE 4.75 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD,
 AX1471'AT KIRTLEY, AT THE CROSSING OF A GRAVEL ROAD, 17 FEET EAST OF THE 3RD
 AX1471'POLE SOUTHEAST OF MILE POLE 974, 43.4 FEET NORTHEAST OF THE NORTHEAST
 AX1471'RAIL, 88 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 31 FEET NORTH
 AX1471'OF A FENCE CORNER POST, 1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT
 AX1471'LEVEL WITH THE TRACK, A CAP RIVETED TO THE TOP OF A 3 1/2-INCH IRON
 AX1471'PIPE PROJECTING 1.5 FEET ABOVE THE GROUND.
 AX1471
 AX1471                          STATION RECOVERY (1978)
 AX1471
 AX1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9125 ***********************************************************************
 AD9125  SACS        -  This is a Secondary Airport Control Station.
 AD9125  DESIGNATION -  31F A
 AD9125  PID         -  AD9125
 AD9125  STATE/COUNTY-  TX/GAINES
 AD9125  USGS QUAD   -  SEMINOLE (1970)
 AD9125
 AD9125                         *CURRENT SURVEY CONTROL
 AD9125  ___________________________________________________________________
 AD9125* NAD 83(1993)-  32 39 55.44048(N)    102 38 52.32522(W)     ADJUSTED  
 AD9125* NAVD 88     -       994.36   (meters)    3262.3    (feet)  GPS OBS   
 AD9125  ___________________________________________________________________
 AD9125  X           -  -1,176,992.179 (meters)                     COMP
 AD9125  Y           -  -5,244,973.292 (meters)                     COMP
 AD9125  Z           -   3,423,303.220 (meters)                     COMP
 AD9125  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 AD9125  ELLIP HEIGHT-         971.75  (meters)          (02/14/01) GPS OBS
 AD9125  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AD9125
 AD9125  HORZ ORDER  -  FIRST
 AD9125  ELLP ORDER  -  FIFTH     CLASS I
 AD9125
 AD9125.This mark is at Gaines Co (31F) Airport (31F)
 AD9125
 AD9125.The horizontal coordinates were established by GPS observations
 AD9125.and adjusted by the National Geodetic Survey in July 1997..
 AD9125
 AD9125.The orthometric height was determined by GPS observations and a
 AD9125.high-resolution geoid model.
 AD9125
 AD9125.GPS derived orthometric heights for airport stations designated as
 AD9125.PACS or SACS are published to 2 decimal places.  This maintains
 AD9125.centimeter relative accuracy between the PACS and SACS.  It does
 AD9125.not indicate centimeter accuracy relative to other marks which are
 AD9125.part of the NAVD 88 network.
 AD9125
 AD9125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9125
 AD9125.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9125
 AD9125.The ellipsoidal height was determined by GPS observations
 AD9125.and is referenced to NAD 83.
 AD9125
 AD9125.The geoid height was determined by GEOID03.
 AD9125
 AD9125;                    North         East     Units Scale Factor Converg.
 AD9125;SPC TXNC     - 2,118,429.113   211,053.728   MT  0.99989520   -2 15 44.0
 AD9125;SPC TXNC     - 6,950,212.85    692,432.11   sFT  0.99989520   -2 15 44.0
 AD9125;UTM  13      - 3,616,638.712   720,578.035   MT  1.00019999   +1 16 12.1
 AD9125
 AD9125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9125!SPC TXNC     -   0.99984745  x   0.99989520  =   0.99974267
 AD9125!UTM  13      -   0.99984745  x   1.00019999  =   1.00004741
 AD9125
 AD9125                          SUPERSEDED SURVEY CONTROL
 AD9125
 AD9125.No superseded survey control is available for this station.
 AD9125
 AD9125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS2057816639(NAD 83)
 AD9125_MARKER: I = METAL ROD
 AD9125_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9125_STAMPING: 31F A 1995
 AD9125_MARK LOGO: NGS   
 AD9125_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9125+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1995
 AD9125
 AD9125  HISTORY     - Date     Condition        Report By
 AD9125  HISTORY     - 1995     MONUMENTED       NGS
 AD9125  HISTORY     - 19950518 GOOD             NGS
 AD9125
 AD9125                          STATION DESCRIPTION
 AD9125
 AD9125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9125'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTH OF SENINOLE, 0.4
 AD9125'KM (0.25 MI) WEST OF U.S.  HIGHWAY 385, ON THE GAINES COUNTY AIRPORT,
 AD9125'BETWEEN THE RUNWAY AND TAXI, 80 M (262.5 FT) NORTH OF THE SOUTH RUNWAY
 AD9125'CONECTOR.  OWNERSHIP--GAINES COUNTY, GAINES COUNTY COURTHOUSE,
 AD9125'SEMINOLE TX 79360.  THE AIRPORT MANAGER IS LEX HINES, PHONE 915
 AD9125'758-6455.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS
 AD9125'180, 385 AND 62 IN SEMINOLE, GO SOUTH 4.61 KM (2.85 MI) ON HIGHWAY 385
 AD9125'TO THE AIRPORT ROAD.  TURN RIGHT, WEST, GO 0.11 KM (0.05 MI) ON THE
 AD9125'ROAD TO AN APRON GATE ON THE LEFT.  PASS THROUGH THE GATE AND BEAR
 AD9125'RIGHT, SOUTHWEST, GO 0.19 KM (0.10 MI) PAST THE BEACON TOWER, AND
 AD9125'ACROSS THE APRON TO THE TAXI, TURN LEFT, SOUTH, GO 1.23 KM (0.75 MI)
 AD9125'TO THE STATION OF THE RIGHT.  THE STATION IS 47.2 M (154.9 FT) EAST OF
 AD9125'THE RUNWAY CENTERLINE, IN LINE WITH A (TAXI D) SIGN, 31.7 M (104.0 FT)
 AD9125'NORTH OF THE CONECTOR CENTERLINE, 13.7 M (44.9 FT) WEST OF THE TAXI
 AD9125'CENTERLINE, 0.6 M (2.0 FT) EAST OF A WITNESS POST, AND 0.4 M (1.3 FT)
 AD9125'BELOW THE LEVEL OF THE TAXI. NOTE--ACCESS TO THE DATUM POINT IS
 AD9125'THROUGH A 5-INCH LOGO CAP.  THIS IS A SECONDARY AIRPORT CONTROL
 AD9125'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0051 ***********************************************************************
 DQ0051  DESIGNATION -  32
 DQ0051  PID         -  DQ0051
 DQ0051  STATE/COUNTY-  TX/HOCKLEY
 DQ0051  USGS QUAD   -  LEVELLAND WEST (1965)
 DQ0051
 DQ0051                         *CURRENT SURVEY CONTROL
 DQ0051  ___________________________________________________________________
 DQ0051* NAD 83(1986)-  33 35 42.     (N)    102 29 14.     (W)     SCALED    
 DQ0051* NAVD 88     -      1097.466  (meters)    3600.60   (feet)  ADJUSTED  
 DQ0051  ___________________________________________________________________
 DQ0051  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 DQ0051  DYNAMIC HT  -        1096.027 (meters)    3595.88  (feet)  COMP
 DQ0051  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 DQ0051
 DQ0051  VERT ORDER  -  SECOND    CLASS 0
 DQ0051
 DQ0051.The horizontal coordinates were scaled from a topographic map and have
 DQ0051.an estimated accuracy of +/- 6 seconds.
 DQ0051
 DQ0051.The orthometric height was determined by differential leveling
 DQ0051.and adjusted by the National Geodetic Survey in June 1991..
 DQ0051
 DQ0051.The geoid height was determined by GEOID03.
 DQ0051
 DQ0051.The dynamic height is computed by dividing the NAVD 88
 DQ0051.geopotential number by the normal gravity value computed on the
 DQ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0051.degrees latitude (g = 980.6199 gals.).
 DQ0051
 DQ0051.The modeled gravity was interpolated from observed gravity values.
 DQ0051
 DQ0051;                    North         East    Units  Estimated Accuracy
 DQ0051;SPC TXNC     - 2,220,860.      230,020.      MT  (+/- 180 meters Scaled)
 DQ0051
 DQ0051                          SUPERSEDED SURVEY CONTROL
 DQ0051
 DQ0051  NGVD 29 (??/??/92) 1097.062  (m)         3599.28   (f) ADJ UNCH    2 0
 DQ0051
 DQ0051.Superseded values are not recommended for survey control.
 DQ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0051.See file dsdata.txt to determine how the superseded data were derived.
 DQ0051
 DQ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT331200(NAD 83)
 DQ0051_MARKER: B = BOLT
 DQ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0051+STABILITY: SURFACE MOTION
 DQ0051
 DQ0051  HISTORY     - Date     Condition        Report By
 DQ0051  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0051  HISTORY     - 1947     MARK NOT FOUND   NGS
 DQ0051
 DQ0051                          STATION DESCRIPTION
 DQ0051
 DQ0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DQ0051'6.1 MI W FROM LEVELLAND.
 DQ0051'6.1 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0051'STATION AT LEVELLAND, HOCKLEY COUNTY, 125 FEET WEST OF MILEPOST 32, 93
 DQ0051'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET NORTH OF THE
 DQ0051'SOUTH RIGHT-OF-WAY FENCE.  A TRACK BOLT SET IN THE TOP OF A CONCRETE
 DQ0051'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0310 ***********************************************************************
 BL0310  DESIGNATION -  32
 BL0310  PID         -  BL0310
 BL0310  STATE/COUNTY-  TX/JASPER
 BL0310  USGS QUAD   -  FRANKLIN LAKE (1984)
 BL0310
 BL0310                         *CURRENT SURVEY CONTROL
 BL0310  ___________________________________________________________________
 BL0310* NAD 83(1986)-  30 24 01.     (N)    094 01 06.     (W)     SCALED    
 BL0310* NAVD 88     -        16.61   (+/-2cm)      54.5    (feet)  VERTCON   
 BL0310  ___________________________________________________________________
 BL0310  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0310
 BL0310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0310
 BL0310.The horizontal coordinates were scaled from a topographic map and have
 BL0310.an estimated accuracy of +/- 6 seconds.
 BL0310
 BL0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0310.The vertical order pertains to the NGVD 29 superseded value.
 BL0310
 BL0310.The geoid height was determined by GEOID03.
 BL0310
 BL0310;                    North         East    Units  Estimated Accuracy
 BL0310;SPC TX C     - 3,098,550.    1,306,490.      MT  (+/- 180 meters Scaled)
 BL0310
 BL0310                          SUPERSEDED SURVEY CONTROL
 BL0310
 BL0310  NGVD 29 (??/??/92)   16.582  (m)           54.40   (f) ADJ UNCH    2 0
 BL0310
 BL0310.Superseded values are not recommended for survey control.
 BL0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0310.See file dsdata.txt to determine how the superseded data were derived.
 BL0310
 BL0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP021635(NAD 83)
 BL0310_MARKER: Z = SEE DESCRIPTION
 BL0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0310_SP_SET: SECTION RAIL
 BL0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0310
 BL0310  HISTORY     - Date     Condition        Report By
 BL0310  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0310  HISTORY     - 1935     GOOD             NGS
 BL0310  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BL0310
 BL0310                          STATION DESCRIPTION
 BL0310
 BL0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0310'4.1 MI SW FROM BUNA.
 BL0310'4.1 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BL0310'THE STATION AT BUNA, JASPER COUNTY, OPPOSITE MILEPOST 32, AND 8 FEET
 BL0310'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0310'OF RAIL SET VERTICALLY.
 BL0310
 BL0310                          STATION RECOVERY (2004)
 BL0310
 BL0310'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BL0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0005 ***********************************************************************
 DN0005  DESIGNATION -  32
 DN0005  PID         -  DN0005
 DN0005  STATE/COUNTY-  TX/GRAYSON
 DN0005  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0005
 DN0005                         *CURRENT SURVEY CONTROL
 DN0005  ___________________________________________________________________
 DN0005* NAD 83(1986)-  33 35 33.     (N)    096 24 14.     (W)     SCALED    
 DN0005* NAVD 88     -       219.522  (meters)     720.22   (feet)  ADJUSTED  
 DN0005  ___________________________________________________________________
 DN0005  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DN0005  DYNAMIC HT  -         219.286 (meters)     719.44  (feet)  COMP
 DN0005  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 DN0005
 DN0005  VERT ORDER  -  FIRST     CLASS II
 DN0005
 DN0005.The horizontal coordinates were scaled from a topographic map and have
 DN0005.an estimated accuracy of +/- 6 seconds.
 DN0005
 DN0005.The orthometric height was determined by differential leveling
 DN0005.and adjusted by the National Geodetic Survey in June 1991..
 DN0005
 DN0005.The geoid height was determined by GEOID03.
 DN0005
 DN0005.The dynamic height is computed by dividing the NAVD 88
 DN0005.geopotential number by the normal gravity value computed on the
 DN0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0005.degrees latitude (g = 980.6199 gals.).
 DN0005
 DN0005.The modeled gravity was interpolated from observed gravity values.
 DN0005
 DN0005;                    North         East    Units  Estimated Accuracy
 DN0005;SPC TXNC     - 2,215,500.      794,540.      MT  (+/- 180 meters Scaled)
 DN0005
 DN0005                          SUPERSEDED SURVEY CONTROL
 DN0005
 DN0005  NGVD 29 (??/??/92)  219.499  (m)          720.14   (f) ADJ UNCH    1 2
 DN0005
 DN0005.Superseded values are not recommended for survey control.
 DN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0005.See file dsdata.txt to determine how the superseded data were derived.
 DN0005
 DN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC409199(NAD 83)
 DN0005_MARKER: S = SPIKE
 DN0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0005_SP_SET: CULVERT
 DN0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0005
 DN0005  HISTORY     - Date     Condition        Report By
 DN0005  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0005  HISTORY     - 1933     GOOD             NGS
 DN0005  HISTORY     - 1934     GOOD             NGS
 DN0005  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0005
 DN0005                          STATION DESCRIPTION
 DN0005
 DN0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0005'1.3 MI S FROM BELLS.
 DN0005'1.3 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0005'BELLS, GRAYSON COUNTY, 1,800 FEET NORTH OF MILEPOST 676, AT A CONCRETE
 DN0005'CULVERT, AND IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL. A
 DN0005'RAILROAD SPIKE.
 DN0005
 DN0005                          STATION RECOVERY (1934)
 DN0005
 DN0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DN0005'RECOVERED IN GOOD CONDITION.
 DN0005
 DN0005                          STATION RECOVERY (1986)
 DN0005
 DN0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1333 ***********************************************************************
 FL1333  DESIGNATION -  32
 FL1333  PID         -  FL1333
 FL1333  STATE/COUNTY-  TX/POTTER
 FL1333  USGS QUAD   -  MARSH (1953)
 FL1333
 FL1333                         *CURRENT SURVEY CONTROL
 FL1333  ___________________________________________________________________
 FL1333* NAD 83(1986)-  35 36 24.     (N)    101 56 32.     (W)     SCALED    
 FL1333* NAVD 88     -      1108.903  (meters)    3638.13   (feet)  ADJUSTED  
 FL1333  ___________________________________________________________________
 FL1333  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL1333  DYNAMIC HT  -        1107.605 (meters)    3633.87  (feet)  COMP
 FL1333  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 FL1333
 FL1333  VERT ORDER  -  SECOND    CLASS 0
 FL1333
 FL1333.The horizontal coordinates were scaled from a topographic map and have
 FL1333.an estimated accuracy of +/- 6 seconds.
 FL1333
 FL1333.The orthometric height was determined by differential leveling
 FL1333.and adjusted by the National Geodetic Survey in June 1991..
 FL1333
 FL1333.The geoid height was determined by GEOID03.
 FL1333
 FL1333.The dynamic height is computed by dividing the NAVD 88
 FL1333.geopotential number by the normal gravity value computed on the
 FL1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1333.degrees latitude (g = 980.6199 gals.).
 FL1333
 FL1333.The modeled gravity was interpolated from observed gravity values.
 FL1333
 FL1333;                    North         East    Units  Estimated Accuracy
 FL1333;SPC TX N     - 1,178,330.      159,930.      MT  (+/- 180 meters Scaled)
 FL1333
 FL1333                          SUPERSEDED SURVEY CONTROL
 FL1333
 FL1333  NGVD 29 (??/??/92) 1108.365  (m)         3636.36   (f) ADJ UNCH    2 0
 FL1333
 FL1333.Superseded values are not recommended for survey control.
 FL1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1333.See file dsdata.txt to determine how the superseded data were derived.
 FL1333
 FL1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE334443(NAD 83)
 FL1333_MARKER: B = BOLT
 FL1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1333+STABILITY: SURFACE MOTION
 FL1333
 FL1333  HISTORY     - Date     Condition        Report By
 FL1333  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1333  HISTORY     - 1934     GOOD             NGS
 FL1333
 FL1333                          STATION DESCRIPTION
 FL1333
 FL1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1333'20.0 MI SE FROM DUMAS.
 FL1333'20.0 MI SE OF AND ALONG THE S.F.R.R. OPPOSITE MILE POST 32.  148 FT.
 FL1333'NE OF CENTER OF TRACK.  2 FT. SW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0696 ***********************************************************************
 AN0696  DESIGNATION -  32 WHV
 AN0696  PID         -  AN0696
 AN0696  STATE/COUNTY-  TX/VICTORIA
 AN0696  USGS QUAD   -  LA SALLE (1995)
 AN0696
 AN0696                         *CURRENT SURVEY CONTROL
 AN0696  ___________________________________________________________________
 AN0696* NAD 83(1986)-  28 50 43.     (N)    096 43 37.     (W)     SCALED    
 AN0696* NAVD 88     -        13.52   (+/-2cm)      44.4    (feet)  VERTCON   
 AN0696  ___________________________________________________________________
 AN0696  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0696
 AN0696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0696
 AN0696.The horizontal coordinates were scaled from a topographic map and have
 AN0696.an estimated accuracy of +/- 6 seconds.
 AN0696
 AN0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0696.The vertical order pertains to the NGVD 29 superseded value.
 AN0696
 AN0696.The geoid height was determined by GEOID03.
 AN0696
 AN0696;                    North         East    Units  Estimated Accuracy
 AN0696;SPC TXSC     - 4,114,310.      821,780.      MT  (+/- 180 meters Scaled)
 AN0696
 AN0696                          SUPERSEDED SURVEY CONTROL
 AN0696
 AN0696  NGVD 29 (??/??/92)   13.612  (m)           44.66   (f) ADJ UNCH    2 0
 AN0696
 AN0696.Superseded values are not recommended for survey control.
 AN0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0696.See file dsdata.txt to determine how the superseded data were derived.
 AN0696
 AN0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS217929(NAD 83)
 AN0696_MARKER: DD = SURVEY DISK
 AN0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0696_STAMPING: 32 WHV TT 45 1951
 AN0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0696+STABILITY: SURFACE MOTION
 AN0696
 AN0696  HISTORY     - Date     Condition        Report By
 AN0696  HISTORY     - 1951     MONUMENTED       USGS
 AN0696  HISTORY     - 1972     GOOD             NGS
 AN0696
 AN0696                          STATION DESCRIPTION
 AN0696
 AN0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0696'6.3 MI NW FROM LA SALLE.
 AN0696'ABOUT 6.3 MILES NORTHWEST ALONG THE LA SALLE-INEZ ROAD FROM THE POST
 AN0696'OFFICE AT LA SALLE, 402 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 AN0696'OF A ROAD LEADING SOUTH AND THE 90 DEGREE TURN IN THE LA SALLE-INEZ
 AN0696'ROAD, 22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET
 AN0696'SOUTHWEST OF A POWER LINE POLE, 1 FOOT SOUTHEAST OF A FENCE LINE, 1.6
 AN0696'FEET NORTHEAST OF A METAL WITNESS POST, 1/2 FOOT BELOW THE LLEVEL OF
 AN0696'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES
 AN0696'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0308 ***********************************************************************
 DM0308  DESIGNATION -  320
 DM0308  PID         -  DM0308
 DM0308  STATE/COUNTY-  TX/MORRIS
 DM0308  USGS QUAD   -  NAPLES (1980)
 DM0308
 DM0308                         *CURRENT SURVEY CONTROL
 DM0308  ___________________________________________________________________
 DM0308* NAD 83(1986)-  33 13 11.     (N)    094 39 25.     (W)     SCALED    
 DM0308* NAVD 88     -        97.429  (meters)     319.65   (feet)  ADJUSTED  
 DM0308  ___________________________________________________________________
 DM0308  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM0308  DYNAMIC HT  -          97.323 (meters)     319.30  (feet)  COMP
 DM0308  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DM0308
 DM0308  VERT ORDER  -  SECOND    CLASS 0
 DM0308
 DM0308.The horizontal coordinates were scaled from a topographic map and have
 DM0308.an estimated accuracy of +/- 6 seconds.
 DM0308
 DM0308.The orthometric height was determined by differential leveling
 DM0308.and adjusted by the National Geodetic Survey in June 1991..
 DM0308
 DM0308.The geoid height was determined by GEOID03.
 DM0308
 DM0308.The dynamic height is computed by dividing the NAVD 88
 DM0308.geopotential number by the normal gravity value computed on the
 DM0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0308.degrees latitude (g = 980.6199 gals.).
 DM0308
 DM0308.The modeled gravity was interpolated from observed gravity values.
 DM0308
 DM0308;                    North         East    Units  Estimated Accuracy
 DM0308;SPC TXNC     - 2,178,770.      958,130.      MT  (+/- 180 meters Scaled)
 DM0308
 DM0308                          SUPERSEDED SURVEY CONTROL
 DM0308
 DM0308  NGVD 29 (??/??/92)   97.437  (m)          319.67   (f) ADJ UNCH    2 0
 DM0308
 DM0308.Superseded values are not recommended for survey control.
 DM0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0308.See file dsdata.txt to determine how the superseded data were derived.
 DM0308
 DM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS455768(NAD 83)
 DM0308_MARKER: DB = BENCH MARK DISK
 DM0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0308_STAMPING: 320 ADJ 1903
 DM0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0308+STABILITY: SURFACE MOTION
 DM0308
 DM0308  HISTORY     - Date     Condition        Report By
 DM0308  HISTORY     - 1903     MONUMENTED       USGS
 DM0308  HISTORY     - 1933     GOOD             NGS
 DM0308  HISTORY     - 1935     MARK NOT FOUND   NGS
 DM0308
 DM0308                          STATION DESCRIPTION
 DM0308
 DM0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0308'2.1 MI E FROM NAPLES.
 DM0308'2.1 MILES EAST OF, ALONG ST.L. - S.W. RY.  120 FEET EAST OF RAILROAD
 DM0308'BRIDGE NO. 120, 40 FEET SOUTHWEST OF ROAD CROSSING, AT WEST END OF
 DM0308'CUT.  TABLET ON TOP OF IRON POST.
 DM0308
 DM0308                          STATION RECOVERY (1935)
 DM0308
 DM0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2596 ***********************************************************************
 BY2596  DESIGNATION -  320.14 GCSFRR
 BY2596  PID         -  BY2596
 BY2596  STATE/COUNTY-  TX/SABINE
 BY2596  USGS QUAD   -  BRONSON (1984)
 BY2596
 BY2596                         *CURRENT SURVEY CONTROL
 BY2596  ___________________________________________________________________
 BY2596* NAD 83(1986)-  31 20 06.     (N)    094 00 23.     (W)     SCALED    
 BY2596* NAVD 88     -        97.75   (+/-2cm)     320.7    (feet)  VERTCON   
 BY2596  ___________________________________________________________________
 BY2596  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY2596
 BY2596  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2596
 BY2596.The horizontal coordinates were scaled from a topographic map and have
 BY2596.an estimated accuracy of +/- 6 seconds.
 BY2596
 BY2596.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2596.The vertical order pertains to the NGVD 29 superseded value.
 BY2596
 BY2596.The geoid height was determined by GEOID03.
 BY2596
 BY2596;                    North         East    Units  Estimated Accuracy
 BY2596;SPC TX C     - 3,202,060.    1,301,740.      MT  (+/- 180 meters Scaled)
 BY2596
 BY2596                          SUPERSEDED SURVEY CONTROL
 BY2596
 BY2596  NGVD 29 (??/??/92)   97.771  (m)          320.77   (f) ADJ UNCH    1 2
 BY2596
 BY2596.Superseded values are not recommended for survey control.
 BY2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2596.See file dsdata.txt to determine how the superseded data were derived.
 BY2596
 BY2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ042671(NAD 83)
 BY2596_MARKER: Z = SEE DESCRIPTION
 BY2596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY2596_SP_SET: RAIL
 BY2596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2596
 BY2596  HISTORY     - Date     Condition        Report By
 BY2596  HISTORY     - UNK      MONUMENTED       ATSFRR
 BY2596  HISTORY     - 1952     GOOD             NGS
 BY2596  HISTORY     - 20010508 MARK NOT FOUND   USPSQD
 BY2596
 BY2596                          STATION DESCRIPTION
 BY2596
 BY2596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2596'0.85 MI S FROM BRONSON.
 BY2596'0.85 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BY2596'THE STATION AT BRONSON, 27.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6
 BY2596'FEET NORTHWEST OF MILEPOST 104, 1.5 FEET ABOVE THE GROUND, THE TOP OF
 BY2596'A VERTICAL SECTION OF RAIL WHICH IS SET IN THE GROUND.
 BY2596
 BY2596                          STATION RECOVERY (2001)
 BY2596
 BY2596'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BY2596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0655 ***********************************************************************
 CE0655  DESIGNATION -  3210635038
 CE0655  PID         -  CE0655
 CE0655  STATE/COUNTY-  TX/EL PASO
 CE0655  USGS QUAD   -  CANUTILLO (1995)
 CE0655
 CE0655                         *CURRENT SURVEY CONTROL
 CE0655  ___________________________________________________________________
 CE0655* NAD 83(1993)-  31 59 51.57041(N)    106 34 56.08992(W)     ADJUSTED  
 CE0655* NAVD 88     -      1197.6    (meters)    3929.     (feet)  VERTCON   
 CE0655  ___________________________________________________________________
 CE0655  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 CE0655  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CE0655
 CE0655  HORZ ORDER  -  SECOND
 CE0655
 CE0655.The horizontal coordinates were established by classical geodetic methods
 CE0655.and adjusted by the National Geodetic Survey in February 1996..
 CE0655
 CE0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0655
 CE0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0655
 CE0655.The geoid height was determined by GEOID03.
 CE0655
 CE0655;                    North         East     Units Scale Factor Converg.
 CE0655;SPC TX C     - 3,274,999.063   109,796.692   MT  1.00003271   -3 13 06.8
 CE0655;SPC TX C     -10,744,726.09    360,224.65   sFT  1.00003271   -3 13 06.8
 CE0655;SPC NM C     -   110,655.632   468,607.182   MT  0.99991215   -0 10 33.8
 CE0655;SPC NM C     -   363,042.69  1,537,422.06   sFT  0.99991215   -0 10 33.8
 CE0655;UTM  13      - 3,541,269.873   350,536.103   MT  0.99987551   -0 50 18.8
 CE0655
 CE0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0655!SPC TX C     -   0.99981573  x   1.00003271  =   0.99984844
 CE0655!SPC NM C     -   0.99981573  x   0.99991215  =   0.99972790
 CE0655!UTM  13      -   0.99981573  x   0.99987551  =   0.99969127
 CE0655
 CE0655:                Primary Azimuth Mark                     Grid Az
 CE0655:SPC TX C     -  3210635037                               001 55 06.7
 CE0655:SPC NM C     -  3210635037                               358 52 33.7
 CE0655:UTM  13      -  3210635037                               359 32 18.7
 CE0655
 CE0655|---------------------------------------------------------------------|
 CE0655| PID    Reference Object                     Distance      Geod. Az  |
 CE0655|                                                           dddmmss.s |
 CE0655| CX1685 3210635037                          APPROX. 1.4 KM 3584159.9 |
 CE0655|---------------------------------------------------------------------|
 CE0655
 CE0655                          SUPERSEDED SURVEY CONTROL
 CE0655
 CE0655  NAD 83(1993)-  31 59 51.57047(N)    106 34 56.08991(W) AD(       ) 2
 CE0655  NAD 83(1986)-  31 59 51.57506(N)    106 34 56.08849(W) AD(       ) 2
 CE0655  NAD 27      -  31 59 51.21295(N)    106 34 54.11704(W) AD(       ) 2
 CE0655  NGVD 29 (07/19/86) 1197.1    (m)         3927.     (f) VERT ANG       
 CE0655
 CE0655.Superseded values are not recommended for survey control.
 CE0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0655.See file dsdata.txt to determine how the superseded data were derived.
 CE0655
 CE0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5053641270(NAD 83)
 CE0655_MARKER: DD = SURVEY DISK
 CE0655_SETTING: 0 = UNSPECIFIED SETTING
 CE0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0655
 CE0655  HISTORY     - Date     Condition        Report By
 CE0655  HISTORY     - 1975     MONUMENTED       NMHD
 CE0655
 CE0655                          STATION DESCRIPTION
 CE0655
 CE0655'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CE0655'THE STATION IS IN EL PASO COUNTY, TEXAS ALONG INTERSTATE 10.  IT
 CE0655'IS 24.8 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES NEW MEXICO, 4.2
 CE0655'MILES SOUTH OF EXIT 160 AND 0.25 MILES SOUTH OF THE NEW
 CE0655'MEXICO/TEXAS STATE LINE.
 CE0655'
 CE0655'TO REACH FROM EXIT 140 (I-10 AND N.M. 128) WHICH IS
 CE0655'WEST-SOUTHWEST OF LAS CRUCES.  GO SOUTH ON I-10.  24.9 MILES
 CE0655'TO THE STATION ON THE LEFT.  STATION IS 123 FEET EAST OF THE
 CE0655'CENTER OF THE NORTH BOUND LANE AND 30 FEET NORTH OF THE OVERPASS
 CE0655'ROAD NEAR THE NORTHEAST CORNER OF THE BRIDGE.
 CE0655'
 CE0655'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CE0655'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CE0655'THE GROUND AND STAMPED 3210635038, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0240 ***********************************************************************
 CA0240  DESIGNATION -  322 GCSFRC
 CA0240  PID         -  CA0240
 CA0240  STATE/COUNTY-  TX/MILLS
 CA0240  USGS QUAD   -  MULLIN (1980)
 CA0240
 CA0240                         *CURRENT SURVEY CONTROL
 CA0240  ___________________________________________________________________
 CA0240* NAD 83(1986)-  31 32 50.     (N)    098 38 23.     (W)     SCALED    
 CA0240* NAVD 88     -       436.383  (meters)    1431.70   (feet)  ADJUSTED  
 CA0240  ___________________________________________________________________
 CA0240  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CA0240  DYNAMIC HT  -         435.809 (meters)    1429.82  (feet)  COMP
 CA0240  MODELED GRAV-     979,312.8   (mgal)                       NAVD 88
 CA0240
 CA0240  VERT ORDER  -  FIRST     CLASS II
 CA0240
 CA0240.The horizontal coordinates were scaled from a topographic map and have
 CA0240.an estimated accuracy of +/- 6 seconds.
 CA0240
 CA0240.The orthometric height was determined by differential leveling
 CA0240.and adjusted by the National Geodetic Survey in June 1991..
 CA0240
 CA0240.The geoid height was determined by GEOID03.
 CA0240
 CA0240.The dynamic height is computed by dividing the NAVD 88
 CA0240.geopotential number by the normal gravity value computed on the
 CA0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0240.degrees latitude (g = 980.6199 gals.).
 CA0240
 CA0240.The modeled gravity was interpolated from observed gravity values.
 CA0240
 CA0240;                    North         East    Units  Estimated Accuracy
 CA0240;SPC TX C     - 3,209,700.      860,800.      MT  (+/- 180 meters Scaled)
 CA0240
 CA0240                          SUPERSEDED SURVEY CONTROL
 CA0240
 CA0240  NGVD 29 (??/??/92)  436.284  (m)         1431.38   (f) ADJ UNCH    1 2
 CA0240
 CA0240.Superseded values are not recommended for survey control.
 CA0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0240.See file dsdata.txt to determine how the superseded data were derived.
 CA0240
 CA0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV341903(NAD 83)
 CA0240_MARKER: X = CHISELED CROSS
 CA0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0240_SP_SET: RAIL
 CA0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0240
 CA0240  HISTORY     - Date     Condition        Report By
 CA0240  HISTORY     - UNK      MONUMENTED       GCSFRC
 CA0240  HISTORY     - 1932     GOOD             NGS
 CA0240  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0240
 CA0240                          STATION DESCRIPTION
 CA0240
 CA0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0240'8.7 MI NW FROM GOLDTHWAITE.
 CA0240'8.7 MILES NORTHWEST OF GOLDTHWAITE ON THE G.C. AND SANTA FE R.R.
 CA0240'CHISLED CROSS TOP VERTICAL MILE RAIL NO. 322.
 CA0240
 CA0240                          STATION RECOVERY (1983)
 CA0240
 CA0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1518 ***********************************************************************
 BY1518  DESIGNATION -  322.1
 BY1518  PID         -  BY1518
 BY1518  STATE/COUNTY-  TX/HOUSTON
 BY1518  USGS QUAD   -  BEREA (1951)
 BY1518
 BY1518                         *CURRENT SURVEY CONTROL
 BY1518  ___________________________________________________________________
 BY1518* NAD 83(1986)-  31 15 11.     (N)    095 16 04.     (W)     SCALED    
 BY1518* NAVD 88     -        98.09   (+/-2cm)     321.8    (feet)  VERTCON   
 BY1518  ___________________________________________________________________
 BY1518  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY1518
 BY1518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1518
 BY1518.The horizontal coordinates were scaled from a topographic map and have
 BY1518.an estimated accuracy of +/- 6 seconds.
 BY1518
 BY1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1518.The vertical order pertains to the NGVD 29 superseded value.
 BY1518
 BY1518.The geoid height was determined by GEOID03.
 BY1518
 BY1518;                    North         East    Units  Estimated Accuracy
 BY1518;SPC TX C     - 3,186,840.    1,182,280.      MT  (+/- 180 meters Scaled)
 BY1518
 BY1518                          SUPERSEDED SURVEY CONTROL
 BY1518
 BY1518  NGVD 29 (??/??/92)   98.104  (m)          321.86   (f) ADJ UNCH    2 0
 BY1518
 BY1518.Superseded values are not recommended for survey control.
 BY1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1518.See file dsdata.txt to determine how the superseded data were derived.
 BY1518
 BY1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ840598(NAD 83)
 BY1518_MARKER: Z = SEE DESCRIPTION
 BY1518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1518_SP_SET: TREE
 BY1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1518
 BY1518  HISTORY     - Date     Condition        Report By
 BY1518  HISTORY     - UNK      MONUMENTED       USGS
 BY1518  HISTORY     - 1948     GOOD             NGS
 BY1518
 BY1518                          STATION DESCRIPTION
 BY1518
 BY1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1518'10.05 MI NE FROM PENNINGTON.
 BY1518'6.2 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE PENNINGTON BAPTIST
 BY1518'CHURCH AT PENNINGTON, THENCE 3.85 NORTHEAST ALONG AN OLD ROAD FROM THE
 BY1518'SHADY GROVE CHURCH, AND AT A Y-JUNCTION OF A ROAD LEADING NORTHWEST TO
 BY1518'ARBOR GROVE, 33.0 FEET SOUTH OF A TELEPHONE POLE, 20.3 FEET NORTH OF A
 BY1518'FENCE LINE, 15.0 FEET SOUTH OF THE CENTER LINE OF THE EAST WEST ROAD
 BY1518'AT A POINT OF JUNCTION WITH THE ROAD LEADING NORTHWEST, A COPPER NAIL
 BY1518'AND WASHER IN A ROOT ON THE WEST SIDE OF A 12-INCH ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1155 ***********************************************************************
 BY1155  DESIGNATION -  323.804
 BY1155  PID         -  BY1155
 BY1155  STATE/COUNTY-  TX/NACOGDOCHES
 BY1155  USGS QUAD   -  APPLEBY (1983)
 BY1155
 BY1155                         *CURRENT SURVEY CONTROL
 BY1155  ___________________________________________________________________
 BY1155* NAD 83(1986)-  31 41 45.     (N)    094 31 06.     (W)     SCALED    
 BY1155* NAVD 88     -        98.83   (+/-2cm)     324.2    (feet)  VERTCON   
 BY1155  ___________________________________________________________________
 BY1155  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY1155
 BY1155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1155
 BY1155.The horizontal coordinates were scaled from a topographic map and have
 BY1155.an estimated accuracy of +/- 6 seconds.
 BY1155
 BY1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1155.The vertical order pertains to the NGVD 29 superseded value.
 BY1155
 BY1155.The geoid height was determined by GEOID03.
 BY1155
 BY1155;                    North         East    Units  Estimated Accuracy
 BY1155;SPC TX C     - 3,239,360.    1,251,010.      MT  (+/- 180 meters Scaled)
 BY1155
 BY1155                          SUPERSEDED SURVEY CONTROL
 BY1155
 BY1155  NGVD 29 (??/??/92)   98.836  (m)          324.26   (f) ADJ UNCH    2 0
 BY1155
 BY1155.Superseded values are not recommended for survey control.
 BY1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1155.See file dsdata.txt to determine how the superseded data were derived.
 BY1155
 BY1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR561077(NAD 83)
 BY1155_MARKER: N = NAIL
 BY1155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1155_SP_SET: TREE
 BY1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1155
 BY1155  HISTORY     - Date     Condition        Report By
 BY1155  HISTORY     - UNK      MONUMENTED       USGS
 BY1155  HISTORY     - 1948     GOOD             NGS
 BY1155  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1155
 BY1155                          STATION DESCRIPTION
 BY1155
 BY1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1155'6.70 MI S FROM APPLEBY.
 BY1155'5.75 MILES EAST ALONG THE APPLEBY-PISGAH CHURCH ROAD FROM THE CROSSING
 BY1155'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, THENCE
 BY1155'0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE EAST AND 0.4
 BY1155'MILE SOUTH ALONG A DIRT ROAD, AT THE NORTHWEST CORNER OF A WOODED AREA
 BY1155'AND THE SOUTHEAST CORNER OF A CLEARED PASTURE, ABOUT 160.0 FEET SOUTH
 BY1155'OF A LARGE WOODEN BRIDGE OVER A STREAM, 106.4 FEET SOUTH ALONG A FENCE
 BY1155'LINE FROM BENCH MARK S 891, 16.0 FEET EAST OF THE CENTER LINE OF THE
 BY1155'ROAD, 8.0 FEET SOUTH OF THE CENTER LINE OF A WOODS ROAD LEADING EAST,
 BY1155'0.6 FOOT EAST OF THE EAST FACE OF THE TRUNK OF A 15-INCH OAK TREE, A
 BY1155'COPPER NAIL AND WASHER IN THE TOP OF A ROOT ON THE EAST SIDE OF THE
 BY1155'TREE AND 0.3 FOOT ABOVE THE GROUND.
 BY1155
 BY1155                          STATION RECOVERY (1998)
 BY1155
 BY1155'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1028 ***********************************************************************
 CS1028  DESIGNATION -  324 RM 2
 CS1028  PID         -  CS1028
 CS1028  STATE/COUNTY-  TX/DALLAS
 CS1028  USGS QUAD   -  DALLAS (1981)
 CS1028
 CS1028                         *CURRENT SURVEY CONTROL
 CS1028  ___________________________________________________________________
 CS1028* NAD 83(1986)-  32 51 54.     (N)    096 46 59.     (W)     SCALED    
 CS1028* NAVD 88     -       193.613  (meters)     635.21   (feet)  ADJUSTED  
 CS1028  ___________________________________________________________________
 CS1028  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CS1028  DYNAMIC HT  -         193.394 (meters)     634.49  (feet)  COMP
 CS1028  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 CS1028
 CS1028  VERT ORDER  -  FIRST     CLASS II
 CS1028
 CS1028.The horizontal coordinates were scaled from a topographic map and have
 CS1028.an estimated accuracy of +/- 6 seconds.
 CS1028
 CS1028.The orthometric height was determined by differential leveling
 CS1028.and adjusted by the National Geodetic Survey in June 1991..
 CS1028
 CS1028.The geoid height was determined by GEOID03.
 CS1028
 CS1028.The dynamic height is computed by dividing the NAVD 88
 CS1028.geopotential number by the normal gravity value computed on the
 CS1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1028.degrees latitude (g = 980.6199 gals.).
 CS1028
 CS1028.The modeled gravity was interpolated from observed gravity values.
 CS1028
 CS1028;                    North         East    Units  Estimated Accuracy
 CS1028;SPC TXNC     - 2,134,200.      760,670.      MT  (+/- 180 meters Scaled)
 CS1028
 CS1028                          SUPERSEDED SURVEY CONTROL
 CS1028
 CS1028  NGVD 29 (??/??/92)  193.623  (m)          635.24   (f) ADJ UNCH    1 2
 CS1028
 CS1028.Superseded values are not recommended for survey control.
 CS1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1028.See file dsdata.txt to determine how the superseded data were derived.
 CS1028
 CS1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB074384(NAD 83)
 CS1028_MARKER: DR = REFERENCE MARK DISK
 CS1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1028_STAMPING: NO 324 CWA NO 2 1947
 CS1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1028+STABILITY: SURFACE MOTION
 CS1028
 CS1028  HISTORY     - Date     Condition        Report By
 CS1028  HISTORY     - 1947     MONUMENTED       CGS
 CS1028  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1028  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1028
 CS1028                          STATION DESCRIPTION
 CS1028
 CS1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1028'IN DALLAS.
 CS1028'ABOUT 5.8 MILES NORTH OF THE DALLAS COUNTY COURTHOUSE, ALONG THE
 CS1028'NORTHWEST HIGHWAY, NEAR THE SOUTHWEST CORNER OF THE HILLCREST MEMORIAL
 CS1028'CEMETERY, 165 FEET WEST OF THE CENTER LINE OF AIRLINE ROAD, 50 FEET
 CS1028'NORTH OF THE CENTER LINE OF THE NORTHWEST HIGHWAY, ALONG THE SOUTH
 CS1028'EDGE OF A HEDGE.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 CS1028'CONCRETE POST.
 CS1028
 CS1028                          STATION RECOVERY (1958)
 CS1028
 CS1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1028'MARK NOT FOUND.
 CS1028
 CS1028                          STATION RECOVERY (2000)
 CS1028
 CS1028'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0077 ***********************************************************************
 BA0077  DESIGNATION -  3240
 BA0077  PID         -  BA0077
 BA0077  STATE/COUNTY-  TX/BREWSTER
 BA0077  USGS QUAD   -  BUTTERBOWL (1983)
 BA0077
 BA0077                         *CURRENT SURVEY CONTROL
 BA0077  ___________________________________________________________________
 BA0077* NAD 83(1986)-  29 43 26.     (N)    103 20 38.     (W)     SCALED    
 BA0077* NAVD 88     -       988.076  (meters)    3241.71   (feet)  ADJUSTED  
 BA0077  ___________________________________________________________________
 BA0077  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 BA0077  DYNAMIC HT  -         986.486 (meters)    3236.50  (feet)  COMP
 BA0077  MODELED GRAV-     978,999.8   (mgal)                       NAVD 88
 BA0077
 BA0077  VERT ORDER  -  SECOND    CLASS 0
 BA0077
 BA0077.The horizontal coordinates were scaled from a topographic map and have
 BA0077.an estimated accuracy of +/- 6 seconds.
 BA0077
 BA0077.The orthometric height was determined by differential leveling
 BA0077.and adjusted by the National Geodetic Survey in June 1991..
 BA0077
 BA0077.The geoid height was determined by GEOID03.
 BA0077
 BA0077.The dynamic height is computed by dividing the NAVD 88
 BA0077.geopotential number by the normal gravity value computed on the
 BA0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0077.degrees latitude (g = 980.6199 gals.).
 BA0077
 BA0077.The modeled gravity was interpolated from observed gravity values.
 BA0077
 BA0077;                    North         East    Units  Estimated Accuracy
 BA0077;SPC TXSC     - 4,217,330.      179,860.      MT  (+/- 180 meters Scaled)
 BA0077
 BA0077                          SUPERSEDED SURVEY CONTROL
 BA0077
 BA0077  NGVD 29 (??/??/92)  987.683  (m)         3240.42   (f) ADJ UNCH    2 0
 BA0077
 BA0077.Superseded values are not recommended for survey control.
 BA0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0077.See file dsdata.txt to determine how the superseded data were derived.
 BA0077
 BA0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN601893(NAD 83)
 BA0077_MARKER: DB = BENCH MARK DISK
 BA0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0077_STAMPING: 3240
 BA0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0077+STABILITY: SURFACE MOTION
 BA0077
 BA0077  HISTORY     - Date     Condition        Report By
 BA0077  HISTORY     - UNK      MONUMENTED       USGS
 BA0077  HISTORY     - 1958     GOOD             NGS
 BA0077  HISTORY     - 1967     GOOD             USGS
 BA0077
 BA0077                          STATION DESCRIPTION
 BA0077
 BA0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0077'16.0 MI W FROM PERSIMMON GAP.
 BA0077'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0077'GAP, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD,
 BA0077'THENCE ABOUT 0.65 MILE SOUTHWEST ALONG THE NORTHWEST SIDE OF A FENCE,
 BA0077'CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE ABOUT 0.35 MILE
 BA0077'SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE, THENCE
 BA0077'ABOUT 1.95 MILES WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0077'TANKS AND A WINDMILL, THENCE ABOUT 3.25 MILES NORTHWEST ALONG A TRACK
 BA0077'ROAD TO A PROMINENT HILL, THENCE ABOUT 0.25 MILE AROUND THE SOUTH SIDE
 BA0077'OF THE HILL, THENCE ABOUT 0.75 MILE NORTHWEST ALONG A DITCH AND OLD
 BA0077'TRACK ROAD, THENCE ABOUT 1.05 MILE NORTHWEST ALONG DIM TRACK ROAD TO A
 BA0077'NORTH-SOUTH FENCE, THENCE 0.45 MILE NORTH ALONG THE EAST SIDE OF THE
 BA0077'FENCE, THENCE ABOUT 0.95 MILE WEST ALONG A TRACK ROAD ALONG THE SOUTH
 BA0077'SIDE OF THE FENCE, CONTINUE THROUGH A GATE, THENCE ABOUT 0.6 MILE
 BA0077'NORTHWEST ALONG A TRACK ROAD, THENCE ABOUT 3.2 MILES NORTHWEST ALONG A
 BA0077'GRADED DIRT ROAD, ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 5
 BA0077'INCHES, 32 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.55
 BA0077'MILE NORTHWEST OF A GATE IN THE EAST-WEST FENCE, 1 FOOT SOUTHEAST OF A
 BA0077'WHITE WOODEN WITNESS POST.
 BA0077
 BA0077                          STATION RECOVERY (1967)
 BA0077
 BA0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BA0077'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 385 FROM THE TOP OF
 BA0077'PERSIMMON GAP, THENCE 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK
 BA0077'ROAD, THENCE 0.65 MILES SOUTHWEST ALONG THE NORTHWEST SIDE OF A
 BA0077'FENCE, CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE 0.35
 BA0077'MILES SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE,
 BA0077'THENCE 1.95 MILES WEST ALONG A DIM TRACK ROAD TO TWO LARGE CONCRETE
 BA0077'TANKS AND A WINDMILL, THENCE 3.25 MILES NORTHWEST ALONG A TRACK ROAD
 BA0077'TO A PROMINENT HILL, THENCE 0.25 MILES AROUND THE SOUTH SIDE OF THE
 BA0077'HILL, THENCE 0.75 MILES NORTH- WEST ALONG A DITCH AND OLD TRACK ROAD,
 BA0077'THENCE 1.05 MILES NORTHWEST ALONG A DIM TRACK ROAD TO A NORTH-SOUTH
 BA0077'FENCE, THENCE 0.45 MILES NORTH ALONG THE EAST SIDE OF THE FENCE
 BA0077'THENCE 0.95 MILES WEST ALONG A TRACK ROAD ALONG THE SOUTH SIDE OF THE
 BA0077'FENCE, CONTINUE THROUGH A GATE, THENCE 0.6 MILES WEST ALONG A TRACK
 BA0077'ROAD, THENCE 3.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD, ON THE TOP
 BA0077'OF A 3 1/2 INCH IRON PIPE PROJECTING 5 INCHES, 32 FEET NORTHEAST OF
 BA0077'THE CENTERLINE OF THE ROAD, 0.55 MILES NORTHWEST OF A GATE IN THE
 BA0077'EAST-WEST FENCE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WHITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0582 ***********************************************************************
 CS0582  DESIGNATION -  324.3
 CS0582  PID         -  CS0582
 CS0582  STATE/COUNTY-  TX/HENDERSON
 CS0582  USGS QUAD   -  MALAKOFF (1981)
 CS0582
 CS0582                         *CURRENT SURVEY CONTROL
 CS0582  ___________________________________________________________________
 CS0582* NAD 83(1986)-  32 09 42.     (N)    096 00 57.     (W)     SCALED    
 CS0582* NAVD 88     -        98.926  (meters)     324.56   (feet)  ADJUSTED  
 CS0582  ___________________________________________________________________
 CS0582  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0582  DYNAMIC HT  -          98.811 (meters)     324.18  (feet)  COMP
 CS0582  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 CS0582
 CS0582  VERT ORDER  -  SECOND    CLASS 0
 CS0582
 CS0582.The horizontal coordinates were scaled from a topographic map and have
 CS0582.an estimated accuracy of +/- 6 seconds.
 CS0582
 CS0582.The orthometric height was determined by differential leveling
 CS0582.and adjusted by the National Geodetic Survey in June 1991..
 CS0582
 CS0582.The geoid height was determined by GEOID03.
 CS0582
 CS0582.The dynamic height is computed by dividing the NAVD 88
 CS0582.geopotential number by the normal gravity value computed on the
 CS0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0582.degrees latitude (g = 980.6199 gals.).
 CS0582
 CS0582.The modeled gravity was interpolated from observed gravity values.
 CS0582
 CS0582;                    North         East    Units  Estimated Accuracy
 CS0582;SPC TXNC     - 2,057,660.      834,300.      MT  (+/- 180 meters Scaled)
 CS0582
 CS0582                          SUPERSEDED SURVEY CONTROL
 CS0582
 CS0582  NGVD 29 (??/??/92)   98.931  (m)          324.58   (f) ADJ UNCH    2 0
 CS0582
 CS0582.Superseded values are not recommended for survey control.
 CS0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0582.See file dsdata.txt to determine how the superseded data were derived.
 CS0582
 CS0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA814622(NAD 83)
 CS0582_MARKER: Z = SEE DESCRIPTION
 CS0582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CS0582_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CS0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0582
 CS0582  HISTORY     - Date     Condition        Report By
 CS0582  HISTORY     - UNK      MONUMENTED       USGS
 CS0582  HISTORY     - 1947     GOOD             NGS
 CS0582  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS0582
 CS0582                          STATION DESCRIPTION
 CS0582
 CS0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0582'0.7 MI S FROM MALAKOFF.
 CS0582'0.7 MILE SOUTH ALONG FARM HIGHWAY 90 FROM THE POST OFFICE AT MALAKOFF,
 CS0582'56 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST, 45 FEET
 CS0582'SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT, 44 FEET WEST OF THE
 CS0582'CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF A TELEPHONE POLE PAINTED
 CS0582'USTBM 324.3.  THE TOP OF A 3/4 INCH IRON PIPE WHICH PROJECTS 1 INCH
 CS0582'ABOVE THE GROUND.
 CS0582
 CS0582                          STATION RECOVERY (1995)
 CS0582
 CS0582'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0827 ***********************************************************************
 FL0827  DESIGNATION -  3244.92
 FL0827  PID         -  FL0827
 FL0827  STATE/COUNTY-  TX/CARSON
 FL0827  USGS QUAD   -  MC BRIDE (1978)
 FL0827
 FL0827                         *CURRENT SURVEY CONTROL
 FL0827  ___________________________________________________________________
 FL0827* NAD 83(1986)-  35 36 40.     (N)    101 24 18.     (W)     SCALED    
 FL0827* NAVD 88     -       983.98   (+/-2cm)    3228.3    (feet)  VERTCON   
 FL0827  ___________________________________________________________________
 FL0827  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FL0827
 FL0827  VERT ORDER  -  ? (See Below)
 FL0827
 FL0827.The horizontal coordinates were scaled from a topographic map and have
 FL0827.an estimated accuracy of +/- 6 seconds.
 FL0827
 FL0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0827.The vertical order pertains to the NGVD 29 superseded value.
 FL0827
 FL0827.The geoid height was determined by GEOID03.
 FL0827
 FL0827;                    North         East    Units  Estimated Accuracy
 FL0827;SPC TX N     - 1,178,740.      208,610.      MT  (+/- 180 meters Scaled)
 FL0827
 FL0827                          SUPERSEDED SURVEY CONTROL
 FL0827
 FL0827  NGVD 29 (??/??/92)  983.512  (m)         3226.74   (f) ADJ UNCH    ?  
 FL0827
 FL0827.Superseded values are not recommended for survey control.
 FL0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0827.See file dsdata.txt to determine how the superseded data were derived.
 FL0827
 FL0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE821434(NAD 83)
 FL0827_MARKER: B = BOLT
 FL0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0827+STABILITY: SURFACE MOTION
 FL0827
 FL0827  HISTORY     - Date     Condition        Report By
 FL0827  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0827  HISTORY     - 1935     GOOD             NGS
 FL0827
 FL0827                          STATION DESCRIPTION
 FL0827
 FL0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0827'3.7 MI SW FROM BORGER.
 FL0827'IN CARSON COUNTY, ABOUT 3.7 MIS SW ALONG THE P AND SF RR FROM THE STA.
 FL0827'AT BORGER, HUTCHINSON CO. AN IRON BOLT SET IN THE TOP OF A CONCRETE
 FL0827'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0425 ***********************************************************************
 AW0425  DESIGNATION -  326 USGS
 AW0425  PID         -  AW0425
 AW0425  STATE/COUNTY-  TX/HARRIS
 AW0425  USGS QUAD   -  CROSBY (1982)
 AW0425
 AW0425                         *CURRENT SURVEY CONTROL
 AW0425  ___________________________________________________________________
 AW0425* NAD 83(1986)-  29 52 49.     (N)    095 03 49.     (W)     SCALED    
 AW0425* NAVD 88     -        12.71   (+/-2cm)      41.7    (feet)  VERTCON   
 AW0425  ___________________________________________________________________
 AW0425  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW0425
 AW0425  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0425
 AW0425.The horizontal coordinates were scaled from a topographic map and have
 AW0425.an estimated accuracy of +/- 6 seconds.
 AW0425
 AW0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0425.The vertical order pertains to the NGVD 29 superseded value.
 AW0425
 AW0425.The geoid height was determined by GEOID03.
 AW0425
 AW0425;                    North         East    Units  Estimated Accuracy
 AW0425;SPC TXSC     - 4,233,260.      980,160.      MT  (+/- 180 meters Scaled)
 AW0425
 AW0425                          SUPERSEDED SURVEY CONTROL
 AW0425
 AW0425  NGVD 29 (??/??/92)   12.707  (m)           41.69   (f) ADJ UNCH    1 2
 AW0425
 AW0425.Superseded values are not recommended for survey control.
 AW0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0425.See file dsdata.txt to determine how the superseded data were derived.
 AW0425
 AW0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP007073(NAD 83)
 AW0425_MARKER: Q = CHISELED SQUARE
 AW0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0425_SP_SET: FOUNDATION
 AW0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0425
 AW0425  HISTORY     - Date     Condition        Report By
 AW0425  HISTORY     - UNK      MONUMENTED       USGS
 AW0425  HISTORY     - 1972     GOOD             NGS
 AW0425  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0425  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0425  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 AW0425  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW0425
 AW0425                          STATION DESCRIPTION
 AW0425
 AW0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0425'2 MI SE FROM CROSBY.
 AW0425'ABOUT 2 MILES SOUTHEAST ALONG FARM ROAD 1200 FROM THE POST OFFICE, 0.4
 AW0425'MILE SOUTH OF THE INTERSECTION OF US HIGHWAY 90, A 1-INCH OUTLINED
 AW0425'SQUARE ON THE NORTH EDGE OF A 6-INCH STEEL WELL CASING PIPE WHICH
 AW0425'PROJECTS 0.6 FOOT, 165 1/2 FEET NORTH OF THE CENTER LINE OF GULF PUMP
 AW0425'ROAD, 122 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 6 1/2 FEET
 AW0425'SOUTHWEST OF THE SOUTH CONCRETE FOUNDATION LEG, 115 YARDS NORTH OF BM
 AW0425'S 1019, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AW0425
 AW0425                          STATION RECOVERY (1978)
 AW0425
 AW0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0425'NOT RECOVERED.  NOTE=PIPE WAS FOUND BUT HAD BEEN CUT OFF.
 AW0425
 AW0425                          STATION RECOVERY (1987)
 AW0425
 AW0425'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0425'MARK NOT FOUND.
 AW0425
 AW0425                          STATION RECOVERY (1997)
 AW0425
 AW0425'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0425'MARK NOT FOUND.
 AW0425
 AW0425                          STATION RECOVERY (2004)
 AW0425
 AW0425'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2012 ***********************************************************************
 AW2012  DESIGNATION -  32.633 SHELL
 AW2012  PID         -  AW2012
 AW2012  STATE/COUNTY-  TX/HARRIS
 AW2012  USGS QUAD   -  LA PORTE (1982)
 AW2012
 AW2012                         *CURRENT SURVEY CONTROL
 AW2012  ___________________________________________________________________
 AW2012* NAD 83(1986)-  29 43 54.     (N)    095 07 29.     (W)     SCALED    
 AW2012* NAVD 88     -         7.69   (+/-2cm)      25.2    (feet)  VERTCON   
 AW2012  ___________________________________________________________________
 AW2012  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2012
 AW2012  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2012
 AW2012.The horizontal coordinates were scaled from a topographic map and have
 AW2012.an estimated accuracy of +/- 6 seconds.
 AW2012
 AW2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2012.The vertical order pertains to the NGVD 29 superseded value.
 AW2012
 AW2012.The geoid height was determined by GEOID03.
 AW2012
 AW2012;                    North         East    Units  Estimated Accuracy
 AW2012;SPC TXSC     - 4,216,600.      974,800.      MT  (+/- 180 meters Scaled)
 AW2012
 AW2012                          SUPERSEDED SURVEY CONTROL
 AW2012
 AW2012  NGVD 29 (??/??/92)    7.691  (m)           25.23   (f) ADJ UNCH    1 2
 AW2012
 AW2012.Superseded values are not recommended for survey control.
 AW2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2012.See file dsdata.txt to determine how the superseded data were derived.
 AW2012
 AW2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945909(NAD 83)
 AW2012_MARKER: DD = SURVEY DISK
 AW2012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2012_STAMPING: EL. 32.663 W 1142.71
 AW2012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2012
 AW2012  HISTORY     - Date     Condition        Report By
 AW2012  HISTORY     - UNK      MONUMENTED       SHELL
 AW2012  HISTORY     - 1964     GOOD             NGS
 AW2012  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2012
 AW2012                          STATION DESCRIPTION
 AW2012
 AW2012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2012'1.8 MI N FROM DEER PARK.
 AW2012'ABOUT 0.4 MILE NORTH ALONG CENTER AVENUE FROM THE POST OFFICE AT DEER
 AW2012'PARK, THENCE 0.6 MILE NORTH ALONG WEST 10TH STREET TO THE NORTH GUARD
 AW2012'GATE AT THE SHELL CHEMICAL COMPANY, THENCE 0.8 MILE NORTH ALONG CENTER
 AW2012'STREET AT THE SHELL OIL COMPANY, ABOUT 0.4 MILE NORTH OF A GUARD GATE
 AW2012'AT THE SHELL OIL COMPANY, 259 FEET SOUTH OF THE SOUTH HIGH WATER LINE
 AW2012'OF THE HOUSTON SHIP CHANNEL, 110 FEET EAST OF THE NORTHEAST CORNER OF
 AW2012'A BRICK BUILDING, 45 FEET WEST OF THE CENTER LINE OF CENTER STREET, 6
 AW2012'1/2 FEET WEST OF A WIRE MESH FENCE, A DISK SET IN THE TOP OF A 6-INCH
 AW2012'PIPE WHICH IS FILLED WITH CONCRETE AND IS ENCASED IN A 12-INCH PIPE
 AW2012'SURROUNDED BY CONCRETE, AND PROJECTING ABOUT 8 INCHES.
 AW2012
 AW2012                          STATION RECOVERY (1978)
 AW2012
 AW2012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2012'NOT RECOVERED.  NOTE=AREA HAS BEEN CLEARED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0014 ***********************************************************************
 BY0014  DESIGNATION -  327.18
 BY0014  PID         -  BY0014
 BY0014  STATE/COUNTY-  TX/SHELBY
 BY0014  USGS QUAD   -  NEUVILLE (1984)
 BY0014
 BY0014                         *CURRENT SURVEY CONTROL
 BY0014  ___________________________________________________________________
 BY0014* NAD 83(1986)-  31 40 28.     (N)    094 08 36.     (W)     SCALED    
 BY0014* NAVD 88     -        99.82   (+/-2cm)     327.5    (feet)  VERTCON   
 BY0014  ___________________________________________________________________
 BY0014  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY0014
 BY0014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0014
 BY0014.The horizontal coordinates were scaled from a topographic map and have
 BY0014.an estimated accuracy of +/- 6 seconds.
 BY0014
 BY0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0014.The vertical order pertains to the NGVD 29 superseded value.
 BY0014
 BY0014.The geoid height was determined by GEOID03.
 BY0014
 BY0014;                    North         East    Units  Estimated Accuracy
 BY0014;SPC TX C     - 3,238,910.    1,286,640.      MT  (+/- 180 meters Scaled)
 BY0014
 BY0014                          SUPERSEDED SURVEY CONTROL
 BY0014
 BY0014  NGVD 29 (??/??/92)   99.858  (m)          327.62   (f) ADJ UNCH    2 0
 BY0014
 BY0014.Superseded values are not recommended for survey control.
 BY0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0014.See file dsdata.txt to determine how the superseded data were derived.
 BY0014
 BY0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR916049(NAD 83)
 BY0014_MARKER: Z = SEE DESCRIPTION
 BY0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0014_SP_SET: RAIL
 BY0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0014
 BY0014  HISTORY     - Date     Condition        Report By
 BY0014  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0014  HISTORY     - 1949     GOOD             NGS
 BY0014
 BY0014                          STATION DESCRIPTION
 BY0014
 BY0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0014'0.3 MI S FROM NEUVILLE.
 BY0014'0.3 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BY0014'POST OFFICE AT NEUVILLE, 235.5 FEET NORTH OF THE CENTER OF A PRIVATE
 BY0014'ROAD CROSSING, 53.4 FEET NORTHWEST OF MILEAGE RAIL 131, 34.2 FEET WEST
 BY0014'OF THE WEST RAIL OF THE TRACK, 2.5 FEET WEST OF MILEPOST 131, 1.2 FEET
 BY0014'EAST OF A FENCE, THE TOP OF A SECTION OF RAIL DRIVEN VERTICALLY INTO
 BY0014'THE GROUND AND PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0177 ***********************************************************************
 BP0177  DESIGNATION -  3285 USGS
 BP0177  PID         -  BP0177
 BP0177  STATE/COUNTY-  TX/PECOS
 BP0177  USGS QUAD   -  ROCK HOUSE DRAW NW (1980)
 BP0177
 BP0177                         *CURRENT SURVEY CONTROL
 BP0177  ___________________________________________________________________
 BP0177* NAD 83(1986)-  30 43 14.     (N)    102 44 29.     (W)     SCALED    
 BP0177* NAVD 88     -      1001.063  (meters)    3284.32   (feet)  POSTED    
 BP0177  ___________________________________________________________________
 BP0177  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 BP0177  DYNAMIC HT  -         999.500 (meters)    3279.19  (feet)  COMP
 BP0177  MODELED GRAV-     979,050.9   (mgal)                       NAVD 88
 BP0177
 BP0177  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0177
 BP0177.The horizontal coordinates were scaled from a topographic map and have
 BP0177.an estimated accuracy of +/- 6 seconds.
 BP0177
 BP0177.The orthometric height was determined by differential leveling
 BP0177.and adjusted by the National Geodetic Survey in 1992..
 BP0177.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0177.rate of 2.1 thru 3.0 mm/km.
 BP0177
 BP0177.The geoid height was determined by GEOID03.
 BP0177
 BP0177.The dynamic height is computed by dividing the NAVD 88
 BP0177.geopotential number by the normal gravity value computed on the
 BP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0177.degrees latitude (g = 980.6199 gals.).
 BP0177
 BP0177.The modeled gravity was interpolated from observed gravity values.
 BP0177
 BP0177;                    North         East    Units  Estimated Accuracy
 BP0177;SPC TX C     - 3,119,330.      469,400.      MT  (+/- 180 meters Scaled)
 BP0177
 BP0177                          SUPERSEDED SURVEY CONTROL
 BP0177
 BP0177  NGVD 29 (??/??/92) 1000.745  (m)         3283.28   (f) ADJ UNCH    1 2
 BP0177
 BP0177.Superseded values are not recommended for survey control.
 BP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0177.See file dsdata.txt to determine how the superseded data were derived.
 BP0177
 BP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ162008(NAD 83)
 BP0177_MARKER: DD = SURVEY DISK
 BP0177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0177_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0177_STAMPING: ELEV 3283.310 FT 1919
 BP0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0177
 BP0177  HISTORY     - Date     Condition        Report By
 BP0177  HISTORY     - 1919     MONUMENTED       USGS
 BP0177  HISTORY     - 1958     GOOD             NGS
 BP0177  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0177
 BP0177                          STATION DESCRIPTION
 BP0177
 BP0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0177'15.0 MI SE FROM FORT STOCKTON.
 BP0177'ABOUT 15.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 285 FROM THE PANHANDLE
 BP0177'AND SANTA FE RAILWAY STATION AT FORT STOCKTON, 375 FEET NORTHEAST OF
 BP0177'THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2 MILE NORTH-NORTHEAST OF AND
 BP0177'ACROSS THE HIGHWAY FROM A GARAGE AND WINDMILL, ON THE NORTHEAST SIDE
 BP0177'OF A WOODED DRAW, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ON THE
 BP0177'TOP OF A 3-INCH IRON PIPE PROJECTING 1 FOOT.
 BP0177
 BP0177                          STATION RECOVERY (1981)
 BP0177
 BP0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0574 ***********************************************************************
 CR0574  DESIGNATION -  329.7
 CR0574  PID         -  CR0574
 CR0574  STATE/COUNTY-  TX/HENDERSON
 CR0574  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0574
 CR0574                         *CURRENT SURVEY CONTROL
 CR0574  ___________________________________________________________________
 CR0574* NAD 83(1986)-  32 05 04.     (N)    095 48 43.     (W)     SCALED    
 CR0574* NAVD 88     -       100.625  (meters)     330.13   (feet)  ADJUSTED  
 CR0574  ___________________________________________________________________
 CR0574  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CR0574  DYNAMIC HT  -         100.508 (meters)     329.75  (feet)  COMP
 CR0574  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 CR0574
 CR0574  VERT ORDER  -  SECOND    CLASS 0
 CR0574
 CR0574.The horizontal coordinates were scaled from a topographic map and have
 CR0574.an estimated accuracy of +/- 6 seconds.
 CR0574
 CR0574.The orthometric height was determined by differential leveling
 CR0574.and adjusted by the National Geodetic Survey in June 1991..
 CR0574
 CR0574.The geoid height was determined by GEOID03.
 CR0574
 CR0574.The dynamic height is computed by dividing the NAVD 88
 CR0574.geopotential number by the normal gravity value computed on the
 CR0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0574.degrees latitude (g = 980.6199 gals.).
 CR0574
 CR0574.The modeled gravity was interpolated from observed gravity values.
 CR0574
 CR0574;                    North         East    Units  Estimated Accuracy
 CR0574;SPC TXNC     - 2,049,580.      853,750.      MT  (+/- 180 meters Scaled)
 CR0574
 CR0574                          SUPERSEDED SURVEY CONTROL
 CR0574
 CR0574  NGVD 29 (??/??/92)  100.626  (m)          330.14   (f) ADJ UNCH    2 0
 CR0574
 CR0574.Superseded values are not recommended for survey control.
 CR0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0574.See file dsdata.txt to determine how the superseded data were derived.
 CR0574
 CR0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR345532(NAD 83)
 CR0574_MARKER: N = NAIL
 CR0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0574_SP_SET: TREE
 CR0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0574
 CR0574  HISTORY     - Date     Condition        Report By
 CR0574  HISTORY     - UNK      MONUMENTED       USGS
 CR0574  HISTORY     - 1947     GOOD             NGS
 CR0574
 CR0574                          STATION DESCRIPTION
 CR0574
 CR0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0574'8.8 MI SW FROM ATHENS.
 CR0574'8.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COURT HOUSE AT ATHENS,
 CR0574'THENCE 0.6 MILE WEST ALONG A DIRT ROAD LEADING TO KOON KREEK KLUB, 0.1
 CR0574'MILE SOUTHWEST OF A SMALL WOODEN BRIDGE, ABOUT 150 FEET WEST OF A
 CR0574'SMALL CREEK, 45 FEET SOUTH OF A TELEPHONE POLE, 21 FEET SOUTH OF THE
 CR0574'CENTER LINE OF THE ROAD.  A COPPER NAIL AND WASHER IN THE BASE OF A 36
 CR0574'INCH OAK TREE PAINTED USBM 329.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0309 ***********************************************************************
 BL0309  DESIGNATION -  33
 BL0309  PID         -  BL0309
 BL0309  STATE/COUNTY-  TX/JASPER
 BL0309  USGS QUAD   -  FRANKLIN LAKE (1984)
 BL0309
 BL0309                         *CURRENT SURVEY CONTROL
 BL0309  ___________________________________________________________________
 BL0309* NAD 83(1986)-  30 24 35.     (N)    094 00 23.     (W)     SCALED    
 BL0309* NAVD 88     -        17.52   (+/-2cm)      57.5    (feet)  VERTCON   
 BL0309  ___________________________________________________________________
 BL0309  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BL0309
 BL0309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0309
 BL0309.The horizontal coordinates were scaled from a topographic map and have
 BL0309.an estimated accuracy of +/- 6 seconds.
 BL0309
 BL0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0309.The vertical order pertains to the NGVD 29 superseded value.
 BL0309
 BL0309.The geoid height was determined by GEOID03.
 BL0309
 BL0309;                    North         East    Units  Estimated Accuracy
 BL0309;SPC TX C     - 3,099,660.    1,307,570.      MT  (+/- 180 meters Scaled)
 BL0309
 BL0309                          SUPERSEDED SURVEY CONTROL
 BL0309
 BL0309  NGVD 29 (??/??/92)   17.499  (m)           57.41   (f) ADJ UNCH    2 0
 BL0309
 BL0309.Superseded values are not recommended for survey control.
 BL0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0309.See file dsdata.txt to determine how the superseded data were derived.
 BL0309
 BL0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP033646(NAD 83)
 BL0309_MARKER: Z = SEE DESCRIPTION
 BL0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0309_SP_SET: SECTION RAIL
 BL0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0309
 BL0309  HISTORY     - Date     Condition        Report By
 BL0309  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0309  HISTORY     - 1935     GOOD             NGS
 BL0309
 BL0309                          STATION DESCRIPTION
 BL0309
 BL0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0309'3.1 MI SW FROM BUNA.
 BL0309'3.1 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BL0309'THE STATION AT BUNA, JASPER COUNTY, OPPOSITE MILEPOST 33, AND 8 FEET
 BL0309'SOUTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 BL0309'OF RAIL SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1332 ***********************************************************************
 FL1332  DESIGNATION -  33
 FL1332  PID         -  FL1332
 FL1332  STATE/COUNTY-  TX/POTTER
 FL1332  USGS QUAD   -  MARSH (1953)
 FL1332
 FL1332                         *CURRENT SURVEY CONTROL
 FL1332  ___________________________________________________________________
 FL1332* NAD 83(1986)-  35 36 57.     (N)    101 57 24.     (W)     SCALED    
 FL1332* NAVD 88     -      1123.646  (meters)    3686.50   (feet)  ADJUSTED  
 FL1332  ___________________________________________________________________
 FL1332  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FL1332  DYNAMIC HT  -        1122.329 (meters)    3682.17  (feet)  COMP
 FL1332  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 FL1332
 FL1332  VERT ORDER  -  SECOND    CLASS 0
 FL1332
 FL1332.The horizontal coordinates were scaled from a topographic map and have
 FL1332.an estimated accuracy of +/- 6 seconds.
 FL1332
 FL1332.The orthometric height was determined by differential leveling
 FL1332.and adjusted by the National Geodetic Survey in June 1991..
 FL1332
 FL1332.The geoid height was determined by GEOID03.
 FL1332
 FL1332.The dynamic height is computed by dividing the NAVD 88
 FL1332.geopotential number by the normal gravity value computed on the
 FL1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1332.degrees latitude (g = 980.6199 gals.).
 FL1332
 FL1332.The modeled gravity was interpolated from observed gravity values.
 FL1332
 FL1332;                    North         East    Units  Estimated Accuracy
 FL1332;SPC TX N     - 1,179,350.      158,630.      MT  (+/- 180 meters Scaled)
 FL1332
 FL1332                          SUPERSEDED SURVEY CONTROL
 FL1332
 FL1332  NGVD 29 (??/??/92) 1123.104  (m)         3684.72   (f) ADJ UNCH    2 0
 FL1332
 FL1332.Superseded values are not recommended for survey control.
 FL1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1332.See file dsdata.txt to determine how the superseded data were derived.
 FL1332
 FL1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE321453(NAD 83)
 FL1332_MARKER: B = BOLT
 FL1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1332+STABILITY: SURFACE MOTION
 FL1332
 FL1332  HISTORY     - Date     Condition        Report By
 FL1332  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1332  HISTORY     - 1934     GOOD             NGS
 FL1332
 FL1332                          STATION DESCRIPTION
 FL1332
 FL1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1332'19.0 MI SE FROM DUMAS.
 FL1332'19.0 MILES SE OF AND ALONG THE S.F.R.R. OPPOSITE MILE POST 33.  148
 FL1332'FT. NE OF CENTER OF TRACK.  2 FT. SW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0008 ***********************************************************************
 DN0008  DESIGNATION -  33
 DN0008  PID         -  DN0008
 DN0008  STATE/COUNTY-  TX/GRAYSON
 DN0008  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0008
 DN0008                         *CURRENT SURVEY CONTROL
 DN0008  ___________________________________________________________________
 DN0008* NAD 83(1986)-  33 37 12.     (N)    096 24 45.     (W)     SCALED    
 DN0008* NAVD 88     -       196.912  (meters)     646.04   (feet)  ADJUSTED  
 DN0008  ___________________________________________________________________
 DN0008  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DN0008  DYNAMIC HT  -         196.701 (meters)     645.34  (feet)  COMP
 DN0008  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 DN0008
 DN0008  VERT ORDER  -  SECOND    CLASS 0
 DN0008
 DN0008.The horizontal coordinates were scaled from a topographic map and have
 DN0008.an estimated accuracy of +/- 6 seconds.
 DN0008
 DN0008.The orthometric height was determined by differential leveling
 DN0008.and adjusted by the National Geodetic Survey in June 1991..
 DN0008
 DN0008.The geoid height was determined by GEOID03.
 DN0008
 DN0008.The dynamic height is computed by dividing the NAVD 88
 DN0008.geopotential number by the normal gravity value computed on the
 DN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0008.degrees latitude (g = 980.6199 gals.).
 DN0008
 DN0008.The modeled gravity was interpolated from observed gravity values.
 DN0008
 DN0008;                    North         East    Units  Estimated Accuracy
 DN0008;SPC TXNC     - 2,218,530.      793,680.      MT  (+/- 180 meters Scaled)
 DN0008
 DN0008                          SUPERSEDED SURVEY CONTROL
 DN0008
 DN0008  NGVD 29 (??/??/92)  196.899  (m)          645.99   (f) ADJ UNCH    2 0
 DN0008
 DN0008.Superseded values are not recommended for survey control.
 DN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0008.See file dsdata.txt to determine how the superseded data were derived.
 DN0008
 DN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC400230(NAD 83)
 DN0008_MARKER: Q = CHISELED SQUARE
 DN0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0008_SP_SET: CULVERT
 DN0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0008
 DN0008  HISTORY     - Date     Condition        Report By
 DN0008  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0008  HISTORY     - 1933     GOOD             NGS
 DN0008  HISTORY     - 1934     GOOD             NGS
 DN0008  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0008
 DN0008                          STATION DESCRIPTION
 DN0008
 DN0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0008'0.8 MI N FROM BELLS.
 DN0008'0.8 MILE NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0008'BELLS, GRAYSON COUNTY, 12 POLES NORTH OF MILEPOST 674, AT A CONCRETE
 DN0008'CULVERT, AND ON THE TOP OF THE NORTH END OF THE WEST HEADWALL.  A
 DN0008'CHISELED SQUARE.
 DN0008
 DN0008                          STATION RECOVERY (1934)
 DN0008
 DN0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DN0008'RECOVERED IN GOOD CONDITION.
 DN0008
 DN0008                          STATION RECOVERY (1986)
 DN0008
 DN0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0106 ***********************************************************************
 FL0106  DESIGNATION -  33 ATSFRR
 FL0106  PID         -  FL0106
 FL0106  STATE/COUNTY-  TX/WHEELER
 FL0106  USGS QUAD   -  MOBEETIE (1963)
 FL0106
 FL0106                         *CURRENT SURVEY CONTROL
 FL0106  ___________________________________________________________________
 FL0106* NAD 83(1986)-  35 33 06.     (N)    100 23 31.     (W)     SCALED    
 FL0106* NAVD 88     -       810.179  (meters)    2658.06   (feet)  ADJUSTED  
 FL0106  ___________________________________________________________________
 FL0106  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FL0106  DYNAMIC HT  -         809.297 (meters)    2655.17  (feet)  COMP
 FL0106  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 FL0106
 FL0106  VERT ORDER  -  SECOND    CLASS 0
 FL0106
 FL0106.The horizontal coordinates were scaled from a topographic map and have
 FL0106.an estimated accuracy of +/- 6 seconds.
 FL0106
 FL0106.The orthometric height was determined by differential leveling
 FL0106.and adjusted by the National Geodetic Survey in June 1991..
 FL0106
 FL0106.The geoid height was determined by GEOID03.
 FL0106
 FL0106.The dynamic height is computed by dividing the NAVD 88
 FL0106.geopotential number by the normal gravity value computed on the
 FL0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0106.degrees latitude (g = 980.6199 gals.).
 FL0106
 FL0106.The modeled gravity was interpolated from observed gravity values.
 FL0106
 FL0106;                    North         East    Units  Estimated Accuracy
 FL0106;SPC TX N     - 1,172,700.      300,460.      MT  (+/- 180 meters Scaled)
 FL0106
 FL0106                          SUPERSEDED SURVEY CONTROL
 FL0106
 FL0106  NGVD 29 (??/??/92)  809.836  (m)         2656.94   (f) ADJ UNCH    2 0
 FL0106
 FL0106.Superseded values are not recommended for survey control.
 FL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0106.See file dsdata.txt to determine how the superseded data were derived.
 FL0106
 FL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE738351(NAD 83)
 FL0106_MARKER: B = BOLT
 FL0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0106+STABILITY: SURFACE MOTION
 FL0106
 FL0106  HISTORY     - Date     Condition        Report By
 FL0106  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0106  HISTORY     - 1935     GOOD             NGS
 FL0106  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0106
 FL0106                          STATION DESCRIPTION
 FL0106
 FL0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0106'2.7 MI E FROM MOBEETIE.
 FL0106'2.7 MILES EAST ALONG A.T. AND S.F. RAILROAD BETWEEN LAKETON AND
 FL0106'GAGEBY.  149.5 FEET SOUTH OF MILE POST NO. 33.  77.5 FEET SOUTH OF
 FL0106'SOUTH RAIL.  1.2 FEET NORTH OF RIGHT-OF-WAY FENCE.
 FL0106
 FL0106                          STATION RECOVERY (1963)
 FL0106
 FL0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0263 ***********************************************************************
 DO0263  DESIGNATION -  33 WA USGS
 DO0263  PID         -  DO0263
 DO0263  STATE/COUNTY-  TX/YOUNG
 DO0263  USGS QUAD   -  LAKE OLNEY (1964)
 DO0263
 DO0263                         *CURRENT SURVEY CONTROL
 DO0263  ___________________________________________________________________
 DO0263* NAD 83(1986)-  33 22 42.     (N)    098 48 01.     (W)     SCALED    
 DO0263* NAVD 88     -       379.171  (meters)    1244.00   (feet)  ADJUSTED  
 DO0263  ___________________________________________________________________
 DO0263  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DO0263  DYNAMIC HT  -         378.733 (meters)    1242.56  (feet)  COMP
 DO0263  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 DO0263
 DO0263  VERT ORDER  -  SECOND    CLASS 0
 DO0263
 DO0263.The horizontal coordinates were scaled from a topographic map and have
 DO0263.an estimated accuracy of +/- 6 seconds.
 DO0263
 DO0263.The orthometric height was determined by differential leveling
 DO0263.and adjusted by the National Geodetic Survey in June 1991..
 DO0263
 DO0263.The geoid height was determined by GEOID03.
 DO0263
 DO0263.The dynamic height is computed by dividing the NAVD 88
 DO0263.geopotential number by the normal gravity value computed on the
 DO0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0263.degrees latitude (g = 980.6199 gals.).
 DO0263
 DO0263.The modeled gravity was interpolated from observed gravity values.
 DO0263
 DO0263;                    North         East    Units  Estimated Accuracy
 DO0263;SPC TXNC     - 2,189,850.      572,060.      MT  (+/- 180 meters Scaled)
 DO0263
 DO0263                          SUPERSEDED SURVEY CONTROL
 DO0263
 DO0263  NGVD 29 (??/??/92)  379.063  (m)         1243.64   (f) ADJ UNCH    2 0
 DO0263
 DO0263.Superseded values are not recommended for survey control.
 DO0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0263.See file dsdata.txt to determine how the superseded data were derived.
 DO0263
 DO0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB185932(NAD 83)
 DO0263_MARKER: DD = SURVEY DISK
 DO0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0263_STAMPING: TEX 33 WA 1926
 DO0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0263+STABILITY: SURFACE MOTION
 DO0263
 DO0263  HISTORY     - Date     Condition        Report By
 DO0263  HISTORY     - 1926     MONUMENTED       USGS
 DO0263  HISTORY     - 1933     GOOD             NGS
 DO0263  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0263  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0263  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0263
 DO0263                          STATION DESCRIPTION
 DO0263
 DO0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DO0263'3.0 MI W FROM OLNEY.
 DO0263'3.0 MILES WEST OF, ALONG HIGHWAY, NOTE-- RD WORK IN AREA. ONLY
 DO0263'DESCRIPTION AVAILABLE.
 DO0263
 DO0263                          STATION RECOVERY (1957)
 DO0263
 DO0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0263'MARK NOT FOUND.
 DO0263
 DO0263                          STATION RECOVERY (2001)
 DO0263
 DO0263'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0263'MARK NOT FOUND.
 DO0263
 DO0263                          STATION RECOVERY (2005)
 DO0263
 DO0263'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2519 ***********************************************************************
 AW2519  DESIGNATION -  330
 AW2519  PID         -  AW2519
 AW2519  STATE/COUNTY-  TX/CHAMBERS
 AW2519  USGS QUAD   -  STOWELL (1993)
 AW2519
 AW2519                         *CURRENT SURVEY CONTROL
 AW2519  ___________________________________________________________________
 AW2519* NAD 83(1986)-  29 45 41.     (N)    094 22 34.     (W)     SCALED    
 AW2519* NAVD 88     -         5.55   (+/-2cm)      18.2    (feet)  VERTCON   
 AW2519  ___________________________________________________________________
 AW2519  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2519
 AW2519  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2519
 AW2519.The horizontal coordinates were scaled from a topographic map and have
 AW2519.an estimated accuracy of +/- 6 seconds.
 AW2519
 AW2519.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2519.The vertical order pertains to the NGVD 29 superseded value.
 AW2519
 AW2519.The geoid height was determined by GEOID03.
 AW2519
 AW2519;                    North         East    Units  Estimated Accuracy
 AW2519;SPC TXSC     - 4,222,520.    1,047,040.      MT  (+/- 180 meters Scaled)
 AW2519
 AW2519                          SUPERSEDED SURVEY CONTROL
 AW2519
 AW2519  NGVD 29 (??/??/92)    5.546  (m)           18.20   (f) ADJ UNCH    1 2
 AW2519
 AW2519.Superseded values are not recommended for survey control.
 AW2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2519.See file dsdata.txt to determine how the superseded data were derived.
 AW2519
 AW2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN669931(NAD 83)
 AW2519_MARKER: Z = SEE DESCRIPTION
 AW2519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2519_SP_SET: WELL CASING
 AW2519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2519
 AW2519  HISTORY     - Date     Condition        Report By
 AW2519  HISTORY     - UNK      MONUMENTED       USGS
 AW2519  HISTORY     - 1958     GOOD             NGS
 AW2519  HISTORY     - 19960908 MARK NOT FOUND   USPSQD
 AW2519  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2519  HISTORY     - 20030211 MARK NOT FOUND   USPSQD
 AW2519  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2519  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2519
 AW2519                          STATION DESCRIPTION
 AW2519
 AW2519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2519'2.15 MI S FROM STOWELL.
 AW2519'ABOUT 2.15 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2519'STOWELL, ABOUT 0.1 MILE SOUTH OF A FARM HOUSE, 128 FEET EAST OF THE
 AW2519'EAST RAIL OF THE MAIN TRACK OF THE GULF, COLORADO AND SANTA FE
 AW2519'RAILROAD, 93 FEET EAST OF A FENCE, 34 FEET EAST OF THE SOUTHEAST
 AW2519'CORNER OF THE SOUTH WING OF A METAL COVERED BUILDING, 23 1/2 FEET
 AW2519'SOUTH OF THE SOUTHEAST CORNER OF THE EAST WING OF A METAL COVERED
 AW2519'BUILDING, THE HIGH POINT OF THE SOUTH EDGE OF THE WELL CASING
 AW2519'PROJECTING 4 INCHES.
 AW2519
 AW2519                          STATION RECOVERY (1996)
 AW2519
 AW2519'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2519'MARK NOT FOUND.
 AW2519
 AW2519                          STATION RECOVERY (2001)
 AW2519
 AW2519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2519'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2519
 AW2519                          STATION RECOVERY (2003)
 AW2519
 AW2519'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2519'MARK NOT FOUND.
 AW2519
 AW2519                          STATION RECOVERY (2004)
 AW2519
 AW2519'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2519'MARK NOT FOUND.
 AW2519
 AW2519                          STATION RECOVERY (2005)
 AW2519
 AW2519'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3511 ***********************************************************************
 AW3511  DESIGNATION -  330+00 705
 AW3511  PID         -  AW3511
 AW3511  STATE/COUNTY-  TX/HARRIS
 AW3511  USGS QUAD   -  LA PORTE (1982)
 AW3511
 AW3511                         *CURRENT SURVEY CONTROL
 AW3511  ___________________________________________________________________
 AW3511* NAD 83(1986)-  29 43 57.     (N)    095 03 12.     (W)     SCALED    
 AW3511* NAVD 88     -         0.32   (+/-2cm)       1.0    (feet)  VERTCON   
 AW3511  ___________________________________________________________________
 AW3511  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3511
 AW3511  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3511
 AW3511.The horizontal coordinates were scaled from a topographic map and have
 AW3511.an estimated accuracy of +/- 6 seconds.
 AW3511
 AW3511.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3511.The vertical order pertains to the NGVD 29 superseded value.
 AW3511
 AW3511.The geoid height was determined by GEOID03.
 AW3511
 AW3511;                    North         East    Units  Estimated Accuracy
 AW3511;SPC TXSC     - 4,216,920.      981,700.      MT  (+/- 180 meters Scaled)
 AW3511
 AW3511                          SUPERSEDED SURVEY CONTROL
 AW3511
 AW3511  NGVD 29 (??/??/92)    0.313  (m)            1.03   (f) ADJ UNCH    1 2
 AW3511
 AW3511.Superseded values are not recommended for survey control.
 AW3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3511.See file dsdata.txt to determine how the superseded data were derived.
 AW3511
 AW3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN014909(NAD 83)
 AW3511_MARKER: DD = SURVEY DISK
 AW3511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3511_STAMPING: 330+00 705
 AW3511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3511+STABILITY: SURFACE MOTION
 AW3511
 AW3511  HISTORY     - Date     Condition        Report By
 AW3511  HISTORY     - UNK      MONUMENTED       USE
 AW3511  HISTORY     - 1964     GOOD             NGS
 AW3511
 AW3511                          STATION DESCRIPTION
 AW3511
 AW3511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3511'2.7 MI SE FROM LYNCHBURG.
 AW3511'ABOUT 2.7 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3511'SOUTH FERRY LANDING AT LYNCHBURG, ABOUT 70 YARDS NORTH OF RANGE LIGHT
 AW3511'R AND K, ABOUT 61 YARDS SOUTHEAST OF BENCH MARK 331+60.54 (U.S.E.),
 AW3511'ABOUT 115 FEET SOUTHWEST OF THE HIGH WATER LINE OF THE CHANNEL, ABOUT
 AW3511'220 FEET NORTHEAST OF THE CENTER LINE OF A LEVEE, AND SET IN THE TOP
 AW3511'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1215 ***********************************************************************
 CS1215  DESIGNATION -  331 TXGS
 CS1215  PID         -  CS1215
 CS1215  STATE/COUNTY-  TX/DALLAS
 CS1215  USGS QUAD   -  DALLAS (1981)
 CS1215
 CS1215                         *CURRENT SURVEY CONTROL
 CS1215  ___________________________________________________________________
 CS1215* NAD 83(1993)-  32 50 12.63337(N)    096 46 07.03734(W)     ADJUSTED  
 CS1215* NAVD 88     -       191.742  (meters)     629.07   (feet)  ADJUSTED  
 CS1215  ___________________________________________________________________
 CS1215  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 CS1215  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS1215  DYNAMIC HT  -         191.525 (meters)     628.36  (feet)  COMP
 CS1215  MODELED GRAV-     979,504.4   (mgal)                       NAVD 88
 CS1215
 CS1215  HORZ ORDER  -  SECOND
 CS1215  VERT ORDER  -  FIRST     CLASS II
 CS1215
 CS1215.The horizontal coordinates were established by classical geodetic methods
 CS1215.and adjusted by the National Geodetic Survey in February 1996..
 CS1215
 CS1215.The orthometric height was determined by differential leveling
 CS1215.and adjusted by the National Geodetic Survey in June 1991..
 CS1215.WARNING-Repeat measurements at this control monument indicate possible
 CS1215.vertical movement.
 CS1215
 CS1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1215
 CS1215.The geoid height was determined by GEOID03.
 CS1215
 CS1215.The dynamic height is computed by dividing the NAVD 88
 CS1215.geopotential number by the normal gravity value computed on the
 CS1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1215.degrees latitude (g = 980.6199 gals.).
 CS1215
 CS1215.The modeled gravity was interpolated from observed gravity values.
 CS1215
 CS1215;                    North         East     Units Scale Factor Converg.
 CS1215;SPC TXNC     - 2,131,096.088   762,073.185   MT  0.99987961   +0 56 39.4
 CS1215;SPC TXNC     - 6,991,771.08  2,500,235.11   sFT  0.99987961   +0 56 39.4
 CS1215;UTM  14      - 3,635,405.452   708,850.811   MT  1.00013786   +1 12 37.4
 CS1215
 CS1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1215!SPC TXNC     -   0.99997404  x   0.99987961  =   0.99985365
 CS1215!UTM  14      -   0.99997404  x   1.00013786  =   1.00011189
 CS1215
 CS1215                          SUPERSEDED SURVEY CONTROL
 CS1215
 CS1215  NAD 83(1993)-  32 50 12.63376(N)    096 46 07.02972(W) AD(       ) 2
 CS1215  NAD 83(1986)-  32 50 12.64015(N)    096 46 07.02011(W) AD(       ) 2
 CS1215  NAD 27      -  32 50 12.18400(N)    096 46 06.02300(W) AD(       ) 2
 CS1215  NGVD 29 (??/??/92)  191.742  (m)          629.07   (f) ADJ UNCH    1 2
 CS1215
 CS1215.Superseded values are not recommended for survey control.
 CS1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1215.See file dsdata.txt to determine how the superseded data were derived.
 CS1215
 CS1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0885135405(NAD 83)
 CS1215_MARKER: DB = BENCH MARK DISK
 CS1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1215_STAMPING: 331
 CS1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1215+STABILITY: SURFACE MOTION
 CS1215
 CS1215  HISTORY     - Date     Condition        Report By
 CS1215  HISTORY     - 1947     MONUMENTED       CGS
 CS1215  HISTORY     - 1952     GOOD             NGS
 CS1215  HISTORY     - 1958     GOOD             NGS
 CS1215  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1215
 CS1215                          STATION DESCRIPTION
 CS1215
 CS1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1215'THIS STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF THE CENTER
 CS1215'OF DALLAS, NEAR THE CORNER OF U.S. HIGHWAY 75 AND MOCKINGBIRD
 CS1215'LANE.  IT IS ON TOP OF AN EARTH COVERED CONCRETE RESERVOIR, ABOUT
 CS1215'300 FEET EAST OF A LARGE CONCRETE MAN HOLE AT THE SOUTHWEST
 CS1215'CORNER OF THE RESERVOIR, AND 10 FEET SOUTH OF THE SOUTH EDGE OF
 CS1215'THE RESERVOIR.  THE DISK IS SET IN THE TOP OF A SQUARE CONCRETE
 CS1215'POST WHICH PROJECTS 8 INCHES.  IT IS STAMPED 331.
 CS1215'
 CS1215'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CS1215'RESERVOIR.  THE DISTANCE IS 90.509 METERS, OR 296.94 FEET.
 CS1215
 CS1215                          STATION RECOVERY (1952)
 CS1215
 CS1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS1215'IN DALLAS.
 CS1215'AT DALLAS, 4.5 MILES NORTHEAST OF THE COUNTY COURTHOUSE, NEAR THE
 CS1215'INTERSECTION OF U.S. HIGHWAY 75 AND MOCKING BIRD LANE, ON TOP OF AN
 CS1215'EARTH COVERED CONCRETE RESERVOIR, 456 FEET EAST OF THE CENTER LINE OF
 CS1215'THE HIGHWAY, 96 FEET NORTH OF THE CENTER LINE OF MOCKING BIRD LANE,
 CS1215'296 FEET EAST OF TRIANGULATION STATION RESERVOIR, 10 FEET NORTH OF THE
 CS1215'SOUTH EDGE OF THE RESERVOIR, SET IN THE TOP OF A CONCRETE POST WHICH
 CS1215'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CS1215
 CS1215                          STATION RECOVERY (1958)
 CS1215
 CS1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1215'RECOVERED IN GOOD CONDITION.
 CS1215
 CS1215                          STATION RECOVERY (2000)
 CS1215
 CS1215'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3512 ***********************************************************************
 AW3512  DESIGNATION -  331+60.54 705
 AW3512  PID         -  AW3512
 AW3512  STATE/COUNTY-  TX/HARRIS
 AW3512  USGS QUAD   -  LA PORTE (1982)
 AW3512
 AW3512                         *CURRENT SURVEY CONTROL
 AW3512  ___________________________________________________________________
 AW3512* NAD 83(1986)-  29 43 58.     (N)    095 03 14.     (W)     SCALED    
 AW3512* NAVD 88     -         0.66   (+/-2cm)       2.2    (feet)  VERTCON   
 AW3512  ___________________________________________________________________
 AW3512  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3512
 AW3512  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3512
 AW3512.The horizontal coordinates were scaled from a topographic map and have
 AW3512.an estimated accuracy of +/- 6 seconds.
 AW3512
 AW3512.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3512.The vertical order pertains to the NGVD 29 superseded value.
 AW3512
 AW3512.The geoid height was determined by GEOID03.
 AW3512
 AW3512;                    North         East    Units  Estimated Accuracy
 AW3512;SPC TXSC     - 4,216,950.      981,650.      MT  (+/- 180 meters Scaled)
 AW3512
 AW3512                          SUPERSEDED SURVEY CONTROL
 AW3512
 AW3512  NGVD 29 (??/??/92)    0.662  (m)            2.17   (f) ADJ UNCH    1 2
 AW3512
 AW3512.Superseded values are not recommended for survey control.
 AW3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3512.See file dsdata.txt to determine how the superseded data were derived.
 AW3512
 AW3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN013909(NAD 83)
 AW3512_MARKER: DD = SURVEY DISK
 AW3512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3512_STAMPING: 331+60.54 705
 AW3512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3512+STABILITY: SURFACE MOTION
 AW3512
 AW3512  HISTORY     - Date     Condition        Report By
 AW3512  HISTORY     - UNK      MONUMENTED       USE
 AW3512  HISTORY     - 1964     GOOD             NGS
 AW3512
 AW3512                          STATION DESCRIPTION
 AW3512
 AW3512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3512'2.65 MI SE FROM LYNCHBURG.
 AW3512'ABOUT 2.65 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3512'SOUTH FERRY LANDING AT LYNCHBURG, ABOUT 100 YARDS NORTHWEST OF RANGE
 AW3512'LIGHT R AND K, ABOUT 75 YARDS NORTHEAST OF THE CENTER LINE OF A LEVEE,
 AW3512'107 FEET SOUTHWEST OF THE HIGH WATER LINE OF THE CHANNEL, AT THE
 AW3512'SOUTHWEST EDGE OF A SLIGHT SANDY RISE, 60 FEET SOUTHEAST OF A SMALL
 AW3512'GREEN BUSH, 2.0 FEET SOUTH OF A 2 X 3-INCH POST, AND SET IN THE TOP OF
 AW3512'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0025 ***********************************************************************
 DQ0025  DESIGNATION -  3316.22
 DQ0025  PID         -  DQ0025
 DQ0025  STATE/COUNTY-  TX/LUBBOCK
 DQ0025  USGS QUAD   -  WOLFFORTH (1985)
 DQ0025
 DQ0025                         *CURRENT SURVEY CONTROL
 DQ0025  ___________________________________________________________________
 DQ0025* NAD 83(1986)-  33 35 33.     (N)    102 01 32.     (W)     SCALED    
 DQ0025* NAVD 88     -      1011.251  (meters)    3317.75   (feet)  ADJUSTED  
 DQ0025  ___________________________________________________________________
 DQ0025  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DQ0025  DYNAMIC HT  -        1009.938 (meters)    3313.44  (feet)  COMP
 DQ0025  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 DQ0025
 DQ0025  VERT ORDER  -  SECOND    CLASS 0
 DQ0025
 DQ0025.The horizontal coordinates were scaled from a topographic map and have
 DQ0025.an estimated accuracy of +/- 6 seconds.
 DQ0025
 DQ0025.The orthometric height was determined by differential leveling
 DQ0025.and adjusted by the National Geodetic Survey in June 1991..
 DQ0025
 DQ0025.The geoid height was determined by GEOID03.
 DQ0025
 DQ0025.The dynamic height is computed by dividing the NAVD 88
 DQ0025.geopotential number by the normal gravity value computed on the
 DQ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0025.degrees latitude (g = 980.6199 gals.).
 DQ0025
 DQ0025.The modeled gravity was interpolated from observed gravity values.
 DQ0025
 DQ0025;                    North         East    Units  Estimated Accuracy
 DQ0025;SPC TXNC     - 2,219,050.      272,830.      MT  (+/- 180 meters Scaled)
 DQ0025
 DQ0025                          SUPERSEDED SURVEY CONTROL
 DQ0025
 DQ0025  NGVD 29 (??/??/92) 1010.872  (m)         3316.50   (f) ADJ UNCH    2 0
 DQ0025
 DQ0025.Superseded values are not recommended for survey control.
 DQ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0025.See file dsdata.txt to determine how the superseded data were derived.
 DQ0025
 DQ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT760209(NAD 83)
 DQ0025_MARKER: DD = SURVEY DISK
 DQ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0025_STAMPING: EL 3316.22
 DQ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0025+STABILITY: SURFACE MOTION
 DQ0025
 DQ0025  HISTORY     - Date     Condition        Report By
 DQ0025  HISTORY     - UNK      MONUMENTED       DOD
 DQ0025  HISTORY     - 1945     GOOD             NGS
 DQ0025
 DQ0025                          STATION DESCRIPTION
 DQ0025
 DQ0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DQ0025'0.1 MI S FROM REESE AIR FORCE BASE.
 DQ0025'AT REESE AIR FORCE BASE, LUBBOCK COUNTY, 0.1 MILE SOUTH OF THE MAIN
 DQ0025'GATE, 59 FEET SOUTHEAST OF THE CENTERLINE OF FIFTH STREET, 48.7 FEET
 DQ0025'WEST OF THE MILITARY RESERVATION FENCE, 31.2 FEET SOUTHWEST OF THE
 DQ0025'SOUTHWEST CORNER OF A STEEL FENCE AROUND THE TRANSFORMER STATION, AND
 DQ0025'4 INCHES UNDERGROUND.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP,
 DQ0025'STAMPED EL 3316.22 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1577 ***********************************************************************
 BY1577  DESIGNATION -  331.7
 BY1577  PID         -  BY1577
 BY1577  STATE/COUNTY-  TX/HOUSTON
 BY1577  USGS QUAD   -  CROCKETT (1950)
 BY1577
 BY1577                         *CURRENT SURVEY CONTROL
 BY1577  ___________________________________________________________________
 BY1577* NAD 83(1986)-  31 16 48.     (N)    095 24 00.     (W)     SCALED    
 BY1577* NAVD 88     -       101.13   (+/-2cm)     331.8    (feet)  VERTCON   
 BY1577  ___________________________________________________________________
 BY1577  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BY1577
 BY1577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1577
 BY1577.The horizontal coordinates were scaled from a topographic map and have
 BY1577.an estimated accuracy of +/- 6 seconds.
 BY1577
 BY1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1577.The vertical order pertains to the NGVD 29 superseded value.
 BY1577
 BY1577.The geoid height was determined by GEOID03.
 BY1577
 BY1577;                    North         East    Units  Estimated Accuracy
 BY1577;SPC TX C     - 3,189,260.    1,169,570.      MT  (+/- 180 meters Scaled)
 BY1577
 BY1577                          SUPERSEDED SURVEY CONTROL
 BY1577
 BY1577  NGVD 29 (??/??/92)  101.123  (m)          331.77   (f) ADJ UNCH    2 0
 BY1577
 BY1577.Superseded values are not recommended for survey control.
 BY1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1577.See file dsdata.txt to determine how the superseded data were derived.
 BY1577
 BY1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ715631(NAD 83)
 BY1577_MARKER: Q = CHISELED SQUARE
 BY1577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1577_SP_SET: CULVERT
 BY1577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1577
 BY1577  HISTORY     - Date     Condition        Report By
 BY1577  HISTORY     - UNK      MONUMENTED       USGS
 BY1577  HISTORY     - 1948     GOOD             NGS
 BY1577
 BY1577                          STATION DESCRIPTION
 BY1577
 BY1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1577'4.65 MI SE FROM CROCKETT.
 BY1577'4.65 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE HOUSTON
 BY1577'COUNTY COURTHOUSE AT CROCKETT, AT A ROAD JUNCTION, 18.0 FEET SOUTHEAST
 BY1577'OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTHWEST, CUT ON THE
 BY1577'SOUTHWEST CONCRETE HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 0.15
 BY1577'FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL, ABOUT LEVEL WITH
 BY1577'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1219 ***********************************************************************
 CS1219  DESIGNATION -  332
 CS1219  PID         -  CS1219
 CS1219  STATE/COUNTY-  TX/DALLAS
 CS1219  USGS QUAD   -  DALLAS (1981)
 CS1219
 CS1219                         *CURRENT SURVEY CONTROL
 CS1219  ___________________________________________________________________
 CS1219* NAD 83(1986)-  32 50 11.     (N)    096 46 57.     (W)     SCALED    
 CS1219* NAVD 88     -       174.369  (meters)     572.08   (feet)  ADJUSTED  
 CS1219  ___________________________________________________________________
 CS1219  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CS1219  DYNAMIC HT  -         174.171 (meters)     571.43  (feet)  COMP
 CS1219  MODELED GRAV-     979,502.7   (mgal)                       NAVD 88
 CS1219
 CS1219  VERT ORDER  -  FIRST     CLASS II
 CS1219
 CS1219.The horizontal coordinates were scaled from a topographic map and have
 CS1219.an estimated accuracy of +/- 6 seconds.
 CS1219
 CS1219.The orthometric height was determined by differential leveling
 CS1219.and adjusted by the National Geodetic Survey in June 1991..
 CS1219
 CS1219.The geoid height was determined by GEOID03.
 CS1219
 CS1219.The dynamic height is computed by dividing the NAVD 88
 CS1219.geopotential number by the normal gravity value computed on the
 CS1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1219.degrees latitude (g = 980.6199 gals.).
 CS1219
 CS1219.The modeled gravity was interpolated from observed gravity values.
 CS1219
 CS1219;                    North         East    Units  Estimated Accuracy
 CS1219;SPC TXNC     - 2,131,020.      760,780.      MT  (+/- 180 meters Scaled)
 CS1219
 CS1219                          SUPERSEDED SURVEY CONTROL
 CS1219
 CS1219  NGVD 29 (??/??/92)  174.380  (m)          572.11   (f) ADJ UNCH    1 2
 CS1219
 CS1219.Superseded values are not recommended for survey control.
 CS1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1219.See file dsdata.txt to determine how the superseded data were derived.
 CS1219
 CS1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB075353(NAD 83)
 CS1219_MARKER: DB = BENCH MARK DISK
 CS1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1219_STAMPING: 332
 CS1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1219+STABILITY: SURFACE MOTION
 CS1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1219+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 CS1219
 CS1219  HISTORY     - Date     Condition        Report By
 CS1219  HISTORY     - UNK      MONUMENTED       TXGS
 CS1219  HISTORY     - 1947     GOOD             NGS
 CS1219  HISTORY     - 1984     GOOD             USPSQD
 CS1219  HISTORY     - 1986     GOOD             USPSQD
 CS1219  HISTORY     - 20000212 GOOD             USPSQD
 CS1219  HISTORY     - 20001010 GOOD             LOCSUR
 CS1219
 CS1219                          STATION DESCRIPTION
 CS1219
 CS1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1219'IN DALLAS.
 CS1219'AT DALLAS, 58.0 FEET NORTH OF THE NORTHEAST CORNER OF A BRICK HOUSE AT
 CS1219'3125 MOCKINGBIRD LANE, 25.5 FEET SOUTH OF AND ABOUT 1.0 FOOT HIGHER
 CS1219'THAN THE CENTER LINE OF MOCKINGBIRD LANE, 6.5 FEET EAST OF THE CENTER
 CS1219'LINE OF A CONCRETE WALK LEADING TO THE HOUSE AND 2.0 FEET NORTH OF THE
 CS1219'NORTH EDGE OF A CONCRETE WALK.  A BRONZE DISK SET IN THE TOP OF A
 CS1219'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 CS1219
 CS1219                          STATION RECOVERY (1984)
 CS1219
 CS1219'RECOVERY NOTE BY US POWER SQUADRON 1984
 CS1219'RECOVERED IN GOOD CONDITION.
 CS1219
 CS1219                          STATION RECOVERY (1986)
 CS1219
 CS1219'RECOVERY NOTE BY US POWER SQUADRON 1986 (RWT)
 CS1219'RECOVERED IN GOOD CONDITION.
 CS1219
 CS1219                          STATION RECOVERY (2000)
 CS1219
 CS1219'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1219'RECOVERED IN GOOD CONDITION.
 CS1219
 CS1219                          STATION RECOVERY (2000)
 CS1219
 CS1219'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KLW)
 CS1219'MONUMENT RECOVERED LEANING TO THE EAST BUT HAS NOT SIGNIFICANTLY
 CS1219'AFFECTED ITS VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1220 ***********************************************************************
 CS1220  DESIGNATION -  332 A
 CS1220  PID         -  CS1220
 CS1220  STATE/COUNTY-  TX/DALLAS
 CS1220  USGS QUAD   -  DALLAS (1981)
 CS1220
 CS1220                         *CURRENT SURVEY CONTROL
 CS1220  ___________________________________________________________________
 CS1220* NAD 83(1986)-  32 50 19.     (N)    096 47 05.     (W)     SCALED    
 CS1220* NAVD 88     -       171.643  (meters)     563.13   (feet)  ADJUSTED  
 CS1220  ___________________________________________________________________
 CS1220  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CS1220  DYNAMIC HT  -         171.449 (meters)     562.50  (feet)  COMP
 CS1220  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 CS1220
 CS1220  VERT ORDER  -  FIRST     CLASS II
 CS1220
 CS1220.The horizontal coordinates were scaled from a topographic map and have
 CS1220.an estimated accuracy of +/- 6 seconds.
 CS1220
 CS1220.The orthometric height was determined by differential leveling
 CS1220.and adjusted by the National Geodetic Survey in June 1991..
 CS1220
 CS1220.The geoid height was determined by GEOID03.
 CS1220
 CS1220.The dynamic height is computed by dividing the NAVD 88
 CS1220.geopotential number by the normal gravity value computed on the
 CS1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1220.degrees latitude (g = 980.6199 gals.).
 CS1220
 CS1220.The modeled gravity was interpolated from observed gravity values.
 CS1220
 CS1220;                    North         East    Units  Estimated Accuracy
 CS1220;SPC TXNC     - 2,131,270.      760,560.      MT  (+/- 180 meters Scaled)
 CS1220
 CS1220                          SUPERSEDED SURVEY CONTROL
 CS1220
 CS1220  NGVD 29 (??/??/92)  171.654  (m)          563.17   (f) ADJ UNCH    1 2
 CS1220
 CS1220.Superseded values are not recommended for survey control.
 CS1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1220.See file dsdata.txt to determine how the superseded data were derived.
 CS1220
 CS1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB073355(NAD 83)
 CS1220_MARKER: DB = BENCH MARK DISK
 CS1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1220_STAMPING: 332 A
 CS1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1220+STABILITY: SURFACE MOTION
 CS1220
 CS1220  HISTORY     - Date     Condition        Report By
 CS1220  HISTORY     - UNK      MONUMENTED       TXGS
 CS1220  HISTORY     - 1947     GOOD             NGS
 CS1220  HISTORY     - 1953     MARK NOT FOUND   USGS
 CS1220  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CS1220  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1220
 CS1220                          STATION DESCRIPTION
 CS1220
 CS1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1220'IN DALLAS.
 CS1220'AT DALLAS, AT THE SOUTH END OF BISHOP BLVD., ON THE CAMPUS OF THE
 CS1220'SOUTHERN METHODIST UNIVERSITY, 99.2 FEET SOUTH OF THE SOUTH EDGE OF A
 CS1220'CONCRETE WALK LEADING TO A FOUNTAIN, 63.8 FEET EAST OF THE CENTER LINE
 CS1220'OF THE WEST TRAFFIC LANE OF BISHOP BLVD. AND 37.0 FEET WEST OF THE
 CS1220'CENTER LINE OF THE EAST TRAFFIC LANE.  A BRONZE DISK SET IN THE TOP OF
 CS1220'A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND. NOTE-- THE
 CS1220'DRINKING FOUNTAIN AND SIDEWALK MENTIONED IN THE DESCRIPTION HAVE BEEN
 CS1220'REMOVED, AND EXACT SITE OF BENCH MARK COUNT NOT BE DETERMINED.
 CS1220
 CS1220                          STATION RECOVERY (1953)
 CS1220
 CS1220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 CS1220'MARK NOT FOUND.
 CS1220
 CS1220                          STATION RECOVERY (1984)
 CS1220
 CS1220'RECOVERY NOTE BY US POWER SQUADRON 1984
 CS1220'MARK NOT FOUND.
 CS1220
 CS1220                          STATION RECOVERY (2000)
 CS1220
 CS1220'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0824 ***********************************************************************
 FL0824  DESIGNATION -  3322.17
 FL0824  PID         -  FL0824
 FL0824  STATE/COUNTY-  TX/CARSON
 FL0824  USGS QUAD   -  MC BRIDE (1978)
 FL0824
 FL0824                         *CURRENT SURVEY CONTROL
 FL0824  ___________________________________________________________________
 FL0824* NAD 83(1986)-  35 34 32.     (N)    101 26 01.     (W)     SCALED    
 FL0824* NAVD 88     -      1008.382  (meters)    3308.33   (feet)  ADJUSTED  
 FL0824  ___________________________________________________________________
 FL0824  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 FL0824  DYNAMIC HT  -        1007.232 (meters)    3304.56  (feet)  COMP
 FL0824  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 FL0824
 FL0824  VERT ORDER  -  SECOND    CLASS 0
 FL0824
 FL0824.The horizontal coordinates were scaled from a topographic map and have
 FL0824.an estimated accuracy of +/- 6 seconds.
 FL0824
 FL0824.The orthometric height was determined by differential leveling
 FL0824.and adjusted by the National Geodetic Survey in June 1991..
 FL0824
 FL0824.The geoid height was determined by GEOID03.
 FL0824
 FL0824.The dynamic height is computed by dividing the NAVD 88
 FL0824.geopotential number by the normal gravity value computed on the
 FL0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0824.degrees latitude (g = 980.6199 gals.).
 FL0824
 FL0824.The modeled gravity was interpolated from observed gravity values.
 FL0824
 FL0824;                    North         East    Units  Estimated Accuracy
 FL0824;SPC TX N     - 1,174,790.      206,020.      MT  (+/- 180 meters Scaled)
 FL0824
 FL0824                          SUPERSEDED SURVEY CONTROL
 FL0824
 FL0824  NGVD 29 (??/??/92) 1007.904  (m)         3306.76   (f) ADJ UNCH    2 0
 FL0824
 FL0824.Superseded values are not recommended for survey control.
 FL0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0824.See file dsdata.txt to determine how the superseded data were derived.
 FL0824
 FL0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE794395(NAD 83)
 FL0824_MARKER: B = BOLT
 FL0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0824+STABILITY: SURFACE MOTION
 FL0824
 FL0824  HISTORY     - Date     Condition        Report By
 FL0824  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0824  HISTORY     - 1935     GOOD             NGS
 FL0824
 FL0824                          STATION DESCRIPTION
 FL0824
 FL0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0824'6.7 MI SE FROM BORGER.
 FL0824'6.7 MILES SOUTHEAST OR AT S. F. R. R. ALONG PANHANDLE AND SANTA FE
 FL0824'RAILROAD BETWEEN PANHANDLE AND BORGER, ALONG EAST RIGHT-OF-WAY FENCE
 FL0824'OPPOSITE MILE POST 21, 100 FEET EAST OF RAIL ALONG THE RIGHT-OF-WAY
 FL0824'FENCE, AND 165 FEET NORTH EAST OF JOG IN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0026 ***********************************************************************
 DQ0026  DESIGNATION -  3324.12
 DQ0026  PID         -  DQ0026
 DQ0026  STATE/COUNTY-  TX/LUBBOCK
 DQ0026  USGS QUAD   -  WOLFFORTH (1985)
 DQ0026
 DQ0026                         *CURRENT SURVEY CONTROL
 DQ0026  ___________________________________________________________________
 DQ0026* NAD 83(1986)-  33 35 37.     (N)    102 01 48.     (W)     SCALED    
 DQ0026* NAVD 88     -      1013.645  (meters)    3325.60   (feet)  ADJUSTED  
 DQ0026  ___________________________________________________________________
 DQ0026  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 DQ0026  DYNAMIC HT  -        1012.329 (meters)    3321.28  (feet)  COMP
 DQ0026  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 DQ0026
 DQ0026  VERT ORDER  -  SECOND    CLASS 0
 DQ0026
 DQ0026.The horizontal coordinates were scaled from a topographic map and have
 DQ0026.an estimated accuracy of +/- 6 seconds.
 DQ0026
 DQ0026.The orthometric height was determined by differential leveling
 DQ0026.and adjusted by the National Geodetic Survey in June 1991..
 DQ0026
 DQ0026.The geoid height was determined by GEOID03.
 DQ0026
 DQ0026.The dynamic height is computed by dividing the NAVD 88
 DQ0026.geopotential number by the normal gravity value computed on the
 DQ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0026.degrees latitude (g = 980.6199 gals.).
 DQ0026
 DQ0026.The modeled gravity was interpolated from observed gravity values.
 DQ0026
 DQ0026;                    North         East    Units  Estimated Accuracy
 DQ0026;SPC TXNC     - 2,219,190.      272,430.      MT  (+/- 180 meters Scaled)
 DQ0026
 DQ0026                          SUPERSEDED SURVEY CONTROL
 DQ0026
 DQ0026  NGVD 29 (??/??/92) 1013.266  (m)         3324.36   (f) ADJ UNCH    2 0
 DQ0026
 DQ0026.Superseded values are not recommended for survey control.
 DQ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0026.See file dsdata.txt to determine how the superseded data were derived.
 DQ0026
 DQ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT756210(NAD 83)
 DQ0026_MARKER: DD = SURVEY DISK
 DQ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0026_STAMPING: EL 3324.12
 DQ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0026+STABILITY: SURFACE MOTION
 DQ0026
 DQ0026  HISTORY     - Date     Condition        Report By
 DQ0026  HISTORY     - UNK      MONUMENTED       DOD
 DQ0026  HISTORY     - 1945     GOOD             NGS
 DQ0026
 DQ0026                          STATION DESCRIPTION
 DQ0026
 DQ0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DQ0026'IN REESE AIR FORCE BASE.
 DQ0026'AT REESE AIR FORCE BASE, LUBBOCK COUNTY, 100 YARDS NORTHEAST OF THE
 DQ0026'HEADQUARTERS BUILDING, AT THE INTERSECTION OF MAIN BOULEVARD AND NINTH
 DQ0026'STREET, 93 FEET NORTH OF THE CENTERLINE OF MAIN BOULEVARD, 81 FEET
 DQ0026'SOUTHWEST OF THE CENTERLINE OF NINTH STREET, AND 48 FEET SOUTHEAST OF
 DQ0026'THE EAST CORNER OF PERSONAL AFFAIRS BUILDING T 815.  A CORPS OF
 DQ0026'ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED EL 3324.12 AND SET IN THE
 DQ0026'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2681 ***********************************************************************
 AW2681  DESIGNATION -  3330
 AW2681  PID         -  AW2681
 AW2681  STATE/COUNTY-  TX/GALVESTON
 AW2681  USGS QUAD   -  GALVESTON (1994)
 AW2681
 AW2681                         *CURRENT SURVEY CONTROL
 AW2681  ___________________________________________________________________
 AW2681* NAD 83(1986)-  29 21 03.     (N)    094 49 03.     (W)     SCALED    
 AW2681* NAVD 88     -         0.36   (+/-2cm)       1.2    (feet)  VERTCON   
 AW2681  ___________________________________________________________________
 AW2681  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW2681
 AW2681  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2681
 AW2681.The horizontal coordinates were scaled from a topographic map and have
 AW2681.an estimated accuracy of +/- 6 seconds.
 AW2681
 AW2681.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2681.The vertical order pertains to the NGVD 29 superseded value.
 AW2681
 AW2681.The geoid height was determined by GEOID03.
 AW2681
 AW2681;                    North         East    Units  Estimated Accuracy
 AW2681;SPC TXSC     - 4,175,440.    1,006,010.      MT  (+/- 180 meters Scaled)
 AW2681
 AW2681                          SUPERSEDED SURVEY CONTROL
 AW2681
 AW2681  NGVD 29 (??/??/92)    0.358  (m)            1.17   (f) ADJ UNCH    1 2
 AW2681
 AW2681.Superseded values are not recommended for survey control.
 AW2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2681.See file dsdata.txt to determine how the superseded data were derived.
 AW2681
 AW2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN235482(NAD 83)
 AW2681_MARKER: DD = SURVEY DISK
 AW2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2681+STABILITY: SURFACE MOTION
 AW2681
 AW2681  HISTORY     - Date     Condition        Report By
 AW2681  HISTORY     - UNK      MONUMENTED       USE
 AW2681  HISTORY     - 1964     GOOD             NGS
 AW2681  HISTORY     - 19890614 MARK NOT FOUND   USPSQD
 AW2681  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW2681
 AW2681                          STATION DESCRIPTION
 AW2681
 AW2681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2681'9.2 MI N FROM GALVESTON.
 AW2681'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW2681'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE 1.3 MILES
 AW2681'NORTHEAST ALONG 51ST STREET, THENCE 1.35 MILES EAST ALONG A SHELL
 AW2681'ROAD, THENCE 0.3 MILE NORTHEAST THROUGH TODD SHIPYARD, THENCE 0.8 MILE
 AW2681'NORTHEAST ALONG A DIM SHELL ROAD, THENCE 1.0 MILE NORTHEAST ALONG A
 AW2681'GRADED DIRT ROAD, THENCE 2.55 MILES WEST ALONG THE NORTH SHORE OF
 AW2681'PELICAN ISLAND, IN LINE WITH A ROW OF MOORING POLES, 85 FEET NORTHWEST
 AW2681'OF THE NORTHWEST HIGH WATER LINE OF THE INTRACOASTAL CANAL, 26 FEET
 AW2681'NORTHEAST OF A 6 X 6-INCH MOORING POLE, 2.0 FEET NORTHWEST OF A 4 X 4
 AW2681'INCH POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT 14 INCHES BELOW
 AW2681'THE LEVEL OF THE GROUND.
 AW2681
 AW2681                          STATION RECOVERY (1989)
 AW2681
 AW2681'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW2681'MARK NOT FOUND.
 AW2681
 AW2681                          STATION RECOVERY (1999)
 AW2681
 AW2681'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0524 ***********************************************************************
 AW0524  DESIGNATION -  3330 RM USE
 AW0524  PID         -  AW0524
 AW0524  STATE/COUNTY-  TX/GALVESTON
 AW0524  USGS QUAD   -  GALVESTON (1994)
 AW0524
 AW0524                         *CURRENT SURVEY CONTROL
 AW0524  ___________________________________________________________________
 AW0524* NAD 83(1986)-  29 21 05.     (N)    094 49 03.     (W)     SCALED    
 AW0524* NAVD 88     -         0.46   (+/-2cm)       1.5    (feet)  VERTCON   
 AW0524  ___________________________________________________________________
 AW0524  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW0524
 AW0524  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0524
 AW0524.The horizontal coordinates were scaled from a topographic map and have
 AW0524.an estimated accuracy of +/- 6 seconds.
 AW0524
 AW0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0524.The vertical order pertains to the NGVD 29 superseded value.
 AW0524
 AW0524.The geoid height was determined by GEOID03.
 AW0524
 AW0524;                    North         East    Units  Estimated Accuracy
 AW0524;SPC TXSC     - 4,175,500.    1,006,010.      MT  (+/- 180 meters Scaled)
 AW0524
 AW0524                          SUPERSEDED SURVEY CONTROL
 AW0524
 AW0524  NGVD 29 (??/??/92)    0.46   (m)            1.5    (f) COMPUTED    1 2
 AW0524
 AW0524.Superseded values are not recommended for survey control.
 AW0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0524.See file dsdata.txt to determine how the superseded data were derived.
 AW0524
 AW0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN235482(NAD 83)
 AW0524_MARKER: DD = SURVEY DISK
 AW0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0524+STABILITY: SURFACE MOTION
 AW0524
 AW0524  HISTORY     - Date     Condition        Report By
 AW0524  HISTORY     - UNK      MONUMENTED       USE
 AW0524  HISTORY     - 1958     GOOD             NGS
 AW0524  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0524  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0524  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW0524  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW0524
 AW0524                          STATION DESCRIPTION
 AW0524
 AW0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0524'10.0 MI N FROM GALVESTON.
 AW0524'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0524'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE ABOUT 1.3 MILES
 AW0524'NORTHEAST ALONG 51ST STREET, THENCE ABOUT 1.35 MILES EAST ALONG A
 AW0524'SHELL ROAD LEADING TO TODD SHIP YARD, THENCE ABOUT 0.3 MILE EAST ALONG
 AW0524'A SHELL ROAD LEADING TO TODD SHIP YARD, THENCE ABOUT 0.3 MILE EAST
 AW0524'THROUGH THE SHIP YARD, THENCE ABOUT 1.05 MILE NORTHEAST ALONG A DIM
 AW0524'SHELL ROAD, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG A SHELL ROAD TO A
 AW0524'WOODEN WHARF, THENCE ABOUT 1.1 MILE NORTHEAST ALONG THE SOUTHEAST
 AW0524'SHORE OF THE ISLAND, THENCE ABOUT 2.85 MILES WEST ALONG THE NORTH
 AW0524'SHORE OF THE ISLAND, 177 FEET WEST OF THE WEST BANK OF THE GULF
 AW0524'INTRACOASTAL WATERWAY, 300 FEET NORTH OF BASE LINE STATION 3330
 AW0524'(U.S.E.), AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH. NOTE--
 AW0524'BELIEVED TO HAVE BEEN DESTROYED OR COVERED OVER BY MUD AND SILT.
 AW0524
 AW0524                          STATION RECOVERY (1964)
 AW0524
 AW0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0524'MARK NOT FOUND.
 AW0524
 AW0524                          STATION RECOVERY (1978)
 AW0524
 AW0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0524'NOT RECOVERED IN 1964, NOT RECOVERED THIS DATE.
 AW0524
 AW0524                          STATION RECOVERY (1999)
 AW0524
 AW0524'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0524'MARK NOT FOUND.
 AW0524
 AW0524                          STATION RECOVERY (2005)
 AW0524
 AW0524'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0524'LOTS OF SANDY SPOIL HAS BEEN PUMPED INTO THE AREA. THIS COULD NOT BE
 AW0524'FOUND.
 AW0524'NO WITNESS POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1043 ***********************************************************************
 BY1043  DESIGNATION -  334.258
 BY1043  PID         -  BY1043
 BY1043  STATE/COUNTY-  TX/ANGELINA
 BY1043  USGS QUAD   -  HUNTINGTON (1980)
 BY1043
 BY1043                         *CURRENT SURVEY CONTROL
 BY1043  ___________________________________________________________________
 BY1043* NAD 83(1986)-  31 22 08.     (N)    094 37 05.     (W)     SCALED    
 BY1043* NAVD 88     -       101.79   (+/-2cm)     334.0    (feet)  VERTCON   
 BY1043  ___________________________________________________________________
 BY1043  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BY1043
 BY1043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1043
 BY1043.The horizontal coordinates were scaled from a topographic map and have
 BY1043.an estimated accuracy of +/- 6 seconds.
 BY1043
 BY1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1043.The vertical order pertains to the NGVD 29 superseded value.
 BY1043
 BY1043.The geoid height was determined by GEOID03.
 BY1043
 BY1043;                    North         East    Units  Estimated Accuracy
 BY1043;SPC TX C     - 3,202,670.    1,243,430.      MT  (+/- 180 meters Scaled)
 BY1043
 BY1043                          SUPERSEDED SURVEY CONTROL
 BY1043
 BY1043  NGVD 29 (??/??/92)  101.838  (m)          334.11   (f) ADJ UNCH    2 0
 BY1043
 BY1043.Superseded values are not recommended for survey control.
 BY1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1043.See file dsdata.txt to determine how the superseded data were derived.
 BY1043
 BY1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ461716(NAD 83)
 BY1043_MARKER: N = NAIL
 BY1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1043_SP_SET: TREE
 BY1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1043
 BY1043  HISTORY     - Date     Condition        Report By
 BY1043  HISTORY     - UNK      MONUMENTED       USGS
 BY1043  HISTORY     - 1949     GOOD             NGS
 BY1043  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1043
 BY1043                          STATION DESCRIPTION
 BY1043
 BY1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1043'4.5 MI N FROM HERTY.
 BY1043'3.0 MILES EAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1043'SOUTHLAND PAPER MILLS WATER TANK AT HERTY, THENCE 1.5 MILES NORTH
 BY1043'ALONG A GRADED DIRT ROAD, ON THE OUTSIDE OF A CURVE, AT A JUNCTION
 BY1043'WITH A TRAIL LEADING EAST, 36.0 FEET SOUTHEAST OF THE CENTER LINE OF
 BY1043'THE ROAD, 21.0 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, A COPPER
 BY1043'NAIL AND WASHER IN THE TOP OF THE SOUTHWEST ROOT OF A 14-INCH SWEETGUM
 BY1043'TREE.
 BY1043
 BY1043                          STATION RECOVERY (1998)
 BY1043
 BY1043'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0032 ***********************************************************************
 BY0032  DESIGNATION -  334.84 GCSFRR
 BY0032  PID         -  BY0032
 BY0032  STATE/COUNTY-  TX/SHELBY
 BY0032  USGS QUAD   -  TENAHA EAST (1984)
 BY0032
 BY0032                         *CURRENT SURVEY CONTROL
 BY0032  ___________________________________________________________________
 BY0032* NAD 83(1986)-  31 56 04.     (N)    094 14 41.     (W)     SCALED    
 BY0032* NAVD 88     -       102.20   (+/-2cm)     335.3    (feet)  VERTCON   
 BY0032  ___________________________________________________________________
 BY0032  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BY0032
 BY0032  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0032
 BY0032.The horizontal coordinates were scaled from a topographic map and have
 BY0032.an estimated accuracy of +/- 6 seconds.
 BY0032
 BY0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0032.The vertical order pertains to the NGVD 29 superseded value.
 BY0032
 BY0032.The geoid height was determined by GEOID03.
 BY0032
 BY0032;                    North         East    Units  Estimated Accuracy
 BY0032;SPC TX C     - 3,267,160.    1,275,460.      MT  (+/- 180 meters Scaled)
 BY0032
 BY0032                          SUPERSEDED SURVEY CONTROL
 BY0032
 BY0032  NGVD 29 (??/??/92)  102.243  (m)          335.44   (f) ADJ UNCH    1 2
 BY0032
 BY0032.Superseded values are not recommended for survey control.
 BY0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0032.See file dsdata.txt to determine how the superseded data were derived.
 BY0032
 BY0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR823338(NAD 83)
 BY0032_MARKER: Z = SEE DESCRIPTION
 BY0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0032_SP_SET: IRON RAIL
 BY0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0032
 BY0032  HISTORY     - Date     Condition        Report By
 BY0032  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0032  HISTORY     - 1932     GOOD             NGS
 BY0032  HISTORY     - 1934     GOOD             NGS
 BY0032
 BY0032                          STATION DESCRIPTION
 BY0032
 BY0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0032'0.5 MI S FROM TENAHA.
 BY0032'ON THE G.C. AND SANTA FE R.R., AT MILE POST NO. 151, 40 FEET WEST OF
 BY0032'THE RAILROAD, ON THE FENCE LINE.
 BY0032
 BY0032                          STATION RECOVERY (1934)
 BY0032
 BY0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0275 ***********************************************************************
 EN0275  DESIGNATION -  3351+65
 EN0275  PID         -  EN0275
 EN0275  STATE/COUNTY-  TX/FLOYD
 EN0275  USGS QUAD   -  SOUTH PLAINS (1966)
 EN0275
 EN0275                         *CURRENT SURVEY CONTROL
 EN0275  ___________________________________________________________________
 EN0275* NAD 83(1986)-  34 13 34.     (N)    101 17 32.     (W)     SCALED    
 EN0275* NAVD 88     -       977.811  (meters)    3208.03   (feet)  ADJUSTED  
 EN0275  ___________________________________________________________________
 EN0275  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EN0275  DYNAMIC HT  -         976.565 (meters)    3203.95  (feet)  COMP
 EN0275  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 EN0275
 EN0275  VERT ORDER  -  FIRST     CLASS II
 EN0275
 EN0275.The horizontal coordinates were scaled from a topographic map and have
 EN0275.an estimated accuracy of +/- 6 seconds.
 EN0275
 EN0275.The orthometric height was determined by differential leveling
 EN0275.and adjusted by the National Geodetic Survey in June 1991..
 EN0275
 EN0275.The geoid height was determined by GEOID03.
 EN0275
 EN0275.The dynamic height is computed by dividing the NAVD 88
 EN0275.geopotential number by the normal gravity value computed on the
 EN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0275.degrees latitude (g = 980.6199 gals.).
 EN0275
 EN0275.The modeled gravity was interpolated from observed gravity values.
 EN0275
 EN0275;                    North         East    Units  Estimated Accuracy
 EN0275;SPC TXNC     - 2,287,260.      342,740.      MT  (+/- 180 meters Scaled)
 EN0275
 EN0275                          SUPERSEDED SURVEY CONTROL
 EN0275
 EN0275  NGVD 29 (??/??/92)  977.423  (m)         3206.76   (f) ADJ UNCH    1 2
 EN0275
 EN0275.Superseded values are not recommended for survey control.
 EN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0275.See file dsdata.txt to determine how the superseded data were derived.
 EN0275
 EN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC888896(NAD 83)
 EN0275_MARKER: Z = SEE DESCRIPTION
 EN0275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0275_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0275
 EN0275  HISTORY     - Date     Condition        Report By
 EN0275  HISTORY     - UNK      MONUMENTED       BNRR
 EN0275  HISTORY     - 1963     MARK NOT FOUND   USGS
 EN0275
 EN0275                          STATION DESCRIPTION
 EN0275
 EN0275'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EN0275'1.0 MI E FROM SOUTH PLAINS.
 EN0275'1.0 MILE EAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM THE
 EN0275'STATION AT SOUTH PLAINS, FLOYD COUNTY, AT STATION 3351+65 (MILEAGE
 EN0275'300.54), ABOUT 20 FEET NORTH OF A PUBLIC-ROAD CROSSING, ABOUT 40 FEET
 EN0275'EAST OF THE TRACK, AND 6 FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE TOP
 EN0275'OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 18 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1573 ***********************************************************************
 BY1573  DESIGNATION -  335.9
 BY1573  PID         -  BY1573
 BY1573  STATE/COUNTY-  TX/HOUSTON
 BY1573  USGS QUAD   -  BEREA (1951)
 BY1573
 BY1573                         *CURRENT SURVEY CONTROL
 BY1573  ___________________________________________________________________
 BY1573* NAD 83(1986)-  31 15 29.     (N)    095 21 44.     (W)     SCALED    
 BY1573* NAVD 88     -       102.32   (+/-2cm)     335.7    (feet)  VERTCON   
 BY1573  ___________________________________________________________________
 BY1573  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY1573
 BY1573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1573
 BY1573.The horizontal coordinates were scaled from a topographic map and have
 BY1573.an estimated accuracy of +/- 6 seconds.
 BY1573
 BY1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1573.The vertical order pertains to the NGVD 29 superseded value.
 BY1573
 BY1573.The geoid height was determined by GEOID03.
 BY1573
 BY1573;                    North         East    Units  Estimated Accuracy
 BY1573;SPC TX C     - 3,186,990.    1,173,270.      MT  (+/- 180 meters Scaled)
 BY1573
 BY1573                          SUPERSEDED SURVEY CONTROL
 BY1573
 BY1573  NGVD 29 (??/??/92)  102.320  (m)          335.69   (f) ADJ UNCH    2 0
 BY1573
 BY1573.Superseded values are not recommended for survey control.
 BY1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1573.See file dsdata.txt to determine how the superseded data were derived.
 BY1573
 BY1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ750606(NAD 83)
 BY1573_MARKER: Z = SEE DESCRIPTION
 BY1573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1573_SP_SET: TREE
 BY1573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1573
 BY1573  HISTORY     - Date     Condition        Report By
 BY1573  HISTORY     - UNK      MONUMENTED       USGS
 BY1573  HISTORY     - 1948     GOOD             NGS
 BY1573
 BY1573                          STATION DESCRIPTION
 BY1573
 BY1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1573'7.35 MI SE FROM CROCKETT.
 BY1573'7.35 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE HOUSTON
 BY1573'COUNTY COURTHOUSE AT CROCKETT, DRIVEN INTO A ROOT ON THE NORTH SIDE OF
 BY1573'A 36-INCH OAK TREE WHICH IS DIRECTLY IN FRONT OF THE ENTRANCE TO THE
 BY1573'HOPEWELL SCHOOL BUILDING (COLORED) 95.1 FEET NORTHEAST OF THE CENTER
 BY1573'OF THE BOTTOM STEP LEADING TO THE ENTRANCE TO THE BUILDING, 43.5 FEET
 BY1573'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT ABOVE THE
 BY1573'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0822 ***********************************************************************
 FL0822  DESIGNATION -  3363.17
 FL0822  PID         -  FL0822
 FL0822  STATE/COUNTY-  TX/CARSON
 FL0822  USGS QUAD   -  MC BRIDE (1978)
 FL0822
 FL0822                         *CURRENT SURVEY CONTROL
 FL0822  ___________________________________________________________________
 FL0822* NAD 83(1986)-  35 33 23.     (N)    101 27 31.     (W)     SCALED    
 FL0822* NAVD 88     -      1018.024  (meters)    3339.97   (feet)  ADJUSTED  
 FL0822  ___________________________________________________________________
 FL0822  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 FL0822  DYNAMIC HT  -        1016.857 (meters)    3336.14  (feet)  COMP
 FL0822  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 FL0822
 FL0822  VERT ORDER  -  SECOND    CLASS 0
 FL0822
 FL0822.The horizontal coordinates were scaled from a topographic map and have
 FL0822.an estimated accuracy of +/- 6 seconds.
 FL0822
 FL0822.The orthometric height was determined by differential leveling
 FL0822.and adjusted by the National Geodetic Survey in June 1991..
 FL0822
 FL0822.The geoid height was determined by GEOID03.
 FL0822
 FL0822.The dynamic height is computed by dividing the NAVD 88
 FL0822.geopotential number by the normal gravity value computed on the
 FL0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0822.degrees latitude (g = 980.6199 gals.).
 FL0822
 FL0822.The modeled gravity was interpolated from observed gravity values.
 FL0822
 FL0822;                    North         East    Units  Estimated Accuracy
 FL0822;SPC TX N     - 1,172,660.      203,750.      MT  (+/- 180 meters Scaled)
 FL0822
 FL0822                          SUPERSEDED SURVEY CONTROL
 FL0822
 FL0822  NGVD 29 (??/??/92) 1017.540  (m)         3338.38   (f) ADJ UNCH    2 0
 FL0822
 FL0822.Superseded values are not recommended for survey control.
 FL0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0822.See file dsdata.txt to determine how the superseded data were derived.
 FL0822
 FL0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE771375(NAD 83)
 FL0822_MARKER: B = BOLT
 FL0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0822+STABILITY: SURFACE MOTION
 FL0822
 FL0822  HISTORY     - Date     Condition        Report By
 FL0822  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0822  HISTORY     - 1935     GOOD             NGS
 FL0822
 FL0822                          STATION DESCRIPTION
 FL0822
 FL0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0822'8.7 MI SE FROM BORGER.
 FL0822'8.7 MILES SOUTHEAST OF P. AND S. F. R. R. DEPOT.  ALONG PANHANDLE AND
 FL0822'SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, ALONG EAST
 FL0822'RIGHT-OF-WAY FENCE 50 FEET SOUTH OF MILE POST 19, 100 FEET EAST OF
 FL0822'EAST RAIL, AND 6 INCHES WEST OF RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0184 ***********************************************************************
 BP0184  DESIGNATION -  3365 USGS
 BP0184  PID         -  BP0184
 BP0184  STATE/COUNTY-  TX/PECOS
 BP0184  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0184
 BP0184                         *CURRENT SURVEY CONTROL
 BP0184  ___________________________________________________________________
 BP0184* NAD 83(1986)-  30 33 27.     (N)    102 33 10.     (W)     SCALED    
 BP0184* NAVD 88     -      1025.226  (meters)    3363.60   (feet)  ADJUSTED  
 BP0184  ___________________________________________________________________
 BP0184  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BP0184  DYNAMIC HT  -        1023.634 (meters)    3358.37  (feet)  COMP
 BP0184  MODELED GRAV-     979,053.7   (mgal)                       NAVD 88
 BP0184
 BP0184  VERT ORDER  -  FIRST     CLASS II
 BP0184
 BP0184.The horizontal coordinates were scaled from a topographic map and have
 BP0184.an estimated accuracy of +/- 6 seconds.
 BP0184
 BP0184.The orthometric height was determined by differential leveling
 BP0184.and adjusted by the National Geodetic Survey in June 1991..
 BP0184
 BP0184.The geoid height was determined by GEOID03.
 BP0184
 BP0184.The dynamic height is computed by dividing the NAVD 88
 BP0184.geopotential number by the normal gravity value computed on the
 BP0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0184.degrees latitude (g = 980.6199 gals.).
 BP0184
 BP0184.The modeled gravity was interpolated from observed gravity values.
 BP0184
 BP0184;                    North         East    Units  Estimated Accuracy
 BP0184;SPC TX C     - 3,100,880.      487,090.      MT  (+/- 180 meters Scaled)
 BP0184
 BP0184                          SUPERSEDED SURVEY CONTROL
 BP0184
 BP0184  NGVD 29 (??/??/92) 1024.950  (m)         3362.69   (f) ADJ UNCH    1 2
 BP0184
 BP0184.Superseded values are not recommended for survey control.
 BP0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0184.See file dsdata.txt to determine how the superseded data were derived.
 BP0184
 BP0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP347831(NAD 83)
 BP0184_MARKER: DD = SURVEY DISK
 BP0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0184_STAMPING: ELEV 3362.759 FT 1920
 BP0184_MARK LOGO: USGS  
 BP0184_PROJECTION: PROJECTING 15 CENTIMETERS
 BP0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0184
 BP0184  HISTORY     - Date     Condition        Report By
 BP0184  HISTORY     - 1920     MONUMENTED       USGS
 BP0184  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0184  HISTORY     - 1981     GOOD             NGS
 BP0184
 BP0184                          STATION DESCRIPTION
 BP0184
 BP0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0184'29.8 MI SE FROM FORT STOCKTON.
 BP0184'ABOUT 1 MILE NORTHEAST OF THE HIGHWAY, AT THE OLD RACHAL RANCH, AND
 BP0184'100 FEET NORTH OF THE WEST END OF A TANK AT THE CORRAL GATE.  A UNITED
 BP0184'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED ELEV 3362.759 FT 1920
 BP0184'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 BP0184
 BP0184                          STATION RECOVERY (1981)
 BP0184
 BP0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0184'48.4 KM (30.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0184'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, THENCE 0.8 KM
 BP0184'(0.5 MI) EAST ALONG A GRAVELED ROAD LEADING TO THE CERF RANCH,
 BP0184'30.5 METERS (100.1 FT) NORTH OF A WATER TANK, 11.0 METERS
 BP0184'(36.1 FT) NORTH OF THE CENTER OF A ROAD AND GATE AND 7.8 METERS
 BP0184'(25.6 FT) NORTH-NORTHEAST OF A FENCE CORNER.
 BP0184'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0006 ***********************************************************************
 BY0006  DESIGNATION -  337.72
 BY0006  PID         -  BY0006
 BY0006  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0006  USGS QUAD   -  SAN AUGUSTINE EAST (1984)
 BY0006
 BY0006                         *CURRENT SURVEY CONTROL
 BY0006  ___________________________________________________________________
 BY0006* NAD 83(1986)-  31 33 54.     (N)    094 06 43.     (W)     SCALED    
 BY0006* NAVD 88     -       103.08   (+/-2cm)     338.2    (feet)  VERTCON   
 BY0006  ___________________________________________________________________
 BY0006  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY0006
 BY0006  VERT ORDER  -  ? (See Below)
 BY0006
 BY0006.The horizontal coordinates were scaled from a topographic map and have
 BY0006.an estimated accuracy of +/- 6 seconds.
 BY0006
 BY0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0006.The vertical order pertains to the NGVD 29 superseded value.
 BY0006
 BY0006.The geoid height was determined by GEOID03.
 BY0006
 BY0006;                    North         East    Units  Estimated Accuracy
 BY0006;SPC TX C     - 3,226,960.    1,290,290.      MT  (+/- 180 meters Scaled)
 BY0006
 BY0006                          SUPERSEDED SURVEY CONTROL
 BY0006
 BY0006  NGVD 29 (??/??/92)  103.113  (m)          338.30   (f) ADJ UNCH    ?  
 BY0006
 BY0006.Superseded values are not recommended for survey control.
 BY0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0006.See file dsdata.txt to determine how the superseded data were derived.
 BY0006
 BY0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ944927(NAD 83)
 BY0006_MARKER: DD = SURVEY DISK
 BY0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0006_SP_SET: RAIL
 BY0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0006
 BY0006  HISTORY     - Date     Condition        Report By
 BY0006  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0006  HISTORY     - 1932     GOOD             NGS
 BY0006  HISTORY     - 1934     GOOD             NGS
 BY0006
 BY0006                          STATION DESCRIPTION
 BY0006
 BY0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0006'2.5 MI N FROM SAN AUGUSTINE.
 BY0006'2.5 MILES NORTH OF THE STATION AT SAN AUGUSTINE ON THE G.C. AND
 BY0006'S.F.R.R., VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION
 BY0006'337.72 FEET, 30 FEET WEST OF THE TRACK, 3 FEET WEST OF MILE POLE NO.
 BY0006'123, 50 FEET SOUTHWEST OF MILE RAIL NO. 123.
 BY0006
 BY0006                          STATION RECOVERY (1934)
 BY0006
 BY0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0217 ***********************************************************************
 DM0217  DESIGNATION -  338
 DM0217  PID         -  DM0217
 DM0217  STATE/COUNTY-  TX/CASS
 DM0217  USGS QUAD   -  ATLANTA NORTH (1969)
 DM0217
 DM0217                         *CURRENT SURVEY CONTROL
 DM0217  ___________________________________________________________________
 DM0217* NAD 83(1986)-  33 10 47.     (N)    094 09 06.     (W)     SCALED    
 DM0217* NAVD 88     -       103.008  (meters)     337.95   (feet)  ADJUSTED  
 DM0217  ___________________________________________________________________
 DM0217  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DM0217  DYNAMIC HT  -         102.897 (meters)     337.59  (feet)  COMP
 DM0217  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 DM0217
 DM0217  VERT ORDER  -  SECOND    CLASS 0
 DM0217
 DM0217.The horizontal coordinates were scaled from a topographic map and have
 DM0217.an estimated accuracy of +/- 6 seconds.
 DM0217
 DM0217.The orthometric height was determined by differential leveling
 DM0217.and adjusted by the National Geodetic Survey in June 1991..
 DM0217
 DM0217.The geoid height was determined by GEOID03.
 DM0217
 DM0217.The dynamic height is computed by dividing the NAVD 88
 DM0217.geopotential number by the normal gravity value computed on the
 DM0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0217.degrees latitude (g = 980.6199 gals.).
 DM0217
 DM0217.The modeled gravity was interpolated from observed gravity values.
 DM0217
 DM0217;                    North         East    Units  Estimated Accuracy
 DM0217;SPC TXNC     - 2,176,170.    1,005,370.      MT  (+/- 180 meters Scaled)
 DM0217
 DM0217                          SUPERSEDED SURVEY CONTROL
 DM0217
 DM0217  NGVD 29 (??/??/92)  103.038  (m)          338.05   (f) ADJ UNCH    2 0
 DM0217
 DM0217.Superseded values are not recommended for survey control.
 DM0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0217.See file dsdata.txt to determine how the superseded data were derived.
 DM0217
 DM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS926718(NAD 83)
 DM0217_MARKER: P = PIPE CAP
 DM0217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0217_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0217_STAMPING: 338.051 ADJ 1903
 DM0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0217
 DM0217  HISTORY     - Date     Condition        Report By
 DM0217  HISTORY     - 1903     MONUMENTED       USGS
 DM0217  HISTORY     - 1934     GOOD             NGS
 DM0217
 DM0217                          STATION DESCRIPTION
 DM0217
 DM0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0217'1.9 MI N FROM QUEEN CITY.
 DM0217'ABOUT 1.9 MILES NORTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM QUEEN
 DM0217'CITY, CASS COUNTY, ABOUT 150 FEET NORTH OF THE STATION SIGNBOARD AT
 DM0217'LANARK, 12 FEET SOUTH OF THE SECOND POLE NORTH OF MILEPOST 19, 17 FEET
 DM0217'NORTH OF A DIRT-ROAD CROSSING, ABOUT 40 FEET EAST OF THE CENTER LINE
 DM0217'OF THE TRACK, AND AT THE NORTHEAST FENCE CORNER.  A UNITED STATES
 DM0217'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 338.051 ADJ 1903 AND RIVETED
 DM0217'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0830 ***********************************************************************
 FL0830  DESIGNATION -  3385.8
 FL0830  PID         -  FL0830
 FL0830  STATE/COUNTY-  TX/CARSON
 FL0830  USGS QUAD   -  DEAL (1953)
 FL0830
 FL0830                         *CURRENT SURVEY CONTROL
 FL0830  ___________________________________________________________________
 FL0830* NAD 83(1986)-  35 30 53.     (N)    101 30 30.     (W)     SCALED    
 FL0830* NAVD 88     -      1032.484  (meters)    3387.41   (feet)  ADJUSTED  
 FL0830  ___________________________________________________________________
 FL0830  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 FL0830  DYNAMIC HT  -        1031.287 (meters)    3383.48  (feet)  COMP
 FL0830  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 FL0830
 FL0830  VERT ORDER  -  SECOND    CLASS 0
 FL0830
 FL0830.The horizontal coordinates were scaled from a topographic map and have
 FL0830.an estimated accuracy of +/- 6 seconds.
 FL0830
 FL0830.The orthometric height was determined by differential leveling
 FL0830.and adjusted by the National Geodetic Survey in June 1991..
 FL0830
 FL0830.The geoid height was determined by GEOID03.
 FL0830
 FL0830.The dynamic height is computed by dividing the NAVD 88
 FL0830.geopotential number by the normal gravity value computed on the
 FL0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0830.degrees latitude (g = 980.6199 gals.).
 FL0830
 FL0830.The modeled gravity was interpolated from observed gravity values.
 FL0830
 FL0830;                    North         East    Units  Estimated Accuracy
 FL0830;SPC TX N     - 1,168,040.      199,240.      MT  (+/- 180 meters Scaled)
 FL0830
 FL0830                          SUPERSEDED SURVEY CONTROL
 FL0830
 FL0830  NGVD 29 (??/??/92) 1031.987  (m)         3385.78   (f) ADJ UNCH    2 0
 FL0830
 FL0830.Superseded values are not recommended for survey control.
 FL0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0830.See file dsdata.txt to determine how the superseded data were derived.
 FL0830
 FL0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE725330(NAD 83)
 FL0830_MARKER: Z = SEE DESCRIPTION
 FL0830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0830_SP_SET: CONCRETE MASS
 FL0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0830
 FL0830  HISTORY     - Date     Condition        Report By
 FL0830  HISTORY     - UNK      MONUMENTED       USGS
 FL0830  HISTORY     - 1935     GOOD             NGS
 FL0830
 FL0830                          STATION DESCRIPTION
 FL0830
 FL0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0830'15.8 MI SW FROM BORGER.
 FL0830'9.5 MILES SOUTH AND 6.3 MILES WEST OF POST OFFICE AT CROSSING OF
 FL0830'TELEPHONE LINE THE NORTH SOUTH FENCE LINE 27 FEET SOUTH OF
 FL0830'CATTLEGUARD, 0.7 MILES WEST OF P.L.S.F. RAILROAD.  TO REACH FROM
 FL0830'BORGER GO SOUTH 9.5 MILES FROM POST OFFICE ALONG HIGHWAY TO PANHANDLE
 FL0830'TURN WEST AND FOLLOW TELEPHONE LINE AND PIPE LINE 5.6 MILES TO P. AND
 FL0830'S. F. R. Y., THEN FOLLOW TELEPHONE LINE ACROSS RAILROAD 0.7 MILES
 FL0830'FURTHER WEST TO N-S FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0029 ***********************************************************************
 BP0029  DESIGNATION -  3398
 BP0029  PID         -  BP0029
 BP0029  STATE/COUNTY-  TX/PECOS
 BP0029  USGS QUAD   -  BIG CANYON RANCH SW (1969)
 BP0029
 BP0029                         *CURRENT SURVEY CONTROL
 BP0029  ___________________________________________________________________
 BP0029* NAD 83(1986)-  30 20 21.     (N)    102 25 58.     (W)     SCALED    
 BP0029* NAVD 88     -      1035.686  (meters)    3397.91   (feet)  POSTED    
 BP0029  ___________________________________________________________________
 BP0029  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 BP0029  DYNAMIC HT  -        1034.080 (meters)    3392.64  (feet)  COMP
 BP0029  MODELED GRAV-     979,052.4   (mgal)                       NAVD 88
 BP0029
 BP0029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0029
 BP0029.The horizontal coordinates were scaled from a topographic map and have
 BP0029.an estimated accuracy of +/- 6 seconds.
 BP0029
 BP0029.The orthometric height was determined by differential leveling
 BP0029.and adjusted by the National Geodetic Survey in 1992..
 BP0029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0029.rate of 0.0 thru 1.0 mm/km.
 BP0029
 BP0029.The geoid height was determined by GEOID03.
 BP0029
 BP0029.The dynamic height is computed by dividing the NAVD 88
 BP0029.geopotential number by the normal gravity value computed on the
 BP0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0029.degrees latitude (g = 980.6199 gals.).
 BP0029
 BP0029.The modeled gravity was interpolated from observed gravity values.
 BP0029
 BP0029;                    North         East    Units  Estimated Accuracy
 BP0029;SPC TX C     - 3,076,460.      498,150.      MT  (+/- 180 meters Scaled)
 BP0029
 BP0029                          SUPERSEDED SURVEY CONTROL
 BP0029
 BP0029  NGVD 29 (??/??/92) 1035.403  (m)         3396.98   (f) ADJ UNCH    1 2
 BP0029
 BP0029.Superseded values are not recommended for survey control.
 BP0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0029.See file dsdata.txt to determine how the superseded data were derived.
 BP0029
 BP0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP467591(NAD 83)
 BP0029_MARKER: DD = SURVEY DISK
 BP0029_SETTING: 66 = SET IN ROCK OUTCROP
 BP0029_SP_SET: BEDROCK
 BP0029_STAMPING: 3398 1920
 BP0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0029+STABILITY: POSITION/ELEVATION WELL
 BP0029
 BP0029  HISTORY     - Date     Condition        Report By
 BP0029  HISTORY     - 1920     MONUMENTED       USGS
 BP0029  HISTORY     - 1933     GOOD             NGS
 BP0029  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0029
 BP0029                          STATION DESCRIPTION
 BP0029
 BP0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BP0029'14.7 MI NW FROM SANDERSON.
 BP0029'14.7 MILES NORTHWEST OF, AT TOP OF DIVIDE, 18 FEET WEST OF HIGHWAY,
 BP0029'0.3 MILES SOUTHEAST OF SHEFFIELD ROAD.  NOTE-- HIGHWAY CONSTR. IN
 BP0029'AREA.
 BP0029
 BP0029                          STATION RECOVERY (1958)
 BP0029
 BP0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0206 ***********************************************************************
 DQ0206  DESIGNATION -  34
 DQ0206  PID         -  DQ0206
 DQ0206  STATE/COUNTY-  TX/HOCKLEY
 DQ0206  USGS QUAD   -  WHITEFACE (1965)
 DQ0206
 DQ0206                         *CURRENT SURVEY CONTROL
 DQ0206  ___________________________________________________________________
 DQ0206* NAD 83(1986)-  33 35 43.     (N)    102 31 25.     (W)     SCALED    
 DQ0206* NAVD 88     -      1103.030  (meters)    3618.86   (feet)  ADJUSTED  
 DQ0206  ___________________________________________________________________
 DQ0206  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 DQ0206  DYNAMIC HT  -        1101.583 (meters)    3614.11  (feet)  COMP
 DQ0206  MODELED GRAV-     979,286.0   (mgal)                       NAVD 88
 DQ0206
 DQ0206  VERT ORDER  -  SECOND    CLASS 0
 DQ0206
 DQ0206.The horizontal coordinates were scaled from a topographic map and have
 DQ0206.an estimated accuracy of +/- 6 seconds.
 DQ0206
 DQ0206.The orthometric height was determined by differential leveling
 DQ0206.and adjusted by the National Geodetic Survey in June 1991..
 DQ0206
 DQ0206.The geoid height was determined by GEOID03.
 DQ0206
 DQ0206.The dynamic height is computed by dividing the NAVD 88
 DQ0206.geopotential number by the normal gravity value computed on the
 DQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0206.degrees latitude (g = 980.6199 gals.).
 DQ0206
 DQ0206.The modeled gravity was interpolated from observed gravity values.
 DQ0206
 DQ0206;                    North         East    Units  Estimated Accuracy
 DQ0206;SPC TXNC     - 2,221,020.      226,650.      MT  (+/- 180 meters Scaled)
 DQ0206
 DQ0206                          SUPERSEDED SURVEY CONTROL
 DQ0206
 DQ0206  NGVD 29 (??/??/92) 1102.622  (m)         3617.52   (f) ADJ UNCH    2 0
 DQ0206
 DQ0206.Superseded values are not recommended for survey control.
 DQ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0206.See file dsdata.txt to determine how the superseded data were derived.
 DQ0206
 DQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT297200(NAD 83)
 DQ0206_MARKER: B = BOLT
 DQ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0206+STABILITY: SURFACE MOTION
 DQ0206
 DQ0206  HISTORY     - Date     Condition        Report By
 DQ0206  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0206  HISTORY     - 1934     GOOD             NGS
 DQ0206
 DQ0206                          STATION DESCRIPTION
 DQ0206
 DQ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0206'8.3 MI W FROM LEVELLAND.
 DQ0206'8.3 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0206'STATION AT LEVELLAND, HOCKLEY COUNTY, 275 FEET EAST OF A JOG IN THE
 DQ0206'NORTH RIGHT-OF-WAY FENCE, 105 FEET NORTH OF MILEPOST 34, 50 FEET NORTH
 DQ0206'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 DQ0206'FENCE.  A TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1330 ***********************************************************************
 FL1330  DESIGNATION -  34
 FL1330  PID         -  FL1330
 FL1330  STATE/COUNTY-  TX/MOORE
 FL1330  USGS QUAD   -  MARSH (1953)
 FL1330
 FL1330                         *CURRENT SURVEY CONTROL
 FL1330  ___________________________________________________________________
 FL1330* NAD 83(1986)-  35 37 25.     (N)    101 58 19.     (W)     SCALED    
 FL1330* NAVD 88     -      1133.424  (meters)    3718.58   (feet)  ADJUSTED  
 FL1330  ___________________________________________________________________
 FL1330  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1330  DYNAMIC HT  -        1132.096 (meters)    3714.22  (feet)  COMP
 FL1330  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 FL1330
 FL1330  VERT ORDER  -  SECOND    CLASS 0
 FL1330
 FL1330.The horizontal coordinates were scaled from a topographic map and have
 FL1330.an estimated accuracy of +/- 6 seconds.
 FL1330
 FL1330.The orthometric height was determined by differential leveling
 FL1330.and adjusted by the National Geodetic Survey in June 1991..
 FL1330
 FL1330.The geoid height was determined by GEOID03.
 FL1330
 FL1330.The dynamic height is computed by dividing the NAVD 88
 FL1330.geopotential number by the normal gravity value computed on the
 FL1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1330.degrees latitude (g = 980.6199 gals.).
 FL1330
 FL1330.The modeled gravity was interpolated from observed gravity values.
 FL1330
 FL1330;                    North         East    Units  Estimated Accuracy
 FL1330;SPC TX N     - 1,180,220.      157,250.      MT  (+/- 180 meters Scaled)
 FL1330
 FL1330                          SUPERSEDED SURVEY CONTROL
 FL1330
 FL1330  NGVD 29 (??/??/92) 1132.877  (m)         3716.78   (f) ADJ UNCH    2 0
 FL1330
 FL1330.Superseded values are not recommended for survey control.
 FL1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1330.See file dsdata.txt to determine how the superseded data were derived.
 FL1330
 FL1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE308462(NAD 83)
 FL1330_MARKER: B = BOLT
 FL1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1330+STABILITY: SURFACE MOTION
 FL1330
 FL1330  HISTORY     - Date     Condition        Report By
 FL1330  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1330  HISTORY     - 1934     GOOD             NGS
 FL1330
 FL1330                          STATION DESCRIPTION
 FL1330
 FL1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1330'18.0 MI SE FROM DUMAS.
 FL1330'18.0 MILES SE OF AND ALONG THE S.F.R.R. OPPOSITE MILE POST 34.  48 FT.
 FL1330'N OF CENTER OF TRACK.  2 FT. S OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0009 ***********************************************************************
 DN0009  DESIGNATION -  34
 DN0009  PID         -  DN0009
 DN0009  STATE/COUNTY-  TX/GRAYSON
 DN0009  USGS QUAD   -  AMBROSE (1984)
 DN0009
 DN0009                         *CURRENT SURVEY CONTROL
 DN0009  ___________________________________________________________________
 DN0009* NAD 83(1986)-  33 37 46.     (N)    096 24 47.     (W)     SCALED    
 DN0009* NAVD 88     -       190.494  (meters)     624.98   (feet)  ADJUSTED  
 DN0009  ___________________________________________________________________
 DN0009  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DN0009  DYNAMIC HT  -         190.290 (meters)     624.31  (feet)  COMP
 DN0009  MODELED GRAV-     979,563.0   (mgal)                       NAVD 88
 DN0009
 DN0009  VERT ORDER  -  FIRST     CLASS II
 DN0009
 DN0009.The horizontal coordinates were scaled from a topographic map and have
 DN0009.an estimated accuracy of +/- 6 seconds.
 DN0009
 DN0009.The orthometric height was determined by differential leveling
 DN0009.and adjusted by the National Geodetic Survey in June 1991..
 DN0009
 DN0009.The geoid height was determined by GEOID03.
 DN0009
 DN0009.The dynamic height is computed by dividing the NAVD 88
 DN0009.geopotential number by the normal gravity value computed on the
 DN0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0009.degrees latitude (g = 980.6199 gals.).
 DN0009
 DN0009.The modeled gravity was interpolated from observed gravity values.
 DN0009
 DN0009;                    North         East    Units  Estimated Accuracy
 DN0009;SPC TXNC     - 2,219,580.      793,610.      MT  (+/- 180 meters Scaled)
 DN0009
 DN0009                          SUPERSEDED SURVEY CONTROL
 DN0009
 DN0009  NGVD 29 (??/??/92)  190.480  (m)          624.93   (f) ADJ UNCH    1 2
 DN0009
 DN0009.Superseded values are not recommended for survey control.
 DN0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0009.See file dsdata.txt to determine how the superseded data were derived.
 DN0009
 DN0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC399240(NAD 83)
 DN0009_MARKER: S = SPIKE
 DN0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0009_SP_SET: CULVERT
 DN0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0009
 DN0009  HISTORY     - Date     Condition        Report By
 DN0009  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0009  HISTORY     - 1933     GOOD             NGS
 DN0009  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0009
 DN0009                          STATION DESCRIPTION
 DN0009
 DN0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0009'1.5 MI N FROM BELLS.
 DN0009'1.5 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0009'BELLS, GRAYSON COUNTY, 800 FEET NORTH OF MILEPOST 673, AT A CONCRETE
 DN0009'CULVERT, AND IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL. A
 DN0009'RAILROAD SPIKE.
 DN0009
 DN0009                          STATION RECOVERY (1986)
 DN0009
 DN0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1827 ***********************************************************************
 BK1827  DESIGNATION -  34 ATSFRR
 BK1827  PID         -  BK1827
 BK1827  STATE/COUNTY-  TX/JASPER
 BK1827  USGS QUAD   -  BUNA (1984)
 BK1827
 BK1827                         *CURRENT SURVEY CONTROL
 BK1827  ___________________________________________________________________
 BK1827* NAD 83(1986)-  30 25 09.     (N)    093 59 36.     (W)     SCALED    
 BK1827* NAVD 88     -        18.28   (+/-2cm)      60.0    (feet)  VERTCON   
 BK1827  ___________________________________________________________________
 BK1827  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1827
 BK1827  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1827
 BK1827.The horizontal coordinates were scaled from a topographic map and have
 BK1827.an estimated accuracy of +/- 6 seconds.
 BK1827
 BK1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1827.The vertical order pertains to the NGVD 29 superseded value.
 BK1827
 BK1827.The geoid height was determined by GEOID03.
 BK1827
 BK1827;                    North         East    Units  Estimated Accuracy
 BK1827;SPC TX C     - 3,100,770.    1,308,770.      MT  (+/- 180 meters Scaled)
 BK1827
 BK1827                          SUPERSEDED SURVEY CONTROL
 BK1827
 BK1827  NGVD 29 (??/??/??)   18.253  (m)           59.89   (f) ADJUSTED    2 0
 BK1827
 BK1827.Superseded values are not recommended for survey control.
 BK1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1827.See file dsdata.txt to determine how the superseded data were derived.
 BK1827
 BK1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP045656(NAD 83)
 BK1827_MARKER: Z = SEE DESCRIPTION
 BK1827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1827_SP_SET: RAIL
 BK1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1827
 BK1827  HISTORY     - Date     Condition        Report By
 BK1827  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1827  HISTORY     - 1935     GOOD             CGS
 BK1827
 BK1827                          STATION DESCRIPTION
 BK1827
 BK1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1827'2.1 MI SW FROM BUNA.
 BK1827'2.1 MI SW OF AND ALONG THE S F R R 8 FEET S OF CENTER OF TRACK AND
 BK1827'OPPOSITE MILEPOST 34. TOP OF A RAIL SET VERTICALLY IN
 BK1827'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0264 ***********************************************************************
 DO0264  DESIGNATION -  34 WA USGS
 DO0264  PID         -  DO0264
 DO0264  STATE/COUNTY-  TX/YOUNG
 DO0264  USGS QUAD   -  LAKE OLNEY (1964)
 DO0264
 DO0264                         *CURRENT SURVEY CONTROL
 DO0264  ___________________________________________________________________
 DO0264* NAD 83(1986)-  33 23 00.     (N)    098 50 18.     (W)     SCALED    
 DO0264* NAVD 88     -       389.724  (meters)    1278.62   (feet)  ADJUSTED  
 DO0264  ___________________________________________________________________
 DO0264  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DO0264  DYNAMIC HT  -         389.273 (meters)    1277.14  (feet)  COMP
 DO0264  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 DO0264
 DO0264  VERT ORDER  -  SECOND    CLASS 0
 DO0264
 DO0264.The horizontal coordinates were scaled from a topographic map and have
 DO0264.an estimated accuracy of +/- 6 seconds.
 DO0264
 DO0264.The orthometric height was determined by differential leveling
 DO0264.and adjusted by the National Geodetic Survey in June 1991..
 DO0264
 DO0264.The geoid height was determined by GEOID03.
 DO0264
 DO0264.The dynamic height is computed by dividing the NAVD 88
 DO0264.geopotential number by the normal gravity value computed on the
 DO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0264.degrees latitude (g = 980.6199 gals.).
 DO0264
 DO0264.The modeled gravity was interpolated from observed gravity values.
 DO0264
 DO0264;                    North         East    Units  Estimated Accuracy
 DO0264;SPC TXNC     - 2,190,410.      568,520.      MT  (+/- 180 meters Scaled)
 DO0264
 DO0264                          SUPERSEDED SURVEY CONTROL
 DO0264
 DO0264  NGVD 29 (??/??/92)  389.611  (m)         1278.25   (f) ADJ UNCH    2 0
 DO0264
 DO0264.Superseded values are not recommended for survey control.
 DO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0264.See file dsdata.txt to determine how the superseded data were derived.
 DO0264
 DO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB150937(NAD 83)
 DO0264_MARKER: DB = BENCH MARK DISK
 DO0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0264_STAMPING: TEX 34 WA 1926
 DO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0264+STABILITY: SURFACE MOTION
 DO0264
 DO0264  HISTORY     - Date     Condition        Report By
 DO0264  HISTORY     - 1926     MONUMENTED       USGS
 DO0264  HISTORY     - 1933     GOOD             NGS
 DO0264  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0264  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0264  HISTORY     - 20050416 GOOD             USPSQD
 DO0264
 DO0264                          STATION DESCRIPTION
 DO0264
 DO0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DO0264'5.0 MI W FROM OLNEY.
 DO0264'5 MILES WEST OF, ALONG HIGHWAY NO 24 AND 0.5 MILES SOUTH TO CROSS
 DO0264'ROAD. NOTE-- RD WORK IN AREA. NOTE-- ONLY DESC. AVAILABLE.
 DO0264
 DO0264                          STATION RECOVERY (1957)
 DO0264
 DO0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0264'MARK NOT FOUND.
 DO0264
 DO0264                          STATION RECOVERY (2001)
 DO0264
 DO0264'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0264'MARK NOT FOUND.
 DO0264
 DO0264                          STATION RECOVERY (2005)
 DO0264
 DO0264'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0295 ***********************************************************************
 BY0295  DESIGNATION -  340
 BY0295  PID         -  BY0295
 BY0295  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0295  USGS QUAD   -  CHINQUAPIN (1984)
 BY0295
 BY0295                         *CURRENT SURVEY CONTROL
 BY0295  ___________________________________________________________________
 BY0295* NAD 83(1986)-  31 26 00.     (N)    094 04 35.     (W)     SCALED    
 BY0295* NAVD 88     -       104.10   (+/-2cm)     341.5    (feet)  VERTCON   
 BY0295  ___________________________________________________________________
 BY0295  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BY0295
 BY0295  VERT ORDER  -  ? (See Below)
 BY0295
 BY0295.The horizontal coordinates were scaled from a topographic map and have
 BY0295.an estimated accuracy of +/- 6 seconds.
 BY0295
 BY0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0295.The vertical order pertains to the NGVD 29 superseded value.
 BY0295
 BY0295.The geoid height was determined by GEOID03.
 BY0295
 BY0295;                    North         East    Units  Estimated Accuracy
 BY0295;SPC TX C     - 3,212,570.    1,294,480.      MT  (+/- 180 meters Scaled)
 BY0295
 BY0295                          SUPERSEDED SURVEY CONTROL
 BY0295
 BY0295  NGVD 29 (??/??/92)  104.126  (m)          341.62   (f) ADJ UNCH    ?  
 BY0295
 BY0295.Superseded values are not recommended for survey control.
 BY0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0295.See file dsdata.txt to determine how the superseded data were derived.
 BY0295
 BY0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ977781(NAD 83)
 BY0295_MARKER: DD = SURVEY DISK
 BY0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0295_SP_SET: RAIL
 BY0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0295
 BY0295  HISTORY     - Date     Condition        Report By
 BY0295  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0295  HISTORY     - 1932     GOOD             NGS
 BY0295  HISTORY     - 1934     GOOD             NGS
 BY0295
 BY0295                          STATION DESCRIPTION
 BY0295
 BY0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0295'IN CONVILLE.
 BY0295'ON THE G.C. AND S.F.R.R., VERTICAL RAIL TENDING 1 FOOT ABOVE THE
 BY0295'GROUND, 30 FEET WEST OF THE TRACK, 4 FEET WEST OF MILE POLE NO. 112, 4
 BY0295'POLES NORTH OF THE STATION AT CONVILLE.
 BY0295
 BY0295                          STATION RECOVERY (1934)
 BY0295
 BY0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0197 ***********************************************************************
 BA0197  DESIGNATION -  3402
 BA0197  PID         -  BA0197
 BA0197  STATE/COUNTY-  TX/PRESIDIO
 BA0197  USGS QUAD   -  THE SOLITARIO (1971)
 BA0197
 BA0197                         *CURRENT SURVEY CONTROL
 BA0197  ___________________________________________________________________
 BA0197* NAD 83(1986)-  29 24 54.     (N)    103 51 46.     (W)     SCALED    
 BA0197* NAVD 88     -      1038.291  (meters)    3406.46   (feet)  POSTED    
 BA0197  ___________________________________________________________________
 BA0197  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BA0197  DYNAMIC HT  -        1036.570 (meters)    3400.81  (feet)  COMP
 BA0197  MODELED GRAV-     978,951.2   (mgal)                       NAVD 88
 BA0197
 BA0197  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0197
 BA0197.The horizontal coordinates were scaled from a topographic map and have
 BA0197.an estimated accuracy of +/- 6 seconds.
 BA0197
 BA0197.The orthometric height was determined by differential leveling
 BA0197.and adjusted by the National Geodetic Survey in 1992..
 BA0197.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0197.rate of 4.1 thru 8.0 mm/km.
 BA0197
 BA0197.The geoid height was determined by GEOID03.
 BA0197
 BA0197.The dynamic height is computed by dividing the NAVD 88
 BA0197.geopotential number by the normal gravity value computed on the
 BA0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0197.degrees latitude (g = 980.6199 gals.).
 BA0197
 BA0197.The modeled gravity was interpolated from observed gravity values.
 BA0197
 BA0197;                    North         East    Units  Estimated Accuracy
 BA0197;SPC TXSC     - 4,185,100.      128,280.      MT  (+/- 180 meters Scaled)
 BA0197
 BA0197                          SUPERSEDED SURVEY CONTROL
 BA0197
 BA0197  NGVD 29 (??/??/92) 1037.931  (m)         3405.28   (f) ADJ UNCH    1 2
 BA0197
 BA0197.Superseded values are not recommended for survey control.
 BA0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0197.See file dsdata.txt to determine how the superseded data were derived.
 BA0197
 BA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN103545(NAD 83)
 BA0197_MARKER: DD = SURVEY DISK
 BA0197_SETTING: 80 = SET IN A BOULDER
 BA0197_SP_SET: BOULDER
 BA0197_STAMPING: 3402 MARFA
 BA0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0197+STABILITY: SURFACE MOTION
 BA0197
 BA0197  HISTORY     - Date     Condition        Report By
 BA0197  HISTORY     - UNK      MONUMENTED       USGS
 BA0197  HISTORY     - 1958     GOOD             NGS
 BA0197
 BA0197                          STATION DESCRIPTION
 BA0197
 BA0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0197'7.25 MI NW FROM FRESNO MINE OFFICE.
 BA0197'ABOUT 0.9 MILE WEST ALONG A GRADED DIRT ROAD FROM THE FRESNO MINE
 BA0197'OFFICE, THENCE 4.05 MILES WEST ALONG A DIM TRACK ROAD, THENCE 0.4 MILE
 BA0197'NORTHWEST ALONG THE FRESNO CREEK BED, THENCE 1.9 MILES NORTHWEST ALONG
 BA0197'AN ABANDONED TRACK ROAD.  ABOUT 0.8 MILE SOUTHEAST OF B. M. M 749,
 BA0197'ABOUT 0.7 MILE SOUTHEAST OF WHERE THE TRACK ROAD LEAVES THE CREEK BED,
 BA0197'IN THE TOP OF A 4X6-FOOT BOULDER, 15 FEET SOUTHWEST OF THE CENTER LINE
 BA0197'OF THE ROAD, ABOUT 0.1 MILE SOUTHEAST OF THE CREEK, AND ABOUT 5 FEET
 BA0197'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0180 ***********************************************************************
 BP0180  DESIGNATION -  3402 USGS
 BP0180  PID         -  BP0180
 BP0180  STATE/COUNTY-  TX/PECOS
 BP0180  USGS QUAD   -  ROCK HOUSE DRAW NW (1980)
 BP0180
 BP0180                         *CURRENT SURVEY CONTROL
 BP0180  ___________________________________________________________________
 BP0180* NAD 83(1986)-  30 37 47.     (N)    102 39 57.     (W)     SCALED    
 BP0180* NAVD 88     -      1036.574  (meters)    3400.83   (feet)  ADJUSTED  
 BP0180  ___________________________________________________________________
 BP0180  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BP0180  DYNAMIC HT  -        1034.955 (meters)    3395.51  (feet)  COMP
 BP0180  MODELED GRAV-     979,044.3   (mgal)                       NAVD 88
 BP0180
 BP0180  VERT ORDER  -  FIRST     CLASS II
 BP0180
 BP0180.The horizontal coordinates were scaled from a topographic map and have
 BP0180.an estimated accuracy of +/- 6 seconds.
 BP0180
 BP0180.The orthometric height was determined by differential leveling
 BP0180.and adjusted by the National Geodetic Survey in June 1991..
 BP0180
 BP0180.The geoid height was determined by GEOID03.
 BP0180
 BP0180.The dynamic height is computed by dividing the NAVD 88
 BP0180.geopotential number by the normal gravity value computed on the
 BP0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0180.degrees latitude (g = 980.6199 gals.).
 BP0180
 BP0180.The modeled gravity was interpolated from observed gravity values.
 BP0180
 BP0180;                    North         East    Units  Estimated Accuracy
 BP0180;SPC TX C     - 3,109,100.      476,420.      MT  (+/- 180 meters Scaled)
 BP0180
 BP0180                          SUPERSEDED SURVEY CONTROL
 BP0180
 BP0180  NGVD 29 (??/??/92) 1036.264  (m)         3399.81   (f) ADJ UNCH    1 2
 BP0180
 BP0180.Superseded values are not recommended for survey control.
 BP0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0180.See file dsdata.txt to determine how the superseded data were derived.
 BP0180
 BP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP237908(NAD 83)
 BP0180_MARKER: DD = SURVEY DISK
 BP0180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0180_STAMPING: ELEV 3399.859 FT 1920
 BP0180_MARK LOGO: USGS  
 BP0180_PROJECTION: PROJECTING 30 CENTIMETERS
 BP0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0180
 BP0180  HISTORY     - Date     Condition        Report By
 BP0180  HISTORY     - 1920     MONUMENTED       USGS
 BP0180  HISTORY     - 1958     GOOD             NGS
 BP0180  HISTORY     - 1981     GOOD             NGS
 BP0180
 BP0180                          STATION DESCRIPTION
 BP0180
 BP0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0180'22.9 MI SE FROM FORT STOCKTON.
 BP0180'ABOUT 22.9 MILES SOUTHEAST ALONG U. S. HIGHWAY 285 FROM THE PANHANDLE
 BP0180'AND SANTA FE RAILWAY STATION AT FORT STOCKTON, 267 FEET WEST OF THE
 BP0180'CENTER LINE OF THE HIGHWAY, 193 FEET SOUTHEAST OF THE RIGHT OF WAY
 BP0180'FENCE, 270 FEET WEST-NORTHWEST OF A TEE FENCE CORNER, 284 FEET
 BP0180'NORTHWEST OF A FENCE, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 BP0180'AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT.
 BP0180
 BP0180                          STATION RECOVERY (1981)
 BP0180
 BP0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0180'35.4 KM (22.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0180'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 0.5 KM (0.3 MI)
 BP0180'SOUTHEAST OF A FIELD ROAD LEADING SOUTH, 0.2 KM (0.1 MI) NORTHEAST OF
 BP0180'A POWERLINE CROSSING, 86.6 METERS (284.1 FT) NORTHWEST OF A FENCE,
 BP0180'82.3 METERS (270.0 FT) NORTH-NORTHWEST OF A T-FENCE CORNER, 81.4
 BP0180'METERS (267.1 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 BP0180'0.8 METERS (2.6 FT) NORTHEAST OF A WOODEN WITNESS POST.
 BP0180'THE MARK IS 58.8 METERS  WSW FROM  A FENCE AND WITNESS POST
 BP0180'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0291 ***********************************************************************
 FM0291  DESIGNATION -  3406.6
 FM0291  PID         -  FM0291
 FM0291  STATE/COUNTY-  TX/OLDHAM
 FM0291  USGS QUAD   -  ROTTEN HILL (1966)
 FM0291
 FM0291                         *CURRENT SURVEY CONTROL
 FM0291  ___________________________________________________________________
 FM0291* NAD 83(1986)-  35 21 13.     (N)    102 14 02.     (W)     SCALED    
 FM0291* NAVD 88     -      1038.776  (meters)    3408.05   (feet)  ADJUSTED  
 FM0291  ___________________________________________________________________
 FM0291  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 FM0291  DYNAMIC HT  -        1037.548 (meters)    3404.02  (feet)  COMP
 FM0291  MODELED GRAV-     979,416.4   (mgal)                       NAVD 88
 FM0291
 FM0291  VERT ORDER  -  SECOND    CLASS 0
 FM0291
 FM0291.The horizontal coordinates were scaled from a topographic map and have
 FM0291.an estimated accuracy of +/- 6 seconds.
 FM0291
 FM0291.The orthometric height was determined by differential leveling
 FM0291.and adjusted by the National Geodetic Survey in June 1991..
 FM0291
 FM0291.The geoid height was determined by GEOID03.
 FM0291
 FM0291.The dynamic height is computed by dividing the NAVD 88
 FM0291.geopotential number by the normal gravity value computed on the
 FM0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0291.degrees latitude (g = 980.6199 gals.).
 FM0291
 FM0291.The modeled gravity was interpolated from observed gravity values.
 FM0291
 FM0291;                    North         East    Units  Estimated Accuracy
 FM0291;SPC TX N     - 1,150,410.      133,300.      MT  (+/- 180 meters Scaled)
 FM0291
 FM0291                          SUPERSEDED SURVEY CONTROL
 FM0291
 FM0291  NGVD 29 (??/??/92) 1038.301  (m)         3406.49   (f) ADJ UNCH    2 0
 FM0291
 FM0291.Superseded values are not recommended for survey control.
 FM0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0291.See file dsdata.txt to determine how the superseded data were derived.
 FM0291
 FM0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV513157(NAD 83)
 FM0291_MARKER: Z = SEE DESCRIPTION
 FM0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0291+STABILITY: SURFACE MOTION
 FM0291
 FM0291  HISTORY     - Date     Condition        Report By
 FM0291  HISTORY     - UNK      MONUMENTED       USGS
 FM0291  HISTORY     - 1935     GOOD             NGS
 FM0291  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0291
 FM0291                          STATION DESCRIPTION
 FM0291
 FM0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0291'18.0 MI N FROM WILDORADO.
 FM0291'18.0 MILES NORTH OF POST OFFICE BY ROAD AND TRAIL ALONG TRAIL BETWEEN
 FM0291'A POINT 16.4 MILES NORTH OF WILDORADO AND 13.7 MILES NORTHWEST OF
 FM0291'BUSHLAND, AT POINT WHERE TRAIL MAKES SHARP TURN AND CROSSES SANDY
 FM0291'DRAW, 100 FEET SOUTH OF SOUTH EDGE OF DRAW, 15 FEET EAST OF TRAIL.
 FM0291'FROM WILDORADO GO NORTH ON TRAIL TOWARD COTTONWOOD CAMP 14.6 MILES TO
 FM0291'ROAD FORK WHERE DIM ROAD MEETS GRADED ROAD AT WIRE GATE, TAKE DIM ROAD
 FM0291'EAST 3.4 MILES.
 FM0291
 FM0291                          STATION RECOVERY (1966)
 FM0291
 FM0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0199 ***********************************************************************
 DM0199  DESIGNATION -  341
 DM0199  PID         -  DM0199
 DM0199  STATE/COUNTY-  TX/BOWIE
 DM0199  USGS QUAD   -  TEXARKANA (1975)
 DM0199
 DM0199                         *CURRENT SURVEY CONTROL
 DM0199  ___________________________________________________________________
 DM0199* NAD 83(1986)-  33 23 54.     (N)    094 06 39.     (W)     SCALED    
 DM0199* NAVD 88     -       104.017  (meters)     341.26   (feet)  ADJUSTED  
 DM0199  ___________________________________________________________________
 DM0199  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0199  DYNAMIC HT  -         103.906 (meters)     340.90  (feet)  COMP
 DM0199  MODELED GRAV-     979,570.9   (mgal)                       NAVD 88
 DM0199
 DM0199  VERT ORDER  -  SECOND    CLASS 0
 DM0199
 DM0199.The horizontal coordinates were scaled from a topographic map and have
 DM0199.an estimated accuracy of +/- 6 seconds.
 DM0199
 DM0199.The orthometric height was determined by differential leveling
 DM0199.and adjusted by the National Geodetic Survey in June 1991..
 DM0199
 DM0199.The geoid height was determined by GEOID03.
 DM0199
 DM0199.The dynamic height is computed by dividing the NAVD 88
 DM0199.geopotential number by the normal gravity value computed on the
 DM0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0199.degrees latitude (g = 980.6199 gals.).
 DM0199
 DM0199.The modeled gravity was interpolated from observed gravity values.
 DM0199
 DM0199;                    North         East    Units  Estimated Accuracy
 DM0199;SPC TXNC     - 2,200,550.    1,008,170.      MT  (+/- 180 meters Scaled)
 DM0199
 DM0199                          SUPERSEDED SURVEY CONTROL
 DM0199
 DM0199  NGVD 29 (??/??/92)  104.033  (m)          341.31   (f) ADJ UNCH    2 0
 DM0199
 DM0199.Superseded values are not recommended for survey control.
 DM0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0199.See file dsdata.txt to determine how the superseded data were derived.
 DM0199
 DM0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS966959(NAD 83)
 DM0199_MARKER: P = PIPE CAP
 DM0199_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0199_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0199_STAMPING: 1905 341 ADJ 1903
 DM0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0199
 DM0199  HISTORY     - Date     Condition        Report By
 DM0199  HISTORY     - 1903     MONUMENTED       USGS
 DM0199  HISTORY     - 1934     GOOD             NGS
 DM0199  HISTORY     - 1935     GOOD             NGS
 DM0199  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0199
 DM0199                          STATION DESCRIPTION
 DM0199
 DM0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0199'3.3 MI W FROM TEXARKANA.
 DM0199'ABOUT 0.5 MILES EAST OF EYLAU STATION.  AT 29TH TELEGRAPH POST WEST OF
 DM0199'MILEPOST 422.  IN FENCE CORNER NORTHWEST OF ROAD CROSSING.  49 FEET
 DM0199'NORTH OF TRACK.  ABOUT 0.2 MILES EAST OF OLD T.P. DUMP ROAD.  3 INCH
 DM0199'IRON POST.
 DM0199
 DM0199                          STATION RECOVERY (1935)
 DM0199
 DM0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0199'RECOVERED IN GOOD CONDITION.
 DM0199
 DM0199                          STATION RECOVERY (1997)
 DM0199
 DM0199'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0274 ***********************************************************************
 CA0274  DESIGNATION -  341 GCSFRC
 CA0274  PID         -  CA0274
 CA0274  STATE/COUNTY-  TX/BROWN
 CA0274  USGS QUAD   -  ZEPHYR (1979)
 CA0274
 CA0274                         *CURRENT SURVEY CONTROL
 CA0274  ___________________________________________________________________
 CA0274* NAD 83(1986)-  31 42 35.     (N)    098 51 52.     (W)     SCALED    
 CA0274* NAVD 88     -       440.579  (meters)    1445.47   (feet)  ADJUSTED  
 CA0274  ___________________________________________________________________
 CA0274  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CA0274  DYNAMIC HT  -         440.005 (meters)    1443.58  (feet)  COMP
 CA0274  MODELED GRAV-     979,322.8   (mgal)                       NAVD 88
 CA0274
 CA0274  VERT ORDER  -  FIRST     CLASS II
 CA0274
 CA0274.The horizontal coordinates were scaled from a topographic map and have
 CA0274.an estimated accuracy of +/- 6 seconds.
 CA0274
 CA0274.The orthometric height was determined by differential leveling
 CA0274.and adjusted by the National Geodetic Survey in June 1991..
 CA0274
 CA0274.The geoid height was determined by GEOID03.
 CA0274
 CA0274.The dynamic height is computed by dividing the NAVD 88
 CA0274.geopotential number by the normal gravity value computed on the
 CA0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0274.degrees latitude (g = 980.6199 gals.).
 CA0274
 CA0274.The modeled gravity was interpolated from observed gravity values.
 CA0274
 CA0274;                    North         East    Units  Estimated Accuracy
 CA0274;SPC TX C     - 3,227,410.      839,230.      MT  (+/- 180 meters Scaled)
 CA0274
 CA0274                          SUPERSEDED SURVEY CONTROL
 CA0274
 CA0274  NGVD 29 (??/??/92)  440.486  (m)         1445.16   (f) ADJ UNCH    1 2
 CA0274
 CA0274.Superseded values are not recommended for survey control.
 CA0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0274.See file dsdata.txt to determine how the superseded data were derived.
 CA0274
 CA0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA128082(NAD 83)
 CA0274_MARKER: X = CHISELED CROSS
 CA0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0274_SP_SET: RAIL
 CA0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0274
 CA0274  HISTORY     - Date     Condition        Report By
 CA0274  HISTORY     - UNK      MONUMENTED       GCSFRC
 CA0274  HISTORY     - 1932     GOOD             NGS
 CA0274  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0274
 CA0274                          STATION DESCRIPTION
 CA0274
 CA0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0274'7.4 MI S FROM BROWNWOOD.
 CA0274'7.4 MILES SOUTH OF THE STATION AT BROWNWOOD ON THE G.C. AND SANTA FE
 CA0274'R.R., CHISLED CROSS TOP VERTICAL MILE RAIL NO. 341.
 CA0274
 CA0274                          STATION RECOVERY (1983)
 CA0274
 CA0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1376 ***********************************************************************
 AX1376  DESIGNATION -  341 SA
 AX1376  PID         -  AX1376
 AX1376  STATE/COUNTY-  TX/GONZALES
 AX1376  USGS QUAD   -  GONZALES NORTH (1981)
 AX1376
 AX1376                         *CURRENT SURVEY CONTROL
 AX1376  ___________________________________________________________________
 AX1376* NAD 83(1986)-  29 34 06.     (N)    097 23 01.     (W)     SCALED    
 AX1376* NAVD 88     -       101.47   (+/-2cm)     332.9    (feet)  VERTCON   
 AX1376  ___________________________________________________________________
 AX1376  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AX1376
 AX1376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1376
 AX1376.The horizontal coordinates were scaled from a topographic map and have
 AX1376.an estimated accuracy of +/- 6 seconds.
 AX1376
 AX1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1376.The vertical order pertains to the NGVD 29 superseded value.
 AX1376
 AX1376.The geoid height was determined by GEOID03.
 AX1376
 AX1376;                    North         East    Units  Estimated Accuracy
 AX1376;SPC TXSC     - 4,193,370.      756,610.      MT  (+/- 180 meters Scaled)
 AX1376
 AX1376                          SUPERSEDED SURVEY CONTROL
 AX1376
 AX1376  NGVD 29 (??/??/92)  101.438  (m)          332.80   (f) ADJ UNCH    2 0
 AX1376
 AX1376.Superseded values are not recommended for survey control.
 AX1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1376.See file dsdata.txt to determine how the superseded data were derived.
 AX1376
 AX1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT565720(NAD 83)
 AX1376_MARKER: P = PIPE CAP
 AX1376_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1376_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1376_STAMPING: SA 341
 AX1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1376
 AX1376  HISTORY     - Date     Condition        Report By
 AX1376  HISTORY     - UNK      MONUMENTED       USGS
 AX1376  HISTORY     - 1943     GOOD             NGS
 AX1376
 AX1376                          STATION DESCRIPTION
 AX1376
 AX1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1376'6.8 MI NE FROM GONZALES.
 AX1376'6.8 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 AX1376'GONZALES, GONZALES COUNTY, AT A T-ROAD JUNCTION, 98 FEET NORTHWEST OF
 AX1376'THE CENTERLINE OF THE HIGHWAY, 48 FEET NORTHWEST OF THE RIGHT-OF-WAY
 AX1376'FENCE, AND IN LINE WITH THE NORTHEAST RIGHT-OF-WAY FENCE PARALLELING
 AX1376'THE SIDE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 AX1376'STAMPED SA 341 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 AX1376'PROJECTING 1.3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0179 ***********************************************************************
 BP0179  DESIGNATION -  3412 USGS
 BP0179  PID         -  BP0179
 BP0179  STATE/COUNTY-  TX/PECOS
 BP0179  USGS QUAD   -  ROCK HOUSE DRAW NW (1980)
 BP0179
 BP0179                         *CURRENT SURVEY CONTROL
 BP0179  ___________________________________________________________________
 BP0179* NAD 83(1986)-  30 39 57.     (N)    102 40 51.     (W)     SCALED    
 BP0179* NAVD 88     -      1039.752  (meters)    3411.25   (feet)  ADJUSTED  
 BP0179  ___________________________________________________________________
 BP0179  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 BP0179  DYNAMIC HT  -        1038.125 (meters)    3405.92  (feet)  COMP
 BP0179  MODELED GRAV-     979,041.4   (mgal)                       NAVD 88
 BP0179
 BP0179  VERT ORDER  -  FIRST     CLASS II
 BP0179
 BP0179.The horizontal coordinates were scaled from a topographic map and have
 BP0179.an estimated accuracy of +/- 6 seconds.
 BP0179
 BP0179.The orthometric height was determined by differential leveling
 BP0179.and adjusted by the National Geodetic Survey in June 1991..
 BP0179
 BP0179.The geoid height was determined by GEOID03.
 BP0179
 BP0179.The dynamic height is computed by dividing the NAVD 88
 BP0179.geopotential number by the normal gravity value computed on the
 BP0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0179.degrees latitude (g = 980.6199 gals.).
 BP0179
 BP0179.The modeled gravity was interpolated from observed gravity values.
 BP0179
 BP0179;                    North         East    Units  Estimated Accuracy
 BP0179;SPC TX C     - 3,113,140.      475,070.      MT  (+/- 180 meters Scaled)
 BP0179
 BP0179                          SUPERSEDED SURVEY CONTROL
 BP0179
 BP0179  NGVD 29 (??/??/92) 1039.427  (m)         3410.19   (f) ADJ UNCH    1 2
 BP0179
 BP0179.Superseded values are not recommended for survey control.
 BP0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0179.See file dsdata.txt to determine how the superseded data were derived.
 BP0179
 BP0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP221948(NAD 83)
 BP0179_MARKER: DD = SURVEY DISK
 BP0179_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0179_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0179_STAMPING: ELEV 3410.233 FT 1920
 BP0179_MARK LOGO: USGS  
 BP0179_PROJECTION: PROJECTING 10 CENTIMETERS
 BP0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0179
 BP0179  HISTORY     - Date     Condition        Report By
 BP0179  HISTORY     - 1920     MONUMENTED       USGS
 BP0179  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0179  HISTORY     - 1981     GOOD             NGS
 BP0179
 BP0179                          STATION DESCRIPTION
 BP0179
 BP0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0179'19.6 MI SE FROM FORT STOCKTON.
 BP0179'0.5 MILE SOUTHEAST OF STOCKTON TANK, OPPOSITE A ROAD LEADING NORTH,
 BP0179'AND 83 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 BP0179'GEOLOGICAL SURVEY STANDARD CAP, STAMPED ELEV 3410.233 FT 1920 AND
 BP0179'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 BP0179
 BP0179                          STATION RECOVERY (1981)
 BP0179
 BP0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0179'31.1 KM (19.3 MI) SSUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0179'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 0.5 KM (0.3 MI)
 BP0179'SOUTHEAST OF A DIRT CROSSROAD, 20.6 METERS (67.6 FT) WEST-SOUTHWEST OF
 BP0179'THE HIGHWAY, 19.1 METERS (62.7 FT) WEST-SOUTHWEST OF THE NORTHWEST
 BP0179'CORNER OF A CONCRETE PIPE CULVERT AND 5.2 METERS (17.1 FT)
 BP0179'EAST-NORTHEAST OF THE CENTER OF A TRACK ROAD.
 BP0179'THE MARK IS 7.4 METERS  WSW FROM  A FENCE AND WITNESS POST
 BP0179'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0819 ***********************************************************************
 FL0819  DESIGNATION -  3413.59
 FL0819  PID         -  FL0819
 FL0819  STATE/COUNTY-  TX/CARSON
 FL0819  USGS QUAD   -  MC BRIDE (1978)
 FL0819
 FL0819                         *CURRENT SURVEY CONTROL
 FL0819  ___________________________________________________________________
 FL0819* NAD 83(1986)-  35 32 05.     (N)    101 28 52.     (W)     SCALED    
 FL0819* NAVD 88     -      1041.838  (meters)    3418.10   (feet)  ADJUSTED  
 FL0819  ___________________________________________________________________
 FL0819  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 FL0819  DYNAMIC HT  -        1040.637 (meters)    3414.16  (feet)  COMP
 FL0819  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 FL0819
 FL0819  VERT ORDER  -  SECOND    CLASS 0
 FL0819
 FL0819.The horizontal coordinates were scaled from a topographic map and have
 FL0819.an estimated accuracy of +/- 6 seconds.
 FL0819
 FL0819.The orthometric height was determined by differential leveling
 FL0819.and adjusted by the National Geodetic Survey in June 1991..
 FL0819
 FL0819.The geoid height was determined by GEOID03.
 FL0819
 FL0819.The dynamic height is computed by dividing the NAVD 88
 FL0819.geopotential number by the normal gravity value computed on the
 FL0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0819.degrees latitude (g = 980.6199 gals.).
 FL0819
 FL0819.The modeled gravity was interpolated from observed gravity values.
 FL0819
 FL0819;                    North         East    Units  Estimated Accuracy
 FL0819;SPC TX N     - 1,170,260.      201,710.      MT  (+/- 180 meters Scaled)
 FL0819
 FL0819                          SUPERSEDED SURVEY CONTROL
 FL0819
 FL0819  NGVD 29 (??/??/92) 1041.342  (m)         3416.47   (f) ADJ UNCH    2 0
 FL0819
 FL0819.Superseded values are not recommended for survey control.
 FL0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0819.See file dsdata.txt to determine how the superseded data were derived.
 FL0819
 FL0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE750351(NAD 83)
 FL0819_MARKER: B = BOLT
 FL0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0819+STABILITY: SURFACE MOTION
 FL0819
 FL0819  HISTORY     - Date     Condition        Report By
 FL0819  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0819  HISTORY     - 1935     GOOD             NGS
 FL0819
 FL0819                          STATION DESCRIPTION
 FL0819
 FL0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0819'10.7 MI SE FROM BORGER.
 FL0819'10.7 MILES SOUTHEAST OF P. AND S.F.R.R. DEPOT.  ALONG PANHANDLE AND
 FL0819'SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, ALONG EAST
 FL0819'RIGHT-OF-WAY FENCE 33 FEET SOUTH OF MILE POST 17, 75 FEET EAST OF EAST
 FL0819'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0821 ***********************************************************************
 FL0821  DESIGNATION -  3417.46
 FL0821  PID         -  FL0821
 FL0821  STATE/COUNTY-  TX/CARSON
 FL0821  USGS QUAD   -  MC BRIDE (1978)
 FL0821
 FL0821                         *CURRENT SURVEY CONTROL
 FL0821  ___________________________________________________________________
 FL0821* NAD 83(1986)-  35 32 37.     (N)    101 28 01.     (W)     SCALED    
 FL0821* NAVD 88     -      1025.27   (+/-2cm)    3363.7    (feet)  VERTCON   
 FL0821  ___________________________________________________________________
 FL0821  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 FL0821
 FL0821  VERT ORDER  -  ? (See Below)
 FL0821
 FL0821.The horizontal coordinates were scaled from a topographic map and have
 FL0821.an estimated accuracy of +/- 6 seconds.
 FL0821
 FL0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0821.The vertical order pertains to the NGVD 29 superseded value.
 FL0821
 FL0821.The geoid height was determined by GEOID03.
 FL0821
 FL0821;                    North         East    Units  Estimated Accuracy
 FL0821;SPC TX N     - 1,171,240.      203,000.      MT  (+/- 180 meters Scaled)
 FL0821
 FL0821                          SUPERSEDED SURVEY CONTROL
 FL0821
 FL0821  NGVD 29 (??/??/92) 1024.777  (m)         3362.12   (f) ADJ UNCH    ?  
 FL0821
 FL0821.Superseded values are not recommended for survey control.
 FL0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0821.See file dsdata.txt to determine how the superseded data were derived.
 FL0821
 FL0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE763361(NAD 83)
 FL0821_MARKER: B = BOLT
 FL0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0821+STABILITY: SURFACE MOTION
 FL0821
 FL0821  HISTORY     - Date     Condition        Report By
 FL0821  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0821  HISTORY     - 1935     GOOD             NGS
 FL0821
 FL0821                          STATION DESCRIPTION
 FL0821
 FL0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0821'9.7 MI SE FROM BORGER.
 FL0821'9.7 MILES SOUTHEAST OF P. AND S. F. R. R. DEPOT.  ALONG PANHANDLE AND
 FL0821'SANTA FE RAILROAD BETWEEN PANANDLE AND BORGER, ALONG EAST RIGHT-OF-WAY
 FL0821'FENCE 75 FEET NORTH OF MILE POST 18, 75 FEET EAST OF EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0818 ***********************************************************************
 FL0818  DESIGNATION -  3417.65
 FL0818  PID         -  FL0818
 FL0818  STATE/COUNTY-  TX/CARSON
 FL0818  USGS QUAD   -  MC BRIDE (1978)
 FL0818
 FL0818                         *CURRENT SURVEY CONTROL
 FL0818  ___________________________________________________________________
 FL0818* NAD 83(1986)-  35 31 27.     (N)    101 29 25.     (W)     SCALED    
 FL0818* NAVD 88     -      1040.68   (+/-2cm)    3414.3    (feet)  VERTCON   
 FL0818  ___________________________________________________________________
 FL0818  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 FL0818
 FL0818  VERT ORDER  -  ? (See Below)
 FL0818
 FL0818.The horizontal coordinates were scaled from a topographic map and have
 FL0818.an estimated accuracy of +/- 6 seconds.
 FL0818
 FL0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0818.The vertical order pertains to the NGVD 29 superseded value.
 FL0818
 FL0818.The geoid height was determined by GEOID03.
 FL0818
 FL0818;                    North         East    Units  Estimated Accuracy
 FL0818;SPC TX N     - 1,169,090.      200,880.      MT  (+/- 180 meters Scaled)
 FL0818
 FL0818                          SUPERSEDED SURVEY CONTROL
 FL0818
 FL0818  NGVD 29 (??/??/92) 1040.186  (m)         3412.68   (f) ADJ UNCH    ?  
 FL0818
 FL0818.Superseded values are not recommended for survey control.
 FL0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0818.See file dsdata.txt to determine how the superseded data were derived.
 FL0818
 FL0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE741340(NAD 83)
 FL0818_MARKER: B = BOLT
 FL0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0818+STABILITY: SURFACE MOTION
 FL0818
 FL0818  HISTORY     - Date     Condition        Report By
 FL0818  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0818  HISTORY     - 1935     GOOD             NGS
 FL0818
 FL0818                          STATION DESCRIPTION
 FL0818
 FL0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0818'11.7 MI SE FROM BORGER.
 FL0818'11.7 MILES SOUTHEAST OF P. AND S. F. R. R. DEPOT.  ALONG PANHANDLE AND
 FL0818'SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, ALONG EAST
 FL0818'RIGHT-OF-WAY FENCE 200 FEET NORTH OF MILE POST 16, 75 FEET EAST OF
 FL0818'EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0816 ***********************************************************************
 FL0816  DESIGNATION -  3422.90
 FL0816  PID         -  FL0816
 FL0816  STATE/COUNTY-  TX/CARSON
 FL0816  USGS QUAD   -  MC BRIDE (1978)
 FL0816
 FL0816                         *CURRENT SURVEY CONTROL
 FL0816  ___________________________________________________________________
 FL0816* NAD 83(1986)-  35 30 43.     (N)    101 29 47.     (W)     SCALED    
 FL0816* NAVD 88     -      1041.946  (meters)    3418.45   (feet)  ADJUSTED  
 FL0816  ___________________________________________________________________
 FL0816  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 FL0816  DYNAMIC HT  -        1040.737 (meters)    3414.48  (feet)  COMP
 FL0816  MODELED GRAV-     979,438.0   (mgal)                       NAVD 88
 FL0816
 FL0816  VERT ORDER  -  SECOND    CLASS 0
 FL0816
 FL0816.The horizontal coordinates were scaled from a topographic map and have
 FL0816.an estimated accuracy of +/- 6 seconds.
 FL0816
 FL0816.The orthometric height was determined by differential leveling
 FL0816.and adjusted by the National Geodetic Survey in June 1991..
 FL0816
 FL0816.The geoid height was determined by GEOID03.
 FL0816
 FL0816.The dynamic height is computed by dividing the NAVD 88
 FL0816.geopotential number by the normal gravity value computed on the
 FL0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0816.degrees latitude (g = 980.6199 gals.).
 FL0816
 FL0816.The modeled gravity was interpolated from observed gravity values.
 FL0816
 FL0816;                    North         East    Units  Estimated Accuracy
 FL0816;SPC TX N     - 1,167,730.      200,330.      MT  (+/- 180 meters Scaled)
 FL0816
 FL0816                          SUPERSEDED SURVEY CONTROL
 FL0816
 FL0816  NGVD 29 (??/??/92) 1041.447  (m)         3416.81   (f) ADJ UNCH    2 0
 FL0816
 FL0816.Superseded values are not recommended for survey control.
 FL0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0816.See file dsdata.txt to determine how the superseded data were derived.
 FL0816
 FL0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE736326(NAD 83)
 FL0816_MARKER: B = BOLT
 FL0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0816+STABILITY: SURFACE MOTION
 FL0816
 FL0816  HISTORY     - Date     Condition        Report By
 FL0816  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0816  HISTORY     - 1935     GOOD             NGS
 FL0816
 FL0816                          STATION DESCRIPTION
 FL0816
 FL0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0816'18.7 MI SE FROM BORGER.
 FL0816'18.7 MILES SOUTHEAST OF P AND S.F.R.R. DEPOT ALONG PANHANDLE AND SANTA
 FL0816'FE RAILROAD BETWEEN PANHANDLE AND BORGER, ALONG EAST RIGHT-OF-WAY
 FL0816'FENCE 675 FEET NORTH OF MILEPOLE 15, 100 FEET EAST OF EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2124 ***********************************************************************
 BX2124  DESIGNATION -  343.12 GCSFRC
 BX2124  PID         -  BX2124
 BX2124  STATE/COUNTY-  TX/JASPER
 BX2124  USGS QUAD   -  HARRISBURG (1984)
 BX2124
 BX2124                         *CURRENT SURVEY CONTROL
 BX2124  ___________________________________________________________________
 BX2124* NAD 83(1986)-  31 01 51.     (N)    093 58 35.     (W)     SCALED    
 BX2124* NAVD 88     -       104.86   (+/-2cm)     344.0    (feet)  VERTCON   
 BX2124  ___________________________________________________________________
 BX2124  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BX2124
 BX2124  VERT ORDER  -  ? (See Below)
 BX2124
 BX2124.The horizontal coordinates were scaled from a topographic map and have
 BX2124.an estimated accuracy of +/- 6 seconds.
 BX2124
 BX2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2124.The vertical order pertains to the NGVD 29 superseded value.
 BX2124
 BX2124.The geoid height was determined by GEOID03.
 BX2124
 BX2124;                    North         East    Units  Estimated Accuracy
 BX2124;SPC TX C     - 3,168,560.    1,306,520.      MT  (+/- 180 meters Scaled)
 BX2124
 BX2124                          SUPERSEDED SURVEY CONTROL
 BX2124
 BX2124  NGVD 29 (??/??/??)  104.853  (m)          344.01   (f) ADJUSTED    ?  
 BX2124
 BX2124.Superseded values are not recommended for survey control.
 BX2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2124.See file dsdata.txt to determine how the superseded data were derived.
 BX2124
 BX2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ068334(NAD 83)
 BX2124_MARKER: Z = SEE DESCRIPTION
 BX2124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2124_SP_SET: RAIL
 BX2124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2124
 BX2124  HISTORY     - Date     Condition        Report By
 BX2124  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2124  HISTORY     - 1932     GOOD             CGS
 BX2124  HISTORY     - 1934     GOOD             CGS
 BX2124
 BX2124                          STATION DESCRIPTION
 BX2124
 BX2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX2124'7.3 MI N FROM JASPER.
 BX2124'7.3 MILES NORTH OF THE STATION AT JASPER ON THE G.C. AND S.F.R.R.,
 BX2124'VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION 343.12
 BX2124'FEET, 35 FEET WEST OF THE TRACK, 3 FEET WEST OF MILE POLE NO, 81. 55
 BX2124'FEET SOUTHWEST OF MILE RAIL NO. 81.
 BX2124
 BX2124                          STATION RECOVERY (1934)
 BX2124
 BX2124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BX2124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1032 ***********************************************************************
 FL1032  DESIGNATION -  3464.44
 FL1032  PID         -  FL1032
 FL1032  STATE/COUNTY-  TX/CARSON
 FL1032  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1032
 FL1032                         *CURRENT SURVEY CONTROL
 FL1032  ___________________________________________________________________
 FL1032* NAD 83(1986)-  35 20 25.     (N)    101 24 31.     (W)     SCALED    
 FL1032* NAVD 88     -      1057.373  (meters)    3469.06   (feet)  ADJUSTED  
 FL1032  ___________________________________________________________________
 FL1032  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1032  DYNAMIC HT  -        1056.130 (meters)    3464.99  (feet)  COMP
 FL1032  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 FL1032
 FL1032  VERT ORDER  -  SECOND    CLASS 0
 FL1032
 FL1032.The horizontal coordinates were scaled from a topographic map and have
 FL1032.an estimated accuracy of +/- 6 seconds.
 FL1032
 FL1032.The orthometric height was determined by differential leveling
 FL1032.and adjusted by the National Geodetic Survey in June 1991..
 FL1032
 FL1032.The geoid height was determined by GEOID03.
 FL1032
 FL1032.The dynamic height is computed by dividing the NAVD 88
 FL1032.geopotential number by the normal gravity value computed on the
 FL1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1032.degrees latitude (g = 980.6199 gals.).
 FL1032
 FL1032.The modeled gravity was interpolated from observed gravity values.
 FL1032
 FL1032;                    North         East    Units  Estimated Accuracy
 FL1032;SPC TX N     - 1,148,690.      208,310.      MT  (+/- 180 meters Scaled)
 FL1032
 FL1032                          SUPERSEDED SURVEY CONTROL
 FL1032
 FL1032  NGVD 29 (??/??/92) 1056.870  (m)         3467.41   (f) ADJ UNCH    2 0
 FL1032
 FL1032.Superseded values are not recommended for survey control.
 FL1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1032.See file dsdata.txt to determine how the superseded data were derived.
 FL1032
 FL1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE811134(NAD 83)
 FL1032_MARKER: B = BOLT
 FL1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1032+STABILITY: SURFACE MOTION
 FL1032
 FL1032  HISTORY     - Date     Condition        Report By
 FL1032  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1032  HISTORY     - 1935     GOOD             NGS
 FL1032
 FL1032                          STATION DESCRIPTION
 FL1032
 FL1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1032'2.1 MI W FROM PANHANDLE.
 FL1032'2.1 MILES WEST OF A.T. AND S.F. DEPOT BY RAIL ALONG PANHANDLE AND
 FL1032'SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, AT MILEPOLE NO. 1, 90
 FL1032'FEET WEST OF WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1034 ***********************************************************************
 FL1034  DESIGNATION -  3467.96
 FL1034  PID         -  FL1034
 FL1034  STATE/COUNTY-  TX/CARSON
 FL1034  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1034
 FL1034                         *CURRENT SURVEY CONTROL
 FL1034  ___________________________________________________________________
 FL1034* NAD 83(1986)-  35 21 10.     (N)    101 25 03.     (W)     SCALED    
 FL1034* NAVD 88     -      1057.89   (+/-2cm)    3470.8    (feet)  VERTCON   
 FL1034  ___________________________________________________________________
 FL1034  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 FL1034
 FL1034  VERT ORDER  -  ? (See Below)
 FL1034
 FL1034.The horizontal coordinates were scaled from a topographic map and have
 FL1034.an estimated accuracy of +/- 6 seconds.
 FL1034
 FL1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1034.The vertical order pertains to the NGVD 29 superseded value.
 FL1034
 FL1034.The geoid height was determined by GEOID03.
 FL1034
 FL1034;                    North         East    Units  Estimated Accuracy
 FL1034;SPC TX N     - 1,150,080.      207,500.      MT  (+/- 180 meters Scaled)
 FL1034
 FL1034                          SUPERSEDED SURVEY CONTROL
 FL1034
 FL1034  NGVD 29 (??/??/92) 1057.384  (m)         3469.10   (f) ADJ UNCH    ?  
 FL1034
 FL1034.Superseded values are not recommended for survey control.
 FL1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1034.See file dsdata.txt to determine how the superseded data were derived.
 FL1034
 FL1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE803148(NAD 83)
 FL1034_MARKER: B = BOLT
 FL1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1034+STABILITY: SURFACE MOTION
 FL1034
 FL1034  HISTORY     - Date     Condition        Report By
 FL1034  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1034  HISTORY     - 1935     GOOD             NGS
 FL1034  HISTORY     - 1965     MARK NOT FOUND   USGS
 FL1034
 FL1034                          STATION DESCRIPTION
 FL1034
 FL1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1034'3.1 MI NW FROM PANHANDLE.
 FL1034'3.1 MILES NORTHWEST OF A.T. AND S.F. DEPOT BY RAIL ALONG PANHANDLE AND
 FL1034'SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, 40 FEET NORTH OF
 FL1034'MILEPOLE NO 2, ALONG WEST R-O-W FENCE, 50 FEET WEST OF WEST RAIL.
 FL1034
 FL1034                          STATION RECOVERY (1965)
 FL1034
 FL1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FL1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1035 ***********************************************************************
 FL1035  DESIGNATION -  3469.61
 FL1035  PID         -  FL1035
 FL1035  STATE/COUNTY-  TX/CARSON
 FL1035  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1035
 FL1035                         *CURRENT SURVEY CONTROL
 FL1035  ___________________________________________________________________
 FL1035* NAD 83(1986)-  35 21 51.     (N)    101 25 42.     (W)     SCALED    
 FL1035* NAVD 88     -      1058.952  (meters)    3474.24   (feet)  ADJUSTED  
 FL1035  ___________________________________________________________________
 FL1035  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL1035  DYNAMIC HT  -        1057.710 (meters)    3470.17  (feet)  COMP
 FL1035  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 FL1035
 FL1035  VERT ORDER  -  SECOND    CLASS 0
 FL1035
 FL1035.The horizontal coordinates were scaled from a topographic map and have
 FL1035.an estimated accuracy of +/- 6 seconds.
 FL1035
 FL1035.The orthometric height was determined by differential leveling
 FL1035.and adjusted by the National Geodetic Survey in June 1991..
 FL1035
 FL1035.The geoid height was determined by GEOID03.
 FL1035
 FL1035.The dynamic height is computed by dividing the NAVD 88
 FL1035.geopotential number by the normal gravity value computed on the
 FL1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1035.degrees latitude (g = 980.6199 gals.).
 FL1035
 FL1035.The modeled gravity was interpolated from observed gravity values.
 FL1035
 FL1035;                    North         East    Units  Estimated Accuracy
 FL1035;SPC TX N     - 1,151,340.      206,510.      MT  (+/- 180 meters Scaled)
 FL1035
 FL1035                          SUPERSEDED SURVEY CONTROL
 FL1035
 FL1035  NGVD 29 (??/??/92) 1058.449  (m)         3472.59   (f) ADJ UNCH    2 0
 FL1035
 FL1035.Superseded values are not recommended for survey control.
 FL1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1035.See file dsdata.txt to determine how the superseded data were derived.
 FL1035
 FL1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE793161(NAD 83)
 FL1035_MARKER: B = BOLT
 FL1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1035+STABILITY: SURFACE MOTION
 FL1035
 FL1035  HISTORY     - Date     Condition        Report By
 FL1035  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1035  HISTORY     - 1935     GOOD             NGS
 FL1035
 FL1035                          STATION DESCRIPTION
 FL1035
 FL1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1035'4.1 MI NW FROM PANHANDLE.
 FL1035'4.1 MILES NORTHWEST OF A.T. AND S.F. DEPOT BY RAIL ALONG PANHANDLE AND
 FL1035'SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, ALONG EAST R-O-W
 FL1035'FENCE, 50 FEET EAST OF EAST RAIL, 6 FEET NORTH OF MILEPOLE NO 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0283 ***********************************************************************
 CA0283  DESIGNATION -  347 GCSFRC
 CA0283  PID         -  CA0283
 CA0283  STATE/COUNTY-  TX/BROWN
 CA0283  USGS QUAD   -  BROWNWOOD (1996)
 CA0283
 CA0283                         *CURRENT SURVEY CONTROL
 CA0283  ___________________________________________________________________
 CA0283* NAD 83(1986)-  31 42 32.     (N)    098 57 33.     (W)     SCALED    
 CA0283* NAVD 88     -       405.200  (meters)    1329.39   (feet)  ADJUSTED  
 CA0283  ___________________________________________________________________
 CA0283  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CA0283  DYNAMIC HT  -         404.671 (meters)    1327.66  (feet)  COMP
 CA0283  MODELED GRAV-     979,323.6   (mgal)                       NAVD 88
 CA0283
 CA0283  VERT ORDER  -  FIRST     CLASS II
 CA0283
 CA0283.The horizontal coordinates were scaled from a topographic map and have
 CA0283.an estimated accuracy of +/- 6 seconds.
 CA0283
 CA0283.The orthometric height was determined by differential leveling
 CA0283.and adjusted by the National Geodetic Survey in June 1991..
 CA0283
 CA0283.The geoid height was determined by GEOID03.
 CA0283
 CA0283.The dynamic height is computed by dividing the NAVD 88
 CA0283.geopotential number by the normal gravity value computed on the
 CA0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0283.degrees latitude (g = 980.6199 gals.).
 CA0283
 CA0283.The modeled gravity was interpolated from observed gravity values.
 CA0283
 CA0283;                    North         East    Units  Estimated Accuracy
 CA0283;SPC TX C     - 3,227,200.      830,250.      MT  (+/- 180 meters Scaled)
 CA0283
 CA0283                          SUPERSEDED SURVEY CONTROL
 CA0283
 CA0283  NGVD 29 (??/??/92)  405.111  (m)         1329.10   (f) ADJ UNCH    1 2
 CA0283
 CA0283.Superseded values are not recommended for survey control.
 CA0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0283.See file dsdata.txt to determine how the superseded data were derived.
 CA0283
 CA0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA038081(NAD 83)
 CA0283_MARKER: X = CHISELED CROSS
 CA0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0283_SP_SET: RAIL
 CA0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0283
 CA0283  HISTORY     - Date     Condition        Report By
 CA0283  HISTORY     - UNK      MONUMENTED       GCSFRC
 CA0283  HISTORY     - 1932     GOOD             NGS
 CA0283  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0283
 CA0283                          STATION DESCRIPTION
 CA0283
 CA0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0283'1.4 MI S FROM BROWNWOOD.
 CA0283'1.4 MILE SOUTH OF THE STATION AT BROWNWOOD ON THE G.C. AND SANTA FE
 CA0283'R.R. CHISLED CROSS TOP VERTICAL MILE RAIL NO. 347.
 CA0283
 CA0283                          STATION RECOVERY (1983)
 CA0283
 CA0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1187 ***********************************************************************
 FL1187  DESIGNATION -  3477.29
 FL1187  PID         -  FL1187
 FL1187  STATE/COUNTY-  TX/CARSON
 FL1187  USGS QUAD   -  POMEROY (1953)
 FL1187
 FL1187                         *CURRENT SURVEY CONTROL
 FL1187  ___________________________________________________________________
 FL1187* NAD 83(1986)-  35 28 58.     (N)    101 30 29.     (W)     SCALED    
 FL1187* NAVD 88     -      1053.386  (meters)    3455.98   (feet)  ADJUSTED  
 FL1187  ___________________________________________________________________
 FL1187  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 FL1187  DYNAMIC HT  -        1052.164 (meters)    3451.97  (feet)  COMP
 FL1187  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 FL1187
 FL1187  VERT ORDER  -  SECOND    CLASS 0
 FL1187
 FL1187.The horizontal coordinates were scaled from a topographic map and have
 FL1187.an estimated accuracy of +/- 6 seconds.
 FL1187
 FL1187.The orthometric height was determined by differential leveling
 FL1187.and adjusted by the National Geodetic Survey in June 1991..
 FL1187
 FL1187.The geoid height was determined by GEOID03.
 FL1187
 FL1187.The dynamic height is computed by dividing the NAVD 88
 FL1187.geopotential number by the normal gravity value computed on the
 FL1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1187.degrees latitude (g = 980.6199 gals.).
 FL1187
 FL1187.The modeled gravity was interpolated from observed gravity values.
 FL1187
 FL1187;                    North         East    Units  Estimated Accuracy
 FL1187;SPC TX N     - 1,164,500.      199,270.      MT  (+/- 180 meters Scaled)
 FL1187
 FL1187                          SUPERSEDED SURVEY CONTROL
 FL1187
 FL1187  NGVD 29 (??/??/92) 1052.888  (m)         3454.35   (f) ADJ UNCH    2 0
 FL1187
 FL1187.Superseded values are not recommended for survey control.
 FL1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1187.See file dsdata.txt to determine how the superseded data were derived.
 FL1187
 FL1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE724294(NAD 83)
 FL1187_MARKER: B = BOLT
 FL1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1187+STABILITY: SURFACE MOTION
 FL1187
 FL1187  HISTORY     - Date     Condition        Report By
 FL1187  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1187  HISTORY     - 1935     GOOD             NGS
 FL1187
 FL1187                          STATION DESCRIPTION
 FL1187
 FL1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1187'14.1 MI NW FROM PANHANDLE.
 FL1187'14.1 MILES NORTHWEST OF A.T. AND S.F. DEPOT BY RAIL ALONG PANDLE AND
 FL1187'SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, ALONG EAST
 FL1187'RIGHT-OF-WAY FENCE, 75 FEET SOUTHEAST OF MILEPOLE, 13, 75 FEET EAST OF
 FL1187'EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1038 ***********************************************************************
 FL1038  DESIGNATION -  3487.60
 FL1038  PID         -  FL1038
 FL1038  STATE/COUNTY-  TX/CARSON
 FL1038  USGS QUAD   -  ABELL (1965)
 FL1038
 FL1038                         *CURRENT SURVEY CONTROL
 FL1038  ___________________________________________________________________
 FL1038* NAD 83(1986)-  35 24 25.     (N)    101 28 16.     (W)     SCALED    
 FL1038* NAVD 88     -      1069.252  (meters)    3508.04   (feet)  ADJUSTED  
 FL1038  ___________________________________________________________________
 FL1038  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL1038  DYNAMIC HT  -        1068.002 (meters)    3503.94  (feet)  COMP
 FL1038  MODELED GRAV-     979,428.0   (mgal)                       NAVD 88
 FL1038
 FL1038  VERT ORDER  -  SECOND    CLASS 0
 FL1038
 FL1038.The horizontal coordinates were scaled from a topographic map and have
 FL1038.an estimated accuracy of +/- 6 seconds.
 FL1038
 FL1038.The orthometric height was determined by differential leveling
 FL1038.and adjusted by the National Geodetic Survey in June 1991..
 FL1038
 FL1038.The geoid height was determined by GEOID03.
 FL1038
 FL1038.The dynamic height is computed by dividing the NAVD 88
 FL1038.geopotential number by the normal gravity value computed on the
 FL1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1038.degrees latitude (g = 980.6199 gals.).
 FL1038
 FL1038.The modeled gravity was interpolated from observed gravity values.
 FL1038
 FL1038;                    North         East    Units  Estimated Accuracy
 FL1038;SPC TX N     - 1,156,080.      202,620.      MT  (+/- 180 meters Scaled)
 FL1038
 FL1038                          SUPERSEDED SURVEY CONTROL
 FL1038
 FL1038  NGVD 29 (??/??/92) 1068.749  (m)         3506.39   (f) ADJ UNCH    2 0
 FL1038
 FL1038.Superseded values are not recommended for survey control.
 FL1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1038.See file dsdata.txt to determine how the superseded data were derived.
 FL1038
 FL1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE756209(NAD 83)
 FL1038_MARKER: B = BOLT
 FL1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1038+STABILITY: SURFACE MOTION
 FL1038
 FL1038  HISTORY     - Date     Condition        Report By
 FL1038  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1038  HISTORY     - 1935     GOOD             NGS
 FL1038
 FL1038                          STATION DESCRIPTION
 FL1038
 FL1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1038'8.1 MI NW FROM PANHANDLE.
 FL1038'8.1 MILES NORTHWEST OF A.T. AND S.F. DEPOT BY RAIL ALONG PANHANDLE AND
 FL1038'SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, ALONG EAST
 FL1038'RIGHT-OF-WAY FENCE, 20 FEET NORTH OF MILEPOLE 7, 50 FEET EAST OF EAST
 FL1038'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1037 ***********************************************************************
 FL1037  DESIGNATION -  3487.63
 FL1037  PID         -  FL1037
 FL1037  STATE/COUNTY-  TX/CARSON
 FL1037  USGS QUAD   -  ABELL (1965)
 FL1037
 FL1037                         *CURRENT SURVEY CONTROL
 FL1037  ___________________________________________________________________
 FL1037* NAD 83(1986)-  35 23 46.     (N)    101 27 36.     (W)     SCALED    
 FL1037* NAVD 88     -      1063.372  (meters)    3488.75   (feet)  ADJUSTED  
 FL1037  ___________________________________________________________________
 FL1037  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL1037  DYNAMIC HT  -        1062.128 (meters)    3484.66  (feet)  COMP
 FL1037  MODELED GRAV-     979,427.5   (mgal)                       NAVD 88
 FL1037
 FL1037  VERT ORDER  -  SECOND    CLASS 0
 FL1037
 FL1037.The horizontal coordinates were scaled from a topographic map and have
 FL1037.an estimated accuracy of +/- 6 seconds.
 FL1037
 FL1037.The orthometric height was determined by differential leveling
 FL1037.and adjusted by the National Geodetic Survey in June 1991..
 FL1037
 FL1037.The geoid height was determined by GEOID03.
 FL1037
 FL1037.The dynamic height is computed by dividing the NAVD 88
 FL1037.geopotential number by the normal gravity value computed on the
 FL1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1037.degrees latitude (g = 980.6199 gals.).
 FL1037
 FL1037.The modeled gravity was interpolated from observed gravity values.
 FL1037
 FL1037;                    North         East    Units  Estimated Accuracy
 FL1037;SPC TX N     - 1,154,880.      203,630.      MT  (+/- 180 meters Scaled)
 FL1037
 FL1037                          SUPERSEDED SURVEY CONTROL
 FL1037
 FL1037  NGVD 29 (??/??/92) 1062.872  (m)         3487.11   (f) ADJ UNCH    2 0
 FL1037
 FL1037.Superseded values are not recommended for survey control.
 FL1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1037.See file dsdata.txt to determine how the superseded data were derived.
 FL1037
 FL1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE765197(NAD 83)
 FL1037_MARKER: B = BOLT
 FL1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1037+STABILITY: SURFACE MOTION
 FL1037
 FL1037  HISTORY     - Date     Condition        Report By
 FL1037  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1037  HISTORY     - 1935     GOOD             NGS
 FL1037
 FL1037                          STATION DESCRIPTION
 FL1037
 FL1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1037'7.1 MI NW FROM PANHANDLE.
 FL1037'7.1 MILES NORTHWEST OF A.T. AND S.F. DEPOT BY RAIL ALONG PANHANDLE AND
 FL1037'SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, ALONG EAST
 FL1037'RIGHT-OF-WAY FENCE JUST OPPOSITE MILEPOLE 6, 50 FEET EAST OF EAST
 FL1037'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0167 ***********************************************************************
 DM0167  DESIGNATION -  349
 DM0167  PID         -  DM0167
 DM0167  STATE/COUNTY-  TX/BOWIE
 DM0167  USGS QUAD   -  TEXARKANA (1975)
 DM0167
 DM0167                         *CURRENT SURVEY CONTROL
 DM0167  ___________________________________________________________________
 DM0167* NAD 83(1986)-  33 26 20.     (N)    094 07 29.     (W)     SCALED    
 DM0167* NAVD 88     -       106.429  (meters)     349.18   (feet)  ADJUSTED  
 DM0167  ___________________________________________________________________
 DM0167  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM0167  DYNAMIC HT  -         106.316 (meters)     348.81  (feet)  COMP
 DM0167  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 DM0167
 DM0167  VERT ORDER  -  SECOND    CLASS 0
 DM0167
 DM0167.The horizontal coordinates were scaled from a topographic map and have
 DM0167.an estimated accuracy of +/- 6 seconds.
 DM0167
 DM0167.The orthometric height was determined by differential leveling
 DM0167.and adjusted by the National Geodetic Survey in June 1991..
 DM0167
 DM0167.The geoid height was determined by GEOID03.
 DM0167
 DM0167.The dynamic height is computed by dividing the NAVD 88
 DM0167.geopotential number by the normal gravity value computed on the
 DM0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0167.degrees latitude (g = 980.6199 gals.).
 DM0167
 DM0167.The modeled gravity was interpolated from observed gravity values.
 DM0167
 DM0167;                    North         East    Units  Estimated Accuracy
 DM0167;SPC TXNC     - 2,204,990.    1,006,690.      MT  (+/- 180 meters Scaled)
 DM0167
 DM0167                          SUPERSEDED SURVEY CONTROL
 DM0167
 DM0167  NGVD 29 (??/??/92)  106.444  (m)          349.23   (f) ADJ UNCH    2 0
 DM0167
 DM0167.Superseded values are not recommended for survey control.
 DM0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0167.See file dsdata.txt to determine how the superseded data were derived.
 DM0167
 DM0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT954005(NAD 83)
 DM0167_MARKER: DD = SURVEY DISK
 DM0167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0167_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0167_STAMPING: 349 ADJ 03 1905
 DM0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0167
 DM0167  HISTORY     - Date     Condition        Report By
 DM0167  HISTORY     - 1905     MONUMENTED       USGS
 DM0167  HISTORY     - 1934     GOOD             NGS
 DM0167  HISTORY     - 1944     GOOD             LOCENG
 DM0167  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0167
 DM0167                          STATION DESCRIPTION
 DM0167
 DM0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0167'IN NASH.
 DM0167'AT NASH AND ALONG THE TP RR 168 FEET NE OF THE STATION AND ON OPPOSITE
 DM0167'SIDE OF TRACK FROM MILE POST 5.  43 FEET N OF CENTER OF MAIN TRACK.
 DM0167'NOTE-- THERE IS NO LONGER A TEXAS AND PACIFIC RY STATION AGENT AT
 DM0167'NASH.  STATION HAS EITHER BEEN CLOSED OR REMOVED.
 DM0167
 DM0167                          STATION RECOVERY (1944)
 DM0167
 DM0167'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 DM0167'RECOVERED IN GOOD CONDITION.
 DM0167
 DM0167                          STATION RECOVERY (1997)
 DM0167
 DM0167'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0121 ***********************************************************************
 BM0121  DESIGNATION -  349
 BM0121  PID         -  BM0121
 BM0121  STATE/COUNTY-  TX/WASHINGTON
 BM0121  USGS QUAD   -  GAY HILL (1988)
 BM0121
 BM0121                         *CURRENT SURVEY CONTROL
 BM0121  ___________________________________________________________________
 BM0121* NAD 83(1986)-  30 16 33.     (N)    096 29 41.     (W)     SCALED    
 BM0121* NAVD 88     -       106.59   (+/-2cm)     349.7    (feet)  VERTCON   
 BM0121  ___________________________________________________________________
 BM0121  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BM0121
 BM0121  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0121
 BM0121.The horizontal coordinates were scaled from a topographic map and have
 BM0121.an estimated accuracy of +/- 6 seconds.
 BM0121
 BM0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0121.The vertical order pertains to the NGVD 29 superseded value.
 BM0121
 BM0121.The geoid height was determined by GEOID03.
 BM0121
 BM0121;                    North         East    Units  Estimated Accuracy
 BM0121;SPC TX C     - 3,073,900.    1,069,260.      MT  (+/- 180 meters Scaled)
 BM0121
 BM0121                          SUPERSEDED SURVEY CONTROL
 BM0121
 BM0121  NGVD 29 (??/??/92)  106.547  (m)          349.56   (f) ADJ UNCH    2 0
 BM0121
 BM0121.Superseded values are not recommended for survey control.
 BM0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0121.See file dsdata.txt to determine how the superseded data were derived.
 BM0121
 BM0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU409520(NAD 83)
 BM0121_MARKER: P = PIPE CAP
 BM0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0121
 BM0121  HISTORY     - Date     Condition        Report By
 BM0121  HISTORY     - UNK      MONUMENTED       USGS
 BM0121  HISTORY     - 1954     GOOD             NGS
 BM0121  HISTORY     - 19910624 MARK NOT FOUND   USPSQD
 BM0121  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0121
 BM0121                          STATION DESCRIPTION
 BM0121
 BM0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0121'0.2 MI NW FROM GAY HILL.
 BM0121'0.2 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BM0121'THE STATION AT GAY HILL, 33 FEET NORTHWEST OF THE CENTER OF A DIRT
 BM0121'ROAD CROSSING, 26 FEET NORTHEAST OF THE CENTER LINE OF THE RAILROAD, 3
 BM0121'FEET NORTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH
 BM0121'IRON PIPE WHICH PROJECTS 1.9 FEET ABOVE THE GROUND.
 BM0121
 BM0121                          STATION RECOVERY (1991)
 BM0121
 BM0121'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0121'MARK NOT FOUND.
 BM0121
 BM0121                          STATION RECOVERY (1999)
 BM0121
 BM0121'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0271 ***********************************************************************
 FM0271  DESIGNATION -  3493
 FM0271  PID         -  FM0271
 FM0271  STATE/COUNTY-  TX/OLDHAM
 FM0271  USGS QUAD   -  ADY (1966)
 FM0271
 FM0271                         *CURRENT SURVEY CONTROL
 FM0271  ___________________________________________________________________
 FM0271* NAD 83(1986)-  35 27 43.     (N)    102 14 59.     (W)     SCALED    
 FM0271* NAVD 88     -      1065.111  (meters)    3494.45   (feet)  POSTED    
 FM0271  ___________________________________________________________________
 FM0271  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 FM0271  DYNAMIC HT  -        1063.860 (meters)    3490.35  (feet)  COMP
 FM0271  MODELED GRAV-     979,426.2   (mgal)                       NAVD 88
 FM0271
 FM0271  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FM0271
 FM0271.The horizontal coordinates were scaled from a topographic map and have
 FM0271.an estimated accuracy of +/- 6 seconds.
 FM0271
 FM0271.The orthometric height was determined by differential leveling
 FM0271.and adjusted by the National Geodetic Survey in 1992..
 FM0271.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FM0271.rate of 1.1 thru 2.0 mm/km.
 FM0271
 FM0271.The geoid height was determined by GEOID03.
 FM0271
 FM0271.The dynamic height is computed by dividing the NAVD 88
 FM0271.geopotential number by the normal gravity value computed on the
 FM0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0271.degrees latitude (g = 980.6199 gals.).
 FM0271
 FM0271.The modeled gravity was interpolated from observed gravity values.
 FM0271
 FM0271;                    North         East    Units  Estimated Accuracy
 FM0271;SPC TX N     - 1,162,440.      131,950.      MT  (+/- 180 meters Scaled)
 FM0271
 FM0271                          SUPERSEDED SURVEY CONTROL
 FM0271
 FM0271  NGVD 29 (??/??/92) 1064.640  (m)         3492.91   (f) ADJ UNCH    2 0
 FM0271
 FM0271.Superseded values are not recommended for survey control.
 FM0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0271.See file dsdata.txt to determine how the superseded data were derived.
 FM0271
 FM0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV495277(NAD 83)
 FM0271_MARKER: DD = SURVEY DISK
 FM0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0271+STABILITY: SURFACE MOTION
 FM0271
 FM0271  HISTORY     - Date     Condition        Report By
 FM0271  HISTORY     - UNK      MONUMENTED       USGS
 FM0271  HISTORY     - 1935     GOOD             NGS
 FM0271
 FM0271                          STATION DESCRIPTION
 FM0271
 FM0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0271'4.4 MI S FROM TASCOSA.
 FM0271'4.4 MILES SOUTH OF DEPOT BY ROAD.  ALONG GRADED ROAD BETWEEN TASCOSA
 FM0271'AND VEGA.  ABOUT 1/2 MILE SOUTH OF DRY LAKE BED, AT TOP OF GRAVEL
 FM0271'COVERED HILL.  65 FEET EAST OF LARGE SANDSTONE BOULDER, AND 25 FEET
 FM0271'WEST OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0027 ***********************************************************************
 BM0027  DESIGNATION -  349.638
 BM0027  PID         -  BM0027
 BM0027  STATE/COUNTY-  TX/BRAZOS
 BM0027  USGS QUAD   -  WELLBORN (1980)
 BM0027
 BM0027                         *CURRENT SURVEY CONTROL
 BM0027  ___________________________________________________________________
 BM0027* NAD 83(1986)-  30 36 46.     (N)    096 20 41.     (W)     SCALED    
 BM0027* NAVD 88     -       107.28   (+/-2cm)     352.0    (feet)  VERTCON   
 BM0027  ___________________________________________________________________
 BM0027  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0027
 BM0027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0027
 BM0027.The horizontal coordinates were scaled from a topographic map and have
 BM0027.an estimated accuracy of +/- 6 seconds.
 BM0027
 BM0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0027.The vertical order pertains to the NGVD 29 superseded value.
 BM0027
 BM0027.The geoid height was determined by GEOID03.
 BM0027
 BM0027;                    North         East    Units  Estimated Accuracy
 BM0027;SPC TX C     - 3,111,740.    1,082,340.      MT  (+/- 180 meters Scaled)
 BM0027
 BM0027                          SUPERSEDED SURVEY CONTROL
 BM0027
 BM0027  NGVD 29 (??/??/92)  107.248  (m)          351.86   (f) ADJ UNCH    2 0
 BM0027
 BM0027.Superseded values are not recommended for survey control.
 BM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0027.See file dsdata.txt to determine how the superseded data were derived.
 BM0027
 BM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU545896(NAD 83)
 BM0027_MARKER: DD = SURVEY DISK
 BM0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0027_STAMPING: 349.638
 BM0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0027+STABILITY: SURFACE MOTION
 BM0027
 BM0027  HISTORY     - Date     Condition        Report By
 BM0027  HISTORY     - UNK      MONUMENTED       LOCENG
 BM0027  HISTORY     - 1935     GOOD             NGS
 BM0027  HISTORY     - 1963     GOOD             NGS
 BM0027
 BM0027                          STATION DESCRIPTION
 BM0027
 BM0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BM0027'IN COLLEGE STATION.
 BM0027'AT COLLEGE STATION, BRAZOS COUNTY, ABOUT 200 YARDS EAST OF THE
 BM0027'CENTERLINE OF THE TEXAS AND NEW ORLEANS RAILROAD TRACK, AT THE WEST
 BM0027'ENTRANCE TO THE CAMPUS OF THE TEXAS A. AND M. COLLEGE, NEAR THE WEST
 BM0027'END OF THE PARKWAY BETWEEN DRIVES, AND 3 FEET WEST OF A WORLD WAR
 BM0027'MONUMENT.  A TEXAS A. AND M. COLLEGE STANDARD DISK, STAMPED 349.638
 BM0027'AND SET IN THE TOP OF A CONCRETE POST.
 BM0027
 BM0027                          STATION RECOVERY (1963)
 BM0027
 BM0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 BM0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2001 ***********************************************************************
 AW2001  DESIGNATION -  34.967 SHELL
 AW2001  PID         -  AW2001
 AW2001  STATE/COUNTY-  TX/HARRIS
 AW2001  USGS QUAD   -  LA PORTE (1982)
 AW2001
 AW2001                         *CURRENT SURVEY CONTROL
 AW2001  ___________________________________________________________________
 AW2001* NAD 83(1986)-  29 43 33.     (N)    095 07 28.     (W)     SCALED    
 AW2001* NAVD 88     -         8.28   (+/-2cm)      27.2    (feet)  VERTCON   
 AW2001  ___________________________________________________________________
 AW2001  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2001
 AW2001  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2001
 AW2001.The horizontal coordinates were scaled from a topographic map and have
 AW2001.an estimated accuracy of +/- 6 seconds.
 AW2001
 AW2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2001.The vertical order pertains to the NGVD 29 superseded value.
 AW2001
 AW2001.The geoid height was determined by GEOID03.
 AW2001
 AW2001;                    North         East    Units  Estimated Accuracy
 AW2001;SPC TXSC     - 4,215,950.      974,850.      MT  (+/- 180 meters Scaled)
 AW2001
 AW2001                          SUPERSEDED SURVEY CONTROL
 AW2001
 AW2001  NGVD 29 (??/??/92)    8.278  (m)           27.16   (f) ADJ UNCH    1 2
 AW2001
 AW2001.Superseded values are not recommended for survey control.
 AW2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2001.See file dsdata.txt to determine how the superseded data were derived.
 AW2001
 AW2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945902(NAD 83)
 AW2001_MARKER: DD = SURVEY DISK
 AW2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2001_STAMPING: W 0993.55 N 6129.00 EL 34.967
 AW2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2001+STABILITY: SURFACE MOTION
 AW2001
 AW2001  HISTORY     - Date     Condition        Report By
 AW2001  HISTORY     - UNK      MONUMENTED       SHELL
 AW2001  HISTORY     - 1959     GOOD             NGS
 AW2001  HISTORY     - 1964     GOOD             NGS
 AW2001  HISTORY     - 1978     GOOD             NGS
 AW2001
 AW2001                          STATION DESCRIPTION
 AW2001
 AW2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2001'1.4 MI N FROM DEER PARK.
 AW2001'ABOUT 0.4 MILE NORTH ALONG CENTER AVENUE FROM THE POST OFFICE AT DEER
 AW2001'PARK, THENCE ABOUT 0.6 MILE NORTH ALONG WEST 10TH STREET TO THE NORTH
 AW2001'GUARD HOUSE OF THE SHELL CHEMICAL COMPANY, THENCE ABOUT 0.4 MILE NORTH
 AW2001'ALONG CENTER STREET TO THE SOUTH GUARD HOUSE OF THE SHELL OIL COMPANY,
 AW2001'58 1/2 FEET EAST OF THE CENTER LINE OF CENTER STREET, 112 FEET NORTH
 AW2001'OF THE GUARD HOUSE, 13 FEET NORTH OF THE CENTER LINE OF A PAVED STREET
 AW2001'LEADING EAST, AND IN THE TOP OF A CONCRETE POST WHICH IS ENCASED IN A
 AW2001'10-INCH STEEL PIPE PROJECTING 4 INCHES.
 AW2001
 AW2001                          STATION RECOVERY (1964)
 AW2001
 AW2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2001'RECOVERED IN GOOD CONDITION.
 AW2001
 AW2001                          STATION RECOVERY (1978)
 AW2001
 AW2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0207 ***********************************************************************
 DQ0207  DESIGNATION -  35
 DQ0207  PID         -  DQ0207
 DQ0207  STATE/COUNTY-  TX/HOCKLEY
 DQ0207  USGS QUAD   -  WHITEFACE (1965)
 DQ0207
 DQ0207                         *CURRENT SURVEY CONTROL
 DQ0207  ___________________________________________________________________
 DQ0207* NAD 83(1986)-  33 35 44.     (N)    102 32 20.     (W)     SCALED    
 DQ0207* NAVD 88     -      1104.795  (meters)    3624.65   (feet)  ADJUSTED  
 DQ0207  ___________________________________________________________________
 DQ0207  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 DQ0207  DYNAMIC HT  -        1103.345 (meters)    3619.89  (feet)  COMP
 DQ0207  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 DQ0207
 DQ0207  VERT ORDER  -  SECOND    CLASS 0
 DQ0207
 DQ0207.The horizontal coordinates were scaled from a topographic map and have
 DQ0207.an estimated accuracy of +/- 6 seconds.
 DQ0207
 DQ0207.The orthometric height was determined by differential leveling
 DQ0207.and adjusted by the National Geodetic Survey in June 1991..
 DQ0207
 DQ0207.The geoid height was determined by GEOID03.
 DQ0207
 DQ0207.The dynamic height is computed by dividing the NAVD 88
 DQ0207.geopotential number by the normal gravity value computed on the
 DQ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0207.degrees latitude (g = 980.6199 gals.).
 DQ0207
 DQ0207.The modeled gravity was interpolated from observed gravity values.
 DQ0207
 DQ0207;                    North         East    Units  Estimated Accuracy
 DQ0207;SPC TXNC     - 2,221,100.      225,230.      MT  (+/- 180 meters Scaled)
 DQ0207
 DQ0207                          SUPERSEDED SURVEY CONTROL
 DQ0207
 DQ0207  NGVD 29 (??/??/92) 1104.387  (m)         3623.31   (f) ADJ UNCH    2 0
 DQ0207
 DQ0207.Superseded values are not recommended for survey control.
 DQ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0207.See file dsdata.txt to determine how the superseded data were derived.
 DQ0207
 DQ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT283200(NAD 83)
 DQ0207_MARKER: B = BOLT
 DQ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0207+STABILITY: SURFACE MOTION
 DQ0207
 DQ0207  HISTORY     - Date     Condition        Report By
 DQ0207  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0207  HISTORY     - 1934     GOOD             NGS
 DQ0207
 DQ0207                          STATION DESCRIPTION
 DQ0207
 DQ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0207'9.2 MI W FROM LEVELLAND.
 DQ0207'9.2 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0207'STATION AT LEVELLAND, HOCKLEY COUNTY, 475 FEET WEST OF A ROAD
 DQ0207'CROSSING, 96 FEET NORTH OF MILEPOST 35, 51 FEET NORTH OF THE
 DQ0207'CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 DQ0207'FENCE.  A TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0108 ***********************************************************************
 FL0108  DESIGNATION -  35
 FL0108  PID         -  FL0108
 FL0108  STATE/COUNTY-  TX/WHEELER
 FL0108  USGS QUAD   -  BRISCOE (1963)
 FL0108
 FL0108                         *CURRENT SURVEY CONTROL
 FL0108  ___________________________________________________________________
 FL0108* NAD 83(1986)-  35 33 43.     (N)    100 21 35.     (W)     SCALED    
 FL0108* NAVD 88     -       808.035  (meters)    2651.03   (feet)  ADJUSTED  
 FL0108  ___________________________________________________________________
 FL0108  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 FL0108  DYNAMIC HT  -         807.154 (meters)    2648.14  (feet)  COMP
 FL0108  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 FL0108
 FL0108  VERT ORDER  -  SECOND    CLASS 0
 FL0108
 FL0108.The horizontal coordinates were scaled from a topographic map and have
 FL0108.an estimated accuracy of +/- 6 seconds.
 FL0108
 FL0108.The orthometric height was determined by differential leveling
 FL0108.and adjusted by the National Geodetic Survey in June 1991..
 FL0108
 FL0108.The geoid height was determined by GEOID03.
 FL0108
 FL0108.The dynamic height is computed by dividing the NAVD 88
 FL0108.geopotential number by the normal gravity value computed on the
 FL0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0108.degrees latitude (g = 980.6199 gals.).
 FL0108
 FL0108.The modeled gravity was interpolated from observed gravity values.
 FL0108
 FL0108;                    North         East    Units  Estimated Accuracy
 FL0108;SPC TX N     - 1,173,870.      303,370.      MT  (+/- 180 meters Scaled)
 FL0108
 FL0108                          SUPERSEDED SURVEY CONTROL
 FL0108
 FL0108  NGVD 29 (??/??/92)  807.693  (m)         2649.91   (f) ADJ UNCH    2 0
 FL0108
 FL0108.Superseded values are not recommended for survey control.
 FL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0108.See file dsdata.txt to determine how the superseded data were derived.
 FL0108
 FL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE767362(NAD 83)
 FL0108_MARKER: DB = BENCH MARK DISK
 FL0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0108+STABILITY: SURFACE MOTION
 FL0108
 FL0108  HISTORY     - Date     Condition        Report By
 FL0108  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0108  HISTORY     - 1935     GOOD             NGS
 FL0108  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0108
 FL0108                          STATION DESCRIPTION
 FL0108
 FL0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0108'4.7 MI E FROM MOBEETIE.
 FL0108'4.7 MILES EAST ALONG A.T. AND S.F. RAILROAD BETWEEN LAKETON AND
 FL0108'GAGEBY.  96.3 FEET SOUTH OF MILE POST NO. 35.  49.7 FEET SOUTH OF
 FL0108'SOUTH RAIL.  1.4 FEET NORTH OF RIGHT-OF-WAY FENCE.
 FL0108
 FL0108                          STATION RECOVERY (1963)
 FL0108
 FL0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0010 ***********************************************************************
 DN0010  DESIGNATION -  35
 DN0010  PID         -  DN0010
 DN0010  STATE/COUNTY-  TX/GRAYSON
 DN0010  USGS QUAD   -  AMBROSE (1984)
 DN0010
 DN0010                         *CURRENT SURVEY CONTROL
 DN0010  ___________________________________________________________________
 DN0010* NAD 83(1986)-  33 37 51.     (N)    096 24 44.     (W)     SCALED    
 DN0010* NAVD 88     -       189.576  (meters)     621.97   (feet)  ADJUSTED  
 DN0010  ___________________________________________________________________
 DN0010  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DN0010  DYNAMIC HT  -         189.373 (meters)     621.30  (feet)  COMP
 DN0010  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 DN0010
 DN0010  VERT ORDER  -  FIRST     CLASS II
 DN0010
 DN0010.The horizontal coordinates were scaled from a topographic map and have
 DN0010.an estimated accuracy of +/- 6 seconds.
 DN0010
 DN0010.The orthometric height was determined by differential leveling
 DN0010.and adjusted by the National Geodetic Survey in June 1991..
 DN0010
 DN0010.The geoid height was determined by GEOID03.
 DN0010
 DN0010.The dynamic height is computed by dividing the NAVD 88
 DN0010.geopotential number by the normal gravity value computed on the
 DN0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0010.degrees latitude (g = 980.6199 gals.).
 DN0010
 DN0010.The modeled gravity was interpolated from observed gravity values.
 DN0010
 DN0010;                    North         East    Units  Estimated Accuracy
 DN0010;SPC TXNC     - 2,219,740.      793,680.      MT  (+/- 180 meters Scaled)
 DN0010
 DN0010                          SUPERSEDED SURVEY CONTROL
 DN0010
 DN0010  NGVD 29 (??/??/92)  189.562  (m)          621.92   (f) ADJ UNCH    1 2
 DN0010
 DN0010.Superseded values are not recommended for survey control.
 DN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0010.See file dsdata.txt to determine how the superseded data were derived.
 DN0010
 DN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC400242(NAD 83)
 DN0010_MARKER: S = SPIKE
 DN0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0010_SP_SET: CULVERT
 DN0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0010
 DN0010  HISTORY     - Date     Condition        Report By
 DN0010  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0010  HISTORY     - 1933     GOOD             NGS
 DN0010  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0010
 DN0010                          STATION DESCRIPTION
 DN0010
 DN0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0010'1.6 MI N FROM BELLS.
 DN0010'1.6 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0010'BELLS, GRAYSON COUNTY, 1,700 FEET NORTH OF MILEPOST 673, AT A CONCRETE
 DN0010'CULVERT, AND IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL. A
 DN0010'RAILROAD SPIKE.
 DN0010
 DN0010                          STATION RECOVERY (1986)
 DN0010
 DN0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1328 ***********************************************************************
 FL1328  DESIGNATION -  35
 FL1328  PID         -  FL1328
 FL1328  STATE/COUNTY-  TX/MOORE
 FL1328  USGS QUAD   -  MASTERSON (1953)
 FL1328
 FL1328                         *CURRENT SURVEY CONTROL
 FL1328  ___________________________________________________________________
 FL1328* NAD 83(1986)-  35 38 02.     (N)    101 59 03.     (W)     SCALED    
 FL1328* NAVD 88     -      1137.844  (meters)    3733.08   (feet)  ADJUSTED  
 FL1328  ___________________________________________________________________
 FL1328  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1328  DYNAMIC HT  -        1136.510 (meters)    3728.70  (feet)  COMP
 FL1328  MODELED GRAV-     979,421.8   (mgal)                       NAVD 88
 FL1328
 FL1328  VERT ORDER  -  SECOND    CLASS 0
 FL1328
 FL1328.The horizontal coordinates were scaled from a topographic map and have
 FL1328.an estimated accuracy of +/- 6 seconds.
 FL1328
 FL1328.The orthometric height was determined by differential leveling
 FL1328.and adjusted by the National Geodetic Survey in June 1991..
 FL1328
 FL1328.The geoid height was determined by GEOID03.
 FL1328
 FL1328.The dynamic height is computed by dividing the NAVD 88
 FL1328.geopotential number by the normal gravity value computed on the
 FL1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1328.degrees latitude (g = 980.6199 gals.).
 FL1328
 FL1328.The modeled gravity was interpolated from observed gravity values.
 FL1328
 FL1328;                    North         East    Units  Estimated Accuracy
 FL1328;SPC TX N     - 1,181,370.      156,150.      MT  (+/- 180 meters Scaled)
 FL1328
 FL1328                          SUPERSEDED SURVEY CONTROL
 FL1328
 FL1328  NGVD 29 (??/??/92) 1137.294  (m)         3731.27   (f) ADJ UNCH    2 0
 FL1328
 FL1328.Superseded values are not recommended for survey control.
 FL1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1328.See file dsdata.txt to determine how the superseded data were derived.
 FL1328
 FL1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE297474(NAD 83)
 FL1328_MARKER: B = BOLT
 FL1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1328+STABILITY: SURFACE MOTION
 FL1328
 FL1328  HISTORY     - Date     Condition        Report By
 FL1328  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1328  HISTORY     - 1934     GOOD             NGS
 FL1328
 FL1328                          STATION DESCRIPTION
 FL1328
 FL1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1328'17.0 MI SE FROM DUMAS.
 FL1328'17.0 MILES SE OF AND ALONG THE S.F.R.R. OPPOSITE MILE POST 35.  98 FT.
 FL1328'NE OF CENTER OF TRACK.  2 FT. SW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1610 ***********************************************************************
 AH1610  DESIGNATION -  35
 AH1610  PID         -  AH1610
 AH1610  STATE/COUNTY-  TX/ARANSAS
 AH1610  USGS QUAD   -  PORT ARANSAS (1975)
 AH1610
 AH1610                         *CURRENT SURVEY CONTROL
 AH1610  ___________________________________________________________________
 AH1610* NAD 83(1993)-  27 50 27.69446(N)    097 02 51.46877(W)     ADJUSTED  
 AH1610* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 AH1610  ___________________________________________________________________
 AH1610  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH1610  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH1610
 AH1610  HORZ ORDER  -  SECOND
 AH1610
 AH1610.The horizontal coordinates were established by classical geodetic methods
 AH1610.and adjusted by the National Geodetic Survey in February 1996..
 AH1610
 AH1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1610
 AH1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1610
 AH1610.The geoid height was determined by GEOID03.
 AH1610
 AH1610;                    North         East     Units Scale Factor Converg.
 AH1610;SPC TXSC     - 4,002,458.244   792,349.317   MT  1.00019977   +0 57 23.4
 AH1610;SPC TXSC     -13,131,398.42  2,599,566.05   sFT  1.00019977   +0 57 23.4
 AH1610;SPC TX S     - 5,241,732.938   443,064.032   MT  1.00000196   +0 39 33.8
 AH1610;SPC TX S     -17,197,252.15  1,453,619.24   sFT  1.00000196   +0 39 33.8
 AH1610;UTM  14      - 3,081,122.449   692,264.032   MT  1.00005628   +0 54 43.5
 AH1610
 AH1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1610!SPC TXSC     -   1.00000390  x   1.00019977  =   1.00020367
 AH1610!SPC TX S     -   1.00000390  x   1.00000196  =   1.00000586
 AH1610!UTM  14      -   1.00000390  x   1.00005628  =   1.00006018
 AH1610
 AH1610|---------------------------------------------------------------------|
 AH1610| PID    Reference Object                     Distance      Geod. Az  |
 AH1610|                                                           dddmmss.s |
 AH1610| CS4308 35 RM 2                               2.552 METERS 22549     |
 AH1610| CS4307 35 RM 1                               4.877 METERS 31205     |
 AH1610|---------------------------------------------------------------------|
 AH1610
 AH1610                          SUPERSEDED SURVEY CONTROL
 AH1610
 AH1610  NAD 83(1986)-  27 50 27.69946(N)    097 02 51.44644(W) AD(       ) 2
 AH1610  NGVD 29 (06/28/90)    1.6    (m)            5.     (f) VERT ANG       
 AH1610
 AH1610.Superseded values are not recommended for survey control.
 AH1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1610.See file dsdata.txt to determine how the superseded data were derived.
 AH1610
 AH1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9226481122(NAD 83)
 AH1610_MARKER: DD = SURVEY DISK
 AH1610_SETTING: 0 = UNSPECIFIED SETTING
 AH1610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH1610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1610
 AH1610  HISTORY     - Date     Condition        Report By
 AH1610  HISTORY     - 1985     MONUMENTED       USE
 AH1610  HISTORY     - 19910718 GOOD             USPSQD
 AH1610
 AH1610                          STATION DESCRIPTION
 AH1610
 AH1610'DESCRIBED BY US ENGINEERS 1985 (VDN)
 AH1610'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI)
 AH1610'EAST OF THE U S COAST GUARD STATION IN PORT ARANSAS, ON THE NORTH
 AH1610'JETTY OF THE CORPUS CHRISTI SHIP CHANNEL AND JUST SOUTHEAST OF A
 AH1610'WOODEN PIER.
 AH1610'OWNERSHIP--ARMY DEPT OF ARMY CORPS OF ENGINEERS, 2 SCIENCE PARK,
 AH1610'CORPUS CHRISTI TX 78401, PHONE 512-888-3354.
 AH1610'
 AH1610'TO REACH THE STATION FROM WOODYS MARINA IN PORT ARANSAS, TAKE THE
 AH1610'ST JO ISLAND PASSENGER FERRY JETTY BOAT TO THE NORTH JETTY. THEN
 AH1610'WALK SOUTH ALONG JETTY FOR 19.6 METERS (64.3 FT) TO THE STATION.
 AH1610'
 AH1610'THE STATION IS A STANDARD USE DISK
 AH1610'STAMPED---35---,
 AH1610'SET INTO A DRILL HOLE IN A CONCRETE SEAWALL. LOCATED
 AH1610'19.6 METERS (64.3 FT) SOUTHEAST FROM A WOODEN PIER,
 AH1610'2.8 METERS (9.2 FT) NORTHEAST FROM THE WEST EDGE OF THE JETTY AND
 AH1610'1.9 METERS (6.2 FT) SOUTHWEST FROM THE EAST EDGE OF THE JETTY.
 AH1610'
 AH1610'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AH1610'STAMPED---35 USE NO 1 1985---,
 AH1610'SET INTO A DRILL HOLE IN A CONCRETE SEAWALL. LOCATED
 AH1610'14.7 METERS (48.2 FT) SOUTHEAST FROM THE WOODEN PIER,
 AH1610'0.82 METER (2.7 FT) NORTHEAST FROM THE WEST EDGE OF THE JETTY AND
 AH1610'0.67 METER (2.2 FT) SOUTHWEST FROM THE EAST EDGE OF THE JETTY.
 AH1610'MARK IS LEVEL WITH THE STATION.
 AH1610'
 AH1610'REFERENCE MARK NO. 2 IS A COPPER PIPE
 AH1610'THAT IS ---UNSTAMPED---,
 AH1610'IS A 0.025 METER COPPER PIPE FILLED WITH CEMENT SET IN A
 AH1610'DRILL HOLE. LOCATED
 AH1610'19.4 METERS (63.6 FT) SOUTHEAST FROM THE WOODEN PIER AND
 AH1610'2.56 METERS (8.4 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE JETTY.
 AH1610'MARK IS 0.5 METER BELOW THE STATION.
 AH1610'
 AH1610'HEIGHT OF LIGHT SHOWN WAS 85 CM ABOVE THE MARK.
 AH1610'
 AH1610'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME. STATION 25 USE WILL
 AH1610'SERVE. SEE DESCRIPTION THEREOF.
 AH1610'
 AH1610'DESCRIBED BY D. L. MCFARLAND.
 AH1610
 AH1610                          STATION RECOVERY (1991)
 AH1610
 AH1610'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AH1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0014 ***********************************************************************
 DN0014  DESIGNATION -  35 A
 DN0014  PID         -  DN0014
 DN0014  STATE/COUNTY-  TX/GRAYSON
 DN0014  USGS QUAD   -  AMBROSE (1984)
 DN0014
 DN0014                         *CURRENT SURVEY CONTROL
 DN0014  ___________________________________________________________________
 DN0014* NAD 83(1986)-  33 42 30.     (N)    096 28 04.     (W)     SCALED    
 DN0014* NAVD 88     -       165.51   (+/-2cm)     543.0    (feet)  VERTCON   
 DN0014  ___________________________________________________________________
 DN0014  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DN0014
 DN0014  VERT ORDER  -  ? (See Below)
 DN0014
 DN0014.The horizontal coordinates were scaled from a topographic map and have
 DN0014.an estimated accuracy of +/- 6 seconds.
 DN0014
 DN0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0014.The vertical order pertains to the NGVD 29 superseded value.
 DN0014
 DN0014.The geoid height was determined by GEOID03.
 DN0014
 DN0014;                    North         East    Units  Estimated Accuracy
 DN0014;SPC TXNC     - 2,228,230.      788,360.      MT  (+/- 180 meters Scaled)
 DN0014
 DN0014                          SUPERSEDED SURVEY CONTROL
 DN0014
 DN0014  NGVD 29 (??/??/92)  165.499  (m)          542.97   (f) ADJ UNCH    ?  
 DN0014
 DN0014.Superseded values are not recommended for survey control.
 DN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0014.See file dsdata.txt to determine how the superseded data were derived.
 DN0014
 DN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC346326(NAD 83)
 DN0014_MARKER: Q = CHISELED SQUARE
 DN0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0014_SP_SET: ABUTMENT
 DN0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0014
 DN0014  HISTORY     - Date     Condition        Report By
 DN0014  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0014  HISTORY     - 1933     GOOD             NGS
 DN0014  HISTORY     - 1934     GOOD             NGS
 DN0014  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0014
 DN0014                          STATION DESCRIPTION
 DN0014
 DN0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0014'5.3 MI SE FROM DENISON.
 DN0014'5.3 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0014'FROM DENISON, GRAYSON COUNTY, AT BRIDGE 666.3, AND ON THE TOP OF THE
 DN0014'SOUTHWEST CORNER OF THE SOUTH ABUTMENT.  A CHISELED SQUARE.
 DN0014
 DN0014                          STATION RECOVERY (1934)
 DN0014
 DN0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DN0014'RECOVERED IN GOOD CONDITION.
 DN0014
 DN0014                          STATION RECOVERY (1986)
 DN0014
 DN0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1826 ***********************************************************************
 BK1826  DESIGNATION -  35 ATSFRR
 BK1826  PID         -  BK1826
 BK1826  STATE/COUNTY-  TX/JASPER
 BK1826  USGS QUAD   -  BUNA (1984)
 BK1826
 BK1826                         *CURRENT SURVEY CONTROL
 BK1826  ___________________________________________________________________
 BK1826* NAD 83(1986)-  30 25 36.     (N)    093 58 46.     (W)     SCALED    
 BK1826* NAVD 88     -        20.84   (+/-2cm)      68.4    (feet)  VERTCON   
 BK1826  ___________________________________________________________________
 BK1826  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1826
 BK1826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1826
 BK1826.The horizontal coordinates were scaled from a topographic map and have
 BK1826.an estimated accuracy of +/- 6 seconds.
 BK1826
 BK1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1826.The vertical order pertains to the NGVD 29 superseded value.
 BK1826
 BK1826.The geoid height was determined by GEOID03.
 BK1826
 BK1826;                    North         East    Units  Estimated Accuracy
 BK1826;SPC TX C     - 3,101,680.    1,310,050.      MT  (+/- 180 meters Scaled)
 BK1826
 BK1826                          SUPERSEDED SURVEY CONTROL
 BK1826
 BK1826  NGVD 29 (??/??/??)   20.812  (m)           68.28   (f) ADJUSTED    2 0
 BK1826
 BK1826.Superseded values are not recommended for survey control.
 BK1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1826.See file dsdata.txt to determine how the superseded data were derived.
 BK1826
 BK1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP059664(NAD 83)
 BK1826_MARKER: Z = SEE DESCRIPTION
 BK1826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1826_SP_SET: RAIL
 BK1826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1826
 BK1826  HISTORY     - Date     Condition        Report By
 BK1826  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1826  HISTORY     - 1935     GOOD             CGS
 BK1826  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1826  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1826
 BK1826                          STATION DESCRIPTION
 BK1826
 BK1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1826'1.1 MI SW FROM BUNA.
 BK1826'1.1 MI SW OF AND ALONG THE S F R R TOP OF A BM RAIL 8 FEET S OF CENTER
 BK1826'OF TRACK AND OPPOSITE MILEPOST 35.
 BK1826
 BK1826                          STATION RECOVERY (2002)
 BK1826
 BK1826'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1826'MARK NOT FOUND.
 BK1826
 BK1826                          STATION RECOVERY (2004)
 BK1826
 BK1826'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0293 ***********************************************************************
 FM0293  DESIGNATION -  3502.9
 FM0293  PID         -  FM0293
 FM0293  STATE/COUNTY-  TX/OLDHAM
 FM0293  USGS QUAD   -  ROTTEN HILL (1966)
 FM0293
 FM0293                         *CURRENT SURVEY CONTROL
 FM0293  ___________________________________________________________________
 FM0293* NAD 83(1986)-  35 20 02.     (N)    102 13 50.     (W)     SCALED    
 FM0293* NAVD 88     -      1068.154  (meters)    3504.44   (feet)  ADJUSTED  
 FM0293  ___________________________________________________________________
 FM0293  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FM0293  DYNAMIC HT  -        1066.886 (meters)    3500.28  (feet)  COMP
 FM0293  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 FM0293
 FM0293  VERT ORDER  -  SECOND    CLASS 0
 FM0293
 FM0293.The horizontal coordinates were scaled from a topographic map and have
 FM0293.an estimated accuracy of +/- 6 seconds.
 FM0293
 FM0293.The orthometric height was determined by differential leveling
 FM0293.and adjusted by the National Geodetic Survey in June 1991..
 FM0293
 FM0293.The geoid height was determined by GEOID03.
 FM0293
 FM0293.The dynamic height is computed by dividing the NAVD 88
 FM0293.geopotential number by the normal gravity value computed on the
 FM0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0293.degrees latitude (g = 980.6199 gals.).
 FM0293
 FM0293.The modeled gravity was interpolated from observed gravity values.
 FM0293
 FM0293;                    North         East    Units  Estimated Accuracy
 FM0293;SPC TX N     - 1,148,220.      133,590.      MT  (+/- 180 meters Scaled)
 FM0293
 FM0293                          SUPERSEDED SURVEY CONTROL
 FM0293
 FM0293  NGVD 29 (??/??/92) 1067.675  (m)         3502.86   (f) ADJ UNCH    2 0
 FM0293
 FM0293.Superseded values are not recommended for survey control.
 FM0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0293.See file dsdata.txt to determine how the superseded data were derived.
 FM0293
 FM0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV517135(NAD 83)
 FM0293_MARKER: Z = SEE DESCRIPTION
 FM0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0293_SP_SET: CONCRETE
 FM0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0293
 FM0293  HISTORY     - Date     Condition        Report By
 FM0293  HISTORY     - UNK      MONUMENTED       USGS
 FM0293  HISTORY     - 1935     GOOD             NGS
 FM0293
 FM0293                          STATION DESCRIPTION
 FM0293
 FM0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0293'19.7 MI N FROM WILDORADO.
 FM0293'ALONG TRAIL BETWEEN A POINT 16.4 MILES NORTH OF WILDORADO AND 16.7
 FM0293'MILES NORTHWEST OF BUSHLAND, 1.8 MILES NORTHEAST OF SANDY DRAW, 10
 FM0293'FEET SOUTHEAST OF TRAIL, TO REACH FROM WILDORADO GO NORTH ON TRAIL
 FM0293'TOWARD COTTONWOOD CAMP 14.6 MILES TO ROAD FORK WHERE DIM ROAD MEETS
 FM0293'GRADED ROAD AT WIRE GATE, TAKE DIM ROAD EAST 4.4 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1186 ***********************************************************************
 FL1186  DESIGNATION -  3507.87
 FL1186  PID         -  FL1186
 FL1186  STATE/COUNTY-  TX/CARSON
 FL1186  USGS QUAD   -  POMEROY (1953)
 FL1186
 FL1186                         *CURRENT SURVEY CONTROL
 FL1186  ___________________________________________________________________
 FL1186* NAD 83(1986)-  35 28 12.     (N)    101 30 58.     (W)     SCALED    
 FL1186* NAVD 88     -      1060.14   (+/-2cm)    3478.1    (feet)  VERTCON   
 FL1186  ___________________________________________________________________
 FL1186  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 FL1186
 FL1186  VERT ORDER  -  ? (See Below)
 FL1186
 FL1186.The horizontal coordinates were scaled from a topographic map and have
 FL1186.an estimated accuracy of +/- 6 seconds.
 FL1186
 FL1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1186.The vertical order pertains to the NGVD 29 superseded value.
 FL1186
 FL1186.The geoid height was determined by GEOID03.
 FL1186
 FL1186;                    North         East    Units  Estimated Accuracy
 FL1186;SPC TX N     - 1,163,080.      198,540.      MT  (+/- 180 meters Scaled)
 FL1186
 FL1186                          SUPERSEDED SURVEY CONTROL
 FL1186
 FL1186  NGVD 29 (??/??/92) 1059.641  (m)         3476.51   (f) ADJ UNCH    ?  
 FL1186
 FL1186.Superseded values are not recommended for survey control.
 FL1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1186.See file dsdata.txt to determine how the superseded data were derived.
 FL1186
 FL1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE716280(NAD 83)
 FL1186_MARKER: B = BOLT
 FL1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1186+STABILITY: SURFACE MOTION
 FL1186
 FL1186  HISTORY     - Date     Condition        Report By
 FL1186  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1186  HISTORY     - 1935     GOOD             NGS
 FL1186
 FL1186                          STATION DESCRIPTION
 FL1186
 FL1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1186'13.1 MI NW FROM PANHANDLE.
 FL1186'13.1 MILES NORTHWEST OF A.T. AND S.F. DEPOT BY RAIL ALONG PANHANDLE
 FL1186'AND SANTE FE RAILROAD BETWEEN PANHANDLE AND BORGER, ALONG EAST
 FL1186'RIGHT-OF-WAY FENCE, 50 FEET NORTH OF MILEPOLE NO. 12, 100 FEET EAST OF
 FL1186'EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0948 ***********************************************************************
 FM0948  DESIGNATION -  3510325022
 FM0948  PID         -  FM0948
 FM0948  STATE/COUNTY-  TX/DEAF SMITH
 FM0948  USGS QUAD   -  GLENRIO (1982)
 FM0948
 FM0948                         *CURRENT SURVEY CONTROL
 FM0948  ___________________________________________________________________
 FM0948* NAD 83(1993)-  35 10 15.37026(N)    103 02 19.26866(W)     ADJUSTED  
 FM0948* NAVD 88     -      1224.7    (meters)    4018.     (feet)  VERTCON   
 FM0948  ___________________________________________________________________
 FM0948  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FM0948  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 FM0948
 FM0948  HORZ ORDER  -  SECOND
 FM0948
 FM0948.The horizontal coordinates were established by classical geodetic methods
 FM0948.and adjusted by the National Geodetic Survey in February 1996..
 FM0948
 FM0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0948
 FM0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0948
 FM0948.The geoid height was determined by GEOID03.
 FM0948
 FM0948;                    North         East     Units Scale Factor Converg.
 FM0948;SPC TX N     - 1,130,990.405    59,845.785   MT  0.99992011   -0 53 30.2
 FM0948;SPC TX N     - 3,710,591.02    196,344.05   sFT  0.99992011   -0 53 30.2
 FM0948;SPC NM E     -   463,308.110   282,932.387   MT  1.00008044   +0 44 45.0
 FM0948;SPC NM E     - 1,520,036.69    928,254.01   sFT  1.00008044   +0 44 45.0
 FM0948;UTM  13      - 3,893,760.836   678,612.017   MT  0.99999318   +1 07 48.2
 FM0948
 FM0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0948!SPC TX N     -   0.99981154  x   0.99992011  =   0.99973167
 FM0948!SPC NM E     -   0.99981154  x   1.00008044  =   0.99989197
 FM0948!UTM  13      -   0.99981154  x   0.99999318  =   0.99980472
 FM0948
 FM0948                          SUPERSEDED SURVEY CONTROL
 FM0948
 FM0948  NAD 83(1993)-  35 10 15.37026(N)    103 02 19.26866(W) AD(       ) 2
 FM0948  NAD 83(1986)-  35 10 15.37459(N)    103 02 19.26254(W) AD(       ) 2
 FM0948  NAD 27      -  35 10 15.16502(N)    103 02 17.45824(W) AD(       ) 2
 FM0948  NGVD 29 (07/19/86) 1224.2    (m)         4016.     (f) VERT ANG       
 FM0948
 FM0948.Superseded values are not recommended for survey control.
 FM0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0948.See file dsdata.txt to determine how the superseded data were derived.
 FM0948
 FM0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7861293761(NAD 83)
 FM0948_MARKER: DD = SURVEY DISK
 FM0948_SETTING: 0 = UNSPECIFIED SETTING
 FM0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0948
 FM0948  HISTORY     - Date     Condition        Report By
 FM0948  HISTORY     - 1972     MONUMENTED       NMHC
 FM0948
 FM0948                          STATION DESCRIPTION
 FM0948
 FM0948'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1972 (CWW)
 FM0948'STATION IS LOCATED IN DEAF SMITH COUNTY, TEXAS AND IS ABOUT 0.7
 FM0948'MILES SOUTH OF GLENRIO, NEW MEXICO.
 FM0948'
 FM0948'TO REACH FROM THE INTERSECTION OF U.S. 66 AND THE NEW MEXICO/TEXAS
 FM0948'STATE LINE IN GLENRIO GO SOUTH ON A DIRT ROAD FOLLOWING STATE
 FM0948'LINE 0.7 MILES TO A DIM TRAIL ROAD ON THE LEFT.  TURN LEFT
 FM0948'(EAST) AND TRAVEL CROSS-COUNTRY 0.2 MILES TO THE HIGHEST POINT OF
 FM0948'A SMALL KNOLL AND THE STATION.
 FM0948'
 FM0948'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FM0948'MONUMENT AND IS STAMPED 3510325022, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0007 ***********************************************************************
 BY0007  DESIGNATION -  351.23
 BY0007  PID         -  BY0007
 BY0007  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0007  USGS QUAD   -  SAN AUGUSTINE EAST (1984)
 BY0007
 BY0007                         *CURRENT SURVEY CONTROL
 BY0007  ___________________________________________________________________
 BY0007* NAD 83(1986)-  31 34 46.     (N)    094 06 52.     (W)     SCALED    
 BY0007* NAVD 88     -       107.20   (+/-2cm)     351.7    (feet)  VERTCON   
 BY0007  ___________________________________________________________________
 BY0007  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BY0007
 BY0007  VERT ORDER  -  ? (See Below)
 BY0007
 BY0007.The horizontal coordinates were scaled from a topographic map and have
 BY0007.an estimated accuracy of +/- 6 seconds.
 BY0007
 BY0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0007.The vertical order pertains to the NGVD 29 superseded value.
 BY0007
 BY0007.The geoid height was determined by GEOID03.
 BY0007
 BY0007;                    North         East    Units  Estimated Accuracy
 BY0007;SPC TX C     - 3,228,540.    1,289,960.      MT  (+/- 180 meters Scaled)
 BY0007
 BY0007                          SUPERSEDED SURVEY CONTROL
 BY0007
 BY0007  NGVD 29 (??/??/92)  107.226  (m)          351.79   (f) ADJ UNCH    ?  
 BY0007
 BY0007.Superseded values are not recommended for survey control.
 BY0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0007.See file dsdata.txt to determine how the superseded data were derived.
 BY0007
 BY0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ942943(NAD 83)
 BY0007_MARKER: Z = SEE DESCRIPTION
 BY0007_SETTING: 0 = UNSPECIFIED SETTING
 BY0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0007
 BY0007  HISTORY     - Date     Condition        Report By
 BY0007  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0007  HISTORY     - 1932     GOOD             NGS
 BY0007  HISTORY     - 1934     GOOD             NGS
 BY0007
 BY0007                          STATION DESCRIPTION
 BY0007
 BY0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0007'3.5 MI N FROM SAN AUGUSTINE.
 BY0007'3.5 MILES NORTH OF THE STATION AT SAN AUGUSTINE ON THE G.C. AND
 BY0007'S.F.R.R., VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION
 BY0007'351.23 FEET, 30 FEET WEST OF THE TRACK, 5 FEET NORTHWEST OF MILE POLE
 BY0007'NO. 124, 80 FEET NORTHWEST OF MILE RAIL NO. 124.
 BY0007
 BY0007                          STATION RECOVERY (1934)
 BY0007
 BY0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1183 ***********************************************************************
 FL1183  DESIGNATION -  3521.73
 FL1183  PID         -  FL1183
 FL1183  STATE/COUNTY-  TX/CARSON
 FL1183  USGS QUAD   -  POMEROY (1953)
 FL1183
 FL1183                         *CURRENT SURVEY CONTROL
 FL1183  ___________________________________________________________________
 FL1183* NAD 83(1986)-  35 26 33.     (N)    101 30 23.     (W)     SCALED    
 FL1183* NAVD 88     -      1074.16   (+/-2cm)    3524.1    (feet)  VERTCON   
 FL1183  ___________________________________________________________________
 FL1183  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 FL1183
 FL1183  VERT ORDER  -  ? (See Below)
 FL1183
 FL1183.The horizontal coordinates were scaled from a topographic map and have
 FL1183.an estimated accuracy of +/- 6 seconds.
 FL1183
 FL1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1183.The vertical order pertains to the NGVD 29 superseded value.
 FL1183
 FL1183.The geoid height was determined by GEOID03.
 FL1183
 FL1183;                    North         East    Units  Estimated Accuracy
 FL1183;SPC TX N     - 1,160,030.      199,420.      MT  (+/- 180 meters Scaled)
 FL1183
 FL1183                          SUPERSEDED SURVEY CONTROL
 FL1183
 FL1183  NGVD 29 (??/??/92) 1073.651  (m)         3522.47   (f) ADJ UNCH    ?  
 FL1183
 FL1183.Superseded values are not recommended for survey control.
 FL1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1183.See file dsdata.txt to determine how the superseded data were derived.
 FL1183
 FL1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE725250(NAD 83)
 FL1183_MARKER: B = BOLT
 FL1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1183+STABILITY: SURFACE MOTION
 FL1183
 FL1183  HISTORY     - Date     Condition        Report By
 FL1183  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1183  HISTORY     - 1935     GOOD             NGS
 FL1183
 FL1183                          STATION DESCRIPTION
 FL1183
 FL1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1183'11.1 MI NW FROM PANHANDLE.
 FL1183'11.1 MILES NORTHWEST OF A.T. AND S.F. DEPOT BY RAIL ALONG PANHANDLE
 FL1183'AND SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, 85 FEET NORTHEAST
 FL1183'OF NORTHEAST CORNER OF POMEROY DEPOT, 50 FEET EAST OF EAST RAIL, 12
 FL1183'FEET SOUTH OF MILEPOLE NO. 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2276 ***********************************************************************
 BY2276  DESIGNATION -  352.3
 BY2276  PID         -  BY2276
 BY2276  STATE/COUNTY-  TX/ANDERSON
 BY2276  USGS QUAD   -  BLACKFOOT (1982)
 BY2276
 BY2276                         *CURRENT SURVEY CONTROL
 BY2276  ___________________________________________________________________
 BY2276* NAD 83(1986)-  31 59 02.     (N)    095 50 53.     (W)     SCALED    
 BY2276* NAVD 88     -       107.432  (meters)     352.47   (feet)  ADJUSTED  
 BY2276  ___________________________________________________________________
 BY2276  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BY2276  DYNAMIC HT  -         107.305 (meters)     352.05  (feet)  COMP
 BY2276  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 BY2276
 BY2276  VERT ORDER  -  SECOND    CLASS 0
 BY2276
 BY2276.The horizontal coordinates were scaled from a topographic map and have
 BY2276.an estimated accuracy of +/- 6 seconds.
 BY2276
 BY2276.The orthometric height was determined by differential leveling
 BY2276.and adjusted by the National Geodetic Survey in June 1991..
 BY2276
 BY2276.The geoid height was determined by GEOID03.
 BY2276
 BY2276.The dynamic height is computed by dividing the NAVD 88
 BY2276.geopotential number by the normal gravity value computed on the
 BY2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2276.degrees latitude (g = 980.6199 gals.).
 BY2276
 BY2276.The modeled gravity was interpolated from observed gravity values.
 BY2276
 BY2276;                    North         East    Units  Estimated Accuracy
 BY2276;SPC TX C     - 3,265,440.    1,123,800.      MT  (+/- 180 meters Scaled)
 BY2276
 BY2276                          SUPERSEDED SURVEY CONTROL
 BY2276
 BY2276  NGVD 29 (??/??/92)  107.425  (m)          352.44   (f) ADJ UNCH    2 0
 BY2276
 BY2276.Superseded values are not recommended for survey control.
 BY2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2276.See file dsdata.txt to determine how the superseded data were derived.
 BY2276
 BY2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR308421(NAD 83)
 BY2276_MARKER: Z = SEE DESCRIPTION
 BY2276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY2276_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY2276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2276
 BY2276  HISTORY     - Date     Condition        Report By
 BY2276  HISTORY     - UNK      MONUMENTED       USGS
 BY2276  HISTORY     - 1947     GOOD             NGS
 BY2276
 BY2276                          STATION DESCRIPTION
 BY2276
 BY2276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2276'4.9 MI W FROM BRADFORD.
 BY2276'4.9 MILES WEST ALONG A NARROW OILED ROAD FROM WOODS STORE AT BRADFORD,
 BY2276'NEAR A FENCE CORNER, 130 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BY2276'WOODEN CATTLE GUARD, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1
 BY2276'FOOT SOUTH OF A FENCE POST PAINTED USBM 352.3.  THE TOP OF A 1 INCH
 BY2276'IRON PIPE WHICH PROJECTS 10 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1184 ***********************************************************************
 FL1184  DESIGNATION -  3523.12
 FL1184  PID         -  FL1184
 FL1184  STATE/COUNTY-  TX/CARSON
 FL1184  USGS QUAD   -  POMEROY (1953)
 FL1184
 FL1184                         *CURRENT SURVEY CONTROL
 FL1184  ___________________________________________________________________
 FL1184* NAD 83(1986)-  35 27 21.     (N)    101 30 48.     (W)     SCALED    
 FL1184* NAVD 88     -      1069.463  (meters)    3508.73   (feet)  ADJUSTED  
 FL1184  ___________________________________________________________________
 FL1184  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 FL1184  DYNAMIC HT  -        1068.216 (meters)    3504.64  (feet)  COMP
 FL1184  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 FL1184
 FL1184  VERT ORDER  -  SECOND    CLASS 0
 FL1184
 FL1184.The horizontal coordinates were scaled from a topographic map and have
 FL1184.an estimated accuracy of +/- 6 seconds.
 FL1184
 FL1184.The orthometric height was determined by differential leveling
 FL1184.and adjusted by the National Geodetic Survey in June 1991..
 FL1184
 FL1184.The geoid height was determined by GEOID03.
 FL1184
 FL1184.The dynamic height is computed by dividing the NAVD 88
 FL1184.geopotential number by the normal gravity value computed on the
 FL1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1184.degrees latitude (g = 980.6199 gals.).
 FL1184
 FL1184.The modeled gravity was interpolated from observed gravity values.
 FL1184
 FL1184;                    North         East    Units  Estimated Accuracy
 FL1184;SPC TX N     - 1,161,510.      198,790.      MT  (+/- 180 meters Scaled)
 FL1184
 FL1184                          SUPERSEDED SURVEY CONTROL
 FL1184
 FL1184  NGVD 29 (??/??/92) 1068.955  (m)         3507.06   (f) ADJ UNCH    2 0
 FL1184
 FL1184.Superseded values are not recommended for survey control.
 FL1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1184.See file dsdata.txt to determine how the superseded data were derived.
 FL1184
 FL1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE719264(NAD 83)
 FL1184_MARKER: B = BOLT
 FL1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1184+STABILITY: SURFACE MOTION
 FL1184
 FL1184  HISTORY     - Date     Condition        Report By
 FL1184  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1184  HISTORY     - 1935     GOOD             NGS
 FL1184
 FL1184                          STATION DESCRIPTION
 FL1184
 FL1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1184'12.1 MI NW FROM PANHANDLE.
 FL1184'12.1 MILES NORTHWEST OF A.T. AND S.F. DEPOT BY RAIL ALONG PANDLE AND
 FL1184'SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, 1 MILE NORTH OF
 FL1184'POMEROY DEPOT, IN EAST RIGHT-OF-WAY FENCE OPPOSITE MILEPOLE 11, 100
 FL1184'FEET EAST OF EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1041 ***********************************************************************
 FL1041  DESIGNATION -  3525.61
 FL1041  PID         -  FL1041
 FL1041  STATE/COUNTY-  TX/CARSON
 FL1041  USGS QUAD   -  ABELL (1965)
 FL1041
 FL1041                         *CURRENT SURVEY CONTROL
 FL1041  ___________________________________________________________________
 FL1041* NAD 83(1986)-  35 25 54.     (N)    101 29 44.     (W)     SCALED    
 FL1041* NAVD 88     -      1073.720  (meters)    3522.70   (feet)  ADJUSTED  
 FL1041  ___________________________________________________________________
 FL1041  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 FL1041  DYNAMIC HT  -        1072.466 (meters)    3518.58  (feet)  COMP
 FL1041  MODELED GRAV-     979,429.1   (mgal)                       NAVD 88
 FL1041
 FL1041  VERT ORDER  -  SECOND    CLASS 0
 FL1041
 FL1041.The horizontal coordinates were scaled from a topographic map and have
 FL1041.an estimated accuracy of +/- 6 seconds.
 FL1041
 FL1041.The orthometric height was determined by differential leveling
 FL1041.and adjusted by the National Geodetic Survey in June 1991..
 FL1041
 FL1041.The geoid height was determined by GEOID03.
 FL1041
 FL1041.The dynamic height is computed by dividing the NAVD 88
 FL1041.geopotential number by the normal gravity value computed on the
 FL1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1041.degrees latitude (g = 980.6199 gals.).
 FL1041
 FL1041.The modeled gravity was interpolated from observed gravity values.
 FL1041
 FL1041;                    North         East    Units  Estimated Accuracy
 FL1041;SPC TX N     - 1,158,820.      200,400.      MT  (+/- 180 meters Scaled)
 FL1041
 FL1041                          SUPERSEDED SURVEY CONTROL
 FL1041
 FL1041  NGVD 29 (??/??/92) 1073.213  (m)         3521.03   (f) ADJ UNCH    2 0
 FL1041
 FL1041.Superseded values are not recommended for survey control.
 FL1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1041.See file dsdata.txt to determine how the superseded data were derived.
 FL1041
 FL1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE734237(NAD 83)
 FL1041_MARKER: B = BOLT
 FL1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1041+STABILITY: SURFACE MOTION
 FL1041
 FL1041  HISTORY     - Date     Condition        Report By
 FL1041  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1041  HISTORY     - 1935     GOOD             NGS
 FL1041
 FL1041                          STATION DESCRIPTION
 FL1041
 FL1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1041'10.1 MI NW FROM PANHANDLE.
 FL1041'10.1 MILES NORTHWEST OF A.T. AND S.F. DEPOT BY RAIL ALONG PANHANDLE
 FL1041'AND SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, ALONG EAST
 FL1041'RIGHT-OF-WAY FENCE, 70 FEET NORTH OF MILEPOLE NO 9, 50 FEET EAST OF
 FL1041'EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1271 ***********************************************************************
 AX1271  DESIGNATION -  353
 AX1271  PID         -  AX1271
 AX1271  STATE/COUNTY-  TX/FAYETTE
 AX1271  USGS QUAD   -  MULDOON (1981)
 AX1271
 AX1271                         *CURRENT SURVEY CONTROL
 AX1271  ___________________________________________________________________
 AX1271* NAD 83(1986)-  29 49 06.     (N)    097 04 07.     (W)     SCALED    
 AX1271* NAVD 88     -       105.35   (+/-2cm)     345.6    (feet)  VERTCON   
 AX1271  ___________________________________________________________________
 AX1271  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AX1271
 AX1271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1271
 AX1271.The horizontal coordinates were scaled from a topographic map and have
 AX1271.an estimated accuracy of +/- 6 seconds.
 AX1271
 AX1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1271.The vertical order pertains to the NGVD 29 superseded value.
 AX1271
 AX1271.The geoid height was determined by GEOID03.
 AX1271
 AX1271;                    North         East    Units  Estimated Accuracy
 AX1271;SPC TXSC     - 4,221,530.      786,660.      MT  (+/- 180 meters Scaled)
 AX1271
 AX1271                          SUPERSEDED SURVEY CONTROL
 AX1271
 AX1271  NGVD 29 (??/??/92)  105.309  (m)          345.50   (f) ADJ UNCH    2 0
 AX1271
 AX1271.Superseded values are not recommended for survey control.
 AX1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1271.See file dsdata.txt to determine how the superseded data were derived.
 AX1271
 AX1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU866002(NAD 83)
 AX1271_MARKER: DD = SURVEY DISK
 AX1271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1271_SP_SET: LIMESTONE BLOCK
 AX1271_STAMPING: 353 SA. 57
 AX1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1271
 AX1271  HISTORY     - Date     Condition        Report By
 AX1271  HISTORY     - UNK      MONUMENTED       USGS
 AX1271  HISTORY     - 1943     GOOD             NGS
 AX1271  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1271  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AX1271
 AX1271                          STATION DESCRIPTION
 AX1271
 AX1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1271'IN MULDOON.
 AX1271'BENCH MARK IS SET VERTICALLY IN THE SOUTHEAST CORNER OF A LIMESTONE
 AX1271'BLOCK STORE BUILDING, ACROSS THE HIGHWAY FROM THE RAILROAD STATION,
 AX1271'3.0 FEET NORTH OF THE CORNER OF THE BUILDING AND ABOUT 2.0 FEET ABOVE
 AX1271'THE GROUND.  A (USGS.) DISK SET IN A DRILL HOLE.
 AX1271
 AX1271                          STATION RECOVERY (1997)
 AX1271
 AX1271'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1271'MARK NOT FOUND.
 AX1271
 AX1271                          STATION RECOVERY (2004)
 AX1271
 AX1271'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0038 ***********************************************************************
 AJ0038  DESIGNATION -  353
 AJ0038  PID         -  AJ0038
 AJ0038  STATE/COUNTY-  TX/DUVAL
 AJ0038  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0038
 AJ0038                         *CURRENT SURVEY CONTROL
 AJ0038  ___________________________________________________________________
 AJ0038* NAD 83(1986)-  27 43 37.     (N)    098 16 35.     (W)     SCALED    
 AJ0038* NAVD 88     -       107.204  (meters)     351.72   (feet)  ADJUSTED  
 AJ0038  ___________________________________________________________________
 AJ0038  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AJ0038  DYNAMIC HT  -         107.037 (meters)     351.17  (feet)  COMP
 AJ0038  MODELED GRAV-     979,090.6   (mgal)                       NAVD 88
 AJ0038
 AJ0038  VERT ORDER  -  FIRST     CLASS II
 AJ0038
 AJ0038.The horizontal coordinates were scaled from a topographic map and have
 AJ0038.an estimated accuracy of +/- 6 seconds.
 AJ0038
 AJ0038.The orthometric height was determined by differential leveling
 AJ0038.and adjusted by the National Geodetic Survey in June 1991..
 AJ0038
 AJ0038.The geoid height was determined by GEOID03.
 AJ0038
 AJ0038.The dynamic height is computed by dividing the NAVD 88
 AJ0038.geopotential number by the normal gravity value computed on the
 AJ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0038.degrees latitude (g = 980.6199 gals.).
 AJ0038
 AJ0038.The modeled gravity was interpolated from observed gravity values.
 AJ0038
 AJ0038;                    North         East    Units  Estimated Accuracy
 AJ0038;SPC TX S     - 5,228,290.      322,050.      MT  (+/- 180 meters Scaled)
 AJ0038
 AJ0038                          SUPERSEDED SURVEY CONTROL
 AJ0038
 AJ0038  NGVD 29 (??/??/92)  107.279  (m)          351.96   (f) ADJ UNCH    1 2
 AJ0038
 AJ0038.Superseded values are not recommended for survey control.
 AJ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0038.See file dsdata.txt to determine how the superseded data were derived.
 AJ0038
 AJ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR713671(NAD 83)
 AJ0038_MARKER: P = PIPE CAP
 AJ0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ0038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AJ0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0038
 AJ0038  HISTORY     - Date     Condition        Report By
 AJ0038  HISTORY     - UNK      MONUMENTED       USGS
 AJ0038  HISTORY     - 1932     GOOD             NGS
 AJ0038  HISTORY     - 1934     GOOD             NGS
 AJ0038
 AJ0038                          STATION DESCRIPTION
 AJ0038
 AJ0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 AJ0038'4.1 MI W FROM SAN DIEGO.
 AJ0038'ON THE TEXAS-MEXICAN RR., 0.3 MILE E OF MILE POST 105, AT RAILROAD
 AJ0038'CROSSING.  45 FT. S OF CROSSING IN LINE WITH TELEGRAPH POLES.
 AJ0038
 AJ0038                          STATION RECOVERY (1934)
 AJ0038
 AJ0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2009 ***********************************************************************
 AW2009  DESIGNATION -  35.480 SHELL
 AW2009  PID         -  AW2009
 AW2009  STATE/COUNTY-  TX/HARRIS
 AW2009  USGS QUAD   -  LA PORTE (1982)
 AW2009
 AW2009                         *CURRENT SURVEY CONTROL
 AW2009  ___________________________________________________________________
 AW2009* NAD 83(1986)-  29 43 02.     (N)    095 07 22.     (W)     SCALED    
 AW2009* NAVD 88     -         8.19   (+/-2cm)      26.9    (feet)  VERTCON   
 AW2009  ___________________________________________________________________
 AW2009  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2009
 AW2009  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2009
 AW2009.The horizontal coordinates were scaled from a topographic map and have
 AW2009.an estimated accuracy of +/- 6 seconds.
 AW2009
 AW2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2009.The vertical order pertains to the NGVD 29 superseded value.
 AW2009
 AW2009.The geoid height was determined by GEOID03.
 AW2009
 AW2009;                    North         East    Units  Estimated Accuracy
 AW2009;SPC TXSC     - 4,215,000.      975,040.      MT  (+/- 180 meters Scaled)
 AW2009
 AW2009                          SUPERSEDED SURVEY CONTROL
 AW2009
 AW2009  NGVD 29 (??/??/92)    8.191  (m)           26.87   (f) ADJ UNCH    1 2
 AW2009
 AW2009.Superseded values are not recommended for survey control.
 AW2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2009.See file dsdata.txt to determine how the superseded data were derived.
 AW2009
 AW2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN946893(NAD 83)
 AW2009_MARKER: Z = SEE DESCRIPTION
 AW2009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2009_SP_SET: FOUNDATION
 AW2009_STAMPING: N 2978.00 W 630.00 354.80
 AW2009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2009
 AW2009  HISTORY     - Date     Condition        Report By
 AW2009  HISTORY     - UNK      MONUMENTED       SHELL
 AW2009  HISTORY     - 1959     GOOD             NGS
 AW2009  HISTORY     - 1964     GOOD             NGS
 AW2009  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2009  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW2009  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW2009  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW2009  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW2009
 AW2009                          STATION DESCRIPTION
 AW2009
 AW2009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2009'0.9 MI N FROM DEER PARK.
 AW2009'ABOUT 0.4 MILE NORTH ALONG CENTER AVENUE FROM THE POST OFFICE AT DEER
 AW2009'PARK, THENCE ABOUT 0.4 MILE NORTH ALONG WEST 10TH STREET, THENCE ABOUT
 AW2009'0.1 MILE EAST ALONG NORTH 30TH STREET, AT THE JUNCTION WITH WEST 6TH
 AW2009'STREET, 25 FEET NORTH OF THE CENTER LINE OF NORTH 30TH STREET, 16 FEET
 AW2009'EAST OF THE EXTENDED CENTER LINE OF WEST 6TH STREET, 42 FEET SOUTH OF
 AW2009'THE SOUTHWEST CORNER OF A CONCRETE FIRE WALL AROUND A GROUP OF TANKS,
 AW2009'IN THE TOP OF THE CONCRETE FOUNDATION AROUND A STEEL MAN HOLE COVER, 5
 AW2009'INCHES NORTHWEST OF THE NORTHWEST EDGE OF THE COVER, AND ABOUT 5
 AW2009'INCHES ABOVE THE SURFACE.
 AW2009
 AW2009                          STATION RECOVERY (1964)
 AW2009
 AW2009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2009'RECOVERED IN GOOD CONDITION.
 AW2009
 AW2009                          STATION RECOVERY (1978)
 AW2009
 AW2009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2009'NOT RECOVERED.  NOTE=NEW CONSTRUCTION, MANHOLE COVER GONE.
 AW2009
 AW2009                          STATION RECOVERY (1997)
 AW2009
 AW2009'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2009'MARK NOT FOUND.
 AW2009
 AW2009                          STATION RECOVERY (1997)
 AW2009
 AW2009'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2009'MARK NOT FOUND.
 AW2009
 AW2009                          STATION RECOVERY (2004)
 AW2009
 AW2009'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2009'MARK NOT FOUND.
 AW2009
 AW2009                          STATION RECOVERY (2005)
 AW2009
 AW2009'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0183 ***********************************************************************
 CE0183  DESIGNATION -  3560
 CE0183  PID         -  CE0183
 CE0183  STATE/COUNTY-  TX/EL PASO
 CE0183  USGS QUAD   -  TORNILLO (1972)
 CE0183
 CE0183                         *CURRENT SURVEY CONTROL
 CE0183  ___________________________________________________________________
 CE0183* NAD 83(1986)-  31 25 32.     (N)    106 03 39.     (W)     SCALED    
 CE0183* NAVD 88     -      1089.772  (meters)    3575.36   (feet)  ADJUSTED  
 CE0183  ___________________________________________________________________
 CE0183  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CE0183  DYNAMIC HT  -        1088.074 (meters)    3569.79  (feet)  COMP
 CE0183  MODELED GRAV-     979,045.7   (mgal)                       NAVD 88
 CE0183
 CE0183  VERT ORDER  -  FIRST     CLASS II
 CE0183
 CE0183.The horizontal coordinates were scaled from a topographic map and have
 CE0183.an estimated accuracy of +/- 6 seconds.
 CE0183
 CE0183.The orthometric height was determined by differential leveling
 CE0183.and adjusted by the National Geodetic Survey in June 1991..
 CE0183
 CE0183.The geoid height was determined by GEOID03.
 CE0183
 CE0183.The dynamic height is computed by dividing the NAVD 88
 CE0183.geopotential number by the normal gravity value computed on the
 CE0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0183.degrees latitude (g = 980.6199 gals.).
 CE0183
 CE0183.The modeled gravity was interpolated from observed gravity values.
 CE0183
 CE0183;                    North         East    Units  Estimated Accuracy
 CE0183;SPC TX C     - 3,209,000.      155,730.      MT  (+/- 180 meters Scaled)
 CE0183
 CE0183                          SUPERSEDED SURVEY CONTROL
 CE0183
 CE0183.No superseded survey control is available for this station.
 CE0183
 CE0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ991772(NAD 83)
 CE0183_MARKER: P = PIPE CAP
 CE0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0183_SP_SET: IRON PIPE
 CE0183_STAMPING: 3573.497 FT
 CE0183_PROJECTION: PROJECTING 10 CENTIMETERS
 CE0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0183
 CE0183  HISTORY     - Date     Condition        Report By
 CE0183  HISTORY     - UNK      MONUMENTED       USGS
 CE0183  HISTORY     - 1955     GOOD             NGS
 CE0183  HISTORY     - 1981     GOOD             NGS
 CE0183
 CE0183                          STATION DESCRIPTION
 CE0183
 CE0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CE0183'2.0 MI SE FROM TORNILLO.
 CE0183'2.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0183'STATION AT TORNILLO, 17 1/2 RAILS SOUTHEAST OF THE CENTER OF A PRIVATE
 CE0183'ROAD CROSSING, 3.3 FEET NORTH OF THE 8TH POLE NORTHWEST OF MILEPOST
 CE0183'792, 64 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 80, 43.5
 CE0183'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.7 FOOT WEST OF A WITNESS POST,
 CE0183'4 FEET BELOW THE TOP OF THE RAILS, RIVETED ON THE TOP OF A 3 1/2 INCH
 CE0183'IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CE0183
 CE0183                          STATION RECOVERY (1981)
 CE0183
 CE0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0183'12.1 KM (7.55 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CE0183'POST OFFICE IN FABENS, 0.3 KM (0.2 MI) NORTHWEST OF RAILROAD MILEPOST
 CE0183'792, 0.2 KM (0.1 MI) SOUTHEAST OF A PRIVATE ROAD CROSSING, 19.5
 CE0183'METERS (64.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.3
 CE0183'METERS (43.5 FT) NORTH-NORTHEAST OF A UTILITY POLE AND 13.3 METERS
 CE0183'(43.5 FT) SOUTHWEST OF THE NEAR RAIL.
 CE0183'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CE0183'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0286 ***********************************************************************
 FM0286  DESIGNATION -  3561.7
 FM0286  PID         -  FM0286
 FM0286  STATE/COUNTY-  TX/OLDHAM
 FM0286  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0286
 FM0286                         *CURRENT SURVEY CONTROL
 FM0286  ___________________________________________________________________
 FM0286* NAD 83(1986)-  35 23 12.     (N)    102 15 28.     (W)     SCALED    
 FM0286* NAVD 88     -      1086.036  (meters)    3563.10   (feet)  ADJUSTED  
 FM0286  ___________________________________________________________________
 FM0286  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FM0286  DYNAMIC HT  -        1084.751 (meters)    3558.89  (feet)  COMP
 FM0286  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 FM0286
 FM0286  VERT ORDER  -  SECOND    CLASS 0
 FM0286
 FM0286.The horizontal coordinates were scaled from a topographic map and have
 FM0286.an estimated accuracy of +/- 6 seconds.
 FM0286
 FM0286.The orthometric height was determined by differential leveling
 FM0286.and adjusted by the National Geodetic Survey in June 1991..
 FM0286
 FM0286.The geoid height was determined by GEOID03.
 FM0286
 FM0286.The dynamic height is computed by dividing the NAVD 88
 FM0286.geopotential number by the normal gravity value computed on the
 FM0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0286.degrees latitude (g = 980.6199 gals.).
 FM0286
 FM0286.The modeled gravity was interpolated from observed gravity values.
 FM0286
 FM0286;                    North         East    Units  Estimated Accuracy
 FM0286;SPC TX N     - 1,154,100.      131,160.      MT  (+/- 180 meters Scaled)
 FM0286
 FM0286                          SUPERSEDED SURVEY CONTROL
 FM0286
 FM0286  NGVD 29 (??/??/92) 1085.558  (m)         3561.53   (f) ADJ UNCH    2 0
 FM0286
 FM0286.Superseded values are not recommended for survey control.
 FM0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0286.See file dsdata.txt to determine how the superseded data were derived.
 FM0286
 FM0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV490193(NAD 83)
 FM0286_MARKER: Z = SEE DESCRIPTION
 FM0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0286+STABILITY: SURFACE MOTION
 FM0286
 FM0286  HISTORY     - Date     Condition        Report By
 FM0286  HISTORY     - UNK      MONUMENTED       USGS
 FM0286  HISTORY     - 1935     GOOD             NGS
 FM0286
 FM0286                          STATION DESCRIPTION
 FM0286
 FM0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0286'14.6 MI NE FROM WILDERADO.
 FM0286'14.6 MILES NORTHWEST OF POST OFFICE BY ROADS, ALONG ROAD TO COTTONWOOD
 FM0286'CAMP AT CATTLE GUARD AND GATE IN EAST-WEST FENCE ACROSS ROAD, 400 FEET
 FM0286'EAST OF FENCE CORNER, AND 20 FEET EAST OF CENTER OF CATTLE GUARD. FROM
 FM0286'WILDORADO GO NORTH ALONG ROAD TOWARD COTTONWOOD CAMP, 14.6 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1429 ***********************************************************************
 CS1429  DESIGNATION -  357
 CS1429  PID         -  CS1429
 CS1429  STATE/COUNTY-  TX/DALLAS
 CS1429  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1429
 CS1429                         *CURRENT SURVEY CONTROL
 CS1429  ___________________________________________________________________
 CS1429* NAD 83(1986)-  32 45 49.     (N)    096 40 57.     (W)     SCALED    
 CS1429* NAVD 88     -       165.780  (meters)     543.90   (feet)  ADJUSTED  
 CS1429  ___________________________________________________________________
 CS1429  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CS1429  DYNAMIC HT  -         165.593 (meters)     543.28  (feet)  COMP
 CS1429  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 CS1429
 CS1429  VERT ORDER  -  SECOND    CLASS 0
 CS1429
 CS1429.The horizontal coordinates were scaled from a topographic map and have
 CS1429.an estimated accuracy of +/- 6 seconds.
 CS1429
 CS1429.The orthometric height was determined by differential leveling
 CS1429.and adjusted by the National Geodetic Survey in June 1991..
 CS1429
 CS1429.The geoid height was determined by GEOID03.
 CS1429
 CS1429.The dynamic height is computed by dividing the NAVD 88
 CS1429.geopotential number by the normal gravity value computed on the
 CS1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1429.degrees latitude (g = 980.6199 gals.).
 CS1429
 CS1429.The modeled gravity was interpolated from observed gravity values.
 CS1429
 CS1429;                    North         East    Units  Estimated Accuracy
 CS1429;SPC TXNC     - 2,123,110.      770,280.      MT  (+/- 180 meters Scaled)
 CS1429
 CS1429                          SUPERSEDED SURVEY CONTROL
 CS1429
 CS1429  NGVD 29 (??/??/92)  165.791  (m)          543.93   (f) ADJ UNCH    2 0
 CS1429
 CS1429.Superseded values are not recommended for survey control.
 CS1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1429.See file dsdata.txt to determine how the superseded data were derived.
 CS1429
 CS1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB170274(NAD 83)
 CS1429_MARKER: DD = SURVEY DISK
 CS1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1429_STAMPING: 357
 CS1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1429+STABILITY: SURFACE MOTION
 CS1429
 CS1429  HISTORY     - Date     Condition        Report By
 CS1429  HISTORY     - UNK      MONUMENTED       TXGS
 CS1429  HISTORY     - 1958     GOOD             NGS
 CS1429
 CS1429                          STATION DESCRIPTION
 CS1429
 CS1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1429'IN PLEASANT MOUND.
 CS1429'THE CHURCH MENTIONED IN THE ORIGINAL DESCRIPTION IS GONE.  THE MARK IS
 CS1429'ABOUT 25 FEET WEST OF THE CENTER OF BUCKNER BLVD., AT THE EAST BASE OF
 CS1429'THE SOUTH GATE POST ENTRANCE TO THE PLEASANT MOUND CEMETERY, 25 FEET
 CS1429'NORTH OF THE EXTENDED LINE OF THE SOUTH FENCE WHICH MARKS THE PROPERTY
 CS1429'LINE BETWEEN THE CEMETERY AND A LARGE CONOCO STATION IN THE NORTHWEST
 CS1429'POINT OF THE INTERSECTION OF BUCKNER BLVD. AND SCYENE RD. WHICH IS
 CS1429'STATE ROUTE NO. 352.  BUCKNER BLVD. IS LOOP 12.  THE MARK IS ABOUT 7.3
 CS1429'MILES EAST OF THE CENTER OF DALLAS.  A TGS DISK STAMPED 357 IN A
 CS1429'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0159 ***********************************************************************
 DM0159  DESIGNATION -  357
 DM0159  PID         -  DM0159
 DM0159  STATE/COUNTY-  TX/BOWIE
 DM0159  USGS QUAD   -  NEW BOSTON (1975)
 DM0159
 DM0159                         *CURRENT SURVEY CONTROL
 DM0159  ___________________________________________________________________
 DM0159* NAD 83(1986)-  33 27 40.     (N)    094 22 47.     (W)     SCALED    
 DM0159* NAVD 88     -       108.932  (meters)     357.39   (feet)  ADJUSTED  
 DM0159  ___________________________________________________________________
 DM0159  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM0159  DYNAMIC HT  -         108.817 (meters)     357.01  (feet)  COMP
 DM0159  MODELED GRAV-     979,579.2   (mgal)                       NAVD 88
 DM0159
 DM0159  VERT ORDER  -  SECOND    CLASS 0
 DM0159
 DM0159.The horizontal coordinates were scaled from a topographic map and have
 DM0159.an estimated accuracy of +/- 6 seconds.
 DM0159
 DM0159.The orthometric height was determined by differential leveling
 DM0159.and adjusted by the National Geodetic Survey in June 1991..
 DM0159
 DM0159.The geoid height was determined by GEOID03.
 DM0159
 DM0159.The dynamic height is computed by dividing the NAVD 88
 DM0159.geopotential number by the normal gravity value computed on the
 DM0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0159.degrees latitude (g = 980.6199 gals.).
 DM0159
 DM0159.The modeled gravity was interpolated from observed gravity values.
 DM0159
 DM0159;                    North         East    Units  Estimated Accuracy
 DM0159;SPC TXNC     - 2,206,500.      982,900.      MT  (+/- 180 meters Scaled)
 DM0159
 DM0159                          SUPERSEDED SURVEY CONTROL
 DM0159
 DM0159  NGVD 29 (??/??/92)  108.94   (m)          357.4    (f) COMPUTED    2 0
 DM0159
 DM0159.Superseded values are not recommended for survey control.
 DM0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0159.See file dsdata.txt to determine how the superseded data were derived.
 DM0159
 DM0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT717032(NAD 83)
 DM0159_MARKER: DD = SURVEY DISK
 DM0159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0159_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0159_STAMPING: 357 ADJ 1903
 DM0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0159
 DM0159  HISTORY     - Date     Condition        Report By
 DM0159  HISTORY     - 1903     MONUMENTED       USGS
 DM0159  HISTORY     - 1934     GOOD             NGS
 DM0159  HISTORY     - 1941     MARK NOT FOUND   LOCENG
 DM0159
 DM0159                          STATION DESCRIPTION
 DM0159
 DM0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0159'2.0 MI E FROM NEW BOSTON.
 DM0159'2.0 MI E OF AND ALONG THE T P R R AT A ROAD CROSSING.  100 FEET E OF
 DM0159'MILE POST 20.  15 FEET E OF R/W FENCE.  12 FEET W OF A CENTER OF A
 DM0159'CROSS ROAD.  40 FEET S OF CENTER OF TRACK.  THIS MARK WAS LOOSE.
 DM0159'REPAIRED BY THIS PARTY.
 DM0159
 DM0159                          STATION RECOVERY (1941)
 DM0159
 DM0159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 DM0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0010 ***********************************************************************
 CE0010  DESIGNATION -  3572.14
 CE0010  PID         -  CE0010
 CE0010  STATE/COUNTY-  TX/EL PASO
 CE0010  USGS QUAD   -  CLINT (1995)
 CE0010
 CE0010                         *CURRENT SURVEY CONTROL
 CE0010  ___________________________________________________________________
 CE0010* NAD 83(1986)-  31 31 23.     (N)    106 10 13.     (W)     SCALED    
 CE0010* NAVD 88     -      1102.271  (meters)    3616.37   (feet)  POSTED    
 CE0010  ___________________________________________________________________
 CE0010  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0010  DYNAMIC HT  -        1100.580 (meters)    3610.82  (feet)  COMP
 CE0010  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 CE0010
 CE0010  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0010
 CE0010.The horizontal coordinates were scaled from a topographic map and have
 CE0010.an estimated accuracy of +/- 6 seconds.
 CE0010
 CE0010.The orthometric height was determined by differential leveling
 CE0010.and adjusted by the National Geodetic Survey in 1992..
 CE0010.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0010.rate of 0.0 thru 1.0 mm/km.
 CE0010
 CE0010.The geoid height was determined by GEOID03.
 CE0010
 CE0010.The dynamic height is computed by dividing the NAVD 88
 CE0010.geopotential number by the normal gravity value computed on the
 CE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0010.degrees latitude (g = 980.6199 gals.).
 CE0010
 CE0010.The modeled gravity was interpolated from observed gravity values.
 CE0010
 CE0010;                    North         East    Units  Estimated Accuracy
 CE0010;SPC TX C     - 3,220,330.      145,910.      MT  (+/- 180 meters Scaled)
 CE0010
 CE0010                          SUPERSEDED SURVEY CONTROL
 CE0010
 CE0010.No superseded survey control is available for this station.
 CE0010
 CE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ888881(NAD 83)
 CE0010_MARKER: P = PIPE CAP
 CE0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0010_SP_SET: IRON PIPE
 CE0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0010
 CE0010  HISTORY     - Date     Condition        Report By
 CE0010  HISTORY     - UNK      MONUMENTED       BOR
 CE0010  HISTORY     - 1956     MARK NOT FOUND   NGS
 CE0010
 CE0010                          STATION DESCRIPTION
 CE0010
 CE0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0010'1.9 MI W FROM FABENS.
 CE0010'1.9 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM FABENS,
 CE0010'EL PASO COUNTY, 30 FEET WEST OF BRIDGE 801 G, 45 FEET SOUTH OF THE
 CE0010'CENTER LINE OF THE TRACK, AND 6.5 FEET NORTH OF THE FENCE.  A UNITED
 CE0010'STATES BUREAU OF RECLAMATION STANDARD CAP, FASTENED ON THE TOP OF A 3
 CE0010'1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0001 ***********************************************************************
 CE0001  DESIGNATION -  3577.87
 CE0001  PID         -  CE0001
 CE0001  STATE/COUNTY-  TX/EL PASO
 CE0001  USGS QUAD   -  ISLA (1972)
 CE0001
 CE0001                         *CURRENT SURVEY CONTROL
 CE0001  ___________________________________________________________________
 CE0001* NAD 83(1986)-  31 29 56.     (N)    106 09 15.     (W)     SCALED    
 CE0001* NAVD 88     -      1103.978  (meters)    3621.97   (feet)  ADJUSTED  
 CE0001  ___________________________________________________________________
 CE0001  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0001  DYNAMIC HT  -        1102.272 (meters)    3616.37  (feet)  COMP
 CE0001  MODELED GRAV-     979,057.6   (mgal)                       NAVD 88
 CE0001
 CE0001  VERT ORDER  -  FIRST     CLASS II
 CE0001
 CE0001.The horizontal coordinates were scaled from a topographic map and have
 CE0001.an estimated accuracy of +/- 6 seconds.
 CE0001
 CE0001.The orthometric height was determined by differential leveling
 CE0001.and adjusted by the National Geodetic Survey in June 1991..
 CE0001
 CE0001.The geoid height was determined by GEOID03.
 CE0001
 CE0001.The dynamic height is computed by dividing the NAVD 88
 CE0001.geopotential number by the normal gravity value computed on the
 CE0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0001.degrees latitude (g = 980.6199 gals.).
 CE0001
 CE0001.The modeled gravity was interpolated from observed gravity values.
 CE0001
 CE0001;                    North         East    Units  Estimated Accuracy
 CE0001;SPC TX C     - 3,217,580.      147,300.      MT  (+/- 180 meters Scaled)
 CE0001
 CE0001                          SUPERSEDED SURVEY CONTROL
 CE0001
 CE0001.No superseded survey control is available for this station.
 CE0001
 CE0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ903854(NAD 83)
 CE0001_MARKER: P = PIPE CAP
 CE0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0001_SP_SET: IRON PIPE
 CE0001_STAMPING: 3607 3577.87
 CE0001_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0001
 CE0001  HISTORY     - Date     Condition        Report By
 CE0001  HISTORY     - UNK      MONUMENTED       USGS
 CE0001  HISTORY     - 1956     GOOD             NGS
 CE0001  HISTORY     - 1981     GOOD             NGS
 CE0001
 CE0001                          STATION DESCRIPTION
 CE0001
 CE0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0001'0.35 MI SE FROM FABENS.
 CE0001'0.35 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0001'STATION AT FABENS, 19 FEET NORTH OF THE NORTH EDGE OF THE ROUND
 CE0001'CONCRETE FOUNDATION OF A STEEL WATER TANK, 33 FEET SOUTHEAST OF THE
 CE0001'SOUTHEAST RAIL OF THE MAIN TRACK, 4.6 FEET NORTHEAST OF THE NORTHEAST
 CE0001'SIDE OF A SHEET METAL PUMP HOUSE, RIVETED ON THE TOP OF A 3 1/2 INCH
 CE0001'IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CE0001
 CE0001                          STATION RECOVERY (1981)
 CE0001
 CE0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0001'IN FABENS, AT THE JUNCTION OF EAST FOURTH STREET AND THE SOUTHERN
 CE0001'PACIFIC RAILROAD, 0.1 KM (0.05 MI) NORTH OF THE POST OFFICE, 75.0
 CE0001'METERS (246.0 FT) NORTHWEST OF THE CENTER OF THE STREET, 10.2 METERS
 CE0001'(33.4 FT) SOUTHWEST OF THE NEAR RAIL, 8.2 METERS (26.8 FT) NORTH
 CE0001'OF THE CENTER OF A STANDPIPE, 1.4 METERS (4.6 FT) EAST-NORTHEAST
 CE0001'OF THE NORTHEAST CORNER OF A SMALL GRAY METAL BUILDING AND
 CE0001'0.5 METER (1.7 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE MOST
 CE0001'SOUTHEASTERLY ONE OF EIGHTEEN TWO FOOT HIGH CONCRETE POST.
 CE0001'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3513 ***********************************************************************
 AW3513  DESIGNATION -  358+62.66 605
 AW3513  PID         -  AW3513
 AW3513  STATE/COUNTY-  TX/HARRIS
 AW3513  USGS QUAD   -  LA PORTE (1982)
 AW3513
 AW3513                         *CURRENT SURVEY CONTROL
 AW3513  ___________________________________________________________________
 AW3513* NAD 83(1986)-  29 44 18.     (N)    095 03 36.     (W)     SCALED    
 AW3513* NAVD 88     -         1.19   (+/-2cm)       3.9    (feet)  VERTCON   
 AW3513  ___________________________________________________________________
 AW3513  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3513
 AW3513  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3513
 AW3513.The horizontal coordinates were scaled from a topographic map and have
 AW3513.an estimated accuracy of +/- 6 seconds.
 AW3513
 AW3513.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3513.The vertical order pertains to the NGVD 29 superseded value.
 AW3513
 AW3513.The geoid height was determined by GEOID03.
 AW3513
 AW3513;                    North         East    Units  Estimated Accuracy
 AW3513;SPC TXSC     - 4,217,550.      981,040.      MT  (+/- 180 meters Scaled)
 AW3513
 AW3513                          SUPERSEDED SURVEY CONTROL
 AW3513
 AW3513  NGVD 29 (??/??/92)    1.186  (m)            3.89   (f) ADJ UNCH    1 2
 AW3513
 AW3513.Superseded values are not recommended for survey control.
 AW3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3513.See file dsdata.txt to determine how the superseded data were derived.
 AW3513
 AW3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN007915(NAD 83)
 AW3513_MARKER: DD = SURVEY DISK
 AW3513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3513_STAMPING: 358+62.66 605
 AW3513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3513+STABILITY: SURFACE MOTION
 AW3513
 AW3513  HISTORY     - Date     Condition        Report By
 AW3513  HISTORY     - UNK      MONUMENTED       USE
 AW3513  HISTORY     - 1959     GOOD             NGS
 AW3513  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3513
 AW3513                          STATION DESCRIPTION
 AW3513
 AW3513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3513'2.4 MI SE FROM LYNCHBURG.
 AW3513'ABOUT 2.4 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3513'FERRY LANDING AT LYNCHBURG, ABOUT 0.15 MILE SOUTHEAST OF A LIGHT
 AW3513'BEACON MARKED T ON ONE SIDE AND O ON THE OTHER, ABOUT 0.45 MILE
 AW3513'NORTHWEST AND ACROSS A SMALL CHANNEL FROM BENCH MARK 331+60.54
 AW3513'(U.S.E.), 50 FEET NORTHEAST OF BENCH MARK 358+66 655 P.T. (U.S.E.), 20
 AW3513'FEET SOUTHWEST OF THE HIGH WATER LINE OF THE CHANNEL, 2 FEET EAST OF A
 AW3513'4 X 4-INCH POST PROJECTING 6 FEET, AND IN THE TOP OF A CONCRETE POST,
 AW3513'POURED IN PLACE, FLUSH WITH THE GROUND.  NOTE-- BELIEVED TO HAVE BEEN
 AW3513'WASHED OUT.
 AW3513
 AW3513                          STATION RECOVERY (1964)
 AW3513
 AW3513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3515 ***********************************************************************
 AW3515  DESIGNATION -  358+62.66 655 PT
 AW3515  PID         -  AW3515
 AW3515  STATE/COUNTY-  TX/HARRIS
 AW3515  USGS QUAD   -  LA PORTE (1982)
 AW3515
 AW3515                         *CURRENT SURVEY CONTROL
 AW3515  ___________________________________________________________________
 AW3515* NAD 83(1986)-  29 44 17.     (N)    095 03 37.     (W)     SCALED    
 AW3515* NAVD 88     -         1.30   (+/-2cm)       4.3    (feet)  VERTCON   
 AW3515  ___________________________________________________________________
 AW3515  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3515
 AW3515  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3515
 AW3515.The horizontal coordinates were scaled from a topographic map and have
 AW3515.an estimated accuracy of +/- 6 seconds.
 AW3515
 AW3515.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3515.The vertical order pertains to the NGVD 29 superseded value.
 AW3515
 AW3515.The geoid height was determined by GEOID03.
 AW3515
 AW3515;                    North         East    Units  Estimated Accuracy
 AW3515;SPC TXSC     - 4,217,510.      981,010.      MT  (+/- 180 meters Scaled)
 AW3515
 AW3515                          SUPERSEDED SURVEY CONTROL
 AW3515
 AW3515  NGVD 29 (??/??/92)    1.299  (m)            4.26   (f) ADJ UNCH    1 2
 AW3515
 AW3515.Superseded values are not recommended for survey control.
 AW3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3515.See file dsdata.txt to determine how the superseded data were derived.
 AW3515
 AW3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN007915(NAD 83)
 AW3515_MARKER: DD = SURVEY DISK
 AW3515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3515_STAMPING: 358+62.66 655 P.T.
 AW3515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3515+STABILITY: SURFACE MOTION
 AW3515
 AW3515  HISTORY     - Date     Condition        Report By
 AW3515  HISTORY     - UNK      MONUMENTED       USE
 AW3515  HISTORY     - 1964     GOOD             NGS
 AW3515
 AW3515                          STATION DESCRIPTION
 AW3515
 AW3515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3515'2.4 MI SE FROM LYNCHBURG.
 AW3515'ABOUT 2.4 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3515'SOUTH FERRY LANDING AT LYNCHBURG, ABOUT 0.45 MILE NORTHWEST ACROSS A
 AW3515'SMALL CHANNEL FROM THE NORTHWEST END OF ALEXANDER ISLAND, 140 FEET
 AW3515'NORTHEAST OF THE CENTER OF A DIRT LEVEE, 138 FEET SOUTHEAST OF BENCH
 AW3515'MARK 360+00 655 (U.S.E.), 8 FEET SOUTHWEST OF THE HIGH WATER LINE OF
 AW3515'THE SHIP CHANNEL, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW3515'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0016 ***********************************************************************
 CE0016  DESIGNATION -  3592.95
 CE0016  PID         -  CE0016
 CE0016  STATE/COUNTY-  TX/EL PASO
 CE0016  USGS QUAD   -  CLINT (1995)
 CE0016
 CE0016                         *CURRENT SURVEY CONTROL
 CE0016  ___________________________________________________________________
 CE0016* NAD 83(1986)-  31 35 17.     (N)    106 13 29.     (W)     SCALED    
 CE0016* NAVD 88     -      1108.593  (meters)    3637.11   (feet)  POSTED    
 CE0016  ___________________________________________________________________
 CE0016  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0016  DYNAMIC HT  -        1106.900 (meters)    3631.55  (feet)  COMP
 CE0016  MODELED GRAV-     979,076.8   (mgal)                       NAVD 88
 CE0016
 CE0016  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0016
 CE0016.The horizontal coordinates were scaled from a topographic map and have
 CE0016.an estimated accuracy of +/- 6 seconds.
 CE0016
 CE0016.The orthometric height was determined by differential leveling
 CE0016.and adjusted by the National Geodetic Survey in 1992..
 CE0016.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0016.rate of 0.0 thru 1.0 mm/km.
 CE0016
 CE0016.The geoid height was determined by GEOID03.
 CE0016
 CE0016.The dynamic height is computed by dividing the NAVD 88
 CE0016.geopotential number by the normal gravity value computed on the
 CE0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0016.degrees latitude (g = 980.6199 gals.).
 CE0016
 CE0016.The modeled gravity was interpolated from observed gravity values.
 CE0016
 CE0016;                    North         East    Units  Estimated Accuracy
 CE0016;SPC TX C     - 3,227,800.      141,130.      MT  (+/- 180 meters Scaled)
 CE0016
 CE0016                          SUPERSEDED SURVEY CONTROL
 CE0016
 CE0016.No superseded survey control is available for this station.
 CE0016
 CE0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ838954(NAD 83)
 CE0016_MARKER: P = PIPE CAP
 CE0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0016_SP_SET: IRON PIPE
 CE0016_STAMPING: 3592.95
 CE0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0016
 CE0016  HISTORY     - Date     Condition        Report By
 CE0016  HISTORY     - UNK      MONUMENTED       BOR
 CE0016  HISTORY     - 1956     MARK NOT FOUND   NGS
 CE0016
 CE0016                          STATION DESCRIPTION
 CE0016
 CE0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0016'IN CLINT.
 CE0016'AT CLINT, EL PASO COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 0.2
 CE0016'MILE EAST OF THE STATION, IN THE SOUTHWEST CORNER OF THE SECTION-HOUSE
 CE0016'YARD, AND 25 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, A USBOR
 CE0016'STANDARD CAP, STAMPED 3592.95 AND FASTENED ON THE TOP OF A 3 1/2 INCH
 CE0016'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0289 ***********************************************************************
 FM0289  DESIGNATION -  3596.1
 FM0289  PID         -  FM0289
 FM0289  STATE/COUNTY-  TX/OLDHAM
 FM0289  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0289
 FM0289                         *CURRENT SURVEY CONTROL
 FM0289  ___________________________________________________________________
 FM0289* NAD 83(1986)-  35 25 07.     (N)    102 15 43.     (W)     SCALED    
 FM0289* NAVD 88     -      1096.543  (meters)    3597.57   (feet)  ADJUSTED  
 FM0289  ___________________________________________________________________
 FM0289  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 FM0289  DYNAMIC HT  -        1095.248 (meters)    3593.33  (feet)  COMP
 FM0289  MODELED GRAV-     979,415.3   (mgal)                       NAVD 88
 FM0289
 FM0289  VERT ORDER  -  SECOND    CLASS 0
 FM0289
 FM0289.The horizontal coordinates were scaled from a topographic map and have
 FM0289.an estimated accuracy of +/- 6 seconds.
 FM0289
 FM0289.The orthometric height was determined by differential leveling
 FM0289.and adjusted by the National Geodetic Survey in June 1991..
 FM0289
 FM0289.The geoid height was determined by GEOID03.
 FM0289
 FM0289.The dynamic height is computed by dividing the NAVD 88
 FM0289.geopotential number by the normal gravity value computed on the
 FM0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0289.degrees latitude (g = 980.6199 gals.).
 FM0289
 FM0289.The modeled gravity was interpolated from observed gravity values.
 FM0289
 FM0289;                    North         East    Units  Estimated Accuracy
 FM0289;SPC TX N     - 1,157,640.      130,810.      MT  (+/- 180 meters Scaled)
 FM0289
 FM0289                          SUPERSEDED SURVEY CONTROL
 FM0289
 FM0289  NGVD 29 (??/??/92) 1096.067  (m)         3596.01   (f) ADJ UNCH    2 0
 FM0289
 FM0289.Superseded values are not recommended for survey control.
 FM0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0289.See file dsdata.txt to determine how the superseded data were derived.
 FM0289
 FM0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV486229(NAD 83)
 FM0289_MARKER: Z = SEE DESCRIPTION
 FM0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0289+STABILITY: SURFACE MOTION
 FM0289
 FM0289  HISTORY     - Date     Condition        Report By
 FM0289  HISTORY     - UNK      MONUMENTED       USGS
 FM0289  HISTORY     - 1935     GOOD             NGS
 FM0289
 FM0289                          STATION DESCRIPTION
 FM0289
 FM0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0289'16.9 MI NW FROM WILDORADO.
 FM0289'16.9 MILES NORTHWEST OF POST OFFICE BY ROADS.  ALONG OLD
 FM0289'WILDORADO-TASCOSA ROAD WHICH RUNS EAST COTTONWOOD CAMP, 1.0 MILE NORTH
 FM0289'OF COTTONWOOD CAMP, AT A ROAD FORK ON TOP OF GRAVEL HILL, AND 40 FEET
 FM0289'NORTH OF CENTER OF ROAD AT FORK.  NOTE-- FROM WILDORADO GO NORTH TO
 FM0289'COTTONWOOD CAMP, THEN CONTINUE ON TOWARD TASCOSA 1.0 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0450 ***********************************************************************
 DN0450  DESIGNATION -  36
 DN0450  PID         -  DN0450
 DN0450  STATE/COUNTY-  TX/GRAYSON
 DN0450  USGS QUAD   -  DENISON DAM (1973)
 DN0450
 DN0450                         *CURRENT SURVEY CONTROL
 DN0450  ___________________________________________________________________
 DN0450* NAD 83(1986)-  33 48 21.     (N)    096 31 59.     (W)     SCALED    
 DN0450* NAVD 88     -       167.475  (meters)     549.46   (feet)  ADJUSTED  
 DN0450  ___________________________________________________________________
 DN0450  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DN0450  DYNAMIC HT  -         167.297 (meters)     548.87  (feet)  COMP
 DN0450  MODELED GRAV-     979,566.7   (mgal)                       NAVD 88
 DN0450
 DN0450  VERT ORDER  -  FIRST     CLASS II
 DN0450
 DN0450.The horizontal coordinates were scaled from a topographic map and have
 DN0450.an estimated accuracy of +/- 6 seconds.
 DN0450
 DN0450.The orthometric height was determined by differential leveling
 DN0450.and adjusted by the National Geodetic Survey in June 1991..
 DN0450
 DN0450.The geoid height was determined by GEOID03.
 DN0450
 DN0450.The dynamic height is computed by dividing the NAVD 88
 DN0450.geopotential number by the normal gravity value computed on the
 DN0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0450.degrees latitude (g = 980.6199 gals.).
 DN0450
 DN0450.The modeled gravity was interpolated from observed gravity values.
 DN0450
 DN0450;                    North         East    Units  Estimated Accuracy
 DN0450;SPC TXNC     - 2,238,930.      782,110.      MT  (+/- 180 meters Scaled)
 DN0450
 DN0450                          SUPERSEDED SURVEY CONTROL
 DN0450
 DN0450  NGVD 29 (??/??/92)  167.460  (m)          549.41   (f) ADJ UNCH    1 2
 DN0450
 DN0450.Superseded values are not recommended for survey control.
 DN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0450.See file dsdata.txt to determine how the superseded data were derived.
 DN0450
 DN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC283433(NAD 83)
 DN0450_MARKER: DD = SURVEY DISK
 DN0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0450_SP_SET: BRIDGE
 DN0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0450
 DN0450  HISTORY     - Date     Condition        Report By
 DN0450  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0450  HISTORY     - 1933     GOOD             NGS
 DN0450  HISTORY     - 1942     GOOD             NGS
 DN0450  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0450
 DN0450                          STATION DESCRIPTION
 DN0450
 DN0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0450'3.6 MI N FROM DENISON.
 DN0450'3.6 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0450'DENISON, GRAYSON COUNTY, 100 FEET EAST OF THE BELL OIL CO. STORAGE
 DN0450'TANKS, AT BRIDGE 657.2 OVER A DIRT ROAD, AND IN THE TOP OF THE SOUTH
 DN0450'END OF THE WEST PARAPET.  A MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0450'STANDARD DISK.
 DN0450
 DN0450                          STATION RECOVERY (1942)
 DN0450
 DN0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 DN0450'RECOVERED IN GOOD CONDITION.
 DN0450
 DN0450                          STATION RECOVERY (1986)
 DN0450
 DN0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1327 ***********************************************************************
 FL1327  DESIGNATION -  36
 FL1327  PID         -  FL1327
 FL1327  STATE/COUNTY-  TX/MOORE
 FL1327  USGS QUAD   -  MASTERSON (1953)
 FL1327
 FL1327                         *CURRENT SURVEY CONTROL
 FL1327  ___________________________________________________________________
 FL1327* NAD 83(1986)-  35 38 49.     (N)    101 59 29.     (W)     SCALED    
 FL1327* NAVD 88     -      1138.420  (meters)    3734.97   (feet)  ADJUSTED  
 FL1327  ___________________________________________________________________
 FL1327  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL1327  DYNAMIC HT  -        1137.084 (meters)    3730.58  (feet)  COMP
 FL1327  MODELED GRAV-     979,421.0   (mgal)                       NAVD 88
 FL1327
 FL1327  VERT ORDER  -  SECOND    CLASS 0
 FL1327
 FL1327.The horizontal coordinates were scaled from a topographic map and have
 FL1327.an estimated accuracy of +/- 6 seconds.
 FL1327
 FL1327.The orthometric height was determined by differential leveling
 FL1327.and adjusted by the National Geodetic Survey in June 1991..
 FL1327
 FL1327.The geoid height was determined by GEOID03.
 FL1327
 FL1327.The dynamic height is computed by dividing the NAVD 88
 FL1327.geopotential number by the normal gravity value computed on the
 FL1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1327.degrees latitude (g = 980.6199 gals.).
 FL1327
 FL1327.The modeled gravity was interpolated from observed gravity values.
 FL1327
 FL1327;                    North         East    Units  Estimated Accuracy
 FL1327;SPC TX N     - 1,182,820.      155,500.      MT  (+/- 180 meters Scaled)
 FL1327
 FL1327                          SUPERSEDED SURVEY CONTROL
 FL1327
 FL1327  NGVD 29 (??/??/92) 1137.868  (m)         3733.16   (f) ADJ UNCH    2 0
 FL1327
 FL1327.Superseded values are not recommended for survey control.
 FL1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1327.See file dsdata.txt to determine how the superseded data were derived.
 FL1327
 FL1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE291489(NAD 83)
 FL1327_MARKER: B = BOLT
 FL1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1327+STABILITY: SURFACE MOTION
 FL1327
 FL1327  HISTORY     - Date     Condition        Report By
 FL1327  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1327  HISTORY     - 1934     GOOD             NGS
 FL1327
 FL1327                          STATION DESCRIPTION
 FL1327
 FL1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1327'16.0 MI SE FROM DUMAS.
 FL1327'16.0 MILES SE OF AND ALONG THE S.F.R.R. OPPOSITE MILE POST 36.  98 FT.
 FL1327'NE OF CENTER OF TRACK.  2 FT. SW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3254 ***********************************************************************
 AW3254  DESIGNATION -  36 A RESET 1963
 AW3254  PID         -  AW3254
 AW3254  STATE/COUNTY-  TX/HARRIS
 AW3254  USGS QUAD   -  JACINTO CITY (1982)
 AW3254
 AW3254                         *CURRENT SURVEY CONTROL
 AW3254  ___________________________________________________________________
 AW3254* NAD 83(1986)-  29 49 20.     (N)    095 13 09.     (W)     SCALED    
 AW3254* NAVD 88     -        12.48   (+/-2cm)      40.9    (feet)  VERTCON   
 AW3254  ___________________________________________________________________
 AW3254  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW3254
 AW3254  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3254
 AW3254.The horizontal coordinates were scaled from a topographic map and have
 AW3254.an estimated accuracy of +/- 6 seconds.
 AW3254
 AW3254.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3254.The vertical order pertains to the NGVD 29 superseded value.
 AW3254
 AW3254.The geoid height was determined by GEOID03.
 AW3254
 AW3254;                    North         East    Units  Estimated Accuracy
 AW3254;SPC TXSC     - 4,226,330.      965,350.      MT  (+/- 180 meters Scaled)
 AW3254
 AW3254                          SUPERSEDED SURVEY CONTROL
 AW3254
 AW3254  NGVD 29 (??/??/92)   12.479  (m)           40.94   (f) ADJ UNCH    1 2
 AW3254
 AW3254.Superseded values are not recommended for survey control.
 AW3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3254.See file dsdata.txt to determine how the superseded data were derived.
 AW3254
 AW3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP855011(NAD 83)
 AW3254_MARKER: Z = SEE DESCRIPTION
 AW3254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3254_SP_SET: CONCRETE BASE
 AW3254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3254
 AW3254  HISTORY     - Date     Condition        Report By
 AW3254  HISTORY     - UNK      MONUMENTED       HLPCO
 AW3254  HISTORY     - 1963     GOOD             NGS
 AW3254  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW3254
 AW3254                          STATION DESCRIPTION
 AW3254
 AW3254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3254'6.7 MI SW FROM SHELDON.
 AW3254'ABOUT 6.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION
 AW3254'OF THE SHELDON-DE ZAVALLA ROAD AT SHELDON, THENCE 0.45 MILE SOUTH
 AW3254'ALONG A PAVED ROAD LEADING TO THE HOUSTON LIGHT AND POWER COMPANY
 AW3254'PLANT, 39.7 FEET SOUTH OF THE SOUTHWEST LEG OF A METAL WATER TOWER, 1
 AW3254'FOOT EAST OF THE EAST EDGE OF A SIDEWALK, ABOUT 1 FOOT ABOVE THE
 AW3254'GROUND, THE NORTHWEST EDGE OF A STEEL FLANGE AROUND A STEEL PIN AT THE
 AW3254'NORTHWEST CORNER OF THE CONCRETE BASE OF A LARGE ELECTRIC PUMP.
 AW3254
 AW3254                          STATION RECOVERY (1998)
 AW3254
 AW3254'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1279 ***********************************************************************
 DM1279  DESIGNATION -  36 ADP
 DM1279  PID         -  DM1279
 DM1279  STATE/COUNTY-  TX/RED RIVER
 DM1279  USGS QUAD   -  BOXELDER (1976)
 DM1279
 DM1279                         *CURRENT SURVEY CONTROL
 DM1279  ___________________________________________________________________
 DM1279* NAD 83(1993)-  33 29 42.97948(N)    094 58 50.28069(W)     ADJUSTED  
 DM1279* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 DM1279  ___________________________________________________________________
 DM1279  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DM1279  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DM1279
 DM1279  HORZ ORDER  -  THIRD
 DM1279
 DM1279.The horizontal coordinates were established by classical geodetic methods
 DM1279.and adjusted by the National Geodetic Survey in February 1996..
 DM1279
 DM1279.The orthometric height was scaled from a topographic map.
 DM1279
 DM1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1279
 DM1279.The geoid height was determined by GEOID03.
 DM1279
 DM1279;                    North         East     Units Scale Factor Converg.
 DM1279;SPC TXNC     - 2,208,253.539   926,953.214   MT  0.99990251   +1 55 10.0
 DM1279;SPC TXNC     - 7,244,911.82  3,041,179.00   sFT  0.99990251   +1 55 10.0
 DM1279;UTM  15      - 3,707,950.539   316,003.673   MT  1.00001740   -1 05 36.1
 DM1279
 DM1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1279!SPC TXNC     -   0.99998821  x   0.99990251  =   0.99989073
 DM1279!UTM  15      -   0.99998821  x   1.00001740  =   1.00000561
 DM1279
 DM1279:                Primary Azimuth Mark                     Grid Az
 DM1279:SPC TXNC     -  ANNONA MUNICIPAL TANK                    029 06 35.0
 DM1279:UTM  15      -  ANNONA MUNICIPAL TANK                    032 07 21.1
 DM1279
 DM1279|---------------------------------------------------------------------|
 DM1279| PID    Reference Object                     Distance      Geod. Az  |
 DM1279|                                                           dddmmss.s |
 DM1279| DM1301 ANNONA MUNICIPAL TANK               APPROX.11.3 KM 0310145.0 |
 DM1279| CX4874 36 ADP RM 1                          23.302 METERS 04535     |
 DM1279| CX4875 36 ADP RM 2                          31.962 METERS 20127     |
 DM1279| CX4873 36 ADP AZ MK                                       2694908.9 |
 DM1279| DM1330 CLARKSVILLE RED R CO CTHSE TWR      APPROX.14.6 KM 3332207.9 |
 DM1279|---------------------------------------------------------------------|
 DM1279
 DM1279                          SUPERSEDED SURVEY CONTROL
 DM1279
 DM1279  NAD 83(1993)-  33 29 42.98065(N)    094 58 50.27920(W) AD(       ) 3
 DM1279  NAD 83(1986)-  33 29 42.98612(N)    094 58 50.26737(W) AD(       ) 3
 DM1279  NAD 27      -  33 29 42.58600(N)    094 58 49.48700(W) AD(       ) 3
 DM1279
 DM1279.Superseded values are not recommended for survey control.
 DM1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1279.See file dsdata.txt to determine how the superseded data were derived.
 DM1279
 DM1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1600407951(NAD 83)
 DM1279_MARKER: DB = BENCH MARK DISK
 DM1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1279
 DM1279  HISTORY     - Date     Condition        Report By
 DM1279  HISTORY     - 1951     MONUMENTED       USGS
 DM1279
 DM1279                          STATION DESCRIPTION
 DM1279
 DM1279'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (JCT)
 DM1279'THE STATION IS LOCATED ABOUT 8 MILES SOUTH AND 4 MILES EAST
 DM1279'OF CLARKSVILLE, ON THE RIGHT-OF-WAY OF A DIRT ROAD.  THE
 DM1279'DISK IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN A 4 X 4
 DM1279'CONCRETE POST.  IT IS 19 FEET NORTHEAST OF A DIRT ROAD AND
 DM1279'2 FEET WEST OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS
 DM1279'ABOUT 8 INCHES AND THE DISK IS STAMPED 36 ADP 1949.
 DM1279'
 DM1279'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHEAST OF A FENCELINE.
 DM1279'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 DM1279'36 ADP 1951.
 DM1279'
 DM1279'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE CENTERLINE OF
 DM1279'A DIRT ROAD AND 1 FOOT EAST OF A RIGHT-OF-WAY FENCELINE.
 DM1279'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 DM1279'36 ADP 1951.
 DM1279'
 DM1279'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF A DIRT
 DM1279'ROAD, 22 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 11 FEET
 DM1279'EAST OF A 2-FOOT OAK TREE AND 4 FEET NORTH OF A FENCELINE.
 DM1279'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 DM1279'36 ADP 1951.
 DM1279'
 DM1279'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE PUBLIC
 DM1279'SQUARE IN CLARKSVILLE, GO EAST ON U.S. HIGHWAY 82 FOR 1.85
 DM1279'MILE TO A FORK.  TAKE RIGHT FORK AND GO SOUTHEASTERLY FOR
 DM1279'5.05 MILES TO A T-INTERSECTION AND SCHOOL HOUSE ON RIGHT.
 DM1279'TURN EAST FOR 0.25 MILES, THENCE SOUTH FOR 1.3 MILES, MAKE
 DM1279'A SHORT JOG EAST AND CONTINUE SOUTH FOR 1.05 MILES TO A
 DM1279'CROSSROADS.  TURN LEFT AND GO EAST, SOUTH AND EAST FOR 1.6
 DM1279'MILES TO AN IRON GATE AND AZIMUTH MARK ON SOUTH SIDE AS
 DM1279'DESCRIBED.  CONTINUE 0.25 MILE EAST TO WHERE ROAD CURVES
 DM1279'SOUTH AND STATION ON EAST SIDE OF ROAD AS DESCRIBED.
 DM1279'
 DM1279'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0751 ***********************************************************************
 AX0751  DESIGNATION -  36 B
 AX0751  PID         -  AX0751
 AX0751  STATE/COUNTY-  TX/WHARTON
 AX0751  USGS QUAD   -  GANADO NE (1981)
 AX0751
 AX0751                         *CURRENT SURVEY CONTROL
 AX0751  ___________________________________________________________________
 AX0751* NAD 83(1986)-  29 14 02.     (N)    096 30 06.     (W)     SCALED    
 AX0751* NAVD 88     -        33.61   (+/-2cm)     110.3    (feet)  VERTCON   
 AX0751  ___________________________________________________________________
 AX0751  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0751
 AX0751  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0751
 AX0751.The horizontal coordinates were scaled from a topographic map and have
 AX0751.an estimated accuracy of +/- 6 seconds.
 AX0751
 AX0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0751.The vertical order pertains to the NGVD 29 superseded value.
 AX0751
 AX0751.The geoid height was determined by GEOID03.
 AX0751
 AX0751;                    North         East    Units  Estimated Accuracy
 AX0751;SPC TXSC     - 4,157,810.      842,830.      MT  (+/- 180 meters Scaled)
 AX0751
 AX0751                          SUPERSEDED SURVEY CONTROL
 AX0751
 AX0751  NGVD 29 (??/??/92)   33.608  (m)          110.26   (f) ADJ UNCH    2 0
 AX0751
 AX0751.Superseded values are not recommended for survey control.
 AX0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0751.See file dsdata.txt to determine how the superseded data were derived.
 AX0751
 AX0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT428364(NAD 83)
 AX0751_MARKER: DD = SURVEY DISK
 AX0751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0751_SP_SET: BRIDGE CURBING
 AX0751_STAMPING: 36-B 1939
 AX0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0751
 AX0751  HISTORY     - Date     Condition        Report By
 AX0751  HISTORY     - 1939     MONUMENTED
 AX0751  HISTORY     - 1943     GOOD             NGS
 AX0751
 AX0751                          STATION DESCRIPTION
 AX0751
 AX0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0751'14.9 MI NW FROM LOUISE.
 AX0751'0.5 MI. N.E. ALONG US HIGHWAY NO. 59 FROM THE STATION AT LOUISE, 8.2
 AX0751'MI. N. ALONG THE COUNTY ROAD, 6.2 MI. W. ALONG COUNTY ROAD, SET IN THE
 AX0751'W. CORNER OF THE S. CURBING OF THE STEEL BRIDGE OVER SANDY CREEK, 12
 AX0751'FEET S. OF THE CENTERLINE OF THE ROAD, ABOUT ROAD LEVEL.  DEPT. OF
 AX0751'RECLAMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0266 ***********************************************************************
 DO0266  DESIGNATION -  36 WA
 DO0266  PID         -  DO0266
 DO0266  STATE/COUNTY-  TX/ARCHER
 DO0266  USGS QUAD   -  MEGARGEL (1963)
 DO0266
 DO0266                         *CURRENT SURVEY CONTROL
 DO0266  ___________________________________________________________________
 DO0266* NAD 83(1986)-  33 25 22.     (N)    098 53 12.     (W)     SCALED    
 DO0266* NAVD 88     -       386.428  (meters)    1267.81   (feet)  ADJUSTED  
 DO0266  ___________________________________________________________________
 DO0266  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DO0266  DYNAMIC HT  -         385.980 (meters)    1266.34  (feet)  COMP
 DO0266  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 DO0266
 DO0266  VERT ORDER  -  SECOND    CLASS 0
 DO0266
 DO0266.The horizontal coordinates were scaled from a topographic map and have
 DO0266.an estimated accuracy of +/- 6 seconds.
 DO0266
 DO0266.The orthometric height was determined by differential leveling
 DO0266.and adjusted by the National Geodetic Survey in June 1991..
 DO0266
 DO0266.The geoid height was determined by GEOID03.
 DO0266
 DO0266.The dynamic height is computed by dividing the NAVD 88
 DO0266.geopotential number by the normal gravity value computed on the
 DO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0266.degrees latitude (g = 980.6199 gals.).
 DO0266
 DO0266.The modeled gravity was interpolated from observed gravity values.
 DO0266
 DO0266;                    North         East    Units  Estimated Accuracy
 DO0266;SPC TXNC     - 2,194,800.      564,040.      MT  (+/- 180 meters Scaled)
 DO0266
 DO0266                          SUPERSEDED SURVEY CONTROL
 DO0266
 DO0266  NGVD 29 (??/??/92)  386.314  (m)         1267.43   (f) ADJ UNCH    2 0
 DO0266
 DO0266.Superseded values are not recommended for survey control.
 DO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0266.See file dsdata.txt to determine how the superseded data were derived.
 DO0266
 DO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB105981(NAD 83)
 DO0266_MARKER: DB = BENCH MARK DISK
 DO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0266_STAMPING: TEX 36 WA 1926
 DO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0266+STABILITY: SURFACE MOTION
 DO0266
 DO0266  HISTORY     - Date     Condition        Report By
 DO0266  HISTORY     - 1926     MONUMENTED       USGS
 DO0266  HISTORY     - 1933     GOOD             NGS
 DO0266  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0266  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0266  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0266
 DO0266                          STATION DESCRIPTION
 DO0266
 DO0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DO0266'3.0 MI E FROM MEGAREL.
 DO0266'3.0 MILES EAST OF, ALONG HIGHWAY NO 24 AND 0.5 MILES SOUTH TO T ROAD.
 DO0266'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DO0266
 DO0266                          STATION RECOVERY (1957)
 DO0266
 DO0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0266'MARK NOT FOUND.
 DO0266
 DO0266                          STATION RECOVERY (2001)
 DO0266
 DO0266'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0266'MARK NOT FOUND.
 DO0266
 DO0266                          STATION RECOVERY (2005)
 DO0266
 DO0266'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3514 ***********************************************************************
 AW3514  DESIGNATION -  360+00 655
 AW3514  PID         -  AW3514
 AW3514  STATE/COUNTY-  TX/HARRIS
 AW3514  USGS QUAD   -  LA PORTE (1982)
 AW3514
 AW3514                         *CURRENT SURVEY CONTROL
 AW3514  ___________________________________________________________________
 AW3514* NAD 83(1986)-  29 44 18.     (N)    095 03 38.     (W)     SCALED    
 AW3514* NAVD 88     -         0.82   (+/-2cm)       2.7    (feet)  VERTCON   
 AW3514  ___________________________________________________________________
 AW3514  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3514
 AW3514  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3514
 AW3514.The horizontal coordinates were scaled from a topographic map and have
 AW3514.an estimated accuracy of +/- 6 seconds.
 AW3514
 AW3514.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3514.The vertical order pertains to the NGVD 29 superseded value.
 AW3514
 AW3514.The geoid height was determined by GEOID03.
 AW3514
 AW3514;                    North         East    Units  Estimated Accuracy
 AW3514;SPC TXSC     - 4,217,540.      980,980.      MT  (+/- 180 meters Scaled)
 AW3514
 AW3514                          SUPERSEDED SURVEY CONTROL
 AW3514
 AW3514  NGVD 29 (??/??/92)    0.816  (m)            2.68   (f) ADJ UNCH    1 2
 AW3514
 AW3514.Superseded values are not recommended for survey control.
 AW3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3514.See file dsdata.txt to determine how the superseded data were derived.
 AW3514
 AW3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN007915(NAD 83)
 AW3514_MARKER: DD = SURVEY DISK
 AW3514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3514_STAMPING: 360+00 655
 AW3514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3514+STABILITY: SURFACE MOTION
 AW3514
 AW3514  HISTORY     - Date     Condition        Report By
 AW3514  HISTORY     - UNK      MONUMENTED       USE
 AW3514  HISTORY     - 1964     GOOD             NGS
 AW3514
 AW3514                          STATION DESCRIPTION
 AW3514
 AW3514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3514'2.4 MI SE FROM LYNCHBURG.
 AW3514'ABOUT 2.4 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3514'SOUTH FERRY LANDING AT LYNCHBURG, ABOUT 0.45 MILE NORTHWEST ACROSS A
 AW3514'SMALL CHANNEL FROM THE NORTHWEST END OF ALEXANDER ISLAND, ABOUT 0.15
 AW3514'MILE SOUTHEAST OF RANGE LIGHT T AND O, 138 FEET NORTHWEST OF BENCH
 AW3514'MARK 358+62.66 655 P.T. (U.S.E.), 22 FEET SOUTHWEST OF THE HIGH WATER
 AW3514'LINE OF THE CHANNEL, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW3514'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0022 ***********************************************************************
 CE0022  DESIGNATION -  3600.09
 CE0022  PID         -  CE0022
 CE0022  STATE/COUNTY-  TX/EL PASO
 CE0022  USGS QUAD   -  SAN ELIZARIO (1995)
 CE0022
 CE0022                         *CURRENT SURVEY CONTROL
 CE0022  ___________________________________________________________________
 CE0022* NAD 83(1986)-  31 37 16.     (N)    106 15 16.     (W)     SCALED    
 CE0022* NAVD 88     -      1110.765  (meters)    3644.23   (feet)  ADJUSTED  
 CE0022  ___________________________________________________________________
 CE0022  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0022  DYNAMIC HT  -        1109.078 (meters)    3638.70  (feet)  COMP
 CE0022  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 CE0022
 CE0022  VERT ORDER  -  FIRST     CLASS II
 CE0022
 CE0022.The horizontal coordinates were scaled from a topographic map and have
 CE0022.an estimated accuracy of +/- 6 seconds.
 CE0022
 CE0022.The orthometric height was determined by differential leveling
 CE0022.and adjusted by the National Geodetic Survey in June 1991..
 CE0022
 CE0022.The geoid height was determined by GEOID03.
 CE0022
 CE0022.The dynamic height is computed by dividing the NAVD 88
 CE0022.geopotential number by the normal gravity value computed on the
 CE0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0022.degrees latitude (g = 980.6199 gals.).
 CE0022
 CE0022.The modeled gravity was interpolated from observed gravity values.
 CE0022
 CE0022;                    North         East    Units  Estimated Accuracy
 CE0022;SPC TX C     - 3,231,610.      138,510.      MT  (+/- 180 meters Scaled)
 CE0022
 CE0022                          SUPERSEDED SURVEY CONTROL
 CE0022
 CE0022.No superseded survey control is available for this station.
 CE0022
 CE0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ810991(NAD 83)
 CE0022_MARKER: P = PIPE CAP
 CE0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0022_SP_SET: IRON PIPE
 CE0022_STAMPING: 3642.391
 CE0022_PROJECTION: PROJECTING 10 CENTIMETERS
 CE0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0022
 CE0022  HISTORY     - Date     Condition        Report By
 CE0022  HISTORY     - UNK      MONUMENTED       BOR
 CE0022  HISTORY     - 1956     GOOD             NGS
 CE0022  HISTORY     - 1981     GOOD             NGS
 CE0022
 CE0022                          STATION DESCRIPTION
 CE0022
 CE0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0022'2.7 MI NW FROM CLINT.
 CE0022'2.7 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0022'STATION AT CLINT, 44.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 7.5 FEET
 CE0022'WEST OF MILEPOST 810, 0.8 FOOT NORTHEAST OF A WITNESS POST, RIVETED ON
 CE0022'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE
 CE0022'GROUND.
 CE0022
 CE0022                          STATION RECOVERY (1981)
 CE0022
 CE0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0022'12.1 KM (7.5 MI) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0022'OFFICE IN FABENS, THENCE 0.6 KM (0.4 MI) NORTHEAST ALONG FARM ROAD
 CE0022'1110, THENCE 4.3 KM (2.7 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC
 CE0022'RAILROAD, 0.7 KM (0.45 MI) SOUTHEAST OF A PRIVATE ROAD CROSSING,
 CE0022'13.5 METERS (44.4 FT) SOUTHEAST OF THE NEAR RAIL AND 2.3 METERS
 CE0022'(7.5 FT) NORTHWEST OF MILEPOST 810.
 CE0022'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CE0022'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0280 ***********************************************************************
 FM0280  DESIGNATION -  3609.6
 FM0280  PID         -  FM0280
 FM0280  STATE/COUNTY-  TX/OLDHAM
 FM0280  USGS QUAD   -  ROTTEN HILL (1966)
 FM0280
 FM0280                         *CURRENT SURVEY CONTROL
 FM0280  ___________________________________________________________________
 FM0280* NAD 83(1986)-  35 16 50.     (N)    102 12 12.     (W)     SCALED    
 FM0280* NAVD 88     -      1100.686  (meters)    3611.17   (feet)  ADJUSTED  
 FM0280  ___________________________________________________________________
 FM0280  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 FM0280  DYNAMIC HT  -        1099.360 (meters)    3606.82  (feet)  COMP
 FM0280  MODELED GRAV-     979,392.2   (mgal)                       NAVD 88
 FM0280
 FM0280  VERT ORDER  -  SECOND    CLASS 0
 FM0280
 FM0280.The horizontal coordinates were scaled from a topographic map and have
 FM0280.an estimated accuracy of +/- 6 seconds.
 FM0280
 FM0280.The orthometric height was determined by differential leveling
 FM0280.and adjusted by the National Geodetic Survey in June 1991..
 FM0280
 FM0280.The geoid height was determined by GEOID03.
 FM0280
 FM0280.The dynamic height is computed by dividing the NAVD 88
 FM0280.geopotential number by the normal gravity value computed on the
 FM0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0280.degrees latitude (g = 980.6199 gals.).
 FM0280
 FM0280.The modeled gravity was interpolated from observed gravity values.
 FM0280
 FM0280;                    North         East    Units  Estimated Accuracy
 FM0280;SPC TX N     - 1,142,290.      136,020.      MT  (+/- 180 meters Scaled)
 FM0280
 FM0280                          SUPERSEDED SURVEY CONTROL
 FM0280
 FM0280  NGVD 29 (??/??/92) 1100.190  (m)         3609.54   (f) ADJ UNCH    2 0
 FM0280
 FM0280.Superseded values are not recommended for survey control.
 FM0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0280.See file dsdata.txt to determine how the superseded data were derived.
 FM0280
 FM0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV543077(NAD 83)
 FM0280_MARKER: Z = SEE DESCRIPTION
 FM0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0280+STABILITY: SURFACE MOTION
 FM0280
 FM0280  HISTORY     - Date     Condition        Report By
 FM0280  HISTORY     - UNK      MONUMENTED       USGS
 FM0280  HISTORY     - 1935     GOOD             NGS
 FM0280
 FM0280                          STATION DESCRIPTION
 FM0280
 FM0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FM0280'15.6 MI NW FROM WILDERADO.
 FM0280'15.6 MILES NORTHWEST OF POST OFFICE BY ROADS.  ALONG ROAD TO
 FM0280'COTTONWOOD CAMP, 0.2 MILE SOUTH OF COTTONWOOD CAMP.  FROM WILDORADO GO
 FM0280'NORTH ALONG ROAD TO COTTONWOOD CAMP 5.6 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0489 ***********************************************************************
 CE0489  DESIGNATION -  3616.05 1114.674
 CE0489  PID         -  CE0489
 CE0489  STATE/COUNTY-  TX/EL PASO
 CE0489  USGS QUAD   -  YSLETA (1994)
 CE0489
 CE0489                         *CURRENT SURVEY CONTROL
 CE0489  ___________________________________________________________________
 CE0489* NAD 83(1993)-  31 37 45.70252(N)    106 18 24.30297(W)     ADJUSTED  
 CE0489* NAVD 88     -      1115.57   (+/-2cm)    3660.0    (feet)  VERTCON   
 CE0489  ___________________________________________________________________
 CE0489  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 CE0489  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0489
 CE0489  HORZ ORDER  -  SECOND
 CE0489  VERT ORDER  -  THIRD ? (See Below)
 CE0489
 CE0489.The horizontal coordinates were established by classical geodetic methods
 CE0489.and adjusted by the National Geodetic Survey in February 1996..
 CE0489
 CE0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0489.The vertical order pertains to the NGVD 29 superseded value.
 CE0489
 CE0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0489
 CE0489.The geoid height was determined by GEOID03.
 CE0489
 CE0489;                    North         East     Units Scale Factor Converg.
 CE0489;SPC TX C     - 3,232,791.061   133,599.615   MT  0.99994164   -3 04 36.0
 CE0489;SPC TX C     -10,606,248.67    438,318.07   sFT  0.99994164   -3 04 36.0
 CE0489;UTM  13      - 3,500,095.651   376,071.597   MT  0.99978942   -0 41 07.4
 CE0489
 CE0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0489!SPC TX C     -   0.99982867  x   0.99994164  =   0.99977032
 CE0489!UTM  13      -   0.99982867  x   0.99978942  =   0.99961812
 CE0489
 CE0489                          SUPERSEDED SURVEY CONTROL
 CE0489
 CE0489  NAD 83(1986)-  31 37 45.70686(N)    106 18 24.29878(W) AD(       ) 2
 CE0489  NAD 27      -  31 37 45.29609(N)    106 18 22.36117(W) AD(       ) 2
 CE0489  NGVD 29 (07/19/86) 1115.03   (m)         3658.2    (f) LEVELING    3  
 CE0489
 CE0489.Superseded values are not recommended for survey control.
 CE0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0489.See file dsdata.txt to determine how the superseded data were derived.
 CE0489
 CE0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7607200096(NAD 83)
 CE0489_MARKER: DD = SURVEY DISK
 CE0489_SETTING: 0 = UNSPECIFIED SETTING
 CE0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0489
 CE0489  HISTORY     - Date     Condition        Report By
 CE0489  HISTORY     - 1936     MONUMENTED       IBWC
 CE0489  HISTORY     - 1980     GOOD             NGS
 CE0489
 CE0489                          STATION DESCRIPTION
 CE0489
 CE0489'DESCRIBED BY INT BDRY WTR COMM 1936
 CE0489'STATION IS ON THE U.S. LEVEE ON THE N SIDE OF THE RIO GRANDE
 CE0489'RIVER, 37 FEET ESE OF THE INTERSECTION OF THE LEVEE ROAD
 CE0489'AND A ROAD FROM THE NW, 17 FEET ENE OF THE CENTER LINE OF
 CE0489'THE ROAD, 65 FEET NNW OF THE NW CORNER OF THE WINGWALL OF LOCK
 CE0489'ON CANAL LEADING OFF FROM THE MAIN ONE TO THE SW, 4 FEET
 CE0489'NW OF THE NW EDGE OF CANAL, APPROXIMATELY 400 FEET SE OF
 CE0489'DIKE, AND APPROXIMATELY 115 FEET WNW OF LOCK ON CANAL, LARGER
 CE0489'OF TWO.  THE TWO LOCKS ARE CONNECTED.
 CE0489'
 CE0489'INTERNATIONAL BOUNDARY COMMISSION MARK IS SE OF STATION, LOCK
 CE0489'ON THE NW END OF THE CONCRETE ABUTMENT OF LOCK ON SMALL CANAL
 CE0489'AND 18 FEET NE OF THE CENTER LINE OF THE ROAD.  MARK SET FLUSH.
 CE0489
 CE0489                          STATION RECOVERY (1980)
 CE0489
 CE0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0489'THE STATION MARK WAS FOUND IN GOOD CONDITION AND WAS NOT
 CE0489'OCCUPIED BECAUSE OF ITS SETTING IN A HEADWALL AND A
 CE0489'GUARDRAIL.  A DESCRIPTION FOLLOWS.
 CE0489'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) NORTHWEST OF
 CE0489'CLINT, 5.6 KM (3.5 MI) NORTH-NORTHWEST OF SAN ELIZARIO
 CE0489'AND 2.4 KM (1.5 MI) SOUTHWEST OF SOCORRO.
 CE0489'OWNERSHIP--INTERNATIONAL BOUNDARY AND WATER COMMISSION,
 CE0489'PERMISSION BY MR. FRANK WALKER, 4110 RIO BRAVO, EL PASO, TX
 CE0489'79902, TELEPHONE NUMBER 915-543-7380.
 CE0489'
 CE0489'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CE0489'10 AND LOOP 375, ABOUT 25.7 KM (16 MI) SOUTHEAST OF
 CE0489'EL PASO, EXIT 34, GO WESTERLY ON LOOP 375 FOR 5.9 KM
 CE0489'(3.7 MI) TO ZARAGOSA ROAD.  TURN LEFT AND GO SOUTH 0.3 KM
 CE0489'(0.2 MI) TO A U.S. CUSTOMS STATION.  TURN LEFT, PASS THROUGH
 CE0489'CUSTOMS SHED AND GO SOUTHEAST ATOP THE NORTH LEVEE FOR
 CE0489'1.8 KM (1.1 MI) TO A BRIDGE OVER A CANAL.  CROSS THE BRIDGE
 CE0489'AND GO SOUTHERLY ATOP A LEVEE FOR 4.0 KM (2.5 MI) TO THE
 CE0489'MARKER ON THE LEFT.
 CE0489'
 CE0489'THE STATION IS A STANDARD IBC DISK
 CE0489'STAMPED---3616.05 1114.674---,
 CE0489'CEMENTED IN A DRILL HOLE IN CONCRETE ABUTMENT AT THE
 CE0489'NORTH END OF A CANAL SIDE LOCK.
 CE0489'IT IS LOCATED
 CE0489'5.7 METERS (18.7 FT) NORTHEAST FROM THE CENTER OF THE MAIN LEVEE
 CE0489'ROAD.
 CE0489'
 CE0489'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0337 ***********************************************************************
 CD0337  DESIGNATION -  3623.2
 CD0337  PID         -  CD0337
 CD0337  STATE/COUNTY-  TX/CULBERSON
 CD0337  USGS QUAD   -  BITTER WELL MOUNTAIN (1973)
 CD0337
 CD0337                         *CURRENT SURVEY CONTROL
 CD0337  ___________________________________________________________________
 CD0337* NAD 83(1986)-  31 31 43.     (N)    104 50 52.     (W)     SCALED    
 CD0337* NAVD 88     -      1104.631  (meters)    3624.11   (feet)  ADJUSTED  
 CD0337  ___________________________________________________________________
 CD0337  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CD0337  DYNAMIC HT  -        1102.941 (meters)    3618.57  (feet)  COMP
 CD0337  MODELED GRAV-     979,072.9   (mgal)                       NAVD 88
 CD0337
 CD0337  VERT ORDER  -  SECOND    CLASS 0
 CD0337
 CD0337.The horizontal coordinates were scaled from a topographic map and have
 CD0337.an estimated accuracy of +/- 6 seconds.
 CD0337
 CD0337.The orthometric height was determined by differential leveling
 CD0337.and adjusted by the National Geodetic Survey in June 1991..
 CD0337
 CD0337.The geoid height was determined by GEOID03.
 CD0337
 CD0337.The dynamic height is computed by dividing the NAVD 88
 CD0337.geopotential number by the normal gravity value computed on the
 CD0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0337.degrees latitude (g = 980.6199 gals.).
 CD0337
 CD0337.The modeled gravity was interpolated from observed gravity values.
 CD0337
 CD0337;                    North         East    Units  Estimated Accuracy
 CD0337;SPC TX C     - 3,215,110.      271,400.      MT  (+/- 180 meters Scaled)
 CD0337
 CD0337                          SUPERSEDED SURVEY CONTROL
 CD0337
 CD0337  NGVD 29 (??/??/92) 1104.142  (m)         3622.51   (f) ADJ UNCH    2 0
 CD0337
 CD0337.Superseded values are not recommended for survey control.
 CD0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0337.See file dsdata.txt to determine how the superseded data were derived.
 CD0337
 CD0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ144881(NAD 83)
 CD0337_MARKER: Q = CHISELED SQUARE
 CD0337_SETTING: 80 = SET IN A BOULDER
 CD0337_SP_SET: BOULDER
 CD0337_STAMPING: 3623.2
 CD0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0337+STABILITY: SURFACE MOTION
 CD0337
 CD0337  HISTORY     - Date     Condition        Report By
 CD0337  HISTORY     - UNK      MONUMENTED       USGS
 CD0337  HISTORY     - 1933     GOOD             NGS
 CD0337  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0337
 CD0337                          STATION DESCRIPTION
 CD0337
 CD0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CD0337'36.7 MI N FROM VAN HORN.
 CD0337'36.7 MILES NORTH ALONG STATE HIGHWAY 54.  FIGURE 2 RANCH, 4.7 MI. N.
 CD0337'OF, ALONG STATE HWY. 54, ON TOP OF SMALL RIDGE WHICH CROSSES RD., 40
 CD0337'FT. E. OF HWY., ON TOP OF BOULDER SET IN GROUND.  CHISELED SQUARE,
 CD0337'MARKED 3623.2.
 CD0337
 CD0337                          STATION RECOVERY (1958)
 CD0337
 CD0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0614 ***********************************************************************
 DN0614  DESIGNATION -  364 A
 DN0614  PID         -  DN0614
 DN0614  STATE/COUNTY-  TX/DENTON
 DN0614  USGS QUAD   -  JUSTIN (1978)
 DN0614
 DN0614                         *CURRENT SURVEY CONTROL
 DN0614  ___________________________________________________________________
 DN0614* NAD 83(1986)-  33 00 21.     (N)    097 19 09.     (W)     SCALED    
 DN0614* NAVD 88     -       208.659  (meters)     684.58   (feet)  ADJUSTED  
 DN0614  ___________________________________________________________________
 DN0614  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DN0614  DYNAMIC HT  -         208.414 (meters)     683.77  (feet)  COMP
 DN0614  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 DN0614
 DN0614  VERT ORDER  -  SECOND    CLASS 0
 DN0614
 DN0614.The horizontal coordinates were scaled from a topographic map and have
 DN0614.an estimated accuracy of +/- 6 seconds.
 DN0614
 DN0614.The orthometric height was determined by differential leveling
 DN0614.and adjusted by the National Geodetic Survey in June 1991..
 DN0614
 DN0614.The geoid height was determined by GEOID03.
 DN0614
 DN0614.The dynamic height is computed by dividing the NAVD 88
 DN0614.geopotential number by the normal gravity value computed on the
 DN0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0614.degrees latitude (g = 980.6199 gals.).
 DN0614
 DN0614.The modeled gravity was interpolated from observed gravity values.
 DN0614
 DN0614;                    North         East    Units  Estimated Accuracy
 DN0614;SPC TXNC     - 2,149,120.      710,330.      MT  (+/- 180 meters Scaled)
 DN0614
 DN0614                          SUPERSEDED SURVEY CONTROL
 DN0614
 DN0614  NGVD 29 (??/??/92)  208.659  (m)          684.58   (f) ADJ UNCH    2 0
 DN0614
 DN0614.Superseded values are not recommended for survey control.
 DN0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0614.See file dsdata.txt to determine how the superseded data were derived.
 DN0614
 DN0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB570531(NAD 83)
 DN0614_MARKER: Z = SEE DESCRIPTION
 DN0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0614_SP_SET: ABUTMENT
 DN0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0614
 DN0614  HISTORY     - Date     Condition        Report By
 DN0614  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0614  HISTORY     - 1934     GOOD             NGS
 DN0614  HISTORY     - 1946     GOOD             NGS
 DN0614  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0614  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0614  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0614
 DN0614                          STATION DESCRIPTION
 DN0614
 DN0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0614'2.7 MI N FROM HASLET.
 DN0614'2.7 MILES NORTH OF G. C. SF R.R. STATION IN THE SOUTH EAST CORNER OF
 DN0614'SOUTH ABUTMENT OF GULF, COLORADO, AND SANTA FE RAILWAY BRIDGE 364-A.
 DN0614
 DN0614                          STATION RECOVERY (1946)
 DN0614
 DN0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DN0614'RECOVERED IN GOOD CONDITION.
 DN0614
 DN0614                          STATION RECOVERY (1995)
 DN0614
 DN0614'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0614'MARK NOT FOUND.
 DN0614
 DN0614                          STATION RECOVERY (1998)
 DN0614
 DN0614'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0614'MARK NOT FOUND.
 DN0614
 DN0614                          STATION RECOVERY (2005)
 DN0614
 DN0614'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0280 ***********************************************************************
 CD0280  DESIGNATION -  3640 R BASIN
 CD0280  PID         -  CD0280
 CD0280  STATE/COUNTY-  TX/HUDSPETH
 CD0280  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0280
 CD0280                         *CURRENT SURVEY CONTROL
 CD0280  ___________________________________________________________________
 CD0280* NAD 83(1986)-  31 45 19.     (N)    104 58 49.     (W)     SCALED    
 CD0280* NAVD 88     -      1109.841  (meters)    3641.20   (feet)  ADJUSTED  
 CD0280  ___________________________________________________________________
 CD0280  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CD0280  DYNAMIC HT  -        1108.172 (meters)    3635.73  (feet)  COMP
 CD0280  MODELED GRAV-     979,097.9   (mgal)                       NAVD 88
 CD0280
 CD0280  VERT ORDER  -  FIRST     CLASS II
 CD0280
 CD0280.The horizontal coordinates were scaled from a topographic map and have
 CD0280.an estimated accuracy of +/- 6 seconds.
 CD0280
 CD0280.The orthometric height was determined by differential leveling
 CD0280.and adjusted by the National Geodetic Survey in June 1991..
 CD0280
 CD0280.The geoid height was determined by GEOID03.
 CD0280
 CD0280.The dynamic height is computed by dividing the NAVD 88
 CD0280.geopotential number by the normal gravity value computed on the
 CD0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0280.degrees latitude (g = 980.6199 gals.).
 CD0280
 CD0280.The modeled gravity was interpolated from observed gravity values.
 CD0280
 CD0280;                    North         East    Units  Estimated Accuracy
 CD0280;SPC TX C     - 3,240,740.      259,880.      MT  (+/- 180 meters Scaled)
 CD0280
 CD0280                          SUPERSEDED SURVEY CONTROL
 CD0280
 CD0280  NGVD 29 (??/??/92) 1109.30   (m)         3639.4    (f) COMPUTED    1 2
 CD0280
 CD0280.Superseded values are not recommended for survey control.
 CD0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0280.See file dsdata.txt to determine how the superseded data were derived.
 CD0280
 CD0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER018133(NAD 83)
 CD0280_MARKER: DD = SURVEY DISK
 CD0280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0280_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0280_STAMPING: 3640 R 1932 BASIN
 CD0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0280
 CD0280  HISTORY     - Date     Condition        Report By
 CD0280  HISTORY     - 1932     MONUMENTED       USGS
 CD0280  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0280
 CD0280                          STATION DESCRIPTION
 CD0280
 CD0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0280'92.5 MI E FROM EL PASO.
 CD0280'85.6 MILES EAST OF THE JUNCTION OF LOOP 16 6.1 MILES EAST OF SALT FLAT
 CD0280'AIRPORT, 0.7 MILE WEST OF THE OLD BLUE BONNET SERVICE STATION, 0.6
 CD0280'MILE WEST OF THE JUNCTION OF THE ROAD LEADING NORTH TO ABLES, 175 FEET
 CD0280'EAST OF A CATTLEGUARD, ABOUT 100 FEET EAST OF THE SHORE LINE OF SALT
 CD0280'BASIN LAKE, ON THE TOP OF A SEMI-CONSOLIDATED SAND DUNE, AND 105 FEET
 CD0280'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 CD0280'SURVEY STANDARD DISK, STAMPED 3640 R 1932 BASIN AND SET IN THE TOP OF
 CD0280'A 3-INCH GALVANIZED-IRON PIPE PROJECTING 6 INCHES ABOVE GROUND. NOTE--
 CD0280'IT IS BELIEVED TO BE UNDER SEVERAL FEET OF DRIFTED SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0248 ***********************************************************************
 CD0248  DESIGNATION -  3648
 CD0248  PID         -  CD0248
 CD0248  STATE/COUNTY-  TX/CULBERSON
 CD0248  USGS QUAD   -  VICTORIO PEAK (1973)
 CD0248
 CD0248                         *CURRENT SURVEY CONTROL
 CD0248  ___________________________________________________________________
 CD0248* NAD 83(1986)-  31 22 13.     (N)    104 49 39.     (W)     SCALED    
 CD0248* NAVD 88     -      1114.643  (meters)    3656.96   (feet)  ADJUSTED  
 CD0248  ___________________________________________________________________
 CD0248  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CD0248  DYNAMIC HT  -        1112.931 (meters)    3651.34  (feet)  COMP
 CD0248  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 CD0248
 CD0248  VERT ORDER  -  SECOND    CLASS 0
 CD0248
 CD0248.The horizontal coordinates were scaled from a topographic map and have
 CD0248.an estimated accuracy of +/- 6 seconds.
 CD0248
 CD0248.The orthometric height was determined by differential leveling
 CD0248.and adjusted by the National Geodetic Survey in June 1991..
 CD0248
 CD0248.The geoid height was determined by GEOID03.
 CD0248
 CD0248.The dynamic height is computed by dividing the NAVD 88
 CD0248.geopotential number by the normal gravity value computed on the
 CD0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0248.degrees latitude (g = 980.6199 gals.).
 CD0248
 CD0248.The modeled gravity was interpolated from observed gravity values.
 CD0248
 CD0248;                    North         East    Units  Estimated Accuracy
 CD0248;SPC TX C     - 3,197,490.      272,610.      MT  (+/- 180 meters Scaled)
 CD0248
 CD0248                          SUPERSEDED SURVEY CONTROL
 CD0248
 CD0248  NGVD 29 (??/??/92) 1114.174  (m)         3655.42   (f) ADJ UNCH    2 0
 CD0248
 CD0248.Superseded values are not recommended for survey control.
 CD0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0248.See file dsdata.txt to determine how the superseded data were derived.
 CD0248
 CD0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ164706(NAD 83)
 CD0248_MARKER: DD = SURVEY DISK
 CD0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0248_STAMPING: 3648 VAN HN 1903
 CD0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0248
 CD0248  HISTORY     - Date     Condition        Report By
 CD0248  HISTORY     - 1903     MONUMENTED       USGS
 CD0248  HISTORY     - 1958     GOOD             NGS
 CD0248
 CD0248                          STATION DESCRIPTION
 CD0248
 CD0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0248'25.05 MI N FROM VAN HORN.
 CD0248'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0248'STATION AT VAN HORN, THENCE ABOUT 24.9 MILES NORTH ALONG STATE HIGHWAY
 CD0248'54.  52 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1.0
 CD0248'MILE SOUTH-SOUTHEAST OF SALT LAKE, 263 FEET NORTH-NORTHWEST OF THE
 CD0248'NORTH CORNER OF A BRIDGE, 24 FEET SOUTHWEST OF A FENCE, ABOUT LEVEL
 CD0248'WITH THE HIGHWAY, AND ON THE TOP OF A IRON PIPE SET IN A CONCRETE POST
 CD0248'PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0615 ***********************************************************************
 DN0615  DESIGNATION -  365 B
 DN0615  PID         -  DN0615
 DN0615  STATE/COUNTY-  TX/DENTON
 DN0615  USGS QUAD   -  JUSTIN (1978)
 DN0615
 DN0615                         *CURRENT SURVEY CONTROL
 DN0615  ___________________________________________________________________
 DN0615* NAD 83(1986)-  33 00 53.     (N)    097 18 49.     (W)     SCALED    
 DN0615* NAVD 88     -       198.69   (+/-2cm)     651.9    (feet)  VERTCON   
 DN0615  ___________________________________________________________________
 DN0615  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DN0615
 DN0615  VERT ORDER  -  ? (See Below)
 DN0615
 DN0615.The horizontal coordinates were scaled from a topographic map and have
 DN0615.an estimated accuracy of +/- 6 seconds.
 DN0615
 DN0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0615.The vertical order pertains to the NGVD 29 superseded value.
 DN0615
 DN0615.The geoid height was determined by GEOID03.
 DN0615
 DN0615;                    North         East    Units  Estimated Accuracy
 DN0615;SPC TXNC     - 2,150,110.      710,840.      MT  (+/- 180 meters Scaled)
 DN0615
 DN0615                          SUPERSEDED SURVEY CONTROL
 DN0615
 DN0615  NGVD 29 (??/??/92)  198.670  (m)          651.80   (f) ADJ UNCH    ?  
 DN0615
 DN0615.Superseded values are not recommended for survey control.
 DN0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0615.See file dsdata.txt to determine how the superseded data were derived.
 DN0615
 DN0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB575541(NAD 83)
 DN0615_MARKER: Z = SEE DESCRIPTION
 DN0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0615_SP_SET: ABUTMENT
 DN0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0615
 DN0615  HISTORY     - Date     Condition        Report By
 DN0615  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0615  HISTORY     - 1934     GOOD             NGS
 DN0615  HISTORY     - 19950629 GOOD             USPSQD
 DN0615  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0615
 DN0615                          STATION DESCRIPTION
 DN0615
 DN0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0615'3.5 MI N FROM HASLET.
 DN0615'3.5 MILES NORTH OF G.C. AND S.F. RR. STATION AT HASLET IN NORTHEAST
 DN0615'CORNER OF SOUTH ABUTMENT OF GULF COLORADO AND SANTA FE RAILWAY BRIDGE
 DN0615'365-B.
 DN0615
 DN0615                          STATION RECOVERY (1995)
 DN0615
 DN0615'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0615'RECOVERED IN GOOD CONDITION.
 DN0615
 DN0615                          STATION RECOVERY (1998)
 DN0615
 DN0615'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0617 ***********************************************************************
 DN0617  DESIGNATION -  366 C
 DN0617  PID         -  DN0617
 DN0617  STATE/COUNTY-  TX/DENTON
 DN0617  USGS QUAD   -  JUSTIN (1978)
 DN0617
 DN0617                         *CURRENT SURVEY CONTROL
 DN0617  ___________________________________________________________________
 DN0617* NAD 83(1986)-  33 01 44.     (N)    097 18 28.     (W)     SCALED    
 DN0617* NAVD 88     -       202.197  (meters)     663.37   (feet)  ADJUSTED  
 DN0617  ___________________________________________________________________
 DN0617  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DN0617  DYNAMIC HT  -         201.960 (meters)     662.60  (feet)  COMP
 DN0617  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 DN0617
 DN0617  VERT ORDER  -  SECOND    CLASS 0
 DN0617
 DN0617.The horizontal coordinates were scaled from a topographic map and have
 DN0617.an estimated accuracy of +/- 6 seconds.
 DN0617
 DN0617.The orthometric height was determined by differential leveling
 DN0617.and adjusted by the National Geodetic Survey in June 1991..
 DN0617
 DN0617.The geoid height was determined by GEOID03.
 DN0617
 DN0617.The dynamic height is computed by dividing the NAVD 88
 DN0617.geopotential number by the normal gravity value computed on the
 DN0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0617.degrees latitude (g = 980.6199 gals.).
 DN0617
 DN0617.The modeled gravity was interpolated from observed gravity values.
 DN0617
 DN0617;                    North         East    Units  Estimated Accuracy
 DN0617;SPC TXNC     - 2,151,690.      711,360.      MT  (+/- 180 meters Scaled)
 DN0617
 DN0617                          SUPERSEDED SURVEY CONTROL
 DN0617
 DN0617  NGVD 29 (??/??/92)  202.148  (m)          663.21   (f) ADJ UNCH    2 0
 DN0617
 DN0617.Superseded values are not recommended for survey control.
 DN0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0617.See file dsdata.txt to determine how the superseded data were derived.
 DN0617
 DN0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB580557(NAD 83)
 DN0617_MARKER: Z = SEE DESCRIPTION
 DN0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0617_SP_SET: BRIDGE
 DN0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0617
 DN0617  HISTORY     - Date     Condition        Report By
 DN0617  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0617  HISTORY     - 1934     GOOD             NGS
 DN0617  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0617  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0617
 DN0617                          STATION DESCRIPTION
 DN0617
 DN0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0617'4.5 MI N FROM HASLET.
 DN0617'4.5 MILES NORTH OF HASLET IN THE NORTH EAST CORNER OF EAST HEADWALL OF
 DN0617'GULF, COLORADO, AND SANTA FE RAILWAY BRIDGE 366-C.
 DN0617
 DN0617                          STATION RECOVERY (1995)
 DN0617
 DN0617'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0617'MARK NOT FOUND.
 DN0617
 DN0617                          STATION RECOVERY (1998)
 DN0617
 DN0617'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0280 ***********************************************************************
 EN0280  DESIGNATION -  3668+82
 EN0280  PID         -  EN0280
 EN0280  STATE/COUNTY-  TX/FLOYD
 EN0280  USGS QUAD   -  STERLEY (1966)
 EN0280
 EN0280                         *CURRENT SURVEY CONTROL
 EN0280  ___________________________________________________________________
 EN0280* NAD 83(1986)-  34 12 37.     (N)    101 23 48.     (W)     SCALED    
 EN0280* NAVD 88     -       993.184  (meters)    3258.47   (feet)  ADJUSTED  
 EN0280  ___________________________________________________________________
 EN0280  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EN0280  DYNAMIC HT  -         991.916 (meters)    3254.31  (feet)  COMP
 EN0280  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 EN0280
 EN0280  VERT ORDER  -  FIRST     CLASS II
 EN0280
 EN0280.The horizontal coordinates were scaled from a topographic map and have
 EN0280.an estimated accuracy of +/- 6 seconds.
 EN0280
 EN0280.The orthometric height was determined by differential leveling
 EN0280.and adjusted by the National Geodetic Survey in June 1991..
 EN0280
 EN0280.The geoid height was determined by GEOID03.
 EN0280
 EN0280.The dynamic height is computed by dividing the NAVD 88
 EN0280.geopotential number by the normal gravity value computed on the
 EN0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0280.degrees latitude (g = 980.6199 gals.).
 EN0280
 EN0280.The modeled gravity was interpolated from observed gravity values.
 EN0280
 EN0280;                    North         East    Units  Estimated Accuracy
 EN0280;SPC TXNC     - 2,285,760.      333,070.      MT  (+/- 180 meters Scaled)
 EN0280
 EN0280                          SUPERSEDED SURVEY CONTROL
 EN0280
 EN0280  NGVD 29 (??/??/92)  992.801  (m)         3257.21   (f) ADJ UNCH    1 2
 EN0280
 EN0280.Superseded values are not recommended for survey control.
 EN0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0280.See file dsdata.txt to determine how the superseded data were derived.
 EN0280
 EN0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC791880(NAD 83)
 EN0280_MARKER: Z = SEE DESCRIPTION
 EN0280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0280_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0280
 EN0280  HISTORY     - Date     Condition        Report By
 EN0280  HISTORY     - UNK      MONUMENTED       BNRR
 EN0280  HISTORY     - 1958     GOOD             NGS
 EN0280
 EN0280                          STATION DESCRIPTION
 EN0280
 EN0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0280'IN STERLEY.
 EN0280'AT STERLEY, FLOYD COUNTY, ABOUT 250 YARDS SOUTHWEST OF THE FORT WORTH
 EN0280'AND DENVER CITY RAILWAY STATION, AT STATION 3668+82 (MILEAGE 306.53),
 EN0280'ABOUT 125 YARDS NORTHWEST OF THE JUNCTION OF THE SILVERTOWN BRANCH
 EN0280'WITH THE MAIN LINE, AND ABOUT 200 FEET NORTHWEST OF THE NORTHWEST
 EN0280'TRACK.  THE TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 8 INCHES
 EN0280'ABOVE GROUND.  NOTE-- THE MARK IS ABOUT 75 FEET NORTH-NORTHWEST OF THE
 EN0280'CROSSING OF TWO RAILROADS, PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0455 ***********************************************************************
 AV0455  TIDAL BM    -  This is a Tidal Bench Mark.
 AV0455  DESIGNATION -  36+75 1200 CL USE=BM 5
 AV0455  PID         -  AV0455
 AV0455  STATE/COUNTY-  TX/JEFFERSON
 AV0455  USGS QUAD   -  TEXAS POINT (1993)
 AV0455
 AV0455                         *CURRENT SURVEY CONTROL
 AV0455  ___________________________________________________________________
 AV0455* NAD 83(1986)-  29 42 22.     (N)    093 51 23.     (W)     SCALED    
 AV0455* NAVD 88     -         0.87   (+/-2cm)       2.9    (feet)  VERTCON   
 AV0455  ___________________________________________________________________
 AV0455  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AV0455
 AV0455  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0455
 AV0455.The horizontal coordinates were scaled from a topographic map and have
 AV0455.an estimated accuracy of +/- 6 seconds.
 AV0455
 AV0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0455.The vertical order pertains to the NGVD 29 superseded value.
 AV0455
 AV0455.This Tidal Bench Mark is designated as VM 7287
 AV0455.by the Center for Operational Oceanographic Products and Services.
 AV0455
 AV0455.The geoid height was determined by GEOID03.
 AV0455
 AV0455;                    North         East    Units  Estimated Accuracy
 AV0455;SPC TXSC     - 4,218,500.    1,097,530.      MT  (+/- 180 meters Scaled)
 AV0455
 AV0455                          SUPERSEDED SURVEY CONTROL
 AV0455
 AV0455  NGVD 29 (??/??/??)    0.857  (m)            2.81   (f) ADJUSTED    1 2
 AV0455
 AV0455.Superseded values are not recommended for survey control.
 AV0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0455.See file dsdata.txt to determine how the superseded data were derived.
 AV0455
 AV0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN171865(NAD 83)
 AV0455_MARKER: DD = SURVEY DISK
 AV0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0455_STAMPING: 36+75 1200 CL
 AV0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0455+STABILITY: SURFACE MOTION
 AV0455
 AV0455  HISTORY     - Date     Condition        Report By
 AV0455  HISTORY     - UNK      MONUMENTED       DOD
 AV0455  HISTORY     - 1960     GOOD             CGS
 AV0455  HISTORY     - 20050316 MARK NOT FOUND   USPSQD
 AV0455
 AV0455                          STATION DESCRIPTION
 AV0455
 AV0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AV0455'1.7 MI SE FROM SABINE.
 AV0455'ABOUT 0.1 MILE SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AV0455'SABINE, THENCE 0.25 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 1.35
 AV0455'MILES SOUTHEAST ALONG A PAVED ROAD, 19 FEET NORTH OF CENTER LINE OF
 AV0455'SHELL ROAD LEADING TO OLD COAST GUARD BASE, 76 FEET SOUTH-SOUTHEAST OF
 AV0455'BENCH MARK 2, 65 FEET NORTH OF BENCH MARK 3, AND IN THE TOP OF A
 AV0455'CONCRETE POST FLUSH WITH THE GROUND.
 AV0455
 AV0455                          STATION RECOVERY (2005)
 AV0455
 AV0455'RECOVERY NOTE BY US POWER SQUADRON 2005
 AV0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1485 ***********************************************************************
 BL1485  DESIGNATION -  368
 BL1485  PID         -  BL1485
 BL1485  STATE/COUNTY-  TX/GRIMES
 BL1485  USGS QUAD   -  ANDERSON (1961)
 BL1485
 BL1485                         *CURRENT SURVEY CONTROL
 BL1485  ___________________________________________________________________
 BL1485* NAD 83(1986)-  30 29 20.     (N)    095 59 13.     (W)     SCALED    
 BL1485* NAVD 88     -       112.41   (+/-2cm)     368.8    (feet)  VERTCON   
 BL1485  ___________________________________________________________________
 BL1485  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BL1485
 BL1485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1485
 BL1485.The horizontal coordinates were scaled from a topographic map and have
 BL1485.an estimated accuracy of +/- 6 seconds.
 BL1485
 BL1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1485.The vertical order pertains to the NGVD 29 superseded value.
 BL1485
 BL1485.The geoid height was determined by GEOID03.
 BL1485
 BL1485;                    North         East    Units  Estimated Accuracy
 BL1485;SPC TX C     - 3,099,300.    1,117,160.      MT  (+/- 180 meters Scaled)
 BL1485
 BL1485                          SUPERSEDED SURVEY CONTROL
 BL1485
 BL1485  NGVD 29 (??/??/92)  112.392  (m)          368.74   (f) ADJ UNCH    2 0
 BL1485
 BL1485.Superseded values are not recommended for survey control.
 BL1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1485.See file dsdata.txt to determine how the superseded data were derived.
 BL1485
 BL1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP132767(NAD 83)
 BL1485_MARKER: DB = BENCH MARK DISK
 BL1485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1485_SP_SET: WALL
 BL1485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1485
 BL1485  HISTORY     - Date     Condition        Report By
 BL1485  HISTORY     - UNK      MONUMENTED       USGS
 BL1485  HISTORY     - 1954     GOOD             NGS
 BL1485  HISTORY     - 19991107 GOOD             USPSQD
 BL1485
 BL1485                          STATION DESCRIPTION
 BL1485
 BL1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1485'IN ANDERSON.
 BL1485'AT THE COURT HOUSE, AT THE MAIN ENTRANCE, 30 INCHES WEST OF THE WEST
 BL1485'SIDE OF THE ENTRANCE, 3 FEET ABOVE THE GROUND AND SET VERTICALLY IN
 BL1485'THE CONCRETE BLOCK WALL.
 BL1485
 BL1485                          STATION RECOVERY (1999)
 BL1485
 BL1485'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0042 ***********************************************************************
 AJ0042  DESIGNATION -  368
 AJ0042  PID         -  AJ0042
 AJ0042  STATE/COUNTY-  TX/DUVAL
 AJ0042  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0042
 AJ0042                         *CURRENT SURVEY CONTROL
 AJ0042  ___________________________________________________________________
 AJ0042* NAD 83(1986)-  27 41 33.     (N)    098 19 55.     (W)     SCALED    
 AJ0042* NAVD 88     -       111.669  (meters)     366.37   (feet)  ADJUSTED  
 AJ0042  ___________________________________________________________________
 AJ0042  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AJ0042  DYNAMIC HT  -         111.495 (meters)     365.80  (feet)  COMP
 AJ0042  MODELED GRAV-     979,084.9   (mgal)                       NAVD 88
 AJ0042
 AJ0042  VERT ORDER  -  FIRST     CLASS II
 AJ0042
 AJ0042.The horizontal coordinates were scaled from a topographic map and have
 AJ0042.an estimated accuracy of +/- 6 seconds.
 AJ0042
 AJ0042.The orthometric height was determined by differential leveling
 AJ0042.and adjusted by the National Geodetic Survey in June 1991..
 AJ0042
 AJ0042.The geoid height was determined by GEOID03.
 AJ0042
 AJ0042.The dynamic height is computed by dividing the NAVD 88
 AJ0042.geopotential number by the normal gravity value computed on the
 AJ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0042.degrees latitude (g = 980.6199 gals.).
 AJ0042
 AJ0042.The modeled gravity was interpolated from observed gravity values.
 AJ0042
 AJ0042;                    North         East    Units  Estimated Accuracy
 AJ0042;SPC TX S     - 5,224,460.      316,580.      MT  (+/- 180 meters Scaled)
 AJ0042
 AJ0042                          SUPERSEDED SURVEY CONTROL
 AJ0042
 AJ0042  NGVD 29 (??/??/92)  111.740  (m)          366.60   (f) ADJ UNCH    1 2
 AJ0042
 AJ0042.Superseded values are not recommended for survey control.
 AJ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0042.See file dsdata.txt to determine how the superseded data were derived.
 AJ0042
 AJ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR658633(NAD 83)
 AJ0042_MARKER: P = PIPE CAP
 AJ0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ0042_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AJ0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0042
 AJ0042  HISTORY     - Date     Condition        Report By
 AJ0042  HISTORY     - UNK      MONUMENTED       USGS
 AJ0042  HISTORY     - 1933     GOOD             NGS
 AJ0042  HISTORY     - 1934     GOOD             NGS
 AJ0042
 AJ0042                          STATION DESCRIPTION
 AJ0042
 AJ0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0042'8.5 MI W FROM SAN DIEGO.
 AJ0042'ON THE TEXAS-MEXICAN RR. AT MILE POST 101.  45 FT. S OF RAILROAD,
 AJ0042'BETWEEN RAILROAD AND OLD HIGHWAY, IN LINE OF TELEPHONE POLES.
 AJ0042
 AJ0042                          STATION RECOVERY (1934)
 AJ0042
 AJ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0040 ***********************************************************************
 CE0040  DESIGNATION -  3680
 CE0040  PID         -  CE0040
 CE0040  STATE/COUNTY-  TX/EL PASO
 CE0040  USGS QUAD   -  EL PASO (1997)
 CE0040
 CE0040                         *CURRENT SURVEY CONTROL
 CE0040  ___________________________________________________________________
 CE0040* NAD 83(1986)-  31 45 44.     (N)    106 23 58.     (W)     SCALED    
 CE0040* NAVD 88     -      1125.987  (meters)    3694.18   (feet)  ADJUSTED  
 CE0040  ___________________________________________________________________
 CE0040  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0040  DYNAMIC HT  -        1124.270 (meters)    3688.54  (feet)  COMP
 CE0040  MODELED GRAV-     979,076.8   (mgal)                       NAVD 88
 CE0040
 CE0040  VERT ORDER  -  FIRST     CLASS II
 CE0040
 CE0040.The horizontal coordinates were scaled from a topographic map and have
 CE0040.an estimated accuracy of +/- 6 seconds.
 CE0040
 CE0040.The orthometric height was determined by differential leveling
 CE0040.and adjusted by the National Geodetic Survey in June 1991..
 CE0040
 CE0040.The geoid height was determined by GEOID03.
 CE0040
 CE0040.The dynamic height is computed by dividing the NAVD 88
 CE0040.geopotential number by the normal gravity value computed on the
 CE0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0040.degrees latitude (g = 980.6199 gals.).
 CE0040
 CE0040.The modeled gravity was interpolated from observed gravity values.
 CE0040
 CE0040;                    North         East    Units  Estimated Accuracy
 CE0040;SPC TX C     - 3,247,980.      125,620.      MT  (+/- 180 meters Scaled)
 CE0040
 CE0040                          SUPERSEDED SURVEY CONTROL
 CE0040
 CE0040.No superseded survey control is available for this station.
 CE0040
 CE0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR674149(NAD 83)
 CE0040_MARKER: P = PIPE CAP
 CE0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0040_SP_SET: IRON PIPE
 CE0040_STAMPING: 3680
 CE0040_PROJECTION: PROJECTING 45 CENTIMETERS
 CE0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0040
 CE0040  HISTORY     - Date     Condition        Report By
 CE0040  HISTORY     - UNK      MONUMENTED       USGS
 CE0040  HISTORY     - 1956     GOOD             NGS
 CE0040  HISTORY     - 1981     POOR             NGS
 CE0040  HISTORY     - 19921123 MARK NOT FOUND   NGS
 CE0040
 CE0040                          STATION DESCRIPTION
 CE0040
 CE0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0040'6.3 MI E FROM EL PASO.
 CE0040'6.3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0040'STATION AT EL PASO, 0.1 MILE SOUTHEAST OF THE CROSSING OF FARM ROAD
 CE0040'76, 58 FEET SOUTHWEST OF BENCH MARK J 1072, 40 FEET SOUTHWEST OF THE
 CE0040'SOUTHWEST RAIL OF THE MAIN TRACK, 21.8 FEET NORTHEAST OF THE 1ST POLE
 CE0040'NORTHWEST OF MILEPOST 823, 26 FEET NORTHEAST OF THE CENTER LINE OF A
 CE0040'LEVEE, 4 FEET BELOW THE TOP OF THE RAILS, RIVETED ON THE TOP OF A 3
 CE0040'1/2 INCH IRON PIPE WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.
 CE0040
 CE0040                          STATION RECOVERY (1981)
 CE0040
 CE0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0040'IN EL PASO, 0.2 KM (0.15 MI) NORTHWEST OF THE JUNCTION OF DELTA
 CE0040'DRIVE AND THE SOUTHERN PACIFIC RAILROAD, 17.7 METERS (58.0 FT)
 CE0040'SOUTHWEST OF BENCH MARK J 1072, 13.7 METERS (45.0 FT) SOUTH-SOUTHEAST
 CE0040'OF MILEPOST 823, 12.2 METERS (40.0 FT) SOUTHWEST OF THE NEAR RAIL
 CE0040'AND 5.5 METERS (18.0 FT) NORTHEAST OF A CHAIN LINK FENCE.
 CE0040'NOTE=THE PIPE HAS BEEN HIT AND IS LEANING TO THE SOUTHEAST.
 CE0040'THE MARK IS 1.2 M BELOW THE TRACKS.
 CE0040
 CE0040                          STATION RECOVERY (1992)
 CE0040
 CE0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0040'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0336 ***********************************************************************
 BA0336  DESIGNATION -  3685
 BA0336  PID         -  BA0336
 BA0336  STATE/COUNTY-  TX/BREWSTER
 BA0336  USGS QUAD   -  STRADDLEBUG MOUNTAIN (1983)
 BA0336
 BA0336                         *CURRENT SURVEY CONTROL
 BA0336  ___________________________________________________________________
 BA0336* NAD 83(1986)-  29 47 49.     (N)    103 44 08.     (W)     SCALED    
 BA0336* NAVD 88     -      1123.770  (meters)    3686.90   (feet)  POSTED    
 BA0336  ___________________________________________________________________
 BA0336  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0336  DYNAMIC HT  -        1121.930 (meters)    3680.87  (feet)  COMP
 BA0336  MODELED GRAV-     978,970.5   (mgal)                       NAVD 88
 BA0336
 BA0336  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0336
 BA0336.The horizontal coordinates were scaled from a topographic map and have
 BA0336.an estimated accuracy of +/- 6 seconds.
 BA0336
 BA0336.The orthometric height was determined by differential leveling
 BA0336.and adjusted by the National Geodetic Survey in 1992..
 BA0336.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0336.rate of 2.1 thru 3.0 mm/km.
 BA0336
 BA0336.The geoid height was determined by GEOID03.
 BA0336
 BA0336.The dynamic height is computed by dividing the NAVD 88
 BA0336.geopotential number by the normal gravity value computed on the
 BA0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0336.degrees latitude (g = 980.6199 gals.).
 BA0336
 BA0336.The modeled gravity was interpolated from observed gravity values.
 BA0336
 BA0336;                    North         East    Units  Estimated Accuracy
 BA0336;SPC TXSC     - 4,226,890.      142,330.      MT  (+/- 180 meters Scaled)
 BA0336
 BA0336                          SUPERSEDED SURVEY CONTROL
 BA0336
 BA0336  NGVD 29 (??/??/92) 1123.368  (m)         3685.58   (f) ADJ UNCH    2 0
 BA0336
 BA0336.Superseded values are not recommended for survey control.
 BA0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0336.See file dsdata.txt to determine how the superseded data were derived.
 BA0336
 BA0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN222969(NAD 83)
 BA0336_MARKER: P = PIPE CAP
 BA0336_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BA0336_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BA0336_STAMPING: 3685 1917 16
 BA0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0336
 BA0336  HISTORY     - Date     Condition        Report By
 BA0336  HISTORY     - 1917     MONUMENTED       USGS
 BA0336  HISTORY     - 1966     GOOD             NGS
 BA0336
 BA0336                          STATION DESCRIPTION
 BA0336
 BA0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0336'3.65 MI S FROM O 2 RANCH.
 BA0336'ABOUT 3.65 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE O 2 RANCH
 BA0336'HEADQUARTERS, 98 FEET WEST OF THE CENTERLINE OF THE ROAD, 125 YARDS
 BA0336'WEST OF A POWER LINE, 93 FEET WEST OF THE WEST END OF A CATTLE GUARD,
 BA0336'20 FEET WEST OF A TEE FENCE CORNER POST, 1 1/2 FEET NORTH OF A
 BA0336'EAST-WEST FENCE, 0.6 MILES NORTH OF THE OLD WILSON RANCH BUILDINGS, 1
 BA0336'1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ON THE TOP OF A 3
 BA0336'1/2 INCH PIPE PROJECTING 1 1/2 FEET.  NOTE-- THIS MARK HAS BEEN
 BA0336'DISTURBED.  THE PIPE IS LEANING AT AN ANGLE AND IS VERY LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1062 ***********************************************************************
 CS1062  DESIGNATION -  369
 CS1062  PID         -  CS1062
 CS1062  STATE/COUNTY-  TX/DALLAS
 CS1062  USGS QUAD   -  OAK CLIFF (1981)
 CS1062
 CS1062                         *CURRENT SURVEY CONTROL
 CS1062  ___________________________________________________________________
 CS1062* NAD 83(1986)-  32 44 10.     (N)    096 45 26.     (W)     SCALED    
 CS1062* NAVD 88     -       124.649  (meters)     408.95   (feet)  ADJUSTED  
 CS1062  ___________________________________________________________________
 CS1062  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CS1062  DYNAMIC HT  -         124.507 (meters)     408.49  (feet)  COMP
 CS1062  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 CS1062
 CS1062  VERT ORDER  -  SECOND    CLASS 0
 CS1062
 CS1062.The horizontal coordinates were scaled from a topographic map and have
 CS1062.an estimated accuracy of +/- 6 seconds.
 CS1062
 CS1062.The orthometric height was determined by differential leveling
 CS1062.and adjusted by the National Geodetic Survey in June 1991..
 CS1062
 CS1062.The geoid height was determined by GEOID03.
 CS1062
 CS1062.The dynamic height is computed by dividing the NAVD 88
 CS1062.geopotential number by the normal gravity value computed on the
 CS1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1062.degrees latitude (g = 980.6199 gals.).
 CS1062
 CS1062.The modeled gravity was interpolated from observed gravity values.
 CS1062
 CS1062;                    North         East    Units  Estimated Accuracy
 CS1062;SPC TXNC     - 2,119,950.      763,330.      MT  (+/- 180 meters Scaled)
 CS1062
 CS1062                          SUPERSEDED SURVEY CONTROL
 CS1062
 CS1062  NGVD 29 (??/??/92)  124.63   (m)          408.9    (f) COMPUTED    2 0
 CS1062
 CS1062.Superseded values are not recommended for survey control.
 CS1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1062.See file dsdata.txt to determine how the superseded data were derived.
 CS1062
 CS1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB101242(NAD 83)
 CS1062_MARKER: DD = SURVEY DISK
 CS1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1062_STAMPING: 369
 CS1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1062+STABILITY: SURFACE MOTION
 CS1062
 CS1062  HISTORY     - Date     Condition        Report By
 CS1062  HISTORY     - UNK      MONUMENTED       TXGS
 CS1062  HISTORY     - 1947     MARK NOT FOUND   NGS
 CS1062  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1062
 CS1062                          STATION DESCRIPTION
 CS1062
 CS1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1062'4.1 MI SE FROM DALLAS.
 CS1062'ABOUT 4.1 MILES SOUTHEAST ALONG THE BELT RAILROAD FROM THE UNION
 CS1062'STATION AT DALLAS, DALLAS COUNTY, AT MILEPOST 2, AT THE CROSSING OF
 CS1062'THE TEXAS AND PACIFIC RAILWAY AND U. S. HIGHWAY 75, 20 FEET EAST OF
 CS1062'THE CENTER LINE OF THE HIGHWAY, AND 30 FEET NORTH OF THE CENTER LINE
 CS1062'OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 369 AND SET IN
 CS1062'THE TOP OF A CONCRETE POST.
 CS1062
 CS1062                          STATION RECOVERY (2000)
 CS1062
 CS1062'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0226 ***********************************************************************
 CE0226  DESIGNATION -  3695
 CE0226  PID         -  CE0226
 CE0226  STATE/COUNTY-  TX/EL PASO
 CE0226  USGS QUAD   -  SMELTERTOWN (1994)
 CE0226
 CE0226                         *CURRENT SURVEY CONTROL
 CE0226  ___________________________________________________________________
 CE0226* NAD 83(1986)-  31 48 08.     (N)    106 32 30.     (W)     SCALED    
 CE0226* NAVD 88     -      1139.405  (meters)    3738.20   (feet)  ADJUSTED  
 CE0226  ___________________________________________________________________
 CE0226  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0226  DYNAMIC HT  -        1137.720 (meters)    3732.67  (feet)  COMP
 CE0226  MODELED GRAV-     979,121.5   (mgal)                       NAVD 88
 CE0226
 CE0226  VERT ORDER  -  FIRST     CLASS II
 CE0226
 CE0226.The horizontal coordinates were scaled from a topographic map and have
 CE0226.an estimated accuracy of +/- 6 seconds.
 CE0226
 CE0226.The orthometric height was determined by differential leveling
 CE0226.and adjusted by the National Geodetic Survey in November 1996..
 CE0226
 CE0226.The geoid height was determined by GEOID03.
 CE0226
 CE0226.The dynamic height is computed by dividing the NAVD 88
 CE0226.geopotential number by the normal gravity value computed on the
 CE0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0226.degrees latitude (g = 980.6199 gals.).
 CE0226
 CE0226.The modeled gravity was interpolated from observed gravity values.
 CE0226
 CE0226;                    North         East    Units  Estimated Accuracy
 CE0226;SPC TX C     - 3,253,150.      112,420.      MT  (+/- 180 meters Scaled)
 CE0226
 CE0226                          SUPERSEDED SURVEY CONTROL
 CE0226
 CE0226  NAVD 88 (06/15/91) 1139.400  (m)         3738.18   (f) UNKNOWN     1 2
 CE0226
 CE0226.Superseded values are not recommended for survey control.
 CE0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0226.See file dsdata.txt to determine how the superseded data were derived.
 CE0226
 CE0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR540195(NAD 83)
 CE0226_MARKER: DD = SURVEY DISK
 CE0226_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CE0226_SP_SET: CURB
 CE0226_STAMPING: 3695.32
 CE0226_MARK LOGO: IBWC  
 CE0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0226+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1994
 CE0226
 CE0226  HISTORY     - Date     Condition        Report By
 CE0226  HISTORY     - UNK      MONUMENTED       IBWC
 CE0226  HISTORY     - 1952     GOOD             NGS
 CE0226  HISTORY     - 1954     GOOD             NGS
 CE0226  HISTORY     - 1981     GOOD             NGS
 CE0226  HISTORY     - 19940415 GOOD             NGS
 CE0226
 CE0226                          STATION DESCRIPTION
 CE0226
 CE0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0226'3.2 MI SE FROM WHITE SPUR, TEXAS.
 CE0226'3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 A FROM THE GRADE SCHOOL AT
 CE0226'WHITE SPUR, AT THE SOUTHWEST END OF A CONCRETE BRIDGE OVER THE RIO
 CE0226'GRANDE RIVER, 12.6 FEET NORTHWEST OF THE CENTER LINE OF THE BRIDGE, 15
 CE0226'FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED LEVEE LEADING
 CE0226'NORTHWEST, SET IN THE TOP OF A CONCRETE WALK ALONG THE NORTHWEST SIDE
 CE0226'OF THE BRIDGE.
 CE0226
 CE0226                          STATION RECOVERY (1954)
 CE0226
 CE0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0226'RECOVERED IN GOOD CONDITION.
 CE0226
 CE0226                          STATION RECOVERY (1981)
 CE0226
 CE0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0226'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 CE0226'IN EL PASO, 0.2 KM (0.1 MI) NORTHWEST OF THE JUNCTION OF STATE
 CE0226'HIGHWAYS 16 AND 273, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 CE0226'CURB OF HIGHWAY 273 BRIDGE OVER THE RIO GRANDE RIVER, 4.6 METERS
 CE0226'(15.0 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING
 CE0226'NORTHWEST, 3.8 METERS (12.6 FT) NORTHWEST OF THE CENTERLINE OF
 CE0226'THE HIGHWAY AND 0.2 METER (0.6 FT) NORTHEAST OF THE SOUTHWEST END
 CE0226'OF THE CURB.
 CE0226
 CE0226                          STATION RECOVERY (1994)
 CE0226
 CE0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0226'0.2 KM (0.10 MI) SOUTHERLY ALONG SOUTH KANSAS STREET FROM THE
 CE0226'COURTHOUSE IN EL PASO, THENCE 7.8 KM (4.85 MI) NORTHWESTERLY ALONG
 CE0226'PAISANO DRIVE, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG AN EXIT RAMP
 CE0226'AND STATE HIGHWAY 273, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE
 CE0226'SOUTHWEST END OF THE NORTHWEST CURB OF THE HIGHWAY BRIDGE SPANNING
 CE0226'THE RIO GRANDE RIVER, 3.6 M (11.8 FT) NORTHWEST OF THE HIGHWAY
 CE0226'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0209 ***********************************************************************
 DQ0209  DESIGNATION -  37
 DQ0209  PID         -  DQ0209
 DQ0209  STATE/COUNTY-  TX/HOCKLEY
 DQ0209  USGS QUAD   -  WHITEFACE (1965)
 DQ0209
 DQ0209                         *CURRENT SURVEY CONTROL
 DQ0209  ___________________________________________________________________
 DQ0209* NAD 83(1986)-  33 35 45.     (N)    102 34 27.     (W)     SCALED    
 DQ0209* NAVD 88     -      1109.902  (meters)    3641.40   (feet)  ADJUSTED  
 DQ0209  ___________________________________________________________________
 DQ0209  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 DQ0209  DYNAMIC HT  -        1108.445 (meters)    3636.62  (feet)  COMP
 DQ0209  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 DQ0209
 DQ0209  VERT ORDER  -  SECOND    CLASS 0
 DQ0209
 DQ0209.The horizontal coordinates were scaled from a topographic map and have
 DQ0209.an estimated accuracy of +/- 6 seconds.
 DQ0209
 DQ0209.The orthometric height was determined by differential leveling
 DQ0209.and adjusted by the National Geodetic Survey in June 1991..
 DQ0209
 DQ0209.The geoid height was determined by GEOID03.
 DQ0209
 DQ0209.The dynamic height is computed by dividing the NAVD 88
 DQ0209.geopotential number by the normal gravity value computed on the
 DQ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0209.degrees latitude (g = 980.6199 gals.).
 DQ0209
 DQ0209.The modeled gravity was interpolated from observed gravity values.
 DQ0209
 DQ0209;                    North         East    Units  Estimated Accuracy
 DQ0209;SPC TXNC     - 2,221,260.      221,960.      MT  (+/- 180 meters Scaled)
 DQ0209
 DQ0209                          SUPERSEDED SURVEY CONTROL
 DQ0209
 DQ0209  NGVD 29 (??/??/92) 1109.493  (m)         3640.06   (f) ADJ UNCH    2 0
 DQ0209
 DQ0209.Superseded values are not recommended for survey control.
 DQ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0209.See file dsdata.txt to determine how the superseded data were derived.
 DQ0209
 DQ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT251199(NAD 83)
 DQ0209_MARKER: B = BOLT
 DQ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0209+STABILITY: SURFACE MOTION
 DQ0209
 DQ0209  HISTORY     - Date     Condition        Report By
 DQ0209  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0209  HISTORY     - 1934     GOOD             NGS
 DQ0209
 DQ0209                          STATION DESCRIPTION
 DQ0209
 DQ0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0209'11.2 MI W FROM LEVELLAND.
 DQ0209'11.2 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0209'STATION AT LEVELLAND, HOCKLEY COUNTY, 110 FEET NORTHWEST OF MILEPOST
 DQ0209'37, 48 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF
 DQ0209'THE NORTH RIGHT-OF-WAY FENCE.  A TRACK BOLT SET IN THE TOP OF A
 DQ0209'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1325 ***********************************************************************
 FL1325  DESIGNATION -  37
 FL1325  PID         -  FL1325
 FL1325  STATE/COUNTY-  TX/MOORE
 FL1325  USGS QUAD   -  MASTERSON (1953)
 FL1325
 FL1325                         *CURRENT SURVEY CONTROL
 FL1325  ___________________________________________________________________
 FL1325* NAD 83(1986)-  35 39 37.     (N)    101 59 57.     (W)     SCALED    
 FL1325* NAVD 88     -      1137.179  (meters)    3730.89   (feet)  ADJUSTED  
 FL1325  ___________________________________________________________________
 FL1325  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL1325  DYNAMIC HT  -        1135.844 (meters)    3726.51  (feet)  COMP
 FL1325  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 FL1325
 FL1325  VERT ORDER  -  SECOND    CLASS 0
 FL1325
 FL1325.The horizontal coordinates were scaled from a topographic map and have
 FL1325.an estimated accuracy of +/- 6 seconds.
 FL1325
 FL1325.The orthometric height was determined by differential leveling
 FL1325.and adjusted by the National Geodetic Survey in June 1991..
 FL1325
 FL1325.The geoid height was determined by GEOID03.
 FL1325
 FL1325.The dynamic height is computed by dividing the NAVD 88
 FL1325.geopotential number by the normal gravity value computed on the
 FL1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1325.degrees latitude (g = 980.6199 gals.).
 FL1325
 FL1325.The modeled gravity was interpolated from observed gravity values.
 FL1325
 FL1325;                    North         East    Units  Estimated Accuracy
 FL1325;SPC TX N     - 1,184,300.      154,810.      MT  (+/- 180 meters Scaled)
 FL1325
 FL1325                          SUPERSEDED SURVEY CONTROL
 FL1325
 FL1325  NGVD 29 (??/??/92) 1136.626  (m)         3729.08   (f) ADJ UNCH    2 0
 FL1325
 FL1325.Superseded values are not recommended for survey control.
 FL1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1325.See file dsdata.txt to determine how the superseded data were derived.
 FL1325
 FL1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE284504(NAD 83)
 FL1325_MARKER: B = BOLT
 FL1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1325+STABILITY: SURFACE MOTION
 FL1325
 FL1325  HISTORY     - Date     Condition        Report By
 FL1325  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1325  HISTORY     - 1934     GOOD             NGS
 FL1325
 FL1325                          STATION DESCRIPTION
 FL1325
 FL1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1325'15.0 MI SE FROM DUMAS.
 FL1325'15.0 MILES SE OF AND ALONG THE S.F.R.R. OPPOSITE MILE POST 37.  48 FT.
 FL1325'NE OF CENTER OF TRACK.  2 FT. SW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2321 ***********************************************************************
 AX2321  DESIGNATION -  37 H
 AX2321  PID         -  AX2321
 AX2321  STATE/COUNTY-  TX/GUADALUPE
 AX2321  USGS QUAD   -  SEGUIN (1994)
 AX2321
 AX2321                         *CURRENT SURVEY CONTROL
 AX2321  ___________________________________________________________________
 AX2321* NAD 83(1986)-  29 34 06.     (N)    097 57 52.     (W)     SCALED    
 AX2321* NAVD 88     -       160.94   (+/-2cm)     528.0    (feet)  VERTCON   
 AX2321  ___________________________________________________________________
 AX2321  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2321
 AX2321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2321
 AX2321.The horizontal coordinates were scaled from a topographic map and have
 AX2321.an estimated accuracy of +/- 6 seconds.
 AX2321
 AX2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2321.The vertical order pertains to the NGVD 29 superseded value.
 AX2321
 AX2321.The geoid height was determined by GEOID03.
 AX2321
 AX2321;                    North         East    Units  Estimated Accuracy
 AX2321;SPC TXSC     - 4,192,730.      700,330.      MT  (+/- 180 meters Scaled)
 AX2321
 AX2321                          SUPERSEDED SURVEY CONTROL
 AX2321
 AX2321  NGVD 29 (??/??/92)  160.863  (m)          527.76   (f) ADJ UNCH    2 0
 AX2321
 AX2321.Superseded values are not recommended for survey control.
 AX2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2321.See file dsdata.txt to determine how the superseded data were derived.
 AX2321
 AX2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT003714(NAD 83)
 AX2321_MARKER: DD = SURVEY DISK
 AX2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2321_STAMPING: 37 H 1924
 AX2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2321+STABILITY: SURFACE MOTION
 AX2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2321+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2321
 AX2321  HISTORY     - Date     Condition        Report By
 AX2321  HISTORY     - 1924     MONUMENTED       USGS
 AX2321  HISTORY     - 1943     GOOD             NGS
 AX2321  HISTORY     - 1988     POOR             USPSQD
 AX2321  HISTORY     - 19930808 GOOD             USPSQD
 AX2321  HISTORY     - 19990925 GOOD             USPSQD
 AX2321  HISTORY     - 20030517 GOOD             USPSQD
 AX2321
 AX2321                          STATION DESCRIPTION
 AX2321
 AX2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2321'IN SEGUIN.
 AX2321'AT SEGUIN, GUADALUPE COUNTY, NEAR THE SOUTHWEST CORNER OF THE COUNTY
 AX2321'COURTHOUSE, 22 FEET EAST OF THE SIDEWALK ALONG AUSTIN STREET, 6 FEET
 AX2321'NORTH OF THE EAST-AND-WEST SIDEWALK, 1 FOOT WEST OF A TREE ABOUT 1
 AX2321'FOOT IN DIAMETER, AND 0.3 FOOT UNDER GROUND.  A UNITED STATES
 AX2321'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 37 H 1924 AND SET IN THE TOP
 AX2321'OF A STONE POST.
 AX2321
 AX2321                          STATION RECOVERY (1988)
 AX2321
 AX2321'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2321'MARK RECOVERED IN POOR CONDITION.
 AX2321
 AX2321                          STATION RECOVERY (1993)
 AX2321
 AX2321'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2321'RECOVERED IN GOOD CONDITION.
 AX2321
 AX2321                          STATION RECOVERY (1999)
 AX2321
 AX2321'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2321'RECOVERED IN GOOD CONDITION.
 AX2321
 AX2321                          STATION RECOVERY (2003)
 AX2321
 AX2321'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX2321'WAAS DGPS (GARMIN 76, 3D DIFFERENTIAL, 3 SATELLITES) READING OVER MARK
 AX2321'- 29 34 06.0 (N) - 097 57 52.1 (W).  CHANGE DESCRIPTION - MARK IS
 AX2321'APPROXIMATELY 6 INCHES WEST OF THE TREE AND IS NOW ALSO IDENTIFIED BY
 AX2321'A WITNESS POST.  THE MARK IS APPROXIMATELY 6 INCHES SE OF THE WITNESS
 AX2321'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1061 ***********************************************************************
 CS1061  DESIGNATION -  370
 CS1061  PID         -  CS1061
 CS1061  STATE/COUNTY-  TX/DALLAS
 CS1061  USGS QUAD   -  HUTCHINS (1973)
 CS1061
 CS1061                         *CURRENT SURVEY CONTROL
 CS1061  ___________________________________________________________________
 CS1061* NAD 83(1986)-  32 44 54.     (N)    096 44 58.     (W)     SCALED    
 CS1061* NAVD 88     -       125.377  (meters)     411.34   (feet)  ADJUSTED  
 CS1061  ___________________________________________________________________
 CS1061  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CS1061  DYNAMIC HT  -         125.234 (meters)     410.87  (feet)  COMP
 CS1061  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 CS1061
 CS1061  VERT ORDER  -  SECOND    CLASS 0
 CS1061
 CS1061.The horizontal coordinates were scaled from a topographic map and have
 CS1061.an estimated accuracy of +/- 6 seconds.
 CS1061
 CS1061.The orthometric height was determined by differential leveling
 CS1061.and adjusted by the National Geodetic Survey in June 1991..
 CS1061
 CS1061.The geoid height was determined by GEOID03.
 CS1061
 CS1061.The dynamic height is computed by dividing the NAVD 88
 CS1061.geopotential number by the normal gravity value computed on the
 CS1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1061.degrees latitude (g = 980.6199 gals.).
 CS1061
 CS1061.The modeled gravity was interpolated from observed gravity values.
 CS1061
 CS1061;                    North         East    Units  Estimated Accuracy
 CS1061;SPC TXNC     - 2,121,310.      764,030.      MT  (+/- 180 meters Scaled)
 CS1061
 CS1061                          SUPERSEDED SURVEY CONTROL
 CS1061
 CS1061  NGVD 29 (??/??/92)  125.36   (m)          411.3    (f) COMPUTED    2 0
 CS1061
 CS1061.Superseded values are not recommended for survey control.
 CS1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1061.See file dsdata.txt to determine how the superseded data were derived.
 CS1061
 CS1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB108256(NAD 83)
 CS1061_MARKER: DD = SURVEY DISK
 CS1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1061_STAMPING: 370
 CS1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1061+STABILITY: SURFACE MOTION
 CS1061
 CS1061  HISTORY     - Date     Condition        Report By
 CS1061  HISTORY     - UNK      MONUMENTED       TXGS
 CS1061  HISTORY     - 1947     MARK NOT FOUND   NGS
 CS1061
 CS1061                          STATION DESCRIPTION
 CS1061
 CS1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1061'5.0 MI SE FROM DALLAS.
 CS1061'ABOUT 5.0 MILES SOUTHEAST ALONG THE BELT RAILROAD FROM THE UNION
 CS1061'STATION AT DALLAS, DALLAS COUNTY, ABOUT 125 YARDS WEST OF MILEPOST 3,
 CS1061'AT THE FIRST ROAD CROSSING EAST OF THE SIGNBOARD AT FOX, 20 FEET WEST
 CS1061'OF THE CENTER LINE OF THE ROAD, AND 9 FEET NORTH OF THE CENTER LINE OF
 CS1061'THE MAIN TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 370 AND SET IN
 CS1061'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1040 ***********************************************************************
 FL1040  DESIGNATION -  3707.02
 FL1040  PID         -  FL1040
 FL1040  STATE/COUNTY-  TX/CARSON
 FL1040  USGS QUAD   -  ABELL (1965)
 FL1040
 FL1040                         *CURRENT SURVEY CONTROL
 FL1040  ___________________________________________________________________
 FL1040* NAD 83(1986)-  35 25 13.     (N)    101 29 05.     (W)     SCALED    
 FL1040* NAVD 88     -      1074.92   (+/-2cm)    3526.6    (feet)  VERTCON   
 FL1040  ___________________________________________________________________
 FL1040  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 FL1040
 FL1040  VERT ORDER  -  ? (See Below)
 FL1040
 FL1040.The horizontal coordinates were scaled from a topographic map and have
 FL1040.an estimated accuracy of +/- 6 seconds.
 FL1040
 FL1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1040.The vertical order pertains to the NGVD 29 superseded value.
 FL1040
 FL1040.The geoid height was determined by GEOID03.
 FL1040
 FL1040;                    North         East    Units  Estimated Accuracy
 FL1040;SPC TX N     - 1,157,560.      201,390.      MT  (+/- 180 meters Scaled)
 FL1040
 FL1040                          SUPERSEDED SURVEY CONTROL
 FL1040
 FL1040  NGVD 29 (??/??/92) 1074.414  (m)         3524.97   (f) ADJ UNCH    ?  
 FL1040
 FL1040.Superseded values are not recommended for survey control.
 FL1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1040.See file dsdata.txt to determine how the superseded data were derived.
 FL1040
 FL1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE744224(NAD 83)
 FL1040_MARKER: B = BOLT
 FL1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1040+STABILITY: SURFACE MOTION
 FL1040
 FL1040  HISTORY     - Date     Condition        Report By
 FL1040  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1040  HISTORY     - 1935     GOOD             NGS
 FL1040
 FL1040                          STATION DESCRIPTION
 FL1040
 FL1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1040'9.1 MI NW FROM PANHANDLE.
 FL1040'9.1 MILES NORTHWEST OF A.T. AND S.F. DEPOT BY RAIL ALONG PANHANDLE AND
 FL1040'SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, ALONG EAST
 FL1040'RIGHT-OF-WAY FENCE, 30 FEET NORTH OF MILEPOLE NO 8, 50 FEET EAST OF
 FL1040'EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0281 ***********************************************************************
 EN0281  DESIGNATION -  3712+66
 EN0281  PID         -  EN0281
 EN0281  STATE/COUNTY-  TX/FLOYD
 EN0281  USGS QUAD   -  STERLEY (1966)
 EN0281
 EN0281                         *CURRENT SURVEY CONTROL
 EN0281  ___________________________________________________________________
 EN0281* NAD 83(1986)-  34 12 01.     (N)    101 24 07.     (W)     SCALED    
 EN0281* NAVD 88     -       994.368  (meters)    3262.36   (feet)  ADJUSTED  
 EN0281  ___________________________________________________________________
 EN0281  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EN0281  DYNAMIC HT  -         993.098 (meters)    3258.19  (feet)  COMP
 EN0281  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 EN0281
 EN0281  VERT ORDER  -  FIRST     CLASS II
 EN0281
 EN0281.The horizontal coordinates were scaled from a topographic map and have
 EN0281.an estimated accuracy of +/- 6 seconds.
 EN0281
 EN0281.The orthometric height was determined by differential leveling
 EN0281.and adjusted by the National Geodetic Survey in June 1991..
 EN0281
 EN0281.The geoid height was determined by GEOID03.
 EN0281
 EN0281.The dynamic height is computed by dividing the NAVD 88
 EN0281.geopotential number by the normal gravity value computed on the
 EN0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0281.degrees latitude (g = 980.6199 gals.).
 EN0281
 EN0281.The modeled gravity was interpolated from observed gravity values.
 EN0281
 EN0281;                    North         East    Units  Estimated Accuracy
 EN0281;SPC TXNC     - 2,284,670.      332,550.      MT  (+/- 180 meters Scaled)
 EN0281
 EN0281                          SUPERSEDED SURVEY CONTROL
 EN0281
 EN0281  NGVD 29 (??/??/92)  993.986  (m)         3261.10   (f) ADJ UNCH    1 2
 EN0281
 EN0281.Superseded values are not recommended for survey control.
 EN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0281.See file dsdata.txt to determine how the superseded data were derived.
 EN0281
 EN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC786869(NAD 83)
 EN0281_MARKER: Z = SEE DESCRIPTION
 EN0281_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0281_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0281
 EN0281  HISTORY     - Date     Condition        Report By
 EN0281  HISTORY     - UNK      MONUMENTED       BNRR
 EN0281  HISTORY     - 1958     GOOD             NGS
 EN0281
 EN0281                          STATION DESCRIPTION
 EN0281
 EN0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0281'1.0 MI S FROM STERLEY.
 EN0281'1.0 MILE SOUTH ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM THE
 EN0281'STATION AT STERLEY, FLOYD COUNTY, AT STATION 3712+66 (MILEAGE 307.36),
 EN0281'ABOUT 30 YARDS SOUTHEAST OF A YARD LIMIT SIGN, ABOUT 20 FEET NORTH OF
 EN0281'A ROAD CROSSING, ABOUT 16 YARDS EAST OF THE TRACK, AND 3 FEET WEST OF
 EN0281'THE RIGHT-OF-WAY FENCE. THE TOP OF A CONCRETE-FILLED PIPE PROJECTING
 EN0281'ABOUT 8 INCHES ABOVE GROUND. NOTE-- IN THE NORTHEAST ANGLE OF THE
 EN0281'CROSSING OF A ROAD AND THE RAILROAD AND 5 FEET NORTH OF AN OLD CORNER
 EN0281'POST, PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0448 ***********************************************************************
 CE0448  DESIGNATION -  3727
 CE0448  PID         -  CE0448
 CE0448  STATE/COUNTY-  TX/EL PASO
 CE0448  USGS QUAD   -  CANUTILLO (1995)
 CE0448
 CE0448                         *CURRENT SURVEY CONTROL
 CE0448  ___________________________________________________________________
 CE0448* NAD 83(1986)-  31 54 54.     (N)    106 36 09.     (W)     SCALED    
 CE0448* NAVD 88     -      1149.179  (meters)    3770.26   (feet)  ADJUSTED  
 CE0448  ___________________________________________________________________
 CE0448  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CE0448  DYNAMIC HT  -        1147.470 (meters)    3764.66  (feet)  COMP
 CE0448  MODELED GRAV-     979,112.5   (mgal)                       NAVD 88
 CE0448
 CE0448  VERT ORDER  -  FIRST     CLASS II
 CE0448
 CE0448.The horizontal coordinates were scaled from a topographic map and have
 CE0448.an estimated accuracy of +/- 6 seconds.
 CE0448
 CE0448.The orthometric height was determined by differential leveling
 CE0448.and adjusted by the National Geodetic Survey in November 1996..
 CE0448
 CE0448.The geoid height was determined by GEOID03.
 CE0448
 CE0448.The dynamic height is computed by dividing the NAVD 88
 CE0448.geopotential number by the normal gravity value computed on the
 CE0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0448.degrees latitude (g = 980.6199 gals.).
 CE0448
 CE0448.The modeled gravity was interpolated from observed gravity values.
 CE0448
 CE0448;                    North         East    Units  Estimated Accuracy
 CE0448;SPC TX C     - 3,265,960.      107,370.      MT  (+/- 180 meters Scaled)
 CE0448
 CE0448                          SUPERSEDED SURVEY CONTROL
 CE0448
 CE0448  NAVD 88 (06/15/91) 1149.177  (m)         3770.26   (f) UNKNOWN     1 2
 CE0448
 CE0448.Superseded values are not recommended for survey control.
 CE0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0448.See file dsdata.txt to determine how the superseded data were derived.
 CE0448
 CE0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR484321(NAD 83)
 CE0448_MARKER: DD = SURVEY DISK
 CE0448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0448_SP_SET: WINGWALL
 CE0448_STAMPING: 3727.50
 CE0448_MARK LOGO: IBWC  
 CE0448_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0448+STABILITY: SURFACE MOTION
 CE0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0448+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0448
 CE0448  HISTORY     - Date     Condition        Report By
 CE0448  HISTORY     - 1909     MONUMENTED       IBWC
 CE0448  HISTORY     - 1981     GOOD             NGS
 CE0448  HISTORY     - 19940418 GOOD             NGS
 CE0448
 CE0448                          STATION DESCRIPTION
 CE0448
 CE0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0448'0.4 KM (0.2 MI) NW FROM CANUTILLO.
 CE0448'THE MARK IS 0.6 M ABOVE THE ROAD.
 CE0448'0.2 KM (0.1 MI) NORTHERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 CE0448'IN CANUTILLO, THENCE 0.2 KM (0.1 MI) WEST ALONG FARM ROAD 259, IN
 CE0448'TOP OF THE WEST END OF THE NORTH WINGWALL OF THE WEST ABUTMENT OF A
 CE0448'BRIDGE OVER THE RIO GRANDE RIVER, 12.8 METERS (42.0 FT) EAST OF THE
 CE0448'CENTER OF A LEVEE, 5.3 METERS (17.5 FT) NORTH OF THE CENTERLINE OF THE
 CE0448'ROAD, 2.4 METERS (7.8 FT) WEST OF THE WEST END OF THE BRIDGE AND 0.3
 CE0448'METER (1.0 FT) EAST OF THE WEST END OF THE WINGWALL.
 CE0448
 CE0448                          STATION RECOVERY (1994)
 CE0448
 CE0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0448'0.2 KM (0.10 MI) NORTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0448'THE POST OFFICE IN CANUTILLO, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG
 CE0448'FARM ROAD 259, IN TOP OF AND 0.4 M (1.3 FT) EAST OF THE WEST END OF
 CE0448'THE NORTHWEST CONCRETE ABUTMENT WINGWALL OF THE ROAD BRIDGE SPANNING
 CE0448'THE RIO GRANDE RIVER, 5.5 M (18.0 FT) NORTH OF THE ROAD CENTERLINE,
 CE0448'AND 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2301 ***********************************************************************
 BY2301  DESIGNATION -  374
 BY2301  PID         -  BY2301
 BY2301  STATE/COUNTY-  TX/ANDERSON
 BY2301  USGS QUAD   -  YARD (1982)
 BY2301
 BY2301                         *CURRENT SURVEY CONTROL
 BY2301  ___________________________________________________________________
 BY2301* NAD 83(1986)-  31 50 10.     (N)    095 58 40.     (W)     SCALED    
 BY2301* NAVD 88     -        72.643  (meters)     238.33   (feet)  ADJUSTED  
 BY2301  ___________________________________________________________________
 BY2301  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BY2301  DYNAMIC HT  -          72.557 (meters)     238.05  (feet)  COMP
 BY2301  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 BY2301
 BY2301  VERT ORDER  -  SECOND    CLASS 0
 BY2301
 BY2301.The horizontal coordinates were scaled from a topographic map and have
 BY2301.an estimated accuracy of +/- 6 seconds.
 BY2301
 BY2301.The orthometric height was determined by differential leveling
 BY2301.and adjusted by the National Geodetic Survey in June 1991..
 BY2301
 BY2301.The geoid height was determined by GEOID03.
 BY2301
 BY2301.The dynamic height is computed by dividing the NAVD 88
 BY2301.geopotential number by the normal gravity value computed on the
 BY2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2301.degrees latitude (g = 980.6199 gals.).
 BY2301
 BY2301.The modeled gravity was interpolated from observed gravity values.
 BY2301
 BY2301;                    North         East    Units  Estimated Accuracy
 BY2301;SPC TX C     - 3,248,580.    1,112,190.      MT  (+/- 180 meters Scaled)
 BY2301
 BY2301                          SUPERSEDED SURVEY CONTROL
 BY2301
 BY2301  NGVD 29 (??/??/92)   72.634  (m)          238.30   (f) ADJ UNCH    2 0
 BY2301
 BY2301.Superseded values are not recommended for survey control.
 BY2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2301.See file dsdata.txt to determine how the superseded data were derived.
 BY2301
 BY2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR181261(NAD 83)
 BY2301_MARKER: Z = SEE DESCRIPTION
 BY2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2301_STAMPING: 374 238.008
 BY2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2301+STABILITY: SURFACE MOTION
 BY2301
 BY2301  HISTORY     - Date     Condition        Report By
 BY2301  HISTORY     - UNK      MONUMENTED       DOD
 BY2301  HISTORY     - 1947     GOOD             NGS
 BY2301
 BY2301                          STATION DESCRIPTION
 BY2301
 BY2301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2301'10.3 MI SW FROM BETHEL.
 BY2301'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2301'THENCE 3.7 MILES SOUTH ALONG A COUNTY ROAD, THENCE 5.2 MILES SOUTHWEST
 BY2301'ALONG A COUNTY ROAD TO EDDIE ALEXANDERS HOUSE, THENCE 1.1 MILES SOUTH
 BY2301'ACROSS TIMBER LAND TO THE SITE OF THE MARK, ABOUT 1000 FEET NORTH OF
 BY2301'THE BANK OF THE TRINITY RIVER, 15 FEET SOUTHWEST OF A 3 FOOT STUMP, 3
 BY2301'FEET WEST OF A 4X4 MARKER POST.  A CAP ON THE TOP OF AN IRON PIPE
 BY2301'WHICH IS SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1482 ***********************************************************************
 AX1482  DESIGNATION -  374
 AX1482  PID         -  AX1482
 AX1482  STATE/COUNTY-  TX/FAYETTE
 AX1482  USGS QUAD   -  FLATONIA (1981)
 AX1482
 AX1482                         *CURRENT SURVEY CONTROL
 AX1482  ___________________________________________________________________
 AX1482* NAD 83(1986)-  29 40 51.     (N)    097 00 38.     (W)     SCALED    
 AX1482* NAVD 88     -       111.72   (+/-2cm)     366.5    (feet)  VERTCON   
 AX1482  ___________________________________________________________________
 AX1482  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AX1482
 AX1482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1482
 AX1482.The horizontal coordinates were scaled from a topographic map and have
 AX1482.an estimated accuracy of +/- 6 seconds.
 AX1482
 AX1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1482.The vertical order pertains to the NGVD 29 superseded value.
 AX1482
 AX1482.The geoid height was determined by GEOID03.
 AX1482
 AX1482;                    North         East    Units  Estimated Accuracy
 AX1482;SPC TXSC     - 4,206,390.      792,530.      MT  (+/- 180 meters Scaled)
 AX1482
 AX1482                          SUPERSEDED SURVEY CONTROL
 AX1482
 AX1482  NGVD 29 (??/??/92)  111.686  (m)          366.42   (f) ADJ UNCH    2 0
 AX1482
 AX1482.Superseded values are not recommended for survey control.
 AX1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1482.See file dsdata.txt to determine how the superseded data were derived.
 AX1482
 AX1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT925850(NAD 83)
 AX1482_MARKER: P = PIPE CAP
 AX1482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1482_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1482_STAMPING: 374 274
 AX1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1482
 AX1482  HISTORY     - Date     Condition        Report By
 AX1482  HISTORY     - UNK      MONUMENTED       USGS
 AX1482  HISTORY     - 1943     GOOD             NGS
 AX1482  HISTORY     - 1970     GOOD             TXHD
 AX1482  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1482  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1482  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1482  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX1482
 AX1482                          STATION DESCRIPTION
 AX1482
 AX1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1482'6.8 MI W FROM SCHULENBURG.
 AX1482'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY
 AX1482'NO.77 AT SCHULENBURG, PROCEED 6.8 MILES WESTERLY ALONG U.S. HIGHWAY
 AX1482'NO.90 TO A SMALL VILLAGE CALLED ENGLE AND SITE OF BENCH MARK.  BENCH
 AX1482'MARK IS 91.5 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AX1482'U.S. HIGHWAY NO.90.  IT IS 47.5 FEET EAST OF THE SOUTHEAST CORNER OF
 AX1482'THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD STATION AT
 AX1482'ENGLE, 18.5 FEET WEST OF THE CENTERLINE OF A GRAVEL GRADE CROSSING,
 AX1482'16.2 FEET NORTH OF THE CENTERLINE OF THE MAIN RAILROAD TRACK AND 2.3
 AX1482'FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AX1482'0.3 FOOT.
 AX1482
 AX1482                          STATION RECOVERY (1970)
 AX1482
 AX1482'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1482'RECOVERED IN GOOD CONDITION.
 AX1482
 AX1482                          STATION RECOVERY (1987)
 AX1482
 AX1482'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1482'MARK NOT FOUND.
 AX1482
 AX1482                          STATION RECOVERY (1988)
 AX1482
 AX1482'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1482'MARK NOT FOUND.
 AX1482
 AX1482                          STATION RECOVERY (1997)
 AX1482
 AX1482'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1482'MARK NOT FOUND.
 AX1482
 AX1482                          STATION RECOVERY (2005)
 AX1482
 AX1482'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0203 ***********************************************************************
 CE0203  DESIGNATION -  3740
 CE0203  PID         -  CE0203
 CE0203  STATE/COUNTY-  TX/EL PASO
 CE0203  USGS QUAD   -  CANUTILLO (1995)
 CE0203
 CE0203                         *CURRENT SURVEY CONTROL
 CE0203  ___________________________________________________________________
 CE0203* NAD 83(1986)-  31 57 33.     (N)    106 36 15.     (W)     SCALED    
 CE0203* NAVD 88     -      1153.133  (meters)    3783.24   (feet)  ADJUSTED  
 CE0203  ___________________________________________________________________
 CE0203  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0203  DYNAMIC HT  -        1151.421 (meters)    3777.62  (feet)  COMP
 CE0203  MODELED GRAV-     979,114.5   (mgal)                       NAVD 88
 CE0203
 CE0203  VERT ORDER  -  FIRST     CLASS II
 CE0203
 CE0203.The horizontal coordinates were scaled from a topographic map and have
 CE0203.an estimated accuracy of +/- 6 seconds.
 CE0203
 CE0203.The orthometric height was determined by differential leveling
 CE0203.and adjusted by the National Geodetic Survey in November 1996..
 CE0203.WARNING-Repeat measurements at this control monument indicate possible
 CE0203.vertical movement.
 CE0203
 CE0203.The geoid height was determined by GEOID03.
 CE0203
 CE0203.The dynamic height is computed by dividing the NAVD 88
 CE0203.geopotential number by the normal gravity value computed on the
 CE0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0203.degrees latitude (g = 980.6199 gals.).
 CE0203
 CE0203.The modeled gravity was interpolated from observed gravity values.
 CE0203
 CE0203;                    North         East    Units  Estimated Accuracy
 CE0203;SPC TX C     - 3,270,850.      107,490.      MT  (+/- 180 meters Scaled)
 CE0203
 CE0203                          SUPERSEDED SURVEY CONTROL
 CE0203
 CE0203  NAVD 88 (06/15/91) 1153.125  (m)         3783.21   (f) UNKNOWN     1 2
 CE0203
 CE0203.Superseded values are not recommended for survey control.
 CE0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0203.See file dsdata.txt to determine how the superseded data were derived.
 CE0203
 CE0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR484370(NAD 83)
 CE0203_MARKER: DD = SURVEY DISK
 CE0203_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CE0203_SP_SET: BRIDGE ABUTMENT
 CE0203_STAMPING: 3740.40
 CE0203_MARK LOGO: IBWC  
 CE0203_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0203+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0203
 CE0203  HISTORY     - Date     Condition        Report By
 CE0203  HISTORY     - UNK      MONUMENTED       IBWC
 CE0203  HISTORY     - 1952     GOOD             NGS
 CE0203  HISTORY     - 1981     GOOD             NGS
 CE0203  HISTORY     - 19940418 GOOD             NGS
 CE0203
 CE0203                          STATION DESCRIPTION
 CE0203
 CE0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0203'2.65 MI S FROM LA TUNA.
 CE0203'2.65 MILES SOUTH ALONG U.S. HIHGWAYS 80 AND 85 FROM THE ATCHISON,
 CE0203'TOPEKA AND SANTA FE RAILROAD STATION AT LA TUNA, 169 FEET WEST OF THE
 CE0203'CENTER LINE OF THE HIGHWAY, 87 FEET WEST OF THE WEST RAIL OF THE
 CE0203'ATCHISON, TOPEKA AND SANTA FE RAILROAD, SET IN THE TOP OF THE NORTH
 CE0203'END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE OVER THE RIO GRANDE
 CE0203'RIVER, 14.5 FEET NORTH OF THE EAST END OF THE CENTER LINE OF THE
 CE0203'BRIDGE.
 CE0203
 CE0203                          STATION RECOVERY (1981)
 CE0203
 CE0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0203'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0203'4.5 KM (2.8 MI) SOUTHERLY ALONG STATE HIGHWAY 20 FROM THE CITY HALL
 CE0203'IN ANTHONY, 0R 5.1 KM (3.2 MI) NORTHERLY ALONG STATE HIGHWAY 20 FROM
 CE0203'THE POST OFFICE IN CANUTILLO, IN TOP OF THE NORTH END OF THE EAST
 CE0203'ABUTMENT OF THE VENTON BRIDGE OVER THE RIO GRANDE RIVER, 51.5 METERS
 CE0203'(169.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 26.5 METERS
 CE0203'(87.0 FT) WEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA
 CE0203'FE RAILROAD, 4.4 METERS (14.5 FT) NORTH OF THE CENTERLINE OF A
 CE0203'PAVED ROAD LEADING WEST AND 0.6 METERS (2.0 FT) NORTH OF THE NORTH
 CE0203'EDGE OF THE BRIDGE CURB.
 CE0203
 CE0203                          STATION RECOVERY (1994)
 CE0203
 CE0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0203'5.1 KM (3.15 MI) NORTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0203'THE POST OFFICE IN CANUTILLO, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG
 CE0203'A PAVED ROAD, IN TOP OF AND 1.9 M (6.2 FT) SOUTH OF THE NORTH END OF
 CE0203'THE EAST CONCRETE ABUTMENT OF THE ROAD BRIDGE SPANNING THE RIO GRANDE
 CE0203'RIVER, 4.4 M (14.4 FT) NORTH OF THE ROAD CENTER, 0.4 M (1.3 FT)
 CE0203'SOUTHWEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 101, AND 0.1 M
 CE0203'(0.3 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1157 ***********************************************************************
 BY1157  DESIGNATION -  375.791
 BY1157  PID         -  BY1157
 BY1157  STATE/COUNTY-  TX/NACOGDOCHES
 BY1157  USGS QUAD   -  APPLEBY (1983)
 BY1157
 BY1157                         *CURRENT SURVEY CONTROL
 BY1157  ___________________________________________________________________
 BY1157* NAD 83(1986)-  31 39 56.     (N)    094 31 20.     (W)     SCALED    
 BY1157* NAVD 88     -       114.68   (+/-2cm)     376.2    (feet)  VERTCON   
 BY1157  ___________________________________________________________________
 BY1157  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BY1157
 BY1157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1157
 BY1157.The horizontal coordinates were scaled from a topographic map and have
 BY1157.an estimated accuracy of +/- 6 seconds.
 BY1157
 BY1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1157.The vertical order pertains to the NGVD 29 superseded value.
 BY1157
 BY1157.The geoid height was determined by GEOID03.
 BY1157
 BY1157;                    North         East    Units  Estimated Accuracy
 BY1157;SPC TX C     - 3,235,980.    1,250,820.      MT  (+/- 180 meters Scaled)
 BY1157
 BY1157                          SUPERSEDED SURVEY CONTROL
 BY1157
 BY1157  NGVD 29 (??/??/92)  114.700  (m)          376.31   (f) ADJ UNCH    2 0
 BY1157
 BY1157.Superseded values are not recommended for survey control.
 BY1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1157.See file dsdata.txt to determine how the superseded data were derived.
 BY1157
 BY1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR556043(NAD 83)
 BY1157_MARKER: N = NAIL
 BY1157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1157_SP_SET: TREE
 BY1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1157
 BY1157  HISTORY     - Date     Condition        Report By
 BY1157  HISTORY     - UNK      MONUMENTED       USGS
 BY1157  HISTORY     - 1948     GOOD             NGS
 BY1157
 BY1157                          STATION DESCRIPTION
 BY1157
 BY1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1157'6.45 MI E FROM SWIFT.
 BY1157'2.4 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY1157'SWIFT, THENCE 3.95 MILES NORTH ALONG A GRADED DIRT ROAD VIA SHADY
 BY1157'GROVE CHURCH, THENCE 0.1 MILE EAST ALONG A GRADED DIRT ROAD, 0.1 MILE
 BY1157'EAST OF JUNCTION OF EAST-WEST ROAD AND A ROAD LEADING SOUTH TO SHADY
 BY1157'GROVE CHURCH, AT THE JUNCTION OF EAST-WEST ROAD AND A ROAD LEADING
 BY1157'NORTH TO PISGAH CHURCH, 64.0 FEET NORTH OF THE CENTER LINE OF THE
 BY1157'EAST-WEST ROAD, 45.1 FEET SOUTH SOUTHWEST OF BENCH MARK T 891, 32.0
 BY1157'FEET WEST OF THE CENTER LINE OF ROAD LEADING NORTH, ABOUT 2.0 FEET
 BY1157'NORTH OF THE NORTH FACE OF THE TRUNK OF A 36-INCH GUM TREE (EAST SIDE
 BY1157'OF TREE HAS A BLAZE), A COPPER NAIL AND WASHER DRIVEN INTO A ROOT ON
 BY1157'THE NORTH SIDE OF THE TREE AND 0.3 FOOT ABOVE THE SURFACE OF THE
 BY1157'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0237 ***********************************************************************
 AY0237  DESIGNATION -  377
 AY0237  PID         -  AY0237
 AY0237  STATE/COUNTY-  TX/WILSON
 AY0237  USGS QUAD   -  DEWEES (1961)
 AY0237
 AY0237                         *CURRENT SURVEY CONTROL
 AY0237  ___________________________________________________________________
 AY0237* NAD 83(1986)-  29 07 11.     (N)    098 08 30.     (W)     SCALED    
 AY0237* NAVD 88     -       115.233  (meters)     378.06   (feet)  ADJUSTED  
 AY0237  ___________________________________________________________________
 AY0237  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AY0237  DYNAMIC HT  -         115.069 (meters)     377.52  (feet)  COMP
 AY0237  MODELED GRAV-     979,222.7   (mgal)                       NAVD 88
 AY0237
 AY0237  VERT ORDER  -  FIRST     CLASS II
 AY0237
 AY0237.The horizontal coordinates were scaled from a topographic map and have
 AY0237.an estimated accuracy of +/- 6 seconds.
 AY0237
 AY0237.The orthometric height was determined by differential leveling
 AY0237.and adjusted by the National Geodetic Survey in June 1991..
 AY0237
 AY0237.The geoid height was determined by GEOID03.
 AY0237
 AY0237.The dynamic height is computed by dividing the NAVD 88
 AY0237.geopotential number by the normal gravity value computed on the
 AY0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0237.degrees latitude (g = 980.6199 gals.).
 AY0237
 AY0237.The modeled gravity was interpolated from observed gravity values.
 AY0237
 AY0237;                    North         East    Units  Estimated Accuracy
 AY0237;SPC TXSC     - 4,142,870.      683,530.      MT  (+/- 180 meters Scaled)
 AY0237
 AY0237                          SUPERSEDED SURVEY CONTROL
 AY0237
 AY0237  NGVD 29 (??/??/92)  115.182  (m)          377.89   (f) ADJ UNCH    1 2
 AY0237
 AY0237.Superseded values are not recommended for survey control.
 AY0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0237.See file dsdata.txt to determine how the superseded data were derived.
 AY0237
 AY0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT835215(NAD 83)
 AY0237_MARKER: DB = BENCH MARK DISK
 AY0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0237+STABILITY: SURFACE MOTION
 AY0237
 AY0237  HISTORY     - Date     Condition        Report By
 AY0237  HISTORY     - UNK      MONUMENTED       CGS
 AY0237  HISTORY     - 1943     GOOD             NGS
 AY0237  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0237
 AY0237                          STATION DESCRIPTION
 AY0237
 AY0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0237'1.65 MI SE FROM FLORESVILLE.
 AY0237'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0237'STATION AT FLORESVILLE-- PROCEED 1.65 MILES SOUTHEASTERLY ALONG THE
 AY0237'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT MIDWAY BETWEEN
 AY0237'TWO TELEPHONE POLES, ABOUT 280.0 FEET NORTHWEST OF THE NORTHWEST END
 AY0237'OF RAILROAD TRESTLE NO.31.44, AND ABOUT 69.0 FEET SOUTHEAST OF THE
 AY0237'TENTH POLE (ABOUT 0.35 MILE) SOUTHEAST OF MILEPOST 31.  IT IS 37.3
 AY0237'FEET SOUTHWEST OF AND ABOUT 4.0 FEET BELOW THE CENTERLINE OF TRACK,
 AY0237'12.7 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTHEAST
 AY0237'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.  A
 AY0237'SQUARE HOLE IN THE TOP OF A STONE POST LETTERED USBM.
 AY0237
 AY0237                          STATION RECOVERY (1980)
 AY0237
 AY0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0237'SEARCHED FOR, NOT RECOVERED.  PROBABLY DESTROYED DURING RAILROAD GRADE
 AY0237'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0430 ***********************************************************************
 BM0430  DESIGNATION -  377 BASTROP USGS
 BM0430  PID         -  BM0430
 BM0430  STATE/COUNTY-  TX/BASTROP
 BM0430  USGS QUAD   -  BASTROP (1982)
 BM0430
 BM0430                         *CURRENT SURVEY CONTROL
 BM0430  ___________________________________________________________________
 BM0430* NAD 83(1986)-  30 06 33.     (N)    097 19 04.     (W)     SCALED    
 BM0430* NAVD 88     -       113.316  (meters)     371.77   (feet)  ADJUSTED  
 BM0430  ___________________________________________________________________
 BM0430  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BM0430  DYNAMIC HT  -         113.163 (meters)     371.27  (feet)  COMP
 BM0430  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 BM0430  OBS GRAVITY -     979,294.3   (mgal)                       GRAV_OBS
 BM0430
 BM0430  VERT ORDER  -  FIRST     CLASS I
 BM0430
 BM0430.The horizontal coordinates were scaled from a topographic map and have
 BM0430.an estimated accuracy of +/- 6 seconds.
 BM0430
 BM0430.The orthometric height was determined by differential leveling
 BM0430.and adjusted by the National Geodetic Survey in June 1991..
 BM0430.WARNING-Repeat measurements at this control monument indicate possible
 BM0430.vertical movement.
 BM0430
 BM0430.The geoid height was determined by GEOID03.
 BM0430
 BM0430.The dynamic height is computed by dividing the NAVD 88
 BM0430.geopotential number by the normal gravity value computed on the
 BM0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0430.degrees latitude (g = 980.6199 gals.).
 BM0430
 BM0430.The modeled gravity was interpolated from observed gravity values.
 BM0430.The observed gravity was obtained from relative gravimeter ties
 BM0430.to the IGSN71 gravity network.
 BM0430
 BM0430;                    North         East    Units  Estimated Accuracy
 BM0430;SPC TX C     - 3,052,990.      990,610.      MT  (+/- 180 meters Scaled)
 BM0430
 BM0430                          SUPERSEDED SURVEY CONTROL
 BM0430
 BM0430  NGVD 29 (??/??/92)  113.253  (m)          371.56   (f) ADJ UNCH    1 1
 BM0430
 BM0430.Superseded values are not recommended for survey control.
 BM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0430.See file dsdata.txt to determine how the superseded data were derived.
 BM0430
 BM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU620320(NAD 83)
 BM0430_MARKER: DD = SURVEY DISK
 BM0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0430_SP_SET: BUILDING
 BM0430_STAMPING: 371.666 SA 65
 BM0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0430+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 BM0430
 BM0430  HISTORY     - Date     Condition        Report By
 BM0430  HISTORY     - UNK      MONUMENTED       USGS
 BM0430  HISTORY     - 1973     GOOD             NGS
 BM0430  HISTORY     - 1978     GOOD             NGS
 BM0430  HISTORY     - 1991     GOOD             USPSQD
 BM0430  HISTORY     - 19951226 GOOD             USPSQD
 BM0430  HISTORY     - 19990522 GOOD             USPSQD
 BM0430  HISTORY     - 20020917 GOOD             USPSQD
 BM0430
 BM0430                          STATION DESCRIPTION
 BM0430
 BM0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0430'IN BASTROP.
 BM0430'AT THE BASTROP COUNTY COURTHOUSE ABOUT 12.0 FEET WEST OF THE CENTER
 BM0430'LINE OF THE NORTH ENTRANCE, 107.0 FEET SOUTH OF THE CENTER LINE OF
 BM0430'PINE ST, THE MARK WAS SET VERTICALLY IN THE NORTH FACE OF THE BUILDING
 BM0430'AND ABOUT 3 1/2 FEET ABOVE GROUND.
 BM0430
 BM0430                          STATION RECOVERY (1978)
 BM0430
 BM0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0430'RECOVERED IN GOOD CONDITION.
 BM0430
 BM0430                          STATION RECOVERY (1991)
 BM0430
 BM0430'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0430'RECOVERED IN GOOD CONDITION.
 BM0430
 BM0430                          STATION RECOVERY (1995)
 BM0430
 BM0430'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0430'RECOVERED IN GOOD CONDITION.
 BM0430
 BM0430                          STATION RECOVERY (1999)
 BM0430
 BM0430'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0430'RECOVERED IN GOOD CONDITION.
 BM0430
 BM0430                          STATION RECOVERY (2002)
 BM0430
 BM0430'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BM0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0205 ***********************************************************************
 CE0205  DESIGNATION -  3774
 CE0205  PID         -  CE0205
 CE0205  STATE/COUNTY-  TX/EL PASO
 CE0205  USGS QUAD   -  CANUTILLO (1995)
 CE0205
 CE0205                         *CURRENT SURVEY CONTROL
 CE0205  ___________________________________________________________________
 CE0205* NAD 83(1986)-  31 56 57.     (N)    106 36 06.     (W)     SCALED    
 CE0205* NAVD 88     -      1154.703  (meters)    3788.39   (feet)  ADJUSTED  
 CE0205  ___________________________________________________________________
 CE0205  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0205  DYNAMIC HT  -        1152.987 (meters)    3782.76  (feet)  COMP
 CE0205  MODELED GRAV-     979,114.0   (mgal)                       NAVD 88
 CE0205
 CE0205  VERT ORDER  -  FIRST     CLASS II
 CE0205
 CE0205.The horizontal coordinates were scaled from a topographic map and have
 CE0205.an estimated accuracy of +/- 6 seconds.
 CE0205
 CE0205.The orthometric height was determined by differential leveling
 CE0205.and adjusted by the National Geodetic Survey in June 1991..
 CE0205
 CE0205.The geoid height was determined by GEOID03.
 CE0205
 CE0205.The dynamic height is computed by dividing the NAVD 88
 CE0205.geopotential number by the normal gravity value computed on the
 CE0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0205.degrees latitude (g = 980.6199 gals.).
 CE0205
 CE0205.The modeled gravity was interpolated from observed gravity values.
 CE0205
 CE0205;                    North         East    Units  Estimated Accuracy
 CE0205;SPC TX C     - 3,269,730.      107,660.      MT  (+/- 180 meters Scaled)
 CE0205
 CE0205                          SUPERSEDED SURVEY CONTROL
 CE0205
 CE0205  NGVD 29 (??/??/92) 1154.190  (m)         3786.70   (f) ADJ UNCH    1 2
 CE0205
 CE0205.Superseded values are not recommended for survey control.
 CE0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0205.See file dsdata.txt to determine how the superseded data were derived.
 CE0205
 CE0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR486359(NAD 83)
 CE0205_MARKER: DD = SURVEY DISK
 CE0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0205_STAMPING: 3749 3774 3786.810 3787
 CE0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0205+STABILITY: SURFACE MOTION
 CE0205
 CE0205  HISTORY     - Date     Condition        Report By
 CE0205  HISTORY     - UNK      MONUMENTED       USGS
 CE0205  HISTORY     - 1952     GOOD             NGS
 CE0205  HISTORY     - 1954     GOOD             NGS
 CE0205  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0205  HISTORY     - 19920504 MARK NOT FOUND   USGS
 CE0205
 CE0205                          STATION DESCRIPTION
 CE0205
 CE0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0205'3.35 MI S FROM LA TUNA.
 CE0205'3.35 MILES SOUTH ALONG U.S. HIGHWAYS 80 AND 85 FROM THE ATCHISON,
 CE0205'TOPEKA AND SANTA FE RAILROAD STATION AT LA TUNA, AT VINTON, 5 POLES
 CE0205'NORTH OF MILEPOST 1140,  88 FEET WEST OF THE CENTER LINE OF THE
 CE0205'HIGHWAY, 40 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE
 CE0205'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 78 FEET SOUTH OF THE CENTER
 CE0205'LINE OF A CINDER ROAD LEADING WEST, 10.5 FEET NORTH OF A TELEPHONE
 CE0205'POLE, 1 FOOT SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON
 CE0205'PIPE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CE0205
 CE0205                          STATION RECOVERY (1954)
 CE0205
 CE0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0205'RECOVERED IN GOOD CONDITION.
 CE0205
 CE0205                          STATION RECOVERY (1981)
 CE0205
 CE0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0205'MARK NOT FOUND.
 CE0205
 CE0205                          STATION RECOVERY (1992)
 CE0205
 CE0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0153 ***********************************************************************
 CR0153  DESIGNATION -  377.6
 CR0153  PID         -  CR0153
 CR0153  STATE/COUNTY-  TX/RUSK
 CR0153  USGS QUAD   -  MINDEN (1983)
 CR0153
 CR0153                         *CURRENT SURVEY CONTROL
 CR0153  ___________________________________________________________________
 CR0153* NAD 83(1986)-  32 02 53.     (N)    094 44 02.     (W)     SCALED    
 CR0153* NAVD 88     -       115.176  (meters)     377.87   (feet)  ADJUSTED  
 CR0153  ___________________________________________________________________
 CR0153  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CR0153  DYNAMIC HT  -         115.038 (meters)     377.42  (feet)  COMP
 CR0153  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 CR0153
 CR0153  VERT ORDER  -  SECOND    CLASS 0
 CR0153
 CR0153.The horizontal coordinates were scaled from a topographic map and have
 CR0153.an estimated accuracy of +/- 6 seconds.
 CR0153
 CR0153.The orthometric height was determined by differential leveling
 CR0153.and adjusted by the National Geodetic Survey in June 1991..
 CR0153
 CR0153.The geoid height was determined by GEOID03.
 CR0153
 CR0153.The dynamic height is computed by dividing the NAVD 88
 CR0153.geopotential number by the normal gravity value computed on the
 CR0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0153.degrees latitude (g = 980.6199 gals.).
 CR0153
 CR0153.The modeled gravity was interpolated from observed gravity values.
 CR0153
 CR0153;                    North         East    Units  Estimated Accuracy
 CR0153;SPC TXNC     - 2,048,670.      955,620.      MT  (+/- 180 meters Scaled)
 CR0153
 CR0153                          SUPERSEDED SURVEY CONTROL
 CR0153
 CR0153  NGVD 29 (??/??/92)  115.182  (m)          377.89   (f) ADJ UNCH    2 0
 CR0153
 CR0153.Superseded values are not recommended for survey control.
 CR0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0153.See file dsdata.txt to determine how the superseded data were derived.
 CR0153
 CR0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR362470(NAD 83)
 CR0153_MARKER: Q = CHISELED SQUARE
 CR0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0153_SP_SET: PIER
 CR0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0153
 CR0153  HISTORY     - Date     Condition        Report By
 CR0153  HISTORY     - UNK      MONUMENTED       USGS
 CR0153  HISTORY     - 1943     GOOD             NGS
 CR0153
 CR0153                          STATION DESCRIPTION
 CR0153
 CR0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CR0153'2.9 MI NW FROM MINDEN.
 CR0153'2.9 MILES NORTHWEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT
 CR0153'MINDEN, RUSK COUNTY, 100 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD
 CR0153'LEADING WEST PAST AN OLD COTTON GIN, 15 FEET WEST OF THE CENTERLINE OF
 CR0153'THE HIGHWAY, AT A BRIDGE WITH A DOUBLE GUARDRAIL, AND ON THE TOP OF
 CR0153'THE NORTHWEST CORNER OF THE CONCRETE PIER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0634 ***********************************************************************
 DN0634  DESIGNATION -  378 A
 DN0634  PID         -  DN0634
 DN0634  STATE/COUNTY-  TX/DENTON
 DN0634  USGS QUAD   -  PONDER (1968)
 DN0634
 DN0634                         *CURRENT SURVEY CONTROL
 DN0634  ___________________________________________________________________
 DN0634* NAD 83(1986)-  33 12 01.     (N)    097 16 32.     (W)     SCALED    
 DN0634* NAVD 88     -       214.323  (meters)     703.16   (feet)  ADJUSTED  
 DN0634  ___________________________________________________________________
 DN0634  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DN0634  DYNAMIC HT  -         214.079 (meters)     702.36  (feet)  COMP
 DN0634  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 DN0634
 DN0634  VERT ORDER  -  SECOND    CLASS 0
 DN0634
 DN0634.The horizontal coordinates were scaled from a topographic map and have
 DN0634.an estimated accuracy of +/- 6 seconds.
 DN0634
 DN0634.The orthometric height was determined by differential leveling
 DN0634.and adjusted by the National Geodetic Survey in June 1991..
 DN0634
 DN0634.The geoid height was determined by GEOID03.
 DN0634
 DN0634.The dynamic height is computed by dividing the NAVD 88
 DN0634.geopotential number by the normal gravity value computed on the
 DN0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0634.degrees latitude (g = 980.6199 gals.).
 DN0634
 DN0634.The modeled gravity was interpolated from observed gravity values.
 DN0634
 DN0634;                    North         East    Units  Estimated Accuracy
 DN0634;SPC TXNC     - 2,170,730.      714,150.      MT  (+/- 180 meters Scaled)
 DN0634
 DN0634                          SUPERSEDED SURVEY CONTROL
 DN0634
 DN0634  NGVD 29 (??/??/92)  214.290  (m)          703.05   (f) ADJ UNCH    2 0
 DN0634
 DN0634.Superseded values are not recommended for survey control.
 DN0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0634.See file dsdata.txt to determine how the superseded data were derived.
 DN0634
 DN0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB607748(NAD 83)
 DN0634_MARKER: Z = SEE DESCRIPTION
 DN0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0634_SP_SET: BRIDGE
 DN0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0634
 DN0634  HISTORY     - Date     Condition        Report By
 DN0634  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0634  HISTORY     - 1934     GOOD             NGS
 DN0634  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0634  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0634  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0634
 DN0634                          STATION DESCRIPTION
 DN0634
 DN0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0634'1.5 MI N FROM PONDER.
 DN0634'1.5 MILE NORTH OF PONDER IN THE SOUTH EAST CORNER OF THE EAST HEADWALL
 DN0634'OF THE CONCRETE GULF, COLORADO, AND SANTA FE RAILWAY BRIDGE 378-A.
 DN0634
 DN0634                          STATION RECOVERY (1995)
 DN0634
 DN0634'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0634'MARK NOT FOUND.
 DN0634
 DN0634                          STATION RECOVERY (1998)
 DN0634
 DN0634'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0634'MARK NOT FOUND.
 DN0634
 DN0634                          STATION RECOVERY (2005)
 DN0634
 DN0634'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1392 ***********************************************************************
 AX1392  DESIGNATION -  378 SA
 AX1392  PID         -  AX1392
 AX1392  STATE/COUNTY-  TX/GONZALES
 AX1392  USGS QUAD   -  WAELDER (1981)
 AX1392
 AX1392                         *CURRENT SURVEY CONTROL
 AX1392  ___________________________________________________________________
 AX1392* NAD 83(1986)-  29 41 33.     (N)    097 17 51.     (W)     SCALED    
 AX1392* NAVD 88     -       112.96   (+/-2cm)     370.6    (feet)  VERTCON   
 AX1392  ___________________________________________________________________
 AX1392  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AX1392
 AX1392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1392
 AX1392.The horizontal coordinates were scaled from a topographic map and have
 AX1392.an estimated accuracy of +/- 6 seconds.
 AX1392
 AX1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1392.The vertical order pertains to the NGVD 29 superseded value.
 AX1392
 AX1392.The geoid height was determined by GEOID03.
 AX1392
 AX1392;                    North         East    Units  Estimated Accuracy
 AX1392;SPC TXSC     - 4,207,250.      764,750.      MT  (+/- 180 meters Scaled)
 AX1392
 AX1392                          SUPERSEDED SURVEY CONTROL
 AX1392
 AX1392  NGVD 29 (??/??/92)  112.92   (m)          370.5    (f) COMPUTED    2 0
 AX1392
 AX1392.Superseded values are not recommended for survey control.
 AX1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1392.See file dsdata.txt to determine how the superseded data were derived.
 AX1392
 AX1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT647859(NAD 83)
 AX1392_MARKER: P = PIPE CAP
 AX1392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1392_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1392_STAMPING: SA 378
 AX1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1392
 AX1392  HISTORY     - Date     Condition        Report By
 AX1392  HISTORY     - UNK      MONUMENTED       USGS
 AX1392  HISTORY     - 1943     GOOD             NGS
 AX1392  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1392  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1392  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX1392
 AX1392                          STATION DESCRIPTION
 AX1392
 AX1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1392'IN WAELDER.
 AX1392'AT WAELDER, GONZALES COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 150
 AX1392'FEET EAST OF THE STATION, 72 FEET EAST OF THE CENTER OF A STREET
 AX1392'CROSSING, 27 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 3 FEET
 AX1392'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 AX1392'THE MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 AX1392'STAMPED SA 378 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE FLUSH
 AX1392'WITH THE GROUND.
 AX1392
 AX1392                          STATION RECOVERY (1964)
 AX1392
 AX1392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1392'MARK NOT FOUND.
 AX1392
 AX1392                          STATION RECOVERY (1988)
 AX1392
 AX1392'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1392'MARK NOT FOUND.
 AX1392
 AX1392                          STATION RECOVERY (2005)
 AX1392
 AX1392'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2300 ***********************************************************************
 BY2300  DESIGNATION -  379
 BY2300  PID         -  BY2300
 BY2300  STATE/COUNTY-  TX/ANDERSON
 BY2300  USGS QUAD   -  YARD (1982)
 BY2300
 BY2300                         *CURRENT SURVEY CONTROL
 BY2300  ___________________________________________________________________
 BY2300* NAD 83(1986)-  31 49 22.     (N)    095 58 22.     (W)     SCALED    
 BY2300* NAVD 88     -        73.175  (meters)     240.07   (feet)  ADJUSTED  
 BY2300  ___________________________________________________________________
 BY2300  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BY2300  DYNAMIC HT  -          73.088 (meters)     239.79  (feet)  COMP
 BY2300  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 BY2300
 BY2300  VERT ORDER  -  SECOND    CLASS 0
 BY2300
 BY2300.The horizontal coordinates were scaled from a topographic map and have
 BY2300.an estimated accuracy of +/- 6 seconds.
 BY2300
 BY2300.The orthometric height was determined by differential leveling
 BY2300.and adjusted by the National Geodetic Survey in June 1991..
 BY2300
 BY2300.The geoid height was determined by GEOID03.
 BY2300
 BY2300.The dynamic height is computed by dividing the NAVD 88
 BY2300.geopotential number by the normal gravity value computed on the
 BY2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2300.degrees latitude (g = 980.6199 gals.).
 BY2300
 BY2300.The modeled gravity was interpolated from observed gravity values.
 BY2300
 BY2300;                    North         East    Units  Estimated Accuracy
 BY2300;SPC TX C     - 3,247,120.    1,112,720.      MT  (+/- 180 meters Scaled)
 BY2300
 BY2300                          SUPERSEDED SURVEY CONTROL
 BY2300
 BY2300  NGVD 29 (??/??/92)   73.166  (m)          240.05   (f) ADJ UNCH    2 0
 BY2300
 BY2300.Superseded values are not recommended for survey control.
 BY2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2300.See file dsdata.txt to determine how the superseded data were derived.
 BY2300
 BY2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR186246(NAD 83)
 BY2300_MARKER: DD = SURVEY DISK
 BY2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2300_STAMPING: 379
 BY2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2300+STABILITY: SURFACE MOTION
 BY2300
 BY2300  HISTORY     - Date     Condition        Report By
 BY2300  HISTORY     - UNK      MONUMENTED       DOD
 BY2300  HISTORY     - 1947     GOOD             NGS
 BY2300
 BY2300                          STATION DESCRIPTION
 BY2300
 BY2300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2300'11.2 MI SW FROM BETHEL.
 BY2300'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2300'THENCE 3.7 MILES SOUTH ALONG A COUNTY ROAD, THENCE 5.2 MILES SOUTHWEST
 BY2300'ALONG A COUNTY ROAD TO EDDIE ALEXANDERS HOUSE, THENCE 2.0 MILES SOUTH
 BY2300'ALONG A TRACK ROAD TO COOKS FERRY WHICH IS NOW ABANDONED AND THE SITE
 BY2300'OF THE MARK, ABOUT 1000 FEET NORTH OF THE OLD FERRY LANDING, ABOUT 650
 BY2300'FEET NORTHWEST OF AN ABANDONED HOUSE, 37 FEET SOUTH OF THE BANK OF A
 BY2300'SLOUGH.  A CAP ON THE TOP OF AN IRON PIPE WHICH IS SET IN A CONCRETE
 BY2300'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0165 ***********************************************************************
 DM0165  DESIGNATION -  379
 DM0165  PID         -  DM0165
 DM0165  STATE/COUNTY-  TX/BOWIE
 DM0165  USGS QUAD   -  LEARY (1975)
 DM0165
 DM0165                         *CURRENT SURVEY CONTROL
 DM0165  ___________________________________________________________________
 DM0165* NAD 83(1986)-  33 27 34.     (N)    094 12 24.     (W)     SCALED    
 DM0165* NAVD 88     -       115.531  (meters)     379.04   (feet)  ADJUSTED  
 DM0165  ___________________________________________________________________
 DM0165  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM0165  DYNAMIC HT  -         115.409 (meters)     378.64  (feet)  COMP
 DM0165  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 DM0165
 DM0165  VERT ORDER  -  SECOND    CLASS 0
 DM0165
 DM0165.The horizontal coordinates were scaled from a topographic map and have
 DM0165.an estimated accuracy of +/- 6 seconds.
 DM0165
 DM0165.The orthometric height was determined by differential leveling
 DM0165.and adjusted by the National Geodetic Survey in June 1991..
 DM0165
 DM0165.The geoid height was determined by GEOID03.
 DM0165
 DM0165.The dynamic height is computed by dividing the NAVD 88
 DM0165.geopotential number by the normal gravity value computed on the
 DM0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0165.degrees latitude (g = 980.6199 gals.).
 DM0165
 DM0165.The modeled gravity was interpolated from observed gravity values.
 DM0165
 DM0165;                    North         East    Units  Estimated Accuracy
 DM0165;SPC TXNC     - 2,206,960.      998,980.      MT  (+/- 180 meters Scaled)
 DM0165
 DM0165                          SUPERSEDED SURVEY CONTROL
 DM0165
 DM0165  NGVD 29 (??/??/92)  115.55   (m)          379.1    (f) COMPUTED    2 0
 DM0165
 DM0165.Superseded values are not recommended for survey control.
 DM0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0165.See file dsdata.txt to determine how the superseded data were derived.
 DM0165
 DM0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT878028(NAD 83)
 DM0165_MARKER: DD = SURVEY DISK
 DM0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0165_STAMPING: 379 ADJ 03 1905
 DM0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0165
 DM0165  HISTORY     - Date     Condition        Report By
 DM0165  HISTORY     - 1905     MONUMENTED       USGS
 DM0165  HISTORY     - 1934     GOOD             NGS
 DM0165  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0165
 DM0165                          STATION DESCRIPTION
 DM0165
 DM0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0165'IN LEARY.
 DM0165'AT LEARY AND ALONG THE T P R R 113 FEET E OF E END OF STATION.  44
 DM0165'FEET E OF CENTER OF FIRST ROAD CROSSING E OF STATION.  30 FEET N OF
 DM0165'CENTER OF TRACK.
 DM0165
 DM0165                          STATION RECOVERY (1997)
 DM0165
 DM0165'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0585 ***********************************************************************
 CS0585  DESIGNATION -  379.2
 CS0585  PID         -  CS0585
 CS0585  STATE/COUNTY-  TX/HENDERSON
 CS0585  USGS QUAD   -  MALAKOFF (1981)
 CS0585
 CS0585                         *CURRENT SURVEY CONTROL
 CS0585  ___________________________________________________________________
 CS0585* NAD 83(1986)-  32 07 58.     (N)    096 00 28.     (W)     SCALED    
 CS0585* NAVD 88     -       115.650  (meters)     379.43   (feet)  ADJUSTED  
 CS0585  ___________________________________________________________________
 CS0585  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0585  DYNAMIC HT  -         115.516 (meters)     378.99  (feet)  COMP
 CS0585  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 CS0585
 CS0585  VERT ORDER  -  SECOND    CLASS 0
 CS0585
 CS0585.The horizontal coordinates were scaled from a topographic map and have
 CS0585.an estimated accuracy of +/- 6 seconds.
 CS0585
 CS0585.The orthometric height was determined by differential leveling
 CS0585.and adjusted by the National Geodetic Survey in June 1991..
 CS0585
 CS0585.The geoid height was determined by GEOID03.
 CS0585
 CS0585.The dynamic height is computed by dividing the NAVD 88
 CS0585.geopotential number by the normal gravity value computed on the
 CS0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0585.degrees latitude (g = 980.6199 gals.).
 CS0585
 CS0585.The modeled gravity was interpolated from observed gravity values.
 CS0585
 CS0585;                    North         East    Units  Estimated Accuracy
 CS0585;SPC TXNC     - 2,054,480.      835,140.      MT  (+/- 180 meters Scaled)
 CS0585
 CS0585                          SUPERSEDED SURVEY CONTROL
 CS0585
 CS0585  NGVD 29 (??/??/92)  115.653  (m)          379.44   (f) ADJ UNCH    2 0
 CS0585
 CS0585.Superseded values are not recommended for survey control.
 CS0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0585.See file dsdata.txt to determine how the superseded data were derived.
 CS0585
 CS0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA822590(NAD 83)
 CS0585_MARKER: Z = SEE DESCRIPTION
 CS0585_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CS0585_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CS0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0585
 CS0585  HISTORY     - Date     Condition        Report By
 CS0585  HISTORY     - UNK      MONUMENTED       USGS
 CS0585  HISTORY     - 1947     GOOD             NGS
 CS0585  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS0585
 CS0585                          STATION DESCRIPTION
 CS0585
 CS0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0585'2.7 MI S FROM MALAKOFF.
 CS0585'2.7 MILES SOUTH ALONG FARM HIGHWAY 90 FROM THE POST OFFICE AT
 CS0585'MALAKOFF, 36 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST
 CS0585'OF THE NORTHEAST CORNER OF AN OLD UNPAINTED HOUSE, 7 FEET EAST OF A
 CS0585'FENCE, 4 FEET EAST OF A TELEPHONE POLE PAINTED USTBM 379.2.  THE TOP
 CS0585'OF A 3/4 INCH IRON PIPE WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0585
 CS0585                          STATION RECOVERY (1995)
 CS0585
 CS0585'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0210 ***********************************************************************
 DQ0210  DESIGNATION -  38
 DQ0210  PID         -  DQ0210
 DQ0210  STATE/COUNTY-  TX/COCHRAN
 DQ0210  USGS QUAD   -  WHITEFACE (1965)
 DQ0210
 DQ0210                         *CURRENT SURVEY CONTROL
 DQ0210  ___________________________________________________________________
 DQ0210* NAD 83(1986)-  33 35 45.     (N)    102 35 33.     (W)     SCALED    
 DQ0210* NAVD 88     -      1114.818  (meters)    3657.53   (feet)  ADJUSTED  
 DQ0210  ___________________________________________________________________
 DQ0210  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 DQ0210  DYNAMIC HT  -        1113.354 (meters)    3652.73  (feet)  COMP
 DQ0210  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 DQ0210
 DQ0210  VERT ORDER  -  SECOND    CLASS 0
 DQ0210
 DQ0210.The horizontal coordinates were scaled from a topographic map and have
 DQ0210.an estimated accuracy of +/- 6 seconds.
 DQ0210
 DQ0210.The orthometric height was determined by differential leveling
 DQ0210.and adjusted by the National Geodetic Survey in June 1991..
 DQ0210
 DQ0210.The geoid height was determined by GEOID03.
 DQ0210
 DQ0210.The dynamic height is computed by dividing the NAVD 88
 DQ0210.geopotential number by the normal gravity value computed on the
 DQ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0210.degrees latitude (g = 980.6199 gals.).
 DQ0210
 DQ0210.The modeled gravity was interpolated from observed gravity values.
 DQ0210
 DQ0210;                    North         East    Units  Estimated Accuracy
 DQ0210;SPC TXNC     - 2,221,330.      220,260.      MT  (+/- 180 meters Scaled)
 DQ0210
 DQ0210                          SUPERSEDED SURVEY CONTROL
 DQ0210
 DQ0210  NGVD 29 (??/??/92) 1114.408  (m)         3656.19   (f) ADJ UNCH    2 0
 DQ0210
 DQ0210.Superseded values are not recommended for survey control.
 DQ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0210.See file dsdata.txt to determine how the superseded data were derived.
 DQ0210
 DQ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT234199(NAD 83)
 DQ0210_MARKER: B = BOLT
 DQ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0210+STABILITY: SURFACE MOTION
 DQ0210
 DQ0210  HISTORY     - Date     Condition        Report By
 DQ0210  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0210  HISTORY     - 1934     GOOD             NGS
 DQ0210
 DQ0210                          STATION DESCRIPTION
 DQ0210
 DQ0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0210'12.2 MI W FROM LEVELLAND.
 DQ0210'IN COCHRAN COUNTY, 12.2 MILES WEST ALONG THE PANHANDLE AND SANTA FE
 DQ0210'RAILWAY FROM THE STATION AT LEVELLAND, HOCKLEY COUNTY, 105 FEET
 DQ0210'NORTHWEST OF MILEPOST 38, 39 FEET NORTH OF THE CENTERLINE OF THE
 DQ0210'TRACK, AND 12 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A TRACK
 DQ0210'BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0948 ***********************************************************************
 EN0948  DESIGNATION -  38 RDS
 EN0948  PID         -  EN0948
 EN0948  STATE/COUNTY-  TX/BRISCOE
 EN0948  USGS QUAD   -  HUGHES CANYON (1985)
 EN0948
 EN0948                         *CURRENT SURVEY CONTROL
 EN0948  ___________________________________________________________________
 EN0948* NAD 83(1993)-  34 36 01.91081(N)    100 58 23.57541(W)     ADJUSTED  
 EN0948* NAVD 88     -       671.75   (+/-2cm)    2203.9    (feet)  VERTCON   
 EN0948  ___________________________________________________________________
 EN0948  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 EN0948  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EN0948
 EN0948  HORZ ORDER  -  THIRD
 EN0948  VERT ORDER  -  THIRD ? (See Below)
 EN0948
 EN0948.The horizontal coordinates were established by classical geodetic methods
 EN0948.and adjusted by the National Geodetic Survey in February 1996..
 EN0948
 EN0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0948.The vertical order pertains to the NGVD 29 superseded value.
 EN0948
 EN0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0948
 EN0948.The geoid height was determined by GEOID03.
 EN0948
 EN0948;                    North         East     Units Scale Factor Converg.
 EN0948;SPC TX N     - 1,066,751.233   248,322.082   MT  1.00001183   +0 18 19.0
 EN0948;SPC TX N     - 3,499,833.00    814,703.36   sFT  1.00001183   +0 18 19.0
 EN0948;UTM  14      - 3,830,514.604   319,057.345   MT  1.00000356   -1 07 14.9
 EN0948
 EN0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0948!SPC TX N     -   0.99989891  x   1.00001183  =   0.99991074
 EN0948!UTM  14      -   0.99989891  x   1.00000356  =   0.99990247
 EN0948
 EN0948                          SUPERSEDED SURVEY CONTROL
 EN0948
 EN0948  NAD 83(1993)-  34 36 01.91254(N)    100 58 23.57277(W) AD(       ) 3
 EN0948  NAD 83(1986)-  34 36 01.91806(N)    100 58 23.56663(W) AD(       ) 3
 EN0948  NGVD 29 (01/19/93)  671.41   (m)         2202.8    (f) LEVELING    3  
 EN0948
 EN0948.Superseded values are not recommended for survey control.
 EN0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0948.See file dsdata.txt to determine how the superseded data were derived.
 EN0948
 EN0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD1905730515(NAD 83)
 EN0948_MARKER: DD = SURVEY DISK
 EN0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0948+STABILITY: SURFACE MOTION
 EN0948
 EN0948  HISTORY     - Date     Condition        Report By
 EN0948  HISTORY     - 1954     MONUMENTED       USGS
 EN0948
 EN0948                          STATION DESCRIPTION
 EN0948
 EN0948'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0948'STATION IS LOCATED ABOUT 15.0 MI. NW. OF TURKEY, TEXAS, 20.0 MI.
 EN0948'AIRLINE NE. OF SILVERTON, TEXAS, AND 2.0 MI. S. OF THE RED RIVER,
 EN0948'213 FT. NW. OF T-RD. E. AND 24 FT. W. OF N-S. RD.
 EN0948'
 EN0948'STATION MARK--STANDARD TABLET STAMPED---38 RDS 1954 2203---, SET
 EN0948'IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FT. ABOVE GROUND.
 EN0948'
 EN0948'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0268 ***********************************************************************
 DO0268  DESIGNATION -  38 WA
 DO0268  PID         -  DO0268
 DO0268  STATE/COUNTY-  TX/ARCHER
 DO0268  USGS QUAD   -  MEGARGEL (1963)
 DO0268
 DO0268                         *CURRENT SURVEY CONTROL
 DO0268  ___________________________________________________________________
 DO0268* NAD 83(1986)-  33 27 01.     (N)    098 55 22.     (W)     SCALED    
 DO0268* NAVD 88     -       392.331  (meters)    1287.17   (feet)  ADJUSTED  
 DO0268  ___________________________________________________________________
 DO0268  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DO0268  DYNAMIC HT  -         391.875 (meters)    1285.68  (feet)  COMP
 DO0268  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 DO0268
 DO0268  VERT ORDER  -  SECOND    CLASS 0
 DO0268
 DO0268.The horizontal coordinates were scaled from a topographic map and have
 DO0268.an estimated accuracy of +/- 6 seconds.
 DO0268
 DO0268.The orthometric height was determined by differential leveling
 DO0268.and adjusted by the National Geodetic Survey in June 1991..
 DO0268
 DO0268.The geoid height was determined by GEOID03.
 DO0268
 DO0268.The dynamic height is computed by dividing the NAVD 88
 DO0268.geopotential number by the normal gravity value computed on the
 DO0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0268.degrees latitude (g = 980.6199 gals.).
 DO0268
 DO0268.The modeled gravity was interpolated from observed gravity values.
 DO0268
 DO0268;                    North         East    Units  Estimated Accuracy
 DO0268;SPC TXNC     - 2,197,870.      560,700.      MT  (+/- 180 meters Scaled)
 DO0268
 DO0268                          SUPERSEDED SURVEY CONTROL
 DO0268
 DO0268  NGVD 29 (??/??/92)  392.214  (m)         1286.79   (f) ADJ UNCH    2 0
 DO0268
 DO0268.Superseded values are not recommended for survey control.
 DO0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0268.See file dsdata.txt to determine how the superseded data were derived.
 DO0268
 DO0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC071012(NAD 83)
 DO0268_MARKER: DD = SURVEY DISK
 DO0268_SETTING: 0 = UNSPECIFIED SETTING
 DO0268_STAMPING: TEX 38 WA 1926
 DO0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0268
 DO0268  HISTORY     - Date     Condition        Report By
 DO0268  HISTORY     - 1926     MONUMENTED       USGS
 DO0268  HISTORY     - 1933     GOOD             NGS
 DO0268  HISTORY     - 1957     GOOD             NGS
 DO0268  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0268  HISTORY     - 20050416 GOOD             USPSQD
 DO0268
 DO0268                          STATION DESCRIPTION
 DO0268
 DO0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DO0268'IN MEGARGEL.
 DO0268'45 FEET NORTH OF CENTER OF HIGHWAY NO 24.  NOTE-- ONLY DESC. AVAIL.
 DO0268
 DO0268                          STATION RECOVERY (1957)
 DO0268
 DO0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0268'RECOVERED IN GOOD CONDITION.
 DO0268
 DO0268                          STATION RECOVERY (2001)
 DO0268
 DO0268'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0268'MARK NOT FOUND.
 DO0268
 DO0268                          STATION RECOVERY (2005)
 DO0268
 DO0268'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0049 ***********************************************************************
 AJ0049  DESIGNATION -  380
 AJ0049  PID         -  AJ0049
 AJ0049  STATE/COUNTY-  TX/DUVAL
 AJ0049  USGS QUAD   -  BENAVIDES (1968)
 AJ0049
 AJ0049                         *CURRENT SURVEY CONTROL
 AJ0049  ___________________________________________________________________
 AJ0049* NAD 83(1986)-  27 37 30.     (N)    098 22 57.     (W)     SCALED    
 AJ0049* NAVD 88     -       115.303  (meters)     378.29   (feet)  ADJUSTED  
 AJ0049  ___________________________________________________________________
 AJ0049  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AJ0049  DYNAMIC HT  -         115.122 (meters)     377.70  (feet)  COMP
 AJ0049  MODELED GRAV-     979,077.3   (mgal)                       NAVD 88
 AJ0049
 AJ0049  VERT ORDER  -  FIRST     CLASS II
 AJ0049
 AJ0049.The horizontal coordinates were scaled from a topographic map and have
 AJ0049.an estimated accuracy of +/- 6 seconds.
 AJ0049
 AJ0049.The orthometric height was determined by differential leveling
 AJ0049.and adjusted by the National Geodetic Survey in June 1991..
 AJ0049
 AJ0049.The geoid height was determined by GEOID03.
 AJ0049
 AJ0049.The dynamic height is computed by dividing the NAVD 88
 AJ0049.geopotential number by the normal gravity value computed on the
 AJ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0049.degrees latitude (g = 980.6199 gals.).
 AJ0049
 AJ0049.The modeled gravity was interpolated from observed gravity values.
 AJ0049
 AJ0049;                    North         East    Units  Estimated Accuracy
 AJ0049;SPC TX S     - 5,216,980.      311,600.      MT  (+/- 180 meters Scaled)
 AJ0049
 AJ0049                          SUPERSEDED SURVEY CONTROL
 AJ0049
 AJ0049  NGVD 29 (??/??/92)  115.370  (m)          378.51   (f) ADJ UNCH    1 2
 AJ0049
 AJ0049.Superseded values are not recommended for survey control.
 AJ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0049.See file dsdata.txt to determine how the superseded data were derived.
 AJ0049
 AJ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR609558(NAD 83)
 AJ0049_MARKER: P = PIPE CAP
 AJ0049_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ0049_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AJ0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0049
 AJ0049  HISTORY     - Date     Condition        Report By
 AJ0049  HISTORY     - UNK      MONUMENTED       USGS
 AJ0049  HISTORY     - 1933     GOOD             NGS
 AJ0049  HISTORY     - 1934     GOOD             NGS
 AJ0049
 AJ0049                          STATION DESCRIPTION
 AJ0049
 AJ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0049'3.2 MI E FROM BENAVIDES.
 AJ0049'ON THE TEXAS-MEXICAN RR. 0.3 MILE E OF MILE POST 94.  70 FT. NE OF
 AJ0049'CENTER OF RAILROAD CROSSING IN LINE OF TELEPHONE POLES.
 AJ0049
 AJ0049                          STATION RECOVERY (1934)
 AJ0049
 AJ0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0577 ***********************************************************************
 CS0577  DESIGNATION -  380.4
 CS0577  PID         -  CS0577
 CS0577  STATE/COUNTY-  TX/HENDERSON
 CS0577  USGS QUAD   -  MALAKOFF (1981)
 CS0577
 CS0577                         *CURRENT SURVEY CONTROL
 CS0577  ___________________________________________________________________
 CS0577* NAD 83(1986)-  32 10 16.     (N)    096 00 37.     (W)     SCALED    
 CS0577* NAVD 88     -       115.938  (meters)     380.37   (feet)  ADJUSTED  
 CS0577  ___________________________________________________________________
 CS0577  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0577  DYNAMIC HT  -         115.804 (meters)     379.93  (feet)  COMP
 CS0577  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 CS0577
 CS0577  VERT ORDER  -  SECOND    CLASS 0
 CS0577
 CS0577.The horizontal coordinates were scaled from a topographic map and have
 CS0577.an estimated accuracy of +/- 6 seconds.
 CS0577
 CS0577.The orthometric height was determined by differential leveling
 CS0577.and adjusted by the National Geodetic Survey in June 1991..
 CS0577
 CS0577.The geoid height was determined by GEOID03.
 CS0577
 CS0577.The dynamic height is computed by dividing the NAVD 88
 CS0577.geopotential number by the normal gravity value computed on the
 CS0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0577.degrees latitude (g = 980.6199 gals.).
 CS0577
 CS0577.The modeled gravity was interpolated from observed gravity values.
 CS0577
 CS0577;                    North         East    Units  Estimated Accuracy
 CS0577;SPC TXNC     - 2,058,720.      834,800.      MT  (+/- 180 meters Scaled)
 CS0577
 CS0577                          SUPERSEDED SURVEY CONTROL
 CS0577
 CS0577  NGVD 29 (??/??/92)  115.944  (m)          380.39   (f) ADJ UNCH    2 0
 CS0577
 CS0577.Superseded values are not recommended for survey control.
 CS0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0577.See file dsdata.txt to determine how the superseded data were derived.
 CS0577
 CS0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA819633(NAD 83)
 CS0577_MARKER: Q = CHISELED SQUARE
 CS0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0577_SP_SET: CULVERT
 CS0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0577
 CS0577  HISTORY     - Date     Condition        Report By
 CS0577  HISTORY     - UNK      MONUMENTED       USGS
 CS0577  HISTORY     - 1947     GOOD             NGS
 CS0577  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS0577
 CS0577                          STATION DESCRIPTION
 CS0577
 CS0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0577'IN MALAKOFF.
 CS0577'2 BLOCKS NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MALAKOFF,
 CS0577'THENCE 2 BLOCKS EAST ALONG STATE HIGHWAY 31 TO THE SITE OF THE MARK,
 CS0577'83 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 72
 CS0577'FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 23 FEET
 CS0577'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTHWEST OF A
 CS0577'CONCRETE HIGHWAY RIGH OF WAY MARKER, 11 FEET EAST OF THE OF THE CENTER
 CS0577'LINE OF A NORTH AND SOUTH STREET.  A CHISELED SQUARE IN THE TOP OF THE
 CS0577'EAST HEADWALL OF A CONCRETE CULVERT.
 CS0577
 CS0577                          STATION RECOVERY (1995)
 CS0577
 CS0577'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0287 ***********************************************************************
 CD0287  DESIGNATION -  3804
 CD0287  PID         -  CD0287
 CD0287  STATE/COUNTY-  TX/HUDSPETH
 CD0287  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0287
 CD0287                         *CURRENT SURVEY CONTROL
 CD0287  ___________________________________________________________________
 CD0287* NAD 83(1986)-  31 45 50.     (N)    104 55 01.     (W)     SCALED    
 CD0287* NAVD 88     -      1160.099  (meters)    3806.09   (feet)  ADJUSTED  
 CD0287  ___________________________________________________________________
 CD0287  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CD0287  DYNAMIC HT  -        1158.344 (meters)    3800.33  (feet)  COMP
 CD0287  MODELED GRAV-     979,086.7   (mgal)                       NAVD 88
 CD0287
 CD0287  VERT ORDER  -  FIRST     CLASS I
 CD0287
 CD0287.The horizontal coordinates were scaled from a topographic map and have
 CD0287.an estimated accuracy of +/- 6 seconds.
 CD0287
 CD0287.The orthometric height was determined by differential leveling
 CD0287.and adjusted by the National Geodetic Survey in June 1991..
 CD0287
 CD0287.The geoid height was determined by GEOID03.
 CD0287
 CD0287.The dynamic height is computed by dividing the NAVD 88
 CD0287.geopotential number by the normal gravity value computed on the
 CD0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0287.degrees latitude (g = 980.6199 gals.).
 CD0287
 CD0287.The modeled gravity was interpolated from observed gravity values.
 CD0287
 CD0287;                    North         East    Units  Estimated Accuracy
 CD0287;SPC TX C     - 3,241,440.      265,910.      MT  (+/- 180 meters Scaled)
 CD0287
 CD0287                          SUPERSEDED SURVEY CONTROL
 CD0287
 CD0287  NGVD 29 (??/??/92) 1159.554  (m)         3804.30   (f) ADJ UNCH    1 1
 CD0287
 CD0287.Superseded values are not recommended for survey control.
 CD0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0287.See file dsdata.txt to determine how the superseded data were derived.
 CD0287
 CD0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER078142(NAD 83)
 CD0287_MARKER: Q = CHISELED SQUARE
 CD0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0287+STABILITY: SURFACE MOTION
 CD0287
 CD0287  HISTORY     - Date     Condition        Report By
 CD0287  HISTORY     - 1958     MONUMENTED       USGS
 CD0287  HISTORY     - 1958     GOOD             NGS
 CD0287  HISTORY     - 1977     GOOD             NGS
 CD0287
 CD0287                          STATION DESCRIPTION
 CD0287
 CD0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0287'89.3 MI E FROM EL PASO.
 CD0287'ABOUT 89.3 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0287'JUNCTION OF LOOP 16 AT EL PASO, 87 FEET NORTH OF THE CENTER LINE OF
 CD0287'THE HIGHWAY, 162 FEET NORTH OF AND ACROSS THE HIGHWAY FROM THE
 CD0287'HUDSPETH-CULBERSON COUNTY LINE POST, 108 FEET SOUTHWEST OF THE
 CD0287'SOUTHWEST CORNER OF THE FENCE AROUND A SMALL PUMP HOUSE, 9 FEET SOUTH
 CD0287'OF A POWER POLE WITH 3 TRANSFORMERS, ABOUT LEVEL WITH THE HIGHWAY, AND
 CD0287'IN THE TOP OF A CONCRETE POST PROJECTING 1 1/2 FEET.
 CD0287
 CD0287                          STATION RECOVERY (1977)
 CD0287
 CD0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0287'13.65 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0287'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 0.55 MILE
 CD0287'WEST OF THE JUNCTION OF THE OLD ROUTE OF U.S. HIGHWAYS 62 AND 180,
 CD0287'AT THE JUNCTION OF A DIRT ROAD LEADING NORTH, 87 FT. NORTH OF THE
 CD0287'CENTER LINE OF THE HIGHWAY, 160 FT. NORTH AND ACROSS THE
 CD0287'HIGHWAY FROM THE HUDSPETH-CULBERSON COUNTY LINE POST,
 CD0287'9 FT. WEST OF THE CENTER LINE OF THE ROAD, 108 FT. SOUTHWEST
 CD0287'OF THE SOUTHWEST CORNER OF A STEEL MESH WIRE FENCE AROUND A
 CD0287'SMALL METAL PUMP HOUSE, 9 FT. SOUTH OF A TELEPHONE POLE,
 CD0287'4 FT. WEST OF A NORTH-SOUTH FENCE, 1 FT. SOUTH OF AN EAST-WEST FENCE,
 CD0287'NOTE=170 FT. SOUTHWEST OF BENCH MARK E 1236 1977,
 CD0287'ELEVATION RAN TO THE BOTTOM OF A SQUARE HOLE IN THE CONCRETE
 CD0287'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0066 ***********************************************************************
 CE0066  DESIGNATION -  3805
 CE0066  PID         -  CE0066
 CE0066  STATE/COUNTY-  TX/EL PASO
 CE0066  USGS QUAD   -  EL PASO (1997)
 CE0066
 CE0066                         *CURRENT SURVEY CONTROL
 CE0066  ___________________________________________________________________
 CE0066* NAD 83(1986)-  31 47 38.     (N)    106 26 49.     (W)     SCALED    
 CE0066* NAVD 88     -      1160.483  (meters)    3807.35   (feet)  ADJUSTED  
 CE0066  ___________________________________________________________________
 CE0066  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0066  DYNAMIC HT  -        1158.723 (meters)    3801.58  (feet)  COMP
 CE0066  MODELED GRAV-     979,083.3   (mgal)                       NAVD 88
 CE0066
 CE0066  VERT ORDER  -  FIRST     CLASS II
 CE0066
 CE0066.The horizontal coordinates were scaled from a topographic map and have
 CE0066.an estimated accuracy of +/- 6 seconds.
 CE0066
 CE0066.The orthometric height was determined by differential leveling
 CE0066.and adjusted by the National Geodetic Survey in June 1991..
 CE0066
 CE0066.The geoid height was determined by GEOID03.
 CE0066
 CE0066.The dynamic height is computed by dividing the NAVD 88
 CE0066.geopotential number by the normal gravity value computed on the
 CE0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0066.degrees latitude (g = 980.6199 gals.).
 CE0066
 CE0066.The modeled gravity was interpolated from observed gravity values.
 CE0066
 CE0066;                    North         East    Units  Estimated Accuracy
 CE0066;SPC TX C     - 3,251,730.      121,320.      MT  (+/- 180 meters Scaled)
 CE0066
 CE0066                          SUPERSEDED SURVEY CONTROL
 CE0066
 CE0066  NGVD 29 (??/??/92) 1159.98   (m)         3805.7    (f) COMPUTED    1 2
 CE0066
 CE0066.Superseded values are not recommended for survey control.
 CE0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0066.See file dsdata.txt to determine how the superseded data were derived.
 CE0066
 CE0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR630185(NAD 83)
 CE0066_MARKER: P = PIPE CAP
 CE0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0066_SP_SET: IRON PIPE
 CE0066_STAMPING: 3805.796
 CE0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0066
 CE0066  HISTORY     - Date     Condition        Report By
 CE0066  HISTORY     - UNK      MONUMENTED       USGS
 CE0066  HISTORY     - 1954     GOOD             NGS
 CE0066  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0066
 CE0066                          STATION DESCRIPTION
 CE0066
 CE0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CE0066'3.9 MI NE FROM EL PASO.
 CE0066'3.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0066'STATION AT EL PASO, 72 FEET SOUTH OF THE 7TH POLE SOUTH OF MILEPOST
 CE0066'1300, 48 FEET WEST OF THE WEST RAIL, 8 FEET EAST OF THE EAST SIDE OF A
 CE0066'SMALL SHEET METAL BUILDING, 2 FEET NORTH OF A WITNESS POST, 5 FEET
 CE0066'BELOW THE TOP OF THE RAILS, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 CE0066'PIPE WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.
 CE0066
 CE0066                          STATION RECOVERY (1981)
 CE0066
 CE0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3517 ***********************************************************************
 AW3517  DESIGNATION -  381+00 755
 AW3517  PID         -  AW3517
 AW3517  STATE/COUNTY-  TX/HARRIS
 AW3517  USGS QUAD   -  LA PORTE (1982)
 AW3517
 AW3517                         *CURRENT SURVEY CONTROL
 AW3517  ___________________________________________________________________
 AW3517* NAD 83(1986)-  29 44 38.     (N)    095 03 52.     (W)     SCALED    
 AW3517* NAVD 88     -         2.40   (+/-2cm)       7.9    (feet)  VERTCON   
 AW3517  ___________________________________________________________________
 AW3517  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3517
 AW3517  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3517
 AW3517.The horizontal coordinates were scaled from a topographic map and have
 AW3517.an estimated accuracy of +/- 6 seconds.
 AW3517
 AW3517.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3517.The vertical order pertains to the NGVD 29 superseded value.
 AW3517
 AW3517.The geoid height was determined by GEOID03.
 AW3517
 AW3517;                    North         East    Units  Estimated Accuracy
 AW3517;SPC TXSC     - 4,218,150.      980,580.      MT  (+/- 180 meters Scaled)
 AW3517
 AW3517                          SUPERSEDED SURVEY CONTROL
 AW3517
 AW3517  NGVD 29 (??/??/92)    2.394  (m)            7.85   (f) ADJ UNCH    1 2
 AW3517
 AW3517.Superseded values are not recommended for survey control.
 AW3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3517.See file dsdata.txt to determine how the superseded data were derived.
 AW3517
 AW3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN003921(NAD 83)
 AW3517_MARKER: DD = SURVEY DISK
 AW3517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3517_STAMPING: 381+00 755
 AW3517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3517+STABILITY: SURFACE MOTION
 AW3517
 AW3517  HISTORY     - Date     Condition        Report By
 AW3517  HISTORY     - UNK      MONUMENTED       USE
 AW3517  HISTORY     - 1959     GOOD             NGS
 AW3517  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3517
 AW3517                          STATION DESCRIPTION
 AW3517
 AW3517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3517'1.95 MI SE FROM LYNCHBURG.
 AW3517'ABOUT 1.95 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3517'FERRY LANDING AT LYNCHBURG, ABOUT 0.1 MILE NORTHWEST OF LIGHT BEACON
 AW3517'O, ON THE CREST OF A SLIGHT SANDY KNOLL SURROUNDED BY CATCLAW BUSHES,
 AW3517'73 FEET SOUTHWEST OF THE HIGH WATER LINE OF THE SOUTHWEST BANK OF THE
 AW3517'SHIP CHANNEL, AND IN THE TOP OF A CONCRETE POST, POURED IN PLACE,
 AW3517'FLUSH WITH THE GROUND.  NOTE-- DIRT HAS BEEN HAULED OUT OF THIS AREA
 AW3517'TO FILL IN A LEVEE.  MARK IS BELIEVED TO HAVE BEEN COVERED OVER OR
 AW3517'PUSHED OUT BY HEAVY EQUIPMENT.
 AW3517
 AW3517                          STATION RECOVERY (1964)
 AW3517
 AW3517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1430 ***********************************************************************
 AB1430  DESIGNATION -  382
 AB1430  PID         -  AB1430
 AB1430  STATE/COUNTY-  TX/WILLACY
 AB1430  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1430
 AB1430                         *CURRENT SURVEY CONTROL
 AB1430  ___________________________________________________________________
 AB1430* NAD 83(1993)-  26 33 11.07206(N)    097 25 48.11641(W)     ADJUSTED  
 AB1430* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 AB1430  ___________________________________________________________________
 AB1430  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 AB1430  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AB1430
 AB1430  HORZ ORDER  -  SECOND
 AB1430
 AB1430.The horizontal coordinates were established by classical geodetic methods
 AB1430.and adjusted by the National Geodetic Survey in February 1996..
 AB1430
 AB1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1430
 AB1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1430
 AB1430.The geoid height was determined by GEOID03.
 AB1430
 AB1430;                    North         East     Units Scale Factor Converg.
 AB1430;SPC TX S     - 5,098,659.316   406,606.874   MT  0.99992515   +0 29 08.8
 AB1430;SPC TX S     -16,727,851.44  1,334,009.39   sFT  0.99992515   +0 29 08.8
 AB1430;UTM  14      - 2,937,893.770   656,387.515   MT  0.99990195   +0 42 07.1
 AB1430
 AB1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1430!SPC TX S     -   1.00000334  x   0.99992515  =   0.99992849
 AB1430!UTM  14      -   1.00000334  x   0.99990195  =   0.99990529
 AB1430
 AB1430:                Primary Azimuth Mark                     Grid Az
 AB1430:SPC TX S     -  LEGION 2                                 021 32 09.5
 AB1430:UTM  14      -  LEGION 2                                 021 19 11.2
 AB1430
 AB1430|---------------------------------------------------------------------|
 AB1430| PID    Reference Object                     Distance      Geod. Az  |
 AB1430|                                                           dddmmss.s |
 AB1430| AB0199 LEGION 2                            APPROX. 0.6 KM 0220118.3 |
 AB1430| AB0197 LEGION RESET                        APPROX. 0.7 KM 0220125.1 |
 AB1430| AB1428 PORT MANSFIELD MUN TANK             429.123 METERS 0570024.9 |
 AB1430| AB1431 PORT MANSFIELD REAR RANGE LT        APPROX. 0.6 KM 3311753.8 |
 AB1430|---------------------------------------------------------------------|
 AB1430
 AB1430                          SUPERSEDED SURVEY CONTROL
 AB1430
 AB1430  NAD 83(1986)-  26 33 11.08567(N)    097 25 48.08084(W) AD(       ) 2
 AB1430  NAD 27      -  26 33 09.85008(N)    097 25 47.14894(W) AD(       ) 2
 AB1430  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 AB1430
 AB1430.Superseded values are not recommended for survey control.
 AB1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1430.See file dsdata.txt to determine how the superseded data were derived.
 AB1430
 AB1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5638837894(NAD 83)
 AB1430_MARKER: DD = SURVEY DISK
 AB1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1430_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1430
 AB1430  HISTORY     - Date     Condition        Report By
 AB1430  HISTORY     - 1980     MONUMENTED       NGS
 AB1430
 AB1430                          STATION DESCRIPTION
 AB1430
 AB1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AB1430'THE STATION IS LOCATED ABOUT 24 MILES EAST-NORTHEAST OF
 AB1430'RAYMONDVILLE, IN THE TOWN OF PORT MANSFIELD.
 AB1430'
 AB1430'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 186 AND
 AB1430'FARM ROAD 606, IN THE TOWN OF PORT MANSFIELD, GO WESTERLY ON
 AB1430'HIGHWAY 186 FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 AB1430'SOUTHERLY FOR 0.55 MILE TO A T-ROAD.  TURN LEFT AND GO EAST AND
 AB1430'NORTH FOR 0.4 MILE TO A ROAD FORK.  BEAR LEFT AND GO NORTHERLY
 AB1430'FOR 0.2 MILE TO THE END OF THE PAVED ROAD AND THE MARK ON THE LEFT
 AB1430'AS DESCRIBED.
 AB1430'
 AB1430'THE STATION IS A STANDARD USE DISK
 AB1430'STAMPED---382 1932---,
 AB1430'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 AB1430'FLUSH WITH GROUND.  IT IS LOCATED
 AB1430'157 FEET WEST FROM THE CENTER OF A PAVED ROAD,
 AB1430'125.6 FEET SOUTH FROM THE THIRD PILING FOR THE WEST, ALONG THE
 AB1430'SOUTH SIDE OF A BOAT BASIN,
 AB1430'99.6 FEET EAST-SOUTHEAST FROM THE NORTHERN MOST UTILITY POLE AND
 AB1430'1.1 FEET WEST FROM A METAL WITNESS POST.
 AB1430'
 AB1430'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE
 AB1430'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 AB1430'
 AB1430'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 AB1430'
 AB1430'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATIONS
 AB1430'LEGION 1939 AND LEGION 2 1969, USING ELECTRONIC DISTANCE
 AB1430'MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0369 ***********************************************************************
 CA0369  DESIGNATION -  382 A
 CA0369  PID         -  CA0369
 CA0369  STATE/COUNTY-  TX/COLEMAN
 CA0369  USGS QUAD   -  COLEMAN (1987)
 CA0369
 CA0369                         *CURRENT SURVEY CONTROL
 CA0369  ___________________________________________________________________
 CA0369* NAD 83(1986)-  31 51 12.     (N)    099 28 31.     (W)     SCALED    
 CA0369* NAVD 88     -       538.73   (+/-2cm)    1767.5    (feet)  VERTCON   
 CA0369  ___________________________________________________________________
 CA0369  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CA0369
 CA0369  VERT ORDER  -  ? (See Below)
 CA0369
 CA0369.The horizontal coordinates were scaled from a topographic map and have
 CA0369.an estimated accuracy of +/- 6 seconds.
 CA0369
 CA0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0369.The vertical order pertains to the NGVD 29 superseded value.
 CA0369
 CA0369.The geoid height was determined by GEOID03.
 CA0369
 CA0369;                    North         East    Units  Estimated Accuracy
 CA0369;SPC TX C     - 3,242,730.      781,210.      MT  (+/- 180 meters Scaled)
 CA0369
 CA0369                          SUPERSEDED SURVEY CONTROL
 CA0369
 CA0369  NGVD 29 (??/??/92)  538.615  (m)         1767.11   (f) ADJ UNCH    ?  
 CA0369
 CA0369.Superseded values are not recommended for survey control.
 CA0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0369.See file dsdata.txt to determine how the superseded data were derived.
 CA0369
 CA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA550242(NAD 83)
 CA0369_MARKER: X = CHISELED CROSS
 CA0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0369_SP_SET: CULVERT
 CA0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0369
 CA0369  HISTORY     - Date     Condition        Report By
 CA0369  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0369  HISTORY     - 1931     GOOD             NGS
 CA0369  HISTORY     - 1935     GOOD             NGS
 CA0369
 CA0369                          STATION DESCRIPTION
 CA0369
 CA0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0369'0.7 MI S FROM HAMRICK.
 CA0369'0.7 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0369'SIDING SIGN AT HAMRICK, COLEMAN COUNTY, 6-1/2 POLES NORTH OF MILEPOST
 CA0369'382, AND ON THE EAST END OF CONCRETE CULVERT 382 A.  A CHISELED CROSS.
 CA0369
 CA0369                          STATION RECOVERY (1935)
 CA0369
 CA0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0638 ***********************************************************************
 DN0638  DESIGNATION -  382 A
 DN0638  PID         -  DN0638
 DN0638  STATE/COUNTY-  TX/DENTON
 DN0638  USGS QUAD   -  DENTON WEST (1960)
 DN0638
 DN0638                         *CURRENT SURVEY CONTROL
 DN0638  ___________________________________________________________________
 DN0638* NAD 83(1986)-  33 14 46.     (N)    097 14 28.     (W)     SCALED    
 DN0638* NAVD 88     -       206.478  (meters)     677.42   (feet)  ADJUSTED  
 DN0638  ___________________________________________________________________
 DN0638  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DN0638  DYNAMIC HT  -         206.246 (meters)     676.66  (feet)  COMP
 DN0638  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 DN0638
 DN0638  VERT ORDER  -  SECOND    CLASS 0
 DN0638
 DN0638.The horizontal coordinates were scaled from a topographic map and have
 DN0638.an estimated accuracy of +/- 6 seconds.
 DN0638
 DN0638.The orthometric height was determined by differential leveling
 DN0638.and adjusted by the National Geodetic Survey in June 1991..
 DN0638
 DN0638.The geoid height was determined by GEOID03.
 DN0638
 DN0638.The dynamic height is computed by dividing the NAVD 88
 DN0638.geopotential number by the normal gravity value computed on the
 DN0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0638.degrees latitude (g = 980.6199 gals.).
 DN0638
 DN0638.The modeled gravity was interpolated from observed gravity values.
 DN0638
 DN0638;                    North         East    Units  Estimated Accuracy
 DN0638;SPC TXNC     - 2,175,850.      717,300.      MT  (+/- 180 meters Scaled)
 DN0638
 DN0638                          SUPERSEDED SURVEY CONTROL
 DN0638
 DN0638  NGVD 29 (??/??/92)  206.451  (m)          677.33   (f) ADJ UNCH    2 0
 DN0638
 DN0638.Superseded values are not recommended for survey control.
 DN0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0638.See file dsdata.txt to determine how the superseded data were derived.
 DN0638
 DN0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB638799(NAD 83)
 DN0638_MARKER: Z = SEE DESCRIPTION
 DN0638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0638_SP_SET: ABUTMENT
 DN0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0638
 DN0638  HISTORY     - Date     Condition        Report By
 DN0638  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0638  HISTORY     - 1934     GOOD             NGS
 DN0638  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0638  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 DN0638  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0638
 DN0638                          STATION DESCRIPTION
 DN0638
 DN0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0638'1.4 MI S FROM KRUM.
 DN0638'1.4 MILES SOUTH OF KRUM G.C. AND S.F. DEPOT ON THE SOUTHEAST CORNER OF
 DN0638'THE SOUTH ABUTMENT PARAPET WALL OF BRIDGE 382 A ON THE GULF COLORADO
 DN0638'AND SANTA FE RAILWAY.
 DN0638
 DN0638                          STATION RECOVERY (1995)
 DN0638
 DN0638'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0638'MARK NOT FOUND.
 DN0638
 DN0638                          STATION RECOVERY (1998)
 DN0638
 DN0638'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0638'MARK NOT FOUND.
 DN0638
 DN0638                          STATION RECOVERY (2005)
 DN0638
 DN0638'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1077 ***********************************************************************
 CS1077  DESIGNATION -  382 RESET 1947
 CS1077  PID         -  CS1077
 CS1077  STATE/COUNTY-  TX/DALLAS
 CS1077  USGS QUAD   -  OAK CLIFF (1981)
 CS1077
 CS1077                         *CURRENT SURVEY CONTROL
 CS1077  ___________________________________________________________________
 CS1077* NAD 83(1986)-  32 42 08.     (N)    096 45 21.     (W)     SCALED    
 CS1077* NAVD 88     -       130.548  (meters)     428.31   (feet)  ADJUSTED  
 CS1077  ___________________________________________________________________
 CS1077  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CS1077  DYNAMIC HT  -         130.398 (meters)     427.81  (feet)  COMP
 CS1077  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CS1077
 CS1077  VERT ORDER  -  FIRST     CLASS II
 CS1077
 CS1077.The horizontal coordinates were scaled from a topographic map and have
 CS1077.an estimated accuracy of +/- 6 seconds.
 CS1077
 CS1077.The orthometric height was determined by differential leveling
 CS1077.and adjusted by the National Geodetic Survey in June 1991..
 CS1077
 CS1077.The geoid height was determined by GEOID03.
 CS1077
 CS1077.The dynamic height is computed by dividing the NAVD 88
 CS1077.geopotential number by the normal gravity value computed on the
 CS1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1077.degrees latitude (g = 980.6199 gals.).
 CS1077
 CS1077.The modeled gravity was interpolated from observed gravity values.
 CS1077
 CS1077;                    North         East    Units  Estimated Accuracy
 CS1077;SPC TXNC     - 2,116,190.      763,520.      MT  (+/- 180 meters Scaled)
 CS1077
 CS1077                          SUPERSEDED SURVEY CONTROL
 CS1077
 CS1077  NGVD 29 (??/??/92)  130.560  (m)          428.35   (f) ADJ UNCH    1 2
 CS1077
 CS1077.Superseded values are not recommended for survey control.
 CS1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1077.See file dsdata.txt to determine how the superseded data were derived.
 CS1077
 CS1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB103205(NAD 83)
 CS1077_MARKER: DB = BENCH MARK DISK
 CS1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1077_STAMPING: 382 RESET 1947
 CS1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1077+STABILITY: SURFACE MOTION
 CS1077
 CS1077  HISTORY     - Date     Condition        Report By
 CS1077  HISTORY     - 1947     MONUMENTED       CGS
 CS1077  HISTORY     - 1958     GOOD             NGS
 CS1077  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1077
 CS1077                          STATION DESCRIPTION
 CS1077
 CS1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1077'IN DALLAS.
 CS1077'AT DALLAS, ON THE MISSOURI, KANSAS, TEXAS RAILROAD ABOUT 6.5 MILES
 CS1077'SOUTHEAST OF UNION STATION, AT THE LEDBETTER DRIVE CROSSING, 66.5 FEET
 CS1077'WEST OF AND ABOUT 2.5 FEET LOWER THAN THE CENTER LINE OF THE TRACK,
 CS1077'47.7 FEET SOUTH OF THE CENTER LINE OF LEDBETTER DRIVE, 17.4 FEET WEST
 CS1077'OF A FENCE CORNER, 1.5 FEET NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4
 CS1077'X 4 IN. MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS1077'WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 CS1077
 CS1077                          STATION RECOVERY (1958)
 CS1077
 CS1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1077'RECOVERED IN GOOD CONDITION.
 CS1077
 CS1077                          STATION RECOVERY (2000)
 CS1077
 CS1077'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0283 ***********************************************************************
 EN0283  DESIGNATION -  3824+37
 EN0283  PID         -  EN0283
 EN0283  STATE/COUNTY-  TX/FLOYD
 EN0283  USGS QUAD   -  STERLEY (1966)
 EN0283
 EN0283                         *CURRENT SURVEY CONTROL
 EN0283  ___________________________________________________________________
 EN0283* NAD 83(1986)-  34 10 17.     (N)    101 24 50.     (W)     SCALED    
 EN0283* NAVD 88     -       996.746  (meters)    3270.16   (feet)  ADJUSTED  
 EN0283  ___________________________________________________________________
 EN0283  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EN0283  DYNAMIC HT  -         995.471 (meters)    3265.97  (feet)  COMP
 EN0283  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 EN0283
 EN0283  VERT ORDER  -  FIRST     CLASS II
 EN0283
 EN0283.The horizontal coordinates were scaled from a topographic map and have
 EN0283.an estimated accuracy of +/- 6 seconds.
 EN0283
 EN0283.The orthometric height was determined by differential leveling
 EN0283.and adjusted by the National Geodetic Survey in June 1991..
 EN0283
 EN0283.The geoid height was determined by GEOID03.
 EN0283
 EN0283.The dynamic height is computed by dividing the NAVD 88
 EN0283.geopotential number by the normal gravity value computed on the
 EN0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0283.degrees latitude (g = 980.6199 gals.).
 EN0283
 EN0283.The modeled gravity was interpolated from observed gravity values.
 EN0283
 EN0283;                    North         East    Units  Estimated Accuracy
 EN0283;SPC TXNC     - 2,281,500.      331,360.      MT  (+/- 180 meters Scaled)
 EN0283
 EN0283                          SUPERSEDED SURVEY CONTROL
 EN0283
 EN0283  NGVD 29 (??/??/92)  996.366  (m)         3268.91   (f) ADJ UNCH    1 2
 EN0283
 EN0283.Superseded values are not recommended for survey control.
 EN0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0283.See file dsdata.txt to determine how the superseded data were derived.
 EN0283
 EN0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC775837(NAD 83)
 EN0283_MARKER: Z = SEE DESCRIPTION
 EN0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0283_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0283
 EN0283  HISTORY     - Date     Condition        Report By
 EN0283  HISTORY     - UNK      MONUMENTED       BNRR
 EN0283  HISTORY     - 1958     GOOD             NGS
 EN0283
 EN0283                          STATION DESCRIPTION
 EN0283
 EN0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0283'3.1 MI S FROM STERLEY.
 EN0283'3.1 MILES SOUTH ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM THE
 EN0283'STATION AT STERLEY, FLOYD COUNTY, AT STATION 3824+37 (MILEAGE 309.48),
 EN0283'ABOUT 40 FEET NORTHEAST OF A ROAD CROSSING, ABOUT 50 FEET EAST OF THE
 EN0283'TRACK, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  THE TOP OF A
 EN0283'CONCRETE-FILLED PIPE PROJECTING ABOUT 12 INCHES ABOVE GROUND.  NOTE--
 EN0283'BM IS NORTHEAST OF A PRIVATE ROAD CROSSING AND 2 FEET NORTHWEST OF A
 EN0283'FENCE CORNER, MARK IS A 2-INCH PROJECTING PIPE ABOUT 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0188 ***********************************************************************
 CD0188  DESIGNATION -  3826
 CD0188  PID         -  CD0188
 CD0188  STATE/COUNTY-  TX/CULBERSON
 CD0188  USGS QUAD   -  WILD HORSE (1979)
 CD0188
 CD0188                         *CURRENT SURVEY CONTROL
 CD0188  ___________________________________________________________________
 CD0188* NAD 83(1986)-  31 03 10.     (N)    104 40 54.     (W)     SCALED    
 CD0188* NAVD 88     -      1169.001  (meters)    3835.30   (feet)  POSTED    
 CD0188  ___________________________________________________________________
 CD0188  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0188  DYNAMIC HT  -        1167.180 (meters)    3829.32  (feet)  COMP
 CD0188  MODELED GRAV-     979,042.3   (mgal)                       NAVD 88
 CD0188
 CD0188  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CD0188
 CD0188.The horizontal coordinates were scaled from a topographic map and have
 CD0188.an estimated accuracy of +/- 6 seconds.
 CD0188
 CD0188.The orthometric height was determined by differential leveling
 CD0188.and adjusted by the National Geodetic Survey in 1992..
 CD0188.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CD0188.rate of 1.1 thru 2.0 mm/km.
 CD0188
 CD0188.The geoid height was determined by GEOID03.
 CD0188
 CD0188.The dynamic height is computed by dividing the NAVD 88
 CD0188.geopotential number by the normal gravity value computed on the
 CD0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0188.degrees latitude (g = 980.6199 gals.).
 CD0188
 CD0188.The modeled gravity was interpolated from observed gravity values.
 CD0188
 CD0188;                    North         East    Units  Estimated Accuracy
 CD0188;SPC TX C     - 3,161,770.      285,100.      MT  (+/- 180 meters Scaled)
 CD0188
 CD0188                          SUPERSEDED SURVEY CONTROL
 CD0188
 CD0188  NGVD 29 (??/??/92) 1168.520  (m)         3833.72   (f) ADJ UNCH    1 2
 CD0188
 CD0188.Superseded values are not recommended for survey control.
 CD0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0188.See file dsdata.txt to determine how the superseded data were derived.
 CD0188
 CD0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ303354(NAD 83)
 CD0188_MARKER: DD = SURVEY DISK
 CD0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0188_STAMPING: 3833.719 FT VN HRN 1903
 CD0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0188
 CD0188  HISTORY     - Date     Condition        Report By
 CD0188  HISTORY     - 1903     MONUMENTED       USGS
 CD0188  HISTORY     - 1956     GOOD             NGS
 CD0188
 CD0188                          STATION DESCRIPTION
 CD0188
 CD0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0188'7.4 MI W FROM PLATEAU.
 CD0188'7.4 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0188'FOREMANS HOUSE AT PLATEAU, 75 FEET SOUTH OF THE SOUTH RAIL, 65 FEET
 CD0188'SOUTHEAST OF THE 15TH POLE WEST OF MILEPOST 726, 26.5 FEET SOUTH OF A
 CD0188'FENCE, 1 FOOT EAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2
 CD0188'INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0193 ***********************************************************************
 AB0193  DESIGNATION -  383
 AB0193  PID         -  AB0193
 AB0193  STATE/COUNTY-  TX/WILLACY
 AB0193  USGS QUAD   -  PORT MANSFIELD (1975)
 AB0193
 AB0193                         *CURRENT SURVEY CONTROL
 AB0193  ___________________________________________________________________
 AB0193* NAD 83(1986)-  26 33 12.     (N)    097 25 51.     (W)     SCALED    
 AB0193* NAVD 88     -         1.897  (meters)       6.22   (feet)  ADJUSTED  
 AB0193  ___________________________________________________________________
 AB0193  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AB0193  DYNAMIC HT  -           1.894 (meters)       6.21  (feet)  COMP
 AB0193  MODELED GRAV-     979,076.8   (mgal)                       NAVD 88
 AB0193
 AB0193  VERT ORDER  -  SECOND    CLASS 0
 AB0193
 AB0193.The horizontal coordinates were scaled from a topographic map and have
 AB0193.an estimated accuracy of +/- 6 seconds.
 AB0193
 AB0193.The orthometric height was determined by differential leveling
 AB0193.and adjusted by the National Geodetic Survey in June 1991..
 AB0193
 AB0193.The geoid height was determined by GEOID03.
 AB0193
 AB0193.The dynamic height is computed by dividing the NAVD 88
 AB0193.geopotential number by the normal gravity value computed on the
 AB0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0193.degrees latitude (g = 980.6199 gals.).
 AB0193
 AB0193.The modeled gravity was interpolated from observed gravity values.
 AB0193
 AB0193;                    North         East    Units  Estimated Accuracy
 AB0193;SPC TX S     - 5,098,690.      406,530.      MT  (+/- 180 meters Scaled)
 AB0193
 AB0193                          SUPERSEDED SURVEY CONTROL
 AB0193
 AB0193  NGVD 29 (??/??/92)    1.964  (m)            6.44   (f) ADJ UNCH    2 0
 AB0193
 AB0193.Superseded values are not recommended for survey control.
 AB0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0193.See file dsdata.txt to determine how the superseded data were derived.
 AB0193
 AB0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ563379(NAD 83)
 AB0193_MARKER: DD = SURVEY DISK
 AB0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0193_STAMPING: 383 1932
 AB0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0193+STABILITY: SURFACE MOTION
 AB0193
 AB0193  HISTORY     - Date     Condition        Report By
 AB0193  HISTORY     - 1932     MONUMENTED       DOD
 AB0193  HISTORY     - 1942     GOOD             NGS
 AB0193
 AB0193                          STATION DESCRIPTION
 AB0193
 AB0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0193'24.6 MI E FROM RAYMONDVILLE.
 AB0193'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0193'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0193'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0193'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0193'ROAD INTERSECTION, TURN EAST (RIGHT) AND GO 9.5 MILES TO A SHARP TURN
 AB0193'TO THE NORTH, TURN NORTH (LEFT) AND GO 3.1 MILES TO SITE OF BENCH
 AB0193'MARK.  BENCH MARK IS ABOUT 0.5 MILE WEST OF LAGUNA MADRE, ABOUT 550.0
 AB0193'FEET EAST OF A ROAD FORK, ABOUT 450.0 FEET SOUTHEAST OF THE CENTERLINE
 AB0193'OF THE MAIN ROAD TO REDFISH BAY, ABOUT 300.0 FEET SOUTHWEST OF P.C.
 AB0193'273, 20.0 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD AND 3.0
 AB0193'FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0802 ***********************************************************************
 CR0802  DESIGNATION -  384
 CR0802  PID         -  CR0802
 CR0802  STATE/COUNTY-  TX/WOOD
 CR0802  USGS QUAD   -  GOLDEN (1981)
 CR0802
 CR0802                         *CURRENT SURVEY CONTROL
 CR0802  ___________________________________________________________________
 CR0802* NAD 83(1986)-  32 41 00.     (N)    095 32 36.     (W)     SCALED    
 CR0802* NAVD 88     -       116.889  (meters)     383.49   (feet)  ADJUSTED  
 CR0802  ___________________________________________________________________
 CR0802  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CR0802  DYNAMIC HT  -         116.757 (meters)     383.06  (feet)  COMP
 CR0802  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 CR0802
 CR0802  VERT ORDER  -  FIRST     CLASS II
 CR0802
 CR0802.The horizontal coordinates were scaled from a topographic map and have
 CR0802.an estimated accuracy of +/- 6 seconds.
 CR0802
 CR0802.The orthometric height was determined by differential leveling
 CR0802.and adjusted by the National Geodetic Survey in June 1991..
 CR0802
 CR0802.The geoid height was determined by GEOID03.
 CR0802
 CR0802.The dynamic height is computed by dividing the NAVD 88
 CR0802.geopotential number by the normal gravity value computed on the
 CR0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0802.degrees latitude (g = 980.6199 gals.).
 CR0802
 CR0802.The modeled gravity was interpolated from observed gravity values.
 CR0802
 CR0802;                    North         East    Units  Estimated Accuracy
 CR0802;SPC TXNC     - 2,116,640.      877,230.      MT  (+/- 180 meters Scaled)
 CR0802
 CR0802                          SUPERSEDED SURVEY CONTROL
 CR0802
 CR0802  NGVD 29 (??/??/92)  116.917  (m)          383.59   (f) ADJ UNCH    1 2
 CR0802
 CR0802.Superseded values are not recommended for survey control.
 CR0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0802.See file dsdata.txt to determine how the superseded data were derived.
 CR0802
 CR0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS615190(NAD 83)
 CR0802_MARKER: P = PIPE CAP
 CR0802_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0802_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0802_STAMPING: 383.503
 CR0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0802
 CR0802  HISTORY     - Date     Condition        Report By
 CR0802  HISTORY     - UNK      MONUMENTED       USGS
 CR0802  HISTORY     - 1959     GOOD             NGS
 CR0802  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0802
 CR0802                          STATION DESCRIPTION
 CR0802
 CR0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0802'4.35 MI NW FROM MINEOLA.
 CR0802'ABOUT 2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0802'STATION AT MINEOLA, THENCE ABOUT 0.2 MILE NORTH-NORTHEAST ALONG A
 CR0802'GRADED DIRT ROAD, THENCE ABOUT 0.75 MILE WEST ALONG U.S. HIGHWAY 80,
 CR0802'THENCE ABOUT 0.2 MILE NORTH ALONG A PRIVATE ROAD THROUGH A SMALL OIL
 CR0802'FIELD TO THE SOUTH ENTRANCE TO THE UNITED GAS COMPANY, THENCE ABOUT
 CR0802'0.4 MILE NORTH ALONG A PAVED ROAD TO THE NORTHWEST CORNER OF THE
 CR0802'PROPERTY OF THE UNITED GAS COMPANY, ABOUT 300 FEET NORTH OF A WATER
 CR0802'TANK, 56 FEET SOUTHEAST OF THE CENTER LINE OF A PAVED ROAD AT A CURVE,
 CR0802'39 FEET NORTH OF THE CENTER LINE OF A STEEL GATE, 51 FEET SOUTHWEST OF
 CR0802'THE CENTER LINE OF AN ABANDONED RAILROAD GRADE, 16 FEET WEST OF A
 CR0802'FENCE CORNER, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 15
 CR0802'INCHES.
 CR0802
 CR0802                          STATION RECOVERY (1995)
 CR0802
 CR0802'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0367 ***********************************************************************
 CA0367  DESIGNATION -  384 A
 CA0367  PID         -  CA0367
 CA0367  STATE/COUNTY-  TX/COLEMAN
 CA0367  USGS QUAD   -  COLEMAN (1987)
 CA0367
 CA0367                         *CURRENT SURVEY CONTROL
 CA0367  ___________________________________________________________________
 CA0367* NAD 83(1986)-  31 52 21.     (N)    099 29 52.     (W)     SCALED    
 CA0367* NAVD 88     -       553.389  (meters)    1815.58   (feet)  POSTED    
 CA0367  ___________________________________________________________________
 CA0367  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CA0367  DYNAMIC HT  -         552.650 (meters)    1813.15  (feet)  COMP
 CA0367  MODELED GRAV-     979,294.4   (mgal)                       NAVD 88
 CA0367
 CA0367  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0367
 CA0367.The horizontal coordinates were scaled from a topographic map and have
 CA0367.an estimated accuracy of +/- 6 seconds.
 CA0367
 CA0367.The orthometric height was determined by differential leveling
 CA0367.and adjusted by the National Geodetic Survey in 1992..
 CA0367.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0367.rate of 0.0 thru 1.0 mm/km.
 CA0367
 CA0367.The geoid height was determined by GEOID03.
 CA0367
 CA0367.The dynamic height is computed by dividing the NAVD 88
 CA0367.geopotential number by the normal gravity value computed on the
 CA0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0367.degrees latitude (g = 980.6199 gals.).
 CA0367
 CA0367.The modeled gravity was interpolated from observed gravity values.
 CA0367
 CA0367;                    North         East    Units  Estimated Accuracy
 CA0367;SPC TX C     - 3,244,840.      779,060.      MT  (+/- 180 meters Scaled)
 CA0367
 CA0367                          SUPERSEDED SURVEY CONTROL
 CA0367
 CA0367  NGVD 29 (??/??/92)  553.259  (m)         1815.15   (f) ADJ UNCH    1 2
 CA0367
 CA0367.Superseded values are not recommended for survey control.
 CA0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0367.See file dsdata.txt to determine how the superseded data were derived.
 CA0367
 CA0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA529264(NAD 83)
 CA0367_MARKER: X = CHISELED CROSS
 CA0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0367_SP_SET: BRIDGE
 CA0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0367
 CA0367  HISTORY     - Date     Condition        Report By
 CA0367  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0367  HISTORY     - 1931     GOOD             NGS
 CA0367  HISTORY     - 1935     GOOD             NGS
 CA0367
 CA0367                          STATION DESCRIPTION
 CA0367
 CA0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0367'5.5 MI NW FROM COLEMAN.
 CA0367'5.5 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0367'COLEMAN, COLEMAN COUNTY, 1.3 MILES NORTH OF HAMRICK, 2 POLES WEST OF
 CA0367'MILEPOST 384, ON THE EAST END OF BRIDGE 384 A, AND NORTH OF THE TRACK.
 CA0367'A CHISELED CROSS.
 CA0367
 CA0367                          STATION RECOVERY (1935)
 CA0367
 CA0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0366 ***********************************************************************
 CA0366  DESIGNATION -  384 B
 CA0366  PID         -  CA0366
 CA0366  STATE/COUNTY-  TX/COLEMAN
 CA0366  USGS QUAD   -  NOVICE EAST (1987)
 CA0366
 CA0366                         *CURRENT SURVEY CONTROL
 CA0366  ___________________________________________________________________
 CA0366* NAD 83(1986)-  31 52 41.     (N)    099 30 15.     (W)     SCALED    
 CA0366* NAVD 88     -       558.575  (meters)    1832.59   (feet)  POSTED    
 CA0366  ___________________________________________________________________
 CA0366  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CA0366  DYNAMIC HT  -         557.830 (meters)    1830.15  (feet)  COMP
 CA0366  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 CA0366
 CA0366  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0366
 CA0366.The horizontal coordinates were scaled from a topographic map and have
 CA0366.an estimated accuracy of +/- 6 seconds.
 CA0366
 CA0366.The orthometric height was determined by differential leveling
 CA0366.and adjusted by the National Geodetic Survey in 1992..
 CA0366.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0366.rate of 0.0 thru 1.0 mm/km.
 CA0366
 CA0366.The geoid height was determined by GEOID03.
 CA0366
 CA0366.The dynamic height is computed by dividing the NAVD 88
 CA0366.geopotential number by the normal gravity value computed on the
 CA0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0366.degrees latitude (g = 980.6199 gals.).
 CA0366
 CA0366.The modeled gravity was interpolated from observed gravity values.
 CA0366
 CA0366;                    North         East    Units  Estimated Accuracy
 CA0366;SPC TX C     - 3,245,450.      778,450.      MT  (+/- 180 meters Scaled)
 CA0366
 CA0366                          SUPERSEDED SURVEY CONTROL
 CA0366
 CA0366  NGVD 29 (??/??/92)  558.444  (m)         1832.16   (f) ADJ UNCH    1 2
 CA0366
 CA0366.Superseded values are not recommended for survey control.
 CA0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0366.See file dsdata.txt to determine how the superseded data were derived.
 CA0366
 CA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA523270(NAD 83)
 CA0366_MARKER: B = BOLT
 CA0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0366_SP_SET: CULVERT
 CA0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0366
 CA0366  HISTORY     - Date     Condition        Report By
 CA0366  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0366  HISTORY     - 1931     GOOD             NGS
 CA0366  HISTORY     - 1935     GOOD             NGS
 CA0366
 CA0366                          STATION DESCRIPTION
 CA0366
 CA0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0366'6.0 MI NW FROM COLEMAN.
 CA0366'6.0 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0366'COLEMAN, COLEMAN COUNTY, 11 POLES EAST OF MILEPOST 385, IN THE EAST
 CA0366'END OF CONCRETE CULVERT 384 B, AND NORTH OF THE TRACK.  AN IRON BOLT.
 CA0366
 CA0366                          STATION RECOVERY (1935)
 CA0366
 CA0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0185 ***********************************************************************
 CD0185  DESIGNATION -  3840
 CD0185  PID         -  CD0185
 CD0185  STATE/COUNTY-  TX/CULBERSON
 CD0185  USGS QUAD   -  WILD HORSE (1979)
 CD0185
 CD0185                         *CURRENT SURVEY CONTROL
 CD0185  ___________________________________________________________________
 CD0185* NAD 83(1986)-  31 03 25.     (N)    104 37 53.     (W)     SCALED    
 CD0185* NAVD 88     -      1173.411  (meters)    3849.77   (feet)  POSTED    
 CD0185  ___________________________________________________________________
 CD0185  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CD0185  DYNAMIC HT  -        1171.580 (meters)    3843.76  (feet)  COMP
 CD0185  MODELED GRAV-     979,041.9   (mgal)                       NAVD 88
 CD0185
 CD0185  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CD0185
 CD0185.The horizontal coordinates were scaled from a topographic map and have
 CD0185.an estimated accuracy of +/- 6 seconds.
 CD0185
 CD0185.The orthometric height was determined by differential leveling
 CD0185.and adjusted by the National Geodetic Survey in 1992..
 CD0185.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CD0185.rate of 1.1 thru 2.0 mm/km.
 CD0185
 CD0185.The geoid height was determined by GEOID03.
 CD0185
 CD0185.The dynamic height is computed by dividing the NAVD 88
 CD0185.geopotential number by the normal gravity value computed on the
 CD0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0185.degrees latitude (g = 980.6199 gals.).
 CD0185
 CD0185.The modeled gravity was interpolated from observed gravity values.
 CD0185
 CD0185;                    North         East    Units  Estimated Accuracy
 CD0185;SPC TX C     - 3,162,040.      289,910.      MT  (+/- 180 meters Scaled)
 CD0185
 CD0185                          SUPERSEDED SURVEY CONTROL
 CD0185
 CD0185  NGVD 29 (??/??/92) 1172.925  (m)         3848.17   (f) ADJ UNCH    1 2
 CD0185
 CD0185.Superseded values are not recommended for survey control.
 CD0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0185.See file dsdata.txt to determine how the superseded data were derived.
 CD0185
 CD0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ351359(NAD 83)
 CD0185_MARKER: DD = SURVEY DISK
 CD0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0185_STAMPING: 3848.194 VN HRN 3848.4 1903
 CD0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0185
 CD0185  HISTORY     - Date     Condition        Report By
 CD0185  HISTORY     - 1903     MONUMENTED       USGS
 CD0185  HISTORY     - 1956     GOOD             NGS
 CD0185
 CD0185                          STATION DESCRIPTION
 CD0185
 CD0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0185'4.4 MI W FROM PLATEAU.
 CD0185'4.4 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0185'FOREMANS HOUSE AT PLATEAU, 30.4 FEET SOUTHEAST OF THE 14TH POLE WEST
 CD0185'OF MILEPOST 723, 51 FEET SOUTH OF THE SOUTH RAIL, 3.5 FEET SOUTH OF A
 CD0185'FENCE, 3 FEET SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2
 CD0185'INCH IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1080 ***********************************************************************
 CS1080  DESIGNATION -  385
 CS1080  PID         -  CS1080
 CS1080  STATE/COUNTY-  TX/DALLAS
 CS1080  USGS QUAD   -  OAK CLIFF (1981)
 CS1080
 CS1080                         *CURRENT SURVEY CONTROL
 CS1080  ___________________________________________________________________
 CS1080* NAD 83(1986)-  32 41 10.     (N)    096 47 18.     (W)     SCALED    
 CS1080* NAVD 88     -       150.210  (meters)     492.81   (feet)  ADJUSTED  
 CS1080  ___________________________________________________________________
 CS1080  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CS1080  DYNAMIC HT  -         150.037 (meters)     492.25  (feet)  COMP
 CS1080  MODELED GRAV-     979,484.1   (mgal)                       NAVD 88
 CS1080
 CS1080  VERT ORDER  -  FIRST     CLASS II
 CS1080
 CS1080.The horizontal coordinates were scaled from a topographic map and have
 CS1080.an estimated accuracy of +/- 6 seconds.
 CS1080
 CS1080.The orthometric height was determined by differential leveling
 CS1080.and adjusted by the National Geodetic Survey in June 1991..
 CS1080
 CS1080.The geoid height was determined by GEOID03.
 CS1080
 CS1080.The dynamic height is computed by dividing the NAVD 88
 CS1080.geopotential number by the normal gravity value computed on the
 CS1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1080.degrees latitude (g = 980.6199 gals.).
 CS1080
 CS1080.The modeled gravity was interpolated from observed gravity values.
 CS1080
 CS1080;                    North         East    Units  Estimated Accuracy
 CS1080;SPC TXNC     - 2,114,350.      760,500.      MT  (+/- 180 meters Scaled)
 CS1080
 CS1080                          SUPERSEDED SURVEY CONTROL
 CS1080
 CS1080  NGVD 29 (??/??/92)  150.220  (m)          492.85   (f) ADJ UNCH    1 2
 CS1080
 CS1080.Superseded values are not recommended for survey control.
 CS1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1080.See file dsdata.txt to determine how the superseded data were derived.
 CS1080
 CS1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB073186(NAD 83)
 CS1080_MARKER: DB = BENCH MARK DISK
 CS1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1080_STAMPING: 385
 CS1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1080+STABILITY: SURFACE MOTION
 CS1080
 CS1080  HISTORY     - Date     Condition        Report By
 CS1080  HISTORY     - UNK      MONUMENTED       TXGS
 CS1080  HISTORY     - 1947     GOOD             NGS
 CS1080  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS1080  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1080
 CS1080                          STATION DESCRIPTION
 CS1080
 CS1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1080'IN DALLAS.
 CS1080'AT DALLAS, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF LEDBETTER
 CS1080'DRIVE AND KINGFISHER ROAD, 89.3 FEET SOUTHWEST OF THE EXTENDED CENTER
 CS1080'LINE OF KINGFISHER ROAD, 45.0 FEET SOUTHEAST OF AND ABOUT LEVEL WITH
 CS1080'THE CENTER LINE OF LEDBETTER DRIVE, 56.0 FEET NORTHEAST OF A POWER
 CS1080'POLE AND 28.0 FEET SOUTHWEST OF A MANHOLE.  A BRONZE DISK SET IN THE
 CS1080'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 CS1080
 CS1080                          STATION RECOVERY (1966)
 CS1080
 CS1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1080'MARK NOT FOUND.
 CS1080
 CS1080                          STATION RECOVERY (2000)
 CS1080
 CS1080'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0631 ***********************************************************************
 CA0631  DESIGNATION -  385 A
 CA0631  PID         -  CA0631
 CA0631  STATE/COUNTY-  TX/COLEMAN
 CA0631  USGS QUAD   -  NOVICE EAST (1987)
 CA0631
 CA0631                         *CURRENT SURVEY CONTROL
 CA0631  ___________________________________________________________________
 CA0631* NAD 83(1986)-  31 53 16.     (N)    099 30 48.     (W)     SCALED    
 CA0631* NAVD 88     -       567.78   (+/-2cm)    1862.8    (feet)  VERTCON   
 CA0631  ___________________________________________________________________
 CA0631  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CA0631
 CA0631  VERT ORDER  -  ? (See Below)
 CA0631
 CA0631.The horizontal coordinates were scaled from a topographic map and have
 CA0631.an estimated accuracy of +/- 6 seconds.
 CA0631
 CA0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0631.The vertical order pertains to the NGVD 29 superseded value.
 CA0631
 CA0631.The geoid height was determined by GEOID03.
 CA0631
 CA0631;                    North         East    Units  Estimated Accuracy
 CA0631;SPC TX C     - 3,246,520.      777,580.      MT  (+/- 180 meters Scaled)
 CA0631
 CA0631                          SUPERSEDED SURVEY CONTROL
 CA0631
 CA0631  NGVD 29 (??/??/92)  567.650  (m)         1862.37   (f) ADJ UNCH    ?  
 CA0631
 CA0631.Superseded values are not recommended for survey control.
 CA0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0631.See file dsdata.txt to determine how the superseded data were derived.
 CA0631
 CA0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA514281(NAD 83)
 CA0631_MARKER: X = CHISELED CROSS
 CA0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0631_SP_SET: CULVERT
 CA0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0631
 CA0631  HISTORY     - Date     Condition        Report By
 CA0631  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0631  HISTORY     - 1931     GOOD             NGS
 CA0631  HISTORY     - 1935     GOOD             NGS
 CA0631
 CA0631                          STATION DESCRIPTION
 CA0631
 CA0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0631'6.5 MI SE FROM SILVER VALLEY.
 CA0631'6.5 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0631'SILVER VALLEY, COLEMAN COUNTY, 13 POLES EAST OF MILEPOST 386, ON
 CA0631'CONCRETE CULVERT 385 A, AND NORTH OF THE TRACK.  A CHISELED CROSS.
 CA0631
 CA0631                          STATION RECOVERY (1935)
 CA0631
 CA0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0279 ***********************************************************************
 DM0279  DESIGNATION -  386
 DM0279  PID         -  DM0279
 DM0279  STATE/COUNTY-  TX/CAMP
 DM0279  USGS QUAD   -  HARVARD (1963)
 DM0279
 DM0279                         *CURRENT SURVEY CONTROL
 DM0279  ___________________________________________________________________
 DM0279* NAD 83(1986)-  33 00 03.     (N)    094 58 05.     (W)     SCALED    
 DM0279* NAVD 88     -       117.638  (meters)     385.95   (feet)  ADJUSTED  
 DM0279  ___________________________________________________________________
 DM0279  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0279  DYNAMIC HT  -         117.508 (meters)     385.52  (feet)  COMP
 DM0279  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 DM0279
 DM0279  VERT ORDER  -  SECOND    CLASS 0
 DM0279
 DM0279.The horizontal coordinates were scaled from a topographic map and have
 DM0279.an estimated accuracy of +/- 6 seconds.
 DM0279
 DM0279.The orthometric height was determined by differential leveling
 DM0279.and adjusted by the National Geodetic Survey in June 1991..
 DM0279
 DM0279.The geoid height was determined by GEOID03.
 DM0279
 DM0279.The dynamic height is computed by dividing the NAVD 88
 DM0279.geopotential number by the normal gravity value computed on the
 DM0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0279.degrees latitude (g = 980.6199 gals.).
 DM0279
 DM0279.The modeled gravity was interpolated from observed gravity values.
 DM0279
 DM0279;                    North         East    Units  Estimated Accuracy
 DM0279;SPC TXNC     - 2,153,490.      929,960.      MT  (+/- 180 meters Scaled)
 DM0279
 DM0279                          SUPERSEDED SURVEY CONTROL
 DM0279
 DM0279  NGVD 29 (??/??/92)  117.653  (m)          386.00   (f) ADJ UNCH    2 0
 DM0279
 DM0279.Superseded values are not recommended for survey control.
 DM0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0279.See file dsdata.txt to determine how the superseded data were derived.
 DM0279
 DM0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS161531(NAD 83)
 DM0279_MARKER: P = PIPE CAP
 DM0279_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0279_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0279_STAMPING: 386 STA 50 1903
 DM0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0279
 DM0279  HISTORY     - Date     Condition        Report By
 DM0279  HISTORY     - 1903     MONUMENTED       USGS
 DM0279  HISTORY     - 1934     GOOD             NGS
 DM0279
 DM0279                          STATION DESCRIPTION
 DM0279
 DM0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0279'0.5 MI N FROM PITTSBURG.
 DM0279'LOCATED ABOUT 0.5 MILE N OF THE RAILROAD STATION AT PITTSBURG, CAMP
 DM0279'COUNTY AND ALONG THE ST. LOUIS AND SOUTHWESTERN R R.  21 FEET NW OF
 DM0279'MILE POST 490/25.  33 FEET W OF CENTER OF MAIN TRACK.  AN IRON PIPE
 DM0279'WITH METAL CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0629 ***********************************************************************
 CA0629  DESIGNATION -  386 A
 CA0629  PID         -  CA0629
 CA0629  STATE/COUNTY-  TX/COLEMAN
 CA0629  USGS QUAD   -  NOVICE EAST (1987)
 CA0629
 CA0629                         *CURRENT SURVEY CONTROL
 CA0629  ___________________________________________________________________
 CA0629* NAD 83(1986)-  31 53 43.     (N)    099 31 09.     (W)     SCALED    
 CA0629* NAVD 88     -       572.67   (+/-2cm)    1878.8    (feet)  VERTCON   
 CA0629  ___________________________________________________________________
 CA0629  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CA0629
 CA0629  VERT ORDER  -  ? (See Below)
 CA0629
 CA0629.The horizontal coordinates were scaled from a topographic map and have
 CA0629.an estimated accuracy of +/- 6 seconds.
 CA0629
 CA0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0629.The vertical order pertains to the NGVD 29 superseded value.
 CA0629
 CA0629.The geoid height was determined by GEOID03.
 CA0629
 CA0629;                    North         East    Units  Estimated Accuracy
 CA0629;SPC TX C     - 3,247,350.      777,020.      MT  (+/- 180 meters Scaled)
 CA0629
 CA0629                          SUPERSEDED SURVEY CONTROL
 CA0629
 CA0629  NGVD 29 (??/??/92)  572.536  (m)         1878.40   (f) ADJ UNCH    ?  
 CA0629
 CA0629.Superseded values are not recommended for survey control.
 CA0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0629.See file dsdata.txt to determine how the superseded data were derived.
 CA0629
 CA0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA509289(NAD 83)
 CA0629_MARKER: X = CHISELED CROSS
 CA0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0629_SP_SET: ABUTMENT
 CA0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0629
 CA0629  HISTORY     - Date     Condition        Report By
 CA0629  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0629  HISTORY     - 1931     GOOD             NGS
 CA0629  HISTORY     - 1935     GOOD             NGS
 CA0629
 CA0629                          STATION DESCRIPTION
 CA0629
 CA0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0629'5.8 MI SE FROM SILVER VALLEY.
 CA0629'5.8 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0629'SILVER VALLEY, COLEMAN COUNTY, 3 POLES WEST OF MILEPOST 386, AT
 CA0629'CONCRETE BRIDGE 386 A, AND ON THE NORTH END OF THE EAST ABUTMENT.  A
 CA0629'CHISELED CROSS.
 CA0629
 CA0629                          STATION RECOVERY (1935)
 CA0629
 CA0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0192 ***********************************************************************
 CD0192  DESIGNATION -  3867
 CD0192  PID         -  CD0192
 CD0192  STATE/COUNTY-  TX/CULBERSON
 CD0192  USGS QUAD   -  WILD HORSE (1979)
 CD0192
 CD0192                         *CURRENT SURVEY CONTROL
 CD0192  ___________________________________________________________________
 CD0192* NAD 83(1986)-  31 02 54.     (N)    104 44 04.     (W)     SCALED    
 CD0192* NAVD 88     -      1181.492  (meters)    3876.28   (feet)  POSTED    
 CD0192  ___________________________________________________________________
 CD0192  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0192  DYNAMIC HT  -        1179.640 (meters)    3870.20  (feet)  COMP
 CD0192  MODELED GRAV-     979,034.3   (mgal)                       NAVD 88
 CD0192
 CD0192  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CD0192
 CD0192.The horizontal coordinates were scaled from a topographic map and have
 CD0192.an estimated accuracy of +/- 6 seconds.
 CD0192
 CD0192.The orthometric height was determined by differential leveling
 CD0192.and adjusted by the National Geodetic Survey in 1992..
 CD0192.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CD0192.rate of 2.1 thru 3.0 mm/km.
 CD0192
 CD0192.The geoid height was determined by GEOID03.
 CD0192
 CD0192.The dynamic height is computed by dividing the NAVD 88
 CD0192.geopotential number by the normal gravity value computed on the
 CD0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0192.degrees latitude (g = 980.6199 gals.).
 CD0192
 CD0192.The modeled gravity was interpolated from observed gravity values.
 CD0192
 CD0192;                    North         East    Units  Estimated Accuracy
 CD0192;SPC TX C     - 3,161,470.      280,050.      MT  (+/- 180 meters Scaled)
 CD0192
 CD0192                          SUPERSEDED SURVEY CONTROL
 CD0192
 CD0192  NGVD 29 (??/??/92) 1181.004  (m)         3874.68   (f) ADJ UNCH    1 2
 CD0192
 CD0192.Superseded values are not recommended for survey control.
 CD0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0192.See file dsdata.txt to determine how the superseded data were derived.
 CD0192
 CD0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ253349(NAD 83)
 CD0192_MARKER: DD = SURVEY DISK
 CD0192_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0192_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0192_STAMPING: 3874.710 FT VAN HORN 1903 3867
 CD0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0192
 CD0192  HISTORY     - Date     Condition        Report By
 CD0192  HISTORY     - 1903     MONUMENTED       USGS
 CD0192  HISTORY     - 1956     GOOD             NGS
 CD0192
 CD0192                          STATION DESCRIPTION
 CD0192
 CD0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0192'5.9 MI E FROM VAN HORN.
 CD0192'5.9 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0192'AT VAN HORN, 41 FEET SOUTHWEST OF THE 17TH POLE EAST OF MILEPOST 730,
 CD0192'80.5 FEET SOUTH OF THE SOUTH RAIL, 32 FEET SOUTH OF A FENCE, 1 FOOT
 CD0192'NORTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 CD0192'WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2127 ***********************************************************************
 BX2127  DESIGNATION -  387.01 GCSFRC
 BX2127  PID         -  BX2127
 BX2127  STATE/COUNTY-  TX/JASPER
 BX2127  USGS QUAD   -  HARRISBURG (1984)
 BX2127
 BX2127                         *CURRENT SURVEY CONTROL
 BX2127  ___________________________________________________________________
 BX2127* NAD 83(1986)-  31 04 45.     (N)    093 57 59.     (W)     SCALED    
 BX2127* NAVD 88     -       118.21   (+/-2cm)     387.8    (feet)  VERTCON   
 BX2127  ___________________________________________________________________
 BX2127  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BX2127
 BX2127  VERT ORDER  -  ? (See Below)
 BX2127
 BX2127.The horizontal coordinates were scaled from a topographic map and have
 BX2127.an estimated accuracy of +/- 6 seconds.
 BX2127
 BX2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2127.The vertical order pertains to the NGVD 29 superseded value.
 BX2127
 BX2127.The geoid height was determined by GEOID03.
 BX2127
 BX2127;                    North         East    Units  Estimated Accuracy
 BX2127;SPC TX C     - 3,173,960.    1,307,160.      MT  (+/- 180 meters Scaled)
 BX2127
 BX2127                          SUPERSEDED SURVEY CONTROL
 BX2127
 BX2127  NGVD 29 (??/??/??)  118.208  (m)          387.82   (f) ADJUSTED    ?  
 BX2127
 BX2127.Superseded values are not recommended for survey control.
 BX2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2127.See file dsdata.txt to determine how the superseded data were derived.
 BX2127
 BX2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ078387(NAD 83)
 BX2127_MARKER: Z = SEE DESCRIPTION
 BX2127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2127_SP_SET: RAIL
 BX2127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2127
 BX2127  HISTORY     - Date     Condition        Report By
 BX2127  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2127  HISTORY     - 1932     GOOD             CGS
 BX2127  HISTORY     - 1934     GOOD             CGS
 BX2127
 BX2127                          STATION DESCRIPTION
 BX2127
 BX2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX2127'11.3 MI N FROM JASPER.
 BX2127'11.3 MILES NORTH OF THE STATION AT JASPER ON THE G.C. AND S.F.R.R.,
 BX2127'VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION 387.01
 BX2127'FEET, 30 FEET WEST OF THE TRACK, 3 FEET WEST OF MILE POLE NO. 85, 75
 BX2127'FEET SOUTHWEST OF MILE RAIL NO. 85.
 BX2127
 BX2127                          STATION RECOVERY (1934)
 BX2127
 BX2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BX2127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0075 ***********************************************************************
 CE0075  DESIGNATION -  3873
 CE0075  PID         -  CE0075
 CE0075  STATE/COUNTY-  TX/EL PASO
 CE0075  USGS QUAD   -  EL PASO (1997)
 CE0075
 CE0075                         *CURRENT SURVEY CONTROL
 CE0075  ___________________________________________________________________
 CE0075* NAD 83(1986)-  31 50 02.     (N)    106 25 36.     (W)     SCALED    
 CE0075* NAVD 88     -      1181.424  (meters)    3876.06   (feet)  POSTED    
 CE0075  ___________________________________________________________________
 CE0075  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CE0075  DYNAMIC HT  -        1179.630 (meters)    3870.17  (feet)  COMP
 CE0075  MODELED GRAV-     979,081.5   (mgal)                       NAVD 88
 CE0075
 CE0075  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CE0075
 CE0075.The horizontal coordinates were scaled from a topographic map and have
 CE0075.an estimated accuracy of +/- 6 seconds.
 CE0075
 CE0075.The orthometric height was determined by differential leveling
 CE0075.and adjusted by the National Geodetic Survey in 1992..
 CE0075.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CE0075.rate of 3.1 thru 4.0 mm/km.
 CE0075
 CE0075.The geoid height was determined by GEOID03.
 CE0075
 CE0075.The dynamic height is computed by dividing the NAVD 88
 CE0075.geopotential number by the normal gravity value computed on the
 CE0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0075.degrees latitude (g = 980.6199 gals.).
 CE0075
 CE0075.The modeled gravity was interpolated from observed gravity values.
 CE0075
 CE0075;                    North         East    Units  Estimated Accuracy
 CE0075;SPC TX C     - 3,256,050.      123,480.      MT  (+/- 180 meters Scaled)
 CE0075
 CE0075                          SUPERSEDED SURVEY CONTROL
 CE0075
 CE0075  NGVD 29 (??/??/92) 1180.894  (m)         3874.32   (f) ADJ UNCH    1 2
 CE0075
 CE0075.Superseded values are not recommended for survey control.
 CE0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0075.See file dsdata.txt to determine how the superseded data were derived.
 CE0075
 CE0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR649229(NAD 83)
 CE0075_MARKER: P = PIPE CAP
 CE0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0075_SP_SET: IRON POST
 CE0075_STAMPING: 3873
 CE0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0075
 CE0075  HISTORY     - Date     Condition        Report By
 CE0075  HISTORY     - UNK      MONUMENTED       USGS
 CE0075  HISTORY     - 1932     GOOD             NGS
 CE0075  HISTORY     - 1955     MARK NOT FOUND   DOD
 CE0075  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0075
 CE0075                          STATION DESCRIPTION
 CE0075
 CE0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CE0075'7.0 MI NE FROM EL PASO.
 CE0075'7.0 MILES NORTHEAST OF UNION PASSENGER DEPOT 0.1 MILE SOUTH OF
 CE0075'PLANEPORT AND 7 POLES LESS 8 FT. SOUTH OF M.P. 1303 AND 50 FT. WEST OF
 CE0075'THE CENTERLINE OF THE S.P.R.R. TRACKS FLUSH WITH THE GROUND.
 CE0075
 CE0075                          STATION RECOVERY (1955)
 CE0075
 CE0075'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1955
 CE0075'MARK NOT FOUND.
 CE0075
 CE0075                          STATION RECOVERY (1981)
 CE0075
 CE0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3518 ***********************************************************************
 AW3518  DESIGNATION -  387+38.94 800 PT 1937
 AW3518  PID         -  AW3518
 AW3518  STATE/COUNTY-  TX/HARRIS
 AW3518  USGS QUAD   -  LA PORTE (1982)
 AW3518
 AW3518                         *CURRENT SURVEY CONTROL
 AW3518  ___________________________________________________________________
 AW3518* NAD 83(1986)-  29 44 45.     (N)    095 03 53.     (W)     SCALED    
 AW3518* NAVD 88     -         1.35   (+/-2cm)       4.4    (feet)  VERTCON   
 AW3518  ___________________________________________________________________
 AW3518  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3518
 AW3518  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3518
 AW3518.The horizontal coordinates were scaled from a topographic map and have
 AW3518.an estimated accuracy of +/- 6 seconds.
 AW3518
 AW3518.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3518.The vertical order pertains to the NGVD 29 superseded value.
 AW3518
 AW3518.The geoid height was determined by GEOID03.
 AW3518
 AW3518;                    North         East    Units  Estimated Accuracy
 AW3518;SPC TXSC     - 4,218,360.      980,550.      MT  (+/- 180 meters Scaled)
 AW3518
 AW3518                          SUPERSEDED SURVEY CONTROL
 AW3518
 AW3518  NGVD 29 (??/??/92)    1.349  (m)            4.43   (f) ADJ UNCH    1 2
 AW3518
 AW3518.Superseded values are not recommended for survey control.
 AW3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3518.See file dsdata.txt to determine how the superseded data were derived.
 AW3518
 AW3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN003924(NAD 83)
 AW3518_MARKER: DD = SURVEY DISK
 AW3518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3518_STAMPING: 387+38.94 800 P.T. 1937
 AW3518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3518+STABILITY: SURFACE MOTION
 AW3518
 AW3518  HISTORY     - Date     Condition        Report By
 AW3518  HISTORY     - 1937     MONUMENTED       USE
 AW3518  HISTORY     - 1959     GOOD             NGS
 AW3518  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3518
 AW3518                          STATION DESCRIPTION
 AW3518
 AW3518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3518'1.7 MI SE FROM LYNCHBURG.
 AW3518'ABOUT 1.7 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3518'FERRY LANDING AT LYNCHBURG, ABOUT 0.2 MILE SOUTHEAST OF THE MOST
 AW3518'EASTERLY ONE OF TWO SETS OF VALVES OWNED BY THE TEXAS EASTERN GAS
 AW3518'LINE, ABOUT 0.1 MILE SOUTHEAST OF A SIGN MARKING THE GAS LINE, 27 FEET
 AW3518'EAST OF A SMALL HACKBERRY TREE, 6 FEET SOUTHWEST OF THE HIGH WATER
 AW3518'LINE ON THE SOUTHWEST BANK OF THE SHIP CHANNEL, AND IN THE TOP OF A
 AW3518'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- CONSIDERABLE EROSION IN
 AW3518'AREA.  MARK IS BELIEVED TO HAVE BEEN WASHED OUT SINCE IT WAS ONLY 6
 AW3518'FEET FROM THE HIGH WATER LEVEL IN 1959.
 AW3518
 AW3518                          STATION RECOVERY (1964)
 AW3518
 AW3518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0627 ***********************************************************************
 CA0627  DESIGNATION -  388 A
 CA0627  PID         -  CA0627
 CA0627  STATE/COUNTY-  TX/COLEMAN
 CA0627  USGS QUAD   -  NOVICE EAST (1987)
 CA0627
 CA0627                         *CURRENT SURVEY CONTROL
 CA0627  ___________________________________________________________________
 CA0627* NAD 83(1986)-  31 55 37.     (N)    099 31 38.     (W)     SCALED    
 CA0627* NAVD 88     -       590.92   (+/-2cm)    1938.7    (feet)  VERTCON   
 CA0627  ___________________________________________________________________
 CA0627  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CA0627
 CA0627  VERT ORDER  -  ? (See Below)
 CA0627
 CA0627.The horizontal coordinates were scaled from a topographic map and have
 CA0627.an estimated accuracy of +/- 6 seconds.
 CA0627
 CA0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0627.The vertical order pertains to the NGVD 29 superseded value.
 CA0627
 CA0627.The geoid height was determined by GEOID03.
 CA0627
 CA0627;                    North         East    Units  Estimated Accuracy
 CA0627;SPC TX C     - 3,250,850.      776,230.      MT  (+/- 180 meters Scaled)
 CA0627
 CA0627                          SUPERSEDED SURVEY CONTROL
 CA0627
 CA0627  NGVD 29 (??/??/92)  590.777  (m)         1938.24   (f) ADJ UNCH    ?  
 CA0627
 CA0627.Superseded values are not recommended for survey control.
 CA0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0627.See file dsdata.txt to determine how the superseded data were derived.
 CA0627
 CA0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA501324(NAD 83)
 CA0627_MARKER: X = CHISELED CROSS
 CA0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0627_SP_SET: CULVERT
 CA0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0627
 CA0627  HISTORY     - Date     Condition        Report By
 CA0627  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0627  HISTORY     - 1931     GOOD             NGS
 CA0627  HISTORY     - 1935     GOOD             NGS
 CA0627
 CA0627                          STATION DESCRIPTION
 CA0627
 CA0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0627'2.9 MI SE FROM SILVER VALLEY.
 CA0627'2.9 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0627'SILVER VALLEY, COLEMAN COUNTY, 2 POLES NORTH OF MILEPOST 388, AND ON
 CA0627'THE NORTH END OF CONCRETE CULVERT 388 A.  A CHISELED CROSS.
 CA0627
 CA0627                          STATION RECOVERY (1935)
 CA0627
 CA0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0284 ***********************************************************************
 EN0284  DESIGNATION -  3880+05
 EN0284  PID         -  EN0284
 EN0284  STATE/COUNTY-  TX/FLOYD
 EN0284  USGS QUAD   -  STERLEY (1966)
 EN0284
 EN0284                         *CURRENT SURVEY CONTROL
 EN0284  ___________________________________________________________________
 EN0284* NAD 83(1986)-  34 09 24.     (N)    101 25 10.     (W)     SCALED    
 EN0284* NAVD 88     -       998.150  (meters)    3274.76   (feet)  ADJUSTED  
 EN0284  ___________________________________________________________________
 EN0284  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EN0284  DYNAMIC HT  -         996.872 (meters)    3270.57  (feet)  COMP
 EN0284  MODELED GRAV-     979,321.8   (mgal)                       NAVD 88
 EN0284
 EN0284  VERT ORDER  -  FIRST     CLASS II
 EN0284
 EN0284.The horizontal coordinates were scaled from a topographic map and have
 EN0284.an estimated accuracy of +/- 6 seconds.
 EN0284
 EN0284.The orthometric height was determined by differential leveling
 EN0284.and adjusted by the National Geodetic Survey in June 1991..
 EN0284
 EN0284.The geoid height was determined by GEOID03.
 EN0284
 EN0284.The dynamic height is computed by dividing the NAVD 88
 EN0284.geopotential number by the normal gravity value computed on the
 EN0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0284.degrees latitude (g = 980.6199 gals.).
 EN0284
 EN0284.The modeled gravity was interpolated from observed gravity values.
 EN0284
 EN0284;                    North         East    Units  Estimated Accuracy
 EN0284;SPC TXNC     - 2,279,880.      330,800.      MT  (+/- 180 meters Scaled)
 EN0284
 EN0284                          SUPERSEDED SURVEY CONTROL
 EN0284
 EN0284  NGVD 29 (??/??/92)  997.772  (m)         3273.52   (f) ADJ UNCH    1 2
 EN0284
 EN0284.Superseded values are not recommended for survey control.
 EN0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0284.See file dsdata.txt to determine how the superseded data were derived.
 EN0284
 EN0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC769821(NAD 83)
 EN0284_MARKER: Z = SEE DESCRIPTION
 EN0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0284_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0284
 EN0284  HISTORY     - Date     Condition        Report By
 EN0284  HISTORY     - UNK      MONUMENTED       BNRR
 EN0284  HISTORY     - 1958     MARK NOT FOUND   NGS
 EN0284
 EN0284                          STATION DESCRIPTION
 EN0284
 EN0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0284'2.5 MI N FROM LOCKNEY.
 EN0284'2.5 MILES NORTH ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM THE
 EN0284'STATION AT LOCKNEY, FLOYD COUNTY, AT STATION 3880+05 (MILEAGE 310.53),
 EN0284'ABOUT 50 FEET NORTHEAST OF A ROAD CROSSING, ABOUT 50 FEET EAST OF THE
 EN0284'TRACK, AND 4 FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE TOP OF A
 EN0284'CONCRETE-FILLED PIPE PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0181 ***********************************************************************
 CD0181  DESIGNATION -  3889
 CD0181  PID         -  CD0181
 CD0181  STATE/COUNTY-  TX/CULBERSON
 CD0181  USGS QUAD   -  PLATEAU (1979)
 CD0181
 CD0181                         *CURRENT SURVEY CONTROL
 CD0181  ___________________________________________________________________
 CD0181* NAD 83(1986)-  31 03 40.     (N)    104 34 55.     (W)     SCALED    
 CD0181* NAVD 88     -      1188.338  (meters)    3898.74   (feet)  POSTED    
 CD0181  ___________________________________________________________________
 CD0181  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 CD0181  DYNAMIC HT  -        1186.490 (meters)    3892.68  (feet)  COMP
 CD0181  MODELED GRAV-     979,044.1   (mgal)                       NAVD 88
 CD0181
 CD0181  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0181
 CD0181.The horizontal coordinates were scaled from a topographic map and have
 CD0181.an estimated accuracy of +/- 6 seconds.
 CD0181
 CD0181.The orthometric height was determined by differential leveling
 CD0181.and adjusted by the National Geodetic Survey in 1992..
 CD0181.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0181.rate of 0.0 thru 1.0 mm/km.
 CD0181
 CD0181.The geoid height was determined by GEOID03.
 CD0181
 CD0181.The dynamic height is computed by dividing the NAVD 88
 CD0181.geopotential number by the normal gravity value computed on the
 CD0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0181.degrees latitude (g = 980.6199 gals.).
 CD0181
 CD0181.The modeled gravity was interpolated from observed gravity values.
 CD0181
 CD0181;                    North         East    Units  Estimated Accuracy
 CD0181;SPC TX C     - 3,162,320.      294,650.      MT  (+/- 180 meters Scaled)
 CD0181
 CD0181                          SUPERSEDED SURVEY CONTROL
 CD0181
 CD0181  NGVD 29 (??/??/92) 1187.849  (m)         3897.13   (f) ADJ UNCH    1 2
 CD0181
 CD0181.Superseded values are not recommended for survey control.
 CD0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0181.See file dsdata.txt to determine how the superseded data were derived.
 CD0181
 CD0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ398364(NAD 83)
 CD0181_MARKER: DD = SURVEY DISK
 CD0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0181_STAMPING: 3897.292 VN HRN 1903
 CD0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0181+STABILITY: SURFACE MOTION
 CD0181
 CD0181  HISTORY     - Date     Condition        Report By
 CD0181  HISTORY     - 1903     MONUMENTED       USGS
 CD0181  HISTORY     - 1956     GOOD             NGS
 CD0181
 CD0181                          STATION DESCRIPTION
 CD0181
 CD0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0181'1.45 MI W FROM PLATEAU.
 CD0181'1.45 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0181'FOREMANS HOUSE AT PLATEAU, 59.7 FEET SOUTHWEST OF THE 16TH POLE WEST
 CD0181'OF MILEPOST 720, 63.4 FEET SOUTH OF THE SOUTH RAIL, 86 FEET NORTH OF
 CD0181'THE CENTER LINE OF AN OLD ROAD, 15.9 FEET SOUTH OF A FENCE, 6.8 FEET
 CD0181'NORTH OF A WITNESS POST, IN THE SOUTH SIDE OF A MESQUITE BUSH,
 CD0181'RIVEDTED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT
 CD0181'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0125 ***********************************************************************
 CE0125  DESIGNATION -  3892.46
 CE0125  PID         -  CE0125
 CE0125  STATE/COUNTY-  TX/EL PASO
 CE0125  USGS QUAD   -  EL PASO (1997)
 CE0125
 CE0125                         *CURRENT SURVEY CONTROL
 CE0125  ___________________________________________________________________
 CE0125* NAD 83(1986)-  31 49 43.     (N)    106 24 21.     (W)     SCALED    
 CE0125* NAVD 88     -      1186.976  (meters)    3894.27   (feet)  POSTED    
 CE0125  ___________________________________________________________________
 CE0125  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CE0125  DYNAMIC HT  -        1185.170 (meters)    3888.35  (feet)  COMP
 CE0125  MODELED GRAV-     979,074.7   (mgal)                       NAVD 88
 CE0125
 CE0125  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CE0125
 CE0125.The horizontal coordinates were scaled from a topographic map and have
 CE0125.an estimated accuracy of +/- 6 seconds.
 CE0125
 CE0125.The orthometric height was determined by differential leveling
 CE0125.and adjusted by the National Geodetic Survey in 1992..
 CE0125.No vertical observational check was made to the station.
 CE0125.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CE0125.was located on a no-check spur therefore a value was not computed.
 CE0125
 CE0125.The geoid height was determined by GEOID03.
 CE0125
 CE0125.The dynamic height is computed by dividing the NAVD 88
 CE0125.geopotential number by the normal gravity value computed on the
 CE0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0125.degrees latitude (g = 980.6199 gals.).
 CE0125
 CE0125.The modeled gravity was interpolated from observed gravity values.
 CE0125
 CE0125;                    North         East    Units  Estimated Accuracy
 CE0125;SPC TX C     - 3,255,360.      125,420.      MT  (+/- 180 meters Scaled)
 CE0125
 CE0125                          SUPERSEDED SURVEY CONTROL
 CE0125
 CE0125  NGVD 29 (??/??/92) 1186.454  (m)         3892.56   (f) ADJ UNCH    1 2
 CE0125
 CE0125.Superseded values are not recommended for survey control.
 CE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0125.See file dsdata.txt to determine how the superseded data were derived.
 CE0125
 CE0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR669223(NAD 83)
 CE0125_MARKER: DD = SURVEY DISK
 CE0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0125_SP_SET: FOUNDATION
 CE0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0125
 CE0125  HISTORY     - Date     Condition        Report By
 CE0125  HISTORY     - UNK      MONUMENTED       DOD
 CE0125  HISTORY     - 1945     GOOD             NGS
 CE0125  HISTORY     - 1954     MARK NOT FOUND   NGS
 CE0125
 CE0125                          STATION DESCRIPTION
 CE0125
 CE0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CE0125'8.2 MI NE FROM EL PASO.
 CE0125'6.4 MILES NORTHEAST OF THE UNION STATION AT EL PASO ALONG THE SOUTHERN
 CE0125'PACIFIC RAILROAD TO THE BIGGS FIELD ROAD CROSSING AT PLANEPORT, 1.45
 CE0125'MILE EAST ALONG THE BIGGS FIELD ROAD TO GATE NO. 1, 0.35 MILE NORTH OF
 CE0125'THE ENTRANCE OF GATE NO. 1, AT THE SOUTHWEST CORNER OF FT. BLISS
 CE0125'BALLOON HANGAR, 1 FOOT BELOW THE SURFACE, INCASED IN AN 8 INCH IRON
 CE0125'PIPE WHICH PROJECTS 1 FOOT ABOVE THE SURFACE.
 CE0125
 CE0125                          STATION RECOVERY (1954)
 CE0125
 CE0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0082 ***********************************************************************
 CE0082  DESIGNATION -  3899
 CE0082  PID         -  CE0082
 CE0082  STATE/COUNTY-  TX/EL PASO
 CE0082  USGS QUAD   -  EL PASO (1997)
 CE0082
 CE0082                         *CURRENT SURVEY CONTROL
 CE0082  ___________________________________________________________________
 CE0082* NAD 83(1986)-  31 52 19.     (N)    106 24 14.     (W)     SCALED    
 CE0082* NAVD 88     -      1189.069  (meters)    3901.14   (feet)  POSTED    
 CE0082  ___________________________________________________________________
 CE0082  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CE0082  DYNAMIC HT  -        1187.260 (meters)    3895.20  (feet)  COMP
 CE0082  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 CE0082
 CE0082  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CE0082
 CE0082.The horizontal coordinates were scaled from a topographic map and have
 CE0082.an estimated accuracy of +/- 6 seconds.
 CE0082
 CE0082.The orthometric height was determined by differential leveling
 CE0082.and adjusted by the National Geodetic Survey in 1992..
 CE0082.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CE0082.rate of 2.1 thru 3.0 mm/km.
 CE0082
 CE0082.The geoid height was determined by GEOID03.
 CE0082
 CE0082.The dynamic height is computed by dividing the NAVD 88
 CE0082.geopotential number by the normal gravity value computed on the
 CE0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0082.degrees latitude (g = 980.6199 gals.).
 CE0082
 CE0082.The modeled gravity was interpolated from observed gravity values.
 CE0082
 CE0082;                    North         East    Units  Estimated Accuracy
 CE0082;SPC TX C     - 3,260,150.      125,870.      MT  (+/- 180 meters Scaled)
 CE0082
 CE0082                          SUPERSEDED SURVEY CONTROL
 CE0082
 CE0082  NGVD 29 (??/??/92) 1188.53   (m)         3899.4    (f) COMPUTED    1 2
 CE0082
 CE0082.Superseded values are not recommended for survey control.
 CE0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0082.See file dsdata.txt to determine how the superseded data were derived.
 CE0082
 CE0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR672271(NAD 83)
 CE0082_MARKER: P = PIPE CAP
 CE0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0082_SP_SET: IRON PIPE
 CE0082_STAMPING: 3899.369
 CE0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0082
 CE0082  HISTORY     - Date     Condition        Report By
 CE0082  HISTORY     - UNK      MONUMENTED       USGS
 CE0082  HISTORY     - 1954     GOOD             NGS
 CE0082  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0082
 CE0082                          STATION DESCRIPTION
 CE0082
 CE0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CE0082'9.8 MI NE FROM EL PASO.
 CE0082'9.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0082'STATION AT EL PASO, 22 FEET NORTHWEST OF THE 7TH POLE SOUTH OF
 CE0082'MILEPOST 1306, 46 FEET WEST OF THE WEST RAIL, 1.2 FEET EAST OF A
 CE0082'FENCE, 3 FEET NORTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2
 CE0082'INCH IRON PIPE WHICH PROJECTS 1.5 FEET ABOVE THE GROUND.
 CE0082
 CE0082                          STATION RECOVERY (1981)
 CE0082
 CE0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4024 ***********************************************************************
 AW4024  DESIGNATION -  39
 AW4024  PID         -  AW4024
 AW4024  STATE/COUNTY-  TX/BRAZORIA
 AW4024  USGS QUAD   -  JULIFF (1974)
 AW4024
 AW4024                         *CURRENT SURVEY CONTROL
 AW4024  ___________________________________________________________________
 AW4024* NAD 83(1986)-  29 28 47.     (N)    095 24 09.     (W)     SCALED    
 AW4024* NAVD 88     -        18.17   (+/-2cm)      59.6    (feet)  VERTCON   
 AW4024  ___________________________________________________________________
 AW4024  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW4024
 AW4024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4024
 AW4024.The horizontal coordinates were scaled from a topographic map and have
 AW4024.an estimated accuracy of +/- 6 seconds.
 AW4024
 AW4024.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4024.The vertical order pertains to the NGVD 29 superseded value.
 AW4024
 AW4024.The geoid height was determined by GEOID03.
 AW4024
 AW4024;                    North         East    Units  Estimated Accuracy
 AW4024;SPC TXSC     - 4,187,830.      948,800.      MT  (+/- 180 meters Scaled)
 AW4024
 AW4024                          SUPERSEDED SURVEY CONTROL
 AW4024
 AW4024  NGVD 29 (??/??/92)   18.162  (m)           59.59   (f) ADJ UNCH    2 0
 AW4024
 AW4024.Superseded values are not recommended for survey control.
 AW4024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4024.See file dsdata.txt to determine how the superseded data were derived.
 AW4024
 AW4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN670635(NAD 83)
 AW4024_MARKER: Z = SEE DESCRIPTION
 AW4024_SETTING: 0 = UNSPECIFIED SETTING
 AW4024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4024
 AW4024  HISTORY     - Date     Condition        Report By
 AW4024  HISTORY     - UNK      MONUMENTED       GCSFRC
 AW4024  HISTORY     - 1935     GOOD             NGS
 AW4024  HISTORY     - 1942     GOOD             NGS
 AW4024
 AW4024                          STATION DESCRIPTION
 AW4024
 AW4024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AW4024'3.0 MI W FROM MANVEL.
 AW4024'3.0 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4024'STATION AT MANVEL, BRAZORIA COUNTY, AT METAL MILEPOST 39, AND 10 FEET
 AW4024'NORTH OF THE CENTER LINE OF THE TRACK.  THE HIGHEST POINT OF A
 AW4024'VERTICAL SECTION OF RAIL PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 AW4024
 AW4024                          STATION RECOVERY (1942)
 AW4024
 AW4024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AW4024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0381 ***********************************************************************
 CU0381  DESIGNATION -  39 WDC
 CU0381  PID         -  CU0381
 CU0381  STATE/COUNTY-  TX/COKE
 CU0381  USGS QUAD   -  SILVER (1987)
 CU0381
 CU0381                         *CURRENT SURVEY CONTROL
 CU0381  ___________________________________________________________________
 CU0381* NAD 83(1986)-  32 04 08.     (N)    100 38 22.     (W)     SCALED    
 CU0381* NAVD 88     -       665.710  (meters)    2184.08   (feet)  ADJUSTED  
 CU0381  ___________________________________________________________________
 CU0381  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CU0381  DYNAMIC HT  -         664.821 (meters)    2181.17  (feet)  COMP
 CU0381  MODELED GRAV-     979,281.7   (mgal)                       NAVD 88
 CU0381
 CU0381  VERT ORDER  -  SECOND    CLASS 0
 CU0381
 CU0381.The horizontal coordinates were scaled from a topographic map and have
 CU0381.an estimated accuracy of +/- 6 seconds.
 CU0381
 CU0381.The orthometric height was determined by differential leveling
 CU0381.and adjusted by the National Geodetic Survey in June 1991..
 CU0381
 CU0381.The geoid height was determined by GEOID03.
 CU0381
 CU0381.The dynamic height is computed by dividing the NAVD 88
 CU0381.geopotential number by the normal gravity value computed on the
 CU0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0381.degrees latitude (g = 980.6199 gals.).
 CU0381
 CU0381.The modeled gravity was interpolated from observed gravity values.
 CU0381
 CU0381;                    North         East    Units  Estimated Accuracy
 CU0381;SPC TX C     - 3,266,360.      671,100.      MT  (+/- 180 meters Scaled)
 CU0381
 CU0381                          SUPERSEDED SURVEY CONTROL
 CU0381
 CU0381  NGVD 29 (??/??/92)  665.504  (m)         2183.41   (f) ADJ UNCH    2 0
 CU0381
 CU0381.Superseded values are not recommended for survey control.
 CU0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0381.See file dsdata.txt to determine how the superseded data were derived.
 CU0381
 CU0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA452492(NAD 83)
 CU0381_MARKER: DD = SURVEY DISK
 CU0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0381_STAMPING: 39 WDC 1958 2183
 CU0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0381+STABILITY: SURFACE MOTION
 CU0381
 CU0381  HISTORY     - Date     Condition        Report By
 CU0381  HISTORY     - 1958     MONUMENTED       USGS
 CU0381  HISTORY     - 1961     GOOD             NGS
 CU0381
 CU0381                          STATION DESCRIPTION
 CU0381
 CU0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0381'3.6 MI SE FROM SILVER.
 CU0381'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0381'AT SILVER, THENCE 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 208, 0.45
 CU0381'MILE SOUTHEAST OF A FARMHOUSE, ABOUT 0.3 MILE NORTHWEST OF A STEEL
 CU0381'WINDMILL ON THE CREST OF A HILL, 0.2 MILE NORTHWEST ALONG THE HIGHWAY
 CU0381'FROM A CUT IN A HILL, 76 FEET NORTHEAST OF THE CENTER LINE OF THE
 CU0381'HIGHWAY, 4 FEET SOUTH OF A TELEPHONE POLE MARKED WITH THE LETTERS
 CU0381'USBM, 4 FEET SOUTHWEST OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND
 CU0381'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1512 ***********************************************************************
 BY1512  DESIGNATION -  391.2
 BY1512  PID         -  BY1512
 BY1512  STATE/COUNTY-  TX/HOUSTON
 BY1512  USGS QUAD   -  KENNARD (1951)
 BY1512
 BY1512                         *CURRENT SURVEY CONTROL
 BY1512  ___________________________________________________________________
 BY1512* NAD 83(1986)-  31 18 22.     (N)    095 14 44.     (W)     SCALED    
 BY1512* NAVD 88     -       119.16   (+/-2cm)     390.9    (feet)  VERTCON   
 BY1512  ___________________________________________________________________
 BY1512  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1512
 BY1512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1512
 BY1512.The horizontal coordinates were scaled from a topographic map and have
 BY1512.an estimated accuracy of +/- 6 seconds.
 BY1512
 BY1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1512.The vertical order pertains to the NGVD 29 superseded value.
 BY1512
 BY1512.The geoid height was determined by GEOID03.
 BY1512
 BY1512;                    North         East    Units  Estimated Accuracy
 BY1512;SPC TX C     - 3,192,820.    1,184,130.      MT  (+/- 180 meters Scaled)
 BY1512
 BY1512                          SUPERSEDED SURVEY CONTROL
 BY1512
 BY1512  NGVD 29 (??/??/92)  119.172  (m)          390.98   (f) ADJ UNCH    2 0
 BY1512
 BY1512.Superseded values are not recommended for survey control.
 BY1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1512.See file dsdata.txt to determine how the superseded data were derived.
 BY1512
 BY1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ862657(NAD 83)
 BY1512_MARKER: Z = SEE DESCRIPTION
 BY1512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1512_SP_SET: TREE
 BY1512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1512
 BY1512  HISTORY     - Date     Condition        Report By
 BY1512  HISTORY     - UNK      MONUMENTED       USGS
 BY1512  HISTORY     - 1948     GOOD             NGS
 BY1512
 BY1512                          STATION DESCRIPTION
 BY1512
 BY1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1512'7.19 MI S FROM KENNARD.
 BY1512'4.25 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1512'SERVICE ROAD NO. 25 AT KENNARD, THENCE 2.9 MILES SOUTH ALONG FOREST
 BY1512'SERVICE ROAD NO. 14, IN THE NORTHWEST ANGLE OF A ROAD JUNCTION (A
 BY1512'TRAIL ALSO LEADS EAST FROM THE JUNCTION), 57.0 FEET NORTH OF THE
 BY1512'CENTER LINE OF THE ROAD LEADING WEST TO ARBOR, 39.0 FEET WEST OF THE
 BY1512'CENTER LINE OF FOREST SERVICE ROAD NO. 14, DRIVEN INTO THE TOP OF A
 BY1512'ROOT ON THE NORTHWEST SIDE OF A 10-INCH OAK TREE, 0.2 FOOT NORTHWEST
 BY1512'OF THE NORTHWEST FACE OF THE TREE, 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0292 ***********************************************************************
 BA0292  DESIGNATION -  3917
 BA0292  PID         -  BA0292
 BA0292  STATE/COUNTY-  TX/BREWSTER
 BA0292  USGS QUAD   -  BUCK HILL (1983)
 BA0292
 BA0292                         *CURRENT SURVEY CONTROL
 BA0292  ___________________________________________________________________
 BA0292* NAD 83(1986)-  29 46 11.     (N)    103 34 47.     (W)     SCALED    
 BA0292* NAVD 88     -      1195.503  (meters)    3922.25   (feet)  ADJUSTED  
 BA0292  ___________________________________________________________________
 BA0292  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 BA0292  DYNAMIC HT  -        1193.542 (meters)    3915.81  (feet)  COMP
 BA0292  MODELED GRAV-     978,960.7   (mgal)                       NAVD 88
 BA0292
 BA0292  VERT ORDER  -  SECOND    CLASS 0
 BA0292
 BA0292.The horizontal coordinates were scaled from a topographic map and have
 BA0292.an estimated accuracy of +/- 6 seconds.
 BA0292
 BA0292.The orthometric height was determined by differential leveling
 BA0292.and adjusted by the National Geodetic Survey in June 1991..
 BA0292
 BA0292.The geoid height was determined by GEOID03.
 BA0292
 BA0292.The dynamic height is computed by dividing the NAVD 88
 BA0292.geopotential number by the normal gravity value computed on the
 BA0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0292.degrees latitude (g = 980.6199 gals.).
 BA0292
 BA0292.The modeled gravity was interpolated from observed gravity values.
 BA0292
 BA0292;                    North         East    Units  Estimated Accuracy
 BA0292;SPC TXSC     - 4,223,280.      157,260.      MT  (+/- 180 meters Scaled)
 BA0292
 BA0292                          SUPERSEDED SURVEY CONTROL
 BA0292
 BA0292  NGVD 29 (??/??/92) 1195.028  (m)         3920.69   (f) ADJ UNCH    2 0
 BA0292
 BA0292.Superseded values are not recommended for survey control.
 BA0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0292.See file dsdata.txt to determine how the superseded data were derived.
 BA0292
 BA0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN373941(NAD 83)
 BA0292_MARKER: P = PIPE CAP
 BA0292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BA0292_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BA0292_STAMPING: 3917 MARFA
 BA0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0292
 BA0292  HISTORY     - Date     Condition        Report By
 BA0292  HISTORY     - UNK      MONUMENTED       USGS
 BA0292  HISTORY     - 1958     GOOD             NGS
 BA0292  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0292
 BA0292                          STATION DESCRIPTION
 BA0292
 BA0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0292'36.65 MI N FROM TERLINGUA.
 BA0292'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0292'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0292'THENCE ABOUT 21.25 MILES NORTH ALONG STATE HIGHWAY 118.  70 1/2 FEET
 BA0292'WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 200 FEET NORTHWEST OF A
 BA0292'CURVE ON A HILL, 161 FEET NORTHWEST OF THE WEST END OF TWO 24-INCH
 BA0292'STEEL CULVERTS, 7 1/2 FEET WEST OF THE WEST HIGHWAY RIGHT OF WAY
 BA0292'FENCE, 7 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ON THE TOP
 BA0292'OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT.
 BA0292
 BA0292                          STATION RECOVERY (2001)
 BA0292
 BA0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0292'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0145 ***********************************************************************
 CR0145  DESIGNATION -  391.8
 CR0145  PID         -  CR0145
 CR0145  STATE/COUNTY-  TX/RUSK
 CR0145  USGS QUAD   -  HENDERSON (1973)
 CR0145
 CR0145                         *CURRENT SURVEY CONTROL
 CR0145  ___________________________________________________________________
 CR0145* NAD 83(1986)-  32 07 32.     (N)    094 47 09.     (W)     SCALED    
 CR0145* NAVD 88     -       119.521  (meters)     392.13   (feet)  ADJUSTED  
 CR0145  ___________________________________________________________________
 CR0145  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CR0145  DYNAMIC HT  -         119.379 (meters)     391.66  (feet)  COMP
 CR0145  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 CR0145
 CR0145  VERT ORDER  -  SECOND    CLASS 0
 CR0145
 CR0145.The horizontal coordinates were scaled from a topographic map and have
 CR0145.an estimated accuracy of +/- 6 seconds.
 CR0145
 CR0145.The orthometric height was determined by differential leveling
 CR0145.and adjusted by the National Geodetic Survey in June 1991..
 CR0145
 CR0145.The geoid height was determined by GEOID03.
 CR0145
 CR0145.The dynamic height is computed by dividing the NAVD 88
 CR0145.geopotential number by the normal gravity value computed on the
 CR0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0145.degrees latitude (g = 980.6199 gals.).
 CR0145
 CR0145.The modeled gravity was interpolated from observed gravity values.
 CR0145
 CR0145;                    North         East    Units  Estimated Accuracy
 CR0145;SPC TXNC     - 2,057,080.      950,410.      MT  (+/- 180 meters Scaled)
 CR0145
 CR0145                          SUPERSEDED SURVEY CONTROL
 CR0145
 CR0145  NGVD 29 (??/??/92)  119.537  (m)          392.18   (f) ADJ UNCH    2 0
 CR0145
 CR0145.Superseded values are not recommended for survey control.
 CR0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0145.See file dsdata.txt to determine how the superseded data were derived.
 CR0145
 CR0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR315557(NAD 83)
 CR0145_MARKER: Q = CHISELED SQUARE
 CR0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0145_SP_SET: ABUTMENT
 CR0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0145
 CR0145  HISTORY     - Date     Condition        Report By
 CR0145  HISTORY     - UNK      MONUMENTED       USGS
 CR0145  HISTORY     - 1943     GOOD             NGS
 CR0145
 CR0145                          STATION DESCRIPTION
 CR0145
 CR0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CR0145'2.4 MI S FROM HENDERSON.
 CR0145'2.4 MILES SOUTH ALONG STATE HIGHWAY 26 FROM THE COUNTY COURTHOUSE AT
 CR0145'HENDERSON, RUSK COUNTY, AT THE POINT WHERE THE HIGHWAY MAKES A TURN TO
 CR0145'THE WEST, 15 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AT A
 CR0145'BRIDGE, ON THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT, AND ABOUT 6
 CR0145'INCHES LOWER THAN THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0084 ***********************************************************************
 CE0084  DESIGNATION -  3919
 CE0084  PID         -  CE0084
 CE0084  STATE/COUNTY-  TX/EL PASO
 CE0084  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0084
 CE0084                         *CURRENT SURVEY CONTROL
 CE0084  ___________________________________________________________________
 CE0084* NAD 83(1986)-  31 54 34.     (N)    106 22 54.     (W)     SCALED    
 CE0084* NAVD 88     -      1195.409  (meters)    3921.94   (feet)  POSTED    
 CE0084  ___________________________________________________________________
 CE0084  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CE0084  DYNAMIC HT  -        1193.590 (meters)    3915.97  (feet)  COMP
 CE0084  MODELED GRAV-     979,078.2   (mgal)                       NAVD 88
 CE0084
 CE0084  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CE0084
 CE0084.The horizontal coordinates were scaled from a topographic map and have
 CE0084.an estimated accuracy of +/- 6 seconds.
 CE0084
 CE0084.The orthometric height was determined by differential leveling
 CE0084.and adjusted by the National Geodetic Survey in 1992..
 CE0084.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CE0084.rate of 3.1 thru 4.0 mm/km.
 CE0084
 CE0084.The geoid height was determined by GEOID03.
 CE0084
 CE0084.The dynamic height is computed by dividing the NAVD 88
 CE0084.geopotential number by the normal gravity value computed on the
 CE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0084.degrees latitude (g = 980.6199 gals.).
 CE0084
 CE0084.The modeled gravity was interpolated from observed gravity values.
 CE0084
 CE0084;                    North         East    Units  Estimated Accuracy
 CE0084;SPC TX C     - 3,264,180.      128,190.      MT  (+/- 180 meters Scaled)
 CE0084
 CE0084                          SUPERSEDED SURVEY CONTROL
 CE0084
 CE0084  NGVD 29 (??/??/92) 1194.85   (m)         3920.1    (f) COMPUTED    1 2
 CE0084
 CE0084.Superseded values are not recommended for survey control.
 CE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0084.See file dsdata.txt to determine how the superseded data were derived.
 CE0084
 CE0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR693312(NAD 83)
 CE0084_MARKER: P = PIPE CAP
 CE0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0084_SP_SET: IRON POST
 CE0084_STAMPING: 3919
 CE0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0084
 CE0084  HISTORY     - Date     Condition        Report By
 CE0084  HISTORY     - UNK      MONUMENTED       USGS
 CE0084  HISTORY     - 1932     GOOD             NGS
 CE0084  HISTORY     - 1935     GOOD             NGS
 CE0084  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0084  HISTORY     - 19920428 MARK NOT FOUND   USGS
 CE0084
 CE0084                          STATION DESCRIPTION
 CE0084
 CE0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CE0084'12.9 MI NE FROM EL PASO.
 CE0084'12.9 MILES NORTHEAST OF UNION PASSENGER DEPOT 0.3 MILES SOUTH OF
 CE0084'PANCHO AND 7 POLES AND 3 FT. SOUTH OF M.P. 1309 AND 51 FT. WEST OF THE
 CE0084'CENTERLINE OF THE S.P.R.R. TRACKS AND 22 IN. HIGH.
 CE0084
 CE0084                          STATION RECOVERY (1935)
 CE0084
 CE0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CE0084'RECOVERED IN GOOD CONDITION.
 CE0084
 CE0084                          STATION RECOVERY (1981)
 CE0084
 CE0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0084'MARK NOT FOUND.
 CE0084
 CE0084                          STATION RECOVERY (1992)
 CE0084
 CE0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0116 ***********************************************************************
 CE0116  DESIGNATION -  3920.08
 CE0116  PID         -  CE0116
 CE0116  STATE/COUNTY-  TX/EL PASO
 CE0116  USGS QUAD   -  EL PASO (1997)
 CE0116
 CE0116                         *CURRENT SURVEY CONTROL
 CE0116  ___________________________________________________________________
 CE0116* NAD 83(1986)-  31 48 00.     (N)    106 23 34.     (W)     SCALED    
 CE0116* NAVD 88     -      1195.427  (meters)    3922.00   (feet)  POSTED    
 CE0116  ___________________________________________________________________
 CE0116  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0116  DYNAMIC HT  -        1193.600 (meters)    3916.00  (feet)  COMP
 CE0116  MODELED GRAV-     979,066.8   (mgal)                       NAVD 88
 CE0116
 CE0116  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CE0116
 CE0116.The horizontal coordinates were scaled from a topographic map and have
 CE0116.an estimated accuracy of +/- 6 seconds.
 CE0116
 CE0116.The orthometric height was determined by differential leveling
 CE0116.and adjusted by the National Geodetic Survey in 1992..
 CE0116.No vertical observational check was made to the station.
 CE0116.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CE0116.was located on a no-check spur therefore a value was not computed.
 CE0116
 CE0116.The geoid height was determined by GEOID03.
 CE0116
 CE0116.The dynamic height is computed by dividing the NAVD 88
 CE0116.geopotential number by the normal gravity value computed on the
 CE0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0116.degrees latitude (g = 980.6199 gals.).
 CE0116
 CE0116.The modeled gravity was interpolated from observed gravity values.
 CE0116
 CE0116;                    North         East    Units  Estimated Accuracy
 CE0116;SPC TX C     - 3,252,120.      126,480.      MT  (+/- 180 meters Scaled)
 CE0116
 CE0116                          SUPERSEDED SURVEY CONTROL
 CE0116
 CE0116  NGVD 29 (??/??/92) 1194.872  (m)         3920.18   (f) ADJ UNCH    1 2
 CE0116
 CE0116.Superseded values are not recommended for survey control.
 CE0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0116.See file dsdata.txt to determine how the superseded data were derived.
 CE0116
 CE0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR681191(NAD 83)
 CE0116_MARKER: Z = SEE DESCRIPTION
 CE0116_SETTING: 0 = UNSPECIFIED SETTING
 CE0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0116
 CE0116  HISTORY     - Date     Condition        Report By
 CE0116  HISTORY     - UNK      MONUMENTED       CAB
 CE0116  HISTORY     - 1945     GOOD             NGS
 CE0116
 CE0116                          STATION DESCRIPTION
 CE0116
 CE0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CE0116'7.1 MI NE FROM EL PASO.
 CE0116'7.1 MILES NORTHEAST OF THE CITY HALL AT EL PASO ALONG U.S. HIGHWAY 62
 CE0116'AND PAVED ROAD TO THE EL PASO MUNICIPAL AIRPORT (ED ANDERSON FIELD),
 CE0116'170 FEET NORTH OF THE CONTROL TOWER AND THE NORTH ENTRNACE OF THE
 CE0116'MUNICIPAL AIRPORT WAITING ROOM, THE TOP OF A 1 1/4 INCH IRON ROD, 4
 CE0116'INCHES BELOW THE SURFACE OF THE CONCRETE PARKING AREA, INCASED IN A 6
 CE0116'INCH IRON PIPE WITH COVER ON TOP, NUMBERS CUT IN CONCRETE (C.A.A.
 CE0116'3920.08 B.M.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0587 ***********************************************************************
 CR0587  DESIGNATION -  392.2
 CR0587  PID         -  CR0587
 CR0587  STATE/COUNTY-  TX/HENDERSON
 CR0587  USGS QUAD   -  MALLARD HILL (1984)
 CR0587
 CR0587                         *CURRENT SURVEY CONTROL
 CR0587  ___________________________________________________________________
 CR0587* NAD 83(1986)-  32 09 03.     (N)    095 52 48.     (W)     SCALED    
 CR0587* NAVD 88     -       119.626  (meters)     392.47   (feet)  ADJUSTED  
 CR0587  ___________________________________________________________________
 CR0587  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0587  DYNAMIC HT  -         119.487 (meters)     392.02  (feet)  COMP
 CR0587  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 CR0587
 CR0587  VERT ORDER  -  SECOND    CLASS 0
 CR0587
 CR0587.The horizontal coordinates were scaled from a topographic map and have
 CR0587.an estimated accuracy of +/- 6 seconds.
 CR0587
 CR0587.The orthometric height was determined by differential leveling
 CR0587.and adjusted by the National Geodetic Survey in June 1991..
 CR0587
 CR0587.The geoid height was determined by GEOID03.
 CR0587
 CR0587.The dynamic height is computed by dividing the NAVD 88
 CR0587.geopotential number by the normal gravity value computed on the
 CR0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0587.degrees latitude (g = 980.6199 gals.).
 CR0587
 CR0587.The modeled gravity was interpolated from observed gravity values.
 CR0587
 CR0587;                    North         East    Units  Estimated Accuracy
 CR0587;SPC TXNC     - 2,056,770.      847,140.      MT  (+/- 180 meters Scaled)
 CR0587
 CR0587                          SUPERSEDED SURVEY CONTROL
 CR0587
 CR0587  NGVD 29 (??/??/92)  119.630  (m)          392.49   (f) ADJ UNCH    2 0
 CR0587
 CR0587.Superseded values are not recommended for survey control.
 CR0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0587.See file dsdata.txt to determine how the superseded data were derived.
 CR0587
 CR0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR283607(NAD 83)
 CR0587_MARKER: Q = CHISELED SQUARE
 CR0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0587_SP_SET: CULVERT
 CR0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0587
 CR0587  HISTORY     - Date     Condition        Report By
 CR0587  HISTORY     - UNK      MONUMENTED       USGS
 CR0587  HISTORY     - 1947     GOOD             NGS
 CR0587  HISTORY     - 19951126 MARK NOT FOUND   USPSQD
 CR0587  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0587
 CR0587                          STATION DESCRIPTION
 CR0587
 CR0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0587'4.5 MI SW FROM ATHENS.
 CR0587'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 AND 3.3 MILES SOUTHWEST
 CR0587'ALONG FARM HIGHWAY NO.59 FROM THE COURT HOUSE AT ATHENS, 165.0 FEET
 CR0587'NORTHEAST OF THE CENTER OF A PRIVATE CROSS ROAD, 12.0 FEET SOUTHEAST
 CR0587'OF THE CENTER OF THE HIGHWAY, THE HIGHEST POINT OF AN OUTLINED
 CR0587'CHISELED SQUARE CUT IN THE CENTER AND TOP OF THE SOUTHEAST HEAD-WALL
 CR0587'OF A 6X8 FOOT CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT THE SAME
 CR0587'ELEVATION AS THE HIGHWAY.
 CR0587
 CR0587                          STATION RECOVERY (1995)
 CR0587
 CR0587'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0587'MARK NOT FOUND.
 CR0587
 CR0587                          STATION RECOVERY (2004)
 CR0587
 CR0587'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2373 ***********************************************************************
 AX2373  DESIGNATION -  393
 AX2373  PID         -  AX2373
 AX2373  STATE/COUNTY-  TX/GONZALES
 AX2373  USGS QUAD   -  BELMONT (1994)
 AX2373
 AX2373                         *CURRENT SURVEY CONTROL
 AX2373  ___________________________________________________________________
 AX2373* NAD 83(1986)-  29 31 27.     (N)    097 41 17.     (W)     SCALED    
 AX2373* NAVD 88     -       119.81   (+/-2cm)     393.1    (feet)  VERTCON   
 AX2373  ___________________________________________________________________
 AX2373  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2373
 AX2373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2373
 AX2373.The horizontal coordinates were scaled from a topographic map and have
 AX2373.an estimated accuracy of +/- 6 seconds.
 AX2373
 AX2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2373.The vertical order pertains to the NGVD 29 superseded value.
 AX2373
 AX2373.The geoid height was determined by GEOID03.
 AX2373
 AX2373;                    North         East    Units  Estimated Accuracy
 AX2373;SPC TXSC     - 4,188,100.      727,170.      MT  (+/- 180 meters Scaled)
 AX2373
 AX2373                          SUPERSEDED SURVEY CONTROL
 AX2373
 AX2373  NGVD 29 (??/??/92)  119.753  (m)          392.89   (f) ADJ UNCH    2 0
 AX2373
 AX2373.Superseded values are not recommended for survey control.
 AX2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2373.See file dsdata.txt to determine how the superseded data were derived.
 AX2373
 AX2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT271667(NAD 83)
 AX2373_MARKER: DD = SURVEY DISK
 AX2373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2373_SP_SET: BUILDING
 AX2373_STAMPING: 393 SA
 AX2373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2373
 AX2373  HISTORY     - Date     Condition        Report By
 AX2373  HISTORY     - UNK      MONUMENTED       USGS
 AX2373  HISTORY     - 1943     GOOD             NGS
 AX2373  HISTORY     - 1988     GOOD             USPSQD
 AX2373  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2373
 AX2373                          STATION DESCRIPTION
 AX2373
 AX2373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2373'IN BELMONT.
 AX2373'BENCH MARK IS SET VERTICALLY IN THE E. SIDE AT THE S.E. CORNER OF A
 AX2373'STONE BUILDING USED AS A STORE AND P.O. AT BELMONT, 40 FEET N. OF THE
 AX2373'CENTERLINE OF STATE HIGHWAY NO. 3 AND 3 FEET ABOVE THE GROUND.
 AX2373
 AX2373                          STATION RECOVERY (1988)
 AX2373
 AX2373'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2373'RECOVERED IN GOOD CONDITION.
 AX2373
 AX2373                          STATION RECOVERY (2003)
 AX2373
 AX2373'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2373'INTERVIEWED LOCAL RESIDENT WHO BELIEVED MARKER HAD BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0624 ***********************************************************************
 CA0624  DESIGNATION -  393 A
 CA0624  PID         -  CA0624
 CA0624  STATE/COUNTY-  TX/COLEMAN
 CA0624  USGS QUAD   -  NOVICE EAST (1987)
 CA0624
 CA0624                         *CURRENT SURVEY CONTROL
 CA0624  ___________________________________________________________________
 CA0624* NAD 83(1986)-  31 57 52.     (N)    099 34 52.     (W)     SCALED    
 CA0624* NAVD 88     -       599.426  (meters)    1966.62   (feet)  POSTED    
 CA0624  ___________________________________________________________________
 CA0624  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CA0624  DYNAMIC HT  -         598.640 (meters)    1964.04  (feet)  COMP
 CA0624  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 CA0624
 CA0624  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0624
 CA0624.The horizontal coordinates were scaled from a topographic map and have
 CA0624.an estimated accuracy of +/- 6 seconds.
 CA0624
 CA0624.The orthometric height was determined by differential leveling
 CA0624.and adjusted by the National Geodetic Survey in 1992..
 CA0624.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0624.rate of 0.0 thru 1.0 mm/km.
 CA0624
 CA0624.The geoid height was determined by GEOID03.
 CA0624
 CA0624.The dynamic height is computed by dividing the NAVD 88
 CA0624.geopotential number by the normal gravity value computed on the
 CA0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0624.degrees latitude (g = 980.6199 gals.).
 CA0624
 CA0624.The modeled gravity was interpolated from observed gravity values.
 CA0624
 CA0624;                    North         East    Units  Estimated Accuracy
 CA0624;SPC TX C     - 3,254,980.      771,110.      MT  (+/- 180 meters Scaled)
 CA0624
 CA0624                          SUPERSEDED SURVEY CONTROL
 CA0624
 CA0624  NGVD 29 (??/??/92)  599.280  (m)         1966.14   (f) ADJ UNCH    1 2
 CA0624
 CA0624.Superseded values are not recommended for survey control.
 CA0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0624.See file dsdata.txt to determine how the superseded data were derived.
 CA0624
 CA0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA450366(NAD 83)
 CA0624_MARKER: X = CHISELED CROSS
 CA0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0624_SP_SET: CULVERT
 CA0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0624
 CA0624  HISTORY     - Date     Condition        Report By
 CA0624  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0624  HISTORY     - 1931     GOOD             NGS
 CA0624  HISTORY     - 1935     GOOD             NGS
 CA0624
 CA0624                          STATION DESCRIPTION
 CA0624
 CA0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0624'2.3 MI W FROM SILVER VALLEY.
 CA0624'2.3 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0624'SILVER VALLEY, COLEMAN COUNTY, AT CONCRETE CULVERT 393 A, AND ON THE
 CA0624'NORTH END OF THE EAST HEADWALL.  A CHISELED CROSS.
 CA0624
 CA0624                          STATION RECOVERY (1935)
 CA0624
 CA0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0623 ***********************************************************************
 CA0623  DESIGNATION -  394 A
 CA0623  PID         -  CA0623
 CA0623  STATE/COUNTY-  TX/COLEMAN
 CA0623  USGS QUAD   -  NOVICE EAST (1987)
 CA0623
 CA0623                         *CURRENT SURVEY CONTROL
 CA0623  ___________________________________________________________________
 CA0623* NAD 83(1986)-  31 58 02.     (N)    099 35 58.     (W)     SCALED    
 CA0623* NAVD 88     -       592.18   (+/-2cm)    1942.8    (feet)  VERTCON   
 CA0623  ___________________________________________________________________
 CA0623  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CA0623
 CA0623  VERT ORDER  -  ? (See Below)
 CA0623
 CA0623.The horizontal coordinates were scaled from a topographic map and have
 CA0623.an estimated accuracy of +/- 6 seconds.
 CA0623
 CA0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0623.The vertical order pertains to the NGVD 29 superseded value.
 CA0623
 CA0623.The geoid height was determined by GEOID03.
 CA0623
 CA0623;                    North         East    Units  Estimated Accuracy
 CA0623;SPC TX C     - 3,255,270.      769,370.      MT  (+/- 180 meters Scaled)
 CA0623
 CA0623                          SUPERSEDED SURVEY CONTROL
 CA0623
 CA0623  NGVD 29 (??/??/92)  592.036  (m)         1942.37   (f) ADJ UNCH    ?  
 CA0623
 CA0623.Superseded values are not recommended for survey control.
 CA0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0623.See file dsdata.txt to determine how the superseded data were derived.
 CA0623
 CA0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA433369(NAD 83)
 CA0623_MARKER: B = BOLT
 CA0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0623_SP_SET: BRIDGE
 CA0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0623
 CA0623  HISTORY     - Date     Condition        Report By
 CA0623  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0623  HISTORY     - 1931     GOOD             NGS
 CA0623  HISTORY     - 1935     GOOD             NGS
 CA0623
 CA0623                          STATION DESCRIPTION
 CA0623
 CA0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0623'2.0 MI SE FROM NOVICE.
 CA0623'2.0 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0623'NOVICE, COLEMAN COUNTY, AT MILEAGE 394.4, IN THE EAST END OF CONCRETE
 CA0623'BRIDGE 394 A, AND NORTH OF THE TRACK.  AN IRON BOLT.
 CA0623
 CA0623                          STATION RECOVERY (1935)
 CA0623
 CA0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0621 ***********************************************************************
 CA0621  DESIGNATION -  395 A
 CA0621  PID         -  CA0621
 CA0621  STATE/COUNTY-  TX/COLEMAN
 CA0621  USGS QUAD   -  NOVICE EAST (1987)
 CA0621
 CA0621                         *CURRENT SURVEY CONTROL
 CA0621  ___________________________________________________________________
 CA0621* NAD 83(1986)-  31 58 13.     (N)    099 36 31.     (W)     SCALED    
 CA0621* NAVD 88     -       599.636  (meters)    1967.31   (feet)  POSTED    
 CA0621  ___________________________________________________________________
 CA0621  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CA0621  DYNAMIC HT  -         598.850 (meters)    1964.73  (feet)  COMP
 CA0621  MODELED GRAV-     979,301.6   (mgal)                       NAVD 88
 CA0621
 CA0621  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0621
 CA0621.The horizontal coordinates were scaled from a topographic map and have
 CA0621.an estimated accuracy of +/- 6 seconds.
 CA0621
 CA0621.The orthometric height was determined by differential leveling
 CA0621.and adjusted by the National Geodetic Survey in 1992..
 CA0621.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0621.rate of 0.0 thru 1.0 mm/km.
 CA0621
 CA0621.The geoid height was determined by GEOID03.
 CA0621
 CA0621.The dynamic height is computed by dividing the NAVD 88
 CA0621.geopotential number by the normal gravity value computed on the
 CA0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0621.degrees latitude (g = 980.6199 gals.).
 CA0621
 CA0621.The modeled gravity was interpolated from observed gravity values.
 CA0621
 CA0621;                    North         East    Units  Estimated Accuracy
 CA0621;SPC TX C     - 3,255,600.      768,510.      MT  (+/- 180 meters Scaled)
 CA0621
 CA0621                          SUPERSEDED SURVEY CONTROL
 CA0621
 CA0621  NGVD 29 (??/??/92)  599.492  (m)         1966.83   (f) ADJ UNCH    1 2
 CA0621
 CA0621.Superseded values are not recommended for survey control.
 CA0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0621.See file dsdata.txt to determine how the superseded data were derived.
 CA0621
 CA0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA424373(NAD 83)
 CA0621_MARKER: B = BOLT
 CA0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0621_SP_SET: CULVERT
 CA0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0621
 CA0621  HISTORY     - Date     Condition        Report By
 CA0621  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0621  HISTORY     - 1931     GOOD             NGS
 CA0621
 CA0621                          STATION DESCRIPTION
 CA0621
 CA0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0621'1.4 MI SE FROM NOVICE.
 CA0621'1.4 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0621'NOVICE, COLEMAN COUNTY, 5 POLES WEST OF MILEPOST 395, AT CONCRETE
 CA0621'CULVERT 395 A, AND IN THE NORTH END OF THE EAST HEADWALL. AN IRON
 CA0621'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0269 ***********************************************************************
 DM0269  DESIGNATION -  397
 DM0269  PID         -  DM0269
 DM0269  STATE/COUNTY-  TX/TITUS
 DM0269  USGS QUAD   -  HARVARD (1963)
 DM0269
 DM0269                         *CURRENT SURVEY CONTROL
 DM0269  ___________________________________________________________________
 DM0269* NAD 83(1986)-  33 07 22.     (N)    094 58 26.     (W)     SCALED    
 DM0269* NAVD 88     -       121.044  (meters)     397.13   (feet)  ADJUSTED  
 DM0269  ___________________________________________________________________
 DM0269  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0269  DYNAMIC HT  -         120.911 (meters)     396.69  (feet)  COMP
 DM0269  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 DM0269
 DM0269  VERT ORDER  -  SECOND    CLASS 0
 DM0269
 DM0269.The horizontal coordinates were scaled from a topographic map and have
 DM0269.an estimated accuracy of +/- 6 seconds.
 DM0269
 DM0269.The orthometric height was determined by differential leveling
 DM0269.and adjusted by the National Geodetic Survey in June 1991..
 DM0269
 DM0269.The geoid height was determined by GEOID03.
 DM0269
 DM0269.The dynamic height is computed by dividing the NAVD 88
 DM0269.geopotential number by the normal gravity value computed on the
 DM0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0269.degrees latitude (g = 980.6199 gals.).
 DM0269
 DM0269.The modeled gravity was interpolated from observed gravity values.
 DM0269
 DM0269;                    North         East    Units  Estimated Accuracy
 DM0269;SPC TXNC     - 2,166,990.      928,970.      MT  (+/- 180 meters Scaled)
 DM0269
 DM0269                          SUPERSEDED SURVEY CONTROL
 DM0269
 DM0269  NGVD 29 (??/??/92)  121.054  (m)          397.16   (f) ADJ UNCH    2 0
 DM0269
 DM0269.Superseded values are not recommended for survey control.
 DM0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0269.See file dsdata.txt to determine how the superseded data were derived.
 DM0269
 DM0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS158666(NAD 83)
 DM0269_MARKER: P = PIPE CAP
 DM0269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0269_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0269_STAMPING: STA 12 397 ADJ 1903
 DM0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0269
 DM0269  HISTORY     - Date     Condition        Report By
 DM0269  HISTORY     - 1903     MONUMENTED       USGS
 DM0269  HISTORY     - 1933     GOOD             NGS
 DM0269  HISTORY     - 1949     GOOD             ATRECO
 DM0269
 DM0269                          STATION DESCRIPTION
 DM0269
 DM0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0269'2.6 MI S FROM MT PLEASANT.
 DM0269'2.6 MILES SOUTH OF, ALONG ST. LOUIS SOUTHWESTERN (TO PITTSBURG) RY.
 DM0269'BETWEEN 6TH AND 7TH TELEGRAPH POST SOUTH OF MILEPOST 482.  BETWEEN 6TH
 DM0269'AND 7TH TELEPHONE POST NORTH OF OLD STATE HIGHWAY 65 CROSSING TRACK. 4
 DM0269'FEET EAST OF RIGHT-OF-WAY FENCE.  47 FEET WEST OF TRACK C.L. 3 INCH
 DM0269'PIPE.
 DM0269
 DM0269                          STATION RECOVERY (1949)
 DM0269
 DM0269'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1949
 DM0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0619 ***********************************************************************
 CA0619  DESIGNATION -  397 A
 CA0619  PID         -  CA0619
 CA0619  STATE/COUNTY-  TX/COLEMAN
 CA0619  USGS QUAD   -  NOVICE WEST (1967)
 CA0619
 CA0619                         *CURRENT SURVEY CONTROL
 CA0619  ___________________________________________________________________
 CA0619* NAD 83(1986)-  31 59 55.     (N)    099 38 06.     (W)     SCALED    
 CA0619* NAVD 88     -       594.27   (+/-2cm)    1949.7    (feet)  VERTCON   
 CA0619  ___________________________________________________________________
 CA0619  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CA0619
 CA0619  VERT ORDER  -  ? (See Below)
 CA0619
 CA0619.The horizontal coordinates were scaled from a topographic map and have
 CA0619.an estimated accuracy of +/- 6 seconds.
 CA0619
 CA0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0619.The vertical order pertains to the NGVD 29 superseded value.
 CA0619
 CA0619.The geoid height was determined by GEOID03.
 CA0619
 CA0619;                    North         East    Units  Estimated Accuracy
 CA0619;SPC TX C     - 3,258,730.      765,990.      MT  (+/- 180 meters Scaled)
 CA0619
 CA0619                          SUPERSEDED SURVEY CONTROL
 CA0619
 CA0619  NGVD 29 (??/??/92)  594.147  (m)         1949.30   (f) ADJ UNCH    ?  
 CA0619
 CA0619.Superseded values are not recommended for survey control.
 CA0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0619.See file dsdata.txt to determine how the superseded data were derived.
 CA0619
 CA0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA400404(NAD 83)
 CA0619_MARKER: B = BOLT
 CA0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0619_SP_SET: BRIDGE
 CA0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0619
 CA0619  HISTORY     - Date     Condition        Report By
 CA0619  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0619  HISTORY     - 1931     GOOD             NGS
 CA0619  HISTORY     - 1935     GOOD             NGS
 CA0619
 CA0619                          STATION DESCRIPTION
 CA0619
 CA0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0619'1.0 MI NW FROM NOVICE.
 CA0619'1.0 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0619'NOVICE, COLEMAN COUNTY, 14 POLES SOUTHEAST OF MILEPOST 398, AT THE
 CA0619'EAST END OF CONCRETE BRIDGE 397 A, AND NORTH OF THE TRACK.  AN IRON
 CA0619'BOLT.
 CA0619
 CA0619                          STATION RECOVERY (1935)
 CA0619
 CA0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0118 ***********************************************************************
 BB0118  DESIGNATION -  3975
 BB0118  PID         -  BB0118
 BB0118  STATE/COUNTY-  TX/PRESIDIO
 BB0118  USGS QUAD   -  PLATA NE (1983)
 BB0118
 BB0118                         *CURRENT SURVEY CONTROL
 BB0118  ___________________________________________________________________
 BB0118* NAD 83(1986)-  29 55 05.     (N)    104 02 30.     (W)     SCALED    
 BB0118* NAVD 88     -      1213.107  (meters)    3980.00   (feet)  ADJUSTED  
 BB0118  ___________________________________________________________________
 BB0118  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 BB0118  DYNAMIC HT  -        1211.095 (meters)    3973.40  (feet)  COMP
 BB0118  MODELED GRAV-     978,942.1   (mgal)                       NAVD 88
 BB0118
 BB0118  VERT ORDER  -  SECOND    CLASS 0
 BB0118
 BB0118.The horizontal coordinates were scaled from a topographic map and have
 BB0118.an estimated accuracy of +/- 6 seconds.
 BB0118
 BB0118.The orthometric height was determined by differential leveling
 BB0118.and adjusted by the National Geodetic Survey in June 1991..
 BB0118
 BB0118.The geoid height was determined by GEOID03.
 BB0118
 BB0118.The dynamic height is computed by dividing the NAVD 88
 BB0118.geopotential number by the normal gravity value computed on the
 BB0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0118.degrees latitude (g = 980.6199 gals.).
 BB0118
 BB0118.The modeled gravity was interpolated from observed gravity values.
 BB0118
 BB0118;                    North         East    Units  Estimated Accuracy
 BB0118;SPC TXSC     - 4,241,540.      113,340.      MT  (+/- 180 meters Scaled)
 BB0118
 BB0118                          SUPERSEDED SURVEY CONTROL
 BB0118
 BB0118  NGVD 29 (??/??/92) 1212.69   (m)         3978.6    (f) COMPUTED    2 0
 BB0118
 BB0118.Superseded values are not recommended for survey control.
 BB0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0118.See file dsdata.txt to determine how the superseded data were derived.
 BB0118
 BB0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP925100(NAD 83)
 BB0118_MARKER: Z = SEE DESCRIPTION
 BB0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0118_SP_SET: ROAD GRAOE
 BB0118_STAMPING: 3975 MARFA
 BB0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0118
 BB0118  HISTORY     - Date     Condition        Report By
 BB0118  HISTORY     - UNK      MONUMENTED       USGS
 BB0118  HISTORY     - 1943     GOOD             NGS
 BB0118  HISTORY     - 1958     MARK NOT FOUND   NGS
 BB0118
 BB0118                          STATION DESCRIPTION
 BB0118
 BB0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BB0118'4.25 MI NW FROM PLATA.
 BB0118'ABOUT 4.25 MILES NORTHWEST ALONG THE MARFA-LAJITAS ROAD FROM PLATA,
 BB0118'0.3 MILE NORTH OF THE JUNCTION WITH AN OLD ROAD AT A CATTLE GUARD AND
 BB0118'A SIGN TO ALAMITO CREEK FORD, ON THE EAST SIDE OF THE ROAD IN THE EDGE
 BB0118'OF THE ROAD GRADE, 12 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 BB0118'SOUTH OF A WHITE REFERENCE POST AND IS A U.S. GEOLOGICAL SURVEY IRON
 BB0118'PIPE PROJECTING ABOUT 4 INCHES.
 BB0118
 BB0118                          STATION RECOVERY (1958)
 BB0118
 BB0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0493 ***********************************************************************
 CT0493  DESIGNATION -  399 B
 CT0493  PID         -  CT0493
 CT0493  STATE/COUNTY-  TX/COLEMAN
 CT0493  USGS QUAD   -  GOLDSBORO (1967)
 CT0493
 CT0493                         *CURRENT SURVEY CONTROL
 CT0493  ___________________________________________________________________
 CT0493* NAD 83(1986)-  32 01 09.     (N)    099 39 24.     (W)     SCALED    
 CT0493* NAVD 88     -       589.72   (+/-2cm)    1934.8    (feet)  VERTCON   
 CT0493  ___________________________________________________________________
 CT0493  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CT0493
 CT0493  VERT ORDER  -  ? (See Below)
 CT0493
 CT0493.The horizontal coordinates were scaled from a topographic map and have
 CT0493.an estimated accuracy of +/- 6 seconds.
 CT0493
 CT0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0493.The vertical order pertains to the NGVD 29 superseded value.
 CT0493
 CT0493.The geoid height was determined by GEOID03.
 CT0493
 CT0493;                    North         East    Units  Estimated Accuracy
 CT0493;SPC TX C     - 3,261,000.      763,930.      MT  (+/- 180 meters Scaled)
 CT0493
 CT0493                          SUPERSEDED SURVEY CONTROL
 CT0493
 CT0493  NGVD 29 (??/??/92)  589.595  (m)         1934.36   (f) ADJ UNCH    ?  
 CT0493
 CT0493.Superseded values are not recommended for survey control.
 CT0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0493.See file dsdata.txt to determine how the superseded data were derived.
 CT0493
 CT0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA379427(NAD 83)
 CT0493_MARKER: B = BOLT
 CT0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0493_SP_SET: CULVERT
 CT0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0493
 CT0493  HISTORY     - Date     Condition        Report By
 CT0493  HISTORY     - UNK      MONUMENTED       ATSFRR
 CT0493  HISTORY     - 1931     GOOD             NGS
 CT0493
 CT0493                          STATION DESCRIPTION
 CT0493
 CT0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CT0493'3.9 MI SE FROM GOLDSBORO.
 CT0493'3.9 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CT0493'GOLDSBORO, COLEMAN COUNTY, 9 POLES WEST OF MILEPOST 399, AND IN THE
 CT0493'NORTH END OF CONCRETE CULVERT 399 B.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9121 ***********************************************************************
 AC9121  PACS        -  This is a Primary Airport Control Station.
 AC9121  DESIGNATION -  3F6 A
 AC9121  PID         -  AC9121
 AC9121  STATE/COUNTY-  TX/COTTLE
 AC9121  USGS QUAD   -  PADUCAH (1981)
 AC9121
 AC9121                         *CURRENT SURVEY CONTROL
 AC9121  ___________________________________________________________________
 AC9121* NAD 83(1993)-  34 01 53.29863(N)    100 16 56.14505(W)     ADJUSTED  
 AC9121* NAVD 88     -       566.60   (meters)    1858.9    (feet)  GPS OBS   
 AC9121  ___________________________________________________________________
 AC9121  X           -    -944,565.104 (meters)                     COMP
 AC9121  Y           -  -5,206,768.161 (meters)                     COMP
 AC9121  Z           -   3,549,641.636 (meters)                     COMP
 AC9121  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AC9121  ELLIP HEIGHT-         538.71  (meters)          (02/05/01) GPS OBS
 AC9121  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AC9121
 AC9121  HORZ ORDER  -  FIRST
 AC9121  ELLP ORDER  -  FOURTH    CLASS II
 AC9121
 AC9121.This mark is at Dan E Richards Muni (3F6) Airport (3F6)
 AC9121
 AC9121.The horizontal coordinates were established by GPS observations
 AC9121.and adjusted by the National Geodetic Survey in June 1997..
 AC9121
 AC9121.The orthometric height was determined by GPS observations and a
 AC9121.high-resolution geoid model.
 AC9121
 AC9121.GPS derived orthometric heights for airport stations designated as
 AC9121.PACS or SACS are published to 2 decimal places.  This maintains
 AC9121.centimeter relative accuracy between the PACS and SACS.  It does
 AC9121.not indicate centimeter accuracy relative to other marks which are
 AC9121.part of the NAVD 88 network.
 AC9121
 AC9121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9121
 AC9121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9121
 AC9121.The ellipsoidal height was determined by GPS observations
 AC9121.and is referenced to NAD 83.
 AC9121
 AC9121.The geoid height was determined by GEOID03.
 AC9121
 AC9121;                    North         East     Units Scale Factor Converg.
 AC9121;SPC TXNC     - 2,263,644.129   435,411.621   MT  1.00001872   -0 58 19.3
 AC9121;SPC TXNC     - 7,426,639.11  1,428,512.96   sFT  1.00001872   -0 58 19.3
 AC9121;UTM  14      - 3,766,386.900   381,625.802   MT  0.99977273   -0 43 03.7
 AC9121
 AC9121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9121!SPC TXNC     -   0.99991544  x   1.00001872  =   0.99993416
 AC9121!UTM  14      -   0.99991544  x   0.99977273  =   0.99968819
 AC9121
 AC9121:                Primary Azimuth Mark                     Grid Az
 AC9121:SPC TXNC     -  PADUPORT                                 175 29 36.3
 AC9121:UTM  14      -  PADUPORT                                 175 14 20.7
 AC9121
 AC9121|---------------------------------------------------------------------|
 AC9121| PID    Reference Object                     Distance      Geod. Az  |
 AC9121|                                                           dddmmss.s |
 AC9121| EN0920 PADUPORT                            410.189 METERS 1743117.0 |
 AC9121|---------------------------------------------------------------------|
 AC9121
 AC9121                          SUPERSEDED SURVEY CONTROL
 AC9121
 AC9121  ELLIP H (06/10/97)  538.73   (m)                       GP(       ) 4 2
 AC9121
 AC9121.Superseded values are not recommended for survey control.
 AC9121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9121.See file dsdata.txt to determine how the superseded data were derived.
 AC9121
 AC9121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8162666387(NAD 83)
 AC9121_MARKER: DH = HORIZONTAL CONTROL DISK
 AC9121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9121_STAMPING: 3F6 A 1995
 AC9121_MARK LOGO: NGS   
 AC9121_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9121+STABILITY: SURFACE MOTION
 AC9121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9121+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC9121
 AC9121  HISTORY     - Date     Condition        Report By
 AC9121  HISTORY     - 1995     MONUMENTED       NGS
 AC9121
 AC9121                          STATION DESCRIPTION
 AC9121
 AC9121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC9121'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHEAST OF PADUCAH, ON
 AC9121'THE DAN E.  RICHARDS AIRPORT, WEST OF THE 1ST RUNWAY LIGHT SOUTH OF
 AC9121'THE NORTH RUNWAY END.  OWNERSHIP--CITY OF PADUCAH AND COTTLE COUNTY,
 AC9121'P.O.  BOX 759 PADUCAH, TX 79248.  THE AIRPORT MANAGER IS JIM SWEENEY,
 AC9121'PHONE 806 492-3106.  NOTE-- JIM SWEENEY IS NOT THE AIRPORT OPERATOR.
 AC9121'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 62, 83, AND
 AC9121'70 IN PADUCAH, GO 2.2 KM (1.35 MI) EAST ON U.S.  HIGHWAY 70 TO THE
 AC9121'AIRPORT ROAD, TURN LEFT, NORTH, GO 0.9 KM (0.55 MI) ON A GRAVELED ROAD
 AC9121'TO THE AIRPORT GATE, TURN LEFT, WEST, GO 0.1 KM, (0.05 MI) THROUGH THE
 AC9121'GATE, ACROSS THE APRON AND ALONG THE CONECTOR TO THE THE RUNWAY, TURN
 AC9121'RIGHT, NORTH, GO 0.4 KM (0.25 MI) ALONG THE RUNWAY TO THE STATION ON
 AC9121'THE LEFT.  THE STATION IS 64.0 M (210.0 FT) SOUTH-SOUTHWEST OF THE
 AC9121'NORTHWEST RUNWAY CORNER.  23.4 M (76.8 FT) WEST OF THE RUNWAY
 AC9121'CENTERLINE, IN LINE WITH THE 1ST RUNWAY LIGHT, 0.3 M (1.0 FT) EAST OF
 AC9121'A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY, AND
 AC9121'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THIS STATION WAS
 AC9121'SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5366 ***********************************************************************
 AB5366  SACS        -  This is a Secondary Airport Control Station.
 AB5366  DESIGNATION -  3F9 A
 AB5366  PID         -  AB5366
 AB5366  STATE/COUNTY-  TX/WOOD
 AB5366  USGS QUAD   -  GOLDEN (1981)
 AB5366
 AB5366                         *CURRENT SURVEY CONTROL
 AB5366  ___________________________________________________________________
 AB5366* NAD 83(1993)-  32 40 51.96163(N)    095 30 37.77852(W)     ADJUSTED  
 AB5366* NAVD 88     -       131.04   (meters)     429.9    (feet)  GPS OBS   
 AB5366  ___________________________________________________________________
 AB5366  X           -    -516,030.076 (meters)                     COMP
 AB5366  Y           -  -5,348,908.351 (meters)                     COMP
 AB5366  Z           -   3,424,301.019 (meters)                     COMP
 AB5366  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AB5366  ELLIP HEIGHT-         104.92  (meters)          (07/17/01) GPS OBS
 AB5366  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AB5366
 AB5366  HORZ ORDER  -  FIRST
 AB5366  ELLP ORDER  -  FOURTH    CLASS II
 AB5366
 AB5366.This mark is at Mineola Wisener Fld (3F9) Airport (3F9)
 AB5366
 AB5366.The horizontal coordinates were established by GPS observations
 AB5366.and adjusted by the National Geodetic Survey in July 1996..
 AB5366
 AB5366.The orthometric height was determined by GPS observations and a
 AB5366.high-resolution geoid model.
 AB5366
 AB5366.GPS derived orthometric heights for airport stations designated as
 AB5366.PACS or SACS are published to 2 decimal places.  This maintains
 AB5366.centimeter relative accuracy between the PACS and SACS.  It does
 AB5366.not indicate centimeter accuracy relative to other marks which are
 AB5366.part of the NAVD 88 network.
 AB5366
 AB5366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5366
 AB5366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5366
 AB5366.The ellipsoidal height was determined by GPS observations
 AB5366.and is referenced to NAD 83.
 AB5366
 AB5366.The geoid height was determined by GEOID03.
 AB5366
 AB5366;                    North         East     Units Scale Factor Converg.
 AB5366;SPC TXNC     - 2,116,479.315   880,311.933   MT  0.99989340   +1 37 49.7
 AB5366;SPC TXNC     - 6,943,815.89  2,888,156.73   sFT  0.99989340   +1 37 49.7
 AB5366;UTM  15      - 3,618,720.290   264,608.433   MT  1.00028329   -1 21 22.3
 AB5366
 AB5366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5366!SPC TXNC     -   0.99998353  x   0.99989340  =   0.99987693
 AB5366!UTM  15      -   0.99998353  x   1.00028329  =   1.00026681
 AB5366
 AB5366                          SUPERSEDED SURVEY CONTROL
 AB5366
 AB5366  ELLIP H (07/23/96)  104.96   (m)                       GP(       ) 4 2
 AB5366
 AB5366.Superseded values are not recommended for survey control.
 AB5366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5366.See file dsdata.txt to determine how the superseded data were derived.
 AB5366
 AB5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6460818720(NAD 83)
 AB5366_MARKER: I = METAL ROD
 AB5366_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB5366_STAMPING: 3F9 A 1994
 AB5366_MARK LOGO: NGS   
 AB5366_PROJECTION: FLUSH
 AB5366_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5366+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5366_ROD/PIPE-DEPTH: 7.8  meters
 AB5366_SLEEVE-DEPTH  : 0.90 meters
 AB5366
 AB5366  HISTORY     - Date     Condition        Report By
 AB5366  HISTORY     - 1994     MONUMENTED       NGS
 AB5366
 AB5366                          STATION DESCRIPTION
 AB5366
 AB5366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB5366'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTHWEST OF MINEOLA AT
 AB5366'THE MINEOLA-WISENER AIRPORT, IN GRASS ALONG THE PERIMETER FENCE AT
 AB5366'RUNWAY END 17 AT THE CENTER OF THE NORTH END OF THE AIRFIELD.
 AB5366'OWNERSHIP--ROBERT H.  WISENER, 162 CIRCLE DRIVE, MINEOLA TX 75773.
 AB5366'PHONE 214-569-5275.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB5366'HIGHWAYS 80 AND 69 IN MINEOLA, GO WEST ON HIGHWAY 80 FOR 1.3 KM (0.80
 AB5366'MI) TO STATE HIGHWAY 564 ON THE RIGHT.  CONTINUE AHEAD, WEST, ON
 AB5366'HIGHWAY 80 FOR 0.7 KM (0.45 MI) TO FRANCIS STREET ON THE RIGHT AND A
 AB5366'SIGN AIRPORT.  TURN RIGHT, NORTH, ON FRANCIS STREET FOR 0.4 KM (0.25
 AB5366'MI) TO A T-INTERSECTION (COUNTRY CLUB DRIVE) .  TURN LEFT, WEST, ON
 AB5366'COUNTRY CLUB DRIVE FOR 0.1 KM (0.05 MI) TO THE ENTRANCE DRIVE TO THE
 AB5366'AIRPORT ON THE RIGHT.  TURN RIGHT, NORTH, ON THE ENTRANCE ROAD FOR 0.1
 AB5366'KM (0.05 MI) TO THE NORTH SIDE OF THE AIRPORT OFFICE AT THE APRON.
 AB5366'TURN LEFT, NORTHWEST, ACROSS THE APRON FOR ABOUT 60 M (196.8 FT) TO
 AB5366'THE TAXI.  TURN RIGHT, NORTH, ON THE TAXI FOR 0.88 KM (0.55 MI) TO THE
 AB5366'NORTH END OF THE TAXI AND THE STATION. THE STATION IS A PUNCH HOLE TOP
 AB5366'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM
 AB5366'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB5366'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 19.3 M (63.3 FT) NORTHEAST
 AB5366'OF THE SECOND RUNWAY LIGHT FROM THE NORTH END OF THE RUNWAY, 16.7 M
 AB5366'(54.8 FT) EAST OF THE FIRST RUNWAY LIGHT FROM THE NORTH END, 11.4 M
 AB5366'(37.4 FT) NORTH-NORTHEAST OF THE CENTER OF THE TAXI AT THE CENTER OF
 AB5366'THE CURVE, AND 3.05 M (10.01 FT) SOUTH OF A FIBERGLASS WITNESS POST IN
 AB5366'THE PERIMETER FENCE.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6791 ***********************************************************************
 AC6791  SACS        -  This is a Secondary Airport Control Station.
 AC6791  DESIGNATION -  3R0 A
 AC6791  PID         -  AC6791
 AC6791  STATE/COUNTY-  TX/BEE
 AC6791  USGS QUAD   -  CLAREVILLE (1979)
 AC6791
 AC6791                         *CURRENT SURVEY CONTROL
 AC6791  ___________________________________________________________________
 AC6791* NAD 83(1993)-  28 21 41.46384(N)    097 47 24.48711(W)     ADJUSTED  
 AC6791* NAVD 88     -        77.95   (meters)     255.7    (feet)  GPS OBS   
 AC6791  ___________________________________________________________________
 AC6791  X           -    -761,335.125 (meters)                     COMP
 AC6791  Y           -  -5,565,007.593 (meters)                     COMP
 AC6791  Z           -   3,011,844.618 (meters)                     COMP
 AC6791  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AC6791  ELLIP HEIGHT-          51.11  (meters)          (03/15/01) GPS OBS
 AC6791  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AC6791
 AC6791  HORZ ORDER  -  FIRST
 AC6791  ELLP ORDER  -  FOURTH    CLASS II
 AC6791
 AC6791.This mark is at Beeville Muni (3R0) Airport (3R0)
 AC6791
 AC6791.The horizontal coordinates were established by GPS observations
 AC6791.and adjusted by the National Geodetic Survey in March 1997..
 AC6791
 AC6791.The orthometric height was determined by GPS observations and a
 AC6791.high-resolution geoid model.
 AC6791
 AC6791.GPS derived orthometric heights for airport stations designated as
 AC6791.PACS or SACS are published to 2 decimal places.  This maintains
 AC6791.centimeter relative accuracy between the PACS and SACS.  It does
 AC6791.not indicate centimeter accuracy relative to other marks which are
 AC6791.part of the NAVD 88 network.
 AC6791
 AC6791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6791
 AC6791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6791
 AC6791.The ellipsoidal height was determined by GPS observations
 AC6791.and is referenced to NAD 83.
 AC6791
 AC6791.The geoid height was determined by GEOID03.
 AC6791
 AC6791;                    North         East     Units Scale Factor Converg.
 AC6791;SPC TXSC     - 4,059,153.150   718,603.659   MT  1.00000633   +0 35 33.8
 AC6791;SPC TXSC     -13,317,404.96  2,357,618.84   sFT  1.00000633   +0 35 33.8
 AC6791;UTM  14      - 3,137,845.297   618,562.451   MT  0.99977349   +0 34 29.3
 AC6791
 AC6791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6791!SPC TXSC     -   0.99999197  x   1.00000633  =   0.99999830
 AC6791!UTM  14      -   0.99999197  x   0.99977349  =   0.99976546
 AC6791
 AC6791:                Primary Azimuth Mark                     Grid Az
 AC6791:SPC TXSC     -  BEEPORT AZ MK                            129 15 50.1
 AC6791:UTM  14      -  BEEPORT AZ MK                            129 16 54.6
 AC6791
 AC6791|---------------------------------------------------------------------|
 AC6791| PID    Reference Object                     Distance      Geod. Az  |
 AC6791|                                                           dddmmss.s |
 AC6791| AN2386 BEEPORT AZ MK                       APPROX. 0.6 KM 1295123.9 |
 AC6791|---------------------------------------------------------------------|
 AC6791
 AC6791                          SUPERSEDED SURVEY CONTROL
 AC6791
 AC6791  ELLIP H (03/17/97)   51.23   (m)                       GP(       ) 4 2
 AC6791
 AC6791.Superseded values are not recommended for survey control.
 AC6791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6791.See file dsdata.txt to determine how the superseded data were derived.
 AC6791
 AC6791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1856237845(NAD 83)
 AC6791_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6791_STAMPING: 3R0 A 1995
 AC6791_MARK LOGO: NGS   
 AC6791_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6791+STABILITY: SURFACE MOTION
 AC6791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6791+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6791
 AC6791  HISTORY     - Date     Condition        Report By
 AC6791  HISTORY     - 1995     MONUMENTED       NGS
 AC6791
 AC6791                          STATION DESCRIPTION
 AC6791
 AC6791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AC6791'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) SOUTHWEST OF BEEVILLE AT
 AC6791'THE BEEVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BEEVILLE, GEORGE
 AC6791'DRAGOON, ROUTE 1 BOX 238 W, BEEVILLE TX, 78102.  TO REACH THE STATION
 AC6791'FROM THE JUNCTION U.S.  HIGHWAY 59 AND U.S.  HIGHWAY BUSINESS ROUTE
 AC6791'181 AT THE COURTHOUSE IN BEEVILLE.  GO SOUTHWEST ON U.S.  HIGHWAY 59
 AC6791'FOR 6.3 KM (3.90 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 AC6791'SOUTHEASTERLY ON THE ENTRANCE ROAD FOR 0.5 KM (0.30 MI) TO THE AIRPORT
 AC6791'OFFICE.  GO SOUTHWESTERLY ACROSS THE APRON TO A PARALLEL TAXIWAY.
 AC6791'TURN LEFT, SOUTHEAST ALONG THE PARALLEL TAXIWAY FOR 0.3 KM (0.20 MI)
 AC6791'TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTHEAST ALONG THE RUNWAY
 AC6791'FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT IN THE GRASS AREA
 AC6791'FORMED BY THE MID-FIELD TURN AROUND.  THE STATION IS LOCATED 91.7 FT
 AC6791'(28.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE RUNWAY, 76.6 FT
 AC6791'(23.3 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE TURN AROUND AT THE
 AC6791'NORTHWEST HOLD BAR AND 76.5 FT (23.3 M) WEST-NORTHWEST OF THE
 AC6791'CENTERLINE OF THE TURN AROUND AT THE SOUTHEAST HOLD BAR. EAST OF THE
 AC6791'EAST CORNER OF A CONCRETE DRAIN WITH A METAL GRATE. (20.8 M) WEST OF
 AC6791'THE CENTERLINE OF THE PARALLEL TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5963 ***********************************************************************
 AC5963  SACS        -  This is a Secondary Airport Control Station.
 AC5963  DESIGNATION -  3R1 A
 AC5963  PID         -  AC5963
 AC5963  STATE/COUNTY-  TX/MATAGORDA
 AC5963  USGS QUAD   -  BAY CITY NE (1972)
 AC5963
 AC5963                         *CURRENT SURVEY CONTROL
 AC5963  ___________________________________________________________________
 AC5963* NAD 83(1993)-  28 58 07.93485(N)    095 51 27.80684(W)     ADJUSTED  
 AC5963* NAVD 88     -        11.74   (meters)      38.5    (feet)  GPS OBS   
 AC5963  ___________________________________________________________________
 AC5963  X           -    -569,945.746 (meters)                     COMP
 AC5963  Y           -  -5,555,336.949 (meters)                     COMP
 AC5963  Z           -   3,070,875.874 (meters)                     COMP
 AC5963  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AC5963  ELLIP HEIGHT-         -14.95  (meters)          (01/31/01) GPS OBS
 AC5963  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AC5963
 AC5963  HORZ ORDER  -  FIRST
 AC5963  ELLP ORDER  -  FOURTH    CLASS II
 AC5963
 AC5963.This mark is at Bay City Muni (3R1) Airport (3R1)
 AC5963
 AC5963.The horizontal coordinates were established by GPS observations
 AC5963.and adjusted by the National Geodetic Survey in February 1997..
 AC5963
 AC5963.The orthometric height was determined by GPS observations and a
 AC5963.high-resolution geoid model.
 AC5963
 AC5963.GPS derived orthometric heights for airport stations designated as
 AC5963.PACS or SACS are published to 2 decimal places.  This maintains
 AC5963.centimeter relative accuracy between the PACS and SACS.  It does
 AC5963.not indicate centimeter accuracy relative to other marks which are
 AC5963.part of the NAVD 88 network.
 AC5963
 AC5963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5963
 AC5963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5963
 AC5963.The ellipsoidal height was determined by GPS observations
 AC5963.and is referenced to NAD 83.
 AC5963
 AC5963.The geoid height was determined by GEOID03.
 AC5963
 AC5963;                    North         East     Units Scale Factor Converg.
 AC5963;SPC TXSC     - 4,129,962.208   906,199.101   MT  0.99988351   +1 32 22.0
 AC5963;SPC TXSC     -13,549,717.68  2,973,088.22   sFT  0.99988351   +1 32 22.0
 AC5963;UTM  15      - 3,207,902.267   221,512.777   MT  1.00055716   -1 23 06.0
 AC5963
 AC5963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5963!SPC TXSC     -   1.00000235  x   0.99988351  =   0.99988586
 AC5963!UTM  15      -   1.00000235  x   1.00055716  =   1.00055951
 AC5963
 AC5963                          SUPERSEDED SURVEY CONTROL
 AC5963
 AC5963  ELLIP H (02/04/97)  -14.80   (m)                       GP(       ) 4 2
 AC5963
 AC5963.Superseded values are not recommended for survey control.
 AC5963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5963.See file dsdata.txt to determine how the superseded data were derived.
 AC5963
 AC5963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2151307902(NAD 83)
 AC5963_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5963_STAMPING: 3R1 A 1995
 AC5963_MARK LOGO: NGS   
 AC5963_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5963+STABILITY: SURFACE MOTION
 AC5963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5963+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5963
 AC5963  HISTORY     - Date     Condition        Report By
 AC5963  HISTORY     - 1995     MONUMENTED       NGS
 AC5963
 AC5963                          STATION DESCRIPTION
 AC5963
 AC5963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AC5963'THE STATION IS LOCATED APPROXIMATELY 3.75 MI (6.03 KM) SOUTHEAST OF
 AC5963'BAY CITY AT THE BAY CITY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BAY
 AC5963'CITY.  FOR ACCESS TO THE STATION CONTACT MR.  CHARLES WILLIAMS,
 AC5963'AIRPORT MANAGER, ROUTE 3, BOX 154, BAY CITY, TX 77414, PHONE (409)
 AC5963'244-5037.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 AC5963'AND FARM ROAD 2540 IN VAN VLECK, GO SOUTHEAST ON FARM ROAD 2540 FOR
 AC5963'3.65 MI (5.87 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 AC5963'RIGHT AND PROCEED FOR 0.1 MI (0.2 KM) TO A GATE AT THE ADMINISTRATION
 AC5963'BUILDING.  PASS THROUGH THE GATE AND CONTINUE AHEAD SOUTHWEST ACROSS
 AC5963'THE APRON FOR ABOUT 150.0 FT (45.7 M) TO THE TAXIWAY.  TURN LEFT, AND
 AC5963'PROCEED SOUTHWEST FOR 0.35 MI (0.56 KM) TO THE HOLD BAR FOR RUNWAY END
 AC5963'31 AND THE STATION ON THE RIGHT.  THE STATION IS 51.7 M (169.6 FT)
 AC5963'NORTH OF CENTERLINE END 11 (TEXAS AERONAUTICAL DISK) , 37.6 M (123.4
 AC5963'FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE CONNECTING TAXIWAY, 33.6
 AC5963'M (110.2 FT) NORTHEAST OF THE CENTERLINE RUNWAY 11, AND 30.7 M (100.7
 AC5963'FT) SOUTHWEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6440 ***********************************************************************
 AB6440  SACS        -  This is a Secondary Airport Control Station.
 AB6440  DESIGNATION -  3R3 A
 AB6440  PID         -  AB6440
 AB6440  STATE/COUNTY-  TX/TRAVIS
 AB6440  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 AB6440
 AB6440                         *CURRENT SURVEY CONTROL
 AB6440  ___________________________________________________________________
 AB6440* NAD 83(1993)-  30 24 32.00702(N)    097 39 59.67957(W)     ADJUSTED  
 AB6440* NAVD 88     -       219.23   (meters)     719.3    (feet)  GPS OBS   
 AB6440  ___________________________________________________________________
 AB6440  X           -    -734,494.184 (meters)                     COMP
 AB6440  Y           -  -5,456,405.719 (meters)                     COMP
 AB6440  Z           -   3,209,645.493 (meters)                     COMP
 AB6440  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AB6440  ELLIP HEIGHT-         193.21  (meters)          (07/11/01) GPS OBS
 AB6440  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AB6440
 AB6440  HORZ ORDER  -  FIRST
 AB6440  ELLP ORDER  -  FOURTH    CLASS II
 AB6440
 AB6440.This mark is at Austin Executive Airpark (3R3)  (3R3)
 AB6440
 AB6440.The horizontal coordinates were established by GPS observations
 AB6440.and adjusted by the National Geodetic Survey in August 1996..
 AB6440
 AB6440.The orthometric height was determined by GPS observations and a
 AB6440.high-resolution geoid model.
 AB6440
 AB6440.GPS derived orthometric heights for airport stations designated as
 AB6440.PACS or SACS are published to 2 decimal places.  This maintains
 AB6440.centimeter relative accuracy between the PACS and SACS.  It does
 AB6440.not indicate centimeter accuracy relative to other marks which are
 AB6440.part of the NAVD 88 network.
 AB6440
 AB6440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6440
 AB6440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6440
 AB6440.The ellipsoidal height was determined by GPS observations
 AB6440.and is referenced to NAD 83.
 AB6440
 AB6440.The geoid height was determined by GEOID03.
 AB6440
 AB6440;                    North         East     Units Scale Factor Converg.
 AB6440;SPC TX C     - 3,085,351.304   956,202.720   MT  0.99993483   +1 22 24.7
 AB6440;SPC TX C     -10,122,523.40  3,137,141.76   sFT  0.99993483   +1 22 24.7
 AB6440;UTM  14      - 3,364,849.653   628,080.686   MT  0.99980238   +0 40 30.1
 AB6440
 AB6440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6440!SPC TX C     -   0.99996966  x   0.99993483  =   0.99990449
 AB6440!UTM  14      -   0.99996966  x   0.99980238  =   0.99977204
 AB6440
 AB6440:                Primary Azimuth Mark                     Grid Az
 AB6440:SPC TX C     -  EXECUTIVE                                008 44 14.8
 AB6440:UTM  14      -  EXECUTIVE                                009 26 09.4
 AB6440
 AB6440|---------------------------------------------------------------------|
 AB6440| PID    Reference Object                     Distance      Geod. Az  |
 AB6440|                                                           dddmmss.s |
 AB6440| BM1090 EXECUTIVE                           APPROX. 0.5 KM 0100639.5 |
 AB6440|---------------------------------------------------------------------|
 AB6440
 AB6440                          SUPERSEDED SURVEY CONTROL
 AB6440
 AB6440  ELLIP H (08/30/96)  193.25   (m)                       GP(       ) 4 2
 AB6440
 AB6440.Superseded values are not recommended for survey control.
 AB6440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6440.See file dsdata.txt to determine how the superseded data were derived.
 AB6440
 AB6440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2808164850(NAD 83)
 AB6440_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6440_SETTING: 66 = SET IN ROCK OUTCROP
 AB6440_STAMPING: 3R3 A 1995
 AB6440_MARK LOGO: NGS   
 AB6440_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6440+STABILITY: POSITION/ELEVATION WELL
 AB6440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6440+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6440
 AB6440  HISTORY     - Date     Condition        Report By
 AB6440  HISTORY     - 1995     MONUMENTED       NGS
 AB6440  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 AB6440  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AB6440
 AB6440                          STATION DESCRIPTION
 AB6440
 AB6440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6440'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTH-NORTHEAST OF
 AB6440'AUSTIN, AT THE AUSTIN EXECUTIVE AIRPARK, ON THE TOP OF A CUTBANK IN
 AB6440'THE MEDIAN OF THE RUNWAY AND THE PARALLEL TAXI NEAR RUNWAY END 36.
 AB6440'OWNERSHIP--AIRPARK ASSOCIATES.  AIRPORT MANAGER IS MARVIN LENYARD, 811
 AB6440'DESSAU ROAD, AUSTIN TX.  78753.  PHONE 512-251-2433.  TO REACH FROM
 AB6440'THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35 AND DESSAU ROAD
 AB6440'(EXIT 246) ABOUT 10 KM (6.20 MI) NORTH OF AUSTIN, GO EAST-SOUTHEAST ON
 AB6440'DESSAU ROAD FOR 0.7 KM (0.45 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 AB6440'RIGHT.  TURN RIGHT, SOUTHERLY, ON THE ENTRANCE ROAD FOR 0.8 KM (0.50
 AB6440'MI) TO THE AIRPORT OFFICE ON THE RIGHT AT THE APRON.  CONTINUE AHEAD,
 AB6440'EAST, ACROSS THE APRON FOR 0.05 KM (0.05 MI) TO THE TAXI.  TURN RIGHT,
 AB6440'SOUTH, ALONG TAXI FOR 0.58 KM (0.35 MI) TO THE STATION ON THE LEFT.
 AB6440'THE STATION IS SET FLUSH IN THE TOP OF A 0.3 M (1.0 FT) X 0.3 M (1.0
 AB6440'FT) AREA OF EXPOSED OUTCROP.  IT IS ABOUT 240 M (787.4 FT) NORTH OF
 AB6440'THE SOUTH END OF THE TAXI, 55.4 M (181.8 FT) WEST OF THE CENTER OF THE
 AB6440'RUNWAY, 13.9 M (45.6 FT) EAST OF THE CENTER OF THE TAXI, 10.9 M (35.8
 AB6440'FT) WEST OF, AND 2 M (6.6 FT) HIGHER THAN THE CENTER OF A DITCH, AND
 AB6440'2.3 M (7.5 FT) WEST OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
 AB6440
 AB6440                          STATION RECOVERY (2001)
 AB6440
 AB6440'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 AB6440'MARK NOT FOUND.
 AB6440
 AB6440                          STATION RECOVERY (2003)
 AB6440
 AB6440'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 AB6440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3888 ***********************************************************************
 AB3888  SACS        -  This is a Secondary Airport Control Station.
 AB3888  DESIGNATION -  3R5 A
 AB3888  PID         -  AB3888
 AB3888  STATE/COUNTY-  TX/GUADALUPE
 AB3888  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AB3888
 AB3888                         *CURRENT SURVEY CONTROL
 AB3888  ___________________________________________________________________
 AB3888* NAD 83(1993)-  29 42 22.18574(N)    098 02 19.87686(W)     ADJUSTED  
 AB3888* NAVD 88     -       196.14   (meters)     643.5    (feet)  GPS OBS   
 AB3888  ___________________________________________________________________
 AB3888  X           -    -775,384.944 (meters)                     COMP
 AB3888  Y           -  -5,490,133.563 (meters)                     COMP
 AB3888  Z           -   3,142,208.367 (meters)                     COMP
 AB3888  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AB3888  ELLIP HEIGHT-         170.16  (meters)          (09/21/01) GPS OBS
 AB3888  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AB3888
 AB3888  HORZ ORDER  -  FIRST
 AB3888  ELLP ORDER  -  SECOND    CLASS II
 AB3888
 AB3888.This mark is at New Braunfels Muni (3R5) Airport (3R5)
 AB3888
 AB3888.The horizontal coordinates were established by GPS observations
 AB3888.and adjusted by the National Geodetic Survey in June 1996..
 AB3888
 AB3888.The orthometric height was determined by GPS observations and a
 AB3888.high-resolution geoid model.
 AB3888
 AB3888.GPS derived orthometric heights for airport stations designated as
 AB3888.PACS or SACS are published to 2 decimal places.  This maintains
 AB3888.centimeter relative accuracy between the PACS and SACS.  It does
 AB3888.not indicate centimeter accuracy relative to other marks which are
 AB3888.part of the NAVD 88 network.
 AB3888
 AB3888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3888
 AB3888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3888
 AB3888.The ellipsoidal height was determined by GPS observations
 AB3888.and is referenced to NAD 83.
 AB3888
 AB3888.The geoid height was determined by GEOID03.
 AB3888
 AB3888;                    North         East     Units Scale Factor Converg.
 AB3888;SPC TXSC     - 4,207,942.405   692,997.500   MT  0.99988416   +0 28 15.2
 AB3888;SPC TXSC     -13,805,557.71  2,273,609.30   sFT  0.99988416   +0 28 15.2
 AB3888;UTM  14      - 3,286,612.995   592,974.353   MT  0.99970665   +0 28 34.8
 AB3888
 AB3888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3888!SPC TXSC     -   0.99997328  x   0.99988416  =   0.99985744
 AB3888!UTM  14      -   0.99997328  x   0.99970665  =   0.99967993
 AB3888
 AB3888:                Primary Azimuth Mark                     Grid Az
 AB3888:SPC TXSC     -  BRAUNPORT                                312 11 04.9
 AB3888:UTM  14      -  BRAUNPORT                                312 10 45.3
 AB3888
 AB3888|---------------------------------------------------------------------|
 AB3888| PID    Reference Object                     Distance      Geod. Az  |
 AB3888|                                                           dddmmss.s |
 AB3888| AY2092 BRAUNPORT                           APPROX. 0.5 KM 3123920.1 |
 AB3888|---------------------------------------------------------------------|
 AB3888
 AB3888                          SUPERSEDED SURVEY CONTROL
 AB3888
 AB3888  ELLIP H (06/13/96)  170.31   (m)                       GP(       ) 2 2
 AB3888
 AB3888.Superseded values are not recommended for survey control.
 AB3888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3888.See file dsdata.txt to determine how the superseded data were derived.
 AB3888
 AB3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT9297486613(NAD 83)
 AB3888_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3888_STAMPING: 3R5 A 1995
 AB3888_MARK LOGO: NGS   
 AB3888_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3888+STABILITY: SURFACE MOTION
 AB3888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3888+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 AB3888
 AB3888  HISTORY     - Date     Condition        Report By
 AB3888  HISTORY     - 1995     MONUMENTED       NGS
 AB3888  HISTORY     - 19970307 GOOD             NGS
 AB3888  HISTORY     - 19990925 GOOD             USPSQD
 AB3888
 AB3888                          STATION DESCRIPTION
 AB3888
 AB3888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB3888'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) EAST OF NEW BRAUNFELS,
 AB3888'1.3 KM (0.80 MI) SOUTHEAST OF THE COMAL-GUADALUPE COUNTY LINE, AT THE
 AB3888'NEW BRAUNFELS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF NEW BRAUNFELS,
 AB3888'P.O.  BOX 1109, NEW BRAUNFELS, TEXAS 78130, PHONE (512) 625-3425 OR
 AB3888'7633.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 AB3888'35, STATE HIGHWAY 46 AND LOOP 337 NEAR THE EAST EDGE OF NEW BRAUNFELS,
 AB3888'GO SOUTHEAST ON STATE HIGHWAY 46 FOR 4.38 KM (2.70 MI) TO FARM ROAD
 AB3888'758 IN CLEAR SPRINGS.  TURN LEFT AND GO NORTHEAST ON FARM 758 FOR 4.39
 AB3888'KM (2.70 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON
 AB3888'AIRPORT ROAD FOR 0.38 KM (0.25 MI) TO A FORK IN THE ROAD.  BEAR LEFT
 AB3888'AND GO SOUTHWEST FOR 0.15 KM (0.10 MI) TO THE END OF THE ROAD AND THE
 AB3888'AIRPORT OFFICE, AND A GATE ON THE RIGHT.  TURN RIGHT PASSING THRU THE
 AB3888'GATE AND GO SOUTHWESTERLY ACROSS THE RAMP TO AN CONNECTING TAXIWAY, GO
 AB3888'SOUTHERLY ON THE CONNECTING TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 AB3888'STATION ON THE LEFT AT THE HOLD BAR.  THE STATION IS LOCATED 250.9 FT
 AB3888'(76.5 M) NORTHEAST OF THE CENTERLINE OF RUNWAY 13-31, 196.4 FT (59.9
 AB3888'M) SOUTHWEST OF THE CENTERLINE OF THE CONNECTING TAXIWAY AND, 110.7 FT
 AB3888'(33.7 M) SOUTHEAST OF THE CENTER OF A 6X3 FT STORM DRAIN.
 AB3888
 AB3888                          STATION RECOVERY (1997)
 AB3888
 AB3888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AB3888'RECOVERED AS DESCRIBED.
 AB3888
 AB3888                          STATION RECOVERY (1999)
 AB3888
 AB3888'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB3888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6444 ***********************************************************************
 AB6444  SACS        -  This is a Secondary Airport Control Station.
 AB6444  DESIGNATION -  3R9 A
 AB6444  PID         -  AB6444
 AB6444  STATE/COUNTY-  TX/TRAVIS
 AB6444  USGS QUAD   -  BEE CAVE (1986)
 AB6444
 AB6444                         *CURRENT SURVEY CONTROL
 AB6444  ___________________________________________________________________
 AB6444* NAD 83(1993)-  30 21 12.25655(N)    097 59 35.64197(W)     ADJUSTED  
 AB6444* NAVD 88     -       275.43   (meters)     903.6    (feet)  GPS OBS   
 AB6444  ___________________________________________________________________
 AB6444  X           -    -766,029.723 (meters)                     COMP
 AB6444  Y           -  -5,455,259.006 (meters)                     COMP
 AB6444  Z           -   3,204,367.632 (meters)                     COMP
 AB6444  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 AB6444  ELLIP HEIGHT-         250.14  (meters)          (07/11/01) GPS OBS
 AB6444  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AB6444
 AB6444  HORZ ORDER  -  FIRST
 AB6444  ELLP ORDER  -  FIFTH     CLASS I
 AB6444
 AB6444.This mark is at Lakeway Airpark (3R9)  (3R9)
 AB6444
 AB6444.The horizontal coordinates were established by GPS observations
 AB6444.and adjusted by the National Geodetic Survey in September 1996..
 AB6444
 AB6444.The orthometric height was determined by GPS observations and a
 AB6444.high-resolution geoid model.
 AB6444
 AB6444.GPS derived orthometric heights for airport stations designated as
 AB6444.PACS or SACS are published to 2 decimal places.  This maintains
 AB6444.centimeter relative accuracy between the PACS and SACS.  It does
 AB6444.not indicate centimeter accuracy relative to other marks which are
 AB6444.part of the NAVD 88 network.
 AB6444
 AB6444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6444
 AB6444.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6444
 AB6444.The ellipsoidal height was determined by GPS observations
 AB6444.and is referenced to NAD 83.
 AB6444
 AB6444.The geoid height was determined by GEOID03.
 AB6444
 AB6444;                    North         East     Units Scale Factor Converg.
 AB6444;SPC TX C     - 3,078,495.629   924,954.270   MT  0.99994523   +1 12 19.0
 AB6444;SPC TX C     -10,100,031.08  3,034,620.80   sFT  0.99994523   +1 12 19.0
 AB6444;UTM  14      - 3,358,376.098   596,756.823   MT  0.99971549   +0 30 31.6
 AB6444
 AB6444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6444!SPC TX C     -   0.99996072  x   0.99994523  =   0.99990595
 AB6444!UTM  14      -   0.99996072  x   0.99971549  =   0.99967622
 AB6444
 AB6444:                Primary Azimuth Mark                     Grid Az
 AB6444:SPC TX C     -  LAKEPORT                                 346 09 01.3
 AB6444:UTM  14      -  LAKEPORT                                 346 50 48.7
 AB6444
 AB6444|---------------------------------------------------------------------|
 AB6444| PID    Reference Object                     Distance      Geod. Az  |
 AB6444|                                                           dddmmss.s |
 AB6444| BM1102 LAKEPORT                            464.786 METERS 3472120.3 |
 AB6444|---------------------------------------------------------------------|
 AB6444
 AB6444                          SUPERSEDED SURVEY CONTROL
 AB6444
 AB6444  ELLIP H (09/03/96)  250.18   (m)                       GP(       ) 5 1
 AB6444
 AB6444.Superseded values are not recommended for survey control.
 AB6444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6444.See file dsdata.txt to determine how the superseded data were derived.
 AB6444
 AB6444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9675758376(NAD 83)
 AB6444_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6444_SETTING: 66 = SET IN ROCK OUTCROP
 AB6444_STAMPING: 3R9 A 1995
 AB6444_MARK LOGO: NGS   
 AB6444_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6444+STABILITY: POSITION/ELEVATION WELL
 AB6444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6444+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2003
 AB6444
 AB6444  HISTORY     - Date     Condition        Report By
 AB6444  HISTORY     - 1995     MONUMENTED       NGS
 AB6444  HISTORY     - 20010224 GOOD             USPSQD
 AB6444  HISTORY     - 20030601 GOOD             USPSQD
 AB6444
 AB6444                          STATION DESCRIPTION
 AB6444
 AB6444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6444'NOTE--AIRPORT OWNERSHIP MAY CHANGE IN THE NEAR FUTURE.  THE STATION IS
 AB6444'LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF BEE CAVE AT THE LAKEWAY
 AB6444'AIRPORT, ACROSS THE RUNWAY FROM THE SOUTHERN MOST DRIVE TO A HOUSE,
 AB6444'BETWEEN A TRACK ROAD AND THE RUNWAY, JUST NORTHOF RUNWAY END 34.
 AB6444'OWNERSHIP--LAKEWAY COMPANY, ONE WORLD OF TENNIS SQUARE, AUSTIN, TX
 AB6444'78738.  AIRPORT MANAGER IS ROLAND SPIVEY, 115 FLYING SCOTT ROAD,
 AB6444'AUSTIN, TX 78734.  HOME PHONE IS 512-261-7789.  AIRPORT PHONE IS
 AB6444'512-261-7250.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AB6444'71 AND FARM ROAD 620 IN BEE CAVE, GO NORTHERLY ON FARM ROAD 620 FOR
 AB6444'6.4 KM (3.95 MI) TO LAKEWAY DRIVE ON THE LEFT.  TURN LEFT, NORTHWEST,
 AB6444'ON LAKEWAY DRIVE FOR 3.05 KM (1.90 MI) TO CHAMPION DRIVE ON THE RIGHT.
 AB6444'TURN RIGHT, NORTHWESTERLY, ON CHAMPION DRIVE FOR 0.37 KM (0.20 MI) TO
 AB6444'FLYING SCOTT ROAD ON THE RIGHT.  TURN RIGHT, NORTHWEST, ON FLYING
 AB6444'SCOTT ROAD FOR 0.1 KM (0.05 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.
 AB6444'TURN LEFT, SOUTHWEST, ON THE ROAD AND ACROSS THE APRON FOR 0.19 KM
 AB6444'(0.10 MI) TO THE RUNWAY.  TURN LEFT, SOUTH-SOUTHEAST, ALONG RUNWAY FOR
 AB6444'0.55 KM (0.35 MI) TO THE SOUTH ONE OF TWO WINDSOCKS AND THE STATION ON
 AB6444'THE LEFT.  THE STATION IS SET FLUSH IN THE TOP NEAR THE CENTER OF A
 AB6444'LINE OF EXPOSED ROCK OUTCROP. IT IS 28.1 M (92.2 FT) EAST-NORTHEAST OF
 AB6444'THE CENTER OF THE RUNWAY, 10.7 M (35.1 FT) WEST-SOUTHWEST OF THE
 AB6444'CENTER OF THE TRACK ROAD, 11.4 M (37.4 FT) SOUTHEAST OF A WINDSOCK,
 AB6444'5.5 M (18.0 FT) NORTH-NORTHWEST OF, AND ACROSS THE RUNWAY FROM THE
 AB6444'EXTENDED CENTER OF PAVED DRIVE, AND 2.2 M (7.2 FT) WEST-SOUTHWEST OF A
 AB6444'WITNESS POST.  DESCRIBED BY D.G.  AUG
 AB6444
 AB6444                          STATION RECOVERY (2001)
 AB6444
 AB6444'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGS)
 AB6444'RECOVERED IN GOOD CONDITION.
 AB6444
 AB6444                          STATION RECOVERY (2003)
 AB6444
 AB6444'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AB6444'DESCRIPTION IS VALID EXCEPT THERE IS NOW ONLY ONE PAVED DRIVE IN THE
 AB6444'VICINITY OF THE SOUTH WINDSOCK AND MARK IS ON THE OPPOSITE SIDE OF THE
 AB6444'RUNWAY AND ABOUT 8 METERS (27 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 AB6444'THE CONCRETE DRIVE.  BECAUSE OF RUNOFF FROM RUNWAY, MARK WILL ALWAYS
 AB6444'BE UNDER A COUPLE OF INCHES OF DIRT.  WITNESS POST NO LONGER STANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2782 ***********************************************************************
 AB2782  PACS        -  This is a Primary Airport Control Station.
 AB2782  DESIGNATION -  3T1 A 1994
 AB2782  PID         -  AB2782
 AB2782  STATE/COUNTY-  TX/WOOD
 AB2782  USGS QUAD   -  MINEOLA (1981)
 AB2782
 AB2782                         *CURRENT SURVEY CONTROL
 AB2782  ___________________________________________________________________
 AB2782* NAD 83(1993)-  32 44 11.92646(N)    095 29 47.05561(W)     ADJUSTED  
 AB2782* NAVD 88     -       131.45   (meters)     431.3    (feet)  GPS OBS   
 AB2782  ___________________________________________________________________
 AB2782  X           -    -514,395.897 (meters)                     COMP
 AB2782  Y           -  -5,345,721.987 (meters)                     COMP
 AB2782  Z           -   3,429,484.496 (meters)                     COMP
 AB2782  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AB2782  ELLIP HEIGHT-         105.31  (meters)          (10/24/00) GPS OBS
 AB2782  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AB2782
 AB2782  HORZ ORDER  -  B
 AB2782  ELLP ORDER  -  FOURTH    CLASS II
 AB2782
 AB2782.This mark is at Mineola-Quitman (3T1) Airport (3T1)
 AB2782
 AB2782.The horizontal coordinates were established by GPS observations
 AB2782.and adjusted by the National Geodetic Survey in February 1996..
 AB2782
 AB2782.The orthometric height was determined by GPS observations and a
 AB2782.high-resolution geoid model.
 AB2782
 AB2782.GPS derived orthometric heights for airport stations designated as
 AB2782.PACS or SACS are published to 2 decimal places.  This maintains
 AB2782.centimeter relative accuracy between the PACS and SACS.  It does
 AB2782.not indicate centimeter accuracy relative to other marks which are
 AB2782.part of the NAVD 88 network.
 AB2782
 AB2782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2782
 AB2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2782
 AB2782.The ellipsoidal height was determined by GPS observations
 AB2782.and is referenced to NAD 83.
 AB2782
 AB2782.The geoid height was determined by GEOID03.
 AB2782
 AB2782;                    North         East     Units Scale Factor Converg.
 AB2782;SPC TXNC     - 2,122,673.795   881,456.622   MT  0.99988764   +1 38 17.3
 AB2782;SPC TXNC     - 6,964,138.94  2,891,912.27   sFT  0.99988764   +1 38 17.3
 AB2782;UTM  15      - 3,624,849.068   266,075.003   MT  1.00027479   -1 21 02.2
 AB2782
 AB2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2782!SPC TXNC     -   0.99998347  x   0.99988764  =   0.99987111
 AB2782!UTM  15      -   0.99998347  x   1.00027479  =   1.00025825
 AB2782
 AB2782|---------------------------------------------------------------------|
 AB2782| PID    Reference Object                     Distance      Geod. Az  |
 AB2782|                                                           dddmmss.s |
 AB2782| CR1377 MINPORT                             373.582 METERS 00116     |
 AB2782|---------------------------------------------------------------------|
 AB2782
 AB2782                          SUPERSEDED SURVEY CONTROL
 AB2782
 AB2782  ELLIP H (02/20/96)  105.34   (m)                       GP(       ) 1 1
 AB2782
 AB2782.Superseded values are not recommended for survey control.
 AB2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2782.See file dsdata.txt to determine how the superseded data were derived.
 AB2782
 AB2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6607524849(NAD 83)
 AB2782_MARKER: I = METAL ROD
 AB2782_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2782_STAMPING: 3T1 A 1994
 AB2782_MARK LOGO: NGS   
 AB2782_PROJECTION: FLUSH
 AB2782_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2782+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2782_ROD/PIPE-DEPTH: 7.5  meters
 AB2782_SLEEVE-DEPTH  : 0.90 meters
 AB2782
 AB2782  HISTORY     - Date     Condition        Report By
 AB2782  HISTORY     - 1994     MONUMENTED       NGS
 AB2782
 AB2782                          STATION DESCRIPTION
 AB2782
 AB2782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2782'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) NORTH OF MINEOLA, 6 KM
 AB2782'(3.70 MI) SOUTHWEST OF QUITMAN, AT THE MINEOLA-QUITMAN AIRPORT, IN
 AB2782'GRASS ON THE NORTH SIDE OF A SMALL MARSH, ON THE SOUTH SIDE OF THE
 AB2782'HOLDING RAMP AT RUNWAY END 36.  OWNERSHIP-- WOOD COUNTY, WOOD COUNTY
 AB2782'COURTHOUSE, QUITMAN, TX 75783.  PHONE 903-763-2716.  AIRPORT MANAGER
 AB2782'IS TIM MORROW.  PHONE 903-768-2000.  TO REACH FROM THE JUNCTION OF
 AB2782'U.S.  HIGHWAY 69 AND STATE HIGHWAY 37 AT THE NORTH EDGE OF MINEOLA, GO
 AB2782'NORTH ON STATE HIGHWAY 37 FOR 7.2 KM (4.45 MI) TO WOOD COUNTY ROAD
 AB2782'2330 ON THE LEFT.  TURN LEFT, WEST, ON COUNTY ROAD 2330 FOR 1.0 KM
 AB2782'(0.60 MI) TO A FORK.  BEAR LEFT, WEST ON THE ROAD FOR 0.4 KM (0.25 MI)
 AB2782'TO A FORK.  BEAR RIGHT, WEST, ON COUNTY ROAD 2355 FOR 0.12 KM (0.05
 AB2782'MI) TO A GATE.  PASS THROUGH THE GATE, WEST ON COUNTY ROAD 2355 FOR
 AB2782'0.35 KM (0.20 MI) TO THE AIRPORT ADMINISTRATION BUILDING AND APRON.
 AB2782'TURN LEFT, SOUTHWEST, ACROSS THE APRON FOR 0.12 KM (0.05 MI) TO THE
 AB2782'TAXI.  TURN RIGHT, WEST, ON TAXI FOR 0.08 KM (0.05 MI) TO THE RUNWAY.
 AB2782'TURN LEFT, SOUTH, ALONG THE RUNWAY FOR 0.4 KM (0.25 MI) TO THE STATION
 AB2782'ON THE SOUTH SIDE OF THE RAMP.  THE STATION IS A PUNCH HOLE TOP CENTER
 AB2782'OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AB2782'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AB2782'SET FLUSH WITH THE GROUND.  IT IS 30.3 M (99.4 FT) EAST-SOUTHEAST OF
 AB2782'THE CENTER OF THE END OF THE RUNWAY, 18.0 M (59.1 FT) EAST-SOUTHEAST
 AB2782'OF THE EAST RUNWAY END LIGHT, 5.5 M (18.0 FT) SOUTH OF THE SOUTH EDGE
 AB2782'OF THE RAMP, AND 0.55 M (1.80 FT) NORTH OF A FIBERGLASS WITNESS POST.
 AB2782'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3200 ***********************************************************************
 AB3200  PACS        -  This is a Primary Airport Control Station.
 AB3200  DESIGNATION -  3T5 A
 AB3200  PID         -  AB3200
 AB3200  STATE/COUNTY-  TX/FAYETTE
 AB3200  USGS QUAD   -  LA GRANGE WEST (1981)
 AB3200
 AB3200                         *CURRENT SURVEY CONTROL
 AB3200  ___________________________________________________________________
 AB3200* NAD 83(1993)-  29 54 33.42473(N)    096 57 00.40451(W)     ADJUSTED  
 AB3200* NAVD 88     -        95.42   (meters)     313.1    (feet)  GPS OBS   
 AB3200  ___________________________________________________________________
 AB3200  X           -    -669,561.929 (meters)                     COMP
 AB3200  Y           -  -5,492,677.588 (meters)                     COMP
 AB3200  Z           -   3,161,695.252 (meters)                     COMP
 AB3200  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AB3200  ELLIP HEIGHT-          68.59  (meters)          (10/24/00) GPS OBS
 AB3200  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AB3200
 AB3200  HORZ ORDER  -  B
 AB3200  ELLP ORDER  -  FOURTH    CLASS II
 AB3200
 AB3200.This mark is at Fayette Regional Air Center  (3T5)
 AB3200
 AB3200.The horizontal coordinates were established by GPS observations
 AB3200.and adjusted by the National Geodetic Survey in February 1996..
 AB3200
 AB3200.The orthometric height was determined by GPS observations and a
 AB3200.high-resolution geoid model.
 AB3200
 AB3200.GPS derived orthometric heights for airport stations designated as
 AB3200.PACS or SACS are published to 2 decimal places.  This maintains
 AB3200.centimeter relative accuracy between the PACS and SACS.  It does
 AB3200.not indicate centimeter accuracy relative to other marks which are
 AB3200.part of the NAVD 88 network.
 AB3200
 AB3200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3200
 AB3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3200
 AB3200.The ellipsoidal height was determined by GPS observations
 AB3200.and is referenced to NAD 83.
 AB3200
 AB3200.The geoid height was determined by GEOID03.
 AB3200
 AB3200;                    North         East     Units Scale Factor Converg.
 AB3200;SPC TXSC     - 4,231,808.614   797,938.382   MT  0.99991334   +1 00 15.4
 AB3200;SPC TXSC     -13,883,858.76  2,617,902.84   sFT  0.99991334   +1 00 15.4
 AB3200;UTM  14      - 3,310,499.197   697,907.870   MT  1.00008327   +1 01 20.9
 AB3200
 AB3200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3200!SPC TXSC     -   0.99998923  x   0.99991334  =   0.99990257
 AB3200!UTM  14      -   0.99998923  x   1.00008327  =   1.00007250
 AB3200
 AB3200:                Primary Azimuth Mark                     Grid Az
 AB3200:SPC TXSC     -  3T5 C                                    161 00 16.8
 AB3200:UTM  14      -  3T5 C                                    160 59 11.3
 AB3200
 AB3200|---------------------------------------------------------------------|
 AB3200| PID    Reference Object                     Distance      Geod. Az  |
 AB3200|                                                           dddmmss.s |
 AB3200| AC5697 3T5 C                               APPROX. 0.6 KM 1620032.2 |
 AB3200|---------------------------------------------------------------------|
 AB3200
 AB3200                          SUPERSEDED SURVEY CONTROL
 AB3200
 AB3200  ELLIP H (02/20/96)   68.74   (m)                       GP(       ) 3 2
 AB3200
 AB3200.Superseded values are not recommended for survey control.
 AB3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3200.See file dsdata.txt to determine how the superseded data were derived.
 AB3200
 AB3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9790810499(NAD 83)
 AB3200_MARKER: I = METAL ROD
 AB3200_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3200_STAMPING: 3T5 A 1995
 AB3200_MARK LOGO: NGS   
 AB3200_PROJECTION: FLUSH
 AB3200_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3200+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3200_ROD/PIPE-DEPTH: 8.1  meters
 AB3200_SLEEVE-DEPTH  : 0.90 meters
 AB3200
 AB3200  HISTORY     - Date     Condition        Report By
 AB3200  HISTORY     - 1995     MONUMENTED       NGS
 AB3200  HISTORY     - 19990913 GOOD             TXDOT
 AB3200
 AB3200                          STATION DESCRIPTION
 AB3200
 AB3200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3200'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF LA GRANGE AT THE
 AB3200'FAYETTE REGIONAL AIR CENTER, IN GRASS IN THE SOUTHEAST QUADRANT OF THE
 AB3200'JUNCTION OF THE RUNWAY AND MIDFIELD CONNECTOR. OWNERSHIP--FAYETTE
 AB3200'COUNTY, COUNTY COURTHOUSE, LA GRANGE, TX 78965. AIRPORT MANAGER IS
 AB3200'EDWARD JANECKA, COUNTY JUDGE.  PHONE 409-968-6469.  TO REACH FROM THE
 AB3200'OVERPASS AT THE JUNCTION OF STATE HIGHWAY 71 AND BUSINESS HIGHWAY 71
 AB3200'ON THE WEST SIDE OF LA GRANGE, GO NORTHWEST ON HIGHWAY 71 FOR 2.9 KM
 AB3200'(1.80 MI) TO A PAVED ROAD LEFT (AIRPORT ROAD) , AND A GRAVEL ROAD
 AB3200'RIGHT (HUELSEBUSCH ROAD) .  TURN LEFT, SOUTHWEST, ON AIRPORT ROAD FOR
 AB3200'1.0 KM (0.60 MI) TO AN OFFSET CROSSROAD (PROPANE LANE) .  CONTINUE
 AB3200'SOUTHWESTERLY ON AIRPORT ROAD PASSING THROUGH THE ENTRANCE GATE AND
 AB3200'ACROSS THE TIE DOWN AREA FOR 0.35 KM (0.20 MI) TO A RUNWAY CONNECTOR
 AB3200'ON THE LEFT.  TURN LEFT, SOUTHWEST, ON THE CONNECTOR FOR 0.1 KM (0.05
 AB3200'MI) TO THE STATION ON THE LEFT JUST BEFORE THE RUNWAY.  THE STATION IS
 AB3200'A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROAD IN A 2.5 CM GREASE
 AB3200'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AB3200'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 34.2 M (112.2
 AB3200'FT) EAST-NORTHEAST OF THE CENTER OF THE RUNWAY, 12.1 M (39.7 FT)
 AB3200'SOUTH-SOUTHEAST OF THE CENTER OF THE CONNECTOR, 7.1 M (23.3 FT)
 AB3200'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A CONCRETE CULVERT, 3.6 M
 AB3200'(11.8 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A RAMP SIGN, AND 0.5 M
 AB3200'(1.6 FT) NORTHEAST OF A WITNESS POST.  DESCRIBED BY D.G.  AUG  THIS IS
 AB3200'A PAC STATION.
 AB3200
 AB3200                          STATION RECOVERY (1999)
 AB3200
 AB3200'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AB3200'AIRPORT ENTRANCE AND CONNECTOR HAVE CHANED SINCE THE 1995 DESCRIPTION-
 AB3200'THE 1995 TO REACH IS GOOD UP TO THE ENTRANCE GATE AT THAT POINT
 AB3200'(KEYPAD ENTRY 0292) THE STATION BEARS ABOUT 50 MAGNETIC TO THE RIGHT
 AB3200'AND THE WITNESS POST CAN BE SEEN JUST TO THE LEFT OF A RUNWAY 34-16
 AB3200'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5696 ***********************************************************************
 AC5696  SACS        -  This is a Secondary Airport Control Station.
 AC5696  DESIGNATION -  3T5 B
 AC5696  PID         -  AC5696
 AC5696  STATE/COUNTY-  TX/FAYETTE
 AC5696  USGS QUAD   -  LA GRANGE WEST (1981)
 AC5696
 AC5696                         *CURRENT SURVEY CONTROL
 AC5696  ___________________________________________________________________
 AC5696* NAD 83(1993)-  29 54 52.14541(N)    096 57 07.21630(W)     ADJUSTED  
 AC5696* NAVD 88     -        93.34   (meters)     306.2    (feet)  GPS OBS   
 AC5696  ___________________________________________________________________
 AC5696  X           -    -669,708.311 (meters)                     COMP
 AC5696  Y           -  -5,492,368.348 (meters)                     COMP
 AC5696  Z           -   3,162,193.885 (meters)                     COMP
 AC5696  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AC5696  ELLIP HEIGHT-          66.52  (meters)          (01/26/01) GPS OBS
 AC5696  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AC5696
 AC5696  HORZ ORDER  -  FIRST
 AC5696  ELLP ORDER  -  FIFTH     CLASS I
 AC5696
 AC5696.This mark is at Fayette Regional Air Center  (3T5)
 AC5696
 AC5696.The horizontal coordinates were established by GPS observations
 AC5696.and adjusted by the National Geodetic Survey in January 1997..
 AC5696
 AC5696.The orthometric height was determined by GPS observations and a
 AC5696.high-resolution geoid model.
 AC5696
 AC5696.GPS derived orthometric heights for airport stations designated as
 AC5696.PACS or SACS are published to 2 decimal places.  This maintains
 AC5696.centimeter relative accuracy between the PACS and SACS.  It does
 AC5696.not indicate centimeter accuracy relative to other marks which are
 AC5696.part of the NAVD 88 network.
 AC5696
 AC5696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5696
 AC5696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5696
 AC5696.The ellipsoidal height was determined by GPS observations
 AC5696.and is referenced to NAD 83.
 AC5696
 AC5696.The geoid height was determined by GEOID03.
 AC5696
 AC5696;                    North         East     Units Scale Factor Converg.
 AC5696;SPC TXSC     - 4,232,381.721   797,745.599   MT  0.99991425   +1 00 12.0
 AC5696;SPC TXSC     -13,885,739.03  2,617,270.35   sFT  0.99991425   +1 00 12.0
 AC5696;UTM  14      - 3,311,072.340   697,714.872   MT  1.00008232   +1 01 18.1
 AC5696
 AC5696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5696!SPC TXSC     -   0.99998955  x   0.99991425  =   0.99990380
 AC5696!UTM  14      -   0.99998955  x   1.00008232  =   1.00007187
 AC5696
 AC5696                          SUPERSEDED SURVEY CONTROL
 AC5696
 AC5696  ELLIP H (01/28/97)   66.67   (m)                       GP(       ) 5 1
 AC5696
 AC5696.Superseded values are not recommended for survey control.
 AC5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5696.See file dsdata.txt to determine how the superseded data were derived.
 AC5696
 AC5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9771511072(NAD 83)
 AC5696_MARKER: I = METAL ROD
 AC5696_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5696_STAMPING: 3T5 B 1995
 AC5696_MARK LOGO: NGS   
 AC5696_PROJECTION: FLUSH
 AC5696_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5696+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5696_ROD/PIPE-DEPTH: 5.51 meters
 AC5696_SLEEVE-DEPTH  : 0.90 meters
 AC5696
 AC5696  HISTORY     - Date     Condition        Report By
 AC5696  HISTORY     - 1995     MONUMENTED       NGS
 AC5696
 AC5696                          STATION DESCRIPTION
 AC5696
 AC5696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC5696'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF LA GRANGE AT THE
 AC5696'FAYETTE REGIONAL AIR CENTER, IN GRASS IN THE SOUTHEAST QUADRANT OF THE
 AC5696'JUNCTION OF THE RUNWAY AND CONNECTOR AT RUNWAY END 16.
 AC5696'OWNERSHIP--FAYETTE COUNTY, COUNTY COURTHOUSE, LA GRANGE, TX 78965.
 AC5696'AIRPORT MANAGER IS EDWARD JANECKA, COUNTY JUDGE.  PHONE 409-968-6469.
 AC5696'TO REACH FROM THE OVERPASS AT THE JUNCTION OF STATE HIGHWAY 71 AND
 AC5696'BUSINESS HIGHWAY 71 ON THE WEST SIDE OF LA GRANGE, GO NORTHWEST ON
 AC5696'HIGHWAY 71 FOR 2.9 KM (1.80 MI) TO A PAVED ROAD LEFT (AIRPORT ROAD) ,
 AC5696'AND A GRAVEL ROAD RIGHT (HUELSEBUSCH ROAD) .  TURN LEFT, SOUTHWEST, ON
 AC5696'AIRPORT ROAD FOR 1.0 KM (0.60 MI) TO AN OFFSET CROSSROAD (PROPANE
 AC5696'LANE) .  CONTINUE SOUTHWESTERLY ON AIRPORT ROAD PASSING THROUGH THE
 AC5696'ENTRANCE GATE AND ACROSS THE TIE DOWN AREA FOR 0.35 KM (0.20 MI) TO A
 AC5696'RUNWAY CONNECTOR ON THE LEFT.  TURN LEFT, SOUTHWEST, ON THE CONNECTOR
 AC5696'FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN RIGHT, NORTH-NORTHWEST,
 AC5696'ALONG RUNWAY FOR 0.59 KM (0.35 MI) TO THE STATION ON THE RIGHT.  THE
 AC5696'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROAD IN A 2.5
 AC5696'CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 AC5696'A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS
 AC5696'33.9 M (111.2 FT) EAST-NORTHEAST OF THE CENTER OF THE RUNWAY, 11.7 M
 AC5696'(38.4 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE CONNECTOR, 5.1 M (16.7
 AC5696'FT) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE HEADWALL OF A
 AC5696'CULVERT, 4.3 M (14.1 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A
 AC5696'SIGN 16, AND 0.6 M (2.0 FT) NORTH-NORTHWEST OF A WITNESS POST.
 AC5696'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5697 ***********************************************************************
 AC5697  SACS        -  This is a Secondary Airport Control Station.
 AC5697  DESIGNATION -  3T5 C
 AC5697  PID         -  AC5697
 AC5697  STATE/COUNTY-  TX/FAYETTE
 AC5697  USGS QUAD   -  LA GRANGE WEST (1981)
 AC5697
 AC5697                         *CURRENT SURVEY CONTROL
 AC5697  ___________________________________________________________________
 AC5697* NAD 83(1993)-  29 54 15.49639(N)    096 56 53.72197(W)     ADJUSTED  
 AC5697* NAVD 88     -        97.37   (meters)     319.5    (feet)  GPS OBS   
 AC5697  ___________________________________________________________________
 AC5697  X           -    -669,417.479 (meters)                     COMP
 AC5697  Y           -  -5,492,974.174 (meters)                     COMP
 AC5697  Z           -   3,161,217.678 (meters)                     COMP
 AC5697  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AC5697  ELLIP HEIGHT-          70.53  (meters)          (01/26/01) GPS OBS
 AC5697  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AC5697
 AC5697  HORZ ORDER  -  FIRST
 AC5697  ELLP ORDER  -  FIFTH     CLASS I
 AC5697
 AC5697.This mark is at Fayette Regional Air Center  (3T5)
 AC5697
 AC5697.The horizontal coordinates were established by GPS observations
 AC5697.and adjusted by the National Geodetic Survey in January 1997..
 AC5697
 AC5697.The orthometric height was determined by GPS observations and a
 AC5697.high-resolution geoid model.
 AC5697
 AC5697.GPS derived orthometric heights for airport stations designated as
 AC5697.PACS or SACS are published to 2 decimal places.  This maintains
 AC5697.centimeter relative accuracy between the PACS and SACS.  It does
 AC5697.not indicate centimeter accuracy relative to other marks which are
 AC5697.part of the NAVD 88 network.
 AC5697
 AC5697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5697
 AC5697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5697
 AC5697.The ellipsoidal height was determined by GPS observations
 AC5697.and is referenced to NAD 83.
 AC5697
 AC5697.The geoid height was determined by GEOID03.
 AC5697
 AC5697;                    North         East     Units Scale Factor Converg.
 AC5697;SPC TXSC     - 4,231,259.842   798,127.289   MT  0.99991247   +1 00 18.6
 AC5697;SPC TXSC     -13,882,058.33  2,618,522.61   sFT  0.99991247   +1 00 18.6
 AC5697;UTM  14      - 3,309,950.392   698,096.983   MT  1.00008419   +1 01 23.7
 AC5697
 AC5697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5697!SPC TXSC     -   0.99998892  x   0.99991247  =   0.99990139
 AC5697!UTM  14      -   0.99998892  x   1.00008419  =   1.00007311
 AC5697
 AC5697:                Primary Azimuth Mark                     Grid Az
 AC5697:SPC TXSC     -  3T5 A                                    341 00 17.0
 AC5697:UTM  14      -  3T5 A                                    340 59 11.9
 AC5697
 AC5697|---------------------------------------------------------------------|
 AC5697| PID    Reference Object                     Distance      Geod. Az  |
 AC5697|                                                           dddmmss.s |
 AC5697| AB3200 3T5 A                               APPROX. 0.6 KM 3420035.6 |
 AC5697|---------------------------------------------------------------------|
 AC5697
 AC5697                          SUPERSEDED SURVEY CONTROL
 AC5697
 AC5697  ELLIP H (01/28/97)   70.69   (m)                       GP(       ) 5 1
 AC5697
 AC5697.Superseded values are not recommended for survey control.
 AC5697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5697.See file dsdata.txt to determine how the superseded data were derived.
 AC5697
 AC5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9809709950(NAD 83)
 AC5697_MARKER: I = METAL ROD
 AC5697_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5697_STAMPING: 3T5 C 1995
 AC5697_MARK LOGO: NGS   
 AC5697_PROJECTION: FLUSH
 AC5697_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5697+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5697_ROD/PIPE-DEPTH: 3.65 meters
 AC5697_SLEEVE-DEPTH  : 0.90 meters
 AC5697
 AC5697  HISTORY     - Date     Condition        Report By
 AC5697  HISTORY     - 1995     MONUMENTED       NGS
 AC5697
 AC5697                          STATION DESCRIPTION
 AC5697
 AC5697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC5697'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF LA GRANGE AT THE
 AC5697'FAYETTE REGIONAL AIR CENTER, IN GRASS IN THE NORTHEAST QUADRANT OF THE
 AC5697'JUNCTION OF THE RUNWAY AND CONNECTOR AT RUNWAY END 34.
 AC5697'OWNERSHIP--FAYETTE COUNTY, COUNTY COURTHOUSE, LA GRANGE, TX 78965.
 AC5697'AIRPORT MANAGER IS EDWARD JANECKA, COUNTY JUDGE.  PHONE 409-968-6469.
 AC5697'TO REACH FROM THE OVERPASS AT THE JUNCTION OF STATE HIGHWAY 71 AND
 AC5697'BUSINESS HIGHWAY 71 ON THE WEST SIDE OF LA GRANGE, GO NORTHWEST ON
 AC5697'HIGHWAY 71 FOR 2.9 KM (1.80 MI) TO A PAVED ROAD LEFT (AIRPORT ROAD) ,
 AC5697'AND A GRAVEL ROAD RIGHT (HUELSEBUSCH ROAD) .  TURN LEFT, SOUTHWEST, ON
 AC5697'AIRPORT ROAD FOR 1.0 KM (0.60 MI) TO AN OFFSET CROSSROAD (PROPANE
 AC5697'LANE) .  CONTINUE SOUTHWESTERLY ON AIRPORT ROAD PASSING THROUGH THE
 AC5697'ENTRANCE GATE AND ACROSS THE TIE DOWN AREA FOR 0.35 KM (0.20 MI) TO A
 AC5697'RUNWAY CONNECTOR ON THE LEFT.  TURN LEFT, SOUTHWEST, ON THE CONNECTOR
 AC5697'FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN LEFT, SOUTH-SOUTHEAST, ALONG
 AC5697'RUNWAY FOR 0.59 KM (0.35 MI) TO THE STATION ON THE LEFT.  THE STATION
 AC5697'IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROAD IN A 2.5 CM
 AC5697'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A
 AC5697'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 44.2
 AC5697'M (145.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE DRAIN,
 AC5697'38.9 M (127.6 FT) EAST-NORTHEAST OF THE CENTER OF THE RUNWAY, 23.7 M
 AC5697'(77.8 FT) SOUTHEAST OF THE EAST ONE OF TWO BLUE RUNWAY LIGHTS, 11.2 M
 AC5697'(36.7 FT) NORTH-NORTHWEST OF THE CENTER OF THE CONNECTOR, 0.5 M (1.6
 AC5697'FT) WEST-SOUTHWEST OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0211 ***********************************************************************
 CE0211  DESIGNATION -  4
 CE0211  PID         -  CE0211
 CE0211  STATE/COUNTY-  TX/EL PASO
 CE0211  USGS QUAD   -  CANUTILLO (1995)
 CE0211
 CE0211                         *CURRENT SURVEY CONTROL
 CE0211  ___________________________________________________________________
 CE0211* NAD 83(1986)-  31 54 46.     (N)    106 35 59.     (W)     SCALED    
 CE0211* NAVD 88     -      1149.160  (meters)    3770.20   (feet)  ADJUSTED  
 CE0211  ___________________________________________________________________
 CE0211  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0211  DYNAMIC HT  -        1147.450 (meters)    3764.59  (feet)  COMP
 CE0211  MODELED GRAV-     979,112.6   (mgal)                       NAVD 88
 CE0211
 CE0211  VERT ORDER  -  FIRST     CLASS II
 CE0211
 CE0211.The horizontal coordinates were scaled from a topographic map and have
 CE0211.an estimated accuracy of +/- 6 seconds.
 CE0211
 CE0211.The orthometric height was determined by differential leveling
 CE0211.and adjusted by the National Geodetic Survey in June 1991..
 CE0211.WARNING-Repeat measurements at this control monument indicate possible
 CE0211.vertical movement.
 CE0211
 CE0211.The geoid height was determined by GEOID03.
 CE0211
 CE0211.The dynamic height is computed by dividing the NAVD 88
 CE0211.geopotential number by the normal gravity value computed on the
 CE0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0211.degrees latitude (g = 980.6199 gals.).
 CE0211
 CE0211.The modeled gravity was interpolated from observed gravity values.
 CE0211
 CE0211;                    North         East    Units  Estimated Accuracy
 CE0211;SPC TX C     - 3,265,700.      107,620.      MT  (+/- 180 meters Scaled)
 CE0211
 CE0211                          SUPERSEDED SURVEY CONTROL
 CE0211
 CE0211  NGVD 29 (??/??/92) 1148.65   (m)         3768.5    (f) COMPUTED    1 2
 CE0211
 CE0211.Superseded values are not recommended for survey control.
 CE0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0211.See file dsdata.txt to determine how the superseded data were derived.
 CE0211
 CE0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR487318(NAD 83)
 CE0211_MARKER: DD = SURVEY DISK
 CE0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0211_STAMPING: ELEV 3769 FT 4
 CE0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0211+STABILITY: SURFACE MOTION
 CE0211
 CE0211  HISTORY     - Date     Condition        Report By
 CE0211  HISTORY     - UNK      MONUMENTED       NMTXBC
 CE0211  HISTORY     - 1952     GOOD             NGS
 CE0211  HISTORY     - 1954     GOOD             NGS
 CE0211  HISTORY     - 1979     POOR             USGS
 CE0211
 CE0211                          STATION DESCRIPTION
 CE0211
 CE0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0211'IN CANUTILLO.
 CE0211'AT CANUTILLO, 227 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CE0211'ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION, 47.6 FEET WEST OF THE
 CE0211'WEST RAIL OF THE MAIN TRACK, 36 FEET EAST OF THE EAST BANK OF THE RIO
 CE0211'GRANDE RIVER, 4 FEET NORTHEAST OF A FENCE CORNER, SET IN THE TOP OF A
 CE0211'CONCRETE POST WHICH PROJECTS 2.4 FEET ABOVE THE GROUND.
 CE0211
 CE0211                          STATION RECOVERY (1954)
 CE0211
 CE0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0211'RECOVERED IN GOOD CONDITION.
 CE0211
 CE0211                          STATION RECOVERY (1979)
 CE0211
 CE0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CE0211'POST TILTED BADLY. BASE FOR POST EXPOSED AND TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0238 ***********************************************************************
 CB0238  DESIGNATION -  4
 CB0238  PID         -  CB0238
 CB0238  STATE/COUNTY-  TX/COKE
 CB0238  USGS QUAD   -  EDITH (1987)
 CB0238
 CB0238                         *CURRENT SURVEY CONTROL
 CB0238  ___________________________________________________________________
 CB0238* NAD 83(1986)-  31 55 06.     (N)    100 36 40.     (W)     SCALED    
 CB0238* NAVD 88     -       590.885  (meters)    1938.60   (feet)  ADJUSTED  
 CB0238  ___________________________________________________________________
 CB0238  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 CB0238  DYNAMIC HT  -         590.095 (meters)    1936.00  (feet)  COMP
 CB0238  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 CB0238
 CB0238  VERT ORDER  -  SECOND    CLASS 0
 CB0238
 CB0238.The horizontal coordinates were scaled from a topographic map and have
 CB0238.an estimated accuracy of +/- 6 seconds.
 CB0238
 CB0238.The orthometric height was determined by differential leveling
 CB0238.and adjusted by the National Geodetic Survey in June 1991..
 CB0238
 CB0238.The geoid height was determined by GEOID03.
 CB0238
 CB0238.The dynamic height is computed by dividing the NAVD 88
 CB0238.geopotential number by the normal gravity value computed on the
 CB0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0238.degrees latitude (g = 980.6199 gals.).
 CB0238
 CB0238.The modeled gravity was interpolated from observed gravity values.
 CB0238
 CB0238;                    North         East    Units  Estimated Accuracy
 CB0238;SPC TX C     - 3,249,650.      673,730.      MT  (+/- 180 meters Scaled)
 CB0238
 CB0238                          SUPERSEDED SURVEY CONTROL
 CB0238
 CB0238  NGVD 29 (??/??/92)  590.684  (m)         1937.94   (f) ADJ UNCH    2 0
 CB0238
 CB0238.Superseded values are not recommended for survey control.
 CB0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0238.See file dsdata.txt to determine how the superseded data were derived.
 CB0238
 CB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA476325(NAD 83)
 CB0238_MARKER: DB = BENCH MARK DISK
 CB0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0238_STAMPING: 4 1934
 CB0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0238+STABILITY: SURFACE MOTION
 CB0238
 CB0238  HISTORY     - Date     Condition        Report By
 CB0238  HISTORY     - 1934     MONUMENTED       TXGS
 CB0238  HISTORY     - 1961     GOOD             NGS
 CB0238
 CB0238                          STATION DESCRIPTION
 CB0238
 CB0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CB0238'9.4 MI W FROM ROBERT LEE.
 CB0238'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0238'ROBERT LEE, THENCE 7.95 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0238'ROAD 387, THENCE 1.2 MILES NORTH ALONG A GRADED DIRT ROAD, AT THE SITE
 CB0238'OF THE OLD SETTLEMENT OF EDITH, AT THE JUNCTION OF THE NORTH-SOUTH
 CB0238'DIRT ROAD AND A ROAD LEADING WEST, 22 FEET SOUTH OF THE CENTER LINE OF
 CB0238'THE ROAD LEADING WEST, 225 FEET WEST OF THE CENTER LINE OF THE
 CB0238'NORTH-SOUTH ROAD, 58 FEET NORTH OF THE NORTH SIDE OF A FENCE AROUND 3
 CB0238'TRANSFORMERS, 31 FEET NORTH OF A POWER POLE, 40 FEET EAST OF A POWER
 CB0238'POLE, 2.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CB0238'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CB0238'NOTE-- THIS MARK WAS STAMPED 4 1934 BY PARTY 616 IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2615 ***********************************************************************
 AW2615  DESIGNATION -  4
 AW2615  PID         -  AW2615
 AW2615  STATE/COUNTY-  TX/GALVESTON
 AW2615  USGS QUAD   -  GALVESTON (1994)
 AW2615
 AW2615                         *CURRENT SURVEY CONTROL
 AW2615  ___________________________________________________________________
 AW2615* NAD 83(1986)-  29 17 21.     (N)    094 51 59.     (W)     SCALED    
 AW2615* NAVD 88     -         4.19   (+/-2cm)      13.7    (feet)  VERTCON   
 AW2615  ___________________________________________________________________
 AW2615  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW2615
 AW2615  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2615
 AW2615.The horizontal coordinates were scaled from a topographic map and have
 AW2615.an estimated accuracy of +/- 6 seconds.
 AW2615
 AW2615.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2615.The vertical order pertains to the NGVD 29 superseded value.
 AW2615
 AW2615.The geoid height was determined by GEOID03.
 AW2615
 AW2615;                    North         East    Units  Estimated Accuracy
 AW2615;SPC TXSC     - 4,168,440.    1,001,510.      MT  (+/- 180 meters Scaled)
 AW2615
 AW2615                          SUPERSEDED SURVEY CONTROL
 AW2615
 AW2615  NGVD 29 (??/??/92)    4.18   (m)           13.7    (f) COMPUTED    1 2
 AW2615
 AW2615.Superseded values are not recommended for survey control.
 AW2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2615.See file dsdata.txt to determine how the superseded data were derived.
 AW2615
 AW2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN187414(NAD 83)
 AW2615_MARKER: Z = SEE DESCRIPTION
 AW2615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2615_SP_SET: SIGNAL BASE
 AW2615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2615
 AW2615  HISTORY     - Date     Condition        Report By
 AW2615  HISTORY     - UNK      MONUMENTED       GCSFRC
 AW2615  HISTORY     - 1942     GOOD             NGS
 AW2615  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW2615  HISTORY     - 20031205 MARK NOT FOUND   USPSQD
 AW2615
 AW2615                          STATION DESCRIPTION
 AW2615
 AW2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW2615'IN GALVESTON.
 AW2615'ABOUT 4.8 MILES WEST ALONG U.S. HIGHWAY NO.75 FROM TWENTY-FIFTH STREET
 AW2615'IN GALVESTON, ABOUT 2.2 MILES WEST OF THE CITY LIMITS, ON THE GULF,
 AW2615'COLORADO AND SANTA FE RAILWAY, ABOUT 500 FEET NORTHWEST OF MILEPOST 4,
 AW2615'AT A CONCRETE SIGNAL BASE, ON TOP OF THE SOUTHERNMOST CORNER, AND 10
 AW2615'FEET NORTHEAST OF THE CENTER LINE OF TRACK.  AN UNMARKED POINT.
 AW2615
 AW2615                          STATION RECOVERY (1999)
 AW2615
 AW2615'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2615'MARK NOT FOUND.
 AW2615
 AW2615                          STATION RECOVERY (2003)
 AW2615
 AW2615'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0019 ***********************************************************************
 DQ0019  DESIGNATION -  4
 DQ0019  PID         -  DQ0019
 DQ0019  STATE/COUNTY-  TX/LUBBOCK
 DQ0019  USGS QUAD   -  WOLFFORTH (1985)
 DQ0019
 DQ0019                         *CURRENT SURVEY CONTROL
 DQ0019  ___________________________________________________________________
 DQ0019* NAD 83(1986)-  33 34 05.     (N)    102 00 24.     (W)     SCALED    
 DQ0019* NAVD 88     -      1012.519  (meters)    3321.91   (feet)  ADJUSTED  
 DQ0019  ___________________________________________________________________
 DQ0019  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 DQ0019  DYNAMIC HT  -        1011.206 (meters)    3317.60  (feet)  COMP
 DQ0019  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 DQ0019
 DQ0019  VERT ORDER  -  SECOND    CLASS 0
 DQ0019
 DQ0019.The horizontal coordinates were scaled from a topographic map and have
 DQ0019.an estimated accuracy of +/- 6 seconds.
 DQ0019
 DQ0019.The orthometric height was determined by differential leveling
 DQ0019.and adjusted by the National Geodetic Survey in June 1991..
 DQ0019
 DQ0019.The geoid height was determined by GEOID03.
 DQ0019
 DQ0019.The dynamic height is computed by dividing the NAVD 88
 DQ0019.geopotential number by the normal gravity value computed on the
 DQ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0019.degrees latitude (g = 980.6199 gals.).
 DQ0019
 DQ0019.The modeled gravity was interpolated from observed gravity values.
 DQ0019
 DQ0019;                    North         East    Units  Estimated Accuracy
 DQ0019;SPC TXNC     - 2,216,280.      274,500.      MT  (+/- 180 meters Scaled)
 DQ0019
 DQ0019                          SUPERSEDED SURVEY CONTROL
 DQ0019
 DQ0019  NGVD 29 (??/??/92) 1012.143  (m)         3320.67   (f) ADJ UNCH    2 0
 DQ0019
 DQ0019.Superseded values are not recommended for survey control.
 DQ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0019.See file dsdata.txt to determine how the superseded data were derived.
 DQ0019
 DQ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT778182(NAD 83)
 DQ0019_MARKER: B = BOLT
 DQ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0019+STABILITY: SURFACE MOTION
 DQ0019
 DQ0019  HISTORY     - Date     Condition        Report By
 DQ0019  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0019  HISTORY     - 1934     GOOD             NGS
 DQ0019  HISTORY     - 1945     GOOD             NGS
 DQ0019
 DQ0019                          STATION DESCRIPTION
 DQ0019
 DQ0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0019'4.0 MI W FROM DOUD JUNCTION.
 DQ0019'4.0 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0019'STATION AT DOUD JUNCTION, LUBBOCK COUNTY, 600 FEET EAST OF A ROAD
 DQ0019'CROSSING, 136 FEET NORTH OF MILEPOST 4, 46 FEET NORTH OF THE
 DQ0019'CENTERLINE OF THE TRACK, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A
 DQ0019'TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
 DQ0019
 DQ0019                          STATION RECOVERY (1945)
 DQ0019
 DQ0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DQ0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1046 ***********************************************************************
 CS1046  DESIGNATION -  4
 CS1046  PID         -  CS1046
 CS1046  STATE/COUNTY-  TX/DALLAS
 CS1046  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1046
 CS1046                         *CURRENT SURVEY CONTROL
 CS1046  ___________________________________________________________________
 CS1046* NAD 83(1986)-  32 48 52.     (N)    096 43 26.     (W)     SCALED    
 CS1046* NAVD 88     -       142.122  (meters)     466.28   (feet)  ADJUSTED  
 CS1046  ___________________________________________________________________
 CS1046  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CS1046  DYNAMIC HT  -         141.962 (meters)     465.75  (feet)  COMP
 CS1046  MODELED GRAV-     979,508.4   (mgal)                       NAVD 88
 CS1046
 CS1046  VERT ORDER  -  FIRST     CLASS II
 CS1046
 CS1046.The horizontal coordinates were scaled from a topographic map and have
 CS1046.an estimated accuracy of +/- 6 seconds.
 CS1046
 CS1046.The orthometric height was determined by differential leveling
 CS1046.and adjusted by the National Geodetic Survey in June 1991..
 CS1046.WARNING-Repeat measurements at this control monument indicate possible
 CS1046.vertical movement.
 CS1046
 CS1046.The geoid height was determined by GEOID03.
 CS1046
 CS1046.The dynamic height is computed by dividing the NAVD 88
 CS1046.geopotential number by the normal gravity value computed on the
 CS1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1046.degrees latitude (g = 980.6199 gals.).
 CS1046
 CS1046.The modeled gravity was interpolated from observed gravity values.
 CS1046
 CS1046;                    North         East    Units  Estimated Accuracy
 CS1046;SPC TXNC     - 2,128,680.      766,300.      MT  (+/- 180 meters Scaled)
 CS1046
 CS1046                          SUPERSEDED SURVEY CONTROL
 CS1046
 CS1046  NGVD 29 (??/??/92)  142.133  (m)          466.31   (f) ADJ UNCH    1 2
 CS1046
 CS1046.Superseded values are not recommended for survey control.
 CS1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1046.See file dsdata.txt to determine how the superseded data were derived.
 CS1046
 CS1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB130330(NAD 83)
 CS1046_MARKER: DD = SURVEY DISK
 CS1046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1046_SP_SET: RETAINING WALL
 CS1046_STAMPING: NO 4 466.2
 CS1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1046+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 CS1046
 CS1046  HISTORY     - Date     Condition        Report By
 CS1046  HISTORY     - UNK      MONUMENTED       TXRD
 CS1046  HISTORY     - 1952     GOOD             NGS
 CS1046  HISTORY     - 1958     GOOD             NGS
 CS1046  HISTORY     - 19991120 GOOD             USPSQD
 CS1046  HISTORY     - 20020508 GOOD             JCLS
 CS1046  HISTORY     - 20020813 GOOD             GEOCAC
 CS1046  HISTORY     - 20030507 GOOD             JCLS
 CS1046
 CS1046                          STATION DESCRIPTION
 CS1046
 CS1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1046'1.9 MI SW FROM DALLAS.
 CS1046'1.9 MILES SOUTHWEST ALONG GARLAND ROAD FROM THE INTERSECTION WITH
 CS1046'BUCKNER BOULEVARD AT DALLAS, AT A JUNCTION WITH FOREST HILL BOULEVARD
 CS1046'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST RETAINING WALL OF
 CS1046'THE WHITE ROCK DAM, 20 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 CS1046'RETAINING WALL, 12 FEET NORTHEAST OF THE CENTER LINE OF A CONCRETE
 CS1046'WALK WHICH GOES ACROSS THE DAM, 3 FEET NORTH OF THE NORTH CORNER OF A
 CS1046'HISTORICAL MONUMENT.
 CS1046
 CS1046                          STATION RECOVERY (1958)
 CS1046
 CS1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1046'RECOVERED IN GOOD CONDITION.
 CS1046
 CS1046                          STATION RECOVERY (1999)
 CS1046
 CS1046'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1046'RECOVERED IN GOOD CONDITION.
 CS1046
 CS1046                          STATION RECOVERY (2002)
 CS1046
 CS1046'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 CS1046'RECOVERED IN GOOD CONDITION.
 CS1046
 CS1046                          STATION RECOVERY (2002)
 CS1046
 CS1046'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1046'UNDER THE GUARDRAIL
 CS1046
 CS1046                          STATION RECOVERY (2003)
 CS1046
 CS1046'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 CS1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0647 ***********************************************************************
 FL0647  DESIGNATION -  4
 FL0647  PID         -  FL0647
 FL0647  STATE/COUNTY-  TX/GRAY
 FL0647  USGS QUAD   -  PAMPA (1963)
 FL0647
 FL0647                         *CURRENT SURVEY CONTROL
 FL0647  ___________________________________________________________________
 FL0647* NAD 83(1986)-  35 32 55.     (N)    100 53 11.     (W)     SCALED    
 FL0647* NAVD 88     -       975.621  (meters)    3200.85   (feet)  ADJUSTED  
 FL0647  ___________________________________________________________________
 FL0647  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0647  DYNAMIC HT  -         974.544 (meters)    3197.32  (feet)  COMP
 FL0647  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 FL0647
 FL0647  VERT ORDER  -  SECOND    CLASS 0
 FL0647
 FL0647.The horizontal coordinates were scaled from a topographic map and have
 FL0647.an estimated accuracy of +/- 6 seconds.
 FL0647
 FL0647.The orthometric height was determined by differential leveling
 FL0647.and adjusted by the National Geodetic Survey in June 1991..
 FL0647
 FL0647.The geoid height was determined by GEOID03.
 FL0647
 FL0647.The dynamic height is computed by dividing the NAVD 88
 FL0647.geopotential number by the normal gravity value computed on the
 FL0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0647.degrees latitude (g = 980.6199 gals.).
 FL0647
 FL0647.The modeled gravity was interpolated from observed gravity values.
 FL0647
 FL0647;                    North         East    Units  Estimated Accuracy
 FL0647;SPC TX N     - 1,171,970.      255,630.      MT  (+/- 180 meters Scaled)
 FL0647
 FL0647                          SUPERSEDED SURVEY CONTROL
 FL0647
 FL0647  NGVD 29 (??/??/92)  975.202  (m)         3199.48   (f) ADJ UNCH    2 0
 FL0647
 FL0647.Superseded values are not recommended for survey control.
 FL0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0647.See file dsdata.txt to determine how the superseded data were derived.
 FL0647
 FL0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE290355(NAD 83)
 FL0647_MARKER: B = BOLT
 FL0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0647+STABILITY: SURFACE MOTION
 FL0647
 FL0647  HISTORY     - Date     Condition        Report By
 FL0647  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0647  HISTORY     - 1935     GOOD             NGS
 FL0647
 FL0647                          STATION DESCRIPTION
 FL0647
 FL0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0647'4.0 MI E FROM PAMPA.
 FL0647'4.0 MILES EAST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND
 FL0647'S.F. RAILROAD BETWEEN PAMPA AND LAKETON, AT MILE POST NO. 4.  90.0
 FL0647'FEET SOUTHEAST OF MILE POST 4, 42.3 FEET SOUTH OF SOUTH RAIL, AND 3.1
 FL0647'FEET NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1146 ***********************************************************************
 FL1146  DESIGNATION -  4
 FL1146  PID         -  FL1146
 FL1146  STATE/COUNTY-  TX/POTTER
 FL1146  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1146
 FL1146                         *CURRENT SURVEY CONTROL
 FL1146  ___________________________________________________________________
 FL1146* NAD 83(1986)-  35 15 26.     (N)    101 47 46.     (W)     SCALED    
 FL1146* NAVD 88     -      1080.581  (meters)    3545.21   (feet)  ADJUSTED  
 FL1146  ___________________________________________________________________
 FL1146  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL1146  DYNAMIC HT  -        1079.302 (meters)    3541.01  (feet)  COMP
 FL1146  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 FL1146
 FL1146  VERT ORDER  -  SECOND    CLASS 0
 FL1146
 FL1146.The horizontal coordinates were scaled from a topographic map and have
 FL1146.an estimated accuracy of +/- 6 seconds.
 FL1146
 FL1146.The orthometric height was determined by differential leveling
 FL1146.and adjusted by the National Geodetic Survey in June 1991..
 FL1146
 FL1146.The geoid height was determined by GEOID03.
 FL1146
 FL1146.The dynamic height is computed by dividing the NAVD 88
 FL1146.geopotential number by the normal gravity value computed on the
 FL1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1146.degrees latitude (g = 980.6199 gals.).
 FL1146
 FL1146.The modeled gravity was interpolated from observed gravity values.
 FL1146
 FL1146;                    North         East    Units  Estimated Accuracy
 FL1146;SPC TX N     - 1,139,510.      173,060.      MT  (+/- 180 meters Scaled)
 FL1146
 FL1146                          SUPERSEDED SURVEY CONTROL
 FL1146
 FL1146  NGVD 29 (??/??/92) 1080.070  (m)         3543.53   (f) ADJ UNCH    2 0
 FL1146
 FL1146.Superseded values are not recommended for survey control.
 FL1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1146.See file dsdata.txt to determine how the superseded data were derived.
 FL1146
 FL1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE456051(NAD 83)
 FL1146_MARKER: B = BOLT
 FL1146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1146_SP_SET: MONUMENT
 FL1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1146
 FL1146  HISTORY     - Date     Condition        Report By
 FL1146  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1146  HISTORY     - 1934     GOOD             NGS
 FL1146
 FL1146                          STATION DESCRIPTION
 FL1146
 FL1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1146'5.2 MI NW FROM AMARILLO.
 FL1146'5.2 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1146'AMARILLO, POTTER COUNTY, 380 FEET NORTH OF MILEPOST 4, 248 FEET
 FL1146'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTHWEST OF THE
 FL1146'RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0122 ***********************************************************************
 CS0122  DESIGNATION -  4 A
 CS0122  PID         -  CS0122
 CS0122  STATE/COUNTY-  TX/KAUFMAN
 CS0122  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0122
 CS0122                         *CURRENT SURVEY CONTROL
 CS0122  ___________________________________________________________________
 CS0122* NAD 83(1986)-  32 44 06.     (N)    096 16 25.     (W)     SCALED    
 CS0122* NAVD 88     -       153.565  (meters)     503.82   (feet)  ADJUSTED  
 CS0122  ___________________________________________________________________
 CS0122  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0122  DYNAMIC HT  -         153.395 (meters)     503.26  (feet)  COMP
 CS0122  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 CS0122
 CS0122  VERT ORDER  -  SECOND    CLASS 0
 CS0122
 CS0122.The horizontal coordinates were scaled from a topographic map and have
 CS0122.an estimated accuracy of +/- 6 seconds.
 CS0122
 CS0122.The orthometric height was determined by differential leveling
 CS0122.and adjusted by the National Geodetic Survey in June 1991..
 CS0122
 CS0122.The geoid height was determined by GEOID03.
 CS0122
 CS0122.The dynamic height is computed by dividing the NAVD 88
 CS0122.geopotential number by the normal gravity value computed on the
 CS0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0122.degrees latitude (g = 980.6199 gals.).
 CS0122
 CS0122.The modeled gravity was interpolated from observed gravity values.
 CS0122
 CS0122;                    North         East    Units  Estimated Accuracy
 CS0122;SPC TXNC     - 2,120,680.      808,640.      MT  (+/- 180 meters Scaled)
 CS0122
 CS0122                          SUPERSEDED SURVEY CONTROL
 CS0122
 CS0122  NGVD 29 (??/??/92)  153.576  (m)          503.86   (f) ADJ UNCH    2 0
 CS0122
 CS0122.Superseded values are not recommended for survey control.
 CS0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0122.See file dsdata.txt to determine how the superseded data were derived.
 CS0122
 CS0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB554251(NAD 83)
 CS0122_MARKER: DD = SURVEY DISK
 CS0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0122_SP_SET: CONCRETE BASE
 CS0122_STAMPING: 4 A
 CS0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0122
 CS0122  HISTORY     - Date     Condition        Report By
 CS0122  HISTORY     - UNK      MONUMENTED       TXRD
 CS0122  HISTORY     - 1958     GOOD             NGS
 CS0122  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0122
 CS0122                          STATION DESCRIPTION
 CS0122
 CS0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS0122'IN TERRELL.
 CS0122'THIS MARK IS IN THE NORTH WEST CORNER OF A CONCRETE BASE, FLUSH WITH
 CS0122'THE GROUND WHICH IS ABOUT 175 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CS0122'OF THE UNION STATION IN TERRELL, 35 FEET EAST OF THE CENTERLINE OF
 CS0122'ADELAIDE STREET AND 20 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN LINE
 CS0122'OF THE T. AND P. R.R. AND 10 FEET SOUTH OF A SIGNAL.  IT IS 1 BLOCK
 CS0122'SOUTH OF THE MAIN STREET WHICH IS U.S. HIGHWAY NO. 80.  A STANDARD
 CS0122'TEXAS RECLAMATION DEPARTMENT DISK, STAMPED 4 A IN A 5 FOOT SQUARE
 CS0122'CONCRETE BASE IN THE FOOTPATH LEADING SOUTHEAST FROM THE CROSSING.
 CS0122
 CS0122                          STATION RECOVERY (1988)
 CS0122
 CS0122'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0760 ***********************************************************************
 BY0760  DESIGNATION -  4 B
 BY0760  PID         -  BY0760
 BY0760  STATE/COUNTY-  TX/ANGELINA
 BY0760  USGS QUAD   -  LUFKIN (1980)
 BY0760
 BY0760                         *CURRENT SURVEY CONTROL
 BY0760  ___________________________________________________________________
 BY0760* NAD 83(1986)-  31 19 26.     (N)    094 43 39.     (W)     SCALED    
 BY0760* NAVD 88     -        83.53   (+/-2cm)     274.0    (feet)  VERTCON   
 BY0760  ___________________________________________________________________
 BY0760  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BY0760
 BY0760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0760
 BY0760.The horizontal coordinates were scaled from a topographic map and have
 BY0760.an estimated accuracy of +/- 6 seconds.
 BY0760
 BY0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0760.The vertical order pertains to the NGVD 29 superseded value.
 BY0760
 BY0760.The geoid height was determined by GEOID03.
 BY0760
 BY0760;                    North         East    Units  Estimated Accuracy
 BY0760;SPC TX C     - 3,197,150.    1,233,280.      MT  (+/- 180 meters Scaled)
 BY0760
 BY0760                          SUPERSEDED SURVEY CONTROL
 BY0760
 BY0760  NGVD 29 (??/??/92)   83.577  (m)          274.20   (f) ADJ UNCH    2 0
 BY0760
 BY0760.Superseded values are not recommended for survey control.
 BY0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0760.See file dsdata.txt to determine how the superseded data were derived.
 BY0760
 BY0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ356667(NAD 83)
 BY0760_MARKER: DD = SURVEY DISK
 BY0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0760_SP_SET: CONCRETE COVER
 BY0760_STAMPING: 4 B
 BY0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0760
 BY0760  HISTORY     - Date     Condition        Report By
 BY0760  HISTORY     - UNK      MONUMENTED       TXRD
 BY0760  HISTORY     - 1947     GOOD             NGS
 BY0760
 BY0760                          STATION DESCRIPTION
 BY0760
 BY0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY0760'IN LUFKIN.
 BY0760'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0760'THENCE SOUTH 1.1 MILES ALONG U.S. HIGHWAY NO.59, AT THE INTERSECTION
 BY0760'OF THE HIGHWAY AND RAGUET STREET, 34.7 FEET WEST OF AND ABOUT LEVEL
 BY0760'WITH THE CENTER LINE OF THE HIGHWAY, 16.8 FEET SOUTHWEST OF THE CENTER
 BY0760'LINE OF RAGUET STREET, ON TOP OF THE SOUTHEAST CORNER OF A SQUARE
 BY0760'CONCRETE COVER FOR A DRAIN PIPE, A BRONZE DISK SET IN A DRILL HOLE IN
 BY0760'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2105 ***********************************************************************
 CS2105  DESIGNATION -  4 C
 CS2105  PID         -  CS2105
 CS2105  STATE/COUNTY-  TX/JOHNSON
 CS2105  USGS QUAD   -  KEENE (1978)
 CS2105
 CS2105                         *CURRENT SURVEY CONTROL
 CS2105  ___________________________________________________________________
 CS2105* NAD 83(1986)-  32 23 11.     (N)    097 19 10.     (W)     SCALED    
 CS2105* NAVD 88     -       250.466  (meters)     821.74   (feet)  ADJUSTED  
 CS2105  ___________________________________________________________________
 CS2105  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CS2105  DYNAMIC HT  -         250.164 (meters)     820.75  (feet)  COMP
 CS2105  MODELED GRAV-     979,426.7   (mgal)                       NAVD 88
 CS2105
 CS2105  VERT ORDER  -  SECOND    CLASS 0
 CS2105
 CS2105.The horizontal coordinates were scaled from a topographic map and have
 CS2105.an estimated accuracy of +/- 6 seconds.
 CS2105
 CS2105.The orthometric height was determined by differential leveling
 CS2105.and adjusted by the National Geodetic Survey in June 1991..
 CS2105
 CS2105.The geoid height was determined by GEOID03.
 CS2105
 CS2105.The dynamic height is computed by dividing the NAVD 88
 CS2105.geopotential number by the normal gravity value computed on the
 CS2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2105.degrees latitude (g = 980.6199 gals.).
 CS2105
 CS2105.The modeled gravity was interpolated from observed gravity values.
 CS2105
 CS2105;                    North         East    Units  Estimated Accuracy
 CS2105;SPC TXNC     - 2,080,440.      711,080.      MT  (+/- 180 meters Scaled)
 CS2105
 CS2105                          SUPERSEDED SURVEY CONTROL
 CS2105
 CS2105  NGVD 29 (??/??/92)  250.436  (m)          821.64   (f) ADJ UNCH    2 0
 CS2105
 CS2105.Superseded values are not recommended for survey control.
 CS2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2105.See file dsdata.txt to determine how the superseded data were derived.
 CS2105
 CS2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA580845(NAD 83)
 CS2105_MARKER: X = CHISELED CROSS
 CS2105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2105_SP_SET: BRIDGE
 CS2105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2105
 CS2105  HISTORY     - Date     Condition        Report By
 CS2105  HISTORY     - UNK      MONUMENTED       GCSFRC
 CS2105  HISTORY     - 1953     GOOD             NGS
 CS2105  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2105  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2105  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS2105
 CS2105                          STATION DESCRIPTION
 CS2105
 CS2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CS2105'4.7 MI E FROM CLEBURNE.
 CS2105'ABOUT 04.7 MILES EAST ALONG THE G.C. AND S.F.R.R. FROM THE DEPOT AT
 CS2105'CLEBURNE, AT BRIDGE 4 C AND ON THE SOUTHEAST CORNER OF THE SOUTH
 CS2105'CONCRETE HEAD WALL.  A CHISELED CROSS.
 CS2105
 CS2105                          STATION RECOVERY (1999)
 CS2105
 CS2105'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2105'MARK NOT FOUND.
 CS2105
 CS2105                          STATION RECOVERY (2004)
 CS2105
 CS2105'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS2105'MARK NOT FOUND.
 CS2105
 CS2105                          STATION RECOVERY (2005)
 CS2105
 CS2105'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS2105'MARK IS BELIEVED TO BE COVERED OR DESTROYED BY THE CONSTRUCTION OF NEW
 CS2105'TRACKS.BRIDGE HAEDWALL REPLACED WITH METAL CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4446 ***********************************************************************
 AW4446  DESIGNATION -  4 D 69.8
 AW4446  PID         -  AW4446
 AW4446  STATE/COUNTY-  TX/MATAGORDA
 AW4446  USGS QUAD   -  PLEDGER (1980)
 AW4446
 AW4446                         *CURRENT SURVEY CONTROL
 AW4446  ___________________________________________________________________
 AW4446* NAD 83(1986)-  29 07 37.     (N)    095 58 20.     (W)     SCALED    
 AW4446* NAVD 88     -        21.22   (+/-2cm)      69.6    (feet)  VERTCON   
 AW4446  ___________________________________________________________________
 AW4446  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW4446
 AW4446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4446
 AW4446.The horizontal coordinates were scaled from a topographic map and have
 AW4446.an estimated accuracy of +/- 6 seconds.
 AW4446
 AW4446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4446.The vertical order pertains to the NGVD 29 superseded value.
 AW4446
 AW4446.The geoid height was determined by GEOID03.
 AW4446
 AW4446;                    North         East    Units  Estimated Accuracy
 AW4446;SPC TXSC     - 4,147,180.      894,590.      MT  (+/- 180 meters Scaled)
 AW4446
 AW4446                          SUPERSEDED SURVEY CONTROL
 AW4446
 AW4446  NGVD 29 (??/??/92)   21.231  (m)           69.66   (f) ADJ UNCH    2 0
 AW4446
 AW4446.Superseded values are not recommended for survey control.
 AW4446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4446.See file dsdata.txt to determine how the superseded data were derived.
 AW4446
 AW4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN107257(NAD 83)
 AW4446_MARKER: DD = SURVEY DISK
 AW4446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4446_SP_SET: BRIDGE
 AW4446_STAMPING: 4 D 69.8
 AW4446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4446
 AW4446  HISTORY     - Date     Condition        Report By
 AW4446  HISTORY     - UNK      MONUMENTED       TXRD
 AW4446  HISTORY     - 1942     GOOD             NGS
 AW4446
 AW4446                          STATION DESCRIPTION
 AW4446
 AW4446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW4446'2.1 MI SE FROM MAGNET.
 AW4446'TO REACH FROM THE SANTA FE RAILWAY STATION AT MAGNET.  PROCEED 2.1
 AW4446'MILES SOUTHEASTERLY ON RAILROAD TRACK TO SITE OF BENCH MARK.  BENCH
 AW4446'MARK IS ABOUT 0.3 MILE SOUTHWEST OF A WINDMILL, ABOUT 125 FEET EAST OF
 AW4446'BRIDGE 58A, AT A HIGHWAY CULVERT, AND IN TOP OF THE EAST CONCRETE
 AW4446'RETAINING WALL.  A STATE OF TEXAS RECLAMATION DEPARTMENT STANDARD
 AW4446'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1288 ***********************************************************************
 DM1288  DESIGNATION -  4 ERS
 DM1288  PID         -  DM1288
 DM1288  STATE/COUNTY-  TX/BOWIE
 DM1288  USGS QUAD   -  TOM (1975)
 DM1288
 DM1288                         *CURRENT SURVEY CONTROL
 DM1288  ___________________________________________________________________
 DM1288* NAD 83(1993)-  33 37 51.79926(N)    094 36 57.47615(W)     ADJUSTED  
 DM1288* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 DM1288  ___________________________________________________________________
 DM1288  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DM1288  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DM1288
 DM1288  HORZ ORDER  -  SECOND
 DM1288
 DM1288.The horizontal coordinates were established by classical geodetic methods
 DM1288.and adjusted by the National Geodetic Survey in February 1996..
 DM1288
 DM1288.The orthometric height was scaled from a topographic map.
 DM1288
 DM1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1288
 DM1288.The geoid height was determined by GEOID03.
 DM1288
 DM1288;                    North         East     Units Scale Factor Converg.
 DM1288;SPC TXNC     - 2,224,495.979   960,259.940   MT  0.99992363   +2 07 06.0
 DM1288;SPC TXNC     - 7,298,200.56  3,150,452.82   sFT  0.99992363   +2 07 06.0
 DM1288;UTM  15      - 3,722,420.149   350,119.265   MT  0.99987695   -0 53 42.6
 DM1288
 DM1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1288!SPC TXNC     -   0.99998635  x   0.99992363  =   0.99990998
 DM1288!UTM  15      -   0.99998635  x   0.99987695  =   0.99986330
 DM1288
 DM1288                          SUPERSEDED SURVEY CONTROL
 DM1288
 DM1288  NAD 83(1993)-  33 37 51.79963(N)    094 36 57.47528(W) AD(       ) 2
 DM1288  NAD 83(1986)-  33 37 51.80456(N)    094 36 57.46665(W) AD(       ) 2
 DM1288  NAD 27      -  33 37 51.39700(N)    094 36 56.70900(W) AD(       ) 2
 DM1288
 DM1288.Superseded values are not recommended for survey control.
 DM1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1288.See file dsdata.txt to determine how the superseded data were derived.
 DM1288
 DM1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT5011922420(NAD 83)
 DM1288_MARKER: DH = HORIZONTAL CONTROL DISK
 DM1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1288_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1288+STABILITY: SURFACE MOTION
 DM1288
 DM1288  HISTORY     - Date     Condition        Report By
 DM1288  HISTORY     - 1952     MONUMENTED       USGS
 DM1288
 DM1288                          STATION DESCRIPTION
 DM1288
 DM1288'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (DAJ)
 DM1288'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH OF DEKALB AND
 DM1288'ABOUT 1/4 MILE NORTH OF OAK RIDGE SCHOOL.  IT IS 52 FEET
 DM1288'EAST OF THE CENTER OF STATE HIGHWAY 26, 8 FEET NORTH OF A
 DM1288'POWER POLE AND 2 FEET WEST OF A FENCE.  THE MARK IS A 6 INCH
 DM1288'SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES AND HAS A BRONZE
 DM1288'USGS DISK SET IN THE CEMENT ON TOP OF THE MARK.  THE DISK
 DM1288'IS STAMPED 4 E.R.S. 1949.
 DM1288'
 DM1288'TO REACH THE STATION FROM THE POST OFFICE IN DEKALB, GO WEST
 DM1288'ON U.S. HIGHWAY 82 FOR 0.2 MILE TO STATE HIGHWAY 26.  TURN
 DM1288'RIGHT AND GO NORTH ON STATE HIGHWAY 26 FOR 8.4 MILES TO THE
 DM1288'STATION ON THE RIGHT.
 DM1288'
 DM1288'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1288'OAK RIDGE TO 4 E.R.S. THE DISTANCE IS 68.846 METERS NORTHEAST.
 DM1288'(225.87 FEET)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0734 ***********************************************************************
 CA0734  DESIGNATION -  4 KD USGS
 CA0734  PID         -  CA0734
 CA0734  STATE/COUNTY-  TX/CONCHO
 CA0734  USGS QUAD   -  EDEN (1970)
 CA0734
 CA0734                         *CURRENT SURVEY CONTROL
 CA0734  ___________________________________________________________________
 CA0734* NAD 83(1986)-  31 13 00.     (N)    099 51 34.     (W)     SCALED    
 CA0734* NAVD 88     -       626.661  (meters)    2055.97   (feet)  ADJUSTED  
 CA0734  ___________________________________________________________________
 CA0734  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CA0734  DYNAMIC HT  -         625.790 (meters)    2053.11  (feet)  COMP
 CA0734  MODELED GRAV-     979,230.3   (mgal)                       NAVD 88
 CA0734
 CA0734  VERT ORDER  -  FIRST     CLASS II
 CA0734
 CA0734.The horizontal coordinates were scaled from a topographic map and have
 CA0734.an estimated accuracy of +/- 6 seconds.
 CA0734
 CA0734.The orthometric height was determined by differential leveling
 CA0734.and adjusted by the National Geodetic Survey in June 1991..
 CA0734
 CA0734.The geoid height was determined by GEOID03.
 CA0734
 CA0734.The dynamic height is computed by dividing the NAVD 88
 CA0734.geopotential number by the normal gravity value computed on the
 CA0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0734.degrees latitude (g = 980.6199 gals.).
 CA0734
 CA0734.The modeled gravity was interpolated from observed gravity values.
 CA0734
 CA0734;                    North         East    Units  Estimated Accuracy
 CA0734;SPC TX C     - 3,171,920.      745,150.      MT  (+/- 180 meters Scaled)
 CA0734
 CA0734                          SUPERSEDED SURVEY CONTROL
 CA0734
 CA0734.No superseded survey control is available for this station.
 CA0734
 CA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV181539(NAD 83)
 CA0734_MARKER: DB = BENCH MARK DISK
 CA0734_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CA0734_SP_SET: SIDEWALK
 CA0734_STAMPING: 4 KD 1969
 CA0734_MARK LOGO: USGS  
 CA0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0734
 CA0734  HISTORY     - Date     Condition        Report By
 CA0734  HISTORY     - 1969     MONUMENTED       USGS
 CA0734  HISTORY     - 1981     GOOD             NGS
 CA0734  HISTORY     - 19991231 GOOD             USPSQD
 CA0734  HISTORY     - 20050727 GOOD             USPSQD
 CA0734
 CA0734                          STATION DESCRIPTION
 CA0734
 CA0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0734'1.3 KM (0.8 MI) NW FROM EDEN.
 CA0734'1.3 KM (0.8 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH
 CA0734'U.S. HIGHWAY 83 IN EDEN, AT THE TEXAS HIGHWAY DEPARTMENT MAINTAINENCE
 CA0734'YARD, IN TOP OF THE SOUTHEAST CORNER OF THE SIDEWALK, 19.2 METERS
 CA0734'(63.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.4 METERS (37.4
 CA0734'FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING,
 CA0734'7.1 METERS (23.3 FT) SOUTHWEST OF A PIPE FENCE CORNER AND 4.3 METERS
 CA0734'(14.1 FT) NORTH OF A FLAG POLE.
 CA0734'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0734
 CA0734                          STATION RECOVERY (1999)
 CA0734
 CA0734'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0734'RECOVERED IN GOOD CONDITION.
 CA0734
 CA0734                          STATION RECOVERY (2005)
 CA0734
 CA0734'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CA0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0572 ***********************************************************************
 CR0572  DESIGNATION -  4 L Y
 CR0572  PID         -  CR0572
 CR0572  STATE/COUNTY-  TX/HENDERSON
 CR0572  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0572
 CR0572                         *CURRENT SURVEY CONTROL
 CR0572  ___________________________________________________________________
 CR0572* NAD 83(1986)-  32 04 55.     (N)    095 49 49.     (W)     SCALED    
 CR0572* NAVD 88     -        96.991  (meters)     318.21   (feet)  ADJUSTED  
 CR0572  ___________________________________________________________________
 CR0572  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CR0572  DYNAMIC HT  -          96.878 (meters)     317.84  (feet)  COMP
 CR0572  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 CR0572
 CR0572  VERT ORDER  -  SECOND    CLASS 0
 CR0572
 CR0572.The horizontal coordinates were scaled from a topographic map and have
 CR0572.an estimated accuracy of +/- 6 seconds.
 CR0572
 CR0572.The orthometric height was determined by differential leveling
 CR0572.and adjusted by the National Geodetic Survey in June 1991..
 CR0572
 CR0572.The geoid height was determined by GEOID03.
 CR0572
 CR0572.The dynamic height is computed by dividing the NAVD 88
 CR0572.geopotential number by the normal gravity value computed on the
 CR0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0572.degrees latitude (g = 980.6199 gals.).
 CR0572
 CR0572.The modeled gravity was interpolated from observed gravity values.
 CR0572
 CR0572;                    North         East    Units  Estimated Accuracy
 CR0572;SPC TXNC     - 2,049,250.      852,020.      MT  (+/- 180 meters Scaled)
 CR0572
 CR0572                          SUPERSEDED SURVEY CONTROL
 CR0572
 CR0572  NGVD 29 (??/??/92)   96.992  (m)          318.21   (f) ADJ UNCH    2 0
 CR0572
 CR0572.Superseded values are not recommended for survey control.
 CR0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0572.See file dsdata.txt to determine how the superseded data were derived.
 CR0572
 CR0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR328530(NAD 83)
 CR0572_MARKER: DD = SURVEY DISK
 CR0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0572_STAMPING: 4 L Y 318 1946
 CR0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0572+STABILITY: SURFACE MOTION
 CR0572
 CR0572  HISTORY     - Date     Condition        Report By
 CR0572  HISTORY     - 1946     MONUMENTED       USGS
 CR0572  HISTORY     - 1947     GOOD             NGS
 CR0572
 CR0572                          STATION DESCRIPTION
 CR0572
 CR0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0572'9.9 MI SW FROM ATHENS.
 CR0572'8.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COURT HOUSE AT ATHENS,
 CR0572'THENCE 1.7 MILES WEST ALONG A DIRT ROAD LEADING TO KOON KREEK KLUB,
 CR0572'ABOUT 250 FEET SOUTH OF AN UNPAINTED FRAME FARM HOUSE, 34 FEET SOUTH
 CR0572'OF THE CENTER OF A CATTLE GUARD, 33 FEET SOUTH OF THE CENTER LINE OF
 CR0572'THE ROAD, 8 FEET WEST OF A 24 INCH OAK TREE PAINTED USBM 317.8, 2 FEET
 CR0572'EAST OF A 4X4 MARKER POST.  A BRONZE GEOLOGICAL SURVEY DISK SET IN THE
 CR0572'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0313 ***********************************************************************
 CS0313  DESIGNATION -  4 R
 CS0313  PID         -  CS0313
 CS0313  STATE/COUNTY-  TX/KAUFMAN
 CS0313  USGS QUAD   -  ELMO (1981)
 CS0313
 CS0313                         *CURRENT SURVEY CONTROL
 CS0313  ___________________________________________________________________
 CS0313* NAD 83(1986)-  32 39 39.     (N)    096 08 15.     (W)     SCALED    
 CS0313* NAVD 88     -       137.012  (meters)     449.51   (feet)  ADJUSTED  
 CS0313  ___________________________________________________________________
 CS0313  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0313  DYNAMIC HT  -         136.858 (meters)     449.01  (feet)  COMP
 CS0313  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 CS0313
 CS0313  VERT ORDER  -  SECOND    CLASS 0
 CS0313
 CS0313.The horizontal coordinates were scaled from a topographic map and have
 CS0313.an estimated accuracy of +/- 6 seconds.
 CS0313
 CS0313.The orthometric height was determined by differential leveling
 CS0313.and adjusted by the National Geodetic Survey in June 1991..
 CS0313
 CS0313.The geoid height was determined by GEOID03.
 CS0313
 CS0313.The dynamic height is computed by dividing the NAVD 88
 CS0313.geopotential number by the normal gravity value computed on the
 CS0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0313.degrees latitude (g = 980.6199 gals.).
 CS0313
 CS0313.The modeled gravity was interpolated from observed gravity values.
 CS0313
 CS0313;                    North         East    Units  Estimated Accuracy
 CS0313;SPC TXNC     - 2,112,740.      821,580.      MT  (+/- 180 meters Scaled)
 CS0313
 CS0313                          SUPERSEDED SURVEY CONTROL
 CS0313
 CS0313  NGVD 29 (??/??/92)  137.024  (m)          449.55   (f) ADJ UNCH    2 0
 CS0313
 CS0313.Superseded values are not recommended for survey control.
 CS0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0313.See file dsdata.txt to determine how the superseded data were derived.
 CS0313
 CS0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB684173(NAD 83)
 CS0313_MARKER: DD = SURVEY DISK
 CS0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0313_STAMPING: 4R 1939
 CS0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0313+STABILITY: SURFACE MOTION
 CS0313
 CS0313  HISTORY     - Date     Condition        Report By
 CS0313  HISTORY     - 1939     MONUMENTED       USDA
 CS0313  HISTORY     - 1948     GOOD             NGS
 CS0313
 CS0313                          STATION DESCRIPTION
 CS0313
 CS0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0313'2.35 MI NW FROM HIRAM.
 CS0313'2.35 MILES NORTHWEST ALONG THE TERRELL-HIRAM ROAD FROM THE LOCUST
 CS0313'GROVE CHURCH AT HIRAM, 107 YARDS (PACED) SOUTHEAST OF A JUNCTION WITH
 CS0313'A ROAD LEADING SOUTHWEST, 522.0 FEET NORTHWEST OF THE SOUTH CORNER OF
 CS0313'AN 18-FOOT BRIDGE OVER A SMALL STREAM, 35.0 FEET SOUTHWEST OF THE
 CS0313'CENTER LINE OF THE ROAD, 1.9 FEET NORTHWEST OF A REFERENCE POST, AND
 CS0313'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CS0313'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0980 ***********************************************************************
 EN0980  DESIGNATION -  4 RDS
 EN0980  PID         -  EN0980
 EN0980  STATE/COUNTY-  TX/BRISCOE
 EN0980  USGS QUAD   -  INDIAN PEAK (1985)
 EN0980
 EN0980                         *CURRENT SURVEY CONTROL
 EN0980  ___________________________________________________________________
 EN0980* NAD 83(1993)-  34 32 21.77051(N)    101 10 09.38768(W)     ADJUSTED  
 EN0980* NAVD 88     -       976.30   (+/-2cm)    3203.1    (feet)  VERTCON   
 EN0980  ___________________________________________________________________
 EN0980  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 EN0980  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 EN0980
 EN0980  HORZ ORDER  -  THIRD
 EN0980  VERT ORDER  -  THIRD ? (See Below)
 EN0980
 EN0980.The horizontal coordinates were established by classical geodetic methods
 EN0980.and adjusted by the National Geodetic Survey in February 1996..
 EN0980
 EN0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0980.The vertical order pertains to the NGVD 29 superseded value.
 EN0980
 EN0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0980
 EN0980.The geoid height was determined by GEOID03.
 EN0980
 EN0980;                    North         East     Units Scale Factor Converg.
 EN0980;SPC TX N     - 1,059,889.598   230,360.325   MT  1.00002748   +0 11 30.0
 EN0980;SPC TX N     - 3,477,321.12    755,773.83   sFT  1.00002748   +0 11 30.0
 EN0980;UTM  14      - 3,824,101.310   300,930.142   MT  1.00008848   -1 13 49.2
 EN0980
 EN0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0980!SPC TX N     -   0.99985107  x   1.00002748  =   0.99987855
 EN0980!UTM  14      -   0.99985107  x   1.00008848  =   0.99993954
 EN0980
 EN0980                          SUPERSEDED SURVEY CONTROL
 EN0980
 EN0980  NAD 83(1993)-  34 32 21.77287(N)    101 10 09.38465(W) AD(       ) 3
 EN0980  NAD 83(1986)-  34 32 21.77425(N)    101 10 09.36941(W) AD(       ) 3
 EN0980  NGVD 29 (01/19/93)  975.94   (m)         3201.9    (f) LEVELING    3  
 EN0980
 EN0980.Superseded values are not recommended for survey control.
 EN0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0980.See file dsdata.txt to determine how the superseded data were derived.
 EN0980
 EN0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD0093024101(NAD 83)
 EN0980_MARKER: DD = SURVEY DISK
 EN0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0980+STABILITY: SURFACE MOTION
 EN0980
 EN0980  HISTORY     - Date     Condition        Report By
 EN0980  HISTORY     - 1954     MONUMENTED       USGS
 EN0980
 EN0980                          STATION DESCRIPTION
 EN0980
 EN0980'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0980'STATION IS LOCATED ABOUT 8.0 MI. E. AND 4.0 MI. N. OF SILVERTON,
 EN0980'TEXAS, ON THE S. RIM OF PALO DURO CANYON.
 EN0980'
 EN0980'TO REACH FROM THE POST OFFICE IN SILVERTON, TEXAS, GO E. 1/2 BLOCK,
 EN0980'THEN N. 1 BLOCK TO STATE HIGHWAY 86, TURN RIGHT (E.) AND FOLLOW
 EN0980'HIGHWAY 86 FOR 2.9 MI. TO INTERSECTION OF HIGHWAY 256, TURN LEFT (E.)
 EN0980'ON STATE HIGHWAY 256 AND GO 3.6 MI. TO CROSSROAD, TURN LEFT (N.) AND
 EN0980'GO 1.0 MI. TO CROSSROAD AND CATTLEGUARD, CROSS CATTLEGUARD AND GO 0.7
 EN0980'MI. TO D. RANCH HOUSE, TAKE TRACK RD. E. FROM RANCH HOUSE AND GO 0.3
 EN0980'MI. TO FORKS, TAKE LEFT FORK N. AND GO 3.7 MI. TO RD. FORK AND STATION
 EN0980'SITE.  STATION IS ABOUT 60 FT. W. OF RD. FORK.
 EN0980'
 EN0980'STATION MARK--A STANDARD TABLET STAMPED---4 RDS 1954 3202---, SET IN
 EN0980'TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 EN0980'
 EN0980'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0441 ***********************************************************************
 CE0441  DESIGNATION -  4 REB
 CE0441  PID         -  CE0441
 CE0441  STATE/COUNTY-  TX/EL PASO
 CE0441  USGS QUAD   -  SMELTERTOWN (1994)
 CE0441
 CE0441                         *CURRENT SURVEY CONTROL
 CE0441  ___________________________________________________________________
 CE0441* NAD 83(1986)-  31 52 07.     (N)    106 35 26.     (W)     SCALED    
 CE0441* NAVD 88     -      1144.078  (meters)    3753.53   (feet)  ADJUSTED  
 CE0441  ___________________________________________________________________
 CE0441  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0441  DYNAMIC HT  -        1142.377 (meters)    3747.95  (feet)  COMP
 CE0441  MODELED GRAV-     979,113.6   (mgal)                       NAVD 88
 CE0441
 CE0441  VERT ORDER  -  FIRST     CLASS II
 CE0441
 CE0441.The horizontal coordinates were scaled from a topographic map and have
 CE0441.an estimated accuracy of +/- 6 seconds.
 CE0441
 CE0441.The orthometric height was determined by differential leveling
 CE0441.and adjusted by the National Geodetic Survey in November 1996..
 CE0441
 CE0441.The geoid height was determined by GEOID03.
 CE0441
 CE0441.The dynamic height is computed by dividing the NAVD 88
 CE0441.geopotential number by the normal gravity value computed on the
 CE0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0441.degrees latitude (g = 980.6199 gals.).
 CE0441
 CE0441.The modeled gravity was interpolated from observed gravity values.
 CE0441
 CE0441;                    North         East    Units  Estimated Accuracy
 CE0441;SPC TX C     - 3,260,760.      108,210.      MT  (+/- 180 meters Scaled)
 CE0441
 CE0441                          SUPERSEDED SURVEY CONTROL
 CE0441
 CE0441  NAVD 88 (06/15/91) 1144.071  (m)         3753.51   (f) UNKNOWN     1 2
 CE0441
 CE0441.Superseded values are not recommended for survey control.
 CE0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0441.See file dsdata.txt to determine how the superseded data were derived.
 CE0441
 CE0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR495269(NAD 83)
 CE0441_MARKER: DD = SURVEY DISK
 CE0441_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0441_SP_SET: CULVERT HEADWALL
 CE0441_STAMPING: 4 REB 1979
 CE0441_MARK LOGO: USGS  
 CE0441_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0441+STABILITY: SURFACE MOTION
 CE0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0441+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0441
 CE0441  HISTORY     - Date     Condition        Report By
 CE0441  HISTORY     - 1979     MONUMENTED       USGS
 CE0441  HISTORY     - 1981     GOOD             NGS
 CE0441  HISTORY     - 19940418 GOOD             NGS
 CE0441
 CE0441                          STATION DESCRIPTION
 CE0441
 CE0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0441'IN EL PASO.
 CE0441'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CE0441'IN EL PASO, 0.2 KM (0.1 MI) NORTHWEST OF THE JUNCTION OF DONIPHAN
 CE0441'ROAD AND COATE DRIVE, 0.5 KM (0.3 MI) NORTHWEST OF THE ST. FRANCES
 CE0441'XAVIER CHURCH, IN TOP CENTER OF THE SOUTHWEST HEADWALL OF A TWO
 CE0441'CHANNEL BOX CULVERT, 21.5 METERS (70.6 FT) NORTHEAST OF THE NEAR RAIL
 CE0441'OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD AND 11.0 METERS (36.1 FT)
 CE0441'SOUTHWEST OF THE CENTERLINE OF DONIPHAN ROAD.
 CE0441
 CE0441                          STATION RECOVERY (1994)
 CE0441
 CE0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0441'5.1 KM (3.15 MI) SOUTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0441'THE POST OFFICE IN CANUTILLO, IN TOP OF AND 4.3 M (14.1 FT) NORTH OF
 CE0441'THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A BOX CULVERT UNDER
 CE0441'THE ROAD, 148.0 M (485.6 FT) NORTH OF THE CENTER OF COATES DRIVE,
 CE0441'21.6 M (70.9 FT) EAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 11.0
 CE0441'M (36.1 FT) WEST OF THE HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) BELOW
 CE0441'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2274 ***********************************************************************
 BY2274  DESIGNATION -  4 S USGS RESET 1947
 BY2274  PID         -  BY2274
 BY2274  STATE/COUNTY-  TX/ANDERSON
 BY2274  USGS QUAD   -  BLACKFOOT (1982)
 BY2274
 BY2274                         *CURRENT SURVEY CONTROL
 BY2274  ___________________________________________________________________
 BY2274* NAD 83(1986)-  31 59 11.     (N)    095 49 26.     (W)     SCALED    
 BY2274* NAVD 88     -       122.300  (meters)     401.25   (feet)  ADJUSTED  
 BY2274  ___________________________________________________________________
 BY2274  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BY2274  DYNAMIC HT  -         122.155 (meters)     400.77  (feet)  COMP
 BY2274  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 BY2274
 BY2274  VERT ORDER  -  SECOND    CLASS 0
 BY2274
 BY2274.The horizontal coordinates were scaled from a topographic map and have
 BY2274.an estimated accuracy of +/- 6 seconds.
 BY2274
 BY2274.The orthometric height was determined by differential leveling
 BY2274.and adjusted by the National Geodetic Survey in June 1991..
 BY2274
 BY2274.The geoid height was determined by GEOID03.
 BY2274
 BY2274.The dynamic height is computed by dividing the NAVD 88
 BY2274.geopotential number by the normal gravity value computed on the
 BY2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2274.degrees latitude (g = 980.6199 gals.).
 BY2274
 BY2274.The modeled gravity was interpolated from observed gravity values.
 BY2274
 BY2274;                    North         East    Units  Estimated Accuracy
 BY2274;SPC TX C     - 3,265,810.    1,126,070.      MT  (+/- 180 meters Scaled)
 BY2274
 BY2274                          SUPERSEDED SURVEY CONTROL
 BY2274
 BY2274  NGVD 29 (??/??/92)  122.293  (m)          401.22   (f) ADJ UNCH    2 0
 BY2274
 BY2274.Superseded values are not recommended for survey control.
 BY2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2274.See file dsdata.txt to determine how the superseded data were derived.
 BY2274
 BY2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR331424(NAD 83)
 BY2274_MARKER: DD = SURVEY DISK
 BY2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2274_STAMPING: 4 S 1946 402 RESET 1947
 BY2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2274+STABILITY: SURFACE MOTION
 BY2274
 BY2274  HISTORY     - Date     Condition        Report By
 BY2274  HISTORY     - 1947     MONUMENTED       USGS
 BY2274  HISTORY     - 1947     GOOD             NGS
 BY2274
 BY2274                          STATION DESCRIPTION
 BY2274
 BY2274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2274'3.4 MI W FROM BRADFORD.
 BY2274'3.4 MILES WEST ALONG A NARROW OILED ROAD FROM WOODS STORE AT BRADFORD,
 BY2274'AT A ROAD INTERSECTION, 96 FEET SOUTH OF THE CENTER LINE OF THE OILED
 BY2274'ROAD, 24 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 2
 BY2274'FEET WEST OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1075 ***********************************************************************
 AY1075  DESIGNATION -  4 TXHD
 AY1075  PID         -  AY1075
 AY1075  STATE/COUNTY-  TX/KENDALL
 AY1075  USGS QUAD   -  BOERNE (1982)
 AY1075
 AY1075                         *CURRENT SURVEY CONTROL
 AY1075  ___________________________________________________________________
 AY1075* NAD 83(1986)-  29 46 49.     (N)    098 43 49.     (W)     SCALED    
 AY1075* NAVD 88     -       438.018  (meters)    1437.06   (feet)  POSTED    
 AY1075  ___________________________________________________________________
 AY1075  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AY1075  DYNAMIC HT  -         437.380 (meters)    1434.97  (feet)  COMP
 AY1075  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 AY1075
 AY1075  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AY1075
 AY1075.The horizontal coordinates were scaled from a topographic map and have
 AY1075.an estimated accuracy of +/- 6 seconds.
 AY1075
 AY1075.The orthometric height was determined by differential leveling
 AY1075.and adjusted by the National Geodetic Survey in 1992..
 AY1075.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AY1075.rate greater than 8.0 mm/km.
 AY1075
 AY1075.The geoid height was determined by GEOID03.
 AY1075
 AY1075.The dynamic height is computed by dividing the NAVD 88
 AY1075.geopotential number by the normal gravity value computed on the
 AY1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1075.degrees latitude (g = 980.6199 gals.).
 AY1075
 AY1075.The modeled gravity was interpolated from observed gravity values.
 AY1075
 AY1075;                    North         East    Units  Estimated Accuracy
 AY1075;SPC TXSC     - 4,215,810.      626,080.      MT  (+/- 180 meters Scaled)
 AY1075
 AY1075                          SUPERSEDED SURVEY CONTROL
 AY1075
 AY1075  NGVD 29 (??/??/92)  437.924  (m)         1436.76   (f) ADJ UNCH    2 0
 AY1075
 AY1075.Superseded values are not recommended for survey control.
 AY1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1075.See file dsdata.txt to determine how the superseded data were derived.
 AY1075
 AY1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT260944(NAD 83)
 AY1075_MARKER: DD = SURVEY DISK
 AY1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1075+STABILITY: SURFACE MOTION
 AY1075
 AY1075  HISTORY     - Date     Condition        Report By
 AY1075  HISTORY     - UNK      MONUMENTED       TXHD
 AY1075  HISTORY     - 1952     GOOD             NGS
 AY1075  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY1075  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1075
 AY1075                          STATION DESCRIPTION
 AY1075
 AY1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AY1075'0.9 MI S FROM BOERNE.
 AY1075'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1075'165 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF THE
 AY1075'CENTER LINE OF A FARM ROAD WHICH IS NOW UNDER CONSTRUCTION, 80 FEET
 AY1075'SOUTH OF BENCH MARK 3 (T.S.H.D.), 15 FEET WEST OF THE CENTER LINE OF A
 AY1075'PRIVATE DRIVEWAY, 0.6 FOOT NORTH OF A FENCE, SET IN THE TOP OF A
 AY1075'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AY1075
 AY1075                          STATION RECOVERY (1964)
 AY1075
 AY1075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1075'MARK NOT FOUND.
 AY1075
 AY1075                          STATION RECOVERY (1982)
 AY1075
 AY1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1075'SEARCHED FOR, NOT RECOVERED THIS DATE, ASSUME THE MARK WAS COVERED UP
 AY1075'OR KNOCKED OUT DURING ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1961 ***********************************************************************
 AW1961  DESIGNATION -  4 UTX
 AW1961  PID         -  AW1961
 AW1961  STATE/COUNTY-  TX/HARRIS
 AW1961  USGS QUAD   -  LA PORTE (1982)
 AW1961
 AW1961                         *CURRENT SURVEY CONTROL
 AW1961  ___________________________________________________________________
 AW1961* NAD 83(1986)-  29 44 56.     (N)    095 04 44.     (W)     SCALED    
 AW1961* NAVD 88     -         6.42   (+/-2cm)      21.1    (feet)  VERTCON   
 AW1961  ___________________________________________________________________
 AW1961  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1961
 AW1961  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1961
 AW1961.The horizontal coordinates were scaled from a topographic map and have
 AW1961.an estimated accuracy of +/- 6 seconds.
 AW1961
 AW1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1961.The vertical order pertains to the NGVD 29 superseded value.
 AW1961
 AW1961.The geoid height was determined by GEOID03.
 AW1961
 AW1961;                    North         East    Units  Estimated Accuracy
 AW1961;SPC TXSC     - 4,218,650.      979,170.      MT  (+/- 180 meters Scaled)
 AW1961
 AW1961                          SUPERSEDED SURVEY CONTROL
 AW1961
 AW1961  NGVD 29 (??/??/92)    6.413  (m)           21.04   (f) ADJ UNCH    1 2
 AW1961
 AW1961.Superseded values are not recommended for survey control.
 AW1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1961.See file dsdata.txt to determine how the superseded data were derived.
 AW1961
 AW1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN989927(NAD 83)
 AW1961_MARKER: Z = SEE DESCRIPTION
 AW1961_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1961_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1961
 AW1961  HISTORY     - Date     Condition        Report By
 AW1961  HISTORY     - UNK      MONUMENTED       UTX
 AW1961  HISTORY     - 1964     GOOD             NGS
 AW1961  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1961  HISTORY     - 19971114 MARK NOT FOUND   USPSQD
 AW1961  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1961  HISTORY     - 20030213 MARK NOT FOUND   USPSQD
 AW1961  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW1961
 AW1961                          STATION DESCRIPTION
 AW1961
 AW1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1961'1.4 MI SE FROM LYNCHBURG.
 AW1961'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW1961'LANDING AT LYNCHBURG, THENCE 0.55 MILE EAST ALONG THE SAN JACINTO
 AW1961'MONUMENT ROAD, 275 FEET SOUTHEAST OF THE CENTER LINE OF A PAVED ROAD
 AW1961'AROUND THE MONUMENT, 232 FEET SOUTHEAST OF THE SOUTHEAST CONCRETE CURB
 AW1961'OF THE ROAD, 20 FEET NORTHEAST OF A FORKED 12-INCH OAK TREE, A 1-INCH
 AW1961'BRASS PLUG IN THE TOP OF A 1-INCH IRON PIPE AND ENCASED IN A 4-INCH
 AW1961'IRON PIPE WITH A SCREW PLUG ON TOP, AND ABOUT 10 INCHES BELOW THE
 AW1961'4-INCH SCREW PLUG.  NOTE-- THE PIPE IS ALSO ENCASED IN A 12-INCH PIPE
 AW1961'THAT IS FLUSH WITH THE GROUND.
 AW1961
 AW1961                          STATION RECOVERY (1978)
 AW1961
 AW1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1961'NOT RECOVERED.  NOTE=PARK SUPERINTENDENT STATED THAT THE PIPES HAVE
 AW1961'BEEN REMOVED.
 AW1961
 AW1961                          STATION RECOVERY (1997)
 AW1961
 AW1961'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1961'MARK NOT FOUND.
 AW1961
 AW1961                          STATION RECOVERY (2001)
 AW1961
 AW1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1961'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1961
 AW1961                          STATION RECOVERY (2003)
 AW1961
 AW1961'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AW1961'MARK NOT FOUND.
 AW1961
 AW1961                          STATION RECOVERY (2004)
 AW1961
 AW1961'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1468 ***********************************************************************
 AJ1468  DESIGNATION -  4 WR
 AJ1468  PID         -  AJ1468
 AJ1468  STATE/COUNTY-  TX/WEBB
 AJ1468  USGS QUAD   -  DOLORES RANCH (1965)
 AJ1468
 AJ1468                         *CURRENT SURVEY CONTROL
 AJ1468  ___________________________________________________________________
 AJ1468* NAD 83(1986)-  27 40 18.     (N)    099 40 04.     (W)     SCALED    
 AJ1468* NAVD 88     -       141.35   (+/-2cm)     463.7    (feet)  VERTCON   
 AJ1468  ___________________________________________________________________
 AJ1468  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AJ1468
 AJ1468  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1468
 AJ1468.The horizontal coordinates were scaled from a topographic map and have
 AJ1468.an estimated accuracy of +/- 6 seconds.
 AJ1468
 AJ1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1468.The vertical order pertains to the NGVD 29 superseded value.
 AJ1468
 AJ1468.The geoid height was determined by GEOID03.
 AJ1468
 AJ1468;                    North         East    Units  Estimated Accuracy
 AJ1468;SPC TX S     - 5,222,680.      184,800.      MT  (+/- 180 meters Scaled)
 AJ1468
 AJ1468                          SUPERSEDED SURVEY CONTROL
 AJ1468
 AJ1468  NGVD 29 (??/??/92)  141.34   (m)          463.7    (f) COMPUTED    2 0
 AJ1468
 AJ1468.Superseded values are not recommended for survey control.
 AJ1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1468.See file dsdata.txt to determine how the superseded data were derived.
 AJ1468
 AJ1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR341610(NAD 83)
 AJ1468_MARKER: DB = BENCH MARK DISK
 AJ1468_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1468_SP_SET: CONCRETE BRIDGE WINGWALL
 AJ1468_STAMPING: 4 WR 464 1964
 AJ1468_MARK LOGO: USGS  
 AJ1468_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1468
 AJ1468  HISTORY     - Date     Condition        Report By
 AJ1468  HISTORY     - 1964     MONUMENTED       USGS
 AJ1468
 AJ1468                          STATION DESCRIPTION
 AJ1468
 AJ1468'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1468'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 11.5 MILES NORTHWEST
 AJ1468'ALONG TEXAS FARM ROAD 1472, SET IN THE SOUTHWEST END OF THE NORTHEAST
 AJ1468'WINGWALL OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1671 ***********************************************************************
 FL1671  DESIGNATION -  4 WWC
 FL1671  PID         -  FL1671
 FL1671  STATE/COUNTY-  TX/HUTCHINSON
 FL1671  USGS QUAD   -  STINNETT STATION (1978)
 FL1671
 FL1671                         *CURRENT SURVEY CONTROL
 FL1671  ___________________________________________________________________
 FL1671* NAD 83(1993)-  35 53 27.57521(N)    101 15 20.97719(W)     ADJUSTED  
 FL1671* NAVD 88     -       920.45   (+/-2cm)    3019.8    (feet)  VERTCON   
 FL1671  ___________________________________________________________________
 FL1671  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 FL1671  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FL1671
 FL1671  HORZ ORDER  -  THIRD
 FL1671  VERT ORDER  -  THIRD ? (See Below)
 FL1671
 FL1671.The horizontal coordinates were established by classical geodetic methods
 FL1671.and adjusted by the National Geodetic Survey in February 1996..
 FL1671
 FL1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1671.The vertical order pertains to the NGVD 29 superseded value.
 FL1671
 FL1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1671
 FL1671.The geoid height was determined by GEOID03.
 FL1671
 FL1671;                    North         East     Units Scale Factor Converg.
 FL1671;SPC TX N     - 1,209,811.076   222,044.559   MT  0.99994488   +0 08 29.4
 FL1671;SPC TX N     - 3,969,188.51    728,491.19   sFT  0.99994488   +0 08 29.4
 FL1671;UTM  14      - 3,974,208.598   296,391.658   MT  1.00011086   -1 19 22.5
 FL1671
 FL1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1671!SPC TX N     -   0.99985982  x   0.99994488  =   0.99980471
 FL1671!UTM  14      -   0.99985982  x   1.00011086  =   0.99997066
 FL1671
 FL1671:                Primary Azimuth Mark                     Grid Az
 FL1671:SPC TX N     -  DRAW                                     289 22 34.8
 FL1671:UTM  14      -  DRAW                                     290 50 26.7
 FL1671
 FL1671|---------------------------------------------------------------------|
 FL1671| PID    Reference Object                     Distance      Geod. Az  |
 FL1671|                                                           dddmmss.s |
 FL1671| FL1672 DRAW                                APPROX. 2.4 KM 2893104.2 |
 FL1671|---------------------------------------------------------------------|
 FL1671
 FL1671                          SUPERSEDED SURVEY CONTROL
 FL1671
 FL1671  NAD 83(1993)-  35 53 27.57578(N)    101 15 20.97655(W) AD(       ) 3
 FL1671  NAD 83(1986)-  35 53 27.58300(N)    101 15 20.96531(W) AD(       ) 3
 FL1671  NAD 27      -  35 53 27.44565(N)    101 15 19.38955(W) AD(       ) 3
 FL1671  NGVD 29 (07/19/86)  920.01   (m)         3018.4    (f) LEVELING    3  
 FL1671
 FL1671.Superseded values are not recommended for survey control.
 FL1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1671.See file dsdata.txt to determine how the superseded data were derived.
 FL1671
 FL1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9639274209(NAD 83)
 FL1671_MARKER: DD = SURVEY DISK
 FL1671_SETTING: 0 = UNSPECIFIED SETTING
 FL1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1671
 FL1671  HISTORY     - Date     Condition        Report By
 FL1671  HISTORY     - 1952     MONUMENTED       USGS
 FL1671
 FL1671                          STATION DESCRIPTION
 FL1671
 FL1671'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1671'TO REACH FROM STINNETT GO NE. ON HIGHWAY NO. 117, 12.2 MI. TO RD. ON
 FL1671'RIGHT.  TURN RIGHT E., GO 5.0 MI. TO CROSSROADS.  TURN RIGHT S. GO 1.0
 FL1671'MI. TURN LEFT, E., GO 0.9 MI.TO LEFT TURN IN RD. AND RD. ON RIGHT
 FL1671'THROUGH GATE.  TURN RIGHT S. GO 0.3 MI. TO GATE.  CONTINUE SE. 0.6 MI.
 FL1671'TO RD. FORK.  TAKE RIGHT FORK S., GO 0.2 MI. TO WINDMILL.  TURN LEFT
 FL1671'E., GO 0.2 MI. TO CROSSROADS.  TURN RIGHT S., GO 1.1 MI. TO RD. FORK.
 FL1671'TAKE RIGHT FORK S. 0.8 MI. TO RD. FORK.  TAKE LEFT FORK S., GO 1.0 MI.
 FL1671'TO GATE IN E-W. FENCE, CONTINUE ALONG RD. S., 1.6 MI. TO STATION ABOUT
 FL1671'50 FT. W. OF RD. ON EDGE OF HILL.
 FL1671'
 FL1671'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED ---4-WWC- 1952
 FL1671'3018---.
 FL1671'
 FL1671'REFERENCE MARK NO.1 - 1 IN. IRON PIPE DRIVEN IN GROUND 206.20 FT.
 FL1671'DIST., S 00 DEG 49 MIN 09 SEC E.
 FL1671'
 FL1671'REFERENCE MARK NO.2 - 1 IN. IRON PIPE DRIVEN IN GROUND 127.50 FT.
 FL1671'DIST., N 87 DEG 45 MIN 05 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0755 ***********************************************************************
 CE0755  DESIGNATION -  4 X
 CE0755  PID         -  CE0755
 CE0755  STATE/COUNTY-  TX/EL PASO
 CE0755  USGS QUAD   -  EL PASO (1997)
 CE0755
 CE0755                         *CURRENT SURVEY CONTROL
 CE0755  ___________________________________________________________________
 CE0755* NAD 83(1986)-  31 45 51.     (N)    106 27 22.     (W)     SCALED    
 CE0755* NAVD 88     -      1129.880  (meters)    3706.95   (feet)  ADJUSTED  
 CE0755  ___________________________________________________________________
 CE0755  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CE0755  DYNAMIC HT  -        1128.173 (meters)    3701.35  (feet)  COMP
 CE0755  MODELED GRAV-     979,089.8   (mgal)                       NAVD 88
 CE0755
 CE0755  VERT ORDER  -  FIRST     CLASS I
 CE0755
 CE0755.The horizontal coordinates were scaled from a topographic map and have
 CE0755.an estimated accuracy of +/- 6 seconds.
 CE0755
 CE0755.The orthometric height was determined by differential leveling
 CE0755.and adjusted by the National Geodetic Survey in November 1996..
 CE0755
 CE0755.The geoid height was determined by GEOID03.
 CE0755
 CE0755.The dynamic height is computed by dividing the NAVD 88
 CE0755.geopotential number by the normal gravity value computed on the
 CE0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0755.degrees latitude (g = 980.6199 gals.).
 CE0755
 CE0755.The modeled gravity was interpolated from observed gravity values.
 CE0755
 CE0755;                    North         East    Units  Estimated Accuracy
 CE0755;SPC TX C     - 3,248,490.      120,270.      MT  (+/- 180 meters Scaled)
 CE0755
 CE0755                          SUPERSEDED SURVEY CONTROL
 CE0755
 CE0755.No superseded survey control is available for this station.
 CE0755
 CE0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR621152(NAD 83)
 CE0755_MARKER: DU = BOUNDARY MARKER
 CE0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0755_SP_SET: CONCRETE POST
 CE0755_MARK LOGO: IBWC  
 CE0755_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0755+STABILITY: SURFACE MOTION
 CE0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0755+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0755
 CE0755  HISTORY     - Date     Condition        Report By
 CE0755  HISTORY     - UNK      MONUMENTED       IBWC
 CE0755  HISTORY     - 19930112 GOOD             NGS
 CE0755
 CE0755                          STATION DESCRIPTION
 CE0755
 CE0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0755'3.8 KM (2.35 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0755'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0755'EL PASO, 4.7 M (15.4 FT) NORTH OF A CONCRETE RETAINING WALL AND FENCE
 CE0755'AT AN AREA PAINTED P.O. 65+307, 0.5 M (1.6 FT) NORTH OF THE ROAD
 CE0755'CENTER, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE ROAD
 CE0755'SURFACE. NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4026 ***********************************************************************
 AW4026  DESIGNATION -  40
 AW4026  PID         -  AW4026
 AW4026  STATE/COUNTY-  TX/BRAZORIA
 AW4026  USGS QUAD   -  JULIFF (1974)
 AW4026
 AW4026                         *CURRENT SURVEY CONTROL
 AW4026  ___________________________________________________________________
 AW4026* NAD 83(1986)-  29 29 07.     (N)    095 25 03.     (W)     SCALED    
 AW4026* NAVD 88     -        18.67   (+/-2cm)      61.3    (feet)  VERTCON   
 AW4026  ___________________________________________________________________
 AW4026  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW4026
 AW4026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4026
 AW4026.The horizontal coordinates were scaled from a topographic map and have
 AW4026.an estimated accuracy of +/- 6 seconds.
 AW4026
 AW4026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4026.The vertical order pertains to the NGVD 29 superseded value.
 AW4026
 AW4026.The geoid height was determined by GEOID03.
 AW4026
 AW4026;                    North         East    Units  Estimated Accuracy
 AW4026;SPC TXSC     - 4,188,400.      947,330.      MT  (+/- 180 meters Scaled)
 AW4026
 AW4026                          SUPERSEDED SURVEY CONTROL
 AW4026
 AW4026  NGVD 29 (??/??/92)   18.670  (m)           61.25   (f) ADJ UNCH    2 0
 AW4026
 AW4026.Superseded values are not recommended for survey control.
 AW4026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4026.See file dsdata.txt to determine how the superseded data were derived.
 AW4026
 AW4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN656641(NAD 83)
 AW4026_MARKER: Z = SEE DESCRIPTION
 AW4026_SETTING: 0 = UNSPECIFIED SETTING
 AW4026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4026
 AW4026  HISTORY     - Date     Condition        Report By
 AW4026  HISTORY     - UNK      MONUMENTED       GCSFRC
 AW4026  HISTORY     - 1935     GOOD             NGS
 AW4026  HISTORY     - 1942     GOOD             NGS
 AW4026
 AW4026                          STATION DESCRIPTION
 AW4026
 AW4026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AW4026'5.0 MI W FROM MANVEL.
 AW4026'4.0 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4026'STATION AT MANVEL, BRAZORIA COUNTY, AT METAL MILEPOST 40, 10 FEET
 AW4026'NORTH OF THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A VERTICAL
 AW4026'SECTION OF RAIL PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 AW4026
 AW4026                          STATION RECOVERY (1942)
 AW4026
 AW4026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AW4026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0211 ***********************************************************************
 DQ0211  DESIGNATION -  40
 DQ0211  PID         -  DQ0211
 DQ0211  STATE/COUNTY-  TX/COCHRAN
 DQ0211  USGS QUAD   -  WHITEFACE SW (1970)
 DQ0211
 DQ0211                         *CURRENT SURVEY CONTROL
 DQ0211  ___________________________________________________________________
 DQ0211* NAD 83(1986)-  33 36 07.     (N)    102 37 43.     (W)     SCALED    
 DQ0211* NAVD 88     -      1126.025  (meters)    3694.30   (feet)  ADJUSTED  
 DQ0211  ___________________________________________________________________
 DQ0211  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 DQ0211  DYNAMIC HT  -        1124.546 (meters)    3689.45  (feet)  COMP
 DQ0211  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 DQ0211
 DQ0211  VERT ORDER  -  SECOND    CLASS 0
 DQ0211
 DQ0211.The horizontal coordinates were scaled from a topographic map and have
 DQ0211.an estimated accuracy of +/- 6 seconds.
 DQ0211
 DQ0211.The orthometric height was determined by differential leveling
 DQ0211.and adjusted by the National Geodetic Survey in June 1991..
 DQ0211
 DQ0211.The geoid height was determined by GEOID03.
 DQ0211
 DQ0211.The dynamic height is computed by dividing the NAVD 88
 DQ0211.geopotential number by the normal gravity value computed on the
 DQ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0211.degrees latitude (g = 980.6199 gals.).
 DQ0211
 DQ0211.The modeled gravity was interpolated from observed gravity values.
 DQ0211
 DQ0211;                    North         East    Units  Estimated Accuracy
 DQ0211;SPC TXNC     - 2,222,140.      216,940.      MT  (+/- 180 meters Scaled)
 DQ0211
 DQ0211                          SUPERSEDED SURVEY CONTROL
 DQ0211
 DQ0211  NGVD 29 (??/??/92) 1125.616  (m)         3692.96   (f) ADJ UNCH    2 0
 DQ0211
 DQ0211.Superseded values are not recommended for survey control.
 DQ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0211.See file dsdata.txt to determine how the superseded data were derived.
 DQ0211
 DQ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT200205(NAD 83)
 DQ0211_MARKER: B = BOLT
 DQ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0211+STABILITY: SURFACE MOTION
 DQ0211
 DQ0211  HISTORY     - Date     Condition        Report By
 DQ0211  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0211  HISTORY     - 1943     GOOD             NGS
 DQ0211
 DQ0211                          STATION DESCRIPTION
 DQ0211
 DQ0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DQ0211'10.4 MI E FROM LEHMAN.
 DQ0211'10.4 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0211'STATION AT LEHMAN, COCHRAN COUNTY, 0.6 MILE WEST OF THE STATION AT
 DQ0211'WHITEFACE, 101 FEET NORTH-NORTHEAST OF MILEPOST 40, 54 FEET SOUTH OF
 DQ0211'THE CENTERLINE OF AN EAST-AND-WEST ROAD, 48 FEET NORTH OF THE
 DQ0211'CENTERLINE OF THE TRACK, 1 FOOT SOUTH OF A POST AT THE CORNER OF THE
 DQ0211'NORTH RIGHT-OF-WAY FENCE, AND 2 INCHES LOWER THAN THE GROUND.  A TRACK
 DQ0211'BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0258 ***********************************************************************
 AH0258  DESIGNATION -  40 USE
 AH0258  PID         -  AH0258
 AH0258  STATE/COUNTY-  TX/NUECES
 AH0258  USGS QUAD   -  PORT ARANSAS (1975)
 AH0258
 AH0258                         *CURRENT SURVEY CONTROL
 AH0258  ___________________________________________________________________
 AH0258* NAD 83(1986)-  27 50 22.     (N)    097 04 07.     (W)     SCALED    
 AH0258* NAVD 88     -         0.74   (+/-2cm)       2.4    (feet)  VERTCON   
 AH0258  ___________________________________________________________________
 AH0258  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH0258
 AH0258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0258
 AH0258.The horizontal coordinates were scaled from a topographic map and have
 AH0258.an estimated accuracy of +/- 6 seconds.
 AH0258
 AH0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0258.The vertical order pertains to the NGVD 29 superseded value.
 AH0258
 AH0258.The geoid height was determined by GEOID03.
 AH0258
 AH0258;                    North         East    Units  Estimated Accuracy
 AH0258;SPC TX S     - 5,241,530.      441,000.      MT  (+/- 180 meters Scaled)
 AH0258
 AH0258                          SUPERSEDED SURVEY CONTROL
 AH0258
 AH0258  NGVD 29 (??/??/92)    0.85   (m)            2.8    (f) COMPUTED    2 0
 AH0258
 AH0258.Superseded values are not recommended for survey control.
 AH0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0258.See file dsdata.txt to determine how the superseded data were derived.
 AH0258
 AH0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR902809(NAD 83)
 AH0258_MARKER: DD = SURVEY DISK
 AH0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0258_STAMPING: 40 STA 40 1950
 AH0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0258+STABILITY: SURFACE MOTION
 AH0258
 AH0258  HISTORY     - Date     Condition        Report By
 AH0258  HISTORY     - 1950     MONUMENTED       DOD
 AH0258  HISTORY     - 1951     GOOD             NGS
 AH0258  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0258  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AH0258  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH0258
 AH0258                          STATION DESCRIPTION
 AH0258
 AH0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0258'1.2 MI W FROM PORT ARANSAS.
 AH0258'0.15 MILE WEST ALONG AN OILED STREET FROM THE COAST GUARD STATION AT
 AH0258'PORT ARANSAS, THENCE 0.1 MILE SOUTH ALONG AN OILED STREET, THENCE 0.25
 AH0258'MILE WEST ALONG A SANDY ROAD, THENCE 0.7 MILE NORTHWEST ALONG A
 AH0258'WINDING SANDY TRACK ROAD, 0.7 MILE WEST OF THE FERRY LANDING ON THE
 AH0258'SOUTH SIDE OF THE CORPUS CHRISTI SHIP CHANNEL, 0.2 MILE WEST OF BENCH
 AH0258'MARK 30 + 54 (U.S.E.D.), 4.7 FEET NORTH OF A CEDAR POST, 2.7 FEET EAST
 AH0258'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AH0258'0.2 FOOT ABOVE THE GROUND.
 AH0258
 AH0258                          STATION RECOVERY (1959)
 AH0258
 AH0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0258'MARK NOT FOUND.
 AH0258
 AH0258                          STATION RECOVERY (1988)
 AH0258
 AH0258'RECOVERY NOTE BY US POWER SQUADRON 1988 (DL)
 AH0258'MARK NOT FOUND.
 AH0258
 AH0258                          STATION RECOVERY (1997)
 AH0258
 AH0258'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1319 ***********************************************************************
 DM1319  DESIGNATION -  40 WWF USGS 1951
 DM1319  PID         -  DM1319
 DM1319  STATE/COUNTY-  TX/RED RIVER
 DM1319  USGS QUAD   -  NEGLEY (1951)
 DM1319
 DM1319                         *CURRENT SURVEY CONTROL
 DM1319  ___________________________________________________________________
 DM1319* NAD 83(1993)-  33 45 03.70697(N)    095 03 18.45166(W)     ADJUSTED  
 DM1319* NAVD 88     -       136.76   (+/-2cm)     448.7    (feet)  VERTCON   
 DM1319  ___________________________________________________________________
 DM1319  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DM1319  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DM1319
 DM1319  HORZ ORDER  -  SECOND
 DM1319  VERT ORDER  -  THIRD ? (See Below)
 DM1319
 DM1319.The horizontal coordinates were established by classical geodetic methods
 DM1319.and adjusted by the National Geodetic Survey in February 1996..
 DM1319
 DM1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1319.The vertical order pertains to the NGVD 29 superseded value.
 DM1319
 DM1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1319
 DM1319.The geoid height was determined by GEOID03.
 DM1319
 DM1319;                    North         East     Units Scale Factor Converg.
 DM1319;SPC TXNC     - 2,236,374.234   919,105.359   MT  0.99994697   +1 52 43.7
 DM1319;SPC TXNC     - 7,337,171.13  3,015,431.50   sFT  0.99994697   +1 52 43.7
 DM1319;UTM  15      - 3,736,448.393   309,645.975   MT  1.00004672   -1 08 31.7
 DM1319
 DM1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1319!SPC TXNC     -   0.99998281  x   0.99994697  =   0.99992978
 DM1319!UTM  15      -   0.99998281  x   1.00004672  =   1.00002953
 DM1319
 DM1319                          SUPERSEDED SURVEY CONTROL
 DM1319
 DM1319  NAD 83(1993)-  33 45 03.70708(N)    095 03 18.45175(W) AD(       ) 2
 DM1319  NAD 83(1986)-  33 45 03.71439(N)    095 03 18.43765(W) AD(       ) 2
 DM1319  NAD 27      -  33 45 03.32600(N)    095 03 17.62500(W) AD(       ) 2
 DM1319  NGVD 29 (07/19/86)  136.75   (m)          448.7    (f) LEVELING    3  
 DM1319
 DM1319.Superseded values are not recommended for survey control.
 DM1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1319.See file dsdata.txt to determine how the superseded data were derived.
 DM1319
 DM1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0964636448(NAD 83)
 DM1319_MARKER: DS = TRIANGULATION STATION DISK
 DM1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1319_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1319+STABILITY: SURFACE MOTION
 DM1319
 DM1319  HISTORY     - Date     Condition        Report By
 DM1319  HISTORY     - 1951     MONUMENTED       USGS
 DM1319
 DM1319                          STATION DESCRIPTION
 DM1319
 DM1319'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (JCT)
 DM1319'STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF CLARKSVILLE
 DM1319'AND 0.15 MILE SOUTH OF THE NEGLEY POST OFFICE ON THE RIGHT
 DM1319'OF WAY OF STATE HIGHWAY 37.  STATION IS 60 FEET EAST OF
 DM1319'THE CENTERLINE OF HIGHWAY, 28 FEET SOUTH OF THE APPROXIMATE
 DM1319'CENTERLINE OF DRIVEWAY AND 2 FEET WEST OF FENCE.  THE MARK
 DM1319'IS A 6X6 CONCRETE POST WITH STANDARD DISK, PROJECTS ABOUT
 DM1319'8 INCHES AND IS STAMPED 40 WWF 1949.
 DM1319'
 DM1319'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1319'NEGLEY AND THE DISTANCE IS 34.615 METERS, 113.57 FEET, EAST
 DM1319'SOUTHEAST.
 DM1319'
 DM1319'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DM1319'HIGHWAY 37 ONE BLOCK WEST OF THE SOUTHWEST CORNER OF THE
 DM1319'SQUARE IN CLARKSVILLE GO NORTH ON STATE HIGHWAY 37 FOR 9.9
 DM1319'MILES TO HOUSE AND STATION ON RIGHT OR EAST SIDE OF ROAD AS
 DM1319'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0247 ***********************************************************************
 AB0247  TIDAL BM    -  This is a Tidal Bench Mark.
 AB0247  DESIGNATION -  400 RL
 AB0247  PID         -  AB0247
 AB0247  STATE/COUNTY-  TX/CAMERON
 AB0247  USGS QUAD   -  PORT ISABEL (1983)
 AB0247
 AB0247                         *CURRENT SURVEY CONTROL
 AB0247  ___________________________________________________________________
 AB0247* NAD 83(1986)-  26 03 40.     (N)    097 12 57.     (W)     SCALED    
 AB0247* NAVD 88     -         2.755  (meters)       9.04   (feet)  ADJUSTED  
 AB0247  ___________________________________________________________________
 AB0247  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB0247  DYNAMIC HT  -           2.751 (meters)       9.03  (feet)  COMP
 AB0247  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AB0247
 AB0247  VERT ORDER  -  FIRST     CLASS II
 AB0247
 AB0247.The horizontal coordinates were scaled from a topographic map and have
 AB0247.an estimated accuracy of +/- 6 seconds.
 AB0247
 AB0247.The orthometric height was determined by differential leveling
 AB0247.and adjusted by the National Geodetic Survey in June 1991..
 AB0247
 AB0247.This Tidal Bench Mark is designated as VM 896
 AB0247.by the Center for Operational Oceanographic Products and Services.
 AB0247
 AB0247.The geoid height was determined by GEOID03.
 AB0247
 AB0247.The dynamic height is computed by dividing the NAVD 88
 AB0247.geopotential number by the normal gravity value computed on the
 AB0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0247.degrees latitude (g = 980.6199 gals.).
 AB0247
 AB0247.The modeled gravity was interpolated from observed gravity values.
 AB0247
 AB0247;                    North         East    Units  Estimated Accuracy
 AB0247;SPC TX S     - 5,044,360.      428,500.      MT  (+/- 180 meters Scaled)
 AB0247
 AB0247                          SUPERSEDED SURVEY CONTROL
 AB0247
 AB0247  NGVD 29 (??/??/92)    2.861  (m)            9.39   (f) ADJ UNCH    1 2
 AB0247
 AB0247.Superseded values are not recommended for survey control.
 AB0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0247.See file dsdata.txt to determine how the superseded data were derived.
 AB0247
 AB0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP784836(NAD 83)
 AB0247_MARKER: DD = SURVEY DISK
 AB0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0247_STAMPING: 400 RL 1950 22+200
 AB0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0247+STABILITY: SURFACE MOTION
 AB0247
 AB0247  HISTORY     - Date     Condition        Report By
 AB0247  HISTORY     - 1950     MONUMENTED       DOD
 AB0247  HISTORY     - 1951     GOOD             NGS
 AB0247  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0247  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0247  HISTORY     - 1992     MARK NOT FOUND   USPSQD
 AB0247  HISTORY     - 19930210 POOR             USPSQD
 AB0247
 AB0247                          STATION DESCRIPTION
 AB0247
 AB0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0247'IN PORT ISABEL.
 AB0247'AT PORT ISABEL, AT THE TURNING BASIN, 120 FEET NORTHWEST OF THE WEST
 AB0247'CORNER OF THE MAIN WHARF BUILDING, 121 FEET NORTHWEST OF BENCH MARK
 AB0247'TIDAL 3, 23 FEET SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD, 2 FEET
 AB0247'NORTHEAST OF A WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD, SET
 AB0247'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AB0247
 AB0247                          STATION RECOVERY (1987)
 AB0247
 AB0247'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0247'MARK NOT FOUND.
 AB0247
 AB0247                          STATION RECOVERY (1991)
 AB0247
 AB0247'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0247'MARK NOT FOUND.
 AB0247
 AB0247                          STATION RECOVERY (1992)
 AB0247
 AB0247'RECOVERY NOTE BY US POWER SQUADRON 1992 (GES)
 AB0247'MARK NOT FOUND.
 AB0247
 AB0247                          STATION RECOVERY (1993)
 AB0247
 AB0247'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0247'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0606 ***********************************************************************
 AW0606  DESIGNATION -  40+00
 AW0606  PID         -  AW0606
 AW0606  STATE/COUNTY-  TX/GALVESTON
 AW0606  USGS QUAD   -  GALVESTON (1994)
 AW0606
 AW0606                         *CURRENT SURVEY CONTROL
 AW0606  ___________________________________________________________________
 AW0606* NAD 83(1986)-  29 15 37.     (N)    094 50 12.     (W)     SCALED    
 AW0606* NAVD 88     -         4.410  (meters)      14.47   (feet)  ADJUSTED  
 AW0606  ___________________________________________________________________
 AW0606  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0606  DYNAMIC HT  -           4.404 (meters)      14.45  (feet)  COMP
 AW0606  MODELED GRAV-     979,258.2   (mgal)                       NAVD 88
 AW0606
 AW0606  VERT ORDER  -  FIRST     CLASS I
 AW0606
 AW0606.The horizontal coordinates were scaled from a topographic map and have
 AW0606.an estimated accuracy of +/- 6 seconds.
 AW0606
 AW0606.The orthometric height was determined by differential leveling
 AW0606.and adjusted by the National Geodetic Survey in June 1991..
 AW0606
 AW0606.The geoid height was determined by GEOID03.
 AW0606
 AW0606.The dynamic height is computed by dividing the NAVD 88
 AW0606.geopotential number by the normal gravity value computed on the
 AW0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0606.degrees latitude (g = 980.6199 gals.).
 AW0606
 AW0606.The modeled gravity was interpolated from observed gravity values.
 AW0606
 AW0606;                    North         East    Units  Estimated Accuracy
 AW0606;SPC TXSC     - 4,165,340.    1,004,510.      MT  (+/- 180 meters Scaled)
 AW0606
 AW0606                          SUPERSEDED SURVEY CONTROL
 AW0606
 AW0606  NGVD 29 (12/23/87)    4.407  (m)           14.46   (f) ADJUSTED    1 1
 AW0606
 AW0606.Superseded values are not recommended for survey control.
 AW0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0606.See file dsdata.txt to determine how the superseded data were derived.
 AW0606
 AW0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN215382(NAD 83)
 AW0606_MARKER: DD = SURVEY DISK
 AW0606_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0606_SP_SET: SEAWALL
 AW0606_STAMPING: 40+00
 AW0606_MARK LOGO: USE   
 AW0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0606+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0606
 AW0606  HISTORY     - Date     Condition        Report By
 AW0606  HISTORY     - UNK      MONUMENTED       USE
 AW0606  HISTORY     - 1964     GOOD             NGS
 AW0606  HISTORY     - 1978     GOOD             NGS
 AW0606  HISTORY     - 1987     GOOD             USPSQD
 AW0606  HISTORY     - 1987     GOOD             NGS
 AW0606  HISTORY     - 1988     GOOD             USPSQD
 AW0606  HISTORY     - 1988     GOOD             USPSQD
 AW0606  HISTORY     - 1988     GOOD             USPSQD
 AW0606  HISTORY     - 1988     GOOD             USPSQD
 AW0606  HISTORY     - 1988     GOOD             USPSQD
 AW0606  HISTORY     - 1989     GOOD             USPSQD
 AW0606  HISTORY     - 1989     GOOD             USPSQD
 AW0606  HISTORY     - 1989     GOOD             USPSQD
 AW0606  HISTORY     - 1989     GOOD             USPSQD
 AW0606  HISTORY     - 1989     GOOD             USPSQD
 AW0606  HISTORY     - 1989     GOOD             USPSQD
 AW0606  HISTORY     - 1989     GOOD             USPSQD
 AW0606  HISTORY     - 1989     GOOD             USPSQD
 AW0606  HISTORY     - 20020719 GOOD             USPSQD
 AW0606  HISTORY     - 20031207 GOOD             USPSQD
 AW0606  HISTORY     - 20041208 GOOD             USPSQD
 AW0606  HISTORY     - 20051209 GOOD             USPSQD
 AW0606
 AW0606                          STATION DESCRIPTION
 AW0606
 AW0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0606'3.7 MI SW FROM GALVESTON.
 AW0606'ABOUT 3.7 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM MOODY CENTER
 AW0606'AT GALVESTON, ABOUT MIDWAY BETWEEN 2 STAIRWAYS LEADING DOWN TO THE
 AW0606'BEACH, 52 FEET SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, SET IN
 AW0606'THE CENTER OF THE TOP OF A 3-FOOT WIDE CONCRETE SEA WALL, AND ABOUT 6
 AW0606'INCHES BELOW THE LEVEL OF THE BOULEVARD.
 AW0606
 AW0606                          STATION RECOVERY (1978)
 AW0606
 AW0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1987)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1987)
 AW0606
 AW0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1988)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1988)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1988)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1988)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1988)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1989)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1989)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1989)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1989)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1989)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1989)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1989)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (1989)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (2002)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (2003)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (2004)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0606'RECOVERED IN GOOD CONDITION.
 AW0606
 AW0606                          STATION RECOVERY (2005)
 AW0606
 AW0606'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0606'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0091 ***********************************************************************
 CE0091  DESIGNATION -  4000
 CE0091  PID         -  CE0091
 CE0091  STATE/COUNTY-  TX/EL PASO
 CE0091  USGS QUAD   -  FORT BLISS NE (1995)
 CE0091
 CE0091                         *CURRENT SURVEY CONTROL
 CE0091  ___________________________________________________________________
 CE0091* NAD 83(1986)-  31 59 22.     (N)    106 19 55.     (W)     SCALED    
 CE0091* NAVD 88     -      1219.942  (meters)    4002.43   (feet)  ADJUSTED  
 CE0091  ___________________________________________________________________
 CE0091  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CE0091  DYNAMIC HT  -        1218.086 (meters)    3996.34  (feet)  COMP
 CE0091  MODELED GRAV-     979,076.3   (mgal)                       NAVD 88
 CE0091
 CE0091  VERT ORDER  -  FIRST     CLASS II
 CE0091
 CE0091.The horizontal coordinates were scaled from a topographic map and have
 CE0091.an estimated accuracy of +/- 6 seconds.
 CE0091
 CE0091.The orthometric height was determined by differential leveling
 CE0091.and adjusted by the National Geodetic Survey in June 1991..
 CE0091
 CE0091.The geoid height was determined by GEOID03.
 CE0091
 CE0091.The dynamic height is computed by dividing the NAVD 88
 CE0091.geopotential number by the normal gravity value computed on the
 CE0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0091.degrees latitude (g = 980.6199 gals.).
 CE0091
 CE0091.The modeled gravity was interpolated from observed gravity values.
 CE0091
 CE0091;                    North         East    Units  Estimated Accuracy
 CE0091;SPC TX C     - 3,272,790.      133,370.      MT  (+/- 180 meters Scaled)
 CE0091
 CE0091                          SUPERSEDED SURVEY CONTROL
 CE0091
 CE0091  NGVD 29 (??/??/92) 1219.34   (m)         4000.5    (f) COMPUTED    1 2
 CE0091
 CE0091.Superseded values are not recommended for survey control.
 CE0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0091.See file dsdata.txt to determine how the superseded data were derived.
 CE0091
 CE0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR741400(NAD 83)
 CE0091_MARKER: P = PIPE CAP
 CE0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0091_SP_SET: IRON POST
 CE0091_STAMPING: 4000
 CE0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0091
 CE0091  HISTORY     - Date     Condition        Report By
 CE0091  HISTORY     - UNK      MONUMENTED       USGS
 CE0091  HISTORY     - 1932     GOOD             NGS
 CE0091  HISTORY     - 1954     MARK NOT FOUND   DOD
 CE0091  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0091
 CE0091                          STATION DESCRIPTION
 CE0091
 CE0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CE0091'1.3 MI S FROM NEWMAN, NM.
 CE0091'1.3 MILES SOUTH 7 POLES LESS 22 FT. SOUTH OF M.P. 1315 AND 51 FT. WEST
 CE0091'OF THE CENTERLINE OF THE S.P.R.R. TRACKS AND 27 FT. EAST OF THE
 CE0091'CENTERLINE OF HIGHWAY U.S. 70 AND IN THE RIGHT-OF-WAY OF THE HIGHWAY
 CE0091'AND ABOUT 12 IN. HIGH.
 CE0091
 CE0091                          STATION RECOVERY (1954)
 CE0091
 CE0091'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954
 CE0091'MARK NOT FOUND.
 CE0091
 CE0091                          STATION RECOVERY (1981)
 CE0091
 CE0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2990 ***********************************************************************
 AW2990  DESIGNATION -  4+000 850 USE
 AW2990  PID         -  AW2990
 AW2990  STATE/COUNTY-  TX/HARRIS
 AW2990  USGS QUAD   -  MORGANS POINT (1993)
 AW2990
 AW2990                         *CURRENT SURVEY CONTROL
 AW2990  ___________________________________________________________________
 AW2990* NAD 83(1986)-  29 40 24.     (N)    094 58 34.     (W)     SCALED    
 AW2990* NAVD 88     -         1.27   (+/-2cm)       4.2    (feet)  VERTCON   
 AW2990  ___________________________________________________________________
 AW2990  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2990
 AW2990  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2990
 AW2990.The horizontal coordinates were scaled from a topographic map and have
 AW2990.an estimated accuracy of +/- 6 seconds.
 AW2990
 AW2990.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2990.The vertical order pertains to the NGVD 29 superseded value.
 AW2990
 AW2990.The geoid height was determined by GEOID03.
 AW2990
 AW2990;                    North         East    Units  Estimated Accuracy
 AW2990;SPC TXSC     - 4,210,620.      989,390.      MT  (+/- 180 meters Scaled)
 AW2990
 AW2990                          SUPERSEDED SURVEY CONTROL
 AW2990
 AW2990  NGVD 29 (??/??/92)    1.269  (m)            4.16   (f) ADJ UNCH    1 2
 AW2990
 AW2990.Superseded values are not recommended for survey control.
 AW2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2990.See file dsdata.txt to determine how the superseded data were derived.
 AW2990
 AW2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN087842(NAD 83)
 AW2990_MARKER: DD = SURVEY DISK
 AW2990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2990_STAMPING: 4 + 000 850
 AW2990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2990+STABILITY: SURFACE MOTION
 AW2990
 AW2990  HISTORY     - Date     Condition        Report By
 AW2990  HISTORY     - UNK      MONUMENTED       USE
 AW2990  HISTORY     - 1958     GOOD             NGS
 AW2990  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2990
 AW2990                          STATION DESCRIPTION
 AW2990
 AW2990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2990'0.8 MI SE FROM MORGAN POINT.
 AW2990'ABOUT 0.15 MILE NORTHEAST, ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2990'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, THENCE ABOUT 0.65
 AW2990'MILE SOUTHEAST ALONG THE SOUTHWEST BANK OF ATKINSON ISLAND, 57 FEET
 AW2990'SOUTHWEST OF A 6-INCH HACKBERRY TREE, 27 FEET NORTHEAST OF THE HIGH
 AW2990'WATER LINE, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2990'NOTE-- BELIEVED TO BE COVERED BY CLAMSHELLS DUMPED IN AREA.
 AW2990
 AW2990                          STATION RECOVERY (1964)
 AW2990
 AW2990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0284 ***********************************************************************
 DM0284  DESIGNATION -  401
 DM0284  PID         -  DM0284
 DM0284  STATE/COUNTY-  TX/TITUS
 DM0284  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM0284
 DM0284                         *CURRENT SURVEY CONTROL
 DM0284  ___________________________________________________________________
 DM0284* NAD 83(1986)-  33 09 53.     (N)    094 57 46.     (W)     SCALED    
 DM0284* NAVD 88     -       122.291  (meters)     401.22   (feet)  ADJUSTED  
 DM0284  ___________________________________________________________________
 DM0284  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DM0284  DYNAMIC HT  -         122.157 (meters)     400.78  (feet)  COMP
 DM0284  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 DM0284
 DM0284  VERT ORDER  -  SECOND    CLASS 0
 DM0284
 DM0284.The horizontal coordinates were scaled from a topographic map and have
 DM0284.an estimated accuracy of +/- 6 seconds.
 DM0284
 DM0284.The orthometric height was determined by differential leveling
 DM0284.and adjusted by the National Geodetic Survey in June 1991..
 DM0284
 DM0284.The geoid height was determined by GEOID03.
 DM0284
 DM0284.The dynamic height is computed by dividing the NAVD 88
 DM0284.geopotential number by the normal gravity value computed on the
 DM0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0284.degrees latitude (g = 980.6199 gals.).
 DM0284
 DM0284.The modeled gravity was interpolated from observed gravity values.
 DM0284
 DM0284;                    North         East    Units  Estimated Accuracy
 DM0284;SPC TXNC     - 2,171,670.      929,850.      MT  (+/- 180 meters Scaled)
 DM0284
 DM0284                          SUPERSEDED SURVEY CONTROL
 DM0284
 DM0284  NGVD 29 (??/??/92)  122.298  (m)          401.24   (f) ADJ UNCH    2 0
 DM0284
 DM0284.Superseded values are not recommended for survey control.
 DM0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0284.See file dsdata.txt to determine how the superseded data were derived.
 DM0284
 DM0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS169712(NAD 83)
 DM0284_MARKER: DB = BENCH MARK DISK
 DM0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0284_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0284_STAMPING: 401 ADJ. 1903
 DM0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0284
 DM0284  HISTORY     - Date     Condition        Report By
 DM0284  HISTORY     - 1903     MONUMENTED       USGS
 DM0284  HISTORY     - 1933     GOOD             NGS
 DM0284  HISTORY     - 1965     MARK NOT FOUND   USGS
 DM0284
 DM0284                          STATION DESCRIPTION
 DM0284
 DM0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0284'0.5 MI NE FROM MT PLEASANT.
 DM0284'0.5 MILE NORTHEAST OF, ALONG ST.L. - S.W. RY.  90 FEET SOUTHEAST OF
 DM0284'ROAD CROSSING, 80 FEET EAST OF TOOL HOUSE.  TABLET ON TOP OF IRON
 DM0284'POST.
 DM0284
 DM0284                          STATION RECOVERY (1965)
 DM0284
 DM0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DM0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0192 ***********************************************************************
 EN0192  DESIGNATION -  401+25
 EN0192  PID         -  EN0192
 EN0192  STATE/COUNTY-  TX/HALL
 EN0192  USGS QUAD   -  PARNELL (1985)
 EN0192
 EN0192                         *CURRENT SURVEY CONTROL
 EN0192  ___________________________________________________________________
 EN0192* NAD 83(1986)-  34 32 11.     (N)    100 33 42.     (W)     SCALED    
 EN0192* NAVD 88     -       582.608  (meters)    1911.44   (feet)  ADJUSTED  
 EN0192  ___________________________________________________________________
 EN0192  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 EN0192  DYNAMIC HT  -         581.944 (meters)    1909.26  (feet)  COMP
 EN0192  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 EN0192
 EN0192  VERT ORDER  -  FIRST     CLASS II
 EN0192
 EN0192.The horizontal coordinates were scaled from a topographic map and have
 EN0192.an estimated accuracy of +/- 6 seconds.
 EN0192
 EN0192.The orthometric height was determined by differential leveling
 EN0192.and adjusted by the National Geodetic Survey in June 1991..
 EN0192
 EN0192.The geoid height was determined by GEOID03.
 EN0192
 EN0192.The dynamic height is computed by dividing the NAVD 88
 EN0192.geopotential number by the normal gravity value computed on the
 EN0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0192.degrees latitude (g = 980.6199 gals.).
 EN0192
 EN0192.The modeled gravity was interpolated from observed gravity values.
 EN0192
 EN0192;                    North         East    Units  Estimated Accuracy
 EN0192;SPC TX N     - 1,059,920.      286,140.      MT  (+/- 180 meters Scaled)
 EN0192
 EN0192                          SUPERSEDED SURVEY CONTROL
 EN0192
 EN0192  NGVD 29 (??/??/92)  582.332  (m)         1910.53   (f) ADJ UNCH    1 2
 EN0192
 EN0192.Superseded values are not recommended for survey control.
 EN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0192.See file dsdata.txt to determine how the superseded data were derived.
 EN0192
 EN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD566227(NAD 83)
 EN0192_MARKER: Z = SEE DESCRIPTION
 EN0192_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0192_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0192
 EN0192  HISTORY     - Date     Condition        Report By
 EN0192  HISTORY     - UNK      MONUMENTED       BNRR
 EN0192  HISTORY     - 1933     GOOD             NGS
 EN0192  HISTORY     - 1934     GOOD             NGS
 EN0192
 EN0192                          STATION DESCRIPTION
 EN0192
 EN0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0192'7.9 MI SW FROM ESTELLINE.
 EN0192'7.9 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0192'THE STATION AT ESTELLINE, HALL COUNTY, ABOUT 2.5 MILES NORTHEAST OF
 EN0192'THE SIGNBOARD AT PARNELL AT STATION 401+25 (MILEAGE 244.65), ABOUT 15
 EN0192'YARDS NORTH OF THE TRACK, AND 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 EN0192'THE TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 1 INCH ABOVE
 EN0192'GROUND.
 EN0192
 EN0192                          STATION RECOVERY (1934)
 EN0192
 EN0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0313 ***********************************************************************
 BP0313  DESIGNATION -  4014
 BP0313  PID         -  BP0313
 BP0313  STATE/COUNTY-  TX/BREWSTER
 BP0313  USGS QUAD   -  MARATHON (1983)
 BP0313
 BP0313                         *CURRENT SURVEY CONTROL
 BP0313  ___________________________________________________________________
 BP0313* NAD 83(1986)-  30 08 48.     (N)    103 14 03.     (W)     SCALED    
 BP0313* NAVD 88     -      1224.128  (meters)    4016.16   (feet)  ADJUSTED  
 BP0313  ___________________________________________________________________
 BP0313  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BP0313  DYNAMIC HT  -        1222.131 (meters)    4009.61  (feet)  COMP
 BP0313  MODELED GRAV-     978,968.1   (mgal)                       NAVD 88
 BP0313
 BP0313  VERT ORDER  -  SECOND    CLASS 0
 BP0313
 BP0313.The horizontal coordinates were scaled from a topographic map and have
 BP0313.an estimated accuracy of +/- 6 seconds.
 BP0313
 BP0313.The orthometric height was determined by differential leveling
 BP0313.and adjusted by the National Geodetic Survey in June 1991..
 BP0313
 BP0313.The geoid height was determined by GEOID03.
 BP0313
 BP0313.The dynamic height is computed by dividing the NAVD 88
 BP0313.geopotential number by the normal gravity value computed on the
 BP0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0313.degrees latitude (g = 980.6199 gals.).
 BP0313
 BP0313.The modeled gravity was interpolated from observed gravity values.
 BP0313
 BP0313;                    North         East    Units  Estimated Accuracy
 BP0313;SPC TXSC     - 4,263,770.      192,170.      MT  (+/- 180 meters Scaled)
 BP0313
 BP0313                          SUPERSEDED SURVEY CONTROL
 BP0313
 BP0313  NGVD 29 (??/??/92) 1223.715  (m)         4014.80   (f) ADJ UNCH    2 0
 BP0313
 BP0313.Superseded values are not recommended for survey control.
 BP0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0313.See file dsdata.txt to determine how the superseded data were derived.
 BP0313
 BP0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP700363(NAD 83)
 BP0313_MARKER: P = PIPE CAP
 BP0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0313_STAMPING: 4014 1917
 BP0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0313
 BP0313  HISTORY     - Date     Condition        Report By
 BP0313  HISTORY     - 1917     MONUMENTED       USGS
 BP0313  HISTORY     - 1966     GOOD             NGS
 BP0313  HISTORY     - 1981     GOOD             NGS
 BP0313  HISTORY     - 20010331 GOOD             NGS
 BP0313
 BP0313                          STATION DESCRIPTION
 BP0313
 BP0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0313'4.35 MI S FROM MARATHON.
 BP0313'ABOUT 0.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0313'THE STATION AT MARATHON, THENCE 3.9 MILES SOUTH ALONG U. S. HIGHWAY
 BP0313'385, 110 1/2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.6 MILES
 BP0313'NORTH OF A WINDMILL ON THE WEST SIDE OF THE HIGHWAY, ON THE OUTSIDE
 BP0313'AND NEAR THE NORTH END OF A CURVE IN THE HIGHWAY, 31 1/2 FEET EAST OF
 BP0313'THE EAST HIGHWAY RIGHT OF WAY FENCE, 1 FOOT NORTH OF A WHITE WOODEN
 BP0313'WITNESS POST, AND IN THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1
 BP0313'FOOT.
 BP0313
 BP0313                          STATION RECOVERY (1981)
 BP0313
 BP0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0313'RECOVERED IN GOOD CONDITION.
 BP0313
 BP0313                          STATION RECOVERY (2001)
 BP0313
 BP0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0313'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0303 ***********************************************************************
 DM0303  DESIGNATION -  402
 DM0303  PID         -  DM0303
 DM0303  STATE/COUNTY-  TX/MORRIS
 DM0303  USGS QUAD   -  NAPLES (1980)
 DM0303
 DM0303                         *CURRENT SURVEY CONTROL
 DM0303  ___________________________________________________________________
 DM0303* NAD 83(1986)-  33 12 01.     (N)    094 40 57.     (W)     SCALED    
 DM0303* NAVD 88     -       122.643  (meters)     402.37   (feet)  ADJUSTED  
 DM0303  ___________________________________________________________________
 DM0303  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DM0303  DYNAMIC HT  -         122.509 (meters)     401.93  (feet)  COMP
 DM0303  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 DM0303
 DM0303  VERT ORDER  -  SECOND    CLASS 0
 DM0303
 DM0303.The horizontal coordinates were scaled from a topographic map and have
 DM0303.an estimated accuracy of +/- 6 seconds.
 DM0303
 DM0303.The orthometric height was determined by differential leveling
 DM0303.and adjusted by the National Geodetic Survey in June 1991..
 DM0303
 DM0303.The geoid height was determined by GEOID03.
 DM0303
 DM0303.The dynamic height is computed by dividing the NAVD 88
 DM0303.geopotential number by the normal gravity value computed on the
 DM0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0303.degrees latitude (g = 980.6199 gals.).
 DM0303
 DM0303.The modeled gravity was interpolated from observed gravity values.
 DM0303
 DM0303;                    North         East    Units  Estimated Accuracy
 DM0303;SPC TXNC     - 2,176,530.      955,830.      MT  (+/- 180 meters Scaled)
 DM0303
 DM0303                          SUPERSEDED SURVEY CONTROL
 DM0303
 DM0303  NGVD 29 (??/??/92)  122.648  (m)          402.39   (f) ADJ UNCH    2 0
 DM0303
 DM0303.Superseded values are not recommended for survey control.
 DM0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0303.See file dsdata.txt to determine how the superseded data were derived.
 DM0303
 DM0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS431747(NAD 83)
 DM0303_MARKER: P = PIPE CAP
 DM0303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0303_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0303_STAMPING: 1908 402.388 AJ 1903 STA NO 6
 DM0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0303
 DM0303  HISTORY     - Date     Condition        Report By
 DM0303  HISTORY     - 1908     MONUMENTED       USGS
 DM0303  HISTORY     - 1958     GOOD             NGS
 DM0303  HISTORY     - 1965     GOOD             LOCENG
 DM0303
 DM0303                          STATION DESCRIPTION
 DM0303
 DM0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DM0303'IN MAPLES.
 DM0303'THIS MARK WAS REPORTED NOT FOUND IN 1935.  THE MARK WAS RECOVERED IN
 DM0303'GOOD CONDITION AS DESCRIBED.  IT IS IN THE SOUTHWEST PART OF NAPLES,
 DM0303'IN THE AREA BETWEEN THE HIGHWAY AND THE RAIL ROAD TRACKS, 45 FEET
 DM0303'NORTHWEST FROM THE CENTERLINE OF THE TRACKS, 42 FEET SOUTHEAST OF THE
 DM0303'CENTERLINE OF U.S. HIGHWAY NO.67 AND 42 FEET WEST OF THE CENTERLINE OF
 DM0303'A ROAD CROSSING THE TRACKS.  THIS IS THE SECOND ROAD CROSSING WEST OF
 DM0303'THE DEPOT.  IT IS 0.3 MILE WEST OF THE DEPOT.  A STANDARD USGS BRONZE
 DM0303'CAP RIVETED ON THE TOP OF A 3 1/2 INCH PIPE WHICH PROJECTS ABOUT 18
 DM0303'INCHES.  WITH STAMPING AS ABOVE.
 DM0303
 DM0303                          STATION RECOVERY (1965)
 DM0303
 DM0303'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 DM0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0520 ***********************************************************************
 CE0520  DESIGNATION -  4037
 CE0520  PID         -  CE0520
 CE0520  STATE/COUNTY-  TX/EL PASO
 CE0520  USGS QUAD   -  FORT BLISS NE (1995)
 CE0520
 CE0520                         *CURRENT SURVEY CONTROL
 CE0520  ___________________________________________________________________
 CE0520* NAD 83(1993)-  31 55 02.89442(N)    106 15 17.83791(W)     ADJUSTED  
 CE0520* NAVD 88     -      1231.09   (+/-2cm)    4039.0    (feet)  VERTCON   
 CE0520  ___________________________________________________________________
 CE0520  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 CE0520  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CE0520
 CE0520  HORZ ORDER  -  SECOND
 CE0520  VERT ORDER  -  THIRD ? (See Below)
 CE0520
 CE0520.The horizontal coordinates were established by classical geodetic methods
 CE0520.and adjusted by the National Geodetic Survey in February 1996..
 CE0520
 CE0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0520.The vertical order pertains to the NGVD 29 superseded value.
 CE0520
 CE0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0520
 CE0520.The geoid height was determined by GEOID03.
 CE0520
 CE0520;                    North         East     Units Scale Factor Converg.
 CE0520;SPC TX C     - 3,264,428.709   140,205.973   MT  1.00000935   -3 02 59.9
 CE0520;SPC TX C     -10,710,046.52    459,992.43   sFT  1.00000935   -3 02 59.9
 CE0520;UTM  13      - 3,531,975.042   381,352.526   MT  0.99977361   -0 39 48.8
 CE0520
 CE0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0520!SPC TX C     -   0.99981048  x   1.00000935  =   0.99981983
 CE0520!UTM  13      -   0.99981048  x   0.99977361  =   0.99958413
 CE0520
 CE0520                          SUPERSEDED SURVEY CONTROL
 CE0520
 CE0520  NAD 83(1993)-  31 55 02.89631(N)    106 15 17.83820(W) AD(       ) 2
 CE0520  NAD 83(1986)-  31 55 02.89801(N)    106 15 17.83636(W) AD(       ) 2
 CE0520  NAD 27      -  31 55 02.51600(N)    106 15 15.90400(W) AD(       ) 2
 CE0520  NGVD 29 (07/19/86) 1230.47   (m)         4037.0    (f) LEVELING    3  
 CE0520
 CE0520.Superseded values are not recommended for survey control.
 CE0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0520.See file dsdata.txt to determine how the superseded data were derived.
 CE0520
 CE0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8135331975(NAD 83)
 CE0520_MARKER: DD = SURVEY DISK
 CE0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0520
 CE0520  HISTORY     - Date     Condition        Report By
 CE0520  HISTORY     - 1943     MONUMENTED       USGS
 CE0520
 CE0520                          STATION DESCRIPTION
 CE0520
 CE0520'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 CE0520'LOCATED ABOUT 1.5 MILES N, 3.25 MILES W OF NATIONS EAST WELL,
 CE0520'ABOUT 1.75 MILES S, 4.0 MILES E OF WHAT USED TO BE KNOWN AS
 CE0520'MC ELROYS COW CAMP, AND ABOUT 10.0 MILES N, 12.25 MILES E,
 CE0520'OF THE CENTER OF EL PASO.
 CE0520'
 CE0520'IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF
 CE0520'A SQUARE 6-INCH CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 CE0520'GROUND.  STAMPED 4037.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0209 ***********************************************************************
 CD0209  DESIGNATION -  4039
 CD0209  PID         -  CD0209
 CD0209  STATE/COUNTY-  TX/CULBERSON
 CD0209  USGS QUAD   -  VAN HORN (1979)
 CD0209
 CD0209                         *CURRENT SURVEY CONTROL
 CD0209  ___________________________________________________________________
 CD0209* NAD 83(1986)-  31 02 25.     (N)    104 50 00.     (W)     SCALED    
 CD0209* NAVD 88     -      1234.049  (meters)    4048.71   (feet)  ADJUSTED  
 CD0209  ___________________________________________________________________
 CD0209  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0209  DYNAMIC HT  -        1232.104 (meters)    4042.33  (feet)  COMP
 CD0209  MODELED GRAV-     979,021.8   (mgal)                       NAVD 88
 CD0209
 CD0209  VERT ORDER  -  FIRST     CLASS II
 CD0209
 CD0209.The horizontal coordinates were scaled from a topographic map and have
 CD0209.an estimated accuracy of +/- 6 seconds.
 CD0209
 CD0209.The orthometric height was determined by differential leveling
 CD0209.and adjusted by the National Geodetic Survey in June 1991..
 CD0209
 CD0209.The geoid height was determined by GEOID03.
 CD0209
 CD0209.The dynamic height is computed by dividing the NAVD 88
 CD0209.geopotential number by the normal gravity value computed on the
 CD0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0209.degrees latitude (g = 980.6199 gals.).
 CD0209
 CD0209.The modeled gravity was interpolated from observed gravity values.
 CD0209
 CD0209;                    North         East    Units  Estimated Accuracy
 CD0209;SPC TX C     - 3,160,960.      270,580.      MT  (+/- 180 meters Scaled)
 CD0209
 CD0209                          SUPERSEDED SURVEY CONTROL
 CD0209
 CD0209  NGVD 29 (??/??/92) 1233.56   (m)         4047.1    (f) COMPUTED    1 2
 CD0209
 CD0209.Superseded values are not recommended for survey control.
 CD0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0209.See file dsdata.txt to determine how the superseded data were derived.
 CD0209
 CD0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ159340(NAD 83)
 CD0209_MARKER: DD = SURVEY DISK
 CD0209_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0209_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0209_STAMPING: 4047.239 VAN HN 1093
 CD0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0209
 CD0209  HISTORY     - Date     Condition        Report By
 CD0209  HISTORY     - 1903     MONUMENTED       USGS
 CD0209  HISTORY     - 1956     MARK NOT FOUND   NGS
 CD0209
 CD0209                          STATION DESCRIPTION
 CD0209
 CD0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0209'IN VAN HORN.
 CD0209'AT VAN HORN, CULBERSON COUNTY, ON THE TEXAS AND PACIFIC RAILWAY, 240
 CD0209'FEET WEST OF THE STATION, 100 FEET SOUTH OF THE CENTER LINE OF THE
 CD0209'MAIN TRACK, AND 4 FEET SOUTH OF A POLE.  A UNITED STATES GEOLOGICAL
 CD0209'SURVEY STANDARD CAP, STAMPED 4047.239 VAN BM 1903 AND RIVETED ON THE
 CD0209'TOP OF A 3 1/2 INCH IRON PIPE FLUSH WITH THE GROUND.  NOTE-- IT IS
 CD0209'PROBABLY UNDER A LOADING PLATFORM.  THE POLE HAS BEEN MOVED AND THE
 CD0209'TRACK HAS BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0292 ***********************************************************************
 DM0292  DESIGNATION -  404
 DM0292  PID         -  DM0292
 DM0292  STATE/COUNTY-  TX/MORRIS
 DM0292  USGS QUAD   -  COOKVILLE (1980)
 DM0292
 DM0292                         *CURRENT SURVEY CONTROL
 DM0292  ___________________________________________________________________
 DM0292* NAD 83(1986)-  33 11 00.     (N)    094 48 25.     (W)     SCALED    
 DM0292* NAVD 88     -       123.137  (meters)     403.99   (feet)  ADJUSTED  
 DM0292  ___________________________________________________________________
 DM0292  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0292  DYNAMIC HT  -         123.003 (meters)     403.55  (feet)  COMP
 DM0292  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 DM0292
 DM0292  VERT ORDER  -  SECOND    CLASS 0
 DM0292
 DM0292.The horizontal coordinates were scaled from a topographic map and have
 DM0292.an estimated accuracy of +/- 6 seconds.
 DM0292
 DM0292.The orthometric height was determined by differential leveling
 DM0292.and adjusted by the National Geodetic Survey in June 1991..
 DM0292
 DM0292.The geoid height was determined by GEOID03.
 DM0292
 DM0292.The dynamic height is computed by dividing the NAVD 88
 DM0292.geopotential number by the normal gravity value computed on the
 DM0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0292.degrees latitude (g = 980.6199 gals.).
 DM0292
 DM0292.The modeled gravity was interpolated from observed gravity values.
 DM0292
 DM0292;                    North         East    Units  Estimated Accuracy
 DM0292;SPC TXNC     - 2,174,240.      944,300.      MT  (+/- 180 meters Scaled)
 DM0292
 DM0292                          SUPERSEDED SURVEY CONTROL
 DM0292
 DM0292  NGVD 29 (??/??/92)  123.14   (m)          404.0    (f) COMPUTED    2 0
 DM0292
 DM0292.Superseded values are not recommended for survey control.
 DM0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0292.See file dsdata.txt to determine how the superseded data were derived.
 DM0292
 DM0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS315730(NAD 83)
 DM0292_MARKER: DD = SURVEY DISK
 DM0292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0292_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0292_STAMPING: 404 1903
 DM0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0292
 DM0292  HISTORY     - Date     Condition        Report By
 DM0292  HISTORY     - 1903     MONUMENTED       USGS
 DM0292  HISTORY     - 1933     GOOD             NGS
 DM0292  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0292
 DM0292                          STATION DESCRIPTION
 DM0292
 DM0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0292'3.8 MI W FROM OMAHA.
 DM0292'3.8 MILES WEST OF, ALONG ST.L.S.W.RY.  IRON POST, 2.6 MILES EAST OF
 DM0292'COOKVILLE, MILEPOST 469 PLUS 22 1/2 POLE INTERVALS, 50 FEET SOUTH OF
 DM0292'ROAD CROSSING, 300 FEET EAST OF RAILROAD TRESTLE NO. 137, 8 FEET
 DM0292'NORTHEAST OF SOUTHEAST RIGHT OF WAY FENCE CORNER, 7 FEET SOUTHEAST OF
 DM0292'TELEPHONE POLE, 45 FEET SOUTH OF RAILROAD CENTER-LINE.  TABLET ON TOP
 DM0292'OF IRON POST, 4 INCHES ABOVE GROUND.
 DM0292
 DM0292                          STATION RECOVERY (1964)
 DM0292
 DM0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1869 ***********************************************************************
 CS1869  DESIGNATION -  4042
 CS1869  PID         -  CS1869
 CS1869  STATE/COUNTY-  TX/TARRANT
 CS1869  USGS QUAD   -  KELLER (1981)
 CS1869
 CS1869                         *CURRENT SURVEY CONTROL
 CS1869  ___________________________________________________________________
 CS1869* NAD 83(1986)-  32 58 25.     (N)    097 20 35.     (W)     SCALED    
 CS1869* NAVD 88     -       210.988  (meters)     692.22   (feet)  ADJUSTED  
 CS1869  ___________________________________________________________________
 CS1869  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS1869  DYNAMIC HT  -         210.740 (meters)     691.40  (feet)  COMP
 CS1869  MODELED GRAV-     979,459.4   (mgal)                       NAVD 88
 CS1869
 CS1869  VERT ORDER  -  SECOND    CLASS 0
 CS1869
 CS1869.The horizontal coordinates were scaled from a topographic map and have
 CS1869.an estimated accuracy of +/- 6 seconds.
 CS1869
 CS1869.The orthometric height was determined by differential leveling
 CS1869.and adjusted by the National Geodetic Survey in June 1991..
 CS1869
 CS1869.The geoid height was determined by GEOID03.
 CS1869
 CS1869.The dynamic height is computed by dividing the NAVD 88
 CS1869.geopotential number by the normal gravity value computed on the
 CS1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1869.degrees latitude (g = 980.6199 gals.).
 CS1869
 CS1869.The modeled gravity was interpolated from observed gravity values.
 CS1869
 CS1869;                    North         East    Units  Estimated Accuracy
 CS1869;SPC TXNC     - 2,145,520.      708,140.      MT  (+/- 180 meters Scaled)
 CS1869
 CS1869                          SUPERSEDED SURVEY CONTROL
 CS1869
 CS1869  NGVD 29 (??/??/92)  210.982  (m)          692.20   (f) ADJ UNCH    2 0
 CS1869
 CS1869.Superseded values are not recommended for survey control.
 CS1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1869.See file dsdata.txt to determine how the superseded data were derived.
 CS1869
 CS1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB548495(NAD 83)
 CS1869_MARKER: DD = SURVEY DISK
 CS1869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1869_SP_SET: BRIDGE CURB
 CS1869_STAMPING: 4042
 CS1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1869
 CS1869  HISTORY     - Date     Condition        Report By
 CS1869  HISTORY     - UNK      MONUMENTED       WPA
 CS1869  HISTORY     - 1946     GOOD             NGS
 CS1869  HISTORY     - 1990     GOOD             USPSQD
 CS1869  HISTORY     - 20020808 MARK NOT FOUND   GEOCAC
 CS1869
 CS1869                          STATION DESCRIPTION
 CS1869
 CS1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS1869'0.3 MI E FROM HASLET.
 CS1869'TO REACH FROM THE SANTA FE RAILROAD STATION AT HASLET GO EAST 0.3 MILE
 CS1869'ALONG AN ASPHALT ROAD TO SITE OF MARK, BENCH MARK IS ON TOP OF THE
 CS1869'EAST END OF THE NORTH CONCRETE CURB OF BRIDGE OVER CREEK.  A BRONZE
 CS1869'DISK STAMPED 4042 SET IN A DRILL HOLE IN CONCRETE.
 CS1869
 CS1869                          STATION RECOVERY (1990)
 CS1869
 CS1869'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 CS1869'RECOVERED IN GOOD CONDITION.
 CS1869
 CS1869                          STATION RECOVERY (2002)
 CS1869
 CS1869'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1869'BRIDGE WAS RECENTLY REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3521 ***********************************************************************
 AW3521  DESIGNATION -  404+76.20 1005 PC USE
 AW3521  PID         -  AW3521
 AW3521  STATE/COUNTY-  TX/HARRIS
 AW3521  USGS QUAD   -  HIGHLANDS (1995)
 AW3521
 AW3521                         *CURRENT SURVEY CONTROL
 AW3521  ___________________________________________________________________
 AW3521* NAD 83(1986)-  29 45 01.     (N)    095 04 00.     (W)     SCALED    
 AW3521* NAVD 88     -         1.69   (+/-2cm)       5.5    (feet)  VERTCON   
 AW3521  ___________________________________________________________________
 AW3521  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3521
 AW3521  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3521
 AW3521.The horizontal coordinates were scaled from a topographic map and have
 AW3521.an estimated accuracy of +/- 6 seconds.
 AW3521
 AW3521.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3521.The vertical order pertains to the NGVD 29 superseded value.
 AW3521
 AW3521.The geoid height was determined by GEOID03.
 AW3521
 AW3521;                    North         East    Units  Estimated Accuracy
 AW3521;SPC TXSC     - 4,218,850.      980,350.      MT  (+/- 180 meters Scaled)
 AW3521
 AW3521                          SUPERSEDED SURVEY CONTROL
 AW3521
 AW3521  NGVD 29 (??/??/92)    1.691  (m)            5.55   (f) ADJ UNCH    1 2
 AW3521
 AW3521.Superseded values are not recommended for survey control.
 AW3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3521.See file dsdata.txt to determine how the superseded data were derived.
 AW3521
 AW3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN001929(NAD 83)
 AW3521_MARKER: DD = SURVEY DISK
 AW3521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3521_STAMPING: 404 + 76.20 1005 P C
 AW3521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3521+STABILITY: SURFACE MOTION
 AW3521
 AW3521  HISTORY     - Date     Condition        Report By
 AW3521  HISTORY     - UNK      MONUMENTED       USE
 AW3521  HISTORY     - 1953     GOOD             NGS
 AW3521  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3521
 AW3521                          STATION DESCRIPTION
 AW3521
 AW3521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW3521'1.0 MI SE FROM LYNCHBURG.
 AW3521'1.0 MILE SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE FERRY
 AW3521'LANDING AT LYNCHBURG, 43 FEET SOUTHWEST OF THE SOUTHWEST BANK OF THE
 AW3521'SHIP CHANNEL, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 AW3521'THE GROUND.
 AW3521
 AW3521                          STATION RECOVERY (1964)
 AW3521
 AW3521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0544 ***********************************************************************
 DN0544  DESIGNATION -  405 A
 DN0544  PID         -  DN0544
 DN0544  STATE/COUNTY-  TX/COOKE
 DN0544  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN0544
 DN0544                         *CURRENT SURVEY CONTROL
 DN0544  ___________________________________________________________________
 DN0544* NAD 83(1986)-  33 32 56.     (N)    097 08 58.     (W)     SCALED    
 DN0544* NAVD 88     -       218.50   (+/-2cm)     716.9    (feet)  VERTCON   
 DN0544  ___________________________________________________________________
 DN0544  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DN0544
 DN0544  VERT ORDER  -  ? (See Below)
 DN0544
 DN0544.The horizontal coordinates were scaled from a topographic map and have
 DN0544.an estimated accuracy of +/- 6 seconds.
 DN0544
 DN0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0544.The vertical order pertains to the NGVD 29 superseded value.
 DN0544
 DN0544.The geoid height was determined by GEOID03.
 DN0544
 DN0544;                    North         East    Units  Estimated Accuracy
 DN0544;SPC TXNC     - 2,209,530.      725,410.      MT  (+/- 180 meters Scaled)
 DN0544
 DN0544                          SUPERSEDED SURVEY CONTROL
 DN0544
 DN0544  NGVD 29 (??/??/92)  218.468  (m)          716.76   (f) ADJ UNCH    ?  
 DN0544
 DN0544.Superseded values are not recommended for survey control.
 DN0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0544.See file dsdata.txt to determine how the superseded data were derived.
 DN0544
 DN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC718136(NAD 83)
 DN0544_MARKER: Z = SEE DESCRIPTION
 DN0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0544_SP_SET: ABUTMENT
 DN0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0544
 DN0544  HISTORY     - Date     Condition        Report By
 DN0544  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0544  HISTORY     - 1934     GOOD             NGS
 DN0544  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 DN0544
 DN0544                          STATION DESCRIPTION
 DN0544
 DN0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0544'4.8 MI N FROM VALLEY VIEW.
 DN0544'4.8 MILES NORTH OF VALLEY VIEW IN THE NORTH EAST CORNER OF THE SOUTH
 DN0544'ABUTMENT OF THE GULF, COLORADO, AND SANTA FE RAILWAY BRIDGE 405-A.
 DN0544
 DN0544                          STATION RECOVERY (1995)
 DN0544
 DN0544'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0776 ***********************************************************************
 AJ0776  DESIGNATION -  406
 AJ0776  PID         -  AJ0776
 AJ0776  STATE/COUNTY-  TX/WEBB
 AJ0776  USGS QUAD   -  LAREDO EAST (1980)
 AJ0776
 AJ0776                         *CURRENT SURVEY CONTROL
 AJ0776  ___________________________________________________________________
 AJ0776* NAD 83(1986)-  27 30 35.     (N)    099 27 29.     (W)     SCALED    
 AJ0776* NAVD 88     -       123.859  (meters)     406.36   (feet)  ADJUSTED  
 AJ0776  ___________________________________________________________________
 AJ0776  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AJ0776  DYNAMIC HT  -         123.664 (meters)     405.72  (feet)  COMP
 AJ0776  MODELED GRAV-     979,064.4   (mgal)                       NAVD 88
 AJ0776
 AJ0776  VERT ORDER  -  FIRST     CLASS II
 AJ0776
 AJ0776.The horizontal coordinates were scaled from a topographic map and have
 AJ0776.an estimated accuracy of +/- 6 seconds.
 AJ0776
 AJ0776.The orthometric height was determined by differential leveling
 AJ0776.and adjusted by the National Geodetic Survey in June 1991..
 AJ0776
 AJ0776.The geoid height was determined by GEOID03.
 AJ0776
 AJ0776.The dynamic height is computed by dividing the NAVD 88
 AJ0776.geopotential number by the normal gravity value computed on the
 AJ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0776.degrees latitude (g = 980.6199 gals.).
 AJ0776
 AJ0776.The modeled gravity was interpolated from observed gravity values.
 AJ0776
 AJ0776;                    North         East    Units  Estimated Accuracy
 AJ0776;SPC TX S     - 5,204,560.      205,350.      MT  (+/- 180 meters Scaled)
 AJ0776
 AJ0776                          SUPERSEDED SURVEY CONTROL
 AJ0776
 AJ0776  NGVD 29 (??/??/92)  123.884  (m)          406.44   (f) ADJ UNCH    1 2
 AJ0776
 AJ0776.Superseded values are not recommended for survey control.
 AJ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0776.See file dsdata.txt to determine how the superseded data were derived.
 AJ0776
 AJ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR547429(NAD 83)
 AJ0776_MARKER: P = PIPE CAP
 AJ0776_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ0776_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AJ0776_STAMPING: 406.44 1919
 AJ0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0776
 AJ0776  HISTORY     - Date     Condition        Report By
 AJ0776  HISTORY     - 1919     MONUMENTED       USGS
 AJ0776  HISTORY     - 1933     GOOD             NGS
 AJ0776
 AJ0776                          STATION DESCRIPTION
 AJ0776
 AJ0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0776'3.6 MI E FROM LAREDO.
 AJ0776'ON THE TEXAS-MEXICAN RR. 500 FT. W OF MILE POST 5.  50 FT. N OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0488 ***********************************************************************
 CT0488  DESIGNATION -  406 A GCSFRR
 CT0488  PID         -  CT0488
 CT0488  STATE/COUNTY-  TX/TAYLOR
 CT0488  USGS QUAD   -  GOLDSBORO (1967)
 CT0488
 CT0488                         *CURRENT SURVEY CONTROL
 CT0488  ___________________________________________________________________
 CT0488* NAD 83(1986)-  32 05 48.     (N)    099 43 18.     (W)     SCALED    
 CT0488* NAVD 88     -       577.814  (meters)    1895.71   (feet)  POSTED    
 CT0488  ___________________________________________________________________
 CT0488  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CT0488  DYNAMIC HT  -         577.060 (meters)    1893.24  (feet)  COMP
 CT0488  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 CT0488
 CT0488  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0488
 CT0488.The horizontal coordinates were scaled from a topographic map and have
 CT0488.an estimated accuracy of +/- 6 seconds.
 CT0488
 CT0488.The orthometric height was determined by differential leveling
 CT0488.and adjusted by the National Geodetic Survey in 1992..
 CT0488.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0488.rate of 0.0 thru 1.0 mm/km.
 CT0488
 CT0488.The geoid height was determined by GEOID03.
 CT0488
 CT0488.The dynamic height is computed by dividing the NAVD 88
 CT0488.geopotential number by the normal gravity value computed on the
 CT0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0488.degrees latitude (g = 980.6199 gals.).
 CT0488
 CT0488.The modeled gravity was interpolated from observed gravity values.
 CT0488
 CT0488;                    North         East    Units  Estimated Accuracy
 CT0488;SPC TXNC     - 2,048,360.      484,680.      MT  (+/- 180 meters Scaled)
 CT0488
 CT0488                          SUPERSEDED SURVEY CONTROL
 CT0488
 CT0488  NGVD 29 (??/??/92)  577.679  (m)         1895.27   (f) ADJ UNCH    1 2
 CT0488
 CT0488.Superseded values are not recommended for survey control.
 CT0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0488.See file dsdata.txt to determine how the superseded data were derived.
 CT0488
 CT0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA319513(NAD 83)
 CT0488_MARKER: DB = BENCH MARK DISK
 CT0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0488_SP_SET: CULVERT
 CT0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0488
 CT0488  HISTORY     - Date     Condition        Report By
 CT0488  HISTORY     - UNK      MONUMENTED       CGS
 CT0488  HISTORY     - 1958     GOOD             NGS
 CT0488
 CT0488                          STATION DESCRIPTION
 CT0488
 CT0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0488'3.0 MI SE FROM LAWN.
 CT0488'3.0 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CT0488'LAWN, TAYLOR COUNTY, 11-1/2 POLES WEST OF MILEPOST 406, AND IN THE
 CT0488'NORTH END OF CONCRETE CULVERT 406 A.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0487 ***********************************************************************
 CT0487  DESIGNATION -  407 A GCSFRR
 CT0487  PID         -  CT0487
 CT0487  STATE/COUNTY-  TX/TAYLOR
 CT0487  USGS QUAD   -  GOLDSBORO (1967)
 CT0487
 CT0487                         *CURRENT SURVEY CONTROL
 CT0487  ___________________________________________________________________
 CT0487* NAD 83(1986)-  32 06 31.     (N)    099 43 58.     (W)     SCALED    
 CT0487* NAVD 88     -       586.402  (meters)    1923.89   (feet)  ADJUSTED  
 CT0487  ___________________________________________________________________
 CT0487  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CT0487  DYNAMIC HT  -         585.634 (meters)    1921.37  (feet)  COMP
 CT0487  MODELED GRAV-     979,311.2   (mgal)                       NAVD 88
 CT0487
 CT0487  VERT ORDER  -  FIRST     CLASS II
 CT0487
 CT0487.The horizontal coordinates were scaled from a topographic map and have
 CT0487.an estimated accuracy of +/- 6 seconds.
 CT0487
 CT0487.The orthometric height was determined by differential leveling
 CT0487.and adjusted by the National Geodetic Survey in June 1991..
 CT0487
 CT0487.The geoid height was determined by GEOID03.
 CT0487
 CT0487.The dynamic height is computed by dividing the NAVD 88
 CT0487.geopotential number by the normal gravity value computed on the
 CT0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0487.degrees latitude (g = 980.6199 gals.).
 CT0487
 CT0487.The modeled gravity was interpolated from observed gravity values.
 CT0487
 CT0487;                    North         East    Units  Estimated Accuracy
 CT0487;SPC TXNC     - 2,049,690.      483,650.      MT  (+/- 180 meters Scaled)
 CT0487
 CT0487                          SUPERSEDED SURVEY CONTROL
 CT0487
 CT0487  NGVD 29 (??/??/92)  586.279  (m)         1923.48   (f) ADJ UNCH    1 2
 CT0487
 CT0487.Superseded values are not recommended for survey control.
 CT0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0487.See file dsdata.txt to determine how the superseded data were derived.
 CT0487
 CT0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA308527(NAD 83)
 CT0487_MARKER: B = BOLT
 CT0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0487_SP_SET: CULVERT
 CT0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0487
 CT0487  HISTORY     - Date     Condition        Report By
 CT0487  HISTORY     - UNK      MONUMENTED       ATSFRR
 CT0487  HISTORY     - 1961     GOOD             NGS
 CT0487
 CT0487                          STATION DESCRIPTION
 CT0487
 CT0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0487'1.5 MI SE FROM LAWN.
 CT0487'1.5 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CT0487'LAWN, TAYLOR COUNTY, AT MILEAGE 407.4, IN THE EAST END OF CONCRETE
 CT0487'CULVERT 407 A, AND NORTH OF THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0009 ***********************************************************************
 BY0009  DESIGNATION -  407.21
 BY0009  PID         -  BY0009
 BY0009  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0009  USGS QUAD   -  SAN AUGUSTINE EAST (1984)
 BY0009
 BY0009                         *CURRENT SURVEY CONTROL
 BY0009  ___________________________________________________________________
 BY0009* NAD 83(1986)-  31 36 24.     (N)    094 07 01.     (W)     SCALED    
 BY0009* NAVD 88     -       124.26   (+/-2cm)     407.7    (feet)  VERTCON   
 BY0009  ___________________________________________________________________
 BY0009  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY0009
 BY0009  VERT ORDER  -  ? (See Below)
 BY0009
 BY0009.The horizontal coordinates were scaled from a topographic map and have
 BY0009.an estimated accuracy of +/- 6 seconds.
 BY0009
 BY0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0009.The vertical order pertains to the NGVD 29 superseded value.
 BY0009
 BY0009.The geoid height was determined by GEOID03.
 BY0009
 BY0009;                    North         East    Units  Estimated Accuracy
 BY0009;SPC TX C     - 3,231,540.    1,289,560.      MT  (+/- 180 meters Scaled)
 BY0009
 BY0009                          SUPERSEDED SURVEY CONTROL
 BY0009
 BY0009  NGVD 29 (??/??/92)  124.294  (m)          407.79   (f) ADJ UNCH    ?  
 BY0009
 BY0009.Superseded values are not recommended for survey control.
 BY0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0009.See file dsdata.txt to determine how the superseded data were derived.
 BY0009
 BY0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ940973(NAD 83)
 BY0009_MARKER: Z = SEE DESCRIPTION
 BY0009_SETTING: 0 = UNSPECIFIED SETTING
 BY0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0009
 BY0009  HISTORY     - Date     Condition        Report By
 BY0009  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0009  HISTORY     - 1932     GOOD             NGS
 BY0009  HISTORY     - 1934     GOOD             NGS
 BY0009
 BY0009                          STATION DESCRIPTION
 BY0009
 BY0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0009'1.3 MI N FROM BLANDLAKE.
 BY0009'1.3 MILES NORTH OF THE STATION AT BLANDLAKE.  ON THE G.C. AND
 BY0009'S.F.R.R., VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION
 BY0009'407.21 FEET, 25 FEET WEST OF THE TRACK, 4 FEET WEST OF MILE POLE NO.
 BY0009'126, 45 FEET WEST OF MILE RAIL NO. 126.
 BY0009
 BY0009                          STATION RECOVERY (1934)
 BY0009
 BY0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0483 ***********************************************************************
 CT0483  DESIGNATION -  408 B
 CT0483  PID         -  CT0483
 CT0483  STATE/COUNTY-  TX/TAYLOR
 CT0483  USGS QUAD   -  LAWN (1967)
 CT0483
 CT0483                         *CURRENT SURVEY CONTROL
 CT0483  ___________________________________________________________________
 CT0483* NAD 83(1986)-  32 07 39.     (N)    099 44 26.     (W)     SCALED    
 CT0483* NAVD 88     -       581.237  (meters)    1906.94   (feet)  ADJUSTED  
 CT0483  ___________________________________________________________________
 CT0483  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CT0483  DYNAMIC HT  -         580.478 (meters)    1904.45  (feet)  COMP
 CT0483  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 CT0483
 CT0483  VERT ORDER  -  FIRST     CLASS II
 CT0483
 CT0483.The horizontal coordinates were scaled from a topographic map and have
 CT0483.an estimated accuracy of +/- 6 seconds.
 CT0483
 CT0483.The orthometric height was determined by differential leveling
 CT0483.and adjusted by the National Geodetic Survey in June 1991..
 CT0483
 CT0483.The geoid height was determined by GEOID03.
 CT0483
 CT0483.The dynamic height is computed by dividing the NAVD 88
 CT0483.geopotential number by the normal gravity value computed on the
 CT0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0483.degrees latitude (g = 980.6199 gals.).
 CT0483
 CT0483.The modeled gravity was interpolated from observed gravity values.
 CT0483
 CT0483;                    North         East    Units  Estimated Accuracy
 CT0483;SPC TXNC     - 2,051,800.      482,940.      MT  (+/- 180 meters Scaled)
 CT0483
 CT0483                          SUPERSEDED SURVEY CONTROL
 CT0483
 CT0483  NGVD 29 (??/??/92)  581.113  (m)         1906.53   (f) ADJ UNCH    1 2
 CT0483
 CT0483.Superseded values are not recommended for survey control.
 CT0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0483.See file dsdata.txt to determine how the superseded data were derived.
 CT0483
 CT0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA301548(NAD 83)
 CT0483_MARKER: B = BOLT
 CT0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0483_SP_SET: BRIDGE
 CT0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0483
 CT0483  HISTORY     - Date     Condition        Report By
 CT0483  HISTORY     - UNK      MONUMENTED       ATSFRR
 CT0483  HISTORY     - 1961     GOOD             NGS
 CT0483
 CT0483                          STATION DESCRIPTION
 CT0483
 CT0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0483'IN LAWN.
 CT0483'AT LAWN, TAYLOR COUNTY, ON THE GULF, COLORADO AND SANTA FE RAILWAY, 4
 CT0483'POLES EAST OF MILEPOST 409, IN THE EAST END OF BRIDGE 408 B, AND 6
 CT0483'FEET SOUTH OF THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0235 ***********************************************************************
 CD0235  DESIGNATION -  4081
 CD0235  PID         -  CD0235
 CD0235  STATE/COUNTY-  TX/CULBERSON
 CD0235  USGS QUAD   -  VAN HORN (1979)
 CD0235
 CD0235                         *CURRENT SURVEY CONTROL
 CD0235  ___________________________________________________________________
 CD0235* NAD 83(1986)-  31 06 00.     (N)    104 49 05.     (W)     SCALED    
 CD0235* NAVD 88     -      1246.932  (meters)    4090.98   (feet)  ADJUSTED  
 CD0235  ___________________________________________________________________
 CD0235  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 CD0235  DYNAMIC HT  -        1244.975 (meters)    4084.56  (feet)  COMP
 CD0235  MODELED GRAV-     979,028.3   (mgal)                       NAVD 88
 CD0235
 CD0235  VERT ORDER  -  SECOND    CLASS 0
 CD0235
 CD0235.The horizontal coordinates were scaled from a topographic map and have
 CD0235.an estimated accuracy of +/- 6 seconds.
 CD0235
 CD0235.The orthometric height was determined by differential leveling
 CD0235.and adjusted by the National Geodetic Survey in June 1991..
 CD0235
 CD0235.The geoid height was determined by GEOID03.
 CD0235
 CD0235.The dynamic height is computed by dividing the NAVD 88
 CD0235.geopotential number by the normal gravity value computed on the
 CD0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0235.degrees latitude (g = 980.6199 gals.).
 CD0235
 CD0235.The modeled gravity was interpolated from observed gravity values.
 CD0235
 CD0235;                    North         East    Units  Estimated Accuracy
 CD0235;SPC TX C     - 3,167,520.      272,300.      MT  (+/- 180 meters Scaled)
 CD0235
 CD0235                          SUPERSEDED SURVEY CONTROL
 CD0235
 CD0235  NGVD 29 (??/??/92) 1246.419  (m)         4089.29   (f) ADJ UNCH    2 0
 CD0235
 CD0235.Superseded values are not recommended for survey control.
 CD0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0235.See file dsdata.txt to determine how the superseded data were derived.
 CD0235
 CD0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ173406(NAD 83)
 CD0235_MARKER: DD = SURVEY DISK
 CD0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0235_STAMPING: 4081 VAN HN 1903
 CD0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0235
 CD0235  HISTORY     - Date     Condition        Report By
 CD0235  HISTORY     - 1903     MONUMENTED       USGS
 CD0235  HISTORY     - 1958     GOOD             NGS
 CD0235
 CD0235                          STATION DESCRIPTION
 CD0235
 CD0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0235'4.55 MI N FROM VAN HORN.
 CD0235'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0235'STATION AT VAN HORN, THENCE ABOUT 4.25 MILE NORTH ALONG STATE HIGHWAY
 CD0235'54, THENCE ABOUT 0.15 MILE WEST ACROSS A BRUSHY PASTURE TO THE OLD
 CD0235'HIGHWAY.  197 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE OLD
 CD0235'HIGHWAY, ON THE CREST OF A SMALL RIDGE BETWEEN TWO DRAWS, ABOUT 0.2
 CD0235'MILE SOUTHWEST OF THE JUNCTION OF A PRIVATE ROAD, 10 FEET EAST OF THE
 CD0235'CENTER LINE OF A DIM TRAIL ROAD LEADING NORTHEAST-SOUTHWEST, 2 FEET
 CD0235'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE OLD ROAD
 CD0235'BED, AND ON TOP OF AN IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2126 ***********************************************************************
 BX2126  DESIGNATION -  409.59 GCSFRC
 BX2126  PID         -  BX2126
 BX2126  STATE/COUNTY-  TX/JASPER
 BX2126  USGS QUAD   -  HARRISBURG (1984)
 BX2126
 BX2126                         *CURRENT SURVEY CONTROL
 BX2126  ___________________________________________________________________
 BX2126* NAD 83(1986)-  31 03 28.     (N)    093 58 41.     (W)     SCALED    
 BX2126* NAVD 88     -       125.09   (+/-2cm)     410.4    (feet)  VERTCON   
 BX2126  ___________________________________________________________________
 BX2126  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BX2126
 BX2126  VERT ORDER  -  ? (See Below)
 BX2126
 BX2126.The horizontal coordinates were scaled from a topographic map and have
 BX2126.an estimated accuracy of +/- 6 seconds.
 BX2126
 BX2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2126.The vertical order pertains to the NGVD 29 superseded value.
 BX2126
 BX2126.The geoid height was determined by GEOID03.
 BX2126
 BX2126;                    North         East    Units  Estimated Accuracy
 BX2126;SPC TX C     - 3,171,530.    1,306,190.      MT  (+/- 180 meters Scaled)
 BX2126
 BX2126                          SUPERSEDED SURVEY CONTROL
 BX2126
 BX2126  NGVD 29 (??/??/??)  125.095  (m)          410.42   (f) ADJUSTED    ?  
 BX2126
 BX2126.Superseded values are not recommended for survey control.
 BX2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2126.See file dsdata.txt to determine how the superseded data were derived.
 BX2126
 BX2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ066364(NAD 83)
 BX2126_MARKER: Z = SEE DESCRIPTION
 BX2126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2126_SP_SET: RAIL
 BX2126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2126
 BX2126  HISTORY     - Date     Condition        Report By
 BX2126  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2126  HISTORY     - 1932     GOOD             CGS
 BX2126  HISTORY     - 1934     GOOD             CGS
 BX2126
 BX2126                          STATION DESCRIPTION
 BX2126
 BX2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX2126'9.3 MI N FROM JASPER.
 BX2126'9.3 MILES NORTH OF THE STATION AT JASPER ON THE G.C. AND S.F.R.R.,
 BX2126'VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION 409.59
 BX2126'FEET, 35 FEET NORTH OF THE TRACK, 3 FEET NORTHWEST OF MILE POLE NO.
 BX2126'83, 85 FEET NORTHEAST OF MILE RAIL NO. 83.
 BX2126
 BX2126                          STATION RECOVERY (1934)
 BX2126
 BX2126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BX2126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1875 ***********************************************************************
 CS1875  DESIGNATION -  4096
 CS1875  PID         -  CS1875
 CS1875  STATE/COUNTY-  TX/TARRANT
 CS1875  USGS QUAD   -  KELLER (1981)
 CS1875
 CS1875                         *CURRENT SURVEY CONTROL
 CS1875  ___________________________________________________________________
 CS1875* NAD 83(1986)-  32 58 42.     (N)    097 16 38.     (W)     SCALED    
 CS1875* NAVD 88     -       195.946  (meters)     642.87   (feet)  ADJUSTED  
 CS1875  ___________________________________________________________________
 CS1875  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS1875  DYNAMIC HT  -         195.716 (meters)     642.11  (feet)  COMP
 CS1875  MODELED GRAV-     979,465.2   (mgal)                       NAVD 88
 CS1875
 CS1875  VERT ORDER  -  SECOND    CLASS 0
 CS1875
 CS1875.The horizontal coordinates were scaled from a topographic map and have
 CS1875.an estimated accuracy of +/- 6 seconds.
 CS1875
 CS1875.The orthometric height was determined by differential leveling
 CS1875.and adjusted by the National Geodetic Survey in June 1991..
 CS1875
 CS1875.The geoid height was determined by GEOID03.
 CS1875
 CS1875.The dynamic height is computed by dividing the NAVD 88
 CS1875.geopotential number by the normal gravity value computed on the
 CS1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1875.degrees latitude (g = 980.6199 gals.).
 CS1875
 CS1875.The modeled gravity was interpolated from observed gravity values.
 CS1875
 CS1875;                    North         East    Units  Estimated Accuracy
 CS1875;SPC TXNC     - 2,146,120.      714,280.      MT  (+/- 180 meters Scaled)
 CS1875
 CS1875                          SUPERSEDED SURVEY CONTROL
 CS1875
 CS1875  NGVD 29 (??/??/92)  195.935  (m)          642.83   (f) ADJ UNCH    2 0
 CS1875
 CS1875.Superseded values are not recommended for survey control.
 CS1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1875.See file dsdata.txt to determine how the superseded data were derived.
 CS1875
 CS1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB609502(NAD 83)
 CS1875_MARKER: DD = SURVEY DISK
 CS1875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1875_SP_SET: BRIDGE
 CS1875_STAMPING: 4096
 CS1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1875
 CS1875  HISTORY     - Date     Condition        Report By
 CS1875  HISTORY     - UNK      MONUMENTED       TXGS
 CS1875  HISTORY     - 1959     GOOD             NGS
 CS1875  HISTORY     - 20020610 MARK NOT FOUND   GEOCAC
 CS1875
 CS1875                          STATION DESCRIPTION
 CS1875
 CS1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1875'3.7 MI SW FROM ROANOKE.
 CS1875'IN TARRANT COUNTY, 1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 377 FROM THE
 CS1875'TEXAS AND PACIFIC RAILWAY STATION AT ROANOKE, DENTON COUNTY, THENCE
 CS1875'2.1 MILES WEST ALONG A GRAVEL ROAD, AT AN 8- BY 12-FOOT TWO
 CS1875'COMPARTMENT CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH
 CS1875'HEADWALL, 13 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT
 CS1875'HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED 4096.
 CS1875
 CS1875                          STATION RECOVERY (2002)
 CS1875
 CS1875'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1875'FOUND A HOLE WHERE THE DISK SHOULD HAVE BEEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1514 ***********************************************************************
 BY1514  DESIGNATION -  409.8
 BY1514  PID         -  BY1514
 BY1514  STATE/COUNTY-  TX/HOUSTON
 BY1514  USGS QUAD   -  KENNARD (1951)
 BY1514
 BY1514                         *CURRENT SURVEY CONTROL
 BY1514  ___________________________________________________________________
 BY1514* NAD 83(1986)-  31 16 59.     (N)    095 14 51.     (W)     SCALED    
 BY1514* NAVD 88     -       124.82   (+/-2cm)     409.5    (feet)  VERTCON   
 BY1514  ___________________________________________________________________
 BY1514  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1514
 BY1514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1514
 BY1514.The horizontal coordinates were scaled from a topographic map and have
 BY1514.an estimated accuracy of +/- 6 seconds.
 BY1514
 BY1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1514.The vertical order pertains to the NGVD 29 superseded value.
 BY1514
 BY1514.The geoid height was determined by GEOID03.
 BY1514
 BY1514;                    North         East    Units  Estimated Accuracy
 BY1514;SPC TX C     - 3,190,250.    1,184,060.      MT  (+/- 180 meters Scaled)
 BY1514
 BY1514                          SUPERSEDED SURVEY CONTROL
 BY1514
 BY1514  NGVD 29 (??/??/92)  124.827  (m)          409.54   (f) ADJ UNCH    2 0
 BY1514
 BY1514.Superseded values are not recommended for survey control.
 BY1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1514.See file dsdata.txt to determine how the superseded data were derived.
 BY1514
 BY1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ860631(NAD 83)
 BY1514_MARKER: Z = SEE DESCRIPTION
 BY1514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1514_SP_SET: TREE
 BY1514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1514
 BY1514  HISTORY     - Date     Condition        Report By
 BY1514  HISTORY     - UNK      MONUMENTED       USGS
 BY1514  HISTORY     - 1948     GOOD             NGS
 BY1514
 BY1514                          STATION DESCRIPTION
 BY1514
 BY1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1514'8.75 MI S FROM KENNARD.
 BY1514'4.25 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1514'SERVICE ROAD NO. 25 AT KENNARD, THENCE 3.5 MILES SOUTH ALONG FOREST
 BY1514'SERVICE ROAD NO. 14, THENCE 1.0 MILE SOUTH ALONG AN ABANDONED ROAD
 BY1514'LEADING TOWARDS LAKE CREEK CHURCH, AT THE JUNCTION OF A WOODS ROAD
 BY1514'LEADING NORTHEAST ABOUT 1.4 MILES TO FOREST SERVICE ROAD NO. 14, 14.0
 BY1514'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD AND THE CENTER OF
 BY1514'THE JUNCTION OF THE ROADS, 104.1 FEET NORTH-NORTHWEST OF BENCH MARK B
 BY1514'897, DRIVEN INTO THE TOP OF A ROOT ON THE EAST SIDE OF A 20-INCH OAK
 BY1514'TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE AND A HOLLOW FACE ON THE
 BY1514'SOUTHEAST SIDE, 0.1 FOOT ABOVE THE GROUND AND 0.5 FOOT EAST OF THE
 BY1514'FACE OF THE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4027 ***********************************************************************
 AW4027  DESIGNATION -  41
 AW4027  PID         -  AW4027
 AW4027  STATE/COUNTY-  TX/BRAZORIA
 AW4027  USGS QUAD   -  JULIFF (1974)
 AW4027
 AW4027                         *CURRENT SURVEY CONTROL
 AW4027  ___________________________________________________________________
 AW4027* NAD 83(1986)-  29 29 26.     (N)    095 25 58.     (W)     SCALED    
 AW4027* NAVD 88     -        19.27   (+/-2cm)      63.2    (feet)  VERTCON   
 AW4027  ___________________________________________________________________
 AW4027  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW4027
 AW4027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4027
 AW4027.The horizontal coordinates were scaled from a topographic map and have
 AW4027.an estimated accuracy of +/- 6 seconds.
 AW4027
 AW4027.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4027.The vertical order pertains to the NGVD 29 superseded value.
 AW4027
 AW4027.The geoid height was determined by GEOID03.
 AW4027
 AW4027;                    North         East    Units  Estimated Accuracy
 AW4027;SPC TXSC     - 4,188,940.      945,830.      MT  (+/- 180 meters Scaled)
 AW4027
 AW4027                          SUPERSEDED SURVEY CONTROL
 AW4027
 AW4027  NGVD 29 (??/??/92)   19.263  (m)           63.20   (f) ADJ UNCH    2 0
 AW4027
 AW4027.Superseded values are not recommended for survey control.
 AW4027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4027.See file dsdata.txt to determine how the superseded data were derived.
 AW4027
 AW4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN641648(NAD 83)
 AW4027_MARKER: Z = SEE DESCRIPTION
 AW4027_SETTING: 0 = UNSPECIFIED SETTING
 AW4027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4027
 AW4027  HISTORY     - Date     Condition        Report By
 AW4027  HISTORY     - UNK      MONUMENTED       GCSFRC
 AW4027  HISTORY     - 1935     GOOD             NGS
 AW4027  HISTORY     - 1942     GOOD             NGS
 AW4027
 AW4027                          STATION DESCRIPTION
 AW4027
 AW4027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AW4027'5.0 MI W FROM MANVEL.
 AW4027'5.0 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4027'STATION AT MANVEL, BRAZORIA COUNTY, AT METAL MILESPOST 41, 10 FEET
 AW4027'NORTH OF THE CENTER LINE OF THE TRACK.  THE HIGHEST POINT OF A
 AW4027'VERTICAL SECTION OF RAIL PROJECTING ABOUT 2-1/2 FEET ABOVE GROUND.
 AW4027
 AW4027                          STATION RECOVERY (1942)
 AW4027
 AW4027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AW4027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0212 ***********************************************************************
 DQ0212  DESIGNATION -  41
 DQ0212  PID         -  DQ0212
 DQ0212  STATE/COUNTY-  TX/COCHRAN
 DQ0212  USGS QUAD   -  WHITEFACE SW (1970)
 DQ0212
 DQ0212                         *CURRENT SURVEY CONTROL
 DQ0212  ___________________________________________________________________
 DQ0212* NAD 83(1986)-  33 36 21.     (N)    102 38 36.     (W)     SCALED    
 DQ0212* NAVD 88     -      1129.964  (meters)    3707.22   (feet)  ADJUSTED  
 DQ0212  ___________________________________________________________________
 DQ0212  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 DQ0212  DYNAMIC HT  -        1128.480 (meters)    3702.35  (feet)  COMP
 DQ0212  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 DQ0212
 DQ0212  VERT ORDER  -  SECOND    CLASS 0
 DQ0212
 DQ0212.The horizontal coordinates were scaled from a topographic map and have
 DQ0212.an estimated accuracy of +/- 6 seconds.
 DQ0212
 DQ0212.The orthometric height was determined by differential leveling
 DQ0212.and adjusted by the National Geodetic Survey in June 1991..
 DQ0212
 DQ0212.The geoid height was determined by GEOID03.
 DQ0212
 DQ0212.The dynamic height is computed by dividing the NAVD 88
 DQ0212.geopotential number by the normal gravity value computed on the
 DQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0212.degrees latitude (g = 980.6199 gals.).
 DQ0212
 DQ0212.The modeled gravity was interpolated from observed gravity values.
 DQ0212
 DQ0212;                    North         East    Units  Estimated Accuracy
 DQ0212;SPC TXNC     - 2,222,620.      215,590.      MT  (+/- 180 meters Scaled)
 DQ0212
 DQ0212                          SUPERSEDED SURVEY CONTROL
 DQ0212
 DQ0212  NGVD 29 (??/??/92) 1129.554  (m)         3705.88   (f) ADJ UNCH    2 0
 DQ0212
 DQ0212.Superseded values are not recommended for survey control.
 DQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0212.See file dsdata.txt to determine how the superseded data were derived.
 DQ0212
 DQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT186209(NAD 83)
 DQ0212_MARKER: B = BOLT
 DQ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0212+STABILITY: SURFACE MOTION
 DQ0212
 DQ0212  HISTORY     - Date     Condition        Report By
 DQ0212  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0212  HISTORY     - 1943     MARK NOT FOUND   NGS
 DQ0212
 DQ0212                          STATION DESCRIPTION
 DQ0212
 DQ0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DQ0212'9.5 MI E FROM LEHMAN.
 DQ0212'9.5 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0212'STATION AT LEHMAN, COCHRAN COUNTY, 0.1 MILE EAST OF A ROAD CROSSING,
 DQ0212'84 FEET NORTH OF MILEPOST 41, 52 FEET NORTH OF THE CENTERLINE OF THE
 DQ0212'TRACK, 33 FEET SOUTH OF THE CENTERLINE OF A ROAD, AND 2 FEET SOUTH OF
 DQ0212'THE NORTH RIGHT-OF-WAY FENCE.  A TRACK BOLT SET IN THE TOP OF A
 DQ0212'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0774 ***********************************************************************
 BM0774  DESIGNATION -  41 35 L USGS
 BM0774  PID         -  BM0774
 BM0774  STATE/COUNTY-  TX/BELL
 BM0774  USGS QUAD   -  BARTLETT (1989)
 BM0774
 BM0774                         *CURRENT SURVEY CONTROL
 BM0774  ___________________________________________________________________
 BM0774* NAD 83(1986)-  30 51 24.     (N)    097 24 02.     (W)     SCALED    
 BM0774* NAVD 88     -       177.993  (meters)     583.97   (feet)  ADJUSTED  
 BM0774  ___________________________________________________________________
 BM0774  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BM0774  DYNAMIC HT  -         177.758 (meters)     583.19  (feet)  COMP
 BM0774  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BM0774
 BM0774  VERT ORDER  -  FIRST     CLASS II
 BM0774
 BM0774.The horizontal coordinates were scaled from a topographic map and have
 BM0774.an estimated accuracy of +/- 6 seconds.
 BM0774
 BM0774.The orthometric height was determined by differential leveling
 BM0774.and adjusted by the National Geodetic Survey in June 1991..
 BM0774
 BM0774.The geoid height was determined by GEOID03.
 BM0774
 BM0774.The dynamic height is computed by dividing the NAVD 88
 BM0774.geopotential number by the normal gravity value computed on the
 BM0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0774.degrees latitude (g = 980.6199 gals.).
 BM0774
 BM0774.The modeled gravity was interpolated from observed gravity values.
 BM0774
 BM0774;                    North         East    Units  Estimated Accuracy
 BM0774;SPC TX C     - 3,135,610.      980,450.      MT  (+/- 180 meters Scaled)
 BM0774
 BM0774                          SUPERSEDED SURVEY CONTROL
 BM0774
 BM0774.No superseded survey control is available for this station.
 BM0774
 BM0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV529148(NAD 83)
 BM0774_MARKER: DB = BENCH MARK DISK
 BM0774_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BM0774_SP_SET: CULVERT HEADWALL
 BM0774_STAMPING: 41 35 L 1961
 BM0774_MARK LOGO: USGS  
 BM0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0774+STABILITY: SURFACE MOTION
 BM0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0774+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0774
 BM0774  HISTORY     - Date     Condition        Report By
 BM0774  HISTORY     - 1961     MONUMENTED       USGS
 BM0774  HISTORY     - 1980     GOOD             NGS
 BM0774  HISTORY     - 1990     GOOD             USPSQD
 BM0774  HISTORY     - 20010317 GOOD             USPSQD
 BM0774  HISTORY     - 20050725 GOOD             USPSQD
 BM0774
 BM0774                          STATION DESCRIPTION
 BM0774
 BM0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0774'2.5 KM (1.55 MI) SOUTH FROM HOLLAND.
 BM0774'2.5 KM (1.55 MI) SOUTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0774'FARM ROAD 1123 IN HOLLAND, AT THE JUNCTION OF ROUND HALL ROAD,
 BM0774'20.1 METERS (66.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, 6.4 METERS
 BM0774'(21.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 18.0 METERS (59.0 FT)
 BM0774'SOUTHWEST OF A POWERLINE POLE, IN THE CENTER OF THE EAST CONCRETE
 BM0774'HEADWALL OF A CULVERT UNDER THE HIGHWAY.  NOTE-STAMPING IS BARELY
 BM0774'READABLE.
 BM0774'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BM0774
 BM0774                          STATION RECOVERY (1990)
 BM0774
 BM0774'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0774'RECOVERED IN GOOD CONDITION.
 BM0774
 BM0774                          STATION RECOVERY (2001)
 BM0774
 BM0774'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0774'RECOVERED IN GOOD CONDITION.
 BM0774
 BM0774                          STATION RECOVERY (2005)
 BM0774
 BM0774'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1096 ***********************************************************************
 AB1096  DESIGNATION -  41 W
 AB1096  PID         -  AB1096
 AB1096  STATE/COUNTY-  TX/KENEDY
 AB1096  USGS QUAD   -  PITA CAMP (1982)
 AB1096
 AB1096                         *CURRENT SURVEY CONTROL
 AB1096  ___________________________________________________________________
 AB1096* NAD 83(1986)-  26 55 18.     (N)    097 54 37.     (W)     SCALED    
 AB1096* NAVD 88     -         9.748  (meters)      31.98   (feet)  ADJUSTED  
 AB1096  ___________________________________________________________________
 AB1096  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AB1096  DYNAMIC HT  -           9.732 (meters)      31.93  (feet)  COMP
 AB1096  MODELED GRAV-     979,067.6   (mgal)                       NAVD 88
 AB1096
 AB1096  VERT ORDER  -  SECOND    CLASS 0
 AB1096
 AB1096.The horizontal coordinates were scaled from a topographic map and have
 AB1096.an estimated accuracy of +/- 6 seconds.
 AB1096
 AB1096.The orthometric height was determined by differential leveling
 AB1096.and adjusted by the National Geodetic Survey in June 1991..
 AB1096
 AB1096.The geoid height was determined by GEOID03.
 AB1096
 AB1096.The dynamic height is computed by dividing the NAVD 88
 AB1096.geopotential number by the normal gravity value computed on the
 AB1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1096.degrees latitude (g = 980.6199 gals.).
 AB1096
 AB1096.The modeled gravity was interpolated from observed gravity values.
 AB1096
 AB1096;                    North         East    Units  Estimated Accuracy
 AB1096;SPC TX S     - 5,139,180.      358,570.      MT  (+/- 180 meters Scaled)
 AB1096
 AB1096                          SUPERSEDED SURVEY CONTROL
 AB1096
 AB1096  NGVD 29 (??/??/92)    9.838  (m)           32.28   (f) ADJ UNCH    2 0
 AB1096
 AB1096.Superseded values are not recommended for survey control.
 AB1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1096.See file dsdata.txt to determine how the superseded data were derived.
 AB1096
 AB1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ081782(NAD 83)
 AB1096_MARKER: P = PIPE CAP
 AB1096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1096_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB1096_STAMPING: 41 W 1920
 AB1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1096
 AB1096  HISTORY     - Date     Condition        Report By
 AB1096  HISTORY     - 1920     MONUMENTED       USGS
 AB1096  HISTORY     - 1942     GOOD             NGS
 AB1096
 AB1096                          STATION DESCRIPTION
 AB1096
 AB1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1096'7.8 MI W FROM ARMSTRONG.
 AB1096'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG--
 AB1096'PROCEED 7.7 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1096'MARK.  BENCH MARK IS ABOUT 0.8 MILE WEST OF AGUA POQUITA RANCH HOUSE
 AB1096'ON THE KING RANCH, 16.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 AB1096'THE CENTERLINE OF THE ROAD AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN
 AB1096'MARKER POST.  IRON PIPE PROJECTS ABOUT 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1317 ***********************************************************************
 DM1317  DESIGNATION -  41 WWF USGS 1951
 DM1317  PID         -  DM1317
 DM1317  STATE/COUNTY-  TX/RED RIVER
 DM1317  USGS QUAD   -  NEGLEY (1951)
 DM1317
 DM1317                         *CURRENT SURVEY CONTROL
 DM1317  ___________________________________________________________________
 DM1317* NAD 83(1993)-  33 45 33.76763(N)    095 03 20.30578(W)     ADJUSTED  
 DM1317* NAVD 88     -       132.79   (+/-2cm)     435.7    (feet)  VERTCON   
 DM1317  ___________________________________________________________________
 DM1317  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DM1317  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DM1317
 DM1317  HORZ ORDER  -  SECOND
 DM1317  VERT ORDER  -  THIRD ? (See Below)
 DM1317
 DM1317.The horizontal coordinates were established by classical geodetic methods
 DM1317.and adjusted by the National Geodetic Survey in February 1996..
 DM1317
 DM1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1317.The vertical order pertains to the NGVD 29 superseded value.
 DM1317
 DM1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1317
 DM1317.The geoid height was determined by GEOID03.
 DM1317
 DM1317;                    North         East     Units Scale Factor Converg.
 DM1317;SPC TXNC     - 2,237,298.309   919,027.308   MT  0.99994876   +1 52 42.7
 DM1317;SPC TXNC     - 7,340,202.87  3,015,175.43   sFT  0.99994876   +1 52 42.7
 DM1317;UTM  15      - 3,737,375.389   309,616.732   MT  1.00004685   -1 08 33.6
 DM1317
 DM1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1317!SPC TXNC     -   0.99998343  x   0.99994876  =   0.99993220
 DM1317!UTM  15      -   0.99998343  x   1.00004685  =   1.00003028
 DM1317
 DM1317                          SUPERSEDED SURVEY CONTROL
 DM1317
 DM1317  NAD 83(1993)-  33 45 33.76774(N)    095 03 20.30587(W) AD(       ) 2
 DM1317  NAD 83(1986)-  33 45 33.77505(N)    095 03 20.29183(W) AD(       ) 2
 DM1317  NAD 27      -  33 45 33.38800(N)    095 03 19.47900(W) AD(       ) 2
 DM1317  NGVD 29 (07/19/86)  132.78   (m)          435.6    (f) LEVELING    3  
 DM1317
 DM1317.Superseded values are not recommended for survey control.
 DM1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1317.See file dsdata.txt to determine how the superseded data were derived.
 DM1317
 DM1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0961737375(NAD 83)
 DM1317_MARKER: DS = TRIANGULATION STATION DISK
 DM1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1317_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1317+STABILITY: SURFACE MOTION
 DM1317
 DM1317  HISTORY     - Date     Condition        Report By
 DM1317  HISTORY     - 1951     MONUMENTED       USGS
 DM1317  HISTORY     - 1957     GOOD             CGS
 DM1317
 DM1317                          STATION DESCRIPTION
 DM1317
 DM1317'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (JCT)
 DM1317'STATION IS LOCATED ABOUT 10 MILES NORTH OF CLARKSVILLE ON THE
 DM1317'RIGHT OF WAY OF STATE HIGHWAY 37.  STATION IS 73 FEET
 DM1317'NORTHEAST OF CONCRETE CULVERT, 60 FEET EAST OF THE CENTERLINE
 DM1317'OF HIGHWAY AND 3 FEET WEST OF FENCE.  THE MARK IS A 6X6
 DM1317'CONCRETE POST WITH STANDARD DISK, PROJECTS ABOUT 8 INCHES
 DM1317'AND IS STAMPED 41 WWF 1949.
 DM1317'
 DM1317'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DM1317'HIGHWAY 37 ONE BLOCK WEST OF THE SOUTHWEST CORNER OF THE
 DM1317'SQUARE IN CLARKSVILLE GO NORTH ON STATE HIGHWAY 37 FOR 10.25
 DM1317'MILES TO STATION ON RIGHT OR EAST SIDE OF HIGHWAY AS DESCRIBED.
 DM1317'
 DM1317'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1317'NEGLEY AND THE DISTANCE IS 921.648 METERS, 3023.77 FEET, NORTH.
 DM1317
 DM1317                          STATION RECOVERY (1957)
 DM1317
 DM1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1317'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1317'PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2147 ***********************************************************************
 CS2147  DESIGNATION -  411
 CS2147  PID         -  CS2147
 CS2147  STATE/COUNTY-  TX/JOHNSON
 CS2147  USGS QUAD   -  CLEBURNE WEST (1978)
 CS2147
 CS2147                         *CURRENT SURVEY CONTROL
 CS2147  ___________________________________________________________________
 CS2147* NAD 83(1986)-  32 20 24.     (N)    097 22 56.     (W)     SCALED    
 CS2147* NAVD 88     -       228.923  (meters)     751.06   (feet)  ADJUSTED  
 CS2147  ___________________________________________________________________
 CS2147  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CS2147  DYNAMIC HT  -         228.644 (meters)     750.14  (feet)  COMP
 CS2147  MODELED GRAV-     979,416.2   (mgal)                       NAVD 88
 CS2147
 CS2147  VERT ORDER  -  SECOND    CLASS 0
 CS2147
 CS2147.The horizontal coordinates were scaled from a topographic map and have
 CS2147.an estimated accuracy of +/- 6 seconds.
 CS2147
 CS2147.The orthometric height was determined by differential leveling
 CS2147.and adjusted by the National Geodetic Survey in June 1991..
 CS2147
 CS2147.The geoid height was determined by GEOID03.
 CS2147
 CS2147.The dynamic height is computed by dividing the NAVD 88
 CS2147.geopotential number by the normal gravity value computed on the
 CS2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2147.degrees latitude (g = 980.6199 gals.).
 CS2147
 CS2147.The modeled gravity was interpolated from observed gravity values.
 CS2147
 CS2147;                    North         East    Units  Estimated Accuracy
 CS2147;SPC TXNC     - 2,075,230.      705,220.      MT  (+/- 180 meters Scaled)
 CS2147
 CS2147                          SUPERSEDED SURVEY CONTROL
 CS2147
 CS2147  NGVD 29 (??/??/92)  228.901  (m)          750.99   (f) ADJ UNCH    2 0
 CS2147
 CS2147.Superseded values are not recommended for survey control.
 CS2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2147.See file dsdata.txt to determine how the superseded data were derived.
 CS2147
 CS2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA522792(NAD 83)
 CS2147_MARKER: DD = SURVEY DISK
 CS2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2147_STAMPING: 411
 CS2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2147+STABILITY: SURFACE MOTION
 CS2147
 CS2147  HISTORY     - Date     Condition        Report By
 CS2147  HISTORY     - UNK      MONUMENTED       TXGS
 CS2147  HISTORY     - 1966     GOOD             NGS
 CS2147  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 CS2147
 CS2147                          STATION DESCRIPTION
 CS2147
 CS2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2147'IN CLEBURNE.
 CS2147'AT CLEBURNE, JOHNSON COUNTY, AT THE SOUTH EDGE OF THE TOWN, AT THE
 CS2147'SOUTHWEST CORNER OF THE CROSSING OF SOUTH ROBINSON AND EAST SECOND
 CS2147'STREETS, IN THE NORTHEAST CORNER OF THE GRAMMAR SCHOOL GROUNDS, AND
 CS2147'NEAR THE EDGE OF THE SIDEWALK.  A STATE SURVEY STANDARD DISK, STAMPED
 CS2147'441 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS BELIEVED THE
 CS2147'MARK HAS BEEN DESTROYED OR WAS COVERED WHEN A NEW SIDE WALK WAS BUILT
 CS2147'AT THE SITE OF BENCH MARK.
 CS2147
 CS2147                          STATION RECOVERY (1967)
 CS2147
 CS2147'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 CS2147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0480 ***********************************************************************
 CT0480  DESIGNATION -  411 B
 CT0480  PID         -  CT0480
 CT0480  STATE/COUNTY-  TX/TAYLOR
 CT0480  USGS QUAD   -  TUSCOLA (1967)
 CT0480
 CT0480                         *CURRENT SURVEY CONTROL
 CT0480  ___________________________________________________________________
 CT0480* NAD 83(1986)-  32 09 39.     (N)    099 45 43.     (W)     SCALED    
 CT0480* NAVD 88     -       584.481  (meters)    1917.58   (feet)  ADJUSTED  
 CT0480  ___________________________________________________________________
 CT0480  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CT0480  DYNAMIC HT  -         583.718 (meters)    1915.08  (feet)  COMP
 CT0480  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 CT0480
 CT0480  VERT ORDER  -  FIRST     CLASS II
 CT0480
 CT0480.The horizontal coordinates were scaled from a topographic map and have
 CT0480.an estimated accuracy of +/- 6 seconds.
 CT0480
 CT0480.The orthometric height was determined by differential leveling
 CT0480.and adjusted by the National Geodetic Survey in June 1991..
 CT0480
 CT0480.The geoid height was determined by GEOID03.
 CT0480
 CT0480.The dynamic height is computed by dividing the NAVD 88
 CT0480.geopotential number by the normal gravity value computed on the
 CT0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0480.degrees latitude (g = 980.6199 gals.).
 CT0480
 CT0480.The modeled gravity was interpolated from observed gravity values.
 CT0480
 CT0480;                    North         East    Units  Estimated Accuracy
 CT0480;SPC TXNC     - 2,055,520.      480,970.      MT  (+/- 180 meters Scaled)
 CT0480
 CT0480                          SUPERSEDED SURVEY CONTROL
 CT0480
 CT0480  NGVD 29 (??/??/92)  584.344  (m)         1917.14   (f) ADJ UNCH    1 2
 CT0480
 CT0480.Superseded values are not recommended for survey control.
 CT0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0480.See file dsdata.txt to determine how the superseded data were derived.
 CT0480
 CT0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA281585(NAD 83)
 CT0480_MARKER: B = BOLT
 CT0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0480_SP_SET: BRIDGE
 CT0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0480
 CT0480  HISTORY     - Date     Condition        Report By
 CT0480  HISTORY     - UNK      MONUMENTED       CGS
 CT0480  HISTORY     - 1961     GOOD             NGS
 CT0480
 CT0480                          STATION DESCRIPTION
 CT0480
 CT0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0480'1.8 MI NW FROM LAWN.
 CT0480'1.8 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 CT0480'FROM THE RAILROAD STATION AT LAWN, 0.2 MILE NORTHWEST OF A CROSSING, 7
 CT0480'FEET EAST OF THE EAST RAIL, AN IRON BOLT SET IN CONCRETE IN THE
 CT0480'SOUTHEAST CORNER OF BRIDGE HEAD WALL NO. 411 B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0289 ***********************************************************************
 EN0289  DESIGNATION -  4127+15
 EN0289  PID         -  EN0289
 EN0289  STATE/COUNTY-  TX/FLOYD
 EN0289  USGS QUAD   -  LOCKNEY (1965)
 EN0289
 EN0289                         *CURRENT SURVEY CONTROL
 EN0289  ___________________________________________________________________
 EN0289* NAD 83(1986)-  34 06 17.     (N)    101 28 04.     (W)     SCALED    
 EN0289* NAVD 88     -       996.821  (meters)    3270.40   (feet)  POSTED    
 EN0289  ___________________________________________________________________
 EN0289  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EN0289  DYNAMIC HT  -         995.540 (meters)    3266.20  (feet)  COMP
 EN0289  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 EN0289
 EN0289  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0289
 EN0289.The horizontal coordinates were scaled from a topographic map and have
 EN0289.an estimated accuracy of +/- 6 seconds.
 EN0289
 EN0289.The orthometric height was determined by differential leveling
 EN0289.and adjusted by the National Geodetic Survey in 1992..
 EN0289.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0289.rate of 1.1 thru 2.0 mm/km.
 EN0289
 EN0289.The geoid height was determined by GEOID03.
 EN0289
 EN0289.The dynamic height is computed by dividing the NAVD 88
 EN0289.geopotential number by the normal gravity value computed on the
 EN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0289.degrees latitude (g = 980.6199 gals.).
 EN0289
 EN0289.The modeled gravity was interpolated from observed gravity values.
 EN0289
 EN0289;                    North         East    Units  Estimated Accuracy
 EN0289;SPC TXNC     - 2,274,240.      326,180.      MT  (+/- 180 meters Scaled)
 EN0289
 EN0289                          SUPERSEDED SURVEY CONTROL
 EN0289
 EN0289  NGVD 29 (??/??/92)  996.446  (m)         3269.17   (f) ADJ UNCH    1 2
 EN0289
 EN0289.Superseded values are not recommended for survey control.
 EN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0289.See file dsdata.txt to determine how the superseded data were derived.
 EN0289
 EN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC723765(NAD 83)
 EN0289_MARKER: Z = SEE DESCRIPTION
 EN0289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0289_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0289
 EN0289  HISTORY     - Date     Condition        Report By
 EN0289  HISTORY     - UNK      MONUMENTED       BNRR
 EN0289  HISTORY     - 1958     MARK NOT FOUND   NGS
 EN0289
 EN0289                          STATION DESCRIPTION
 EN0289
 EN0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0289'2.2 MI SW FROM LOCKNEY.
 EN0289'2.2 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0289'THE STATION AT LOCKNEY, FLOYD COUNTY, AT STATION 4127+15 (MILEAGE
 EN0289'315.21), ABOUT 50 FEET SOUTHEAST OF THE TRACK, AND 2 FEET SOUTHEAST OF
 EN0289'THE RIGHT-OF-WAY FENCE.  THE TOP OF A CONCRETE-FILLED PIPE PROJECTING
 EN0289'ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0325 ***********************************************************************
 CR0325  DESIGNATION -  413
 CR0325  PID         -  CR0325
 CR0325  STATE/COUNTY-  TX/WOOD
 CR0325  USGS QUAD   -  MINEOLA (1981)
 CR0325
 CR0325                         *CURRENT SURVEY CONTROL
 CR0325  ___________________________________________________________________
 CR0325* NAD 83(1986)-  32 39 42.     (N)    095 29 19.     (W)     SCALED    
 CR0325* NAVD 88     -       125.946  (meters)     413.21   (feet)  ADJUSTED  
 CR0325  ___________________________________________________________________
 CR0325  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CR0325  DYNAMIC HT  -         125.803 (meters)     412.74  (feet)  COMP
 CR0325  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 CR0325
 CR0325  VERT ORDER  -  FIRST     CLASS II
 CR0325
 CR0325.The horizontal coordinates were scaled from a topographic map and have
 CR0325.an estimated accuracy of +/- 6 seconds.
 CR0325
 CR0325.The orthometric height was determined by differential leveling
 CR0325.and adjusted by the National Geodetic Survey in June 1991..
 CR0325
 CR0325.The geoid height was determined by GEOID03.
 CR0325
 CR0325.The dynamic height is computed by dividing the NAVD 88
 CR0325.geopotential number by the normal gravity value computed on the
 CR0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0325.degrees latitude (g = 980.6199 gals.).
 CR0325
 CR0325.The modeled gravity was interpolated from observed gravity values.
 CR0325
 CR0325;                    North         East    Units  Estimated Accuracy
 CR0325;SPC TXNC     - 2,114,380.      882,430.      MT  (+/- 180 meters Scaled)
 CR0325
 CR0325                          SUPERSEDED SURVEY CONTROL
 CR0325
 CR0325  NGVD 29 (??/??/92)  125.972  (m)          413.29   (f) ADJ UNCH    1 2
 CR0325
 CR0325.Superseded values are not recommended for survey control.
 CR0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0325.See file dsdata.txt to determine how the superseded data were derived.
 CR0325
 CR0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS666165(NAD 83)
 CR0325_MARKER: Q = CHISELED SQUARE
 CR0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0325_SP_SET: STEP
 CR0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0325
 CR0325  HISTORY     - Date     Condition        Report By
 CR0325  HISTORY     - UNK      MONUMENTED       MKTRR
 CR0325  HISTORY     - 1959     MARK NOT FOUND   NGS
 CR0325  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0325
 CR0325                          STATION DESCRIPTION
 CR0325
 CR0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0325'IN MINEOLA.
 CR0325'AT MINEOLA, WOOD COUNTY AT THE PASSENGER STATION USED BY THE
 CR0325'INTERNATIONAL-GREAT NORTHERN RAILROAD AND THE MISSOURI-KANSAS-TEXAS
 CR0325'RAILROAD OF TEXAS, 25 FEET WEST OF THE SOUTHEAST CORNER, AT THE
 CR0325'EASTERNMOST ENTRANCE ON THE SOUTH SIDE OF THE STATION, ON THE TOP OF
 CR0325'THE TOP IRON STEP, 015 FOOT WEST OF THE SOUTHEAST CORNER OF THE STEP,
 CR0325'AND 0.1 FOOT NORTH OF THE SOUTH EDGE.  A CHISELED SQUARE.  NOTE--
 CR0325'PROBABLY DESTROYED WHEN THE STATION WAS REMODELED.
 CR0325
 CR0325                          STATION RECOVERY (1995)
 CR0325
 CR0325'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0263 ***********************************************************************
 DM0263  DESIGNATION -  413
 DM0263  PID         -  DM0263
 DM0263  STATE/COUNTY-  TX/TITUS
 DM0263  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM0263
 DM0263                         *CURRENT SURVEY CONTROL
 DM0263  ___________________________________________________________________
 DM0263* NAD 83(1986)-  33 09 24.     (N)    094 58 08.     (W)     SCALED    
 DM0263* NAVD 88     -       125.952  (meters)     413.23   (feet)  ADJUSTED  
 DM0263  ___________________________________________________________________
 DM0263  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM0263  DYNAMIC HT  -         125.814 (meters)     412.77  (feet)  COMP
 DM0263  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 DM0263
 DM0263  VERT ORDER  -  SECOND    CLASS 0
 DM0263
 DM0263.The horizontal coordinates were scaled from a topographic map and have
 DM0263.an estimated accuracy of +/- 6 seconds.
 DM0263
 DM0263.The orthometric height was determined by differential leveling
 DM0263.and adjusted by the National Geodetic Survey in June 1991..
 DM0263
 DM0263.The geoid height was determined by GEOID03.
 DM0263
 DM0263.The dynamic height is computed by dividing the NAVD 88
 DM0263.geopotential number by the normal gravity value computed on the
 DM0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0263.degrees latitude (g = 980.6199 gals.).
 DM0263
 DM0263.The modeled gravity was interpolated from observed gravity values.
 DM0263
 DM0263;                    North         East    Units  Estimated Accuracy
 DM0263;SPC TXNC     - 2,170,760.      929,310.      MT  (+/- 180 meters Scaled)
 DM0263
 DM0263                          SUPERSEDED SURVEY CONTROL
 DM0263
 DM0263  NGVD 29 (??/??/92)  125.960  (m)          413.25   (f) ADJ UNCH    2 0
 DM0263
 DM0263.Superseded values are not recommended for survey control.
 DM0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0263.See file dsdata.txt to determine how the superseded data were derived.
 DM0263
 DM0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS163703(NAD 83)
 DM0263_MARKER: DB = BENCH MARK DISK
 DM0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0263_SP_SET: STEP
 DM0263_STAMPING: TEXAS 231 413 1903
 DM0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0263
 DM0263  HISTORY     - Date     Condition        Report By
 DM0263  HISTORY     - 1903     MONUMENTED       USGS
 DM0263  HISTORY     - 1933     GOOD             NGS
 DM0263  HISTORY     - 1965     MARK NOT FOUND   USGS
 DM0263
 DM0263                          STATION DESCRIPTION
 DM0263
 DM0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0263'IN MT PLEASANT.
 DM0263'SOUTH ENTRANCE OF COURT HOUSE.  BRASS TABLET CEMENTED IN TOP OF STAIR
 DM0263'BALUSTRADE.
 DM0263
 DM0263                          STATION RECOVERY (1965)
 DM0263
 DM0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DM0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0276 ***********************************************************************
 BA0276  DESIGNATION -  4137
 BA0276  PID         -  BA0276
 BA0276  STATE/COUNTY-  TX/BREWSTER
 BA0276  USGS QUAD   -  WHIRLWIND SPRING (1983)
 BA0276
 BA0276                         *CURRENT SURVEY CONTROL
 BA0276  ___________________________________________________________________
 BA0276* NAD 83(1986)-  29 58 46.     (N)    103 34 13.     (W)     SCALED    
 BA0276* NAVD 88     -      1261.629  (meters)    4139.19   (feet)  ADJUSTED  
 BA0276  ___________________________________________________________________
 BA0276  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 BA0276  DYNAMIC HT  -        1259.547 (meters)    4132.36  (feet)  COMP
 BA0276  MODELED GRAV-     978,948.6   (mgal)                       NAVD 88
 BA0276
 BA0276  VERT ORDER  -  SECOND    CLASS 0
 BA0276
 BA0276.The horizontal coordinates were scaled from a topographic map and have
 BA0276.an estimated accuracy of +/- 6 seconds.
 BA0276
 BA0276.The orthometric height was determined by differential leveling
 BA0276.and adjusted by the National Geodetic Survey in June 1991..
 BA0276
 BA0276.The geoid height was determined by GEOID03.
 BA0276
 BA0276.The dynamic height is computed by dividing the NAVD 88
 BA0276.geopotential number by the normal gravity value computed on the
 BA0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0276.degrees latitude (g = 980.6199 gals.).
 BA0276
 BA0276.The modeled gravity was interpolated from observed gravity values.
 BA0276
 BA0276;                    North         East    Units  Estimated Accuracy
 BA0276;SPC TXSC     - 4,246,470.      159,090.      MT  (+/- 180 meters Scaled)
 BA0276
 BA0276                          SUPERSEDED SURVEY CONTROL
 BA0276
 BA0276  NGVD 29 (??/??/92) 1261.131  (m)         4137.56   (f) ADJ UNCH    2 0
 BA0276
 BA0276.Superseded values are not recommended for survey control.
 BA0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0276.See file dsdata.txt to determine how the superseded data were derived.
 BA0276
 BA0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP379173(NAD 83)
 BA0276_MARKER: P = PIPE CAP
 BA0276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BA0276_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BA0276_STAMPING: 4137
 BA0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0276
 BA0276  HISTORY     - Date     Condition        Report By
 BA0276  HISTORY     - UNK      MONUMENTED       USGS
 BA0276  HISTORY     - 1958     GOOD             NGS
 BA0276  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0276
 BA0276                          STATION DESCRIPTION
 BA0276
 BA0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0276'30.7 MI S FROM ALPINE.
 BA0276'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0276'STATION AT ALPINE, THENCE ABOUT 30.3 MILES SOUTH ALONG STATE HIGHWAY
 BA0276'118.  280 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 260 FEET NORTH
 BA0276'OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST TO LTHE KOKERNOT
 BA0276'RANCH HEADQUARTERS, 219 FEET EAST OF THE EAST OF THE EAST HIGHWAY
 BA0276'RIGHT OF WAY FENCE 123 FEET EAST OF THE CENTER LINE OF A WASH, 6
 BA0276'INCHES SOUTH OF A FENCE, A CAP ON THE TOP OF A STEEL PIPE PROJECTING 2
 BA0276'FEET.
 BA0276
 BA0276                          STATION RECOVERY (2001)
 BA0276
 BA0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0276'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1872 ***********************************************************************
 CS1872  DESIGNATION -  4142
 CS1872  PID         -  CS1872
 CS1872  STATE/COUNTY-  TX/TARRANT
 CS1872  USGS QUAD   -  KELLER (1981)
 CS1872
 CS1872                         *CURRENT SURVEY CONTROL
 CS1872  ___________________________________________________________________
 CS1872* NAD 83(1986)-  32 58 16.     (N)    097 18 21.     (W)     SCALED    
 CS1872* NAVD 88     -       198.016  (meters)     649.66   (feet)  ADJUSTED  
 CS1872  ___________________________________________________________________
 CS1872  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CS1872  DYNAMIC HT  -         197.784 (meters)     648.90  (feet)  COMP
 CS1872  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 CS1872
 CS1872  VERT ORDER  -  SECOND    CLASS 0
 CS1872
 CS1872.The horizontal coordinates were scaled from a topographic map and have
 CS1872.an estimated accuracy of +/- 6 seconds.
 CS1872
 CS1872.The orthometric height was determined by differential leveling
 CS1872.and adjusted by the National Geodetic Survey in June 1991..
 CS1872
 CS1872.The geoid height was determined by GEOID03.
 CS1872
 CS1872.The dynamic height is computed by dividing the NAVD 88
 CS1872.geopotential number by the normal gravity value computed on the
 CS1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1872.degrees latitude (g = 980.6199 gals.).
 CS1872
 CS1872.The modeled gravity was interpolated from observed gravity values.
 CS1872
 CS1872;                    North         East    Units  Estimated Accuracy
 CS1872;SPC TXNC     - 2,145,280.      711,620.      MT  (+/- 180 meters Scaled)
 CS1872
 CS1872                          SUPERSEDED SURVEY CONTROL
 CS1872
 CS1872  NGVD 29 (??/??/92)  198.009  (m)          649.63   (f) ADJ UNCH    2 0
 CS1872
 CS1872.Superseded values are not recommended for survey control.
 CS1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1872.See file dsdata.txt to determine how the superseded data were derived.
 CS1872
 CS1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB583493(NAD 83)
 CS1872_MARKER: DB = BENCH MARK DISK
 CS1872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1872_SP_SET: BRIDGE
 CS1872_STAMPING: 4142
 CS1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1872
 CS1872  HISTORY     - Date     Condition        Report By
 CS1872  HISTORY     - UNK      MONUMENTED       TXGS
 CS1872  HISTORY     - 1959     GOOD             NGS
 CS1872  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1872
 CS1872                          STATION DESCRIPTION
 CS1872
 CS1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1872'2.7 MI E FROM HASLET.
 CS1872'2.7 MILES EAST ALONG AN ASPHALT ROAD FROM THE GULF, COLORADO AND SANTA
 CS1872'FE RAILWAY STATION AT HASLET, TARRANT COUNTY, AT A CONCRETE BRIDGE, IN
 CS1872'THE TOP OF THE NORTHEAST CONCRETE GUARDRAIL POST, 10.5 FEET NORTH OF
 CS1872'THE CENTERLINE OF THE ROAD, AND 3 FEET HIGHER THAN THE ROAD. A STATE
 CS1872'SURVEY STANDARD DISK, STAMPED 4142.
 CS1872
 CS1872                          STATION RECOVERY (1990)
 CS1872
 CS1872'RECOVERY NOTE BY US POWER SQUADRON 1990 (SB)
 CS1872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0290 ***********************************************************************
 EN0290  DESIGNATION -  4169+90
 EN0290  PID         -  EN0290
 EN0290  STATE/COUNTY-  TX/FLOYD
 EN0290  USGS QUAD   -  LOCKNEY (1965)
 EN0290
 EN0290                         *CURRENT SURVEY CONTROL
 EN0290  ___________________________________________________________________
 EN0290* NAD 83(1986)-  34 05 41.     (N)    101 28 29.     (W)     SCALED    
 EN0290* NAVD 88     -       994.993  (meters)    3264.41   (feet)  POSTED    
 EN0290  ___________________________________________________________________
 EN0290  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0290  DYNAMIC HT  -         993.720 (meters)    3260.23  (feet)  COMP
 EN0290  MODELED GRAV-     979,320.8   (mgal)                       NAVD 88
 EN0290
 EN0290  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0290
 EN0290.The horizontal coordinates were scaled from a topographic map and have
 EN0290.an estimated accuracy of +/- 6 seconds.
 EN0290
 EN0290.The orthometric height was determined by differential leveling
 EN0290.and adjusted by the National Geodetic Survey in 1992..
 EN0290.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0290.rate of 1.1 thru 2.0 mm/km.
 EN0290
 EN0290.The geoid height was determined by GEOID03.
 EN0290
 EN0290.The dynamic height is computed by dividing the NAVD 88
 EN0290.geopotential number by the normal gravity value computed on the
 EN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0290.degrees latitude (g = 980.6199 gals.).
 EN0290
 EN0290.The modeled gravity was interpolated from observed gravity values.
 EN0290
 EN0290;                    North         East    Units  Estimated Accuracy
 EN0290;SPC TXNC     - 2,273,150.      325,510.      MT  (+/- 180 meters Scaled)
 EN0290
 EN0290                          SUPERSEDED SURVEY CONTROL
 EN0290
 EN0290  NGVD 29 (??/??/92)  994.618  (m)         3263.18   (f) ADJ UNCH    1 2
 EN0290
 EN0290.Superseded values are not recommended for survey control.
 EN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0290.See file dsdata.txt to determine how the superseded data were derived.
 EN0290
 EN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC716754(NAD 83)
 EN0290_MARKER: Z = SEE DESCRIPTION
 EN0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0290_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0290
 EN0290  HISTORY     - Date     Condition        Report By
 EN0290  HISTORY     - UNK      MONUMENTED       BNRR
 EN0290  HISTORY     - 1958     MARK NOT FOUND   NGS
 EN0290
 EN0290                          STATION DESCRIPTION
 EN0290
 EN0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0290'3.0 MI SW FROM LOCKNEY.
 EN0290'3.0 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0290'THE STATION AT LOCKNEY, FLOYD COUNTY, AT STATION 4169+90 (MILEAGE
 EN0290'316.02), ABOUT 30 FEET SOUTH OF A ROAD CROSSING, AND ABOUT 50 FEET
 EN0290'EAST OF THE TRACK.  THE TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT
 EN0290'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1115 ***********************************************************************
 BY1115  DESIGNATION -  417.056
 BY1115  PID         -  BY1115
 BY1115  STATE/COUNTY-  TX/NACOGDOCHES
 BY1115  USGS QUAD   -  APPLEBY (1983)
 BY1115
 BY1115                         *CURRENT SURVEY CONTROL
 BY1115  ___________________________________________________________________
 BY1115* NAD 83(1986)-  31 44 00.     (N)    094 36 20.     (W)     SCALED    
 BY1115* NAVD 88     -       127.072  (meters)     416.90   (feet)  ADJUSTED  
 BY1115  ___________________________________________________________________
 BY1115  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BY1115  DYNAMIC HT  -         126.916 (meters)     416.39  (feet)  COMP
 BY1115  MODELED GRAV-     979,408.1   (mgal)                       NAVD 88
 BY1115
 BY1115  VERT ORDER  -  FIRST     CLASS II
 BY1115
 BY1115.The horizontal coordinates were scaled from a topographic map and have
 BY1115.an estimated accuracy of +/- 6 seconds.
 BY1115
 BY1115.The orthometric height was determined by differential leveling
 BY1115.and adjusted by the National Geodetic Survey in June 1991..
 BY1115
 BY1115.The geoid height was determined by GEOID03.
 BY1115
 BY1115.The dynamic height is computed by dividing the NAVD 88
 BY1115.geopotential number by the normal gravity value computed on the
 BY1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1115.degrees latitude (g = 980.6199 gals.).
 BY1115
 BY1115.The modeled gravity was interpolated from observed gravity values.
 BY1115
 BY1115;                    North         East    Units  Estimated Accuracy
 BY1115;SPC TX C     - 3,243,080.    1,242,540.      MT  (+/- 180 meters Scaled)
 BY1115
 BY1115                          SUPERSEDED SURVEY CONTROL
 BY1115
 BY1115  NGVD 29 (??/??/92)  127.075  (m)          416.91   (f) ADJ UNCH    1 2
 BY1115
 BY1115.Superseded values are not recommended for survey control.
 BY1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1115.See file dsdata.txt to determine how the superseded data were derived.
 BY1115
 BY1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR479119(NAD 83)
 BY1115_MARKER: Q = CHISELED SQUARE
 BY1115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1115_SP_SET: CULVERT
 BY1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1115
 BY1115  HISTORY     - Date     Condition        Report By
 BY1115  HISTORY     - UNK      MONUMENTED       USGS
 BY1115  HISTORY     - 1949     GOOD             NGS
 BY1115  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1115
 BY1115                          STATION DESCRIPTION
 BY1115
 BY1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY1115'1.2 MI N FROM APPLEBY.
 BY1115'0.1 MILE NORTH ALONG A DIRT ROAD FROM THE CROSSING OF THE RAILROAD AND
 BY1115'THE MAIN ROAD AT APPLEBY, THENCE 1 BLOCK EAST AND 1.1 MILES NORTH
 BY1115'ALONG A DIRT ROAD, AT THE CROSSING OF U.S. HIGHWAY 59 AND A
 BY1115'NORTH-SOUTH DIRT ROAD, 98.0 FEET NORTH ALONG A DIRT ROAD FROM THE
 BY1115'CENTER LINE OF THE HIGHWAY, 87.0 FEET SOUTHWEST OF THE SOUTHWEST
 BY1115'CORNER OF A SKELLY FILLING STATION CALLED TWIN OAKS, 80.0 FEET
 BY1115'NORTHEAST OF THE SOUTHEAST CORNER OF A TEXACO FILLING STATION AND
 BY1115'STORE, 17.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD,
 BY1115'ON TOP OF THE NORTH END OF THE WEST HEADWALL OF A 3.0 FOOT CONCRETE
 BY1115'CULVERT AND PAINTED TBM 416.6.
 BY1115
 BY1115                          STATION RECOVERY (1998)
 BY1115
 BY1115'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0552 ***********************************************************************
 DN0552  DESIGNATION -  417.2
 DN0552  PID         -  DN0552
 DN0552  STATE/COUNTY-  TX/COOKE
 DN0552  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN0552
 DN0552                         *CURRENT SURVEY CONTROL
 DN0552  ___________________________________________________________________
 DN0552* NAD 83(1986)-  33 43 14.     (N)    097 09 50.     (W)     SCALED    
 DN0552* NAVD 88     -       212.691  (meters)     697.80   (feet)  ADJUSTED  
 DN0552  ___________________________________________________________________
 DN0552  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DN0552  DYNAMIC HT  -         212.469 (meters)     697.08  (feet)  COMP
 DN0552  MODELED GRAV-     979,587.3   (mgal)                       NAVD 88
 DN0552
 DN0552  VERT ORDER  -  SECOND    CLASS 0
 DN0552
 DN0552.The horizontal coordinates were scaled from a topographic map and have
 DN0552.an estimated accuracy of +/- 6 seconds.
 DN0552
 DN0552.The orthometric height was determined by differential leveling
 DN0552.and adjusted by the National Geodetic Survey in June 1991..
 DN0552
 DN0552.The geoid height was determined by GEOID03.
 DN0552
 DN0552.The dynamic height is computed by dividing the NAVD 88
 DN0552.geopotential number by the normal gravity value computed on the
 DN0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0552.degrees latitude (g = 980.6199 gals.).
 DN0552
 DN0552.The modeled gravity was interpolated from observed gravity values.
 DN0552
 DN0552;                    North         East    Units  Estimated Accuracy
 DN0552;SPC TXNC     - 2,228,550.      723,830.      MT  (+/- 180 meters Scaled)
 DN0552
 DN0552                          SUPERSEDED SURVEY CONTROL
 DN0552
 DN0552  NGVD 29 (??/??/92)  212.656  (m)          697.69   (f) ADJ UNCH    2 0
 DN0552
 DN0552.Superseded values are not recommended for survey control.
 DN0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0552.See file dsdata.txt to determine how the superseded data were derived.
 DN0552
 DN0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC701326(NAD 83)
 DN0552_MARKER: Z = SEE DESCRIPTION
 DN0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0552_SP_SET: RAIL
 DN0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0552
 DN0552  HISTORY     - Date     Condition        Report By
 DN0552  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0552  HISTORY     - 1934     GOOD             NGS
 DN0552  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN0552
 DN0552                          STATION DESCRIPTION
 DN0552
 DN0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0552'7.0 MI N FROM GAINESVILLE.
 DN0552'7.0 MILES NORTH OF GAINESVILLE IN THE TOP OF IRON RAIL 50 FEET EAST OF
 DN0552'NEAREST RAIL ON GULF, COLORADO, AND SANTA FE RAILWAY.
 DN0552
 DN0552                          STATION RECOVERY (1995)
 DN0552
 DN0552'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0553 ***********************************************************************
 DN0553  DESIGNATION -  418.1
 DN0553  PID         -  DN0553
 DN0553  STATE/COUNTY-  TX/COOKE
 DN0553  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN0553
 DN0553                         *CURRENT SURVEY CONTROL
 DN0553  ___________________________________________________________________
 DN0553* NAD 83(1986)-  33 43 38.     (N)    097 09 50.     (W)     SCALED    
 DN0553* NAVD 88     -       206.517  (meters)     677.55   (feet)  ADJUSTED  
 DN0553  ___________________________________________________________________
 DN0553  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN0553  DYNAMIC HT  -         206.301 (meters)     676.84  (feet)  COMP
 DN0553  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 DN0553
 DN0553  VERT ORDER  -  SECOND    CLASS 0
 DN0553
 DN0553.The horizontal coordinates were scaled from a topographic map and have
 DN0553.an estimated accuracy of +/- 6 seconds.
 DN0553
 DN0553.The orthometric height was determined by differential leveling
 DN0553.and adjusted by the National Geodetic Survey in June 1991..
 DN0553
 DN0553.The geoid height was determined by GEOID03.
 DN0553
 DN0553.The dynamic height is computed by dividing the NAVD 88
 DN0553.geopotential number by the normal gravity value computed on the
 DN0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0553.degrees latitude (g = 980.6199 gals.).
 DN0553
 DN0553.The modeled gravity was interpolated from observed gravity values.
 DN0553
 DN0553;                    North         East    Units  Estimated Accuracy
 DN0553;SPC TXNC     - 2,229,290.      723,820.      MT  (+/- 180 meters Scaled)
 DN0553
 DN0553                          SUPERSEDED SURVEY CONTROL
 DN0553
 DN0553  NGVD 29 (??/??/92)  206.480  (m)          677.43   (f) ADJ UNCH    2 0
 DN0553
 DN0553.Superseded values are not recommended for survey control.
 DN0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0553.See file dsdata.txt to determine how the superseded data were derived.
 DN0553
 DN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC701334(NAD 83)
 DN0553_MARKER: B = BOLT
 DN0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0553_SP_SET: FOUNDATION
 DN0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0553
 DN0553  HISTORY     - Date     Condition        Report By
 DN0553  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0553  HISTORY     - 1934     GOOD             NGS
 DN0553  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN0553
 DN0553                          STATION DESCRIPTION
 DN0553
 DN0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0553'7.5 MI N FROM GAINESVILLE.
 DN0553'7.5 MILES NORTH OF GAINESVILLE IN THE TOP OF THE SOUTH EAST FOUNDATION
 DN0553'BOLT OF SIGNAL NO. 4181 OF THE GULF, COLORADO, AND SANTA FE RAILWAY.
 DN0553
 DN0553                          STATION RECOVERY (1995)
 DN0553
 DN0553'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1102 ***********************************************************************
 AB1102  DESIGNATION -  42
 AB1102  PID         -  AB1102
 AB1102  STATE/COUNTY-  TX/BROOKS
 AB1102  USGS QUAD   -  PITA CAMP (1982)
 AB1102
 AB1102                         *CURRENT SURVEY CONTROL
 AB1102  ___________________________________________________________________
 AB1102* NAD 83(1986)-  26 55 28.     (N)    097 59 08.     (W)     SCALED    
 AB1102* NAVD 88     -        14.234  (meters)      46.70   (feet)  ADJUSTED  
 AB1102  ___________________________________________________________________
 AB1102  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AB1102  DYNAMIC HT  -          14.211 (meters)      46.62  (feet)  COMP
 AB1102  MODELED GRAV-     979,062.3   (mgal)                       NAVD 88
 AB1102
 AB1102  VERT ORDER  -  SECOND    CLASS 0
 AB1102
 AB1102.The horizontal coordinates were scaled from a topographic map and have
 AB1102.an estimated accuracy of +/- 6 seconds.
 AB1102
 AB1102.The orthometric height was determined by differential leveling
 AB1102.and adjusted by the National Geodetic Survey in June 1991..
 AB1102
 AB1102.The geoid height was determined by GEOID03.
 AB1102
 AB1102.The dynamic height is computed by dividing the NAVD 88
 AB1102.geopotential number by the normal gravity value computed on the
 AB1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1102.degrees latitude (g = 980.6199 gals.).
 AB1102
 AB1102.The modeled gravity was interpolated from observed gravity values.
 AB1102
 AB1102;                    North         East    Units  Estimated Accuracy
 AB1102;SPC TX S     - 5,139,460.      351,090.      MT  (+/- 180 meters Scaled)
 AB1102
 AB1102                          SUPERSEDED SURVEY CONTROL
 AB1102
 AB1102  NGVD 29 (??/??/92)   14.329  (m)           47.01   (f) ADJ UNCH    2 0
 AB1102
 AB1102.Superseded values are not recommended for survey control.
 AB1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1102.See file dsdata.txt to determine how the superseded data were derived.
 AB1102
 AB1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ007784(NAD 83)
 AB1102_MARKER: P = PIPE CAP
 AB1102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1102_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB1102_STAMPING: NO. 42 1920
 AB1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1102
 AB1102  HISTORY     - Date     Condition        Report By
 AB1102  HISTORY     - 1920     MONUMENTED       USGS
 AB1102  HISTORY     - 1942     GOOD             NGS
 AB1102
 AB1102                          STATION DESCRIPTION
 AB1102
 AB1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1102'11.8 MI E FROM ENCINO.
 AB1102'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AB1102'U.S. HIGHWAY NO.281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AB1102'THENCE, GO 11.4 MILES EASTERLY ALONG RANCH ROAD TO THE SITE OF THE
 AB1102'BENCH MARK.  BENCH MARK IS AT THE BROOKS-KENEDY COUNTY LINE, ABOUT
 AB1102'225.0 FEET NORTH OF THE CENTER OF WOODEN GATE ACROSS RANCH ROAD, 4.0
 AB1102'FEET SOUTH OF FENCE CORNER, 1.0 FOOT EAST OF NORTH-SOUTH FENCE AND 3.0
 AB1102'FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST.  IRON PIPE PROJECTS
 AB1102'ABOUT 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4029 ***********************************************************************
 AW4029  DESIGNATION -  42
 AW4029  PID         -  AW4029
 AW4029  STATE/COUNTY-  TX/FORT BEND
 AW4029  USGS QUAD   -  JULIFF (1974)
 AW4029
 AW4029                         *CURRENT SURVEY CONTROL
 AW4029  ___________________________________________________________________
 AW4029* NAD 83(1986)-  29 29 45.     (N)    095 26 55.     (W)     SCALED    
 AW4029* NAVD 88     -        20.24   (+/-2cm)      66.4    (feet)  VERTCON   
 AW4029  ___________________________________________________________________
 AW4029  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW4029
 AW4029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4029
 AW4029.The horizontal coordinates were scaled from a topographic map and have
 AW4029.an estimated accuracy of +/- 6 seconds.
 AW4029
 AW4029.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4029.The vertical order pertains to the NGVD 29 superseded value.
 AW4029
 AW4029.The geoid height was determined by GEOID03.
 AW4029
 AW4029;                    North         East    Units  Estimated Accuracy
 AW4029;SPC TXSC     - 4,189,480.      944,280.      MT  (+/- 180 meters Scaled)
 AW4029
 AW4029                          SUPERSEDED SURVEY CONTROL
 AW4029
 AW4029  NGVD 29 (??/??/92)   20.239  (m)           66.40   (f) ADJ UNCH    2 0
 AW4029
 AW4029.Superseded values are not recommended for survey control.
 AW4029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4029.See file dsdata.txt to determine how the superseded data were derived.
 AW4029
 AW4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN626654(NAD 83)
 AW4029_MARKER: Z = SEE DESCRIPTION
 AW4029_SETTING: 0 = UNSPECIFIED SETTING
 AW4029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4029
 AW4029  HISTORY     - Date     Condition        Report By
 AW4029  HISTORY     - UNK      MONUMENTED       GCSFRC
 AW4029  HISTORY     - 1935     GOOD             NGS
 AW4029  HISTORY     - 1943     GOOD             NGS
 AW4029  HISTORY     - 19901208 MARK NOT FOUND   USPSQD
 AW4029  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 AW4029
 AW4029                          STATION DESCRIPTION
 AW4029
 AW4029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AW4029'6.0 MI W FROM MANVEL.
 AW4029'IN FORT BEND COUNTY, 6.0 MILES WEST ALONG THE GULF, COLORADO AND SANTA
 AW4029'FE RAILWAY FROM THE STATION AT MANVEL, BRAZORIA COUNTY, AT METAL
 AW4029'MILESPOST 42, 10 FEET NORTH OF THE CENTERLINE OF THE TRACK. THE
 AW4029'HIGHEST POINT OF A VERTICAL SECTION OF RAIL PROJECTING ABOUT 2-1/2
 AW4029'FEET ABOVE GROUND.
 AW4029
 AW4029                          STATION RECOVERY (1943)
 AW4029
 AW4029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4029'RECOVERED IN GOOD CONDITION.
 AW4029
 AW4029                          STATION RECOVERY (1990)
 AW4029
 AW4029'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW4029'MARK NOT FOUND.
 AW4029
 AW4029                          STATION RECOVERY (1998)
 AW4029
 AW4029'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0214 ***********************************************************************
 DQ0214  DESIGNATION -  42
 DQ0214  PID         -  DQ0214
 DQ0214  STATE/COUNTY-  TX/COCHRAN
 DQ0214  USGS QUAD   -  WHITEFACE SW (1970)
 DQ0214
 DQ0214                         *CURRENT SURVEY CONTROL
 DQ0214  ___________________________________________________________________
 DQ0214* NAD 83(1986)-  33 36 36.     (N)    102 39 34.     (W)     SCALED    
 DQ0214* NAVD 88     -      1130.071  (meters)    3707.57   (feet)  ADJUSTED  
 DQ0214  ___________________________________________________________________
 DQ0214  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 DQ0214  DYNAMIC HT  -        1128.586 (meters)    3702.70  (feet)  COMP
 DQ0214  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 DQ0214
 DQ0214  VERT ORDER  -  SECOND    CLASS 0
 DQ0214
 DQ0214.The horizontal coordinates were scaled from a topographic map and have
 DQ0214.an estimated accuracy of +/- 6 seconds.
 DQ0214
 DQ0214.The orthometric height was determined by differential leveling
 DQ0214.and adjusted by the National Geodetic Survey in June 1991..
 DQ0214
 DQ0214.The geoid height was determined by GEOID03.
 DQ0214
 DQ0214.The dynamic height is computed by dividing the NAVD 88
 DQ0214.geopotential number by the normal gravity value computed on the
 DQ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0214.degrees latitude (g = 980.6199 gals.).
 DQ0214
 DQ0214.The modeled gravity was interpolated from observed gravity values.
 DQ0214
 DQ0214;                    North         East    Units  Estimated Accuracy
 DQ0214;SPC TXNC     - 2,223,140.      214,120.      MT  (+/- 180 meters Scaled)
 DQ0214
 DQ0214                          SUPERSEDED SURVEY CONTROL
 DQ0214
 DQ0214  NGVD 29 (??/??/92) 1129.662  (m)         3706.23   (f) ADJ UNCH    2 0
 DQ0214
 DQ0214.Superseded values are not recommended for survey control.
 DQ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0214.See file dsdata.txt to determine how the superseded data were derived.
 DQ0214
 DQ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT171213(NAD 83)
 DQ0214_MARKER: B = BOLT
 DQ0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0214+STABILITY: SURFACE MOTION
 DQ0214
 DQ0214  HISTORY     - Date     Condition        Report By
 DQ0214  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0214  HISTORY     - 1943     MARK NOT FOUND   NGS
 DQ0214  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0214
 DQ0214                          STATION DESCRIPTION
 DQ0214
 DQ0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DQ0214'8.5 MI E FROM LEHMAN.
 DQ0214'8.5 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0214'STATION AT LEHMAN, COCHRAN COUNTY, 125 FEET NORTH OF MILEPOST 42, 75
 DQ0214'FEET NORTH OF THE CENTERLINE OF THE TRACK, 33 FEET SOUTH OF THE
 DQ0214'CENTERLINE OF A ROAD, AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 DQ0214'FENCE.  A TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
 DQ0214
 DQ0214                          STATION RECOVERY (1971)
 DQ0214
 DQ0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1843 ***********************************************************************
 BK1843  DESIGNATION -  42 ATSFRR
 BK1843  PID         -  BK1843
 BK1843  STATE/COUNTY-  TX/JASPER
 BK1843  USGS QUAD   -  CALL JUNCTION (1984)
 BK1843
 BK1843                         *CURRENT SURVEY CONTROL
 BK1843  ___________________________________________________________________
 BK1843* NAD 83(1986)-  30 30 50.     (N)    093 56 00.     (W)     SCALED    
 BK1843* NAVD 88     -        30.37   (+/-2cm)      99.6    (feet)  VERTCON   
 BK1843  ___________________________________________________________________
 BK1843  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1843
 BK1843  VERT ORDER  -  ? (See Below)
 BK1843
 BK1843.The horizontal coordinates were scaled from a topographic map and have
 BK1843.an estimated accuracy of +/- 6 seconds.
 BK1843
 BK1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1843.The vertical order pertains to the NGVD 29 superseded value.
 BK1843
 BK1843.The geoid height was determined by GEOID03.
 BK1843
 BK1843;                    North         East    Units  Estimated Accuracy
 BK1843;SPC TX C     - 3,111,580.    1,313,920.      MT  (+/- 180 meters Scaled)
 BK1843
 BK1843                          SUPERSEDED SURVEY CONTROL
 BK1843
 BK1843  NGVD 29 (??/??/??)   30.346  (m)           99.56   (f) ADJUSTED    ?  
 BK1843
 BK1843.Superseded values are not recommended for survey control.
 BK1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1843.See file dsdata.txt to determine how the superseded data were derived.
 BK1843
 BK1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP104761(NAD 83)
 BK1843_MARKER: X = CHISELED CROSS
 BK1843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1843_SP_SET: RAIL
 BK1843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1843
 BK1843  HISTORY     - Date     Condition        Report By
 BK1843  HISTORY     - UNK      MONUMENTED       CGS
 BK1843  HISTORY     - 1932     GOOD             CGS
 BK1843  HISTORY     - 1934     GOOD             CGS
 BK1843  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1843
 BK1843                          STATION DESCRIPTION
 BK1843
 BK1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1843'3.6 MI N FROM BESSMAY.
 BK1843'3.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1843'STATION AT BESSMAY, JASPER COUNTY, AND ON THE TOP OF VERTICAL MILE
 BK1843'RAIL 42.  A CHISELED CROSS.
 BK1843
 BK1843                          STATION RECOVERY (1934)
 BK1843
 BK1843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1843'RECOVERED IN GOOD CONDITION.
 BK1843
 BK1843                          STATION RECOVERY (2004)
 BK1843
 BK1843'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK1843'RAILROAD REMOVED CONCRETE MILE MARKER AND REPLACED IT WITH A STEEL
 BK1843'POST AND MILE MARKER SIGN.  MARKER NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3522 ***********************************************************************
 AW3522  DESIGNATION -  420+00 905 R
 AW3522  PID         -  AW3522
 AW3522  STATE/COUNTY-  TX/HARRIS
 AW3522  USGS QUAD   -  HIGHLANDS (1995)
 AW3522
 AW3522                         *CURRENT SURVEY CONTROL
 AW3522  ___________________________________________________________________
 AW3522* NAD 83(1986)-  29 45 10.     (N)    095 04 10.     (W)     SCALED    
 AW3522* NAVD 88     -         1.04   (+/-2cm)       3.4    (feet)  VERTCON   
 AW3522  ___________________________________________________________________
 AW3522  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3522
 AW3522  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3522
 AW3522.The horizontal coordinates were scaled from a topographic map and have
 AW3522.an estimated accuracy of +/- 6 seconds.
 AW3522
 AW3522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3522.The vertical order pertains to the NGVD 29 superseded value.
 AW3522
 AW3522.The geoid height was determined by GEOID03.
 AW3522
 AW3522;                    North         East    Units  Estimated Accuracy
 AW3522;SPC TXSC     - 4,219,110.      980,070.      MT  (+/- 180 meters Scaled)
 AW3522
 AW3522                          SUPERSEDED SURVEY CONTROL
 AW3522
 AW3522  NGVD 29 (??/??/92)    1.034  (m)            3.39   (f) ADJ UNCH    1 2
 AW3522
 AW3522.Superseded values are not recommended for survey control.
 AW3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3522.See file dsdata.txt to determine how the superseded data were derived.
 AW3522
 AW3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN998931(NAD 83)
 AW3522_MARKER: DD = SURVEY DISK
 AW3522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3522_STAMPING: 420+00 905 R
 AW3522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3522+STABILITY: SURFACE MOTION
 AW3522
 AW3522  HISTORY     - Date     Condition        Report By
 AW3522  HISTORY     - UNK      MONUMENTED       USE
 AW3522  HISTORY     - 1959     GOOD             NGS
 AW3522  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3522
 AW3522                          STATION DESCRIPTION
 AW3522
 AW3522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3522'1.05 MI SE FROM LYNCHBURG.
 AW3522'ABOUT 1.05 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3522'FERRY LANDING AT LYNCHBURG, 177 FEET NORTHWEST OF THE NORTHWEST LEG OF
 AW3522'THE MOST SOUTHEASTERLY ONE OF TWO LIGHT BEACONS, 175 FEET NORTHEAST OF
 AW3522'THE CENTER LINE OF A TRACK ROAD, 31 FEET SOUTHWEST OF THE HIGH WATER
 AW3522'LINE ON THE SOUTHWEST BANK OF THE SHIP CHANNEL, 1 FOOT SOUTHEAST OF A
 AW3522'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST, POURED IN
 AW3522'PLACE, FLUSH WITH THE GROUND.  NOTE-- BELIEVED TO HAVE BEEN WASHED
 AW3522'OUT.
 AW3522
 AW3522                          STATION RECOVERY (1964)
 AW3522
 AW3522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0360 ***********************************************************************
 BA0360  DESIGNATION -  4204
 BA0360  PID         -  BA0360
 BA0360  STATE/COUNTY-  TX/PRESIDIO
 BA0360  USGS QUAD   -  BANDERA MESA SOUTH (1983)
 BA0360
 BA0360                         *CURRENT SURVEY CONTROL
 BA0360  ___________________________________________________________________
 BA0360* NAD 83(1986)-  29 34 43.     (N)    103 50 17.     (W)     SCALED    
 BA0360* NAVD 88     -      1282.616  (meters)    4208.05   (feet)  ADJUSTED  
 BA0360  ___________________________________________________________________
 BA0360  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 BA0360  DYNAMIC HT  -        1280.460 (meters)    4200.98  (feet)  COMP
 BA0360  MODELED GRAV-     978,917.1   (mgal)                       NAVD 88
 BA0360
 BA0360  VERT ORDER  -  SECOND    CLASS 0
 BA0360
 BA0360.The horizontal coordinates were scaled from a topographic map and have
 BA0360.an estimated accuracy of +/- 6 seconds.
 BA0360
 BA0360.The orthometric height was determined by differential leveling
 BA0360.and adjusted by the National Geodetic Survey in June 1991..
 BA0360
 BA0360.The geoid height was determined by GEOID03.
 BA0360
 BA0360.The dynamic height is computed by dividing the NAVD 88
 BA0360.geopotential number by the normal gravity value computed on the
 BA0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0360.degrees latitude (g = 980.6199 gals.).
 BA0360
 BA0360.The modeled gravity was interpolated from observed gravity values.
 BA0360
 BA0360;                    North         East    Units  Estimated Accuracy
 BA0360;SPC TXSC     - 4,203,120.      131,430.      MT  (+/- 180 meters Scaled)
 BA0360
 BA0360                          SUPERSEDED SURVEY CONTROL
 BA0360
 BA0360  NGVD 29 (??/??/92) 1282.239  (m)         4206.81   (f) ADJ UNCH    2 0
 BA0360
 BA0360.Superseded values are not recommended for survey control.
 BA0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0360.See file dsdata.txt to determine how the superseded data were derived.
 BA0360
 BA0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN125726(NAD 83)
 BA0360_MARKER: P = PIPE CAP
 BA0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BA0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BA0360_STAMPING: 4204 MARFA
 BA0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0360
 BA0360  HISTORY     - Date     Condition        Report By
 BA0360  HISTORY     - UNK      MONUMENTED       USGS
 BA0360  HISTORY     - 1958     GOOD             NGS
 BA0360
 BA0360                          STATION DESCRIPTION
 BA0360
 BA0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0360'12.8 MI NE FROM FOWLKES BROS RANCH.
 BA0360'ABOUT 12.8 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE FOWLKES
 BA0360'BROTHERS RANCH, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.7
 BA0360'MILE NORTH OF A WINDMILL AND A POWER LINE CROSSING OVER THE ROAD,
 BA0360'ABOUT 0.45 MILE SOUTH OF THE ENTRANCE TO THE BANDERA RANCH, ABOUT 0.15
 BA0360'MILE SOUTH OF A WASH, 59 FEET WEST ACROSS THE ROAD FROM A WOVEN WIRE
 BA0360'FENCE, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0594 ***********************************************************************
 CR0594  DESIGNATION -  422.4
 CR0594  PID         -  CR0594
 CR0594  STATE/COUNTY-  TX/HENDERSON
 CR0594  USGS QUAD   -  CROSS ROADS (1984)
 CR0594
 CR0594                         *CURRENT SURVEY CONTROL
 CR0594  ___________________________________________________________________
 CR0594* NAD 83(1986)-  32 07 23.     (N)    095 54 02.     (W)     SCALED    
 CR0594* NAVD 88     -       128.880  (meters)     422.83   (feet)  ADJUSTED  
 CR0594  ___________________________________________________________________
 CR0594  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0594  DYNAMIC HT  -         128.730 (meters)     422.34  (feet)  COMP
 CR0594  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 CR0594
 CR0594  VERT ORDER  -  SECOND    CLASS 0
 CR0594
 CR0594.The horizontal coordinates were scaled from a topographic map and have
 CR0594.an estimated accuracy of +/- 6 seconds.
 CR0594
 CR0594.The orthometric height was determined by differential leveling
 CR0594.and adjusted by the National Geodetic Survey in June 1991..
 CR0594
 CR0594.The geoid height was determined by GEOID03.
 CR0594
 CR0594.The dynamic height is computed by dividing the NAVD 88
 CR0594.geopotential number by the normal gravity value computed on the
 CR0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0594.degrees latitude (g = 980.6199 gals.).
 CR0594
 CR0594.The modeled gravity was interpolated from observed gravity values.
 CR0594
 CR0594;                    North         East    Units  Estimated Accuracy
 CR0594;SPC TXNC     - 2,053,650.      845,280.      MT  (+/- 180 meters Scaled)
 CR0594
 CR0594                          SUPERSEDED SURVEY CONTROL
 CR0594
 CR0594  NGVD 29 (??/??/92)  128.884  (m)          422.85   (f) ADJ UNCH    2 0
 CR0594
 CR0594.Superseded values are not recommended for survey control.
 CR0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0594.See file dsdata.txt to determine how the superseded data were derived.
 CR0594
 CR0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR263577(NAD 83)
 CR0594_MARKER: Q = CHISELED SQUARE
 CR0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0594_SP_SET: CULVERT
 CR0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0594
 CR0594  HISTORY     - Date     Condition        Report By
 CR0594  HISTORY     - UNK      MONUMENTED       USGS
 CR0594  HISTORY     - 1947     GOOD             NGS
 CR0594
 CR0594                          STATION DESCRIPTION
 CR0594
 CR0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0594'6.9 MI SW FROM ATHENS.
 CR0594'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 AND 5.7 MILES SOUTHWEST
 CR0594'ALONG FARM HIGHWAY NO. 59 FROM THE COURT HOUSE AT ATHENS, 21.0 FEET
 CR0594'SOUTHEAST OF THE CENTER OF THE HIGHWAY, THE HIGHEST POINT OF AN
 CR0594'OUTLINED CHISELED SQUARE CUT IN THE CENTER AND TOP OF THE SOUTHEAST
 CR0594'HEAD-WALL OF A 4-FOOT CONCRETE PIPE CULVERT UNDER THE HIGHWAY, ABOUT
 CR0594'THE SAME ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3759 ***********************************************************************
 AW3759  DESIGNATION -  42.349
 AW3759  PID         -  AW3759
 AW3759  STATE/COUNTY-  TX/HARRIS
 AW3759  USGS QUAD   -  SETTEGAST (1995)
 AW3759
 AW3759                         *CURRENT SURVEY CONTROL
 AW3759  ___________________________________________________________________
 AW3759* NAD 83(1986)-  29 45 13.     (N)    095 17 51.     (W)     SCALED    
 AW3759* NAVD 88     -        11.43   (+/-2cm)      37.5    (feet)  VERTCON   
 AW3759  ___________________________________________________________________
 AW3759  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW3759
 AW3759  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3759
 AW3759.The horizontal coordinates were scaled from a topographic map and have
 AW3759.an estimated accuracy of +/- 6 seconds.
 AW3759
 AW3759.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3759.The vertical order pertains to the NGVD 29 superseded value.
 AW3759
 AW3759.The geoid height was determined by GEOID03.
 AW3759
 AW3759;                    North         East    Units  Estimated Accuracy
 AW3759;SPC TXSC     - 4,218,490.      958,020.      MT  (+/- 180 meters Scaled)
 AW3759
 AW3759                          SUPERSEDED SURVEY CONTROL
 AW3759
 AW3759  NGVD 29 (??/??/92)   11.430  (m)           37.50   (f) ADJ UNCH    1 2
 AW3759
 AW3759.Superseded values are not recommended for survey control.
 AW3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3759.See file dsdata.txt to determine how the superseded data were derived.
 AW3759
 AW3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN778936(NAD 83)
 AW3759_MARKER: Q = CHISELED SQUARE
 AW3759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3759_SP_SET: ABUTMENT
 AW3759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3759
 AW3759  HISTORY     - Date     Condition        Report By
 AW3759  HISTORY     - UNK      MONUMENTED       USE
 AW3759  HISTORY     - 1973     GOOD             NGS
 AW3759  HISTORY     - 1987     GOOD             USPSQD
 AW3759  HISTORY     - 1987     GOOD             USPSQD
 AW3759  HISTORY     - 1988     GOOD             USPSQD
 AW3759  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AW3759
 AW3759                          STATION DESCRIPTION
 AW3759
 AW3759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3759'IN HOUSTON.
 AW3759'ABOUT 0.5 MILE EAST ALONG NAVIGATION BLVD. FROM THE REED TOOL CO.
 AW3759'BUILDING AT HOUSTON, THENCE 0.65 MILE NORTH ALONG 69TH STREET (ALT. US
 AW3759'HIGHWAY 90) AT A STEEL GIRDER BRIDGE OVER BUFFALO BAYOU, 23 FEET EAST
 AW3759'OF THE CENTER LINE OF THE STREET, A CHISELED SQUARE ON TOP OF THE EAST
 AW3759'END OF THE SOUTH CONCRETE ABUTMENT ABOUT 2 FEET EAST OF A 20-INCH PIPE
 AW3759'LINE.
 AW3759
 AW3759                          STATION RECOVERY (1987)
 AW3759
 AW3759'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW3759'RECOVERED IN GOOD CONDITION.
 AW3759
 AW3759                          STATION RECOVERY (1987)
 AW3759
 AW3759'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW3759'RECOVERED IN GOOD CONDITION.
 AW3759
 AW3759                          STATION RECOVERY (1988)
 AW3759
 AW3759'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW3759'RECOVERED IN GOOD CONDITION.
 AW3759
 AW3759                          STATION RECOVERY (2004)
 AW3759
 AW3759'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0213 ***********************************************************************
 CD0213  DESIGNATION -  4239
 CD0213  PID         -  CD0213
 CD0213  STATE/COUNTY-  TX/CULBERSON
 CD0213  USGS QUAD   -  HACKETT PEAK (1964)
 CD0213
 CD0213                         *CURRENT SURVEY CONTROL
 CD0213  ___________________________________________________________________
 CD0213* NAD 83(1986)-  31 02 38.     (N)    104 53 01.     (W)     SCALED    
 CD0213* NAVD 88     -      1294.933  (meters)    4248.46   (feet)  POSTED    
 CD0213  ___________________________________________________________________
 CD0213  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CD0213  DYNAMIC HT  -        1292.890 (meters)    4241.76  (feet)  COMP
 CD0213  MODELED GRAV-     979,016.0   (mgal)                       NAVD 88
 CD0213
 CD0213  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CD0213
 CD0213.The horizontal coordinates were scaled from a topographic map and have
 CD0213.an estimated accuracy of +/- 6 seconds.
 CD0213
 CD0213.The orthometric height was determined by differential leveling
 CD0213.and adjusted by the National Geodetic Survey in 1992..
 CD0213.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CD0213.rate of 2.1 thru 3.0 mm/km.
 CD0213
 CD0213.The geoid height was determined by GEOID03.
 CD0213
 CD0213.The dynamic height is computed by dividing the NAVD 88
 CD0213.geopotential number by the normal gravity value computed on the
 CD0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0213.degrees latitude (g = 980.6199 gals.).
 CD0213
 CD0213.The modeled gravity was interpolated from observed gravity values.
 CD0213
 CD0213;                    North         East    Units  Estimated Accuracy
 CD0213;SPC TX C     - 3,161,550.      265,800.      MT  (+/- 180 meters Scaled)
 CD0213
 CD0213                          SUPERSEDED SURVEY CONTROL
 CD0213
 CD0213.No superseded survey control is available for this station.
 CD0213
 CD0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ111344(NAD 83)
 CD0213_MARKER: DD = SURVEY DISK
 CD0213_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0213_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0213_STAMPING: 4239 VAN HN 1903
 CD0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0213
 CD0213  HISTORY     - Date     Condition        Report By
 CD0213  HISTORY     - 1903     MONUMENTED       USGS
 CD0213  HISTORY     - 1956     MARK NOT FOUND   NGS
 CD0213
 CD0213                          STATION DESCRIPTION
 CD0213
 CD0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0213'3.1 MI W FROM VAN HORN.
 CD0213'3.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM VAN HORN,
 CD0213'CULBERSON COUNTY, 0.2 MILE WEST OF MILEPOST 737, AND 52 FEET NORTH OF
 CD0213'THE CENTER LINE OF THE TRACK.  A USGS SURVEY STANDARD CAP, STAMPED
 CD0213'4239 VAN HN 1903 AND RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2150 ***********************************************************************
 CS2150  DESIGNATION -  425
 CS2150  PID         -  CS2150
 CS2150  STATE/COUNTY-  TX/JOHNSON
 CS2150  USGS QUAD   -  CLEBURNE WEST (1978)
 CS2150
 CS2150                         *CURRENT SURVEY CONTROL
 CS2150  ___________________________________________________________________
 CS2150* NAD 83(1986)-  32 22 13.     (N)    097 23 38.     (W)     SCALED    
 CS2150* NAVD 88     -       244.694  (meters)     802.80   (feet)  ADJUSTED  
 CS2150  ___________________________________________________________________
 CS2150  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS2150  DYNAMIC HT  -         244.396 (meters)     801.82  (feet)  COMP
 CS2150  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 CS2150
 CS2150  VERT ORDER  -  SECOND    CLASS 0
 CS2150
 CS2150.The horizontal coordinates were scaled from a topographic map and have
 CS2150.an estimated accuracy of +/- 6 seconds.
 CS2150
 CS2150.The orthometric height was determined by differential leveling
 CS2150.and adjusted by the National Geodetic Survey in June 1991..
 CS2150
 CS2150.The geoid height was determined by GEOID03.
 CS2150
 CS2150.The dynamic height is computed by dividing the NAVD 88
 CS2150.geopotential number by the normal gravity value computed on the
 CS2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2150.degrees latitude (g = 980.6199 gals.).
 CS2150
 CS2150.The modeled gravity was interpolated from observed gravity values.
 CS2150
 CS2150;                    North         East    Units  Estimated Accuracy
 CS2150;SPC TXNC     - 2,078,570.      704,090.      MT  (+/- 180 meters Scaled)
 CS2150
 CS2150                          SUPERSEDED SURVEY CONTROL
 CS2150
 CS2150  NGVD 29 (??/??/92)  244.674  (m)          802.73   (f) ADJ UNCH    2 0
 CS2150
 CS2150.Superseded values are not recommended for survey control.
 CS2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2150.See file dsdata.txt to determine how the superseded data were derived.
 CS2150
 CS2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA511826(NAD 83)
 CS2150_MARKER: DB = BENCH MARK DISK
 CS2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2150_STAMPING: 425
 CS2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2150+STABILITY: SURFACE MOTION
 CS2150
 CS2150  HISTORY     - Date     Condition        Report By
 CS2150  HISTORY     - UNK      MONUMENTED       TXGS
 CS2150  HISTORY     - 1966     POOR             NGS
 CS2150  HISTORY     - 1967     POOR             LOCENG
 CS2150  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2150
 CS2150                          STATION DESCRIPTION
 CS2150
 CS2150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2150'IN CLEBURNE.
 CS2150'AT CLEBURNE, JOHNSON COUNTY, AT THE NORTHWEST EDGE OF THE TOWN, ON THE
 CS2150'GULF, COLORADO AND SANTA FE RAILWAY, AT A STREET CROSSING, 20 FEET
 CS2150'NORTHWEST OF THE CENTER LINE OF THE STREET, AND 42 FEET NORTHEAST OF
 CS2150'THE CENTER LINE OF THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED
 CS2150'425 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- LEANING SLIGHTLY
 CS2150'BUT IS SOLID IN THE GROUND.
 CS2150
 CS2150                          STATION RECOVERY (1967)
 CS2150
 CS2150'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 CS2150'MARK RECOVERED IN POOR CONDITION.
 CS2150
 CS2150                          STATION RECOVERY (1999)
 CS2150
 CS2150'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0190 ***********************************************************************
 BA0190  DESIGNATION -  4262
 BA0190  PID         -  BA0190
 BA0190  STATE/COUNTY-  TX/PRESIDIO
 BA0190  USGS QUAD   -  THE SOLITARIO (1971)
 BA0190
 BA0190                         *CURRENT SURVEY CONTROL
 BA0190  ___________________________________________________________________
 BA0190* NAD 83(1986)-  29 29 58.     (N)    103 51 39.     (W)     SCALED    
 BA0190* NAVD 88     -      1300.501  (meters)    4266.73   (feet)  POSTED    
 BA0190  ___________________________________________________________________
 BA0190  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 BA0190  DYNAMIC HT  -        1298.310 (meters)    4259.54  (feet)  COMP
 BA0190  MODELED GRAV-     978,913.3   (mgal)                       NAVD 88
 BA0190
 BA0190  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0190
 BA0190.The horizontal coordinates were scaled from a topographic map and have
 BA0190.an estimated accuracy of +/- 6 seconds.
 BA0190
 BA0190.The orthometric height was determined by differential leveling
 BA0190.and adjusted by the National Geodetic Survey in 1992..
 BA0190.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0190.rate of 4.1 thru 8.0 mm/km.
 BA0190
 BA0190.The geoid height was determined by GEOID03.
 BA0190
 BA0190.The dynamic height is computed by dividing the NAVD 88
 BA0190.geopotential number by the normal gravity value computed on the
 BA0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0190.degrees latitude (g = 980.6199 gals.).
 BA0190
 BA0190.The modeled gravity was interpolated from observed gravity values.
 BA0190
 BA0190;                    North         East    Units  Estimated Accuracy
 BA0190;SPC TXSC     - 4,194,440.      128,860.      MT  (+/- 180 meters Scaled)
 BA0190
 BA0190                          SUPERSEDED SURVEY CONTROL
 BA0190
 BA0190  NGVD 29 (??/??/92) 1300.134  (m)         4265.52   (f) ADJ UNCH    1 2
 BA0190
 BA0190.Superseded values are not recommended for survey control.
 BA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0190.See file dsdata.txt to determine how the superseded data were derived.
 BA0190
 BA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN104638(NAD 83)
 BA0190_MARKER: P = PIPE CAP
 BA0190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BA0190_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BA0190_STAMPING: 4262 MARFA
 BA0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0190
 BA0190  HISTORY     - Date     Condition        Report By
 BA0190  HISTORY     - UNK      MONUMENTED       USGS
 BA0190  HISTORY     - 1958     GOOD             NGS
 BA0190
 BA0190                          STATION DESCRIPTION
 BA0190
 BA0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0190'8.3 MI E FROM FOWLKES BROS RANCH.
 BA0190'ABOUT 7.5 MILES NORTHEAST ALONG A WINDING BLADED ROAD FROM THE FOWLKES
 BA0190'BROS. RANCH HOUSE, THENCE 0.8 MILE SOUTHEAST ALONG AN ABANDONED TRACK
 BA0190'ROAD.  14 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1
 BA0190'MILE SOUTHEAST OF AN EARTH DAM, AT THE CREST OF A HILL, 182 FEET
 BA0190'NORTHWEST OF THE CENTER OF THE CROSSING OF A WASH, ABOUT 4 FEET ABOVE
 BA0190'THE LEVEL OF THE ROAD, AND ON THE TOP OF AN IRON PIPE PROJECTING 1
 BA0190'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0817 ***********************************************************************
 CR0817  DESIGNATION -  428
 CR0817  PID         -  CR0817
 CR0817  STATE/COUNTY-  TX/WOOD
 CR0817  USGS QUAD   -  CALVARY (1981)
 CR0817
 CR0817                         *CURRENT SURVEY CONTROL
 CR0817  ___________________________________________________________________
 CR0817* NAD 83(1986)-  32 45 12.     (N)    095 35 54.     (W)     SCALED    
 CR0817* NAVD 88     -       130.535  (meters)     428.26   (feet)  ADJUSTED  
 CR0817  ___________________________________________________________________
 CR0817  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CR0817  DYNAMIC HT  -         130.388 (meters)     427.78  (feet)  COMP
 CR0817  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 CR0817
 CR0817  VERT ORDER  -  FIRST     CLASS II
 CR0817
 CR0817.The horizontal coordinates were scaled from a topographic map and have
 CR0817.an estimated accuracy of +/- 6 seconds.
 CR0817
 CR0817.The orthometric height was determined by differential leveling
 CR0817.and adjusted by the National Geodetic Survey in June 1991..
 CR0817.WARNING-Repeat measurements at this control monument indicate possible
 CR0817.vertical movement.
 CR0817
 CR0817.The geoid height was determined by GEOID03.
 CR0817
 CR0817.The dynamic height is computed by dividing the NAVD 88
 CR0817.geopotential number by the normal gravity value computed on the
 CR0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0817.degrees latitude (g = 980.6199 gals.).
 CR0817
 CR0817.The modeled gravity was interpolated from observed gravity values.
 CR0817
 CR0817;                    North         East    Units  Estimated Accuracy
 CR0817;SPC TXNC     - 2,124,260.      871,860.      MT  (+/- 180 meters Scaled)
 CR0817
 CR0817                          SUPERSEDED SURVEY CONTROL
 CR0817
 CR0817  NGVD 29 (??/??/92)  130.556  (m)          428.33   (f) ADJ UNCH    1 2
 CR0817
 CR0817.Superseded values are not recommended for survey control.
 CR0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0817.See file dsdata.txt to determine how the superseded data were derived.
 CR0817
 CR0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS565269(NAD 83)
 CR0817_MARKER: P = PIPE CAP
 CR0817_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0817_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0817_STAMPING: 428
 CR0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0817
 CR0817  HISTORY     - Date     Condition        Report By
 CR0817  HISTORY     - UNK      MONUMENTED       USGS
 CR0817  HISTORY     - 1959     GOOD             NGS
 CR0817  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0817
 CR0817                          STATION DESCRIPTION
 CR0817
 CR0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0817'3.75 MI SE FROM ALBA.
 CR0817'ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE
 CR0817'AT ALBA, THENCE ABOUT 0.2 MILE SOUTH ALONG FARM ROAD 17, THENCE ABOUT
 CR0817'3.0 MILE SOUTHEAST ALONG THE ABANDONED RAILROAD GRADE, OR ABOUT 1.2
 CR0817'MILES WEST ALONG FARM ROAD 779 FROM THE JUNCTION WITH FARM ROAD 1799
 CR0817'AT GOLDEN, THENCE ABOUT 0.5 MILE NORTH ALONG A NARROW PAVED ROAD,
 CR0817'THENCE ABOUT 1.3 MILES NORTHWEST ALONG THE ABANDONED RAILROAD GRADE,
 CR0817'48 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, AT THE
 CR0817'NORTHWEST END OF A SHALLOW CUT, ABOUT 0.5 MILE SOUTHEAST OF AN OLD
 CR0817'TRESTLE, 200 FEET SOUTHEAST OF AN 18-INCH CONCRETE PIPE CULVERT, 16.2
 CR0817'FEET SOUTHWEST OF A TELEPHONE POLE, 1 1/2 FEET NORTHEAST OF A FENCE,
 CR0817'AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 15 INCHES.
 CR0817
 CR0817                          STATION RECOVERY (1995)
 CR0817
 CR0817'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0812 ***********************************************************************
 CR0812  DESIGNATION -  428 A
 CR0812  PID         -  CR0812
 CR0812  STATE/COUNTY-  TX/WOOD
 CR0812  USGS QUAD   -  GOLDEN (1981)
 CR0812
 CR0812                         *CURRENT SURVEY CONTROL
 CR0812  ___________________________________________________________________
 CR0812* NAD 83(1986)-  32 43 46.     (N)    095 33 45.     (W)     SCALED    
 CR0812* NAVD 88     -       130.431  (meters)     427.92   (feet)  ADJUSTED  
 CR0812  ___________________________________________________________________
 CR0812  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CR0812  DYNAMIC HT  -         130.284 (meters)     427.44  (feet)  COMP
 CR0812  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 CR0812
 CR0812  VERT ORDER  -  FIRST     CLASS II
 CR0812
 CR0812.The horizontal coordinates were scaled from a topographic map and have
 CR0812.an estimated accuracy of +/- 6 seconds.
 CR0812
 CR0812.The orthometric height was determined by differential leveling
 CR0812.and adjusted by the National Geodetic Survey in June 1991..
 CR0812
 CR0812.The geoid height was determined by GEOID03.
 CR0812
 CR0812.The dynamic height is computed by dividing the NAVD 88
 CR0812.geopotential number by the normal gravity value computed on the
 CR0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0812.degrees latitude (g = 980.6199 gals.).
 CR0812
 CR0812.The modeled gravity was interpolated from observed gravity values.
 CR0812
 CR0812;                    North         East    Units  Estimated Accuracy
 CR0812;SPC TXNC     - 2,121,700.      875,290.      MT  (+/- 180 meters Scaled)
 CR0812
 CR0812                          SUPERSEDED SURVEY CONTROL
 CR0812
 CR0812  NGVD 29 (??/??/92)  130.454  (m)          428.00   (f) ADJ UNCH    1 2
 CR0812
 CR0812.Superseded values are not recommended for survey control.
 CR0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0812.See file dsdata.txt to determine how the superseded data were derived.
 CR0812
 CR0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS598241(NAD 83)
 CR0812_MARKER: P = PIPE CAP
 CR0812_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0812_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0812_STAMPING: 427.922
 CR0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0812
 CR0812  HISTORY     - Date     Condition        Report By
 CR0812  HISTORY     - UNK      MONUMENTED       USGS
 CR0812  HISTORY     - 1959     GOOD             NGS
 CR0812  HISTORY     - 1963     MARK NOT FOUND   NGS
 CR0812  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0812
 CR0812                          STATION DESCRIPTION
 CR0812
 CR0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0812'IN GOLDEN.
 CR0812'AT GOLDEN, 144 FEET NORTH AND ACROSS FARM ROAD 779 FROM THE NORTH
 CR0812'CORNER OF THE POST OFFICE AND STORE, 53 FEET NORTHWEST OF THE CENTER
 CR0812'LINE OF FARM ROAD 779, 66 FEET NORTH OF THE CENTER LINE OF AN OLD
 CR0812'RAILROAD GRADE, 26 FEET SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE
 CR0812'BLOCK SCALE HOUSE, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 CR0812'1 FOOT.
 CR0812
 CR0812                          STATION RECOVERY (1963)
 CR0812
 CR0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CR0812'MARK NOT FOUND.
 CR0812
 CR0812                          STATION RECOVERY (1995)
 CR0812
 CR0812'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1508 ***********************************************************************
 BY1508  DESIGNATION -  428.0
 BY1508  PID         -  BY1508
 BY1508  STATE/COUNTY-  TX/HOUSTON
 BY1508  USGS QUAD   -  BEREA (1951)
 BY1508
 BY1508                         *CURRENT SURVEY CONTROL
 BY1508  ___________________________________________________________________
 BY1508* NAD 83(1986)-  31 20 45.     (N)    095 15 19.     (W)     SCALED    
 BY1508* NAVD 88     -       130.38   (+/-2cm)     427.8    (feet)  VERTCON   
 BY1508  ___________________________________________________________________
 BY1508  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY1508
 BY1508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1508
 BY1508.The horizontal coordinates were scaled from a topographic map and have
 BY1508.an estimated accuracy of +/- 6 seconds.
 BY1508
 BY1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1508.The vertical order pertains to the NGVD 29 superseded value.
 BY1508
 BY1508.The geoid height was determined by GEOID03.
 BY1508
 BY1508;                    North         East    Units  Estimated Accuracy
 BY1508;SPC TX C     - 3,197,170.    1,183,000.      MT  (+/- 180 meters Scaled)
 BY1508
 BY1508                          SUPERSEDED SURVEY CONTROL
 BY1508
 BY1508  NGVD 29 (??/??/92)  130.389  (m)          427.78   (f) ADJ UNCH    2 0
 BY1508
 BY1508.Superseded values are not recommended for survey control.
 BY1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1508.See file dsdata.txt to determine how the superseded data were derived.
 BY1508
 BY1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ854701(NAD 83)
 BY1508_MARKER: Z = SEE DESCRIPTION
 BY1508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1508_SP_SET: TREE TRUNK
 BY1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1508
 BY1508  HISTORY     - Date     Condition        Report By
 BY1508  HISTORY     - UNK      MONUMENTED       USGS
 BY1508  HISTORY     - 1948     GOOD             NGS
 BY1508
 BY1508                          STATION DESCRIPTION
 BY1508
 BY1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1508'4.25 MI W FROM KENNARD.
 BY1508'4.25 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1508'SERVICE ROAD NO. 25 AT KENNARD, IN THE SOUTHWEST ANGLE AT THE JUNCTION
 BY1508'OF THE HIGHWAY AND FOREST SERVICE ROAD NO. 14, 38.7 FEET SOUTH OF THE
 BY1508'CENTER LINE OF THE HIGHWAY, 59.3 FEET WEST OF THE WEST END OF AN
 BY1508'18-INCH CONCRETE PIPE CULVERT UNDER THE FOREST SERVICE ROAD, 43.0 FEET
 BY1508'WEST OF A TELEPHONE POLE PAINTED USBM 428.0, DRIVEN INTO THE TOP OF A
 BY1508'ROOT ON THE NORTHEAST SIDE OF A 15-INCH OAK TREE WHICH HAS A
 BY1508'TRIANGULAR ON THE EAST SIDE, 1.0 FEET NORTHEAST OF THE FACE OF THE
 BY1508'TREE TRUNK, 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3524 ***********************************************************************
 AW3524  DESIGNATION -  428+00 950 63
 AW3524  PID         -  AW3524
 AW3524  STATE/COUNTY-  TX/HARRIS
 AW3524  USGS QUAD   -  HIGHLANDS (1995)
 AW3524
 AW3524                         *CURRENT SURVEY CONTROL
 AW3524  ___________________________________________________________________
 AW3524* NAD 83(1986)-  29 45 21.     (N)    095 04 19.     (W)     SCALED    
 AW3524* NAVD 88     -         2.78   (+/-2cm)       9.1    (feet)  VERTCON   
 AW3524  ___________________________________________________________________
 AW3524  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3524
 AW3524  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3524
 AW3524.The horizontal coordinates were scaled from a topographic map and have
 AW3524.an estimated accuracy of +/- 6 seconds.
 AW3524
 AW3524.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3524.The vertical order pertains to the NGVD 29 superseded value.
 AW3524
 AW3524.The geoid height was determined by GEOID03.
 AW3524
 AW3524;                    North         East    Units  Estimated Accuracy
 AW3524;SPC TXSC     - 4,219,450.      979,820.      MT  (+/- 180 meters Scaled)
 AW3524
 AW3524                          SUPERSEDED SURVEY CONTROL
 AW3524
 AW3524  NGVD 29 (??/??/92)    2.775  (m)            9.10   (f) ADJ UNCH    1 2
 AW3524
 AW3524.Superseded values are not recommended for survey control.
 AW3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3524.See file dsdata.txt to determine how the superseded data were derived.
 AW3524
 AW3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN996935(NAD 83)
 AW3524_MARKER: DD = SURVEY DISK
 AW3524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3524_STAMPING: 428+00 950 63
 AW3524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3524+STABILITY: SURFACE MOTION
 AW3524
 AW3524  HISTORY     - Date     Condition        Report By
 AW3524  HISTORY     - UNK      MONUMENTED       USE
 AW3524  HISTORY     - 1964     GOOD             NGS
 AW3524
 AW3524                          STATION DESCRIPTION
 AW3524
 AW3524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3524'0.85 MI SE FROM LYNCHBURG.
 AW3524'ABOUT 0.75 MILE SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3524'SOUTH FERRY LANDING AT LYNCHBURG, ON THE CREST OF A SLIGHT SANDY
 AW3524'KNOLL, ABOUT 150 YARDS WEST OF THE MORE WESTERLY OF TWO LIGHT BEACONS,
 AW3524'147 FEET NORTHEAST OF THE CENTER OF A DIRT LEVEE, ABOUT 57 YARDS
 AW3524'SOUTHWEST OF THE HIGH WATER LINE, 68 FEET NORTHEAST OF THE CENTER LINE
 AW3524'OF A TRACK ROAD, 2.0 FEET SOUTHEAST OF A 4 X 4-INCH POST, AND SET IN
 AW3524'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0076 ***********************************************************************
 BM0076  DESIGNATION -  43 A
 BM0076  PID         -  BM0076
 BM0076  STATE/COUNTY-  TX/GRIMES
 BM0076  USGS QUAD   -  HOWTH (1979)
 BM0076
 BM0076                         *CURRENT SURVEY CONTROL
 BM0076  ___________________________________________________________________
 BM0076* NAD 83(1986)-  30 13 53.     (N)    096 04 09.     (W)     SCALED    
 BM0076* NAVD 88     -        59.28   (+/-2cm)     194.5    (feet)  VERTCON   
 BM0076  ___________________________________________________________________
 BM0076  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BM0076
 BM0076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0076
 BM0076.The horizontal coordinates were scaled from a topographic map and have
 BM0076.an estimated accuracy of +/- 6 seconds.
 BM0076
 BM0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0076.The vertical order pertains to the NGVD 29 superseded value.
 BM0076
 BM0076.The geoid height was determined by GEOID03.
 BM0076
 BM0076;                    North         East    Units  Estimated Accuracy
 BM0076;SPC TX C     - 3,070,470.    1,110,360.      MT  (+/- 180 meters Scaled)
 BM0076
 BM0076                          SUPERSEDED SURVEY CONTROL
 BM0076
 BM0076  NGVD 29 (??/??/92)   59.26   (m)          194.4    (f) COMPUTED    2 0
 BM0076
 BM0076.Superseded values are not recommended for survey control.
 BM0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0076.See file dsdata.txt to determine how the superseded data were derived.
 BM0076
 BM0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU820480(NAD 83)
 BM0076_MARKER: P = PIPE CAP
 BM0076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0076_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0076_STAMPING: PRIM TRAV STA 43A
 BM0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0076
 BM0076  HISTORY     - Date     Condition        Report By
 BM0076  HISTORY     - UNK      MONUMENTED       USGS
 BM0076  HISTORY     - 1934     GOOD             NGS
 BM0076  HISTORY     - 1954     MARK NOT FOUND   NGS
 BM0076  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0076
 BM0076                          STATION DESCRIPTION
 BM0076
 BM0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BM0076'2.3 MI S FROM COURTNEY.
 BM0076'2.3 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS RAILROAD 50 YARDS
 BM0076'NORTH OF MILEPOST 60, 38 FEET WEST OF CENTER OF TRACK.
 BM0076
 BM0076                          STATION RECOVERY (1954)
 BM0076
 BM0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0076'MARK NOT FOUND.
 BM0076
 BM0076                          STATION RECOVERY (1991)
 BM0076
 BM0076'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1844 ***********************************************************************
 BK1844  DESIGNATION -  43 ATSFRR
 BK1844  PID         -  BK1844
 BK1844  STATE/COUNTY-  TX/JASPER
 BK1844  USGS QUAD   -  CALL JUNCTION (1984)
 BK1844
 BK1844                         *CURRENT SURVEY CONTROL
 BK1844  ___________________________________________________________________
 BK1844* NAD 83(1986)-  30 31 40.     (N)    093 55 44.     (W)     SCALED    
 BK1844* NAVD 88     -        32.59   (+/-2cm)     106.9    (feet)  VERTCON   
 BK1844  ___________________________________________________________________
 BK1844  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BK1844
 BK1844  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1844
 BK1844.The horizontal coordinates were scaled from a topographic map and have
 BK1844.an estimated accuracy of +/- 6 seconds.
 BK1844
 BK1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1844.The vertical order pertains to the NGVD 29 superseded value.
 BK1844
 BK1844.The geoid height was determined by GEOID03.
 BK1844
 BK1844;                    North         East    Units  Estimated Accuracy
 BK1844;SPC TX C     - 3,113,150.    1,314,250.      MT  (+/- 180 meters Scaled)
 BK1844
 BK1844                          SUPERSEDED SURVEY CONTROL
 BK1844
 BK1844  NGVD 29 (??/??/??)   32.565  (m)          106.84   (f) ADJUSTED    1 2
 BK1844
 BK1844.Superseded values are not recommended for survey control.
 BK1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1844.See file dsdata.txt to determine how the superseded data were derived.
 BK1844
 BK1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP108776(NAD 83)
 BK1844_MARKER: X = CHISELED CROSS
 BK1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1844_SP_SET: RAIL
 BK1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1844
 BK1844  HISTORY     - Date     Condition        Report By
 BK1844  HISTORY     - UNK      MONUMENTED       CGS
 BK1844  HISTORY     - 1932     GOOD             CGS
 BK1844  HISTORY     - 1934     GOOD             CGS
 BK1844  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1844
 BK1844                          STATION DESCRIPTION
 BK1844
 BK1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1844'4.6 MI N FROM BESSMAY.
 BK1844'4.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1844'STATION AT BESSMAY, JASPER COUNTY, AND ON THE TOP OF VERTICAL MILE
 BK1844'RAIL 43.  A CHISELED CROSS.
 BK1844
 BK1844                          STATION RECOVERY (1934)
 BK1844
 BK1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1844'RECOVERED IN GOOD CONDITION.
 BK1844
 BK1844                          STATION RECOVERY (2004)
 BK1844
 BK1844'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK1844'RAILROAD REMOVED CONCRETE MILE MARKER AND REPLACED IT WITH A STEEL
 BK1844'POST AND MILE MARKER SIGN.  MARKER NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2083 ***********************************************************************
 AN2083  DESIGNATION -  43 ERS
 AN2083  PID         -  AN2083
 AN2083  STATE/COUNTY-  TX/REFUGIO
 AN2083  USGS QUAD   -  LAKE PASTURE (1979)
 AN2083
 AN2083                         *CURRENT SURVEY CONTROL
 AN2083  ___________________________________________________________________
 AN2083* NAD 83(1993)-  28 25 37.19421(N)    097 01 44.91143(W)     ADJUSTED  
 AN2083* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 AN2083  ___________________________________________________________________
 AN2083  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AN2083  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN2083
 AN2083  HORZ ORDER  -  THIRD
 AN2083
 AN2083.The horizontal coordinates were established by classical geodetic methods
 AN2083.and adjusted by the National Geodetic Survey in February 1996..
 AN2083
 AN2083.The orthometric height was scaled from a topographic map.
 AN2083
 AN2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2083
 AN2083.The geoid height was determined by GEOID03.
 AN2083
 AN2083;                    North         East     Units Scale Factor Converg.
 AN2083;SPC TXSC     - 4,067,423.489   793,076.232   MT  0.99998775   +0 57 56.0
 AN2083;SPC TXSC     -13,344,538.56  2,601,950.94   sFT  0.99998775   +0 57 56.0
 AN2083;UTM  14      - 3,146,085.468   693,031.466   MT  1.00005988   +0 56 18.6
 AN2083
 AN2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2083!SPC TXSC     -   1.00000179  x   0.99998775  =   0.99998954
 AN2083!UTM  14      -   1.00000179  x   1.00005988  =   1.00006167
 AN2083
 AN2083:                Primary Azimuth Mark                     Grid Az
 AN2083:SPC TXSC     -  43 AZ MK                                 013 46 29.8
 AN2083:UTM  14      -  43 AZ MK                                 013 48 07.2
 AN2083
 AN2083|---------------------------------------------------------------------|
 AN2083| PID    Reference Object                     Distance      Geod. Az  |
 AN2083|                                                           dddmmss.s |
 AN2083| CV3785 43 AZ MK                                           0144425.8 |
 AN2083| CV3787 43 RM 1                              26.870 METERS 04607     |
 AN2083| CV3788 43 RM 2                              25.196 METERS 19443     |
 AN2083| CV3786 43 RM                                 6.280 METERS 19629     |
 AN2083|---------------------------------------------------------------------|
 AN2083
 AN2083                          SUPERSEDED SURVEY CONTROL
 AN2083
 AN2083  NAD 83(1986)-  28 25 37.20361(N)    097 01 44.89363(W) AD(       ) 3
 AN2083  NAD 27      -  28 25 36.18800(N)    097 01 43.93200(W) AD(       ) 3
 AN2083
 AN2083.Superseded values are not recommended for survey control.
 AN2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2083.See file dsdata.txt to determine how the superseded data were derived.
 AN2083
 AN2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9303146085(NAD 83)
 AN2083_MARKER: DB = BENCH MARK DISK
 AN2083_SETTING: 0 = UNSPECIFIED SETTING
 AN2083
 AN2083  HISTORY     - Date     Condition        Report By
 AN2083  HISTORY     - 1952     MONUMENTED       USGS
 AN2083  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN2083
 AN2083                          STATION DESCRIPTION
 AN2083
 AN2083'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (HSC)
 AN2083'THE STATION IS LOCATED ABOUT 9 MILES WEST-SOUTHWEST OF TIVOLI,
 AN2083'AND 7 MILES EAST-SOUTHEAST OF VIDAURI.
 AN2083'
 AN2083'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 AN2083'202 NEAR THE NORTHERN CITY LIMITS OF REFUGIO, GO NORTHEAST
 AN2083'ON U.S. HIGHWAY 77 FOR 19.95 MILES TO THE JUNCTION OF U.S.
 AN2083'HIGHWAY 77 AND STATE HIGHWAY 113.  TURN RIGHT ON STATE HIGHWAY
 AN2083'113 AND GO SOUTHEAST FOR 6.1 MILES TO A PAVED SIDE ROAD RIGHT.
 AN2083'TURN RIGHT, SOUTHWEST AND GO ON A PAVED ROAD FOR 2.4 MILES TO
 AN2083'SOME RANCH BUILDINGS ON THE RIGHT.  CONTINUE STRAIGHT AHEAD,
 AN2083'SOUTH, ON THE PAVED ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT.
 AN2083'TURN RIGHT, WEST, AND GO 1.35 MILES TO A GATE.  PASS THROUGH THE
 AN2083'GATE AND CONTINUE STRAIGHT AHEAD FOR 0.95 MILE TO A GATE.
 AN2083'PASS THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD, WEST,
 AN2083'FOR 0.5 MILE TO A GATE.  PASS THROUGH THE GATE, TURN
 AN2083'LEFT, SOUTHWEST, AND GO ON A DIM TRACK ROAD FOR 0.65 MILE
 AN2083'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE STRAIGHT
 AN2083'AHEAD, SOUTHWEST, ACROSS COUNTRY FOR 0.85 MILE TO A
 AN2083'NORTH-SOUTH FENCE LINE.  TURN LEFT, SOUTH, AND FOLLOW THE
 AN2083'FENCE LINE FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AN2083'CONTINUE STRAIGHT AHEAD ALONG THE FENCE LINE FOR 0.35
 AN2083'MILE TO A CLUMP OF TREES AND STATION SITE.
 AN2083'
 AN2083'THE STATION MARK IS A USGS BENCH MARK DISK SET IN THE TOP OF
 AN2083'A CONCRETE POST WHICH PROJECTS 6 INCHES.  THE DISK IS STAMPED
 AN2083'53 FEET 43 ERS 1951.  THE MARK IS LOCATED 12 FEET SOUTH OF A
 AN2083'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.
 AN2083'
 AN2083'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP
 AN2083'OF A CONCRETE CYLINDER WHICH PROJECTS 6 INCHES.  THE DISK
 AN2083'IS STAMPED USGS 53 NO 1 1952.  THE MARK IS LOCATED 45 FEET
 AN2083'EAST OF A FENCE LINE AND 18 FEET NORTHWEST OF A TREE.
 AN2083'
 AN2083'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 AN2083'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES.  THE DISK IS STAMPED
 AN2083'USGS 53 NO 2 1952.  THE MARK IS LOCATED 2 FEET EAST OF A FENCE
 AN2083'LINE.
 AN2083'
 AN2083'USGS REFERENCE MARK IS AN IRON PIPE 2 INCHES IN DIAMETER, AND
 AN2083'IT PROJECTS 12 INCHES.  THE MARK IS LOCATED IN A FENCE LINE
 AN2083'2 FEET NORTH OF A FENCE POST WITH R.M. PAINTED ON IT.
 AN2083'
 AN2083'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 AN2083'CYLINDER WHICH PROJECTS 10 INCHES.  THE DISK IS STAMPED USGS 53
 AN2083'1952.  THE MARK IS LOCATED 0.35 MILE NORTH OF THE STATION.
 AN2083'3 FEET SOUTHWEST OF A WHITE WITNESS POST.  AND 2 FEET EAST OF A
 AN2083'FENCE LINE.
 AN2083'
 AN2083'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 AN2083
 AN2083                          STATION RECOVERY (1999)
 AN2083
 AN2083'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1766 ***********************************************************************
 CS1766  DESIGNATION -  431
 CS1766  PID         -  CS1766
 CS1766  STATE/COUNTY-  TX/TARRANT
 CS1766  USGS QUAD   -  HALTOM CITY (1981)
 CS1766
 CS1766                         *CURRENT SURVEY CONTROL
 CS1766  ___________________________________________________________________
 CS1766* NAD 83(1986)-  32 47 42.     (N)    097 18 47.     (W)     SCALED    
 CS1766* NAVD 88     -       186.639  (meters)     612.33   (feet)  ADJUSTED  
 CS1766  ___________________________________________________________________
 CS1766  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS1766  DYNAMIC HT  -         186.421 (meters)     611.62  (feet)  COMP
 CS1766  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 CS1766
 CS1766  VERT ORDER  -  FIRST     CLASS II
 CS1766
 CS1766.The horizontal coordinates were scaled from a topographic map and have
 CS1766.an estimated accuracy of +/- 6 seconds.
 CS1766
 CS1766.The orthometric height was determined by differential leveling
 CS1766.and adjusted by the National Geodetic Survey in June 1991..
 CS1766
 CS1766.The geoid height was determined by GEOID03.
 CS1766
 CS1766.The dynamic height is computed by dividing the NAVD 88
 CS1766.geopotential number by the normal gravity value computed on the
 CS1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1766.degrees latitude (g = 980.6199 gals.).
 CS1766
 CS1766.The modeled gravity was interpolated from observed gravity values.
 CS1766
 CS1766;                    North         East    Units  Estimated Accuracy
 CS1766;SPC TXNC     - 2,125,750.      711,160.      MT  (+/- 180 meters Scaled)
 CS1766
 CS1766                          SUPERSEDED SURVEY CONTROL
 CS1766
 CS1766  NGVD 29 (??/??/92)  186.637  (m)          612.32   (f) ADJ UNCH    1 2
 CS1766
 CS1766.Superseded values are not recommended for survey control.
 CS1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1766.See file dsdata.txt to determine how the superseded data were derived.
 CS1766
 CS1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB579298(NAD 83)
 CS1766_MARKER: DB = BENCH MARK DISK
 CS1766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1766_SP_SET: OVERPASS
 CS1766_STAMPING: 431
 CS1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1766
 CS1766  HISTORY     - Date     Condition        Report By
 CS1766  HISTORY     - UNK      MONUMENTED       TX2450
 CS1766  HISTORY     - 1957     GOOD             NGS
 CS1766  HISTORY     - 1984     GOOD             NGS
 CS1766  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1766
 CS1766                          STATION DESCRIPTION
 CS1766
 CS1766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1766'IN FORT WORTH.
 CS1766'ABOUT 2.8 MILES NORTHEAST OF THE TARRANT COUNTY COURT HOUSE IN FORT
 CS1766'WORTH, IN THE NORTHWEST CORNER OF MT. OLIVET CEMETERY, IN A T. AND
 CS1766'P.R.R. UNDERPASSAT NORTHEAST 28TH STREET, AT THE BASE OF THE FIRST
 CS1766'WINDOW IN THE SOUTH RAILING, FROM THE EAST END OF THE OVERPASS.  A
 CS1766'CITY OF FORT WORTH DISK STAMPED 431 IN A CONCRETE RAILING BASE WHICH
 CS1766'IS THE CURB ALONG THE SOUTH SIDE OF NORTHEAST 28TH STREET OVER THE T.
 CS1766'AND P. TRACKS.
 CS1766
 CS1766                          STATION RECOVERY (1984)
 CS1766
 CS1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1766'RECOVERED IN GOOD CONDITION.
 CS1766
 CS1766                          STATION RECOVERY (1997)
 CS1766
 CS1766'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0045 ***********************************************************************
 AJ0045  DESIGNATION -  431
 AJ0045  PID         -  AJ0045
 AJ0045  STATE/COUNTY-  TX/DUVAL
 AJ0045  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0045
 AJ0045                         *CURRENT SURVEY CONTROL
 AJ0045  ___________________________________________________________________
 AJ0045* NAD 83(1986)-  27 39 56.     (N)    098 22 02.     (W)     SCALED    
 AJ0045* NAVD 88     -       130.808  (meters)     429.16   (feet)  ADJUSTED  
 AJ0045  ___________________________________________________________________
 AJ0045  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AJ0045  DYNAMIC HT  -         130.604 (meters)     428.49  (feet)  COMP
 AJ0045  MODELED GRAV-     979,080.8   (mgal)                       NAVD 88
 AJ0045
 AJ0045  VERT ORDER  -  FIRST     CLASS II
 AJ0045
 AJ0045.The horizontal coordinates were scaled from a topographic map and have
 AJ0045.an estimated accuracy of +/- 6 seconds.
 AJ0045
 AJ0045.The orthometric height was determined by differential leveling
 AJ0045.and adjusted by the National Geodetic Survey in June 1991..
 AJ0045
 AJ0045.The geoid height was determined by GEOID03.
 AJ0045
 AJ0045.The dynamic height is computed by dividing the NAVD 88
 AJ0045.geopotential number by the normal gravity value computed on the
 AJ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0045.degrees latitude (g = 980.6199 gals.).
 AJ0045
 AJ0045.The modeled gravity was interpolated from observed gravity values.
 AJ0045
 AJ0045;                    North         East    Units  Estimated Accuracy
 AJ0045;SPC TX S     - 5,221,470.      313,100.      MT  (+/- 180 meters Scaled)
 AJ0045
 AJ0045                          SUPERSEDED SURVEY CONTROL
 AJ0045
 AJ0045  NGVD 29 (??/??/92)  130.873  (m)          429.37   (f) ADJ UNCH    1 2
 AJ0045
 AJ0045.Superseded values are not recommended for survey control.
 AJ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0045.See file dsdata.txt to determine how the superseded data were derived.
 AJ0045
 AJ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR624603(NAD 83)
 AJ0045_MARKER: P = PIPE CAP
 AJ0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ0045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AJ0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0045
 AJ0045  HISTORY     - Date     Condition        Report By
 AJ0045  HISTORY     - UNK      MONUMENTED       USGS
 AJ0045  HISTORY     - 1933     GOOD             NGS
 AJ0045  HISTORY     - 1934     POOR             NGS
 AJ0045
 AJ0045                          STATION DESCRIPTION
 AJ0045
 AJ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0045'6.8 MI E FROM BENAVIDES.
 AJ0045'ON THE TEXAS-MEXICAN RR. AT MILE POST 98.  45 FT. S OF RAILROAD TRACK.
 AJ0045'BETWEEN RAILROAD AND OLD HIGHWAY IN LINE WITH TELEPHONE POLES. MARK
 AJ0045'IS AN IRON POST WITH BRONZE CAP.  THE CAP HAS BEEN DENTED IN AND THE
 AJ0045'HIGHEST POINT WAS USED.
 AJ0045
 AJ0045                          STATION RECOVERY (1934)
 AJ0045
 AJ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0045'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0392 ***********************************************************************
 DM0392  DESIGNATION -  432
 DM0392  PID         -  DM0392
 DM0392  STATE/COUNTY-  TX/RED RIVER
 DM0392  USGS QUAD   -  CLARKSVILLE (1964)
 DM0392
 DM0392                         *CURRENT SURVEY CONTROL
 DM0392  ___________________________________________________________________
 DM0392* NAD 83(1986)-  33 36 48.     (N)    095 03 04.     (W)     SCALED    
 DM0392* NAVD 88     -       131.771  (meters)     432.32   (feet)  ADJUSTED  
 DM0392  ___________________________________________________________________
 DM0392  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM0392  DYNAMIC HT  -         131.634 (meters)     431.87  (feet)  COMP
 DM0392  MODELED GRAV-     979,593.0   (mgal)                       NAVD 88
 DM0392
 DM0392  VERT ORDER  -  SECOND    CLASS 0
 DM0392
 DM0392.The horizontal coordinates were scaled from a topographic map and have
 DM0392.an estimated accuracy of +/- 6 seconds.
 DM0392
 DM0392.The orthometric height was determined by differential leveling
 DM0392.and adjusted by the National Geodetic Survey in June 1991..
 DM0392
 DM0392.The geoid height was determined by GEOID03.
 DM0392
 DM0392.The dynamic height is computed by dividing the NAVD 88
 DM0392.geopotential number by the normal gravity value computed on the
 DM0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0392.degrees latitude (g = 980.6199 gals.).
 DM0392
 DM0392.The modeled gravity was interpolated from observed gravity values.
 DM0392
 DM0392;                    North         East    Units  Estimated Accuracy
 DM0392;SPC TXNC     - 2,221,120.      919,980.      MT  (+/- 180 meters Scaled)
 DM0392
 DM0392                          SUPERSEDED SURVEY CONTROL
 DM0392
 DM0392  NGVD 29 (??/??/92)  131.766  (m)          432.30   (f) ADJ UNCH    2 0
 DM0392
 DM0392.Superseded values are not recommended for survey control.
 DM0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0392.See file dsdata.txt to determine how the superseded data were derived.
 DM0392
 DM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT097211(NAD 83)
 DM0392_MARKER: DD = SURVEY DISK
 DM0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0392_SP_SET: BUILDING
 DM0392_STAMPING: 432 1908
 DM0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0392
 DM0392  HISTORY     - Date     Condition        Report By
 DM0392  HISTORY     - 1908     MONUMENTED       USGS
 DM0392  HISTORY     - 1934     GOOD             NGS
 DM0392  HISTORY     - 1942     GOOD             NGS
 DM0392
 DM0392                          STATION DESCRIPTION
 DM0392
 DM0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0392'IN CLARKSVILLE.
 DM0392'DISK SET VERTICALLY IN THE STONE WALL IN THE RED RIVER COUNTY
 DM0392'COURTHOUSE.  1 FOOT N OF E ENTRANCE TO COURTHOUSE.
 DM0392
 DM0392                          STATION RECOVERY (1942)
 DM0392
 DM0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 DM0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1568 ***********************************************************************
 CS1568  DESIGNATION -  433
 CS1568  PID         -  CS1568
 CS1568  STATE/COUNTY-  TX/TARRANT
 CS1568  USGS QUAD   -  FORT WORTH (1981)
 CS1568
 CS1568                         *CURRENT SURVEY CONTROL
 CS1568  ___________________________________________________________________
 CS1568* NAD 83(1986)-  32 43 27.     (N)    097 21 39.     (W)     SCALED    
 CS1568* NAVD 88     -       172.493  (meters)     565.92   (feet)  POSTED    
 CS1568  ___________________________________________________________________
 CS1568  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS1568  DYNAMIC HT  -         172.290 (meters)     565.25  (feet)  COMP
 CS1568  MODELED GRAV-     979,459.5   (mgal)                       NAVD 88
 CS1568
 CS1568  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CS1568
 CS1568.The horizontal coordinates were scaled from a topographic map and have
 CS1568.an estimated accuracy of +/- 6 seconds.
 CS1568
 CS1568.The orthometric height was determined by differential leveling
 CS1568.and adjusted by the National Geodetic Survey in 1992..
 CS1568.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CS1568.rate of 0.0 thru 1.0 mm/km.
 CS1568
 CS1568.The geoid height was determined by GEOID03.
 CS1568
 CS1568.The dynamic height is computed by dividing the NAVD 88
 CS1568.geopotential number by the normal gravity value computed on the
 CS1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1568.degrees latitude (g = 980.6199 gals.).
 CS1568
 CS1568.The modeled gravity was interpolated from observed gravity values.
 CS1568
 CS1568;                    North         East    Units  Estimated Accuracy
 CS1568;SPC TXNC     - 2,117,850.      706,780.      MT  (+/- 180 meters Scaled)
 CS1568
 CS1568                          SUPERSEDED SURVEY CONTROL
 CS1568
 CS1568  NGVD 29 (??/??/92)  172.492  (m)          565.92   (f) ADJ UNCH    1 2
 CS1568
 CS1568.Superseded values are not recommended for survey control.
 CS1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1568.See file dsdata.txt to determine how the superseded data were derived.
 CS1568
 CS1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB536218(NAD 83)
 CS1568_MARKER: DB = BENCH MARK DISK
 CS1568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1568_SP_SET: BRIDGE CURB
 CS1568_STAMPING: 433
 CS1568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1568+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2002
 CS1568
 CS1568  HISTORY     - Date     Condition        Report By
 CS1568  HISTORY     - UNK      MONUMENTED       TX2450
 CS1568  HISTORY     - 1956     GOOD             NGS
 CS1568  HISTORY     - 1989     GOOD             USPSQD
 CS1568  HISTORY     - 1991     GOOD             USPSQD
 CS1568  HISTORY     - 20010201 GOOD             USPSQD
 CS1568  HISTORY     - 20020424 GOOD             GEOCAC
 CS1568  HISTORY     - 20051119 GOOD             USPSQD
 CS1568
 CS1568                          STATION DESCRIPTION
 CS1568
 CS1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1568'IN FORT WORTH.
 CS1568'2.8 MILES SOUTHWEST OF THE COUNTY COURT HOUSE IN FORT WORTH, IN
 CS1568'TRINITY PARK, ABOUT 7 FEET SOUTH OF THE NORTH END OF THE EAST CURB ON
 CS1568'THE TRINITY RIVER BRIDGE ON UNIVERSITY DRIVE.  IT IS IN THE WEST OR
 CS1568'SOUTH BOUND TRAFFIC BRIDGE.  A BRONZE DISK ABOUT 2 INCHES IN DIAMETER
 CS1568'STAMPED 433 SET IN THE CONCRETE CURB.
 CS1568
 CS1568                          STATION RECOVERY (1989)
 CS1568
 CS1568'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1568'RECOVERED IN GOOD CONDITION.
 CS1568
 CS1568                          STATION RECOVERY (1991)
 CS1568
 CS1568'RECOVERY NOTE BY US POWER SQUADRON 1991 (LTS)
 CS1568'RECOVERED IN GOOD CONDITION.
 CS1568
 CS1568                          STATION RECOVERY (2001)
 CS1568
 CS1568'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1568'RECOVERED IN GOOD CONDITION.
 CS1568
 CS1568                          STATION RECOVERY (2002)
 CS1568
 CS1568'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1568'THE DESCRIPTION SHOULD READ IN THE MIDDLE OF THE WESTERN (SOUTHBOUND)
 CS1568'BRIDGE, ON THE EASTERN CURB. THE BRIDGE WAS EXTENDED SEVERAL YEARS AGO
 CS1568'WHEN THE RIVER WAS DREDGED AND WIDENED.
 CS1568' 
 CS1568' 
 CS1568
 CS1568                          STATION RECOVERY (2005)
 CS1568
 CS1568'RECOVERY NOTE BY US POWER SQUADRON 2005 (JD)
 CS1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1302 ***********************************************************************
 AX1302  DESIGNATION -  433 SA
 AX1302  PID         -  AX1302
 AX1302  STATE/COUNTY-  TX/BASTROP
 AX1302  USGS QUAD   -  TOGO (1981)
 AX1302
 AX1302                         *CURRENT SURVEY CONTROL
 AX1302  ___________________________________________________________________
 AX1302* NAD 83(1986)-  29 59 05.     (N)    097 11 35.     (W)     SCALED    
 AX1302* NAVD 88     -       129.81   (+/-2cm)     425.9    (feet)  VERTCON   
 AX1302  ___________________________________________________________________
 AX1302  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AX1302
 AX1302  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1302
 AX1302.The horizontal coordinates were scaled from a topographic map and have
 AX1302.an estimated accuracy of +/- 6 seconds.
 AX1302
 AX1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1302.The vertical order pertains to the NGVD 29 superseded value.
 AX1302
 AX1302.The geoid height was determined by GEOID03.
 AX1302
 AX1302;                    North         East    Units  Estimated Accuracy
 AX1302;SPC TX C     - 3,039,540.    1,003,010.      MT  (+/- 180 meters Scaled)
 AX1302
 AX1302                          SUPERSEDED SURVEY CONTROL
 AX1302
 AX1302  NGVD 29 (??/??/92)  129.754  (m)          425.70   (f) ADJ UNCH    1 2
 AX1302
 AX1302.Superseded values are not recommended for survey control.
 AX1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1302.See file dsdata.txt to determine how the superseded data were derived.
 AX1302
 AX1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU743184(NAD 83)
 AX1302_MARKER: P = PIPE CAP
 AX1302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1302_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1302_STAMPING: 425.531 433 SA
 AX1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1302
 AX1302  HISTORY     - Date     Condition        Report By
 AX1302  HISTORY     - UNK      MONUMENTED       USGS
 AX1302  HISTORY     - 1943     GOOD             NGS
 AX1302
 AX1302                          STATION DESCRIPTION
 AX1302
 AX1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1302'2.6 MI W FROM SMITHVILLE.
 AX1302'2.6 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1302'STATION AT SMITHVILLE, ABOUT 15 POLES EAST OF MILEPOST 3, AT THE TOP
 AX1302'OF A SMALL RIDGE, 22 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 AX1302'ABOUT 3 FEET HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 AX1302'STANDARD CAP, STAMPED 425.531 433 SA AND RIVETED ON THE TOP OF A 3-1/2
 AX1302'INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1432 ***********************************************************************
 AX1432  DESIGNATION -  435 SA
 AX1432  PID         -  AX1432
 AX1432  STATE/COUNTY-  TX/FAYETTE
 AX1432  USGS QUAD   -  CISTERN (1981)
 AX1432
 AX1432                         *CURRENT SURVEY CONTROL
 AX1432  ___________________________________________________________________
 AX1432* NAD 83(1986)-  29 45 55.     (N)    097 10 31.     (W)     SCALED    
 AX1432* NAVD 88     -       130.30   (+/-2cm)     427.5    (feet)  VERTCON   
 AX1432  ___________________________________________________________________
 AX1432  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AX1432
 AX1432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1432
 AX1432.The horizontal coordinates were scaled from a topographic map and have
 AX1432.an estimated accuracy of +/- 6 seconds.
 AX1432
 AX1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1432.The vertical order pertains to the NGVD 29 superseded value.
 AX1432
 AX1432.The geoid height was determined by GEOID03.
 AX1432
 AX1432;                    North         East    Units  Estimated Accuracy
 AX1432;SPC TXSC     - 4,215,490.      776,450.      MT  (+/- 180 meters Scaled)
 AX1432
 AX1432                          SUPERSEDED SURVEY CONTROL
 AX1432
 AX1432  NGVD 29 (??/??/92)  130.255  (m)          427.34   (f) ADJ UNCH    2 0
 AX1432
 AX1432.Superseded values are not recommended for survey control.
 AX1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1432.See file dsdata.txt to determine how the superseded data were derived.
 AX1432
 AX1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT764941(NAD 83)
 AX1432_MARKER: P = PIPE CAP
 AX1432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1432_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1432_STAMPING: 435 SA 166
 AX1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1432
 AX1432  HISTORY     - Date     Condition        Report By
 AX1432  HISTORY     - UNK      MONUMENTED       USGS
 AX1432  HISTORY     - 1943     GOOD             NGS
 AX1432  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1432
 AX1432                          STATION DESCRIPTION
 AX1432
 AX1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1432'4.5 MI SE FROM CISTERN.
 AX1432'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION
 AX1432'AT CISTERN, FAYETTE COUNTY, 0.3 MILE SOUTHEAST OF COLONY, AT A T-ROAD
 AX1432'JUNCTION, 81 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY. 45 FEET
 AX1432'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH DIRT ROAD, AND 3 FEET
 AX1432'NORTH OF A WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL
 AX1432'SURVEY STANDARD CAP, STAMPED 435 SA 166 AND RIVETED ON THE TOP OF A
 AX1432'3-1/2-INCH IRON PIPE.
 AX1432
 AX1432                          STATION RECOVERY (1997)
 AX1432
 AX1432'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2151 ***********************************************************************
 CS2151  DESIGNATION -  436
 CS2151  PID         -  CS2151
 CS2151  STATE/COUNTY-  TX/JOHNSON
 CS2151  USGS QUAD   -  CLEBURNE WEST (1978)
 CS2151
 CS2151                         *CURRENT SURVEY CONTROL
 CS2151  ___________________________________________________________________
 CS2151* NAD 83(1986)-  32 22 21.     (N)    097 23 49.     (W)     SCALED    
 CS2151* NAVD 88     -       241.467  (meters)     792.21   (feet)  ADJUSTED  
 CS2151  ___________________________________________________________________
 CS2151  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS2151  DYNAMIC HT  -         241.174 (meters)     791.25  (feet)  COMP
 CS2151  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 CS2151
 CS2151  VERT ORDER  -  SECOND    CLASS 0
 CS2151
 CS2151.The horizontal coordinates were scaled from a topographic map and have
 CS2151.an estimated accuracy of +/- 6 seconds.
 CS2151
 CS2151.The orthometric height was determined by differential leveling
 CS2151.and adjusted by the National Geodetic Survey in June 1991..
 CS2151
 CS2151.The geoid height was determined by GEOID03.
 CS2151
 CS2151.The dynamic height is computed by dividing the NAVD 88
 CS2151.geopotential number by the normal gravity value computed on the
 CS2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2151.degrees latitude (g = 980.6199 gals.).
 CS2151
 CS2151.The modeled gravity was interpolated from observed gravity values.
 CS2151
 CS2151;                    North         East    Units  Estimated Accuracy
 CS2151;SPC TXNC     - 2,078,820.      703,800.      MT  (+/- 180 meters Scaled)
 CS2151
 CS2151                          SUPERSEDED SURVEY CONTROL
 CS2151
 CS2151  NGVD 29 (??/??/92)  241.448  (m)          792.15   (f) ADJ UNCH    2 0
 CS2151
 CS2151.Superseded values are not recommended for survey control.
 CS2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2151.See file dsdata.txt to determine how the superseded data were derived.
 CS2151
 CS2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA508828(NAD 83)
 CS2151_MARKER: DB = BENCH MARK DISK
 CS2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2151_STAMPING: 436
 CS2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2151+STABILITY: SURFACE MOTION
 CS2151
 CS2151  HISTORY     - Date     Condition        Report By
 CS2151  HISTORY     - UNK      MONUMENTED       TXGS
 CS2151  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2151  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2151
 CS2151                          STATION DESCRIPTION
 CS2151
 CS2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2151'1.0 MI NW FROM CLEBURNE.
 CS2151'ABOUT 1.0 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2151'FROM THE STATION AT CLEBURNE, JOHNSON COUNTY, ABOUT 110 FEET EAST OF
 CS2151'MILEPOST 1, AT THE CROSSING OF STATE HIGHWAY 122, 60 FEET WEST OF THE
 CS2151'CENTER LINE OF THE TRACK, AND 15 FEET NORTH OF THE CENTER LINE OF THE
 CS2151'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 436 AND SET IN THE TOP
 CS2151'OF A CONCRETE POST.  NOTE-- IT IS BELIEVE THE MARK WAS DESTROYED
 CS2151'DURING CONSTRUCTION WORK WHEN STATE HIGHWAY 171 WAS BUILT. THE
 CS2151'ORIGINAL MEASUREMENTS PLACED THE MARK TO HAVE BEEN WHERE THERE IS NOW
 CS2151'A DRAINAGE DITCH.
 CS2151
 CS2151                          STATION RECOVERY (1999)
 CS2151
 CS2151'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2152 ***********************************************************************
 CS2152  DESIGNATION -  437
 CS2152  PID         -  CS2152
 CS2152  STATE/COUNTY-  TX/JOHNSON
 CS2152  USGS QUAD   -  JOSHUA (1978)
 CS2152
 CS2152                         *CURRENT SURVEY CONTROL
 CS2152  ___________________________________________________________________
 CS2152* NAD 83(1986)-  32 23 10.     (N)    097 24 49.     (W)     SCALED    
 CS2152* NAVD 88     -       256.303  (meters)     840.89   (feet)  ADJUSTED  
 CS2152  ___________________________________________________________________
 CS2152  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CS2152  DYNAMIC HT  -         255.991 (meters)     839.86  (feet)  COMP
 CS2152  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 CS2152
 CS2152  VERT ORDER  -  SECOND    CLASS 0
 CS2152
 CS2152.The horizontal coordinates were scaled from a topographic map and have
 CS2152.an estimated accuracy of +/- 6 seconds.
 CS2152
 CS2152.The orthometric height was determined by differential leveling
 CS2152.and adjusted by the National Geodetic Survey in June 1991..
 CS2152
 CS2152.The geoid height was determined by GEOID03.
 CS2152
 CS2152.The dynamic height is computed by dividing the NAVD 88
 CS2152.geopotential number by the normal gravity value computed on the
 CS2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2152.degrees latitude (g = 980.6199 gals.).
 CS2152
 CS2152.The modeled gravity was interpolated from observed gravity values.
 CS2152
 CS2152;                    North         East    Units  Estimated Accuracy
 CS2152;SPC TXNC     - 2,080,310.      702,220.      MT  (+/- 180 meters Scaled)
 CS2152
 CS2152                          SUPERSEDED SURVEY CONTROL
 CS2152
 CS2152  NGVD 29 (??/??/92)  256.283  (m)          840.82   (f) ADJ UNCH    2 0
 CS2152
 CS2152.Superseded values are not recommended for survey control.
 CS2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2152.See file dsdata.txt to determine how the superseded data were derived.
 CS2152
 CS2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA492843(NAD 83)
 CS2152_MARKER: DD = SURVEY DISK
 CS2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2152_STAMPING: 437
 CS2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2152+STABILITY: SURFACE MOTION
 CS2152
 CS2152  HISTORY     - Date     Condition        Report By
 CS2152  HISTORY     - UNK      MONUMENTED       TXGS
 CS2152  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2152  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2152
 CS2152                          STATION DESCRIPTION
 CS2152
 CS2152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2152'2.75 MI NW FROM CLEBURNE.
 CS2152'ABOUT 2.3 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 CS2152'RAILWAY FROM THE STATION AT CLEBURNE, JOHNSON COUNTY, AT A ROAD
 CS2152'CROSSING 48 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 14 FEET
 CS2152'NORTHWEST OF THE CENTER LINE OF THE ROAD.  A STATE SURVEY STANDARD
 CS2152'DISK, STAMPED 437 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS
 CS2152'BELIEVED THE MARK HAS BEEN DESTROYED OR WAS COVERED WHEN EXCAVATION
 CS2152'WAS DONE FOR REBUILDING OF THE RAIL ROAD TRACKS.
 CS2152
 CS2152                          STATION RECOVERY (1999)
 CS2152
 CS2152'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0171 ***********************************************************************
 CE0171  DESIGNATION -  4383
 CE0171  PID         -  CE0171
 CE0171  STATE/COUNTY-  TX/EL PASO
 CE0171  USGS QUAD   -  HELMS WEST WELL (1995)
 CE0171
 CE0171                         *CURRENT SURVEY CONTROL
 CE0171  ___________________________________________________________________
 CE0171* NAD 83(1986)-  31 50 01.     (N)    106 03 26.     (W)     SCALED    
 CE0171* NAVD 88     -      1336.647  (meters)    4385.32   (feet)  ADJUSTED  
 CE0171  ___________________________________________________________________
 CE0171  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CE0171  DYNAMIC HT  -        1334.616 (meters)    4378.65  (feet)  COMP
 CE0171  MODELED GRAV-     979,073.5   (mgal)                       NAVD 88
 CE0171
 CE0171  VERT ORDER  -  FIRST     CLASS II
 CE0171
 CE0171.The horizontal coordinates were scaled from a topographic map and have
 CE0171.an estimated accuracy of +/- 6 seconds.
 CE0171
 CE0171.The orthometric height was determined by differential leveling
 CE0171.and adjusted by the National Geodetic Survey in June 1991..
 CE0171
 CE0171.The geoid height was determined by GEOID03.
 CE0171
 CE0171.The dynamic height is computed by dividing the NAVD 88
 CE0171.geopotential number by the normal gravity value computed on the
 CE0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0171.degrees latitude (g = 980.6199 gals.).
 CE0171
 CE0171.The modeled gravity was interpolated from observed gravity values.
 CE0171
 CE0171;                    North         East    Units  Estimated Accuracy
 CE0171;SPC TX C     - 3,254,160.      158,400.      MT  (+/- 180 meters Scaled)
 CE0171
 CE0171                          SUPERSEDED SURVEY CONTROL
 CE0171
 CE0171  NGVD 29 (??/??/92) 1335.98   (m)         4383.1    (f) COMPUTED    1 2
 CE0171
 CE0171.Superseded values are not recommended for survey control.
 CE0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0171.See file dsdata.txt to determine how the superseded data were derived.
 CE0171
 CE0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR999224(NAD 83)
 CE0171_MARKER: B = BOLT
 CE0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CE0171_SP_SET: BRIDGE
 CE0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0171
 CE0171  HISTORY     - Date     Condition        Report By
 CE0171  HISTORY     - UNK      MONUMENTED       LOCSUR
 CE0171  HISTORY     - 1958     GOOD             NGS
 CE0171
 CE0171                          STATION DESCRIPTION
 CE0171
 CE0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0171'26.2 MI E FROM EL PASO.
 CE0171'26.2 MILES EAST OF CITY HALL 21.6 MILES EAST OF LOOP 16 AT CONCRETE
 CE0171'BRIDGE NO. STT-50, IN THE TOP OF THE SOUTHWEST CORNER OF THE CURB, A
 CE0171'BRASS DISK WITH AN IRON BOLT THROUGH THE CENTER.  NOTE-- A NEW BRIDGE
 CE0171'HAS BEEN BUILT AND THE MARK IS BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0565 ***********************************************************************
 CR0565  DESIGNATION -  439.4
 CR0565  PID         -  CR0565
 CR0565  STATE/COUNTY-  TX/HENDERSON
 CR0565  USGS QUAD   -  CROSS ROADS (1984)
 CR0565
 CR0565                         *CURRENT SURVEY CONTROL
 CR0565  ___________________________________________________________________
 CR0565* NAD 83(1986)-  32 05 45.     (N)    095 53 56.     (W)     SCALED    
 CR0565* NAVD 88     -       134.105  (meters)     439.98   (feet)  ADJUSTED  
 CR0565  ___________________________________________________________________
 CR0565  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0565  DYNAMIC HT  -         133.948 (meters)     439.46  (feet)  COMP
 CR0565  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 CR0565
 CR0565  VERT ORDER  -  SECOND    CLASS 0
 CR0565
 CR0565.The horizontal coordinates were scaled from a topographic map and have
 CR0565.an estimated accuracy of +/- 6 seconds.
 CR0565
 CR0565.The orthometric height was determined by differential leveling
 CR0565.and adjusted by the National Geodetic Survey in June 1991..
 CR0565
 CR0565.The geoid height was determined by GEOID03.
 CR0565
 CR0565.The dynamic height is computed by dividing the NAVD 88
 CR0565.geopotential number by the normal gravity value computed on the
 CR0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0565.degrees latitude (g = 980.6199 gals.).
 CR0565
 CR0565.The modeled gravity was interpolated from observed gravity values.
 CR0565
 CR0565;                    North         East    Units  Estimated Accuracy
 CR0565;SPC TXNC     - 2,050,630.      845,510.      MT  (+/- 180 meters Scaled)
 CR0565
 CR0565                          SUPERSEDED SURVEY CONTROL
 CR0565
 CR0565  NGVD 29 (??/??/92)  134.106  (m)          439.98   (f) ADJ UNCH    2 0
 CR0565
 CR0565.Superseded values are not recommended for survey control.
 CR0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0565.See file dsdata.txt to determine how the superseded data were derived.
 CR0565
 CR0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR264547(NAD 83)
 CR0565_MARKER: N = NAIL
 CR0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0565_SP_SET: TREE
 CR0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0565
 CR0565  HISTORY     - Date     Condition        Report By
 CR0565  HISTORY     - UNK      MONUMENTED       USGS
 CR0565  HISTORY     - 1947     GOOD             NGS
 CR0565
 CR0565                          STATION DESCRIPTION
 CR0565
 CR0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0565'7.7 MI E FROM CROSS ROADS.
 CR0565'4.0 MILES NORTHEAST ALONG FARM HIGHWAY 59 FROM CROSS ROADS SCHOOL,
 CR0565'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST ALONG A
 CR0565'DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.4 MILE
 CR0565'EAST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 CR0565'THENCE 1.2 MILES NORTHEAST ALONG A DIRT ROAD TO A T ROAD JUNCTION AND
 CR0565'THE SITE OF THE MARK, ABOUT 160 FEET NORTH OF A POWER LINE, 68 FEET
 CR0565'SOUTHEAST OF THE CENTER LINE OF A T ROAD LEADING SOUTHWEST, 22 FEET
 CR0565'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD.  A COPPER NAIL AND
 CR0565'WASHER SET IN THE BASE OF AN 8 INCH OAK TREE WHICH IS PAINTED USBM
 CR0565'439.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0216 ***********************************************************************
 CD0216  DESIGNATION -  4395
 CD0216  PID         -  CD0216
 CD0216  STATE/COUNTY-  TX/HUDSPETH
 CD0216  USGS QUAD   -  HACKETT PEAK (1964)
 CD0216
 CD0216                         *CURRENT SURVEY CONTROL
 CD0216  ___________________________________________________________________
 CD0216* NAD 83(1986)-  31 03 23.     (N)    104 55 13.     (W)     SCALED    
 CD0216* NAVD 88     -      1342.575  (meters)    4404.76   (feet)  ADJUSTED  
 CD0216  ___________________________________________________________________
 CD0216  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0216  DYNAMIC HT  -        1340.440 (meters)    4397.76  (feet)  COMP
 CD0216  MODELED GRAV-     979,003.3   (mgal)                       NAVD 88
 CD0216
 CD0216  VERT ORDER  -  FIRST     CLASS II
 CD0216
 CD0216.The horizontal coordinates were scaled from a topographic map and have
 CD0216.an estimated accuracy of +/- 6 seconds.
 CD0216
 CD0216.The orthometric height was determined by differential leveling
 CD0216.and adjusted by the National Geodetic Survey in June 1991..
 CD0216
 CD0216.The geoid height was determined by GEOID03.
 CD0216
 CD0216.The dynamic height is computed by dividing the NAVD 88
 CD0216.geopotential number by the normal gravity value computed on the
 CD0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0216.degrees latitude (g = 980.6199 gals.).
 CD0216
 CD0216.The modeled gravity was interpolated from observed gravity values.
 CD0216
 CD0216;                    North         East    Units  Estimated Accuracy
 CD0216;SPC TX C     - 3,163,080.      262,360.      MT  (+/- 180 meters Scaled)
 CD0216
 CD0216                          SUPERSEDED SURVEY CONTROL
 CD0216
 CD0216  NGVD 29 (??/??/92) 1342.026  (m)         4402.96   (f) ADJ UNCH    1 2
 CD0216
 CD0216.Superseded values are not recommended for survey control.
 CD0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0216.See file dsdata.txt to determine how the superseded data were derived.
 CD0216
 CD0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ076358(NAD 83)
 CD0216_MARKER: DD = SURVEY DISK
 CD0216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0216_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0216_STAMPING: 4403.4 VAN HN 1093
 CD0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0216
 CD0216  HISTORY     - Date     Condition        Report By
 CD0216  HISTORY     - 1903     MONUMENTED       USGS
 CD0216  HISTORY     - 1956     GOOD             NGS
 CD0216
 CD0216                          STATION DESCRIPTION
 CD0216
 CD0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0216'5.65 MI W FROM VAN HORN.
 CD0216'5.65 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0216'AT VAN HORN, 2 1/2 POLES WEST OF MILEPOST 741, 104 YARDS NORTH OF THE
 CD0216'NORTH RAIL, 57 FEET NORTH OF THE CENTER LINE OF A LEVEE, 60 FEET SOUTH
 CD0216'OF THE CENTER OF A WASH, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 CD0216'WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0217 ***********************************************************************
 DQ0217  DESIGNATION -  44
 DQ0217  PID         -  DQ0217
 DQ0217  STATE/COUNTY-  TX/COCHRAN
 DQ0217  USGS QUAD   -  WHITEFACE SW (1970)
 DQ0217
 DQ0217                         *CURRENT SURVEY CONTROL
 DQ0217  ___________________________________________________________________
 DQ0217* NAD 83(1986)-  33 37 00.     (N)    102 41 35.     (W)     SCALED    
 DQ0217* NAVD 88     -      1137.246  (meters)    3731.11   (feet)  ADJUSTED  
 DQ0217  ___________________________________________________________________
 DQ0217  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 DQ0217  DYNAMIC HT  -        1135.751 (meters)    3726.21  (feet)  COMP
 DQ0217  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 DQ0217
 DQ0217  VERT ORDER  -  SECOND    CLASS 0
 DQ0217
 DQ0217.The horizontal coordinates were scaled from a topographic map and have
 DQ0217.an estimated accuracy of +/- 6 seconds.
 DQ0217
 DQ0217.The orthometric height was determined by differential leveling
 DQ0217.and adjusted by the National Geodetic Survey in June 1991..
 DQ0217.WARNING-Repeat measurements at this control monument indicate possible
 DQ0217.vertical movement.
 DQ0217
 DQ0217.The geoid height was determined by GEOID03.
 DQ0217
 DQ0217.The dynamic height is computed by dividing the NAVD 88
 DQ0217.geopotential number by the normal gravity value computed on the
 DQ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0217.degrees latitude (g = 980.6199 gals.).
 DQ0217
 DQ0217.The modeled gravity was interpolated from observed gravity values.
 DQ0217
 DQ0217;                    North         East    Units  Estimated Accuracy
 DQ0217;SPC TXNC     - 2,224,000.      211,030.      MT  (+/- 180 meters Scaled)
 DQ0217
 DQ0217                          SUPERSEDED SURVEY CONTROL
 DQ0217
 DQ0217  NGVD 29 (??/??/92) 1136.823  (m)         3729.73   (f) ADJ UNCH    2 0
 DQ0217
 DQ0217.Superseded values are not recommended for survey control.
 DQ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0217.See file dsdata.txt to determine how the superseded data were derived.
 DQ0217
 DQ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT140220(NAD 83)
 DQ0217_MARKER: B = BOLT
 DQ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0217+STABILITY: SURFACE MOTION
 DQ0217
 DQ0217  HISTORY     - Date     Condition        Report By
 DQ0217  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0217  HISTORY     - 1943     GOOD             NGS
 DQ0217  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0217
 DQ0217                          STATION DESCRIPTION
 DQ0217
 DQ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DQ0217'6.5 MI E FROM LEHMAN.
 DQ0217'6.5 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0217'STATION AT LEHMAN, COCHRAN COUNTY, 100 FEET NORTH-NORTHEAST OF
 DQ0217'MILEPOST 44, AT A ROAD CROSSING, 119 FEET WEST OF THE CENTERLINE OF
 DQ0217'THE NORTH-AND-SOUTH ROAD, 48 FEET NORTH OF THE CENTERLINE OF THE
 DQ0217'TRACK, AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A TRACK BOLT
 DQ0217'SET IN THE TOP OF A CONCRETE POST.
 DQ0217
 DQ0217                          STATION RECOVERY (1971)
 DQ0217
 DQ0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1455 ***********************************************************************
 BL1455  DESIGNATION -  44
 BL1455  PID         -  BL1455
 BL1455  STATE/COUNTY-  TX/GRIMES
 BL1455  USGS QUAD   -  PLANTERSVILLE (1962)
 BL1455
 BL1455                         *CURRENT SURVEY CONTROL
 BL1455  ___________________________________________________________________
 BL1455* NAD 83(1986)-  30 20 22.     (N)    095 51 23.     (W)     SCALED    
 BL1455* NAVD 88     -        90.01   (+/-2cm)     295.3    (feet)  VERTCON   
 BL1455  ___________________________________________________________________
 BL1455  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL1455
 BL1455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1455
 BL1455.The horizontal coordinates were scaled from a topographic map and have
 BL1455.an estimated accuracy of +/- 6 seconds.
 BL1455
 BL1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1455.The vertical order pertains to the NGVD 29 superseded value.
 BL1455
 BL1455.The geoid height was determined by GEOID03.
 BL1455
 BL1455;                    North         East    Units  Estimated Accuracy
 BL1455;SPC TX C     - 3,083,240.    1,130,350.      MT  (+/- 180 meters Scaled)
 BL1455
 BL1455                          SUPERSEDED SURVEY CONTROL
 BL1455
 BL1455  NGVD 29 (??/??/92)   89.993  (m)          295.25   (f) ADJ UNCH    2 0
 BL1455
 BL1455.Superseded values are not recommended for survey control.
 BL1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1455.See file dsdata.txt to determine how the superseded data were derived.
 BL1455
 BL1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP253598(NAD 83)
 BL1455_MARKER: Z = SEE DESCRIPTION
 BL1455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1455_SP_SET: RAIL
 BL1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1455
 BL1455  HISTORY     - Date     Condition        Report By
 BL1455  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL1455  HISTORY     - 1954     GOOD             NGS
 BL1455
 BL1455                          STATION DESCRIPTION
 BL1455
 BL1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1455'0.6 MI NE FROM PLANTERSVILLE.
 BL1455'0.6 MILE NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BL1455'THE STATION AT PLANTERSVILLE, 45 FEET NORTH OF THE NORTH RAIL, 19.6
 BL1455'FEET NORTHWEST OF MILEPOST 44, 1.2 FEET SOUTH OF A FENCE, THE TOP OF A
 BL1455'VERTICAL SECTION OF RAIL WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1846 ***********************************************************************
 BK1846  DESIGNATION -  44 ATSFRR
 BK1846  PID         -  BK1846
 BK1846  STATE/COUNTY-  TX/JASPER
 BK1846  USGS QUAD   -  CALL JUNCTION (1984)
 BK1846
 BK1846                         *CURRENT SURVEY CONTROL
 BK1846  ___________________________________________________________________
 BK1846* NAD 83(1986)-  30 32 31.     (N)    093 55 27.     (W)     SCALED    
 BK1846* NAVD 88     -        30.46   (+/-2cm)      99.9    (feet)  VERTCON   
 BK1846  ___________________________________________________________________
 BK1846  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BK1846
 BK1846  VERT ORDER  -  ? (See Below)
 BK1846
 BK1846.The horizontal coordinates were scaled from a topographic map and have
 BK1846.an estimated accuracy of +/- 6 seconds.
 BK1846
 BK1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1846.The vertical order pertains to the NGVD 29 superseded value.
 BK1846
 BK1846.The geoid height was determined by GEOID03.
 BK1846
 BK1846;                    North         East    Units  Estimated Accuracy
 BK1846;SPC TX C     - 3,114,740.    1,314,620.      MT  (+/- 180 meters Scaled)
 BK1846
 BK1846                          SUPERSEDED SURVEY CONTROL
 BK1846
 BK1846  NGVD 29 (??/??/??)   30.443  (m)           99.88   (f) ADJUSTED    ?  
 BK1846
 BK1846.Superseded values are not recommended for survey control.
 BK1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1846.See file dsdata.txt to determine how the superseded data were derived.
 BK1846
 BK1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP113792(NAD 83)
 BK1846_MARKER: X = CHISELED CROSS
 BK1846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1846_SP_SET: RAIL
 BK1846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1846
 BK1846  HISTORY     - Date     Condition        Report By
 BK1846  HISTORY     - UNK      MONUMENTED       CGS
 BK1846  HISTORY     - 1932     GOOD             CGS
 BK1846  HISTORY     - 1934     GOOD             CGS
 BK1846  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1846
 BK1846                          STATION DESCRIPTION
 BK1846
 BK1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1846'5.6 MI N FROM BESSMAY.
 BK1846'5.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1846'STATION AT BESSMAY, JASPER COUNTY, AND ON THE TOP OF VERTICAL MILE
 BK1846'RAIL 44.  A CHISELED CROSS.
 BK1846
 BK1846                          STATION RECOVERY (1934)
 BK1846
 BK1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1846'RECOVERED IN GOOD CONDITION.
 BK1846
 BK1846                          STATION RECOVERY (2004)
 BK1846
 BK1846'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK1846'RAILROAD REMOVED CONCRETE MILE MARKER AND REPLACED IT WITH A STEEL
 BK1846'POST AND MILE MARKER SIGN.  MARKER NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2356 ***********************************************************************
 BY2356  DESIGNATION -  44 G
 BY2356  PID         -  BY2356
 BY2356  STATE/COUNTY-  TX/ANDERSON
 BY2356  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2356
 BY2356                         *CURRENT SURVEY CONTROL
 BY2356  ___________________________________________________________________
 BY2356* NAD 83(1986)-  31 45 45.     (N)    095 48 20.     (W)     SCALED    
 BY2356* NAVD 88     -        96.675  (meters)     317.17   (feet)  ADJUSTED  
 BY2356  ___________________________________________________________________
 BY2356  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BY2356  DYNAMIC HT  -          96.559 (meters)     316.79  (feet)  COMP
 BY2356  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 BY2356
 BY2356  VERT ORDER  -  SECOND    CLASS 0
 BY2356
 BY2356.The horizontal coordinates were scaled from a topographic map and have
 BY2356.an estimated accuracy of +/- 6 seconds.
 BY2356
 BY2356.The orthometric height was determined by differential leveling
 BY2356.and adjusted by the National Geodetic Survey in June 1991..
 BY2356
 BY2356.The geoid height was determined by GEOID03.
 BY2356
 BY2356.The dynamic height is computed by dividing the NAVD 88
 BY2356.geopotential number by the normal gravity value computed on the
 BY2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2356.degrees latitude (g = 980.6199 gals.).
 BY2356
 BY2356.The modeled gravity was interpolated from observed gravity values.
 BY2356
 BY2356;                    North         East    Units  Estimated Accuracy
 BY2356;SPC TX C     - 3,241,070.    1,128,810.      MT  (+/- 180 meters Scaled)
 BY2356
 BY2356                          SUPERSEDED SURVEY CONTROL
 BY2356
 BY2356  NGVD 29 (??/??/92)   96.653  (m)          317.10   (f) ADJ UNCH    2 0
 BY2356
 BY2356.Superseded values are not recommended for survey control.
 BY2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2356.See file dsdata.txt to determine how the superseded data were derived.
 BY2356
 BY2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR342175(NAD 83)
 BY2356_MARKER: DD = SURVEY DISK
 BY2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2356_STAMPING: 44 G 1946 317
 BY2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2356+STABILITY: SURFACE MOTION
 BY2356
 BY2356  HISTORY     - Date     Condition        Report By
 BY2356  HISTORY     - 1946     MONUMENTED       USGS
 BY2356  HISTORY     - 1947     GOOD             NGS
 BY2356
 BY2356                          STATION DESCRIPTION
 BY2356
 BY2356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2356'5.9 MI SE FROM TENNESSEE COLONY.
 BY2356'ALONG A GRADED COUNTY ROAD LEADING TO TUCKER.  5.9 MILES SOUTHEAST OF
 BY2356'TENNESSEE COLONY SCHOOL.  AT A ROAD JUNCTION.  NEAR A FARM HOUSE.  22
 BY2356'FEET SOUTHWEST OF THE CENTER OF THE MAIN ROAD.  18 FEET NORTHWEST OF
 BY2356'THE CENTER OF A SIDE ROAD.  3 FEET WEST OF A CORNER FENCE POST.  2
 BY2356'FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2155 ***********************************************************************
 CS2155  DESIGNATION -  440
 CS2155  PID         -  CS2155
 CS2155  STATE/COUNTY-  TX/JOHNSON
 CS2155  USGS QUAD   -  JOSHUA (1978)
 CS2155
 CS2155                         *CURRENT SURVEY CONTROL
 CS2155  ___________________________________________________________________
 CS2155* NAD 83(1986)-  32 25 44.     (N)    097 29 31.     (W)     SCALED    
 CS2155* NAVD 88     -       258.366  (meters)     847.66   (feet)  ADJUSTED  
 CS2155  ___________________________________________________________________
 CS2155  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS2155  DYNAMIC HT  -         258.051 (meters)     846.62  (feet)  COMP
 CS2155  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 CS2155
 CS2155  VERT ORDER  -  SECOND    CLASS 0
 CS2155
 CS2155.The horizontal coordinates were scaled from a topographic map and have
 CS2155.an estimated accuracy of +/- 6 seconds.
 CS2155
 CS2155.The orthometric height was determined by differential leveling
 CS2155.and adjusted by the National Geodetic Survey in June 1991..
 CS2155
 CS2155.The geoid height was determined by GEOID03.
 CS2155
 CS2155.The dynamic height is computed by dividing the NAVD 88
 CS2155.geopotential number by the normal gravity value computed on the
 CS2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2155.degrees latitude (g = 980.6199 gals.).
 CS2155
 CS2155.The modeled gravity was interpolated from observed gravity values.
 CS2155
 CS2155;                    North         East    Units  Estimated Accuracy
 CS2155;SPC TXNC     - 2,084,980.      694,800.      MT  (+/- 180 meters Scaled)
 CS2155
 CS2155                          SUPERSEDED SURVEY CONTROL
 CS2155
 CS2155  NGVD 29 (??/??/92)  258.346  (m)          847.59   (f) ADJ UNCH    2 0
 CS2155
 CS2155.Superseded values are not recommended for survey control.
 CS2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2155.See file dsdata.txt to determine how the superseded data were derived.
 CS2155
 CS2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA417889(NAD 83)
 CS2155_MARKER: DD = SURVEY DISK
 CS2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2155_STAMPING: 440 TGS EL 847.590
 CS2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2155+STABILITY: SURFACE MOTION
 CS2155
 CS2155  HISTORY     - Date     Condition        Report By
 CS2155  HISTORY     - UNK      MONUMENTED       TXGS
 CS2155  HISTORY     - 1965     POOR             NGS
 CS2155  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2155
 CS2155                          STATION DESCRIPTION
 CS2155
 CS2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2155'2.6 MI E FROM GODLEY.
 CS2155'ABOUT 2.6 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2155'FROM THE STATION AT GODLEY, JOHNSON COUNTY, AT A DIRT ROAD CROSSING,
 CS2155'54 FEET NORTH OF THE CENTER LINE OF THE TRACK, 20 FEET EAST OF THE
 CS2155'CENTER LINE OF THE ROAD, AND AT THE CROSSING OF FENCES.  A STATE
 CS2155'SURVEY STANDARD DISK STAMPED 440 AND SET IN THE TOP OF A CONCRETE
 CS2155'POST.  NOTE-- LEANING SLIGHTLY DUE TO EROSION.  ABOUT 2.6 MILES EAST
 CS2155'ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF FM 912 IN GODLEY TO SITE
 CS2155'OF BENCH MARK, 6 FEET NORTHWEST OF A FENCE CORNER POST, AND 1 FOOT
 CS2155'NORTH OF THE LINE OF POWER LINE POLES.  A STATE SURVEY DISK SET IN A 6
 CS2155'X 6 IN. CONCRETE POST AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE
 CS2155'GROUND.
 CS2155
 CS2155                          STATION RECOVERY (1999)
 CS2155
 CS2155'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2994 ***********************************************************************
 AW2994  DESIGNATION -  4+400 800 EC 1
 AW2994  PID         -  AW2994
 AW2994  STATE/COUNTY-  TX/CHAMBERS
 AW2994  USGS QUAD   -  MORGANS POINT (1993)
 AW2994
 AW2994                         *CURRENT SURVEY CONTROL
 AW2994  ___________________________________________________________________
 AW2994* NAD 83(1986)-  29 40 19.     (N)    094 58 31.     (W)     SCALED    
 AW2994* NAVD 88     -         1.33   (+/-2cm)       4.4    (feet)  VERTCON   
 AW2994  ___________________________________________________________________
 AW2994  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2994
 AW2994  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2994
 AW2994.The horizontal coordinates were scaled from a topographic map and have
 AW2994.an estimated accuracy of +/- 6 seconds.
 AW2994
 AW2994.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2994.The vertical order pertains to the NGVD 29 superseded value.
 AW2994
 AW2994.The geoid height was determined by GEOID03.
 AW2994
 AW2994;                    North         East    Units  Estimated Accuracy
 AW2994;SPC TXSC     - 4,210,470.      989,480.      MT  (+/- 180 meters Scaled)
 AW2994
 AW2994                          SUPERSEDED SURVEY CONTROL
 AW2994
 AW2994  NGVD 29 (??/??/92)    1.33   (m)            4.4    (f) COMPUTED    1 2
 AW2994
 AW2994.Superseded values are not recommended for survey control.
 AW2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2994.See file dsdata.txt to determine how the superseded data were derived.
 AW2994
 AW2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN088840(NAD 83)
 AW2994_MARKER: DD = SURVEY DISK
 AW2994_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2994_SP_SET: PIPE
 AW2994_STAMPING: 4+400 800 E.C.I.
 AW2994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2994
 AW2994  HISTORY     - Date     Condition        Report By
 AW2994  HISTORY     - UNK      MONUMENTED       USE
 AW2994  HISTORY     - 1964     GOOD             NGS
 AW2994
 AW2994                          STATION DESCRIPTION
 AW2994
 AW2994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2994'1.0 MI SE FROM MORGAN POINT.
 AW2994'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2994'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, THENCE 0.95 MILE
 AW2994'SOUTHEAST ALONG THE SOUTHWEST SHORE LINE OF ATKINSON ISLAND, 69 FEET
 AW2994'EAST OF THE HIGH WATER LINE, A DISK ON THE TOP OF A 1-INCH GALVANIZED
 AW2994'PIPE PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2175 ***********************************************************************
 CS2175  DESIGNATION -  441
 CS2175  PID         -  CS2175
 CS2175  STATE/COUNTY-  TX/JOHNSON
 CS2175  USGS QUAD   -  GODLEY (1979)
 CS2175
 CS2175                         *CURRENT SURVEY CONTROL
 CS2175  ___________________________________________________________________
 CS2175* NAD 83(1986)-  32 26 46.     (N)    097 31 46.     (W)     SCALED    
 CS2175* NAVD 88     -       274.666  (meters)     901.13   (feet)  ADJUSTED  
 CS2175  ___________________________________________________________________
 CS2175  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS2175  DYNAMIC HT  -         274.332 (meters)     900.04  (feet)  COMP
 CS2175  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 CS2175
 CS2175  VERT ORDER  -  SECOND    CLASS 0
 CS2175
 CS2175.The horizontal coordinates were scaled from a topographic map and have
 CS2175.an estimated accuracy of +/- 6 seconds.
 CS2175
 CS2175.The orthometric height was determined by differential leveling
 CS2175.and adjusted by the National Geodetic Survey in June 1991..
 CS2175
 CS2175.The geoid height was determined by GEOID03.
 CS2175
 CS2175.The dynamic height is computed by dividing the NAVD 88
 CS2175.geopotential number by the normal gravity value computed on the
 CS2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2175.degrees latitude (g = 980.6199 gals.).
 CS2175
 CS2175.The modeled gravity was interpolated from observed gravity values.
 CS2175
 CS2175;                    North         East    Units  Estimated Accuracy
 CS2175;SPC TXNC     - 2,086,860.      691,260.      MT  (+/- 180 meters Scaled)
 CS2175
 CS2175                          SUPERSEDED SURVEY CONTROL
 CS2175
 CS2175  NGVD 29 (??/??/92)  274.645  (m)          901.06   (f) ADJ UNCH    2 0
 CS2175
 CS2175.Superseded values are not recommended for survey control.
 CS2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2175.See file dsdata.txt to determine how the superseded data were derived.
 CS2175
 CS2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA382908(NAD 83)
 CS2175_MARKER: DD = SURVEY DISK
 CS2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2175_STAMPING: 441
 CS2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2175+STABILITY: SURFACE MOTION
 CS2175
 CS2175  HISTORY     - Date     Condition        Report By
 CS2175  HISTORY     - UNK      MONUMENTED       TXGS
 CS2175  HISTORY     - 1965     MARK NOT FOUND   NGS
 CS2175  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2175
 CS2175                          STATION DESCRIPTION
 CS2175
 CS2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2175'IN GODLEY.
 CS2175'AT GODLEY, JOHNSON COUNTY, ABOUT 0.1 MILE WEST OF THE GULF, COLORADO
 CS2175'AND SANTA FE RAILWAY STATION, AND 50 FEET SOUTH OF THE CENTER LINE OF
 CS2175'THE TRACK.  A STATE SURVEY STANDARD DISK STAMPED 441 AND SET IN THE
 CS2175'TOP OF A CONCRETE POST.  NOTE-- IT IS BELIEVED THE MARK COULD HAVE
 CS2175'BEEN DESTROYED WHEN THE GODLEY RAILWAY STATION WAS TORE DOWN AND RAIL
 CS2175'ROAD TRACKS WERE LAYED FOR A RAIL ROAD SIDING AT THE SITE OF BENCH
 CS2175'MARK.
 CS2175
 CS2175                          STATION RECOVERY (1999)
 CS2175
 CS2175'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2177 ***********************************************************************
 CS2177  DESIGNATION -  442 TXGS
 CS2177  PID         -  CS2177
 CS2177  STATE/COUNTY-  TX/JOHNSON
 CS2177  USGS QUAD   -  GODLEY (1979)
 CS2177
 CS2177                         *CURRENT SURVEY CONTROL
 CS2177  ___________________________________________________________________
 CS2177* NAD 83(1986)-  32 27 58.     (N)    097 33 23.     (W)     SCALED    
 CS2177* NAVD 88     -       295.662  (meters)     970.02   (feet)  ADJUSTED  
 CS2177  ___________________________________________________________________
 CS2177  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CS2177  DYNAMIC HT  -         295.303 (meters)     968.84  (feet)  COMP
 CS2177  MODELED GRAV-     979,416.7   (mgal)                       NAVD 88
 CS2177
 CS2177  VERT ORDER  -  SECOND    CLASS 0
 CS2177
 CS2177.The horizontal coordinates were scaled from a topographic map and have
 CS2177.an estimated accuracy of +/- 6 seconds.
 CS2177
 CS2177.The orthometric height was determined by differential leveling
 CS2177.and adjusted by the National Geodetic Survey in June 1991..
 CS2177
 CS2177.The geoid height was determined by GEOID03.
 CS2177
 CS2177.The dynamic height is computed by dividing the NAVD 88
 CS2177.geopotential number by the normal gravity value computed on the
 CS2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2177.degrees latitude (g = 980.6199 gals.).
 CS2177
 CS2177.The modeled gravity was interpolated from observed gravity values.
 CS2177
 CS2177;                    North         East    Units  Estimated Accuracy
 CS2177;SPC TXNC     - 2,089,050.      688,700.      MT  (+/- 180 meters Scaled)
 CS2177
 CS2177                          SUPERSEDED SURVEY CONTROL
 CS2177
 CS2177  NGVD 29 (??/??/92)  295.641  (m)          969.95   (f) ADJ UNCH    2 0
 CS2177
 CS2177.Superseded values are not recommended for survey control.
 CS2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2177.See file dsdata.txt to determine how the superseded data were derived.
 CS2177
 CS2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA356930(NAD 83)
 CS2177_MARKER: DD = SURVEY DISK
 CS2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2177_STAMPING: 442
 CS2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2177+STABILITY: SURFACE MOTION
 CS2177
 CS2177  HISTORY     - Date     Condition        Report By
 CS2177  HISTORY     - UNK      MONUMENTED       TXGS
 CS2177  HISTORY     - 1965     MARK NOT FOUND   NGS
 CS2177  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2177
 CS2177                          STATION DESCRIPTION
 CS2177
 CS2177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2177'2.1 MI NW FROM GODLEY.
 CS2177'ABOUT 2.1 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 CS2177'RAILWAY FROM THE STATION AT GODLEY, JOHNSON COUNTY, AT THE CROSSING OF
 CS2177'STATE HIGHWAY 122, ABOUT 100 FEET WEST OF THE CENTER LINE OF THE
 CS2177'HIGHWAY 51 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND AT THE
 CS2177'JUNCTION OF FENCES.  A STATE SURVEY STANDARD DISK, STAMPED 442 AND SET
 CS2177'IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK MAY HAVE BEEN OVERLOOK
 CS2177'AS THE AREA AT SITE OF MARK WAS TALL GRASS.  THE GODLEY STATION HAS
 CS2177'BEEN TORE DOWN, MAKING THE TO REACH VAGUE FOR RECOVERY. THE HIGHWAY
 CS2177'NUMBER IS NOW STATE HIGHWAY 171.
 CS2177
 CS2177                          STATION RECOVERY (1999)
 CS2177
 CS2177'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2180 ***********************************************************************
 CS2180  DESIGNATION -  443
 CS2180  PID         -  CS2180
 CS2180  STATE/COUNTY-  TX/JOHNSON
 CS2180  USGS QUAD   -  GODLEY (1979)
 CS2180
 CS2180                         *CURRENT SURVEY CONTROL
 CS2180  ___________________________________________________________________
 CS2180* NAD 83(1986)-  32 29 15.     (N)    097 34 37.     (W)     SCALED    
 CS2180* NAVD 88     -       300.805  (meters)     986.89   (feet)  ADJUSTED  
 CS2180  ___________________________________________________________________
 CS2180  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CS2180  DYNAMIC HT  -         300.440 (meters)     985.69  (feet)  COMP
 CS2180  MODELED GRAV-     979,417.9   (mgal)                       NAVD 88
 CS2180
 CS2180  VERT ORDER  -  SECOND    CLASS 0
 CS2180
 CS2180.The horizontal coordinates were scaled from a topographic map and have
 CS2180.an estimated accuracy of +/- 6 seconds.
 CS2180
 CS2180.The orthometric height was determined by differential leveling
 CS2180.and adjusted by the National Geodetic Survey in June 1991..
 CS2180
 CS2180.The geoid height was determined by GEOID03.
 CS2180
 CS2180.The dynamic height is computed by dividing the NAVD 88
 CS2180.geopotential number by the normal gravity value computed on the
 CS2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2180.degrees latitude (g = 980.6199 gals.).
 CS2180
 CS2180.The modeled gravity was interpolated from observed gravity values.
 CS2180
 CS2180;                    North         East    Units  Estimated Accuracy
 CS2180;SPC TXNC     - 2,091,400.      686,750.      MT  (+/- 180 meters Scaled)
 CS2180
 CS2180                          SUPERSEDED SURVEY CONTROL
 CS2180
 CS2180  NGVD 29 (??/??/92)  300.784  (m)          986.82   (f) ADJ UNCH    2 0
 CS2180
 CS2180.Superseded values are not recommended for survey control.
 CS2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2180.See file dsdata.txt to determine how the superseded data were derived.
 CS2180
 CS2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA337953(NAD 83)
 CS2180_MARKER: DB = BENCH MARK DISK
 CS2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2180_STAMPING: 443
 CS2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2180+STABILITY: SURFACE MOTION
 CS2180
 CS2180  HISTORY     - Date     Condition        Report By
 CS2180  HISTORY     - UNK      MONUMENTED       TXGS
 CS2180  HISTORY     - 1965     MARK NOT FOUND   NGS
 CS2180  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2180
 CS2180                          STATION DESCRIPTION
 CS2180
 CS2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2180'3.8 MI SE FROM CRESSON.
 CS2180'ABOUT 3.8 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE
 CS2180'RAILWAY FROM THE STATION AT CRESSON, HOOD COUNTY, ABOUT 35 YARDS EAST
 CS2180'OF THE BRIDGE, 115 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 36 FEET
 CS2180'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 122, AND AT THE JUNCTION OF
 CS2180'FENCES.  A STATE SURVEY STANDARD DISK, STAMPED 433 AND SET IN THE TOP
 CS2180'OF A CONCRETE POST.  NOTE-- IT IS BELIEVED THE MARK MAY HAVE BEEN
 CS2180'DESTROYED OR IS COVERED.  THE HIGHWAY HAS BEEN REBUILT AND COVERED
 CS2180'WITH BLACK-TOP AT THE SITE OF BENCH MARK.  HIGHWAY NUMBER IS NOW STATE
 CS2180'HIGHWAY 171.
 CS2180
 CS2180                          STATION RECOVERY (1999)
 CS2180
 CS2180'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2344 ***********************************************************************
 CS2344  DESIGNATION -  444
 CS2344  PID         -  CS2344
 CS2344  STATE/COUNTY-  TX/HOOD
 CS2344  USGS QUAD   -  CRESSON (1973)
 CS2344
 CS2344                         *CURRENT SURVEY CONTROL
 CS2344  ___________________________________________________________________
 CS2344* NAD 83(1986)-  32 31 02.     (N)    097 36 01.     (W)     SCALED    
 CS2344* NAVD 88     -       315.054  (meters)    1033.64   (feet)  ADJUSTED  
 CS2344  ___________________________________________________________________
 CS2344  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CS2344  DYNAMIC HT  -         314.673 (meters)    1032.39  (feet)  COMP
 CS2344  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 CS2344
 CS2344  VERT ORDER  -  SECOND    CLASS 0
 CS2344
 CS2344.The horizontal coordinates were scaled from a topographic map and have
 CS2344.an estimated accuracy of +/- 6 seconds.
 CS2344
 CS2344.The orthometric height was determined by differential leveling
 CS2344.and adjusted by the National Geodetic Survey in June 1991..
 CS2344
 CS2344.The geoid height was determined by GEOID03.
 CS2344
 CS2344.The dynamic height is computed by dividing the NAVD 88
 CS2344.geopotential number by the normal gravity value computed on the
 CS2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2344.degrees latitude (g = 980.6199 gals.).
 CS2344
 CS2344.The modeled gravity was interpolated from observed gravity values.
 CS2344
 CS2344;                    North         East    Units  Estimated Accuracy
 CS2344;SPC TXNC     - 2,094,680.      684,530.      MT  (+/- 180 meters Scaled)
 CS2344
 CS2344                          SUPERSEDED SURVEY CONTROL
 CS2344
 CS2344  NGVD 29 (??/??/92)  315.033  (m)         1033.57   (f) ADJ UNCH    2 0
 CS2344
 CS2344.Superseded values are not recommended for survey control.
 CS2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2344.See file dsdata.txt to determine how the superseded data were derived.
 CS2344
 CS2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA314986(NAD 83)
 CS2344_MARKER: DD = SURVEY DISK
 CS2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2344_STAMPING: 444
 CS2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2344+STABILITY: SURFACE MOTION
 CS2344
 CS2344  HISTORY     - Date     Condition        Report By
 CS2344  HISTORY     - UNK      MONUMENTED       TXGS
 CS2344  HISTORY     - 1965     MARK NOT FOUND   NGS
 CS2344
 CS2344                          STATION DESCRIPTION
 CS2344
 CS2344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2344'1.3 MI SE FROM CRESSON.
 CS2344'ABOUT 1.3 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE
 CS2344'RAILWAY FROM THE STATION AT CRESSON, HOOD COUNTY, AT A SOUTH CURVE OF
 CS2344'STATE HIGHWAY 122, AT A ROAD JUNCTION, 42 FEET SOUTH OF THE CENTER
 CS2344'LINE OF THE TRACK, AND 38 FEET WEST OF THE CENTER LINE OF THE ROAD. A
 CS2344'STATE SURVEY STANDARD DISK, STAMPED 444 AND SET IN THE TOP OF A
 CS2344'CONCRETE POST.  NOTE-- IT IS BELIEVED THE MARK MAY BE DESTROYED OR WAS
 CS2344'COVERED WHEN THE ROAD WAS WIDENED AND COVERED WITH BLACK-TOP. THE
 CS2344'HIGHWAY NUMBER IS NOW STATE HIGHWAY 171.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1399 ***********************************************************************
 AX1399  DESIGNATION -  444 SA
 AX1399  PID         -  AX1399
 AX1399  STATE/COUNTY-  TX/GONZALES
 AX1399  USGS QUAD   -  JEDDO (1981)
 AX1399
 AX1399                         *CURRENT SURVEY CONTROL
 AX1399  ___________________________________________________________________
 AX1399* NAD 83(1986)-  29 45 02.     (N)    097 16 14.     (W)     SCALED    
 AX1399* NAVD 88     -       133.03   (+/-2cm)     436.4    (feet)  VERTCON   
 AX1399  ___________________________________________________________________
 AX1399  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AX1399
 AX1399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1399
 AX1399.The horizontal coordinates were scaled from a topographic map and have
 AX1399.an estimated accuracy of +/- 6 seconds.
 AX1399
 AX1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1399.The vertical order pertains to the NGVD 29 superseded value.
 AX1399
 AX1399.The geoid height was determined by GEOID03.
 AX1399
 AX1399;                    North         East    Units  Estimated Accuracy
 AX1399;SPC TXSC     - 4,213,720.      767,260.      MT  (+/- 180 meters Scaled)
 AX1399
 AX1399                          SUPERSEDED SURVEY CONTROL
 AX1399
 AX1399  NGVD 29 (??/??/92)  132.989  (m)          436.31   (f) ADJ UNCH    2 0
 AX1399
 AX1399.Superseded values are not recommended for survey control.
 AX1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1399.See file dsdata.txt to determine how the superseded data were derived.
 AX1399
 AX1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT672923(NAD 83)
 AX1399_MARKER: P = PIPE CAP
 AX1399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1399_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1399_STAMPING: 444 SA
 AX1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1399
 AX1399  HISTORY     - Date     Condition        Report By
 AX1399  HISTORY     - UNK      MONUMENTED       USGS
 AX1399  HISTORY     - 1943     GOOD             NGS
 AX1399
 AX1399                          STATION DESCRIPTION
 AX1399
 AX1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1399'4.6 MI N FROM WAELDER.
 AX1399'4.6 MILES NORTH ALONG A GRADED ROAD LEADING TO CISTERN FROM THE CITY
 AX1399'WATER TANK AT WAELDER, GONZALES COUNTY, AT A T-ROAD JUNCTION, 40 FEET
 AX1399'SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 22 FEET EAST OF THE
 AX1399'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 20 FEET SOUTH OF A LARGE OAK
 AX1399'TREE ON THE EAST-AND-WEST ROAD, 8 FEET SOUTHWEST OF A FENCE CORNER, 3
 AX1399'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER
 AX1399'THAN THE MAIN ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 AX1399'STAMPED 444 SA AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2345 ***********************************************************************
 CS2345  DESIGNATION -  445
 CS2345  PID         -  CS2345
 CS2345  STATE/COUNTY-  TX/JOHNSON
 CS2345  USGS QUAD   -  CRESSON (1973)
 CS2345
 CS2345                         *CURRENT SURVEY CONTROL
 CS2345  ___________________________________________________________________
 CS2345* NAD 83(1986)-  32 31 56.     (N)    097 37 04.     (W)     SCALED    
 CS2345* NAVD 88     -       321.176  (meters)    1053.72   (feet)  ADJUSTED  
 CS2345  ___________________________________________________________________
 CS2345  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CS2345  DYNAMIC HT  -         320.787 (meters)    1052.45  (feet)  COMP
 CS2345  MODELED GRAV-     979,419.8   (mgal)                       NAVD 88
 CS2345
 CS2345  VERT ORDER  -  SECOND    CLASS 0
 CS2345
 CS2345.The horizontal coordinates were scaled from a topographic map and have
 CS2345.an estimated accuracy of +/- 6 seconds.
 CS2345
 CS2345.The orthometric height was determined by differential leveling
 CS2345.and adjusted by the National Geodetic Survey in June 1991..
 CS2345
 CS2345.The geoid height was determined by GEOID03.
 CS2345
 CS2345.The dynamic height is computed by dividing the NAVD 88
 CS2345.geopotential number by the normal gravity value computed on the
 CS2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2345.degrees latitude (g = 980.6199 gals.).
 CS2345
 CS2345.The modeled gravity was interpolated from observed gravity values.
 CS2345
 CS2345;                    North         East    Units  Estimated Accuracy
 CS2345;SPC TXNC     - 2,096,330.      682,870.      MT  (+/- 180 meters Scaled)
 CS2345
 CS2345                          SUPERSEDED SURVEY CONTROL
 CS2345
 CS2345  NGVD 29 (??/??/92)  321.154  (m)         1053.65   (f) ADJ UNCH    2 0
 CS2345
 CS2345.Superseded values are not recommended for survey control.
 CS2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2345.See file dsdata.txt to determine how the superseded data were derived.
 CS2345
 CS2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB298002(NAD 83)
 CS2345_MARKER: DB = BENCH MARK DISK
 CS2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2345_STAMPING: 445 1053.653
 CS2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2345+STABILITY: SURFACE MOTION
 CS2345
 CS2345  HISTORY     - Date     Condition        Report By
 CS2345  HISTORY     - UNK      MONUMENTED       TXGS
 CS2345  HISTORY     - 1953     GOOD             NGS
 CS2345
 CS2345                          STATION DESCRIPTION
 CS2345
 CS2345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CS2345'IN CRESSON.
 CS2345'IT IS AT CRESSON WHICH STRADDLES THE HOOD-JOHNSON COUNTY LINE, ABOUT
 CS2345'200 FEET SOUTH OF THE SOUTHWEST CORNER OF THE G.C. AND S.F.R.R. DEPOT,
 CS2345'IN THE SOUTHEAST CORNER OF THE INTERSECTION OF HIGHWAYS NOS. 171 AND
 CS2345'377 AND ON THE EAST SIDE OF THE MAIN STREET WHICH IS THE COUNTY LINE
 CS2345'AND HIGHWAY.  IT IS 6 FEET SOUTH OF A CONCRETE BASE FOR A POWER POLE
 CS2345'AND 5 FEET NORTH OF A F.A.P. HIGHWAY POST.  IT IS A STANDARD DISK
 CS2345'STAMPED 445 1053.653 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS2345'ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0568 ***********************************************************************
 CR0568  DESIGNATION -  445.2
 CR0568  PID         -  CR0568
 CR0568  STATE/COUNTY-  TX/HENDERSON
 CR0568  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0568
 CR0568                         *CURRENT SURVEY CONTROL
 CR0568  ___________________________________________________________________
 CR0568* NAD 83(1986)-  32 04 51.     (N)    095 52 13.     (W)     SCALED    
 CR0568* NAVD 88     -       135.854  (meters)     445.71   (feet)  ADJUSTED  
 CR0568  ___________________________________________________________________
 CR0568  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CR0568  DYNAMIC HT  -         135.695 (meters)     445.19  (feet)  COMP
 CR0568  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 CR0568
 CR0568  VERT ORDER  -  SECOND    CLASS 0
 CR0568
 CR0568.The horizontal coordinates were scaled from a topographic map and have
 CR0568.an estimated accuracy of +/- 6 seconds.
 CR0568
 CR0568.The orthometric height was determined by differential leveling
 CR0568.and adjusted by the National Geodetic Survey in June 1991..
 CR0568
 CR0568.The geoid height was determined by GEOID03.
 CR0568
 CR0568.The dynamic height is computed by dividing the NAVD 88
 CR0568.geopotential number by the normal gravity value computed on the
 CR0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0568.degrees latitude (g = 980.6199 gals.).
 CR0568
 CR0568.The modeled gravity was interpolated from observed gravity values.
 CR0568
 CR0568;                    North         East    Units  Estimated Accuracy
 CR0568;SPC TXNC     - 2,049,040.      848,250.      MT  (+/- 180 meters Scaled)
 CR0568
 CR0568                          SUPERSEDED SURVEY CONTROL
 CR0568
 CR0568  NGVD 29 (??/??/92)  135.854  (m)          445.71   (f) ADJ UNCH    2 0
 CR0568
 CR0568.Superseded values are not recommended for survey control.
 CR0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0568.See file dsdata.txt to determine how the superseded data were derived.
 CR0568
 CR0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR290530(NAD 83)
 CR0568_MARKER: N = NAIL
 CR0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0568_SP_SET: TREE
 CR0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0568
 CR0568  HISTORY     - Date     Condition        Report By
 CR0568  HISTORY     - UNK      MONUMENTED       USGS
 CR0568  HISTORY     - 1947     GOOD             NGS
 CR0568
 CR0568                          STATION DESCRIPTION
 CR0568
 CR0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0568'9.9 MI E FROM CROSS ROADS.
 CR0568'4.0 MILES NORTHEAST ALONG FARM HIGHWAY 59 FROM CROSS ROADS SCHOOL,
 CR0568'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST ALONG A
 CR0568'DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.4 MILE
 CR0568'EAST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 CR0568'THENCE 1.2 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.4 MILES
 CR0568'SOUTHEAST ALONG A DIRT TRACK ROAD TO A T ROAD JUNCTION AND THE SITE OF
 CR0568'THE MARK, 64 FEET EAST OF THE CENTER OF A WOODEN CATTLE GUARD IN A
 CR0568'NORTH AND SOUTH FENCE, 30 FEET SOUTHEAST OF THE CENTER LINE OF A
 CR0568'NORTHEAST AND SOUTHWEST ROAD, 10 FEET SOUTH OF THE CENTER LINE OF A
 CR0568'ROAD LEADING WEST, A COPPER NAIL AND WASHER IN THE BASE OF A 15 INCH
 CR0568'OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2145 ***********************************************************************
 CS2145  DESIGNATION -  446 RESET
 CS2145  PID         -  CS2145
 CS2145  STATE/COUNTY-  TX/JOHNSON
 CS2145  USGS QUAD   -  CLEBURNE WEST (1978)
 CS2145
 CS2145                         *CURRENT SURVEY CONTROL
 CS2145  ___________________________________________________________________
 CS2145* NAD 83(1986)-  32 19 35.     (N)    097 22 48.     (W)     SCALED    
 CS2145* NAVD 88     -       232.61   (+/-2cm)     763.2    (feet)  VERTCON   
 CS2145  ___________________________________________________________________
 CS2145  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS2145
 CS2145  VERT ORDER  -  THIRD (See Below)
 CS2145
 CS2145.The horizontal coordinates were scaled from a topographic map and have
 CS2145.an estimated accuracy of +/- 6 seconds.
 CS2145
 CS2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2145.The vertical order pertains to the NGVD 29 superseded value.
 CS2145
 CS2145.The geoid height was determined by GEOID03.
 CS2145
 CS2145;                    North         East    Units  Estimated Accuracy
 CS2145;SPC TXNC     - 2,073,720.      705,450.      MT  (+/- 180 meters Scaled)
 CS2145
 CS2145                          SUPERSEDED SURVEY CONTROL
 CS2145
 CS2145  NGVD 29 (??/??/??)  232.59   (m)          763.1    (f) RESET       3  
 CS2145
 CS2145.Superseded values are not recommended for survey control.
 CS2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2145.See file dsdata.txt to determine how the superseded data were derived.
 CS2145
 CS2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA524777(NAD 83)
 CS2145_MARKER: DD = SURVEY DISK
 CS2145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2145_SP_SET: ABUTMENT
 CS2145_STAMPING: 446 RESET
 CS2145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2145
 CS2145  HISTORY     - Date     Condition        Report By
 CS2145  HISTORY     - UNK      MONUMENTED       TXGS
 CS2145  HISTORY     - 1966     GOOD             NGS
 CS2145  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2145
 CS2145                          STATION DESCRIPTION
 CS2145
 CS2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2145'1.3 MI S FROM CLEBURNE.
 CS2145'ABOUT 1.3 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2145'FROM THE STATION AT CLEBURNE, JOHNSON COUNTY, NEAR MILEPOST 316, AT
 CS2145'THE OVERHEAD CROSSING OF STATE HIGHWAY 2 A, AND IN THE WEST END OF THE
 CS2145'PARAPET WALL OF THE NORTH ABUTMENT.  A STATE SURVEY DISK.  NOTE-- THE
 CS2145'BENCH MARK MAY BE REACHED BY GOING SOUTH ALONG STATE HIGHWAY 171 FROM
 CS2145'THE COURT HOUSE IN CLEBURNE FOR 1.5 MILES TO SITE OF MARK.
 CS2145
 CS2145                          STATION RECOVERY (1999)
 CS2145
 CS2145'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1515 ***********************************************************************
 AX1515  DESIGNATION -  446 SA
 AX1515  PID         -  AX1515
 AX1515  STATE/COUNTY-  TX/GONZALES
 AX1515  USGS QUAD   -  MOULTON (1981)
 AX1515
 AX1515                         *CURRENT SURVEY CONTROL
 AX1515  ___________________________________________________________________
 AX1515* NAD 83(1986)-  29 33 20.     (N)    097 13 06.     (W)     SCALED    
 AX1515* NAVD 88     -       133.66   (+/-2cm)     438.5    (feet)  VERTCON   
 AX1515  ___________________________________________________________________
 AX1515  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AX1515
 AX1515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1515
 AX1515.The horizontal coordinates were scaled from a topographic map and have
 AX1515.an estimated accuracy of +/- 6 seconds.
 AX1515
 AX1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1515.The vertical order pertains to the NGVD 29 superseded value.
 AX1515
 AX1515.The geoid height was determined by GEOID03.
 AX1515
 AX1515;                    North         East    Units  Estimated Accuracy
 AX1515;SPC TXSC     - 4,192,180.      772,640.      MT  (+/- 180 meters Scaled)
 AX1515
 AX1515                          SUPERSEDED SURVEY CONTROL
 AX1515
 AX1515  NGVD 29 (??/??/92)  133.624  (m)          438.40   (f) ADJ UNCH    2 0
 AX1515
 AX1515.Superseded values are not recommended for survey control.
 AX1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1515.See file dsdata.txt to determine how the superseded data were derived.
 AX1515
 AX1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT726708(NAD 83)
 AX1515_MARKER: P = PIPE CAP
 AX1515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1515_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1515_STAMPING: 446 SA
 AX1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1515
 AX1515  HISTORY     - Date     Condition        Report By
 AX1515  HISTORY     - UNK      MONUMENTED       USGS
 AX1515  HISTORY     - 1943     GOOD             NGS
 AX1515
 AX1515                          STATION DESCRIPTION
 AX1515
 AX1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1515'5.7 MI W FROM MOULTON.
 AX1515'IN GONZALES COUNTY, 5.7 MILES WEST OF MOULTON, LAVACA COUNTY, THIS
 AX1515'BENCH MARK MAY BE REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD
 AX1515'STATION BY GOING 0.3 MILE WEST ALONG MOORE AVENUE, TURN LEFT AND GO
 AX1515'0.8 MILE SOUTH ALONG A GRADED ROAD, AND TURN RIGHT AND GO 4.6 MILES
 AX1515'WEST ALONG THE GONZALES ROAD.  IT IS 0.2 MILE NORTH OF THE BRICK
 AX1515'SCHOOL AT NICKEL, AT THE INTERSECTION OF THE NICKEL SCHOOL ROAD, 140
 AX1515'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 100 FEET SOUTHWEST
 AX1515'OF A SMALL BRIDGE, 60 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 2
 AX1515'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 AX1515'THE MAIN ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 AX1515'STAMPED 446 SA AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0044 ***********************************************************************
 FL0044  DESIGNATION -  447
 FL0044  PID         -  FL0044
 FL0044  STATE/COUNTY-  TX/HEMPHILL
 FL0044  USGS QUAD   -  CANADIAN EAST (1972)
 FL0044
 FL0044                         *CURRENT SURVEY CONTROL
 FL0044  ___________________________________________________________________
 FL0044* NAD 83(1986)-  35 59 06.     (N)    100 17 36.     (W)     SCALED    
 FL0044* NAVD 88     -       767.368  (meters)    2517.61   (feet)  ADJUSTED  
 FL0044  ___________________________________________________________________
 FL0044  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FL0044  DYNAMIC HT  -         766.551 (meters)    2514.93  (feet)  COMP
 FL0044  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 FL0044
 FL0044  VERT ORDER  -  FIRST     CLASS II
 FL0044
 FL0044.The horizontal coordinates were scaled from a topographic map and have
 FL0044.an estimated accuracy of +/- 6 seconds.
 FL0044
 FL0044.The orthometric height was determined by differential leveling
 FL0044.and adjusted by the National Geodetic Survey in June 1991..
 FL0044
 FL0044.The geoid height was determined by GEOID03.
 FL0044
 FL0044.The dynamic height is computed by dividing the NAVD 88
 FL0044.geopotential number by the normal gravity value computed on the
 FL0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0044.degrees latitude (g = 980.6199 gals.).
 FL0044
 FL0044.The modeled gravity was interpolated from observed gravity values.
 FL0044
 FL0044;                    North         East    Units  Estimated Accuracy
 FL0044;SPC TX N     - 1,220,880.      308,810.      MT  (+/- 180 meters Scaled)
 FL0044
 FL0044                          SUPERSEDED SURVEY CONTROL
 FL0044
 FL0044  NGVD 29 (??/??/92)  767.018  (m)         2516.46   (f) ADJ UNCH    1 2
 FL0044
 FL0044.Superseded values are not recommended for survey control.
 FL0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0044.See file dsdata.txt to determine how the superseded data were derived.
 FL0044
 FL0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE834830(NAD 83)
 FL0044_MARKER: B = BOLT
 FL0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0044+STABILITY: SURFACE MOTION
 FL0044
 FL0044  HISTORY     - Date     Condition        Report By
 FL0044  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0044  HISTORY     - 1934     GOOD             NGS
 FL0044  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0044
 FL0044                          STATION DESCRIPTION
 FL0044
 FL0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0044'2.8 MI NW FROM GLAZIER.
 FL0044'2.8 MILES SOUTHWEST OF A T AND SF DEPOT, A T GLAZIER 195 FEET EAST OF
 FL0044'MILE POST 447.  80 FEET SOUTH OF THE CENTERLINE OF ATCHISON TOPEKA AND
 FL0044'SANTA FE RAILROAD.  NOTE-- RR HAS BEEN REBUILT AND REALIGNED.
 FL0044
 FL0044                          STATION RECOVERY (1972)
 FL0044
 FL0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2141 ***********************************************************************
 CS2141  DESIGNATION -  448
 CS2141  PID         -  CS2141
 CS2141  STATE/COUNTY-  TX/JOHNSON
 CS2141  USGS QUAD   -  CLEBURNE WEST (1978)
 CS2141
 CS2141                         *CURRENT SURVEY CONTROL
 CS2141  ___________________________________________________________________
 CS2141* NAD 83(1986)-  32 17 06.     (N)    097 22 45.     (W)     SCALED    
 CS2141* NAVD 88     -       226.737  (meters)     743.89   (feet)  ADJUSTED  
 CS2141  ___________________________________________________________________
 CS2141  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS2141  DYNAMIC HT  -         226.461 (meters)     742.98  (feet)  COMP
 CS2141  MODELED GRAV-     979,413.0   (mgal)                       NAVD 88
 CS2141
 CS2141  VERT ORDER  -  SECOND    CLASS 0
 CS2141
 CS2141.The horizontal coordinates were scaled from a topographic map and have
 CS2141.an estimated accuracy of +/- 6 seconds.
 CS2141
 CS2141.The orthometric height was determined by differential leveling
 CS2141.and adjusted by the National Geodetic Survey in June 1991..
 CS2141
 CS2141.The geoid height was determined by GEOID03.
 CS2141
 CS2141.The dynamic height is computed by dividing the NAVD 88
 CS2141.geopotential number by the normal gravity value computed on the
 CS2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2141.degrees latitude (g = 980.6199 gals.).
 CS2141
 CS2141.The modeled gravity was interpolated from observed gravity values.
 CS2141
 CS2141;                    North         East    Units  Estimated Accuracy
 CS2141;SPC TXNC     - 2,069,130.      705,580.      MT  (+/- 180 meters Scaled)
 CS2141
 CS2141                          SUPERSEDED SURVEY CONTROL
 CS2141
 CS2141  NGVD 29 (??/??/92)  226.714  (m)          743.81   (f) ADJ UNCH    2 0
 CS2141
 CS2141.Superseded values are not recommended for survey control.
 CS2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2141.See file dsdata.txt to determine how the superseded data were derived.
 CS2141
 CS2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA526731(NAD 83)
 CS2141_MARKER: DD = SURVEY DISK
 CS2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2141_STAMPING: 448
 CS2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2141+STABILITY: SURFACE MOTION
 CS2141
 CS2141  HISTORY     - Date     Condition        Report By
 CS2141  HISTORY     - UNK      MONUMENTED       TXGS
 CS2141  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2141
 CS2141                          STATION DESCRIPTION
 CS2141
 CS2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2141'3.1 MI N FROM RIO VISTA.
 CS2141'ABOUT 3.1 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2141'FROM THE STATION AT RIO VISTA, JOHNSON COUNTY, AT THE CROSSING OF A
 CS2141'ROAD LEADING TO RIO VISTA, ABOUT 60 FEET NORTH OF THE CENTER LINE OF
 CS2141'THE ROAD, AND 45 FEET EAST OF THE CENTER LINE OF TRACK.  A STANDARD
 CS2141'STATE SURVEY DISK, STAMPED 448 AND SET IN THE TOP OF A CONCRETE POST.
 CS2141'NOTE-- IT IS BELIEVED THE MARK MAY HAVE BEEN DESTROYED.  A BLOCK OF
 CS2141'CONCRETE WHICH WAS BELIEVED TO BE PART OF THE CONCRETE POST WAS FOUND
 CS2141'AT THE SITE OF MARK.  CONSIDERABLE PROBING IN SEARCH FOR THE BASE OF
 CS2141'CONCRETE POST AND THE DISK WAS DONE BUT NO MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0041 ***********************************************************************
 FL0041  DESIGNATION -  448
 FL0041  PID         -  FL0041
 FL0041  STATE/COUNTY-  TX/HEMPHILL
 FL0041  USGS QUAD   -  CANADIAN EAST (1972)
 FL0041
 FL0041                         *CURRENT SURVEY CONTROL
 FL0041  ___________________________________________________________________
 FL0041* NAD 83(1986)-  35 58 13.     (N)    100 17 53.     (W)     SCALED    
 FL0041* NAVD 88     -       758.129  (meters)    2487.29   (feet)  ADJUSTED  
 FL0041  ___________________________________________________________________
 FL0041  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FL0041  DYNAMIC HT  -         757.323 (meters)    2484.65  (feet)  COMP
 FL0041  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 FL0041
 FL0041  VERT ORDER  -  FIRST     CLASS II
 FL0041
 FL0041.The horizontal coordinates were scaled from a topographic map and have
 FL0041.an estimated accuracy of +/- 6 seconds.
 FL0041
 FL0041.The orthometric height was determined by differential leveling
 FL0041.and adjusted by the National Geodetic Survey in June 1991..
 FL0041
 FL0041.The geoid height was determined by GEOID03.
 FL0041
 FL0041.The dynamic height is computed by dividing the NAVD 88
 FL0041.geopotential number by the normal gravity value computed on the
 FL0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0041.degrees latitude (g = 980.6199 gals.).
 FL0041
 FL0041.The modeled gravity was interpolated from observed gravity values.
 FL0041
 FL0041;                    North         East    Units  Estimated Accuracy
 FL0041;SPC TX N     - 1,219,240.      308,410.      MT  (+/- 180 meters Scaled)
 FL0041
 FL0041                          SUPERSEDED SURVEY CONTROL
 FL0041
 FL0041  NGVD 29 (??/??/92)  757.784  (m)         2486.16   (f) ADJ UNCH    1 2
 FL0041
 FL0041.Superseded values are not recommended for survey control.
 FL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0041.See file dsdata.txt to determine how the superseded data were derived.
 FL0041
 FL0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE829814(NAD 83)
 FL0041_MARKER: B = BOLT
 FL0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0041+STABILITY: SURFACE MOTION
 FL0041
 FL0041  HISTORY     - Date     Condition        Report By
 FL0041  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0041  HISTORY     - 1934     GOOD             NGS
 FL0041  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0041
 FL0041                          STATION DESCRIPTION
 FL0041
 FL0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0041'3.9 MI SW FROM GLAZIER.
 FL0041'3.9 MILES SOUTHWEST OF AT AND SF DEPOT.  AT GLAZIER 12 FEET WEST OF
 FL0041'MILE POST 448.  78 FEET SOUTH OF THE CENTERLINE OF ATCHISON TOPEKA AND
 FL0041'SANTA FE RAILROAD.  NOTE-- RR HAS BEEN REBUILT AND REALIGNED.
 FL0041
 FL0041                          STATION RECOVERY (1972)
 FL0041
 FL0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1289 ***********************************************************************
 AX1289  DESIGNATION -  448 SA
 AX1289  PID         -  AX1289
 AX1289  STATE/COUNTY-  TX/GONZALES
 AX1289  USGS QUAD   -  FLATONIA NW (1981)
 AX1289
 AX1289                         *CURRENT SURVEY CONTROL
 AX1289  ___________________________________________________________________
 AX1289* NAD 83(1986)-  29 37 43.     (N)    097 08 29.     (W)     SCALED    
 AX1289* NAVD 88     -       134.22   (+/-2cm)     440.4    (feet)  VERTCON   
 AX1289  ___________________________________________________________________
 AX1289  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AX1289
 AX1289  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1289
 AX1289.The horizontal coordinates were scaled from a topographic map and have
 AX1289.an estimated accuracy of +/- 6 seconds.
 AX1289
 AX1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1289.The vertical order pertains to the NGVD 29 superseded value.
 AX1289
 AX1289.The geoid height was determined by GEOID03.
 AX1289
 AX1289;                    North         East    Units  Estimated Accuracy
 AX1289;SPC TXSC     - 4,200,400.      779,970.      MT  (+/- 180 meters Scaled)
 AX1289
 AX1289                          SUPERSEDED SURVEY CONTROL
 AX1289
 AX1289  NGVD 29 (??/??/92)  134.181  (m)          440.23   (f) ADJ UNCH    2 0
 AX1289
 AX1289.Superseded values are not recommended for survey control.
 AX1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1289.See file dsdata.txt to determine how the superseded data were derived.
 AX1289
 AX1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT799790(NAD 83)
 AX1289_MARKER: DD = SURVEY DISK
 AX1289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1289_SP_SET: IRON POST
 AX1289_STAMPING: 448 S.A. 179
 AX1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1289
 AX1289  HISTORY     - Date     Condition        Report By
 AX1289  HISTORY     - UNK      MONUMENTED       USGS
 AX1289  HISTORY     - 1933     GOOD             NGS
 AX1289
 AX1289                          STATION DESCRIPTION
 AX1289
 AX1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AX1289'3.6 MI N FROM MOULTON.
 AX1289'ALONG THE TEXAS AND NEW ORLEANS R.R. 4.5 MILES SOUTH OF FLATONIA AND 6
 AX1289'1/2 POLES SOUTH OF M.P. 25 AND 141 FT. NORTH OF THE GONZALES-LA VACA
 AX1289'COUNTY LINE IN THE FENCE CORNER 42 FT. NORTH OF THE CENTERLINE OF THE
 AX1289'ROAD CROSSING AND 42 FT. WEST OF THE CENTERLINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0546 ***********************************************************************
 AY0546  DESIGNATION -  449
 AY0546  PID         -  AY0546
 AY0546  STATE/COUNTY-  TX/WILSON
 AY0546  USGS QUAD   -  SAINT HEDWIG (1992)
 AY0546
 AY0546                         *CURRENT SURVEY CONTROL
 AY0546  ___________________________________________________________________
 AY0546* NAD 83(1986)-  29 22 38.     (N)    098 09 28.     (W)     SCALED    
 AY0546* NAVD 88     -       152.40   (+/-2cm)     500.0    (feet)  VERTCON   
 AY0546  ___________________________________________________________________
 AY0546  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AY0546
 AY0546  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0546
 AY0546.The horizontal coordinates were scaled from a topographic map and have
 AY0546.an estimated accuracy of +/- 6 seconds.
 AY0546
 AY0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0546.The vertical order pertains to the NGVD 29 superseded value.
 AY0546
 AY0546.The geoid height was determined by GEOID03.
 AY0546
 AY0546;                    North         East    Units  Estimated Accuracy
 AY0546;SPC TXSC     - 4,171,400.      681,750.      MT  (+/- 180 meters Scaled)
 AY0546
 AY0546                          SUPERSEDED SURVEY CONTROL
 AY0546
 AY0546  NGVD 29 (??/??/92)  152.313  (m)          499.71   (f) ADJ UNCH    2 0
 AY0546
 AY0546.Superseded values are not recommended for survey control.
 AY0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0546.See file dsdata.txt to determine how the superseded data were derived.
 AY0546
 AY0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT817500(NAD 83)
 AY0546_MARKER: DD = SURVEY DISK
 AY0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0546_STAMPING: 449
 AY0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0546+STABILITY: SURFACE MOTION
 AY0546
 AY0546  HISTORY     - Date     Condition        Report By
 AY0546  HISTORY     - UNK      MONUMENTED       DOD
 AY0546  HISTORY     - 1943     GOOD             NGS
 AY0546  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0546
 AY0546                          STATION DESCRIPTION
 AY0546
 AY0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0546'3.35 MI NW FROM LAVERNIA.
 AY0546'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0546'STATION AT LAVERNIA-- PROCEED 3.35 MILES NORTHERLY ALONG THE RAILROAD
 AY0546'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 85.0 FEET NORTHWEST OF THE
 AY0546'ELEVENTH POLE (ABOUT 0.4 MILE) NORTHWEST OF MILEPOST 118, AND 46.0
 AY0546'FEET NORTHEAST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF TRACK. IT
 AY0546'IS 31.0 FEET NORTH OF TELEPHONE POLE NO. 2335, 21.5 FEET SOUTHEAST OF
 AY0546'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF A DIRT ROAD CROSSING
 AY0546'THE TRACK, 2.7 FEET SOUTH OF A FENCE CORNER, 3.3 FEET EAST OF A
 AY0546'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT. A DISK SET
 AY0546'IN A CONCRETE POST.
 AY0546
 AY0546                          STATION RECOVERY (2003)
 AY0546
 AY0546'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0415 ***********************************************************************
 BM0415  DESIGNATION -  449 S A
 BM0415  PID         -  BM0415
 BM0415  STATE/COUNTY-  TX/BASTROP
 BM0415  USGS QUAD   -  LAKE BASTROP (1982)
 BM0415
 BM0415                         *CURRENT SURVEY CONTROL
 BM0415  ___________________________________________________________________
 BM0415* NAD 83(1986)-  30 12 35.     (N)    097 19 38.     (W)     SCALED    
 BM0415* NAVD 88     -       134.44   (+/-2cm)     441.1    (feet)  VERTCON   
 BM0415  ___________________________________________________________________
 BM0415  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BM0415
 BM0415  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0415
 BM0415.The horizontal coordinates were scaled from a topographic map and have
 BM0415.an estimated accuracy of +/- 6 seconds.
 BM0415
 BM0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0415.The vertical order pertains to the NGVD 29 superseded value.
 BM0415
 BM0415.The geoid height was determined by GEOID03.
 BM0415
 BM0415;                    North         East    Units  Estimated Accuracy
 BM0415;SPC TX C     - 3,064,110.      989,400.      MT  (+/- 180 meters Scaled)
 BM0415
 BM0415                          SUPERSEDED SURVEY CONTROL
 BM0415
 BM0415  NGVD 29 (??/??/92)  134.376  (m)          440.87   (f) ADJ UNCH    1 2
 BM0415
 BM0415.Superseded values are not recommended for survey control.
 BM0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0415.See file dsdata.txt to determine how the superseded data were derived.
 BM0415
 BM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU610432(NAD 83)
 BM0415_MARKER: P = PIPE CAP
 BM0415_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0415_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0415_STAMPING: 441.118 210 S A 441.118
 BM0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0415+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 BM0415
 BM0415  HISTORY     - Date     Condition        Report By
 BM0415  HISTORY     - UNK      MONUMENTED       USGS
 BM0415  HISTORY     - 1953     GOOD             NGS
 BM0415  HISTORY     - 20041120 GOOD             USPSQD
 BM0415
 BM0415                          STATION DESCRIPTION
 BM0415
 BM0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0415'8.9 MI NW FROM BASTROP.
 BM0415'8.9 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0415'THE STATION AT BASTROP, 4 1/2 POLES SOUTH OF MILEPOST 945, 40.9 FEET
 BM0415'WEST OF THE WEST RAIL, 26 FEET SOUTH OF A TELEPHONE POLE, 5 FEET EAST
 BM0415'OF A FENCE, 2.8 FEET NORTHWEST OF A WITNESS POST, 4 FEET BELOW THE TOP
 BM0415'OF THE RAILS, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 BM0415'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 BM0415
 BM0415                          STATION RECOVERY (2004)
 BM0415
 BM0415'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 BM0415'THE TELEPHONE POLES REFERENCED IN THE 1953 DESCRIPTION NO LONGER
 BM0415'EXIST.  FROM A POINT ONE-THIRD THE DISTANCE BETWEEN THE HOMES AT 407
 BM0415'AND 417 WAUGH WAY, THE MARK LIES DIRECTLY WEST ACROSS THE ROAD AND THE
 BM0415'TRACKS IN LIGHT WOODS.  ORIGINAL MEASUREMENTS FROM FENCE AND TRACKS
 BM0415'ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0402 ***********************************************************************
 BP0402  DESIGNATION -  4498 RESET 1943
 BP0402  PID         -  BP0402
 BP0402  STATE/COUNTY-  TX/BREWSTER
 BP0402  USGS QUAD   -  ELEPHANT MOUNTAIN (1983)
 BP0402
 BP0402                         *CURRENT SURVEY CONTROL
 BP0402  ___________________________________________________________________
 BP0402* NAD 83(1986)-  30 06 19.     (N)    103 35 33.     (W)     SCALED    
 BP0402* NAVD 88     -      1372.819  (meters)    4503.99   (feet)  ADJUSTED  
 BP0402  ___________________________________________________________________
 BP0402  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 BP0402  DYNAMIC HT  -        1370.545 (meters)    4496.53  (feet)  COMP
 BP0402  MODELED GRAV-     978,937.1   (mgal)                       NAVD 88
 BP0402
 BP0402  VERT ORDER  -  SECOND    CLASS 0
 BP0402
 BP0402.The horizontal coordinates were scaled from a topographic map and have
 BP0402.an estimated accuracy of +/- 6 seconds.
 BP0402
 BP0402.The orthometric height was determined by differential leveling
 BP0402.and adjusted by the National Geodetic Survey in June 1991..
 BP0402
 BP0402.The geoid height was determined by GEOID03.
 BP0402
 BP0402.The dynamic height is computed by dividing the NAVD 88
 BP0402.geopotential number by the normal gravity value computed on the
 BP0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0402.degrees latitude (g = 980.6199 gals.).
 BP0402
 BP0402.The modeled gravity was interpolated from observed gravity values.
 BP0402
 BP0402;                    North         East    Units  Estimated Accuracy
 BP0402;SPC TXSC     - 4,260,490.      157,490.      MT  (+/- 180 meters Scaled)
 BP0402
 BP0402                          SUPERSEDED SURVEY CONTROL
 BP0402
 BP0402  NGVD 29 (??/??/92) 1372.31   (m)         4502.3    (f) COMPUTED    2 0
 BP0402
 BP0402.Superseded values are not recommended for survey control.
 BP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0402.See file dsdata.txt to determine how the superseded data were derived.
 BP0402
 BP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP356312(NAD 83)
 BP0402_MARKER: Z = SEE DESCRIPTION
 BP0402_SETTING: 0 = UNSPECIFIED SETTING
 BP0402_STAMPING: 4498 MARFA RESET 1943
 BP0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0402
 BP0402  HISTORY     - Date     Condition        Report By
 BP0402  HISTORY     - 1943     MONUMENTED       USGS
 BP0402  HISTORY     - 1958     POOR             NGS
 BP0402  HISTORY     - 19961008 MARK NOT FOUND   USPSQD
 BP0402
 BP0402                          STATION DESCRIPTION
 BP0402
 BP0402'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 BP0402'22.55 MI S FROM ALPINE.
 BP0402'THIS MARK IS ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE
 BP0402'RAILROAD STATION AT ALPINE, BREWSTER COUNTY, AND ABOUT 21.85 MILES
 BP0402'SOUTH ALONG A DIRT ROAD, 59.4 FEET EAST OF THE CENTER LINE OF THE DIRT
 BP0402'ROAD, 77 FEET SOUTHEAST OF THE SOUTHEAST END OF AN IRON BRIDGE OVER
 BP0402'CALAMITY CREEK, ABOUT 4 FEET LOWER THAN THE ROAD.
 BP0402
 BP0402                          STATION RECOVERY (1958)
 BP0402
 BP0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0402'MARK RECOVERED IN POOR CONDITION.
 BP0402
 BP0402                          STATION RECOVERY (1996)
 BP0402
 BP0402'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0218 ***********************************************************************
 DQ0218  DESIGNATION -  45
 DQ0218  PID         -  DQ0218
 DQ0218  STATE/COUNTY-  TX/COCHRAN
 DQ0218  USGS QUAD   -  WHITEFACE SW (1970)
 DQ0218
 DQ0218                         *CURRENT SURVEY CONTROL
 DQ0218  ___________________________________________________________________
 DQ0218* NAD 83(1986)-  33 37 03.     (N)    102 42 37.     (W)     SCALED    
 DQ0218* NAVD 88     -      1138.138  (meters)    3734.04   (feet)  ADJUSTED  
 DQ0218  ___________________________________________________________________
 DQ0218  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DQ0218  DYNAMIC HT  -        1136.641 (meters)    3729.13  (feet)  COMP
 DQ0218  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 DQ0218
 DQ0218  VERT ORDER  -  SECOND    CLASS 0
 DQ0218
 DQ0218.The horizontal coordinates were scaled from a topographic map and have
 DQ0218.an estimated accuracy of +/- 6 seconds.
 DQ0218
 DQ0218.The orthometric height was determined by differential leveling
 DQ0218.and adjusted by the National Geodetic Survey in June 1991..
 DQ0218
 DQ0218.The geoid height was determined by GEOID03.
 DQ0218
 DQ0218.The dynamic height is computed by dividing the NAVD 88
 DQ0218.geopotential number by the normal gravity value computed on the
 DQ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0218.degrees latitude (g = 980.6199 gals.).
 DQ0218
 DQ0218.The modeled gravity was interpolated from observed gravity values.
 DQ0218
 DQ0218;                    North         East    Units  Estimated Accuracy
 DQ0218;SPC TXNC     - 2,224,160.      209,440.      MT  (+/- 180 meters Scaled)
 DQ0218
 DQ0218                          SUPERSEDED SURVEY CONTROL
 DQ0218
 DQ0218  NGVD 29 (??/??/92) 1137.730  (m)         3732.70   (f) ADJ UNCH    2 0
 DQ0218
 DQ0218.Superseded values are not recommended for survey control.
 DQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0218.See file dsdata.txt to determine how the superseded data were derived.
 DQ0218
 DQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT124220(NAD 83)
 DQ0218_MARKER: B = BOLT
 DQ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0218+STABILITY: SURFACE MOTION
 DQ0218
 DQ0218  HISTORY     - Date     Condition        Report By
 DQ0218  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0218  HISTORY     - 1943     GOOD             NGS
 DQ0218  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0218
 DQ0218                          STATION DESCRIPTION
 DQ0218
 DQ0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DQ0218'5.5 MI E FROM LEHMAN.
 DQ0218'5.5 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0218'STATION AT LEHMAN, COCHRAN COUNTY, 94 FEET NORTH OF MILEPOST 45, 48
 DQ0218'FEET NORTH OF THE CENTERLINE OF THE TRACK, 43 FEET SOUTH OF THE
 DQ0218'CENTERLINE OF AN EAST-AND-WEST ROAD, AND 2 FEET SOUTH OF THE NORTH
 DQ0218'RIGHT-OF-WAY FENCE.  A TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
 DQ0218
 DQ0218                          STATION RECOVERY (1971)
 DQ0218
 DQ0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0577 ***********************************************************************
 DM0577  DESIGNATION -  45
 DM0577  PID         -  DM0577
 DM0577  STATE/COUNTY-  TX/LAMAR
 DM0577  USGS QUAD   -  PAT MAYSE LAKE EAST (1980)
 DM0577
 DM0577                         *CURRENT SURVEY CONTROL
 DM0577  ___________________________________________________________________
 DM0577* NAD 83(1986)-  33 48 43.     (N)    095 31 28.     (W)     SCALED    
 DM0577* NAVD 88     -       162.205  (meters)     532.17   (feet)  ADJUSTED  
 DM0577  ___________________________________________________________________
 DM0577  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DM0577  DYNAMIC HT  -         162.035 (meters)     531.61  (feet)  COMP
 DM0577  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 DM0577
 DM0577  VERT ORDER  -  SECOND    CLASS 0
 DM0577
 DM0577.The horizontal coordinates were scaled from a topographic map and have
 DM0577.an estimated accuracy of +/- 6 seconds.
 DM0577
 DM0577.The orthometric height was determined by differential leveling
 DM0577.and adjusted by the National Geodetic Survey in June 1991..
 DM0577
 DM0577.The geoid height was determined by GEOID03.
 DM0577
 DM0577.The dynamic height is computed by dividing the NAVD 88
 DM0577.geopotential number by the normal gravity value computed on the
 DM0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0577.degrees latitude (g = 980.6199 gals.).
 DM0577
 DM0577.The modeled gravity was interpolated from observed gravity values.
 DM0577
 DM0577;                    North         East    Units  Estimated Accuracy
 DM0577;SPC TXNC     - 2,241,800.      875,450.      MT  (+/- 180 meters Scaled)
 DM0577
 DM0577                          SUPERSEDED SURVEY CONTROL
 DM0577
 DM0577  NGVD 29 (??/??/92)  162.167  (m)          532.04   (f) ADJ UNCH    2 0
 DM0577
 DM0577.Superseded values are not recommended for survey control.
 DM0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0577.See file dsdata.txt to determine how the superseded data were derived.
 DM0577
 DM0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT663441(NAD 83)
 DM0577_MARKER: P = PIPE CAP
 DM0577_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0577_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0577_STAMPING: STA 45
 DM0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0577
 DM0577  HISTORY     - Date     Condition        Report By
 DM0577  HISTORY     - UNK      MONUMENTED       USGS
 DM0577  HISTORY     - 1933     GOOD             NGS
 DM0577  HISTORY     - 1944     GOOD             SLSFRR
 DM0577  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 DM0577
 DM0577                          STATION DESCRIPTION
 DM0577
 DM0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0577'12.7 MI N FROM PARIS.
 DM0577'12.7 MILES NORTH OF, ALONG ST. LOUIS-SAN FRANCISCO RY.  IN TOWN OF
 DM0577'POWDERLY, 33 FEET NORTH OF VEGETABLE LOADING HOUSE.  180 FEET NORTH OF
 DM0577'STATION.  27 FEET WEST OF MAIN LINE TRACK C.L.  3 INCH IRON PIPE, WITH
 DM0577'BRASS CAP.  NOTE-- A NEW VEGETABLE LOADING HOUSE HAS BEEN BUILT OVER
 DM0577'THE MARK.  IT IS 10 FT NORTH OF SOUTH END 8 FT W OF E SIDE OF
 DM0577'PLATFORM.
 DM0577
 DM0577                          STATION RECOVERY (1944)
 DM0577
 DM0577'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DM0577'RECOVERED IN GOOD CONDITION.
 DM0577
 DM0577                          STATION RECOVERY (1995)
 DM0577
 DM0577'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2138 ***********************************************************************
 CS2138  DESIGNATION -  450
 CS2138  PID         -  CS2138
 CS2138  STATE/COUNTY-  TX/JOHNSON
 CS2138  USGS QUAD   -  BLUM (1976)
 CS2138
 CS2138                         *CURRENT SURVEY CONTROL
 CS2138  ___________________________________________________________________
 CS2138* NAD 83(1986)-  32 13 46.     (N)    097 22 41.     (W)     SCALED    
 CS2138* NAVD 88     -       224.962  (meters)     738.06   (feet)  ADJUSTED  
 CS2138  ___________________________________________________________________
 CS2138  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CS2138  DYNAMIC HT  -         224.687 (meters)     737.16  (feet)  COMP
 CS2138  MODELED GRAV-     979,411.3   (mgal)                       NAVD 88
 CS2138
 CS2138  VERT ORDER  -  SECOND    CLASS 0
 CS2138
 CS2138.The horizontal coordinates were scaled from a topographic map and have
 CS2138.an estimated accuracy of +/- 6 seconds.
 CS2138
 CS2138.The orthometric height was determined by differential leveling
 CS2138.and adjusted by the National Geodetic Survey in June 1991..
 CS2138
 CS2138.The geoid height was determined by GEOID03.
 CS2138
 CS2138.The dynamic height is computed by dividing the NAVD 88
 CS2138.geopotential number by the normal gravity value computed on the
 CS2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2138.degrees latitude (g = 980.6199 gals.).
 CS2138
 CS2138.The modeled gravity was interpolated from observed gravity values.
 CS2138
 CS2138;                    North         East    Units  Estimated Accuracy
 CS2138;SPC TXNC     - 2,062,970.      705,750.      MT  (+/- 180 meters Scaled)
 CS2138
 CS2138                          SUPERSEDED SURVEY CONTROL
 CS2138
 CS2138  NGVD 29 (??/??/92)  224.939  (m)          737.99   (f) ADJ UNCH    2 0
 CS2138
 CS2138.Superseded values are not recommended for survey control.
 CS2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2138.See file dsdata.txt to determine how the superseded data were derived.
 CS2138
 CS2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA528670(NAD 83)
 CS2138_MARKER: DD = SURVEY DISK
 CS2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2138_STAMPING: 450
 CS2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2138+STABILITY: SURFACE MOTION
 CS2138
 CS2138  HISTORY     - Date     Condition        Report By
 CS2138  HISTORY     - UNK      MONUMENTED       TXGS
 CS2138  HISTORY     - 1966     GOOD             NGS
 CS2138  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2138
 CS2138                          STATION DESCRIPTION
 CS2138
 CS2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2138'0.6 MI S FROM RIO VISTA.
 CS2138'ABOUT 0.6 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2138'FROM RIO VISTA, JOHNSON COUNTY, ABOUT 0.3 MILE SOUTH OF THE RIO VISTA
 CS2138'STATION, AT A ROAD CROSSING, 50 FEET SOUTH OF THE CENTER LINE OF THE
 CS2138'ROAD, AND 48 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK.  A STATE
 CS2138'SURVEY STANDARD DISK, STAMPED 450 AND SET IN THE TOP OF A CONCRETE
 CS2138'POST.  NOTE-- THE RIO VISTA RAILWAY STATION HAS BEEN TORE DOWN.  THE
 CS2138'BENCH MARK MAY BE REACHED FROM THE RIO VISTA POST OFFICE BY GOING 0.3
 CS2138'MILE SOUTH ALONG A BLACKTOP STREET TO SITE OF MARK, 46 FEET EAST OF
 CS2138'THE EAST RAIL ROAD TRACK, 60 FEET SOUTH OF THE CENTER LINE OF STREET,
 CS2138'62 FEET SOUTHEAST OF THE RAILROAD CROSSING, AND 2 FEET WEST OF THE
 CS2138'RIGHT-OF-WAY FENCE.  THEE MARK IS A STATE SURVEY DISK SET IN A 6 X 6
 CS2138'IN. CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF
 CS2138'GROUND.
 CS2138
 CS2138                          STATION RECOVERY (1999)
 CS2138
 CS2138'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0822 ***********************************************************************
 CR0822  DESIGNATION -  450
 CR0822  PID         -  CR0822
 CR0822  STATE/COUNTY-  TX/WOOD
 CR0822  USGS QUAD   -  ALBA (1981)
 CR0822
 CR0822                         *CURRENT SURVEY CONTROL
 CR0822  ___________________________________________________________________
 CR0822* NAD 83(1986)-  32 47 26.     (N)    095 38 12.     (W)     SCALED    
 CR0822* NAVD 88     -       137.271  (meters)     450.36   (feet)  ADJUSTED  
 CR0822  ___________________________________________________________________
 CR0822  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CR0822  DYNAMIC HT  -         137.116 (meters)     449.85  (feet)  COMP
 CR0822  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 CR0822
 CR0822  VERT ORDER  -  FIRST     CLASS II
 CR0822
 CR0822.The horizontal coordinates were scaled from a topographic map and have
 CR0822.an estimated accuracy of +/- 6 seconds.
 CR0822
 CR0822.The orthometric height was determined by differential leveling
 CR0822.and adjusted by the National Geodetic Survey in June 1991..
 CR0822.WARNING-Repeat measurements at this control monument indicate possible
 CR0822.vertical movement.
 CR0822
 CR0822.The geoid height was determined by GEOID03.
 CR0822
 CR0822.The dynamic height is computed by dividing the NAVD 88
 CR0822.geopotential number by the normal gravity value computed on the
 CR0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0822.degrees latitude (g = 980.6199 gals.).
 CR0822
 CR0822.The modeled gravity was interpolated from observed gravity values.
 CR0822
 CR0822;                    North         East    Units  Estimated Accuracy
 CR0822;SPC TXNC     - 2,128,280.      868,150.      MT  (+/- 180 meters Scaled)
 CR0822
 CR0822                          SUPERSEDED SURVEY CONTROL
 CR0822
 CR0822  NGVD 29 (??/??/92)  137.290  (m)          450.43   (f) ADJ UNCH    1 2
 CR0822
 CR0822.Superseded values are not recommended for survey control.
 CR0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0822.See file dsdata.txt to determine how the superseded data were derived.
 CR0822
 CR0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS530311(NAD 83)
 CR0822_MARKER: P = PIPE CAP
 CR0822_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0822_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0822_STAMPING: 450.452
 CR0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0822
 CR0822  HISTORY     - Date     Condition        Report By
 CR0822  HISTORY     - UNK      MONUMENTED       USGS
 CR0822  HISTORY     - 1959     GOOD             NGS
 CR0822  HISTORY     - 19950808 POOR             USPSQD
 CR0822  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0822
 CR0822                          STATION DESCRIPTION
 CR0822
 CR0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0822'0.15 MI S FROM ALBA.
 CR0822'ABOUT 0.15 MILE SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT ALBA,
 CR0822'170 FEET SOUTHEAST OF THE SOUTH LEG OF THE CITY WATER TOWER, 89 FEET
 CR0822'NORTHEAST OF THE CENTER LINE OF THE ABANDONED RAILROAD GRADE, 278 FEET
 CR0822'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 69, 41 FEET NORTHWEST OF
 CR0822'THE CENTER LINE OF KIRBY STREET, 25 FEET SOUTHWEST OF THE SOUTH CORNER
 CR0822'OF AN OLD BARN, 11 1/2 FEET SOUTHWEST OF A LONE 14-INCH TREE, 3 INCHES
 CR0822'NORTHWEST OF AN OLD WOODEN FENCE, AND ON THE TOP OF A 3 1/2-INCH IRON
 CR0822'PIPE PROJECTING 3 INCHES.
 CR0822
 CR0822                          STATION RECOVERY (1995)
 CR0822
 CR0822'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0822'MARK RECOVERED IN POOR CONDITION.
 CR0822
 CR0822                          STATION RECOVERY (2004)
 CR0822
 CR0822'RECOVERY NOTE BY US POWER SQUADRON 2004 (TJ)
 CR0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0038 ***********************************************************************
 FL0038  DESIGNATION -  450
 FL0038  PID         -  FL0038
 FL0038  STATE/COUNTY-  TX/HEMPHILL
 FL0038  USGS QUAD   -  CANADIAN EAST (1972)
 FL0038
 FL0038                         *CURRENT SURVEY CONTROL
 FL0038  ___________________________________________________________________
 FL0038* NAD 83(1986)-  35 56 33.     (N)    100 18 51.     (W)     SCALED    
 FL0038* NAVD 88     -       743.602  (meters)    2439.63   (feet)  ADJUSTED  
 FL0038  ___________________________________________________________________
 FL0038  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FL0038  DYNAMIC HT  -         742.813 (meters)    2437.05  (feet)  COMP
 FL0038  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 FL0038
 FL0038  VERT ORDER  -  FIRST     CLASS II
 FL0038
 FL0038.The horizontal coordinates were scaled from a topographic map and have
 FL0038.an estimated accuracy of +/- 6 seconds.
 FL0038
 FL0038.The orthometric height was determined by differential leveling
 FL0038.and adjusted by the National Geodetic Survey in June 1991..
 FL0038
 FL0038.The geoid height was determined by GEOID03.
 FL0038
 FL0038.The dynamic height is computed by dividing the NAVD 88
 FL0038.geopotential number by the normal gravity value computed on the
 FL0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0038.degrees latitude (g = 980.6199 gals.).
 FL0038
 FL0038.The modeled gravity was interpolated from observed gravity values.
 FL0038
 FL0038;                    North         East    Units  Estimated Accuracy
 FL0038;SPC TX N     - 1,216,140.      306,990.      MT  (+/- 180 meters Scaled)
 FL0038
 FL0038                          SUPERSEDED SURVEY CONTROL
 FL0038
 FL0038  NGVD 29 (??/??/92)  743.259  (m)         2438.51   (f) ADJ UNCH    1 2
 FL0038
 FL0038.Superseded values are not recommended for survey control.
 FL0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0038.See file dsdata.txt to determine how the superseded data were derived.
 FL0038
 FL0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE814783(NAD 83)
 FL0038_MARKER: B = BOLT
 FL0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0038+STABILITY: SURFACE MOTION
 FL0038
 FL0038  HISTORY     - Date     Condition        Report By
 FL0038  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0038  HISTORY     - 1934     GOOD             NGS
 FL0038  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0038
 FL0038                          STATION DESCRIPTION
 FL0038
 FL0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0038'3.6 MI NE FROM CANADIAN.
 FL0038'3.6 MILES NORTHEAST OF CANADIAN RIVER RAILROAD BRIDGE 15 FEET EAST OF
 FL0038'MILE POST 450.  126 FEET SOUTH OF THE CENTERLINE OF THE ATCHISON
 FL0038'TOPEKA AND SANTA FE RAILROAD.  NOTE-- RR HAS BEEN REBUILT AND
 FL0038'REALINGED.
 FL0038
 FL0038                          STATION RECOVERY (1972)
 FL0038
 FL0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3010 ***********************************************************************
 AW3010  DESIGNATION -  45+00 650 1937 USE
 AW3010  PID         -  AW3010
 AW3010  STATE/COUNTY-  TX/HARRIS
 AW3010  USGS QUAD   -  MORGANS POINT (1993)
 AW3010
 AW3010                         *CURRENT SURVEY CONTROL
 AW3010  ___________________________________________________________________
 AW3010* NAD 83(1986)-  29 41 40.     (N)    094 59 15.     (W)     SCALED    
 AW3010* NAVD 88     -         0.92   (+/-2cm)       3.0    (feet)  VERTCON   
 AW3010  ___________________________________________________________________
 AW3010  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3010
 AW3010  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3010
 AW3010.The horizontal coordinates were scaled from a topographic map and have
 AW3010.an estimated accuracy of +/- 6 seconds.
 AW3010
 AW3010.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3010.The vertical order pertains to the NGVD 29 superseded value.
 AW3010
 AW3010.The geoid height was determined by GEOID03.
 AW3010
 AW3010;                    North         East    Units  Estimated Accuracy
 AW3010;SPC TXSC     - 4,212,920.      988,210.      MT  (+/- 180 meters Scaled)
 AW3010
 AW3010                          SUPERSEDED SURVEY CONTROL
 AW3010
 AW3010  NGVD 29 (??/??/92)    0.918  (m)            3.01   (f) ADJ UNCH    1 2
 AW3010
 AW3010.Superseded values are not recommended for survey control.
 AW3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3010.See file dsdata.txt to determine how the superseded data were derived.
 AW3010
 AW3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN077865(NAD 83)
 AW3010_MARKER: DD = SURVEY DISK
 AW3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3010_STAMPING: 45-00 650 1937
 AW3010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3010+STABILITY: SURFACE MOTION
 AW3010
 AW3010  HISTORY     - Date     Condition        Report By
 AW3010  HISTORY     - 1937     MONUMENTED       USE
 AW3010  HISTORY     - 1943     GOOD             NGS
 AW3010  HISTORY     - 1956     MARK NOT FOUND   USGS
 AW3010
 AW3010                          STATION DESCRIPTION
 AW3010
 AW3010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW3010'0.9 MI NW FROM MORGAN POINT.
 AW3010'BENCH MARK IS ABOUT 0.9 MILE NORTHWEST ALONG THE HOUSTON SHIP CHANNEL
 AW3010'FROM THE FERRY AT MORGANS POINT, ABOUT 650.0 FEET NORTHEAST OF THE
 AW3010'CENTERLINE OF CHANNEL, AND ABOUT 81.0 FEET NORTHEAST OF THE NORTHEAST
 AW3010'BANK OF CHANNEL, ON HOG ISLAND.  MONUMENT PROJECTS 0.1 FOOT.
 AW3010
 AW3010                          STATION RECOVERY (1956)
 AW3010
 AW3010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AW3010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3526 ***********************************************************************
 AW3526  DESIGNATION -  450+00 605 R
 AW3526  PID         -  AW3526
 AW3526  STATE/COUNTY-  TX/HARRIS
 AW3526  USGS QUAD   -  HIGHLANDS (1995)
 AW3526
 AW3526                         *CURRENT SURVEY CONTROL
 AW3526  ___________________________________________________________________
 AW3526* NAD 83(1986)-  29 45 31.     (N)    095 04 30.     (W)     SCALED    
 AW3526* NAVD 88     -         0.91   (+/-2cm)       3.0    (feet)  VERTCON   
 AW3526  ___________________________________________________________________
 AW3526  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3526
 AW3526  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3526
 AW3526.The horizontal coordinates were scaled from a topographic map and have
 AW3526.an estimated accuracy of +/- 6 seconds.
 AW3526
 AW3526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3526.The vertical order pertains to the NGVD 29 superseded value.
 AW3526
 AW3526.The geoid height was determined by GEOID03.
 AW3526
 AW3526;                    North         East    Units  Estimated Accuracy
 AW3526;SPC TXSC     - 4,219,740.      979,510.      MT  (+/- 180 meters Scaled)
 AW3526
 AW3526                          SUPERSEDED SURVEY CONTROL
 AW3526
 AW3526  NGVD 29 (??/??/92)    0.903  (m)            2.96   (f) ADJ UNCH    1 2
 AW3526
 AW3526.Superseded values are not recommended for survey control.
 AW3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3526.See file dsdata.txt to determine how the superseded data were derived.
 AW3526
 AW3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN993938(NAD 83)
 AW3526_MARKER: DD = SURVEY DISK
 AW3526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3526_STAMPING: 450+00 605 R
 AW3526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3526+STABILITY: SURFACE MOTION
 AW3526
 AW3526  HISTORY     - Date     Condition        Report By
 AW3526  HISTORY     - UNK      MONUMENTED       USE
 AW3526  HISTORY     - 1964     GOOD             NGS
 AW3526
 AW3526                          STATION DESCRIPTION
 AW3526
 AW3526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3526'0.55 MI SE FROM LYNCHBURG.
 AW3526'ABOUT 0.55 MILE SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3526'SOUTH FERRY LANDING AT LYNCHBURG, ABOUT 100 YARDS NORTH OF SOME SPOIL
 AW3526'BANKS, 16 FEET NORTHWEST OF A GROUP OF BUSHES, 13 FEET SOUTH OF THE
 AW3526'HIGH WATER LINE, 1.5 FEET EAST OF A 4 X 4-INCH POST, AND SET IN THE
 AW3526'TOP OF A CONCRETE POST ABOUT 5 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0037 ***********************************************************************
 FL0037  DESIGNATION -  451
 FL0037  PID         -  FL0037
 FL0037  STATE/COUNTY-  TX/HEMPHILL
 FL0037  USGS QUAD   -  CANADIAN EAST (1972)
 FL0037
 FL0037                         *CURRENT SURVEY CONTROL
 FL0037  ___________________________________________________________________
 FL0037* NAD 83(1986)-  35 56 14.     (N)    100 19 50.     (W)     SCALED    
 FL0037* NAVD 88     -       734.182  (meters)    2408.73   (feet)  ADJUSTED  
 FL0037  ___________________________________________________________________
 FL0037  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FL0037  DYNAMIC HT  -         733.404 (meters)    2406.18  (feet)  COMP
 FL0037  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 FL0037
 FL0037  VERT ORDER  -  FIRST     CLASS II
 FL0037
 FL0037.The horizontal coordinates were scaled from a topographic map and have
 FL0037.an estimated accuracy of +/- 6 seconds.
 FL0037
 FL0037.The orthometric height was determined by differential leveling
 FL0037.and adjusted by the National Geodetic Survey in June 1991..
 FL0037
 FL0037.The geoid height was determined by GEOID03.
 FL0037
 FL0037.The dynamic height is computed by dividing the NAVD 88
 FL0037.geopotential number by the normal gravity value computed on the
 FL0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0037.degrees latitude (g = 980.6199 gals.).
 FL0037
 FL0037.The modeled gravity was interpolated from observed gravity values.
 FL0037
 FL0037;                    North         East    Units  Estimated Accuracy
 FL0037;SPC TX N     - 1,215,540.      305,520.      MT  (+/- 180 meters Scaled)
 FL0037
 FL0037                          SUPERSEDED SURVEY CONTROL
 FL0037
 FL0037  NGVD 29 (??/??/92)  733.840  (m)         2407.61   (f) ADJ UNCH    1 2
 FL0037
 FL0037.Superseded values are not recommended for survey control.
 FL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0037.See file dsdata.txt to determine how the superseded data were derived.
 FL0037
 FL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE799778(NAD 83)
 FL0037_MARKER: B = BOLT
 FL0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0037+STABILITY: SURFACE MOTION
 FL0037
 FL0037  HISTORY     - Date     Condition        Report By
 FL0037  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0037  HISTORY     - 1934     GOOD             NGS
 FL0037  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0037
 FL0037                          STATION DESCRIPTION
 FL0037
 FL0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0037'2.5 MI NE FROM CANADIAN.
 FL0037'2.5 MILES NORTHEAST OF CANADIAN RIVER RAILROAD BRIDGE 311 FEET WEST OF
 FL0037'MILE POST 451.  90 FEET SOUTH OF THE CENTERLINE OF THE ATCHISON TOPEKA
 FL0037'AND SANTA FE RAILROAD.  NOTE-- RR HAS BEEN REBUILT AND REALINGED.
 FL0037
 FL0037                          STATION RECOVERY (1972)
 FL0037
 FL0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1323 ***********************************************************************
 AX1323  DESIGNATION -  451 SA
 AX1323  PID         -  AX1323
 AX1323  STATE/COUNTY-  TX/BASTROP
 AX1323  USGS QUAD   -  ROSANKY (1981)
 AX1323
 AX1323                         *CURRENT SURVEY CONTROL
 AX1323  ___________________________________________________________________
 AX1323* NAD 83(1986)-  29 56 26.     (N)    097 21 19.     (W)     SCALED    
 AX1323* NAVD 88     -       135.09   (+/-2cm)     443.2    (feet)  VERTCON   
 AX1323  ___________________________________________________________________
 AX1323  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX1323
 AX1323  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1323
 AX1323.The horizontal coordinates were scaled from a topographic map and have
 AX1323.an estimated accuracy of +/- 6 seconds.
 AX1323
 AX1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1323.The vertical order pertains to the NGVD 29 superseded value.
 AX1323
 AX1323.The geoid height was determined by GEOID03.
 AX1323
 AX1323;                    North         East    Units  Estimated Accuracy
 AX1323;SPC TX C     - 3,034,210.      987,490.      MT  (+/- 180 meters Scaled)
 AX1323
 AX1323                          SUPERSEDED SURVEY CONTROL
 AX1323
 AX1323  NGVD 29 (??/??/92)  135.032  (m)          443.02   (f) ADJ UNCH    1 2
 AX1323
 AX1323.Superseded values are not recommended for survey control.
 AX1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1323.See file dsdata.txt to determine how the superseded data were derived.
 AX1323
 AX1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU587133(NAD 83)
 AX1323_MARKER: P = PIPE CAP
 AX1323_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1323_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1323_STAMPING: 442.9 451 SA 263
 AX1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1323
 AX1323  HISTORY     - Date     Condition        Report By
 AX1323  HISTORY     - UNK      MONUMENTED       USGS
 AX1323  HISTORY     - 1943     POOR             NGS
 AX1323
 AX1323                          STATION DESCRIPTION
 AX1323
 AX1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1323'4.0 MI W FROM ROSANKY.
 AX1323'4.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1323'STATION AT ROSANKY, 0.1 MILE EAST OF THE STATION SIGN AT JORDAN, 45
 AX1323'FEET SOUTHWEST OF THE CENTER OF A TRACK-ROAD CROSSING, 30 FEET SOUTH
 AX1323'OF THE CENTERLINE OF THE MAIN TRACK, 3 FEET WEST OF A WHITE WOODEN
 AX1323'WITNESS POST, AND 2 FEET HIGHER THAN THE MAIN TRACK.  A UNITED STATES
 AX1323'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 442.9 451 SA 263 AND RIVETED
 AX1323'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1.4 FEET ABOVE GROUND.
 AX1323'NOTE-- IT WAS REPORTED IN JANUARY 1943 THAT THIS PIPE WAS LEANING AT
 AX1323'A SMALL ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0035 ***********************************************************************
 FL0035  DESIGNATION -  452
 FL0035  PID         -  FL0035
 FL0035  STATE/COUNTY-  TX/HEMPHILL
 FL0035  USGS QUAD   -  CANADIAN EAST (1972)
 FL0035
 FL0035                         *CURRENT SURVEY CONTROL
 FL0035  ___________________________________________________________________
 FL0035* NAD 83(1986)-  35 56 24.     (N)    100 20 50.     (W)     SCALED    
 FL0035* NAVD 88     -       722.601  (meters)    2370.73   (feet)  ADJUSTED  
 FL0035  ___________________________________________________________________
 FL0035  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 FL0035  DYNAMIC HT  -         721.833 (meters)    2368.21  (feet)  COMP
 FL0035  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 FL0035
 FL0035  VERT ORDER  -  FIRST     CLASS II
 FL0035
 FL0035.The horizontal coordinates were scaled from a topographic map and have
 FL0035.an estimated accuracy of +/- 6 seconds.
 FL0035
 FL0035.The orthometric height was determined by differential leveling
 FL0035.and adjusted by the National Geodetic Survey in June 1991..
 FL0035
 FL0035.The geoid height was determined by GEOID03.
 FL0035
 FL0035.The dynamic height is computed by dividing the NAVD 88
 FL0035.geopotential number by the normal gravity value computed on the
 FL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0035.degrees latitude (g = 980.6199 gals.).
 FL0035
 FL0035.The modeled gravity was interpolated from observed gravity values.
 FL0035
 FL0035;                    North         East    Units  Estimated Accuracy
 FL0035;SPC TX N     - 1,215,830.      304,010.      MT  (+/- 180 meters Scaled)
 FL0035
 FL0035                          SUPERSEDED SURVEY CONTROL
 FL0035
 FL0035  NGVD 29 (??/??/92)  722.259  (m)         2369.61   (f) ADJ UNCH    1 2
 FL0035
 FL0035.Superseded values are not recommended for survey control.
 FL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0035.See file dsdata.txt to determine how the superseded data were derived.
 FL0035
 FL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE784781(NAD 83)
 FL0035_MARKER: B = BOLT
 FL0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0035+STABILITY: SURFACE MOTION
 FL0035
 FL0035  HISTORY     - Date     Condition        Report By
 FL0035  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0035  HISTORY     - 1934     GOOD             NGS
 FL0035  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0035
 FL0035                          STATION DESCRIPTION
 FL0035
 FL0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0035'1.6 MI NE FROM CANADIAN.
 FL0035'1.6 MILES NORTHEAST OF CANADIAN RIVER BRIDGE 12 FEET WEST OF MILE POST
 FL0035'452.  108 FEET SOUTH OF THE CENTERLINE OF THE ATCHISON TOPEKA AND
 FL0035'SANTA FE RAILROAD.  NOTE-- RR HAS BEEN REBUILT AND REALINGED.
 FL0035
 FL0035                          STATION RECOVERY (1972)
 FL0035
 FL0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0584 ***********************************************************************
 CR0584  DESIGNATION -  453.7
 CR0584  PID         -  CR0584
 CR0584  STATE/COUNTY-  TX/HENDERSON
 CR0584  USGS QUAD   -  ATHENS (1984)
 CR0584
 CR0584                         *CURRENT SURVEY CONTROL
 CR0584  ___________________________________________________________________
 CR0584* NAD 83(1986)-  32 10 23.     (N)    095 52 07.     (W)     SCALED    
 CR0584* NAVD 88     -       138.356  (meters)     453.92   (feet)  ADJUSTED  
 CR0584  ___________________________________________________________________
 CR0584  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0584  DYNAMIC HT  -         138.195 (meters)     453.39  (feet)  COMP
 CR0584  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 CR0584
 CR0584  VERT ORDER  -  SECOND    CLASS 0
 CR0584
 CR0584.The horizontal coordinates were scaled from a topographic map and have
 CR0584.an estimated accuracy of +/- 6 seconds.
 CR0584
 CR0584.The orthometric height was determined by differential leveling
 CR0584.and adjusted by the National Geodetic Survey in June 1991..
 CR0584
 CR0584.The geoid height was determined by GEOID03.
 CR0584
 CR0584.The dynamic height is computed by dividing the NAVD 88
 CR0584.geopotential number by the normal gravity value computed on the
 CR0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0584.degrees latitude (g = 980.6199 gals.).
 CR0584
 CR0584.The modeled gravity was interpolated from observed gravity values.
 CR0584
 CR0584;                    North         East    Units  Estimated Accuracy
 CR0584;SPC TXNC     - 2,059,260.      848,150.      MT  (+/- 180 meters Scaled)
 CR0584
 CR0584                          SUPERSEDED SURVEY CONTROL
 CR0584
 CR0584  NGVD 29 (??/??/92)  138.362  (m)          453.94   (f) ADJ UNCH    2 0
 CR0584
 CR0584.Superseded values are not recommended for survey control.
 CR0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0584.See file dsdata.txt to determine how the superseded data were derived.
 CR0584
 CR0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR295632(NAD 83)
 CR0584_MARKER: Q = CHISELED SQUARE
 CR0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0584_SP_SET: CULVERT
 CR0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0584
 CR0584  HISTORY     - Date     Condition        Report By
 CR0584  HISTORY     - UNK      MONUMENTED       USGS
 CR0584  HISTORY     - 1947     GOOD             NGS
 CR0584  HISTORY     - 19980613 MARK NOT FOUND   USPSQD
 CR0584
 CR0584                          STATION DESCRIPTION
 CR0584
 CR0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0584'2.8 MI SW FROM ATHENS.
 CR0584'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 AND 1.6 MILE SOUTHWEST ALONG
 CR0584'FARM HIGHWAY NO. 59 FROM THE COURT HOUSE AT ATHENS, 12.0 FEET
 CR0584'NORTHWEST OF THE CENTER OF THE HIGHWAY, THE HIGHEST POINT OF AN
 CR0584'OUTLINED CHISELED SQUARE CUT IN THE CENTER AND TOP OF THE NORTHWEST
 CR0584'HEAD-WALL OF A 6X6 FOOT CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 1
 CR0584'FOOT ABOVE THE HIGHWAY.
 CR0584
 CR0584                          STATION RECOVERY (1998)
 CR0584
 CR0584'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1545 ***********************************************************************
 AX1545  DESIGNATION -  454 SA
 AX1545  PID         -  AX1545
 AX1545  STATE/COUNTY-  TX/FAYETTE
 AX1545  USGS QUAD   -  JEDDO (1981)
 AX1545
 AX1545                         *CURRENT SURVEY CONTROL
 AX1545  ___________________________________________________________________
 AX1545* NAD 83(1986)-  29 48 58.     (N)    097 16 08.     (W)     SCALED    
 AX1545* NAVD 88     -       136.21   (+/-2cm)     446.9    (feet)  VERTCON   
 AX1545  ___________________________________________________________________
 AX1545  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AX1545
 AX1545  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1545
 AX1545.The horizontal coordinates were scaled from a topographic map and have
 AX1545.an estimated accuracy of +/- 6 seconds.
 AX1545
 AX1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1545.The vertical order pertains to the NGVD 29 superseded value.
 AX1545
 AX1545.The geoid height was determined by GEOID03.
 AX1545
 AX1545;                    North         East    Units  Estimated Accuracy
 AX1545;SPC TXSC     - 4,220,990.      767,310.      MT  (+/- 180 meters Scaled)
 AX1545
 AX1545                          SUPERSEDED SURVEY CONTROL
 AX1545
 AX1545  NGVD 29 (??/??/92)  136.158  (m)          446.71   (f) ADJ UNCH    2 0
 AX1545
 AX1545.Superseded values are not recommended for survey control.
 AX1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1545.See file dsdata.txt to determine how the superseded data were derived.
 AX1545
 AX1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT672996(NAD 83)
 AX1545_MARKER: P = PIPE CAP
 AX1545_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1545_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1545_STAMPING: 454 SA
 AX1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1545
 AX1545  HISTORY     - Date     Condition        Report By
 AX1545  HISTORY     - UNK      MONUMENTED       USGS
 AX1545  HISTORY     - 1943     GOOD             NGS
 AX1545  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1545
 AX1545                          STATION DESCRIPTION
 AX1545
 AX1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1545'3 MI W FROM CISTERN.
 AX1545'3.0 MILES WEST ALONG A GRADED ROAD LEADING TO JEDDO FROM THE ROAD
 AX1545'INTERSECTION AT CISTERN, FAYETTE COUNTY, AT A SMALL WOODEN BRIDGE, 45
 AX1545'FEET WEST OF THE BRIDGE, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 AX1545'2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A
 AX1545'UNITED STATE GEOLOGICAL SURVEY STANDARD CAP, STAMPED 454 SA AND
 AX1545'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THE MARK IS IN
 AX1545'POOR CONDITION DUE TO SOIL EROSION.
 AX1545
 AX1545                          STATION RECOVERY (1997)
 AX1545
 AX1545'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1541 ***********************************************************************
 AX1541  DESIGNATION -  455 SA
 AX1541  PID         -  AX1541
 AX1541  STATE/COUNTY-  TX/BASTROP
 AX1541  USGS QUAD   -  JEDDO (1981)
 AX1541
 AX1541                         *CURRENT SURVEY CONTROL
 AX1541  ___________________________________________________________________
 AX1541* NAD 83(1986)-  29 48 29.     (N)    097 18 48.     (W)     SCALED    
 AX1541* NAVD 88     -       136.40   (+/-2cm)     447.5    (feet)  VERTCON   
 AX1541  ___________________________________________________________________
 AX1541  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AX1541
 AX1541  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1541
 AX1541.The horizontal coordinates were scaled from a topographic map and have
 AX1541.an estimated accuracy of +/- 6 seconds.
 AX1541
 AX1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1541.The vertical order pertains to the NGVD 29 superseded value.
 AX1541
 AX1541.The geoid height was determined by GEOID03.
 AX1541
 AX1541;                    North         East    Units  Estimated Accuracy
 AX1541;SPC TX C     - 3,019,640.      991,940.      MT  (+/- 180 meters Scaled)
 AX1541
 AX1541                          SUPERSEDED SURVEY CONTROL
 AX1541
 AX1541  NGVD 29 (??/??/92)  136.349  (m)          447.34   (f) ADJ UNCH    2 0
 AX1541
 AX1541.Superseded values are not recommended for survey control.
 AX1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1541.See file dsdata.txt to determine how the superseded data were derived.
 AX1541
 AX1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT629987(NAD 83)
 AX1541_MARKER: P = PIPE CAP
 AX1541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1541_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1541_STAMPING: 455 SA 154
 AX1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1541
 AX1541  HISTORY     - Date     Condition        Report By
 AX1541  HISTORY     - UNK      MONUMENTED       USGS
 AX1541  HISTORY     - 1943     GOOD             NGS
 AX1541
 AX1541                          STATION DESCRIPTION
 AX1541
 AX1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1541'IN JEDDO.
 AX1541'AT JEDDO, BASTROP COUNTY, 0.1 MILE EAST OF THE GENERAL STORE, AT THE
 AX1541'INTERSECTION OF THE CISTERN ROAD AND THE WAELDER ROAD, 25 FEET SOUTH
 AX1541'OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 21 FEET WEST OF THE
 AX1541'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 3 FEET EAST OF A FENCE
 AX1541'CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 455
 AX1541'SA 154 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3527 ***********************************************************************
 AW3527  DESIGNATION -  455+00 600 1928
 AW3527  PID         -  AW3527
 AW3527  STATE/COUNTY-  TX/HARRIS
 AW3527  USGS QUAD   -  HIGHLANDS (1995)
 AW3527
 AW3527                         *CURRENT SURVEY CONTROL
 AW3527  ___________________________________________________________________
 AW3527* NAD 83(1986)-  29 45 35.     (N)    095 04 35.     (W)     SCALED    
 AW3527* NAVD 88     -         0.93   (+/-2cm)       3.1    (feet)  VERTCON   
 AW3527  ___________________________________________________________________
 AW3527  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3527
 AW3527  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3527
 AW3527.The horizontal coordinates were scaled from a topographic map and have
 AW3527.an estimated accuracy of +/- 6 seconds.
 AW3527
 AW3527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3527.The vertical order pertains to the NGVD 29 superseded value.
 AW3527
 AW3527.The geoid height was determined by GEOID03.
 AW3527
 AW3527;                    North         East    Units  Estimated Accuracy
 AW3527;SPC TXSC     - 4,219,860.      979,370.      MT  (+/- 180 meters Scaled)
 AW3527
 AW3527                          SUPERSEDED SURVEY CONTROL
 AW3527
 AW3527  NGVD 29 (??/??/92)    0.926  (m)            3.04   (f) ADJ UNCH    1 2
 AW3527
 AW3527.Superseded values are not recommended for survey control.
 AW3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3527.See file dsdata.txt to determine how the superseded data were derived.
 AW3527
 AW3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN992939(NAD 83)
 AW3527_MARKER: Q = CHISELED SQUARE
 AW3527_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW3527_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW3527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3527
 AW3527  HISTORY     - Date     Condition        Report By
 AW3527  HISTORY     - 1928     MONUMENTED       USE
 AW3527  HISTORY     - 1959     GOOD             NGS
 AW3527  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3527
 AW3527                          STATION DESCRIPTION
 AW3527
 AW3527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3527'0.3 MI SE FROM LYNCHBURG.
 AW3527'ABOUT 0.3 MILE SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE FERRY
 AW3527'LANDING AT LYNCHBURG, AT THE HIGH WATER LINE ON THE SOUTHWEST SHORE OF
 AW3527'THE SHIP CHANNEL, 107 FEET SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST OF A
 AW3527'WOODEN WITNESS POST, IN THE CENTER OF A CHISLED SQUARE IN THE TOP OF A
 AW3527'TILE PIPE FILLED WITH CONCRETE 5 INCHES BELOW THE SURFACE.
 AW3527
 AW3527                          STATION RECOVERY (1964)
 AW3527
 AW3527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0011 ***********************************************************************
 BY0011  DESIGNATION -  455.43
 BY0011  PID         -  BY0011
 BY0011  STATE/COUNTY-  TX/SHELBY
 BY0011  USGS QUAD   -  NEUVILLE (1984)
 BY0011
 BY0011                         *CURRENT SURVEY CONTROL
 BY0011  ___________________________________________________________________
 BY0011* NAD 83(1986)-  31 38 00.     (N)    094 07 49.     (W)     SCALED    
 BY0011* NAVD 88     -       138.92   (+/-2cm)     455.8    (feet)  VERTCON   
 BY0011  ___________________________________________________________________
 BY0011  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY0011
 BY0011  VERT ORDER  -  ? (See Below)
 BY0011
 BY0011.The horizontal coordinates were scaled from a topographic map and have
 BY0011.an estimated accuracy of +/- 6 seconds.
 BY0011
 BY0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0011.The vertical order pertains to the NGVD 29 superseded value.
 BY0011
 BY0011.The geoid height was determined by GEOID03.
 BY0011
 BY0011;                    North         East    Units  Estimated Accuracy
 BY0011;SPC TX C     - 3,234,420.    1,288,130.      MT  (+/- 180 meters Scaled)
 BY0011
 BY0011                          SUPERSEDED SURVEY CONTROL
 BY0011
 BY0011  NGVD 29 (??/??/92)  138.956  (m)          455.89   (f) ADJ UNCH    ?  
 BY0011
 BY0011.Superseded values are not recommended for survey control.
 BY0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0011.See file dsdata.txt to determine how the superseded data were derived.
 BY0011
 BY0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR928003(NAD 83)
 BY0011_MARKER: Z = SEE DESCRIPTION
 BY0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0011_SP_SET: RAIL
 BY0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0011
 BY0011  HISTORY     - Date     Condition        Report By
 BY0011  HISTORY     - UNK      MONUMENTED       GCSFRC
 BY0011  HISTORY     - 1932     GOOD             NGS
 BY0011  HISTORY     - 1934     GOOD             NGS
 BY0011
 BY0011                          STATION DESCRIPTION
 BY0011
 BY0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0011'11.9 MI S FROM CENTER.
 BY0011'11.9 MILES SOUTH OF THE STATION AT CENTER ON THE G.C. AND S.F.R.R.,
 BY0011'VERTICAL RAIL EXTENDING 1 FOOT ABOVE THE GROUND, ELEVATION 455.43
 BY0011'FEET, 30 FEET WEST OF THE TRACK, 4 FEET WEST OF MILE POLE NO. 128, 45
 BY0011'FEET WEST OF MILE RAIL NO. 128.
 BY0011
 BY0011                          STATION RECOVERY (1934)
 BY0011
 BY0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3528 ***********************************************************************
 AW3528  DESIGNATION -  456+56 700 13 63
 AW3528  PID         -  AW3528
 AW3528  STATE/COUNTY-  TX/HARRIS
 AW3528  USGS QUAD   -  HIGHLANDS (1995)
 AW3528
 AW3528                         *CURRENT SURVEY CONTROL
 AW3528  ___________________________________________________________________
 AW3528* NAD 83(1986)-  29 45 37.     (N)    095 04 43.     (W)     SCALED    
 AW3528* NAVD 88     -         0.91   (+/-2cm)       3.0    (feet)  VERTCON   
 AW3528  ___________________________________________________________________
 AW3528  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3528
 AW3528  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3528
 AW3528.The horizontal coordinates were scaled from a topographic map and have
 AW3528.an estimated accuracy of +/- 6 seconds.
 AW3528
 AW3528.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3528.The vertical order pertains to the NGVD 29 superseded value.
 AW3528
 AW3528.The geoid height was determined by GEOID03.
 AW3528
 AW3528;                    North         East    Units  Estimated Accuracy
 AW3528;SPC TXSC     - 4,219,920.      979,150.      MT  (+/- 180 meters Scaled)
 AW3528
 AW3528                          SUPERSEDED SURVEY CONTROL
 AW3528
 AW3528  NGVD 29 (??/??/92)    0.907  (m)            2.98   (f) ADJ UNCH    1 2
 AW3528
 AW3528.Superseded values are not recommended for survey control.
 AW3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3528.See file dsdata.txt to determine how the superseded data were derived.
 AW3528
 AW3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN990940(NAD 83)
 AW3528_MARKER: DD = SURVEY DISK
 AW3528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3528_STAMPING: 456+56 700 13 63
 AW3528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3528+STABILITY: SURFACE MOTION
 AW3528
 AW3528  HISTORY     - Date     Condition        Report By
 AW3528  HISTORY     - UNK      MONUMENTED       USE
 AW3528  HISTORY     - 1964     GOOD             NGS
 AW3528  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3528
 AW3528                          STATION DESCRIPTION
 AW3528
 AW3528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3528'0.2 MI SE FROM LYNCHBURG.
 AW3528'ABOUT 0.2 MILE SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE SOUTH
 AW3528'FERRY LANDING AT LYNCHBURG, 144 FEET SOUTHEAST OF BENCH MARK 460+00
 AW3528'(U.S.E.), ABOUT 30 YARDS SOUTHWEST OF THE HIGH WATER LINE, 30 FEET
 AW3528'NORTHEAST OF THE CENTER LINE OF A SANDY TRAIL ROAD, 1.5 FEET WEST OF A
 AW3528'2 X 4-INCH WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
 AW3528
 AW3528                          STATION RECOVERY (1964)
 AW3528
 AW3528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0595 ***********************************************************************
 CR0595  DESIGNATION -  457.3
 CR0595  PID         -  CR0595
 CR0595  STATE/COUNTY-  TX/HENDERSON
 CR0595  USGS QUAD   -  CROSS ROADS (1984)
 CR0595
 CR0595                         *CURRENT SURVEY CONTROL
 CR0595  ___________________________________________________________________
 CR0595* NAD 83(1986)-  32 07 06.     (N)    095 54 16.     (W)     SCALED    
 CR0595* NAVD 88     -       139.507  (meters)     457.70   (feet)  ADJUSTED  
 CR0595  ___________________________________________________________________
 CR0595  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0595  DYNAMIC HT  -         139.345 (meters)     457.17  (feet)  COMP
 CR0595  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 CR0595
 CR0595  VERT ORDER  -  SECOND    CLASS 0
 CR0595
 CR0595.The horizontal coordinates were scaled from a topographic map and have
 CR0595.an estimated accuracy of +/- 6 seconds.
 CR0595
 CR0595.The orthometric height was determined by differential leveling
 CR0595.and adjusted by the National Geodetic Survey in June 1991..
 CR0595
 CR0595.The geoid height was determined by GEOID03.
 CR0595
 CR0595.The dynamic height is computed by dividing the NAVD 88
 CR0595.geopotential number by the normal gravity value computed on the
 CR0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0595.degrees latitude (g = 980.6199 gals.).
 CR0595
 CR0595.The modeled gravity was interpolated from observed gravity values.
 CR0595
 CR0595;                    North         East    Units  Estimated Accuracy
 CR0595;SPC TXNC     - 2,053,110.      844,920.      MT  (+/- 180 meters Scaled)
 CR0595
 CR0595                          SUPERSEDED SURVEY CONTROL
 CR0595
 CR0595  NGVD 29 (??/??/92)  139.511  (m)          457.71   (f) ADJ UNCH    2 0
 CR0595
 CR0595.Superseded values are not recommended for survey control.
 CR0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0595.See file dsdata.txt to determine how the superseded data were derived.
 CR0595
 CR0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR259572(NAD 83)
 CR0595_MARKER: N = NAIL
 CR0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0595_SP_SET: TREE
 CR0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0595
 CR0595  HISTORY     - Date     Condition        Report By
 CR0595  HISTORY     - UNK      MONUMENTED       USGS
 CR0595  HISTORY     - 1947     GOOD             NGS
 CR0595
 CR0595                          STATION DESCRIPTION
 CR0595
 CR0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0595'7.25 MI SW FROM ATHENS.
 CR0595'1.2 MILE SOUTH ALONG STATE HIGHWAY NO.19 AND 6.05 MILES SOUTHWEST
 CR0595'ALONG FARM HIGHWAY NO. 59 FROM THE COURT HOUSE AT ATHENS, 130.0 FEET
 CR0595'EAST OF THE INTERSECTION OF THE CENTER-LINES OF THE HIGHWAY AND AN
 CR0595'OILED CROSS ROAD, 54.0 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, A
 CR0595'COPPER NAIL AND WASHER DRIVEN IN THE SOUTHWEST ROOT OF A 2-FOOT OAK
 CR0595'TREE, ABOUT 3 FEET ABOVE THE HIGHWAY AND ABOUT 0.2 FOOT ABOVE THE
 CR0595'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0582 ***********************************************************************
 CR0582  DESIGNATION -  458.0
 CR0582  PID         -  CR0582
 CR0582  STATE/COUNTY-  TX/HENDERSON
 CR0582  USGS QUAD   -  ATHENS (1984)
 CR0582
 CR0582                         *CURRENT SURVEY CONTROL
 CR0582  ___________________________________________________________________
 CR0582* NAD 83(1986)-  32 11 07.     (N)    095 51 39.     (W)     SCALED    
 CR0582* NAVD 88     -       139.625  (meters)     458.09   (feet)  ADJUSTED  
 CR0582  ___________________________________________________________________
 CR0582  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0582  DYNAMIC HT  -         139.463 (meters)     457.55  (feet)  COMP
 CR0582  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 CR0582
 CR0582  VERT ORDER  -  SECOND    CLASS 0
 CR0582
 CR0582.The horizontal coordinates were scaled from a topographic map and have
 CR0582.an estimated accuracy of +/- 6 seconds.
 CR0582
 CR0582.The orthometric height was determined by differential leveling
 CR0582.and adjusted by the National Geodetic Survey in June 1991..
 CR0582
 CR0582.The geoid height was determined by GEOID03.
 CR0582
 CR0582.The dynamic height is computed by dividing the NAVD 88
 CR0582.geopotential number by the normal gravity value computed on the
 CR0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0582.degrees latitude (g = 980.6199 gals.).
 CR0582
 CR0582.The modeled gravity was interpolated from observed gravity values.
 CR0582
 CR0582;                    North         East    Units  Estimated Accuracy
 CR0582;SPC TXNC     - 2,060,640.      848,850.      MT  (+/- 180 meters Scaled)
 CR0582
 CR0582                          SUPERSEDED SURVEY CONTROL
 CR0582
 CR0582  NGVD 29 (??/??/92)  139.631  (m)          458.11   (f) ADJ UNCH    2 0
 CR0582
 CR0582.Superseded values are not recommended for survey control.
 CR0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0582.See file dsdata.txt to determine how the superseded data were derived.
 CR0582
 CR0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR302645(NAD 83)
 CR0582_MARKER: Q = CHISELED SQUARE
 CR0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0582_SP_SET: CULVERT
 CR0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0582
 CR0582  HISTORY     - Date     Condition        Report By
 CR0582  HISTORY     - UNK      MONUMENTED       USGS
 CR0582  HISTORY     - 1947     GOOD             NGS
 CR0582  HISTORY     - 19980613 MARK NOT FOUND   USPSQD
 CR0582
 CR0582                          STATION DESCRIPTION
 CR0582
 CR0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0582'1.8 MI SW FROM ATHENS.
 CR0582'1.2 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE COURT HOUSE AT ATHENS,
 CR0582'THENCE 0.6 MILE SOUTHWEST ALONG FARM HIGHWAY 59 TO THE SITE OF THE
 CR0582'MARK, ABOUT 360 FEET SOUTHWEST OF A CURVE, 12 FEET NORTHWEST OF THE
 CR0582'CENTER LINE OF THE HIGHWAY.  A CHISELED SQUARE IN THE TOP OF THE
 CR0582'CENTER OF THE NORTHWEST HEADWALL OF A 4X4 FOOT CONCRETE CULVERT.
 CR0582
 CR0582                          STATION RECOVERY (1998)
 CR0582
 CR0582'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9696 ***********************************************************************
 AB9696  SACS        -  This is a Secondary Airport Control Station.
 AB9696  DESIGNATION -  45R A
 AB9696  PID         -  AB9696
 AB9696  STATE/COUNTY-  TX/HARDIN
 AB9696  USGS QUAD   -  KOUNTZE SOUTH (1984)
 AB9696
 AB9696                         *CURRENT SURVEY CONTROL
 AB9696  ___________________________________________________________________
 AB9696* NAD 83(1993)-  30 20 26.98629(N)    094 15 40.72084(W)     ADJUSTED  
 AB9696* NAVD 88     -        20.70   (meters)      67.9    (feet)  GPS OBS   
 AB9696  ___________________________________________________________________
 AB9696  X           -    -409,367.735 (meters)                     COMP
 AB9696  Y           -  -5,494,031.912 (meters)                     COMP
 AB9696  Z           -   3,203,034.693 (meters)                     COMP
 AB9696  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AB9696  ELLIP HEIGHT-          -6.92  (meters)          (01/25/01) GPS OBS
 AB9696  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AB9696
 AB9696  HORZ ORDER  -  FIRST
 AB9696  ELLP ORDER  -  FOURTH    CLASS II
 AB9696
 AB9696.This mark is at Hawthorne Fld (45R) Airport (45R)
 AB9696
 AB9696.The horizontal coordinates were established by GPS observations
 AB9696.and adjusted by the National Geodetic Survey in January 1997..
 AB9696
 AB9696.The orthometric height was determined by GPS observations and a
 AB9696.high-resolution geoid model.
 AB9696
 AB9696.GPS derived orthometric heights for airport stations designated as
 AB9696.PACS or SACS are published to 2 decimal places.  This maintains
 AB9696.centimeter relative accuracy between the PACS and SACS.  It does
 AB9696.not indicate centimeter accuracy relative to other marks which are
 AB9696.part of the NAVD 88 network.
 AB9696
 AB9696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9696
 AB9696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9696
 AB9696.The ellipsoidal height was determined by GPS observations
 AB9696.and is referenced to NAD 83.
 AB9696
 AB9696.The geoid height was determined by GEOID03.
 AB9696
 AB9696;                    North         East     Units Scale Factor Converg.
 AB9696;SPC TX C     - 3,090,665.316 1,283,534.070   MT  0.99994772   +3 07 38.8
 AB9696;SPC TX C     -10,139,957.79  4,211,061.36   sFT  0.99994772   +3 07 38.8
 AB9696;UTM  15      - 3,357,227.169   378,762.457   MT  0.99978133   -0 38 14.0
 AB9696
 AB9696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9696!SPC TX C     -   1.00000109  x   0.99994772  =   0.99994881
 AB9696!UTM  15      -   1.00000109  x   0.99978133  =   0.99978242
 AB9696
 AB9696:                Primary Azimuth Mark                     Grid Az
 AB9696:SPC TX C     -  HAWPORT                                  134 29 08.4
 AB9696:UTM  15      -  HAWPORT                                  138 15 01.2
 AB9696
 AB9696|---------------------------------------------------------------------|
 AB9696| PID    Reference Object                     Distance      Geod. Az  |
 AB9696|                                                           dddmmss.s |
 AB9696| BL2312 HAWPORT                             429.601 METERS 1373647.2 |
 AB9696|---------------------------------------------------------------------|
 AB9696
 AB9696                          SUPERSEDED SURVEY CONTROL
 AB9696
 AB9696  ELLIP H (01/08/97)   -6.78   (m)                       GP(       ) 4 2
 AB9696
 AB9696.Superseded values are not recommended for survey control.
 AB9696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9696.See file dsdata.txt to determine how the superseded data were derived.
 AB9696
 AB9696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7876257227(NAD 83)
 AB9696_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9696_STAMPING: 45R A 1995
 AB9696_MARK LOGO: NGS   
 AB9696_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9696+STABILITY: SURFACE MOTION
 AB9696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9696+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB9696
 AB9696  HISTORY     - Date     Condition        Report By
 AB9696  HISTORY     - 1995     MONUMENTED       NGS
 AB9696  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 AB9696
 AB9696                          STATION DESCRIPTION
 AB9696
 AB9696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB9696'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) SOUTHEAST OF KOUNTZE AT
 AB9696'THE KOUNTZE-SILSBEE HAWTHORNE FIELD.  OWNERSHIP-- HARDIN COUNTY.
 AB9696'LEASED BY HARRY ALBERT, 1471 HIGHWAY 96 SOUTH SILSBEE,TX.  77656.
 AB9696'PHONE (409) 246-2330 OR (409) 385-4854.  ACCESS IS THROUGH A LOCKED
 AB9696'GATE.  AIRPORT HOURS MON-FRI 9-5, SAT AND SUN 10-5.  TO REACH THE
 AB9696'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 69, 287 AND STATE HIGHWAY
 AB9696'327, ABOUT 3.1 MI (5.0 KM) SOUTHEAST OF KOUNTZE, PROCEED EAST ON STATE
 AB9696'HIGHWAY 327 FOR 1.2 MI (1.9 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 AB9696'TURN RIGHT, SOUTH, FOR 0.7 MI (1.1 KM) TO A LOCKED GATE ON THE RIGHT
 AB9696'(KEY MAY BE OBTAINED FROM THE AIRPORT OFFICE ANOTHER 0.1 MI (0.2 KM)
 AB9696'AHEAD ON ENTRANCE ROAD) .  TURN RIGHT AND PASS THROUGH THE GATE ACROSS
 AB9696'THE APRON FOR 0.05 MI (0.08 KM) TO THE PARALLEL TAXIWAY AND TURN
 AB9696'RIGHT, NORTHWEST, AND CONTINUE FOR 0.25 MI (0.40 KM) TO THE STATION ON
 AB9696'THE LEFT.  THE STATION IS 61.8 M (202.8 FT) EAST OF A TEXAS AERONAUTIC
 AB9696'COMMISSION DISK AT THE CENTERLINE END RUNWAY 13, 53.9 M (176.8 FT)
 AB9696'NORTH-NORTHWEST OF THE NORTHERNMOST VASI,35.1 M SOUTHEAST OF THE
 AB9696'CENTERLINE OF THE CONNECTING TAXIWAY AT THE HOLD BAR, 29.7 M (97.4 FT)
 AB9696'SOUTHWEST OF THE PARALLEL TAXIWAY, AND 4.4 M (14.4 FT) NORTHWEST OF A
 AB9696'5 FT (1.5 M) HIGH PVC PIPE.  NOTE--THIS STATION HAS BEEN SELECTED AS A
 AB9696'SACS.
 AB9696
 AB9696                          STATION RECOVERY (2004)
 AB9696
 AB9696'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB9696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0219 ***********************************************************************
 DQ0219  DESIGNATION -  46
 DQ0219  PID         -  DQ0219
 DQ0219  STATE/COUNTY-  TX/COCHRAN
 DQ0219  USGS QUAD   -  WHITEFACE SW (1970)
 DQ0219
 DQ0219                         *CURRENT SURVEY CONTROL
 DQ0219  ___________________________________________________________________
 DQ0219* NAD 83(1986)-  33 37 08.     (N)    102 43 40.     (W)     SCALED    
 DQ0219* NAVD 88     -      1143.155  (meters)    3750.50   (feet)  ADJUSTED  
 DQ0219  ___________________________________________________________________
 DQ0219  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DQ0219  DYNAMIC HT  -        1141.652 (meters)    3745.57  (feet)  COMP
 DQ0219  MODELED GRAV-     979,282.0   (mgal)                       NAVD 88
 DQ0219
 DQ0219  VERT ORDER  -  SECOND    CLASS 0
 DQ0219
 DQ0219.The horizontal coordinates were scaled from a topographic map and have
 DQ0219.an estimated accuracy of +/- 6 seconds.
 DQ0219
 DQ0219.The orthometric height was determined by differential leveling
 DQ0219.and adjusted by the National Geodetic Survey in June 1991..
 DQ0219
 DQ0219.The geoid height was determined by GEOID03.
 DQ0219
 DQ0219.The dynamic height is computed by dividing the NAVD 88
 DQ0219.geopotential number by the normal gravity value computed on the
 DQ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0219.degrees latitude (g = 980.6199 gals.).
 DQ0219
 DQ0219.The modeled gravity was interpolated from observed gravity values.
 DQ0219
 DQ0219;                    North         East    Units  Estimated Accuracy
 DQ0219;SPC TXNC     - 2,224,380.      207,820.      MT  (+/- 180 meters Scaled)
 DQ0219
 DQ0219                          SUPERSEDED SURVEY CONTROL
 DQ0219
 DQ0219  NGVD 29 (??/??/92) 1142.747  (m)         3749.16   (f) ADJ UNCH    2 0
 DQ0219
 DQ0219.Superseded values are not recommended for survey control.
 DQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0219.See file dsdata.txt to determine how the superseded data were derived.
 DQ0219
 DQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT107222(NAD 83)
 DQ0219_MARKER: B = BOLT
 DQ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0219+STABILITY: SURFACE MOTION
 DQ0219
 DQ0219  HISTORY     - Date     Condition        Report By
 DQ0219  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0219  HISTORY     - 1943     GOOD             NGS
 DQ0219  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0219
 DQ0219                          STATION DESCRIPTION
 DQ0219
 DQ0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DQ0219'4.5 MI E FROM LEHMAN.
 DQ0219'4.5 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0219'STATION AT LEHMAN, COCHRAN COUNTY, 108 FEET NORTHWEST OF MILEPOST 46,
 DQ0219'48 FEET NORTH OF THE CENTERLINE OF THE TRACK, 39 FEET SOUTH OF THE
 DQ0219'CENTERLINE OF A ROAD, AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 DQ0219'FENCE.  A TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
 DQ0219
 DQ0219                          STATION RECOVERY (1971)
 DQ0219
 DQ0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1457 ***********************************************************************
 BL1457  DESIGNATION -  46
 BL1457  PID         -  BL1457
 BL1457  STATE/COUNTY-  TX/GRIMES
 BL1457  USGS QUAD   -  PLANTERSVILLE (1962)
 BL1457
 BL1457                         *CURRENT SURVEY CONTROL
 BL1457  ___________________________________________________________________
 BL1457* NAD 83(1986)-  30 20 21.     (N)    095 49 24.     (W)     SCALED    
 BL1457* NAVD 88     -        73.56   (+/-2cm)     241.3    (feet)  VERTCON   
 BL1457  ___________________________________________________________________
 BL1457  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL1457
 BL1457  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1457
 BL1457.The horizontal coordinates were scaled from a topographic map and have
 BL1457.an estimated accuracy of +/- 6 seconds.
 BL1457
 BL1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1457.The vertical order pertains to the NGVD 29 superseded value.
 BL1457
 BL1457.The geoid height was determined by GEOID03.
 BL1457
 BL1457;                    North         East    Units  Estimated Accuracy
 BL1457;SPC TX C     - 3,083,340.    1,133,520.      MT  (+/- 180 meters Scaled)
 BL1457
 BL1457                          SUPERSEDED SURVEY CONTROL
 BL1457
 BL1457  NGVD 29 (??/??/92)   73.546  (m)          241.29   (f) ADJ UNCH    2 0
 BL1457
 BL1457.Superseded values are not recommended for survey control.
 BL1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1457.See file dsdata.txt to determine how the superseded data were derived.
 BL1457
 BL1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP285597(NAD 83)
 BL1457_MARKER: Z = SEE DESCRIPTION
 BL1457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1457_SP_SET: RAIL
 BL1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1457
 BL1457  HISTORY     - Date     Condition        Report By
 BL1457  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL1457  HISTORY     - 1954     GOOD             NGS
 BL1457
 BL1457                          STATION DESCRIPTION
 BL1457
 BL1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1457'2.6 MI NE FROM PLANTERSVILLE.
 BL1457'2.6 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BL1457'FROM THE STATION AT PLANTERSVILLE, 2 FEET SOUTH OF A FENCE, 23.6 FEET
 BL1457'NORTHWEST OF MILEPOST 46, 43.6 FEET NORTH OF THE NORTH RAIL, THE TOP
 BL1457'OF A VERTICAL SECTION OF RAIL WHICH PROJECTS 2.0 FEET ABOVE THE
 BL1457'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1848 ***********************************************************************
 BK1848  DESIGNATION -  46 ATSFRR
 BK1848  PID         -  BK1848
 BK1848  STATE/COUNTY-  TX/JASPER
 BK1848  USGS QUAD   -  CALL JUNCTION (1984)
 BK1848
 BK1848                         *CURRENT SURVEY CONTROL
 BK1848  ___________________________________________________________________
 BK1848* NAD 83(1986)-  30 34 11.     (N)    093 54 55.     (W)     SCALED    
 BK1848* NAVD 88     -        32.46   (+/-2cm)     106.5    (feet)  VERTCON   
 BK1848  ___________________________________________________________________
 BK1848  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BK1848
 BK1848  VERT ORDER  -  ? (See Below)
 BK1848
 BK1848.The horizontal coordinates were scaled from a topographic map and have
 BK1848.an estimated accuracy of +/- 6 seconds.
 BK1848
 BK1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1848.The vertical order pertains to the NGVD 29 superseded value.
 BK1848
 BK1848.The geoid height was determined by GEOID03.
 BK1848
 BK1848;                    North         East    Units  Estimated Accuracy
 BK1848;SPC TX C     - 3,117,860.    1,315,290.      MT  (+/- 180 meters Scaled)
 BK1848
 BK1848                          SUPERSEDED SURVEY CONTROL
 BK1848
 BK1848  NGVD 29 (??/??/??)   32.441  (m)          106.43   (f) ADJUSTED    ?  
 BK1848
 BK1848.Superseded values are not recommended for survey control.
 BK1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1848.See file dsdata.txt to determine how the superseded data were derived.
 BK1848
 BK1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP122822(NAD 83)
 BK1848_MARKER: X = CHISELED CROSS
 BK1848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1848_SP_SET: RAIL
 BK1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1848
 BK1848  HISTORY     - Date     Condition        Report By
 BK1848  HISTORY     - UNK      MONUMENTED       CGS
 BK1848  HISTORY     - 1932     GOOD             CGS
 BK1848  HISTORY     - 1934     GOOD             CGS
 BK1848  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1848
 BK1848                          STATION DESCRIPTION
 BK1848
 BK1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1848'7.6 MI S FROM KIRBYVILLE.
 BK1848'7.6 MILES SOUTH OF THE STATION AT KIRBYVILLE 7.6 MILES NORTH ALONG THE
 BK1848'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION AT BESSMAY,
 BK1848'JASPER COUNTY, ABOUT 2 MILES SOUTH OF THE STATION AT CALL JUNCTION,
 BK1848'AND ON THE TOP OF VERTICAL MILE RAIL 46.  A CHISELED CROSS.
 BK1848
 BK1848                          STATION RECOVERY (1934)
 BK1848
 BK1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1848'RECOVERED IN GOOD CONDITION.
 BK1848
 BK1848                          STATION RECOVERY (2004)
 BK1848
 BK1848'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK1848'RAILROAD REMOVED CONCRETE MILE MARKER AND REPLACED IT WITH A STEEL
 BK1848'POST AND MILE MARKER SIGN.  MARKER NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2358 ***********************************************************************
 BY2358  DESIGNATION -  46 G
 BY2358  PID         -  BY2358
 BY2358  STATE/COUNTY-  TX/ANDERSON
 BY2358  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2358
 BY2358                         *CURRENT SURVEY CONTROL
 BY2358  ___________________________________________________________________
 BY2358* NAD 83(1986)-  31 47 03.     (N)    095 49 15.     (W)     SCALED    
 BY2358* NAVD 88     -       102.312  (meters)     335.67   (feet)  ADJUSTED  
 BY2358  ___________________________________________________________________
 BY2358  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BY2358  DYNAMIC HT  -         102.190 (meters)     335.27  (feet)  COMP
 BY2358  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 BY2358
 BY2358  VERT ORDER  -  SECOND    CLASS 0
 BY2358
 BY2358.The horizontal coordinates were scaled from a topographic map and have
 BY2358.an estimated accuracy of +/- 6 seconds.
 BY2358
 BY2358.The orthometric height was determined by differential leveling
 BY2358.and adjusted by the National Geodetic Survey in June 1991..
 BY2358
 BY2358.The geoid height was determined by GEOID03.
 BY2358
 BY2358.The dynamic height is computed by dividing the NAVD 88
 BY2358.geopotential number by the normal gravity value computed on the
 BY2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2358.degrees latitude (g = 980.6199 gals.).
 BY2358
 BY2358.The modeled gravity was interpolated from observed gravity values.
 BY2358
 BY2358;                    North         East    Units  Estimated Accuracy
 BY2358;SPC TX C     - 3,243,410.    1,127,270.      MT  (+/- 180 meters Scaled)
 BY2358
 BY2358                          SUPERSEDED SURVEY CONTROL
 BY2358
 BY2358  NGVD 29 (??/??/92)  102.291  (m)          335.60   (f) ADJ UNCH    2 0
 BY2358
 BY2358.Superseded values are not recommended for survey control.
 BY2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2358.See file dsdata.txt to determine how the superseded data were derived.
 BY2358
 BY2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR328199(NAD 83)
 BY2358_MARKER: DD = SURVEY DISK
 BY2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2358_STAMPING: 46 G 1946 335
 BY2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2358+STABILITY: SURFACE MOTION
 BY2358
 BY2358  HISTORY     - Date     Condition        Report By
 BY2358  HISTORY     - 1946     MONUMENTED       USGS
 BY2358  HISTORY     - 1947     GOOD             NGS
 BY2358
 BY2358                          STATION DESCRIPTION
 BY2358
 BY2358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2358'3.9 MI SE FROM TENNESSEE COLONY.
 BY2358'ALONG A GRADED COUNTY ROAD LEADING TO TUCKER.  3.9 MILES SOUTHEAST OF
 BY2358'TENNESSEE COLONY SCHOOL.  56 FEET SOUTHWEST OF THE CENTER OF THE ROAD.
 BY2358'18 FEET SOUTHEAST OF THE SOUTHEAST END OF A CATTLE GUARD ON A PRIVATE
 BY2358'ROAD.  20 FEET NORTHWEST OF A FENCE POST PAINTED 335.6.  2 FEET
 BY2358'NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0496 ***********************************************************************
 DM0496  DESIGNATION -  460
 DM0496  PID         -  DM0496
 DM0496  STATE/COUNTY-  TX/HUNT
 DM0496  USGS QUAD   -  LONE OAK NORTH (1962)
 DM0496
 DM0496                         *CURRENT SURVEY CONTROL
 DM0496  ___________________________________________________________________
 DM0496* NAD 83(1986)-  33 02 36.     (N)    095 59 26.     (W)     SCALED    
 DM0496* NAVD 88     -       140.362  (meters)     460.50   (feet)  ADJUSTED  
 DM0496  ___________________________________________________________________
 DM0496  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DM0496  DYNAMIC HT  -         140.208 (meters)     460.00  (feet)  COMP
 DM0496  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 DM0496
 DM0496  VERT ORDER  -  FIRST     CLASS II
 DM0496
 DM0496.The horizontal coordinates were scaled from a topographic map and have
 DM0496.an estimated accuracy of +/- 6 seconds.
 DM0496
 DM0496.The orthometric height was determined by differential leveling
 DM0496.and adjusted by the National Geodetic Survey in June 1991..
 DM0496
 DM0496.The geoid height was determined by GEOID03.
 DM0496
 DM0496.The dynamic height is computed by dividing the NAVD 88
 DM0496.geopotential number by the normal gravity value computed on the
 DM0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0496.degrees latitude (g = 980.6199 gals.).
 DM0496
 DM0496.The modeled gravity was interpolated from observed gravity values.
 DM0496
 DM0496;                    North         East    Units  Estimated Accuracy
 DM0496;SPC TXNC     - 2,155,460.      834,350.      MT  (+/- 180 meters Scaled)
 DM0496
 DM0496                          SUPERSEDED SURVEY CONTROL
 DM0496
 DM0496  NGVD 29 (??/??/92)  140.360  (m)          460.50   (f) ADJ UNCH    1 2
 DM0496
 DM0496.Superseded values are not recommended for survey control.
 DM0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0496.See file dsdata.txt to determine how the superseded data were derived.
 DM0496
 DM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS207600(NAD 83)
 DM0496_MARKER: DD = SURVEY DISK
 DM0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0496_SP_SET: ABUTMENT
 DM0496_STAMPING: 460.560
 DM0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0496
 DM0496  HISTORY     - Date     Condition        Report By
 DM0496  HISTORY     - UNK      MONUMENTED       USGS
 DM0496  HISTORY     - 1959     GOOD             NGS
 DM0496
 DM0496                          STATION DESCRIPTION
 DM0496
 DM0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DM0496'5.1 MI NW FROM LONE OAK.
 DM0496'ABOUT 3.1 MILES NORTHWEST ALONG THE NEW U. S. HIGHWAY 69 FROM THE
 DM0496'JUNCTION OF FARM ROAD 1567 AT LONE OAK, THENCE ABOUT 0.8 MILE NORTH
 DM0496'ALONG A GRADED DIRT ROAD, THENCE ABOUT 1.2 MILES NORTHWEST ALONG AN
 DM0496'OLD RAILROAD GRADE, OR ABOUT 1.5 MILES SOUTHEAST ALONG THE
 DM0496'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION AT GREENVILLE, THENCE
 DM0496'ABOUT 6.75 MILES SOUTHEAST ALONG U. S. HIGHWAY 69 TO THE JAKE HALL
 DM0496'SERVICE STATION AND STORE, THENCE ABOUT 0.75 MILE EAST ALONG A PRIVATE
 DM0496'PAVED ROAD TO A FARMHOUSE, THENCE ABOUT 1.35 MILES SOUTHEAST ALONG AN
 DM0496'OLD RAILROAD GRADE, AT AN ABANDONED RAILROAD BRIDGE OVER THE SABINE
 DM0496'RIVER, 10 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD RAILROAD GRADE,
 DM0496'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 DM0496'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1307 ***********************************************************************
 AX1307  DESIGNATION -  460 SA
 AX1307  PID         -  AX1307
 AX1307  STATE/COUNTY-  TX/BASTROP
 AX1307  USGS QUAD   -  TOGO (1981)
 AX1307
 AX1307                         *CURRENT SURVEY CONTROL
 AX1307  ___________________________________________________________________
 AX1307* NAD 83(1986)-  29 57 30.     (N)    097 12 45.     (W)     SCALED    
 AX1307* NAVD 88     -       138.17   (+/-2cm)     453.3    (feet)  VERTCON   
 AX1307  ___________________________________________________________________
 AX1307  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AX1307
 AX1307  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1307
 AX1307.The horizontal coordinates were scaled from a topographic map and have
 AX1307.an estimated accuracy of +/- 6 seconds.
 AX1307
 AX1307.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1307.The vertical order pertains to the NGVD 29 superseded value.
 AX1307
 AX1307.The geoid height was determined by GEOID03.
 AX1307
 AX1307;                    North         East    Units  Estimated Accuracy
 AX1307;SPC TX C     - 3,036,560.    1,001,220.      MT  (+/- 180 meters Scaled)
 AX1307
 AX1307                          SUPERSEDED SURVEY CONTROL
 AX1307
 AX1307  NGVD 29 (??/??/92)  138.119  (m)          453.15   (f) ADJ UNCH    1 2
 AX1307
 AX1307.Superseded values are not recommended for survey control.
 AX1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1307.See file dsdata.txt to determine how the superseded data were derived.
 AX1307
 AX1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU724155(NAD 83)
 AX1307_MARKER: P = PIPE CAP
 AX1307_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1307_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1307_STAMPING: 452.673 460 SA 158
 AX1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1307
 AX1307  HISTORY     - Date     Condition        Report By
 AX1307  HISTORY     - UNK      MONUMENTED       USGS
 AX1307  HISTORY     - 1943     GOOD             NGS
 AX1307  HISTORY     - 1976     MARK NOT FOUND   USGS
 AX1307
 AX1307                          STATION DESCRIPTION
 AX1307
 AX1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1307'4.9 MI W FROM SMITHVILLE.
 AX1307'4.9 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1307'STATION AT SMITHVILLE, 0.2 MILE SOUTHWEST OF A SMALL CONCRETE BRIDGE,
 AX1307'0.1 MILE NORTHEAST OF MILEPOST 5, 18 FEET NORTHWEST OF THE CENTERLINE
 AX1307'OF THE TRACK, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 AX1307'WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 AX1307'STAMPED 452.673 460 SA 158 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 AX1307'PIPE PROJECTING ABOUT 0.8 FOOT ABOVE GROUND.
 AX1307
 AX1307                          STATION RECOVERY (1976)
 AX1307
 AX1307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AX1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3531 ***********************************************************************
 AW3531  DESIGNATION -  460+00 700 63 USE
 AW3531  PID         -  AW3531
 AW3531  STATE/COUNTY-  TX/HARRIS
 AW3531  USGS QUAD   -  HIGHLANDS (1995)
 AW3531
 AW3531                         *CURRENT SURVEY CONTROL
 AW3531  ___________________________________________________________________
 AW3531* NAD 83(1986)-  29 45 38.     (N)    095 04 45.     (W)     SCALED    
 AW3531* NAVD 88     -         0.53   (+/-2cm)       1.7    (feet)  VERTCON   
 AW3531  ___________________________________________________________________
 AW3531  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3531
 AW3531  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3531
 AW3531.The horizontal coordinates were scaled from a topographic map and have
 AW3531.an estimated accuracy of +/- 6 seconds.
 AW3531
 AW3531.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3531.The vertical order pertains to the NGVD 29 superseded value.
 AW3531
 AW3531.The geoid height was determined by GEOID03.
 AW3531
 AW3531;                    North         East    Units  Estimated Accuracy
 AW3531;SPC TXSC     - 4,219,940.      979,100.      MT  (+/- 180 meters Scaled)
 AW3531
 AW3531                          SUPERSEDED SURVEY CONTROL
 AW3531
 AW3531  NGVD 29 (??/??/92)    0.530  (m)            1.74   (f) ADJ UNCH    1 2
 AW3531
 AW3531.Superseded values are not recommended for survey control.
 AW3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3531.See file dsdata.txt to determine how the superseded data were derived.
 AW3531
 AW3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN989940(NAD 83)
 AW3531_MARKER: DD = SURVEY DISK
 AW3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3531_STAMPING: 460+00 700 63
 AW3531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3531+STABILITY: SURFACE MOTION
 AW3531
 AW3531  HISTORY     - Date     Condition        Report By
 AW3531  HISTORY     - UNK      MONUMENTED       USE
 AW3531  HISTORY     - 1964     GOOD             NGS
 AW3531
 AW3531                          STATION DESCRIPTION
 AW3531
 AW3531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3531'0.2 MI SE FROM LYNCHBURG.
 AW3531'ABOUT 0.2 MILE SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE SOUTH
 AW3531'FERRY LANDING AT LYNCHBURG, ABOUT 67 YARDS EAST OF A PIPELINE, ABOUT
 AW3531'56 YARDS SOUTH OF THE HIGH WATER LINE, 102 FEET NORTH OF THE CENTER
 AW3531'LINE OF A TRACK ROAD, 145 FEET SOUTHWEST OF BENCH MARK 465+89.47 600
 AW3531'(U.S.E.), AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0222 ***********************************************************************
 CD0222  DESIGNATION -  4603
 CD0222  PID         -  CD0222
 CD0222  STATE/COUNTY-  TX/HUDSPETH
 CD0222  USGS QUAD   -  HACKETT PEAK (1964)
 CD0222
 CD0222                         *CURRENT SURVEY CONTROL
 CD0222  ___________________________________________________________________
 CD0222* NAD 83(1986)-  31 04 09.     (N)    104 58 11.     (W)     SCALED    
 CD0222* NAVD 88     -      1406.143  (meters)    4613.32   (feet)  POSTED    
 CD0222  ___________________________________________________________________
 CD0222  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0222  DYNAMIC HT  -        1403.900 (meters)    4605.96  (feet)  COMP
 CD0222  MODELED GRAV-     978,993.1   (mgal)                       NAVD 88
 CD0222
 CD0222  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CD0222
 CD0222.The horizontal coordinates were scaled from a topographic map and have
 CD0222.an estimated accuracy of +/- 6 seconds.
 CD0222
 CD0222.The orthometric height was determined by differential leveling
 CD0222.and adjusted by the National Geodetic Survey in 1992..
 CD0222.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CD0222.rate of 1.1 thru 2.0 mm/km.
 CD0222
 CD0222.The geoid height was determined by GEOID03.
 CD0222
 CD0222.The dynamic height is computed by dividing the NAVD 88
 CD0222.geopotential number by the normal gravity value computed on the
 CD0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0222.degrees latitude (g = 980.6199 gals.).
 CD0222
 CD0222.The modeled gravity was interpolated from observed gravity values.
 CD0222
 CD0222;                    North         East    Units  Estimated Accuracy
 CD0222;SPC TX C     - 3,164,690.      257,710.      MT  (+/- 180 meters Scaled)
 CD0222
 CD0222                          SUPERSEDED SURVEY CONTROL
 CD0222
 CD0222.No superseded survey control is available for this station.
 CD0222
 CD0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ028372(NAD 83)
 CD0222_MARKER: DD = SURVEY DISK
 CD0222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0222_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0222_STAMPING: 4611.585 VAN HRN 1903
 CD0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0222
 CD0222  HISTORY     - Date     Condition        Report By
 CD0222  HISTORY     - 1903     MONUMENTED       USGS
 CD0222  HISTORY     - 1956     MARK NOT FOUND   NGS
 CD0222
 CD0222                          STATION DESCRIPTION
 CD0222
 CD0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0222'2.0 MI E FROM ALLAMORE.
 CD0222'2.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM ALLAMORE,
 CD0222'HUDSPETH COUNTY, 34 YARDS WEST OF DOUBLE SIGNAL 744.4, AND 28 FEET
 CD0222'NORTH OF THE CENTER LINE OF THE TRACK.  A USGS SURVEY STANDARD CAP,
 CD0222'STAMPED 4611.585 VAN HORN 1903 AND RIVETED ON THE TOP OF A 3 1/2 INCH
 CD0222'IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1299 ***********************************************************************
 AX1299  DESIGNATION -  463 SA
 AX1299  PID         -  AX1299
 AX1299  STATE/COUNTY-  TX/LAVACA
 AX1299  USGS QUAD   -  MOULTON (1981)
 AX1299
 AX1299                         *CURRENT SURVEY CONTROL
 AX1299  ___________________________________________________________________
 AX1299* NAD 83(1986)-  29 30 38.     (N)    097 09 09.     (W)     SCALED    
 AX1299* NAVD 88     -       120.48   (+/-2cm)     395.3    (feet)  VERTCON   
 AX1299  ___________________________________________________________________
 AX1299  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AX1299
 AX1299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1299
 AX1299.The horizontal coordinates were scaled from a topographic map and have
 AX1299.an estimated accuracy of +/- 6 seconds.
 AX1299
 AX1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1299.The vertical order pertains to the NGVD 29 superseded value.
 AX1299
 AX1299.The geoid height was determined by GEOID03.
 AX1299
 AX1299;                    North         East    Units  Estimated Accuracy
 AX1299;SPC TXSC     - 4,187,300.      779,100.      MT  (+/- 180 meters Scaled)
 AX1299
 AX1299                          SUPERSEDED SURVEY CONTROL
 AX1299
 AX1299  NGVD 29 (??/??/92)  120.45   (m)          395.2    (f) COMPUTED    2 0
 AX1299
 AX1299.Superseded values are not recommended for survey control.
 AX1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1299.See file dsdata.txt to determine how the superseded data were derived.
 AX1299
 AX1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT790659(NAD 83)
 AX1299_MARKER: Z = SEE DESCRIPTION
 AX1299_SETTING: 0 = UNSPECIFIED SETTING
 AX1299_STAMPING: 463 S.A.
 AX1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1299
 AX1299  HISTORY     - Date     Condition        Report By
 AX1299  HISTORY     - UNK      MONUMENTED       USGS
 AX1299  HISTORY     - 1933     GOOD             NGS
 AX1299
 AX1299                          STATION DESCRIPTION
 AX1299
 AX1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AX1299'4.7 MI S FROM MOULTON.
 AX1299'ALONG THE TEXAS AND NEW ORLEANS R.R. 800 FT. NORTH OF THE STORE AT
 AX1299'HENKBEUS ON THE EAST SIDE OF THE MOULTON-SHINER ROAD 12 FT. SOUTH OF
 AX1299'THE CORNER OF THE FENCE AT THE MOUTH OF THE LANE THAT GOES TO WITTING
 AX1299'AND 100 FT. EAST OF THE CENTERLINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6232 ***********************************************************************
 AW6232  DESIGNATION -  464 19.71 605R USE
 AW6232  PID         -  AW6232
 AW6232  STATE/COUNTY-  TX/HARRIS
 AW6232  USGS QUAD   -  HIGHLANDS (1995)
 AW6232
 AW6232                         *CURRENT SURVEY CONTROL
 AW6232  ___________________________________________________________________
 AW6232* NAD 83(1993)-  29 45 38.75500(N)    095 04 42.23305(W)     ADJUSTED  
 AW6232* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6232  ___________________________________________________________________
 AW6232  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6232  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6232
 AW6232  HORZ ORDER  -  THIRD
 AW6232
 AW6232.The horizontal coordinates were established by classical geodetic methods
 AW6232.and adjusted by the National Geodetic Survey in February 1996..
 AW6232
 AW6232.The orthometric height was scaled from a topographic map.
 AW6232
 AW6232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6232
 AW6232.The geoid height was determined by GEOID03.
 AW6232
 AW6232;                    North         East     Units Scale Factor Converg.
 AW6232;SPC TXSC     - 4,219,969.965   979,172.557   MT  0.99989077   +1 55 16.5
 AW6232;SPC TXSC     -13,845,018.13  3,212,501.96   sFT  0.99989077   +1 55 16.5
 AW6232;UTM  15      - 3,294,086.430   299,041.738   MT  1.00009829   -1 01 55.3
 AW6232
 AW6232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6232!SPC TXSC     -   1.00000411  x   0.99989077  =   0.99989488
 AW6232!UTM  15      -   1.00000411  x   1.00009829  =   1.00010241
 AW6232
 AW6232                          SUPERSEDED SURVEY CONTROL
 AW6232
 AW6232  NAD 83(1986)-  29 45 38.77052(N)    095 04 42.21422(W) AD(       ) 3
 AW6232  NAD 27      -  29 45 37.95367(N)    095 04 41.46618(W) AD(       ) 3
 AW6232
 AW6232.Superseded values are not recommended for survey control.
 AW6232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6232.See file dsdata.txt to determine how the superseded data were derived.
 AW6232
 AW6232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9904294086(NAD 83)
 AW6232_MARKER: DD = SURVEY DISK
 AW6232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6232+STABILITY: SURFACE MOTION
 AW6232
 AW6232  HISTORY     - Date     Condition        Report By
 AW6232  HISTORY     - 1955     MONUMENTED       USE
 AW6232  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AW6232
 AW6232                          STATION DESCRIPTION
 AW6232
 AW6232'DESCRIBED BY US ENGINEERS 1955 (LFW)
 AW6232'LOCATED 0.1 MI. SE OF THE LYNCHBURG FERRY CROSSING, ON THE
 AW6232'S BANK OF THE HOUSTON SHIP CHANNEL, 93 FT. S OF THE S BANK,
 AW6232'95 FT. N OF THE THE TRAIL PARALLELING THE BANK, AND 80 FT. SE
 AW6232'OF THE EDGE OF THE MANGROVE.
 AW6232'
 AW6232'A U.S.E. DISK, STAMPED PC 464+19.71 605 AND SET IN THE TOP
 AW6232'OF A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6232'
 AW6232'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6232'
 AW6232'THIS IS A TRAVERSE STATION.
 AW6232
 AW6232                          STATION RECOVERY (1994)
 AW6232
 AW6232'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1286 ***********************************************************************
 AX1286  DESIGNATION -  465
 AX1286  PID         -  AX1286
 AX1286  STATE/COUNTY-  TX/FAYETTE
 AX1286  USGS QUAD   -  FLATONIA (1981)
 AX1286
 AX1286                         *CURRENT SURVEY CONTROL
 AX1286  ___________________________________________________________________
 AX1286* NAD 83(1986)-  29 41 14.     (N)    097 06 56.     (W)     SCALED    
 AX1286* NAVD 88     -       139.52   (+/-2cm)     457.7    (feet)  VERTCON   
 AX1286  ___________________________________________________________________
 AX1286  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AX1286
 AX1286  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1286
 AX1286.The horizontal coordinates were scaled from a topographic map and have
 AX1286.an estimated accuracy of +/- 6 seconds.
 AX1286
 AX1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1286.The vertical order pertains to the NGVD 29 superseded value.
 AX1286
 AX1286.The geoid height was determined by GEOID03.
 AX1286
 AX1286;                    North         East    Units  Estimated Accuracy
 AX1286;SPC TXSC     - 4,206,930.      782,360.      MT  (+/- 180 meters Scaled)
 AX1286
 AX1286                          SUPERSEDED SURVEY CONTROL
 AX1286
 AX1286  NGVD 29 (??/??/92)  139.482  (m)          457.62   (f) ADJ UNCH    2 0
 AX1286
 AX1286.Superseded values are not recommended for survey control.
 AX1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1286.See file dsdata.txt to determine how the superseded data were derived.
 AX1286
 AX1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT823856(NAD 83)
 AX1286_MARKER: P = PIPE CAP
 AX1286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1286_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1286_STAMPING: 465 SA. 55
 AX1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1286
 AX1286  HISTORY     - Date     Condition        Report By
 AX1286  HISTORY     - UNK      MONUMENTED       USGS
 AX1286  HISTORY     - 1943     GOOD             NGS
 AX1286  HISTORY     - 1988     GOOD             USPSQD
 AX1286  HISTORY     - 19970607 GOOD             USPSQD
 AX1286
 AX1286                          STATION DESCRIPTION
 AX1286
 AX1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1286'IN FLATONIA.
 AX1286'BENCH MARK IS ALONG THE SOUTHERN PACIFIC RAILROAD AT THE INTERSECTION
 AX1286'OF THE WACO-YOAKUM BRANCH AND THE MAIN LINE, IT IS 39.6 FEET SOUTHWEST
 AX1286'OF THE CENTER OF THE INTERSECTION, 21.5 FEET SOUTH OF THE CENTER-LINE
 AX1286'OF THE MAIN TRACK, 15.6 FEET NORTHWEST OF THE CENTER-LINE OF THE
 AX1286'WACO-YOAKUM TRACK, 1.5 FOOT NORTHEAST OF     8 FOOT A 4X4 INCH WOODEN
 AX1286'MARKER POST.  A (USGS.) BRASS CAP ON TOP OF A 3 1/2 INCH IRON PIPE 0.8
 AX1286'FOOT BELOW THE TOP OF THE GROUND.
 AX1286
 AX1286                          STATION RECOVERY (1988)
 AX1286
 AX1286'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1286'RECOVERED IN GOOD CONDITION.
 AX1286
 AX1286                          STATION RECOVERY (1997)
 AX1286
 AX1286'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0581 ***********************************************************************
 BM0581  DESIGNATION -  465.6 USGS=GEOL AUSTIN
 BM0581  PID         -  BM0581
 BM0581  STATE/COUNTY-  TX/TRAVIS
 BM0581  USGS QUAD   -  AUSTIN EAST (1988)
 BM0581
 BM0581                         *CURRENT SURVEY CONTROL
 BM0581  ___________________________________________________________________
 BM0581* NAD 83(1986)-  30 15 48.     (N)    097 43 54.     (W)     SCALED    
 BM0581* NAVD 88     -       141.990  (meters)     465.85   (feet)  ADJUSTED  
 BM0581  ___________________________________________________________________
 BM0581  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BM0581  DYNAMIC HT  -         141.796 (meters)     465.21  (feet)  COMP
 BM0581  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 BM0581
 BM0581  VERT ORDER  -  FIRST     CLASS II
 BM0581
 BM0581.The horizontal coordinates were scaled from a topographic map and have
 BM0581.an estimated accuracy of +/- 6 seconds.
 BM0581
 BM0581.The orthometric height was determined by differential leveling
 BM0581.and adjusted by the National Geodetic Survey in June 1991..
 BM0581
 BM0581.The geoid height was determined by GEOID03.
 BM0581
 BM0581.The dynamic height is computed by dividing the NAVD 88
 BM0581.geopotential number by the normal gravity value computed on the
 BM0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0581.degrees latitude (g = 980.6199 gals.).
 BM0581
 BM0581.The modeled gravity was interpolated from observed gravity values.
 BM0581
 BM0581;                    North         East    Units  Estimated Accuracy
 BM0581;SPC TX C     - 3,069,070.      950,330.      MT  (+/- 180 meters Scaled)
 BM0581
 BM0581                          SUPERSEDED SURVEY CONTROL
 BM0581
 BM0581  NGVD 29 (??/??/92)  141.90   (m)          465.6    (f) COMPUTED    1 2
 BM0581
 BM0581.Superseded values are not recommended for survey control.
 BM0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0581.See file dsdata.txt to determine how the superseded data were derived.
 BM0581
 BM0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU220486(NAD 83)
 BM0581_MARKER: Z = SEE DESCRIPTION
 BM0581_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0581_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0581_STAMPING: 465.4 SA
 BM0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0581
 BM0581  HISTORY     - Date     Condition        Report By
 BM0581  HISTORY     - UNK      MONUMENTED       USGS
 BM0581  HISTORY     - 1933     GOOD             NGS
 BM0581  HISTORY     - 1953     MARK NOT FOUND   NGS
 BM0581  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0581
 BM0581                          STATION DESCRIPTION
 BM0581
 BM0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0581'IN AUSTIN.
 BM0581'AT AUSTIN, TRAVIS COUNTY, IN THE FREIGHT YARD OF THE HOUSTON AND TEXAS
 BM0581'CENTRAL RAILROAD, 60 METERS (197 FEET) WEST OF THE OFFICE DOOR OF THE
 BM0581'FREIGHT DEPOT, CLOSE TO A TELEGRAPH POLE, AND ABOUT 15 FEET NORTH OF
 BM0581'THE NORTHERNMOST TRACK.  A USGS SURVEY STANDARD IRON POST, STAMPED
 BM0581'465.4 SA.
 BM0581
 BM0581                          STATION RECOVERY (1953)
 BM0581
 BM0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BM0581'MARK NOT FOUND.
 BM0581
 BM0581                          STATION RECOVERY (2003)
 BM0581
 BM0581'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3529 ***********************************************************************
 AW3529  DESIGNATION -  465+89.47 500 PC 1937
 AW3529  PID         -  AW3529
 AW3529  STATE/COUNTY-  TX/HARRIS
 AW3529  USGS QUAD   -  HIGHLANDS (1995)
 AW3529
 AW3529                         *CURRENT SURVEY CONTROL
 AW3529  ___________________________________________________________________
 AW3529* NAD 83(1986)-  29 45 40.     (N)    095 04 44.     (W)     SCALED    
 AW3529* NAVD 88     -         0.51   (+/-2cm)       1.7    (feet)  VERTCON   
 AW3529  ___________________________________________________________________
 AW3529  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3529
 AW3529  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3529
 AW3529.The horizontal coordinates were scaled from a topographic map and have
 AW3529.an estimated accuracy of +/- 6 seconds.
 AW3529
 AW3529.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3529.The vertical order pertains to the NGVD 29 superseded value.
 AW3529
 AW3529.The geoid height was determined by GEOID03.
 AW3529
 AW3529;                    North         East    Units  Estimated Accuracy
 AW3529;SPC TXSC     - 4,220,010.      979,120.      MT  (+/- 180 meters Scaled)
 AW3529
 AW3529                          SUPERSEDED SURVEY CONTROL
 AW3529
 AW3529  NGVD 29 (??/??/92)    0.503  (m)            1.65   (f) ADJ UNCH    1 2
 AW3529
 AW3529.Superseded values are not recommended for survey control.
 AW3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3529.See file dsdata.txt to determine how the superseded data were derived.
 AW3529
 AW3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN989941(NAD 83)
 AW3529_MARKER: DD = SURVEY DISK
 AW3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3529_STAMPING: PC 465+89.47 500 1937
 AW3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3529+STABILITY: SURFACE MOTION
 AW3529
 AW3529  HISTORY     - Date     Condition        Report By
 AW3529  HISTORY     - 1937     MONUMENTED       USE
 AW3529  HISTORY     - 1959     GOOD             NGS
 AW3529  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3529
 AW3529                          STATION DESCRIPTION
 AW3529
 AW3529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3529'0.15 MI SE FROM LYNCHBURG.
 AW3529'ABOUT 0.15 MILE SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3529'FERRY LANDING AT LYNCHBURG, AT THE EDGE OF THE HIGH WATER LINE ON THE
 AW3529'SOUTH BANK OF THE CHANNEL, 100 YARDS SOUTHEAST OF A PIPE LINE, 1 1/2
 AW3529'FEET SOUTHWEST OF A 2 X 6-INCH WITNESS POST, 100 FEET NORTH-NORTHEAST
 AW3529'OF BENCH MARK 465+89.47 600 (U.S.E.), AND IN THE TOP OF A CONCRETE
 AW3529'POST FLUSH WITH THE GROUND.  NOTE-- BELIEVED TO HAVE BEEN WASHED OUT.
 AW3529
 AW3529                          STATION RECOVERY (1964)
 AW3529
 AW3529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3530 ***********************************************************************
 AW3530  DESIGNATION -  465+89.47 600 PC 1937
 AW3530  PID         -  AW3530
 AW3530  STATE/COUNTY-  TX/HARRIS
 AW3530  USGS QUAD   -  HIGHLANDS (1995)
 AW3530
 AW3530                         *CURRENT SURVEY CONTROL
 AW3530  ___________________________________________________________________
 AW3530* NAD 83(1986)-  29 45 39.     (N)    095 04 44.     (W)     SCALED    
 AW3530* NAVD 88     -         0.21   (+/-2cm)       0.7    (feet)  VERTCON   
 AW3530  ___________________________________________________________________
 AW3530  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3530
 AW3530  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3530
 AW3530.The horizontal coordinates were scaled from a topographic map and have
 AW3530.an estimated accuracy of +/- 6 seconds.
 AW3530
 AW3530.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3530.The vertical order pertains to the NGVD 29 superseded value.
 AW3530
 AW3530.The geoid height was determined by GEOID03.
 AW3530
 AW3530;                    North         East    Units  Estimated Accuracy
 AW3530;SPC TXSC     - 4,219,980.      979,130.      MT  (+/- 180 meters Scaled)
 AW3530
 AW3530                          SUPERSEDED SURVEY CONTROL
 AW3530
 AW3530  NGVD 29 (??/??/92)    0.207  (m)            0.68   (f) ADJ UNCH    1 2
 AW3530
 AW3530.Superseded values are not recommended for survey control.
 AW3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3530.See file dsdata.txt to determine how the superseded data were derived.
 AW3530
 AW3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN989940(NAD 83)
 AW3530_MARKER: DD = SURVEY DISK
 AW3530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3530_STAMPING: 465+89.47 600 PC 1937
 AW3530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3530+STABILITY: SURFACE MOTION
 AW3530
 AW3530  HISTORY     - Date     Condition        Report By
 AW3530  HISTORY     - 1937     MONUMENTED       USE
 AW3530  HISTORY     - 1964     GOOD             NGS
 AW3530  HISTORY     - 1964     GOOD             NGS
 AW3530
 AW3530                          STATION DESCRIPTION
 AW3530
 AW3530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3530'0.2 MI SE FROM LYNCHBURG.
 AW3530'ABOUT 0.2 MILE SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE SOUTH
 AW3530'FERRY LANDING AT LYNCHBURG, 145 FEET NORTHEAST OF BENCH MARK 460+ 00
 AW3530'(U.S.E.), 109 YARDS EAST OF A PIPELINE, 117 1/2 FEET NORTH OF THE
 AW3530'CENTER LINE OF A SANDY TRACK ROAD, 11 FEET SOUTHWEST OF THE HIGH WATER
 AW3530'LINE, AND SET IN THE TOP OF A PRECAST CONCRETE POST ABOUT 8 INCHES
 AW3530'BELOW THE GROUND.
 AW3530
 AW3530                          STATION RECOVERY (1964)
 AW3530
 AW3530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0337 ***********************************************************************
 DP0337  DESIGNATION -  4676+90
 DP0337  PID         -  DP0337
 DP0337  STATE/COUNTY-  TX/FLOYD
 DP0337  USGS QUAD   -  BARWISE (1968)
 DP0337
 DP0337                         *CURRENT SURVEY CONTROL
 DP0337  ___________________________________________________________________
 DP0337* NAD 83(1986)-  33 58 06.     (N)    101 32 34.     (W)     SCALED    
 DP0337* NAVD 88     -       988.081  (meters)    3241.73   (feet)  POSTED    
 DP0337  ___________________________________________________________________
 DP0337  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DP0337  DYNAMIC HT  -         986.820 (meters)    3237.59  (feet)  COMP
 DP0337  MODELED GRAV-     979,323.2   (mgal)                       NAVD 88
 DP0337
 DP0337  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0337
 DP0337.The horizontal coordinates were scaled from a topographic map and have
 DP0337.an estimated accuracy of +/- 6 seconds.
 DP0337
 DP0337.The orthometric height was determined by differential leveling
 DP0337.and adjusted by the National Geodetic Survey in 1992..
 DP0337.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0337.rate of 1.1 thru 2.0 mm/km.
 DP0337
 DP0337.The geoid height was determined by GEOID03.
 DP0337
 DP0337.The dynamic height is computed by dividing the NAVD 88
 DP0337.geopotential number by the normal gravity value computed on the
 DP0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0337.degrees latitude (g = 980.6199 gals.).
 DP0337
 DP0337.The modeled gravity was interpolated from observed gravity values.
 DP0337
 DP0337;                    North         East    Units  Estimated Accuracy
 DP0337;SPC TXNC     - 2,259,320.      318,830.      MT  (+/- 180 meters Scaled)
 DP0337
 DP0337                          SUPERSEDED SURVEY CONTROL
 DP0337
 DP0337  NGVD 29 (??/??/92)  987.709  (m)         3240.51   (f) ADJ UNCH    1 2
 DP0337
 DP0337.Superseded values are not recommended for survey control.
 DP0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0337.See file dsdata.txt to determine how the superseded data were derived.
 DP0337
 DP0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC650615(NAD 83)
 DP0337_MARKER: Z = SEE DESCRIPTION
 DP0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0337_SP_SET: CONCRETE FILLED PIPE
 DP0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0337
 DP0337  HISTORY     - Date     Condition        Report By
 DP0337  HISTORY     - UNK      MONUMENTED       BNRR
 DP0337  HISTORY     - 1958     GOOD             NGS
 DP0337
 DP0337                          STATION DESCRIPTION
 DP0337
 DP0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0337'2.1 MI SW FROM BARWISE.
 DP0337'2.1 MILE SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0337'THE STATION AT BARWISE, FLOYD COUNTY, ABOUT 0.5 MILE SOUTHWEST OF
 DP0337'MILEPOST L 325, AT STATION 4676+90, ABOUT 60 FEET NORTH OF A
 DP0337'PRIVATE-ROAD CROSSING, ABOUT 50 FEET EAST OF THE TRACK, AND AT THE
 DP0337'INTERSECTION OF A PRIVATE FENCE AND THE RIGHT-OF-WAY FENCE.  THE TOP
 DP0337'OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 DP0337'NOTE-- MARK IS LOCATED ABOUT 4-1/2-FEET NORTH OF A T-FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0878 ***********************************************************************
 AJ0878  DESIGNATION -  468 1919
 AJ0878  PID         -  AJ0878
 AJ0878  STATE/COUNTY-  TX/WEBB
 AJ0878  USGS QUAD   -  LAREDO EAST (1980)
 AJ0878
 AJ0878                         *CURRENT SURVEY CONTROL
 AJ0878  ___________________________________________________________________
 AJ0878* NAD 83(1986)-  27 30 04.     (N)    099 24 20.     (W)     SCALED    
 AJ0878* NAVD 88     -       142.727  (meters)     468.26   (feet)  ADJUSTED  
 AJ0878  ___________________________________________________________________
 AJ0878  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AJ0878  DYNAMIC HT  -         142.501 (meters)     467.52  (feet)  COMP
 AJ0878  MODELED GRAV-     979,060.4   (mgal)                       NAVD 88
 AJ0878
 AJ0878  VERT ORDER  -  FIRST     CLASS II
 AJ0878
 AJ0878.The horizontal coordinates were scaled from a topographic map and have
 AJ0878.an estimated accuracy of +/- 6 seconds.
 AJ0878
 AJ0878.The orthometric height was determined by differential leveling
 AJ0878.and adjusted by the National Geodetic Survey in June 1991..
 AJ0878
 AJ0878.The geoid height was determined by GEOID03.
 AJ0878
 AJ0878.The dynamic height is computed by dividing the NAVD 88
 AJ0878.geopotential number by the normal gravity value computed on the
 AJ0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0878.degrees latitude (g = 980.6199 gals.).
 AJ0878
 AJ0878.The modeled gravity was interpolated from observed gravity values.
 AJ0878
 AJ0878;                    North         East    Units  Estimated Accuracy
 AJ0878;SPC TX S     - 5,203,570.      210,530.      MT  (+/- 180 meters Scaled)
 AJ0878
 AJ0878                          SUPERSEDED SURVEY CONTROL
 AJ0878
 AJ0878  NGVD 29 (??/??/92)  142.74   (m)          468.3    (f) COMPUTED    1 2
 AJ0878
 AJ0878.Superseded values are not recommended for survey control.
 AJ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0878.See file dsdata.txt to determine how the superseded data were derived.
 AJ0878
 AJ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR599420(NAD 83)
 AJ0878_MARKER: DD = SURVEY DISK
 AJ0878_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ0878_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AJ0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0878
 AJ0878  HISTORY     - Date     Condition        Report By
 AJ0878  HISTORY     - 1919     MONUMENTED       USGS
 AJ0878  HISTORY     - 1933     GOOD             NGS
 AJ0878  HISTORY     - 1934     GOOD             NGS
 AJ0878
 AJ0878                          STATION DESCRIPTION
 AJ0878
 AJ0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0878'6.8 MI E FROM LAREDO.
 AJ0878'ON THE TEXAS-MEXICAN 750 FT. EAST OF MILEPOST 8 AND 25 FT. SOUTH OF
 AJ0878'THE TRACK.
 AJ0878
 AJ0878                          STATION RECOVERY (1934)
 AJ0878
 AJ0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2316 ***********************************************************************
 AX2316  DESIGNATION -  468 SA
 AX2316  PID         -  AX2316
 AX2316  STATE/COUNTY-  TX/GONZALES
 AX2316  USGS QUAD   -  HARWOOD (1981)
 AX2316
 AX2316                         *CURRENT SURVEY CONTROL
 AX2316  ___________________________________________________________________
 AX2316* NAD 83(1986)-  29 39 59.     (N)    097 30 10.     (W)     SCALED    
 AX2316* NAVD 88     -       140.54   (+/-2cm)     461.1    (feet)  VERTCON   
 AX2316  ___________________________________________________________________
 AX2316  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX2316
 AX2316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2316
 AX2316.The horizontal coordinates were scaled from a topographic map and have
 AX2316.an estimated accuracy of +/- 6 seconds.
 AX2316
 AX2316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2316.The vertical order pertains to the NGVD 29 superseded value.
 AX2316
 AX2316.The geoid height was determined by GEOID03.
 AX2316
 AX2316;                    North         East    Units  Estimated Accuracy
 AX2316;SPC TXSC     - 4,204,080.      744,920.      MT  (+/- 180 meters Scaled)
 AX2316
 AX2316                          SUPERSEDED SURVEY CONTROL
 AX2316
 AX2316  NGVD 29 (??/??/92)  140.486  (m)          460.91   (f) ADJ UNCH    2 0
 AX2316
 AX2316.Superseded values are not recommended for survey control.
 AX2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2316.See file dsdata.txt to determine how the superseded data were derived.
 AX2316
 AX2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT448827(NAD 83)
 AX2316_MARKER: P = PIPE CAP
 AX2316_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX2316_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX2316_STAMPING: 468 SA
 AX2316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2316
 AX2316  HISTORY     - Date     Condition        Report By
 AX2316  HISTORY     - UNK      MONUMENTED       USGS
 AX2316  HISTORY     - 1943     GOOD             NGS
 AX2316  HISTORY     - 1971     POOR             NGS
 AX2316  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2316
 AX2316                          STATION DESCRIPTION
 AX2316
 AX2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2316'IN HARWOOD.
 AX2316'AT HARWOOD, GONZALES COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 100
 AX2316'FEET WEST OF THE STATION, 93 FEET SOUTH OF THE CENTERLINE OF U.S.
 AX2316'HIGHWAY 90, 25 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND
 AX2316'LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 AX2316'STAMPED 468 SA AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 AX2316
 AX2316                          STATION RECOVERY (1971)
 AX2316
 AX2316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX2316'MARK RECOVERED IN POOR CONDITION.
 AX2316
 AX2316                          STATION RECOVERY (1987)
 AX2316
 AX2316'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2317 ***********************************************************************
 AX2317  DESIGNATION -  468 SA RESET 1971
 AX2317  PID         -  AX2317
 AX2317  STATE/COUNTY-  TX/GONZALES
 AX2317  USGS QUAD   -  HARWOOD (1981)
 AX2317
 AX2317                         *CURRENT SURVEY CONTROL
 AX2317  ___________________________________________________________________
 AX2317* NAD 83(1986)-  29 39 59.     (N)    097 30 10.     (W)     SCALED    
 AX2317* NAVD 88     -       141.33   (+/-2cm)     463.7    (feet)  VERTCON   
 AX2317  ___________________________________________________________________
 AX2317  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX2317
 AX2317  VERT ORDER  -  THIRD (See Below)
 AX2317
 AX2317.The horizontal coordinates were scaled from a topographic map and have
 AX2317.an estimated accuracy of +/- 6 seconds.
 AX2317
 AX2317.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2317.The vertical order pertains to the NGVD 29 superseded value.
 AX2317
 AX2317.The geoid height was determined by GEOID03.
 AX2317
 AX2317;                    North         East    Units  Estimated Accuracy
 AX2317;SPC TXSC     - 4,204,080.      744,920.      MT  (+/- 180 meters Scaled)
 AX2317
 AX2317                          SUPERSEDED SURVEY CONTROL
 AX2317
 AX2317  NGVD 29 (01/29/03)  141.27   (m)          463.5    (f) RESET       3  
 AX2317
 AX2317.Superseded values are not recommended for survey control.
 AX2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2317.See file dsdata.txt to determine how the superseded data were derived.
 AX2317
 AX2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT448827(NAD 83)
 AX2317_MARKER: DB = BENCH MARK DISK
 AX2317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2317_SP_SET: SIDEWALK
 AX2317_STAMPING: 468 SA USGS RESET 1971
 AX2317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2317+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX2317
 AX2317  HISTORY     - Date     Condition        Report By
 AX2317  HISTORY     - 1971     MONUMENTED       NGS
 AX2317  HISTORY     - 20050318 GOOD             USPSQD
 AX2317
 AX2317                          STATION DESCRIPTION
 AX2317
 AX2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX2317'IN HARWOOD.
 AX2317'AT HARWOOD, AT THE POST OFFICE, IN THE EAST WALL AT THE SOUTHEAST
 AX2317'CORNER OF THE BUILDING, SET VERTICAL 4-INCHES ABOVE THE SIDEWALK.
 AX2317
 AX2317                          STATION RECOVERY (2005)
 AX2317
 AX2317'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0696 ***********************************************************************
 CD0696  DESIGNATION -  4686 USGS
 CD0696  PID         -  CD0696
 CD0696  STATE/COUNTY-  TX/HUDSPETH
 CD0696  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0696
 CD0696                         *CURRENT SURVEY CONTROL
 CD0696  ___________________________________________________________________
 CD0696* NAD 83(1986)-  31 48 34.     (N)    105 38 28.     (W)     SCALED    
 CD0696* NAVD 88     -      1431.698  (meters)    4697.16   (feet)  ADJUSTED  
 CD0696  ___________________________________________________________________
 CD0696  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0696  DYNAMIC HT  -        1429.486 (meters)    4689.91  (feet)  COMP
 CD0696  MODELED GRAV-     979,043.8   (mgal)                       NAVD 88
 CD0696
 CD0696  VERT ORDER  -  FIRST     CLASS II
 CD0696
 CD0696.The horizontal coordinates were scaled from a topographic map and have
 CD0696.an estimated accuracy of +/- 6 seconds.
 CD0696
 CD0696.The orthometric height was determined by differential leveling
 CD0696.and adjusted by the National Geodetic Survey in June 1991..
 CD0696
 CD0696.The geoid height was determined by GEOID03.
 CD0696
 CD0696.The dynamic height is computed by dividing the NAVD 88
 CD0696.geopotential number by the normal gravity value computed on the
 CD0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0696.degrees latitude (g = 980.6199 gals.).
 CD0696
 CD0696.The modeled gravity was interpolated from observed gravity values.
 CD0696
 CD0696;                    North         East    Units  Estimated Accuracy
 CD0696;SPC TX C     - 3,249,540.      197,620.      MT  (+/- 180 meters Scaled)
 CD0696
 CD0696                          SUPERSEDED SURVEY CONTROL
 CD0696
 CD0696  NGVD 29 (??/??/92) 1431.067  (m)         4695.09   (f) ADJ UNCH    1 2
 CD0696
 CD0696.Superseded values are not recommended for survey control.
 CD0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0696.See file dsdata.txt to determine how the superseded data were derived.
 CD0696
 CD0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR393194(NAD 83)
 CD0696_MARKER: DD = SURVEY DISK
 CD0696_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0696_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0696_STAMPING: 4686
 CD0696_PROJECTION: PROJECTING 25 CENTIMETERS
 CD0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0696
 CD0696  HISTORY     - Date     Condition        Report By
 CD0696  HISTORY     - UNK      MONUMENTED       USGS
 CD0696  HISTORY     - 1943     GOOD             NGS
 CD0696  HISTORY     - 1981     GOOD             NGS
 CD0696
 CD0696                          STATION DESCRIPTION
 CD0696
 CD0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CD0696'53.0 MI E FROM EL PASO.
 CD0696'IN HUDSPETH COUNTY, 53.0 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0696'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 0.5 MILE WEST OF THE
 CD0696'JUNCTION OF A ROAD LEADING SOUTH AT AN ABANDONED SERVICE STATION, AND
 CD0696'160 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 CD0696'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4686 AND RIVETED ON THE TOP OF
 CD0696'A 3-1/2-INCH IRON PIPE PROJECTING 10 INCHES ABOVE GROUND.
 CD0696
 CD0696                          STATION RECOVERY (1981)
 CD0696
 CD0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0696'78.2 KM (48.6 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0696'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0696'0.4 KM (0.25 MI) WEST OF A GRAVELED ROAD LEADING SOUTH TO THE DOUBLE
 CD0696'U CATTLE COMPANY, AT A FIELD ENTRANCE ROAD LEADING NORTHWEST, 55.5
 CD0696'METERS (182.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 54.9
 CD0696'METERS (180.0 FT) NORTHWEST OF THE WEST POST OF A WIRE GATE AND
 CD0696'30.2 METERS (99.0 FT) WEST OF THE ROAD.
 CD0696'THE MARK IS 32.3 METERS  N FROM  A WITNESS POST AND FENCE
 CD0696'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0220 ***********************************************************************
 DQ0220  DESIGNATION -  47
 DQ0220  PID         -  DQ0220
 DQ0220  STATE/COUNTY-  TX/COCHRAN
 DQ0220  USGS QUAD   -  WHITEFACE SW (1970)
 DQ0220
 DQ0220                         *CURRENT SURVEY CONTROL
 DQ0220  ___________________________________________________________________
 DQ0220* NAD 83(1986)-  33 37 12.     (N)    102 44 43.     (W)     SCALED    
 DQ0220* NAVD 88     -      1143.904  (meters)    3752.96   (feet)  ADJUSTED  
 DQ0220  ___________________________________________________________________
 DQ0220  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 DQ0220  DYNAMIC HT  -        1142.399 (meters)    3748.02  (feet)  COMP
 DQ0220  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 DQ0220
 DQ0220  VERT ORDER  -  SECOND    CLASS 0
 DQ0220
 DQ0220.The horizontal coordinates were scaled from a topographic map and have
 DQ0220.an estimated accuracy of +/- 6 seconds.
 DQ0220
 DQ0220.The orthometric height was determined by differential leveling
 DQ0220.and adjusted by the National Geodetic Survey in June 1991..
 DQ0220
 DQ0220.The geoid height was determined by GEOID03.
 DQ0220
 DQ0220.The dynamic height is computed by dividing the NAVD 88
 DQ0220.geopotential number by the normal gravity value computed on the
 DQ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0220.degrees latitude (g = 980.6199 gals.).
 DQ0220
 DQ0220.The modeled gravity was interpolated from observed gravity values.
 DQ0220
 DQ0220;                    North         East    Units  Estimated Accuracy
 DQ0220;SPC TXNC     - 2,224,570.      206,200.      MT  (+/- 180 meters Scaled)
 DQ0220
 DQ0220                          SUPERSEDED SURVEY CONTROL
 DQ0220
 DQ0220  NGVD 29 (??/??/92) 1143.496  (m)         3751.62   (f) ADJ UNCH    2 0
 DQ0220
 DQ0220.Superseded values are not recommended for survey control.
 DQ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0220.See file dsdata.txt to determine how the superseded data were derived.
 DQ0220
 DQ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT091223(NAD 83)
 DQ0220_MARKER: B = BOLT
 DQ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0220+STABILITY: SURFACE MOTION
 DQ0220
 DQ0220  HISTORY     - Date     Condition        Report By
 DQ0220  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0220  HISTORY     - 1943     GOOD             NGS
 DQ0220  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0220
 DQ0220                          STATION DESCRIPTION
 DQ0220
 DQ0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DQ0220'3.5 MI E FROM LEHMAN.
 DQ0220'3.5 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0220'STATION AT LEHMAN, COCHRAN COUNTY, 185 FEET NORTHEAST OF MILEPOST 47,
 DQ0220'60 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD, 48 FEET
 DQ0220'NORTH OF THE CENTERLINE OF THE TRACK, 11 FEET EAST-SOUTHEAST OF A
 DQ0220'POLE, AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A TRACK BOLT
 DQ0220'SET IN THE TOP OF A CONCRETE POST.
 DQ0220
 DQ0220                          STATION RECOVERY (1971)
 DQ0220
 DQ0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0457 ***********************************************************************
 DM0457  DESIGNATION -  47
 DM0457  PID         -  DM0457
 DM0457  STATE/COUNTY-  TX/FRANKLIN
 DM0457  USGS QUAD   -  BOGATA (1964)
 DM0457
 DM0457                         *CURRENT SURVEY CONTROL
 DM0457  ___________________________________________________________________
 DM0457* NAD 83(1986)-  33 23 11.     (N)    095 07 59.     (W)     SCALED    
 DM0457* NAVD 88     -        95.113  (meters)     312.05   (feet)  ADJUSTED  
 DM0457  ___________________________________________________________________
 DM0457  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM0457  DYNAMIC HT  -          95.011 (meters)     311.72  (feet)  COMP
 DM0457  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 DM0457
 DM0457  VERT ORDER  -  SECOND    CLASS 0
 DM0457
 DM0457.The horizontal coordinates were scaled from a topographic map and have
 DM0457.an estimated accuracy of +/- 6 seconds.
 DM0457
 DM0457.The orthometric height was determined by differential leveling
 DM0457.and adjusted by the National Geodetic Survey in June 1991..
 DM0457
 DM0457.The geoid height was determined by GEOID03.
 DM0457
 DM0457.The dynamic height is computed by dividing the NAVD 88
 DM0457.geopotential number by the normal gravity value computed on the
 DM0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0457.degrees latitude (g = 980.6199 gals.).
 DM0457
 DM0457.The modeled gravity was interpolated from observed gravity values.
 DM0457
 DM0457;                    North         East    Units  Estimated Accuracy
 DM0457;SPC TXNC     - 2,195,720.      913,190.      MT  (+/- 180 meters Scaled)
 DM0457
 DM0457                          SUPERSEDED SURVEY CONTROL
 DM0457
 DM0457  NGVD 29 (??/??/92)   95.119  (m)          312.07   (f) ADJ UNCH    2 0
 DM0457
 DM0457.Superseded values are not recommended for survey control.
 DM0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0457.See file dsdata.txt to determine how the superseded data were derived.
 DM0457
 DM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS015961(NAD 83)
 DM0457_MARKER: DB = BENCH MARK DISK
 DM0457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0457_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0457_STAMPING: 47 312
 DM0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0457
 DM0457  HISTORY     - Date     Condition        Report By
 DM0457  HISTORY     - UNK      MONUMENTED       TXRD
 DM0457  HISTORY     - 1933     GOOD             NGS
 DM0457  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0457
 DM0457                          STATION DESCRIPTION
 DM0457
 DM0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0457'2.3 MI NW FROM TALCO.
 DM0457'2.3 MILES NORTHWEST OF, ALONG P. AND M. P. RY.  SULPHUR RIVER, ON
 DM0457'SOUTHEAST BANK OF RIVER, 69 FEET SOUTHEAST OF ABANDONED HIGHWAY
 DM0457'BRIDGE, NORTHEAST OF RAILROAD AND HIGHWAY.  TABLET ON TOP OF IRON
 DM0457'POST.
 DM0457
 DM0457                          STATION RECOVERY (1964)
 DM0457
 DM0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1849 ***********************************************************************
 BK1849  DESIGNATION -  47 ATSFRR
 BK1849  PID         -  BK1849
 BK1849  STATE/COUNTY-  TX/JASPER
 BK1849  USGS QUAD   -  CALL JUNCTION (1984)
 BK1849
 BK1849                         *CURRENT SURVEY CONTROL
 BK1849  ___________________________________________________________________
 BK1849* NAD 83(1986)-  30 35 01.     (N)    093 54 39.     (W)     SCALED    
 BK1849* NAVD 88     -        27.95   (+/-2cm)      91.7    (feet)  VERTCON   
 BK1849  ___________________________________________________________________
 BK1849  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BK1849
 BK1849  VERT ORDER  -  ? (See Below)
 BK1849
 BK1849.The horizontal coordinates were scaled from a topographic map and have
 BK1849.an estimated accuracy of +/- 6 seconds.
 BK1849
 BK1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1849.The vertical order pertains to the NGVD 29 superseded value.
 BK1849
 BK1849.The geoid height was determined by GEOID03.
 BK1849
 BK1849;                    North         East    Units  Estimated Accuracy
 BK1849;SPC TX C     - 3,119,430.    1,315,630.      MT  (+/- 180 meters Scaled)
 BK1849
 BK1849                          SUPERSEDED SURVEY CONTROL
 BK1849
 BK1849  NGVD 29 (??/??/??)   27.928  (m)           91.63   (f) ADJUSTED    ?  
 BK1849
 BK1849.Superseded values are not recommended for survey control.
 BK1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1849.See file dsdata.txt to determine how the superseded data were derived.
 BK1849
 BK1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP126838(NAD 83)
 BK1849_MARKER: X = CHISELED CROSS
 BK1849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1849_SP_SET: RAIL
 BK1849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1849
 BK1849  HISTORY     - Date     Condition        Report By
 BK1849  HISTORY     - UNK      MONUMENTED       CGS
 BK1849  HISTORY     - 1932     GOOD             CGS
 BK1849  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1849
 BK1849                          STATION DESCRIPTION
 BK1849
 BK1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1849'6.0 MI S FROM KIRBYVILLE.
 BK1849'6 MILES SOUTH OF THE STATION AT KIRBYVILLE ABOUT 1 MILE SOUTH ALONG
 BK1849'THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION AT CALL
 BK1849'JUNCTION, JASPER COUNTY, AND ON THE TOP OF VERTICAL MILE RAIL 47.  A
 BK1849'CHISELED CROSS.
 BK1849
 BK1849                          STATION RECOVERY (1934)
 BK1849
 BK1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2360 ***********************************************************************
 BY2360  DESIGNATION -  47 G
 BY2360  PID         -  BY2360
 BY2360  STATE/COUNTY-  TX/ANDERSON
 BY2360  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2360
 BY2360                         *CURRENT SURVEY CONTROL
 BY2360  ___________________________________________________________________
 BY2360* NAD 83(1986)-  31 48 26.     (N)    095 49 30.     (W)     SCALED    
 BY2360* NAVD 88     -       100.899  (meters)     331.03   (feet)  ADJUSTED  
 BY2360  ___________________________________________________________________
 BY2360  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BY2360  DYNAMIC HT  -         100.778 (meters)     330.64  (feet)  COMP
 BY2360  MODELED GRAV-     979,441.7   (mgal)                       NAVD 88
 BY2360
 BY2360  VERT ORDER  -  SECOND    CLASS 0
 BY2360
 BY2360.The horizontal coordinates were scaled from a topographic map and have
 BY2360.an estimated accuracy of +/- 6 seconds.
 BY2360
 BY2360.The orthometric height was determined by differential leveling
 BY2360.and adjusted by the National Geodetic Survey in June 1991..
 BY2360
 BY2360.The geoid height was determined by GEOID03.
 BY2360
 BY2360.The dynamic height is computed by dividing the NAVD 88
 BY2360.geopotential number by the normal gravity value computed on the
 BY2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2360.degrees latitude (g = 980.6199 gals.).
 BY2360
 BY2360.The modeled gravity was interpolated from observed gravity values.
 BY2360
 BY2360;                    North         East    Units  Estimated Accuracy
 BY2360;SPC TX C     - 3,245,950.    1,126,770.      MT  (+/- 180 meters Scaled)
 BY2360
 BY2360                          SUPERSEDED SURVEY CONTROL
 BY2360
 BY2360  NGVD 29 (??/??/92)  100.880  (m)          330.97   (f) ADJ UNCH    2 0
 BY2360
 BY2360.Superseded values are not recommended for survey control.
 BY2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2360.See file dsdata.txt to determine how the superseded data were derived.
 BY2360
 BY2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR325225(NAD 83)
 BY2360_MARKER: DD = SURVEY DISK
 BY2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2360_STAMPING: 47 G 1946 331
 BY2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2360+STABILITY: SURFACE MOTION
 BY2360
 BY2360  HISTORY     - Date     Condition        Report By
 BY2360  HISTORY     - 1946     MONUMENTED       USGS
 BY2360  HISTORY     - 1947     GOOD             NGS
 BY2360
 BY2360                          STATION DESCRIPTION
 BY2360
 BY2360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2360'2.3 MI SE FROM TENNESSEE COLONY.
 BY2360'2.3 MILES SOUTHEAST ALONG A GRADED COUNTY ROAD LEADING TO TUCKER FROM
 BY2360'THE SCHOOL AT TENNESSEE COLONY, NEAR THE JUNCTION WITH A ROAD LEADING
 BY2360'NORTHWEST, 66 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 45
 BY2360'FEET SOUTHEAST OF A FENCE CORNER, 3 FEET NORTHEAST OF A WIRE FENCE, 3
 BY2360'FEET NORTHEAST OF A FENCE POST PAINTED USPBM 330.9, 2 FEET NORTHWEST
 BY2360'OF A 4X4 MARKER POST.  A BRONZE GEOLOGICAL SURVEY DISK SET IN THE TOP
 BY2360'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0035 ***********************************************************************
 BN0035  DESIGNATION -  47 K 992 SA
 BN0035  PID         -  BN0035
 BN0035  STATE/COUNTY-  TX/BURNET
 BN0035  USGS QUAD   -  LONGHORN CAVERN (1979)
 BN0035
 BN0035                         *CURRENT SURVEY CONTROL
 BN0035  ___________________________________________________________________
 BN0035* NAD 83(1986)-  30 38 36.     (N)    098 20 29.     (W)     SCALED    
 BN0035* NAVD 88     -       300.301  (meters)     985.24   (feet)  ADJUSTED  
 BN0035  ___________________________________________________________________
 BN0035  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 BN0035  DYNAMIC HT  -         299.899 (meters)     983.92  (feet)  COMP
 BN0035  MODELED GRAV-     979,293.5   (mgal)                       NAVD 88
 BN0035
 BN0035  VERT ORDER  -  SECOND    CLASS 0
 BN0035
 BN0035.The horizontal coordinates were scaled from a topographic map and have
 BN0035.an estimated accuracy of +/- 6 seconds.
 BN0035
 BN0035.The orthometric height was determined by differential leveling
 BN0035.and adjusted by the National Geodetic Survey in June 1991..
 BN0035
 BN0035.The geoid height was determined by GEOID03.
 BN0035
 BN0035.The dynamic height is computed by dividing the NAVD 88
 BN0035.geopotential number by the normal gravity value computed on the
 BN0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0035.degrees latitude (g = 980.6199 gals.).
 BN0035
 BN0035.The modeled gravity was interpolated from observed gravity values.
 BN0035
 BN0035;                    North         East    Units  Estimated Accuracy
 BN0035;SPC TX C     - 3,109,980.      890,910.      MT  (+/- 180 meters Scaled)
 BN0035
 BN0035                          SUPERSEDED SURVEY CONTROL
 BN0035
 BN0035  NGVD 29 (??/??/92)  300.241  (m)          985.04   (f) ADJ UNCH    2 0
 BN0035
 BN0035.Superseded values are not recommended for survey control.
 BN0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0035.See file dsdata.txt to determine how the superseded data were derived.
 BN0035
 BN0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU631902(NAD 83)
 BN0035_MARKER: Z = SEE DESCRIPTION
 BN0035_SETTING: 0 = UNSPECIFIED SETTING
 BN0035_STAMPING: 992 SA
 BN0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0035
 BN0035  HISTORY     - Date     Condition        Report By
 BN0035  HISTORY     - UNK      MONUMENTED       USGS
 BN0035  HISTORY     - 1933     GOOD             NGS
 BN0035  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 BN0035
 BN0035                          STATION DESCRIPTION
 BN0035
 BN0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0035'3.0 MI W FROM FAIRLAND.
 BN0035'3 MILES WEST OF FAIRLAND ON EAST SIDE OF BURNET-FREDERICKSBURG ROAD
 BN0035'CROSSING, OPPOSITE CATTLE GUARD 73 C, NEAR RIGHT OF WAY FENCE CORNER.
 BN0035'44 FEET SOUTH OF TRACK.
 BN0035
 BN0035                          STATION RECOVERY (2002)
 BN0035
 BN0035'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 BN0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1584 ***********************************************************************
 CS1584  DESIGNATION -  4701 C OF FW
 CS1584  PID         -  CS1584
 CS1584  STATE/COUNTY-  TX/TARRANT
 CS1584  USGS QUAD   -  HALTOM CITY (1981)
 CS1584
 CS1584                         *CURRENT SURVEY CONTROL
 CS1584  ___________________________________________________________________
 CS1584* NAD 83(1986)-  32 45 55.     (N)    097 21 06.     (W)     SCALED    
 CS1584* NAVD 88     -       170.320  (meters)     558.79   (feet)  ADJUSTED  
 CS1584  ___________________________________________________________________
 CS1584  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1584  DYNAMIC HT  -         170.120 (meters)     558.14  (feet)  COMP
 CS1584  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 CS1584
 CS1584  VERT ORDER  -  FIRST     CLASS II
 CS1584
 CS1584.The horizontal coordinates were scaled from a topographic map and have
 CS1584.an estimated accuracy of +/- 6 seconds.
 CS1584
 CS1584.The orthometric height was determined by differential leveling
 CS1584.and adjusted by the National Geodetic Survey in June 1991..
 CS1584.WARNING-Repeat measurements at this control monument indicate possible
 CS1584.vertical movement.
 CS1584
 CS1584.The geoid height was determined by GEOID03.
 CS1584
 CS1584.The dynamic height is computed by dividing the NAVD 88
 CS1584.geopotential number by the normal gravity value computed on the
 CS1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1584.degrees latitude (g = 980.6199 gals.).
 CS1584
 CS1584.The modeled gravity was interpolated from observed gravity values.
 CS1584
 CS1584;                    North         East    Units  Estimated Accuracy
 CS1584;SPC TXNC     - 2,122,410.      707,580.      MT  (+/- 180 meters Scaled)
 CS1584
 CS1584                          SUPERSEDED SURVEY CONTROL
 CS1584
 CS1584  NGVD 29 (??/??/92)  170.354  (m)          558.90   (f) ADJ UNCH    1 2
 CS1584
 CS1584.Superseded values are not recommended for survey control.
 CS1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1584.See file dsdata.txt to determine how the superseded data were derived.
 CS1584
 CS1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB543264(NAD 83)
 CS1584_MARKER: DB = BENCH MARK DISK
 CS1584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1584_SP_SET: ABUTMENT
 CS1584_STAMPING: 4701 1947
 CS1584_MARK LOGO: TX2450
 CS1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1584
 CS1584  HISTORY     - Date     Condition        Report By
 CS1584  HISTORY     - 1947     MONUMENTED       TX2450
 CS1584  HISTORY     - 1957     GOOD             NGS
 CS1584  HISTORY     - 1984     GOOD             NGS
 CS1584  HISTORY     - 19960427 GOOD             USPSQD
 CS1584
 CS1584                          STATION DESCRIPTION
 CS1584
 CS1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1584'IN FORT WORTH.
 CS1584'01.3 MILES NORTHWEST FROM THE TARRANT COUNTY COURT HOUSE, ALONG THE
 CS1584'JACKSBORO HIGHWAY, 0.6 MILE NORTHWEST OF THE JUNCTION OF WHITE
 CS1584'SETTLEMENT ROAD AND JACKSBORO HIGHWAY, (JACKSBORO HIGHWAY BEGINS AT
 CS1584'THIS POINT WHICH IS THE NORTH END OF HENDERSON), AT THE NORTHWEST
 CS1584'POINT OF THE CONCRETE BRIDGE OVER THE WEST FORK OF THE TRINITY RIVER
 CS1584'AND AT THE WEST END OF THE NORTH ABUTMENT, AT THE NORTH BASE OF THE
 CS1584'NORTHWEST LAMP POST AND A BRONZE PLAQUE.  A CITY OF FORT WORTH BRONZE
 CS1584'DISK STAMPED 4701 1947 IN THE CONCRETE ABUTMENT AT THE END OF THE
 CS1584'BRIDGE.
 CS1584
 CS1584                          STATION RECOVERY (1984)
 CS1584
 CS1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1584'RECOVERED IN GOOD CONDITION.
 CS1584
 CS1584                          STATION RECOVERY (1996)
 CS1584
 CS1584'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1746 ***********************************************************************
 CS1746  DESIGNATION -  4702
 CS1746  PID         -  CS1746
 CS1746  STATE/COUNTY-  TX/TARRANT
 CS1746  USGS QUAD   -  HALTOM CITY (1981)
 CS1746
 CS1746                         *CURRENT SURVEY CONTROL
 CS1746  ___________________________________________________________________
 CS1746* NAD 83(1986)-  32 45 32.     (N)    097 20 48.     (W)     SCALED    
 CS1746* NAVD 88     -       163.010  (meters)     534.81   (feet)  POSTED    
 CS1746  ___________________________________________________________________
 CS1746  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS1746  DYNAMIC HT  -         162.820 (meters)     534.19  (feet)  COMP
 CS1746  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 CS1746
 CS1746  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CS1746
 CS1746.The horizontal coordinates were scaled from a topographic map and have
 CS1746.an estimated accuracy of +/- 6 seconds.
 CS1746
 CS1746.The orthometric height was determined by differential leveling
 CS1746.and adjusted by the National Geodetic Survey in 1992..
 CS1746.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CS1746.rate of 3.1 thru 4.0 mm/km.
 CS1746
 CS1746.The geoid height was determined by GEOID03.
 CS1746
 CS1746.The dynamic height is computed by dividing the NAVD 88
 CS1746.geopotential number by the normal gravity value computed on the
 CS1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1746.degrees latitude (g = 980.6199 gals.).
 CS1746
 CS1746.The modeled gravity was interpolated from observed gravity values.
 CS1746
 CS1746;                    North         East    Units  Estimated Accuracy
 CS1746;SPC TXNC     - 2,121,710.      708,060.      MT  (+/- 180 meters Scaled)
 CS1746
 CS1746                          SUPERSEDED SURVEY CONTROL
 CS1746
 CS1746  NGVD 29 (??/??/92)  163.006  (m)          534.80   (f) ADJ UNCH    1 2
 CS1746
 CS1746.Superseded values are not recommended for survey control.
 CS1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1746.See file dsdata.txt to determine how the superseded data were derived.
 CS1746
 CS1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB548257(NAD 83)
 CS1746_MARKER: DD = SURVEY DISK
 CS1746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1746_SP_SET: SEWER INLET
 CS1746_STAMPING: 4702 1947
 CS1746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1746
 CS1746  HISTORY     - Date     Condition        Report By
 CS1746  HISTORY     - 1947     MONUMENTED       TX2450
 CS1746  HISTORY     - 1947     GOOD             NGS
 CS1746  HISTORY     - 1957     GOOD             NGS
 CS1746  HISTORY     - 1989     GOOD             USPSQD
 CS1746  HISTORY     - 19960427 GOOD             USPSQD
 CS1746  HISTORY     - 20021206 GOOD             GEOCAC
 CS1746
 CS1746                          STATION DESCRIPTION
 CS1746
 CS1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1746'IN FORT WORTH.
 CS1746'ABOUT 1.0 MILE WEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT THE
 CS1746'INTERSECTION OF WHITE SETTLEMENT ROAD AND AUTHOR STREET, 470 FEET EAST
 CS1746'OF THE EAST RAIL OF THE SAINT LOUIS, SANTA FE AND TEXAS RAILROAD, 1
 CS1746'FOOT NORTH OF THE NORTH CURB LINE OF WHITE SETTLEMENT ROAD. A BRONZE
 CS1746'DISK SET IN THE TOP OF WEST END OF A 10 FOOT CONCRETE STORM SEWER
 CS1746'INLET.
 CS1746
 CS1746                          STATION RECOVERY (1957)
 CS1746
 CS1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1746'RECOVERED IN GOOD CONDITION.
 CS1746
 CS1746                          STATION RECOVERY (1989)
 CS1746
 CS1746'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCS)
 CS1746'RECOVERED IN GOOD CONDITION.
 CS1746
 CS1746                          STATION RECOVERY (1996)
 CS1746
 CS1746'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1746'RECOVERED IN GOOD CONDITION.
 CS1746
 CS1746                          STATION RECOVERY (2002)
 CS1746
 CS1746'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1747 ***********************************************************************
 CS1747  DESIGNATION -  4703
 CS1747  PID         -  CS1747
 CS1747  STATE/COUNTY-  TX/TARRANT
 CS1747  USGS QUAD   -  HALTOM CITY (1981)
 CS1747
 CS1747                         *CURRENT SURVEY CONTROL
 CS1747  ___________________________________________________________________
 CS1747* NAD 83(1986)-  32 45 31.     (N)    097 21 03.     (W)     SCALED    
 CS1747* NAVD 88     -       163.342  (meters)     535.90   (feet)  POSTED    
 CS1747  ___________________________________________________________________
 CS1747  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1747  DYNAMIC HT  -         163.150 (meters)     535.27  (feet)  COMP
 CS1747  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 CS1747
 CS1747  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CS1747
 CS1747.The horizontal coordinates were scaled from a topographic map and have
 CS1747.an estimated accuracy of +/- 6 seconds.
 CS1747
 CS1747.The orthometric height was determined by differential leveling
 CS1747.and adjusted by the National Geodetic Survey in 1992..
 CS1747.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CS1747.rate of 3.1 thru 4.0 mm/km.
 CS1747
 CS1747.The geoid height was determined by GEOID03.
 CS1747
 CS1747.The dynamic height is computed by dividing the NAVD 88
 CS1747.geopotential number by the normal gravity value computed on the
 CS1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1747.degrees latitude (g = 980.6199 gals.).
 CS1747
 CS1747.The modeled gravity was interpolated from observed gravity values.
 CS1747
 CS1747;                    North         East    Units  Estimated Accuracy
 CS1747;SPC TXNC     - 2,121,670.      707,670.      MT  (+/- 180 meters Scaled)
 CS1747
 CS1747                          SUPERSEDED SURVEY CONTROL
 CS1747
 CS1747  NGVD 29 (??/??/92)  163.339  (m)          535.89   (f) ADJ UNCH    1 2
 CS1747
 CS1747.Superseded values are not recommended for survey control.
 CS1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1747.See file dsdata.txt to determine how the superseded data were derived.
 CS1747
 CS1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB544257(NAD 83)
 CS1747_MARKER: DD = SURVEY DISK
 CS1747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1747_SP_SET: SEWER INLET
 CS1747_STAMPING: 4703 1947
 CS1747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1747
 CS1747  HISTORY     - Date     Condition        Report By
 CS1747  HISTORY     - 1947     MONUMENTED       TX2450
 CS1747  HISTORY     - 1947     GOOD             NGS
 CS1747  HISTORY     - 1957     GOOD             NGS
 CS1747  HISTORY     - 1984     GOOD             NGS
 CS1747  HISTORY     - 1989     GOOD             USPSQD
 CS1747  HISTORY     - 19960427 GOOD             USPSQD
 CS1747  HISTORY     - 20021206 GOOD             GEOCAC
 CS1747
 CS1747                          STATION DESCRIPTION
 CS1747
 CS1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1747'IN FORT WORTH.
 CS1747'ABOUT 1.3 MILES WEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT THE
 CS1747'SOUTHWEST CORNER OF THE INTESECTION OF WHITE SETTLEMENT ROAD AND
 CS1747'ADOLPH STREET, ABOUT 778 FEET WEST OF THE WEST RAIL OF THE SAINT
 CS1747'LOUIS, SANTA FE AND TEXAS RAILROAD, 28 FEET WEST OF THE CENTER LINE OF
 CS1747'ADOLPH STREET, 1 FOOT SOUTH OF THE SOUTH CURB LINE OF WHITE SETTLEMENT
 CS1747'ROAD.  A BRONZE DISK SET IN THE TOP OF THE WEST END OF A 5 FOOT
 CS1747'CONCRETE STORM SEWER INLET.
 CS1747
 CS1747                          STATION RECOVERY (1957)
 CS1747
 CS1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1747'RECOVERED IN GOOD CONDITION.
 CS1747
 CS1747                          STATION RECOVERY (1984)
 CS1747
 CS1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1747'RECOVERED IN GOOD CONDITION.
 CS1747
 CS1747                          STATION RECOVERY (1989)
 CS1747
 CS1747'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCS)
 CS1747'RECOVERED IN GOOD CONDITION.
 CS1747
 CS1747                          STATION RECOVERY (1996)
 CS1747
 CS1747'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1747'RECOVERED IN GOOD CONDITION.
 CS1747
 CS1747                          STATION RECOVERY (2002)
 CS1747
 CS1747'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1525 ***********************************************************************
 CS1525  DESIGNATION -  4710 C OF FW
 CS1525  PID         -  CS1525
 CS1525  STATE/COUNTY-  TX/TARRANT
 CS1525  USGS QUAD   -  HALTOM CITY (1981)
 CS1525
 CS1525                         *CURRENT SURVEY CONTROL
 CS1525  ___________________________________________________________________
 CS1525* NAD 83(1986)-  32 49 00.     (N)    097 20 57.     (W)     SCALED    
 CS1525* NAVD 88     -       198.316  (meters)     650.64   (feet)  ADJUSTED  
 CS1525  ___________________________________________________________________
 CS1525  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1525  DYNAMIC HT  -         198.083 (meters)     649.88  (feet)  COMP
 CS1525  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 CS1525
 CS1525  VERT ORDER  -  FIRST     CLASS II
 CS1525
 CS1525.The horizontal coordinates were scaled from a topographic map and have
 CS1525.an estimated accuracy of +/- 6 seconds.
 CS1525
 CS1525.The orthometric height was determined by differential leveling
 CS1525.and adjusted by the National Geodetic Survey in June 1991..
 CS1525
 CS1525.The geoid height was determined by GEOID03.
 CS1525
 CS1525.The dynamic height is computed by dividing the NAVD 88
 CS1525.geopotential number by the normal gravity value computed on the
 CS1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1525.degrees latitude (g = 980.6199 gals.).
 CS1525
 CS1525.The modeled gravity was interpolated from observed gravity values.
 CS1525
 CS1525;                    North         East    Units  Estimated Accuracy
 CS1525;SPC TXNC     - 2,128,110.      707,760.      MT  (+/- 180 meters Scaled)
 CS1525
 CS1525                          SUPERSEDED SURVEY CONTROL
 CS1525
 CS1525  NGVD 29 (??/??/92)  198.307  (m)          650.61   (f) ADJ UNCH    1 2
 CS1525
 CS1525.Superseded values are not recommended for survey control.
 CS1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1525.See file dsdata.txt to determine how the superseded data were derived.
 CS1525
 CS1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB545321(NAD 83)
 CS1525_MARKER: DD = SURVEY DISK
 CS1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1525_STAMPING: 4710 1947
 CS1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1525+STABILITY: SURFACE MOTION
 CS1525
 CS1525  HISTORY     - Date     Condition        Report By
 CS1525  HISTORY     - 1947     MONUMENTED       TX2450
 CS1525  HISTORY     - 1947     GOOD             NGS
 CS1525  HISTORY     - 1949     GOOD             NGS
 CS1525  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1525
 CS1525                          STATION DESCRIPTION
 CS1525
 CS1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1525'IN FORT WORTH.
 CS1525'ABOUT 4.5 MILES NORTH OF THE TARRANT COUNTY COURTHOUSE AT FORT WORTH
 CS1525'AND ABOUT 0.5 MILES SOUTH OF MEACHAM FIELD AT THE HASLET ROAD OVERPASS
 CS1525'OVER THE SANTA FE AND CHICAGO ROCK ISLAND AND GULF RAILROAD TRACKS,
 CS1525'ALONG UNITED STATES HIGHWAY NUMBER 81.  66.0 FEET EAST OF THE CENTER
 CS1525'LINE OF THE CHICAGO ROCK ISLAND AND GULF RAILROAD TRACKS DIRECTLY
 CS1525'UNDER THE OVERPASS, 12.0 FEET WEST OF A SPUR TRACK AT THE SIXTH PIER
 CS1525'FROM THE EAST END OF THE OVERPASS, 6.0 FEET NORTH OF THE SOUTH COLUMN
 CS1525'OF THE SIXTH PIER FROM THE EAST END OF THE OVERPASS.  A BRONZE DISK
 CS1525'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2.0 INCHES ABOVE THE
 CS1525'GROUND.
 CS1525
 CS1525                          STATION RECOVERY (1949)
 CS1525
 CS1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CS1525'RECOVERED IN GOOD CONDITION.
 CS1525
 CS1525                          STATION RECOVERY (1984)
 CS1525
 CS1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1726 ***********************************************************************
 CS1726  DESIGNATION -  4711 C OF FW
 CS1726  PID         -  CS1726
 CS1726  STATE/COUNTY-  TX/TARRANT
 CS1726  USGS QUAD   -  HALTOM CITY (1981)
 CS1726
 CS1726                         *CURRENT SURVEY CONTROL
 CS1726  ___________________________________________________________________
 CS1726* NAD 83(1986)-  32 45 41.     (N)    097 19 34.     (W)     SCALED    
 CS1726* NAVD 88     -       185.483  (meters)     608.54   (feet)  ADJUSTED  
 CS1726  ___________________________________________________________________
 CS1726  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS1726  DYNAMIC HT  -         185.266 (meters)     607.83  (feet)  COMP
 CS1726  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 CS1726
 CS1726  VERT ORDER  -  FIRST     CLASS II
 CS1726
 CS1726.The horizontal coordinates were scaled from a topographic map and have
 CS1726.an estimated accuracy of +/- 6 seconds.
 CS1726
 CS1726.The orthometric height was determined by differential leveling
 CS1726.and adjusted by the National Geodetic Survey in June 1991..
 CS1726.WARNING-Repeat measurements at this control monument indicate possible
 CS1726.vertical movement.
 CS1726
 CS1726.The geoid height was determined by GEOID03.
 CS1726
 CS1726.The dynamic height is computed by dividing the NAVD 88
 CS1726.geopotential number by the normal gravity value computed on the
 CS1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1726.degrees latitude (g = 980.6199 gals.).
 CS1726
 CS1726.The modeled gravity was interpolated from observed gravity values.
 CS1726
 CS1726;                    North         East    Units  Estimated Accuracy
 CS1726;SPC TXNC     - 2,122,010.      709,980.      MT  (+/- 180 meters Scaled)
 CS1726
 CS1726                          SUPERSEDED SURVEY CONTROL
 CS1726
 CS1726  NGVD 29 (??/??/92)  185.468  (m)          608.49   (f) ADJ UNCH    1 2
 CS1726
 CS1726.Superseded values are not recommended for survey control.
 CS1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1726.See file dsdata.txt to determine how the superseded data were derived.
 CS1726
 CS1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB567260(NAD 83)
 CS1726_MARKER: DD = SURVEY DISK
 CS1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1726_STAMPING: 4711 1947
 CS1726_MARK LOGO: TX2450
 CS1726_PROJECTION: FLUSH
 CS1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1726+STABILITY: SURFACE MOTION
 CS1726
 CS1726  HISTORY     - Date     Condition        Report By
 CS1726  HISTORY     - 1947     MONUMENTED       TX2450
 CS1726  HISTORY     - 1947     GOOD             NGS
 CS1726  HISTORY     - 1984     GOOD             NGS
 CS1726  HISTORY     - 19891112 GOOD             USPSQD
 CS1726  HISTORY     - 19951118 GOOD             USPSQD
 CS1726  HISTORY     - 20020610 GOOD             INDIV
 CS1726
 CS1726                          STATION DESCRIPTION
 CS1726
 CS1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1726'IN FORT WORTH.
 CS1726'0.6 MILE EAST ALONG EAST BELKNAP STREET FROM THE COUNTY COURTHOUSE AT
 CS1726'FORT WORTH, AT THE NORTHEAST CORNER OF THE INTERSECTION OF EAST
 CS1726'BELKNAP STREET AND EVANS STREET, 39 FEET NORTH OF THE CENTER LINE OF
 CS1726'EAST BELKNAP STREET, 21 FEET EAST OF THE CENTER LINE OF EVANS STREET,
 CS1726'3 FEET EAST OF THE EAST CURB LINE OF EVANS STREET, 1 FOOT NORTH OF THE
 CS1726'NORTH EDGE OF THE SIDEWALK.  A BRONZE DISK SET IN THE TOP OF A
 CS1726'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1726
 CS1726                          STATION RECOVERY (1984)
 CS1726
 CS1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1726'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN FORT WORTH,
 CS1726'AT THE INTERSECTION OF EAST BELKNAP AND NORTH HARDING STREETS, 8.5 M
 CS1726'(27.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHAW BROTHERS
 CS1726'WELDING SHOP AT 1101 EAST BELKNAP STREET, 8.5 METERS (27.9 FT)
 CS1726'NORTHWEST OF THE CENTERLINE OF THE STREET, AND 6.7 METERS (22.0 FT)
 CS1726'NORTHEAST OF THE CENTER OF THE STREET.  NOTE=THE CONCRETE POST IS
 CS1726'SURROUNDED BY THE CONCRETE PARKING AREA OF THE WELDING SHOP.
 CS1726
 CS1726                          STATION RECOVERY (1989)
 CS1726
 CS1726'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 CS1726'RECOVERED IN GOOD CONDITION.
 CS1726
 CS1726                          STATION RECOVERY (1995)
 CS1726
 CS1726'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1726'RECOVERED IN GOOD CONDITION.
 CS1726
 CS1726                          STATION RECOVERY (2002)
 CS1726
 CS1726'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1726'GPS N32 45.682 W097 19.578 WGS84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1775 ***********************************************************************
 CS1775  DESIGNATION -  4712 C OF FW
 CS1775  PID         -  CS1775
 CS1775  STATE/COUNTY-  TX/TARRANT
 CS1775  USGS QUAD   -  HALTOM CITY (1981)
 CS1775
 CS1775                         *CURRENT SURVEY CONTROL
 CS1775  ___________________________________________________________________
 CS1775* NAD 83(1986)-  32 46 58.     (N)    097 20 56.     (W)     SCALED    
 CS1775* NAVD 88     -       170.191  (meters)     558.37   (feet)  ADJUSTED  
 CS1775  ___________________________________________________________________
 CS1775  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1775  DYNAMIC HT  -         169.992 (meters)     557.72  (feet)  COMP
 CS1775  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 CS1775
 CS1775  VERT ORDER  -  FIRST     CLASS II
 CS1775
 CS1775.The horizontal coordinates were scaled from a topographic map and have
 CS1775.an estimated accuracy of +/- 6 seconds.
 CS1775
 CS1775.The orthometric height was determined by differential leveling
 CS1775.and adjusted by the National Geodetic Survey in June 1991..
 CS1775
 CS1775.The geoid height was determined by GEOID03.
 CS1775
 CS1775.The dynamic height is computed by dividing the NAVD 88
 CS1775.geopotential number by the normal gravity value computed on the
 CS1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1775.degrees latitude (g = 980.6199 gals.).
 CS1775
 CS1775.The modeled gravity was interpolated from observed gravity values.
 CS1775
 CS1775;                    North         East    Units  Estimated Accuracy
 CS1775;SPC TXNC     - 2,124,360.      707,820.      MT  (+/- 180 meters Scaled)
 CS1775
 CS1775                          SUPERSEDED SURVEY CONTROL
 CS1775
 CS1775  NGVD 29 (??/??/92)  170.191  (m)          558.37   (f) ADJ UNCH    1 2
 CS1775
 CS1775.Superseded values are not recommended for survey control.
 CS1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1775.See file dsdata.txt to determine how the superseded data were derived.
 CS1775
 CS1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB546284(NAD 83)
 CS1775_MARKER: DB = BENCH MARK DISK
 CS1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1775_STAMPING: 4712 1947
 CS1775_MARK LOGO: TX2450
 CS1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1775+STABILITY: SURFACE MOTION
 CS1775
 CS1775  HISTORY     - Date     Condition        Report By
 CS1775  HISTORY     - 1947     MONUMENTED       TX2450
 CS1775  HISTORY     - 1957     GOOD             NGS
 CS1775  HISTORY     - 1984     GOOD             NGS
 CS1775  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1775  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1775  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1775
 CS1775                          STATION DESCRIPTION
 CS1775
 CS1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1775'IN FORT WORTH.
 CS1775'ABOUT 2.2 MILES NORTH OF THE COUNTY COURT HOUSE IN FORT WORTH, ALONG
 CS1775'NORTH MAIN STREET, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 CS1775'NORTH MAIN AND EAST 21ST STREET, 7 FEET SOUTH OF A TWO STORY BRICK
 CS1775'BUILDING, 1 FOOT EAST OF THE EAST EDGE OF THE WALK ALONG THE EAST SIDE
 CS1775'OF MAIN, 2 FEET SOUTH OF THE SOUTH EDGE OF THE WALK ALONG THE NORTH
 CS1775'SIDE OF 21ST STREET AND 2 FEET NORTH OF A POWER POLE.  A STANDARD DISK
 CS1775'STAMPED 4712 1947 IN A CONCRETE POST WHICH IS ABOUT 1 INCH BELOW THE
 CS1775'LEVEL OF THE SMALL STRIP LAWN.
 CS1775
 CS1775                          STATION RECOVERY (1984)
 CS1775
 CS1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1775'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 CS1775'DELETE 2 FEET NORTH OF A POWER POLE.
 CS1775
 CS1775                          STATION RECOVERY (1989)
 CS1775
 CS1775'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1775'MARK NOT FOUND.
 CS1775
 CS1775                          STATION RECOVERY (1995)
 CS1775
 CS1775'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1775'MARK NOT FOUND.
 CS1775
 CS1775                          STATION RECOVERY (1996)
 CS1775
 CS1775'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1774 ***********************************************************************
 CS1774  DESIGNATION -  4713 C OF FW
 CS1774  PID         -  CS1774
 CS1774  STATE/COUNTY-  TX/TARRANT
 CS1774  USGS QUAD   -  HALTOM CITY (1981)
 CS1774
 CS1774                         *CURRENT SURVEY CONTROL
 CS1774  ___________________________________________________________________
 CS1774* NAD 83(1986)-  32 47 10.     (N)    097 20 56.     (W)     SCALED    
 CS1774* NAVD 88     -       170.505  (meters)     559.40   (feet)  ADJUSTED  
 CS1774  ___________________________________________________________________
 CS1774  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1774  DYNAMIC HT  -         170.305 (meters)     558.74  (feet)  COMP
 CS1774  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 CS1774
 CS1774  VERT ORDER  -  FIRST     CLASS II
 CS1774
 CS1774.The horizontal coordinates were scaled from a topographic map and have
 CS1774.an estimated accuracy of +/- 6 seconds.
 CS1774
 CS1774.The orthometric height was determined by differential leveling
 CS1774.and adjusted by the National Geodetic Survey in June 1991..
 CS1774.WARNING-Repeat measurements at this control monument indicate possible
 CS1774.vertical movement.
 CS1774
 CS1774.The geoid height was determined by GEOID03.
 CS1774
 CS1774.The dynamic height is computed by dividing the NAVD 88
 CS1774.geopotential number by the normal gravity value computed on the
 CS1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1774.degrees latitude (g = 980.6199 gals.).
 CS1774
 CS1774.The modeled gravity was interpolated from observed gravity values.
 CS1774
 CS1774;                    North         East    Units  Estimated Accuracy
 CS1774;SPC TXNC     - 2,124,730.      707,820.      MT  (+/- 180 meters Scaled)
 CS1774
 CS1774                          SUPERSEDED SURVEY CONTROL
 CS1774
 CS1774  NGVD 29 (??/??/92)  170.497  (m)          559.37   (f) ADJ UNCH    1 2
 CS1774
 CS1774.Superseded values are not recommended for survey control.
 CS1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1774.See file dsdata.txt to determine how the superseded data were derived.
 CS1774
 CS1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB546287(NAD 83)
 CS1774_MARKER: DD = SURVEY DISK
 CS1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1774_STAMPING: 4713 1947
 CS1774_MARK LOGO: TX2450
 CS1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1774+STABILITY: SURFACE MOTION
 CS1774
 CS1774  HISTORY     - Date     Condition        Report By
 CS1774  HISTORY     - 1947     MONUMENTED       TX2450
 CS1774  HISTORY     - 1947     GOOD             NGS
 CS1774  HISTORY     - 1957     GOOD             NGS
 CS1774  HISTORY     - 1984     GOOD             NGS
 CS1774  HISTORY     - 1990     GOOD             USPSQD
 CS1774  HISTORY     - 19951118 GOOD             USPSQD
 CS1774  HISTORY     - 19960427 GOOD             USPSQD
 CS1774  HISTORY     - 20020607 MARK NOT FOUND   GEOCAC
 CS1774
 CS1774                          STATION DESCRIPTION
 CS1774
 CS1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1774'IN FORT WORTH.
 CS1774'ABOUT 2.4 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, ON
 CS1774'NORTH MAIN STREET, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 CS1774'NORTH MAIN STREET AND NORTHWEST 23RD STREET, 12.0 FEET WEST OF THE
 CS1774'WEST CURB LINE OF NORTH MAIN STREET, 3.7 FEET NORTH OF THE NORTH EDGE
 CS1774'OF THE SIDEWALK, 2.0 FEET SOUTH OF THE SOUTH CURB LINE OF NORTHWEST
 CS1774'23RD STREET.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 CS1774
 CS1774                          STATION RECOVERY (1957)
 CS1774
 CS1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1774'RECOVERED IN GOOD CONDITION.
 CS1774
 CS1774                          STATION RECOVERY (1984)
 CS1774
 CS1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1774'RECOVERED IN GOOD CONDITION.
 CS1774
 CS1774                          STATION RECOVERY (1990)
 CS1774
 CS1774'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS1774'RECOVERED IN GOOD CONDITION.
 CS1774
 CS1774                          STATION RECOVERY (1995)
 CS1774
 CS1774'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1774'RECOVERED IN GOOD CONDITION.
 CS1774
 CS1774                          STATION RECOVERY (1996)
 CS1774
 CS1774'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1774'RECOVERED IN GOOD CONDITION.
 CS1774
 CS1774                          STATION RECOVERY (2002)
 CS1774
 CS1774'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1774'THE SIDEWALK APPEARS TO HAVE BEEN EXTENDED.  MARK IS EITHER MISSING OR
 CS1774'COVERED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1791 ***********************************************************************
 CS1791  DESIGNATION -  4714 C OF FW
 CS1791  PID         -  CS1791
 CS1791  STATE/COUNTY-  TX/TARRANT
 CS1791  USGS QUAD   -  FORT WORTH (1981)
 CS1791
 CS1791                         *CURRENT SURVEY CONTROL
 CS1791  ___________________________________________________________________
 CS1791* NAD 83(1986)-  32 42 01.     (N)    097 19 44.     (W)     SCALED    
 CS1791* NAVD 88     -       207.071  (meters)     679.37   (feet)  ADJUSTED  
 CS1791  ___________________________________________________________________
 CS1791  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS1791  DYNAMIC HT  -         206.827 (meters)     678.56  (feet)  COMP
 CS1791  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 CS1791
 CS1791  VERT ORDER  -  FIRST     CLASS II
 CS1791
 CS1791.The horizontal coordinates were scaled from a topographic map and have
 CS1791.an estimated accuracy of +/- 6 seconds.
 CS1791
 CS1791.The orthometric height was determined by differential leveling
 CS1791.and adjusted by the National Geodetic Survey in June 1991..
 CS1791.WARNING-Repeat measurements at this control monument indicate possible
 CS1791.vertical movement.
 CS1791
 CS1791.The geoid height was determined by GEOID03.
 CS1791
 CS1791.The dynamic height is computed by dividing the NAVD 88
 CS1791.geopotential number by the normal gravity value computed on the
 CS1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1791.degrees latitude (g = 980.6199 gals.).
 CS1791
 CS1791.The modeled gravity was interpolated from observed gravity values.
 CS1791
 CS1791;                    North         East    Units  Estimated Accuracy
 CS1791;SPC TXNC     - 2,115,230.      709,800.      MT  (+/- 180 meters Scaled)
 CS1791
 CS1791                          SUPERSEDED SURVEY CONTROL
 CS1791
 CS1791  NGVD 29 (??/??/92)  207.037  (m)          679.25   (f) ADJ UNCH    1 2
 CS1791
 CS1791.Superseded values are not recommended for survey control.
 CS1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1791.See file dsdata.txt to determine how the superseded data were derived.
 CS1791
 CS1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB566192(NAD 83)
 CS1791_MARKER: DD = SURVEY DISK
 CS1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1791_STAMPING: 4714 1947
 CS1791_MARK LOGO: TX2450
 CS1791_PROJECTION: PROJECTING 5 CENTIMETERS
 CS1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1791+STABILITY: SURFACE MOTION
 CS1791
 CS1791  HISTORY     - Date     Condition        Report By
 CS1791  HISTORY     - 1947     MONUMENTED       TX2450
 CS1791  HISTORY     - 1947     GOOD             NGS
 CS1791  HISTORY     - 1983     GOOD             NGS
 CS1791  HISTORY     - 1989     POOR             USPSQD
 CS1791  HISTORY     - 1991     GOOD             USPSQD
 CS1791  HISTORY     - 19960921 GOOD             USPSQD
 CS1791  HISTORY     - 20011017 GOOD             USPSQD
 CS1791
 CS1791                          STATION DESCRIPTION
 CS1791
 CS1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1791'IN FORT WORTH.
 CS1791'ABOUT 4.0 MILES SOUTH OF THE COUNTY COURTHOUSE AT FORT WORTH, ALONG
 CS1791'THE MISSOURI, KANSAS AND TEXAS RAILROAD, AT 402 WEST BEWICK STREET, 63
 CS1791'FEET EAST OF THE EAST RAIL OF THE MISSOURI, KANSAS AND TEXAS RAILROAD,
 CS1791'3 FEET NORTH OF THE NORTH CURB LINE OF BEWICK STREET, 3 FEET EAST OF
 CS1791'THE EAST CURB LINE OF AN ALLEY.  A BRONZE CITY OF FORT WORTH DISK SET
 CS1791'IN THE TOP OF A CONCRETE POST.
 CS1791
 CS1791                          STATION RECOVERY (1983)
 CS1791
 CS1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1791'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN FORT WORTH,
 CS1791'AT THE INTERSECTION OF BEWICK STREET AND THE MISSOURI, KANSAS AND
 CS1791'TEXAS RAILROAD, 19.3 METERS (63.3 FT) EAST OF THE NEAR RAIL, 5.9
 CS1791'METERS (19.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE A 1 GLASS
 CS1791'COMPANY, 5.1 METERS (16.7 FT) NORTH OF THE CENTERLINE OF THE STREET,
 CS1791'0.8 METER (2.6 FT) EAST OF THE EAST CURB OF AN ALLEY LEADING NORTH AND
 CS1791'0.7 METER (2.3 FT) NORTH OF THE NORTH CURB OF THE STREET.
 CS1791'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CS1791
 CS1791                          STATION RECOVERY (1989)
 CS1791
 CS1791'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWM)
 CS1791'MARK RECOVERED IN POOR CONDITION.
 CS1791
 CS1791                          STATION RECOVERY (1991)
 CS1791
 CS1791'RECOVERY NOTE BY US POWER SQUADRON 1991 (RCS)
 CS1791'RECOVERED IN GOOD CONDITION.
 CS1791
 CS1791                          STATION RECOVERY (1996)
 CS1791
 CS1791'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1791'RECOVERED IN GOOD CONDITION.
 CS1791
 CS1791                          STATION RECOVERY (2001)
 CS1791
 CS1791'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS1791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1792 ***********************************************************************
 CS1792  DESIGNATION -  4715 C OF FW
 CS1792  PID         -  CS1792
 CS1792  STATE/COUNTY-  TX/TARRANT
 CS1792  USGS QUAD   -  FORT WORTH (1981)
 CS1792
 CS1792                         *CURRENT SURVEY CONTROL
 CS1792  ___________________________________________________________________
 CS1792* NAD 83(1986)-  32 41 36.     (N)    097 19 44.     (W)     SCALED    
 CS1792* NAVD 88     -       207.398  (meters)     680.44   (feet)  ADJUSTED  
 CS1792  ___________________________________________________________________
 CS1792  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS1792  DYNAMIC HT  -         207.154 (meters)     679.64  (feet)  COMP
 CS1792  MODELED GRAV-     979,457.5   (mgal)                       NAVD 88
 CS1792
 CS1792  VERT ORDER  -  FIRST     CLASS II
 CS1792
 CS1792.The horizontal coordinates were scaled from a topographic map and have
 CS1792.an estimated accuracy of +/- 6 seconds.
 CS1792
 CS1792.The orthometric height was determined by differential leveling
 CS1792.and adjusted by the National Geodetic Survey in June 1991..
 CS1792
 CS1792.The geoid height was determined by GEOID03.
 CS1792
 CS1792.The dynamic height is computed by dividing the NAVD 88
 CS1792.geopotential number by the normal gravity value computed on the
 CS1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1792.degrees latitude (g = 980.6199 gals.).
 CS1792
 CS1792.The modeled gravity was interpolated from observed gravity values.
 CS1792
 CS1792;                    North         East    Units  Estimated Accuracy
 CS1792;SPC TXNC     - 2,114,460.      709,810.      MT  (+/- 180 meters Scaled)
 CS1792
 CS1792                          SUPERSEDED SURVEY CONTROL
 CS1792
 CS1792  NGVD 29 (??/??/92)  207.380  (m)          680.38   (f) ADJ UNCH    1 2
 CS1792
 CS1792.Superseded values are not recommended for survey control.
 CS1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1792.See file dsdata.txt to determine how the superseded data were derived.
 CS1792
 CS1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB566185(NAD 83)
 CS1792_MARKER: DD = SURVEY DISK
 CS1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1792_STAMPING: 4715 1947
 CS1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1792+STABILITY: SURFACE MOTION
 CS1792
 CS1792  HISTORY     - Date     Condition        Report By
 CS1792  HISTORY     - 1947     MONUMENTED       TX2450
 CS1792  HISTORY     - 1947     GOOD             NGS
 CS1792  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1792  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1792  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS1792
 CS1792                          STATION DESCRIPTION
 CS1792
 CS1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1792'IN FORT WORTH.
 CS1792'ABOUT 4.5 MILES SOUTH OF THE COUNTY COURTHOUSE AT FORT WORTH, AT THE
 CS1792'INTERSECTION OF DICKSON STREET AND THE MISSOURI, KANSAS AND TEXAS
 CS1792'RAILROAD, 44 FEET EAST OF THE EAST RAIL OF A SPUR TRACK RUNNING ALONG
 CS1792'THE SIDE OF A LARGE GRAIN ELEVATOR, 16 FEET NORTH OF THE CENTER LINE
 CS1792'OF DICKSON STREET, 15 FEET SOUTH OF THE SOUTH END OF THE LARGE
 CS1792'CONCRETE BINS OF THE GRAIN ELEVATOR.  A BRONZE DISK SET IN THE TOP OF
 CS1792'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1792
 CS1792                          STATION RECOVERY (1983)
 CS1792
 CS1792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1792'THIS LOCATION IS NOW A PARKING LOT.
 CS1792
 CS1792                          STATION RECOVERY (1996)
 CS1792
 CS1792'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1792'MARK NOT FOUND.
 CS1792
 CS1792                          STATION RECOVERY (2001)
 CS1792
 CS1792'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS1792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0399 ***********************************************************************
 BP0399  DESIGNATION -  4716
 BP0399  PID         -  BP0399
 BP0399  STATE/COUNTY-  TX/BREWSTER
 BP0399  USGS QUAD   -  MOUNT ORD (1983)
 BP0399
 BP0399                         *CURRENT SURVEY CONTROL
 BP0399  ___________________________________________________________________
 BP0399* NAD 83(1986)-  30 08 37.     (N)    103 34 58.     (W)     SCALED    
 BP0399* NAVD 88     -      1439.146  (meters)    4721.60   (feet)  ADJUSTED  
 BP0399  ___________________________________________________________________
 BP0399  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 BP0399  DYNAMIC HT  -        1436.761 (meters)    4713.77  (feet)  COMP
 BP0399  MODELED GRAV-     978,933.6   (mgal)                       NAVD 88
 BP0399
 BP0399  VERT ORDER  -  SECOND    CLASS 0
 BP0399
 BP0399.The horizontal coordinates were scaled from a topographic map and have
 BP0399.an estimated accuracy of +/- 6 seconds.
 BP0399
 BP0399.The orthometric height was determined by differential leveling
 BP0399.and adjusted by the National Geodetic Survey in June 1991..
 BP0399
 BP0399.The geoid height was determined by GEOID03.
 BP0399
 BP0399.The dynamic height is computed by dividing the NAVD 88
 BP0399.geopotential number by the normal gravity value computed on the
 BP0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0399.degrees latitude (g = 980.6199 gals.).
 BP0399
 BP0399.The modeled gravity was interpolated from observed gravity values.
 BP0399
 BP0399;                    North         East    Units  Estimated Accuracy
 BP0399;SPC TXSC     - 4,264,700.      158,590.      MT  (+/- 180 meters Scaled)
 BP0399
 BP0399                          SUPERSEDED SURVEY CONTROL
 BP0399
 BP0399  NGVD 29 (??/??/92) 1438.637  (m)         4719.93   (f) ADJ UNCH    2 0
 BP0399
 BP0399.Superseded values are not recommended for survey control.
 BP0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0399.See file dsdata.txt to determine how the superseded data were derived.
 BP0399
 BP0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP364355(NAD 83)
 BP0399_MARKER: P = PIPE CAP
 BP0399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0399_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0399_STAMPING: 4716 MARFA
 BP0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0399
 BP0399  HISTORY     - Date     Condition        Report By
 BP0399  HISTORY     - UNK      MONUMENTED       USGS
 BP0399  HISTORY     - 1958     GOOD             NGS
 BP0399  HISTORY     - 19961008 MARK NOT FOUND   USPSQD
 BP0399
 BP0399                          STATION DESCRIPTION
 BP0399
 BP0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0399'18.4 MI S FROM ALPINE.
 BP0399'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0399'STATION AT ALPINE, THENCE ABOUT 18.0 MILES SOUTH ALONG STATE HIGHWAY
 BP0399'118.  127.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT THE NORTH
 BP0399'END OF A CURVE, ABOUT 0.1 MILE NORTH OF A GATE IN THE WEST HIGHWAY
 BP0399'RIGHT OF WAY FENCE, 67.8 FEET WEST OF THE WEST HIGHWAY RIGHT OF WAY
 BP0399'FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 BP0399'BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 3 1/2 INCH IRON
 BP0399'PIPE PROJECTING 2 FEET.
 BP0399
 BP0399                          STATION RECOVERY (1996)
 BP0399
 BP0399'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1795 ***********************************************************************
 CS1795  DESIGNATION -  4716 C OF FW
 CS1795  PID         -  CS1795
 CS1795  STATE/COUNTY-  TX/TARRANT
 CS1795  USGS QUAD   -  FORT WORTH (1981)
 CS1795
 CS1795                         *CURRENT SURVEY CONTROL
 CS1795  ___________________________________________________________________
 CS1795* NAD 83(1986)-  32 43 02.     (N)    097 19 26.     (W)     SCALED    
 CS1795* NAVD 88     -       201.480  (meters)     661.02   (feet)  ADJUSTED  
 CS1795  ___________________________________________________________________
 CS1795  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS1795  DYNAMIC HT  -         201.244 (meters)     660.25  (feet)  COMP
 CS1795  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 CS1795
 CS1795  VERT ORDER  -  FIRST     CLASS II
 CS1795
 CS1795.The horizontal coordinates were scaled from a topographic map and have
 CS1795.an estimated accuracy of +/- 6 seconds.
 CS1795
 CS1795.The orthometric height was determined by differential leveling
 CS1795.and adjusted by the National Geodetic Survey in June 1991..
 CS1795
 CS1795.The geoid height was determined by GEOID03.
 CS1795
 CS1795.The dynamic height is computed by dividing the NAVD 88
 CS1795.geopotential number by the normal gravity value computed on the
 CS1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1795.degrees latitude (g = 980.6199 gals.).
 CS1795
 CS1795.The modeled gravity was interpolated from observed gravity values.
 CS1795
 CS1795;                    North         East    Units  Estimated Accuracy
 CS1795;SPC TXNC     - 2,117,110.      710,250.      MT  (+/- 180 meters Scaled)
 CS1795
 CS1795                          SUPERSEDED SURVEY CONTROL
 CS1795
 CS1795  NGVD 29 (??/??/92)  201.464  (m)          660.97   (f) ADJ UNCH    1 2
 CS1795
 CS1795.Superseded values are not recommended for survey control.
 CS1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1795.See file dsdata.txt to determine how the superseded data were derived.
 CS1795
 CS1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB570211(NAD 83)
 CS1795_MARKER: DD = SURVEY DISK
 CS1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1795_STAMPING: 4716 1947
 CS1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1795+STABILITY: SURFACE MOTION
 CS1795
 CS1795  HISTORY     - Date     Condition        Report By
 CS1795  HISTORY     - 1947     MONUMENTED       TX2450
 CS1795  HISTORY     - 1947     GOOD             NGS
 CS1795  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1795  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1795  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1795
 CS1795                          STATION DESCRIPTION
 CS1795
 CS1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1795'IN FORT WORTH.
 CS1795'ABOUT 3.0 MILES SOUTH OF THE COUNTY COURTHOUSE AT FORT WORTH, ALONG
 CS1795'THE MISSOURI, KANSAS AND TEXAS RAILROAD, ON THE NORTH SIDE OF RAMSEY
 CS1795'STREET, 50 FEET EAST OF THE EAST RAIL OF THE MISSOURI, KANSAS AND
 CS1795'TEXAS RAILROAD, 15 FEET NORTH OF THE NORTH CURB LINE OF RAMSEY STREET,
 CS1795'2 FEET EAST OF THE RIGHT OF WAY FENCE.  A BRONZE CITY OF FORT WORTH
 CS1795'DISK SET IN THE TOP OF A CONCRETE POST.
 CS1795
 CS1795                          STATION RECOVERY (1983)
 CS1795
 CS1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1795'MARK NOT FOUND.
 CS1795
 CS1795                          STATION RECOVERY (1989)
 CS1795
 CS1795'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWM)
 CS1795'MARK NOT FOUND.
 CS1795
 CS1795                          STATION RECOVERY (1996)
 CS1795
 CS1795'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1788 ***********************************************************************
 CS1788  DESIGNATION -  4717 C OF FW
 CS1788  PID         -  CS1788
 CS1788  STATE/COUNTY-  TX/TARRANT
 CS1788  USGS QUAD   -  FORT WORTH (1981)
 CS1788
 CS1788                         *CURRENT SURVEY CONTROL
 CS1788  ___________________________________________________________________
 CS1788* NAD 83(1986)-  32 43 49.     (N)    097 19 21.     (W)     SCALED    
 CS1788* NAVD 88     -       194.009  (meters)     636.51   (feet)  ADJUSTED  
 CS1788  ___________________________________________________________________
 CS1788  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS1788  DYNAMIC HT  -         193.782 (meters)     635.77  (feet)  COMP
 CS1788  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 CS1788
 CS1788  VERT ORDER  -  FIRST     CLASS II
 CS1788
 CS1788.The horizontal coordinates were scaled from a topographic map and have
 CS1788.an estimated accuracy of +/- 6 seconds.
 CS1788
 CS1788.The orthometric height was determined by differential leveling
 CS1788.and adjusted by the National Geodetic Survey in June 1991..
 CS1788
 CS1788.The geoid height was determined by GEOID03.
 CS1788
 CS1788.The dynamic height is computed by dividing the NAVD 88
 CS1788.geopotential number by the normal gravity value computed on the
 CS1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1788.degrees latitude (g = 980.6199 gals.).
 CS1788
 CS1788.The modeled gravity was interpolated from observed gravity values.
 CS1788
 CS1788;                    North         East    Units  Estimated Accuracy
 CS1788;SPC TXNC     - 2,118,560.      710,360.      MT  (+/- 180 meters Scaled)
 CS1788
 CS1788                          SUPERSEDED SURVEY CONTROL
 CS1788
 CS1788  NGVD 29 (??/??/92)  193.995  (m)          636.47   (f) ADJ UNCH    1 2
 CS1788
 CS1788.Superseded values are not recommended for survey control.
 CS1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1788.See file dsdata.txt to determine how the superseded data were derived.
 CS1788
 CS1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB571226(NAD 83)
 CS1788_MARKER: DD = SURVEY DISK
 CS1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1788_STAMPING: 4717 1947
 CS1788_MARK LOGO: TX2450
 CS1788_PROJECTION: FLUSH
 CS1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1788+STABILITY: SURFACE MOTION
 CS1788
 CS1788  HISTORY     - Date     Condition        Report By
 CS1788  HISTORY     - 1947     MONUMENTED       TX2450
 CS1788  HISTORY     - 1947     GOOD             NGS
 CS1788  HISTORY     - 1983     GOOD             NGS
 CS1788  HISTORY     - 1991     GOOD             USPSQD
 CS1788  HISTORY     - 19960427 GOOD             USPSQD
 CS1788  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS1788
 CS1788                          STATION DESCRIPTION
 CS1788
 CS1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1788'IN FORT WORTH.
 CS1788'ABOUT 2.2 MILES SOUTHEAST OF THE COUNTY COURTHOUSE AT FORT WORTH,
 CS1788'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD, 70 FEET WEST OF THE
 CS1788'WEST RAIL OF THE WEST TRACK, 10 FEET SOUTHEAST OF A 3 FOOT CONCRETE
 CS1788'INLET, 3 FEET SOUTH OF THE SOUTH CURB LINE OF EAST MAGNOLIA STREET. A
 CS1788'BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 CS1788
 CS1788                          STATION RECOVERY (1983)
 CS1788
 CS1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1788'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN FORT WORTH,
 CS1788'AT THE INTERSECTION OF MAGNOLIA AVENUE AND THE MISSOURI, KANSAS AND
 CS1788'TEXAS RAILROAD, 21.4 METERS (70.2 FT) WEST OF THE NEAR RAIL, 8.1
 CS1788'METERS (26.6 FT) EAST OF UTILITY POLE NUMBER 533 402, 4.4 METERS (14.4
 CS1788'FT) SOUTH OF THE CENTER OF THE AVENUE AND 2.7 METERS (8.9 FT) NORTH OF
 CS1788'A FENCE CORNER.
 CS1788'THE MARK IS 0.3 M ABOVE THE AVENUE.
 CS1788
 CS1788                          STATION RECOVERY (1991)
 CS1788
 CS1788'RECOVERY NOTE BY US POWER SQUADRON 1991 (RCS)
 CS1788'RECOVERED IN GOOD CONDITION.
 CS1788
 CS1788                          STATION RECOVERY (1996)
 CS1788
 CS1788'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1788'RECOVERED IN GOOD CONDITION.
 CS1788
 CS1788                          STATION RECOVERY (2005)
 CS1788
 CS1788'RECOVERY NOTE BY US POWER SQUADRON 2005 (JD)
 CS1788'THERE HAS BEEN EXTENSIVE GRADING CURB AREA IS MISSING AND MARK IS
 CS1788'BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1786 ***********************************************************************
 CS1786  DESIGNATION -  4718 C OF FW
 CS1786  PID         -  CS1786
 CS1786  STATE/COUNTY-  TX/TARRANT
 CS1786  USGS QUAD   -  FORT WORTH (1981)
 CS1786
 CS1786                         *CURRENT SURVEY CONTROL
 CS1786  ___________________________________________________________________
 CS1786* NAD 83(1986)-  32 44 11.     (N)    097 19 16.     (W)     SCALED    
 CS1786* NAVD 88     -       192.845  (meters)     632.69   (feet)  ADJUSTED  
 CS1786  ___________________________________________________________________
 CS1786  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS1786  DYNAMIC HT  -         192.619 (meters)     631.95  (feet)  COMP
 CS1786  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 CS1786
 CS1786  VERT ORDER  -  FIRST     CLASS II
 CS1786
 CS1786.The horizontal coordinates were scaled from a topographic map and have
 CS1786.an estimated accuracy of +/- 6 seconds.
 CS1786
 CS1786.The orthometric height was determined by differential leveling
 CS1786.and adjusted by the National Geodetic Survey in June 1991..
 CS1786
 CS1786.The geoid height was determined by GEOID03.
 CS1786
 CS1786.The dynamic height is computed by dividing the NAVD 88
 CS1786.geopotential number by the normal gravity value computed on the
 CS1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1786.degrees latitude (g = 980.6199 gals.).
 CS1786
 CS1786.The modeled gravity was interpolated from observed gravity values.
 CS1786
 CS1786;                    North         East    Units  Estimated Accuracy
 CS1786;SPC TXNC     - 2,119,240.      710,480.      MT  (+/- 180 meters Scaled)
 CS1786
 CS1786                          SUPERSEDED SURVEY CONTROL
 CS1786
 CS1786  NGVD 29 (??/??/92)  192.830  (m)          632.64   (f) ADJ UNCH    1 2
 CS1786
 CS1786.Superseded values are not recommended for survey control.
 CS1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1786.See file dsdata.txt to determine how the superseded data were derived.
 CS1786
 CS1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB573233(NAD 83)
 CS1786_MARKER: DD = SURVEY DISK
 CS1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1786_STAMPING: 4718 1947
 CS1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1786+STABILITY: SURFACE MOTION
 CS1786
 CS1786  HISTORY     - Date     Condition        Report By
 CS1786  HISTORY     - 1947     MONUMENTED       TX2450
 CS1786  HISTORY     - 1947     GOOD             NGS
 CS1786  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1786  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1786  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS1786
 CS1786                          STATION DESCRIPTION
 CS1786
 CS1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1786'IN FORT WORTH.
 CS1786'ABOUT 1.7 MILES SOUTHEAST OF THE COUNTY COURTHOUSE AT FORT WORTH,
 CS1786'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD, AT THE INTERSECTION OF
 CS1786'LEUDA STREET AND ARIZONA AVENUE, 62 FEET SOUTHWEST OF A FIRE HYDRANT,
 CS1786'49 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE MISSOURI,
 CS1786'KANSAS AND TEXAS RAILROAD, 28 FEET WEST OF THE CENTER LINE OF ARIZONA
 CS1786'AVENUE, ON THE EXTENDED CENTER LINE OF LEUDA STREET.  A BRONZE DISK
 CS1786'SET IN THE TOP OF A CONCRETE POST.
 CS1786
 CS1786                          STATION RECOVERY (1983)
 CS1786
 CS1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1786'THERE HAS BEEN GRADING AT THIS LOCATION.
 CS1786
 CS1786                          STATION RECOVERY (1996)
 CS1786
 CS1786'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1786'MARK NOT FOUND.
 CS1786
 CS1786                          STATION RECOVERY (2005)
 CS1786
 CS1786'RECOVERY NOTE BY US POWER SQUADRON 2005 (JD)
 CS1786'THERE HAS BEEN EXTENSIVE GRADING AND MARK IS BELIEVED TO BE DESTROYED.
 CS1786' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1641 ***********************************************************************
 CS1641  DESIGNATION -  4722
 CS1641  PID         -  CS1641
 CS1641  STATE/COUNTY-  TX/TARRANT
 CS1641  USGS QUAD   -  FORT WORTH (1981)
 CS1641
 CS1641                         *CURRENT SURVEY CONTROL
 CS1641  ___________________________________________________________________
 CS1641* NAD 83(1986)-  32 44 34.     (N)    097 18 40.     (W)     SCALED    
 CS1641* NAVD 88     -       179.976  (meters)     590.47   (feet)  ADJUSTED  
 CS1641  ___________________________________________________________________
 CS1641  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS1641  DYNAMIC HT  -         179.766 (meters)     589.78  (feet)  COMP
 CS1641  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 CS1641
 CS1641  VERT ORDER  -  FIRST     CLASS II
 CS1641
 CS1641.The horizontal coordinates were scaled from a topographic map and have
 CS1641.an estimated accuracy of +/- 6 seconds.
 CS1641
 CS1641.The orthometric height was determined by differential leveling
 CS1641.and adjusted by the National Geodetic Survey in June 1991..
 CS1641
 CS1641.The geoid height was determined by GEOID03.
 CS1641
 CS1641.The dynamic height is computed by dividing the NAVD 88
 CS1641.geopotential number by the normal gravity value computed on the
 CS1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1641.degrees latitude (g = 980.6199 gals.).
 CS1641
 CS1641.The modeled gravity was interpolated from observed gravity values.
 CS1641
 CS1641;                    North         East    Units  Estimated Accuracy
 CS1641;SPC TXNC     - 2,119,960.      711,410.      MT  (+/- 180 meters Scaled)
 CS1641
 CS1641                          SUPERSEDED SURVEY CONTROL
 CS1641
 CS1641  NGVD 29 (??/??/92)  179.94   (m)          590.4    (f) COMPUTED    1 2
 CS1641
 CS1641.Superseded values are not recommended for survey control.
 CS1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1641.See file dsdata.txt to determine how the superseded data were derived.
 CS1641
 CS1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB582240(NAD 83)
 CS1641_MARKER: DB = BENCH MARK DISK
 CS1641_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1641_SP_SET: BRIDGE ABUTMENT
 CS1641_STAMPING: 4722 1947
 CS1641_MARK LOGO: TX2450
 CS1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1641
 CS1641  HISTORY     - Date     Condition        Report By
 CS1641  HISTORY     - 1947     MONUMENTED       TX2450
 CS1641  HISTORY     - 1957     GOOD             NGS
 CS1641  HISTORY     - 1986     GOOD             NGS
 CS1641  HISTORY     - 19970301 GOOD             USPSQD
 CS1641  HISTORY     - 20021213 GOOD             GEOCAC
 CS1641
 CS1641                          STATION DESCRIPTION
 CS1641
 CS1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1641'2.7 MI SE FROM FORT WORTH.
 CS1641'ALONG THE T. AND P.R.R. ABOUT 1 MILE EAST OF THE STATION AND ABOUT 1.7
 CS1641'MILES SOUTHEAST FROM THE TARRANT COUNTY COURT HOUSE IN FORT WORTH, IN
 CS1641'THE TOP OF THE SOUTH WING WALL OF THE EAST ABUTMENT OF THE CONCRETE
 CS1641'UNDERPASS FOR THE STREET WHICH IS PINE STREET TO THE NORTH AND
 CS1641'TENNESSEE STREET TO THE SOUTH.  A CITY OF FORT WORTH DISK STAMPED 4722
 CS1641'1947 IN THE TOP OF THE UNDERPASS.
 CS1641
 CS1641                          STATION RECOVERY (1986)
 CS1641
 CS1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1641'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FORT
 CS1641'WORTH, AT THE INTERSECTION OF TENNESSEE STREET AND THE MISSOURI
 CS1641'PACIFIC RAILROAD, IN THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 CS1641'THE RAILROAD OVERPASS OF THE STREET, 7.3 M (24.0 FT) EAST OF THE
 CS1641'CENTERLINE OF THE STREET, AND 2.8 M (9.2 FT) SOUTH OF THE NEAR RAIL.
 CS1641'THE MARK IS 0.3 M BELOW THE TRACKS.
 CS1641
 CS1641                          STATION RECOVERY (1997)
 CS1641
 CS1641'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1641'RECOVERED IN GOOD CONDITION.
 CS1641
 CS1641                          STATION RECOVERY (2002)
 CS1641
 CS1641'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1644 ***********************************************************************
 CS1644  DESIGNATION -  4723
 CS1644  PID         -  CS1644
 CS1644  STATE/COUNTY-  TX/TARRANT
 CS1644  USGS QUAD   -  FORT WORTH (1981)
 CS1644
 CS1644                         *CURRENT SURVEY CONTROL
 CS1644  ___________________________________________________________________
 CS1644* NAD 83(1986)-  32 44 29.     (N)    097 17 08.     (W)     SCALED    
 CS1644* NAVD 88     -       174.490  (meters)     572.47   (feet)  ADJUSTED  
 CS1644  ___________________________________________________________________
 CS1644  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CS1644  DYNAMIC HT  -         174.286 (meters)     571.80  (feet)  COMP
 CS1644  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 CS1644
 CS1644  VERT ORDER  -  FIRST     CLASS II
 CS1644
 CS1644.The horizontal coordinates were scaled from a topographic map and have
 CS1644.an estimated accuracy of +/- 6 seconds.
 CS1644
 CS1644.The orthometric height was determined by differential leveling
 CS1644.and adjusted by the National Geodetic Survey in June 1991..
 CS1644
 CS1644.The geoid height was determined by GEOID03.
 CS1644
 CS1644.The dynamic height is computed by dividing the NAVD 88
 CS1644.geopotential number by the normal gravity value computed on the
 CS1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1644.degrees latitude (g = 980.6199 gals.).
 CS1644
 CS1644.The modeled gravity was interpolated from observed gravity values.
 CS1644
 CS1644;                    North         East    Units  Estimated Accuracy
 CS1644;SPC TXNC     - 2,119,830.      713,810.      MT  (+/- 180 meters Scaled)
 CS1644
 CS1644                          SUPERSEDED SURVEY CONTROL
 CS1644
 CS1644  NGVD 29 (??/??/92)  174.47   (m)          572.4    (f) COMPUTED    1 2
 CS1644
 CS1644.Superseded values are not recommended for survey control.
 CS1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1644.See file dsdata.txt to determine how the superseded data were derived.
 CS1644
 CS1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB606239(NAD 83)
 CS1644_MARKER: DB = BENCH MARK DISK
 CS1644_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1644_SP_SET: BRIDGE ABUTMENT
 CS1644_STAMPING: 4723 1947
 CS1644_MARK LOGO: TX2450
 CS1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1644
 CS1644  HISTORY     - Date     Condition        Report By
 CS1644  HISTORY     - 1947     MONUMENTED       TX2450
 CS1644  HISTORY     - 1957     GOOD             NGS
 CS1644  HISTORY     - 1984     GOOD             NGS
 CS1644  HISTORY     - 1986     GOOD             NGS
 CS1644  HISTORY     - 19970301 GOOD             USPSQD
 CS1644  HISTORY     - 20021213 GOOD             GEOCAC
 CS1644
 CS1644                          STATION DESCRIPTION
 CS1644
 CS1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1644'3.0 MI E FROM FORT WORTH.
 CS1644'3.0 MILES EAST, SOUTHEAST OF THE TARRANT COUNTY COURT HOUSE IN FORT
 CS1644'WORTH, ABOUT 1/2 BLOCK SOUTH OF EAST LANCASTER AND HIGHWAY NO. U.S.
 CS1644'80, IN THE TOP OF THE CONNER AVE. UNDERPASS, IN THE EAST END OF THE
 CS1644'HEADWALL OF THE CONNER AVE. T. AND P.R.R. UNDERPASS.  A DISK STAMPED
 CS1644'4723 1947.
 CS1644
 CS1644                          STATION RECOVERY (1984)
 CS1644
 CS1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1644'RECOVERED IN GOOD CONDITION.
 CS1644
 CS1644                          STATION RECOVERY (1986)
 CS1644
 CS1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1644'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FORT
 CS1644'WORTH, AT THE INTERSECTION OF CONNER AVENUE AND THE MISSOURI PACIFIC
 CS1644'RAILROAD, IN THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 CS1644'RAILROAD OVERPASS OF THE AVENUE, 8.2 M (26.9 FT) EAST OF THE
 CS1644'CENTERLINE OF THE AVENUE, 2.8 M (9.2 FT) SOUTH OF THE NEAR RAIL, AND
 CS1644'0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE ABUTMENT.
 CS1644'THE MARK IS 0.3 M BELOW THE TRACKS.
 CS1644
 CS1644                          STATION RECOVERY (1997)
 CS1644
 CS1644'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1644'RECOVERED IN GOOD CONDITION.
 CS1644
 CS1644                          STATION RECOVERY (2002)
 CS1644
 CS1644'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1645 ***********************************************************************
 CS1645  DESIGNATION -  4724
 CS1645  PID         -  CS1645
 CS1645  STATE/COUNTY-  TX/TARRANT
 CS1645  USGS QUAD   -  FORT WORTH (1981)
 CS1645
 CS1645                         *CURRENT SURVEY CONTROL
 CS1645  ___________________________________________________________________
 CS1645* NAD 83(1986)-  32 44 11.     (N)    097 16 39.     (W)     SCALED    
 CS1645* NAVD 88     -       183.401  (meters)     601.71   (feet)  ADJUSTED  
 CS1645  ___________________________________________________________________
 CS1645  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CS1645  DYNAMIC HT  -         183.186 (meters)     601.00  (feet)  COMP
 CS1645  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 CS1645
 CS1645  VERT ORDER  -  FIRST     CLASS II
 CS1645
 CS1645.The horizontal coordinates were scaled from a topographic map and have
 CS1645.an estimated accuracy of +/- 6 seconds.
 CS1645
 CS1645.The orthometric height was determined by differential leveling
 CS1645.and adjusted by the National Geodetic Survey in June 1991..
 CS1645
 CS1645.The geoid height was determined by GEOID03.
 CS1645
 CS1645.The dynamic height is computed by dividing the NAVD 88
 CS1645.geopotential number by the normal gravity value computed on the
 CS1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1645.degrees latitude (g = 980.6199 gals.).
 CS1645
 CS1645.The modeled gravity was interpolated from observed gravity values.
 CS1645
 CS1645;                    North         East    Units  Estimated Accuracy
 CS1645;SPC TXNC     - 2,119,290.      714,570.      MT  (+/- 180 meters Scaled)
 CS1645
 CS1645                          SUPERSEDED SURVEY CONTROL
 CS1645
 CS1645  NGVD 29 (??/??/92)  183.39   (m)          601.7    (f) COMPUTED    1 2
 CS1645
 CS1645.Superseded values are not recommended for survey control.
 CS1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1645.See file dsdata.txt to determine how the superseded data were derived.
 CS1645
 CS1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB613233(NAD 83)
 CS1645_MARKER: DB = BENCH MARK DISK
 CS1645_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1645_SP_SET: BRIDGE ABUTMENT
 CS1645_STAMPING: 4724 1947
 CS1645_MARK LOGO: TX2450
 CS1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1645
 CS1645  HISTORY     - Date     Condition        Report By
 CS1645  HISTORY     - 1947     MONUMENTED       TX2450
 CS1645  HISTORY     - 1957     GOOD             NGS
 CS1645  HISTORY     - 1986     GOOD             NGS
 CS1645  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1645
 CS1645                          STATION DESCRIPTION
 CS1645
 CS1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1645'3.6 MI SE FROM FORT WORTH.
 CS1645'3.6 MILES EAST OF THE TARRANT COUNTY COURT HOUSE, 3.1 MILES EAST OF
 CS1645'THE T. AND P. STATION AT THE COLLARD STREET UNDERPASS AT THE T. AND .
 CS1645'P. R.R., AT BRIDGE 242.8, ON THE TOP OF THE SOUTHEAST CORNER, IN THE
 CS1645'EAST END OF THE SOUTH HEADWALL.  A DISK STAMPED 4724 1947.
 CS1645
 CS1645                          STATION RECOVERY (1986)
 CS1645
 CS1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1645'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FORT
 CS1645'WORTH, AT THE JUNCTION OF COLLARD STREET AND THE MISSOURI PACIFIC
 CS1645'RAILROAD, IN THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 CS1645'RAILROAD OVERPASS OF THE STREET, 8.5 M (27.9 FT) EAST OF THE
 CS1645'CENTERLINE OF THE STREET, 1.4 M (4.6 FT) SOUTH OF THE NEAR RAIL, AND
 CS1645'0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE ABUTMENT.
 CS1645'THE MARK IS 0.3 M BELOW THE TRACKS.
 CS1645
 CS1645                          STATION RECOVERY (1997)
 CS1645
 CS1645'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1663 ***********************************************************************
 CS1663  DESIGNATION -  4726
 CS1663  PID         -  CS1663
 CS1663  STATE/COUNTY-  TX/TARRANT
 CS1663  USGS QUAD   -  FORT WORTH (1981)
 CS1663
 CS1663                         *CURRENT SURVEY CONTROL
 CS1663  ___________________________________________________________________
 CS1663* NAD 83(1986)-  32 44 03.     (N)    097 15 12.     (W)     SCALED    
 CS1663* NAVD 88     -       203.640  (meters)     668.11   (feet)  ADJUSTED  
 CS1663  ___________________________________________________________________
 CS1663  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS1663  DYNAMIC HT  -         203.402 (meters)     667.33  (feet)  COMP
 CS1663  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 CS1663
 CS1663  VERT ORDER  -  FIRST     CLASS II
 CS1663
 CS1663.The horizontal coordinates were scaled from a topographic map and have
 CS1663.an estimated accuracy of +/- 6 seconds.
 CS1663
 CS1663.The orthometric height was determined by differential leveling
 CS1663.and adjusted by the National Geodetic Survey in June 1991..
 CS1663.WARNING-Repeat measurements at this control monument indicate possible
 CS1663.vertical movement.
 CS1663
 CS1663.The geoid height was determined by GEOID03.
 CS1663
 CS1663.The dynamic height is computed by dividing the NAVD 88
 CS1663.geopotential number by the normal gravity value computed on the
 CS1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1663.degrees latitude (g = 980.6199 gals.).
 CS1663
 CS1663.The modeled gravity was interpolated from observed gravity values.
 CS1663
 CS1663;                    North         East    Units  Estimated Accuracy
 CS1663;SPC TXNC     - 2,119,070.      716,840.      MT  (+/- 180 meters Scaled)
 CS1663
 CS1663                          SUPERSEDED SURVEY CONTROL
 CS1663
 CS1663  NGVD 29 (??/??/92)  203.627  (m)          668.07   (f) ADJ UNCH    1 2
 CS1663
 CS1663.Superseded values are not recommended for survey control.
 CS1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1663.See file dsdata.txt to determine how the superseded data were derived.
 CS1663
 CS1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB636231(NAD 83)
 CS1663_MARKER: DD = SURVEY DISK
 CS1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1663_STAMPING: 4726 1947
 CS1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1663+STABILITY: SURFACE MOTION
 CS1663
 CS1663  HISTORY     - Date     Condition        Report By
 CS1663  HISTORY     - 1947     MONUMENTED       TX2450
 CS1663  HISTORY     - 1947     GOOD             NGS
 CS1663  HISTORY     - 1957     GOOD             NGS
 CS1663  HISTORY     - 1984     GOOD             NGS
 CS1663  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1663  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1663
 CS1663                          STATION DESCRIPTION
 CS1663
 CS1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1663'IN FORT WORTH.
 CS1663'5.0 MILES EAST OF THE COUNTY COURTHOUSE AT FORT WORTH, 4.5 MILES EAST
 CS1663'OF THE TEXAS AND PACIFIC RAILROAD PASSENGER STATION, ALONG THE TEXAS
 CS1663'AND PACIFIC RAILROAD, 83 FEET SOUTH OF THE SOUTH RAIL, 50 FEET EAST OF
 CS1663'THE CENTER LINE OF EDGEWOOD TERRACE, 3 FEET NORTH OF THE SOUTH RIGHT
 CS1663'OF WAY FENCE.  A BRONZE CITY OF FORT WORTH DISK SET IN THE TOP OF A
 CS1663'CONCRETE POST.
 CS1663
 CS1663                          STATION RECOVERY (1957)
 CS1663
 CS1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1663'RECOVERED IN GOOD CONDITION.
 CS1663
 CS1663                          STATION RECOVERY (1984)
 CS1663
 CS1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1663'RECOVERED IN GOOD CONDITION.
 CS1663
 CS1663                          STATION RECOVERY (1986)
 CS1663
 CS1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1663'MARK NOT FOUND.
 CS1663
 CS1663                          STATION RECOVERY (1997)
 CS1663
 CS1663'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1664 ***********************************************************************
 CS1664  DESIGNATION -  4727
 CS1664  PID         -  CS1664
 CS1664  STATE/COUNTY-  TX/TARRANT
 CS1664  USGS QUAD   -  KENNEDALE (1981)
 CS1664
 CS1664                         *CURRENT SURVEY CONTROL
 CS1664  ___________________________________________________________________
 CS1664* NAD 83(1986)-  32 43 57.     (N)    097 14 43.     (W)     SCALED    
 CS1664* NAVD 88     -       196.161  (meters)     643.57   (feet)  ADJUSTED  
 CS1664  ___________________________________________________________________
 CS1664  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS1664  DYNAMIC HT  -         195.932 (meters)     642.82  (feet)  COMP
 CS1664  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 CS1664
 CS1664  VERT ORDER  -  FIRST     CLASS II
 CS1664
 CS1664.The horizontal coordinates were scaled from a topographic map and have
 CS1664.an estimated accuracy of +/- 6 seconds.
 CS1664
 CS1664.The orthometric height was determined by differential leveling
 CS1664.and adjusted by the National Geodetic Survey in June 1991..
 CS1664.WARNING-Repeat measurements at this control monument indicate possible
 CS1664.vertical movement.
 CS1664
 CS1664.The geoid height was determined by GEOID03.
 CS1664
 CS1664.The dynamic height is computed by dividing the NAVD 88
 CS1664.geopotential number by the normal gravity value computed on the
 CS1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1664.degrees latitude (g = 980.6199 gals.).
 CS1664
 CS1664.The modeled gravity was interpolated from observed gravity values.
 CS1664
 CS1664;                    North         East    Units  Estimated Accuracy
 CS1664;SPC TXNC     - 2,118,890.      717,590.      MT  (+/- 180 meters Scaled)
 CS1664
 CS1664                          SUPERSEDED SURVEY CONTROL
 CS1664
 CS1664  NGVD 29 (??/??/92)  196.149  (m)          643.53   (f) ADJ UNCH    1 2
 CS1664
 CS1664.Superseded values are not recommended for survey control.
 CS1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1664.See file dsdata.txt to determine how the superseded data were derived.
 CS1664
 CS1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB644229(NAD 83)
 CS1664_MARKER: DD = SURVEY DISK
 CS1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1664_STAMPING: 4727 1947
 CS1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1664+STABILITY: SURFACE MOTION
 CS1664
 CS1664  HISTORY     - Date     Condition        Report By
 CS1664  HISTORY     - 1947     MONUMENTED       TX2450
 CS1664  HISTORY     - 1951     GOOD             NGS
 CS1664  HISTORY     - 1957     GOOD             NGS
 CS1664  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1664  HISTORY     - 1990     POOR             USPSQD
 CS1664  HISTORY     - 19960921 GOOD             USPSQD
 CS1664
 CS1664                          STATION DESCRIPTION
 CS1664
 CS1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS1664'5.0 MI E FROM FORT WORTH.
 CS1664'5.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1664'AT FORT WORTH, AT THE CROSSING OF TIERNEY ROAD, 30 FEET WEST OF THE
 CS1664'CENTER LINE OF TIERNEY ROAD, 94 FEET NORTH OF THE NORTH RAIL, 14 FEET
 CS1664'SOUTHEAST OF A 12 INCH OAK TREE, 3.2 FEET SOUTH OF A FENCE, SET IN THE
 CS1664'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CS1664
 CS1664                          STATION RECOVERY (1957)
 CS1664
 CS1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1664'RECOVERED IN GOOD CONDITION.
 CS1664
 CS1664                          STATION RECOVERY (1986)
 CS1664
 CS1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1664'MARK NOT FOUND.
 CS1664
 CS1664                          STATION RECOVERY (1990)
 CS1664
 CS1664'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAP)
 CS1664'MARK RECOVERED IN POOR CONDITION.
 CS1664
 CS1664                          STATION RECOVERY (1996)
 CS1664
 CS1664'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1665 ***********************************************************************
 CS1665  DESIGNATION -  4728
 CS1665  PID         -  CS1665
 CS1665  STATE/COUNTY-  TX/TARRANT
 CS1665  USGS QUAD   -  KENNEDALE (1981)
 CS1665
 CS1665                         *CURRENT SURVEY CONTROL
 CS1665  ___________________________________________________________________
 CS1665* NAD 83(1986)-  32 43 55.     (N)    097 13 51.     (W)     SCALED    
 CS1665* NAVD 88     -       187.808  (meters)     616.17   (feet)  ADJUSTED  
 CS1665  ___________________________________________________________________
 CS1665  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS1665  DYNAMIC HT  -         187.589 (meters)     615.45  (feet)  COMP
 CS1665  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 CS1665
 CS1665  VERT ORDER  -  FIRST     CLASS II
 CS1665
 CS1665.The horizontal coordinates were scaled from a topographic map and have
 CS1665.an estimated accuracy of +/- 6 seconds.
 CS1665
 CS1665.The orthometric height was determined by differential leveling
 CS1665.and adjusted by the National Geodetic Survey in June 1991..
 CS1665.WARNING-Repeat measurements at this control monument indicate possible
 CS1665.vertical movement.
 CS1665
 CS1665.The geoid height was determined by GEOID03.
 CS1665
 CS1665.The dynamic height is computed by dividing the NAVD 88
 CS1665.geopotential number by the normal gravity value computed on the
 CS1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1665.degrees latitude (g = 980.6199 gals.).
 CS1665
 CS1665.The modeled gravity was interpolated from observed gravity values.
 CS1665
 CS1665;                    North         East    Units  Estimated Accuracy
 CS1665;SPC TXNC     - 2,118,850.      718,950.      MT  (+/- 180 meters Scaled)
 CS1665
 CS1665                          SUPERSEDED SURVEY CONTROL
 CS1665
 CS1665  NGVD 29 (??/??/92)  187.798  (m)          616.13   (f) ADJ UNCH    1 2
 CS1665
 CS1665.Superseded values are not recommended for survey control.
 CS1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1665.See file dsdata.txt to determine how the superseded data were derived.
 CS1665
 CS1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB657229(NAD 83)
 CS1665_MARKER: DD = SURVEY DISK
 CS1665_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1665_SP_SET: BRIDGE ABUTMENT
 CS1665_STAMPING: 4728 1947
 CS1665_MARK LOGO: TX2450
 CS1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1665
 CS1665  HISTORY     - Date     Condition        Report By
 CS1665  HISTORY     - 1947     MONUMENTED       TX2450
 CS1665  HISTORY     - 1951     GOOD             NGS
 CS1665  HISTORY     - 1957     GOOD             NGS
 CS1665  HISTORY     - 1986     GOOD             NGS
 CS1665  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1665  HISTORY     - 19960921 GOOD             USPSQD
 CS1665
 CS1665                          STATION DESCRIPTION
 CS1665
 CS1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS1665'0.8 MI W FROM HANDLEY.
 CS1665'0.8 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CS1665'OFFICE AT HANDLEY, AT THE EAST ROSEDALE STREET UNDERPASS, 9 FEET NORTH
 CS1665'OF THE NORTH RAIL OF THE NORTH TRACK, SET IN THE TOP OF THE NORTH
 CS1665'WINGWALL OF THE EAST ABUTMENT OF THE UNDERPASS.
 CS1665
 CS1665                          STATION RECOVERY (1957)
 CS1665
 CS1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1665'RECOVERED IN GOOD CONDITION.
 CS1665
 CS1665                          STATION RECOVERY (1986)
 CS1665
 CS1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1665'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FORT
 CS1665'WORTH, AT THE INTERSECTION OF TENSION DRIVE AND THE MISSOURI PACIFIC
 CS1665'RAILROAD, IN THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 CS1665'RAILROAD OVERPASS OF THE DRIVE, 10.0 M (32.8 FT) SOUTHEAST OF THE
 CS1665'CENTERLINE OF THE DRIVE, 2.7 M (8.9 FT) NORTH OF THE NEAR RAIL, AND
 CS1665'0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 CS1665'THE MARK IS 0.3 M BELOW THE TRACKS.
 CS1665
 CS1665                          STATION RECOVERY (1990)
 CS1665
 CS1665'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAP)
 CS1665'MARK NOT FOUND.
 CS1665
 CS1665                          STATION RECOVERY (1996)
 CS1665
 CS1665'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1743 ***********************************************************************
 CS1743  DESIGNATION -  4742
 CS1743  PID         -  CS1743
 CS1743  STATE/COUNTY-  TX/TARRANT
 CS1743  USGS QUAD   -  HALTOM CITY (1981)
 CS1743
 CS1743                         *CURRENT SURVEY CONTROL
 CS1743  ___________________________________________________________________
 CS1743* NAD 83(1986)-  32 45 16.     (N)    097 20 21.     (W)     SCALED    
 CS1743* NAVD 88     -       174.17   (+/-2cm)     571.4    (feet)  VERTCON   
 CS1743  ___________________________________________________________________
 CS1743  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS1743
 CS1743  VERT ORDER  -  THIRD (See Below)
 CS1743
 CS1743.The horizontal coordinates were scaled from a topographic map and have
 CS1743.an estimated accuracy of +/- 6 seconds.
 CS1743
 CS1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1743.The vertical order pertains to the NGVD 29 superseded value.
 CS1743
 CS1743.The geoid height was determined by GEOID03.
 CS1743
 CS1743;                    North         East    Units  Estimated Accuracy
 CS1743;SPC TXNC     - 2,121,220.      708,770.      MT  (+/- 180 meters Scaled)
 CS1743
 CS1743                          SUPERSEDED SURVEY CONTROL
 CS1743
 CS1743  NGVD 29 (??/??/??)  174.16   (m)          571.4    (f) RESET       3  
 CS1743
 CS1743.Superseded values are not recommended for survey control.
 CS1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1743.See file dsdata.txt to determine how the superseded data were derived.
 CS1743
 CS1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB555252(NAD 83)
 CS1743_MARKER: DR = REFERENCE MARK DISK
 CS1743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1743_SP_SET: CURB
 CS1743_STAMPING: 4742 1947
 CS1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1743+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 CS1743
 CS1743  HISTORY     - Date     Condition        Report By
 CS1743  HISTORY     - 1947     MONUMENTED       TX2450
 CS1743  HISTORY     - 1956     GOOD             NGS
 CS1743  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CS1743  HISTORY     - 1989     GOOD             USPSQD
 CS1743  HISTORY     - 19960301 GOOD             USPSQD
 CS1743  HISTORY     - 20020824 GOOD             GEOCAC
 CS1743
 CS1743                          STATION DESCRIPTION
 CS1743
 CS1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1743'IN FORT WORTH.
 CS1743'A STANDARD CITY OF FORT WORTH BENCH MARK DISK STAMPED 4742 1947 NEAR
 CS1743'THE WEST END OF A 5 FOOT STORM SEWER INLET AT THE SOUTH WEST CORNER OF
 CS1743'THE INTERSECTION OF BELKNAP AND HENDERSON WHICH IS ABOUT 0.5 MILE WEST
 CS1743'OF THE COUNTY COURT HOUSE.  THE MARK IS 1 FOOT SOUTH OF THE SOUTH CURB
 CS1743'OF BELKNAP AND 27 FEET WEST OF THE WEST CURB OF HENDERSON.
 CS1743
 CS1743                          STATION RECOVERY (1986)
 CS1743
 CS1743'RECOVERY NOTE BY US POWER SQUADRON 1986 (LS)
 CS1743'MARK NOT FOUND.
 CS1743
 CS1743                          STATION RECOVERY (1989)
 CS1743
 CS1743'RECOVERY NOTE BY US POWER SQUADRON 1989 (GF)
 CS1743'RECOVERED IN GOOD CONDITION.
 CS1743
 CS1743                          STATION RECOVERY (1996)
 CS1743
 CS1743'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1743'RECOVERED IN GOOD CONDITION.
 CS1743
 CS1743                          STATION RECOVERY (2002)
 CS1743
 CS1743'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1743'MARK APPEARS TO HAVE BEEN REPLACED WITH A CITY OF FORT WORTH MARKER
 CS1743'STAMPED 6336 IN THE SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1785 ***********************************************************************
 CS1785  DESIGNATION -  4743 C OF FW
 CS1785  PID         -  CS1785
 CS1785  STATE/COUNTY-  TX/TARRANT
 CS1785  USGS QUAD   -  FORT WORTH (1981)
 CS1785
 CS1785                         *CURRENT SURVEY CONTROL
 CS1785  ___________________________________________________________________
 CS1785* NAD 83(1986)-  32 44 30.     (N)    097 19 16.     (W)     SCALED    
 CS1785* NAVD 88     -       188.169  (meters)     617.35   (feet)  ADJUSTED  
 CS1785  ___________________________________________________________________
 CS1785  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS1785  DYNAMIC HT  -         187.949 (meters)     616.63  (feet)  COMP
 CS1785  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 CS1785
 CS1785  VERT ORDER  -  FIRST     CLASS II
 CS1785
 CS1785.The horizontal coordinates were scaled from a topographic map and have
 CS1785.an estimated accuracy of +/- 6 seconds.
 CS1785
 CS1785.The orthometric height was determined by differential leveling
 CS1785.and adjusted by the National Geodetic Survey in June 1991..
 CS1785.WARNING-Repeat measurements at this control monument indicate possible
 CS1785.vertical movement.
 CS1785
 CS1785.The geoid height was determined by GEOID03.
 CS1785
 CS1785.The dynamic height is computed by dividing the NAVD 88
 CS1785.geopotential number by the normal gravity value computed on the
 CS1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1785.degrees latitude (g = 980.6199 gals.).
 CS1785
 CS1785.The modeled gravity was interpolated from observed gravity values.
 CS1785
 CS1785;                    North         East    Units  Estimated Accuracy
 CS1785;SPC TXNC     - 2,119,830.      710,480.      MT  (+/- 180 meters Scaled)
 CS1785
 CS1785                          SUPERSEDED SURVEY CONTROL
 CS1785
 CS1785  NGVD 29 (??/??/92)  188.149  (m)          617.29   (f) ADJ UNCH    1 2
 CS1785
 CS1785.Superseded values are not recommended for survey control.
 CS1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1785.See file dsdata.txt to determine how the superseded data were derived.
 CS1785
 CS1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB573238(NAD 83)
 CS1785_MARKER: DD = SURVEY DISK
 CS1785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1785_SP_SET: SEWER INLET
 CS1785_STAMPING: 4743 1947
 CS1785_MARK LOGO: TX2450
 CS1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1785
 CS1785  HISTORY     - Date     Condition        Report By
 CS1785  HISTORY     - 1947     MONUMENTED       TX2450
 CS1785  HISTORY     - 1947     GOOD             NGS
 CS1785  HISTORY     - 1983     GOOD             NGS
 CS1785  HISTORY     - 1989     GOOD             USPSQD
 CS1785  HISTORY     - 19960427 GOOD             USPSQD
 CS1785  HISTORY     - 20011017 GOOD             USPSQD
 CS1785  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS1785
 CS1785                          STATION DESCRIPTION
 CS1785
 CS1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1785'IN FORT WORTH.
 CS1785'ABOUT 1.4 MILES SOUTHEAST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT
 CS1785'THE INTERSECTION OF THE MISSOURI, KANSAS AND TEXAS RAILROAD AND EAST
 CS1785'BROADWAY, 62 FEET EAST OF THE EAST RAIL, 14 FEET NORTH OF THE CENTER
 CS1785'LINE OF EAST BROADWAY, 8 FEET SOUTH OF THE SOUTH SIDE OF A TWO STORY
 CS1785'BRICK BUILDING AT 501 EAST BROADWAY.  A BRONZE DISK SET IN THE TOP OF
 CS1785'THE EAST END OF A CONCRETE STORM SEWER INLET.
 CS1785
 CS1785                          STATION RECOVERY (1983)
 CS1785
 CS1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1785'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN FORT WORTH,
 CS1785'AT THE INTERSECTION OF BROADWAY AVENUE AND THE MISSOURI, KANSAS AND
 CS1785'TEXAS RAILROAD, IN THE SOUTHEAST CORNER OF A CONCRETE SEWER DRAIN,
 CS1785'16.5 METERS (54.1 FT) EAST OF THE NEAR RAIL, 10.1 METERS (33.1 FT)
 CS1785'EAST OF THE EXTENDED CENTER OF ARIZONA AVENUE, 5.6 METERS (18.4 FT)
 CS1785'NORTH OF THE CENTER OF THE AVENUE AND 5.5 METERS (18.0 FT) SOUTHEAST
 CS1785'OF THE SOUTHWEST CORNER OF A BRICK BUILDING (OLD BROADWAY INN).
 CS1785'THE MARK IS 0.3 M ABOVE THE AVENUE.
 CS1785
 CS1785                          STATION RECOVERY (1989)
 CS1785
 CS1785'RECOVERY NOTE BY US POWER SQUADRON 1989 (SB)
 CS1785'RECOVERED IN GOOD CONDITION.
 CS1785
 CS1785                          STATION RECOVERY (1996)
 CS1785
 CS1785'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1785'RECOVERED IN GOOD CONDITION.
 CS1785
 CS1785                          STATION RECOVERY (2001)
 CS1785
 CS1785'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS1785'RECOVERED IN GOOD CONDITION.
 CS1785
 CS1785                          STATION RECOVERY (2005)
 CS1785
 CS1785'RECOVERY NOTE BY US POWER SQUADRON 2005 (JD)
 CS1785'CONCRETE CURBING IS DESTROYED AND MARK IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1789 ***********************************************************************
 CS1789  DESIGNATION -  4744 C OF FW
 CS1789  PID         -  CS1789
 CS1789  STATE/COUNTY-  TX/TARRANT
 CS1789  USGS QUAD   -  FORT WORTH (1981)
 CS1789
 CS1789                         *CURRENT SURVEY CONTROL
 CS1789  ___________________________________________________________________
 CS1789* NAD 83(1986)-  32 42 48.     (N)    097 19 35.     (W)     SCALED    
 CS1789* NAVD 88     -       205.833  (meters)     675.30   (feet)  ADJUSTED  
 CS1789  ___________________________________________________________________
 CS1789  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS1789  DYNAMIC HT  -         205.592 (meters)     674.51  (feet)  COMP
 CS1789  MODELED GRAV-     979,460.0   (mgal)                       NAVD 88
 CS1789
 CS1789  VERT ORDER  -  FIRST     CLASS II
 CS1789
 CS1789.The horizontal coordinates were scaled from a topographic map and have
 CS1789.an estimated accuracy of +/- 6 seconds.
 CS1789
 CS1789.The orthometric height was determined by differential leveling
 CS1789.and adjusted by the National Geodetic Survey in June 1991..
 CS1789
 CS1789.The geoid height was determined by GEOID03.
 CS1789
 CS1789.The dynamic height is computed by dividing the NAVD 88
 CS1789.geopotential number by the normal gravity value computed on the
 CS1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1789.degrees latitude (g = 980.6199 gals.).
 CS1789
 CS1789.The modeled gravity was interpolated from observed gravity values.
 CS1789
 CS1789;                    North         East    Units  Estimated Accuracy
 CS1789;SPC TXNC     - 2,116,680.      710,020.      MT  (+/- 180 meters Scaled)
 CS1789
 CS1789                          SUPERSEDED SURVEY CONTROL
 CS1789
 CS1789  NGVD 29 (??/??/92)  205.816  (m)          675.25   (f) ADJ UNCH    1 2
 CS1789
 CS1789.Superseded values are not recommended for survey control.
 CS1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1789.See file dsdata.txt to determine how the superseded data were derived.
 CS1789
 CS1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB568207(NAD 83)
 CS1789_MARKER: DD = SURVEY DISK
 CS1789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1789_SP_SET: UNDERPASS
 CS1789_STAMPING: 4744 1947
 CS1789_MARK LOGO: TX2450
 CS1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1789
 CS1789  HISTORY     - Date     Condition        Report By
 CS1789  HISTORY     - 1947     MONUMENTED       TX2450
 CS1789  HISTORY     - 1947     GOOD             NGS
 CS1789  HISTORY     - 1983     GOOD             NGS
 CS1789  HISTORY     - 1989     GOOD             USPSQD
 CS1789  HISTORY     - 1989     GOOD             USPSQD
 CS1789  HISTORY     - 1991     GOOD             USPSQD
 CS1789  HISTORY     - 19960427 GOOD             USPSQD
 CS1789  HISTORY     - 20010201 GOOD             USPSQD
 CS1789  HISTORY     - 20051119 GOOD             USPSQD
 CS1789
 CS1789                          STATION DESCRIPTION
 CS1789
 CS1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1789'IN FORT WORTH.
 CS1789'ABOUT 3.4 MILES SOUTH OF THE COUNTY COURTHOUSE AT FORT WORTH, ALONG
 CS1789'THE MISSOURI, KANSAS AND TEXAS RAILROAD, AT THE SOUTH MAIN STREET AND
 CS1789'MORNINGSIDE DRIVE UNDERPASS, 3 FEET NORTH OF THE SOUTHWEST CORNER OF
 CS1789'THE UNDERPASS.  A BRONZE DISK SET IN THE TOP OF THE SOUTHWEST WINGWALL
 CS1789'OF A CONCRETE UNDERPASS.
 CS1789
 CS1789                          STATION RECOVERY (1983)
 CS1789
 CS1789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1789'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN FORT WORTH,
 CS1789'AT THE INTERSECTION OF MORNINGSIDE DRIVE AND THE MISSOURI, KANSAS AND
 CS1789'TEXAS RAILROAD, IN THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE
 CS1789'RAILROAD OVERPASS AND 5.7 METERS (18.7 FT) NORTHWEST OF THE NEAR RAIL.
 CS1789'THE MARK IS 0.9 M BELOW THE TRACKS.
 CS1789
 CS1789                          STATION RECOVERY (1989)
 CS1789
 CS1789'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1789'RECOVERED IN GOOD CONDITION.
 CS1789
 CS1789                          STATION RECOVERY (1989)
 CS1789
 CS1789'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWF)
 CS1789'RECOVERED IN GOOD CONDITION.
 CS1789
 CS1789                          STATION RECOVERY (1991)
 CS1789
 CS1789'RECOVERY NOTE BY US POWER SQUADRON 1991 (LTS)
 CS1789'RECOVERED IN GOOD CONDITION.
 CS1789
 CS1789                          STATION RECOVERY (1996)
 CS1789
 CS1789'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1789'RECOVERED IN GOOD CONDITION.
 CS1789
 CS1789                          STATION RECOVERY (2001)
 CS1789
 CS1789'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1789'RECOVERED IN GOOD CONDITION.
 CS1789
 CS1789                          STATION RECOVERY (2005)
 CS1789
 CS1789'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHB)
 CS1789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0622 ***********************************************************************
 CR0622  DESIGNATION -  474.969
 CR0622  PID         -  CR0622
 CR0622  STATE/COUNTY-  TX/VAN ZANDT
 CR0622  USGS QUAD   -  STOCKARD (1984)
 CR0622
 CR0622                         *CURRENT SURVEY CONTROL
 CR0622  ___________________________________________________________________
 CR0622* NAD 83(1986)-  32 21 31.     (N)    095 56 30.     (W)     SCALED    
 CR0622* NAVD 88     -       144.810  (meters)     475.10   (feet)  ADJUSTED  
 CR0622  ___________________________________________________________________
 CR0622  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CR0622  DYNAMIC HT  -         144.643 (meters)     474.55  (feet)  COMP
 CR0622  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 CR0622
 CR0622  VERT ORDER  -  SECOND    CLASS 0
 CR0622
 CR0622.The horizontal coordinates were scaled from a topographic map and have
 CR0622.an estimated accuracy of +/- 6 seconds.
 CR0622
 CR0622.The orthometric height was determined by differential leveling
 CR0622.and adjusted by the National Geodetic Survey in June 1991..
 CR0622
 CR0622.The geoid height was determined by GEOID03.
 CR0622
 CR0622.The dynamic height is computed by dividing the NAVD 88
 CR0622.geopotential number by the normal gravity value computed on the
 CR0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0622.degrees latitude (g = 980.6199 gals.).
 CR0622
 CR0622.The modeled gravity was interpolated from observed gravity values.
 CR0622
 CR0622;                    North         East    Units  Estimated Accuracy
 CR0622;SPC TXNC     - 2,079,660.      840,760.      MT  (+/- 180 meters Scaled)
 CR0622
 CR0622                          SUPERSEDED SURVEY CONTROL
 CR0622
 CR0622  NGVD 29 (??/??/92)  144.818  (m)          475.12   (f) ADJ UNCH    2 0
 CR0622
 CR0622.Superseded values are not recommended for survey control.
 CR0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0622.See file dsdata.txt to determine how the superseded data were derived.
 CR0622
 CR0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR231839(NAD 83)
 CR0622_MARKER: Z = SEE DESCRIPTION
 CR0622_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0622_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0622
 CR0622  HISTORY     - Date     Condition        Report By
 CR0622  HISTORY     - UNK      MONUMENTED       USGS
 CR0622  HISTORY     - 1948     GOOD             NGS
 CR0622  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0622
 CR0622                          STATION DESCRIPTION
 CR0622
 CR0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0622'11.8 MI NE FROM EUSTACE.
 CR0622'4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE CHURCH OF CHRIST
 CR0622'AT EUSTACE, THENCE 2.75 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 1.1
 CR0622'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE EAST ALONG A
 CR0622'GRADED DIRT ROAD, THENCE 2.85 MILES NORTHWEST ALONG A GRADED DIRT
 CR0622'ROAD, AT A ROAD INTERSECTION, 109 YARDS(PACED) SOUTHEAST OF BIG ROCK
 CR0622'CHURCH, 46.0 FEET SOUTHEAST OF THE CENTER LINE OF A
 CR0622'SOUTHWEST-NORTHEAST ROAD, 28.0 FEET SOUTHWEST OF THE CENTER LINE OF A
 CR0622'NORTHWEST-SOUTHEAST ROAD, 6.0 FEET NORTHWEST OF A FENCE CORNER, THE
 CR0622'TOP OF A 3/4 INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0622
 CR0622                          STATION RECOVERY (1995)
 CR0622
 CR0622'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1725 ***********************************************************************
 CS1725  DESIGNATION -  4751 C OF FW
 CS1725  PID         -  CS1725
 CS1725  STATE/COUNTY-  TX/TARRANT
 CS1725  USGS QUAD   -  HALTOM CITY (1981)
 CS1725
 CS1725                         *CURRENT SURVEY CONTROL
 CS1725  ___________________________________________________________________
 CS1725* NAD 83(1986)-  32 45 48.     (N)    097 19 18.     (W)     SCALED    
 CS1725* NAVD 88     -       164.553  (meters)     539.87   (feet)  ADJUSTED  
 CS1725  ___________________________________________________________________
 CS1725  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS1725  DYNAMIC HT  -         164.360 (meters)     539.24  (feet)  COMP
 CS1725  MODELED GRAV-     979,464.3   (mgal)                       NAVD 88
 CS1725
 CS1725  VERT ORDER  -  FIRST     CLASS II
 CS1725
 CS1725.The horizontal coordinates were scaled from a topographic map and have
 CS1725.an estimated accuracy of +/- 6 seconds.
 CS1725
 CS1725.The orthometric height was determined by differential leveling
 CS1725.and adjusted by the National Geodetic Survey in June 1991..
 CS1725
 CS1725.The geoid height was determined by GEOID03.
 CS1725
 CS1725.The dynamic height is computed by dividing the NAVD 88
 CS1725.geopotential number by the normal gravity value computed on the
 CS1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1725.degrees latitude (g = 980.6199 gals.).
 CS1725
 CS1725.The modeled gravity was interpolated from observed gravity values.
 CS1725
 CS1725;                    North         East    Units  Estimated Accuracy
 CS1725;SPC TXNC     - 2,122,230.      710,400.      MT  (+/- 180 meters Scaled)
 CS1725
 CS1725                          SUPERSEDED SURVEY CONTROL
 CS1725
 CS1725  NGVD 29 (??/??/92)  164.546  (m)          539.85   (f) ADJ UNCH    1 2
 CS1725
 CS1725.Superseded values are not recommended for survey control.
 CS1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1725.See file dsdata.txt to determine how the superseded data were derived.
 CS1725
 CS1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB572262(NAD 83)
 CS1725_MARKER: DB = BENCH MARK DISK
 CS1725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1725_SP_SET: FOUNDATION
 CS1725_STAMPING: 4751 1947
 CS1725_MARK LOGO: TX2450
 CS1725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1725
 CS1725  HISTORY     - Date     Condition        Report By
 CS1725  HISTORY     - 1947     MONUMENTED       TX2450
 CS1725  HISTORY     - 1957     GOOD             NGS
 CS1725  HISTORY     - 1984     GOOD             NGS
 CS1725  HISTORY     - 1989     GOOD             USPSQD
 CS1725  HISTORY     - 19951118 GOOD             USPSQD
 CS1725
 CS1725                          STATION DESCRIPTION
 CS1725
 CS1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1725'IN FORT WORTH.
 CS1725'ABOUT 0.7 MILE NORTHEAST OF THE COUNTY COURT HOUSE IN FORT WORTH IN
 CS1725'THE CONCRETE FOUNDATION OF THE C.R.I. AND G.R.R. UNDERPASS AT BELKNAP
 CS1725'ABOUT 1/4 OF THE DISTANCE FROM THE NORTHEAST END OF THE STREET
 CS1725'OVERPASS AND IN THE TOP OF THE CONCRETE FOUNDATION OF THE SECOND
 CS1725'COLUMN SOUTH OF THE NORTHEAST END.  A STANDARD DISK STAMPED 4751 1947.
 CS1725'TO REACH FROM THE COUNTY COURT HOUSE.  GO NORTHEAST OF BELKNAP 0.6
 CS1725'MILE TO THE WEST END OF THE STREET OVERPASS.  TURN LEFT AND GO NORTH
 CS1725'TWO BLOCKS TO PEACH STREET.  THEN TURN RIGHT AND GO EAST ACROSS THE
 CS1725'FIRST TRACKS ABOUT 2 BLOCKS TO WILDERMAN STREET.  THEN TURN RIGHT AND
 CS1725'GO SOUTH TO THE END OF THE STREET AT THE TRACKS.  THE MARK IS ABOUT
 CS1725'SOUTHEAST 30 YARDS FROM THIS POINT.
 CS1725
 CS1725                          STATION RECOVERY (1984)
 CS1725
 CS1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1725'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 CS1725'STAMPING HAS BEEN MUTILATED AND IS NO LONGER LEGIBLE.
 CS1725
 CS1725                          STATION RECOVERY (1989)
 CS1725
 CS1725'RECOVERY NOTE BY US POWER SQUADRON 1989 (LS)
 CS1725'RECOVERED IN GOOD CONDITION.
 CS1725
 CS1725                          STATION RECOVERY (1995)
 CS1725
 CS1725'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1520 ***********************************************************************
 CS1520  DESIGNATION -  4753 C OF FW
 CS1520  PID         -  CS1520
 CS1520  STATE/COUNTY-  TX/TARRANT
 CS1520  USGS QUAD   -  HALTOM CITY (1981)
 CS1520
 CS1520                         *CURRENT SURVEY CONTROL
 CS1520  ___________________________________________________________________
 CS1520* NAD 83(1986)-  32 46 59.     (N)    097 20 06.     (W)     SCALED    
 CS1520* NAVD 88     -       163.973  (meters)     537.97   (feet)  ADJUSTED  
 CS1520  ___________________________________________________________________
 CS1520  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS1520  DYNAMIC HT  -         163.781 (meters)     537.34  (feet)  COMP
 CS1520  MODELED GRAV-     979,464.3   (mgal)                       NAVD 88
 CS1520
 CS1520  VERT ORDER  -  FIRST     CLASS II
 CS1520
 CS1520.The horizontal coordinates were scaled from a topographic map and have
 CS1520.an estimated accuracy of +/- 6 seconds.
 CS1520
 CS1520.The orthometric height was determined by differential leveling
 CS1520.and adjusted by the National Geodetic Survey in June 1991..
 CS1520.WARNING-Repeat measurements at this control monument indicate possible
 CS1520.vertical movement.
 CS1520
 CS1520.The geoid height was determined by GEOID03.
 CS1520
 CS1520.The dynamic height is computed by dividing the NAVD 88
 CS1520.geopotential number by the normal gravity value computed on the
 CS1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1520.degrees latitude (g = 980.6199 gals.).
 CS1520
 CS1520.The modeled gravity was interpolated from observed gravity values.
 CS1520
 CS1520;                    North         East    Units  Estimated Accuracy
 CS1520;SPC TXNC     - 2,124,400.      709,120.      MT  (+/- 180 meters Scaled)
 CS1520
 CS1520                          SUPERSEDED SURVEY CONTROL
 CS1520
 CS1520  NGVD 29 (??/??/92)  163.991  (m)          538.03   (f) ADJ UNCH    1 2
 CS1520
 CS1520.Superseded values are not recommended for survey control.
 CS1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1520.See file dsdata.txt to determine how the superseded data were derived.
 CS1520
 CS1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB559284(NAD 83)
 CS1520_MARKER: DB = BENCH MARK DISK
 CS1520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1520_SP_SET: ABUTMENT
 CS1520_STAMPING: 4753
 CS1520_MARK LOGO: CGS   
 CS1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1520
 CS1520  HISTORY     - Date     Condition        Report By
 CS1520  HISTORY     - UNK      MONUMENTED       TX2450
 CS1520  HISTORY     - 1957     GOOD             NGS
 CS1520  HISTORY     - 1984     GOOD             NGS
 CS1520  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1520  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS1520
 CS1520                          STATION DESCRIPTION
 CS1520
 CS1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1520'IN FORT WORTH.
 CS1520'ABOUT 1.6 MILES NORTH OF THE TARRANT COUNTY COURT HOUSE IN FORT WORTH,
 CS1520'ALONG THE C.R.I. AND G.R.R., IN THE NORTHWEST CORNER OF THE CONCRETE
 CS1520'ABUTMENT AT THE STEEL GIRDER BRIDGE WHICH IS ABOUT 0.1 MILE SOUTH OF
 CS1520'THE MAIN STEEL ARCH OVER THE TRINITY RIVER CHANNEL.  IT IS IN THE EAST
 CS1520'LINE OF THREE MAIN RAILROAD LINES AND IN THE SOUTHEAST OF SIX BRIDGES.
 CS1520'NOTE-- THE MARK IS BEST REACHED FROM DECATUR AVENUE AND SAMUELS AVE.
 CS1520'WHICH PARALLELS THE TRACKS ALONG THE WEST SIDE BY WALKING EAST FROM
 CS1520'THE SOUTH END OF THE TRINITY RIVER BRIDGE, PASSING UNDER THE FIRST TWO
 CS1520'BRIDGES TO THE THIRD TRACKS AND BRIDGE AND THE MARK AS DESCRIBED.
 CS1520
 CS1520                          STATION RECOVERY (1984)
 CS1520
 CS1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1520'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 CS1520'1957 DESCRIPTION STATES THAT THE DISK WAS STAMPED 4753, BUT IS STAMPED
 CS1520'4753 1947.
 CS1520
 CS1520                          STATION RECOVERY (1989)
 CS1520
 CS1520'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 CS1520'MARK NOT FOUND.
 CS1520
 CS1520                          STATION RECOVERY (1997)
 CS1520
 CS1520'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1674 ***********************************************************************
 CS1674  DESIGNATION -  4756
 CS1674  PID         -  CS1674
 CS1674  STATE/COUNTY-  TX/TARRANT
 CS1674  USGS QUAD   -  FORT WORTH (1981)
 CS1674
 CS1674                         *CURRENT SURVEY CONTROL
 CS1674  ___________________________________________________________________
 CS1674* NAD 83(1986)-  32 41 54.     (N)    097 21 21.     (W)     SCALED    
 CS1674* NAVD 88     -       204.780  (meters)     671.85   (feet)  ADJUSTED  
 CS1674  ___________________________________________________________________
 CS1674  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS1674  DYNAMIC HT  -         204.539 (meters)     671.06  (feet)  COMP
 CS1674  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 CS1674
 CS1674  VERT ORDER  -  FIRST     CLASS II
 CS1674
 CS1674.The horizontal coordinates were scaled from a topographic map and have
 CS1674.an estimated accuracy of +/- 6 seconds.
 CS1674
 CS1674.The orthometric height was determined by differential leveling
 CS1674.and adjusted by the National Geodetic Survey in June 1991..
 CS1674
 CS1674.The geoid height was determined by GEOID03.
 CS1674
 CS1674.The dynamic height is computed by dividing the NAVD 88
 CS1674.geopotential number by the normal gravity value computed on the
 CS1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1674.degrees latitude (g = 980.6199 gals.).
 CS1674
 CS1674.The modeled gravity was interpolated from observed gravity values.
 CS1674
 CS1674;                    North         East    Units  Estimated Accuracy
 CS1674;SPC TXNC     - 2,114,990.      707,280.      MT  (+/- 180 meters Scaled)
 CS1674
 CS1674                          SUPERSEDED SURVEY CONTROL
 CS1674
 CS1674  NGVD 29 (??/??/92)  204.782  (m)          671.86   (f) ADJ UNCH    1 2
 CS1674
 CS1674.Superseded values are not recommended for survey control.
 CS1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1674.See file dsdata.txt to determine how the superseded data were derived.
 CS1674
 CS1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB541190(NAD 83)
 CS1674_MARKER: DB = BENCH MARK DISK
 CS1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1674_STAMPING: 4756 1947 671.856
 CS1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1674+STABILITY: SURFACE MOTION
 CS1674
 CS1674  HISTORY     - Date     Condition        Report By
 CS1674  HISTORY     - 1947     MONUMENTED       TX2450
 CS1674  HISTORY     - 1962     MARK NOT FOUND   USPSQD
 CS1674  HISTORY     - 1962     GOOD             NGS
 CS1674  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1674
 CS1674                          STATION DESCRIPTION
 CS1674
 CS1674'DESCRIBED BY US POWER SQUADRON 1962 (WBM)
 CS1674'MARK NOT FOUND.
 CS1674
 CS1674                          STATION RECOVERY (1962)
 CS1674
 CS1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CS1674'4.4 MI SW FROM FORT WORTH.
 CS1674'ABOUT 4.4 MILES SOUTHWEST OF THE COUNTY COURT HOUSE IN FORT WORTH,
 CS1674'ALONG THE A.T. AND S.F.R.R. AND OLD GRANBURY ROAD, DIRECTLY OPPOSITE
 CS1674'THE WEST END OF A SWITCH AND A SIGNAL CONTROL BOX AT BELT JUNCTION, 30
 CS1674'FEET SOUTHEAST OF THE CENTERLINE OF OLD GRANBURY ROAD, 18 FEET
 CS1674'NORTHEAST OF A TELEGRAPH POLE, 45 FEET NORTHWEST OF THE POINT OF THE
 CS1674'SWITCH AND ABOUT 0.1 MILE SOUTHWEST OF THE INTERSECTION OF OLD
 CS1674'GRANBURY ROAD AND BIDDESON BOULEVARD.  A CITY OF FORT WORTH DISK
 CS1674'STAMPED 4756 1947 671.856 IN A CONCRETE POST WHICH PROJECTS ABOUT 2
 CS1674'INCHES.
 CS1674
 CS1674                          STATION RECOVERY (1991)
 CS1674
 CS1674'RECOVERY NOTE BY US POWER SQUADRON 1991 (RCS)
 CS1674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1613 ***********************************************************************
 CS1613  DESIGNATION -  4760
 CS1613  PID         -  CS1613
 CS1613  STATE/COUNTY-  TX/TARRANT
 CS1613  USGS QUAD   -  BENBROOK (1981)
 CS1613
 CS1613                         *CURRENT SURVEY CONTROL
 CS1613  ___________________________________________________________________
 CS1613* NAD 83(1986)-  32 44 17.     (N)    097 23 33.     (W)     SCALED    
 CS1613* NAVD 88     -       216.546  (meters)     710.45   (feet)  POSTED    
 CS1613  ___________________________________________________________________
 CS1613  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CS1613  DYNAMIC HT  -         216.290 (meters)     709.61  (feet)  COMP
 CS1613  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 CS1613
 CS1613  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CS1613
 CS1613.The horizontal coordinates were scaled from a topographic map and have
 CS1613.an estimated accuracy of +/- 6 seconds.
 CS1613
 CS1613.The orthometric height was determined by differential leveling
 CS1613.and adjusted by the National Geodetic Survey in 1992..
 CS1613.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CS1613.rate of 3.1 thru 4.0 mm/km.
 CS1613
 CS1613.The geoid height was determined by GEOID03.
 CS1613
 CS1613.The dynamic height is computed by dividing the NAVD 88
 CS1613.geopotential number by the normal gravity value computed on the
 CS1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1613.degrees latitude (g = 980.6199 gals.).
 CS1613
 CS1613.The modeled gravity was interpolated from observed gravity values.
 CS1613
 CS1613;                    North         East    Units  Estimated Accuracy
 CS1613;SPC TXNC     - 2,119,350.      703,790.      MT  (+/- 180 meters Scaled)
 CS1613
 CS1613                          SUPERSEDED SURVEY CONTROL
 CS1613
 CS1613  NGVD 29 (??/??/92)  216.560  (m)          710.50   (f) ADJ UNCH    1 2
 CS1613
 CS1613.Superseded values are not recommended for survey control.
 CS1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1613.See file dsdata.txt to determine how the superseded data were derived.
 CS1613
 CS1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB506233(NAD 83)
 CS1613_MARKER: DD = SURVEY DISK
 CS1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1613_STAMPING: 4760 1947
 CS1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1613+STABILITY: SURFACE MOTION
 CS1613
 CS1613  HISTORY     - Date     Condition        Report By
 CS1613  HISTORY     - 1947     MONUMENTED       TX2450
 CS1613  HISTORY     - 1947     GOOD             NGS
 CS1613  HISTORY     - 1957     GOOD             NGS
 CS1613  HISTORY     - 1989     GOOD             USPSQD
 CS1613  HISTORY     - 19951118 GOOD             USPSQD
 CS1613  HISTORY     - 20011017 GOOD             USPSQD
 CS1613  HISTORY     - 20041023 GOOD             USPSQD
 CS1613
 CS1613                          STATION DESCRIPTION
 CS1613
 CS1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1613'IN FORT WORTH.
 CS1613'ABOUT 4.0 MILES SOUTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT
 CS1613'THE NORTHEAST CORNER OF THE INTERSECTION OF CAMP BOWIE BOULEVARD AND
 CS1613'ELDRIDGE STREET, 66 FEET NORTH OF THE CENTER LINE OF THE PARKWAY ALONG
 CS1613'CAMP BOWIE BOULEVARD, 15 FEET EAST OF THE CENTER LINE OF ELDRIDGE
 CS1613'STREET, 2 FEET EAST OF THE EAST CURB OF ELDRIDGE STREET.  A BRONZE
 CS1613'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1613'NOT-- THE MARK IS ACROSS ELDRIDGE STREET, EAST FROM THE ARLINGTON
 CS1613'HEIGHTS POST OFFICE.
 CS1613
 CS1613                          STATION RECOVERY (1957)
 CS1613
 CS1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1613'RECOVERED IN GOOD CONDITION.
 CS1613
 CS1613                          STATION RECOVERY (1989)
 CS1613
 CS1613'RECOVERY NOTE BY US POWER SQUADRON 1989 (WS)
 CS1613'RECOVERED IN GOOD CONDITION.
 CS1613
 CS1613                          STATION RECOVERY (1995)
 CS1613
 CS1613'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1613'RECOVERED IN GOOD CONDITION.
 CS1613
 CS1613                          STATION RECOVERY (2001)
 CS1613
 CS1613'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS1613'RECOVERED IN GOOD CONDITION.
 CS1613
 CS1613                          STATION RECOVERY (2004)
 CS1613
 CS1613'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1614 ***********************************************************************
 CS1614  DESIGNATION -  4761
 CS1614  PID         -  CS1614
 CS1614  STATE/COUNTY-  TX/TARRANT
 CS1614  USGS QUAD   -  BENBROOK (1981)
 CS1614
 CS1614                         *CURRENT SURVEY CONTROL
 CS1614  ___________________________________________________________________
 CS1614* NAD 83(1986)-  32 44 05.     (N)    097 24 02.     (W)     SCALED    
 CS1614* NAVD 88     -       217.424  (meters)     713.33   (feet)  POSTED    
 CS1614  ___________________________________________________________________
 CS1614  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CS1614  DYNAMIC HT  -         217.170 (meters)     712.50  (feet)  COMP
 CS1614  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 CS1614
 CS1614  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CS1614
 CS1614.The horizontal coordinates were scaled from a topographic map and have
 CS1614.an estimated accuracy of +/- 6 seconds.
 CS1614
 CS1614.The orthometric height was determined by differential leveling
 CS1614.and adjusted by the National Geodetic Survey in 1992..
 CS1614.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CS1614.rate of 4.1 thru 8.0 mm/km.
 CS1614
 CS1614.The geoid height was determined by GEOID03.
 CS1614
 CS1614.The dynamic height is computed by dividing the NAVD 88
 CS1614.geopotential number by the normal gravity value computed on the
 CS1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1614.degrees latitude (g = 980.6199 gals.).
 CS1614
 CS1614.The modeled gravity was interpolated from observed gravity values.
 CS1614
 CS1614;                    North         East    Units  Estimated Accuracy
 CS1614;SPC TXNC     - 2,118,980.      703,040.      MT  (+/- 180 meters Scaled)
 CS1614
 CS1614                          SUPERSEDED SURVEY CONTROL
 CS1614
 CS1614  NGVD 29 (??/??/92)  217.441  (m)          713.39   (f) ADJ UNCH    1 2
 CS1614
 CS1614.Superseded values are not recommended for survey control.
 CS1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1614.See file dsdata.txt to determine how the superseded data were derived.
 CS1614
 CS1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB498230(NAD 83)
 CS1614_MARKER: DB = BENCH MARK DISK
 CS1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1614_STAMPING: 4761 1947
 CS1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1614+STABILITY: SURFACE MOTION
 CS1614
 CS1614  HISTORY     - Date     Condition        Report By
 CS1614  HISTORY     - 1947     MONUMENTED       TX2450
 CS1614  HISTORY     - 1957     GOOD             NGS
 CS1614  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1614
 CS1614                          STATION DESCRIPTION
 CS1614
 CS1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1614'IN FORT WORTH.
 CS1614'ABOUT 4.6 MILES SOUTHWEST OF THE COUNTY COURT HOUSE AT FORT WORTH NEAR
 CS1614'THE INTERSECTION OF CAMP BOWIE BLVD., PREVOST AND BIRCHMAN STREET AND
 CS1614'ALONG THE NORTH SIDE OF BIRCHMAN STREET.  IT IS ABOUT 55 YARDS WEST OF
 CS1614'THE CENTERLINE OF THE INTERSECTION OF PREVOST AND CAMP BOWIE, 18
 CS1614'INCHES NORTH OF THE NORTH CURB OF BIRCHMAN AND 7 FEET EAST OF THE EAST
 CS1614'CURB OF THE ENTRANCE DRIVE TO HOUSE NUMBER 5308 BIRCHMAN, WHICH IS THE
 CS1614'FIRST HOUSE WEST OF A COSDEN STATION WHICH FRONTS OF THE THREE STREETS
 CS1614'NAMED ABOVE.  A STANDARD DISK STAMPED 4761 1947 IN A CONCRETE POST
 CS1614'WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF A SMALL STRIP LAWN.
 CS1614
 CS1614                          STATION RECOVERY (1989)
 CS1614
 CS1614'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1616 ***********************************************************************
 CS1616  DESIGNATION -  4762
 CS1616  PID         -  CS1616
 CS1616  STATE/COUNTY-  TX/TARRANT
 CS1616  USGS QUAD   -  BENBROOK (1981)
 CS1616
 CS1616                         *CURRENT SURVEY CONTROL
 CS1616  ___________________________________________________________________
 CS1616* NAD 83(1986)-  32 43 29.     (N)    097 24 27.     (W)     SCALED    
 CS1616* NAVD 88     -       219.221  (meters)     719.23   (feet)  POSTED    
 CS1616  ___________________________________________________________________
 CS1616  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CS1616  DYNAMIC HT  -         218.960 (meters)     718.37  (feet)  COMP
 CS1616  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 CS1616
 CS1616  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CS1616
 CS1616.The horizontal coordinates were scaled from a topographic map and have
 CS1616.an estimated accuracy of +/- 6 seconds.
 CS1616
 CS1616.The orthometric height was determined by differential leveling
 CS1616.and adjusted by the National Geodetic Survey in 1992..
 CS1616.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CS1616.rate of 3.1 thru 4.0 mm/km.
 CS1616
 CS1616.The geoid height was determined by GEOID03.
 CS1616
 CS1616.The dynamic height is computed by dividing the NAVD 88
 CS1616.geopotential number by the normal gravity value computed on the
 CS1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1616.degrees latitude (g = 980.6199 gals.).
 CS1616
 CS1616.The modeled gravity was interpolated from observed gravity values.
 CS1616
 CS1616;                    North         East    Units  Estimated Accuracy
 CS1616;SPC TXNC     - 2,117,860.      702,400.      MT  (+/- 180 meters Scaled)
 CS1616
 CS1616                          SUPERSEDED SURVEY CONTROL
 CS1616
 CS1616  NGVD 29 (??/??/92)  219.245  (m)          719.31   (f) ADJ UNCH    1 2
 CS1616
 CS1616.Superseded values are not recommended for survey control.
 CS1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1616.See file dsdata.txt to determine how the superseded data were derived.
 CS1616
 CS1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB492218(NAD 83)
 CS1616_MARKER: DD = SURVEY DISK
 CS1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1616_STAMPING: 4762 1947
 CS1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1616+STABILITY: SURFACE MOTION
 CS1616
 CS1616  HISTORY     - Date     Condition        Report By
 CS1616  HISTORY     - 1947     MONUMENTED       TX2450
 CS1616  HISTORY     - 1947     GOOD             NGS
 CS1616  HISTORY     - 1957     GOOD             NGS
 CS1616  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1616  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS1616  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1616
 CS1616                          STATION DESCRIPTION
 CS1616
 CS1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1616'IN FORT WORTH.
 CS1616'ABOUT 5.3 MILES SOUTHWEST OF THE COUNTY COURTHOUSE, AT THE SOUTHEAST
 CS1616'CORNER OF THE INTERSECTION OF HORNE STREET AND WELLESLEY AVENUE, 129.0
 CS1616'FEET SOUTH OF THE CENTER LINE OF WELLESLEY AVENUE AND 20.0 FEET EAST
 CS1616'OF THE CENTER LINE OF HORNE STREET.  A BRONZE DISK SET IN THE TOP OF A
 CS1616'CONCRETE POST ABOUT 1 INCH ABOVE THE GROUND LEVEL.
 CS1616
 CS1616                          STATION RECOVERY (1957)
 CS1616
 CS1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1616'RECOVERED IN GOOD CONDITION.
 CS1616
 CS1616                          STATION RECOVERY (1996)
 CS1616
 CS1616'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1616'MARK NOT FOUND.
 CS1616
 CS1616                          STATION RECOVERY (2001)
 CS1616
 CS1616'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS1616'MARK NOT FOUND.
 CS1616
 CS1616                          STATION RECOVERY (2004)
 CS1616
 CS1616'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS1616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1618 ***********************************************************************
 CS1618  DESIGNATION -  4763
 CS1618  PID         -  CS1618
 CS1618  STATE/COUNTY-  TX/TARRANT
 CS1618  USGS QUAD   -  BENBROOK (1981)
 CS1618
 CS1618                         *CURRENT SURVEY CONTROL
 CS1618  ___________________________________________________________________
 CS1618* NAD 83(1986)-  32 42 53.     (N)    097 24 28.     (W)     SCALED    
 CS1618* NAVD 88     -       204.126  (meters)     669.70   (feet)  POSTED    
 CS1618  ___________________________________________________________________
 CS1618  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CS1618  DYNAMIC HT  -         203.890 (meters)     668.93  (feet)  COMP
 CS1618  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 CS1618
 CS1618  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CS1618
 CS1618.The horizontal coordinates were scaled from a topographic map and have
 CS1618.an estimated accuracy of +/- 6 seconds.
 CS1618
 CS1618.The orthometric height was determined by differential leveling
 CS1618.and adjusted by the National Geodetic Survey in 1992..
 CS1618.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CS1618.rate of 4.1 thru 8.0 mm/km.
 CS1618
 CS1618.The geoid height was determined by GEOID03.
 CS1618
 CS1618.The dynamic height is computed by dividing the NAVD 88
 CS1618.geopotential number by the normal gravity value computed on the
 CS1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1618.degrees latitude (g = 980.6199 gals.).
 CS1618
 CS1618.The modeled gravity was interpolated from observed gravity values.
 CS1618
 CS1618;                    North         East    Units  Estimated Accuracy
 CS1618;SPC TXNC     - 2,116,750.      702,390.      MT  (+/- 180 meters Scaled)
 CS1618
 CS1618                          SUPERSEDED SURVEY CONTROL
 CS1618
 CS1618  NGVD 29 (??/??/92)  204.156  (m)          669.80   (f) ADJ UNCH    1 2
 CS1618
 CS1618.Superseded values are not recommended for survey control.
 CS1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1618.See file dsdata.txt to determine how the superseded data were derived.
 CS1618
 CS1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB492207(NAD 83)
 CS1618_MARKER: DB = BENCH MARK DISK
 CS1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1618_STAMPING: 4763 1947
 CS1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1618+STABILITY: SURFACE MOTION
 CS1618
 CS1618  HISTORY     - Date     Condition        Report By
 CS1618  HISTORY     - 1947     MONUMENTED       TX2450
 CS1618  HISTORY     - 1957     GOOD             NGS
 CS1618  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1618  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS1618  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1618
 CS1618                          STATION DESCRIPTION
 CS1618
 CS1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1618'IN FORT WORTH.
 CS1618'ABOUT 5.7 MILES SOUTHWEST OF THE COUNTY COURT HOUSE IN FORT WORTH,
 CS1618'ALONG THE WEST SIDE OF HORNE STREET, NEAR THE INTERSECTION OF
 CS1618'FERNANDER STREET AND ABOUT 100 FEET WEST OF AND ACROSS HORNE FROM A
 CS1618'SMALL STORE AND CAFE.  IT IS ABOUT 78 FEET SOUTH OF A STREET SIGNE
 CS1618'POST, HORNE AND FERNANDER DRIVE, AND 34 FEET WEST OF THE CENTERLINE OF
 CS1618'HORNE.  A STANDARD DISK STAMPED 4763 1947 IN A CONCRETE POST WHICH IS
 CS1618'ABOUT FLUSH AND IS ALONG A STEEP SLOPE LEADING UP FROM THE STREET TO
 CS1618'THE HIGHER LAND TO THE WEST.
 CS1618
 CS1618                          STATION RECOVERY (1996)
 CS1618
 CS1618'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1618'MARK NOT FOUND.
 CS1618
 CS1618                          STATION RECOVERY (2001)
 CS1618
 CS1618'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS1618'MARK NOT FOUND.
 CS1618
 CS1618                          STATION RECOVERY (2004)
 CS1618
 CS1618'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS1618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0831 ***********************************************************************
 CR0831  DESIGNATION -  477
 CR0831  PID         -  CR0831
 CR0831  STATE/COUNTY-  TX/RAINS
 CR0831  USGS QUAD   -  ALBA (1981)
 CR0831
 CR0831                         *CURRENT SURVEY CONTROL
 CR0831  ___________________________________________________________________
 CR0831* NAD 83(1986)-  32 50 59.     (N)    095 43 13.     (W)     SCALED    
 CR0831* NAVD 88     -       145.380  (meters)     476.97   (feet)  ADJUSTED  
 CR0831  ___________________________________________________________________
 CR0831  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CR0831  DYNAMIC HT  -         145.218 (meters)     476.44  (feet)  COMP
 CR0831  MODELED GRAV-     979,517.1   (mgal)                       NAVD 88
 CR0831
 CR0831  VERT ORDER  -  FIRST     CLASS II
 CR0831
 CR0831.The horizontal coordinates were scaled from a topographic map and have
 CR0831.an estimated accuracy of +/- 6 seconds.
 CR0831
 CR0831.The orthometric height was determined by differential leveling
 CR0831.and adjusted by the National Geodetic Survey in June 1991..
 CR0831.WARNING-Repeat measurements at this control monument indicate possible
 CR0831.vertical movement.
 CR0831
 CR0831.The geoid height was determined by GEOID03.
 CR0831
 CR0831.The dynamic height is computed by dividing the NAVD 88
 CR0831.geopotential number by the normal gravity value computed on the
 CR0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0831.degrees latitude (g = 980.6199 gals.).
 CR0831
 CR0831.The modeled gravity was interpolated from observed gravity values.
 CR0831
 CR0831;                    North         East    Units  Estimated Accuracy
 CR0831;SPC TXNC     - 2,134,630.      860,150.      MT  (+/- 180 meters Scaled)
 CR0831
 CR0831                          SUPERSEDED SURVEY CONTROL
 CR0831
 CR0831  NGVD 29 (??/??/92)  145.398  (m)          477.03   (f) ADJ UNCH    1 2
 CR0831
 CR0831.Superseded values are not recommended for survey control.
 CR0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0831.See file dsdata.txt to determine how the superseded data were derived.
 CR0831
 CR0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS454379(NAD 83)
 CR0831_MARKER: P = PIPE CAP
 CR0831_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0831_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0831_STAMPING: 476.886
 CR0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0831
 CR0831  HISTORY     - Date     Condition        Report By
 CR0831  HISTORY     - UNK      MONUMENTED       USGS
 CR0831  HISTORY     - 1959     GOOD             NGS
 CR0831  HISTORY     - 19950808 GOOD             USPSQD
 CR0831  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0831
 CR0831                          STATION DESCRIPTION
 CR0831
 CR0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0831'3.2 MI SE FROM EMORY.
 CR0831'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 CR0831'COURTHOUSE AT EMORY, THENCE ABOUT 3.1 MILE SOUTHEAST ALONG U. S.
 CR0831'HIGHWAY 69, 80 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 111
 CR0831'FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 105 FEET SOUTHEAST
 CR0831'OF THE EAST CORNER OF A FARMHOUSE, 79.8 FEET WEST OF A POWER POLE, 18
 CR0831'FEET NORTHWEST OF A FENCE CORNER, 5 FEET SOUTHWEST OF A YARD FENCE,
 CR0831'AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 6 INCHES.
 CR0831
 CR0831                          STATION RECOVERY (1995)
 CR0831
 CR0831'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0831'RECOVERED IN GOOD CONDITION.
 CR0831
 CR0831                          STATION RECOVERY (2004)
 CR0831
 CR0831'RECOVERY NOTE BY US POWER SQUADRON 2004 (LLJ)
 CR0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0041 ***********************************************************************
 DM0041  DESIGNATION -  478
 DM0041  PID         -  DM0041
 DM0041  STATE/COUNTY-  TX/BOWIE
 DM0041  USGS QUAD   -  OGDEN (1975)
 DM0041
 DM0041                         *CURRENT SURVEY CONTROL
 DM0041  ___________________________________________________________________
 DM0041* NAD 83(1986)-  33 33 02.     (N)    094 02 43.     (W)     SCALED    
 DM0041* NAVD 88     -        89.209  (meters)     292.68   (feet)  ADJUSTED  
 DM0041  ___________________________________________________________________
 DM0041  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM0041  DYNAMIC HT  -          89.115 (meters)     292.37  (feet)  COMP
 DM0041  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 DM0041
 DM0041  VERT ORDER  -  FIRST     CLASS I
 DM0041
 DM0041.The horizontal coordinates were scaled from a topographic map and have
 DM0041.an estimated accuracy of +/- 6 seconds.
 DM0041
 DM0041.The orthometric height was determined by differential leveling
 DM0041.and adjusted by the National Geodetic Survey in June 1991..
 DM0041
 DM0041.The geoid height was determined by GEOID03.
 DM0041
 DM0041.The dynamic height is computed by dividing the NAVD 88
 DM0041.geopotential number by the normal gravity value computed on the
 DM0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0041.degrees latitude (g = 980.6199 gals.).
 DM0041
 DM0041.The modeled gravity was interpolated from observed gravity values.
 DM0041
 DM0041;                    North         East    Units  Estimated Accuracy
 DM0041;SPC TXNC     - 2,217,680.    1,013,540.      MT  (+/- 180 meters Scaled)
 DM0041
 DM0041                          SUPERSEDED SURVEY CONTROL
 DM0041
 DM0041  NGVD 29 (??/??/??)   89.226  (m)          292.74   (f) ADJUSTED    1 1
 DM0041
 DM0041.Superseded values are not recommended for survey control.
 DM0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0041.See file dsdata.txt to determine how the superseded data were derived.
 DM0041
 DM0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT029128(NAD 83)
 DM0041_MARKER: Q = CHISELED SQUARE
 DM0041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0041_SP_SET: WINGWALL
 DM0041_MARK LOGO: NONE  
 DM0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0041+STABILITY: SURFACE MOTION
 DM0041
 DM0041  HISTORY     - Date     Condition        Report By
 DM0041  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0041  HISTORY     - 1932     GOOD             NGS
 DM0041  HISTORY     - 1977     GOOD             NGS
 DM0041  HISTORY     - 1985     GOOD             NGS
 DM0041  HISTORY     - 19971025 GOOD             USPSQD
 DM0041
 DM0041                          STATION DESCRIPTION
 DM0041
 DM0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0041'2.75 MI S FROM OGDEN,ARK.
 DM0041'CHISELED SQUARE ON THE SOUTHEAST CORNER OF THE PARAPET WALL OF THE
 DM0041'SOUTH ABUTMENT OF BRIDGE B-478, OVER THE RED RIVER.
 DM0041
 DM0041                          STATION RECOVERY (1977)
 DM0041
 DM0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DM0041'RECOVERED IN GOOD CONDITION.
 DM0041
 DM0041                          STATION RECOVERY (1985)
 DM0041
 DM0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0041'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.8 KM
 DM0041'(8.55 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS WEST JUNCTION
 DM0041'WITH U.S. HIGHWAY 82 IN TEXARKANA, A CHISELED SQUARE IN THE
 DM0041'SOUTHEAST CORNER OF THE EAST CONCRETE WINGWALL OF THE SOUTH ABUTMENT
 DM0041'OF THE KANSAS CITY AND SOUTHERN RAILROAD BRIDGE SPANNING THE RED
 DM0041'RIVER, 175.3 M (575.1 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 DM0041'LANES OF THE HIGHWAY, AND 1.7 M (5.6 FT) EAST OF THE NEAR RAIL.
 DM0041'THE MARK IS 0.3 M BELOW THE TRACKS.
 DM0041
 DM0041                          STATION RECOVERY (1997)
 DM0041
 DM0041'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1639 ***********************************************************************
 CS1639  DESIGNATION -  4783
 CS1639  PID         -  CS1639
 CS1639  STATE/COUNTY-  TX/TARRANT
 CS1639  USGS QUAD   -  FORT WORTH (1981)
 CS1639
 CS1639                         *CURRENT SURVEY CONTROL
 CS1639  ___________________________________________________________________
 CS1639* NAD 83(1993)-  32 44 41.81083(N)    097 19 33.55043(W)     ADJUSTED  
 CS1639* NAVD 88     -       189.750  (meters)     622.54   (feet)  ADJUSTED  
 CS1639  ___________________________________________________________________
 CS1639  X           -    -684,748.052 (meters)                     COMP
 CS1639  Y           -  -5,326,127.182 (meters)                     COMP
 CS1639  Z           -   3,430,289.489 (meters)                     COMP
 CS1639  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 CS1639  ELLIP HEIGHT-         161.95  (meters)          (10/24/00) GPS OBS
 CS1639  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS1639  DYNAMIC HT  -         189.528 (meters)     621.81  (feet)  COMP
 CS1639  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 CS1639
 CS1639  HORZ ORDER  -  FIRST
 CS1639  VERT ORDER  -  FIRST     CLASS II
 CS1639  ELLP ORDER  -  FOURTH    CLASS II
 CS1639
 CS1639.The horizontal coordinates were established by GPS observations
 CS1639.and adjusted by the National Geodetic Survey in February 1996..
 CS1639
 CS1639.The orthometric height was determined by differential leveling
 CS1639.and adjusted by the National Geodetic Survey in June 1991..
 CS1639
 CS1639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS1639
 CS1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1639
 CS1639.The ellipsoidal height was determined by GPS observations
 CS1639.and is referenced to NAD 83.
 CS1639
 CS1639.The geoid height was determined by GEOID03.
 CS1639
 CS1639.The dynamic height is computed by dividing the NAVD 88
 CS1639.geopotential number by the normal gravity value computed on the
 CS1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1639.degrees latitude (g = 980.6199 gals.).
 CS1639
 CS1639.The modeled gravity was interpolated from observed gravity values.
 CS1639
 CS1639;                    North         East     Units Scale Factor Converg.
 CS1639;SPC TXNC     - 2,120,185.192   710,015.206   MT  0.99988686   +0 38 25.1
 CS1639;SPC TXNC     - 6,955,974.25  2,329,441.56   sFT  0.99988686   +0 38 25.1
 CS1639;UTM  14      - 3,624,251.875   656,837.105   MT  0.99990331   +0 54 20.4
 CS1639
 CS1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1639!SPC TXNC     -   0.99997457  x   0.99988686  =   0.99986144
 CS1639!UTM  14      -   0.99997457  x   0.99990331  =   0.99987789
 CS1639
 CS1639                          SUPERSEDED SURVEY CONTROL
 CS1639
 CS1639  ELLIP H (02/20/96)  162.00   (m)                       GP(       ) 1 1
 CS1639  NAVD 88 (02/20/96)  189.75   (m)          622.5    (f) LEVELING    3  
 CS1639
 CS1639.Superseded values are not recommended for survey control.
 CS1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1639.See file dsdata.txt to determine how the superseded data were derived.
 CS1639
 CS1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5683724252(NAD 83)
 CS1639_MARKER: DD = SURVEY DISK
 CS1639_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1639_SP_SET: BRIDGE ABUTMENT
 CS1639_STAMPING: 4783 1947
 CS1639_MARK LOGO: TX2450
 CS1639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS1639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS1639+STABILITY: POSITION/ELEVATION WELL
 CS1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1639+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 CS1639
 CS1639  HISTORY     - Date     Condition        Report By
 CS1639  HISTORY     - 1947     MONUMENTED       TX2450
 CS1639  HISTORY     - 1957     GOOD             NGS
 CS1639  HISTORY     - 1983     GOOD             NGS
 CS1639  HISTORY     - 1983     GOOD             NGS
 CS1639  HISTORY     - 1984     GOOD             NGS
 CS1639  HISTORY     - 1986     GOOD             NGS
 CS1639  HISTORY     - 1989     POOR             USPSQD
 CS1639  HISTORY     - 19941220 GOOD             NGS
 CS1639  HISTORY     - 19960921 GOOD             USPSQD
 CS1639  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1639
 CS1639                          STATION DESCRIPTION
 CS1639
 CS1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1639'IN FORT WORTH.
 CS1639'1.0 MILE SOUTH OF THE TARRANT COUNTY COURT HOUSE, IN FORT WORTH, IN
 CS1639'THE TOP OF THE NORTHWEST CORNER OF THE SOUTH INCLINE TO THE SOUTH MAIN
 CS1639'STREET UNDERPASS UNDER THE T. AND P.R.R. AND ACROSS THE TRACKS
 CS1639'SOUTHEAST FROM THE T. AND P. STATION.  IT IS IN THE WEST END OF THE
 CS1639'CONCRETE WALK AT THE TOP OF THE UNDERPASS AND ALONG THE SOUTH SIDE OF
 CS1639'THE TRACKS.  A STANDARD CITY OF FORT WORTH DISK STAMPED 4783 1947 IN
 CS1639'THE TOP OF THE UNDERPASS AND ABOUT 8 FEET SOUTH OF THE SOUTH RAIL.
 CS1639
 CS1639                          STATION RECOVERY (1983)
 CS1639
 CS1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1639'RECOVERED IN GOOD CONDITION.
 CS1639
 CS1639                          STATION RECOVERY (1983)
 CS1639
 CS1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1639'RECOVERED IN GOOD CONDITION.
 CS1639
 CS1639                          STATION RECOVERY (1984)
 CS1639
 CS1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1639'RECOVERED IN GOOD CONDITION.
 CS1639
 CS1639                          STATION RECOVERY (1986)
 CS1639
 CS1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1639'RECOVERED IN GOOD CONDITION.
 CS1639
 CS1639                          STATION RECOVERY (1989)
 CS1639
 CS1639'RECOVERY NOTE BY US POWER SQUADRON 1989 (GF)
 CS1639'MARK RECOVERED IN POOR CONDITION.
 CS1639
 CS1639                          STATION RECOVERY (1994)
 CS1639
 CS1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS1639'THE STATION IS LOCATED IN FORT WORTH ABOUT 1.0 MI (1.6 KM) SOUTH OF
 CS1639'THE TARRANT COUNTY COURTHOUSE IN A LARGE RAILROAD BRIDGE SPANNING
 CS1639'SOUTH MAIN STREET.  ---OWNERSHIP UNION PACIFIC RAILROAD--- TO REACH
 CS1639'FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 AND SOUTH MAIN STREET NEAR
 CS1639'THE CENTER OF FORT WORTH, GO SOUTH ON MAIN STREET FOR 0.32 KM (0.20
 CS1639'MI) TO THE MARK ON THE RIGHT.  (IN THE TOP OF THE WEST ABUTMENT FOR
 CS1639'THE RAILROAD OVERPASS) .  THE STATION IS A SURVEY DISK SET IN A DRILL
 CS1639'HOLE IN THE WEST ABUTMENT OF THE RAILROAD OVERPASS.  IT IS 12.75 M
 CS1639'(41.83 FT) WEST OF THE CENTERLINE OF MAIN STREET, 0.6 M (2.0 FT) SOUTH
 CS1639'OF THE NEAR RAIL, AND 0.3 M (1.0 FT) NORTH OF A CEMENT GUARD RAIL.
 CS1639'---NOTE 2 SHORT UTILITY POLES WILL CAUSE SOME BLOCKAGE AT THIS
 CS1639'LOCATION, ALSO TRUCK ACCESS WILL REQUIRE A LETTER TO THE UNION PACIFIC
 CS1639'HEADQUARTERS, OTHERWISE SHORT PACK.---
 CS1639
 CS1639                          STATION RECOVERY (1996)
 CS1639
 CS1639'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1639'RECOVERED IN GOOD CONDITION.
 CS1639
 CS1639                          STATION RECOVERY (2001)
 CS1639
 CS1639'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1638 ***********************************************************************
 CS1638  DESIGNATION -  4784
 CS1638  PID         -  CS1638
 CS1638  STATE/COUNTY-  TX/TARRANT
 CS1638  USGS QUAD   -  FORT WORTH (1981)
 CS1638
 CS1638                         *CURRENT SURVEY CONTROL
 CS1638  ___________________________________________________________________
 CS1638* NAD 83(1986)-  32 44 36.     (N)    097 19 45.     (W)     SCALED    
 CS1638* NAVD 88     -       193.155  (meters)     633.71   (feet)  ADJUSTED  
 CS1638  ___________________________________________________________________
 CS1638  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS1638  DYNAMIC HT  -         192.928 (meters)     632.96  (feet)  COMP
 CS1638  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 CS1638
 CS1638  VERT ORDER  -  FIRST     CLASS II
 CS1638
 CS1638.The horizontal coordinates were scaled from a topographic map and have
 CS1638.an estimated accuracy of +/- 6 seconds.
 CS1638
 CS1638.The orthometric height was determined by differential leveling
 CS1638.and adjusted by the National Geodetic Survey in June 1991..
 CS1638
 CS1638.The geoid height was determined by GEOID03.
 CS1638
 CS1638.The dynamic height is computed by dividing the NAVD 88
 CS1638.geopotential number by the normal gravity value computed on the
 CS1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1638.degrees latitude (g = 980.6199 gals.).
 CS1638
 CS1638.The modeled gravity was interpolated from observed gravity values.
 CS1638
 CS1638;                    North         East    Units  Estimated Accuracy
 CS1638;SPC TXNC     - 2,120,000.      709,720.      MT  (+/- 180 meters Scaled)
 CS1638
 CS1638                          SUPERSEDED SURVEY CONTROL
 CS1638
 CS1638.No superseded survey control is available for this station.
 CS1638
 CS1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB565240(NAD 83)
 CS1638_MARKER: DB = BENCH MARK DISK
 CS1638_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1638_SP_SET: BRIDGE ABUTMENT
 CS1638_STAMPING: 4784 1947
 CS1638_MARK LOGO: TX2450
 CS1638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS1638+STABILITY: POSITION/ELEVATION WELL
 CS1638
 CS1638  HISTORY     - Date     Condition        Report By
 CS1638  HISTORY     - 1947     MONUMENTED       TX2450
 CS1638  HISTORY     - 1957     GOOD             NGS
 CS1638  HISTORY     - 1983     GOOD             NGS
 CS1638  HISTORY     - 1983     GOOD             NGS
 CS1638  HISTORY     - 1984     GOOD             NGS
 CS1638  HISTORY     - 1986     GOOD             NGS
 CS1638  HISTORY     - 1989     GOOD             USPSQD
 CS1638  HISTORY     - 19960921 GOOD             USPSQD
 CS1638  HISTORY     - 20010201 GOOD             USPSQD
 CS1638
 CS1638                          STATION DESCRIPTION
 CS1638
 CS1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1638'IN FORT WORTH.
 CS1638'1 MILE SOUTH OF THE TARRANT COUNTY COURT HOUSE IN FORT WORTH, IN THE
 CS1638'TOP OF THE JENNINGS AVENUE UNDERPASS UNDER THE T. AND P.R.R. AND AT
 CS1638'THE SOUTH SIDE OF A SIDING THAT ENTERS THE ALLEY THROUGH THE CENTER OF
 CS1638'THE FEDERAL BUILDINGS FROM THE WEST.  THE MARK IS IN THE EAST END OF
 CS1638'THE WALK, AT THE SOUTH SIDE OF THE TRACKS, IN THE NORTHEAST CORNER OF
 CS1638'THE HEADWALL AND THE INCLINE TO THE UNDERPASS FROM THE SOUTH, AND
 CS1638'VICKERY BLVD., AND ABOVE AND ON THE EAST SIDE OF JENNINGS AVE.  A
 CS1638'STANDARD CITY OF FORT WORTH DISK IN THE CONCRETE ABUTMENT AND WALK.
 CS1638
 CS1638                          STATION RECOVERY (1983)
 CS1638
 CS1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1638'RECOVERED IN GOOD CONDITION.
 CS1638
 CS1638                          STATION RECOVERY (1983)
 CS1638
 CS1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1638'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN FORT WORTH,
 CS1638'AT THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD AND JENNINGS
 CS1638'AVENUE, IN THE SOUTH END OF THE EAST ABUTMENT OF THE RAILROAD OVERPASS
 CS1638'OF THE RAILROAD, 70.0 METERS (229.7 FT) NORTH OF THE CENTERLINE OF
 CS1638'VICKERY BOULVARD, 19.2 METERS (63.0 FT) EAST OF THE CENTERLINE OF THE
 CS1638'AVENUE AND 4.2 METERS (13.8 FT) SOUTH OF THE NEAR RAIL OF A SPUR
 CS1638'TRACK.
 CS1638'THE MARK IS ABOVE LEVEL WITH THE TRACK.
 CS1638
 CS1638                          STATION RECOVERY (1984)
 CS1638
 CS1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1638'RECOVERED IN GOOD CONDITION.
 CS1638
 CS1638                          STATION RECOVERY (1986)
 CS1638
 CS1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1638'RECOVERED IN GOOD CONDITION.
 CS1638
 CS1638                          STATION RECOVERY (1989)
 CS1638
 CS1638'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1638'RECOVERED IN GOOD CONDITION.
 CS1638
 CS1638                          STATION RECOVERY (1996)
 CS1638
 CS1638'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1638'RECOVERED IN GOOD CONDITION.
 CS1638
 CS1638                          STATION RECOVERY (2001)
 CS1638
 CS1638'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1637 ***********************************************************************
 CS1637  DESIGNATION -  4785 C OF FW
 CS1637  PID         -  CS1637
 CS1637  STATE/COUNTY-  TX/TARRANT
 CS1637  USGS QUAD   -  FORT WORTH (1981)
 CS1637
 CS1637                         *CURRENT SURVEY CONTROL
 CS1637  ___________________________________________________________________
 CS1637* NAD 83(1986)-  32 44 36.     (N)    097 20 14.     (W)     SCALED    
 CS1637* NAVD 88     -       189.860  (meters)     622.90   (feet)  ADJUSTED  
 CS1637  ___________________________________________________________________
 CS1637  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS1637  DYNAMIC HT  -         189.637 (meters)     622.17  (feet)  COMP
 CS1637  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 CS1637
 CS1637  VERT ORDER  -  FIRST     CLASS II
 CS1637
 CS1637.The horizontal coordinates were scaled from a topographic map and have
 CS1637.an estimated accuracy of +/- 6 seconds.
 CS1637
 CS1637.The orthometric height was determined by differential leveling
 CS1637.and adjusted by the National Geodetic Survey in June 1991..
 CS1637
 CS1637.The geoid height was determined by GEOID03.
 CS1637
 CS1637.The dynamic height is computed by dividing the NAVD 88
 CS1637.geopotential number by the normal gravity value computed on the
 CS1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1637.degrees latitude (g = 980.6199 gals.).
 CS1637
 CS1637.The modeled gravity was interpolated from observed gravity values.
 CS1637
 CS1637;                    North         East    Units  Estimated Accuracy
 CS1637;SPC TXNC     - 2,120,000.      708,960.      MT  (+/- 180 meters Scaled)
 CS1637
 CS1637                          SUPERSEDED SURVEY CONTROL
 CS1637
 CS1637.No superseded survey control is available for this station.
 CS1637
 CS1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB557240(NAD 83)
 CS1637_MARKER: DB = BENCH MARK DISK
 CS1637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1637_SP_SET: UNDERPASS
 CS1637_STAMPING: 4785 1947
 CS1637_MARK LOGO: TX2450
 CS1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1637
 CS1637  HISTORY     - Date     Condition        Report By
 CS1637  HISTORY     - 1947     MONUMENTED       TX2450
 CS1637  HISTORY     - 1957     GOOD             NGS
 CS1637  HISTORY     - 1983     GOOD             NGS
 CS1637  HISTORY     - 1989     GOOD             USPSQD
 CS1637  HISTORY     - 19951118 GOOD             USPSQD
 CS1637  HISTORY     - 20010201 GOOD             USPSQD
 CS1637
 CS1637                          STATION DESCRIPTION
 CS1637
 CS1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1637'1.0 MI SW FROM FORT WORTH.
 CS1637'1.0 MILE SOUTHWEST OF THE TARRANT COUNTY COURT HOUSE, IN FORT WORTH,
 CS1637'IN THE TOP OF THE HENDERSON STREET UNDERPASS UNDER THE T. AND P.R.R.
 CS1637'TRACKS, ABOUT 0.3 MILE WEST OF THE T. AND P. STATION AND ABOUT 35 FEET
 CS1637'NORTH OF THE NORTH CURB OF WEST VICKERY WHICH PARALLELS THE TRACKS
 CS1637'ABOVE AND SOUTH OF IT.  THE MARK IS ABOUT 4 FEET ABOVE THE TOP RAILS
 CS1637'OF THE MAIN LINE OF THE T. AND P. AND IS ABOUT 1 FOOT BELOW THE LEVEL
 CS1637'OF VICKERY.  A CITY OF FORT WORTH DISK STAMPED 4785 1947 IN THE TOP OF
 CS1637'THE EAST RETAINING WALL OF THE CONCRETE UNDERPASS.
 CS1637
 CS1637                          STATION RECOVERY (1983)
 CS1637
 CS1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1637'RECOVERED IN GOOD CONDITION.
 CS1637
 CS1637                          STATION RECOVERY (1989)
 CS1637
 CS1637'RECOVERY NOTE BY US POWER SQUADRON 1989 (WS)
 CS1637'RECOVERED IN GOOD CONDITION.
 CS1637
 CS1637                          STATION RECOVERY (1995)
 CS1637
 CS1637'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1637'RECOVERED IN GOOD CONDITION.
 CS1637
 CS1637                          STATION RECOVERY (2001)
 CS1637
 CS1637'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1636 ***********************************************************************
 CS1636  DESIGNATION -  4786 C OF FW
 CS1636  PID         -  CS1636
 CS1636  STATE/COUNTY-  TX/TARRANT
 CS1636  USGS QUAD   -  FORT WORTH (1981)
 CS1636
 CS1636                         *CURRENT SURVEY CONTROL
 CS1636  ___________________________________________________________________
 CS1636* NAD 83(1986)-  32 44 27.     (N)    097 20 32.     (W)     SCALED    
 CS1636* NAVD 88     -       188.560  (meters)     618.63   (feet)  ADJUSTED  
 CS1636  ___________________________________________________________________
 CS1636  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS1636  DYNAMIC HT  -         188.339 (meters)     617.91  (feet)  COMP
 CS1636  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 CS1636
 CS1636  VERT ORDER  -  FIRST     CLASS II
 CS1636
 CS1636.The horizontal coordinates were scaled from a topographic map and have
 CS1636.an estimated accuracy of +/- 6 seconds.
 CS1636
 CS1636.The orthometric height was determined by differential leveling
 CS1636.and adjusted by the National Geodetic Survey in June 1991..
 CS1636
 CS1636.The geoid height was determined by GEOID03.
 CS1636
 CS1636.The dynamic height is computed by dividing the NAVD 88
 CS1636.geopotential number by the normal gravity value computed on the
 CS1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1636.degrees latitude (g = 980.6199 gals.).
 CS1636
 CS1636.The modeled gravity was interpolated from observed gravity values.
 CS1636
 CS1636;                    North         East    Units  Estimated Accuracy
 CS1636;SPC TXNC     - 2,119,710.      708,500.      MT  (+/- 180 meters Scaled)
 CS1636
 CS1636                          SUPERSEDED SURVEY CONTROL
 CS1636
 CS1636.No superseded survey control is available for this station.
 CS1636
 CS1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB553237(NAD 83)
 CS1636_MARKER: DD = SURVEY DISK
 CS1636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1636_SP_SET: PIER
 CS1636_STAMPING: 4786 1947
 CS1636_MARK LOGO: TX2450
 CS1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1636
 CS1636  HISTORY     - Date     Condition        Report By
 CS1636  HISTORY     - 1947     MONUMENTED       TX2450
 CS1636  HISTORY     - 1947     GOOD             NGS
 CS1636  HISTORY     - 1957     GOOD             NGS
 CS1636  HISTORY     - 1983     GOOD             NGS
 CS1636  HISTORY     - 1989     GOOD             USPSQD
 CS1636  HISTORY     - 19960427 GOOD             USPSQD
 CS1636  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1636
 CS1636                          STATION DESCRIPTION
 CS1636
 CS1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1636'IN FORT WORTH.
 CS1636'1.3 MILES SOUTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, UNDER THE
 CS1636'SUMMIT AVENUE OVERPASS OVER THE TEXAS AND PACIFIC RAILROAD TRACKS, IN
 CS1636'THE FOUNDATION OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT, 22.5
 CS1636'FEET NORTH OF THE SOUTH ABUTMENT, 8.0 FEET EAST OF THE EAST EDGE OF
 CS1636'THE WEST COLUMN OF THE PIER, 3.8 FEET ABOVE THE TOP OF THE RAIL OF THE
 CS1636'SOUTH TRACK, 2.0 FEET SOUTH OF THE NORTH EDGE OF THE PIER FOUNDATION.
 CS1636'A BRONZE DISK SET IN A DRILL HOLE IN A CONCRETE PIER.
 CS1636
 CS1636                          STATION RECOVERY (1957)
 CS1636
 CS1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1636'RECOVERED IN GOOD CONDITION.
 CS1636
 CS1636                          STATION RECOVERY (1983)
 CS1636
 CS1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1636'RECOVERED IN GOOD CONDITION.
 CS1636
 CS1636                          STATION RECOVERY (1989)
 CS1636
 CS1636'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1636'RECOVERED IN GOOD CONDITION.
 CS1636
 CS1636                          STATION RECOVERY (1996)
 CS1636
 CS1636'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1636'RECOVERED IN GOOD CONDITION.
 CS1636
 CS1636                          STATION RECOVERY (2001)
 CS1636
 CS1636'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1630 ***********************************************************************
 CS1630  DESIGNATION -  4787
 CS1630  PID         -  CS1630
 CS1630  STATE/COUNTY-  TX/TARRANT
 CS1630  USGS QUAD   -  BENBROOK (1981)
 CS1630
 CS1630                         *CURRENT SURVEY CONTROL
 CS1630  ___________________________________________________________________
 CS1630* NAD 83(1986)-  32 43 20.     (N)    097 22 56.     (W)     SCALED    
 CS1630* NAVD 88     -       176.397  (meters)     578.73   (feet)  POSTED    
 CS1630  ___________________________________________________________________
 CS1630  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS1630  DYNAMIC HT  -         176.190 (meters)     578.05  (feet)  COMP
 CS1630  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 CS1630
 CS1630  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CS1630
 CS1630.The horizontal coordinates were scaled from a topographic map and have
 CS1630.an estimated accuracy of +/- 6 seconds.
 CS1630
 CS1630.The orthometric height was determined by differential leveling
 CS1630.and adjusted by the National Geodetic Survey in 1992..
 CS1630.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CS1630.rate of 4.1 thru 8.0 mm/km.
 CS1630
 CS1630.The geoid height was determined by GEOID03.
 CS1630
 CS1630.The dynamic height is computed by dividing the NAVD 88
 CS1630.geopotential number by the normal gravity value computed on the
 CS1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1630.degrees latitude (g = 980.6199 gals.).
 CS1630
 CS1630.The modeled gravity was interpolated from observed gravity values.
 CS1630
 CS1630;                    North         East    Units  Estimated Accuracy
 CS1630;SPC TXNC     - 2,117,610.      704,770.      MT  (+/- 180 meters Scaled)
 CS1630
 CS1630                          SUPERSEDED SURVEY CONTROL
 CS1630
 CS1630  NGVD 29 (??/??/92)  176.41   (m)          578.8    (f) COMPUTED    1 2
 CS1630
 CS1630.Superseded values are not recommended for survey control.
 CS1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1630.See file dsdata.txt to determine how the superseded data were derived.
 CS1630
 CS1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB516216(NAD 83)
 CS1630_MARKER: DB = BENCH MARK DISK
 CS1630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1630_SP_SET: CULVERT
 CS1630_STAMPING: 4787 1947
 CS1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1630
 CS1630  HISTORY     - Date     Condition        Report By
 CS1630  HISTORY     - 1947     MONUMENTED       TX2450
 CS1630  HISTORY     - 1957     GOOD             NGS
 CS1630  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1630  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1630
 CS1630                          STATION DESCRIPTION
 CS1630
 CS1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1630'4.0 MI SW FROM FORT WORTH.
 CS1630'4.0 MILES SOUTHWEST OF THE TARRANT COUNTY COURT HOUSE, IN THE SWITCH
 CS1630'YARDS OF THE T. AND P.R., ABOUT 1/4 MILE EAST OF THE HUMP OFFICE, AND
 CS1630'BACK OF, SOUTH OF THE SMITH FOUNDRY WHICH FRONTS ON STOVE FOUNDRY
 CS1630'ROAD.  IT IS 60 FEET EAST OF A LANCASTER YARDS SIGN, 12 FEET NORTH OF
 CS1630'THE NORTH RAIL AND IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF
 CS1630'A CONCRETE CULVERT.  A STANDARD CITY OF FORT WORTH DISK STAMPED 4787
 CS1630'1947.
 CS1630
 CS1630                          STATION RECOVERY (1996)
 CS1630
 CS1630'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1630'MARK NOT FOUND.
 CS1630
 CS1630                          STATION RECOVERY (2004)
 CS1630
 CS1630'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS1630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1628 ***********************************************************************
 CS1628  DESIGNATION -  4788 C OF FW
 CS1628  PID         -  CS1628
 CS1628  STATE/COUNTY-  TX/TARRANT
 CS1628  USGS QUAD   -  BENBROOK (1981)
 CS1628
 CS1628                         *CURRENT SURVEY CONTROL
 CS1628  ___________________________________________________________________
 CS1628* NAD 83(1986)-  32 42 58.     (N)    097 23 43.     (W)     SCALED    
 CS1628* NAVD 88     -       177.109  (meters)     581.07   (feet)  ADJUSTED  
 CS1628  ___________________________________________________________________
 CS1628  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CS1628  DYNAMIC HT  -         176.900 (meters)     580.38  (feet)  COMP
 CS1628  MODELED GRAV-     979,457.3   (mgal)                       NAVD 88
 CS1628
 CS1628  VERT ORDER  -  FIRST     CLASS II
 CS1628
 CS1628.The horizontal coordinates were scaled from a topographic map and have
 CS1628.an estimated accuracy of +/- 6 seconds.
 CS1628
 CS1628.The orthometric height was determined by differential leveling
 CS1628.and adjusted by the National Geodetic Survey in June 1991..
 CS1628
 CS1628.The geoid height was determined by GEOID03.
 CS1628
 CS1628.The dynamic height is computed by dividing the NAVD 88
 CS1628.geopotential number by the normal gravity value computed on the
 CS1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1628.degrees latitude (g = 980.6199 gals.).
 CS1628
 CS1628.The modeled gravity was interpolated from observed gravity values.
 CS1628
 CS1628;                    North         East    Units  Estimated Accuracy
 CS1628;SPC TXNC     - 2,116,920.      703,560.      MT  (+/- 180 meters Scaled)
 CS1628
 CS1628                          SUPERSEDED SURVEY CONTROL
 CS1628
 CS1628.No superseded survey control is available for this station.
 CS1628
 CS1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB503209(NAD 83)
 CS1628_MARKER: DD = SURVEY DISK
 CS1628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1628_SP_SET: FLOODLIGHT BASE
 CS1628_STAMPING: 4788 1947
 CS1628_MARK LOGO: TX2450
 CS1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1628
 CS1628  HISTORY     - Date     Condition        Report By
 CS1628  HISTORY     - 1947     MONUMENTED       TX2450
 CS1628  HISTORY     - 1947     GOOD             NGS
 CS1628  HISTORY     - 1983     GOOD             NGS
 CS1628  HISTORY     - 19960427 GOOD             USPSQD
 CS1628  HISTORY     - 20031030 GOOD             JCLS
 CS1628
 CS1628                          STATION DESCRIPTION
 CS1628
 CS1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1628'IN FORT WORTH.
 CS1628'5.1 MILES SOUTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, ALONG THE
 CS1628'TEXAS AND PACIFIC RAILROAD AND THE OLD FOUNDRY ROAD, 187 FEET SOUTH OF
 CS1628'THE CENTER LINE OF THE OLD FOUNDRY ROAD, 14 FEET NORTH OF THE NORTH
 CS1628'RAIL.  A BRONZE DISK SET IN THE TOP OF THE NORTHEAST CORNER OF THE
 CS1628'CONCRETE BASE OF A TALL FLOOD LIGHT TOWER WHICH IS IN THE RAILROAD
 CS1628'YARDS.  NOTE-- THE MARK IS ALONG THE TEXAS AND PACIFIC RR AND WEST
 CS1628'VICKERY ST., 0.8 MILE NORTHEAST OF A LARGE STEEL BRIDGE OVER THE
 CS1628'TRACKS, 187 FEET SOUTH OF THE CENTERLINE OF WEST VICKERY ST.
 CS1628
 CS1628                          STATION RECOVERY (1983)
 CS1628
 CS1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1628'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.4 KM
 CS1628'(4.6 MI) WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS
 CS1628'JUNCTION WITH SOUTH MAIN STREET IN FORT WORTH, IN TOP OF THE NORTHEAST
 CS1628'CORNER OF THE CONCRETE FOUNDATION OF A FLOOD LIGHT, 57.0 METERS
 CS1628'(187.0 FT) SOUTH OF THE CENTERLINE OF WEST VICKERY STREET AND
 CS1628'4.3 METERS (14.1 FT) NORTH OF THE NEAR RAIL.
 CS1628'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CS1628
 CS1628                          STATION RECOVERY (1996)
 CS1628
 CS1628'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1628'RECOVERED IN GOOD CONDITION.
 CS1628
 CS1628                          STATION RECOVERY (2003)
 CS1628
 CS1628'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 CS1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0339 ***********************************************************************
 DP0339  DESIGNATION -  4795+15
 DP0339  PID         -  DP0339
 DP0339  STATE/COUNTY-  TX/FLOYD
 DP0339  USGS QUAD   -  BARWISE (1968)
 DP0339
 DP0339                         *CURRENT SURVEY CONTROL
 DP0339  ___________________________________________________________________
 DP0339* NAD 83(1986)-  33 56 19.     (N)    101 33 40.     (W)     SCALED    
 DP0339* NAVD 88     -       990.911  (meters)    3251.01   (feet)  POSTED    
 DP0339  ___________________________________________________________________
 DP0339  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DP0339  DYNAMIC HT  -         989.640 (meters)    3246.84  (feet)  COMP
 DP0339  MODELED GRAV-     979,322.6   (mgal)                       NAVD 88
 DP0339
 DP0339  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0339
 DP0339.The horizontal coordinates were scaled from a topographic map and have
 DP0339.an estimated accuracy of +/- 6 seconds.
 DP0339
 DP0339.The orthometric height was determined by differential leveling
 DP0339.and adjusted by the National Geodetic Survey in 1992..
 DP0339.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0339.rate of 1.1 thru 2.0 mm/km.
 DP0339
 DP0339.The geoid height was determined by GEOID03.
 DP0339
 DP0339.The dynamic height is computed by dividing the NAVD 88
 DP0339.geopotential number by the normal gravity value computed on the
 DP0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0339.degrees latitude (g = 980.6199 gals.).
 DP0339
 DP0339.The modeled gravity was interpolated from observed gravity values.
 DP0339
 DP0339;                    North         East    Units  Estimated Accuracy
 DP0339;SPC TXNC     - 2,256,070.      317,040.      MT  (+/- 180 meters Scaled)
 DP0339
 DP0339                          SUPERSEDED SURVEY CONTROL
 DP0339
 DP0339  NGVD 29 (??/??/92)  990.538  (m)         3249.79   (f) ADJ UNCH    1 2
 DP0339
 DP0339.Superseded values are not recommended for survey control.
 DP0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0339.See file dsdata.txt to determine how the superseded data were derived.
 DP0339
 DP0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC632583(NAD 83)
 DP0339_MARKER: Z = SEE DESCRIPTION
 DP0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0339_SP_SET: CONCRETE FILLED PIPE
 DP0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0339
 DP0339  HISTORY     - Date     Condition        Report By
 DP0339  HISTORY     - UNK      MONUMENTED       BNRR
 DP0339  HISTORY     - 1958     MARK NOT FOUND   NGS
 DP0339
 DP0339                          STATION DESCRIPTION
 DP0339
 DP0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0339'4.9 MI NE FROM PETERSBURG.
 DP0339'4.9 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER  CITY RAILWAY FROM
 DP0339'THE STATION AT PETERSBURG, HALE COUNTY, AT STATION 4795+15 (MILEAGE
 DP0339'327.86), ABOUT 80 RAILS NORTH OF THE FLOYD-HALE COUNTY LINE, ABOUT 50
 DP0339'FEET EAST OF CULVERT 327.86, ABOUT 50 FEET EAST OF THE TRACK, AND AT A
 DP0339'FENCE CORNER.  THE TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 6
 DP0339'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1100 ***********************************************************************
 AE1100  DESIGNATION -  48
 AE1100  PID         -  AE1100
 AE1100  STATE/COUNTY-  TX/ZAPATA
 AE1100  USGS QUAD   -  ZAPATA SE (1979)
 AE1100
 AE1100                         *CURRENT SURVEY CONTROL
 AE1100  ___________________________________________________________________
 AE1100* NAD 83(1986)-  26 51 08.     (N)    099 16 04.     (W)     SCALED    
 AE1100* NAVD 88     -        80.929  (meters)     265.51   (feet)  POSTED    
 AE1100  ___________________________________________________________________
 AE1100  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AE1100  DYNAMIC HT  -          80.800 (meters)     265.09  (feet)  COMP
 AE1100  MODELED GRAV-     979,032.6   (mgal)                       NAVD 88
 AE1100
 AE1100  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE1100
 AE1100.The horizontal coordinates were scaled from a topographic map and have
 AE1100.an estimated accuracy of +/- 6 seconds.
 AE1100
 AE1100.The orthometric height was determined by differential leveling
 AE1100.and adjusted by the National Geodetic Survey in 1992..
 AE1100.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE1100.rate of 0.0 thru 1.0 mm/km.
 AE1100
 AE1100.The geoid height was determined by GEOID03.
 AE1100
 AE1100.The dynamic height is computed by dividing the NAVD 88
 AE1100.geopotential number by the normal gravity value computed on the
 AE1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1100.degrees latitude (g = 980.6199 gals.).
 AE1100
 AE1100.The modeled gravity was interpolated from observed gravity values.
 AE1100
 AE1100;                    North         East    Units  Estimated Accuracy
 AE1100;SPC TX S     - 5,131,580.      223,700.      MT  (+/- 180 meters Scaled)
 AE1100
 AE1100                          SUPERSEDED SURVEY CONTROL
 AE1100
 AE1100  NGVD 29 (??/??/92)   80.984  (m)          265.69   (f) ADJ UNCH    1 2
 AE1100
 AE1100.Superseded values are not recommended for survey control.
 AE1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1100.See file dsdata.txt to determine how the superseded data were derived.
 AE1100
 AE1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ733700(NAD 83)
 AE1100_MARKER: DD = SURVEY DISK
 AE1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1100_STAMPING: 48265.486
 AE1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1100+STABILITY: SURFACE MOTION
 AE1100
 AE1100  HISTORY     - Date     Condition        Report By
 AE1100  HISTORY     - UNK      MONUMENTED       IBC
 AE1100  HISTORY     - 1956     GOOD             NGS
 AE1100
 AE1100                          STATION DESCRIPTION
 AE1100
 AE1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1100'6.7 MI S FROM ZAPATA.
 AE1100'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1100'ZAPATA, THENCE 3.3 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 0.1 MILE
 AE1100'NORTHWEST OF A CONCRETE BRIDGE OVER ARROYO BOLENO, 255 FEET NORTHEAST
 AE1100'OF THE CENTER LINE OF THE OLD HIGHWAY, 2.4 FEET NORTHWEST OF A WITNESS
 AE1100'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AE1100'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0221 ***********************************************************************
 DQ0221  DESIGNATION -  48
 DQ0221  PID         -  DQ0221
 DQ0221  STATE/COUNTY-  TX/COCHRAN
 DQ0221  USGS QUAD   -  LEHMAN (1969)
 DQ0221
 DQ0221                         *CURRENT SURVEY CONTROL
 DQ0221  ___________________________________________________________________
 DQ0221* NAD 83(1986)-  33 37 17.     (N)    102 45 52.     (W)     SCALED    
 DQ0221* NAVD 88     -      1149.079  (meters)    3769.94   (feet)  ADJUSTED  
 DQ0221  ___________________________________________________________________
 DQ0221  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 DQ0221  DYNAMIC HT  -        1147.567 (meters)    3764.98  (feet)  COMP
 DQ0221  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 DQ0221
 DQ0221  VERT ORDER  -  SECOND    CLASS 0
 DQ0221
 DQ0221.The horizontal coordinates were scaled from a topographic map and have
 DQ0221.an estimated accuracy of +/- 6 seconds.
 DQ0221
 DQ0221.The orthometric height was determined by differential leveling
 DQ0221.and adjusted by the National Geodetic Survey in June 1991..
 DQ0221
 DQ0221.The geoid height was determined by GEOID03.
 DQ0221
 DQ0221.The dynamic height is computed by dividing the NAVD 88
 DQ0221.geopotential number by the normal gravity value computed on the
 DQ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0221.degrees latitude (g = 980.6199 gals.).
 DQ0221
 DQ0221.The modeled gravity was interpolated from observed gravity values.
 DQ0221
 DQ0221;                    North         East    Units  Estimated Accuracy
 DQ0221;SPC TXNC     - 2,224,790.      204,430.      MT  (+/- 180 meters Scaled)
 DQ0221
 DQ0221                          SUPERSEDED SURVEY CONTROL
 DQ0221
 DQ0221  NGVD 29 (??/??/92) 1148.668  (m)         3768.59   (f) ADJ UNCH    2 0
 DQ0221
 DQ0221.Superseded values are not recommended for survey control.
 DQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0221.See file dsdata.txt to determine how the superseded data were derived.
 DQ0221
 DQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT073224(NAD 83)
 DQ0221_MARKER: B = BOLT
 DQ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0221+STABILITY: SURFACE MOTION
 DQ0221
 DQ0221  HISTORY     - Date     Condition        Report By
 DQ0221  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0221  HISTORY     - 1943     GOOD             NGS
 DQ0221  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0221
 DQ0221                          STATION DESCRIPTION
 DQ0221
 DQ0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DQ0221'2.4 MI E FROM LEHMAN.
 DQ0221'2.4 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0221'STATION AT LEHMAN, COCHRAN COUNTY, 245 FEET NORTHWEST OF MILEPOST 48,
 DQ0221'102 FEET NORTH OF THE CENTERLINE OF THE TRACK, 55 FEET SOUTH OF THE
 DQ0221'CENTERLINE OF A ROAD, AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 DQ0221'FENCE.  A TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
 DQ0221
 DQ0221                          STATION RECOVERY (1971)
 DQ0221
 DQ0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1851 ***********************************************************************
 BK1851  DESIGNATION -  48 ATSFRR
 BK1851  PID         -  BK1851
 BK1851  STATE/COUNTY-  TX/JASPER
 BK1851  USGS QUAD   -  CALL JUNCTION (1984)
 BK1851
 BK1851                         *CURRENT SURVEY CONTROL
 BK1851  ___________________________________________________________________
 BK1851* NAD 83(1986)-  30 35 52.     (N)    093 54 23.     (W)     SCALED    
 BK1851* NAVD 88     -        31.82   (+/-2cm)     104.4    (feet)  VERTCON   
 BK1851  ___________________________________________________________________
 BK1851  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BK1851
 BK1851  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1851
 BK1851.The horizontal coordinates were scaled from a topographic map and have
 BK1851.an estimated accuracy of +/- 6 seconds.
 BK1851
 BK1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1851.The vertical order pertains to the NGVD 29 superseded value.
 BK1851
 BK1851.The geoid height was determined by GEOID03.
 BK1851
 BK1851;                    North         East    Units  Estimated Accuracy
 BK1851;SPC TX C     - 3,121,020.    1,315,960.      MT  (+/- 180 meters Scaled)
 BK1851
 BK1851                          SUPERSEDED SURVEY CONTROL
 BK1851
 BK1851  NGVD 29 (??/??/??)   31.800  (m)          104.33   (f) ADJUSTED    1 2
 BK1851
 BK1851.Superseded values are not recommended for survey control.
 BK1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1851.See file dsdata.txt to determine how the superseded data were derived.
 BK1851
 BK1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP131853(NAD 83)
 BK1851_MARKER: X = CHISELED CROSS
 BK1851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1851_SP_SET: RAIL
 BK1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1851
 BK1851  HISTORY     - Date     Condition        Report By
 BK1851  HISTORY     - UNK      MONUMENTED       CGS
 BK1851  HISTORY     - 1932     GOOD             CGS
 BK1851  HISTORY     - 1934     GOOD             CGS
 BK1851  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1851
 BK1851                          STATION DESCRIPTION
 BK1851
 BK1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1851'5.0 MI S FROM KIRBYVILLE.
 BK1851'5 MILES SOUTH OF THE STATION AT KIRBYVILLE AT CALL JUNCTION, JASPER
 BK1851'COUNTY, ON THE GULF, COLORADO AND SANTA FE RAILWAY, AND ON THE TOP OF
 BK1851'VERTICAL MILE RAIL 48.  A CHISELED CROSS.
 BK1851
 BK1851                          STATION RECOVERY (1934)
 BK1851
 BK1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1851'RECOVERED IN GOOD CONDITION.
 BK1851
 BK1851                          STATION RECOVERY (2004)
 BK1851
 BK1851'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK1851'RAILROAD REMOVED CONCRETE MILE MARKER AND REPLACED IT WITH A STEEL
 BK1851'POST AND MILE MARKER SIGN.  MARKER NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2238 ***********************************************************************
 BY2238  DESIGNATION -  48 G USGS
 BY2238  PID         -  BY2238
 BY2238  STATE/COUNTY-  TX/ANDERSON
 BY2238  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2238
 BY2238                         *CURRENT SURVEY CONTROL
 BY2238  ___________________________________________________________________
 BY2238* NAD 83(1986)-  31 50 08.     (N)    095 50 25.     (W)     SCALED    
 BY2238* NAVD 88     -       114.424  (meters)     375.41   (feet)  ADJUSTED  
 BY2238  ___________________________________________________________________
 BY2238  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BY2238  DYNAMIC HT  -         114.288 (meters)     374.96  (feet)  COMP
 BY2238  MODELED GRAV-     979,445.6   (mgal)                       NAVD 88
 BY2238
 BY2238  VERT ORDER  -  SECOND    CLASS 0
 BY2238
 BY2238.The horizontal coordinates were scaled from a topographic map and have
 BY2238.an estimated accuracy of +/- 6 seconds.
 BY2238
 BY2238.The orthometric height was determined by differential leveling
 BY2238.and adjusted by the National Geodetic Survey in June 1991..
 BY2238
 BY2238.The geoid height was determined by GEOID03.
 BY2238
 BY2238.The dynamic height is computed by dividing the NAVD 88
 BY2238.geopotential number by the normal gravity value computed on the
 BY2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2238.degrees latitude (g = 980.6199 gals.).
 BY2238
 BY2238.The modeled gravity was interpolated from observed gravity values.
 BY2238
 BY2238;                    North         East    Units  Estimated Accuracy
 BY2238;SPC TX C     - 3,249,030.    1,125,200.      MT  (+/- 180 meters Scaled)
 BY2238
 BY2238                          SUPERSEDED SURVEY CONTROL
 BY2238
 BY2238  NGVD 29 (??/??/92)  114.406  (m)          375.35   (f) ADJ UNCH    2 0
 BY2238
 BY2238.Superseded values are not recommended for survey control.
 BY2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2238.See file dsdata.txt to determine how the superseded data were derived.
 BY2238
 BY2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR311257(NAD 83)
 BY2238_MARKER: DD = SURVEY DISK
 BY2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2238_STAMPING: 48 G 1946 375
 BY2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2238+STABILITY: SURFACE MOTION
 BY2238
 BY2238  HISTORY     - Date     Condition        Report By
 BY2238  HISTORY     - 1946     MONUMENTED       USGS
 BY2238  HISTORY     - 1947     GOOD             NGS
 BY2238
 BY2238                          STATION DESCRIPTION
 BY2238
 BY2238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2238'IN TENNESSEE COLONY.
 BY2238'AT TENNESSEE COLONY, ABOUT 150 FEET NORTH OF THE POST OFFICE, 125 FEET
 BY2238'SOUTH OF THE SOUTHWEST CORNER OF THE TENNESSEE COLONY UNION CHURCH, 55
 BY2238'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A 4X4
 BY2238'MARKER POST.  A BRONZE GEOLOGICAL SURVEY DISK SET IN THE TOP OF A
 BY2238'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3534 ***********************************************************************
 AW3534  DESIGNATION -  480+00 400 1937
 AW3534  PID         -  AW3534
 AW3534  STATE/COUNTY-  TX/HARRIS
 AW3534  USGS QUAD   -  HIGHLANDS (1995)
 AW3534
 AW3534                         *CURRENT SURVEY CONTROL
 AW3534  ___________________________________________________________________
 AW3534* NAD 83(1986)-  29 45 44.     (N)    095 04 54.     (W)     SCALED    
 AW3534* NAVD 88     -         0.32   (+/-2cm)       1.0    (feet)  VERTCON   
 AW3534  ___________________________________________________________________
 AW3534  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3534
 AW3534  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3534
 AW3534.The horizontal coordinates were scaled from a topographic map and have
 AW3534.an estimated accuracy of +/- 6 seconds.
 AW3534
 AW3534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3534.The vertical order pertains to the NGVD 29 superseded value.
 AW3534
 AW3534.The geoid height was determined by GEOID03.
 AW3534
 AW3534;                    North         East    Units  Estimated Accuracy
 AW3534;SPC TXSC     - 4,220,120.      978,850.      MT  (+/- 180 meters Scaled)
 AW3534
 AW3534                          SUPERSEDED SURVEY CONTROL
 AW3534
 AW3534  NGVD 29 (??/??/92)    0.321  (m)            1.05   (f) ADJ UNCH    1 2
 AW3534
 AW3534.Superseded values are not recommended for survey control.
 AW3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3534.See file dsdata.txt to determine how the superseded data were derived.
 AW3534
 AW3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN987942(NAD 83)
 AW3534_MARKER: DD = SURVEY DISK
 AW3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3534_STAMPING: 480+00 400 1937
 AW3534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3534+STABILITY: SURFACE MOTION
 AW3534
 AW3534  HISTORY     - Date     Condition        Report By
 AW3534  HISTORY     - 1937     MONUMENTED       USE
 AW3534  HISTORY     - 1959     GOOD             NGS
 AW3534  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3534
 AW3534                          STATION DESCRIPTION
 AW3534
 AW3534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3534'0.1 MI W FROM LYNCHBURG.
 AW3534'ABOUT 0.1 MILE WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE FERRY
 AW3534'LANDING AT LYNCHBURG, 350 FEET NORTHWEST OF A WHITE FRAME HOUSE, 170
 AW3534'FEET WEST OF A FENCE, 78 FEET SOUTH OF THE HIGH WATER LINE ON THE
 AW3534'SOUTH SHORE OF THE SHIP CHANNEL, 1 FOOT NORTH OF A 2-INCH PIPE
 AW3534'PROJECTING 1 1/2 FEET, 1 1/2 FEET WEST OF A 2 X 4-INCH WITNESS POST,
 AW3534'33 YARDS EAST OF BENCH MARK 480+00 405 (U.S.E.), AND IN THE TOP OF A
 AW3534'CONCRETE POST PROJECTING 2 INCHES.
 AW3534
 AW3534                          STATION RECOVERY (1964)
 AW3534
 AW3534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3535 ***********************************************************************
 AW3535  DESIGNATION -  480+00 405 R
 AW3535  PID         -  AW3535
 AW3535  STATE/COUNTY-  TX/HARRIS
 AW3535  USGS QUAD   -  HIGHLANDS (1995)
 AW3535
 AW3535                         *CURRENT SURVEY CONTROL
 AW3535  ___________________________________________________________________
 AW3535* NAD 83(1986)-  29 45 44.     (N)    095 04 56.     (W)     SCALED    
 AW3535* NAVD 88     -         0.21   (+/-2cm)       0.7    (feet)  VERTCON   
 AW3535  ___________________________________________________________________
 AW3535  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3535
 AW3535  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3535
 AW3535.The horizontal coordinates were scaled from a topographic map and have
 AW3535.an estimated accuracy of +/- 6 seconds.
 AW3535
 AW3535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3535.The vertical order pertains to the NGVD 29 superseded value.
 AW3535
 AW3535.The geoid height was determined by GEOID03.
 AW3535
 AW3535;                    North         East    Units  Estimated Accuracy
 AW3535;SPC TXSC     - 4,220,120.      978,800.      MT  (+/- 180 meters Scaled)
 AW3535
 AW3535                          SUPERSEDED SURVEY CONTROL
 AW3535
 AW3535  NGVD 29 (??/??/92)    0.211  (m)            0.69   (f) ADJ UNCH    1 2
 AW3535
 AW3535.Superseded values are not recommended for survey control.
 AW3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3535.See file dsdata.txt to determine how the superseded data were derived.
 AW3535
 AW3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN986942(NAD 83)
 AW3535_MARKER: DD = SURVEY DISK
 AW3535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3535_STAMPING: 480+00 405 R
 AW3535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3535+STABILITY: SURFACE MOTION
 AW3535
 AW3535  HISTORY     - Date     Condition        Report By
 AW3535  HISTORY     - UNK      MONUMENTED       USE
 AW3535  HISTORY     - 1959     GOOD             NGS
 AW3535  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3535  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW3535
 AW3535                          STATION DESCRIPTION
 AW3535
 AW3535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3535'0.1 MI W FROM LYNCHBURG.
 AW3535'ABOUT 0.1 MILE WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE FERRY
 AW3535'LANDING AT LYNCHBURG, ABOUT 400 FEET NORTHWEST OF A WHITE FRAME HOUSE,
 AW3535'90 FEET SOUTH OF THE HIGH WATER LINE ON THE SOUTH SHORE OF THE SHIP
 AW3535'CHANNEL, ON THE NORTH EDGE OF A POND, 2 1/2 FEET NORTH OF A 2 X 4-INCH
 AW3535'WITNESS POST, AND IN THE TOP OF A CONCRETE POST, POURED IN PLACE,
 AW3535'FLUSH WITH THE GROUND.  NOTE-- BELIEVED TO HAVE BEEN COVERED OVER BY
 AW3535'WATER.
 AW3535
 AW3535                          STATION RECOVERY (1964)
 AW3535
 AW3535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3535'MARK NOT FOUND.
 AW3535
 AW3535                          STATION RECOVERY (2004)
 AW3535
 AW3535'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0042 ***********************************************************************
 DM0042  DESIGNATION -  481
 DM0042  PID         -  DM0042
 DM0042  STATE/COUNTY-  TX/BOWIE
 DM0042  USGS QUAD   -  OGDEN (1975)
 DM0042
 DM0042                         *CURRENT SURVEY CONTROL
 DM0042  ___________________________________________________________________
 DM0042* NAD 83(1986)-  33 30 26.     (N)    094 02 48.     (W)     SCALED    
 DM0042* NAVD 88     -        83.347  (meters)     273.45   (feet)  ADJUSTED  
 DM0042  ___________________________________________________________________
 DM0042  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DM0042  DYNAMIC HT  -          83.258 (meters)     273.16  (feet)  COMP
 DM0042  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DM0042
 DM0042  VERT ORDER  -  FIRST     CLASS II
 DM0042
 DM0042.The horizontal coordinates were scaled from a topographic map and have
 DM0042.an estimated accuracy of +/- 6 seconds.
 DM0042
 DM0042.The orthometric height was determined by differential leveling
 DM0042.and adjusted by the National Geodetic Survey in June 1991..
 DM0042
 DM0042.The geoid height was determined by GEOID03.
 DM0042
 DM0042.The dynamic height is computed by dividing the NAVD 88
 DM0042.geopotential number by the normal gravity value computed on the
 DM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0042.degrees latitude (g = 980.6199 gals.).
 DM0042
 DM0042.The modeled gravity was interpolated from observed gravity values.
 DM0042
 DM0042;                    North         East    Units  Estimated Accuracy
 DM0042;SPC TXNC     - 2,212,870.    1,013,620.      MT  (+/- 180 meters Scaled)
 DM0042
 DM0042                          SUPERSEDED SURVEY CONTROL
 DM0042
 DM0042  NGVD 29 (??/??/92)   83.360  (m)          273.49   (f) ADJ UNCH    1 2
 DM0042
 DM0042.Superseded values are not recommended for survey control.
 DM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0042.See file dsdata.txt to determine how the superseded data were derived.
 DM0042
 DM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT027080(NAD 83)
 DM0042_MARKER: Z = SEE DESCRIPTION
 DM0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0042_SP_SET: FLANGE
 DM0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0042
 DM0042  HISTORY     - Date     Condition        Report By
 DM0042  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0042  HISTORY     - 1932     GOOD             NGS
 DM0042  HISTORY     - 19971025 GOOD             USPSQD
 DM0042
 DM0042                          STATION DESCRIPTION
 DM0042
 DM0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0042'5.5 MI S FROM OGDEN,ARK.
 DM0042'NEAR M.P. 481 6 FT EAST OF M.P. 481 40 FT EAST OF THE TRACK.
 DM0042
 DM0042                          STATION RECOVERY (1997)
 DM0042
 DM0042'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1427 ***********************************************************************
 AX1427  DESIGNATION -  481 SA USGS
 AX1427  PID         -  AX1427
 AX1427  STATE/COUNTY-  TX/FAYETTE
 AX1427  USGS QUAD   -  CISTERN (1981)
 AX1427
 AX1427                         *CURRENT SURVEY CONTROL
 AX1427  ___________________________________________________________________
 AX1427* NAD 83(1986)-  29 48 56.     (N)    097 13 06.     (W)     SCALED    
 AX1427* NAVD 88     -       144.28   (+/-2cm)     473.4    (feet)  VERTCON   
 AX1427  ___________________________________________________________________
 AX1427  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AX1427
 AX1427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1427
 AX1427.The horizontal coordinates were scaled from a topographic map and have
 AX1427.an estimated accuracy of +/- 6 seconds.
 AX1427
 AX1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1427.The vertical order pertains to the NGVD 29 superseded value.
 AX1427
 AX1427.The geoid height was determined by GEOID03.
 AX1427
 AX1427;                    North         East    Units  Estimated Accuracy
 AX1427;SPC TXSC     - 4,221,000.      772,200.      MT  (+/- 180 meters Scaled)
 AX1427
 AX1427                          SUPERSEDED SURVEY CONTROL
 AX1427
 AX1427  NGVD 29 (??/??/92)  144.23   (m)          473.2    (f) COMPUTED    2 0
 AX1427
 AX1427.Superseded values are not recommended for survey control.
 AX1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1427.See file dsdata.txt to determine how the superseded data were derived.
 AX1427
 AX1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT721996(NAD 83)
 AX1427_MARKER: P = PIPE CAP
 AX1427_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1427_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1427_STAMPING: 481 SA
 AX1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1427
 AX1427  HISTORY     - Date     Condition        Report By
 AX1427  HISTORY     - UNK      MONUMENTED       USGS
 AX1427  HISTORY     - 1943     GOOD             NGS
 AX1427  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1427
 AX1427                          STATION DESCRIPTION
 AX1427
 AX1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1427'IN CISTERN.
 AX1427'AT CISTERN, FAYETTE COUNTY, AT THE ROAD INTERSECTION, 111 FEET SOUTH
 AX1427'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 7 FEET NORTH OF A FENCE
 AX1427'CORNER, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 AX1427'HIGHER THAN THE NORTH-AND-SOUTH ROAD.  A UNITED STATES GEOLOGICAL
 AX1427'SURVEY STANDARD CAP 481 SA AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 AX1427'PIPE.
 AX1427
 AX1427                          STATION RECOVERY (1997)
 AX1427
 AX1427'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0127 ***********************************************************************
 DM0127  DESIGNATION -  482
 DM0127  PID         -  DM0127
 DM0127  STATE/COUNTY-  TX/BOWIE
 DM0127  USGS QUAD   -  TEXARKANA (1975)
 DM0127
 DM0127                         *CURRENT SURVEY CONTROL
 DM0127  ___________________________________________________________________
 DM0127* NAD 83(1986)-  33 29 26.     (N)    094 02 50.     (W)     SCALED    
 DM0127* NAVD 88     -        92.120  (meters)     302.23   (feet)  ADJUSTED  
 DM0127  ___________________________________________________________________
 DM0127  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DM0127  DYNAMIC HT  -          92.022 (meters)     301.91  (feet)  COMP
 DM0127  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 DM0127
 DM0127  VERT ORDER  -  FIRST     CLASS II
 DM0127
 DM0127.The horizontal coordinates were scaled from a topographic map and have
 DM0127.an estimated accuracy of +/- 6 seconds.
 DM0127
 DM0127.The orthometric height was determined by differential leveling
 DM0127.and adjusted by the National Geodetic Survey in June 1991..
 DM0127
 DM0127.The geoid height was determined by GEOID03.
 DM0127
 DM0127.The dynamic height is computed by dividing the NAVD 88
 DM0127.geopotential number by the normal gravity value computed on the
 DM0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0127.degrees latitude (g = 980.6199 gals.).
 DM0127
 DM0127.The modeled gravity was interpolated from observed gravity values.
 DM0127
 DM0127;                    North         East    Units  Estimated Accuracy
 DM0127;SPC TXNC     - 2,211,020.    1,013,640.      MT  (+/- 180 meters Scaled)
 DM0127
 DM0127                          SUPERSEDED SURVEY CONTROL
 DM0127
 DM0127  NGVD 29 (??/??/92)   92.135  (m)          302.28   (f) ADJ UNCH    1 2
 DM0127
 DM0127.Superseded values are not recommended for survey control.
 DM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0127.See file dsdata.txt to determine how the superseded data were derived.
 DM0127
 DM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT027061(NAD 83)
 DM0127_MARKER: Z = SEE DESCRIPTION
 DM0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0127_SP_SET: FLANGE
 DM0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0127
 DM0127  HISTORY     - Date     Condition        Report By
 DM0127  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0127  HISTORY     - 1932     GOOD             NGS
 DM0127  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0127  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0127
 DM0127                          STATION DESCRIPTION
 DM0127
 DM0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0127'5.9 MI N FROM TEXARKANA.
 DM0127'5.9 MILES NORTH BY RAILROAD 40 FT EAST OF THE TRACK 7 FT EAST OF THE
 DM0127'4TH POLE SOUTH OF M.P. 482.
 DM0127
 DM0127                          STATION RECOVERY (1985)
 DM0127
 DM0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0127'MARK NOT FOUND.
 DM0127
 DM0127                          STATION RECOVERY (1997)
 DM0127
 DM0127'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0130 ***********************************************************************
 DM0130  DESIGNATION -  482 1/2
 DM0130  PID         -  DM0130
 DM0130  STATE/COUNTY-  TX/BOWIE
 DM0130  USGS QUAD   -  TEXARKANA (1975)
 DM0130
 DM0130                         *CURRENT SURVEY CONTROL
 DM0130  ___________________________________________________________________
 DM0130* NAD 83(1986)-  33 29 04.     (N)    094 02 52.     (W)     SCALED    
 DM0130* NAVD 88     -        94.322  (meters)     309.45   (feet)  ADJUSTED  
 DM0130  ___________________________________________________________________
 DM0130  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DM0130  DYNAMIC HT  -          94.222 (meters)     309.13  (feet)  COMP
 DM0130  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 DM0130
 DM0130  VERT ORDER  -  FIRST     CLASS II
 DM0130
 DM0130.The horizontal coordinates were scaled from a topographic map and have
 DM0130.an estimated accuracy of +/- 6 seconds.
 DM0130
 DM0130.The orthometric height was determined by differential leveling
 DM0130.and adjusted by the National Geodetic Survey in June 1991..
 DM0130
 DM0130.The geoid height was determined by GEOID03.
 DM0130
 DM0130.The dynamic height is computed by dividing the NAVD 88
 DM0130.geopotential number by the normal gravity value computed on the
 DM0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0130.degrees latitude (g = 980.6199 gals.).
 DM0130
 DM0130.The modeled gravity was interpolated from observed gravity values.
 DM0130
 DM0130;                    North         East    Units  Estimated Accuracy
 DM0130;SPC TXNC     - 2,210,340.    1,013,620.      MT  (+/- 180 meters Scaled)
 DM0130
 DM0130                          SUPERSEDED SURVEY CONTROL
 DM0130
 DM0130  NGVD 29 (??/??/92)   94.337  (m)          309.50   (f) ADJ UNCH    1 2
 DM0130
 DM0130.Superseded values are not recommended for survey control.
 DM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0130.See file dsdata.txt to determine how the superseded data were derived.
 DM0130
 DM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT026054(NAD 83)
 DM0130_MARKER: Q = CHISELED SQUARE
 DM0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0130_SP_SET: CULVERT
 DM0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0130
 DM0130  HISTORY     - Date     Condition        Report By
 DM0130  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0130  HISTORY     - 1932     GOOD             NGS
 DM0130  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0130  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0130
 DM0130                          STATION DESCRIPTION
 DM0130
 DM0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0130'5.5 MI N FROM TEXARKANA.
 DM0130'5.5 MILES NORTH BY RAILROAD CHISLED SQUARE ON THE NORTHEAST CORNER OF
 DM0130'THE EAST HEADWALL OF CONCRETE CULVERT 1/2 MILE SOUTH OF MILEPOST 482.
 DM0130
 DM0130                          STATION RECOVERY (1985)
 DM0130
 DM0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0130'MARK NOT FOUND.
 DM0130
 DM0130                          STATION RECOVERY (1997)
 DM0130
 DM0130'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0837 ***********************************************************************
 CR0837  DESIGNATION -  483
 CR0837  PID         -  CR0837
 CR0837  STATE/COUNTY-  TX/RAINS
 CR0837  USGS QUAD   -  EMORY SOUTH (1980)
 CR0837
 CR0837                         *CURRENT SURVEY CONTROL
 CR0837  ___________________________________________________________________
 CR0837* NAD 83(1986)-  32 52 29.     (N)    095 45 54.     (W)     SCALED    
 CR0837* NAVD 88     -       147.239  (meters)     483.07   (feet)  ADJUSTED  
 CR0837  ___________________________________________________________________
 CR0837  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0837  DYNAMIC HT  -         147.075 (meters)     482.53  (feet)  COMP
 CR0837  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 CR0837
 CR0837  VERT ORDER  -  FIRST     CLASS II
 CR0837
 CR0837.The horizontal coordinates were scaled from a topographic map and have
 CR0837.an estimated accuracy of +/- 6 seconds.
 CR0837
 CR0837.The orthometric height was determined by differential leveling
 CR0837.and adjusted by the National Geodetic Survey in June 1991..
 CR0837
 CR0837.The geoid height was determined by GEOID03.
 CR0837
 CR0837.The dynamic height is computed by dividing the NAVD 88
 CR0837.geopotential number by the normal gravity value computed on the
 CR0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0837.degrees latitude (g = 980.6199 gals.).
 CR0837
 CR0837.The modeled gravity was interpolated from observed gravity values.
 CR0837
 CR0837;                    North         East    Units  Estimated Accuracy
 CR0837;SPC TXNC     - 2,137,290.      855,900.      MT  (+/- 180 meters Scaled)
 CR0837
 CR0837                          SUPERSEDED SURVEY CONTROL
 CR0837
 CR0837  NGVD 29 (??/??/92)  147.256  (m)          483.12   (f) ADJ UNCH    1 2
 CR0837
 CR0837.Superseded values are not recommended for survey control.
 CR0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0837.See file dsdata.txt to determine how the superseded data were derived.
 CR0837
 CR0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS412407(NAD 83)
 CR0837_MARKER: DD = SURVEY DISK
 CR0837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0837_SP_SET: STEP
 CR0837_STAMPING: 483
 CR0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0837
 CR0837  HISTORY     - Date     Condition        Report By
 CR0837  HISTORY     - UNK      MONUMENTED       USGS
 CR0837  HISTORY     - 1959     GOOD             NGS
 CR0837  HISTORY     - 19950807 GOOD             USPSQD
 CR0837
 CR0837                          STATION DESCRIPTION
 CR0837
 CR0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0837'IN EMORY.
 CR0837'AT EMORY, AT THE NORTHWEST ENTRANCE TO THE RAINS COUNTY COURTHOUSE, IN
 CR0837'THE TOP OF THE SOUTHWEST END OF THE 3RD CONCRETE STEP ABOVE THE
 CR0837'SIDEWALK, AND 0.3 FEET NORTHWEST OF THE FACE OF THE BUILDING.
 CR0837
 CR0837                          STATION RECOVERY (1995)
 CR0837
 CR0837'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0131 ***********************************************************************
 DM0131  DESIGNATION -  483 1/2
 DM0131  PID         -  DM0131
 DM0131  STATE/COUNTY-  TX/BOWIE
 DM0131  USGS QUAD   -  TEXARKANA (1975)
 DM0131
 DM0131                         *CURRENT SURVEY CONTROL
 DM0131  ___________________________________________________________________
 DM0131* NAD 83(1986)-  33 28 21.     (N)    094 02 58.     (W)     SCALED    
 DM0131* NAVD 88     -       102.622  (meters)     336.69   (feet)  ADJUSTED  
 DM0131  ___________________________________________________________________
 DM0131  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM0131  DYNAMIC HT  -         102.513 (meters)     336.33  (feet)  COMP
 DM0131  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 DM0131
 DM0131  VERT ORDER  -  FIRST     CLASS II
 DM0131
 DM0131.The horizontal coordinates were scaled from a topographic map and have
 DM0131.an estimated accuracy of +/- 6 seconds.
 DM0131
 DM0131.The orthometric height was determined by differential leveling
 DM0131.and adjusted by the National Geodetic Survey in June 1991..
 DM0131
 DM0131.The geoid height was determined by GEOID03.
 DM0131
 DM0131.The dynamic height is computed by dividing the NAVD 88
 DM0131.geopotential number by the normal gravity value computed on the
 DM0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0131.degrees latitude (g = 980.6199 gals.).
 DM0131
 DM0131.The modeled gravity was interpolated from observed gravity values.
 DM0131
 DM0131;                    North         East    Units  Estimated Accuracy
 DM0131;SPC TXNC     - 2,209,010.    1,013,520.      MT  (+/- 180 meters Scaled)
 DM0131
 DM0131                          SUPERSEDED SURVEY CONTROL
 DM0131
 DM0131  NGVD 29 (??/??/92)  102.638  (m)          336.74   (f) ADJ UNCH    1 2
 DM0131
 DM0131.Superseded values are not recommended for survey control.
 DM0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0131.See file dsdata.txt to determine how the superseded data were derived.
 DM0131
 DM0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT024041(NAD 83)
 DM0131_MARKER: Q = CHISELED SQUARE
 DM0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0131_SP_SET: BRIDGE
 DM0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0131
 DM0131  HISTORY     - Date     Condition        Report By
 DM0131  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0131  HISTORY     - 1932     GOOD             NGS
 DM0131  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0131  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0131
 DM0131                          STATION DESCRIPTION
 DM0131
 DM0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0131'4.6 MI N FROM TEXARKANA.
 DM0131'4.6 MILES NORTH BY RAILROAD CHISLED SQUARE ON THE NORTHEAST CORNER OF
 DM0131'THE PARAPET WALL OF THE SOUTH ABUTMENT OF BRIDGE A-484.
 DM0131
 DM0131                          STATION RECOVERY (1985)
 DM0131
 DM0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0131'MARK NOT FOUND.
 DM0131
 DM0131                          STATION RECOVERY (1997)
 DM0131
 DM0131'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0132 ***********************************************************************
 DM0132  DESIGNATION -  484
 DM0132  PID         -  DM0132
 DM0132  STATE/COUNTY-  TX/BOWIE
 DM0132  USGS QUAD   -  TEXARKANA (1975)
 DM0132
 DM0132                         *CURRENT SURVEY CONTROL
 DM0132  ___________________________________________________________________
 DM0132* NAD 83(1986)-  33 27 47.     (N)    094 03 08.     (W)     SCALED    
 DM0132* NAVD 88     -       108.212  (meters)     355.03   (feet)  ADJUSTED  
 DM0132  ___________________________________________________________________
 DM0132  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM0132  DYNAMIC HT  -         108.098 (meters)     354.65  (feet)  COMP
 DM0132  MODELED GRAV-     979,575.7   (mgal)                       NAVD 88
 DM0132
 DM0132  VERT ORDER  -  FIRST     CLASS II
 DM0132
 DM0132.The horizontal coordinates were scaled from a topographic map and have
 DM0132.an estimated accuracy of +/- 6 seconds.
 DM0132
 DM0132.The orthometric height was determined by differential leveling
 DM0132.and adjusted by the National Geodetic Survey in June 1991..
 DM0132
 DM0132.The geoid height was determined by GEOID03.
 DM0132
 DM0132.The dynamic height is computed by dividing the NAVD 88
 DM0132.geopotential number by the normal gravity value computed on the
 DM0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0132.degrees latitude (g = 980.6199 gals.).
 DM0132
 DM0132.The modeled gravity was interpolated from observed gravity values.
 DM0132
 DM0132;                    North         East    Units  Estimated Accuracy
 DM0132;SPC TXNC     - 2,207,950.    1,013,310.      MT  (+/- 180 meters Scaled)
 DM0132
 DM0132                          SUPERSEDED SURVEY CONTROL
 DM0132
 DM0132  NGVD 29 (??/??/92)  108.229  (m)          355.08   (f) ADJ UNCH    1 2
 DM0132
 DM0132.Superseded values are not recommended for survey control.
 DM0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0132.See file dsdata.txt to determine how the superseded data were derived.
 DM0132
 DM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT022031(NAD 83)
 DM0132_MARKER: Z = SEE DESCRIPTION
 DM0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0132_SP_SET: RAIL END
 DM0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0132
 DM0132  HISTORY     - Date     Condition        Report By
 DM0132  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0132  HISTORY     - 1932     GOOD             NGS
 DM0132  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0132  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0132
 DM0132                          STATION DESCRIPTION
 DM0132
 DM0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0132'4.0 MI N FROM TEXARKANA.
 DM0132'4.0 MILES NORTH BY RAILROAD NEAR M.P. 484 20 FT EAST OF M.P. 484 45 FT
 DM0132'EAST OF THE TRACK.
 DM0132
 DM0132                          STATION RECOVERY (1985)
 DM0132
 DM0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0132'MARK NOT FOUND.
 DM0132
 DM0132                          STATION RECOVERY (1997)
 DM0132
 DM0132'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0457 ***********************************************************************
 BA0457  DESIGNATION -  4849=TURNEY PEAK
 BA0457  PID         -  BA0457
 BA0457  STATE/COUNTY-  TX/BREWSTER
 BA0457  USGS QUAD   -  MC KINNEY MOUNTAIN (1983)
 BA0457
 BA0457                         *CURRENT SURVEY CONTROL
 BA0457  ___________________________________________________________________
 BA0457* NAD 83(1993)-  29 51 02.54962(N)    103 46 43.87124(W)     ADJUSTED  
 BA0457* NAVD 88     -      1478.     (meters)    4849.     (feet)  SCALED    
 BA0457  ___________________________________________________________________
 BA0457  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BA0457  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BA0457
 BA0457  HORZ ORDER  -  SECOND
 BA0457
 BA0457.The horizontal coordinates were established by classical geodetic methods
 BA0457.and adjusted by the National Geodetic Survey in February 1996..
 BA0457
 BA0457.The orthometric height was scaled from a topographic map.
 BA0457
 BA0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0457
 BA0457.The geoid height was determined by GEOID03.
 BA0457
 BA0457;                    North         East     Units Scale Factor Converg.
 BA0457;SPC TXSC     - 4,233,013.692   138,390.624   MT  0.99990364   -2 20 28.4
 BA0457;SPC TXSC     -13,887,812.42    454,036.57   sFT  0.99990364   -2 20 28.4
 BA0457;UTM  13      - 3,302,868.530   617,957.217   MT  0.99977167   +0 36 28.4
 BA0457
 BA0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0457!SPC TXSC     -   0.99977125  x   0.99990364  =   0.99967491
 BA0457!UTM  13      -   0.99977125  x   0.99977167  =   0.99954297
 BA0457
 BA0457:                Primary Azimuth Mark                     Grid Az
 BA0457:SPC TXSC     -  TURNEY PEAK AZ MK                        115 45 28.6
 BA0457:UTM  13      -  TURNEY PEAK AZ MK                        112 48 31.8
 BA0457
 BA0457|---------------------------------------------------------------------|
 BA0457| PID    Reference Object                     Distance      Geod. Az  |
 BA0457|                                                           dddmmss.s |
 BA0457| CH9810 TURNEY PEAK AZ MK                                  1132500.2 |
 BA0457| CH9811 TURNEY PEAK RM 1                      5.512 METERS 20558     |
 BA0457| CH9812 TURNEY PEAK RM 2                      4.163 METERS 28529     |
 BA0457|---------------------------------------------------------------------|
 BA0457
 BA0457                          SUPERSEDED SURVEY CONTROL
 BA0457
 BA0457  NAD 83(1986)-  29 51 02.54473(N)    103 46 43.86954(W) AD(       ) 2
 BA0457  NAD 27      -  29 51 01.92000(N)    103 46 42.21400(W) AD(       ) 2
 BA0457
 BA0457.Superseded values are not recommended for survey control.
 BA0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0457.See file dsdata.txt to determine how the superseded data were derived.
 BA0457
 BA0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP1795702869(NAD 83)
 BA0457_MARKER: DB = BENCH MARK DISK
 BA0457_SETTING: 66 = SET IN ROCK OUTCROP
 BA0457
 BA0457  HISTORY     - Date     Condition        Report By
 BA0457  HISTORY     - 1943     MONUMENTED       USGS
 BA0457
 BA0457                          STATION DESCRIPTION
 BA0457
 BA0457'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (EHB)
 BA0457'A STATION ON THE U.S. GEOLOGICAL SURVEY ON THE S AND HIGHEST
 BA0457'PEAK OF SEVERAL YELLOW PEAKS OF TURNEY MOUNTAIN, LYING ABOUT
 BA0457'37 MILES S OF ALPINE, 35 MILES SSE OF MARFA AND 32 MILES
 BA0457'E OF SHAFTER.  IT IS ABOUT 2 MILES W OF THE 02 RANCH HEADQUARTERS
 BA0457'AND 1-1/2 MILES NE OF MC KINNEY MOUNTAIN, A BROAD MESA THAT
 BA0457'IS ABOUT 150 FEET HIGHER THAN THE STATION.
 BA0457'
 BA0457'STATION IS MARKED BY A BRONZE U.S. GEOLOGICAL SURVEY BENCH
 BA0457'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BA0457'THE DISK IS STAMPED WITH THE ELEVATION 4849, AND IS ABOUT
 BA0457'8 INCHES ABOVE THE GROUND.
 BA0457'
 BA0457'REFERENCE MARK NO. 1 IS WNW OF THE STATION AND ABOUT 5 FEET
 BA0457'LOWER.  IT IS A BRONZE REFERENCE MARK DISK, STAMPED TURNEY
 BA0457'OK. NO. 1 1943, CEMENTED IN A DRILL HOLE IN OUTCROPING BEDROCK.
 BA0457'
 BA0457'REFERENCE MARK NO. 2 IS SW OF THE STATION AND ABOUT 2 FEET
 BA0457'LOWER.  IT IS A BRONZE REFERENCE MARK DISK, STAMPED TURNEY
 BA0457'PK. NO. 2 1943, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BA0457'
 BA0457'THE AZIMUTH MARK IS ESE OF THE STATION, NEAR THE FOOT OF
 BA0457'THE PEAK, ON THE SMALL, LOW, ROUND MESA MENTIONED BELOW.
 BA0457'IT IS ABOUT 150 YARDS S OF THE POINT OF THE HIGH MESA.  MARK
 BA0457'IS A BRONZE AZIMUTH MARK DISK, STAMPED TURNEY PK. U.S.G.S.
 BA0457'1942, CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP ON THE
 BA0457'W SIDE OF THE MESA.
 BA0457'
 BA0457'TO REACH FROM ALPINE, GO S ON THE TERLINGUA ROAD 35.3 MILES
 BA0457'TO THE 02 RANCH MAIL BOX AND A ROAD FORK TO THE RIGHT.  TAKE
 BA0457'THE RIGHT FORK AND FOLLOW BLADED ROAD SW 12.2 MILES TOWARD
 BA0457'THE 02 RANCH HOUSE.  JUST BEFORE REACHING RANCH HOUSE TURN
 BA0457'RIGHT AROUND THE E SIDE OF THE CORRALS AND HOUSE 0.2 MILE
 BA0457'TO GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD 0.15 MILE,
 BA0457'CROSS STREAM, AND CONTINUE WSW CROSS-COUNTRY ALONG N SIDE OF
 BA0457'FENCE LINE 0.9 MILE TO END OF TRUCK TRAVEL.  LEAVE TRUCK,
 BA0457'CORSS FENCE AND PACK AROUND S SIDE OF POINT OF HIGH MESA,
 BA0457'KEEPING BETWEEN THE POINT AND A LOW RIDGE TO THE LEFT, ABOUT
 BA0457'1/2 MILE TO A LOW ROUND MESA.  FROM HERE BEAR SW TO RIDGE
 BA0457'AND UP SLOPE TO HIGHEST POINT AND THE STATION.  A 1-HOUR
 BA0457'PACK.
 BA0457'
 BA0457'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BA0457'
 BA0457'NOTE-- MARKS WERE SET FOR THIS STATION IN 1942 AND STAMPED
 BA0457'WITH THAT YEAR.  UPON OCCUPATION THE REFERENCE MARKS WERE
 BA0457'CHANGED TO 1943.  THE AZIMUTH MARK IS STAMPED 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0133 ***********************************************************************
 DM0133  DESIGNATION -  485 A
 DM0133  PID         -  DM0133
 DM0133  STATE/COUNTY-  TX/BOWIE
 DM0133  USGS QUAD   -  TEXARKANA (1975)
 DM0133
 DM0133                         *CURRENT SURVEY CONTROL
 DM0133  ___________________________________________________________________
 DM0133* NAD 83(1986)-  33 26 48.     (N)    094 03 24.     (W)     SCALED    
 DM0133* NAVD 88     -        97.862  (meters)     321.07   (feet)  ADJUSTED  
 DM0133  ___________________________________________________________________
 DM0133  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM0133  DYNAMIC HT  -          97.758 (meters)     320.73  (feet)  COMP
 DM0133  MODELED GRAV-     979,574.5   (mgal)                       NAVD 88
 DM0133
 DM0133  VERT ORDER  -  FIRST     CLASS II
 DM0133
 DM0133.The horizontal coordinates were scaled from a topographic map and have
 DM0133.an estimated accuracy of +/- 6 seconds.
 DM0133
 DM0133.The orthometric height was determined by differential leveling
 DM0133.and adjusted by the National Geodetic Survey in June 1991..
 DM0133
 DM0133.The geoid height was determined by GEOID03.
 DM0133
 DM0133.The dynamic height is computed by dividing the NAVD 88
 DM0133.geopotential number by the normal gravity value computed on the
 DM0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0133.degrees latitude (g = 980.6199 gals.).
 DM0133
 DM0133.The modeled gravity was interpolated from observed gravity values.
 DM0133
 DM0133;                    North         East    Units  Estimated Accuracy
 DM0133;SPC TXNC     - 2,206,120.    1,012,970.      MT  (+/- 180 meters Scaled)
 DM0133
 DM0133                          SUPERSEDED SURVEY CONTROL
 DM0133
 DM0133  NGVD 29 (??/??/92)   97.880  (m)          321.13   (f) ADJ UNCH    1 2
 DM0133
 DM0133.Superseded values are not recommended for survey control.
 DM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0133.See file dsdata.txt to determine how the superseded data were derived.
 DM0133
 DM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT017013(NAD 83)
 DM0133_MARKER: Q = CHISELED SQUARE
 DM0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0133_SP_SET: CULVERT
 DM0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0133
 DM0133  HISTORY     - Date     Condition        Report By
 DM0133  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0133  HISTORY     - 1962     GOOD             NGS
 DM0133  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0133  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0133
 DM0133                          STATION DESCRIPTION
 DM0133
 DM0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DM0133'2.8 MI N FROM TEXARKANA.
 DM0133'2.8 MILES NORTH BY RAILROAD LOCATED ON THE NORTHEAST CORNER OF THE
 DM0133'EAST HEADWALL OF A CULVERT.  960 FEET SOUTH OF MILEPOST 485.
 DM0133
 DM0133                          STATION RECOVERY (1985)
 DM0133
 DM0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0133'MARK NOT FOUND.
 DM0133
 DM0133                          STATION RECOVERY (1997)
 DM0133
 DM0133'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0134 ***********************************************************************
 DM0134  DESIGNATION -  485 B
 DM0134  PID         -  DM0134
 DM0134  STATE/COUNTY-  TX/BOWIE
 DM0134  USGS QUAD   -  TEXARKANA (1975)
 DM0134
 DM0134                         *CURRENT SURVEY CONTROL
 DM0134  ___________________________________________________________________
 DM0134* NAD 83(1986)-  33 26 36.     (N)    094 03 25.     (W)     SCALED    
 DM0134* NAVD 88     -        95.250  (meters)     312.50   (feet)  ADJUSTED  
 DM0134  ___________________________________________________________________
 DM0134  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM0134  DYNAMIC HT  -          95.149 (meters)     312.17  (feet)  COMP
 DM0134  MODELED GRAV-     979,574.3   (mgal)                       NAVD 88
 DM0134
 DM0134  VERT ORDER  -  FIRST     CLASS II
 DM0134
 DM0134.The horizontal coordinates were scaled from a topographic map and have
 DM0134.an estimated accuracy of +/- 6 seconds.
 DM0134
 DM0134.The orthometric height was determined by differential leveling
 DM0134.and adjusted by the National Geodetic Survey in June 1991..
 DM0134
 DM0134.The geoid height was determined by GEOID03.
 DM0134
 DM0134.The dynamic height is computed by dividing the NAVD 88
 DM0134.geopotential number by the normal gravity value computed on the
 DM0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0134.degrees latitude (g = 980.6199 gals.).
 DM0134
 DM0134.The modeled gravity was interpolated from observed gravity values.
 DM0134
 DM0134;                    North         East    Units  Estimated Accuracy
 DM0134;SPC TXNC     - 2,205,750.    1,012,960.      MT  (+/- 180 meters Scaled)
 DM0134
 DM0134                          SUPERSEDED SURVEY CONTROL
 DM0134
 DM0134  NGVD 29 (??/??/92)   95.269  (m)          312.56   (f) ADJ UNCH    1 2
 DM0134
 DM0134.Superseded values are not recommended for survey control.
 DM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0134.See file dsdata.txt to determine how the superseded data were derived.
 DM0134
 DM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT017009(NAD 83)
 DM0134_MARKER: Q = CHISELED SQUARE
 DM0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0134_SP_SET: CULVERT
 DM0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0134
 DM0134  HISTORY     - Date     Condition        Report By
 DM0134  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0134  HISTORY     - 1932     GOOD             NGS
 DM0134  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0134  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0134
 DM0134                          STATION DESCRIPTION
 DM0134
 DM0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0134'2.6 MI N FROM TEXARKANA.
 DM0134'2.6 MILES NORTH BY RAILROAD LOCATED ON A CULVERT 2189 FEET SOUTH OF
 DM0134'MILEPOST 485.  ON THE NORTHEAST CORNER OF THE CULVERT.
 DM0134
 DM0134                          STATION RECOVERY (1985)
 DM0134
 DM0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0134'MARK NOT FOUND.
 DM0134
 DM0134                          STATION RECOVERY (1997)
 DM0134
 DM0134'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0588 ***********************************************************************
 CR0588  DESIGNATION -  485.0
 CR0588  PID         -  CR0588
 CR0588  STATE/COUNTY-  TX/HENDERSON
 CR0588  USGS QUAD   -  MALLARD HILL (1984)
 CR0588
 CR0588                         *CURRENT SURVEY CONTROL
 CR0588  ___________________________________________________________________
 CR0588* NAD 83(1986)-  32 08 36.     (N)    095 53 15.     (W)     SCALED    
 CR0588* NAVD 88     -       147.935  (meters)     485.35   (feet)  ADJUSTED  
 CR0588  ___________________________________________________________________
 CR0588  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0588  DYNAMIC HT  -         147.763 (meters)     484.79  (feet)  COMP
 CR0588  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CR0588
 CR0588  VERT ORDER  -  SECOND    CLASS 0
 CR0588
 CR0588.The horizontal coordinates were scaled from a topographic map and have
 CR0588.an estimated accuracy of +/- 6 seconds.
 CR0588
 CR0588.The orthometric height was determined by differential leveling
 CR0588.and adjusted by the National Geodetic Survey in June 1991..
 CR0588
 CR0588.The geoid height was determined by GEOID03.
 CR0588
 CR0588.The dynamic height is computed by dividing the NAVD 88
 CR0588.geopotential number by the normal gravity value computed on the
 CR0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0588.degrees latitude (g = 980.6199 gals.).
 CR0588
 CR0588.The modeled gravity was interpolated from observed gravity values.
 CR0588
 CR0588;                    North         East    Units  Estimated Accuracy
 CR0588;SPC TXNC     - 2,055,920.      846,450.      MT  (+/- 180 meters Scaled)
 CR0588
 CR0588                          SUPERSEDED SURVEY CONTROL
 CR0588
 CR0588  NGVD 29 (??/??/92)  147.939  (m)          485.36   (f) ADJ UNCH    2 0
 CR0588
 CR0588.Superseded values are not recommended for survey control.
 CR0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0588.See file dsdata.txt to determine how the superseded data were derived.
 CR0588
 CR0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR276599(NAD 83)
 CR0588_MARKER: N = NAIL
 CR0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0588_SP_SET: TREE
 CR0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0588
 CR0588  HISTORY     - Date     Condition        Report By
 CR0588  HISTORY     - UNK      MONUMENTED       USGS
 CR0588  HISTORY     - 1947     GOOD             NGS
 CR0588  HISTORY     - 19951126 MARK NOT FOUND   USPSQD
 CR0588  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0588
 CR0588                          STATION DESCRIPTION
 CR0588
 CR0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0588'5.3 MI SW FROM ATHENS.
 CR0588'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 AND 4.1 MILES SOUTHWEST
 CR0588'ALONG FARM HIGHWAY NO. 59 FROM THE COURT HOUSE AT ATHENS, AT THE
 CR0588'NORTHEAST EDGE OF A SMALL PROMINENT CLEARED KNOLL, AT THE JUNCTION OF
 CR0588'A SMALL DIRT ROAD LEADING SOUTHEAST INTO THE WOODS, 32.0 FEET
 CR0588'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 14.0 FEET NORTHEAST OF THE
 CR0588'CENTER OF A SMALL DIRT ROAD, THE HEAD OF A COPPER NAIL AND WASHER
 CR0588'DRIVEN IN THE SOUTHWEST ROOT OF AN 18-INCH OAK TREE, ABOUT THE SAME
 CR0588'ELEVATION AS THE HIGHWAY AND ABOUT 0.2 FOOT ABOVE THE GROUND.
 CR0588
 CR0588                          STATION RECOVERY (1995)
 CR0588
 CR0588'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0588'MARK NOT FOUND.
 CR0588
 CR0588                          STATION RECOVERY (2004)
 CR0588
 CR0588'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0277 ***********************************************************************
 AW0277  DESIGNATION -  4858 0407
 AW0277  PID         -  AW0277
 AW0277  STATE/COUNTY-  TX/HARRIS
 AW0277  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0277
 AW0277                         *CURRENT SURVEY CONTROL
 AW0277  ___________________________________________________________________
 AW0277* NAD 83(1986)-  29 47 03.     (N)    095 36 23.     (W)     SCALED    
 AW0277* NAVD 88     -        25.47   (+/-2cm)      83.6    (feet)  VERTCON   
 AW0277  ___________________________________________________________________
 AW0277  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW0277
 AW0277  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0277
 AW0277.The horizontal coordinates were scaled from a topographic map and have
 AW0277.an estimated accuracy of +/- 6 seconds.
 AW0277
 AW0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0277.The vertical order pertains to the NGVD 29 superseded value.
 AW0277
 AW0277.The geoid height was determined by GEOID03.
 AW0277
 AW0277;                    North         East    Units  Estimated Accuracy
 AW0277;SPC TXSC     - 4,220,970.      928,060.      MT  (+/- 180 meters Scaled)
 AW0277
 AW0277                          SUPERSEDED SURVEY CONTROL
 AW0277
 AW0277  NGVD 29 (??/??/??)   25.459  (m)           83.53   (f) ADJUSTED    1 1
 AW0277
 AW0277.Superseded values are not recommended for survey control.
 AW0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0277.See file dsdata.txt to determine how the superseded data were derived.
 AW0277
 AW0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN480977(NAD 83)
 AW0277_MARKER: DD = SURVEY DISK
 AW0277_SETTING: 0 = UNSPECIFIED SETTING
 AW0277_STAMPING: 4858/0407
 AW0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0277
 AW0277  HISTORY     - Date     Condition        Report By
 AW0277  HISTORY     - UNK      MONUMENTED       TX3280
 AW0277  HISTORY     - 1973     GOOD             NGS
 AW0277  HISTORY     - 1976     GOOD             NGS
 AW0277  HISTORY     - 1978     GOOD             NGS
 AW0277  HISTORY     - 1983     GOOD             NGS
 AW0277  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0277  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0277  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0277
 AW0277                          STATION DESCRIPTION
 AW0277
 AW0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0277'2.30 MI E FROM ADDICKS.
 AW0277'ABOUT 2.25 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0277'THE RAILROAD OVERPASS OVER STATE HIGHWAY 6, THENCE ABOUT 0.05 MILE
 AW0277'SOUTH OF DAIRY-ASHFORD RD., ABOUT 24.3 FEET NORTH OF THE CENTER LINE
 AW0277'OF THE EASTBOUND ACCESS ROAD, 21.8 FEET EAST OF THE CENTER LINE OF THE
 AW0277'NORTHBOUND LANES OF DAIRY-ASHFORD RD., 42 FEET SOUTH OF THE FIRST ROW
 AW0277'OF PILLARS EAST OF DAIRY-ASHFORD RD. AND THE MOST SOUTHERNLY PILLAR OF
 AW0277'6 CONCRETE PILLARS, 15 1/2 FEET SOUTHEAST OF A MANHOLE COVER, ABOUT
 AW0277'0.3 FOOT BELOW THE LEVEL OF THE GROUND.
 AW0277
 AW0277                          STATION RECOVERY (1976)
 AW0277
 AW0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0277'RECOVERED IN GOOD CONDITION.
 AW0277
 AW0277                          STATION RECOVERY (1978)
 AW0277
 AW0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0277'RECOVERED IN GOOD CONDITION.
 AW0277
 AW0277                          STATION RECOVERY (1983)
 AW0277
 AW0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0277'RECOVERED IN GOOD CONDITION.
 AW0277
 AW0277                          STATION RECOVERY (1986)
 AW0277
 AW0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0277'THERE IS A NEW SDIDEWALK AT THIS SITE.
 AW0277
 AW0277                          STATION RECOVERY (1989)
 AW0277
 AW0277'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0277'MARK NOT FOUND.
 AW0277
 AW0277                          STATION RECOVERY (2004)
 AW0277
 AW0277'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0343 ***********************************************************************
 AW0343  DESIGNATION -  4858 1007 C OF H
 AW0343  PID         -  AW0343
 AW0343  STATE/COUNTY-  TX/HARRIS
 AW0343  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0343
 AW0343                         *CURRENT SURVEY CONTROL
 AW0343  ___________________________________________________________________
 AW0343* NAD 83(1986)-  29 47 03.     (N)    095 35 24.     (W)     SCALED    
 AW0343* NAVD 88     -        27.81   (+/-2cm)      91.2    (feet)  VERTCON   
 AW0343  ___________________________________________________________________
 AW0343  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW0343
 AW0343  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0343
 AW0343.The horizontal coordinates were scaled from a topographic map and have
 AW0343.an estimated accuracy of +/- 6 seconds.
 AW0343
 AW0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0343.The vertical order pertains to the NGVD 29 superseded value.
 AW0343
 AW0343.The geoid height was determined by GEOID03.
 AW0343
 AW0343;                    North         East    Units  Estimated Accuracy
 AW0343;SPC TXSC     - 4,221,010.      929,650.      MT  (+/- 180 meters Scaled)
 AW0343
 AW0343                          SUPERSEDED SURVEY CONTROL
 AW0343
 AW0343  NGVD 29 (??/??/92)   27.807  (m)           91.23   (f) ADJ UNCH    1 1
 AW0343
 AW0343.Superseded values are not recommended for survey control.
 AW0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0343.See file dsdata.txt to determine how the superseded data were derived.
 AW0343
 AW0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN496976(NAD 83)
 AW0343_MARKER: DD = SURVEY DISK
 AW0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0343_STAMPING: 4858-1007
 AW0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0343+STABILITY: SURFACE MOTION
 AW0343
 AW0343  HISTORY     - Date     Condition        Report By
 AW0343  HISTORY     - UNK      MONUMENTED       TX3280
 AW0343  HISTORY     - 1973     GOOD             NGS
 AW0343  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0343  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0343  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0343
 AW0343                          STATION DESCRIPTION
 AW0343
 AW0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0343'3.3 MI E FROM ADDICKS.
 AW0343'ABOUT 3.2 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0343'RAILROAD OVERPASS OVER STATE HIGHWAY 6, THENCE 0.1 MILE SOUTH OF THE
 AW0343'MISSOURI-KANSAS-TEXAS RAILROAD TRACKS ON KIRKWOOD ST., 20 FEET SOUTH
 AW0343'OF THE CENTER LINE OF 3 LANES OF THE EASTBOUND ACCESS ROAD, 22 1/2
 AW0343'FEET EAST OF THE CENTER LINE OF KIRKWOOD ST. OF THE SOUTHBOUND LANES,
 AW0343'35.6 FEET WEST OF THE CENTER LINE OF THE NORTHBOUND LANES OF KIRKWOOD
 AW0343'ST., 1.7 FEET SOUTH OF THE NORTH CURB OF THE FIRST MEDIAN STRIP SOUTH
 AW0343'OF I-10, LOCATED IN BLOCK 4858 OF CITY SURVEY, SET IN THE TOP OF A
 AW0343'CONCRETE POST, AND ABOUT 0.4 FOOT BELOW THE LEVEL OF THE GROUND.
 AW0343
 AW0343                          STATION RECOVERY (1978)
 AW0343
 AW0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0343'NOT RECOVERED.  NOTE, MARK WAS SEARCHED FOR BUT NOT RECOVERED, THE
 AW0343'AREA DESCRIBED HAS BEEN COVERED WITH A SIDEWALK.
 AW0343
 AW0343                          STATION RECOVERY (1989)
 AW0343
 AW0343'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0343'MARK NOT FOUND.
 AW0343
 AW0343                          STATION RECOVERY (2004)
 AW0343
 AW0343'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0135 ***********************************************************************
 DM0135  DESIGNATION -  486
 DM0135  PID         -  DM0135
 DM0135  STATE/COUNTY-  TX/BOWIE
 DM0135  USGS QUAD   -  TEXARKANA (1975)
 DM0135
 DM0135                         *CURRENT SURVEY CONTROL
 DM0135  ___________________________________________________________________
 DM0135* NAD 83(1986)-  33 26 06.     (N)    094 03 27.     (W)     SCALED    
 DM0135* NAVD 88     -        91.664  (meters)     300.73   (feet)  ADJUSTED  
 DM0135  ___________________________________________________________________
 DM0135  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM0135  DYNAMIC HT  -          91.567 (meters)     300.42  (feet)  COMP
 DM0135  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DM0135
 DM0135  VERT ORDER  -  FIRST     CLASS II
 DM0135
 DM0135.The horizontal coordinates were scaled from a topographic map and have
 DM0135.an estimated accuracy of +/- 6 seconds.
 DM0135
 DM0135.The orthometric height was determined by differential leveling
 DM0135.and adjusted by the National Geodetic Survey in June 1991..
 DM0135
 DM0135.The geoid height was determined by GEOID03.
 DM0135
 DM0135.The dynamic height is computed by dividing the NAVD 88
 DM0135.geopotential number by the normal gravity value computed on the
 DM0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0135.degrees latitude (g = 980.6199 gals.).
 DM0135
 DM0135.The modeled gravity was interpolated from observed gravity values.
 DM0135
 DM0135;                    North         East    Units  Estimated Accuracy
 DM0135;SPC TXNC     - 2,204,830.    1,012,950.      MT  (+/- 180 meters Scaled)
 DM0135
 DM0135                          SUPERSEDED SURVEY CONTROL
 DM0135
 DM0135  NGVD 29 (??/??/92)   91.684  (m)          300.80   (f) ADJ UNCH    1 2
 DM0135
 DM0135.Superseded values are not recommended for survey control.
 DM0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0135.See file dsdata.txt to determine how the superseded data were derived.
 DM0135
 DM0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT016000(NAD 83)
 DM0135_MARKER: Z = SEE DESCRIPTION
 DM0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0135_SP_SET: RAILEND
 DM0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0135
 DM0135  HISTORY     - Date     Condition        Report By
 DM0135  HISTORY     - UNK      MONUMENTED       KCSRR
 DM0135  HISTORY     - 1932     GOOD             NGS
 DM0135  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0135  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0135
 DM0135                          STATION DESCRIPTION
 DM0135
 DM0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0135'2.0 MI N FROM TEXARKANA.
 DM0135'2.0 MILES NORTH BY RAILROAD NEAR M.P. 486 75 FT NORTHEAST OF M.P. 486
 DM0135'50 FT EAST OF THE TRACK.
 DM0135
 DM0135                          STATION RECOVERY (1985)
 DM0135
 DM0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0135'MARK NOT FOUND.
 DM0135
 DM0135                          STATION RECOVERY (1997)
 DM0135
 DM0135'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0217 ***********************************************************************
 AY0217  DESIGNATION -  488 USGS
 AY0217  PID         -  AY0217
 AY0217  STATE/COUNTY-  TX/WILSON
 AY0217  USGS QUAD   -  SASPAMCO (1973)
 AY0217
 AY0217                         *CURRENT SURVEY CONTROL
 AY0217  ___________________________________________________________________
 AY0217* NAD 83(1986)-  29 14 00.     (N)    098 17 52.     (W)     SCALED    
 AY0217* NAVD 88     -       146.615  (meters)     481.02   (feet)  ADJUSTED  
 AY0217  ___________________________________________________________________
 AY0217  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY0217  DYNAMIC HT  -         146.405 (meters)     480.33  (feet)  COMP
 AY0217  MODELED GRAV-     979,207.9   (mgal)                       NAVD 88
 AY0217
 AY0217  VERT ORDER  -  FIRST     CLASS II
 AY0217
 AY0217.The horizontal coordinates were scaled from a topographic map and have
 AY0217.an estimated accuracy of +/- 6 seconds.
 AY0217
 AY0217.The orthometric height was determined by differential leveling
 AY0217.and adjusted by the National Geodetic Survey in June 1991..
 AY0217
 AY0217.The geoid height was determined by GEOID03.
 AY0217
 AY0217.The dynamic height is computed by dividing the NAVD 88
 AY0217.geopotential number by the normal gravity value computed on the
 AY0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0217.degrees latitude (g = 980.6199 gals.).
 AY0217
 AY0217.The modeled gravity was interpolated from observed gravity values.
 AY0217
 AY0217;                    North         East    Units  Estimated Accuracy
 AY0217;SPC TXSC     - 4,155,360.      668,260.      MT  (+/- 180 meters Scaled)
 AY0217
 AY0217                          SUPERSEDED SURVEY CONTROL
 AY0217
 AY0217  NGVD 29 (??/??/92)  146.53   (m)          480.7    (f) COMPUTED    1 2
 AY0217
 AY0217.Superseded values are not recommended for survey control.
 AY0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0217.See file dsdata.txt to determine how the superseded data were derived.
 AY0217
 AY0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT682340(NAD 83)
 AY0217_MARKER: DD = SURVEY DISK
 AY0217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0217_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0217_STAMPING: 488 SA
 AY0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0217
 AY0217  HISTORY     - Date     Condition        Report By
 AY0217  HISTORY     - UNK      MONUMENTED       USGS
 AY0217  HISTORY     - 1943     GOOD             NGS
 AY0217  HISTORY     - 1957     MARK NOT FOUND   DOD
 AY0217  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0217
 AY0217                          STATION DESCRIPTION
 AY0217
 AY0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0217'IN SASPAMCO.
 AY0217'BENCH MARK IS ABOUT 135.0 FEET SOUTHEAST OF THE SOUTHEAST END OF THE
 AY0217'TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD STATION AT SASPAMCO,
 AY0217'AND ABOUT 39.0 FEET NORTHWEST OF THE FOURTH POLE (ABOUT 0.15 MILE)
 AY0217'NORTHWEST OF MILEPOST 18.  IT IS 25.0 FEET NORTHWEST OF THE CENTERLINE
 AY0217'OF A GRAVEL ROAD CROSSING THE RAILROAD, 16.5 FEET SOUTHWEST OF AND
 AY0217'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE MAIN TRACK, AND 3.5 FEET
 AY0217'NORTHWEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.8
 AY0217'FOOT.
 AY0217
 AY0217                          STATION RECOVERY (1957)
 AY0217
 AY0217'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0217'MARK NOT FOUND.
 AY0217
 AY0217                          STATION RECOVERY (1980)
 AY0217
 AY0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0217'SEARCHED FOR, NOT RECOVERED.  ALSO REPORTED NOT RECOVERED BY AMS IN
 AY0217'JANUARY, 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0341 ***********************************************************************
 DP0341  DESIGNATION -  4884+70
 DP0341  PID         -  DP0341
 DP0341  STATE/COUNTY-  TX/HALE
 DP0341  USGS QUAD   -  BARWISE (1968)
 DP0341
 DP0341                         *CURRENT SURVEY CONTROL
 DP0341  ___________________________________________________________________
 DP0341* NAD 83(1986)-  33 55 08.     (N)    101 34 26.     (W)     SCALED    
 DP0341* NAVD 88     -       988.164  (meters)    3242.00   (feet)  POSTED    
 DP0341  ___________________________________________________________________
 DP0341  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DP0341  DYNAMIC HT  -         986.900 (meters)    3237.85  (feet)  COMP
 DP0341  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 DP0341
 DP0341  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0341
 DP0341.The horizontal coordinates were scaled from a topographic map and have
 DP0341.an estimated accuracy of +/- 6 seconds.
 DP0341
 DP0341.The orthometric height was determined by differential leveling
 DP0341.and adjusted by the National Geodetic Survey in 1992..
 DP0341.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0341.rate of 1.1 thru 2.0 mm/km.
 DP0341
 DP0341.The geoid height was determined by GEOID03.
 DP0341
 DP0341.The dynamic height is computed by dividing the NAVD 88
 DP0341.geopotential number by the normal gravity value computed on the
 DP0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0341.degrees latitude (g = 980.6199 gals.).
 DP0341
 DP0341.The modeled gravity was interpolated from observed gravity values.
 DP0341
 DP0341;                    North         East    Units  Estimated Accuracy
 DP0341;SPC TXNC     - 2,253,920.      315,790.      MT  (+/- 180 meters Scaled)
 DP0341
 DP0341                          SUPERSEDED SURVEY CONTROL
 DP0341
 DP0341  NGVD 29 (??/??/92)  987.790  (m)         3240.77   (f) ADJ UNCH    1 2
 DP0341
 DP0341.Superseded values are not recommended for survey control.
 DP0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0341.See file dsdata.txt to determine how the superseded data were derived.
 DP0341
 DP0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC620561(NAD 83)
 DP0341_MARKER: Z = SEE DESCRIPTION
 DP0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0341_SP_SET: CONCRETE FILLED PIPE
 DP0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0341
 DP0341  HISTORY     - Date     Condition        Report By
 DP0341  HISTORY     - UNK      MONUMENTED       BNRR
 DP0341  HISTORY     - 1933     GOOD             NGS
 DP0341
 DP0341                          STATION DESCRIPTION
 DP0341
 DP0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DP0341'3.2 MI NE FROM PETERSBURG.
 DP0341'3.2 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0341'THE STATION AT PETERSBURG, HALE COUNTY, AT STATION 4884+70 (MILEAGE
 DP0341'329.6), ABOUT 50 FEET EAST OF THE TRACK, AND AT THE INTERSECTION OF A
 DP0341'PRIVATE FENCE AND THE RIGHT-OF-WAY FENCE.  THE TOP OF A
 DP0341'CONCRETE-FILLED PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2233 ***********************************************************************
 BY2233  DESIGNATION -  49 G
 BY2233  PID         -  BY2233
 BY2233  STATE/COUNTY-  TX/ANDERSON
 BY2233  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2233
 BY2233                         *CURRENT SURVEY CONTROL
 BY2233  ___________________________________________________________________
 BY2233* NAD 83(1986)-  31 49 34.     (N)    095 48 23.     (W)     SCALED    
 BY2233* NAVD 88     -       128.223  (meters)     420.68   (feet)  ADJUSTED  
 BY2233  ___________________________________________________________________
 BY2233  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BY2233  DYNAMIC HT  -         128.070 (meters)     420.18  (feet)  COMP
 BY2233  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 BY2233
 BY2233  VERT ORDER  -  SECOND    CLASS 0
 BY2233
 BY2233.The horizontal coordinates were scaled from a topographic map and have
 BY2233.an estimated accuracy of +/- 6 seconds.
 BY2233
 BY2233.The orthometric height was determined by differential leveling
 BY2233.and adjusted by the National Geodetic Survey in June 1991..
 BY2233
 BY2233.The geoid height was determined by GEOID03.
 BY2233
 BY2233.The dynamic height is computed by dividing the NAVD 88
 BY2233.geopotential number by the normal gravity value computed on the
 BY2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2233.degrees latitude (g = 980.6199 gals.).
 BY2233
 BY2233.The modeled gravity was interpolated from observed gravity values.
 BY2233
 BY2233;                    North         East    Units  Estimated Accuracy
 BY2233;SPC TX C     - 3,248,110.    1,128,450.      MT  (+/- 180 meters Scaled)
 BY2233
 BY2233                          SUPERSEDED SURVEY CONTROL
 BY2233
 BY2233  NGVD 29 (??/??/92)  128.203  (m)          420.61   (f) ADJ UNCH    2 0
 BY2233
 BY2233.Superseded values are not recommended for survey control.
 BY2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2233.See file dsdata.txt to determine how the superseded data were derived.
 BY2233
 BY2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR343245(NAD 83)
 BY2233_MARKER: DB = BENCH MARK DISK
 BY2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2233_STAMPING: 49 G 1946 421
 BY2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2233+STABILITY: SURFACE MOTION
 BY2233
 BY2233  HISTORY     - Date     Condition        Report By
 BY2233  HISTORY     - 1946     MONUMENTED       USGS
 BY2233  HISTORY     - 1947     GOOD             NGS
 BY2233  HISTORY     - 1956     GOOD             NGS
 BY2233
 BY2233                          STATION DESCRIPTION
 BY2233
 BY2233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2233'2.1 MI SE FROM TENNESSEE COLONY.
 BY2233'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2233'TENNESSEE COLONY, 420 FEET WEST OF A CHURCH, 50 FEET NORTH OF THE
 BY2233'CENTER OF THE HIGHWAY, 50 FEET WEST OF THE CENTER OF A SIDE ROAD, 2
 BY2233'FEET EAST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 BY2233'CONCRETE POST.  NOTE-- IT IS 30 FEET WEST OF THE CENTER OF A SIDE ROAD
 BY2233'AND NOT 50 FEET AS DESCRIBED.
 BY2233
 BY2233                          STATION RECOVERY (1956)
 BY2233
 BY2233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 BY2233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0218 ***********************************************************************
 AH0218  DESIGNATION -  49 USE
 AH0218  PID         -  AH0218
 AH0218  STATE/COUNTY-  TX/SAN PATRICIO
 AH0218  USGS QUAD   -  PORT ARANSAS (1975)
 AH0218
 AH0218                         *CURRENT SURVEY CONTROL
 AH0218  ___________________________________________________________________
 AH0218* NAD 83(1986)-  27 51 24.     (N)    097 04 18.     (W)     SCALED    
 AH0218* NAVD 88     -         0.30   (+/-2cm)       1.0    (feet)  VERTCON   
 AH0218  ___________________________________________________________________
 AH0218  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH0218
 AH0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0218
 AH0218.The horizontal coordinates were scaled from a topographic map and have
 AH0218.an estimated accuracy of +/- 6 seconds.
 AH0218
 AH0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0218.The vertical order pertains to the NGVD 29 superseded value.
 AH0218
 AH0218.The geoid height was determined by GEOID03.
 AH0218
 AH0218;                    North         East    Units  Estimated Accuracy
 AH0218;SPC TX S     - 5,243,440.      440,680.      MT  (+/- 180 meters Scaled)
 AH0218
 AH0218                          SUPERSEDED SURVEY CONTROL
 AH0218
 AH0218  NGVD 29 (??/??/92)    0.41   (m)            1.3    (f) COMPUTED    2 0
 AH0218
 AH0218.Superseded values are not recommended for survey control.
 AH0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0218.See file dsdata.txt to determine how the superseded data were derived.
 AH0218
 AH0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR898828(NAD 83)
 AH0218_MARKER: DD = SURVEY DISK
 AH0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0218_STAMPING: 49 1949
 AH0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0218+STABILITY: SURFACE MOTION
 AH0218
 AH0218  HISTORY     - Date     Condition        Report By
 AH0218  HISTORY     - 1949     MONUMENTED       DOD
 AH0218  HISTORY     - 1951     GOOD             NGS
 AH0218  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0218  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0218
 AH0218                          STATION DESCRIPTION
 AH0218
 AH0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0218'5.25 MI E FROM ARANSAS PASS.
 AH0218'5.25 MILES EAST ALONG THE CAUSEWAY LEADING TO PORT ARANSAS FROM THE
 AH0218'TOLL GATE AT ARANSAS PASS, 0.15 MILE NORTH OF A CONCRETE OIL STORAGE
 AH0218'TANK, 218 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 132 FEET
 AH0218'NORTHEAST OF A POWER POLE, 129 FEET NORTHEAST OF A ROW OF POWER POLES,
 AH0218'2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AH0218'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AH0218
 AH0218                          STATION RECOVERY (1959)
 AH0218
 AH0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0218'MARK NOT FOUND.
 AH0218
 AH0218                          STATION RECOVERY (1978)
 AH0218
 AH0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0218'SEARCHED FOR BUT NOT RECOVERED, AREA HAS BEEN COMPLETELY
 AH0218'RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3536 ***********************************************************************
 AW3536  DESIGNATION -  490+00 400 1937 USE
 AW3536  PID         -  AW3536
 AW3536  STATE/COUNTY-  TX/HARRIS
 AW3536  USGS QUAD   -  HIGHLANDS (1995)
 AW3536
 AW3536                         *CURRENT SURVEY CONTROL
 AW3536  ___________________________________________________________________
 AW3536* NAD 83(1986)-  29 45 43.     (N)    095 05 04.     (W)     SCALED    
 AW3536* NAVD 88     -         0.60   (+/-2cm)       2.0    (feet)  VERTCON   
 AW3536  ___________________________________________________________________
 AW3536  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3536
 AW3536  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3536
 AW3536.The horizontal coordinates were scaled from a topographic map and have
 AW3536.an estimated accuracy of +/- 6 seconds.
 AW3536
 AW3536.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3536.The vertical order pertains to the NGVD 29 superseded value.
 AW3536
 AW3536.The geoid height was determined by GEOID03.
 AW3536
 AW3536;                    North         East    Units  Estimated Accuracy
 AW3536;SPC TXSC     - 4,220,080.      978,580.      MT  (+/- 180 meters Scaled)
 AW3536
 AW3536                          SUPERSEDED SURVEY CONTROL
 AW3536
 AW3536  NGVD 29 (??/??/92)    0.603  (m)            1.98   (f) ADJ UNCH    1 2
 AW3536
 AW3536.Superseded values are not recommended for survey control.
 AW3536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3536.See file dsdata.txt to determine how the superseded data were derived.
 AW3536
 AW3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN984942(NAD 83)
 AW3536_MARKER: DD = SURVEY DISK
 AW3536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3536_STAMPING: 490 + 00 400 1937
 AW3536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3536+STABILITY: SURFACE MOTION
 AW3536
 AW3536  HISTORY     - Date     Condition        Report By
 AW3536  HISTORY     - 1937     MONUMENTED       USE
 AW3536  HISTORY     - 1953     GOOD             NGS
 AW3536  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3536  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW3536
 AW3536                          STATION DESCRIPTION
 AW3536
 AW3536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW3536'0.3 MI W FROM LYNCHBURG.
 AW3536'0.3 MILE WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE FERRY LANDING AT
 AW3536'LYNCHBURG, 150 FEET SOUTH OF THE SOUTH BANK OF THE SHIP CHANNEL, 100
 AW3536'FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 2 FEET
 AW3536'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 AW3536'FOOT ABOVE THE GROUND.
 AW3536
 AW3536                          STATION RECOVERY (1964)
 AW3536
 AW3536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3536'MARK NOT FOUND.
 AW3536
 AW3536                          STATION RECOVERY (2004)
 AW3536
 AW3536'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0319 ***********************************************************************
 CD0319  DESIGNATION -  4923 R
 CD0319  PID         -  CD0319
 CD0319  STATE/COUNTY-  TX/CULBERSON
 CD0319  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0319
 CD0319                         *CURRENT SURVEY CONTROL
 CD0319  ___________________________________________________________________
 CD0319* NAD 83(1986)-  31 54 30.     (N)    104 43 38.     (W)     SCALED    
 CD0319* NAVD 88     -      1501.157  (meters)    4925.05   (feet)  ADJUSTED  
 CD0319  ___________________________________________________________________
 CD0319  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CD0319  DYNAMIC HT  -        1498.832 (meters)    4917.42  (feet)  COMP
 CD0319  MODELED GRAV-     979,037.8   (mgal)                       NAVD 88
 CD0319
 CD0319  VERT ORDER  -  FIRST     CLASS I
 CD0319
 CD0319.The horizontal coordinates were scaled from a topographic map and have
 CD0319.an estimated accuracy of +/- 6 seconds.
 CD0319
 CD0319.The orthometric height was determined by differential leveling
 CD0319.and adjusted by the National Geodetic Survey in June 1991..
 CD0319
 CD0319.The geoid height was determined by GEOID03.
 CD0319
 CD0319.The dynamic height is computed by dividing the NAVD 88
 CD0319.geopotential number by the normal gravity value computed on the
 CD0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0319.degrees latitude (g = 980.6199 gals.).
 CD0319
 CD0319.The modeled gravity was interpolated from observed gravity values.
 CD0319
 CD0319;                    North         East    Units  Estimated Accuracy
 CD0319;SPC TX C     - 3,256,720.      284,500.      MT  (+/- 180 meters Scaled)
 CD0319
 CD0319                          SUPERSEDED SURVEY CONTROL
 CD0319
 CD0319  NGVD 29 (??/??/92) 1500.553  (m)         4923.06   (f) ADJ UNCH    1 1
 CD0319
 CD0319.Superseded values are not recommended for survey control.
 CD0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0319.See file dsdata.txt to determine how the superseded data were derived.
 CD0319
 CD0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER257303(NAD 83)
 CD0319_MARKER: DD = SURVEY DISK
 CD0319_SETTING: 80 = SET IN A BOULDER
 CD0319_SP_SET: BOULDER
 CD0319_STAMPING: 4923 R 1932
 CD0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0319+STABILITY: SURFACE MOTION
 CD0319
 CD0319  HISTORY     - Date     Condition        Report By
 CD0319  HISTORY     - 1932     MONUMENTED       USGS
 CD0319  HISTORY     - 1973     GOOD             USGS
 CD0319
 CD0319                          STATION DESCRIPTION
 CD0319
 CD0319'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0319'117.2 MI E FROM EL PASO.
 CD0319'IN CULBERSON COUNTY, 117.2 MILES EAST OF THE CITY HALL AT EL PASO, EL
 CD0319'PASO COUNTY, 5.8 MILES NORTHEAST ALONG THE 1933 ROUTE OF U.S. HIGHWAY
 CD0319'62 FROM PINE SPRINGS, 0.7 MILE NORTHEAST OF THE CHERRY CREEK CROSSING,
 CD0319'0.3 MILE EAST OF THE JUNCTION OF A ROAD LEADING NORTHWEST, 309 FEET
 CD0319'NORTH OF THE CENTERLINE OF THE HIGHWAY, 19 FEET NORTHEAST OF CHERRY
 CD0319'CREEK TRIANGULATION STATION, ON THE HIGHEST PART OF A ROUNDED RIDGE
 CD0319'PARALLELING THE HIGHWAY, IN THE TOP OF A 2-FOOT LIMESTONE BOULDER, AND
 CD0319'ABOUT 3 INCHES ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 CD0319'STANDARD REFERENCE-MARK DISK, STAMPED 4923 R 1932. NOTE-- THIS BENCH
 CD0319'MARK MAY ALSO BE REACHED BY GOING 0.1 MILE SOUTH ALONG THE PRESENT
 CD0319'(1943) ROUTE OF U.S. HIGHWAY 62 FROM THE NICKLE CREEK SERVICE STATION,
 CD0319'THENCE 2.0 MILES SOUTHEAST ALONG A DIRT ROAD, AND THENCE 0.3 MILE
 CD0319'NORTHEAST ALONG THE OLD HIGHWAY BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0342 ***********************************************************************
 DP0342  DESIGNATION -  4931+00
 DP0342  PID         -  DP0342
 DP0342  STATE/COUNTY-  TX/HALE
 DP0342  USGS QUAD   -  BARWISE (1968)
 DP0342
 DP0342                         *CURRENT SURVEY CONTROL
 DP0342  ___________________________________________________________________
 DP0342* NAD 83(1986)-  33 54 20.     (N)    101 34 48.     (W)     SCALED    
 DP0342* NAVD 88     -       988.452  (meters)    3242.95   (feet)  POSTED    
 DP0342  ___________________________________________________________________
 DP0342  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DP0342  DYNAMIC HT  -         987.190 (meters)    3238.81  (feet)  COMP
 DP0342  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 DP0342
 DP0342  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0342
 DP0342.The horizontal coordinates were scaled from a topographic map and have
 DP0342.an estimated accuracy of +/- 6 seconds.
 DP0342
 DP0342.The orthometric height was determined by differential leveling
 DP0342.and adjusted by the National Geodetic Survey in 1992..
 DP0342.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0342.rate of 1.1 thru 2.0 mm/km.
 DP0342
 DP0342.The geoid height was determined by GEOID03.
 DP0342
 DP0342.The dynamic height is computed by dividing the NAVD 88
 DP0342.geopotential number by the normal gravity value computed on the
 DP0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0342.degrees latitude (g = 980.6199 gals.).
 DP0342
 DP0342.The modeled gravity was interpolated from observed gravity values.
 DP0342
 DP0342;                    North         East    Units  Estimated Accuracy
 DP0342;SPC TXNC     - 2,252,460.      315,190.      MT  (+/- 180 meters Scaled)
 DP0342
 DP0342                          SUPERSEDED SURVEY CONTROL
 DP0342
 DP0342  NGVD 29 (??/??/92)  988.078  (m)         3241.72   (f) ADJ UNCH    1 2
 DP0342
 DP0342.Superseded values are not recommended for survey control.
 DP0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0342.See file dsdata.txt to determine how the superseded data were derived.
 DP0342
 DP0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC614546(NAD 83)
 DP0342_MARKER: Z = SEE DESCRIPTION
 DP0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0342_SP_SET: CONCRETE FILLED PIPE
 DP0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0342
 DP0342  HISTORY     - Date     Condition        Report By
 DP0342  HISTORY     - UNK      MONUMENTED       BNRR
 DP0342  HISTORY     - 1933     GOOD             NGS
 DP0342
 DP0342                          STATION DESCRIPTION
 DP0342
 DP0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DP0342'2.3 MI NE FROM PETERSBURG.
 DP0342'2.3 MILES NORTHEAST ALONG THE FORT WORHT AND DENVER CITY RAILWAY FROM
 DP0342'THE STATION AT PETERSBURG, HALE COUNTY, AT STATION 4931+00 (MILEAGE
 DP0342'330.4) ABOUT 50 FEET EAST OF THE TRACK, AND IN LINE WITH THE
 DP0342'RIGHT-OF-WAY FENCE.  THE TOP OF A CONCRETE-FILLED PIPE PROJECTING
 DP0342'ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0585 ***********************************************************************
 DM0585  DESIGNATION -  494
 DM0585  PID         -  DM0585
 DM0585  STATE/COUNTY-  TX/LAMAR
 DM0585  USGS QUAD   -  PARIS (1984)
 DM0585
 DM0585                         *CURRENT SURVEY CONTROL
 DM0585  ___________________________________________________________________
 DM0585* NAD 83(1986)-  33 41 02.     (N)    095 37 05.     (W)     SCALED    
 DM0585* NAVD 88     -       151.063  (meters)     495.61   (feet)  ADJUSTED  
 DM0585  ___________________________________________________________________
 DM0585  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DM0585  DYNAMIC HT  -         150.904 (meters)     495.09  (feet)  COMP
 DM0585  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 DM0585
 DM0585  VERT ORDER  -  SECOND    CLASS 0
 DM0585
 DM0585.The horizontal coordinates were scaled from a topographic map and have
 DM0585.an estimated accuracy of +/- 6 seconds.
 DM0585
 DM0585.The orthometric height was determined by differential leveling
 DM0585.and adjusted by the National Geodetic Survey in June 1991..
 DM0585
 DM0585.The geoid height was determined by GEOID03.
 DM0585
 DM0585.The dynamic height is computed by dividing the NAVD 88
 DM0585.geopotential number by the normal gravity value computed on the
 DM0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0585.degrees latitude (g = 980.6199 gals.).
 DM0585
 DM0585.The modeled gravity was interpolated from observed gravity values.
 DM0585
 DM0585;                    North         East    Units  Estimated Accuracy
 DM0585;SPC TXNC     - 2,227,360.      867,180.      MT  (+/- 180 meters Scaled)
 DM0585
 DM0585                          SUPERSEDED SURVEY CONTROL
 DM0585
 DM0585  NGVD 29 (??/??/92)  151.040  (m)          495.54   (f) ADJ UNCH    2 0
 DM0585
 DM0585.Superseded values are not recommended for survey control.
 DM0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0585.See file dsdata.txt to determine how the superseded data were derived.
 DM0585
 DM0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT573301(NAD 83)
 DM0585_MARKER: P = PIPE CAP
 DM0585_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0585_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0585_STAMPING: 494 68
 DM0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0585
 DM0585  HISTORY     - Date     Condition        Report By
 DM0585  HISTORY     - UNK      MONUMENTED       USGS
 DM0585  HISTORY     - 1933     GOOD             NGS
 DM0585  HISTORY     - 1935     MARK NOT FOUND   NGS
 DM0585  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0585
 DM0585                          STATION DESCRIPTION
 DM0585
 DM0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0585'3.3 MI W FROM PARIS.
 DM0585'3.3 MILES WEST OF.  ALONG OLD TIGER TOWN ROAD.  FROM ST.L AND S.W.RY
 DM0585'TRACKS.  300 FEET WEST OF BRIDGE OVER PINE CREEK.  SOUTH SIDE OF ROAD,
 DM0585'ABOUT 2 FEET NORTH OF A LARGE TREE.  IRON POST.  NOTE-- THE AREA WAS
 DM0585'FLOODED AND THE POST WAS UNDER WATER.
 DM0585
 DM0585                          STATION RECOVERY (1935)
 DM0585
 DM0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0585'MARK NOT FOUND.
 DM0585
 DM0585                          STATION RECOVERY (1995)
 DM0585
 DM0585'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2266 ***********************************************************************
 AW2266  DESIGNATION -  4955 0710 C OF H
 AW2266  PID         -  AW2266
 AW2266  STATE/COUNTY-  TX/HARRIS
 AW2266  USGS QUAD   -  ALIEF (1995)
 AW2266
 AW2266                         *CURRENT SURVEY CONTROL
 AW2266  ___________________________________________________________________
 AW2266* NAD 83(1986)-  29 43 04.     (N)    095 33 33.     (W)     SCALED    
 AW2266* NAVD 88     -        23.55   (+/-2cm)      77.3    (feet)  VERTCON   
 AW2266  ___________________________________________________________________
 AW2266  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW2266
 AW2266  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2266
 AW2266.The horizontal coordinates were scaled from a topographic map and have
 AW2266.an estimated accuracy of +/- 6 seconds.
 AW2266
 AW2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2266.The vertical order pertains to the NGVD 29 superseded value.
 AW2266
 AW2266.The geoid height was determined by GEOID03.
 AW2266
 AW2266;                    North         East    Units  Estimated Accuracy
 AW2266;SPC TXSC     - 4,213,740.      932,840.      MT  (+/- 180 meters Scaled)
 AW2266
 AW2266                          SUPERSEDED SURVEY CONTROL
 AW2266
 AW2266  NGVD 29 (??/??/92)   23.539  (m)           77.23   (f) ADJ UNCH    1 2
 AW2266
 AW2266.Superseded values are not recommended for survey control.
 AW2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2266.See file dsdata.txt to determine how the superseded data were derived.
 AW2266
 AW2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN524902(NAD 83)
 AW2266_MARKER: DD = SURVEY DISK
 AW2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2266_SP_SET: CONCRETE POST
 AW2266_STAMPING: 4955 0710
 AW2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2266+STABILITY: SURFACE MOTION
 AW2266
 AW2266  HISTORY     - Date     Condition        Report By
 AW2266  HISTORY     - UNK      MONUMENTED       TX3280
 AW2266  HISTORY     - 1978     GOOD             NGS
 AW2266  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2266
 AW2266                          STATION DESCRIPTION
 AW2266
 AW2266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2266'2.0 MI EAST FROM ALIEF.
 AW2266'WITH OLD WESTHEIMER ROAD IN ALIEF.  AT THE JUNCTION OF ROGERDALE
 AW2266'ROAD.  38 FEET NORTH OF THE POWER POLE, 24 FEET EAST OF THE CENTER-
 AW2266'LINE OF ROGERDALE ROAD, 11 FEET SOUTH OF THE SOUTH RAIL, 5.5
 AW2266'FEET NORTHEAST OF A RAILROAD CROSSING POST AND SIGN, AND 0.8 FEET
 AW2266'BELOW THE GROUND.
 AW2266
 AW2266                          STATION RECOVERY (1983)
 AW2266
 AW2266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2266'SEARCHED FOR, BUT NOT RECOVERED, IT IS POSSIBLE THAT THE MARK IS STILL
 AW2266'IN PLACE, THERE IS ROCK AND FILL UP TO AND ABOUT LEVEL WITH THE
 AW2266'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0288 ***********************************************************************
 AW0288  DESIGNATION -  4958 0207
 AW0288  PID         -  AW0288
 AW0288  STATE/COUNTY-  TX/HARRIS
 AW0288  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0288
 AW0288                         *CURRENT SURVEY CONTROL
 AW0288  ___________________________________________________________________
 AW0288* NAD 83(1986)-  29 47 04.     (N)    095 34 11.     (W)     SCALED    
 AW0288* NAVD 88     -        25.29   (+/-2cm)      83.0    (feet)  VERTCON   
 AW0288  ___________________________________________________________________
 AW0288  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0288
 AW0288  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0288
 AW0288.The horizontal coordinates were scaled from a topographic map and have
 AW0288.an estimated accuracy of +/- 6 seconds.
 AW0288
 AW0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0288.The vertical order pertains to the NGVD 29 superseded value.
 AW0288
 AW0288.The geoid height was determined by GEOID03.
 AW0288
 AW0288;                    North         East    Units  Estimated Accuracy
 AW0288;SPC TXSC     - 4,221,100.      931,610.      MT  (+/- 180 meters Scaled)
 AW0288
 AW0288                          SUPERSEDED SURVEY CONTROL
 AW0288
 AW0288  NGVD 29 (??/??/??)   25.286  (m)           82.96   (f) ADJUSTED    1 1
 AW0288
 AW0288.Superseded values are not recommended for survey control.
 AW0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0288.See file dsdata.txt to determine how the superseded data were derived.
 AW0288
 AW0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN515976(NAD 83)
 AW0288_MARKER: DD = SURVEY DISK
 AW0288_SETTING: 0 = UNSPECIFIED SETTING
 AW0288_STAMPING: 4958 0207
 AW0288_MARK LOGO: TX3280
 AW0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0288
 AW0288  HISTORY     - Date     Condition        Report By
 AW0288  HISTORY     - UNK      MONUMENTED       TX3280
 AW0288  HISTORY     - 1973     GOOD             NGS
 AW0288  HISTORY     - 1976     GOOD             NGS
 AW0288  HISTORY     - 1978     GOOD             NGS
 AW0288  HISTORY     - 1981     GOOD             NGS
 AW0288  HISTORY     - 1983     GOOD             NGS
 AW0288  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0288  HISTORY     - 1987     GOOD             NGS
 AW0288  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0288  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0288
 AW0288                          STATION DESCRIPTION
 AW0288
 AW0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0288'4.45 MI E FROM ADDICKS.
 AW0288'ABOUT 4.45 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0288'THE RAILROAD OVERPASS OVER STATE HIGHWAY 6, ABOUT 29.2 FEET NORTH OF
 AW0288'THE CONCRETE EDGE OF I-10 WESTBOUND LANES 106.5 FEET SOUTH OF THE
 AW0288'SOUTH RAIL, 24 1/2 FEET SOUTH OF THE CENTER LINE OF AN ACCESS ROAD,
 AW0288'4.4 FEET EAST OF THE EXTENDED CENTER LINE OF BRITTMOORE RD. LEADING
 AW0288'NORTH, 32.7 FEET NORTHWEST OF THE NORTH STEEL LEG WITH THE SIGN,
 AW0288'HOUSTON CITY LIMITS, LOCATED IN BLOCK 4958 OF CITY SURVEY, 0.7 FOOT
 AW0288'BELOW THE LEVEL OF THE GROUND.
 AW0288
 AW0288                          STATION RECOVERY (1976)
 AW0288
 AW0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0288'RECOVERED IN GOOD CONDITION.
 AW0288
 AW0288                          STATION RECOVERY (1978)
 AW0288
 AW0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0288'RECOVERED IN GOOD CONDITION.
 AW0288
 AW0288                          STATION RECOVERY (1981)
 AW0288
 AW0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0288'RECOVERED IN GOOD CONDITION.
 AW0288
 AW0288                          STATION RECOVERY (1983)
 AW0288
 AW0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0288'RECOVERED IN GOOD CONDITION.
 AW0288
 AW0288                          STATION RECOVERY (1986)
 AW0288
 AW0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0288'THE MARK IS PRESUMED TO BE UNDER THE PAVEMENT OF A FRONTAGE ROAD.
 AW0288
 AW0288                          STATION RECOVERY (1987)
 AW0288
 AW0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (WVM)
 AW0288'RECOVERED IN GOOD CONDITION.
 AW0288
 AW0288                          STATION RECOVERY (1989)
 AW0288
 AW0288'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0288'MARK NOT FOUND.
 AW0288
 AW0288                          STATION RECOVERY (2004)
 AW0288
 AW0288'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0344 ***********************************************************************
 AW0344  DESIGNATION -  4958 0407 C OF H
 AW0344  PID         -  AW0344
 AW0344  STATE/COUNTY-  TX/HARRIS
 AW0344  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0344
 AW0344                         *CURRENT SURVEY CONTROL
 AW0344  ___________________________________________________________________
 AW0344* NAD 83(1986)-  29 47 04.     (N)    095 33 54.     (W)     SCALED    
 AW0344* NAVD 88     -        24.86   (+/-2cm)      81.6    (feet)  VERTCON   
 AW0344  ___________________________________________________________________
 AW0344  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0344
 AW0344  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0344
 AW0344.The horizontal coordinates were scaled from a topographic map and have
 AW0344.an estimated accuracy of +/- 6 seconds.
 AW0344
 AW0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0344.The vertical order pertains to the NGVD 29 superseded value.
 AW0344
 AW0344.The geoid height was determined by GEOID03.
 AW0344
 AW0344;                    North         East    Units  Estimated Accuracy
 AW0344;SPC TXSC     - 4,221,110.      932,060.      MT  (+/- 180 meters Scaled)
 AW0344
 AW0344                          SUPERSEDED SURVEY CONTROL
 AW0344
 AW0344  NGVD 29 (??/??/92)   24.850  (m)           81.53   (f) ADJ UNCH    1 1
 AW0344
 AW0344.Superseded values are not recommended for survey control.
 AW0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0344.See file dsdata.txt to determine how the superseded data were derived.
 AW0344
 AW0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN520976(NAD 83)
 AW0344_MARKER: DD = SURVEY DISK
 AW0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0344_STAMPING: 4958 0407
 AW0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0344+STABILITY: SURFACE MOTION
 AW0344
 AW0344  HISTORY     - Date     Condition        Report By
 AW0344  HISTORY     - UNK      MONUMENTED       TX3280
 AW0344  HISTORY     - 1973     GOOD             NGS
 AW0344  HISTORY     - 1976     MARK NOT FOUND   NGS
 AW0344  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0344  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0344  HISTORY     - 1990     GOOD             USPSQD
 AW0344  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0344
 AW0344                          STATION DESCRIPTION
 AW0344
 AW0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0344'4.7 MI E FROM ADDICKS.
 AW0344'ABOUT 4.7 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0344'RAILROAD OVERPASS OVER STATE HIGHWAY 6, ABOUT 15 FEET NORTH OF THE
 AW0344'NORTH EDGE OF I-10 WESTBOUND, 16 FEET SOUTH OF THE CENTER LINE OF THE
 AW0344'FIRST RAMP WEST OF WESTBELT DRIVE LEADING TO I-10, 5 FEET SOUTH OF THE
 AW0344'SOUTH CURB OF THE RAMP LEADING TO I-10, 120.2 FEET SOUTH OF THE SOUTH
 AW0344'RAIL, LOCATED IN BLOCK 4958 OF CITY SURVEY, ABOUT 9 FEET BELOW THE
 AW0344'LEVEL OF THE TRACKS, AND 1 FOOT BELOW THE LEVEL OF THE GROUND, AND SET
 AW0344'IN THE TOP OF A CONCRETE POST.
 AW0344
 AW0344                          STATION RECOVERY (1976)
 AW0344
 AW0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0344'SEARCHED FOR BUT NOT RECOVERED.
 AW0344
 AW0344                          STATION RECOVERY (1978)
 AW0344
 AW0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0344'NOT RECOVERED.
 AW0344
 AW0344                          STATION RECOVERY (1989)
 AW0344
 AW0344'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0344'MARK NOT FOUND.
 AW0344
 AW0344                          STATION RECOVERY (1990)
 AW0344
 AW0344'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW0344'RECOVERED IN GOOD CONDITION.
 AW0344
 AW0344                          STATION RECOVERY (2004)
 AW0344
 AW0344'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0296 ***********************************************************************
 AW0296  DESIGNATION -  4958 0507
 AW0296  PID         -  AW0296
 AW0296  STATE/COUNTY-  TX/HARRIS
 AW0296  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0296
 AW0296                         *CURRENT SURVEY CONTROL
 AW0296  ___________________________________________________________________
 AW0296* NAD 83(1986)-  29 47 05.     (N)    095 33 46.     (W)     SCALED    
 AW0296* NAVD 88     -        21.569  (meters)      70.76   (feet)  ADJUSTED  
 AW0296  ___________________________________________________________________
 AW0296  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0296  DYNAMIC HT  -          21.540 (meters)      70.67  (feet)  COMP
 AW0296  MODELED GRAV-     979,282.0   (mgal)                       NAVD 88
 AW0296  OBS GRAVITY -     979,282.0   (mgal)                       GRAV_OBS
 AW0296
 AW0296  VERT ORDER  -  FIRST     CLASS I
 AW0296
 AW0296.The horizontal coordinates were scaled from a topographic map and have
 AW0296.an estimated accuracy of +/- 6 seconds.
 AW0296
 AW0296.The orthometric height was determined by differential leveling
 AW0296.and adjusted by the National Geodetic Survey in June 1991..
 AW0296
 AW0296.The geoid height was determined by GEOID03.
 AW0296
 AW0296.The dynamic height is computed by dividing the NAVD 88
 AW0296.geopotential number by the normal gravity value computed on the
 AW0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0296.degrees latitude (g = 980.6199 gals.).
 AW0296
 AW0296.The modeled gravity was interpolated from observed gravity values.
 AW0296.The observed gravity was obtained from relative gravimeter ties
 AW0296.to the IGSN71 gravity network.
 AW0296
 AW0296;                    North         East    Units  Estimated Accuracy
 AW0296;SPC TXSC     - 4,221,150.      932,280.      MT  (+/- 180 meters Scaled)
 AW0296
 AW0296                          SUPERSEDED SURVEY CONTROL
 AW0296
 AW0296  NGVD 29 (12/23/87)   21.563  (m)           70.74   (f) ADJUSTED    1 1
 AW0296
 AW0296.Superseded values are not recommended for survey control.
 AW0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0296.See file dsdata.txt to determine how the superseded data were derived.
 AW0296
 AW0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN522976(NAD 83)
 AW0296_MARKER: DD = SURVEY DISK
 AW0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0296_SP_SET: CONCRETE POST
 AW0296_STAMPING: 4958 0507
 AW0296_MARK LOGO: TX3280
 AW0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0296+STABILITY: SURFACE MOTION
 AW0296
 AW0296  HISTORY     - Date     Condition        Report By
 AW0296  HISTORY     - UNK      MONUMENTED       TX3280
 AW0296  HISTORY     - 1973     GOOD             NGS
 AW0296  HISTORY     - 1976     GOOD             NGS
 AW0296  HISTORY     - 1978     GOOD             NGS
 AW0296  HISTORY     - 1981     GOOD             NGS
 AW0296  HISTORY     - 1983     GOOD             NGS
 AW0296  HISTORY     - 1986     GOOD             NGS
 AW0296  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0296  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0296
 AW0296                          STATION DESCRIPTION
 AW0296
 AW0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0296'4.85 MI E FROM ADDICKS.
 AW0296'ABOUT 4.85 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0296'THE RAILROAD OVERPASS OVER STATE HIGHWAY 6, ABOUT 28 1/2 FEET SOUTH OF
 AW0296'THE SOUTH RAIL, 44 FEET NORTHWEST OF SIGNAL LIGHT POLE 52496, 62 1/2
 AW0296'FEET WEST OF THE CENTER LINE OF THE WESTBELT DR. NORTHBOUND LANES,
 AW0296'25.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE TOP OF A SLOPE OF A
 AW0296'CEMENT WALL, SET IN THE TOP OF A CONCRETE POST, LOCATED IN BLOCK 4958
 AW0296'OF CITY SURVEY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND.
 AW0296
 AW0296                          STATION RECOVERY (1976)
 AW0296
 AW0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0296'RECOVERED IN GOOD CONDITION.
 AW0296
 AW0296                          STATION RECOVERY (1978)
 AW0296
 AW0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0296'RECOVERED IN GOOD CONDITION.
 AW0296
 AW0296                          STATION RECOVERY (1981)
 AW0296
 AW0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0296'RECOVERED IN GOOD CONDITION.
 AW0296
 AW0296                          STATION RECOVERY (1983)
 AW0296
 AW0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0296'RECOVERED IN GOOD CONDITION.
 AW0296
 AW0296                          STATION RECOVERY (1986)
 AW0296
 AW0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0296'RECOVERED IN GOOD CONDITION.
 AW0296
 AW0296                          STATION RECOVERY (1989)
 AW0296
 AW0296'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0296'MARK NOT FOUND.
 AW0296
 AW0296                          STATION RECOVERY (2004)
 AW0296
 AW0296'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0301 ***********************************************************************
 AW0301  DESIGNATION -  4958 1407
 AW0301  PID         -  AW0301
 AW0301  STATE/COUNTY-  TX/HARRIS
 AW0301  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0301
 AW0301                         *CURRENT SURVEY CONTROL
 AW0301  ___________________________________________________________________
 AW0301* NAD 83(1986)-  29 47 04.     (N)    095 32 24.     (W)     SCALED    
 AW0301* NAVD 88     -        25.078  (meters)      82.28   (feet)  ADJUSTED  
 AW0301  ___________________________________________________________________
 AW0301  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AW0301  DYNAMIC HT  -          25.043 (meters)      82.16  (feet)  COMP
 AW0301  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 AW0301
 AW0301  VERT ORDER  -  FIRST     CLASS I
 AW0301
 AW0301.The horizontal coordinates were scaled from a topographic map and have
 AW0301.an estimated accuracy of +/- 6 seconds.
 AW0301
 AW0301.The orthometric height was determined by differential leveling
 AW0301.and adjusted by the National Geodetic Survey in June 1991..
 AW0301
 AW0301.The geoid height was determined by GEOID03.
 AW0301
 AW0301.The dynamic height is computed by dividing the NAVD 88
 AW0301.geopotential number by the normal gravity value computed on the
 AW0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0301.degrees latitude (g = 980.6199 gals.).
 AW0301
 AW0301.The modeled gravity was interpolated from observed gravity values.
 AW0301
 AW0301;                    North         East    Units  Estimated Accuracy
 AW0301;SPC TXSC     - 4,221,190.      934,480.      MT  (+/- 180 meters Scaled)
 AW0301
 AW0301                          SUPERSEDED SURVEY CONTROL
 AW0301
 AW0301  NGVD 29 (12/23/87)   25.072  (m)           82.26   (f) ADJUSTED    1 1
 AW0301
 AW0301.Superseded values are not recommended for survey control.
 AW0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0301.See file dsdata.txt to determine how the superseded data were derived.
 AW0301
 AW0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN544976(NAD 83)
 AW0301_MARKER: DD = SURVEY DISK
 AW0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0301_SP_SET: CONCRETE POST
 AW0301_STAMPING: 4958 1407
 AW0301_MARK LOGO: TX3280
 AW0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0301+STABILITY: SURFACE MOTION
 AW0301
 AW0301  HISTORY     - Date     Condition        Report By
 AW0301  HISTORY     - UNK      MONUMENTED       TX3280
 AW0301  HISTORY     - 1973     GOOD             NGS
 AW0301  HISTORY     - 1976     GOOD             NGS
 AW0301  HISTORY     - 1978     GOOD             NGS
 AW0301  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW0301  HISTORY     - 1986     GOOD             NGS
 AW0301  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0301  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0301
 AW0301                          STATION DESCRIPTION
 AW0301
 AW0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0301'6.25 MI E FROM ADDICKS.
 AW0301'ABOUT 6.20 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0301'THE RAILROAD OVERPASS OVER STATE HIGHWAY 6, THENCE 0.05 MILE SOUTHEAST
 AW0301'ACROSS THE TRACKS TO THE SOUTH SIDE OF THE ACCESS ROAD, 93 1/2 FEET
 AW0301'SOUTH OF THE SOUTH RAIL, 19.6 FEET SOUTH OF THE CENTER LINE OF THE
 AW0301'ACCESS ROAD, 68.8 FEET EAST OF THE EXTENDED CENTER LINE OF WITTE ROAD,
 AW0301'26.3 FEET NORTH OF THE NORTH EDGE OF I-10 WESTBOUND, LOCATED IN BLOCK
 AW0301'4958-D-2 OF THE CITY SURVEY MAP SHEET, AND ABOUT 0.3 FOOT BELOW THE
 AW0301'LEVEL OF THE GROUND.
 AW0301
 AW0301                          STATION RECOVERY (1976)
 AW0301
 AW0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0301'RECOVERED IN GOOD CONDITION.
 AW0301
 AW0301                          STATION RECOVERY (1978)
 AW0301
 AW0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0301'RECOVERED IN GOOD CONDITION.
 AW0301
 AW0301                          STATION RECOVERY (1983)
 AW0301
 AW0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0301'SEARCHED FOR AND NOT RECOVERED THIS DATE.  MARK COULD STILL BE IN
 AW0301'PLACE, IT APPEARS TO BE IN THE BOTTOM OF A DITCH AND APPARENTLY
 AW0301'COVERED OVER WITH DIRT AND GRASS.  MEASUREMENTS INEFFICIENT.
 AW0301
 AW0301                          STATION RECOVERY (1986)
 AW0301
 AW0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0301'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--6.6
 AW0301'M (21.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE STEEL BASE OF A
 AW0301'LIGHT POLE.  NOTE--THIS MARK WAS REPORTED NOT RECOVERED IN 1983.
 AW0301
 AW0301                          STATION RECOVERY (1989)
 AW0301
 AW0301'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0301'MARK NOT FOUND.
 AW0301
 AW0301                          STATION RECOVERY (2004)
 AW0301
 AW0301'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0302 ***********************************************************************
 AW0302  DESIGNATION -  4958 1608
 AW0302  PID         -  AW0302
 AW0302  STATE/COUNTY-  TX/HARRIS
 AW0302  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0302
 AW0302                         *CURRENT SURVEY CONTROL
 AW0302  ___________________________________________________________________
 AW0302* NAD 83(1986)-  29 47 04.     (N)    095 32 01.     (W)     SCALED    
 AW0302* NAVD 88     -        24.470  (meters)      80.28   (feet)  ADJUSTED  
 AW0302  ___________________________________________________________________
 AW0302  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW0302  DYNAMIC HT  -          24.437 (meters)      80.17  (feet)  COMP
 AW0302  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 AW0302  OBS GRAVITY -     979,282.4   (mgal)                       GRAV_OBS
 AW0302
 AW0302  VERT ORDER  -  FIRST     CLASS I
 AW0302
 AW0302.The horizontal coordinates were scaled from a topographic map and have
 AW0302.an estimated accuracy of +/- 6 seconds.
 AW0302
 AW0302.The orthometric height was determined by differential leveling
 AW0302.and adjusted by the National Geodetic Survey in June 1991..
 AW0302
 AW0302.The geoid height was determined by GEOID03.
 AW0302
 AW0302.The dynamic height is computed by dividing the NAVD 88
 AW0302.geopotential number by the normal gravity value computed on the
 AW0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0302.degrees latitude (g = 980.6199 gals.).
 AW0302
 AW0302.The modeled gravity was interpolated from observed gravity values.
 AW0302.The observed gravity was obtained from relative gravimeter ties
 AW0302.to the IGSN71 gravity network.
 AW0302
 AW0302;                    North         East    Units  Estimated Accuracy
 AW0302;SPC TXSC     - 4,221,200.      935,100.      MT  (+/- 180 meters Scaled)
 AW0302
 AW0302                          SUPERSEDED SURVEY CONTROL
 AW0302
 AW0302  NGVD 29 (12/23/87)   24.464  (m)           80.26   (f) ADJUSTED    1 1
 AW0302
 AW0302.Superseded values are not recommended for survey control.
 AW0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0302.See file dsdata.txt to determine how the superseded data were derived.
 AW0302
 AW0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN550975(NAD 83)
 AW0302_MARKER: DD = SURVEY DISK
 AW0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0302_SP_SET: CONCRETE POST
 AW0302_STAMPING: 4958 1608
 AW0302_MARK LOGO: TX3280
 AW0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0302+STABILITY: SURFACE MOTION
 AW0302
 AW0302  HISTORY     - Date     Condition        Report By
 AW0302  HISTORY     - UNK      MONUMENTED       TX3280
 AW0302  HISTORY     - 1973     GOOD             NGS
 AW0302  HISTORY     - 1976     GOOD             NGS
 AW0302  HISTORY     - 1978     GOOD             NGS
 AW0302  HISTORY     - 1983     GOOD             NGS
 AW0302  HISTORY     - 1986     GOOD             NGS
 AW0302  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0302  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0302
 AW0302                          STATION DESCRIPTION
 AW0302
 AW0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0302'6.55 MI E FROM ADDICKS.
 AW0302'ABOUT 6.55 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0302'THE RAILROAD OVERPASS OVER STATE HIGHWAY 6, ABOUT 47 FEET SOUTH OF THE
 AW0302'SOUTH RAIL OF THE MAIN TRACK, 7 FEET WEST OF THE MOST WESTERNLY POST
 AW0302'OF A GUARD RAIL, 99 FEET SOUTHWEST OF MILE POST 1073, 2 FEET NORTH OF
 AW0302'THE CENTER OF THE NORTH ACCESS ROAD, AND ABOUT 0.3 FOOT BELOW THE
 AW0302'LEVEL OF THE GROUND.
 AW0302
 AW0302                          STATION RECOVERY (1976)
 AW0302
 AW0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0302'RECOVERED IN GOOD CONDITION.
 AW0302
 AW0302                          STATION RECOVERY (1978)
 AW0302
 AW0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0302'RECOVERED IN GOOD CONDITION.
 AW0302
 AW0302                          STATION RECOVERY (1983)
 AW0302
 AW0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0302'RECOVERED IN GOOD CONDITION.
 AW0302
 AW0302                          STATION RECOVERY (1986)
 AW0302
 AW0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0302'RECOVERED IN GOOD CONDITION.
 AW0302
 AW0302                          STATION RECOVERY (1989)
 AW0302
 AW0302'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0302'MARK NOT FOUND.
 AW0302
 AW0302                          STATION RECOVERY (2004)
 AW0302
 AW0302'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2783 ***********************************************************************
 AB2783  PACS        -  This is a Primary Airport Control Station.
 AB2783  DESIGNATION -  4F4 A 1994
 AB2783  PID         -  AB2783
 AB2783  STATE/COUNTY-  TX/UPSHUR
 AB2783  USGS QUAD   -  GILMER (1978)
 AB2783
 AB2783                         *CURRENT SURVEY CONTROL
 AB2783  ___________________________________________________________________
 AB2783* NAD 83(1993)-  32 42 11.99241(N)    094 56 54.90254(W)     ADJUSTED  
 AB2783* NAVD 88     -       126.03   (meters)     413.5    (feet)  GPS OBS   
 AB2783  ___________________________________________________________________
 AB2783  X           -    -463,433.135 (meters)                     COMP
 AB2783  Y           -  -5,352,380.628 (meters)                     COMP
 AB2783  Z           -   3,426,372.941 (meters)                     COMP
 AB2783  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AB2783  ELLIP HEIGHT-          99.50  (meters)          (10/24/00) GPS OBS
 AB2783  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AB2783
 AB2783  HORZ ORDER  -  B
 AB2783  ELLP ORDER  -  FOURTH    CLASS II
 AB2783
 AB2783.This mark is at Gilmer-Upshur Co (4F4) Airport (4F4)
 AB2783
 AB2783.The horizontal coordinates were established by GPS observations
 AB2783.and adjusted by the National Geodetic Survey in February 1996..
 AB2783
 AB2783.The orthometric height was determined by GPS observations and a
 AB2783.high-resolution geoid model.
 AB2783
 AB2783.GPS derived orthometric heights for airport stations designated as
 AB2783.PACS or SACS are published to 2 decimal places.  This maintains
 AB2783.centimeter relative accuracy between the PACS and SACS.  It does
 AB2783.not indicate centimeter accuracy relative to other marks which are
 AB2783.part of the NAVD 88 network.
 AB2783
 AB2783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2783
 AB2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2783
 AB2783.The ellipsoidal height was determined by GPS observations
 AB2783.and is referenced to NAD 83.
 AB2783
 AB2783.The geoid height was determined by GEOID03.
 AB2783
 AB2783;                    North         East     Units Scale Factor Converg.
 AB2783;SPC TXNC     - 2,120,583.200   932,897.792   MT  0.99989098   +1 56 12.9
 AB2783;SPC TXNC     - 6,957,280.05  3,060,682.17   sFT  0.99989098   +1 56 12.9
 AB2783;UTM  15      - 3,620,077.472   317,349.885   MT  1.00001138   -1 03 11.1
 AB2783
 AB2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2783!SPC TXNC     -   0.99998438  x   0.99989098  =   0.99987536
 AB2783!UTM  15      -   0.99998438  x   1.00001138  =   0.99999576
 AB2783
 AB2783|---------------------------------------------------------------------|
 AB2783| PID    Reference Object                     Distance      Geod. Az  |
 AB2783|                                                           dddmmss.s |
 AB2783| CR1361 GILPORT                             394.135 METERS 18018     |
 AB2783|---------------------------------------------------------------------|
 AB2783
 AB2783                          SUPERSEDED SURVEY CONTROL
 AB2783
 AB2783  ELLIP H (02/20/96)   99.55   (m)                       GP(       ) 1 1
 AB2783
 AB2783.Superseded values are not recommended for survey control.
 AB2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2783.See file dsdata.txt to determine how the superseded data were derived.
 AB2783
 AB2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1735020077(NAD 83)
 AB2783_MARKER: I = METAL ROD
 AB2783_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2783_STAMPING: 4F4 A 1994
 AB2783_MARK LOGO: NGS   
 AB2783_PROJECTION: FLUSH
 AB2783_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2783+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 AB2783_ROD/PIPE-DEPTH: 8.6. meters
 AB2783_SLEEVE-DEPTH  : 0.90 meters
 AB2783
 AB2783  HISTORY     - Date     Condition        Report By
 AB2783  HISTORY     - 1994     MONUMENTED       NGS
 AB2783  HISTORY     - 20040605 GOOD             USPSQD
 AB2783
 AB2783                          STATION DESCRIPTION
 AB2783
 AB2783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2783'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTH OF GILMER, AT THE
 AB2783'GILMER-UPSHUR COUNTY AIRPORT, IN THE CENTER OF THE NORTHEND OF THE
 AB2783'GRASS ISLAND OF THE TURN AROUND AT RUNWAY END 17.  OWNERSHIP--CITY OF
 AB2783'GILMER, BOX 760, GILMER, TX 75644.  CITY MANAGER IS TIM GUMP.  PHONE
 AB2783'903-843-2552.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 271 AND
 AB2783'STATE HIGHWAY 155 ON THE SOUTH SIDE OF GILMER, GO SOUTH ON U.S.
 AB2783'HIGHWAY 271 FOR 1.1 KM (0.70 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 AB2783'RIGHT (AVIATION DRIVE) .  TURN RIGHT, TURN RIGHT, WEST, ON THE
 AB2783'ENTRANCE ROAD FOR 0.4 KM (0.25 MI) TO A GATE.  PASS THROUGH GATE,
 AB2783'WEST, FOR 0.16 KM (0.10 MI) CROSSING APRON AND ALONG TAXI TO THE
 AB2783'RUNWAY.  TURN RIGHT, NORTH, ALONG RUNWAY FOR 0.41 KM (0.25 MI) TO THE
 AB2783'STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 AB2783'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AB2783'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AB2783'SET FLUSH WITH THE GROUND.  IT IS 22.7 M (74.5 FT) EAST OF THE CENTER
 AB2783'OF THE RUNWAY, 22.1 M (72.5 FT) WEST OF THE CENTER OF THE TURN AROUND,
 AB2783'16.9 M (55.4 FT) SOUTH OF THE CENTER OF THE CONNECTOR, 11.5 M (37.7
 AB2783'FT) SOUTHWEST OF THE CENTER OF A CONCRETE PAD FOR A CABLE LINE, AND
 AB2783'0.4 M (1.3 FT) WEST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.
 AB2783'AUG
 AB2783
 AB2783                          STATION RECOVERY (2004)
 AB2783
 AB2783'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 AB2783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2841 ***********************************************************************
 AB2841  PACS        -  This is a Primary Airport Control Station.
 AB2841  DESIGNATION -  4R2 A
 AB2841  PID         -  AB2841
 AB2841  STATE/COUNTY-  TX/LLANO
 AB2841  USGS QUAD   -  MARBLE FALLS (1967)
 AB2841
 AB2841                         *CURRENT SURVEY CONTROL
 AB2841  ___________________________________________________________________
 AB2841* NAD 83(1993)-  30 31 50.01644(N)    098 21 29.93436(W)     ADJUSTED  
 AB2841* NAVD 88     -       329.39   (meters)    1080.7    (feet)  GPS OBS   
 AB2841  ___________________________________________________________________
 AB2841  X           -    -799,334.535 (meters)                     COMP
 AB2841  Y           -  -5,440,468.980 (meters)                     COMP
 AB2841  Z           -   3,221,328.344 (meters)                     COMP
 AB2841  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 AB2841  ELLIP HEIGHT-         305.35  (meters)          (10/24/00) GPS OBS
 AB2841  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AB2841
 AB2841  HORZ ORDER  -  B
 AB2841  ELLP ORDER  -  FOURTH    CLASS II
 AB2841
 AB2841.This mark is at Austin (HORSESHOE BAY) Airport (4R2)
 AB2841
 AB2841.The horizontal coordinates were established by GPS observations
 AB2841.and adjusted by the National Geodetic Survey in February 1996..
 AB2841
 AB2841.The orthometric height was determined by GPS observations and a
 AB2841.high-resolution geoid model.
 AB2841
 AB2841.GPS derived orthometric heights for airport stations designated as
 AB2841.PACS or SACS are published to 2 decimal places.  This maintains
 AB2841.centimeter relative accuracy between the PACS and SACS.  It does
 AB2841.not indicate centimeter accuracy relative to other marks which are
 AB2841.part of the NAVD 88 network.
 AB2841
 AB2841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2841
 AB2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2841
 AB2841.The ellipsoidal height was determined by GPS observations
 AB2841.and is referenced to NAD 83.
 AB2841
 AB2841.The geoid height was determined by GEOID03.
 AB2841
 AB2841;                    North         East     Units Scale Factor Converg.
 AB2841;SPC TX C     - 3,097,449.905   889,514.318   MT  0.99991528   +1 01 02.1
 AB2841;SPC TX C     -10,162,216.90  2,918,348.22   sFT  0.99991528   +1 01 02.1
 AB2841;UTM  14      - 3,377,753.208   561,557.790   MT  0.99964675   +0 19 33.5
 AB2841
 AB2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2841!SPC TX C     -   0.99995205  x   0.99991528  =   0.99986733
 AB2841!UTM  14      -   0.99995205  x   0.99964675  =   0.99959882
 AB2841
 AB2841:                Primary Azimuth Mark                     Grid Az
 AB2841:SPC TX C     -  MARBPORT AZ MK                           358 47 11.6
 AB2841:UTM  14      -  MARBPORT AZ MK                           359 28 40.2
 AB2841
 AB2841|---------------------------------------------------------------------|
 AB2841| PID    Reference Object                     Distance      Geod. Az  |
 AB2841|                                                           dddmmss.s |
 AB2841| BN0806 MARBPORT AZ MK                      407.767 METERS 3594813.7 |
 AB2841|---------------------------------------------------------------------|
 AB2841
 AB2841                          SUPERSEDED SURVEY CONTROL
 AB2841
 AB2841  ELLIP H (02/20/96)  305.39   (m)                       GP(       ) 1 1
 AB2841
 AB2841.Superseded values are not recommended for survey control.
 AB2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2841.See file dsdata.txt to determine how the superseded data were derived.
 AB2841
 AB2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6155877753(NAD 83)
 AB2841_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2841_SETTING: 66 = SET IN ROCK OUTCROP
 AB2841_STAMPING: 4R2 A 1995
 AB2841_MARK LOGO: NGS   
 AB2841_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2841+STABILITY: POSITION/ELEVATION WELL
 AB2841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2841+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2841
 AB2841  HISTORY     - Date     Condition        Report By
 AB2841  HISTORY     - 1995     MONUMENTED       NGS
 AB2841
 AB2841                          STATION DESCRIPTION
 AB2841
 AB2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2841'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) SOUTHWEST OF MARBLE
 AB2841'FALLS, 0.8 KM (0.50 MI) WEST OF THE LLANO COUNTY LINE AND 2.5 KM (1.55
 AB2841'MI) SOUTH OF THE SOUTH EDGE OF LAKE L.B.J., AT THE HORSESHOE BAY
 AB2841'AIRPORT.  ON THE EAST SIDE OF THE RUNWAY, ABOUT 0.34 KM (0.20 MI)
 AB2841'NORTHEAST OF THE NORTH 1 OF 2 HANGARS, ON THE WEST SIDE OF A CURVED
 AB2841'ROAD PARALLELING THE RUNWAY, IN OUTCROPING BEDROCK.
 AB2841'OWENERSHIP--PRIVATE--BAY COUNTRY CLUB RESORTS, BOX 7766, MARBLE FALLS,
 AB2841'TX.  78654.  THE AIRPORT ADMINISTRATOR IS SEAN BIDWELL, PHONE
 AB2841'512-598-2556.  TO REACH THE STATION FROM THE SOUTH END OF THE COLORADO
 AB2841'RIVER BRIDGE AT MARBLE FALLS.  GO SOUTH ON U.S.  HIGHWAY 281 FOR 0.29
 AB2841'KM (0.20 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTHWEST, ON RANCH
 AB2841'ROAD 2147 FOR 6.9 KM (4.30 MI) TO A STEEL TOWER TRANSMISSION LINE
 AB2841'CROSSING.  CONTINUE AHEAD FOR 2.07 KM (1.30 MI) TO A PAVED ROAD ON THE
 AB2841'LEFT WITH A TRAFFIC ISLAND IN THE MIDDLE.  TURN LEFT, SOUTH, 0.26 KM
 AB2841'(0.15 MI) TO A FORK IN THE ROAD.  BEAR LEFT, SOUTHWESTERLY, UP THE
 AB2841'HILL ON CLAYTON NOLEN DRIVE FOR 0.79 KM (0.50 MI) PAST A WATER STORAGE
 AB2841'TANK ON THE LEFT TO AIRPARK DRIVE ON THE LEFT, AT THE TOP OF THE HILL,
 AB2841'TURN LEFT, SOUTH, 0.91 KM (0.55 MI) TO A LOCKED GATE ON THE LEFT AND
 AB2841'NORTH OF THE TERMINAL.  PASS THROUGH THE GATE, EAST, 0.13 KM (0.10 MI)
 AB2841'CROSSING THE APRON AND RUNWAY TO AN APRON ON THE EAST SIDE OF THE
 AB2841'RUNWAY AND A CURVED ROAD ON THE LEFT, TURN LEFT, NORTH, 0.44 KM (0.25
 AB2841'MI) TO THE STATION ON THE LEFT.  SET IN A 2X4 FOOT AREA OF EXPOSED
 AB2841'BEDROCK.  46.0 M (150.9 FT) NORTH OF THE BASE OF A HILL AND CURVE TO
 AB2841'THE RIGHT, 35.4 M (116.1 FT) EAST OF THE RUNWAY CENTERLINE, 33.5 M
 AB2841'(109.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SECOND VASI LIGHT
 AB2841'SOUTH OF THE NORTH END OF THE RUNWAY, 5.7 M (18.7 FT) WEST-NORTHWEST
 AB2841'OF THE ROAD CENTER, 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE RUNWAY, AND
 AB2841'0.9 M (3.0 FT) EAST-SOUTHEAST OF A WITNESS POST.  BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0215 ***********************************************************************
 CE0215  DESIGNATION -  5
 CE0215  PID         -  CE0215
 CE0215  STATE/COUNTY-  TX/EL PASO
 CE0215  USGS QUAD   -  CANUTILLO (1995)
 CE0215
 CE0215                         *CURRENT SURVEY CONTROL
 CE0215  ___________________________________________________________________
 CE0215* NAD 83(1986)-  31 53 08.     (N)    106 35 51.     (W)     SCALED    
 CE0215* NAVD 88     -      1147.381  (meters)    3764.37   (feet)  ADJUSTED  
 CE0215  ___________________________________________________________________
 CE0215  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CE0215  DYNAMIC HT  -        1145.675 (meters)    3758.77  (feet)  COMP
 CE0215  MODELED GRAV-     979,113.0   (mgal)                       NAVD 88
 CE0215
 CE0215  VERT ORDER  -  FIRST     CLASS II
 CE0215
 CE0215.The horizontal coordinates were scaled from a topographic map and have
 CE0215.an estimated accuracy of +/- 6 seconds.
 CE0215
 CE0215.The orthometric height was determined by differential leveling
 CE0215.and adjusted by the National Geodetic Survey in November 1996..
 CE0215
 CE0215.The geoid height was determined by GEOID03.
 CE0215
 CE0215.The dynamic height is computed by dividing the NAVD 88
 CE0215.geopotential number by the normal gravity value computed on the
 CE0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0215.degrees latitude (g = 980.6199 gals.).
 CE0215
 CE0215.The modeled gravity was interpolated from observed gravity values.
 CE0215
 CE0215;                    North         East    Units  Estimated Accuracy
 CE0215;SPC TX C     - 3,262,670.      107,660.      MT  (+/- 180 meters Scaled)
 CE0215
 CE0215                          SUPERSEDED SURVEY CONTROL
 CE0215
 CE0215  NAVD 88 (06/15/91) 1147.509  (m)         3764.79   (f) UNKNOWN     1 2
 CE0215
 CE0215.Superseded values are not recommended for survey control.
 CE0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0215.See file dsdata.txt to determine how the superseded data were derived.
 CE0215
 CE0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR489288(NAD 83)
 CE0215_MARKER: DD = SURVEY DISK
 CE0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0215_SP_SET: CONCRETE POST
 CE0215_STAMPING: 5 ELEV. 3764 FT.
 CE0215_MARK LOGO: USSC  
 CE0215_PROJECTION: PROJECTING 41 CENTIMETERS
 CE0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0215+STABILITY: SURFACE MOTION
 CE0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0215+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0215
 CE0215  HISTORY     - Date     Condition        Report By
 CE0215  HISTORY     - UNK      MONUMENTED       NMTXBC
 CE0215  HISTORY     - 1952     GOOD             NGS
 CE0215  HISTORY     - 1954     GOOD             NGS
 CE0215  HISTORY     - 1981     GOOD             NGS
 CE0215  HISTORY     - 19920504 POOR             USGS
 CE0215  HISTORY     - 19940418 SEE DESCRIPTION  NGS
 CE0215
 CE0215                          STATION DESCRIPTION
 CE0215
 CE0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0215'2.05 MI SE FROM CANUTILLO.
 CE0215'2.05 MILES SOUTHEAST ALONG U.S. HIGHWAYS 80 AND 85 FROM THE POST
 CE0215'OFFICE AT CANUTILLO, 166 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CE0215'HIGHWAY, 46.5 FEET SOUTH OF THE CENTER LINE OF AN OILED ROAD LEADING
 CE0215'SOUTHWEST, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE ATCHISON,
 CE0215'TOPEKA AND SANTA FE RAILROAD, 27 FEET SOUTHEAST OF A TELEPHONE POLE,
 CE0215'4.5 FEET NORTHEAST OF A FENCE, 1.5 FEET NORTHEAST OF A WITNESS POST,
 CE0215'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.4 FEET ABOVE THE
 CE0215'GROUND.
 CE0215
 CE0215                          STATION RECOVERY (1954)
 CE0215
 CE0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0215'RECOVERED IN GOOD CONDITION.
 CE0215
 CE0215                          STATION RECOVERY (1981)
 CE0215
 CE0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0215'THE MARK IS 0.5 M ABOVE THE ROAD.
 CE0215'3.0 KM (1.9 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0215'OFFICE IN CANUTILLO, AT THE INTERSECTION OF WEST BORDERLAND ROAD,
 CE0215'50.6 METERS (166.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 14.2
 CE0215'METERS (46.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 12.8 METERS
 CE0215'(42.0 FT) WEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 CE0215'RAILROAD AND 8.2 METERS (27.0 FT) SOUTHEAST OF A UTILITY POLE.
 CE0215'NOTE=THE MONUMENT IS LEANING SLIGHTLY TO THE WEST BUT IS SOLID IN
 CE0215'PLACE.
 CE0215'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CE0215
 CE0215                          STATION RECOVERY (1992)
 CE0215
 CE0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0215'MARK RECOVERED IN POOR CONDITION.
 CE0215
 CE0215                          STATION RECOVERY (1994)
 CE0215
 CE0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0215'3.1 KM (1.90 MI) SOUTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0215'THE POST OFFICE IN CANUTILLO, 49.9 M (163.7 FT) WEST OF THE HIGHWAY
 CE0215'CENTERLINE, 12.9 M (42.3 FT) SOUTHWEST OF THE NEAR RAIL OF THE SANTA
 CE0215'FE RAILROAD, 12.9 M (42.3 FT) SOUTH OF THE CENTER OF BORDERLAND ROAD,
 CE0215'5.3 M (17.4 FT) SOUTHEAST OF A CHAIN-LINK FENCE CORNER, 0.5 M
 CE0215'(1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.5 M
 CE0215'(1.6 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT IS LEANING TO
 CE0215'THE WEST, BUT IT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1144 ***********************************************************************
 FL1144  DESIGNATION -  5
 FL1144  PID         -  FL1144
 FL1144  STATE/COUNTY-  TX/POTTER
 FL1144  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1144
 FL1144                         *CURRENT SURVEY CONTROL
 FL1144  ___________________________________________________________________
 FL1144* NAD 83(1986)-  35 16 18.     (N)    101 48 00.     (W)     SCALED    
 FL1144* NAVD 88     -      1069.152  (meters)    3507.71   (feet)  ADJUSTED  
 FL1144  ___________________________________________________________________
 FL1144  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL1144  DYNAMIC HT  -        1067.888 (meters)    3503.56  (feet)  COMP
 FL1144  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 FL1144
 FL1144  VERT ORDER  -  SECOND    CLASS 0
 FL1144
 FL1144.The horizontal coordinates were scaled from a topographic map and have
 FL1144.an estimated accuracy of +/- 6 seconds.
 FL1144
 FL1144.The orthometric height was determined by differential leveling
 FL1144.and adjusted by the National Geodetic Survey in June 1991..
 FL1144
 FL1144.The geoid height was determined by GEOID03.
 FL1144
 FL1144.The dynamic height is computed by dividing the NAVD 88
 FL1144.geopotential number by the normal gravity value computed on the
 FL1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1144.degrees latitude (g = 980.6199 gals.).
 FL1144
 FL1144.The modeled gravity was interpolated from observed gravity values.
 FL1144
 FL1144;                    North         East    Units  Estimated Accuracy
 FL1144;SPC TX N     - 1,141,120.      172,710.      MT  (+/- 180 meters Scaled)
 FL1144
 FL1144                          SUPERSEDED SURVEY CONTROL
 FL1144
 FL1144  NGVD 29 (??/??/92) 1068.642  (m)         3506.04   (f) ADJ UNCH    2 0
 FL1144
 FL1144.Superseded values are not recommended for survey control.
 FL1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1144.See file dsdata.txt to determine how the superseded data were derived.
 FL1144
 FL1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE453067(NAD 83)
 FL1144_MARKER: B = BOLT
 FL1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1144+STABILITY: SURFACE MOTION
 FL1144
 FL1144  HISTORY     - Date     Condition        Report By
 FL1144  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1144  HISTORY     - 1934     GOOD             NGS
 FL1144
 FL1144                          STATION DESCRIPTION
 FL1144
 FL1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1144'6.3 MI N FROM AMARILLO.
 FL1144'6.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1144'AMARILLO, POTTER COUNTY, OPPOSITE MILEPOST 5, 48 FEET EAST OF THE
 FL1144'CENTER LINE OF THE TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 FL1144'AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0597 ***********************************************************************
 AN0597  DESIGNATION -  5
 AN0597  PID         -  AN0597
 AN0597  STATE/COUNTY-  TX/CALHOUN
 AN0597  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0597
 AN0597                         *CURRENT SURVEY CONTROL
 AN0597  ___________________________________________________________________
 AN0597* NAD 83(1986)-  28 36 54.     (N)    096 37 20.     (W)     SCALED    
 AN0597* NAVD 88     -         1.53   (+/-2cm)       5.0    (feet)  VERTCON   
 AN0597  ___________________________________________________________________
 AN0597  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0597
 AN0597  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0597
 AN0597.The horizontal coordinates were scaled from a topographic map and have
 AN0597.an estimated accuracy of +/- 6 seconds.
 AN0597
 AN0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0597.The vertical order pertains to the NGVD 29 superseded value.
 AN0597
 AN0597.The geoid height was determined by GEOID03.
 AN0597
 AN0597;                    North         East    Units  Estimated Accuracy
 AN0597;SPC TXSC     - 4,089,000.      832,510.      MT  (+/- 180 meters Scaled)
 AN0597
 AN0597                          SUPERSEDED SURVEY CONTROL
 AN0597
 AN0597  NGVD 29 (??/??/92)    1.655  (m)            5.43   (f) ADJ UNCH    1 2
 AN0597
 AN0597.Superseded values are not recommended for survey control.
 AN0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0597.See file dsdata.txt to determine how the superseded data were derived.
 AN0597
 AN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS324676(NAD 83)
 AN0597_MARKER: DD = SURVEY DISK
 AN0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0597_SP_SET: TILE
 AN0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0597
 AN0597  HISTORY     - Date     Condition        Report By
 AN0597  HISTORY     - UNK      MONUMENTED       DOD
 AN0597  HISTORY     - 1950     MARK NOT FOUND   NGS
 AN0597  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0597  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0597
 AN0597                          STATION DESCRIPTION
 AN0597
 AN0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0597'IN PORT LAVACA.
 AN0597'AT PORT LAVACA, CALHOUN COUNTY, ABOUT 420 FEET WEST OF A SHELL ROAD
 AN0597'LEADING TO THE SMITH FISH CO. WHARF, 51 FEET SOUTH OF THE PROLONGATION
 AN0597'OF THE SOUTH SIDE OF THE SHELL FISH CAFE, AND 3.5 FEET WEST OF THE SEA
 AN0597'WALL.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, SET IN THE TOP
 AN0597'OF A 4-INCH CONCRETE-FILLED TILE PIPE ABOUT FLUSH WITH THE GROUND.
 AN0597
 AN0597                          STATION RECOVERY (1990)
 AN0597
 AN0597'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0597'MARK NOT FOUND.
 AN0597
 AN0597                          STATION RECOVERY (1998)
 AN0597
 AN0597'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0944 ***********************************************************************
 BZ0944  DESIGNATION -  5 1/2 USE
 BZ0944  PID         -  BZ0944
 BZ0944  STATE/COUNTY-  TX/BELL
 BZ0944  USGS QUAD   -  FORT HOOD (1995)
 BZ0944
 BZ0944                         *CURRENT SURVEY CONTROL
 BZ0944  ___________________________________________________________________
 BZ0944* NAD 83(1986)-  31 08 38.     (N)    097 46 23.     (W)     SCALED    
 BZ0944* NAVD 88     -       288.205  (meters)     945.55   (feet)  ADJUSTED  
 BZ0944  ___________________________________________________________________
 BZ0944  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BZ0944  DYNAMIC HT  -         287.820 (meters)     944.29  (feet)  COMP
 BZ0944  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 BZ0944
 BZ0944  VERT ORDER  -  FIRST     CLASS II
 BZ0944
 BZ0944.The horizontal coordinates were scaled from a topographic map and have
 BZ0944.an estimated accuracy of +/- 6 seconds.
 BZ0944
 BZ0944.The orthometric height was determined by differential leveling
 BZ0944.and adjusted by the National Geodetic Survey in June 1991..
 BZ0944
 BZ0944.The geoid height was determined by GEOID03.
 BZ0944
 BZ0944.The dynamic height is computed by dividing the NAVD 88
 BZ0944.geopotential number by the normal gravity value computed on the
 BZ0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0944.degrees latitude (g = 980.6199 gals.).
 BZ0944
 BZ0944.The modeled gravity was interpolated from observed gravity values.
 BZ0944
 BZ0944;                    North         East    Units  Estimated Accuracy
 BZ0944;SPC TX C     - 3,166,570.      944,100.      MT  (+/- 180 meters Scaled)
 BZ0944
 BZ0944                          SUPERSEDED SURVEY CONTROL
 BZ0944
 BZ0944  NGVD 29 (??/??/92)  288.122  (m)          945.28   (f) ADJ UNCH    1 2
 BZ0944
 BZ0944.Superseded values are not recommended for survey control.
 BZ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0944.See file dsdata.txt to determine how the superseded data were derived.
 BZ0944
 BZ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV169461(NAD 83)
 BZ0944_MARKER: DD = SURVEY DISK
 BZ0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0944+STABILITY: SURFACE MOTION
 BZ0944
 BZ0944  HISTORY     - Date     Condition        Report By
 BZ0944  HISTORY     - UNK      MONUMENTED       DOD
 BZ0944  HISTORY     - 1957     MARK NOT FOUND   DOD
 BZ0944  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0944
 BZ0944                          STATION DESCRIPTION
 BZ0944
 BZ0944'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0944'5.8 MI NW FROM KILLEEN.
 BZ0944'5.8 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 0.3 MILE WEST ALONG THE
 BZ0944'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.7 MILE NORTH
 BZ0944'ALONG COLLEGE AVENUE, 0.1 MILE WEST ALONG DEAN STREET, 0.3 MILE NORTH
 BZ0944'ALONG GARTH STREET, 0.8 MILE NORTH ALONG THE AIRPORT ROAD, 1.1 MILES
 BZ0944'SOUTHWEST ALONG PARK AVENUE, 0.25 MILE SOUTH ALONG TWENTIETH STREET,
 BZ0944'1.0 MILE WEST ALONG BATTALION AVENUE, 0.2 MILE NORTH ALONG
 BZ0944'THIRTY-SEVENTH STREET, 1.0 MILE WEST ALONG CENTRAL AVENUE, ON THE FORT
 BZ0944'HOOD MILITARY RESERVATION, 50 FEET NORTHWEST OF THE CENTER OF A
 BZ0944'JUNCTION OF FIFTY-SEVENTH STREET, 44 FEET NORTH OF THE CENTERLINE OF
 BZ0944'CENTRAL AVENUE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND SET IN
 BZ0944'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 BZ0944
 BZ0944                          STATION RECOVERY (2001)
 BZ0944
 BZ0944'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0116 ***********************************************************************
 CC0116  DESIGNATION -  5 ARD USGS
 CC0116  PID         -  CC0116
 CC0116  STATE/COUNTY-  TX/MIDLAND
 CC0116  USGS QUAD   -  BRYANT RANCH (1974)
 CC0116
 CC0116                         *CURRENT SURVEY CONTROL
 CC0116  ___________________________________________________________________
 CC0116* NAD 83(1986)-  31 48 48.     (N)    102 01 38.     (W)     SCALED    
 CC0116* NAVD 88     -       827.006  (meters)    2713.27   (feet)  ADJUSTED  
 CC0116  ___________________________________________________________________
 CC0116  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CC0116  DYNAMIC HT  -         825.839 (meters)    2709.44  (feet)  COMP
 CC0116  MODELED GRAV-     979,200.5   (mgal)                       NAVD 88
 CC0116
 CC0116  VERT ORDER  -  SECOND    CLASS 0
 CC0116
 CC0116.The horizontal coordinates were scaled from a topographic map and have
 CC0116.an estimated accuracy of +/- 6 seconds.
 CC0116
 CC0116.The orthometric height was determined by differential leveling
 CC0116.and adjusted by the National Geodetic Survey in June 1991..
 CC0116
 CC0116.The geoid height was determined by GEOID03.
 CC0116
 CC0116.The dynamic height is computed by dividing the NAVD 88
 CC0116.geopotential number by the normal gravity value computed on the
 CC0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0116.degrees latitude (g = 980.6199 gals.).
 CC0116
 CC0116.The modeled gravity was interpolated from observed gravity values.
 CC0116
 CC0116;                    North         East    Units  Estimated Accuracy
 CC0116;SPC TX C     - 3,239,200.      539,630.      MT  (+/- 180 meters Scaled)
 CC0116
 CC0116                          SUPERSEDED SURVEY CONTROL
 CC0116
 CC0116  NGVD 29 (??/??/92)  826.655  (m)         2712.12   (f) ADJ UNCH    2 0
 CC0116
 CC0116.Superseded values are not recommended for survey control.
 CC0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0116.See file dsdata.txt to determine how the superseded data were derived.
 CC0116
 CC0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR814235(NAD 83)
 CC0116_MARKER: DD = SURVEY DISK
 CC0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0116_STAMPING: 5 ARD 1964
 CC0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0116+STABILITY: SURFACE MOTION
 CC0116
 CC0116  HISTORY     - Date     Condition        Report By
 CC0116  HISTORY     - 1964     MONUMENTED       USGS
 CC0116  HISTORY     - 1967     GOOD             NGS
 CC0116  HISTORY     - 20010217 GOOD             USPSQD
 CC0116
 CC0116                          STATION DESCRIPTION
 CC0116
 CC0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0116'12.9 MI S FROM MIDLAND.
 CC0116'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0116'THE STATION AT MIDLAND, THENCE 12.75 MILES SOUTH ALONG STATE HIGHWAY
 CC0116'349, 100 YARDS SOUTH OF THE CREST OF A SMALL HILL, 59 FEET EAST OF THE
 CC0116'CENTER LINE OF THE HIGHWAY, 1 1/2 FEET WEST OF A HIGHWAY RIGHT-OF-WAY
 CC0116'MARKER POST, 1.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 CC0116'BELOW THE LEVEL OF THE HIGHWAY, A US GEOLOGICAL SURVEY DISK SET IN THE
 CC0116'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 CC0116
 CC0116                          STATION RECOVERY (2001)
 CC0116
 CC0116'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0269 ***********************************************************************
 AJ0269  DESIGNATION -  5 B
 AJ0269  PID         -  AJ0269
 AJ0269  STATE/COUNTY-  TX/BROOKS
 AJ0269  USGS QUAD   -  CAGE RANCH (1963)
 AJ0269
 AJ0269                         *CURRENT SURVEY CONTROL
 AJ0269  ___________________________________________________________________
 AJ0269* NAD 83(1986)-  27 04 52.     (N)    098 08 41.     (W)     SCALED    
 AJ0269* NAVD 88     -        36.360  (meters)     119.29   (feet)  ADJUSTED  
 AJ0269  ___________________________________________________________________
 AJ0269  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AJ0269  DYNAMIC HT  -          36.302 (meters)     119.10  (feet)  COMP
 AJ0269  MODELED GRAV-     979,059.0   (mgal)                       NAVD 88
 AJ0269
 AJ0269  VERT ORDER  -  SECOND    CLASS 0
 AJ0269
 AJ0269.The horizontal coordinates were scaled from a topographic map and have
 AJ0269.an estimated accuracy of +/- 6 seconds.
 AJ0269
 AJ0269.The orthometric height was determined by differential leveling
 AJ0269.and adjusted by the National Geodetic Survey in June 1991..
 AJ0269
 AJ0269.The geoid height was determined by GEOID03.
 AJ0269
 AJ0269.The dynamic height is computed by dividing the NAVD 88
 AJ0269.geopotential number by the normal gravity value computed on the
 AJ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0269.degrees latitude (g = 980.6199 gals.).
 AJ0269
 AJ0269.The modeled gravity was interpolated from observed gravity values.
 AJ0269
 AJ0269;                    North         East    Units  Estimated Accuracy
 AJ0269;SPC TX S     - 5,156,760.      335,230.      MT  (+/- 180 meters Scaled)
 AJ0269
 AJ0269                          SUPERSEDED SURVEY CONTROL
 AJ0269
 AJ0269  NGVD 29 (??/??/92)   36.464  (m)          119.63   (f) ADJ UNCH    2 0
 AJ0269
 AJ0269.Superseded values are not recommended for survey control.
 AJ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0269.See file dsdata.txt to determine how the superseded data were derived.
 AJ0269
 AJ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ847957(NAD 83)
 AJ0269_MARKER: DD = SURVEY DISK
 AJ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0269+STABILITY: SURFACE MOTION
 AJ0269
 AJ0269  HISTORY     - Date     Condition        Report By
 AJ0269  HISTORY     - UNK      MONUMENTED       TXGS
 AJ0269  HISTORY     - 1942     GOOD             NGS
 AJ0269  HISTORY     - 1954     MARK NOT FOUND   TXHD
 AJ0269
 AJ0269                          STATION DESCRIPTION
 AJ0269
 AJ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0269'0.4 MI N FROM BARROSO.
 AJ0269'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT BARROSO--
 AJ0269'PROCEED 0.4 MILE NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0269'SITE OF THE BENCH MARK.  BENCH MARK IS 42.8 FEET WEST OF AND ABOUT 2.5
 AJ0269'FEET BELOW THE CENTERLINE OF THE TRACKS, 15.0 FEET SOUTHEAST OF A
 AJ0269'TELEPHONE POLE, 6.0 FEET EAST OF THE LINE OF POLES ON THE WEST SIDE OF
 AJ0269'THE TRACK.  THE MONUMENT PROJECTS 0.2 FOOT.
 AJ0269
 AJ0269                          STATION RECOVERY (1954)
 AJ0269
 AJ0269'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1954
 AJ0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0442 ***********************************************************************
 CE0442  DESIGNATION -  5 REB
 CE0442  PID         -  CE0442
 CE0442  STATE/COUNTY-  TX/EL PASO
 CE0442  USGS QUAD   -  SMELTERTOWN (1994)
 CE0442
 CE0442                         *CURRENT SURVEY CONTROL
 CE0442  ___________________________________________________________________
 CE0442* NAD 83(1986)-  31 52 29.     (N)    106 35 33.     (W)     SCALED    
 CE0442* NAVD 88     -      1144.331  (meters)    3754.36   (feet)  ADJUSTED  
 CE0442  ___________________________________________________________________
 CE0442  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0442  DYNAMIC HT  -        1142.630 (meters)    3748.78  (feet)  COMP
 CE0442  MODELED GRAV-     979,113.6   (mgal)                       NAVD 88
 CE0442
 CE0442  VERT ORDER  -  FIRST     CLASS II
 CE0442
 CE0442.The horizontal coordinates were scaled from a topographic map and have
 CE0442.an estimated accuracy of +/- 6 seconds.
 CE0442
 CE0442.The orthometric height was determined by differential leveling
 CE0442.and adjusted by the National Geodetic Survey in November 1996..
 CE0442
 CE0442.The geoid height was determined by GEOID03.
 CE0442
 CE0442.The dynamic height is computed by dividing the NAVD 88
 CE0442.geopotential number by the normal gravity value computed on the
 CE0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0442.degrees latitude (g = 980.6199 gals.).
 CE0442
 CE0442.The modeled gravity was interpolated from observed gravity values.
 CE0442
 CE0442;                    North         East    Units  Estimated Accuracy
 CE0442;SPC TX C     - 3,261,440.      108,060.      MT  (+/- 180 meters Scaled)
 CE0442
 CE0442                          SUPERSEDED SURVEY CONTROL
 CE0442
 CE0442  NAVD 88 (06/15/91) 1144.320  (m)         3754.32   (f) UNKNOWN     1 2
 CE0442
 CE0442.Superseded values are not recommended for survey control.
 CE0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0442.See file dsdata.txt to determine how the superseded data were derived.
 CE0442
 CE0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR493276(NAD 83)
 CE0442_MARKER: DD = SURVEY DISK
 CE0442_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0442_SP_SET: CULVERT HEADWALL
 CE0442_STAMPING: 5 REB 1979
 CE0442_MARK LOGO: USGS  
 CE0442_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0442+STABILITY: SURFACE MOTION
 CE0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0442+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0442
 CE0442  HISTORY     - Date     Condition        Report By
 CE0442  HISTORY     - 1979     MONUMENTED       USGS
 CE0442  HISTORY     - 1981     GOOD             NGS
 CE0442  HISTORY     - 19940418 GOOD             NGS
 CE0442
 CE0442                          STATION DESCRIPTION
 CE0442
 CE0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0442'4.3 KM (2.7 MI) SE FROM CANUTILLO.
 CE0442'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 CE0442'4.3 KM (2.7 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 CE0442'IN CANUTILLO, AT THE TONY IRELAND FURNITURE SALES INC. 6020 DONIPHAN
 CE0442'ROAD, IN TOP CENTER OF THE NORTHEAST HEADWALL OF A CONCRETE BOX
 CE0442'CULVERT, 11.3 METERS (37.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 CE0442'HIGHWAY, 10.5 METERS (34.5 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY
 CE0442'AND 7.5 METERS (24.6 FT) NORTHWEST OF A STONE WALL.
 CE0442
 CE0442                          STATION RECOVERY (1994)
 CE0442
 CE0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0442'4.4 KM (2.75 MI) SOUTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0442'THE POST OFFICE IN CANUTILLO, IN TOP OF AND 1.2 M (3.9 FT) NORTH OF
 CE0442'THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A BOX CULVERT UNDER
 CE0442'THE HIGHWAY, 11.4 M (37.4 FT) EAST OF THE HIGHWAY CENTERLINE, 9.3 M
 CE0442'(30.5 FT) NORTH OF THE CENTER OF THE MOST NORTHERLY OF 3 ENTRANCE
 CE0442'DRIVEWAYS TO THE DONIPHAN BUSINESS PARK, AND 0.3 M (1.0 FT) BELOW THE
 CE0442'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1076 ***********************************************************************
 AY1076  DESIGNATION -  5 TXHD
 AY1076  PID         -  AY1076
 AY1076  STATE/COUNTY-  TX/KENDALL
 AY1076  USGS QUAD   -  BOERNE (1982)
 AY1076
 AY1076                         *CURRENT SURVEY CONTROL
 AY1076  ___________________________________________________________________
 AY1076* NAD 83(1986)-  29 46 49.     (N)    098 43 55.     (W)     SCALED    
 AY1076* NAVD 88     -       438.269  (meters)    1437.89   (feet)  POSTED    
 AY1076  ___________________________________________________________________
 AY1076  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AY1076  DYNAMIC HT  -         437.630 (meters)    1435.79  (feet)  COMP
 AY1076  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 AY1076
 AY1076  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AY1076
 AY1076.The horizontal coordinates were scaled from a topographic map and have
 AY1076.an estimated accuracy of +/- 6 seconds.
 AY1076
 AY1076.The orthometric height was determined by differential leveling
 AY1076.and adjusted by the National Geodetic Survey in 1992..
 AY1076.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AY1076.rate greater than 8.0 mm/km.
 AY1076
 AY1076.The geoid height was determined by GEOID03.
 AY1076
 AY1076.The dynamic height is computed by dividing the NAVD 88
 AY1076.geopotential number by the normal gravity value computed on the
 AY1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1076.degrees latitude (g = 980.6199 gals.).
 AY1076
 AY1076.The modeled gravity was interpolated from observed gravity values.
 AY1076
 AY1076;                    North         East    Units  Estimated Accuracy
 AY1076;SPC TXSC     - 4,215,810.      625,920.      MT  (+/- 180 meters Scaled)
 AY1076
 AY1076                          SUPERSEDED SURVEY CONTROL
 AY1076
 AY1076  NGVD 29 (??/??/92)  438.176  (m)         1437.58   (f) ADJ UNCH    2 0
 AY1076
 AY1076.Superseded values are not recommended for survey control.
 AY1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1076.See file dsdata.txt to determine how the superseded data were derived.
 AY1076
 AY1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT259944(NAD 83)
 AY1076_MARKER: DD = SURVEY DISK
 AY1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1076+STABILITY: SURFACE MOTION
 AY1076
 AY1076  HISTORY     - Date     Condition        Report By
 AY1076  HISTORY     - UNK      MONUMENTED       TXHD
 AY1076  HISTORY     - 1953     GOOD             NGS
 AY1076  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1076  HISTORY     - 1990     GOOD             USPSQD
 AY1076
 AY1076                          STATION DESCRIPTION
 AY1076
 AY1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1076'0.9 MI S FROM BOERNE.
 AY1076'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1076'270 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTH OF THE
 AY1076'CENTER LINE OF A FARM ROAD WHICH IS NOW UNDER CONSTRUCTION, 2 FEET
 AY1076'NORTHEAST OF A WITNESS POST, IN A FENCE LINE, SET IN THE TOP OF A
 AY1076'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AY1076
 AY1076                          STATION RECOVERY (1982)
 AY1076
 AY1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1076'SEARCHED FOR, NOT RECOVERED, ASSUMED KNOCKED OUT BY ROAD MAINTENANCE.
 AY1076
 AY1076                          STATION RECOVERY (1990)
 AY1076
 AY1076'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0243 ***********************************************************************
 AB0243  DESIGNATION -  5 USE
 AB0243  PID         -  AB0243
 AB0243  STATE/COUNTY-  TX/CAMERON
 AB0243  USGS QUAD   -  PORT ISABEL (1983)
 AB0243
 AB0243                         *CURRENT SURVEY CONTROL
 AB0243  ___________________________________________________________________
 AB0243* NAD 83(1986)-  26 03 50.     (N)    097 12 58.     (W)     SCALED    
 AB0243* NAVD 88     -         3.041  (meters)       9.98   (feet)  ADJUSTED  
 AB0243  ___________________________________________________________________
 AB0243  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 AB0243  DYNAMIC HT  -           3.036 (meters)       9.96  (feet)  COMP
 AB0243  MODELED GRAV-     979,065.6   (mgal)                       NAVD 88
 AB0243
 AB0243  VERT ORDER  -  FIRST     CLASS II
 AB0243
 AB0243.The horizontal coordinates were scaled from a topographic map and have
 AB0243.an estimated accuracy of +/- 6 seconds.
 AB0243
 AB0243.The orthometric height was determined by differential leveling
 AB0243.and adjusted by the National Geodetic Survey in June 1991..
 AB0243
 AB0243.The geoid height was determined by GEOID03.
 AB0243
 AB0243.The dynamic height is computed by dividing the NAVD 88
 AB0243.geopotential number by the normal gravity value computed on the
 AB0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0243.degrees latitude (g = 980.6199 gals.).
 AB0243
 AB0243.The modeled gravity was interpolated from observed gravity values.
 AB0243
 AB0243;                    North         East    Units  Estimated Accuracy
 AB0243;SPC TX S     - 5,044,660.      428,470.      MT  (+/- 180 meters Scaled)
 AB0243
 AB0243                          SUPERSEDED SURVEY CONTROL
 AB0243
 AB0243  NGVD 29 (??/??/92)    3.148  (m)           10.33   (f) ADJ UNCH    1 2
 AB0243
 AB0243.Superseded values are not recommended for survey control.
 AB0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0243.See file dsdata.txt to determine how the superseded data were derived.
 AB0243
 AB0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP784839(NAD 83)
 AB0243_MARKER: DD = SURVEY DISK
 AB0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0243+STABILITY: SURFACE MOTION
 AB0243
 AB0243  HISTORY     - Date     Condition        Report By
 AB0243  HISTORY     - UNK      MONUMENTED       DOD
 AB0243  HISTORY     - 1951     GOOD             NGS
 AB0243  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0243  HISTORY     - 1987     GOOD             USPSQD
 AB0243
 AB0243                          STATION DESCRIPTION
 AB0243
 AB0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0243'0.3 MI N FROM PORT ISABEL.
 AB0243'0.3 MILE NORTH ALONG A PAVED ROAD FROM THE WATER TOWER AT THE TURNING
 AB0243'BASIN AT PORT ISABEL, 232 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 AB0243'WOODEN RESERVOIR, 95 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 AB0243'1.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AB0243'WHICH IS FLUSH WITH THE GROUND.
 AB0243
 AB0243                          STATION RECOVERY (1982)
 AB0243
 AB0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0243'NOT RECOVERED AT THIS TIME, SEARCHED FOR BUT PROBABLY DESTROYED BY
 AB0243'CONSTRUCTION.
 AB0243
 AB0243                          STATION RECOVERY (1987)
 AB0243
 AB0243'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0943 ***********************************************************************
 BZ0943  DESIGNATION -  5 USE
 BZ0943  PID         -  BZ0943
 BZ0943  STATE/COUNTY-  TX/BELL
 BZ0943  USGS QUAD   -  FORT HOOD (1995)
 BZ0943
 BZ0943                         *CURRENT SURVEY CONTROL
 BZ0943  ___________________________________________________________________
 BZ0943* NAD 83(1986)-  31 08 37.     (N)    097 46 22.     (W)     SCALED    
 BZ0943* NAVD 88     -       287.586  (meters)     943.52   (feet)  ADJUSTED  
 BZ0943  ___________________________________________________________________
 BZ0943  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BZ0943  DYNAMIC HT  -         287.202 (meters)     942.26  (feet)  COMP
 BZ0943  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 BZ0943
 BZ0943  VERT ORDER  -  FIRST     CLASS II
 BZ0943
 BZ0943.The horizontal coordinates were scaled from a topographic map and have
 BZ0943.an estimated accuracy of +/- 6 seconds.
 BZ0943
 BZ0943.The orthometric height was determined by differential leveling
 BZ0943.and adjusted by the National Geodetic Survey in June 1991..
 BZ0943
 BZ0943.The geoid height was determined by GEOID03.
 BZ0943
 BZ0943.The dynamic height is computed by dividing the NAVD 88
 BZ0943.geopotential number by the normal gravity value computed on the
 BZ0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0943.degrees latitude (g = 980.6199 gals.).
 BZ0943
 BZ0943.The modeled gravity was interpolated from observed gravity values.
 BZ0943
 BZ0943;                    North         East    Units  Estimated Accuracy
 BZ0943;SPC TX C     - 3,166,540.      944,130.      MT  (+/- 180 meters Scaled)
 BZ0943
 BZ0943                          SUPERSEDED SURVEY CONTROL
 BZ0943
 BZ0943  NGVD 29 (??/??/92)  287.504  (m)          943.25   (f) ADJ UNCH    1 2
 BZ0943
 BZ0943.Superseded values are not recommended for survey control.
 BZ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0943.See file dsdata.txt to determine how the superseded data were derived.
 BZ0943
 BZ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV169461(NAD 83)
 BZ0943_MARKER: Q = CHISELED SQUARE
 BZ0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0943+STABILITY: SURFACE MOTION
 BZ0943
 BZ0943  HISTORY     - Date     Condition        Report By
 BZ0943  HISTORY     - UNK      MONUMENTED       DOD
 BZ0943  HISTORY     - 1957     GOOD             DOD
 BZ0943  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0943
 BZ0943                          STATION DESCRIPTION
 BZ0943
 BZ0943'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0943'5.7 MI NW FROM KILLEEN.
 BZ0943'5.7 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 0.3 MILE WEST ALONG THE
 BZ0943'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.7 MILE NORTH
 BZ0943'ALONG COLLEGE STREET, 0.1 MILE WEST ALONG DEAN STREET, 0.3 MILE NORTH
 BZ0943'ALONG GARTH STREET, 0.8 MILE NORTH ALONG THE AIRPORT ROAD, 1.1 MILES
 BZ0943'SOUTHWEST ALONG PARK AVENUE, 0.25 MILE SOUTH ALONG TWENTIETH STREET,
 BZ0943'1.0 MILE WEST ALONG BATTALION AVENUE, 0.2 MILE NORTH ALONG
 BZ0943'THIRTY-SEVENTH STREET, 1.0 MILE WEST ALONG CENTRAL AVENUE, ON THE FORT
 BZ0943'HOOD MILITARY RESERVATION, 50 FEET NORTHWEST OF THE CENTER OF A
 BZ0943'JUNCTION OF FIFTY-SEVENTH STREET, 44 FEET NORTH OF THE CENTERLINE OF
 BZ0943'CENTRAL AVENUE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND SET IN
 BZ0943'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 BZ0943
 BZ0943                          STATION RECOVERY (2001)
 BZ0943
 BZ0943'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1960 ***********************************************************************
 AW1960  DESIGNATION -  5 UTX
 AW1960  PID         -  AW1960
 AW1960  STATE/COUNTY-  TX/HARRIS
 AW1960  USGS QUAD   -  LA PORTE (1982)
 AW1960
 AW1960                         *CURRENT SURVEY CONTROL
 AW1960  ___________________________________________________________________
 AW1960* NAD 83(1986)-  29 44 57.     (N)    095 04 43.     (W)     SCALED    
 AW1960* NAVD 88     -         7.42   (+/-2cm)      24.3    (feet)  VERTCON   
 AW1960  ___________________________________________________________________
 AW1960  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1960
 AW1960  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1960
 AW1960.The horizontal coordinates were scaled from a topographic map and have
 AW1960.an estimated accuracy of +/- 6 seconds.
 AW1960
 AW1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1960.The vertical order pertains to the NGVD 29 superseded value.
 AW1960
 AW1960.The geoid height was determined by GEOID03.
 AW1960
 AW1960;                    North         East    Units  Estimated Accuracy
 AW1960;SPC TXSC     - 4,218,680.      979,200.      MT  (+/- 180 meters Scaled)
 AW1960
 AW1960                          SUPERSEDED SURVEY CONTROL
 AW1960
 AW1960  NGVD 29 (??/??/92)    7.419  (m)           24.34   (f) ADJ UNCH    1 2
 AW1960
 AW1960.Superseded values are not recommended for survey control.
 AW1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1960.See file dsdata.txt to determine how the superseded data were derived.
 AW1960
 AW1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN989928(NAD 83)
 AW1960_MARKER: Z = SEE DESCRIPTION
 AW1960_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1960_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1960
 AW1960  HISTORY     - Date     Condition        Report By
 AW1960  HISTORY     - UNK      MONUMENTED       UTX
 AW1960  HISTORY     - 1964     GOOD             NGS
 AW1960  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1960  HISTORY     - 19971114 MARK NOT FOUND   USPSQD
 AW1960  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1960  HISTORY     - 20030213 MARK NOT FOUND   USPSQD
 AW1960  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW1960
 AW1960                          STATION DESCRIPTION
 AW1960
 AW1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1960'1.4 MI SE FROM LYNCHBURG.
 AW1960'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW1960'LANDING AT LYNCHBURG, THENCE 0.6 MILE EAST ALONG THE SAN JACINTO
 AW1960'MONUMENT ROAD, 263 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD AROUND
 AW1960'THE MONUMENT, 211 FEET SOUTHEAST OF THE EAST END OF A SMALL HEDGE ROW
 AW1960'ON THE SOUTHEAST EDGE OF THE ROAD, 22 FEET NORTHWEST OF A 10-INCH OAK
 AW1960'TREE, A 1-INCH BRASS PLUG IN THE TOP OF A 1-INCH IRON PIPE AND ENCASED
 AW1960'IN A 12-INCH PIPE WITH A STEEL COVER, AND ABOUT FLUSH WITH THE GROUND.
 AW1960
 AW1960                          STATION RECOVERY (1978)
 AW1960
 AW1960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1960'NOT RECOVERED.  NOTE=PARK SUPERINTENDENT STATED THAT THE PIPES HAVE
 AW1960'BEEN REMOVED.
 AW1960
 AW1960                          STATION RECOVERY (1997)
 AW1960
 AW1960'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1960'MARK NOT FOUND.
 AW1960
 AW1960                          STATION RECOVERY (2001)
 AW1960
 AW1960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1960'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1960
 AW1960                          STATION RECOVERY (2003)
 AW1960
 AW1960'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AW1960'MARK NOT FOUND.
 AW1960
 AW1960                          STATION RECOVERY (2004)
 AW1960
 AW1960'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1469 ***********************************************************************
 AJ1469  DESIGNATION -  5 WR
 AJ1469  PID         -  AJ1469
 AJ1469  STATE/COUNTY-  TX/WEBB
 AJ1469  USGS QUAD   -  DOLORES RANCH (1965)
 AJ1469
 AJ1469                         *CURRENT SURVEY CONTROL
 AJ1469  ___________________________________________________________________
 AJ1469* NAD 83(1986)-  27 41 41.     (N)    099 43 00.     (W)     SCALED    
 AJ1469* NAVD 88     -       150.79   (+/-2cm)     494.7    (feet)  VERTCON   
 AJ1469  ___________________________________________________________________
 AJ1469  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AJ1469
 AJ1469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1469
 AJ1469.The horizontal coordinates were scaled from a topographic map and have
 AJ1469.an estimated accuracy of +/- 6 seconds.
 AJ1469
 AJ1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1469.The vertical order pertains to the NGVD 29 superseded value.
 AJ1469
 AJ1469.The geoid height was determined by GEOID03.
 AJ1469
 AJ1469;                    North         East    Units  Estimated Accuracy
 AJ1469;SPC TX S     - 5,225,280.      180,000.      MT  (+/- 180 meters Scaled)
 AJ1469
 AJ1469                          SUPERSEDED SURVEY CONTROL
 AJ1469
 AJ1469  NGVD 29 (??/??/92)  150.78   (m)          494.7    (f) COMPUTED    2 0
 AJ1469
 AJ1469.Superseded values are not recommended for survey control.
 AJ1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1469.See file dsdata.txt to determine how the superseded data were derived.
 AJ1469
 AJ1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR293635(NAD 83)
 AJ1469_MARKER: DB = BENCH MARK DISK
 AJ1469_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1469_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1469_STAMPING: 5 WR 495 1964
 AJ1469_MARK LOGO: USGS  
 AJ1469_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1469
 AJ1469  HISTORY     - Date     Condition        Report By
 AJ1469  HISTORY     - 1964     MONUMENTED       USGS
 AJ1469
 AJ1469                          STATION DESCRIPTION
 AJ1469
 AJ1469'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1469'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 14.9 MILES NORTHWEST
 AJ1469'ALONG TEXAS FARM ROAD 1472, 400 FEET SOUTHWEST OF THE CENTERLINE OF
 AJ1469'THE ROAD AT A GRAVEL ROAD SOUTH TO DOLORES RANCH, 185 FEET NORTHWEST
 AJ1469'OF THE CENTER OF A CATTLEGUARD, 2.5 FEET NORTHEAST OF A FENCE CORNER,
 AJ1469'SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0756 ***********************************************************************
 CE0756  DESIGNATION -  5 X
 CE0756  PID         -  CE0756
 CE0756  STATE/COUNTY-  TX/EL PASO
 CE0756  USGS QUAD   -  EL PASO (1997)
 CE0756
 CE0756                         *CURRENT SURVEY CONTROL
 CE0756  ___________________________________________________________________
 CE0756* NAD 83(1986)-  31 45 38.     (N)    106 26 38.     (W)     SCALED    
 CE0756* NAVD 88     -      1129.528  (meters)    3705.79   (feet)  ADJUSTED  
 CE0756  ___________________________________________________________________
 CE0756  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0756  DYNAMIC HT  -        1127.816 (meters)    3700.18  (feet)  COMP
 CE0756  MODELED GRAV-     979,085.5   (mgal)                       NAVD 88
 CE0756
 CE0756  VERT ORDER  -  FIRST     CLASS I
 CE0756
 CE0756.The horizontal coordinates were scaled from a topographic map and have
 CE0756.an estimated accuracy of +/- 6 seconds.
 CE0756
 CE0756.The orthometric height was determined by differential leveling
 CE0756.and adjusted by the National Geodetic Survey in November 1996..
 CE0756
 CE0756.The geoid height was determined by GEOID03.
 CE0756
 CE0756.The dynamic height is computed by dividing the NAVD 88
 CE0756.geopotential number by the normal gravity value computed on the
 CE0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0756.degrees latitude (g = 980.6199 gals.).
 CE0756
 CE0756.The modeled gravity was interpolated from observed gravity values.
 CE0756
 CE0756;                    North         East    Units  Estimated Accuracy
 CE0756;SPC TX C     - 3,248,020.      121,410.      MT  (+/- 180 meters Scaled)
 CE0756
 CE0756                          SUPERSEDED SURVEY CONTROL
 CE0756
 CE0756.No superseded survey control is available for this station.
 CE0756
 CE0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR632148(NAD 83)
 CE0756_MARKER: DU = BOUNDARY MARKER
 CE0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0756_SP_SET: CONCRETE POST
 CE0756_MARK LOGO: IBWC  
 CE0756_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0756+STABILITY: SURFACE MOTION
 CE0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0756+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0756
 CE0756  HISTORY     - Date     Condition        Report By
 CE0756  HISTORY     - UNK      MONUMENTED       IBWC
 CE0756  HISTORY     - 19930112 GOOD             NGS
 CE0756
 CE0756                          STATION DESCRIPTION
 CE0756
 CE0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0756'5.0 KM (3.10 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0756'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0756'EL PASO, 4.4 M (14.4 FT) NORTHEAST OF A CONCRETE RETAINING WALL AND
 CE0756'FENCE AT AN AREA PAINTED P.O.T. 77+82.589, 0.6 M (2.0 FT) NORTHEAST
 CE0756'OF THE ROAD CENTER, AND THE MONUMENT IS RECESSED 0.15 M (0.49 FT)
 CE0756'BELOW THE ROAD SURFACE.  NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4440 ***********************************************************************
 AW4440  DESIGNATION -  50
 AW4440  PID         -  AW4440
 AW4440  STATE/COUNTY-  TX/FORT BEND
 AW4440  USGS QUAD   -  THOMPSONS (1980)
 AW4440
 AW4440                         *CURRENT SURVEY CONTROL
 AW4440  ___________________________________________________________________
 AW4440* NAD 83(1986)-  29 29 52.     (N)    095 34 47.     (W)     SCALED    
 AW4440* NAVD 88     -        19.79   (+/-2cm)      64.9    (feet)  VERTCON   
 AW4440  ___________________________________________________________________
 AW4440  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4440
 AW4440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4440
 AW4440.The horizontal coordinates were scaled from a topographic map and have
 AW4440.an estimated accuracy of +/- 6 seconds.
 AW4440
 AW4440.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4440.The vertical order pertains to the NGVD 29 superseded value.
 AW4440
 AW4440.The geoid height was determined by GEOID03.
 AW4440
 AW4440;                    North         East    Units  Estimated Accuracy
 AW4440;SPC TXSC     - 4,189,310.      931,570.      MT  (+/- 180 meters Scaled)
 AW4440
 AW4440                          SUPERSEDED SURVEY CONTROL
 AW4440
 AW4440  NGVD 29 (??/??/92)   19.783  (m)           64.90   (f) ADJ UNCH    2 0
 AW4440
 AW4440.Superseded values are not recommended for survey control.
 AW4440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4440.See file dsdata.txt to determine how the superseded data were derived.
 AW4440
 AW4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN499659(NAD 83)
 AW4440_MARKER: DD = SURVEY DISK
 AW4440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4440_SP_SET: MILEPOST
 AW4440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4440
 AW4440  HISTORY     - Date     Condition        Report By
 AW4440  HISTORY     - UNK      MONUMENTED       GCSFRC
 AW4440  HISTORY     - 1943     GOOD             NGS
 AW4440  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4440  HISTORY     - 19980118 MARK NOT FOUND   USPSQD
 AW4440  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4440
 AW4440                          STATION DESCRIPTION
 AW4440
 AW4440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4440'0.4 MI E FROM THOMPSONS.
 AW4440'0.4 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4440'STATION AT THOMPSONS, FORT BEND COUNTY, 89.5 FEET NORTHWEST OF MILE
 AW4440'POLE 50, AT METAL MILEPOST 50, 10 FEET NORTH OF THE CENTERLINE OF THE
 AW4440'MAIN TRACK, 26.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  THE HIGHEST
 AW4440'POINT OF VERTICAL SECTION OF RAIL PROJECTING ABOUT 1.8 FEET ABOVE
 AW4440'GROUND.
 AW4440
 AW4440                          STATION RECOVERY (1973)
 AW4440
 AW4440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4440'MARK NOT FOUND.
 AW4440
 AW4440                          STATION RECOVERY (1998)
 AW4440
 AW4440'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4440'MARK NOT FOUND.
 AW4440
 AW4440                          STATION RECOVERY (1998)
 AW4440
 AW4440'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5971 ***********************************************************************
 AW5971  DESIGNATION -  50 + 100 USE
 AW5971  PID         -  AW5971
 AW5971  STATE/COUNTY-  TX/GALVESTON
 AW5971  USGS QUAD   -  GALVESTON (1994)
 AW5971
 AW5971                         *CURRENT SURVEY CONTROL
 AW5971  ___________________________________________________________________
 AW5971* NAD 83(1993)-  29 15 33.54727(N)    094 50 21.21175(W)     ADJUSTED  
 AW5971* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 AW5971  ___________________________________________________________________
 AW5971  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AW5971  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW5971
 AW5971  HORZ ORDER  -  THIRD
 AW5971
 AW5971.The horizontal coordinates were established by classical geodetic methods
 AW5971.and adjusted by the National Geodetic Survey in February 1996..
 AW5971
 AW5971.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5971
 AW5971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5971
 AW5971.The geoid height was determined by GEOID03.
 AW5971
 AW5971;                    North         East     Units Scale Factor Converg.
 AW5971;SPC TXSC     - 4,165,228.907 1,004,265.031   MT  0.99986411   +2 02 18.3
 AW5971;SPC TXSC     -13,665,421.84  3,294,826.19   sFT  0.99986411   +2 02 18.3
 AW5971;UTM  15      - 3,238,118.689   321,292.368   MT  0.99999409   -0 53 57.1
 AW5971
 AW5971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5971!SPC TXSC     -   1.00000343  x   0.99986411  =   0.99986754
 AW5971!UTM  15      -   1.00000343  x   0.99999409  =   0.99999752
 AW5971
 AW5971:                Primary Azimuth Mark                     Grid Az
 AW5971:SPC TXSC     -  H 50 TX                                  231 47 29.0
 AW5971:UTM  15      -  H 50 TX                                  234 43 44.4
 AW5971
 AW5971|---------------------------------------------------------------------|
 AW5971| PID    Reference Object                     Distance      Geod. Az  |
 AW5971|                                                           dddmmss.s |
 AW5971| AW5973 H 50 TX                             APPROX. 1.7 KM 2334947.3 |
 AW5971|---------------------------------------------------------------------|
 AW5971
 AW5971                          SUPERSEDED SURVEY CONTROL
 AW5971
 AW5971  NAD 83(1986)-  29 15 33.56209(N)    094 50 21.19214(W) AD(       ) 3
 AW5971  NAD 27      -  29 15 32.70445(N)    094 50 20.48598(W) AD(       ) 3
 AW5971  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG       
 AW5971
 AW5971.Superseded values are not recommended for survey control.
 AW5971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5971.See file dsdata.txt to determine how the superseded data were derived.
 AW5971
 AW5971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2129238119(NAD 83)
 AW5971_MARKER: DD = SURVEY DISK
 AW5971_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW5971+WITH SETTING: PAVEMENT
 AW5971_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5971+STABILITY: SURFACE MOTION
 AW5971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5971+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2003
 AW5971
 AW5971  HISTORY     - Date     Condition        Report By
 AW5971  HISTORY     - 1979     MONUMENTED       NOS
 AW5971  HISTORY     - 1982     GOOD             NOS
 AW5971  HISTORY     - 20020720 GOOD             USPSQD
 AW5971  HISTORY     - 20031207 GOOD             USPSQD
 AW5971  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 AW5971  HISTORY     - 20051209 MARK NOT FOUND   USPSQD
 AW5971
 AW5971                          STATION DESCRIPTION
 AW5971
 AW5971'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5971'THE STATION IS LOCATED IN THE SOUTHWEST SIDE OF GALVESTON.
 AW5971'
 AW5971'TO REACH FROM THE JUNCTION OF 61ST STREET AND SEAWALL
 AW5971'BOULEVARD IN GALVESTON, GO SOUTHWEST ON SEAWALL BOULEVARD
 AW5971'FOR 1 MILE TO THE JUNCTION OF 75TH STREET ON THE RIGHT AND THE
 AW5971'STATION ON THE LEFT.
 AW5971'
 AW5971'THE STATION IS A U.S. ARMY CORPS OF ENGINEERS DISK
 AW5971'STAMPED---50 + 100---, NOTE, STAMPING IS PARTIALLY OBLITERATED
 AW5971'AND DIFFICULT TO READ, CEMENTED IN A DRILL HOLE IN THE TOP
 AW5971'OF THE GALVESTON SEAWALL.  IT IS 104.5 FEET NORTHEAST OF SEAWALL
 AW5971'STAIRS AT 75TH STREET AND 1.3 FEET NORTHWEST OF THE EDGE OF THE
 AW5971'SEAWALL.
 AW5971'
 AW5971'HEIGHT OF LIGHT SHOWN WAS 1.52 METERS.
 AW5971
 AW5971                          STATION RECOVERY (1982)
 AW5971
 AW5971'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW5971'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5971
 AW5971                          STATION RECOVERY (2002)
 AW5971
 AW5971'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW5971'RECOVERED IN GOOD CONDITION.
 AW5971
 AW5971                          STATION RECOVERY (2003)
 AW5971
 AW5971'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5971'RECOVERED IN GOOD CONDITION.
 AW5971
 AW5971                          STATION RECOVERY (2004)
 AW5971
 AW5971'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW5971'MARK NOT FOUND.
 AW5971
 AW5971                          STATION RECOVERY (2005)
 AW5971
 AW5971'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW5971'NEW CONCRETE IN THIS AREA.  THE MARK IS MOST LIKELY DISTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2231 ***********************************************************************
 BY2231  DESIGNATION -  50 G
 BY2231  PID         -  BY2231
 BY2231  STATE/COUNTY-  TX/ANDERSON
 BY2231  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2231
 BY2231                         *CURRENT SURVEY CONTROL
 BY2231  ___________________________________________________________________
 BY2231* NAD 83(1986)-  31 48 48.     (N)    095 46 47.     (W)     SCALED    
 BY2231* NAVD 88     -       110.094  (meters)     361.20   (feet)  ADJUSTED  
 BY2231  ___________________________________________________________________
 BY2231  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BY2231  DYNAMIC HT  -         109.961 (meters)     360.76  (feet)  COMP
 BY2231  MODELED GRAV-     979,435.3   (mgal)                       NAVD 88
 BY2231
 BY2231  VERT ORDER  -  SECOND    CLASS 0
 BY2231
 BY2231.The horizontal coordinates were scaled from a topographic map and have
 BY2231.an estimated accuracy of +/- 6 seconds.
 BY2231
 BY2231.The orthometric height was determined by differential leveling
 BY2231.and adjusted by the National Geodetic Survey in June 1991..
 BY2231
 BY2231.The geoid height was determined by GEOID03.
 BY2231
 BY2231.The dynamic height is computed by dividing the NAVD 88
 BY2231.geopotential number by the normal gravity value computed on the
 BY2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2231.degrees latitude (g = 980.6199 gals.).
 BY2231
 BY2231.The modeled gravity was interpolated from observed gravity values.
 BY2231
 BY2231;                    North         East    Units  Estimated Accuracy
 BY2231;SPC TX C     - 3,246,800.    1,131,030.      MT  (+/- 180 meters Scaled)
 BY2231
 BY2231                          SUPERSEDED SURVEY CONTROL
 BY2231
 BY2231  NGVD 29 (??/??/92)  110.073  (m)          361.13   (f) ADJ UNCH    2 0
 BY2231
 BY2231.Superseded values are not recommended for survey control.
 BY2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2231.See file dsdata.txt to determine how the superseded data were derived.
 BY2231
 BY2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR368231(NAD 83)
 BY2231_MARKER: DB = BENCH MARK DISK
 BY2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2231_STAMPING: 50 G 1946 361
 BY2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2231+STABILITY: SURFACE MOTION
 BY2231
 BY2231  HISTORY     - Date     Condition        Report By
 BY2231  HISTORY     - 1946     MONUMENTED       USGS
 BY2231  HISTORY     - 1947     GOOD             NGS
 BY2231  HISTORY     - 1956     MARK NOT FOUND   NGS
 BY2231
 BY2231                          STATION DESCRIPTION
 BY2231
 BY2231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2231'3.8 MI SE FROM TENNESSEE.
 BY2231'3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2231'TENNESSEE COLONY, ABOUT 0.4 MILE EAST OF A BRIDGE OVER A BRANCH OF
 BY2231'LAKE CREEK, 117 FEET SOUTH OF A FARM HOUSE, 30 FEET NORTH OF THE
 BY2231'CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF A 4X4 MARKER POST, AT THE
 BY2231'CREST OF A HILL.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 BY2231'NOTE-- THE SITE OF THIS MARK IS NOW IN THE HIGHWAY GUTTER AND NO
 BY2231'EVIDENCE OF THE MARK WAS FOUND.
 BY2231
 BY2231                          STATION RECOVERY (1956)
 BY2231
 BY2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 BY2231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6238 ***********************************************************************
 AW6238  DESIGNATION -  500 00 405R USE 1948
 AW6238  PID         -  AW6238
 AW6238  STATE/COUNTY-  TX/HARRIS
 AW6238  USGS QUAD   -  HIGHLANDS (1995)
 AW6238
 AW6238                         *CURRENT SURVEY CONTROL
 AW6238  ___________________________________________________________________
 AW6238* NAD 83(1993)-  29 45 39.00533(N)    095 05 14.10313(W)     ADJUSTED  
 AW6238* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6238  ___________________________________________________________________
 AW6238  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AW6238  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6238
 AW6238  HORZ ORDER  -  THIRD
 AW6238
 AW6238.The horizontal coordinates were established by classical geodetic methods
 AW6238.and adjusted by the National Geodetic Survey in February 1996..
 AW6238
 AW6238.The orthometric height was scaled from a topographic map.
 AW6238
 AW6238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6238
 AW6238.The geoid height was determined by GEOID03.
 AW6238
 AW6238;                    North         East     Units Scale Factor Converg.
 AW6238;SPC TXSC     - 4,219,948.998   978,316.658   MT  0.99989078   +1 55 00.9
 AW6238;SPC TXSC     -13,844,949.34  3,209,693.90   sFT  0.99989078   +1 55 00.9
 AW6238;UTM  15      - 3,294,109.594   298,185.716   MT  1.00010255   -1 02 11.1
 AW6238
 AW6238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6238!SPC TXSC     -   1.00000411  x   0.99989078  =   0.99989489
 AW6238!UTM  15      -   1.00000411  x   1.00010255  =   1.00010666
 AW6238
 AW6238:                Primary Azimuth Mark                     Grid Az
 AW6238:SPC TXSC     -  SAN JACINTO BATTLEFIELD MON              150 35 16.8
 AW6238:UTM  15      -  SAN JACINTO BATTLEFIELD MON              153 32 28.8
 AW6238
 AW6238|---------------------------------------------------------------------|
 AW6238| PID    Reference Object                     Distance      Geod. Az  |
 AW6238|                                                           dddmmss.s |
 AW6238| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX. 1.4 KM 1523017.7 |
 AW6238| AW6240 HOUSTON SHIP CHAN LT 56 1955        325.681 METERS 33021     |
 AW6238|---------------------------------------------------------------------|
 AW6238
 AW6238                          SUPERSEDED SURVEY CONTROL
 AW6238
 AW6238  NAD 83(1986)-  29 45 39.02060(N)    095 05 14.08428(W) AD(       ) 3
 AW6238  NAD 27      -  29 45 38.20447(N)    095 05 13.33855(W) AD(       ) 3
 AW6238
 AW6238.Superseded values are not recommended for survey control.
 AW6238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6238.See file dsdata.txt to determine how the superseded data were derived.
 AW6238
 AW6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9818694110(NAD 83)
 AW6238_MARKER: DD = SURVEY DISK
 AW6238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6238+STABILITY: SURFACE MOTION
 AW6238
 AW6238  HISTORY     - Date     Condition        Report By
 AW6238  HISTORY     - 1948     MONUMENTED       USE
 AW6238  HISTORY     - 1955     GOOD             CGS
 AW6238
 AW6238                          STATION DESCRIPTION
 AW6238
 AW6238'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6238'LOCATED 0.3 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6238'THE SE BANK OF THE HOUSTON SHIP CHANNEL, ABOUT OPPOSITE THE
 AW6238'MOUTH OF OLD RIVER.
 AW6238'
 AW6238'A U.S.E. DISK, STAMPED 500+00 (405) AND SET IN THE TOP OF A
 AW6238'15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  A 2-
 AW6238'BY 2 WITNESS STAKE WITH THE STATION NUMBER IS DRIVEN IN THE
 AW6238'GROUND BESIDE THE STATION.
 AW6238'
 AW6238'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6238'
 AW6238'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0607 ***********************************************************************
 AW0607  DESIGNATION -  50+00
 AW0607  PID         -  AW0607
 AW0607  STATE/COUNTY-  TX/GALVESTON
 AW0607  USGS QUAD   -  GALVESTON (1994)
 AW0607
 AW0607                         *CURRENT SURVEY CONTROL
 AW0607  ___________________________________________________________________
 AW0607* NAD 83(1986)-  29 15 32.     (N)    094 50 22.     (W)     SCALED    
 AW0607* NAVD 88     -         4.435  (meters)      14.55   (feet)  ADJUSTED  
 AW0607  ___________________________________________________________________
 AW0607  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0607  DYNAMIC HT  -           4.429 (meters)      14.53  (feet)  COMP
 AW0607  MODELED GRAV-     979,258.1   (mgal)                       NAVD 88
 AW0607
 AW0607  VERT ORDER  -  FIRST     CLASS I
 AW0607
 AW0607.The horizontal coordinates were scaled from a topographic map and have
 AW0607.an estimated accuracy of +/- 6 seconds.
 AW0607
 AW0607.The orthometric height was determined by differential leveling
 AW0607.and adjusted by the National Geodetic Survey in June 1991..
 AW0607
 AW0607.The geoid height was determined by GEOID03.
 AW0607
 AW0607.The dynamic height is computed by dividing the NAVD 88
 AW0607.geopotential number by the normal gravity value computed on the
 AW0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0607.degrees latitude (g = 980.6199 gals.).
 AW0607
 AW0607.The modeled gravity was interpolated from observed gravity values.
 AW0607
 AW0607;                    North         East    Units  Estimated Accuracy
 AW0607;SPC TXSC     - 4,165,180.    1,004,250.      MT  (+/- 180 meters Scaled)
 AW0607
 AW0607                          SUPERSEDED SURVEY CONTROL
 AW0607
 AW0607  NGVD 29 (12/23/87)    4.432  (m)           14.54   (f) ADJUSTED    1 1
 AW0607
 AW0607.Superseded values are not recommended for survey control.
 AW0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0607.See file dsdata.txt to determine how the superseded data were derived.
 AW0607
 AW0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN212380(NAD 83)
 AW0607_MARKER: DD = SURVEY DISK
 AW0607_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0607_SP_SET: SEAWALL
 AW0607_STAMPING: 49+99.3 50+00 1953
 AW0607_MARK LOGO: USE   
 AW0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0607+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 AW0607
 AW0607  HISTORY     - Date     Condition        Report By
 AW0607  HISTORY     - 1953     MONUMENTED       USE
 AW0607  HISTORY     - 1964     GOOD             NGS
 AW0607  HISTORY     - 1978     GOOD             NGS
 AW0607  HISTORY     - 1986     GOOD             USPSQD
 AW0607  HISTORY     - 1987     GOOD             NGS
 AW0607  HISTORY     - 1988     GOOD             USPSQD
 AW0607  HISTORY     - 1988     GOOD             USPSQD
 AW0607  HISTORY     - 1988     GOOD             USPSQD
 AW0607  HISTORY     - 1989     GOOD             USPSQD
 AW0607  HISTORY     - 1989     GOOD             USPSQD
 AW0607  HISTORY     - 1989     GOOD             USPSQD
 AW0607  HISTORY     - 1989     GOOD             USPSQD
 AW0607  HISTORY     - 1989     GOOD             USPSQD
 AW0607  HISTORY     - 1989     GOOD             USPSQD
 AW0607  HISTORY     - 1989     GOOD             USPSQD
 AW0607  HISTORY     - 1989     GOOD             USPSQD
 AW0607  HISTORY     - 1989     GOOD             USPSQD
 AW0607  HISTORY     - 20020719 GOOD             USPSQD
 AW0607  HISTORY     - 20031207 GOOD             USPSQD
 AW0607  HISTORY     - 20041208 GOOD             USPSQD
 AW0607
 AW0607                          STATION DESCRIPTION
 AW0607
 AW0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0607'3.9 MI SW FROM GALVESTON.
 AW0607'ABOUT 3.9 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0607'CENTER AT GALVESTON, 52 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW0607'BOULEVARD, 108 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF 75TH
 AW0607'STREET SET IN THE CENTER OF THE TOP OF A 3-FOOT WIDE CONCRETE SEA
 AW0607'WALL, AND ABOUT 6 INCHES BELOW THE LEVEL OF THE BOULEVARD.
 AW0607
 AW0607                          STATION RECOVERY (1978)
 AW0607
 AW0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1986)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1987)
 AW0607
 AW0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1988)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1988)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1988)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1989)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1989)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1989)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1989)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1989)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1989)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1989)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1989)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (1989)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (2002)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (2003)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0607'RECOVERED IN GOOD CONDITION.
 AW0607
 AW0607                          STATION RECOVERY (2004)
 AW0607
 AW0607'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3013 ***********************************************************************
 AW3013  DESIGNATION -  50+00 625
 AW3013  PID         -  AW3013
 AW3013  STATE/COUNTY-  TX/HARRIS
 AW3013  USGS QUAD   -  MORGANS POINT (1993)
 AW3013
 AW3013                         *CURRENT SURVEY CONTROL
 AW3013  ___________________________________________________________________
 AW3013* NAD 83(1986)-  29 41 45.     (N)    094 59 16.     (W)     SCALED    
 AW3013* NAVD 88     -         2.23   (+/-2cm)       7.3    (feet)  VERTCON   
 AW3013  ___________________________________________________________________
 AW3013  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3013
 AW3013  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3013
 AW3013.The horizontal coordinates were scaled from a topographic map and have
 AW3013.an estimated accuracy of +/- 6 seconds.
 AW3013
 AW3013.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3013.The vertical order pertains to the NGVD 29 superseded value.
 AW3013
 AW3013.The geoid height was determined by GEOID03.
 AW3013
 AW3013;                    North         East    Units  Estimated Accuracy
 AW3013;SPC TXSC     - 4,213,080.      988,180.      MT  (+/- 180 meters Scaled)
 AW3013
 AW3013                          SUPERSEDED SURVEY CONTROL
 AW3013
 AW3013  NGVD 29 (??/??/92)    2.22   (m)            7.3    (f) COMPUTED    1 2
 AW3013
 AW3013.Superseded values are not recommended for survey control.
 AW3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3013.See file dsdata.txt to determine how the superseded data were derived.
 AW3013
 AW3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN076867(NAD 83)
 AW3013_MARKER: DD = SURVEY DISK
 AW3013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3013_SP_SET: TILE
 AW3013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3013
 AW3013  HISTORY     - Date     Condition        Report By
 AW3013  HISTORY     - UNK      MONUMENTED       USE
 AW3013  HISTORY     - 1937     GOOD             NGS
 AW3013
 AW3013                          STATION DESCRIPTION
 AW3013
 AW3013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 AW3013'0.8 MI NW FROM MORGANS POINT.
 AW3013'0.8 MILE NW OF THE N FERRY LANDING AT MORGANS POINT.  THE MARK IS THE
 AW3013'625 FOOT REFERENCE MARK OF THE USE, 1928.  IT IS 8 PACES SW OF USE
 AW3013'STANDARD TABLET SET IN TOP OF 6 INCH CONCRETE POST STAMPED 650, 50+00,
 AW3013'1937, AND 8 PACES NE OF USE TABLET SET IN TOP OF 6 INCH CONCRETE POST
 AW3013'STAMPED 600, 50+00, 1937.  THE MARK IS A STANDARD USE TABLET SET IN
 AW3013'THE TOP OF A 10 INCH TILE FILLED WITH CONCRETE AND SURROUNDED WITH
 AW3013'CONCRETE, WITH 625, 50+00, CAST IN THE OUTSIDE CONCRETE. THE MARK
 AW3013'PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3537 ***********************************************************************
 AW3537  DESIGNATION -  500+00 400 1937
 AW3537  PID         -  AW3537
 AW3537  STATE/COUNTY-  TX/HARRIS
 AW3537  USGS QUAD   -  HIGHLANDS (1995)
 AW3537
 AW3537                         *CURRENT SURVEY CONTROL
 AW3537  ___________________________________________________________________
 AW3537* NAD 83(1986)-  29 45 39.     (N)    095 05 12.     (W)     SCALED    
 AW3537* NAVD 88     -         1.90   (+/-2cm)       6.2    (feet)  VERTCON   
 AW3537  ___________________________________________________________________
 AW3537  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3537
 AW3537  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3537
 AW3537.The horizontal coordinates were scaled from a topographic map and have
 AW3537.an estimated accuracy of +/- 6 seconds.
 AW3537
 AW3537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3537.The vertical order pertains to the NGVD 29 superseded value.
 AW3537
 AW3537.The geoid height was determined by GEOID03.
 AW3537
 AW3537;                    North         East    Units  Estimated Accuracy
 AW3537;SPC TXSC     - 4,219,950.      978,370.      MT  (+/- 180 meters Scaled)
 AW3537
 AW3537                          SUPERSEDED SURVEY CONTROL
 AW3537
 AW3537  NGVD 29 (??/??/92)    1.893  (m)            6.21   (f) ADJ UNCH    1 2
 AW3537
 AW3537.Superseded values are not recommended for survey control.
 AW3537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3537.See file dsdata.txt to determine how the superseded data were derived.
 AW3537
 AW3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN982941(NAD 83)
 AW3537_MARKER: DD = SURVEY DISK
 AW3537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3537_STAMPING: 500+00 400 1937
 AW3537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3537+STABILITY: SURFACE MOTION
 AW3537
 AW3537  HISTORY     - Date     Condition        Report By
 AW3537  HISTORY     - 1937     MONUMENTED       USE
 AW3537  HISTORY     - 1943     GOOD             NGS
 AW3537  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW3537  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW3537
 AW3537                          STATION DESCRIPTION
 AW3537
 AW3537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW3537'0.5 MI SW FROM LYNCHBURG.
 AW3537'BENCH MARK IS ABOUT 0.5 MILE SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL
 AW3537'FROM LYNCHBURG, ABOUT 400.0 FEET SOUTHEAST OF THE CENTERLINE OF
 AW3537'CHANNEL, ABOUT 150.0 FEET SOUTHEAST OF THE SOUTHEAST BANK, AND
 AW3537'MONUMENT PROJECTS 0.2 FOOT.
 AW3537
 AW3537                          STATION RECOVERY (1953)
 AW3537
 AW3537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW3537'MARK NOT FOUND.
 AW3537
 AW3537                          STATION RECOVERY (2004)
 AW3537
 AW3537'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0580 ***********************************************************************
 BM0580  DESIGNATION -  502.23 USGS=502.1=508
 BM0580  PID         -  BM0580
 BM0580  STATE/COUNTY-  TX/TRAVIS
 BM0580  USGS QUAD   -  AUSTIN EAST (1988)
 BM0580
 BM0580                         *CURRENT SURVEY CONTROL
 BM0580  ___________________________________________________________________
 BM0580* NAD 83(1986)-  30 16 06.     (N)    097 44 39.     (W)     SCALED    
 BM0580* NAVD 88     -       153.144  (meters)     502.44   (feet)  ADJUSTED  
 BM0580  ___________________________________________________________________
 BM0580  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BM0580  DYNAMIC HT  -         152.935 (meters)     501.75  (feet)  COMP
 BM0580  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 BM0580
 BM0580  VERT ORDER  -  FIRST     CLASS II
 BM0580
 BM0580.The horizontal coordinates were scaled from a topographic map and have
 BM0580.an estimated accuracy of +/- 6 seconds.
 BM0580
 BM0580.The orthometric height was determined by differential leveling
 BM0580.and adjusted by the National Geodetic Survey in June 1991..
 BM0580
 BM0580.The geoid height was determined by GEOID03.
 BM0580
 BM0580.The dynamic height is computed by dividing the NAVD 88
 BM0580.geopotential number by the normal gravity value computed on the
 BM0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0580.degrees latitude (g = 980.6199 gals.).
 BM0580
 BM0580.The modeled gravity was interpolated from observed gravity values.
 BM0580
 BM0580;                    North         East    Units  Estimated Accuracy
 BM0580;SPC TX C     - 3,069,600.      949,110.      MT  (+/- 180 meters Scaled)
 BM0580
 BM0580                          SUPERSEDED SURVEY CONTROL
 BM0580
 BM0580  NGVD 29 (??/??/92)  153.062  (m)          502.17   (f) ADJ UNCH    1 2
 BM0580
 BM0580.Superseded values are not recommended for survey control.
 BM0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0580.See file dsdata.txt to determine how the superseded data were derived.
 BM0580
 BM0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU208491(NAD 83)
 BM0580_MARKER: Z = SEE DESCRIPTION
 BM0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0580_SP_SET: BUILDING
 BM0580_STAMPING: 502.23SA
 BM0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0580
 BM0580  HISTORY     - Date     Condition        Report By
 BM0580  HISTORY     - UNK      MONUMENTED       USGS
 BM0580  HISTORY     - 1933     GOOD             NGS
 BM0580  HISTORY     - 1953     GOOD             NGS
 BM0580  HISTORY     - 1990     POOR             USPSQD
 BM0580  HISTORY     - 20030308 POOR             USPSQD
 BM0580  HISTORY     - 20040611 POOR             USPSQD
 BM0580
 BM0580                          STATION DESCRIPTION
 BM0580
 BM0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0580'IN AUSTIN.
 BM0580'ON THE SOUTHWEST CORNER OF THE BUILDING FORMERLY OCCUPIED BY U.S. POST
 BM0580'OFFICE, AT THE CORNER OF SIXTH AND COLORADO STREETS AND FACING
 BM0580'COLORADO STREET.
 BM0580
 BM0580                          STATION RECOVERY (1953)
 BM0580
 BM0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BM0580'RECOVERED IN GOOD CONDITION.
 BM0580
 BM0580                          STATION RECOVERY (1990)
 BM0580
 BM0580'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0580'MARK RECOVERED IN POOR CONDITION.
 BM0580
 BM0580                          STATION RECOVERY (2003)
 BM0580
 BM0580'RECOVERY NOTE BY US POWER SQUADRON 2003 (TSC)
 BM0580'MARK RECOVERED IN POOR CONDITION.
 BM0580
 BM0580                          STATION RECOVERY (2004)
 BM0580
 BM0580'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0580'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6944 ***********************************************************************
 AW6944  DESIGNATION -  5049 1514 HCS 1968
 AW6944  PID         -  AW6944
 AW6944  STATE/COUNTY-  TX/FORT BEND
 AW6944  USGS QUAD   -  MISSOURI CITY (1995)
 AW6944
 AW6944                         *CURRENT SURVEY CONTROL
 AW6944  ___________________________________________________________________
 AW6944* NAD 83(1993)-  29 34 49.36176(N)    095 30 11.25719(W)     ADJUSTED  
 AW6944* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 AW6944  ___________________________________________________________________
 AW6944  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6944  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6944
 AW6944  HORZ ORDER  -  SECOND
 AW6944
 AW6944.The horizontal coordinates were established by classical geodetic methods
 AW6944.and adjusted by the National Geodetic Survey in February 1996..
 AW6944
 AW6944.The orthometric height was scaled from a topographic map.
 AW6944
 AW6944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6944
 AW6944.The geoid height was determined by GEOID03.
 AW6944
 AW6944;                    North         East     Units Scale Factor Converg.
 AW6944;SPC TXSC     - 4,198,683.454   938,716.979   MT  0.99987239   +1 42 47.4
 AW6944;SPC TXSC     -13,775,180.63  3,079,773.96   sFT  0.99987239   +1 42 47.4
 AW6944;UTM  15      - 3,274,904.980   257,530.163   MT  1.00032547   -1 14 10.5
 AW6944
 AW6944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6944!SPC TXSC     -   0.99999972  x   0.99987239  =   0.99987211
 AW6944!UTM  15      -   0.99999972  x   1.00032547  =   1.00032519
 AW6944
 AW6944                          SUPERSEDED SURVEY CONTROL
 AW6944
 AW6944  NAD 83(1986)-  29 34 49.37537(N)    095 30 11.23871(W) AD(       ) 2
 AW6944  NAD 27      -  29 34 48.53076(N)    095 30 10.44297(W) AD(       ) 2
 AW6944
 AW6944.Superseded values are not recommended for survey control.
 AW6944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6944.See file dsdata.txt to determine how the superseded data were derived.
 AW6944
 AW6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5753074905(NAD 83)
 AW6944_MARKER: DS = TRIANGULATION STATION DISK
 AW6944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6944+STABILITY: SURFACE MOTION
 AW6944
 AW6944  HISTORY     - Date     Condition        Report By
 AW6944  HISTORY     - 1968     MONUMENTED       TX3280
 AW6944  HISTORY     - 19951010 GOOD             USPSQD
 AW6944
 AW6944                          STATION DESCRIPTION
 AW6944
 AW6944'DESCRIBED BY CITY OF HOUSTON TEXAS 1968 (JLC)
 AW6944'THE STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHWEST OF THE CENTER OF
 AW6944'HOUSTON, 8-3/4 MILES SOUTHEAST OF SUGARLAND, 5-3/4 MILES NORTHWEST
 AW6944'OF ARCOLA, 3 MILES SOUTH-SOUTHWEST OF THE BLUE RIDGE STATE PRISON
 AW6944'FARM AND ON PROPERTY OF MRS. PHILLIP BROUN.
 AW6944'
 AW6944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90A, HILLCROFT
 AW6944'AVENUE AND BLUE RIDGE ROAD IN THE SOUTHWEST EDGE OF HOUSTON, GO
 AW6944'SOUTH ON BLUE RIDGE ROAD FOR 3.95 MILES TO A T-ROAD.  TURN RIGHT
 AW6944'AND GO WEST ON FARM ROAD 2234 FOR 0.2 MILE TO A TRACK ROAD LEFT AND
 AW6944'5149 0214 (HCS) MARK.  CONTINUE WEST ON FARM ROAD 2234 FOR
 AW6944'0.45 MILE TO A SIDE ROAD RIGHT AND THE STATION.
 AW6944'
 AW6944'5049 1514 (HCS) IS A HOUSTON CITY SURVEY TRIANGULATION STATION BRONZE
 AW6944'DISK STAMPED 5049 1514, SET IN THE TOP OF A 9-INCH CYLINDRICAL
 AW6944'CONCRETE MONUMENT WHICH IS ABOUT 8 INCHES BELOW THE GROUND SURFACE.
 AW6944'IT IS 47 FEET NORTH OF THE CENTER OF FARM ROAD 2234, 14 FEET WEST
 AW6944'OF THE CENTER OF THE GRAVELED ROAD AND 1.9 FEET SOUTH-SOUTHWEST OF
 AW6944'THE SOUTHWEST CORNER OF THE WIRE FENCE.
 AW6944
 AW6944                          STATION RECOVERY (1995)
 AW6944
 AW6944'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2229 ***********************************************************************
 AW2229  DESIGNATION -  5051 0913 C OF H
 AW2229  PID         -  AW2229
 AW2229  STATE/COUNTY-  TX/HARRIS
 AW2229  USGS QUAD   -  ALIEF (1995)
 AW2229
 AW2229                         *CURRENT SURVEY CONTROL
 AW2229  ___________________________________________________________________
 AW2229* NAD 83(1986)-  29 37 35.     (N)    095 31 04.     (W)     SCALED    
 AW2229* NAVD 88     -        20.86   (+/-2cm)      68.4    (feet)  VERTCON   
 AW2229  ___________________________________________________________________
 AW2229  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2229
 AW2229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2229
 AW2229.The horizontal coordinates were scaled from a topographic map and have
 AW2229.an estimated accuracy of +/- 6 seconds.
 AW2229
 AW2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2229.The vertical order pertains to the NGVD 29 superseded value.
 AW2229
 AW2229.The geoid height was determined by GEOID03.
 AW2229
 AW2229;                    North         East    Units  Estimated Accuracy
 AW2229;SPC TXSC     - 4,203,740.      937,150.      MT  (+/- 180 meters Scaled)
 AW2229
 AW2229                          SUPERSEDED SURVEY CONTROL
 AW2229
 AW2229  NGVD 29 (??/??/92)   20.857  (m)           68.43   (f) ADJ UNCH    2 0
 AW2229
 AW2229.Superseded values are not recommended for survey control.
 AW2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2229.See file dsdata.txt to determine how the superseded data were derived.
 AW2229
 AW2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN562800(NAD 83)
 AW2229_MARKER: DD = SURVEY DISK
 AW2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2229_STAMPING: 5051 0913
 AW2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2229+STABILITY: SURFACE MOTION
 AW2229
 AW2229  HISTORY     - Date     Condition        Report By
 AW2229  HISTORY     - UNK      MONUMENTED       TX3280
 AW2229  HISTORY     - 1973     GOOD             NGS
 AW2229  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2229  HISTORY     - 1987     GOOD             USPSQD
 AW2229
 AW2229                          STATION DESCRIPTION
 AW2229
 AW2229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2229'2.55 MI NE FROM STAFFORD.
 AW2229'0.65 MILES EAST ALONG NORTH MAIN STREET FROM THE JUNCTION OF STAFFORD
 AW2229'ROAD AT STAFFORD, THENCE 1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 90
 AW2229'ALT., 65 FEET EAST-SOUTHEAST AND ACROSS THE WESTBOUND LANES OF THE
 AW2229'HIGHWAY FROM THE THIRD POLE SOUTHWEST OF MILEPOLE 17, AT THE JUNCTION
 AW2229'OF HARALSON ROAD NORTHWEST, 17 FEET SOUTHEAST OF THE CENTER LINE OF
 AW2229'THE WESTBOUND LANES OF THE HIGHWAY, 46.4 FEET SOUTHEAST AND ACROSS THE
 AW2229'WESTBOUND LANES OF THE HIGHWAY FROM A POWER POLE WITH TWO GUY WIRES,
 AW2229'60 1/2 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF THE ROAD, ABOUT
 AW2229'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.3 FOOT
 AW2229'UNDERGROUND.
 AW2229
 AW2229                          STATION RECOVERY (1978)
 AW2229
 AW2229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2229'NOT RECOVERED.
 AW2229
 AW2229                          STATION RECOVERY (1987)
 AW2229
 AW2229'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2119 ***********************************************************************
 AW2119  DESIGNATION -  5052 1401
 AW2119  PID         -  AW2119
 AW2119  STATE/COUNTY-  TX/HARRIS
 AW2119  USGS QUAD   -  ALIEF (1995)
 AW2119
 AW2119                         *CURRENT SURVEY CONTROL
 AW2119  ___________________________________________________________________
 AW2119* NAD 83(1986)-  29 37 56.     (N)    095 30 12.     (W)     SCALED    
 AW2119* NAVD 88     -        20.216  (meters)      66.33   (feet)  ADJUSTED  
 AW2119  ___________________________________________________________________
 AW2119  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2119  DYNAMIC HT  -          20.188 (meters)      66.23  (feet)  COMP
 AW2119  MODELED GRAV-     979,274.5   (mgal)                       NAVD 88
 AW2119
 AW2119  VERT ORDER  -  FIRST     CLASS II
 AW2119
 AW2119.The horizontal coordinates were scaled from a topographic map and have
 AW2119.an estimated accuracy of +/- 6 seconds.
 AW2119
 AW2119.The orthometric height was determined by differential leveling
 AW2119.and adjusted by the National Geodetic Survey in June 1991..
 AW2119
 AW2119.The geoid height was determined by GEOID03.
 AW2119
 AW2119.The dynamic height is computed by dividing the NAVD 88
 AW2119.geopotential number by the normal gravity value computed on the
 AW2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2119.degrees latitude (g = 980.6199 gals.).
 AW2119
 AW2119.The modeled gravity was interpolated from observed gravity values.
 AW2119
 AW2119;                    North         East    Units  Estimated Accuracy
 AW2119;SPC TXSC     - 4,204,430.      938,530.      MT  (+/- 180 meters Scaled)
 AW2119
 AW2119                          SUPERSEDED SURVEY CONTROL
 AW2119
 AW2119  NGVD 29 (12/23/87)   20.212  (m)           66.31   (f) ADJUSTED    1 2
 AW2119
 AW2119.Superseded values are not recommended for survey control.
 AW2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2119.See file dsdata.txt to determine how the superseded data were derived.
 AW2119
 AW2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN576806(NAD 83)
 AW2119_MARKER: DD = SURVEY DISK
 AW2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2119_SP_SET: CONCRETE POST
 AW2119_STAMPING: 5052 1401
 AW2119_MARK LOGO: TX3280
 AW2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2119+STABILITY: SURFACE MOTION
 AW2119
 AW2119  HISTORY     - Date     Condition        Report By
 AW2119  HISTORY     - UNK      MONUMENTED       TX3280
 AW2119  HISTORY     - 1973     GOOD             NGS
 AW2119  HISTORY     - 1978     GOOD             NGS
 AW2119  HISTORY     - 1986     GOOD             NGS
 AW2119
 AW2119                          STATION DESCRIPTION
 AW2119
 AW2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2119'3.5 MI NE FROM STAFFORD.
 AW2119'0.65 MILE EAST ALONG NORTH MAIN STREET FROM THE JUNCTION OF STAFFORD
 AW2119'ROAD AT STAFFORD, THENCE 2.85 MILES NORTHEAST ALONG U.S. HIGHWAY 90
 AW2119'ALT., AT THE JUNCTION OF HODGES STREET, 5 POLES SOUTHWEST OF MILEPOLE
 AW2119'16, BETWEEN THE LANES OF THE HIGHWAY, 31 FEET SOUTHEAST OF THE CENTER
 AW2119'LINE OF THE WESTBOUND LANES OF THE HIGHWAY, 8 1/2 FEET NORTHEAST OF
 AW2119'THE EXTENDED CENTER LINE OF THE STREET, 21.0 FEET NORTH-NORTHEAST OF
 AW2119'THE CENTER OF THE NORTHEAST END OF A 12-INCH PIPE CULVERT UNDER A
 AW2119'CROSSOVER ROAD, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 AW2119'CONCRETE POST 0.3 FOOT UNDERGROUND.
 AW2119
 AW2119                          STATION RECOVERY (1978)
 AW2119
 AW2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2119'RECOVERED IN GOOD CONDITION.
 AW2119
 AW2119                          STATION RECOVERY (1986)
 AW2119
 AW2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2279 ***********************************************************************
 AW2279  DESIGNATION -  5056 0808
 AW2279  PID         -  AW2279
 AW2279  STATE/COUNTY-  TX/HARRIS
 AW2279  USGS QUAD   -  ALIEF (1995)
 AW2279
 AW2279                         *CURRENT SURVEY CONTROL
 AW2279  ___________________________________________________________________
 AW2279* NAD 83(1986)-  29 44 16.     (N)    095 30 52.     (W)     SCALED    
 AW2279* NAVD 88     -        20.22   (+/-2cm)      66.3    (feet)  VERTCON   
 AW2279  ___________________________________________________________________
 AW2279  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2279
 AW2279  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2279
 AW2279.The horizontal coordinates were scaled from a topographic map and have
 AW2279.an estimated accuracy of +/- 6 seconds.
 AW2279
 AW2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2279.The vertical order pertains to the NGVD 29 superseded value.
 AW2279
 AW2279.The geoid height was determined by GEOID03.
 AW2279
 AW2279;                    North         East    Units  Estimated Accuracy
 AW2279;SPC TXSC     - 4,216,090.      937,100.      MT  (+/- 180 meters Scaled)
 AW2279
 AW2279                          SUPERSEDED SURVEY CONTROL
 AW2279
 AW2279  NGVD 29 (??/??/??)   20.218  (m)           66.33   (f) ADJUSTED    1 2
 AW2279
 AW2279.Superseded values are not recommended for survey control.
 AW2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2279.See file dsdata.txt to determine how the superseded data were derived.
 AW2279
 AW2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN568923(NAD 83)
 AW2279_MARKER: DD = SURVEY DISK
 AW2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2279_STAMPING: 5056 0808
 AW2279_MARK LOGO: TX3280
 AW2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2279+STABILITY: SURFACE MOTION
 AW2279
 AW2279  HISTORY     - Date     Condition        Report By
 AW2279  HISTORY     - UNK      MONUMENTED       TX3280
 AW2279  HISTORY     - 1973     GOOD             NGS
 AW2279  HISTORY     - 1978     GOOD             NGS
 AW2279  HISTORY     - 1983     GOOD             NGS
 AW2279  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2279  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2279  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2279
 AW2279                          STATION DESCRIPTION
 AW2279
 AW2279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2279'5.0 MI NW FROM BELLAIRE.
 AW2279'2.25 MILES NORTH ALONG RICE AVENUE FROM THE JUNCTION OF BELLAIRE
 AW2279'BOULEVARD AT BELLAIRE, THENCE 0.35 MILE WEST ALONG WEST ALABAMA
 AW2279'STREET, THENCE 2.4 MILES WEST ALONG WESTHEIMER ROAD, AT THE JUNCTION
 AW2279'OF DUNVALE STREET SOUTH, 7.9 FEET NORTH OF THE NORTH CURB OF THE ROAD,
 AW2279'17 FEET WEST OF THE EXTENDED CENTER LINE OF THE STREET, 49 FEET WEST
 AW2279'OF A T JUNCTION POWER POLE WITH A GUY WIRE, 29.9 FEET WEST-NORTHWEST
 AW2279'OF THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 8.0 FEET NORTHEAST
 AW2279'OF A 2-INCH IRON POST SUPPORTING A NO PARKING SIGN, 5.5 FEET SOUTH OF
 AW2279'A FENCE, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 AW2279'CONCRETE POST 0.3 FOOT UNDERGROUND.
 AW2279
 AW2279                          STATION RECOVERY (1978)
 AW2279
 AW2279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2279'RECOVERED IN GOOD CONDITION.
 AW2279
 AW2279                          STATION RECOVERY (1983)
 AW2279
 AW2279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2279'RECOVERED IN GOOD CONDITION.
 AW2279
 AW2279                          STATION RECOVERY (1986)
 AW2279
 AW2279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2279'NOT RECOVERED.
 AW2279
 AW2279                          STATION RECOVERY (1997)
 AW2279
 AW2279'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2279'MARK NOT FOUND.
 AW2279
 AW2279                          STATION RECOVERY (2004)
 AW2279
 AW2279'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0346 ***********************************************************************
 AW0346  DESIGNATION -  5058 0107 C OF H
 AW0346  PID         -  AW0346
 AW0346  STATE/COUNTY-  TX/HARRIS
 AW0346  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0346
 AW0346                         *CURRENT SURVEY CONTROL
 AW0346  ___________________________________________________________________
 AW0346* NAD 83(1986)-  29 47 04.     (N)    095 31 57.     (W)     SCALED    
 AW0346* NAVD 88     -        25.19   (+/-2cm)      82.6    (feet)  VERTCON   
 AW0346  ___________________________________________________________________
 AW0346  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW0346
 AW0346  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0346
 AW0346.The horizontal coordinates were scaled from a topographic map and have
 AW0346.an estimated accuracy of +/- 6 seconds.
 AW0346
 AW0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0346.The vertical order pertains to the NGVD 29 superseded value.
 AW0346
 AW0346.The geoid height was determined by GEOID03.
 AW0346
 AW0346;                    North         East    Units  Estimated Accuracy
 AW0346;SPC TXSC     - 4,221,210.      935,200.      MT  (+/- 180 meters Scaled)
 AW0346
 AW0346                          SUPERSEDED SURVEY CONTROL
 AW0346
 AW0346  NGVD 29 (??/??/92)   25.186  (m)           82.63   (f) ADJ UNCH    1 1
 AW0346
 AW0346.Superseded values are not recommended for survey control.
 AW0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0346.See file dsdata.txt to determine how the superseded data were derived.
 AW0346
 AW0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN551975(NAD 83)
 AW0346_MARKER: DD = SURVEY DISK
 AW0346_SETTING: 0 = UNSPECIFIED SETTING
 AW0346_STAMPING: 5058 0107
 AW0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0346
 AW0346  HISTORY     - Date     Condition        Report By
 AW0346  HISTORY     - UNK      MONUMENTED       TX3280
 AW0346  HISTORY     - 1973     GOOD             NGS
 AW0346  HISTORY     - 1976     GOOD             NGS
 AW0346  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0346  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0346
 AW0346                          STATION DESCRIPTION
 AW0346
 AW0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0346'6.7 MI E FROM ADDICKS.
 AW0346'ABOUT 6.7 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0346'RAILROAD OVERPASS OVER STATE HIGHWAY 6, ABOUT 98.2 FEET SOUTH OF THE
 AW0346'SOUTH RAIL, 15 FEET WEST OF THE CENTER LINE OF BUNKER HILL RD. SOUTH
 AW0346'LANES, 26 FEET SOUTH OF THE CENTER OF THE NORTH ACCESS ROAD, 4 FEET
 AW0346'SOUTHEAST OF A SIGNAL LIGHT POLE, 2.2 FEET WEST OF THE WEST CURB OF
 AW0346'THE SOUTHBOUND LANE OF BUNKER HILL RD., 4.3 FEET EAST OF THE EAST EDGE
 AW0346'OF A SIDEWALK, AND ABOUT 0.4 FOOT BELOW THE LEVEL OF THE GROUND.
 AW0346
 AW0346                          STATION RECOVERY (1976)
 AW0346
 AW0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0346'RECOVERED IN GOOD CONDITION.
 AW0346
 AW0346                          STATION RECOVERY (1978)
 AW0346
 AW0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0346'NOT RECOVERED.  NOTE=MARK WAS SEARCHED FOR BUT NOT RECOVER, AREA
 AW0346'DESCRIBED HAS BEEN COVERED WITH ASPHALT.
 AW0346
 AW0346                          STATION RECOVERY (1989)
 AW0346
 AW0346'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0305 ***********************************************************************
 AW0305  DESIGNATION -  5058 0308
 AW0305  PID         -  AW0305
 AW0305  STATE/COUNTY-  TX/HARRIS
 AW0305  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0305
 AW0305                         *CURRENT SURVEY CONTROL
 AW0305  ___________________________________________________________________
 AW0305* NAD 83(1986)-  29 47 04.     (N)    095 31 36.     (W)     SCALED    
 AW0305* NAVD 88     -        23.421  (meters)      76.84   (feet)  ADJUSTED  
 AW0305  ___________________________________________________________________
 AW0305  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW0305  DYNAMIC HT  -          23.389 (meters)      76.74  (feet)  COMP
 AW0305  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 AW0305  OBS GRAVITY -     979,283.0   (mgal)                       GRAV_OBS
 AW0305
 AW0305  VERT ORDER  -  FIRST     CLASS I
 AW0305
 AW0305.The horizontal coordinates were scaled from a topographic map and have
 AW0305.an estimated accuracy of +/- 6 seconds.
 AW0305
 AW0305.The orthometric height was determined by differential leveling
 AW0305.and adjusted by the National Geodetic Survey in June 1991..
 AW0305
 AW0305.The geoid height was determined by GEOID03.
 AW0305
 AW0305.The dynamic height is computed by dividing the NAVD 88
 AW0305.geopotential number by the normal gravity value computed on the
 AW0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0305.degrees latitude (g = 980.6199 gals.).
 AW0305
 AW0305.The modeled gravity was interpolated from observed gravity values.
 AW0305.The observed gravity was obtained from relative gravimeter ties
 AW0305.to the IGSN71 gravity network.
 AW0305
 AW0305;                    North         East    Units  Estimated Accuracy
 AW0305;SPC TXSC     - 4,221,220.      935,770.      MT  (+/- 180 meters Scaled)
 AW0305
 AW0305                          SUPERSEDED SURVEY CONTROL
 AW0305
 AW0305  NGVD 29 (12/23/87)   23.415  (m)           76.82   (f) ADJUSTED    1 1
 AW0305
 AW0305.Superseded values are not recommended for survey control.
 AW0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0305.See file dsdata.txt to determine how the superseded data were derived.
 AW0305
 AW0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN557975(NAD 83)
 AW0305_MARKER: DD = SURVEY DISK
 AW0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0305_SP_SET: CONCRETE POST
 AW0305_STAMPING: 5058 0308
 AW0305_MARK LOGO: TX3280
 AW0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0305+STABILITY: SURFACE MOTION
 AW0305
 AW0305  HISTORY     - Date     Condition        Report By
 AW0305  HISTORY     - UNK      MONUMENTED       TX3280
 AW0305  HISTORY     - 1973     GOOD             NGS
 AW0305  HISTORY     - 1976     GOOD             NGS
 AW0305  HISTORY     - 1978     GOOD             NGS
 AW0305  HISTORY     - 1983     GOOD             NGS
 AW0305  HISTORY     - 1986     GOOD             NGS
 AW0305  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0305  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0305
 AW0305                          STATION DESCRIPTION
 AW0305
 AW0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0305'7.0 MI E FROM ADDICKS.
 AW0305'ABOUT 7.0 MILES EAST ALONG THE MISSOURI-KANSAS AND TEXAS RAILROAD FROM
 AW0305'THE RAILROAD OVERPASS OVER STATE HIGHWAY 6 AT ADDICKS, 0.35 MILE WEST
 AW0305'OF THE BLALOCK DRIVE UNDERPASS UNDER INTERSTATE 10, 0.3 MILE EAST OF
 AW0305'THE JUNCTION OF BUNKER HILL ROAD AT HEDWIG VILLAGE, 27 FEET NORTH OF
 AW0305'THE CENTER LINE OF THE WESTBOUND LANE OF KATY FREEWAY, 48.5 FEET SOUTH
 AW0305'OF THE SOUTH RAIL OF THE MAIN TRACK, 75.2 FEET EAST OF UNDERGROUND
 AW0305'CABLE MARKER MH 3683, 77.5 FEET SOUTH OF AND ACROSS THE
 AW0305'MISSOURI-KANSAS AND TEXAS RAILROAD TRACK FROM THE SOUTHWEST STEEL LEG
 AW0305'OF POWER LINE TOWER 52, ABOUT 1 1/2 FEET BELOW THE LEVEL OF KATY
 AW0305'FREEWAY AND SET IN THE TOP OF A CONCRETE POST 0.5 FOOT BELOW THE
 AW0305'SURFACE OF THE GROUND.
 AW0305
 AW0305                          STATION RECOVERY (1976)
 AW0305
 AW0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0305'RECOVERED IN GOOD CONDITION.
 AW0305
 AW0305                          STATION RECOVERY (1978)
 AW0305
 AW0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0305'RECOVERED IN GOOD CONDITION.
 AW0305
 AW0305                          STATION RECOVERY (1983)
 AW0305
 AW0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0305'RECOVERED IN GOOD CONDITION.
 AW0305
 AW0305                          STATION RECOVERY (1986)
 AW0305
 AW0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0305'RECOVERED IN GOOD CONDITION.
 AW0305
 AW0305                          STATION RECOVERY (1989)
 AW0305
 AW0305'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0305'MARK NOT FOUND.
 AW0305
 AW0305                          STATION RECOVERY (2004)
 AW0305
 AW0305'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0450 ***********************************************************************
 BA0450  DESIGNATION -  5071=DOME
 BA0450  PID         -  BA0450
 BA0450  STATE/COUNTY-  TX/BREWSTER
 BA0450  USGS QUAD   -  DUFF SPRINGS (1983)
 BA0450
 BA0450                         *CURRENT SURVEY CONTROL
 BA0450  ___________________________________________________________________
 BA0450* NAD 83(1993)-  29 58 30.41394(N)    103 38 21.13542(W)     ADJUSTED  
 BA0450* NAVD 88     -      1547.     (meters)    5075.     (feet)  SCALED    
 BA0450  ___________________________________________________________________
 BA0450  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BA0450  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 BA0450
 BA0450  HORZ ORDER  -  SECOND
 BA0450
 BA0450.The horizontal coordinates were established by classical geodetic methods
 BA0450.and adjusted by the National Geodetic Survey in February 1996..
 BA0450
 BA0450.The orthometric height was scaled from a topographic map.
 BA0450
 BA0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0450
 BA0450.The geoid height was determined by GEOID03.
 BA0450
 BA0450;                    North         East     Units Scale Factor Converg.
 BA0450;SPC TXSC     - 4,246,249.122   152,419.560   MT  0.99992549   -2 16 22.1
 BA0450;SPC TXSC     -13,931,235.66    500,063.17   sFT  0.99992549   -2 16 22.1
 BA0450;UTM  13      - 3,316,806.916   631,284.558   MT  0.99981265   +0 40 47.9
 BA0450
 BA0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0450!SPC TXSC     -   0.99976052  x   0.99992549  =   0.99968603
 BA0450!UTM  13      -   0.99976052  x   0.99981265  =   0.99957321
 BA0450
 BA0450:                Primary Azimuth Mark                     Grid Az
 BA0450:SPC TXSC     -  DOME AZ MK                               017 12 58.9
 BA0450:UTM  13      -  DOME AZ MK                               014 15 48.9
 BA0450
 BA0450|---------------------------------------------------------------------|
 BA0450| PID    Reference Object                     Distance      Geod. Az  |
 BA0450|                                                           dddmmss.s |
 BA0450| CH8798 DOME AZ MK                                         0145636.8 |
 BA0450| CH8800 DOME RM 2                            11.188 METERS 11152     |
 BA0450| CH8799 DOME RM 1                            13.968 METERS 19031     |
 BA0450|---------------------------------------------------------------------|
 BA0450
 BA0450                          SUPERSEDED SURVEY CONTROL
 BA0450
 BA0450  NAD 83(1986)-  29 58 30.40679(N)    103 38 21.13403(W) AD(       ) 2
 BA0450  NAD 27      -  29 58 29.79000(N)    103 38 19.48600(W) AD(       ) 2
 BA0450
 BA0450.Superseded values are not recommended for survey control.
 BA0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0450.See file dsdata.txt to determine how the superseded data were derived.
 BA0450
 BA0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP3128516807(NAD 83)
 BA0450_MARKER: DB = BENCH MARK DISK
 BA0450_SETTING: 66 = SET IN ROCK OUTCROP
 BA0450
 BA0450  HISTORY     - Date     Condition        Report By
 BA0450  HISTORY     - 1943     MONUMENTED       USGS
 BA0450
 BA0450                          STATION DESCRIPTION
 BA0450
 BA0450'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (EHB)
 BA0450'A STATION OF THE U.S. GEOLOGICAL SURVEY LOCATED ON TOP OF A
 BA0450'LONE, PROMINENT CONICAL PEAK WHICH STANDS NEAR THE CENTER
 BA0450'OF A HIGH MESA, BEARING SW OF ELEPHANT BUTTE AND NW OF SANTIAGO
 BA0450'PEAK.  IT IS BY AIR LINE DISTANCES ABOUT 27 MILES S OF ALPINE
 BA0450'AND 4 MILES W OF THE ALPINE-TERLINGUA ROAD, ON KOKERNOT PROPERTY.
 BA0450'
 BA0450'STATION IS MARKED BY A BRONZE U.S. GEOLOGICAL SURVEY BENCH
 BA0450'MARK, ELEVATION AND YEAR 5071 1917 STAMPED ON THE DISK,
 BA0450'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BA0450'
 BA0450'REFERENCE MARK NO. 1 IS ESE OF THE STATION AND ABOUT 12 FEET
 BA0450'LOWER.  A BRONZE REFERENCE MARK DISK, STAMPED DOME U.S.G.S.
 BA0450'NO. 1 1943, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BA0450'
 BA0450'REFERENCE MARK NO. 2 IS S OF THE STATION AND ABOUT 2 FEET
 BA0450'LOWER.  A BRONZE REFERENCE MARK DISK, STAMPED DOME U.S.G.S. NO.
 BA0450'2 1943, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BA0450'
 BA0450'THE AZIMUTH MARK IS ABOUT 1 MILE NNE OF THE STATION (SEE
 BA0450'BELOW), ABOUT 100 FEET S OF THE ROAD FORK MENTIONED BELOW,
 BA0450'50 FEET E OF THE ROAD AND 100 FEET W OF A WASH.  IT IS IN A HIGH
 BA0450'ROCK OUTCROP, PROJECTING ABOUT 4 FEET ABOVE THE GROUND.  MARKED
 BA0450'BY A BRONZE AZIMUTH MARK DISK, STAMPED DOME U.S.G.S. 1943,
 BA0450'CEMENTED IN A DRILL HOLE IN BEDROCK.
 BA0450'
 BA0450'TO REACH FROM ALPINE, GO S ON THE TERLINGUA ROAD 23.7 MILES
 BA0450'TO A GATE ON LEFT AND SIGN HEADQUARTERS NEVILL RANCH.  CONTINUE
 BA0450'S ON THE TERLINGUA ROAD 2.1 MILES TO SOME SMALL CORRALS ON THE
 BA0450'RIGHT AND BOARD GATES ON EACH SIDE OF ROAD.  THIS IS 4 MILES
 BA0450'N OF THE GATE LEADING TO THE KOKERNOT HEADQUARTERS.  TURN RIGHT
 BA0450'THROUGH GATE AND FOLLOW TRACK ROAD W UP WASH AND OUT ONTO TOP
 BA0450'OF MESA AT GATE, A DISTANCE OF 3.1 MILES.  PASS THROUGH GATE
 BA0450'AND CONTINUE S ALONG ROAD TOWARD DOME-LIKE PEAK WHICH IS NOW
 BA0450'VISIBLE 2.7 MILES TO A STOCK-WATER TANK (OR CHACO).  PASS
 BA0450'AROUND RIGHT SIDE OF THIS RESERVOIR AND CONTINUE S 1.4 MILES TO
 BA0450'CORRALS AND OLD CAMP SITE.  CONTINUE 0.6 MILE AND TAKE
 BA0450'RIGHT FORK (AZIMUTH MARK HERE), FOR 1.0 MILE TO THE TOP OF
 BA0450'THE DIVIDE, THEN TURN LEFT OFF THE TRACK ROAD AND GO S UP THE
 BA0450'DIVIDE 0.3 MILE TO THE BASE OF THE HILL.  LEAVE TRUCK AND
 BA0450'PACK TO TOP AND STATION.  A 1/4-HOUR PACK.
 BA0450'
 BA0450'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0380 ***********************************************************************
 AB0380  DESIGNATION -  509 TXGS
 AB0380  PID         -  AB0380
 AB0380  STATE/COUNTY-  TX/WILLACY
 AB0380  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0380
 AB0380                         *CURRENT SURVEY CONTROL
 AB0380  ___________________________________________________________________
 AB0380* NAD 83(1986)-  26 28 55.     (N)    097 47 17.     (W)     SCALED    
 AB0380* NAVD 88     -        10.097  (meters)      33.13   (feet)  ADJUSTED  
 AB0380  ___________________________________________________________________
 AB0380  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AB0380  DYNAMIC HT  -          10.081 (meters)      33.07  (feet)  COMP
 AB0380  MODELED GRAV-     979,045.9   (mgal)                       NAVD 88
 AB0380
 AB0380  VERT ORDER  -  FIRST     CLASS II
 AB0380
 AB0380.The horizontal coordinates were scaled from a topographic map and have
 AB0380.an estimated accuracy of +/- 6 seconds.
 AB0380
 AB0380.The orthometric height was determined by differential leveling
 AB0380.and adjusted by the National Geodetic Survey in June 1991..
 AB0380
 AB0380.The geoid height was determined by GEOID03.
 AB0380
 AB0380.The dynamic height is computed by dividing the NAVD 88
 AB0380.geopotential number by the normal gravity value computed on the
 AB0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0380.degrees latitude (g = 980.6199 gals.).
 AB0380
 AB0380.The modeled gravity was interpolated from observed gravity values.
 AB0380
 AB0380;                    North         East    Units  Estimated Accuracy
 AB0380;SPC TX S     - 5,090,530.      370,980.      MT  (+/- 180 meters Scaled)
 AB0380
 AB0380                          SUPERSEDED SURVEY CONTROL
 AB0380
 AB0380.No superseded survey control is available for this station.
 AB0380
 AB0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ207296(NAD 83)
 AB0380_MARKER: DD = SURVEY DISK
 AB0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0380_STAMPING: 509
 AB0380_MARK LOGO: TXGS  
 AB0380_PROJECTION: PROJECTING 9 CENTIMETERS
 AB0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0380+STABILITY: SURFACE MOTION
 AB0380
 AB0380  HISTORY     - Date     Condition        Report By
 AB0380  HISTORY     - UNK      MONUMENTED       TXGS
 AB0380  HISTORY     - 1951     GOOD             NGS
 AB0380  HISTORY     - 1981     GOOD             NGS
 AB0380  HISTORY     - 1988     GOOD             USPSQD
 AB0380  HISTORY     - 1988     GOOD             USPSQD
 AB0380
 AB0380                          STATION DESCRIPTION
 AB0380
 AB0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0380'IN RAYMONDVILLE.
 AB0380'AT RAYMONDVILLE, WILLACY COUNTY, 0.2 MILE WEST OF THE SOUTHERN PACIFIC
 AB0380'LINES STATION, AT THE COUNTY COURTHOUSE, 9 FEET SOUTHWEST OF THE
 AB0380'SOUTHWEST CORNER, AND 2 FEET FROM THE EDGE OF THE SIDEWALK.  A STATE
 AB0380'SURVEY STANDARD DISK, STAMPED 509 AND SET IN THE TOP OF A CONCRETE
 AB0380'POST ABOUT FLUSH WITH THE GROUND.
 AB0380
 AB0380                          STATION RECOVERY (1981)
 AB0380
 AB0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0380'IN RAYMONDVILLE AT THE WILLACY COUNTY COURTHOUSE AT THE INTERSECTION
 AB0380'OF HIDALGO AND THIRD STREET, 2.7 METERS (9.0 FT) SOUTHWEST OF THE
 AB0380'SOUTHWEST CORNER, AND 0.6 METER (2.0 FT) SOUTHWEST OF THE SOUTHWEST
 AB0380'CORNER OF THE SIDEWALK.
 AB0380'THE MARK IS 0.3 M ABOVE STREET.
 AB0380
 AB0380                          STATION RECOVERY (1988)
 AB0380
 AB0380'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0380'RECOVERED IN GOOD CONDITION.
 AB0380
 AB0380                          STATION RECOVERY (1988)
 AB0380
 AB0380'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2835 ***********************************************************************
 AB2835  PACS        -  This is a Primary Airport Control Station.
 AB2835  DESIGNATION -  50F A
 AB2835  PID         -  AB2835
 AB2835  STATE/COUNTY-  TX/PARKER
 AB2835  USGS QUAD   -  CRESSON (1973)
 AB2835
 AB2835                         *CURRENT SURVEY CONTROL
 AB2835  ___________________________________________________________________
 AB2835* NAD 83(1993)-  32 34 57.35265(N)    097 35 29.12432(W)     ADJUSTED  
 AB2835* NAVD 88     -       263.05   (meters)     863.0    (feet)  GPS OBS   
 AB2835  ___________________________________________________________________
 AB2835  X           -    -710,707.116 (meters)                     COMP
 AB2835  Y           -  -5,332,590.941 (meters)                     COMP
 AB2835  Z           -   3,415,171.480 (meters)                     COMP
 AB2835  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 AB2835  ELLIP HEIGHT-         235.01  (meters)          (10/24/00) GPS OBS
 AB2835  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AB2835
 AB2835  HORZ ORDER  -  B
 AB2835  ELLP ORDER  -  FOURTH    CLASS II
 AB2835
 AB2835.This mark is at Bourland Fld (50F) Airport (50F)
 AB2835
 AB2835.The horizontal coordinates were established by GPS observations
 AB2835.and adjusted by the National Geodetic Survey in February 1996..
 AB2835
 AB2835.The orthometric height was determined by GPS observations and a
 AB2835.high-resolution geoid model.
 AB2835
 AB2835.GPS derived orthometric heights for airport stations designated as
 AB2835.PACS or SACS are published to 2 decimal places.  This maintains
 AB2835.centimeter relative accuracy between the PACS and SACS.  It does
 AB2835.not indicate centimeter accuracy relative to other marks which are
 AB2835.part of the NAVD 88 network.
 AB2835
 AB2835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2835
 AB2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2835
 AB2835.The ellipsoidal height was determined by GPS observations
 AB2835.and is referenced to NAD 83.
 AB2835
 AB2835.The geoid height was determined by GEOID03.
 AB2835
 AB2835;                    North         East     Units Scale Factor Converg.
 AB2835;SPC TXNC     - 2,101,936.878   685,297.860   MT  0.99990591   +0 29 43.9
 AB2835;SPC TXNC     - 6,896,104.57  2,248,348.06   sFT  0.99990591   +0 29 43.9
 AB2835;UTM  14      - 3,605,890.500   632,205.070   MT  0.99981552   +0 45 31.1
 AB2835
 AB2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2835!SPC TXNC     -   0.99996310  x   0.99990591  =   0.99986902
 AB2835!UTM  14      -   0.99996310  x   0.99981552  =   0.99977863
 AB2835
 AB2835:                Primary Azimuth Mark                     Grid Az
 AB2835:SPC TXNC     -  50F B                                    170 12 28.9
 AB2835:UTM  14      -  50F B                                    169 56 41.7
 AB2835
 AB2835|---------------------------------------------------------------------|
 AB2835| PID    Reference Object                     Distance      Geod. Az  |
 AB2835|                                                           dddmmss.s |
 AB2835| AB6671 50F B                               APPROX. 0.5 KM 1704212.8 |
 AB2835| AB6672 50F C                               380.597 METERS 34712     |
 AB2835|---------------------------------------------------------------------|
 AB2835
 AB2835                          SUPERSEDED SURVEY CONTROL
 AB2835
 AB2835  ELLIP H (02/20/96)  235.07   (m)                       GP(       ) 1 1
 AB2835
 AB2835.Superseded values are not recommended for survey control.
 AB2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2835.See file dsdata.txt to determine how the superseded data were derived.
 AB2835
 AB2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3220505890(NAD 83)
 AB2835_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2835_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AB2835_STAMPING: 50F A 1995
 AB2835_MARK LOGO: NGS   
 AB2835_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2835+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 AB2835
 AB2835  HISTORY     - Date     Condition        Report By
 AB2835  HISTORY     - 1995     MONUMENTED       NGS
 AB2835  HISTORY     - 19990402 GOOD             TXDOT
 AB2835  HISTORY     - 20030313 GOOD             INDIV
 AB2835
 AB2835                          STATION DESCRIPTION
 AB2835
 AB2835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2835'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) SOUTHWEST OF FORT
 AB2835'WORTH, 15.0 MI (24.1 KM) NORTHWEST OF CLEBURNE, 4.2 MI (6.8 KM) NORTH
 AB2835'NORTHEAST OF CRESSON AND AT BOURLAND FIELD AIRPORT. OWNERSHIP--RICHARD
 AB2835'BOURLAND, BOX 247Z, FORT WORTH, TX 76126.  PHONE (817) 443-0375.  TO
 AB2835'REACH THE STATION FROM THE JUCTION OF US HIGHWAY 377 AND STATE HIGHWAY
 AB2835'171 IN CRESSON, GO NORTHEAST ON US HIGHWAY 377 FOR 4.2 MI (6.8 KM) TO
 AB2835'THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY
 AB2835'FOLLOWING THE AIRPORT ENTRANCE ROAD AROUND THE HANGERS FOR 0.15 MI
 AB2835'(0.24 KM) TO A CURVE LEFT AND THE AIRPORT OFFICE ON THE LEFT, TURN
 AB2835'LEFT AND GO EAST, THEN SOUTH, THEN SOUTHWEST FOLLOWING A ACCESS ROAD
 AB2835'FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.  THE STATION IS A
 AB2835'CONCRETE POST 2.5 FT (0.8 M) DEEP, SET 0.5 FT (15.2 CM) INTO BEDROCK,
 AB2835'ABOUT 7.0 FT (2.1 M) HIGHER THAN THE RUNWAY, 155.5 FT (47.4 M) WEST OF
 AB2835'THE PAVED RUNWAY CENTER, 112.0 FT (34.1 M) NORTHEAST OF A OLD FENCE
 AB2835'LINE, 91.7 FT (28.0 M) SOUTHWEST OF A STOP SIGN, 41.2 FT (12.6 M)
 AB2835'SOUTH OF THE CENTER OF THE ACCESS ROAD AND 2.0 FT (0.6 M) EAST OF A
 AB2835'WITNESS POST.  DRL.
 AB2835
 AB2835                          STATION RECOVERY (1999)
 AB2835
 AB2835'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 AB2835'STATION RECOVERED.  FLUSH WITH GROUND.  OTHER MARKS NOT SEARCHED FOR.
 AB2835
 AB2835                          STATION RECOVERY (2003)
 AB2835
 AB2835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MB)
 AB2835'RECOVERED AS DESCRIBED, ADEQUATE DESCRIPTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6671 ***********************************************************************
 AB6671  SACS        -  This is a Secondary Airport Control Station.
 AB6671  DESIGNATION -  50F B
 AB6671  PID         -  AB6671
 AB6671  STATE/COUNTY-  TX/PARKER
 AB6671  USGS QUAD   -  CRESSON (1973)
 AB6671
 AB6671                         *CURRENT SURVEY CONTROL
 AB6671  ___________________________________________________________________
 AB6671* NAD 83(1993)-  32 34 40.19952(N)    097 35 25.80808(W)     ADJUSTED  
 AB6671* NAVD 88     -       256.07   (meters)     840.1    (feet)  GPS OBS   
 AB6671  ___________________________________________________________________
 AB6671  X           -    -710,658.190 (meters)                     COMP
 AB6671  Y           -  -5,332,878.594 (meters)                     COMP
 AB6671  Z           -   3,414,722.463 (meters)                     COMP
 AB6671  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 AB6671  ELLIP HEIGHT-         228.04  (meters)          (07/05/01) GPS OBS
 AB6671  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AB6671
 AB6671  HORZ ORDER  -  FIRST
 AB6671  ELLP ORDER  -  FOURTH    CLASS II
 AB6671
 AB6671.This mark is at Bourland Fld (50F) Airport (50F)
 AB6671
 AB6671.The horizontal coordinates were established by GPS observations
 AB6671.and adjusted by the National Geodetic Survey in September 1996..
 AB6671
 AB6671.The orthometric height was determined by GPS observations and a
 AB6671.high-resolution geoid model.
 AB6671
 AB6671.GPS derived orthometric heights for airport stations designated as
 AB6671.PACS or SACS are published to 2 decimal places.  This maintains
 AB6671.centimeter relative accuracy between the PACS and SACS.  It does
 AB6671.not indicate centimeter accuracy relative to other marks which are
 AB6671.part of the NAVD 88 network.
 AB6671
 AB6671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6671
 AB6671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6671
 AB6671.The ellipsoidal height was determined by GPS observations
 AB6671.and is referenced to NAD 83.
 AB6671
 AB6671.The geoid height was determined by GEOID03.
 AB6671
 AB6671;                    North         East     Units Scale Factor Converg.
 AB6671;SPC TXNC     - 2,101,409.298   685,388.913   MT  0.99990659   +0 29 45.7
 AB6671;SPC TXNC     - 6,894,373.67  2,248,646.79   sFT  0.99990659   +0 29 45.7
 AB6671;UTM  14      - 3,605,363.391   632,298.536   MT  0.99981583   +0 45 32.6
 AB6671
 AB6671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6671!SPC TXNC     -   0.99996420  x   0.99990659  =   0.99987079
 AB6671!UTM  14      -   0.99996420  x   0.99981583  =   0.99978003
 AB6671
 AB6671:                Primary Azimuth Mark                     Grid Az
 AB6671:SPC TXNC     -  50F A                                    350 12 28.9
 AB6671:UTM  14      -  50F A                                    349 56 42.0
 AB6671
 AB6671|---------------------------------------------------------------------|
 AB6671| PID    Reference Object                     Distance      Geod. Az  |
 AB6671|                                                           dddmmss.s |
 AB6671| AB2835 50F A                               APPROX. 0.5 KM 3504214.6 |
 AB6671|---------------------------------------------------------------------|
 AB6671
 AB6671                          SUPERSEDED SURVEY CONTROL
 AB6671
 AB6671  ELLIP H (09/10/96)  228.10   (m)                       GP(       ) 4 2
 AB6671
 AB6671.Superseded values are not recommended for survey control.
 AB6671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6671.See file dsdata.txt to determine how the superseded data were derived.
 AB6671
 AB6671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3229905363(NAD 83)
 AB6671_MARKER: I = METAL ROD
 AB6671_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6671_STAMPING: 50F B 1995
 AB6671_MARK LOGO: NGS   
 AB6671_PROJECTION: FLUSH
 AB6671_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6671+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6671_ROD/PIPE-DEPTH: 7.99 meters
 AB6671_SLEEVE-DEPTH  : 1 meters
 AB6671
 AB6671  HISTORY     - Date     Condition        Report By
 AB6671  HISTORY     - 1995     MONUMENTED       NGS
 AB6671
 AB6671                          STATION DESCRIPTION
 AB6671
 AB6671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6671'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) SOUTHWEST OF FORT
 AB6671'WORTH, 15.0 MI (24.1 KM) NORTHWEST OF CLEBURNE, 4.2 MI (6.8 KM) NORTH
 AB6671'NORTHEAST OF CRESSON AND AT BOURLAND FIELD AIRPORT. OWNERSHIP--RICHARD
 AB6671'BOURLAND, BOX 247Z, FORT WORTH, TX 76126.  PHONE (817) 443-0375.  TO
 AB6671'REACH THE STATION FROM THE JUCTION OF US HIGHWAY 377 AND STATE HIGHWAY
 AB6671'171 IN CRESSON, GO NORTHEAST ON US HIGHWAY 377 FOR 4.2 MI (6.8 KM) TO
 AB6671'THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY
 AB6671'FOLLOWING THE AIRPORT ENTRANCE ROAD AROUND THE HANGERS FOR 0.15 MI
 AB6671'(0.24 KM) TO A CURVE LEFT AND THE AIRPORT OFFICE ON THE LEFT, TURN
 AB6671'LEFT AND GO EAST FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN RIGHT AND GO
 AB6671'SOUTH ON THE RUNWAY FOR 0.3 MI (0.5 KM) TO A TAXIWAY ON THE RIGHT,
 AB6671'CONTINUE AHEAD AND GO SOUTH ON THE RUNWAY FOR 0.25 MI (0.40 KM) TO A
 AB6671'WINDSOCK AND THE STATION ON THE RIGHT.  THE STATION IS 132.3 FT (40.3
 AB6671'M) WEST OF THE RUNWAY CENTER, 89.4 FT (27.2 M) NORTHEAST OF THE THIRD
 AB6671'RUNWAY REFLECTOR NORTHWEST OF THE SOUTHEAST END OF A TURF RUNWAY, 57.9
 AB6671'FT (17.6 M) SOUTH SOUTHWEST OF A TETRAHEDRON SUPPORT POST AND 39.2 FT
 AB6671'(11.9 M) WEST OF A WINDSOCK POLE.  STATION IS AIRPORT SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6672 ***********************************************************************
 AB6672  SACS        -  This is a Secondary Airport Control Station.
 AB6672  DESIGNATION -  50F C
 AB6672  PID         -  AB6672
 AB6672  STATE/COUNTY-  TX/PARKER
 AB6672  USGS QUAD   -  CRESSON (1973)
 AB6672
 AB6672                         *CURRENT SURVEY CONTROL
 AB6672  ___________________________________________________________________
 AB6672* NAD 83(1993)-  32 35 09.40049(N)    097 35 32.35880(W)     ADJUSTED  
 AB6672* NAVD 88     -       264.76   (meters)     868.6    (feet)  GPS OBS   
 AB6672  ___________________________________________________________________
 AB6672  X           -    -710,764.519 (meters)                     COMP
 AB6672  Y           -  -5,332,383.100 (meters)                     COMP
 AB6672  Z           -   3,415,485.128 (meters)                     COMP
 AB6672  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AB6672  ELLIP HEIGHT-         236.72  (meters)          (07/05/01) GPS OBS
 AB6672  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AB6672
 AB6672  HORZ ORDER  -  FIRST
 AB6672  ELLP ORDER  -  FOURTH    CLASS II
 AB6672
 AB6672.This mark is at Bourland Fld (50F) Airport (50F)
 AB6672
 AB6672.The horizontal coordinates were established by GPS observations
 AB6672.and adjusted by the National Geodetic Survey in September 1996..
 AB6672
 AB6672.The orthometric height was determined by GPS observations and a
 AB6672.high-resolution geoid model.
 AB6672
 AB6672.GPS derived orthometric heights for airport stations designated as
 AB6672.PACS or SACS are published to 2 decimal places.  This maintains
 AB6672.centimeter relative accuracy between the PACS and SACS.  It does
 AB6672.not indicate centimeter accuracy relative to other marks which are
 AB6672.part of the NAVD 88 network.
 AB6672
 AB6672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6672
 AB6672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6672
 AB6672.The ellipsoidal height was determined by GPS observations
 AB6672.and is referenced to NAD 83.
 AB6672
 AB6672.The geoid height was determined by GEOID03.
 AB6672
 AB6672;                    North         East     Units Scale Factor Converg.
 AB6672;SPC TXNC     - 2,102,307.231   685,210.307   MT  0.99990543   +0 29 42.2
 AB6672;SPC TXNC     - 6,897,319.64  2,248,060.82   sFT  0.99990543   +0 29 42.2
 AB6672;UTM  14      - 3,606,260.413   632,115.825   MT  0.99981523   +0 45 29.6
 AB6672
 AB6672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6672!SPC TXNC     -   0.99996283  x   0.99990543  =   0.99986827
 AB6672!UTM  14      -   0.99996283  x   0.99981523  =   0.99977807
 AB6672
 AB6672|---------------------------------------------------------------------|
 AB6672| PID    Reference Object                     Distance      Geod. Az  |
 AB6672|                                                           dddmmss.s |
 AB6672| AB2835 50F A                               380.597 METERS 16712     |
 AB6672|---------------------------------------------------------------------|
 AB6672
 AB6672                          SUPERSEDED SURVEY CONTROL
 AB6672
 AB6672  ELLIP H (09/10/96)  236.78   (m)                       GP(       ) 4 2
 AB6672
 AB6672.Superseded values are not recommended for survey control.
 AB6672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6672.See file dsdata.txt to determine how the superseded data were derived.
 AB6672
 AB6672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3211606260(NAD 83)
 AB6672_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6672_SETTING: 66 = SET IN ROCK OUTCROP
 AB6672_STAMPING: 50F C 1995
 AB6672_MARK LOGO: NGS   
 AB6672_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6672+STABILITY: POSITION/ELEVATION WELL
 AB6672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6672+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6672
 AB6672  HISTORY     - Date     Condition        Report By
 AB6672  HISTORY     - 1995     MONUMENTED       NGS
 AB6672
 AB6672                          STATION DESCRIPTION
 AB6672
 AB6672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6672'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) SOUTHWEST OF FORT
 AB6672'WORTH, 15.0 MI (24.1 KM) NORTHWEST OF CLEBURNE, 4.2 MI (6.8 KM) NORTH
 AB6672'NORTHEAST OF CRESSON AND AT BOURLAND FIELD AIRPORT. OWNERSHIP--RICHARD
 AB6672'BOURLAND, BOX 247Z, FORT WORTH, TX 76126.  PHONE (817) 443-0375.  TO
 AB6672'REACH THE STATION FROM THE JUCTION OF US HIGHWAY 377 AND STATE HIGHWAY
 AB6672'171 IN CRESSON, GO NORTHEAST ON US HIGHWAY 377 FOR 4.2 MI (6.8 KM) TO
 AB6672'THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY
 AB6672'FOLLOWING THE AIRPORT ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO THE
 AB6672'STATION ON THE LEFT.  THE STATION IS 299.0 FT (91.1 M) SOUTH OF A GATE
 AB6672'POST IN THE CENTER OF THE ENTRANCE ROAD, 171.5 FT (52.3 M) NORTH OF
 AB6672'THE NORTHEAST CORNER OF A HANGER, 159.0 FT (48.5 M) EAST OF THE ACCESS
 AB6672'ROAD CENTER, 90.0 FT (27.4 M) WEST OF THE TAXIWAY CENTER (WHERE IT
 AB6672'STARTS TO WIDEN INTO A RAMP) AND 3.0 FT (0.9 M) EAST OF A WITNESS POST
 AB6672'SET INTO ROCK.  STATION IS AIRPORT SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3206 ***********************************************************************
 AB3206  PACS        -  This is a Primary Airport Control Station.
 AB3206  DESIGNATION -  50R A
 AB3206  PID         -  AB3206
 AB3206  STATE/COUNTY-  TX/CALDWELL
 AB3206  USGS QUAD   -  LOCKHART SOUTH (1994)
 AB3206
 AB3206                         *CURRENT SURVEY CONTROL
 AB3206  ___________________________________________________________________
 AB3206* NAD 83(1993)-  29 51 01.87695(N)    097 40 18.88329(W)     ADJUSTED  
 AB3206* NAVD 88     -       159.97   (meters)     524.8    (feet)  GPS OBS   
 AB3206  ___________________________________________________________________
 AB3206  X           -    -739,143.274 (meters)                     COMP
 AB3206  Y           -  -5,487,078.970 (meters)                     COMP
 AB3206  Z           -   3,156,079.503 (meters)                     COMP
 AB3206  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AB3206  ELLIP HEIGHT-         133.60  (meters)          (10/24/00) GPS OBS
 AB3206  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AB3206
 AB3206  HORZ ORDER  -  B
 AB3206  ELLP ORDER  -  FOURTH    CLASS II
 AB3206
 AB3206.This mark is at Lockhart Muni (50R) Airport (50R)
 AB3206
 AB3206.The horizontal coordinates were established by GPS observations
 AB3206.and adjusted by the National Geodetic Survey in February 1996..
 AB3206
 AB3206.The orthometric height was determined by GPS observations and a
 AB3206.high-resolution geoid model.
 AB3206
 AB3206.GPS derived orthometric heights for airport stations designated as
 AB3206.PACS or SACS are published to 2 decimal places.  This maintains
 AB3206.centimeter relative accuracy between the PACS and SACS.  It does
 AB3206.not indicate centimeter accuracy relative to other marks which are
 AB3206.part of the NAVD 88 network.
 AB3206
 AB3206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3206
 AB3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3206
 AB3206.The ellipsoidal height was determined by GPS observations
 AB3206.and is referenced to NAD 83.
 AB3206
 AB3206.The geoid height was determined by GEOID03.
 AB3206
 AB3206;                    North         East     Units Scale Factor Converg.
 AB3206;SPC TXSC     - 4,224,289.123   728,318.747   MT  0.99990361   +0 39 02.3
 AB3206;SPC TXSC     -13,859,188.56  2,389,492.42   sFT  0.99990361   +0 39 02.3
 AB3206;UTM  14      - 3,302,962.235   628,288.381   MT  0.99980306   +0 39 40.1
 AB3206
 AB3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3206!SPC TXSC     -   0.99997902  x   0.99990361  =   0.99988263
 AB3206!UTM  14      -   0.99997902  x   0.99980306  =   0.99978208
 AB3206
 AB3206:                Primary Azimuth Mark                     Grid Az
 AB3206:SPC TXSC     -  50R B                                    001 46 55.7
 AB3206:UTM  14      -  50R B                                    001 46 17.9
 AB3206
 AB3206|---------------------------------------------------------------------|
 AB3206| PID    Reference Object                     Distance      Geod. Az  |
 AB3206|                                                           dddmmss.s |
 AB3206| AC5706 50R B                               APPROX. 0.6 KM 0022558.0 |
 AB3206| AC5707 50R C                               APPROX. 0.6 KM 1814835.1 |
 AB3206|---------------------------------------------------------------------|
 AB3206
 AB3206                          SUPERSEDED SURVEY CONTROL
 AB3206
 AB3206  ELLIP H (02/20/96)  133.76   (m)                       GP(       ) 3 2
 AB3206
 AB3206.Superseded values are not recommended for survey control.
 AB3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3206.See file dsdata.txt to determine how the superseded data were derived.
 AB3206
 AB3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2828802962(NAD 83)
 AB3206_MARKER: I = METAL ROD
 AB3206_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3206_STAMPING: 50R A 1995
 AB3206_MARK LOGO: NGS   
 AB3206_PROJECTION: FLUSH
 AB3206_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3206+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AB3206_ROD/PIPE-DEPTH: 6.6  meters
 AB3206_SLEEVE-DEPTH  : 1.0 meters
 AB3206
 AB3206  HISTORY     - Date     Condition        Report By
 AB3206  HISTORY     - 1995     MONUMENTED       NGS
 AB3206  HISTORY     - 19990925 GOOD             USPSQD
 AB3206  HISTORY     - 20030517 GOOD             USPSQD
 AB3206
 AB3206                          STATION DESCRIPTION
 AB3206
 AB3206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB3206'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF LOCKHART AT THE
 AB3206'LOCKHART MUNICIPAL AIRPORT AND NEAR MID-FIELD.  FOR ACCESS CONTACT MR
 AB3206'BARNEY LOWE, AIRPORT MANAGER DRASUR AVIATION LTD, LOCKHART, TX. PHONE
 AB3206'(512) 398-9608 OR (512) 764-2900.  TO REACH THE STATION FROM THE
 AB3206'JUNCTION OF STATE HIGHWAY 142 AND U.S.  HIGHWAY 183 AT THE EAST EDGE
 AB3206'OF LOCKHART.  GO SOUTHERLY ON U.S.  HIGHWAY 183 FOR 2.35 MI (3.78 KM)
 AB3206'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT (AIRPORT DR) . TURN RIGHT,
 AB3206'WESTERLY ON AIRPORT DRIVE FOR 0.2 MI (0.3 KM) TO A RAMP ROAD.  TURN
 AB3206'LEFT AND GO SOUTHERLY ON RAMP ROAD FOR 0.05 MI (0.08 KM) TO THE
 AB3206'AIRPORT OFFICE ON THE LEFT, CONTINUE SOUTHERLY ON THE RAMP ROAD FOR
 AB3206'0.05 MI (0.08 KM) TO THE MID-FIELD CONNECTING TAXIWAY.  TURN RIGHT,
 AB3206'WESTERLY ON THE MID-FIELD CONNECTING TAXIWAY CROSSING THE PARALLEL
 AB3206'TAXIWAY FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT. THE STATION
 AB3206'IS LOCATED 156.1 FT (47.6 M) EAST OF THE CENTERLINE OF RUNWAY 18-36,
 AB3206'84.4 FT (25.7 M) WEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY AND
 AB3206'80.3 FT (24.5 M) NORTH OF THE CENTERLINE OF THE MID-FIELD CONNECTING
 AB3206'TAXIWAY.  THIS IS A PAC STATION.
 AB3206
 AB3206                          STATION RECOVERY (1999)
 AB3206
 AB3206'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB3206'RECOVERED IN GOOD CONDITION.
 AB3206
 AB3206                          STATION RECOVERY (2003)
 AB3206
 AB3206'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRH)
 AB3206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5706 ***********************************************************************
 AC5706  SACS        -  This is a Secondary Airport Control Station.
 AC5706  DESIGNATION -  50R B
 AC5706  PID         -  AC5706
 AC5706  STATE/COUNTY-  TX/CALDWELL
 AC5706  USGS QUAD   -  LOCKHART SOUTH (1994)
 AC5706
 AC5706                         *CURRENT SURVEY CONTROL
 AC5706  ___________________________________________________________________
 AC5706* NAD 83(1993)-  29 51 20.10024(N)    097 40 17.99509(W)     ADJUSTED  
 AC5706* NAVD 88     -       161.35   (meters)     529.4    (feet)  GPS OBS   
 AC5706  ___________________________________________________________________
 AC5706  X           -    -739,082.518 (meters)                     COMP
 AC5706  Y           -  -5,486,806.517 (meters)                     COMP
 AC5706  Z           -   3,156,566.867 (meters)                     COMP
 AC5706  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AC5706  ELLIP HEIGHT-         134.98  (meters)          (01/29/01) GPS OBS
 AC5706  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AC5706
 AC5706  HORZ ORDER  -  FIRST
 AC5706  ELLP ORDER  -  FOURTH    CLASS II
 AC5706
 AC5706.This mark is at Lockhart Muni (50R) Airport (50R)
 AC5706
 AC5706.The horizontal coordinates were established by GPS observations
 AC5706.and adjusted by the National Geodetic Survey in January 1997..
 AC5706
 AC5706.The orthometric height was determined by GPS observations and a
 AC5706.high-resolution geoid model.
 AC5706
 AC5706.GPS derived orthometric heights for airport stations designated as
 AC5706.PACS or SACS are published to 2 decimal places.  This maintains
 AC5706.centimeter relative accuracy between the PACS and SACS.  It does
 AC5706.not indicate centimeter accuracy relative to other marks which are
 AC5706.part of the NAVD 88 network.
 AC5706
 AC5706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5706
 AC5706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5706
 AC5706.The ellipsoidal height was determined by GPS observations
 AC5706.and is referenced to NAD 83.
 AC5706
 AC5706.The geoid height was determined by GEOID03.
 AC5706
 AC5706;                    North         East     Units Scale Factor Converg.
 AC5706;SPC TXSC     - 4,224,850.429   728,336.211   MT  0.99990440   +0 39 02.8
 AC5706;SPC TXSC     -13,861,030.12  2,389,549.72   sFT  0.99990440   +0 39 02.8
 AC5706;UTM  14      - 3,303,523.488   628,305.741   MT  0.99980311   +0 39 40.9
 AC5706
 AC5706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5706!SPC TXSC     -   0.99997880  x   0.99990440  =   0.99988320
 AC5706!UTM  14      -   0.99997880  x   0.99980311  =   0.99978192
 AC5706
 AC5706:                Primary Azimuth Mark                     Grid Az
 AC5706:SPC TXSC     -  50R A                                    181 46 55.6
 AC5706:UTM  14      -  50R A                                    181 46 17.5
 AC5706
 AC5706|---------------------------------------------------------------------|
 AC5706| PID    Reference Object                     Distance      Geod. Az  |
 AC5706|                                                           dddmmss.s |
 AC5706| AB3206 50R A                               APPROX. 0.6 KM 1822558.4 |
 AC5706|---------------------------------------------------------------------|
 AC5706
 AC5706                          SUPERSEDED SURVEY CONTROL
 AC5706
 AC5706  ELLIP H (01/29/97)  135.14   (m)                       GP(       ) 4 2
 AC5706
 AC5706.Superseded values are not recommended for survey control.
 AC5706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5706.See file dsdata.txt to determine how the superseded data were derived.
 AC5706
 AC5706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2830603523(NAD 83)
 AC5706_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5706_STAMPING: 50R B 1995
 AC5706_MARK LOGO: NGS   
 AC5706_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5706+STABILITY: SURFACE MOTION
 AC5706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5706+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AC5706
 AC5706  HISTORY     - Date     Condition        Report By
 AC5706  HISTORY     - 1995     MONUMENTED       NGS
 AC5706  HISTORY     - 19990925 GOOD             USPSQD
 AC5706  HISTORY     - 20030517 GOOD             USPSQD
 AC5706  HISTORY     - 20050222 GOOD             USPSQD
 AC5706
 AC5706                          STATION DESCRIPTION
 AC5706
 AC5706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AC5706'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF LOCKHART AT THE
 AC5706'LOCKHART MUNICIPAL AIRPORT AND NEAR RUNWAY END 18.  FOR ACCESS CONTACT
 AC5706'MR BARNEY LOWE, AIRPORT MANAGER DRASUR AVIATION LTD, LOCKHART, TX.
 AC5706'PHONE (512) 398-9608 OR (512) 764-2900.  TO REACH THE STATION FROM THE
 AC5706'JUNCTION OF STATE HIGHWAY 142 AND U.S.  HIGHWAY 183 AT THE EAST EDGE
 AC5706'OF LOCKHART.  GO SOUTHERLY ON U.S.  HIGHWAY 183 FOR 2.35 MI (3.78 KM)
 AC5706'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT (AIRPORT DR) .  TURN RIGHT,
 AC5706'WESTERLY ON AIRPORT DRIVE FOR 0.2 MI (0.3 KM) TO A RAMP ROAD.  TURN
 AC5706'LEFT AND GO SOUTHERLY ON RAMP ROAD FOR 0.05 MI (0.08 KM) TO THE
 AC5706'AIRPORT OFFICE ON THE LEFT, CONTINUE SOUTHERLY ON THE RAMP ROAD FOR
 AC5706'0.05 MI (0.08 KM) TO THE MID-FIELD CONNECTING TAXIWAY.  TURN RIGHT,
 AC5706'WESTERLY ON THE MID-FIELD CONNECTING TAXIWAY FOR ABOUT 50 FT (15.2 M)
 AC5706'THE PARALLEL TAXIWAY.  TURN RIGHT, NORTHERLY ON PARALLEL TAXIWAY FOR
 AC5706'0.35 MI (0.56 KM) TO THE STATION ON THE LEFT.  THE STATION IS LOCATED
 AC5706'171.3 FT (52.2 M) EAST OF THE CENTERLINE OF RUNWAY 18-36, 77.7 FT
 AC5706'(23.7 M) SOUTHEAST OF THE CENTERLINE OF THE CONNECTING TAXIWAY AT THE
 AC5706'HOLD BAR AND 68.2 FT (20.8 M) WEST OF THE CENTERLINE OF THE PARALLEL
 AC5706'TAXIWAY.
 AC5706
 AC5706                          STATION RECOVERY (1999)
 AC5706
 AC5706'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC5706'RECOVERED IN GOOD CONDITION.
 AC5706
 AC5706                          STATION RECOVERY (2003)
 AC5706
 AC5706'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRH)
 AC5706'AIR PORT MANAGER'S PHONE NUMBER IS 512-376-9068.
 AC5706
 AC5706                          STATION RECOVERY (2005)
 AC5706
 AC5706'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC5706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5707 ***********************************************************************
 AC5707  SACS        -  This is a Secondary Airport Control Station.
 AC5707  DESIGNATION -  50R C
 AC5707  PID         -  AC5707
 AC5707  STATE/COUNTY-  TX/CALDWELL
 AC5707  USGS QUAD   -  LOCKHART SOUTH (1994)
 AC5707
 AC5707                         *CURRENT SURVEY CONTROL
 AC5707  ___________________________________________________________________
 AC5707* NAD 83(1993)-  29 50 42.31623(N)    097 40 19.59225(W)     ADJUSTED  
 AC5707* NAVD 88     -       159.23   (meters)     522.4    (feet)  GPS OBS   
 AC5707  ___________________________________________________________________
 AC5707  X           -    -739,202.069 (meters)                     COMP
 AC5707  Y           -  -5,487,372.882 (meters)                     COMP
 AC5707  Z           -   3,155,556.713 (meters)                     COMP
 AC5707  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AC5707  ELLIP HEIGHT-         132.86  (meters)          (01/29/01) GPS OBS
 AC5707  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AC5707
 AC5707  HORZ ORDER  -  FIRST
 AC5707  ELLP ORDER  -  FOURTH    CLASS II
 AC5707
 AC5707.This mark is at Lockhart Muni (50R) Airport (50R)
 AC5707
 AC5707.The horizontal coordinates were established by GPS observations
 AC5707.and adjusted by the National Geodetic Survey in January 1997..
 AC5707
 AC5707.The orthometric height was determined by GPS observations and a
 AC5707.high-resolution geoid model.
 AC5707
 AC5707.GPS derived orthometric heights for airport stations designated as
 AC5707.PACS or SACS are published to 2 decimal places.  This maintains
 AC5707.centimeter relative accuracy between the PACS and SACS.  It does
 AC5707.not indicate centimeter accuracy relative to other marks which are
 AC5707.part of the NAVD 88 network.
 AC5707
 AC5707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5707
 AC5707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5707
 AC5707.The ellipsoidal height was determined by GPS observations
 AC5707.and is referenced to NAD 83.
 AC5707
 AC5707.The geoid height was determined by GEOID03.
 AC5707
 AC5707;                    North         East     Units Scale Factor Converg.
 AC5707;SPC TXSC     - 4,223,686.698   728,306.558   MT  0.99990276   +0 39 02.0
 AC5707;SPC TXSC     -13,857,212.11  2,389,452.43   sFT  0.99990276   +0 39 02.0
 AC5707;UTM  14      - 3,302,359.868   628,276.303   MT  0.99980302   +0 39 39.3
 AC5707
 AC5707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5707!SPC TXSC     -   0.99997913  x   0.99990276  =   0.99988190
 AC5707!UTM  14      -   0.99997913  x   0.99980302  =   0.99978216
 AC5707
 AC5707:                Primary Azimuth Mark                     Grid Az
 AC5707:SPC TXSC     -  50R A                                    001 09 32.7
 AC5707:UTM  14      -  50R A                                    001 08 55.4
 AC5707
 AC5707|---------------------------------------------------------------------|
 AC5707| PID    Reference Object                     Distance      Geod. Az  |
 AC5707|                                                           dddmmss.s |
 AC5707| AB3206 50R A                               APPROX. 0.6 KM 0014834.7 |
 AC5707|---------------------------------------------------------------------|
 AC5707
 AC5707                          SUPERSEDED SURVEY CONTROL
 AC5707
 AC5707  ELLIP H (01/29/97)  133.01   (m)                       GP(       ) 4 2
 AC5707
 AC5707.Superseded values are not recommended for survey control.
 AC5707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5707.See file dsdata.txt to determine how the superseded data were derived.
 AC5707
 AC5707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2827602360(NAD 83)
 AC5707_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5707_STAMPING: 50R C 1995
 AC5707_MARK LOGO: NGS   
 AC5707_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5707+STABILITY: SURFACE MOTION
 AC5707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5707+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AC5707
 AC5707  HISTORY     - Date     Condition        Report By
 AC5707  HISTORY     - 1995     MONUMENTED       NGS
 AC5707  HISTORY     - 19990925 GOOD             USPSQD
 AC5707  HISTORY     - 20030517 GOOD             USPSQD
 AC5707
 AC5707                          STATION DESCRIPTION
 AC5707
 AC5707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AC5707'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF LOCKHART AT THE
 AC5707'LOCKHART MUNICIPAL AIRPORT AND NEAR RUNWAY END 36.  FOR ACCESS CONTACT
 AC5707'MR BARNEY LOWE, AIRPORT MANAGER DRASUR AVIATION LTD, LOCKHART, TX.
 AC5707'PHONE (512) 398-9608 OR (512) 764-2900.  TO REACH THE STATION FROM THE
 AC5707'JUNCTION OF STATE HIGHWAY 142 AND U.S.  HIGHWAY 183 AT THE EAST EDGE
 AC5707'OF LOCKHART.  GO SOUTHERLY ON U.S.  HIGHWAY 183 FOR 2.35 MI (3.78 KM)
 AC5707'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT (AIRPORT DR) .  TURN RIGHT,
 AC5707'WESTERLY ON AIRPORT DRIVE FOR 0.2 MI (0.3 KM) TO A RAMP ROAD.  TURN
 AC5707'LEFT AND GO SOUTHERLY ON RAMP ROAD FOR 0.05 MI (0.08 KM) TO THE
 AC5707'AIRPORT OFFICE ON THE LEFT, CONTINUE SOUTHERLY ON THE RAMP ROAD FOR
 AC5707'0.05 MI (0.08 KM) TO THE MID-FIELD CONNECTING TAXIWAY.  TURN RIGHT,
 AC5707'WESTERLY ON THE MID-FIELD CONNECTING TAXIWAY FOR ABOUT 50 FT (15.2 M)
 AC5707'THE PARALLEL TAXIWAY.  TURN LEFT, SOUTHERLY ON PARALLEL TAXIWAY FOR
 AC5707'0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED
 AC5707'161.0 FT (49.1 M) EAST OF THE CENTERLINE OF RUNWAY 18-36, 85.9 FT
 AC5707'(26.2 M) NORTH-NORTHEAST OF THE CENTERLINE OF CONNECTING TAXIWAY AT
 AC5707'THE HOLD BAR AND 79.4 FT (24.2 M) WEST OF THE CENTERLINE OF THE
 AC5707'PARALLEL TAXIWAY.
 AC5707
 AC5707                          STATION RECOVERY (1999)
 AC5707
 AC5707'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC5707'RECOVERED IN GOOD CONDITION.
 AC5707
 AC5707                          STATION RECOVERY (2003)
 AC5707
 AC5707'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRH)
 AC5707'AIR PORT MANAGER'S PHONE NUMBER IS 512-376-9068.  FBO IS LOCKHART
 AC5707'AERO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1348 ***********************************************************************
 FL1348  DESIGNATION -  51
 FL1348  PID         -  FL1348
 FL1348  STATE/COUNTY-  TX/MOORE
 FL1348  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1348
 FL1348                         *CURRENT SURVEY CONTROL
 FL1348  ___________________________________________________________________
 FL1348* NAD 83(1986)-  35 50 37.     (N)    101 59 29.     (W)     SCALED    
 FL1348* NAVD 88     -      1121.317  (meters)    3678.85   (feet)  ADJUSTED  
 FL1348  ___________________________________________________________________
 FL1348  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 FL1348  DYNAMIC HT  -        1120.013 (meters)    3674.58  (feet)  COMP
 FL1348  MODELED GRAV-     979,432.3   (mgal)                       NAVD 88
 FL1348
 FL1348  VERT ORDER  -  SECOND    CLASS 0
 FL1348
 FL1348.The horizontal coordinates were scaled from a topographic map and have
 FL1348.an estimated accuracy of +/- 6 seconds.
 FL1348
 FL1348.The orthometric height was determined by differential leveling
 FL1348.and adjusted by the National Geodetic Survey in June 1991..
 FL1348
 FL1348.The geoid height was determined by GEOID03.
 FL1348
 FL1348.The dynamic height is computed by dividing the NAVD 88
 FL1348.geopotential number by the normal gravity value computed on the
 FL1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1348.degrees latitude (g = 980.6199 gals.).
 FL1348
 FL1348.The modeled gravity was interpolated from observed gravity values.
 FL1348
 FL1348;                    North         East    Units  Estimated Accuracy
 FL1348;SPC TX N     - 1,204,640.      155,610.      MT  (+/- 180 meters Scaled)
 FL1348
 FL1348                          SUPERSEDED SURVEY CONTROL
 FL1348
 FL1348  NGVD 29 (??/??/92) 1120.768  (m)         3677.05   (f) ADJ UNCH    2 0
 FL1348
 FL1348.Superseded values are not recommended for survey control.
 FL1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1348.See file dsdata.txt to determine how the superseded data were derived.
 FL1348
 FL1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE298707(NAD 83)
 FL1348_MARKER: B = BOLT
 FL1348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1348_SP_SET: MONUMENT
 FL1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1348
 FL1348  HISTORY     - Date     Condition        Report By
 FL1348  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1348  HISTORY     - 1934     GOOD             NGS
 FL1348
 FL1348                          STATION DESCRIPTION
 FL1348
 FL1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1348'1.0 MI S FROM DUMAS.
 FL1348'1.0 MILE S OF AND ALONG THE S.F.R.R. OPPOSITE MILE POST 51, 48 FT. E
 FL1348'OF CENTER OF TRACK.  2 FT. W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1461 ***********************************************************************
 BL1461  DESIGNATION -  51
 BL1461  PID         -  BL1461
 BL1461  STATE/COUNTY-  TX/MONTGOMERY
 BL1461  USGS QUAD   -  DACUS (1997)
 BL1461
 BL1461                         *CURRENT SURVEY CONTROL
 BL1461  ___________________________________________________________________
 BL1461* NAD 83(1986)-  30 22 38.     (N)    095 45 43.     (W)     SCALED    
 BL1461* NAVD 88     -        71.74   (+/-2cm)     235.4    (feet)  VERTCON   
 BL1461  ___________________________________________________________________
 BL1461  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL1461
 BL1461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1461
 BL1461.The horizontal coordinates were scaled from a topographic map and have
 BL1461.an estimated accuracy of +/- 6 seconds.
 BL1461
 BL1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1461.The vertical order pertains to the NGVD 29 superseded value.
 BL1461
 BL1461.The geoid height was determined by GEOID03.
 BL1461
 BL1461;                    North         East    Units  Estimated Accuracy
 BL1461;SPC TX C     - 3,087,800.    1,139,250.      MT  (+/- 180 meters Scaled)
 BL1461
 BL1461                          SUPERSEDED SURVEY CONTROL
 BL1461
 BL1461  NGVD 29 (??/??/92)   71.737  (m)          235.36   (f) ADJ UNCH    2 0
 BL1461
 BL1461.Superseded values are not recommended for survey control.
 BL1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1461.See file dsdata.txt to determine how the superseded data were derived.
 BL1461
 BL1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP345638(NAD 83)
 BL1461_MARKER: Z = SEE DESCRIPTION
 BL1461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1461_SP_SET: RAIL
 BL1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1461
 BL1461  HISTORY     - Date     Condition        Report By
 BL1461  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL1461  HISTORY     - 1954     MARK NOT FOUND   NGS
 BL1461  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL1461
 BL1461                          STATION DESCRIPTION
 BL1461
 BL1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1461'1.1 MI NE FROM DOBBIN.
 BL1461'1.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL1461'STATION AT DOBBIN, NEAR MILEPOST 51, AND NEAR THE RIGHT-OF-WAY FENCE.
 BL1461
 BL1461                          STATION RECOVERY (1989)
 BL1461
 BL1461'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 BL1461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1310 ***********************************************************************
 DM1310  DESIGNATION -  51 ADP
 DM1310  PID         -  DM1310
 DM1310  STATE/COUNTY-  TX/RED RIVER
 DM1310  USGS QUAD   -  ACWORTH (1950)
 DM1310
 DM1310                         *CURRENT SURVEY CONTROL
 DM1310  ___________________________________________________________________
 DM1310* NAD 83(1993)-  33 47 04.64395(N)    094 57 10.49609(W)     ADJUSTED  
 DM1310* NAVD 88     -       122.82   (+/-2cm)     403.0    (feet)  VERTCON   
 DM1310  ___________________________________________________________________
 DM1310  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DM1310  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DM1310
 DM1310  HORZ ORDER  -  SECOND
 DM1310  VERT ORDER  -  THIRD ? (See Below)
 DM1310
 DM1310.The horizontal coordinates were established by classical geodetic methods
 DM1310.and adjusted by the National Geodetic Survey in February 1996..
 DM1310
 DM1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1310.The vertical order pertains to the NGVD 29 superseded value.
 DM1310
 DM1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1310
 DM1310.The geoid height was determined by GEOID03.
 DM1310
 DM1310;                    North         East     Units Scale Factor Converg.
 DM1310;SPC TXNC     - 2,240,413.140   928,443.929   MT  0.99995430   +1 56 04.4
 DM1310;SPC TXNC     - 7,350,422.11  3,046,069.79   sFT  0.99995430   +1 56 04.4
 DM1310;UTM  15      - 3,739,989.804   319,185.127   MT  1.00000306   -1 05 10.5
 DM1310
 DM1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1310!SPC TXNC     -   0.99998501  x   0.99995430  =   0.99993931
 DM1310!UTM  15      -   0.99998501  x   1.00000306  =   0.99998807
 DM1310
 DM1310                          SUPERSEDED SURVEY CONTROL
 DM1310
 DM1310  NAD 83(1993)-  33 47 04.64412(N)    094 57 10.49615(W) AD(       ) 2
 DM1310  NAD 83(1986)-  33 47 04.65128(N)    094 57 10.48330(W) AD(       ) 2
 DM1310  NAD 27      -  33 47 04.26100(N)    094 57 09.68700(W) AD(       ) 2
 DM1310  NGVD 29 (07/19/86)  122.81   (m)          402.9    (f) LEVELING    3  
 DM1310
 DM1310.Superseded values are not recommended for survey control.
 DM1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1310.See file dsdata.txt to determine how the superseded data were derived.
 DM1310
 DM1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1918539990(NAD 83)
 DM1310_MARKER: DB = BENCH MARK DISK
 DM1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1310_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1310+STABILITY: SURFACE MOTION
 DM1310
 DM1310  HISTORY     - Date     Condition        Report By
 DM1310  HISTORY     - 1951     MONUMENTED       CGS
 DM1310
 DM1310                          STATION DESCRIPTION
 DM1310
 DM1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1310'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH OF A SMALL SETTLEMENT
 DM1310'KNOWN AS ACWORTH.  IT IS 48 FEET SOUTH OF A 10 INCH OAK
 DM1310'TREE, 27 FEET NORTH OF A DRIVEWAY, 26 FEET EAST OF THE CENTER
 DM1310'OF A NORTH-SOUTH DIRT ROAD AND 3 FEET EAST OF A FENCE.  A
 DM1310'STANDARD USGS BENCH MARK DISK, STAMPED 51 ADP 1949, IS SET
 DM1310'IN TOP OF A 7 BY 7 INCH CONCRETE POST WHICH PROJECTS 5 INCHES.
 DM1310'
 DM1310'TO REACH THE STATION FROM CLARKSVILLE, FROM THE JUNCTION
 DM1310'OF U.S. HIGHWAY 82 AND STATE HIGHWAY 37, GO NORTH ON STATE
 DM1310'HIGHWAY 37 FOR 12.9 MILES TO A DIRT SIDE ROAD RIGHT.  TURN
 DM1310'RIGHT AND GO EAST ON THE DIRT ROAD FOR 4.2 MILES TO A CROSSROAD,
 DM1310'CONTINUE ON EAST FOR 1.2 MILES TO WHERE THE ROAD TURNS RIGHT,
 DM1310'TURN RIGHT AND GO SOUTH FOR 1.2 MILES TO WHERE THE ROAD
 DM1310'TURNS LEFT, TURN LEFT AND GO EAST AGAIN FOR 0.5 MILE TO
 DM1310'WHERE ROAD TURNS RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.3
 DM1310'MILE TO THE STATION ON THE LEFT JUST AFTER PASSING
 DM1310'CROSSROADS.
 DM1310'
 DM1310'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1310'ACWORTH TO 51 ADP.  THE DISTANCE IS 46.005 METERS (150.93
 DM1310'FEET) SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2229 ***********************************************************************
 BY2229  DESIGNATION -  51 G
 BY2229  PID         -  BY2229
 BY2229  STATE/COUNTY-  TX/ANDERSON
 BY2229  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2229
 BY2229                         *CURRENT SURVEY CONTROL
 BY2229  ___________________________________________________________________
 BY2229* NAD 83(1986)-  31 48 21.     (N)    095 44 45.     (W)     SCALED    
 BY2229* NAVD 88     -       106.195  (meters)     348.41   (feet)  ADJUSTED  
 BY2229  ___________________________________________________________________
 BY2229  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BY2229  DYNAMIC HT  -         106.066 (meters)     347.98  (feet)  COMP
 BY2229  MODELED GRAV-     979,429.4   (mgal)                       NAVD 88
 BY2229
 BY2229  VERT ORDER  -  SECOND    CLASS 0
 BY2229
 BY2229.The horizontal coordinates were scaled from a topographic map and have
 BY2229.an estimated accuracy of +/- 6 seconds.
 BY2229
 BY2229.The orthometric height was determined by differential leveling
 BY2229.and adjusted by the National Geodetic Survey in June 1991..
 BY2229
 BY2229.The geoid height was determined by GEOID03.
 BY2229
 BY2229.The dynamic height is computed by dividing the NAVD 88
 BY2229.geopotential number by the normal gravity value computed on the
 BY2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2229.degrees latitude (g = 980.6199 gals.).
 BY2229
 BY2229.The modeled gravity was interpolated from observed gravity values.
 BY2229
 BY2229;                    North         East    Units  Estimated Accuracy
 BY2229;SPC TX C     - 3,246,100.    1,134,270.      MT  (+/- 180 meters Scaled)
 BY2229
 BY2229                          SUPERSEDED SURVEY CONTROL
 BY2229
 BY2229  NGVD 29 (??/??/92)  106.174  (m)          348.34   (f) ADJ UNCH    2 0
 BY2229
 BY2229.Superseded values are not recommended for survey control.
 BY2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2229.See file dsdata.txt to determine how the superseded data were derived.
 BY2229
 BY2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR400221(NAD 83)
 BY2229_MARKER: DB = BENCH MARK DISK
 BY2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2229_STAMPING: 51 G 1946 348
 BY2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2229+STABILITY: SURFACE MOTION
 BY2229
 BY2229  HISTORY     - Date     Condition        Report By
 BY2229  HISTORY     - 1946     MONUMENTED       USGS
 BY2229  HISTORY     - 1947     GOOD             NGS
 BY2229  HISTORY     - 1956     GOOD             NGS
 BY2229
 BY2229                          STATION DESCRIPTION
 BY2229
 BY2229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2229'5.9 MI SE FROM TENNESSEE COLONY.
 BY2229'5.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2229'TENNESSEE COLONY, 43 FEET SOUTH OF THE JUNCTION OF THE CENTER LINES OF
 BY2229'THE HIGHWAY AND A SIDE ROAD, 4 FEET NORTH OF A WIRE FENCE, 2 FEET EAST
 BY2229'OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 BY2229'POST.
 BY2229
 BY2229                          STATION RECOVERY (1956)
 BY2229
 BY2229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 BY2229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3540 ***********************************************************************
 AW3540  DESIGNATION -  510+00 405 R
 AW3540  PID         -  AW3540
 AW3540  STATE/COUNTY-  TX/HARRIS
 AW3540  USGS QUAD   -  HIGHLANDS (1995)
 AW3540
 AW3540                         *CURRENT SURVEY CONTROL
 AW3540  ___________________________________________________________________
 AW3540* NAD 83(1986)-  29 45 32.     (N)    095 05 22.     (W)     SCALED    
 AW3540* NAVD 88     -         0.27   (+/-2cm)       0.9    (feet)  VERTCON   
 AW3540  ___________________________________________________________________
 AW3540  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3540
 AW3540  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3540
 AW3540.The horizontal coordinates were scaled from a topographic map and have
 AW3540.an estimated accuracy of +/- 6 seconds.
 AW3540
 AW3540.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3540.The vertical order pertains to the NGVD 29 superseded value.
 AW3540
 AW3540.The geoid height was determined by GEOID03.
 AW3540
 AW3540;                    North         East    Units  Estimated Accuracy
 AW3540;SPC TXSC     - 4,219,730.      978,110.      MT  (+/- 180 meters Scaled)
 AW3540
 AW3540                          SUPERSEDED SURVEY CONTROL
 AW3540
 AW3540  NGVD 29 (??/??/92)    0.268  (m)            0.88   (f) ADJ UNCH    1 2
 AW3540
 AW3540.Superseded values are not recommended for survey control.
 AW3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3540.See file dsdata.txt to determine how the superseded data were derived.
 AW3540
 AW3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN979938(NAD 83)
 AW3540_MARKER: DD = SURVEY DISK
 AW3540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3540_STAMPING: 510+00 405 R
 AW3540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3540+STABILITY: SURFACE MOTION
 AW3540
 AW3540  HISTORY     - Date     Condition        Report By
 AW3540  HISTORY     - UNK      MONUMENTED       USE
 AW3540  HISTORY     - 1964     GOOD             NGS
 AW3540
 AW3540                          STATION DESCRIPTION
 AW3540
 AW3540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3540'1.0 MI SW FROM LYNCHBURG.
 AW3540'ABOUT 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW3540'LANDING AT LYNCHBURG, THENCE 0.3 MILE NORTHWEST ALONG A PAVED ROAD
 AW3540'LEADING TO THE SAN JACINTO INN, THENCE 0.1 MILE NORTHEAST ALONG THE
 AW3540'SHORE OF THE HOUSTON SHIP CHANNEL, 86 YARDS NORTHEAST OF METAL LIGHT
 AW3540'TOWER NUMBER 131, 3 1/2 FEET SOUTHEAST OF THE HIGH WATER LINE OF THE
 AW3540'SHIP CHANNEL, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW3540'GROUND.  NOTE-- IT IS BELIEVED THAT THIS MARK WILL BE DESTROYED IN THE
 AW3540'NEAR FUTURE BY EROSION OF THE SHIP CHANNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0346 ***********************************************************************
 DP0346  DESIGNATION -  5113+30
 DP0346  PID         -  DP0346
 DP0346  STATE/COUNTY-  TX/HALE
 DP0346  USGS QUAD   -  PETERSBURG (1965)
 DP0346
 DP0346                         *CURRENT SURVEY CONTROL
 DP0346  ___________________________________________________________________
 DP0346* NAD 83(1986)-  33 51 37.     (N)    101 36 24.     (W)     SCALED    
 DP0346* NAVD 88     -       992.878  (meters)    3257.47   (feet)  POSTED    
 DP0346  ___________________________________________________________________
 DP0346  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 DP0346  DYNAMIC HT  -         991.600 (meters)    3253.27  (feet)  COMP
 DP0346  MODELED GRAV-     979,320.8   (mgal)                       NAVD 88
 DP0346
 DP0346  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0346
 DP0346.The horizontal coordinates were scaled from a topographic map and have
 DP0346.an estimated accuracy of +/- 6 seconds.
 DP0346
 DP0346.The orthometric height was determined by differential leveling
 DP0346.and adjusted by the National Geodetic Survey in 1992..
 DP0346.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0346.rate of 1.1 thru 2.0 mm/km.
 DP0346
 DP0346.The geoid height was determined by GEOID03.
 DP0346
 DP0346.The dynamic height is computed by dividing the NAVD 88
 DP0346.geopotential number by the normal gravity value computed on the
 DP0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0346.degrees latitude (g = 980.6199 gals.).
 DP0346
 DP0346.The modeled gravity was interpolated from observed gravity values.
 DP0346
 DP0346;                    North         East    Units  Estimated Accuracy
 DP0346;SPC TXNC     - 2,247,510.      312,570.      MT  (+/- 180 meters Scaled)
 DP0346
 DP0346                          SUPERSEDED SURVEY CONTROL
 DP0346
 DP0346  NGVD 29 (??/??/92)  992.501  (m)         3256.23   (f) ADJ UNCH    1 2
 DP0346
 DP0346.Superseded values are not recommended for survey control.
 DP0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0346.See file dsdata.txt to determine how the superseded data were derived.
 DP0346
 DP0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC588497(NAD 83)
 DP0346_MARKER: Z = SEE DESCRIPTION
 DP0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0346_SP_SET: CONCRETE FILLED PIPE
 DP0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0346
 DP0346  HISTORY     - Date     Condition        Report By
 DP0346  HISTORY     - UNK      MONUMENTED       BNRR
 DP0346  HISTORY     - 1933     GOOD             NGS
 DP0346
 DP0346                          STATION DESCRIPTION
 DP0346
 DP0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DP0346'1.1 MI SW FROM PETERSBURG.
 DP0346'1.1 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0346'THE STATION AT PETERSBURG, HALE COUNTY, AT STATION 5113+30 (MILEAGE
 DP0346'333.84), ABOUT 50 FEET EAST OF A PUBLIC-ROAD CROSSING, ABOUT 50 FEET
 DP0346'EAST OF THE TRACK, AND 4 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE. THE
 DP0346'TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1317 ***********************************************************************
 AX1317  DESIGNATION -  512 SA
 AX1317  PID         -  AX1317
 AX1317  STATE/COUNTY-  TX/BASTROP
 AX1317  USGS QUAD   -  ROSANKY (1981)
 AX1317
 AX1317                         *CURRENT SURVEY CONTROL
 AX1317  ___________________________________________________________________
 AX1317* NAD 83(1986)-  29 55 42.     (N)    097 17 40.     (W)     SCALED    
 AX1317* NAVD 88     -       153.86   (+/-2cm)     504.8    (feet)  VERTCON   
 AX1317  ___________________________________________________________________
 AX1317  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AX1317
 AX1317  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1317
 AX1317.The horizontal coordinates were scaled from a topographic map and have
 AX1317.an estimated accuracy of +/- 6 seconds.
 AX1317
 AX1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1317.The vertical order pertains to the NGVD 29 superseded value.
 AX1317
 AX1317.The geoid height was determined by GEOID03.
 AX1317
 AX1317;                    North         East    Units  Estimated Accuracy
 AX1317;SPC TX C     - 3,033,020.      993,400.      MT  (+/- 180 meters Scaled)
 AX1317
 AX1317                          SUPERSEDED SURVEY CONTROL
 AX1317
 AX1317  NGVD 29 (??/??/92)  153.799  (m)          504.59   (f) ADJ UNCH    1 2
 AX1317
 AX1317.Superseded values are not recommended for survey control.
 AX1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1317.See file dsdata.txt to determine how the superseded data were derived.
 AX1317
 AX1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU646120(NAD 83)
 AX1317_MARKER: P = PIPE CAP
 AX1317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX1317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX1317_STAMPING: 504.5 512 SA 256
 AX1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1317
 AX1317  HISTORY     - Date     Condition        Report By
 AX1317  HISTORY     - UNK      MONUMENTED       USGS
 AX1317  HISTORY     - 1943     POOR             NGS
 AX1317
 AX1317                          STATION DESCRIPTION
 AX1317
 AX1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1317'IN ROSANKY.
 AX1317'AT ROSANKY, BASTROP COUNTY, ABOUT 400 FEET WEST ALONG THE
 AX1317'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION, ABOUT 100 FEET WEST
 AX1317'OF THE SECOND POLE WEST OF THE STATION, AT A TRACK-ROAD CROSSING, IN
 AX1317'THE CENTER OF THE ROAD, 50 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 AX1317'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 AX1317'SURVEY STANDARD CAP, STAMPED 504.5 512 SA 256 AND RIVETED ON THE TOP
 AX1317'OF A 3-1/2 INCH IRON PIPE ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0844 ***********************************************************************
 CR0844  DESIGNATION -  513
 CR0844  PID         -  CR0844
 CR0844  STATE/COUNTY-  TX/RAINS
 CR0844  USGS QUAD   -  EMORY NORTH (1980)
 CR0844
 CR0844                         *CURRENT SURVEY CONTROL
 CR0844  ___________________________________________________________________
 CR0844* NAD 83(1986)-  32 54 14.     (N)    095 49 46.     (W)     SCALED    
 CR0844* NAVD 88     -       156.431  (meters)     513.22   (feet)  ADJUSTED  
 CR0844  ___________________________________________________________________
 CR0844  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CR0844  DYNAMIC HT  -         156.257 (meters)     512.65  (feet)  COMP
 CR0844  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 CR0844
 CR0844  VERT ORDER  -  FIRST     CLASS II
 CR0844
 CR0844.The horizontal coordinates were scaled from a topographic map and have
 CR0844.an estimated accuracy of +/- 6 seconds.
 CR0844
 CR0844.The orthometric height was determined by differential leveling
 CR0844.and adjusted by the National Geodetic Survey in June 1991..
 CR0844.WARNING-Repeat measurements at this control monument indicate possible
 CR0844.vertical movement.
 CR0844
 CR0844.The geoid height was determined by GEOID03.
 CR0844
 CR0844.The dynamic height is computed by dividing the NAVD 88
 CR0844.geopotential number by the normal gravity value computed on the
 CR0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0844.degrees latitude (g = 980.6199 gals.).
 CR0844
 CR0844.The modeled gravity was interpolated from observed gravity values.
 CR0844
 CR0844;                    North         East    Units  Estimated Accuracy
 CR0844;SPC TXNC     - 2,140,370.      849,780.      MT  (+/- 180 meters Scaled)
 CR0844
 CR0844                          SUPERSEDED SURVEY CONTROL
 CR0844
 CR0844  NGVD 29 (??/??/92)  156.440  (m)          513.25   (f) ADJ UNCH    1 2
 CR0844
 CR0844.Superseded values are not recommended for survey control.
 CR0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0844.See file dsdata.txt to determine how the superseded data were derived.
 CR0844
 CR0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS353441(NAD 83)
 CR0844_MARKER: P = PIPE CAP
 CR0844_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0844_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0844_STAMPING: 513.352
 CR0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0844
 CR0844  HISTORY     - Date     Condition        Report By
 CR0844  HISTORY     - UNK      MONUMENTED       USGS
 CR0844  HISTORY     - 1959     GOOD             NGS
 CR0844  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 CR0844
 CR0844                          STATION DESCRIPTION
 CR0844
 CR0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0844'3.1 MI SE FROM POINT.
 CR0844'ABOUT 3.1 MILE SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0844'FARM ROAD 47 AT POINT, OR ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY
 CR0844'19 FROM THE COUNTY COURTHOUSE AT EMORY, THENCE ABOUT 4.45 MILES
 CR0844'NORTHWEST ALONG THE NEW U. S. HIGHWAY 69, 131 FEET SOUTH OF THE CENTER
 CR0844'LINE OF THE OLD U. S. HIGHWAY 69, 84 FEET EAST OF THE SOUTHEAST CORNER
 CR0844'OF AN OLD FRAME HOUSE, 47 1/2 FEET SOUTH OF THE CENTER LINE OF AN OLD
 CR0844'RAILROAD GRADE, 20 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, AND ON THE
 CR0844'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 16 INCHES.
 CR0844
 CR0844                          STATION RECOVERY (1995)
 CR0844
 CR0844'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0495 ***********************************************************************
 AB0495  DESIGNATION -  514
 AB0495  PID         -  AB0495
 AB0495  STATE/COUNTY-  TX/WILLACY
 AB0495  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0495
 AB0495                         *CURRENT SURVEY CONTROL
 AB0495  ___________________________________________________________________
 AB0495* NAD 83(1986)-  26 28 52.     (N)    097 40 38.     (W)     SCALED    
 AB0495* NAVD 88     -         7.150  (meters)      23.46   (feet)  ADJUSTED  
 AB0495  ___________________________________________________________________
 AB0495  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AB0495  DYNAMIC HT  -           7.139 (meters)      23.42  (feet)  COMP
 AB0495  MODELED GRAV-     979,053.9   (mgal)                       NAVD 88
 AB0495
 AB0495  VERT ORDER  -  SECOND    CLASS 0
 AB0495
 AB0495.The horizontal coordinates were scaled from a topographic map and have
 AB0495.an estimated accuracy of +/- 6 seconds.
 AB0495
 AB0495.The orthometric height was determined by differential leveling
 AB0495.and adjusted by the National Geodetic Survey in June 1991..
 AB0495
 AB0495.The geoid height was determined by GEOID03.
 AB0495
 AB0495.The dynamic height is computed by dividing the NAVD 88
 AB0495.geopotential number by the normal gravity value computed on the
 AB0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0495.degrees latitude (g = 980.6199 gals.).
 AB0495
 AB0495.The modeled gravity was interpolated from observed gravity values.
 AB0495
 AB0495;                    North         East    Units  Estimated Accuracy
 AB0495;SPC TX S     - 5,090,500.      382,030.      MT  (+/- 180 meters Scaled)
 AB0495
 AB0495                          SUPERSEDED SURVEY CONTROL
 AB0495
 AB0495  NGVD 29 (??/??/92)    7.212  (m)           23.66   (f) ADJ UNCH    2 0
 AB0495
 AB0495.Superseded values are not recommended for survey control.
 AB0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0495.See file dsdata.txt to determine how the superseded data were derived.
 AB0495
 AB0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ318296(NAD 83)
 AB0495_MARKER: DB = BENCH MARK DISK
 AB0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0495_STAMPING: 514
 AB0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0495+STABILITY: SURFACE MOTION
 AB0495
 AB0495  HISTORY     - Date     Condition        Report By
 AB0495  HISTORY     - UNK      MONUMENTED       CGS
 AB0495  HISTORY     - 1942     GOOD             NGS
 AB0495  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0495  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0495  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AB0495
 AB0495                          STATION DESCRIPTION
 AB0495
 AB0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0495'6.5 MI E FROM RAYMONDVILLE.
 AB0495'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0495'PROCEED EASTERLY ON STATE HIGHWAY NO. 186 AND GO 6.5 MILES TO SITE OF
 AB0495'BENCH MARK.  BENCH MARK IS AT AN OFFSET IN THE RIGHT-OF-WAY FENCE,
 AB0495'ABOUT 0.2 MILE EAST OF A SHARP TURN IN THE HIGHWAY, 36.0 FEET NORTH OF
 AB0495'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 3.0
 AB0495'FEET EAST OF A NORTH-SOUTH FENCE, 3.0 FEET SOUTH OF THE RIGHT-OF-WAY
 AB0495'FENCE AND 2.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST. MONUMENT
 AB0495'PROJECTS 0.5 FOOT.  STAMPED 514.
 AB0495
 AB0495                          STATION RECOVERY (1954)
 AB0495
 AB0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB0495'MARK NOT FOUND.
 AB0495
 AB0495                          STATION RECOVERY (1988)
 AB0495
 AB0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0495'MARK NOT FOUND.
 AB0495
 AB0495                          STATION RECOVERY (1989)
 AB0495
 AB0495'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEC)
 AB0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2105 ***********************************************************************
 AW2105  DESIGNATION -  5150 1316
 AW2105  PID         -  AW2105
 AW2105  STATE/COUNTY-  TX/HARRIS
 AW2105  USGS QUAD   -  ALMEDA (1995)
 AW2105
 AW2105                         *CURRENT SURVEY CONTROL
 AW2105  ___________________________________________________________________
 AW2105* NAD 83(1986)-  29 36 22.     (N)    095 27 53.     (W)     SCALED    
 AW2105* NAVD 88     -        17.58   (+/-2cm)      57.7    (feet)  VERTCON   
 AW2105  ___________________________________________________________________
 AW2105  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW2105
 AW2105  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2105
 AW2105.The horizontal coordinates were scaled from a topographic map and have
 AW2105.an estimated accuracy of +/- 6 seconds.
 AW2105
 AW2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2105.The vertical order pertains to the NGVD 29 superseded value.
 AW2105
 AW2105.The geoid height was determined by GEOID03.
 AW2105
 AW2105;                    North         East    Units  Estimated Accuracy
 AW2105;SPC TXSC     - 4,201,650.      942,350.      MT  (+/- 180 meters Scaled)
 AW2105
 AW2105                          SUPERSEDED SURVEY CONTROL
 AW2105
 AW2105  NGVD 29 (04/06/79)   17.578  (m)           57.67   (f) ADJUSTED    1 2
 AW2105
 AW2105.Superseded values are not recommended for survey control.
 AW2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2105.See file dsdata.txt to determine how the superseded data were derived.
 AW2105
 AW2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN613776(NAD 83)
 AW2105_MARKER: DD = SURVEY DISK
 AW2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2105_STAMPING: 5150 1316
 AW2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2105+STABILITY: SURFACE MOTION
 AW2105
 AW2105  HISTORY     - Date     Condition        Report By
 AW2105  HISTORY     - UNK      MONUMENTED       TX3280
 AW2105  HISTORY     - 1973     GOOD             NGS
 AW2105  HISTORY     - 1978     GOOD             NGS
 AW2105  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2105  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2105
 AW2105                          STATION DESCRIPTION
 AW2105
 AW2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2105'2.55 MI W FROM ALMEDA.
 AW2105'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2105'288 AT ALMEDA, AT THE NORTHWEST CORNER OF THE JUNCTION OF SOUTH POST
 AW2105'OAK ROAD, 27 FEET NORTH OF THE CENTER LINE OF ANDERSON ROAD, 16 FEET
 AW2105'WEST OF THE CENTER LINE OF S. POST OAK ROAD, 20.1 FEET EAST OF A NAIL
 AW2105'AND WASHER IN A POWER POLE, 60.4 FEET NORTH-NORTHEAST AND ACROSS THE
 AW2105'ROAD FROM A NAIL AND WASHER IN A POWER POLE, 15 1/2 FEET EAST OF A
 AW2105'STREET SIGN POST, 9.5 FEET NORTHEAST OF THE CENTER OF THE NORTH END OF
 AW2105'THE EAST ONE OF TWO 24-INCH PIPE CULVERTS, 3.3 FEET WEST OF THE WEST
 AW2105'EDGE OF THE ASPHALT SURFACE OF THE ROAD, 19.0 FEET NORTHEAST OF THE
 AW2105'CENTER OF A SEWER MANHOLE COVER, ABOUT LEVEL WITH THE ROAD, AND SET IN
 AW2105'THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 AW2105
 AW2105                          STATION RECOVERY (1978)
 AW2105
 AW2105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2105'RECOVERED IN GOOD CONDITION.
 AW2105
 AW2105                          STATION RECOVERY (1986)
 AW2105
 AW2105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2105'NOT RECOVERED.
 AW2105
 AW2105                          STATION RECOVERY (2004)
 AW2105
 AW2105'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2223 ***********************************************************************
 AW2223  DESIGNATION -  5150 1516 C OF H
 AW2223  PID         -  AW2223
 AW2223  STATE/COUNTY-  TX/HARRIS
 AW2223  USGS QUAD   -  ALMEDA (1995)
 AW2223
 AW2223                         *CURRENT SURVEY CONTROL
 AW2223  ___________________________________________________________________
 AW2223* NAD 83(1986)-  29 36 22.     (N)    095 27 35.     (W)     SCALED    
 AW2223* NAVD 88     -        17.82   (+/-2cm)      58.5    (feet)  VERTCON   
 AW2223  ___________________________________________________________________
 AW2223  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW2223
 AW2223  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2223
 AW2223.The horizontal coordinates were scaled from a topographic map and have
 AW2223.an estimated accuracy of +/- 6 seconds.
 AW2223
 AW2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2223.The vertical order pertains to the NGVD 29 superseded value.
 AW2223
 AW2223.The geoid height was determined by GEOID03.
 AW2223
 AW2223;                    North         East    Units  Estimated Accuracy
 AW2223;SPC TXSC     - 4,201,660.      942,830.      MT  (+/- 180 meters Scaled)
 AW2223
 AW2223                          SUPERSEDED SURVEY CONTROL
 AW2223
 AW2223  NGVD 29 (??/??/92)   17.813  (m)           58.44   (f) ADJ UNCH    1 2
 AW2223
 AW2223.Superseded values are not recommended for survey control.
 AW2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2223.See file dsdata.txt to determine how the superseded data were derived.
 AW2223
 AW2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN617776(NAD 83)
 AW2223_MARKER: DD = SURVEY DISK
 AW2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2223_STAMPING: 5150 1516
 AW2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2223+STABILITY: SURFACE MOTION
 AW2223
 AW2223  HISTORY     - Date     Condition        Report By
 AW2223  HISTORY     - UNK      MONUMENTED       TX3280
 AW2223  HISTORY     - 1973     GOOD             NGS
 AW2223  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2223  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2223  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2223
 AW2223                          STATION DESCRIPTION
 AW2223
 AW2223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2223'2.25 MI W FROM ALMEDA.
 AW2223'2.25 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2223'288 AT ALMEDA, AT THE JUNCTION OF VANDALIA WAY, 16 FEET NORTH OF THE
 AW2223'CENTER LINE OF THE ROAD, 29 FEET WEST OF THE EXTENDED CENTER LINE OF
 AW2223'THE WAY, 20.1 FEET SOUTHEAST OF A NAIL AND WASHER IN A POWER POLE USED
 AW2223'FOR A REFERENCE POINT FOR THE MARK, 10.5 FEET WEST OF THE CENTER OF A
 AW2223'SEWER MANHOLE COVER, 17 FEET SOUTH OF A FENCE CORNER, 6.2 FEET SOUTH
 AW2223'OF THE CENTER OF THE WEST END OF AN 18-INCH PIPE CULVERT, 75 1/2 FEET
 AW2223'WEST OF THE CENTER LINE OF THE WEST DRIVEWAY TO A HOUSE AT 5150
 AW2223'ANDERSON ROAD, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 AW2223'OF A CONCRETE POST 0.5 FOOT UNDERGROUND.
 AW2223
 AW2223                          STATION RECOVERY (1978)
 AW2223
 AW2223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2223'NOT RECOVERED.
 AW2223
 AW2223                          STATION RECOVERY (1997)
 AW2223
 AW2223'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2223'MARK NOT FOUND.
 AW2223
 AW2223                          STATION RECOVERY (2004)
 AW2223
 AW2223'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2106 ***********************************************************************
 AW2106  DESIGNATION -  5151 1302
 AW2106  PID         -  AW2106
 AW2106  STATE/COUNTY-  TX/HARRIS
 AW2106  USGS QUAD   -  ALMEDA (1995)
 AW2106
 AW2106                         *CURRENT SURVEY CONTROL
 AW2106  ___________________________________________________________________
 AW2106* NAD 83(1986)-  29 36 31.     (N)    095 27 52.     (W)     SCALED    
 AW2106* NAVD 88     -        17.62   (+/-2cm)      57.8    (feet)  VERTCON   
 AW2106  ___________________________________________________________________
 AW2106  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW2106
 AW2106  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2106
 AW2106.The horizontal coordinates were scaled from a topographic map and have
 AW2106.an estimated accuracy of +/- 6 seconds.
 AW2106
 AW2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2106.The vertical order pertains to the NGVD 29 superseded value.
 AW2106
 AW2106.The geoid height was determined by GEOID03.
 AW2106
 AW2106;                    North         East    Units  Estimated Accuracy
 AW2106;SPC TXSC     - 4,201,920.      942,370.      MT  (+/- 180 meters Scaled)
 AW2106
 AW2106                          SUPERSEDED SURVEY CONTROL
 AW2106
 AW2106  NGVD 29 (04/06/79)   17.614  (m)           57.79   (f) ADJUSTED    1 2
 AW2106
 AW2106.Superseded values are not recommended for survey control.
 AW2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2106.See file dsdata.txt to determine how the superseded data were derived.
 AW2106
 AW2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN613779(NAD 83)
 AW2106_MARKER: DD = SURVEY DISK
 AW2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2106_STAMPING: 5151 1302
 AW2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2106+STABILITY: SURFACE MOTION
 AW2106
 AW2106  HISTORY     - Date     Condition        Report By
 AW2106  HISTORY     - UNK      MONUMENTED       TX3280
 AW2106  HISTORY     - 1973     GOOD             NGS
 AW2106  HISTORY     - 1978     GOOD             NGS
 AW2106  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2106  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2106
 AW2106                          STATION DESCRIPTION
 AW2106
 AW2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2106'2.75 MI W FROM ALMEDA.
 AW2106'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2106'288 AT ALMEDA, THENCE 0.2 MILE NORTH ALONG SOUTH POST OAK ROAD, 0.3
 AW2106'MILE SOUTH OF THE JUNCTION OF LOMA LINDA STREET, 16 1/2 FEET EAST OF
 AW2106'THE CENTER LINE OF THE ROAD, 19 1/2 FEET NORTH OF THE CENTER LINE OF A
 AW2106'DRIVEWAY EAST TO HOUSES AT 15017 AND 15021 SOUTH POST OAK ROAD, 57.9
 AW2106'FEET EAST-SOUTHEAST AND ACROSS THE ROAD FROM A POWER POLE, 34.0 FEET
 AW2106'SOUTH-SOUTHWEST OF A NAIL AND WASHER IN A POWER POLE, 16.8 FEET
 AW2106'WEST-SOUTHWEST OF THE CENTER OF A GAS METER, 14 FEET NORTHWEST OF THE
 AW2106'CENTER OF AN 18-INCH PIPE CULVERT, ABOUT 1/2 FOOT LOWER THAN THE ROAD,
 AW2106'AND SET IN THE TOP OF A CONCRETE POST 0.5 FOOT UNDERGROUND.
 AW2106
 AW2106                          STATION RECOVERY (1978)
 AW2106
 AW2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2106'RECOVERED IN GOOD CONDITION.
 AW2106
 AW2106                          STATION RECOVERY (1986)
 AW2106
 AW2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2106'NOT RECOVERED.
 AW2106
 AW2106                          STATION RECOVERY (2004)
 AW2106
 AW2106'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2224 ***********************************************************************
 AW2224  DESIGNATION -  5151 1304 C OF H
 AW2224  PID         -  AW2224
 AW2224  STATE/COUNTY-  TX/HARRIS
 AW2224  USGS QUAD   -  ALMEDA (1995)
 AW2224
 AW2224                         *CURRENT SURVEY CONTROL
 AW2224  ___________________________________________________________________
 AW2224* NAD 83(1986)-  29 36 41.     (N)    095 27 53.     (W)     SCALED    
 AW2224* NAVD 88     -        17.43   (+/-2cm)      57.2    (feet)  VERTCON   
 AW2224  ___________________________________________________________________
 AW2224  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW2224
 AW2224  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2224
 AW2224.The horizontal coordinates were scaled from a topographic map and have
 AW2224.an estimated accuracy of +/- 6 seconds.
 AW2224
 AW2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2224.The vertical order pertains to the NGVD 29 superseded value.
 AW2224
 AW2224.The geoid height was determined by GEOID03.
 AW2224
 AW2224;                    North         East    Units  Estimated Accuracy
 AW2224;SPC TXSC     - 4,202,230.      942,330.      MT  (+/- 180 meters Scaled)
 AW2224
 AW2224                          SUPERSEDED SURVEY CONTROL
 AW2224
 AW2224  NGVD 29 (??/??/92)   17.424  (m)           57.17   (f) ADJ UNCH    1 2
 AW2224
 AW2224.Superseded values are not recommended for survey control.
 AW2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2224.See file dsdata.txt to determine how the superseded data were derived.
 AW2224
 AW2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN613782(NAD 83)
 AW2224_MARKER: DD = SURVEY DISK
 AW2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2224_STAMPING: 5151 1304
 AW2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2224+STABILITY: SURFACE MOTION
 AW2224
 AW2224  HISTORY     - Date     Condition        Report By
 AW2224  HISTORY     - UNK      MONUMENTED       TX3280
 AW2224  HISTORY     - 1973     GOOD             NGS
 AW2224  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2224  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2224  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2224
 AW2224                          STATION DESCRIPTION
 AW2224
 AW2224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2224'2.95 MI W FROM ALMEDA.
 AW2224'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2224'288 AT ALMEDA, THENCE 0.4 MILE NORTH ALONG SOUTH POST OAK ROAD, 0.1
 AW2224'MILE SOUTH OF THE JUNCTION OF LOMA LINDA STREET, AT A CONCRETE BRIDGE
 AW2224'OVER WATER CANAL, 5.1 FEET SOUTH OF THE SOUTH CORNER OF THE SOUTHWEST
 AW2224'CONCRETE WING WALL OF THE BRIDGE, 19 1/2 FEET WEST OF THE CENTER LINE
 AW2224'OF THE ROAD, 38.0 FEET WEST-SOUTHWEST OF THE SOUTH CONCRETE WING WALL
 AW2224'OF THE BRIDGE, 49.15 FEET WEST-NORTHWEST OF A NAIL AND WASHER IN A
 AW2224'TELEPHONE POLE, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 AW2224'OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 AW2224
 AW2224                          STATION RECOVERY (1978)
 AW2224
 AW2224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2224'NOT RECOVERED.  NOTE=THERE IS A BIG HOLE WHERE MARK WAS.
 AW2224
 AW2224                          STATION RECOVERY (1997)
 AW2224
 AW2224'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2224'MARK NOT FOUND.
 AW2224
 AW2224                          STATION RECOVERY (2004)
 AW2224
 AW2224'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2202 ***********************************************************************
 AW2202  DESIGNATION -  5151 1306 C OF H
 AW2202  PID         -  AW2202
 AW2202  STATE/COUNTY-  TX/HARRIS
 AW2202  USGS QUAD   -  ALMEDA (1995)
 AW2202
 AW2202                         *CURRENT SURVEY CONTROL
 AW2202  ___________________________________________________________________
 AW2202* NAD 83(1986)-  29 36 54.     (N)    095 27 53.     (W)     SCALED    
 AW2202* NAVD 88     -        17.46   (+/-2cm)      57.3    (feet)  VERTCON   
 AW2202  ___________________________________________________________________
 AW2202  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW2202
 AW2202  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2202
 AW2202.The horizontal coordinates were scaled from a topographic map and have
 AW2202.an estimated accuracy of +/- 6 seconds.
 AW2202
 AW2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2202.The vertical order pertains to the NGVD 29 superseded value.
 AW2202
 AW2202.The geoid height was determined by GEOID03.
 AW2202
 AW2202;                    North         East    Units  Estimated Accuracy
 AW2202;SPC TXSC     - 4,202,630.      942,320.      MT  (+/- 180 meters Scaled)
 AW2202
 AW2202                          SUPERSEDED SURVEY CONTROL
 AW2202
 AW2202  NGVD 29 (??/??/92)   17.458  (m)           57.28   (f) ADJ UNCH    1 2
 AW2202
 AW2202.Superseded values are not recommended for survey control.
 AW2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2202.See file dsdata.txt to determine how the superseded data were derived.
 AW2202
 AW2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN613786(NAD 83)
 AW2202_MARKER: DD = SURVEY DISK
 AW2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2202_STAMPING: 5151 1306
 AW2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2202+STABILITY: SURFACE MOTION
 AW2202
 AW2202  HISTORY     - Date     Condition        Report By
 AW2202  HISTORY     - UNK      MONUMENTED       TX3280
 AW2202  HISTORY     - 1973     GOOD             NGS
 AW2202  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2202  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2202  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2202
 AW2202                          STATION DESCRIPTION
 AW2202
 AW2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2202'3.2 MI W FROM ALMEDA.
 AW2202'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2202'288 AT ALMEDA, THENCE 0.65 MILE NORTH ALONG SOUTH POST OAK ROAD, AT
 AW2202'THE SOUTHEAST CORNER OF THE JUNCTION OF WEST FUGUA STREET, 22 FEET
 AW2202'EAST OF THE CENTER LINE OF THE ROAD, 41 1/2 FEET SOUTHWEST OF THE
 AW2202'CENTER LINE OF THE STREET, 29 1/2 FEET SOUTH OF THE EXTENDED CENTER
 AW2202'LINE OF BROOKFIELD STREET WEST, 16.6 FEET NORTH OF THE CENTER OF THE
 AW2202'EAST END OF THE NORTH ONE OF TWO PIPE CULVERTS, 14 FEET
 AW2202'NORTH-NORTHWEST OF A TELEPHONE POLE, 54.0 FEET EAST AND ACROSS THE
 AW2202'ROAD FROM A NAIL AND WASHER IN A POWER POLE BEARING A STREET LIGHT, 11
 AW2202'1/2 FEET NORTH OF A STREET SIGN POST, ABOUT 1/2 FOOT LOWER THAN THE
 AW2202'ROAD, AND SET IN THE TOP OF A CONCRETE POST 0.4 FOOT UNDERGROUND.
 AW2202
 AW2202                          STATION RECOVERY (1978)
 AW2202
 AW2202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2202'NOT RECOVERED.  NOTE=THE ROAD IS BEING WIDENED.
 AW2202
 AW2202                          STATION RECOVERY (1997)
 AW2202
 AW2202'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2202'MARK NOT FOUND.
 AW2202
 AW2202                          STATION RECOVERY (2004)
 AW2202
 AW2202'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2108 ***********************************************************************
 AW2108  DESIGNATION -  5151 1309
 AW2108  PID         -  AW2108
 AW2108  STATE/COUNTY-  TX/HARRIS
 AW2108  USGS QUAD   -  ALMEDA (1995)
 AW2108
 AW2108                         *CURRENT SURVEY CONTROL
 AW2108  ___________________________________________________________________
 AW2108* NAD 83(1986)-  29 37 06.     (N)    095 27 55.     (W)     SCALED    
 AW2108* NAVD 88     -        17.02   (+/-2cm)      55.8    (feet)  VERTCON   
 AW2108  ___________________________________________________________________
 AW2108  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW2108
 AW2108  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2108
 AW2108.The horizontal coordinates were scaled from a topographic map and have
 AW2108.an estimated accuracy of +/- 6 seconds.
 AW2108
 AW2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2108.The vertical order pertains to the NGVD 29 superseded value.
 AW2108
 AW2108.The geoid height was determined by GEOID03.
 AW2108
 AW2108;                    North         East    Units  Estimated Accuracy
 AW2108;SPC TXSC     - 4,203,000.      942,260.      MT  (+/- 180 meters Scaled)
 AW2108
 AW2108                          SUPERSEDED SURVEY CONTROL
 AW2108
 AW2108  NGVD 29 (04/06/79)   17.017  (m)           55.83   (f) ADJUSTED    1 2
 AW2108
 AW2108.Superseded values are not recommended for survey control.
 AW2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2108.See file dsdata.txt to determine how the superseded data were derived.
 AW2108
 AW2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN612790(NAD 83)
 AW2108_MARKER: DD = SURVEY DISK
 AW2108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2108_SP_SET: WALK
 AW2108_STAMPING: 5151 1309
 AW2108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2108
 AW2108  HISTORY     - Date     Condition        Report By
 AW2108  HISTORY     - UNK      MONUMENTED       TX3280
 AW2108  HISTORY     - 1973     GOOD             NGS
 AW2108  HISTORY     - 1978     GOOD             NGS
 AW2108  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2108
 AW2108                          STATION DESCRIPTION
 AW2108
 AW2108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2108'3.45 MI W FROM ALMEDA.
 AW2108'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2108'288 AT ALMEDA, THENCE 0.9 MILE NORTH ALONG SOUTH POST OAK ROAD, AT THE
 AW2108'NORTHWEST CORNER OF THE JUNCTION OF TRAFALGAR DRIVE, IN THE TOP OF A
 AW2108'CONCRETE WALK, 45 FEET WEST OF THE CENTER LINE OF THE ROAD, 27 FEET
 AW2108'NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE DRIVE, 11 FEET
 AW2108'EAST-NORTHEAST OF A NAIL AND WASHER IN A T JUNCTION POWER POLE, 14
 AW2108'FEET EAST OF A STEEL LIGHT POLE, 4.0 FEET NORTHWEST OF THE NORTHWEST
 AW2108'CORNER OF AN IRON GRATE FOR DRAIN, 23 FEET SOUTH OF THE CENTER LINE OF
 AW2108'THE SOUTH CONCRETE DRIVE TO A SERVICE STATION, ABOUT LEVEL WITH THE
 AW2108'ROAD.
 AW2108
 AW2108                          STATION RECOVERY (1978)
 AW2108
 AW2108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2108'RECOVERED IN GOOD CONDITION.
 AW2108
 AW2108                          STATION RECOVERY (1986)
 AW2108
 AW2108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2108'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2109 ***********************************************************************
 AW2109  DESIGNATION -  5151 1311
 AW2109  PID         -  AW2109
 AW2109  STATE/COUNTY-  TX/HARRIS
 AW2109  USGS QUAD   -  ALMEDA (1995)
 AW2109
 AW2109                         *CURRENT SURVEY CONTROL
 AW2109  ___________________________________________________________________
 AW2109* NAD 83(1986)-  29 37 18.     (N)    095 27 55.     (W)     SCALED    
 AW2109* NAVD 88     -        16.99   (+/-2cm)      55.7    (feet)  VERTCON   
 AW2109  ___________________________________________________________________
 AW2109  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2109
 AW2109  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2109
 AW2109.The horizontal coordinates were scaled from a topographic map and have
 AW2109.an estimated accuracy of +/- 6 seconds.
 AW2109
 AW2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2109.The vertical order pertains to the NGVD 29 superseded value.
 AW2109
 AW2109.The geoid height was determined by GEOID03.
 AW2109
 AW2109;                    North         East    Units  Estimated Accuracy
 AW2109;SPC TXSC     - 4,203,370.      942,240.      MT  (+/- 180 meters Scaled)
 AW2109
 AW2109                          SUPERSEDED SURVEY CONTROL
 AW2109
 AW2109  NGVD 29 (04/06/79)   16.990  (m)           55.74   (f) ADJUSTED    1 2
 AW2109
 AW2109.Superseded values are not recommended for survey control.
 AW2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2109.See file dsdata.txt to determine how the superseded data were derived.
 AW2109
 AW2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN612794(NAD 83)
 AW2109_MARKER: DD = SURVEY DISK
 AW2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2109_STAMPING: 5151 1311
 AW2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2109+STABILITY: SURFACE MOTION
 AW2109
 AW2109  HISTORY     - Date     Condition        Report By
 AW2109  HISTORY     - UNK      MONUMENTED       TX3280
 AW2109  HISTORY     - 1973     GOOD             NGS
 AW2109  HISTORY     - 1978     GOOD             NGS
 AW2109  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2109  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2109
 AW2109                          STATION DESCRIPTION
 AW2109
 AW2109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2109'3.65 MI W FROM ALMEDA.
 AW2109'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2109'288 AT ALMEDA, THENCE 1.1 MILES NORTH ALONG SOUTH POST OAK ROAD, AT
 AW2109'THE NORTHWEST CORNER OF THE JUNCTION OF HEATHER BROOK DRIVE, 52.4 FEET
 AW2109'WEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF THE NORTH CURB
 AW2109'OF THE DRIVE, 5.8 FEET EAST OF THE EAST CORNER OF THE CONCRETE
 AW2109'FOUNDATION OF A TRAFFIC STANDARD, 22.7 FEET EAST OF A METAL STREET
 AW2109'LIGHT POLE NO. 13064, 2.3 FEET WEST OF THE EAST CURB OF AN ISLAND,
 AW2109'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 AW2109'WITH THE ASPHALT SURFACE OF THE ISLAND.
 AW2109
 AW2109                          STATION RECOVERY (1978)
 AW2109
 AW2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2109'RECOVERED IN GOOD CONDITION.
 AW2109
 AW2109                          STATION RECOVERY (1986)
 AW2109
 AW2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2109'NOT RECOVERED.
 AW2109
 AW2109                          STATION RECOVERY (2004)
 AW2109
 AW2109'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2110 ***********************************************************************
 AW2110  DESIGNATION -  5151 1313
 AW2110  PID         -  AW2110
 AW2110  STATE/COUNTY-  TX/HARRIS
 AW2110  USGS QUAD   -  ALMEDA (1995)
 AW2110
 AW2110                         *CURRENT SURVEY CONTROL
 AW2110  ___________________________________________________________________
 AW2110* NAD 83(1986)-  29 37 26.     (N)    095 27 54.     (W)     SCALED    
 AW2110* NAVD 88     -        17.66   (+/-2cm)      57.9    (feet)  VERTCON   
 AW2110  ___________________________________________________________________
 AW2110  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2110
 AW2110  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2110
 AW2110.The horizontal coordinates were scaled from a topographic map and have
 AW2110.an estimated accuracy of +/- 6 seconds.
 AW2110
 AW2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2110.The vertical order pertains to the NGVD 29 superseded value.
 AW2110
 AW2110.The geoid height was determined by GEOID03.
 AW2110
 AW2110;                    North         East    Units  Estimated Accuracy
 AW2110;SPC TXSC     - 4,203,620.      942,260.      MT  (+/- 180 meters Scaled)
 AW2110
 AW2110                          SUPERSEDED SURVEY CONTROL
 AW2110
 AW2110  NGVD 29 (04/06/79)   17.657  (m)           57.93   (f) ADJUSTED    1 2
 AW2110
 AW2110.Superseded values are not recommended for survey control.
 AW2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2110.See file dsdata.txt to determine how the superseded data were derived.
 AW2110
 AW2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN613796(NAD 83)
 AW2110_MARKER: DD = SURVEY DISK
 AW2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2110_STAMPING: 5151 1313
 AW2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2110+STABILITY: SURFACE MOTION
 AW2110
 AW2110  HISTORY     - Date     Condition        Report By
 AW2110  HISTORY     - UNK      MONUMENTED       TX3280
 AW2110  HISTORY     - 1973     GOOD             NGS
 AW2110  HISTORY     - 1978     GOOD             NGS
 AW2110  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2110  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2110
 AW2110                          STATION DESCRIPTION
 AW2110
 AW2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2110'3.8 MI W FROM ALMEDA.
 AW2110'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2110'288 AT ALMEDA, THENCE 1.25 MILES NORTH ALONG SOUTH POST OAK ROAD, AT
 AW2110'THE SOUTHEAST CORNER OF THE JUNCTION OF PRUDENCE DRIVE, 26 FEET EAST
 AW2110'OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTH OF THE CENTER LINE OF
 AW2110'THE DRIVE, 80 1/2 FEET SOUTH-SOUTHWEST OF AND ACROSS THE DRIVE FROM A
 AW2110'FLAGPOLE AT FIRE STATION 59, 4 1/2 FEET NORTHWEST OF A NAIL AND WASHER
 AW2110'IN JUNCTION POWER POLE 14001, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND
 AW2110'SET IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 AW2110
 AW2110                          STATION RECOVERY (1978)
 AW2110
 AW2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2110'ADD=4.5 FEET NORTHWEST OF POWER POLE 46719-14001.  DELETE=4.5 FEET
 AW2110'NORTHWEST OF A NAIL AND WASHER IN JUNCTION POWER POLE NUMBER 14001.
 AW2110
 AW2110                          STATION RECOVERY (1986)
 AW2110
 AW2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2110'NOT RECOVERED.
 AW2110
 AW2110                          STATION RECOVERY (2004)
 AW2110
 AW2110'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2225 ***********************************************************************
 AW2225  DESIGNATION -  5151 1315 C OF H
 AW2225  PID         -  AW2225
 AW2225  STATE/COUNTY-  TX/HARRIS
 AW2225  USGS QUAD   -  BELLAIRE (1995)
 AW2225
 AW2225                         *CURRENT SURVEY CONTROL
 AW2225  ___________________________________________________________________
 AW2225* NAD 83(1986)-  29 37 39.     (N)    095 27 54.     (W)     SCALED    
 AW2225* NAVD 88     -        18.84   (+/-2cm)      61.8    (feet)  VERTCON   
 AW2225  ___________________________________________________________________
 AW2225  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2225
 AW2225  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2225
 AW2225.The horizontal coordinates were scaled from a topographic map and have
 AW2225.an estimated accuracy of +/- 6 seconds.
 AW2225
 AW2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2225.The vertical order pertains to the NGVD 29 superseded value.
 AW2225
 AW2225.The geoid height was determined by GEOID03.
 AW2225
 AW2225;                    North         East    Units  Estimated Accuracy
 AW2225;SPC TXSC     - 4,204,020.      942,250.      MT  (+/- 180 meters Scaled)
 AW2225
 AW2225                          SUPERSEDED SURVEY CONTROL
 AW2225
 AW2225  NGVD 29 (??/??/92)   18.841  (m)           61.81   (f) ADJ UNCH    1 2
 AW2225
 AW2225.Superseded values are not recommended for survey control.
 AW2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2225.See file dsdata.txt to determine how the superseded data were derived.
 AW2225
 AW2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN613800(NAD 83)
 AW2225_MARKER: DD = SURVEY DISK
 AW2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2225_STAMPING: 5151 1315
 AW2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2225+STABILITY: SURFACE MOTION
 AW2225
 AW2225  HISTORY     - Date     Condition        Report By
 AW2225  HISTORY     - UNK      MONUMENTED       TX3280
 AW2225  HISTORY     - 1973     GOOD             NGS
 AW2225  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2225  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2225  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2225
 AW2225                          STATION DESCRIPTION
 AW2225
 AW2225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2225'4.0 MI NW FROM ALMEDA.
 AW2225'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2225'288 AT ALMEDA, THENCE 1.45 MILES NORTH ALONG SOUTH POST OAK ROAD, AT
 AW2225'THE NORTHEAST CORNER OF THE JUNCTION OF WEST OREM DRIVE, 24 FEET EAST
 AW2225'OF THE CENTER LINE OF THE ROAD, 45 1/2 FEET NORTH OF THE CENTER LINE
 AW2225'OF THE DRIVE, 31 FEET WEST OF THE CENTER OF A FIRE HYDRANT, 28.3 FEET
 AW2225'WEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A TEXACO SIGN,
 AW2225'8.0 FEET WEST-NORTHWEST OF THE WEST ANCHOR BOLT OF A METAL TELEPHONE
 AW2225'POLE, 38 FEET SOUTH OF THE CENTER LINE OF THE SOUTH DRIVEWAY TO A
 AW2225'SERVICE STATION, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE
 AW2225'TOP OF A CONCRETE POST 0.4 FOOT UNDERGROUND.
 AW2225
 AW2225                          STATION RECOVERY (1978)
 AW2225
 AW2225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2225'NOT RECOVERED.  NOTE=THIS MARK IS NOW UNDER THE PAVEMENT OF THE ROAD.
 AW2225
 AW2225                          STATION RECOVERY (1997)
 AW2225
 AW2225'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2225'MARK NOT FOUND.
 AW2225
 AW2225                          STATION RECOVERY (2004)
 AW2225
 AW2225'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2117 ***********************************************************************
 AW2117  DESIGNATION -  5152 0506
 AW2117  PID         -  AW2117
 AW2117  STATE/COUNTY-  TX/HARRIS
 AW2117  USGS QUAD   -  BELLAIRE (1995)
 AW2117
 AW2117                         *CURRENT SURVEY CONTROL
 AW2117  ___________________________________________________________________
 AW2117* NAD 83(1986)-  29 38 21.     (N)    095 29 08.     (W)     SCALED    
 AW2117* NAVD 88     -        19.712  (meters)      64.67   (feet)  ADJUSTED  
 AW2117  ___________________________________________________________________
 AW2117  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2117  DYNAMIC HT  -          19.685 (meters)      64.58  (feet)  COMP
 AW2117  MODELED GRAV-     979,275.0   (mgal)                       NAVD 88
 AW2117
 AW2117  VERT ORDER  -  FIRST     CLASS II
 AW2117
 AW2117.The horizontal coordinates were scaled from a topographic map and have
 AW2117.an estimated accuracy of +/- 6 seconds.
 AW2117
 AW2117.The orthometric height was determined by differential leveling
 AW2117.and adjusted by the National Geodetic Survey in June 1991..
 AW2117
 AW2117.The geoid height was determined by GEOID03.
 AW2117
 AW2117.The dynamic height is computed by dividing the NAVD 88
 AW2117.geopotential number by the normal gravity value computed on the
 AW2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2117.degrees latitude (g = 980.6199 gals.).
 AW2117
 AW2117.The modeled gravity was interpolated from observed gravity values.
 AW2117
 AW2117;                    North         East    Units  Estimated Accuracy
 AW2117;SPC TXSC     - 4,205,250.      940,220.      MT  (+/- 180 meters Scaled)
 AW2117
 AW2117                          SUPERSEDED SURVEY CONTROL
 AW2117
 AW2117  NGVD 29 (12/23/87)   19.708  (m)           64.66   (f) ADJUSTED    1 2
 AW2117
 AW2117.Superseded values are not recommended for survey control.
 AW2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2117.See file dsdata.txt to determine how the superseded data were derived.
 AW2117
 AW2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN593813(NAD 83)
 AW2117_MARKER: DD = SURVEY DISK
 AW2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2117_SP_SET: CONCRETE POST
 AW2117_STAMPING: 5152 0506
 AW2117_MARK LOGO: TX3280
 AW2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2117+STABILITY: SURFACE MOTION
 AW2117
 AW2117  HISTORY     - Date     Condition        Report By
 AW2117  HISTORY     - 1973     MONUMENTED       TX3280
 AW2117  HISTORY     - 1973     GOOD             NGS
 AW2117  HISTORY     - 1978     GOOD             NGS
 AW2117  HISTORY     - 1986     GOOD             NGS
 AW2117  HISTORY     - 19951009 MARK NOT FOUND   CHANCE
 AW2117
 AW2117                          STATION DESCRIPTION
 AW2117
 AW2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2117'4.7 MI NE FROM STAFFORD.
 AW2117'0.65 MILE EAST ALONG NORTH MAIN STREET FROM THE JUNCTION OF STAFFORD
 AW2117'ROAD AT STAFFORD, THENCE 4.05 MILES NORTHEAST ALONG U.S. HIGHWAY 90
 AW2117'ALT. 0.2 MILE SOUTHWEST OF THE JUNCTION OF CHIMNEY ROAD, 70 1/2 FEET
 AW2117'SOUTH-SOUTHEAST OF THE SECOND POLE NORTHEAST OF RAILROAD MILEPOLE 15,
 AW2117'14.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVEMENT OF THE
 AW2117'WESTBOUND LANES OF THE HIGHWAY, 35 1/2 FEET NORTHWEST OF THE CENTER
 AW2117'LINE OF A CONCRETE CHANGE OVER ROAD, ABOUT 3 FEET LOWER THAN THE
 AW2117'TRACK, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 AW2117'CONCRETE POST 0.4 FOOT UNDERGROUND.
 AW2117
 AW2117                          STATION RECOVERY (1978)
 AW2117
 AW2117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2117'RECOVERED IN GOOD CONDITION.
 AW2117
 AW2117                          STATION RECOVERY (1986)
 AW2117
 AW2117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2117'RECOVERED IN GOOD CONDITION.
 AW2117
 AW2117                          STATION RECOVERY (1995)
 AW2117
 AW2117'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2201 ***********************************************************************
 AW2201  DESIGNATION -  5152 1010 C OF H
 AW2201  PID         -  AW2201
 AW2201  STATE/COUNTY-  TX/HARRIS
 AW2201  USGS QUAD   -  BELLAIRE (1995)
 AW2201
 AW2201                         *CURRENT SURVEY CONTROL
 AW2201  ___________________________________________________________________
 AW2201* NAD 83(1986)-  29 38 39.     (N)    095 28 23.     (W)     SCALED    
 AW2201* NAVD 88     -        20.30   (+/-2cm)      66.6    (feet)  VERTCON   
 AW2201  ___________________________________________________________________
 AW2201  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2201
 AW2201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2201
 AW2201.The horizontal coordinates were scaled from a topographic map and have
 AW2201.an estimated accuracy of +/- 6 seconds.
 AW2201
 AW2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2201.The vertical order pertains to the NGVD 29 superseded value.
 AW2201
 AW2201.The geoid height was determined by GEOID03.
 AW2201
 AW2201;                    North         East    Units  Estimated Accuracy
 AW2201;SPC TXSC     - 4,205,840.      941,420.      MT  (+/- 180 meters Scaled)
 AW2201
 AW2201                          SUPERSEDED SURVEY CONTROL
 AW2201
 AW2201  NGVD 29 (??/??/92)   20.294  (m)           66.58   (f) ADJ UNCH    2 0
 AW2201
 AW2201.Superseded values are not recommended for survey control.
 AW2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2201.See file dsdata.txt to determine how the superseded data were derived.
 AW2201
 AW2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN605819(NAD 83)
 AW2201_MARKER: DD = SURVEY DISK
 AW2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2201_STAMPING: 5152 1010
 AW2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2201+STABILITY: SURFACE MOTION
 AW2201
 AW2201  HISTORY     - Date     Condition        Report By
 AW2201  HISTORY     - UNK      MONUMENTED       TX3280
 AW2201  HISTORY     - 1973     GOOD             NGS
 AW2201  HISTORY     - 1978     GOOD             NGS
 AW2201  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 AW2201
 AW2201                          STATION DESCRIPTION
 AW2201
 AW2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2201'5.6 MI NE FROM STAFFORD.
 AW2201'0.65 MILE EAST ALONG NORTH MAIN STREET FROM THE JUNCTION OF STAFFORD
 AW2201'ROAD AT STAFFORD, THENCE 4.95 MILES NORTHEAST ALONG U.S. HIGHWAY 90
 AW2201'ALT. 0.5 MILE SOUTHWEST OF THE JUNCTION OF SOUTH POST OAK ROAD AND
 AW2201'BENCH MARKS P 805 AND X 1210, AT THE JUNCTION OF A ROAD NORTHWEST TO A
 AW2201'BUILDING AT 12920 S. MAIN STREET, 78 FEET SOUTH AND ACROSS THE
 AW2201'WESTBOUND LANES OF THE HIGHWAY FROM THE SOUTHERN PACIFIC RAILROAD
 AW2201'MILEPOLE 14, 12.0 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVEMENT
 AW2201'OF THE WESTBOUND LANES OF THE HIGHWAY, 12 1/2 FEET NORTHEAST OF THE
 AW2201'EXTENDED CENTER LINE OF THE ROAD, 42.5 FEET NORTHWEST OF THE NORTHWEST
 AW2201'EDGE OF THE PAVEMENT OF THE EASTBOUND LANES OF THE HIGHWAY, 31 FEET
 AW2201'NORTHEAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY TO A BUILDING AT
 AW2201'12939 S. MAIN STREET, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET
 AW2201'IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 AW2201
 AW2201                          STATION RECOVERY (1978)
 AW2201
 AW2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2201'RECOVERED IN GOOD CONDITION.
 AW2201
 AW2201                          STATION RECOVERY (2003)
 AW2201
 AW2201'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW2201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2228 ***********************************************************************
 AW2228  DESIGNATION -  5152 1309 C OF H
 AW2228  PID         -  AW2228
 AW2228  STATE/COUNTY-  TX/HARRIS
 AW2228  USGS QUAD   -  BELLAIRE (1995)
 AW2228
 AW2228                         *CURRENT SURVEY CONTROL
 AW2228  ___________________________________________________________________
 AW2228* NAD 83(1986)-  29 38 36.     (N)    095 27 44.     (W)     SCALED    
 AW2228* NAVD 88     -        20.69   (+/-2cm)      67.9    (feet)  VERTCON   
 AW2228  ___________________________________________________________________
 AW2228  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2228
 AW2228  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2228
 AW2228.The horizontal coordinates were scaled from a topographic map and have
 AW2228.an estimated accuracy of +/- 6 seconds.
 AW2228
 AW2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2228.The vertical order pertains to the NGVD 29 superseded value.
 AW2228
 AW2228.The geoid height was determined by GEOID03.
 AW2228
 AW2228;                    North         East    Units  Estimated Accuracy
 AW2228;SPC TXSC     - 4,205,780.      942,470.      MT  (+/- 180 meters Scaled)
 AW2228
 AW2228                          SUPERSEDED SURVEY CONTROL
 AW2228
 AW2228  NGVD 29 (??/??/92)   20.687  (m)           67.87   (f) ADJ UNCH    1 2
 AW2228
 AW2228.Superseded values are not recommended for survey control.
 AW2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2228.See file dsdata.txt to determine how the superseded data were derived.
 AW2228
 AW2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN616817(NAD 83)
 AW2228_MARKER: DD = SURVEY DISK
 AW2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2228_STAMPING: 5152 1309
 AW2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2228+STABILITY: SURFACE MOTION
 AW2228
 AW2228  HISTORY     - Date     Condition        Report By
 AW2228  HISTORY     - UNK      MONUMENTED       TX3280
 AW2228  HISTORY     - 1973     GOOD             NGS
 AW2228  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2228  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2228
 AW2228                          STATION DESCRIPTION
 AW2228
 AW2228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2228'5.2 MI NW FROM ALMEDA.
 AW2228'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2228'288 AT ALMEDA, THENCE 2.65 MILES NORTH ALONG SOUTH POST OAK ROAD, 0.2
 AW2228'MILE NORTH OF THE JUNCTION OF ALLUM ROAD EAST, 0.3 MILE SOUTH OF THE
 AW2228'JUNCTION OF U.S. HIGHWAY 90 ALT., AT THE JUNCTION OF A SHELL ROAD
 AW2228'EAST, 16 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTH
 AW2228'OF THE CENTER LINE OF THE SHELL ROAD, 45 FEET WEST AND ACROSS THE ROAD
 AW2228'FROM A NAIL AND WASHER IN T JUNCTION POWER POLE G 2865 K, 52 FEET
 AW2228'SOUTHWEST AND ACROSS THE ROAD FROM A FENCE CORNER POST, 59 FEET SOUTH
 AW2228'OF A POINT DIRECTLY UNDER A POWER LINE CROSSING, ABOUT 1/2 FOOT LOWER
 AW2228'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 0.4 FOOT
 AW2228'UNDERGROUND.
 AW2228
 AW2228                          STATION RECOVERY (1978)
 AW2228
 AW2228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2228'NOT RECOVERED.  NOTE=MARK IS NOW UNDER THE PAVEMENT OF THE ROAD.
 AW2228
 AW2228                          STATION RECOVERY (1997)
 AW2228
 AW2228'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2226 ***********************************************************************
 AW2226  DESIGNATION -  5152 1402 C OF H
 AW2226  PID         -  AW2226
 AW2226  STATE/COUNTY-  TX/HARRIS
 AW2226  USGS QUAD   -  BELLAIRE (1995)
 AW2226
 AW2226                         *CURRENT SURVEY CONTROL
 AW2226  ___________________________________________________________________
 AW2226* NAD 83(1986)-  29 37 51.     (N)    095 27 49.     (W)     SCALED    
 AW2226* NAVD 88     -        19.08   (+/-2cm)      62.6    (feet)  VERTCON   
 AW2226  ___________________________________________________________________
 AW2226  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2226
 AW2226  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2226
 AW2226.The horizontal coordinates were scaled from a topographic map and have
 AW2226.an estimated accuracy of +/- 6 seconds.
 AW2226
 AW2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2226.The vertical order pertains to the NGVD 29 superseded value.
 AW2226
 AW2226.The geoid height was determined by GEOID03.
 AW2226
 AW2226;                    North         East    Units  Estimated Accuracy
 AW2226;SPC TXSC     - 4,204,390.      942,370.      MT  (+/- 180 meters Scaled)
 AW2226
 AW2226                          SUPERSEDED SURVEY CONTROL
 AW2226
 AW2226  NGVD 29 (??/??/92)   19.077  (m)           62.59   (f) ADJ UNCH    1 2
 AW2226
 AW2226.Superseded values are not recommended for survey control.
 AW2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2226.See file dsdata.txt to determine how the superseded data were derived.
 AW2226
 AW2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN614804(NAD 83)
 AW2226_MARKER: DD = SURVEY DISK
 AW2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2226_STAMPING: 5152 1402
 AW2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2226+STABILITY: SURFACE MOTION
 AW2226
 AW2226  HISTORY     - Date     Condition        Report By
 AW2226  HISTORY     - UNK      MONUMENTED       TX3280
 AW2226  HISTORY     - 1973     GOOD             NGS
 AW2226  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2226  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2226  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2226
 AW2226                          STATION DESCRIPTION
 AW2226
 AW2226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2226'4.35 MI NW FROM ALMEDA.
 AW2226'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2226'288 AT ALMEDA, THENCE 1.8 MILES NORTH ALONG SOUTH POST OAK ROAD, 0.1
 AW2226'MILE NORTH OF THE JUNCTION OF WILLOMINE WAY, 0.05 MILE NORTH OF THE
 AW2226'CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, 25 1/2 FEET WEST OF
 AW2226'THE CENTER LINE OF THE ROAD, 14.2 FEET WEST OF THE WEST EDGE OF THE
 AW2226'PAVED SURFACE OF THE ROAD, 35.9 FEET SOUTHEAST OF A NAIL AND WASHER IN
 AW2226'A TELEPHONE POLE WITH A GUY WIRE, 83.9 FEET SOUTH-SOUTHWEST OF THE
 AW2226'SOUTH END OF THE WEST CONCRETE HEADWALL OF A 4-FOOT CONCRETE BOX
 AW2226'CULVERT, 11 FEET SOUTH OF THE EXTENDED CENTER LINE OF A DRAIN DITCH
 AW2226'WEST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW2226'0.2 FOOT UNDERGROUND.
 AW2226
 AW2226                          STATION RECOVERY (1978)
 AW2226
 AW2226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2226'NOT RECOVERED.
 AW2226
 AW2226                          STATION RECOVERY (1997)
 AW2226
 AW2226'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2226'MARK NOT FOUND.
 AW2226
 AW2226                          STATION RECOVERY (2004)
 AW2226
 AW2226'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2227 ***********************************************************************
 AW2227  DESIGNATION -  5152 1404 C OF H
 AW2227  PID         -  AW2227
 AW2227  STATE/COUNTY-  TX/HARRIS
 AW2227  USGS QUAD   -  BELLAIRE (1995)
 AW2227
 AW2227                         *CURRENT SURVEY CONTROL
 AW2227  ___________________________________________________________________
 AW2227* NAD 83(1986)-  29 38 06.     (N)    095 27 42.     (W)     SCALED    
 AW2227* NAVD 88     -        19.56   (+/-2cm)      64.2    (feet)  VERTCON   
 AW2227  ___________________________________________________________________
 AW2227  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW2227
 AW2227  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2227
 AW2227.The horizontal coordinates were scaled from a topographic map and have
 AW2227.an estimated accuracy of +/- 6 seconds.
 AW2227
 AW2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2227.The vertical order pertains to the NGVD 29 superseded value.
 AW2227
 AW2227.The geoid height was determined by GEOID03.
 AW2227
 AW2227;                    North         East    Units  Estimated Accuracy
 AW2227;SPC TXSC     - 4,204,860.      942,550.      MT  (+/- 180 meters Scaled)
 AW2227
 AW2227                          SUPERSEDED SURVEY CONTROL
 AW2227
 AW2227  NGVD 29 (??/??/92)   19.559  (m)           64.17   (f) ADJ UNCH    1 2
 AW2227
 AW2227.Superseded values are not recommended for survey control.
 AW2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2227.See file dsdata.txt to determine how the superseded data were derived.
 AW2227
 AW2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN616808(NAD 83)
 AW2227_MARKER: DD = SURVEY DISK
 AW2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2227_STAMPING: 5152 1404
 AW2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2227+STABILITY: SURFACE MOTION
 AW2227
 AW2227  HISTORY     - Date     Condition        Report By
 AW2227  HISTORY     - UNK      MONUMENTED       TX3280
 AW2227  HISTORY     - 1973     GOOD             NGS
 AW2227  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2227  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2227
 AW2227                          STATION DESCRIPTION
 AW2227
 AW2227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2227'4.6 MI NW FROM ALMEDA.
 AW2227'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2227'288 AT ALMEDA, THENCE 2.05 MILES NORTH ALONG SOUTH POST OAK ROAD, AT
 AW2227'THE SOUTHEAST CORNER OF THE JUNCTION OF LOTUS STREET, 13 1/2 FEET EAST
 AW2227'OF THE CENTER LINE OF THE ROAD, 106 FEET SOUTHWEST OF THE SOUTHWEST
 AW2227'CORNER OF A CONCRETE BLOCK BUILDING, 7 FEET SOUTH OF THE EXTENDED
 AW2227'CENTER LINE OF A STREET WEST, 43 1/2 FEET SOUTH OF THE CENTER LINE OF
 AW2227'A DRIVEWAY TO A HOUSE AT 13205 WEST POST OAK ROAD, 32 FEET
 AW2227'SOUTH-SOUTHWEST OF THE SOUTH END OF AN 18-INCH PIPE CULVERT, 73.8 FEET
 AW2227'NORTHEAST AND ACROSS THE ROAD FROM A NAIL AND WASHER IN A TELEPHONE
 AW2227'POLE, 50.4 FEET EAST-SOUTHEAST OF THE CENTER OF THE NORTH HEADWALL OF
 AW2227'A 4-FOOT BOX CULVERT, AND ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 AW2227'TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 AW2227
 AW2227                          STATION RECOVERY (1978)
 AW2227
 AW2227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2227'MARK NOT FOUND.
 AW2227
 AW2227                          STATION RECOVERY (1997)
 AW2227
 AW2227'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2326 ***********************************************************************
 AW2326  DESIGNATION -  5153 1303 C OF H
 AW2326  PID         -  AW2326
 AW2326  STATE/COUNTY-  TX/HARRIS
 AW2326  USGS QUAD   -  BELLAIRE (1995)
 AW2326
 AW2326                         *CURRENT SURVEY CONTROL
 AW2326  ___________________________________________________________________
 AW2326* NAD 83(1986)-  29 39 25.     (N)    095 27 45.     (W)     SCALED    
 AW2326* NAVD 88     -        17.49   (+/-2cm)      57.4    (feet)  VERTCON   
 AW2326  ___________________________________________________________________
 AW2326  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2326
 AW2326  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2326
 AW2326.The horizontal coordinates were scaled from a topographic map and have
 AW2326.an estimated accuracy of +/- 6 seconds.
 AW2326
 AW2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2326.The vertical order pertains to the NGVD 29 superseded value.
 AW2326
 AW2326.The geoid height was determined by GEOID03.
 AW2326
 AW2326;                    North         East    Units  Estimated Accuracy
 AW2326;SPC TXSC     - 4,207,280.      942,390.      MT  (+/- 180 meters Scaled)
 AW2326
 AW2326                          SUPERSEDED SURVEY CONTROL
 AW2326
 AW2326  NGVD 29 (??/??/92)   17.486  (m)           57.37   (f) ADJ UNCH    1 2
 AW2326
 AW2326.Superseded values are not recommended for survey control.
 AW2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2326.See file dsdata.txt to determine how the superseded data were derived.
 AW2326
 AW2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN616833(NAD 83)
 AW2326_MARKER: DD = SURVEY DISK
 AW2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2326_STAMPING: 5153 1303
 AW2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2326+STABILITY: SURFACE MOTION
 AW2326
 AW2326  HISTORY     - Date     Condition        Report By
 AW2326  HISTORY     - UNK      MONUMENTED       TX3280
 AW2326  HISTORY     - 1973     GOOD             NGS
 AW2326  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2326  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2326  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 AW2326
 AW2326                          STATION DESCRIPTION
 AW2326
 AW2326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2326'3.95 MI SE FROM BELLAIRE.
 AW2326'0.5 MILE EAST ALONG BELLAIRE BOULEVARD FROM THE JUNCTION OF RICE
 AW2326'AVENUE AT BELLAIRE, THENCE 1.9 MILES SOUTH ALONG THE WEST FRONTAGE
 AW2326'ROAD OF WEST LOOP INTERSTATE HIGHWAY 610, THENCE 1.55 MILES SOUTH
 AW2326'ALONG SOUTH POST OAK ROAD, AT THE NORTHWEST CORNER OF THE JUNCTION OF
 AW2326'BENNING DRIVE, 29.8 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF
 AW2326'THE ROAD, 51 FEET NORTH OF THE EXTENDED CENTER LINE OF THE DRIVE, 24
 AW2326'FEET NORTH OF THE CENTER LINE OF THE SOUTH ENTRANCE DRIVE TO POST OAK
 AW2326'LANES BOWLING BUILDING, 38 FEET SOUTH-SOUTHEAST OF THE EAST ONE OF TWO
 AW2326'6-INCH IRON PIPES SUPPORTING A LARGE POST OAK LANES BOWLING SIGN,
 AW2326'57.35 FEET NORTH OF A NAIL AND WASHER IN A POWER POLE, 4.0 FEET NORTH
 AW2326'OF THE SOUTH CURB OF A GRASSY ISLAND, 1.8 FEET WEST OF THE EAST CURB
 AW2326'OF THE ISLAND, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP
 AW2326'OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 AW2326
 AW2326                          STATION RECOVERY (1978)
 AW2326
 AW2326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2326'NOT RECOVERED.  NOTE=BENCH MARK IS BELIEVED TO BE UNDER PAVEMENT.
 AW2326
 AW2326                          STATION RECOVERY (1997)
 AW2326
 AW2326'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2326'MARK NOT FOUND.
 AW2326
 AW2326                          STATION RECOVERY (2004)
 AW2326
 AW2326'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2295 ***********************************************************************
 AW2295  DESIGNATION -  5153 1308
 AW2295  PID         -  AW2295
 AW2295  STATE/COUNTY-  TX/HARRIS
 AW2295  USGS QUAD   -  BELLAIRE (1995)
 AW2295
 AW2295                         *CURRENT SURVEY CONTROL
 AW2295  ___________________________________________________________________
 AW2295* NAD 83(1986)-  29 39 52.     (N)    095 27 51.     (W)     SCALED    
 AW2295* NAVD 88     -        17.026  (meters)      55.86   (feet)  ADJUSTED  
 AW2295  ___________________________________________________________________
 AW2295  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2295  DYNAMIC HT  -          17.002 (meters)      55.78  (feet)  COMP
 AW2295  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 AW2295
 AW2295  VERT ORDER  -  FIRST     CLASS II
 AW2295
 AW2295.The horizontal coordinates were scaled from a topographic map and have
 AW2295.an estimated accuracy of +/- 6 seconds.
 AW2295
 AW2295.The orthometric height was determined by differential leveling
 AW2295.and adjusted by the National Geodetic Survey in June 1991..
 AW2295
 AW2295.The geoid height was determined by GEOID03.
 AW2295
 AW2295.The dynamic height is computed by dividing the NAVD 88
 AW2295.geopotential number by the normal gravity value computed on the
 AW2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2295.degrees latitude (g = 980.6199 gals.).
 AW2295
 AW2295.The modeled gravity was interpolated from observed gravity values.
 AW2295
 AW2295;                    North         East    Units  Estimated Accuracy
 AW2295;SPC TXSC     - 4,208,110.      942,210.      MT  (+/- 180 meters Scaled)
 AW2295
 AW2295                          SUPERSEDED SURVEY CONTROL
 AW2295
 AW2295  NGVD 29 (12/23/87)   17.021  (m)           55.84   (f) ADJUSTED    1 2
 AW2295
 AW2295.Superseded values are not recommended for survey control.
 AW2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2295.See file dsdata.txt to determine how the superseded data were derived.
 AW2295
 AW2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN615841(NAD 83)
 AW2295_MARKER: DD = SURVEY DISK
 AW2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2295_SP_SET: CONCRETE POST
 AW2295_STAMPING: 5153 1308
 AW2295_MARK LOGO: TX3280
 AW2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2295+STABILITY: SURFACE MOTION
 AW2295
 AW2295  HISTORY     - Date     Condition        Report By
 AW2295  HISTORY     - 1973     MONUMENTED       TX3280
 AW2295  HISTORY     - 1973     GOOD             NGS
 AW2295  HISTORY     - 1978     GOOD             NGS
 AW2295  HISTORY     - 1986     GOOD             NGS
 AW2295  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2295  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2295  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW2295  HISTORY     - 19951009 MARK NOT FOUND   CHANCE
 AW2295  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 AW2295
 AW2295                          STATION DESCRIPTION
 AW2295
 AW2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2295'3.45 MI SE FROM BELLAIRE.
 AW2295'0.5 MILE EAST ALONG BELLAIRE BOULEVARD FROM THE JUNCTION OF RICE
 AW2295'AVENUE AT BELLAIRE, THENCE 1.9 MILES SOUTH ALONG THE WEST FRONTAGE
 AW2295'ROAD OF WEST LOOP INTERSTATE HIGHWAY 610, THENCE 1.05 MILES SOUTH
 AW2295'ALONG SOUTH POST OAK ROAD, AT THE JUNCTION OF WILLOW BEND BOULEVARD,
 AW2295'76 1/2 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF THE ROAD, 36
 AW2295'1/2 FEET NORTH OF THE CENTER LINE FEET SOUTH OF THE CENTER LINE OF THE
 AW2295'NORTH LANES OF THE BOULEVARD, 33.0 FEET EAST OF THE EAST CURB OF A
 AW2295'GRASSY ISLAND, 2.4 FEET NORTH OF THE SOUTH CURB OF THE ISLAND, 13.5
 AW2295'FEET SOUTH OF THE NORTH CURB OF THE ISLAND, 6.5 FEET SOUTHWEST OF THE
 AW2295'SOUTHWEST CORNER OF A TRAFFIC CONTROL SIGNAL BOX, ABOUT 1/2 FOOT LOWER
 AW2295'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 0.4 FOOT
 AW2295'UNDERGROUND.
 AW2295
 AW2295                          STATION RECOVERY (1978)
 AW2295
 AW2295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2295'RECOVERED IN GOOD CONDITION.
 AW2295
 AW2295                          STATION RECOVERY (1986)
 AW2295
 AW2295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2295'RECOVERED IN GOOD CONDITION.
 AW2295
 AW2295                          STATION RECOVERY (1989)
 AW2295
 AW2295'RECOVERY NOTE BY US POWER SQUADRON 1989 (TT)
 AW2295'MARK NOT FOUND.
 AW2295
 AW2295                          STATION RECOVERY (1990)
 AW2295
 AW2295'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2295'MARK NOT FOUND.
 AW2295
 AW2295                          STATION RECOVERY (1991)
 AW2295
 AW2295'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW2295'MARK NOT FOUND.
 AW2295
 AW2295                          STATION RECOVERY (1995)
 AW2295
 AW2295'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2295'MARK NOT FOUND.
 AW2295
 AW2295                          STATION RECOVERY (2003)
 AW2295
 AW2295'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW2295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2776 ***********************************************************************
 BY2776  DESIGNATION -  516
 BY2776  PID         -  BY2776
 BY2776  STATE/COUNTY-  TX/ANDERSON
 BY2776  USGS QUAD   -  OAKWOOD (1964)
 BY2776
 BY2776                         *CURRENT SURVEY CONTROL
 BY2776  ___________________________________________________________________
 BY2776* NAD 83(1993)-  31 37 06.61262(N)    095 47 07.92245(W)     ADJUSTED  
 BY2776* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 BY2776  ___________________________________________________________________
 BY2776  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 BY2776  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BY2776
 BY2776  HORZ ORDER  -  FIRST
 BY2776
 BY2776.The horizontal coordinates were established by classical geodetic methods
 BY2776.and adjusted by the National Geodetic Survey in February 1996..
 BY2776
 BY2776.The orthometric height was scaled from a topographic map.
 BY2776
 BY2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2776
 BY2776.The geoid height was determined by GEOID03.
 BY2776
 BY2776;                    North         East     Units Scale Factor Converg.
 BY2776;SPC TX C     - 3,225,194.971 1,131,359.387   MT  0.99993958   +2 20 32.6
 BY2776;SPC TX C     -10,581,327.17  3,711,801.59   sFT  0.99993958   +2 20 32.6
 BY2776;UTM  15      - 3,501,520.046   235,760.635   MT  1.00046125   -1 27 40.3
 BY2776
 BY2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2776!SPC TX C     -   0.99999377  x   0.99993958  =   0.99993335
 BY2776!UTM  15      -   0.99999377  x   1.00046125  =   1.00045501
 BY2776
 BY2776:                Primary Azimuth Mark                     Grid Az
 BY2776:SPC TX C     -  516 AZ MK                                097 19 22.9
 BY2776:UTM  15      -  516 AZ MK                                101 07 35.8
 BY2776
 BY2776|---------------------------------------------------------------------|
 BY2776| PID    Reference Object                     Distance      Geod. Az  |
 BY2776|                                                           dddmmss.s |
 BY2776| CV8070 516 AZ MK                                          0993955.5 |
 BY2776| CV8071 516 RM 1                             34.695 METERS 17110     |
 BY2776| CV8072 516 RM 2                             32.946 METERS 35107     |
 BY2776|---------------------------------------------------------------------|
 BY2776
 BY2776                          SUPERSEDED SURVEY CONTROL
 BY2776
 BY2776  NAD 83(1986)-  31 37 06.62354(N)    095 47 07.90475(W) AD(       ) 1
 BY2776  NAD 27      -  31 37 06.00000(N)    095 47 07.05600(W) AD(       ) 1
 BY2776
 BY2776.Superseded values are not recommended for survey control.
 BY2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2776.See file dsdata.txt to determine how the superseded data were derived.
 BY2776
 BY2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR3576101520(NAD 83)
 BY2776_MARKER: DD = SURVEY DISK
 BY2776_SETTING: 0 = UNSPECIFIED SETTING
 BY2776
 BY2776  HISTORY     - Date     Condition        Report By
 BY2776  HISTORY     - 1935     MONUMENTED       USE
 BY2776
 BY2776                          STATION DESCRIPTION
 BY2776
 BY2776'DESCRIBED BY US ENGINEERS 1935 (CAS)
 BY2776'THIS STATION IS ABOUT 13 MILES SW OF PALESTINE AND 4 MILES
 BY2776'NE OF OAKWOOD, ON LAND OWNED AND OCCUPIED BY J.J. MONNING.
 BY2776'STATION IS SET AT THE W EDGE OF LARGE CULTIVATED FIELD, AT
 BY2776'E EDGE OF WOODS, 24 FEET E OF 3-FOOT DEAD TREE, WOODS SLOPE
 BY2776'DOWN TO RIVER.
 BY2776'
 BY2776'STATION IS A STANDARD U.S.E.D.B.M. WITH ELEVATION OF 218.051
 BY2776'FEET STAMPED ON IT, ALSO STAMPED U.S.C. AND G.S. 1935.  THE
 BY2776'MARK PROJECTS 8 INCHES.
 BY2776'
 BY2776'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 BY2776'IN CONCRETE.
 BY2776'
 BY2776'REFERENCE MARK NO. 2, 1935, IS SSE OF THE STATION IN SMALL
 BY2776'GRASSY PLOT BETWEEN FIELD AND WOODS, MARK PROJECTS 8 INCHES.
 BY2776'REFERENCE MARK NO. 1, 1935, IS NNW OF THE STATION, IN E
 BY2776'EDGE OF WOODS, 6 FEET W OF W EDGE OF FIELD, MARK PROJECTS 8
 BY2776'INCHES.
 BY2776'
 BY2776'AZIMUTH MARK IS ESE OF THE STATION, 120 FEET S OF INTERSECTION
 BY2776'OF ROADS, AND 24 FEET E OF THE CENTER LINE OF ROAD LEADING SSW.
 BY2776'MARK PROJECTS 10 INCHES.
 BY2776'
 BY2776'TO REACH STATION FROM PALESTINE, GO SW OUT OF TOWN ON STATE
 BY2776'HIGHWAY 43 TOWARDS AUSTIN, FOR 12.05 MILES FROM PALESTINE POST
 BY2776'OFFICE, TO DIRT ROAD LEADING TO LEFT, FILLING STATION AND
 BY2776'STORE ON LEFT, TURN LEFT FOR 0.5 MILE TO RIGHT TURN, GO W 0.15
 BY2776'MILE TO LONG LAKE RAILROAD STATION, TURN LEFT ACROSS RAILROAD
 BY2776'TRACKS AND TAKE LEFT ROAD FOR 0.3 MILE TO A BARN ON LEFT AND
 BY2776'GATES WHICH HAVE HIGH IRON POSTS, GO THROUGH RIGHT-HAND GATE
 BY2776'AND PROCEED FOR 1.35 MILES TO FORK AT CLUMP OF BUSHES, AZIMUTH
 BY2776'MARK AT THIS POINT, TAKE RIGHT FORK AND GO 0.5 MILE TO
 BY2776'EDGE OF WOODS AND 8-INCH OAK WITH TRIANGULAR BLAZE, TURN
 BY2776'RIGHT ALONG EDGE OF WOODS FOR 0.45 MILE TO STATION.
 BY2776'
 BY2776'ADDITIONAL DESCRIPTION--STATION IS ABOUT 300 FEET E OF THE
 BY2776'TRINITY RIVER AND 500 FEET S OF THE NW CORNER OF THE FIELD.
 BY2776'
 BY2776'A 100-FOOT TOWER WAS USED.
 BY2776'
 BY2776'ALL LIGHTS CAME INTO VIEW AT 65 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2831 ***********************************************************************
 AB2831  PACS        -  This is a Primary Airport Control Station.
 AB2831  DESIGNATION -  51R A
 AB2831  PID         -  AB2831
 AB2831  STATE/COUNTY-  TX/MADISON
 AB2831  USGS QUAD   -  MADISONVILLE (1963)
 AB2831
 AB2831                         *CURRENT SURVEY CONTROL
 AB2831  ___________________________________________________________________
 AB2831* NAD 83(1993)-  30 55 04.05445(N)    095 57 04.40830(W)     ADJUSTED  
 AB2831* NAVD 88     -        88.92   (meters)     291.7    (feet)  GPS OBS   
 AB2831  ___________________________________________________________________
 AB2831  X           -    -567,837.513 (meters)                     COMP
 AB2831  Y           -  -5,447,216.225 (meters)                     COMP
 AB2831  Z           -   3,258,109.656 (meters)                     COMP
 AB2831  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AB2831  ELLIP HEIGHT-          62.08  (meters)          (10/24/00) GPS OBS
 AB2831  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AB2831
 AB2831  HORZ ORDER  -  B
 AB2831  ELLP ORDER  -  FOURTH    CLASS II
 AB2831
 AB2831.This mark is at Madisonville Muni (51R) Airport (51R)
 AB2831
 AB2831.The horizontal coordinates were established by GPS observations
 AB2831.and adjusted by the National Geodetic Survey in February 1996..
 AB2831
 AB2831.The orthometric height was determined by GPS observations and a
 AB2831.high-resolution geoid model.
 AB2831
 AB2831.GPS derived orthometric heights for airport stations designated as
 AB2831.PACS or SACS are published to 2 decimal places.  This maintains
 AB2831.centimeter relative accuracy between the PACS and SACS.  It does
 AB2831.not indicate centimeter accuracy relative to other marks which are
 AB2831.part of the NAVD 88 network.
 AB2831
 AB2831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2831
 AB2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2831
 AB2831.The ellipsoidal height was determined by GPS observations
 AB2831.and is referenced to NAD 83.
 AB2831
 AB2831.The geoid height was determined by GEOID03.
 AB2831
 AB2831;                    North         East     Units Scale Factor Converg.
 AB2831;SPC TX C     - 3,146,941.653 1,118,711.258   MT  0.99988280   +2 15 25.4
 AB2831;SPC TX C     -10,324,591.07  3,670,305.19   sFT  0.99988280   +2 15 25.4
 AB2831;UTM  15      - 3,424,225.642   217,957.519   MT  1.00058138   -1 31 02.5
 AB2831;UTM  14      - 3,424,476.793   791,369.340   MT  1.00064737   +1 34 03.3
 AB2831
 AB2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2831!SPC TX C     -   0.99999025  x   0.99988280  =   0.99987305
 AB2831!UTM  15      -   0.99999025  x   1.00058138  =   1.00057163
 AB2831!UTM  14      -   0.99999025  x   1.00064737  =   1.00063762
 AB2831
 AB2831:                Primary Azimuth Mark                     Grid Az
 AB2831:SPC TX C     -  51R B                                    181 27 43.5
 AB2831:UTM  15      -  51R B                                    185 14 11.4
 AB2831:UTM  14      -  51R B                                    182 09 05.6
 AB2831
 AB2831|---------------------------------------------------------------------|
 AB2831| PID    Reference Object                     Distance      Geod. Az  |
 AB2831|                                                           dddmmss.s |
 AB2831| AB6859 51R B                               467.909 METERS 1834308.9 |
 AB2831|---------------------------------------------------------------------|
 AB2831
 AB2831                          SUPERSEDED SURVEY CONTROL
 AB2831
 AB2831  ELLIP H (02/20/96)   62.19   (m)                       GP(       ) 1 1
 AB2831
 AB2831.Superseded values are not recommended for survey control.
 AB2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2831.See file dsdata.txt to determine how the superseded data were derived.
 AB2831
 AB2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ1795824226(NAD 83)
 AB2831_MARKER: I = METAL ROD
 AB2831_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2831_STAMPING: 51R A 1995
 AB2831_MARK LOGO: NGS   
 AB2831_PROJECTION: FLUSH
 AB2831_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2831+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2831_ROD/PIPE-DEPTH: 5.4  meters
 AB2831_SLEEVE-DEPTH  : 0.9 meters
 AB2831
 AB2831  HISTORY     - Date     Condition        Report By
 AB2831  HISTORY     - 1995     MONUMENTED       NGS
 AB2831
 AB2831                          STATION DESCRIPTION
 AB2831
 AB2831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2831'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) SOUTHWEST OF THE
 AB2831'JUNCTION OF U.S.  HIGHWAYS 190 AND 75 IN MADISONVILLE, JUST NORTH OF
 AB2831'RUNWAY END 18.  AIRPORT MANAGER IS ROBERT VANDELL, PHONE 409-348-2740
 AB2831'(NO OFFICE AT AIRPORT) .  TO REACH THE STATION FROM THE JUNCTION OF
 AB2831'U.S.  HIGHWAYS 190 AND 75 IN MADISONVILLE, GO SOUTHWESTERLY 3.38 KM
 AB2831'(2.10 MI) ON HIGHWAY 190 TO FARM ROAD 1452.  TURN LEFT, SOUTH, 2.4 KM
 AB2831'(1.50 MI) TO THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT, WEST, FOR 0.6
 AB2831'KM (0.35 MI) TO THE AIRPORT GATE AT APRON.  PASS THROUGH GATE, WEST,
 AB2831'FOR 0.1 KM (0.05 MI) TO A TAXI.  TURN RIGHT, NORTH, 0.44 KM (0.25 MI)
 AB2831'ALONG THE RUNWAY, AND THEN 54 M (177.2 FT) PAST THE END OF THE RUNWAY
 AB2831'TO THE STATION ON THE LEFT (ON TOP OF THE RUNWAY CUT) . STATION IS
 AB2831'53.7 M (176.2 FT) NORTH OF THE WEST 1 OF 6 RUNWAY END LIGHTS, 36.7 M
 AB2831'(120.4 FT) EAST OF A FENCE, 23.0 M (75.5 FT) WEST OF THE EXTENDED
 AB2831'CENTER OF THE RUNWAY, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE RUNWAY
 AB2831'END, 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO DATUM
 AB2831'POINT IS THRU A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A
 AB2831'REQUIREMENTS.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6859 ***********************************************************************
 AB6859  SACS        -  This is a Secondary Airport Control Station.
 AB6859  DESIGNATION -  51R B
 AB6859  PID         -  AB6859
 AB6859  STATE/COUNTY-  TX/MADISON
 AB6859  USGS QUAD   -  MADISONVILLE (1963)
 AB6859
 AB6859                         *CURRENT SURVEY CONTROL
 AB6859  ___________________________________________________________________
 AB6859* NAD 83(1993)-  30 54 48.89295(N)    095 57 05.55135(W)     ADJUSTED  
 AB6859* NAVD 88     -        82.83   (meters)     271.8    (feet)  GPS OBS   
 AB6859  ___________________________________________________________________
 AB6859  X           -    -567,892.032 (meters)                     COMP
 AB6859  Y           -  -5,447,446.485 (meters)                     COMP
 AB6859  Z           -   3,257,705.938 (meters)                     COMP
 AB6859  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AB6859  ELLIP HEIGHT-          55.99  (meters)          (07/03/01) GPS OBS
 AB6859  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AB6859
 AB6859  HORZ ORDER  -  FIRST
 AB6859  ELLP ORDER  -  FIFTH     CLASS I
 AB6859
 AB6859.This mark is at Madisonville Muni (51R) Airport (51R)
 AB6859
 AB6859.The horizontal coordinates were established by GPS observations
 AB6859.and adjusted by the National Geodetic Survey in September 1996..
 AB6859
 AB6859.The orthometric height was determined by GPS observations and a
 AB6859.high-resolution geoid model.
 AB6859
 AB6859.GPS derived orthometric heights for airport stations designated as
 AB6859.PACS or SACS are published to 2 decimal places.  This maintains
 AB6859.centimeter relative accuracy between the PACS and SACS.  It does
 AB6859.not indicate centimeter accuracy relative to other marks which are
 AB6859.part of the NAVD 88 network.
 AB6859
 AB6859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6859
 AB6859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6859
 AB6859.The ellipsoidal height was determined by GPS observations
 AB6859.and is referenced to NAD 83.
 AB6859
 AB6859.The geoid height was determined by GEOID03.
 AB6859
 AB6859;                    North         East     Units Scale Factor Converg.
 AB6859;SPC TX C     - 3,146,473.951 1,118,699.320   MT  0.99988291   +2 15 24.8
 AB6859;SPC TX C     -10,323,056.62  3,670,266.02   sFT  0.99988291   +2 15 24.8
 AB6859;UTM  15      - 3,423,759.414   217,914.790   MT  1.00058167   -1 31 02.4
 AB6859;UTM  14      - 3,424,008.912   791,351.762   MT  1.00064724   +1 34 02.0
 AB6859
 AB6859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6859!SPC TX C     -   0.99999121  x   0.99988291  =   0.99987412
 AB6859!UTM  15      -   0.99999121  x   1.00058167  =   1.00057287
 AB6859!UTM  14      -   0.99999121  x   1.00064724  =   1.00063844
 AB6859
 AB6859:                Primary Azimuth Mark                     Grid Az
 AB6859:SPC TX C     -  51R A                                    001 27 43.5
 AB6859:UTM  15      -  51R A                                    005 14 10.7
 AB6859:UTM  14      -  51R A                                    002 09 06.3
 AB6859
 AB6859|---------------------------------------------------------------------|
 AB6859| PID    Reference Object                     Distance      Geod. Az  |
 AB6859|                                                           dddmmss.s |
 AB6859| AB2831 51R A                               467.909 METERS 0034308.3 |
 AB6859|---------------------------------------------------------------------|
 AB6859
 AB6859                          SUPERSEDED SURVEY CONTROL
 AB6859
 AB6859  ELLIP H (09/13/96)   56.10   (m)                       GP(       ) 5 1
 AB6859
 AB6859.Superseded values are not recommended for survey control.
 AB6859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6859.See file dsdata.txt to determine how the superseded data were derived.
 AB6859
 AB6859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ1791523759(NAD 83)
 AB6859_MARKER: I = METAL ROD
 AB6859_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6859_STAMPING: 51R B 1995
 AB6859_MARK LOGO: NGS   
 AB6859_PROJECTION: FLUSH
 AB6859_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6859+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6859_ROD/PIPE-DEPTH: 4.0  meters
 AB6859_SLEEVE-DEPTH  : 0.9 meters
 AB6859
 AB6859  HISTORY     - Date     Condition        Report By
 AB6859  HISTORY     - 1995     MONUMENTED       NGS
 AB6859
 AB6859                          STATION DESCRIPTION
 AB6859
 AB6859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6859'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) SOUTHWEST OF THE
 AB6859'JUNCTION OF U.S.  HIGHWAYS 190 AND 75 IN MADISONVILLE, IN THE EAST
 AB6859'QUADRANT OF THE JUNCTION OF THE RUNWAY AND CONNECTOR TAXI AT MIDFIELD.
 AB6859'AIRPORT MANAGER IS ROBERT YANDELL, PHONE 409-348-2740 (NO OFFICE AT
 AB6859'AIRPORT) .  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AB6859'190 AND 75 IN MADISONVILLE, GO SOUTHWESTERLY 3.38 KM (2.10 MI) ON
 AB6859'HIGHWAY 190 TO FARM ROAD 1452.  TURN LEFT, SOUTH, FOR 2.4 KM (1.50 MI)
 AB6859'TO THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT, WEST, FOR 0.6 KM (0.35
 AB6859'MI) TO THE AIRPORT GATE AT APRON.  PASS THROUGH GATE, TURN LEFT,
 AB6859'SOUTH, FOR 0.1 KM (0.05 MI) ACROSS THE APRON TO A TAXI AND THE STATION
 AB6859'ON THE LEFT.  STATION IS 32.6 M (107.0 FT) SOUTH OF THE CENTER OF THE
 AB6859'TAXI, 27.8 M (91.2 FT) SOUTHEAST OF THE EAST 1 OF 2 TAXI LIGHTS, 26.9
 AB6859'M (88.3 FT) EAST OF THE RUNWAY CENTER, 0.7 M (2.3 FT) BELOW THE LEVEL
 AB6859'OF THE RUNWAY, AND 0.6 M (2.0 FT) NORTH OF A WITNESS POST.
 AB6859'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 AB6859'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  STATION IS AIRPORT SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6860 ***********************************************************************
 AB6860  SACS        -  This is a Secondary Airport Control Station.
 AB6860  DESIGNATION -  51R C
 AB6860  PID         -  AB6860
 AB6860  STATE/COUNTY-  TX/MADISON
 AB6860  USGS QUAD   -  MADISONVILLE (1963)
 AB6860
 AB6860                         *CURRENT SURVEY CONTROL
 AB6860  ___________________________________________________________________
 AB6860* NAD 83(1993)-  30 54 30.32450(N)    095 57 09.10106(W)     ADJUSTED  
 AB6860* NAVD 88     -        79.79   (meters)     261.8    (feet)  GPS OBS   
 AB6860  ___________________________________________________________________
 AB6860  X           -    -568,015.974 (meters)                     COMP
 AB6860  Y           -  -5,447,726.296 (meters)                     COMP
 AB6860  Z           -   3,257,213.747 (meters)                     COMP
 AB6860  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AB6860  ELLIP HEIGHT-          52.95  (meters)          (07/03/01) GPS OBS
 AB6860  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AB6860
 AB6860  HORZ ORDER  -  FIRST
 AB6860  ELLP ORDER  -  FIFTH     CLASS I
 AB6860
 AB6860.This mark is at Madisonville Muni (51R) Airport (51R)
 AB6860
 AB6860.The horizontal coordinates were established by GPS observations
 AB6860.and adjusted by the National Geodetic Survey in September 1996..
 AB6860
 AB6860.The orthometric height was determined by GPS observations and a
 AB6860.high-resolution geoid model.
 AB6860
 AB6860.GPS derived orthometric heights for airport stations designated as
 AB6860.PACS or SACS are published to 2 decimal places.  This maintains
 AB6860.centimeter relative accuracy between the PACS and SACS.  It does
 AB6860.not indicate centimeter accuracy relative to other marks which are
 AB6860.part of the NAVD 88 network.
 AB6860
 AB6860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6860
 AB6860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6860
 AB6860.The ellipsoidal height was determined by GPS observations
 AB6860.and is referenced to NAD 83.
 AB6860
 AB6860.The geoid height was determined by GEOID03.
 AB6860
 AB6860;                    North         East     Units Scale Factor Converg.
 AB6860;SPC TX C     - 3,145,898.904 1,118,627.661   MT  0.99988305   +2 15 22.9
 AB6860;SPC TX C     -10,321,169.99  3,670,030.92   sFT  0.99988305   +2 15 22.9
 AB6860;UTM  15      - 3,423,189.934   217,805.359   MT  1.00058244   -1 31 03.4
 AB6860;UTM  14      - 3,423,434.331   791,273.125   MT  1.00064668   +1 33 59.4
 AB6860
 AB6860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6860!SPC TX C     -   0.99999169  x   0.99988305  =   0.99987474
 AB6860!UTM  15      -   0.99999169  x   1.00058244  =   1.00057412
 AB6860!UTM  14      -   0.99999169  x   1.00064668  =   1.00063836
 AB6860
 AB6860                          SUPERSEDED SURVEY CONTROL
 AB6860
 AB6860  ELLIP H (09/13/96)   53.06   (m)                       GP(       ) 5 1
 AB6860
 AB6860.Superseded values are not recommended for survey control.
 AB6860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6860.See file dsdata.txt to determine how the superseded data were derived.
 AB6860
 AB6860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ1780523190(NAD 83)
 AB6860_MARKER: I = METAL ROD
 AB6860_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6860_STAMPING: 51R C 1995
 AB6860_MARK LOGO: NGS   
 AB6860_PROJECTION: FLUSH
 AB6860_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6860+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 AB6860_ROD/PIPE-DEPTH: 5.1  meters
 AB6860_SLEEVE-DEPTH  : 0.9 meters
 AB6860
 AB6860  HISTORY     - Date     Condition        Report By
 AB6860  HISTORY     - 1995     MONUMENTED       NGS
 AB6860  HISTORY     - 20040802 GOOD             WALLAC
 AB6860
 AB6860                          STATION DESCRIPTION
 AB6860
 AB6860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6860'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) SOUTHWEST OF THE
 AB6860'JUNCTION OF U.S.  HIGHWAYS 190 AND 75 IN MADISONVILLE, ALONG THE
 AB6860'SOUTHEAST SIDE OF THE TURN-AROUND AT RUNWAY END 36.  AIRPORT MANAGER
 AB6860'IS ROBERT YANDELL, PHONE 409-348-2740 (NO OFFICE AT AIRPORT) .  TO
 AB6860'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 190 AND 75 IN
 AB6860'MADISONVILLE, GO SOUTHWESTERLY 3.38 KM (2.10 MI) ON HIGHWAY 190 TO
 AB6860'FARM ROAD 1452.  TURN LEFT, SOUTH, 2.4 KM (1.50 MI) TO THE AIRPORT
 AB6860'ROAD ON THE RIGHT.  TURN RIGHT, WEST, 0.6 KM (0.35 MI) TO THE AIRPORT
 AB6860'GATE AT APRON.  PASS THROUGH GATE, WEST, 0.1 KM (0.05 MI) TO A TAXI.
 AB6860'TURN LEFT, SOUTH, 0.7 KM (0.45 MI) ALONG THE RUNWAY TO THE STATION ON
 AB6860'THE LEFT, IN LINE WITH THE RUNWAY END LIGHTS.  STATION IS 51.6 M
 AB6860'(169.3 FT) SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTH OF THE SOUTH END,
 AB6860'35.6 M (116.8 FT) EAST OF THE EXTENDED CENTER OF THE RUNWAY, 24.8 M
 AB6860'(81.4 FT) EAST OF THE EAST 1 OF 6 RUNWAY END LIGHTS, 1.3 M (4.3 FT)
 AB6860'ABOVE THE LEVEL OF THE RUNWAY, AND 0.8 M (2.6 FT) NORTH OF A WITNESS
 AB6860'POST.  NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB6860'SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  STATION IS AIRPORT
 AB6860'SACS.
 AB6860
 AB6860                          STATION RECOVERY (2004)
 AB6860
 AB6860'RECOVERY NOTE BY THE WALLACE GROUP INC 2004
 AB6860'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1857 ***********************************************************************
 BK1857  DESIGNATION -  52 ATSFRR
 BK1857  PID         -  BK1857
 BK1857  STATE/COUNTY-  TX/JASPER
 BK1857  USGS QUAD   -  KIRBYVILLE (1984)
 BK1857
 BK1857                         *CURRENT SURVEY CONTROL
 BK1857  ___________________________________________________________________
 BK1857* NAD 83(1986)-  30 39 15.     (N)    093 53 24.     (W)     SCALED    
 BK1857* NAVD 88     -        31.55   (+/-2cm)     103.5    (feet)  VERTCON   
 BK1857  ___________________________________________________________________
 BK1857  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BK1857
 BK1857  VERT ORDER  -  ? (See Below)
 BK1857
 BK1857.The horizontal coordinates were scaled from a topographic map and have
 BK1857.an estimated accuracy of +/- 6 seconds.
 BK1857
 BK1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1857.The vertical order pertains to the NGVD 29 superseded value.
 BK1857
 BK1857.The geoid height was determined by GEOID03.
 BK1857
 BK1857;                    North         East    Units  Estimated Accuracy
 BK1857;SPC TX C     - 3,127,350.    1,317,170.      MT  (+/- 180 meters Scaled)
 BK1857
 BK1857                          SUPERSEDED SURVEY CONTROL
 BK1857
 BK1857  NGVD 29 (??/??/??)   31.531  (m)          103.45   (f) ADJUSTED    ?  
 BK1857
 BK1857.Superseded values are not recommended for survey control.
 BK1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1857.See file dsdata.txt to determine how the superseded data were derived.
 BK1857
 BK1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP147916(NAD 83)
 BK1857_MARKER: X = CHISELED CROSS
 BK1857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1857_SP_SET: RAIL
 BK1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1857
 BK1857  HISTORY     - Date     Condition        Report By
 BK1857  HISTORY     - UNK      MONUMENTED       CGS
 BK1857  HISTORY     - 1932     GOOD             CGS
 BK1857  HISTORY     - 1934     GOOD             CGS
 BK1857  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1857  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1857
 BK1857                          STATION DESCRIPTION
 BK1857
 BK1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1857'0.5 MI S FROM KIRBYVILLE.
 BK1857'0.5 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1857'STATION AT KIRBYVILLE, JASPER COUNTY, AND ON THE TOP OF VERTICAL MILE
 BK1857'RAIL 52.  A CHISELED CROSS.
 BK1857
 BK1857                          STATION RECOVERY (1934)
 BK1857
 BK1857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1857'RECOVERED IN GOOD CONDITION.
 BK1857
 BK1857                          STATION RECOVERY (1978)
 BK1857
 BK1857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1857'MARK NOT FOUND.
 BK1857
 BK1857                          STATION RECOVERY (2004)
 BK1857
 BK1857'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0532 ***********************************************************************
 AH0532  DESIGNATION -  52 W USGS
 AH0532  PID         -  AH0532
 AH0532  STATE/COUNTY-  TX/KENEDY
 AH0532  USGS QUAD   -  TURCOTTE (1979)
 AH0532
 AH0532                         *CURRENT SURVEY CONTROL
 AH0532  ___________________________________________________________________
 AH0532* NAD 83(1986)-  27 00 24.     (N)    097 47 45.     (W)     SCALED    
 AH0532* NAVD 88     -        10.486  (meters)      34.40   (feet)  ADJUSTED  
 AH0532  ___________________________________________________________________
 AH0532  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AH0532  DYNAMIC HT  -          10.469 (meters)      34.35  (feet)  COMP
 AH0532  MODELED GRAV-     979,080.2   (mgal)                       NAVD 88
 AH0532
 AH0532  VERT ORDER  -  FIRST     CLASS II
 AH0532
 AH0532.The horizontal coordinates were scaled from a topographic map and have
 AH0532.an estimated accuracy of +/- 6 seconds.
 AH0532
 AH0532.The orthometric height was determined by differential leveling
 AH0532.and adjusted by the National Geodetic Survey in June 1991..
 AH0532
 AH0532.The geoid height was determined by GEOID03.
 AH0532
 AH0532.The dynamic height is computed by dividing the NAVD 88
 AH0532.geopotential number by the normal gravity value computed on the
 AH0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0532.degrees latitude (g = 980.6199 gals.).
 AH0532
 AH0532.The modeled gravity was interpolated from observed gravity values.
 AH0532
 AH0532;                    North         East    Units  Estimated Accuracy
 AH0532;SPC TX S     - 5,148,660.      369,880.      MT  (+/- 180 meters Scaled)
 AH0532
 AH0532                          SUPERSEDED SURVEY CONTROL
 AH0532
 AH0532  NGVD 29 (??/??/92)   10.569  (m)           34.68   (f) ADJ UNCH    1 2
 AH0532
 AH0532.Superseded values are not recommended for survey control.
 AH0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0532.See file dsdata.txt to determine how the superseded data were derived.
 AH0532
 AH0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ194877(NAD 83)
 AH0532_MARKER: P = PIPE CAP
 AH0532_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH0532_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AH0532_STAMPING: PRIM TRAV STA NO 52 W 34 1920
 AH0532_MARK LOGO: USGS  
 AH0532_PROJECTION: FLUSH
 AH0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0532_ROD/PIPE-DEPTH: 1000 meters
 AH0532
 AH0532  HISTORY     - Date     Condition        Report By
 AH0532  HISTORY     - 1920     MONUMENTED       USGS
 AH0532  HISTORY     - 1951     GOOD             NGS
 AH0532  HISTORY     - 1981     GOOD             NGS
 AH0532  HISTORY     - 1988     GOOD             USPSQD
 AH0532
 AH0532                          STATION DESCRIPTION
 AH0532
 AH0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0532'IN TURCOTTE.
 AH0532'AT TURCOTTE, 85 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM THE
 AH0532'STATION SIGN AT TURCOTTE, 50 FEET SOUTH OF THE CENTER LINE OF A ROAD
 AH0532'LEADING WEST, 45.5 FEET WEST OF THE WEST RAIL, 17 FEET SOUTHWEST OF
 AH0532'MILEPOST 82.20, 1.4 FEET EAST OF A WITNESS POST, RIVETED ON THE TOP OF
 AH0532'AN IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AH0532
 AH0532                          STATION RECOVERY (1981)
 AH0532
 AH0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0532'RECOVERED THIS DATE.  NOTE-24.7 KM (15.3 MI) SOUTH ALONG U.S. HIGHWAY
 AH0532'77 SOUTHBOUND FROM THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE
 AH0532'POST OFFICE IN SARITA.
 AH0532
 AH0532                          STATION RECOVERY (1988)
 AH0532
 AH0532'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0666 ***********************************************************************
 AX0666  DESIGNATION -  52.018
 AX0666  PID         -  AX0666
 AX0666  STATE/COUNTY-  TX/JACKSON
 AX0666  USGS QUAD   -  GANADO (1981)
 AX0666
 AX0666                         *CURRENT SURVEY CONTROL
 AX0666  ___________________________________________________________________
 AX0666* NAD 83(1986)-  29 01 30.     (N)    096 33 07.     (W)     SCALED    
 AX0666* NAVD 88     -        15.771  (meters)      51.74   (feet)  ADJUSTED  
 AX0666  ___________________________________________________________________
 AX0666  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0666  DYNAMIC HT  -          15.749 (meters)      51.67  (feet)  COMP
 AX0666  MODELED GRAV-     979,219.2   (mgal)                       NAVD 88
 AX0666
 AX0666  VERT ORDER  -  FIRST     CLASS I
 AX0666
 AX0666.The horizontal coordinates were scaled from a topographic map and have
 AX0666.an estimated accuracy of +/- 6 seconds.
 AX0666
 AX0666.The orthometric height was determined by differential leveling
 AX0666.and adjusted by the National Geodetic Survey in June 1991..
 AX0666
 AX0666.The geoid height was determined by GEOID03.
 AX0666
 AX0666.The dynamic height is computed by dividing the NAVD 88
 AX0666.geopotential number by the normal gravity value computed on the
 AX0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0666.degrees latitude (g = 980.6199 gals.).
 AX0666
 AX0666.The modeled gravity was interpolated from observed gravity values.
 AX0666
 AX0666;                    North         East    Units  Estimated Accuracy
 AX0666;SPC TXSC     - 4,134,560.      838,430.      MT  (+/- 180 meters Scaled)
 AX0666
 AX0666                          SUPERSEDED SURVEY CONTROL
 AX0666
 AX0666  NGVD 29 (12/23/87)   15.781  (m)           51.77   (f) ADJUSTED    1 1
 AX0666
 AX0666.Superseded values are not recommended for survey control.
 AX0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0666.See file dsdata.txt to determine how the superseded data were derived.
 AX0666
 AX0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT384132(NAD 83)
 AX0666_MARKER: DB = BENCH MARK DISK
 AX0666_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0666_SP_SET: BRIDGE WINGWALL
 AX0666_STAMPING: 52.018
 AX0666_MARK LOGO: BOR   
 AX0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0666+STABILITY: SURFACE MOTION
 AX0666
 AX0666  HISTORY     - Date     Condition        Report By
 AX0666  HISTORY     - 1976     MONUMENTED       BOR
 AX0666  HISTORY     - 1976     GOOD             NGS
 AX0666  HISTORY     - 1987     GOOD             NGS
 AX0666  HISTORY     - 19980725 GOOD             USPSQD
 AX0666
 AX0666                          STATION DESCRIPTION
 AX0666
 AX0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AX0666'2.5 MI SW FROM GANADO.
 AX0666'ABOUT 2.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD AND U.S.
 AX0666'HIGHWAY 59 FROM THE INTERSECTION OF STATE HIGHWAY 172 AT GANADO. AT A
 AX0666'CONCRETE RAILROAD BRIDGE OVER THE NAVIDAD RIVER.  SET IN THE TOP OF
 AX0666'THE NORTHEAST HEADWALL OF THE NORTHEAST BRIDGE ABUTMENT, 8.5 FEET
 AX0666'NORTHWEST OF THE NORTHEAST RAIL AND 0.5 FEET BELOW THE RAIL.
 AX0666
 AX0666                          STATION RECOVERY (1987)
 AX0666
 AX0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0666'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.45 KM (0.9
 AX0666'MI) SOUTHWEST ALONG HIGHWAY LOOP 522 FROM THE JUNCTION OF STATE
 AX0666'HIGHWAY 172 IN GANADO, THENCE 0.5 KM (0.31 MI) NORTHWEST ALONG AN
 AX0666'ACCESS ROAD TO US HIGHWAY 59, THENCE 2.49 KM (1.55 MI) SOUTHWEST ALONG
 AX0666'US HIGHWAY 59, IN TOP AND 0.3 METER (1.0 FT) NORTHWEST OF THE
 AX0666'SOUTHEAST END OF THE NORTHWEST WINGWALL OF THE NORTHEAST ABUTMENT OF A
 AX0666'SOUTHERN PACIFIC RAILROAD BRIDGE OVER THE NAVIDAD RIVER, 2.6 METER
 AX0666'(8.5 FT) NORTHWEST OF THE NORTHWEST RAIL.
 AX0666'THE MARK IS ABOVE LEVEL WITH THE RAILROAD BED.
 AX0666
 AX0666                          STATION RECOVERY (1998)
 AX0666
 AX0666'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0510 ***********************************************************************
 AB0510  DESIGNATION -  521 TXGS
 AB0510  PID         -  AB0510
 AB0510  STATE/COUNTY-  TX/WILLACY
 AB0510  USGS QUAD   -  WILLAMAR (1982)
 AB0510
 AB0510                         *CURRENT SURVEY CONTROL
 AB0510  ___________________________________________________________________
 AB0510* NAD 83(1986)-  26 29 20.     (N)    097 34 26.     (W)     SCALED    
 AB0510* NAVD 88     -         5.217  (meters)      17.12   (feet)  ADJUSTED  
 AB0510  ___________________________________________________________________
 AB0510  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AB0510  DYNAMIC HT  -           5.209 (meters)      17.09  (feet)  COMP
 AB0510  MODELED GRAV-     979,062.3   (mgal)                       NAVD 88
 AB0510
 AB0510  VERT ORDER  -  SECOND    CLASS 0
 AB0510
 AB0510.The horizontal coordinates were scaled from a topographic map and have
 AB0510.an estimated accuracy of +/- 6 seconds.
 AB0510
 AB0510.The orthometric height was determined by differential leveling
 AB0510.and adjusted by the National Geodetic Survey in June 1991..
 AB0510
 AB0510.The geoid height was determined by GEOID03.
 AB0510
 AB0510.The dynamic height is computed by dividing the NAVD 88
 AB0510.geopotential number by the normal gravity value computed on the
 AB0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0510.degrees latitude (g = 980.6199 gals.).
 AB0510
 AB0510.The modeled gravity was interpolated from observed gravity values.
 AB0510
 AB0510;                    North         East    Units  Estimated Accuracy
 AB0510;SPC TX S     - 5,091,440.      392,330.      MT  (+/- 180 meters Scaled)
 AB0510
 AB0510                          SUPERSEDED SURVEY CONTROL
 AB0510
 AB0510  NGVD 29 (??/??/92)    5.286  (m)           17.34   (f) ADJ UNCH    2 0
 AB0510
 AB0510.Superseded values are not recommended for survey control.
 AB0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0510.See file dsdata.txt to determine how the superseded data were derived.
 AB0510
 AB0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ421306(NAD 83)
 AB0510_MARKER: DB = BENCH MARK DISK
 AB0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0510_STAMPING: 521
 AB0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0510+STABILITY: SURFACE MOTION
 AB0510
 AB0510  HISTORY     - Date     Condition        Report By
 AB0510  HISTORY     - UNK      MONUMENTED       CGS
 AB0510  HISTORY     - 1942     GOOD             NGS
 AB0510  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0510
 AB0510                          STATION DESCRIPTION
 AB0510
 AB0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0510'13.8 MI E FROM RAYMONDVILLE.
 AB0510'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0510'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0510'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0510'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0510'ROAD INTERSECTION, TURN EASTERLY (RIGHT) AND GO 1.8 MILES TO A
 AB0510'DIVISION FENCE CORNER AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2
 AB0510'MILE WEST OF THE ENTRANCE TO THE SAUZ RANCH, 36.0 FEET NORTH OF AND
 AB0510'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 6.0 FEET
 AB0510'SOUTHWEST OF THE DIVISION FENCE CORNER, 4.0 FEET SOUTH OF THE
 AB0510'RIGHT-OF-WAY FENCE AND 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER
 AB0510'POST.  MONUMENT PROJECTS 0.4 FOOT.
 AB0510
 AB0510                          STATION RECOVERY (1988)
 AB0510
 AB0510'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2217 ***********************************************************************
 AN2217  DESIGNATION -  523 PLUS 230
 AN2217  PID         -  AN2217
 AN2217  STATE/COUNTY-  TX/MATAGORDA
 AN2217  USGS QUAD   -  PALACIOS POINT (1973)
 AN2217
 AN2217                         *CURRENT SURVEY CONTROL
 AN2217  ___________________________________________________________________
 AN2217* NAD 83(1993)-  28 36 51.82604(N)    096 09 14.50460(W)     ADJUSTED  
 AN2217* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2217  ___________________________________________________________________
 AN2217  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AN2217  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AN2217
 AN2217  HORZ ORDER  -  THIRD
 AN2217
 AN2217.The horizontal coordinates were established by classical geodetic methods
 AN2217.and adjusted by the National Geodetic Survey in February 1996..
 AN2217
 AN2217.The orthometric height was scaled from a topographic map.
 AN2217
 AN2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2217
 AN2217.The geoid height was determined by GEOID03.
 AN2217
 AN2217;                    North         East     Units Scale Factor Converg.
 AN2217;SPC TXSC     - 4,089,950.929   878,287.524   MT  0.99994170   +1 23 39.4
 AN2217;SPC TXSC     -13,418,447.34  2,881,514.98   sFT  0.99994170   +1 23 39.4
 AN2217;UTM  14      - 3,168,576.918   778,282.268   MT  1.00055582   +1 21 49.9
 AN2217
 AN2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2217!SPC TXSC     -   1.00000405  x   0.99994170  =   0.99994575
 AN2217!UTM  14      -   1.00000405  x   1.00055582  =   1.00055987
 AN2217
 AN2217                          SUPERSEDED SURVEY CONTROL
 AN2217
 AN2217  NAD 83(1986)-  28 36 51.83319(N)    096 09 14.48554(W) AD(       ) 3
 AN2217  NAD 27      -  28 36 50.85300(N)    096 09 13.60300(W) AD(       ) 3
 AN2217
 AN2217.Superseded values are not recommended for survey control.
 AN2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2217.See file dsdata.txt to determine how the superseded data were derived.
 AN2217
 AN2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7828268577(NAD 83)
 AN2217_MARKER: I = METAL ROD
 AN2217_SETTING: 0 = UNSPECIFIED SETTING
 AN2217
 AN2217  HISTORY     - Date     Condition        Report By
 AN2217  HISTORY     - 1934     MONUMENTED       CGS
 AN2217  HISTORY     - 1947     GOOD             CGS
 AN2217  HISTORY     - 1969     MARK NOT FOUND   CGS
 AN2217
 AN2217                          STATION DESCRIPTION
 AN2217
 AN2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2217'STATION IS LOCATED ABOUT 7-1/2 MILES S FROM COLLEGEPORT, ON THE N
 AN2217'SHORE OF MATAGORDA BAY, IN THE MARSH.  IT IS ABOUT 200 METERS W
 AN2217'FROM THE EXTREME E END OF OYSTER LAKE, 50 METERS SE FROM S
 AN2217'SHORE OF OYSTER LAKE, AND 450 METERS NW FROM BAY SHORE.
 AN2217'
 AN2217'STATION IS MARKED BY AN 8-INCH TILE FILLED WITH CONCRETE
 AN2217'WITH FLANGED BRASS PIPE CENTER.
 AN2217'
 AN2217'NO REFERENCE MARK WAS SET.
 AN2217'
 AN2217'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2217'EAST END OF SMALL MOTT OF SALT CEDARS ON BAY SHORE (450 METERS),
 AN2217'174 DEG.  WATER TANK AT CAMP HULEN, 305 DEG.  AND MUNICIPAL
 AN2217'WATER TANK AT PALACIOS, 315 DEG.
 AN2217'
 AN2217'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 AN2217
 AN2217                          STATION RECOVERY (1947)
 AN2217
 AN2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2217'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE N
 AN2217'BANK OF THE INTRACOASTAL CANAL, ABOUT 40 FEET N OF THE CANAL,
 AN2217'AND 500 FEET E OF THE POINT FORMED BY THE CANAL AND OYSTER LAKE.
 AN2217'STATION IS 8 INCHES UNDERGROUND, BUT IS WITNESSED BY FOUR
 AN2217'STAKES DRIVEN INTO THE GROUND AROUND THE STATION.
 AN2217
 AN2217                          STATION RECOVERY (1969)
 AN2217
 AN2217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2217'THE STATION SITE WAS VISITED ON TWO DIFFERENT DAYS AND THE
 AN2217'STATION COULD NOT BE FOUND.  A U.S.E. 2 INCH WOOD POST WITH
 AN2217'NUMBERS 523 + 200 WAS FOUND AND THE MARK WAS SEARCHED FOR
 AN2217'USING THIS AS A REFERENCE.  THIS IS U.S.E. STATION 523 AND
 AN2217'IS OFFSET 200 FEET FROM THE CENTERLINE OF THE CANAL.  THE
 AN2217'CANAL WAS PROBABLY ONLY 180 FEET WIDE ORIGINALLY AND NOW IS
 AN2217'NEARLY 400 FEET WIDE.  THIS INDICATES THAT THE BANK HAS ERODED
 AN2217'ALMOST 100 FEET AND THE STATION IS DESTROYED, HOWEVER IT
 AN2217'COULD STILL EXIST UNDER THE MUDDY SURFACE OF THE MARSH.
 AN2217'
 AN2217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 AN2217'SOUTH-SOUTHEAST OF PALACIOS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0387 ***********************************************************************
 AB0387  DESIGNATION -  523 TXGS
 AB0387  PID         -  AB0387
 AB0387  STATE/COUNTY-  TX/WILLACY
 AB0387  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0387
 AB0387                         *CURRENT SURVEY CONTROL
 AB0387  ___________________________________________________________________
 AB0387* NAD 83(1986)-  26 27 35.     (N)    097 47 09.     (W)     SCALED    
 AB0387* NAVD 88     -        10.665  (meters)      34.99   (feet)  ADJUSTED  
 AB0387  ___________________________________________________________________
 AB0387  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AB0387  DYNAMIC HT  -          10.647 (meters)      34.93  (feet)  COMP
 AB0387  MODELED GRAV-     979,045.2   (mgal)                       NAVD 88
 AB0387
 AB0387  VERT ORDER  -  FIRST     CLASS II
 AB0387
 AB0387.The horizontal coordinates were scaled from a topographic map and have
 AB0387.an estimated accuracy of +/- 6 seconds.
 AB0387
 AB0387.The orthometric height was determined by differential leveling
 AB0387.and adjusted by the National Geodetic Survey in June 1991..
 AB0387
 AB0387.The geoid height was determined by GEOID03.
 AB0387
 AB0387.The dynamic height is computed by dividing the NAVD 88
 AB0387.geopotential number by the normal gravity value computed on the
 AB0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0387.degrees latitude (g = 980.6199 gals.).
 AB0387
 AB0387.The modeled gravity was interpolated from observed gravity values.
 AB0387
 AB0387;                    North         East    Units  Estimated Accuracy
 AB0387;SPC TX S     - 5,088,070.      371,220.      MT  (+/- 180 meters Scaled)
 AB0387
 AB0387                          SUPERSEDED SURVEY CONTROL
 AB0387
 AB0387.No superseded survey control is available for this station.
 AB0387
 AB0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ210271(NAD 83)
 AB0387_MARKER: DB = BENCH MARK DISK
 AB0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0387_STAMPING: 523
 AB0387_MARK LOGO: TXGS  
 AB0387_PROJECTION: RECESSED 6 CENTIMETERS
 AB0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0387+STABILITY: SURFACE MOTION
 AB0387
 AB0387  HISTORY     - Date     Condition        Report By
 AB0387  HISTORY     - UNK      MONUMENTED       CGS
 AB0387  HISTORY     - 1951     GOOD             NGS
 AB0387  HISTORY     - 1981     GOOD             NGS
 AB0387  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0387
 AB0387                          STATION DESCRIPTION
 AB0387
 AB0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0387'1.5 MI S FROM RAYMONDVILLE.
 AB0387'1.5 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0387'FROM THE STATION AT RAYMONDVILLE, AT A ROAD CROSSING, 202 FEET
 AB0387'NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF THE
 AB0387'RAYMONDVILLE MUNICIPAL GOLF COURSE CLUBHOUSE, 43 FEET EAST OF THE EAST
 AB0387'RAIL, 47 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 45 FEET
 AB0387'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 5.6 FEET EAST OF A
 AB0387'TELEGRAPH POLE, 2.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AB0387'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- NOW
 AB0387'THE SOUTHERN PACIFIC LINES.
 AB0387
 AB0387                          STATION RECOVERY (1981)
 AB0387
 AB0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0387'2.6 KM (1.6 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB0387'OF STATE HIGHWAY 186 IN RAYMONDVILLE, AT A GRAVEL CROSSROAD,
 AB0387'61.5 METERS (202.0 FT) NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE
 AB0387'NORTHWEST CORNER OF THE RAYMONDVILLE MUNICIPAL GOLF COURSE CLUB HOUSE,
 AB0387'14.6 METERS (48.0 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 77,
 AB0387'13.7 METERS (45.0 FT) NORTH OF THE CENTERLINE OF AN EAST AND WEST ROAD
 AB0387'1.7 METERS (5.5 FT) EAST OF A TELEPHONE POLE.
 AB0387'THE MARK IS 1.8 METERS  SE FROM A WITNESS POST.
 AB0387'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB0387
 AB0387                          STATION RECOVERY (1988)
 AB0387
 AB0387'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2103 ***********************************************************************
 AW2103  DESIGNATION -  5250 0216
 AW2103  PID         -  AW2103
 AW2103  STATE/COUNTY-  TX/HARRIS
 AW2103  USGS QUAD   -  ALMEDA (1995)
 AW2103
 AW2103                         *CURRENT SURVEY CONTROL
 AW2103  ___________________________________________________________________
 AW2103* NAD 83(1986)-  29 36 21.     (N)    095 27 02.     (W)     SCALED    
 AW2103* NAVD 88     -        18.467  (meters)      60.59   (feet)  ADJUSTED  
 AW2103  ___________________________________________________________________
 AW2103  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW2103  DYNAMIC HT  -          18.442 (meters)      60.51  (feet)  COMP
 AW2103  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 AW2103
 AW2103  VERT ORDER  -  FIRST     CLASS II
 AW2103
 AW2103.The horizontal coordinates were scaled from a topographic map and have
 AW2103.an estimated accuracy of +/- 6 seconds.
 AW2103
 AW2103.The orthometric height was determined by differential leveling
 AW2103.and adjusted by the National Geodetic Survey in June 1991..
 AW2103
 AW2103.The geoid height was determined by GEOID03.
 AW2103
 AW2103.The dynamic height is computed by dividing the NAVD 88
 AW2103.geopotential number by the normal gravity value computed on the
 AW2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2103.degrees latitude (g = 980.6199 gals.).
 AW2103
 AW2103.The modeled gravity was interpolated from observed gravity values.
 AW2103
 AW2103;                    North         East    Units  Estimated Accuracy
 AW2103;SPC TXSC     - 4,201,660.      943,720.      MT  (+/- 180 meters Scaled)
 AW2103
 AW2103                          SUPERSEDED SURVEY CONTROL
 AW2103
 AW2103  NGVD 29 (12/23/87)   18.463  (m)           60.57   (f) ADJUSTED    1 2
 AW2103
 AW2103.Superseded values are not recommended for survey control.
 AW2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2103.See file dsdata.txt to determine how the superseded data were derived.
 AW2103
 AW2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN626776(NAD 83)
 AW2103_MARKER: DD = SURVEY DISK
 AW2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2103_SP_SET: CONCRETE POST
 AW2103_STAMPING: 5250 0216
 AW2103_MARK LOGO: TX3280
 AW2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2103+STABILITY: SURFACE MOTION
 AW2103
 AW2103  HISTORY     - Date     Condition        Report By
 AW2103  HISTORY     - UNK      MONUMENTED       TX3280
 AW2103  HISTORY     - 1973     GOOD             NGS
 AW2103  HISTORY     - 1978     GOOD             NGS
 AW2103  HISTORY     - 1986     GOOD             NGS
 AW2103  HISTORY     - 19900805 GOOD             USPSQD
 AW2103  HISTORY     - 19970823 GOOD             USPSQD
 AW2103  HISTORY     - 20040218 GOOD             USPSQD
 AW2103
 AW2103                          STATION DESCRIPTION
 AW2103
 AW2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2103'1.75 MI W FROM ALMEDA.
 AW2103'1.75 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2103'288 AT ALMEDA, AT THE SOUTHEAST CORNER OF THE JUNCTION OF CAMPDEN HILL
 AW2103'STREET, 36 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET
 AW2103'EAST OF THE EAST CURB OF THE STREET, 4 FEET NORTHWEST OF THE CENTER OF
 AW2103'A FIRE HYDRANT, 11 FEET SOUTH-SOUTHWEST OF A REFERENCE MARK IN
 AW2103'TELEPHONE POLE 4813, 5.5 FEET WEST OF THE CENTER OF 8-INCH MAN HOLE
 AW2103'COVER TO A WATER VALVE, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN
 AW2103'THE TOP OF A CONCRETE POST 0.6 FOOT UNDERGROUND.
 AW2103
 AW2103                          STATION RECOVERY (1978)
 AW2103
 AW2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2103'RECOVERED IN GOOD CONDITION.
 AW2103
 AW2103                          STATION RECOVERY (1986)
 AW2103
 AW2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2103'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2103'HIGHWAY 288 IS NOW ROAD FM 521.
 AW2103
 AW2103                          STATION RECOVERY (1990)
 AW2103
 AW2103'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2103'RECOVERED IN GOOD CONDITION.
 AW2103
 AW2103                          STATION RECOVERY (1997)
 AW2103
 AW2103'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2103'RECOVERED IN GOOD CONDITION.
 AW2103
 AW2103                          STATION RECOVERY (2004)
 AW2103
 AW2103'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2099 ***********************************************************************
 AW2099  DESIGNATION -  5251 0501
 AW2099  PID         -  AW2099
 AW2099  STATE/COUNTY-  TX/HARRIS
 AW2099  USGS QUAD   -  ALMEDA (1995)
 AW2099
 AW2099                         *CURRENT SURVEY CONTROL
 AW2099  ___________________________________________________________________
 AW2099* NAD 83(1986)-  29 36 22.     (N)    095 26 46.     (W)     SCALED    
 AW2099* NAVD 88     -        18.63   (+/-2cm)      61.1    (feet)  VERTCON   
 AW2099  ___________________________________________________________________
 AW2099  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW2099
 AW2099  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2099
 AW2099.The horizontal coordinates were scaled from a topographic map and have
 AW2099.an estimated accuracy of +/- 6 seconds.
 AW2099
 AW2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2099.The vertical order pertains to the NGVD 29 superseded value.
 AW2099
 AW2099.The geoid height was determined by GEOID03.
 AW2099
 AW2099;                    North         East    Units  Estimated Accuracy
 AW2099;SPC TXSC     - 4,201,700.      944,150.      MT  (+/- 180 meters Scaled)
 AW2099
 AW2099                          SUPERSEDED SURVEY CONTROL
 AW2099
 AW2099  NGVD 29 (04/06/79)   18.625  (m)           61.11   (f) ADJUSTED    1 2
 AW2099
 AW2099.Superseded values are not recommended for survey control.
 AW2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2099.See file dsdata.txt to determine how the superseded data were derived.
 AW2099
 AW2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN631776(NAD 83)
 AW2099_MARKER: DD = SURVEY DISK
 AW2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2099_STAMPING: 5251 0501
 AW2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2099+STABILITY: SURFACE MOTION
 AW2099
 AW2099  HISTORY     - Date     Condition        Report By
 AW2099  HISTORY     - UNK      MONUMENTED       TX3280
 AW2099  HISTORY     - 1973     GOOD             NGS
 AW2099  HISTORY     - 1978     GOOD             NGS
 AW2099  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2099
 AW2099                          STATION DESCRIPTION
 AW2099
 AW2099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2099'1.4 MI W FROM ALMEDA.
 AW2099'1.4 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2099'288 AT ALMEDA, AT THE NORTHEAST CORNER OF THE JUNCTION OF HIRAM CLARKE
 AW2099'STREET, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.4 FEET EAST OF
 AW2099'THE EAST CURB OF THE STREET, 8.1 FEET WEST-NORTHWEST OF POWER POLE
 AW2099'30160 BEARING A STREET LIGHT AND NAIL AND WASHER FOR A REFERENCE POINT
 AW2099'FOR THE MARK, 2.4 FEET WEST OF THE WEST EDGE OF THE EAST SIDEWALK,
 AW2099'ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AW2099'POST 0.3 FOOT UNDERGROUND.
 AW2099
 AW2099                          STATION RECOVERY (1978)
 AW2099
 AW2099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2099'RECOVERED IN GOOD CONDITION.
 AW2099
 AW2099                          STATION RECOVERY (1986)
 AW2099
 AW2099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2099'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2222 ***********************************************************************
 AW2222  DESIGNATION -  5251 0601 C OF H
 AW2222  PID         -  AW2222
 AW2222  STATE/COUNTY-  TX/HARRIS
 AW2222  USGS QUAD   -  ALMEDA (1995)
 AW2222
 AW2222                         *CURRENT SURVEY CONTROL
 AW2222  ___________________________________________________________________
 AW2222* NAD 83(1986)-  29 36 23.     (N)    095 26 33.     (W)     SCALED    
 AW2222* NAVD 88     -        18.47   (+/-2cm)      60.6    (feet)  VERTCON   
 AW2222  ___________________________________________________________________
 AW2222  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2222
 AW2222  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2222
 AW2222.The horizontal coordinates were scaled from a topographic map and have
 AW2222.an estimated accuracy of +/- 6 seconds.
 AW2222
 AW2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2222.The vertical order pertains to the NGVD 29 superseded value.
 AW2222
 AW2222.The geoid height was determined by GEOID03.
 AW2222
 AW2222;                    North         East    Units  Estimated Accuracy
 AW2222;SPC TXSC     - 4,201,740.      944,500.      MT  (+/- 180 meters Scaled)
 AW2222
 AW2222                          SUPERSEDED SURVEY CONTROL
 AW2222
 AW2222  NGVD 29 (??/??/92)   18.470  (m)           60.60   (f) ADJ UNCH    1 2
 AW2222
 AW2222.Superseded values are not recommended for survey control.
 AW2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2222.See file dsdata.txt to determine how the superseded data were derived.
 AW2222
 AW2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN634776(NAD 83)
 AW2222_MARKER: DD = SURVEY DISK
 AW2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2222_STAMPING: 5251 0601
 AW2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2222+STABILITY: SURFACE MOTION
 AW2222
 AW2222  HISTORY     - Date     Condition        Report By
 AW2222  HISTORY     - UNK      MONUMENTED       TX3280
 AW2222  HISTORY     - 1973     GOOD             NGS
 AW2222  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2222  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2222  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2222
 AW2222                          STATION DESCRIPTION
 AW2222
 AW2222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2222'1.2 MI W FROM ALMEDA.
 AW2222'1.2 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2222'288 AT ALMEDA, AT THE NORTHEAST CORNER OF THE JUNCTION OF NUWWOD
 AW2222'STREET, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18 1/2 FEET EAST
 AW2222'OF THE CENTER LINE OF THE STREET, 10 1/2 FEET SOUTH OF THE CENTER OF A
 AW2222'FIRE HYDRANT, 7 1/2 FEET SOUTHWEST OF POWER POLE 30161 BEARING A
 AW2222'STREET LIGHT, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 AW2222'TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 AW2222
 AW2222                          STATION RECOVERY (1978)
 AW2222
 AW2222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2222'NOT RECOVERED.
 AW2222
 AW2222                          STATION RECOVERY (1997)
 AW2222
 AW2222'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2222'MARK NOT FOUND.
 AW2222
 AW2222                          STATION RECOVERY (2004)
 AW2222
 AW2222'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2221 ***********************************************************************
 AW2221  DESIGNATION -  5251 0801 C OF H
 AW2221  PID         -  AW2221
 AW2221  STATE/COUNTY-  TX/HARRIS
 AW2221  USGS QUAD   -  ALMEDA (1995)
 AW2221
 AW2221                         *CURRENT SURVEY CONTROL
 AW2221  ___________________________________________________________________
 AW2221* NAD 83(1986)-  29 36 22.     (N)    095 26 18.     (W)     SCALED    
 AW2221* NAVD 88     -        17.63   (+/-2cm)      57.8    (feet)  VERTCON   
 AW2221  ___________________________________________________________________
 AW2221  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2221
 AW2221  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2221
 AW2221.The horizontal coordinates were scaled from a topographic map and have
 AW2221.an estimated accuracy of +/- 6 seconds.
 AW2221
 AW2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2221.The vertical order pertains to the NGVD 29 superseded value.
 AW2221
 AW2221.The geoid height was determined by GEOID03.
 AW2221
 AW2221;                    North         East    Units  Estimated Accuracy
 AW2221;SPC TXSC     - 4,201,720.      944,900.      MT  (+/- 180 meters Scaled)
 AW2221
 AW2221                          SUPERSEDED SURVEY CONTROL
 AW2221
 AW2221  NGVD 29 (??/??/92)   17.625  (m)           57.82   (f) ADJ UNCH    1 2
 AW2221
 AW2221.Superseded values are not recommended for survey control.
 AW2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2221.See file dsdata.txt to determine how the superseded data were derived.
 AW2221
 AW2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN638776(NAD 83)
 AW2221_MARKER: DD = SURVEY DISK
 AW2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2221_STAMPING: 5251 0801
 AW2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2221+STABILITY: SURFACE MOTION
 AW2221
 AW2221  HISTORY     - Date     Condition        Report By
 AW2221  HISTORY     - UNK      MONUMENTED       TX3280
 AW2221  HISTORY     - 1973     GOOD             NGS
 AW2221  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2221  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2221  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2221
 AW2221                          STATION DESCRIPTION
 AW2221
 AW2221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2221'0.95 MI W FROM ALMEDA.
 AW2221'0.95 MILE WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2221'288 AT ALMEDA, AT THE JUNCTION OF WHITE HEATHER STREET, 12 1/2 FEET
 AW2221'SOUTH OF THE CENTER LINE OF THE ROAD, 10 FEET EAST OF THE EXTENDED
 AW2221'CENTER LINE OF THE STREET, 62.6 FEET SOUTHEAST AND ACROSS THE ROAD
 AW2221'FROM A REFERENCE POINT WHICH IS IN A T JUNCTION POWER POLE, 42.5 FEET
 AW2221'EAST-NORTHEAST OF A T JUNCTION FENCE POST, 15.5 FEET NORTH OF A FENCE,
 AW2221'2.2 FEET SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF THE ROAD, ABOUT
 AW2221'1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW2221'0.5 FOOT UNDERGROUND.
 AW2221
 AW2221                          STATION RECOVERY (1978)
 AW2221
 AW2221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2221'NOT RECOVERED.  NOTE=THIS MARK IS NOW UNDER THE PAVEMENT OF A DRIVE-
 AW2221'WAY OF SOUTHERN BELL TELEPHONE COMPANY.
 AW2221
 AW2221                          STATION RECOVERY (1997)
 AW2221
 AW2221'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2221'MARK NOT FOUND.
 AW2221
 AW2221                          STATION RECOVERY (2004)
 AW2221
 AW2221'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2220 ***********************************************************************
 AW2220  DESIGNATION -  5251 0901 C OF H
 AW2220  PID         -  AW2220
 AW2220  STATE/COUNTY-  TX/HARRIS
 AW2220  USGS QUAD   -  ALMEDA (1995)
 AW2220
 AW2220                         *CURRENT SURVEY CONTROL
 AW2220  ___________________________________________________________________
 AW2220* NAD 83(1986)-  29 36 23.     (N)    095 26 05.     (W)     SCALED    
 AW2220* NAVD 88     -        16.94   (+/-2cm)      55.6    (feet)  VERTCON   
 AW2220  ___________________________________________________________________
 AW2220  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2220
 AW2220  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2220
 AW2220.The horizontal coordinates were scaled from a topographic map and have
 AW2220.an estimated accuracy of +/- 6 seconds.
 AW2220
 AW2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2220.The vertical order pertains to the NGVD 29 superseded value.
 AW2220
 AW2220.The geoid height was determined by GEOID03.
 AW2220
 AW2220;                    North         East    Units  Estimated Accuracy
 AW2220;SPC TXSC     - 4,201,770.      945,250.      MT  (+/- 180 meters Scaled)
 AW2220
 AW2220                          SUPERSEDED SURVEY CONTROL
 AW2220
 AW2220  NGVD 29 (??/??/92)   16.938  (m)           55.57   (f) ADJ UNCH    1 2
 AW2220
 AW2220.Superseded values are not recommended for survey control.
 AW2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2220.See file dsdata.txt to determine how the superseded data were derived.
 AW2220
 AW2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN642776(NAD 83)
 AW2220_MARKER: DD = SURVEY DISK
 AW2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2220_STAMPING: 5251 0901
 AW2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2220+STABILITY: SURFACE MOTION
 AW2220
 AW2220  HISTORY     - Date     Condition        Report By
 AW2220  HISTORY     - UNK      MONUMENTED       TX3280
 AW2220  HISTORY     - 1973     GOOD             NGS
 AW2220  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2220  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2220  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2220
 AW2220                          STATION DESCRIPTION
 AW2220
 AW2220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2220'0.7 MI W FROM ALMEDA.
 AW2220'0.7 MILE WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2220'288 AT ALMEDA, AT THE NORTHWEST CORNER OF THE JUNCTION OF BATHURST
 AW2220'STREET, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 36 1/2 FEET
 AW2220'WEST OF THE CENTER LINE OF THE STREET, 22.4 FEET SOUTH-SOUTHWEST OF
 AW2220'THE CENTER OF A FIRE HYDRANT, 8 FEET SOUTHWEST OF THE CENTER OF THE
 AW2220'WEST END OF AN 18-INCH PIPE CULVERT, 5.4 FEET NORTH OF THE NORTH EDGE
 AW2220'OF THE PAVEMENT OF THE ROAD, 49.5 FEET NORTH-NORTHEAST OF AND ACROSS
 AW2220'THE ROAD FROM A REFERENCE MARK WHICH IS A NAIL AND WASHER IN A
 AW2220'TELEPHONE POLE, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE
 AW2220'TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 AW2220
 AW2220                          STATION RECOVERY (1978)
 AW2220
 AW2220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2220'NOT RECOVERED.  NOTE=THERE HAS BEEN ROAD AND DITCH WORK AT THIS
 AW2220'LOCATION.
 AW2220
 AW2220                          STATION RECOVERY (1997)
 AW2220
 AW2220'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2220'MARK NOT FOUND.
 AW2220
 AW2220                          STATION RECOVERY (2004)
 AW2220
 AW2220'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2219 ***********************************************************************
 AW2219  DESIGNATION -  5251 1101 C OF H
 AW2219  PID         -  AW2219
 AW2219  STATE/COUNTY-  TX/HARRIS
 AW2219  USGS QUAD   -  ALMEDA (1995)
 AW2219
 AW2219                         *CURRENT SURVEY CONTROL
 AW2219  ___________________________________________________________________
 AW2219* NAD 83(1986)-  29 36 22.     (N)    095 25 47.     (W)     SCALED    
 AW2219* NAVD 88     -        16.77   (+/-2cm)      55.0    (feet)  VERTCON   
 AW2219  ___________________________________________________________________
 AW2219  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2219
 AW2219  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2219
 AW2219.The horizontal coordinates were scaled from a topographic map and have
 AW2219.an estimated accuracy of +/- 6 seconds.
 AW2219
 AW2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2219.The vertical order pertains to the NGVD 29 superseded value.
 AW2219
 AW2219.The geoid height was determined by GEOID03.
 AW2219
 AW2219;                    North         East    Units  Estimated Accuracy
 AW2219;SPC TXSC     - 4,201,750.      945,740.      MT  (+/- 180 meters Scaled)
 AW2219
 AW2219                          SUPERSEDED SURVEY CONTROL
 AW2219
 AW2219  NGVD 29 (??/??/92)   16.767  (m)           55.01   (f) ADJ UNCH    1 2
 AW2219
 AW2219.Superseded values are not recommended for survey control.
 AW2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2219.See file dsdata.txt to determine how the superseded data were derived.
 AW2219
 AW2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN647776(NAD 83)
 AW2219_MARKER: DD = SURVEY DISK
 AW2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2219_STAMPING: 5251 1101
 AW2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2219+STABILITY: SURFACE MOTION
 AW2219
 AW2219  HISTORY     - Date     Condition        Report By
 AW2219  HISTORY     - UNK      MONUMENTED       TX3280
 AW2219  HISTORY     - 1973     GOOD             NGS
 AW2219  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2219  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2219  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2219
 AW2219                          STATION DESCRIPTION
 AW2219
 AW2219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2219'0.4 MI W FROM ALMEDA.
 AW2219'0.4 MILE WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2219'288 AT ALMEDA, 12 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 229
 AW2219'FEET WEST OF THE CENTER LINE OF ALMEECE, 2.1 FEET SOUTH OF THE SOUTH
 AW2219'EDGE OF THE PAVEMENT OF THE ROAD, 5.5 FEET EAST OF THE EAST END OF THE
 AW2219'SOUTH CONCRETE HEADWALL OF A 6- BY 8-FOOT CONCRETE BOX CULVERT, ABOUT
 AW2219'1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW2219'0.5 FOOT UNDERGROUND.
 AW2219
 AW2219                          STATION RECOVERY (1978)
 AW2219
 AW2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2219'NOT RECOVERED.  NOTE=THE ROAD HAS BEEN WIDENED AND DITCH WORK IS
 AW2219'IN PROGRESS AT DESCRIBED LOCATION.
 AW2219
 AW2219                          STATION RECOVERY (1997)
 AW2219
 AW2219'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2219'MARK NOT FOUND.
 AW2219
 AW2219                          STATION RECOVERY (2004)
 AW2219
 AW2219'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2218 ***********************************************************************
 AW2218  DESIGNATION -  5251 1201 C OF H
 AW2218  PID         -  AW2218
 AW2218  STATE/COUNTY-  TX/HARRIS
 AW2218  USGS QUAD   -  ALMEDA (1995)
 AW2218
 AW2218                         *CURRENT SURVEY CONTROL
 AW2218  ___________________________________________________________________
 AW2218* NAD 83(1986)-  29 36 23.     (N)    095 25 34.     (W)     SCALED    
 AW2218* NAVD 88     -        17.14   (+/-2cm)      56.2    (feet)  VERTCON   
 AW2218  ___________________________________________________________________
 AW2218  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW2218
 AW2218  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2218
 AW2218.The horizontal coordinates were scaled from a topographic map and have
 AW2218.an estimated accuracy of +/- 6 seconds.
 AW2218
 AW2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2218.The vertical order pertains to the NGVD 29 superseded value.
 AW2218
 AW2218.The geoid height was determined by GEOID03.
 AW2218
 AW2218;                    North         East    Units  Estimated Accuracy
 AW2218;SPC TXSC     - 4,201,790.      946,090.      MT  (+/- 180 meters Scaled)
 AW2218
 AW2218                          SUPERSEDED SURVEY CONTROL
 AW2218
 AW2218  NGVD 29 (??/??/92)   17.134  (m)           56.21   (f) ADJ UNCH    1 2
 AW2218
 AW2218.Superseded values are not recommended for survey control.
 AW2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2218.See file dsdata.txt to determine how the superseded data were derived.
 AW2218
 AW2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN650776(NAD 83)
 AW2218_MARKER: DD = SURVEY DISK
 AW2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2218_STAMPING: 5251 1201
 AW2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2218+STABILITY: SURFACE MOTION
 AW2218
 AW2218  HISTORY     - Date     Condition        Report By
 AW2218  HISTORY     - UNK      MONUMENTED       TX3280
 AW2218  HISTORY     - 1973     GOOD             NGS
 AW2218  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2218  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2218  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2218
 AW2218                          STATION DESCRIPTION
 AW2218
 AW2218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2218'0.2 MI W FROM ALMEDA.
 AW2218'0.2 MILE WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2218'288 (ALMEDA ROAD), AT THE JUNCTION OF INSLEY, 12 FEET NORTH OF THE
 AW2218'CENTER LINE OF THE ROAD, 35 1/2 FEET WEST OF THE CENTER LINE OF
 AW2218'INSLEY, 68.50 FEET NORTH AND ACROSS THE ROAD FROM A REFERENCE MARK
 AW2218'WHICH IS A NAIL AND WASHER IN A TELEPHONE POLE, 22.7 FEET
 AW2218'WEST-SOUTHWEST OF THE CENTER OF THE WEST END OF A 36-INCH PIPE
 AW2218'CULVERT, 18 1/2 FEET SOUTH-SOUTHWEST OF A POWER POLE, 2.3 FEET NORTH
 AW2218'OF THE NORTH EDGE OF THE ASPHALT PAVEMENT OF A ROAD, 28.0 FEET
 AW2218'SOUTHWEST OF THE CENTER OF A FIRE HYDRANT, ABOUT 1/2 FOOT LOWER THAN
 AW2218'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 0.5 FOOT UNDERGROUND.
 AW2218
 AW2218                          STATION RECOVERY (1978)
 AW2218
 AW2218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2218'NOT RECOVERED.  NOTE=THERE HAS BEEN DITCH WORK AT THIS LOCATION.
 AW2218
 AW2218                          STATION RECOVERY (1997)
 AW2218
 AW2218'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2218'MARK NOT FOUND.
 AW2218
 AW2218                          STATION RECOVERY (2004)
 AW2218
 AW2218'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2091 ***********************************************************************
 AW2091  DESIGNATION -  5251 1401 C OF H
 AW2091  PID         -  AW2091
 AW2091  STATE/COUNTY-  TX/HARRIS
 AW2091  USGS QUAD   -  ALMEDA (1995)
 AW2091
 AW2091                         *CURRENT SURVEY CONTROL
 AW2091  ___________________________________________________________________
 AW2091* NAD 83(1986)-  29 36 22.     (N)    095 25 20.     (W)     SCALED    
 AW2091* NAVD 88     -        18.01   (+/-2cm)      59.1    (feet)  VERTCON   
 AW2091  ___________________________________________________________________
 AW2091  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW2091
 AW2091  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2091
 AW2091.The horizontal coordinates were scaled from a topographic map and have
 AW2091.an estimated accuracy of +/- 6 seconds.
 AW2091
 AW2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2091.The vertical order pertains to the NGVD 29 superseded value.
 AW2091
 AW2091.The geoid height was determined by GEOID03.
 AW2091
 AW2091;                    North         East    Units  Estimated Accuracy
 AW2091;SPC TXSC     - 4,201,770.      946,460.      MT  (+/- 180 meters Scaled)
 AW2091
 AW2091                          SUPERSEDED SURVEY CONTROL
 AW2091
 AW2091  NGVD 29 (??/??/92)   18.005  (m)           59.07   (f) ADJ UNCH    1 2
 AW2091
 AW2091.Superseded values are not recommended for survey control.
 AW2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2091.See file dsdata.txt to determine how the superseded data were derived.
 AW2091
 AW2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN654775(NAD 83)
 AW2091_MARKER: DD = SURVEY DISK
 AW2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2091_STAMPING: 5251 1401
 AW2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2091+STABILITY: SURFACE MOTION
 AW2091
 AW2091  HISTORY     - Date     Condition        Report By
 AW2091  HISTORY     - UNK      MONUMENTED       TX3280
 AW2091  HISTORY     - 1973     GOOD             NGS
 AW2091  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2091  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2091  HISTORY     - 20040216 MARK NOT FOUND   USPSQD
 AW2091  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW2091
 AW2091                          STATION DESCRIPTION
 AW2091
 AW2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2091'IN ALMEDA.
 AW2091'AT ALMEDA, AT THE SOUTHEAST CORNER OF THE JUNCTION OF STATE HIGHWAY
 AW2091'288 (ALMEDA ROAD) AND EAST ANDERSON ROAD, 69 FEET EAST OF THE CENTER
 AW2091'LINE OF THE EAST LANES OF THE HIGHWAY, 14 1/2 FEET SOUTH OF THE CENTER
 AW2091'LINE OF THE ROAD, 4.9 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF
 AW2091'THE MISSOURI PACIFIC RAILROAD, 4.9 FEET EAST OF THE EAST RAIL OF A
 AW2091'SIDE TRACK, 51 FEET WEST OF TELEPHONE POLE 174, 5.7 FEET SOUTH OF THE
 AW2091'SOUTH EDGE OF THE PAVEMENT OF THE ROAD, 62 FEET NORTHEAST OF THE
 AW2091'CENTER OF A FIRE HYDRANT, 45.0 FEET EAST-NORTHEAST OF THE EAST END OF
 AW2091'THE SOUTH CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT, ABOUT 1/2 FOOT
 AW2091'LOWER THAN THE ROAD, AND SET IN THE TOP OF CONCRETE POST 0.5 FOOT
 AW2091'UNDERGROUND.
 AW2091
 AW2091                          STATION RECOVERY (1978)
 AW2091
 AW2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2091'NOT RECOVERED.
 AW2091
 AW2091                          STATION RECOVERY (1997)
 AW2091
 AW2091'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2091'MARK NOT FOUND.
 AW2091
 AW2091                          STATION RECOVERY (2004)
 AW2091
 AW2091'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2091'MARK NOT FOUND.
 AW2091
 AW2091                          STATION RECOVERY (2005)
 AW2091
 AW2091'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2092 ***********************************************************************
 AW2092  DESIGNATION -  5251 1404 C OF H
 AW2092  PID         -  AW2092
 AW2092  STATE/COUNTY-  TX/HARRIS
 AW2092  USGS QUAD   -  ALMEDA (1995)
 AW2092
 AW2092                         *CURRENT SURVEY CONTROL
 AW2092  ___________________________________________________________________
 AW2092* NAD 83(1986)-  29 36 36.     (N)    095 25 14.     (W)     SCALED    
 AW2092* NAVD 88     -        17.10   (+/-2cm)      56.1    (feet)  VERTCON   
 AW2092  ___________________________________________________________________
 AW2092  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW2092
 AW2092  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2092
 AW2092.The horizontal coordinates were scaled from a topographic map and have
 AW2092.an estimated accuracy of +/- 6 seconds.
 AW2092
 AW2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2092.The vertical order pertains to the NGVD 29 superseded value.
 AW2092
 AW2092.The geoid height was determined by GEOID03.
 AW2092
 AW2092;                    North         East    Units  Estimated Accuracy
 AW2092;SPC TXSC     - 4,202,210.      946,610.      MT  (+/- 180 meters Scaled)
 AW2092
 AW2092                          SUPERSEDED SURVEY CONTROL
 AW2092
 AW2092  NGVD 29 (??/??/92)   17.096  (m)           56.09   (f) ADJ UNCH    1 2
 AW2092
 AW2092.Superseded values are not recommended for survey control.
 AW2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2092.See file dsdata.txt to determine how the superseded data were derived.
 AW2092
 AW2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN656780(NAD 83)
 AW2092_MARKER: DD = SURVEY DISK
 AW2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2092_STAMPING: 5251 1404
 AW2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2092+STABILITY: SURFACE MOTION
 AW2092
 AW2092  HISTORY     - Date     Condition        Report By
 AW2092  HISTORY     - UNK      MONUMENTED       TX3280
 AW2092  HISTORY     - 1973     GOOD             NGS
 AW2092  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2092  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2092  HISTORY     - 20040216 MARK NOT FOUND   USPSQD
 AW2092  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW2092
 AW2092                          STATION DESCRIPTION
 AW2092
 AW2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2092'0.3 MI N FROM ALMEDA.
 AW2092'0.3 MILE NORTH ALONG STATE HIGHWAY 288 (ALMEDA ROAD) FROM THE JUNCTION
 AW2092'OF ANDERSON ROAD AT ALMEDA, AT THE JUNCTION OF GUMAS STREET AND A
 AW2092'PRIVATE ROAD TO HOUSE AT 13725 ALMEDA ROAD, 136 FEET EAST AND ACROSS
 AW2092'THE MISSOURI PACIFIC RAILROAD FROM THE CENTER LINE OF THE EAST LANES
 AW2092'OF THE HIGHWAY, 5 FEET NORTH OF THE ENTENDED CENTER LINE OF THE
 AW2092'STREET, 24 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD, 59.25
 AW2092'FEET EAST OF A REFERENCE MARK IN A POWER POLE, 31.90 FEET NORTHWEST OF
 AW2092'A REFERENCE MARK IN TELEPHONE POLE 4 H E 54, 41 FEET WEST-SOUTHWEST OF
 AW2092'A POWER POLE BEARING TWO TRANSFORMERS, 9.8 FEET EAST OF THE EAST RAIL,
 AW2092'52.0 FEET EAST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 AW2092'36-INCH PIPE CULVERT, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN
 AW2092'THE TOP OF A CONCRETE POST 0.4 FOOT UNDERGROUND.
 AW2092
 AW2092                          STATION RECOVERY (1978)
 AW2092
 AW2092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2092'NOT RECOVERED.
 AW2092
 AW2092                          STATION RECOVERY (1997)
 AW2092
 AW2092'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2092'MARK NOT FOUND.
 AW2092
 AW2092                          STATION RECOVERY (2004)
 AW2092
 AW2092'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2092'MARK NOT FOUND.
 AW2092
 AW2092                          STATION RECOVERY (2005)
 AW2092
 AW2092'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2322 ***********************************************************************
 AW2322  DESIGNATION -  5252 1514 C OF H
 AW2322  PID         -  AW2322
 AW2322  STATE/COUNTY-  TX/HARRIS
 AW2322  USGS QUAD   -  BELLAIRE (1995)
 AW2322
 AW2322                         *CURRENT SURVEY CONTROL
 AW2322  ___________________________________________________________________
 AW2322* NAD 83(1986)-  29 38 59.     (N)    095 27 27.     (W)     SCALED    
 AW2322* NAVD 88     -        19.65   (+/-2cm)      64.5    (feet)  VERTCON   
 AW2322  ___________________________________________________________________
 AW2322  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2322
 AW2322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2322
 AW2322.The horizontal coordinates were scaled from a topographic map and have
 AW2322.an estimated accuracy of +/- 6 seconds.
 AW2322
 AW2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2322.The vertical order pertains to the NGVD 29 superseded value.
 AW2322
 AW2322.The geoid height was determined by GEOID03.
 AW2322
 AW2322;                    North         East    Units  Estimated Accuracy
 AW2322;SPC TXSC     - 4,206,500.      942,900.      MT  (+/- 180 meters Scaled)
 AW2322
 AW2322                          SUPERSEDED SURVEY CONTROL
 AW2322
 AW2322  NGVD 29 (??/??/92)   19.648  (m)           64.46   (f) ADJ UNCH    2 0
 AW2322
 AW2322.Superseded values are not recommended for survey control.
 AW2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2322.See file dsdata.txt to determine how the superseded data were derived.
 AW2322
 AW2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN621824(NAD 83)
 AW2322_MARKER: DD = SURVEY DISK
 AW2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2322_STAMPING: 5252 1514
 AW2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2322+STABILITY: SURFACE MOTION
 AW2322
 AW2322  HISTORY     - Date     Condition        Report By
 AW2322  HISTORY     - UNK      MONUMENTED       TX3280
 AW2322  HISTORY     - 1973     GOOD             NGS
 AW2322  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2322  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW2322
 AW2322                          STATION DESCRIPTION
 AW2322
 AW2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2322'7.6 MI SW FROM HOUSTON.
 AW2322'7.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2322'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, 6.4 MILES NORTHEAST
 AW2322'OF STAFFORD, 0.3 MILE NORTHEAST OF BENCH MARK P 805 AND X 1210, 8
 AW2322'POLES SOUTHWEST OF MILEPOLE 13, 3 POLES SOUTHWEST OF A CROSSOVER
 AW2322'BETWEEN U.S. HIGHWAY 90 ALT. LANES, 81.2 FEET EAST AND ACROSS THE
 AW2322'WESTBOUND LANES OF THE HIGHWAY FROM THE 8TH TELEPHONE POLE SOUTHWEST
 AW2322'OF THE MILEPOLE, 102.5 FEET SOUTHEAST AND ACROSS THE WESTBOUND LANES
 AW2322'OF THE HIGHWAY FROM THE SOUTHEAST RAIL, 12.1 FEET SOUTHEAST OF THE
 AW2322'SOUTHEAST EDGE OF THE PAVEMENT OF THE WESTBOUND LANES, 44.0 FEET
 AW2322'NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT OF THE EASTBOUND
 AW2322'LANES, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, ABOUT 1/2 FOOT LOWER
 AW2322'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.3 FOOT
 AW2322'UNDERGROUND.
 AW2322
 AW2322                          STATION RECOVERY (1978)
 AW2322
 AW2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2322'NOT RECOVERED.
 AW2322
 AW2322                          STATION RECOVERY (2004)
 AW2322
 AW2322'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2323 ***********************************************************************
 AW2323  DESIGNATION -  5253 0401 C OF H
 AW2323  PID         -  AW2323
 AW2323  STATE/COUNTY-  TX/HARRIS
 AW2323  USGS QUAD   -  BELLAIRE (1995)
 AW2323
 AW2323                         *CURRENT SURVEY CONTROL
 AW2323  ___________________________________________________________________
 AW2323* NAD 83(1986)-  29 39 15.     (N)    095 26 40.     (W)     SCALED    
 AW2323* NAVD 88     -        19.49   (+/-2cm)      63.9    (feet)  VERTCON   
 AW2323  ___________________________________________________________________
 AW2323  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2323
 AW2323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2323
 AW2323.The horizontal coordinates were scaled from a topographic map and have
 AW2323.an estimated accuracy of +/- 6 seconds.
 AW2323
 AW2323.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2323.The vertical order pertains to the NGVD 29 superseded value.
 AW2323
 AW2323.The geoid height was determined by GEOID03.
 AW2323
 AW2323;                    North         East    Units  Estimated Accuracy
 AW2323;SPC TXSC     - 4,207,030.      944,150.      MT  (+/- 180 meters Scaled)
 AW2323
 AW2323                          SUPERSEDED SURVEY CONTROL
 AW2323
 AW2323  NGVD 29 (??/??/92)   19.486  (m)           63.93   (f) ADJ UNCH    2 0
 AW2323
 AW2323.Superseded values are not recommended for survey control.
 AW2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2323.See file dsdata.txt to determine how the superseded data were derived.
 AW2323
 AW2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN633829(NAD 83)
 AW2323_MARKER: DD = SURVEY DISK
 AW2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2323_STAMPING: 5253 0401
 AW2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2323+STABILITY: SURFACE MOTION
 AW2323
 AW2323  HISTORY     - Date     Condition        Report By
 AW2323  HISTORY     - UNK      MONUMENTED       TX3280
 AW2323  HISTORY     - 1973     GOOD             NGS
 AW2323  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2323  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2323  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW2323
 AW2323                          STATION DESCRIPTION
 AW2323
 AW2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2323'6.75 MI SW FROM HOUSTON.
 AW2323'6.75 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2323'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, 0.3 MILE SOUTHWEST OF
 AW2323'THE U.S. HIGHWAY 90 ALT. (S. MAIN STREET) OVERPASS, AT THE CROSSING OF
 AW2323'THE NORTHEAST ONE OF THREE STEEL POWER TRANSMISSION LINES, BETWEEN THE
 AW2323'HIGHWAY LANES OF U.S. HIGHWAY 90 ALT., 128.4 FEET SOUTHEAST AND ACROSS
 AW2323'THE WESTBOUND LANES OF THE HIGHWAY FROM THE SOUTHEAST RAIL, 8 FEET
 AW2323'WEST OF THE EXTENDED CENTER LINE OF THE EAST LANES OF HIRAM CLARK ROAD
 AW2323'SOUTH, 15.3 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONCRETE
 AW2323'SURFACE OF THE WESTBOUND LANES OF THE HIGHWAY, 139.7 FEET SOUTH AND
 AW2323'ACROSS THE WESTBOUND LANES FROM A NAIL AND WASHER IN A TELEPHONE POLE,
 AW2323'95.9 FEET EAST AND ACROSS THE WESTBOUND LANES FROM A NAIL AND WASHER
 AW2323'IN A TELEPHONE POLE, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE
 AW2323'TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 AW2323
 AW2323                          STATION RECOVERY (1978)
 AW2323
 AW2323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2323'MARK NOT FOUND.
 AW2323
 AW2323                          STATION RECOVERY (1987)
 AW2323
 AW2323'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2323'MARK NOT FOUND.
 AW2323
 AW2323                          STATION RECOVERY (2004)
 AW2323
 AW2323'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2301 ***********************************************************************
 AW2301  DESIGNATION -  5253 1308
 AW2301  PID         -  AW2301
 AW2301  STATE/COUNTY-  TX/HARRIS
 AW2301  USGS QUAD   -  BELLAIRE (1995)
 AW2301
 AW2301                         *CURRENT SURVEY CONTROL
 AW2301  ___________________________________________________________________
 AW2301* NAD 83(1986)-  29 39 46.     (N)    095 25 23.     (W)     SCALED    
 AW2301* NAVD 88     -        16.682  (meters)      54.73   (feet)  ADJUSTED  
 AW2301  ___________________________________________________________________
 AW2301  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW2301  DYNAMIC HT  -          16.659 (meters)      54.66  (feet)  COMP
 AW2301  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 AW2301
 AW2301  VERT ORDER  -  FIRST     CLASS II
 AW2301
 AW2301.The horizontal coordinates were scaled from a topographic map and have
 AW2301.an estimated accuracy of +/- 6 seconds.
 AW2301
 AW2301.The orthometric height was determined by differential leveling
 AW2301.and adjusted by the National Geodetic Survey in June 1991..
 AW2301
 AW2301.The geoid height was determined by GEOID03.
 AW2301
 AW2301.The dynamic height is computed by dividing the NAVD 88
 AW2301.geopotential number by the normal gravity value computed on the
 AW2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2301.degrees latitude (g = 980.6199 gals.).
 AW2301
 AW2301.The modeled gravity was interpolated from observed gravity values.
 AW2301
 AW2301;                    North         East    Units  Estimated Accuracy
 AW2301;SPC TXSC     - 4,208,050.      946,190.      MT  (+/- 180 meters Scaled)
 AW2301
 AW2301                          SUPERSEDED SURVEY CONTROL
 AW2301
 AW2301  NGVD 29 (12/23/87)   16.678  (m)           54.72   (f) ADJUSTED    1 2
 AW2301
 AW2301.Superseded values are not recommended for survey control.
 AW2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2301.See file dsdata.txt to determine how the superseded data were derived.
 AW2301
 AW2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN654838(NAD 83)
 AW2301_MARKER: DD = SURVEY DISK
 AW2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2301_SP_SET: CONCRETE POST
 AW2301_STAMPING: 5253 1308
 AW2301_MARK LOGO: TX3280
 AW2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2301+STABILITY: SURFACE MOTION
 AW2301
 AW2301  HISTORY     - Date     Condition        Report By
 AW2301  HISTORY     - UNK      MONUMENTED       TX3280
 AW2301  HISTORY     - 1973     GOOD             NGS
 AW2301  HISTORY     - 1978     GOOD             NGS
 AW2301  HISTORY     - 1986     GOOD             NGS
 AW2301  HISTORY     - 1987     GOOD             USPSQD
 AW2301  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW2301
 AW2301                          STATION DESCRIPTION
 AW2301
 AW2301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2301'5.25 MI SW FROM HOUSTON.
 AW2301'5.25 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2301'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, 0.1 MILE SOUTHWEST OF
 AW2301'THE JUNCTION OF A ROAD TO THE CITY DUMP, 6 RAILS NORTHEAST OF THE
 AW2301'CENTER OF THE CROSSING OF A PRIVATE ROAD, 6.8 FEET SOUTHEAST OF THE
 AW2301'SOUTHEAST RAIL, 108.9 FEET NORTH-NORTHEAST OF A NAIL AND WASHER IN A
 AW2301'TELEPHONE POLE WITH TWO GUY WIRES, 54.6 FEET WEST-NORTHWEST OF A NAIL
 AW2301'AND WASHER IN A TELEPHONE POLE, 62 1/2 FEET NORTHWEST OF THE CENTER
 AW2301'LINE OF HOLMES ROAD, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN
 AW2301'THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 AW2301
 AW2301                          STATION RECOVERY (1978)
 AW2301
 AW2301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2301'RECOVERED IN GOOD CONDITION.
 AW2301
 AW2301                          STATION RECOVERY (1986)
 AW2301
 AW2301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2301'RECOVERED IN GOOD CONDITION.
 AW2301
 AW2301                          STATION RECOVERY (1987)
 AW2301
 AW2301'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2301'RECOVERED IN GOOD CONDITION.
 AW2301
 AW2301                          STATION RECOVERY (2004)
 AW2301
 AW2301'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0485 ***********************************************************************
 BM0485  DESIGNATION -  526
 BM0485  PID         -  BM0485
 BM0485  STATE/COUNTY-  TX/WILLIAMSON
 BM0485  USGS QUAD   -  COUPLAND (1982)
 BM0485
 BM0485                         *CURRENT SURVEY CONTROL
 BM0485  ___________________________________________________________________
 BM0485* NAD 83(1986)-  30 27 36.     (N)    097 23 15.     (W)     SCALED    
 BM0485* NAVD 88     -       157.75   (+/-2cm)     517.6    (feet)  VERTCON   
 BM0485  ___________________________________________________________________
 BM0485  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BM0485
 BM0485  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0485
 BM0485.The horizontal coordinates were scaled from a topographic map and have
 BM0485.an estimated accuracy of +/- 6 seconds.
 BM0485
 BM0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0485.The vertical order pertains to the NGVD 29 superseded value.
 BM0485
 BM0485.The geoid height was determined by GEOID03.
 BM0485
 BM0485;                    North         East    Units  Estimated Accuracy
 BM0485;SPC TX C     - 3,091,690.      982,860.      MT  (+/- 180 meters Scaled)
 BM0485
 BM0485                          SUPERSEDED SURVEY CONTROL
 BM0485
 BM0485  NGVD 29 (??/??/92)  157.681  (m)          517.33   (f) ADJ UNCH    1 2
 BM0485
 BM0485.Superseded values are not recommended for survey control.
 BM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0485.See file dsdata.txt to determine how the superseded data were derived.
 BM0485
 BM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU548708(NAD 83)
 BM0485_MARKER: P = PIPE CAP
 BM0485_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0485_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0485_STAMPING: 526
 BM0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0485
 BM0485  HISTORY     - Date     Condition        Report By
 BM0485  HISTORY     - UNK      MONUMENTED       USGS
 BM0485  HISTORY     - 1933     GOOD             NGS
 BM0485  HISTORY     - 1960     MARK NOT FOUND   LOCENG
 BM0485
 BM0485                          STATION DESCRIPTION
 BM0485
 BM0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0485'IN COPELAND.
 BM0485'82 FEET EAST OF DEPOT, 56 FEET NORTH OF CENTER OF EAST AND WEST ROAD,
 BM0485'50 FEET EAST OF CENTER OF MAIN M.K.T. TRACK.
 BM0485
 BM0485                          STATION RECOVERY (1960)
 BM0485
 BM0485'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 BM0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0785 ***********************************************************************
 AJ0785  DESIGNATION -  526
 AJ0785  PID         -  AJ0785
 AJ0785  STATE/COUNTY-  TX/WEBB
 AJ0785  USGS QUAD   -  BURRITO TANK (1980)
 AJ0785
 AJ0785                         *CURRENT SURVEY CONTROL
 AJ0785  ___________________________________________________________________
 AJ0785* NAD 83(1986)-  27 31 39.     (N)    099 11 52.     (W)     SCALED    
 AJ0785* NAVD 88     -       160.411  (meters)     526.28   (feet)  ADJUSTED  
 AJ0785  ___________________________________________________________________
 AJ0785  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AJ0785  DYNAMIC HT  -         160.157 (meters)     525.45  (feet)  COMP
 AJ0785  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 AJ0785
 AJ0785  VERT ORDER  -  FIRST     CLASS II
 AJ0785
 AJ0785.The horizontal coordinates were scaled from a topographic map and have
 AJ0785.an estimated accuracy of +/- 6 seconds.
 AJ0785
 AJ0785.The orthometric height was determined by differential leveling
 AJ0785.and adjusted by the National Geodetic Survey in June 1991..
 AJ0785
 AJ0785.The geoid height was determined by GEOID03.
 AJ0785
 AJ0785.The dynamic height is computed by dividing the NAVD 88
 AJ0785.geopotential number by the normal gravity value computed on the
 AJ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0785.degrees latitude (g = 980.6199 gals.).
 AJ0785
 AJ0785.The modeled gravity was interpolated from observed gravity values.
 AJ0785
 AJ0785;                    North         East    Units  Estimated Accuracy
 AJ0785;SPC TX S     - 5,206,360.      231,070.      MT  (+/- 180 meters Scaled)
 AJ0785
 AJ0785                          SUPERSEDED SURVEY CONTROL
 AJ0785
 AJ0785  NGVD 29 (??/??/92)  160.424  (m)          526.32   (f) ADJ UNCH    1 2
 AJ0785
 AJ0785.Superseded values are not recommended for survey control.
 AJ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0785.See file dsdata.txt to determine how the superseded data were derived.
 AJ0785
 AJ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR804448(NAD 83)
 AJ0785_MARKER: P = PIPE CAP
 AJ0785_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ0785_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AJ0785_STAMPING: 526.32 1919
 AJ0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0785
 AJ0785  HISTORY     - Date     Condition        Report By
 AJ0785  HISTORY     - 1919     MONUMENTED       USGS
 AJ0785  HISTORY     - 1933     GOOD             NGS
 AJ0785
 AJ0785                          STATION DESCRIPTION
 AJ0785
 AJ0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0785'9.1 MI W FROM AGUILARES.
 AJ0785'ON THE TEXAS-MEXICAN RR. OPPOSITE MILE POST 22.  40 FT. S OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0851 ***********************************************************************
 CR0851  DESIGNATION -  527
 CR0851  PID         -  CR0851
 CR0851  STATE/COUNTY-  TX/RAINS
 CR0851  USGS QUAD   -  EMORY NORTH (1980)
 CR0851
 CR0851                         *CURRENT SURVEY CONTROL
 CR0851  ___________________________________________________________________
 CR0851* NAD 83(1986)-  32 55 50.     (N)    095 52 16.     (W)     SCALED    
 CR0851* NAVD 88     -       160.544  (meters)     526.72   (feet)  ADJUSTED  
 CR0851  ___________________________________________________________________
 CR0851  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CR0851  DYNAMIC HT  -         160.366 (meters)     526.13  (feet)  COMP
 CR0851  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 CR0851
 CR0851  VERT ORDER  -  FIRST     CLASS II
 CR0851
 CR0851.The horizontal coordinates were scaled from a topographic map and have
 CR0851.an estimated accuracy of +/- 6 seconds.
 CR0851
 CR0851.The orthometric height was determined by differential leveling
 CR0851.and adjusted by the National Geodetic Survey in June 1991..
 CR0851.WARNING-Repeat measurements at this control monument indicate possible
 CR0851.vertical movement.
 CR0851
 CR0851.The geoid height was determined by GEOID03.
 CR0851
 CR0851.The dynamic height is computed by dividing the NAVD 88
 CR0851.geopotential number by the normal gravity value computed on the
 CR0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0851.degrees latitude (g = 980.6199 gals.).
 CR0851
 CR0851.The modeled gravity was interpolated from observed gravity values.
 CR0851
 CR0851;                    North         East    Units  Estimated Accuracy
 CR0851;SPC TXNC     - 2,143,230.      845,810.      MT  (+/- 180 meters Scaled)
 CR0851
 CR0851                          SUPERSEDED SURVEY CONTROL
 CR0851
 CR0851  NGVD 29 (??/??/92)  160.549  (m)          526.73   (f) ADJ UNCH    1 2
 CR0851
 CR0851.Superseded values are not recommended for survey control.
 CR0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0851.See file dsdata.txt to determine how the superseded data were derived.
 CR0851
 CR0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS315472(NAD 83)
 CR0851_MARKER: P = PIPE CAP
 CR0851_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0851_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0851_STAMPING: 526.672
 CR0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0851
 CR0851  HISTORY     - Date     Condition        Report By
 CR0851  HISTORY     - UNK      MONUMENTED       USGS
 CR0851  HISTORY     - 1959     GOOD             NGS
 CR0851  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 CR0851
 CR0851                          STATION DESCRIPTION
 CR0851
 CR0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0851'IN POINT.
 CR0851'AT POINT, 118.3 FEET SOUTHEAST AND ACROSS FARM ROAD 47 FROM THE SOUTH
 CR0851'CORNER OF A SMALL BRICK BUILDING, 64 FEET SOUTHEAST OF THE CENTER LINE
 CR0851'OF FARM ROAD 47, 60 FEET SOUTHWEST OF THE CENTER LINE OF THE NEW U.S.
 CR0851'HIGHWAY 69, 28.8 FEET NORTH OF A 6-INCH MAPLE TREE, 3.4 FEET EAST OF
 CR0851'THE EAST SIDE OF A CORRUGATED METAL BUILDING, AND ON THE TOP OF A 3
 CR0851'1/2-INCH IRON PIPE PROJECTING 2 INCHES.
 CR0851
 CR0851                          STATION RECOVERY (1995)
 CR0851
 CR0851'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0756 ***********************************************************************
 BZ0756  DESIGNATION -  527.38
 BZ0756  PID         -  BZ0756
 BZ0756  STATE/COUNTY-  TX/BOSQUE
 BZ0756  USGS QUAD   -  ALLEN BEND (1968)
 BZ0756
 BZ0756                         *CURRENT SURVEY CONTROL
 BZ0756  ___________________________________________________________________
 BZ0756* NAD 83(1986)-  31 57 36.     (N)    097 25 01.     (W)     SCALED    
 BZ0756* NAVD 88     -       160.872  (meters)     527.79   (feet)  ADJUSTED  
 BZ0756  ___________________________________________________________________
 BZ0756  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BZ0756  DYNAMIC HT  -         160.673 (meters)     527.14  (feet)  COMP
 BZ0756  MODELED GRAV-     979,400.5   (mgal)                       NAVD 88
 BZ0756
 BZ0756  VERT ORDER  -  SECOND    CLASS 0
 BZ0756
 BZ0756.The horizontal coordinates were scaled from a topographic map and have
 BZ0756.an estimated accuracy of +/- 6 seconds.
 BZ0756
 BZ0756.The orthometric height was determined by differential leveling
 BZ0756.and adjusted by the National Geodetic Survey in June 1991..
 BZ0756
 BZ0756.The geoid height was determined by GEOID03.
 BZ0756
 BZ0756.The dynamic height is computed by dividing the NAVD 88
 BZ0756.geopotential number by the normal gravity value computed on the
 BZ0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0756.degrees latitude (g = 980.6199 gals.).
 BZ0756
 BZ0756.The modeled gravity was interpolated from observed gravity values.
 BZ0756
 BZ0756;                    North         East    Units  Estimated Accuracy
 BZ0756;SPC TX C     - 3,257,860.      975,670.      MT  (+/- 180 meters Scaled)
 BZ0756
 BZ0756                          SUPERSEDED SURVEY CONTROL
 BZ0756
 BZ0756  NGVD 29 (??/??/92)  160.836  (m)          527.68   (f) ADJ UNCH    2 0
 BZ0756
 BZ0756.Superseded values are not recommended for survey control.
 BZ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0756.See file dsdata.txt to determine how the superseded data were derived.
 BZ0756
 BZ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA496370(NAD 83)
 BZ0756_MARKER: N = NAIL
 BZ0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0756_SP_SET: OAK TREE
 BZ0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0756
 BZ0756  HISTORY     - Date     Condition        Report By
 BZ0756  HISTORY     - UNK      MONUMENTED       CGS
 BZ0756  HISTORY     - 1951     GOOD             NGS
 BZ0756  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0756
 BZ0756                          STATION DESCRIPTION
 BZ0756
 BZ0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ0756'04.7 MI SE FROM STEINER.
 BZ0756'ABOUT 4.7 MI SE ALONG THE MISSOURI-KANSAS-TEXAS R.R. FROM STEINER,
 BZ0756'BOSQUE CO., ABOUT 0.6 MI NW OF A SIDING AT NELA, ABOUT 80 FT. W OF A
 BZ0756'POINT ABOUT 80 FT. N OF A RD. XING, AND IN THE S ROOT OF A PROMINENT
 BZ0756'OAK TREE.  A UNITED STATE GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 BZ0756'WASHER.  NOTE-- THE TIMBER IN THIS AREA HAS BEEN CLEARED FROM THE
 BZ0756'FUTURE BOTTOM OF LAKE WHITNEY.
 BZ0756
 BZ0756                          STATION RECOVERY (2001)
 BZ0756
 BZ0756'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0466 ***********************************************************************
 AO0466  DESIGNATION -  527.7
 AO0466  PID         -  AO0466
 AO0466  STATE/COUNTY-  TX/DIMMIT
 AO0466  USGS QUAD   -  BIG WELLS (1972)
 AO0466
 AO0466                         *CURRENT SURVEY CONTROL
 AO0466  ___________________________________________________________________
 AO0466* NAD 83(1986)-  28 33 49.     (N)    099 31 05.     (W)     SCALED    
 AO0466* NAVD 88     -       161.037  (meters)     528.34   (feet)  ADJUSTED  
 AO0466  ___________________________________________________________________
 AO0466  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0466  DYNAMIC HT  -         160.797 (meters)     527.55  (feet)  COMP
 AO0466  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 AO0466
 AO0466  VERT ORDER  -  SECOND    CLASS 0
 AO0466
 AO0466.The horizontal coordinates were scaled from a topographic map and have
 AO0466.an estimated accuracy of +/- 6 seconds.
 AO0466
 AO0466.The orthometric height was determined by differential leveling
 AO0466.and adjusted by the National Geodetic Survey in June 1991..
 AO0466
 AO0466.The geoid height was determined by GEOID03.
 AO0466
 AO0466.The dynamic height is computed by dividing the NAVD 88
 AO0466.geopotential number by the normal gravity value computed on the
 AO0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0466.degrees latitude (g = 980.6199 gals.).
 AO0466
 AO0466.The modeled gravity was interpolated from observed gravity values.
 AO0466
 AO0466;                    North         East    Units  Estimated Accuracy
 AO0466;SPC TXSC     - 4,081,050.      549,310.      MT  (+/- 180 meters Scaled)
 AO0466
 AO0466                          SUPERSEDED SURVEY CONTROL
 AO0466
 AO0466  NGVD 29 (??/??/92)  160.951  (m)          528.05   (f) ADJ UNCH    2 0
 AO0466
 AO0466.Superseded values are not recommended for survey control.
 AO0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0466.See file dsdata.txt to determine how the superseded data were derived.
 AO0466
 AO0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS493597(NAD 83)
 AO0466_MARKER: N = NAIL
 AO0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0466_SP_SET: TREE
 AO0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0466
 AO0466  HISTORY     - Date     Condition        Report By
 AO0466  HISTORY     - UNK      MONUMENTED       CGS
 AO0466  HISTORY     - 1934     GOOD             NGS
 AO0466
 AO0466                          STATION DESCRIPTION
 AO0466
 AO0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0466'3.8 MI SE FROM BIG WELLS.
 AO0466'0.7 MILE N OF TRACK OF S. A. U. AND G. R. R. ON THE E SIDE OF
 AO0466'BIG-WELLS-COTULLA ROAD.  100 FT. N OF DRAIN CROSSING ROAD IN ROOT ON E
 AO0466'SIDE OF MESQUITE TREE.  A COPPER NAIL WITH WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0347 ***********************************************************************
 DP0347  DESIGNATION -  5279+00
 DP0347  PID         -  DP0347
 DP0347  STATE/COUNTY-  TX/LUBBOCK
 DP0347  USGS QUAD   -  HECKVILLE (1965)
 DP0347
 DP0347                         *CURRENT SURVEY CONTROL
 DP0347  ___________________________________________________________________
 DP0347* NAD 83(1986)-  33 49 11.     (N)    101 37 50.     (W)     SCALED    
 DP0347* NAVD 88     -       992.730  (meters)    3256.98   (feet)  POSTED    
 DP0347  ___________________________________________________________________
 DP0347  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DP0347  DYNAMIC HT  -         991.460 (meters)    3252.82  (feet)  COMP
 DP0347  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 DP0347
 DP0347  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0347
 DP0347.The horizontal coordinates were scaled from a topographic map and have
 DP0347.an estimated accuracy of +/- 6 seconds.
 DP0347
 DP0347.The orthometric height was determined by differential leveling
 DP0347.and adjusted by the National Geodetic Survey in 1992..
 DP0347.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0347.rate of 1.1 thru 2.0 mm/km.
 DP0347
 DP0347.The geoid height was determined by GEOID03.
 DP0347
 DP0347.The dynamic height is computed by dividing the NAVD 88
 DP0347.geopotential number by the normal gravity value computed on the
 DP0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0347.degrees latitude (g = 980.6199 gals.).
 DP0347
 DP0347.The modeled gravity was interpolated from observed gravity values.
 DP0347
 DP0347;                    North         East    Units  Estimated Accuracy
 DP0347;SPC TXNC     - 2,243,080.      310,230.      MT  (+/- 180 meters Scaled)
 DP0347
 DP0347                          SUPERSEDED SURVEY CONTROL
 DP0347
 DP0347  NGVD 29 (??/??/92)  992.352  (m)         3255.74   (f) ADJ UNCH    1 2
 DP0347
 DP0347.Superseded values are not recommended for survey control.
 DP0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0347.See file dsdata.txt to determine how the superseded data were derived.
 DP0347
 DP0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC565452(NAD 83)
 DP0347_MARKER: Z = SEE DESCRIPTION
 DP0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0347_SP_SET: CONCRETE FILLED PIPE
 DP0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0347
 DP0347  HISTORY     - Date     Condition        Report By
 DP0347  HISTORY     - UNK      MONUMENTED       BNRR
 DP0347  HISTORY     - 1955     POOR             NGS
 DP0347
 DP0347                          STATION DESCRIPTION
 DP0347
 DP0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DP0347'4.4 MI SW FROM PETERSBURG.
 DP0347'4.4 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0347'THE STATION AT PETERSBURG, HALE COUNTY, AT STATION 5279+00, ABOUT 50
 DP0347'YARDS SOUTH OF MILEPOST L 337, ABOUT 6 RAILS NORTHEAST OF A
 DP0347'PUBLIC-ROAD CROSSING, AND ABOUT 50 FEET SOUTHEAST OF THE TRACK.  THE
 DP0347'TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 DP0347'NOTE-- PIPE HAS BEEN HIT BY BLADE OF ROAD GRADER AND BENT
 DP0347'APPROXIMATELY 45 DEG FROM ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0920 ***********************************************************************
 AJ0920  DESIGNATION -  530
 AJ0920  PID         -  AJ0920
 AJ0920  STATE/COUNTY-  TX/WEBB
 AJ0920  USGS QUAD   -  RETAMA CREEK (1980)
 AJ0920
 AJ0920                         *CURRENT SURVEY CONTROL
 AJ0920  ___________________________________________________________________
 AJ0920* NAD 83(1986)-  27 28 17.     (N)    099 07 51.     (W)     SCALED    
 AJ0920* NAVD 88     -       161.339  (meters)     529.33   (feet)  ADJUSTED  
 AJ0920  ___________________________________________________________________
 AJ0920  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AJ0920  DYNAMIC HT  -         161.082 (meters)     528.48  (feet)  COMP
 AJ0920  MODELED GRAV-     979,054.1   (mgal)                       NAVD 88
 AJ0920
 AJ0920  VERT ORDER  -  SECOND    CLASS 0
 AJ0920
 AJ0920.The horizontal coordinates were scaled from a topographic map and have
 AJ0920.an estimated accuracy of +/- 6 seconds.
 AJ0920
 AJ0920.The orthometric height was determined by differential leveling
 AJ0920.and adjusted by the National Geodetic Survey in June 1991..
 AJ0920
 AJ0920.The geoid height was determined by GEOID03.
 AJ0920
 AJ0920.The dynamic height is computed by dividing the NAVD 88
 AJ0920.geopotential number by the normal gravity value computed on the
 AJ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0920.degrees latitude (g = 980.6199 gals.).
 AJ0920
 AJ0920.The modeled gravity was interpolated from observed gravity values.
 AJ0920
 AJ0920;                    North         East    Units  Estimated Accuracy
 AJ0920;SPC TX S     - 5,200,110.      237,660.      MT  (+/- 180 meters Scaled)
 AJ0920
 AJ0920                          SUPERSEDED SURVEY CONTROL
 AJ0920
 AJ0920  NGVD 29 (??/??/92)  161.353  (m)          529.37   (f) ADJ UNCH    2 0
 AJ0920
 AJ0920.Superseded values are not recommended for survey control.
 AJ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0920.See file dsdata.txt to determine how the superseded data were derived.
 AJ0920
 AJ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR870386(NAD 83)
 AJ0920_MARKER: P = PIPE CAP
 AJ0920_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ0920_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AJ0920_STAMPING: 530 1919
 AJ0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0920
 AJ0920  HISTORY     - Date     Condition        Report By
 AJ0920  HISTORY     - 1919     MONUMENTED       USGS
 AJ0920  HISTORY     - 1943     GOOD             NGS
 AJ0920
 AJ0920                          STATION DESCRIPTION
 AJ0920
 AJ0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AJ0920'3.0 MI W FROM AGUILARES.
 AJ0920'TO REACH FROM THE POST OFFICE AT AGUILARES, PROCEED 3.0 MILES WESTERLY
 AJ0920'ALONG THE TEX-MEX RAILROAD TO MILE POST NO. 28 AND SITE OF BENCH MARK.
 AJ0920'BENCH MARK IS 72.0 FEET SOUTH OF AND ACROSS TRACKS FROM MILE POST NO.
 AJ0920'28.  IT IS 42.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0920'CENTERLINE OF TRACK, 42.0 FEET EAST OF THE CENTERLINE OF A GATE IN THE
 AJ0920'RIGHT OF WAY FENCE.  IT IS 6.0 FEET NORTH OF THE RIGHT OF WAY FENCE.
 AJ0920'MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0548 ***********************************************************************
 AB0548  DESIGNATION -  531
 AB0548  PID         -  AB0548
 AB0548  STATE/COUNTY-  TX/WILLACY
 AB0548  USGS QUAD   -  WILLAMAR (1982)
 AB0548
 AB0548                         *CURRENT SURVEY CONTROL
 AB0548  ___________________________________________________________________
 AB0548* NAD 83(1986)-  26 26 48.     (N)    097 36 57.     (W)     SCALED    
 AB0548* NAVD 88     -         6.758  (meters)      22.17   (feet)  ADJUSTED  
 AB0548  ___________________________________________________________________
 AB0548  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AB0548  DYNAMIC HT  -           6.747 (meters)      22.14  (feet)  COMP
 AB0548  MODELED GRAV-     979,056.6   (mgal)                       NAVD 88
 AB0548
 AB0548  VERT ORDER  -  SECOND    CLASS 0
 AB0548
 AB0548.The horizontal coordinates were scaled from a topographic map and have
 AB0548.an estimated accuracy of +/- 6 seconds.
 AB0548
 AB0548.The orthometric height was determined by differential leveling
 AB0548.and adjusted by the National Geodetic Survey in June 1991..
 AB0548
 AB0548.The geoid height was determined by GEOID03.
 AB0548
 AB0548.The dynamic height is computed by dividing the NAVD 88
 AB0548.geopotential number by the normal gravity value computed on the
 AB0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0548.degrees latitude (g = 980.6199 gals.).
 AB0548
 AB0548.The modeled gravity was interpolated from observed gravity values.
 AB0548
 AB0548;                    North         East    Units  Estimated Accuracy
 AB0548;SPC TX S     - 5,086,730.      388,180.      MT  (+/- 180 meters Scaled)
 AB0548
 AB0548                          SUPERSEDED SURVEY CONTROL
 AB0548
 AB0548  NGVD 29 (??/??/92)    6.828  (m)           22.40   (f) ADJ UNCH    2 0
 AB0548
 AB0548.Superseded values are not recommended for survey control.
 AB0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0548.See file dsdata.txt to determine how the superseded data were derived.
 AB0548
 AB0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ380258(NAD 83)
 AB0548_MARKER: DB = BENCH MARK DISK
 AB0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0548_STAMPING: 531
 AB0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0548+STABILITY: SURFACE MOTION
 AB0548
 AB0548  HISTORY     - Date     Condition        Report By
 AB0548  HISTORY     - UNK      MONUMENTED       CGS
 AB0548  HISTORY     - 1942     GOOD             NGS
 AB0548  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0548
 AB0548                          STATION DESCRIPTION
 AB0548
 AB0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0548'12.6 MI SE FROM RAYMONDVILLE.
 AB0548'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0548'PROCEED EASTERLY ON STATE HIGHWAY NUMBER 186.  GO 10.0 MILES TO END OF
 AB0548'PAVEMENT.  TURN SOUTH (RIGHT) ONTO ROAD TO WILLAMAR.  GO 1.8 MILES TO
 AB0548'WILLAMAR GIN.  TURN EAST (LEFT) GO 0.2 MILE.  TURN SOUTH (RIGHT) AND
 AB0548'GO 0.6 MILE TO A RAILROAD CROSSING AND SITE OF BENCH MARK.  BENCH MARK
 AB0548'IS ABOUT 225 FEET NORTH OF THE CENTER OF THE RAILROAD CROSSING. 48
 AB0548'FEET EAST OF THE CENTERLINE OF THE RAILROAD.  24 FEET WEST OF THE
 AB0548'CENTERLINE OF THE ROAD.  4.0 FEET WEST OF THE RIGHT-OF-WAY FENCE. AND
 AB0548'3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AB0548'0.5 FOOT.
 AB0548
 AB0548                          STATION RECOVERY (1954)
 AB0548
 AB0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0490 ***********************************************************************
 DM0490  DESIGNATION -  531
 DM0490  PID         -  DM0490
 DM0490  STATE/COUNTY-  TX/HUNT
 DM0490  USGS QUAD   -  LONE OAK NORTH (1962)
 DM0490
 DM0490                         *CURRENT SURVEY CONTROL
 DM0490  ___________________________________________________________________
 DM0490* NAD 83(1986)-  33 01 21.     (N)    095 57 29.     (W)     SCALED    
 DM0490* NAVD 88     -       161.843  (meters)     530.98   (feet)  ADJUSTED  
 DM0490  ___________________________________________________________________
 DM0490  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DM0490  DYNAMIC HT  -         161.664 (meters)     530.39  (feet)  COMP
 DM0490  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 DM0490
 DM0490  VERT ORDER  -  FIRST     CLASS II
 DM0490
 DM0490.The horizontal coordinates were scaled from a topographic map and have
 DM0490.an estimated accuracy of +/- 6 seconds.
 DM0490
 DM0490.The orthometric height was determined by differential leveling
 DM0490.and adjusted by the National Geodetic Survey in June 1991..
 DM0490.WARNING-Repeat measurements at this control monument indicate possible
 DM0490.vertical movement.
 DM0490
 DM0490.The geoid height was determined by GEOID03.
 DM0490
 DM0490.The dynamic height is computed by dividing the NAVD 88
 DM0490.geopotential number by the normal gravity value computed on the
 DM0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0490.degrees latitude (g = 980.6199 gals.).
 DM0490
 DM0490.The modeled gravity was interpolated from observed gravity values.
 DM0490
 DM0490;                    North         East    Units  Estimated Accuracy
 DM0490;SPC TXNC     - 2,153,220.      837,440.      MT  (+/- 180 meters Scaled)
 DM0490
 DM0490                          SUPERSEDED SURVEY CONTROL
 DM0490
 DM0490  NGVD 29 (??/??/92)  161.841  (m)          530.97   (f) ADJ UNCH    1 2
 DM0490
 DM0490.Superseded values are not recommended for survey control.
 DM0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0490.See file dsdata.txt to determine how the superseded data were derived.
 DM0490
 DM0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS236576(NAD 83)
 DM0490_MARKER: P = PIPE CAP
 DM0490_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0490_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0490_STAMPING: 531
 DM0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM0490+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 DM0490
 DM0490  HISTORY     - Date     Condition        Report By
 DM0490  HISTORY     - UNK      MONUMENTED       USGS
 DM0490  HISTORY     - 1959     GOOD             NGS
 DM0490  HISTORY     - 20050618 GOOD             GEOCAC
 DM0490
 DM0490                          STATION DESCRIPTION
 DM0490
 DM0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DM0490'2.8 MI NW FROM LONE OAK.
 DM0490'ABOUT 1.8 MILES NORTHWEST ALONG THE NEW U. S. HIGHWAY 69 FROM THE
 DM0490'JUNCTION OF FARM ROAD 1567 AT LONE OAK, THENCE ABOUT 1.0 MILE NORTH
 DM0490'ALONG A GRADED DIRT ROAD, ABOUT 0.1 MILE EAST OF A SHARP CURVE IN THE
 DM0490'ROAD, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 51 FEET NORTHEAST
 DM0490'OF THE CENTER LINE OF AN OLD RAILROAD GRADE, 1 1/2 FEET NORTH OF A
 DM0490'FENCE, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 15 INCHES.
 DM0490
 DM0490                          STATION RECOVERY (2005)
 DM0490
 DM0490'RECOVERY NOTE BY GEOCACHING 2005 (MPZ)
 DM0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1022 ***********************************************************************
 FL1022  DESIGNATION -  531
 FL1022  PID         -  FL1022
 FL1022  STATE/COUNTY-  TX/CARSON
 FL1022  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1022
 FL1022                         *CURRENT SURVEY CONTROL
 FL1022  ___________________________________________________________________
 FL1022* NAD 83(1986)-  35 18 43.     (N)    101 27 33.     (W)     SCALED    
 FL1022* NAVD 88     -      1059.67   (+/-2cm)    3476.6    (feet)  VERTCON   
 FL1022  ___________________________________________________________________
 FL1022  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL1022
 FL1022  VERT ORDER  -  ? (See Below)
 FL1022
 FL1022.The horizontal coordinates were scaled from a topographic map and have
 FL1022.an estimated accuracy of +/- 6 seconds.
 FL1022
 FL1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1022.The vertical order pertains to the NGVD 29 superseded value.
 FL1022
 FL1022.The geoid height was determined by GEOID03.
 FL1022
 FL1022;                    North         East    Units  Estimated Accuracy
 FL1022;SPC TX N     - 1,145,540.      203,710.      MT  (+/- 180 meters Scaled)
 FL1022
 FL1022                          SUPERSEDED SURVEY CONTROL
 FL1022
 FL1022  NGVD 29 (??/??/92) 1059.165  (m)         3474.94   (f) ADJ UNCH    ?  
 FL1022
 FL1022.Superseded values are not recommended for survey control.
 FL1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1022.See file dsdata.txt to determine how the superseded data were derived.
 FL1022
 FL1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE764104(NAD 83)
 FL1022_MARKER: B = BOLT
 FL1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1022+STABILITY: SURFACE MOTION
 FL1022
 FL1022  HISTORY     - Date     Condition        Report By
 FL1022  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1022  HISTORY     - 1935     GOOD             NGS
 FL1022  HISTORY     - 1965     MARK NOT FOUND   USGS
 FL1022
 FL1022                          STATION DESCRIPTION
 FL1022
 FL1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1022'1.8 MI E FROM LEE.
 FL1022'ALONG A.T.AND S.F. RAILROAD BETWEEN AMARILLO AND PANHANDLE, AT
 FL1022'MILEPOST 531, 46 FEET SOUTH OF SOUTH RAIL, 6 FEET SOUTHWEST OF
 FL1022'MILEPOLE NO 531, 4 FEET NORTH OF FENCE.
 FL1022
 FL1022                          STATION RECOVERY (1965)
 FL1022
 FL1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FL1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0465 ***********************************************************************
 AO0465  DESIGNATION -  531.4
 AO0465  PID         -  AO0465
 AO0465  STATE/COUNTY-  TX/DIMMIT
 AO0465  USGS QUAD   -  BIG WELLS (1972)
 AO0465
 AO0465                         *CURRENT SURVEY CONTROL
 AO0465  ___________________________________________________________________
 AO0465* NAD 83(1986)-  28 33 11.     (N)    099 31 05.     (W)     SCALED    
 AO0465* NAVD 88     -       162.151  (meters)     531.99   (feet)  ADJUSTED  
 AO0465  ___________________________________________________________________
 AO0465  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AO0465  DYNAMIC HT  -         161.909 (meters)     531.20  (feet)  COMP
 AO0465  MODELED GRAV-     979,146.7   (mgal)                       NAVD 88
 AO0465
 AO0465  VERT ORDER  -  SECOND    CLASS 0
 AO0465
 AO0465.The horizontal coordinates were scaled from a topographic map and have
 AO0465.an estimated accuracy of +/- 6 seconds.
 AO0465
 AO0465.The orthometric height was determined by differential leveling
 AO0465.and adjusted by the National Geodetic Survey in June 1991..
 AO0465
 AO0465.The geoid height was determined by GEOID03.
 AO0465
 AO0465.The dynamic height is computed by dividing the NAVD 88
 AO0465.geopotential number by the normal gravity value computed on the
 AO0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0465.degrees latitude (g = 980.6199 gals.).
 AO0465
 AO0465.The modeled gravity was interpolated from observed gravity values.
 AO0465
 AO0465;                    North         East    Units  Estimated Accuracy
 AO0465;SPC TXSC     - 4,079,880.      549,310.      MT  (+/- 180 meters Scaled)
 AO0465
 AO0465                          SUPERSEDED SURVEY CONTROL
 AO0465
 AO0465  NGVD 29 (??/??/92)  162.064  (m)          531.71   (f) ADJ UNCH    2 0
 AO0465
 AO0465.Superseded values are not recommended for survey control.
 AO0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0465.See file dsdata.txt to determine how the superseded data were derived.
 AO0465
 AO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS493585(NAD 83)
 AO0465_MARKER: N = NAIL
 AO0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0465_SP_SET: TREE
 AO0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0465
 AO0465  HISTORY     - Date     Condition        Report By
 AO0465  HISTORY     - UNK      MONUMENTED       CGS
 AO0465  HISTORY     - 1934     GOOD             NGS
 AO0465
 AO0465                          STATION DESCRIPTION
 AO0465
 AO0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0465'3.2 MI SE FROM BIG WELLS.
 AO0465'3.2 MILES SE OF AND ALONG THE S. A. U. AND G. R. R. AT CROSSING OF BIG
 AO0465'WELLS-COTULLA ROAD AND AT THE SE CORNER OF FORKS OF ROAD.  115 FT. S
 AO0465'OF CENTER-LINE OF TRACK.  A COPPER NAIL WITH WASHER IN ROOT OF
 AO0465'MESQUITE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1709 ***********************************************************************
 AB1709  DESIGNATION -  532
 AB1709  PID         -  AB1709
 AB1709  STATE/COUNTY-  TX/WILLACY
 AB1709  USGS QUAD   -  SOUTH OF POTRERO LOPENO SE (1975)
 AB1709
 AB1709                         *CURRENT SURVEY CONTROL
 AB1709  ___________________________________________________________________
 AB1709* NAD 83(1993)-  26 33 53.78206(N)    097 16 34.74525(W)     ADJUSTED  
 AB1709* NAVD 88     -         3.     (meters)      10.     (feet)  VERTCON   
 AB1709  ___________________________________________________________________
 AB1709  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AB1709  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AB1709
 AB1709  HORZ ORDER  -  SECOND
 AB1709
 AB1709.The horizontal coordinates were established by classical geodetic methods
 AB1709.and adjusted by the National Geodetic Survey in February 1996..
 AB1709.No horizontal observational check was made to the station.
 AB1709
 AB1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1709
 AB1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1709
 AB1709.The geoid height was determined by GEOID03.
 AB1709
 AB1709;                    North         East     Units Scale Factor Converg.
 AB1709;SPC TX S     - 5,100,112.809   421,909.087   MT  0.99992357   +0 33 20.0
 AB1709;SPC TX S     -16,732,620.11  1,384,213.40   sFT  0.99992357   +0 33 20.0
 AB1709;UTM  14      - 2,939,404.908   671,684.269   MT  0.99996391   +0 46 15.7
 AB1709
 AB1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1709!SPC TX S     -   1.00000313  x   0.99992357  =   0.99992670
 AB1709!UTM  14      -   1.00000313  x   0.99996391  =   0.99996704
 AB1709
 AB1709                          SUPERSEDED SURVEY CONTROL
 AB1709
 AB1709  NAD 83(1986)-  26 33 53.79832(N)    097 16 34.71049(W) AD(       ) 2
 AB1709  NGVD 29 (06/28/90)    3.     (m)           10.     (f) VERT ANG       
 AB1709
 AB1709.Superseded values are not recommended for survey control.
 AB1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1709.See file dsdata.txt to determine how the superseded data were derived.
 AB1709
 AB1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7168439405(NAD 83)
 AB1709_MARKER: DD = SURVEY DISK
 AB1709_SETTING: 80 = SET IN A BOULDER
 AB1709_SP_SET: SET IN DRILL HOLE IN A BOULDER
 AB1709_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1709+STABILITY: SURFACE MOTION
 AB1709
 AB1709  HISTORY     - Date     Condition        Report By
 AB1709  HISTORY     - 1985     MONUMENTED       NGS
 AB1709
 AB1709                          STATION DESCRIPTION
 AB1709
 AB1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1709'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) EAST OF PORT MANSFIELD,
 AB1709'NEAR THE WEST END OF THE NORTH JETTY AT THE PORT MANSFIELD SHIP
 AB1709'CHANNEL THROUGH PADRE ISLAND.
 AB1709'OWNERSHIP--DEPT OF ARMY CORPS OF ENGINEERS, 2 SCIENCE PARK, CORPUS
 AB1709'CHRISTI TX 78401, PHONE 512-888-3354.
 AB1709'
 AB1709'TO REACH THE STATION FROM THE U.S. COAST GUARD STATION IN PORT
 AB1709'MANSFIELD, GO EAST BY BOAT FOR ABOUT 14.5 KM (9 MI) TO THE NORTH
 AB1709'JETTY OF THE PORT MANSFIELD CHANNEL THROUGH PADRE ISLAND. THE BOAT
 AB1709'WAS LANDED ON A SMALL SANDY BEACH AT THE WEST END OF THE JETTY AND
 AB1709'THEN PACK NORTH 30 METERS (95 FT) TO THE TOP OF THE JETTY AND THE
 AB1709'STATION.
 AB1709'
 AB1709'THE STATION IS A STANDARD USE DISK
 AB1709'STAMPED---532---,
 AB1709'SET INTO A DRILL HOLE IN A GRANITE BOULDER WITH AN APPROXIMATE
 AB1709'DIAMETER OF 1.5 METERS. THE BOULDER IS PART OF THE NORTH JETTY OF
 AB1709'THE PORT MANSFIELD SHIP CHANNEL. LOCATED
 AB1709'61 METERS (200 FT) EAST FROM THE APPROXIMATE BEGINNING OF THE JETTY,
 AB1709'12.2 METERS (40 FT) NORTH FROM THE APPROXIMATE SOUTH EDGE OF THE
 AB1709'JETTY AND
 AB1709'9.1 METERS (30 FT) SOUTH FROM THE APPROXIMATE NORTH EDGE OF THE
 AB1709'JETTY.
 AB1709'
 AB1709'HEIGHT OF LIGHT SHOWN WAS 1.1 METERS ABOVE THE MARK.
 AB1709'
 AB1709'AN EDM TIE WAS MADE TO STATION 011 USE.
 AB1709'
 AB1709'DESCRIBED BY D. W. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3545 ***********************************************************************
 AW3545  DESIGNATION -  535+00 350
 AW3545  PID         -  AW3545
 AW3545  STATE/COUNTY-  TX/HARRIS
 AW3545  USGS QUAD   -  HIGHLANDS (1995)
 AW3545
 AW3545                         *CURRENT SURVEY CONTROL
 AW3545  ___________________________________________________________________
 AW3545* NAD 83(1986)-  29 45 04.     (N)    095 05 37.     (W)     SCALED    
 AW3545* NAVD 88     -         1.18   (+/-2cm)       3.9    (feet)  VERTCON   
 AW3545  ___________________________________________________________________
 AW3545  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3545
 AW3545  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3545
 AW3545.The horizontal coordinates were scaled from a topographic map and have
 AW3545.an estimated accuracy of +/- 6 seconds.
 AW3545
 AW3545.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3545.The vertical order pertains to the NGVD 29 superseded value.
 AW3545
 AW3545.The geoid height was determined by GEOID03.
 AW3545
 AW3545;                    North         East    Units  Estimated Accuracy
 AW3545;SPC TXSC     - 4,218,850.      977,740.      MT  (+/- 180 meters Scaled)
 AW3545
 AW3545                          SUPERSEDED SURVEY CONTROL
 AW3545
 AW3545  NGVD 29 (??/??/92)    1.177  (m)            3.86   (f) ADJ UNCH    1 2
 AW3545
 AW3545.Superseded values are not recommended for survey control.
 AW3545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3545.See file dsdata.txt to determine how the superseded data were derived.
 AW3545
 AW3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN975930(NAD 83)
 AW3545_MARKER: Q = CHISELED SQUARE
 AW3545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3545_SP_SET: TILE
 AW3545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3545
 AW3545  HISTORY     - Date     Condition        Report By
 AW3545  HISTORY     - UNK      MONUMENTED       USE
 AW3545  HISTORY     - 1937     GOOD             NGS
 AW3545
 AW3545                          STATION DESCRIPTION
 AW3545
 AW3545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 AW3545'1.1 MI W FROM LYNCHBURG.
 AW3545'1.1 MILES W OF THE FERRY LANDING AT LYNCHBURG. THE MARK IS THE USE 350
 AW3545'REFERENCE 535+00, 1928, AND IS ACROSS THE CHANNEL FROM THE SAN JACINTO
 AW3545'PARK, THE MARK IS A CHISELED SQUARE ALONGSIDE OF A NAIL SET IN THE TOP
 AW3545'OF A 10 INCH TILE FILLED WITH CONCRETE AND SURROUNDED WITH CONCRETE,
 AW3545'WITH 535+00, 350 CAST IN THE OUTSIDE CONCRETE AND PROJECTS 2 INCHES
 AW3545'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6600 ***********************************************************************
 AW6600  DESIGNATION -  5352 0308 HCS 1968
 AW6600  PID         -  AW6600
 AW6600  STATE/COUNTY-  TX/HARRIS
 AW6600  USGS QUAD   -  BELLAIRE (1995)
 AW6600
 AW6600                         *CURRENT SURVEY CONTROL
 AW6600  ___________________________________________________________________
 AW6600* NAD 83(1993)-  29 38 23.84929(N)    095 24 31.73240(W)     ADJUSTED  
 AW6600* NAVD 88     -         0.00   (+/-2cm)       0.0    (feet)  VERTCON   
 AW6600  ___________________________________________________________________
 AW6600  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AW6600  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6600
 AW6600  HORZ ORDER  -  SECOND
 AW6600  VERT ORDER  -  THIRD ? (See Below)
 AW6600
 AW6600.The horizontal coordinates were established by classical geodetic methods
 AW6600.and adjusted by the National Geodetic Survey in February 1996..
 AW6600
 AW6600.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6600.The vertical order pertains to the NGVD 29 superseded value.
 AW6600
 AW6600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6600
 AW6600.The geoid height was determined by GEOID03.
 AW6600
 AW6600;                    North         East     Units Scale Factor Converg.
 AW6600;SPC TXSC     - 4,205,560.531   947,646.779   MT  0.99987736   +1 45 33.7
 AW6600;SPC TXSC     -13,797,743.18  3,109,071.14   sFT  0.99987736   +1 45 33.7
 AW6600;UTM  15      - 3,281,316.039   266,806.015   MT  1.00027101   -1 11 30.5
 AW6600
 AW6600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6600!SPC TXSC     -   1.00000428  x   0.99987736  =   0.99988164
 AW6600!UTM  15      -   1.00000428  x   1.00027101  =   1.00027529
 AW6600
 AW6600                          SUPERSEDED SURVEY CONTROL
 AW6600
 AW6600  NAD 83(1986)-  29 38 23.86334(N)    095 24 31.71326(W) AD(       ) 2
 AW6600  NAD 27      -  29 38 23.02797(N)    095 24 30.92868(W) AD(       ) 2
 AW6600  NGVD 29 (07/19/86)    0.00   (m)            0.0    (f) LEVELING    3  
 AW6600
 AW6600.Superseded values are not recommended for survey control.
 AW6600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6600.See file dsdata.txt to determine how the superseded data were derived.
 AW6600
 AW6600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6680681316(NAD 83)
 AW6600_MARKER: DD = SURVEY DISK
 AW6600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6600+STABILITY: SURFACE MOTION
 AW6600
 AW6600  HISTORY     - Date     Condition        Report By
 AW6600  HISTORY     - 1968     MONUMENTED       TX3280
 AW6600  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 AW6600
 AW6600                          STATION DESCRIPTION
 AW6600
 AW6600'DESCRIBED BY CITY OF HOUSTON TEXAS 1968 (JLC)
 AW6600'THE STATION IS LOCATED ON THE MISSOURI PACIFIC RAILWAY RIGHT-OF-WAY
 AW6600'ABOUT 7-3/4 MILES WEST OF THE TERMINAL BUILDINGS OF THE HOUSTON
 AW6600'INTERNATIONAL AIRPORT, 2-3/4 MILES SOUTH OF THE HOUSTON DOMED
 AW6600'STADIUM AND NEAR THE CENTER OF THE EAST PORTION OF THE
 AW6600'RIGHT-OF-WAY OF THE RAILROAD ALONG THE EAST SIDE OF STATE HIGHWAY
 AW6600'288 (ALMEDA ROAD).
 AW6600'
 AW6600'HOUSTON CITY SURVEY MARK 5352-0308 IS A STANDARD HCS DISK STAMPED
 AW6600'5352 0308, SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6600'WHICH IS 6 INCHES BELOW THE GROUND SURFACE.  (THIS MARK WAS USED
 AW6600'AS REFERENCE MARK 2).  IT IS 70 FEET NORTHEAST OF TELEPHONE POLE
 AW6600'NUMBER L5M, 63.6 FEET EAST OF THE EAST EDGE OF THE PAVED PORTION
 AW6600'OF STATE HIGHWAY 288 (ALMEDA ROAD) AND 4.3 FEET WEST OF THE WEST
 AW6600'RAIL OF THE RAILROAD TRACKS.
 AW6600
 AW6600                          STATION RECOVERY (1993)
 AW6600
 AW6600'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2303 ***********************************************************************
 AW2303  DESIGNATION -  5353 0110
 AW2303  PID         -  AW2303
 AW2303  STATE/COUNTY-  TX/HARRIS
 AW2303  USGS QUAD   -  BELLAIRE (1995)
 AW2303
 AW2303                         *CURRENT SURVEY CONTROL
 AW2303  ___________________________________________________________________
 AW2303* NAD 83(1986)-  29 39 59.     (N)    095 24 43.     (W)     SCALED    
 AW2303* NAVD 88     -        16.081  (meters)      52.76   (feet)  ADJUSTED  
 AW2303  ___________________________________________________________________
 AW2303  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2303  DYNAMIC HT  -          16.060 (meters)      52.69  (feet)  COMP
 AW2303  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 AW2303
 AW2303  VERT ORDER  -  FIRST     CLASS II
 AW2303
 AW2303.The horizontal coordinates were scaled from a topographic map and have
 AW2303.an estimated accuracy of +/- 6 seconds.
 AW2303
 AW2303.The orthometric height was determined by differential leveling
 AW2303.and adjusted by the National Geodetic Survey in June 1991..
 AW2303
 AW2303.The geoid height was determined by GEOID03.
 AW2303
 AW2303.The dynamic height is computed by dividing the NAVD 88
 AW2303.geopotential number by the normal gravity value computed on the
 AW2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2303.degrees latitude (g = 980.6199 gals.).
 AW2303
 AW2303.The modeled gravity was interpolated from observed gravity values.
 AW2303
 AW2303;                    North         East    Units  Estimated Accuracy
 AW2303;SPC TXSC     - 4,208,480.      947,250.      MT  (+/- 180 meters Scaled)
 AW2303
 AW2303                          SUPERSEDED SURVEY CONTROL
 AW2303
 AW2303  NGVD 29 (12/23/87)   16.078  (m)           52.75   (f) ADJUSTED    1 2
 AW2303
 AW2303.Superseded values are not recommended for survey control.
 AW2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2303.See file dsdata.txt to determine how the superseded data were derived.
 AW2303
 AW2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN665842(NAD 83)
 AW2303_MARKER: DD = SURVEY DISK
 AW2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2303_SP_SET: CONCRETE POST
 AW2303_STAMPING: 5353 0110
 AW2303_MARK LOGO: TX3280
 AW2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2303+STABILITY: SURFACE MOTION
 AW2303
 AW2303  HISTORY     - Date     Condition        Report By
 AW2303  HISTORY     - UNK      MONUMENTED       TX3280
 AW2303  HISTORY     - 1973     GOOD             NGS
 AW2303  HISTORY     - 1978     GOOD             NGS
 AW2303  HISTORY     - 1986     GOOD             NGS
 AW2303  HISTORY     - 1987     GOOD             USPSQD
 AW2303
 AW2303                          STATION DESCRIPTION
 AW2303
 AW2303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2303'4.55 MI SW FROM HOUSTON.
 AW2303'4.55 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2303'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, 0.1 MILE NORTHEAST OF
 AW2303'THE CROSSING OF KIRBY DRIVE, 3 1/4 POLES SOUTHWEST OF MILEPOLE 10, 7.4
 AW2303'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 76 FEET
 AW2303'NORTHEAST OF THE CENTER LINE OF AN ABANDONED ASPHALT ROAD, 48.15 FEET
 AW2303'SOUTH-SOUTHEAST OF A NAIL AND WASHER IN TELEPHONE POLE 080, 42.5 FEET
 AW2303'NORTH-NORTHWEST OF A POWER POLE BEARING TWO TRANSFORMERS, 70.1 FEET
 AW2303'EAST OF POWER POLE 97911, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET
 AW2303'IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND.
 AW2303
 AW2303                          STATION RECOVERY (1978)
 AW2303
 AW2303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2303'RECOVERED IN GOOD CONDITION.
 AW2303
 AW2303                          STATION RECOVERY (1986)
 AW2303
 AW2303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2303'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW2303'ADD 4.7 METERS (15.5 FT) SOUTH OF A SECURITY FENCE AND 1.5 METERS
 AW2303'(4.8 FT) SOUTH OF A WITNESS POST.
 AW2303
 AW2303                          STATION RECOVERY (1987)
 AW2303
 AW2303'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2306 ***********************************************************************
 AW2306  DESIGNATION -  5353 0915
 AW2306  PID         -  AW2306
 AW2306  STATE/COUNTY-  TX/HARRIS
 AW2306  USGS QUAD   -  BELLAIRE (1995)
 AW2306
 AW2306                         *CURRENT SURVEY CONTROL
 AW2306  ___________________________________________________________________
 AW2306* NAD 83(1986)-  29 40 22.     (N)    095 23 25.     (W)     SCALED    
 AW2306* NAVD 88     -        14.574  (meters)      47.81   (feet)  ADJUSTED  
 AW2306  ___________________________________________________________________
 AW2306  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW2306  DYNAMIC HT  -          14.554 (meters)      47.75  (feet)  COMP
 AW2306  MODELED GRAV-     979,278.2   (mgal)                       NAVD 88
 AW2306
 AW2306  VERT ORDER  -  FIRST     CLASS II
 AW2306
 AW2306.The horizontal coordinates were scaled from a topographic map and have
 AW2306.an estimated accuracy of +/- 6 seconds.
 AW2306
 AW2306.The orthometric height was determined by differential leveling
 AW2306.and adjusted by the National Geodetic Survey in June 1991..
 AW2306
 AW2306.The geoid height was determined by GEOID03.
 AW2306
 AW2306.The dynamic height is computed by dividing the NAVD 88
 AW2306.geopotential number by the normal gravity value computed on the
 AW2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2306.degrees latitude (g = 980.6199 gals.).
 AW2306
 AW2306.The modeled gravity was interpolated from observed gravity values.
 AW2306
 AW2306;                    North         East    Units  Estimated Accuracy
 AW2306;SPC TXSC     - 4,209,250.      949,330.      MT  (+/- 180 meters Scaled)
 AW2306
 AW2306                          SUPERSEDED SURVEY CONTROL
 AW2306
 AW2306  NGVD 29 (12/23/87)   14.570  (m)           47.80   (f) ADJUSTED    1 2
 AW2306
 AW2306.Superseded values are not recommended for survey control.
 AW2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2306.See file dsdata.txt to determine how the superseded data were derived.
 AW2306
 AW2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN686849(NAD 83)
 AW2306_MARKER: DD = SURVEY DISK
 AW2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2306_SP_SET: CONCRETE POST
 AW2306_STAMPING: 5353 0915
 AW2306_MARK LOGO: TX3280
 AW2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2306+STABILITY: SURFACE MOTION
 AW2306
 AW2306  HISTORY     - Date     Condition        Report By
 AW2306  HISTORY     - UNK      MONUMENTED       TX3280
 AW2306  HISTORY     - 1973     GOOD             NGS
 AW2306  HISTORY     - 1978     GOOD             NGS
 AW2306  HISTORY     - 1986     GOOD             NGS
 AW2306  HISTORY     - 1987     GOOD             USPSQD
 AW2306  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2306  HISTORY     - 1990     GOOD             USPSQD
 AW2306
 AW2306                          STATION DESCRIPTION
 AW2306
 AW2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2306'3.2 MI SW FROM HOUSTON.
 AW2306'3.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2306'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, 7 POLES NORTHEAST OF
 AW2306'MILEPOLE 9, AT A POINT WHERE A SPUR TRACK CROSSES HOLMES ROAD TO THE
 AW2306'AQUANESS CHEMICAL COMPANY, 5.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 AW2306'THE MAIN TRACK, 94 FEET WEST OF THE CENTER OF THE CROSSING OF HOLMES
 AW2306'ROAD AND THE SPUR TRACK, 33.6 FEET SOUTH OF A NAIL AND WASHER IN A
 AW2306'TELEPHONE POLE, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP
 AW2306'OF A CONCRETE POST 0.7 FOOT UNDERGROUND.
 AW2306
 AW2306                          STATION RECOVERY (1978)
 AW2306
 AW2306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2306'RECOVERED IN GOOD CONDITION.
 AW2306
 AW2306                          STATION RECOVERY (1986)
 AW2306
 AW2306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2306'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW2306'THE MARK IS 1.8 METERS  S FROM  A WITNESS POST
 AW2306
 AW2306                          STATION RECOVERY (1987)
 AW2306
 AW2306'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AW2306'RECOVERED IN GOOD CONDITION.
 AW2306
 AW2306                          STATION RECOVERY (1987)
 AW2306
 AW2306'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2306'MARK NOT FOUND.
 AW2306
 AW2306                          STATION RECOVERY (1990)
 AW2306
 AW2306'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2324 ***********************************************************************
 AW2324  DESIGNATION -  5354 1301 C OF H
 AW2324  PID         -  AW2324
 AW2324  STATE/COUNTY-  TX/HARRIS
 AW2324  USGS QUAD   -  BELLAIRE (1995)
 AW2324
 AW2324                         *CURRENT SURVEY CONTROL
 AW2324  ___________________________________________________________________
 AW2324* NAD 83(1986)-  29 40 31.     (N)    095 22 43.     (W)     SCALED    
 AW2324* NAVD 88     -        14.56   (+/-2cm)      47.8    (feet)  VERTCON   
 AW2324  ___________________________________________________________________
 AW2324  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW2324
 AW2324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2324
 AW2324.The horizontal coordinates were scaled from a topographic map and have
 AW2324.an estimated accuracy of +/- 6 seconds.
 AW2324
 AW2324.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2324.The vertical order pertains to the NGVD 29 superseded value.
 AW2324
 AW2324.The geoid height was determined by GEOID03.
 AW2324
 AW2324;                    North         East    Units  Estimated Accuracy
 AW2324;SPC TXSC     - 4,209,560.      950,450.      MT  (+/- 180 meters Scaled)
 AW2324
 AW2324                          SUPERSEDED SURVEY CONTROL
 AW2324
 AW2324  NGVD 29 (??/??/92)   14.552  (m)           47.74   (f) ADJ UNCH    2 0
 AW2324
 AW2324.Superseded values are not recommended for survey control.
 AW2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2324.See file dsdata.txt to determine how the superseded data were derived.
 AW2324
 AW2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN698851(NAD 83)
 AW2324_MARKER: DD = SURVEY DISK
 AW2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2324_STAMPING: 5354 1301
 AW2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2324+STABILITY: SURFACE MOTION
 AW2324
 AW2324  HISTORY     - Date     Condition        Report By
 AW2324  HISTORY     - UNK      MONUMENTED       TX3280
 AW2324  HISTORY     - 1973     GOOD             NGS
 AW2324  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2324  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2324  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2324  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW2324
 AW2324                          STATION DESCRIPTION
 AW2324
 AW2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2324'2.6 MI SW FROM HOUSTON.
 AW2324'2.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2324'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, 8 POLES SOUTHWEST OF
 AW2324'MILEPOLE 8, AT THE JUNCTION OF HOLMES ROAD AND MAKALU STREET, 8.0 FEET
 AW2324'SOUTHEAST OF THE SOUTHEAST RAIL, 62 1/2 FEET NORTHWEST OF THE ROAD, 2
 AW2324'FEET NORTHEAST OF THE EXTENDED CENTER LINE OF THE STREET SOUTHEAST,
 AW2324'107.7 FEET WEST-SOUTHWEST OF THE 7TH POLE SOUTHWEST OF THE MILEPOLE,
 AW2324'ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 AW2324'CONCRETE POST 1.0 FOOT UNDERGROUND.
 AW2324
 AW2324                          STATION RECOVERY (1978)
 AW2324
 AW2324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2324'NOT RECOVERED.
 AW2324
 AW2324                          STATION RECOVERY (1987)
 AW2324
 AW2324'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AW2324'MARK NOT FOUND.
 AW2324
 AW2324                          STATION RECOVERY (1987)
 AW2324
 AW2324'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2324'MARK NOT FOUND.
 AW2324
 AW2324                          STATION RECOVERY (2004)
 AW2324
 AW2324'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2309 ***********************************************************************
 AW2309  DESIGNATION -  5354 1602
 AW2309  PID         -  AW2309
 AW2309  STATE/COUNTY-  TX/HARRIS
 AW2309  USGS QUAD   -  PARK PLACE (1995)
 AW2309
 AW2309                         *CURRENT SURVEY CONTROL
 AW2309  ___________________________________________________________________
 AW2309* NAD 83(1986)-  29 40 41.     (N)    095 22 27.     (W)     SCALED    
 AW2309* NAVD 88     -        13.732  (meters)      45.05   (feet)  ADJUSTED  
 AW2309  ___________________________________________________________________
 AW2309  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW2309  DYNAMIC HT  -          13.714 (meters)      44.99  (feet)  COMP
 AW2309  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 AW2309
 AW2309  VERT ORDER  -  FIRST     CLASS II
 AW2309
 AW2309.The horizontal coordinates were scaled from a topographic map and have
 AW2309.an estimated accuracy of +/- 6 seconds.
 AW2309
 AW2309.The orthometric height was determined by differential leveling
 AW2309.and adjusted by the National Geodetic Survey in June 1991..
 AW2309
 AW2309.The geoid height was determined by GEOID03.
 AW2309
 AW2309.The dynamic height is computed by dividing the NAVD 88
 AW2309.geopotential number by the normal gravity value computed on the
 AW2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2309.degrees latitude (g = 980.6199 gals.).
 AW2309
 AW2309.The modeled gravity was interpolated from observed gravity values.
 AW2309
 AW2309;                    North         East    Units  Estimated Accuracy
 AW2309;SPC TXSC     - 4,209,880.      950,870.      MT  (+/- 180 meters Scaled)
 AW2309
 AW2309                          SUPERSEDED SURVEY CONTROL
 AW2309
 AW2309  NGVD 29 (12/23/87)   13.728  (m)           45.04   (f) ADJUSTED    1 2
 AW2309
 AW2309.Superseded values are not recommended for survey control.
 AW2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2309.See file dsdata.txt to determine how the superseded data were derived.
 AW2309
 AW2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN702854(NAD 83)
 AW2309_MARKER: DD = SURVEY DISK
 AW2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2309_SP_SET: CONCRETE POST
 AW2309_STAMPING: 5354 1602
 AW2309_MARK LOGO: TX3280
 AW2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2309+STABILITY: SURFACE MOTION
 AW2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2309+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 AW2309
 AW2309  HISTORY     - Date     Condition        Report By
 AW2309  HISTORY     - UNK      MONUMENTED       TX3280
 AW2309  HISTORY     - 1973     GOOD             NGS
 AW2309  HISTORY     - 1978     GOOD             NGS
 AW2309  HISTORY     - 1986     GOOD             NGS
 AW2309  HISTORY     - 1987     GOOD             USPSQD
 AW2309  HISTORY     - 1987     GOOD             USPSQD
 AW2309  HISTORY     - 1990     GOOD             USPSQD
 AW2309  HISTORY     - 20040324 GOOD             USPSQD
 AW2309
 AW2309                          STATION DESCRIPTION
 AW2309
 AW2309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2309'2.1 MI SW FROM HOUSTON.
 AW2309'2.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2309'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, AT THE JUNCTION OF
 AW2309'HOLMES ROAD AND WOODWARD STREET, 7.5 FEET SOUTHEAST OF THE SOUTHEAST
 AW2309'RAIL, 61 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 9 FEET
 AW2309'SOUTHWEST OF THE EXTENDED CENTER LINE OF THE STREET, 65.9 FEET NORTH
 AW2309'OF THE 9TH TELEPHONE POLE NORTHEAST OF MILEPOLE 8, 96.3 FEET
 AW2309'WEST-SOUTHWEST OF A NAIL AND WASHER IN A TELEPHONE POLE, ABOUT 1 FOOT
 AW2309'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST 0.5 FOOT
 AW2309'UNDERGROUND.
 AW2309
 AW2309                          STATION RECOVERY (1978)
 AW2309
 AW2309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2309'RECOVERED IN GOOD CONDITION.
 AW2309
 AW2309                          STATION RECOVERY (1986)
 AW2309
 AW2309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2309'RECOVERED IN GOOD CONDITION.
 AW2309
 AW2309                          STATION RECOVERY (1987)
 AW2309
 AW2309'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AW2309'RECOVERED IN GOOD CONDITION.
 AW2309
 AW2309                          STATION RECOVERY (1987)
 AW2309
 AW2309'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2309'RECOVERED IN GOOD CONDITION.
 AW2309
 AW2309                          STATION RECOVERY (1990)
 AW2309
 AW2309'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2309'RECOVERED IN GOOD CONDITION.
 AW2309
 AW2309                          STATION RECOVERY (2004)
 AW2309
 AW2309'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0584 ***********************************************************************
 DM0584  DESIGNATION -  536.9
 DM0584  PID         -  DM0584
 DM0584  STATE/COUNTY-  TX/LAMAR
 DM0584  USGS QUAD   -  PARIS (1984)
 DM0584
 DM0584                         *CURRENT SURVEY CONTROL
 DM0584  ___________________________________________________________________
 DM0584* NAD 83(1986)-  33 37 32.     (N)    095 36 48.     (W)     SCALED    
 DM0584* NAVD 88     -       163.917  (meters)     537.78   (feet)  ADJUSTED  
 DM0584  ___________________________________________________________________
 DM0584  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM0584  DYNAMIC HT  -         163.744 (meters)     537.22  (feet)  COMP
 DM0584  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DM0584
 DM0584  VERT ORDER  -  SECOND    CLASS 0
 DM0584
 DM0584.The horizontal coordinates were scaled from a topographic map and have
 DM0584.an estimated accuracy of +/- 6 seconds.
 DM0584
 DM0584.The orthometric height was determined by differential leveling
 DM0584.and adjusted by the National Geodetic Survey in June 1991..
 DM0584
 DM0584.The geoid height was determined by GEOID03.
 DM0584
 DM0584.The dynamic height is computed by dividing the NAVD 88
 DM0584.geopotential number by the normal gravity value computed on the
 DM0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0584.degrees latitude (g = 980.6199 gals.).
 DM0584
 DM0584.The modeled gravity was interpolated from observed gravity values.
 DM0584
 DM0584;                    North         East    Units  Estimated Accuracy
 DM0584;SPC TXNC     - 2,220,910.      867,790.      MT  (+/- 180 meters Scaled)
 DM0584
 DM0584                          SUPERSEDED SURVEY CONTROL
 DM0584
 DM0584  NGVD 29 (??/??/92)  163.896  (m)          537.72   (f) ADJ UNCH    2 0
 DM0584
 DM0584.Superseded values are not recommended for survey control.
 DM0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0584.See file dsdata.txt to determine how the superseded data were derived.
 DM0584
 DM0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT575237(NAD 83)
 DM0584_MARKER: P = PIPE CAP
 DM0584_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0584_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0584
 DM0584  HISTORY     - Date     Condition        Report By
 DM0584  HISTORY     - UNK      MONUMENTED       USGS
 DM0584  HISTORY     - 1933     GOOD             NGS
 DM0584  HISTORY     - 1944     MARK NOT FOUND   ATSFRR
 DM0584  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0584
 DM0584                          STATION DESCRIPTION
 DM0584
 DM0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0584'4.0 MI S FROM PARIS.
 DM0584'4 MILES SOUTH OF, ALONG GULF, COLORADO AND SANTA FE R.R.  21 MILES
 DM0584'EAST OF HONEY GROVE, AT PUBLIC ROAD CROSSING.  10 FEET NORTHEAST OF
 DM0584'DIRT ROAD.  15 FEET NORTHWEST OF RAILROAD CROSSING.  800 FEET
 DM0584'SOUTHEAST OF BEN PRICES HOUSE.  IRON POST.
 DM0584
 DM0584                          STATION RECOVERY (1944)
 DM0584
 DM0584'RECOVERY NOTE BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1944
 DM0584'MARK NOT FOUND.
 DM0584
 DM0584                          STATION RECOVERY (1995)
 DM0584
 DM0584'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0308 ***********************************************************************
 CD0308  DESIGNATION -  5387.4
 CD0308  PID         -  CD0308
 CD0308  STATE/COUNTY-  TX/CULBERSON
 CD0308  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0308
 CD0308                         *CURRENT SURVEY CONTROL
 CD0308  ___________________________________________________________________
 CD0308* NAD 83(1986)-  31 51 42.     (N)    104 49 48.     (W)     SCALED    
 CD0308* NAVD 88     -      1642.531  (meters)    5388.87   (feet)  ADJUSTED  
 CD0308  ___________________________________________________________________
 CD0308  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CD0308  DYNAMIC HT  -        1639.960 (meters)    5380.44  (feet)  COMP
 CD0308  MODELED GRAV-     979,015.9   (mgal)                       NAVD 88
 CD0308
 CD0308  VERT ORDER  -  FIRST     CLASS II
 CD0308
 CD0308.The horizontal coordinates were scaled from a topographic map and have
 CD0308.an estimated accuracy of +/- 6 seconds.
 CD0308
 CD0308.The orthometric height was determined by differential leveling
 CD0308.and adjusted by the National Geodetic Survey in June 1991..
 CD0308
 CD0308.The geoid height was determined by GEOID03.
 CD0308
 CD0308.The dynamic height is computed by dividing the NAVD 88
 CD0308.geopotential number by the normal gravity value computed on the
 CD0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0308.degrees latitude (g = 980.6199 gals.).
 CD0308
 CD0308.The modeled gravity was interpolated from observed gravity values.
 CD0308
 CD0308;                    North         East    Units  Estimated Accuracy
 CD0308;SPC TX C     - 3,251,940.      274,580.      MT  (+/- 180 meters Scaled)
 CD0308
 CD0308                          SUPERSEDED SURVEY CONTROL
 CD0308
 CD0308  NGVD 29 (??/??/92) 1641.906  (m)         5386.82   (f) ADJ UNCH    1 2
 CD0308
 CD0308.Superseded values are not recommended for survey control.
 CD0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0308.See file dsdata.txt to determine how the superseded data were derived.
 CD0308
 CD0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER160251(NAD 83)
 CD0308_MARKER: Q = CHISELED SQUARE
 CD0308_SETTING: 66 = SET IN ROCK OUTCROP
 CD0308_SP_SET: OUTCROP
 CD0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0308+STABILITY: POSITION/ELEVATION WELL
 CD0308
 CD0308  HISTORY     - Date     Condition        Report By
 CD0308  HISTORY     - UNK      MONUMENTED       USGS
 CD0308  HISTORY     - 1943     GOOD             NGS
 CD0308  HISTORY     - 1977     MARK NOT FOUND   NGS
 CD0308
 CD0308                          STATION DESCRIPTION
 CD0308
 CD0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CD0308'107.7 MI E FROM EL PASO.
 CD0308'IN CULBERSON COUNTY, 107.7 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0308'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 2.2 MILES NORTHEAST OF
 CD0308'THE SIGNAL PEAK SERVICE STATION, IN A SMALL PARK ABOUT HALFWAY UP A
 CD0308'STEEP MOUNTAIN GRADE, 80 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CD0308'10 FEET NORTH OF A ROCK WALL ALONG THE SOUTH SIDE OF THE PARK, AND ON
 CD0308'THE TOP OF A ROCK OUTCROP.  A CHISELED SQUARE, MARKED 5387.4.
 CD0308
 CD0308                          STATION RECOVERY (1977)
 CD0308
 CD0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0308'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1240 ***********************************************************************
 FL1240  DESIGNATION -  54 + 43.8 165 LT RPT
 FL1240  PID         -  FL1240
 FL1240  STATE/COUNTY-  TX/POTTER
 FL1240  USGS QUAD   -  AMARILLO EAST (1973)
 FL1240
 FL1240                         *CURRENT SURVEY CONTROL
 FL1240  ___________________________________________________________________
 FL1240* NAD 83(1986)-  35 11 35.     (N)    101 45 35.     (W)     SCALED    
 FL1240* NAVD 88     -      1101.81   (+/-2cm)    3614.9    (feet)  VERTCON   
 FL1240  ___________________________________________________________________
 FL1240  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL1240
 FL1240  VERT ORDER  -  THIRD (See Below)
 FL1240
 FL1240.The horizontal coordinates were scaled from a topographic map and have
 FL1240.an estimated accuracy of +/- 6 seconds.
 FL1240
 FL1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1240.The vertical order pertains to the NGVD 29 superseded value.
 FL1240
 FL1240.The geoid height was determined by GEOID03.
 FL1240
 FL1240;                    North         East    Units  Estimated Accuracy
 FL1240;SPC TX N     - 1,132,390.      176,350.      MT  (+/- 180 meters Scaled)
 FL1240
 FL1240                          SUPERSEDED SURVEY CONTROL
 FL1240
 FL1240  NGVD 29 (01/29/03) 1101.31   (m)         3613.2    (f) RESET       3  
 FL1240
 FL1240.Superseded values are not recommended for survey control.
 FL1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1240.See file dsdata.txt to determine how the superseded data were derived.
 FL1240
 FL1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD487979(NAD 83)
 FL1240_MARKER: DD = SURVEY DISK
 FL1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1240_STAMPING: 54 + 43.8 165 LT RPT
 FL1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1240+STABILITY: SURFACE MOTION
 FL1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1240+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 FL1240
 FL1240  HISTORY     - Date     Condition        Report By
 FL1240  HISTORY     - UNK      MONUMENTED       CGS
 FL1240  HISTORY     - 1964     GOOD             NGS
 FL1240  HISTORY     - 20040804 GOOD             USPSQD
 FL1240
 FL1240                          STATION DESCRIPTION
 FL1240
 FL1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FL1240'5.0 MI SE FROM AMARILLO.
 FL1240'ABOUT 5.0 MILES SOUTHEAST OF THE POST OFFICE IN AMARILLO.  TO REACH
 FL1240'FROM THE POST OFFICE IN AMARILLO, GO EAST 2 BLOCKS TO PIERCE STREET
 FL1240'(U.S. HWY. 287), THENCE 0.4 MILE SOUTH ALONG U. S. HIGHWAY 287 TO 10TH
 FL1240'STREET, THENCE 2.0 MILES SOUTHEASTERLY ALONG U. S. HIGHWAY 287 TO
 FL1240'INTERSTATE HIGHWAY 40, THENCE 2.55 MILES EASTERLY ALONG INTERSTATE
 FL1240'HIGHWAY TO BENCH MARK ON LEFT.  182 FEET EAST OF THE ENTRANCE TO
 FL1240'MEMORIAL PARK CEMETERY, 49 FEET NORTH OF THE CENTERLINE OF THE NORTH
 FL1240'FRONTAGE ROAD AND 1 FOOT SOUTH OF A WOOVEN WIRE FENCE.  A TEXAS
 FL1240'HIGHWAY DEPARTMENT BRONZE DISK STAMPED 54 + 43.8 165 LT RPT, SET IN
 FL1240'ROUND CONCRETE POST ABOUT 6 INCHES IN DIAMETER AND PROJECTS 0.3 FOOT
 FL1240'ABOVE THE GROUND.
 FL1240
 FL1240                          STATION RECOVERY (2004)
 FL1240
 FL1240'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3546 ***********************************************************************
 AW3546  DESIGNATION -  545+00
 AW3546  PID         -  AW3546
 AW3546  STATE/COUNTY-  TX/HARRIS
 AW3546  USGS QUAD   -  LA PORTE (1982)
 AW3546
 AW3546                         *CURRENT SURVEY CONTROL
 AW3546  ___________________________________________________________________
 AW3546* NAD 83(1986)-  29 45 00.     (N)    095 05 43.     (W)     SCALED    
 AW3546* NAVD 88     -         2.91   (+/-2cm)       9.5    (feet)  VERTCON   
 AW3546  ___________________________________________________________________
 AW3546  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3546
 AW3546  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3546
 AW3546.The horizontal coordinates were scaled from a topographic map and have
 AW3546.an estimated accuracy of +/- 6 seconds.
 AW3546
 AW3546.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3546.The vertical order pertains to the NGVD 29 superseded value.
 AW3546
 AW3546.The geoid height was determined by GEOID03.
 AW3546
 AW3546;                    North         East    Units  Estimated Accuracy
 AW3546;SPC TXSC     - 4,218,720.      977,580.      MT  (+/- 180 meters Scaled)
 AW3546
 AW3546                          SUPERSEDED SURVEY CONTROL
 AW3546
 AW3546  NGVD 29 (??/??/92)    2.904  (m)            9.53   (f) ADJ UNCH    1 2
 AW3546
 AW3546.Superseded values are not recommended for survey control.
 AW3546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3546.See file dsdata.txt to determine how the superseded data were derived.
 AW3546
 AW3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN973929(NAD 83)
 AW3546_MARKER: Q = CHISELED SQUARE
 AW3546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3546_SP_SET: SHIP CHANNEL
 AW3546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3546
 AW3546  HISTORY     - Date     Condition        Report By
 AW3546  HISTORY     - UNK      MONUMENTED       USE
 AW3546  HISTORY     - 1936     GOOD             NGS
 AW3546  HISTORY     - 1937     GOOD             NGS
 AW3546
 AW3546                          STATION DESCRIPTION
 AW3546
 AW3546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW3546'1.3 MI W FROM LYNCHBURG.
 AW3546'400 FEET NORTHWEST OF THE CENTER LINE OF THE HOUSTON SHIP CHANNEL, AT
 AW3546'USE STATION 454+00.
 AW3546
 AW3546                          STATION RECOVERY (1937)
 AW3546
 AW3546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 AW3546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2310 ***********************************************************************
 AW2310  DESIGNATION -  5454 0103
 AW2310  PID         -  AW2310
 AW2310  STATE/COUNTY-  TX/HARRIS
 AW2310  USGS QUAD   -  PARK PLACE (1995)
 AW2310
 AW2310                         *CURRENT SURVEY CONTROL
 AW2310  ___________________________________________________________________
 AW2310* NAD 83(1986)-  29 40 43.     (N)    095 22 17.     (W)     SCALED    
 AW2310* NAVD 88     -        14.03   (+/-2cm)      46.0    (feet)  VERTCON   
 AW2310  ___________________________________________________________________
 AW2310  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW2310
 AW2310  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2310
 AW2310.The horizontal coordinates were scaled from a topographic map and have
 AW2310.an estimated accuracy of +/- 6 seconds.
 AW2310
 AW2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2310.The vertical order pertains to the NGVD 29 superseded value.
 AW2310
 AW2310.The geoid height was determined by GEOID03.
 AW2310
 AW2310;                    North         East    Units  Estimated Accuracy
 AW2310;SPC TXSC     - 4,209,950.      951,140.      MT  (+/- 180 meters Scaled)
 AW2310
 AW2310                          SUPERSEDED SURVEY CONTROL
 AW2310
 AW2310  NGVD 29 (??/??/92)   14.030  (m)           46.03   (f) ADJ UNCH    1 2
 AW2310
 AW2310.Superseded values are not recommended for survey control.
 AW2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2310.See file dsdata.txt to determine how the superseded data were derived.
 AW2310
 AW2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN705855(NAD 83)
 AW2310_MARKER: DD = SURVEY DISK
 AW2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2310_STAMPING: 5454 0103
 AW2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2310+STABILITY: SURFACE MOTION
 AW2310
 AW2310  HISTORY     - Date     Condition        Report By
 AW2310  HISTORY     - UNK      MONUMENTED       TX3280
 AW2310  HISTORY     - 1973     GOOD             NGS
 AW2310  HISTORY     - 1978     GOOD             NGS
 AW2310  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2310  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2310  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2310  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW2310
 AW2310                          STATION DESCRIPTION
 AW2310
 AW2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2310'1.9 MI SW FROM HOUSTON.
 AW2310'1.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2310'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, 0.5 MILE SOUTHWEST OF
 AW2310'INTERSTATE HIGHWAY 10 OVERPASS OVER THE RAILROAD, AT THE JUNCTION OF
 AW2310'HOLMES ROAD AND COMAL STREET, 4.0 FEET NORTHWEST OF THE NORTHWEST RAIL
 AW2310'OF THE MAIN TRACK, 150 FEET NORTHEAST OF THE CENTER LINE OF A DRIVE
 AW2310'ACROSS THE TRACKS TO A HOUSE AT 3701 HOLMES ROAD, 85 FEET
 AW2310'NORTH-NORTHWEST OF THE CENTER OF THE JUNCTION, 46 1/2 FEET
 AW2310'SOUTH-SOUTHEAST OF A T JUNCTION POST OF A CYCLONE FENCE, 27.3 FEET
 AW2310'SOUTH-SOUTHEAST OF A NAIL AND WASHER IN A TELEPHONE POLE, 170 FEET
 AW2310'NORTHEAST OF THE EAST CORNER OF THE CONCRETE BASE OF A RAILROAD SIGNAL
 AW2310'CONTROL BOX, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF
 AW2310'A CONCRETE POST 0.8 FOOT UNDERGROUND.
 AW2310
 AW2310                          STATION RECOVERY (1978)
 AW2310
 AW2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2310'RECOVERED IN GOOD CONDITION.
 AW2310
 AW2310                          STATION RECOVERY (1986)
 AW2310
 AW2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2310'NOT RECOVERED.
 AW2310
 AW2310                          STATION RECOVERY (1987)
 AW2310
 AW2310'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AW2310'MARK NOT FOUND.
 AW2310
 AW2310                          STATION RECOVERY (1987)
 AW2310
 AW2310'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2310'MARK NOT FOUND.
 AW2310
 AW2310                          STATION RECOVERY (2004)
 AW2310
 AW2310'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2312 ***********************************************************************
 AW2312  DESIGNATION -  5454 0405 C OF H
 AW2312  PID         -  AW2312
 AW2312  STATE/COUNTY-  TX/HARRIS
 AW2312  USGS QUAD   -  PARK PLACE (1995)
 AW2312
 AW2312                         *CURRENT SURVEY CONTROL
 AW2312  ___________________________________________________________________
 AW2312* NAD 83(1986)-  29 40 52.     (N)    095 21 47.     (W)     SCALED    
 AW2312* NAVD 88     -        13.52   (+/-2cm)      44.4    (feet)  VERTCON   
 AW2312  ___________________________________________________________________
 AW2312  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW2312
 AW2312  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2312
 AW2312.The horizontal coordinates were scaled from a topographic map and have
 AW2312.an estimated accuracy of +/- 6 seconds.
 AW2312
 AW2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2312.The vertical order pertains to the NGVD 29 superseded value.
 AW2312
 AW2312.The geoid height was determined by GEOID03.
 AW2312
 AW2312;                    North         East    Units  Estimated Accuracy
 AW2312;SPC TXSC     - 4,210,260.      951,930.      MT  (+/- 180 meters Scaled)
 AW2312
 AW2312                          SUPERSEDED SURVEY CONTROL
 AW2312
 AW2312  NGVD 29 (??/??/92)   13.518  (m)           44.35   (f) ADJ UNCH    1 2
 AW2312
 AW2312.Superseded values are not recommended for survey control.
 AW2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2312.See file dsdata.txt to determine how the superseded data were derived.
 AW2312
 AW2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN713857(NAD 83)
 AW2312_MARKER: DD = SURVEY DISK
 AW2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2312_STAMPING: 5454 0405
 AW2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2312+STABILITY: SURFACE MOTION
 AW2312
 AW2312  HISTORY     - Date     Condition        Report By
 AW2312  HISTORY     - UNK      MONUMENTED       TX3280
 AW2312  HISTORY     - 1973     GOOD             NGS
 AW2312  HISTORY     - 1978     GOOD             NGS
 AW2312  HISTORY     - 1987     GOOD             USPSQD
 AW2312  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2312  HISTORY     - 1990     GOOD             USPSQD
 AW2312
 AW2312                          STATION DESCRIPTION
 AW2312
 AW2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2312'1.4 MI SW FROM HOUSTON.
 AW2312'1.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2312'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, 0.4 MILE SOUTHWEST OF
 AW2312'THE CROSSING OF CULLEN BOULEVARD, 1 POLE SOUTHWEST OF MILEPOLE 7, AT
 AW2312'INTERSTATE HIGHWAY 10 OVERPASS, 4.8 FEET SOUTHEAST OF THE SOUTHEAST
 AW2312'RAIL OF THE MAIN TRACK, 14.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF A
 AW2312'SIDE TRACK, 28.1 FEET NORTHEAST OF BENCH MARK Q 1211, 49.5 FEET WEST
 AW2312'OF A NAIL AND WASHER IN THE FIRST POLE SOUTHWEST OF THE MILEPOLE,
 AW2312'ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 AW2312'POST 0.6 FOOT UNDERGROUND.
 AW2312
 AW2312                          STATION RECOVERY (1978)
 AW2312
 AW2312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2312'RECOVERED IN GOOD CONDITION.
 AW2312
 AW2312                          STATION RECOVERY (1987)
 AW2312
 AW2312'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AW2312'RECOVERED IN GOOD CONDITION.
 AW2312
 AW2312                          STATION RECOVERY (1987)
 AW2312
 AW2312'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2312'MARK NOT FOUND.
 AW2312
 AW2312                          STATION RECOVERY (1990)
 AW2312
 AW2312'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2313 ***********************************************************************
 AW2313  DESIGNATION -  5454 0606
 AW2313  PID         -  AW2313
 AW2313  STATE/COUNTY-  TX/HARRIS
 AW2313  USGS QUAD   -  PARK PLACE (1995)
 AW2313
 AW2313                         *CURRENT SURVEY CONTROL
 AW2313  ___________________________________________________________________
 AW2313* NAD 83(1986)-  29 40 59.     (N)    095 21 21.     (W)     SCALED    
 AW2313* NAVD 88     -        12.966  (meters)      42.54   (feet)  ADJUSTED  
 AW2313  ___________________________________________________________________
 AW2313  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW2313  DYNAMIC HT  -          12.948 (meters)      42.48  (feet)  COMP
 AW2313  MODELED GRAV-     979,279.2   (mgal)                       NAVD 88
 AW2313
 AW2313  VERT ORDER  -  FIRST     CLASS II
 AW2313
 AW2313.The horizontal coordinates were scaled from a topographic map and have
 AW2313.an estimated accuracy of +/- 6 seconds.
 AW2313
 AW2313.The orthometric height was determined by differential leveling
 AW2313.and adjusted by the National Geodetic Survey in June 1991..
 AW2313
 AW2313.The geoid height was determined by GEOID03.
 AW2313
 AW2313.The dynamic height is computed by dividing the NAVD 88
 AW2313.geopotential number by the normal gravity value computed on the
 AW2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2313.degrees latitude (g = 980.6199 gals.).
 AW2313
 AW2313.The modeled gravity was interpolated from observed gravity values.
 AW2313
 AW2313;                    North         East    Units  Estimated Accuracy
 AW2313;SPC TXSC     - 4,210,490.      952,630.      MT  (+/- 180 meters Scaled)
 AW2313
 AW2313                          SUPERSEDED SURVEY CONTROL
 AW2313
 AW2313  NGVD 29 (12/23/87)   12.962  (m)           42.53   (f) ADJUSTED    1 2
 AW2313
 AW2313.Superseded values are not recommended for survey control.
 AW2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2313.See file dsdata.txt to determine how the superseded data were derived.
 AW2313
 AW2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN720859(NAD 83)
 AW2313_MARKER: DD = SURVEY DISK
 AW2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2313_SP_SET: CONCRETE POST
 AW2313_STAMPING: 5454 0606
 AW2313_MARK LOGO: TX3280
 AW2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2313+STABILITY: SURFACE MOTION
 AW2313
 AW2313  HISTORY     - Date     Condition        Report By
 AW2313  HISTORY     - UNK      MONUMENTED       TX3280
 AW2313  HISTORY     - 1973     GOOD             NGS
 AW2313  HISTORY     - 1978     GOOD             NGS
 AW2313  HISTORY     - 1986     GOOD             NGS
 AW2313  HISTORY     - 1987     GOOD             USPSQD
 AW2313  HISTORY     - 1987     GOOD             USPSQD
 AW2313  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW2313
 AW2313                          STATION DESCRIPTION
 AW2313
 AW2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2313'1.0 MI SW FROM HOUSTON.
 AW2313'1.0 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2313'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, AT THE CROSSING OF
 AW2313'CULLEN BOULEVARD, 4.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 33 FEET
 AW2313'WEST OF THE CENTER LINE OF THE BOULEVARD, 72 FEET NORTH OF THE CENTER
 AW2313'LINE OF HOLMES ROAD, 54.8 FEET NORTH-NORTHEAST OF A NAIL AND WASHER IN
 AW2313'A TELEPHONE POLE, 23.9 FEET SOUTH-SOUTHEAST AND ACROSS THE TRACK FROM
 AW2313'A SIGNAL LIGHT POLE, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE
 AW2313'TOP OF A CONCRETE POST 0.8 FOOT UNDERGROUND.
 AW2313
 AW2313                          STATION RECOVERY (1978)
 AW2313
 AW2313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2313'RECOVERED IN GOOD CONDITION.
 AW2313
 AW2313                          STATION RECOVERY (1986)
 AW2313
 AW2313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2313'RECOVERED IN GOOD CONDITION.
 AW2313
 AW2313                          STATION RECOVERY (1987)
 AW2313
 AW2313'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AW2313'RECOVERED IN GOOD CONDITION.
 AW2313
 AW2313                          STATION RECOVERY (1987)
 AW2313
 AW2313'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2313'RECOVERED IN GOOD CONDITION.
 AW2313
 AW2313                          STATION RECOVERY (2004)
 AW2313
 AW2313'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2315 ***********************************************************************
 AW2315  DESIGNATION -  5454 0908
 AW2315  PID         -  AW2315
 AW2315  STATE/COUNTY-  TX/HARRIS
 AW2315  USGS QUAD   -  PARK PLACE (1995)
 AW2315
 AW2315                         *CURRENT SURVEY CONTROL
 AW2315  ___________________________________________________________________
 AW2315* NAD 83(1986)-  29 41 07.     (N)    095 20 56.     (W)     SCALED    
 AW2315* NAVD 88     -        12.428  (meters)      40.77   (feet)  ADJUSTED  
 AW2315  ___________________________________________________________________
 AW2315  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW2315  DYNAMIC HT  -          12.411 (meters)      40.72  (feet)  COMP
 AW2315  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 AW2315
 AW2315  VERT ORDER  -  FIRST     CLASS II
 AW2315
 AW2315.The horizontal coordinates were scaled from a topographic map and have
 AW2315.an estimated accuracy of +/- 6 seconds.
 AW2315
 AW2315.The orthometric height was determined by differential leveling
 AW2315.and adjusted by the National Geodetic Survey in June 1991..
 AW2315
 AW2315.The geoid height was determined by GEOID03.
 AW2315
 AW2315.The dynamic height is computed by dividing the NAVD 88
 AW2315.geopotential number by the normal gravity value computed on the
 AW2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2315.degrees latitude (g = 980.6199 gals.).
 AW2315
 AW2315.The modeled gravity was interpolated from observed gravity values.
 AW2315
 AW2315;                    North         East    Units  Estimated Accuracy
 AW2315;SPC TXSC     - 4,210,760.      953,290.      MT  (+/- 180 meters Scaled)
 AW2315
 AW2315                          SUPERSEDED SURVEY CONTROL
 AW2315
 AW2315  NGVD 29 (12/23/87)   12.424  (m)           40.76   (f) ADJUSTED    1 2
 AW2315
 AW2315.Superseded values are not recommended for survey control.
 AW2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2315.See file dsdata.txt to determine how the superseded data were derived.
 AW2315
 AW2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN727862(NAD 83)
 AW2315_MARKER: DD = SURVEY DISK
 AW2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2315_SP_SET: CONCRETE POST
 AW2315_STAMPING: 5454 0908
 AW2315_MARK LOGO: TX3280
 AW2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2315+STABILITY: SURFACE MOTION
 AW2315
 AW2315  HISTORY     - Date     Condition        Report By
 AW2315  HISTORY     - UNK      MONUMENTED       TX3280
 AW2315  HISTORY     - 1973     GOOD             NGS
 AW2315  HISTORY     - 1978     GOOD             NGS
 AW2315  HISTORY     - 1986     GOOD             NGS
 AW2315  HISTORY     - 1987     GOOD             USPSQD
 AW2315  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2315  HISTORY     - 1990     GOOD             USPSQD
 AW2315
 AW2315                          STATION DESCRIPTION
 AW2315
 AW2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2315'0.5 MI SW FROM HOUSTON.
 AW2315'0.5 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2315'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, AT THE JUNCTION OF A
 AW2315'SPUR TRACK TO A WAREHOUSE, 8.0 FEET NORTHWEST OF THE NORTHWEST RAIL,
 AW2315'79.3 FEET SOUTH OF THE SOUTHEAST CORNER OF THE PAVING OF THE DEAD END
 AW2315'OF WESTON STREET, 5 FEET EAST OF THE EXTENDED CENTER LINE OF WESTON
 AW2315'STREET NORTH, 78.8 FEET WEST-SOUTHWEST OF A NAIL AND WASHER IN A
 AW2315'TELEPHONE POLE, 69.5 FEET NORTH-NORTHWEST OF THE WEST CORNER OF A
 AW2315'LARGE CONCRETE BUILDING, 49 FEET EAST-SOUTHEAST OF A TELEPHONE POLE,
 AW2315'67.5 FEET WEST-SOUTHWEST OF AND ACROSS THE TRACK FROM THE CENTER OF A
 AW2315'SWITCHSTAND, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF
 AW2315'A CONCRETE POST 0.6 FOOT UNDERGROUND.
 AW2315
 AW2315                          STATION RECOVERY (1978)
 AW2315
 AW2315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2315'RECOVERED IN GOOD CONDITION.
 AW2315
 AW2315                          STATION RECOVERY (1986)
 AW2315
 AW2315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2315'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW2315'THE MARK IS 1.7 METERS  S FROM  A WITNESS POST
 AW2315
 AW2315                          STATION RECOVERY (1987)
 AW2315
 AW2315'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AW2315'RECOVERED IN GOOD CONDITION.
 AW2315
 AW2315                          STATION RECOVERY (1987)
 AW2315
 AW2315'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2315'MARK NOT FOUND.
 AW2315
 AW2315                          STATION RECOVERY (1990)
 AW2315
 AW2315'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2316 ***********************************************************************
 AW2316  DESIGNATION -  5454 1210
 AW2316  PID         -  AW2316
 AW2316  STATE/COUNTY-  TX/HARRIS
 AW2316  USGS QUAD   -  PARK PLACE (1995)
 AW2316
 AW2316                         *CURRENT SURVEY CONTROL
 AW2316  ___________________________________________________________________
 AW2316* NAD 83(1986)-  29 41 14.     (N)    095 20 29.     (W)     SCALED    
 AW2316* NAVD 88     -        11.836  (meters)      38.83   (feet)  ADJUSTED  
 AW2316  ___________________________________________________________________
 AW2316  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2316  DYNAMIC HT  -          11.820 (meters)      38.78  (feet)  COMP
 AW2316  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 AW2316
 AW2316  VERT ORDER  -  FIRST     CLASS II
 AW2316
 AW2316.The horizontal coordinates were scaled from a topographic map and have
 AW2316.an estimated accuracy of +/- 6 seconds.
 AW2316
 AW2316.The orthometric height was determined by differential leveling
 AW2316.and adjusted by the National Geodetic Survey in June 1991..
 AW2316
 AW2316.The geoid height was determined by GEOID03.
 AW2316
 AW2316.The dynamic height is computed by dividing the NAVD 88
 AW2316.geopotential number by the normal gravity value computed on the
 AW2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2316.degrees latitude (g = 980.6199 gals.).
 AW2316
 AW2316.The modeled gravity was interpolated from observed gravity values.
 AW2316
 AW2316;                    North         East    Units  Estimated Accuracy
 AW2316;SPC TXSC     - 4,211,000.      954,010.      MT  (+/- 180 meters Scaled)
 AW2316
 AW2316                          SUPERSEDED SURVEY CONTROL
 AW2316
 AW2316  NGVD 29 (12/23/87)   11.832  (m)           38.82   (f) ADJUSTED    1 2
 AW2316
 AW2316.Superseded values are not recommended for survey control.
 AW2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2316.See file dsdata.txt to determine how the superseded data were derived.
 AW2316
 AW2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN734864(NAD 83)
 AW2316_MARKER: DD = SURVEY DISK
 AW2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2316_SP_SET: CONCRETE POST
 AW2316_STAMPING: 5454 1210
 AW2316_MARK LOGO: TX3280
 AW2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2316+STABILITY: SURFACE MOTION
 AW2316
 AW2316  HISTORY     - Date     Condition        Report By
 AW2316  HISTORY     - UNK      MONUMENTED       TX3280
 AW2316  HISTORY     - 1973     GOOD             NGS
 AW2316  HISTORY     - 1978     GOOD             NGS
 AW2316  HISTORY     - 1986     GOOD             NGS
 AW2316  HISTORY     - 1987     GOOD             USPSQD
 AW2316  HISTORY     - 1990     GOOD             USPSQD
 AW2316  HISTORY     - 20040324 GOOD             USPSQD
 AW2316
 AW2316                          STATION DESCRIPTION
 AW2316
 AW2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2316'IN HOUSTON.
 AW2316'AT HOUSTON, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, AT THE
 AW2316'CROSSING OF SOUTH PARK BOULEVARD, 14.1 FEET SOUTHEAST OF THE SOUTHEAST
 AW2316'RAIL, 8.9 FEET WEST OF THE WEST CURB OF THE BOULEVARD, 19.8 FEET NORTH
 AW2316'OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT, 57
 AW2316'FEET EAST-NORTHEAST OF A NAIL AND WASHER IN A POWER POLE, ABOUT 1/2
 AW2316'FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST 0.7
 AW2316'FOOT UNDERGROUND.
 AW2316
 AW2316                          STATION RECOVERY (1978)
 AW2316
 AW2316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2316'RECOVERED IN GOOD CONDITION.
 AW2316
 AW2316                          STATION RECOVERY (1986)
 AW2316
 AW2316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2316'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW2316'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AW2316
 AW2316                          STATION RECOVERY (1987)
 AW2316
 AW2316'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2316'RECOVERED IN GOOD CONDITION.
 AW2316
 AW2316                          STATION RECOVERY (1990)
 AW2316
 AW2316'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2316'RECOVERED IN GOOD CONDITION.
 AW2316
 AW2316                          STATION RECOVERY (2004)
 AW2316
 AW2316'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0202 ***********************************************************************
 AW0202  DESIGNATION -  5455 1014
 AW0202  PID         -  AW0202
 AW0202  STATE/COUNTY-  TX/HARRIS
 AW0202  USGS QUAD   -  PARK PLACE (1995)
 AW0202
 AW0202                         *CURRENT SURVEY CONTROL
 AW0202  ___________________________________________________________________
 AW0202* NAD 83(1986)-  29 43 04.     (N)    095 20 45.     (W)     SCALED    
 AW0202* NAVD 88     -        11.069  (meters)      36.32   (feet)  ADJUSTED  
 AW0202  ___________________________________________________________________
 AW0202  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW0202  DYNAMIC HT  -          11.054 (meters)      36.27  (feet)  COMP
 AW0202  MODELED GRAV-     979,282.0   (mgal)                       NAVD 88
 AW0202
 AW0202  VERT ORDER  -  FIRST     CLASS I
 AW0202
 AW0202.The horizontal coordinates were scaled from a topographic map and have
 AW0202.an estimated accuracy of +/- 6 seconds.
 AW0202
 AW0202.The orthometric height was determined by differential leveling
 AW0202.and adjusted by the National Geodetic Survey in June 1991..
 AW0202
 AW0202.The geoid height was determined by GEOID03.
 AW0202
 AW0202.The dynamic height is computed by dividing the NAVD 88
 AW0202.geopotential number by the normal gravity value computed on the
 AW0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0202.degrees latitude (g = 980.6199 gals.).
 AW0202
 AW0202.The modeled gravity was interpolated from observed gravity values.
 AW0202
 AW0202;                    North         East    Units  Estimated Accuracy
 AW0202;SPC TXSC     - 4,214,370.      953,470.      MT  (+/- 180 meters Scaled)
 AW0202
 AW0202                          SUPERSEDED SURVEY CONTROL
 AW0202
 AW0202  NGVD 29 (12/23/87)   11.065  (m)           36.30   (f) ADJUSTED    1 1
 AW0202
 AW0202.Superseded values are not recommended for survey control.
 AW0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0202.See file dsdata.txt to determine how the superseded data were derived.
 AW0202
 AW0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN730898(NAD 83)
 AW0202_MARKER: DD = SURVEY DISK
 AW0202_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0202+WITH SETTING: PAVEMENT
 AW0202_SP_SET: CATCH BASIN
 AW0202_STAMPING: 5455 1014
 AW0202_MARK LOGO: TX3280
 AW0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0202+STABILITY: SURFACE MOTION
 AW0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0202+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 AW0202
 AW0202  HISTORY     - Date     Condition        Report By
 AW0202  HISTORY     - UNK      MONUMENTED       TX3280
 AW0202  HISTORY     - 1973     GOOD             NGS
 AW0202  HISTORY     - 1978     GOOD             NGS
 AW0202  HISTORY     - 1978     GOOD             NGS
 AW0202  HISTORY     - 1986     GOOD             NGS
 AW0202  HISTORY     - 20040520 GOOD             USPSQD
 AW0202  HISTORY     - 20050706 GOOD             USPSQD
 AW0202
 AW0202                          STATION DESCRIPTION
 AW0202
 AW0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0202'IN HOUSTON.
 AW0202'AT HOUSTON, AT THE T JUNCTION OF WHEELER STREET AND ROCKWOOD DRIVE, IN
 AW0202'LINE WITH THE EXTENDED CENTER LINE OF THE DRIVE, SET IN THE TOP AND
 AW0202'0.5 FOOT NORTH OF THE NORTH CURB OF THE STREET IN THE NORTHWEST CORNER
 AW0202'OF A CONCRETE CATCH BASIN, 19.0 FEET NORTH OF THE CENTER LINE OF THE
 AW0202'STREET, AND ABOUT LEVEL WITH THE STREET.
 AW0202
 AW0202                          STATION RECOVERY (1978)
 AW0202
 AW0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0202'RECOVERED IN GOOD CONDITION.
 AW0202
 AW0202                          STATION RECOVERY (1978)
 AW0202
 AW0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0202'RECOVERED IN GOOD CONDITION.
 AW0202
 AW0202                          STATION RECOVERY (1986)
 AW0202
 AW0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0202'RECOVERED IN GOOD CONDITION.
 AW0202
 AW0202                          STATION RECOVERY (2004)
 AW0202
 AW0202'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0202'RECOVERED IN GOOD CONDITION.
 AW0202
 AW0202                          STATION RECOVERY (2005)
 AW0202
 AW0202'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0256 ***********************************************************************
 AW0256  DESIGNATION -  5455 1113 C OF H
 AW0256  PID         -  AW0256
 AW0256  STATE/COUNTY-  TX/HARRIS
 AW0256  USGS QUAD   -  PARK PLACE (1995)
 AW0256
 AW0256                         *CURRENT SURVEY CONTROL
 AW0256  ___________________________________________________________________
 AW0256* NAD 83(1986)-  29 42 59.     (N)    095 20 32.     (W)     SCALED    
 AW0256* NAVD 88     -        11.59   (+/-2cm)      38.0    (feet)  VERTCON   
 AW0256  ___________________________________________________________________
 AW0256  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW0256
 AW0256  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0256
 AW0256.The horizontal coordinates were scaled from a topographic map and have
 AW0256.an estimated accuracy of +/- 6 seconds.
 AW0256
 AW0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0256.The vertical order pertains to the NGVD 29 superseded value.
 AW0256
 AW0256.The geoid height was determined by GEOID03.
 AW0256
 AW0256;                    North         East    Units  Estimated Accuracy
 AW0256;SPC TXSC     - 4,214,230.      953,830.      MT  (+/- 180 meters Scaled)
 AW0256
 AW0256                          SUPERSEDED SURVEY CONTROL
 AW0256
 AW0256  NGVD 29 (??/??/92)   11.581  (m)           38.00   (f) ADJ UNCH    1 1
 AW0256
 AW0256.Superseded values are not recommended for survey control.
 AW0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0256.See file dsdata.txt to determine how the superseded data were derived.
 AW0256
 AW0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN734896(NAD 83)
 AW0256_MARKER: DD = SURVEY DISK
 AW0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0256_STAMPING: 5455 1113
 AW0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0256+STABILITY: SURFACE MOTION
 AW0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0256+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 AW0256
 AW0256  HISTORY     - Date     Condition        Report By
 AW0256  HISTORY     - UNK      MONUMENTED       TX3280
 AW0256  HISTORY     - 1973     GOOD             NGS
 AW0256  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0256  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0256  HISTORY     - 1989     GOOD             USPSQD
 AW0256  HISTORY     - 20040520 GOOD             USPSQD
 AW0256  HISTORY     - 20050706 GOOD             USPSQD
 AW0256
 AW0256                          STATION DESCRIPTION
 AW0256
 AW0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0256'IN HOUSTON.
 AW0256'AT HOUSTON, AT THE SOUTHWEST CORNER OF THE T JUNCTION OF WHEELER
 AW0256'STREET AND UNIVERSITY OAKS BOULEVARD, 23.5 FEET SOUTH OF THE CENTER
 AW0256'LINE OF THE STREET, 18.5 FEET WEST OF THE CENTER LINE OF THE
 AW0256'BOULEVARD, 1.0 FOOT SOUTHWEST OF A LEAD PLUG IN CURB, SET IN THE TOP
 AW0256'OF A CONCRETE POST, AND ABOUT 0.1 FOOT BELOW THE LEVEL OF THE GROUND.
 AW0256
 AW0256                          STATION RECOVERY (1978)
 AW0256
 AW0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0256'NOT RECOVERED.
 AW0256
 AW0256                          STATION RECOVERY (1978)
 AW0256
 AW0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0256'NOT RECOVERED.
 AW0256
 AW0256                          STATION RECOVERY (1989)
 AW0256
 AW0256'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0256'RECOVERED IN GOOD CONDITION.
 AW0256
 AW0256                          STATION RECOVERY (2004)
 AW0256
 AW0256'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0256'RECOVERED IN GOOD CONDITION.
 AW0256
 AW0256                          STATION RECOVERY (2005)
 AW0256
 AW0256'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0255 ***********************************************************************
 AW0255  DESIGNATION -  5455 1213 C OF H
 AW0255  PID         -  AW0255
 AW0255  STATE/COUNTY-  TX/HARRIS
 AW0255  USGS QUAD   -  PARK PLACE (1995)
 AW0255
 AW0255                         *CURRENT SURVEY CONTROL
 AW0255  ___________________________________________________________________
 AW0255* NAD 83(1986)-  29 42 58.     (N)    095 20 24.     (W)     SCALED    
 AW0255* NAVD 88     -        11.57   (+/-2cm)      38.0    (feet)  VERTCON   
 AW0255  ___________________________________________________________________
 AW0255  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW0255
 AW0255  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0255
 AW0255.The horizontal coordinates were scaled from a topographic map and have
 AW0255.an estimated accuracy of +/- 6 seconds.
 AW0255
 AW0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0255.The vertical order pertains to the NGVD 29 superseded value.
 AW0255
 AW0255.The geoid height was determined by GEOID03.
 AW0255
 AW0255;                    North         East    Units  Estimated Accuracy
 AW0255;SPC TXSC     - 4,214,200.      954,040.      MT  (+/- 180 meters Scaled)
 AW0255
 AW0255                          SUPERSEDED SURVEY CONTROL
 AW0255
 AW0255  NGVD 29 (??/??/92)   11.569  (m)           37.96   (f) ADJ UNCH    1 1
 AW0255
 AW0255.Superseded values are not recommended for survey control.
 AW0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0255.See file dsdata.txt to determine how the superseded data were derived.
 AW0255
 AW0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN736896(NAD 83)
 AW0255_MARKER: DD = SURVEY DISK
 AW0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0255_STAMPING: 5455 1213
 AW0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0255+STABILITY: SURFACE MOTION
 AW0255
 AW0255  HISTORY     - Date     Condition        Report By
 AW0255  HISTORY     - UNK      MONUMENTED       TX3280
 AW0255  HISTORY     - 1973     GOOD             NGS
 AW0255  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0255  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0255  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 AW0255  HISTORY     - 20050706 MARK NOT FOUND   USPSQD
 AW0255
 AW0255                          STATION DESCRIPTION
 AW0255
 AW0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0255'IN HOUSTON.
 AW0255'AT HOUSTON, AT THE INTERSECTION OF CALHOUN ROAD AND SOUTH PARK
 AW0255'BOULEVARD, 61.85 NORTH OF THE SOUTH END OF CALHOUN ROAD CURB MEDIAN,
 AW0255'10.2 FEET WEST OF THE WEST CURB OF THE NORTH BOUND LANES OF THE ROAD,
 AW0255'11.55 FEET NORTHWEST OF A LEAD PLUG IN THE EAST CURB OF THE SOUTH
 AW0255'BOUND LANES OF THE ROAD, SET IN THE TOP OF A CONCRETE POST, 0.3 FOOT
 AW0255'UNDERGROUND AND ABOUT 0.5 FOOT ABOVE THE ROAD.
 AW0255
 AW0255                          STATION RECOVERY (1978)
 AW0255
 AW0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0255'NOT RECOVERED.
 AW0255
 AW0255                          STATION RECOVERY (1978)
 AW0255
 AW0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0255'NOT RECOVERED.
 AW0255
 AW0255                          STATION RECOVERY (2004)
 AW0255
 AW0255'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0255'MARK NOT FOUND.
 AW0255
 AW0255                          STATION RECOVERY (2005)
 AW0255
 AW0255'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0255'STREET HAS BEEN CHANGED.  IT IS 5 LANES WIDE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0200 ***********************************************************************
 AW0200  DESIGNATION -  5455 1311
 AW0200  PID         -  AW0200
 AW0200  STATE/COUNTY-  TX/HARRIS
 AW0200  USGS QUAD   -  PARK PLACE (1995)
 AW0200
 AW0200                         *CURRENT SURVEY CONTROL
 AW0200  ___________________________________________________________________
 AW0200* NAD 83(1986)-  29 42 46.     (N)    095 20 19.     (W)     SCALED    
 AW0200* NAVD 88     -        10.516  (meters)      34.50   (feet)  ADJUSTED  
 AW0200  ___________________________________________________________________
 AW0200  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW0200  DYNAMIC HT  -          10.501 (meters)      34.45  (feet)  COMP
 AW0200  MODELED GRAV-     979,281.7   (mgal)                       NAVD 88
 AW0200
 AW0200  VERT ORDER  -  FIRST     CLASS I
 AW0200
 AW0200.The horizontal coordinates were scaled from a topographic map and have
 AW0200.an estimated accuracy of +/- 6 seconds.
 AW0200
 AW0200.The orthometric height was determined by differential leveling
 AW0200.and adjusted by the National Geodetic Survey in June 1991..
 AW0200
 AW0200.The geoid height was determined by GEOID03.
 AW0200
 AW0200.The dynamic height is computed by dividing the NAVD 88
 AW0200.geopotential number by the normal gravity value computed on the
 AW0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0200.degrees latitude (g = 980.6199 gals.).
 AW0200
 AW0200.The modeled gravity was interpolated from observed gravity values.
 AW0200
 AW0200;                    North         East    Units  Estimated Accuracy
 AW0200;SPC TXSC     - 4,213,840.      954,190.      MT  (+/- 180 meters Scaled)
 AW0200
 AW0200                          SUPERSEDED SURVEY CONTROL
 AW0200
 AW0200  NGVD 29 (12/23/87)   10.512  (m)           34.49   (f) ADJUSTED    1 1
 AW0200
 AW0200.Superseded values are not recommended for survey control.
 AW0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0200.See file dsdata.txt to determine how the superseded data were derived.
 AW0200
 AW0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN737892(NAD 83)
 AW0200_MARKER: DD = SURVEY DISK
 AW0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0200_SP_SET: CONCRETE POST
 AW0200_STAMPING: 5455 1311
 AW0200_MARK LOGO: TX3280
 AW0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0200+STABILITY: SURFACE MOTION
 AW0200
 AW0200  HISTORY     - Date     Condition        Report By
 AW0200  HISTORY     - UNK      MONUMENTED       TX3280
 AW0200  HISTORY     - 1973     GOOD             NGS
 AW0200  HISTORY     - 1978     GOOD             NGS
 AW0200  HISTORY     - 1978     GOOD             NGS
 AW0200  HISTORY     - 1986     GOOD             NGS
 AW0200  HISTORY     - 1987     GOOD             USPSQD
 AW0200  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 AW0200  HISTORY     - 20050706 MARK NOT FOUND   USPSQD
 AW0200
 AW0200                          STATION DESCRIPTION
 AW0200
 AW0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0200'IN HOUSTON.
 AW0200'AT HOUSTON, 0.1 MILE SOUTHEAST OF BRAYS BAYOU, IN THE MEDIAN OF SOUTH
 AW0200'PARK BOULEVARD, 81.25 FEET NORTHWEST OF THE NORTHWEST BASE PLATE BOLT
 AW0200'ON LIGHT POLE 6277, 97.55 SOUTHEAST OF THE SOUTHEAST BASE PLATE BOLT
 AW0200'OF A LIGHT POLE, 1.6 FEET WEST OF THE WEST CONCRETE CURB OF THE NORTH
 AW0200'BOUND LANES OF THE BOULEVARD, SET IN THE TOP OF A CONCRETE POST, 0.4
 AW0200'FOOT UNDER GROUND, AND ABOUT 1.0 FOOT HIGHER THAN THE BOULEVARD.
 AW0200
 AW0200                          STATION RECOVERY (1978)
 AW0200
 AW0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0200'RECOVERED IN GOOD CONDITION.
 AW0200
 AW0200                          STATION RECOVERY (1978)
 AW0200
 AW0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0200'RECOVERED IN GOOD CONDITION.
 AW0200
 AW0200                          STATION RECOVERY (1986)
 AW0200
 AW0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0200'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 AW0200'ADD--179.1 M (587.6 FT) NORTHWEST OF THE CENTER OF MACGREGOR WAY, AND
 AW0200'137.3 M (450.5 FT) SOUTHEAST OF BENCH MARK B 1208.
 AW0200
 AW0200                          STATION RECOVERY (1987)
 AW0200
 AW0200'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0200'RECOVERED IN GOOD CONDITION.
 AW0200
 AW0200                          STATION RECOVERY (2004)
 AW0200
 AW0200'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0200'MARK NOT FOUND.
 AW0200
 AW0200                          STATION RECOVERY (2005)
 AW0200
 AW0200'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0200'TOO MANY CHANGES IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0254 ***********************************************************************
 AW0254  DESIGNATION -  5455 1408 C OF H
 AW0254  PID         -  AW0254
 AW0254  STATE/COUNTY-  TX/HARRIS
 AW0254  USGS QUAD   -  PARK PLACE (1995)
 AW0254
 AW0254                         *CURRENT SURVEY CONTROL
 AW0254  ___________________________________________________________________
 AW0254* NAD 83(1986)-  29 42 32.     (N)    095 20 12.     (W)     SCALED    
 AW0254* NAVD 88     -        11.44   (+/-2cm)      37.5    (feet)  VERTCON   
 AW0254  ___________________________________________________________________
 AW0254  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW0254
 AW0254  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0254
 AW0254.The horizontal coordinates were scaled from a topographic map and have
 AW0254.an estimated accuracy of +/- 6 seconds.
 AW0254
 AW0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0254.The vertical order pertains to the NGVD 29 superseded value.
 AW0254
 AW0254.The geoid height was determined by GEOID03.
 AW0254
 AW0254;                    North         East    Units  Estimated Accuracy
 AW0254;SPC TXSC     - 4,213,410.      954,390.      MT  (+/- 180 meters Scaled)
 AW0254
 AW0254                          SUPERSEDED SURVEY CONTROL
 AW0254
 AW0254  NGVD 29 (??/??/92)   11.440  (m)           37.53   (f) ADJ UNCH    1 1
 AW0254
 AW0254.Superseded values are not recommended for survey control.
 AW0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0254.See file dsdata.txt to determine how the superseded data were derived.
 AW0254
 AW0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN739888(NAD 83)
 AW0254_MARKER: DD = SURVEY DISK
 AW0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0254_STAMPING: 5455 1408
 AW0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0254+STABILITY: SURFACE MOTION
 AW0254
 AW0254  HISTORY     - Date     Condition        Report By
 AW0254  HISTORY     - UNK      MONUMENTED       TX3280
 AW0254  HISTORY     - 1973     GOOD             NGS
 AW0254  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0254  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0254  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 AW0254  HISTORY     - 20050706 MARK NOT FOUND   USPSQD
 AW0254
 AW0254                          STATION DESCRIPTION
 AW0254
 AW0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0254'IN HOUSTON.
 AW0254'AT HOUSTON, AT THE SOUTH END OF MACGREGOR PARK, 10.5 FEET NORTH OF THE
 AW0254'NORTH CURB OF OLD SPANISH TRAIL, 81.4 FEET EAST OF THE EAST CURB OF
 AW0254'THE SOUTH BOUND LANES OF SOUTH PARK BOULEVARD, SET IN THE TOP OF A
 AW0254'CONCRETE POST, 0.8 FOOT UNDERGROUND, AND ABOUT LEVEL WITH THE ROAD.
 AW0254
 AW0254                          STATION RECOVERY (1978)
 AW0254
 AW0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0254'NOT RECOVERED.
 AW0254
 AW0254                          STATION RECOVERY (1978)
 AW0254
 AW0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0254'NOT RECOVERED.
 AW0254
 AW0254                          STATION RECOVERY (2004)
 AW0254
 AW0254'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0254'MARK NOT FOUND.
 AW0254
 AW0254                          STATION RECOVERY (2005)
 AW0254
 AW0254'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0254'TOO MANY CHANGES IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0198 ***********************************************************************
 AW0198  DESIGNATION -  5455 1605
 AW0198  PID         -  AW0198
 AW0198  STATE/COUNTY-  TX/HARRIS
 AW0198  USGS QUAD   -  PARK PLACE (1995)
 AW0198
 AW0198                         *CURRENT SURVEY CONTROL
 AW0198  ___________________________________________________________________
 AW0198* NAD 83(1986)-  29 42 12.     (N)    095 19 48.     (W)     SCALED    
 AW0198* NAVD 88     -        10.826  (meters)      35.52   (feet)  ADJUSTED  
 AW0198  ___________________________________________________________________
 AW0198  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW0198  DYNAMIC HT  -          10.811 (meters)      35.47  (feet)  COMP
 AW0198  MODELED GRAV-     979,281.0   (mgal)                       NAVD 88
 AW0198
 AW0198  VERT ORDER  -  FIRST     CLASS I
 AW0198
 AW0198.The horizontal coordinates were scaled from a topographic map and have
 AW0198.an estimated accuracy of +/- 6 seconds.
 AW0198
 AW0198.The orthometric height was determined by differential leveling
 AW0198.and adjusted by the National Geodetic Survey in June 1991..
 AW0198
 AW0198.The geoid height was determined by GEOID03.
 AW0198
 AW0198.The dynamic height is computed by dividing the NAVD 88
 AW0198.geopotential number by the normal gravity value computed on the
 AW0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0198.degrees latitude (g = 980.6199 gals.).
 AW0198
 AW0198.The modeled gravity was interpolated from observed gravity values.
 AW0198
 AW0198;                    North         East    Units  Estimated Accuracy
 AW0198;SPC TXSC     - 4,212,820.      955,050.      MT  (+/- 180 meters Scaled)
 AW0198
 AW0198                          SUPERSEDED SURVEY CONTROL
 AW0198
 AW0198  NGVD 29 (12/23/87)   10.822  (m)           35.51   (f) ADJUSTED    1 1
 AW0198
 AW0198.Superseded values are not recommended for survey control.
 AW0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0198.See file dsdata.txt to determine how the superseded data were derived.
 AW0198
 AW0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN745881(NAD 83)
 AW0198_MARKER: DD = SURVEY DISK
 AW0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0198_SP_SET: CONCRETE POST
 AW0198_STAMPING: 5455 1605
 AW0198_MARK LOGO: TX3280
 AW0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0198+STABILITY: SURFACE MOTION
 AW0198
 AW0198  HISTORY     - Date     Condition        Report By
 AW0198  HISTORY     - UNK      MONUMENTED       TX3280
 AW0198  HISTORY     - 1973     GOOD             NGS
 AW0198  HISTORY     - 1978     GOOD             NGS
 AW0198  HISTORY     - 1978     GOOD             NGS
 AW0198  HISTORY     - 1986     GOOD             NGS
 AW0198  HISTORY     - 1987     GOOD             USPSQD
 AW0198  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW0198
 AW0198                          STATION DESCRIPTION
 AW0198
 AW0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0198'IN HOUSTON.
 AW0198'AT HOUSTON, 6 STEEL POWER TOWERS SOUTH ALONG THE ATCHISON, TOPEKA AND
 AW0198'SANTA FE RAILROAD FROM THE CROSSING OF OLD SPANISH TRAIL, 250 FEET
 AW0198'EAST OF THE JUNCTION OF THE CENTER OF POMANDER AND BEEKMAN STREETS,
 AW0198'34.7 FEET EAST-NORTHEAST OF THE NORTHWEST LEG OF THE WEST TOWER, 13.8
 AW0198'FEET NORTHEAST OF THE NORTHEAST LEG OF THE WEST TOWER, 12.5 FEET
 AW0198'NORTHWEST OF THE NORTHWEST LEG OF THE EAST TOWER, SET IN THE TOP OF A
 AW0198'CONCRETE POST, 0.7 FOOT UNDERGROUND, AND ABOUT 4 FEET LOWER THAN THE
 AW0198'TRACK.
 AW0198
 AW0198                          STATION RECOVERY (1978)
 AW0198
 AW0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0198'RECOVERED IN GOOD CONDITION.
 AW0198
 AW0198                          STATION RECOVERY (1978)
 AW0198
 AW0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0198'RECOVERED IN GOOD CONDITION.
 AW0198
 AW0198                          STATION RECOVERY (1986)
 AW0198
 AW0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0198'RECOVERED IN GOOD CONDITION.
 AW0198
 AW0198                          STATION RECOVERY (1987)
 AW0198
 AW0198'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0198'RECOVERED IN GOOD CONDITION.
 AW0198
 AW0198                          STATION RECOVERY (2004)
 AW0198
 AW0198'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0483 ***********************************************************************
 AJ0483  DESIGNATION -  546
 AJ0483  PID         -  AJ0483
 AJ0483  STATE/COUNTY-  TX/JIM HOGG
 AJ0483  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0483
 AJ0483                         *CURRENT SURVEY CONTROL
 AJ0483  ___________________________________________________________________
 AJ0483* NAD 83(1986)-  27 18 19.     (N)    098 40 23.     (W)     SCALED    
 AJ0483* NAVD 88     -       166.362  (meters)     545.81   (feet)  ADJUSTED  
 AJ0483  ___________________________________________________________________
 AJ0483  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ0483  DYNAMIC HT  -         166.094 (meters)     544.93  (feet)  COMP
 AJ0483  MODELED GRAV-     979,036.8   (mgal)                       NAVD 88
 AJ0483
 AJ0483  VERT ORDER  -  FIRST     CLASS II
 AJ0483
 AJ0483.The horizontal coordinates were scaled from a topographic map and have
 AJ0483.an estimated accuracy of +/- 6 seconds.
 AJ0483
 AJ0483.The orthometric height was determined by differential leveling
 AJ0483.and adjusted by the National Geodetic Survey in June 1991..
 AJ0483.WARNING-Repeat measurements at this control monument indicate possible
 AJ0483.vertical movement.
 AJ0483
 AJ0483.The geoid height was determined by GEOID03.
 AJ0483
 AJ0483.The dynamic height is computed by dividing the NAVD 88
 AJ0483.geopotential number by the normal gravity value computed on the
 AJ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0483.degrees latitude (g = 980.6199 gals.).
 AJ0483
 AJ0483.The modeled gravity was interpolated from observed gravity values.
 AJ0483
 AJ0483;                    North         East    Units  Estimated Accuracy
 AJ0483;SPC TX S     - 5,181,560.      282,870.      MT  (+/- 180 meters Scaled)
 AJ0483
 AJ0483                          SUPERSEDED SURVEY CONTROL
 AJ0483
 AJ0483  NGVD 29 (??/??/92)  166.390  (m)          545.90   (f) ADJ UNCH    1 2
 AJ0483
 AJ0483.Superseded values are not recommended for survey control.
 AJ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0483.See file dsdata.txt to determine how the superseded data were derived.
 AJ0483
 AJ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR323202(NAD 83)
 AJ0483_MARKER: Q = CHISELED SQUARE
 AJ0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0483_SP_SET: SIDEWALK
 AJ0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0483
 AJ0483  HISTORY     - Date     Condition        Report By
 AJ0483  HISTORY     - UNK      MONUMENTED       USGS
 AJ0483  HISTORY     - 1943     GOOD             NGS
 AJ0483
 AJ0483                          STATION DESCRIPTION
 AJ0483
 AJ0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AJ0483'IN HEBBRONVILLE.
 AJ0483'BENCH MARK IS ABOUT 173.0 FEET SOUTH AND 80 DEGREES WEST OF H 41 USGS
 AJ0483'AND IN THE NORTHWEST CORNER OF A CONCRETE SIDEWALK.  BENCH MARK IS THE
 AJ0483'SURFACE INSIDE AN OUTLINED CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6249 ***********************************************************************
 AW6249  DESIGNATION -  548 00 405L USE 1948
 AW6249  PID         -  AW6249
 AW6249  STATE/COUNTY-  TX/HARRIS
 AW6249  USGS QUAD   -  HIGHLANDS (1995)
 AW6249
 AW6249                         *CURRENT SURVEY CONTROL
 AW6249  ___________________________________________________________________
 AW6249* NAD 83(1993)-  29 45 06.94905(N)    095 05 48.65807(W)     ADJUSTED  
 AW6249* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6249  ___________________________________________________________________
 AW6249  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AW6249  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6249
 AW6249  HORZ ORDER  -  THIRD
 AW6249
 AW6249.The horizontal coordinates were established by classical geodetic methods
 AW6249.and adjusted by the National Geodetic Survey in February 1996..
 AW6249
 AW6249.The orthometric height was scaled from a topographic map.
 AW6249
 AW6249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6249
 AW6249.The geoid height was determined by GEOID03.
 AW6249
 AW6249;                    North         East     Units Scale Factor Converg.
 AW6249;SPC TXSC     - 4,218,931.593   977,421.865   MT  0.99988964   +1 54 43.9
 AW6249;SPC TXSC     -13,841,611.40  3,206,758.24   sFT  0.99988964   +1 54 43.9
 AW6249;UTM  15      - 3,293,139.431   297,239.490   MT  1.00010727   -1 02 27.3
 AW6249
 AW6249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6249!SPC TXSC     -   1.00000427  x   0.99988964  =   0.99989391
 AW6249!UTM  15      -   1.00000427  x   1.00010727  =   1.00011154
 AW6249
 AW6249:                Primary Azimuth Mark                     Grid Az
 AW6249:SPC TXSC     -  576 54.80 405R USE 1948                  207 06 36.8
 AW6249:UTM  15      -  576 54.80 405R USE 1948                  210 03 48.0
 AW6249
 AW6249|---------------------------------------------------------------------|
 AW6249| PID    Reference Object                     Distance      Geod. Az  |
 AW6249|                                                           dddmmss.s |
 AW6249| AW6326 576 54.80 405R USE 1948             APPROX. 0.9 KM 2090120.7 |
 AW6249|---------------------------------------------------------------------|
 AW6249
 AW6249                          SUPERSEDED SURVEY CONTROL
 AW6249
 AW6249  NAD 83(1986)-  29 45 06.96430(N)    095 05 48.63921(W) AD(       ) 3
 AW6249  NAD 27      -  29 45 06.14543(N)    095 05 47.89054(W) AD(       ) 3
 AW6249
 AW6249.Superseded values are not recommended for survey control.
 AW6249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6249.See file dsdata.txt to determine how the superseded data were derived.
 AW6249
 AW6249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9723993139(NAD 83)
 AW6249_MARKER: DD = SURVEY DISK
 AW6249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6249+STABILITY: SURFACE MOTION
 AW6249
 AW6249  HISTORY     - Date     Condition        Report By
 AW6249  HISTORY     - 1948     MONUMENTED       USE
 AW6249  HISTORY     - 1955     GOOD             CGS
 AW6249
 AW6249                          STATION DESCRIPTION
 AW6249
 AW6249'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6249'LOCATED 1.2 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG THE
 AW6249'N BANK OF THE HOUSTON SHIP CHANNEL, 50 FT. S OF THE LEVEE
 AW6249'PARALLELING THE BANK, 30 FT. SW OF A LONE TREE, AND 9 FT.
 AW6249'N OF THE EDGE OF THE BANK.
 AW6249'
 AW6249'A U.S.E. DISK, STAMPED 548+00 405 AND SET IN THE TOP OF A
 AW6249'15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6249'
 AW6249'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6249'
 AW6249'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8380 ***********************************************************************
 AC8380  SACS        -  This is a Secondary Airport Control Station.
 AC8380  DESIGNATION -  54TX A
 AC8380  PID         -  AC8380
 AC8380  STATE/COUNTY-  TX/CHAMBERS
 AC8380  USGS QUAD   -  COVE (1993)
 AC8380
 AC8380                         *CURRENT SURVEY CONTROL
 AC8380  ___________________________________________________________________
 AC8380* NAD 83(1993)-  29 45 39.55118(N)    094 50 13.53957(W)     ADJUSTED  
 AC8380* NAVD 88     -         8.02   (meters)      26.3    (feet)  GPS OBS   
 AC8380  ___________________________________________________________________
 AC8380  X           -    -467,270.647 (meters)                     COMP
 AC8380  Y           -  -5,521,703.440 (meters)                     COMP
 AC8380  Z           -   3,147,391.483 (meters)                     COMP
 AC8380  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AC8380  ELLIP HEIGHT-         -19.25  (meters)          (07/24/01) GPS OBS
 AC8380  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AC8380
 AC8380  HORZ ORDER  -  FIRST
 AC8380  ELLP ORDER  -  FOURTH    CLASS I
 AC8380
 AC8380.This mark is at R.w.j. Airpark (54TX)  (54TX)
 AC8380
 AC8380.The horizontal coordinates were established by GPS observations
 AC8380.and adjusted by the National Geodetic Survey in May 1997..
 AC8380
 AC8380.The orthometric height was determined by GPS observations and a
 AC8380.high-resolution geoid model.
 AC8380
 AC8380.GPS derived orthometric heights for airport stations designated as
 AC8380.PACS or SACS are published to 2 decimal places.  This maintains
 AC8380.centimeter relative accuracy between the PACS and SACS.  It does
 AC8380.not indicate centimeter accuracy relative to other marks which are
 AC8380.part of the NAVD 88 network.
 AC8380
 AC8380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8380
 AC8380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8380
 AC8380.The ellipsoidal height was determined by GPS observations
 AC8380.and is referenced to NAD 83.
 AC8380
 AC8380.The geoid height was determined by GEOID03.
 AC8380
 AC8380;                    North         East     Units Scale Factor Converg.
 AC8380;SPC TXSC     - 4,220,800.865 1,002,493.336   MT  0.99989080   +2 02 22.1
 AC8380;SPC TXSC     -13,847,744.17  3,289,013.55   sFT  0.99989080   +2 02 22.1
 AC8380;UTM  15      - 3,293,714.991   322,377.903   MT  0.99998928   -0 54 43.7
 AC8380
 AC8380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8380!SPC TXSC     -   1.00000302  x   0.99989080  =   0.99989382
 AC8380!UTM  15      -   1.00000302  x   0.99998928  =   0.99999230
 AC8380
 AC8380:                Primary Azimuth Mark                     Grid Az
 AC8380:SPC TXSC     -  RWJPORT                                  275 06 14.0
 AC8380:UTM  15      -  RWJPORT                                  278 03 19.8
 AC8380
 AC8380|---------------------------------------------------------------------|
 AC8380| PID    Reference Object                     Distance      Geod. Az  |
 AC8380|                                                           dddmmss.s |
 AC8380| AW7005 RWJPORT                             468.111 METERS 2770836.1 |
 AC8380|---------------------------------------------------------------------|
 AC8380
 AC8380                          SUPERSEDED SURVEY CONTROL
 AC8380
 AC8380  ELLIP H (05/16/97)  -19.12   (m)                       GP(       ) 4 1
 AC8380
 AC8380.Superseded values are not recommended for survey control.
 AC8380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8380.See file dsdata.txt to determine how the superseded data were derived.
 AC8380
 AC8380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2237893715(NAD 83)
 AC8380_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8380_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC8380_SP_SET: DRILL HOLE W/EDGE OF PARK/APRON
 AC8380_STAMPING: 54TX A 1994
 AC8380_MARK LOGO: NGS   
 AC8380_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8380+STABILITY: SURFACE MOTION
 AC8380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8380+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AC8380
 AC8380  HISTORY     - Date     Condition        Report By
 AC8380  HISTORY     - 1994     MONUMENTED       NGS
 AC8380  HISTORY     - 20040204 GOOD             USPSQD
 AC8380  HISTORY     - 20050205 GOOD             USPSQD
 AC8380
 AC8380                          STATION DESCRIPTION
 AC8380
 AC8380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AC8380'THE STATION IS LOCATED 9.0 MI (14.5 KM) WEST OF ANAHUAC, 5.0 MI (8.0
 AC8380'KM) EAST OF BAYTOWN, 5.0 MI (8.0 KM) SOUTH OF INTERSTATE HIGHWAY 10,
 AC8380'AND AT THE RWJ AIRPARK ON THE WEST EDGE OF PARKING APRON.  TO REACH
 AC8380'THE STATION FROM THE JUNCTION OF FARM ROAD 565 AND FARM ROAD 2354 (5.0
 AC8380'MIEAST OF BAYTOWN, PROCEED SOUTHEAST ON FARM ROAD 2354 FOR 1.2 MI (1.9
 AC8380'KM) TO A T-ROAD.  TURN RIGHT, STAYING ON FARM ROAD 2354 AND PROCEED
 AC8380'SOUTH FOR 0.4 MI (0.6 KM) TO LAWRENCE DRIVE ON THE LEFT. TURN LEFT AND
 AC8380'PROCEED EAST FOR 0.4 MI (0.6 KM) TO LAKEVIEW DRIVE ON THE RIGHT.  TURN
 AC8380'RIGHT AND GO SOUTH FOR 0.9 MI (1.4 KM) TO A FORK. BEAR RIGHT AT THE
 AC8380'FORK AND PROCEED 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE AND RAMP
 AC8380'AREA.  THE STATION IS LOCATED 60.0 FT (18.3 M) NORTH OF CENTERLINE OF
 AC8380'TAXIWAY, 59.0 FT (18.0 M) SOUTHWEST OF SOUTHWEST CORNER OF HANGAR,
 AC8380'40.1 FT (12.2 M) WEST NORTHWEST OF 6 INCH DRAINAGE PAD APRON, 2.0 FT
 AC8380'(0.6 M) EAST OF CARSONITE WITNESS POST, AND 1.4 FT (0.4 M) EAST OF
 AC8380'WEST EDGE OF PARKING APRON.  FOR ACCESS TO THE AIRPORT, CONTACT MR.
 AC8380'BUDDY JOHNSON, AIRPORT MANAGER, BOX 1029, BAYTOWN, TEXAS 77520, PHONE
 AC8380'(713) -383-2320.  DESCRIBED BY RONALD A. ZEMAITIS, 12-15-94, CHIEF OF
 AC8380'PARTY, NGS.
 AC8380
 AC8380                          STATION RECOVERY (2004)
 AC8380
 AC8380'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AC8380'N 29 45.659  W 095 50.226
 AC8380
 AC8380                          STATION RECOVERY (2005)
 AC8380
 AC8380'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AC8380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3015 ***********************************************************************
 AW3015  DESIGNATION -  55+00 800
 AW3015  PID         -  AW3015
 AW3015  STATE/COUNTY-  TX/HARRIS
 AW3015  USGS QUAD   -  MORGANS POINT (1993)
 AW3015
 AW3015                         *CURRENT SURVEY CONTROL
 AW3015  ___________________________________________________________________
 AW3015* NAD 83(1986)-  29 41 44.     (N)    094 59 27.     (W)     SCALED    
 AW3015* NAVD 88     -         2.01   (+/-2cm)       6.6    (feet)  VERTCON   
 AW3015  ___________________________________________________________________
 AW3015  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3015
 AW3015  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3015
 AW3015.The horizontal coordinates were scaled from a topographic map and have
 AW3015.an estimated accuracy of +/- 6 seconds.
 AW3015
 AW3015.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3015.The vertical order pertains to the NGVD 29 superseded value.
 AW3015
 AW3015.The geoid height was determined by GEOID03.
 AW3015
 AW3015;                    North         East    Units  Estimated Accuracy
 AW3015;SPC TXSC     - 4,213,030.      987,880.      MT  (+/- 180 meters Scaled)
 AW3015
 AW3015                          SUPERSEDED SURVEY CONTROL
 AW3015
 AW3015  NGVD 29 (??/??/92)    2.00   (m)            6.6    (f) COMPUTED    1 2
 AW3015
 AW3015.Superseded values are not recommended for survey control.
 AW3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3015.See file dsdata.txt to determine how the superseded data were derived.
 AW3015
 AW3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN073867(NAD 83)
 AW3015_MARKER: DD = SURVEY DISK
 AW3015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3015_STAMPING: 55+00 800
 AW3015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3015+STABILITY: SURFACE MOTION
 AW3015
 AW3015  HISTORY     - Date     Condition        Report By
 AW3015  HISTORY     - UNK      MONUMENTED       USE
 AW3015  HISTORY     - 1959     GOOD             NGS
 AW3015  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3015
 AW3015                          STATION DESCRIPTION
 AW3015
 AW3015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3015'1.2 MI NW FROM MORGAN POINT.
 AW3015'ABOUT 0.35 MILE NORTH AND ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW3015'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, THENCE ABOUT 0.85
 AW3015'MILE NORTHWEST ALONG THE NORTHEAST SHORE OF THE HOUSTON SHIP CHANNEL
 AW3015'ON THE SOUTHWEST SHORE OF HOG ISLAND, 262 FEET SOUTHEAST OF THE
 AW3015'SOUTHEAST LEG OF THE MOST SOUTHERLY ONE OF A GROUP OF OIL DERRICKS, 80
 AW3015'FEET NORTHEAST OF THE NORTHEAST BANK OF THE SHIP CHANNEL, 33 1/2 FEET
 AW3015'NORTH-NORTHEAST OF A LONE 5-INCH HACKBERRY TREE, 2 FEET NORTHWEST OF A
 AW3015'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST POURED IN
 AW3015'PLACE FLUSH WITH THE GROUND.
 AW3015
 AW3015                          STATION RECOVERY (1964)
 AW3015
 AW3015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3548 ***********************************************************************
 AW3548  DESIGNATION -  550+00
 AW3548  PID         -  AW3548
 AW3548  STATE/COUNTY-  TX/HARRIS
 AW3548  USGS QUAD   -  LA PORTE (1982)
 AW3548
 AW3548                         *CURRENT SURVEY CONTROL
 AW3548  ___________________________________________________________________
 AW3548* NAD 83(1986)-  29 44 57.     (N)    095 05 46.     (W)     SCALED    
 AW3548* NAVD 88     -         2.19   (+/-2cm)       7.2    (feet)  VERTCON   
 AW3548  ___________________________________________________________________
 AW3548  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3548
 AW3548  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3548
 AW3548.The horizontal coordinates were scaled from a topographic map and have
 AW3548.an estimated accuracy of +/- 6 seconds.
 AW3548
 AW3548.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3548.The vertical order pertains to the NGVD 29 superseded value.
 AW3548
 AW3548.The geoid height was determined by GEOID03.
 AW3548
 AW3548;                    North         East    Units  Estimated Accuracy
 AW3548;SPC TXSC     - 4,218,630.      977,500.      MT  (+/- 180 meters Scaled)
 AW3548
 AW3548                          SUPERSEDED SURVEY CONTROL
 AW3548
 AW3548  NGVD 29 (??/??/92)    2.190  (m)            7.18   (f) ADJ UNCH    1 2
 AW3548
 AW3548.Superseded values are not recommended for survey control.
 AW3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3548.See file dsdata.txt to determine how the superseded data were derived.
 AW3548
 AW3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN973928(NAD 83)
 AW3548_MARKER: Q = CHISELED SQUARE
 AW3548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3548_SP_SET: CONCRETE MASS
 AW3548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3548
 AW3548  HISTORY     - Date     Condition        Report By
 AW3548  HISTORY     - UNK      MONUMENTED       USE
 AW3548  HISTORY     - 1936     GOOD             NGS
 AW3548  HISTORY     - 1937     GOOD             NGS
 AW3548
 AW3548                          STATION DESCRIPTION
 AW3548
 AW3548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW3548'1.4 MI W FROM LYNCHBURG.
 AW3548'400 FEET NORTHWEST OF THE CENTER LINE OF THE HOUSTON SHIP CHANNEL, AT
 AW3548'USE STATION 550+00.
 AW3548
 AW3548                          STATION RECOVERY (1937)
 AW3548
 AW3548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 AW3548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0451 ***********************************************************************
 DN0451  DESIGNATION -  550.73
 DN0451  PID         -  DN0451
 DN0451  STATE/COUNTY-  TX/GRAYSON
 DN0451  USGS QUAD   -  DENISON DAM (1973)
 DN0451
 DN0451                         *CURRENT SURVEY CONTROL
 DN0451  ___________________________________________________________________
 DN0451* NAD 83(1986)-  33 49 20.     (N)    096 31 56.     (W)     SCALED    
 DN0451* NAVD 88     -       168.502  (meters)     552.83   (feet)  ADJUSTED  
 DN0451  ___________________________________________________________________
 DN0451  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DN0451  DYNAMIC HT  -         168.323 (meters)     552.24  (feet)  COMP
 DN0451  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 DN0451
 DN0451  VERT ORDER  -  FIRST     CLASS II
 DN0451
 DN0451.The horizontal coordinates were scaled from a topographic map and have
 DN0451.an estimated accuracy of +/- 6 seconds.
 DN0451
 DN0451.The orthometric height was determined by differential leveling
 DN0451.and adjusted by the National Geodetic Survey in June 1991..
 DN0451.WARNING-Repeat measurements at this control monument indicate possible
 DN0451.vertical movement.
 DN0451
 DN0451.The geoid height was determined by GEOID03.
 DN0451
 DN0451.The dynamic height is computed by dividing the NAVD 88
 DN0451.geopotential number by the normal gravity value computed on the
 DN0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0451.degrees latitude (g = 980.6199 gals.).
 DN0451
 DN0451.The modeled gravity was interpolated from observed gravity values.
 DN0451
 DN0451;                    North         East    Units  Estimated Accuracy
 DN0451;SPC TXNC     - 2,240,740.      782,150.      MT  (+/- 180 meters Scaled)
 DN0451
 DN0451                          SUPERSEDED SURVEY CONTROL
 DN0451
 DN0451  NGVD 29 (??/??/92)  168.44   (m)          552.6    (f) COMPUTED    1 2
 DN0451
 DN0451.Superseded values are not recommended for survey control.
 DN0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0451.See file dsdata.txt to determine how the superseded data were derived.
 DN0451
 DN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC283451(NAD 83)
 DN0451_MARKER: DD = SURVEY DISK
 DN0451_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0451_SP_SET: BRIDGE ABUTMENT
 DN0451_STAMPING: 550.73
 DN0451_MARK LOGO: MKTRR 
 DN0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0451
 DN0451  HISTORY     - Date     Condition        Report By
 DN0451  HISTORY     - UNK      MONUMENTED       MKTRR
 DN0451  HISTORY     - 1933     GOOD             NGS
 DN0451  HISTORY     - 1934     GOOD             NGS
 DN0451  HISTORY     - 1986     GOOD             NGS
 DN0451
 DN0451                          STATION DESCRIPTION
 DN0451
 DN0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DN0451'4.8 MI N FROM DENISON.
 DN0451'4.8 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0451'DENISON, GRAYSON COUNTY, AT THE BRIDGE OVER RED RIVER, ON THE SOUTH
 DN0451'ABUTMENT, IN THE TOP OF THE WEST END OF THE PARAPET, 1 FOOT FROM THE
 DN0451'SOUTH EDGE, AND 1 FOOT FROM THE WEST EDGE.  A MISSOURI-KANSAS-TEXAS
 DN0451'RAILROAD OF TEXAS STANDARD DISK.
 DN0451
 DN0451                          STATION RECOVERY (1934)
 DN0451
 DN0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DN0451'RECOVERED IN GOOD CONDITION.
 DN0451
 DN0451                          STATION RECOVERY (1986)
 DN0451
 DN0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0451'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.2 KM (4.45
 DN0451'MI) NORTHERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION WITH FARM ROAD
 DN0451'120 IN DENISON, IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 DN0451'ABUTMENT OF THE MISSOURI KANSAS TEXAS RAILROAD BRIDGE SPANNING THE RED
 DN0451'RIVER, 49.9 M (163.7 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH
 DN0451'BOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) NORTHWEST OF THE NEAR RAIL,
 DN0451'AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT.
 DN0451'NOTE -- STAMPING ON DISK IS 550.73.
 DN0451'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0350 ***********************************************************************
 DP0350  DESIGNATION -  5547+35
 DP0350  PID         -  DP0350
 DP0350  STATE/COUNTY-  TX/LUBBOCK
 DP0350  USGS QUAD   -  HECKVILLE (1965)
 DP0350
 DP0350                         *CURRENT SURVEY CONTROL
 DP0350  ___________________________________________________________________
 DP0350* NAD 83(1986)-  33 45 13.     (N)    101 40 09.     (W)     SCALED    
 DP0350* NAVD 88     -       989.844  (meters)    3247.51   (feet)  POSTED    
 DP0350  ___________________________________________________________________
 DP0350  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DP0350  DYNAMIC HT  -         988.570 (meters)    3243.33  (feet)  COMP
 DP0350  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 DP0350
 DP0350  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0350
 DP0350.The horizontal coordinates were scaled from a topographic map and have
 DP0350.an estimated accuracy of +/- 6 seconds.
 DP0350
 DP0350.The orthometric height was determined by differential leveling
 DP0350.and adjusted by the National Geodetic Survey in 1992..
 DP0350.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0350.rate of 1.1 thru 2.0 mm/km.
 DP0350
 DP0350.The geoid height was determined by GEOID03.
 DP0350
 DP0350.The dynamic height is computed by dividing the NAVD 88
 DP0350.geopotential number by the normal gravity value computed on the
 DP0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0350.degrees latitude (g = 980.6199 gals.).
 DP0350
 DP0350.The modeled gravity was interpolated from observed gravity values.
 DP0350
 DP0350;                    North         East    Units  Estimated Accuracy
 DP0350;SPC TXNC     - 2,235,860.      306,440.      MT  (+/- 180 meters Scaled)
 DP0350
 DP0350                          SUPERSEDED SURVEY CONTROL
 DP0350
 DP0350  NGVD 29 (??/??/92)  989.465  (m)         3246.27   (f) ADJ UNCH    1 2
 DP0350
 DP0350.Superseded values are not recommended for survey control.
 DP0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0350.See file dsdata.txt to determine how the superseded data were derived.
 DP0350
 DP0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC527380(NAD 83)
 DP0350_MARKER: Z = SEE DESCRIPTION
 DP0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0350_SP_SET: CONCRETE FILLED PIPE
 DP0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0350
 DP0350  HISTORY     - Date     Condition        Report By
 DP0350  HISTORY     - UNK      MONUMENTED       BNRR
 DP0350  HISTORY     - 1933     GOOD             NGS
 DP0350
 DP0350                          STATION DESCRIPTION
 DP0350
 DP0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DP0350'9.4 MI SW FROM PETERSBURG.
 DP0350'9.4 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0350'THE STATION AT PETERSBURG, HALE COUNTY, ABOUT 17-3/4 RAILS SOUTH OF
 DP0350'MILEPOST L 342, AT STATION 5547+35 (MILEAGE 342.11), ABOUT 40 FEET
 DP0350'NORTH OF A PUBLIC-ROAD CROSSING, AND ABOUT 30 FEET EAST OF THE TRACK.
 DP0350'THE TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 4 INCHES ABOVE
 DP0350'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0408 ***********************************************************************
 AB0408  DESIGNATION -  555 TXGS
 AB0408  PID         -  AB0408
 AB0408  STATE/COUNTY-  TX/WILLACY
 AB0408  USGS QUAD   -  SANTA ROSA (1982)
 AB0408
 AB0408                         *CURRENT SURVEY CONTROL
 AB0408  ___________________________________________________________________
 AB0408* NAD 83(1986)-  26 20 33.     (N)    097 47 27.     (W)     SCALED    
 AB0408* NAVD 88     -        11.317  (meters)      37.13   (feet)  ADJUSTED  
 AB0408  ___________________________________________________________________
 AB0408  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AB0408  DYNAMIC HT  -          11.298 (meters)      37.07  (feet)  COMP
 AB0408  MODELED GRAV-     979,039.5   (mgal)                       NAVD 88
 AB0408
 AB0408  VERT ORDER  -  FIRST     CLASS II
 AB0408
 AB0408.The horizontal coordinates were scaled from a topographic map and have
 AB0408.an estimated accuracy of +/- 6 seconds.
 AB0408
 AB0408.The orthometric height was determined by differential leveling
 AB0408.and adjusted by the National Geodetic Survey in June 1991..
 AB0408
 AB0408.The geoid height was determined by GEOID03.
 AB0408
 AB0408.The dynamic height is computed by dividing the NAVD 88
 AB0408.geopotential number by the normal gravity value computed on the
 AB0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0408.degrees latitude (g = 980.6199 gals.).
 AB0408
 AB0408.The modeled gravity was interpolated from observed gravity values.
 AB0408
 AB0408;                    North         East    Units  Estimated Accuracy
 AB0408;SPC TX S     - 5,075,080.      370,790.      MT  (+/- 180 meters Scaled)
 AB0408
 AB0408                          SUPERSEDED SURVEY CONTROL
 AB0408
 AB0408  NGVD 29 (??/??/92)   11.393  (m)           37.38   (f) ADJ UNCH    1 2
 AB0408
 AB0408.Superseded values are not recommended for survey control.
 AB0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0408.See file dsdata.txt to determine how the superseded data were derived.
 AB0408
 AB0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ206141(NAD 83)
 AB0408_MARKER: DB = BENCH MARK DISK
 AB0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0408_STAMPING: 555
 AB0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0408+STABILITY: SURFACE MOTION
 AB0408
 AB0408  HISTORY     - Date     Condition        Report By
 AB0408  HISTORY     - UNK      MONUMENTED       CGS
 AB0408  HISTORY     - 1951     GOOD             NGS
 AB0408  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0408
 AB0408                          STATION DESCRIPTION
 AB0408
 AB0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0408'0.1 MI S FROM SEBASTIAN.
 AB0408'0.1 MILE SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0408'FROM THE STATION AT SEBASTIAN, AT THE CROSSING OF FARM ROAD 506, 42
 AB0408'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 41 FEET SOUTH OF THE
 AB0408'CENTER LINE OF THE FARM ROAD, 18 FEET SOUTHWEST OF THE SOUTH END OF AN
 AB0408'18 INCH CONCRETE PIPE CULVERT UNDER THE FARM ROAD, 10.5 FEET SOUTH OF
 AB0408'A TELEGRAPH POLE, 3 FEET SOUTH OF A WITNESS POST, 4 FEET BELOW THE TOP
 AB0408'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 AB0408'THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0408
 AB0408                          STATION RECOVERY (1981)
 AB0408
 AB0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0408'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0190 ***********************************************************************
 AW0190  DESIGNATION -  5554 0310
 AW0190  PID         -  AW0190
 AW0190  STATE/COUNTY-  TX/HARRIS
 AW0190  USGS QUAD   -  PARK PLACE (1995)
 AW0190
 AW0190                         *CURRENT SURVEY CONTROL
 AW0190  ___________________________________________________________________
 AW0190* NAD 83(1986)-  29 41 17.     (N)    095 19 29.     (W)     SCALED    
 AW0190* NAVD 88     -        11.53   (+/-2cm)      37.8    (feet)  VERTCON   
 AW0190  ___________________________________________________________________
 AW0190  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW0190
 AW0190  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0190
 AW0190.The horizontal coordinates were scaled from a topographic map and have
 AW0190.an estimated accuracy of +/- 6 seconds.
 AW0190
 AW0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0190.The vertical order pertains to the NGVD 29 superseded value.
 AW0190
 AW0190.The geoid height was determined by GEOID03.
 AW0190
 AW0190;                    North         East    Units  Estimated Accuracy
 AW0190;SPC TXSC     - 4,211,140.      955,620.      MT  (+/- 180 meters Scaled)
 AW0190
 AW0190                          SUPERSEDED SURVEY CONTROL
 AW0190
 AW0190  NGVD 29 (??/??/92)   11.527  (m)           37.82   (f) ADJ UNCH    1 1
 AW0190
 AW0190.Superseded values are not recommended for survey control.
 AW0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0190.See file dsdata.txt to determine how the superseded data were derived.
 AW0190
 AW0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN750864(NAD 83)
 AW0190_MARKER: DD = SURVEY DISK
 AW0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0190_STAMPING: 5554 0310
 AW0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0190+STABILITY: SURFACE MOTION
 AW0190
 AW0190  HISTORY     - Date     Condition        Report By
 AW0190  HISTORY     - UNK      MONUMENTED       TX3280
 AW0190  HISTORY     - 1973     GOOD             NGS
 AW0190  HISTORY     - 1978     GOOD             NGS
 AW0190  HISTORY     - 1978     GOOD             NGS
 AW0190  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0190  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0190  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0190  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0190  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0190  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0190  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW0190  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW0190
 AW0190                          STATION DESCRIPTION
 AW0190
 AW0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0190'IN HOUSTON.
 AW0190'AT HOUSTON, AT THE T JUNCTION OF SOUTHRIDGE STREET AND MYKAWA ROAD, 56
 AW0190'FEET EAST OF THE CENTER LINE OF MYKAWA ROAD, 9.5 FEET NORTH OF THE
 AW0190'EXTENDED CENTER LINE OF SOUTHRIDGE STREET, 79.7 FEET SOUTHEAST OF A
 AW0190'POWER LINE POLE, 20.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 AW0190'0.9 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST,
 AW0190'0.8 FOOT UNDERGROUND, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 AW0190
 AW0190                          STATION RECOVERY (1978)
 AW0190
 AW0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0190'RECOVERED IN GOOD CONDITION.
 AW0190
 AW0190                          STATION RECOVERY (1978)
 AW0190
 AW0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0190'RECOVERED IN GOOD CONDITION.
 AW0190
 AW0190                          STATION RECOVERY (1986)
 AW0190
 AW0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0190'MARK NOT FOUND.
 AW0190
 AW0190                          STATION RECOVERY (1987)
 AW0190
 AW0190'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0190'MARK NOT FOUND.
 AW0190
 AW0190                          STATION RECOVERY (1987)
 AW0190
 AW0190'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0190'MARK NOT FOUND.
 AW0190
 AW0190                          STATION RECOVERY (1988)
 AW0190
 AW0190'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0190'MARK NOT FOUND.
 AW0190
 AW0190                          STATION RECOVERY (1989)
 AW0190
 AW0190'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0190'MARK NOT FOUND.
 AW0190
 AW0190                          STATION RECOVERY (1989)
 AW0190
 AW0190'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0190'MARK NOT FOUND.
 AW0190
 AW0190                          STATION RECOVERY (1991)
 AW0190
 AW0190'RECOVERY NOTE BY US POWER SQUADRON 1991 (BB)
 AW0190'MARK NOT FOUND.
 AW0190
 AW0190                          STATION RECOVERY (2005)
 AW0190
 AW0190'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0253 ***********************************************************************
 AW0253  DESIGNATION -  5554 0403 C OF H
 AW0253  PID         -  AW0253
 AW0253  STATE/COUNTY-  TX/HARRIS
 AW0253  USGS QUAD   -  PARK PLACE (1995)
 AW0253
 AW0253                         *CURRENT SURVEY CONTROL
 AW0253  ___________________________________________________________________
 AW0253* NAD 83(1986)-  29 40 40.     (N)    095 19 17.     (W)     SCALED    
 AW0253* NAVD 88     -        12.78   (+/-2cm)      41.9    (feet)  VERTCON   
 AW0253  ___________________________________________________________________
 AW0253  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0253
 AW0253  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0253
 AW0253.The horizontal coordinates were scaled from a topographic map and have
 AW0253.an estimated accuracy of +/- 6 seconds.
 AW0253
 AW0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0253.The vertical order pertains to the NGVD 29 superseded value.
 AW0253
 AW0253.The geoid height was determined by GEOID03.
 AW0253
 AW0253;                    North         East    Units  Estimated Accuracy
 AW0253;SPC TXSC     - 4,210,010.      955,980.      MT  (+/- 180 meters Scaled)
 AW0253
 AW0253                          SUPERSEDED SURVEY CONTROL
 AW0253
 AW0253  NGVD 29 (??/??/92)   12.775  (m)           41.91   (f) ADJ UNCH    1 1
 AW0253
 AW0253.Superseded values are not recommended for survey control.
 AW0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0253.See file dsdata.txt to determine how the superseded data were derived.
 AW0253
 AW0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN753853(NAD 83)
 AW0253_MARKER: DD = SURVEY DISK
 AW0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0253_STAMPING: 5554 0403
 AW0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0253+STABILITY: SURFACE MOTION
 AW0253
 AW0253  HISTORY     - Date     Condition        Report By
 AW0253  HISTORY     - UNK      MONUMENTED       TX3280
 AW0253  HISTORY     - 1973     GOOD             NGS
 AW0253  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0253  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0253  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0253  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0253  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0253  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0253  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0253
 AW0253                          STATION DESCRIPTION
 AW0253
 AW0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0253'1.0 MI S FROM HOUSTON.
 AW0253'1.0 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0253'THE INTERSTATE HIGHWAY 610 SOUTH LOOP OVERPASS AT HOUSTON, AT THE
 AW0253'SOUTHWEST CORNER OF THE CROSSING AT DIXIE DRIVE, 3.7 FEET WEST OF THE
 AW0253'WEST RAIL OF THE MAIN TRACK, 17.5 FEET SOUTH OF THE CENTER LINE OF THE
 AW0253'DRIVE, 49.3 FEET NORTHWEST AND ACROSS THE TRACK FROM A TELEPHONE POLE,
 AW0253'8.2 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER BOLT OF A RAILROAD
 AW0253'SIGNAL LIGHT BASE, SET IN THE TOP OF A CONCRETE POST, 0.4 FOOT BELOW
 AW0253'THE LEVEL OF THE GROUND, AND ABOUT 1.0 FOOT LOWER THAN THE TRACK.
 AW0253
 AW0253                          STATION RECOVERY (1978)
 AW0253
 AW0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0253'NOT RECOVERED.
 AW0253
 AW0253                          STATION RECOVERY (1978)
 AW0253
 AW0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0253'NOT RECOVERED.
 AW0253
 AW0253                          STATION RECOVERY (1987)
 AW0253
 AW0253'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0253'MARK NOT FOUND.
 AW0253
 AW0253                          STATION RECOVERY (1987)
 AW0253
 AW0253'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0253'MARK NOT FOUND.
 AW0253
 AW0253                          STATION RECOVERY (1987)
 AW0253
 AW0253'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0253'MARK NOT FOUND.
 AW0253
 AW0253                          STATION RECOVERY (1988)
 AW0253
 AW0253'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0253'MARK NOT FOUND.
 AW0253
 AW0253                          STATION RECOVERY (1989)
 AW0253
 AW0253'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3549 ***********************************************************************
 AW3549  DESIGNATION -  555+50 505
 AW3549  PID         -  AW3549
 AW3549  STATE/COUNTY-  TX/HARRIS
 AW3549  USGS QUAD   -  LA PORTE (1982)
 AW3549
 AW3549                         *CURRENT SURVEY CONTROL
 AW3549  ___________________________________________________________________
 AW3549* NAD 83(1986)-  29 44 54.     (N)    095 05 48.     (W)     SCALED    
 AW3549* NAVD 88     -         2.56   (+/-2cm)       8.4    (feet)  VERTCON   
 AW3549  ___________________________________________________________________
 AW3549  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3549
 AW3549  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3549
 AW3549.The horizontal coordinates were scaled from a topographic map and have
 AW3549.an estimated accuracy of +/- 6 seconds.
 AW3549
 AW3549.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3549.The vertical order pertains to the NGVD 29 superseded value.
 AW3549
 AW3549.The geoid height was determined by GEOID03.
 AW3549
 AW3549;                    North         East    Units  Estimated Accuracy
 AW3549;SPC TXSC     - 4,218,530.      977,450.      MT  (+/- 180 meters Scaled)
 AW3549
 AW3549                          SUPERSEDED SURVEY CONTROL
 AW3549
 AW3549  NGVD 29 (??/??/92)    2.552  (m)            8.37   (f) ADJ UNCH    1 2
 AW3549
 AW3549.Superseded values are not recommended for survey control.
 AW3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3549.See file dsdata.txt to determine how the superseded data were derived.
 AW3549
 AW3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN972927(NAD 83)
 AW3549_MARKER: DD = SURVEY DISK
 AW3549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3549_STAMPING: 555+50 505
 AW3549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3549+STABILITY: SURFACE MOTION
 AW3549
 AW3549  HISTORY     - Date     Condition        Report By
 AW3549  HISTORY     - UNK      MONUMENTED       USE
 AW3549  HISTORY     - 1959     GOOD             NGS
 AW3549  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3549
 AW3549                          STATION DESCRIPTION
 AW3549
 AW3549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3549'1.7 MI SW FROM LYNCHBURG.
 AW3549'ABOUT 1.7 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3549'FERRY LANDING AT LYNCHBURG, ON THE SOUTHEAST BANK OF THE CHANNEL, 91
 AW3549'YARDS NORTHEAST OF A FENCE, ON THE NORTHEAST SIDE OF A SMALL CLAY
 AW3549'KNOLL, 37 FEET SOUTHEAST OF THE HIGH WATER LINE OF THE CHANNEL 3 1/2
 AW3549'FEET NORTHWEST OF A WOODEN WITNESS POST PROJECTING 6 1/2 FEET, AND IN
 AW3549'THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND. IT
 AW3549'IS BELIEVED THE MARK HAS BEEN COVERED OVER BY DREDGING SPOILS.
 AW3549
 AW3549                          STATION RECOVERY (1964)
 AW3549
 AW3549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0485 ***********************************************************************
 AJ0485  DESIGNATION -  556 RM
 AJ0485  PID         -  AJ0485
 AJ0485  STATE/COUNTY-  TX/JIM HOGG
 AJ0485  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0485
 AJ0485                         *CURRENT SURVEY CONTROL
 AJ0485  ___________________________________________________________________
 AJ0485* NAD 83(1986)-  27 18 28.     (N)    098 40 39.     (W)     SCALED    
 AJ0485* NAVD 88     -       169.369  (meters)     555.67   (feet)  ADJUSTED  
 AJ0485  ___________________________________________________________________
 AJ0485  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ0485  DYNAMIC HT  -         169.097 (meters)     554.78  (feet)  COMP
 AJ0485  MODELED GRAV-     979,036.3   (mgal)                       NAVD 88
 AJ0485
 AJ0485  VERT ORDER  -  FIRST     CLASS II
 AJ0485
 AJ0485.The horizontal coordinates were scaled from a topographic map and have
 AJ0485.an estimated accuracy of +/- 6 seconds.
 AJ0485
 AJ0485.The orthometric height was determined by differential leveling
 AJ0485.and adjusted by the National Geodetic Survey in June 1991..
 AJ0485
 AJ0485.The geoid height was determined by GEOID03.
 AJ0485
 AJ0485.The dynamic height is computed by dividing the NAVD 88
 AJ0485.geopotential number by the normal gravity value computed on the
 AJ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0485.degrees latitude (g = 980.6199 gals.).
 AJ0485
 AJ0485.The modeled gravity was interpolated from observed gravity values.
 AJ0485
 AJ0485;                    North         East    Units  Estimated Accuracy
 AJ0485;SPC TX S     - 5,181,830.      282,430.      MT  (+/- 180 meters Scaled)
 AJ0485
 AJ0485                          SUPERSEDED SURVEY CONTROL
 AJ0485
 AJ0485  NGVD 29 (??/??/92)  169.40   (m)          555.8    (f) COMPUTED    1 2
 AJ0485
 AJ0485.Superseded values are not recommended for survey control.
 AJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0485.See file dsdata.txt to determine how the superseded data were derived.
 AJ0485
 AJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR319205(NAD 83)
 AJ0485_MARKER: Q = CHISELED SQUARE
 AJ0485_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0485_SP_SET: STONE
 AJ0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0485+STABILITY: POSITION/ELEVATION WELL
 AJ0485
 AJ0485  HISTORY     - Date     Condition        Report By
 AJ0485  HISTORY     - UNK      MONUMENTED       USGS
 AJ0485  HISTORY     - 1933     GOOD             NGS
 AJ0485  HISTORY     - 1940     MARK NOT FOUND   LOCENG
 AJ0485
 AJ0485                          STATION DESCRIPTION
 AJ0485
 AJ0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0485'IN HEBBRONVILLE.
 AJ0485'REFERENCE MARK TO BENCH MARK H-42 1923 - TEXAS - U.S.G.S.  AT THE
 AJ0485'FRONT ENTRANCE TO THE COURT HOUSE IN THE WEST END OF THE FIRST STONE
 AJ0485'STEP FROM THE GROUND.
 AJ0485
 AJ0485                          STATION RECOVERY (1940)
 AJ0485
 AJ0485'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 AJ0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0788 ***********************************************************************
 AJ0788  DESIGNATION -  557
 AJ0788  PID         -  AJ0788
 AJ0788  STATE/COUNTY-  TX/WEBB
 AJ0788  USGS QUAD   -  TIOS CREEK (1965)
 AJ0788
 AJ0788                         *CURRENT SURVEY CONTROL
 AJ0788  ___________________________________________________________________
 AJ0788* NAD 83(1986)-  27 30 38.     (N)    099 15 07.     (W)     SCALED    
 AJ0788* NAVD 88     -       169.745  (meters)     556.91   (feet)  ADJUSTED  
 AJ0788  ___________________________________________________________________
 AJ0788  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AJ0788  DYNAMIC HT  -         169.476 (meters)     556.02  (feet)  COMP
 AJ0788  MODELED GRAV-     979,057.0   (mgal)                       NAVD 88
 AJ0788
 AJ0788  VERT ORDER  -  FIRST     CLASS II
 AJ0788
 AJ0788.The horizontal coordinates were scaled from a topographic map and have
 AJ0788.an estimated accuracy of +/- 6 seconds.
 AJ0788
 AJ0788.The orthometric height was determined by differential leveling
 AJ0788.and adjusted by the National Geodetic Survey in June 1991..
 AJ0788
 AJ0788.The geoid height was determined by GEOID03.
 AJ0788
 AJ0788.The dynamic height is computed by dividing the NAVD 88
 AJ0788.geopotential number by the normal gravity value computed on the
 AJ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0788.degrees latitude (g = 980.6199 gals.).
 AJ0788
 AJ0788.The modeled gravity was interpolated from observed gravity values.
 AJ0788
 AJ0788;                    North         East    Units  Estimated Accuracy
 AJ0788;SPC TX S     - 5,204,510.      225,710.      MT  (+/- 180 meters Scaled)
 AJ0788
 AJ0788                          SUPERSEDED SURVEY CONTROL
 AJ0788
 AJ0788  NGVD 29 (??/??/92)  169.756  (m)          556.94   (f) ADJ UNCH    1 2
 AJ0788
 AJ0788.Superseded values are not recommended for survey control.
 AJ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0788.See file dsdata.txt to determine how the superseded data were derived.
 AJ0788
 AJ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR751430(NAD 83)
 AJ0788_MARKER: DD = SURVEY DISK
 AJ0788_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AJ0788+WITH SETTING: INTO GROUND
 AJ0788_STAMPING: 556.94 1919
 AJ0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0788+STABILITY: SURFACE MOTION
 AJ0788
 AJ0788  HISTORY     - Date     Condition        Report By
 AJ0788  HISTORY     - 1919     MONUMENTED       USGS
 AJ0788  HISTORY     - 1965     POOR             USGS
 AJ0788
 AJ0788                          STATION DESCRIPTION
 AJ0788
 AJ0788'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ0788'IN PESCADITO.
 AJ0788'AT PESCADITO, WEBB COUNTY, ON THE TEXAS MEXICAN RAILWAY, 370 FEET FROM
 AJ0788'THE CENTERLINE OF THE TRACK AT THE NORTHEAST CORNER OF AN OLD CONCRETE
 AJ0788'FOOTING, 98 FEET SOUTHWEST OF THE CENTERLINE OF THE RR AT A RANCH ROAD
 AJ0788'CROSSING, 46 FEET SOUTH OF THE CENTERLINE OF THE TRACK, A STANDARD
 AJ0788'USGS TABLET RIVETED ON TOP OF 3 1/2 IN GALVANIZED PIPE AND STAMPED
 AJ0788'556.94 1919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0405 ***********************************************************************
 AB0405  DESIGNATION -  557 TXGS
 AB0405  PID         -  AB0405
 AB0405  STATE/COUNTY-  TX/WILLACY
 AB0405  USGS QUAD   -  SANTA ROSA (1982)
 AB0405
 AB0405                         *CURRENT SURVEY CONTROL
 AB0405  ___________________________________________________________________
 AB0405* NAD 83(1986)-  26 22 28.     (N)    097 47 28.     (W)     SCALED    
 AB0405* NAVD 88     -        11.560  (meters)      37.93   (feet)  ADJUSTED  
 AB0405  ___________________________________________________________________
 AB0405  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AB0405  DYNAMIC HT  -          11.541 (meters)      37.86  (feet)  COMP
 AB0405  MODELED GRAV-     979,041.2   (mgal)                       NAVD 88
 AB0405
 AB0405  VERT ORDER  -  FIRST     CLASS II
 AB0405
 AB0405.The horizontal coordinates were scaled from a topographic map and have
 AB0405.an estimated accuracy of +/- 6 seconds.
 AB0405
 AB0405.The orthometric height was determined by differential leveling
 AB0405.and adjusted by the National Geodetic Survey in June 1991..
 AB0405
 AB0405.The geoid height was determined by GEOID03.
 AB0405
 AB0405.The dynamic height is computed by dividing the NAVD 88
 AB0405.geopotential number by the normal gravity value computed on the
 AB0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0405.degrees latitude (g = 980.6199 gals.).
 AB0405
 AB0405.The modeled gravity was interpolated from observed gravity values.
 AB0405
 AB0405;                    North         East    Units  Estimated Accuracy
 AB0405;SPC TX S     - 5,078,620.      370,740.      MT  (+/- 180 meters Scaled)
 AB0405
 AB0405                          SUPERSEDED SURVEY CONTROL
 AB0405
 AB0405  NGVD 29 (??/??/92)   11.634  (m)           38.17   (f) ADJ UNCH    1 2
 AB0405
 AB0405.Superseded values are not recommended for survey control.
 AB0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0405.See file dsdata.txt to determine how the superseded data were derived.
 AB0405
 AB0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ206177(NAD 83)
 AB0405_MARKER: DB = BENCH MARK DISK
 AB0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0405_STAMPING: 557
 AB0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0405+STABILITY: SURFACE MOTION
 AB0405
 AB0405  HISTORY     - Date     Condition        Report By
 AB0405  HISTORY     - UNK      MONUMENTED       CGS
 AB0405  HISTORY     - 1951     GOOD             NGS
 AB0405  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0405  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0405
 AB0405                          STATION DESCRIPTION
 AB0405
 AB0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0405'2.05 MI N FROM SEBASTIAN.
 AB0405'2.05 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0405'FROM THE STATION AT SEBASTIAN, 2 POLES NORTH OF MILEPOST 39, 42 FEET
 AB0405'EAST OF THE EAST RAIL, 48 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 AB0405'77, 31 FEET SOUTH OF A TELEGRAPH POLE, 1.4 FEET SOUTH OF A WITNESS
 AB0405'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AB0405'THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0405
 AB0405                          STATION RECOVERY (1981)
 AB0405
 AB0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0405'NOT RECOVERED, SEARCHED FOR PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 AB0405
 AB0405                          STATION RECOVERY (1988)
 AB0405
 AB0405'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0352 ***********************************************************************
 DP0352  DESIGNATION -  5597+55
 DP0352  PID         -  DP0352
 DP0352  STATE/COUNTY-  TX/LUBBOCK
 DP0352  USGS QUAD   -  IDALOU (1975)
 DP0352
 DP0352                         *CURRENT SURVEY CONTROL
 DP0352  ___________________________________________________________________
 DP0352* NAD 83(1986)-  33 44 26.     (N)    101 40 34.     (W)     SCALED    
 DP0352* NAVD 88     -       987.331  (meters)    3239.27   (feet)  POSTED    
 DP0352  ___________________________________________________________________
 DP0352  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DP0352  DYNAMIC HT  -         986.060 (meters)    3235.10  (feet)  COMP
 DP0352  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 DP0352
 DP0352  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DP0352
 DP0352.The horizontal coordinates were scaled from a topographic map and have
 DP0352.an estimated accuracy of +/- 6 seconds.
 DP0352
 DP0352.The orthometric height was determined by differential leveling
 DP0352.and adjusted by the National Geodetic Survey in 1992..
 DP0352.No vertical observational check was made to the station.
 DP0352.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DP0352.was located on a no-check spur therefore a value was not computed.
 DP0352
 DP0352.The geoid height was determined by GEOID03.
 DP0352
 DP0352.The dynamic height is computed by dividing the NAVD 88
 DP0352.geopotential number by the normal gravity value computed on the
 DP0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0352.degrees latitude (g = 980.6199 gals.).
 DP0352
 DP0352.The modeled gravity was interpolated from observed gravity values.
 DP0352
 DP0352;                    North         East    Units  Estimated Accuracy
 DP0352;SPC TXNC     - 2,234,430.      305,750.      MT  (+/- 180 meters Scaled)
 DP0352
 DP0352                          SUPERSEDED SURVEY CONTROL
 DP0352
 DP0352  NGVD 29 (??/??/92)  986.951  (m)         3238.02   (f) ADJ UNCH    1 2
 DP0352
 DP0352.Superseded values are not recommended for survey control.
 DP0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0352.See file dsdata.txt to determine how the superseded data were derived.
 DP0352
 DP0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC520366(NAD 83)
 DP0352_MARKER: Z = SEE DESCRIPTION
 DP0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0352_SP_SET: CONCRETE FILLED PIPE
 DP0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0352
 DP0352  HISTORY     - Date     Condition        Report By
 DP0352  HISTORY     - UNK      MONUMENTED       BNRR
 DP0352  HISTORY     - 1964     MARK NOT FOUND   NGS
 DP0352
 DP0352                          STATION DESCRIPTION
 DP0352
 DP0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DP0352'10.3 MI SW FROM PETERSBURG.
 DP0352'10.3 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0352'THE STATION AT PETERSBURG, HALE COUNTY, ABOUT 9-1/2 RAILS SOUTH OF
 DP0352'MILEPOST L 343, AT STATION 5597+55 (MILEAGE 343.06), ABOUT 3 RAILS
 DP0352'NORTH OF A PRIVATE-ROAD CROSSING, AND ABOUT 50 FEET EAST OF THE TRACK.
 DP0352'THE TOP OF A CONCRETE-FILLED PIPE PROJECTING ABOUT 7 INCHES ABOVE
 DP0352'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0949 ***********************************************************************
 EN0949  DESIGNATION -  56 RDS
 EN0949  PID         -  EN0949
 EN0949  STATE/COUNTY-  TX/HALL
 EN0949  USGS QUAD   -  HUGHES CANYON (1985)
 EN0949
 EN0949                         *CURRENT SURVEY CONTROL
 EN0949  ___________________________________________________________________
 EN0949* NAD 83(1993)-  34 30 24.99912(N)    100 53 22.50582(W)     ADJUSTED  
 EN0949* NAVD 88     -       718.25   (+/-2cm)    2356.5    (feet)  VERTCON   
 EN0949  ___________________________________________________________________
 EN0949  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 EN0949  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EN0949
 EN0949  HORZ ORDER  -  THIRD
 EN0949  VERT ORDER  -  THIRD ? (See Below)
 EN0949
 EN0949.The horizontal coordinates were established by classical geodetic methods
 EN0949.and adjusted by the National Geodetic Survey in February 1996..
 EN0949
 EN0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0949.The vertical order pertains to the NGVD 29 superseded value.
 EN0949
 EN0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0949
 EN0949.The geoid height was determined by GEOID03.
 EN0949
 EN0949;                    North         East     Units Scale Factor Converg.
 EN0949;SPC TX N     - 1,056,413.518   256,057.533   MT  1.00003623   +0 21 13.5
 EN0949;SPC TX N     - 3,465,916.68    840,082.09   sFT  1.00003623   +0 21 13.5
 EN0949;UTM  14      - 3,819,988.069   326,532.998   MT  0.99997091   -1 04 14.6
 EN0949
 EN0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0949!SPC TX N     -   0.99989164  x   1.00003623  =   0.99992786
 EN0949!UTM  14      -   0.99989164  x   0.99997091  =   0.99986255
 EN0949
 EN0949                          SUPERSEDED SURVEY CONTROL
 EN0949
 EN0949  NAD 83(1993)-  34 30 25.00069(N)    100 53 22.50390(W) AD(       ) 3
 EN0949  NAD 83(1986)-  34 30 25.00399(N)    100 53 22.49921(W) AD(       ) 3
 EN0949  NGVD 29 (01/19/93)  717.94   (m)         2355.4    (f) LEVELING    3  
 EN0949
 EN0949.Superseded values are not recommended for survey control.
 EN0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0949.See file dsdata.txt to determine how the superseded data were derived.
 EN0949
 EN0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2653319988(NAD 83)
 EN0949_MARKER: DD = SURVEY DISK
 EN0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0949+STABILITY: SURFACE MOTION
 EN0949
 EN0949  HISTORY     - Date     Condition        Report By
 EN0949  HISTORY     - 1954     MONUMENTED       USGS
 EN0949
 EN0949                          STATION DESCRIPTION
 EN0949
 EN0949'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0949'STATION IS LOCATED ABOUT 8.0 MI. AIRLINE N. OF TURKEY, 14.0 MI.
 EN0949'AIRLINE NE. OF QUITAQUE AND ABOUT 1.0 MI. AIRLINE S. OF THE LITTLE
 EN0949'RED RIVER, ON THE HIGHEST POINT OF A SMALL TOP.
 EN0949'
 EN0949'STATION MARK--A STANDARD TABLET STAMPED---56 RDS 1954 2355---, SET
 EN0949'IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 EN0949'
 EN0949'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2010 ***********************************************************************
 AW2010  DESIGNATION -  56 SHELL
 AW2010  PID         -  AW2010
 AW2010  STATE/COUNTY-  TX/HARRIS
 AW2010  USGS QUAD   -  LA PORTE (1982)
 AW2010
 AW2010                         *CURRENT SURVEY CONTROL
 AW2010  ___________________________________________________________________
 AW2010* NAD 83(1986)-  29 42 59.     (N)    095 07 18.     (W)     SCALED    
 AW2010* NAVD 88     -         8.52   (+/-2cm)      28.0    (feet)  VERTCON   
 AW2010  ___________________________________________________________________
 AW2010  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2010
 AW2010  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2010
 AW2010.The horizontal coordinates were scaled from a topographic map and have
 AW2010.an estimated accuracy of +/- 6 seconds.
 AW2010
 AW2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2010.The vertical order pertains to the NGVD 29 superseded value.
 AW2010
 AW2010.The geoid height was determined by GEOID03.
 AW2010
 AW2010;                    North         East    Units  Estimated Accuracy
 AW2010;SPC TXSC     - 4,214,920.      975,150.      MT  (+/- 180 meters Scaled)
 AW2010
 AW2010                          SUPERSEDED SURVEY CONTROL
 AW2010
 AW2010  NGVD 29 (??/??/92)    8.520  (m)           27.95   (f) ADJ UNCH    1 2
 AW2010
 AW2010.Superseded values are not recommended for survey control.
 AW2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2010.See file dsdata.txt to determine how the superseded data were derived.
 AW2010
 AW2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN947892(NAD 83)
 AW2010_MARKER: Z = SEE DESCRIPTION
 AW2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2010_STAMPING: W 219.0 N 2425.97 ELEV. 36.662
 AW2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2010+STABILITY: SURFACE MOTION
 AW2010
 AW2010  HISTORY     - Date     Condition        Report By
 AW2010  HISTORY     - UNK      MONUMENTED       SHELL
 AW2010  HISTORY     - 1959     GOOD             NGS
 AW2010  HISTORY     - 1964     GOOD             NGS
 AW2010  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2010  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW2010  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW2010  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW2010  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW2010
 AW2010                          STATION DESCRIPTION
 AW2010
 AW2010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2010'1.1 MI N FROM DEER PARK.
 AW2010'ABOUT 0.4 MILE NORTH ALONG CENTER AVENUE FROM THE POST OFFICE AT DEER
 AW2010'PARK, THENCE ABOUT 0.4 MILE NORTH ALONG WEST 10TH STREET, THENCE ABOUT
 AW2010'0.2 MILE EAST ALONG NORTH 30TH STREET, THENCE ABOUT 0.1 MILE SOUTH
 AW2010'ALONG WEST 2ND STREET, 48 FEET SOUTH OF THE EXTENDED CENTER LINE OF
 AW2010'NORTH 25TH STREET, 69 FEET NORTHEAST OF THE NORTHEAST CORNER OF PLANT
 AW2010'WAREHOUSE NO. 380, IN THE TOP OF A CONCRETE POST PROJECTING 2 FEET,
 AW2010'AND SURROUNDED BY A PIPE GUARD RAILING.
 AW2010
 AW2010                          STATION RECOVERY (1964)
 AW2010
 AW2010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2010'RECOVERED IN GOOD CONDITION.
 AW2010
 AW2010                          STATION RECOVERY (1978)
 AW2010
 AW2010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2010'NOT RECOVERED.  NOTE=WAREHOUSE HAS BEEN EXTENDED AND MARK IS GONE.
 AW2010
 AW2010                          STATION RECOVERY (1997)
 AW2010
 AW2010'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2010'MARK NOT FOUND.
 AW2010
 AW2010                          STATION RECOVERY (1997)
 AW2010
 AW2010'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2010'MARK NOT FOUND.
 AW2010
 AW2010                          STATION RECOVERY (2004)
 AW2010
 AW2010'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2010'MARK NOT FOUND.
 AW2010
 AW2010                          STATION RECOVERY (2005)
 AW2010
 AW2010'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0300 ***********************************************************************
 AY0300  DESIGNATION -  560
 AY0300  PID         -  AY0300
 AY0300  STATE/COUNTY-  TX/BEXAR
 AY0300  USGS QUAD   -  SOUTHTON (1992)
 AY0300
 AY0300                         *CURRENT SURVEY CONTROL
 AY0300  ___________________________________________________________________
 AY0300* NAD 83(1986)-  29 20 10.     (N)    098 27 11.     (W)     SCALED    
 AY0300* NAVD 88     -       168.749  (meters)     553.64   (feet)  ADJUSTED  
 AY0300  ___________________________________________________________________
 AY0300  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AY0300  DYNAMIC HT  -         168.503 (meters)     552.83  (feet)  COMP
 AY0300  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 AY0300
 AY0300  VERT ORDER  -  FIRST     CLASS II
 AY0300
 AY0300.The horizontal coordinates were scaled from a topographic map and have
 AY0300.an estimated accuracy of +/- 6 seconds.
 AY0300
 AY0300.The orthometric height was determined by differential leveling
 AY0300.and adjusted by the National Geodetic Survey in June 1991..
 AY0300
 AY0300.The geoid height was determined by GEOID03.
 AY0300
 AY0300.The dynamic height is computed by dividing the NAVD 88
 AY0300.geopotential number by the normal gravity value computed on the
 AY0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0300.degrees latitude (g = 980.6199 gals.).
 AY0300
 AY0300.The modeled gravity was interpolated from observed gravity values.
 AY0300
 AY0300;                    North         East    Units  Estimated Accuracy
 AY0300;SPC TXSC     - 4,166,670.      653,110.      MT  (+/- 180 meters Scaled)
 AY0300
 AY0300                          SUPERSEDED SURVEY CONTROL
 AY0300
 AY0300  NGVD 29 (??/??/92)  168.658  (m)          553.34   (f) ADJ UNCH    1 2
 AY0300
 AY0300.Superseded values are not recommended for survey control.
 AY0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0300.See file dsdata.txt to determine how the superseded data were derived.
 AY0300
 AY0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT531453(NAD 83)
 AY0300_MARKER: P = PIPE CAP
 AY0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0300_STAMPING: 560 SA
 AY0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0300
 AY0300  HISTORY     - Date     Condition        Report By
 AY0300  HISTORY     - UNK      MONUMENTED       USGS
 AY0300  HISTORY     - 1946     GOOD             NGS
 AY0300  HISTORY     - 19990412 MARK NOT FOUND   USPSQD
 AY0300
 AY0300                          STATION DESCRIPTION
 AY0300
 AY0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0300'6.3 MI S FROM SAN ANTONIO.
 AY0300'6.3 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 AY0300'RAILWAY STATION AT SAN ANTONIO, THENCE, 0.1 MILE EAST, AT BERGS MILL,
 AY0300'ABOUT 400.0 FEET EAST ALONG A TAR ROAD FROM THE CROSSING OF THE TAR
 AY0300'ROAD AND U. S. HIGHWAY 181, IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 AY0300'A NORTH-SOUTH TAR ROAD AND THE TAR ROAD LEADING WEST, 30.0 FEET WEST
 AY0300'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD (OLD CORPUS CHRISTI
 AY0300'HIGHWAY), 30.0 FEET NORTH OF THE CENTER LINE OF THE TAR ROAD LEADING
 AY0300'WEST, SURROUNDED BY THE CEMENT FLOOR OF PORCH IN FRONT OF FRAME
 AY0300'GROCERY STORE, 0.8 FOOT ABOVE THE FLOOR.  THE MARK HAS A SLIGHT TILT
 AY0300'TO THE SOUTH AND IS UNDER THE PORCH ROOF.  THE TAPE WAS HELD AT THE
 AY0300'HIGH POINT OF THE DISK WHICH IS AT THE LAST L IN GEOLOGICAL.  THE 3
 AY0300'1/2 INCH IRON PIPE IS RUSTED THROUGH AT ONE POINT NEAR THE PORCH
 AY0300'FLOOR.
 AY0300
 AY0300                          STATION RECOVERY (1999)
 AY0300
 AY0300'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3551 ***********************************************************************
 AW3551  DESIGNATION -  560+00 455
 AW3551  PID         -  AW3551
 AW3551  STATE/COUNTY-  TX/HARRIS
 AW3551  USGS QUAD   -  LA PORTE (1982)
 AW3551
 AW3551                         *CURRENT SURVEY CONTROL
 AW3551  ___________________________________________________________________
 AW3551* NAD 83(1986)-  29 44 52.     (N)    095 05 53.     (W)     SCALED    
 AW3551* NAVD 88     -         2.82   (+/-2cm)       9.3    (feet)  VERTCON   
 AW3551  ___________________________________________________________________
 AW3551  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3551
 AW3551  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3551
 AW3551.The horizontal coordinates were scaled from a topographic map and have
 AW3551.an estimated accuracy of +/- 6 seconds.
 AW3551
 AW3551.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3551.The vertical order pertains to the NGVD 29 superseded value.
 AW3551
 AW3551.The geoid height was determined by GEOID03.
 AW3551
 AW3551;                    North         East    Units  Estimated Accuracy
 AW3551;SPC TXSC     - 4,218,470.      977,320.      MT  (+/- 180 meters Scaled)
 AW3551
 AW3551                          SUPERSEDED SURVEY CONTROL
 AW3551
 AW3551  NGVD 29 (??/??/92)    2.817  (m)            9.24   (f) ADJ UNCH    1 2
 AW3551
 AW3551.Superseded values are not recommended for survey control.
 AW3551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3551.See file dsdata.txt to determine how the superseded data were derived.
 AW3551
 AW3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN971926(NAD 83)
 AW3551_MARKER: DD = SURVEY DISK
 AW3551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3551_STAMPING: 560+00 455
 AW3551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3551+STABILITY: SURFACE MOTION
 AW3551
 AW3551  HISTORY     - Date     Condition        Report By
 AW3551  HISTORY     - UNK      MONUMENTED       USE
 AW3551  HISTORY     - 1959     GOOD             NGS
 AW3551  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3551
 AW3551                          STATION DESCRIPTION
 AW3551
 AW3551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3551'1.8 MI SW FROM LYNCHBURG.
 AW3551'ABOUT 1.8 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3551'FERRY LANDING AT LYNCHBURG, ON THE SOUTHEAST BANK OF THE SHIP CHANNEL,
 AW3551'213 FEET NORTHEAST OF A 12-INCH, 3 FORKED TREE, 12 FEET SOUTHEAST OF
 AW3551'THE HIGH WATER LINE, 2 1/2 FEET NORTH OF A 2 X 4-INCH POST, AND IN THE
 AW3551'TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND. NOTE--
 AW3551'BELIEVED TO HAVE BEEN WASHED OUT PRIOR TO THE CONSTRUCTION OF SOME
 AW3551'DOCKS AT THE DESCRIBED LOCATION.
 AW3551
 AW3551                          STATION RECOVERY (1964)
 AW3551
 AW3551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1016 ***********************************************************************
 CR1016  DESIGNATION -  561 USGS
 CR1016  PID         -  CR1016
 CR1016  STATE/COUNTY-  TX/HUNT
 CR1016  USGS QUAD   -  LONE OAK SOUTH (1980)
 CR1016
 CR1016                         *CURRENT SURVEY CONTROL
 CR1016  ___________________________________________________________________
 CR1016* NAD 83(1986)-  32 59 47.     (N)    095 56 24.     (W)     SCALED    
 CR1016* NAVD 88     -       170.988  (meters)     560.98   (feet)  ADJUSTED  
 CR1016  ___________________________________________________________________
 CR1016  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CR1016  DYNAMIC HT  -         170.800 (meters)     560.37  (feet)  COMP
 CR1016  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 CR1016
 CR1016  VERT ORDER  -  FIRST     CLASS II
 CR1016
 CR1016.The horizontal coordinates were scaled from a topographic map and have
 CR1016.an estimated accuracy of +/- 6 seconds.
 CR1016
 CR1016.The orthometric height was determined by differential leveling
 CR1016.and adjusted by the National Geodetic Survey in June 1991..
 CR1016
 CR1016.The geoid height was determined by GEOID03.
 CR1016
 CR1016.The dynamic height is computed by dividing the NAVD 88
 CR1016.geopotential number by the normal gravity value computed on the
 CR1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1016.degrees latitude (g = 980.6199 gals.).
 CR1016
 CR1016.The modeled gravity was interpolated from observed gravity values.
 CR1016
 CR1016;                    North         East    Units  Estimated Accuracy
 CR1016;SPC TXNC     - 2,150,370.      839,200.      MT  (+/- 180 meters Scaled)
 CR1016
 CR1016                          SUPERSEDED SURVEY CONTROL
 CR1016
 CR1016  NGVD 29 (??/??/92)  170.986  (m)          560.98   (f) ADJ UNCH    1 2
 CR1016
 CR1016.Superseded values are not recommended for survey control.
 CR1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1016.See file dsdata.txt to determine how the superseded data were derived.
 CR1016
 CR1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS252547(NAD 83)
 CR1016_MARKER: P = PIPE CAP
 CR1016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR1016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR1016_STAMPING: 561.026
 CR1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR1016
 CR1016  HISTORY     - Date     Condition        Report By
 CR1016  HISTORY     - UNK      MONUMENTED       USGS
 CR1016  HISTORY     - 1959     GOOD             NGS
 CR1016
 CR1016                          STATION DESCRIPTION
 CR1016
 CR1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR1016'IN LONE OAK.
 CR1016'AT LONE OAK, 45 FEET NORTH OF THE CENTER LINE AT A SHARP CURVE IN U.
 CR1016'S. HIGHWAY 69, 28 FEET NORTHWEST OF THE CENTER LINE OF FARM ROAD 1567,
 CR1016'1 1/2 FEET NORTHEAST OF THE EAST CORNER OF THE POST OFFICE, AND ON THE
 CR1016'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0761 ***********************************************************************
 BZ0761  DESIGNATION -  563.5 USGS
 BZ0761  PID         -  BZ0761
 BZ0761  STATE/COUNTY-  TX/HILL
 BZ0761  USGS QUAD   -  WHITNEY (1979)
 BZ0761
 BZ0761                         *CURRENT SURVEY CONTROL
 BZ0761  ___________________________________________________________________
 BZ0761* NAD 83(1986)-  31 56 55.     (N)    097 20 20.     (W)     SCALED    
 BZ0761* NAVD 88     -       171.788  (meters)     563.61   (feet)  ADJUSTED  
 BZ0761  ___________________________________________________________________
 BZ0761  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BZ0761  DYNAMIC HT  -         171.576 (meters)     562.91  (feet)  COMP
 BZ0761  MODELED GRAV-     979,400.8   (mgal)                       NAVD 88
 BZ0761
 BZ0761  VERT ORDER  -  SECOND    CLASS 0
 BZ0761
 BZ0761.The horizontal coordinates were scaled from a topographic map and have
 BZ0761.an estimated accuracy of +/- 6 seconds.
 BZ0761
 BZ0761.The orthometric height was determined by differential leveling
 BZ0761.and adjusted by the National Geodetic Survey in June 1991..
 BZ0761
 BZ0761.The geoid height was determined by GEOID03.
 BZ0761
 BZ0761.The dynamic height is computed by dividing the NAVD 88
 BZ0761.geopotential number by the normal gravity value computed on the
 BZ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0761.degrees latitude (g = 980.6199 gals.).
 BZ0761
 BZ0761.The modeled gravity was interpolated from observed gravity values.
 BZ0761
 BZ0761;                    North         East    Units  Estimated Accuracy
 BZ0761;SPC TXNC     - 2,031,870.      709,780.      MT  (+/- 180 meters Scaled)
 BZ0761
 BZ0761                          SUPERSEDED SURVEY CONTROL
 BZ0761
 BZ0761  NGVD 29 (??/??/92)  171.752  (m)          563.49   (f) ADJ UNCH    2 0
 BZ0761
 BZ0761.Superseded values are not recommended for survey control.
 BZ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0761.See file dsdata.txt to determine how the superseded data were derived.
 BZ0761
 BZ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA569359(NAD 83)
 BZ0761_MARKER: DD = SURVEY DISK
 BZ0761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0761_SP_SET: ABUTMENT
 BZ0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0761
 BZ0761  HISTORY     - Date     Condition        Report By
 BZ0761  HISTORY     - UNK      MONUMENTED       USGS
 BZ0761  HISTORY     - 1933     GOOD             NGS
 BZ0761  HISTORY     - 1951     MARK NOT FOUND   NGS
 BZ0761  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ0761
 BZ0761                          STATION DESCRIPTION
 BZ0761
 BZ0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0761'1.0 MI W FROM WHITNEY.
 BZ0761'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, 300 FEET EAST OF MILEPOST
 BZ0761'35, IN NORTH END OF EAST ABUTMENT OF BRIDGE 34.9.
 BZ0761
 BZ0761                          STATION RECOVERY (1951)
 BZ0761
 BZ0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 BZ0761'MARK NOT FOUND.
 BZ0761
 BZ0761                          STATION RECOVERY (1999)
 BZ0761
 BZ0761'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0984 ***********************************************************************
 AW0984  DESIGNATION -  5658 0403 C OF H
 AW0984  PID         -  AW0984
 AW0984  STATE/COUNTY-  TX/HARRIS
 AW0984  USGS QUAD   -  SETTEGAST (1995)
 AW0984
 AW0984                         *CURRENT SURVEY CONTROL
 AW0984  ___________________________________________________________________
 AW0984* NAD 83(1986)-  29 46 15.     (N)    095 16 32.     (W)     SCALED    
 AW0984* NAVD 88     -        11.13   (+/-2cm)      36.5    (feet)  VERTCON   
 AW0984  ___________________________________________________________________
 AW0984  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW0984
 AW0984  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0984
 AW0984.The horizontal coordinates were scaled from a topographic map and have
 AW0984.an estimated accuracy of +/- 6 seconds.
 AW0984
 AW0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0984.The vertical order pertains to the NGVD 29 superseded value.
 AW0984
 AW0984.The geoid height was determined by GEOID03.
 AW0984
 AW0984;                    North         East    Units  Estimated Accuracy
 AW0984;SPC TXSC     - 4,220,460.      960,080.      MT  (+/- 180 meters Scaled)
 AW0984
 AW0984                          SUPERSEDED SURVEY CONTROL
 AW0984
 AW0984  NGVD 29 (??/??/92)   11.127  (m)           36.51   (f) ADJ UNCH    2 0
 AW0984
 AW0984.Superseded values are not recommended for survey control.
 AW0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0984.See file dsdata.txt to determine how the superseded data were derived.
 AW0984
 AW0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN799955(NAD 83)
 AW0984_MARKER: DD = SURVEY DISK
 AW0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0984_STAMPING: 5658 0403
 AW0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0984+STABILITY: SURFACE MOTION
 AW0984
 AW0984  HISTORY     - Date     Condition        Report By
 AW0984  HISTORY     - UNK      MONUMENTED       TX3280
 AW0984  HISTORY     - 1973     GOOD             NGS
 AW0984  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0984  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0984
 AW0984                          STATION DESCRIPTION
 AW0984
 AW0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0984'1.75 MI W FROM JACINTO CITY.
 AW0984'ABOUT 1.75 MILES WEST ALONG MARKET ST. FROM THE MUNICIPAL BUILDING AT
 AW0984'JACINTO CITY, ABOUT 142 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AW0984'DANDY SHACK DRIVE-IN, 54.4 FEET EAST-NORTHEAST OF A FIRE HYDRANT, 27.8
 AW0984'FEET NORTH OF TELEPHONE POLE 8500, 21.5 FEET SOUTH OF THE CENTER LINE
 AW0984'OF THE SOUTH LANE OF MARKET STREET RD., AND SET IN THE TOP OF A
 AW0984'CONCRETE POST 6 INCHES BELOW THE SURFACE OF THE GROUND.
 AW0984
 AW0984                          STATION RECOVERY (1978)
 AW0984
 AW0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0984'NOT RECOVERED.  NOTE=MEASUREMENTS SHOW THIS MARK NOW TO BE UNDER
 AW0984'PAVEMENT OF THE STREET.
 AW0984
 AW0984                          STATION RECOVERY (1988)
 AW0984
 AW0984'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0983 ***********************************************************************
 AW0983  DESIGNATION -  5658 1202 C OF H
 AW0983  PID         -  AW0983
 AW0983  STATE/COUNTY-  TX/HARRIS
 AW0983  USGS QUAD   -  SETTEGAST (1995)
 AW0983
 AW0983                         *CURRENT SURVEY CONTROL
 AW0983  ___________________________________________________________________
 AW0983* NAD 83(1986)-  29 46 06.     (N)    095 15 22.     (W)     SCALED    
 AW0983* NAVD 88     -        10.23   (+/-2cm)      33.6    (feet)  VERTCON   
 AW0983  ___________________________________________________________________
 AW0983  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW0983
 AW0983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0983
 AW0983.The horizontal coordinates were scaled from a topographic map and have
 AW0983.an estimated accuracy of +/- 6 seconds.
 AW0983
 AW0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0983.The vertical order pertains to the NGVD 29 superseded value.
 AW0983
 AW0983.The geoid height was determined by GEOID03.
 AW0983
 AW0983;                    North         East    Units  Estimated Accuracy
 AW0983;SPC TXSC     - 4,220,250.      961,970.      MT  (+/- 180 meters Scaled)
 AW0983
 AW0983                          SUPERSEDED SURVEY CONTROL
 AW0983
 AW0983  NGVD 29 (??/??/92)   10.231  (m)           33.57   (f) ADJ UNCH    2 0
 AW0983
 AW0983.Superseded values are not recommended for survey control.
 AW0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0983.See file dsdata.txt to determine how the superseded data were derived.
 AW0983
 AW0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN818952(NAD 83)
 AW0983_MARKER: DD = SURVEY DISK
 AW0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0983_STAMPING: 5658 1202
 AW0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0983+STABILITY: SURFACE MOTION
 AW0983
 AW0983  HISTORY     - Date     Condition        Report By
 AW0983  HISTORY     - UNK      MONUMENTED       TX3280
 AW0983  HISTORY     - 1973     GOOD             NGS
 AW0983  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0983  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0983
 AW0983                          STATION DESCRIPTION
 AW0983
 AW0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0983'0.55 MI W FROM JACINTO CITY.
 AW0983'ABOUT 0.55 MILE WEST ALONG MARKET ST. RD. FROM THE MUNICIPAL BUILDING
 AW0983'AT JACINTO CITY, ABOUT 95 FEET WEST OF THE CENTER LINE OF FIDELITY ST.
 AW0983'LEADING NORTH,  9 FEET WEST OF THE EXTENDED CENTER LINE OF FIDELITY
 AW0983'ST. LEADING SOUTH, 26 FEET NORTH OF THE CENTER LINE OF THE NORTH LANE
 AW0983'OF MARKET ST. RD., 4.4 FEET SOUTHEAST OF A STEEL POLE SUPPORTING
 AW0983'SIGNAL LIGHTS, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 AW0983'IN THE TOP OF A CONCRETE POST 6 INCHES BELOW THE LEVEL OF THE GROUND.
 AW0983
 AW0983                          STATION RECOVERY (1978)
 AW0983
 AW0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0983'NOT RECOVERED.
 AW0983
 AW0983                          STATION RECOVERY (1988)
 AW0983
 AW0983'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1780 ***********************************************************************
 CS1780  DESIGNATION -  5661 C OF FW
 CS1780  PID         -  CS1780
 CS1780  STATE/COUNTY-  TX/TARRANT
 CS1780  USGS QUAD   -  HALTOM CITY (1981)
 CS1780
 CS1780                         *CURRENT SURVEY CONTROL
 CS1780  ___________________________________________________________________
 CS1780* NAD 83(1986)-  32 46 15.     (N)    097 21 13.     (W)     SCALED    
 CS1780* NAVD 88     -       176.106  (meters)     577.77   (feet)  ADJUSTED  
 CS1780  ___________________________________________________________________
 CS1780  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1780  DYNAMIC HT  -         175.900 (meters)     577.10  (feet)  COMP
 CS1780  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 CS1780
 CS1780  VERT ORDER  -  FIRST     CLASS II
 CS1780
 CS1780.The horizontal coordinates were scaled from a topographic map and have
 CS1780.an estimated accuracy of +/- 6 seconds.
 CS1780
 CS1780.The orthometric height was determined by differential leveling
 CS1780.and adjusted by the National Geodetic Survey in June 1991..
 CS1780
 CS1780.The geoid height was determined by GEOID03.
 CS1780
 CS1780.The dynamic height is computed by dividing the NAVD 88
 CS1780.geopotential number by the normal gravity value computed on the
 CS1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1780.degrees latitude (g = 980.6199 gals.).
 CS1780
 CS1780.The modeled gravity was interpolated from observed gravity values.
 CS1780
 CS1780;                    North         East    Units  Estimated Accuracy
 CS1780;SPC TXNC     - 2,123,030.      707,400.      MT  (+/- 180 meters Scaled)
 CS1780
 CS1780                          SUPERSEDED SURVEY CONTROL
 CS1780
 CS1780  NGVD 29 (??/??/??)  176.12   (m)          577.8    (f) RESET       3  
 CS1780
 CS1780.Superseded values are not recommended for survey control.
 CS1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1780.See file dsdata.txt to determine how the superseded data were derived.
 CS1780
 CS1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB542270(NAD 83)
 CS1780_MARKER: DD = SURVEY DISK
 CS1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1780_STAMPING: 5661 CITY MONUMENT
 CS1780_MARK LOGO: TX2450
 CS1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1780+STABILITY: SURFACE MOTION
 CS1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1780+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002
 CS1780
 CS1780  HISTORY     - Date     Condition        Report By
 CS1780  HISTORY     - UNK      MONUMENTED       TX2450
 CS1780  HISTORY     - 1958     GOOD             NGS
 CS1780  HISTORY     - 1984     GOOD             NGS
 CS1780  HISTORY     - 19970301 GOOD             USPSQD
 CS1780  HISTORY     - 20021206 GOOD             GEOCAC
 CS1780
 CS1780                          STATION DESCRIPTION
 CS1780
 CS1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1780'IN FORT WORTH.
 CS1780'ABOUT 1 1/2 MILES NORTHWEST OF THE COUNTY COURT HOUSE, IN FORT WORTH,
 CS1780'IN THE NORTHWEST POINT OF THE INTERSECTION OF NORTHWEST 12TH STREET
 CS1780'AND LAGONDA AVE., IN THE SOUTHEAST CORNER OF THE YARD AT 1301 LAGONDA,
 CS1780'16.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 34.1 FEET
 CS1780'SOUTHEAST OF THE NORTHEAST CORNER.  IT IS 3 FEET NORTH OF THE NORTH
 CS1780'CURB LINE OF 12TH STREET, 3 FEET NORTHWEST OF A POWER POLE AND 10 FEET
 CS1780'SOUTH WEST OF A 20 INCH DIAMETER OAK TREE.  A STANDARD CITY OF FORT
 CS1780'WORTH IRON DISK STAMPED 5661 CITY MONUMENT IN THE TOP OF A CONCRETE
 CS1780'POST WHICH IS ABOUT 3 INCHES BELOW THE SURFACE OF THE LAWN.
 CS1780
 CS1780                          STATION RECOVERY (1984)
 CS1780
 CS1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1780'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 CS1780'CHANGE NORTHWEST 12TH STREET TO WEST NORTHSIDE DRIVE.  ALSO THE 1958
 CS1780'DESCRIPTION STATES THAT THE DISK IS STAMPED 5661 CITY MONUMENT, BUT IS
 CS1780'STAMPED ONLY 5661.
 CS1780
 CS1780                          STATION RECOVERY (1997)
 CS1780
 CS1780'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1780'RECOVERED IN GOOD CONDITION.
 CS1780
 CS1780                          STATION RECOVERY (2002)
 CS1780
 CS1780'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0354 ***********************************************************************
 DP0354  DESIGNATION -  5698+30
 DP0354  PID         -  DP0354
 DP0354  STATE/COUNTY-  TX/LUBBOCK
 DP0354  USGS QUAD   -  IDALOU (1975)
 DP0354
 DP0354                         *CURRENT SURVEY CONTROL
 DP0354  ___________________________________________________________________
 DP0354* NAD 83(1986)-  33 42 57.     (N)    101 41 26.     (W)     SCALED    
 DP0354* NAVD 88     -       982.655  (meters)    3223.93   (feet)  POSTED    
 DP0354  ___________________________________________________________________
 DP0354  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 DP0354  DYNAMIC HT  -         981.390 (meters)    3219.78  (feet)  COMP
 DP0354  MODELED GRAV-     979,318.1   (mgal)                       NAVD 88
 DP0354
 DP0354  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DP0354
 DP0354.The horizontal coordinates were scaled from a topographic map and have
 DP0354.an estimated accuracy of +/- 6 seconds.
 DP0354
 DP0354.The orthometric height was determined by differential leveling
 DP0354.and adjusted by the National Geodetic Survey in 1992..
 DP0354.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DP0354.rate of 0.0 thru 1.0 mm/km.
 DP0354
 DP0354.The geoid height was determined by GEOID03.
 DP0354
 DP0354.The dynamic height is computed by dividing the NAVD 88
 DP0354.geopotential number by the normal gravity value computed on the
 DP0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0354.degrees latitude (g = 980.6199 gals.).
 DP0354
 DP0354.The modeled gravity was interpolated from observed gravity values.
 DP0354
 DP0354;                    North         East    Units  Estimated Accuracy
 DP0354;SPC TXNC     - 2,231,730.      304,330.      MT  (+/- 180 meters Scaled)
 DP0354
 DP0354                          SUPERSEDED SURVEY CONTROL
 DP0354
 DP0354  NGVD 29 (??/??/92)  982.277  (m)         3222.69   (f) ADJ UNCH    1 2
 DP0354
 DP0354.Superseded values are not recommended for survey control.
 DP0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0354.See file dsdata.txt to determine how the superseded data were derived.
 DP0354
 DP0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC506339(NAD 83)
 DP0354_MARKER: Z = SEE DESCRIPTION
 DP0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0354_SP_SET: CONCRETE FILLED PIPE
 DP0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0354
 DP0354  HISTORY     - Date     Condition        Report By
 DP0354  HISTORY     - UNK      MONUMENTED       BNRR
 DP0354  HISTORY     - 1933     GOOD             NGS
 DP0354
 DP0354                          STATION DESCRIPTION
 DP0354
 DP0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DP0354'15.5 MI NE FROM LUBBOCK.
 DP0354'15.5 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0354'THE STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 65 YARDS NORTHEAST OF
 DP0354'MILEPOST L 345, AT STATION 5698+30 (MILEAGE 344.97), ABOUT 40 FEET
 DP0354'EAST OF THE TRACK, AND ABOUT 25 FEET SOUTHWEST OF A CORNER OF THE
 DP0354'RIGHT-OF-WAY FENCE.  THE TOP OF A CONCRETE-FILLED PIPE PROJECTING
 DP0354'ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0419 ***********************************************************************
 AY0419  DESIGNATION -  570
 AY0419  PID         -  AY0419
 AY0419  STATE/COUNTY-  TX/BEXAR
 AY0419  USGS QUAD   -  SOUTHTON (1992)
 AY0419
 AY0419                         *CURRENT SURVEY CONTROL
 AY0419  ___________________________________________________________________
 AY0419* NAD 83(1986)-  29 19 00.     (N)    098 24 10.     (W)     SCALED    
 AY0419* NAVD 88     -       171.648  (meters)     563.15   (feet)  ADJUSTED  
 AY0419  ___________________________________________________________________
 AY0419  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AY0419  DYNAMIC HT  -         171.399 (meters)     562.33  (feet)  COMP
 AY0419  MODELED GRAV-     979,192.2   (mgal)                       NAVD 88
 AY0419
 AY0419  VERT ORDER  -  FIRST     CLASS II
 AY0419
 AY0419.The horizontal coordinates were scaled from a topographic map and have
 AY0419.an estimated accuracy of +/- 6 seconds.
 AY0419
 AY0419.The orthometric height was determined by differential leveling
 AY0419.and adjusted by the National Geodetic Survey in June 1991..
 AY0419
 AY0419.The geoid height was determined by GEOID03.
 AY0419
 AY0419.The dynamic height is computed by dividing the NAVD 88
 AY0419.geopotential number by the normal gravity value computed on the
 AY0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0419.degrees latitude (g = 980.6199 gals.).
 AY0419
 AY0419.The modeled gravity was interpolated from observed gravity values.
 AY0419
 AY0419;                    North         East    Units  Estimated Accuracy
 AY0419;SPC TXSC     - 4,164,540.      658,010.      MT  (+/- 180 meters Scaled)
 AY0419
 AY0419                          SUPERSEDED SURVEY CONTROL
 AY0419
 AY0419  NGVD 29 (??/??/92)  171.557  (m)          562.85   (f) ADJ UNCH    1 2
 AY0419
 AY0419.Superseded values are not recommended for survey control.
 AY0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0419.See file dsdata.txt to determine how the superseded data were derived.
 AY0419
 AY0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT579432(NAD 83)
 AY0419_MARKER: P = PIPE CAP
 AY0419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0419_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0419_STAMPING: 570
 AY0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0419
 AY0419  HISTORY     - Date     Condition        Report By
 AY0419  HISTORY     - UNK      MONUMENTED       USGS
 AY0419  HISTORY     - 1953     GOOD             NGS
 AY0419  HISTORY     - 19990412 MARK NOT FOUND   USPSQD
 AY0419
 AY0419                          STATION DESCRIPTION
 AY0419
 AY0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0419'IN SAN ANTONIO.
 AY0419'AT SAN ANTONIO, 0.1 MILE SOUTH OF HIGHLAND SCHOOL, 266 FEET SOUTHEAST
 AY0419'OF THE INTERSECTION OF CORPUS CHRISTI ROAD AND W.W. WHITE ROAD, 67
 AY0419'FEET WEST OF THE WEST CORNER OF A RED AND WHITE FOOD STORE, 32 FEET
 AY0419'SOUTHWEST OF THE CENTER LINE OF CORPUS CHRISTI ROAD, 1.8 FEET
 AY0419'NORTHEAST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, RIVETED ON
 AY0419'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE
 AY0419'GROUND.
 AY0419
 AY0419                          STATION RECOVERY (1999)
 AY0419
 AY0419'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3554 ***********************************************************************
 AW3554  DESIGNATION -  572+00 405
 AW3554  PID         -  AW3554
 AW3554  STATE/COUNTY-  TX/HARRIS
 AW3554  USGS QUAD   -  LA PORTE (1982)
 AW3554
 AW3554                         *CURRENT SURVEY CONTROL
 AW3554  ___________________________________________________________________
 AW3554* NAD 83(1986)-  29 44 44.     (N)    095 06 00.     (W)     SCALED    
 AW3554* NAVD 88     -         4.06   (+/-2cm)      13.3    (feet)  VERTCON   
 AW3554  ___________________________________________________________________
 AW3554  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3554
 AW3554  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3554
 AW3554.The horizontal coordinates were scaled from a topographic map and have
 AW3554.an estimated accuracy of +/- 6 seconds.
 AW3554
 AW3554.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3554.The vertical order pertains to the NGVD 29 superseded value.
 AW3554
 AW3554.The geoid height was determined by GEOID03.
 AW3554
 AW3554;                    North         East    Units  Estimated Accuracy
 AW3554;SPC TXSC     - 4,218,220.      977,140.      MT  (+/- 180 meters Scaled)
 AW3554
 AW3554                          SUPERSEDED SURVEY CONTROL
 AW3554
 AW3554  NGVD 29 (??/??/92)    4.054  (m)           13.30   (f) ADJ UNCH    1 2
 AW3554
 AW3554.Superseded values are not recommended for survey control.
 AW3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3554.See file dsdata.txt to determine how the superseded data were derived.
 AW3554
 AW3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN969924(NAD 83)
 AW3554_MARKER: DD = SURVEY DISK
 AW3554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3554_STAMPING: 572+00 405
 AW3554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3554+STABILITY: SURFACE MOTION
 AW3554
 AW3554  HISTORY     - Date     Condition        Report By
 AW3554  HISTORY     - UNK      MONUMENTED       USE
 AW3554  HISTORY     - 1959     GOOD             NGS
 AW3554  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3554
 AW3554                          STATION DESCRIPTION
 AW3554
 AW3554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3554'2.0 MI SE FROM LYNCHBURG.
 AW3554'ABOUT 2.0 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3554'FERRY LANDING AT LYNCHBURG, ON THE SOUTHEAST BANK OF THE SHIP CHANNEL,
 AW3554'ABOUT 0.1 MILE NORTHEAST OF THE MOUTH OF TUCKER BAYOU, ON THE CREST OF
 AW3554'A SMALL CLAY RIDGE, 30 FEET SOUTHEAST OF THE HIGH WATER LINE, 193 FEET
 AW3554'EAST OF BENCH MARK M 1138 1958, 2 1/2 FEET SOUTHEAST OF A 3 X 4-INCH
 AW3554'POST, AND IN THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH
 AW3554'THE GROUND.  NOTE-- BELIEVED TO HAVE BEEN WASHED OUT OR DESTROYED
 AW3554'PRIOR TO CONSTRUCTION OF SOME NEW DOCKS.
 AW3554
 AW3554                          STATION RECOVERY (1964)
 AW3554
 AW3554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0488 ***********************************************************************
 AO0488  DESIGNATION -  572.8
 AO0488  PID         -  AO0488
 AO0488  STATE/COUNTY-  TX/DIMMIT
 AO0488  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0488
 AO0488                         *CURRENT SURVEY CONTROL
 AO0488  ___________________________________________________________________
 AO0488* NAD 83(1986)-  28 37 37.     (N)    099 50 51.     (W)     SCALED    
 AO0488* NAVD 88     -       174.668  (meters)     573.06   (feet)  POSTED    
 AO0488  ___________________________________________________________________
 AO0488  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AO0488  DYNAMIC HT  -         174.410 (meters)     572.21  (feet)  COMP
 AO0488  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 AO0488
 AO0488  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AO0488
 AO0488.The horizontal coordinates were scaled from a topographic map and have
 AO0488.an estimated accuracy of +/- 6 seconds.
 AO0488
 AO0488.The orthometric height was determined by differential leveling
 AO0488.and adjusted by the National Geodetic Survey in 1992..
 AO0488.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AO0488.rate of 4.1 thru 8.0 mm/km.
 AO0488
 AO0488.The geoid height was determined by GEOID03.
 AO0488
 AO0488.The dynamic height is computed by dividing the NAVD 88
 AO0488.geopotential number by the normal gravity value computed on the
 AO0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0488.degrees latitude (g = 980.6199 gals.).
 AO0488
 AO0488.The modeled gravity was interpolated from observed gravity values.
 AO0488
 AO0488;                    North         East    Units  Estimated Accuracy
 AO0488;SPC TXSC     - 4,088,260.      517,130.      MT  (+/- 180 meters Scaled)
 AO0488
 AO0488                          SUPERSEDED SURVEY CONTROL
 AO0488
 AO0488  NGVD 29 (??/??/92)  174.608  (m)          572.86   (f) ADJ UNCH    2 0
 AO0488
 AO0488.Superseded values are not recommended for survey control.
 AO0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0488.See file dsdata.txt to determine how the superseded data were derived.
 AO0488
 AO0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS171669(NAD 83)
 AO0488_MARKER: N = NAIL
 AO0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0488_SP_SET: TREE
 AO0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0488
 AO0488  HISTORY     - Date     Condition        Report By
 AO0488  HISTORY     - UNK      MONUMENTED       CGS
 AO0488  HISTORY     - 1934     GOOD             NGS
 AO0488
 AO0488                          STATION DESCRIPTION
 AO0488
 AO0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0488'0.8 MI NE FROM WINTER HAVEN.
 AO0488'ABOUT 0.8 MILE NE OF, AND ALONG THE S. A. U. AND G. R. R. IN NE CORNER
 AO0488'OF CROSS ROADS IN ROOT ON S SIDE OF LONE MESQUITE TREE. COPPER NAIL
 AO0488'WITH WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0911 ***********************************************************************
 AW0911  DESIGNATION -  5758 0302
 AW0911  PID         -  AW0911
 AW0911  STATE/COUNTY-  TX/HARRIS
 AW0911  USGS QUAD   -  JACINTO CITY (1982)
 AW0911
 AW0911                         *CURRENT SURVEY CONTROL
 AW0911  ___________________________________________________________________
 AW0911* NAD 83(1986)-  29 46 02.     (N)    095 14 22.     (W)     SCALED    
 AW0911* NAVD 88     -         8.950  (meters)      29.36   (feet)  ADJUSTED  
 AW0911  ___________________________________________________________________
 AW0911  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0911  DYNAMIC HT  -           8.937 (meters)      29.32  (feet)  COMP
 AW0911  MODELED GRAV-     979,287.9   (mgal)                       NAVD 88
 AW0911
 AW0911  VERT ORDER  -  FIRST     CLASS II
 AW0911
 AW0911.The horizontal coordinates were scaled from a topographic map and have
 AW0911.an estimated accuracy of +/- 6 seconds.
 AW0911
 AW0911.The orthometric height was determined by differential leveling
 AW0911.and adjusted by the National Geodetic Survey in June 1991..
 AW0911
 AW0911.The geoid height was determined by GEOID03.
 AW0911
 AW0911.The dynamic height is computed by dividing the NAVD 88
 AW0911.geopotential number by the normal gravity value computed on the
 AW0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0911.degrees latitude (g = 980.6199 gals.).
 AW0911
 AW0911.The modeled gravity was interpolated from observed gravity values.
 AW0911
 AW0911;                    North         East    Units  Estimated Accuracy
 AW0911;SPC TXSC     - 4,220,170.      963,580.      MT  (+/- 180 meters Scaled)
 AW0911
 AW0911                          SUPERSEDED SURVEY CONTROL
 AW0911
 AW0911  NGVD 29 (12/23/87)    8.947  (m)           29.35   (f) ADJUSTED    1 2
 AW0911
 AW0911.Superseded values are not recommended for survey control.
 AW0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0911.See file dsdata.txt to determine how the superseded data were derived.
 AW0911
 AW0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN834950(NAD 83)
 AW0911_MARKER: DD = SURVEY DISK
 AW0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0911_SP_SET: CONCRETE POST
 AW0911_STAMPING: 5758 0302
 AW0911_MARK LOGO: TX3280
 AW0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0911+STABILITY: SURFACE MOTION
 AW0911
 AW0911  HISTORY     - Date     Condition        Report By
 AW0911  HISTORY     - UNK      MONUMENTED       TX3280
 AW0911  HISTORY     - 1973     GOOD             NGS
 AW0911  HISTORY     - 1978     GOOD             NGS
 AW0911  HISTORY     - 1986     GOOD             NGS
 AW0911  HISTORY     - 1988     GOOD             USPSQD
 AW0911  HISTORY     - 1989     GOOD             USPSQD
 AW0911  HISTORY     - 19981017 GOOD             USPSQD
 AW0911  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW0911
 AW0911                          STATION DESCRIPTION
 AW0911
 AW0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0911'0.45 MI E FROM JACINTO CITY.
 AW0911'ABOUT 0.45 MILE EAST ALONG MARKET ST. FROM THE MUNICIPAL BUILDING AT
 AW0911'JACINTO CITY, ABOUT 103 1/2 FEET SOUTH OF AND ACROSS FROM THE
 AW0911'MISSOURI-PACIFIC RAILROAD FROM THE CENTER OF THE LINE OF THE SOUTH
 AW0911'LANE OF MARKET ST., 24 FEET SOUTHWEST OF THE CENTER OF A CROSSING OF
 AW0911'THE RAILROAD AND KIRBY ST., 16 FEET WEST OF THE CENTER LINE OF KIRBY
 AW0911'ST., 15 FEET SOUTH OF THE SOUTH RAIL, 17.3 FEET SOUTHEAST OF A SWITCH
 AW0911'STAND, ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP
 AW0911'OF A CONCRETE POST 8 INCHES BELOW THE SURFACE OF THE GROUND.
 AW0911
 AW0911                          STATION RECOVERY (1978)
 AW0911
 AW0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0911'RECOVERED IN GOOD CONDITION.
 AW0911
 AW0911                          STATION RECOVERY (1986)
 AW0911
 AW0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0911'RECOVERED IN GOOD CONDITION.
 AW0911
 AW0911                          STATION RECOVERY (1988)
 AW0911
 AW0911'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW0911'RECOVERED IN GOOD CONDITION.
 AW0911
 AW0911                          STATION RECOVERY (1989)
 AW0911
 AW0911'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0911'RECOVERED IN GOOD CONDITION.
 AW0911
 AW0911                          STATION RECOVERY (1998)
 AW0911
 AW0911'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0911'RECOVERED IN GOOD CONDITION.
 AW0911
 AW0911                          STATION RECOVERY (1999)
 AW0911
 AW0911'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6326 ***********************************************************************
 AW6326  DESIGNATION -  576 54.80 405R USE 1948
 AW6326  PID         -  AW6326
 AW6326  STATE/COUNTY-  TX/HARRIS
 AW6326  USGS QUAD   -  LA PORTE (1982)
 AW6326
 AW6326                         *CURRENT SURVEY CONTROL
 AW6326  ___________________________________________________________________
 AW6326* NAD 83(1993)-  29 44 42.01739(N)    095 06 04.50911(W)     ADJUSTED  
 AW6326* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6326  ___________________________________________________________________
 AW6326  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6326  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6326
 AW6326  HORZ ORDER  -  THIRD
 AW6326
 AW6326.The horizontal coordinates were established by classical geodetic methods
 AW6326.and adjusted by the National Geodetic Survey in February 1996..
 AW6326
 AW6326.The orthometric height was scaled from a topographic map.
 AW6326
 AW6326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6326
 AW6326.The geoid height was determined by GEOID03.
 AW6326
 AW6326;                    North         East     Units Scale Factor Converg.
 AW6326;SPC TXSC     - 4,218,150.228   977,021.844   MT  0.99988877   +1 54 36.2
 AW6326;SPC TXSC     -13,839,047.87  3,205,445.83   sFT  0.99988877   +1 54 36.2
 AW6326;UTM  15      - 3,292,379.545   296,799.651   MT  1.00010948   -1 02 34.3
 AW6326
 AW6326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6326!SPC TXSC     -   1.00000411  x   0.99988877  =   0.99989288
 AW6326!UTM  15      -   1.00000411  x   1.00010948  =   1.00011359
 AW6326
 AW6326:                Primary Azimuth Mark                     Grid Az
 AW6326:SPC TXSC     -  548 00 405L USE 1948                     027 06 36.6
 AW6326:UTM  15      -  548 00 405L USE 1948                     030 03 47.1
 AW6326
 AW6326|---------------------------------------------------------------------|
 AW6326| PID    Reference Object                     Distance      Geod. Az  |
 AW6326|                                                           dddmmss.s |
 AW6326| AW6249 548 00 405L USE 1948                APPROX. 0.9 KM 0290112.8 |
 AW6326| AW6293 577 54.80 455L USE 1948             263.902 METERS 28957     |
 AW6326|---------------------------------------------------------------------|
 AW6326
 AW6326                          SUPERSEDED SURVEY CONTROL
 AW6326
 AW6326  NAD 83(1986)-  29 44 42.03265(N)    095 06 04.49024(W) AD(       ) 3
 AW6326  NAD 27      -  29 44 41.21156(N)    095 06 03.73993(W) AD(       ) 3
 AW6326
 AW6326.Superseded values are not recommended for survey control.
 AW6326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6326.See file dsdata.txt to determine how the superseded data were derived.
 AW6326
 AW6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9680092380(NAD 83)
 AW6326_MARKER: DD = SURVEY DISK
 AW6326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6326+STABILITY: SURFACE MOTION
 AW6326
 AW6326  HISTORY     - Date     Condition        Report By
 AW6326  HISTORY     - 1948     MONUMENTED       USE
 AW6326  HISTORY     - 1955     GOOD             CGS
 AW6326  HISTORY     - 20040510 MARK NOT FOUND   USPSQD
 AW6326  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW6326
 AW6326                          STATION DESCRIPTION
 AW6326
 AW6326'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6326'LOCATED 1.6 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6326'THE SE BANK OF THE HOUSTON SHIP CHANNEL, AT THE INTERSECTION
 AW6326'OF TUCKER BAYOU.  STATION IS APPROXIMATELY 85 FT. NE OF THE
 AW6326'BAYOU BANK, AND 75 FT. E OF THE CHANNEL BANK.
 AW6326'
 AW6326'A U.S.E. DISK, STAMPED 576+54.80 (405) (PT) AND SET IN THE
 AW6326'TOP OF A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6326'
 AW6326'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6326'
 AW6326'THIS IS A TRAVERSE STATION.
 AW6326
 AW6326                          STATION RECOVERY (2004)
 AW6326
 AW6326'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6326'MARK NOT FOUND.
 AW6326
 AW6326                          STATION RECOVERY (2005)
 AW6326
 AW6326'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6326'THIS IS NOW A PARKING LOT FOR TRUCKS. THE OLD FIRE STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0399 ***********************************************************************
 BM0399  DESIGNATION -  576 S A
 BM0399  PID         -  BM0399
 BM0399  STATE/COUNTY-  TX/BASTROP
 BM0399  USGS QUAD   -  ELGIN EAST (1982)
 BM0399
 BM0399                         *CURRENT SURVEY CONTROL
 BM0399  ___________________________________________________________________
 BM0399* NAD 83(1986)-  30 20 51.     (N)    097 22 06.     (W)     SCALED    
 BM0399* NAVD 88     -       173.26   (+/-2cm)     568.4    (feet)  VERTCON   
 BM0399  ___________________________________________________________________
 BM0399  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0399
 BM0399  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0399
 BM0399.The horizontal coordinates were scaled from a topographic map and have
 BM0399.an estimated accuracy of +/- 6 seconds.
 BM0399
 BM0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0399.The vertical order pertains to the NGVD 29 superseded value.
 BM0399
 BM0399.The geoid height was determined by GEOID03.
 BM0399
 BM0399;                    North         East    Units  Estimated Accuracy
 BM0399;SPC TX C     - 3,079,270.      985,030.      MT  (+/- 180 meters Scaled)
 BM0399
 BM0399                          SUPERSEDED SURVEY CONTROL
 BM0399
 BM0399  NGVD 29 (??/??/92)  173.184  (m)          568.19   (f) ADJ UNCH    1 2
 BM0399
 BM0399.Superseded values are not recommended for survey control.
 BM0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0399.See file dsdata.txt to determine how the superseded data were derived.
 BM0399
 BM0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU568584(NAD 83)
 BM0399_MARKER: P = PIPE CAP
 BM0399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0399_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0399_STAMPING: 213 S A 568.122
 BM0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0399
 BM0399  HISTORY     - Date     Condition        Report By
 BM0399  HISTORY     - UNK      MONUMENTED       USGS
 BM0399  HISTORY     - 1953     GOOD             NGS
 BM0399  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0399  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0399
 BM0399                          STATION DESCRIPTION
 BM0399
 BM0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0399'IN ELGIN.
 BM0399'AT ELGIN, 118 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE
 BM0399'MISSOURI-KANSAS-TEXAS RAILROAD AND SOUTHERN PACIFIC RAILROAD, 19 FEET
 BM0399'NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 1
 BM0399'FOOT SOUTHWEST OF A WITNESS POST, RIVETED ON THE TOP OF A 3-1/2 INCH
 BM0399'IRON PIPE WHICH IS FLUSH WITH THE GROUND.
 BM0399
 BM0399                          STATION RECOVERY (1999)
 BM0399
 BM0399'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0399'MARK NOT FOUND.
 BM0399
 BM0399                          STATION RECOVERY (2004)
 BM0399
 BM0399'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 BM0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1162 ***********************************************************************
 AB1162  DESIGNATION -  577
 AB1162  PID         -  AB1162
 AB1162  STATE/COUNTY-  TX/WILLACY
 AB1162  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1162
 AB1162                         *CURRENT SURVEY CONTROL
 AB1162  ___________________________________________________________________
 AB1162* NAD 83(1986)-  26 34 22.     (N)    097 54 03.     (W)     SCALED    
 AB1162* NAVD 88     -        14.242  (meters)      46.73   (feet)  ADJUSTED  
 AB1162  ___________________________________________________________________
 AB1162  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AB1162  DYNAMIC HT  -          14.219 (meters)      46.65  (feet)  COMP
 AB1162  MODELED GRAV-     979,047.8   (mgal)                       NAVD 88
 AB1162
 AB1162  VERT ORDER  -  SECOND    CLASS 0
 AB1162
 AB1162.The horizontal coordinates were scaled from a topographic map and have
 AB1162.an estimated accuracy of +/- 6 seconds.
 AB1162
 AB1162.The orthometric height was determined by differential leveling
 AB1162.and adjusted by the National Geodetic Survey in June 1991..
 AB1162
 AB1162.The geoid height was determined by GEOID03.
 AB1162
 AB1162.The dynamic height is computed by dividing the NAVD 88
 AB1162.geopotential number by the normal gravity value computed on the
 AB1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1162.degrees latitude (g = 980.6199 gals.).
 AB1162
 AB1162.The modeled gravity was interpolated from observed gravity values.
 AB1162
 AB1162;                    North         East    Units  Estimated Accuracy
 AB1162;SPC TX S     - 5,100,530.      359,690.      MT  (+/- 180 meters Scaled)
 AB1162
 AB1162                          SUPERSEDED SURVEY CONTROL
 AB1162
 AB1162  NGVD 29 (??/??/92)   14.328  (m)           47.01   (f) ADJ UNCH    2 0
 AB1162
 AB1162.Superseded values are not recommended for survey control.
 AB1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1162.See file dsdata.txt to determine how the superseded data were derived.
 AB1162
 AB1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ094395(NAD 83)
 AB1162_MARKER: DD = SURVEY DISK
 AB1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1162_STAMPING: 577
 AB1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1162+STABILITY: SURFACE MOTION
 AB1162
 AB1162  HISTORY     - Date     Condition        Report By
 AB1162  HISTORY     - UNK      MONUMENTED       TXGS
 AB1162  HISTORY     - 1942     GOOD             NGS
 AB1162
 AB1162                          STATION DESCRIPTION
 AB1162
 AB1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1162'0.5 MI W FROM LA TORDILLA RANCH.
 AB1162'ABOUT 0.5 MILE WEST ALONG JESUS MARIA ROAD FROM A FENCE CORNER ABOUT
 AB1162'400 FEET SOUTH OF THE RANCH HOUSES AT LA TORDILLA RANCH, WILLACY
 AB1162'COUNTY, 15 FEET NORTH OF THE ROAD, 3 FEET WEST OF A WHITE WOODEN
 AB1162'WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.  A STATE
 AB1162'SURVEY STANDARD DISK, STAMPED 577 AND SET IN THE TOP OF A CONCRETE
 AB1162'POST PROJECTING ABOUT 0.3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6293 ***********************************************************************
 AW6293  DESIGNATION -  577 54.80 455L USE 1948
 AW6293  PID         -  AW6293
 AW6293  STATE/COUNTY-  TX/HARRIS
 AW6293  USGS QUAD   -  LA PORTE (1982)
 AW6293
 AW6293                         *CURRENT SURVEY CONTROL
 AW6293  ___________________________________________________________________
 AW6293* NAD 83(1993)-  29 44 44.94269(N)    095 06 13.74080(W)     ADJUSTED  
 AW6293* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6293  ___________________________________________________________________
 AW6293  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6293  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6293
 AW6293  HORZ ORDER  -  THIRD
 AW6293
 AW6293.The horizontal coordinates were established by classical geodetic methods
 AW6293.and adjusted by the National Geodetic Survey in February 1996..
 AW6293
 AW6293.The orthometric height was scaled from a topographic map.
 AW6293
 AW6293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6293
 AW6293.The geoid height was determined by GEOID03.
 AW6293
 AW6293;                    North         East     Units Scale Factor Converg.
 AW6293;SPC TXSC     - 4,218,231.977   976,770.954   MT  0.99988887   +1 54 31.6
 AW6293;SPC TXSC     -13,839,316.08  3,204,622.70   sFT  0.99988887   +1 54 31.6
 AW6293;UTM  15      - 3,292,474.132   296,553.251   MT  1.00011071   -1 02 39.0
 AW6293
 AW6293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6293!SPC TXSC     -   1.00000427  x   0.99988887  =   0.99989314
 AW6293!UTM  15      -   1.00000427  x   1.00011071  =   1.00011498
 AW6293
 AW6293|---------------------------------------------------------------------|
 AW6293| PID    Reference Object                     Distance      Geod. Az  |
 AW6293|                                                           dddmmss.s |
 AW6293| AW6326 576 54.80 405R USE 1948             263.902 METERS 10957     |
 AW6293| AW6297 600 00 455L USE 1948                APPROX. 0.6 KM 2234805.9 |
 AW6293|---------------------------------------------------------------------|
 AW6293
 AW6293                          SUPERSEDED SURVEY CONTROL
 AW6293
 AW6293  NAD 83(1986)-  29 44 44.95794(N)    095 06 13.72193(W) AD(       ) 3
 AW6293  NAD 27      -  29 44 44.13747(N)    095 06 12.97398(W) AD(       ) 3
 AW6293
 AW6293.Superseded values are not recommended for survey control.
 AW6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6293.See file dsdata.txt to determine how the superseded data were derived.
 AW6293
 AW6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9655392474(NAD 83)
 AW6293_MARKER: DD = SURVEY DISK
 AW6293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6293+STABILITY: SURFACE MOTION
 AW6293
 AW6293  HISTORY     - Date     Condition        Report By
 AW6293  HISTORY     - 1948     MONUMENTED       USE
 AW6293  HISTORY     - 1955     GOOD             CGS
 AW6293
 AW6293                          STATION DESCRIPTION
 AW6293
 AW6293'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6293'LOCATED 1.6 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG THE
 AW6293'NW BANK OF THE HOUSTON SHIP CHANNEL, APPROXIMATELY 350
 AW6293'FT. SW OF HOUSTON SHIP CHANNEL LIGHT NO. 64.  STATION IS ON
 AW6293'THE WATERLINE OF THE CHANNEL.
 AW6293'
 AW6293'A U.S.E. DISK, STAMPED 577+54.80 (455) (PC) AND SET IN THE TOP
 AW6293'OF A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6293'
 AW6293'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6293'
 AW6293'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1160 ***********************************************************************
 AB1160  DESIGNATION -  578
 AB1160  PID         -  AB1160
 AB1160  STATE/COUNTY-  TX/WILLACY
 AB1160  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1160
 AB1160                         *CURRENT SURVEY CONTROL
 AB1160  ___________________________________________________________________
 AB1160* NAD 83(1986)-  26 34 32.     (N)    097 55 28.     (W)     SCALED    
 AB1160* NAVD 88     -        14.434  (meters)      47.36   (feet)  ADJUSTED  
 AB1160  ___________________________________________________________________
 AB1160  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AB1160  DYNAMIC HT  -          14.410 (meters)      47.28  (feet)  COMP
 AB1160  MODELED GRAV-     979,047.0   (mgal)                       NAVD 88
 AB1160
 AB1160  VERT ORDER  -  SECOND    CLASS 0
 AB1160
 AB1160.The horizontal coordinates were scaled from a topographic map and have
 AB1160.an estimated accuracy of +/- 6 seconds.
 AB1160
 AB1160.The orthometric height was determined by differential leveling
 AB1160.and adjusted by the National Geodetic Survey in June 1991..
 AB1160
 AB1160.The geoid height was determined by GEOID03.
 AB1160
 AB1160.The dynamic height is computed by dividing the NAVD 88
 AB1160.geopotential number by the normal gravity value computed on the
 AB1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1160.degrees latitude (g = 980.6199 gals.).
 AB1160
 AB1160.The modeled gravity was interpolated from observed gravity values.
 AB1160
 AB1160;                    North         East    Units  Estimated Accuracy
 AB1160;SPC TX S     - 5,100,830.      357,340.      MT  (+/- 180 meters Scaled)
 AB1160
 AB1160                          SUPERSEDED SURVEY CONTROL
 AB1160
 AB1160  NGVD 29 (??/??/92)   14.521  (m)           47.64   (f) ADJ UNCH    2 0
 AB1160
 AB1160.Superseded values are not recommended for survey control.
 AB1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1160.See file dsdata.txt to determine how the superseded data were derived.
 AB1160
 AB1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ071398(NAD 83)
 AB1160_MARKER: DD = SURVEY DISK
 AB1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1160_STAMPING: 578
 AB1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1160+STABILITY: SURFACE MOTION
 AB1160
 AB1160  HISTORY     - Date     Condition        Report By
 AB1160  HISTORY     - UNK      MONUMENTED       TXGS
 AB1160  HISTORY     - 1942     GOOD             NGS
 AB1160
 AB1160                          STATION DESCRIPTION
 AB1160
 AB1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1160'2.1 MI W FROM LA TORDILLA RANCH.
 AB1160'ABOUT 2.1 MILES WEST ALONG JESUS MARIA ROAD FROM A FENCE CORNER ABOUT
 AB1160'400 FEET SOUTH OF THE RANCH HOUSES AT LA TORDILLA RANCH, WILLACY, 15
 AB1160'FEET NORTH OF THE ROAD, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AB1160'AND ABOUT LEVEL WITH THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED
 AB1160'578 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.7 FOOT
 AB1160'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1159 ***********************************************************************
 AB1159  DESIGNATION -  579
 AB1159  PID         -  AB1159
 AB1159  STATE/COUNTY-  TX/WILLACY
 AB1159  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1159
 AB1159                         *CURRENT SURVEY CONTROL
 AB1159  ___________________________________________________________________
 AB1159* NAD 83(1986)-  26 34 32.     (N)    097 55 44.     (W)     SCALED    
 AB1159* NAVD 88     -        14.473  (meters)      47.48   (feet)  ADJUSTED  
 AB1159  ___________________________________________________________________
 AB1159  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AB1159  DYNAMIC HT  -          14.450 (meters)      47.41  (feet)  COMP
 AB1159  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AB1159
 AB1159  VERT ORDER  -  SECOND    CLASS 0
 AB1159
 AB1159.The horizontal coordinates were scaled from a topographic map and have
 AB1159.an estimated accuracy of +/- 6 seconds.
 AB1159
 AB1159.The orthometric height was determined by differential leveling
 AB1159.and adjusted by the National Geodetic Survey in June 1991..
 AB1159
 AB1159.The geoid height was determined by GEOID03.
 AB1159
 AB1159.The dynamic height is computed by dividing the NAVD 88
 AB1159.geopotential number by the normal gravity value computed on the
 AB1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1159.degrees latitude (g = 980.6199 gals.).
 AB1159
 AB1159.The modeled gravity was interpolated from observed gravity values.
 AB1159
 AB1159;                    North         East    Units  Estimated Accuracy
 AB1159;SPC TX S     - 5,100,830.      356,890.      MT  (+/- 180 meters Scaled)
 AB1159
 AB1159                          SUPERSEDED SURVEY CONTROL
 AB1159
 AB1159  NGVD 29 (??/??/92)   14.561  (m)           47.77   (f) ADJ UNCH    2 0
 AB1159
 AB1159.Superseded values are not recommended for survey control.
 AB1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1159.See file dsdata.txt to determine how the superseded data were derived.
 AB1159
 AB1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ066398(NAD 83)
 AB1159_MARKER: DD = SURVEY DISK
 AB1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1159_STAMPING: 579
 AB1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1159+STABILITY: SURFACE MOTION
 AB1159
 AB1159  HISTORY     - Date     Condition        Report By
 AB1159  HISTORY     - UNK      MONUMENTED       TXGS
 AB1159  HISTORY     - 1942     GOOD             NGS
 AB1159
 AB1159                          STATION DESCRIPTION
 AB1159
 AB1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1159'2.4 MI W FROM LA TORDILLA RANCH.
 AB1159'ABOUT 2.4 MILES WEST ALONG JESUS MARIA ROAD FROM A FENCE CORNER ABOUT
 AB1159'400 FEET SOUTH OF THE RANCH HOUSES AT LA TORDILLA RANCH, WILLACY
 AB1159'COUNTY, 23 FEET NORTH OF THE ROAD, 3 FEET EAST OF A WHITE WOODEN
 AB1159'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STATE SURVEY STANDARD
 AB1159'DISK, STAMPED 579 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB1159'ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0764 ***********************************************************************
 BZ0764  DESIGNATION -  579.9 USGS
 BZ0764  PID         -  BZ0764
 BZ0764  STATE/COUNTY-  TX/HILL
 BZ0764  USGS QUAD   -  WHITNEY (1979)
 BZ0764
 BZ0764                         *CURRENT SURVEY CONTROL
 BZ0764  ___________________________________________________________________
 BZ0764* NAD 83(1986)-  31 56 58.     (N)    097 19 19.     (W)     SCALED    
 BZ0764* NAVD 88     -       176.773  (meters)     579.96   (feet)  ADJUSTED  
 BZ0764  ___________________________________________________________________
 BZ0764  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BZ0764  DYNAMIC HT  -         176.555 (meters)     579.25  (feet)  COMP
 BZ0764  MODELED GRAV-     979,400.4   (mgal)                       NAVD 88
 BZ0764
 BZ0764  VERT ORDER  -  SECOND    CLASS 0
 BZ0764
 BZ0764.The horizontal coordinates were scaled from a topographic map and have
 BZ0764.an estimated accuracy of +/- 6 seconds.
 BZ0764
 BZ0764.The orthometric height was determined by differential leveling
 BZ0764.and adjusted by the National Geodetic Survey in June 1991..
 BZ0764
 BZ0764.The geoid height was determined by GEOID03.
 BZ0764
 BZ0764.The dynamic height is computed by dividing the NAVD 88
 BZ0764.geopotential number by the normal gravity value computed on the
 BZ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0764.degrees latitude (g = 980.6199 gals.).
 BZ0764
 BZ0764.The modeled gravity was interpolated from observed gravity values.
 BZ0764
 BZ0764;                    North         East    Units  Estimated Accuracy
 BZ0764;SPC TXNC     - 2,031,980.      711,380.      MT  (+/- 180 meters Scaled)
 BZ0764
 BZ0764                          SUPERSEDED SURVEY CONTROL
 BZ0764
 BZ0764  NGVD 29 (??/??/92)  176.736  (m)          579.84   (f) ADJ UNCH    2 0
 BZ0764
 BZ0764.Superseded values are not recommended for survey control.
 BZ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0764.See file dsdata.txt to determine how the superseded data were derived.
 BZ0764
 BZ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA585360(NAD 83)
 BZ0764_MARKER: Q = CHISELED SQUARE
 BZ0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0764_SP_SET: FOUNDATION
 BZ0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0764
 BZ0764  HISTORY     - Date     Condition        Report By
 BZ0764  HISTORY     - UNK      MONUMENTED       USGS
 BZ0764  HISTORY     - 1951     GOOD             NGS
 BZ0764  HISTORY     - 19990220 GOOD             USPSQD
 BZ0764  HISTORY     - 20031011 GOOD             USPSQD
 BZ0764
 BZ0764                          STATION DESCRIPTION
 BZ0764
 BZ0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ0764'IN WHITNEY.
 BZ0764'IT IS AT WHITNEY, HILL COUNTY, AT THE TOWN WATER TANK, AND IN THE TOP
 BZ0764'OF THE NORTH EAST CONCRETE FOUNDATION.  A CHISELED SQUARE.
 BZ0764
 BZ0764                          STATION RECOVERY (1999)
 BZ0764
 BZ0764'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0764'RECOVERED IN GOOD CONDITION.
 BZ0764
 BZ0764                          STATION RECOVERY (2003)
 BZ0764
 BZ0764'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0841 ***********************************************************************
 AB0841  DESIGNATION -  58
 AB0841  PID         -  AB0841
 AB0841  STATE/COUNTY-  TX/CAMERON
 AB0841  USGS QUAD   -  OLMITO (1983)
 AB0841
 AB0841                         *CURRENT SURVEY CONTROL
 AB0841  ___________________________________________________________________
 AB0841* NAD 83(1986)-  26 05 49.     (N)    097 37 17.     (W)     SCALED    
 AB0841* NAVD 88     -        12.191  (meters)      40.00   (feet)  ADJUSTED  
 AB0841  ___________________________________________________________________
 AB0841  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 AB0841  DYNAMIC HT  -          12.172 (meters)      39.93  (feet)  COMP
 AB0841  MODELED GRAV-     979,031.1   (mgal)                       NAVD 88
 AB0841
 AB0841  VERT ORDER  -  SECOND    CLASS 0
 AB0841
 AB0841.The horizontal coordinates were scaled from a topographic map and have
 AB0841.an estimated accuracy of +/- 6 seconds.
 AB0841
 AB0841.The orthometric height was determined by differential leveling
 AB0841.and adjusted by the National Geodetic Survey in June 1991..
 AB0841
 AB0841.The geoid height was determined by GEOID03.
 AB0841
 AB0841.The dynamic height is computed by dividing the NAVD 88
 AB0841.geopotential number by the normal gravity value computed on the
 AB0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0841.degrees latitude (g = 980.6199 gals.).
 AB0841
 AB0841.The modeled gravity was interpolated from observed gravity values.
 AB0841
 AB0841;                    North         East    Units  Estimated Accuracy
 AB0841;SPC TX S     - 5,047,980.      387,890.      MT  (+/- 180 meters Scaled)
 AB0841
 AB0841                          SUPERSEDED SURVEY CONTROL
 AB0841
 AB0841  NGVD 29 (??/??/92)   12.298  (m)           40.35   (f) ADJ UNCH    2 0
 AB0841
 AB0841.Superseded values are not recommended for survey control.
 AB0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0841.See file dsdata.txt to determine how the superseded data were derived.
 AB0841
 AB0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP378871(NAD 83)
 AB0841_MARKER: DD = SURVEY DISK
 AB0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0841_SP_SET: CULVERT
 AB0841_STAMPING: 58 40.28
 AB0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0841
 AB0841  HISTORY     - Date     Condition        Report By
 AB0841  HISTORY     - UNK      MONUMENTED
 AB0841  HISTORY     - 1942     GOOD             NGS
 AB0841
 AB0841                          STATION DESCRIPTION
 AB0841
 AB0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0841'3.4 MI SE FROM SAN BENITO.
 AB0841'3.4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AB0841'STATION AT SAN BENITO, CAMERON COUNTY, 1.2 MILES SOUTHWEST ALONG A
 AB0841'DIRT ROAD.  AT THE INTERSECTION OF A CONCRETE ROAD LEADING NORTHWEST,
 AB0841'41 FEET NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 33 FEET
 AB0841'NORTHEAST OF THE CENTERLINE OF THE CONCRETE ROAD, AT A CONCRETE
 AB0841'CULVERT UNDER THE CONCRETE ROAD, IN THE CENTER OF THE TOP OF THE
 AB0841'NORTHEAST HEADWALL, AND ABOUT 2-1/2 FEET HIGHER THAN THE ROAD.  A
 AB0841'CAMERON COUNTY STANDARD DISK, STAMPED 58 40.28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1866 ***********************************************************************
 BK1866  DESIGNATION -  58 ATSFRR
 BK1866  PID         -  BK1866
 BK1866  STATE/COUNTY-  TX/JASPER
 BK1866  USGS QUAD   -  KIRBYVILLE (1984)
 BK1866
 BK1866                         *CURRENT SURVEY CONTROL
 BK1866  ___________________________________________________________________
 BK1866* NAD 83(1986)-  30 44 23.     (N)    093 52 42.     (W)     SCALED    
 BK1866* NAVD 88     -        43.42   (+/-2cm)     142.5    (feet)  VERTCON   
 BK1866  ___________________________________________________________________
 BK1866  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BK1866
 BK1866  VERT ORDER  -  ? (See Below)
 BK1866
 BK1866.The horizontal coordinates were scaled from a topographic map and have
 BK1866.an estimated accuracy of +/- 6 seconds.
 BK1866
 BK1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1866.The vertical order pertains to the NGVD 29 superseded value.
 BK1866
 BK1866.The geoid height was determined by GEOID03.
 BK1866
 BK1866;                    North         East    Units  Estimated Accuracy
 BK1866;SPC TX C     - 3,136,880.    1,317,740.      MT  (+/- 180 meters Scaled)
 BK1866
 BK1866                          SUPERSEDED SURVEY CONTROL
 BK1866
 BK1866  NGVD 29 (??/??/??)   43.416  (m)          142.44   (f) ADJUSTED    ?  
 BK1866
 BK1866.Superseded values are not recommended for survey control.
 BK1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1866.See file dsdata.txt to determine how the superseded data were derived.
 BK1866
 BK1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ159010(NAD 83)
 BK1866_MARKER: X = CHISELED CROSS
 BK1866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1866_SP_SET: RAIL
 BK1866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1866
 BK1866  HISTORY     - Date     Condition        Report By
 BK1866  HISTORY     - UNK      MONUMENTED       CGS
 BK1866  HISTORY     - 1932     GOOD             CGS
 BK1866  HISTORY     - 1934     GOOD             CGS
 BK1866
 BK1866                          STATION DESCRIPTION
 BK1866
 BK1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1866'5.5 MI N FROM KIRBYVILLE.
 BK1866'5.5 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1866'STATION AT KIRBYVILLE, JASPER COUNTY, AND ON THE TOP OF VERTICAL MILE
 BK1866'RAIL 58.  A CHISELED CROSS.
 BK1866
 BK1866                          STATION RECOVERY (1934)
 BK1866
 BK1866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1157 ***********************************************************************
 AB1157  DESIGNATION -  580
 AB1157  PID         -  AB1157
 AB1157  STATE/COUNTY-  TX/WILLACY
 AB1157  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1157
 AB1157                         *CURRENT SURVEY CONTROL
 AB1157  ___________________________________________________________________
 AB1157* NAD 83(1986)-  26 34 25.     (N)    097 57 07.     (W)     SCALED    
 AB1157* NAVD 88     -        12.761  (meters)      41.87   (feet)  ADJUSTED  
 AB1157  ___________________________________________________________________
 AB1157  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AB1157  DYNAMIC HT  -          12.741 (meters)      41.80  (feet)  COMP
 AB1157  MODELED GRAV-     979,045.8   (mgal)                       NAVD 88
 AB1157
 AB1157  VERT ORDER  -  SECOND    CLASS 0
 AB1157
 AB1157.The horizontal coordinates were scaled from a topographic map and have
 AB1157.an estimated accuracy of +/- 6 seconds.
 AB1157
 AB1157.The orthometric height was determined by differential leveling
 AB1157.and adjusted by the National Geodetic Survey in June 1991..
 AB1157
 AB1157.The geoid height was determined by GEOID03.
 AB1157
 AB1157.The dynamic height is computed by dividing the NAVD 88
 AB1157.geopotential number by the normal gravity value computed on the
 AB1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1157.degrees latitude (g = 980.6199 gals.).
 AB1157
 AB1157.The modeled gravity was interpolated from observed gravity values.
 AB1157
 AB1157;                    North         East    Units  Estimated Accuracy
 AB1157;SPC TX S     - 5,100,600.      354,600.      MT  (+/- 180 meters Scaled)
 AB1157
 AB1157                          SUPERSEDED SURVEY CONTROL
 AB1157
 AB1157  NGVD 29 (??/??/92)   12.852  (m)           42.17   (f) ADJ UNCH    2 0
 AB1157
 AB1157.Superseded values are not recommended for survey control.
 AB1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1157.See file dsdata.txt to determine how the superseded data were derived.
 AB1157
 AB1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ043396(NAD 83)
 AB1157_MARKER: DD = SURVEY DISK
 AB1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1157_STAMPING: 580
 AB1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1157+STABILITY: SURFACE MOTION
 AB1157
 AB1157  HISTORY     - Date     Condition        Report By
 AB1157  HISTORY     - UNK      MONUMENTED       TXGS
 AB1157  HISTORY     - 1942     GOOD             NGS
 AB1157
 AB1157                          STATION DESCRIPTION
 AB1157
 AB1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1157'3.9 MI W FROM LA TORDILLA RANCH.
 AB1157'ABOUT 3.9 MILES WEST ALONG JESUS MARIA ROAD FROM A FENCE CORNER ABOUT
 AB1157'400 FEET SOUTH OF THE RANCH HOUSES AT LA TORDILLA RANCH, WILLACY
 AB1157'COUNTY, AT THE EDGE OF THE ROAD, 10 FEET SOUTH OF A MESQUITE TREE, AND
 AB1157'2 FT. EAST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD
 AB1157'DISK, STAMPED 580 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB1157'ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3560 ***********************************************************************
 AW3560  DESIGNATION -  580+00 455
 AW3560  PID         -  AW3560
 AW3560  STATE/COUNTY-  TX/HARRIS
 AW3560  USGS QUAD   -  LA PORTE (1982)
 AW3560
 AW3560                         *CURRENT SURVEY CONTROL
 AW3560  ___________________________________________________________________
 AW3560* NAD 83(1986)-  29 44 43.     (N)    095 06 12.     (W)     SCALED    
 AW3560* NAVD 88     -         0.65   (+/-2cm)       2.1    (feet)  VERTCON   
 AW3560  ___________________________________________________________________
 AW3560  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3560
 AW3560  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3560
 AW3560.The horizontal coordinates were scaled from a topographic map and have
 AW3560.an estimated accuracy of +/- 6 seconds.
 AW3560
 AW3560.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3560.The vertical order pertains to the NGVD 29 superseded value.
 AW3560
 AW3560.The geoid height was determined by GEOID03.
 AW3560
 AW3560;                    North         East    Units  Estimated Accuracy
 AW3560;SPC TXSC     - 4,218,170.      976,820.      MT  (+/- 180 meters Scaled)
 AW3560
 AW3560                          SUPERSEDED SURVEY CONTROL
 AW3560
 AW3560  NGVD 29 (??/??/92)    0.644  (m)            2.11   (f) ADJ UNCH    1 2
 AW3560
 AW3560.Superseded values are not recommended for survey control.
 AW3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3560.See file dsdata.txt to determine how the superseded data were derived.
 AW3560
 AW3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN965924(NAD 83)
 AW3560_MARKER: DD = SURVEY DISK
 AW3560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3560_STAMPING: 580+00 455
 AW3560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3560+STABILITY: SURFACE MOTION
 AW3560
 AW3560  HISTORY     - Date     Condition        Report By
 AW3560  HISTORY     - UNK      MONUMENTED       USE
 AW3560  HISTORY     - 1959     GOOD             NGS
 AW3560  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3560
 AW3560                          STATION DESCRIPTION
 AW3560
 AW3560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3560'2.25 MI SW FROM LYNCHBURG.
 AW3560'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3560'FERRY LANDING AT LYNCHBURG, THENCE ABOUT 0.15 MILE WEST ACROSS THE
 AW3560'CHANNEL TO THE WEST BANK OF THE CHANNEL, ABOUT 0.1 MILE SOUTH OF
 AW3560'BEACON LIGHT 136, 133 YARDS SOUTH OF A STEEL FENCE AROUND THE U. S.
 AW3560'ARMY ORDNANCE DEPOT, 24 FEET WEST OF THE HIGH WATER LINE OF THE
 AW3560'CHANNEL, 2 FEET EAST OF A 4 X 4-INCH POST, AND IN THE TOP OF A
 AW3560'CONCRETE POST, POURED IN PLACE, 6 INCHES BELOW THE SURFACE.  NOTE--
 AW3560'BELIEVED TO HAVE BEEN WASHED INTO THE HOUSTON SHIP CANAL.
 AW3560
 AW3560                          STATION RECOVERY (1964)
 AW3560
 AW3560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0874 ***********************************************************************
 AJ0874  DESIGNATION -  581
 AJ0874  PID         -  AJ0874
 AJ0874  STATE/COUNTY-  TX/WEBB
 AJ0874  USGS QUAD   -  BLANCAS CREEK NORTH (1980)
 AJ0874
 AJ0874                         *CURRENT SURVEY CONTROL
 AJ0874  ___________________________________________________________________
 AJ0874* NAD 83(1986)-  27 29 52.     (N)    099 21 21.     (W)     SCALED    
 AJ0874* NAVD 88     -       177.098  (meters)     581.03   (feet)  ADJUSTED  
 AJ0874  ___________________________________________________________________
 AJ0874  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AJ0874  DYNAMIC HT  -         176.818 (meters)     580.11  (feet)  COMP
 AJ0874  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 AJ0874
 AJ0874  VERT ORDER  -  FIRST     CLASS II
 AJ0874
 AJ0874.The horizontal coordinates were scaled from a topographic map and have
 AJ0874.an estimated accuracy of +/- 6 seconds.
 AJ0874
 AJ0874.The orthometric height was determined by differential leveling
 AJ0874.and adjusted by the National Geodetic Survey in June 1991..
 AJ0874
 AJ0874.The geoid height was determined by GEOID03.
 AJ0874
 AJ0874.The dynamic height is computed by dividing the NAVD 88
 AJ0874.geopotential number by the normal gravity value computed on the
 AJ0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0874.degrees latitude (g = 980.6199 gals.).
 AJ0874
 AJ0874.The modeled gravity was interpolated from observed gravity values.
 AJ0874
 AJ0874;                    North         East    Units  Estimated Accuracy
 AJ0874;SPC TX S     - 5,203,160.      215,440.      MT  (+/- 180 meters Scaled)
 AJ0874
 AJ0874                          SUPERSEDED SURVEY CONTROL
 AJ0874
 AJ0874  NGVD 29 (??/??/92)  177.109  (m)          581.07   (f) ADJ UNCH    1 2
 AJ0874
 AJ0874.Superseded values are not recommended for survey control.
 AJ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0874.See file dsdata.txt to determine how the superseded data were derived.
 AJ0874
 AJ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR648416(NAD 83)
 AJ0874_MARKER: P = PIPE CAP
 AJ0874_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ0874_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AJ0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0874
 AJ0874  HISTORY     - Date     Condition        Report By
 AJ0874  HISTORY     - UNK      MONUMENTED       USGS
 AJ0874  HISTORY     - 1933     GOOD             NGS
 AJ0874  HISTORY     - 1934     GOOD             USGS
 AJ0874
 AJ0874                          STATION DESCRIPTION
 AJ0874
 AJ0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0874'10.0 MI E FROM LAREDO.
 AJ0874'ON THE TEXAS-MEXICAN RR. ABOUT 1600 FT. E OF MILE POST 11.  35 FT. S
 AJ0874'OF TRACK.
 AJ0874
 AJ0874                          STATION RECOVERY (1934)
 AJ0874
 AJ0874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 AJ0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1178 ***********************************************************************
 AB1178  DESIGNATION -  582
 AB1178  PID         -  AB1178
 AB1178  STATE/COUNTY-  TX/WILLACY
 AB1178  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1178
 AB1178                         *CURRENT SURVEY CONTROL
 AB1178  ___________________________________________________________________
 AB1178* NAD 83(1986)-  26 34 00.     (N)    097 58 05.     (W)     SCALED    
 AB1178* NAVD 88     -        14.390  (meters)      47.21   (feet)  ADJUSTED  
 AB1178  ___________________________________________________________________
 AB1178  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AB1178  DYNAMIC HT  -          14.367 (meters)      47.14  (feet)  COMP
 AB1178  MODELED GRAV-     979,044.8   (mgal)                       NAVD 88
 AB1178
 AB1178  VERT ORDER  -  SECOND    CLASS 0
 AB1178
 AB1178.The horizontal coordinates were scaled from a topographic map and have
 AB1178.an estimated accuracy of +/- 6 seconds.
 AB1178
 AB1178.The orthometric height was determined by differential leveling
 AB1178.and adjusted by the National Geodetic Survey in June 1991..
 AB1178
 AB1178.The geoid height was determined by GEOID03.
 AB1178
 AB1178.The dynamic height is computed by dividing the NAVD 88
 AB1178.geopotential number by the normal gravity value computed on the
 AB1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1178.degrees latitude (g = 980.6199 gals.).
 AB1178
 AB1178.The modeled gravity was interpolated from observed gravity values.
 AB1178
 AB1178;                    North         East    Units  Estimated Accuracy
 AB1178;SPC TX S     - 5,099,830.      353,000.      MT  (+/- 180 meters Scaled)
 AB1178
 AB1178                          SUPERSEDED SURVEY CONTROL
 AB1178
 AB1178  NGVD 29 (??/??/92)   14.482  (m)           47.51   (f) ADJ UNCH    2 0
 AB1178
 AB1178.Superseded values are not recommended for survey control.
 AB1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1178.See file dsdata.txt to determine how the superseded data were derived.
 AB1178
 AB1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ027388(NAD 83)
 AB1178_MARKER: DD = SURVEY DISK
 AB1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1178_STAMPING: 582
 AB1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1178+STABILITY: SURFACE MOTION
 AB1178
 AB1178  HISTORY     - Date     Condition        Report By
 AB1178  HISTORY     - UNK      MONUMENTED       TXGS
 AB1178  HISTORY     - 1942     GOOD             NGS
 AB1178
 AB1178                          STATION DESCRIPTION
 AB1178
 AB1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1178'17.0 MI NW FROM RAYMONDVILLE.
 AB1178'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE--
 AB1178'PROCEED 10.5 MILES WESTERLY ALONG STATE HIGHWAY NO. 186, THENCE GO 3.0
 AB1178'MILES NORTHERLY ALONG GRADED DIRT ROAD, THENCE GO 1.0 MILE WESTERLY,
 AB1178'THENCE GO 2.5 MILES NORTHERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AB1178'ABOUT .15 MILE SOUTH OF A ROAD LEADING WEST, ABOUT 0.2 MILE SOUTHEAST
 AB1178'OF A SMALL FRAME FARM HOUSE, 40.0 FEET EAST OF AND ABOUT 2.0 FEET
 AB1178'ABOVE THE CENTERLINE OF THE ROAD, 15.0 FEET EAST OF ROAD FENCE, AND
 AB1178'3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AB1178'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0981 ***********************************************************************
 AW0981  DESIGNATION -  5858 0905 C OF H
 AW0981  PID         -  AW0981
 AW0981  STATE/COUNTY-  TX/HARRIS
 AW0981  USGS QUAD   -  JACINTO CITY (1982)
 AW0981
 AW0981                         *CURRENT SURVEY CONTROL
 AW0981  ___________________________________________________________________
 AW0981* NAD 83(1986)-  29 46 12.     (N)    095 10 48.     (W)     SCALED    
 AW0981* NAVD 88     -         7.12   (+/-2cm)      23.4    (feet)  VERTCON   
 AW0981  ___________________________________________________________________
 AW0981  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0981
 AW0981  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0981
 AW0981.The horizontal coordinates were scaled from a topographic map and have
 AW0981.an estimated accuracy of +/- 6 seconds.
 AW0981
 AW0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0981.The vertical order pertains to the NGVD 29 superseded value.
 AW0981
 AW0981.The geoid height was determined by GEOID03.
 AW0981
 AW0981;                    North         East    Units  Estimated Accuracy
 AW0981;SPC TXSC     - 4,220,670.      969,320.      MT  (+/- 180 meters Scaled)
 AW0981
 AW0981                          SUPERSEDED SURVEY CONTROL
 AW0981
 AW0981  NGVD 29 (??/??/92)    7.117  (m)           23.35   (f) ADJ UNCH    2 0
 AW0981
 AW0981.Superseded values are not recommended for survey control.
 AW0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0981.See file dsdata.txt to determine how the superseded data were derived.
 AW0981
 AW0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN892952(NAD 83)
 AW0981_MARKER: DD = SURVEY DISK
 AW0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0981_STAMPING: 5858 0905
 AW0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0981+STABILITY: SURFACE MOTION
 AW0981
 AW0981  HISTORY     - Date     Condition        Report By
 AW0981  HISTORY     - UNK      MONUMENTED       TX3280
 AW0981  HISTORY     - 1973     GOOD             NGS
 AW0981  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0981  HISTORY     - 1988     GOOD             USPSQD
 AW0981  HISTORY     - 19981017 GOOD             USPSQD
 AW0981  HISTORY     - 19991113 GOOD             USPSQD
 AW0981
 AW0981                          STATION DESCRIPTION
 AW0981
 AW0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0981'1.95 MI E FROM GREENS BAYOU.
 AW0981'ABOUT 1.95 MILES EAST ALONG MARKET ST. FROM THE INTERSECTION WITH
 AW0981'FEDERAL RD. AT GREENS BAYOU, 0.7 MILE EAST OF Q 658 AT THE BRIDGE OVER
 AW0981'GREENS BAYOU, 16.5 FEET SOUTH OF THE CENTER LINE OF GREENS BAYOU RD.
 AW0981'LEADING EAST, 36 FEET WEST OF THE CENTER LINE OF HADEN RD. LEADING
 AW0981'SOUTH, 38 FEET EAST OF A GAS LINE MARKER, 5 FEET NORTHWEST OF A POWER
 AW0981'POLE, AND IS A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 AW0981'INCHES BELOW THE SURFACE OF THE GROUND.
 AW0981
 AW0981                          STATION RECOVERY (1978)
 AW0981
 AW0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0981'NOT RECOVERED.
 AW0981
 AW0981                          STATION RECOVERY (1988)
 AW0981
 AW0981'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW0981'RECOVERED IN GOOD CONDITION.
 AW0981
 AW0981                          STATION RECOVERY (1998)
 AW0981
 AW0981'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0981'RECOVERED IN GOOD CONDITION.
 AW0981
 AW0981                          STATION RECOVERY (1999)
 AW0981
 AW0981'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0488 ***********************************************************************
 BM0488  DESIGNATION -  586 CHIS SQ
 BM0488  PID         -  BM0488
 BM0488  STATE/COUNTY-  TX/WILLIAMSON
 BM0488  USGS QUAD   -  COUPLAND (1982)
 BM0488
 BM0488                         *CURRENT SURVEY CONTROL
 BM0488  ___________________________________________________________________
 BM0488* NAD 83(1986)-  30 25 34.     (N)    097 22 59.     (W)     SCALED    
 BM0488* NAVD 88     -       178.72   (+/-2cm)     586.4    (feet)  VERTCON   
 BM0488  ___________________________________________________________________
 BM0488  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BM0488
 BM0488  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0488
 BM0488.The horizontal coordinates were scaled from a topographic map and have
 BM0488.an estimated accuracy of +/- 6 seconds.
 BM0488
 BM0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0488.The vertical order pertains to the NGVD 29 superseded value.
 BM0488
 BM0488.The geoid height was determined by GEOID03.
 BM0488
 BM0488;                    North         East    Units  Estimated Accuracy
 BM0488;SPC TX C     - 3,087,950.      983,390.      MT  (+/- 180 meters Scaled)
 BM0488
 BM0488                          SUPERSEDED SURVEY CONTROL
 BM0488
 BM0488  NGVD 29 (??/??/92)  178.64   (m)          586.1    (f) COMPUTED    1 2
 BM0488
 BM0488.Superseded values are not recommended for survey control.
 BM0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0488.See file dsdata.txt to determine how the superseded data were derived.
 BM0488
 BM0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU552671(NAD 83)
 BM0488_MARKER: Q = CHISELED SQUARE
 BM0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0488_SP_SET: CULVERT
 BM0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0488
 BM0488  HISTORY     - Date     Condition        Report By
 BM0488  HISTORY     - UNK      MONUMENTED       MKTRR
 BM0488  HISTORY     - 1938     GOOD             NGS
 BM0488  HISTORY     - 20040306 GOOD             USPSQD
 BM0488
 BM0488                          STATION DESCRIPTION
 BM0488
 BM0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0488'5.7 MI N FROM ELGIN.
 BM0488'5.7 MILES NORTH OF THE STATION BY RAIL.  ALONG THE M.K. AND T.
 BM0488'RAILROAD RIGHT OF WAY.  ABOUT 100 YARDS SOUTH AND ACROSS TRACKS FROM
 BM0488'MILE POST NO. 929.  15 FEET WEST OF THE WEST RAIL.  5 FEET BELOW THE
 BM0488'TOP OF THE RAIL.  AN OUTLINE CH.SQ. ON TOP OF THE NORTH END OF THE
 BM0488'WEST HEADWALL OF A CONCRETE TILE CULVERT.
 BM0488
 BM0488                          STATION RECOVERY (2004)
 BM0488
 BM0488'RECOVERY NOTE BY US POWER SQUADRON 2004 (AH)
 BM0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0493 ***********************************************************************
 BM0493  DESIGNATION -  589 CHIS SQ
 BM0493  PID         -  BM0493
 BM0493  STATE/COUNTY-  TX/BASTROP
 BM0493  USGS QUAD   -  ELGIN WEST (1982)
 BM0493
 BM0493                         *CURRENT SURVEY CONTROL
 BM0493  ___________________________________________________________________
 BM0493* NAD 83(1986)-  30 21 40.     (N)    097 22 31.     (W)     SCALED    
 BM0493* NAVD 88     -       179.78   (+/-2cm)     589.8    (feet)  VERTCON   
 BM0493  ___________________________________________________________________
 BM0493  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BM0493
 BM0493  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0493
 BM0493.The horizontal coordinates were scaled from a topographic map and have
 BM0493.an estimated accuracy of +/- 6 seconds.
 BM0493
 BM0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0493.The vertical order pertains to the NGVD 29 superseded value.
 BM0493
 BM0493.The geoid height was determined by GEOID03.
 BM0493
 BM0493;                    North         East    Units  Estimated Accuracy
 BM0493;SPC TX C     - 3,080,760.      984,320.      MT  (+/- 180 meters Scaled)
 BM0493
 BM0493                          SUPERSEDED SURVEY CONTROL
 BM0493
 BM0493  NGVD 29 (??/??/92)  179.71   (m)          589.6    (f) COMPUTED    1 2
 BM0493
 BM0493.Superseded values are not recommended for survey control.
 BM0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0493.See file dsdata.txt to determine how the superseded data were derived.
 BM0493
 BM0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU561599(NAD 83)
 BM0493_MARKER: Q = CHISELED SQUARE
 BM0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0493_SP_SET: CULVERT
 BM0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0493
 BM0493  HISTORY     - Date     Condition        Report By
 BM0493  HISTORY     - UNK      MONUMENTED       MKTRR
 BM0493  HISTORY     - 1953     GOOD             NGS
 BM0493  HISTORY     - 19990522 POOR             USPSQD
 BM0493  HISTORY     - 20040306 GOOD             USPSQD
 BM0493
 BM0493                          STATION DESCRIPTION
 BM0493
 BM0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0493'1.0 MI N FROM ELGIN.
 BM0493'1.0 MILE NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 BM0493'THE STATION AT ELGIN, BASTROP COUNTY, AT A CULVERT, ON THE TOP OF THE
 BM0493'NORTH END OF THE WEST HEADWALL, 10 FEET WEST OF THE WEST RAIL, AND
 BM0493'ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.  A 1-INCH OUTLINED
 BM0493'CHISELED SQUARE.
 BM0493
 BM0493                          STATION RECOVERY (1999)
 BM0493
 BM0493'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0493'MARK RECOVERED IN POOR CONDITION.
 BM0493
 BM0493                          STATION RECOVERY (2004)
 BM0493
 BM0493'RECOVERY NOTE BY US POWER SQUADRON 2004 (AH)
 BM0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0950 ***********************************************************************
 EN0950  DESIGNATION -  59 RDS
 EN0950  PID         -  EN0950
 EN0950  STATE/COUNTY-  TX/HALL
 EN0950  USGS QUAD   -  MEMPHIS NW (1985)
 EN0950
 EN0950                         *CURRENT SURVEY CONTROL
 EN0950  ___________________________________________________________________
 EN0950* NAD 83(1993)-  34 44 38.99956(N)    100 44 08.63368(W)     ADJUSTED  
 EN0950* NAVD 88     -       775.53   (+/-2cm)    2544.4    (feet)  VERTCON   
 EN0950  ___________________________________________________________________
 EN0950  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 EN0950  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EN0950
 EN0950  HORZ ORDER  -  THIRD
 EN0950  VERT ORDER  -  THIRD ? (See Below)
 EN0950
 EN0950.The horizontal coordinates were established by classical geodetic methods
 EN0950.and adjusted by the National Geodetic Survey in February 1996..
 EN0950
 EN0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0950.The vertical order pertains to the NGVD 29 superseded value.
 EN0950
 EN0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0950
 EN0950.The geoid height was determined by GEOID03.
 EN0950
 EN0950;                    North         East     Units Scale Factor Converg.
 EN0950;SPC TX N     - 1,082,827.093   269,982.988   MT  0.99997951   +0 26 34.5
 EN0950;SPC TX N     - 3,552,575.22    885,769.19   sFT  0.99997951   +0 26 34.5
 EN0950;UTM  14      - 3,846,044.564   341,111.642   MT  0.99991116   -0 59 21.9
 EN0950
 EN0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0950!SPC TX N     -   0.99988259  x   0.99997951  =   0.99986211
 EN0950!UTM  14      -   0.99988259  x   0.99991116  =   0.99979376
 EN0950
 EN0950                          SUPERSEDED SURVEY CONTROL
 EN0950
 EN0950  NAD 83(1993)-  34 44 38.99996(N)    100 44 08.63124(W) AD(       ) 3
 EN0950  NAD 83(1986)-  34 44 39.00578(N)    100 44 08.62631(W) AD(       ) 3
 EN0950  NGVD 29 (01/19/93)  775.18   (m)         2543.2    (f) LEVELING    3  
 EN0950
 EN0950.Superseded values are not recommended for survey control.
 EN0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0950.See file dsdata.txt to determine how the superseded data were derived.
 EN0950
 EN0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4111246045(NAD 83)
 EN0950_MARKER: DD = SURVEY DISK
 EN0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0950+STABILITY: SURFACE MOTION
 EN0950
 EN0950  HISTORY     - Date     Condition        Report By
 EN0950  HISTORY     - 1954     MONUMENTED       USGS
 EN0950
 EN0950                          STATION DESCRIPTION
 EN0950
 EN0950'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0950'STATION IS LOCATED 2.2 MI. W. AND 4.5 MI. N. OF LAKEVIEW, ON THE
 EN0950'HIGHEST POINT OF A SMALL TOP 50 FT. W. OF A PIPE LINE.
 EN0950'
 EN0950'STATION MARK--A STANDARD TABLET STAMPED---59 RDS 1954 2543---, SET
 EN0950'IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 EN0950'
 EN0950'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1168 ***********************************************************************
 AB1168  DESIGNATION -  594
 AB1168  PID         -  AB1168
 AB1168  STATE/COUNTY-  TX/WILLACY
 AB1168  USGS QUAD   -  YTURRIA (1982)
 AB1168
 AB1168                         *CURRENT SURVEY CONTROL
 AB1168  ___________________________________________________________________
 AB1168* NAD 83(1986)-  26 31 55.     (N)    097 51 27.     (W)     SCALED    
 AB1168* NAVD 88     -        10.666  (meters)      34.99   (feet)  ADJUSTED  
 AB1168  ___________________________________________________________________
 AB1168  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AB1168  DYNAMIC HT  -          10.649 (meters)      34.94  (feet)  COMP
 AB1168  MODELED GRAV-     979,047.1   (mgal)                       NAVD 88
 AB1168
 AB1168  VERT ORDER  -  SECOND    CLASS 0
 AB1168
 AB1168.The horizontal coordinates were scaled from a topographic map and have
 AB1168.an estimated accuracy of +/- 6 seconds.
 AB1168
 AB1168.The orthometric height was determined by differential leveling
 AB1168.and adjusted by the National Geodetic Survey in June 1991..
 AB1168
 AB1168.The geoid height was determined by GEOID03.
 AB1168
 AB1168.The dynamic height is computed by dividing the NAVD 88
 AB1168.geopotential number by the normal gravity value computed on the
 AB1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1168.degrees latitude (g = 980.6199 gals.).
 AB1168
 AB1168.The modeled gravity was interpolated from observed gravity values.
 AB1168
 AB1168;                    North         East    Units  Estimated Accuracy
 AB1168;SPC TX S     - 5,096,030.      364,030.      MT  (+/- 180 meters Scaled)
 AB1168
 AB1168                          SUPERSEDED SURVEY CONTROL
 AB1168
 AB1168  NGVD 29 (??/??/92)   10.743  (m)           35.25   (f) ADJ UNCH    2 0
 AB1168
 AB1168.Superseded values are not recommended for survey control.
 AB1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1168.See file dsdata.txt to determine how the superseded data were derived.
 AB1168
 AB1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ138351(NAD 83)
 AB1168_MARKER: DD = SURVEY DISK
 AB1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1168_STAMPING: 594
 AB1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1168+STABILITY: SURFACE MOTION
 AB1168
 AB1168  HISTORY     - Date     Condition        Report By
 AB1168  HISTORY     - UNK      MONUMENTED       TXGS
 AB1168  HISTORY     - 1942     GOOD             NGS
 AB1168
 AB1168                          STATION DESCRIPTION
 AB1168
 AB1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1168'7.7 MI NW FROM RAYMONDVILLE.
 AB1168'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1168'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1168'NORTHERLY 2.5 MILES, THENCE WESTERLY 1. MILE, THENCE NORTHERLY 0.6
 AB1168'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 0.4 MILE ALONG
 AB1168'RANCH ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.4
 AB1168'MILE NORTHWEST OF SMITH RANCH HOUSE AND 30. FEET SOUTHWEST OF AND
 AB1168'ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD.  IT IS 4.
 AB1168'FEET SOUTHWEST OF ROAD FENCE AND 3. FEET NORTHWEST OF A 4X4-INCH
 AB1168'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1169 ***********************************************************************
 AB1169  DESIGNATION -  595
 AB1169  PID         -  AB1169
 AB1169  STATE/COUNTY-  TX/WILLACY
 AB1169  USGS QUAD   -  YTURRIA (1982)
 AB1169
 AB1169                         *CURRENT SURVEY CONTROL
 AB1169  ___________________________________________________________________
 AB1169* NAD 83(1986)-  26 32 09.     (N)    097 51 38.     (W)     SCALED    
 AB1169* NAVD 88     -        10.084  (meters)      33.08   (feet)  ADJUSTED  
 AB1169  ___________________________________________________________________
 AB1169  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AB1169  DYNAMIC HT  -          10.068 (meters)      33.03  (feet)  COMP
 AB1169  MODELED GRAV-     979,047.2   (mgal)                       NAVD 88
 AB1169
 AB1169  VERT ORDER  -  SECOND    CLASS 0
 AB1169
 AB1169.The horizontal coordinates were scaled from a topographic map and have
 AB1169.an estimated accuracy of +/- 6 seconds.
 AB1169
 AB1169.The orthometric height was determined by differential leveling
 AB1169.and adjusted by the National Geodetic Survey in June 1991..
 AB1169
 AB1169.The geoid height was determined by GEOID03.
 AB1169
 AB1169.The dynamic height is computed by dividing the NAVD 88
 AB1169.geopotential number by the normal gravity value computed on the
 AB1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1169.degrees latitude (g = 980.6199 gals.).
 AB1169
 AB1169.The modeled gravity was interpolated from observed gravity values.
 AB1169
 AB1169;                    North         East    Units  Estimated Accuracy
 AB1169;SPC TX S     - 5,096,460.      363,720.      MT  (+/- 180 meters Scaled)
 AB1169
 AB1169                          SUPERSEDED SURVEY CONTROL
 AB1169
 AB1169  NGVD 29 (??/??/92)   10.162  (m)           33.34   (f) ADJ UNCH    2 0
 AB1169
 AB1169.Superseded values are not recommended for survey control.
 AB1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1169.See file dsdata.txt to determine how the superseded data were derived.
 AB1169
 AB1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ135355(NAD 83)
 AB1169_MARKER: DD = SURVEY DISK
 AB1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1169_STAMPING: 595
 AB1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1169+STABILITY: SURFACE MOTION
 AB1169
 AB1169  HISTORY     - Date     Condition        Report By
 AB1169  HISTORY     - UNK      MONUMENTED       TXGS
 AB1169  HISTORY     - 1942     GOOD             NGS
 AB1169
 AB1169                          STATION DESCRIPTION
 AB1169
 AB1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1169'8.1 MI NW FROM RAYMONDVILLE.
 AB1169'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1169'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1169'NORTHERLY 2.5 MILES, THENCE WESTERLY 1. MILE, THENCE NORTHERLY 0.6
 AB1169'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 0.8 MILE ALONG
 AB1169'RANCH ROAD TO THE SITE OF THE BENCH MARK. BENCH MARK IS ABOUT 0.8 MILE
 AB1169'NORTHWEST OF SMITH RANCH HOUSE AND 30. FEET SOUTHWEST OF AND ABOUT THE
 AB1169'SAME ELEVATION AS THE RANCH ROAD. IT IS 4. FEET SOUTHWEST OF ROAD
 AB1169'FENCE AND 3. FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST. THE
 AB1169'MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3562 ***********************************************************************
 AW3562  DESIGNATION -  595+00 400 1937
 AW3562  PID         -  AW3562
 AW3562  STATE/COUNTY-  TX/HARRIS
 AW3562  USGS QUAD   -  LA PORTE (1982)
 AW3562
 AW3562                         *CURRENT SURVEY CONTROL
 AW3562  ___________________________________________________________________
 AW3562* NAD 83(1986)-  29 44 28.     (N)    095 06 21.     (W)     SCALED    
 AW3562* NAVD 88     -         4.03   (+/-2cm)      13.2    (feet)  VERTCON   
 AW3562  ___________________________________________________________________
 AW3562  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3562
 AW3562  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3562
 AW3562.The horizontal coordinates were scaled from a topographic map and have
 AW3562.an estimated accuracy of +/- 6 seconds.
 AW3562
 AW3562.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3562.The vertical order pertains to the NGVD 29 superseded value.
 AW3562
 AW3562.The geoid height was determined by GEOID03.
 AW3562
 AW3562;                    North         East    Units  Estimated Accuracy
 AW3562;SPC TXSC     - 4,217,700.      976,590.      MT  (+/- 180 meters Scaled)
 AW3562
 AW3562                          SUPERSEDED SURVEY CONTROL
 AW3562
 AW3562  NGVD 29 (??/??/92)    4.026  (m)           13.21   (f) ADJ UNCH    1 2
 AW3562
 AW3562.Superseded values are not recommended for survey control.
 AW3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3562.See file dsdata.txt to determine how the superseded data were derived.
 AW3562
 AW3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN963919(NAD 83)
 AW3562_MARKER: DD = SURVEY DISK
 AW3562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3562_STAMPING: 595+00 400 1937
 AW3562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3562+STABILITY: SURFACE MOTION
 AW3562
 AW3562  HISTORY     - Date     Condition        Report By
 AW3562  HISTORY     - 1937     MONUMENTED       USE
 AW3562  HISTORY     - 1943     GOOD             NGS
 AW3562
 AW3562                          STATION DESCRIPTION
 AW3562
 AW3562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW3562'2.4 MI W FROM LYNCHBURG.
 AW3562'BENCH MARK IS ABOUT 2.4 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM
 AW3562'LYNCHBURG, ABOUT 400.0 FEET NORTH OF THE CENTERLINE OF THE SHIP
 AW3562'CHANNEL, ABOUT 105.0 FEET NORTHWEST OF A FENCE.  MONUMENT PROJECTS 0.3
 AW3562'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3563 ***********************************************************************
 AW3563  DESIGNATION -  595+00 455
 AW3563  PID         -  AW3563
 AW3563  STATE/COUNTY-  TX/HARRIS
 AW3563  USGS QUAD   -  LA PORTE (1982)
 AW3563
 AW3563                         *CURRENT SURVEY CONTROL
 AW3563  ___________________________________________________________________
 AW3563* NAD 83(1986)-  29 44 31.     (N)    095 06 18.     (W)     SCALED    
 AW3563* NAVD 88     -         2.25   (+/-2cm)       7.4    (feet)  VERTCON   
 AW3563  ___________________________________________________________________
 AW3563  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3563
 AW3563  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3563
 AW3563.The horizontal coordinates were scaled from a topographic map and have
 AW3563.an estimated accuracy of +/- 6 seconds.
 AW3563
 AW3563.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3563.The vertical order pertains to the NGVD 29 superseded value.
 AW3563
 AW3563.The geoid height was determined by GEOID03.
 AW3563
 AW3563;                    North         East    Units  Estimated Accuracy
 AW3563;SPC TXSC     - 4,217,800.      976,670.      MT  (+/- 180 meters Scaled)
 AW3563
 AW3563                          SUPERSEDED SURVEY CONTROL
 AW3563
 AW3563  NGVD 29 (??/??/92)    2.244  (m)            7.36   (f) ADJ UNCH    1 2
 AW3563
 AW3563.Superseded values are not recommended for survey control.
 AW3563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3563.See file dsdata.txt to determine how the superseded data were derived.
 AW3563
 AW3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN964920(NAD 83)
 AW3563_MARKER: DD = SURVEY DISK
 AW3563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3563_STAMPING: 595+00 455
 AW3563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3563+STABILITY: SURFACE MOTION
 AW3563
 AW3563  HISTORY     - Date     Condition        Report By
 AW3563  HISTORY     - UNK      MONUMENTED       USE
 AW3563  HISTORY     - 1959     GOOD             NGS
 AW3563  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3563
 AW3563                          STATION DESCRIPTION
 AW3563
 AW3563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3563'2.55 MI SW FROM LYNCHBURG.
 AW3563'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3563'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3563'0.15 MILE WEST ACROSS THE SHIP CHANNEL TO THE NORTHWEST BANK, THENCE
 AW3563'ABOUT 0.3 MILE SOUTHWEST ALONG THE NORTHWEST BANK OF THE CHANNEL,
 AW3563'BETWEEN TWO SMALL CLAY KNOLLS, 85 FEET NORTHWEST OF THE HIGH WATER
 AW3563'LINE, 4 FEET SOUTHEAST OF A 3 X 12-INCH POST PROJECTING 6 1/2 FEET,
 AW3563'AND IN THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE
 AW3563'GROUND.
 AW3563
 AW3563                          STATION RECOVERY (1964)
 AW3563
 AW3563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1171 ***********************************************************************
 AB1171  DESIGNATION -  596
 AB1171  PID         -  AB1171
 AB1171  STATE/COUNTY-  TX/WILLACY
 AB1171  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1171
 AB1171                         *CURRENT SURVEY CONTROL
 AB1171  ___________________________________________________________________
 AB1171* NAD 83(1986)-  26 33 27.     (N)    097 52 47.     (W)     SCALED    
 AB1171* NAVD 88     -        14.350  (meters)      47.08   (feet)  ADJUSTED  
 AB1171  ___________________________________________________________________
 AB1171  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AB1171  DYNAMIC HT  -          14.327 (meters)      47.00  (feet)  COMP
 AB1171  MODELED GRAV-     979,047.7   (mgal)                       NAVD 88
 AB1171
 AB1171  VERT ORDER  -  SECOND    CLASS 0
 AB1171
 AB1171.The horizontal coordinates were scaled from a topographic map and have
 AB1171.an estimated accuracy of +/- 6 seconds.
 AB1171
 AB1171.The orthometric height was determined by differential leveling
 AB1171.and adjusted by the National Geodetic Survey in June 1991..
 AB1171
 AB1171.The geoid height was determined by GEOID03.
 AB1171
 AB1171.The dynamic height is computed by dividing the NAVD 88
 AB1171.geopotential number by the normal gravity value computed on the
 AB1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1171.degrees latitude (g = 980.6199 gals.).
 AB1171
 AB1171.The modeled gravity was interpolated from observed gravity values.
 AB1171
 AB1171;                    North         East    Units  Estimated Accuracy
 AB1171;SPC TX S     - 5,098,850.      361,800.      MT  (+/- 180 meters Scaled)
 AB1171
 AB1171                          SUPERSEDED SURVEY CONTROL
 AB1171
 AB1171  NGVD 29 (??/??/92)   14.431  (m)           47.35   (f) ADJ UNCH    2 0
 AB1171
 AB1171.Superseded values are not recommended for survey control.
 AB1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1171.See file dsdata.txt to determine how the superseded data were derived.
 AB1171
 AB1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ115379(NAD 83)
 AB1171_MARKER: DD = SURVEY DISK
 AB1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1171_STAMPING: 596
 AB1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1171+STABILITY: SURFACE MOTION
 AB1171
 AB1171  HISTORY     - Date     Condition        Report By
 AB1171  HISTORY     - UNK      MONUMENTED       TXGS
 AB1171  HISTORY     - 1942     GOOD             NGS
 AB1171
 AB1171                          STATION DESCRIPTION
 AB1171
 AB1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1171'10.0 MI NW FROM RAYMONDVILLE.
 AB1171'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1171'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1171'NORTHERLY 2.5 MILES, THENCE WESTERLY 1.MILE, THENCE NORTHERLY 0.6
 AB1171'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 2.7 MILES ALONG
 AB1171'RANCH ROAD LEADING TO LA TORDILLA RANCH TO THE SITE OF THE BENCH MARK.
 AB1171'BENCH MARK IS ABOUT 2.7 MILE NORTHWEST OF SMITH RANCH HOUSE AND 45.
 AB1171'FEET SOUTHWEST OF AND ABOUT 1. FOOT ABOVE THE RANCH ROAD.  IT IS 2.
 AB1171'FEET SOUTHWEST OF ROAD FENCE AND 3. FEET NORTHWEST OF A 4X4-INCH
 AB1171'WOODEN  MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1172 ***********************************************************************
 AB1172  DESIGNATION -  597
 AB1172  PID         -  AB1172
 AB1172  STATE/COUNTY-  TX/WILLACY
 AB1172  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1172
 AB1172                         *CURRENT SURVEY CONTROL
 AB1172  ___________________________________________________________________
 AB1172* NAD 83(1986)-  26 33 41.     (N)    097 53 01.     (W)     SCALED    
 AB1172* NAVD 88     -        14.391  (meters)      47.21   (feet)  ADJUSTED  
 AB1172  ___________________________________________________________________
 AB1172  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AB1172  DYNAMIC HT  -          14.368 (meters)      47.14  (feet)  COMP
 AB1172  MODELED GRAV-     979,047.8   (mgal)                       NAVD 88
 AB1172
 AB1172  VERT ORDER  -  SECOND    CLASS 0
 AB1172
 AB1172.The horizontal coordinates were scaled from a topographic map and have
 AB1172.an estimated accuracy of +/- 6 seconds.
 AB1172
 AB1172.The orthometric height was determined by differential leveling
 AB1172.and adjusted by the National Geodetic Survey in June 1991..
 AB1172
 AB1172.The geoid height was determined by GEOID03.
 AB1172
 AB1172.The dynamic height is computed by dividing the NAVD 88
 AB1172.geopotential number by the normal gravity value computed on the
 AB1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1172.degrees latitude (g = 980.6199 gals.).
 AB1172
 AB1172.The modeled gravity was interpolated from observed gravity values.
 AB1172
 AB1172;                    North         East    Units  Estimated Accuracy
 AB1172;SPC TX S     - 5,099,280.      361,410.      MT  (+/- 180 meters Scaled)
 AB1172
 AB1172                          SUPERSEDED SURVEY CONTROL
 AB1172
 AB1172  NGVD 29 (??/??/92)   14.474  (m)           47.49   (f) ADJ UNCH    2 0
 AB1172
 AB1172.Superseded values are not recommended for survey control.
 AB1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1172.See file dsdata.txt to determine how the superseded data were derived.
 AB1172
 AB1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ111383(NAD 83)
 AB1172_MARKER: DD = SURVEY DISK
 AB1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1172_STAMPING: 597
 AB1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1172+STABILITY: SURFACE MOTION
 AB1172
 AB1172  HISTORY     - Date     Condition        Report By
 AB1172  HISTORY     - UNK      MONUMENTED       TXGS
 AB1172  HISTORY     - 1942     GOOD             NGS
 AB1172  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB1172
 AB1172                          STATION DESCRIPTION
 AB1172
 AB1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1172'10.3 MI NW FROM RAYMONDVILLE.
 AB1172'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1172'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1172'NORTHERLY 2.5 MILES, THENCE WESTERLY 1.MILE, THENCE NORTHERLY 0.6
 AB1172'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 3. MILES ALONG
 AB1172'RANCH ROAD LEADING TO LA TORDILLA RANCH TO THE SITE OF THE BENCH MARK.
 AB1172'BENCH MARK IS ABOUT 3. MILES NORTHWEST OF SMITH RANCH HOUSE AND 45.
 AB1172'FEET SOUTHWEST OF AND ABOUT 1. FOOT ABOVE RANCH ROAD.  IT IS 2. FEET
 AB1172'SOUTHWEST OF ROAD FENCE AND 3. FEET NORTHWEST OF A 4X4-INCH WOODEN
 AB1172'MARKER POST.  THE MONUMENT PROJECTS PROJECTS 0.5 FOOT.
 AB1172
 AB1172                          STATION RECOVERY (1954)
 AB1172
 AB1172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6449 ***********************************************************************
 AB6449  SACS        -  This is a Secondary Airport Control Station.
 AB6449  DESIGNATION -  5R3 A
 AB6449  PID         -  AB6449
 AB6449  STATE/COUNTY-  TX/TRAVIS
 AB6449  USGS QUAD   -  MANSFIELD DAM (1986)
 AB6449
 AB6449                         *CURRENT SURVEY CONTROL
 AB6449  ___________________________________________________________________
 AB6449* NAD 83(1993)-  30 29 36.83779(N)    097 58 03.85685(W)     ADJUSTED  
 AB6449* NAVD 88     -       368.26   (meters)    1208.2    (feet)  GPS OBS   
 AB6449  ___________________________________________________________________
 AB6449  X           -    -762,522.492 (meters)                     COMP
 AB6449  Y           -  -5,447,885.808 (meters)                     COMP
 AB6449  Z           -   3,217,813.965 (meters)                     COMP
 AB6449  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 AB6449  ELLIP HEIGHT-         342.93  (meters)          (07/23/01) GPS OBS
 AB6449  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AB6449
 AB6449  HORZ ORDER  -  FIRST
 AB6449  ELLP ORDER  -  FIFTH     CLASS II
 AB6449
 AB6449.This mark is at Lago Vista Bar-K Airpark (5R3)  (5R3)
 AB6449
 AB6449.The horizontal coordinates were established by GPS observations
 AB6449.and adjusted by the National Geodetic Survey in September 1996..
 AB6449
 AB6449.The orthometric height was determined by GPS observations and a
 AB6449.high-resolution geoid model.
 AB6449
 AB6449.GPS derived orthometric heights for airport stations designated as
 AB6449.PACS or SACS are published to 2 decimal places.  This maintains
 AB6449.centimeter relative accuracy between the PACS and SACS.  It does
 AB6449.not indicate centimeter accuracy relative to other marks which are
 AB6449.part of the NAVD 88 network.
 AB6449
 AB6449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6449
 AB6449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6449
 AB6449.The ellipsoidal height was determined by GPS observations
 AB6449.and is referenced to NAD 83.
 AB6449
 AB6449.The geoid height was determined by GEOID03.
 AB6449
 AB6449;                    North         East     Units Scale Factor Converg.
 AB6449;SPC TX C     - 3,094,081.151   927,074.445   MT  0.99992075   +1 13 06.3
 AB6449;SPC TX C     -10,151,164.58  3,041,576.74   sFT  0.99992075   +1 13 06.3
 AB6449;UTM  14      - 3,373,931.401   599,065.543   MT  0.99972107   +0 31 25.9
 AB6449
 AB6449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6449!SPC TX C     -   0.99994615  x   0.99992075  =   0.99986690
 AB6449!UTM  14      -   0.99994615  x   0.99972107  =   0.99966723
 AB6449
 AB6449:                Primary Azimuth Mark                     Grid Az
 AB6449:SPC TX C     -  LAGO                                     340 08 40.6
 AB6449:UTM  14      -  LAGO                                     340 50 21.0
 AB6449
 AB6449|---------------------------------------------------------------------|
 AB6449| PID    Reference Object                     Distance      Geod. Az  |
 AB6449|                                                           dddmmss.s |
 AB6449| BM1098 LAGO                                473.779 METERS 3412146.9 |
 AB6449|---------------------------------------------------------------------|
 AB6449
 AB6449                          SUPERSEDED SURVEY CONTROL
 AB6449
 AB6449  ELLIP H (09/03/96)  342.97   (m)                       GP(       ) 5 2
 AB6449
 AB6449.Superseded values are not recommended for survey control.
 AB6449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6449.See file dsdata.txt to determine how the superseded data were derived.
 AB6449
 AB6449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9906673931(NAD 83)
 AB6449_MARKER: I = METAL ROD
 AB6449_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6449_STAMPING: 5R3 A 1995
 AB6449_MARK LOGO: NGS   
 AB6449_PROJECTION: FLUSH
 AB6449_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6449+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6449_ROD/PIPE-DEPTH: 3.20 meters
 AB6449_SLEEVE-DEPTH  : 0.90 meters
 AB6449
 AB6449  HISTORY     - Date     Condition        Report By
 AB6449  HISTORY     - 1995     MONUMENTED       NGS
 AB6449
 AB6449                          STATION DESCRIPTION
 AB6449
 AB6449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6449'NOTE--GATE COMBINATION IS 0911.  THE STATION IS LOCATED ABOUT 5 KM
 AB6449'(3.10 MI) WEST OF JONESTOWN, 3 KM (1.85 MI) NORTH OF LAGO VISTA, AT
 AB6449'THE LAGO VISTA BAR-K AIRPARK, IN GRASS ON TOP OF A CUTBANK ALONG
 AB6449'RUNWAY END 33, AND IN LINE WITH THE RUNWAY END.  OWNERSHIP--CITY OF
 AB6449'LAGO VISTA, LAGO VISTA, TX.  78641.  AIRPORT MANAGER IS CARL B.
 AB6449'VERNON.  PHONE 512-267-4686. TO REACH FROM THE JUNCTION OF U.S.
 AB6449'HIGHWAY 183 AND FARM ROAD 1431 AT CEDAR PARK, GO SOUTHWEST ON FARM
 AB6449'ROAD 1431 FOR 18.3 KM (11.35 MI) TO LAGO VISTA, AND LOHMAN FORD ROAD
 AB6449'ON THE LEFT.  CONTINUE NORTHWEST ON FARM ROAD 1431 FOR 2.44 KM (1.50
 AB6449'MI) TO BISON ROAD ON THE RIGHT AT THE CITY LIMITS.  TURN RIGHT, WEST
 AB6449'AND UPHILL, ON BISON ROAD FOR 0.08 KM (0.05 MI) TO A T-ROAD. TURN
 AB6449'LEFT, NORTH-NORTHEAST, STILL ON BISON ROAD, FOR 0.8 KM (0.50 MI) TO A
 AB6449'CROSSROAD (BAR-K ROAD) ON THE LEFT.  TURN LEFT, ON BAR-K ROAD FOR 0.5
 AB6449'KM (0.30 MI) TO WARBONNET ROAD ON THE RIGHT.  TURN RIGHT, FOR 0.13 KM
 AB6449'(0.10 MI) TO THE RUNWAY.  TURN RIGHT, SOUTHEAST, ALONG THE RUNWAY FOR
 AB6449'0.47 KM (0.30 MI) TO THE STATION ON THE RIGHT. STATION IS A PUNCH HOLE
 AB6449'TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE
 AB6449'90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB6449'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 21.4 M (70.2 FT)
 AB6449'WEST-SOUTHWEST OF THE CENTER OF THE RUNWAY END, 15.6 M (51.2 FT)
 AB6449'EAST-NORTHEAST OF, AND 2 M (6.6 FT) HIGHER THAN A FENCE, 14.1 M (46.3
 AB6449'FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE RUNWAY, 8.8 M (28.9
 AB6449'FT) WEST OF THE WEST MOST THRESHOLD LIGHT, AND 0.35 M (1.15 FT)
 AB6449'EAST-NORTHEAST OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5834 ***********************************************************************
 AC5834  SACS        -  This is a Secondary Airport Control Station.
 AC5834  DESIGNATION -  5R5 A
 AC5834  PID         -  AC5834
 AC5834  STATE/COUNTY-  TX/WHARTON
 AC5834  USGS QUAD   -  PIERCE (1980)
 AC5834
 AC5834                         *CURRENT SURVEY CONTROL
 AC5834  ___________________________________________________________________
 AC5834* NAD 83(1993)-  29 14 54.75726(N)    096 09 01.24173(W)     ADJUSTED  
 AC5834* NAVD 88     -        29.11   (meters)      95.5    (feet)  GPS OBS   
 AC5834  ___________________________________________________________________
 AC5834  X           -    -596,696.361 (meters)                     COMP
 AC5834  Y           -  -5,537,375.438 (meters)                     COMP
 AC5834  Z           -   3,097,967.120 (meters)                     COMP
 AC5834  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AC5834  ELLIP HEIGHT-           1.85  (meters)          (01/31/01) GPS OBS
 AC5834  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AC5834
 AC5834  HORZ ORDER  -  FIRST
 AC5834  ELLP ORDER  -  FOURTH    CLASS II
 AC5834
 AC5834.This mark is at Wharton Muni (5R5) Airport (5R5)
 AC5834
 AC5834.The horizontal coordinates were established by GPS observations
 AC5834.and adjusted by the National Geodetic Survey in February 1997..
 AC5834
 AC5834.The orthometric height was determined by GPS observations and a
 AC5834.high-resolution geoid model.
 AC5834
 AC5834.GPS derived orthometric heights for airport stations designated as
 AC5834.PACS or SACS are published to 2 decimal places.  This maintains
 AC5834.centimeter relative accuracy between the PACS and SACS.  It does
 AC5834.not indicate centimeter accuracy relative to other marks which are
 AC5834.part of the NAVD 88 network.
 AC5834
 AC5834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5834
 AC5834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5834
 AC5834.The ellipsoidal height was determined by GPS observations
 AC5834.and is referenced to NAD 83.
 AC5834
 AC5834.The geoid height was determined by GEOID03.
 AC5834
 AC5834;                    North         East     Units Scale Factor Converg.
 AC5834;SPC TXSC     - 4,160,216.830   876,935.458   MT  0.99986437   +1 23 45.9
 AC5834;SPC TXSC     -13,648,978.05  2,877,079.08   sFT  0.99986437   +1 23 45.9
 AC5834;UTM  14      - 3,238,889.470   776,949.724   MT  1.00054657   +1 23 35.6
 AC5834
 AC5834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5834!SPC TXSC     -   0.99999971  x   0.99986437  =   0.99986408
 AC5834!UTM  14      -   0.99999971  x   1.00054657  =   1.00054628
 AC5834
 AC5834                          SUPERSEDED SURVEY CONTROL
 AC5834
 AC5834  ELLIP H (02/03/97)    2.00   (m)                       GP(       ) 4 2
 AC5834
 AC5834.Superseded values are not recommended for survey control.
 AC5834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5834.See file dsdata.txt to determine how the superseded data were derived.
 AC5834
 AC5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7695038889(NAD 83)
 AC5834_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5834_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC5834_SP_SET: HEAD WALL OF A CULVERT
 AC5834_STAMPING: 5R5 A 1994
 AC5834_MARK LOGO: NGS   
 AC5834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5834+STABILITY: SURFACE MOTION
 AC5834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5834+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 AC5834
 AC5834  HISTORY     - Date     Condition        Report By
 AC5834  HISTORY     - 1994     MONUMENTED       NGS
 AC5834  HISTORY     - 20040921 GOOD             INDIV
 AC5834
 AC5834                          STATION DESCRIPTION
 AC5834
 AC5834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AC5834'THE STATION IS LOCATED 5.0 MI (8.0 KM) SOUTHWEST OF WHARTON AT THE
 AC5834'WHARTON MUNICIPAL AIRPORT, AT THE SOUTHEAST END OF THE AIRPORT NEAR
 AC5834'RUNWAY END 32.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AC5834'59 AND FARM ROAD 961, 3.0 MI (4.8 KM) SOUTHWEST OF WHARTON, PROCEED
 AC5834'SOUTHWEST ON U.S.  HIGHWAY 59 FOR 1.9 MI (3.1 KM) TO AIRPORT ROAD ON
 AC5834'THE LEFT.  TURN LEFT (SOUTH) ONTO AIRPORT ROAD AND CONTINUE FOR 0.70
 AC5834'MI (1.13 KM) TO THE TERMINAL BUILDING.  TURN RIGHT (SOUTHWEST) AT THE
 AC5834'SOUTH SIDE OF THE TERMINAL BUILDING AND PROCEED 0.05 MI (0.08 KM)
 AC5834'SOUTHWEST ACROSS THE PARKING APRON TO THE PARALLEL TAXIWAY.  TURN LEFT
 AC5834'(SOUTHEAST) AND CONTINUE ON THE TAXIWAY FOR 0.75 MI (1.21 KM) TO THE
 AC5834'HOLD BAR AT RUNWAY END 32 AND THE STATION ON THE RIGHT IN THE HEAD
 AC5834'WALL OF A CULVERT.  THE STATION IS LOCATED 54.0 FT (16.5 M) WEST OF
 AC5834'THE CENTERLINE OF THE TAXIWAY AT THE HOLD BAR, 35.5 FT (10.8 M) WEST
 AC5834'OF A TAXIWAY LIGHT, 30.7 FT (9.4 M) EAST OF A TAXIWAY LIGHT, 15.0 FT
 AC5834'(4.6 M) NORTHWEST OF THE EDGE OF THE TAXIWAY, SET IN A DRILL HOLE AT
 AC5834'THE TOP-CENTER OF THE BULKHEAD FOR A PIPE CULVERT.  FOR ACCESS TO THE
 AC5834'AIRPORT, CONTACT MR.  ROBERT MILLER, CITY MANAGER, 101 WEST BURLESSON,
 AC5834'WHARTON, TEXAS 77488, PHONE (409) -532-2491.  DESCRIBED BY KERRY R.
 AC5834'KNOWLIN, NGS.
 AC5834
 AC5834                          STATION RECOVERY (2004)
 AC5834
 AC5834'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AC5834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7576 ***********************************************************************
 DF7576  PACS        -  This is a Primary Airport Control Station.
 DF7576  DESIGNATION -  5T5 A
 DF7576  PID         -  DF7576
 DF7576  STATE/COUNTY-  TX/HILL
 DF7576  USGS QUAD   -  HILLSBORO EAST (1978)
 DF7576
 DF7576                         *CURRENT SURVEY CONTROL
 DF7576  ___________________________________________________________________
 DF7576* NAD 83(1993)-  32 05 02.41525(N)    097 05 47.25634(W)     ADJUSTED  
 DF7576* NAVD 88     -       206.87   (meters)     678.7    (feet)  GPS OBS   
 DF7576  ___________________________________________________________________
 DF7576  X           -    -668,261.946 (meters)                     COMP
 DF7576  Y           -  -5,367,831.274 (meters)                     COMP
 DF7576  Z           -   3,368,422.919 (meters)                     COMP
 DF7576  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 DF7576  ELLIP HEIGHT-         179.83  (meters)          (09/02/03) GPS OBS
 DF7576  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DF7576
 DF7576  HORZ ORDER  -  B
 DF7576  ELLP ORDER  -  THIRD     CLASS I
 DF7576
 DF7576.This mark is at Hillboro Municipal Airport (5T5)
 DF7576
 DF7576.The horizontal coordinates were established by GPS observations
 DF7576.and adjusted by the National Geodetic Survey in September 2003..
 DF7576
 DF7576.The orthometric height was determined by GPS observations and a
 DF7576.high-resolution geoid model.
 DF7576
 DF7576.GPS derived orthometric heights for airport stations designated as
 DF7576.PACS or SACS are published to 2 decimal places.  This maintains
 DF7576.centimeter relative accuracy between the PACS and SACS.  It does
 DF7576.not indicate centimeter accuracy relative to other marks which are
 DF7576.part of the NAVD 88 network.
 DF7576
 DF7576.Photographs are available for this station.
 DF7576
 DF7576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7576
 DF7576.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7576
 DF7576.The ellipsoidal height was determined by GPS observations
 DF7576.and is referenced to NAD 83.
 DF7576
 DF7576.The geoid height was determined by GEOID03.
 DF7576
 DF7576;                    North         East     Units Scale Factor Converg.
 DF7576;SPC TXNC     - 2,047,165.330   732,501.751   MT  1.00001403   +0 45 55.7
 DF7576;SPC TXNC     - 6,716,408.25  2,403,216.16   sFT  1.00001403   +0 45 55.7
 DF7576;UTM  14      - 3,551,332.474   679,649.907   MT  0.99999803   +1 00 40.9
 DF7576
 DF7576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7576!SPC TXNC     -   0.99997176  x   1.00001403  =   0.99998579
 DF7576!UTM  14      -   0.99997176  x   0.99999803  =   0.99996979
 DF7576
 DF7576                          SUPERSEDED SURVEY CONTROL
 DF7576
 DF7576.No superseded survey control is available for this station.
 DF7576
 DF7576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7965051332(NAD 83)
 DF7576_MARKER: F = FLANGE-ENCASED ROD
 DF7576_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7576_STAMPING: 5T5 A 2003
 DF7576_MARK LOGO: NGS   
 DF7576_PROJECTION: FLUSH
 DF7576_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7576+SATELLITE: SATELLITE OBSERVATIONS - April 31, 2003
 DF7576_ROD/PIPE-DEPTH: 6.6  meters
 DF7576_SLEEVE-DEPTH  : 0.9 meters
 DF7576
 DF7576  HISTORY     - Date     Condition        Report By
 DF7576  HISTORY     - 1983     MONUMENTED       NGS
 DF7576  HISTORY     - 20030431 GOOD             NGS
 DF7576
 DF7576                          STATION DESCRIPTION
 DF7576
 DF7576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (AJL)
 DF7576'THE STATION IS LOCATED ON THE HILLSBORO MUNICIPAL AIRPORT, 5-MILES
 DF7576'NORTH OF HILLSBORO,
 DF7576'NEAR MID FIELD BETWEEN TWO CIRCLE SEGMENTS SOUTH OF THE WINDSOCK.
 DF7576'OWNERSHIP--CITY OF HILLSBORO, PO BOX 568 HILLSBORO, 76645, 254 582
 DF7576'3271.  AIRPORT PHONE
 DF7576'NUMBER--254 582 3731.
 DF7576'TO REACH THE STATION FROM THE JUNCTION OF I35 AND THE OVERPASS OF
 DF7576'STATE HIGHWAYS 22
 DF7576'AND 171 IN HILLSBORO.  GO 3.1 MILES NORTH ON I35, THEN CONTINUE NORTH
 DF7576'ON I35W (FORT
 DF7576'WORTH ROUTE) FOR 3.0 MILES TO EXIT 3 ON THE RIGHT,  GO NORTH ON THE
 DF7576'EXIT RAMP FOR 0.1 MILE
 DF7576'TO A TURN-BACK ROAD ON THE RIGHT, TURN AND GO SOUTHERLY 0.8 MILE ALONG
 DF7576'HCR 42383
 DF7576'TO AIRPORT BOULIVARD, TURN RIGHT, SOUTH, GO 0.5 MILE TO THE AIRPORT
 DF7576'OFFICE AND A FIELD
 DF7576'ENTRANCE GATE ON THE RIGHT,  NORTH,  PASS THRU THE GATE AND TURN
 DF7576'RIGHT, EAST, GO 0.2 MILE
 DF7576' EASTERLY ACROSS AN APRON AND THEN ALONG A TAXIWAY, CONTINUE ACROSS
 DF7576'THE RUNWAY TO
 DF7576'THE SOUTH SIDE OF THE WINDSOCK AND THE STATION ON THE LEFT.
 DF7576'THE STATION IS 33.6 M NORTHWEST OF A FENCE CORNER, 15.2 M SOUTH OF THE
 DF7576'WINDSOCK, 1.7 M
 DF7576'EAST OF THE NORTHEAST CORNER OF A CIRCLE SEGMENT, 1.7 M BELOW THE
 DF7576'LEVEL OF THE RUNWAY,
 DF7576'1.0 M WEST OF THE NORTHWEST CORNER OF A CIRCLE SEGMENT.  NOTE--ACCESS
 DF7576'TO THE DATUM
 DF7576'POINT IS THRU A 5-INCH LOGO CAP, SELEEVE DEPTH DOES NOT MEET CLASS A
 DF7576'SPECIFICATIONS.
 DF7576'THIS IS A PRIMARY AIRPORT CONTROL STATION, (PACS)
 DF7576'
 DF7576
 DF7576                          STATION RECOVERY (2003)
 DF7576
 DF7576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF7576'RECOVERED AS DESCRIBED.
 DF7576' 
 DF7576' 
 DF7576'
 DF7576'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5858 ***********************************************************************
 DF5858  SACS        -  This is a Secondary Airport Control Station.
 DF5858  DESIGNATION -  5T9 A
 DF5858  PID         -  DF5858
 DF5858  STATE/COUNTY-  TX/MAVERICK
 DF5858  USGS QUAD   -  QUEMADO SE (1974)
 DF5858
 DF5858                         *CURRENT SURVEY CONTROL
 DF5858  ___________________________________________________________________
 DF5858* NAD 83(1993)-  28 51 43.29067(N)    100 31 12.20538(W)     ADJUSTED  
 DF5858* NAVD 88     -       269.90   (meters)     885.5    (feet)  GPS OBS   
 DF5858  ___________________________________________________________________
 DF5858  X           -  -1,020,703.207 (meters)                     COMP
 DF5858  Y           -  -5,496,482.821 (meters)                     COMP
 DF5858  Z           -   3,060,636.563 (meters)                     COMP
 DF5858  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DF5858  ELLIP HEIGHT-         247.15  (meters)          (05/20/03) GPS OBS
 DF5858  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 DF5858
 DF5858  HORZ ORDER  -  FIRST
 DF5858  ELLP ORDER  -  FOURTH    CLASS II
 DF5858
 DF5858.This mark is at Maverick County Memorial Airport  (5T9)
 DF5858
 DF5858.The horizontal coordinates were established by GPS observations
 DF5858.and adjusted by the National Geodetic Survey in May 2003..
 DF5858
 DF5858.The orthometric height was determined by GPS observations and a
 DF5858.high-resolution geoid model.
 DF5858
 DF5858.GPS derived orthometric heights for airport stations designated as
 DF5858.PACS or SACS are published to 2 decimal places.  This maintains
 DF5858.centimeter relative accuracy between the PACS and SACS.  It does
 DF5858.not indicate centimeter accuracy relative to other marks which are
 DF5858.part of the NAVD 88 network.
 DF5858
 DF5858.Photographs are available for this station.
 DF5858
 DF5858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5858
 DF5858.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5858
 DF5858.The ellipsoidal height was determined by GPS observations
 DF5858.and is referenced to NAD 83.
 DF5858
 DF5858.The geoid height was determined by GEOID03.
 DF5858
 DF5858;                    North         East     Units Scale Factor Converg.
 DF5858;SPC TXSC     - 4,114,971.273   451,710.479   MT  0.99989706   -0 44 40.9
 DF5858;SPC TXSC     -13,500,534.92  1,481,986.80   sFT  0.99989706   -0 44 40.9
 DF5858;UTM  14      - 3,193,648.797   351,741.006   MT  0.99987126   -0 44 01.9
 DF5858
 DF5858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5858!SPC TXSC     -   0.99996118  x   0.99989706  =   0.99985825
 DF5858!UTM  14      -   0.99996118  x   0.99987126  =   0.99983245
 DF5858
 DF5858                          SUPERSEDED SURVEY CONTROL
 DF5858
 DF5858.No superseded survey control is available for this station.
 DF5858
 DF5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5174193649(NAD 83)
 DF5858_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5858_STAMPING: 5T9 A 2003
 DF5858_MARK LOGO: NGS   
 DF5858_PROJECTION: FLUSH
 DF5858_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5858+STABILITY: SURFACE MOTION
 DF5858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5858+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 DF5858
 DF5858  HISTORY     - Date     Condition        Report By
 DF5858  HISTORY     - 20030403 MONUMENTED       NGS
 DF5858
 DF5858                          STATION DESCRIPTION
 DF5858
 DF5858'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF5858'THE STATION IS LOCATED IN MAVERICK COUNTY, ABOUT 11 MILES NORTH OF
 DF5858'EAGLE PASS ON
 DF5858'THEMAVERICK COUNTY MEMORIAL INTERNATIONAL AIRPORT.  NEAR THE NORTHWEST
 DF5858'END OF THE
 DF5858'RUNWAY IN LINE WITH THE THRESHOLD LIGHTS.
 DF5858'OWNERSHIP--MAVERICK COUNTY MEMORIAL INTERNATIONAL AIRPORT, 500 QUARRY,
 DF5858'EAGLE PASS
 DF5858'TEXAS 78852.  MANAGER--LESLIE BEATTIE, PHONE-830-773-9636.
 DF5858'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 277 AND 57 IN
 DF5858'EAGLE PASS.  GO 10.5
 DF5858'MILES NORTHERLY ON HIGHWAY 277 TO AIRPORT ROAD, TURN RIGHT, NORTH, GO
 DF5858'1.3 MILES TO A
 DF5858'CROSS ROAD, TURN RIGHT, EAST, GO 0.1 MILE ALONG A FIELD ENTRANCE ROAD
 DF5858'TO A GATE,  PASS
 DF5858'THRU THE GATE AND GO 0.6 MILE EASTERLY CROSSING A RAMP AND THEN ALONG
 DF5858'A TAXIWAY TO THE
 DF5858'RUNWAY.  TURN LEFT, NORTHWEST, GO 0.5 MILE ALONG THE RUNWAY TO THE
 DF5858'THRESHOLD LIGHTS
 DF5858'AND THE STATION ON THE LEFT IN LINE WITH THE  LIGHTS.
 DF5858'THE STATION IS 68.1 M SOUTHWEST OF  THE RUNWAY CENTERLINE, 40.9 M
 DF5858'SOUTHWEST OF THE
 DF5858'SOUTHWEST THRESHOLD LIGHT, 1.3 M SOUTHEAST OF A WITNESS POST, 1.2 M
 DF5858'NORTHWEST OF A
 DF5858'WITNESS POST, 0.3 M BELOW THE LEVEL OF THE RUNWAY.
 DF5858'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION, (SACS).
 DF5858' 
 DF5858' 
 DF5858' 
 DF5858' 
 DF5858'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5857 ***********************************************************************
 DF5857  PACS        -  This is a Primary Airport Control Station.
 DF5857  DESIGNATION -  5T9 B
 DF5857  PID         -  DF5857
 DF5857  STATE/COUNTY-  TX/MAVERICK
 DF5857  USGS QUAD   -  QUEMADO SE (1974)
 DF5857
 DF5857                         *CURRENT SURVEY CONTROL
 DF5857  ___________________________________________________________________
 DF5857* NAD 83(1993)-  28 51 24.38367(N)    100 30 53.94978(W)     ADJUSTED  
 DF5857* NAVD 88     -       268.93   (meters)     882.3    (feet)  GPS OBS   
 DF5857  ___________________________________________________________________
 DF5857  X           -  -1,020,267.852 (meters)                     COMP
 DF5857  Y           -  -5,496,848.549 (meters)                     COMP
 DF5857  Z           -   3,060,126.276 (meters)                     COMP
 DF5857  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DF5857  ELLIP HEIGHT-         246.18  (meters)          (05/20/03) GPS OBS
 DF5857  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 DF5857
 DF5857  HORZ ORDER  -  B
 DF5857  ELLP ORDER  -  THIRD     CLASS I
 DF5857
 DF5857.This mark is at Maverick County Memorial Airport  (5T9)
 DF5857
 DF5857.The horizontal coordinates were established by GPS observations
 DF5857.and adjusted by the National Geodetic Survey in May 2003..
 DF5857
 DF5857.The orthometric height was determined by GPS observations and a
 DF5857.high-resolution geoid model.
 DF5857
 DF5857.GPS derived orthometric heights for airport stations designated as
 DF5857.PACS or SACS are published to 2 decimal places.  This maintains
 DF5857.centimeter relative accuracy between the PACS and SACS.  It does
 DF5857.not indicate centimeter accuracy relative to other marks which are
 DF5857.part of the NAVD 88 network.
 DF5857
 DF5857.Photographs are available for this station.
 DF5857
 DF5857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5857
 DF5857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5857
 DF5857.The ellipsoidal height was determined by GPS observations
 DF5857.and is referenced to NAD 83.
 DF5857
 DF5857.The geoid height was determined by GEOID03.
 DF5857
 DF5857;                    North         East     Units Scale Factor Converg.
 DF5857;SPC TXSC     - 4,114,382.871   452,197.615   MT  0.99989782   -0 44 32.0
 DF5857;SPC TXSC     -13,498,604.47  1,483,585.01   sFT  0.99989782   -0 44 32.0
 DF5857;UTM  14      - 3,193,060.504   352,228.239   MT  0.99986948   -0 43 52.7
 DF5857
 DF5857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5857!SPC TXSC     -   0.99996133  x   0.99989782  =   0.99985916
 DF5857!UTM  14      -   0.99996133  x   0.99986948  =   0.99983082
 DF5857
 DF5857                          SUPERSEDED SURVEY CONTROL
 DF5857
 DF5857.No superseded survey control is available for this station.
 DF5857
 DF5857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5222893061(NAD 83)
 DF5857_MARKER: F = FLANGE-ENCASED ROD
 DF5857_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF5857+WITH SETTING: INFORMATION.
 DF5857_STAMPING: 5T9 B 2003
 DF5857_MARK LOGO: NGS   
 DF5857_PROJECTION: FLUSH
 DF5857_MAGNETIC: I = MARKER IS A STEEL ROD
 DF5857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5857+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 DF5857_ROD/PIPE-DEPTH: 2.5  meters
 DF5857_SLEEVE-DEPTH  : 0.9 meters
 DF5857
 DF5857  HISTORY     - Date     Condition        Report By
 DF5857  HISTORY     - 20030403 MONUMENTED       NGS
 DF5857  HISTORY     - 20030403 GOOD             NGS
 DF5857
 DF5857                          STATION DESCRIPTION
 DF5857
 DF5857'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF5857'THE STATION IS LOCATED IN MAVERICK COUNTY, ABOUT 11 MILES NORTH OF
 DF5857'EAGLE PASS ON
 DF5857'THEMAVERICK COUNTY MEMORIAL INTERNATIONAL AIRPORT.  NEAR CENTER FIELD
 DF5857'NEXT TO A
 DF5857'CONCRETE CIRCLE SEGMENT AROUND THE WINDSOCK.
 DF5857'OWNERSHIP--MAVERICK COUNTY MEMORIAL INTERNATIONAL AIRPORT, 500 QUARRY,
 DF5857'EAGLE PASS
 DF5857'TEXAS 78852.  MANAGER--LESLIE BEATTIE, PHONE-830-773-9636.
 DF5857'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 277 AND 57 IN
 DF5857'EAGLE PASS.  GO 10.5
 DF5857'MILES NORTHERLY ON HIGHWAY 277 TO AIRPORT ROAD, TURN RIGHT, NORTH, GO
 DF5857'1.3 MILES TO A
 DF5857'CROSS ROAD, TURN RIGHT, EAST, GO 0.1 MILE ALONG A FIELD ENTRANCE ROAD
 DF5857'TO A GATE,  PASS
 DF5857'THRU THE GATE AND GO 0.6 MILE EASTERLY CROSSING A RAMP AND THEN ALONG
 DF5857'A TAXIWAY TO THE
 DF5857'RUNWAY.  TURN RIGHT, SOUTHEAST, GO 0.25 MILE ALONG THE RUNWAY TO A
 DF5857'TRACK ROAD LEADING
 DF5857'TO THE WIND SOCK, TURN RIGHT, SOUTHWEST, GO 0.1 MILE TOWARD THE
 DF5857'WINDSOCK AND THE
 DF5857'STATION AHEAD.
 DF5857'THE STATION IS 15.0 M NORTH OF THE WINDSOCK, 0.8 M SOUTHEAST OF AND
 DF5857'LEVEL WITH THE
 DF5857'EXTENDED CENTER OF THE TRACK ROAD, 0.4 M SOUTH OF A WITNESS POST AND
 DF5857'THE SOUTHEAST
 DF5857'CORNER OF A 4 X 8 CONCRETE SLAB OF A CIRCLE SEGMENT.
 DF5857'AND THE MONUMENT IS FLUSH WITH THE GROUND.  NOTE--ACESS TO THE DATUM
 DF5857'POINT IS THRU A
 DF5857'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
 DF5857'NOTE--THIS IS A PRIMARY AIRPORT CONTROL STATION.  (PACS)
 DF5857' 
 DF5857' 
 DF5857' 
 DF5857' 
 DF5857' 
 DF5857'
 DF5857
 DF5857                          STATION RECOVERY (2003)
 DF5857
 DF5857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF5857'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5859 ***********************************************************************
 DF5859  SACS        -  This is a Secondary Airport Control Station.
 DF5859  DESIGNATION -  5T9 C
 DF5859  PID         -  DF5859
 DF5859  STATE/COUNTY-  TX/MAVERICK
 DF5859  USGS QUAD   -  QUEMADO SE (1974)
 DF5859
 DF5859                         *CURRENT SURVEY CONTROL
 DF5859  ___________________________________________________________________
 DF5859* NAD 83(1993)-  28 51 04.08581(N)    100 30 28.05558(W)     ADJUSTED  
 DF5859* NAVD 88     -       268.19   (meters)     879.9    (feet)  GPS OBS   
 DF5859  ___________________________________________________________________
 DF5859  X           -  -1,019,632.657 (meters)                     COMP
 DF5859  Y           -  -5,497,272.465 (meters)                     COMP
 DF5859  Z           -   3,059,578.563 (meters)                     COMP
 DF5859  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DF5859  ELLIP HEIGHT-         245.43  (meters)          (05/20/03) GPS OBS
 DF5859  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 DF5859
 DF5859  HORZ ORDER  -  FIRST
 DF5859  ELLP ORDER  -  FOURTH    CLASS II
 DF5859
 DF5859.This mark is at Maverick County Memorial Airport  (5T9)
 DF5859
 DF5859.The horizontal coordinates were established by GPS observations
 DF5859.and adjusted by the National Geodetic Survey in May 2003..
 DF5859
 DF5859.The orthometric height was determined by GPS observations and a
 DF5859.high-resolution geoid model.
 DF5859
 DF5859.GPS derived orthometric heights for airport stations designated as
 DF5859.PACS or SACS are published to 2 decimal places.  This maintains
 DF5859.centimeter relative accuracy between the PACS and SACS.  It does
 DF5859.not indicate centimeter accuracy relative to other marks which are
 DF5859.part of the NAVD 88 network.
 DF5859
 DF5859.Photographs are available for this station.
 DF5859
 DF5859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5859
 DF5859.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5859
 DF5859.The ellipsoidal height was determined by GPS observations
 DF5859.and is referenced to NAD 83.
 DF5859
 DF5859.The geoid height was determined by GEOID03.
 DF5859
 DF5859;                    North         East     Units Scale Factor Converg.
 DF5859;SPC TXSC     - 4,113,749.007   452,891.254   MT  0.99989864   -0 44 19.3
 DF5859;SPC TXSC     -13,496,524.87  1,485,860.72   sFT  0.99989864   -0 44 19.3
 DF5859;UTM  14      - 3,192,426.791   352,921.980   MT  0.99986695   -0 43 39.7
 DF5859
 DF5859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5859!SPC TXSC     -   0.99996145  x   0.99989864  =   0.99986010
 DF5859!UTM  14      -   0.99996145  x   0.99986695  =   0.99982841
 DF5859
 DF5859                          SUPERSEDED SURVEY CONTROL
 DF5859
 DF5859.No superseded survey control is available for this station.
 DF5859
 DF5859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5292292427(NAD 83)
 DF5859_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5859_STAMPING: 5T9 C 2003
 DF5859_MARK LOGO: NGS   
 DF5859_PROJECTION: FLUSH
 DF5859_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5859+STABILITY: SURFACE MOTION
 DF5859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5859+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 DF5859
 DF5859  HISTORY     - Date     Condition        Report By
 DF5859  HISTORY     - 20030403 MONUMENTED       NGS
 DF5859
 DF5859                          STATION DESCRIPTION
 DF5859
 DF5859'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF5859'THE STATION IS LOCATED IN MAVERICK COUNTY, ABOUT 11 MILES NORTH OF
 DF5859'EAGLE PASS ON
 DF5859'THEMAVERICK COUNTY MEMORIAL INTERNATIONAL AIRPORT.  AT THE SOUTHEAST
 DF5859'END OF THE
 DF5859'RUNWAY, SOUTHEAST OF A TAXIWAY.
 DF5859'OWNERSHIP--MAVERICK COUNTY MEMORIAL INTERNATIONAL AIRPORT, 500 QUARRY,
 DF5859'EAGLE PASS
 DF5859'TEXAS 78852.  MANAGER--LESLIE BEATTIE, PHONE-830-773-9636.
 DF5859'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 277 AND 57 IN
 DF5859'EAGLE PASS.  GO 10.5
 DF5859'MILES NORTHERLY ON HIGHWAY 277 TO AIRPORT ROAD, TURN RIGHT, NORTH, GO
 DF5859'1.3 MILES TO A
 DF5859'CROSS ROAD, TURN RIGHT, EAST, GO 0.1 MILE ALONG A FIELD ENTRANCE ROAD
 DF5859'TO A GATE,  PASS
 DF5859'THRU THE GATE AND GO 0.6 MILE EASTERLY CROSSING A RAMP AND THEN ALONG
 DF5859'A TAXIWAY TO THE
 DF5859'RUNWAY.  TURN RIGHT, SOUTHEAST, GO 0.8 MILE ALONG THE RUNWAY TO ITS
 DF5859'END WITH A TAXIWAY
 DF5859'TO THE RIGHT AND THE STATION AHEAD ON THE RIGHT.
 DF5859'THE STATION IS 75.0 M SOUTHWEST OF THE EXTENDED CENTERLINE OF THE
 DF5859'RUNWAY, 69.6 M SOUTH
 DF5859'OF THE SOUTH THRESHOLD LIGHT, 30.3 M EAST OF THE TAXI CENTERLINE, 1.0
 DF5859'M NORTHEAST OF A
 DF5859'WITNESS POST, 1.0 M SOUTHWEST OF A WITNESS POST, 0.3 M BELOW THE LEVEL
 DF5859'OF THE TAXIWAY,
 DF5859'AND THE MONUMENT IS FLUSH WITH THE GROUND.
 DF5859'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION.  (SACS)
 DF5859' 
 DF5859' 
 DF5859' 
 DF5859'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0217 ***********************************************************************
 CE0217  DESIGNATION -  6
 CE0217  PID         -  CE0217
 CE0217  STATE/COUNTY-  TX/EL PASO
 CE0217  USGS QUAD   -  SMELTERTOWN (1994)
 CE0217
 CE0217                         *CURRENT SURVEY CONTROL
 CE0217  ___________________________________________________________________
 CE0217* NAD 83(1986)-  31 51 57.     (N)    106 35 15.     (W)     SCALED    
 CE0217* NAVD 88     -      1145.912  (meters)    3759.55   (feet)  POSTED    
 CE0217  ___________________________________________________________________
 CE0217  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0217  DYNAMIC HT  -        1144.210 (meters)    3753.96  (feet)  COMP
 CE0217  MODELED GRAV-     979,113.2   (mgal)                       NAVD 88
 CE0217
 CE0217  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0217
 CE0217.The horizontal coordinates were scaled from a topographic map and have
 CE0217.an estimated accuracy of +/- 6 seconds.
 CE0217
 CE0217.The orthometric height was determined by differential leveling
 CE0217.and adjusted by the National Geodetic Survey in 1992..
 CE0217.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0217.rate of 0.0 thru 1.0 mm/km.
 CE0217
 CE0217.The geoid height was determined by GEOID03.
 CE0217
 CE0217.The dynamic height is computed by dividing the NAVD 88
 CE0217.geopotential number by the normal gravity value computed on the
 CE0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0217.degrees latitude (g = 980.6199 gals.).
 CE0217
 CE0217.The modeled gravity was interpolated from observed gravity values.
 CE0217
 CE0217;                    North         East    Units  Estimated Accuracy
 CE0217;SPC TX C     - 3,260,430.      108,480.      MT  (+/- 180 meters Scaled)
 CE0217
 CE0217                          SUPERSEDED SURVEY CONTROL
 CE0217
 CE0217  NGVD 29 (??/??/92) 1145.389  (m)         3757.83   (f) ADJ UNCH    1 2
 CE0217
 CE0217.Superseded values are not recommended for survey control.
 CE0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0217.See file dsdata.txt to determine how the superseded data were derived.
 CE0217
 CE0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR498266(NAD 83)
 CE0217_MARKER: DB = BENCH MARK DISK
 CE0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0217_STAMPING: ELEV 3758 FT 6
 CE0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0217+STABILITY: SURFACE MOTION
 CE0217
 CE0217  HISTORY     - Date     Condition        Report By
 CE0217  HISTORY     - UNK      MONUMENTED       NMTXBC
 CE0217  HISTORY     - 1952     GOOD             NGS
 CE0217  HISTORY     - 1954     GOOD             NGS
 CE0217  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0217
 CE0217                          STATION DESCRIPTION
 CE0217
 CE0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0217'3.5 MI SE FROM CANUTILLO.
 CE0217'3.5 MILES SOUTH ALONG U.S. HIGHWAYS 80 AND 85 FROM THE POST OFFICE AT
 CE0217'CANUTILLO, 49.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE ATCHISON,
 CE0217'TOPEKA AND SANTA FE RAILROAD, 35 FEET SOUTHWEST OF THE CENTER LINE OF
 CE0217'THE HIGHWAY, 15.4 FEET NORTHEAST OF THE NORTH CORNER OF A SMALL
 CE0217'TELEPHONE BUILDING, 14.5 FEET NORTH OF A TELEPHONE POLE, SET IN THE
 CE0217'TOP OF A CONCRETE POST WHICH PROJECTS 1.9 FEET ABOVE THE GROUND.
 CE0217
 CE0217                          STATION RECOVERY (1954)
 CE0217
 CE0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0217'RECOVERED IN GOOD CONDITION.
 CE0217
 CE0217                          STATION RECOVERY (1981)
 CE0217
 CE0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0723 ***********************************************************************
 CD0723  DESIGNATION -  6
 CD0723  PID         -  CD0723
 CD0723  STATE/COUNTY-  TX/CULBERSON
 CD0723  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0723
 CD0723                         *CURRENT SURVEY CONTROL
 CD0723  ___________________________________________________________________
 CD0723* NAD 83(1986)-  31 53 40.     (N)    104 47 50.     (W)     SCALED    
 CD0723* NAVD 88     -      1655.337  (meters)    5430.88   (feet)  ADJUSTED  
 CD0723  ___________________________________________________________________
 CD0723  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 CD0723  DYNAMIC HT  -        1652.730 (meters)    5422.33  (feet)  COMP
 CD0723  MODELED GRAV-     979,005.2   (mgal)                       NAVD 88
 CD0723
 CD0723  VERT ORDER  -  FIRST     CLASS I
 CD0723
 CD0723.The horizontal coordinates were scaled from a topographic map and have
 CD0723.an estimated accuracy of +/- 6 seconds.
 CD0723
 CD0723.The orthometric height was determined by differential leveling
 CD0723.and adjusted by the National Geodetic Survey in June 1991..
 CD0723
 CD0723.The geoid height was determined by GEOID03.
 CD0723
 CD0723.The dynamic height is computed by dividing the NAVD 88
 CD0723.geopotential number by the normal gravity value computed on the
 CD0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0723.degrees latitude (g = 980.6199 gals.).
 CD0723
 CD0723.The modeled gravity was interpolated from observed gravity values.
 CD0723
 CD0723;                    North         East    Units  Estimated Accuracy
 CD0723;SPC TX C     - 3,255,440.      277,820.      MT  (+/- 180 meters Scaled)
 CD0723
 CD0723                          SUPERSEDED SURVEY CONTROL
 CD0723
 CD0723  NGVD 29 (??/??/92) 1654.695  (m)         5428.78   (f) ADJ UNCH    1 1
 CD0723
 CD0723.Superseded values are not recommended for survey control.
 CD0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0723.See file dsdata.txt to determine how the superseded data were derived.
 CD0723
 CD0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER191287(NAD 83)
 CD0723_MARKER: DB = BENCH MARK DISK
 CD0723_SETTING: 80 = SET IN A BOULDER
 CD0723_SP_SET: BOULDER
 CD0723_STAMPING: 6 1972
 CD0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0723+STABILITY: SURFACE MOTION
 CD0723
 CD0723  HISTORY     - Date     Condition        Report By
 CD0723  HISTORY     - 1972     MONUMENTED       NPS
 CD0723  HISTORY     - 1977     GOOD             NGS
 CD0723
 CD0723                          STATION DESCRIPTION
 CD0723
 CD0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0723'1.15 MI EAST FROM PINE SPRINGS.
 CD0723'0.15 MILE EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0723'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.0 MILE
 CD0723'EAST, THROUGH A STEEL GATE, ALONG A ROCKY ROAD (OLD HIGHWAY 62),
 CD0723'AT THE JUNCTION OF A ROAD LEADING NORTHWEST TO FRIJOLE AND THE
 CD0723'PRESENT U.S. HIGHWAY 62 AND 180, SET IN TOP OF AN EMBEDDED
 CD0723'BOULDER, 34.5 FT. SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CD0723'23 FT. SOUTHWEST OF THE EXTENDED CENTER LINE OF THE ROAD
 CD0723'LEADING NORTHWEST, 122.5 FT. NORTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1995 ***********************************************************************
 BY1995  DESIGNATION -  6
 BY1995  PID         -  BY1995
 BY1995  STATE/COUNTY-  TX/HOUSTON
 BY1995  USGS QUAD   -  SAND RIDGE (1972)
 BY1995
 BY1995                         *CURRENT SURVEY CONTROL
 BY1995  ___________________________________________________________________
 BY1995* NAD 83(1986)-  31 06 25.     (N)    095 39 10.     (W)     SCALED    
 BY1995* NAVD 88     -        49.03   (+/-2cm)     160.9    (feet)  VERTCON   
 BY1995  ___________________________________________________________________
 BY1995  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY1995
 BY1995  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1995
 BY1995.The horizontal coordinates were scaled from a topographic map and have
 BY1995.an estimated accuracy of +/- 6 seconds.
 BY1995
 BY1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1995.The vertical order pertains to the NGVD 29 superseded value.
 BY1995
 BY1995.The geoid height was determined by GEOID03.
 BY1995
 BY1995;                    North         East    Units  Estimated Accuracy
 BY1995;SPC TX C     - 3,169,050.    1,146,330.      MT  (+/- 180 meters Scaled)
 BY1995
 BY1995                          SUPERSEDED SURVEY CONTROL
 BY1995
 BY1995  NGVD 29 (??/??/92)   49.04   (m)          160.9    (f) COMPUTED    2 0
 BY1995
 BY1995.Superseded values are not recommended for survey control.
 BY1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1995.See file dsdata.txt to determine how the superseded data were derived.
 BY1995
 BY1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ469444(NAD 83)
 BY1995_MARKER: DB = BENCH MARK DISK
 BY1995_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY1995_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY1995_STAMPING: NO. 6 161.57
 BY1995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1995
 BY1995  HISTORY     - Date     Condition        Report By
 BY1995  HISTORY     - UNK      MONUMENTED       TXRD
 BY1995  HISTORY     - 1947     GOOD             NGS
 BY1995
 BY1995                          STATION DESCRIPTION
 BY1995
 BY1995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1995'2.3 MI E FROM SAND RIDGE.
 BY1995'2.3 MILES EAST ALONG A DIRT ROAD FROM THE MURRAY FARMS HEADQUARTERS
 BY1995'NO. 1 AT SAND RIDGE, 1.3 MILE EAST OF MURRAY FARMS HEADQUARTERS NO. 3,
 BY1995'ON THE EAST BANK OF CANEY BAYOU (LOCALLY KNOWN AS BIG CREEK), 45.0
 BY1995'FEET EAST OF THE EAST END OF A STEEL BRIDGE OVER CANEY BAYOU, 24.0
 BY1995'FEET SOUTHWEST OF A TRIANGULAR BLAZE ON A 2 1/2-FOOT HACKBERRY TREE,
 BY1995'2.5 FEET NORTH OF A POINT IN LINE WITH THE SOUTH SIDE OF THE STEEL
 BY1995'BRIDGE, 1.5 FOOT WEST OF A REFERENCE POST, A STATE OF TEXAS
 BY1995'RECLAMATION DEPARTMENT BRONZE DISK SET IN A 12-INCH TILE PIPE FILLED
 BY1995'WITH CONCRETE, ABOUT 3 FEET ABOVE THE ROAD AND ABOUT 0.3 FOOT BELOW
 BY1995'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0820 ***********************************************************************
 CR0820  DESIGNATION -  6
 CR0820  PID         -  CR0820
 CR0820  STATE/COUNTY-  TX/WOOD
 CR0820  USGS QUAD   -  ALBA (1981)
 CR0820
 CR0820                         *CURRENT SURVEY CONTROL
 CR0820  ___________________________________________________________________
 CR0820* NAD 83(1986)-  32 46 56.     (N)    095 37 40.     (W)     SCALED    
 CR0820* NAVD 88     -       130.594  (meters)     428.46   (feet)  ADJUSTED  
 CR0820  ___________________________________________________________________
 CR0820  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR0820  DYNAMIC HT  -         130.447 (meters)     427.97  (feet)  COMP
 CR0820  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 CR0820
 CR0820  VERT ORDER  -  FIRST     CLASS II
 CR0820
 CR0820.The horizontal coordinates were scaled from a topographic map and have
 CR0820.an estimated accuracy of +/- 6 seconds.
 CR0820
 CR0820.The orthometric height was determined by differential leveling
 CR0820.and adjusted by the National Geodetic Survey in June 1991..
 CR0820
 CR0820.The geoid height was determined by GEOID03.
 CR0820
 CR0820.The dynamic height is computed by dividing the NAVD 88
 CR0820.geopotential number by the normal gravity value computed on the
 CR0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0820.degrees latitude (g = 980.6199 gals.).
 CR0820
 CR0820.The modeled gravity was interpolated from observed gravity values.
 CR0820
 CR0820;                    North         East    Units  Estimated Accuracy
 CR0820;SPC TXNC     - 2,127,380.      869,010.      MT  (+/- 180 meters Scaled)
 CR0820
 CR0820                          SUPERSEDED SURVEY CONTROL
 CR0820
 CR0820  NGVD 29 (??/??/92)  130.615  (m)          428.53   (f) ADJ UNCH    1 2
 CR0820
 CR0820.Superseded values are not recommended for survey control.
 CR0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0820.See file dsdata.txt to determine how the superseded data were derived.
 CR0820
 CR0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS538302(NAD 83)
 CR0820_MARKER: B = BOLT
 CR0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0820_SP_SET: CULVERT
 CR0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0820
 CR0820  HISTORY     - Date     Condition        Report By
 CR0820  HISTORY     - UNK      MONUMENTED       MKTRR
 CR0820  HISTORY     - 1959     GOOD             NGS
 CR0820  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0820  HISTORY     - 20040605 GOOD             USPSQD
 CR0820
 CR0820                          STATION DESCRIPTION
 CR0820
 CR0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0820'0.85 MI SE FROM ALBA.
 CR0820'ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE
 CR0820'AT ALBA, THENCE ABOUT 0.2 MILE SOUTH ALONG FARM ROAD 17, THENCE ABOUT
 CR0820'0.1 MILE SOUTHEAST ALONG THE ABANDONED RAILROAD GRADE, 27 FEET
 CR0820'SOUTHWEST OF THE CENTER LINE OF THE RAILROAD GRADE, IN THE TOP OF THE
 CR0820'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A CULVERT, 14
 CR0820'FEET NORTH OF TELEPHONE POLE 1330, AND ABOUT 7 FEET BELOW THE LEVEL OF
 CR0820'THE RAILROAD GRADE.
 CR0820
 CR0820                          STATION RECOVERY (1995)
 CR0820
 CR0820'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0820'MARK NOT FOUND.
 CR0820
 CR0820                          STATION RECOVERY (2004)
 CR0820
 CR0820'RECOVERY NOTE BY US POWER SQUADRON 2004 (TJ)
 CR0820'ALTHOUGH THE MARKER WAS FOUND, LOCAL RESIDENT ADVISED THAT THIS AREA
 CR0820'WILL BE UNDER 6 FEET OF WATER IN THE NEAR FUTURE, DUE TO CONSTRUCTION
 CR0820'AND WATER CONTAINMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0847 ***********************************************************************
 FL0847  DESIGNATION -  6
 FL0847  PID         -  FL0847
 FL0847  STATE/COUNTY-  TX/CARSON
 FL0847  USGS QUAD   -  SKELLYTOWN (1978)
 FL0847
 FL0847                         *CURRENT SURVEY CONTROL
 FL0847  ___________________________________________________________________
 FL0847* NAD 83(1986)-  35 30 50.     (N)    101 10 34.     (W)     SCALED    
 FL0847* NAVD 88     -      1017.849  (meters)    3339.39   (feet)  ADJUSTED  
 FL0847  ___________________________________________________________________
 FL0847  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0847  DYNAMIC HT  -        1016.716 (meters)    3335.68  (feet)  COMP
 FL0847  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 FL0847
 FL0847  VERT ORDER  -  SECOND    CLASS 0
 FL0847
 FL0847.The horizontal coordinates were scaled from a topographic map and have
 FL0847.an estimated accuracy of +/- 6 seconds.
 FL0847
 FL0847.The orthometric height was determined by differential leveling
 FL0847.and adjusted by the National Geodetic Survey in June 1991..
 FL0847
 FL0847.The geoid height was determined by GEOID03.
 FL0847
 FL0847.The dynamic height is computed by dividing the NAVD 88
 FL0847.geopotential number by the normal gravity value computed on the
 FL0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0847.degrees latitude (g = 980.6199 gals.).
 FL0847
 FL0847.The modeled gravity was interpolated from observed gravity values.
 FL0847
 FL0847;                    North         East    Units  Estimated Accuracy
 FL0847;SPC TX N     - 1,167,990.      229,380.      MT  (+/- 180 meters Scaled)
 FL0847
 FL0847                          SUPERSEDED SURVEY CONTROL
 FL0847
 FL0847  NGVD 29 (??/??/92) 1017.414  (m)         3337.97   (f) ADJ UNCH    2 0
 FL0847
 FL0847.Superseded values are not recommended for survey control.
 FL0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0847.See file dsdata.txt to determine how the superseded data were derived.
 FL0847
 FL0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE026322(NAD 83)
 FL0847_MARKER: B = BOLT
 FL0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0847+STABILITY: SURFACE MOTION
 FL0847
 FL0847  HISTORY     - Date     Condition        Report By
 FL0847  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0847  HISTORY     - 1963     GOOD             NGS
 FL0847
 FL0847                          STATION DESCRIPTION
 FL0847
 FL0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FL0847'4.1 MI S FROM SKELLYTOWN.
 FL0847'4.1 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0847'STATION AT SKELLYTOWN, CARSON COUNTY, 6.0 MILES NORTH OF THE WHITE
 FL0847'DEER STATION, 81.4 FEET EAST OF MILEPOST 6, 69 FEET EAST OF THE EAST
 FL0847'RAIL, AND 3.2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A 1-1/8-INCH
 FL0847'SQUARE HEAD BOLT, SET IN THE TOP OF A 5-INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0650 ***********************************************************************
 FL0650  DESIGNATION -  6
 FL0650  PID         -  FL0650
 FL0650  STATE/COUNTY-  TX/GRAY
 FL0650  USGS QUAD   -  HOOVER (1967)
 FL0650
 FL0650                         *CURRENT SURVEY CONTROL
 FL0650  ___________________________________________________________________
 FL0650* NAD 83(1986)-  35 32 56.     (N)    100 51 05.     (W)     SCALED    
 FL0650* NAVD 88     -       972.796  (meters)    3191.58   (feet)  ADJUSTED  
 FL0650  ___________________________________________________________________
 FL0650  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0650  DYNAMIC HT  -         971.727 (meters)    3188.07  (feet)  COMP
 FL0650  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 FL0650
 FL0650  VERT ORDER  -  SECOND    CLASS 0
 FL0650
 FL0650.The horizontal coordinates were scaled from a topographic map and have
 FL0650.an estimated accuracy of +/- 6 seconds.
 FL0650
 FL0650.The orthometric height was determined by differential leveling
 FL0650.and adjusted by the National Geodetic Survey in June 1991..
 FL0650
 FL0650.The geoid height was determined by GEOID03.
 FL0650
 FL0650.The dynamic height is computed by dividing the NAVD 88
 FL0650.geopotential number by the normal gravity value computed on the
 FL0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0650.degrees latitude (g = 980.6199 gals.).
 FL0650
 FL0650.The modeled gravity was interpolated from observed gravity values.
 FL0650
 FL0650;                    North         East    Units  Estimated Accuracy
 FL0650;SPC TX N     - 1,172,020.      258,810.      MT  (+/- 180 meters Scaled)
 FL0650
 FL0650                          SUPERSEDED SURVEY CONTROL
 FL0650
 FL0650  NGVD 29 (??/??/92)  972.384  (m)         3190.23   (f) ADJ UNCH    2 0
 FL0650
 FL0650.Superseded values are not recommended for survey control.
 FL0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0650.See file dsdata.txt to determine how the superseded data were derived.
 FL0650
 FL0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE321354(NAD 83)
 FL0650_MARKER: B = BOLT
 FL0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0650+STABILITY: SURFACE MOTION
 FL0650
 FL0650  HISTORY     - Date     Condition        Report By
 FL0650  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0650  HISTORY     - 1935     GOOD             NGS
 FL0650
 FL0650                          STATION DESCRIPTION
 FL0650
 FL0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0650'6.0 MI E FROM PAMPA.
 FL0650'6.0 MILES EAST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND
 FL0650'S.F. RAILROAD BETWEEN PAMPA AND LAKETON, AT MILE POST NO. 6.  123.4
 FL0650'FEET SOUTHWEST OF MILE POST 6, 42.3 FEET SOUTH OF SOUTH RAIL, AND 2.2
 FL0650'FEET NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1143 ***********************************************************************
 FL1143  DESIGNATION -  6
 FL1143  PID         -  FL1143
 FL1143  STATE/COUNTY-  TX/POTTER
 FL1143  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1143
 FL1143                         *CURRENT SURVEY CONTROL
 FL1143  ___________________________________________________________________
 FL1143* NAD 83(1986)-  35 17 03.     (N)    101 48 29.     (W)     SCALED    
 FL1143* NAVD 88     -      1058.770  (meters)    3473.65   (feet)  ADJUSTED  
 FL1143  ___________________________________________________________________
 FL1143  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL1143  DYNAMIC HT  -        1057.520 (meters)    3469.55  (feet)  COMP
 FL1143  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 FL1143
 FL1143  VERT ORDER  -  SECOND    CLASS 0
 FL1143
 FL1143.The horizontal coordinates were scaled from a topographic map and have
 FL1143.an estimated accuracy of +/- 6 seconds.
 FL1143
 FL1143.The orthometric height was determined by differential leveling
 FL1143.and adjusted by the National Geodetic Survey in June 1991..
 FL1143
 FL1143.The geoid height was determined by GEOID03.
 FL1143
 FL1143.The dynamic height is computed by dividing the NAVD 88
 FL1143.geopotential number by the normal gravity value computed on the
 FL1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1143.degrees latitude (g = 980.6199 gals.).
 FL1143
 FL1143.The modeled gravity was interpolated from observed gravity values.
 FL1143
 FL1143;                    North         East    Units  Estimated Accuracy
 FL1143;SPC TX N     - 1,142,510.      171,980.      MT  (+/- 180 meters Scaled)
 FL1143
 FL1143                          SUPERSEDED SURVEY CONTROL
 FL1143
 FL1143  NGVD 29 (??/??/92) 1058.261  (m)         3471.98   (f) ADJ UNCH    2 0
 FL1143
 FL1143.Superseded values are not recommended for survey control.
 FL1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1143.See file dsdata.txt to determine how the superseded data were derived.
 FL1143
 FL1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE446081(NAD 83)
 FL1143_MARKER: B = BOLT
 FL1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1143+STABILITY: SURFACE MOTION
 FL1143
 FL1143  HISTORY     - Date     Condition        Report By
 FL1143  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1143  HISTORY     - 1934     GOOD             NGS
 FL1143
 FL1143                          STATION DESCRIPTION
 FL1143
 FL1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1143'7.3 MI N FROM AMARILLO.
 FL1143'7.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1143'AMARILLO, POTTER COUNTY, OPPOSITE MILEPOST 6, 73 FEET EAST OF THE
 FL1143'CENTER LINE OF THE TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 FL1143'AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0945 ***********************************************************************
 BZ0945  DESIGNATION -  6 1/2
 BZ0945  PID         -  BZ0945
 BZ0945  STATE/COUNTY-  TX/BELL
 BZ0945  USGS QUAD   -  FORT HOOD (1995)
 BZ0945
 BZ0945                         *CURRENT SURVEY CONTROL
 BZ0945  ___________________________________________________________________
 BZ0945* NAD 83(1986)-  31 08 39.     (N)    097 46 31.     (W)     SCALED    
 BZ0945* NAVD 88     -       291.654  (meters)     956.87   (feet)  ADJUSTED  
 BZ0945  ___________________________________________________________________
 BZ0945  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BZ0945  DYNAMIC HT  -         291.264 (meters)     955.59  (feet)  COMP
 BZ0945  MODELED GRAV-     979,297.1   (mgal)                       NAVD 88
 BZ0945
 BZ0945  VERT ORDER  -  FIRST     CLASS II
 BZ0945
 BZ0945.The horizontal coordinates were scaled from a topographic map and have
 BZ0945.an estimated accuracy of +/- 6 seconds.
 BZ0945
 BZ0945.The orthometric height was determined by differential leveling
 BZ0945.and adjusted by the National Geodetic Survey in June 1991..
 BZ0945
 BZ0945.The geoid height was determined by GEOID03.
 BZ0945
 BZ0945.The dynamic height is computed by dividing the NAVD 88
 BZ0945.geopotential number by the normal gravity value computed on the
 BZ0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0945.degrees latitude (g = 980.6199 gals.).
 BZ0945
 BZ0945.The modeled gravity was interpolated from observed gravity values.
 BZ0945
 BZ0945;                    North         East    Units  Estimated Accuracy
 BZ0945;SPC TX C     - 3,166,590.      943,890.      MT  (+/- 180 meters Scaled)
 BZ0945
 BZ0945                          SUPERSEDED SURVEY CONTROL
 BZ0945
 BZ0945  NGVD 29 (??/??/92)  291.571  (m)          956.60   (f) ADJ UNCH    1 2
 BZ0945
 BZ0945.Superseded values are not recommended for survey control.
 BZ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0945.See file dsdata.txt to determine how the superseded data were derived.
 BZ0945
 BZ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV167462(NAD 83)
 BZ0945_MARKER: DB = BENCH MARK DISK
 BZ0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0945+STABILITY: SURFACE MOTION
 BZ0945
 BZ0945  HISTORY     - Date     Condition        Report By
 BZ0945  HISTORY     - UNK      MONUMENTED       CGS
 BZ0945  HISTORY     - 1957     GOOD             DOD
 BZ0945  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0945
 BZ0945                          STATION DESCRIPTION
 BZ0945
 BZ0945'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0945'5.9 MI NW FROM KILLEEN.
 BZ0945'5.9 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 0.3 MILE WEST ALONG THE
 BZ0945'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.7 MILE NORTH
 BZ0945'ALONG COLLEGE STREET, 0.1 MILE WEST ALONG DEAN STREET, 0.3 MILE NORTH
 BZ0945'ALONG GARTH STREET, 0.8 MILE NORTH ALONG THE AIRPORT ROAD, 1.1 MILES
 BZ0945'SOUTHWEST ALONG PARK AVENUE, 0.25 MILE SOUTH ALONG TWENTIETH STREET,
 BZ0945'1.0 MILE WEST ALONG BATTALION AVENUE, 0.2 MILE NORTH ALONG
 BZ0945'THIRTY-SEVENTH STREET, 1.2 MILES WEST ALONG CENTRAL AVENUE, ON THE
 BZ0945'FORT HOOD MILITARY RESERVATION, AT THE JUNCTION OF SIXTIETH STREET, 76
 BZ0945'FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 43 FEET NORTH OF THE
 BZ0945'CENTERLINE OF CENTRAL AVENUE, 5.4 FEET WEST OF A FENCE CORNER, AND SET
 BZ0945'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 BZ0945
 BZ0945                          STATION RECOVERY (2001)
 BZ0945
 BZ0945'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0773 ***********************************************************************
 CT0773  DESIGNATION -  6 ACOE
 CT0773  PID         -  CT0773
 CT0773  STATE/COUNTY-  TX/JONES
 CT0773  USGS QUAD   -  HAMBY (1987)
 CT0773
 CT0773                         *CURRENT SURVEY CONTROL
 CT0773  ___________________________________________________________________
 CT0773* NAD 83(1986)-  32 36 10.     (N)    099 39 17.     (W)     SCALED    
 CT0773* NAVD 88     -       515.237  (meters)    1690.41   (feet)  ADJUSTED  
 CT0773  ___________________________________________________________________
 CT0773  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CT0773  DYNAMIC HT  -         514.573 (meters)    1688.23  (feet)  COMP
 CT0773  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 CT0773
 CT0773  VERT ORDER  -  SECOND    CLASS 0
 CT0773
 CT0773.The horizontal coordinates were scaled from a topographic map and have
 CT0773.an estimated accuracy of +/- 6 seconds.
 CT0773
 CT0773.The orthometric height was determined by differential leveling
 CT0773.and adjusted by the National Geodetic Survey in June 1991..
 CT0773
 CT0773.The geoid height was determined by GEOID03.
 CT0773
 CT0773.The dynamic height is computed by dividing the NAVD 88
 CT0773.geopotential number by the normal gravity value computed on the
 CT0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0773.degrees latitude (g = 980.6199 gals.).
 CT0773
 CT0773.The modeled gravity was interpolated from observed gravity values.
 CT0773
 CT0773;                    North         East    Units  Estimated Accuracy
 CT0773;SPC TXNC     - 2,104,400.      491,620.      MT  (+/- 180 meters Scaled)
 CT0773
 CT0773                          SUPERSEDED SURVEY CONTROL
 CT0773
 CT0773  NGVD 29 (??/??/92)  515.10   (m)         1690.0    (f) COMPUTED    2 0
 CT0773
 CT0773.Superseded values are not recommended for survey control.
 CT0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0773.See file dsdata.txt to determine how the superseded data were derived.
 CT0773
 CT0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB385074(NAD 83)
 CT0773_MARKER: DD = SURVEY DISK
 CT0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0773_STAMPING: NO 6 FT PHANTON HILL A 1959
 CT0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0773+STABILITY: SURFACE MOTION
 CT0773
 CT0773  HISTORY     - Date     Condition        Report By
 CT0773  HISTORY     - 1959     MONUMENTED       DOD
 CT0773  HISTORY     - 1961     GOOD             NGS
 CT0773  HISTORY     - 20011013 GOOD             USPSQD
 CT0773
 CT0773                          STATION DESCRIPTION
 CT0773
 CT0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0773'13.05 MI NW FROM ELMDALE.
 CT0773'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0773'1.45 MILES WEST ALONG A PAVED ROAD, THENCE 5.7 MILES NORTH ALONG FARM
 CT0773'ROAD 1082, 62 FEET NORTH OF THE CENTER OF A DRIVEWAY, 42 FEET WEST OF
 CT0773'THE CENTER LINE OF FARM ROAD 1082, 22.8 FEET SOUTH OF A FENCE CORNER,
 CT0773'8 FEET NORTHWEST OF A TELEPHONE POLE, 1.9 FEET SOUTHWEST OF A WHITE
 CT0773'WOODEN WITNESS POST, LEVEL WITH THE ROAD, SET IN TOP OF A SQUARE
 CT0773'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 CT0773
 CT0773                          STATION RECOVERY (2001)
 CT0773
 CT0773'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0118 ***********************************************************************
 CC0118  DESIGNATION -  6 ARD USGS
 CC0118  PID         -  CC0118
 CC0118  STATE/COUNTY-  TX/MIDLAND
 CC0118  USGS QUAD   -  BRYANT RANCH (1974)
 CC0118
 CC0118                         *CURRENT SURVEY CONTROL
 CC0118  ___________________________________________________________________
 CC0118* NAD 83(1986)-  31 47 08.     (N)    102 01 35.     (W)     SCALED    
 CC0118* NAVD 88     -       828.978  (meters)    2719.74   (feet)  ADJUSTED  
 CC0118  ___________________________________________________________________
 CC0118  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CC0118  DYNAMIC HT  -         827.806 (meters)    2715.89  (feet)  COMP
 CC0118  MODELED GRAV-     979,198.1   (mgal)                       NAVD 88
 CC0118
 CC0118  VERT ORDER  -  SECOND    CLASS 0
 CC0118
 CC0118.The horizontal coordinates were scaled from a topographic map and have
 CC0118.an estimated accuracy of +/- 6 seconds.
 CC0118
 CC0118.The orthometric height was determined by differential leveling
 CC0118.and adjusted by the National Geodetic Survey in June 1991..
 CC0118
 CC0118.The geoid height was determined by GEOID03.
 CC0118
 CC0118.The dynamic height is computed by dividing the NAVD 88
 CC0118.geopotential number by the normal gravity value computed on the
 CC0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0118.degrees latitude (g = 980.6199 gals.).
 CC0118
 CC0118.The modeled gravity was interpolated from observed gravity values.
 CC0118
 CC0118;                    North         East    Units  Estimated Accuracy
 CC0118;SPC TX C     - 3,236,120.      539,660.      MT  (+/- 180 meters Scaled)
 CC0118
 CC0118                          SUPERSEDED SURVEY CONTROL
 CC0118
 CC0118  NGVD 29 (??/??/92)  828.628  (m)         2718.59   (f) ADJ UNCH    2 0
 CC0118
 CC0118.Superseded values are not recommended for survey control.
 CC0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0118.See file dsdata.txt to determine how the superseded data were derived.
 CC0118
 CC0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR815205(NAD 83)
 CC0118_MARKER: DD = SURVEY DISK
 CC0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0118_STAMPING: 6 ARD 1964
 CC0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0118+STABILITY: SURFACE MOTION
 CC0118
 CC0118  HISTORY     - Date     Condition        Report By
 CC0118  HISTORY     - 1964     MONUMENTED       USGS
 CC0118  HISTORY     - 1967     GOOD             NGS
 CC0118  HISTORY     - 20010217 GOOD             USPSQD
 CC0118
 CC0118                          STATION DESCRIPTION
 CC0118
 CC0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0118'14.8 MI S FROM MIDLAND.
 CC0118'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0118'THE STATION AT MIDLAND, THENCE 14.65 MILES SOUTH ALONG STATE HIGHWAY
 CC0118'349, 81 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 14 1/2 FEET SOUTH
 CC0118'OF THE CENTER OF A METAL GATE, 14 FEET NORTHEAST OF THE CENTER OF A
 CC0118'CATTLE GUARD, 2 1/2 FEET NORTHWEST OF A FENCE CORNER POST, 1 FOOT WEST
 CC0118'OF A FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, A US
 CC0118'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CC0118'PROJECTS 6 INCHES.
 CC0118
 CC0118                          STATION RECOVERY (2001)
 CC0118
 CC0118'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3662 ***********************************************************************
 AW3662  DESIGNATION -  6 CPFC
 AW3662  PID         -  AW3662
 AW3662  STATE/COUNTY-  TX/HARRIS
 AW3662  USGS QUAD   -  PASADENA (1995)
 AW3662
 AW3662                         *CURRENT SURVEY CONTROL
 AW3662  ___________________________________________________________________
 AW3662* NAD 83(1986)-  29 43 09.     (N)    095 12 43.     (W)     SCALED    
 AW3662* NAVD 88     -         6.36   (+/-2cm)      20.9    (feet)  VERTCON   
 AW3662  ___________________________________________________________________
 AW3662  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3662  OBS GRAVITY -     979,288.6   (mgal)                       GRAV_OBS
 AW3662
 AW3662  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3662
 AW3662.The horizontal coordinates were scaled from a topographic map and have
 AW3662.an estimated accuracy of +/- 6 seconds.
 AW3662
 AW3662.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3662.The vertical order pertains to the NGVD 29 superseded value.
 AW3662
 AW3662.The geoid height was determined by GEOID03.
 AW3662.The observed gravity was obtained from relative gravimeter ties
 AW3662.to the IGSN71 gravity network.
 AW3662
 AW3662;                    North         East    Units  Estimated Accuracy
 AW3662;SPC TXSC     - 4,214,940.      966,410.      MT  (+/- 180 meters Scaled)
 AW3662
 AW3662                          SUPERSEDED SURVEY CONTROL
 AW3662
 AW3662  NGVD 29 (??/??/92)    6.360  (m)           20.87   (f) ADJ UNCH    1 2
 AW3662
 AW3662.Superseded values are not recommended for survey control.
 AW3662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3662.See file dsdata.txt to determine how the superseded data were derived.
 AW3662
 AW3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN860897(NAD 83)
 AW3662_MARKER: Z = SEE DESCRIPTION
 AW3662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3662_SP_SET: ROD
 AW3662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3662
 AW3662  HISTORY     - Date     Condition        Report By
 AW3662  HISTORY     - UNK      MONUMENTED       CPFC
 AW3662  HISTORY     - 1973     GOOD             NGS
 AW3662  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW3662  HISTORY     - 1987     GOOD             USPSQD
 AW3662  HISTORY     - 1987     GOOD             USPSQD
 AW3662  HISTORY     - 1988     GOOD             USPSQD
 AW3662  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3662  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW3662
 AW3662                          STATION DESCRIPTION
 AW3662
 AW3662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3662'IN PASADENA.
 AW3662'AT PASADENA, ABOUT 0.1 MILE SOUTH OF THE GUARD GATE NEAR THE SOUTH
 AW3662'ENTRANCE TO THE WASHBURN TUNNEL, ON THE PROPERTY OF THE CHAMPION PAPER
 AW3662'AND FIBER CO., 165 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND
 AW3662'LANE, 119 YARDS SOUTH OF THE SOUTH LEG OF A WATER TOWER, 117 FEET EAST
 AW3662'OF THE SOUTHEAST LEG OF A POWER LINE TOWER, NEAR THE SOUTHWEST CORNER
 AW3662'OF A PARKING AREA, 85 FEET NORTHWEST OF A CHAIN LINK FENCE, INSIDE OF
 AW3662'A TRIANGLE-SHAPED PROTECTIVE BARRIER MADE OF A 6-INCH PIPE, A 1-INCH
 AW3662'IRON ROD, ENCASED IN AN OIL AND IS INSIDE OF A 2-INCH PIPE WHICH IS
 AW3662'ENCASED IN A 10-INCH PIPE WITH A STEEL COVER, AND ABOUT 1 FOOT BELOW
 AW3662'THE LEVEL OF THE GROUND.
 AW3662
 AW3662                          STATION RECOVERY (1978)
 AW3662
 AW3662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3662'NOT RECOVERED.
 AW3662
 AW3662                          STATION RECOVERY (1987)
 AW3662
 AW3662'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW3662'RECOVERED IN GOOD CONDITION.
 AW3662
 AW3662                          STATION RECOVERY (1987)
 AW3662
 AW3662'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW3662'RECOVERED IN GOOD CONDITION.
 AW3662
 AW3662                          STATION RECOVERY (1988)
 AW3662
 AW3662'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW3662'RECOVERED IN GOOD CONDITION.
 AW3662
 AW3662                          STATION RECOVERY (1988)
 AW3662
 AW3662'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW3662'MARK NOT FOUND.
 AW3662
 AW3662                          STATION RECOVERY (2004)
 AW3662
 AW3662'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2067 ***********************************************************************
 BY2067  DESIGNATION -  6 FG USGS
 BY2067  PID         -  BY2067
 BY2067  STATE/COUNTY-  TX/ANDERSON
 BY2067  USGS QUAD   -  NORTHEAST PALESTINE (1982)
 BY2067
 BY2067                         *CURRENT SURVEY CONTROL
 BY2067  ___________________________________________________________________
 BY2067* NAD 83(1986)-  31 46 44.     (N)    095 36 55.     (W)     SCALED    
 BY2067* NAVD 88     -       123.971  (meters)     406.73   (feet)  ADJUSTED  
 BY2067  ___________________________________________________________________
 BY2067  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2067  DYNAMIC HT  -         123.820 (meters)     406.23  (feet)  COMP
 BY2067  MODELED GRAV-     979,422.5   (mgal)                       NAVD 88
 BY2067
 BY2067  VERT ORDER  -  FIRST     CLASS II
 BY2067
 BY2067.The horizontal coordinates were scaled from a topographic map and have
 BY2067.an estimated accuracy of +/- 6 seconds.
 BY2067
 BY2067.The orthometric height was determined by differential leveling
 BY2067.and adjusted by the National Geodetic Survey in June 1991..
 BY2067
 BY2067.The geoid height was determined by GEOID03.
 BY2067
 BY2067.The dynamic height is computed by dividing the NAVD 88
 BY2067.geopotential number by the normal gravity value computed on the
 BY2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2067.degrees latitude (g = 980.6199 gals.).
 BY2067
 BY2067.The modeled gravity was interpolated from observed gravity values.
 BY2067
 BY2067;                    North         East    Units  Estimated Accuracy
 BY2067;SPC TX C     - 3,243,640.    1,146,750.      MT  (+/- 180 meters Scaled)
 BY2067
 BY2067                          SUPERSEDED SURVEY CONTROL
 BY2067
 BY2067  NGVD 29 (??/??/92)  123.969  (m)          406.72   (f) ADJ UNCH    1 2
 BY2067
 BY2067.Superseded values are not recommended for survey control.
 BY2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2067.See file dsdata.txt to determine how the superseded data were derived.
 BY2067
 BY2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR523189(NAD 83)
 BY2067_MARKER: DD = SURVEY DISK
 BY2067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY2067_SP_SET: ESPLANADE
 BY2067_STAMPING: 6 F G 1946 406
 BY2067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2067
 BY2067  HISTORY     - Date     Condition        Report By
 BY2067  HISTORY     - 1946     MONUMENTED       USGS
 BY2067  HISTORY     - 1952     GOOD             NGS
 BY2067  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2067  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2067
 BY2067                          STATION DESCRIPTION
 BY2067
 BY2067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2067'1.65 MI NE FROM PALESTINE.
 BY2067'1.65 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY2067'PALESTINE, AT THE JUNCTION OF THE BY-PASS ROUTE AND THE BUSINESS
 BY2067'ROUTE, 132.9 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 76 FEET
 BY2067'SOUTHWEST OF THE NORTHWEST CORNER OF A TEXACO SERVICE STATION, SET IN
 BY2067'THE TOP OF THE CENTER OF THE CONCRETE ESPLANADE DIVIDING AN OILED ROAD
 BY2067'LEADING NORTH, 27 FEET SOUTH OF THE NORTH END OF THE ESPLANADE.
 BY2067
 BY2067                          STATION RECOVERY (1980)
 BY2067
 BY2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2067'MARK NOT FOUND.
 BY2067
 BY2067                          STATION RECOVERY (2002)
 BY2067
 BY2067'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0731 ***********************************************************************
 CR0731  DESIGNATION -  6 G
 CR0731  PID         -  CR0731
 CR0731  STATE/COUNTY-  TX/VAN ZANDT
 CR0731  USGS QUAD   -  BEN WHEELER (1984)
 CR0731
 CR0731                         *CURRENT SURVEY CONTROL
 CR0731  ___________________________________________________________________
 CR0731* NAD 83(1986)-  32 23 32.     (N)    095 38 25.     (W)     SCALED    
 CR0731* NAVD 88     -       152.572  (meters)     500.56   (feet)  ADJUSTED  
 CR0731  ___________________________________________________________________
 CR0731  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CR0731  DYNAMIC HT  -         152.394 (meters)     499.98  (feet)  COMP
 CR0731  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 CR0731
 CR0731  VERT ORDER  -  SECOND    CLASS 0
 CR0731
 CR0731.The horizontal coordinates were scaled from a topographic map and have
 CR0731.an estimated accuracy of +/- 6 seconds.
 CR0731
 CR0731.The orthometric height was determined by differential leveling
 CR0731.and adjusted by the National Geodetic Survey in June 1991..
 CR0731
 CR0731.The geoid height was determined by GEOID03.
 CR0731
 CR0731.The dynamic height is computed by dividing the NAVD 88
 CR0731.geopotential number by the normal gravity value computed on the
 CR0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0731.degrees latitude (g = 980.6199 gals.).
 CR0731
 CR0731.The modeled gravity was interpolated from observed gravity values.
 CR0731
 CR0731;                    North         East    Units  Estimated Accuracy
 CR0731;SPC TXNC     - 2,084,120.      869,020.      MT  (+/- 180 meters Scaled)
 CR0731
 CR0731                          SUPERSEDED SURVEY CONTROL
 CR0731
 CR0731  NGVD 29 (??/??/92)  152.589  (m)          500.62   (f) ADJ UNCH    2 0
 CR0731
 CR0731.Superseded values are not recommended for survey control.
 CR0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0731.See file dsdata.txt to determine how the superseded data were derived.
 CR0731
 CR0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR516869(NAD 83)
 CR0731_MARKER: DD = SURVEY DISK
 CR0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0731_STAMPING: 6 G 1946 500
 CR0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0731+STABILITY: SURFACE MOTION
 CR0731
 CR0731  HISTORY     - Date     Condition        Report By
 CR0731  HISTORY     - 1946     MONUMENTED       USGS
 CR0731  HISTORY     - 1948     GOOD             NGS
 CR0731  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0731  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0731
 CR0731                          STATION DESCRIPTION
 CR0731
 CR0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0731'2.15 MI NW FROM EDOM.
 CR0731'2.15 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT
 CR0731'EDOM, 0.15 MILE SOUTHEAST OF THE ASSEMBLY OF GOD CHURCH, ON TOP OF A
 CR0731'HILL, 116.0 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTH
 CR0731'CORNER OF A FARMHOUSE, 38.2 FEET NORTHEAST OF THE CENTER LINE OF THE
 CR0731'HIGHWAY, 6.7 FEET NORTH OF AN 18-INCH OAK TREE, 0.7 FOOT SOUTHEAST OF
 CR0731'A REFERENCE POST, IN THE CENTER OF A TRIANGULAR PLOT OF GROUND FORMED
 CR0731'BY A JUNCTION WITH A DIRT ROAD LEADING NORTH, SET IN THE TOP OF A
 CR0731'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0731
 CR0731                          STATION RECOVERY (1995)
 CR0731
 CR0731'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0731'MARK NOT FOUND.
 CR0731
 CR0731                          STATION RECOVERY (2004)
 CR0731
 CR0731'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1741 ***********************************************************************
 BK1741  DESIGNATION -  6 LP USGS
 BK1741  PID         -  BK1741
 BK1741  STATE/COUNTY-  TX/ORANGE
 BK1741  USGS QUAD   -  MAURICEVILLE (1974)
 BK1741
 BK1741                         *CURRENT SURVEY CONTROL
 BK1741  ___________________________________________________________________
 BK1741* NAD 83(1986)-  30 08 40.     (N)    093 45 03.     (W)     SCALED    
 BK1741* NAVD 88     -         3.67   (+/-2cm)      12.0    (feet)  VERTCON   
 BK1741  ___________________________________________________________________
 BK1741  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1741
 BK1741  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1741
 BK1741.The horizontal coordinates were scaled from a topographic map and have
 BK1741.an estimated accuracy of +/- 6 seconds.
 BK1741
 BK1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1741.The vertical order pertains to the NGVD 29 superseded value.
 BK1741
 BK1741.The geoid height was determined by GEOID03.
 BK1741
 BK1741;                    North         East    Units  Estimated Accuracy
 BK1741;SPC TX C     - 3,071,720.    1,333,820.      MT  (+/- 180 meters Scaled)
 BK1741
 BK1741                          SUPERSEDED SURVEY CONTROL
 BK1741
 BK1741  NGVD 29 (??/??/??)    3.624  (m)           11.89   (f) ADJUSTED    1 1
 BK1741
 BK1741.Superseded values are not recommended for survey control.
 BK1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1741.See file dsdata.txt to determine how the superseded data were derived.
 BK1741
 BK1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP276350(NAD 83)
 BK1741_MARKER: DD = SURVEY DISK
 BK1741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1741_SP_SET: CULVERT
 BK1741_STAMPING: 6 LP 1969
 BK1741_MARK LOGO: USGS  
 BK1741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1741
 BK1741  HISTORY     - Date     Condition        Report By
 BK1741  HISTORY     - 1969     MONUMENTED       USGS
 BK1741  HISTORY     - 1972     GOOD             NGS
 BK1741  HISTORY     - 1981     MARK NOT FOUND   NGS
 BK1741  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BK1741  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 BK1741  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1741
 BK1741                          STATION DESCRIPTION
 BK1741
 BK1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1741'3.6 MI N FROM ORANGE.
 BK1741'ABOUT 3.6 MILES NORTH ALONG THE SOUTHERN PACIFIC RAIL ROAD FROM THE
 BK1741'STATION AT ORANGE, ABOUT 0.2 MILE NORTH OF A ROAD CROSSING, 155 FEET
 BK1741'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 114 FEET NORTHWEST
 BK1741'OF THE NORTHWEST CORNER OF BRICK BUILDING HOUSING TEXAGAS SERVICE
 BK1741'STATION, 28 1/2 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 87, SET
 BK1741'IN THE TOP AND IN THE CENTER OF THE EAST CONCRETE HEAD WALL FOR A 3-BY
 BK1741'10-FOOT CULVERT UNDER THE HIGHWAY AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 BK1741'OF THE HIGHWAY.
 BK1741
 BK1741                          STATION RECOVERY (1981)
 BK1741
 BK1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1741'CONSIDER DESTROYED, A NEW CULVERT IS NOW AT THE MARK LOCATION.
 BK1741
 BK1741                          STATION RECOVERY (1987)
 BK1741
 BK1741'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 BK1741'MARK NOT FOUND.
 BK1741
 BK1741                          STATION RECOVERY (1996)
 BK1741
 BK1741'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1741'MARK NOT FOUND.
 BK1741
 BK1741                          STATION RECOVERY (2002)
 BK1741
 BK1741'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4790 ***********************************************************************
 AW4790  DESIGNATION -  6 M
 AW4790  PID         -  AW4790
 AW4790  STATE/COUNTY-  TX/FORT BEND
 AW4790  USGS QUAD   -  RICHMOND (1980)
 AW4790
 AW4790                         *CURRENT SURVEY CONTROL
 AW4790  ___________________________________________________________________
 AW4790* NAD 83(1986)-  29 31 03.     (N)    095 48 24.     (W)     SCALED    
 AW4790* NAVD 88     -        28.85   (+/-2cm)      94.7    (feet)  VERTCON   
 AW4790  ___________________________________________________________________
 AW4790  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW4790
 AW4790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4790
 AW4790.The horizontal coordinates were scaled from a topographic map and have
 AW4790.an estimated accuracy of +/- 6 seconds.
 AW4790
 AW4790.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4790.The vertical order pertains to the NGVD 29 superseded value.
 AW4790
 AW4790.The geoid height was determined by GEOID03.
 AW4790
 AW4790;                    North         East    Units  Estimated Accuracy
 AW4790;SPC TXSC     - 4,190,880.      909,510.      MT  (+/- 180 meters Scaled)
 AW4790
 AW4790                          SUPERSEDED SURVEY CONTROL
 AW4790
 AW4790  NGVD 29 (??/??/92)   28.851  (m)           94.66   (f) ADJ UNCH    2 0
 AW4790
 AW4790.Superseded values are not recommended for survey control.
 AW4790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4790.See file dsdata.txt to determine how the superseded data were derived.
 AW4790
 AW4790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN279686(NAD 83)
 AW4790_MARKER: DB = BENCH MARK DISK
 AW4790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4790_SP_SET: CULVERT
 AW4790_STAMPING: 6 M 1934
 AW4790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4790
 AW4790  HISTORY     - Date     Condition        Report By
 AW4790  HISTORY     - 1934     MONUMENTED       CGS
 AW4790  HISTORY     - 1959     GOOD             NGS
 AW4790  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4790  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4790
 AW4790                          STATION DESCRIPTION
 AW4790
 AW4790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW4790'2.8 MI S FROM ROSENBERG.
 AW4790'TO REACH FROM THE FIRST BAPTIST CHURCH AT ROSENBERG, PROCEED 2.8 MILES
 AW4790'SOUTHERLY ALONG STATE HIGHWAY NO. 36 TO THE INTERSECTION OF A GRAVEL
 AW4790'ROAD LEADING SOUTHWEST AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AW4790'HORIZONTALLY IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL
 AW4790'OF A 2X10 FOOT CONCRETE BOX CULVERT UNDER A GRAVEL ROAD LEADING
 AW4790'SOUTHWEST.  IT IS 45.7 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AW4790'CENTERLINE OF THE HIGHWAY, 11.0 FEET NORTHWEST OF THE CENTERLINE OF A
 AW4790'GRAVEL ROAD LEADING SOUTHWEST.  NOTE-- THIS MARK WILL BE DESTROYED IN
 AW4790'THE VERY NEAR FUTURE WHEN THE CULVERT IS REBUILT.  6 M RESET 1959 WAS
 AW4790'ESTABLISHED IN THE VICINITY.
 AW4790
 AW4790                          STATION RECOVERY (1989)
 AW4790
 AW4790'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAR)
 AW4790'MARK NOT FOUND.
 AW4790
 AW4790                          STATION RECOVERY (1993)
 AW4790
 AW4790'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4791 ***********************************************************************
 AW4791  DESIGNATION -  6 M RESET
 AW4791  PID         -  AW4791
 AW4791  STATE/COUNTY-  TX/FORT BEND
 AW4791  USGS QUAD   -  RICHMOND (1980)
 AW4791
 AW4791                         *CURRENT SURVEY CONTROL
 AW4791  ___________________________________________________________________
 AW4791* NAD 83(1986)-  29 31 03.     (N)    095 48 24.     (W)     SCALED    
 AW4791* NAVD 88     -        27.98   (+/-2cm)      91.8    (feet)  VERTCON   
 AW4791  ___________________________________________________________________
 AW4791  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW4791
 AW4791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4791
 AW4791.The horizontal coordinates were scaled from a topographic map and have
 AW4791.an estimated accuracy of +/- 6 seconds.
 AW4791
 AW4791.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4791.The vertical order pertains to the NGVD 29 superseded value.
 AW4791
 AW4791.The geoid height was determined by GEOID03.
 AW4791
 AW4791;                    North         East    Units  Estimated Accuracy
 AW4791;SPC TXSC     - 4,190,880.      909,510.      MT  (+/- 180 meters Scaled)
 AW4791
 AW4791                          SUPERSEDED SURVEY CONTROL
 AW4791
 AW4791  NGVD 29 (??/??/92)   27.98   (m)           91.8    (f) COMPUTED    2 0
 AW4791
 AW4791.Superseded values are not recommended for survey control.
 AW4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4791.See file dsdata.txt to determine how the superseded data were derived.
 AW4791
 AW4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN279686(NAD 83)
 AW4791_MARKER: DB = BENCH MARK DISK
 AW4791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4791_STAMPING: 6 M RESET 1959
 AW4791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4791+STABILITY: SURFACE MOTION
 AW4791
 AW4791  HISTORY     - Date     Condition        Report By
 AW4791  HISTORY     - 1959     MONUMENTED       CGS
 AW4791  HISTORY     - 1973     GOOD             NGS
 AW4791  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW4791  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4791  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4791  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4791
 AW4791                          STATION DESCRIPTION
 AW4791
 AW4791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4791'2.7 MI S FROM ROSENBERG.
 AW4791'2.7 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE FIRST BAPTIST CHURCH
 AW4791'AT ROSENBERG, AT THE JUNCTION OF BAND ROAD SOUTHWEST, 104 FEET WEST OF
 AW4791'THE CENTER LINE OF THE HIGHWAY, 46 1/2 FEET NORTHWEST OF THE CENTER
 AW4791'LINE OF THE ROAD, 63 FEET WEST-SOUTHWEST OF T JUNCTION POWER POLE
 AW4791'214-1 WITH A GUY WIRE, 8 1/2 FEET NORTHWEST OF A T JUNCTION FENCE
 AW4791'CORNER POST, 0.7 FOOT SOUTHWEST OF A FENCE, 8.9 FEET NORTHWEST OF A
 AW4791'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 AW4791'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW4791
 AW4791                          STATION RECOVERY (1986)
 AW4791
 AW4791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4791'NOT RECOVERED.
 AW4791
 AW4791                          STATION RECOVERY (1989)
 AW4791
 AW4791'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4791'MARK NOT FOUND.
 AW4791
 AW4791                          STATION RECOVERY (1990)
 AW4791
 AW4791'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4791'MARK NOT FOUND.
 AW4791
 AW4791                          STATION RECOVERY (1993)
 AW4791
 AW4791'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0449 ***********************************************************************
 CE0449  DESIGNATION -  6 REB
 CE0449  PID         -  CE0449
 CE0449  STATE/COUNTY-  TX/EL PASO
 CE0449  USGS QUAD   -  CANUTILLO (1995)
 CE0449
 CE0449                         *CURRENT SURVEY CONTROL
 CE0449  ___________________________________________________________________
 CE0449* NAD 83(1986)-  31 56 52.     (N)    106 36 11.     (W)     SCALED    
 CE0449* NAVD 88     -      1154.338  (meters)    3787.19   (feet)  ADJUSTED  
 CE0449  ___________________________________________________________________
 CE0449  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0449  DYNAMIC HT  -        1152.622 (meters)    3781.56  (feet)  COMP
 CE0449  MODELED GRAV-     979,113.9   (mgal)                       NAVD 88
 CE0449
 CE0449  VERT ORDER  -  FIRST     CLASS II
 CE0449
 CE0449.The horizontal coordinates were scaled from a topographic map and have
 CE0449.an estimated accuracy of +/- 6 seconds.
 CE0449
 CE0449.The orthometric height was determined by differential leveling
 CE0449.and adjusted by the National Geodetic Survey in November 1996..
 CE0449
 CE0449.The geoid height was determined by GEOID03.
 CE0449
 CE0449.The dynamic height is computed by dividing the NAVD 88
 CE0449.geopotential number by the normal gravity value computed on the
 CE0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0449.degrees latitude (g = 980.6199 gals.).
 CE0449
 CE0449.The modeled gravity was interpolated from observed gravity values.
 CE0449
 CE0449;                    North         East    Units  Estimated Accuracy
 CE0449;SPC TX C     - 3,269,590.      107,520.      MT  (+/- 180 meters Scaled)
 CE0449
 CE0449                          SUPERSEDED SURVEY CONTROL
 CE0449
 CE0449  NAVD 88 (06/15/91) 1154.328  (m)         3787.16   (f) UNKNOWN     1 2
 CE0449
 CE0449.Superseded values are not recommended for survey control.
 CE0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0449.See file dsdata.txt to determine how the superseded data were derived.
 CE0449
 CE0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR484357(NAD 83)
 CE0449_MARKER: DB = BENCH MARK DISK
 CE0449_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0449_SP_SET: CULVERT HEADWALL
 CE0449_STAMPING: 6 REB 1979
 CE0449_MARK LOGO: USGS  
 CE0449_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0449+STABILITY: SURFACE MOTION
 CE0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0449+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0449
 CE0449  HISTORY     - Date     Condition        Report By
 CE0449  HISTORY     - 1979     MONUMENTED       USGS
 CE0449  HISTORY     - 1981     GOOD             NGS
 CE0449  HISTORY     - 19940418 GOOD             NGS
 CE0449
 CE0449                          STATION DESCRIPTION
 CE0449
 CE0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0449'3.9 KM (2.4 MI) NORTH FROM CANUTILLO.
 CE0449'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0449'3.9 KM (2.4 MI) NORTHERLY ALONG STATE HIGHWAY 20 FROM THE POST
 CE0449'OFFICE IN CANUTILLO, 1.1 KM (0.7 MI) SOUTH OF THE VINTON BRIDGE,
 CE0449'AT THE ATCHISON, TOPEKA AND SANTA FE RAILROAD MILE POST 1140, IN TOP
 CE0449'OF THE SOUTH END OF A 3 CHANNEL CONCRETE CULVERT, 64.0 METERS
 CE0449'(210.0 FT) SOUTH OF THE MILE POST, 18.4 METERS (35.8 FT) WEST OF
 CE0449'THE CENTERLINE OF THE HIGHWAY AND 0.3 METERS (1.0 FT) NORTH OF THE
 CE0449'SOUTH END OF THE HEADWALL.
 CE0449
 CE0449                          STATION RECOVERY (1994)
 CE0449
 CE0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0449'3.7 KM (2.30 MI) NORTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)
 CE0449'FROM THE POST OFFICE IN CANUTILLO, IN TOP OF AND 0.3 M (1.0 FT)
 CE0449'NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A BOX CULVERT
 CE0449'UNDER THE HIGHWAY, AND 11.0 M (36.1 FT) WEST OF AND LEVEL WITH THE
 CE0449'HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0068 ***********************************************************************
 CT0068  DESIGNATION -  6 RM EB 3
 CT0068  PID         -  CT0068
 CT0068  STATE/COUNTY-  TX/PALO PINTO
 CT0068  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0068
 CT0068                         *CURRENT SURVEY CONTROL
 CT0068  ___________________________________________________________________
 CT0068* NAD 83(1986)-  32 48 38.     (N)    098 06 41.     (W)     SCALED    
 CT0068* NAVD 88     -       276.812  (meters)     908.17   (feet)  ADJUSTED  
 CT0068  ___________________________________________________________________
 CT0068  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CT0068  DYNAMIC HT  -         276.473 (meters)     907.06  (feet)  COMP
 CT0068  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 CT0068
 CT0068  VERT ORDER  -  SECOND    CLASS 0
 CT0068
 CT0068.The horizontal coordinates were scaled from a topographic map and have
 CT0068.an estimated accuracy of +/- 6 seconds.
 CT0068
 CT0068.The orthometric height was determined by differential leveling
 CT0068.and adjusted by the National Geodetic Survey in June 1991..
 CT0068
 CT0068.The geoid height was determined by GEOID03.
 CT0068
 CT0068.The dynamic height is computed by dividing the NAVD 88
 CT0068.geopotential number by the normal gravity value computed on the
 CT0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0068.degrees latitude (g = 980.6199 gals.).
 CT0068
 CT0068.The modeled gravity was interpolated from observed gravity values.
 CT0068
 CT0068;                    North         East    Units  Estimated Accuracy
 CT0068;SPC TXNC     - 2,126,910.      636,390.      MT  (+/- 180 meters Scaled)
 CT0068
 CT0068                          SUPERSEDED SURVEY CONTROL
 CT0068
 CT0068  NGVD 29 (??/??/92)  276.710  (m)          907.84   (f) ADJ UNCH    2 0
 CT0068
 CT0068.Superseded values are not recommended for survey control.
 CT0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0068.See file dsdata.txt to determine how the superseded data were derived.
 CT0068
 CT0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB831306(NAD 83)
 CT0068_MARKER: Q = CHISELED SQUARE
 CT0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0068_SP_SET: CONCRETE BASE
 CT0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0068
 CT0068  HISTORY     - Date     Condition        Report By
 CT0068  HISTORY     - UNK      MONUMENTED       USGS
 CT0068  HISTORY     - 1961     GOOD             NGS
 CT0068  HISTORY     - 19980627 GOOD             USPSQD
 CT0068  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0068
 CT0068                          STATION DESCRIPTION
 CT0068
 CT0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0068'IN MINERAL WELLS.
 CT0068'AT MINERAL WELLS, 0.1 MILE NORTH ALONG NORTHEAST FIRST AVENUE FROM THE
 CT0068'BAKER HOTEL, AT THE OLD ABANDONED POST OFFICE AT THE INTERSECTION OF
 CT0068'THE AVENUE AND SECOND STREET, 36 FEET NORTH OF THE CENTER LINE OF
 CT0068'SECOND STREET, 19 1/2 FEET SOUTH OF THE SOUTH FACE OF THE BUILDING, 40
 CT0068'FEET EAST OF AND 20 FEET SOUTH OF EB 3 (USGS), A CHISELED SQUARE IN
 CT0068'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A LAMP POST,
 CT0068'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET.
 CT0068
 CT0068                          STATION RECOVERY (1998)
 CT0068
 CT0068'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0068'RECOVERED IN GOOD CONDITION.
 CT0068
 CT0068                          STATION RECOVERY (2004)
 CT0068
 CT0068'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1077 ***********************************************************************
 AY1077  DESIGNATION -  6 TXHD
 AY1077  PID         -  AY1077
 AY1077  STATE/COUNTY-  TX/KENDALL
 AY1077  USGS QUAD   -  BOERNE (1982)
 AY1077
 AY1077                         *CURRENT SURVEY CONTROL
 AY1077  ___________________________________________________________________
 AY1077* NAD 83(1986)-  29 46 49.     (N)    098 43 55.     (W)     SCALED    
 AY1077* NAVD 88     -       437.449  (meters)    1435.20   (feet)  ADJUSTED  
 AY1077  ___________________________________________________________________
 AY1077  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AY1077  DYNAMIC HT  -         436.813 (meters)    1433.11  (feet)  COMP
 AY1077  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 AY1077
 AY1077  VERT ORDER  -  FIRST     CLASS II
 AY1077
 AY1077.The horizontal coordinates were scaled from a topographic map and have
 AY1077.an estimated accuracy of +/- 6 seconds.
 AY1077
 AY1077.The orthometric height was determined by differential leveling
 AY1077.and adjusted by the National Geodetic Survey in June 1991..
 AY1077
 AY1077.The geoid height was determined by GEOID03.
 AY1077
 AY1077.The dynamic height is computed by dividing the NAVD 88
 AY1077.geopotential number by the normal gravity value computed on the
 AY1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1077.degrees latitude (g = 980.6199 gals.).
 AY1077
 AY1077.The modeled gravity was interpolated from observed gravity values.
 AY1077
 AY1077;                    North         East    Units  Estimated Accuracy
 AY1077;SPC TXSC     - 4,215,810.      625,920.      MT  (+/- 180 meters Scaled)
 AY1077
 AY1077                          SUPERSEDED SURVEY CONTROL
 AY1077
 AY1077.No superseded survey control is available for this station.
 AY1077
 AY1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT259944(NAD 83)
 AY1077_MARKER: DD = SURVEY DISK
 AY1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1077_MARK LOGO: TXHD  
 AY1077_PROJECTION: PROJECTING 6 CENTIMETERS
 AY1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1077+STABILITY: SURFACE MOTION
 AY1077
 AY1077  HISTORY     - Date     Condition        Report By
 AY1077  HISTORY     - UNK      MONUMENTED       TXHD
 AY1077  HISTORY     - 1953     GOOD             NGS
 AY1077  HISTORY     - 1982     GOOD             NGS
 AY1077  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1077
 AY1077                          STATION DESCRIPTION
 AY1077
 AY1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1077'0.9 MI S FROM BOERNE.
 AY1077'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1077'270 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF THE
 AY1077'CENTER LINE OF A FARM ROAD WHICH IS NOW UNDER CONSTRUCTION, 80 FEET
 AY1077'SOUTH OF BENCH MARK 5 (T.S.H.D.), 1 FOOT WEST OF A POWER POLE, 1 FOOT
 AY1077'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AY1077'WITH THE GROUND.
 AY1077
 AY1077                          STATION RECOVERY (1982)
 AY1077
 AY1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1077'THE MARK IS SET BY A POWERLINE POLE ON THE SOUTH SIDE OF STATE HIGHWAY
 AY1077'46 WEST ACROSS THE STREET FROM THE SAINT MARK PRESBYTERIAN CHURCH IN
 AY1077'BOERNE, 12.1 METERS (40.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 46
 AY1077'WEST, 0.3 METER (1.0 FT) WEST OF A POWERLINE POLE, 0.3 METER (1.0 FT)
 AY1077'NORTH OF A CHAIN LINK FENCE.
 AY1077'THE MARK IS 0.6 M BELOW HIGHWAY 46 WEST.
 AY1077
 AY1077                          STATION RECOVERY (1990)
 AY1077
 AY1077'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0244 ***********************************************************************
 AB0244  TIDAL BM    -  This is a Tidal Bench Mark.
 AB0244  DESIGNATION -  6 USE
 AB0244  PID         -  AB0244
 AB0244  STATE/COUNTY-  TX/CAMERON
 AB0244  USGS QUAD   -  PORT ISABEL (1983)
 AB0244
 AB0244                         *CURRENT SURVEY CONTROL
 AB0244  ___________________________________________________________________
 AB0244* NAD 83(1986)-  26 03 52.     (N)    097 12 58.     (W)     SCALED    
 AB0244* NAVD 88     -         1.940  (meters)       6.36   (feet)  ADJUSTED  
 AB0244  ___________________________________________________________________
 AB0244  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 AB0244  DYNAMIC HT  -           1.937 (meters)       6.36  (feet)  COMP
 AB0244  MODELED GRAV-     979,065.6   (mgal)                       NAVD 88
 AB0244
 AB0244  VERT ORDER  -  FIRST     CLASS II
 AB0244
 AB0244.The horizontal coordinates were scaled from a topographic map and have
 AB0244.an estimated accuracy of +/- 6 seconds.
 AB0244
 AB0244.The orthometric height was determined by differential leveling
 AB0244.and adjusted by the National Geodetic Survey in June 1991..
 AB0244
 AB0244.This Tidal Bench Mark is designated as VM 895
 AB0244.by the Center for Operational Oceanographic Products and Services.
 AB0244
 AB0244.The geoid height was determined by GEOID03.
 AB0244
 AB0244.The dynamic height is computed by dividing the NAVD 88
 AB0244.geopotential number by the normal gravity value computed on the
 AB0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0244.degrees latitude (g = 980.6199 gals.).
 AB0244
 AB0244.The modeled gravity was interpolated from observed gravity values.
 AB0244
 AB0244;                    North         East    Units  Estimated Accuracy
 AB0244;SPC TX S     - 5,044,730.      428,470.      MT  (+/- 180 meters Scaled)
 AB0244
 AB0244                          SUPERSEDED SURVEY CONTROL
 AB0244
 AB0244  NGVD 29 (??/??/92)    2.047  (m)            6.72   (f) ADJ UNCH    1 2
 AB0244
 AB0244.Superseded values are not recommended for survey control.
 AB0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0244.See file dsdata.txt to determine how the superseded data were derived.
 AB0244
 AB0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP784840(NAD 83)
 AB0244_MARKER: DD = SURVEY DISK
 AB0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0244+STABILITY: SURFACE MOTION
 AB0244
 AB0244  HISTORY     - Date     Condition        Report By
 AB0244  HISTORY     - UNK      MONUMENTED       DOD
 AB0244  HISTORY     - 1951     GOOD             NGS
 AB0244  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0244  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0244  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AB0244
 AB0244                          STATION DESCRIPTION
 AB0244
 AB0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0244'0.2 MI N FROM PORT ISABEL.
 AB0244'0.2 MILE NORTH OF THE WATER TOWER AT THE TURNING BASIN AT PORT ISABEL,
 AB0244'430 FEET NORTHWEST OF BENCH MARK NO. 9 (U.S.E.), 116 FEET EAST OF THE
 AB0244'CENTER LINE OF A PAVED ROAD, 90 FEET SOUTH OF THE SOUTH EDGE OF AN
 AB0244'EARTH OIL RESERVOIR, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 AB0244'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AB0244
 AB0244                          STATION RECOVERY (1982)
 AB0244
 AB0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0244'SEARCHED FOR BUT NOT RECOVERED AT THIS DATE.
 AB0244
 AB0244                          STATION RECOVERY (1987)
 AB0244
 AB0244'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0244'MARK NOT FOUND.
 AB0244
 AB0244                          STATION RECOVERY (2004)
 AB0244
 AB0244'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0948 ***********************************************************************
 BZ0948  DESIGNATION -  6 USE
 BZ0948  PID         -  BZ0948
 BZ0948  STATE/COUNTY-  TX/BELL
 BZ0948  USGS QUAD   -  FORT HOOD (1995)
 BZ0948
 BZ0948                         *CURRENT SURVEY CONTROL
 BZ0948  ___________________________________________________________________
 BZ0948* NAD 83(1986)-  31 08 42.     (N)    097 46 55.     (W)     SCALED    
 BZ0948* NAVD 88     -       291.096  (meters)     955.04   (feet)  ADJUSTED  
 BZ0948  ___________________________________________________________________
 BZ0948  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BZ0948  DYNAMIC HT  -         290.707 (meters)     953.76  (feet)  COMP
 BZ0948  MODELED GRAV-     979,297.1   (mgal)                       NAVD 88
 BZ0948
 BZ0948  VERT ORDER  -  FIRST     CLASS II
 BZ0948
 BZ0948.The horizontal coordinates were scaled from a topographic map and have
 BZ0948.an estimated accuracy of +/- 6 seconds.
 BZ0948
 BZ0948.The orthometric height was determined by differential leveling
 BZ0948.and adjusted by the National Geodetic Survey in June 1991..
 BZ0948
 BZ0948.The geoid height was determined by GEOID03.
 BZ0948
 BZ0948.The dynamic height is computed by dividing the NAVD 88
 BZ0948.geopotential number by the normal gravity value computed on the
 BZ0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0948.degrees latitude (g = 980.6199 gals.).
 BZ0948
 BZ0948.The modeled gravity was interpolated from observed gravity values.
 BZ0948
 BZ0948;                    North         East    Units  Estimated Accuracy
 BZ0948;SPC TX C     - 3,166,670.      943,250.      MT  (+/- 180 meters Scaled)
 BZ0948
 BZ0948                          SUPERSEDED SURVEY CONTROL
 BZ0948
 BZ0948  NGVD 29 (??/??/92)  291.013  (m)          954.77   (f) ADJ UNCH    1 2
 BZ0948
 BZ0948.Superseded values are not recommended for survey control.
 BZ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0948.See file dsdata.txt to determine how the superseded data were derived.
 BZ0948
 BZ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV161463(NAD 83)
 BZ0948_MARKER: Q = CHISELED SQUARE
 BZ0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0948_SP_SET: CULVERT
 BZ0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0948
 BZ0948  HISTORY     - Date     Condition        Report By
 BZ0948  HISTORY     - UNK      MONUMENTED       DOD
 BZ0948  HISTORY     - 1957     GOOD             DOD
 BZ0948  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0948
 BZ0948                          STATION DESCRIPTION
 BZ0948
 BZ0948'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0948'5.7 MI NW FROM KILLEEN.
 BZ0948'5.7 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 3.6 MILES WEST ALONG THE
 BZ0948'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.2 MILE NORTH
 BZ0948'ALONG TWO HUNDRED AND SEVENTY-NINTH STREET, 0.2 MILE EAST ALONG SPUR
 BZ0948'DRIVE, 0.2 MILE NORTH ALONG TWO HUNDRED AND SEVENTY-SEVENTH STREET,
 BZ0948'0.2 MILE EAST ALONG WAREHOUSE AVENUE, 1.0 MILE NORTH ALONG TWO HUNDRED
 BZ0948'AND SEVENTY-SECOND, ONE HUNDRED AND SEVENTY-SECOND AND SEVENTY-SECOND
 BZ0948'STREETS, 0.35 MILE EAST ALONG CENTRAL AVENUE, ON THE FORT HOOD
 BZ0948'MILITARY RESERVATION, AT THE INTERSECTION OF SIXTY-EIGHTH STREET, 48
 BZ0948'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 41 FEET WEST OF THE
 BZ0948'CENTERLINE OF SIXTY-EIGHTH STREET, 24 FEET NORTH OF THE CENTERLINE OF
 BZ0948'CENTRAL AVENUE, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF
 BZ0948'THE NORTH HEADWALL.
 BZ0948
 BZ0948                          STATION RECOVERY (2001)
 BZ0948
 BZ0948'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1472 ***********************************************************************
 AJ1472  DESIGNATION -  6 WR
 AJ1472  PID         -  AJ1472
 AJ1472  STATE/COUNTY-  TX/WEBB
 AJ1472  USGS QUAD   -  DOLORES RANCH (1965)
 AJ1472
 AJ1472                         *CURRENT SURVEY CONTROL
 AJ1472  ___________________________________________________________________
 AJ1472* NAD 83(1986)-  27 43 04.     (N)    099 44 01.     (W)     SCALED    
 AJ1472* NAVD 88     -       153.74   (+/-2cm)     504.4    (feet)  VERTCON   
 AJ1472  ___________________________________________________________________
 AJ1472  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AJ1472
 AJ1472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1472
 AJ1472.The horizontal coordinates were scaled from a topographic map and have
 AJ1472.an estimated accuracy of +/- 6 seconds.
 AJ1472
 AJ1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1472.The vertical order pertains to the NGVD 29 superseded value.
 AJ1472
 AJ1472.The geoid height was determined by GEOID03.
 AJ1472
 AJ1472;                    North         East    Units  Estimated Accuracy
 AJ1472;SPC TX S     - 5,227,850.      178,350.      MT  (+/- 180 meters Scaled)
 AJ1472
 AJ1472                          SUPERSEDED SURVEY CONTROL
 AJ1472
 AJ1472  NGVD 29 (??/??/92)  153.72   (m)          504.3    (f) COMPUTED    2 0
 AJ1472
 AJ1472.Superseded values are not recommended for survey control.
 AJ1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1472.See file dsdata.txt to determine how the superseded data were derived.
 AJ1472
 AJ1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR276661(NAD 83)
 AJ1472_MARKER: DB = BENCH MARK DISK
 AJ1472_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1472_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1472_STAMPING: 6 WR 504 1964
 AJ1472_MARK LOGO: USGS  
 AJ1472_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1472
 AJ1472  HISTORY     - Date     Condition        Report By
 AJ1472  HISTORY     - 1964     MONUMENTED       USGS
 AJ1472
 AJ1472                          STATION DESCRIPTION
 AJ1472
 AJ1472'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1472'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 16.9 MILES NORTHWEST
 AJ1472'ALONG TEXAS FARM ROAD 1472, 50 FEET NORTHEAST OF THE CENTERLINE OF
 AJ1472'THE HIGHWAY, 2 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE AT A T-FENCE
 AJ1472'NORTHEAST, SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 AJ1472'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1473 ***********************************************************************
 AJ1473  DESIGNATION -  6 WR RESET
 AJ1473  PID         -  AJ1473
 AJ1473  STATE/COUNTY-  TX/WEBB
 AJ1473  USGS QUAD   -  DOLORES RANCH (1965)
 AJ1473
 AJ1473                         *CURRENT SURVEY CONTROL
 AJ1473  ___________________________________________________________________
 AJ1473* NAD 83(1986)-  27 43 05.     (N)    099 44 01.     (W)     SCALED    
 AJ1473* NAVD 88     -       153.96   (+/-2cm)     505.1    (feet)  VERTCON   
 AJ1473  ___________________________________________________________________
 AJ1473  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AJ1473
 AJ1473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1473
 AJ1473.The horizontal coordinates were scaled from a topographic map and have
 AJ1473.an estimated accuracy of +/- 6 seconds.
 AJ1473
 AJ1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1473.The vertical order pertains to the NGVD 29 superseded value.
 AJ1473
 AJ1473.The geoid height was determined by GEOID03.
 AJ1473
 AJ1473;                    North         East    Units  Estimated Accuracy
 AJ1473;SPC TX S     - 5,227,880.      178,350.      MT  (+/- 180 meters Scaled)
 AJ1473
 AJ1473                          SUPERSEDED SURVEY CONTROL
 AJ1473
 AJ1473  NGVD 29 (??/??/92)  153.94   (m)          505.1    (f) COMPUTED    2 0
 AJ1473
 AJ1473.Superseded values are not recommended for survey control.
 AJ1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1473.See file dsdata.txt to determine how the superseded data were derived.
 AJ1473
 AJ1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR276661(NAD 83)
 AJ1473_MARKER: DB = BENCH MARK DISK
 AJ1473_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1473_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1473_STAMPING: 6 WR 505 1964 RESET
 AJ1473_MARK LOGO: USGS  
 AJ1473_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1473
 AJ1473  HISTORY     - Date     Condition        Report By
 AJ1473  HISTORY     - 1964     MONUMENTED       USGS
 AJ1473  HISTORY     - 19750523 GOOD             USGS
 AJ1473
 AJ1473                          STATION DESCRIPTION
 AJ1473
 AJ1473'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1473'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 16.9 MILES NORTHWEST
 AJ1473'ALONG TEXAS FARM ROAD 1472, 105 FEET NORTH OF THE CENTERLINE OF THE
 AJ1473'HIGHWAY, 43 FEET NORTH OF A RIGHT-OF-WAY FENCE AT A T-FENCE NORTH,
 AJ1473'SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 AJ1473
 AJ1473                          STATION RECOVERY (1975)
 AJ1473
 AJ1473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ1473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0758 ***********************************************************************
 CE0758  DESIGNATION -  6 X
 CE0758  PID         -  CE0758
 CE0758  STATE/COUNTY-  TX/EL PASO
 CE0758  USGS QUAD   -  EL PASO (1997)
 CE0758
 CE0758                         *CURRENT SURVEY CONTROL
 CE0758  ___________________________________________________________________
 CE0758* NAD 83(1986)-  31 45 15.     (N)    106 25 47.     (W)     SCALED    
 CE0758* NAVD 88     -      1129.351  (meters)    3705.21   (feet)  ADJUSTED  
 CE0758  ___________________________________________________________________
 CE0758  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0758  DYNAMIC HT  -        1127.635 (meters)    3699.58  (feet)  COMP
 CE0758  MODELED GRAV-     979,081.9   (mgal)                       NAVD 88
 CE0758
 CE0758  VERT ORDER  -  FIRST     CLASS I
 CE0758
 CE0758.The horizontal coordinates were scaled from a topographic map and have
 CE0758.an estimated accuracy of +/- 6 seconds.
 CE0758
 CE0758.The orthometric height was determined by differential leveling
 CE0758.and adjusted by the National Geodetic Survey in November 1996..
 CE0758
 CE0758.The geoid height was determined by GEOID03.
 CE0758
 CE0758.The dynamic height is computed by dividing the NAVD 88
 CE0758.geopotential number by the normal gravity value computed on the
 CE0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0758.degrees latitude (g = 980.6199 gals.).
 CE0758
 CE0758.The modeled gravity was interpolated from observed gravity values.
 CE0758
 CE0758;                    North         East    Units  Estimated Accuracy
 CE0758;SPC TX C     - 3,247,240.      122,710.      MT  (+/- 180 meters Scaled)
 CE0758
 CE0758                          SUPERSEDED SURVEY CONTROL
 CE0758
 CE0758.No superseded survey control is available for this station.
 CE0758
 CE0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR645140(NAD 83)
 CE0758_MARKER: DU = BOUNDARY MARKER
 CE0758_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CE0758_SP_SET: RETAINING WALL
 CE0758_MARK LOGO: IBWC  
 CE0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0758+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0758
 CE0758  HISTORY     - Date     Condition        Report By
 CE0758  HISTORY     - UNK      MONUMENTED       IBWC
 CE0758  HISTORY     - 19930112 GOOD             NGS
 CE0758
 CE0758                          STATION DESCRIPTION
 CE0758
 CE0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0758'6.6 KM (4.10 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0758'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0758'EL PASO, IN TOP OF AND 2.7 M (8.9 FT) WEST OF THE EAST END OF A
 CE0758'CONCRETE RETAINING WALL ON THE NORTH BANK OF THE RIO GRANDE RIVER,
 CE0758'4.7 M (15.4 FT) SOUTH OF THE ROAD CENTER, AND 0.5 M (1.6 FT) ABOVE
 CE0758'THE LEVEL OF THE ROAD.  NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0780 ***********************************************************************
 AH0780  DESIGNATION -  60
 AH0780  PID         -  AH0780
 AH0780  STATE/COUNTY-  TX/NUECES
 AH0780  USGS QUAD   -  ANNAVILLE (1975)
 AH0780
 AH0780                         *CURRENT SURVEY CONTROL
 AH0780  ___________________________________________________________________
 AH0780* NAD 83(1986)-  27 49 16.     (N)    097 32 09.     (W)     SCALED    
 AH0780* NAVD 88     -        17.88   (+/-2cm)      58.7    (feet)  VERTCON   
 AH0780  ___________________________________________________________________
 AH0780  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH0780
 AH0780  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0780
 AH0780.The horizontal coordinates were scaled from a topographic map and have
 AH0780.an estimated accuracy of +/- 6 seconds.
 AH0780
 AH0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0780.The vertical order pertains to the NGVD 29 superseded value.
 AH0780
 AH0780.The geoid height was determined by GEOID03.
 AH0780
 AH0780;                    North         East    Units  Estimated Accuracy
 AH0780;SPC TX S     - 5,239,070.      394,990.      MT  (+/- 180 meters Scaled)
 AH0780
 AH0780                          SUPERSEDED SURVEY CONTROL
 AH0780
 AH0780  NGVD 29 (??/??/92)   18.037  (m)           59.18   (f) ADJ UNCH    1 2
 AH0780
 AH0780.Superseded values are not recommended for survey control.
 AH0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0780.See file dsdata.txt to determine how the superseded data were derived.
 AH0780
 AH0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR442782(NAD 83)
 AH0780_MARKER: DD = SURVEY DISK
 AH0780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0780_SP_SET: CULVERT
 AH0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0780
 AH0780  HISTORY     - Date     Condition        Report By
 AH0780  HISTORY     - UNK      MONUMENTED       TXRD
 AH0780  HISTORY     - 1942     GOOD             NGS
 AH0780  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0780  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0780
 AH0780                          STATION DESCRIPTION
 AH0780
 AH0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AH0780'2.3 MI N FROM CLARKWOOD.
 AH0780'TO REACH FROM THE CITY WATER TANK AT CLARKWOOD-- PROCEED 2.3 MILES
 AH0780'NORTHERLY ALONG OILED ROAD TO THE INTERSECTION OF STATE HIGHWAY NO.9
 AH0780'AND THE SITE OF THE BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AH0780'EAST END OF THE NORTH HEADWALL OF MULTIPLE BOX CONCRETE CULVERT UNDER
 AH0780'HIGHWAY NO.9.  IT IS 20.0 FEET NORTH OF AND ABOUT 0.6 FOOT ABOVE THE
 AH0780'CENTERLINE OF THE HIGHWAY AND 26.0 FEET WEST OF THE CENTERLINE OF THE
 AH0780'COUNTY ROAD.  A STANDARD TEXAS RECLAMATION DEPARTMENT DISK WITH CAST
 AH0780'IN MARK LETTERS.  B.M.9 WAS PAINTED ON HEADWALL BY SOME PREVIOUS PARTY
 AH0780'OR PARTIES.
 AH0780
 AH0780                          STATION RECOVERY (1969)
 AH0780
 AH0780'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0780'MARK NOT FOUND.
 AH0780
 AH0780                          STATION RECOVERY (2001)
 AH0780
 AH0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0780'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0456 ***********************************************************************
 AE0456  DESIGNATION -  600
 AE0456  PID         -  AE0456
 AE0456  STATE/COUNTY-  TX/HIDALGO
 AE0456  USGS QUAD   -  HARGILL (1963)
 AE0456
 AE0456                         *CURRENT SURVEY CONTROL
 AE0456  ___________________________________________________________________
 AE0456* NAD 83(1986)-  26 29 40.     (N)    098 00 47.     (W)     SCALED    
 AE0456* NAVD 88     -        17.788  (meters)      58.36   (feet)  ADJUSTED  
 AE0456  ___________________________________________________________________
 AE0456  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0456  DYNAMIC HT  -          17.759 (meters)      58.26  (feet)  COMP
 AE0456  MODELED GRAV-     979,037.5   (mgal)                       NAVD 88
 AE0456
 AE0456  VERT ORDER  -  SECOND    CLASS 0
 AE0456
 AE0456.The horizontal coordinates were scaled from a topographic map and have
 AE0456.an estimated accuracy of +/- 6 seconds.
 AE0456
 AE0456.The orthometric height was determined by differential leveling
 AE0456.and adjusted by the National Geodetic Survey in June 1991..
 AE0456
 AE0456.The geoid height was determined by GEOID03.
 AE0456
 AE0456.The dynamic height is computed by dividing the NAVD 88
 AE0456.geopotential number by the normal gravity value computed on the
 AE0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0456.degrees latitude (g = 980.6199 gals.).
 AE0456
 AE0456.The modeled gravity was interpolated from observed gravity values.
 AE0456
 AE0456;                    North         East    Units  Estimated Accuracy
 AE0456;SPC TX S     - 5,091,810.      348,540.      MT  (+/- 180 meters Scaled)
 AE0456
 AE0456                          SUPERSEDED SURVEY CONTROL
 AE0456
 AE0456  NGVD 29 (??/??/92)   17.884  (m)           58.67   (f) ADJ UNCH    2 0
 AE0456
 AE0456.Superseded values are not recommended for survey control.
 AE0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0456.See file dsdata.txt to determine how the superseded data were derived.
 AE0456
 AE0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ983308(NAD 83)
 AE0456_MARKER: DB = BENCH MARK DISK
 AE0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0456_STAMPING: 600
 AE0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0456+STABILITY: SURFACE MOTION
 AE0456
 AE0456  HISTORY     - Date     Condition        Report By
 AE0456  HISTORY     - UNK      MONUMENTED       CGS
 AE0456  HISTORY     - 1942     GOOD             NGS
 AE0456  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0456
 AE0456                          STATION DESCRIPTION
 AE0456
 AE0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0456'11.6 MI SE FROM SAN MANUEL.
 AE0456'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 4.2 MILES
 AE0456'SOUTHERLY ALONG U.S. HIGHWAY NO. 281, THENCE GO 7.4 MILES EASTERLY
 AE0456'ALONG RED GATE ROAD AND STATE HIGHWAY NO. 186 TO SITE OF BENCH MARK.
 AE0456'BENCH MARK IS ABOUT 0.1 MILE WEST OF A DIRT ROAD LEADING SOUTH FROM
 AE0456'HIGHWAY, 91.0 FEET WEST OF A WOODEN GATE IN HIGHWAY FENCE, 8.0 FEET
 AE0456'SOUTH OF HIGHWAY FENCE, 43.5 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE
 AE0456'THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET WEST OF A 4X4-INCH WOODEN
 AE0456'MARKER POST.  MONUMENT PROJECTS 0.6 FOOT.
 AE0456
 AE0456                          STATION RECOVERY (1962)
 AE0456
 AE0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0864 ***********************************************************************
 AJ0864  DESIGNATION -  600
 AJ0864  PID         -  AJ0864
 AJ0864  STATE/COUNTY-  TX/WEBB
 AJ0864  USGS QUAD   -  MIRANDO CITY (1980)
 AJ0864
 AJ0864                         *CURRENT SURVEY CONTROL
 AJ0864  ___________________________________________________________________
 AJ0864* NAD 83(1986)-  27 26 57.     (N)    099 05 25.     (W)     SCALED    
 AJ0864* NAVD 88     -       182.673  (meters)     599.32   (feet)  ADJUSTED  
 AJ0864  ___________________________________________________________________
 AJ0864  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AJ0864  DYNAMIC HT  -         182.382 (meters)     598.36  (feet)  COMP
 AJ0864  MODELED GRAV-     979,050.8   (mgal)                       NAVD 88
 AJ0864
 AJ0864  VERT ORDER  -  FIRST     CLASS II
 AJ0864
 AJ0864.The horizontal coordinates were scaled from a topographic map and have
 AJ0864.an estimated accuracy of +/- 6 seconds.
 AJ0864
 AJ0864.The orthometric height was determined by differential leveling
 AJ0864.and adjusted by the National Geodetic Survey in June 1991..
 AJ0864
 AJ0864.The geoid height was determined by GEOID03.
 AJ0864
 AJ0864.The dynamic height is computed by dividing the NAVD 88
 AJ0864.geopotential number by the normal gravity value computed on the
 AJ0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0864.degrees latitude (g = 980.6199 gals.).
 AJ0864
 AJ0864.The modeled gravity was interpolated from observed gravity values.
 AJ0864
 AJ0864;                    North         East    Units  Estimated Accuracy
 AJ0864;SPC TX S     - 5,197,620.      241,650.      MT  (+/- 180 meters Scaled)
 AJ0864
 AJ0864                          SUPERSEDED SURVEY CONTROL
 AJ0864
 AJ0864  NGVD 29 (??/??/92)  182.682  (m)          599.35   (f) ADJ UNCH    1 2
 AJ0864
 AJ0864.Superseded values are not recommended for survey control.
 AJ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0864.See file dsdata.txt to determine how the superseded data were derived.
 AJ0864
 AJ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR910361(NAD 83)
 AJ0864_MARKER: P = PIPE CAP
 AJ0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0864_STAMPING: 600 1919 599.35
 AJ0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0864+STABILITY: SURFACE MOTION
 AJ0864
 AJ0864  HISTORY     - Date     Condition        Report By
 AJ0864  HISTORY     - 1919     MONUMENTED       USGS
 AJ0864  HISTORY     - 1943     GOOD             NGS
 AJ0864
 AJ0864                          STATION DESCRIPTION
 AJ0864
 AJ0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AJ0864'IN AGUILARES.
 AJ0864'AT AGUILARES BENCH MARK IS DIRECTLY ACROSS U.S. HIGHWAY NO. 59 AND THE
 AJ0864'TEXAS MEXICAN RAILWAY FROM THE DODIER MERCANTILE COMPANY BUILDING, AND
 AJ0864'ABOUT 87.0 FEET SOUTH-SOUTHWEST OF AND ACROSS THE TRACK FROM MILEPOST
 AJ0864'31.  IT IS 42.2 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE THE SOUTH RAIL
 AJ0864'OF TRACK, 20.0 FEET SOUTHWEST OF TELEPHONE POLE NO. E-62, AND 3.0 FEET
 AJ0864'WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT. A
 AJ0864'DISK CAP SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6297 ***********************************************************************
 AW6297  DESIGNATION -  600 00 455L USE 1948
 AW6297  PID         -  AW6297
 AW6297  STATE/COUNTY-  TX/HARRIS
 AW6297  USGS QUAD   -  LA PORTE (1982)
 AW6297
 AW6297                         *CURRENT SURVEY CONTROL
 AW6297  ___________________________________________________________________
 AW6297* NAD 83(1993)-  29 44 31.06538(N)    095 06 28.99083(W)     ADJUSTED  
 AW6297* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6297  ___________________________________________________________________
 AW6297  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6297  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6297
 AW6297  HORZ ORDER  -  THIRD
 AW6297
 AW6297.The horizontal coordinates were established by classical geodetic methods
 AW6297.and adjusted by the National Geodetic Survey in February 1996..
 AW6297
 AW6297.The orthometric height was scaled from a topographic map.
 AW6297
 AW6297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6297
 AW6297.The geoid height was determined by GEOID03.
 AW6297
 AW6297;                    North         East     Units Scale Factor Converg.
 AW6297;SPC TXSC     - 4,217,791.324   976,375.678   MT  0.99988839   +1 54 24.2
 AW6297;SPC TXSC     -13,837,870.37  3,203,325.87   sFT  0.99988839   +1 54 24.2
 AW6297;UTM  15      - 3,292,054.332   296,135.705   MT  1.00011281   -1 02 46.2
 AW6297
 AW6297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6297!SPC TXSC     -   1.00000427  x   0.99988839  =   0.99989266
 AW6297!UTM  15      -   1.00000427  x   1.00011281  =   1.00011708
 AW6297
 AW6297:                Primary Azimuth Mark                     Grid Az
 AW6297:SPC TXSC     -  577 54.80 455L USE 1948                  041 53 34.1
 AW6297:UTM  15      -  577 54.80 455L USE 1948                  044 50 44.5
 AW6297
 AW6297|---------------------------------------------------------------------|
 AW6297| PID    Reference Object                     Distance      Geod. Az  |
 AW6297|                                                           dddmmss.s |
 AW6297| AW6293 577 54.80 455L USE 1948             APPROX. 0.6 KM 0434758.3 |
 AW6297|---------------------------------------------------------------------|
 AW6297
 AW6297                          SUPERSEDED SURVEY CONTROL
 AW6297
 AW6297  NAD 83(1986)-  29 44 31.08064(N)    095 06 28.97195(W) AD(       ) 3
 AW6297  NAD 27      -  29 44 30.26055(N)    095 06 28.22246(W) AD(       ) 3
 AW6297
 AW6297.Superseded values are not recommended for survey control.
 AW6297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6297.See file dsdata.txt to determine how the superseded data were derived.
 AW6297
 AW6297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9613692054(NAD 83)
 AW6297_MARKER: DD = SURVEY DISK
 AW6297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6297+STABILITY: SURFACE MOTION
 AW6297
 AW6297  HISTORY     - Date     Condition        Report By
 AW6297  HISTORY     - 1948     MONUMENTED       USE
 AW6297  HISTORY     - 1955     GOOD             CGS
 AW6297
 AW6297                          STATION DESCRIPTION
 AW6297
 AW6297'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6297'LOCATED 2.3 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6297'THE N BANK OF THE HOUSTON SHIP CHANNEL, 135 FT. N OF THE
 AW6297'CHANNEL BANK, 215 FT. E OF A PROMINENT KNOLL, AND BESIDE
 AW6297'A 2- BY 2 WITNESS STAKE WITH THE STATION NUMBER PAINTED ON
 AW6297'ONE SIDE.
 AW6297'
 AW6297'A U.S.E. DISK, STAMPED 600+00 (455) AND SET IN THE TOP OF A
 AW6297'15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6297'
 AW6297'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6297'
 AW6297'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0196 ***********************************************************************
 AB0196  TIDAL BM    -  This is a Tidal Bench Mark.
 AB0196  DESIGNATION -  600 RL PT 7+470
 AB0196  PID         -  AB0196
 AB0196  STATE/COUNTY-  TX/WILLACY
 AB0196  USGS QUAD   -  PORT MANSFIELD (1975)
 AB0196
 AB0196                         *CURRENT SURVEY CONTROL
 AB0196  ___________________________________________________________________
 AB0196* NAD 83(1993)-  26 33 30.91928(N)    097 25 36.79149(W)     ADJUSTED  
 AB0196* NAVD 88     -         3.73   (+/-2cm)      12.2    (feet)  VERTCON   
 AB0196  ___________________________________________________________________
 AB0196  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AB0196  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB0196
 AB0196  HORZ ORDER  -  SECOND
 AB0196  VERT ORDER  -  THIRD (See Below)
 AB0196
 AB0196.The horizontal coordinates were established by classical geodetic methods
 AB0196.and adjusted by the National Geodetic Survey in February 1996..
 AB0196
 AB0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0196.The vertical order pertains to the NGVD 29 superseded value.
 AB0196
 AB0196.This Tidal Bench Mark is designated as VM 3099
 AB0196.by the Center for Operational Oceanographic Products and Services.
 AB0196
 AB0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0196
 AB0196.The geoid height was determined by GEOID03.
 AB0196
 AB0196;                    North         East     Units Scale Factor Converg.
 AB0196;SPC TX S     - 5,099,272.744   406,915.107   MT  0.99992441   +0 29 13.9
 AB0196;SPC TX S     -16,729,863.99  1,335,020.65   sFT  0.99992441   +0 29 13.9
 AB0196;UTM  14      - 2,938,508.343   656,693.425   MT  0.99990313   +0 42 12.6
 AB0196
 AB0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0196!SPC TX S     -   1.00000301  x   0.99992441  =   0.99992742
 AB0196!UTM  14      -   1.00000301  x   0.99990313  =   0.99990614
 AB0196
 AB0196                          SUPERSEDED SURVEY CONTROL
 AB0196
 AB0196  NAD 83(1986)-  26 33 30.93313(N)    097 25 36.75621(W) AD(       ) 2
 AB0196  NAD 27      -  26 33 29.69812(N)    097 25 35.82454(W) AD(       ) 2
 AB0196  NGVD 29 (06/28/90)    3.80   (m)           12.5    (f) LEVELING    3  
 AB0196
 AB0196.Superseded values are not recommended for survey control.
 AB0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0196.See file dsdata.txt to determine how the superseded data were derived.
 AB0196
 AB0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5669338508(NAD 83)
 AB0196_MARKER: DD = SURVEY DISK
 AB0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0196_STAMPING: 600 RL 1950 PT 7+470
 AB0196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0196+STABILITY: SURFACE MOTION
 AB0196
 AB0196  HISTORY     - Date     Condition        Report By
 AB0196  HISTORY     - 1980     MONUMENTED       LOCENG
 AB0196  HISTORY     - 1962     GOOD             NGS
 AB0196  HISTORY     - 1969     GOOD             NGS
 AB0196  HISTORY     - 1985     GOOD             NGS
 AB0196
 AB0196                          STATION DESCRIPTION
 AB0196
 AB0196'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (GEL)
 AB0196'THE STATION IS LOCATED ABOUT 24 MILES EAST-NORTHEAST OF
 AB0196'RAYMONDVILLE, IN THE TOWN OF PORT MANSFIELD.
 AB0196'
 AB0196'TO REACH THE STATION FROM THE JUNCTION OF STATE 186 AND FARM ROAD
 AB0196'606, IN THE TOWN OF PORT MANSFIELD, GO WESTERLY ON HIGHWAY 186.
 AB0196'
 AB0196'A STANDARD TXENGR DISK,
 AB0196'STAMPED---600 RL 1950 PT 7 470---,
 AB0196'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 AB0196'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 AB0196'98.6 FEET WEST FROM THE NORTHWEST CORNER OF THE RED FISH
 AB0196'MOTEL,
 AB0196'50 FEET SOUTHEAST FROM THE CENTER OF MANSFIELD ROAD AND
 AB0196'1.2 FEET SOUTHEAST FROM A METAL WITNESS POST.
 AB0196'THIS DISK IS SLIGHTLY DEFACED.
 AB0196
 AB0196                          STATION RECOVERY (1962)
 AB0196
 AB0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AB0196'IN PORT MANSFIELD.
 AB0196'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 186 AND U.S. HIGHWAY 77 IN
 AB0196'RAYMONDVILLE, GO EASTERLY ON HIGHWAY 186 FOR 8.8 MILES TO FARM ROAD
 AB0196'497, THENCE 16.2 MILES ON FARM ROAD 497 TO THE JUNCTION OF FARM ROAD
 AB0196'606 AND MARK ON THE RIGHT, 99 FEET WEST OF THE NORTHWEST CORNER OF THE
 AB0196'RED FISH MOTEL, 50 FEET SOUTH OF THE CENTER OF FARM ROAD 497, 35 FEET
 AB0196'SOUTHEAST OF ROAD SIGN POSTS MARKING FARM ROADS 497 AND 606, AND 16
 AB0196'FEET SOUTHWEST OF A SEWER TILE.  NOTE-- USE WITH CAUTION.
 AB0196
 AB0196                          STATION RECOVERY (1969)
 AB0196
 AB0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 AB0196'RECOVERED IN GOOD CONDITION.
 AB0196
 AB0196                          STATION RECOVERY (1985)
 AB0196
 AB0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB0196'THE STATION WAS RECOVERED AT THIS DATE.
 AB0196'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1980 DESCRIPTION TO
 AB0196'STATION LEGION 1939.
 AB0196'
 AB0196'AN EDM TIE WAS MADE TO STATION LEGION 2 1969 AND A TAPED MEASURED
 AB0196'DISTANCE WAS OBTAINED TO STATION LEGION 1939.
 AB0196'
 AB0196'DESCRIBED BY J. N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0651 ***********************************************************************
 AW0651  DESIGNATION -  60+00 1000 70+00 USE
 AW0651  PID         -  AW0651
 AW0651  STATE/COUNTY-  TX/GALVESTON
 AW0651  USGS QUAD   -  GALVESTON (1994)
 AW0651
 AW0651                         *CURRENT SURVEY CONTROL
 AW0651  ___________________________________________________________________
 AW0651* NAD 83(1986)-  29 15 31.     (N)    094 50 33.     (W)     SCALED    
 AW0651* NAVD 88     -         2.17   (+/-2cm)       7.1    (feet)  VERTCON   
 AW0651  ___________________________________________________________________
 AW0651  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0651
 AW0651  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0651
 AW0651.The horizontal coordinates were scaled from a topographic map and have
 AW0651.an estimated accuracy of +/- 6 seconds.
 AW0651
 AW0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0651.The vertical order pertains to the NGVD 29 superseded value.
 AW0651
 AW0651.The geoid height was determined by GEOID03.
 AW0651
 AW0651;                    North         East    Units  Estimated Accuracy
 AW0651;SPC TXSC     - 4,165,140.    1,003,950.      MT  (+/- 180 meters Scaled)
 AW0651
 AW0651                          SUPERSEDED SURVEY CONTROL
 AW0651
 AW0651  NGVD 29 (??/??/92)    2.167  (m)            7.11   (f) ADJ UNCH    1 2
 AW0651
 AW0651.Superseded values are not recommended for survey control.
 AW0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0651.See file dsdata.txt to determine how the superseded data were derived.
 AW0651
 AW0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN209380(NAD 83)
 AW0651_MARKER: DD = SURVEY DISK
 AW0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0651_STAMPING: 60+00 1000 70+00
 AW0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0651+STABILITY: SURFACE MOTION
 AW0651
 AW0651  HISTORY     - Date     Condition        Report By
 AW0651  HISTORY     - UNK      MONUMENTED       USE
 AW0651  HISTORY     - 1964     GOOD             NGS
 AW0651  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0651  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0651  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0651  HISTORY     - 20031207 MARK NOT FOUND   USPSQD
 AW0651  HISTORY     - 20041208 MARK NOT FOUND   USPSQD
 AW0651
 AW0651                          STATION DESCRIPTION
 AW0651
 AW0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0651'4.1 MI SW FROM GALVESTON.
 AW0651'ABOUT 4.1 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM MOODY CENTER
 AW0651'AT GALVESTON, 200 FEET NORTHWEST OF THE CENTER LINE OF THE BOULEVARD
 AW0651'238 FEET SOUTHEAST OF THE CENTER LINE OF STEWART ROAD, 161 1/2 FEET
 AW0651'NORTHWEST OF THE SOUTHEAST EDGE OF A CONCRETE SIDEWALK, 0.6 FOOT
 AW0651'SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 AW0651'POST ABOUT 12 INCHES BELOW THE GROUND.
 AW0651
 AW0651                          STATION RECOVERY (1978)
 AW0651
 AW0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0651'SEARCHED FOR ,NOT RECOVERED.
 AW0651
 AW0651                          STATION RECOVERY (1987)
 AW0651
 AW0651'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0651'MARK NOT FOUND.
 AW0651
 AW0651                          STATION RECOVERY (1987)
 AW0651
 AW0651'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAC)
 AW0651'MARK NOT FOUND.
 AW0651
 AW0651                          STATION RECOVERY (2003)
 AW0651
 AW0651'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0651'MARK NOT FOUND.
 AW0651
 AW0651                          STATION RECOVERY (2004)
 AW0651
 AW0651'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3564 ***********************************************************************
 AW3564  DESIGNATION -  600+00 400 1937
 AW3564  PID         -  AW3564
 AW3564  STATE/COUNTY-  TX/HARRIS
 AW3564  USGS QUAD   -  LA PORTE (1982)
 AW3564
 AW3564                         *CURRENT SURVEY CONTROL
 AW3564  ___________________________________________________________________
 AW3564* NAD 83(1986)-  29 44 26.     (N)    095 06 26.     (W)     SCALED    
 AW3564* NAVD 88     -         2.48   (+/-2cm)       8.1    (feet)  VERTCON   
 AW3564  ___________________________________________________________________
 AW3564  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3564
 AW3564  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3564
 AW3564.The horizontal coordinates were scaled from a topographic map and have
 AW3564.an estimated accuracy of +/- 6 seconds.
 AW3564
 AW3564.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3564.The vertical order pertains to the NGVD 29 superseded value.
 AW3564
 AW3564.The geoid height was determined by GEOID03.
 AW3564
 AW3564;                    North         East    Units  Estimated Accuracy
 AW3564;SPC TXSC     - 4,217,640.      976,460.      MT  (+/- 180 meters Scaled)
 AW3564
 AW3564                          SUPERSEDED SURVEY CONTROL
 AW3564
 AW3564  NGVD 29 (??/??/92)    2.481  (m)            8.14   (f) ADJ UNCH    1 2
 AW3564
 AW3564.Superseded values are not recommended for survey control.
 AW3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3564.See file dsdata.txt to determine how the superseded data were derived.
 AW3564
 AW3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN962918(NAD 83)
 AW3564_MARKER: DD = SURVEY DISK
 AW3564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3564_STAMPING: 600+00 400 1937
 AW3564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3564+STABILITY: SURFACE MOTION
 AW3564
 AW3564  HISTORY     - Date     Condition        Report By
 AW3564  HISTORY     - 1937     MONUMENTED       USE
 AW3564  HISTORY     - 1959     GOOD             NGS
 AW3564  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3564
 AW3564                          STATION DESCRIPTION
 AW3564
 AW3564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3564'2.6 MI SW FROM LYNCHBURG.
 AW3564'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3564'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3564'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK, THENCE
 AW3564'ABOUT 0.35 MILE SOUTHWEST ALONG THE CHANNEL, 263 FEET SOUTHEAST OF THE
 AW3564'TOP OF A DIRT LEVEE, 11 FEET NORTHWEST OF THE HIGH WATER LINE, 3 1/2
 AW3564'FEET SOUTHEAST OF A 3 X 10-INCH POST PROJECTING 6 1/2 FEET, AND IN THE
 AW3564'TOP OF A CONCRETE POST FLUSH WITH THE GROUND. NOTE-- BELIEVED TO HAVE
 AW3564'BEEN WASHED INTO THE SHIP CHANNEL.  MARK WAS ONLY 11 FEET FROM HIGH
 AW3564'WATER LINE IN 1959.
 AW3564
 AW3564                          STATION RECOVERY (1964)
 AW3564
 AW3564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1153 ***********************************************************************
 AB1153  DESIGNATION -  602
 AB1153  PID         -  AB1153
 AB1153  STATE/COUNTY-  TX/HIDALGO
 AB1153  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1153
 AB1153                         *CURRENT SURVEY CONTROL
 AB1153  ___________________________________________________________________
 AB1153* NAD 83(1986)-  26 34 18.     (N)    097 59 07.     (W)     SCALED    
 AB1153* NAVD 88     -        16.181  (meters)      53.09   (feet)  ADJUSTED  
 AB1153  ___________________________________________________________________
 AB1153  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AB1153  DYNAMIC HT  -          16.155 (meters)      53.00  (feet)  COMP
 AB1153  MODELED GRAV-     979,044.4   (mgal)                       NAVD 88
 AB1153
 AB1153  VERT ORDER  -  SECOND    CLASS 0
 AB1153
 AB1153.The horizontal coordinates were scaled from a topographic map and have
 AB1153.an estimated accuracy of +/- 6 seconds.
 AB1153
 AB1153.The orthometric height was determined by differential leveling
 AB1153.and adjusted by the National Geodetic Survey in June 1991..
 AB1153
 AB1153.The geoid height was determined by GEOID03.
 AB1153
 AB1153.The dynamic height is computed by dividing the NAVD 88
 AB1153.geopotential number by the normal gravity value computed on the
 AB1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1153.degrees latitude (g = 980.6199 gals.).
 AB1153
 AB1153.The modeled gravity was interpolated from observed gravity values.
 AB1153
 AB1153;                    North         East    Units  Estimated Accuracy
 AB1153;SPC TX S     - 5,100,370.      351,280.      MT  (+/- 180 meters Scaled)
 AB1153
 AB1153                          SUPERSEDED SURVEY CONTROL
 AB1153
 AB1153  NGVD 29 (??/??/92)   16.275  (m)           53.40   (f) ADJ UNCH    2 0
 AB1153
 AB1153.Superseded values are not recommended for survey control.
 AB1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1153.See file dsdata.txt to determine how the superseded data were derived.
 AB1153
 AB1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ010393(NAD 83)
 AB1153_MARKER: DD = SURVEY DISK
 AB1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1153_STAMPING: 602
 AB1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1153+STABILITY: SURFACE MOTION
 AB1153
 AB1153  HISTORY     - Date     Condition        Report By
 AB1153  HISTORY     - UNK      MONUMENTED       TXGS
 AB1153  HISTORY     - 1942     GOOD             NGS
 AB1153
 AB1153                          STATION DESCRIPTION
 AB1153
 AB1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1153'9.9 MI E FROM SAN MANUEL.
 AB1153'9.9 MILES EAST ALONG A GRADED DIRT ROAD FROM SAN MANUEL CHURCH AT SAN
 AB1153'MANUEL, HIDALGO COUNTY, AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 AB1153'30 FEET NORTH OF THE CENTER OF LINE IN THE ROAD, 3 FEET WEST OF A
 AB1153'NORTH-SOUTH FENCE, 10 FEET NORTH OF AN EAST-WEST FENCE, 2.5 FEET EAST
 AB1153'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AB1153'A STATE SURVEY STANDARD DISK, STAMPED 602 AND SET IN THE TOP OF A
 AB1153'CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1152 ***********************************************************************
 AB1152  DESIGNATION -  603
 AB1152  PID         -  AB1152
 AB1152  STATE/COUNTY-  TX/HIDALGO
 AB1152  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1152
 AB1152                         *CURRENT SURVEY CONTROL
 AB1152  ___________________________________________________________________
 AB1152* NAD 83(1986)-  26 34 20.     (N)    097 59 26.     (W)     SCALED    
 AB1152* NAVD 88     -        16.652  (meters)      54.63   (feet)  ADJUSTED  
 AB1152  ___________________________________________________________________
 AB1152  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AB1152  DYNAMIC HT  -          16.625 (meters)      54.54  (feet)  COMP
 AB1152  MODELED GRAV-     979,044.2   (mgal)                       NAVD 88
 AB1152
 AB1152  VERT ORDER  -  SECOND    CLASS 0
 AB1152
 AB1152.The horizontal coordinates were scaled from a topographic map and have
 AB1152.an estimated accuracy of +/- 6 seconds.
 AB1152
 AB1152.The orthometric height was determined by differential leveling
 AB1152.and adjusted by the National Geodetic Survey in June 1991..
 AB1152
 AB1152.The geoid height was determined by GEOID03.
 AB1152
 AB1152.The dynamic height is computed by dividing the NAVD 88
 AB1152.geopotential number by the normal gravity value computed on the
 AB1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1152.degrees latitude (g = 980.6199 gals.).
 AB1152
 AB1152.The modeled gravity was interpolated from observed gravity values.
 AB1152
 AB1152;                    North         East    Units  Estimated Accuracy
 AB1152;SPC TX S     - 5,100,430.      350,750.      MT  (+/- 180 meters Scaled)
 AB1152
 AB1152                          SUPERSEDED SURVEY CONTROL
 AB1152
 AB1152  NGVD 29 (??/??/92)   16.746  (m)           54.94   (f) ADJ UNCH    2 0
 AB1152
 AB1152.Superseded values are not recommended for survey control.
 AB1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1152.See file dsdata.txt to determine how the superseded data were derived.
 AB1152
 AB1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ005394(NAD 83)
 AB1152_MARKER: DD = SURVEY DISK
 AB1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1152_STAMPING: 603
 AB1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1152+STABILITY: SURFACE MOTION
 AB1152
 AB1152  HISTORY     - Date     Condition        Report By
 AB1152  HISTORY     - UNK      MONUMENTED       TXGS
 AB1152  HISTORY     - 1942     GOOD             NGS
 AB1152
 AB1152                          STATION DESCRIPTION
 AB1152
 AB1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB1152'9.6 MI E FROM SAN MANUEL.
 AB1152'ABOUT 9.6 MILES EAST ALONG A GRADED DIRT ROAD FROM SAN MANUEL CHURCH
 AB1152'AT SAN MANUEL, HIDALGO COUNTY, AT THE SOUTH EDGE OF A SMALL CULTIVATED
 AB1152'FIELD, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 FEET NORTH OF
 AB1152'A ROAD FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 AB1152'LEVEL WITH THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED 603 AND
 AB1152'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FOOT ABOVE
 AB1152'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0412 ***********************************************************************
 AO0412  DESIGNATION -  603.86 USGS=Z 63
 AO0412  PID         -  AO0412
 AO0412  STATE/COUNTY-  TX/DIMMIT
 AO0412  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0412
 AO0412                         *CURRENT SURVEY CONTROL
 AO0412  ___________________________________________________________________
 AO0412* NAD 83(1986)-  28 31 17.     (N)    099 51 37.     (W)     SCALED    
 AO0412* NAVD 88     -       184.104  (meters)     604.01   (feet)  POSTED    
 AO0412  ___________________________________________________________________
 AO0412  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AO0412  DYNAMIC HT  -         183.830 (meters)     603.12  (feet)  COMP
 AO0412  MODELED GRAV-     979,139.9   (mgal)                       NAVD 88
 AO0412
 AO0412  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0412
 AO0412.The horizontal coordinates were scaled from a topographic map and have
 AO0412.an estimated accuracy of +/- 6 seconds.
 AO0412
 AO0412.The orthometric height was determined by differential leveling
 AO0412.and adjusted by the National Geodetic Survey in 1992..
 AO0412.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0412.rate of 1.1 thru 2.0 mm/km.
 AO0412
 AO0412.The geoid height was determined by GEOID03.
 AO0412
 AO0412.The dynamic height is computed by dividing the NAVD 88
 AO0412.geopotential number by the normal gravity value computed on the
 AO0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0412.degrees latitude (g = 980.6199 gals.).
 AO0412
 AO0412.The modeled gravity was interpolated from observed gravity values.
 AO0412
 AO0412;                    North         East    Units  Estimated Accuracy
 AO0412;SPC TXSC     - 4,076,570.      515,800.      MT  (+/- 180 meters Scaled)
 AO0412
 AO0412                          SUPERSEDED SURVEY CONTROL
 AO0412
 AO0412  NGVD 29 (??/??/92)  184.03   (m)          603.8    (f) COMPUTED    1 2
 AO0412
 AO0412.Superseded values are not recommended for survey control.
 AO0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0412.See file dsdata.txt to determine how the superseded data were derived.
 AO0412
 AO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS158552(NAD 83)
 AO0412_MARKER: DB = BENCH MARK DISK
 AO0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0412_SP_SET: BUILDING
 AO0412_STAMPING: Z 63 1919 ELEV 603.985 FT
 AO0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0412
 AO0412  HISTORY     - Date     Condition        Report By
 AO0412  HISTORY     - 1919     MONUMENTED       CGS
 AO0412  HISTORY     - 1957     MARK NOT FOUND   NGS
 AO0412
 AO0412                          STATION DESCRIPTION
 AO0412
 AO0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0412'IN CARRIZO SPRINGS.
 AO0412'AT CARRIZO SPRINGS, DIMMIT COUNTY, IN THE NORTHEAST CORNER OF THE CITY
 AO0412'DRUG STORE.  A STANDARD DISK.  NOTE-- IT WAS PROBABLY COVERED WITH
 AO0412'STUCCO WHEN THE DRUG STORE WAS REMODELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0220 ***********************************************************************
 AE0220  DESIGNATION -  605 TXGS
 AE0220  PID         -  AE0220
 AE0220  STATE/COUNTY-  TX/HIDALGO
 AE0220  USGS QUAD   -  LINN (1982)
 AE0220
 AE0220                         *CURRENT SURVEY CONTROL
 AE0220  ___________________________________________________________________
 AE0220* NAD 83(1993)-  26 34 39.92490(N)    098 01 22.68034(W)     ADJUSTED  
 AE0220* NAVD 88     -        18.856  (meters)      61.86   (feet)  ADJUSTED  
 AE0220  ___________________________________________________________________
 AE0220  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AE0220  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE0220  DYNAMIC HT  -          18.826 (meters)      61.77  (feet)  COMP
 AE0220  MODELED GRAV-     979,043.3   (mgal)                       NAVD 88
 AE0220
 AE0220  HORZ ORDER  -  SECOND
 AE0220  VERT ORDER  -  SECOND    CLASS 0
 AE0220
 AE0220.The horizontal coordinates were established by classical geodetic methods
 AE0220.and adjusted by the National Geodetic Survey in February 1996..
 AE0220
 AE0220.The orthometric height was determined by differential leveling
 AE0220.and adjusted by the National Geodetic Survey in June 1991..
 AE0220
 AE0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0220
 AE0220.The geoid height was determined by GEOID03.
 AE0220
 AE0220.The dynamic height is computed by dividing the NAVD 88
 AE0220.geopotential number by the normal gravity value computed on the
 AE0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0220.degrees latitude (g = 980.6199 gals.).
 AE0220
 AE0220.The modeled gravity was interpolated from observed gravity values.
 AE0220
 AE0220;                    North         East     Units Scale Factor Converg.
 AE0220;SPC TX S     - 5,101,031.603   347,519.615   MT  0.99992190   +0 12 59.7
 AE0220;SPC TX S     -16,735,634.52  1,140,153.94   sFT  0.99992190   +0 12 59.7
 AE0220;UTM  14      - 2,940,040.526   597,298.808   MT  0.99971688   +0 26 13.8
 AE0220
 AE0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0220!SPC TX S     -   1.00000083  x   0.99992190  =   0.99992273
 AE0220!UTM  14      -   1.00000083  x   0.99971688  =   0.99971771
 AE0220
 AE0220                          SUPERSEDED SURVEY CONTROL
 AE0220
 AE0220  NAD 83(1986)-  26 34 39.93259(N)    098 01 22.64679(W) AD(       ) 2
 AE0220  NAD 27      -  26 34 38.70400(N)    098 01 21.63020(W) AD(       ) 2
 AE0220  NGVD 29 (??/??/92)   18.954  (m)           62.18   (f) ADJ UNCH    2 0
 AE0220
 AE0220.Superseded values are not recommended for survey control.
 AE0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0220.See file dsdata.txt to determine how the superseded data were derived.
 AE0220
 AE0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ9729940041(NAD 83)
 AE0220_MARKER: DD = SURVEY DISK
 AE0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0220_STAMPING: 605
 AE0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0220+STABILITY: SURFACE MOTION
 AE0220
 AE0220  HISTORY     - Date     Condition        Report By
 AE0220  HISTORY     - 1961     MONUMENTED       CGS
 AE0220  HISTORY     - 1942     GOOD             NGS
 AE0220
 AE0220                          STATION DESCRIPTION
 AE0220
 AE0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE0220'THE STATION IS APPROXIMATELY 9 MILES NORTH OF HARGILL, 6-1/4
 AE0220'MILES EAST OF LINN, ON THE NORTH SIDE OF A SAND ROAD.
 AE0220'
 AE0220'THE MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 AE0220'DISK STAMPED STATION NO 605, SET IN THE TOP OF A 6 INCH SQUARE
 AE0220'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 129 FEET EAST OF
 AE0220'THE CENTER OF A ROAD FORK, 10 FEET NORTH OF THE CENTER OF THE
 AE0220'TRACK SAND ROAD AND 3 FEET SOUTH OF A FENCE.
 AE0220'
 AE0220'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 AE0220'LOTE, DISTANCE BEING 38.86 FEET (11.845 METERS) NORTH OF
 AE0220'STATION LOTE.
 AE0220
 AE0220                          STATION RECOVERY (1942)
 AE0220
 AE0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AE0220'7.5 MI E FROM SAN MANUEL.
 AE0220'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 7.5 MILES
 AE0220'EASTERLY ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH IS 130.0
 AE0220'FEET EAST OF NORTH-SOUTH JOG IN ROAD, 150.0 FEET EAST OF WOODEN GATE
 AE0220'IN ROAD FENCE, 3.5 FEET SOUTH OF FENCE, 15.0 FEET NORTH OF AND ABOUT
 AE0220'THE SAME ELEVATION AS CENTERLINE OF THE ROAD, AND 2.5 FEET EAST OF A
 AE0220'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2830 ***********************************************************************
 AB2830  PACS        -  This is a Primary Airport Control Station.
 AB2830  DESIGNATION -  60F C
 AB2830  PID         -  AB2830
 AB2830  STATE/COUNTY-  TX/BAYLOR
 AB2830  USGS QUAD   -  SOUTHWEST LAKE KEMP (1966)
 AB2830
 AB2830                         *CURRENT SURVEY CONTROL
 AB2830  ___________________________________________________________________
 AB2830* NAD 83(1993)-  33 38 28.65941(N)    099 15 39.03710(W)     ADJUSTED  
 AB2830* NAVD 88     -       407.87   (meters)    1338.2    (feet)  GPS OBS   
 AB2830  ___________________________________________________________________
 AB2830  X           -    -855,455.373 (meters)                     COMP
 AB2830  Y           -  -5,246,434.280 (meters)                     COMP
 AB2830  Z           -   3,513,602.235 (meters)                     COMP
 AB2830  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AB2830  ELLIP HEIGHT-         379.60  (meters)          (10/24/00) GPS OBS
 AB2830  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AB2830
 AB2830  HORZ ORDER  -  B
 AB2830  ELLP ORDER  -  FOURTH    CLASS II
 AB2830
 AB2830.This mark is at Seymore Muni (60F) Airport (60F)
 AB2830
 AB2830.The horizontal coordinates were established by GPS observations
 AB2830.and adjusted by the National Geodetic Survey in February 1996..
 AB2830
 AB2830.The orthometric height was determined by GPS observations and a
 AB2830.high-resolution geoid model.
 AB2830
 AB2830.GPS derived orthometric heights for airport stations designated as
 AB2830.PACS or SACS are published to 2 decimal places.  This maintains
 AB2830.centimeter relative accuracy between the PACS and SACS.  It does
 AB2830.not indicate centimeter accuracy relative to other marks which are
 AB2830.part of the NAVD 88 network.
 AB2830
 AB2830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2830
 AB2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2830
 AB2830.The ellipsoidal height was determined by GPS observations
 AB2830.and is referenced to NAD 83.
 AB2830
 AB2830.The geoid height was determined by GEOID03.
 AB2830
 AB2830;                    North         East     Units Scale Factor Converg.
 AB2830;SPC TXNC     - 2,219,226.637   529,421.429   MT  0.99992545   -0 24 53.9
 AB2830;SPC TXNC     - 7,280,912.72  1,736,943.47   sFT  0.99992545   -0 24 53.9
 AB2830;UTM  14      - 3,722,415.062   475,810.844   MT  0.99960721   -0 08 40.2
 AB2830
 AB2830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2830!SPC TXNC     -   0.99994041  x   0.99992545  =   0.99986586
 AB2830!UTM  14      -   0.99994041  x   0.99960721  =   0.99954764
 AB2830
 AB2830:                Primary Azimuth Mark                     Grid Az
 AB2830:SPC TXNC     -  FAA 60F A                                359 16 28.2
 AB2830:UTM  14      -  FAA 60F A                                359 00 14.5
 AB2830
 AB2830|---------------------------------------------------------------------|
 AB2830| PID    Reference Object                     Distance      Geod. Az  |
 AB2830|                                                           dddmmss.s |
 AB2830| DO0981 FAA 60F A                           APPROX. 0.6 KM 3585134.3 |
 AB2830|---------------------------------------------------------------------|
 AB2830
 AB2830                          SUPERSEDED SURVEY CONTROL
 AB2830
 AB2830  ELLIP H (02/20/96)  379.64   (m)                       GP(       ) 1 1
 AB2830
 AB2830.Superseded values are not recommended for survey control.
 AB2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2830.See file dsdata.txt to determine how the superseded data were derived.
 AB2830
 AB2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7581122415(NAD 83)
 AB2830_MARKER: I = METAL ROD
 AB2830_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2830_STAMPING: 60F C 1995
 AB2830_MARK LOGO: NGS   
 AB2830_PROJECTION: FLUSH
 AB2830_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2830+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2830_ROD/PIPE-DEPTH: 3.93 meters
 AB2830_SLEEVE-DEPTH  : 1 meters
 AB2830
 AB2830  HISTORY     - Date     Condition        Report By
 AB2830  HISTORY     - 1995     MONUMENTED       NGS
 AB2830
 AB2830                          STATION DESCRIPTION
 AB2830
 AB2830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2830'THE STATION IS LOCATED ABOUT 51.0 MI (82.1 KM) SOUTHWEST OF WICHITA
 AB2830'FALLS, 32.0 MI (51.5 KM) NORTH OF THROCKMORTON, 2.6 MI (4.2 KM) NORTH
 AB2830'OF SEYMOUR AND AT THE SEYMOUR MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 AB2830'SEYMOUR, BOX 31, SEYMOUR, TX.  76380.  CITY MANAGER IS SCOTT THOMPSON.
 AB2830'PHONE (817) 888-3148.  TO REACH THE STATION FROM THE JUCTION OF US
 AB2830'HIGHWAYS 82/183/277/283 AND STATE HIGHWAY 1919 ON THE NORTH SIDE OF
 AB2830'SEYMOUR, GO NORTH ON STATE HIGHWAY 1919 FOR 2.3 MI (3.7 KM) TO THE
 AB2830'JUCTION OF STATE HIGHWAY 2069 ON THE LEFT AND THE AIRPORT ENTRANCE
 AB2830'ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD
 AB2830'FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.  THE STATION IS 85.0
 AB2830'FT (25.9 M) NORTH OF THE ENTRANCE ROAD CENTER, 64.1 FT (19.5 M) NORTH
 AB2830'OF A WITNESS POST SET INTO A CABLE FENCELINE AND 37.5 FT (11.4 M) WEST
 AB2830'OF THE TAXIWAY CENTER AT THE ANGLED PAVEMENT END.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2829 ***********************************************************************
 AB2829  PACS        -  This is a Primary Airport Control Station.
 AB2829  DESIGNATION -  60R A
 AB2829  PID         -  AB2829
 AB2829  STATE/COUNTY-  TX/GRIMES
 AB2829  USGS QUAD   -  COURTNEY (1989)
 AB2829
 AB2829                         *CURRENT SURVEY CONTROL
 AB2829  ___________________________________________________________________
 AB2829* NAD 83(1993)-  30 22 20.48169(N)    096 06 59.07465(W)     ADJUSTED  
 AB2829* NAVD 88     -        68.25   (meters)     223.9    (feet)  GPS OBS   
 AB2829  ___________________________________________________________________
 AB2829  X           -    -586,821.723 (meters)                     COMP
 AB2829  Y           -  -5,476,185.214 (meters)                     COMP
 AB2829  Z           -   3,206,074.675 (meters)                     COMP
 AB2829  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AB2829  ELLIP HEIGHT-          40.90  (meters)          (10/24/00) GPS OBS
 AB2829  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AB2829
 AB2829  HORZ ORDER  -  B
 AB2829  ELLP ORDER  -  FOURTH    CLASS II
 AB2829
 AB2829.This mark is at Navasota Muni (60R) Airport (60R)
 AB2829
 AB2829.The horizontal coordinates were established by GPS observations
 AB2829.and adjusted by the National Geodetic Survey in February 1996..
 AB2829
 AB2829.The orthometric height was determined by GPS observations and a
 AB2829.high-resolution geoid model.
 AB2829
 AB2829.GPS derived orthometric heights for airport stations designated as
 AB2829.PACS or SACS are published to 2 decimal places.  This maintains
 AB2829.centimeter relative accuracy between the PACS and SACS.  It does
 AB2829.not indicate centimeter accuracy relative to other marks which are
 AB2829.part of the NAVD 88 network.
 AB2829
 AB2829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2829
 AB2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2829
 AB2829.The ellipsoidal height was determined by GPS observations
 AB2829.and is referenced to NAD 83.
 AB2829
 AB2829.The geoid height was determined by GEOID03.
 AB2829
 AB2829;                    North         East     Units Scale Factor Converg.
 AB2829;SPC TX C     - 3,085,911.830 1,105,226.988   MT  0.99994158   +2 10 19.1
 AB2829;SPC TX C     -10,124,362.40  3,626,065.54   sFT  0.99994158   +2 10 19.1
 AB2829;UTM  14      - 3,363,574.484   777,129.071   MT  1.00054758   +1 27 32.1
 AB2829
 AB2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2829!SPC TX C     -   0.99999358  x   0.99994158  =   0.99993516
 AB2829!UTM  14      -   0.99999358  x   1.00054758  =   1.00054115
 AB2829
 AB2829|---------------------------------------------------------------------|
 AB2829| PID    Reference Object                     Distance      Geod. Az  |
 AB2829|                                                           dddmmss.s |
 AB2829| BM1106 NAVAPORT                            306.513 METERS 05945     |
 AB2829| BM1107 NAVAPORT AZ MK                      APPROX. 0.6 KM 1485634.7 |
 AB2829|---------------------------------------------------------------------|
 AB2829
 AB2829                          SUPERSEDED SURVEY CONTROL
 AB2829
 AB2829  ELLIP H (02/20/96)   40.94   (m)                       GP(       ) 1 1
 AB2829
 AB2829.Superseded values are not recommended for survey control.
 AB2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2829.See file dsdata.txt to determine how the superseded data were derived.
 AB2829
 AB2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7712963574(NAD 83)
 AB2829_MARKER: I = METAL ROD
 AB2829_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2829_STAMPING: 60R A 1995
 AB2829_MARK LOGO: NGS   
 AB2829_PROJECTION: FLUSH
 AB2829_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2829+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2829_ROD/PIPE-DEPTH: 5.5  meters
 AB2829_SLEEVE-DEPTH  : 0.9 meters
 AB2829
 AB2829  HISTORY     - Date     Condition        Report By
 AB2829  HISTORY     - 1995     MONUMENTED       NGS
 AB2829  HISTORY     - 19991107 GOOD             USPSQD
 AB2829  HISTORY     - 20030625 MARK NOT FOUND   CDSMS
 AB2829
 AB2829                          STATION DESCRIPTION
 AB2829
 AB2829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2829'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF NAVASOTA AT
 AB2829'THE NAVASOTA MUNICIPAL AIRPORT, WEST OF THE HANGARS NEAR THE SOUTHWEST
 AB2829'PERIMETER FENCE CORNER.  OWNERSHIP--CITY OF NAVASOTA, BOX 910,
 AB2829'NAVASOTA TX 77868.  BOBBY WHITE IS AIRPORT MANAGER.  PHONE
 AB2829'409-825-6458.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AB2829'105 AND AND U.S.  HIGHWAY 6 BUSINESS IN NAVASOTA, GO SOUTHWEST ON
 AB2829'HIGHWAY 105 FOR 3 KM (1.85 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.
 AB2829'TURN LEFT, SOUTHEAST, ON THE ENTRANCE ROAD FOR 0.5 KM (0.30 MI) TO THE
 AB2829'AIRPORT APRON GATE.  PASS THROUGH THE GATE, TURN RIGHT, SOUTHEAST, FOR
 AB2829'0.18 KM (0.10 MI) TO THE PROPERTY CORNER AND THE STATION ON THE LEFT.
 AB2829'THE STATION IS 176 M (577.4 FT) SOUTHWEST OF THE CENTER OF THE
 AB2829'CHAIN-LINK ENTRANCE GATE, 13.3 M (43.6 FT) EAST OF A FENCE CORNER, 9.5
 AB2829'M (31.2 FT) EAST-SOUTHEAST OF A UTILITY POLE WITH 4 GUY-CABLES, AND
 AB2829'0.8 M (2.6 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE-- ACCESS TO
 AB2829'THE DATUM POINT IS THRU A 5-INCH LOGO CAP. SLEEVE DEPTH DOES ON MEET
 AB2829'CLASS A REQUIREMENTS.  BY DEB.
 AB2829
 AB2829                          STATION RECOVERY (1999)
 AB2829
 AB2829'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2829'RECOVERED IN GOOD CONDITION.
 AB2829
 AB2829                          STATION RECOVERY (2003)
 AB2829
 AB2829'RECOVERY NOTE BY CDS/MUERY SERVICES 2003 (CAG)
 AB2829'DESCRIBED LOCATION OF MONUMENT LIES IN THE CENTER OF AN ASPHALT
 AB2829'ROADWAY CONSTRUCTED SOMETIME BETWEEN 2000 AND 2002.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0456 ***********************************************************************
 AW0456  DESIGNATION -  61
 AW0456  PID         -  AW0456
 AW0456  STATE/COUNTY-  TX/GALVESTON
 AW0456  USGS QUAD   -  GALVESTON (1994)
 AW0456
 AW0456                         *CURRENT SURVEY CONTROL
 AW0456  ___________________________________________________________________
 AW0456* NAD 83(1986)-  29 16 45.     (N)    094 49 59.     (W)     SCALED    
 AW0456* NAVD 88     -         1.51   (+/-2cm)       5.0    (feet)  VERTCON   
 AW0456  ___________________________________________________________________
 AW0456  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW0456
 AW0456  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0456
 AW0456.The horizontal coordinates were scaled from a topographic map and have
 AW0456.an estimated accuracy of +/- 6 seconds.
 AW0456
 AW0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0456.The vertical order pertains to the NGVD 29 superseded value.
 AW0456
 AW0456.The geoid height was determined by GEOID03.
 AW0456
 AW0456;                    North         East    Units  Estimated Accuracy
 AW0456;SPC TXSC     - 4,167,450.    1,004,790.      MT  (+/- 180 meters Scaled)
 AW0456
 AW0456                          SUPERSEDED SURVEY CONTROL
 AW0456
 AW0456  NGVD 29 (??/??/??)    1.510  (m)            4.95   (f) ADJUSTED    1 1
 AW0456
 AW0456.Superseded values are not recommended for survey control.
 AW0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0456.See file dsdata.txt to determine how the superseded data were derived.
 AW0456
 AW0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN219403(NAD 83)
 AW0456_MARKER: DD = SURVEY DISK
 AW0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0456_STAMPING: 61
 AW0456_MARK LOGO: TXHD  
 AW0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0456+STABILITY: SURFACE MOTION
 AW0456
 AW0456  HISTORY     - Date     Condition        Report By
 AW0456  HISTORY     - UNK      MONUMENTED       TXHD
 AW0456  HISTORY     - 1973     GOOD             NGS
 AW0456  HISTORY     - 1978     GOOD             NGS
 AW0456  HISTORY     - 1983     GOOD             NGS
 AW0456  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0456  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0456  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0456  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0456  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0456  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0456  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0456  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 AW0456  HISTORY     - 20031206 MARK NOT FOUND   USPSQD
 AW0456  HISTORY     - 20041208 MARK NOT FOUND   USPSQD
 AW0456
 AW0456                          STATION DESCRIPTION
 AW0456
 AW0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0456'IN GALVESTON.
 AW0456'AT GALVESTON, ALONG 61ST STREET, AT THE JUNCTION OF HEARDS LANE, 20
 AW0456'FEET EAST OF THE EAST CURB OF THE STREET, 288 FEET NORTH OF THE CENTER
 AW0456'LINE OF THE LANE, 10 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 AW0456'SEAWALL, 1 FOOT WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 AW0456'STREET, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0456
 AW0456                          STATION RECOVERY (1978)
 AW0456
 AW0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0456'RECOVERED IN GOOD CONDITION.
 AW0456
 AW0456                          STATION RECOVERY (1983)
 AW0456
 AW0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0456'RECOVERED IN GOOD CONDITION, ADD 4.9 METERS (16.0 FT) NORTH OF A
 AW0456'POWERLINE POLE SUPPORT POLE AND A WITNESS POST.
 AW0456
 AW0456                          STATION RECOVERY (1987)
 AW0456
 AW0456'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0456'MARK NOT FOUND.
 AW0456
 AW0456                          STATION RECOVERY (1987)
 AW0456
 AW0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0456'NOT RECOVERED, AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS
 AW0456'FOUND.
 AW0456
 AW0456                          STATION RECOVERY (1988)
 AW0456
 AW0456'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0456'MARK NOT FOUND.
 AW0456
 AW0456                          STATION RECOVERY (1988)
 AW0456
 AW0456'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0456'MARK NOT FOUND.
 AW0456
 AW0456                          STATION RECOVERY (1988)
 AW0456
 AW0456'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0456'MARK NOT FOUND.
 AW0456
 AW0456                          STATION RECOVERY (1989)
 AW0456
 AW0456'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0456'MARK NOT FOUND.
 AW0456
 AW0456                          STATION RECOVERY (1989)
 AW0456
 AW0456'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0456'MARK NOT FOUND.
 AW0456
 AW0456                          STATION RECOVERY (1999)
 AW0456
 AW0456'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0456'MARK NOT FOUND.
 AW0456
 AW0456                          STATION RECOVERY (2003)
 AW0456
 AW0456'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0456'CONSTRUCTION IN THE AREA
 AW0456
 AW0456                          STATION RECOVERY (2004)
 AW0456
 AW0456'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3569 ***********************************************************************
 AW3569  DESIGNATION -  610+00 455
 AW3569  PID         -  AW3569
 AW3569  STATE/COUNTY-  TX/HARRIS
 AW3569  USGS QUAD   -  LA PORTE (1982)
 AW3569
 AW3569                         *CURRENT SURVEY CONTROL
 AW3569  ___________________________________________________________________
 AW3569* NAD 83(1986)-  29 44 23.     (N)    095 06 37.     (W)     SCALED    
 AW3569* NAVD 88     -         2.05   (+/-2cm)       6.7    (feet)  VERTCON   
 AW3569  ___________________________________________________________________
 AW3569  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3569
 AW3569  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3569
 AW3569.The horizontal coordinates were scaled from a topographic map and have
 AW3569.an estimated accuracy of +/- 6 seconds.
 AW3569
 AW3569.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3569.The vertical order pertains to the NGVD 29 superseded value.
 AW3569
 AW3569.The geoid height was determined by GEOID03.
 AW3569
 AW3569;                    North         East    Units  Estimated Accuracy
 AW3569;SPC TXSC     - 4,217,540.      976,170.      MT  (+/- 180 meters Scaled)
 AW3569
 AW3569                          SUPERSEDED SURVEY CONTROL
 AW3569
 AW3569  NGVD 29 (??/??/92)    2.046  (m)            6.71   (f) ADJ UNCH    1 2
 AW3569
 AW3569.Superseded values are not recommended for survey control.
 AW3569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3569.See file dsdata.txt to determine how the superseded data were derived.
 AW3569
 AW3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN959918(NAD 83)
 AW3569_MARKER: DD = SURVEY DISK
 AW3569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3569_STAMPING: 610+00 455
 AW3569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3569+STABILITY: SURFACE MOTION
 AW3569
 AW3569  HISTORY     - Date     Condition        Report By
 AW3569  HISTORY     - UNK      MONUMENTED       USE
 AW3569  HISTORY     - 1959     GOOD             NGS
 AW3569  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3569
 AW3569                          STATION DESCRIPTION
 AW3569
 AW3569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3569'2.8 MI SW FROM LYNCHBURG.
 AW3569'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3569'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3569'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK OF THE
 AW3569'CHANNEL, THENCE ABOUT 0.55 MILE SOUTHWEST ALONG THE CHANNEL, ACROSS
 AW3569'THE CHANNEL AND NORTHWEST OF BEACON LIGHT 141, 91 FEET NORTHWEST OF
 AW3569'THE HIGH WATER LINE, 4 FEET NORTHEAST OF A 2 X 4-INCH WOODEN POST
 AW3569'PROJECTING 6 FEET, AND IN THE TOP OF A CONCRETE POST, POURED IN PLACE,
 AW3569'2 INCHES BELOW THE SURFACE.
 AW3569
 AW3569                          STATION RECOVERY (1964)
 AW3569
 AW3569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2290 ***********************************************************************
 AX2290  DESIGNATION -  614 USGS
 AX2290  PID         -  AX2290
 AX2290  STATE/COUNTY-  TX/GUADALUPE
 AX2290  USGS QUAD   -  GERONIMO (1994)
 AX2290
 AX2290                         *CURRENT SURVEY CONTROL
 AX2290  ___________________________________________________________________
 AX2290* NAD 83(1986)-  29 42 10.     (N)    097 57 53.     (W)     SCALED    
 AX2290* NAVD 88     -       187.56   (+/-2cm)     615.4    (feet)  VERTCON   
 AX2290  ___________________________________________________________________
 AX2290  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AX2290
 AX2290  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2290
 AX2290.The horizontal coordinates were scaled from a topographic map and have
 AX2290.an estimated accuracy of +/- 6 seconds.
 AX2290
 AX2290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2290.The vertical order pertains to the NGVD 29 superseded value.
 AX2290
 AX2290.The geoid height was determined by GEOID03.
 AX2290
 AX2290;                    North         East    Units  Estimated Accuracy
 AX2290;SPC TXSC     - 4,207,630.      700,170.      MT  (+/- 180 meters Scaled)
 AX2290
 AX2290                          SUPERSEDED SURVEY CONTROL
 AX2290
 AX2290  NGVD 29 (??/??/92)  187.48   (m)          615.1    (f) COMPUTED    2 0
 AX2290
 AX2290.Superseded values are not recommended for survey control.
 AX2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2290.See file dsdata.txt to determine how the superseded data were derived.
 AX2290
 AX2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT001863(NAD 83)
 AX2290_MARKER: P = PIPE CAP
 AX2290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX2290_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX2290_STAMPING: 614
 AX2290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2290
 AX2290  HISTORY     - Date     Condition        Report By
 AX2290  HISTORY     - UNK      MONUMENTED       USGS
 AX2290  HISTORY     - 1943     GOOD             NGS
 AX2290  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2290  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2290  HISTORY     - 20030517 GOOD             USPSQD
 AX2290
 AX2290                          STATION DESCRIPTION
 AX2290
 AX2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2290'3.5 MI S FROM ZORN.
 AX2290'TO REACH FROM THE CROSS-ROADS AT ZORN, PROCEED SOUTHERLY ON STATE
 AX2290'HIGHWAY NUMBER 123 AND GO 3.5 MILES TO A CROSS-ROAD AND SERVICE
 AX2290'STATION AND SITE OF BENCH MARK.  BENCH MARK IS 57 FEET WEST OF THE
 AX2290'CENTER-LINE OF STATE HIGHWAY NUMBER 123, 48 FEET NORTH OF THE
 AX2290'CENTER-LINE OF THE EAST-WEST ROAD, 2.0 FEET WEST OF THE RIGHT-OF-WAY
 AX2290'FENCE.
 AX2290
 AX2290                          STATION RECOVERY (1993)
 AX2290
 AX2290'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2290'MARK NOT FOUND.
 AX2290
 AX2290                          STATION RECOVERY (1999)
 AX2290
 AX2290'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2290'MARK NOT FOUND.
 AX2290
 AX2290                          STATION RECOVERY (2003)
 AX2290
 AX2290'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX2290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4756 ***********************************************************************
 AW4756  DESIGNATION -  62
 AW4756  PID         -  AW4756
 AW4756  STATE/COUNTY-  TX/FORT BEND
 AW4756  USGS QUAD   -  RICHMOND (1980)
 AW4756
 AW4756                         *CURRENT SURVEY CONTROL
 AW4756  ___________________________________________________________________
 AW4756* NAD 83(1986)-  29 33 34.     (N)    095 45 23.     (W)     SCALED    
 AW4756* NAVD 88     -        30.46   (+/-2cm)      99.9    (feet)  VERTCON   
 AW4756  ___________________________________________________________________
 AW4756  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW4756
 AW4756  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4756
 AW4756.The horizontal coordinates were scaled from a topographic map and have
 AW4756.an estimated accuracy of +/- 6 seconds.
 AW4756
 AW4756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4756.The vertical order pertains to the NGVD 29 superseded value.
 AW4756
 AW4756.The geoid height was determined by GEOID03.
 AW4756
 AW4756;                    North         East    Units  Estimated Accuracy
 AW4756;SPC TXSC     - 4,195,660.      914,260.      MT  (+/- 180 meters Scaled)
 AW4756
 AW4756                          SUPERSEDED SURVEY CONTROL
 AW4756
 AW4756  NGVD 29 (??/??/92)   30.454  (m)           99.91   (f) ADJ UNCH    2 0
 AW4756
 AW4756.Superseded values are not recommended for survey control.
 AW4756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4756.See file dsdata.txt to determine how the superseded data were derived.
 AW4756
 AW4756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN329731(NAD 83)
 AW4756_MARKER: Z = SEE DESCRIPTION
 AW4756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4756_SP_SET: MILEPOST
 AW4756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4756
 AW4756  HISTORY     - Date     Condition        Report By
 AW4756  HISTORY     - UNK      MONUMENTED       GCSFRC
 AW4756  HISTORY     - 1935     GOOD             NGS
 AW4756  HISTORY     - 1943     GOOD             NGS
 AW4756  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4756  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4756
 AW4756                          STATION DESCRIPTION
 AW4756
 AW4756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AW4756'1.3 MI SE FROM RICHMOND.
 AW4756'1.3 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AW4756'THE STATION AT RICHMOND, FORT BEND COUNTY, 57 FEET NORTHEAST OF MILE
 AW4756'POLE 62, AT METAL MILEPOST 62, 8.5 FEET NORTHEAST OF THE NORTHEAST
 AW4756'RAIL, LEVEL WITH THE TRACK.  THE HIGHEST POINT OF A VERTICAL SECTION
 AW4756'OF RAIL PROJECTING ABOUT 1.5 FEET ABOVE GROUND.
 AW4756
 AW4756                          STATION RECOVERY (1943)
 AW4756
 AW4756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4756'RECOVERED IN GOOD CONDITION.
 AW4756
 AW4756                          STATION RECOVERY (1989)
 AW4756
 AW4756'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4756'MARK NOT FOUND.
 AW4756
 AW4756                          STATION RECOVERY (1999)
 AW4756
 AW4756'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2488 ***********************************************************************
 CS2488  DESIGNATION -  6204 C OF FW
 CS2488  PID         -  CS2488
 CS2488  STATE/COUNTY-  TX/TARRANT
 CS2488  USGS QUAD   -  FORT WORTH (1981)
 CS2488
 CS2488                         *CURRENT SURVEY CONTROL
 CS2488  ___________________________________________________________________
 CS2488* NAD 83(1986)-  32 40 01.     (N)    097 19 16.     (W)     SCALED    
 CS2488* NAVD 88     -       202.516  (meters)     664.42   (feet)  ADJUSTED  
 CS2488  ___________________________________________________________________
 CS2488  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CS2488  DYNAMIC HT  -         202.277 (meters)     663.64  (feet)  COMP
 CS2488  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 CS2488
 CS2488  VERT ORDER  -  FIRST     CLASS II
 CS2488
 CS2488.The horizontal coordinates were scaled from a topographic map and have
 CS2488.an estimated accuracy of +/- 6 seconds.
 CS2488
 CS2488.The orthometric height was determined by differential leveling
 CS2488.and adjusted by the National Geodetic Survey in June 1991..
 CS2488
 CS2488.The geoid height was determined by GEOID03.
 CS2488
 CS2488.The dynamic height is computed by dividing the NAVD 88
 CS2488.geopotential number by the normal gravity value computed on the
 CS2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2488.degrees latitude (g = 980.6199 gals.).
 CS2488
 CS2488.The modeled gravity was interpolated from observed gravity values.
 CS2488
 CS2488;                    North         East    Units  Estimated Accuracy
 CS2488;SPC TXNC     - 2,111,540.      710,570.      MT  (+/- 180 meters Scaled)
 CS2488
 CS2488                          SUPERSEDED SURVEY CONTROL
 CS2488
 CS2488.No superseded survey control is available for this station.
 CS2488
 CS2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB574156(NAD 83)
 CS2488_MARKER: DB = BENCH MARK DISK
 CS2488_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2488_SP_SET: ABUTMENT
 CS2488_STAMPING: 6204
 CS2488_MARK LOGO: TX2450
 CS2488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2488
 CS2488  HISTORY     - Date     Condition        Report By
 CS2488  HISTORY     - UNK      MONUMENTED       TX2450
 CS2488  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 CS2488  HISTORY     - 1983     GOOD             NGS
 CS2488  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2488  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS2488
 CS2488                          STATION DESCRIPTION
 CS2488
 CS2488'DESCRIBED BY US POWER SQUADRON 1983 (WBM)
 CS2488'MARK NOT FOUND.
 CS2488
 CS2488                          STATION RECOVERY (1983)
 CS2488
 CS2488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2488'IN FORT WORTH.
 CS2488'IN FORT WORTH, AT THE INTERSECTION OF INTERSTATE HIGHWAY 20 AND U.S.
 CS2488'HIGHWAY 81, IN TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF
 CS2488'THE INTERSTATE HIGHWAY OVERPASS, 36.7 METERS (120.4 FT) WEST OF THE
 CS2488'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY AND 6.9 METERS
 CS2488'(22.6 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CS2488'HIGHWAY.
 CS2488'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CS2488
 CS2488                          STATION RECOVERY (1996)
 CS2488
 CS2488'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2488'MARK NOT FOUND.
 CS2488
 CS2488                          STATION RECOVERY (2001)
 CS2488
 CS2488'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0067 ***********************************************************************
 AJ0067  DESIGNATION -  622
 AJ0067  PID         -  AJ0067
 AJ0067  STATE/COUNTY-  TX/DUVAL
 AJ0067  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0067
 AJ0067                         *CURRENT SURVEY CONTROL
 AJ0067  ___________________________________________________________________
 AJ0067* NAD 83(1986)-  27 29 30.     (N)    098 29 22.     (W)     SCALED    
 AJ0067* NAVD 88     -       132.558  (meters)     434.90   (feet)  ADJUSTED  
 AJ0067  ___________________________________________________________________
 AJ0067  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AJ0067  DYNAMIC HT  -         132.348 (meters)     434.21  (feet)  COMP
 AJ0067  MODELED GRAV-     979,064.3   (mgal)                       NAVD 88
 AJ0067
 AJ0067  VERT ORDER  -  SECOND    CLASS 0
 AJ0067
 AJ0067.The horizontal coordinates were scaled from a topographic map and have
 AJ0067.an estimated accuracy of +/- 6 seconds.
 AJ0067
 AJ0067.The orthometric height was determined by differential leveling
 AJ0067.and adjusted by the National Geodetic Survey in June 1991..
 AJ0067
 AJ0067.The geoid height was determined by GEOID03.
 AJ0067
 AJ0067.The dynamic height is computed by dividing the NAVD 88
 AJ0067.geopotential number by the normal gravity value computed on the
 AJ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0067.degrees latitude (g = 980.6199 gals.).
 AJ0067
 AJ0067.The modeled gravity was interpolated from observed gravity values.
 AJ0067
 AJ0067;                    North         East    Units  Estimated Accuracy
 AJ0067;SPC TX S     - 5,202,200.      301,040.      MT  (+/- 180 meters Scaled)
 AJ0067
 AJ0067                          SUPERSEDED SURVEY CONTROL
 AJ0067
 AJ0067  NGVD 29 (??/??/92)  132.626  (m)          435.12   (f) ADJ UNCH    2 0
 AJ0067
 AJ0067.Superseded values are not recommended for survey control.
 AJ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0067.See file dsdata.txt to determine how the superseded data were derived.
 AJ0067
 AJ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR504409(NAD 83)
 AJ0067_MARKER: DB = BENCH MARK DISK
 AJ0067_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0067_SP_SET: ROCK OUTCROP
 AJ0067_STAMPING: V V 622 1942
 AJ0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0067+STABILITY: POSITION/ELEVATION WELL
 AJ0067
 AJ0067  HISTORY     - Date     Condition        Report By
 AJ0067  HISTORY     - 1942     MONUMENTED       CGS
 AJ0067  HISTORY     - 1967     MARK NOT FOUND   USGS
 AJ0067
 AJ0067                          STATION DESCRIPTION
 AJ0067
 AJ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0067'4.0 MI NE FROM REALITOS.
 AJ0067'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT REALITOS--
 AJ0067'PROCEED 4.0 MILES NORTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD TO
 AJ0067'THE SITE OF THE BENCH MARK.  BENCH MARK IS 1 1/2 POLES SOUTHWEST OF
 AJ0067'MILE POST NO. 81, AT A CURVE WHERE HIGHWAY LEAVES THE RAILROAD AND
 AJ0067'ABOUT 108.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 59.  IT
 AJ0067'IS 20.0 FEET SOUTH OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE
 AJ0067'TRACKS.  IT IS SET HORIZONTALLY IN ROCK OUTCROP FLUSH WITH THE SURFACE
 AJ0067'OF THE GROUND.
 AJ0067
 AJ0067                          STATION RECOVERY (1967)
 AJ0067
 AJ0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AJ0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6302 ***********************************************************************
 AW6302  DESIGNATION -  622 00 455L USE 1948
 AW6302  PID         -  AW6302
 AW6302  STATE/COUNTY-  TX/HARRIS
 AW6302  USGS QUAD   -  LA PORTE (1982)
 AW6302
 AW6302                         *CURRENT SURVEY CONTROL
 AW6302  ___________________________________________________________________
 AW6302* NAD 83(1993)-  29 44 25.95004(N)    095 06 51.70215(W)     ADJUSTED  
 AW6302* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6302  ___________________________________________________________________
 AW6302  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6302  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6302
 AW6302  HORZ ORDER  -  THIRD
 AW6302
 AW6302.The horizontal coordinates were established by classical geodetic methods
 AW6302.and adjusted by the National Geodetic Survey in February 1996..
 AW6302
 AW6302.The orthometric height was scaled from a topographic map.
 AW6302
 AW6302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6302
 AW6302.The geoid height was determined by GEOID03.
 AW6302
 AW6302;                    North         East     Units Scale Factor Converg.
 AW6302;SPC TXSC     - 4,217,613.634   975,771.043   MT  0.99988822   +1 54 13.0
 AW6302;SPC TXSC     -13,837,287.40  3,201,342.16   sFT  0.99988822   +1 54 13.0
 AW6302;UTM  15      - 3,291,907.993   295,522.582   MT  1.00011590   -1 02 57.3
 AW6302
 AW6302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6302!SPC TXSC     -   1.00000427  x   0.99988822  =   0.99989249
 AW6302!UTM  15      -   1.00000427  x   1.00011590  =   1.00012017
 AW6302
 AW6302:                Primary Azimuth Mark                     Grid Az
 AW6302:SPC TXSC     -  600 00 455L USE 1948                     073 37 23.0
 AW6302:UTM  15      -  600 00 455L USE 1948                     076 34 33.3
 AW6302
 AW6302|---------------------------------------------------------------------|
 AW6302| PID    Reference Object                     Distance      Geod. Az  |
 AW6302|                                                           dddmmss.s |
 AW6302| AW6297 600 00 455L USE 1948                APPROX. 0.6 KM 0753136.0 |
 AW6302|---------------------------------------------------------------------|
 AW6302
 AW6302                          SUPERSEDED SURVEY CONTROL
 AW6302
 AW6302  NAD 83(1986)-  29 44 25.96530(N)    095 06 51.68325(W) AD(       ) 3
 AW6302  NAD 27      -  29 44 25.14506(N)    095 06 50.93309(W) AD(       ) 3
 AW6302
 AW6302.Superseded values are not recommended for survey control.
 AW6302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6302.See file dsdata.txt to determine how the superseded data were derived.
 AW6302
 AW6302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9552391908(NAD 83)
 AW6302_MARKER: DD = SURVEY DISK
 AW6302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6302+STABILITY: SURFACE MOTION
 AW6302
 AW6302  HISTORY     - Date     Condition        Report By
 AW6302  HISTORY     - 1948     MONUMENTED       USE
 AW6302  HISTORY     - 1955     GOOD             CGS
 AW6302
 AW6302                          STATION DESCRIPTION
 AW6302
 AW6302'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6302'LOCATED 2.7 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6302'THE N BANK OF THE HOUSTON SHIP CHANNEL, AND DIRECTLY ACROSS
 AW6302'THE CHANNEL FROM THE DIAMOND ALKALI CHEMICAL CO. PUMPING
 AW6302'STATION.  STATION IS 18 FT. N OF THE CHANNEL BANK, AND 6 FT.
 AW6302'W OF A LINE OF POST.  THERE IS A 2- BY 2 WITNESS STAKE BESIDE
 AW6302'THE STATION.
 AW6302'
 AW6302'A U.S.E. DISK, STAMPED 622+00 (455) AND SET IN THE TOP OF
 AW6302'A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6302'
 AW6302'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6302'
 AW6302'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0448 ***********************************************************************
 AO0448  DESIGNATION -  626.7
 AO0448  PID         -  AO0448
 AO0448  STATE/COUNTY-  TX/ZAVALA
 AO0448  USGS QUAD   -  LA PRYOR SE (1972)
 AO0448
 AO0448                         *CURRENT SURVEY CONTROL
 AO0448  ___________________________________________________________________
 AO0448* NAD 83(1986)-  28 47 59.     (N)    099 51 06.     (W)     SCALED    
 AO0448* NAVD 88     -       191.202  (meters)     627.30   (feet)  ADJUSTED  
 AO0448  ___________________________________________________________________
 AO0448  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AO0448  DYNAMIC HT  -         190.921 (meters)     626.38  (feet)  COMP
 AO0448  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 AO0448
 AO0448  VERT ORDER  -  SECOND    CLASS 0
 AO0448
 AO0448.The horizontal coordinates were scaled from a topographic map and have
 AO0448.an estimated accuracy of +/- 6 seconds.
 AO0448
 AO0448.The orthometric height was determined by differential leveling
 AO0448.and adjusted by the National Geodetic Survey in June 1991..
 AO0448
 AO0448.The geoid height was determined by GEOID03.
 AO0448
 AO0448.The dynamic height is computed by dividing the NAVD 88
 AO0448.geopotential number by the normal gravity value computed on the
 AO0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0448.degrees latitude (g = 980.6199 gals.).
 AO0448
 AO0448.The modeled gravity was interpolated from observed gravity values.
 AO0448
 AO0448;                    North         East    Units  Estimated Accuracy
 AO0448;SPC TXSC     - 4,107,410.      516,860.      MT  (+/- 180 meters Scaled)
 AO0448
 AO0448                          SUPERSEDED SURVEY CONTROL
 AO0448
 AO0448  NGVD 29 (??/??/92)  191.089  (m)          626.93   (f) ADJ UNCH    2 0
 AO0448
 AO0448.Superseded values are not recommended for survey control.
 AO0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0448.See file dsdata.txt to determine how the superseded data were derived.
 AO0448
 AO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS168860(NAD 83)
 AO0448_MARKER: Q = CHISELED SQUARE
 AO0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0448_SP_SET: CULVERT
 AO0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0448
 AO0448  HISTORY     - Date     Condition        Report By
 AO0448  HISTORY     - UNK      MONUMENTED       CGS
 AO0448  HISTORY     - 1934     GOOD             NGS
 AO0448
 AO0448                          STATION DESCRIPTION
 AO0448
 AO0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0448'1.9 MI N FROM DEL MONTE.
 AO0448'ON EAST EDGE OF STATE HIGHWAY, IN CENTER OF HEAD WALL OF CONCRETE
 AO0448'CULVERT.  OPPOSITE BRIDGE 154.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5469 ***********************************************************************
 AB5469  SACS        -  This is a Secondary Airport Control Station.
 AB5469  DESIGNATION -  62H A
 AB5469  PID         -  AB5469
 AB5469  STATE/COUNTY-  TX/LEE
 AB5469  USGS QUAD   -  GIDDINGS (1988)
 AB5469
 AB5469                         *CURRENT SURVEY CONTROL
 AB5469  ___________________________________________________________________
 AB5469* NAD 83(1993)-  30 09 58.52298(N)    096 58 46.11019(W)     ADJUSTED  
 AB5469* NAVD 88     -       137.34   (meters)     450.6    (feet)  GPS OBS   
 AB5469  ___________________________________________________________________
 AB5469  X           -    -670,648.422 (meters)                     COMP
 AB5469  Y           -  -5,478,216.200 (meters)                     COMP
 AB5469  Z           -   3,186,377.028 (meters)                     COMP
 AB5469  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AB5469  ELLIP HEIGHT-         110.84  (meters)          (07/05/01) GPS OBS
 AB5469  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AB5469
 AB5469  HORZ ORDER  -  FIRST
 AB5469  ELLP ORDER  -  FIFTH     CLASS I
 AB5469
 AB5469.This mark is at Giddings-Lee Co (62H) Airport (62H)
 AB5469
 AB5469.The horizontal coordinates were established by GPS observations
 AB5469.and adjusted by the National Geodetic Survey in July 1996..
 AB5469
 AB5469.The orthometric height was determined by GPS observations and a
 AB5469.high-resolution geoid model.
 AB5469
 AB5469.GPS derived orthometric heights for airport stations designated as
 AB5469.PACS or SACS are published to 2 decimal places.  This maintains
 AB5469.centimeter relative accuracy between the PACS and SACS.  It does
 AB5469.not indicate centimeter accuracy relative to other marks which are
 AB5469.part of the NAVD 88 network.
 AB5469
 AB5469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5469
 AB5469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5469
 AB5469.The ellipsoidal height was determined by GPS observations
 AB5469.and is referenced to NAD 83.
 AB5469
 AB5469.The geoid height was determined by GEOID03.
 AB5469
 AB5469;                    North         East     Units Scale Factor Converg.
 AB5469;SPC TX C     - 3,060,253.117 1,023,007.445   MT  0.99998713   +1 43 38.8
 AB5469;SPC TX C     -10,040,180.43  3,356,316.93   sFT  0.99998713   +1 43 38.8
 AB5469;UTM  14      - 3,338,932.568   694,569.411   MT  1.00006707   +1 00 56.4
 AB5469
 AB5469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5469!SPC TX C     -   0.99998259  x   0.99998713  =   0.99996972
 AB5469!UTM  14      -   0.99998259  x   1.00006707  =   1.00004966
 AB5469
 AB5469                          SUPERSEDED SURVEY CONTROL
 AB5469
 AB5469  ELLIP H (07/26/96)  110.88   (m)                       GP(       ) 5 1
 AB5469
 AB5469.Superseded values are not recommended for survey control.
 AB5469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5469.See file dsdata.txt to determine how the superseded data were derived.
 AB5469
 AB5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9456938933(NAD 83)
 AB5469_MARKER: I = METAL ROD
 AB5469_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB5469_STAMPING: 62H A 1995
 AB5469_MARK LOGO: NGS   
 AB5469_PROJECTION: FLUSH
 AB5469_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5469+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB5469_ROD/PIPE-DEPTH: 6.7  meters
 AB5469_SLEEVE-DEPTH  : 0.9 meters
 AB5469
 AB5469  HISTORY     - Date     Condition        Report By
 AB5469  HISTORY     - 1995     MONUMENTED       NGS
 AB5469
 AB5469                          STATION DESCRIPTION
 AB5469
 AB5469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB5469'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) EAST-SOUTHEAST OF
 AB5469'PAIGE, 4.8 KM (3.00 MI) WEST OF GIDDINGS, AT THE GIDDINGS-LEE COUNTY
 AB5469'AIRPORT, EAST OF THE 5TH RUNWAY LIGHT NORTH OF THE SOUTH END OF THE
 AB5469'RUNWAY.  OWNERSHIP--LEE COUNTY, 118 EAST RICHMAN, GIDDINGS, TX 78942.
 AB5469'TIM KLEINSCHMIDT, MANAGER, PHONE 409-542-9602.  TO REACH THE STATION
 AB5469'FROM THE JUNCTION OF U.S.  HIGHWAYS 290 AND 77 IN GIDDINGS, GO WEST ON
 AB5469'HIGHWAY 290 FOR 3.5 KM (2.15 MI) TO COUNTY ROAD 205 ON THE LEFT.  TURN
 AB5469'LEFT, SOUTHWEST, FOR 1.1 KM (0.70 MI) TO A PAVED ROAD ON THE LEFT
 AB5469'(MARKED WITH AN AIRPORT SIGN) .  TURN LEFT, SOUTH, FOR 0.7 KM (0.45
 AB5469'MI) TO A FORK IN THE ROAD.  CONTINUE STRAIGHT AHEAD, FOR 0.15 KM (0.10
 AB5469'MI) TO THE OFFICE AT THE BEACON AND WINDSOCK AND THE TAXIWAY ON THE
 AB5469'RIGHT.  TURN LEFT, SOUTH, ALONG THE RUNWAY FOR 0.46 KM (0.30 MI) TO
 AB5469'THE STATION ON THE LEFT.  THE STATION IS 18.8 M (61.7 FT) EAST OF THE
 AB5469'RUNWAY CENTER, 4.2 M (13.8 FT) EAST OF THE 5TH RUNWAY LIGHT NORTH OF
 AB5469'THE SOUTH RUNWAY END, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 AB5469'RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB5469'SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4758 ***********************************************************************
 AW4758  DESIGNATION -  63
 AW4758  PID         -  AW4758
 AW4758  STATE/COUNTY-  TX/FORT BEND
 AW4758  USGS QUAD   -  RICHMOND (1980)
 AW4758
 AW4758                         *CURRENT SURVEY CONTROL
 AW4758  ___________________________________________________________________
 AW4758* NAD 83(1986)-  29 34 16.     (N)    095 45 58.     (W)     SCALED    
 AW4758* NAVD 88     -        30.49   (+/-2cm)     100.0    (feet)  VERTCON   
 AW4758  ___________________________________________________________________
 AW4758  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW4758
 AW4758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4758
 AW4758.The horizontal coordinates were scaled from a topographic map and have
 AW4758.an estimated accuracy of +/- 6 seconds.
 AW4758
 AW4758.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4758.The vertical order pertains to the NGVD 29 superseded value.
 AW4758
 AW4758.The geoid height was determined by GEOID03.
 AW4758
 AW4758;                    North         East    Units  Estimated Accuracy
 AW4758;SPC TXSC     - 4,196,920.      913,280.      MT  (+/- 180 meters Scaled)
 AW4758
 AW4758                          SUPERSEDED SURVEY CONTROL
 AW4758
 AW4758  NGVD 29 (??/??/92)   30.482  (m)          100.01   (f) ADJ UNCH    2 0
 AW4758
 AW4758.Superseded values are not recommended for survey control.
 AW4758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4758.See file dsdata.txt to determine how the superseded data were derived.
 AW4758
 AW4758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN320744(NAD 83)
 AW4758_MARKER: Z = SEE DESCRIPTION
 AW4758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4758_SP_SET: MILEPOST
 AW4758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4758
 AW4758  HISTORY     - Date     Condition        Report By
 AW4758  HISTORY     - UNK      MONUMENTED       GCSFRC
 AW4758  HISTORY     - 1935     GOOD             NGS
 AW4758  HISTORY     - 1943     GOOD             NGS
 AW4758  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4758  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4758
 AW4758                          STATION DESCRIPTION
 AW4758
 AW4758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AW4758'0.3 MI SE FROM RICHMOND.
 AW4758'0.3 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AW4758'THE STATION AT RICHMOND, FORT BEND COUNTY, AT METAL MILEPOST 63, 10
 AW4758'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 1 FOOT HIGHER THAN THE
 AW4758'TRACK.  THE HIGHEST POINT OF A VERTICAL SECTION OF RAIL PROJECTING 1.5
 AW4758'FEET ABOVE GROUND.
 AW4758
 AW4758                          STATION RECOVERY (1943)
 AW4758
 AW4758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4758'RECOVERED IN GOOD CONDITION.
 AW4758
 AW4758                          STATION RECOVERY (1989)
 AW4758
 AW4758'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4758'MARK NOT FOUND.
 AW4758
 AW4758                          STATION RECOVERY (1999)
 AW4758
 AW4758'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1471 ***********************************************************************
 DN1471  DESIGNATION -  64 ECD
 DN1471  PID         -  DN1471
 DN1471  STATE/COUNTY-  TX/GRAYSON
 DN1471  USGS QUAD   -  MARILEE (1961)
 DN1471
 DN1471                         *CURRENT SURVEY CONTROL
 DN1471  ___________________________________________________________________
 DN1471* NAD 83(1993)-  33 25 47.09087(N)    096 52 04.91018(W)     ADJUSTED  
 DN1471* NAVD 88     -       213.46   (+/-2cm)     700.3    (feet)  VERTCON   
 DN1471  ___________________________________________________________________
 DN1471  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DN1471  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 DN1471
 DN1471  HORZ ORDER  -  THIRD
 DN1471  VERT ORDER  -  THIRD ? (See Below)
 DN1471
 DN1471.The horizontal coordinates were established by classical geodetic methods
 DN1471.and adjusted by the National Geodetic Survey in February 1996..
 DN1471
 DN1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1471.The vertical order pertains to the NGVD 29 superseded value.
 DN1471
 DN1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1471
 DN1471.The geoid height was determined by GEOID03.
 DN1471
 DN1471;                    North         East     Units Scale Factor Converg.
 DN1471;SPC TXNC     - 2,196,688.377   751,746.989   MT  0.99989433   +0 53 24.2
 DN1471;SPC TXNC     - 7,206,968.45  2,466,356.58   sFT  0.99989433   +0 53 24.2
 DN1471;UTM  14      - 3,700,962.565   698,206.709   MT  1.00008437   +1 10 29.7
 DN1471
 DN1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1471!SPC TXNC     -   0.99997047  x   0.99989433  =   0.99986480
 DN1471!UTM  14      -   0.99997047  x   1.00008437  =   1.00005483
 DN1471
 DN1471                          SUPERSEDED SURVEY CONTROL
 DN1471
 DN1471  NAD 83(1993)-  33 25 47.09197(N)    096 52 04.90549(W) AD(       ) 3
 DN1471  NAD 83(1986)-  33 25 47.09636(N)    096 52 04.89901(W) AD(       ) 3
 DN1471  NGVD 29 (07/26/91)  213.46   (m)          700.3    (f) LEVELING    3  
 DN1471
 DN1471.Superseded values are not recommended for survey control.
 DN1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1471.See file dsdata.txt to determine how the superseded data were derived.
 DN1471
 DN1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9820700963(NAD 83)
 DN1471_MARKER: DD = SURVEY DISK
 DN1471_SETTING: 0 = UNSPECIFIED SETTING
 DN1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1471
 DN1471  HISTORY     - Date     Condition        Report By
 DN1471  HISTORY     - 1957     MONUMENTED       USGS
 DN1471
 DN1471                          STATION DESCRIPTION
 DN1471
 DN1471'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 DN1471'PILOT POINT, 5.0 MI. E. ALONG FM 455, THENCE N. 3.4 MI. ALONG COUNTY
 DN1471'RD., 30 FT. S. OF DRIVE TO MRS. J. L. MAIER FARM, 25 FT. E. OF RD.,
 DN1471'2.5 FT. N. OF POWER POLE.
 DN1471'
 DN1471'ALSO SEE LEVEL DESCRIPTION BY E. C. DICKSON (USGS) IN PILOT POINT
 DN1471'LEVEL LIST.
 DN1471'
 DN1471'STATION MARK--A STANDARD USGS TABLET IN A CONCRETE POST, STAMPED---
 DN1471'---64 ECD 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1322 ***********************************************************************
 DM1322  DESIGNATION -  64 WWF USGS 1951
 DM1322  PID         -  DM1322
 DM1322  STATE/COUNTY-  TX/RED RIVER
 DM1322  USGS QUAD   -  MANCHESTER (1951)
 DM1322
 DM1322                         *CURRENT SURVEY CONTROL
 DM1322  ___________________________________________________________________
 DM1322* NAD 83(1993)-  33 46 59.51373(N)    095 10 16.59406(W)     ADJUSTED  
 DM1322* NAVD 88     -       149.53   (+/-2cm)     490.6    (feet)  VERTCON   
 DM1322  ___________________________________________________________________
 DM1322  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DM1322  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DM1322
 DM1322  HORZ ORDER  -  SECOND
 DM1322  VERT ORDER  -  THIRD ? (See Below)
 DM1322
 DM1322.The horizontal coordinates were established by classical geodetic methods
 DM1322.and adjusted by the National Geodetic Survey in February 1996..
 DM1322
 DM1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1322.The vertical order pertains to the NGVD 29 superseded value.
 DM1322
 DM1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1322
 DM1322.The geoid height was determined by GEOID03.
 DM1322
 DM1322;                    North         East     Units Scale Factor Converg.
 DM1322;SPC TXNC     - 2,239,593.477   908,236.730   MT  0.99995398   +1 48 55.7
 DM1322;SPC TXNC     - 7,347,732.93  2,979,773.34   sFT  0.99995398   +1 48 55.7
 DM1322;UTM  15      - 3,740,236.622   298,960.881   MT  1.00009828   -1 12 27.9
 DM1322
 DM1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1322!SPC TXNC     -   0.99998083  x   0.99995398  =   0.99993481
 DM1322!UTM  15      -   0.99998083  x   1.00009828  =   1.00007910
 DM1322
 DM1322                          SUPERSEDED SURVEY CONTROL
 DM1322
 DM1322  NAD 83(1993)-  33 46 59.51401(N)    095 10 16.59348(W) AD(       ) 2
 DM1322  NAD 83(1986)-  33 46 59.52036(N)    095 10 16.58249(W) AD(       ) 2
 DM1322  NAD 27      -  33 46 59.13400(N)    095 10 15.77400(W) AD(       ) 2
 DM1322  NGVD 29 (07/19/86)  149.51   (m)          490.5    (f) LEVELING    3  
 DM1322
 DM1322.Superseded values are not recommended for survey control.
 DM1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1322.See file dsdata.txt to determine how the superseded data were derived.
 DM1322
 DM1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9896140237(NAD 83)
 DM1322_MARKER: DH = HORIZONTAL CONTROL DISK
 DM1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1322_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1322+STABILITY: SURFACE MOTION
 DM1322
 DM1322  HISTORY     - Date     Condition        Report By
 DM1322  HISTORY     - 1951     MONUMENTED       USGS
 DM1322
 DM1322                          STATION DESCRIPTION
 DM1322
 DM1322'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (JCT)
 DM1322'STATION IS LOCATED ABOUT 9 MILES NORTH OF BAGWELL AND 4 MILES
 DM1322'SOUTH OF MANCHESTER IN WOODS LAND ALONG THE RIGHT OF WAY OF
 DM1322'A DIRT ROAD.  STATION IS 22 FEET SOUTH SOUTHWEST OF BLAZED
 DM1322'TREE, 20 FEET NORTHEAST OF WOOD CULVERT AND 18 FEET EAST OF
 DM1322'THE APPROXIMATE CENTERLINE OF ROAD.  THE MARK IS A 6X6 CONCRETE
 DM1322'POST WITH STANDARD DISK, PROJECTS ABOUT 6 INCHES AND THE
 DM1322'DISK IS STAMPED 64 WWF 1949.
 DM1322'
 DM1322'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1322'MANCHESTER AND THE DISTANCE IS 56.652 METERS (185.87 FEET)
 DM1322'NORTH NORTHEAST.
 DM1322'
 DM1322'TO REACH FROM BAGWELL WHERE U.S. HIGHWAY 82 TURNS FROM NORTH
 DM1322'TO WEST GO NORTH ON DIRT ROAD CROSSING RAILROAD TRACKS JUST
 DM1322'EAST OF DEPOT FOR 0.1 MILE.  TURN LEFT AND GO WEST FOR 0.1
 DM1322'MILE.  TURN RIGHT AND FOLLOW MAIN ROAD NORTH FOR 8.7 MILES
 DM1322'TO STATION ON RIGHT OR EAST SIDE OR ROAD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3575 ***********************************************************************
 AW3575  DESIGNATION -  640+00 400 1937
 AW3575  PID         -  AW3575
 AW3575  STATE/COUNTY-  TX/HARRIS
 AW3575  USGS QUAD   -  LA PORTE (1982)
 AW3575
 AW3575                         *CURRENT SURVEY CONTROL
 AW3575  ___________________________________________________________________
 AW3575* NAD 83(1986)-  29 44 15.     (N)    095 07 09.     (W)     SCALED    
 AW3575* NAVD 88     -         1.46   (+/-2cm)       4.8    (feet)  VERTCON   
 AW3575  ___________________________________________________________________
 AW3575  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3575
 AW3575  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3575
 AW3575.The horizontal coordinates were scaled from a topographic map and have
 AW3575.an estimated accuracy of +/- 6 seconds.
 AW3575
 AW3575.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3575.The vertical order pertains to the NGVD 29 superseded value.
 AW3575
 AW3575.The geoid height was determined by GEOID03.
 AW3575
 AW3575;                    North         East    Units  Estimated Accuracy
 AW3575;SPC TXSC     - 4,217,260.      975,320.      MT  (+/- 180 meters Scaled)
 AW3575
 AW3575                          SUPERSEDED SURVEY CONTROL
 AW3575
 AW3575  NGVD 29 (??/??/92)    1.457  (m)            4.78   (f) ADJ UNCH    1 2
 AW3575
 AW3575.Superseded values are not recommended for survey control.
 AW3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3575.See file dsdata.txt to determine how the superseded data were derived.
 AW3575
 AW3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN950915(NAD 83)
 AW3575_MARKER: DD = SURVEY DISK
 AW3575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3575_STAMPING: 64+00 400 1937
 AW3575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3575+STABILITY: SURFACE MOTION
 AW3575
 AW3575  HISTORY     - Date     Condition        Report By
 AW3575  HISTORY     - 1937     MONUMENTED       USE
 AW3575  HISTORY     - 1943     GOOD             NGS
 AW3575  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3575
 AW3575                          STATION DESCRIPTION
 AW3575
 AW3575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW3575'3.3 MI SW FROM LYNCHBURG.
 AW3575'BENCH MARK IS ABOUT 3.3 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL
 AW3575'FROM LYNCHBURG , ABOUT 800.0 FEET SOUTHWEST OF LIGHT BEACON NO. 10,
 AW3575'ABOUT 400.0 FEET NORTH OF THE CENTERLINE OF THE CHANNEL, AND ABOUT
 AW3575'33.0 FEET NORTHWEST OF A FENCE.  MONUMENT PROJECTS 0.3 FOOT.
 AW3575
 AW3575                          STATION RECOVERY (1964)
 AW3575
 AW3575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3576 ***********************************************************************
 AW3576  DESIGNATION -  640+00 555
 AW3576  PID         -  AW3576
 AW3576  STATE/COUNTY-  TX/HARRIS
 AW3576  USGS QUAD   -  LA PORTE (1982)
 AW3576
 AW3576                         *CURRENT SURVEY CONTROL
 AW3576  ___________________________________________________________________
 AW3576* NAD 83(1986)-  29 44 14.     (N)    095 07 10.     (W)     SCALED    
 AW3576* NAVD 88     -         0.97   (+/-2cm)       3.2    (feet)  VERTCON   
 AW3576  ___________________________________________________________________
 AW3576  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3576
 AW3576  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3576
 AW3576.The horizontal coordinates were scaled from a topographic map and have
 AW3576.an estimated accuracy of +/- 6 seconds.
 AW3576
 AW3576.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3576.The vertical order pertains to the NGVD 29 superseded value.
 AW3576
 AW3576.The geoid height was determined by GEOID03.
 AW3576
 AW3576;                    North         East    Units  Estimated Accuracy
 AW3576;SPC TXSC     - 4,217,230.      975,290.      MT  (+/- 180 meters Scaled)
 AW3576
 AW3576                          SUPERSEDED SURVEY CONTROL
 AW3576
 AW3576  NGVD 29 (??/??/92)    0.972  (m)            3.19   (f) ADJ UNCH    1 2
 AW3576
 AW3576.Superseded values are not recommended for survey control.
 AW3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3576.See file dsdata.txt to determine how the superseded data were derived.
 AW3576
 AW3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN950915(NAD 83)
 AW3576_MARKER: DD = SURVEY DISK
 AW3576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3576_STAMPING: 640+00 555
 AW3576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3576+STABILITY: SURFACE MOTION
 AW3576
 AW3576  HISTORY     - Date     Condition        Report By
 AW3576  HISTORY     - UNK      MONUMENTED       USE
 AW3576  HISTORY     - 1959     GOOD             NGS
 AW3576  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3576
 AW3576                          STATION DESCRIPTION
 AW3576
 AW3576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3576'3.6 MI SW FROM LYNCHBURG.
 AW3576'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3576'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3576'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK OF THE
 AW3576'CHANNEL, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG THE NORTHWEST BANK OF
 AW3576'THE CHANNEL, ABOUT 0.2 MILE SOUTHWEST OF BEACON LIGHT 142, ABOUT 0.1
 AW3576'MILE NORTHEAST OF A WOODEN SPILLWAY IN A DIRT LEVEE, 90 FEET NORTHWEST
 AW3576'OF THE HIGH WATER LINE, 6 FEET WEST OF THE TOP OF A NARROW DIRT LEVEE,
 AW3576'8 FEET NORTH OF A 4 X 4-INCH WOODEN POST PROJECTING 4 1/2 FEET, AND IN
 AW3576'THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3576
 AW3576                          STATION RECOVERY (1964)
 AW3576
 AW3576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3016 ***********************************************************************
 AW3016  DESIGNATION -  65+00 650
 AW3016  PID         -  AW3016
 AW3016  STATE/COUNTY-  TX/HARRIS
 AW3016  USGS QUAD   -  MORGANS POINT (1993)
 AW3016
 AW3016                         *CURRENT SURVEY CONTROL
 AW3016  ___________________________________________________________________
 AW3016* NAD 83(1986)-  29 41 51.     (N)    094 59 39.     (W)     SCALED    
 AW3016* NAVD 88     -         1.31   (+/-2cm)       4.3    (feet)  VERTCON   
 AW3016  ___________________________________________________________________
 AW3016  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3016
 AW3016  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3016
 AW3016.The horizontal coordinates were scaled from a topographic map and have
 AW3016.an estimated accuracy of +/- 6 seconds.
 AW3016
 AW3016.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3016.The vertical order pertains to the NGVD 29 superseded value.
 AW3016
 AW3016.The geoid height was determined by GEOID03.
 AW3016
 AW3016;                    North         East    Units  Estimated Accuracy
 AW3016;SPC TXSC     - 4,213,240.      987,550.      MT  (+/- 180 meters Scaled)
 AW3016
 AW3016                          SUPERSEDED SURVEY CONTROL
 AW3016
 AW3016  NGVD 29 (??/??/92)    1.313  (m)            4.31   (f) ADJ UNCH    1 2
 AW3016
 AW3016.Superseded values are not recommended for survey control.
 AW3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3016.See file dsdata.txt to determine how the superseded data were derived.
 AW3016
 AW3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN070869(NAD 83)
 AW3016_MARKER: DD = SURVEY DISK
 AW3016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3016_STAMPING: 65+00 650
 AW3016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3016+STABILITY: SURFACE MOTION
 AW3016
 AW3016  HISTORY     - Date     Condition        Report By
 AW3016  HISTORY     - UNK      MONUMENTED       USE
 AW3016  HISTORY     - 1964     GOOD             NGS
 AW3016
 AW3016                          STATION DESCRIPTION
 AW3016
 AW3016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3016'1.4 MI NW FROM MORGAN POINT.
 AW3016'ABOUT 0.35 MILE NORTH ACROSS THE HOUSTON SHIP CHANNEL FROM THE HOUSTON
 AW3016'MARITIME REPORTING STATION AT MORGAN POINT, THENCE 1.05 MILES
 AW3016'NORTHWEST ALONG THE NORTHEAST SHORE OF THE SHIP CHANNEL, ON THE
 AW3016'SOUTHWEST SHORE OF THE ISLAND, 518 FEET WEST OF THE NORTHWEST LEG OF
 AW3016'OIL DERRICK NUMBER 13, ABOUT 358 FEET SOUTHEAST OF A SMALL STOCK SHED,
 AW3016'264 FEET SOUTH OF THE CENTER LINE OF A SHELL ROAD, 215 FEET WEST OF A
 AW3016'LONE 13-INCH HACKBERRY TREE, 3 FEET NORTH OF THE NORTH EDGE OF A
 AW3016'CONCRETE RIPRAP, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW3016'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3577 ***********************************************************************
 AW3577  DESIGNATION -  650+00 405
 AW3577  PID         -  AW3577
 AW3577  STATE/COUNTY-  TX/HARRIS
 AW3577  USGS QUAD   -  LA PORTE (1982)
 AW3577
 AW3577                         *CURRENT SURVEY CONTROL
 AW3577  ___________________________________________________________________
 AW3577* NAD 83(1986)-  29 44 06.     (N)    095 07 18.     (W)     SCALED    
 AW3577* NAVD 88     -         0.59   (+/-2cm)       1.9    (feet)  VERTCON   
 AW3577  ___________________________________________________________________
 AW3577  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3577
 AW3577  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3577
 AW3577.The horizontal coordinates were scaled from a topographic map and have
 AW3577.an estimated accuracy of +/- 6 seconds.
 AW3577
 AW3577.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3577.The vertical order pertains to the NGVD 29 superseded value.
 AW3577
 AW3577.The geoid height was determined by GEOID03.
 AW3577
 AW3577;                    North         East    Units  Estimated Accuracy
 AW3577;SPC TXSC     - 4,216,980.      975,090.      MT  (+/- 180 meters Scaled)
 AW3577
 AW3577                          SUPERSEDED SURVEY CONTROL
 AW3577
 AW3577  NGVD 29 (??/??/92)    0.589  (m)            1.93   (f) ADJ UNCH    1 2
 AW3577
 AW3577.Superseded values are not recommended for survey control.
 AW3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3577.See file dsdata.txt to determine how the superseded data were derived.
 AW3577
 AW3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN948913(NAD 83)
 AW3577_MARKER: DD = SURVEY DISK
 AW3577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3577_STAMPING: 650+00 405
 AW3577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3577+STABILITY: SURFACE MOTION
 AW3577
 AW3577  HISTORY     - Date     Condition        Report By
 AW3577  HISTORY     - UNK      MONUMENTED       USE
 AW3577  HISTORY     - 1959     GOOD             NGS
 AW3577  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3577
 AW3577                          STATION DESCRIPTION
 AW3577
 AW3577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3577'3.8 MI SW FROM LYNCHBURG.
 AW3577'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3577'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3577'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK OF THE
 AW3577'CHANNEL, THENCE ABOUT 1.55 MILE SOUTHWEST ALONG THE NORTHWEST BANK OF
 AW3577'THE CHANNEL, 385 FEET SOUTH OF THE MOST SOUTHWESTERLY ONE OF TWO
 AW3577'WOODEN SPILLWAYS IN A DIRT LEVEE, ON THE NORTHEAST SIDE OF A SMALL
 AW3577'CLAY RIDGE, 39 FEET NORTHWEST OF THE HIGH WATER LINE, 3 FEET NORTHEAST
 AW3577'OF A 4 X 4-INCH WOODEN POST, 38 FEET NORTH OF BENCH MARK H 875 1943,
 AW3577'AND IN THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE
 AW3577'GROUND.
 AW3577
 AW3577                          STATION RECOVERY (1964)
 AW3577
 AW3577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0533 ***********************************************************************
 AE0533  DESIGNATION -  652
 AE0533  PID         -  AE0533
 AE0533  STATE/COUNTY-  TX/HIDALGO
 AE0533  USGS QUAD   -  CITRUS CITY (1980)
 AE0533
 AE0533                         *CURRENT SURVEY CONTROL
 AE0533  ___________________________________________________________________
 AE0533* NAD 83(1986)-  26 19 37.     (N)    098 23 23.     (W)     SCALED    
 AE0533* NAVD 88     -        68.626  (meters)     225.15   (feet)  ADJUSTED  
 AE0533  ___________________________________________________________________
 AE0533  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AE0533  DYNAMIC HT  -          68.513 (meters)     224.78  (feet)  COMP
 AE0533  MODELED GRAV-     978,998.5   (mgal)                       NAVD 88
 AE0533
 AE0533  VERT ORDER  -  SECOND    CLASS 0
 AE0533
 AE0533.The horizontal coordinates were scaled from a topographic map and have
 AE0533.an estimated accuracy of +/- 6 seconds.
 AE0533
 AE0533.The orthometric height was determined by differential leveling
 AE0533.and adjusted by the National Geodetic Survey in June 1991..
 AE0533
 AE0533.The geoid height was determined by GEOID03.
 AE0533
 AE0533.The dynamic height is computed by dividing the NAVD 88
 AE0533.geopotential number by the normal gravity value computed on the
 AE0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0533.degrees latitude (g = 980.6199 gals.).
 AE0533
 AE0533.The modeled gravity was interpolated from observed gravity values.
 AE0533
 AE0533;                    North         East    Units  Estimated Accuracy
 AE0533;SPC TX S     - 5,073,160.      311,010.      MT  (+/- 180 meters Scaled)
 AE0533
 AE0533                          SUPERSEDED SURVEY CONTROL
 AE0533
 AE0533  NGVD 29 (??/??/92)   68.728  (m)          225.49   (f) ADJ UNCH    2 0
 AE0533
 AE0533.Superseded values are not recommended for survey control.
 AE0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0533.See file dsdata.txt to determine how the superseded data were derived.
 AE0533
 AE0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ609120(NAD 83)
 AE0533_MARKER: DB = BENCH MARK DISK
 AE0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0533_STAMPING: 652
 AE0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0533+STABILITY: SURFACE MOTION
 AE0533
 AE0533  HISTORY     - Date     Condition        Report By
 AE0533  HISTORY     - UNK      MONUMENTED       CGS
 AE0533  HISTORY     - 1942     GOOD             NGS
 AE0533  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0533
 AE0533                          STATION DESCRIPTION
 AE0533
 AE0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0533'5.15 MI W FROM OBLATE.
 AE0533'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 107 AND THE SEVEN MILE
 AE0533'ROAD, (7.2 MILES NORTH OF MISSION) PROCEED 5.15 MILES WESTERLY ALONG
 AE0533'THE SEVEN MILE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.3 MILE
 AE0533'WEST OF A LARGE IRRIGATION CANAL, 0.25 MILE EAST OF THE INTERSECTION
 AE0533'OF A PRIVATE DIRT CROSS ROAD.  IT IS 32.5 FEET SOUTH OF AND ABOUT THE
 AE0533'SAME ELEVATION AS THE CENTERLINE OF THE SEVEN MILE ROAD, 2.7 FEET
 AE0533'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  MONUMENT IS 1.5 FOOT EAST OF A
 AE0533'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS ABOUT 0.3 FOOT ABOVE
 AE0533'THE GROUND.
 AE0533
 AE0533                          STATION RECOVERY (1962)
 AE0533
 AE0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6311 ***********************************************************************
 AW6311  DESIGNATION -  653 00 405L USE 1948
 AW6311  PID         -  AW6311
 AW6311  STATE/COUNTY-  TX/HARRIS
 AW6311  USGS QUAD   -  LA PORTE (1982)
 AW6311
 AW6311                         *CURRENT SURVEY CONTROL
 AW6311  ___________________________________________________________________
 AW6311* NAD 83(1993)-  29 44 07.80038(N)    095 07 21.84984(W)     ADJUSTED  
 AW6311* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6311  ___________________________________________________________________
 AW6311  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6311  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6311
 AW6311  HORZ ORDER  -  THIRD
 AW6311
 AW6311.The horizontal coordinates were established by classical geodetic methods
 AW6311.and adjusted by the National Geodetic Survey in February 1996..
 AW6311
 AW6311.The orthometric height was scaled from a topographic map.
 AW6311
 AW6311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6311
 AW6311.The geoid height was determined by GEOID03.
 AW6311
 AW6311;                    North         East     Units Scale Factor Converg.
 AW6311;SPC TXSC     - 4,217,028.277   974,979.997   MT  0.99988760   +1 53 58.3
 AW6311;SPC TXSC     -13,835,366.94  3,198,746.87   sFT  0.99988760   +1 53 58.3
 AW6311;UTM  15      - 3,291,364.038   294,702.244   MT  1.00012005   -1 03 11.7
 AW6311
 AW6311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6311!SPC TXSC     -   1.00000427  x   0.99988760  =   0.99989187
 AW6311!UTM  15      -   1.00000427  x   1.00012005  =   1.00012432
 AW6311
 AW6311:                Primary Azimuth Mark                     Grid Az
 AW6311:SPC TXSC     -  675 00 405L USE 1948                     250 51 01.5
 AW6311:UTM  15      -  675 00 405L USE 1948                     253 48 11.5
 AW6311
 AW6311|---------------------------------------------------------------------|
 AW6311| PID    Reference Object                     Distance      Geod. Az  |
 AW6311|                                                           dddmmss.s |
 AW6311| AW6476 675 00 405L USE 1948                APPROX. 0.6 KM 2524459.8 |
 AW6311|---------------------------------------------------------------------|
 AW6311
 AW6311                          SUPERSEDED SURVEY CONTROL
 AW6311
 AW6311  NAD 83(1986)-  29 44 07.81563(N)    095 07 21.83094(W) AD(       ) 3
 AW6311  NAD 27      -  29 44 06.99495(N)    095 07 21.08026(W) AD(       ) 3
 AW6311
 AW6311.Superseded values are not recommended for survey control.
 AW6311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6311.See file dsdata.txt to determine how the superseded data were derived.
 AW6311
 AW6311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9470291364(NAD 83)
 AW6311_MARKER: DD = SURVEY DISK
 AW6311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6311+STABILITY: SURFACE MOTION
 AW6311
 AW6311  HISTORY     - Date     Condition        Report By
 AW6311  HISTORY     - 1948     MONUMENTED       USE
 AW6311  HISTORY     - 1955     GOOD             CGS
 AW6311
 AW6311                          STATION DESCRIPTION
 AW6311
 AW6311'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6311'LOCATED 3.3 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6311'THE N BANK OF THE HOUSTON SHIP CHANNEL, ABOUT OPPOSITE HOUSTON
 AW6311'SHIP CHANNEL LIGHT 71, 155 FT. N OF THE CHANNEL BANK, AND ON TOP
 AW6311'OF A GRASS-COVERED SPOIL PILE.  A 2- BY 2 WITNESS STAKE IS
 AW6311'BESIDE THE STATION.
 AW6311'
 AW6311'A U.S.E. DISK, STAMPED 653+00 (405) AND SET IN THE TOP OF
 AW6311'A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6311'
 AW6311'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0534 ***********************************************************************
 AE0534  DESIGNATION -  653 TXGS
 AE0534  PID         -  AE0534
 AE0534  STATE/COUNTY-  TX/HIDALGO
 AE0534  USGS QUAD   -  CITRUS CITY (1980)
 AE0534
 AE0534                         *CURRENT SURVEY CONTROL
 AE0534  ___________________________________________________________________
 AE0534* NAD 83(1986)-  26 19 40.     (N)    098 23 39.     (W)     SCALED    
 AE0534* NAVD 88     -        68.992  (meters)     226.35   (feet)  ADJUSTED  
 AE0534  ___________________________________________________________________
 AE0534  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AE0534  DYNAMIC HT  -          68.878 (meters)     225.98  (feet)  COMP
 AE0534  MODELED GRAV-     978,998.2   (mgal)                       NAVD 88
 AE0534
 AE0534  VERT ORDER  -  SECOND    CLASS 0
 AE0534
 AE0534.The horizontal coordinates were scaled from a topographic map and have
 AE0534.an estimated accuracy of +/- 6 seconds.
 AE0534
 AE0534.The orthometric height was determined by differential leveling
 AE0534.and adjusted by the National Geodetic Survey in June 1991..
 AE0534
 AE0534.The geoid height was determined by GEOID03.
 AE0534
 AE0534.The dynamic height is computed by dividing the NAVD 88
 AE0534.geopotential number by the normal gravity value computed on the
 AE0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0534.degrees latitude (g = 980.6199 gals.).
 AE0534
 AE0534.The modeled gravity was interpolated from observed gravity values.
 AE0534
 AE0534;                    North         East    Units  Estimated Accuracy
 AE0534;SPC TX S     - 5,073,250.      310,570.      MT  (+/- 180 meters Scaled)
 AE0534
 AE0534                          SUPERSEDED SURVEY CONTROL
 AE0534
 AE0534  NGVD 29 (??/??/92)   69.094  (m)          226.69   (f) ADJ UNCH    2 0
 AE0534
 AE0534.Superseded values are not recommended for survey control.
 AE0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0534.See file dsdata.txt to determine how the superseded data were derived.
 AE0534
 AE0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ604121(NAD 83)
 AE0534_MARKER: DB = BENCH MARK DISK
 AE0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0534_STAMPING: 653
 AE0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0534+STABILITY: SURFACE MOTION
 AE0534
 AE0534  HISTORY     - Date     Condition        Report By
 AE0534  HISTORY     - UNK      MONUMENTED       CGS
 AE0534  HISTORY     - 1942     GOOD             NGS
 AE0534  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0534
 AE0534                          STATION DESCRIPTION
 AE0534
 AE0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0534'5.4 MI W FROM OBLATE.
 AE0534'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 107 AND THE SEVEN MILE
 AE0534'ROAD, (7.2 MILES NORTH OF MISSION) PROCEED 5.4 MILES WESTERLY ALONG
 AE0534'THE SEVEN MILE ROAD TO THE INTERSECTION OF A PRIVATE DIRT CROSS ROAD
 AE0534'AND SITE OF BENCH MARK.  BENCH MARK IS IN THE NORTHWEST ANGLE OF THE
 AE0534'CROSS ROADS.  IT IS 33.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AE0534'THE CENTERLINE OF THE SEVEN MILE ROAD, 23.4 FEET WEST OF THE
 AE0534'CENTERLINE OF A PRIVATE DIRT CROSS ROAD, 2.6 FEET SOUTH OF THE NORTH
 AE0534'RIGHT-OF-WAY FENCE.  MONUMENT IS 1.5 FOOT EAST OF A 4X4 INCH WHITE
 AE0534'WOODEN MARKER POST AND PROJECTS ABOUT 0.3 FOOT ABOVE THE GROUND.
 AE0534
 AE0534                          STATION RECOVERY (1962)
 AE0534
 AE0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3580 ***********************************************************************
 AW3580  DESIGNATION -  655+00 405
 AW3580  PID         -  AW3580
 AW3580  STATE/COUNTY-  TX/HARRIS
 AW3580  USGS QUAD   -  LA PORTE (1982)
 AW3580
 AW3580                         *CURRENT SURVEY CONTROL
 AW3580  ___________________________________________________________________
 AW3580* NAD 83(1986)-  29 44 05.     (N)    095 07 20.     (W)     SCALED    
 AW3580* NAVD 88     -         2.82   (+/-2cm)       9.3    (feet)  VERTCON   
 AW3580  ___________________________________________________________________
 AW3580  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3580
 AW3580  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3580
 AW3580.The horizontal coordinates were scaled from a topographic map and have
 AW3580.an estimated accuracy of +/- 6 seconds.
 AW3580
 AW3580.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3580.The vertical order pertains to the NGVD 29 superseded value.
 AW3580
 AW3580.The geoid height was determined by GEOID03.
 AW3580
 AW3580;                    North         East    Units  Estimated Accuracy
 AW3580;SPC TXSC     - 4,216,940.      975,030.      MT  (+/- 180 meters Scaled)
 AW3580
 AW3580                          SUPERSEDED SURVEY CONTROL
 AW3580
 AW3580  NGVD 29 (??/??/92)    2.819  (m)            9.25   (f) ADJ UNCH    1 2
 AW3580
 AW3580.Superseded values are not recommended for survey control.
 AW3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3580.See file dsdata.txt to determine how the superseded data were derived.
 AW3580
 AW3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN947912(NAD 83)
 AW3580_MARKER: DD = SURVEY DISK
 AW3580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3580_STAMPING: 655+00 405
 AW3580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3580+STABILITY: SURFACE MOTION
 AW3580
 AW3580  HISTORY     - Date     Condition        Report By
 AW3580  HISTORY     - UNK      MONUMENTED       USE
 AW3580  HISTORY     - 1959     GOOD             NGS
 AW3580  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3580
 AW3580                          STATION DESCRIPTION
 AW3580
 AW3580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3580'3.85 MI SW FROM LYNCHBURG.
 AW3580'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3580'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3580'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK, THENCE
 AW3580'ABOUT 1.6 MILE SOUTHWEST ALONG THE NORTHWEST BANK OF THE CHANNEL, ON
 AW3580'THE TOP OF THE NORTH END OF A SMALL CLAY RIDGE, 42 FEET NORTH OF BENCH
 AW3580'MARK 655+00 (U.S.E.), 20 FEET NORTHWEST OF THE HIGH WATER LINE, 3 FEET
 AW3580'NORTH OF A 2 X 4-INCH WOODEN POST, AND IN THE TOP OF A CONCRETE POST,
 AW3580'POURED IN PLACE, FLUSH WITH THE GROUND.  NOTE-- BELIEVED TO HAVE BEEN
 AW3580'DESTROYED BY EROSION.
 AW3580
 AW3580                          STATION RECOVERY (1964)
 AW3580
 AW3580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0305 ***********************************************************************
 AY0305  DESIGNATION -  655.7 USGS
 AY0305  PID         -  AY0305
 AY0305  STATE/COUNTY-  TX/BEXAR
 AY0305  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0305
 AY0305                         *CURRENT SURVEY CONTROL
 AY0305  ___________________________________________________________________
 AY0305* NAD 83(1986)-  29 25 25.     (N)    098 29 36.     (W)     SCALED    
 AY0305* NAVD 88     -       197.701  (meters)     648.62   (feet)  ADJUSTED  
 AY0305  ___________________________________________________________________
 AY0305  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AY0305  DYNAMIC HT  -         197.414 (meters)     647.68  (feet)  COMP
 AY0305  MODELED GRAV-     979,189.0   (mgal)                       NAVD 88
 AY0305
 AY0305  VERT ORDER  -  FIRST     CLASS II
 AY0305
 AY0305.The horizontal coordinates were scaled from a topographic map and have
 AY0305.an estimated accuracy of +/- 6 seconds.
 AY0305
 AY0305.The orthometric height was determined by differential leveling
 AY0305.and adjusted by the National Geodetic Survey in June 1991..
 AY0305
 AY0305.The geoid height was determined by GEOID03.
 AY0305
 AY0305.The dynamic height is computed by dividing the NAVD 88
 AY0305.geopotential number by the normal gravity value computed on the
 AY0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0305.degrees latitude (g = 980.6199 gals.).
 AY0305
 AY0305.The modeled gravity was interpolated from observed gravity values.
 AY0305
 AY0305;                    North         East    Units  Estimated Accuracy
 AY0305;SPC TXSC     - 4,176,350.      649,160.      MT  (+/- 180 meters Scaled)
 AY0305
 AY0305                          SUPERSEDED SURVEY CONTROL
 AY0305
 AY0305  NGVD 29 (??/??/92)  197.579  (m)          648.22   (f) ADJ UNCH    1 2
 AY0305
 AY0305.Superseded values are not recommended for survey control.
 AY0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0305.See file dsdata.txt to determine how the superseded data were derived.
 AY0305
 AY0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT491550(NAD 83)
 AY0305_MARKER: DD = SURVEY DISK
 AY0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0305_SP_SET: FOUNDATION
 AY0305_STAMPING: S A 35 655.7
 AY0305_MARK LOGO: USGS  
 AY0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0305
 AY0305  HISTORY     - Date     Condition        Report By
 AY0305  HISTORY     - UNK      MONUMENTED       USGS
 AY0305  HISTORY     - 1943     GOOD             NGS
 AY0305  HISTORY     - 1946     GOOD             NGS
 AY0305  HISTORY     - 1980     GOOD             NGS
 AY0305  HISTORY     - 1989     GOOD             USPSQD
 AY0305  HISTORY     - 19990227 GOOD             USPSQD
 AY0305  HISTORY     - 20040321 GOOD             USPSQD
 AY0305  HISTORY     - 20060717 GOOD             USPSQD
 AY0305
 AY0305                          STATION DESCRIPTION
 AY0305
 AY0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0305'IN SAN ANTONIO.
 AY0305'BENCH MARK IS SET HORIZONTALLY IN A STONE FOUNDATION LEDGE AT THE
 AY0305'FIRST BASEMENT WINDOW SOUTH OF THE NORTHEAST ENTRANCE TO THE COURT
 AY0305'HOUSE.  IT IS 11.8 FEET SOUTH OF THE CENTERLINE OF STEPS, 1.0 FOOT
 AY0305'ABOVE THE SIDEWALK.
 AY0305
 AY0305                          STATION RECOVERY (1946)
 AY0305
 AY0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0305'RECOVERED IN GOOD CONDITION.
 AY0305
 AY0305                          STATION RECOVERY (1980)
 AY0305
 AY0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0305'RECOVERED IN GOOD CONDITION.
 AY0305
 AY0305                          STATION RECOVERY (1989)
 AY0305
 AY0305'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0305'RECOVERED IN GOOD CONDITION.
 AY0305
 AY0305                          STATION RECOVERY (1999)
 AY0305
 AY0305'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0305'RECOVERED IN GOOD CONDITION.
 AY0305
 AY0305                          STATION RECOVERY (2004)
 AY0305
 AY0305'RECOVERY NOTE BY US POWER SQUADRON 2004 (MPM)
 AY0305'RECOVERED IN GOOD CONDITION.
 AY0305
 AY0305                          STATION RECOVERY (2006)
 AY0305
 AY0305'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3582 ***********************************************************************
 AW3582  DESIGNATION -  658+00 455
 AW3582  PID         -  AW3582
 AW3582  STATE/COUNTY-  TX/HARRIS
 AW3582  USGS QUAD   -  LA PORTE (1982)
 AW3582
 AW3582                         *CURRENT SURVEY CONTROL
 AW3582  ___________________________________________________________________
 AW3582* NAD 83(1986)-  29 44 03.     (N)    095 07 24.     (W)     SCALED    
 AW3582* NAVD 88     -         3.16   (+/-2cm)      10.4    (feet)  VERTCON   
 AW3582  ___________________________________________________________________
 AW3582  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3582
 AW3582  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3582
 AW3582.The horizontal coordinates were scaled from a topographic map and have
 AW3582.an estimated accuracy of +/- 6 seconds.
 AW3582
 AW3582.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3582.The vertical order pertains to the NGVD 29 superseded value.
 AW3582
 AW3582.The geoid height was determined by GEOID03.
 AW3582
 AW3582;                    North         East    Units  Estimated Accuracy
 AW3582;SPC TXSC     - 4,216,880.      974,930.      MT  (+/- 180 meters Scaled)
 AW3582
 AW3582                          SUPERSEDED SURVEY CONTROL
 AW3582
 AW3582  NGVD 29 (??/??/92)    3.156  (m)           10.35   (f) ADJ UNCH    1 2
 AW3582
 AW3582.Superseded values are not recommended for survey control.
 AW3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3582.See file dsdata.txt to determine how the superseded data were derived.
 AW3582
 AW3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN946912(NAD 83)
 AW3582_MARKER: DD = SURVEY DISK
 AW3582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3582_STAMPING: 658+00 455
 AW3582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3582+STABILITY: SURFACE MOTION
 AW3582
 AW3582  HISTORY     - Date     Condition        Report By
 AW3582  HISTORY     - UNK      MONUMENTED       USE
 AW3582  HISTORY     - 1959     GOOD             NGS
 AW3582  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3582
 AW3582                          STATION DESCRIPTION
 AW3582
 AW3582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3582'3.95 MI SW FROM LYNCHBURG.
 AW3582'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3582'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3582'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK, THENCE
 AW3582'ABOUT 1.7 MILE SOUTHWEST ALONG THE NORTHWEST BANK OF THE CHANNEL, 100
 AW3582'FEET SOUTHWEST OF A POWER POLE, 60 FEET SOUTHWEST OF THE CENTER LINE
 AW3582'OF A DIM ROAD BED, 48 FEET NORTHWEST OF THE HIGH WATER LINE, 250 FEET
 AW3582'SOUTHWEST OF A PIPE LINE ENTERING THE CHANNEL, 2 FEET NORTHEAST OF A 2
 AW3582'X 4-INCH WOODEN POST, AND IN THE TOP OF A CONCRETE POST 3 INCHES BELOW
 AW3582'THE SURFACE.  NOTE-- BELIEVED TO HAVE BEEN DESTROYED BY EROSION.
 AW3582
 AW3582                          STATION RECOVERY (1964)
 AW3582
 AW3582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0217 ***********************************************************************
 AH0217  DESIGNATION -  66 USE
 AH0217  PID         -  AH0217
 AH0217  STATE/COUNTY-  TX/NUECES
 AH0217  USGS QUAD   -  PORT ARANSAS (1975)
 AH0217
 AH0217                         *CURRENT SURVEY CONTROL
 AH0217  ___________________________________________________________________
 AH0217* NAD 83(1986)-  27 51 34.     (N)    097 04 30.     (W)     SCALED    
 AH0217* NAVD 88     -         0.46   (+/-2cm)       1.5    (feet)  VERTCON   
 AH0217  ___________________________________________________________________
 AH0217  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH0217
 AH0217  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0217
 AH0217.The horizontal coordinates were scaled from a topographic map and have
 AH0217.an estimated accuracy of +/- 6 seconds.
 AH0217
 AH0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0217.The vertical order pertains to the NGVD 29 superseded value.
 AH0217
 AH0217.The geoid height was determined by GEOID03.
 AH0217
 AH0217;                    North         East    Units  Estimated Accuracy
 AH0217;SPC TX S     - 5,243,740.      440,350.      MT  (+/- 180 meters Scaled)
 AH0217
 AH0217                          SUPERSEDED SURVEY CONTROL
 AH0217
 AH0217  NGVD 29 (??/??/92)    0.58   (m)            1.9    (f) COMPUTED    1 2
 AH0217
 AH0217.Superseded values are not recommended for survey control.
 AH0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0217.See file dsdata.txt to determine how the superseded data were derived.
 AH0217
 AH0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR895831(NAD 83)
 AH0217_MARKER: DD = SURVEY DISK
 AH0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0217_STAMPING: 66 1949
 AH0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0217+STABILITY: SURFACE MOTION
 AH0217
 AH0217  HISTORY     - Date     Condition        Report By
 AH0217  HISTORY     - 1949     MONUMENTED       DOD
 AH0217  HISTORY     - 1959     POOR             NGS
 AH0217  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0217  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH0217
 AH0217                          STATION DESCRIPTION
 AH0217
 AH0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0217'5.0 MI E FROM ARANSAS PASS.
 AH0217'ABOUT 5.0 MILES EAST ALONG THE CAUSEWAY FROM THE TOLL GATE AT ARANSAS
 AH0217'PASS, 172 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 192 FEET
 AH0217'NORTH OF A POWER POLE, 82 FEET NORTHEAST OF A ROW OF POWER POLES,
 AH0217'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 AH0217'PROJECTING 18 INCHES.  NOTE-- THIS MARK IS LOOSE AND IS ABOUT 10 FEET
 AH0217'OUT IN THE WATER.
 AH0217
 AH0217                          STATION RECOVERY (1978)
 AH0217
 AH0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0217'SEARCHED FOR BUT NOT RECOVERED. CAUSEWAY HAS BEEN DESTROYED AND
 AH0217'REBUILT.
 AH0217
 AH0217                          STATION RECOVERY (1997)
 AH0217
 AH0217'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3583 ***********************************************************************
 AW3583  DESIGNATION -  660+00 405
 AW3583  PID         -  AW3583
 AW3583  STATE/COUNTY-  TX/HARRIS
 AW3583  USGS QUAD   -  LA PORTE (1982)
 AW3583
 AW3583                         *CURRENT SURVEY CONTROL
 AW3583  ___________________________________________________________________
 AW3583* NAD 83(1986)-  29 44 02.     (N)    095 07 26.     (W)     SCALED    
 AW3583* NAVD 88     -         3.47   (+/-2cm)      11.4    (feet)  VERTCON   
 AW3583  ___________________________________________________________________
 AW3583  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3583
 AW3583  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3583
 AW3583.The horizontal coordinates were scaled from a topographic map and have
 AW3583.an estimated accuracy of +/- 6 seconds.
 AW3583
 AW3583.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3583.The vertical order pertains to the NGVD 29 superseded value.
 AW3583
 AW3583.The geoid height was determined by GEOID03.
 AW3583
 AW3583;                    North         East    Units  Estimated Accuracy
 AW3583;SPC TXSC     - 4,216,850.      974,870.      MT  (+/- 180 meters Scaled)
 AW3583
 AW3583                          SUPERSEDED SURVEY CONTROL
 AW3583
 AW3583  NGVD 29 (??/??/92)    3.467  (m)           11.37   (f) ADJ UNCH    1 2
 AW3583
 AW3583.Superseded values are not recommended for survey control.
 AW3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3583.See file dsdata.txt to determine how the superseded data were derived.
 AW3583
 AW3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945911(NAD 83)
 AW3583_MARKER: DD = SURVEY DISK
 AW3583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3583_STAMPING: 660+00 405
 AW3583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3583+STABILITY: SURFACE MOTION
 AW3583
 AW3583  HISTORY     - Date     Condition        Report By
 AW3583  HISTORY     - UNK      MONUMENTED       USE
 AW3583  HISTORY     - 1959     GOOD             NGS
 AW3583  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3583
 AW3583                          STATION DESCRIPTION
 AW3583
 AW3583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3583'4.0 MI SW FROM LYNCHBURG.
 AW3583'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3583'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3583'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK, THENCE
 AW3583'ABOUT 1.75 MILES SOUTHWEST ALONG THE NORTHWEST BANK OF THE CHANNEL, 40
 AW3583'FEET NORTHWEST OF THE HIGH WATER LINE, ON THE TOP OF A SMALL RIDGE, 3
 AW3583'FEET SOUTHEAST OF A 4 X 4-INCH WOODEN POST, AND IN THE TOP OF A
 AW3583'CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND. NOTE-- BELIEVED
 AW3583'TO HAVE BEEN DESTROYED BY EROSION.
 AW3583
 AW3583                          STATION RECOVERY (1964)
 AW3583
 AW3583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1471 ***********************************************************************
 BL1471  DESIGNATION -  67
 BL1471  PID         -  BL1471
 BL1471  STATE/COUNTY-  TX/MONTGOMERY
 BL1471  USGS QUAD   -  COWL SPUR (1976)
 BL1471
 BL1471                         *CURRENT SURVEY CONTROL
 BL1471  ___________________________________________________________________
 BL1471* NAD 83(1986)-  30 19 00.     (N)    095 32 23.     (W)     SCALED    
 BL1471* NAVD 88     -        53.33   (+/-2cm)     175.0    (feet)  VERTCON   
 BL1471  ___________________________________________________________________
 BL1471  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL1471
 BL1471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1471
 BL1471.The horizontal coordinates were scaled from a topographic map and have
 BL1471.an estimated accuracy of +/- 6 seconds.
 BL1471
 BL1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1471.The vertical order pertains to the NGVD 29 superseded value.
 BL1471
 BL1471.The geoid height was determined by GEOID03.
 BL1471
 BL1471;                    North         East    Units  Estimated Accuracy
 BL1471;SPC TX C     - 3,081,990.    1,160,880.      MT  (+/- 180 meters Scaled)
 BL1471
 BL1471                          SUPERSEDED SURVEY CONTROL
 BL1471
 BL1471  NGVD 29 (??/??/92)   53.332  (m)          174.97   (f) ADJ UNCH    2 0
 BL1471
 BL1471.Superseded values are not recommended for survey control.
 BL1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1471.See file dsdata.txt to determine how the superseded data were derived.
 BL1471
 BL1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP557566(NAD 83)
 BL1471_MARKER: Z = SEE DESCRIPTION
 BL1471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1471_SP_SET: RAIL
 BL1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1471
 BL1471  HISTORY     - Date     Condition        Report By
 BL1471  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL1471  HISTORY     - 1954     GOOD             NGS
 BL1471
 BL1471                          STATION DESCRIPTION
 BL1471
 BL1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1471'5.1 MI W FROM CONROE.
 BL1471'5.1 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1471'STATION AT CONROE, AT LEONIDAS SIDING, 0.1 MILE WEST OF A ROAD
 BL1471'CROSSING, 84 FEET SOUTHWEST OF MILEPOST 67, 94 FEET NORTH OF A FENCE,
 BL1471'7.5 FEET SOUTH OF THE SOUTH RAIL, THE TOP OF A VERTICAL SECTION OF
 BL1471'RAIL WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3584 ***********************************************************************
 AW3584  DESIGNATION -  670+00 400 1937
 AW3584  PID         -  AW3584
 AW3584  STATE/COUNTY-  TX/HARRIS
 AW3584  USGS QUAD   -  PASADENA (1995)
 AW3584
 AW3584                         *CURRENT SURVEY CONTROL
 AW3584  ___________________________________________________________________
 AW3584* NAD 83(1986)-  29 44 00.     (N)    095 07 35.     (W)     SCALED    
 AW3584* NAVD 88     -         2.73   (+/-2cm)       9.0    (feet)  VERTCON   
 AW3584  ___________________________________________________________________
 AW3584  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3584
 AW3584  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3584
 AW3584.The horizontal coordinates were scaled from a topographic map and have
 AW3584.an estimated accuracy of +/- 6 seconds.
 AW3584
 AW3584.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3584.The vertical order pertains to the NGVD 29 superseded value.
 AW3584
 AW3584.The geoid height was determined by GEOID03.
 AW3584
 AW3584;                    North         East    Units  Estimated Accuracy
 AW3584;SPC TXSC     - 4,216,780.      974,640.      MT  (+/- 180 meters Scaled)
 AW3584
 AW3584                          SUPERSEDED SURVEY CONTROL
 AW3584
 AW3584  NGVD 29 (??/??/92)    2.725  (m)            8.94   (f) ADJ UNCH    1 2
 AW3584
 AW3584.Superseded values are not recommended for survey control.
 AW3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3584.See file dsdata.txt to determine how the superseded data were derived.
 AW3584
 AW3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN943911(NAD 83)
 AW3584_MARKER: DD = SURVEY DISK
 AW3584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3584_STAMPING: 670+00 400 1937
 AW3584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3584+STABILITY: SURFACE MOTION
 AW3584
 AW3584  HISTORY     - Date     Condition        Report By
 AW3584  HISTORY     - 1937     MONUMENTED       USE
 AW3584  HISTORY     - 1943     GOOD             NGS
 AW3584  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW3584
 AW3584                          STATION DESCRIPTION
 AW3584
 AW3584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW3584'3.9 MI W FROM LYNCHBURG.
 AW3584'BENCH MARK IS ABOUT 3.9 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM
 AW3584'LYNCHBURG, ABOUT 400.0 FEET NORTH OF THE CENTERLINE OF THE CHANNEL,
 AW3584'3.5 FEET SOUTH OF THE CENTERLINE OF A DIM TRACK ROAD, AND AT THE EDGE
 AW3584'OF THE SOUTH TRACK.  MONUMENT IS FLUSH WITH THE GROUND.
 AW3584
 AW3584                          STATION RECOVERY (1953)
 AW3584
 AW3584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW3584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3585 ***********************************************************************
 AW3585  DESIGNATION -  670+00 405
 AW3585  PID         -  AW3585
 AW3585  STATE/COUNTY-  TX/HARRIS
 AW3585  USGS QUAD   -  PASADENA (1995)
 AW3585
 AW3585                         *CURRENT SURVEY CONTROL
 AW3585  ___________________________________________________________________
 AW3585* NAD 83(1986)-  29 44 00.     (N)    095 07 37.     (W)     SCALED    
 AW3585* NAVD 88     -         1.95   (+/-2cm)       6.4    (feet)  VERTCON   
 AW3585  ___________________________________________________________________
 AW3585  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3585
 AW3585  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3585
 AW3585.The horizontal coordinates were scaled from a topographic map and have
 AW3585.an estimated accuracy of +/- 6 seconds.
 AW3585
 AW3585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3585.The vertical order pertains to the NGVD 29 superseded value.
 AW3585
 AW3585.The geoid height was determined by GEOID03.
 AW3585
 AW3585;                    North         East    Units  Estimated Accuracy
 AW3585;SPC TXSC     - 4,216,780.      974,580.      MT  (+/- 180 meters Scaled)
 AW3585
 AW3585                          SUPERSEDED SURVEY CONTROL
 AW3585
 AW3585  NGVD 29 (??/??/92)    1.946  (m)            6.38   (f) ADJ UNCH    1 2
 AW3585
 AW3585.Superseded values are not recommended for survey control.
 AW3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3585.See file dsdata.txt to determine how the superseded data were derived.
 AW3585
 AW3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN942911(NAD 83)
 AW3585_MARKER: DD = SURVEY DISK
 AW3585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3585_STAMPING: 670+00 405
 AW3585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3585+STABILITY: SURFACE MOTION
 AW3585
 AW3585  HISTORY     - Date     Condition        Report By
 AW3585  HISTORY     - UNK      MONUMENTED       USE
 AW3585  HISTORY     - 1959     GOOD             NGS
 AW3585  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3585
 AW3585                          STATION DESCRIPTION
 AW3585
 AW3585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3585'4.2 MI SW FROM LYNCHBURG.
 AW3585'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3585'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3585'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK, THENCE
 AW3585'ABOUT 1.95 MILES SOUTHWEST ALONG THE NORTHWEST BANK OF THE CHANNEL,
 AW3585'ABOUT 0.2 MILE NORTH AND ACROSS THE CHANNEL FROM BEACON LIGHT 145, 27
 AW3585'FEET NORTH OF THE HIGH WATER LINE, 3 1/2 FEET SOUTH OF A 4 X 4-INCH
 AW3585'WOODEN POST PROJECTING 6 1/2 FEET, AND IN THE TOP OF A CONCRETE POST,
 AW3585'POURED IN PLACE, FLUSH WITH THE GROUND.  NOTE-- BELIEVED TO HAVE BEEN
 AW3585'DESTROYED BY EROSION.
 AW3585
 AW3585                          STATION RECOVERY (1964)
 AW3585
 AW3585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0450 ***********************************************************************
 AO0450  DESIGNATION -  670.5
 AO0450  PID         -  AO0450
 AO0450  STATE/COUNTY-  TX/ZAVALA
 AO0450  USGS QUAD   -  LA PRYOR SE (1972)
 AO0450
 AO0450                         *CURRENT SURVEY CONTROL
 AO0450  ___________________________________________________________________
 AO0450* NAD 83(1986)-  28 50 21.     (N)    099 51 11.     (W)     SCALED    
 AO0450* NAVD 88     -       204.525  (meters)     671.01   (feet)  ADJUSTED  
 AO0450  ___________________________________________________________________
 AO0450  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AO0450  DYNAMIC HT  -         204.226 (meters)     670.03  (feet)  COMP
 AO0450  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AO0450
 AO0450  VERT ORDER  -  SECOND    CLASS 0
 AO0450
 AO0450.The horizontal coordinates were scaled from a topographic map and have
 AO0450.an estimated accuracy of +/- 6 seconds.
 AO0450
 AO0450.The orthometric height was determined by differential leveling
 AO0450.and adjusted by the National Geodetic Survey in June 1991..
 AO0450
 AO0450.The geoid height was determined by GEOID03.
 AO0450
 AO0450.The dynamic height is computed by dividing the NAVD 88
 AO0450.geopotential number by the normal gravity value computed on the
 AO0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0450.degrees latitude (g = 980.6199 gals.).
 AO0450
 AO0450.The modeled gravity was interpolated from observed gravity values.
 AO0450
 AO0450;                    North         East    Units  Estimated Accuracy
 AO0450;SPC TXSC     - 4,111,780.      516,760.      MT  (+/- 180 meters Scaled)
 AO0450
 AO0450                          SUPERSEDED SURVEY CONTROL
 AO0450
 AO0450  NGVD 29 (??/??/92)  204.412  (m)          670.64   (f) ADJ UNCH    2 0
 AO0450
 AO0450.Superseded values are not recommended for survey control.
 AO0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0450.See file dsdata.txt to determine how the superseded data were derived.
 AO0450
 AO0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS167904(NAD 83)
 AO0450_MARKER: Q = CHISELED SQUARE
 AO0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0450_SP_SET: CULVERT
 AO0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0450
 AO0450  HISTORY     - Date     Condition        Report By
 AO0450  HISTORY     - UNK      MONUMENTED       CGS
 AO0450  HISTORY     - 1934     GOOD             NGS
 AO0450  HISTORY     - 20010507 MARK NOT FOUND   USPSQD
 AO0450
 AO0450                          STATION DESCRIPTION
 AO0450
 AO0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0450'4.6 MI N FROM DEL MONTE.
 AO0450'ON EAST EDGE OF STATE HIGHWAY, IN CENTER OF HEAD
 AO0450'WALL OF CONCRETE CULVERT.  OPPOSITE MILE POST B-157.
 AO0450
 AO0450                          STATION RECOVERY (2001)
 AO0450
 AO0450'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0527 ***********************************************************************
 AE0527  DESIGNATION -  671
 AE0527  PID         -  AE0527
 AE0527  STATE/COUNTY-  TX/HIDALGO
 AE0527  USGS QUAD   -  ALTON (1963)
 AE0527
 AE0527                         *CURRENT SURVEY CONTROL
 AE0527  ___________________________________________________________________
 AE0527* NAD 83(1986)-  26 18 59.     (N)    098 18 51.     (W)     SCALED    
 AE0527* NAVD 88     -        50.841  (meters)     166.80   (feet)  ADJUSTED  
 AE0527  ___________________________________________________________________
 AE0527  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE0527  DYNAMIC HT  -          50.757 (meters)     166.53  (feet)  COMP
 AE0527  MODELED GRAV-     979,002.5   (mgal)                       NAVD 88
 AE0527
 AE0527  VERT ORDER  -  SECOND    CLASS 0
 AE0527
 AE0527.The horizontal coordinates were scaled from a topographic map and have
 AE0527.an estimated accuracy of +/- 6 seconds.
 AE0527
 AE0527.The orthometric height was determined by differential leveling
 AE0527.and adjusted by the National Geodetic Survey in June 1991..
 AE0527
 AE0527.The geoid height was determined by GEOID03.
 AE0527
 AE0527.The dynamic height is computed by dividing the NAVD 88
 AE0527.geopotential number by the normal gravity value computed on the
 AE0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0527.degrees latitude (g = 980.6199 gals.).
 AE0527
 AE0527.The modeled gravity was interpolated from observed gravity values.
 AE0527
 AE0527;                    North         East    Units  Estimated Accuracy
 AE0527;SPC TX S     - 5,072,000.      318,550.      MT  (+/- 180 meters Scaled)
 AE0527
 AE0527                          SUPERSEDED SURVEY CONTROL
 AE0527
 AE0527  NGVD 29 (??/??/92)   50.939  (m)          167.12   (f) ADJ UNCH    2 0
 AE0527
 AE0527.Superseded values are not recommended for survey control.
 AE0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0527.See file dsdata.txt to determine how the superseded data were derived.
 AE0527
 AE0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ684109(NAD 83)
 AE0527_MARKER: DB = BENCH MARK DISK
 AE0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0527_STAMPING: 671
 AE0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0527+STABILITY: SURFACE MOTION
 AE0527
 AE0527  HISTORY     - Date     Condition        Report By
 AE0527  HISTORY     - UNK      MONUMENTED       CGS
 AE0527  HISTORY     - 1942     GOOD             NGS
 AE0527
 AE0527                          STATION DESCRIPTION
 AE0527
 AE0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0527'0.35 MI W FROM OBLATE.
 AE0527'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 107 AND THE SEVEN MILE
 AE0527'ROAD, (7.2 MILES NORTH OF MISSION) PROCEED 0.35 MILE WESTERLY ALONG
 AE0527'THE SEVEN MILE ROAD TO AN IRRIGATION CANAL AND SITE OF BENCH MARK.
 AE0527'BENCH MARK IS 0.1 MILE EAST OF AN IRRIGATION CANAL, BETWEEN THE ROAD
 AE0527'AND AN IRRIGATION CANAL.  IT IS 129.0 FEET WEST OF R.E.A. CO-OP POLE
 AE0527'NO. 7-151, 33.0 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE IRRIGATION
 AE0527'CANAL, 31.7 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0527'CENTERLINE OF THE SEVEN MILE ROAD.  MONUMENT IS 2.4 FEET WEST OF A 4X4
 AE0527'INCH WHITE WOODEN MARKER POST AND PROJECTS ABOUT 0.4 FOOT ABOVE THE
 AE0527'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6476 ***********************************************************************
 AW6476  DESIGNATION -  675 00 405L USE 1948
 AW6476  PID         -  AW6476
 AW6476  STATE/COUNTY-  TX/HARRIS
 AW6476  USGS QUAD   -  PASADENA (1995)
 AW6476
 AW6476                         *CURRENT SURVEY CONTROL
 AW6476  ___________________________________________________________________
 AW6476* NAD 83(1993)-  29 44 02.29411(N)    095 07 42.16681(W)     ADJUSTED  
 AW6476* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6476  ___________________________________________________________________
 AW6476  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6476  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6476
 AW6476  HORZ ORDER  -  THIRD
 AW6476
 AW6476.The horizontal coordinates were established by classical geodetic methods
 AW6476.and adjusted by the National Geodetic Survey in February 1996..
 AW6476
 AW6476.The orthometric height was scaled from a topographic map.
 AW6476
 AW6476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6476
 AW6476.The geoid height was determined by GEOID03.
 AW6476
 AW6476;                    North         East     Units Scale Factor Converg.
 AW6476;SPC TXSC     - 4,216,840.763   974,440.001   MT  0.99988741   +1 53 48.3
 AW6476;SPC TXSC     -13,834,751.74  3,196,975.24   sFT  0.99988741   +1 53 48.3
 AW6476;UTM  15      - 3,291,204.552   294,153.176   MT  1.00012284   -1 03 21.6
 AW6476
 AW6476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6476!SPC TXSC     -   1.00000427  x   0.99988741  =   0.99989168
 AW6476!UTM  15      -   1.00000427  x   1.00012284  =   1.00012711
 AW6476
 AW6476:                Primary Azimuth Mark                     Grid Az
 AW6476:SPC TXSC     -  653 00 405L USE 1948                     070 51 01.4
 AW6476:UTM  15      -  653 00 405L USE 1948                     073 48 11.3
 AW6476
 AW6476|---------------------------------------------------------------------|
 AW6476| PID    Reference Object                     Distance      Geod. Az  |
 AW6476|                                                           dddmmss.s |
 AW6476| AW6311 653 00 405L USE 1948                APPROX. 0.6 KM 0724449.7 |
 AW6476|---------------------------------------------------------------------|
 AW6476
 AW6476                          SUPERSEDED SURVEY CONTROL
 AW6476
 AW6476  NAD 83(1986)-  29 44 02.30936(N)    095 07 42.14791(W) AD(       ) 3
 AW6476  NAD 27      -  29 44 01.48868(N)    095 07 41.39656(W) AD(       ) 3
 AW6476
 AW6476.Superseded values are not recommended for survey control.
 AW6476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6476.See file dsdata.txt to determine how the superseded data were derived.
 AW6476
 AW6476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9415391205(NAD 83)
 AW6476_MARKER: DD = SURVEY DISK
 AW6476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6476+STABILITY: SURFACE MOTION
 AW6476
 AW6476  HISTORY     - Date     Condition        Report By
 AW6476  HISTORY     - 1948     MONUMENTED       USE
 AW6476  HISTORY     - 1955     GOOD             CGS
 AW6476
 AW6476                          STATION DESCRIPTION
 AW6476
 AW6476'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6476'LOCATED 3.9 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG THE
 AW6476'N SIDE OF THE HOUSTON SHIP CHANNEL, ABOUT OPPOSITE THE
 AW6476'SHELL OIL CO. REFINERY.  STATION IS 60 FT. N OF THE BANK, ON
 AW6476'RANGE WITH THE TALL STACK AND LIGHT 73.
 AW6476'
 AW6476'A U.S.E. DISK, STAMPED 675+00 (405) AND SET IN THE TOP OF A
 AW6476'15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6476'
 AW6476'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6476'
 AW6476'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3587 ***********************************************************************
 AW3587  DESIGNATION -  675+00 400 1937
 AW3587  PID         -  AW3587
 AW3587  STATE/COUNTY-  TX/HARRIS
 AW3587  USGS QUAD   -  PASADENA (1995)
 AW3587
 AW3587                         *CURRENT SURVEY CONTROL
 AW3587  ___________________________________________________________________
 AW3587* NAD 83(1986)-  29 44 02.     (N)    095 07 40.     (W)     SCALED    
 AW3587* NAVD 88     -         2.75   (+/-2cm)       9.0    (feet)  VERTCON   
 AW3587  ___________________________________________________________________
 AW3587  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3587
 AW3587  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3587
 AW3587.The horizontal coordinates were scaled from a topographic map and have
 AW3587.an estimated accuracy of +/- 6 seconds.
 AW3587
 AW3587.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3587.The vertical order pertains to the NGVD 29 superseded value.
 AW3587
 AW3587.The geoid height was determined by GEOID03.
 AW3587
 AW3587;                    North         East    Units  Estimated Accuracy
 AW3587;SPC TXSC     - 4,216,830.      974,500.      MT  (+/- 180 meters Scaled)
 AW3587
 AW3587                          SUPERSEDED SURVEY CONTROL
 AW3587
 AW3587  NGVD 29 (??/??/92)    2.749  (m)            9.02   (f) ADJ UNCH    1 2
 AW3587
 AW3587.Superseded values are not recommended for survey control.
 AW3587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3587.See file dsdata.txt to determine how the superseded data were derived.
 AW3587
 AW3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN942911(NAD 83)
 AW3587_MARKER: DD = SURVEY DISK
 AW3587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3587_STAMPING: 675+00 400 1937
 AW3587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3587+STABILITY: SURFACE MOTION
 AW3587
 AW3587  HISTORY     - Date     Condition        Report By
 AW3587  HISTORY     - 1937     MONUMENTED       USE
 AW3587  HISTORY     - 1943     GOOD             NGS
 AW3587  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW3587
 AW3587                          STATION DESCRIPTION
 AW3587
 AW3587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW3587'4.0 MI W FROM LYNCHBURG.
 AW3587'BENCH MARK IS ABOUT 4.0 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM
 AW3587'LYNCHBURG, NORTH-NORTHWEST OF THE SHELL OIL REFINING COMPANY, ABOUT
 AW3587'400.0 FEET NORTH OF THE CENTERLINE OF THE CHANNEL.  IT IS 44.0 FEET
 AW3587'NORTH OF A FENCE, AND AT THE CENTERLINE OF A DIM TRACK ROAD. MONUMENT
 AW3587'PROJECTS 0.2 FOOT.  NOTE-- BENCH MARK IS ACROSS CHANNEL FROM LIGHT
 AW3587'BEACON NO. 15.
 AW3587
 AW3587                          STATION RECOVERY (1953)
 AW3587
 AW3587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW3587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3588 ***********************************************************************
 AW3588  DESIGNATION -  675+00 405
 AW3588  PID         -  AW3588
 AW3588  STATE/COUNTY-  TX/HARRIS
 AW3588  USGS QUAD   -  PASADENA (1995)
 AW3588
 AW3588                         *CURRENT SURVEY CONTROL
 AW3588  ___________________________________________________________________
 AW3588* NAD 83(1986)-  29 44 02.     (N)    095 07 41.     (W)     SCALED    
 AW3588* NAVD 88     -         2.15   (+/-2cm)       7.1    (feet)  VERTCON   
 AW3588  ___________________________________________________________________
 AW3588  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3588
 AW3588  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3588
 AW3588.The horizontal coordinates were scaled from a topographic map and have
 AW3588.an estimated accuracy of +/- 6 seconds.
 AW3588
 AW3588.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3588.The vertical order pertains to the NGVD 29 superseded value.
 AW3588
 AW3588.The geoid height was determined by GEOID03.
 AW3588
 AW3588;                    North         East    Units  Estimated Accuracy
 AW3588;SPC TXSC     - 4,216,830.      974,470.      MT  (+/- 180 meters Scaled)
 AW3588
 AW3588                          SUPERSEDED SURVEY CONTROL
 AW3588
 AW3588  NGVD 29 (??/??/92)    2.144  (m)            7.03   (f) ADJ UNCH    1 2
 AW3588
 AW3588.Superseded values are not recommended for survey control.
 AW3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3588.See file dsdata.txt to determine how the superseded data were derived.
 AW3588
 AW3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN941911(NAD 83)
 AW3588_MARKER: DD = SURVEY DISK
 AW3588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3588_STAMPING: 675+00 405
 AW3588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3588+STABILITY: SURFACE MOTION
 AW3588
 AW3588  HISTORY     - Date     Condition        Report By
 AW3588  HISTORY     - UNK      MONUMENTED       USE
 AW3588  HISTORY     - 1959     GOOD             NGS
 AW3588  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3588
 AW3588                          STATION DESCRIPTION
 AW3588
 AW3588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3588'4.3 MI SW FROM LYNCHBURG.
 AW3588'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3588'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3588'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK, THENCE
 AW3588'ABOUT 2.05 MILES SOUTHWEST ALONG THE NORTHWEST BANK OF THE CHANNEL,
 AW3588'190 FEET SOUTH OF THE TOP OF A DIRT LEVEE, 27 FEET NORTH OF THE HIGH
 AW3588'WATER LINE, 3 1/2 FEET SOUTH OF A 4 4-INCH WOODEN POST PROJECTING 4
 AW3588'FEET, AND IN THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH
 AW3588'THE GROUND.
 AW3588
 AW3588                          STATION RECOVERY (1964)
 AW3588
 AW3588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0452 ***********************************************************************
 AM0452  DESIGNATION -  678
 AM0452  PID         -  AM0452
 AM0452  STATE/COUNTY-  TX/BRAZORIA
 AM0452  USGS QUAD   -  CEDAR LAKES EAST (1974)
 AM0452
 AM0452                         *CURRENT SURVEY CONTROL
 AM0452  ___________________________________________________________________
 AM0452* NAD 83(1993)-  28 52 15.46125(N)    095 26 39.72881(W)     ADJUSTED  
 AM0452* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AM0452  ___________________________________________________________________
 AM0452  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AM0452  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AM0452
 AM0452  HORZ ORDER  -  THIRD
 AM0452
 AM0452.The horizontal coordinates were established by classical geodetic methods
 AM0452.and adjusted by the National Geodetic Survey in February 1996..
 AM0452
 AM0452.The orthometric height was scaled from a topographic map.
 AM0452
 AM0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0452
 AM0452.The geoid height was determined by GEOID03.
 AM0452
 AM0452;                    North         East     Units Scale Factor Converg.
 AM0452;SPC TXSC     - 4,120,270.097   946,796.628   MT  0.99989580   +1 44 31.0
 AM0452;SPC TXSC     -13,517,919.48  3,106,281.94   sFT  0.99989580   +1 44 31.0
 AM0452;UTM  15      - 3,196,145.902   261,584.644   MT  1.00030151   -1 10 50.9
 AM0452
 AM0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0452!SPC TXSC     -   1.00000414  x   0.99989580  =   0.99989994
 AM0452!UTM  15      -   1.00000414  x   1.00030151  =   1.00030565
 AM0452
 AM0452                          SUPERSEDED SURVEY CONTROL
 AM0452
 AM0452  NAD 83(1986)-  28 52 15.47038(N)    095 26 39.70826(W) AD(       ) 3
 AM0452  NAD 27      -  28 52 14.56800(N)    095 26 38.90800(W) AD(       ) 3
 AM0452
 AM0452.Superseded values are not recommended for survey control.
 AM0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0452.See file dsdata.txt to determine how the superseded data were derived.
 AM0452
 AM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM6158596146(NAD 83)
 AM0452_MARKER: B = BOLT
 AM0452_SETTING: 0 = UNSPECIFIED SETTING
 AM0452
 AM0452  HISTORY     - Date     Condition        Report By
 AM0452  HISTORY     - 1934     MONUMENTED       CGS
 AM0452  HISTORY     - 1947     MARK NOT FOUND   CGS
 AM0452  HISTORY     - 1960     MARK NOT FOUND   CGS
 AM0452
 AM0452                          STATION DESCRIPTION
 AM0452
 AM0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0452'STATION IS LOCATED ABOUT 8 MILES SW OF FREEPORT, NEAR E
 AM0452'BANK OF SAN BERNARD RIVER.  IT IS 30 METERS E FROM E BANK
 AM0452'OF SAN BERNARD RIVER.
 AM0452'
 AM0452'STATION IS MARKED BY A 6-INCH TILE WITH A SQUARE BRASS BOLT
 AM0452'CENTER.  NO REFERENCE MARK WAS SET.
 AM0452'
 AM0452'THE FOLLOWING MAGNETIC AZIMUTHS WERE TAKEN FROM THE STATION--STACKS
 AM0452'AT BRYAN MOUND (5 MILES), 40 DEG.  CANAL BRIDGE (0.2 MILE),
 AM0452'217 DEG. AND ABANDONED CLUBHOUSE (50 METERS), 355 DEG.
 AM0452'
 AM0452'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AM0452
 AM0452                          STATION RECOVERY (1947)
 AM0452
 AM0452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0452'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT HAS BEEN
 AM0452'REMOVED BY THE WIDENING OF THE MOUTH OF THE RIVER.
 AM0452'
 AM0452'RECOMMEND STATION BE CLASSIFIED AS LOST.
 AM0452
 AM0452                          STATION RECOVERY (1960)
 AM0452
 AM0452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0452'NOT RECOVERED.  THE AREA AROUND THE STATION SITE IS COVERED
 AM0452'WITH DREDGED SPOIL.  IT IS BELIEVED THE MARK HAS BEEN DESTROYED
 AM0452'BY THE DREDGING ALONG THE RIVER AND WATERWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0452 ***********************************************************************
 AO0452  DESIGNATION -  678.1
 AO0452  PID         -  AO0452
 AO0452  STATE/COUNTY-  TX/ZAVALA
 AO0452  USGS QUAD   -  LA PRYOR SE (1972)
 AO0452
 AO0452                         *CURRENT SURVEY CONTROL
 AO0452  ___________________________________________________________________
 AO0452* NAD 83(1986)-  28 50 56.     (N)    099 51 10.     (W)     SCALED    
 AO0452* NAVD 88     -       206.859  (meters)     678.67   (feet)  ADJUSTED  
 AO0452  ___________________________________________________________________
 AO0452  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 AO0452  DYNAMIC HT  -         206.556 (meters)     677.68  (feet)  COMP
 AO0452  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 AO0452
 AO0452  VERT ORDER  -  SECOND    CLASS 0
 AO0452
 AO0452.The horizontal coordinates were scaled from a topographic map and have
 AO0452.an estimated accuracy of +/- 6 seconds.
 AO0452
 AO0452.The orthometric height was determined by differential leveling
 AO0452.and adjusted by the National Geodetic Survey in June 1991..
 AO0452
 AO0452.The geoid height was determined by GEOID03.
 AO0452
 AO0452.The dynamic height is computed by dividing the NAVD 88
 AO0452.geopotential number by the normal gravity value computed on the
 AO0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0452.degrees latitude (g = 980.6199 gals.).
 AO0452
 AO0452.The modeled gravity was interpolated from observed gravity values.
 AO0452
 AO0452;                    North         East    Units  Estimated Accuracy
 AO0452;SPC TXSC     - 4,112,860.      516,800.      MT  (+/- 180 meters Scaled)
 AO0452
 AO0452                          SUPERSEDED SURVEY CONTROL
 AO0452
 AO0452  NGVD 29 (??/??/92)  206.746  (m)          678.30   (f) ADJ UNCH    2 0
 AO0452
 AO0452.Superseded values are not recommended for survey control.
 AO0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0452.See file dsdata.txt to determine how the superseded data were derived.
 AO0452
 AO0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS168915(NAD 83)
 AO0452_MARKER: Q = CHISELED SQUARE
 AO0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0452_SP_SET: CULVERT
 AO0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0452
 AO0452  HISTORY     - Date     Condition        Report By
 AO0452  HISTORY     - UNK      MONUMENTED       CGS
 AO0452  HISTORY     - 1934     GOOD             NGS
 AO0452  HISTORY     - 20010507 MARK NOT FOUND   USPSQD
 AO0452
 AO0452                          STATION DESCRIPTION
 AO0452
 AO0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0452'5.3 MI N FROM DEL MONTE.
 AO0452'ON E EDGE OF STATE HIGHWAY AND IN CENTER OF HEAD WALL OF CONCRETE
 AO0452'CULVERT.  AT BRIDGE B-157.8.
 AO0452
 AO0452                          STATION RECOVERY (2001)
 AO0452
 AO0452'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3787 ***********************************************************************
 AB3787  SACS        -  This is a Secondary Airport Control Station.
 AB3787  DESIGNATION -  67R C
 AB3787  PID         -  AB3787
 AB3787  STATE/COUNTY-  TX/STARR
 AB3787  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AB3787
 AB3787                         *CURRENT SURVEY CONTROL
 AB3787  ___________________________________________________________________
 AB3787* NAD 83(1993)-  26 25 30.86459(N)    098 50 45.70169(W)     ADJUSTED  
 AB3787* NAVD 88     -        84.79   (meters)     278.2    (feet)  GPS OBS   
 AB3787  ___________________________________________________________________
 AB3787  X           -    -878,938.093 (meters)                     COMP
 AB3787  Y           -  -5,647,581.638 (meters)                     COMP
 AB3787  Z           -   2,821,356.919 (meters)                     COMP
 AB3787  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 AB3787  ELLIP HEIGHT-          61.15  (meters)          (06/26/01) GPS OBS
 AB3787  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AB3787
 AB3787  HORZ ORDER  -  FIRST
 AB3787  ELLP ORDER  -  FOURTH    CLASS I
 AB3787
 AB3787.This mark is at Starr Co (67R) Airport (67R)
 AB3787
 AB3787.The horizontal coordinates were established by GPS observations
 AB3787.and adjusted by the National Geodetic Survey in February 1996..
 AB3787
 AB3787.The orthometric height was determined by GPS observations and a
 AB3787.high-resolution geoid model.
 AB3787
 AB3787.GPS derived orthometric heights for airport stations designated as
 AB3787.PACS or SACS are published to 2 decimal places.  This maintains
 AB3787.centimeter relative accuracy between the PACS and SACS.  It does
 AB3787.not indicate centimeter accuracy relative to other marks which are
 AB3787.part of the NAVD 88 network.
 AB3787
 AB3787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3787
 AB3787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3787
 AB3787.The ellipsoidal height was determined by GPS observations
 AB3787.and is referenced to NAD 83.
 AB3787
 AB3787.The geoid height was determined by GEOID03.
 AB3787
 AB3787;                    North         East     Units Scale Factor Converg.
 AB3787;SPC TX S     - 5,084,092.042   265,484.064   MT  0.99994493   -0 09 25.6
 AB3787;SPC TX S     -16,680,058.64    871,008.97   sFT  0.99994493   -0 09 25.6
 AB3787;UTM  14      - 2,922,787.069   515,353.245   MT  0.99960291   +0 04 06.7
 AB3787
 AB3787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3787!SPC TX S     -   0.99999039  x   0.99994493  =   0.99993532
 AB3787!UTM  14      -   0.99999039  x   0.99960291  =   0.99959331
 AB3787
 AB3787:                Primary Azimuth Mark                     Grid Az
 AB3787:SPC TX S     -  FAA 67R A                                163 25 31.8
 AB3787:UTM  14      -  FAA 67R A                                163 11 59.5
 AB3787
 AB3787|---------------------------------------------------------------------|
 AB3787| PID    Reference Object                     Distance      Geod. Az  |
 AB3787|                                                           dddmmss.s |
 AB3787| AE1664 FAA 67R A                           400.949 METERS 1631606.2 |
 AB3787|---------------------------------------------------------------------|
 AB3787
 AB3787                          SUPERSEDED SURVEY CONTROL
 AB3787
 AB3787  ELLIP H (02/20/96)   61.26   (m)                       GP(       ) 4 1
 AB3787
 AB3787.Superseded values are not recommended for survey control.
 AB3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3787.See file dsdata.txt to determine how the superseded data were derived.
 AB3787
 AB3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1535322787(NAD 83)
 AB3787_MARKER: I = METAL ROD
 AB3787_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3787_STAMPING: 67R C 1995
 AB3787_MARK LOGO: NGS   
 AB3787_PROJECTION: FLUSH
 AB3787_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3787+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3787_ROD/PIPE-DEPTH: 5.1  meters
 AB3787_SLEEVE-DEPTH  : 0.9 meters
 AB3787
 AB3787  HISTORY     - Date     Condition        Report By
 AB3787  HISTORY     - 1995     MONUMENTED       NGS
 AB3787
 AB3787                          STATION DESCRIPTION
 AB3787
 AB3787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3787'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTHWEST OF RIO GRANDE
 AB3787'CITY, AT THE STARR COUNTY AIRPORT, NEAR THE CENTER OF THE AIRPORT,
 AB3787'SOUTH OF THE WINDSOCK CIRCLE EAST OF THE RUNWAY.  OWNERSHIP--STARR
 AB3787'COUNTY, COUNTY COURT HOUSE, RIO GRANDE CITY, TX 78582.  PHONE 512 487
 AB3787'2307.  TOMAS ARRENDONDO MANAGER, PHONE 512 487 2307.  AIRPORT PHONE
 AB3787'512 487 2310.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AB3787'83 AND COUNTY ROAD 3167.  ABOUT 5.2 KM (3.25 MI) WEST OF RIO GRANDE
 AB3787'CITY, GO NORTH ON COUNTY ROAD 3167 FOR 6.4 KM (3.95 MI) TO THE AIRPORT
 AB3787'ENTRANCE ROAD ON THE RIGHT, TURN , NORTHEAST, GO 0.09 KM (0.05 MI)
 AB3787'ALONG THE ENTRANCE ROAD TO THE OFFICE, CONTINUE AHEAD 0.15 KM (0.10
 AB3787'MI) ACROSS THE APRON,ALONG THE NORTH TAXI, AND ACROSS THE RUNWAY
 AB3787'TOWARD THE SOUTHSIDE OF THE WINDSOCK CIRCLE AND THE STATION ON THE
 AB3787'LEFT.  39.7 M (130.2 FT) EAST OF THE RUNWAY CENTERLINE, 22.4 M (73.5
 AB3787'FT) SOUTH OF THE WINDSOCK, 21.0 M (68.9 FT) WEST OF A FENCE, 0.8 M
 AB3787'(2.6 FT) NORTH OF A WITNESS POST, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 AB3787'THE RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AB3787'CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3589 ***********************************************************************
 AW3589  DESIGNATION -  680+00 405
 AW3589  PID         -  AW3589
 AW3589  STATE/COUNTY-  TX/HARRIS
 AW3589  USGS QUAD   -  PASADENA (1995)
 AW3589
 AW3589                         *CURRENT SURVEY CONTROL
 AW3589  ___________________________________________________________________
 AW3589* NAD 83(1986)-  29 44 06.     (N)    095 07 44.     (W)     SCALED    
 AW3589* NAVD 88     -         2.15   (+/-2cm)       7.1    (feet)  VERTCON   
 AW3589  ___________________________________________________________________
 AW3589  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3589
 AW3589  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3589
 AW3589.The horizontal coordinates were scaled from a topographic map and have
 AW3589.an estimated accuracy of +/- 6 seconds.
 AW3589
 AW3589.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3589.The vertical order pertains to the NGVD 29 superseded value.
 AW3589
 AW3589.The geoid height was determined by GEOID03.
 AW3589
 AW3589;                    North         East    Units  Estimated Accuracy
 AW3589;SPC TXSC     - 4,216,950.      974,390.      MT  (+/- 180 meters Scaled)
 AW3589
 AW3589                          SUPERSEDED SURVEY CONTROL
 AW3589
 AW3589  NGVD 29 (??/??/92)    2.142  (m)            7.03   (f) ADJ UNCH    1 2
 AW3589
 AW3589.Superseded values are not recommended for survey control.
 AW3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3589.See file dsdata.txt to determine how the superseded data were derived.
 AW3589
 AW3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN941913(NAD 83)
 AW3589_MARKER: DD = SURVEY DISK
 AW3589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3589_STAMPING: 680+00 405
 AW3589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3589+STABILITY: SURFACE MOTION
 AW3589
 AW3589  HISTORY     - Date     Condition        Report By
 AW3589  HISTORY     - UNK      MONUMENTED       USE
 AW3589  HISTORY     - 1959     GOOD             NGS
 AW3589  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3589
 AW3589                          STATION DESCRIPTION
 AW3589
 AW3589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3589'4.4 MI SW FROM LYNCHBURG.
 AW3589'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3589'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3589'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK, THENCE
 AW3589'ABOUT 2.15 MILES SOUTHWEST ALONG THE NORTHWEST BANK OF THE SHIP
 AW3589'CHANNEL, 130 FEET SOUTH OF THE TOP OF A DIRT LEVEE, 27 FEET NORTH OF
 AW3589'THE HIGH WATER LINE, 3 1/2 FEET SOUTH OF A 4 X 4-INCH WOODEN POST
 AW3589'PROJECTING 6 1/2 FEET, AND IN THE TOP OF A CONCRETE POST, POURED IN
 AW3589'PLACE, FLUSH WITH THE GROUND.
 AW3589
 AW3589                          STATION RECOVERY (1964)
 AW3589
 AW3589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0751 ***********************************************************************
 AY0751  DESIGNATION -  681 PIPE
 AY0751  PID         -  AY0751
 AY0751  STATE/COUNTY-  TX/BEXAR
 AY0751  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0751
 AY0751                         *CURRENT SURVEY CONTROL
 AY0751  ___________________________________________________________________
 AY0751* NAD 83(1986)-  29 23 19.     (N)    098 32 51.     (W)     SCALED    
 AY0751* NAVD 88     -       205.537  (meters)     674.33   (feet)  POSTED    
 AY0751  ___________________________________________________________________
 AY0751  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AY0751  DYNAMIC HT  -         205.240 (meters)     673.36  (feet)  COMP
 AY0751  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AY0751
 AY0751  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0751
 AY0751.The horizontal coordinates were scaled from a topographic map and have
 AY0751.an estimated accuracy of +/- 6 seconds.
 AY0751
 AY0751.The orthometric height was determined by differential leveling
 AY0751.and adjusted by the National Geodetic Survey in 1992..
 AY0751.No vertical observational check was made to the station.
 AY0751.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0751.was located on a no-check spur therefore a value was not computed.
 AY0751
 AY0751.The geoid height was determined by GEOID03.
 AY0751
 AY0751.The dynamic height is computed by dividing the NAVD 88
 AY0751.geopotential number by the normal gravity value computed on the
 AY0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0751.degrees latitude (g = 980.6199 gals.).
 AY0751
 AY0751.The modeled gravity was interpolated from observed gravity values.
 AY0751
 AY0751;                    North         East    Units  Estimated Accuracy
 AY0751;SPC TXSC     - 4,172,450.      643,920.      MT  (+/- 180 meters Scaled)
 AY0751
 AY0751                          SUPERSEDED SURVEY CONTROL
 AY0751
 AY0751  NGVD 29 (??/??/92)  205.429  (m)          673.98   (f) ADJ UNCH    1 2
 AY0751
 AY0751.Superseded values are not recommended for survey control.
 AY0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0751.See file dsdata.txt to determine how the superseded data were derived.
 AY0751
 AY0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT439511(NAD 83)
 AY0751_MARKER: Z = SEE DESCRIPTION
 AY0751_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0751_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0751
 AY0751  HISTORY     - Date     Condition        Report By
 AY0751  HISTORY     - UNK      MONUMENTED       USGS
 AY0751  HISTORY     - 1946     GOOD             NGS
 AY0751  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0751
 AY0751                          STATION DESCRIPTION
 AY0751
 AY0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0751'IN SAN ANTONIO.
 AY0751'AT SAN ANTONIO, AT THE ABANDONED CROSSING OF THE TEXAS AND NEW ORLEANS
 AY0751'RAILWAY AND THE OLD FRIO CITY ROAD, 36.0 FEET SOUTHEAST OF THE
 AY0751'SOUTHEAST RAIL OF THE EAST-BOUND TRACK MEASURED FROM A POINT 2 1/2
 AY0751'RAILS NORTHEAST OF THE CENTER OF THE ABANDONED CROSSING OF THE OLD
 AY0751'FRIO CITY ROAD AND 7 1/2 RAILS NORTHEAST OF THE NORTHEAST EDGE OF THE
 AY0751'NEW FRIO CITY ROAD UNDERPASS, 3.5 FEET SOUTHEAST OF THE LINE OF THE
 AY0751'TELEGRAPH POLES, 9.4 FEET WEST OF THE FIRST POWER POLE SOUTHEAST OF
 AY0751'THE RAILWAY, 5.2 FEET SOUTH OF A TELEGRAPH POLE, 29.3 FEET NORTH OF
 AY0751'THE CENTERLINE OF THE ABANDONED FRIO CITY ROAD AND THE EXTENSION TO
 AY0751'WEST OF THE CENTERLINE OF A NEW PAVED ROAD WHICH MAKES A TURN AT THIS
 AY0751'POINT TO FOLLOW RAILWAY, AN X CUT ON THE SOUTHEAST EDGE OF THE RIM OF
 AY0751'A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE GROUND. NOTE--
 AY0751'THE PIPE WAS FORMERLY CAPPED BY U.S. GEOLOGICAL SURVEY BENCH MARK 681.
 AY0751'THE CAP HAS BEEN REMOVED LEAVING THE PIPE AND THE RIVETS WHICH HELD
 AY0751'IT.  THE PRESENT X CUT BY U. S. C. AND G. SURVEY PARTY SHOULD BE
 AY0751'APPROXIAMTELY 10 MILIMETERS LOWER.
 AY0751
 AY0751                          STATION RECOVERY (1999)
 AY0751
 AY0751'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3592 ***********************************************************************
 AW3592  DESIGNATION -  685+00 405
 AW3592  PID         -  AW3592
 AW3592  STATE/COUNTY-  TX/HARRIS
 AW3592  USGS QUAD   -  PASADENA (1995)
 AW3592
 AW3592                         *CURRENT SURVEY CONTROL
 AW3592  ___________________________________________________________________
 AW3592* NAD 83(1986)-  29 44 07.     (N)    095 07 49.     (W)     SCALED    
 AW3592* NAVD 88     -         1.93   (+/-2cm)       6.3    (feet)  VERTCON   
 AW3592  ___________________________________________________________________
 AW3592  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3592
 AW3592  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3592
 AW3592.The horizontal coordinates were scaled from a topographic map and have
 AW3592.an estimated accuracy of +/- 6 seconds.
 AW3592
 AW3592.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3592.The vertical order pertains to the NGVD 29 superseded value.
 AW3592
 AW3592.The geoid height was determined by GEOID03.
 AW3592
 AW3592;                    North         East    Units  Estimated Accuracy
 AW3592;SPC TXSC     - 4,216,980.      974,250.      MT  (+/- 180 meters Scaled)
 AW3592
 AW3592                          SUPERSEDED SURVEY CONTROL
 AW3592
 AW3592  NGVD 29 (??/??/92)    1.930  (m)            6.33   (f) ADJ UNCH    1 2
 AW3592
 AW3592.Superseded values are not recommended for survey control.
 AW3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3592.See file dsdata.txt to determine how the superseded data were derived.
 AW3592
 AW3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN939913(NAD 83)
 AW3592_MARKER: DD = SURVEY DISK
 AW3592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3592_STAMPING: 685+00 405
 AW3592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3592+STABILITY: SURFACE MOTION
 AW3592
 AW3592  HISTORY     - Date     Condition        Report By
 AW3592  HISTORY     - UNK      MONUMENTED       USE
 AW3592  HISTORY     - 1959     GOOD             NGS
 AW3592  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3592
 AW3592                          STATION DESCRIPTION
 AW3592
 AW3592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3592'4.5 MI SW FROM LYNCHBURG.
 AW3592'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3592'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3592'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK, THENCE
 AW3592'ABOUT 2.25 MILES SOUTHWEST ALONG THE NORTHWEST BANK OF THE CHANNEL,
 AW3592'114 FEET SOUTH OF THE TOP OF A DIRT LEVEE, 33 FEET NORTH-NORTHWEST OF
 AW3592'THE HIGH WATER LINE, 3 1/2 FEET SOUTHEAST OF A 4 X 4-INCH WOODEN POST
 AW3592'PROJECTING 6 1/2 FEET, AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW3592'THE GROUND.  NOTE-- BELIEVED DESTROYED BY EROSION.
 AW3592
 AW3592                          STATION RECOVERY (1964)
 AW3592
 AW3592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3591 ***********************************************************************
 AW3591  DESIGNATION -  685+00 450 60
 AW3591  PID         -  AW3591
 AW3591  STATE/COUNTY-  TX/HARRIS
 AW3591  USGS QUAD   -  PASADENA (1995)
 AW3591
 AW3591                         *CURRENT SURVEY CONTROL
 AW3591  ___________________________________________________________________
 AW3591* NAD 83(1986)-  29 44 09.     (N)    095 08 00.     (W)     SCALED    
 AW3591* NAVD 88     -         4.05   (+/-2cm)      13.3    (feet)  VERTCON   
 AW3591  ___________________________________________________________________
 AW3591  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3591
 AW3591  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3591
 AW3591.The horizontal coordinates were scaled from a topographic map and have
 AW3591.an estimated accuracy of +/- 6 seconds.
 AW3591
 AW3591.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3591.The vertical order pertains to the NGVD 29 superseded value.
 AW3591
 AW3591.The geoid height was determined by GEOID03.
 AW3591
 AW3591;                    North         East    Units  Estimated Accuracy
 AW3591;SPC TXSC     - 4,217,030.      973,950.      MT  (+/- 180 meters Scaled)
 AW3591
 AW3591                          SUPERSEDED SURVEY CONTROL
 AW3591
 AW3591  NGVD 29 (??/??/92)    4.052  (m)           13.29   (f) ADJ UNCH    1 2
 AW3591
 AW3591.Superseded values are not recommended for survey control.
 AW3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3591.See file dsdata.txt to determine how the superseded data were derived.
 AW3591
 AW3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN936914(NAD 83)
 AW3591_MARKER: DD = SURVEY DISK
 AW3591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3591_STAMPING: 685+00 450 60
 AW3591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3591+STABILITY: SURFACE MOTION
 AW3591
 AW3591  HISTORY     - Date     Condition        Report By
 AW3591  HISTORY     - UNK      MONUMENTED       USE
 AW3591  HISTORY     - 1964     GOOD             NGS
 AW3591
 AW3591                          STATION DESCRIPTION
 AW3591
 AW3591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3591'6.2 MI SW FROM CHANNELVIEW.
 AW3591'ABOUT 2.6 MILES WEST ALONG MARKET STREET FROM THE POST OFFICE AT
 AW3591'CHANNELVIEW, THENCE 1.75 MILES SOUTH ALONG THE PENN CITY ROAD, THENCE
 AW3591'0.25 MILE SOUTH THROUGH A SHIPYARD, THENCE 1.6 MILES EAST ALONG THE
 AW3591'NORTH BANK OF THE HOUSTON SHIP CHANNEL, 130 FEET NORTH OF THE HIGH
 AW3591'WATER LINE OF THE CHANNEL, 175 FEET SOUTH OF A 12-INCH HACKBERRY TREE
 AW3591'IN A SMALL GROVE OF TREES, 126 FEET NORTHEAST OF THE NORTHEAST LEG OF
 AW3591'A BEACON TOWER, ABOUT FLUSH WITH THE GROUND, AND SET IN THE TOP OF A
 AW3591'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0454 ***********************************************************************
 AO0454  DESIGNATION -  685.2
 AO0454  PID         -  AO0454
 AO0454  STATE/COUNTY-  TX/ZAVALA
 AO0454  USGS QUAD   -  LA PRYOR (1972)
 AO0454
 AO0454                         *CURRENT SURVEY CONTROL
 AO0454  ___________________________________________________________________
 AO0454* NAD 83(1986)-  28 52 44.     (N)    099 51 07.     (W)     SCALED    
 AO0454* NAVD 88     -       208.978  (meters)     685.62   (feet)  ADJUSTED  
 AO0454  ___________________________________________________________________
 AO0454  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AO0454  DYNAMIC HT  -         208.672 (meters)     684.62  (feet)  COMP
 AO0454  MODELED GRAV-     979,175.0   (mgal)                       NAVD 88
 AO0454
 AO0454  VERT ORDER  -  SECOND    CLASS 0
 AO0454
 AO0454.The horizontal coordinates were scaled from a topographic map and have
 AO0454.an estimated accuracy of +/- 6 seconds.
 AO0454
 AO0454.The orthometric height was determined by differential leveling
 AO0454.and adjusted by the National Geodetic Survey in June 1991..
 AO0454
 AO0454.The geoid height was determined by GEOID03.
 AO0454
 AO0454.The dynamic height is computed by dividing the NAVD 88
 AO0454.geopotential number by the normal gravity value computed on the
 AO0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0454.degrees latitude (g = 980.6199 gals.).
 AO0454
 AO0454.The modeled gravity was interpolated from observed gravity values.
 AO0454
 AO0454;                    North         East    Units  Estimated Accuracy
 AO0454;SPC TXSC     - 4,116,180.      516,900.      MT  (+/- 180 meters Scaled)
 AO0454
 AO0454                          SUPERSEDED SURVEY CONTROL
 AO0454
 AO0454  NGVD 29 (??/??/92)  208.863  (m)          685.24   (f) ADJ UNCH    2 0
 AO0454
 AO0454.Superseded values are not recommended for survey control.
 AO0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0454.See file dsdata.txt to determine how the superseded data were derived.
 AO0454
 AO0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS169948(NAD 83)
 AO0454_MARKER: Q = CHISELED SQUARE
 AO0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0454_SP_SET: CULVERT
 AO0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0454
 AO0454  HISTORY     - Date     Condition        Report By
 AO0454  HISTORY     - UNK      MONUMENTED       CGS
 AO0454  HISTORY     - 1934     GOOD             NGS
 AO0454  HISTORY     - 20010507 MARK NOT FOUND   USPSQD
 AO0454
 AO0454                          STATION DESCRIPTION
 AO0454
 AO0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0454'4.4 MI S FROM LA PRYOR.
 AO0454'ON E EDGE OF STATE HIGHWAY.  2900 FT. S OF RANCH
 AO0454'ROAD E THROUGH GATE.  ON SW CORNER OF EAST WALL OF CONCRETE CULVERT.
 AO0454'OPPOSITE BRIDGE B-159.8.
 AO0454
 AO0454                          STATION RECOVERY (2001)
 AO0454
 AO0454'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1831 ***********************************************************************
 BY1831  DESIGNATION -  688
 BY1831  PID         -  BY1831
 BY1831  STATE/COUNTY-  TX/HOUSTON
 BY1831  USGS QUAD   -  HALLS BLUFF (1972)
 BY1831
 BY1831                         *CURRENT SURVEY CONTROL
 BY1831  ___________________________________________________________________
 BY1831* NAD 83(1986)-  31 20 09.     (N)    095 39 25.     (W)     SCALED    
 BY1831* NAVD 88     -        56.92   (+/-2cm)     186.7    (feet)  VERTCON   
 BY1831  ___________________________________________________________________
 BY1831  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BY1831
 BY1831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1831
 BY1831.The horizontal coordinates were scaled from a topographic map and have
 BY1831.an estimated accuracy of +/- 6 seconds.
 BY1831
 BY1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1831.The vertical order pertains to the NGVD 29 superseded value.
 BY1831
 BY1831.The geoid height was determined by GEOID03.
 BY1831
 BY1831;                    North         East    Units  Estimated Accuracy
 BY1831;SPC TX C     - 3,194,390.    1,144,870.      MT  (+/- 180 meters Scaled)
 BY1831
 BY1831                          SUPERSEDED SURVEY CONTROL
 BY1831
 BY1831  NGVD 29 (??/??/92)   56.914  (m)          186.73   (f) ADJ UNCH    2 0
 BY1831
 BY1831.Superseded values are not recommended for survey control.
 BY1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1831.See file dsdata.txt to determine how the superseded data were derived.
 BY1831
 BY1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ472698(NAD 83)
 BY1831_MARKER: DD = SURVEY DISK
 BY1831_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY1831_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY1831_STAMPING: 688
 BY1831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1831
 BY1831  HISTORY     - Date     Condition        Report By
 BY1831  HISTORY     - UNK      MONUMENTED       DOD
 BY1831  HISTORY     - 1947     GOOD             NGS
 BY1831
 BY1831                          STATION DESCRIPTION
 BY1831
 BY1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1831'13.8 MI W FROM CROCKETT.
 BY1831'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 13.8 MILES ALONG
 BY1831'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS ABOUT 78 YARDS EAST
 BY1831'OF THE EAST END OF THE BRIDGE OVER THE TRINITY RIVER, 71.0 FEET
 BY1831'NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 69.7
 BY1831'FEET NORTHWEST OF A FENCE CORNER, 28.3 FEET SOUTHWEST OF A FENCE AND
 BY1831'1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE CAP FASTENED ON
 BY1831'THE END OF AN IRON PIPE SET IN CONCRETE AND PROJECTING ABOUT 3 INCHES
 BY1831'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3593 ***********************************************************************
 AW3593  DESIGNATION -  689+32.01 PT 1937
 AW3593  PID         -  AW3593
 AW3593  STATE/COUNTY-  TX/HARRIS
 AW3593  USGS QUAD   -  PASADENA (1995)
 AW3593
 AW3593                         *CURRENT SURVEY CONTROL
 AW3593  ___________________________________________________________________
 AW3593* NAD 83(1986)-  29 44 07.     (N)    095 07 50.     (W)     SCALED    
 AW3593* NAVD 88     -         3.34   (+/-2cm)      11.0    (feet)  VERTCON   
 AW3593  ___________________________________________________________________
 AW3593  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3593
 AW3593  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3593
 AW3593.The horizontal coordinates were scaled from a topographic map and have
 AW3593.an estimated accuracy of +/- 6 seconds.
 AW3593
 AW3593.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3593.The vertical order pertains to the NGVD 29 superseded value.
 AW3593
 AW3593.The geoid height was determined by GEOID03.
 AW3593
 AW3593;                    North         East    Units  Estimated Accuracy
 AW3593;SPC TXSC     - 4,216,980.      974,230.      MT  (+/- 180 meters Scaled)
 AW3593
 AW3593                          SUPERSEDED SURVEY CONTROL
 AW3593
 AW3593  NGVD 29 (??/??/92)    3.337  (m)           10.95   (f) ADJ UNCH    1 2
 AW3593
 AW3593.Superseded values are not recommended for survey control.
 AW3593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3593.See file dsdata.txt to determine how the superseded data were derived.
 AW3593
 AW3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN939913(NAD 83)
 AW3593_MARKER: DD = SURVEY DISK
 AW3593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3593_STAMPING: 689+32.01 PT 1937
 AW3593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3593+STABILITY: SURFACE MOTION
 AW3593
 AW3593  HISTORY     - Date     Condition        Report By
 AW3593  HISTORY     - 1937     MONUMENTED       USE
 AW3593  HISTORY     - 1959     GOOD             NGS
 AW3593  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3593
 AW3593                          STATION DESCRIPTION
 AW3593
 AW3593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3593'4.75 MI SW FROM LYNCHBURG.
 AW3593'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3593'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3593'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK, THENCE
 AW3593'ABOUT 2.5 MILES SOUTHWEST ALONG THE NORTHWEST BANK OF THE SHIP
 AW3593'CHANNEL, 39 FEET NORTHWEST OF THE HIGH WATER LINE, 2 1/2 FEET SOUTH OF
 AW3593'A 4 X 4-INCH WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 AW3593'PROJECTING 3 INCHES.
 AW3593
 AW3593                          STATION RECOVERY (1964)
 AW3593
 AW3593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1474 ***********************************************************************
 BL1474  DESIGNATION -  69
 BL1474  PID         -  BL1474
 BL1474  STATE/COUNTY-  TX/MONTGOMERY
 BL1474  USGS QUAD   -  COWL SPUR (1976)
 BL1474
 BL1474                         *CURRENT SURVEY CONTROL
 BL1474  ___________________________________________________________________
 BL1474* NAD 83(1986)-  30 18 49.     (N)    095 30 31.     (W)     SCALED    
 BL1474* NAVD 88     -        45.41   (+/-2cm)     149.0    (feet)  VERTCON   
 BL1474  ___________________________________________________________________
 BL1474  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1474
 BL1474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1474
 BL1474.The horizontal coordinates were scaled from a topographic map and have
 BL1474.an estimated accuracy of +/- 6 seconds.
 BL1474
 BL1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1474.The vertical order pertains to the NGVD 29 superseded value.
 BL1474
 BL1474.The geoid height was determined by GEOID03.
 BL1474
 BL1474;                    North         East    Units  Estimated Accuracy
 BL1474;SPC TX C     - 3,081,780.    1,163,880.      MT  (+/- 180 meters Scaled)
 BL1474
 BL1474                          SUPERSEDED SURVEY CONTROL
 BL1474
 BL1474  NGVD 29 (??/??/92)   45.418  (m)          149.01   (f) ADJ UNCH    2 0
 BL1474
 BL1474.Superseded values are not recommended for survey control.
 BL1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1474.See file dsdata.txt to determine how the superseded data were derived.
 BL1474
 BL1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP587562(NAD 83)
 BL1474_MARKER: Z = SEE DESCRIPTION
 BL1474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1474_SP_SET: RAIL
 BL1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1474
 BL1474  HISTORY     - Date     Condition        Report By
 BL1474  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL1474  HISTORY     - 1954     MARK NOT FOUND   NGS
 BL1474
 BL1474                          STATION DESCRIPTION
 BL1474
 BL1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1474'3.1 MI W FROM CONROE.
 BL1474'3.1 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL1474'STATION AT CONROE, NEAR MILEPOST 69, AND NEAR THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0102 ***********************************************************************
 GK0102  DESIGNATION -  69
 GK0102  PID         -  GK0102
 GK0102  STATE/COUNTY-  TX/OCHILTREE
 GK0102  USGS QUAD   -  FARNSWORTH (1973)
 GK0102
 GK0102                         *CURRENT SURVEY CONTROL
 GK0102  ___________________________________________________________________
 GK0102* NAD 83(1986)-  36 19 07.     (N)    100 58 26.     (W)     SCALED    
 GK0102* NAVD 88     -       911.793  (meters)    2991.44   (feet)  ADJUSTED  
 GK0102  ___________________________________________________________________
 GK0102  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GK0102  DYNAMIC HT  -         910.828 (meters)    2988.27  (feet)  COMP
 GK0102  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 GK0102
 GK0102  VERT ORDER  -  SECOND    CLASS 0
 GK0102
 GK0102.The horizontal coordinates were scaled from a topographic map and have
 GK0102.an estimated accuracy of +/- 6 seconds.
 GK0102
 GK0102.The orthometric height was determined by differential leveling
 GK0102.and adjusted by the National Geodetic Survey in June 1991..
 GK0102.WARNING-Repeat measurements at this control monument indicate possible
 GK0102.vertical movement.
 GK0102
 GK0102.The geoid height was determined by GEOID03.
 GK0102
 GK0102.The dynamic height is computed by dividing the NAVD 88
 GK0102.geopotential number by the normal gravity value computed on the
 GK0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0102.degrees latitude (g = 980.6199 gals.).
 GK0102
 GK0102.The modeled gravity was interpolated from observed gravity values.
 GK0102
 GK0102;                    North         East    Units  Estimated Accuracy
 GK0102;SPC TX N     - 1,257,360.      247,250.      MT  (+/- 180 meters Scaled)
 GK0102
 GK0102                          SUPERSEDED SURVEY CONTROL
 GK0102
 GK0102  NGVD 29 (??/??/92)  911.369  (m)         2990.05   (f) ADJ UNCH    2 0
 GK0102
 GK0102.Superseded values are not recommended for survey control.
 GK0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0102.See file dsdata.txt to determine how the superseded data were derived.
 GK0102
 GK0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF228210(NAD 83)
 GK0102_MARKER: DR = REFERENCE MARK DISK
 GK0102_SETTING: 0 = UNSPECIFIED SETTING
 GK0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0102
 GK0102  HISTORY     - Date     Condition        Report By
 GK0102  HISTORY     - UNK      MONUMENTED
 GK0102  HISTORY     - 1943     GOOD             NGS
 GK0102  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0102
 GK0102                          STATION DESCRIPTION
 GK0102
 GK0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0102'0.3 MI SW FROM FARNSWORTH.
 GK0102'ABOUT 0.3 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 GK0102'THE STATION AT FARNSWORTH, OCHILTREE COUNTY, 92.0 FEET NORTH OF
 GK0102'MILEPOST 69, 94.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.0 FEET
 GK0102'SOUTHEAST OF A FENCE RUNNING SOUTHWEST-NORTHEAST, 2.0 FEET SOUTH OF A
 GK0102'WHITE REFERENCE POST.
 GK0102
 GK0102                          STATION RECOVERY (1973)
 GK0102
 GK0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1324 ***********************************************************************
 DM1324  DESIGNATION -  69 WWF USGS 1951
 DM1324  PID         -  DM1324
 DM1324  STATE/COUNTY-  TX/RED RIVER
 DM1324  USGS QUAD   -  KIOMATIA (1951)
 DM1324
 DM1324                         *CURRENT SURVEY CONTROL
 DM1324  ___________________________________________________________________
 DM1324* NAD 83(1993)-  33 54 15.97298(N)    095 08 50.37960(W)     ADJUSTED  
 DM1324* NAVD 88     -       117.48   (+/-2cm)     385.4    (feet)  VERTCON   
 DM1324  ___________________________________________________________________
 DM1324  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DM1324  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DM1324
 DM1324  HORZ ORDER  -  SECOND
 DM1324  VERT ORDER  -  THIRD ? (See Below)
 DM1324
 DM1324.The horizontal coordinates were established by classical geodetic methods
 DM1324.and adjusted by the National Geodetic Survey in February 1996..
 DM1324
 DM1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1324.The vertical order pertains to the NGVD 29 superseded value.
 DM1324
 DM1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1324
 DM1324.The geoid height was determined by GEOID03.
 DM1324
 DM1324;                    North         East     Units Scale Factor Converg.
 DM1324;SPC TXNC     - 2,253,104.464   910,024.502   MT  0.99998324   +1 49 42.7
 DM1324;SPC TXNC     - 7,392,060.23  2,985,638.72   sFT  0.99998324   +1 49 42.7
 DM1324;UTM  15      - 3,753,636.100   301,459.463   MT  1.00008595   -1 11 53.5
 DM1324
 DM1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1324!SPC TXNC     -   0.99998596  x   0.99998324  =   0.99996920
 DM1324!UTM  15      -   0.99998596  x   1.00008595  =   1.00007191
 DM1324
 DM1324                          SUPERSEDED SURVEY CONTROL
 DM1324
 DM1324  NAD 83(1993)-  33 54 15.97307(N)    095 08 50.37974(W) AD(       ) 2
 DM1324  NAD 83(1986)-  33 54 15.97957(N)    095 08 50.36839(W) AD(       ) 2
 DM1324  NAD 27      -  33 54 15.60000(N)    095 08 49.55400(W) AD(       ) 2
 DM1324  NGVD 29 (07/19/86)  117.46   (m)          385.4    (f) LEVELING    3  
 DM1324
 DM1324.Superseded values are not recommended for survey control.
 DM1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1324.See file dsdata.txt to determine how the superseded data were derived.
 DM1324
 DM1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0145953636(NAD 83)
 DM1324_MARKER: DB = BENCH MARK DISK
 DM1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1324_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1324+STABILITY: SURFACE MOTION
 DM1324
 DM1324  HISTORY     - Date     Condition        Report By
 DM1324  HISTORY     - 1951     MONUMENTED       CGS
 DM1324
 DM1324                          STATION DESCRIPTION
 DM1324
 DM1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1324'THE STATION IS LOCATED ABOUT 4 MILES NORTH NORTHEAST OF THE
 DM1324'SMALL VILLAGE OF MANCHESTER AND 2 MILES SOUTH OF THE SMALL
 DM1324'VILLAGE OF DAVENPORT ON THE RIGHT-OF-WAY OF A DIRT ROAD.  IT
 DM1324'IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN THE TOP OF A
 DM1324'4 X 4 CONCRETE POST.  IT IS 63 FEET SOUTH OF A SOUTH GATE POST,
 DM1324'22 FEET WEST OF THE CENTERLINE OF A DIRT ROAD AND 1.5 FEET EAST
 DM1324'OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 DM1324'AND THE DISK IS STAMPED 69 WWF 1949.
 DM1324'
 DM1324'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BAGWELL, GO
 DM1324'NORTH 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT (WEST) AND GO
 DM1324'0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT (NORTH) AND
 DM1324'FOLLOW MAIN TRAVELED ROAD FOR 12.2 MILES TO A T-INTERSECTION.
 DM1324'TURN RIGHT (EAST) AND GO 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 DM1324'LEFT (NORTH) AND GO 0.4 MILES TO A T-INTERSECTION AND GEERS
 DM1324'STORE ON RIGHT.  TURN RIGHT AND GO EAST AND NORTH FOR 0.8 MILE
 DM1324'TO A FORKS.  TAKE RIGHT FORK AND GO 0.8 MILE TO A FORKS.
 DM1324'TAKE LEFT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 1.75
 DM1324'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW MAIN
 DM1324'TRAVELED ROAD FOR 2.04 MILE TO STATION ON LEFT AS
 DM1324'DESCRIBED.
 DM1324'
 DM1324'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1324'DAVENPORT TO 69 WWF (USGS) AND THE DISTANCE IS 114.071 METERS
 DM1324'OR 374.25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3594 ***********************************************************************
 AW3594  DESIGNATION -  690+00 400
 AW3594  PID         -  AW3594
 AW3594  STATE/COUNTY-  TX/HARRIS
 AW3594  USGS QUAD   -  PASADENA (1995)
 AW3594
 AW3594                         *CURRENT SURVEY CONTROL
 AW3594  ___________________________________________________________________
 AW3594* NAD 83(1986)-  29 44 08.     (N)    095 07 55.     (W)     SCALED    
 AW3594* NAVD 88     -         1.37   (+/-2cm)       4.5    (feet)  VERTCON   
 AW3594  ___________________________________________________________________
 AW3594  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3594
 AW3594  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3594
 AW3594.The horizontal coordinates were scaled from a topographic map and have
 AW3594.an estimated accuracy of +/- 6 seconds.
 AW3594
 AW3594.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3594.The vertical order pertains to the NGVD 29 superseded value.
 AW3594
 AW3594.The geoid height was determined by GEOID03.
 AW3594
 AW3594;                    North         East    Units  Estimated Accuracy
 AW3594;SPC TXSC     - 4,217,010.      974,090.      MT  (+/- 180 meters Scaled)
 AW3594
 AW3594                          SUPERSEDED SURVEY CONTROL
 AW3594
 AW3594  NGVD 29 (??/??/92)    1.369  (m)            4.49   (f) ADJ UNCH    1 2
 AW3594
 AW3594.Superseded values are not recommended for survey control.
 AW3594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3594.See file dsdata.txt to determine how the superseded data were derived.
 AW3594
 AW3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN938913(NAD 83)
 AW3594_MARKER: DD = SURVEY DISK
 AW3594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3594_STAMPING: 690+00 400
 AW3594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3594+STABILITY: SURFACE MOTION
 AW3594
 AW3594  HISTORY     - Date     Condition        Report By
 AW3594  HISTORY     - UNK      MONUMENTED       USE
 AW3594  HISTORY     - 1959     GOOD             NGS
 AW3594  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3594
 AW3594                          STATION DESCRIPTION
 AW3594
 AW3594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3594'4.8 MI SW FROM LYNCHBURG.
 AW3594'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3594'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3594'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK, THENCE
 AW3594'ABOUT 2.55 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL, 85 FEET
 AW3594'SOUTH OF THE TOP OF A DIRT LEVEE, 50 FEET EAST OF BENCH MARK G 875
 AW3594'1943, 54 FEET NORTH OF THE HIGH WATER LINE, 3 1/2 FEET FROM A 6 X
 AW3594'6-INCH WOODEN POST, AND IN THE TOP OF A CONCRETE POST, POURED IN
 AW3594'PLACE, FLUSH WITH THE GROUND.  NOTE-- BELIEVED DESTROYED BY EROSION.
 AW3594
 AW3594                          STATION RECOVERY (1964)
 AW3594
 AW3594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0449 ***********************************************************************
 AM0449  DESIGNATION -  692
 AM0449  PID         -  AM0449
 AM0449  STATE/COUNTY-  TX/BRAZORIA
 AM0449  USGS QUAD   -  CEDAR LAKES EAST (1974)
 AM0449
 AM0449                         *CURRENT SURVEY CONTROL
 AM0449  ___________________________________________________________________
 AM0449* NAD 83(1993)-  28 51 40.81951(N)    095 28 54.11816(W)     ADJUSTED  
 AM0449* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AM0449  ___________________________________________________________________
 AM0449  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AM0449  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0449
 AM0449  HORZ ORDER  -  THIRD
 AM0449
 AM0449.The horizontal coordinates were established by classical geodetic methods
 AM0449.and adjusted by the National Geodetic Survey in February 1996..
 AM0449
 AM0449.The orthometric height was scaled from a topographic map.
 AM0449
 AM0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0449
 AM0449.The geoid height was determined by GEOID03.
 AM0449
 AM0449;                    North         East     Units Scale Factor Converg.
 AM0449;SPC TXSC     - 4,119,094.056   943,188.810   MT  0.99989716   +1 43 25.2
 AM0449;SPC TXSC     -13,514,061.08  3,094,445.29   sFT  0.99989716   +1 43 25.2
 AM0449;UTM  15      - 3,195,154.920   257,920.035   MT  1.00032325   -1 11 54.5
 AM0449
 AM0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0449!SPC TXSC     -   1.00000414  x   0.99989716  =   0.99990130
 AM0449!UTM  15      -   1.00000414  x   1.00032325  =   1.00032740
 AM0449
 AM0449                          SUPERSEDED SURVEY CONTROL
 AM0449
 AM0449  NAD 83(1986)-  28 51 40.82855(N)    095 28 54.09770(W) AD(       ) 3
 AM0449  NAD 27      -  28 51 39.92400(N)    095 28 53.29300(W) AD(       ) 3
 AM0449
 AM0449.Superseded values are not recommended for survey control.
 AM0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0449.See file dsdata.txt to determine how the superseded data were derived.
 AM0449
 AM0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM5792095155(NAD 83)
 AM0449_MARKER: B = BOLT
 AM0449_SETTING: 0 = UNSPECIFIED SETTING
 AM0449
 AM0449  HISTORY     - Date     Condition        Report By
 AM0449  HISTORY     - 1934     MONUMENTED       CGS
 AM0449  HISTORY     - 1947     MARK NOT FOUND   CGS
 AM0449  HISTORY     - 1951     GOOD             LOCENG
 AM0449  HISTORY     - 1960     GOOD             CGS
 AM0449  HISTORY     - 1962     GOOD             CGS
 AM0449
 AM0449                          STATION DESCRIPTION
 AM0449
 AM0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0449'STATION IS LOCATED ABOUT 10 MILES SW FROM FREEPORT, ON A
 AM0449'POINT OF LAND ABOUT 0.3 MILE N FROM N SHORE OF CEDAR LAKES,
 AM0449'AND ABOUT 2.5 MILES W OF CANAL BRIDGE AT JUNCTION OF SAN
 AM0449'BERNARD RIVER AND THE INTRACOASTAL CANAL.
 AM0449'
 AM0449'STATION IS MARKED BY A 6-INCH TILE WITH A SQUARE BRASS BOLT
 AM0449'CENTER.  NO REFERENCE MARK WAS SET.
 AM0449'
 AM0449'THE FOLLOWING MAGNETIC AZIMUTHS WERE TAKEN FROM THE STATION--CONCRETE
 AM0449'WATERING TROUGH (450 METERS), 40 DEG.  CANAL BRIDGE (2.5
 AM0449'MILES), 60 DEG.  BEACON 6, 95 DEG.  BEACON 15, 176 DEG.
 AM0449'
 AM0449'HEIGHT OF LIGHT ABOVE STATION MARK - 2.4 METERS.
 AM0449
 AM0449                          STATION RECOVERY (1947)
 AM0449
 AM0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0449'STATION NOT RECOVERED.  A THOROUGH SEARCH OF THE VICINITY
 AM0449'WAS MADE, BUT THE STATION COULD NOT BE FOUND.  IT IS BELIEVED
 AM0449'THAT THE STATION IS COVERED BY SPOIL DUMPS FROM THE CANAL.
 AM0449'
 AM0449'RECOMMEND STATION BE CLASSIFIED AS LOST.
 AM0449
 AM0449                          STATION RECOVERY (1951)
 AM0449
 AM0449'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 AM0449'LETTER OF MR. H.J. SALANI, BRAZOS OIL AND GAS CO., HOUSTON,
 AM0449'DATED 23 OCTOBER 1951--
 AM0449'
 AM0449'THOUGH THIS STATION HAS BEEN REPORTED LOST, THE STATION
 AM0449'WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  STATION IS
 AM0449'LOCATED ON THE N SIDE OF THE NEW INTRACOASTAL WATERWAY, AND
 AM0449'IN THE LINE OF REFERENCE STAKES SET ALONG THE WATERWAY.
 AM0449
 AM0449                          STATION RECOVERY (1960)
 AM0449
 AM0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0449'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AM0449'FOLLOWS.  LOCATED ABOUT 10 MILES SOUTHWEST OF FREEPORT, ABOUT
 AM0449'2.2 MILES SOUTHWEST OF THE JUNCTION OF THE SAN BERNARD RIVER
 AM0449'WITH THE INTRACOASTAL WATERWAY, ABOUT 1350 FEET SOUTHWEST OF
 AM0449'A WINDMILL, 10.0 FEET NORTH OF THE NORTH BANK OF THE WATERWAY
 AM0449'AND 1.0 FEET SOUTH OF A WITNESS POST WITH STATION NUMBER
 AM0449'278 PLUS 57.0 PAINTED THEREON.  A BRASS BOLT STAMPED 692
 AM0449'IN TOP OF A 6 INCH TILE WHICH PROJECTS 1 INCH.
 AM0449
 AM0449                          STATION RECOVERY (1962)
 AM0449
 AM0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AM0449'RECOVERED IN GOOD CONDITION.
 AM0449'
 AM0449'THE 1960 RECOVERY NOTE IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0028 ***********************************************************************
 AY0028  DESIGNATION -  695 SA
 AY0028  PID         -  AY0028
 AY0028  STATE/COUNTY-  TX/COMAL
 AY0028  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY0028
 AY0028                         *CURRENT SURVEY CONTROL
 AY0028  ___________________________________________________________________
 AY0028* NAD 83(1986)-  29 44 24.     (N)    098 05 12.     (W)     SCALED    
 AY0028* NAVD 88     -       210.273  (meters)     689.87   (feet)  ADJUSTED  
 AY0028  ___________________________________________________________________
 AY0028  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AY0028  DYNAMIC HT  -         209.973 (meters)     688.89  (feet)  COMP
 AY0028  MODELED GRAV-     979,211.9   (mgal)                       NAVD 88
 AY0028
 AY0028  VERT ORDER  -  FIRST     CLASS II
 AY0028
 AY0028.The horizontal coordinates were scaled from a topographic map and have
 AY0028.an estimated accuracy of +/- 6 seconds.
 AY0028
 AY0028.The orthometric height was determined by differential leveling
 AY0028.and adjusted by the National Geodetic Survey in June 1991..
 AY0028
 AY0028.The geoid height was determined by GEOID03.
 AY0028
 AY0028.The dynamic height is computed by dividing the NAVD 88
 AY0028.geopotential number by the normal gravity value computed on the
 AY0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0028.degrees latitude (g = 980.6199 gals.).
 AY0028
 AY0028.The modeled gravity was interpolated from observed gravity values.
 AY0028
 AY0028;                    North         East    Units  Estimated Accuracy
 AY0028;SPC TXSC     - 4,211,660.      688,340.      MT  (+/- 180 meters Scaled)
 AY0028
 AY0028                          SUPERSEDED SURVEY CONTROL
 AY0028
 AY0028  NGVD 29 (??/??/92)  210.178  (m)          689.56   (f) ADJ UNCH    1 2
 AY0028
 AY0028.Superseded values are not recommended for survey control.
 AY0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0028.See file dsdata.txt to determine how the superseded data were derived.
 AY0028
 AY0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT883903(NAD 83)
 AY0028_MARKER: DD = SURVEY DISK
 AY0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0028_STAMPING: 689.26 40 C 1925 S.A. 92
 AY0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0028+STABILITY: SURFACE MOTION
 AY0028
 AY0028  HISTORY     - Date     Condition        Report By
 AY0028  HISTORY     - 1925     MONUMENTED       USGS
 AY0028  HISTORY     - 1943     GOOD             NGS
 AY0028  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0028  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0028
 AY0028                          STATION DESCRIPTION
 AY0028
 AY0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0028'3.5 MI NE FROM NEW BRAUNFELS.
 AY0028'BENCH MARK IS ABOUT 3.5 MILES NORTHEASTERLY ALONG THE MO AND PAC. RR
 AY0028'FROM THE STATION AT NEW BRAUNFELS. AT GOODWIN SIDING. ABOUT 250 FEET
 AY0028'NORTHEAST OF MILE POST NUMBER 223.  ABOUT 175 FEET NORTHEAST, ACROSS
 AY0028'THE TRACK FROM THE STATION SIGN BOARD.  42 FEET SOUTHEAST OF, AND
 AY0028'ABOUT 2.0 FEET BELOW THE CENTER-LINE OF THE MAIN TRACK.  3.0 FEET
 AY0028'SOUTH OF A 4X4 INCH WOODEN MARKER POST.  A U.S.G. S. DISK SET IN
 AY0028'CONCRETE POST PROJECTING 0.6 FEET.
 AY0028
 AY0028                          STATION RECOVERY (1990)
 AY0028
 AY0028'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0028'MARK NOT FOUND.
 AY0028
 AY0028                          STATION RECOVERY (2003)
 AY0028
 AY0028'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AY0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3596 ***********************************************************************
 AW3596  DESIGNATION -  695+00 400
 AW3596  PID         -  AW3596
 AW3596  STATE/COUNTY-  TX/HARRIS
 AW3596  USGS QUAD   -  PASADENA (1995)
 AW3596
 AW3596                         *CURRENT SURVEY CONTROL
 AW3596  ___________________________________________________________________
 AW3596* NAD 83(1986)-  29 44 08.     (N)    095 08 01.     (W)     SCALED    
 AW3596* NAVD 88     -         2.36   (+/-2cm)       7.7    (feet)  VERTCON   
 AW3596  ___________________________________________________________________
 AW3596  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3596
 AW3596  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3596
 AW3596.The horizontal coordinates were scaled from a topographic map and have
 AW3596.an estimated accuracy of +/- 6 seconds.
 AW3596
 AW3596.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3596.The vertical order pertains to the NGVD 29 superseded value.
 AW3596
 AW3596.The geoid height was determined by GEOID03.
 AW3596
 AW3596;                    North         East    Units  Estimated Accuracy
 AW3596;SPC TXSC     - 4,217,000.      973,930.      MT  (+/- 180 meters Scaled)
 AW3596
 AW3596                          SUPERSEDED SURVEY CONTROL
 AW3596
 AW3596  NGVD 29 (??/??/92)    2.359  (m)            7.74   (f) ADJ UNCH    1 2
 AW3596
 AW3596.Superseded values are not recommended for survey control.
 AW3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3596.See file dsdata.txt to determine how the superseded data were derived.
 AW3596
 AW3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN936913(NAD 83)
 AW3596_MARKER: DD = SURVEY DISK
 AW3596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3596_STAMPING: 695+00 400
 AW3596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3596+STABILITY: SURFACE MOTION
 AW3596
 AW3596  HISTORY     - Date     Condition        Report By
 AW3596  HISTORY     - UNK      MONUMENTED       USE
 AW3596  HISTORY     - 1959     GOOD             NGS
 AW3596  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3596
 AW3596                          STATION DESCRIPTION
 AW3596
 AW3596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3596'4.7 MI SW FROM LYNCHBURG.
 AW3596'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3596'FERRY LANDING AT LYNCHBURG, TO THE MOUTH OF TUCKER BAYOU, THENCE ABOUT
 AW3596'0.15 MILE NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK, THENCE
 AW3596'ABOUT 2.45 MILES SOUTHWEST ALONG THE NORTHWEST BANK OF THE CHANNEL,
 AW3596'ABOUT 0.3 MILE NORTHEAST AND ACROSS THE CHANNEL FROM TWO LARGE
 AW3596'CULVERTS, 75 FEET SOUTH-SOUTHWEST OF THE TOP OF A DIRT LEVEE, 63 FEET
 AW3596'NORTHWEST OF THE HIGH WATER LINE, 2 1/2 FEET SOUTH OF A 4 X 4-INCH
 AW3596'WOODEN POST PROJECTING 6 FEET, AND IN THE TOP OF A CONCRETE POST,
 AW3596'POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3596
 AW3596                          STATION RECOVERY (1964)
 AW3596
 AW3596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0119 ***********************************************************************
 CE0119  DESIGNATION -  6955
 CE0119  PID         -  CE0119
 CE0119  STATE/COUNTY-  TX/EL PASO
 CE0119  USGS QUAD   -  EL PASO (1997)
 CE0119
 CE0119                         *CURRENT SURVEY CONTROL
 CE0119  ___________________________________________________________________
 CE0119* NAD 83(1986)-  31 47 22.     (N)    106 23 43.     (W)     SCALED    
 CE0119* NAVD 88     -      1196.013  (meters)    3923.92   (feet)  POSTED    
 CE0119  ___________________________________________________________________
 CE0119  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CE0119  DYNAMIC HT  -        1194.180 (meters)    3917.91  (feet)  COMP
 CE0119  MODELED GRAV-     979,067.8   (mgal)                       NAVD 88
 CE0119
 CE0119  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CE0119
 CE0119.The horizontal coordinates were scaled from a topographic map and have
 CE0119.an estimated accuracy of +/- 6 seconds.
 CE0119
 CE0119.The orthometric height was determined by differential leveling
 CE0119.and adjusted by the National Geodetic Survey in 1992..
 CE0119.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CE0119.rate of 1.1 thru 2.0 mm/km.
 CE0119
 CE0119.The geoid height was determined by GEOID03.
 CE0119
 CE0119.The dynamic height is computed by dividing the NAVD 88
 CE0119.geopotential number by the normal gravity value computed on the
 CE0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0119.degrees latitude (g = 980.6199 gals.).
 CE0119
 CE0119.The modeled gravity was interpolated from observed gravity values.
 CE0119
 CE0119;                    North         East    Units  Estimated Accuracy
 CE0119;SPC TX C     - 3,250,970.      126,180.      MT  (+/- 180 meters Scaled)
 CE0119
 CE0119                          SUPERSEDED SURVEY CONTROL
 CE0119
 CE0119  NGVD 29 (??/??/92) 1195.462  (m)         3922.11   (f) ADJ UNCH    1 2
 CE0119
 CE0119.Superseded values are not recommended for survey control.
 CE0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0119.See file dsdata.txt to determine how the superseded data were derived.
 CE0119
 CE0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR679179(NAD 83)
 CE0119_MARKER: P = PIPE CAP
 CE0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0119_SP_SET: IRON POST
 CE0119_STAMPING: J.E.P. 5-29-33 S 2 E N 69 W 6955
 CE0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0119
 CE0119  HISTORY     - Date     Condition        Report By
 CE0119  HISTORY     - UNK      MONUMENTED       DOD
 CE0119  HISTORY     - 1933     GOOD             NGS
 CE0119
 CE0119                          STATION DESCRIPTION
 CE0119
 CE0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CE0119'6.2 MI E FROM EL PASO.
 CE0119'6.2 MILES EAST OF EL PASO CITY HALL ALONG US HIGHWAY NO. 62 48 FEET
 CE0119'NORTH OF THE HIGHWAY AND 17 FEET EAST OF THE CENTERLINE OF A R.R. TO
 CE0119'FT. BLISS.  A 4 IN. BRONZE CAP SOLDERED TO A CONICAL CAST IRON POST,
 CE0119'16 IN. ABOVE THE GROUND. MARKED WITH BEARING LINES AND DISTANCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0456 ***********************************************************************
 AO0456  DESIGNATION -  699.1
 AO0456  PID         -  AO0456
 AO0456  STATE/COUNTY-  TX/ZAVALA
 AO0456  USGS QUAD   -  LA PRYOR (1972)
 AO0456
 AO0456                         *CURRENT SURVEY CONTROL
 AO0456  ___________________________________________________________________
 AO0456* NAD 83(1986)-  28 53 42.     (N)    099 51 05.     (W)     SCALED    
 AO0456* NAVD 88     -       213.227  (meters)     699.56   (feet)  ADJUSTED  
 AO0456  ___________________________________________________________________
 AO0456  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AO0456  DYNAMIC HT  -         212.915 (meters)     698.54  (feet)  COMP
 AO0456  MODELED GRAV-     979,175.4   (mgal)                       NAVD 88
 AO0456
 AO0456  VERT ORDER  -  SECOND    CLASS 0
 AO0456
 AO0456.The horizontal coordinates were scaled from a topographic map and have
 AO0456.an estimated accuracy of +/- 6 seconds.
 AO0456
 AO0456.The orthometric height was determined by differential leveling
 AO0456.and adjusted by the National Geodetic Survey in June 1991..
 AO0456
 AO0456.The geoid height was determined by GEOID03.
 AO0456
 AO0456.The dynamic height is computed by dividing the NAVD 88
 AO0456.geopotential number by the normal gravity value computed on the
 AO0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0456.degrees latitude (g = 980.6199 gals.).
 AO0456
 AO0456.The modeled gravity was interpolated from observed gravity values.
 AO0456
 AO0456;                    North         East    Units  Estimated Accuracy
 AO0456;SPC TXSC     - 4,117,960.      516,970.      MT  (+/- 180 meters Scaled)
 AO0456
 AO0456                          SUPERSEDED SURVEY CONTROL
 AO0456
 AO0456  NGVD 29 (??/??/92)  213.111  (m)          699.18   (f) ADJ UNCH    2 0
 AO0456
 AO0456.Superseded values are not recommended for survey control.
 AO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0456.See file dsdata.txt to determine how the superseded data were derived.
 AO0456
 AO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS169966(NAD 83)
 AO0456_MARKER: Q = CHISELED SQUARE
 AO0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0456_SP_SET: CULVERT
 AO0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0456
 AO0456  HISTORY     - Date     Condition        Report By
 AO0456  HISTORY     - UNK      MONUMENTED       CGS
 AO0456  HISTORY     - 1934     GOOD             NGS
 AO0456  HISTORY     - 20010507 GOOD             USPSQD
 AO0456
 AO0456                          STATION DESCRIPTION
 AO0456
 AO0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0456'3.3 MI S FROM LA PRYOR.
 AO0456'ON E EDGE OF STATE HIGHWAY.  2500 FT. S OF
 AO0456'CROSSROADS IN CENTER OF PARAPET WALL OF CONCRETE CULVERT.  OPPOSITE
 AO0456'BRIDGE B-160.9.
 AO0456
 AO0456                          STATION RECOVERY (2001)
 AO0456
 AO0456'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3798 ***********************************************************************
 AB3798  SACS        -  This is a Secondary Airport Control Station.
 AB3798  DESIGNATION -  69R A
 AB3798  PID         -  AB3798
 AB3798  STATE/COUNTY-  TX/EDWARDS
 AB3798  USGS QUAD   -  CUB LAKE (1971)
 AB3798
 AB3798                         *CURRENT SURVEY CONTROL
 AB3798  ___________________________________________________________________
 AB3798* NAD 83(1993)-  29 56 39.42319(N)    100 10 16.90998(W)     ADJUSTED  
 AB3798* NAVD 88     -       723.49   (meters)    2373.7    (feet)  GPS OBS   
 AB3798  ___________________________________________________________________
 AB3798  X           -    -976,902.616 (meters)                     COMP
 AB3798  Y           -  -5,445,009.549 (meters)                     COMP
 AB3798  Z           -   3,165,373.484 (meters)                     COMP
 AB3798  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AB3798  ELLIP HEIGHT-         701.18  (meters)          (06/26/01) GPS OBS
 AB3798  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 AB3798
 AB3798  HORZ ORDER  -  FIRST
 AB3798  ELLP ORDER  -  FOURTH    CLASS I
 AB3798
 AB3798.This mark is at Edwards Co (69R) Airport (69R)
 AB3798
 AB3798.The horizontal coordinates were established by GPS observations
 AB3798.and adjusted by the National Geodetic Survey in February 1996..
 AB3798
 AB3798.The orthometric height was determined by GPS observations and a
 AB3798.high-resolution geoid model.
 AB3798
 AB3798.GPS derived orthometric heights for airport stations designated as
 AB3798.PACS or SACS are published to 2 decimal places.  This maintains
 AB3798.centimeter relative accuracy between the PACS and SACS.  It does
 AB3798.not indicate centimeter accuracy relative to other marks which are
 AB3798.part of the NAVD 88 network.
 AB3798
 AB3798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3798
 AB3798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3798
 AB3798.The ellipsoidal height was determined by GPS observations
 AB3798.and is referenced to NAD 83.
 AB3798
 AB3798.The geoid height was determined by GEOID03.
 AB3798
 AB3798;                    North         East     Units Scale Factor Converg.
 AB3798;SPC TXSC     - 4,234,519.548   486,927.354   MT  0.99991964   -0 34 25.9
 AB3798;SPC TXSC     -13,892,752.88  1,597,527.49   sFT  0.99991964   -0 34 25.9
 AB3798;UTM  14      - 3,313,188.460   386,957.629   MT  0.99975766   -0 35 05.1
 AB3798
 AB3798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3798!SPC TXSC     -   0.99988989  x   0.99991964  =   0.99980954
 AB3798!UTM  14      -   0.99988989  x   0.99975766  =   0.99964758
 AB3798
 AB3798                          SUPERSEDED SURVEY CONTROL
 AB3798
 AB3798  ELLIP H (02/20/96)  701.33   (m)                       GP(       ) 4 1
 AB3798
 AB3798.Superseded values are not recommended for survey control.
 AB3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3798.See file dsdata.txt to determine how the superseded data were derived.
 AB3798
 AB3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU8695813188(NAD 83)
 AB3798_MARKER: I = METAL ROD
 AB3798_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3798_STAMPING: 69R A 1995
 AB3798_MARK LOGO: NGS   
 AB3798_PROJECTION: FLUSH
 AB3798_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3798+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1995
 AB3798_ROD/PIPE-DEPTH: 0.6  meters
 AB3798_SLEEVE-DEPTH  : 0.3 meters
 AB3798
 AB3798  HISTORY     - Date     Condition        Report By
 AB3798  HISTORY     - 1995     MONUMENTED       NGS
 AB3798  HISTORY     - 19950111 GOOD             NGS
 AB3798
 AB3798                          STATION DESCRIPTION
 AB3798
 AB3798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AB3798'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHEAST OF ROCKSPRINGS,
 AB3798'ON THE EDWARDS COUNTY AIRPORT, ALONG THE NORTHEAST SIDE OF RUNWAY 32
 AB3798'NORTHEAST OF A RUNWAY LIGHT.  OWNERSHIP--EDWARDS COUNTY, EDWARDS
 AB3798'COUNTY COURTHOUSE, ROCKSPRINGS TX 78880, C D PAT COWSERT, MANAGER.
 AB3798'PHONE 512 683 2054.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB3798'HIGHWAY 377 AND STATE HIGHWAYS 41 AND 55 IN ROCKSPRINGS, GO 8.37 KM
 AB3798'(5.20 MI) SOUTHEAST ON STATE HIGHWAY 55 TO THE AIRPORT ENTRANCE, TURN
 AB3798'RIGHT, SOUTHWEST, GO 0.21 KM (0.15 MI) ACROSS APRON AND TAXI TO THE
 AB3798'RUNWAY, TURN LEFT, SOUTHEAST, GO 0.63 KM (0.40 MI) ALONG THE RUNWAY TO
 AB3798'THE STATION ON THE LEFT.  THE STATION IS 39.0 M (128.0 FT) SOUTHWEST
 AB3798'OF A FENCE, 30.7 M (100.7 FT) NORTHEAST OF THE RUNWAY CENTERLINE, IN
 AB3798'LINE WITH A RUNWAY LIGHT, 0.8 M (2.6 FT) NORTHWEST OF A WITNESS POST,
 AB3798'AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE RUNWAY. NOTE--ACCESS TO THE
 AB3798'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 AB3798'REFUSAL AND IS ANCHORED IN BEDROCK.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9726 ***********************************************************************
 AB9726  SACS        -  This is a Secondary Airport Control Station.
 AB9726  DESIGNATION -  6R3 A
 AB9726  PID         -  AB9726
 AB9726  STATE/COUNTY-  TX/LIBERTY
 AB9726  USGS QUAD   -  CLEVELAND (1997)
 AB9726
 AB9726                         *CURRENT SURVEY CONTROL
 AB9726  ___________________________________________________________________
 AB9726* NAD 83(1993)-  30 21 00.68731(N)    095 00 16.37272(W)     ADJUSTED  
 AB9726* NAVD 88     -        42.28   (meters)     138.7    (feet)  GPS OBS   
 AB9726  ___________________________________________________________________
 AB9726  X           -    -480,555.366 (meters)                     COMP
 AB9726  Y           -  -5,487,755.860 (meters)                     COMP
 AB9726  Z           -   3,203,941.247 (meters)                     COMP
 AB9726  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AB9726  ELLIP HEIGHT-          14.75  (meters)          (01/26/01) GPS OBS
 AB9726  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AB9726
 AB9726  HORZ ORDER  -  FIRST
 AB9726  ELLP ORDER  -  FIFTH     CLASS I
 AB9726
 AB9726.This mark is at Cleveland Muni (6R3) Airport (6R3)
 AB9726
 AB9726.The horizontal coordinates were established by GPS observations
 AB9726.and adjusted by the National Geodetic Survey in January 1997..
 AB9726
 AB9726.The orthometric height was determined by GPS observations and a
 AB9726.high-resolution geoid model.
 AB9726
 AB9726.GPS derived orthometric heights for airport stations designated as
 AB9726.PACS or SACS are published to 2 decimal places.  This maintains
 AB9726.centimeter relative accuracy between the PACS and SACS.  It does
 AB9726.not indicate centimeter accuracy relative to other marks which are
 AB9726.part of the NAVD 88 network.
 AB9726
 AB9726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9726
 AB9726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9726
 AB9726.The ellipsoidal height was determined by GPS observations
 AB9726.and is referenced to NAD 83.
 AB9726
 AB9726.The geoid height was determined by GEOID03.
 AB9726
 AB9726;                    North         East     Units Scale Factor Converg.
 AB9726;SPC TX C     - 3,088,041.491 1,212,116.235   MT  0.99994586   +2 44 40.7
 AB9726;SPC TX C     -10,131,349.46  3,976,751.35   sFT  0.99994586   +2 44 40.7
 AB9726;UTM  15      - 3,359,293.819   307,329.012   MT  1.00005799   -1 00 47.4
 AB9726
 AB9726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9726!SPC TX C     -   0.99999768  x   0.99994586  =   0.99994354
 AB9726!UTM  15      -   0.99999768  x   1.00005799  =   1.00005567
 AB9726
 AB9726                          SUPERSEDED SURVEY CONTROL
 AB9726
 AB9726  ELLIP H (01/09/97)   14.90   (m)                       GP(       ) 5 1
 AB9726
 AB9726.Superseded values are not recommended for survey control.
 AB9726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9726.See file dsdata.txt to determine how the superseded data were derived.
 AB9726
 AB9726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0732959294(NAD 83)
 AB9726_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9726_STAMPING: 6R3 A 1994
 AB9726_MARK LOGO: NGS   
 AB9726_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9726+STABILITY: SURFACE MOTION
 AB9726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9726+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB9726
 AB9726  HISTORY     - Date     Condition        Report By
 AB9726  HISTORY     - 1994     MONUMENTED       NGS
 AB9726
 AB9726                          STATION DESCRIPTION
 AB9726
 AB9726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 AB9726'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHEAST OF CLEVELAND ON
 AB9726'THE SOUTH SIDE OF THE CLEVELAND MUNICIPAL AIRPORT NEAR RUNWAY END 34.
 AB9726'OWNERSHIP-- CITY OF CLEVELAND.  FOR ACCESS TO THE AIRPORT CONTACT MR.
 AB9726'A.  R.  ALF VIEN, P.O.  BOX 1741, CLEVELAND, TX 77327, PHONE 592-1282.
 AB9726'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 321 AND STATE
 AB9726'HIGHWAYS 321 AND 105, PROCEED EAST ON STATE HIGHWAYS 321 AND 105 FOR
 AB9726'0.2 MI (0.3 KM) TO FARM ROAD 787 ON THE LEFT.  TURN LEFT AND CONTINUE
 AB9726'NORTHEAST FOR 5.2 MI (8.4 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 AB9726'TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD AND PROCEED 0.4 MI (0.6 KM) TO
 AB9726'A GATE ON THE RIGHT.  TURN RIGHT PASSING THROUGH THE GATE AND CONTINUE
 AB9726'ACROSS THE APRON TO THE INTERSECTION OF THE TAXIWAYS.  TURN LEFT AND
 AB9726'PROCEED SOUTHEAST 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT AT THE
 AB9726'END OF THE RUNUP PAD.  THE STATION IS 29.8 M (97.8 FT) SOUTHEAST OF
 AB9726'THE NORTHEAST CORNER OF THE RUNUP PAD, 6.7 M (22.0 FT) EAST-NORTHEAST
 AB9726'OF THE SOUTHEAST CORNER OF THE RUNUP PAD, AND 0.3 M (1.0 FT)
 AB9726'WEST-SOUTHWEST OF A WITNESS POST. NOTE--THIS STATION WAS SELECTED AS A
 AB9726'SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6452 ***********************************************************************
 AB6452  SACS        -  This is a Secondary Airport Control Station.
 AB6452  DESIGNATION -  6R4 A
 AB6452  PID         -  AB6452
 AB6452  STATE/COUNTY-  TX/TRAVIS
 AB6452  USGS QUAD   -  PFLUGERVILLE EAST (1987)
 AB6452
 AB6452                         *CURRENT SURVEY CONTROL
 AB6452  ___________________________________________________________________
 AB6452* NAD 83(1993)-  30 24 00.00188(N)    097 34 04.88636(W)     ADJUSTED  
 AB6452* NAVD 88     -                                                        
 AB6452  ___________________________________________________________________
 AB6452  X           -    -725,169.641 (meters)                     COMP
 AB6452  Y           -  -5,458,127.893 (meters)                     COMP
 AB6452  Z           -   3,208,779.090 (meters)                     COMP
 AB6452  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AB6452  ELLIP HEIGHT-         160.91  (meters)          (07/23/01) GPS OBS
 AB6452  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AB6452
 AB6452  HORZ ORDER  -  FIRST
 AB6452  ELLP ORDER  -  FIFTH     CLASS I
 AB6452
 AB6452.This mark is at Bird's Nest (6R4) Airport (6R4)
 AB6452
 AB6452.The horizontal coordinates were established by GPS observations
 AB6452.and adjusted by the National Geodetic Survey in September 1996..
 AB6452
 AB6452
 AB6452.GPS derived orthometric heights for airport stations designated as
 AB6452.PACS or SACS are published to 2 decimal places.  This maintains
 AB6452.centimeter relative accuracy between the PACS and SACS.  It does
 AB6452.not indicate centimeter accuracy relative to other marks which are
 AB6452.part of the NAVD 88 network.
 AB6452
 AB6452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6452
 AB6452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6452
 AB6452.The ellipsoidal height was determined by GPS observations
 AB6452.and is referenced to NAD 83.
 AB6452
 AB6452.The geoid height was determined by GEOID03.
 AB6452
 AB6452;                    North         East     Units Scale Factor Converg.
 AB6452;SPC TX C     - 3,084,597.272   965,693.629   MT  0.99993644   +1 25 27.5
 AB6452;SPC TX C     -10,120,049.55  3,168,279.85   sFT  0.99993644   +1 25 27.5
 AB6452;UTM  14      - 3,363,979.991   637,560.571   MT  0.99983345   +0 43 29.1
 AB6452
 AB6452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6452!SPC TX C     -   0.99997473  x   0.99993644  =   0.99991117
 AB6452!UTM  14      -   0.99997473  x   0.99983345  =   0.99980818
 AB6452
 AB6452|---------------------------------------------------------------------|
 AB6452| PID    Reference Object                     Distance      Geod. Az  |
 AB6452|                                                           dddmmss.s |
 AB6452| BM1110 NESTPORT                            353.712 METERS 16623     |
 AB6452|---------------------------------------------------------------------|
 AB6452
 AB6452                          SUPERSEDED SURVEY CONTROL
 AB6452
 AB6452  ELLIP H (09/03/96)  160.94   (m)                       GP(       ) 5 1
 AB6452
 AB6452.Superseded values are not recommended for survey control.
 AB6452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6452.See file dsdata.txt to determine how the superseded data were derived.
 AB6452
 AB6452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3756163980(NAD 83)
 AB6452_MARKER: I = METAL ROD
 AB6452_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6452_STAMPING: 6R4 A 1995
 AB6452_MARK LOGO: NGS   
 AB6452_PROJECTION: FLUSH
 AB6452_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6452+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6452_ROD/PIPE-DEPTH: 4.57 meters
 AB6452_SLEEVE-DEPTH  : 0.90 meters
 AB6452
 AB6452  HISTORY     - Date     Condition        Report By
 AB6452  HISTORY     - 1995     MONUMENTED       NGS
 AB6452  HISTORY     - 20030308 GOOD             USPSQD
 AB6452
 AB6452                          STATION DESCRIPTION
 AB6452
 AB6452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6452'NOTE--IN WET WEATHER THIS AIRPORT MAY NOT BE REACHABLE BECAUSE OF THE
 AB6452'DIRT ENTRANCE ROAD 1.55 KM (0.95 MI) LONG.  THE STATION IS LOCATED
 AB6452'ABOUT 6 KM (3.70 MI) NORTH OF THE TOWN OF MANOR AT THE BIRDS NEST
 AB6452'AIRPORT, IN THE MEDIAN OF THE RUNWAY AND PARALLEL TAXI, AND ON THE
 AB6452'SOUTH SIDE OF A CONNECTOR AT RUNWAY END 16L.  OWNERSHIP--BIRDS NEST
 AB6452'AVIATION INCORPORATED C/O JERRY KAHLBAU, ROUTE 1 BOX 202, MANOR, TX
 AB6452'78653.  PHONE 512-272-5337. TO REACH THE STATION FROM THE JUNCTION OF
 AB6452'U.S.  HIGHWAYS 290 AND 183 ON THE NORTHEAST SIDE OF AUSTIN, GO EAST ON
 AB6452'U.S.  HIGHWAY 290 FOR 11.7 KM (7.25 MI) TO A CROSS ROAD AT A TRAFFIC
 AB6452'LIGHT (GREGG MANOR ROAD) .  TURN LEFT, NORTH, FOR 0.2 KM (0.10 MI) TO
 AB6452'A FORK IN THE ROAD.  BEAR RIGHT, NORTH, ON GREGG MANOR ROAD FOR 2.1 KM
 AB6452'(1.30 MI) TO FUCHS GROVE ROAD ON THE RIGHT.  TURN RIGHT, NORTHEAST, ON
 AB6452'FUCHES GROVE ROAD FOR 2.7 KM (1.65 MI) TO A PAVED ROAD RIGHT (GREGG
 AB6452'LANE) , AND A PRIVATE ROAD ON THE LEFT.  TURN LEFT, NORTHWEST, ON THE
 AB6452'DIRT ROAD FOR 1.5 KM (0.95 MI) TO THE OFFICE AND A NORTH-SOUTH TAXI.
 AB6452'TURN RIGHT, NORTH-NORTHWEST, ON THE TAXI FOR 0.76 KM (0.45 MI) TO THE
 AB6452'STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 AB6452'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AB6452'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AB6452'SET FLUSH WITH THE GROUND.  IT IS 21.8 M (71.5 FT) SOUTHEAST OF THE
 AB6452'CENTER OF THE TAXI AND RUNWAY, 17.8 M (58.4 FT) NORTHEAST OF THE
 AB6452'CENTER OF THE RUNWAY, 5.3 M (17.4 FT) SOUTHWEST OF THE CENTER OF THE
 AB6452'TAXI, 5.9 M (19.4 FT) NORTHEAST OF THE SOUTHEAST END OF A STEEL
 AB6452'CULVERT, AND 0.25 M (0.82 FT) SOUTHEAST OF A WITNESS POST.  DESCRIBED
 AB6452'BY D.G.  AUG
 AB6452
 AB6452                          STATION RECOVERY (2003)
 AB6452
 AB6452'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 AB6452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2842 ***********************************************************************
 AB2842  PACS        -  This is a Primary Airport Control Station.
 AB2842  DESIGNATION -  6R9 A
 AB2842  PID         -  AB2842
 AB2842  STATE/COUNTY-  TX/LLANO
 AB2842  USGS QUAD   -  LLANO NORTH (1955)
 AB2842
 AB2842                         *CURRENT SURVEY CONTROL
 AB2842  ___________________________________________________________________
 AB2842* NAD 83(1993)-  30 47 06.40302(N)    098 39 42.55038(W)     ADJUSTED  
 AB2842* NAVD 88     -       333.76   (meters)    1095.0    (feet)  GPS OBS   
 AB2842  ___________________________________________________________________
 AB2842  X           -    -825,975.547 (meters)                     COMP
 AB2842  Y           -  -5,421,936.104 (meters)                     COMP
 AB2842  Z           -   3,245,608.054 (meters)                     COMP
 AB2842  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AB2842  ELLIP HEIGHT-         310.19  (meters)          (10/24/00) GPS OBS
 AB2842  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AB2842
 AB2842  HORZ ORDER  -  B
 AB2842  ELLP ORDER  -  FOURTH    CLASS II
 AB2842
 AB2842.This mark is at Llano Muni (6R9) Airport (6R9)
 AB2842
 AB2842.The horizontal coordinates were established by GPS observations
 AB2842.and adjusted by the National Geodetic Survey in February 1996..
 AB2842
 AB2842.The orthometric height was determined by GPS observations and a
 AB2842.high-resolution geoid model.
 AB2842
 AB2842.GPS derived orthometric heights for airport stations designated as
 AB2842.PACS or SACS are published to 2 decimal places.  This maintains
 AB2842.centimeter relative accuracy between the PACS and SACS.  It does
 AB2842.not indicate centimeter accuracy relative to other marks which are
 AB2842.part of the NAVD 88 network.
 AB2842
 AB2842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2842
 AB2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2842
 AB2842.The ellipsoidal height was determined by GPS observations
 AB2842.and is referenced to NAD 83.
 AB2842
 AB2842.The geoid height was determined by GEOID03.
 AB2842
 AB2842;                    North         East     Units Scale Factor Converg.
 AB2842;SPC TX C     - 3,125,187.107   859,969.734   MT  0.99988883   +0 51 39.3
 AB2842;SPC TX C     -10,253,218.03  2,821,417.37   sFT  0.99988883   +0 51 39.3
 AB2842;UTM  14      - 3,405,836.211   532,357.014   MT  0.99961291   +0 10 23.1
 AB2842
 AB2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2842!SPC TX C     -   0.99995129  x   0.99988883  =   0.99984013
 AB2842!UTM  14      -   0.99995129  x   0.99961291  =   0.99956422
 AB2842
 AB2842:                Primary Azimuth Mark                     Grid Az
 AB2842:SPC TX C     -  LLANOPORT AZ MK                          179 33 51.0
 AB2842:UTM  14      -  LLANOPORT AZ MK                          180 15 07.2
 AB2842
 AB2842|---------------------------------------------------------------------|
 AB2842| PID    Reference Object                     Distance      Geod. Az  |
 AB2842|                                                           dddmmss.s |
 AB2842| BN0822 LLANOPORT AZ MK                     438.954 METERS 1802530.3 |
 AB2842| BN0821 LLANOPORT                           467.608 METERS 3582717.9 |
 AB2842|---------------------------------------------------------------------|
 AB2842
 AB2842                          SUPERSEDED SURVEY CONTROL
 AB2842
 AB2842  ELLIP H (02/20/96)  310.23   (m)                       GP(       ) 1 1
 AB2842
 AB2842.Superseded values are not recommended for survey control.
 AB2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2842.See file dsdata.txt to determine how the superseded data were derived.
 AB2842
 AB2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3235705836(NAD 83)
 AB2842_MARKER: I = METAL ROD
 AB2842_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2842_STAMPING: 6R9 A 1995
 AB2842_MARK LOGO: NGS   
 AB2842_PROJECTION: RECESSED 20 CENTIMETERS
 AB2842_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2842+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1998
 AB2842_ROD/PIPE-DEPTH:  2.0 meters
 AB2842_SLEEVE-DEPTH  :  0.9 meters
 AB2842
 AB2842  HISTORY     - Date     Condition        Report By
 AB2842  HISTORY     - 1995     MONUMENTED       NGS
 AB2842  HISTORY     - 19980327 GOOD             NGS
 AB2842
 AB2842                          STATION DESCRIPTION
 AB2842
 AB2842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2842'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH-NORTHEAST OF LLANO
 AB2842'ON THE EAST SIDE OF THE RUNWAY AT MIDFIELD, EAST OF THE CENTER OF THE
 AB2842'A OF LLANO PAINTED ON THE RUNWAY.  OWNERSHIP--CITY OF LLANO, 301 WEST
 AB2842'MAIN, LLANO, TX.  78643.  AIRPORT MANAGER EVELYN GOULO.  PHONE
 AB2842'915-247-5635.  NOTE--CONTACT A DAY IN ADVANCE TO OPEN LOCKED GATE. TO
 AB2842'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 71 IN
 AB2842'LLANO, GO 3.8 KM (2.35 MI) NORTHERLY ALONG STATE HIGHWAY 16 TO THE
 AB2842'AIRPORT ROAD ON THE RIGHT.  TURN RIGHT, EAST, 0.35 KM (0.20 MI) TO THE
 AB2842'END OF THE ROAD AND A CATTLE GUARD ON THE RIGHT.  TURN RIGHT,
 AB2842'SOUTHWEST, ACROSS THE CATTLE GUARD AND THEN BEAR LEFT, SOUTHEAST, 0.07
 AB2842'KM (0.05 MI) TO THE LOCKED GATE.  PASS THROUGH THE GATE AND TURN
 AB2842'RIGHT, SOUTHWEST, 0.3 KM (0.20 MI) CROSSING THE TARMAC IN FRONT OF THE
 AB2842'HANGARS.  THEN WEST, ALONG THE TAXI TO THE RUNWAY, TURN LEFT, SOUTH,
 AB2842'0.47 KM (0.30 MI) ALONG THE RUNWAY TO THE STATION ON THE LEFT.
 AB2842'STATION IS 22.3 M (73.2 FT) EAST OF THE CENTER OF THE RUNWAY, (CENTER
 AB2842'OF THE A OF LLANO PRINTED ON THE RUNWAY) , 11.6 M (38.1 FT) EAST OF A
 AB2842'RUNWAY LIGHT, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE RUNWAY.
 AB2842'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 AB2842'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY DEB.
 AB2842
 AB2842                          STATION RECOVERY (1998)
 AB2842
 AB2842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (LJL)
 AB2842'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 AB2842'IS LOCATED 2 MILES (3.2 KM) NORTH OF THE CITY OF LLANO, AT THE LLANO
 AB2842'MUNICIPAL AIRPORT, NEAR MIDFIELD.  CONTACT EVELYN GOULD, THE AIRPORT
 AB2842'MANAGER AT 915-247-5635.  TO REACH THE STATION PROCEED 2.35 MILES
 AB2842'(3.78 KM) NORTH ALONG STATE HIGHWAY 16 FROM THE INTERSECTION OF STATE
 AB2842'HIGHWAY 29 AND 71 IN LLANO, THENCE 0.2 MILE (0.3 KM) EAST ALONG THE
 AB2842'PAVED AIRPORT ENTRANCE ROAD, THENCE 0.05 MILE (0.08 KM) SOUTHWEST TO
 AB2842'THE AIRPORT OFFICE AND MANAGER, THENCE 0.05 MILE (0.08 KM) WEST ACROSS
 AB2842'THE RAMP AND ALONG A TAXIWAY, THENCE 0.3 MILE (0.5 KM) SOUTH ALONG A
 AB2842'TAXIWAY, THENCE 0.05 MILE (0.08 KM) WEST ALONG A CONNECTOR TAXIWAY.
 AB2842'THE STATION IS THE TOP OF A STAINLESS STEEL ROD SET 0.9 FT (27.4 CM)
 AB2842'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP WHICH
 AB2842'IS 0.6 FT (18.3 CM) BELOW GROUND AND STAMPED 6R9 A 1995. IT IS 356.0
 AB2842'FT (108.5 M) NORTH OF THE CENTERLINE OF THE CONNECTOR TAXIWAY, 436.0
 AB2842'FT (132.9 M) SOUTH FROM THE SOUTH 1 OF 2 VASI SERVING RUNWAY 17, 119.3
 AB2842'FT (36.4 M) NORTHEAST OF THE FIRST RUNWAY LIGHT NORTH OF THE
 AB2842'CONNECTOR, 72.1 FT (22.0 M) EAST OF THE RUNWAY CENTERLINE, 34.2 FT
 AB2842'(10.4 M) EAST FROM AN NGS PK NAIL AND WASHER SET ALONG THE EAST EDGE
 AB2842'OF THE RUNWAY ASPHALT, 2 FT (0.6 M) BELOW THE RUNWAY.  THIS IS A
 AB2842'PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0220 ***********************************************************************
 CE0220  DESIGNATION -  7
 CE0220  PID         -  CE0220
 CE0220  STATE/COUNTY-  TX/EL PASO
 CE0220  USGS QUAD   -  SMELTERTOWN (1994)
 CE0220
 CE0220                         *CURRENT SURVEY CONTROL
 CE0220  ___________________________________________________________________
 CE0220* NAD 83(1986)-  31 50 12.     (N)    106 34 39.     (W)     SCALED    
 CE0220* NAVD 88     -      1143.804  (meters)    3752.63   (feet)  POSTED    
 CE0220  ___________________________________________________________________
 CE0220  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0220  DYNAMIC HT  -        1142.110 (meters)    3747.07  (feet)  COMP
 CE0220  MODELED GRAV-     979,116.5   (mgal)                       NAVD 88
 CE0220
 CE0220  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0220
 CE0220.The horizontal coordinates were scaled from a topographic map and have
 CE0220.an estimated accuracy of +/- 6 seconds.
 CE0220
 CE0220.The orthometric height was determined by differential leveling
 CE0220.and adjusted by the National Geodetic Survey in 1992..
 CE0220.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0220.rate of 0.0 thru 1.0 mm/km.
 CE0220
 CE0220.The geoid height was determined by GEOID03.
 CE0220
 CE0220.The dynamic height is computed by dividing the NAVD 88
 CE0220.geopotential number by the normal gravity value computed on the
 CE0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0220.degrees latitude (g = 980.6199 gals.).
 CE0220
 CE0220.The modeled gravity was interpolated from observed gravity values.
 CE0220
 CE0220;                    North         East    Units  Estimated Accuracy
 CE0220;SPC TX C     - 3,257,150.      109,240.      MT  (+/- 180 meters Scaled)
 CE0220
 CE0220                          SUPERSEDED SURVEY CONTROL
 CE0220
 CE0220  NGVD 29 (??/??/92) 1143.286  (m)         3750.93   (f) ADJ UNCH    1 2
 CE0220
 CE0220.Superseded values are not recommended for survey control.
 CE0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0220.See file dsdata.txt to determine how the superseded data were derived.
 CE0220
 CE0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR507234(NAD 83)
 CE0220_MARKER: DB = BENCH MARK DISK
 CE0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0220_STAMPING: ELEV 3751 FT
 CE0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0220+STABILITY: SURFACE MOTION
 CE0220
 CE0220  HISTORY     - Date     Condition        Report By
 CE0220  HISTORY     - UNK      MONUMENTED       NMTXBC
 CE0220  HISTORY     - 1952     GOOD             NGS
 CE0220  HISTORY     - 1954     GOOD             NGS
 CE0220  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0220
 CE0220                          STATION DESCRIPTION
 CE0220
 CE0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0220'IN WHITE SPUR.
 CE0220'AT WHITE SPUR, 204 FEET SOUTHWEST OF THE SOUTH CORNER OF THE GRADE
 CE0220'SCHOOL, 38.5 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80 A,
 CE0220'39.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE
 CE0220'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 63.4 FEET SOUTHEAST OF A
 CE0220'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2.8
 CE0220'FEET ABOVE THE GROUND.
 CE0220
 CE0220                          STATION RECOVERY (1954)
 CE0220
 CE0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0220'RECOVERED IN GOOD CONDITION.
 CE0220
 CE0220                          STATION RECOVERY (1981)
 CE0220
 CE0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0587 ***********************************************************************
 BY0587  DESIGNATION -  7
 BY0587  PID         -  BY0587
 BY0587  STATE/COUNTY-  TX/ANGELINA
 BY0587  USGS QUAD   -  EBENEZER (1984)
 BY0587
 BY0587                         *CURRENT SURVEY CONTROL
 BY0587  ___________________________________________________________________
 BY0587* NAD 83(1986)-  31 00 10.     (N)    094 10 42.     (W)     SCALED    
 BY0587* NAVD 88     -        36.39   (+/-2cm)     119.4    (feet)  VERTCON   
 BY0587  ___________________________________________________________________
 BY0587  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BY0587
 BY0587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0587
 BY0587.The horizontal coordinates were scaled from a topographic map and have
 BY0587.an estimated accuracy of +/- 6 seconds.
 BY0587
 BY0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0587.The vertical order pertains to the NGVD 29 superseded value.
 BY0587
 BY0587.The geoid height was determined by GEOID03.
 BY0587
 BY0587;                    North         East    Units  Estimated Accuracy
 BY0587;SPC TX C     - 3,164,370.    1,287,440.      MT  (+/- 180 meters Scaled)
 BY0587
 BY0587                          SUPERSEDED SURVEY CONTROL
 BY0587
 BY0587  NGVD 29 (??/??/92)   36.40   (m)          119.4    (f) COMPUTED    2 0
 BY0587
 BY0587.Superseded values are not recommended for survey control.
 BY0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0587.See file dsdata.txt to determine how the superseded data were derived.
 BY0587
 BY0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ875305(NAD 83)
 BY0587_MARKER: DD = SURVEY DISK
 BY0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0587+STABILITY: SURFACE MOTION
 BY0587
 BY0587  HISTORY     - Date     Condition        Report By
 BY0587  HISTORY     - UNK      MONUMENTED       USGS
 BY0587  HISTORY     - 1952     GOOD             NGS
 BY0587
 BY0587                          STATION DESCRIPTION
 BY0587
 BY0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0587'13.8 MI NW FROM JASPER.
 BY0587'13.8 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0587'JASPER, AT THE WEST END OF THE BRIDGE OVER THE ANGELINA RIVER, 151
 BY0587'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WOODEN PART OF THE
 BY0587'BRIDGE, 143 FEET EAST OF A POWER POLE, 80 FEET NORTH OF THE CENTER
 BY0587'LINE OF THE HIGHWAY, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
 BY0587'TOP OF AN 8 INCH STEEL PIPE WHICH IS FILLED WITH CONCRETE AND PROJECTS
 BY0587'0.8 FOOT ABOVE THE GROUND.  THE PIPE IS COVERED WITH A HINGED STEEL
 BY0587'CAP WHICH IS LOCKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0029 ***********************************************************************
 DQ0029  DESIGNATION -  7
 DQ0029  PID         -  DQ0029
 DQ0029  STATE/COUNTY-  TX/LUBBOCK
 DQ0029  USGS QUAD   -  WOLFFORTH (1985)
 DQ0029
 DQ0029                         *CURRENT SURVEY CONTROL
 DQ0029  ___________________________________________________________________
 DQ0029* NAD 83(1986)-  33 34 53.     (N)    102 03 22.     (W)     SCALED    
 DQ0029* NAVD 88     -      1017.562  (meters)    3338.45   (feet)  ADJUSTED  
 DQ0029  ___________________________________________________________________
 DQ0029  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 DQ0029  DYNAMIC HT  -        1016.240 (meters)    3334.11  (feet)  COMP
 DQ0029  MODELED GRAV-     979,303.1   (mgal)                       NAVD 88
 DQ0029
 DQ0029  VERT ORDER  -  SECOND    CLASS 0
 DQ0029
 DQ0029.The horizontal coordinates were scaled from a topographic map and have
 DQ0029.an estimated accuracy of +/- 6 seconds.
 DQ0029
 DQ0029.The orthometric height was determined by differential leveling
 DQ0029.and adjusted by the National Geodetic Survey in June 1991..
 DQ0029
 DQ0029.The geoid height was determined by GEOID03.
 DQ0029
 DQ0029.The dynamic height is computed by dividing the NAVD 88
 DQ0029.geopotential number by the normal gravity value computed on the
 DQ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0029.degrees latitude (g = 980.6199 gals.).
 DQ0029
 DQ0029.The modeled gravity was interpolated from observed gravity values.
 DQ0029
 DQ0029;                    North         East    Units  Estimated Accuracy
 DQ0029;SPC TXNC     - 2,217,910.      269,960.      MT  (+/- 180 meters Scaled)
 DQ0029
 DQ0029                          SUPERSEDED SURVEY CONTROL
 DQ0029
 DQ0029  NGVD 29 (??/??/92) 1017.182  (m)         3337.20   (f) ADJ UNCH    2 0
 DQ0029
 DQ0029.Superseded values are not recommended for survey control.
 DQ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0029.See file dsdata.txt to determine how the superseded data were derived.
 DQ0029
 DQ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT732196(NAD 83)
 DQ0029_MARKER: B = BOLT
 DQ0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0029+STABILITY: SURFACE MOTION
 DQ0029
 DQ0029  HISTORY     - Date     Condition        Report By
 DQ0029  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0029  HISTORY     - 1945     GOOD             NGS
 DQ0029
 DQ0029                          STATION DESCRIPTION
 DQ0029
 DQ0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DQ0029'6.3 MI E FROM SMYER.
 DQ0029'IN LUBBOCK COUNTY, 6.3 MILES EAST ALONG THE PANHANDLE AND SANTA FE
 DQ0029'RAILWAY FROM THE STATION AT SMYER, HOCKLEY COUNTY, 7.0 MILES WEST OF
 DQ0029'DOUD JUNCTION, 120 FEET NORTHWEST OF MILEPOST 7, 51 FEET NORTH OF THE
 DQ0029'CENTERLINE OF THE TRACK, 46 FEET SOUTH OF THE CENTERLINE OF A ROAD,
 DQ0029'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A TRACK BOLT SET IN THE
 DQ0029'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0850 ***********************************************************************
 FL0850  DESIGNATION -  7
 FL0850  PID         -  FL0850
 FL0850  STATE/COUNTY-  TX/CARSON
 FL0850  USGS QUAD   -  SKELLYTOWN (1978)
 FL0850
 FL0850                         *CURRENT SURVEY CONTROL
 FL0850  ___________________________________________________________________
 FL0850* NAD 83(1986)-  35 31 42.     (N)    101 10 25.     (W)     SCALED    
 FL0850* NAVD 88     -      1011.458  (meters)    3318.43   (feet)  ADJUSTED  
 FL0850  ___________________________________________________________________
 FL0850  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0850  DYNAMIC HT  -        1010.332 (meters)    3314.73  (feet)  COMP
 FL0850  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 FL0850
 FL0850  VERT ORDER  -  SECOND    CLASS 0
 FL0850
 FL0850.The horizontal coordinates were scaled from a topographic map and have
 FL0850.an estimated accuracy of +/- 6 seconds.
 FL0850
 FL0850.The orthometric height was determined by differential leveling
 FL0850.and adjusted by the National Geodetic Survey in June 1991..
 FL0850
 FL0850.The geoid height was determined by GEOID03.
 FL0850
 FL0850.The dynamic height is computed by dividing the NAVD 88
 FL0850.geopotential number by the normal gravity value computed on the
 FL0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0850.degrees latitude (g = 980.6199 gals.).
 FL0850
 FL0850.The modeled gravity was interpolated from observed gravity values.
 FL0850
 FL0850;                    North         East    Units  Estimated Accuracy
 FL0850;SPC TX N     - 1,169,600.      229,600.      MT  (+/- 180 meters Scaled)
 FL0850
 FL0850                          SUPERSEDED SURVEY CONTROL
 FL0850
 FL0850  NGVD 29 (??/??/92) 1011.031  (m)         3317.02   (f) ADJ UNCH    2 0
 FL0850
 FL0850.Superseded values are not recommended for survey control.
 FL0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0850.See file dsdata.txt to determine how the superseded data were derived.
 FL0850
 FL0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE029338(NAD 83)
 FL0850_MARKER: B = BOLT
 FL0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0850+STABILITY: SURFACE MOTION
 FL0850
 FL0850  HISTORY     - Date     Condition        Report By
 FL0850  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0850  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0850
 FL0850                          STATION DESCRIPTION
 FL0850
 FL0850'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0850'3.1 MI S FROM SKELLYTOWN.
 FL0850'3.1 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0850'STATION AT SKELLYTOWN, CARSON COUNTY, 8 RAILS SOUTH OF MILEPOST 7,
 FL0850'69.6 FEET EAST OF THE EAST RAIL, AND 2,5 FEET WEST OF THE
 FL0850'NORTH-AND-SOUTH RIGHT-OF-WAY FENCE.  A 1-1/8-INCH SQUARE HEAD IRON
 FL0850'BOLT, SET IN THE TOP OF A 5-INCH CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0651 ***********************************************************************
 FL0651  DESIGNATION -  7
 FL0651  PID         -  FL0651
 FL0651  STATE/COUNTY-  TX/GRAY
 FL0651  USGS QUAD   -  HOOVER (1967)
 FL0651
 FL0651                         *CURRENT SURVEY CONTROL
 FL0651  ___________________________________________________________________
 FL0651* NAD 83(1986)-  35 32 57.     (N)    100 50 00.     (W)     SCALED    
 FL0651* NAVD 88     -       965.493  (meters)    3167.62   (feet)  ADJUSTED  
 FL0651  ___________________________________________________________________
 FL0651  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0651  DYNAMIC HT  -         964.433 (meters)    3164.14  (feet)  COMP
 FL0651  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 FL0651
 FL0651  VERT ORDER  -  SECOND    CLASS 0
 FL0651
 FL0651.The horizontal coordinates were scaled from a topographic map and have
 FL0651.an estimated accuracy of +/- 6 seconds.
 FL0651
 FL0651.The orthometric height was determined by differential leveling
 FL0651.and adjusted by the National Geodetic Survey in June 1991..
 FL0651
 FL0651.The geoid height was determined by GEOID03.
 FL0651
 FL0651.The dynamic height is computed by dividing the NAVD 88
 FL0651.geopotential number by the normal gravity value computed on the
 FL0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0651.degrees latitude (g = 980.6199 gals.).
 FL0651
 FL0651.The modeled gravity was interpolated from observed gravity values.
 FL0651
 FL0651;                    North         East    Units  Estimated Accuracy
 FL0651;SPC TX N     - 1,172,060.      260,440.      MT  (+/- 180 meters Scaled)
 FL0651
 FL0651                          SUPERSEDED SURVEY CONTROL
 FL0651
 FL0651  NGVD 29 (??/??/92)  965.086  (m)         3166.29   (f) ADJ UNCH    2 0
 FL0651
 FL0651.Superseded values are not recommended for survey control.
 FL0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0651.See file dsdata.txt to determine how the superseded data were derived.
 FL0651
 FL0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE338354(NAD 83)
 FL0651_MARKER: B = BOLT
 FL0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0651+STABILITY: SURFACE MOTION
 FL0651
 FL0651  HISTORY     - Date     Condition        Report By
 FL0651  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0651  HISTORY     - 1935     GOOD             NGS
 FL0651  HISTORY     - 1956     MARK NOT FOUND   SOCO
 FL0651
 FL0651                          STATION DESCRIPTION
 FL0651
 FL0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0651'7.0 MI E FROM PAMPA.
 FL0651'7.0 MILES EAST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND
 FL0651'S.F. RAILROAD BETWEEN PAMPA AND LAKETON, AT MILE POST NO. 7.  90.2
 FL0651'FEET SOUTHEAST OF MILE POST 7, 35.7 FEET SOUTH OF SOUTH RAIL, AND 1.4
 FL0651'FEET NORTH OF RIGHT OF WAY FENCE.
 FL0651
 FL0651                          STATION RECOVERY (1956)
 FL0651
 FL0651'RECOVERY NOTE BY STANDARD OIL COMPANY 1956
 FL0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1141 ***********************************************************************
 FL1141  DESIGNATION -  7
 FL1141  PID         -  FL1141
 FL1141  STATE/COUNTY-  TX/POTTER
 FL1141  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1141
 FL1141                         *CURRENT SURVEY CONTROL
 FL1141  ___________________________________________________________________
 FL1141* NAD 83(1986)-  35 17 57.     (N)    101 48 38.     (W)     SCALED    
 FL1141* NAVD 88     -      1042.093  (meters)    3418.93   (feet)  ADJUSTED  
 FL1141  ___________________________________________________________________
 FL1141  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL1141  DYNAMIC HT  -        1040.863 (meters)    3414.90  (feet)  COMP
 FL1141  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 FL1141
 FL1141  VERT ORDER  -  SECOND    CLASS 0
 FL1141
 FL1141.The horizontal coordinates were scaled from a topographic map and have
 FL1141.an estimated accuracy of +/- 6 seconds.
 FL1141
 FL1141.The orthometric height was determined by differential leveling
 FL1141.and adjusted by the National Geodetic Survey in June 1991..
 FL1141
 FL1141.The geoid height was determined by GEOID03.
 FL1141
 FL1141.The dynamic height is computed by dividing the NAVD 88
 FL1141.geopotential number by the normal gravity value computed on the
 FL1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1141.degrees latitude (g = 980.6199 gals.).
 FL1141
 FL1141.The modeled gravity was interpolated from observed gravity values.
 FL1141
 FL1141;                    North         East    Units  Estimated Accuracy
 FL1141;SPC TX N     - 1,144,170.      171,760.      MT  (+/- 180 meters Scaled)
 FL1141
 FL1141                          SUPERSEDED SURVEY CONTROL
 FL1141
 FL1141  NGVD 29 (??/??/92) 1041.588  (m)         3417.28   (f) ADJ UNCH    2 0
 FL1141
 FL1141.Superseded values are not recommended for survey control.
 FL1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1141.See file dsdata.txt to determine how the superseded data were derived.
 FL1141
 FL1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE444098(NAD 83)
 FL1141_MARKER: B = BOLT
 FL1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1141+STABILITY: SURFACE MOTION
 FL1141
 FL1141  HISTORY     - Date     Condition        Report By
 FL1141  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1141  HISTORY     - 1934     GOOD             NGS
 FL1141
 FL1141                          STATION DESCRIPTION
 FL1141
 FL1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1141'8.3 MI NW FROM AMARILLO.
 FL1141'8.3 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1141'AMARILLO, POTTER COUNTY, 240 FEET NORTH OF MILEPOST 7, 73 FEET EAST OF
 FL1141'THE CENTER LINE OF THE TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 FL1141'FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0947 ***********************************************************************
 BZ0947  DESIGNATION -  7 1/2
 BZ0947  PID         -  BZ0947
 BZ0947  STATE/COUNTY-  TX/BELL
 BZ0947  USGS QUAD   -  FORT HOOD (1995)
 BZ0947
 BZ0947                         *CURRENT SURVEY CONTROL
 BZ0947  ___________________________________________________________________
 BZ0947* NAD 83(1986)-  31 08 40.     (N)    097 46 41.     (W)     SCALED    
 BZ0947* NAVD 88     -       292.188  (meters)     958.62   (feet)  ADJUSTED  
 BZ0947  ___________________________________________________________________
 BZ0947  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BZ0947  DYNAMIC HT  -         291.798 (meters)     957.34  (feet)  COMP
 BZ0947  MODELED GRAV-     979,297.1   (mgal)                       NAVD 88
 BZ0947
 BZ0947  VERT ORDER  -  FIRST     CLASS II
 BZ0947
 BZ0947.The horizontal coordinates were scaled from a topographic map and have
 BZ0947.an estimated accuracy of +/- 6 seconds.
 BZ0947
 BZ0947.The orthometric height was determined by differential leveling
 BZ0947.and adjusted by the National Geodetic Survey in June 1991..
 BZ0947
 BZ0947.The geoid height was determined by GEOID03.
 BZ0947
 BZ0947.The dynamic height is computed by dividing the NAVD 88
 BZ0947.geopotential number by the normal gravity value computed on the
 BZ0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0947.degrees latitude (g = 980.6199 gals.).
 BZ0947
 BZ0947.The modeled gravity was interpolated from observed gravity values.
 BZ0947
 BZ0947;                    North         East    Units  Estimated Accuracy
 BZ0947;SPC TX C     - 3,166,620.      943,620.      MT  (+/- 180 meters Scaled)
 BZ0947
 BZ0947                          SUPERSEDED SURVEY CONTROL
 BZ0947
 BZ0947  NGVD 29 (??/??/92)  292.106  (m)          958.35   (f) ADJ UNCH    1 2
 BZ0947
 BZ0947.Superseded values are not recommended for survey control.
 BZ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0947.See file dsdata.txt to determine how the superseded data were derived.
 BZ0947
 BZ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV164462(NAD 83)
 BZ0947_MARKER: DD = SURVEY DISK
 BZ0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0947+STABILITY: SURFACE MOTION
 BZ0947
 BZ0947  HISTORY     - Date     Condition        Report By
 BZ0947  HISTORY     - UNK      MONUMENTED       DOD
 BZ0947  HISTORY     - 1957     GOOD             DOD
 BZ0947  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0947
 BZ0947                          STATION DESCRIPTION
 BZ0947
 BZ0947'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0947'5.8 MI NW FROM KILLEEN.
 BZ0947'5.8 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 3.6 MILES WEST ALONG THE
 BZ0947'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.2 MILE NORTH
 BZ0947'ALONG TWO HUNDRED AND SEVENTY-NINTH STREET, 0.2 MILE EAST ALONG SPUR
 BZ0947'DRIVE, 0.2 MILE NORTH ALONG TWO HUNDRED AND SEVENTY-SEVENTH STREET,
 BZ0947'0.2 MILE EAST ALONG WAREHOUSE AVENUE, 1.0 MILE NORTH ALONG TWO HUNDRED
 BZ0947'AND SEVENTY-SECOND, ONE HUNDRED AND SEVENTY-SECOND AND SEVENTY-SECOND
 BZ0947'STREETS, 0.4 MILE EAST ALONG CENTRAL AVENUE, ON THE FORT HOOD MILITARY
 BZ0947'RESERVATION, 68 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 BZ0947'SIXTY-FIFTH STREET, 53 FEET WEST OF THE CENTERLINE OF SIXTY-FIFTH
 BZ0947'STREET, 3 FEET SOUTHWEST OF A CONCRETE STREET-MARKER, AND SET IN THE
 BZ0947'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 BZ0947
 BZ0947                          STATION RECOVERY (2001)
 BZ0947
 BZ0947'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0121 ***********************************************************************
 CC0121  DESIGNATION -  7 ARD USGS
 CC0121  PID         -  CC0121
 CC0121  STATE/COUNTY-  TX/MIDLAND
 CC0121  USGS QUAD   -  BENGE CORNER (1968)
 CC0121
 CC0121                         *CURRENT SURVEY CONTROL
 CC0121  ___________________________________________________________________
 CC0121* NAD 83(1986)-  31 44 33.     (N)    102 01 08.     (W)     SCALED    
 CC0121* NAVD 88     -       830.580  (meters)    2724.99   (feet)  ADJUSTED  
 CC0121  ___________________________________________________________________
 CC0121  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CC0121  DYNAMIC HT  -         829.402 (meters)    2721.13  (feet)  COMP
 CC0121  MODELED GRAV-     979,194.0   (mgal)                       NAVD 88
 CC0121
 CC0121  VERT ORDER  -  SECOND    CLASS 0
 CC0121
 CC0121.The horizontal coordinates were scaled from a topographic map and have
 CC0121.an estimated accuracy of +/- 6 seconds.
 CC0121
 CC0121.The orthometric height was determined by differential leveling
 CC0121.and adjusted by the National Geodetic Survey in June 1991..
 CC0121
 CC0121.The geoid height was determined by GEOID03.
 CC0121
 CC0121.The dynamic height is computed by dividing the NAVD 88
 CC0121.geopotential number by the normal gravity value computed on the
 CC0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0121.degrees latitude (g = 980.6199 gals.).
 CC0121
 CC0121.The modeled gravity was interpolated from observed gravity values.
 CC0121
 CC0121;                    North         East    Units  Estimated Accuracy
 CC0121;SPC TX C     - 3,231,330.      540,300.      MT  (+/- 180 meters Scaled)
 CC0121
 CC0121                          SUPERSEDED SURVEY CONTROL
 CC0121
 CC0121  NGVD 29 (??/??/92)  830.232  (m)         2723.85   (f) ADJ UNCH    2 0
 CC0121
 CC0121.Superseded values are not recommended for survey control.
 CC0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0121.See file dsdata.txt to determine how the superseded data were derived.
 CC0121
 CC0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR824157(NAD 83)
 CC0121_MARKER: DD = SURVEY DISK
 CC0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0121_STAMPING: 7 ARD 1964
 CC0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0121+STABILITY: SURFACE MOTION
 CC0121
 CC0121  HISTORY     - Date     Condition        Report By
 CC0121  HISTORY     - 1964     MONUMENTED       USGS
 CC0121  HISTORY     - 1967     GOOD             NGS
 CC0121
 CC0121                          STATION DESCRIPTION
 CC0121
 CC0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0121'17.7 MI S FROM MIDLAND.
 CC0121'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0121'THE STATION AT MIDLAND, THENCE 17.55 MILES SOUTH ALONG STATE HIGHWAY
 CC0121'349, 58 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTH OF
 CC0121'THE EXTENDED CENTER LINE OF A GRAVELED ROAD LEADING WEST, 58 1/2 FEET
 CC0121'SOUTH OF A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, 19 FEET WEST
 CC0121'OF A BRACE POLE, 1 1/2 FEET WEST OF A FENCE, 1.6 FEET NORTHEAST OF A
 CC0121'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, A
 CC0121'US GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CC0121'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2038 ***********************************************************************
 AY2038  DESIGNATION -  7 CFD USGS 1972
 AY2038  PID         -  AY2038
 AY2038  STATE/COUNTY-  TX/UVALDE
 AY2038  USGS QUAD   -  LONE TREE HILL (1971)
 AY2038
 AY2038                         *CURRENT SURVEY CONTROL
 AY2038  ___________________________________________________________________
 AY2038* NAD 83(1993)-  29 06 50.22417(N)    099 36 26.11098(W)     ADJUSTED  
 AY2038* NAVD 88     -       276.88   (+/-2cm)     908.4    (feet)  VERTCON   
 AY2038  ___________________________________________________________________
 AY2038  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AY2038  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AY2038
 AY2038  HORZ ORDER  -  SECOND
 AY2038  VERT ORDER  -  THIRD ? (See Below)
 AY2038
 AY2038.The horizontal coordinates were established by classical geodetic methods
 AY2038.and adjusted by the National Geodetic Survey in February 1996..
 AY2038
 AY2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2038.The vertical order pertains to the NGVD 29 superseded value.
 AY2038
 AY2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2038
 AY2038.The geoid height was determined by GEOID03.
 AY2038
 AY2038;                    North         East     Units Scale Factor Converg.
 AY2038;SPC TXSC     - 4,142,080.069   540,902.851   MT  0.99987063   -0 17 51.0
 AY2038;SPC TXSC     -13,589,474.36  1,774,612.10   sFT  0.99987063   -0 17 51.0
 AY2038;UTM  14      - 3,220,762.873   440,917.994   MT  0.99964307   -0 17 43.7
 AY2038
 AY2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2038!SPC TXSC     -   0.99996015  x   0.99987063  =   0.99983079
 AY2038!UTM  14      -   0.99996015  x   0.99964307  =   0.99960323
 AY2038
 AY2038                          SUPERSEDED SURVEY CONTROL
 AY2038
 AY2038  NAD 83(1986)-  29 06 50.22290(N)    099 36 26.09092(W) AD(       ) 2
 AY2038  NAD 27      -  29 06 49.35187(N)    099 36 24.90181(W) AD(       ) 2
 AY2038  NGVD 29 (07/19/86)  276.75   (m)          908.0    (f) LEVELING    3  
 AY2038
 AY2038.Superseded values are not recommended for survey control.
 AY2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2038.See file dsdata.txt to determine how the superseded data were derived.
 AY2038
 AY2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT4091820763(NAD 83)
 AY2038_MARKER: DD = SURVEY DISK
 AY2038_SETTING: 66 = SET IN ROCK OUTCROP
 AY2038_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AY2038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2038+STABILITY: POSITION/ELEVATION WELL
 AY2038
 AY2038  HISTORY     - Date     Condition        Report By
 AY2038  HISTORY     - 1972     MONUMENTED       USGS
 AY2038
 AY2038                          STATION DESCRIPTION
 AY2038
 AY2038'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (ILC)
 AY2038'THE STATION, 7 CFD (USGS), IS A U.S. GEOLOGICAL SURVEY STATION MARK
 AY2038'DISK, STAMPED 7 CFD 1971, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 AY2038'BEDROCK, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 86.0 FEET
 AY2038'WEST OF A TELEPHONE LINE POLE, 65.0 FEET SOUTH OF THE CENTER OF A
 AY2038'PAVED ROAD, 4.8 FEET SOUTH OF A FENCE AND 3.0 FEET SOUTH OF A
 AY2038'WITNESS POST.
 AY2038'
 AY2038'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION KINCAID,
 AY2038'THE DISTANCE BEING 8.442 METERS (27.70 FEET) SOUTHEAST OF STATION
 AY2038'KINCAID.
 AY2038'
 AY2038'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 117 AND 140 AT
 AY2038'THE SOUTH EDGE OF UVALDE, GO SOUTHEAST ON ROAD 140 FOR 8.6 MILES TO
 AY2038'A POINT WHERE THE ROAD CURVES LEFT AND GRAVELED ROAD CONTINUES
 AY2038'AHEAD.  BEAR LEFT AND GO EAST-NORTHEAST AND THEN SOUTHEAST ON ROAD
 AY2038'140 FOR 4.25 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1736 ***********************************************************************
 BK1736  DESIGNATION -  7 JLP
 BK1736  PID         -  BK1736
 BK1736  STATE/COUNTY-  TX/ORANGE
 BK1736  USGS QUAD   -  ECHO (1994)
 BK1736
 BK1736                         *CURRENT SURVEY CONTROL
 BK1736  ___________________________________________________________________
 BK1736* NAD 83(1986)-  30 09 12.     (N)    093 43 42.     (W)     SCALED    
 BK1736* NAVD 88     -         5.178  (meters)      16.99   (feet)  ADJUSTED  
 BK1736  ___________________________________________________________________
 BK1736  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BK1736  DYNAMIC HT  -           5.171 (meters)      16.97  (feet)  COMP
 BK1736  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 BK1736
 BK1736  VERT ORDER  -  FIRST     CLASS I
 BK1736
 BK1736.The horizontal coordinates were scaled from a topographic map and have
 BK1736.an estimated accuracy of +/- 6 seconds.
 BK1736
 BK1736.The orthometric height was determined by differential leveling
 BK1736.and adjusted by the National Geodetic Survey in June 1991..
 BK1736
 BK1736.The geoid height was determined by GEOID03.
 BK1736
 BK1736.The dynamic height is computed by dividing the NAVD 88
 BK1736.geopotential number by the normal gravity value computed on the
 BK1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1736.degrees latitude (g = 980.6199 gals.).
 BK1736
 BK1736.The modeled gravity was interpolated from observed gravity values.
 BK1736
 BK1736;                    North         East    Units  Estimated Accuracy
 BK1736;SPC TX C     - 3,072,840.    1,335,930.      MT  (+/- 180 meters Scaled)
 BK1736
 BK1736                          SUPERSEDED SURVEY CONTROL
 BK1736
 BK1736  NGVD 29 (??/??/??)    5.138  (m)           16.86   (f) ADJUSTED    1 1
 BK1736
 BK1736.Superseded values are not recommended for survey control.
 BK1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1736.See file dsdata.txt to determine how the superseded data were derived.
 BK1736
 BK1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP298360(NAD 83)
 BK1736_MARKER: DD = SURVEY DISK
 BK1736_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BK1736_SP_SET: HEADWALL
 BK1736_STAMPING: 7 JLP 1969
 BK1736_MARK LOGO: USGS  
 BK1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1736+STABILITY: SURFACE MOTION
 BK1736
 BK1736  HISTORY     - Date     Condition        Report By
 BK1736  HISTORY     - 1969     MONUMENTED       USGS
 BK1736  HISTORY     - 1972     GOOD             NGS
 BK1736  HISTORY     - 1981     GOOD             NGS
 BK1736  HISTORY     - 1986     GOOD             NGS
 BK1736  HISTORY     - 1988     GOOD             USPSQD
 BK1736  HISTORY     - 19880924 MARK NOT FOUND   USPSQD
 BK1736  HISTORY     - 20010401 MARK NOT FOUND   USPSQD
 BK1736  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1736  HISTORY     - 20040214 GOOD             USPSQD
 BK1736
 BK1736                          STATION DESCRIPTION
 BK1736
 BK1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1736'0.7 MI NW FROM ECHO.
 BK1736'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE ALPHA
 BK1736'PORTLAND CEMENT PLANT AT ECHO, THENCE ABOUT 0.4 MILE NORTHWEST ALONG A
 BK1736'PAVED ROAD, AT THE JUNCTION OF FARM ROAD 736, 0.3 MILE EAST OF THE
 BK1736'JUNCTION OF FARM ROAD 1136 LEADING NORTH, 24 FEET NORTH OF THE CENTER
 BK1736'LINE OF FARM ROAD 736, 33 FEET EAST OF THE CENTER LINE OF A NARROW
 BK1736'PAVED ROAD LEADING NORTH, 39 FEET SOUTH OF THE IRON PIPE CORNER POST
 BK1736'FOR A CHAIN LINK FENCE, SET IN THE TOP AND IN THE CENTER OF THE NORTH
 BK1736'CONCRETE HEAD WALL FOR AN 18-INCH PIPE CULVERT AND ABOUT 1/2 FOOT
 BK1736'BELOW THE LEVEL OF THE ROAD.
 BK1736
 BK1736                          STATION RECOVERY (1981)
 BK1736
 BK1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1736'RECOVERED IN GOOD CONDITION.
 BK1736
 BK1736                          STATION RECOVERY (1986)
 BK1736
 BK1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1736'RECOVERED IN GOOD CONDITION.
 BK1736
 BK1736                          STATION RECOVERY (1988)
 BK1736
 BK1736'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHH)
 BK1736'RECOVERED IN GOOD CONDITION.
 BK1736
 BK1736                          STATION RECOVERY (1988)
 BK1736
 BK1736'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1736'MARK NOT FOUND.
 BK1736
 BK1736                          STATION RECOVERY (2001)
 BK1736
 BK1736'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1736'MARK NOT FOUND.
 BK1736
 BK1736                          STATION RECOVERY (2002)
 BK1736
 BK1736'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1736'MARK NOT FOUND.
 BK1736
 BK1736                          STATION RECOVERY (2004)
 BK1736
 BK1736'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMM)
 BK1736'LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF FM 736
 BK1736'(RAILROAD AVENUE) AND HOLLIMAN CIRCLE.  LOCATED ON THE HEADWALL FOR
 BK1736'THE CULVERT THAT RUNS FROM THAT POINT UNDER FM 736.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0450 ***********************************************************************
 CE0450  DESIGNATION -  7 REB
 CE0450  PID         -  CE0450
 CE0450  STATE/COUNTY-  TX/EL PASO
 CE0450  USGS QUAD   -  CANUTILLO (1995)
 CE0450
 CE0450                         *CURRENT SURVEY CONTROL
 CE0450  ___________________________________________________________________
 CE0450* NAD 83(1986)-  31 59 56.     (N)    106 36 22.     (W)     SCALED    
 CE0450* NAVD 88     -      1158.528  (meters)    3800.94   (feet)  ADJUSTED  
 CE0450  ___________________________________________________________________
 CE0450  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CE0450  DYNAMIC HT  -        1156.811 (meters)    3795.30  (feet)  COMP
 CE0450  MODELED GRAV-     979,117.6   (mgal)                       NAVD 88
 CE0450
 CE0450  VERT ORDER  -  FIRST     CLASS II
 CE0450
 CE0450.The horizontal coordinates were scaled from a topographic map and have
 CE0450.an estimated accuracy of +/- 6 seconds.
 CE0450
 CE0450.The orthometric height was determined by differential leveling
 CE0450.and adjusted by the National Geodetic Survey in June 1991..
 CE0450
 CE0450.The geoid height was determined by GEOID03.
 CE0450
 CE0450.The dynamic height is computed by dividing the NAVD 88
 CE0450.geopotential number by the normal gravity value computed on the
 CE0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0450.degrees latitude (g = 980.6199 gals.).
 CE0450
 CE0450.The modeled gravity was interpolated from observed gravity values.
 CE0450
 CE0450;                    North         East    Units  Estimated Accuracy
 CE0450;SPC TX C     - 3,275,260.      107,550.      MT  (+/- 180 meters Scaled)
 CE0450
 CE0450                          SUPERSEDED SURVEY CONTROL
 CE0450
 CE0450.No superseded survey control is available for this station.
 CE0450
 CE0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR482414(NAD 83)
 CE0450_MARKER: DB = BENCH MARK DISK
 CE0450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0450_SP_SET: CULVERT HEADWALL
 CE0450_STAMPING: 7 REB 1979
 CE0450_MARK LOGO: USGS  
 CE0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0450+STABILITY: SURFACE MOTION
 CE0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0450+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0450
 CE0450  HISTORY     - Date     Condition        Report By
 CE0450  HISTORY     - 1979     MONUMENTED       USGS
 CE0450  HISTORY     - 1981     GOOD             NGS
 CE0450  HISTORY     - 19940418 GOOD             NGS
 CE0450
 CE0450                          STATION DESCRIPTION
 CE0450
 CE0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0450'0.2 KM (0.1 MI) SOUTH FROM ANTHONY.
 CE0450'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0450'0.2 KM (0.1 MI) SOUTHERLY ALONG STATE HIGHWAY 20 FROM THE CITY HALL
 CE0450'IN ANTHONY, IN TOP OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 CE0450'CULVERT, ACROSS THE HIGHWAY FROM THE CAMINO REAL SHOPPING CENTER,
 CE0450'58.8 METERS (193.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE
 CE0450'INTERSECTION OF FARM ROAD 1905, 25.3 METERS (83.1 FT) EAST OF THE
 CE0450'NEAR RAIL OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 8.6 METERS
 CE0450'(28.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 2.7 METERS (9.0 FT)
 CE0450'EAST OF UTILITY POLE NUMBER 7589 WITH A STREET LAMP AND 0.3 METER
 CE0450'(1.0 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
 CE0450
 CE0450                          STATION RECOVERY (1994)
 CE0450
 CE0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0450'9.4 KM (5.85 MI) NORTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0450'THE POST OFFICE IN CANUTILLO, IN TOP OF AND 0.4 M (1.3 FT) NORTH OF
 CE0450'THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A BOX CULVERT UNDER
 CE0450'THE HIGHWAY, 58.8 M (192.9 FT) SOUTH OF THE CENTER OF FARM ROAD 1905,
 CE0450'25.3 M (83.0 FT) EAST OF THE NEAR RAIL OF THE MAIN TRACK OF THE SANTA
 CE0450'FE RAILROAD, 8.5 M (27.9 FT) WEST OF THE HIGHWAY CENTERLINE, 3.1 M
 CE0450'(10.2 FT) EAST OF UTILITY POLE NUMBER 589, AND 0.3 M (1.0 FT) BELOW
 CE0450'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1472 ***********************************************************************
 DN1472  DESIGNATION -  7 TJO
 DN1472  PID         -  DN1472
 DN1472  STATE/COUNTY-  TX/COOKE
 DN1472  USGS QUAD   -  ERA (1978)
 DN1472
 DN1472                         *CURRENT SURVEY CONTROL
 DN1472  ___________________________________________________________________
 DN1472* NAD 83(1993)-  33 27 38.36116(N)    097 15 15.27617(W)     ADJUSTED  
 DN1472* NAVD 88     -       257.40   (+/-2cm)     844.5    (feet)  VERTCON   
 DN1472  ___________________________________________________________________
 DN1472  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 DN1472  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 DN1472
 DN1472  HORZ ORDER  -  THIRD
 DN1472  VERT ORDER  -  THIRD ? (See Below)
 DN1472
 DN1472.The horizontal coordinates were established by classical geodetic methods
 DN1472.and adjusted by the National Geodetic Survey in February 1996..
 DN1472
 DN1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1472.The vertical order pertains to the NGVD 29 superseded value.
 DN1472
 DN1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1472
 DN1472.The geoid height was determined by GEOID03.
 DN1472
 DN1472;                    North         East     Units Scale Factor Converg.
 DN1472;SPC TXNC     - 2,199,624.041   715,796.690   MT  0.99989802   +0 40 45.9
 DN1472;SPC TXNC     - 7,216,599.87  2,348,409.64   sFT  0.99989802   +0 40 45.9
 DN1472;UTM  14      - 3,703,720.218   662,238.496   MT  0.99992451   +0 57 45.9
 DN1472
 DN1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1472!SPC TXNC     -   0.99996362  x   0.99989802  =   0.99986164
 DN1472!UTM  14      -   0.99996362  x   0.99992451  =   0.99988813
 DN1472
 DN1472                          SUPERSEDED SURVEY CONTROL
 DN1472
 DN1472  NAD 83(1993)-  33 27 38.36283(N)    097 15 15.27233(W) AD(       ) 3
 DN1472  NAD 83(1986)-  33 27 38.36645(N)    097 15 15.26541(W) AD(       ) 3
 DN1472  NGVD 29 (07/26/91)  257.37   (m)          844.4    (f) LEVELING    3  
 DN1472
 DN1472.Superseded values are not recommended for survey control.
 DN1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1472.See file dsdata.txt to determine how the superseded data were derived.
 DN1472
 DN1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6223803720(NAD 83)
 DN1472_MARKER: DS = TRIANGULATION STATION DISK
 DN1472_SETTING: 0 = UNSPECIFIED SETTING
 DN1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1472+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DN1472
 DN1472  HISTORY     - Date     Condition        Report By
 DN1472  HISTORY     - 1958     MONUMENTED       USGS
 DN1472  HISTORY     - 19950602 GOOD             USPSQD
 DN1472  HISTORY     - 20051112 GOOD             USPSQD
 DN1472
 DN1472                          STATION DESCRIPTION
 DN1472
 DN1472'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1472'STATION IS IN COOKE COUNTY, TEXAS, ABOUT 3 MI. SE. OF ERA, 2 MI. W. OF
 DN1472'LOIS AND 2 MI. E. OF TEXAS STATE HIGHWAY 51, 180 FT. S. OF A
 DN1472'T-JUNCTION OF A N-S. RD., AND DRIVE INTO A FARM YARD E. AND 20 FT. E.
 DN1472'OF THE N-S. RD.
 DN1472'
 DN1472'ALSO SEE LEVEL DESCRIPTION BY T. J. OBRIEN (USGS) IN DENTON NO. 2
 DN1472'LEVEL LIST.
 DN1472'
 DN1472'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING ABOUT
 DN1472'0.3 FT. AND STAMPED---7 TJO - 1958---.
 DN1472
 DN1472                          STATION RECOVERY (1995)
 DN1472
 DN1472'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1472'RECOVERED IN GOOD CONDITION.
 DN1472
 DN1472                          STATION RECOVERY (2005)
 DN1472
 DN1472'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 DN1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1078 ***********************************************************************
 AY1078  DESIGNATION -  7 TXHD
 AY1078  PID         -  AY1078
 AY1078  STATE/COUNTY-  TX/KENDALL
 AY1078  USGS QUAD   -  BOERNE (1982)
 AY1078
 AY1078                         *CURRENT SURVEY CONTROL
 AY1078  ___________________________________________________________________
 AY1078* NAD 83(1986)-  29 46 49.     (N)    098 43 59.     (W)     SCALED    
 AY1078* NAVD 88     -       441.719  (meters)    1449.21   (feet)  ADJUSTED  
 AY1078  ___________________________________________________________________
 AY1078  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AY1078  DYNAMIC HT  -         441.077 (meters)    1447.10  (feet)  COMP
 AY1078  MODELED GRAV-     979,175.4   (mgal)                       NAVD 88
 AY1078
 AY1078  VERT ORDER  -  FIRST     CLASS II
 AY1078
 AY1078.The horizontal coordinates were scaled from a topographic map and have
 AY1078.an estimated accuracy of +/- 6 seconds.
 AY1078
 AY1078.The orthometric height was determined by differential leveling
 AY1078.and adjusted by the National Geodetic Survey in June 1991..
 AY1078.WARNING-Repeat measurements at this control monument indicate possible
 AY1078.vertical movement.
 AY1078
 AY1078.The geoid height was determined by GEOID03.
 AY1078
 AY1078.The dynamic height is computed by dividing the NAVD 88
 AY1078.geopotential number by the normal gravity value computed on the
 AY1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1078.degrees latitude (g = 980.6199 gals.).
 AY1078
 AY1078.The modeled gravity was interpolated from observed gravity values.
 AY1078
 AY1078;                    North         East    Units  Estimated Accuracy
 AY1078;SPC TXSC     - 4,215,800.      625,810.      MT  (+/- 180 meters Scaled)
 AY1078
 AY1078                          SUPERSEDED SURVEY CONTROL
 AY1078
 AY1078.No superseded survey control is available for this station.
 AY1078
 AY1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT258944(NAD 83)
 AY1078_MARKER: DD = SURVEY DISK
 AY1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1078_MARK LOGO: TXHD  
 AY1078_PROJECTION: PROJECTING 3 CENTIMETERS
 AY1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1078+STABILITY: SURFACE MOTION
 AY1078
 AY1078  HISTORY     - Date     Condition        Report By
 AY1078  HISTORY     - UNK      MONUMENTED       TXHD
 AY1078  HISTORY     - 1953     GOOD             NGS
 AY1078  HISTORY     - 1982     GOOD             NGS
 AY1078
 AY1078                          STATION DESCRIPTION
 AY1078
 AY1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1078'0.9 MI S FROM BOERNE.
 AY1078'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1078'400 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTH OF THE
 AY1078'CENTER LINE OF A FARM ROAD WHICH IS NOW UNDER CONSTRUCTION, 26 FEET
 AY1078'EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 2 FEET SOUTH
 AY1078'OF AN 8 INCH OAK TREE, 1.6 FEET SOUTH OF A WITNESS POST, SET IN THE
 AY1078'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AY1078
 AY1078                          STATION RECOVERY (1982)
 AY1078
 AY1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1078'THE MARK IS AT THE INTERSECTION OF WANDA STREET AND STATE HIGHWAY 46
 AY1078'WEST, (WEST BANDERA ROAD) IN BOERNE, 12.1 METERS (40.0 FT) NORTH OF
 AY1078'THE CENTERLINE OF HIGHWAY 46, 7.9 METERS (26.0 FT) EAST OF THE CENTER
 AY1078'OF WANDA STREET, 2.7 METERS (9.0 FT) SOUTHEAST OF A FIRE HYDRANT,
 AY1078'1.0 METER (3.5 FT) EAST OF A STREET LIGHT POLE.
 AY1078'THE MARK IS 0.46 M ABOVE HIGHWAY 46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2854 ***********************************************************************
 AW2854  DESIGNATION -  7 TXRD
 AW2854  PID         -  AW2854
 AW2854  STATE/COUNTY-  TX/HARRIS
 AW2854  USGS QUAD   -  MONT BELVIEU (1994)
 AW2854
 AW2854                         *CURRENT SURVEY CONTROL
 AW2854  ___________________________________________________________________
 AW2854* NAD 83(1986)-  29 46 09.     (N)    094 54 55.     (W)     SCALED    
 AW2854* NAVD 88     -         1.81   (+/-2cm)       5.9    (feet)  VERTCON   
 AW2854  ___________________________________________________________________
 AW2854  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2854
 AW2854  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2854
 AW2854.The horizontal coordinates were scaled from a topographic map and have
 AW2854.an estimated accuracy of +/- 6 seconds.
 AW2854
 AW2854.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2854.The vertical order pertains to the NGVD 29 superseded value.
 AW2854
 AW2854.The geoid height was determined by GEOID03.
 AW2854
 AW2854;                    North         East    Units  Estimated Accuracy
 AW2854;SPC TXSC     - 4,221,440.      994,910.      MT  (+/- 180 meters Scaled)
 AW2854
 AW2854                          SUPERSEDED SURVEY CONTROL
 AW2854
 AW2854  NGVD 29 (??/??/92)    1.81   (m)            5.9    (f) COMPUTED    1 2
 AW2854
 AW2854.Superseded values are not recommended for survey control.
 AW2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2854.See file dsdata.txt to determine how the superseded data were derived.
 AW2854
 AW2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN148947(NAD 83)
 AW2854_MARKER: DD = SURVEY DISK
 AW2854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2854+STABILITY: SURFACE MOTION
 AW2854
 AW2854  HISTORY     - Date     Condition        Report By
 AW2854  HISTORY     - UNK      MONUMENTED       TXRD
 AW2854  HISTORY     - 1936     GOOD             NGS
 AW2854  HISTORY     - 1937     GOOD             NGS
 AW2854  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AW2854
 AW2854                          STATION DESCRIPTION
 AW2854
 AW2854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW2854'4.9 MI NE FROM GOOSE CREEK.
 AW2854'4.9 MILES NORTHEAST OF THE MUNICIPAL BUILDING ALONG HIGHWAY BETWEEN
 AW2854'GOOSE CREEK AND COVE, 125 FEET SOUTH OF THE CENTER LINE OF CEDAR BAYOU
 AW2854'AND THE CHAMBERS-HARRIS COUNTY LINE, AND 20 FEET SOUTHWEST OF 20 INCH
 AW2854'PINE TREE.
 AW2854
 AW2854                          STATION RECOVERY (1937)
 AW2854
 AW2854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 AW2854'RECOVERED IN GOOD CONDITION.
 AW2854
 AW2854                          STATION RECOVERY (1997)
 AW2854
 AW2854'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1475 ***********************************************************************
 AJ1475  DESIGNATION -  7 WR
 AJ1475  PID         -  AJ1475
 AJ1475  STATE/COUNTY-  TX/WEBB
 AJ1475  USGS QUAD   -  SAN PEDRO HILL (1983)
 AJ1475
 AJ1475                         *CURRENT SURVEY CONTROL
 AJ1475  ___________________________________________________________________
 AJ1475* NAD 83(1986)-  27 45 45.     (N)    099 45 52.     (W)     SCALED    
 AJ1475* NAVD 88     -       182.05   (+/-2cm)     597.3    (feet)  VERTCON   
 AJ1475  ___________________________________________________________________
 AJ1475  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AJ1475
 AJ1475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1475
 AJ1475.The horizontal coordinates were scaled from a topographic map and have
 AJ1475.an estimated accuracy of +/- 6 seconds.
 AJ1475
 AJ1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1475.The vertical order pertains to the NGVD 29 superseded value.
 AJ1475
 AJ1475.The geoid height was determined by GEOID03.
 AJ1475
 AJ1475;                    North         East    Units  Estimated Accuracy
 AJ1475;SPC TX S     - 5,232,830.      175,360.      MT  (+/- 180 meters Scaled)
 AJ1475
 AJ1475                          SUPERSEDED SURVEY CONTROL
 AJ1475
 AJ1475  NGVD 29 (??/??/92)  182.03   (m)          597.2    (f) COMPUTED    2 0
 AJ1475
 AJ1475.Superseded values are not recommended for survey control.
 AJ1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1475.See file dsdata.txt to determine how the superseded data were derived.
 AJ1475
 AJ1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR246711(NAD 83)
 AJ1475_MARKER: DB = BENCH MARK DISK
 AJ1475_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1475_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1475_STAMPING: 7 WR 597 1964
 AJ1475_MARK LOGO: USGS  
 AJ1475_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1475
 AJ1475  HISTORY     - Date     Condition        Report By
 AJ1475  HISTORY     - 1964     MONUMENTED       USGS
 AJ1475
 AJ1475                          STATION DESCRIPTION
 AJ1475
 AJ1475'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1475'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 20.6 MILES NORTHWEST
 AJ1475'ALONG TEXAS FARM ROAD 1472, ABOUT 1.5 MILES SOUTHEAST OF THE OLD
 AJ1475'MINING TOWN SANTO TOMAS, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AJ1475'ROAD AT THE JUNCTION OF LA MESA ROAD NORTH, 2 FEET NORTH OF A
 AJ1475'RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AJ1475'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0759 ***********************************************************************
 CE0759  DESIGNATION -  7 X
 CE0759  PID         -  CE0759
 CE0759  STATE/COUNTY-  TX/EL PASO
 CE0759  USGS QUAD   -  EL PASO (1997)
 CE0759
 CE0759                         *CURRENT SURVEY CONTROL
 CE0759  ___________________________________________________________________
 CE0759* NAD 83(1986)-  31 45 02.     (N)    106 24 50.     (W)     SCALED    
 CE0759* NAVD 88     -      1127.764  (meters)    3700.01   (feet)  ADJUSTED  
 CE0759  ___________________________________________________________________
 CE0759  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0759  DYNAMIC HT  -        1126.047 (meters)    3694.37  (feet)  COMP
 CE0759  MODELED GRAV-     979,079.7   (mgal)                       NAVD 88
 CE0759
 CE0759  VERT ORDER  -  FIRST     CLASS I
 CE0759
 CE0759.The horizontal coordinates were scaled from a topographic map and have
 CE0759.an estimated accuracy of +/- 6 seconds.
 CE0759
 CE0759.The orthometric height was determined by differential leveling
 CE0759.and adjusted by the National Geodetic Survey in November 1996..
 CE0759
 CE0759.The geoid height was determined by GEOID03.
 CE0759
 CE0759.The dynamic height is computed by dividing the NAVD 88
 CE0759.geopotential number by the normal gravity value computed on the
 CE0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0759.degrees latitude (g = 980.6199 gals.).
 CE0759
 CE0759.The modeled gravity was interpolated from observed gravity values.
 CE0759
 CE0759;                    North         East    Units  Estimated Accuracy
 CE0759;SPC TX C     - 3,246,760.      124,190.      MT  (+/- 180 meters Scaled)
 CE0759
 CE0759                          SUPERSEDED SURVEY CONTROL
 CE0759
 CE0759.No superseded survey control is available for this station.
 CE0759
 CE0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR660136(NAD 83)
 CE0759_MARKER: DU = BOUNDARY MARKER
 CE0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0759_SP_SET: CONCRETE POST
 CE0759_MARK LOGO: IBWC  
 CE0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0759+STABILITY: SURFACE MOTION
 CE0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0759+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0759
 CE0759  HISTORY     - Date     Condition        Report By
 CE0759  HISTORY     - UNK      MONUMENTED       IBWC
 CE0759  HISTORY     - 19930112 GOOD             NGS
 CE0759
 CE0759                          STATION DESCRIPTION
 CE0759
 CE0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0759'8.1 KM (5.05 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0759'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0759'EL PASO, 0.4 KM (0.25 MI) EAST OF THE INTERSECTION OF FONSECA DRIVE,
 CE0759'3.4 M (11.2 FT) SOUTHWEST OF A METAL PIPE STAMPED P.T. 109+00 19, 3.3
 CE0759'M (10.8 FT) SOUTHWEST OF A WOOD POST WITH A WITNESS SIGN ATTACHED,
 CE0759'2.7 M (8.9 FT) NORTHEAST OF THE ROAD CENTER, AND THE MONUMENT IS
 CE0759'RECESSED 0.3 M (1.0 FT) BELOW THE ROAD SURFACE.  NOTE--THE DISK IS
 CE0759'UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0101 ***********************************************************************
 GK0101  DESIGNATION -  70
 GK0101  PID         -  GK0101
 GK0101  STATE/COUNTY-  TX/OCHILTREE
 GK0101  USGS QUAD   -  FARNSWORTH (1973)
 GK0101
 GK0101                         *CURRENT SURVEY CONTROL
 GK0101  ___________________________________________________________________
 GK0101* NAD 83(1986)-  36 18 39.     (N)    100 59 21.     (W)     SCALED    
 GK0101* NAVD 88     -       913.674  (meters)    2997.61   (feet)  ADJUSTED  
 GK0101  ___________________________________________________________________
 GK0101  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 GK0101  DYNAMIC HT  -         912.707 (meters)    2994.44  (feet)  COMP
 GK0101  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 GK0101
 GK0101  VERT ORDER  -  SECOND    CLASS 0
 GK0101
 GK0101.The horizontal coordinates were scaled from a topographic map and have
 GK0101.an estimated accuracy of +/- 6 seconds.
 GK0101
 GK0101.The orthometric height was determined by differential leveling
 GK0101.and adjusted by the National Geodetic Survey in June 1991..
 GK0101.WARNING-Repeat measurements at this control monument indicate possible
 GK0101.vertical movement.
 GK0101
 GK0101.The geoid height was determined by GEOID03.
 GK0101
 GK0101.The dynamic height is computed by dividing the NAVD 88
 GK0101.geopotential number by the normal gravity value computed on the
 GK0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0101.degrees latitude (g = 980.6199 gals.).
 GK0101
 GK0101.The modeled gravity was interpolated from observed gravity values.
 GK0101
 GK0101;                    North         East    Units  Estimated Accuracy
 GK0101;SPC TX N     - 1,256,490.      245,880.      MT  (+/- 180 meters Scaled)
 GK0101
 GK0101                          SUPERSEDED SURVEY CONTROL
 GK0101
 GK0101  NGVD 29 (??/??/92)  913.266  (m)         2996.27   (f) ADJ UNCH    2 0
 GK0101
 GK0101.Superseded values are not recommended for survey control.
 GK0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0101.See file dsdata.txt to determine how the superseded data were derived.
 GK0101
 GK0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF214202(NAD 83)
 GK0101_MARKER: DR = REFERENCE MARK DISK
 GK0101_SETTING: 0 = UNSPECIFIED SETTING
 GK0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0101
 GK0101  HISTORY     - Date     Condition        Report By
 GK0101  HISTORY     - UNK      MONUMENTED
 GK0101  HISTORY     - 1943     GOOD             NGS
 GK0101
 GK0101                          STATION DESCRIPTION
 GK0101
 GK0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0101'1.3 MI SW FROM FARNSWORTH.
 GK0101'ABOUT 1.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 GK0101'FROM THE STATION AT FARNSWORTH, OCHILTREE COUNTY, 58.0 FEET NORTHEAST
 GK0101'OF MILEPOST 70, 44.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.0 FEET
 GK0101'SOUTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6474 ***********************************************************************
 AW6474  DESIGNATION -  700 63.18 400L USE 1948
 AW6474  PID         -  AW6474
 AW6474  STATE/COUNTY-  TX/HARRIS
 AW6474  USGS QUAD   -  PASADENA (1995)
 AW6474
 AW6474                         *CURRENT SURVEY CONTROL
 AW6474  ___________________________________________________________________
 AW6474* NAD 83(1993)-  29 44 10.50557(N)    095 08 07.53891(W)     ADJUSTED  
 AW6474* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6474  ___________________________________________________________________
 AW6474  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6474  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6474
 AW6474  HORZ ORDER  -  THIRD
 AW6474
 AW6474.The horizontal coordinates were established by classical geodetic methods
 AW6474.and adjusted by the National Geodetic Survey in February 1996..
 AW6474
 AW6474.The orthometric height was scaled from a topographic map.
 AW6474
 AW6474.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6474
 AW6474.The geoid height was determined by GEOID03.
 AW6474
 AW6474;                    North         East     Units Scale Factor Converg.
 AW6474;SPC TXSC     - 4,217,070.893   973,750.275   MT  0.99988769   +1 53 35.9
 AW6474;SPC TXSC     -13,835,506.75  3,194,712.36   sFT  0.99988769   +1 53 35.9
 AW6474;UTM  15      - 3,291,469.969   293,476.060   MT  1.00012628   -1 03 34.4
 AW6474
 AW6474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6474!SPC TXSC     -   1.00000427  x   0.99988769  =   0.99989196
 AW6474!UTM  15      -   1.00000427  x   1.00012628  =   1.00013055
 AW6474
 AW6474|---------------------------------------------------------------------|
 AW6474| PID    Reference Object                     Distance      Geod. Az  |
 AW6474|                                                           dddmmss.s |
 AW6474| AW6472 HOUSTON SHIP CHAN LT 74 1955        319.002 METERS 28219     |
 AW6474| AW6473 710 00 500L USE 1948                323.340 METERS 29301     |
 AW6474|---------------------------------------------------------------------|
 AW6474
 AW6474                          SUPERSEDED SURVEY CONTROL
 AW6474
 AW6474  NAD 83(1986)-  29 44 10.52082(N)    095 08 07.52005(W) AD(       ) 3
 AW6474  NAD 27      -  29 44 09.70044(N)    095 08 06.76742(W) AD(       ) 3
 AW6474
 AW6474.Superseded values are not recommended for survey control.
 AW6474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6474.See file dsdata.txt to determine how the superseded data were derived.
 AW6474
 AW6474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9347691470(NAD 83)
 AW6474_MARKER: DD = SURVEY DISK
 AW6474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6474+STABILITY: SURFACE MOTION
 AW6474
 AW6474  HISTORY     - Date     Condition        Report By
 AW6474  HISTORY     - 1948     MONUMENTED       USE
 AW6474  HISTORY     - 1955     GOOD             CGS
 AW6474
 AW6474                          STATION DESCRIPTION
 AW6474
 AW6474'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6474'LOCATED APPROXIMATELY 1500 FT. NW OF BOGGY BAYOU BASIN, AT
 AW6474'THE NE MEAN HIGH-WATERLINE OF THE HOUSTON SHIP CHANNEL,
 AW6474'ON THE W SHORE OF A SMALL INLET THAT LEADS N TO A SPOIL
 AW6474'DUMPING AREA, AND APPROXIMATELY 1000 FT. W OF CHANNEL LIGHT
 AW6474'NO. 74.  THE MONUMENT IS IN DANGER OF BEING DESTROYED AS THE
 AW6474'WAVE ACTION HAS ALREADY LOOSENED IT.
 AW6474'
 AW6474'A U.S.E. DISK, STAMPED 700+63.18 AND SET IN THE TOP OF A
 AW6474'15-IN. ROUND CONCRETE MONUMENT.
 AW6474'
 AW6474'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6474'
 AW6474'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3019 ***********************************************************************
 AW3019  DESIGNATION -  70+00 650
 AW3019  PID         -  AW3019
 AW3019  STATE/COUNTY-  TX/HARRIS
 AW3019  USGS QUAD   -  MORGANS POINT (1993)
 AW3019
 AW3019                         *CURRENT SURVEY CONTROL
 AW3019  ___________________________________________________________________
 AW3019* NAD 83(1986)-  29 41 54.     (N)    094 59 43.     (W)     SCALED    
 AW3019* NAVD 88     -         1.15   (+/-2cm)       3.8    (feet)  VERTCON   
 AW3019  ___________________________________________________________________
 AW3019  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3019
 AW3019  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3019
 AW3019.The horizontal coordinates were scaled from a topographic map and have
 AW3019.an estimated accuracy of +/- 6 seconds.
 AW3019
 AW3019.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3019.The vertical order pertains to the NGVD 29 superseded value.
 AW3019
 AW3019.The geoid height was determined by GEOID03.
 AW3019
 AW3019;                    North         East    Units  Estimated Accuracy
 AW3019;SPC TXSC     - 4,213,330.      987,440.      MT  (+/- 180 meters Scaled)
 AW3019
 AW3019                          SUPERSEDED SURVEY CONTROL
 AW3019
 AW3019  NGVD 29 (??/??/92)    1.145  (m)            3.76   (f) ADJ UNCH    1 2
 AW3019
 AW3019.Superseded values are not recommended for survey control.
 AW3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3019.See file dsdata.txt to determine how the superseded data were derived.
 AW3019
 AW3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN069870(NAD 83)
 AW3019_MARKER: DD = SURVEY DISK
 AW3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3019_STAMPING: 70+00 650
 AW3019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3019+STABILITY: SURFACE MOTION
 AW3019
 AW3019  HISTORY     - Date     Condition        Report By
 AW3019  HISTORY     - UNK      MONUMENTED       USE
 AW3019  HISTORY     - 1964     GOOD             NGS
 AW3019
 AW3019                          STATION DESCRIPTION
 AW3019
 AW3019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3019'1.5 MI NW FROM MORGAN POINT.
 AW3019'ABOUT 0.35 MILE NORTH ACROSS THE HOUSTON SHIP CHANNEL FROM THE HOUSTON
 AW3019'MARITIME REPORTING STATION AT MORGAN POINT, THENCE 1.15 MILES
 AW3019'NORTHWEST ALONG THE NORTHEAST SHORE OF THE CHANNEL, 185 FEET SOUTHWEST
 AW3019'OF THE CENTER LINE OF A SHELL ROAD, 108 FEET SOUTH OF A LONE 14-INCH
 AW3019'TREE, 88 FEET NORTHEAST OF THE HIGH WATER LINE, 37 FEET NORTHWEST OF
 AW3019'THE WEST CORNER OF A SMALL CATTLE SHED, 197 FEET SOUTHWEST OF BENCH
 AW3019'MARK H 1148 1959, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW3019'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0652 ***********************************************************************
 AW0652  DESIGNATION -  70+00 USE
 AW0652  PID         -  AW0652
 AW0652  STATE/COUNTY-  TX/GALVESTON
 AW0652  USGS QUAD   -  GALVESTON (1994)
 AW0652
 AW0652                         *CURRENT SURVEY CONTROL
 AW0652  ___________________________________________________________________
 AW0652* NAD 83(1986)-  29 15 24.     (N)    094 50 42.     (W)     SCALED    
 AW0652* NAVD 88     -         1.96   (+/-2cm)       6.4    (feet)  VERTCON   
 AW0652  ___________________________________________________________________
 AW0652  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0652
 AW0652  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0652
 AW0652.The horizontal coordinates were scaled from a topographic map and have
 AW0652.an estimated accuracy of +/- 6 seconds.
 AW0652
 AW0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0652.The vertical order pertains to the NGVD 29 superseded value.
 AW0652
 AW0652.The geoid height was determined by GEOID03.
 AW0652
 AW0652;                    North         East    Units  Estimated Accuracy
 AW0652;SPC TXSC     - 4,164,920.    1,003,720.      MT  (+/- 180 meters Scaled)
 AW0652
 AW0652                          SUPERSEDED SURVEY CONTROL
 AW0652
 AW0652  NGVD 29 (??/??/92)    1.960  (m)            6.43   (f) ADJ UNCH    1 2
 AW0652
 AW0652.Superseded values are not recommended for survey control.
 AW0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0652.See file dsdata.txt to determine how the superseded data were derived.
 AW0652
 AW0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN207378(NAD 83)
 AW0652_MARKER: DD = SURVEY DISK
 AW0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0652_STAMPING: 70+00
 AW0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0652+STABILITY: SURFACE MOTION
 AW0652
 AW0652  HISTORY     - Date     Condition        Report By
 AW0652  HISTORY     - UNK      MONUMENTED       USE
 AW0652  HISTORY     - 1964     GOOD             NGS
 AW0652  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0652  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0652  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0652  HISTORY     - 20031207 MARK NOT FOUND   USPSQD
 AW0652  HISTORY     - 20041208 MARK NOT FOUND   USPSQD
 AW0652
 AW0652                          STATION DESCRIPTION
 AW0652
 AW0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0652'4.3 MI SW FROM GALVESTON.
 AW0652'ABOUT 4.3 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM MOODY CENTER
 AW0652'AT GALVESTON, 452 FEET SOUTHEAST OF THE CENTER LINE OF STEWART ROAD,
 AW0652'224 FEET NORTHEAST OF THE CENTER LINE OF 81ST STREET, 203 FEET
 AW0652'NORTHWEST OF THE CENTER LINE OF THE BOULEVARD, 164 FEET NORTHWEST OF
 AW0652'THE SOUTHEAST EDGE OF A SIDEWALK, 0.5 FOOT SOUTH OF A METAL WITNESS
 AW0652'POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 1/2 FEET BELOW THE
 AW0652'LEVEL OF THE GROUND.
 AW0652
 AW0652                          STATION RECOVERY (1978)
 AW0652
 AW0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0652'SEARCHED FOR , NOT RECOVERED.
 AW0652
 AW0652                          STATION RECOVERY (1987)
 AW0652
 AW0652'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0652'MARK NOT FOUND.
 AW0652
 AW0652                          STATION RECOVERY (1987)
 AW0652
 AW0652'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAC)
 AW0652'MARK NOT FOUND.
 AW0652
 AW0652                          STATION RECOVERY (2003)
 AW0652
 AW0652'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0652'MARK NOT FOUND.
 AW0652
 AW0652                          STATION RECOVERY (2004)
 AW0652
 AW0652'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0259 ***********************************************************************
 AY0259  DESIGNATION -  707.884
 AY0259  PID         -  AY0259
 AY0259  STATE/COUNTY-  TX/BEXAR
 AY0259  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0259
 AY0259                         *CURRENT SURVEY CONTROL
 AY0259  ___________________________________________________________________
 AY0259* NAD 83(1986)-  29 26 41.     (N)    098 28 11.     (W)     SCALED    
 AY0259* NAVD 88     -       215.979  (meters)     708.59   (feet)  ADJUSTED  
 AY0259  ___________________________________________________________________
 AY0259  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AY0259  DYNAMIC HT  -         215.665 (meters)     707.56  (feet)  COMP
 AY0259  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 AY0259
 AY0259  VERT ORDER  -  FIRST     CLASS II
 AY0259
 AY0259.The horizontal coordinates were scaled from a topographic map and have
 AY0259.an estimated accuracy of +/- 6 seconds.
 AY0259
 AY0259.The orthometric height was determined by differential leveling
 AY0259.and adjusted by the National Geodetic Survey in June 1991..
 AY0259
 AY0259.The geoid height was determined by GEOID03.
 AY0259
 AY0259.The dynamic height is computed by dividing the NAVD 88
 AY0259.geopotential number by the normal gravity value computed on the
 AY0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0259.degrees latitude (g = 980.6199 gals.).
 AY0259
 AY0259.The modeled gravity was interpolated from observed gravity values.
 AY0259
 AY0259;                    North         East    Units  Estimated Accuracy
 AY0259;SPC TXSC     - 4,178,700.      651,440.      MT  (+/- 180 meters Scaled)
 AY0259
 AY0259                          SUPERSEDED SURVEY CONTROL
 AY0259
 AY0259  NGVD 29 (??/??/92)  215.859  (m)          708.20   (f) ADJ UNCH    1 2
 AY0259
 AY0259.Superseded values are not recommended for survey control.
 AY0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0259.See file dsdata.txt to determine how the superseded data were derived.
 AY0259
 AY0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT514573(NAD 83)
 AY0259_MARKER: DD = SURVEY DISK
 AY0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0259_STAMPING: 707.884 B 3
 AY0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0259+STABILITY: SURFACE MOTION
 AY0259
 AY0259  HISTORY     - Date     Condition        Report By
 AY0259  HISTORY     - UNK      MONUMENTED       DOD
 AY0259  HISTORY     - 1946     GOOD             NGS
 AY0259  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 AY0259
 AY0259                          STATION DESCRIPTION
 AY0259
 AY0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0259'IN SAN ANTONIO.
 AY0259'AT SAN ANTONIO, ALONG NORTH PINE STREET, 28.7 FEET NORTH OF THE
 AY0259'EXTENSION TO EAST ACROSS PINE STREET OF THE CENTERLINE OF NIKA STREET,
 AY0259'15.6 FEET EAST OF THE CENTERLINE OF NORTH PINE STREET, AT POINT WHERE
 AY0259'PROPERTY LINE OF FORT SAM HOUSTON TURNS WEST ACROSS NORTH PINE STREET,
 AY0259'SET IN THE TOP OF A LARGE CONCRETE POST PROJECTING 1.3 FOOT ABOVE THE
 AY0259'GROUND.
 AY0259
 AY0259                          STATION RECOVERY (1999)
 AY0259
 AY0259'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0856 ***********************************************************************
 DN0856  DESIGNATION -  71
 DN0856  PID         -  DN0856
 DN0856  STATE/COUNTY-  TX/MONTAGUE
 DN0856  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0856
 DN0856                         *CURRENT SURVEY CONTROL
 DN0856  ___________________________________________________________________
 DN0856* NAD 83(1986)-  33 34 37.     (N)    097 53 12.     (W)     SCALED    
 DN0856* NAVD 88     -       324.475  (meters)    1064.55   (feet)  POSTED    
 DN0856  ___________________________________________________________________
 DN0856  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DN0856  DYNAMIC HT  -         324.120 (meters)    1063.38  (feet)  COMP
 DN0856  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 DN0856
 DN0856  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DN0856
 DN0856.The horizontal coordinates were scaled from a topographic map and have
 DN0856.an estimated accuracy of +/- 6 seconds.
 DN0856
 DN0856.The orthometric height was determined by differential leveling
 DN0856.and adjusted by the National Geodetic Survey in 1992..
 DN0856.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DN0856.rate of 4.1 thru 8.0 mm/km.
 DN0856
 DN0856.The geoid height was determined by GEOID03.
 DN0856
 DN0856.The dynamic height is computed by dividing the NAVD 88
 DN0856.geopotential number by the normal gravity value computed on the
 DN0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0856.degrees latitude (g = 980.6199 gals.).
 DN0856
 DN0856.The modeled gravity was interpolated from observed gravity values.
 DN0856
 DN0856;                    North         East    Units  Estimated Accuracy
 DN0856;SPC TXNC     - 2,212,000.      656,940.      MT  (+/- 180 meters Scaled)
 DN0856
 DN0856                          SUPERSEDED SURVEY CONTROL
 DN0856
 DN0856  NGVD 29 (??/??/92)  324.388  (m)         1064.26   (f) ADJ UNCH    1 2
 DN0856
 DN0856.Superseded values are not recommended for survey control.
 DN0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0856.See file dsdata.txt to determine how the superseded data were derived.
 DN0856
 DN0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC033158(NAD 83)
 DN0856_MARKER: Z = SEE DESCRIPTION
 DN0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0856_SP_SET: MILEPOST
 DN0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0856
 DN0856  HISTORY     - Date     Condition        Report By
 DN0856  HISTORY     - UNK      MONUMENTED       BNRR
 DN0856  HISTORY     - 1950     GOOD             NGS
 DN0856  HISTORY     - 19961116 GOOD             USPSQD
 DN0856
 DN0856                          STATION DESCRIPTION
 DN0856
 DN0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0856'2.6 MI NW FROM BOWIE.
 DN0856'2.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DN0856'BOWIE, MONTAGUE COUNTY, AND ON THE TOP OF MILEPOST 71.  THE TOP OF THE
 DN0856'MILEPOST.
 DN0856
 DN0856                          STATION RECOVERY (1996)
 DN0856
 DN0856'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6473 ***********************************************************************
 AW6473  DESIGNATION -  710 00 500L USE 1948
 AW6473  PID         -  AW6473
 AW6473  STATE/COUNTY-  TX/HARRIS
 AW6473  USGS QUAD   -  PASADENA (1995)
 AW6473
 AW6473                         *CURRENT SURVEY CONTROL
 AW6473  ___________________________________________________________________
 AW6473* NAD 83(1993)-  29 44 14.61074(N)    095 08 18.61389(W)     ADJUSTED  
 AW6473* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6473  ___________________________________________________________________
 AW6473  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6473  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6473
 AW6473  HORZ ORDER  -  THIRD
 AW6473
 AW6473.The horizontal coordinates were established by classical geodetic methods
 AW6473.and adjusted by the National Geodetic Survey in February 1996..
 AW6473
 AW6473.The orthometric height was scaled from a topographic map.
 AW6473
 AW6473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6473
 AW6473.The geoid height was determined by GEOID03.
 AW6473
 AW6473;                    North         East     Units Scale Factor Converg.
 AW6473;SPC TXSC     - 4,217,187.385   973,448.688   MT  0.99988783   +1 53 30.5
 AW6473;SPC TXSC     -13,835,888.95  3,193,722.90   sFT  0.99988783   +1 53 30.5
 AW6473;UTM  15      - 3,291,601.874   293,180.804   MT  1.00012779   -1 03 40.1
 AW6473
 AW6473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6473!SPC TXSC     -   1.00000427  x   0.99988783  =   0.99989210
 AW6473!UTM  15      -   1.00000427  x   1.00012779  =   1.00013206
 AW6473
 AW6473|---------------------------------------------------------------------|
 AW6473| PID    Reference Object                     Distance      Geod. Az  |
 AW6473|                                                           dddmmss.s |
 AW6473| AW6474 700 63.18 400L USE 1948             323.340 METERS 11301     |
 AW6473| AW6472 HOUSTON SHIP CHAN LT 74 1955         60.071 METERS 19332     |
 AW6473|---------------------------------------------------------------------|
 AW6473
 AW6473                          SUPERSEDED SURVEY CONTROL
 AW6473
 AW6473  NAD 83(1986)-  29 44 14.62599(N)    095 08 18.59501(W) AD(       ) 3
 AW6473  NAD 27      -  29 44 13.80571(N)    095 08 17.84164(W) AD(       ) 3
 AW6473
 AW6473.Superseded values are not recommended for survey control.
 AW6473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6473.See file dsdata.txt to determine how the superseded data were derived.
 AW6473
 AW6473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9318191602(NAD 83)
 AW6473_MARKER: DD = SURVEY DISK
 AW6473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6473+STABILITY: SURFACE MOTION
 AW6473
 AW6473  HISTORY     - Date     Condition        Report By
 AW6473  HISTORY     - 1948     MONUMENTED       USE
 AW6473  HISTORY     - 1955     GOOD             CGS
 AW6473  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 AW6473
 AW6473                          STATION DESCRIPTION
 AW6473
 AW6473'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6473'LOCATED APPROXIMATELY 1/2 MI. NE OF BOGGY BAYOU BASIN, 83
 AW6473'FT. N OF THE N MEAN HIGH-WATERLINE OF HOUSTON SHIP CHANNEL,
 AW6473'AND 196.95 FT. N OF CHANNEL LIGHT NO. 74.
 AW6473'
 AW6473'A U.S.E. DISK, STAMPED 710+00 500 L AND SET IN THE TOP OF A
 AW6473'15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6473'
 AW6473'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6473'
 AW6473'THIS IS A TRAVERSE STATION.
 AW6473
 AW6473                          STATION RECOVERY (1998)
 AW6473
 AW6473'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3597 ***********************************************************************
 AW3597  DESIGNATION -  710+00 500
 AW3597  PID         -  AW3597
 AW3597  STATE/COUNTY-  TX/HARRIS
 AW3597  USGS QUAD   -  PASADENA (1995)
 AW3597
 AW3597                         *CURRENT SURVEY CONTROL
 AW3597  ___________________________________________________________________
 AW3597* NAD 83(1986)-  29 44 13.     (N)    095 08 18.     (W)     SCALED    
 AW3597* NAVD 88     -         1.70   (+/-2cm)       5.6    (feet)  VERTCON   
 AW3597  ___________________________________________________________________
 AW3597  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3597
 AW3597  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3597
 AW3597.The horizontal coordinates were scaled from a topographic map and have
 AW3597.an estimated accuracy of +/- 6 seconds.
 AW3597
 AW3597.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3597.The vertical order pertains to the NGVD 29 superseded value.
 AW3597
 AW3597.The geoid height was determined by GEOID03.
 AW3597
 AW3597;                    North         East    Units  Estimated Accuracy
 AW3597;SPC TXSC     - 4,217,140.      973,470.      MT  (+/- 180 meters Scaled)
 AW3597
 AW3597                          SUPERSEDED SURVEY CONTROL
 AW3597
 AW3597  NGVD 29 (??/??/92)    1.696  (m)            5.56   (f) ADJ UNCH    1 2
 AW3597
 AW3597.Superseded values are not recommended for survey control.
 AW3597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3597.See file dsdata.txt to determine how the superseded data were derived.
 AW3597
 AW3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN931915(NAD 83)
 AW3597_MARKER: DD = SURVEY DISK
 AW3597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3597_STAMPING: 710+00 500
 AW3597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3597+STABILITY: SURFACE MOTION
 AW3597
 AW3597  HISTORY     - Date     Condition        Report By
 AW3597  HISTORY     - UNK      MONUMENTED       USE
 AW3597  HISTORY     - 1959     GOOD             NGS
 AW3597  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3597
 AW3597                          STATION DESCRIPTION
 AW3597
 AW3597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3597'6.15 MI E FROM PASADENA.
 AW3597'ABOUT 6.15 MILES EAST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3597'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ABOUT 0.2 MILE EAST OF A
 AW3597'GROVE OF TREES, 20 FEET NORTHWEST OF THE HIGH WATER LINE OF THE
 AW3597'CHANNEL, AND IN THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH
 AW3597'WITH THE GROUND.
 AW3597
 AW3597                          STATION RECOVERY (1964)
 AW3597
 AW3597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0458 ***********************************************************************
 AO0458  DESIGNATION -  710.5
 AO0458  PID         -  AO0458
 AO0458  STATE/COUNTY-  TX/ZAVALA
 AO0458  USGS QUAD   -  LA PRYOR (1972)
 AO0458
 AO0458                         *CURRENT SURVEY CONTROL
 AO0458  ___________________________________________________________________
 AO0458* NAD 83(1986)-  28 54 51.     (N)    099 51 02.     (W)     SCALED    
 AO0458* NAVD 88     -       216.689  (meters)     710.92   (feet)  ADJUSTED  
 AO0458  ___________________________________________________________________
 AO0458  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AO0458  DYNAMIC HT  -         216.371 (meters)     709.88  (feet)  COMP
 AO0458  MODELED GRAV-     979,176.0   (mgal)                       NAVD 88
 AO0458
 AO0458  VERT ORDER  -  SECOND    CLASS 0
 AO0458
 AO0458.The horizontal coordinates were scaled from a topographic map and have
 AO0458.an estimated accuracy of +/- 6 seconds.
 AO0458
 AO0458.The orthometric height was determined by differential leveling
 AO0458.and adjusted by the National Geodetic Survey in June 1991..
 AO0458
 AO0458.The geoid height was determined by GEOID03.
 AO0458
 AO0458.The dynamic height is computed by dividing the NAVD 88
 AO0458.geopotential number by the normal gravity value computed on the
 AO0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0458.degrees latitude (g = 980.6199 gals.).
 AO0458
 AO0458.The modeled gravity was interpolated from observed gravity values.
 AO0458
 AO0458;                    North         East    Units  Estimated Accuracy
 AO0458;SPC TXSC     - 4,120,090.      517,060.      MT  (+/- 180 meters Scaled)
 AO0458
 AO0458                          SUPERSEDED SURVEY CONTROL
 AO0458
 AO0458  NGVD 29 (??/??/92)  216.571  (m)          710.53   (f) ADJ UNCH    2 0
 AO0458
 AO0458.Superseded values are not recommended for survey control.
 AO0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0458.See file dsdata.txt to determine how the superseded data were derived.
 AO0458
 AO0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS170987(NAD 83)
 AO0458_MARKER: Q = CHISELED SQUARE
 AO0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0458_SP_SET: CULVERT
 AO0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0458
 AO0458  HISTORY     - Date     Condition        Report By
 AO0458  HISTORY     - UNK      MONUMENTED       CGS
 AO0458  HISTORY     - 1934     GOOD             NGS
 AO0458  HISTORY     - 20010507 MARK NOT FOUND   USPSQD
 AO0458
 AO0458                          STATION DESCRIPTION
 AO0458
 AO0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0458'2.0 MI S FROM LA PRYOR.
 AO0458'ON E EDGE OF STATE HIGHWAY, 1220 FT. S OF
 AO0458'CROSSROADS, IN CENTER OF HEADWALL OF CONCRETE CULVERT.  150 FT. S OF
 AO0458'BRIDGE B-162.3.
 AO0458
 AO0458                          STATION RECOVERY (2001)
 AO0458
 AO0458'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0433 ***********************************************************************
 AW0433  TIDAL BM    -  This is a Tidal Bench Mark.
 AW0433  DESIGNATION -  7.151
 AW0433  PID         -  AW0433
 AW0433  STATE/COUNTY-  TX/GALVESTON
 AW0433  USGS QUAD   -  GALVESTON (1994)
 AW0433
 AW0433                         *CURRENT SURVEY CONTROL
 AW0433  ___________________________________________________________________
 AW0433* NAD 83(1986)-  29 18 30.     (N)    094 47 29.     (W)     SCALED    
 AW0433* NAVD 88     -         1.478  (meters)       4.85   (feet)  ADJUSTED  
 AW0433  ___________________________________________________________________
 AW0433  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0433  DYNAMIC HT  -           1.476 (meters)       4.84  (feet)  COMP
 AW0433  MODELED GRAV-     979,263.3   (mgal)                       NAVD 88
 AW0433
 AW0433  VERT ORDER  -  FIRST     CLASS I
 AW0433
 AW0433.The horizontal coordinates were scaled from a topographic map and have
 AW0433.an estimated accuracy of +/- 6 seconds.
 AW0433
 AW0433.The orthometric height was determined by differential leveling
 AW0433.and adjusted by the National Geodetic Survey in June 1991..
 AW0433
 AW0433.This Tidal Bench Mark is designated as VM 843
 AW0433.by the Center for Operational Oceanographic Products and Services.
 AW0433
 AW0433.The geoid height was determined by GEOID03.
 AW0433
 AW0433.The dynamic height is computed by dividing the NAVD 88
 AW0433.geopotential number by the normal gravity value computed on the
 AW0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0433.degrees latitude (g = 980.6199 gals.).
 AW0433
 AW0433.The modeled gravity was interpolated from observed gravity values.
 AW0433
 AW0433;                    North         East    Units  Estimated Accuracy
 AW0433;SPC TXSC     - 4,170,820.    1,008,720.      MT  (+/- 180 meters Scaled)
 AW0433
 AW0433                          SUPERSEDED SURVEY CONTROL
 AW0433
 AW0433  NGVD 29 (12/23/87)    1.475  (m)            4.84   (f) ADJUSTED    1 1
 AW0433
 AW0433.Superseded values are not recommended for survey control.
 AW0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0433.See file dsdata.txt to determine how the superseded data were derived.
 AW0433
 AW0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN260434(NAD 83)
 AW0433_MARKER: DD = SURVEY DISK
 AW0433_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0433_SP_SET: SIDEWALK
 AW0433_STAMPING: 7.151
 AW0433_MARK LOGO: USE   
 AW0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0433+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 AW0433
 AW0433  HISTORY     - Date     Condition        Report By
 AW0433  HISTORY     - UNK      MONUMENTED       USE
 AW0433  HISTORY     - 1973     GOOD             NGS
 AW0433  HISTORY     - 1978     GOOD             NGS
 AW0433  HISTORY     - 1983     GOOD             NGS
 AW0433  HISTORY     - 1987     GOOD             USPSQD
 AW0433  HISTORY     - 1987     GOOD             NGS
 AW0433  HISTORY     - 1988     GOOD             USPSQD
 AW0433  HISTORY     - 1989     GOOD             USPSQD
 AW0433  HISTORY     - 1989     GOOD             USPSQD
 AW0433  HISTORY     - 1989     GOOD             USPSQD
 AW0433  HISTORY     - 1989     GOOD             USPSQD
 AW0433  HISTORY     - 1990     POOR             USPSQD
 AW0433  HISTORY     - 20031210 GOOD             USPSQD
 AW0433  HISTORY     - 20041215 GOOD             USPSQD
 AW0433
 AW0433                          STATION DESCRIPTION
 AW0433
 AW0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0433'IN GALVESTON.
 AW0433'AT GALVESTON, AT THE INTERSECTION OF THE STRAND AND 20TH STREETS, IN
 AW0433'THE TOP OF A CONCRETE SIDEWALK, 39 FEET WEST OF THE CENTER LINE OF
 AW0433'20TH STREET, 60 YARDS NORTH OF THE CENTER LINE OF THE STRAND STREET,
 AW0433'12 FEET SOUTH OF THE CENTER LINE OF AN ALLEY, 0.4 FOOT SOUTHEAST OF
 AW0433'THE NORTHEAST CORNER OF THE OLD HENDLEY BUILDING, AND ABOUT LEVEL WITH
 AW0433'THE STREET.
 AW0433
 AW0433                          STATION RECOVERY (1978)
 AW0433
 AW0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0433'RECOVERED IN GOOD CONDITION.
 AW0433
 AW0433                          STATION RECOVERY (1983)
 AW0433
 AW0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0433'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, THE BENCH
 AW0433'MARK IS LOCATED NEAR THE NORTHEAST CORNER OF THE HENDLEY BUILDING AT
 AW0433'THE CORNER OF STRAND (AVENUE B) AND 20TH STREET, 12.0 METERS
 AW0433'(39.0 FT) WEST OF THE CENTERLINE OF 20TH STREET, 4.0 METERS (12.0 FT)
 AW0433'SOUTH OF THE CENTERLINE OF THE ALLEY THAT RUNS BEHIND THE HENDLEY
 AW0433'BUILDING, THE BENCH MARK IS LEVEL WITH THE SIDEWALK.
 AW0433
 AW0433                          STATION RECOVERY (1987)
 AW0433
 AW0433'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0433'RECOVERED IN GOOD CONDITION.
 AW0433
 AW0433                          STATION RECOVERY (1987)
 AW0433
 AW0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0433'RECOVERED IN GOOD CONDITION.  NOTE--THE 1983 DESCRIPTION STATES THAT
 AW0433'THE DISK IS STAMPED 7151 BUT IS STAMPED AS 7.151.
 AW0433
 AW0433                          STATION RECOVERY (1988)
 AW0433
 AW0433'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0433'RECOVERED IN GOOD CONDITION.
 AW0433
 AW0433                          STATION RECOVERY (1989)
 AW0433
 AW0433'RECOVERY NOTE BY US POWER SQUADRON 1989 (TC)
 AW0433'RECOVERED IN GOOD CONDITION.
 AW0433
 AW0433                          STATION RECOVERY (1989)
 AW0433
 AW0433'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0433'RECOVERED IN GOOD CONDITION.
 AW0433
 AW0433                          STATION RECOVERY (1989)
 AW0433
 AW0433'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0433'RECOVERED IN GOOD CONDITION.
 AW0433
 AW0433                          STATION RECOVERY (1989)
 AW0433
 AW0433'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJC)
 AW0433'RECOVERED IN GOOD CONDITION.
 AW0433
 AW0433                          STATION RECOVERY (1990)
 AW0433
 AW0433'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0433'MARK RECOVERED IN POOR CONDITION.
 AW0433
 AW0433                          STATION RECOVERY (2003)
 AW0433
 AW0433'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0433'RECOVERED IN GOOD CONDITION.
 AW0433
 AW0433                          STATION RECOVERY (2004)
 AW0433
 AW0433'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0855 ***********************************************************************
 DN0855  DESIGNATION -  72
 DN0855  PID         -  DN0855
 DN0855  STATE/COUNTY-  TX/MONTAGUE
 DN0855  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0855
 DN0855                         *CURRENT SURVEY CONTROL
 DN0855  ___________________________________________________________________
 DN0855* NAD 83(1986)-  33 34 58.     (N)    097 54 08.     (W)     SCALED    
 DN0855* NAVD 88     -       320.178  (meters)    1050.45   (feet)  POSTED    
 DN0855  ___________________________________________________________________
 DN0855  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DN0855  DYNAMIC HT  -         319.820 (meters)    1049.28  (feet)  COMP
 DN0855  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 DN0855
 DN0855  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DN0855
 DN0855.The horizontal coordinates were scaled from a topographic map and have
 DN0855.an estimated accuracy of +/- 6 seconds.
 DN0855
 DN0855.The orthometric height was determined by differential leveling
 DN0855.and adjusted by the National Geodetic Survey in 1992..
 DN0855.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DN0855.rate of 4.1 thru 8.0 mm/km.
 DN0855
 DN0855.The geoid height was determined by GEOID03.
 DN0855
 DN0855.The dynamic height is computed by dividing the NAVD 88
 DN0855.geopotential number by the normal gravity value computed on the
 DN0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0855.degrees latitude (g = 980.6199 gals.).
 DN0855
 DN0855.The modeled gravity was interpolated from observed gravity values.
 DN0855
 DN0855;                    North         East    Units  Estimated Accuracy
 DN0855;SPC TXNC     - 2,212,640.      655,490.      MT  (+/- 180 meters Scaled)
 DN0855
 DN0855                          SUPERSEDED SURVEY CONTROL
 DN0855
 DN0855  NGVD 29 (??/??/92)  320.098  (m)         1050.19   (f) ADJ UNCH    1 2
 DN0855
 DN0855.Superseded values are not recommended for survey control.
 DN0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0855.See file dsdata.txt to determine how the superseded data were derived.
 DN0855
 DN0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC018164(NAD 83)
 DN0855_MARKER: Z = SEE DESCRIPTION
 DN0855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0855_SP_SET: MILEPOST
 DN0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0855
 DN0855  HISTORY     - Date     Condition        Report By
 DN0855  HISTORY     - UNK      MONUMENTED       BNRR
 DN0855  HISTORY     - 1950     GOOD             NGS
 DN0855  HISTORY     - 19961116 GOOD             USPSQD
 DN0855
 DN0855                          STATION DESCRIPTION
 DN0855
 DN0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0855'3.6 MI NW FROM BOWIE.
 DN0855'3.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DN0855'BOWIE, MONTAGUE COUNTY, AND ON THE TOP OF MILEPOST 72.  THE TOP OF THE
 DN0855'MILEPOST.
 DN0855
 DN0855                          STATION RECOVERY (1996)
 DN0855
 DN0855'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0474 ***********************************************************************
 AJ0474  DESIGNATION -  72
 AJ0474  PID         -  AJ0474
 AJ0474  STATE/COUNTY-  TX/DUVAL
 AJ0474  USGS QUAD   -  REALITOS (1967)
 AJ0474
 AJ0474                         *CURRENT SURVEY CONTROL
 AJ0474  ___________________________________________________________________
 AJ0474* NAD 83(1986)-  27 23 37.     (N)    098 34 39.     (W)     SCALED    
 AJ0474* NAVD 88     -       145.024  (meters)     475.80   (feet)  ADJUSTED  
 AJ0474  ___________________________________________________________________
 AJ0474  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AJ0474  DYNAMIC HT  -         144.793 (meters)     475.04  (feet)  COMP
 AJ0474  MODELED GRAV-     979,052.5   (mgal)                       NAVD 88
 AJ0474
 AJ0474  VERT ORDER  -  FIRST     CLASS II
 AJ0474
 AJ0474.The horizontal coordinates were scaled from a topographic map and have
 AJ0474.an estimated accuracy of +/- 6 seconds.
 AJ0474
 AJ0474.The orthometric height was determined by differential leveling
 AJ0474.and adjusted by the National Geodetic Survey in June 1991..
 AJ0474
 AJ0474.The geoid height was determined by GEOID03.
 AJ0474
 AJ0474.The dynamic height is computed by dividing the NAVD 88
 AJ0474.geopotential number by the normal gravity value computed on the
 AJ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0474.degrees latitude (g = 980.6199 gals.).
 AJ0474
 AJ0474.The modeled gravity was interpolated from observed gravity values.
 AJ0474
 AJ0474;                    North         East    Units  Estimated Accuracy
 AJ0474;SPC TX S     - 5,191,340.      292,340.      MT  (+/- 180 meters Scaled)
 AJ0474
 AJ0474                          SUPERSEDED SURVEY CONTROL
 AJ0474
 AJ0474  NGVD 29 (??/??/92)  145.058  (m)          475.91   (f) ADJ UNCH    1 2
 AJ0474
 AJ0474.Superseded values are not recommended for survey control.
 AJ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0474.See file dsdata.txt to determine how the superseded data were derived.
 AJ0474
 AJ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR417301(NAD 83)
 AJ0474_MARKER: Z = SEE DESCRIPTION
 AJ0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0474_SP_SET: RAIL
 AJ0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0474
 AJ0474  HISTORY     - Date     Condition        Report By
 AJ0474  HISTORY     - UNK      MONUMENTED
 AJ0474  HISTORY     - 1933     GOOD             NGS
 AJ0474  HISTORY     - 1934     GOOD             NGS
 AJ0474
 AJ0474                          STATION DESCRIPTION
 AJ0474
 AJ0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0474'2.5 MI NE FROM CRESTONIO.
 AJ0474'ON THE TEXAS-MEXICAN RR. AT MILE POST 72.  40 FT. W OF TRACK.  12 FT.
 AJ0474'W OF MILE POST.  A 6 FT. RAIL BURIED IN THE GROUND WITH 6 IN. ABOVE
 AJ0474'GROUND.  HIGHEST POINT USED.
 AJ0474
 AJ0474                          STATION RECOVERY (1934)
 AJ0474
 AJ0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4779 ***********************************************************************
 AW4779  DESIGNATION -  73
 AW4779  PID         -  AW4779
 AW4779  STATE/COUNTY-  TX/FORT BEND
 AW4779  USGS QUAD   -  ORCHARD (1980)
 AW4779
 AW4779                         *CURRENT SURVEY CONTROL
 AW4779  ___________________________________________________________________
 AW4779* NAD 83(1986)-  29 35 16.     (N)    095 55 17.     (W)     SCALED    
 AW4779* NAVD 88     -        35.61   (+/-2cm)     116.8    (feet)  VERTCON   
 AW4779  ___________________________________________________________________
 AW4779  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW4779
 AW4779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4779
 AW4779.The horizontal coordinates were scaled from a topographic map and have
 AW4779.an estimated accuracy of +/- 6 seconds.
 AW4779
 AW4779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4779.The vertical order pertains to the NGVD 29 superseded value.
 AW4779
 AW4779.The geoid height was determined by GEOID03.
 AW4779
 AW4779;                    North         East    Units  Estimated Accuracy
 AW4779;SPC TXSC     - 4,198,360.      898,190.      MT  (+/- 180 meters Scaled)
 AW4779
 AW4779                          SUPERSEDED SURVEY CONTROL
 AW4779
 AW4779  NGVD 29 (??/??/92)   35.609  (m)          116.83   (f) ADJ UNCH    2 0
 AW4779
 AW4779.Superseded values are not recommended for survey control.
 AW4779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4779.See file dsdata.txt to determine how the superseded data were derived.
 AW4779
 AW4779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN170766(NAD 83)
 AW4779_MARKER: DD = SURVEY DISK
 AW4779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4779_SP_SET: MILEPOST
 AW4779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4779
 AW4779  HISTORY     - Date     Condition        Report By
 AW4779  HISTORY     - UNK      MONUMENTED       GCSFRC
 AW4779  HISTORY     - 1935     GOOD             NGS
 AW4779  HISTORY     - 1943     GOOD             NGS
 AW4779  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4779  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4779
 AW4779                          STATION DESCRIPTION
 AW4779
 AW4779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AW4779'3.1 MI E FROM ORCHARD.
 AW4779'3.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4779'STATION AT ORCHARD, FORT BEND COUNTY, AT METAL MILEPOST 73, 10 FEET
 AW4779'NORTH OF THE CENTERLINE OF THE TRACK, 1 FOOT HIGHER THAN THE TRACK.
 AW4779'THE HIGHEST POINT OF VERTICAL SECTION OF RAIL.
 AW4779
 AW4779                          STATION RECOVERY (1943)
 AW4779
 AW4779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4779'RECOVERED IN GOOD CONDITION.
 AW4779
 AW4779                          STATION RECOVERY (1990)
 AW4779
 AW4779'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4779'MARK NOT FOUND.
 AW4779
 AW4779                          STATION RECOVERY (1997)
 AW4779
 AW4779'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0853 ***********************************************************************
 DN0853  DESIGNATION -  73
 DN0853  PID         -  DN0853
 DN0853  STATE/COUNTY-  TX/MONTAGUE
 DN0853  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0853
 DN0853                         *CURRENT SURVEY CONTROL
 DN0853  ___________________________________________________________________
 DN0853* NAD 83(1986)-  33 35 22.     (N)    097 54 55.     (W)     SCALED    
 DN0853* NAVD 88     -       325.897  (meters)    1069.21   (feet)  POSTED    
 DN0853  ___________________________________________________________________
 DN0853  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DN0853  DYNAMIC HT  -         325.540 (meters)    1068.04  (feet)  COMP
 DN0853  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 DN0853
 DN0853  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DN0853
 DN0853.The horizontal coordinates were scaled from a topographic map and have
 DN0853.an estimated accuracy of +/- 6 seconds.
 DN0853
 DN0853.The orthometric height was determined by differential leveling
 DN0853.and adjusted by the National Geodetic Survey in 1992..
 DN0853.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DN0853.rate of 4.1 thru 8.0 mm/km.
 DN0853
 DN0853.The geoid height was determined by GEOID03.
 DN0853
 DN0853.The dynamic height is computed by dividing the NAVD 88
 DN0853.geopotential number by the normal gravity value computed on the
 DN0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0853.degrees latitude (g = 980.6199 gals.).
 DN0853
 DN0853.The modeled gravity was interpolated from observed gravity values.
 DN0853
 DN0853;                    North         East    Units  Estimated Accuracy
 DN0853;SPC TXNC     - 2,213,370.      654,270.      MT  (+/- 180 meters Scaled)
 DN0853
 DN0853                          SUPERSEDED SURVEY CONTROL
 DN0853
 DN0853  NGVD 29 (??/??/92)  325.825  (m)         1068.98   (f) ADJ UNCH    1 2
 DN0853
 DN0853.Superseded values are not recommended for survey control.
 DN0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0853.See file dsdata.txt to determine how the superseded data were derived.
 DN0853
 DN0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC006171(NAD 83)
 DN0853_MARKER: Z = SEE DESCRIPTION
 DN0853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0853_SP_SET: MILEPOST
 DN0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0853
 DN0853  HISTORY     - Date     Condition        Report By
 DN0853  HISTORY     - UNK      MONUMENTED       BNRR
 DN0853  HISTORY     - 1950     GOOD             NGS
 DN0853  HISTORY     - 19961116 GOOD             USPSQD
 DN0853
 DN0853                          STATION DESCRIPTION
 DN0853
 DN0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0853'4.6 MI NW FROM BOWIE.
 DN0853'4.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DN0853'BOWIE, MONTAGUE COUNTY, AND ON THE TOP OF MILEPOST 73.  THE TOP OF THE
 DN0853'MILEPOST.
 DN0853
 DN0853                          STATION RECOVERY (1996)
 DN0853
 DN0853'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0500 ***********************************************************************
 CT0500  DESIGNATION -  73 DHW USGS
 CT0500  PID         -  CT0500
 CT0500  STATE/COUNTY-  TX/CALLAHAN
 CT0500  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0500
 CT0500                         *CURRENT SURVEY CONTROL
 CT0500  ___________________________________________________________________
 CT0500* NAD 83(1986)-  32 24 52.     (N)    099 35 15.     (W)     SCALED    
 CT0500* NAVD 88     -       582.732  (meters)    1911.85   (feet)  ADJUSTED  
 CT0500  ___________________________________________________________________
 CT0500  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CT0500  DYNAMIC HT  -         581.971 (meters)    1909.35  (feet)  COMP
 CT0500  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 CT0500
 CT0500  VERT ORDER  -  FIRST     CLASS II
 CT0500
 CT0500.The horizontal coordinates were scaled from a topographic map and have
 CT0500.an estimated accuracy of +/- 6 seconds.
 CT0500
 CT0500.The orthometric height was determined by differential leveling
 CT0500.and adjusted by the National Geodetic Survey in June 1991..
 CT0500
 CT0500.The geoid height was determined by GEOID03.
 CT0500
 CT0500.The dynamic height is computed by dividing the NAVD 88
 CT0500.geopotential number by the normal gravity value computed on the
 CT0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0500.degrees latitude (g = 980.6199 gals.).
 CT0500
 CT0500.The modeled gravity was interpolated from observed gravity values.
 CT0500
 CT0500;                    North         East    Units  Estimated Accuracy
 CT0500;SPC TXNC     - 2,083,450.      497,710.      MT  (+/- 180 meters Scaled)
 CT0500
 CT0500                          SUPERSEDED SURVEY CONTROL
 CT0500
 CT0500  NGVD 29 (??/??/92)  582.553  (m)         1911.26   (f) ADJ UNCH    1 2
 CT0500
 CT0500.Superseded values are not recommended for survey control.
 CT0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0500.See file dsdata.txt to determine how the superseded data were derived.
 CT0500
 CT0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA447865(NAD 83)
 CT0500_MARKER: DD = SURVEY DISK
 CT0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0500_SP_SET: ABUTMENT
 CT0500_STAMPING: 73 D H W 1955 1911
 CT0500_MARK LOGO: USGS  
 CT0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0500
 CT0500  HISTORY     - Date     Condition        Report By
 CT0500  HISTORY     - 1955     MONUMENTED       USGS
 CT0500  HISTORY     - 1956     GOOD             NGS
 CT0500  HISTORY     - 1961     GOOD             NGS
 CT0500  HISTORY     - 1983     GOOD             NGS
 CT0500  HISTORY     - 20011013 GOOD             USPSQD
 CT0500
 CT0500                          STATION DESCRIPTION
 CT0500
 CT0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0500'3.7 MI E FROM ELMDALE.
 CT0500'0.4 MILE SOUTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0500'3.3 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD, 6 FEET SOUTH OF
 CT0500'THE SOUTH RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 CT0500'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF TRESTLE 397.6 OVER BUCK
 CT0500'CREEK.
 CT0500
 CT0500                          STATION RECOVERY (1961)
 CT0500
 CT0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0500'RECOVERED IN GOOD CONDITION.
 CT0500
 CT0500                          STATION RECOVERY (1983)
 CT0500
 CT0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0500'RECOVERED IN GOOD CONDITION.
 CT0500
 CT0500                          STATION RECOVERY (2001)
 CT0500
 CT0500'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0329 ***********************************************************************
 AY0329  DESIGNATION -  736
 AY0329  PID         -  AY0329
 AY0329  STATE/COUNTY-  TX/BEXAR
 AY0329  USGS QUAD   -  MARTINEZ (1992)
 AY0329
 AY0329                         *CURRENT SURVEY CONTROL
 AY0329  ___________________________________________________________________
 AY0329* NAD 83(1986)-  29 29 26.     (N)    098 21 30.     (W)     SCALED    
 AY0329* NAVD 88     -       222.118  (meters)     728.73   (feet)  POSTED    
 AY0329  ___________________________________________________________________
 AY0329  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AY0329  DYNAMIC HT  -         221.790 (meters)     727.66  (feet)  COMP
 AY0329  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY0329
 AY0329  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0329
 AY0329.The horizontal coordinates were scaled from a topographic map and have
 AY0329.an estimated accuracy of +/- 6 seconds.
 AY0329
 AY0329.The orthometric height was determined by differential leveling
 AY0329.and adjusted by the National Geodetic Survey in 1992..
 AY0329.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0329.rate of 0.0 thru 1.0 mm/km.
 AY0329
 AY0329.The geoid height was determined by GEOID03.
 AY0329
 AY0329.The dynamic height is computed by dividing the NAVD 88
 AY0329.geopotential number by the normal gravity value computed on the
 AY0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0329.degrees latitude (g = 980.6199 gals.).
 AY0329
 AY0329.The modeled gravity was interpolated from observed gravity values.
 AY0329
 AY0329;                    North         East    Units  Estimated Accuracy
 AY0329;SPC TXSC     - 4,183,840.      662,220.      MT  (+/- 180 meters Scaled)
 AY0329
 AY0329                          SUPERSEDED SURVEY CONTROL
 AY0329
 AY0329  NGVD 29 (??/??/92)  222.012  (m)          728.38   (f) ADJ UNCH    1 2
 AY0329
 AY0329.Superseded values are not recommended for survey control.
 AY0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0329.See file dsdata.txt to determine how the superseded data were derived.
 AY0329
 AY0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT622625(NAD 83)
 AY0329_MARKER: P = PIPE CAP
 AY0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0329_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0329_STAMPING: 736 38 S A
 AY0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0329
 AY0329  HISTORY     - Date     Condition        Report By
 AY0329  HISTORY     - UNK      MONUMENTED       USGS
 AY0329  HISTORY     - 1953     GOOD             NGS
 AY0329  HISTORY     - 1988     GOOD             USPSQD
 AY0329  HISTORY     - 19991020 GOOD             USPSQD
 AY0329
 AY0329                          STATION DESCRIPTION
 AY0329
 AY0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0329'2.1 MI NE FROM KIRBY.
 AY0329'2.1 MILES NORTHEAST ALONG GIBBS SPRAWL ROAD FROM ITS JUNCTION WITH
 AY0329'FARM ROAD 78 AND ACKERMAN ROAD AT KIRBY, 156 FEET SOUTHEAST OF THE
 AY0329'CENTER LINE OF THE ROAD, 72 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 AY0329'THE TEXAS AND NEW ORLEANS RAILROAD, 1.8 FEET NORTHWEST OF A FENCE, 2
 AY0329'FEET NORTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH
 AY0329'IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AY0329
 AY0329                          STATION RECOVERY (1988)
 AY0329
 AY0329'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0329'RECOVERED IN GOOD CONDITION.
 AY0329
 AY0329                          STATION RECOVERY (1999)
 AY0329
 AY0329'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4781 ***********************************************************************
 AW4781  DESIGNATION -  74
 AW4781  PID         -  AW4781
 AW4781  STATE/COUNTY-  TX/FORT BEND
 AW4781  USGS QUAD   -  ORCHARD (1980)
 AW4781
 AW4781                         *CURRENT SURVEY CONTROL
 AW4781  ___________________________________________________________________
 AW4781* NAD 83(1986)-  29 35 33.     (N)    095 56 15.     (W)     SCALED    
 AW4781* NAVD 88     -        36.51   (+/-2cm)     119.8    (feet)  VERTCON   
 AW4781  ___________________________________________________________________
 AW4781  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW4781
 AW4781  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4781
 AW4781.The horizontal coordinates were scaled from a topographic map and have
 AW4781.an estimated accuracy of +/- 6 seconds.
 AW4781
 AW4781.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4781.The vertical order pertains to the NGVD 29 superseded value.
 AW4781
 AW4781.The geoid height was determined by GEOID03.
 AW4781
 AW4781;                    North         East    Units  Estimated Accuracy
 AW4781;SPC TXSC     - 4,198,850.      896,620.      MT  (+/- 180 meters Scaled)
 AW4781
 AW4781                          SUPERSEDED SURVEY CONTROL
 AW4781
 AW4781  NGVD 29 (??/??/92)   36.504  (m)          119.76   (f) ADJ UNCH    2 0
 AW4781
 AW4781.Superseded values are not recommended for survey control.
 AW4781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4781.See file dsdata.txt to determine how the superseded data were derived.
 AW4781
 AW4781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN154772(NAD 83)
 AW4781_MARKER: DD = SURVEY DISK
 AW4781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4781_SP_SET: MILEPOST
 AW4781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4781
 AW4781  HISTORY     - Date     Condition        Report By
 AW4781  HISTORY     - UNK      MONUMENTED       GCSFRC
 AW4781  HISTORY     - 1935     GOOD             NGS
 AW4781  HISTORY     - 1943     GOOD             NGS
 AW4781  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4781  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4781
 AW4781                          STATION DESCRIPTION
 AW4781
 AW4781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AW4781'2.1 MI E FROM ORCHARD.
 AW4781'2.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4781'STATION AT ORCHARD, FORT BEND COUNTY, AT METAL MILEPOST 74, 10 FEET
 AW4781'NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.
 AW4781'THE HIGHEST POINT OF A VERTICAL SECTION OF RAIL.
 AW4781
 AW4781                          STATION RECOVERY (1943)
 AW4781
 AW4781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4781'RECOVERED IN GOOD CONDITION.
 AW4781
 AW4781                          STATION RECOVERY (1990)
 AW4781
 AW4781'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4781'MARK NOT FOUND.
 AW4781
 AW4781                          STATION RECOVERY (1997)
 AW4781
 AW4781'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0852 ***********************************************************************
 DN0852  DESIGNATION -  74
 DN0852  PID         -  DN0852
 DN0852  STATE/COUNTY-  TX/MONTAGUE
 DN0852  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0852
 DN0852                         *CURRENT SURVEY CONTROL
 DN0852  ___________________________________________________________________
 DN0852* NAD 83(1986)-  33 35 48.     (N)    097 55 51.     (W)     SCALED    
 DN0852* NAVD 88     -       302.213  (meters)     991.51   (feet)  POSTED    
 DN0852  ___________________________________________________________________
 DN0852  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DN0852  DYNAMIC HT  -         301.880 (meters)     990.42  (feet)  COMP
 DN0852  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 DN0852
 DN0852  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DN0852
 DN0852.The horizontal coordinates were scaled from a topographic map and have
 DN0852.an estimated accuracy of +/- 6 seconds.
 DN0852
 DN0852.The orthometric height was determined by differential leveling
 DN0852.and adjusted by the National Geodetic Survey in 1992..
 DN0852.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DN0852.rate of 4.1 thru 8.0 mm/km.
 DN0852
 DN0852.The geoid height was determined by GEOID03.
 DN0852
 DN0852.The dynamic height is computed by dividing the NAVD 88
 DN0852.geopotential number by the normal gravity value computed on the
 DN0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0852.degrees latitude (g = 980.6199 gals.).
 DN0852
 DN0852.The modeled gravity was interpolated from observed gravity values.
 DN0852
 DN0852;                    North         East    Units  Estimated Accuracy
 DN0852;SPC TXNC     - 2,214,170.      652,830.      MT  (+/- 180 meters Scaled)
 DN0852
 DN0852                          SUPERSEDED SURVEY CONTROL
 DN0852
 DN0852  NGVD 29 (??/??/92)  302.153  (m)          991.31   (f) ADJ UNCH    1 2
 DN0852
 DN0852.Superseded values are not recommended for survey control.
 DN0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0852.See file dsdata.txt to determine how the superseded data were derived.
 DN0852
 DN0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC992179(NAD 83)
 DN0852_MARKER: Z = SEE DESCRIPTION
 DN0852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0852_SP_SET: MILEPOST
 DN0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0852
 DN0852  HISTORY     - Date     Condition        Report By
 DN0852  HISTORY     - UNK      MONUMENTED       BNRR
 DN0852  HISTORY     - 1950     GOOD             NGS
 DN0852  HISTORY     - 19961116 GOOD             USPSQD
 DN0852
 DN0852                          STATION DESCRIPTION
 DN0852
 DN0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0852'5.6 MI NW FROM BOWIE.
 DN0852'5.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DN0852'BOWIE, MONTAGUE COUNTY, AND ON THE TOP OF MILEPOST 74.  THE TOP OF THE
 DN0852'MILEPOST.
 DN0852
 DN0852                          STATION RECOVERY (1996)
 DN0852
 DN0852'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0471 ***********************************************************************
 AJ0471  DESIGNATION -  74
 AJ0471  PID         -  AJ0471
 AJ0471  STATE/COUNTY-  TX/DUVAL
 AJ0471  USGS QUAD   -  REALITOS (1967)
 AJ0471
 AJ0471                         *CURRENT SURVEY CONTROL
 AJ0471  ___________________________________________________________________
 AJ0471* NAD 83(1986)-  27 25 16.     (N)    098 33 55.     (W)     SCALED    
 AJ0471* NAVD 88     -       144.875  (meters)     475.31   (feet)  ADJUSTED  
 AJ0471  ___________________________________________________________________
 AJ0471  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AJ0471  DYNAMIC HT  -         144.644 (meters)     474.55  (feet)  COMP
 AJ0471  MODELED GRAV-     979,055.2   (mgal)                       NAVD 88
 AJ0471
 AJ0471  VERT ORDER  -  FIRST     CLASS II
 AJ0471
 AJ0471.The horizontal coordinates were scaled from a topographic map and have
 AJ0471.an estimated accuracy of +/- 6 seconds.
 AJ0471
 AJ0471.The orthometric height was determined by differential leveling
 AJ0471.and adjusted by the National Geodetic Survey in June 1991..
 AJ0471
 AJ0471.The geoid height was determined by GEOID03.
 AJ0471
 AJ0471.The dynamic height is computed by dividing the NAVD 88
 AJ0471.geopotential number by the normal gravity value computed on the
 AJ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0471.degrees latitude (g = 980.6199 gals.).
 AJ0471
 AJ0471.The modeled gravity was interpolated from observed gravity values.
 AJ0471
 AJ0471;                    North         East    Units  Estimated Accuracy
 AJ0471;SPC TX S     - 5,194,380.      293,550.      MT  (+/- 180 meters Scaled)
 AJ0471
 AJ0471                          SUPERSEDED SURVEY CONTROL
 AJ0471
 AJ0471  NGVD 29 (??/??/92)  144.907  (m)          475.42   (f) ADJ UNCH    1 2
 AJ0471
 AJ0471.Superseded values are not recommended for survey control.
 AJ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0471.See file dsdata.txt to determine how the superseded data were derived.
 AJ0471
 AJ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR429331(NAD 83)
 AJ0471_MARKER: Z = SEE DESCRIPTION
 AJ0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0471_SP_SET: RAIL
 AJ0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0471
 AJ0471  HISTORY     - Date     Condition        Report By
 AJ0471  HISTORY     - UNK      MONUMENTED
 AJ0471  HISTORY     - 1933     GOOD             NGS
 AJ0471  HISTORY     - 1934     GOOD             NGS
 AJ0471
 AJ0471                          STATION DESCRIPTION
 AJ0471
 AJ0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0471'3.0 MI SW FROM REALITOS.
 AJ0471'ON THE TEXAS-MEXICAN RR. AT MILE POST 74.  42 FT. NW OF TRACK.  15 FT.
 AJ0471'NW OF MILE POST.  A 6 FT. RAIL BURIED IN THE GROUND WITH 6 IN. ABOVE
 AJ0471'THE GROUND.  HIGHEST POINT USED.
 AJ0471
 AJ0471                          STATION RECOVERY (1934)
 AJ0471
 AJ0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0608 ***********************************************************************
 AW0608  FBN         -  This is a Federal Base Network Control Station.
 AW0608  DESIGNATION -  74+09.45
 AW0608  PID         -  AW0608
 AW0608  STATE/COUNTY-  TX/GALVESTON
 AW0608  USGS QUAD   -  GALVESTON (1994)
 AW0608
 AW0608                         *CURRENT SURVEY CONTROL
 AW0608  ___________________________________________________________________
 AW0608* NAD 83(1993)-  29 15 20.17822(N)    094 50 43.74852(W)     ADJUSTED  
 AW0608* NAVD 88     -         4.604  (meters)      15.11   (feet)  ADJUSTED  
 AW0608  ___________________________________________________________________
 AW0608  X           -    -470,409.779 (meters)                     COMP
 AW0608  Y           -  -5,549,125.710 (meters)                     COMP
 AW0608  Z           -   3,098,638.338 (meters)                     COMP
 AW0608  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AW0608  ELLIP HEIGHT-         -22.00  (meters)          (05/01/00) GPS OBS
 AW0608  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0608  DYNAMIC HT  -           4.598 (meters)      15.09  (feet)  COMP
 AW0608  MODELED GRAV-     979,257.7   (mgal)                       NAVD 88
 AW0608
 AW0608  HORZ ORDER  -  A
 AW0608  VERT ORDER  -  FIRST     CLASS I
 AW0608  ELLP ORDER  -  THIRD     CLASS I
 AW0608
 AW0608.The horizontal coordinates were established by GPS observations
 AW0608.and adjusted by the National Geodetic Survey in May 2000..
 AW0608
 AW0608.The orthometric height was determined by differential leveling
 AW0608.and adjusted by the National Geodetic Survey in June 1991..
 AW0608
 AW0608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0608
 AW0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0608
 AW0608.The ellipsoidal height was determined by GPS observations
 AW0608.and is referenced to NAD 83.
 AW0608
 AW0608.The geoid height was determined by GEOID03.
 AW0608
 AW0608.The dynamic height is computed by dividing the NAVD 88
 AW0608.geopotential number by the normal gravity value computed on the
 AW0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0608.degrees latitude (g = 980.6199 gals.).
 AW0608
 AW0608.The modeled gravity was interpolated from observed gravity values.
 AW0608
 AW0608;                    North         East     Units Scale Factor Converg.
 AW0608;SPC TXSC     - 4,164,795.981 1,003,671.656   MT  0.99986419   +2 02 07.3
 AW0608;SPC TXSC     -13,664,001.48  3,292,879.42   sFT  0.99986419   +2 02 07.3
 AW0608;UTM  15      - 3,237,716.688   320,677.505   MT  0.99999681   -0 54 07.7
 AW0608
 AW0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0608!SPC TXSC     -   1.00000346  x   0.99986419  =   0.99986764
 AW0608!UTM  15      -   1.00000346  x   0.99999681  =   1.00000027
 AW0608
 AW0608|---------------------------------------------------------------------|
 AW0608| PID    Reference Object                     Distance      Geod. Az  |
 AW0608|                                                           dddmmss.s |
 AW0608| AW0609 75+28                                36.171 METERS 23554     |
 AW0608|---------------------------------------------------------------------|
 AW0608
 AW0608                          SUPERSEDED SURVEY CONTROL
 AW0608
 AW0608  NAVD 88 (05/01/00)    4.60   (m)           15.1    (f) LEVELING    3  
 AW0608  NGVD 29 (12/23/87)    4.601  (m)           15.10   (f) ADJUSTED    1 1
 AW0608
 AW0608.Superseded values are not recommended for survey control.
 AW0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0608.See file dsdata.txt to determine how the superseded data were derived.
 AW0608
 AW0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2067837717(NAD 83)
 AW0608_MARKER: DD = SURVEY DISK
 AW0608_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0608_SP_SET: CONCRETE SEAWALL
 AW0608_STAMPING: 74+09.45
 AW0608_MARK LOGO: USE   
 AW0608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0608+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 AW0608
 AW0608  HISTORY     - Date     Condition        Report By
 AW0608  HISTORY     - 1964     MONUMENTED       USE
 AW0608  HISTORY     - 1964     GOOD             NGS
 AW0608  HISTORY     - 1971     GOOD             NGS
 AW0608  HISTORY     - 1978     GOOD             NGS
 AW0608  HISTORY     - 1986     GOOD             USPSQD
 AW0608  HISTORY     - 1987     GOOD             USPSQD
 AW0608  HISTORY     - 1987     GOOD             NGS
 AW0608  HISTORY     - 1988     GOOD             USPSQD
 AW0608  HISTORY     - 1988     GOOD             USPSQD
 AW0608  HISTORY     - 1988     GOOD             USPSQD
 AW0608  HISTORY     - 1988     GOOD             USPSQD
 AW0608  HISTORY     - 1988     GOOD             USPSQD
 AW0608  HISTORY     - 1988     GOOD             USPSQD
 AW0608  HISTORY     - 1988     GOOD             USPSQD
 AW0608  HISTORY     - 1988     GOOD             USPSQD
 AW0608  HISTORY     - 1988     GOOD             USPSQD
 AW0608  HISTORY     - 1989     GOOD             USPSQD
 AW0608  HISTORY     - 1989     GOOD             USPSQD
 AW0608  HISTORY     - 1989     GOOD             USPSQD
 AW0608  HISTORY     - 1989     GOOD             USPSQD
 AW0608  HISTORY     - 1989     GOOD             USPSQD
 AW0608  HISTORY     - 1989     GOOD             USPSQD
 AW0608  HISTORY     - 1989     GOOD             USPSQD
 AW0608  HISTORY     - 1989     GOOD             USPSQD
 AW0608  HISTORY     - 1989     GOOD             USPSQD
 AW0608  HISTORY     - 19980120 GOOD             NGS
 AW0608  HISTORY     - 20020720 GOOD             USPSQD
 AW0608  HISTORY     - 20031207 GOOD             USPSQD
 AW0608  HISTORY     - 20041208 GOOD             USPSQD
 AW0608  HISTORY     - 20060827 GOOD             INDIV
 AW0608
 AW0608                          STATION DESCRIPTION
 AW0608
 AW0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0608'4.35 MI SW FROM GALVESTON.
 AW0608'ABOUT 4.35 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0608'CENTER AT GALVESTON, ABOUT 50 YARDS SOUTHWEST OF 81ST STREET, 52 FEET
 AW0608'SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 118 1/2 FEET NORTHEAST
 AW0608'OF BENCH MARK 75+28 (U.S.E.), SET IN THE CENTER OF THE TOP OF A 3-FOOT
 AW0608'WIDE SEA WALL, AND ABOUT LEVEL WITH THE BOULEVARD.
 AW0608
 AW0608                          STATION RECOVERY (1971)
 AW0608
 AW0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1978)
 AW0608
 AW0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1986)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1987)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1987)
 AW0608
 AW0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1988)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1988)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1988)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1988)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1988 (WD)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1988)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1988)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1988)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1988)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1988)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1989)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1989)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1989)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1989)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1989)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1989)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1989)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1989)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1989)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (1998)
 AW0608
 AW0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AW0608'THE STATION IS LOCATED IN GALVESTON, SET INTO THE SEAWALL ALONG
 AW0608'SEAWALL BOULEVARD (F.M. 3005) ABOUT 53.3 M (174.9 FT) SOUTHWEST OF
 AW0608'81ST STREET.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AW0608'HIGHWAY 45 AND SPUR 342, 61ST STREET, EXIT 1A, GO SOUTH-SOUTHWEST
 AW0608'ALONG 61ST STREET FOR 2.66 KM (1.65 MI) TO A T-JUNCTION WITH SEAWALL
 AW0608'BOULEVARD.  TURN RIGHT AND GO SOUTHWEST ALONG SEAWALL BOULEVARD FOR
 AW0608'2.17 KM (1.35 MI) TO THE STATION ON THE LEFT, JUST PAST 81ST STREET.
 AW0608'THE STATION IS LOCATED 45.3 M (148.6 FT) SOUTHWEST FROM A LIGHT POLE,
 AW0608'36.2 M (118.8 FT) NORTHEAST FROM SURVEY DISK 75+28, 16.5 M (54.1 FT)
 AW0608'SOUTHEAST FROM THE CENTER OF SEAWALL BOULEVARD, 4.1 M (13.5 FT)
 AW0608'SOUTHEAST FROM THE CURB AND 0.5 M (1.6 FT) NORTHWEST FROM THE
 AW0608'SOUTHEAST EDGE OF THE SEAWALL.
 AW0608
 AW0608                          STATION RECOVERY (2002)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (2003)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (2004)
 AW0608
 AW0608'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0608'RECOVERED IN GOOD CONDITION.
 AW0608
 AW0608                          STATION RECOVERY (2006)
 AW0608
 AW0608'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 AW0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1688 ***********************************************************************
 AW1688  DESIGNATION -  742 USGS
 AW1688  PID         -  AW1688
 AW1688  STATE/COUNTY-  TX/GALVESTON
 AW1688  USGS QUAD   -  CAPLEN (1994)
 AW1688
 AW1688                         *CURRENT SURVEY CONTROL
 AW1688  ___________________________________________________________________
 AW1688* NAD 83(1986)-  29 29 14.     (N)    094 33 10.     (W)     SCALED    
 AW1688* NAVD 88     -         3.16   (+/-2cm)      10.4    (feet)  VERTCON   
 AW1688  ___________________________________________________________________
 AW1688  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1688
 AW1688  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1688
 AW1688.The horizontal coordinates were scaled from a topographic map and have
 AW1688.an estimated accuracy of +/- 6 seconds.
 AW1688
 AW1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1688.The vertical order pertains to the NGVD 29 superseded value.
 AW1688
 AW1688.The geoid height was determined by GEOID03.
 AW1688
 AW1688;                    North         East    Units  Estimated Accuracy
 AW1688;SPC TXSC     - 4,191,490.    1,031,120.      MT  (+/- 180 meters Scaled)
 AW1688
 AW1688                          SUPERSEDED SURVEY CONTROL
 AW1688
 AW1688  NGVD 29 (??/??/92)    3.16   (m)           10.4    (f) COMPUTED    1 2
 AW1688
 AW1688.Superseded values are not recommended for survey control.
 AW1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1688.See file dsdata.txt to determine how the superseded data were derived.
 AW1688
 AW1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN494629(NAD 83)
 AW1688_MARKER: X = CHISELED CROSS
 AW1688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1688_SP_SET: REDUCER JOINT
 AW1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1688
 AW1688  HISTORY     - Date     Condition        Report By
 AW1688  HISTORY     - UNK      MONUMENTED       USGS
 AW1688  HISTORY     - 1958     GOOD             NGS
 AW1688  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1688  HISTORY     - 19990511 MARK NOT FOUND   USPSQD
 AW1688  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW1688  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW1688  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW1688
 AW1688                          STATION DESCRIPTION
 AW1688
 AW1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1688'4.4 MI SW FROM GILCHRIST.
 AW1688'ABOUT 4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1688'AT GILCHRIST, THENCE ABOUT 0.1 MILE SOUTHEAST ALONG A SHELL ROAD, 26
 AW1688'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 306 FEET SOUTHEAST OF
 AW1688'THE MOST NORTHEASTERLY ONE OF 6 OIL TANKS, 87 FEET SOUTHEAST OF OIL
 AW1688'WELL 3, 10 1/2 FEET SOUTHEAST OF A POWER POLE, ABOUT 1 1/2 FEET ABOVE
 AW1688'THE GROUND, AND ON THE TOP OF A REDUCER JOINT BETWEEN A T COUPLING AND
 AW1688'A 90 DEG COUPLING ON THE NORTHEAST SIDE OF A 4-INCH GAS LINE.
 AW1688
 AW1688                          STATION RECOVERY (1978)
 AW1688
 AW1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1688'NOT RECOVERED.
 AW1688
 AW1688                          STATION RECOVERY (1999)
 AW1688
 AW1688'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1688'MARK NOT FOUND.
 AW1688
 AW1688                          STATION RECOVERY (2001)
 AW1688
 AW1688'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1688'MARK NOT FOUND.
 AW1688
 AW1688                          STATION RECOVERY (2002)
 AW1688
 AW1688'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1688'MARK NOT FOUND.
 AW1688
 AW1688                          STATION RECOVERY (2004)
 AW1688
 AW1688'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0488 ***********************************************************************
 DN0488  DESIGNATION -  742.5
 DN0488  PID         -  DN0488
 DN0488  STATE/COUNTY-  TX/GRAYSON
 DN0488  USGS QUAD   -  SHERMAN (1974)
 DN0488
 DN0488                         *CURRENT SURVEY CONTROL
 DN0488  ___________________________________________________________________
 DN0488* NAD 83(1986)-  33 44 56.     (N)    096 32 37.     (W)     SCALED    
 DN0488* NAVD 88     -       226.344  (meters)     742.60   (feet)  ADJUSTED  
 DN0488  ___________________________________________________________________
 DN0488  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DN0488  DYNAMIC HT  -         226.101 (meters)     741.80  (feet)  COMP
 DN0488  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 DN0488
 DN0488  VERT ORDER  -  SECOND    CLASS 0
 DN0488
 DN0488.The horizontal coordinates were scaled from a topographic map and have
 DN0488.an estimated accuracy of +/- 6 seconds.
 DN0488
 DN0488.The orthometric height was determined by differential leveling
 DN0488.and adjusted by the National Geodetic Survey in June 1991..
 DN0488
 DN0488.The geoid height was determined by GEOID03.
 DN0488
 DN0488.The dynamic height is computed by dividing the NAVD 88
 DN0488.geopotential number by the normal gravity value computed on the
 DN0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0488.degrees latitude (g = 980.6199 gals.).
 DN0488
 DN0488.The modeled gravity was interpolated from observed gravity values.
 DN0488
 DN0488;                    North         East    Units  Estimated Accuracy
 DN0488;SPC TXNC     - 2,232,590.      781,250.      MT  (+/- 180 meters Scaled)
 DN0488
 DN0488                          SUPERSEDED SURVEY CONTROL
 DN0488
 DN0488  NGVD 29 (??/??/92)  226.31   (m)          742.5    (f) COMPUTED    2 0
 DN0488
 DN0488.Superseded values are not recommended for survey control.
 DN0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0488.See file dsdata.txt to determine how the superseded data were derived.
 DN0488
 DN0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC275370(NAD 83)
 DN0488_MARKER: B = BOLT
 DN0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0488_SP_SET: WARNING SIGN
 DN0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0488
 DN0488  HISTORY     - Date     Condition        Report By
 DN0488  HISTORY     - UNK      MONUMENTED       LOCENG
 DN0488  HISTORY     - 1934     GOOD             NGS
 DN0488  HISTORY     - 20020815 MARK NOT FOUND   USPSQD
 DN0488
 DN0488                          STATION DESCRIPTION
 DN0488
 DN0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0488'IN DENISON.
 DN0488'AT DENISON, GRAYSON COUNTY, 25 FEET NORTH OF THE MISSOURI-KANSAS-TEXAS
 DN0488'RAILROAD OF TEXAS, 25 FEET WEST OF MIRRICK AVENUE CURB, SOUTH OF THE
 DN0488'BRICK BUILDING OF THE TEXAS LIGHT AND POWER CO., AND AT THE
 DN0488'CROSSING-WARNING SIGN.  TOP OF THE SOUTHWEST BOLT.
 DN0488
 DN0488                          STATION RECOVERY (2002)
 DN0488
 DN0488'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 DN0488'BOLT HAS BEEN CUT OFF.
 DN0488' 
 DN0488' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6467 ***********************************************************************
 AW6467  DESIGNATION -  745 00 350L USE 1948
 AW6467  PID         -  AW6467
 AW6467  STATE/COUNTY-  TX/HARRIS
 AW6467  USGS QUAD   -  PASADENA (1995)
 AW6467
 AW6467                         *CURRENT SURVEY CONTROL
 AW6467  ___________________________________________________________________
 AW6467* NAD 83(1993)-  29 44 12.26017(N)    095 08 58.38078(W)     ADJUSTED  
 AW6467* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6467  ___________________________________________________________________
 AW6467  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AW6467  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6467
 AW6467  HORZ ORDER  -  THIRD
 AW6467
 AW6467.The horizontal coordinates were established by classical geodetic methods
 AW6467.and adjusted by the National Geodetic Survey in February 1996..
 AW6467
 AW6467.The orthometric height was scaled from a topographic map.
 AW6467
 AW6467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6467
 AW6467.The geoid height was determined by GEOID03.
 AW6467
 AW6467;                    North         East     Units Scale Factor Converg.
 AW6467;SPC TXSC     - 4,217,079.832   972,383.154   MT  0.99988775   +1 53 11.0
 AW6467;SPC TXSC     -13,835,536.08  3,190,227.06   sFT  0.99988775   +1 53 11.0
 AW6467;UTM  15      - 3,291,549.344   292,110.884   MT  1.00013326   -1 03 59.7
 AW6467
 AW6467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6467!SPC TXSC     -   1.00000427  x   0.99988775  =   0.99989202
 AW6467!UTM  15      -   1.00000427  x   1.00013326  =   1.00013753
 AW6467
 AW6467:                Primary Azimuth Mark                     Grid Az
 AW6467:SPC TXSC     -  760 00 350L USE 1948                     287 50 03.9
 AW6467:UTM  15      -  760 00 350L USE 1948                     290 47 14.6
 AW6467
 AW6467|---------------------------------------------------------------------|
 AW6467| PID    Reference Object                     Distance      Geod. Az  |
 AW6467|                                                           dddmmss.s |
 AW6467| AW6464 760 00 350L USE 1948                403.179 METERS 2894314.9 |
 AW6467|---------------------------------------------------------------------|
 AW6467
 AW6467                          SUPERSEDED SURVEY CONTROL
 AW6467
 AW6467  NAD 83(1986)-  29 44 12.27541(N)    095 08 58.36191(W) AD(       ) 3
 AW6467  NAD 27      -  29 44 11.45558(N)    095 08 57.60775(W) AD(       ) 3
 AW6467
 AW6467.Superseded values are not recommended for survey control.
 AW6467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6467.See file dsdata.txt to determine how the superseded data were derived.
 AW6467
 AW6467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9211191549(NAD 83)
 AW6467_MARKER: DD = SURVEY DISK
 AW6467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6467+STABILITY: SURFACE MOTION
 AW6467
 AW6467  HISTORY     - Date     Condition        Report By
 AW6467  HISTORY     - 1948     MONUMENTED       USE
 AW6467  HISTORY     - 1955     GOOD             CGS
 AW6467
 AW6467                          STATION DESCRIPTION
 AW6467
 AW6467'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6467'LOCATED APPROXIMATELY 2 MI. UP CHANNEL (W) OF BOGGY BAYOU
 AW6467'BASIN, APPROXIMATELY 1000 FT. W OF SOME CONCRETE RUINS,
 AW6467'APPROXIMATELY 75 FT. N OF THE N MEAN HIGH-WATERLINE OF THE
 AW6467'HOUSTON SHIP CHANNEL, APPROXIMATELY 100 FT. S OF THE S DIKE
 AW6467'OF A SPOIL AREA, AND APPROXIMATELY 900 FT. NE OF HOUSTON
 AW6467'SHIP CHANNEL LIGHT NO. 75.
 AW6467'
 AW6467'A U.S.E. DISK, STAMPED 745+00 350 L AND SET IN THE TOP OF A
 AW6467'15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6467'
 AW6467'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6467'
 AW6467'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3600 ***********************************************************************
 AW3600  DESIGNATION -  745+00 350
 AW3600  PID         -  AW3600
 AW3600  STATE/COUNTY-  TX/HARRIS
 AW3600  USGS QUAD   -  PASADENA (1995)
 AW3600
 AW3600                         *CURRENT SURVEY CONTROL
 AW3600  ___________________________________________________________________
 AW3600* NAD 83(1986)-  29 44 12.     (N)    095 08 57.     (W)     SCALED    
 AW3600* NAVD 88     -         1.03   (+/-2cm)       3.4    (feet)  VERTCON   
 AW3600  ___________________________________________________________________
 AW3600  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3600
 AW3600  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3600
 AW3600.The horizontal coordinates were scaled from a topographic map and have
 AW3600.an estimated accuracy of +/- 6 seconds.
 AW3600
 AW3600.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3600.The vertical order pertains to the NGVD 29 superseded value.
 AW3600
 AW3600.The geoid height was determined by GEOID03.
 AW3600
 AW3600;                    North         East    Units  Estimated Accuracy
 AW3600;SPC TXSC     - 4,217,070.      972,420.      MT  (+/- 180 meters Scaled)
 AW3600
 AW3600                          SUPERSEDED SURVEY CONTROL
 AW3600
 AW3600  NGVD 29 (??/??/92)    1.024  (m)            3.36   (f) ADJ UNCH    1 2
 AW3600
 AW3600.Superseded values are not recommended for survey control.
 AW3600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3600.See file dsdata.txt to determine how the superseded data were derived.
 AW3600
 AW3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN921915(NAD 83)
 AW3600_MARKER: DD = SURVEY DISK
 AW3600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3600_STAMPING: 745+00 350
 AW3600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3600+STABILITY: SURFACE MOTION
 AW3600
 AW3600  HISTORY     - Date     Condition        Report By
 AW3600  HISTORY     - UNK      MONUMENTED       USE
 AW3600  HISTORY     - 1959     GOOD             NGS
 AW3600  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3600
 AW3600                          STATION DESCRIPTION
 AW3600
 AW3600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3600'5.45 MI E FROM PASADENA.
 AW3600'ABOUT 5.45 MILES EAST ALONG THE HOUSTON SHIP CHANNEL FROM THE WASHBURN
 AW3600'TUNNEL AT PASADENA, ON THE NORTH BANK OF THE SHIP CHANNEL, 110 FEET
 AW3600'SOUTH OF THE TOP OF A DIRT DIKE, ABOUT 0.4 MILE WEST OF A LARGE
 AW3600'ABANDONED CONCRETE DOCK OR FOUNDATION, 61 FEET NORTHWEST OF A U. S.
 AW3600'ARMY NO TRESPASSING SIGN POST, 30 FEET NORTH OF THE HIGH WATER LINE OF
 AW3600'THE CHANNEL, 1 1/2 FEET NORTH OF A 4 X 4-INCH WOODEN POST PROJECTING 6
 AW3600'FEET, AND IN THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH
 AW3600'THE GROUND.
 AW3600
 AW3600                          STATION RECOVERY (1964)
 AW3600
 AW3600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1687 ***********************************************************************
 AW1687  DESIGNATION -  746 A USGS
 AW1687  PID         -  AW1687
 AW1687  STATE/COUNTY-  TX/GALVESTON
 AW1687  USGS QUAD   -  CAPLEN (1994)
 AW1687
 AW1687                         *CURRENT SURVEY CONTROL
 AW1687  ___________________________________________________________________
 AW1687* NAD 83(1986)-  29 28 58.     (N)    094 34 13.     (W)     SCALED    
 AW1687* NAVD 88     -         2.94   (+/-2cm)       9.6    (feet)  VERTCON   
 AW1687  ___________________________________________________________________
 AW1687  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1687
 AW1687  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1687
 AW1687.The horizontal coordinates were scaled from a topographic map and have
 AW1687.an estimated accuracy of +/- 6 seconds.
 AW1687
 AW1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1687.The vertical order pertains to the NGVD 29 superseded value.
 AW1687
 AW1687.The geoid height was determined by GEOID03.
 AW1687
 AW1687;                    North         East    Units  Estimated Accuracy
 AW1687;SPC TXSC     - 4,190,940.    1,029,450.      MT  (+/- 180 meters Scaled)
 AW1687
 AW1687                          SUPERSEDED SURVEY CONTROL
 AW1687
 AW1687  NGVD 29 (??/??/92)    2.94   (m)            9.6    (f) COMPUTED    1 2
 AW1687
 AW1687.Superseded values are not recommended for survey control.
 AW1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1687.See file dsdata.txt to determine how the superseded data were derived.
 AW1687
 AW1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN477625(NAD 83)
 AW1687_MARKER: Z = SEE DESCRIPTION
 AW1687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1687_SP_SET: WELL CASING
 AW1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1687
 AW1687  HISTORY     - Date     Condition        Report By
 AW1687  HISTORY     - UNK      MONUMENTED       USGS
 AW1687  HISTORY     - 1958     GOOD             NGS
 AW1687  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1687  HISTORY     - 19990511 MARK NOT FOUND   USPSQD
 AW1687  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW1687  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW1687
 AW1687                          STATION DESCRIPTION
 AW1687
 AW1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1687'5.5 MI SW FROM GILCHRIST.
 AW1687'ABOUT 5.5 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POSTOFFICE
 AW1687'AT GILCHRIST, 150 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 90
 AW1687'FEET NORTHWEST OF A FENCE, AND ON THE TOP OF THE CAP OF A 10-INCH
 AW1687'ABANDONED GAS WELL CASING PROJECTING 2 FEET.
 AW1687
 AW1687                          STATION RECOVERY (1978)
 AW1687
 AW1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1687'NOT RECOVERED.
 AW1687
 AW1687                          STATION RECOVERY (1999)
 AW1687
 AW1687'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1687'MARK NOT FOUND.
 AW1687
 AW1687                          STATION RECOVERY (2001)
 AW1687
 AW1687'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1687'MARK NOT FOUND.
 AW1687
 AW1687                          STATION RECOVERY (2002)
 AW1687
 AW1687'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1366 ***********************************************************************
 AW1366  DESIGNATION -  746 B USGS
 AW1366  PID         -  AW1366
 AW1366  STATE/COUNTY-  TX/GALVESTON
 AW1366  USGS QUAD   -  CAPLEN (1994)
 AW1366
 AW1366                         *CURRENT SURVEY CONTROL
 AW1366  ___________________________________________________________________
 AW1366* NAD 83(1986)-  29 29 01.     (N)    094 34 07.     (W)     SCALED    
 AW1366* NAVD 88     -         2.35   (+/-2cm)       7.7    (feet)  VERTCON   
 AW1366  ___________________________________________________________________
 AW1366  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1366
 AW1366  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1366
 AW1366.The horizontal coordinates were scaled from a topographic map and have
 AW1366.an estimated accuracy of +/- 6 seconds.
 AW1366
 AW1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1366.The vertical order pertains to the NGVD 29 superseded value.
 AW1366
 AW1366.The geoid height was determined by GEOID03.
 AW1366
 AW1366;                    North         East    Units  Estimated Accuracy
 AW1366;SPC TXSC     - 4,191,040.    1,029,600.      MT  (+/- 180 meters Scaled)
 AW1366
 AW1366                          SUPERSEDED SURVEY CONTROL
 AW1366
 AW1366  NGVD 29 (??/??/92)    2.346  (m)            7.70   (f) ADJ UNCH    1 2
 AW1366
 AW1366.Superseded values are not recommended for survey control.
 AW1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1366.See file dsdata.txt to determine how the superseded data were derived.
 AW1366
 AW1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN479625(NAD 83)
 AW1366_MARKER: X = CHISELED CROSS
 AW1366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1366_SP_SET: WELL CASING
 AW1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1366
 AW1366  HISTORY     - Date     Condition        Report By
 AW1366  HISTORY     - UNK      MONUMENTED       USGS
 AW1366  HISTORY     - 1958     GOOD             NGS
 AW1366  HISTORY     - 1978     GOOD             NGS
 AW1366  HISTORY     - 19990902 MARK NOT FOUND   USPSQD
 AW1366  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW1366  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW1366  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW1366
 AW1366                          STATION DESCRIPTION
 AW1366
 AW1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1366'5.45 MI SW FROM GILCHRIST.
 AW1366'ABOUT 5.45 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1366'AT GILCHRIST, 134 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 78
 AW1366'FEET NORTHWEST OF A FENCE, ON THE TOP OF THE OUTLET OF A T COUPLING
 AW1366'AND REDUCER JOINT ON THE NORTHWEST SIDE OF A 4-INCH WELL CASING
 AW1366'PROJECTING 2 FEET.
 AW1366
 AW1366                          STATION RECOVERY (1978)
 AW1366
 AW1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1366'RECOVERED IN GOOD CONDITION.
 AW1366
 AW1366                          STATION RECOVERY (1999)
 AW1366
 AW1366'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1366'MARK NOT FOUND.
 AW1366
 AW1366                          STATION RECOVERY (2001)
 AW1366
 AW1366'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1366'MARK NOT FOUND.
 AW1366
 AW1366                          STATION RECOVERY (2002)
 AW1366
 AW1366'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1366'MARK NOT FOUND.
 AW1366
 AW1366                          STATION RECOVERY (2004)
 AW1366
 AW1366'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4783 ***********************************************************************
 AW4783  DESIGNATION -  75
 AW4783  PID         -  AW4783
 AW4783  STATE/COUNTY-  TX/FORT BEND
 AW4783  USGS QUAD   -  ORCHARD (1980)
 AW4783
 AW4783                         *CURRENT SURVEY CONTROL
 AW4783  ___________________________________________________________________
 AW4783* NAD 83(1986)-  29 35 50.     (N)    095 57 12.     (W)     SCALED    
 AW4783* NAVD 88     -        37.62   (+/-2cm)     123.4    (feet)  VERTCON   
 AW4783  ___________________________________________________________________
 AW4783  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW4783
 AW4783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4783
 AW4783.The horizontal coordinates were scaled from a topographic map and have
 AW4783.an estimated accuracy of +/- 6 seconds.
 AW4783
 AW4783.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4783.The vertical order pertains to the NGVD 29 superseded value.
 AW4783
 AW4783.The geoid height was determined by GEOID03.
 AW4783
 AW4783;                    North         East    Units  Estimated Accuracy
 AW4783;SPC TXSC     - 4,199,330.      895,070.      MT  (+/- 180 meters Scaled)
 AW4783
 AW4783                          SUPERSEDED SURVEY CONTROL
 AW4783
 AW4783  NGVD 29 (??/??/92)   37.615  (m)          123.41   (f) ADJ UNCH    2 0
 AW4783
 AW4783.Superseded values are not recommended for survey control.
 AW4783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4783.See file dsdata.txt to determine how the superseded data were derived.
 AW4783
 AW4783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN139777(NAD 83)
 AW4783_MARKER: DD = SURVEY DISK
 AW4783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4783_SP_SET: MILEPOST
 AW4783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4783
 AW4783  HISTORY     - Date     Condition        Report By
 AW4783  HISTORY     - UNK      MONUMENTED       GCSFRC
 AW4783  HISTORY     - 1935     GOOD             NGS
 AW4783  HISTORY     - 1943     GOOD             NGS
 AW4783  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4783  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4783  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW4783
 AW4783                          STATION DESCRIPTION
 AW4783
 AW4783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AW4783'1.1 MI E FROM ORCHARD.
 AW4783'1.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4783'STATION AT ORCHARD, FORT BEND COUNTY, AT METAL MILEPOST 75, 10 FEET
 AW4783'NORTH OF THE CENTERLINE OF THE TRACK, LEVEL WITH THE TOP OF THE RAILS.
 AW4783'THE HIGHEST POINT OF A VERTICAL SECTION OF RAIL.
 AW4783
 AW4783                          STATION RECOVERY (1943)
 AW4783
 AW4783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4783'RECOVERED IN GOOD CONDITION.
 AW4783
 AW4783                          STATION RECOVERY (1990)
 AW4783
 AW4783'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4783'MARK NOT FOUND.
 AW4783
 AW4783                          STATION RECOVERY (1997)
 AW4783
 AW4783'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4783'MARK NOT FOUND.
 AW4783
 AW4783                          STATION RECOVERY (2004)
 AW4783
 AW4783'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0850 ***********************************************************************
 DN0850  DESIGNATION -  75
 DN0850  PID         -  DN0850
 DN0850  STATE/COUNTY-  TX/MONTAGUE
 DN0850  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0850
 DN0850                         *CURRENT SURVEY CONTROL
 DN0850  ___________________________________________________________________
 DN0850* NAD 83(1986)-  33 36 17.     (N)    097 56 50.     (W)     SCALED    
 DN0850* NAVD 88     -       306.549  (meters)    1005.74   (feet)  ADJUSTED  
 DN0850  ___________________________________________________________________
 DN0850  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DN0850  DYNAMIC HT  -         306.210 (meters)    1004.62  (feet)  COMP
 DN0850  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 DN0850
 DN0850  VERT ORDER  -  FIRST     CLASS II
 DN0850
 DN0850.The horizontal coordinates were scaled from a topographic map and have
 DN0850.an estimated accuracy of +/- 6 seconds.
 DN0850
 DN0850.The orthometric height was determined by differential leveling
 DN0850.and adjusted by the National Geodetic Survey in June 1991..
 DN0850
 DN0850.The geoid height was determined by GEOID03.
 DN0850
 DN0850.The dynamic height is computed by dividing the NAVD 88
 DN0850.geopotential number by the normal gravity value computed on the
 DN0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0850.degrees latitude (g = 980.6199 gals.).
 DN0850
 DN0850.The modeled gravity was interpolated from observed gravity values.
 DN0850
 DN0850;                    North         East    Units  Estimated Accuracy
 DN0850;SPC TXNC     - 2,215,050.      651,300.      MT  (+/- 180 meters Scaled)
 DN0850
 DN0850                          SUPERSEDED SURVEY CONTROL
 DN0850
 DN0850  NGVD 29 (??/??/92)  306.491  (m)         1005.55   (f) ADJ UNCH    1 2
 DN0850
 DN0850.Superseded values are not recommended for survey control.
 DN0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0850.See file dsdata.txt to determine how the superseded data were derived.
 DN0850
 DN0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC976188(NAD 83)
 DN0850_MARKER: Z = SEE DESCRIPTION
 DN0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0850_SP_SET: MILEPOST
 DN0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0850
 DN0850  HISTORY     - Date     Condition        Report By
 DN0850  HISTORY     - UNK      MONUMENTED       BNRR
 DN0850  HISTORY     - 1950     GOOD             NGS
 DN0850  HISTORY     - 19961116 GOOD             USPSQD
 DN0850
 DN0850                          STATION DESCRIPTION
 DN0850
 DN0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0850'4.5 MI SE FROM BELLEVUE.
 DN0850'IN MONTAGUE COUNTY, 4.5 MILES SOUTHEAST ALONG THE FORT WORTH AND
 DN0850'DENVER CITY RAILWAY FROM BELLEVUE, CLAY COUNTY, AND ON THE TOP OF
 DN0850'MILEPOST 75.  THE TOP OF THE MILEPOST.
 DN0850
 DN0850                          STATION RECOVERY (1996)
 DN0850
 DN0850'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1298 ***********************************************************************
 BL1298  DESIGNATION -  75
 BL1298  PID         -  BL1298
 BL1298  STATE/COUNTY-  TX/MONTGOMERY
 BL1298  USGS QUAD   -  CONROE (1976)
 BL1298
 BL1298                         *CURRENT SURVEY CONTROL
 BL1298  ___________________________________________________________________
 BL1298* NAD 83(1986)-  30 19 08.     (N)    095 24 38.     (W)     SCALED    
 BL1298* NAVD 88     -        62.79   (+/-2cm)     206.0    (feet)  VERTCON   
 BL1298  ___________________________________________________________________
 BL1298  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1298
 BL1298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1298
 BL1298.The horizontal coordinates were scaled from a topographic map and have
 BL1298.an estimated accuracy of +/- 6 seconds.
 BL1298
 BL1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1298.The vertical order pertains to the NGVD 29 superseded value.
 BL1298
 BL1298.The geoid height was determined by GEOID03.
 BL1298
 BL1298;                    North         East    Units  Estimated Accuracy
 BL1298;SPC TX C     - 3,082,780.    1,173,280.      MT  (+/- 180 meters Scaled)
 BL1298
 BL1298                          SUPERSEDED SURVEY CONTROL
 BL1298
 BL1298  NGVD 29 (??/??/92)   62.788  (m)          206.00   (f) ADJ UNCH    2 0
 BL1298
 BL1298.Superseded values are not recommended for survey control.
 BL1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1298.See file dsdata.txt to determine how the superseded data were derived.
 BL1298
 BL1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP682565(NAD 83)
 BL1298_MARKER: Z = SEE DESCRIPTION
 BL1298_SETTING: 0 = UNSPECIFIED SETTING
 BL1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1298
 BL1298  HISTORY     - Date     Condition        Report By
 BL1298  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL1298  HISTORY     - 1954     GOOD             NGS
 BL1298
 BL1298                          STATION DESCRIPTION
 BL1298
 BL1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1298'3.0 MI E FROM CONROE.
 BL1298'3.0 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1298'STATION AT CONROE, 46.6 FEET NORTH OF THE NORTH RAIL, 16.4 FEET NORTH
 BL1298'OF MILEPOST 75, 1 FOOT SOUTH OF A FENCE, A VERTICAL SECTION OF RAIL
 BL1298'WHICH PROJECTS 1.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0470 ***********************************************************************
 AJ0470  DESIGNATION -  75
 AJ0470  PID         -  AJ0470
 AJ0470  STATE/COUNTY-  TX/DUVAL
 AJ0470  USGS QUAD   -  REALITOS (1967)
 AJ0470
 AJ0470                         *CURRENT SURVEY CONTROL
 AJ0470  ___________________________________________________________________
 AJ0470* NAD 83(1986)-  27 25 48.     (N)    098 33 10.     (W)     SCALED    
 AJ0470* NAVD 88     -       140.678  (meters)     461.54   (feet)  ADJUSTED  
 AJ0470  ___________________________________________________________________
 AJ0470  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AJ0470  DYNAMIC HT  -         140.455 (meters)     460.81  (feet)  COMP
 AJ0470  MODELED GRAV-     979,056.2   (mgal)                       NAVD 88
 AJ0470
 AJ0470  VERT ORDER  -  FIRST     CLASS II
 AJ0470
 AJ0470.The horizontal coordinates were scaled from a topographic map and have
 AJ0470.an estimated accuracy of +/- 6 seconds.
 AJ0470
 AJ0470.The orthometric height was determined by differential leveling
 AJ0470.and adjusted by the National Geodetic Survey in June 1991..
 AJ0470
 AJ0470.The geoid height was determined by GEOID03.
 AJ0470
 AJ0470.The dynamic height is computed by dividing the NAVD 88
 AJ0470.geopotential number by the normal gravity value computed on the
 AJ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0470.degrees latitude (g = 980.6199 gals.).
 AJ0470
 AJ0470.The modeled gravity was interpolated from observed gravity values.
 AJ0470
 AJ0470;                    North         East    Units  Estimated Accuracy
 AJ0470;SPC TX S     - 5,195,370.      294,780.      MT  (+/- 180 meters Scaled)
 AJ0470
 AJ0470                          SUPERSEDED SURVEY CONTROL
 AJ0470
 AJ0470  NGVD 29 (??/??/92)  140.712  (m)          461.65   (f) ADJ UNCH    1 2
 AJ0470
 AJ0470.Superseded values are not recommended for survey control.
 AJ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0470.See file dsdata.txt to determine how the superseded data were derived.
 AJ0470
 AJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR442341(NAD 83)
 AJ0470_MARKER: Z = SEE DESCRIPTION
 AJ0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0470_SP_SET: RAIL
 AJ0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0470
 AJ0470  HISTORY     - Date     Condition        Report By
 AJ0470  HISTORY     - UNK      MONUMENTED
 AJ0470  HISTORY     - 1933     GOOD             NGS
 AJ0470  HISTORY     - 1934     GOOD             NGS
 AJ0470
 AJ0470                          STATION DESCRIPTION
 AJ0470
 AJ0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0470'2.0 MI SW FROM REALITOS.
 AJ0470'ON THE TEXAS-MEXICAN RR. AT MILE POST 75.  40 FT. NW OF TRACK.  25 FT.
 AJ0470'NW OF MILE POST.  A 6 FT. RAIL BURIED IN THE GROUND WITH 6 IN. ABOVE
 AJ0470'THE GROUND.  HIGHEST POINT USED.
 AJ0470
 AJ0470                          STATION RECOVERY (1934)
 AJ0470
 AJ0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0335 ***********************************************************************
 GK0335  DESIGNATION -  75
 GK0335  PID         -  GK0335
 GK0335  STATE/COUNTY-  TX/OCHILTREE
 GK0335  USGS QUAD   -  WAKA (1973)
 GK0335
 GK0335                         *CURRENT SURVEY CONTROL
 GK0335  ___________________________________________________________________
 GK0335* NAD 83(1986)-  36 16 26.     (N)    101 03 58.     (W)     SCALED    
 GK0335* NAVD 88     -       930.634  (meters)    3053.26   (feet)  ADJUSTED  
 GK0335  ___________________________________________________________________
 GK0335  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 GK0335  DYNAMIC HT  -         929.645 (meters)    3050.01  (feet)  COMP
 GK0335  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 GK0335
 GK0335  VERT ORDER  -  SECOND    CLASS 0
 GK0335
 GK0335.The horizontal coordinates were scaled from a topographic map and have
 GK0335.an estimated accuracy of +/- 6 seconds.
 GK0335
 GK0335.The orthometric height was determined by differential leveling
 GK0335.and adjusted by the National Geodetic Survey in June 1991..
 GK0335
 GK0335.The geoid height was determined by GEOID03.
 GK0335
 GK0335.The dynamic height is computed by dividing the NAVD 88
 GK0335.geopotential number by the normal gravity value computed on the
 GK0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0335.degrees latitude (g = 980.6199 gals.).
 GK0335
 GK0335.The modeled gravity was interpolated from observed gravity values.
 GK0335
 GK0335;                    North         East    Units  Estimated Accuracy
 GK0335;SPC TX N     - 1,252,360.      238,990.      MT  (+/- 180 meters Scaled)
 GK0335
 GK0335                          SUPERSEDED SURVEY CONTROL
 GK0335
 GK0335  NGVD 29 (??/??/92)  930.218  (m)         3051.89   (f) ADJ UNCH    2 0
 GK0335
 GK0335.Superseded values are not recommended for survey control.
 GK0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0335.See file dsdata.txt to determine how the superseded data were derived.
 GK0335
 GK0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF144163(NAD 83)
 GK0335_MARKER: B = BOLT
 GK0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0335+STABILITY: SURFACE MOTION
 GK0335
 GK0335  HISTORY     - Date     Condition        Report By
 GK0335  HISTORY     - UNK      MONUMENTED
 GK0335  HISTORY     - 1943     GOOD             NGS
 GK0335  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0335
 GK0335                          STATION DESCRIPTION
 GK0335
 GK0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0335'1.3 MI SW FROM WAKA.
 GK0335'THIS MARK IS ABOUT 1.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA
 GK0335'FE RAILWAY FROM THE STATION AT WAKA, OCHILTREE COUNTY, 115.0 FEET
 GK0335'NORTHEAST OF MILEPOST 75, 45.0 FEET NORTHWEST OF THE NORTHWEST RAIL,
 GK0335'2.0 FEET SOUTH OF A WHITE REFERENCE POST.
 GK0335
 GK0335                          STATION RECOVERY (1972)
 GK0335
 GK0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0450 ***********************************************************************
 AH0450  DESIGNATION -  75
 AH0450  PID         -  AH0450
 AH0450  STATE/COUNTY-  TX/KLEBERG
 AH0450  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH0450
 AH0450                         *CURRENT SURVEY CONTROL
 AH0450  ___________________________________________________________________
 AH0450* NAD 83(1986)-  27 29 48.     (N)    097 21 02.     (W)     SCALED    
 AH0450* NAVD 88     -         1.494  (meters)       4.90   (feet)  ADJUSTED  
 AH0450  ___________________________________________________________________
 AH0450  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AH0450  DYNAMIC HT  -           1.491 (meters)       4.89  (feet)  COMP
 AH0450  MODELED GRAV-     979,118.8   (mgal)                       NAVD 88
 AH0450
 AH0450  VERT ORDER  -  SECOND    CLASS 0
 AH0450
 AH0450.The horizontal coordinates were scaled from a topographic map and have
 AH0450.an estimated accuracy of +/- 6 seconds.
 AH0450
 AH0450.The orthometric height was determined by differential leveling
 AH0450.and adjusted by the National Geodetic Survey in June 1991..
 AH0450
 AH0450.The geoid height was determined by GEOID03.
 AH0450
 AH0450.The dynamic height is computed by dividing the NAVD 88
 AH0450.geopotential number by the normal gravity value computed on the
 AH0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0450.degrees latitude (g = 980.6199 gals.).
 AH0450
 AH0450.The modeled gravity was interpolated from observed gravity values.
 AH0450
 AH0450;                    North         East    Units  Estimated Accuracy
 AH0450;SPC TX S     - 5,203,270.      413,570.      MT  (+/- 180 meters Scaled)
 AH0450
 AH0450                          SUPERSEDED SURVEY CONTROL
 AH0450
 AH0450  NGVD 29 (??/??/92)    1.642  (m)            5.39   (f) ADJ UNCH    2 0
 AH0450
 AH0450.Superseded values are not recommended for survey control.
 AH0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0450.See file dsdata.txt to determine how the superseded data were derived.
 AH0450
 AH0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR629425(NAD 83)
 AH0450_MARKER: DD = SURVEY DISK
 AH0450_SETTING: 0 = UNSPECIFIED SETTING
 AH0450_STAMPING: 75
 AH0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0450
 AH0450  HISTORY     - Date     Condition        Report By
 AH0450  HISTORY     - UNK      MONUMENTED       DOD
 AH0450  HISTORY     - 1949     GOOD             NGS
 AH0450
 AH0450                          STATION DESCRIPTION
 AH0450
 AH0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0450'27.6 MI SE FROM CORPUS CHRISTI.
 AH0450'TO REACH FROM INTERSECTION OF CHAPMAN RANCH ROAD AND LEXINGTON BLVD.
 AH0450'PROCEED 9.8 MILES SE ALONG LEXINGTON BLVD. TO LAGUNA MADRE CAUSEWAY,
 AH0450'CONTINUE STRAIGHT AHEAD ON CAUSEWAY 0.2 MILE TO PAVED ROAD LEADING
 AH0450'SOUTH, TURN SOUTH ON PAVED ROAD AND GO 13.2 MILES, ENTERING KING
 AH0450'RANCH, TO ENTRANCE TO FORMER FLYING FIELD NO.42, TURN E ON DIRT ROAD
 AH0450'AND GO 0.2 MILE TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 300 FT. E
 AH0450'OF THE NE CORNER OF THE OLD FIELD, ABOUT 350 FT. NW OF A SMALL LAKE,
 AH0450'66 FT. N OF THE CENTER OF DIRT ROAD AND 2 FT. W OF A 4X4 INCH WOODEN
 AH0450'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3601 ***********************************************************************
 AW3601  DESIGNATION -  750+00 350 1937 USE
 AW3601  PID         -  AW3601
 AW3601  STATE/COUNTY-  TX/HARRIS
 AW3601  USGS QUAD   -  PASADENA (1995)
 AW3601
 AW3601                         *CURRENT SURVEY CONTROL
 AW3601  ___________________________________________________________________
 AW3601* NAD 83(1986)-  29 44 13.     (N)    095 09 00.     (W)     SCALED    
 AW3601* NAVD 88     -         1.88   (+/-2cm)       6.2    (feet)  VERTCON   
 AW3601  ___________________________________________________________________
 AW3601  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3601
 AW3601  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3601
 AW3601.The horizontal coordinates were scaled from a topographic map and have
 AW3601.an estimated accuracy of +/- 6 seconds.
 AW3601
 AW3601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3601.The vertical order pertains to the NGVD 29 superseded value.
 AW3601
 AW3601.The geoid height was determined by GEOID03.
 AW3601
 AW3601;                    North         East    Units  Estimated Accuracy
 AW3601;SPC TXSC     - 4,217,100.      972,340.      MT  (+/- 180 meters Scaled)
 AW3601
 AW3601                          SUPERSEDED SURVEY CONTROL
 AW3601
 AW3601  NGVD 29 (??/??/92)    1.877  (m)            6.16   (f) ADJ UNCH    1 2
 AW3601
 AW3601.Superseded values are not recommended for survey control.
 AW3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3601.See file dsdata.txt to determine how the superseded data were derived.
 AW3601
 AW3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN920915(NAD 83)
 AW3601_MARKER: DD = SURVEY DISK
 AW3601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3601_STAMPING: 750+00 350 1937
 AW3601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3601+STABILITY: SURFACE MOTION
 AW3601
 AW3601  HISTORY     - Date     Condition        Report By
 AW3601  HISTORY     - 1937     MONUMENTED       USE
 AW3601  HISTORY     - 1959     GOOD             NGS
 AW3601  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3601
 AW3601                          STATION DESCRIPTION
 AW3601
 AW3601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3601'5.35 MI E FROM PASADENA.
 AW3601'ABOUT 5.35 MILES EAST ALONG THE HOUSTON SHIP CHANNEL FROM THE WASHBURN
 AW3601'TUNNEL AT PASADENA, ON THE NORTH BANK OF THE SHIP CHANNEL, 90 FEET
 AW3601'SOUTH OF THE TOP OF A DIRT DIKE, 16 FEET NORTH OF THE HIGH WATER LINE,
 AW3601'1 1/2 FEET NORTHWEST OF A 2 X 4-INCH WOODEN POST PROJECTING 6 FEET,
 AW3601'AND IN THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE
 AW3601'GROUND.
 AW3601
 AW3601                          STATION RECOVERY (1964)
 AW3601
 AW3601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0609 ***********************************************************************
 AW0609  FBN         -  This is a Federal Base Network Control Station.
 AW0609  DESIGNATION -  75+28
 AW0609  PID         -  AW0609
 AW0609  STATE/COUNTY-  TX/GALVESTON
 AW0609  USGS QUAD   -  GALVESTON (1994)
 AW0609
 AW0609                         *CURRENT SURVEY CONTROL
 AW0609  ___________________________________________________________________
 AW0609* NAD 83(1993)-  29 15 19.51944(N)    094 50 44.85777(W)     ADJUSTED  
 AW0609* NAVD 88     -         4.602  (meters)      15.10   (feet)  ADJUSTED  
 AW0609  ___________________________________________________________________
 AW0609  X           -    -470,440.458 (meters)                     COMP
 AW0609  Y           -  -5,549,133.057 (meters)                     COMP
 AW0609  Z           -   3,098,620.642 (meters)                     COMP
 AW0609  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AW0609  ELLIP HEIGHT-         -22.00  (meters)          (05/01/00) GPS OBS
 AW0609  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0609  DYNAMIC HT  -           4.596 (meters)      15.08  (feet)  COMP
 AW0609  MODELED GRAV-     979,257.7   (mgal)                       NAVD 88
 AW0609
 AW0609  HORZ ORDER  -  A
 AW0609  VERT ORDER  -  FIRST     CLASS I
 AW0609  ELLP ORDER  -  THIRD     CLASS I
 AW0609
 AW0609.The horizontal coordinates were established by GPS observations
 AW0609.and adjusted by the National Geodetic Survey in May 2000..
 AW0609
 AW0609.The orthometric height was determined by differential leveling
 AW0609.and adjusted by the National Geodetic Survey in June 1991..
 AW0609
 AW0609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0609
 AW0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0609
 AW0609.The ellipsoidal height was determined by GPS observations
 AW0609.and is referenced to NAD 83.
 AW0609
 AW0609.The geoid height was determined by GEOID03.
 AW0609
 AW0609.The dynamic height is computed by dividing the NAVD 88
 AW0609.geopotential number by the normal gravity value computed on the
 AW0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0609.degrees latitude (g = 980.6199 gals.).
 AW0609
 AW0609.The modeled gravity was interpolated from observed gravity values.
 AW0609
 AW0609;                    North         East     Units Scale Factor Converg.
 AW0609;SPC TXSC     - 4,164,774.650 1,003,642.450   MT  0.99986420   +2 02 06.7
 AW0609;SPC TXSC     -13,663,931.50  3,292,783.60   sFT  0.99986420   +2 02 06.7
 AW0609;UTM  15      - 3,237,696.879   320,647.240   MT  0.99999694   -0 54 08.2
 AW0609
 AW0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0609!SPC TXSC     -   1.00000346  x   0.99986420  =   0.99986765
 AW0609!UTM  15      -   1.00000346  x   0.99999694  =   1.00000040
 AW0609
 AW0609|---------------------------------------------------------------------|
 AW0609| PID    Reference Object                     Distance      Geod. Az  |
 AW0609|                                                           dddmmss.s |
 AW0609| AW0608 74+09.45                             36.171 METERS 05554     |
 AW0609|---------------------------------------------------------------------|
 AW0609
 AW0609                          SUPERSEDED SURVEY CONTROL
 AW0609
 AW0609  NAVD 88 (05/01/00)    4.60   (m)           15.1    (f) LEVELING    3  
 AW0609  NGVD 29 (12/23/87)    4.599  (m)           15.09   (f) ADJUSTED    1 1
 AW0609
 AW0609.Superseded values are not recommended for survey control.
 AW0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0609.See file dsdata.txt to determine how the superseded data were derived.
 AW0609
 AW0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2064737697(NAD 83)
 AW0609_MARKER: DD = SURVEY DISK
 AW0609_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0609_SP_SET: CONCRETE SEAWALL
 AW0609_STAMPING: 75+28
 AW0609_MARK LOGO: USE   
 AW0609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0609+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 AW0609
 AW0609  HISTORY     - Date     Condition        Report By
 AW0609  HISTORY     - 1964     MONUMENTED       USE
 AW0609  HISTORY     - 1964     GOOD             NGS
 AW0609  HISTORY     - 1978     GOOD             NGS
 AW0609  HISTORY     - 1987     GOOD             USPSQD
 AW0609  HISTORY     - 1987     GOOD             USPSQD
 AW0609  HISTORY     - 1987     GOOD             NGS
 AW0609  HISTORY     - 1988     GOOD             USPSQD
 AW0609  HISTORY     - 1988     GOOD             USPSQD
 AW0609  HISTORY     - 1988     GOOD             USPSQD
 AW0609  HISTORY     - 1988     GOOD             USPSQD
 AW0609  HISTORY     - 1988     GOOD             USPSQD
 AW0609  HISTORY     - 1989     GOOD             USPSQD
 AW0609  HISTORY     - 1989     GOOD             USPSQD
 AW0609  HISTORY     - 1989     GOOD             USPSQD
 AW0609  HISTORY     - 1989     GOOD             USPSQD
 AW0609  HISTORY     - 1989     GOOD             USPSQD
 AW0609  HISTORY     - 1989     GOOD             USPSQD
 AW0609  HISTORY     - 1989     GOOD             USPSQD
 AW0609  HISTORY     - 19980120 GOOD             NGS
 AW0609  HISTORY     - 20020720 GOOD             USPSQD
 AW0609  HISTORY     - 20031207 GOOD             USPSQD
 AW0609  HISTORY     - 20041208 GOOD             USPSQD
 AW0609
 AW0609                          STATION DESCRIPTION
 AW0609
 AW0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0609'4.35 MI SW FROM GALVESTON.
 AW0609'ABOUT 4.35 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0609'CENTER AT GALVESTON, ABOUT 83 YARDS SOUTHWEST OF 81ST STREET, 118 1/2
 AW0609'FEET SOUTHWEST OF BENCH MARK 75+09.45 (U.S.E.), 52 FEET SOUTHEAST OF
 AW0609'THE CENTER LINE OF THE BOULEVARD, SET IN THE CENTER OF THE TOP OF A
 AW0609'3-FOOT WIDE CONCRETE SEA WALL, AND ABOUT LEVEL WITH THE BOULEVARD.
 AW0609
 AW0609                          STATION RECOVERY (1978)
 AW0609
 AW0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1987)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1987)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1987)
 AW0609
 AW0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1988)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1988)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1988)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1988)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1988)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1989)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1989)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1989)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1989)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1989)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1989)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1989)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (1998)
 AW0609
 AW0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AW0609'THE STATION IS LOCATED IN GALVESTON, SET INTO THE SEAWALL, ALONG
 AW0609'SEAWALL BOULEVARD, JUST SOUTHWEST OF 81ST STREET.  TO REACH THE
 AW0609'STATION FROM THE JUNCTION OF INTRERSTATE HIGHWAY 45 AND SPUR 342, 61ST
 AW0609'STREET, EXIT 1A, GO SOUTH-SOUTHWEST ALONG 61ST STREET FOR 2.66 KM
 AW0609'(1.65 MI) TO A T-JUNCTION WITH SEAWALL BOULEVARD.  TURN RIGHT AND GO
 AW0609'SOUTHWEST ALONG SEAWALL BOULEVARD FOR 2.17 KM (1.35 MI) TO THE STATION
 AW0609'ON THE LEFT, JUST PAST 81ST STREET.  THE STATION IS LOCATED 36.2 M
 AW0609'(118.8 FT) SOUTHWEST FROM SURVEY DISK 74+09.45, 16.5 M (54.1 FT)
 AW0609'SOUTHEAST FROM THE CENTER OF SEAWALL BOULEVARD, 12.1 M (39.7 FT)
 AW0609'NORTHEAST FROM A CONCRETE STAIRCASE, 4.1 M (13.5 FT) SOUTHEAST FROM
 AW0609'THE CURB OF SEAWALL BOULEVARD AND .45 M (1.48 FT) NORTHWEST FROM THE
 AW0609'SOUTHEAST EDGE OF THE SEAWALL.
 AW0609
 AW0609                          STATION RECOVERY (2002)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (2003)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0609'RECOVERED IN GOOD CONDITION.
 AW0609
 AW0609                          STATION RECOVERY (2004)
 AW0609
 AW0609'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0479 ***********************************************************************
 AM0479  DESIGNATION -  754
 AM0479  PID         -  AM0479
 AM0479  STATE/COUNTY-  TX/MATAGORDA
 AM0479  USGS QUAD   -  SARGENT (1972)
 AM0479
 AM0479                         *CURRENT SURVEY CONTROL
 AM0479  ___________________________________________________________________
 AM0479* NAD 83(1993)-  28 45 53.51264(N)    095 37 54.06765(W)     ADJUSTED  
 AM0479* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0479  ___________________________________________________________________
 AM0479  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AM0479  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AM0479
 AM0479  HORZ ORDER  -  SECOND
 AM0479
 AM0479.The horizontal coordinates were established by classical geodetic methods
 AM0479.and adjusted by the National Geodetic Survey in February 1996..
 AM0479
 AM0479.The orthometric height was scaled from a topographic map.
 AM0479
 AM0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0479
 AM0479.The geoid height was determined by GEOID03.
 AM0479
 AM0479;                    North         East     Units Scale Factor Converg.
 AM0479;SPC TXSC     - 4,107,976.274   928,870.610   MT  0.99991237   +1 39 00.6
 AM0479;SPC TXSC     -13,477,585.49  3,047,469.66   sFT  0.99991237   +1 39 00.6
 AM0479;UTM  15      - 3,184,776.084   243,047.214   MT  1.00041487   -1 16 01.6
 AM0479
 AM0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0479!SPC TXSC     -   1.00000399  x   0.99991237  =   0.99991636
 AM0479!UTM  15      -   1.00000399  x   1.00041487  =   1.00041886
 AM0479
 AM0479|---------------------------------------------------------------------|
 AM0479| PID    Reference Object                     Distance      Geod. Az  |
 AM0479|                                                           dddmmss.s |
 AM0479| CV6021 754 RM 1                             46.160 METERS 05426     |
 AM0479| AM0373 AERMOTOR                            APPROX. 2.1 KM 0801327.4 |
 AM0479| CV6022 754 RM 2                             66.260 METERS 32522     |
 AM0479|---------------------------------------------------------------------|
 AM0479
 AM0479                          SUPERSEDED SURVEY CONTROL
 AM0479
 AM0479  NAD 83(1986)-  28 45 53.52117(N)    095 37 54.04837(W) AD(       ) 2
 AM0479  NAD 27      -  28 45 52.59300(N)    095 37 53.21700(W) AD(       ) 2
 AM0479
 AM0479.Superseded values are not recommended for survey control.
 AM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0479.See file dsdata.txt to determine how the superseded data were derived.
 AM0479
 AM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM4304784776(NAD 83)
 AM0479_MARKER: B = BOLT
 AM0479_SETTING: 0 = UNSPECIFIED SETTING
 AM0479
 AM0479  HISTORY     - Date     Condition        Report By
 AM0479  HISTORY     - 1934     MONUMENTED       CGS
 AM0479  HISTORY     - 1937     GOOD             TSI
 AM0479  HISTORY     - 1947     GOOD             CGS
 AM0479  HISTORY     - 1964     GOOD             CGS
 AM0479  HISTORY     - 1964     GOOD             CGS
 AM0479  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AM0479  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0479
 AM0479                          STATION DESCRIPTION
 AM0479
 AM0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0479'STATION IS LOCATED ABOUT 5 MILES SSE OF SARGENT, ABOUT 1 MILE
 AM0479'WSW OF CANY CREEK CANAL BRIDGE, AND 20 METERS N OF CANAL BANK.
 AM0479'
 AM0479'STATION IS MARKED BY A 6-INCH TILE WITH A SQUARE BRASS BOLT
 AM0479'CENTER.
 AM0479'
 AM0479'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 AM0479'A CONCRETE POST.  IT IS 66.26 METERS NE OF STATION.
 AM0479'
 AM0479'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AM0479'OF A CONCRETE POST.  IT IS 46.16 METERS WNW OF STATION.
 AM0479'
 AM0479'DISTANCES AND MAGNETIC AZIMUTHS TAKEN FROM THE STATION--CANAL
 AM0479'BRIDGE, 1 MILE, 56 DEG.  HOUSE ON S SIDE OF CANAL, 0.2 MILE,
 AM0479'85 DEG.  AND SMALL WHITE HOUSE, 1 MILE, 335 DEG.
 AM0479'
 AM0479'HEIGHT OF LIGHT ABOVE STATION MARK - 2.4 METERS.
 AM0479
 AM0479                          STATION RECOVERY (1937)
 AM0479
 AM0479'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AM0479'BENCH MARK RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AM0479
 AM0479                          STATION RECOVERY (1947)
 AM0479
 AM0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0479'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE FOLLOWING
 AM0479'ADDITIONS WILL AID IN FUTURE RECOVERY--
 AM0479'
 AM0479'1. THE BRASS BOLT IS STAMPED 754.
 AM0479'
 AM0479'2. THE STATION IS WITNESSED BY A WHITE POST WITH THE NUMBERS
 AM0479'336 PAINTED ON IT IN BLACK.
 AM0479'
 AM0479'3. THE STATION MONUMENT IS 34 FEET NW OF THE INTRACOSTAL
 AM0479'CANAL AND 13 FEET SW OF A SPOIL BANK.
 AM0479
 AM0479                          STATION RECOVERY (1964)
 AM0479
 AM0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLA)
 AM0479'STATION WAS RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 AM0479'IS ADEQUATE.  CANAL BANK IS WASHING AND STATION IS NOW ABOUT
 AM0479'25 FT. NW OF BANK.  NEW PRIVATE CANAL SW OF STATION HAS CUT
 AM0479'OFF FORMER ROAD TO STATION ALONG INTRACOASTAL CANAL, BUT STATION
 AM0479'CAN BE EASILY REACHED BY BOAT OR BY DRIVING ACROSS PASTURE
 AM0479'FROM NW.
 AM0479
 AM0479                          STATION RECOVERY (1964)
 AM0479
 AM0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EKM)
 AM0479'STATION RECOVERED AS DESCRIBED.  NO REFERENCE MARKS WERE
 AM0479'FOUND ALTHOUGH AN INTENSIVE SEARCH WAS MADE.  ADD TO DESCRIPTION,
 AM0479'STATION LIES 759 FEET EAST OF B.M. 755 (U.S.E.).  BOTH MARKS
 AM0479'ARE NORTH OF THE INTRACOASTAL WATERWAY, 15 FEET FROM THE WATER
 AM0479'LINE.  STATION MARK IS WITNESSED BY A WHITE SIGN ON A WOODEN
 AM0479'POST MARKED 366.  STATION B.M. 755 (U.S.E.) IS WITNESSED BY
 AM0479'A WHITE SIGN ON A WOODEN POST MARKED 366+759.
 AM0479
 AM0479                          STATION RECOVERY (1969)
 AM0479
 AM0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0479'THE STATION SITE WAS VISITED AND THE STATION MARK FOUND 6
 AM0479'INCHES NORTH OF THE EDGE OF THE NORTH BANK OF THE INTRACOASTAL
 AM0479'WATERWAY.  STATION WILL BE LOST IN THE VERY NEAR FUTURE.
 AM0479'TRIPOD CAN NOT BE SET OVER MARK AND THERE ARE NO OBJECTS
 AM0479'VISIBLE FROM THE GROUND FROM WHICH AN AZIMUTH COULD BE OBTAINED
 AM0479'TO MOVE THE MARK TO A SAFE PLACE.
 AM0479'
 AM0479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 AM0479'SOUTH-SOUTHEAST OF SARGENT
 AM0479
 AM0479                          STATION RECOVERY (2003)
 AM0479
 AM0479'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3607 ***********************************************************************
 AW3607  DESIGNATION -  754+99.38
 AW3607  PID         -  AW3607
 AW3607  STATE/COUNTY-  TX/HARRIS
 AW3607  USGS QUAD   -  PASADENA (1995)
 AW3607
 AW3607                         *CURRENT SURVEY CONTROL
 AW3607  ___________________________________________________________________
 AW3607* NAD 83(1986)-  29 44 26.     (N)    095 09 17.     (W)     SCALED    
 AW3607* NAVD 88     -         1.73   (+/-2cm)       5.7    (feet)  VERTCON   
 AW3607  ___________________________________________________________________
 AW3607  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3607
 AW3607  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3607
 AW3607.The horizontal coordinates were scaled from a topographic map and have
 AW3607.an estimated accuracy of +/- 6 seconds.
 AW3607
 AW3607.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3607.The vertical order pertains to the NGVD 29 superseded value.
 AW3607
 AW3607.The geoid height was determined by GEOID03.
 AW3607
 AW3607;                    North         East    Units  Estimated Accuracy
 AW3607;SPC TXSC     - 4,217,490.      971,870.      MT  (+/- 180 meters Scaled)
 AW3607
 AW3607                          SUPERSEDED SURVEY CONTROL
 AW3607
 AW3607  NGVD 29 (??/??/92)    1.723  (m)            5.65   (f) ADJ UNCH    1 2
 AW3607
 AW3607.Superseded values are not recommended for survey control.
 AW3607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3607.See file dsdata.txt to determine how the superseded data were derived.
 AW3607
 AW3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN916919(NAD 83)
 AW3607_MARKER: DD = SURVEY DISK
 AW3607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3607_STAMPING: 754+99.38
 AW3607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3607+STABILITY: SURFACE MOTION
 AW3607
 AW3607  HISTORY     - Date     Condition        Report By
 AW3607  HISTORY     - UNK      MONUMENTED       USE
 AW3607  HISTORY     - 1964     GOOD             NGS
 AW3607
 AW3607                          STATION DESCRIPTION
 AW3607
 AW3607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3607'4.6 MI SW FROM CHANELVIEW.
 AW3607'ABOUT 2.6 MILES WEST ALONG MARKET STREET FROM THE POST OFFICE AT
 AW3607'CHANNELVIEW, THENCE 1.75 MILES SOUTH ALONG THE PENN CITY ROAD, THENCE
 AW3607'0.25 MILE SOUTH THROUGH THE PORT HOUSTON SHIPYARD, ABOUT 0.25 MILE
 AW3607'SOUTH OF THE MAIN OFFICE FOR THE SHIPYARD, ABOUT 51 FEET NORTHWEST OF
 AW3607'BENCH MARK H 1188 1964, 60 FEET EAST OF THE CENTER LINE OF A ROAD, 49
 AW3607'FEET EAST OF THE EAST RAIL OF A TRACK FOR A LARGE OVERHEAD CRANE, 18
 AW3607'FEET WEST OF THE THIRD STANCION FROM THE SOUTH END FOR A SMALL CRANE
 AW3607'IN THE SHIPYARD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW3607'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0442 ***********************************************************************
 DN0442  DESIGNATION -  757.456=G 264
 DN0442  PID         -  DN0442
 DN0442  STATE/COUNTY-  TX/GRAYSON
 DN0442  USGS QUAD   -  SHERMAN (1974)
 DN0442
 DN0442                         *CURRENT SURVEY CONTROL
 DN0442  ___________________________________________________________________
 DN0442* NAD 83(1986)-  33 44 42.     (N)    096 32 12.     (W)     SCALED    
 DN0442* NAVD 88     -       230.916  (meters)     757.60   (feet)  ADJUSTED  
 DN0442  ___________________________________________________________________
 DN0442  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DN0442  DYNAMIC HT  -         230.668 (meters)     756.78  (feet)  COMP
 DN0442  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DN0442
 DN0442  VERT ORDER  -  FIRST     CLASS II
 DN0442
 DN0442.The horizontal coordinates were scaled from a topographic map and have
 DN0442.an estimated accuracy of +/- 6 seconds.
 DN0442
 DN0442.The orthometric height was determined by differential leveling
 DN0442.and adjusted by the National Geodetic Survey in June 1991..
 DN0442.WARNING-Repeat measurements at this control monument indicate possible
 DN0442.vertical movement.
 DN0442
 DN0442.The geoid height was determined by GEOID03.
 DN0442
 DN0442.The dynamic height is computed by dividing the NAVD 88
 DN0442.geopotential number by the normal gravity value computed on the
 DN0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0442.degrees latitude (g = 980.6199 gals.).
 DN0442
 DN0442.The modeled gravity was interpolated from observed gravity values.
 DN0442
 DN0442;                    North         East    Units  Estimated Accuracy
 DN0442;SPC TXNC     - 2,232,170.      781,900.      MT  (+/- 180 meters Scaled)
 DN0442
 DN0442                          SUPERSEDED SURVEY CONTROL
 DN0442
 DN0442  NGVD 29 (??/??/92)  230.873  (m)          757.46   (f) ADJ UNCH    1 2
 DN0442
 DN0442.Superseded values are not recommended for survey control.
 DN0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0442.See file dsdata.txt to determine how the superseded data were derived.
 DN0442
 DN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC281366(NAD 83)
 DN0442_MARKER: DB = BENCH MARK DISK
 DN0442_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0442_SP_SET: SHALLOW-SET PIPE
 DN0442_STAMPING: 757.456 G 264 1934 LAT 334440 LONG 963205
 DN0442_MARK LOGO: USGS  
 DN0442_PROJECTION: PROJECTING 30 CENTIMETERS
 DN0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0442_ROD/PIPE-DEPTH: 3.0  meters
 DN0442
 DN0442  HISTORY     - Date     Condition        Report By
 DN0442  HISTORY     - 1934     MONUMENTED       CGS
 DN0442  HISTORY     - 1948     GOOD             NGS
 DN0442  HISTORY     - 1986     GOOD             NGS
 DN0442  HISTORY     - 20020815 MARK NOT FOUND   USPSQD
 DN0442
 DN0442                          STATION DESCRIPTION
 DN0442
 DN0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0442'IN DENISON.
 DN0442'AT DENISON, GRAYSON COUNTY, 175 FEET WEST OF THE SOUTHWEST CORNER OF
 DN0442'THE INTERSECTION OF AUSTIN STREET AND TEXAS STREET, 70 YARDS WEST OF
 DN0442'THE CENTERLINE OF AUSTIN STREET, 13 YARDS SOUTH OF THE CENTERLINE OF
 DN0442'TEXAS STREET, AND 15 FEET NORTHWEST OF THE RESIDENCE AT 210 TEXAS
 DN0442'STREET.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 DN0442'757.456 G 264 1934 LAT 33 44 40 LONG 96 32 05 AND REIVETED ON THE TOP
 DN0442'OF A 3-1/2-INCH IRON PIPE.
 DN0442
 DN0442                          STATION RECOVERY (1948)
 DN0442
 DN0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DN0442'RECOVERED IN GOOD CONDITION.
 DN0442
 DN0442                          STATION RECOVERY (1986)
 DN0442
 DN0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0442'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DENISON,
 DN0442'AT 210 TEXAS STREET, NEAR THE NORTHWEST CORNER OF A LAWN, 64.0 M
 DN0442'(210.0 FT) WEST OF THE CENTERLINE OF SOUTH AUSTIN AVENUE, 16.3 M
 DN0442'(53.5 FT) SOUTH OF THE CENTER OF THE STREET, AND 4.6 M (15.1 FT)
 DN0442'NORTHWEST OF THE NORTHWEST CORNER OF A WHITE HOUSE AT 210 TEXAS
 DN0442'STREET.
 DN0442'THE MARK IS 0.6 M ABOVE THE STREET.
 DN0442
 DN0442                          STATION RECOVERY (2002)
 DN0442
 DN0442'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 DN0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0324 ***********************************************************************
 AE0324  DESIGNATION -  76
 AE0324  PID         -  AE0324
 AE0324  STATE/COUNTY-  TX/HIDALGO
 AE0324  USGS QUAD   -  SAN JUAN SE (1962)
 AE0324
 AE0324                         *CURRENT SURVEY CONTROL
 AE0324  ___________________________________________________________________
 AE0324* NAD 83(1986)-  26 07 08.     (N)    098 03 10.     (W)     SCALED    
 AE0324* NAVD 88     -        23.306  (meters)      76.46   (feet)  ADJUSTED  
 AE0324  ___________________________________________________________________
 AE0324  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AE0324  DYNAMIC HT  -          23.267 (meters)      76.34  (feet)  COMP
 AE0324  MODELED GRAV-     978,999.0   (mgal)                       NAVD 88
 AE0324
 AE0324  VERT ORDER  -  SECOND    CLASS 0
 AE0324
 AE0324.The horizontal coordinates were scaled from a topographic map and have
 AE0324.an estimated accuracy of +/- 6 seconds.
 AE0324
 AE0324.The orthometric height was determined by differential leveling
 AE0324.and adjusted by the National Geodetic Survey in June 1991..
 AE0324
 AE0324.The geoid height was determined by GEOID03.
 AE0324
 AE0324.The dynamic height is computed by dividing the NAVD 88
 AE0324.geopotential number by the normal gravity value computed on the
 AE0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0324.degrees latitude (g = 980.6199 gals.).
 AE0324
 AE0324.The modeled gravity was interpolated from observed gravity values.
 AE0324
 AE0324;                    North         East    Units  Estimated Accuracy
 AE0324;SPC TX S     - 5,050,180.      344,730.      MT  (+/- 180 meters Scaled)
 AE0324
 AE0324                          SUPERSEDED SURVEY CONTROL
 AE0324
 AE0324  NGVD 29 (??/??/92)   23.424  (m)           76.85   (f) ADJ UNCH    2 0
 AE0324
 AE0324.Superseded values are not recommended for survey control.
 AE0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0324.See file dsdata.txt to determine how the superseded data were derived.
 AE0324
 AE0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP947891(NAD 83)
 AE0324_MARKER: P = PIPE CAP
 AE0324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE0324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AE0324_STAMPING: 8 1913 77
 AE0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0324
 AE0324  HISTORY     - Date     Condition        Report By
 AE0324  HISTORY     - 1913     MONUMENTED       USGS
 AE0324  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0324  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0324
 AE0324                          STATION DESCRIPTION
 AE0324
 AE0324'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0324'3.2 MI N FROM RAY PAUL.
 AE0324'3.2 MILES NORTH ALONG A GRAVEL ROAD FROM RUN SCHOOL NO. 1 AT RAY PAUL,
 AE0324'HIDALGO COUNTY, 240 FEET WEST OF THE CENTERLINE OF THE ROAD, 30 FEET
 AE0324'SOUTH OF THE CENTERLINE OF AN IRRIGATION DITCH, 2 FEET NORTH OF A
 AE0324'WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.
 AE0324'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 8 1913 77 AND
 AE0324'RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 2 FEET ABOVE
 AE0324'GROUND.
 AE0324
 AE0324                          STATION RECOVERY (1992)
 AE0324
 AE0324'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0848 ***********************************************************************
 DN0848  DESIGNATION -  76
 DN0848  PID         -  DN0848
 DN0848  STATE/COUNTY-  TX/MONTAGUE
 DN0848  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0848
 DN0848                         *CURRENT SURVEY CONTROL
 DN0848  ___________________________________________________________________
 DN0848* NAD 83(1986)-  33 36 43.     (N)    097 57 44.     (W)     SCALED    
 DN0848* NAVD 88     -       296.003  (meters)     971.14   (feet)  ADJUSTED  
 DN0848  ___________________________________________________________________
 DN0848  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DN0848  DYNAMIC HT  -         295.675 (meters)     970.06  (feet)  COMP
 DN0848  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 DN0848
 DN0848  VERT ORDER  -  FIRST     CLASS II
 DN0848
 DN0848.The horizontal coordinates were scaled from a topographic map and have
 DN0848.an estimated accuracy of +/- 6 seconds.
 DN0848
 DN0848.The orthometric height was determined by differential leveling
 DN0848.and adjusted by the National Geodetic Survey in June 1991..
 DN0848
 DN0848.The geoid height was determined by GEOID03.
 DN0848
 DN0848.The dynamic height is computed by dividing the NAVD 88
 DN0848.geopotential number by the normal gravity value computed on the
 DN0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0848.degrees latitude (g = 980.6199 gals.).
 DN0848
 DN0848.The modeled gravity was interpolated from observed gravity values.
 DN0848
 DN0848;                    North         East    Units  Estimated Accuracy
 DN0848;SPC TXNC     - 2,215,840.      649,900.      MT  (+/- 180 meters Scaled)
 DN0848
 DN0848                          SUPERSEDED SURVEY CONTROL
 DN0848
 DN0848  NGVD 29 (??/??/92)  295.948  (m)          970.96   (f) ADJ UNCH    1 2
 DN0848
 DN0848.Superseded values are not recommended for survey control.
 DN0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0848.See file dsdata.txt to determine how the superseded data were derived.
 DN0848
 DN0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC962196(NAD 83)
 DN0848_MARKER: Z = SEE DESCRIPTION
 DN0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0848_SP_SET: MILEPOST
 DN0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0848
 DN0848  HISTORY     - Date     Condition        Report By
 DN0848  HISTORY     - UNK      MONUMENTED       BNRR
 DN0848  HISTORY     - 1950     GOOD             NGS
 DN0848  HISTORY     - 19961116 GOOD             USPSQD
 DN0848
 DN0848                          STATION DESCRIPTION
 DN0848
 DN0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0848'3.5 MI SE FROM BELLEVUE.
 DN0848'IN MONTAGUE COUNTY, 3.5 MILES SOUTHEAST ALONG THE FORT WORTH AND
 DN0848'DENVER CITY RAILWAY FROM BELLEVUE, CLAY COUNTY, AND ON THE TOP OF
 DN0848'MILEPOST 76.  THE TOP OF THE MILEPOST.
 DN0848
 DN0848                          STATION RECOVERY (1996)
 DN0848
 DN0848'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6464 ***********************************************************************
 AW6464  DESIGNATION -  760 00 350L USE 1948
 AW6464  PID         -  AW6464
 AW6464  STATE/COUNTY-  TX/HARRIS
 AW6464  USGS QUAD   -  PASADENA (1995)
 AW6464
 AW6464                         *CURRENT SURVEY CONTROL
 AW6464  ___________________________________________________________________
 AW6464* NAD 83(1993)-  29 44 16.67836(N)    095 09 12.50452(W)     ADJUSTED  
 AW6464* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6464  ___________________________________________________________________
 AW6464  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AW6464  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6464
 AW6464  HORZ ORDER  -  THIRD
 AW6464
 AW6464.The horizontal coordinates were established by classical geodetic methods
 AW6464.and adjusted by the National Geodetic Survey in February 1996..
 AW6464
 AW6464.The orthometric height was scaled from a topographic map.
 AW6464
 AW6464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6464
 AW6464.The geoid height was determined by GEOID03.
 AW6464
 AW6464;                    North         East     Units Scale Factor Converg.
 AW6464;SPC TXSC     - 4,217,203.299   971,999.392   MT  0.99988790   +1 53 04.1
 AW6464;SPC TXSC     -13,835,941.16  3,188,968.01   sFT  0.99988790   +1 53 04.1
 AW6464;UTM  15      - 3,291,692.452   291,733.901   MT  1.00013520   -1 04 06.9
 AW6464
 AW6464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6464!SPC TXSC     -   1.00000427  x   0.99988790  =   0.99989217
 AW6464!UTM  15      -   1.00000427  x   1.00013520  =   1.00013947
 AW6464
 AW6464:                Primary Azimuth Mark                     Grid Az
 AW6464:SPC TXSC     -  745 00 350L USE 1948                     107 50 03.8
 AW6464:UTM  15      -  745 00 350L USE 1948                     110 47 14.8
 AW6464
 AW6464|---------------------------------------------------------------------|
 AW6464| PID    Reference Object                     Distance      Geod. Az  |
 AW6464|                                                           dddmmss.s |
 AW6464| AW6467 745 00 350L USE 1948                403.179 METERS 1094307.9 |
 AW6464| AW6462 766 19.86 550R USE 1948             335.239 METERS 25417     |
 AW6464|---------------------------------------------------------------------|
 AW6464
 AW6464                          SUPERSEDED SURVEY CONTROL
 AW6464
 AW6464  NAD 83(1986)-  29 44 16.69357(N)    095 09 12.48558(W) AD(       ) 3
 AW6464  NAD 27      -  29 44 15.87380(N)    095 09 11.73001(W) AD(       ) 3
 AW6464
 AW6464.Superseded values are not recommended for survey control.
 AW6464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6464.See file dsdata.txt to determine how the superseded data were derived.
 AW6464
 AW6464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9173491692(NAD 83)
 AW6464_MARKER: DD = SURVEY DISK
 AW6464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6464+STABILITY: SURFACE MOTION
 AW6464
 AW6464  HISTORY     - Date     Condition        Report By
 AW6464  HISTORY     - 1948     MONUMENTED       USE
 AW6464  HISTORY     - 1955     GOOD             CGS
 AW6464  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 AW6464
 AW6464                          STATION DESCRIPTION
 AW6464
 AW6464'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6464'LOCATED APPROXIMATELY 57 FT. NE OF THE NE MEAN HIGH-WATERLINE
 AW6464'OF THE HOUSTON SHIP CHANNEL, APPROXIMATELY 100 FT. SW OF A
 AW6464'DIKE SURROUNDING A SPOIL AREA, APPROXIMATELY 1000 FT. SE OF
 AW6464'A SMALL BOATYARD WITH LAUNCHING WAYS THAT BELONGS TO THE
 AW6464'PORT HOUSTON IRON WORKS, AND APPROXIMATELY 800 FT. E OF CHANNEL
 AW6464'LIGHT NO. 77.
 AW6464'
 AW6464'A U.S.E. DISK, STAMPED 760+00 350 L AND SET IN THE TOP OF A
 AW6464'15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6464'
 AW6464'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6464'
 AW6464'THIS IS A TRAVERSE STATION.
 AW6464
 AW6464                          STATION RECOVERY (1998)
 AW6464
 AW6464'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0063 ***********************************************************************
 BN0063  DESIGNATION -  764 SA
 BN0063  PID         -  BN0063
 BN0063  STATE/COUNTY-  TX/BURNET
 BN0063  USGS QUAD   -  MARBLE FALLS (1967)
 BN0063
 BN0063                         *CURRENT SURVEY CONTROL
 BN0063  ___________________________________________________________________
 BN0063* NAD 83(1986)-  30 34 20.     (N)    098 17 04.     (W)     SCALED    
 BN0063* NAVD 88     -       230.738  (meters)     757.01   (feet)  ADJUSTED  
 BN0063  ___________________________________________________________________
 BN0063  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 BN0063  DYNAMIC HT  -         230.430 (meters)     756.00  (feet)  COMP
 BN0063  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 BN0063
 BN0063  VERT ORDER  -  SECOND    CLASS 0
 BN0063
 BN0063.The horizontal coordinates were scaled from a topographic map and have
 BN0063.an estimated accuracy of +/- 6 seconds.
 BN0063
 BN0063.The orthometric height was determined by differential leveling
 BN0063.and adjusted by the National Geodetic Survey in June 1991..
 BN0063
 BN0063.The geoid height was determined by GEOID03.
 BN0063
 BN0063.The dynamic height is computed by dividing the NAVD 88
 BN0063.geopotential number by the normal gravity value computed on the
 BN0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0063.degrees latitude (g = 980.6199 gals.).
 BN0063
 BN0063.The modeled gravity was interpolated from observed gravity values.
 BN0063
 BN0063;                    North         East    Units  Estimated Accuracy
 BN0063;SPC TX C     - 3,102,200.      896,520.      MT  (+/- 180 meters Scaled)
 BN0063
 BN0063                          SUPERSEDED SURVEY CONTROL
 BN0063
 BN0063  NGVD 29 (??/??/92)  230.680  (m)          756.82   (f) ADJ UNCH    2 0
 BN0063
 BN0063.Superseded values are not recommended for survey control.
 BN0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0063.See file dsdata.txt to determine how the superseded data were derived.
 BN0063
 BN0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU686824(NAD 83)
 BN0063_MARKER: P = PIPE CAP
 BN0063_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BN0063_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BN0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0063
 BN0063  HISTORY     - Date     Condition        Report By
 BN0063  HISTORY     - UNK      MONUMENTED       USGS
 BN0063  HISTORY     - 1935     GOOD             NGS
 BN0063  HISTORY     - 1953     MARK NOT FOUND   NGS
 BN0063  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 BN0063
 BN0063                          STATION DESCRIPTION
 BN0063
 BN0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BN0063'IN MARBLE FALLS.
 BN0063'AT MARBLE FALLS AT S.P. STATION 60 FT. N. E. OF N.E. CORNER OF
 BN0063'STATION.  15 FT. S. OF S. W. CORNER OF SECTION HOUSE YARD.
 BN0063
 BN0063                          STATION RECOVERY (1953)
 BN0063
 BN0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BN0063'MARK NOT FOUND.
 BN0063
 BN0063                          STATION RECOVERY (2005)
 BN0063
 BN0063'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMW)
 BN0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6462 ***********************************************************************
 AW6462  DESIGNATION -  766 19.86 550R USE 1948
 AW6462  PID         -  AW6462
 AW6462  STATE/COUNTY-  TX/HARRIS
 AW6462  USGS QUAD   -  PASADENA (1995)
 AW6462
 AW6462                         *CURRENT SURVEY CONTROL
 AW6462  ___________________________________________________________________
 AW6462* NAD 83(1993)-  29 44 13.72805(N)    095 09 24.51316(W)     ADJUSTED  
 AW6462* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6462  ___________________________________________________________________
 AW6462  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AW6462  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6462
 AW6462  HORZ ORDER  -  THIRD
 AW6462
 AW6462.The horizontal coordinates were established by classical geodetic methods
 AW6462.and adjusted by the National Geodetic Survey in February 1996..
 AW6462
 AW6462.The orthometric height was scaled from a topographic map.
 AW6462
 AW6462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6462
 AW6462.The geoid height was determined by GEOID03.
 AW6462
 AW6462;                    North         East     Units Scale Factor Converg.
 AW6462;SPC TXSC     - 4,217,101.909   971,679.893   MT  0.99988780   +1 52 58.2
 AW6462;SPC TXSC     -13,835,608.51  3,187,919.78   sFT  0.99988780   +1 52 58.2
 AW6462;UTM  15      - 3,291,607.635   291,409.521   MT  1.00013687   -1 04 12.8
 AW6462
 AW6462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6462!SPC TXSC     -   1.00000411  x   0.99988780  =   0.99989191
 AW6462!UTM  15      -   1.00000411  x   1.00013687  =   1.00014098
 AW6462
 AW6462|---------------------------------------------------------------------|
 AW6462| PID    Reference Object                     Distance      Geod. Az  |
 AW6462|                                                           dddmmss.s |
 AW6462| AW6464 760 00 350L USE 1948                335.239 METERS 07417     |
 AW6462| AW6461 770 00 400R USE 1948                124.569 METERS 33554     |
 AW6462|---------------------------------------------------------------------|
 AW6462
 AW6462                          SUPERSEDED SURVEY CONTROL
 AW6462
 AW6462  NAD 83(1986)-  29 44 13.74328(N)    095 09 24.49418(W) AD(       ) 3
 AW6462  NAD 27      -  29 44 12.92295(N)    095 09 23.74096(W) AD(       ) 3
 AW6462
 AW6462.Superseded values are not recommended for survey control.
 AW6462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6462.See file dsdata.txt to determine how the superseded data were derived.
 AW6462
 AW6462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9141091608(NAD 83)
 AW6462_MARKER: DD = SURVEY DISK
 AW6462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6462+STABILITY: SURFACE MOTION
 AW6462
 AW6462  HISTORY     - Date     Condition        Report By
 AW6462  HISTORY     - 1948     MONUMENTED       USE
 AW6462  HISTORY     - 1955     GOOD             CGS
 AW6462  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 AW6462
 AW6462                          STATION DESCRIPTION
 AW6462
 AW6462'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6462'LOCATED APPROXIMATELY 55 FT. SW OF THE SW MEAN HIGH-WATERLINE
 AW6462'OF THE HOUSTON SHIP CHANNEL, DIRECTLY ACROSS THE CHANNEL
 AW6462'FROM A SMALL BOATYARD WITH LAUNCHING WAYS, AND APPROXIMATELY
 AW6462'250 FT. SW OF CHANNEL LIGHT NO. 77.
 AW6462'
 AW6462'A U.S.E. DISK, STAMPED 766+19.86 AND SET IN THE TOP OF A
 AW6462'15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6462'
 AW6462'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6462'
 AW6462'THIS IS A TRAVERSE STATION.
 AW6462
 AW6462                          STATION RECOVERY (1998)
 AW6462
 AW6462'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0195 ***********************************************************************
 EN0195  DESIGNATION -  769+77
 EN0195  PID         -  EN0195
 EN0195  STATE/COUNTY-  TX/HALL
 EN0195  USGS QUAD   -  PLASKA (1985)
 EN0195
 EN0195                         *CURRENT SURVEY CONTROL
 EN0195  ___________________________________________________________________
 EN0195* NAD 83(1986)-  34 30 51.     (N)    100 40 41.     (W)     SCALED    
 EN0195* NAVD 88     -       594.881  (meters)    1951.71   (feet)  ADJUSTED  
 EN0195  ___________________________________________________________________
 EN0195  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EN0195  DYNAMIC HT  -         594.200 (meters)    1949.47  (feet)  COMP
 EN0195  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 EN0195
 EN0195  VERT ORDER  -  FIRST     CLASS II
 EN0195
 EN0195.The horizontal coordinates were scaled from a topographic map and have
 EN0195.an estimated accuracy of +/- 6 seconds.
 EN0195
 EN0195.The orthometric height was determined by differential leveling
 EN0195.and adjusted by the National Geodetic Survey in June 1991..
 EN0195
 EN0195.The geoid height was determined by GEOID03.
 EN0195
 EN0195.The dynamic height is computed by dividing the NAVD 88
 EN0195.geopotential number by the normal gravity value computed on the
 EN0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0195.degrees latitude (g = 980.6199 gals.).
 EN0195
 EN0195.The modeled gravity was interpolated from observed gravity values.
 EN0195
 EN0195;                    North         East    Units  Estimated Accuracy
 EN0195;SPC TX N     - 1,057,360.      275,480.      MT  (+/- 180 meters Scaled)
 EN0195
 EN0195                          SUPERSEDED SURVEY CONTROL
 EN0195
 EN0195  NGVD 29 (??/??/92)  594.604  (m)         1950.80   (f) ADJ UNCH    1 2
 EN0195
 EN0195.Superseded values are not recommended for survey control.
 EN0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0195.See file dsdata.txt to determine how the superseded data were derived.
 EN0195
 EN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD459204(NAD 83)
 EN0195_MARKER: Z = SEE DESCRIPTION
 EN0195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0195_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0195
 EN0195  HISTORY     - Date     Condition        Report By
 EN0195  HISTORY     - UNK      MONUMENTED       BNRR
 EN0195  HISTORY     - 1933     GOOD             NGS
 EN0195  HISTORY     - 1934     GOOD             NGS
 EN0195
 EN0195                          STATION DESCRIPTION
 EN0195
 EN0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0195'15.0 MI SW FROM ESTELLINE.
 EN0195'15.0 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0195'THE STATION AT ESTELLINE, HALL COUNTY, ABOUT 4.4 MILES SOUTHWEST OF
 EN0195'THE SIGNBOARD AT PARNELL, AT STATION 769+77 (MILEAGE 251.62), ABOUT 40
 EN0195'FEET SOUTHEAST OF WOODEN TRESTLE 251.63, 41 FEET SOUTH OF THE TRACK,
 EN0195'AND 3 FEET NORTHWEST OF A POLE.  THE TOP OF A CONCRETE-FILLED PIPE
 EN0195'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 EN0195
 EN0195                          STATION RECOVERY (1934)
 EN0195
 EN0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0847 ***********************************************************************
 DN0847  DESIGNATION -  77
 DN0847  PID         -  DN0847
 DN0847  STATE/COUNTY-  TX/MONTAGUE
 DN0847  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0847
 DN0847                         *CURRENT SURVEY CONTROL
 DN0847  ___________________________________________________________________
 DN0847* NAD 83(1986)-  33 37 09.     (N)    097 58 39.     (W)     SCALED    
 DN0847* NAVD 88     -       298.859  (meters)     980.51   (feet)  ADJUSTED  
 DN0847  ___________________________________________________________________
 DN0847  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DN0847  DYNAMIC HT  -         298.527 (meters)     979.42  (feet)  COMP
 DN0847  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 DN0847
 DN0847  VERT ORDER  -  FIRST     CLASS II
 DN0847
 DN0847.The horizontal coordinates were scaled from a topographic map and have
 DN0847.an estimated accuracy of +/- 6 seconds.
 DN0847
 DN0847.The orthometric height was determined by differential leveling
 DN0847.and adjusted by the National Geodetic Survey in June 1991..
 DN0847
 DN0847.The geoid height was determined by GEOID03.
 DN0847
 DN0847.The dynamic height is computed by dividing the NAVD 88
 DN0847.geopotential number by the normal gravity value computed on the
 DN0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0847.degrees latitude (g = 980.6199 gals.).
 DN0847
 DN0847.The modeled gravity was interpolated from observed gravity values.
 DN0847
 DN0847;                    North         East    Units  Estimated Accuracy
 DN0847;SPC TXNC     - 2,216,640.      648,480.      MT  (+/- 180 meters Scaled)
 DN0847
 DN0847                          SUPERSEDED SURVEY CONTROL
 DN0847
 DN0847  NGVD 29 (??/??/92)  298.804  (m)          980.33   (f) ADJ UNCH    1 2
 DN0847
 DN0847.Superseded values are not recommended for survey control.
 DN0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0847.See file dsdata.txt to determine how the superseded data were derived.
 DN0847
 DN0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC948204(NAD 83)
 DN0847_MARKER: Z = SEE DESCRIPTION
 DN0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0847_SP_SET: MILEPOST
 DN0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0847
 DN0847  HISTORY     - Date     Condition        Report By
 DN0847  HISTORY     - UNK      MONUMENTED       BNRR
 DN0847  HISTORY     - 1950     GOOD             NGS
 DN0847  HISTORY     - 19961116 GOOD             USPSQD
 DN0847
 DN0847                          STATION DESCRIPTION
 DN0847
 DN0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0847'2.5 MI SE FROM BELLEVUE.
 DN0847'IN MONTAGUE COUNTY, 2.5 MILES SOUTHEAST ALONG THE FORT WORTH AND
 DN0847'DENVER CITY RAILWAY FROM BELLEVUE, CLAY COUNTY, AND ON THE TOP OF
 DN0847'MILEPOST 77.  THE TOP OF THE MILEPOST.
 DN0847
 DN0847                          STATION RECOVERY (1996)
 DN0847
 DN0847'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1300 ***********************************************************************
 BL1300  DESIGNATION -  77
 BL1300  PID         -  BL1300
 BL1300  STATE/COUNTY-  TX/MONTGOMERY
 BL1300  USGS QUAD   -  CONROE (1976)
 BL1300
 BL1300                         *CURRENT SURVEY CONTROL
 BL1300  ___________________________________________________________________
 BL1300* NAD 83(1986)-  30 18 53.     (N)    095 22 38.     (W)     SCALED    
 BL1300* NAVD 88     -        58.60   (+/-2cm)     192.3    (feet)  VERTCON   
 BL1300  ___________________________________________________________________
 BL1300  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1300
 BL1300  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1300
 BL1300.The horizontal coordinates were scaled from a topographic map and have
 BL1300.an estimated accuracy of +/- 6 seconds.
 BL1300
 BL1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1300.The vertical order pertains to the NGVD 29 superseded value.
 BL1300
 BL1300.The geoid height was determined by GEOID03.
 BL1300
 BL1300;                    North         East    Units  Estimated Accuracy
 BL1300;SPC TX C     - 3,082,460.    1,176,500.      MT  (+/- 180 meters Scaled)
 BL1300
 BL1300                          SUPERSEDED SURVEY CONTROL
 BL1300
 BL1300  NGVD 29 (??/??/92)   58.598  (m)          192.25   (f) ADJ UNCH    2 0
 BL1300
 BL1300.Superseded values are not recommended for survey control.
 BL1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1300.See file dsdata.txt to determine how the superseded data were derived.
 BL1300
 BL1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP714560(NAD 83)
 BL1300_MARKER: Z = SEE DESCRIPTION
 BL1300_SETTING: 0 = UNSPECIFIED SETTING
 BL1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1300
 BL1300  HISTORY     - Date     Condition        Report By
 BL1300  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL1300  HISTORY     - 1954     GOOD             NGS
 BL1300
 BL1300                          STATION DESCRIPTION
 BL1300
 BL1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1300'5.0 MI E FROM CONROE.
 BL1300'5.0 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1300'STATION AT CONROE, 0.1 MILE WEST OF A ROAD CROSSING AT YOUENS, 47.2
 BL1300'FEET SOUTHEAST OF MILEPOST 77, 7.6 FEET SOUTH OF THE SOUTH RAIL, 25.7
 BL1300'FEET NORTH OF A TELEPHONE POLE, THE TOP OF A VERTICAL SECTION OF RAIL
 BL1300'WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6461 ***********************************************************************
 AW6461  DESIGNATION -  770 00 400R USE 1948
 AW6461  PID         -  AW6461
 AW6461  STATE/COUNTY-  TX/HARRIS
 AW6461  USGS QUAD   -  PASADENA (1995)
 AW6461
 AW6461                         *CURRENT SURVEY CONTROL
 AW6461  ___________________________________________________________________
 AW6461* NAD 83(1993)-  29 44 17.42118(N)    095 09 26.40566(W)     ADJUSTED  
 AW6461* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6461  ___________________________________________________________________
 AW6461  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AW6461  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6461
 AW6461  HORZ ORDER  -  THIRD
 AW6461
 AW6461.The horizontal coordinates were established by classical geodetic methods
 AW6461.and adjusted by the National Geodetic Survey in February 1996..
 AW6461
 AW6461.The orthometric height was scaled from a topographic map.
 AW6461
 AW6461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6461
 AW6461.The geoid height was determined by GEOID03.
 AW6461
 AW6461;                    North         East     Units Scale Factor Converg.
 AW6461;SPC TXSC     - 4,217,213.880   971,625.335   MT  0.99988793   +1 52 57.3
 AW6461;SPC TXSC     -13,835,975.87  3,187,740.79   sFT  0.99988793   +1 52 57.3
 AW6461;UTM  15      - 3,291,722.297   291,360.793   MT  1.00013712   -1 04 13.8
 AW6461
 AW6461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6461!SPC TXSC     -   1.00000427  x   0.99988793  =   0.99989220
 AW6461!UTM  15      -   1.00000427  x   1.00013712  =   1.00014139
 AW6461
 AW6461|---------------------------------------------------------------------|
 AW6461| PID    Reference Object                     Distance      Geod. Az  |
 AW6461|                                                           dddmmss.s |
 AW6461| AW6462 766 19.86 550R USE 1948             124.569 METERS 15554     |
 AW6461| AW6466 785 96.73 400R USE 1948             458.142 METERS 3115228.6 |
 AW6461|---------------------------------------------------------------------|
 AW6461
 AW6461                          SUPERSEDED SURVEY CONTROL
 AW6461
 AW6461  NAD 83(1986)-  29 44 17.43639(N)    095 09 26.38667(W) AD(       ) 3
 AW6461  NAD 27      -  29 44 16.61485(N)    095 09 25.63252(W) AD(       ) 3
 AW6461
 AW6461.Superseded values are not recommended for survey control.
 AW6461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6461.See file dsdata.txt to determine how the superseded data were derived.
 AW6461
 AW6461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9136191722(NAD 83)
 AW6461_MARKER: DD = SURVEY DISK
 AW6461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6461+STABILITY: SURFACE MOTION
 AW6461
 AW6461  HISTORY     - Date     Condition        Report By
 AW6461  HISTORY     - 1948     MONUMENTED       USE
 AW6461  HISTORY     - 1955     GOOD             CGS
 AW6461  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 AW6461
 AW6461                          STATION DESCRIPTION
 AW6461
 AW6461'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6461'LOCATED APPROXIMATELY 27 FT. SW OF THE SW MEAN HIGH-WATERLINE
 AW6461'OF THE HOUSTON SHIP CHANNEL, S ACROSS THE CHANNEL FROM SOME
 AW6461'BARGE WRECKS THAT LIE NEAR THE PORT HOUSTON IRON WORKS,
 AW6461'AND APPROXIMATELY 400 FT. NE OF CHANNEL LIGHT NO. 77.
 AW6461'
 AW6461'A U.S.E. DISK, STAMPED 770+00 400 R 1948 AND SET IN THE TOP
 AW6461'OF A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6461'
 AW6461'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6461'
 AW6461'THIS IS A TRAVERSE STATION.
 AW6461
 AW6461                          STATION RECOVERY (1998)
 AW6461
 AW6461'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1238 ***********************************************************************
 FL1238  DESIGNATION -  77+38.7 155 LT RPI
 FL1238  PID         -  FL1238
 FL1238  STATE/COUNTY-  TX/POTTER
 FL1238  USGS QUAD   -  AMARILLO EAST (1973)
 FL1238
 FL1238                         *CURRENT SURVEY CONTROL
 FL1238  ___________________________________________________________________
 FL1238* NAD 83(1986)-  35 11 35.     (N)    101 45 03.     (W)     SCALED    
 FL1238* NAVD 88     -      1098.95   (+/-2cm)    3605.5    (feet)  VERTCON   
 FL1238  ___________________________________________________________________
 FL1238  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL1238
 FL1238  VERT ORDER  -  THIRD (See Below)
 FL1238
 FL1238.The horizontal coordinates were scaled from a topographic map and have
 FL1238.an estimated accuracy of +/- 6 seconds.
 FL1238
 FL1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1238.The vertical order pertains to the NGVD 29 superseded value.
 FL1238
 FL1238.The geoid height was determined by GEOID03.
 FL1238
 FL1238;                    North         East    Units  Estimated Accuracy
 FL1238;SPC TX N     - 1,132,380.      177,160.      MT  (+/- 180 meters Scaled)
 FL1238
 FL1238                          SUPERSEDED SURVEY CONTROL
 FL1238
 FL1238  NGVD 29 (01/29/03) 1098.45   (m)         3603.8    (f) RESET       3  
 FL1238
 FL1238.Superseded values are not recommended for survey control.
 FL1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1238.See file dsdata.txt to determine how the superseded data were derived.
 FL1238
 FL1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD495979(NAD 83)
 FL1238_MARKER: DD = SURVEY DISK
 FL1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1238_STAMPING: 77+38.7 155 LT RPI
 FL1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1238+STABILITY: SURFACE MOTION
 FL1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1238+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 FL1238
 FL1238  HISTORY     - Date     Condition        Report By
 FL1238  HISTORY     - UNK      MONUMENTED       CGS
 FL1238  HISTORY     - 1964     GOOD             NGS
 FL1238  HISTORY     - 20040804 GOOD             USPSQD
 FL1238  HISTORY     - 20050805 MARK NOT FOUND   USPSQD
 FL1238
 FL1238                          STATION DESCRIPTION
 FL1238
 FL1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FL1238'5.4 MI SE FROM AMARILLO.
 FL1238'ABOUT 5.4 MILES SOUTHEAST OF THE POST OFFICE IN AMARILLO.  TO REACH
 FL1238'FROM THE POST OFFICE IN AMARILLO, GO EAST 2 BLOCKS TO PIERCE STREET
 FL1238'(U.S. HWY. 287), THENCE 0.4 MILE SOUTH ALONG U. S. HIGHWAY 287 TO 10TH
 FL1238'STREET, THENCE 2.0 MILES SOUTHEASTERLY ALONG U. S. HIGHWAY 287 TO
 FL1238'INTERSTATE HIGHWAY 40, THENCE 3.0 MILES EASTERLY ALONG INTERSTATE
 FL1238'HIGHWAY 40 TO MARK ON THE LEFT, 40  FEET NORTH OF THE CENTER LINE OF
 FL1238'THE NORTH FRONTAGE ROAD, 58 FEET WEST OF A PRIVATE DRIVEWAY ENTRANCE
 FL1238'AT A 2-STORY HOUSE, AND 8 FEET EAST OF THE EAST GATE POST OF THE YARD
 FL1238'GATE, UNDER THE YARD FENCE AT THE SOUTH EDGE OF THE LAWN.  A TEXAS
 FL1238'HIGHWAY DEPARTMENT BRONZE DISK STAMPED 77 + 38.7 155 LT RPI, SET IN A
 FL1238'ROUND CONCRETE POST ABOUT 6 INCHES IN A DIAMETER AND PROJECTS 0.2 FOOT
 FL1238'ABOVE THE GROUN.
 FL1238
 FL1238                          STATION RECOVERY (2004)
 FL1238
 FL1238'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1238'RECOVERED IN GOOD CONDITION.
 FL1238
 FL1238                          STATION RECOVERY (2005)
 FL1238
 FL1238'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1238'ALL CONCRETE AT THIS GP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0720 ***********************************************************************
 AY0720  DESIGNATION -  776 USGS
 AY0720  PID         -  AY0720
 AY0720  STATE/COUNTY-  TX/BEXAR
 AY0720  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0720
 AY0720                         *CURRENT SURVEY CONTROL
 AY0720  ___________________________________________________________________
 AY0720* NAD 83(1986)-  29 29 57.     (N)    098 31 06.     (W)     SCALED    
 AY0720* NAVD 88     -       233.898  (meters)     767.38   (feet)  POSTED    
 AY0720  ___________________________________________________________________
 AY0720  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AY0720  DYNAMIC HT  -         233.560 (meters)     766.27  (feet)  COMP
 AY0720  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 AY0720
 AY0720  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0720
 AY0720.The horizontal coordinates were scaled from a topographic map and have
 AY0720.an estimated accuracy of +/- 6 seconds.
 AY0720
 AY0720.The orthometric height was determined by differential leveling
 AY0720.and adjusted by the National Geodetic Survey in 1992..
 AY0720.No vertical observational check was made to the station.
 AY0720.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0720.was located on a no-check spur therefore a value was not computed.
 AY0720
 AY0720.The geoid height was determined by GEOID03.
 AY0720
 AY0720.The dynamic height is computed by dividing the NAVD 88
 AY0720.geopotential number by the normal gravity value computed on the
 AY0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0720.degrees latitude (g = 980.6199 gals.).
 AY0720
 AY0720.The modeled gravity was interpolated from observed gravity values.
 AY0720
 AY0720;                    North         East    Units  Estimated Accuracy
 AY0720;SPC TXSC     - 4,184,720.      646,700.      MT  (+/- 180 meters Scaled)
 AY0720
 AY0720                          SUPERSEDED SURVEY CONTROL
 AY0720
 AY0720  NGVD 29 (??/??/92)  233.762  (m)          766.93   (f) ADJ UNCH    1 2
 AY0720
 AY0720.Superseded values are not recommended for survey control.
 AY0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0720.See file dsdata.txt to determine how the superseded data were derived.
 AY0720
 AY0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT466633(NAD 83)
 AY0720_MARKER: B = BOLT
 AY0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0720_SP_SET: BLOCK
 AY0720_STAMPING: 776
 AY0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0720
 AY0720  HISTORY     - Date     Condition        Report By
 AY0720  HISTORY     - UNK      MONUMENTED       USGS
 AY0720  HISTORY     - 1946     GOOD             NGS
 AY0720  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0720  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0720
 AY0720                          STATION DESCRIPTION
 AY0720
 AY0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0720'5.5 MI N FROM SAN ANTONIO.
 AY0720'5.5 MILES NORTH ALONG THE KERRVILLE BRANCH OF THE TEXAS AND NEW
 AY0720'ORLEANS RAILROAD FROM THE WEST COMMERCE STREET CROSSING IN SAN
 AY0720'ANTONIO, AT RAILWAY MILEAGE 244.5, 0.7 MILE SOUTH OF THE WEST AVENUE
 AY0720'CROSSING, 35.0 FEET EAST OF THE TRACK, SET IN THE CENTER OF THE TOP OF
 AY0720'A SQUARE STONE BLOCK, 1.0 FOOT ABOVE THE GROUND AND ABOUT 3.0 FEET
 AY0720'LOWER THAN THE TRACK WHICH RUNS ON A SLIGHT FILL AT THIS POINT.
 AY0720
 AY0720                          STATION RECOVERY (1982)
 AY0720
 AY0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0720'SEARCHED FOR AND NOT RECOVERED, AREA HAS BEEN BULLDOZED OUT.
 AY0720
 AY0720                          STATION RECOVERY (1999)
 AY0720
 AY0720'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0196 ***********************************************************************
 AH0196  DESIGNATION -  77+87 USE
 AH0196  PID         -  AH0196
 AH0196  STATE/COUNTY-  TX/NUECES
 AH0196  USGS QUAD   -  PORT ARANSAS (1975)
 AH0196
 AH0196                         *CURRENT SURVEY CONTROL
 AH0196  ___________________________________________________________________
 AH0196* NAD 83(1986)-  27 51 41.     (N)    097 04 40.     (W)     SCALED    
 AH0196* NAVD 88     -         0.37   (+/-2cm)       1.2    (feet)  VERTCON   
 AH0196  ___________________________________________________________________
 AH0196  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AH0196
 AH0196  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0196
 AH0196.The horizontal coordinates were scaled from a topographic map and have
 AH0196.an estimated accuracy of +/- 6 seconds.
 AH0196
 AH0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0196.The vertical order pertains to the NGVD 29 superseded value.
 AH0196
 AH0196.The geoid height was determined by GEOID03.
 AH0196
 AH0196;                    North         East    Units  Estimated Accuracy
 AH0196;SPC TX S     - 5,243,960.      440,070.      MT  (+/- 180 meters Scaled)
 AH0196
 AH0196                          SUPERSEDED SURVEY CONTROL
 AH0196
 AH0196  NGVD 29 (??/??/92)    0.48   (m)            1.6    (f) COMPUTED    1 2
 AH0196
 AH0196.Superseded values are not recommended for survey control.
 AH0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0196.See file dsdata.txt to determine how the superseded data were derived.
 AH0196
 AH0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR892833(NAD 83)
 AH0196_MARKER: DD = SURVEY DISK
 AH0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0196_STAMPING: 77+87 1949
 AH0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0196+STABILITY: SURFACE MOTION
 AH0196
 AH0196  HISTORY     - Date     Condition        Report By
 AH0196  HISTORY     - 1949     MONUMENTED       DOD
 AH0196  HISTORY     - 1959     POOR             NGS
 AH0196  HISTORY     - 1978     POOR             NGS
 AH0196  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0196
 AH0196                          STATION DESCRIPTION
 AH0196
 AH0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0196'4.8 MI E FROM ARANSAS PASS.
 AH0196'ABOUT 4.8 MILES EAST ALONG THE CAUSEWAY FROM THE TOLL GATE AT ARANSAS
 AH0196'PASS, 140 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 100 FEET EAST
 AH0196'OF A POWER POLE, 51 FEET NORTHEAST OF A ROW OF POLES, ABOUT LEVEL WITH
 AH0196'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 16 INCHES.
 AH0196'NOTE-- THIS MARK IS LOOSE AND IS AT THE WATERS EDGE AT LOW TIDE.
 AH0196
 AH0196                          STATION RECOVERY (1978)
 AH0196
 AH0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0196'THIS BENCH MARK WAS FOUND LOOSE IN THE GROUND AND UNDER WATER. NOT
 AH0196'FIT FOR FIRST ORDER ELEVATIONS. DISK NOT RECOVERED.
 AH0196
 AH0196                          STATION RECOVERY (1989)
 AH0196
 AH0196'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AH0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6585 ***********************************************************************
 AB6585  SACS        -  This is a Secondary Airport Control Station.
 AB6585  DESIGNATION -  77F A
 AB6585  PID         -  AB6585
 AB6585  STATE/COUNTY-  TX/RUNNELS
 AB6585  USGS QUAD   -  WINTERS (1987)
 AB6585
 AB6585                         *CURRENT SURVEY CONTROL
 AB6585  ___________________________________________________________________
 AB6585* NAD 83(1993)-  31 56 31.46114(N)    099 59 06.35390(W)     ADJUSTED  
 AB6585* NAVD 88     -       568.92   (meters)    1866.5    (feet)  GPS OBS   
 AB6585  ___________________________________________________________________
 AB6585  X           -    -939,424.260 (meters)                     COMP
 AB6585  Y           -  -5,335,854.481 (meters)                     COMP
 AB6585  Z           -   3,355,269.828 (meters)                     COMP
 AB6585  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AB6585  ELLIP HEIGHT-         543.29  (meters)          (07/23/01) GPS OBS
 AB6585  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AB6585
 AB6585  HORZ ORDER  -  FIRST
 AB6585  ELLP ORDER  -  FIFTH     CLASS II
 AB6585
 AB6585.This mark is at Winters Muni (77F) Airport (77F)
 AB6585
 AB6585.The horizontal coordinates were established by GPS observations
 AB6585.and adjusted by the National Geodetic Survey in September 1996..
 AB6585
 AB6585.The orthometric height was determined by GPS observations and a
 AB6585.high-resolution geoid model.
 AB6585
 AB6585.GPS derived orthometric heights for airport stations designated as
 AB6585.PACS or SACS are published to 2 decimal places.  This maintains
 AB6585.centimeter relative accuracy between the PACS and SACS.  It does
 AB6585.not indicate centimeter accuracy relative to other marks which are
 AB6585.part of the NAVD 88 network.
 AB6585
 AB6585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6585
 AB6585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6585
 AB6585.The ellipsoidal height was determined by GPS observations
 AB6585.and is referenced to NAD 83.
 AB6585
 AB6585.The geoid height was determined by GEOID03.
 AB6585
 AB6585;                    North         East     Units Scale Factor Converg.
 AB6585;SPC TX C     - 3,252,305.204   732,926.976   MT  1.00001631   +0 10 45.7
 AB6585;SPC TX C     -10,670,271.32  2,404,611.25   sFT  1.00001631   +0 10 45.7
 AB6585;UTM  14      - 3,534,438.395   406,891.712   MT  0.99970691   -0 31 16.4
 AB6585
 AB6585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6585!SPC TX C     -   0.99991470  x   1.00001631  =   0.99993101
 AB6585!UTM  14      -   0.99991470  x   0.99970691  =   0.99962164
 AB6585
 AB6585:                Primary Azimuth Mark                     Grid Az
 AB6585:SPC TX C     -  WINPORT                                  355 54 40.4
 AB6585:UTM  14      -  WINPORT                                  356 36 42.5
 AB6585
 AB6585|---------------------------------------------------------------------|
 AB6585| PID    Reference Object                     Distance      Geod. Az  |
 AB6585|                                                           dddmmss.s |
 AB6585| CA1212 WINPORT                             APPROX. 0.6 KM 3560526.1 |
 AB6585|---------------------------------------------------------------------|
 AB6585
 AB6585                          SUPERSEDED SURVEY CONTROL
 AB6585
 AB6585  ELLIP H (09/04/96)  543.34   (m)                       GP(       ) 5 2
 AB6585
 AB6585.Superseded values are not recommended for survey control.
 AB6585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6585.See file dsdata.txt to determine how the superseded data were derived.
 AB6585
 AB6585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0689234438(NAD 83)
 AB6585_MARKER: I = METAL ROD
 AB6585_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6585_STAMPING: 77F A
 AB6585_MARK LOGO: NGS   
 AB6585_PROJECTION: RECESSED 5 CENTIMETERS
 AB6585_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6585+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6585_ROD/PIPE-DEPTH: 6.3  meters
 AB6585_SLEEVE-DEPTH  : 1 meters
 AB6585
 AB6585  HISTORY     - Date     Condition        Report By
 AB6585  HISTORY     - 1995     MONUMENTED       NGS
 AB6585
 AB6585                          STATION DESCRIPTION
 AB6585
 AB6585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6585'THE STATION IS LOCATED ABOUT 20.0 MI (32.2 KM) SOUTHWEST OF ABILENE,
 AB6585'15.0 MI (24.1 KM) NORTH OF BALLINGER, 1.5 MI (2.4 KM) SOUTHWEST OF
 AB6585'WINTERS AND AT THE WINTERS MUNICIPAL AIRPORT NEAR THE SOUTHEAST CORNER
 AB6585'OF THE AIRPORT PROPERTY.  OWNERSHIP--CITY OF WINTERS, 310 SOUTH MAIN,
 AB6585'WINTERS, TX 79567.  CONTACT CITY ADMINISTRATOR AREF HASSAN AT CITY
 AB6585'HALL, PHONE (915) 754-4424.  TO REACH THE STATION FROM THE JUCTION OF
 AB6585'US HIGHWAY 83 AND STATE HIGHWAY 153, NEAR THE SOUTH SIDE OF WINTERS,
 AB6585'GO WEST ON STATE HIGHWAY 153 FOR 1.3 MI (2.1 KM) TO A PAVED ROAD LEFT,
 AB6585'TURN LEFT AND GO SOUTH FOR 0.35 MI (0.56 KM) TO THE AIRPORT ENTRANCE
 AB6585'ON THE RIGHT, TURN RIGHT AND GO WEST PASSING THROUGH A GATE FOR 0.05
 AB6585'MI (0.08 KM) TO THE TAXIWAY, TURN LEFT AND GO SOUTH FOLLOWING THE
 AB6585'TAXIWAY FOR 0.2 MI (0.3 KM) TO THE RUNWAY, TURN LEFT AND GO SOUTH ON
 AB6585'THE RUNWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY END AND A DIM TRACK ROAD
 AB6585'LEADING TO THE SOUTHEAST, BEAR LEFT AND GO SOUTHEAST ON DIM TRACK ROAD
 AB6585'FOR 0.05 MI (0.08 KM) TO THE STATION. THE STATION IS 32.5 FT (9.9 M)
 AB6585'NORTH OF METAL GATE/CORNER POST AND 3.7 FT (1.1 M) WEST OF A WITNESS
 AB6585'POST SET IN A NORTH SOUTH FENCE LINE.  DRL.  THIS IS AN AIRPORT SAC
 AB6585'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0467 ***********************************************************************
 AJ0467  DESIGNATION -  78
 AJ0467  PID         -  AJ0467
 AJ0467  STATE/COUNTY-  TX/DUVAL
 AJ0467  USGS QUAD   -  REALITOS (1967)
 AJ0467
 AJ0467                         *CURRENT SURVEY CONTROL
 AJ0467  ___________________________________________________________________
 AJ0467* NAD 83(1986)-  27 27 27.     (N)    098 30 46.     (W)     SCALED    
 AJ0467* NAVD 88     -       131.717  (meters)     432.14   (feet)  POSTED    
 AJ0467  ___________________________________________________________________
 AJ0467  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AJ0467  DYNAMIC HT  -         131.510 (meters)     431.46  (feet)  COMP
 AJ0467  MODELED GRAV-     979,060.0   (mgal)                       NAVD 88
 AJ0467
 AJ0467  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AJ0467
 AJ0467.The horizontal coordinates were scaled from a topographic map and have
 AJ0467.an estimated accuracy of +/- 6 seconds.
 AJ0467
 AJ0467.The orthometric height was determined by differential leveling
 AJ0467.and adjusted by the National Geodetic Survey in 1992..
 AJ0467.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AJ0467.rate of 4.1 thru 8.0 mm/km.
 AJ0467
 AJ0467.The geoid height was determined by GEOID03.
 AJ0467
 AJ0467.The dynamic height is computed by dividing the NAVD 88
 AJ0467.geopotential number by the normal gravity value computed on the
 AJ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0467.degrees latitude (g = 980.6199 gals.).
 AJ0467
 AJ0467.The modeled gravity was interpolated from observed gravity values.
 AJ0467
 AJ0467;                    North         East    Units  Estimated Accuracy
 AJ0467;SPC TX S     - 5,198,410.      298,740.      MT  (+/- 180 meters Scaled)
 AJ0467
 AJ0467                          SUPERSEDED SURVEY CONTROL
 AJ0467
 AJ0467  NGVD 29 (??/??/92)  131.762  (m)          432.29   (f) ADJ UNCH    1 2
 AJ0467
 AJ0467.Superseded values are not recommended for survey control.
 AJ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0467.See file dsdata.txt to determine how the superseded data were derived.
 AJ0467
 AJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR481372(NAD 83)
 AJ0467_MARKER: Z = SEE DESCRIPTION
 AJ0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0467_SP_SET: RAIL
 AJ0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0467
 AJ0467  HISTORY     - Date     Condition        Report By
 AJ0467  HISTORY     - UNK      MONUMENTED
 AJ0467  HISTORY     - 1933     GOOD             NGS
 AJ0467  HISTORY     - 1934     GOOD             NGS
 AJ0467
 AJ0467                          STATION DESCRIPTION
 AJ0467
 AJ0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0467'1.0 MI NE FROM REALITOS.
 AJ0467'ON THE TEXAS-MEXICAN RR. AT MILE POST 78.  38 FT. NW OF TRACK.  10 FT.
 AJ0467'NW OF MILE POST.  A 6 FT. RAIL BURIED IN THE GROUND WITH 6 IN. ABOVE
 AJ0467'GROUND.  HIGHEST POINT USED.
 AJ0467
 AJ0467                          STATION RECOVERY (1934)
 AJ0467
 AJ0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0399 ***********************************************************************
 DO0399  DESIGNATION -  78 W A
 DO0399  PID         -  DO0399
 DO0399  STATE/COUNTY-  TX/BAYLOR
 DO0399  USGS QUAD   -  SOUTHEAST LAKE KEMP (1966)
 DO0399
 DO0399                         *CURRENT SURVEY CONTROL
 DO0399  ___________________________________________________________________
 DO0399* NAD 83(1986)-  33 39 58.     (N)    099 08 38.     (W)     SCALED    
 DO0399* NAVD 88     -       386.953  (meters)    1269.53   (feet)  ADJUSTED  
 DO0399  ___________________________________________________________________
 DO0399  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DO0399  DYNAMIC HT  -         386.511 (meters)    1268.08  (feet)  COMP
 DO0399  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 DO0399
 DO0399  VERT ORDER  -  SECOND    CLASS 0
 DO0399
 DO0399.The horizontal coordinates were scaled from a topographic map and have
 DO0399.an estimated accuracy of +/- 6 seconds.
 DO0399
 DO0399.The orthometric height was determined by differential leveling
 DO0399.and adjusted by the National Geodetic Survey in June 1991..
 DO0399
 DO0399.The geoid height was determined by GEOID03.
 DO0399
 DO0399.The dynamic height is computed by dividing the NAVD 88
 DO0399.geopotential number by the normal gravity value computed on the
 DO0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0399.degrees latitude (g = 980.6199 gals.).
 DO0399
 DO0399.The modeled gravity was interpolated from observed gravity values.
 DO0399
 DO0399;                    North         East    Units  Estimated Accuracy
 DO0399;SPC TXNC     - 2,221,910.      540,290.      MT  (+/- 180 meters Scaled)
 DO0399
 DO0399                          SUPERSEDED SURVEY CONTROL
 DO0399
 DO0399  NGVD 29 (??/??/92)  386.833  (m)         1269.13   (f) ADJ UNCH    2 0
 DO0399
 DO0399.Superseded values are not recommended for survey control.
 DO0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0399.See file dsdata.txt to determine how the superseded data were derived.
 DO0399
 DO0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC866251(NAD 83)
 DO0399_MARKER: DD = SURVEY DISK
 DO0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0399_STAMPING: TEX 78 W A 1926
 DO0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0399+STABILITY: SURFACE MOTION
 DO0399
 DO0399  HISTORY     - Date     Condition        Report By
 DO0399  HISTORY     - 1926     MONUMENTED       USGS
 DO0399  HISTORY     - 1957     GOOD             NGS
 DO0399
 DO0399                          STATION DESCRIPTION
 DO0399
 DO0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0399'0.5 MI W FROM MABELLE.
 DO0399'0.5 MILE WEST ALONG THE WICHITA VALLEY RAILWAY FROM MABELLE, BAYLOR
 DO0399'COUNTY, 180 YARDS NORTH OF A SECTION HOUSE, ALONG AN OLD ROAD, 0.2
 DO0399'MILE SOUTH OF U. S. HIGHWAY 277, AT A ROAD INTERSECTION, 17 YARDS WEST
 DO0399'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 10 YARDS SOUTH OF THE
 DO0399'CENTERLINE OF THE EAST-AND-WEST ROAD, AND SET IN THE TOP OF A CONCRETE
 DO0399'POST.  NOTE -- THE ROADS PAST THIS MARK HAVE BEEN ABANDONED. IT IS
 DO0399'LOCATED 0.3 MILE WEST AND 0.2 MILE SOUTH OF THE JUNCTION OF U.S.
 DO0399'HIGHWAYS 82, 183, 277 AND 283 AND IS 18 PACES SOUTHWEST OF A FENCE
 DO0399'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0486 ***********************************************************************
 AM0486  DESIGNATION -  782
 AM0486  PID         -  AM0486
 AM0486  STATE/COUNTY-  TX/MATAGORDA
 AM0486  USGS QUAD   -  BROWN CEDAR CUT (1973)
 AM0486
 AM0486                         *CURRENT SURVEY CONTROL
 AM0486  ___________________________________________________________________
 AM0486* NAD 83(1993)-  28 44 41.35868(N)    095 42 43.90603(W)     ADJUSTED  
 AM0486* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0486  ___________________________________________________________________
 AM0486  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AM0486  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AM0486
 AM0486  HORZ ORDER  -  THIRD
 AM0486
 AM0486.The horizontal coordinates were established by classical geodetic methods
 AM0486.and adjusted by the National Geodetic Survey in February 1996..
 AM0486
 AM0486.The orthometric height was scaled from a topographic map.
 AM0486
 AM0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0486
 AM0486.The geoid height was determined by GEOID03.
 AM0486
 AM0486;                    North         East     Units Scale Factor Converg.
 AM0486;SPC TXSC     - 4,105,532.274   921,074.358   MT  0.99991589   +1 36 38.7
 AM0486;SPC TXSC     -13,469,567.14  3,021,891.46   sFT  0.99991589   +1 36 38.7
 AM0486;UTM  15      - 3,182,730.859   235,132.544   MT  1.00046586   -1 18 18.3
 AM0486
 AM0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0486!SPC TXSC     -   1.00000400  x   0.99991589  =   0.99991989
 AM0486!UTM  15      -   1.00000400  x   1.00046586  =   1.00046986
 AM0486
 AM0486                          SUPERSEDED SURVEY CONTROL
 AM0486
 AM0486  NAD 83(1986)-  28 44 41.36726(N)    095 42 43.88692(W) AD(       ) 3
 AM0486  NAD 27      -  28 44 40.40900(N)    095 42 42.99500(W) AD(       ) 3
 AM0486
 AM0486.Superseded values are not recommended for survey control.
 AM0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0486.See file dsdata.txt to determine how the superseded data were derived.
 AM0486
 AM0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM3513382731(NAD 83)
 AM0486_MARKER: B = BOLT
 AM0486_SETTING: 0 = UNSPECIFIED SETTING
 AM0486
 AM0486  HISTORY     - Date     Condition        Report By
 AM0486  HISTORY     - 1934     MONUMENTED       CGS
 AM0486  HISTORY     - 1937     GOOD             TSI
 AM0486  HISTORY     - 1947     GOOD             CGS
 AM0486  HISTORY     - 1969     GOOD             CGS
 AM0486
 AM0486                          STATION DESCRIPTION
 AM0486
 AM0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0486'STATION IS LOCATED ABOUT 11 MILES E OF THE VILLAGE OF GULF,
 AM0486'ON THE N SHORE OF MATAGORDA BAY, ABOUT 1-1/4 MILES WNW FROM
 AM0486'BROWN CEDAR CUT, 0.2 MILE NE FROM MOUTH OF BOGGY BAYOU, AND
 AM0486'150 METERS NW FROM BAY SHORE.
 AM0486'
 AM0486'STATION IS MARKED BY A 6-INCH-SQUARE CONCRETE POST WITH BRASS
 AM0486'BOLT AS CENTER.
 AM0486'
 AM0486'NO REFERENCE MARK WAS SET.
 AM0486'
 AM0486'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AM0486'WINDMILL (3/4 MILE), 15 DEG.  MOTT OF CEDARS ON E SIDE OF BROWN
 AM0486'CEDAR CUT, 110 DEG.  OLD HOUSE (1-1/4 MILES), 312 DEG.
 AM0486'
 AM0486'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 AM0486
 AM0486                          STATION RECOVERY (1937)
 AM0486
 AM0486'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AM0486'BENCH MARK RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AM0486
 AM0486                          STATION RECOVERY (1947)
 AM0486
 AM0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0486'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE FOLLOWING
 AM0486'WILL AID IN FUTURE RECOVERY--
 AM0486'
 AM0486'1. STATION IS WITNESSED BY A WHITE POST WITH NUMBERS 364
 AM0486'PAINTED ON IN BLACK.
 AM0486'
 AM0486'2. STATION IS 43 FEET N OF THE N BANK OF THE INTRACOSTAL
 AM0486'CANAL AND ABOUT 570 FEET W OF THE MOUTH OF BOGGY BAYOU.
 AM0486'
 AM0486'3. THE BOLT IS STAMPED 782.
 AM0486
 AM0486                          STATION RECOVERY (1969)
 AM0486
 AM0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0486'THE STATION WAS VISITED AND THE MARK FOUND IN GOOD CONDITION.
 AM0486'
 AM0486'THE STATION IS LOCATED 6-2/3 MILES SOUTH-SOUTHWEST OF SARGENT
 AM0486'ON THE NORTH BANK OF THE INTRACOASTAL WATERWAY, 3-1/3 MILES
 AM0486'WEST OF THE SMALL COMMUNITY OF CHINQUAPIN THAT IS LOCATED
 AM0486'ON LIVE OAK BAYOU JUST NORTH OF THE WATERWAY, AND JUST NORTH
 AM0486'OF THE NORTHERLY SHORE OF EAST MATAGORDA BAY.
 AM0486'
 AM0486'THE STATION WAS REACHED FROM CHINQUAPIN BY BOAT, BY GOING
 AM0486'SOUTH ON LIVE OAK BAYOU FOR 2/3 MILE THENCE EASTERLY ON THE
 AM0486'WATERWAY FOR 3-1/3 MILE TO INTRACOASTAL WATERWAY STATION 364
 AM0486'AND THE STATION ON THE LEFT, NORTH BANK OF THE CANAL.
 AM0486'
 AM0486'THE STATION MARK IS A SQUARE CONCRETE POST, 6 INCHES ON A SIDE,
 AM0486'WITH A BRASS BOLT SET IN ITS TOP CENTER.  THE BOLT IS STAMPED
 AM0486'782 AND HAS PUNCH MARK FOR CENTER POINT.  IT IS 1.1 MILE
 AM0486'EAST-NORTHEAST OF CURVE IN THE WATERWAY, 570 FEET WEST OF THE
 AM0486'CENTER OF BOGGY BAYOU, 150 FEET FROM THE CENTERLINE OF THE CANAL,
 AM0486'6 FEET NORTH OF THE NORTH BANK AND 1.5 FEET SOUTHEAST OF METAL
 AM0486'WITNESS POST WITH SIGN.  THE MARK PROJECTS 6 INCHES ABOVE THE
 AM0486'GROUND.
 AM0486'
 AM0486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-2/3 MILES
 AM0486'SOUTH-SOUTHWEST OF SARGENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6466 ***********************************************************************
 AW6466  DESIGNATION -  785 96.73 400R USE 1948
 AW6466  PID         -  AW6466
 AW6466  STATE/COUNTY-  TX/HARRIS
 AW6466  USGS QUAD   -  PASADENA (1995)
 AW6466
 AW6466                         *CURRENT SURVEY CONTROL
 AW6466  ___________________________________________________________________
 AW6466* NAD 83(1993)-  29 44 27.35280(N)    095 09 39.10094(W)     ADJUSTED  
 AW6466* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6466  ___________________________________________________________________
 AW6466  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AW6466  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6466
 AW6466  HORZ ORDER  -  THIRD
 AW6466
 AW6466.The horizontal coordinates were established by classical geodetic methods
 AW6466.and adjusted by the National Geodetic Survey in February 1996..
 AW6466
 AW6466.The orthometric height was scaled from a topographic map.
 AW6466
 AW6466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6466
 AW6466.The geoid height was determined by GEOID03.
 AW6466
 AW6466;                    North         East     Units Scale Factor Converg.
 AW6466;SPC TXSC     - 4,217,508.286   971,274.376   MT  0.99988826   +1 52 51.0
 AW6466;SPC TXSC     -13,836,941.77  3,186,589.35   sFT  0.99988826   +1 52 51.0
 AW6466;UTM  15      - 3,292,034.471   291,025.384   MT  1.00013885   -1 04 20.5
 AW6466
 AW6466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6466!SPC TXSC     -   1.00000395  x   0.99988826  =   0.99989221
 AW6466!UTM  15      -   1.00000395  x   1.00013885  =   1.00014280
 AW6466
 AW6466:                Primary Azimuth Mark                     Grid Az
 AW6466:SPC TXSC     -  770 00 400R USE 1948                     129 59 31.3
 AW6466:UTM  15      -  770 00 400R USE 1948                     132 56 42.8
 AW6466
 AW6466|---------------------------------------------------------------------|
 AW6466| PID    Reference Object                     Distance      Geod. Az  |
 AW6466|                                                           dddmmss.s |
 AW6466| AW6461 770 00 400R USE 1948                458.142 METERS 1315222.3 |
 AW6466| AW6465 800 00 400L USE 1948                492.405 METERS 3310903.7 |
 AW6466|---------------------------------------------------------------------|
 AW6466
 AW6466                          SUPERSEDED SURVEY CONTROL
 AW6466
 AW6466  NAD 83(1986)-  29 44 27.36796(N)    095 09 39.08190(W) AD(       ) 3
 AW6466  NAD 27      -  29 44 26.54589(N)    095 09 38.32476(W) AD(       ) 3
 AW6466
 AW6466.Superseded values are not recommended for survey control.
 AW6466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6466.See file dsdata.txt to determine how the superseded data were derived.
 AW6466
 AW6466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9102592034(NAD 83)
 AW6466_MARKER: DD = SURVEY DISK
 AW6466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6466+STABILITY: SURFACE MOTION
 AW6466
 AW6466  HISTORY     - Date     Condition        Report By
 AW6466  HISTORY     - 1948     MONUMENTED       USE
 AW6466  HISTORY     - 1955     GOOD             CGS
 AW6466
 AW6466                          STATION DESCRIPTION
 AW6466
 AW6466'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6466'LOCATED APPROXIMATELY 35 FT. SW FROM THE SW MEAN HIGH-WATERLINE
 AW6466'OF THE HOUSTON SHIP CHANNEL, APPROXIMATELY 700 FT. SW OF
 AW6466'CHANNEL LIGHT NO. 78, AND APPROXIMATELY 1300 FT. W OF SOME
 AW6466'WRECKS THAT LIE ON THE N EDGE OF THE CHANNEL.
 AW6466'
 AW6466'A U.S.E. DISK, STAMPED 785+96.73 400 R AND SET IN THE TOP
 AW6466'OF A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6466'
 AW6466'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6466'
 AW6466'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5717 ***********************************************************************
 AC5717  DESIGNATION -  7850
 AC5717  PID         -  AC5717
 AC5717  STATE/COUNTY-  TX/JEFF DAVIS
 AC5717  USGS QUAD   -  MOUNT LOCKE (1978)
 AC5717
 AC5717                         *CURRENT SURVEY CONTROL
 AC5717  ___________________________________________________________________
 AC5717* NAD 83(1993)-  30 40 49.77247(N)    104 00 54.30121(W)     ADJUSTED  
 AC5717* NAVD 88     -      2026.545  (meters)    6648.76   (feet)  ADJUSTED  
 AC5717  ___________________________________________________________________
 AC5717  X           -  -1,330,007.642 (meters)                     COMP
 AC5717  Y           -  -5,328,393.026 (meters)                     COMP
 AC5717  Z           -   3,236,502.804 (meters)                     COMP
 AC5717  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AC5717  ELLIP HEIGHT-        2005.36  (meters)          (10/23/00) GPS OBS
 AC5717  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 AC5717  DYNAMIC HT  -        2023.109 (meters)    6637.48  (feet)  COMP
 AC5717  MODELED GRAV-     978,871.0   (mgal)                       NAVD 88
 AC5717
 AC5717  HORZ ORDER  -  B
 AC5717  VERT ORDER  -  FIRST     CLASS II
 AC5717  ELLP ORDER  -  FOURTH    CLASS II
 AC5717
 AC5717.This is a reference station for the MCDONALD VLBI STA
 AC5717.National Continuously Operating Reference Station (MDO1).
 AC5717
 AC5717.The horizontal coordinates were established by GPS observations
 AC5717.and adjusted by the National Geodetic Survey in July 1997..
 AC5717
 AC5717.The orthometric height was determined by differential leveling
 AC5717.and adjusted by the National Geodetic Survey in July 2002..
 AC5717
 AC5717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5717
 AC5717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5717
 AC5717.The ellipsoidal height was determined by GPS observations
 AC5717.and is referenced to NAD 83.
 AC5717
 AC5717.The geoid height was determined by GEOID03.
 AC5717
 AC5717.The dynamic height is computed by dividing the NAVD 88
 AC5717.geopotential number by the normal gravity value computed on the
 AC5717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5717.degrees latitude (g = 980.6199 gals.).
 AC5717
 AC5717.The modeled gravity was interpolated from observed gravity values.
 AC5717
 AC5717;                    North         East     Units Scale Factor Converg.
 AC5717;SPC TX C     - 3,118,224.841   347,310.875   MT  0.99989733   -1 53 46.7
 AC5717;SPC TX C     -10,230,376.00  1,139,469.10   sFT  0.99989733   -1 53 46.7
 AC5717;UTM  13      - 3,394,607.102   594,340.361   MT  0.99970979   +0 30 09.3
 AC5717
 AC5717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5717!SPC TX C     -   0.99968518  x   0.99989733  =   0.99958254
 AC5717!UTM  13      -   0.99968518  x   0.99970979  =   0.99939506
 AC5717
 AC5717|---------------------------------------------------------------------|
 AC5717| PID    Reference Object                     Distance      Geod. Az  |
 AC5717|                                                           dddmmss.s |
 AC5717| AA7437 MCDONALD VLBI STA CORS L1 PHASE CEN   9.784 METERS 08048     |
 AC5717|---------------------------------------------------------------------|
 AC5717
 AC5717                          SUPERSEDED SURVEY CONTROL
 AC5717
 AC5717  ELLIP H (07/06/97) 2005.39   (m)                       GP(       ) 2 1
 AC5717  NAVD 88 (07/06/97) 2026.55   (m)         6648.8    (f) LEVELING    3  
 AC5717
 AC5717.Superseded values are not recommended for survey control.
 AC5717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5717.See file dsdata.txt to determine how the superseded data were derived.
 AC5717
 AC5717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9434094607(NAD 83)
 AC5717_MARKER: DD = SURVEY DISK
 AC5717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC5717_SP_SET: CONCRETE SLAB
 AC5717_STAMPING: 7850 1988
 AC5717_MARK LOGO: NASA  
 AC5717_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5717+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1997
 AC5717
 AC5717  HISTORY     - Date     Condition        Report By
 AC5717  HISTORY     - 1988     MONUMENTED       NASA
 AC5717  HISTORY     - 19961108 GOOD             NGS
 AC5717  HISTORY     - 19970303 GOOD             NGS
 AC5717  HISTORY     - 20030322 GOOD             USPSQD
 AC5717
 AC5717                          STATION DESCRIPTION
 AC5717
 AC5717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5717'24.7 KM (15.35 MI) NORTHERLY ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 AC5717'OF STATE HIGHWAY 17 IN FORT DAVIS, THENCE 1.4 KM (0.85 MI) EASTERLY
 AC5717'ALONG STATE ROAD SPUR 78 LEADING TO THE MCDONALD OBSERVATORY, THENCE
 AC5717'0.7 KM (0.45 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI)
 AC5717'SOUTHERLY ALONG A DIRT ROAD, NEAR THE CENTER OF A 4 BY 4-FOOT CONCRETE
 AC5717'SLAB THAT IS SURROUNDED BY A 12 BY 20-FOOT CONCRETE SLAB, 60.2 M
 AC5717'(197.5 FT) NORTHEAST OF 7850 REFERENCE MARK 2, 44.5 M (146.0 FT) EAST
 AC5717'OF 7850 REFERENCE MARK 3, 34.4 M (112.9 FT) WEST OF 7850 REFERENCE
 AC5717'MARK 1, 28.9 M (94.8 FT) NORTH OF MONUMENT MLRS-TLRS, 18.5 M (60.7 FT)
 AC5717'WEST OF THE ROAD CENTER, 10.3 M (33.8 FT) NORTHEAST OF THE NORTHEAST
 AC5717'CORNER OF THE MLRS OFFICE TRAILER, 9.6 M (31.5 FT) WEST OF THE CORS
 AC5717'ANTENNA, 1.5 M (4.9 FT) SOUTHEAST OF STATION 7851, AND 0.5 M (1.6 FT)
 AC5717'ABOVE THE LEVEL OF THE ROAD.
 AC5717
 AC5717                          STATION RECOVERY (1997)
 AC5717
 AC5717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC5717'ALL MEASUREMENTS AND DIRECTIONS ARE ADDEQUATE.
 AC5717
 AC5717                          STATION RECOVERY (2003)
 AC5717
 AC5717'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AC5717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5719 ***********************************************************************
 AC5719  DESIGNATION -  7850 RM 1
 AC5719  PID         -  AC5719
 AC5719  STATE/COUNTY-  TX/JEFF DAVIS
 AC5719  USGS QUAD   -  MOUNT LOCKE (1978)
 AC5719
 AC5719                         *CURRENT SURVEY CONTROL
 AC5719  ___________________________________________________________________
 AC5719* NAD 83(1993)-  30 40 49.85071(N)    104 00 53.00474(W)     ADJUSTED  
 AC5719* NAVD 88     -      2026.459  (meters)    6648.47   (feet)  ADJUSTED  
 AC5719  ___________________________________________________________________
 AC5719  X           -  -1,329,973.834 (meters)                     COMP
 AC5719  Y           -  -5,328,400.117 (meters)                     COMP
 AC5719  Z           -   3,236,504.831 (meters)                     COMP
 AC5719  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AC5719  ELLIP HEIGHT-        2005.27  (meters)          (10/23/00) GPS OBS
 AC5719  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 AC5719  DYNAMIC HT  -        2023.022 (meters)    6637.20  (feet)  COMP
 AC5719  MODELED GRAV-     978,870.9   (mgal)                       NAVD 88
 AC5719
 AC5719  HORZ ORDER  -  B
 AC5719  VERT ORDER  -  FIRST     CLASS II
 AC5719  ELLP ORDER  -  FOURTH    CLASS II
 AC5719
 AC5719.This is a reference station for the MCDONALD VLBI STA
 AC5719.National Continuously Operating Reference Station (MDO1).
 AC5719
 AC5719.The horizontal coordinates were established by GPS observations
 AC5719.and adjusted by the National Geodetic Survey in July 1997..
 AC5719
 AC5719.The orthometric height was determined by differential leveling
 AC5719.and adjusted by the National Geodetic Survey in July 2002..
 AC5719
 AC5719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5719
 AC5719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5719
 AC5719.The ellipsoidal height was determined by GPS observations
 AC5719.and is referenced to NAD 83.
 AC5719
 AC5719.The geoid height was determined by GEOID03.
 AC5719
 AC5719.The dynamic height is computed by dividing the NAVD 88
 AC5719.geopotential number by the normal gravity value computed on the
 AC5719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5719.degrees latitude (g = 980.6199 gals.).
 AC5719
 AC5719.The modeled gravity was interpolated from observed gravity values.
 AC5719
 AC5719;                    North         East     Units Scale Factor Converg.
 AC5719;SPC TX C     - 3,118,226.107   347,345.440   MT  0.99989733   -1 53 46.1
 AC5719;SPC TX C     -10,230,380.15  1,139,582.50   sFT  0.99989733   -1 53 46.1
 AC5719;UTM  13      - 3,394,609.813   594,374.836   MT  0.99970987   +0 30 10.0
 AC5719
 AC5719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5719!SPC TX C     -   0.99968519  x   0.99989733  =   0.99958256
 AC5719!UTM  13      -   0.99968519  x   0.99970987  =   0.99939515
 AC5719
 AC5719|---------------------------------------------------------------------|
 AC5719| PID    Reference Object                     Distance      Geod. Az  |
 AC5719|                                                           dddmmss.s |
 AC5719| AA7437 MCDONALD VLBI STA CORS L1 PHASE CEN  24.864 METERS 26803     |
 AC5719|---------------------------------------------------------------------|
 AC5719
 AC5719                          SUPERSEDED SURVEY CONTROL
 AC5719
 AC5719  ELLIP H (07/06/97) 2005.30   (m)                       GP(       ) 2 1
 AC5719  NAVD 88 (07/06/97) 2026.46   (m)         6648.5    (f) LEVELING    3  
 AC5719
 AC5719.Superseded values are not recommended for survey control.
 AC5719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5719.See file dsdata.txt to determine how the superseded data were derived.
 AC5719
 AC5719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9437594610(NAD 83)
 AC5719_MARKER: DD = SURVEY DISK
 AC5719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5719_STAMPING: 7850 RM 1 1988
 AC5719_MARK LOGO: NASA  
 AC5719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5719+STABILITY: SURFACE MOTION
 AC5719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5719+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1997
 AC5719
 AC5719  HISTORY     - Date     Condition        Report By
 AC5719  HISTORY     - 1988     MONUMENTED       NASA
 AC5719  HISTORY     - 19961108 GOOD             NGS
 AC5719  HISTORY     - 19970303 GOOD             NGS
 AC5719  HISTORY     - 20030322 GOOD             USPSQD
 AC5719
 AC5719                          STATION DESCRIPTION
 AC5719
 AC5719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5719'24.7 KM (15.35 MI) NORTHERLY ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 AC5719'OF STATE HIGHWAY 17 IN FORT DAVIS, THENCE 1.4 KM (0.85 MI) EASTERLY
 AC5719'ALONG STATE ROAD SPUR 78 LEADING TO THE MCDONALD OBSERVATORY, THENCE
 AC5719'0.7 KM (0.45 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI)
 AC5719'SOUTHERLY ALONG A DIRT ROAD, 33.4 M (109.6 FT) EAST OF STATION 7850,
 AC5719'23.8 M (78.1 FT) EAST OF THE CORS ANTENNA, 4.7 M (15.4 FT) SOUTHEAST
 AC5719'OF THE SOUTHEAST CORNER OF A SUPPLY TRAILER, 2.4 M (7.9 FT) SOUTH OF A
 AC5719'SMALL ANTENNA, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 AC5719'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AC5719
 AC5719                          STATION RECOVERY (1997)
 AC5719
 AC5719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC5719'ALL MEASUREMENTS AND DIRECTIONS ARE GOOD.
 AC5719
 AC5719                          STATION RECOVERY (2003)
 AC5719
 AC5719'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AC5719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5720 ***********************************************************************
 AC5720  DESIGNATION -  7850 RM 2
 AC5720  PID         -  AC5720
 AC5720  STATE/COUNTY-  TX/JEFF DAVIS
 AC5720  USGS QUAD   -  MOUNT LOCKE (1978)
 AC5720
 AC5720                         *CURRENT SURVEY CONTROL
 AC5720  ___________________________________________________________________
 AC5720* NAD 83(1986)-  30 40 50.     (N)    104 00 57.     (W)     SCALED    
 AC5720* NAVD 88     -      2023.937  (meters)    6640.20   (feet)  ADJUSTED  
 AC5720  ___________________________________________________________________
 AC5720  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 AC5720  DYNAMIC HT  -        2020.504 (meters)    6628.94  (feet)  COMP
 AC5720  MODELED GRAV-     978,870.8   (mgal)                       NAVD 88
 AC5720
 AC5720  VERT ORDER  -  FIRST     CLASS II
 AC5720
 AC5720.The horizontal coordinates were scaled from a topographic map and have
 AC5720.an estimated accuracy of +/- 6 seconds.
 AC5720
 AC5720.The orthometric height was determined by differential leveling
 AC5720.and adjusted by the National Geodetic Survey in July 2002..
 AC5720
 AC5720.The geoid height was determined by GEOID03.
 AC5720
 AC5720.The dynamic height is computed by dividing the NAVD 88
 AC5720.geopotential number by the normal gravity value computed on the
 AC5720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5720.degrees latitude (g = 980.6199 gals.).
 AC5720
 AC5720.The modeled gravity was interpolated from observed gravity values.
 AC5720
 AC5720;                    North         East    Units  Estimated Accuracy
 AC5720;SPC TX C     - 3,118,230.      347,240.      MT  (+/- 180 meters Scaled)
 AC5720
 AC5720                          SUPERSEDED SURVEY CONTROL
 AC5720
 AC5720.No superseded survey control is available for this station.
 AC5720
 AC5720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP942946(NAD 83)
 AC5720_MARKER: DD = SURVEY DISK
 AC5720_SETTING: 66 = SET IN ROCK OUTCROP
 AC5720_STAMPING: 7850 RM 2 1988
 AC5720_MARK LOGO: NASA  
 AC5720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5720+STABILITY: POSITION/ELEVATION WELL
 AC5720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5720+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1996
 AC5720
 AC5720  HISTORY     - Date     Condition        Report By
 AC5720  HISTORY     - 1988     MONUMENTED       NASA
 AC5720  HISTORY     - 19961108 GOOD             NGS
 AC5720  HISTORY     - 20030322 GOOD             USPSQD
 AC5720
 AC5720                          STATION DESCRIPTION
 AC5720
 AC5720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5720'24.7 KM (15.35 MI) NORTHERLY ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 AC5720'OF STATE HIGHWAY 17 IN FORT DAVIS, THENCE 1.4 KM (0.85 MI) EASTERLY
 AC5720'ALONG STATE ROAD SPUR 78 LEADING TO THE MCDONALD OBSERVATORY, THENCE
 AC5720'0.7 KM (0.45 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI)
 AC5720'SOUTHERLY ALONG A DIRT ROAD, NEAR THE CENTER OF A 5 BY 9-FOOT EXPOSED
 AC5720'AREA OF BEDROCK, 71.0 M (232.9 FT) SOUTH OF 7850 REFERENCE MARK 3,
 AC5720'67.5 M (221.5 FT) SOUTHWEST OF THE CORS ANTENNA, 53.9 M (176.8 FT)
 AC5720'WEST OF THE ROAD CENTER, 47.2 M (154.9 FT) WEST OF MONUMENT MLRS TLRS,
 AC5720'34.0 M (111.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A MLRS OFFICE
 AC5720'TRAILER, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE ROAD, AND 0.5 M (1.6
 AC5720'FT) ABOVE THE GROUND SURFACE.
 AC5720
 AC5720                          STATION RECOVERY (2003)
 AC5720
 AC5720'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AC5720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5721 ***********************************************************************
 AC5721  DESIGNATION -  7850 RM 3
 AC5721  PID         -  AC5721
 AC5721  STATE/COUNTY-  TX/JEFF DAVIS
 AC5721  USGS QUAD   -  MOUNT LOCKE (1978)
 AC5721
 AC5721                         *CURRENT SURVEY CONTROL
 AC5721  ___________________________________________________________________
 AC5721* NAD 83(1986)-  30 40 51.     (N)    104 00 59.     (W)     SCALED    
 AC5721* NAVD 88     -      2022.692  (meters)    6636.12   (feet)  ADJUSTED  
 AC5721  ___________________________________________________________________
 AC5721  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 AC5721  DYNAMIC HT  -        2019.261 (meters)    6624.86  (feet)  COMP
 AC5721  MODELED GRAV-     978,870.8   (mgal)                       NAVD 88
 AC5721
 AC5721  VERT ORDER  -  FIRST     CLASS II
 AC5721
 AC5721.The horizontal coordinates were scaled from a topographic map and have
 AC5721.an estimated accuracy of +/- 6 seconds.
 AC5721
 AC5721.The orthometric height was determined by differential leveling
 AC5721.and adjusted by the National Geodetic Survey in July 2002..
 AC5721
 AC5721.The geoid height was determined by GEOID03.
 AC5721
 AC5721.The dynamic height is computed by dividing the NAVD 88
 AC5721.geopotential number by the normal gravity value computed on the
 AC5721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5721.degrees latitude (g = 980.6199 gals.).
 AC5721
 AC5721.The modeled gravity was interpolated from observed gravity values.
 AC5721
 AC5721;                    North         East    Units  Estimated Accuracy
 AC5721;SPC TX C     - 3,118,270.      347,190.      MT  (+/- 180 meters Scaled)
 AC5721
 AC5721                          SUPERSEDED SURVEY CONTROL
 AC5721
 AC5721.No superseded survey control is available for this station.
 AC5721
 AC5721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP942946(NAD 83)
 AC5721_MARKER: DD = SURVEY DISK
 AC5721_SETTING: 66 = SET IN ROCK OUTCROP
 AC5721_STAMPING: 7850 RM 3 1988
 AC5721_MARK LOGO: NASA  
 AC5721_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5721+STABILITY: POSITION/ELEVATION WELL
 AC5721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5721+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1996
 AC5721
 AC5721  HISTORY     - Date     Condition        Report By
 AC5721  HISTORY     - 1988     MONUMENTED       NASA
 AC5721  HISTORY     - 19961108 GOOD             NGS
 AC5721  HISTORY     - 20030322 GOOD             USPSQD
 AC5721
 AC5721                          STATION DESCRIPTION
 AC5721
 AC5721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5721'24.7 KM (15.35 MI) NORTHERLY ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 AC5721'OF STATE HIGHWAY 17 IN FORT DAVIS, THENCE 1.4 KM (0.85 MI) EASTERLY
 AC5721'ALONG STATE ROAD SPUR 78 LEADING TO THE MCDONALD OBSERVATORY, THENCE
 AC5721'0.7 KM (0.45 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI)
 AC5721'SOUTHERLY ALONG A DIRT ROAD, NEAR THE CENTER OF A 2 BY 3-FOOT EXPOSED
 AC5721'AREA OF BEDROCK, 71.0 M (232.9 FT) NORTH OF 7850 REFERENCE MARK 2,
 AC5721'63.0 M (206.7 FT) WEST OF THE ROAD CENTER, 53.3 M (174.9 FT) WEST OF
 AC5721'THE CORS ANTENNA, 44.5 M (146.0 FT) WEST OF STATION 7850, 36.8 M
 AC5721'(120.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF A MLRS OFFICE TRAILER,
 AC5721'8.9 M (29.2 FT) WEST OF THE CENTER OF A TRACK ROAD, AND 0.5 M (1.6 FT)
 AC5721'BELOW THE LEVEL OF THE TRACK ROAD.
 AC5721
 AC5721                          STATION RECOVERY (2003)
 AC5721
 AC5721'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AC5721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5718 ***********************************************************************
 AC5718  DESIGNATION -  7851
 AC5718  PID         -  AC5718
 AC5718  STATE/COUNTY-  TX/JEFF DAVIS
 AC5718  USGS QUAD   -  MOUNT LOCKE (1978)
 AC5718
 AC5718                         *CURRENT SURVEY CONTROL
 AC5718  ___________________________________________________________________
 AC5718* NAD 83(1986)-  30 40 51.     (N)    104 00 57.     (W)     SCALED    
 AC5718* NAVD 88     -      2026.555  (meters)    6648.79   (feet)  ADJUSTED  
 AC5718  ___________________________________________________________________
 AC5718  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 AC5718  DYNAMIC HT  -        2023.118 (meters)    6637.51  (feet)  COMP
 AC5718  MODELED GRAV-     978,871.0   (mgal)                       NAVD 88
 AC5718
 AC5718  VERT ORDER  -  FIRST     CLASS II
 AC5718
 AC5718.The horizontal coordinates were scaled from a topographic map and have
 AC5718.an estimated accuracy of +/- 6 seconds.
 AC5718
 AC5718.The orthometric height was determined by differential leveling
 AC5718.and adjusted by the National Geodetic Survey in July 2002..
 AC5718
 AC5718.The geoid height was determined by GEOID03.
 AC5718
 AC5718.The dynamic height is computed by dividing the NAVD 88
 AC5718.geopotential number by the normal gravity value computed on the
 AC5718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5718.degrees latitude (g = 980.6199 gals.).
 AC5718
 AC5718.The modeled gravity was interpolated from observed gravity values.
 AC5718
 AC5718;                    North         East    Units  Estimated Accuracy
 AC5718;SPC TX C     - 3,118,270.      347,240.      MT  (+/- 180 meters Scaled)
 AC5718
 AC5718                          SUPERSEDED SURVEY CONTROL
 AC5718
 AC5718.No superseded survey control is available for this station.
 AC5718
 AC5718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP942946(NAD 83)
 AC5718_MARKER: DD = SURVEY DISK
 AC5718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5718_STAMPING: 7851 1988
 AC5718_MARK LOGO: NASA  
 AC5718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5718+STABILITY: SURFACE MOTION
 AC5718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5718+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1996
 AC5718
 AC5718  HISTORY     - Date     Condition        Report By
 AC5718  HISTORY     - 1988     MONUMENTED       NASA
 AC5718  HISTORY     - 19961108 GOOD             NGS
 AC5718  HISTORY     - 20030322 GOOD             USPSQD
 AC5718
 AC5718                          STATION DESCRIPTION
 AC5718
 AC5718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5718'24.7 KM (15.35 MI) NORTHERLY ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 AC5718'OF STATE HIGHWAY 17 IN FORT DAVIS, THENCE 1.4 KM (0.85 MI) EASTERLY
 AC5718'ALONG STATE ROAD SPUR 78 LEADING TO THE MCDONALD OBSERVATORY, THENCE
 AC5718'0.7 KM (0.45 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI)
 AC5718'SOUTHERLY ALONG A DIRT ROAD, 20.0 M (65.6 FT) WEST OF THE ROAD CENTER,
 AC5718'11.0 M (36.1 FT) WEST OF THE CORS ANTENNA, 9.3 M (30.5 FT) NORTHEAST
 AC5718'OF THE NORTHEAST CORNER OF A MLRS OFFICE TRAILER, 1.7 M (5.6 FT) SOUTH
 AC5718'OF THE NORTH EDGE OF A CONCRETE SLAB, 1.5 M (4.9 FT) NORTHWEST OF
 AC5718'STATION 7850, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 AC5718'MONUMENT IS FLUSH WITH AND SURROUNDED BY A CONCRETE SLAB.
 AC5718
 AC5718                          STATION RECOVERY (2003)
 AC5718
 AC5718'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AC5718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0118 ***********************************************************************
 CB0118  DESIGNATION -  78.57 USE
 CB0118  PID         -  CB0118
 CB0118  STATE/COUNTY-  TX/TOM GREEN
 CB0118  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0118
 CB0118                         *CURRENT SURVEY CONTROL
 CB0118  ___________________________________________________________________
 CB0118* NAD 83(1986)-  31 25 26.     (N)    100 24 26.     (W)     SCALED    
 CB0118* NAVD 88     -       572.740  (meters)    1879.06   (feet)  POSTED    
 CB0118  ___________________________________________________________________
 CB0118  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CB0118  DYNAMIC HT  -         571.960 (meters)    1876.51  (feet)  COMP
 CB0118  MODELED GRAV-     979,252.0   (mgal)                       NAVD 88
 CB0118
 CB0118  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CB0118
 CB0118.The horizontal coordinates were scaled from a topographic map and have
 CB0118.an estimated accuracy of +/- 6 seconds.
 CB0118
 CB0118.The orthometric height was determined by differential leveling
 CB0118.and adjusted by the National Geodetic Survey in 1992..
 CB0118.No vertical observational check was made to the station.
 CB0118.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CB0118.was located on a no-check spur therefore a value was not computed.
 CB0118
 CB0118.The geoid height was determined by GEOID03.
 CB0118
 CB0118.The dynamic height is computed by dividing the NAVD 88
 CB0118.geopotential number by the normal gravity value computed on the
 CB0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0118.degrees latitude (g = 980.6199 gals.).
 CB0118
 CB0118.The modeled gravity was interpolated from observed gravity values.
 CB0118
 CB0118;                    North         East    Units  Estimated Accuracy
 CB0118;SPC TX C     - 3,194,800.      692,980.      MT  (+/- 180 meters Scaled)
 CB0118
 CB0118                          SUPERSEDED SURVEY CONTROL
 CB0118
 CB0118  NGVD 29 (??/??/92)  572.568  (m)         1878.50   (f) ADJ UNCH    1 2
 CB0118
 CB0118.Superseded values are not recommended for survey control.
 CB0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0118.See file dsdata.txt to determine how the superseded data were derived.
 CB0118
 CB0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV662774(NAD 83)
 CB0118_MARKER: DD = SURVEY DISK
 CB0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0118+STABILITY: SURFACE MOTION
 CB0118
 CB0118  HISTORY     - Date     Condition        Report By
 CB0118  HISTORY     - UNK      MONUMENTED       DOD
 CB0118  HISTORY     - 1945     GOOD             NGS
 CB0118  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0118
 CB0118                          STATION DESCRIPTION
 CB0118
 CB0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CB0118'3.5 MI SE FROM SAN ANGELO.
 CB0118'3.5 MILES SOUTHEAST OF THE PANHANDLE AND SANTA FE RAILWAY STATION VIA
 CB0118'THE GOODFELLOW FIELD 0.8 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 277
 CB0118'AND U.S. HIGHWAY 87, 0.4 MILE NORTHWEST OF AKINSON TRIANGULATION
 CB0118'STATION, 0.7 MILE SOUTHEAST OF GOODFELLOW FIELD MAIN CONCTROL TOWER,
 CB0118'175 FEET SOUTH OF THE SOUTH END OF THE NORTH-SOUTH RUNWAY, 174 FEET
 CB0118'EAST OF A WHITE GATE IN FENCE LINE, 50 FEET NORTH OF CENTER LINE OF
 CB0118'U.S. HIGHWAY 87, 4 FEET INSIDE OF FENCE LINE, 15 FEET EAST OF A 2X4
 CB0118'MILE POST (4), 2 INCHES BELOW SURFACE OF THE GROUND.
 CB0118
 CB0118                          STATION RECOVERY (1981)
 CB0118
 CB0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2947 ***********************************************************************
 AW2947  DESIGNATION -  79
 AW2947  PID         -  AW2947
 AW2947  STATE/COUNTY-  TX/CHAMBERS
 AW2947  USGS QUAD   -  MORGANS POINT (1993)
 AW2947
 AW2947                         *CURRENT SURVEY CONTROL
 AW2947  ___________________________________________________________________
 AW2947* NAD 83(1986)-  29 39 45.     (N)    094 53 41.     (W)     SCALED    
 AW2947* NAVD 88     -         8.19   (+/-2cm)      26.9    (feet)  VERTCON   
 AW2947  ___________________________________________________________________
 AW2947  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2947
 AW2947  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2947
 AW2947.The horizontal coordinates were scaled from a topographic map and have
 AW2947.an estimated accuracy of +/- 6 seconds.
 AW2947
 AW2947.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2947.The vertical order pertains to the NGVD 29 superseded value.
 AW2947
 AW2947.The geoid height was determined by GEOID03.
 AW2947
 AW2947;                    North         East    Units  Estimated Accuracy
 AW2947;SPC TXSC     - 4,209,700.      997,310.      MT  (+/- 180 meters Scaled)
 AW2947
 AW2947                          SUPERSEDED SURVEY CONTROL
 AW2947
 AW2947  NGVD 29 (??/??/92)    8.189  (m)           26.87   (f) ADJ UNCH    1 2
 AW2947
 AW2947.Superseded values are not recommended for survey control.
 AW2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2947.See file dsdata.txt to determine how the superseded data were derived.
 AW2947
 AW2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN166828(NAD 83)
 AW2947_MARKER: Z = SEE DESCRIPTION
 AW2947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2947_SP_SET: WELL CASING
 AW2947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2947
 AW2947  HISTORY     - Date     Condition        Report By
 AW2947  HISTORY     - UNK      MONUMENTED       USGS
 AW2947  HISTORY     - 1954     GOOD             NGS
 AW2947  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2947  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW2947  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW2947
 AW2947                          STATION DESCRIPTION
 AW2947
 AW2947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2947'7.65 MI SE FROM BAYTOWN.
 AW2947'1 BLOCK SOUTH ALONG NORTH GAILLARD STREET FROM THE MAIN POST OFFICE AT
 AW2947'BAYTOWN, THENCE 1.05 MILES EAST ALONG EAST TEXAS AVENUE, THENCE 6.6
 AW2947'MILES SOUTHEAST ALONG THE TRICITY BEACH ROAD, AT CAMP ALLEN WHICH IS
 AW2947'AN EPISCOPAL CHURCH CAMP, 310 FEET SOUTHEAST OF THE CENTER LINE OF AN
 AW2947'OILED ROAD, 148 FEET SOUTH OF THE SOUTH CORNER OF A SWIMMING POOL, 9.2
 AW2947'FEET NORTHWEST OF THE NORTHWEST WALL OF THE MESS HALL, 6.4 FEET EAST
 AW2947'OF THE EAST CORNER OF A STEEL WATER TOWER, 0.4 FOOT ABOVE THE GROUND,
 AW2947'THE HIGH POINT OF A REDUCER WHICH IS ON THE INSIDE OF A 4 INCH WELL
 AW2947'CASING.  NOTE-- A PIPE WAS FOUND RUSTED OFF AT GROUND LEVEL AT THE
 AW2947'DESCRIBED LOCATION.
 AW2947
 AW2947                          STATION RECOVERY (1964)
 AW2947
 AW2947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2947'MARK NOT FOUND.
 AW2947
 AW2947                          STATION RECOVERY (2004)
 AW2947
 AW2947'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2947'MARK NOT FOUND.
 AW2947
 AW2947                          STATION RECOVERY (2005)
 AW2947
 AW2947'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW2947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1302 ***********************************************************************
 BL1302  DESIGNATION -  79
 BL1302  PID         -  BL1302
 BL1302  STATE/COUNTY-  TX/MONTGOMERY
 BL1302  USGS QUAD   -  CUT AND SHOOT (1997)
 BL1302
 BL1302                         *CURRENT SURVEY CONTROL
 BL1302  ___________________________________________________________________
 BL1302* NAD 83(1986)-  30 18 39.     (N)    095 20 39.     (W)     SCALED    
 BL1302* NAVD 88     -        55.84   (+/-2cm)     183.2    (feet)  VERTCON   
 BL1302  ___________________________________________________________________
 BL1302  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL1302
 BL1302  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1302
 BL1302.The horizontal coordinates were scaled from a topographic map and have
 BL1302.an estimated accuracy of +/- 6 seconds.
 BL1302
 BL1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1302.The vertical order pertains to the NGVD 29 superseded value.
 BL1302
 BL1302.The geoid height was determined by GEOID03.
 BL1302
 BL1302;                    North         East    Units  Estimated Accuracy
 BL1302;SPC TX C     - 3,082,170.    1,179,700.      MT  (+/- 180 meters Scaled)
 BL1302
 BL1302                          SUPERSEDED SURVEY CONTROL
 BL1302
 BL1302  NGVD 29 (??/??/92)   55.839  (m)          183.20   (f) ADJ UNCH    2 0
 BL1302
 BL1302.Superseded values are not recommended for survey control.
 BL1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1302.See file dsdata.txt to determine how the superseded data were derived.
 BL1302
 BL1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP745555(NAD 83)
 BL1302_MARKER: Z = SEE DESCRIPTION
 BL1302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1302_SP_SET: CULVERT
 BL1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1302
 BL1302  HISTORY     - Date     Condition        Report By
 BL1302  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL1302  HISTORY     - 1954     GOOD             NGS
 BL1302
 BL1302                          STATION DESCRIPTION
 BL1302
 BL1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1302'6.9 MI E FROM CONROE.
 BL1302'6.9 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL1302'UNION STATION AT CONROE, 8 POLES WEST OF A ROAD CROSSING, 4 POLES WEST
 BL1302'OF THE STATION SIGN BOARD AT WAUKEGAN SIDING, 28.7 FEET NORTH OF THE
 BL1302'NORTH RAIL OF THE MAIN TRACK, 23.4 FEET NORTHEAST OF THE CENTER OF THE
 BL1302'NORTH END OF THE MOST EASTERLY ONE OF TWO 3-FOOT IRON PIPE CULVERTS
 BL1302'(CULVERT NO.79A) UNDER THE TRACKS, 2.0 FEET SOUTHEAST OF MILEPOST
 BL1302'NO.79, 1.5 FOOT WEST OF A REFERENCE POST, THE HIGHEST POINT OF THE TOP
 BL1302'OF A PIECE OF RAIL DRIVEN VERTICALLY INTO THE GROUND, ABOUT 6 FEET
 BL1302'BELOW THE TRACK AND PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0009 ***********************************************************************
 EN0009  DESIGNATION -  79+00
 EN0009  PID         -  EN0009
 EN0009  STATE/COUNTY-  TX/HALL
 EN0009  USGS QUAD   -  ESTELLINE (1985)
 EN0009
 EN0009                         *CURRENT SURVEY CONTROL
 EN0009  ___________________________________________________________________
 EN0009* NAD 83(1986)-  34 33 31.     (N)    100 27 32.     (W)     SCALED    
 EN0009* NAVD 88     -       543.753  (meters)    1783.96   (feet)  ADJUSTED  
 EN0009  ___________________________________________________________________
 EN0009  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 EN0009  DYNAMIC HT  -         543.137 (meters)    1781.94  (feet)  COMP
 EN0009  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 EN0009
 EN0009  VERT ORDER  -  FIRST     CLASS II
 EN0009
 EN0009.The horizontal coordinates were scaled from a topographic map and have
 EN0009.an estimated accuracy of +/- 6 seconds.
 EN0009
 EN0009.The orthometric height was determined by differential leveling
 EN0009.and adjusted by the National Geodetic Survey in June 1991..
 EN0009
 EN0009.The geoid height was determined by GEOID03.
 EN0009
 EN0009.The dynamic height is computed by dividing the NAVD 88
 EN0009.geopotential number by the normal gravity value computed on the
 EN0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0009.degrees latitude (g = 980.6199 gals.).
 EN0009
 EN0009.The modeled gravity was interpolated from observed gravity values.
 EN0009
 EN0009;                    North         East    Units  Estimated Accuracy
 EN0009;SPC TX N     - 1,062,480.      295,550.      MT  (+/- 180 meters Scaled)
 EN0009
 EN0009                          SUPERSEDED SURVEY CONTROL
 EN0009
 EN0009  NGVD 29 (??/??/92)  543.480  (m)         1783.07   (f) ADJ UNCH    1 2
 EN0009
 EN0009.Superseded values are not recommended for survey control.
 EN0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0009.See file dsdata.txt to determine how the superseded data were derived.
 EN0009
 EN0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD661250(NAD 83)
 EN0009_MARKER: Z = SEE DESCRIPTION
 EN0009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0009_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EN0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0009
 EN0009  HISTORY     - Date     Condition        Report By
 EN0009  HISTORY     - UNK      MONUMENTED       BNRR
 EN0009  HISTORY     - 1934     GOOD             NGS
 EN0009
 EN0009                          STATION DESCRIPTION
 EN0009
 EN0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EN0009'1.8 MI SW FROM ESTELLINE.
 EN0009'1.8 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0009'THE STATION AT ESTELLINE, HALL COUNTY, ABOUT 1/2 MILE WEST OF MILEPOST
 EN0009'238, AT STATION 79+00.  ABOUT 120 YARDS EAST OF MILEAGE SIGN P 238.57,
 EN0009'ABOUT 90 YARDS EAST OF SIGN W, ABOUT 25 YARDS SOUTHWEST OF THE TRACK,
 EN0009'AND 2 FEET WEST OF A CORNER OF THE RIGHT-OF-WAY FENCE. THE TOP OF A
 EN0009'CONCRETE-FILLED PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0590 ***********************************************************************
 DN0590  DESIGNATION -  796
 DN0590  PID         -  DN0590
 DN0590  STATE/COUNTY-  TX/COOKE
 DN0590  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN0590
 DN0590                         *CURRENT SURVEY CONTROL
 DN0590  ___________________________________________________________________
 DN0590* NAD 83(1986)-  33 38 04.     (N)    097 13 23.     (W)     SCALED    
 DN0590* NAVD 88     -       242.819  (meters)     796.65   (feet)  ADJUSTED  
 DN0590  ___________________________________________________________________
 DN0590  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0590  DYNAMIC HT  -         242.564 (meters)     795.81  (feet)  COMP
 DN0590  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 DN0590
 DN0590  VERT ORDER  -  SECOND    CLASS 0
 DN0590
 DN0590.The horizontal coordinates were scaled from a topographic map and have
 DN0590.an estimated accuracy of +/- 6 seconds.
 DN0590
 DN0590.The orthometric height was determined by differential leveling
 DN0590.and adjusted by the National Geodetic Survey in June 1991..
 DN0590
 DN0590.The geoid height was determined by GEOID03.
 DN0590
 DN0590.The dynamic height is computed by dividing the NAVD 88
 DN0590.geopotential number by the normal gravity value computed on the
 DN0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0590.degrees latitude (g = 980.6199 gals.).
 DN0590
 DN0590.The modeled gravity was interpolated from observed gravity values.
 DN0590
 DN0590;                    North         East    Units  Estimated Accuracy
 DN0590;SPC TXNC     - 2,218,930.      718,460.      MT  (+/- 180 meters Scaled)
 DN0590
 DN0590                          SUPERSEDED SURVEY CONTROL
 DN0590
 DN0590  NGVD 29 (??/??/92)  242.775  (m)          796.50   (f) ADJ UNCH    2 0
 DN0590
 DN0590.Superseded values are not recommended for survey control.
 DN0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0590.See file dsdata.txt to determine how the superseded data were derived.
 DN0590
 DN0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC648230(NAD 83)
 DN0590_MARKER: P = PIPE CAP
 DN0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0590_SP_SET: SIDEWALK
 DN0590_STAMPING: GAINV 796
 DN0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0590
 DN0590  HISTORY     - Date     Condition        Report By
 DN0590  HISTORY     - UNK      MONUMENTED       USGS
 DN0590  HISTORY     - 1934     GOOD             NGS
 DN0590  HISTORY     - 1953     MARK NOT FOUND   ATT
 DN0590  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 DN0590
 DN0590                          STATION DESCRIPTION
 DN0590
 DN0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0590'IN LINDSAY.
 DN0590'AT LINDSAY, COOKE COUNTY, ABOUT 700 FEET NORTH OF THE
 DN0590'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, NEAR A WINDMILL, AND IN THE
 DN0590'TOP OF A SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 DN0590'STAMPED GAINV 796.  NOTE-- THE WINDMILL AND THE SIDEWALK EXIST NO
 DN0590'LONGER.
 DN0590
 DN0590                          STATION RECOVERY (1953)
 DN0590
 DN0590'RECOVERY NOTE BY AMERICAN T AND T CO 1953
 DN0590'MARK NOT FOUND.
 DN0590
 DN0590                          STATION RECOVERY (1995)
 DN0590
 DN0590'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1972 ***********************************************************************
 AY1972  DESIGNATION -  7A USE 1953
 AY1972  PID         -  AY1972
 AY1972  STATE/COUNTY-  TX/MEDINA
 AY1972  USGS QUAD   -  MEDINA LAKE (1982)
 AY1972
 AY1972                         *CURRENT SURVEY CONTROL
 AY1972  ___________________________________________________________________
 AY1972* NAD 83(1993)-  29 33 13.25671(N)    098 54 22.72304(W)     ADJUSTED  
 AY1972* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 AY1972  ___________________________________________________________________
 AY1972  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AY1972  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AY1972
 AY1972  HORZ ORDER  -  SECOND
 AY1972
 AY1972.The horizontal coordinates were established by classical geodetic methods
 AY1972.and adjusted by the National Geodetic Survey in February 1996..
 AY1972
 AY1972.The orthometric height was scaled from a topographic map.
 AY1972
 AY1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1972
 AY1972.The geoid height was determined by GEOID03.
 AY1972
 AY1972;                    North         East     Units Scale Factor Converg.
 AY1972;SPC TXSC     - 4,190,664.114   609,078.610   MT  0.99987051   +0 02 45.2
 AY1972;SPC TXSC     -13,748,870.51  1,998,285.41   sFT  0.99987051   +0 02 45.2
 AY1972;UTM  14      - 3,269,335.082   509,076.157   MT  0.99960102   +0 02 46.4
 AY1972
 AY1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1972!SPC TXSC     -   0.99994300  x   0.99987051  =   0.99981352
 AY1972!UTM  14      -   0.99994300  x   0.99960102  =   0.99954404
 AY1972
 AY1972                          SUPERSEDED SURVEY CONTROL
 AY1972
 AY1972  NAD 83(1986)-  29 33 13.26062(N)    098 54 22.70683(W) AD(       ) 2
 AY1972  NAD 27      -  29 33 12.44000(N)    098 54 21.60400(W) AD(       ) 2
 AY1972
 AY1972.Superseded values are not recommended for survey control.
 AY1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1972.See file dsdata.txt to determine how the superseded data were derived.
 AY1972
 AY1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT0907669335(NAD 83)
 AY1972_MARKER: DD = SURVEY DISK
 AY1972_SETTING: 0 = UNSPECIFIED SETTING
 AY1972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1972
 AY1972  HISTORY     - Date     Condition        Report By
 AY1972  HISTORY     - 1953     MONUMENTED       USE
 AY1972
 AY1972                          STATION DESCRIPTION
 AY1972
 AY1972'DESCRIBED BY US ENGINEERS 1953
 AY1972'SEE STATION MICO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8274 ***********************************************************************
 DF8274  PACS        -  This is a Primary Airport Control Station.
 DF8274  DESIGNATION -  7F9 A
 DF8274  PID         -  DF8274
 DF8274  STATE/COUNTY-  TX/COMANCHE
 DF8274  USGS QUAD   -  COMANCHE (1969)
 DF8274
 DF8274                         *CURRENT SURVEY CONTROL
 DF8274  ___________________________________________________________________
 DF8274* NAD 83(1993)-  31 55 13.50777(N)    098 36 00.48409(W)     ADJUSTED  
 DF8274* NAVD 88     -       421.73   (meters)    1383.6    (feet)  GPS OBS   
 DF8274  ___________________________________________________________________
 DF8274  X           -    -810,354.250 (meters)                     COMP
 DF8274  Y           -  -5,358,132.728 (meters)                     COMP
 DF8274  Z           -   3,353,153.481 (meters)                     COMP
 DF8274  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DF8274  ELLIP HEIGHT-         394.99  (meters)          (10/06/03) GPS OBS
 DF8274  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DF8274
 DF8274  HORZ ORDER  -  B
 DF8274  ELLP ORDER  -  THIRD     CLASS I
 DF8274
 DF8274.This mark is at Comanche County-City Airport  (7F9)
 DF8274
 DF8274.The horizontal coordinates were established by GPS observations
 DF8274.and adjusted by the National Geodetic Survey in October 2003..
 DF8274
 DF8274.The orthometric height was determined by GPS observations and a
 DF8274.high-resolution geoid model.
 DF8274
 DF8274.GPS derived orthometric heights for airport stations designated as
 DF8274.PACS or SACS are published to 2 decimal places.  This maintains
 DF8274.centimeter relative accuracy between the PACS and SACS.  It does
 DF8274.not indicate centimeter accuracy relative to other marks which are
 DF8274.part of the NAVD 88 network.
 DF8274
 DF8274.Photographs are available for this station.
 DF8274
 DF8274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8274
 DF8274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8274
 DF8274.The ellipsoidal height was determined by GPS observations
 DF8274.and is referenced to NAD 83.
 DF8274
 DF8274.The geoid height was determined by GEOID03.
 DF8274
 DF8274;                    North         East     Units Scale Factor Converg.
 DF8274;SPC TX C     - 3,251,129.492   863,911.741   MT  1.00001017   +0 53 33.7
 DF8274;SPC TX C     -10,666,414.01  2,834,350.44   sFT  1.00001017   +0 53 33.7
 DF8274;UTM  14      - 3,531,684.523   537,802.159   MT  0.99961762   +0 12 41.1
 DF8274
 DF8274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8274!SPC TX C     -   0.99993798  x   1.00001017  =   0.99994815
 DF8274!UTM  14      -   0.99993798  x   0.99961762  =   0.99955563
 DF8274
 DF8274:                Primary Azimuth Mark                     Grid Az
 DF8274:SPC TX C     -  7F9 C                                    175 11 37.1
 DF8274:UTM  14      -  7F9 C                                    175 52 29.7
 DF8274
 DF8274|---------------------------------------------------------------------|
 DF8274| PID    Reference Object                     Distance      Geod. Az  |
 DF8274|                                                           dddmmss.s |
 DF8274| DF8276 7F9 C                               APPROX. 0.6 KM 1760510.8 |
 DF8274|---------------------------------------------------------------------|
 DF8274
 DF8274                          SUPERSEDED SURVEY CONTROL
 DF8274
 DF8274.No superseded survey control is available for this station.
 DF8274
 DF8274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA3780231685(NAD 83)
 DF8274_MARKER: F = FLANGE-ENCASED ROD
 DF8274_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF8274_STAMPING: 7F9 A 2003
 DF8274_MARK LOGO: NGS   
 DF8274_PROJECTION: FLUSH
 DF8274_MAGNETIC: I = MARKER IS A STEEL ROD
 DF8274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8274+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 DF8274_ROD/PIPE-DEPTH: 7.2  meters
 DF8274_SLEEVE-DEPTH  : 0.9 meters
 DF8274
 DF8274  HISTORY     - Date     Condition        Report By
 DF8274  HISTORY     - 20030523 MONUMENTED       NGS
 DF8274
 DF8274                          STATION DESCRIPTION
 DF8274
 DF8274'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF8274'THE STATION IS LOCATED IN THE CITY OF COMANCHE ON THE COMANCHE COUNTY
 DF8274'AND CITY AIRPORT
 DF8274'ON THE NORTH SIDE OF THE WIND SOCK BETWEEN TWO CONCRETE CIRCLE
 DF8274'SEGMENTS.
 DF8274' 
 DF8274'OWNERSHIP--COMANCHE COUNTY AND CITY AIRPORT, 301 INDUSTRIAL DR,
 DF8274'COMANCHE TX, 76442.
 DF8274'915-356-2175,  JOAN GRIFFIN, AIRPORT MANAGER.
 DF8274' 
 DF8274'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 67 AND 377
 DF8274'AND TEXAS
 DF8274'HIGHWAYS 36 AND 16, GO 1.1 MILE NORTHERLY ALONG TEXAS HIGHWAY 16
 DF8274'(AUSTIN STREET) TO
 DF8274'INDUSTRIAL AVENUE, TURN RIGHT, NORTH, GO 0.2 MILE TO AIRPORT DRIVE,
 DF8274'TURN RIGHT, NORTH, GO
 DF8274'O.1 MILE TO THE AIRPORT OFFICE ON THE LEFT AND A TAXIWAY ON THE RIGHT,
 DF8274'TURN RIGHT EAST GO
 DF8274'100 METERS ON THE TAXI TO THE RUNWAY, TURN LEFT, NORTH, GO 0.4 MILE
 DF8274'ALONG THE RUNWAY TO
 DF8274'WIND SOCK AND STATION ON THE LEFT.  THE STATION  IS 77.0 METERS WEST
 DF8274'OF THE EDGE OF THE
 DF8274'RUNWAY, 15.3 M NORTH OF THE WINDSOCK, 2.0 M ABOVE THE LEVEL OF THE
 DF8274'RUNWAY, 0.3 M WEST OF
 DF8274'THE SOUTHWEST CORNER OF A CIRCLE SEGMENT.  NOTE--ACESS TO THE DATUM
 DF8274'POINT IS
 DF8274'THROUGH A 5-INCH LOGO CAP, SLEVE DEPTH DOES NOT MEET CLASS A
 DF8274'REQUIREMENTS, THIS IS THE
 DF8274'PRIMARY AIRPORT CONTROL STATION (PACS).                          .
 DF8274'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8275 ***********************************************************************
 DF8275  SACS        -  This is a Secondary Airport Control Station.
 DF8275  DESIGNATION -  7F9 B
 DF8275  PID         -  DF8275
 DF8275  STATE/COUNTY-  TX/COMANCHE
 DF8275  USGS QUAD   -  COMANCHE (1969)
 DF8275
 DF8275                         *CURRENT SURVEY CONTROL
 DF8275  ___________________________________________________________________
 DF8275* NAD 83(1993)-  31 55 35.43453(N)    098 35 55.59397(W)     ADJUSTED  
 DF8275* NAVD 88     -       421.99   (meters)    1384.5    (feet)  GPS OBS   
 DF8275  ___________________________________________________________________
 DF8275  X           -    -810,173.849 (meters)                     COMP
 DF8275  Y           -  -5,357,798.993 (meters)                     COMP
 DF8275  Z           -   3,353,726.868 (meters)                     COMP
 DF8275  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DF8275  ELLIP HEIGHT-         395.22  (meters)          (10/06/03) GPS OBS
 DF8275  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DF8275
 DF8275  HORZ ORDER  -  FIRST
 DF8275  ELLP ORDER  -  FOURTH    CLASS II
 DF8275
 DF8275.This mark is at Comanche County-City Airport  (7F9)
 DF8275
 DF8275.The horizontal coordinates were established by GPS observations
 DF8275.and adjusted by the National Geodetic Survey in October 2003..
 DF8275
 DF8275.The orthometric height was determined by GPS observations and a
 DF8275.high-resolution geoid model.
 DF8275
 DF8275.GPS derived orthometric heights for airport stations designated as
 DF8275.PACS or SACS are published to 2 decimal places.  This maintains
 DF8275.centimeter relative accuracy between the PACS and SACS.  It does
 DF8275.not indicate centimeter accuracy relative to other marks which are
 DF8275.part of the NAVD 88 network.
 DF8275
 DF8275.Photographs are available for this station.
 DF8275
 DF8275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8275
 DF8275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8275
 DF8275.The ellipsoidal height was determined by GPS observations
 DF8275.and is referenced to NAD 83.
 DF8275
 DF8275.The geoid height was determined by GEOID03.
 DF8275
 DF8275;                    North         East     Units Scale Factor Converg.
 DF8275;SPC TX C     - 3,251,806.797   864,029.663   MT  1.00001188   +0 53 36.2
 DF8275;SPC TX C     -10,668,636.13  2,834,737.32   sFT  1.00001188   +0 53 36.2
 DF8275;UTM  14      - 3,532,360.112   537,928.076   MT  0.99961774   +0 12 43.9
 DF8275
 DF8275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8275!SPC TX C     -   0.99993795  x   1.00001188  =   0.99994983
 DF8275!UTM  14      -   0.99993795  x   0.99961774  =   0.99955571
 DF8275
 DF8275                          SUPERSEDED SURVEY CONTROL
 DF8275
 DF8275.No superseded survey control is available for this station.
 DF8275
 DF8275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA3792832360(NAD 83)
 DF8275_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8275_STAMPING: 7F9 B 2003
 DF8275_MARK LOGO: NGS   
 DF8275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8275+STABILITY: SURFACE MOTION
 DF8275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8275+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 DF8275
 DF8275  HISTORY     - Date     Condition        Report By
 DF8275  HISTORY     - 20030523 MONUMENTED       NGS
 DF8275
 DF8275                          STATION DESCRIPTION
 DF8275
 DF8275'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF8275'THE STATION IS LOCATED IN THE CITY OF COMANCHE ON THE COMANCHE COUNTY
 DF8275'AND CITY AIRPORT
 DF8275'AT THE NORTH END OF THE AIRPORT, EAST OF AND IN LINE WITH THE RUNWAY
 DF8275'END LIGHTS.
 DF8275' 
 DF8275'OWNERSHIP--COMANCHE COUNTY AND CITY AIRPORT, 301 INDUSTRIAL DR,
 DF8275'COMANCHE TX, 76442.
 DF8275'915-356-2175,  JOAN GRIFFIN, AIRPORT MANAGER.
 DF8275' 
 DF8275'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 67 AND 377
 DF8275'AND TEXAS
 DF8275'HIGHWAYS 36 AND 16, GO 1.1 MILE NORTHERLY ALONG TEXAS HIGHWAY 16
 DF8275'(AUSTIN STREET) TO
 DF8275'INDUSTRIAL AVENUE, TURN RIGHT, NORTH, GO 0.2 MILE TO AIRPORT DRIVE,
 DF8275'TURN RIGHT, NORTH, GO
 DF8275'O.1 MILE TO THE AIRPORT OFFICE ON THE LEFT AND A TAXIWAY ON THE RIGHT,
 DF8275'TURN RIGHT EAST GO
 DF8275'100 METERS ON THE TAXI TO THE RUNWAY, TURN LEFT, NORTH, GO 0.9 MILE TO
 DF8275'THE RUNWAY END
 DF8275'AND THE STATION ON THE RIGHT.  THE STATION IS 45.0 M EAST OF THE
 DF8275'RUNWAY EDGE42.1 M EAST OF
 DF8275'THE EAST RUNWAY END LIGHT, 4.0 M EAST OF A GAS LINE WARNING SIGN, AND
 DF8275'1.0 M ABOVE THE
 DF8275'LEVEL OF THE RUNWAY.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL
 DF8275'STATION (SACS).
 DF8275'     .
 DF8275'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8276 ***********************************************************************
 DF8276  SACS        -  This is a Secondary Airport Control Station.
 DF8276  DESIGNATION -  7F9 C
 DF8276  PID         -  DF8276
 DF8276  STATE/COUNTY-  TX/COMANCHE
 DF8276  USGS QUAD   -  COMANCHE (1969)
 DF8276
 DF8276                         *CURRENT SURVEY CONTROL
 DF8276  ___________________________________________________________________
 DF8276* NAD 83(1993)-  31 54 55.66635(N)    098 35 59.05308(W)     ADJUSTED  
 DF8276* NAVD 88     -       418.98   (meters)    1374.6    (feet)  GPS OBS   
 DF8276  ___________________________________________________________________
 DF8276  X           -    -810,360.177 (meters)                     COMP
 DF8276  Y           -  -5,358,423.347 (meters)                     COMP
 DF8276  Z           -   3,352,685.548 (meters)                     COMP
 DF8276  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DF8276  ELLIP HEIGHT-         392.25  (meters)          (10/06/03) GPS OBS
 DF8276  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DF8276
 DF8276  HORZ ORDER  -  FIRST
 DF8276  ELLP ORDER  -  FOURTH    CLASS II
 DF8276
 DF8276.This mark is at Comanche County-City Airport  (7F9)
 DF8276
 DF8276.The horizontal coordinates were established by GPS observations
 DF8276.and adjusted by the National Geodetic Survey in October 2003..
 DF8276
 DF8276.The orthometric height was determined by GPS observations and a
 DF8276.high-resolution geoid model.
 DF8276
 DF8276.GPS derived orthometric heights for airport stations designated as
 DF8276.PACS or SACS are published to 2 decimal places.  This maintains
 DF8276.centimeter relative accuracy between the PACS and SACS.  It does
 DF8276.not indicate centimeter accuracy relative to other marks which are
 DF8276.part of the NAVD 88 network.
 DF8276
 DF8276.Photographs are available for this station.
 DF8276
 DF8276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8276
 DF8276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8276
 DF8276.The ellipsoidal height was determined by GPS observations
 DF8276.and is referenced to NAD 83.
 DF8276
 DF8276.The geoid height was determined by GEOID03.
 DF8276
 DF8276;                    North         East     Units Scale Factor Converg.
 DF8276;SPC TX C     - 3,250,580.597   863,957.894   MT  1.00000879   +0 53 34.5
 DF8276;SPC TX C     -10,664,613.18  2,834,501.86   sFT  1.00000879   +0 53 34.5
 DF8276;UTM  14      - 3,531,135.333   537,841.767   MT  0.99961766   +0 12 41.8
 DF8276
 DF8276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8276!SPC TX C     -   0.99993841  x   1.00000879  =   0.99994720
 DF8276!UTM  14      -   0.99993841  x   0.99961766  =   0.99955610
 DF8276
 DF8276:                Primary Azimuth Mark                     Grid Az
 DF8276:SPC TX C     -  7F9 A                                    355 11 37.1
 DF8276:UTM  14      -  7F9 A                                    355 52 29.8
 DF8276
 DF8276|---------------------------------------------------------------------|
 DF8276| PID    Reference Object                     Distance      Geod. Az  |
 DF8276|                                                           dddmmss.s |
 DF8276| DF8274 7F9 A                               APPROX. 0.6 KM 3560511.6 |
 DF8276|---------------------------------------------------------------------|
 DF8276
 DF8276                          SUPERSEDED SURVEY CONTROL
 DF8276
 DF8276.No superseded survey control is available for this station.
 DF8276
 DF8276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA3784231135(NAD 83)
 DF8276_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8276_STAMPING: 7F9 C 2003
 DF8276_MARK LOGO: NGS   
 DF8276_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8276+STABILITY: SURFACE MOTION
 DF8276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8276+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 DF8276
 DF8276  HISTORY     - Date     Condition        Report By
 DF8276  HISTORY     - 20030523 MONUMENTED       NGS
 DF8276
 DF8276                          STATION DESCRIPTION
 DF8276
 DF8276'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF8276'THE STATION IS LOCATED IN THE CITY OF COMANCHE ON THE COMANCHE COUNTY
 DF8276'AND CITY AIRPORT
 DF8276'AT THE NORTH END OF THE AIRPORT, EAST OF AND IN LINE WITH THE RUNWAY
 DF8276'END LIGHTS.
 DF8276' 
 DF8276'OWNERSHIP--COMANCHE COUNTY AND CITY AIRPORT, 301 INDUSTRIAL DR,
 DF8276'COMANCHE TX, 76442.
 DF8276'915-356-2175,  JOAN GRIFFIN, AIRPORT MANAGER.
 DF8276' 
 DF8276'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 67 AND 377
 DF8276'AND TEXAS
 DF8276'HIGHWAYS 36 AND 16, GO 1.1 MILE NORTHERLY ALONG TEXAS HIGHWAY 16
 DF8276'(AUSTIN STREET) TO
 DF8276'INDUSTRIAL AVENUE, TURN RIGHT, NORTH, GO 0.2 MILE TO AIRPORT DRIVE,
 DF8276'TURN RIGHT, NORTH, GO
 DF8276'O.1 MILE TO THE AIRPORT OFFICE ON THE LEFT AND A TAXIWAY ON THE RIGHT,
 DF8276'CONTINUE AHEAD 0.1
 DF8276'MILE ACROSS THE HANGER APRON TO THE STATION ON HIGH GROUND IN LINE
 DF8276'WITH THE PAPI
 DF8276'LIGHTS.  THE STATION IS 51.2 M WEST OF THE RUNWAY EDGE, 45.3 M NORTH
 DF8276'OF THE NORTHEAST
 DF8276'CORNER OF THE HANGER APRON IN LINE WITH ITS EAST EDGE, 14.8 M WEST OF
 DF8276'A PAPI ELECTRIC
 DF8276'JUNCTION BOX, 1.0 M ABOVE THE LEVEL OF THE APRON.  NOTE--THIS IS A
 DF8276'SECONDARY AIRPORT
 DF8276'CONTROL STATION (SACS).
 DF8276'     .
 DF8276'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0236 ***********************************************************************
 CB0236  DESIGNATION -  8
 CB0236  PID         -  CB0236
 CB0236  STATE/COUNTY-  TX/COKE
 CB0236  USGS QUAD   -  EDITH (1987)
 CB0236
 CB0236                         *CURRENT SURVEY CONTROL
 CB0236  ___________________________________________________________________
 CB0236* NAD 83(1986)-  31 53 44.     (N)    100 36 14.     (W)     SCALED    
 CB0236* NAVD 88     -       616.939  (meters)    2024.07   (feet)  ADJUSTED  
 CB0236  ___________________________________________________________________
 CB0236  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 CB0236  DYNAMIC HT  -         616.115 (meters)    2021.37  (feet)  COMP
 CB0236  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 CB0236
 CB0236  VERT ORDER  -  SECOND    CLASS 0
 CB0236
 CB0236.The horizontal coordinates were scaled from a topographic map and have
 CB0236.an estimated accuracy of +/- 6 seconds.
 CB0236
 CB0236.The orthometric height was determined by differential leveling
 CB0236.and adjusted by the National Geodetic Survey in June 1991..
 CB0236
 CB0236.The geoid height was determined by GEOID03.
 CB0236
 CB0236.The dynamic height is computed by dividing the NAVD 88
 CB0236.geopotential number by the normal gravity value computed on the
 CB0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0236.degrees latitude (g = 980.6199 gals.).
 CB0236
 CB0236.The modeled gravity was interpolated from observed gravity values.
 CB0236
 CB0236;                    North         East    Units  Estimated Accuracy
 CB0236;SPC TX C     - 3,247,130.      674,410.      MT  (+/- 180 meters Scaled)
 CB0236
 CB0236                          SUPERSEDED SURVEY CONTROL
 CB0236
 CB0236  NGVD 29 (??/??/92)  616.738  (m)         2023.41   (f) ADJ UNCH    2 0
 CB0236
 CB0236.Superseded values are not recommended for survey control.
 CB0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0236.See file dsdata.txt to determine how the superseded data were derived.
 CB0236
 CB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA483299(NAD 83)
 CB0236_MARKER: DD = SURVEY DISK
 CB0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0236_STAMPING: 8 1934
 CB0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0236+STABILITY: SURFACE MOTION
 CB0236
 CB0236  HISTORY     - Date     Condition        Report By
 CB0236  HISTORY     - 1934     MONUMENTED       TXGS
 CB0236  HISTORY     - 1961     GOOD             NGS
 CB0236
 CB0236                          STATION DESCRIPTION
 CB0236
 CB0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CB0236'8.6 MI W FROM ROBERT LEE.
 CB0236'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0236'ROBERT LEE, THENCE 7.7 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0236'ROAD 387, THENCE 0.65 MILE SOUTHEAST ALONG A GRADED DIRT ROAD, ABOUT
 CB0236'0.6 MILE SOUTH OF THE EDITH CEMETERY, ABOUT 0.15 MILE WEST OF A POWER
 CB0236'LINE CROSSING A DIRT ROAD, ON THE CREST OF A SMALL HILL, 35 FEET NORTH
 CB0236'OF THE CENTER LINE OF THE DIRT ROAD, 5 FEET NORTH OF A FENCE, 5.7 FEET
 CB0236'NORTH OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 CB0236'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CB0236'NOTE-- THIS MARK WAS STAMPED 8 1934 BY PARTY 616 IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0653 ***********************************************************************
 FL0653  DESIGNATION -  8
 FL0653  PID         -  FL0653
 FL0653  STATE/COUNTY-  TX/GRAY
 FL0653  USGS QUAD   -  HOOVER (1967)
 FL0653
 FL0653                         *CURRENT SURVEY CONTROL
 FL0653  ___________________________________________________________________
 FL0653* NAD 83(1986)-  35 32 57.     (N)    100 49 10.     (W)     SCALED    
 FL0653* NAVD 88     -       962.795  (meters)    3158.77   (feet)  ADJUSTED  
 FL0653  ___________________________________________________________________
 FL0653  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0653  DYNAMIC HT  -         961.739 (meters)    3155.31  (feet)  COMP
 FL0653  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 FL0653
 FL0653  VERT ORDER  -  SECOND    CLASS 0
 FL0653
 FL0653.The horizontal coordinates were scaled from a topographic map and have
 FL0653.an estimated accuracy of +/- 6 seconds.
 FL0653
 FL0653.The orthometric height was determined by differential leveling
 FL0653.and adjusted by the National Geodetic Survey in June 1991..
 FL0653
 FL0653.The geoid height was determined by GEOID03.
 FL0653
 FL0653.The dynamic height is computed by dividing the NAVD 88
 FL0653.geopotential number by the normal gravity value computed on the
 FL0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0653.degrees latitude (g = 980.6199 gals.).
 FL0653
 FL0653.The modeled gravity was interpolated from observed gravity values.
 FL0653
 FL0653;                    North         East    Units  Estimated Accuracy
 FL0653;SPC TX N     - 1,172,070.      261,700.      MT  (+/- 180 meters Scaled)
 FL0653
 FL0653                          SUPERSEDED SURVEY CONTROL
 FL0653
 FL0653  NGVD 29 (??/??/92)  962.391  (m)         3157.44   (f) ADJ UNCH    2 0
 FL0653
 FL0653.Superseded values are not recommended for survey control.
 FL0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0653.See file dsdata.txt to determine how the superseded data were derived.
 FL0653
 FL0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE350354(NAD 83)
 FL0653_MARKER: B = BOLT
 FL0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0653+STABILITY: SURFACE MOTION
 FL0653
 FL0653  HISTORY     - Date     Condition        Report By
 FL0653  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0653  HISTORY     - 1935     GOOD             NGS
 FL0653
 FL0653                          STATION DESCRIPTION
 FL0653
 FL0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0653'8.0 MI E FROM PAMPA.
 FL0653'8.0 MILES EAST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND
 FL0653'S.F. RAILROAD BETWEEN PAMPA AND LAKETON, AT MILE POST NO. 8.  103.7
 FL0653'FEET SOUTHEAST OF MILE POST 8, 42.6 FEET SOUTH OF SOUTH RAIL, AND 1.0
 FL0653'FEET NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1140 ***********************************************************************
 FL1140  DESIGNATION -  8
 FL1140  PID         -  FL1140
 FL1140  STATE/COUNTY-  TX/POTTER
 FL1140  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1140
 FL1140                         *CURRENT SURVEY CONTROL
 FL1140  ___________________________________________________________________
 FL1140* NAD 83(1986)-  35 18 45.     (N)    101 48 38.     (W)     SCALED    
 FL1140* NAVD 88     -      1031.071  (meters)    3382.77   (feet)  ADJUSTED  
 FL1140  ___________________________________________________________________
 FL1140  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL1140  DYNAMIC HT  -        1029.855 (meters)    3378.78  (feet)  COMP
 FL1140  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 FL1140
 FL1140  VERT ORDER  -  SECOND    CLASS 0
 FL1140
 FL1140.The horizontal coordinates were scaled from a topographic map and have
 FL1140.an estimated accuracy of +/- 6 seconds.
 FL1140
 FL1140.The orthometric height was determined by differential leveling
 FL1140.and adjusted by the National Geodetic Survey in June 1991..
 FL1140
 FL1140.The geoid height was determined by GEOID03.
 FL1140
 FL1140.The dynamic height is computed by dividing the NAVD 88
 FL1140.geopotential number by the normal gravity value computed on the
 FL1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1140.degrees latitude (g = 980.6199 gals.).
 FL1140
 FL1140.The modeled gravity was interpolated from observed gravity values.
 FL1140
 FL1140;                    North         East    Units  Estimated Accuracy
 FL1140;SPC TX N     - 1,145,650.      171,760.      MT  (+/- 180 meters Scaled)
 FL1140
 FL1140                          SUPERSEDED SURVEY CONTROL
 FL1140
 FL1140  NGVD 29 (??/??/92) 1030.570  (m)         3381.13   (f) ADJ UNCH    2 0
 FL1140
 FL1140.Superseded values are not recommended for survey control.
 FL1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1140.See file dsdata.txt to determine how the superseded data were derived.
 FL1140
 FL1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE444113(NAD 83)
 FL1140_MARKER: B = BOLT
 FL1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1140+STABILITY: SURFACE MOTION
 FL1140
 FL1140  HISTORY     - Date     Condition        Report By
 FL1140  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1140  HISTORY     - 1934     GOOD             NGS
 FL1140
 FL1140                          STATION DESCRIPTION
 FL1140
 FL1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1140'9.3 MI N FROM AMARILLO.
 FL1140'9.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1140'AMARILLO, POTTER COUNTY, OPPOSITE MILE POST 8, 98 FEET EAST OF THE
 FL1140'CENTER LINE OF THE TRACK AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE. AN
 FL1140'IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1254 ***********************************************************************
 AH1254  DESIGNATION -  8
 AH1254  PID         -  AH1254
 AH1254  STATE/COUNTY-  TX/NUECES
 AH1254  USGS QUAD   -  OSO CREEK NE (1975)
 AH1254
 AH1254                         *CURRENT SURVEY CONTROL
 AH1254  ___________________________________________________________________
 AH1254* NAD 83(1993)-  27 40 14.65542(N)    097 16 13.94264(W)     ADJUSTED  
 AH1254* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1254  ___________________________________________________________________
 AH1254  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AH1254  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AH1254
 AH1254  HORZ ORDER  -  SECOND
 AH1254
 AH1254.The horizontal coordinates were established by classical geodetic methods
 AH1254.and adjusted by the National Geodetic Survey in February 1996..
 AH1254
 AH1254.The orthometric height was scaled from a topographic map.
 AH1254
 AH1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1254
 AH1254.The geoid height was determined by GEOID03.
 AH1254
 AH1254;                    North         East     Units Scale Factor Converg.
 AH1254;SPC TX S     - 5,222,630.251   421,291.186   MT  0.99996287   +0 33 29.5
 AH1254;SPC TX S     -17,134,579.42  1,382,186.17   sFT  0.99996287   +0 33 29.5
 AH1254;UTM  14      - 3,061,924.906   670,573.807   MT  0.99995914   +0 48 12.0
 AH1254
 AH1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1254!SPC TX S     -   1.00000380  x   0.99996287  =   0.99996667
 AH1254!UTM  14      -   1.00000380  x   0.99995914  =   0.99996294
 AH1254
 AH1254                          SUPERSEDED SURVEY CONTROL
 AH1254
 AH1254  NAD 83(1986)-  27 40 14.66478(N)    097 16 13.91728(W) AD(       ) 2
 AH1254  NAD 27      -  27 40 13.54100(N)    097 16 12.95400(W) AD(       ) 2
 AH1254
 AH1254.Superseded values are not recommended for survey control.
 AH1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1254.See file dsdata.txt to determine how the superseded data were derived.
 AH1254
 AH1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7057461925(NAD 83)
 AH1254_MARKER: DD = SURVEY DISK
 AH1254_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1254
 AH1254  HISTORY     - Date     Condition        Report By
 AH1254  HISTORY     - 1939     MONUMENTED       USE
 AH1254  HISTORY     - 1949     GOOD             CGS
 AH1254  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1254
 AH1254                          STATION DESCRIPTION
 AH1254
 AH1254'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AH1254'STATION IS LOCATED ABOUT 11-1/2 MILES SE OF CORPUS CHRISTI,
 AH1254'ABOUT 5-1/2 MILES NW OF CORPUS CHRISTI PASS, ABOUT 2-1/4 MILES
 AH1254'S OF FLOUR BLUFF POINT, AT THE N END OF LAGUNA MADRE ON MAINLAND
 AH1254'W OF LAGUNA MADRE, ABOUT 150 FEET W OF THE W SHORE, ABOUT 40
 AH1254'FEET S OF A FENCE ALONG THE N SIDE OF A ROW OF THICK BRUSH,
 AH1254'AND ABOUT 20 FEET S OF BRUSH.  IT IS 202.180 METERS NE OF
 AH1254'STATION LAGUNA MADRE, NORTH BASE.
 AH1254'
 AH1254'STATION IS MARKED BY A U.S.E.D., GALVESTON OFFICE, STANDARD
 AH1254'DISK, STAMPED 8 AND SET IN THE TOP OF AN IRREGULAR MASS OF
 AH1254'CONCRETE WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE.
 AH1254'(TRAVERSE)
 AH1254
 AH1254                          STATION RECOVERY (1949)
 AH1254
 AH1254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1254'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AH1254'IS ADEQUATE EXCEPT FOR THE FOLLOWING--
 AH1254'
 AH1254'THE MARK IS NOW FLUSH WITH THE GROUND AND IS ALONGSIDE A WHITE
 AH1254'WITNESS STAKE.  DISTANCE TO THE MHWL OF LAGUNA MADRE IS NOW 149
 AH1254'METERS.
 AH1254
 AH1254                          STATION RECOVERY (2001)
 AH1254
 AH1254'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0949 ***********************************************************************
 BZ0949  DESIGNATION -  8 1/2 USE
 BZ0949  PID         -  BZ0949
 BZ0949  STATE/COUNTY-  TX/BELL
 BZ0949  USGS QUAD   -  FORT HOOD (1995)
 BZ0949
 BZ0949                         *CURRENT SURVEY CONTROL
 BZ0949  ___________________________________________________________________
 BZ0949* NAD 83(1986)-  31 08 42.     (N)    097 46 54.     (W)     SCALED    
 BZ0949* NAVD 88     -       291.744  (meters)     957.16   (feet)  ADJUSTED  
 BZ0949  ___________________________________________________________________
 BZ0949  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BZ0949  DYNAMIC HT  -         291.354 (meters)     955.88  (feet)  COMP
 BZ0949  MODELED GRAV-     979,297.1   (mgal)                       NAVD 88
 BZ0949
 BZ0949  VERT ORDER  -  FIRST     CLASS II
 BZ0949
 BZ0949.The horizontal coordinates were scaled from a topographic map and have
 BZ0949.an estimated accuracy of +/- 6 seconds.
 BZ0949
 BZ0949.The orthometric height was determined by differential leveling
 BZ0949.and adjusted by the National Geodetic Survey in June 1991..
 BZ0949
 BZ0949.The geoid height was determined by GEOID03.
 BZ0949
 BZ0949.The dynamic height is computed by dividing the NAVD 88
 BZ0949.geopotential number by the normal gravity value computed on the
 BZ0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0949.degrees latitude (g = 980.6199 gals.).
 BZ0949
 BZ0949.The modeled gravity was interpolated from observed gravity values.
 BZ0949
 BZ0949;                    North         East    Units  Estimated Accuracy
 BZ0949;SPC TX C     - 3,166,670.      943,280.      MT  (+/- 180 meters Scaled)
 BZ0949
 BZ0949                          SUPERSEDED SURVEY CONTROL
 BZ0949
 BZ0949  NGVD 29 (??/??/92)  291.661  (m)          956.89   (f) ADJ UNCH    1 2
 BZ0949
 BZ0949.Superseded values are not recommended for survey control.
 BZ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0949.See file dsdata.txt to determine how the superseded data were derived.
 BZ0949
 BZ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV161463(NAD 83)
 BZ0949_MARKER: DD = SURVEY DISK
 BZ0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0949+STABILITY: SURFACE MOTION
 BZ0949
 BZ0949  HISTORY     - Date     Condition        Report By
 BZ0949  HISTORY     - UNK      MONUMENTED       DOD
 BZ0949  HISTORY     - 1957     GOOD             DOD
 BZ0949  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0949
 BZ0949                          STATION DESCRIPTION
 BZ0949
 BZ0949'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0949'5.6 MI NW FROM KILLEEN.
 BZ0949'5.6 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 3.6 MILES WEST ALONG THE
 BZ0949'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.2 MILE NORTH
 BZ0949'ALONG TWO HUNDRED AND SEVENTY-NINTH STREET, 0.2 MILE EAST ALONG SPUR
 BZ0949'DRIVE, 0.2 MILE NORTH ALONG TWO HUNDRED AND SEVENTY-SEVENTH STREET,
 BZ0949'0.2 MILE EAST ALONG WAREHOUSE AVENUE, 1.0 MILE NORTH ALONG TWO HUNDRED
 BZ0949'AND SEVENTY-SECOND, ONE HUNDRED AND SEVENTY-SECOND AND SEVENTY-SECOND
 BZ0949'STREETS, 0.2 MILE EAST ALONG CENTRAL AVENUE, ON THE FORT HOOD MILITARY
 BZ0949'RESERVATION, 40 FEET NORTH OF THE CENTERLINE OF CENTRAL AVENUE, 55.8
 BZ0949'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF VOLLEY-BALL COURT 14, 5 FEET
 BZ0949'SOUTHEAST OF THE SOUTHEAST CORNER OF VOLLEY-BALL COURT 15, AND SET IN
 BZ0949'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 BZ0949
 BZ0949                          STATION RECOVERY (2001)
 BZ0949
 BZ0949'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0123 ***********************************************************************
 CC0123  DESIGNATION -  8 ARD USGS
 CC0123  PID         -  CC0123
 CC0123  STATE/COUNTY-  TX/MIDLAND
 CC0123  USGS QUAD   -  BENGE CORNER (1968)
 CC0123
 CC0123                         *CURRENT SURVEY CONTROL
 CC0123  ___________________________________________________________________
 CC0123* NAD 83(1986)-  31 42 50.     (N)    102 00 33.     (W)     SCALED    
 CC0123* NAVD 88     -       831.475  (meters)    2727.93   (feet)  ADJUSTED  
 CC0123  ___________________________________________________________________
 CC0123  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CC0123  DYNAMIC HT  -         830.293 (meters)    2724.05  (feet)  COMP
 CC0123  MODELED GRAV-     979,190.8   (mgal)                       NAVD 88
 CC0123
 CC0123  VERT ORDER  -  SECOND    CLASS 0
 CC0123
 CC0123.The horizontal coordinates were scaled from a topographic map and have
 CC0123.an estimated accuracy of +/- 6 seconds.
 CC0123
 CC0123.The orthometric height was determined by differential leveling
 CC0123.and adjusted by the National Geodetic Survey in June 1991..
 CC0123
 CC0123.The geoid height was determined by GEOID03.
 CC0123
 CC0123.The dynamic height is computed by dividing the NAVD 88
 CC0123.geopotential number by the normal gravity value computed on the
 CC0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0123.degrees latitude (g = 980.6199 gals.).
 CC0123
 CC0123.The modeled gravity was interpolated from observed gravity values.
 CC0123
 CC0123;                    North         East    Units  Estimated Accuracy
 CC0123;SPC TX C     - 3,228,150.      541,170.      MT  (+/- 180 meters Scaled)
 CC0123
 CC0123                          SUPERSEDED SURVEY CONTROL
 CC0123
 CC0123  NGVD 29 (??/??/92)  831.127  (m)         2726.79   (f) ADJ UNCH    2 0
 CC0123
 CC0123.Superseded values are not recommended for survey control.
 CC0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0123.See file dsdata.txt to determine how the superseded data were derived.
 CC0123
 CC0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR834126(NAD 83)
 CC0123_MARKER: DD = SURVEY DISK
 CC0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0123_STAMPING: 8 ARD 1964
 CC0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0123+STABILITY: SURFACE MOTION
 CC0123
 CC0123  HISTORY     - Date     Condition        Report By
 CC0123  HISTORY     - 1964     MONUMENTED       USGS
 CC0123  HISTORY     - 1967     GOOD             NGS
 CC0123  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CC0123
 CC0123                          STATION DESCRIPTION
 CC0123
 CC0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0123'19.75 MI S FROM MIDLAND.
 CC0123'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0123'THE STATION AT MIDLAND, THENCE 19.6 MILES SOUTH ALONG STATE HIGHWAY
 CC0123'349, 59 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 84 FEET SOUTH OF
 CC0123'THE EXTENDED CENTER LINE OF FARM ROAD NUMBER 1787, 40 FEET SOUTH OF A
 CC0123'TELEPHONE POLE, 1 1/2 FEET WEST OF A FENCE, 2.3 FEET NORTHEAST OF A
 CC0123'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, A
 CC0123'US GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CC0123'PROJECTS 6 INCHES.
 CC0123
 CC0123                          STATION RECOVERY (2001)
 CC0123
 CC0123'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1245 ***********************************************************************
 AB1245  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1245  DESIGNATION -  8 C CO
 AB1245  PID         -  AB1245
 AB1245  STATE/COUNTY-  TX/CAMERON
 AB1245  USGS QUAD   -  PORT ISABEL (1983)
 AB1245
 AB1245                         *CURRENT SURVEY CONTROL
 AB1245  ___________________________________________________________________
 AB1245* NAD 83(1986)-  26 04 41.     (N)    097 10 14.     (W)     SCALED    
 AB1245* NAVD 88     -         2.200  (meters)       7.22   (feet)  ADJUSTED  
 AB1245  ___________________________________________________________________
 AB1245  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB1245  DYNAMIC HT  -           2.196 (meters)       7.20  (feet)  COMP
 AB1245  MODELED GRAV-     979,069.3   (mgal)                       NAVD 88
 AB1245
 AB1245  VERT ORDER  -  FIRST     CLASS II
 AB1245
 AB1245.The horizontal coordinates were scaled from a topographic map and have
 AB1245.an estimated accuracy of +/- 6 seconds.
 AB1245
 AB1245.The orthometric height was determined by differential leveling
 AB1245.and adjusted by the National Geodetic Survey in June 1991..
 AB1245
 AB1245.This Tidal Bench Mark is designated as VM 7917
 AB1245.by the Center for Operational Oceanographic Products and Services.
 AB1245
 AB1245.The geoid height was determined by GEOID03.
 AB1245
 AB1245.The dynamic height is computed by dividing the NAVD 88
 AB1245.geopotential number by the normal gravity value computed on the
 AB1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1245.degrees latitude (g = 980.6199 gals.).
 AB1245
 AB1245.The modeled gravity was interpolated from observed gravity values.
 AB1245
 AB1245;                    North         East    Units  Estimated Accuracy
 AB1245;SPC TX S     - 5,046,280.      433,010.      MT  (+/- 180 meters Scaled)
 AB1245
 AB1245                          SUPERSEDED SURVEY CONTROL
 AB1245
 AB1245.No superseded survey control is available for this station.
 AB1245
 AB1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP829856(NAD 83)
 AB1245_MARKER: DD = SURVEY DISK
 AB1245_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB1245_SP_SET: LARGE BRIDGE
 AB1245_STAMPING: 8
 AB1245_MARK LOGO: LOCSUR
 AB1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1245+STABILITY: SURFACE MOTION
 AB1245
 AB1245  HISTORY     - Date     Condition        Report By
 AB1245  HISTORY     - UNK      MONUMENTED       LOCSUR
 AB1245  HISTORY     - 1982     GOOD             NGS
 AB1245  HISTORY     - 1987     GOOD             USPSQD
 AB1245  HISTORY     - 20060101 MARK NOT FOUND   USPSQD
 AB1245
 AB1245                          STATION DESCRIPTION
 AB1245
 AB1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1245'1.2 KM (0.75 MI) SW FROM PADRE ISLAND.
 AB1245'0.6 KM (0.4 MI) SOUTHEAST ALONG STATE PARK ROAD 100 SOUTH FROM THE
 AB1245'JUNCTION OF STATE PARK ROAD 100 NORTH AND 100 WEST ON SOUTH PADRE
 AB1245'ISLAND, THENCE 0.4 KM (0.35 MI) WEST ALONG OLD STATE HIGHWAY 100, AT
 AB1245'THE EAST END OF THE OLD BRIDGE OVER QUEEN ISABEL CAUSEWAY, SET IN THE
 AB1245'TOP OF THE BASE OF THE CONCRETE RAILING, 3.9 METERS (13.0 FT) NORTH OF
 AB1245'THE CENTERLINE OF THE ROAD, 10.3 METERS (35.5 FT) NORTHEAST OF THE
 AB1245'NORTHEAST CORNER OF THE STATE FISHING PIER BUILDING, AND 0.7 METER
 AB1245'(2.5 FT) WEST OF THE EAST END OF THE CONCRETE RAIL.
 AB1245'THE MARK IS 0.18 M ABOVE ROAD.
 AB1245
 AB1245                          STATION RECOVERY (1987)
 AB1245
 AB1245'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB1245'RECOVERED IN GOOD CONDITION.
 AB1245
 AB1245                          STATION RECOVERY (2006)
 AB1245
 AB1245'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AB1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0387 ***********************************************************************
 AX0387  DESIGNATION -  8 D 84.2
 AX0387  PID         -  AX0387
 AX0387  STATE/COUNTY-  TX/WHARTON
 AX0387  USGS QUAD   -  WHARTON (1980)
 AX0387
 AX0387                         *CURRENT SURVEY CONTROL
 AX0387  ___________________________________________________________________
 AX0387* NAD 83(1986)-  29 16 25.     (N)    096 03 41.     (W)     SCALED    
 AX0387* NAVD 88     -        28.77   (+/-2cm)      94.4    (feet)  VERTCON   
 AX0387  ___________________________________________________________________
 AX0387  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0387
 AX0387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0387
 AX0387.The horizontal coordinates were scaled from a topographic map and have
 AX0387.an estimated accuracy of +/- 6 seconds.
 AX0387
 AX0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0387.The vertical order pertains to the NGVD 29 superseded value.
 AX0387
 AX0387.The geoid height was determined by GEOID03.
 AX0387
 AX0387;                    North         East    Units  Estimated Accuracy
 AX0387;SPC TXSC     - 4,163,210.      885,510.      MT  (+/- 180 meters Scaled)
 AX0387
 AX0387                          SUPERSEDED SURVEY CONTROL
 AX0387
 AX0387  NGVD 29 (??/??/92)   28.776  (m)           94.41   (f) ADJ UNCH    2 0
 AX0387
 AX0387.Superseded values are not recommended for survey control.
 AX0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0387.See file dsdata.txt to determine how the superseded data were derived.
 AX0387
 AX0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT855418(NAD 83)
 AX0387_MARKER: DD = SURVEY DISK
 AX0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0387_STAMPING: 8-D 84.2
 AX0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0387+STABILITY: SURFACE MOTION
 AX0387
 AX0387  HISTORY     - Date     Condition        Report By
 AX0387  HISTORY     - UNK      MONUMENTED       TXHD
 AX0387  HISTORY     - 1934     GOOD             NGS
 AX0387
 AX0387                          STATION DESCRIPTION
 AX0387
 AX0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AX0387'4.1 MI SE FROM WHARTON.
 AX0387'4.1 MILES SOUTHEAST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD.
 AX0387'1500 FEET SOUTH OF ROAD CROSSING, 14 FEET NORTH OF MILEPOST 47, 2 FEET
 AX0387'WEST OF FENCE.  1/2 FOOT SOUTH OF A PIECE OF RAILROAD IRON SET
 AX0387'VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0786 ***********************************************************************
 CD0786  DESIGNATION -  8 J USGS
 CD0786  PID         -  CD0786
 CD0786  STATE/COUNTY-  TX/HUDSPETH
 CD0786  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0786
 CD0786                         *CURRENT SURVEY CONTROL
 CD0786  ___________________________________________________________________
 CD0786* NAD 83(1986)-  31 11 47.     (N)    105 34 06.     (W)     SCALED    
 CD0786* NAVD 88     -      1236.151  (meters)    4055.61   (feet)  ADJUSTED  
 CD0786  ___________________________________________________________________
 CD0786  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CD0786  DYNAMIC HT  -        1234.207 (meters)    4049.23  (feet)  COMP
 CD0786  MODELED GRAV-     979,024.9   (mgal)                       NAVD 88
 CD0786
 CD0786  VERT ORDER  -  FIRST     CLASS II
 CD0786
 CD0786.The horizontal coordinates were scaled from a topographic map and have
 CD0786.an estimated accuracy of +/- 6 seconds.
 CD0786
 CD0786.The orthometric height was determined by differential leveling
 CD0786.and adjusted by the National Geodetic Survey in June 1991..
 CD0786
 CD0786.The geoid height was determined by GEOID03.
 CD0786
 CD0786.The dynamic height is computed by dividing the NAVD 88
 CD0786.geopotential number by the normal gravity value computed on the
 CD0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0786.degrees latitude (g = 980.6199 gals.).
 CD0786
 CD0786.The modeled gravity was interpolated from observed gravity values.
 CD0786
 CD0786;                    North         East    Units  Estimated Accuracy
 CD0786;SPC TX C     - 3,181,310.      201,300.      MT  (+/- 180 meters Scaled)
 CD0786
 CD0786                          SUPERSEDED SURVEY CONTROL
 CD0786
 CD0786.No superseded survey control is available for this station.
 CD0786
 CD0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ458515(NAD 83)
 CD0786_MARKER: DB = BENCH MARK DISK
 CD0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0786_SP_SET: CONCRETE POST
 CD0786_STAMPING: 8 J 1940
 CD0786_MARK LOGO: USGS  
 CD0786_PROJECTION: PROJECTING 35 CENTIMETERS
 CD0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0786+STABILITY: SURFACE MOTION
 CD0786
 CD0786  HISTORY     - Date     Condition        Report By
 CD0786  HISTORY     - 1940     MONUMENTED       USGS
 CD0786  HISTORY     - 1981     GOOD             NGS
 CD0786
 CD0786                          STATION DESCRIPTION
 CD0786
 CD0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0786'22.5 KM (14.0 MI) NW FROM SIERRA BLANCA.
 CD0786'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0786'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0786'SOUTH ALONG A GRAVELED ROAD, THENCE 16.1 KM (10.0 MI) NORTHWEST
 CD0786'ALONG INTERSTATE HIGHWAY 10, 0.7 KM (0.45 MI) EAST OF MILE POST 93,
 CD0786'15.9 METERS (52.3 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CD0786'LANES OF THE HIGHWAY AND 15.7 METERS (51.5 FT) NORTH OF A FENCE.
 CD0786'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 CD0786'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1473 ***********************************************************************
 DN1473  DESIGNATION -  8 TJO
 DN1473  PID         -  DN1473
 DN1473  STATE/COUNTY-  TX/COOKE
 DN1473  USGS QUAD   -  ERA (1978)
 DN1473
 DN1473                         *CURRENT SURVEY CONTROL
 DN1473  ___________________________________________________________________
 DN1473* NAD 83(1993)-  33 29 42.20310(N)    097 15 12.01519(W)     ADJUSTED  
 DN1473* NAVD 88     -       267.21   (+/-2cm)     876.7    (feet)  VERTCON   
 DN1473  ___________________________________________________________________
 DN1473  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 DN1473  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DN1473
 DN1473  HORZ ORDER  -  THIRD
 DN1473  VERT ORDER  -  THIRD ? (See Below)
 DN1473
 DN1473.The horizontal coordinates were established by classical geodetic methods
 DN1473.and adjusted by the National Geodetic Survey in February 1996..
 DN1473
 DN1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1473.The vertical order pertains to the NGVD 29 superseded value.
 DN1473
 DN1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1473
 DN1473.The geoid height was determined by GEOID03.
 DN1473
 DN1473;                    North         East     Units Scale Factor Converg.
 DN1473;SPC TXNC     - 2,203,439.857   715,835.614   MT  0.99990248   +0 40 47.7
 DN1473;SPC TXNC     - 7,229,118.93  2,348,537.34   sFT  0.99990248   +0 40 47.7
 DN1473;UTM  14      - 3,707,536.273   662,258.521   MT  0.99992459   +0 57 50.9
 DN1473
 DN1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1473!SPC TXNC     -   0.99996207  x   0.99990248  =   0.99986455
 DN1473!UTM  14      -   0.99996207  x   0.99992459  =   0.99988666
 DN1473
 DN1473                          SUPERSEDED SURVEY CONTROL
 DN1473
 DN1473  NAD 83(1993)-  33 29 42.20473(N)    097 15 12.01169(W) AD(       ) 3
 DN1473  NAD 83(1986)-  33 29 42.20847(N)    097 15 12.00538(W) AD(       ) 3
 DN1473  NGVD 29 (07/26/91)  267.17   (m)          876.5    (f) LEVELING    3  
 DN1473
 DN1473.Superseded values are not recommended for survey control.
 DN1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1473.See file dsdata.txt to determine how the superseded data were derived.
 DN1473
 DN1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6225907536(NAD 83)
 DN1473_MARKER: DS = TRIANGULATION STATION DISK
 DN1473_SETTING: 0 = UNSPECIFIED SETTING
 DN1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1473
 DN1473  HISTORY     - Date     Condition        Report By
 DN1473  HISTORY     - 1958     MONUMENTED       USGS
 DN1473  HISTORY     - 19950602 GOOD             USPSQD
 DN1473  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 DN1473
 DN1473                          STATION DESCRIPTION
 DN1473
 DN1473'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1473'STATION IS LOCATED IN COOKE COUNTY, TEXAS, ABOUT 2 MI. E. OF ERA ON
 DN1473'FARM ROAD 922, 142 FT. W. OF A FENCE CORNER AND 41 FT. S. OF FARM
 DN1473'ROAD 922.
 DN1473'
 DN1473'ALSO SEE LEVEL DESCRIPTION BY T. J. OBRIEN (USGS) IN DENTON NO. 2
 DN1473'LEVEL LIST.
 DN1473'
 DN1473'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING ABOUT
 DN1473'0.3 FT., STAMPED---8 TJO 1958---.
 DN1473
 DN1473                          STATION RECOVERY (1995)
 DN1473
 DN1473'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1473'RECOVERED IN GOOD CONDITION.
 DN1473
 DN1473                          STATION RECOVERY (2005)
 DN1473
 DN1473'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 DN1473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1079 ***********************************************************************
 AY1079  DESIGNATION -  8 TXHD
 AY1079  PID         -  AY1079
 AY1079  STATE/COUNTY-  TX/KENDALL
 AY1079  USGS QUAD   -  BOERNE (1982)
 AY1079
 AY1079                         *CURRENT SURVEY CONTROL
 AY1079  ___________________________________________________________________
 AY1079* NAD 83(1986)-  29 46 50.     (N)    098 43 59.     (W)     SCALED    
 AY1079* NAVD 88     -       441.050  (meters)    1447.01   (feet)  ADJUSTED  
 AY1079  ___________________________________________________________________
 AY1079  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AY1079  DYNAMIC HT  -         440.409 (meters)    1444.91  (feet)  COMP
 AY1079  MODELED GRAV-     979,175.5   (mgal)                       NAVD 88
 AY1079
 AY1079  VERT ORDER  -  FIRST     CLASS II
 AY1079
 AY1079.The horizontal coordinates were scaled from a topographic map and have
 AY1079.an estimated accuracy of +/- 6 seconds.
 AY1079
 AY1079.The orthometric height was determined by differential leveling
 AY1079.and adjusted by the National Geodetic Survey in June 1991..
 AY1079
 AY1079.The geoid height was determined by GEOID03.
 AY1079
 AY1079.The dynamic height is computed by dividing the NAVD 88
 AY1079.geopotential number by the normal gravity value computed on the
 AY1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1079.degrees latitude (g = 980.6199 gals.).
 AY1079
 AY1079.The modeled gravity was interpolated from observed gravity values.
 AY1079
 AY1079;                    North         East    Units  Estimated Accuracy
 AY1079;SPC TXSC     - 4,215,840.      625,810.      MT  (+/- 180 meters Scaled)
 AY1079
 AY1079                          SUPERSEDED SURVEY CONTROL
 AY1079
 AY1079.No superseded survey control is available for this station.
 AY1079
 AY1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT258944(NAD 83)
 AY1079_MARKER: DD = SURVEY DISK
 AY1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1079_MARK LOGO: TXHD  
 AY1079_PROJECTION: FLUSH
 AY1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1079+STABILITY: SURFACE MOTION
 AY1079
 AY1079  HISTORY     - Date     Condition        Report By
 AY1079  HISTORY     - UNK      MONUMENTED       TXHD
 AY1079  HISTORY     - 1953     GOOD             NGS
 AY1079  HISTORY     - 1982     GOOD             NGS
 AY1079  HISTORY     - 1990     GOOD             USPSQD
 AY1079
 AY1079                          STATION DESCRIPTION
 AY1079
 AY1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1079'0.9 MI S FROM BOERNE.
 AY1079'0.9 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT BOERNE,
 AY1079'400 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF THE
 AY1079'CENTER LINE OF A FARM ROAD WHICH IS NOW UNDER CONSTRUCTION, 80 FEET
 AY1079'SOUTH OF BENCH MARK 7 (T.S.H.D.), 27 FEET WEST OF A FENCE CORNER, 0.6
 AY1079'FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1079'PROJECTS 0.2 FOOT ABOVE THE GROUND.  47 FEET WEST OF THE CENTER LINE
 AY1079'OF A ROAD LEADING SOUTH.
 AY1079
 AY1079                          STATION RECOVERY (1982)
 AY1079
 AY1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1079'THE MARK IS AT THE INTERSECTION OF WANDA STREET AND STATE HIGHWAY 46
 AY1079'WEST, (WEST BANDERA ROAD), IN BOERNE, 12.1 METERS (40.0 FT) SOUTH OF
 AY1079'THE CENTERLINE OF HIGHWAY 46, 8.2 METERS (27.0 FT) WEST OF A FENCE
 AY1079'CORNER, 0.15 METERS (0.5 FT) NORTH OF A FENCE LINE, AND 32.9 METERS
 AY1079'(108.0 FT) EAST OF THE CENTER OF A PRIVATE DRIVEWAY LEADING SOUTH.
 AY1079'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AY1079'THE MARK IS ABOVE LEVEL WITH HIGHWAY 46.
 AY1079
 AY1079                          STATION RECOVERY (1990)
 AY1079
 AY1079'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0024 ***********************************************************************
 CC0024  DESIGNATION -  8 USE
 CC0024  PID         -  CC0024
 CC0024  STATE/COUNTY-  TX/MIDLAND
 CC0024  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0024
 CC0024                         *CURRENT SURVEY CONTROL
 CC0024  ___________________________________________________________________
 CC0024* NAD 83(1986)-  31 55 58.     (N)    102 12 31.     (W)     SCALED    
 CC0024* NAVD 88     -       870.503  (meters)    2855.98   (feet)  ADJUSTED  
 CC0024  ___________________________________________________________________
 CC0024  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CC0024  DYNAMIC HT  -         869.272 (meters)    2851.94  (feet)  COMP
 CC0024  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 CC0024
 CC0024  VERT ORDER  -  FIRST     CLASS II
 CC0024
 CC0024.This mark is at Midland Intl (MAF) Airport (MAF)
 CC0024
 CC0024.The horizontal coordinates were scaled from a topographic map and have
 CC0024.an estimated accuracy of +/- 6 seconds.
 CC0024
 CC0024.The orthometric height was determined by differential leveling
 CC0024.and adjusted by the National Geodetic Survey in June 1991..
 CC0024
 CC0024.The geoid height was determined by GEOID03.
 CC0024
 CC0024.The dynamic height is computed by dividing the NAVD 88
 CC0024.geopotential number by the normal gravity value computed on the
 CC0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0024.degrees latitude (g = 980.6199 gals.).
 CC0024
 CC0024.The modeled gravity was interpolated from observed gravity values.
 CC0024
 CC0024;                    North         East    Units  Estimated Accuracy
 CC0024;SPC TX C     - 3,252,720.      522,680.      MT  (+/- 180 meters Scaled)
 CC0024
 CC0024                          SUPERSEDED SURVEY CONTROL
 CC0024
 CC0024  NGVD 29 (??/??/92)  870.116  (m)         2854.71   (f) ADJ UNCH    1 2
 CC0024
 CC0024.Superseded values are not recommended for survey control.
 CC0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0024.See file dsdata.txt to determine how the superseded data were derived.
 CC0024
 CC0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR639363(NAD 83)
 CC0024_MARKER: P = PIPE CAP
 CC0024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0024_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0024
 CC0024  HISTORY     - Date     Condition        Report By
 CC0024  HISTORY     - UNK      MONUMENTED       DOD
 CC0024  HISTORY     - 1956     GOOD             NGS
 CC0024  HISTORY     - 1971     MARK NOT FOUND   NGS
 CC0024
 CC0024                          STATION DESCRIPTION
 CC0024
 CC0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0024'9.75 MI SW FROM MIDLAND.
 CC0024'9.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0024'STATION AT MIDLAND, THENCE 0.25 MILE NORTH ALONG THE ACCESS ROAD TO
 CC0024'THE MIDLAND AIR TERMINAL, THENCE 0.3 MILE NORTHEAST ALONG FIRST
 CC0024'STREET, 0.1 MILE SOUTHWEST OF THE SOUTHWEST CORNER OF HANGAR NO. 1, AT
 CC0024'THE INTERSECTION OF THE CENTER LINES OF AVENUE C SOUTH AND FIRST
 CC0024'STREET, THE TOP OF A 3/4 INCH IRON PIPE WHICH IS DRIVEN FLUSH WITH THE
 CC0024'ASPHALT PAVEMENT.
 CC0024
 CC0024                          STATION RECOVERY (1971)
 CC0024
 CC0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CC0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0760 ***********************************************************************
 CE0760  DESIGNATION -  8 X
 CE0760  PID         -  CE0760
 CE0760  STATE/COUNTY-  TX/EL PASO
 CE0760  USGS QUAD   -  YSLETA NW (1994)
 CE0760
 CE0760                         *CURRENT SURVEY CONTROL
 CE0760  ___________________________________________________________________
 CE0760* NAD 83(1986)-  31 44 42.     (N)    106 24 14.     (W)     SCALED    
 CE0760* NAVD 88     -      1125.377  (meters)    3692.17   (feet)  ADJUSTED  
 CE0760  ___________________________________________________________________
 CE0760  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0760  DYNAMIC HT  -        1123.663 (meters)    3686.55  (feet)  COMP
 CE0760  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 CE0760
 CE0760  VERT ORDER  -  FIRST     CLASS I
 CE0760
 CE0760.The horizontal coordinates were scaled from a topographic map and have
 CE0760.an estimated accuracy of +/- 6 seconds.
 CE0760
 CE0760.The orthometric height was determined by differential leveling
 CE0760.and adjusted by the National Geodetic Survey in November 1996..
 CE0760
 CE0760.The geoid height was determined by GEOID03.
 CE0760
 CE0760.The dynamic height is computed by dividing the NAVD 88
 CE0760.geopotential number by the normal gravity value computed on the
 CE0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0760.degrees latitude (g = 980.6199 gals.).
 CE0760
 CE0760.The modeled gravity was interpolated from observed gravity values.
 CE0760
 CE0760;                    North         East    Units  Estimated Accuracy
 CE0760;SPC TX C     - 3,246,090.      125,100.      MT  (+/- 180 meters Scaled)
 CE0760
 CE0760                          SUPERSEDED SURVEY CONTROL
 CE0760
 CE0760.No superseded survey control is available for this station.
 CE0760
 CE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR670130(NAD 83)
 CE0760_MARKER: DU = BOUNDARY MARKER
 CE0760_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CE0760_SP_SET: WINGWALL
 CE0760_STAMPING: 3648.62 1124.603
 CE0760_MARK LOGO: IBWC  
 CE0760_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0760+STABILITY: SURFACE MOTION
 CE0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0760+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0760
 CE0760  HISTORY     - Date     Condition        Report By
 CE0760  HISTORY     - UNK      MONUMENTED       IBWC
 CE0760  HISTORY     - 19930112 GOOD             NGS
 CE0760
 CE0760                          STATION DESCRIPTION
 CE0760
 CE0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0760'9.3 KM (5.75 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0760'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0760'EL PASO, IN TOP OF AND 0.9 M (3.0 FT) NORTHWEST OF THE SOUTHEAST END
 CE0760'OF THE SOUTHEAST CONCRETE WINGWALL OF A CULVERT, 12.9 M (42.3 FT)
 CE0760'SOUTHWEST OF THE ROAD CENTER, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF
 CE0760'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0392 ***********************************************************************
 CE0392  DESIGNATION -  80
 CE0392  PID         -  CE0392
 CE0392  STATE/COUNTY-  TX/EL PASO
 CE0392  USGS QUAD   -  EL PASO (1997)
 CE0392
 CE0392                         *CURRENT SURVEY CONTROL
 CE0392  ___________________________________________________________________
 CE0392* NAD 83(1986)-  31 46 39.     (N)    106 25 31.     (W)     SCALED    
 CE0392* NAVD 88     -      1147.136  (meters)    3763.56   (feet)  ADJUSTED  
 CE0392  ___________________________________________________________________
 CE0392  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CE0392  DYNAMIC HT  -        1145.387 (meters)    3757.82  (feet)  COMP
 CE0392  MODELED GRAV-     979,075.7   (mgal)                       NAVD 88
 CE0392
 CE0392  VERT ORDER  -  FIRST     CLASS II
 CE0392
 CE0392.The horizontal coordinates were scaled from a topographic map and have
 CE0392.an estimated accuracy of +/- 6 seconds.
 CE0392
 CE0392.The orthometric height was determined by differential leveling
 CE0392.and adjusted by the National Geodetic Survey in June 1991..
 CE0392
 CE0392.The geoid height was determined by GEOID03.
 CE0392
 CE0392.The dynamic height is computed by dividing the NAVD 88
 CE0392.geopotential number by the normal gravity value computed on the
 CE0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0392.degrees latitude (g = 980.6199 gals.).
 CE0392
 CE0392.The modeled gravity was interpolated from observed gravity values.
 CE0392
 CE0392;                    North         East    Units  Estimated Accuracy
 CE0392;SPC TX C     - 3,249,800.      123,270.      MT  (+/- 180 meters Scaled)
 CE0392
 CE0392                          SUPERSEDED SURVEY CONTROL
 CE0392
 CE0392.No superseded survey control is available for this station.
 CE0392
 CE0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR650166(NAD 83)
 CE0392_MARKER: DB = BENCH MARK DISK
 CE0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CE0392_SP_SET: CONCRETE GUARDRAIL
 CE0392_STAMPING: BM 80
 CE0392_MARK LOGO: TXHD  
 CE0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0392
 CE0392  HISTORY     - Date     Condition        Report By
 CE0392  HISTORY     - UNK      MONUMENTED       TXHD
 CE0392  HISTORY     - 1981     GOOD             NGS
 CE0392  HISTORY     - 19921117 MARK NOT FOUND   NGS
 CE0392
 CE0392                          STATION DESCRIPTION
 CE0392
 CE0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0392'IN EL PASO.
 CE0392'IN EL PASO, AT THE JUNCTION OF CHELSEA STREET AND INTERSTATE HIGHWAY
 CE0392'10, IN TOP OF AND 0.2 METER (0.6 FT) WEST OF THE EAST END OF THE
 CE0392'NORTHEAST CONCRETE GUARDRAIL OF THE WEST BOUND HIGHWAY OVERPASS,
 CE0392'25.0 METERS (82.0 FT) EAST OF THE CENTERLINE OF THE STREET AND
 CE0392'15.2 METERS (50.0 FT) NORTH OF THE CENTERLINE OF THE STREET.
 CE0392'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 CE0392
 CE0392                          STATION RECOVERY (1992)
 CE0392
 CE0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0392'THERE IS A NEW GUARDRAIL AT THE DESCRIBED LOCATION.  ASSUMED
 CE0392'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0600 ***********************************************************************
 CT0600  DESIGNATION -  80 DHW
 CT0600  PID         -  CT0600
 CT0600  STATE/COUNTY-  TX/CALLAHAN
 CT0600  USGS QUAD   -  EULA (1984)
 CT0600
 CT0600                         *CURRENT SURVEY CONTROL
 CT0600  ___________________________________________________________________
 CT0600* NAD 83(1986)-  32 15 28.     (N)    099 32 21.     (W)     SCALED    
 CT0600* NAVD 88     -       603.973  (meters)    1981.53   (feet)  POSTED    
 CT0600  ___________________________________________________________________
 CT0600  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CT0600  DYNAMIC HT  -         603.180 (meters)    1978.93  (feet)  COMP
 CT0600  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 CT0600
 CT0600  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0600
 CT0600.The horizontal coordinates were scaled from a topographic map and have
 CT0600.an estimated accuracy of +/- 6 seconds.
 CT0600
 CT0600.The orthometric height was determined by differential leveling
 CT0600.and adjusted by the National Geodetic Survey in 1992..
 CT0600.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0600.rate of 1.1 thru 2.0 mm/km.
 CT0600
 CT0600.The geoid height was determined by GEOID03.
 CT0600
 CT0600.The dynamic height is computed by dividing the NAVD 88
 CT0600.geopotential number by the normal gravity value computed on the
 CT0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0600.degrees latitude (g = 980.6199 gals.).
 CT0600
 CT0600.The modeled gravity was interpolated from observed gravity values.
 CT0600
 CT0600;                    North         East    Units  Estimated Accuracy
 CT0600;SPC TXNC     - 2,066,030.      502,090.      MT  (+/- 180 meters Scaled)
 CT0600
 CT0600                          SUPERSEDED SURVEY CONTROL
 CT0600
 CT0600  NGVD 29 (??/??/92)  603.809  (m)         1981.00   (f) ADJ UNCH    1 2
 CT0600
 CT0600.Superseded values are not recommended for survey control.
 CT0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0600.See file dsdata.txt to determine how the superseded data were derived.
 CT0600
 CT0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA492691(NAD 83)
 CT0600_MARKER: DD = SURVEY DISK
 CT0600_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 CT0600_SP_SET: UNSPECIFIED ROCK
 CT0600_STAMPING: 80 DHW 1955
 CT0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0600
 CT0600  HISTORY     - Date     Condition        Report By
 CT0600  HISTORY     - 1955     MONUMENTED       USGS
 CT0600  HISTORY     - 1961     GOOD             NGS
 CT0600
 CT0600                          STATION DESCRIPTION
 CT0600
 CT0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0600'12.9 MI SW FROM CLYDE.
 CT0600'0.2 MILE WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0600'TO FARM ROAD 604, THENCE 12.7 MILES SOUTHWEST ALONG FARM ROAD 604, 219
 CT0600'FEET WEST OF THE CENTERLINE OF FARM ROAD 604, 121 FEET NORTH OF THE
 CT0600'CENTERLINE OF STATE HIGHWAY 36, 100 FEET SOUTHWEST OF THE SOUTHWEST
 CT0600'CORNER OF THE DENTON VALLEY STORE, 9 FEET NORTHWEST OF A POWER POLE
 CT0600'WITH A TRANSFORMER, 3 FEET HIGHER THAN FARM ROAD 604, 2 FEET HIGHER
 CT0600'THAN STATE HIGHWAY 36, DRILLED IN THE CENTER OF A LARGE ROCK
 CT0600'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6465 ***********************************************************************
 AW6465  DESIGNATION -  800 00 400L USE 1948
 AW6465  PID         -  AW6465
 AW6465  STATE/COUNTY-  TX/HARRIS
 AW6465  USGS QUAD   -  PASADENA (1995)
 AW6465
 AW6465                         *CURRENT SURVEY CONTROL
 AW6465  ___________________________________________________________________
 AW6465* NAD 83(1993)-  29 44 41.35982(N)    095 09 47.94300(W)     ADJUSTED  
 AW6465* NAVD 88     -         1.06   (+/-2cm)       3.5    (feet)  VERTCON   
 AW6465  ___________________________________________________________________
 AW6465  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AW6465  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6465
 AW6465  HORZ ORDER  -  THIRD
 AW6465  VERT ORDER  -  THIRD ? (See Below)
 AW6465
 AW6465.The horizontal coordinates were established by classical geodetic methods
 AW6465.and adjusted by the National Geodetic Survey in February 1996..
 AW6465
 AW6465.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6465.The vertical order pertains to the NGVD 29 superseded value.
 AW6465
 AW6465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6465
 AW6465.The geoid height was determined by GEOID03.
 AW6465
 AW6465;                    North         East     Units Scale Factor Converg.
 AW6465;SPC TXSC     - 4,217,931.504   971,022.790   MT  0.99988875   +1 52 46.7
 AW6465;SPC TXSC     -13,838,330.28  3,185,763.94   sFT  0.99988875   +1 52 46.7
 AW6465;UTM  15      - 3,292,470.198   290,795.879   MT  1.00014003   -1 04 25.3
 AW6465
 AW6465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6465!SPC TXSC     -   1.00000410  x   0.99988875  =   0.99989285
 AW6465!UTM  15      -   1.00000410  x   1.00014003  =   1.00014413
 AW6465
 AW6465:                Primary Azimuth Mark                     Grid Az
 AW6465:SPC TXSC     -  HOUSTON SHIP CHAN LT 78 1955             122 48 07.3
 AW6465:UTM  15      -  HOUSTON SHIP CHAN LT 78 1955             125 45 19.3
 AW6465
 AW6465|---------------------------------------------------------------------|
 AW6465| PID    Reference Object                     Distance      Geod. Az  |
 AW6465|                                                           dddmmss.s |
 AW6465| AW6460 HOUSTON SHIP CHAN LT 78 1955        APPROX. 0.5 KM 1244054.0 |
 AW6465| AW6466 785 96.73 400R USE 1948             492.405 METERS 1510859.3 |
 AW6465| AW6455 JE 1 1955                           427.090 METERS 2681932.0 |
 AW6465| AW6457 HOUSTON SHIP CHAN LT 80 1955         56.988 METERS 28040     |
 AW6465| AW6454 HOUSTON SHIP CHAN LT 82 1955        497.702 METERS 2974438.2 |
 AW6465| AW6456 811 67.16 400L USE 1948             355.681 METERS 30128     |
 AW6465|---------------------------------------------------------------------|
 AW6465
 AW6465                          SUPERSEDED SURVEY CONTROL
 AW6465
 AW6465  NAD 83(1986)-  29 44 41.37491(N)    095 09 47.92391(W) AD(       ) 3
 AW6465  NAD 27      -  29 44 40.55515(N)    095 09 47.16652(W) AD(       ) 3
 AW6465  NGVD 29 (07/19/86)    1.06   (m)            3.5    (f) LEVELING    3  
 AW6465
 AW6465.Superseded values are not recommended for survey control.
 AW6465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6465.See file dsdata.txt to determine how the superseded data were derived.
 AW6465
 AW6465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9079692470(NAD 83)
 AW6465_MARKER: DD = SURVEY DISK
 AW6465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6465+STABILITY: SURFACE MOTION
 AW6465
 AW6465  HISTORY     - Date     Condition        Report By
 AW6465  HISTORY     - 1948     MONUMENTED       USE
 AW6465  HISTORY     - 1955     GOOD             CGS
 AW6465
 AW6465                          STATION DESCRIPTION
 AW6465
 AW6465'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6465'LOCATED APPROXIMATELY 20 FT. N OF THE N MEAN HIGH-WATERLINE
 AW6465'OF THE HOUSTON SHIP CHANNEL, NE ACROSS THE CHANNEL FROM
 AW6465'A SMALL STREAM THAT LEADS FROM ETHYL CORP., AND APPROXIMATELY
 AW6465'200 FT. E OF CHANNEL LIGHT NO. 80.
 AW6465'
 AW6465'A U.S.E. DISK, STAMPED 800+00 400 L AND SET IN THE TOP OF
 AW6465'A 15-IN. ROUND CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AW6465'
 AW6465'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6465'
 AW6465'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3250 ***********************************************************************
 AW3250  DESIGNATION -  800 TEST WELL
 AW3250  PID         -  AW3250
 AW3250  STATE/COUNTY-  TX/HARRIS
 AW3250  USGS QUAD   -  JACINTO CITY (1982)
 AW3250
 AW3250                         *CURRENT SURVEY CONTROL
 AW3250  ___________________________________________________________________
 AW3250* NAD 83(1986)-  29 49 28.     (N)    095 13 07.     (W)     SCALED    
 AW3250* NAVD 88     -        12.63   (+/-2cm)      41.4    (feet)  VERTCON   
 AW3250  ___________________________________________________________________
 AW3250  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW3250
 AW3250  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3250
 AW3250.The horizontal coordinates were scaled from a topographic map and have
 AW3250.an estimated accuracy of +/- 6 seconds.
 AW3250
 AW3250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3250.The vertical order pertains to the NGVD 29 superseded value.
 AW3250
 AW3250.The geoid height was determined by GEOID03.
 AW3250
 AW3250;                    North         East    Units  Estimated Accuracy
 AW3250;SPC TXSC     - 4,226,580.      965,390.      MT  (+/- 180 meters Scaled)
 AW3250
 AW3250                          SUPERSEDED SURVEY CONTROL
 AW3250
 AW3250  NGVD 29 (??/??/92)   12.632  (m)           41.44   (f) ADJ UNCH    1 2
 AW3250
 AW3250.Superseded values are not recommended for survey control.
 AW3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3250.See file dsdata.txt to determine how the superseded data were derived.
 AW3250
 AW3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP856013(NAD 83)
 AW3250_MARKER: Z = SEE DESCRIPTION
 AW3250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW3250_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW3250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3250
 AW3250  HISTORY     - Date     Condition        Report By
 AW3250  HISTORY     - UNK      MONUMENTED       LOCENG
 AW3250  HISTORY     - 1954     GOOD             NGS
 AW3250  HISTORY     - 1963     POOR             NGS
 AW3250  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW3250
 AW3250                          STATION DESCRIPTION
 AW3250
 AW3250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3250'1.55 MI E FROM DAWES.
 AW3250'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE HARRIS COUNTY HOME
 AW3250'AT DAWES, THENCE 0.25 MILE SOUTH ALONG A PRIVATE PAVED ROAD, 188 FEET
 AW3250'EAST OF THE CENTER LINE OF THE PAVED ROAD, 146 FEET EAST OF A FENCE,
 AW3250'45 FEET SOUTH OF THE CENTER LINE OF A PRIVATE SHELL ROAD LEADING EAST,
 AW3250'2.4 FEET ABOVE THE GROUND, AN IRON PLUG IN THE TOP OF A 3 1/2 INCH
 AW3250'PIPE.
 AW3250
 AW3250                          STATION RECOVERY (1963)
 AW3250
 AW3250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW3250'MARK RECOVERED IN POOR CONDITION.
 AW3250
 AW3250                          STATION RECOVERY (1998)
 AW3250
 AW3250'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3021 ***********************************************************************
 AW3021  DESIGNATION -  80+00 625
 AW3021  PID         -  AW3021
 AW3021  STATE/COUNTY-  TX/HARRIS
 AW3021  USGS QUAD   -  MORGANS POINT (1993)
 AW3021
 AW3021                         *CURRENT SURVEY CONTROL
 AW3021  ___________________________________________________________________
 AW3021* NAD 83(1986)-  29 42 00.     (N)    094 59 50.     (W)     SCALED    
 AW3021* NAVD 88     -         1.12   (+/-2cm)       3.7    (feet)  VERTCON   
 AW3021  ___________________________________________________________________
 AW3021  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3021
 AW3021  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3021
 AW3021.The horizontal coordinates were scaled from a topographic map and have
 AW3021.an estimated accuracy of +/- 6 seconds.
 AW3021
 AW3021.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3021.The vertical order pertains to the NGVD 29 superseded value.
 AW3021
 AW3021.The geoid height was determined by GEOID03.
 AW3021
 AW3021;                    North         East    Units  Estimated Accuracy
 AW3021;SPC TXSC     - 4,213,510.      987,250.      MT  (+/- 180 meters Scaled)
 AW3021
 AW3021                          SUPERSEDED SURVEY CONTROL
 AW3021
 AW3021  NGVD 29 (??/??/92)    1.12   (m)            3.7    (f) COMPUTED    1 2
 AW3021
 AW3021.Superseded values are not recommended for survey control.
 AW3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3021.See file dsdata.txt to determine how the superseded data were derived.
 AW3021
 AW3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN067872(NAD 83)
 AW3021_MARKER: DD = SURVEY DISK
 AW3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3021+STABILITY: SURFACE MOTION
 AW3021
 AW3021  HISTORY     - Date     Condition        Report By
 AW3021  HISTORY     - UNK      MONUMENTED       USE
 AW3021  HISTORY     - 1937     GOOD             NGS
 AW3021
 AW3021                          STATION DESCRIPTION
 AW3021
 AW3021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 AW3021'1.4 MI NW FROM MORGANS POINT.
 AW3021'1.4 MILES NW OF THE N FERRY LANDING AT MORGANS POINT.  ON HOG ISLAND,
 AW3021'100 FEET WEST OF THE BACK LIGHT OF BEACON F.  8 PACES NE OF USE TABLET
 AW3021'SET IN TOP OF CONCRETE POST 6 INCHES SQUARE. AND STAMPED 600, 80+00,
 AW3021'1937.  THE MARK IS THE USE 625 FOOT REFERENCE MARK 1928.  IT IS A
 AW3021'CHISELED SQUARE ALONG SIDE OF NAIL IN THE TOP OF A 10 INCH TILE FILLED
 AW3021'WITH CONCRETE SURROUNDED WITH CONCRETE WITH 625, 80+00 CAST IN THE
 AW3021'OUTSIDE CONCRETE.  THE MARK PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3612 ***********************************************************************
 AW3612  DESIGNATION -  800+00 400 USE
 AW3612  PID         -  AW3612
 AW3612  STATE/COUNTY-  TX/HARRIS
 AW3612  USGS QUAD   -  PASADENA (1995)
 AW3612
 AW3612                         *CURRENT SURVEY CONTROL
 AW3612  ___________________________________________________________________
 AW3612* NAD 83(1986)-  29 44 41.     (N)    095 09 46.     (W)     SCALED    
 AW3612* NAVD 88     -         1.07   (+/-2cm)       3.5    (feet)  VERTCON   
 AW3612  ___________________________________________________________________
 AW3612  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3612
 AW3612  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3612
 AW3612.The horizontal coordinates were scaled from a topographic map and have
 AW3612.an estimated accuracy of +/- 6 seconds.
 AW3612
 AW3612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3612.The vertical order pertains to the NGVD 29 superseded value.
 AW3612
 AW3612.The geoid height was determined by GEOID03.
 AW3612
 AW3612;                    North         East    Units  Estimated Accuracy
 AW3612;SPC TXSC     - 4,217,920.      971,080.      MT  (+/- 180 meters Scaled)
 AW3612
 AW3612                          SUPERSEDED SURVEY CONTROL
 AW3612
 AW3612  NGVD 29 (??/??/92)    1.063  (m)            3.49   (f) ADJ UNCH    1 2
 AW3612
 AW3612.Superseded values are not recommended for survey control.
 AW3612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3612.See file dsdata.txt to determine how the superseded data were derived.
 AW3612
 AW3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN908924(NAD 83)
 AW3612_MARKER: DD = SURVEY DISK
 AW3612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3612_STAMPING: 800 + 00 400
 AW3612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3612+STABILITY: SURFACE MOTION
 AW3612
 AW3612  HISTORY     - Date     Condition        Report By
 AW3612  HISTORY     - UNK      MONUMENTED       USE
 AW3612  HISTORY     - 1953     GOOD             NGS
 AW3612  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3612
 AW3612                          STATION DESCRIPTION
 AW3612
 AW3612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW3612'3.8 MI E FROM PASADENA.
 AW3612'3.8 MILES EAST ALONG THE HOUSTON SHIP CHANNEL FROM THE TUNNEL AT
 AW3612'PASADENA, 15 YARDS NORTH OF THE NORTH BANK OF THE SHIP CHANNEL, 65
 AW3612'YARDS NORTHEAST OF LIGHT BEACON 80, SET IN THE TOP OF A CONCRETE POST
 AW3612'WHICH IS FLUSH WITH THE GROUND.
 AW3612
 AW3612                          STATION RECOVERY (1964)
 AW3612
 AW3612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0577 ***********************************************************************
 CU0577  DESIGNATION -  804 + 54.06 ROW
 CU0577  PID         -  CU0577
 CU0577  STATE/COUNTY-  TX/HOWARD
 CU0577  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0577
 CU0577                         *CURRENT SURVEY CONTROL
 CU0577  ___________________________________________________________________
 CU0577* NAD 83(1986)-  32 15 58.     (N)    101 28 24.     (W)     SCALED    
 CU0577* NAVD 88     -       752.422  (meters)    2468.57   (feet)  ADJUSTED  
 CU0577  ___________________________________________________________________
 CU0577  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CU0577  DYNAMIC HT  -         751.391 (meters)    2465.19  (feet)  COMP
 CU0577  MODELED GRAV-     979,244.4   (mgal)                       NAVD 88
 CU0577
 CU0577  VERT ORDER  -  SECOND    CLASS 0
 CU0577
 CU0577.The horizontal coordinates were scaled from a topographic map and have
 CU0577.an estimated accuracy of +/- 6 seconds.
 CU0577
 CU0577.The orthometric height was determined by differential leveling
 CU0577.and adjusted by the National Geodetic Survey in June 1991..
 CU0577
 CU0577.The geoid height was determined by GEOID03.
 CU0577
 CU0577.The dynamic height is computed by dividing the NAVD 88
 CU0577.geopotential number by the normal gravity value computed on the
 CU0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0577.degrees latitude (g = 980.6199 gals.).
 CU0577
 CU0577.The modeled gravity was interpolated from observed gravity values.
 CU0577
 CU0577;                    North         East    Units  Estimated Accuracy
 CU0577;SPC TXNC     - 2,070,440.      319,900.      MT  (+/- 180 meters Scaled)
 CU0577
 CU0577                          SUPERSEDED SURVEY CONTROL
 CU0577
 CU0577  NGVD 29 (??/??/92)  752.153  (m)         2467.69   (f) ADJ UNCH    2 0
 CU0577
 CU0577.Superseded values are not recommended for survey control.
 CU0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0577.See file dsdata.txt to determine how the superseded data were derived.
 CU0577
 CU0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA670726(NAD 83)
 CU0577_MARKER: DD = SURVEY DISK
 CU0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0577_SP_SET: MONUMENT
 CU0577_STAMPING: 804 + 54.06 2467.69
 CU0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0577
 CU0577  HISTORY     - Date     Condition        Report By
 CU0577  HISTORY     - UNK      MONUMENTED       TXHD
 CU0577  HISTORY     - 1965     GOOD             NGS
 CU0577  HISTORY     - 1970     MARK NOT FOUND   USGS
 CU0577
 CU0577                          STATION DESCRIPTION
 CU0577
 CU0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CU0577'0.85 MI NE FROM BIG SPRING.
 CU0577'0.35 MI. NE ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0577'BIG SPRING, THENCE N ALONG STATE HWY. 350 FOR 0.5 MI. INTERSTATE
 CU0577'HIGHWAY 20, SOUTHERLY ACCESS ROAD AND BENCH MARK ON THE RIGHT (E).
 CU0577'50.0 FT. E OF THE CENTERLINE OF STATE HIGHWAY 350.  140.0 FT. S OF THE
 CU0577'CENTERLINE OF THE ACCESS ROAD.  A STANDARD TEXAS HIGHWAY DEPARTMENT
 CU0577'RIGHT-OF-WAY DISK, STAMPED 804 + 54.06 2467.69, SET IN THE TOP OF A
 CU0577'PRECAST CONCRETE MONUMENT, ROUND TOP, 0.9 FT. IN DIAMETER AND,
 CU0577'ACCORDING TO THD ENGINEER CONTACTED, 4 FT. IN LENGTH.  TOP OF MARK IS
 CU0577'FLUSH WITH GROUND.  NOTE-- ROAD CONSTR. IN AREA.
 CU0577
 CU0577                          STATION RECOVERY (1970)
 CU0577
 CU0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CU0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1304 ***********************************************************************
 BL1304  DESIGNATION -  81
 BL1304  PID         -  BL1304
 BL1304  STATE/COUNTY-  TX/MONTGOMERY
 BL1304  USGS QUAD   -  CUT AND SHOOT (1997)
 BL1304
 BL1304                         *CURRENT SURVEY CONTROL
 BL1304  ___________________________________________________________________
 BL1304* NAD 83(1986)-  30 18 28.     (N)    095 18 39.     (W)     SCALED    
 BL1304* NAVD 88     -        56.42   (+/-2cm)     185.1    (feet)  VERTCON   
 BL1304  ___________________________________________________________________
 BL1304  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL1304
 BL1304  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1304
 BL1304.The horizontal coordinates were scaled from a topographic map and have
 BL1304.an estimated accuracy of +/- 6 seconds.
 BL1304
 BL1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1304.The vertical order pertains to the NGVD 29 superseded value.
 BL1304
 BL1304.The geoid height was determined by GEOID03.
 BL1304
 BL1304;                    North         East    Units  Estimated Accuracy
 BL1304;SPC TX C     - 3,081,980.    1,182,910.      MT  (+/- 180 meters Scaled)
 BL1304
 BL1304                          SUPERSEDED SURVEY CONTROL
 BL1304
 BL1304  NGVD 29 (??/??/92)   56.423  (m)          185.11   (f) ADJ UNCH    2 0
 BL1304
 BL1304.Superseded values are not recommended for survey control.
 BL1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1304.See file dsdata.txt to determine how the superseded data were derived.
 BL1304
 BL1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP777551(NAD 83)
 BL1304_MARKER: Z = SEE DESCRIPTION
 BL1304_SETTING: 0 = UNSPECIFIED SETTING
 BL1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1304
 BL1304  HISTORY     - Date     Condition        Report By
 BL1304  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL1304  HISTORY     - 1954     GOOD             NGS
 BL1304
 BL1304                          STATION DESCRIPTION
 BL1304
 BL1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1304'8.6 MI W FROM FOSTORIA.
 BL1304'8.6 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1304'STATION AT FOSTORIA, 0.5 MILE EAST OF A PRIVATE ROAD CROSSING, 89.6
 BL1304'FEET SOUTHWEST OF MILEPOST 81, 63 FEET NORTHEAST OF A TELEPHONE POLE,
 BL1304'7 FEET SOUTH OF THE SOUTH RAIL, 37 FEET NORTH OF A FENCE, THE HIGH
 BL1304'POINT OF A VERTICAL SECTION OF RAIL WHICH PROJECTS 2.2 FEET ABOVE THE
 BL1304'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0740 ***********************************************************************
 CE0740  DESIGNATION -  81
 CE0740  PID         -  CE0740
 CE0740  STATE/COUNTY-  TX/EL PASO
 CE0740  USGS QUAD   -  EL PASO (1997)
 CE0740
 CE0740                         *CURRENT SURVEY CONTROL
 CE0740  ___________________________________________________________________
 CE0740* NAD 83(1986)-  31 46 39.     (N)    106 25 57.     (W)     SCALED    
 CE0740* NAVD 88     -      1139.312  (meters)    3737.89   (feet)  ADJUSTED  
 CE0740  ___________________________________________________________________
 CE0740  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CE0740  DYNAMIC HT  -        1137.577 (meters)    3732.20  (feet)  COMP
 CE0740  MODELED GRAV-     979,078.4   (mgal)                       NAVD 88
 CE0740
 CE0740  VERT ORDER  -  FIRST     CLASS I
 CE0740
 CE0740.The horizontal coordinates were scaled from a topographic map and have
 CE0740.an estimated accuracy of +/- 6 seconds.
 CE0740
 CE0740.The orthometric height was determined by differential leveling
 CE0740.and adjusted by the National Geodetic Survey in November 1996..
 CE0740
 CE0740.The geoid height was determined by GEOID03.
 CE0740
 CE0740.The dynamic height is computed by dividing the NAVD 88
 CE0740.geopotential number by the normal gravity value computed on the
 CE0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0740.degrees latitude (g = 980.6199 gals.).
 CE0740
 CE0740.The modeled gravity was interpolated from observed gravity values.
 CE0740
 CE0740;                    North         East    Units  Estimated Accuracy
 CE0740;SPC TX C     - 3,249,840.      122,590.      MT  (+/- 180 meters Scaled)
 CE0740
 CE0740                          SUPERSEDED SURVEY CONTROL
 CE0740
 CE0740.No superseded survey control is available for this station.
 CE0740
 CE0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR643166(NAD 83)
 CE0740_MARKER: DD = SURVEY DISK
 CE0740_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CE0740_SP_SET: PARAPET
 CE0740_STAMPING: BM 81
 CE0740_MARK LOGO: TXHD  
 CE0740_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0740+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0740
 CE0740  HISTORY     - Date     Condition        Report By
 CE0740  HISTORY     - UNK      MONUMENTED       TXHD
 CE0740  HISTORY     - 19921117 GOOD             NGS
 CE0740
 CE0740                          STATION DESCRIPTION
 CE0740
 CE0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CE0740'IN EL PASO, AT THE INTERSECTION OF RAYNOLDS STREET AND INTERSTATE
 CE0740'HIGHWAY 10, IN TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF
 CE0740'THE EAST CONCRETE ABUTMENT PARAPET OF THE STREET OVERPASS OF THE
 CE0740'HIGHWAY, 25.6 M (84.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 CE0740'LANES OF THE HIGHWAY, 9.8 M (32.2 FT) EAST OF THE STREET CENTERLINE,
 CE0740'AND 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0444 ***********************************************************************
 BL0444  DESIGNATION -  81 F
 BL0444  PID         -  BL0444
 BL0444  STATE/COUNTY-  TX/LIBERTY
 BL0444  USGS QUAD   -  ROMAYOR (1984)
 BL0444
 BL0444                         *CURRENT SURVEY CONTROL
 BL0444  ___________________________________________________________________
 BL0444* NAD 83(1986)-  30 26 58.     (N)    094 50 55.     (W)     SCALED    
 BL0444* NAVD 88     -        25.19   (+/-2cm)      82.6    (feet)  VERTCON   
 BL0444  ___________________________________________________________________
 BL0444  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0444
 BL0444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0444
 BL0444.The horizontal coordinates were scaled from a topographic map and have
 BL0444.an estimated accuracy of +/- 6 seconds.
 BL0444
 BL0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0444.The vertical order pertains to the NGVD 29 superseded value.
 BL0444
 BL0444.The geoid height was determined by GEOID03.
 BL0444
 BL0444;                    North         East    Units  Estimated Accuracy
 BL0444;SPC TX C     - 3,099,760.    1,226,550.      MT  (+/- 180 meters Scaled)
 BL0444
 BL0444                          SUPERSEDED SURVEY CONTROL
 BL0444
 BL0444  NGVD 29 (??/??/92)   25.204  (m)           82.69   (f) ADJ UNCH    2 0
 BL0444
 BL0444.Superseded values are not recommended for survey control.
 BL0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0444.See file dsdata.txt to determine how the superseded data were derived.
 BL0444
 BL0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP225700(NAD 83)
 BL0444_MARKER: DD = SURVEY DISK
 BL0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0444_SP_SET: PIER
 BL0444_STAMPING: 81 F
 BL0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0444
 BL0444  HISTORY     - Date     Condition        Report By
 BL0444  HISTORY     - UNK      MONUMENTED
 BL0444  HISTORY     - 1934     GOOD             NGS
 BL0444
 BL0444                          STATION DESCRIPTION
 BL0444
 BL0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0444'5.3 MI W FROM RYE.
 BL0444'5.3 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM RYE,
 BL0444'LIBERTY COUNTY, 0.4 MILE WEST OF ROMAYOR, AT THE EAST END OF THE STEEL
 BL0444'BRIDGE OVER TRINITY RIVER, AND IN THE TOP OF THE NORTH END OF THE
 BL0444'CONCRETE PIER.  A TEXAS STATE RECLAMATION DEPARTMENT STANDARD DISK,
 BL0444'STAMPED 81 F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6456 ***********************************************************************
 AW6456  DESIGNATION -  811 67.16 400L USE 1948
 AW6456  PID         -  AW6456
 AW6456  STATE/COUNTY-  TX/HARRIS
 AW6456  USGS QUAD   -  PASADENA (1995)
 AW6456
 AW6456                         *CURRENT SURVEY CONTROL
 AW6456  ___________________________________________________________________
 AW6456* NAD 83(1993)-  29 44 47.38887(N)    095 09 59.23415(W)     ADJUSTED  
 AW6456* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6456  ___________________________________________________________________
 AW6456  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW6456  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6456
 AW6456  HORZ ORDER  -  THIRD
 AW6456
 AW6456.The horizontal coordinates were established by classical geodetic methods
 AW6456.and adjusted by the National Geodetic Survey in February 1996..
 AW6456
 AW6456.The orthometric height was scaled from a topographic map.
 AW6456
 AW6456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6456
 AW6456.The geoid height was determined by GEOID03.
 AW6456
 AW6456;                    North         East     Units Scale Factor Converg.
 AW6456;SPC TXSC     - 4,218,107.078   970,713.510   MT  0.99988896   +1 52 41.2
 AW6456;SPC TXSC     -13,838,906.31  3,184,749.24   sFT  0.99988896   +1 52 41.2
 AW6456;UTM  15      - 3,292,661.523   290,495.980   MT  1.00014158   -1 04 31.1
 AW6456
 AW6456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6456!SPC TXSC     -   1.00000427  x   0.99988896  =   0.99989323
 AW6456!UTM  15      -   1.00000427  x   1.00014158  =   1.00014585
 AW6456
 AW6456|---------------------------------------------------------------------|
 AW6456| PID    Reference Object                     Distance      Geod. Az  |
 AW6456|                                                           dddmmss.s |
 AW6456| AW6465 800 00 400L USE 1948                355.681 METERS 12128     |
 AW6456| AW6457 HOUSTON SHIP CHAN LT 80 1955        303.079 METERS 12517     |
 AW6456| AW6455 JE 1 1955                           233.475 METERS 21156     |
 AW6456| AW6454 HOUSTON SHIP CHAN LT 82 1955        144.621 METERS 28834     |
 AW6456|---------------------------------------------------------------------|
 AW6456
 AW6456                          SUPERSEDED SURVEY CONTROL
 AW6456
 AW6456  NAD 83(1986)-  29 44 47.40395(N)    095 09 59.21505(W) AD(       ) 3
 AW6456  NAD 27      -  29 44 46.58553(N)    095 09 58.45877(W) AD(       ) 3
 AW6456
 AW6456.Superseded values are not recommended for survey control.
 AW6456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6456.See file dsdata.txt to determine how the superseded data were derived.
 AW6456
 AW6456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9049692662(NAD 83)
 AW6456_MARKER: DD = SURVEY DISK
 AW6456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6456+STABILITY: SURFACE MOTION
 AW6456
 AW6456  HISTORY     - Date     Condition        Report By
 AW6456  HISTORY     - 1948     MONUMENTED       USE
 AW6456  HISTORY     - 1955     GOOD             CGS
 AW6456
 AW6456                          STATION DESCRIPTION
 AW6456
 AW6456'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6456'LOCATED APPROXIMATELY 105 FT. N OF THE N MEAN HIGH-WATERLINE
 AW6456'OF THE HOUSTON SHIP CHANNEL, APPROXIMATELY 500 FT. E OF THE
 AW6456'E MEAN HIGH-WATERLINE OF GREENS BAYOU, AND APPROXIMATELY
 AW6456'500 FT. E OF HOUSTON SHIP CHANNEL LIGHT NO. 82.
 AW6456'
 AW6456'A U.S.E. DISK, STAMPED 811+67.16 400 L AND SET IN THE TOP
 AW6456'OF A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6456'
 AW6456'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6456'
 AW6456'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0494 ***********************************************************************
 AM0494  DESIGNATION -  816
 AM0494  PID         -  AM0494
 AM0494  STATE/COUNTY-  TX/MATAGORDA
 AM0494  USGS QUAD   -  DRESSING POINT (1973)
 AM0494
 AM0494                         *CURRENT SURVEY CONTROL
 AM0494  ___________________________________________________________________
 AM0494* NAD 83(1993)-  28 44 30.47411(N)    095 48 37.53245(W)     ADJUSTED  
 AM0494* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0494  ___________________________________________________________________
 AM0494  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AM0494  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AM0494
 AM0494  HORZ ORDER  -  THIRD
 AM0494
 AM0494.The horizontal coordinates were established by classical geodetic methods
 AM0494.and adjusted by the National Geodetic Survey in February 1996..
 AM0494
 AM0494.The orthometric height was scaled from a topographic map.
 AM0494
 AM0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0494
 AM0494.The geoid height was determined by GEOID03.
 AM0494
 AM0494;                    North         East     Units Scale Factor Converg.
 AM0494;SPC TXSC     - 4,104,931.679   911,493.187   MT  0.99991643   +1 33 45.4
 AM0494;SPC TXSC     -13,467,596.68  2,990,457.23   sFT  0.99991643   +1 33 45.4
 AM0494;UTM  15      - 3,182,618.280   225,527.645   MT  1.00052980   -1 21 08.2
 AM0494
 AM0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0494!SPC TXSC     -   1.00000402  x   0.99991643  =   0.99992044
 AM0494!UTM  15      -   1.00000402  x   1.00052980  =   1.00053382
 AM0494
 AM0494                          SUPERSEDED SURVEY CONTROL
 AM0494
 AM0494  NAD 83(1986)-  28 44 30.48265(N)    095 48 37.51348(W) AD(       ) 3
 AM0494  NAD 27      -  28 44 29.53800(N)    095 48 36.65100(W) AD(       ) 3
 AM0494
 AM0494.Superseded values are not recommended for survey control.
 AM0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0494.See file dsdata.txt to determine how the superseded data were derived.
 AM0494
 AM0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM2552882618(NAD 83)
 AM0494_MARKER: B = BOLT
 AM0494_SETTING: 0 = UNSPECIFIED SETTING
 AM0494
 AM0494  HISTORY     - Date     Condition        Report By
 AM0494  HISTORY     - 1934     MONUMENTED       CGS
 AM0494  HISTORY     - 1947     GOOD             CGS
 AM0494  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AM0494
 AM0494                          STATION DESCRIPTION
 AM0494
 AM0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0494'STATION IS LOCATED ON N SHORE OF MATAGORDA BAY, ABOUT 5-1/2
 AM0494'MILES ENE OF GULF, TEXAS, ON A LOW SAND RIDGE, AND 90 METERS
 AM0494'NW OF BAY SHORE.
 AM0494'
 AM0494'STATION IS MARKED BY A 6-INCH ROUND TILE EXTENDING 4 INCHES
 AM0494'ABOVE GROUND WITH A BRASS BOLT CENTER.
 AM0494'
 AM0494'NO REFERENCE MARK WAS SET.
 AM0494'
 AM0494'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AM0494'WINDMILL (1/4 MILE DISTANT), 246 DEG.  GULF MUNICIPAL TANK,
 AM0494'252 DEG. WINDMILL (1 MILE DISTANT), 350 DEG.
 AM0494'
 AM0494'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 AM0494
 AM0494                          STATION RECOVERY (1947)
 AM0494
 AM0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0494'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 5.5
 AM0494'MILES E OF THE OLD TOWN OF GULF, TEXAS, ON THE N BANK OF THE
 AM0494'INTRACOSTAL CANAL, ABOUT 35 FEET N OF THE CANAL BANK, IN A
 AM0494'LOW AREA NEAR THE END OF A SPOIL BANK.  THE STATION IS 10 INCHES
 AM0494'BELOW THE GROUND AND IS STATION 396+996.42 OF THE U.S.E.
 AM0494'TRAVERSE THAT PARALLELS THE CANAL.  STATION 397+00 OF THE U.S.E.
 AM0494'TRAVERSE IS WITNESSED BY A WHITE POST WITH THE NUMERALS
 AM0494'397 PAINTED ON IT.
 AM0494
 AM0494                          STATION RECOVERY (1969)
 AM0494
 AM0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0494'THE STATION SITE AS DESCRIBED BY R.A.G. IN 1947 WAS VISITED AND
 AM0494'A CONCRETE FILLED TILE WITH BRASS BOLT IN ITS TOP WAS FOUND
 AM0494'LYING ON ITS SIDE ON THE SURFACE OF THE GROUND.  THIS IS BELIEVED
 AM0494'TO HAVE BEEN THE STATION MARK.  STATION LOST.
 AM0494'
 AM0494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 AM0494'WEST OF CHINQUAPIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0133 ***********************************************************************
 BL0133  DESIGNATION -  819
 BL0133  PID         -  BL0133
 BL0133  STATE/COUNTY-  TX/TYLER
 BL0133  USGS QUAD   -  TOWN BLUFF (1984)
 BL0133
 BL0133                         *CURRENT SURVEY CONTROL
 BL0133  ___________________________________________________________________
 BL0133* NAD 83(1986)-  30 48 04.     (N)    094 11 21.     (W)     SCALED    
 BL0133* NAVD 88     -        62.12   (+/-2cm)     203.8    (feet)  VERTCON   
 BL0133  ___________________________________________________________________
 BL0133  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BL0133
 BL0133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0133
 BL0133.The horizontal coordinates were scaled from a topographic map and have
 BL0133.an estimated accuracy of +/- 6 seconds.
 BL0133
 BL0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0133.The vertical order pertains to the NGVD 29 superseded value.
 BL0133
 BL0133.The geoid height was determined by GEOID03.
 BL0133
 BL0133;                    North         East    Units  Estimated Accuracy
 BL0133;SPC TX C     - 3,141,990.    1,287,640.      MT  (+/- 180 meters Scaled)
 BL0133
 BL0133                          SUPERSEDED SURVEY CONTROL
 BL0133
 BL0133  NGVD 29 (??/??/92)   62.119  (m)          203.80   (f) ADJ UNCH    2 0
 BL0133
 BL0133.Superseded values are not recommended for survey control.
 BL0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0133.See file dsdata.txt to determine how the superseded data were derived.
 BL0133
 BL0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ862081(NAD 83)
 BL0133_MARKER: DB = BENCH MARK DISK
 BL0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0133_STAMPING: 819
 BL0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0133+STABILITY: SURFACE MOTION
 BL0133
 BL0133  HISTORY     - Date     Condition        Report By
 BL0133  HISTORY     - UNK      MONUMENTED       CGS
 BL0133  HISTORY     - 1952     GOOD             NGS
 BL0133
 BL0133                          STATION DESCRIPTION
 BL0133
 BL0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BL0133'0.9 MI NW FROM TOWN BLUFF.
 BL0133'0.9 MILE NORTHWEST ALONG FARM ROAD 92 FROM ITS JUNCTION WITH OLD STATE
 BL0133'HIGHWAY 45 AT TOWN BLUFF, 84 FEET WEST OF THE WEST CORNER OF A WHITE
 BL0133'HOUSE, 75 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 32 FEET
 BL0133'EAST OF A 48 INCH OAK TREE, 1 FOOT NORTHEAST OF A WITNESS POST, SET IN
 BL0133'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0391 ***********************************************************************
 CE0391  DESIGNATION -  82
 CE0391  PID         -  CE0391
 CE0391  STATE/COUNTY-  TX/EL PASO
 CE0391  USGS QUAD   -  EL PASO (1997)
 CE0391
 CE0391                         *CURRENT SURVEY CONTROL
 CE0391  ___________________________________________________________________
 CE0391* NAD 83(1986)-  31 46 39.     (N)    106 26 36.     (W)     SCALED    
 CE0391* NAVD 88     -      1132.935  (meters)    3716.97   (feet)  ADJUSTED  
 CE0391  ___________________________________________________________________
 CE0391  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CE0391  DYNAMIC HT  -        1131.214 (meters)    3711.32  (feet)  COMP
 CE0391  MODELED GRAV-     979,082.8   (mgal)                       NAVD 88
 CE0391
 CE0391  VERT ORDER  -  FIRST     CLASS I
 CE0391
 CE0391.The horizontal coordinates were scaled from a topographic map and have
 CE0391.an estimated accuracy of +/- 6 seconds.
 CE0391
 CE0391.The orthometric height was determined by differential leveling
 CE0391.and adjusted by the National Geodetic Survey in November 1996..
 CE0391
 CE0391.The geoid height was determined by GEOID03.
 CE0391
 CE0391.The dynamic height is computed by dividing the NAVD 88
 CE0391.geopotential number by the normal gravity value computed on the
 CE0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0391.degrees latitude (g = 980.6199 gals.).
 CE0391
 CE0391.The modeled gravity was interpolated from observed gravity values.
 CE0391
 CE0391;                    North         East    Units  Estimated Accuracy
 CE0391;SPC TX C     - 3,249,900.      121,560.      MT  (+/- 180 meters Scaled)
 CE0391
 CE0391                          SUPERSEDED SURVEY CONTROL
 CE0391
 CE0391  NAVD 88 (06/15/91) 1132.960  (m)         3717.05   (f) UNKNOWN     1 1
 CE0391
 CE0391.Superseded values are not recommended for survey control.
 CE0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0391.See file dsdata.txt to determine how the superseded data were derived.
 CE0391
 CE0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR633166(NAD 83)
 CE0391_MARKER: DD = SURVEY DISK
 CE0391_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CE0391_SP_SET: PARAPET
 CE0391_STAMPING: BM 82
 CE0391_MARK LOGO: TXHD  
 CE0391_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0391+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0391
 CE0391  HISTORY     - Date     Condition        Report By
 CE0391  HISTORY     - UNK      MONUMENTED       TXHD
 CE0391  HISTORY     - 1981     GOOD             NGS
 CE0391  HISTORY     - 19921117 GOOD             NGS
 CE0391
 CE0391                          STATION DESCRIPTION
 CE0391
 CE0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0391'IN EL PASO.
 CE0391'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 CE0391'IN EL PASO, 0.1 KM (0.05 MI) EAST OF THE OFF RAMP (EXIT 22A) TO COPIA
 CE0391'STREET, 0.7 KM (0.45 MI) EAST OF THE JUNCTION OF INTERSTATE HIGHWAY
 CE0391'10 AND COPIA STREET, IN TOP OF AND 0.2 METER (0.6 FT) WEST OF THE
 CE0391'EAST END OF THE NORTHEAST CONCRETE GUARDRAIL OF THE WEST BOUND
 CE0391'HIGHWAY OVERPASS AND 15.2 METERS (50.0 FT) NORTH OF THE CENTERLINE
 CE0391'OF THE HIGHWAY.
 CE0391
 CE0391                          STATION RECOVERY (1992)
 CE0391
 CE0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0391'IN EL PASO, AT THE INTERSECTION OF BOONE STREET AND INTERSTATE HIGHWAY
 CE0391'10, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF THE NORTH
 CE0391'CONCRETE ABUTMENT PARAPET OF THE HIGHWAY BRIDGE AT THE DEAD END OF
 CE0391'BOONE STREET, NEAR THE EAST BOUNDARY OF THE CONCORDIA CEMETERY, 100.0
 CE0391'M (328.1 FT) EAST OFF AN OFF-RAMP (EXIT 22A), 15.2 M (49.9 FT) NORTH
 CE0391'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 5.6 M
 CE0391'(18.4 FT) EAST OF THE EXTENDED CENTER OF THE STREET, AND 0.7 M
 CE0391'(2.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1305 ***********************************************************************
 BL1305  DESIGNATION -  82
 BL1305  PID         -  BL1305
 BL1305  STATE/COUNTY-  TX/MONTGOMERY
 BL1305  USGS QUAD   -  CUT AND SHOOT (1997)
 BL1305
 BL1305                         *CURRENT SURVEY CONTROL
 BL1305  ___________________________________________________________________
 BL1305* NAD 83(1986)-  30 18 32.     (N)    095 17 41.     (W)     SCALED    
 BL1305* NAVD 88     -        56.82   (+/-2cm)     186.4    (feet)  VERTCON   
 BL1305  ___________________________________________________________________
 BL1305  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1305
 BL1305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1305
 BL1305.The horizontal coordinates were scaled from a topographic map and have
 BL1305.an estimated accuracy of +/- 6 seconds.
 BL1305
 BL1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1305.The vertical order pertains to the NGVD 29 superseded value.
 BL1305
 BL1305.The geoid height was determined by GEOID03.
 BL1305
 BL1305;                    North         East    Units  Estimated Accuracy
 BL1305;SPC TX C     - 3,082,170.    1,184,460.      MT  (+/- 180 meters Scaled)
 BL1305
 BL1305                          SUPERSEDED SURVEY CONTROL
 BL1305
 BL1305  NGVD 29 (??/??/92)   56.827  (m)          186.44   (f) ADJ UNCH    2 0
 BL1305
 BL1305.Superseded values are not recommended for survey control.
 BL1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1305.See file dsdata.txt to determine how the superseded data were derived.
 BL1305
 BL1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP793552(NAD 83)
 BL1305_MARKER: Z = SEE DESCRIPTION
 BL1305_SETTING: 0 = UNSPECIFIED SETTING
 BL1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1305
 BL1305  HISTORY     - Date     Condition        Report By
 BL1305  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL1305  HISTORY     - 1954     GOOD             NGS
 BL1305
 BL1305                          STATION DESCRIPTION
 BL1305
 BL1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1305'7.6 MI W FROM FOSTORIA.
 BL1305'7.6 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1305'STATION AT FOSTORIA, 74.5 FEET SOUTHEAST OF MILEPOST 82, 39.8 FEET
 BL1305'NORTH OF A FENCE, 8 FEET SOUTH OF THE SOUTH RAIL, 25.4 FEET NORTH OF A
 BL1305'TELEPHONE POLE, THE TOP OF A VERTICAL SECTION OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0060 ***********************************************************************
 DO0060  DESIGNATION -  82
 DO0060  PID         -  DO0060
 DO0060  STATE/COUNTY-  TX/CLAY
 DO0060  USGS QUAD   -  BELLEVUE (1968)
 DO0060
 DO0060                         *CURRENT SURVEY CONTROL
 DO0060  ___________________________________________________________________
 DO0060* NAD 83(1986)-  33 39 29.     (N)    098 03 00.     (W)     SCALED    
 DO0060* NAVD 88     -       307.471  (meters)    1008.76   (feet)  ADJUSTED  
 DO0060  ___________________________________________________________________
 DO0060  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DO0060  DYNAMIC HT  -         307.129 (meters)    1007.64  (feet)  COMP
 DO0060  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 DO0060
 DO0060  VERT ORDER  -  FIRST     CLASS II
 DO0060
 DO0060.The horizontal coordinates were scaled from a topographic map and have
 DO0060.an estimated accuracy of +/- 6 seconds.
 DO0060
 DO0060.The orthometric height was determined by differential leveling
 DO0060.and adjusted by the National Geodetic Survey in June 1991..
 DO0060
 DO0060.The geoid height was determined by GEOID03.
 DO0060
 DO0060.The dynamic height is computed by dividing the NAVD 88
 DO0060.geopotential number by the normal gravity value computed on the
 DO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0060.degrees latitude (g = 980.6199 gals.).
 DO0060
 DO0060.The modeled gravity was interpolated from observed gravity values.
 DO0060
 DO0060;                    North         East    Units  Estimated Accuracy
 DO0060;SPC TXNC     - 2,220,920.      641,740.      MT  (+/- 180 meters Scaled)
 DO0060
 DO0060                          SUPERSEDED SURVEY CONTROL
 DO0060
 DO0060  NGVD 29 (??/??/92)  307.411  (m)         1008.56   (f) ADJ UNCH    1 2
 DO0060
 DO0060.Superseded values are not recommended for survey control.
 DO0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0060.See file dsdata.txt to determine how the superseded data were derived.
 DO0060
 DO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC880246(NAD 83)
 DO0060_MARKER: Z = SEE DESCRIPTION
 DO0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0060_SP_SET: MILEPOST
 DO0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0060
 DO0060  HISTORY     - Date     Condition        Report By
 DO0060  HISTORY     - UNK      MONUMENTED       BNRR
 DO0060  HISTORY     - 1950     GOOD             NGS
 DO0060
 DO0060                          STATION DESCRIPTION
 DO0060
 DO0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0060'2.6 MI NW FROM BELLEVUE.
 DO0060'2.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0060'BELLEVUE, CLAY COUNTY, AND ON THE TOP OF MILEPOST 82.  THE TOP OF THE
 DO0060'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0443 ***********************************************************************
 BL0443  DESIGNATION -  82 F
 BL0443  PID         -  BL0443
 BL0443  STATE/COUNTY-  TX/LIBERTY
 BL0443  USGS QUAD   -  ROMAYOR (1984)
 BL0443
 BL0443                         *CURRENT SURVEY CONTROL
 BL0443  ___________________________________________________________________
 BL0443* NAD 83(1986)-  30 26 58.     (N)    094 50 57.     (W)     SCALED    
 BL0443* NAVD 88     -        25.19   (+/-2cm)      82.6    (feet)  VERTCON   
 BL0443  ___________________________________________________________________
 BL0443  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0443
 BL0443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0443
 BL0443.The horizontal coordinates were scaled from a topographic map and have
 BL0443.an estimated accuracy of +/- 6 seconds.
 BL0443
 BL0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0443.The vertical order pertains to the NGVD 29 superseded value.
 BL0443
 BL0443.The geoid height was determined by GEOID03.
 BL0443
 BL0443;                    North         East    Units  Estimated Accuracy
 BL0443;SPC TX C     - 3,099,760.    1,226,500.      MT  (+/- 180 meters Scaled)
 BL0443
 BL0443                          SUPERSEDED SURVEY CONTROL
 BL0443
 BL0443  NGVD 29 (??/??/92)   25.203  (m)           82.69   (f) ADJ UNCH    2 0
 BL0443
 BL0443.Superseded values are not recommended for survey control.
 BL0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0443.See file dsdata.txt to determine how the superseded data were derived.
 BL0443
 BL0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP224700(NAD 83)
 BL0443_MARKER: DD = SURVEY DISK
 BL0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0443_SP_SET: PIER
 BL0443_STAMPING: 82 F
 BL0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0443
 BL0443  HISTORY     - Date     Condition        Report By
 BL0443  HISTORY     - UNK      MONUMENTED
 BL0443  HISTORY     - 1934     GOOD             NGS
 BL0443
 BL0443                          STATION DESCRIPTION
 BL0443
 BL0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0443'5.3 MI W FROM RYE.
 BL0443'5.3 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM RYE,
 BL0443'LIBERTY COUNTY, 0.4 MILE WEST OF ROMAYOR, AT THE WEST END OF THE STEEL
 BL0443'BRIDGE OVER TRINITY RIVER, AND IN THE TOP OF THE NORTH END OF THE
 BL0443'CONCRETE PIER.  A TEXAS STATE RECLAMATION DEPARTMENT STANDARD DISK,
 BL0443'STAMPED 82 F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3477 ***********************************************************************
 AW3477  DESIGNATION -  82+00 750 61
 AW3477  PID         -  AW3477
 AW3477  STATE/COUNTY-  TX/HARRIS
 AW3477  USGS QUAD   -  LA PORTE (1982)
 AW3477
 AW3477                         *CURRENT SURVEY CONTROL
 AW3477  ___________________________________________________________________
 AW3477* NAD 83(1986)-  29 41 51.     (N)    095 00 01.     (W)     SCALED    
 AW3477* NAVD 88     -         3.60   (+/-2cm)      11.8    (feet)  VERTCON   
 AW3477  ___________________________________________________________________
 AW3477  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3477
 AW3477  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3477
 AW3477.The horizontal coordinates were scaled from a topographic map and have
 AW3477.an estimated accuracy of +/- 6 seconds.
 AW3477
 AW3477.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3477.The vertical order pertains to the NGVD 29 superseded value.
 AW3477
 AW3477.The geoid height was determined by GEOID03.
 AW3477
 AW3477;                    North         East    Units  Estimated Accuracy
 AW3477;SPC TXSC     - 4,213,220.      986,960.      MT  (+/- 180 meters Scaled)
 AW3477
 AW3477                          SUPERSEDED SURVEY CONTROL
 AW3477
 AW3477  NGVD 29 (??/??/92)    3.593  (m)           11.79   (f) ADJ UNCH    1 2
 AW3477
 AW3477.Superseded values are not recommended for survey control.
 AW3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3477.See file dsdata.txt to determine how the superseded data were derived.
 AW3477
 AW3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN064869(NAD 83)
 AW3477_MARKER: DD = SURVEY DISK
 AW3477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3477_STAMPING: 82+00 61 750
 AW3477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3477+STABILITY: SURFACE MOTION
 AW3477
 AW3477  HISTORY     - Date     Condition        Report By
 AW3477  HISTORY     - UNK      MONUMENTED       USE
 AW3477  HISTORY     - 1964     GOOD             NGS
 AW3477
 AW3477                          STATION DESCRIPTION
 AW3477
 AW3477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3477'1.65 MI NW FROM MORGAN POINT.
 AW3477'ABOUT 1.65 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3477'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3477'BANK OF SPILMAN ISLAND, 112 YARDS SOUTHEAST OF A LIVE OAK TREE, ON A
 AW3477'SLIGHT KNOLL, 109 FEET SOUTHWEST OF THE HIGH WATER LINE, 81 FEET
 AW3477'NORTHEAST OF THE CENTER LINE OF A DIRT LEVEE, AND SET IN THE TOP OF A
 AW3477'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0948 ***********************************************************************
 AH0948  DESIGNATION -  82.4
 AH0948  PID         -  AH0948
 AH0948  STATE/COUNTY-  TX/NUECES
 AH0948  USGS QUAD   -  ROBSTOWN (1975)
 AH0948
 AH0948                         *CURRENT SURVEY CONTROL
 AH0948  ___________________________________________________________________
 AH0948* NAD 83(1986)-  27 47 52.     (N)    097 44 02.     (W)     SCALED    
 AH0948* NAVD 88     -        25.162  (meters)      82.55   (feet)  ADJUSTED  
 AH0948  ___________________________________________________________________
 AH0948  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0948  DYNAMIC HT  -          25.123 (meters)      82.42  (feet)  COMP
 AH0948  MODELED GRAV-     979,116.1   (mgal)                       NAVD 88
 AH0948
 AH0948  VERT ORDER  -  FIRST     CLASS II
 AH0948
 AH0948.The horizontal coordinates were scaled from a topographic map and have
 AH0948.an estimated accuracy of +/- 6 seconds.
 AH0948
 AH0948.The orthometric height was determined by differential leveling
 AH0948.and adjusted by the National Geodetic Survey in June 1991..
 AH0948
 AH0948.The geoid height was determined by GEOID03.
 AH0948
 AH0948.The dynamic height is computed by dividing the NAVD 88
 AH0948.geopotential number by the normal gravity value computed on the
 AH0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0948.degrees latitude (g = 980.6199 gals.).
 AH0948
 AH0948.The modeled gravity was interpolated from observed gravity values.
 AH0948
 AH0948;                    North         East    Units  Estimated Accuracy
 AH0948;SPC TX S     - 5,236,350.      375,500.      MT  (+/- 180 meters Scaled)
 AH0948
 AH0948                          SUPERSEDED SURVEY CONTROL
 AH0948
 AH0948  NGVD 29 (??/??/92)   25.291  (m)           82.98   (f) ADJ UNCH    1 2
 AH0948
 AH0948.Superseded values are not recommended for survey control.
 AH0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0948.See file dsdata.txt to determine how the superseded data were derived.
 AH0948
 AH0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR247754(NAD 83)
 AH0948_MARKER: P = PIPE CAP
 AH0948_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH0948_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AH0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0948
 AH0948  HISTORY     - Date     Condition        Report By
 AH0948  HISTORY     - UNK      MONUMENTED       USGS
 AH0948  HISTORY     - 1951     GOOD             NGS
 AH0948  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0948
 AH0948                          STATION DESCRIPTION
 AH0948
 AH0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0948'4.5 MI W FROM ROBSTOWN.
 AH0948'4.5 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE ST. LOUIS,
 AH0948'BROWNSVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, 87.2 FEET SOUTH
 AH0948'OF MILEPOST 141, 43.1 FEET SOUTH OF THE SOUTH RAIL, 30 FEET WEST OF
 AH0948'THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 4 FEET NORTH OF A FENCE,
 AH0948'A CAP ON THE TOP OF A 1 1/2 INCH IRON PIPE WHICH PROJECTS 0.6 FOOT
 AH0948'ABOVE THE GROUND.
 AH0948
 AH0948                          STATION RECOVERY (2001)
 AH0948
 AH0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0948'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0875 ***********************************************************************
 DN0875  DESIGNATION -  824
 DN0875  PID         -  DN0875
 DN0875  STATE/COUNTY-  TX/MONTAGUE
 DN0875  USGS QUAD   -  BELCHERVILLE (1967)
 DN0875
 DN0875                         *CURRENT SURVEY CONTROL
 DN0875  ___________________________________________________________________
 DN0875* NAD 83(1986)-  33 48 58.     (N)    097 52 28.     (W)     SCALED    
 DN0875* NAVD 88     -       251.441  (meters)     824.94   (feet)  ADJUSTED  
 DN0875  ___________________________________________________________________
 DN0875  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DN0875  DYNAMIC HT  -         251.168 (meters)     824.04  (feet)  COMP
 DN0875  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 DN0875
 DN0875  VERT ORDER  -  SECOND    CLASS 0
 DN0875
 DN0875.The horizontal coordinates were scaled from a topographic map and have
 DN0875.an estimated accuracy of +/- 6 seconds.
 DN0875
 DN0875.The orthometric height was determined by differential leveling
 DN0875.and adjusted by the National Geodetic Survey in June 1991..
 DN0875
 DN0875.The geoid height was determined by GEOID03.
 DN0875
 DN0875.The dynamic height is computed by dividing the NAVD 88
 DN0875.geopotential number by the normal gravity value computed on the
 DN0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0875.degrees latitude (g = 980.6199 gals.).
 DN0875
 DN0875.The modeled gravity was interpolated from observed gravity values.
 DN0875
 DN0875;                    North         East    Units  Estimated Accuracy
 DN0875;SPC TXNC     - 2,238,530.      657,910.      MT  (+/- 180 meters Scaled)
 DN0875
 DN0875                          SUPERSEDED SURVEY CONTROL
 DN0875
 DN0875  NGVD 29 (??/??/92)  251.35   (m)          824.6    (f) COMPUTED    2 0
 DN0875
 DN0875.Superseded values are not recommended for survey control.
 DN0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0875.See file dsdata.txt to determine how the superseded data were derived.
 DN0875
 DN0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC041423(NAD 83)
 DN0875_MARKER: P = PIPE CAP
 DN0875_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0875_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0875_STAMPING: 824 GAINV 2
 DN0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0875
 DN0875  HISTORY     - Date     Condition        Report By
 DN0875  HISTORY     - UNK      MONUMENTED       CGS
 DN0875  HISTORY     - 1950     GOOD             NGS
 DN0875  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0875
 DN0875                          STATION DESCRIPTION
 DN0875
 DN0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0875'2.8 MI NW FROM BELCHERVILLE.
 DN0875'ABOUT 2.8 MILES NORTHWEST ALONG THE M.K. AND T. RAILROAD, FROM THE
 DN0875'DEPOT AT BELCHERVILLE, MONTAGUE COUNTY, ABOUT 150 FEET EAST OF M.P.
 DN0875'752, ALONG THE WEST SLOPE OF THE RIDGE LYING BETWEEN THE TRACKS AND
 DN0875'THE DIRT ROAD.  IT IS 50 FEET NORTH OF THE CENTERLINE OF THE TRACKS
 DN0875'AND 100 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, AND 1/2 MILE
 DN0875'EAST OF A STEEL BRIDGE.  IT IS IN THE OLD RIGHT-OF-WAY FENCE LINE AND
 DN0875'PROJECTS ABOUT 4 INCHES.
 DN0875
 DN0875                          STATION RECOVERY (1996)
 DN0875
 DN0875'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2490 ***********************************************************************
 CS2490  DESIGNATION -  8240 C OF FW
 CS2490  PID         -  CS2490
 CS2490  STATE/COUNTY-  TX/TARRANT
 CS2490  USGS QUAD   -  FORT WORTH (1981)
 CS2490
 CS2490                         *CURRENT SURVEY CONTROL
 CS2490  ___________________________________________________________________
 CS2490* NAD 83(1986)-  32 41 04.     (N)    097 19 14.     (W)     SCALED    
 CS2490* NAVD 88     -       206.847  (meters)     678.63   (feet)  ADJUSTED  
 CS2490  ___________________________________________________________________
 CS2490  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CS2490  DYNAMIC HT  -         206.604 (meters)     677.83  (feet)  COMP
 CS2490  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 CS2490
 CS2490  VERT ORDER  -  FIRST     CLASS II
 CS2490
 CS2490.The horizontal coordinates were scaled from a topographic map and have
 CS2490.an estimated accuracy of +/- 6 seconds.
 CS2490
 CS2490.The orthometric height was determined by differential leveling
 CS2490.and adjusted by the National Geodetic Survey in June 1991..
 CS2490
 CS2490.The geoid height was determined by GEOID03.
 CS2490
 CS2490.The dynamic height is computed by dividing the NAVD 88
 CS2490.geopotential number by the normal gravity value computed on the
 CS2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2490.degrees latitude (g = 980.6199 gals.).
 CS2490
 CS2490.The modeled gravity was interpolated from observed gravity values.
 CS2490
 CS2490;                    North         East    Units  Estimated Accuracy
 CS2490;SPC TXNC     - 2,113,480.      710,600.      MT  (+/- 180 meters Scaled)
 CS2490
 CS2490                          SUPERSEDED SURVEY CONTROL
 CS2490
 CS2490.No superseded survey control is available for this station.
 CS2490
 CS2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB574175(NAD 83)
 CS2490_MARKER: DB = BENCH MARK DISK
 CS2490_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2490_SP_SET: ABUTMENT
 CS2490_STAMPING: 8240
 CS2490_MARK LOGO: TX2450
 CS2490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2490
 CS2490  HISTORY     - Date     Condition        Report By
 CS2490  HISTORY     - UNK      MONUMENTED       TX2450
 CS2490  HISTORY     - 1983     GOOD             NGS
 CS2490  HISTORY     - 1989     GOOD             USPSQD
 CS2490  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2490  HISTORY     - 20010201 GOOD             USPSQD
 CS2490
 CS2490                          STATION DESCRIPTION
 CS2490
 CS2490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2490'IN FORT WORTH.
 CS2490'IN FORT WORTH, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND EAST
 CS2490'SEMINARY DRIVE, IN TOP OF AND 0.6 METER (2.0 FT) SOUTH OF THE NORTH
 CS2490'END OF THE WEST CONCRETE ABUTMENT OF THE DRIVE OVERPASS, 26.8 METERS
 CS2490'(87.9 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 CS2490'HIGHWAY AND 23.0 METERS (75.5 FT) NORTH OF THE CENTERLINE OF THE WEST
 CS2490'BOUND LANES OF THE DRIVE.
 CS2490'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 CS2490
 CS2490                          STATION RECOVERY (1989)
 CS2490
 CS2490'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLO)
 CS2490'RECOVERED IN GOOD CONDITION.
 CS2490
 CS2490                          STATION RECOVERY (1996)
 CS2490
 CS2490'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2490'MARK NOT FOUND.
 CS2490
 CS2490                          STATION RECOVERY (2001)
 CS2490
 CS2490'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2491 ***********************************************************************
 CS2491  DESIGNATION -  8241 C OF FW
 CS2491  PID         -  CS2491
 CS2491  STATE/COUNTY-  TX/TARRANT
 CS2491  USGS QUAD   -  FORT WORTH (1981)
 CS2491
 CS2491                         *CURRENT SURVEY CONTROL
 CS2491  ___________________________________________________________________
 CS2491* NAD 83(1986)-  32 41 48.     (N)    097 19 14.     (W)     SCALED    
 CS2491* NAVD 88     -       204.981  (meters)     672.51   (feet)  ADJUSTED  
 CS2491  ___________________________________________________________________
 CS2491  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS2491  DYNAMIC HT  -         204.740 (meters)     671.72  (feet)  COMP
 CS2491  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 CS2491
 CS2491  VERT ORDER  -  FIRST     CLASS II
 CS2491
 CS2491.The horizontal coordinates were scaled from a topographic map and have
 CS2491.an estimated accuracy of +/- 6 seconds.
 CS2491
 CS2491.The orthometric height was determined by differential leveling
 CS2491.and adjusted by the National Geodetic Survey in June 1991..
 CS2491
 CS2491.The geoid height was determined by GEOID03.
 CS2491
 CS2491.The dynamic height is computed by dividing the NAVD 88
 CS2491.geopotential number by the normal gravity value computed on the
 CS2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2491.degrees latitude (g = 980.6199 gals.).
 CS2491
 CS2491.The modeled gravity was interpolated from observed gravity values.
 CS2491
 CS2491;                    North         East    Units  Estimated Accuracy
 CS2491;SPC TXNC     - 2,114,840.      710,580.      MT  (+/- 180 meters Scaled)
 CS2491
 CS2491                          SUPERSEDED SURVEY CONTROL
 CS2491
 CS2491.No superseded survey control is available for this station.
 CS2491
 CS2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB574189(NAD 83)
 CS2491_MARKER: DB = BENCH MARK DISK
 CS2491_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2491_SP_SET: ABUTMENT
 CS2491_STAMPING: 8241
 CS2491_MARK LOGO: TX2450
 CS2491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2491
 CS2491  HISTORY     - Date     Condition        Report By
 CS2491  HISTORY     - UNK      MONUMENTED       TX2450
 CS2491  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 CS2491  HISTORY     - 1983     GOOD             NGS
 CS2491  HISTORY     - 19960921 GOOD             USPSQD
 CS2491  HISTORY     - 20010201 GOOD             USPSQD
 CS2491
 CS2491                          STATION DESCRIPTION
 CS2491
 CS2491'DESCRIBED BY US POWER SQUADRON 1983 (JLO)
 CS2491'MARK NOT FOUND.
 CS2491
 CS2491                          STATION RECOVERY (1983)
 CS2491
 CS2491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2491'IN FORT WORTH.
 CS2491'IN FORT WORTH, AT THE INTERSECTION OF EAST RIPLY STREET AND U.S.
 CS2491'HIGHWAY 81, IN TOP OF AND 1.9 METERS (6.2 FT) SOUTH OF THE NORTH END
 CS2491'OF THE WEST CONCREET ABUTMENT OF THE STREET OVERPASS, 17.2 METERS
 CS2491'(56.4 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 CS2491'HIGHWAY AND 7.6 METERS (24.9 FT) NORTH OF THE CENTERLINE OF THE
 CS2491'STREET.
 CS2491'THE MARK IS 0.1 M ABOVE THE STREET.
 CS2491
 CS2491                          STATION RECOVERY (1996)
 CS2491
 CS2491'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2491'RECOVERED IN GOOD CONDITION.
 CS2491
 CS2491                          STATION RECOVERY (2001)
 CS2491
 CS2491'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2489 ***********************************************************************
 CS2489  DESIGNATION -  8242 C OF FW
 CS2489  PID         -  CS2489
 CS2489  STATE/COUNTY-  TX/TARRANT
 CS2489  USGS QUAD   -  FORT WORTH (1981)
 CS2489
 CS2489                         *CURRENT SURVEY CONTROL
 CS2489  ___________________________________________________________________
 CS2489* NAD 83(1986)-  32 40 35.     (N)    097 19 14.     (W)     SCALED    
 CS2489* NAVD 88     -       204.885  (meters)     672.19   (feet)  ADJUSTED  
 CS2489  ___________________________________________________________________
 CS2489  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS2489  DYNAMIC HT  -         204.644 (meters)     671.40  (feet)  COMP
 CS2489  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 CS2489
 CS2489  VERT ORDER  -  FIRST     CLASS II
 CS2489
 CS2489.The horizontal coordinates were scaled from a topographic map and have
 CS2489.an estimated accuracy of +/- 6 seconds.
 CS2489
 CS2489.The orthometric height was determined by differential leveling
 CS2489.and adjusted by the National Geodetic Survey in June 1991..
 CS2489
 CS2489.The geoid height was determined by GEOID03.
 CS2489
 CS2489.The dynamic height is computed by dividing the NAVD 88
 CS2489.geopotential number by the normal gravity value computed on the
 CS2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2489.degrees latitude (g = 980.6199 gals.).
 CS2489
 CS2489.The modeled gravity was interpolated from observed gravity values.
 CS2489
 CS2489;                    North         East    Units  Estimated Accuracy
 CS2489;SPC TXNC     - 2,112,590.      710,610.      MT  (+/- 180 meters Scaled)
 CS2489
 CS2489                          SUPERSEDED SURVEY CONTROL
 CS2489
 CS2489.No superseded survey control is available for this station.
 CS2489
 CS2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB574166(NAD 83)
 CS2489_MARKER: DB = BENCH MARK DISK
 CS2489_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2489_SP_SET: ABUTMENT
 CS2489_STAMPING: 8242
 CS2489_MARK LOGO: TX2450
 CS2489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2489
 CS2489  HISTORY     - Date     Condition        Report By
 CS2489  HISTORY     - UNK      MONUMENTED       TX2450
 CS2489  HISTORY     - 1983     GOOD             NGS
 CS2489  HISTORY     - 19960921 GOOD             USPSQD
 CS2489  HISTORY     - 20010201 GOOD             USPSQD
 CS2489
 CS2489                          STATION DESCRIPTION
 CS2489
 CS2489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2489'IN FORT WORTH.
 CS2489'IN FORT WORTH, AT THE INTERSECTION OF U.S. HIGHWAY 81 AND FELIX
 CS2489'STREET, IN TOP OF AND 2.1 METERS (6.9 FT) SOUTH OF THE NORTH END OF
 CS2489'THE WEST CONCRETE ABUTMENT OF THE STREET OVERPASS, 21.6 METERS
 CS2489'(70.9 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 CS2489'HIGHWAY AND 10.5 METERS (34.4 FT) NORTH OF THE CENTER OF THE STREET.
 CS2489'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CS2489
 CS2489                          STATION RECOVERY (1996)
 CS2489
 CS2489'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2489'RECOVERED IN GOOD CONDITION.
 CS2489
 CS2489                          STATION RECOVERY (2001)
 CS2489
 CS2489'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3022 ***********************************************************************
 AW3022  DESIGNATION -  82+54.4
 AW3022  PID         -  AW3022
 AW3022  STATE/COUNTY-  TX/HARRIS
 AW3022  USGS QUAD   -  MORGANS POINT (1993)
 AW3022
 AW3022                         *CURRENT SURVEY CONTROL
 AW3022  ___________________________________________________________________
 AW3022* NAD 83(1986)-  29 42 01.     (N)    094 59 53.     (W)     SCALED    
 AW3022* NAVD 88     -         0.78   (+/-2cm)       2.6    (feet)  VERTCON   
 AW3022  ___________________________________________________________________
 AW3022  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3022
 AW3022  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3022
 AW3022.The horizontal coordinates were scaled from a topographic map and have
 AW3022.an estimated accuracy of +/- 6 seconds.
 AW3022
 AW3022.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3022.The vertical order pertains to the NGVD 29 superseded value.
 AW3022
 AW3022.The geoid height was determined by GEOID03.
 AW3022
 AW3022;                    North         East    Units  Estimated Accuracy
 AW3022;SPC TXSC     - 4,213,530.      987,170.      MT  (+/- 180 meters Scaled)
 AW3022
 AW3022                          SUPERSEDED SURVEY CONTROL
 AW3022
 AW3022  NGVD 29 (??/??/92)    0.77   (m)            2.5    (f) COMPUTED    1 2
 AW3022
 AW3022.Superseded values are not recommended for survey control.
 AW3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3022.See file dsdata.txt to determine how the superseded data were derived.
 AW3022
 AW3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN066872(NAD 83)
 AW3022_MARKER: DD = SURVEY DISK
 AW3022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3022_SP_SET: TILE
 AW3022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3022
 AW3022  HISTORY     - Date     Condition        Report By
 AW3022  HISTORY     - UNK      MONUMENTED       USE
 AW3022  HISTORY     - 1937     GOOD             NGS
 AW3022
 AW3022                          STATION DESCRIPTION
 AW3022
 AW3022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 AW3022'1.5 MI NW FROM MORGANS POINT.
 AW3022'1.5 MILES NW OF THE N FERRY LANDING AT MORGANS POINT.  ON HOG ISLAND.
 AW3022'THE MARK IS THE USE 685 FOOT REFERENCE MARK 1928, IT IS A STANDARD USE
 AW3022'TABLET SET IN THE TOP OF A 10 INCH TILE FILLED WITH CONCRETE AND
 AW3022'SURROUNDED WITH CONCRETE.  WITH THE TOP FLUSH WITH THE GROUND AND 600,
 AW3022'82+54.4 CAST IN THE OUTSIDE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2252 ***********************************************************************
 CS2252  DESIGNATION -  826.7
 CS2252  PID         -  CS2252
 CS2252  STATE/COUNTY-  TX/BOSQUE
 CS2252  USGS QUAD   -  WALNUT SPRINGS WEST (1966)
 CS2252
 CS2252                         *CURRENT SURVEY CONTROL
 CS2252  ___________________________________________________________________
 CS2252* NAD 83(1986)-  32 00 54.     (N)    097 47 18.     (W)     SCALED    
 CS2252* NAVD 88     -       252.011  (meters)     826.81   (feet)  ADJUSTED  
 CS2252  ___________________________________________________________________
 CS2252  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CS2252  DYNAMIC HT  -         251.696 (meters)     825.77  (feet)  COMP
 CS2252  MODELED GRAV-     979,384.4   (mgal)                       NAVD 88
 CS2252
 CS2252  VERT ORDER  -  SECOND    CLASS 0
 CS2252
 CS2252.The horizontal coordinates were scaled from a topographic map and have
 CS2252.an estimated accuracy of +/- 6 seconds.
 CS2252
 CS2252.The orthometric height was determined by differential leveling
 CS2252.and adjusted by the National Geodetic Survey in June 1991..
 CS2252
 CS2252.The geoid height was determined by GEOID03.
 CS2252
 CS2252.The dynamic height is computed by dividing the NAVD 88
 CS2252.geopotential number by the normal gravity value computed on the
 CS2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2252.degrees latitude (g = 980.6199 gals.).
 CS2252
 CS2252.The modeled gravity was interpolated from observed gravity values.
 CS2252
 CS2252;                    North         East    Units  Estimated Accuracy
 CS2252;SPC TX C     - 3,263,090.      940,430.      MT  (+/- 180 meters Scaled)
 CS2252
 CS2252                          SUPERSEDED SURVEY CONTROL
 CS2252
 CS2252  NGVD 29 (??/??/92)  251.959  (m)          826.64   (f) ADJ UNCH    2 0
 CS2252
 CS2252.Superseded values are not recommended for survey control.
 CS2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2252.See file dsdata.txt to determine how the superseded data were derived.
 CS2252
 CS2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA144427(NAD 83)
 CS2252_MARKER: DD = SURVEY DISK
 CS2252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2252_SP_SET: BRIDGE
 CS2252_STAMPING: 826.635
 CS2252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2252
 CS2252  HISTORY     - Date     Condition        Report By
 CS2252  HISTORY     - UNK      MONUMENTED       MKTRR
 CS2252  HISTORY     - 1954     GOOD             NGS
 CS2252  HISTORY     - 20010317 GOOD             USPSQD
 CS2252
 CS2252                          STATION DESCRIPTION
 CS2252
 CS2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CS2252'04.4 MI SW FROM WALNUT SPRINGS.
 CS2252'ABOUT 04.4 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 CS2252'FROM WALNUT SPRINGS, BOSQUE COUNTY, AT BRIDGE 67.6 WHICH IS ABOUT 1/4
 CS2252'MILE SOUTH OF HIGHWAY 274, AND IN THE TOP OF THE NORTHEAST PIER.  AN
 CS2252'M.K.T.R.R. STANDARD DISK STAMPED 826.635.  NOTE-- THIS BRIDGE NUMBER
 CS2252'IS BASED ON THE ORIGINAL MILEAGE.  IT WILL BE CHANGED WHEN THE ROUTE
 CS2252'AROUND LAKE WHITNEY IS COMPLETED.
 CS2252
 CS2252                          STATION RECOVERY (2001)
 CS2252
 CS2252'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 CS2252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0390 ***********************************************************************
 CE0390  DESIGNATION -  83
 CE0390  PID         -  CE0390
 CE0390  STATE/COUNTY-  TX/EL PASO
 CE0390  USGS QUAD   -  EL PASO (1997)
 CE0390
 CE0390                         *CURRENT SURVEY CONTROL
 CE0390  ___________________________________________________________________
 CE0390* NAD 83(1986)-  31 46 42.     (N)    106 27 02.     (W)     SCALED    
 CE0390* NAVD 88     -      1138.424  (meters)    3734.98   (feet)  ADJUSTED  
 CE0390  ___________________________________________________________________
 CE0390  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0390  DYNAMIC HT  -        1136.699 (meters)    3729.32  (feet)  COMP
 CE0390  MODELED GRAV-     979,085.5   (mgal)                       NAVD 88
 CE0390
 CE0390  VERT ORDER  -  FIRST     CLASS I
 CE0390
 CE0390.The horizontal coordinates were scaled from a topographic map and have
 CE0390.an estimated accuracy of +/- 6 seconds.
 CE0390
 CE0390.The orthometric height was determined by differential leveling
 CE0390.and adjusted by the National Geodetic Survey in November 1996..
 CE0390
 CE0390.The geoid height was determined by GEOID03.
 CE0390
 CE0390.The dynamic height is computed by dividing the NAVD 88
 CE0390.geopotential number by the normal gravity value computed on the
 CE0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0390.degrees latitude (g = 980.6199 gals.).
 CE0390
 CE0390.The modeled gravity was interpolated from observed gravity values.
 CE0390
 CE0390;                    North         East    Units  Estimated Accuracy
 CE0390;SPC TX C     - 3,250,030.      120,890.      MT  (+/- 180 meters Scaled)
 CE0390
 CE0390                          SUPERSEDED SURVEY CONTROL
 CE0390
 CE0390  NAVD 88 (06/15/91) 1138.460  (m)         3735.10   (f) UNKNOWN     1 1
 CE0390
 CE0390.Superseded values are not recommended for survey control.
 CE0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0390.See file dsdata.txt to determine how the superseded data were derived.
 CE0390
 CE0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR626167(NAD 83)
 CE0390_MARKER: DD = SURVEY DISK
 CE0390_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CE0390_SP_SET: PARAPET
 CE0390_STAMPING: BM 83
 CE0390_MARK LOGO: TXHD  
 CE0390_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0390+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0390
 CE0390  HISTORY     - Date     Condition        Report By
 CE0390  HISTORY     - UNK      MONUMENTED       TXHD
 CE0390  HISTORY     - 1981     GOOD             NGS
 CE0390  HISTORY     - 19921117 GOOD             NGS
 CE0390
 CE0390                          STATION DESCRIPTION
 CE0390
 CE0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0390'IN EL PASO.
 CE0390'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 CE0390'IN EL PASO, AT THE JUNCTION OF COPIA STREET AND INTERSTATE HIGHWAY
 CE0390'10, IN TOP OF AND 0.2 METER (0.6 FT) WEST OF THE EAST END OF THE
 CE0390'NORTHEAST CONCRETE GUARDRAIL OF THE WEST BOUND LANES OF THE HIGHWAY
 CE0390'OVERPASS, 26.5 METERS (87.0 FT) EAST OF THE CENTERLINE OF THE
 CE0390'STREET AND 15.2 METERS (50.0 FT) NORTH OF THE CENTERLINE OF THE
 CE0390'HIGHWAY.
 CE0390
 CE0390                          STATION RECOVERY (1992)
 CE0390
 CE0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0390'IN EL PASO, AT THE INTERSECTION OF COPIA STREET AND INTERSTATE HIGHWAY
 CE0390'10, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF THE NORTH
 CE0390'CONCRETE ABUTMENT PARAPET OF THE HIGHWAY OVERPASS OF THE STREET, 26.5
 CE0390'M (86.9 FT) EAST OF THE STREET CENTERLINE, 15.2 M (49.9 FT) NORTH OF
 CE0390'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 0.7 M
 CE0390'(2.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0059 ***********************************************************************
 DO0059  DESIGNATION -  83
 DO0059  PID         -  DO0059
 DO0059  STATE/COUNTY-  TX/CLAY
 DO0059  USGS QUAD   -  BELLEVUE (1968)
 DO0059
 DO0059                         *CURRENT SURVEY CONTROL
 DO0059  ___________________________________________________________________
 DO0059* NAD 83(1986)-  33 40 05.     (N)    098 03 43.     (W)     SCALED    
 DO0059* NAVD 88     -       284.362  (meters)     932.94   (feet)  ADJUSTED  
 DO0059  ___________________________________________________________________
 DO0059  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DO0059  DYNAMIC HT  -         284.046 (meters)     931.91  (feet)  COMP
 DO0059  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 DO0059
 DO0059  VERT ORDER  -  FIRST     CLASS II
 DO0059
 DO0059.The horizontal coordinates were scaled from a topographic map and have
 DO0059.an estimated accuracy of +/- 6 seconds.
 DO0059
 DO0059.The orthometric height was determined by differential leveling
 DO0059.and adjusted by the National Geodetic Survey in June 1991..
 DO0059
 DO0059.The geoid height was determined by GEOID03.
 DO0059
 DO0059.The dynamic height is computed by dividing the NAVD 88
 DO0059.geopotential number by the normal gravity value computed on the
 DO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0059.degrees latitude (g = 980.6199 gals.).
 DO0059
 DO0059.The modeled gravity was interpolated from observed gravity values.
 DO0059
 DO0059;                    North         East    Units  Estimated Accuracy
 DO0059;SPC TXNC     - 2,222,020.      640,620.      MT  (+/- 180 meters Scaled)
 DO0059
 DO0059                          SUPERSEDED SURVEY CONTROL
 DO0059
 DO0059  NGVD 29 (??/??/92)  284.302  (m)          932.75   (f) ADJ UNCH    1 2
 DO0059
 DO0059.Superseded values are not recommended for survey control.
 DO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0059.See file dsdata.txt to determine how the superseded data were derived.
 DO0059
 DO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC869257(NAD 83)
 DO0059_MARKER: Z = SEE DESCRIPTION
 DO0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0059_SP_SET: MILEPOST
 DO0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0059
 DO0059  HISTORY     - Date     Condition        Report By
 DO0059  HISTORY     - UNK      MONUMENTED       BNRR
 DO0059  HISTORY     - 1950     GOOD             NGS
 DO0059
 DO0059                          STATION DESCRIPTION
 DO0059
 DO0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0059'3.6 MI NW FROM BELLEVUE.
 DO0059'3.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0059'BELLEVUE, CLAY COUNTY, AND ON THE TOP OF MILEPOST 83.  THE TOP OF THE
 DO0059'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0954 ***********************************************************************
 AH0954  DESIGNATION -  83
 AH0954  PID         -  AH0954
 AH0954  STATE/COUNTY-  TX/NUECES
 AH0954  USGS QUAD   -  BANQUETE (1979)
 AH0954
 AH0954                         *CURRENT SURVEY CONTROL
 AH0954  ___________________________________________________________________
 AH0954* NAD 83(1986)-  27 48 05.     (N)    097 45 59.     (W)     SCALED    
 AH0954* NAVD 88     -        24.210  (meters)      79.43   (feet)  ADJUSTED  
 AH0954  ___________________________________________________________________
 AH0954  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH0954  DYNAMIC HT  -          24.173 (meters)      79.31  (feet)  COMP
 AH0954  MODELED GRAV-     979,114.8   (mgal)                       NAVD 88
 AH0954
 AH0954  VERT ORDER  -  FIRST     CLASS II
 AH0954
 AH0954.The horizontal coordinates were scaled from a topographic map and have
 AH0954.an estimated accuracy of +/- 6 seconds.
 AH0954
 AH0954.The orthometric height was determined by differential leveling
 AH0954.and adjusted by the National Geodetic Survey in June 1991..
 AH0954
 AH0954.The geoid height was determined by GEOID03.
 AH0954
 AH0954.The dynamic height is computed by dividing the NAVD 88
 AH0954.geopotential number by the normal gravity value computed on the
 AH0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0954.degrees latitude (g = 980.6199 gals.).
 AH0954
 AH0954.The modeled gravity was interpolated from observed gravity values.
 AH0954
 AH0954;                    North         East    Units  Estimated Accuracy
 AH0954;SPC TX S     - 5,236,730.      372,290.      MT  (+/- 180 meters Scaled)
 AH0954
 AH0954                          SUPERSEDED SURVEY CONTROL
 AH0954
 AH0954  NGVD 29 (??/??/92)   24.339  (m)           79.85   (f) ADJ UNCH    1 2
 AH0954
 AH0954.Superseded values are not recommended for survey control.
 AH0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0954.See file dsdata.txt to determine how the superseded data were derived.
 AH0954
 AH0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR215758(NAD 83)
 AH0954_MARKER: P = PIPE CAP
 AH0954_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH0954_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AH0954_STAMPING: 83 1920
 AH0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0954
 AH0954  HISTORY     - Date     Condition        Report By
 AH0954  HISTORY     - 1920     MONUMENTED       USGS
 AH0954  HISTORY     - 1951     GOOD             NGS
 AH0954  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0954
 AH0954                          STATION DESCRIPTION
 AH0954
 AH0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0954'2.0 MI E FROM BANQUETE.
 AH0954'2.0 MILES EAST ALONG THE TEXAS AND MEXICAN RAILWAY FROM THE STATION AT
 AH0954'BANQUETE, AT A ROAD CROSSING, 119.8 FEET SOUTHWEST OF AND ACROSS THE
 AH0954'TRACK FROM MILEPOST 139, 46.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 AH0954'TRACK, 22 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 5.0 FEET
 AH0954'EAST OF A REFERENCE POST, 0.3 FOOT NORTH OF A FENCE, AND RIVETED ON
 AH0954'TOP OF A 3-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
 AH0954
 AH0954                          STATION RECOVERY (2001)
 AH0954
 AH0954'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 AH0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0144 ***********************************************************************
 BL0144  DESIGNATION -  830
 BL0144  PID         -  BL0144
 BL0144  STATE/COUNTY-  TX/TYLER
 BL0144  USGS QUAD   -  PACE HILL (1984)
 BL0144
 BL0144                         *CURRENT SURVEY CONTROL
 BL0144  ___________________________________________________________________
 BL0144* NAD 83(1986)-  30 54 26.     (N)    094 14 35.     (W)     SCALED    
 BL0144* NAVD 88     -        35.61   (+/-2cm)     116.8    (feet)  VERTCON   
 BL0144  ___________________________________________________________________
 BL0144  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BL0144
 BL0144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0144
 BL0144.The horizontal coordinates were scaled from a topographic map and have
 BL0144.an estimated accuracy of +/- 6 seconds.
 BL0144
 BL0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0144.The vertical order pertains to the NGVD 29 superseded value.
 BL0144
 BL0144.The geoid height was determined by GEOID03.
 BL0144
 BL0144;                    North         East    Units  Estimated Accuracy
 BL0144;SPC TX C     - 3,153,450.    1,281,850.      MT  (+/- 180 meters Scaled)
 BL0144
 BL0144                          SUPERSEDED SURVEY CONTROL
 BL0144
 BL0144  NGVD 29 (??/??/92)   35.618  (m)          116.86   (f) ADJ UNCH    2 0
 BL0144
 BL0144.Superseded values are not recommended for survey control.
 BL0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0144.See file dsdata.txt to determine how the superseded data were derived.
 BL0144
 BL0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ812199(NAD 83)
 BL0144_MARKER: DB = BENCH MARK DISK
 BL0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0144_STAMPING: 830
 BL0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0144+STABILITY: SURFACE MOTION
 BL0144
 BL0144  HISTORY     - Date     Condition        Report By
 BL0144  HISTORY     - UNK      MONUMENTED       CGS
 BL0144  HISTORY     - 1949     GOOD             NGS
 BL0144
 BL0144                          STATION DESCRIPTION
 BL0144
 BL0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0144'11.1 MI NW FROM TOWN BLUFF.
 BL0144'5.2 MILES NORTHWEST ALONG FARM ROAD NO. 92 FROM THE JUNCTION OF NO. 92
 BL0144'AND OLD STATE HIGHWAY NO. 45 AT TOWN BLUFF, THENCE 0.8 MILE WEST ALONG
 BL0144'U. S. HIGHWAY NO. 190, THENCE 5.1 MILES NORTHWEST ALONG A DIRT ROAD,
 BL0144'AT AN OLD SAWMILL SITE, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 BL0144'LEADING WEST AND NORTH, 216.0 FEET SOUTHWEST OF THE WEST CORNER OF THE
 BL0144'R. M. GRIMES FARMHOUSE, 58.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BL0144'ROAD, 21.0 FEET NORTH OF A POINT ON THE PROJECTED CENTER LINE OF THE
 BL0144'WEST TANGENT, 4.0 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP
 BL0144'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6450 ***********************************************************************
 AW6450  DESIGNATION -  833 00 400L USE 1948
 AW6450  PID         -  AW6450
 AW6450  STATE/COUNTY-  TX/HARRIS
 AW6450  USGS QUAD   -  PASADENA (1995)
 AW6450
 AW6450                         *CURRENT SURVEY CONTROL
 AW6450  ___________________________________________________________________
 AW6450* NAD 83(1993)-  29 44 53.00706(N)    095 10 24.98345(W)     ADJUSTED  
 AW6450* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AW6450  ___________________________________________________________________
 AW6450  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW6450  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6450
 AW6450  HORZ ORDER  -  THIRD
 AW6450
 AW6450.The horizontal coordinates were established by classical geodetic methods
 AW6450.and adjusted by the National Geodetic Survey in February 1996..
 AW6450
 AW6450.The orthometric height was scaled from a topographic map.
 AW6450
 AW6450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6450
 AW6450.The geoid height was determined by GEOID03.
 AW6450
 AW6450;                    North         East     Units Scale Factor Converg.
 AW6450;SPC TXSC     - 4,218,257.306   970,016.426   MT  0.99988915   +1 52 28.6
 AW6450;SPC TXSC     -13,839,399.18  3,182,462.22   sFT  0.99988915   +1 52 28.6
 AW6450;UTM  15      - 3,292,847.515   289,807.387   MT  1.00014515   -1 04 44.1
 AW6450
 AW6450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6450!SPC TXSC     -   1.00000380  x   0.99988915  =   0.99989295
 AW6450!UTM  15      -   1.00000380  x   1.00014515  =   1.00014895
 AW6450
 AW6450:                Primary Azimuth Mark                     Grid Az
 AW6450:SPC TXSC     -  811 67.16 400L USE 1948                  102 09 42.1
 AW6450:UTM  15      -  811 67.16 400L USE 1948                  105 06 54.8
 AW6450
 AW6450|---------------------------------------------------------------------|
 AW6450| PID    Reference Object                     Distance      Geod. Az  |
 AW6450|                                                           dddmmss.s |
 AW6450| AW6456 811 67.16 400L USE 1948             APPROX. 0.7 KM 1040210.7 |
 AW6450| AW6427 838 61.40 400L USE 1955             190.458 METERS 26202     |
 AW6450|---------------------------------------------------------------------|
 AW6450
 AW6450                          SUPERSEDED SURVEY CONTROL
 AW6450
 AW6450  NAD 83(1986)-  29 44 53.02216(N)    095 10 24.96435(W) AD(       ) 3
 AW6450  NAD 27      -  29 44 52.20280(N)    095 10 24.20748(W) AD(       ) 3
 AW6450
 AW6450.Superseded values are not recommended for survey control.
 AW6450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6450.See file dsdata.txt to determine how the superseded data were derived.
 AW6450
 AW6450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8980792848(NAD 83)
 AW6450_MARKER: DD = SURVEY DISK
 AW6450_SETTING: 0 = UNSPECIFIED SETTING
 AW6450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6450
 AW6450  HISTORY     - Date     Condition        Report By
 AW6450  HISTORY     - 1948     MONUMENTED       USE
 AW6450  HISTORY     - 1955     GOOD             CGS
 AW6450
 AW6450                          STATION DESCRIPTION
 AW6450
 AW6450'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6450'LOCATED NEAR THE N SHORE OF THE HOUSTON SHIP CHANNEL, ON
 AW6450'PROPERTY OF THE TODD SHIPYARD CORP., N-NE ACROSS THE CHANNEL
 AW6450'FROM A SHIP BASIN OF THE PHILLIPS CHEMICAL CORP., 2 FT. N
 AW6450'OF THE S EDGE OF A CONCRETE ROAD, APPROXIMATELY 75 FT. W OF
 AW6450'A GATE THAT LEADS THROUGH A CYCLONE FENCE, AND APPROXIMATELY
 AW6450'36 FT. N OF THE MEAN HIGH-WATERLINE.
 AW6450'
 AW6450'A U.S.E. DISK, STAMPED 833+00 400 L AND SET FLUSH WITH THE
 AW6450'CONCRETE ROAD.
 AW6450'
 AW6450'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6450'
 AW6450'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0148 ***********************************************************************
 BL0148  DESIGNATION -  834
 BL0148  PID         -  BL0148
 BL0148  STATE/COUNTY-  TX/TYLER
 BL0148  USGS QUAD   -  BOGGY LAKE (1984)
 BL0148
 BL0148                         *CURRENT SURVEY CONTROL
 BL0148  ___________________________________________________________________
 BL0148* NAD 83(1986)-  30 57 47.     (N)    094 15 22.     (W)     SCALED    
 BL0148* NAVD 88     -        53.48   (+/-2cm)     175.5    (feet)  VERTCON   
 BL0148  ___________________________________________________________________
 BL0148  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0148
 BL0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0148
 BL0148.The horizontal coordinates were scaled from a topographic map and have
 BL0148.an estimated accuracy of +/- 6 seconds.
 BL0148
 BL0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0148.The vertical order pertains to the NGVD 29 superseded value.
 BL0148
 BL0148.The geoid height was determined by GEOID03.
 BL0148
 BL0148;                    North         East    Units  Estimated Accuracy
 BL0148;SPC TX C     - 3,159,570.    1,280,270.      MT  (+/- 180 meters Scaled)
 BL0148
 BL0148                          SUPERSEDED SURVEY CONTROL
 BL0148
 BL0148  NGVD 29 (??/??/92)   53.485  (m)          175.48   (f) ADJ UNCH    2 0
 BL0148
 BL0148.Superseded values are not recommended for survey control.
 BL0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0148.See file dsdata.txt to determine how the superseded data were derived.
 BL0148
 BL0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ800261(NAD 83)
 BL0148_MARKER: DB = BENCH MARK DISK
 BL0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0148_STAMPING: 834
 BL0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0148+STABILITY: SURFACE MOTION
 BL0148
 BL0148  HISTORY     - Date     Condition        Report By
 BL0148  HISTORY     - UNK      MONUMENTED       CGS
 BL0148  HISTORY     - 1949     GOOD             NGS
 BL0148
 BL0148                          STATION DESCRIPTION
 BL0148
 BL0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0148'9.55 MI SE FROM ROCKLAND.
 BL0148'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BL0148'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BL0148'DIRT ROAD, THENCE 6.55 MILES SOUTHEAST ALONG A DIRT ROAD, 78.0 FEET
 BL0148'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE OCCUPIED BY ARTHUR
 BL0148'OWENS, 71.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 11.0 FEET NORTH
 BL0148'OF AN EAST AND WEST FENCE, 9.1 FEET EAST OF A NORTH AND SOUTH FENCE,
 BL0148'1.0 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BL0148'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0131 ***********************************************************************
 BL0131  DESIGNATION -  835
 BL0131  PID         -  BL0131
 BL0131  STATE/COUNTY-  TX/TYLER
 BL0131  USGS QUAD   -  BOGGY LAKE (1984)
 BL0131
 BL0131                         *CURRENT SURVEY CONTROL
 BL0131  ___________________________________________________________________
 BL0131* NAD 83(1986)-  30 58 29.     (N)    094 15 52.     (W)     SCALED    
 BL0131* NAVD 88     -        58.24   (+/-2cm)     191.1    (feet)  VERTCON   
 BL0131  ___________________________________________________________________
 BL0131  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0131
 BL0131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0131
 BL0131.The horizontal coordinates were scaled from a topographic map and have
 BL0131.an estimated accuracy of +/- 6 seconds.
 BL0131
 BL0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0131.The vertical order pertains to the NGVD 29 superseded value.
 BL0131
 BL0131.The geoid height was determined by GEOID03.
 BL0131
 BL0131;                    North         East    Units  Estimated Accuracy
 BL0131;SPC TX C     - 3,160,810.    1,279,400.      MT  (+/- 180 meters Scaled)
 BL0131
 BL0131                          SUPERSEDED SURVEY CONTROL
 BL0131
 BL0131  NGVD 29 (??/??/92)   58.252  (m)          191.12   (f) ADJ UNCH    2 0
 BL0131
 BL0131.Superseded values are not recommended for survey control.
 BL0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0131.See file dsdata.txt to determine how the superseded data were derived.
 BL0131
 BL0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ792274(NAD 83)
 BL0131_MARKER: DB = BENCH MARK DISK
 BL0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0131_STAMPING: 835
 BL0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0131+STABILITY: SURFACE MOTION
 BL0131
 BL0131  HISTORY     - Date     Condition        Report By
 BL0131  HISTORY     - UNK      MONUMENTED       CGS
 BL0131  HISTORY     - 1949     GOOD             NGS
 BL0131
 BL0131                          STATION DESCRIPTION
 BL0131
 BL0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0131'8.4 MI SE FROM ROCKLAND.
 BL0131'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BL0131'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BL0131'DIRT ROAD, THENCE 5.4 MILES SOUTHEAST ALONG A DIRT ROAD, AT A ROAD
 BL0131'JUNCTION, 144 FEET NORTHWEST OF THE CENTER LINE OF A ROAD LEADING
 BL0131'NORTHEAST, 51 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 36 FEET
 BL0131'SOUTH OF THE CENTER LINE OF A SHORT CONNECTING ROAD, 85.5 FEET WEST OF
 BL0131'THE NORTHWEST CORNER OF A CHURCH, 1.2 FEET NORTHWEST OF A WITNESS
 BL0131'POST, SET IN THE TOP OF A CONCRETE POST WHICH  PROJECTS 0.3 FOOT ABOVE
 BL0131'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1957 ***********************************************************************
 BY1957  DESIGNATION -  836
 BY1957  PID         -  BY1957
 BY1957  STATE/COUNTY-  TX/HOUSTON
 BY1957  USGS QUAD   -  SAND RIDGE (1972)
 BY1957
 BY1957                         *CURRENT SURVEY CONTROL
 BY1957  ___________________________________________________________________
 BY1957* NAD 83(1986)-  31 04 55.     (N)    095 42 08.     (W)     SCALED    
 BY1957* NAVD 88     -        49.24   (+/-2cm)     161.5    (feet)  VERTCON   
 BY1957  ___________________________________________________________________
 BY1957  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY1957
 BY1957  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1957
 BY1957.The horizontal coordinates were scaled from a topographic map and have
 BY1957.an estimated accuracy of +/- 6 seconds.
 BY1957
 BY1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1957.The vertical order pertains to the NGVD 29 superseded value.
 BY1957
 BY1957.The geoid height was determined by GEOID03.
 BY1957
 BY1957;                    North         East    Units  Estimated Accuracy
 BY1957;SPC TX C     - 3,166,090.    1,141,730.      MT  (+/- 180 meters Scaled)
 BY1957
 BY1957                          SUPERSEDED SURVEY CONTROL
 BY1957
 BY1957  NGVD 29 (??/??/92)   49.244  (m)          161.56   (f) ADJ UNCH    2 0
 BY1957
 BY1957.Superseded values are not recommended for survey control.
 BY1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1957.See file dsdata.txt to determine how the superseded data were derived.
 BY1957
 BY1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ422418(NAD 83)
 BY1957_MARKER: DD = SURVEY DISK
 BY1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1957_STAMPING: 836 ELEV 161.146
 BY1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1957+STABILITY: SURFACE MOTION
 BY1957
 BY1957  HISTORY     - Date     Condition        Report By
 BY1957  HISTORY     - UNK      MONUMENTED       DOD
 BY1957  HISTORY     - 1947     GOOD             NGS
 BY1957
 BY1957                          STATION DESCRIPTION
 BY1957
 BY1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1957'5.3 MI NE FROM MIDWAY.
 BY1957'IN HOUSTON COUNTY, 5.3 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM
 BY1957'MIDWAY, MADISON COUNTY, 640 YARDS WEST OF THE HIGHWAY FROM THE TRINITY
 BY1957'RIVER BRIDGE, 70 YARDS BACK OF A HIGH BANK ON THE NORTH SIDE OF THE
 BY1957'RIVER, AND ON THE TRINITY RIVER SURVEY.  A CORPS OF ENGINEERS, U.S.
 BY1957'ARMY, STANDARD DISK, STAMPED 836 ELEV 161.146 AND SET IN THE TOP OF A
 BY1957'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1956 ***********************************************************************
 BY1956  DESIGNATION -  837
 BY1956  PID         -  BY1956
 BY1956  STATE/COUNTY-  TX/HOUSTON
 BY1956  USGS QUAD   -  SAND RIDGE (1972)
 BY1956
 BY1956                         *CURRENT SURVEY CONTROL
 BY1956  ___________________________________________________________________
 BY1956* NAD 83(1986)-  31 04 50.     (N)    095 42 01.     (W)     SCALED    
 BY1956* NAVD 88     -        49.12   (+/-2cm)     161.2    (feet)  VERTCON   
 BY1956  ___________________________________________________________________
 BY1956  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY1956
 BY1956  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1956
 BY1956.The horizontal coordinates were scaled from a topographic map and have
 BY1956.an estimated accuracy of +/- 6 seconds.
 BY1956
 BY1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1956.The vertical order pertains to the NGVD 29 superseded value.
 BY1956
 BY1956.The geoid height was determined by GEOID03.
 BY1956
 BY1956;                    North         East    Units  Estimated Accuracy
 BY1956;SPC TX C     - 3,165,940.    1,141,930.      MT  (+/- 180 meters Scaled)
 BY1956
 BY1956                          SUPERSEDED SURVEY CONTROL
 BY1956
 BY1956  NGVD 29 (??/??/92)   49.124  (m)          161.17   (f) ADJ UNCH    2 0
 BY1956
 BY1956.Superseded values are not recommended for survey control.
 BY1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1956.See file dsdata.txt to determine how the superseded data were derived.
 BY1956
 BY1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ423416(NAD 83)
 BY1956_MARKER: DD = SURVEY DISK
 BY1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1956_STAMPING: 837 ELEV 161.450
 BY1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1956+STABILITY: SURFACE MOTION
 BY1956
 BY1956  HISTORY     - Date     Condition        Report By
 BY1956  HISTORY     - UNK      MONUMENTED       DOD
 BY1956  HISTORY     - 1947     GOOD             NGS
 BY1956
 BY1956                          STATION DESCRIPTION
 BY1956
 BY1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1956'5.3 MI NE FROM MIDWAY.
 BY1956'IN HOUSTON COUNTY, 5.3 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM
 BY1956'MIDWAY, MADISON COUNTY, 320 YARDS WEST OF THE HIGHWAY FROM THE TRINITY
 BY1956'RIVER BRIDGE, 100 YARDS NORTH OF THE NORTH BANK OF THE RIVER, AND ON
 BY1956'THE TRINITY RIVER SURVEY.  A CORPS OF ENGINEERS, U.S. ARMY STANDARD
 BY1956'DISK, STAMPED 837 ELEV 161.450 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6427 ***********************************************************************
 AW6427  DESIGNATION -  838 61.40 400L USE 1955
 AW6427  PID         -  AW6427
 AW6427  STATE/COUNTY-  TX/HARRIS
 AW6427  USGS QUAD   -  PASADENA (1995)
 AW6427
 AW6427                         *CURRENT SURVEY CONTROL
 AW6427  ___________________________________________________________________
 AW6427* NAD 83(1993)-  29 44 52.14993(N)    095 10 32.00339(W)     ADJUSTED  
 AW6427* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6427  ___________________________________________________________________
 AW6427  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW6427  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6427
 AW6427  HORZ ORDER  -  THIRD
 AW6427
 AW6427.The horizontal coordinates were established by classical geodetic methods
 AW6427.and adjusted by the National Geodetic Survey in February 1996..
 AW6427
 AW6427.The orthometric height was scaled from a topographic map.
 AW6427
 AW6427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6427
 AW6427.The geoid height was determined by GEOID03.
 AW6427
 AW6427;                    North         East     Units Scale Factor Converg.
 AW6427;SPC TXSC     - 4,218,224.763   969,828.790   MT  0.99988912   +1 52 25.1
 AW6427;SPC TXSC     -13,839,292.41  3,181,846.62   sFT  0.99988912   +1 52 25.1
 AW6427;UTM  15      - 3,292,824.678   289,618.276   MT  1.00014613   -1 04 47.5
 AW6427
 AW6427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6427!SPC TXSC     -   1.00000395  x   0.99988912  =   0.99989307
 AW6427!UTM  15      -   1.00000395  x   1.00014613  =   1.00015009
 AW6427
 AW6427|---------------------------------------------------------------------|
 AW6427| PID    Reference Object                     Distance      Geod. Az  |
 AW6427|                                                           dddmmss.s |
 AW6427| AW6450 833 00 400L USE 1948                190.458 METERS 08202     |
 AW6427| AW6491 850 12.99 350L USE ECC              351.293 METERS 25458     |
 AW6427|---------------------------------------------------------------------|
 AW6427
 AW6427                          SUPERSEDED SURVEY CONTROL
 AW6427
 AW6427  NAD 83(1986)-  29 44 52.16503(N)    095 10 31.98423(W) AD(       ) 3
 AW6427  NAD 27      -  29 44 51.34540(N)    095 10 31.22713(W) AD(       ) 3
 AW6427
 AW6427.Superseded values are not recommended for survey control.
 AW6427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6427.See file dsdata.txt to determine how the superseded data were derived.
 AW6427
 AW6427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8961892825(NAD 83)
 AW6427_MARKER: DD = SURVEY DISK
 AW6427_SETTING: 0 = UNSPECIFIED SETTING
 AW6427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6427
 AW6427  HISTORY     - Date     Condition        Report By
 AW6427  HISTORY     - 1955     MONUMENTED       USE
 AW6427
 AW6427                          STATION DESCRIPTION
 AW6427
 AW6427'DESCRIBED BY US ENGINEERS 1955 (LFW)
 AW6427'LOCATED NEAR THE N SHORE OF THE HOUSTON SHIP CHANNEL, ON
 AW6427'PROPERTY OF THE TODD SHIPYARD CORP., N-NW ACROSS THE CHANNEL
 AW6427'FROM A SHIP BASIN OF THE PHILLIPS CHEMICAL CORP., APPROXIMATELY
 AW6427'200 FT. NE OF HOUSTON SHIP CHANNEL LIGHT NO. 84, AND APPROXIMATELY
 AW6427'100 FT. N OF THE MEAN HIGH-WATERLINE.
 AW6427'
 AW6427'A U.S.E. DISK, STAMPED 838+61.40 AND SET IN THE TOP OF A
 AW6427'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6427'
 AW6427'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6427'
 AW6427'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3619 ***********************************************************************
 AW3619  DESIGNATION -  838+61.40 400 PT
 AW3619  PID         -  AW3619
 AW3619  STATE/COUNTY-  TX/HARRIS
 AW3619  USGS QUAD   -  PASADENA (1995)
 AW3619
 AW3619                         *CURRENT SURVEY CONTROL
 AW3619  ___________________________________________________________________
 AW3619* NAD 83(1986)-  29 44 52.     (N)    095 10 30.     (W)     SCALED    
 AW3619* NAVD 88     -         3.27   (+/-2cm)      10.7    (feet)  VERTCON   
 AW3619  ___________________________________________________________________
 AW3619  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3619
 AW3619  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3619
 AW3619.The horizontal coordinates were scaled from a topographic map and have
 AW3619.an estimated accuracy of +/- 6 seconds.
 AW3619
 AW3619.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3619.The vertical order pertains to the NGVD 29 superseded value.
 AW3619
 AW3619.The geoid height was determined by GEOID03.
 AW3619
 AW3619;                    North         East    Units  Estimated Accuracy
 AW3619;SPC TXSC     - 4,218,220.      969,880.      MT  (+/- 180 meters Scaled)
 AW3619
 AW3619                          SUPERSEDED SURVEY CONTROL
 AW3619
 AW3619  NGVD 29 (??/??/92)    3.272  (m)           10.73   (f) ADJ UNCH    1 2
 AW3619
 AW3619.Superseded values are not recommended for survey control.
 AW3619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3619.See file dsdata.txt to determine how the superseded data were derived.
 AW3619
 AW3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN896928(NAD 83)
 AW3619_MARKER: DD = SURVEY DISK
 AW3619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3619_STAMPING: 838+61.40 400 P T
 AW3619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3619+STABILITY: SURFACE MOTION
 AW3619
 AW3619  HISTORY     - Date     Condition        Report By
 AW3619  HISTORY     - UNK      MONUMENTED       USE
 AW3619  HISTORY     - 1964     GOOD             NGS
 AW3619
 AW3619                          STATION DESCRIPTION
 AW3619
 AW3619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3619'3.05 MI NE FROM PASADENA.
 AW3619'ABOUT 0.7 MILE NORTH ALONG FEDERAL ROAD FROM THE NORTH END OF THE
 AW3619'WASHBURN TUNNEL AT PASADENA, THENCE 1.1 MILES NORTHEAST ALONG A
 AW3619'PRIVATE PAVED ROAD THROUGH THE WARREN PETEROLEUM COMPANY AND THE HESS
 AW3619'TERMINAL COMPANY PROPERTY, THENCE 1.0 MILE NORTHEAST ALONG THE HOUSTON
 AW3619'SHIP CHANNEL THROUGH THE SHEFFIELD STEEL COMPANY, THENCE 0.25 MILE
 AW3619'NORTHEAST ALONG THE SHIP CHANNEL TO THE SOUTHWEST CORNER OF THE TODD
 AW3619'SHIPYARD COMPANY, 14 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD,
 AW3619'103 FEET EAST OF A WIRE MESH FENCE, 70 FEET NORTH OF THE NORTH EDGE OF
 AW3619'THE SHIP CHANNEL, 55 FEET NORTHWEST OF TRIANGULATION STATION TODD
 AW3619'1955, 2 FEET SOUTH OF THE SOUTH EDGE OF THE PAVED ROAD, AND SET IN THE
 AW3619'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0389 ***********************************************************************
 CE0389  DESIGNATION -  84
 CE0389  PID         -  CE0389
 CE0389  STATE/COUNTY-  TX/EL PASO
 CE0389  USGS QUAD   -  EL PASO (1997)
 CE0389
 CE0389                         *CURRENT SURVEY CONTROL
 CE0389  ___________________________________________________________________
 CE0389* NAD 83(1986)-  31 46 42.     (N)    106 27 35.     (W)     SCALED    
 CE0389* NAVD 88     -      1134.447  (meters)    3721.93   (feet)  ADJUSTED  
 CE0389  ___________________________________________________________________
 CE0389  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0389  DYNAMIC HT  -        1132.730 (meters)    3716.30  (feet)  COMP
 CE0389  MODELED GRAV-     979,088.2   (mgal)                       NAVD 88
 CE0389
 CE0389  VERT ORDER  -  FIRST     CLASS I
 CE0389
 CE0389.The horizontal coordinates were scaled from a topographic map and have
 CE0389.an estimated accuracy of +/- 6 seconds.
 CE0389
 CE0389.The orthometric height was determined by differential leveling
 CE0389.and adjusted by the National Geodetic Survey in November 1996..
 CE0389
 CE0389.The geoid height was determined by GEOID03.
 CE0389
 CE0389.The dynamic height is computed by dividing the NAVD 88
 CE0389.geopotential number by the normal gravity value computed on the
 CE0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0389.degrees latitude (g = 980.6199 gals.).
 CE0389
 CE0389.The modeled gravity was interpolated from observed gravity values.
 CE0389
 CE0389;                    North         East    Units  Estimated Accuracy
 CE0389;SPC TX C     - 3,250,070.      120,020.      MT  (+/- 180 meters Scaled)
 CE0389
 CE0389                          SUPERSEDED SURVEY CONTROL
 CE0389
 CE0389  NAVD 88 (06/15/91) 1134.502  (m)         3722.11   (f) UNKNOWN     1 1
 CE0389
 CE0389.Superseded values are not recommended for survey control.
 CE0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0389.See file dsdata.txt to determine how the superseded data were derived.
 CE0389
 CE0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR617167(NAD 83)
 CE0389_MARKER: DD = SURVEY DISK
 CE0389_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CE0389_SP_SET: PARAPET
 CE0389_STAMPING: BM 84
 CE0389_MARK LOGO: TXHD  
 CE0389_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0389+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0389
 CE0389  HISTORY     - Date     Condition        Report By
 CE0389  HISTORY     - UNK      MONUMENTED       TXHD
 CE0389  HISTORY     - 1981     GOOD             NGS
 CE0389  HISTORY     - 19921117 GOOD             NGS
 CE0389
 CE0389                          STATION DESCRIPTION
 CE0389
 CE0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0389'IN EL PASO.
 CE0389'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 CE0389'IN EL PASO, AT THE JUNCTION OF RAYNOR STREET AND INTERSTATE HIGHWAY
 CE0389'10, IN TOP OF AND 0.2 METER (0.6 FT) WEST OF THE EAST END OF THE
 CE0389'NORTHEAST CONCRETE GUARDRAIL OF THE WEST BOUND HIGHWAY OVERPASS,
 CE0389'33.2 METERS (109.0 FT) EAST OF THE CENTER OF THE STREET AND 15.2
 CE0389'METERS (50.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 CE0389'THE HIGHWAY.
 CE0389
 CE0389                          STATION RECOVERY (1992)
 CE0389
 CE0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0389'IN EL PASO, AT THE INTERSECTION OF RAYNOR STREET AND INTERSTATE
 CE0389'HIGHWAY 10, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF THE
 CE0389'NORTH CONCRETE ABUTMENT PARAPET OF THE HIGHWAY OVERPASS OF THE
 CE0389'STREET, 33.2 M (108.9 FT) EAST OF THE STREET CENTER, 15.2 M
 CE0389'(49.9 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 CE0389'HIGHWAY, AND 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0057 ***********************************************************************
 DO0057  DESIGNATION -  84
 DO0057  PID         -  DO0057
 DO0057  STATE/COUNTY-  TX/CLAY
 DO0057  USGS QUAD   -  BELLEVUE (1968)
 DO0057
 DO0057                         *CURRENT SURVEY CONTROL
 DO0057  ___________________________________________________________________
 DO0057* NAD 83(1986)-  33 40 48.     (N)    098 04 21.     (W)     SCALED    
 DO0057* NAVD 88     -       284.743  (meters)     934.19   (feet)  ADJUSTED  
 DO0057  ___________________________________________________________________
 DO0057  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DO0057  DYNAMIC HT  -         284.426 (meters)     933.15  (feet)  COMP
 DO0057  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 DO0057
 DO0057  VERT ORDER  -  FIRST     CLASS II
 DO0057
 DO0057.The horizontal coordinates were scaled from a topographic map and have
 DO0057.an estimated accuracy of +/- 6 seconds.
 DO0057
 DO0057.The orthometric height was determined by differential leveling
 DO0057.and adjusted by the National Geodetic Survey in June 1991..
 DO0057
 DO0057.The geoid height was determined by GEOID03.
 DO0057
 DO0057.The dynamic height is computed by dividing the NAVD 88
 DO0057.geopotential number by the normal gravity value computed on the
 DO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0057.degrees latitude (g = 980.6199 gals.).
 DO0057
 DO0057.The modeled gravity was interpolated from observed gravity values.
 DO0057
 DO0057;                    North         East    Units  Estimated Accuracy
 DO0057;SPC TXNC     - 2,223,340.      639,640.      MT  (+/- 180 meters Scaled)
 DO0057
 DO0057                          SUPERSEDED SURVEY CONTROL
 DO0057
 DO0057  NGVD 29 (??/??/92)  284.682  (m)          933.99   (f) ADJ UNCH    1 2
 DO0057
 DO0057.Superseded values are not recommended for survey control.
 DO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0057.See file dsdata.txt to determine how the superseded data were derived.
 DO0057
 DO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC859270(NAD 83)
 DO0057_MARKER: Z = SEE DESCRIPTION
 DO0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0057_SP_SET: MILEPOST
 DO0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0057
 DO0057  HISTORY     - Date     Condition        Report By
 DO0057  HISTORY     - UNK      MONUMENTED       BNRR
 DO0057  HISTORY     - 1950     GOOD             NGS
 DO0057
 DO0057                          STATION DESCRIPTION
 DO0057
 DO0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0057'4.6 MI NW FROM BELLEVUE.
 DO0057'4.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0057'BELLEVUE, CLAY COUNTY, AND ON THE TOP OF MILEPOST 84.  THE TOP OF THE
 DO0057'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2763 ***********************************************************************
 BY2763  DESIGNATION -  848
 BY2763  PID         -  BY2763
 BY2763  STATE/COUNTY-  TX/HOUSTON
 BY2763  USGS QUAD   -  SAND RIDGE (1972)
 BY2763
 BY2763                         *CURRENT SURVEY CONTROL
 BY2763  ___________________________________________________________________
 BY2763* NAD 83(1993)-  31 05 07.49670(N)    095 39 55.56193(W)     ADJUSTED  
 BY2763* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 BY2763  ___________________________________________________________________
 BY2763  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BY2763  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY2763
 BY2763  HORZ ORDER  -  SECOND
 BY2763
 BY2763.The horizontal coordinates were established by classical geodetic methods
 BY2763.and adjusted by the National Geodetic Survey in February 1996..
 BY2763
 BY2763.The orthometric height was scaled from a topographic map.
 BY2763
 BY2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2763
 BY2763.The geoid height was determined by GEOID03.
 BY2763
 BY2763;                    North         East     Units Scale Factor Converg.
 BY2763;SPC TX C     - 3,166,618.137 1,145,223.555   MT  0.99988281   +2 24 15.3
 BY2763;SPC TX C     -10,389,146.34  3,757,287.61   sFT  0.99988281   +2 24 15.3
 BY2763;UTM  15      - 3,442,123.328   245,725.487   MT  1.00039760   -1 22 37.0
 BY2763
 BY2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2763!SPC TX C     -   0.99999716  x   0.99988281  =   0.99987997
 BY2763!UTM  15      -   0.99999716  x   1.00039760  =   1.00039476
 BY2763
 BY2763|---------------------------------------------------------------------|
 BY2763| PID    Reference Object                     Distance      Geod. Az  |
 BY2763|                                                           dddmmss.s |
 BY2763| CV8074 848 RM 1                             42.727 METERS 07151     |
 BY2763| CV8073 848 AZ MK                                          2800136.6 |
 BY2763| CV8075 848 RM 2                             97.826 METERS 34441     |
 BY2763|---------------------------------------------------------------------|
 BY2763
 BY2763                          SUPERSEDED SURVEY CONTROL
 BY2763
 BY2763  NAD 83(1986)-  31 05 07.50686(N)    095 39 55.54242(W) AD(       ) 2
 BY2763  NAD 27      -  31 05 06.84100(N)    095 39 54.74400(W) AD(       ) 2
 BY2763
 BY2763.Superseded values are not recommended for survey control.
 BY2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2763.See file dsdata.txt to determine how the superseded data were derived.
 BY2763
 BY2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ4572542123(NAD 83)
 BY2763_MARKER: P = PIPE CAP
 BY2763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2763
 BY2763  HISTORY     - Date     Condition        Report By
 BY2763  HISTORY     - 1935     MONUMENTED       USE
 BY2763
 BY2763                          STATION DESCRIPTION
 BY2763
 BY2763'DESCRIBED BY US ENGINEERS 1935 (CAS)
 BY2763'STATION IS ABOUT 6 MILES NE OF MIDWAY, ON THE BANKS OF THE
 BY2763'TRINITY RIVER, ON LAND OWNED BY THE MURRAY ESTATE.  IT IS SET
 BY2763'ON THE INSIDE OF THE LEVEE IN A CULTIVATED FIELD, ABOUT 450
 BY2763'FEET W OF POINT WHERE THE ROAD CROSSES THE LEVEE.  IT IS 315
 BY2763'FEET S OF THE LEVEE, 28 FEET N OF THE BANK OF THE RIVER.
 BY2763'
 BY2763'THE MARK IS A SCREW CAP ON PIPE 4 INCHES IN DIAMETER.  THE PIPE
 BY2763'IS SET IN A BLOCK OF CONCRETE 14 BY 14 INCHES PROJECTING 12
 BY2763'INCHES.  THE PIPE PROJECTS 3 INCHES ABOVE THE CONCRETE.  IT IS
 BY2763'STAMPED U.S.E.D.B.M. NO. 848 AND U.S.C. AND G.S. 1935.
 BY2763'
 BY2763'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 BY2763'CONCRETE.
 BY2763'
 BY2763'REFERENCE MARK NO. 1 IS ESE OF THE STATION ON THE BANK OF THE
 BY2763'RIVER, AND PROJECTS 5 INCHES.  REFERENCE MARK NO. 2 IS NNW OF
 BY2763'THE STATION AT THE BASE OF THE LEVEE, PROJECTS 2 INCHES.
 BY2763'
 BY2763'BOTH REFERENCE MARKS ARE STAMPED U.S.E.D.B.M. NO. 848.
 BY2763'
 BY2763'AZIMUTH MARK IS W OF THE STATION ON THE S BASE OF THE LEVEE, AND
 BY2763'PROJECTS 5 INCHES.
 BY2763'
 BY2763'TO REACH FROM MIDWAY, GO E ON STATE HIGHWAY 21 FOR 5.4 MILES
 BY2763'TO THE N END OF THE CAUSEWAY.  CONTINUE ON STATE HIGHWAY 21 FOR
 BY2763'0.4 MILE TO A GATE AND CATTLE GUARD ON THE RIGHT.  HERE TURN
 BY2763'RIGHT AND GO S FOR 1.85 MILES TO A POINT WHERE THE ROAD CROSSES
 BY2763'THE LEVEE.  STATION IS ABOUT 450 FEET W OF THIS POINT.
 BY2763'
 BY2763'A 100-FOOT TOWER WAS USED.
 BY2763'
 BY2763'ALL LIGHTS COME INTO VIEW AT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0056 ***********************************************************************
 DO0056  DESIGNATION -  85
 DO0056  PID         -  DO0056
 DO0056  STATE/COUNTY-  TX/CLAY
 DO0056  USGS QUAD   -  BELLEVUE (1968)
 DO0056
 DO0056                         *CURRENT SURVEY CONTROL
 DO0056  ___________________________________________________________________
 DO0056* NAD 83(1986)-  33 41 30.     (N)    098 04 58.     (W)     SCALED    
 DO0056* NAVD 88     -       286.342  (meters)     939.44   (feet)  ADJUSTED  
 DO0056  ___________________________________________________________________
 DO0056  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DO0056  DYNAMIC HT  -         286.023 (meters)     938.39  (feet)  COMP
 DO0056  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 DO0056
 DO0056  VERT ORDER  -  FIRST     CLASS II
 DO0056
 DO0056.The horizontal coordinates were scaled from a topographic map and have
 DO0056.an estimated accuracy of +/- 6 seconds.
 DO0056
 DO0056.The orthometric height was determined by differential leveling
 DO0056.and adjusted by the National Geodetic Survey in June 1991..
 DO0056
 DO0056.The geoid height was determined by GEOID03.
 DO0056
 DO0056.The dynamic height is computed by dividing the NAVD 88
 DO0056.geopotential number by the normal gravity value computed on the
 DO0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0056.degrees latitude (g = 980.6199 gals.).
 DO0056
 DO0056.The modeled gravity was interpolated from observed gravity values.
 DO0056
 DO0056;                    North         East    Units  Estimated Accuracy
 DO0056;SPC TXNC     - 2,224,640.      638,680.      MT  (+/- 180 meters Scaled)
 DO0056
 DO0056                          SUPERSEDED SURVEY CONTROL
 DO0056
 DO0056  NGVD 29 (??/??/92)  286.280  (m)          939.24   (f) ADJ UNCH    1 2
 DO0056
 DO0056.Superseded values are not recommended for survey control.
 DO0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0056.See file dsdata.txt to determine how the superseded data were derived.
 DO0056
 DO0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC850283(NAD 83)
 DO0056_MARKER: Z = SEE DESCRIPTION
 DO0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0056_SP_SET: MILEPOST
 DO0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0056
 DO0056  HISTORY     - Date     Condition        Report By
 DO0056  HISTORY     - UNK      MONUMENTED       BNRR
 DO0056  HISTORY     - 1950     GOOD             NGS
 DO0056
 DO0056                          STATION DESCRIPTION
 DO0056
 DO0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0056'5.6 MI NW FROM BELLEVUE.
 DO0056'5.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0056'BELLEVUE, CLAY COUNTY, AND ON THE TOP OF MILEPOST 85.  THE TOP OF THE
 DO0056'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0421 ***********************************************************************
 GK0421  DESIGNATION -  85
 GK0421  PID         -  GK0421
 GK0421  STATE/COUNTY-  TX/HANSFORD
 GK0421  USGS QUAD   -  SPEARMAN (1974)
 GK0421
 GK0421                         *CURRENT SURVEY CONTROL
 GK0421  ___________________________________________________________________
 GK0421* NAD 83(1986)-  36 11 24.     (N)    101 12 40.     (W)     SCALED    
 GK0421* NAVD 88     -       943.17   (+/-2cm)    3094.4    (feet)  VERTCON   
 GK0421  ___________________________________________________________________
 GK0421  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 GK0421
 GK0421  VERT ORDER  -  ? (See Below)
 GK0421
 GK0421.The horizontal coordinates were scaled from a topographic map and have
 GK0421.an estimated accuracy of +/- 6 seconds.
 GK0421
 GK0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0421.The vertical order pertains to the NGVD 29 superseded value.
 GK0421
 GK0421.The geoid height was determined by GEOID03.
 GK0421
 GK0421;                    North         East    Units  Estimated Accuracy
 GK0421;SPC TX N     - 1,243,000.      225,990.      MT  (+/- 180 meters Scaled)
 GK0421
 GK0421                          SUPERSEDED SURVEY CONTROL
 GK0421
 GK0421  NGVD 29 (??/??/92)  942.725  (m)         3092.92   (f) ADJ UNCH    ?  
 GK0421
 GK0421.Superseded values are not recommended for survey control.
 GK0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0421.See file dsdata.txt to determine how the superseded data were derived.
 GK0421
 GK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF011072(NAD 83)
 GK0421_MARKER: B = BOLT
 GK0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0421+STABILITY: SURFACE MOTION
 GK0421
 GK0421  HISTORY     - Date     Condition        Report By
 GK0421  HISTORY     - UNK      MONUMENTED
 GK0421  HISTORY     - 1935     GOOD             NGS
 GK0421
 GK0421                          STATION DESCRIPTION
 GK0421
 GK0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GK0421'0.8 MI SW FROM SPEARMAN.
 GK0421'0.8 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0421'STATION AT SPEARMAN, 81.2 FEET SOUTHEAST OF MILEPOST 85, 70 FEET
 GK0421'SOUTHEAST OF THE SOUTHEAST RAIL, AND 2.2 FEET NORTHWEST OF THE
 GK0421'RIGHT-OF-WAY FENCE.  AN  IRON BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0429 ***********************************************************************
 CT0429  DESIGNATION -  85 DHW USGS
 CT0429  PID         -  CT0429
 CT0429  STATE/COUNTY-  TX/CALLAHAN
 CT0429  USGS QUAD   -  BAIRD (1966)
 CT0429
 CT0429                         *CURRENT SURVEY CONTROL
 CT0429  ___________________________________________________________________
 CT0429* NAD 83(1986)-  32 24 21.     (N)    099 29 36.     (W)     SCALED    
 CT0429* NAVD 88     -       606.914  (meters)    1991.18   (feet)  ADJUSTED  
 CT0429  ___________________________________________________________________
 CT0429  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CT0429  DYNAMIC HT  -         606.118 (meters)    1988.57  (feet)  COMP
 CT0429  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 CT0429
 CT0429  VERT ORDER  -  FIRST     CLASS II
 CT0429
 CT0429.The horizontal coordinates were scaled from a topographic map and have
 CT0429.an estimated accuracy of +/- 6 seconds.
 CT0429
 CT0429.The orthometric height was determined by differential leveling
 CT0429.and adjusted by the National Geodetic Survey in June 1991..
 CT0429.WARNING-Repeat measurements at this control monument indicate possible
 CT0429.vertical movement.
 CT0429
 CT0429.The geoid height was determined by GEOID03.
 CT0429
 CT0429.The dynamic height is computed by dividing the NAVD 88
 CT0429.geopotential number by the normal gravity value computed on the
 CT0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0429.degrees latitude (g = 980.6199 gals.).
 CT0429
 CT0429.The modeled gravity was interpolated from observed gravity values.
 CT0429
 CT0429;                    North         East    Units  Estimated Accuracy
 CT0429;SPC TXNC     - 2,082,410.      506,560.      MT  (+/- 180 meters Scaled)
 CT0429
 CT0429                          SUPERSEDED SURVEY CONTROL
 CT0429
 CT0429  NGVD 29 (??/??/92)  606.753  (m)         1990.66   (f) ADJ UNCH    1 2
 CT0429
 CT0429.Superseded values are not recommended for survey control.
 CT0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0429.See file dsdata.txt to determine how the superseded data were derived.
 CT0429
 CT0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA536855(NAD 83)
 CT0429_MARKER: DB = BENCH MARK DISK
 CT0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0429_SP_SET: CULVERT
 CT0429_STAMPING: 85 D H W 1991 1955
 CT0429_MARK LOGO: USGS  
 CT0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0429
 CT0429  HISTORY     - Date     Condition        Report By
 CT0429  HISTORY     - 1955     MONUMENTED       USGS
 CT0429  HISTORY     - 1956     GOOD             NGS
 CT0429  HISTORY     - 1961     GOOD             NGS
 CT0429  HISTORY     - 1983     GOOD             NGS
 CT0429  HISTORY     - 20011014 GOOD             USPSQD
 CT0429
 CT0429                          STATION DESCRIPTION
 CT0429
 CT0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0429'IN CLYDE.
 CT0429'AT CLYDE, 55 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE TEXAS AND
 CT0429'PACIFIC RAILROAD STATION, 24 FEET WEST OF THE CENTER LINE OF A NORTH
 CT0429'AND SOUTH ROAD, 36 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 CT0429'ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 CT0429'CONCRETE CULVERT.
 CT0429
 CT0429                          STATION RECOVERY (1961)
 CT0429
 CT0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0429'RECOVERED IN GOOD CONDITION.
 CT0429
 CT0429                          STATION RECOVERY (1983)
 CT0429
 CT0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0429'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CLYDE, AT
 CT0429'THE INTERSECTION OF FIRST AND RUSK STREETS, IN THE SOUTH END OF THE
 CT0429'WEST CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER RUSK STREET, 11.0
 CT0429'METERS (36.1 FT) SOUTH OF THE CENTER OF THE STREET AND 7.3 METERS
 CT0429'(24.0 FT) WEST OF THE CENTER OF THE STREET.
 CT0429'THE MARK IS 0.3 M ABOVE THE STREETS.
 CT0429
 CT0429                          STATION RECOVERY (2001)
 CT0429
 CT0429'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6428 ***********************************************************************
 AW6428  DESIGNATION -  850 PLUS 12.99 350L USE 1948
 AW6428  PID         -  AW6428
 AW6428  STATE/COUNTY-  TX/HARRIS
 AW6428  USGS QUAD   -  PASADENA (1995)
 AW6428
 AW6428                         *CURRENT SURVEY CONTROL
 AW6428  ___________________________________________________________________
 AW6428* NAD 83(1993)-  29 44 49.61530(N)    095 10 45.58437(W)     ADJUSTED  
 AW6428* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6428  ___________________________________________________________________
 AW6428  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW6428  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6428
 AW6428  HORZ ORDER  -  THIRD
 AW6428
 AW6428.The horizontal coordinates were established by classical geodetic methods
 AW6428.and adjusted by the National Geodetic Survey in February 1996..
 AW6428
 AW6428.The orthometric height was scaled from a topographic map.
 AW6428
 AW6428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6428
 AW6428.The geoid height was determined by GEOID03.
 AW6428
 AW6428;                    North         East     Units Scale Factor Converg.
 AW6428;SPC TXSC     - 4,218,134.846   969,466.664   MT  0.99988903   +1 52 18.5
 AW6428;SPC TXSC     -13,838,997.41  3,180,658.55   sFT  0.99988903   +1 52 18.5
 AW6428;UTM  15      - 3,292,753.520   289,251.903   MT  1.00014803   -1 04 54.2
 AW6428
 AW6428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6428!SPC TXSC     -   1.00000395  x   0.99988903  =   0.99989298
 AW6428!UTM  15      -   1.00000395  x   1.00014803  =   1.00015199
 AW6428
 AW6428                          SUPERSEDED SURVEY CONTROL
 AW6428
 AW6428  NAD 83(1986)-  29 44 49.63041(N)    095 10 45.56521(W) AD(       ) 3
 AW6428  NAD 27      -  29 44 48.81030(N)    095 10 44.80806(W) AD(       ) 3
 AW6428
 AW6428.Superseded values are not recommended for survey control.
 AW6428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6428.See file dsdata.txt to determine how the superseded data were derived.
 AW6428
 AW6428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8925292754(NAD 83)
 AW6428_MARKER: DD = SURVEY DISK
 AW6428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6428+STABILITY: SURFACE MOTION
 AW6428
 AW6428  HISTORY     - Date     Condition        Report By
 AW6428  HISTORY     - 1948     MONUMENTED       USE
 AW6428  HISTORY     - 1955     GOOD             CGS
 AW6428
 AW6428                          STATION DESCRIPTION
 AW6428
 AW6428'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6428'LOCATED NEAR THE N SHORE OF THE HOUSTON SHIP CHANNEL, DIRECTLY
 AW6428'UNDERNEATH A CYCLONE FENCE THAT IS THE E BOUNDARY OF THE
 AW6428'SHEFFIELD STEEL CORP., 9 FT. W OF A SMALL DRAINAGE DITCH, AND
 AW6428'APPROXIMATELY 130 FT. N OF THE MEAN HIGH-WATERLINE.
 AW6428'
 AW6428'A U.S.E. DISK, STAMPED 850+12.99 350 L AND SET IN THE TOP
 AW6428'OF A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6428'
 AW6428'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6428'
 AW6428'THIS IS A TRAVERSE STATION.
 AW6428'
 AW6428'NOTE--COMPUTATION FROM THIS STATION FAILED TO GIVE A SATISFACTORY
 AW6428'CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3473 ***********************************************************************
 AW3473  DESIGNATION -  85+00 600
 AW3473  PID         -  AW3473
 AW3473  STATE/COUNTY-  TX/HARRIS
 AW3473  USGS QUAD   -  MORGANS POINT (1993)
 AW3473
 AW3473                         *CURRENT SURVEY CONTROL
 AW3473  ___________________________________________________________________
 AW3473* NAD 83(1986)-  29 41 51.     (N)    094 59 52.     (W)     SCALED    
 AW3473* NAVD 88     -         1.61   (+/-2cm)       5.3    (feet)  VERTCON   
 AW3473  ___________________________________________________________________
 AW3473  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3473
 AW3473  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3473
 AW3473.The horizontal coordinates were scaled from a topographic map and have
 AW3473.an estimated accuracy of +/- 6 seconds.
 AW3473
 AW3473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3473.The vertical order pertains to the NGVD 29 superseded value.
 AW3473
 AW3473.The geoid height was determined by GEOID03.
 AW3473
 AW3473;                    North         East    Units  Estimated Accuracy
 AW3473;SPC TXSC     - 4,213,230.      987,200.      MT  (+/- 180 meters Scaled)
 AW3473
 AW3473                          SUPERSEDED SURVEY CONTROL
 AW3473
 AW3473  NGVD 29 (??/??/92)    1.608  (m)            5.28   (f) ADJ UNCH    1 2
 AW3473
 AW3473.Superseded values are not recommended for survey control.
 AW3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3473.See file dsdata.txt to determine how the superseded data were derived.
 AW3473
 AW3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN067869(NAD 83)
 AW3473_MARKER: DD = SURVEY DISK
 AW3473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3473_STAMPING: 85+00 600
 AW3473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3473+STABILITY: SURFACE MOTION
 AW3473
 AW3473  HISTORY     - Date     Condition        Report By
 AW3473  HISTORY     - UNK      MONUMENTED       USE
 AW3473  HISTORY     - 1959     GOOD             NGS
 AW3473  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3473
 AW3473                          STATION DESCRIPTION
 AW3473
 AW3473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3473'1.8 MI NW FROM MORGAN POINT.
 AW3473'ABOUT 1.8 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3473'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3473'BANK OF SPILMAN ISLAND, 8 FEET SOUTHWEST OF THE HIGH WATER LINE, ABOUT
 AW3473'84 YARDS NORTH OF A LONE SCRUBBY EVERGREEN TREE, 2 FEET NORTHEAST OF A
 AW3473'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE PRECAST POST
 AW3473'PROJECTING 5 INCHES.  NOTE-- THIS MARK IS BELIEVED TO HAVE BEEN WASHED
 AW3473'OUT SINCE IT WAS ONLY 8 FEET FROM THE HIGH WATER LINE IN 1959.
 AW3473
 AW3473                          STATION RECOVERY (1964)
 AW3473
 AW3473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3622 ***********************************************************************
 AW3622  DESIGNATION -  850+12.99 350 PC
 AW3622  PID         -  AW3622
 AW3622  STATE/COUNTY-  TX/HARRIS
 AW3622  USGS QUAD   -  PASADENA (1995)
 AW3622
 AW3622                         *CURRENT SURVEY CONTROL
 AW3622  ___________________________________________________________________
 AW3622* NAD 83(1986)-  29 44 50.     (N)    095 10 43.     (W)     SCALED    
 AW3622* NAVD 88     -         2.26   (+/-2cm)       7.4    (feet)  VERTCON   
 AW3622  ___________________________________________________________________
 AW3622  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3622
 AW3622  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3622
 AW3622.The horizontal coordinates were scaled from a topographic map and have
 AW3622.an estimated accuracy of +/- 6 seconds.
 AW3622
 AW3622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3622.The vertical order pertains to the NGVD 29 superseded value.
 AW3622
 AW3622.The geoid height was determined by GEOID03.
 AW3622
 AW3622;                    North         East    Units  Estimated Accuracy
 AW3622;SPC TXSC     - 4,218,150.      969,540.      MT  (+/- 180 meters Scaled)
 AW3622
 AW3622                          SUPERSEDED SURVEY CONTROL
 AW3622
 AW3622  NGVD 29 (??/??/92)    2.257  (m)            7.40   (f) ADJ UNCH    1 2
 AW3622
 AW3622.Superseded values are not recommended for survey control.
 AW3622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3622.See file dsdata.txt to determine how the superseded data were derived.
 AW3622
 AW3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN893927(NAD 83)
 AW3622_MARKER: DD = SURVEY DISK
 AW3622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3622_STAMPING: 850+12.99 350 P C
 AW3622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3622+STABILITY: SURFACE MOTION
 AW3622
 AW3622  HISTORY     - Date     Condition        Report By
 AW3622  HISTORY     - UNK      MONUMENTED       USE
 AW3622  HISTORY     - 1964     GOOD             NGS
 AW3622
 AW3622                          STATION DESCRIPTION
 AW3622
 AW3622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3622'2.8 MI NE FROM PASADENA.
 AW3622'ABOUT 0.7 MILE NORTH ALONG FEDERAL ROAD FROM THE NORTH END OF THE
 AW3622'WASHBURN TUNNEL AT PASADENA, THENCE 1.1 MILES NORTHEAST ALONG A
 AW3622'PRIVATE PAVED ROAD THROUGH THE WARREN PETROLEUM COMPANY AND THE HESS
 AW3622'TERMINAL COMPANY PROPERTY, THENCE 1.0 MILE NORTHEAST ALONG THE
 AW3622'NORTHWEST SIDE OF THE SHIP CHANNEL, AT THE SOUTHEAST CORNER OF
 AW3622'PROPERTY BELONGING TO THE SHEFFIELD STEEL COMPANY, 53 FEET SOUTH OF
 AW3622'THE CENTER OF A METAL GATE, 12 1/2 FEET NORTH OF A PIPE FENCE POST AT
 AW3622'A SLIGHT ANGLE IN A WIRE MESH FENCE, 55 FEET EAST OF THE NORTHEAST
 AW3622'CORNER OF A CONCRETE MANHOLE, AND SET IN THE TOP OF A CONCRETE POST
 AW3622'ABOUT 2 INCHES UNDER THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1566 ***********************************************************************
 AH1566  DESIGNATION -  8513
 AH1566  PID         -  AH1566
 AH1566  STATE/COUNTY-  TX/NUECES
 AH1566  USGS QUAD   -  ROBSTOWN (1975)
 AH1566
 AH1566                         *CURRENT SURVEY CONTROL
 AH1566  ___________________________________________________________________
 AH1566* NAD 83(1993)-  27 47 43.76093(N)    097 43 02.98156(W)     ADJUSTED  
 AH1566* NAVD 88     -        25.82   (+/-2cm)      84.7    (feet)  VERTCON   
 AH1566  ___________________________________________________________________
 AH1566  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH1566  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH1566
 AH1566  HORZ ORDER  -  SECOND
 AH1566  VERT ORDER  -  THIRD ? (See Below)
 AH1566
 AH1566.The horizontal coordinates were established by classical geodetic methods
 AH1566.and adjusted by the National Geodetic Survey in February 1996..
 AH1566
 AH1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1566.The vertical order pertains to the NGVD 29 superseded value.
 AH1566
 AH1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1566
 AH1566.The geoid height was determined by GEOID03.
 AH1566
 AH1566;                    North         East     Units Scale Factor Converg.
 AH1566;SPC TX S     - 5,236,102.531   377,112.273   MT  0.99999064   +0 21 18.9
 AH1566;SPC TX S     -17,178,779.72  1,237,242.52   sFT  0.99999064   +0 21 18.9
 AH1566;UTM  14      - 3,075,207.445   626,342.412   MT  0.99979702   +0 35 53.3
 AH1566
 AH1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1566!SPC TX S     -   1.00000012  x   0.99999064  =   0.99999076
 AH1566!UTM  14      -   1.00000012  x   0.99979702  =   0.99979714
 AH1566
 AH1566                          SUPERSEDED SURVEY CONTROL
 AH1566
 AH1566  NAD 83(1986)-  27 47 43.76864(N)    097 43 02.96092(W) AD(       ) 2
 AH1566  NAD 27      -  27 47 42.68000(N)    097 43 01.97600(W) AD(       ) 2
 AH1566  NGVD 29 (07/19/86)   25.95   (m)           85.1    (f) LEVELING    3  
 AH1566
 AH1566.Superseded values are not recommended for survey control.
 AH1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1566.See file dsdata.txt to determine how the superseded data were derived.
 AH1566
 AH1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2634275207(NAD 83)
 AH1566_MARKER: DB = BENCH MARK DISK
 AH1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1566_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1566
 AH1566  HISTORY     - Date     Condition        Report By
 AH1566  HISTORY     - 1949     MONUMENTED       USGS
 AH1566  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH1566  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH1566
 AH1566                          STATION DESCRIPTION
 AH1566
 AH1566'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 AH1566'A STANDARD U.S.G.S.
 AH1566'DISK SET IN AN EIGHT INCH CONCRETE CYLINDER PROJECTING 8 INCHES
 AH1566'ABOVE THE GROUND.  IT IS 7.0 FEET NORTH-NORTHEAST OF A FENCE
 AH1566'CORNER, 16.0 FEET EAST OF A TELEPHONE POLE, 23.0 FEET WEST OF
 AH1566'THE CENTER OF A NORTH-SOUTH MACADAM ROAD, AND 42.0 FEET SOUTH
 AH1566'OF THE SOUTH RAIL OF THE RAILROAD TRACKS.  IT IS STAMPED 8513
 AH1566'W-12-1923.
 AH1566'
 AH1566'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 77
 AH1566'AND STATE ROUTE NO. 44 ABOUT ONE BLOCK EAST OF THE ROBSTOWN
 AH1566'MUNICIPAL WATER TANK, GO WEST ON U.S. HIGHWAY NO. 77 AND STATE
 AH1566'ROUTE NO. 44 FOR 0.4 OF A MILE TO WHERE U.S. HIGHWAY NO. 77
 AH1566'TURNS LEFT, CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY NO 44 FOR
 AH1566'0.25 OF A MILE TO A FORK, HERE TAKE LEFT FORK AND FOLLOW MACADAM
 AH1566'ROAD WEST ALONG THE NORTH SIDE OF THE RAILROAD TRACKS FOR 2.9
 AH1566'MILES TO A T ROAD SOUTH AND STATION ON THE LEFT AS DESCRIBED.
 AH1566
 AH1566                          STATION RECOVERY (1969)
 AH1566
 AH1566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH1566'REFERENCE MARK NO. 1 WAS SEARCHED FOR AND NOT FOUND.
 AH1566
 AH1566                          STATION RECOVERY (2001)
 AH1566
 AH1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1566'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0641 ***********************************************************************
 AY0641  DESIGNATION -  857
 AY0641  PID         -  AY0641
 AY0641  STATE/COUNTY-  TX/BEXAR
 AY0641  USGS QUAD   -  CULEBRA HILL (1993)
 AY0641
 AY0641                         *CURRENT SURVEY CONTROL
 AY0641  ___________________________________________________________________
 AY0641* NAD 83(1986)-  29 29 20.     (N)    098 41 34.     (W)     SCALED    
 AY0641* NAVD 88     -       259.072  (meters)     849.97   (feet)  POSTED    
 AY0641  ___________________________________________________________________
 AY0641  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AY0641  DYNAMIC HT  -         258.690 (meters)     848.72  (feet)  COMP
 AY0641  MODELED GRAV-     979,177.8   (mgal)                       NAVD 88
 AY0641
 AY0641  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0641
 AY0641.The horizontal coordinates were scaled from a topographic map and have
 AY0641.an estimated accuracy of +/- 6 seconds.
 AY0641
 AY0641.The orthometric height was determined by differential leveling
 AY0641.and adjusted by the National Geodetic Survey in 1992..
 AY0641.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0641.rate of 0.0 thru 1.0 mm/km.
 AY0641
 AY0641.The geoid height was determined by GEOID03.
 AY0641
 AY0641.The dynamic height is computed by dividing the NAVD 88
 AY0641.geopotential number by the normal gravity value computed on the
 AY0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0641.degrees latitude (g = 980.6199 gals.).
 AY0641
 AY0641.The modeled gravity was interpolated from observed gravity values.
 AY0641
 AY0641;                    North         East    Units  Estimated Accuracy
 AY0641;SPC TXSC     - 4,183,520.      629,790.      MT  (+/- 180 meters Scaled)
 AY0641
 AY0641                          SUPERSEDED SURVEY CONTROL
 AY0641
 AY0641  NGVD 29 (??/??/92)  258.958  (m)          849.60   (f) ADJ UNCH    1 2
 AY0641
 AY0641.Superseded values are not recommended for survey control.
 AY0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0641.See file dsdata.txt to determine how the superseded data were derived.
 AY0641
 AY0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT297621(NAD 83)
 AY0641_MARKER: P = PIPE CAP
 AY0641_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0641_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0641_STAMPING: 857
 AY0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0641
 AY0641  HISTORY     - Date     Condition        Report By
 AY0641  HISTORY     - UNK      MONUMENTED       USGS
 AY0641  HISTORY     - 1953     GOOD             NGS
 AY0641  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0641
 AY0641                          STATION DESCRIPTION
 AY0641
 AY0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0641'4.5 MI NW FROM SAN ANTONIO.
 AY0641'4.5 MILES NORTHWEST ALONG CULEBRA ROAD FROM ITS JUNCTION WITH POTRANCO
 AY0641'ROAD AT SAN ANTONIO, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24
 AY0641'FEET WEST OF THE NORTHWEST CORNER OF A STONE GARAGE, 1 FOOT SOUTHEAST
 AY0641'OF A POWER POLE, 1.6 FEET SOUTHEAST OF A WITNESS POST, RIVETED ON THE
 AY0641'TOP OF AN IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY0641
 AY0641                          STATION RECOVERY (1999)
 AY0641
 AY0641'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0606 ***********************************************************************
 BM0606  DESIGNATION -  857 SA
 BM0606  PID         -  BM0606
 BM0606  STATE/COUNTY-  TX/WILLIAMSON
 BM0606  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0606
 BM0606                         *CURRENT SURVEY CONTROL
 BM0606  ___________________________________________________________________
 BM0606* NAD 83(1986)-  30 28 27.     (N)    097 44 56.     (W)     SCALED    
 BM0606* NAVD 88     -       259.003  (meters)     849.75   (feet)  ADJUSTED  
 BM0606  ___________________________________________________________________
 BM0606  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BM0606  DYNAMIC HT  -         258.650 (meters)     848.59  (feet)  COMP
 BM0606  MODELED GRAV-     979,271.7   (mgal)                       NAVD 88
 BM0606
 BM0606  VERT ORDER  -  SECOND    CLASS 0
 BM0606
 BM0606.The horizontal coordinates were scaled from a topographic map and have
 BM0606.an estimated accuracy of +/- 6 seconds.
 BM0606
 BM0606.The orthometric height was determined by differential leveling
 BM0606.and adjusted by the National Geodetic Survey in June 1991..
 BM0606
 BM0606.The geoid height was determined by GEOID03.
 BM0606
 BM0606.The dynamic height is computed by dividing the NAVD 88
 BM0606.geopotential number by the normal gravity value computed on the
 BM0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0606.degrees latitude (g = 980.6199 gals.).
 BM0606
 BM0606.The modeled gravity was interpolated from observed gravity values.
 BM0606
 BM0606;                    North         East    Units  Estimated Accuracy
 BM0606;SPC TX C     - 3,092,400.      948,130.      MT  (+/- 180 meters Scaled)
 BM0606
 BM0606                          SUPERSEDED SURVEY CONTROL
 BM0606
 BM0606  NGVD 29 (??/??/92)  258.930  (m)          849.51   (f) ADJ UNCH    2 0
 BM0606
 BM0606.Superseded values are not recommended for survey control.
 BM0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0606.See file dsdata.txt to determine how the superseded data were derived.
 BM0606
 BM0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU200719(NAD 83)
 BM0606_MARKER: P = PIPE CAP
 BM0606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0606_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0606_STAMPING: 867 SA
 BM0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0606
 BM0606  HISTORY     - Date     Condition        Report By
 BM0606  HISTORY     - UNK      MONUMENTED       USGS
 BM0606  HISTORY     - 1933     GOOD             NGS
 BM0606
 BM0606                          STATION DESCRIPTION
 BM0606
 BM0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0606'3.2 MI NW FROM MCNEIL.
 BM0606'IN WILLIAMSON COUNTY, 3.2 MILES NORTHWEST ALONG THE TEXAS AND NEW
 BM0606'ORLEANS RAILROAD FROM MCNEIL, TRAVIS COUNTY, 900 FEET EAST OF A
 BM0606'SECTION HOUSE, AT A ROAD CROSSING, 22 FEET SOUTH OF THE CENTER LINE OF
 BM0606'THE TRACK, AND ON THE WEST SIDE OF THE ROAD.  A USGS SURVEY STANDARD
 BM0606'CAP, STAMPED 867 SA AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0054 ***********************************************************************
 DO0054  DESIGNATION -  86
 DO0054  PID         -  DO0054
 DO0054  STATE/COUNTY-  TX/CLAY
 DO0054  USGS QUAD   -  BELLEVUE (1968)
 DO0054
 DO0054                         *CURRENT SURVEY CONTROL
 DO0054  ___________________________________________________________________
 DO0054* NAD 83(1986)-  33 42 16.     (N)    098 05 29.     (W)     SCALED    
 DO0054* NAVD 88     -       292.344  (meters)     959.13   (feet)  ADJUSTED  
 DO0054  ___________________________________________________________________
 DO0054  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DO0054  DYNAMIC HT  -         292.019 (meters)     958.07  (feet)  COMP
 DO0054  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 DO0054
 DO0054  VERT ORDER  -  FIRST     CLASS II
 DO0054
 DO0054.The horizontal coordinates were scaled from a topographic map and have
 DO0054.an estimated accuracy of +/- 6 seconds.
 DO0054
 DO0054.The orthometric height was determined by differential leveling
 DO0054.and adjusted by the National Geodetic Survey in June 1991..
 DO0054
 DO0054.The geoid height was determined by GEOID03.
 DO0054
 DO0054.The dynamic height is computed by dividing the NAVD 88
 DO0054.geopotential number by the normal gravity value computed on the
 DO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0054.degrees latitude (g = 980.6199 gals.).
 DO0054
 DO0054.The modeled gravity was interpolated from observed gravity values.
 DO0054
 DO0054;                    North         East    Units  Estimated Accuracy
 DO0054;SPC TXNC     - 2,226,050.      637,880.      MT  (+/- 180 meters Scaled)
 DO0054
 DO0054                          SUPERSEDED SURVEY CONTROL
 DO0054
 DO0054  NGVD 29 (??/??/92)  292.281  (m)          958.93   (f) ADJ UNCH    1 2
 DO0054
 DO0054.Superseded values are not recommended for survey control.
 DO0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0054.See file dsdata.txt to determine how the superseded data were derived.
 DO0054
 DO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC841297(NAD 83)
 DO0054_MARKER: Z = SEE DESCRIPTION
 DO0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0054_SP_SET: MILEPOST
 DO0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0054
 DO0054  HISTORY     - Date     Condition        Report By
 DO0054  HISTORY     - UNK      MONUMENTED       BNRR
 DO0054  HISTORY     - 1950     GOOD             NGS
 DO0054
 DO0054                          STATION DESCRIPTION
 DO0054
 DO0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0054'6.6 MI NW FROM BELLEVUE.
 DO0054'6.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0054'BELLEVUE, CLAY COUNTY, AND ON THE TOP OF MILEPOST 86.  THE TOP OF THE
 DO0054'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0419 ***********************************************************************
 GK0419  DESIGNATION -  86
 GK0419  PID         -  GK0419
 GK0419  STATE/COUNTY-  TX/HANSFORD
 GK0419  USGS QUAD   -  SPEARMAN (1974)
 GK0419
 GK0419                         *CURRENT SURVEY CONTROL
 GK0419  ___________________________________________________________________
 GK0419* NAD 83(1986)-  36 10 56.     (N)    101 13 32.     (W)     SCALED    
 GK0419* NAVD 88     -       944.22   (+/-2cm)    3097.8    (feet)  VERTCON   
 GK0419  ___________________________________________________________________
 GK0419  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 GK0419
 GK0419  VERT ORDER  -  ? (See Below)
 GK0419
 GK0419.The horizontal coordinates were scaled from a topographic map and have
 GK0419.an estimated accuracy of +/- 6 seconds.
 GK0419
 GK0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0419.The vertical order pertains to the NGVD 29 superseded value.
 GK0419
 GK0419.The geoid height was determined by GEOID03.
 GK0419
 GK0419;                    North         East    Units  Estimated Accuracy
 GK0419;SPC TX N     - 1,242,130.      224,690.      MT  (+/- 180 meters Scaled)
 GK0419
 GK0419                          SUPERSEDED SURVEY CONTROL
 GK0419
 GK0419  NGVD 29 (??/??/92)  943.777  (m)         3096.38   (f) ADJ UNCH    ?  
 GK0419
 GK0419.Superseded values are not recommended for survey control.
 GK0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0419.See file dsdata.txt to determine how the superseded data were derived.
 GK0419
 GK0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF998064(NAD 83)
 GK0419_MARKER: B = BOLT
 GK0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0419+STABILITY: SURFACE MOTION
 GK0419
 GK0419  HISTORY     - Date     Condition        Report By
 GK0419  HISTORY     - UNK      MONUMENTED
 GK0419  HISTORY     - 1962     MARK NOT FOUND   USGS
 GK0419
 GK0419                          STATION DESCRIPTION
 GK0419
 GK0419'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GK0419'1.8 MI SW FROM SPEARMAN.
 GK0419'1.8 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0419'STATION AT SPEARMAN, 75.2 FEET SOUTHEAST OF MILEPOST 86, 64 FEET
 GK0419'SOUTHEAST OF THE SOUTHEAST RAIL, AND 1.4 FEET SOUTHEAST OF THE
 GK0419'RIGHT-OF-WAY FENCE.  AN IRON BOLT SET IN THE TOP OF A CONCRETE POST.
 GK0419'NOTE -- MEASUREMENTS SHOW THE MARK WOULD BE IN THE MIDDLE OF A GRADED
 GK0419'CALICHE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0427 ***********************************************************************
 CT0427  DESIGNATION -  86 DHW USGS
 CT0427  PID         -  CT0427
 CT0427  STATE/COUNTY-  TX/CALLAHAN
 CT0427  USGS QUAD   -  BAIRD (1966)
 CT0427
 CT0427                         *CURRENT SURVEY CONTROL
 CT0427  ___________________________________________________________________
 CT0427* NAD 83(1986)-  32 24 09.     (N)    099 28 20.     (W)     SCALED    
 CT0427* NAVD 88     -       604.340  (meters)    1982.74   (feet)  POSTED    
 CT0427  ___________________________________________________________________
 CT0427  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CT0427  DYNAMIC HT  -         603.550 (meters)    1980.15  (feet)  COMP
 CT0427  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 CT0427
 CT0427  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CT0427
 CT0427.The horizontal coordinates were scaled from a topographic map and have
 CT0427.an estimated accuracy of +/- 6 seconds.
 CT0427
 CT0427.The orthometric height was determined by differential leveling
 CT0427.and adjusted by the National Geodetic Survey in 1992..
 CT0427.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CT0427.rate of 2.1 thru 3.0 mm/km.
 CT0427
 CT0427.The geoid height was determined by GEOID03.
 CT0427
 CT0427.The dynamic height is computed by dividing the NAVD 88
 CT0427.geopotential number by the normal gravity value computed on the
 CT0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0427.degrees latitude (g = 980.6199 gals.).
 CT0427
 CT0427.The modeled gravity was interpolated from observed gravity values.
 CT0427
 CT0427;                    North         East    Units  Estimated Accuracy
 CT0427;SPC TXNC     - 2,082,020.      508,540.      MT  (+/- 180 meters Scaled)
 CT0427
 CT0427                          SUPERSEDED SURVEY CONTROL
 CT0427
 CT0427  NGVD 29 (??/??/92)  604.168  (m)         1982.17   (f) ADJ UNCH    1 2
 CT0427
 CT0427.Superseded values are not recommended for survey control.
 CT0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0427.See file dsdata.txt to determine how the superseded data were derived.
 CT0427
 CT0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA555851(NAD 83)
 CT0427_MARKER: DB = BENCH MARK DISK
 CT0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0427_STAMPING: 86 D H W 1955 1982
 CT0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0427+STABILITY: SURFACE MOTION
 CT0427
 CT0427  HISTORY     - Date     Condition        Report By
 CT0427  HISTORY     - 1955     MONUMENTED       USGS
 CT0427  HISTORY     - 1956     GOOD             NGS
 CT0427  HISTORY     - 1961     GOOD             NGS
 CT0427  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0427  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0427
 CT0427                          STATION DESCRIPTION
 CT0427
 CT0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0427'1.3 MI E FROM CLYDE.
 CT0427'1.3 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0427'AT CLYDE, 7 1/2 POLES EAST OF MILEPOST 391, 55 FEET WEST OF THE CENTER
 CT0427'LINE OF A DIRT ROAD, 21.4 FEET NORTH OF THE NORTH RAIL, 6.5 FEET EAST
 CT0427'OF A TELEPHONE POLE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP
 CT0427'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CT0427
 CT0427                          STATION RECOVERY (1961)
 CT0427
 CT0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0427'RECOVERED IN GOOD CONDITION.
 CT0427
 CT0427                          STATION RECOVERY (1983)
 CT0427
 CT0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0427'THE POST WAS FOUND DESTROYED BUT THE DISK WAS NOT RECLAIMED.
 CT0427
 CT0427                          STATION RECOVERY (2001)
 CT0427
 CT0427'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2963 ***********************************************************************
 AW2963  DESIGNATION -  8.643
 AW2963  PID         -  AW2963
 AW2963  STATE/COUNTY-  TX/HARRIS
 AW2963  USGS QUAD   -  MORGANS POINT (1993)
 AW2963
 AW2963                         *CURRENT SURVEY CONTROL
 AW2963  ___________________________________________________________________
 AW2963* NAD 83(1986)-  29 40 39.     (N)    094 58 53.     (W)     SCALED    
 AW2963* NAVD 88     -         1.85   (+/-2cm)       6.1    (feet)  VERTCON   
 AW2963  ___________________________________________________________________
 AW2963  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2963
 AW2963  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2963
 AW2963.The horizontal coordinates were scaled from a topographic map and have
 AW2963.an estimated accuracy of +/- 6 seconds.
 AW2963
 AW2963.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2963.The vertical order pertains to the NGVD 29 superseded value.
 AW2963
 AW2963.The geoid height was determined by GEOID03.
 AW2963
 AW2963;                    North         East    Units  Estimated Accuracy
 AW2963;SPC TXSC     - 4,211,070.      988,870.      MT  (+/- 180 meters Scaled)
 AW2963
 AW2963                          SUPERSEDED SURVEY CONTROL
 AW2963
 AW2963  NGVD 29 (??/??/92)    1.852  (m)            6.08   (f) ADJ UNCH    1 2
 AW2963
 AW2963.Superseded values are not recommended for survey control.
 AW2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2963.See file dsdata.txt to determine how the superseded data were derived.
 AW2963
 AW2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN082846(NAD 83)
 AW2963_MARKER: DD = SURVEY DISK
 AW2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2963+STABILITY: SURFACE MOTION
 AW2963
 AW2963  HISTORY     - Date     Condition        Report By
 AW2963  HISTORY     - UNK      MONUMENTED       USE
 AW2963  HISTORY     - 1958     GOOD             NGS
 AW2963  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2963
 AW2963                          STATION DESCRIPTION
 AW2963
 AW2963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2963'0.4 MI SE FROM MORGAN POINT.
 AW2963'ABOUT 0.4 MILE SOUTHEAST ALONG THE SOUTHWEST BANK OF THE HOUSTON SHIP
 AW2963'CHANNEL FROM THE HOUSTON MARITIME REPORTING STATION AT MORGAN POINT,
 AW2963'282 FEET NORTH OF THE NORTH CONCRETE PILLAR UNDER THE U. S. ENGINEERS
 AW2963'BUILDING, 37 FEET SOUTHWEST OF THE SOUTHWEST SHORE LINE OF THE SHIP
 AW2963'CHANNEL, 36 FEET SOUTHEAST OF THE CENTER LINE OF A SHELL ROAD WHICH
 AW2963'ENDS AT THE SHORE LINE, 36 FEET WEST OF A LONE TREE, 18 FEET WEST OF A
 AW2963'SMALL STEEL WATER TANK, 3 FEET EAST OF A FENCE CORNER POST, 1 FOOT
 AW2963'SOUTH OF AN IRON RAIL PROJECTING 3 1/2 FEET, AND IN THE TOP OF A
 AW2963'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE SHORELINE IN THIS
 AW2963'AREA HAS BEEN GRADUALLY EATEN AWAY BY EROSION AND THIS MARK IS
 AW2963'BELIEVED TO HAVE BEEN WASHED OUT.
 AW2963
 AW2963                          STATION RECOVERY (1964)
 AW2963
 AW2963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8433 ***********************************************************************
 AC8433  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8433  DESIGNATION -  8.688
 AC8433  PID         -  AC8433
 AC8433  STATE/COUNTY-  TX/NUECES
 AC8433  USGS QUAD   -  PORT ARANSAS (1975)
 AC8433
 AC8433                         *CURRENT SURVEY CONTROL
 AC8433  ___________________________________________________________________
 AC8433* NAD 83(1986)-  27 50 21.     (N)    097 03 33.     (W)     SCALED    
 AC8433* NAVD 88     -         2.544  (meters)       8.35   (feet)  ADJUSTED  
 AC8433  ___________________________________________________________________
 AC8433  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AC8433  DYNAMIC HT  -           2.540 (meters)       8.33  (feet)  COMP
 AC8433  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 AC8433
 AC8433  VERT ORDER  -  FIRST     CLASS II
 AC8433
 AC8433.The horizontal coordinates were scaled from a topographic map and have
 AC8433.an estimated accuracy of +/- 6 seconds.
 AC8433
 AC8433.The orthometric height was determined by differential leveling
 AC8433.and adjusted by the National Geodetic Survey in December 1997..
 AC8433
 AC8433.This Tidal Bench Mark is designated as VM 15585
 AC8433.by the Center for Operational Oceanographic Products and Services.
 AC8433
 AC8433.The geoid height was determined by GEOID03.
 AC8433
 AC8433.The dynamic height is computed by dividing the NAVD 88
 AC8433.geopotential number by the normal gravity value computed on the
 AC8433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8433.degrees latitude (g = 980.6199 gals.).
 AC8433
 AC8433.The modeled gravity was interpolated from observed gravity values.
 AC8433
 AC8433;                    North         East    Units  Estimated Accuracy
 AC8433;SPC TX S     - 5,241,510.      441,930.      MT  (+/- 180 meters Scaled)
 AC8433
 AC8433                          SUPERSEDED SURVEY CONTROL
 AC8433
 AC8433.No superseded survey control is available for this station.
 AC8433
 AC8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR911808(NAD 83)
 AC8433_MARKER: DD = SURVEY DISK
 AC8433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8433_STAMPING: 8.688 1976
 AC8433_MARK LOGO: USCG  
 AC8433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8433+STABILITY: SURFACE MOTION
 AC8433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8433+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8433
 AC8433  HISTORY     - Date     Condition        Report By
 AC8433  HISTORY     - 1976     MONUMENTED       USCG
 AC8433  HISTORY     - 19970204 GOOD             NGS
 AC8433
 AC8433                          STATION DESCRIPTION
 AC8433
 AC8433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8433'1.1 KM (0.70 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AC8433'IN PORT ARANSAS, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG COTTER AVENUE,
 AC8433'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG STATION STREET, THENCE 0.05 KM
 AC8433'(0.05 MI) WESTERLY ALONG A ROAD LEADING TO THE COAST GUARD STATION,
 AC8433'5.6 M (18.4 FT) SOUTH OF THE NORTHWEST CORNER OF THE OFFICE BUILDING,
 AC8433'2.5 M (8.2 FT) SOUTH OF THE EXTENDED ROAD CENTER, 1.0 M (3.3 FT) EAST
 AC8433'OF THE CENTER COLUMN ON THE WEST SIDE OF THE OFFICE BUILDING, AND THE
 AC8433'MONUMENT PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6447 ***********************************************************************
 AW6447  DESIGNATION -  869 36.96 400R USE 1948
 AW6447  PID         -  AW6447
 AW6447  STATE/COUNTY-  TX/HARRIS
 AW6447  USGS QUAD   -  PASADENA (1995)
 AW6447
 AW6447                         *CURRENT SURVEY CONTROL
 AW6447  ___________________________________________________________________
 AW6447* NAD 83(1993)-  29 44 41.55238(N)    095 11 05.54225(W)     ADJUSTED  
 AW6447* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AW6447  ___________________________________________________________________
 AW6447  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW6447  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6447
 AW6447  HORZ ORDER  -  THIRD
 AW6447
 AW6447.The horizontal coordinates were established by classical geodetic methods
 AW6447.and adjusted by the National Geodetic Survey in February 1996..
 AW6447
 AW6447.The orthometric height was scaled from a topographic map.
 AW6447
 AW6447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6447
 AW6447.The geoid height was determined by GEOID03.
 AW6447
 AW6447;                    North         East     Units Scale Factor Converg.
 AW6447;SPC TXSC     - 4,217,869.237   968,938.849   MT  0.99988875   +1 52 08.7
 AW6447;SPC TXSC     -13,838,125.99  3,178,926.87   sFT  0.99988875   +1 52 08.7
 AW6447;UTM  15      - 3,292,515.398   288,710.962   MT  1.00015085   -1 05 03.8
 AW6447
 AW6447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6447!SPC TXSC     -   1.00000380  x   0.99988875  =   0.99989255
 AW6447!UTM  15      -   1.00000380  x   1.00015085  =   1.00015465
 AW6447
 AW6447:                Primary Azimuth Mark                     Grid Az
 AW6447:SPC TXSC     -  887 77.32 400R USE 1948                  254 56 35.6
 AW6447:UTM  15      -  887 77.32 400R USE 1948                  257 53 48.1
 AW6447
 AW6447|---------------------------------------------------------------------|
 AW6447| PID    Reference Object                     Distance      Geod. Az  |
 AW6447|                                                           dddmmss.s |
 AW6447| AW6444 887 77.32 400R USE 1948             482.102 METERS 2564844.3 |
 AW6447|---------------------------------------------------------------------|
 AW6447
 AW6447                          SUPERSEDED SURVEY CONTROL
 AW6447
 AW6447  NAD 83(1986)-  29 44 41.56751(N)    095 11 05.52308(W) AD(       ) 3
 AW6447  NAD 27      -  29 44 40.74683(N)    095 11 04.76522(W) AD(       ) 3
 AW6447
 AW6447.Superseded values are not recommended for survey control.
 AW6447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6447.See file dsdata.txt to determine how the superseded data were derived.
 AW6447
 AW6447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8871192515(NAD 83)
 AW6447_MARKER: DD = SURVEY DISK
 AW6447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6447+STABILITY: SURFACE MOTION
 AW6447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6447+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 AW6447
 AW6447  HISTORY     - Date     Condition        Report By
 AW6447  HISTORY     - 1948     MONUMENTED       USE
 AW6447  HISTORY     - 1955     GOOD             CGS
 AW6447  HISTORY     - 20050131 GOOD             USPSQD
 AW6447
 AW6447                          STATION DESCRIPTION
 AW6447
 AW6447'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6447'LOCATED NEAR THE S SHORE OF THE HOUSTON SHIP CHANNEL,
 AW6447'APPROXIMATELY 36 FT. S OF THE MEAN HIGH-WATERLINE, DUE S
 AW6447'ACROSS THE CHANNEL FROM A YELLOW BRICK STACK OF THE SHEFFIELD
 AW6447'STEEL CORP., AND APPROXIMATELY 1000 FT. SE OF HOUSTON SHIP
 AW6447'CHANNEL LIGHT NO. 86.
 AW6447'
 AW6447'A U.S.E. DISK, STAMPED 869+36.96 450 R AND SET IN THE TOP OF
 AW6447'A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6447'
 AW6447'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6447'
 AW6447'THIS IS A TRAVERSE STATION.
 AW6447'
 AW6447'OFFICE NOTE--OFFICE COMPUTATIONS INDICATE THAT THIS IS STATION
 AW6447'869+36.96 (400 R) (U.S.E.).
 AW6447
 AW6447                          STATION RECOVERY (2005)
 AW6447
 AW6447'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0053 ***********************************************************************
 DO0053  DESIGNATION -  87
 DO0053  PID         -  DO0053
 DO0053  STATE/COUNTY-  TX/CLAY
 DO0053  USGS QUAD   -  BELLEVUE (1968)
 DO0053
 DO0053                         *CURRENT SURVEY CONTROL
 DO0053  ___________________________________________________________________
 DO0053* NAD 83(1986)-  33 43 04.     (N)    098 05 54.     (W)     SCALED    
 DO0053* NAVD 88     -       282.271  (meters)     926.08   (feet)  ADJUSTED  
 DO0053  ___________________________________________________________________
 DO0053  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DO0053  DYNAMIC HT  -         281.957 (meters)     925.05  (feet)  COMP
 DO0053  MODELED GRAV-     979,518.4   (mgal)                       NAVD 88
 DO0053
 DO0053  VERT ORDER  -  FIRST     CLASS II
 DO0053
 DO0053.The horizontal coordinates were scaled from a topographic map and have
 DO0053.an estimated accuracy of +/- 6 seconds.
 DO0053
 DO0053.The orthometric height was determined by differential leveling
 DO0053.and adjusted by the National Geodetic Survey in June 1991..
 DO0053
 DO0053.The geoid height was determined by GEOID03.
 DO0053
 DO0053.The dynamic height is computed by dividing the NAVD 88
 DO0053.geopotential number by the normal gravity value computed on the
 DO0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0053.degrees latitude (g = 980.6199 gals.).
 DO0053
 DO0053.The modeled gravity was interpolated from observed gravity values.
 DO0053
 DO0053;                    North         East    Units  Estimated Accuracy
 DO0053;SPC TXNC     - 2,227,530.      637,230.      MT  (+/- 180 meters Scaled)
 DO0053
 DO0053                          SUPERSEDED SURVEY CONTROL
 DO0053
 DO0053  NGVD 29 (??/??/92)  282.210  (m)          925.88   (f) ADJ UNCH    1 2
 DO0053
 DO0053.Superseded values are not recommended for survey control.
 DO0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0053.See file dsdata.txt to determine how the superseded data were derived.
 DO0053
 DO0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC835312(NAD 83)
 DO0053_MARKER: Z = SEE DESCRIPTION
 DO0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0053_SP_SET: MILEPOST
 DO0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0053
 DO0053  HISTORY     - Date     Condition        Report By
 DO0053  HISTORY     - UNK      MONUMENTED       BNRR
 DO0053  HISTORY     - 1950     GOOD             NGS
 DO0053
 DO0053                          STATION DESCRIPTION
 DO0053
 DO0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0053'7.6 MI NW FROM BELLEVUE.
 DO0053'7.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0053'BELLEVUE, CLAY COUNTY, AND ON THE TOP OF MILEPOST 87.  THE TOP OF THE
 DO0053'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0418 ***********************************************************************
 GK0418  DESIGNATION -  87
 GK0418  PID         -  GK0418
 GK0418  STATE/COUNTY-  TX/HANSFORD
 GK0418  USGS QUAD   -  SPEARMAN (1974)
 GK0418
 GK0418                         *CURRENT SURVEY CONTROL
 GK0418  ___________________________________________________________________
 GK0418* NAD 83(1986)-  36 10 29.     (N)    101 14 26.     (W)     SCALED    
 GK0418* NAVD 88     -       942.45   (+/-2cm)    3092.0    (feet)  VERTCON   
 GK0418  ___________________________________________________________________
 GK0418  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 GK0418
 GK0418  VERT ORDER  -  ? (See Below)
 GK0418
 GK0418.The horizontal coordinates were scaled from a topographic map and have
 GK0418.an estimated accuracy of +/- 6 seconds.
 GK0418
 GK0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0418.The vertical order pertains to the NGVD 29 superseded value.
 GK0418
 GK0418.The geoid height was determined by GEOID03.
 GK0418
 GK0418;                    North         East    Units  Estimated Accuracy
 GK0418;SPC TX N     - 1,241,300.      223,340.      MT  (+/- 180 meters Scaled)
 GK0418
 GK0418                          SUPERSEDED SURVEY CONTROL
 GK0418
 GK0418  NGVD 29 (??/??/92)  942.004  (m)         3090.56   (f) ADJ UNCH    ?  
 GK0418
 GK0418.Superseded values are not recommended for survey control.
 GK0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0418.See file dsdata.txt to determine how the superseded data were derived.
 GK0418
 GK0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF984056(NAD 83)
 GK0418_MARKER: B = BOLT
 GK0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0418+STABILITY: SURFACE MOTION
 GK0418
 GK0418  HISTORY     - Date     Condition        Report By
 GK0418  HISTORY     - UNK      MONUMENTED
 GK0418  HISTORY     - 1962     MARK NOT FOUND   USGS
 GK0418
 GK0418                          STATION DESCRIPTION
 GK0418
 GK0418'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GK0418'2.8 MI SW FROM SPEARMAN.
 GK0418'2.8 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0418'STATION AT SPEARMAN, 56.8 FEET SOUTHEAST OF MILEPOST 87, 45.6 FEET
 GK0418'SOUTHEAST OF THE SOUTHEAST RAIL, AND 1.7 FEET NORTHWEST OF THE
 GK0418'FENCELINE.  AN IRON BOLT SET IN THE TOP OF A CONCRETE POST.  NOTE --
 GK0418'RIGHT-OF-WAY FENCE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0504 ***********************************************************************
 CT0504  DESIGNATION -  87 DHW USGS
 CT0504  PID         -  CT0504
 CT0504  STATE/COUNTY-  TX/TAYLOR
 CT0504  USGS QUAD   -  ABILENE EAST (1987)
 CT0504
 CT0504                         *CURRENT SURVEY CONTROL
 CT0504  ___________________________________________________________________
 CT0504* NAD 83(1986)-  32 25 55.     (N)    099 38 23.     (W)     SCALED    
 CT0504* NAVD 88     -       544.033  (meters)    1784.88   (feet)  ADJUSTED  
 CT0504  ___________________________________________________________________
 CT0504  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CT0504  DYNAMIC HT  -         543.325 (meters)    1782.56  (feet)  COMP
 CT0504  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 CT0504
 CT0504  VERT ORDER  -  FIRST     CLASS II
 CT0504
 CT0504.The horizontal coordinates were scaled from a topographic map and have
 CT0504.an estimated accuracy of +/- 6 seconds.
 CT0504
 CT0504.The orthometric height was determined by differential leveling
 CT0504.and adjusted by the National Geodetic Survey in June 1991..
 CT0504
 CT0504.The geoid height was determined by GEOID03.
 CT0504
 CT0504.The dynamic height is computed by dividing the NAVD 88
 CT0504.geopotential number by the normal gravity value computed on the
 CT0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0504.degrees latitude (g = 980.6199 gals.).
 CT0504
 CT0504.The modeled gravity was interpolated from observed gravity values.
 CT0504
 CT0504;                    North         East    Units  Estimated Accuracy
 CT0504;SPC TXNC     - 2,085,440.      492,820.      MT  (+/- 180 meters Scaled)
 CT0504
 CT0504                          SUPERSEDED SURVEY CONTROL
 CT0504
 CT0504  NGVD 29 (??/??/92)  543.893  (m)         1784.42   (f) ADJ UNCH    1 2
 CT0504
 CT0504.Superseded values are not recommended for survey control.
 CT0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0504.See file dsdata.txt to determine how the superseded data were derived.
 CT0504
 CT0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA398884(NAD 83)
 CT0504_MARKER: DB = BENCH MARK DISK
 CT0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0504_STAMPING: 87 D H W 1955 1784
 CT0504_MARK LOGO: USGS  
 CT0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0504+STABILITY: SURFACE MOTION
 CT0504
 CT0504  HISTORY     - Date     Condition        Report By
 CT0504  HISTORY     - 1955     MONUMENTED       USGS
 CT0504  HISTORY     - 1961     GOOD             NGS
 CT0504  HISTORY     - 1983     GOOD             NGS
 CT0504  HISTORY     - 19940616 GOOD             USPSQD
 CT0504  HISTORY     - 20011013 GOOD             USPSQD
 CT0504
 CT0504                          STATION DESCRIPTION
 CT0504
 CT0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0504'0.4 MI S FROM ELMDALE.
 CT0504'0.4 MILE SOUTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, 87.8
 CT0504'FEET NORTH OF THE NORTH RAIL OF THE TEXAS AND PACIFIC RAILROAD, 43
 CT0504'FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 10.5 FEET SOUTH OF A
 CT0504'FENCE CORNER, 1.1 FEET NORTH OF A WITNESS POST, 4 POLES EAST OF
 CT0504'MILEPOST 401, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CT0504'FOOT ABOVE THE GROUND.
 CT0504
 CT0504                          STATION RECOVERY (1983)
 CT0504
 CT0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0504'RECOVERED IN GOOD CONDITION.
 CT0504
 CT0504                          STATION RECOVERY (1994)
 CT0504
 CT0504'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0504'RECOVERED IN GOOD CONDITION.
 CT0504
 CT0504                          STATION RECOVERY (2001)
 CT0504
 CT0504'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0450 ***********************************************************************
 BL0450  DESIGNATION -  87.4
 BL0450  PID         -  BL0450
 BL0450  STATE/COUNTY-  TX/LIBERTY
 BL0450  USGS QUAD   -  ROMAYOR (1984)
 BL0450
 BL0450                         *CURRENT SURVEY CONTROL
 BL0450  ___________________________________________________________________
 BL0450* NAD 83(1986)-  30 27 32.     (N)    094 48 03.     (W)     SCALED    
 BL0450* NAVD 88     -        26.60   (+/-2cm)      87.3    (feet)  VERTCON   
 BL0450  ___________________________________________________________________
 BL0450  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0450
 BL0450  VERT ORDER  -  ? (See Below)
 BL0450
 BL0450.The horizontal coordinates were scaled from a topographic map and have
 BL0450.an estimated accuracy of +/- 6 seconds.
 BL0450
 BL0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0450.The vertical order pertains to the NGVD 29 superseded value.
 BL0450
 BL0450.The geoid height was determined by GEOID03.
 BL0450
 BL0450;                    North         East    Units  Estimated Accuracy
 BL0450;SPC TX C     - 3,101,030.    1,231,080.      MT  (+/- 180 meters Scaled)
 BL0450
 BL0450                          SUPERSEDED SURVEY CONTROL
 BL0450
 BL0450  NGVD 29 (??/??/92)   26.613  (m)           87.31   (f) ADJ UNCH    ?  
 BL0450
 BL0450.Superseded values are not recommended for survey control.
 BL0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0450.See file dsdata.txt to determine how the superseded data were derived.
 BL0450
 BL0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP271710(NAD 83)
 BL0450_MARKER: Z = SEE DESCRIPTION
 BL0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0450_SP_SET: RAIL
 BL0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0450
 BL0450  HISTORY     - Date     Condition        Report By
 BL0450  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL0450  HISTORY     - 1941     GOOD             NGS
 BL0450
 BL0450                          STATION DESCRIPTION
 BL0450
 BL0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 BL0450'1.9 MI W FROM RYE.
 BL0450'1.9 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM RYE,
 BL0450'LIBERTY COUNTY, AND OPPOSITE MILEPOST 114.  THE TOP OF A VERTICAL
 BL0450'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0822 ***********************************************************************
 DN0822  DESIGNATION -  876 GAINV
 DN0822  PID         -  DN0822
 DN0822  STATE/COUNTY-  TX/MONTAGUE
 DN0822  USGS QUAD   -  STONEBURG (1976)
 DN0822
 DN0822                         *CURRENT SURVEY CONTROL
 DN0822  ___________________________________________________________________
 DN0822* NAD 83(1986)-  33 43 56.     (N)    097 55 20.     (W)     SCALED    
 DN0822* NAVD 88     -       267.152  (meters)     876.48   (feet)  POSTED    
 DN0822  ___________________________________________________________________
 DN0822  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DN0822  DYNAMIC HT  -         266.860 (meters)     875.52  (feet)  COMP
 DN0822  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 DN0822
 DN0822  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DN0822
 DN0822.The horizontal coordinates were scaled from a topographic map and have
 DN0822.an estimated accuracy of +/- 6 seconds.
 DN0822
 DN0822.The orthometric height was determined by differential leveling
 DN0822.and adjusted by the National Geodetic Survey in 1992..
 DN0822.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DN0822.rate of 1.1 thru 2.0 mm/km.
 DN0822
 DN0822.The geoid height was determined by GEOID03.
 DN0822
 DN0822.The dynamic height is computed by dividing the NAVD 88
 DN0822.geopotential number by the normal gravity value computed on the
 DN0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0822.degrees latitude (g = 980.6199 gals.).
 DN0822
 DN0822.The modeled gravity was interpolated from observed gravity values.
 DN0822
 DN0822;                    North         East    Units  Estimated Accuracy
 DN0822;SPC TXNC     - 2,229,200.      653,540.      MT  (+/- 180 meters Scaled)
 DN0822
 DN0822                          SUPERSEDED SURVEY CONTROL
 DN0822
 DN0822  NGVD 29 (??/??/92)  267.050  (m)          876.15   (f) ADJ UNCH    1 2
 DN0822
 DN0822.Superseded values are not recommended for survey control.
 DN0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0822.See file dsdata.txt to determine how the superseded data were derived.
 DN0822
 DN0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC998329(NAD 83)
 DN0822_MARKER: P = PIPE CAP
 DN0822_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0822_SP_SET: SHALLOW-SET PIPE
 DN0822_STAMPING: 876.081 GAINV 35
 DN0822_MARK LOGO: USGS  
 DN0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0822
 DN0822  HISTORY     - Date     Condition        Report By
 DN0822  HISTORY     - UNK      MONUMENTED       USGS
 DN0822  HISTORY     - 1952     GOOD             NGS
 DN0822  HISTORY     - 1984     GOOD             NGS
 DN0822  HISTORY     - 1986     POOR             NGS
 DN0822
 DN0822                          STATION DESCRIPTION
 DN0822
 DN0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0822'6.8 MI S FROM RINGOLD.
 DN0822'6.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0822'FROM THE STATION AT RINGOLD, 89 FEET SOUTH OF MILEPOST 531, 40 FEET
 DN0822'WEST OF THE WEST RAIL, 7 FEET EAST OF A FENCE, 2 FEET NORTH OF A
 DN0822'WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.8
 DN0822'FEET ABOVE THE GROUND.
 DN0822
 DN0822                          STATION RECOVERY (1984)
 DN0822
 DN0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0822'RECOVERED IN GOOD CONDITION.
 DN0822
 DN0822                          STATION RECOVERY (1986)
 DN0822
 DN0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0822'RECOVERED IN POOR CONDITION.  A NEW TO REACH FOLLOWS.  20.0 KM (12.4
 DN0822'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0822'HIGHWAY 287 IN BOWIE.  ADD--40.0 M (131.2 FT) SOUTHWEST OF THE
 DN0822'CENTERLINE OF THE HIGHWAY.  NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0886 ***********************************************************************
 AW0886  DESIGNATION -  877 0555 TIDAL 1
 AW0886  PID         -  AW0886
 AW0886  STATE/COUNTY-  TX/HARRIS
 AW0886  USGS QUAD   -  PARK PLACE (1995)
 AW0886
 AW0886                         *CURRENT SURVEY CONTROL
 AW0886  ___________________________________________________________________
 AW0886* NAD 83(1986)-  29 44 43.     (N)    095 17 02.     (W)     SCALED    
 AW0886* NAVD 88     -         3.988  (meters)      13.08   (feet)  ADJUSTED  
 AW0886  ___________________________________________________________________
 AW0886  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW0886  DYNAMIC HT  -           3.983 (meters)      13.07  (feet)  COMP
 AW0886  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 AW0886
 AW0886  VERT ORDER  -  FIRST     CLASS II
 AW0886
 AW0886.The horizontal coordinates were scaled from a topographic map and have
 AW0886.an estimated accuracy of +/- 6 seconds.
 AW0886
 AW0886.The orthometric height was determined by differential leveling
 AW0886.and adjusted by the National Geodetic Survey in June 1991..
 AW0886
 AW0886.The geoid height was determined by GEOID03.
 AW0886
 AW0886.The dynamic height is computed by dividing the NAVD 88
 AW0886.geopotential number by the normal gravity value computed on the
 AW0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0886.degrees latitude (g = 980.6199 gals.).
 AW0886
 AW0886.The modeled gravity was interpolated from observed gravity values.
 AW0886
 AW0886;                    North         East    Units  Estimated Accuracy
 AW0886;SPC TXSC     - 4,217,610.      959,370.      MT  (+/- 180 meters Scaled)
 AW0886
 AW0886                          SUPERSEDED SURVEY CONTROL
 AW0886
 AW0886  NGVD 29 (12/23/87)    3.985  (m)           13.07   (f) ADJUSTED    1 2
 AW0886
 AW0886.Superseded values are not recommended for survey control.
 AW0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0886.See file dsdata.txt to determine how the superseded data were derived.
 AW0886
 AW0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN791927(NAD 83)
 AW0886_MARKER: DJ = TIDAL STATION DISK
 AW0886_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0886+WITH SETTING: PAVEMENT
 AW0886_SP_SET: PLATFORM
 AW0886_STAMPING: 1 1931
 AW0886_MARK LOGO: CGS   
 AW0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0886+STABILITY: SURFACE MOTION
 AW0886
 AW0886  HISTORY     - Date     Condition        Report By
 AW0886  HISTORY     - 1931     MONUMENTED       CGS
 AW0886  HISTORY     - 1973     GOOD             NGS
 AW0886  HISTORY     - 1978     GOOD             NGS
 AW0886  HISTORY     - 1986     GOOD             NGS
 AW0886  HISTORY     - 1989     GOOD             USPSQD
 AW0886  HISTORY     - 19910902 MARK NOT FOUND   USPSQD
 AW0886  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW0886
 AW0886                          STATION DESCRIPTION
 AW0886
 AW0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0886'0.15 MI S FROM HOUSTON.
 AW0886'ABOUT 0.15 MILE SOUTH ALONG A CONCRETE ROAD (LOWER DOCK ROAD) FROM THE
 AW0886'PORT TERMINAL BUILDING ON THE NORTHEAST SIDE OF THE HOUSTON TURNING
 AW0886'BASIN, 10 FEET NORTHEAST OF THE EAST CORNER OF A WAREHOUSE ON WHARF
 AW0886'15, 26 FEET EAST OF THE SOUTHEAST SILL OF DOORWAY 23, SET IN THE TOP
 AW0886'OF THE NORTHWEST EDGE OF A CONCRETE LOADING PLATFORM, AND 1 FOOT ABOVE
 AW0886'THE LEVEL OF THE GROUND.
 AW0886
 AW0886                          STATION RECOVERY (1978)
 AW0886
 AW0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0886'RECOVERED IN GOOD CONDITION.
 AW0886
 AW0886                          STATION RECOVERY (1986)
 AW0886
 AW0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0886'RECOVERED IN GOOD CONDITION.
 AW0886
 AW0886                          STATION RECOVERY (1989)
 AW0886
 AW0886'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0886'RECOVERED IN GOOD CONDITION.
 AW0886
 AW0886                          STATION RECOVERY (1991)
 AW0886
 AW0886'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW0886'MARK NOT FOUND.
 AW0886
 AW0886                          STATION RECOVERY (1995)
 AW0886
 AW0886'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0885 ***********************************************************************
 AW0885  DESIGNATION -  877 0555 TIDAL 2
 AW0885  PID         -  AW0885
 AW0885  STATE/COUNTY-  TX/HARRIS
 AW0885  USGS QUAD   -  PARK PLACE (1995)
 AW0885
 AW0885                         *CURRENT SURVEY CONTROL
 AW0885  ___________________________________________________________________
 AW0885* NAD 83(1986)-  29 44 49.     (N)    095 17 06.     (W)     SCALED    
 AW0885* NAVD 88     -         4.165  (meters)      13.66   (feet)  ADJUSTED  
 AW0885  ___________________________________________________________________
 AW0885  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW0885  DYNAMIC HT  -           4.159 (meters)      13.64  (feet)  COMP
 AW0885  MODELED GRAV-     979,285.4   (mgal)                       NAVD 88
 AW0885  OBS GRAVITY -     979,290.2   (mgal)                       GRAV_OBS
 AW0885
 AW0885  VERT ORDER  -  FIRST     CLASS II
 AW0885
 AW0885.The horizontal coordinates were scaled from a topographic map and have
 AW0885.an estimated accuracy of +/- 6 seconds.
 AW0885
 AW0885.The orthometric height was determined by differential leveling
 AW0885.and adjusted by the National Geodetic Survey in June 1991..
 AW0885
 AW0885.The geoid height was determined by GEOID03.
 AW0885
 AW0885.The dynamic height is computed by dividing the NAVD 88
 AW0885.geopotential number by the normal gravity value computed on the
 AW0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0885.degrees latitude (g = 980.6199 gals.).
 AW0885
 AW0885.The modeled gravity was interpolated from observed gravity values.
 AW0885.The observed gravity was obtained from relative gravimeter ties
 AW0885.to the IGSN71 gravity network.
 AW0885
 AW0885;                    North         East    Units  Estimated Accuracy
 AW0885;SPC TXSC     - 4,217,790.      959,250.      MT  (+/- 180 meters Scaled)
 AW0885
 AW0885                          SUPERSEDED SURVEY CONTROL
 AW0885
 AW0885  NGVD 29 (12/23/87)    4.162  (m)           13.65   (f) ADJUSTED    1 2
 AW0885
 AW0885.Superseded values are not recommended for survey control.
 AW0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0885.See file dsdata.txt to determine how the superseded data were derived.
 AW0885
 AW0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN790929(NAD 83)
 AW0885_MARKER: DJ = TIDAL STATION DISK
 AW0885_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0885_SP_SET: STEPS
 AW0885_STAMPING: 2 1931
 AW0885_MARK LOGO: CGS   
 AW0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0885
 AW0885  HISTORY     - Date     Condition        Report By
 AW0885  HISTORY     - 1931     MONUMENTED       CGS
 AW0885  HISTORY     - 1973     GOOD             NGS
 AW0885  HISTORY     - 1978     GOOD             NGS
 AW0885  HISTORY     - 1986     GOOD             NGS
 AW0885  HISTORY     - 19910902 GOOD             USPSQD
 AW0885  HISTORY     - 19950624 GOOD             USPSQD
 AW0885
 AW0885                          STATION DESCRIPTION
 AW0885
 AW0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0885'IN HOUSTON.
 AW0885'AT THE HOUSTON TURNING BASIN, ABOUT 0.05 MILE SOUTH ALONG A CONCRETE
 AW0885'ROAD (LOWER DOCK ROAD FROM THE PORT TERMINAL BUILDING), ON THE
 AW0885'NORTHEAST SIDE OF THE HOUSTON TURNING BASIN, 175 FEET NORTHWEST OF THE
 AW0885'NORTH CORNER OF A WAREHOUSE ON WHARF 15, 72 FEET SOUTHEAST OF THE
 AW0885'SOUTHEAST SIDE OF AN ENCLOSED OVERHEAD CONVEYOR FROM THE PORT HOUSTON
 AW0885'GRAIN ELEVATOR TO DOCKS, 15 FEET SOUTHEAST OF THE EAST CORNER OF A
 AW0885'RESTROOM, AT THE TOP OF 6 CONCRETE STEPS, AND ABOUT 4 FEET ABOVE THE
 AW0885'LEVEL OF THE PAVEMENT.
 AW0885
 AW0885                          STATION RECOVERY (1978)
 AW0885
 AW0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0885'RECOVERED IN GOOD CONDITION.
 AW0885
 AW0885                          STATION RECOVERY (1986)
 AW0885
 AW0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0885'RECOVERED IN GOOD CONDITION.
 AW0885
 AW0885                          STATION RECOVERY (1991)
 AW0885
 AW0885'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW0885'RECOVERED IN GOOD CONDITION.
 AW0885
 AW0885                          STATION RECOVERY (1995)
 AW0885
 AW0885'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0884 ***********************************************************************
 AW0884  DESIGNATION -  877 0555 TIDAL 3
 AW0884  PID         -  AW0884
 AW0884  STATE/COUNTY-  TX/HARRIS
 AW0884  USGS QUAD   -  PARK PLACE (1995)
 AW0884
 AW0884                         *CURRENT SURVEY CONTROL
 AW0884  ___________________________________________________________________
 AW0884* NAD 83(1986)-  29 44 51.     (N)    095 17 04.     (W)     SCALED    
 AW0884* NAVD 88     -        10.335  (meters)      33.91   (feet)  ADJUSTED  
 AW0884  ___________________________________________________________________
 AW0884  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW0884  DYNAMIC HT  -          10.321 (meters)      33.86  (feet)  COMP
 AW0884  MODELED GRAV-     979,285.5   (mgal)                       NAVD 88
 AW0884
 AW0884  VERT ORDER  -  FIRST     CLASS II
 AW0884
 AW0884.The horizontal coordinates were scaled from a topographic map and have
 AW0884.an estimated accuracy of +/- 6 seconds.
 AW0884
 AW0884.The orthometric height was determined by differential leveling
 AW0884.and adjusted by the National Geodetic Survey in June 1991..
 AW0884
 AW0884.The geoid height was determined by GEOID03.
 AW0884
 AW0884.The dynamic height is computed by dividing the NAVD 88
 AW0884.geopotential number by the normal gravity value computed on the
 AW0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0884.degrees latitude (g = 980.6199 gals.).
 AW0884
 AW0884.The modeled gravity was interpolated from observed gravity values.
 AW0884
 AW0884;                    North         East    Units  Estimated Accuracy
 AW0884;SPC TXSC     - 4,217,850.      959,300.      MT  (+/- 180 meters Scaled)
 AW0884
 AW0884                          SUPERSEDED SURVEY CONTROL
 AW0884
 AW0884  NGVD 29 (12/23/87)   10.332  (m)           33.90   (f) ADJUSTED    1 2
 AW0884
 AW0884.Superseded values are not recommended for survey control.
 AW0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0884.See file dsdata.txt to determine how the superseded data were derived.
 AW0884
 AW0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN790929(NAD 83)
 AW0884_MARKER: DJ = TIDAL STATION DISK
 AW0884_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0884_SP_SET: BRICKWALL
 AW0884_STAMPING: 3 1931
 AW0884_MARK LOGO: CGS   
 AW0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0884+STABILITY: SURFACE MOTION
 AW0884
 AW0884  HISTORY     - Date     Condition        Report By
 AW0884  HISTORY     - 1931     MONUMENTED       CGS
 AW0884  HISTORY     - 1973     GOOD             NGS
 AW0884  HISTORY     - 1978     GOOD             NGS
 AW0884  HISTORY     - 1986     GOOD             NGS
 AW0884  HISTORY     - 1989     GOOD             USPSQD
 AW0884  HISTORY     - 19910902 MARK NOT FOUND   USPSQD
 AW0884  HISTORY     - 19950624 GOOD             USPSQD
 AW0884
 AW0884                          STATION DESCRIPTION
 AW0884
 AW0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0884'IN HOUSTON.
 AW0884'AT HOUSTON, ACROSS A PAVED ROAD FROM THE PORT TERMINAL BUILDING ON THE
 AW0884'NORTHEAST SIDE OF THE HOUSTON TURNING BASIN, 51 FEET NORTHEAST OF THE
 AW0884'NORTHEAST CONCRETE CURB OF A PAVED ROAD LEADING DOWNHILL TO WHARVES
 AW0884'AND DOCKS, SET VERTICALLY IN THE SOUTHEAST FACE OF A BRICK BUILDING
 AW0884'(NOW THE FIELD ENGINEERING DEP. AND CREDIT UNION BLDG.), 1 FOOT
 AW0884'NORTHEAST OF THE SOUTH CORNER, AND 2 FEET ABOVE THE LEVEL OF THE LAWN.
 AW0884
 AW0884                          STATION RECOVERY (1978)
 AW0884
 AW0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0884'RECOVERED IN GOOD CONDITION.
 AW0884
 AW0884                          STATION RECOVERY (1986)
 AW0884
 AW0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0884'RECOVERED IN GOOD CONDITION.
 AW0884
 AW0884                          STATION RECOVERY (1989)
 AW0884
 AW0884'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0884'RECOVERED IN GOOD CONDITION.
 AW0884
 AW0884                          STATION RECOVERY (1991)
 AW0884
 AW0884'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW0884'MARK NOT FOUND.
 AW0884
 AW0884                          STATION RECOVERY (1995)
 AW0884
 AW0884'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1458 ***********************************************************************
 AW1458  DESIGNATION -  877 0559 TIDAL 1
 AW1458  PID         -  AW1458
 AW1458  STATE/COUNTY-  TX/CHAMBERS
 AW1458  USGS QUAD   -  OAK ISLAND (1994)
 AW1458
 AW1458                         *CURRENT SURVEY CONTROL
 AW1458  ___________________________________________________________________
 AW1458* NAD 83(1986)-  29 44 08.     (N)    094 41 39.     (W)     SCALED    
 AW1458* NAVD 88     -         5.65   (+/-2cm)      18.5    (feet)  VERTCON   
 AW1458  ___________________________________________________________________
 AW1458  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW1458
 AW1458  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1458
 AW1458.The horizontal coordinates were scaled from a topographic map and have
 AW1458.an estimated accuracy of +/- 6 seconds.
 AW1458
 AW1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1458.The vertical order pertains to the NGVD 29 superseded value.
 AW1458
 AW1458.The geoid height was determined by GEOID03.
 AW1458
 AW1458;                    North         East    Units  Estimated Accuracy
 AW1458;SPC TXSC     - 4,218,480.    1,016,410.      MT  (+/- 180 meters Scaled)
 AW1458
 AW1458                          SUPERSEDED SURVEY CONTROL
 AW1458
 AW1458  NGVD 29 (??/??/92)    5.654  (m)           18.55   (f) ADJ UNCH    1 2
 AW1458
 AW1458.Superseded values are not recommended for survey control.
 AW1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1458.See file dsdata.txt to determine how the superseded data were derived.
 AW1458
 AW1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN361906(NAD 83)
 AW1458_MARKER: DJ = TIDAL STATION DISK
 AW1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1458_STAMPING: NO. 1
 AW1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1458+STABILITY: SURFACE MOTION
 AW1458
 AW1458  HISTORY     - Date     Condition        Report By
 AW1458  HISTORY     - UNK      MONUMENTED       CGS
 AW1458  HISTORY     - 1973     GOOD             NGS
 AW1458  HISTORY     - 1978     GOOD             NGS
 AW1458  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1458  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 AW1458  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1458  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW1458  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 AW1458
 AW1458                          STATION DESCRIPTION
 AW1458
 AW1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1458'2.7 MI S FROM ANAHUAC.
 AW1458'ABOUT 2.4 MILES SOUTH ALONG SOUTH MAIN STREET FROM THE POST OFFICE AT
 AW1458'ANAHUAC THENCE ABOUT 0.3 MILE WEST ALONG A TRACK ROAD, 79 FEET EAST OF
 AW1458'A FENCE, 164 FEET WEST OF THE CENTER OF A GATE IN A NORTH AND SOUTH
 AW1458'FENCE, 108 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL SHED. A
 AW1458'TIDAL DISK, ABOUT 1 FOOT NORTH OF A METAL WITNESS POST, AND SET IN THE
 AW1458'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 AW1458
 AW1458                          STATION RECOVERY (1978)
 AW1458
 AW1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1458'RECOVERED IN GOOD CONDITION.
 AW1458
 AW1458                          STATION RECOVERY (1990)
 AW1458
 AW1458'RECOVERY NOTE BY US POWER SQUADRON 1990 (GB)
 AW1458'MARK NOT FOUND.
 AW1458
 AW1458                          STATION RECOVERY (1996)
 AW1458
 AW1458'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1458'MARK NOT FOUND.
 AW1458
 AW1458                          STATION RECOVERY (2001)
 AW1458
 AW1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1458'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1458
 AW1458                          STATION RECOVERY (2004)
 AW1458
 AW1458'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1458'MARK NOT FOUND.
 AW1458
 AW1458                          STATION RECOVERY (2005)
 AW1458
 AW1458'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1459 ***********************************************************************
 AW1459  DESIGNATION -  877 0559 TIDAL 2
 AW1459  PID         -  AW1459
 AW1459  STATE/COUNTY-  TX/CHAMBERS
 AW1459  USGS QUAD   -  OAK ISLAND (1994)
 AW1459
 AW1459                         *CURRENT SURVEY CONTROL
 AW1459  ___________________________________________________________________
 AW1459* NAD 83(1986)-  29 44 08.     (N)    094 41 35.     (W)     SCALED    
 AW1459* NAVD 88     -         5.43   (+/-2cm)      17.8    (feet)  VERTCON   
 AW1459  ___________________________________________________________________
 AW1459  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW1459
 AW1459  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1459
 AW1459.The horizontal coordinates were scaled from a topographic map and have
 AW1459.an estimated accuracy of +/- 6 seconds.
 AW1459
 AW1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1459.The vertical order pertains to the NGVD 29 superseded value.
 AW1459
 AW1459.The geoid height was determined by GEOID03.
 AW1459
 AW1459;                    North         East    Units  Estimated Accuracy
 AW1459;SPC TXSC     - 4,218,490.    1,016,520.      MT  (+/- 180 meters Scaled)
 AW1459
 AW1459                          SUPERSEDED SURVEY CONTROL
 AW1459
 AW1459  NGVD 29 (??/??/92)    5.435  (m)           17.83   (f) ADJ UNCH    1 2
 AW1459
 AW1459.Superseded values are not recommended for survey control.
 AW1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1459.See file dsdata.txt to determine how the superseded data were derived.
 AW1459
 AW1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN362906(NAD 83)
 AW1459_MARKER: DJ = TIDAL STATION DISK
 AW1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1459_STAMPING: NO. 2
 AW1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1459+STABILITY: SURFACE MOTION
 AW1459
 AW1459  HISTORY     - Date     Condition        Report By
 AW1459  HISTORY     - UNK      MONUMENTED       CGS
 AW1459  HISTORY     - 1973     GOOD             NGS
 AW1459  HISTORY     - 1978     GOOD             NGS
 AW1459  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1459  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 AW1459  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1459  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW1459  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 AW1459
 AW1459                          STATION DESCRIPTION
 AW1459
 AW1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1459'2.5 MI S FROM ANAHUAC.
 AW1459'ABOUT 2.4 MILES SOUTH ALONG SOUTH MAIN STREET FROM THE POST OFFICE AT
 AW1459'ANAHUAC THENCE ABOUT 0.2 MILES WEST ALONG A TRACK ROAD, 10 1/2 FEET
 AW1459'NORTH OF CENTER LINE OF THE TRACK ROAD, 39 FEET NORTHEAST OF A 30 INCH
 AW1459'OAK TREE, 67 FEET SOUTHWEST OF A POWER POLE.  A TIDAL DISK ABOUT 1
 AW1459'FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 AW1459'POST WHICH PROJECTS 6 INCHES.
 AW1459
 AW1459                          STATION RECOVERY (1978)
 AW1459
 AW1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1459'LEANING TO THE NORTH BUT STILL SOLID.
 AW1459
 AW1459                          STATION RECOVERY (1990)
 AW1459
 AW1459'RECOVERY NOTE BY US POWER SQUADRON 1990 (GB)
 AW1459'MARK NOT FOUND.
 AW1459
 AW1459                          STATION RECOVERY (1996)
 AW1459
 AW1459'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1459'MARK NOT FOUND.
 AW1459
 AW1459                          STATION RECOVERY (2001)
 AW1459
 AW1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1459'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1459
 AW1459                          STATION RECOVERY (2004)
 AW1459
 AW1459'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1459'MARK NOT FOUND.
 AW1459
 AW1459                          STATION RECOVERY (2005)
 AW1459
 AW1459'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV1014 ***********************************************************************
 AV1014  CBN         -  This is a Cooperative Base Network Control Station.
 AV1014  TIDAL BM    -  This is a Tidal Bench Mark.
 AV1014  DESIGNATION -  877 0570 A TIDAL
 AV1014  PID         -  AV1014
 AV1014  STATE/COUNTY-  TX/JEFFERSON
 AV1014  USGS QUAD   -  TEXAS POINT (1993)
 AV1014
 AV1014                         *CURRENT SURVEY CONTROL
 AV1014  ___________________________________________________________________
 AV1014* NAD 83(1993)-  29 43 46.14927(N)    093 52 16.89820(W)     ADJUSTED  
 AV1014* NAVD 88     -         2.1    (meters)       7.     (feet)  GPS OBS   
 AV1014  ___________________________________________________________________
 AV1014  X           -    -374,255.721 (meters)                     COMP
 AV1014  Y           -  -5,530,518.309 (meters)                     COMP
 AV1014  Z           -   3,144,357.021 (meters)                     COMP
 AV1014  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AV1014  ELLIP HEIGHT-         -24.84  (meters)          (05/01/00) GPS OBS
 AV1014  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AV1014
 AV1014  HORZ ORDER  -  B
 AV1014  ELLP ORDER  -  THIRD     CLASS I
 AV1014
 AV1014.The horizontal coordinates were established by GPS observations
 AV1014.and adjusted by the National Geodetic Survey in May 1994..
 AV1014
 AV1014.The orthometric height was determined by GPS observations and a
 AV1014.high-resolution geoid model.
 AV1014
 AV1014.This Tidal Bench Mark is designated as VM 1572
 AV1014.by the Center for Operational Oceanographic Products and Services.
 AV1014
 AV1014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV1014
 AV1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV1014
 AV1014.The ellipsoidal height was determined by GPS observations
 AV1014.and is referenced to NAD 83.
 AV1014
 AV1014.The geoid height was determined by GEOID03.
 AV1014
 AV1014;                    North         East     Units Scale Factor Converg.
 AV1014;SPC TXSC     - 4,221,021.773 1,095,964.787   MT  0.99988687   +2 30 45.3
 AV1014;SPC TXSC     -13,848,468.93  3,595,677.81   sFT  0.99988687   +2 30 45.3
 AV1014;SPC LA S     -   139,001.018   754,489.322   MT  0.99993689   -1 16 08.6
 AV1014;SPC LA S     -   456,039.17  2,475,353.72   sFT  0.99993689   -1 16 08.6
 AV1014;UTM  15      - 3,289,128.601   415,730.627   MT  0.99968762   -0 25 55.7
 AV1014
 AV1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV1014!SPC TXSC     -   1.00000390  x   0.99988687  =   0.99989077
 AV1014!SPC LA S     -   1.00000390  x   0.99993689  =   0.99994079
 AV1014!UTM  15      -   1.00000390  x   0.99968762  =   0.99969152
 AV1014
 AV1014                          SUPERSEDED SURVEY CONTROL
 AV1014
 AV1014  ELLIP H (05/09/94)  -24.69   (m)                       GP(       ) 4 2
 AV1014
 AV1014.Superseded values are not recommended for survey control.
 AV1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV1014.See file dsdata.txt to determine how the superseded data were derived.
 AV1014
 AV1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1573189129(NAD 83)
 AV1014_MARKER: DB = BENCH MARK DISK
 AV1014_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AV1014_SP_SET: STAINLESS STEEL ROD
 AV1014_STAMPING: 0570 A 1985
 AV1014_MARK LOGO: NOS   
 AV1014_PROJECTION: FLUSH
 AV1014_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV1014+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1998
 AV1014_ROD/PIPE-DEPTH: 18   meters
 AV1014
 AV1014  HISTORY     - Date     Condition        Report By
 AV1014  HISTORY     - 1985     MONUMENTED       NOS
 AV1014  HISTORY     - 19930319 GOOD             NGS
 AV1014  HISTORY     - 19971119 GOOD             TXDOT
 AV1014  HISTORY     - 19980205 GOOD             NGS
 AV1014
 AV1014                          STATION DESCRIPTION
 AV1014
 AV1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AV1014'THE STATION IS LOCATED ABOUT 26 KM (16.15 MI) SOUTHEAST OF PORT
 AV1014'ARTHUR, 3 KM (1.85 MI) SOUTH OF SABINE IN THE NORTH CORNER OF THE
 AV1014'NORTH LAWN OF POINT HOPE BARRACKS AND AT THE ENTRANCE GATE TO THE -L-
 AV1014'SHAPED PIER AT THE SABINE PASS U.S. COAST GAURD STATION.
 AV1014'OWNERSHIP--U.S. COAST GAURD, P.O. BOX 1108, 7034 SOUTH 1ST STREET,
 AV1014'SABINE PASS, TX 77655-1108.  FOR PERMISSION FOR ACCESS CONTACT THE
 AV1014'OFFICER OF THE DAY.  PHONE 409-971-2195 DURING 8-3 BUSINESS HOURS.
 AV1014'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 87 (BROADWAY) AND FARM
 AV1014'ROAD 3322 (DOWLING ROAD) IN SABINE, GO SOUTHEAST ON FARM ROAD 3322
 AV1014'FOR 2.4 KM (1.50 MI) TO A T-INTERSECTION WITH 1ST STREET.  TURN
 AV1014'RIGHT, SOUTHEAST, ON 1ST STREET FOR 0.14 KM (0.10 MI) TO A GATE AT
 AV1014'THE ENTRANCE TO THE SABINE PASS U.S. COAST GAURD STATION ON THE LEFT.
 AV1014'TURN LEFT, NORTHEAST, ON THE ENTRANCE ROAD PASSING THROUGH THE GATE
 AV1014'FOR 0.07 KM (0.05 MI) TO A GATE.  CONTINUE AHEAD, NORTHEAST, PASSING
 AV1014'THROUGH THE GATE FOR 0.15 KM (0.10 MI) TO A GATE AT THE ENTRANCE TO
 AV1014'THE PIER AND THE STATION ON THE LEFT JUST AFTER A CURVE IN THE ROAD.
 AV1014'THE STATION IS A SURVEY DISK ON TOP OF A STAINLESS STEEL ROD ENCASED
 AV1014'IN A 10 CM PVC PIPE SURROUNDED BY CONCRETE SET 5 CM BELOW GROUND.  IT
 AV1014'IS 20.9 M (68.6 FT) NORTHEAST FROM THE NORTH CORNER OF THE BARRCKS,
 AV1014'16.6 M (54.5 FT) SOUTHWEST FROM THE SHEET PILE BULKHEAD, 4.2 M
 AV1014'(13.8 FT) SOUTHWEST FROM THE CENTER OF THE ROAD, 2.8 M (9.2 FT) SOUTH
 AV1014'FROM THE SOUTHWEST GATE POST OF THE GATE TO THE PIER, 1.0 M (3.3 FT)
 AV1014'NORTHEAST FROM A POWER POLE WITH A STREET LIGHT AND 1.0 M (3.3 FT)
 AV1014'SOUTHEAST FROM A FIBERGLASS WITNESS POST IN A CHAIN LINK FENCE.
 AV1014
 AV1014                          STATION RECOVERY (1997)
 AV1014
 AV1014'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 AV1014'GOOD.
 AV1014
 AV1014                          STATION RECOVERY (1998)
 AV1014
 AV1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AV1014'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED ABOUT 25 KM
 AV1014'(15.55 MI) SOUTH FROM PORT ARTHUR, 3 KM (1.85 MI) SOUTH FROM SABINE
 AV1014'PASS, AT THE NORTH SIDE OF THE U.S. COAST GUARD STATION SABINE, ON THE
 AV1014'WEST SIDE OF THE GATE LEADING TO AN -L- SHAPED PIER. OWNERSHIP--U.S.
 AV1014'COAST GUARD, P.O.  BOX 1108, 7034 SOUTH 1ST STREET, SABINE PASS, TX
 AV1014'77655-1108.  FOR ACCESS CONTACT THE OFFICER OF THE DAY, PHONE
 AV1014'409-971-2195 DURING 8-3 BUSINESS HOURS.* TO REACH FROM PERCY TOUPS
 AV1014'SQUARE, AT THE JUNCTION OF STATE HIGHWAY 87 (SOUTH GULFWAY) AND FARM
 AV1014'ROAD 3322 (DOWLING ROAD) IN SABINE PASS, WITNESS THE DICK DOWLING
 AV1014'MONUMENT 0.08 KM (0.05 MI) TO THE SOUTHWEST, GO SOUTHEAST THEN EAST ON
 AV1014'FARM ROAD 3322 FOR 2.4 KM (1.50 MI) TO THE ROADWAY TERMINUS AT A
 AV1014'CROSSROAD.  TURN RIGHT AND GO SOUTHEAST ON SOUTH 1ST STREET FOR 0.08
 AV1014'KM (0.05 MI) TO AN ENTRANCE GATE TO THE U.S. COAST GUARD STATION
 AV1014'SABINE ON LEFT.  TURN LEFT AND GO NORTHEAST THROUGH THE GATE ON A
 AV1014'PAVED DRIVEWAY FOR 122 M (400.3 FT) TO A PAVED DRIVE RIGHT LEADING TO
 AV1014'THE HEADQUARTERS BUILDING.  CONTINUE AHEAD AND GO NORTHEAST THEN NORTH
 AV1014'FOR 92 M (301.8 FT) TO A GATE TO THE PIER AND THE STATION ON LEFT.
 AV1014'THE MARK IS A NATIONAL OCEAN SURVEY BENCHMARK DISK CRIMPED ONTO A
 AV1014'STAINLESS STEEL ROD OF RECORD LENGTH 18.3 M (60.0 FT) WITHOUT GREASED
 AV1014'SLEEVE ENCASED IN A 12.7 CM (5 IN) PVC PIPE WITHOUT LOGO CAP
 AV1014'SURROUNDED WITH CONCRETE.  THE MARK IS FLUSH WITH THE TOP OF THE
 AV1014'ENCASEMENT PIPE.  THE TOP OF PIPE IS 10 CM BELOW GRADE.  THE STATION
 AV1014'IS LOCATED 16.6 M (54.5 FT) SOUTHWEST FROM THE SHEET PILE BULKHEAD,
 AV1014'4.2 M (13.8 FT) SOUTHWEST FROM THE ROADWAY CENTER, 2.8 M (9.2 FT)
 AV1014'SOUTH-SOUTHWEST FROM THE SOUTHWEST GATEPOST, 1.0 M (3.3 FT)
 AV1014'EAST-NORTHEAST FROM A WOOD UTILITY POLE WITH STREET LIGHT, 1.1 M (3.6
 AV1014'FT) SOUTHEAST FROM A FIBERGLASS NGS WITNESS POST AT A SIX FT CHAIN
 AV1014'LINK FENCE, 0.5 M (1.6 FT) NORTHWEST FROM THE FACE OF A WOOD GUARD
 AV1014'RAIL, AND 92.6 M (303.8 FT) NORTHEAST ALONG THE FENCE FROM STATION
 AV1014'0570 C.  THE MARK IS 0.2 M (0.7 FT) BELOW THE ROAD CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4858 ***********************************************************************
 AW4858  TIDAL BM    -  This is a Tidal Bench Mark.
 AW4858  DESIGNATION -  877 0613 A TIDAL
 AW4858  PID         -  AW4858
 AW4858  STATE/COUNTY-  TX/HARRIS
 AW4858  USGS QUAD   -  MORGANS POINT (1993)
 AW4858
 AW4858                         *CURRENT SURVEY CONTROL
 AW4858  ___________________________________________________________________
 AW4858* NAD 83(1986)-  29 40 51.     (N)    094 59 07.     (W)     SCALED    
 AW4858* NAVD 88     -         5.47   (+/-2cm)      17.9    (feet)  VERTCON   
 AW4858  ___________________________________________________________________
 AW4858  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW4858
 AW4858  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4858
 AW4858.The horizontal coordinates were scaled from a topographic map and have
 AW4858.an estimated accuracy of +/- 6 seconds.
 AW4858
 AW4858.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4858.The vertical order pertains to the NGVD 29 superseded value.
 AW4858
 AW4858.This Tidal Bench Mark is designated as VM 11213
 AW4858.by the Center for Operational Oceanographic Products and Services.
 AW4858
 AW4858.The geoid height was determined by GEOID03.
 AW4858
 AW4858;                    North         East    Units  Estimated Accuracy
 AW4858;SPC TXSC     - 4,211,420.      988,480.      MT  (+/- 180 meters Scaled)
 AW4858
 AW4858                          SUPERSEDED SURVEY CONTROL
 AW4858
 AW4858  NGVD 29 (??/??/??)    5.470  (m)           17.95   (f) ADJUSTED    1 2
 AW4858
 AW4858.Superseded values are not recommended for survey control.
 AW4858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4858.See file dsdata.txt to determine how the superseded data were derived.
 AW4858
 AW4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN078850(NAD 83)
 AW4858_MARKER: DJ = TIDAL STATION DISK
 AW4858_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4858_SP_SET: STAINLESS STEEL ROD
 AW4858_STAMPING: 0613 A 1980
 AW4858_MARK LOGO: NOS   
 AW4858_PROJECTION: FLUSH
 AW4858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4858_ROD/PIPE-DEPTH: 12.0 meters
 AW4858
 AW4858  HISTORY     - Date     Condition        Report By
 AW4858  HISTORY     - 1980     MONUMENTED       NOS
 AW4858  HISTORY     - 1983     GOOD             NGS
 AW4858  HISTORY     - 19971115 GOOD             USPSQD
 AW4858
 AW4858                          STATION DESCRIPTION
 AW4858
 AW4858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4858'IN MORGANS POINT.
 AW4858'IN MORGANS POINT, AT PORT OF HOUSTON AUTHORITY FIRE STATION, 47 METERS
 AW4858'(153 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF U-SHAPED CONCRETE
 AW4858'PIER ON WHICH TIDE STATION IS LOCATED, 16 METERS (52 FT) EAST OF THE
 AW4858'CENTERLINE OF THE PAVED ROAD LEADING TO THE PIER, 0.7 METER (2.2 FT)
 AW4858'SOUTHEAST OF THE SOUTHWEST CORNER OF THE FIRE STATION, AND 0.3 METER
 AW4858'(1.1 FT) SOUTH OF THE SOUTH FACE OF THE FIRE STATION.  NOTE, THE ROD
 AW4858'WAS DRIVEN TO REFUSAL AND ENCASED IN A 4-INCH PVC PIPE AND CONCRETE
 AW4858'KICKBLOCK.
 AW4858'THE MARK IS 0.1 M BELOW GRADE.
 AW4858
 AW4858                          STATION RECOVERY (1997)
 AW4858
 AW4858'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4859 ***********************************************************************
 AW4859  TIDAL BM    -  This is a Tidal Bench Mark.
 AW4859  DESIGNATION -  877 0613 D TIDAL
 AW4859  PID         -  AW4859
 AW4859  STATE/COUNTY-  TX/HARRIS
 AW4859  USGS QUAD   -  MORGANS POINT (1993)
 AW4859
 AW4859                         *CURRENT SURVEY CONTROL
 AW4859  ___________________________________________________________________
 AW4859* NAD 83(1986)-  29 40 42.     (N)    094 58 57.     (W)     SCALED    
 AW4859* NAVD 88     -         5.68   (+/-2cm)      18.6    (feet)  VERTCON   
 AW4859  ___________________________________________________________________
 AW4859  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW4859
 AW4859  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4859
 AW4859.The horizontal coordinates were scaled from a topographic map and have
 AW4859.an estimated accuracy of +/- 6 seconds.
 AW4859
 AW4859.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4859.The vertical order pertains to the NGVD 29 superseded value.
 AW4859
 AW4859.This Tidal Bench Mark is designated as VM 11220
 AW4859.by the Center for Operational Oceanographic Products and Services.
 AW4859
 AW4859.The geoid height was determined by GEOID03.
 AW4859
 AW4859;                    North         East    Units  Estimated Accuracy
 AW4859;SPC TXSC     - 4,211,150.      988,760.      MT  (+/- 180 meters Scaled)
 AW4859
 AW4859                          SUPERSEDED SURVEY CONTROL
 AW4859
 AW4859  NGVD 29 (??/??/??)    5.673  (m)           18.61   (f) ADJUSTED    1 2
 AW4859
 AW4859.Superseded values are not recommended for survey control.
 AW4859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4859.See file dsdata.txt to determine how the superseded data were derived.
 AW4859
 AW4859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN081847(NAD 83)
 AW4859_MARKER: DJ = TIDAL STATION DISK
 AW4859_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4859_SP_SET: STAINLESS STEEL ROD
 AW4859_STAMPING: 0613 D 1980
 AW4859_MARK LOGO: NOS   
 AW4859_PROJECTION: RECESSED 9 CENTIMETERS
 AW4859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4859_ROD/PIPE-DEPTH: 13.7 meters
 AW4859
 AW4859  HISTORY     - Date     Condition        Report By
 AW4859  HISTORY     - 1980     MONUMENTED       NOS
 AW4859  HISTORY     - 1983     GOOD             NGS
 AW4859  HISTORY     - 19980114 MARK NOT FOUND   USPSQD
 AW4859  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW4859
 AW4859                          STATION DESCRIPTION
 AW4859
 AW4859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4859'IN MORGANS POINT.
 AW4859'IN MORGANS POINT, AT PORT OF HOUSTON AUTHORITY FACILITIES, 52 METERS
 AW4859'(169 FT) SOUTHEAST OF THE EAST END OF THE RAILROAD TRACKS, 1.2 METERS
 AW4859'(4.1 FT) NORTHWEST OF THE SOUTHEAST FENCE CORNER OF THE FACILITIES
 AW4859'COMPOUND, 1.0 METER (3.4 FT) NORTH OF THE SOUTH FENCE LINE, AND
 AW4859'1.0 METERS (3.4 FT) WEST OF THE EAST FENCE LINE.  NOTE, THE ROD WAS
 AW4859'DRIVEN TO SUBSTANTIAL RESISTANCE AND ENCASED IN A 4-INCH PVC PIPE AND
 AW4859'CONCRETE KICKBLOCK.
 AW4859
 AW4859                          STATION RECOVERY (1998)
 AW4859
 AW4859'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4859'MARK NOT FOUND.
 AW4859
 AW4859                          STATION RECOVERY (2005)
 AW4859
 AW4859'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW4859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4857 ***********************************************************************
 AW4857  HT_MOD      -  This is a Height Modernization Survey Station.
 AW4857  TIDAL BM    -  This is a Tidal Bench Mark.
 AW4857  DESIGNATION -  877 0613 TIDAL 10
 AW4857  PID         -  AW4857
 AW4857  STATE/COUNTY-  TX/HARRIS
 AW4857  USGS QUAD   -  MORGANS POINT (1993)
 AW4857
 AW4857                         *CURRENT SURVEY CONTROL
 AW4857  ___________________________________________________________________
 AW4857* NAD 83(1993)-  29 40 58.24466(N)    094 59 05.61358(W)     ADJUSTED  
 AW4857* NAVD 88     -         4.24   (meters)      13.9    (feet)  GPS OBS   
 AW4857  ___________________________________________________________________
 AW4857  X           -    -481,885.558 (meters)                     COMP
 AW4857  Y           -  -5,524,754.667 (meters)                     COMP
 AW4857  Z           -   3,139,867.477 (meters)                     COMP
 AW4857  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW4857  ELLIP HEIGHT-         -22.94  (meters)          (12/03/01) GPS OBS
 AW4857  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW4857
 AW4857  HORZ ORDER  -  FIRST
 AW4857  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4857  ELLP ORDER  -  FOURTH    CLASS II
 AW4857
 AW4857.The horizontal coordinates were established by GPS observations
 AW4857.and adjusted by the National Geodetic Survey in December 2001..
 AW4857
 AW4857.The orthometric height was determined by GPS observations and a
 AW4857.high-resolution geoid model using precise GPS observation and
 AW4857.processing techniques.
 AW4857.The vertical order pertains to the NGVD 29 superseded value.
 AW4857
 AW4857.This Tidal Bench Mark is designated as VM 11216
 AW4857.by the Center for Operational Oceanographic Products and Services.
 AW4857
 AW4857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW4857
 AW4857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4857
 AW4857.The ellipsoidal height was determined by GPS observations
 AW4857.and is referenced to NAD 83.
 AW4857
 AW4857.The geoid height was determined by GEOID03.
 AW4857
 AW4857;                    North         East     Units Scale Factor Converg.
 AW4857;SPC TXSC     - 4,211,645.603   988,506.351   MT  0.99988161   +1 58 01.4
 AW4857;SPC TXSC     -13,817,707.28  3,243,124.59   sFT  0.99988161   +1 58 01.4
 AW4857;UTM  15      - 3,285,290.793   307,936.180   MT  1.00005517   -0 58 59.6
 AW4857
 AW4857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4857!SPC TXSC     -   1.00000360  x   0.99988161  =   0.99988521
 AW4857!UTM  15      -   1.00000360  x   1.00005517  =   1.00005877
 AW4857
 AW4857                          SUPERSEDED SURVEY CONTROL
 AW4857
 AW4857  NGVD 29 (??/??/??)    4.200  (m)           13.78   (f) ADJUSTED    1 2
 AW4857
 AW4857.Superseded values are not recommended for survey control.
 AW4857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4857.See file dsdata.txt to determine how the superseded data were derived.
 AW4857
 AW4857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0793685291(NAD 83)
 AW4857_MARKER: DJ = TIDAL STATION DISK
 AW4857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4857_SP_SET: SHIP PIER
 AW4857_STAMPING: NO 10 1975
 AW4857_MARK LOGO: NOS   
 AW4857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4857
 AW4857  HISTORY     - Date     Condition        Report By
 AW4857  HISTORY     - 1975     MONUMENTED       NOS
 AW4857  HISTORY     - 1983     GOOD             NGS
 AW4857  HISTORY     - 19971115 GOOD             USPSQD
 AW4857
 AW4857                          STATION DESCRIPTION
 AW4857
 AW4857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4857'IN MORGANS POINT.
 AW4857'IN MORGANS POINT ON THE WEST SIDE OF THE EAST LEG OF U SHAPED
 AW4857'PIER AT THE PORT OF HOUSTON AUTHORITYS FACILITIES, 3.9 METERS
 AW4857'(12.8 FT) SOUTH OF THE CENTERLINE OF THE PIER, 3.4 METERS (11.2 FT)
 AW4857'SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE PIER, AND
 AW4857'2.6 METERS (8.5 FT) SOUTH OF THE SOUTHEAST CORNER OF A FIRE HYDRANT
 AW4857'HOSE HOUSE ON THE EAST SIDE OF THE PIER.
 AW4857
 AW4857                          STATION RECOVERY (1997)
 AW4857
 AW4857'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ4423 ***********************************************************************
 AJ4423  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4423  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ4423  DESIGNATION -  877 0733 C TIDAL
 AJ4423  PID         -  AJ4423
 AJ4423  STATE/COUNTY-  TX/HARRIS
 AJ4423  USGS QUAD   -  HIGHLANDS (1995)
 AJ4423
 AJ4423                         *CURRENT SURVEY CONTROL
 AJ4423  ___________________________________________________________________
 AJ4423* NAD 83(1993)-  29 45 52.85465(N)    095 04 42.10560(W)     ADJUSTED  
 AJ4423* NAVD 88     -         2.23   (meters)       7.3    (feet)  GPS OBS   
 AJ4423  ___________________________________________________________________
 AJ4423  X           -    -490,499.483 (meters)                     COMP
 AJ4423  Y           -  -5,519,479.321 (meters)                     COMP
 AJ4423  Z           -   3,147,744.218 (meters)                     COMP
 AJ4423  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AJ4423  ELLIP HEIGHT-         -25.01  (meters)          (12/03/01) GPS OBS
 AJ4423  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AJ4423
 AJ4423  HORZ ORDER  -  FIRST
 AJ4423  ELLP ORDER  -  FOURTH    CLASS II
 AJ4423
 AJ4423.The horizontal coordinates were established by GPS observations
 AJ4423.and adjusted by the National Geodetic Survey in December 2001..
 AJ4423
 AJ4423.The orthometric height was determined by GPS observations and a
 AJ4423.high-resolution geoid model using precise GPS observation and
 AJ4423.processing techniques.
 AJ4423
 AJ4423.This Tidal Bench Mark is designated as VM 16091
 AJ4423.by the Center for Operational Oceanographic Products and Services.
 AJ4423
 AJ4423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4423
 AJ4423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4423
 AJ4423.The ellipsoidal height was determined by GPS observations
 AJ4423.and is referenced to NAD 83.
 AJ4423
 AJ4423.The geoid height was determined by GEOID03.
 AJ4423
 AJ4423;                    North         East     Units Scale Factor Converg.
 AJ4423;SPC TXSC     - 4,220,403.934   979,161.425   MT  0.99989128   +1 55 16.5
 AJ4423;SPC TXSC     -13,846,441.91  3,212,465.44   sFT  0.99989128   +1 55 16.5
 AJ4423;UTM  15      - 3,294,520.486   299,052.982   MT  1.00009824   -1 01 55.7
 AJ4423
 AJ4423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4423!SPC TXSC     -   1.00000393  x   0.99989128  =   0.99989521
 AJ4423!UTM  15      -   1.00000393  x   1.00009824  =   1.00010217
 AJ4423
 AJ4423:                Primary Azimuth Mark                     Grid Az
 AJ4423:SPC TXSC     -  TORY HILL RESET                          069 33 14.1
 AJ4423:UTM  15      -  TORY HILL RESET                          072 30 26.3
 AJ4423
 AJ4423|---------------------------------------------------------------------|
 AJ4423| PID    Reference Object                     Distance      Geod. Az  |
 AJ4423|                                                           dddmmss.s |
 AJ4423| AW0941 TORY HILL RESET                     APPROX. 0.5 KM 0712830.6 |
 AJ4423|---------------------------------------------------------------------|
 AJ4423
 AJ4423                          SUPERSEDED SURVEY CONTROL
 AJ4423
 AJ4423.No superseded survey control is available for this station.
 AJ4423
 AJ4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9905394520(NAD 83)
 AJ4423_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AJ4423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4423_SP_SET: CRIMPED TO STAINLESS STEEL ROD
 AJ4423_STAMPING: LUB 0733 C 1995
 AJ4423_MARK LOGO: NOS   
 AJ4423_PROJECTION: FLUSH
 AJ4423_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ4423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4423+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AJ4423_ROD/PIPE-DEPTH: 16.8 meters
 AJ4423
 AJ4423  HISTORY     - Date     Condition        Report By
 AJ4423  HISTORY     - 1995     MONUMENTED       NGS
 AJ4423  HISTORY     - 20001012 GOOD             NGS
 AJ4423  HISTORY     - 20040317 GOOD             USPSQD
 AJ4423
 AJ4423                          STATION DESCRIPTION
 AJ4423
 AJ4423'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (BES)
 AJ4423'THE PRIMARY BENCH MARK IS A DISK SET IN THE EAST SIDE OF THE LYNCHBURG
 AJ4423'LANDING FERRY COMPOUND, 25.51 M (83.7 FT) NW OF A FENCE ON THE SE SIDE
 AJ4423'OF THE COMPOUND, 10.88 M (35.7 FT) WSW OF THE NE CORNER OF THE MAIN
 AJ4423'FERRY BUILDING, AND 4.81 M (15.8 FT) ENE OF THE SE CORNER OF THE MAIN
 AJ4423'BUILDING.  THE BENCH MARK IS CRIMPED TO A STAINLESS STEEL ROD DRIVEN
 AJ4423'16.M (55 FT) TO REFUSAL, AND ENCASED IN A 6-INCH PVC PIPE WITH
 AJ4423'CONCRETE KICKBLOCK.
 AJ4423' 
 AJ4423'TO REACH THE TIDAL BENCH MARK FROM THE POST OFFICE IN HIGHLANDS,
 AJ4423'TRAVEL SOUTH ON CROSBY-LYNCHBURG ROAD FOR 5.8 KM (3.6 MI) TO FERRY
 AJ4423'LANDING.  THE TIDE GAGE AND STAFF WERE ON OLD FERRY LANDING, NOW IN
 AJ4423'RUINS.
 AJ4423
 AJ4423                          STATION RECOVERY (2004)
 AJ4423
 AJ4423'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AJ4423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1032 ***********************************************************************
 AW1032  DESIGNATION -  877 0898 TIDAL 4
 AW1032  PID         -  AW1032
 AW1032  STATE/COUNTY-  TX/HARRIS
 AW1032  USGS QUAD   -  LEAGUE CITY (1995)
 AW1032
 AW1032                         *CURRENT SURVEY CONTROL
 AW1032  ___________________________________________________________________
 AW1032* NAD 83(1986)-  29 33 54.     (N)    095 03 58.     (W)     SCALED    
 AW1032* NAVD 88     -         2.94   (+/-2cm)       9.6    (feet)  VERTCON   
 AW1032  ___________________________________________________________________
 AW1032  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1032
 AW1032  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1032
 AW1032.The horizontal coordinates were scaled from a topographic map and have
 AW1032.an estimated accuracy of +/- 6 seconds.
 AW1032
 AW1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1032.The vertical order pertains to the NGVD 29 superseded value.
 AW1032
 AW1032.The geoid height was determined by GEOID03.
 AW1032
 AW1032;                    North         East    Units  Estimated Accuracy
 AW1032;SPC TXSC     - 4,198,330.      981,090.      MT  (+/- 180 meters Scaled)
 AW1032
 AW1032                          SUPERSEDED SURVEY CONTROL
 AW1032
 AW1032  NGVD 29 (??/??/92)    2.937  (m)            9.64   (f) ADJ UNCH    1 1
 AW1032
 AW1032.Superseded values are not recommended for survey control.
 AW1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1032.See file dsdata.txt to determine how the superseded data were derived.
 AW1032
 AW1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN998723(NAD 83)
 AW1032_MARKER: DJ = TIDAL STATION DISK
 AW1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1032_STAMPING: NO 4 1963
 AW1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1032+STABILITY: SURFACE MOTION
 AW1032
 AW1032  HISTORY     - Date     Condition        Report By
 AW1032  HISTORY     - 1963     MONUMENTED       CGS
 AW1032  HISTORY     - 1973     POOR             NGS
 AW1032  HISTORY     - 1978     GOOD             NGS
 AW1032  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW1032  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW1032  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW1032
 AW1032                          STATION DESCRIPTION
 AW1032
 AW1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1032'2.75 MI W FROM SEABROOK.
 AW1032'2.75 MILES WEST ALONG NASA 1 HIGHWAY FROM THE JUNCTION OF STATE
 AW1032'HIGHWAY 146 AT SEABROOK, AT THE EAST EDGE OF CLEAR LAKE PARK, AT THE
 AW1032'REAR OF THE PARK TENANTS HOME, 84.0 FEET SOUTH OF THE SOUTHEAST CORNER
 AW1032'OF THE HOUSE, 23.2 FEET SOUTH OF AN EAST-WEST FENCE, 10.5 FEET EAST OF
 AW1032'A FLOOD LIGHT POLE, 2.5 FEET WEST OF THE EAST BOUNDARY FENCE, 0.6 FOOT
 AW1032'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST THAT IS 0.1
 AW1032'FOOT BELOW THE LEVEL OF THE GROUND.  NOTE-- THIS BENCH MARK IS LOOSE.
 AW1032
 AW1032                          STATION RECOVERY (1978)
 AW1032
 AW1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1032'RECOVERED IN GOOD CONDITION.
 AW1032
 AW1032                          STATION RECOVERY (1983)
 AW1032
 AW1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1032'NOT RECOVERED.  POSSIBLY TAKEN OUT WITH MOWING EQUIPMENT.
 AW1032
 AW1032                          STATION RECOVERY (1994)
 AW1032
 AW1032'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1032'MARK NOT FOUND.
 AW1032
 AW1032                          STATION RECOVERY (2005)
 AW1032
 AW1032'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1031 ***********************************************************************
 AW1031  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1031  DESIGNATION -  877 0898 TIDAL 5
 AW1031  PID         -  AW1031
 AW1031  STATE/COUNTY-  TX/HARRIS
 AW1031  USGS QUAD   -  LEAGUE CITY (1995)
 AW1031
 AW1031                         *CURRENT SURVEY CONTROL
 AW1031  ___________________________________________________________________
 AW1031* NAD 83(1986)-  29 33 54.     (N)    095 04 01.     (W)     SCALED    
 AW1031* NAVD 88     -         1.23   (+/-2cm)       4.0    (feet)  VERTCON   
 AW1031  ___________________________________________________________________
 AW1031  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1031
 AW1031  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1031
 AW1031.The horizontal coordinates were scaled from a topographic map and have
 AW1031.an estimated accuracy of +/- 6 seconds.
 AW1031
 AW1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1031.The vertical order pertains to the NGVD 29 superseded value.
 AW1031
 AW1031.This Tidal Bench Mark is designated as VM 12243
 AW1031.by the Center for Operational Oceanographic Products and Services.
 AW1031
 AW1031.The geoid height was determined by GEOID03.
 AW1031
 AW1031;                    North         East    Units  Estimated Accuracy
 AW1031;SPC TXSC     - 4,198,320.      981,010.      MT  (+/- 180 meters Scaled)
 AW1031
 AW1031                          SUPERSEDED SURVEY CONTROL
 AW1031
 AW1031  NGVD 29 (??/??/??)    1.224  (m)            4.02   (f) ADJUSTED    1 1
 AW1031
 AW1031.Superseded values are not recommended for survey control.
 AW1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1031.See file dsdata.txt to determine how the superseded data were derived.
 AW1031
 AW1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN997723(NAD 83)
 AW1031_MARKER: DJ = TIDAL STATION DISK
 AW1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1031_STAMPING: NO 5 1963
 AW1031_MARK LOGO: NOS   
 AW1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1031+STABILITY: SURFACE MOTION
 AW1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1031+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW1031
 AW1031  HISTORY     - Date     Condition        Report By
 AW1031  HISTORY     - 1963     MONUMENTED       CGS
 AW1031  HISTORY     - 1973     GOOD             NGS
 AW1031  HISTORY     - 1978     GOOD             NGS
 AW1031  HISTORY     - 1983     GOOD             NGS
 AW1031  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1031  HISTORY     - 1990     GOOD             USPSQD
 AW1031  HISTORY     - 19931120 POOR             USPSQD
 AW1031  HISTORY     - 20010203 GOOD             USPSQD
 AW1031  HISTORY     - 20010730 GOOD             NGS
 AW1031  HISTORY     - 20050114 GOOD             USPSQD
 AW1031
 AW1031                          STATION DESCRIPTION
 AW1031
 AW1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1031'2.75 MI W FROM SEABROOK.
 AW1031'2.75 MILES WEST ALONG NASA 1 ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW1031'146 AT SEABROOK, THENCE 300 FEET SOUTHWEST THRU THE EAST ENTRANCE TO
 AW1031'CLEAR LAKE PARK, AT THE BRICK PAVILLION IN THE PARK, 17.2 FEET
 AW1031'SOUTHWEST OF THE NORTH CORNER OF THE PAVILLION, 2.8 FEET NORTHEAST OF
 AW1031'THE NORTHEAST FACE OF AN OFF-SET IN THE BUILDING, 2.8 FEET NORTHWEST
 AW1031'OF THE NORTHWEST FACE OF THE BUILDING, 0.7 FOOT NORTHEAST OF A WITNESS
 AW1031'POST, SET IN THE TOP OF A CONCRETE POST.  AND ABOUT 0.2 FOOT BELOW THE
 AW1031'LEVEL OF THE GROUND.
 AW1031
 AW1031                          STATION RECOVERY (1978)
 AW1031
 AW1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1031'RECOVERED IN GOOD CONDITION.
 AW1031
 AW1031                          STATION RECOVERY (1983)
 AW1031
 AW1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1031'RECOVERED THIS DATE, NOTE, SHOULD READ 4.8 KM (3.0 MI) WEST ALONG NASA
 AW1031'1 HIGHWAY FROM THE JUNCTION OF STATE ROUTE 146 IN SEABROOK.
 AW1031'THE MARK IS 0.61 M BELOW GROUND.
 AW1031
 AW1031                          STATION RECOVERY (1987)
 AW1031
 AW1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1031'NOT RECOVERED, CONSIDER DESTROYED BY THE CONSTRUCTION OF A NEW
 AW1031'PAVILION.
 AW1031
 AW1031                          STATION RECOVERY (1990)
 AW1031
 AW1031'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1031'RECOVERED IN GOOD CONDITION.
 AW1031
 AW1031                          STATION RECOVERY (1993)
 AW1031
 AW1031'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1031'MARK RECOVERED IN POOR CONDITION.
 AW1031
 AW1031                          STATION RECOVERY (2001)
 AW1031
 AW1031'RECOVERY NOTE BY US POWER SQUADRON 2001 (RC)
 AW1031'RECOVERED IN GOOD CONDITION.
 AW1031
 AW1031                          STATION RECOVERY (2001)
 AW1031
 AW1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1031'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW1031
 AW1031                          STATION RECOVERY (2005)
 AW1031
 AW1031'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3853 ***********************************************************************
 AW3853  DESIGNATION -  877 0898 TIDAL 6
 AW3853  PID         -  AW3853
 AW3853  STATE/COUNTY-  TX/HARRIS
 AW3853  USGS QUAD   -  LEAGUE CITY (1995)
 AW3853
 AW3853                         *CURRENT SURVEY CONTROL
 AW3853  ___________________________________________________________________
 AW3853* NAD 83(1986)-  29 33 54.     (N)    095 04 03.     (W)     SCALED    
 AW3853* NAVD 88     -         1.86   (+/-2cm)       6.1    (feet)  VERTCON   
 AW3853  ___________________________________________________________________
 AW3853  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW3853
 AW3853  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3853
 AW3853.The horizontal coordinates were scaled from a topographic map and have
 AW3853.an estimated accuracy of +/- 6 seconds.
 AW3853
 AW3853.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3853.The vertical order pertains to the NGVD 29 superseded value.
 AW3853
 AW3853.The geoid height was determined by GEOID03.
 AW3853
 AW3853;                    North         East    Units  Estimated Accuracy
 AW3853;SPC TXSC     - 4,198,320.      980,960.      MT  (+/- 180 meters Scaled)
 AW3853
 AW3853                          SUPERSEDED SURVEY CONTROL
 AW3853
 AW3853  NGVD 29 (??/??/92)    1.862  (m)            6.11   (f) ADJ UNCH    1 2
 AW3853
 AW3853.Superseded values are not recommended for survey control.
 AW3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3853.See file dsdata.txt to determine how the superseded data were derived.
 AW3853
 AW3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN997723(NAD 83)
 AW3853_MARKER: DJ = TIDAL STATION DISK
 AW3853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3853_STAMPING: NO 6 1963
 AW3853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3853+STABILITY: SURFACE MOTION
 AW3853
 AW3853  HISTORY     - Date     Condition        Report By
 AW3853  HISTORY     - 1963     MONUMENTED       CGS
 AW3853  HISTORY     - 1964     GOOD             NGS
 AW3853  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3853  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW3853  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3853  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW3853  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW3853
 AW3853                          STATION DESCRIPTION
 AW3853
 AW3853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3853'3.2 MI W FROM SEABROOK.
 AW3853'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 146 FROM THE FIRST METHODIST
 AW3853'CHURCH AT SEABROOK, THENCE 3.05 MILES WEST ALONG FARM ROAD 528, 155
 AW3853'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 122 FEET SOUTH OF THE
 AW3853'CENTER OF A GATE AT THE SOUTHWEST ENTRANCE TO THE HARRIS COUNTY-CLEAR
 AW3853'LAKE PARK, 113 FEET SOUTHEAST OF A WIRE-MESH FENCE, 47 FEET SOUTHWEST
 AW3853'OF THE CENTER LINE OF A ROAD LEADING TO THE BEACH, 6 FEET SOUTHEAST OF
 AW3853'A 10-INCH OAK TREE WITH A WITNESS SIGN NAILED ON ITS NORTH SIDE, ABOUT
 AW3853'6 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AW3853'POST 2 INCHES BELOW THE LEVEL OF THE GROUND.
 AW3853
 AW3853                          STATION RECOVERY (1973)
 AW3853
 AW3853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3853'MARK NOT FOUND.
 AW3853
 AW3853                          STATION RECOVERY (1983)
 AW3853
 AW3853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW3853'NOT RECOVERED.  AREA MENTIONED IN THE DESCRIPTION APPEARS NOW TO BE A
 AW3853'PARKING LOT.
 AW3853
 AW3853                          STATION RECOVERY (1990)
 AW3853
 AW3853'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW3853'MARK NOT FOUND.
 AW3853
 AW3853                          STATION RECOVERY (1994)
 AW3853
 AW3853'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3853'MARK NOT FOUND.
 AW3853
 AW3853                          STATION RECOVERY (2005)
 AW3853
 AW3853'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1030 ***********************************************************************
 AW1030  DESIGNATION -  877 0898 TIDAL 9
 AW1030  PID         -  AW1030
 AW1030  STATE/COUNTY-  TX/HARRIS
 AW1030  USGS QUAD   -  LEAGUE CITY (1995)
 AW1030
 AW1030                         *CURRENT SURVEY CONTROL
 AW1030  ___________________________________________________________________
 AW1030* NAD 83(1986)-  29 33 57.     (N)    095 03 57.     (W)     SCALED    
 AW1030* NAVD 88     -         3.789  (meters)      12.43   (feet)  ADJUSTED  
 AW1030  ___________________________________________________________________
 AW1030  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1030  DYNAMIC HT  -           3.783 (meters)      12.41  (feet)  COMP
 AW1030  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 AW1030
 AW1030  VERT ORDER  -  FIRST     CLASS II
 AW1030
 AW1030.The horizontal coordinates were scaled from a topographic map and have
 AW1030.an estimated accuracy of +/- 6 seconds.
 AW1030
 AW1030.The orthometric height was determined by differential leveling
 AW1030.and adjusted by the National Geodetic Survey in June 1991..
 AW1030
 AW1030.The geoid height was determined by GEOID03.
 AW1030
 AW1030.The dynamic height is computed by dividing the NAVD 88
 AW1030.geopotential number by the normal gravity value computed on the
 AW1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1030.degrees latitude (g = 980.6199 gals.).
 AW1030
 AW1030.The modeled gravity was interpolated from observed gravity values.
 AW1030
 AW1030;                    North         East    Units  Estimated Accuracy
 AW1030;SPC TXSC     - 4,198,420.      981,110.      MT  (+/- 180 meters Scaled)
 AW1030
 AW1030                          SUPERSEDED SURVEY CONTROL
 AW1030
 AW1030  NGVD 29 (12/23/87)    3.785  (m)           12.42   (f) ADJUSTED    1 2
 AW1030
 AW1030.Superseded values are not recommended for survey control.
 AW1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1030.See file dsdata.txt to determine how the superseded data were derived.
 AW1030
 AW1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN998724(NAD 83)
 AW1030_MARKER: DJ = TIDAL STATION DISK
 AW1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1030_SP_SET: CONCRETE POST
 AW1030_STAMPING: NO 9 1973
 AW1030_MARK LOGO: NOS   
 AW1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1030+STABILITY: SURFACE MOTION
 AW1030
 AW1030  HISTORY     - Date     Condition        Report By
 AW1030  HISTORY     - 1973     MONUMENTED       NOS
 AW1030  HISTORY     - 1978     GOOD             USPSQD
 AW1030  HISTORY     - 1978     GOOD             NGS
 AW1030  HISTORY     - 1983     GOOD             NGS
 AW1030  HISTORY     - 1987     GOOD             USPSQD
 AW1030  HISTORY     - 1987     GOOD             USPSQD
 AW1030  HISTORY     - 1987     GOOD             USPSQD
 AW1030  HISTORY     - 1987     GOOD             USPSQD
 AW1030  HISTORY     - 1987     GOOD             USPSQD
 AW1030  HISTORY     - 1987     GOOD             USPSQD
 AW1030  HISTORY     - 1987     GOOD             NGS
 AW1030  HISTORY     - 1988     GOOD             USPSQD
 AW1030  HISTORY     - 1988     GOOD             USPSQD
 AW1030  HISTORY     - 1988     GOOD             USPSQD
 AW1030  HISTORY     - 1988     GOOD             USPSQD
 AW1030  HISTORY     - 1989     GOOD             USPSQD
 AW1030  HISTORY     - 1989     GOOD             USPSQD
 AW1030  HISTORY     - 1989     GOOD             USPSQD
 AW1030  HISTORY     - 19931120 GOOD             USPSQD
 AW1030  HISTORY     - 20010203 MARK NOT FOUND   USPSQD
 AW1030  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW1030  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW1030
 AW1030                          STATION DESCRIPTION
 AW1030
 AW1030'DESCRIBED BY US POWER SQUADRON 1978 (NGS)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1978)
 AW1030
 AW1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1030'2.8 MI WEST FROM SEABROOK.
 AW1030'ABOUT 2.8 MILES WEST ALONG NASA 1 ROAD FROM THE JUNCTION OF STATE
 AW1030'HIGHWAY 3 AT SEABROOK.  90 FEET WEST OF EXTENDED CENTERLINE OF EAST
 AW1030'DRIVEWAY TO CLEAR LAKE PARK, 45 FEET NORTH OF THE CENTERLINE OF THE
 AW1030'ROAD, AND 9 FEET WEST OF A POWER POLE.
 AW1030'+0
 AW1030
 AW1030                          STATION RECOVERY (1983)
 AW1030
 AW1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1030'RECOVERED IN GOOD CONDITION.  NOTE, SHOULD READ 4.5 KM (2.8 MI) WEST
 AW1030'ALONG NASA 1 ROAD FROM THE JUNCTION OF STATE ROUTE 146 IN SEABROOK.
 AW1030
 AW1030                          STATION RECOVERY (1987)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1987)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1987)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1987)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1987)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1987)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1987)
 AW1030
 AW1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1030'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1030'EXCEPT FOR THE FOLLOWING ADDITIONS. 1.89 METERS (6.2 FT)
 AW1030'SOUTH-SOUTHEAST OF A BOARD FENCE AROUND CLEAR LAKE PARK.
 AW1030'THE MARK IS 0.25 METERS  SSE FROM  A WITNESS POST
 AW1030
 AW1030                          STATION RECOVERY (1988)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1988)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1988)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1988)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1989)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1989)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1989)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (1993)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1030'RECOVERED IN GOOD CONDITION.
 AW1030
 AW1030                          STATION RECOVERY (2001)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 2001 (RC)
 AW1030'MARK NOT FOUND.
 AW1030
 AW1030                          STATION RECOVERY (2001)
 AW1030
 AW1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1030'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW1030
 AW1030                          STATION RECOVERY (2005)
 AW1030
 AW1030'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ4424 ***********************************************************************
 AJ4424  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4424  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ4424  DESIGNATION -  877 1013 A TIDAL
 AJ4424  PID         -  AJ4424
 AJ4424  STATE/COUNTY-  TX/GALVESTON
 AJ4424  USGS QUAD   -  TEXAS CITY (1994)
 AJ4424
 AJ4424                         *CURRENT SURVEY CONTROL
 AJ4424  ___________________________________________________________________
 AJ4424* NAD 83(1993)-  29 28 50.37553(N)    094 55 07.29043(W)     ADJUSTED  
 AJ4424* NAVD 88     -         1.44   (meters)       4.7    (feet)  GPS OBS   
 AJ4424  ___________________________________________________________________
 AJ4424  X           -    -476,450.242 (meters)                     COMP
 AJ4424  Y           -  -5,536,328.515 (meters)                     COMP
 AJ4424  Z           -   3,120,376.222 (meters)                     COMP
 AJ4424  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AJ4424  ELLIP HEIGHT-         -25.44  (meters)          (02/14/02) GPS OBS
 AJ4424  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AJ4424
 AJ4424  HORZ ORDER  -  FIRST
 AJ4424  ELLP ORDER  -  FOURTH    CLASS II
 AJ4424
 AJ4424.The horizontal coordinates were established by GPS observations
 AJ4424.and adjusted by the National Geodetic Survey in December 2001..
 AJ4424
 AJ4424.The orthometric height was determined by GPS observations and a
 AJ4424.high-resolution geoid model using precise GPS observation and
 AJ4424.processing techniques.
 AJ4424
 AJ4424.This Tidal Bench Mark is designated as VM 13445
 AJ4424.by the Center for Operational Oceanographic Products and Services.
 AJ4424
 AJ4424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4424
 AJ4424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4424
 AJ4424.The ellipsoidal height was determined by GPS observations
 AJ4424.and is referenced to NAD 83.
 AJ4424
 AJ4424.The geoid height was determined by GEOID03.
 AJ4424
 AJ4424;                    North         East     Units Scale Factor Converg.
 AJ4424;SPC TXSC     - 4,189,472.443   995,691.288   MT  0.99986647   +1 59 58.1
 AJ4424;SPC TXSC     -13,744,960.84  3,266,697.17   sFT  0.99986647   +1 59 58.1
 AJ4424;UTM  15      - 3,262,773.770   313,972.619   MT  1.00002702   -0 56 40.3
 AJ4424
 AJ4424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4424!SPC TXSC     -   1.00000400  x   0.99986647  =   0.99987047
 AJ4424!UTM  15      -   1.00000400  x   1.00002702  =   1.00003102
 AJ4424
 AJ4424                          SUPERSEDED SURVEY CONTROL
 AJ4424
 AJ4424  ELLIP H (12/03/01)  -25.43   (m)                       GP(       ) 4 2
 AJ4424
 AJ4424.Superseded values are not recommended for survey control.
 AJ4424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4424.See file dsdata.txt to determine how the superseded data were derived.
 AJ4424
 AJ4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1397362774(NAD 83)
 AJ4424_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AJ4424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4424_SP_SET: CRIMPED TO A STAINLESS STEEL ROD
 AJ4424_STAMPING: LUB 1013 A 1992
 AJ4424_MARK LOGO: NGS   
 AJ4424_PROJECTION: RECESSED 5 CENTIMETERS
 AJ4424_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ4424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4424+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 AJ4424_ROD/PIPE-DEPTH: 10.7 meters
 AJ4424
 AJ4424  HISTORY     - Date     Condition        Report By
 AJ4424  HISTORY     - 1992     MONUMENTED       NOS
 AJ4424  HISTORY     - 20001012 GOOD             NGS
 AJ4424  HISTORY     - 20040611 GOOD             USPSQD
 AJ4424
 AJ4424                          STATION DESCRIPTION
 AJ4424
 AJ4424'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (BES)
 AJ4424'THE PRIMARY BENCH MARK IS A DISK LOCATDE EAST OF--BUTLERS OF THE
 AJ4424'BAY--MOTEL, NEASR THE FOOT OF A PRIVATE PIER, 40.51 M (132.9 FT) EAST
 AJ4424'OF THE CENTERLINE OF 5TH STREET, 3.69 M (12.1 FT) NE OF THE NORTH EDGE
 AJ4424'OF TRHE PRIVATE PIER, 3.35 M (10.9 FT) SW OF A FENCE, AND 0.70 M (2.3
 AJ4424'FT) WNW OF THE BULKHEAD.  THE BENCH MARK IS SET 5 CM (0.2 FT) BELOW
 AJ4424'THE GROUND LEVEL, CRIMPED TO A STAINLESS STEEL ROD DRIVEN 10.7 M
 AJ4424'(35 FT) TO REFUSAL, AND ENCLOSED IN A 6-INCH PVC PIPE WITH CONCRETE
 AJ4424'KICKBLOCK.
 AJ4424' 
 AJ4424'TO REACH THE TIDAL BENCH MARK FROM THE POST OFFICE IN SAN LEON, HEAD
 AJ4424'SOUTH ON 9TH STREET FOR 1.4 KM (0.9 MI) TO AVENUE I, THEN TURN EAST ON
 AJ4424'AVENUE I FOR 0.6 KM (0.4 MI) TO 5TH STREET, THEN TURN SOUTH ON 5TH
 AJ4424'STREET AND GO APPROXIMATELY 183 M (600 FT) TO--BUTLERS ON THE BAY
 AJ4424'MOTEL--. THE BENCH MARK IS LOCATED IN THE VICINITY OF THE PIER AND
 AJ4424'ALONG 5TH STREET.  THE TIDE GAGE IS LOCATED ON THE PIER OPPOSITE
 AJ4424'THE HOTEL, MOUNTED ON A SQUARE GALVANIZED STEEL STRUCTURE.
 AJ4424
 AJ4424                          STATION RECOVERY (2004)
 AJ4424
 AJ4424'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AJ4424'LUB 1013 A. FOUND AS DESCRIBED.
 AJ4424'LUB 1013 B. N29 28 50.4 W094 55 08.6 2 FEET NORTH OF TELEPHONE POLE.
 AJ4424'NEAR INTERSECTION OF 5TH AND AVE J.
 AJ4424'LUB 1013 C. N29 58 52.1 W094 55 08.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ4425 ***********************************************************************
 AJ4425  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4425  DESIGNATION -  877 1328 F TIDAL
 AJ4425  PID         -  AJ4425
 AJ4425  STATE/COUNTY-  TX/GALVESTON
 AJ4425  USGS QUAD   -  GALVESTON (1994)
 AJ4425
 AJ4425                         *CURRENT SURVEY CONTROL
 AJ4425  ___________________________________________________________________
 AJ4425* NAD 83(1993)-  29 21 54.68270(N)    094 46 50.15917(W)     ADJUSTED  
 AJ4425* NAVD 88     -         2.27   (meters)       7.4    (feet)  GPS OBS   
 AJ4425  ___________________________________________________________________
 AJ4425  X           -    -463,629.513 (meters)                     COMP
 AJ4425  Y           -  -5,543,727.317 (meters)                     COMP
 AJ4425  Z           -   3,109,228.593 (meters)                     COMP
 AJ4425  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AJ4425  ELLIP HEIGHT-         -24.40  (meters)          (02/14/02) GPS OBS
 AJ4425  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AJ4425
 AJ4425  HORZ ORDER  -  FIRST
 AJ4425  ELLP ORDER  -  FOURTH    CLASS II
 AJ4425
 AJ4425.The horizontal coordinates were established by GPS observations
 AJ4425.and adjusted by the National Geodetic Survey in December 2001..
 AJ4425
 AJ4425.The orthometric height was determined by GPS observations and a
 AJ4425.high-resolution geoid model using precise GPS observation and
 AJ4425.processing techniques.
 AJ4425
 AJ4425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4425
 AJ4425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4425
 AJ4425.The ellipsoidal height was determined by GPS observations
 AJ4425.and is referenced to NAD 83.
 AJ4425
 AJ4425.The geoid height was determined by GEOID03.
 AJ4425
 AJ4425;                    North         East     Units Scale Factor Converg.
 AJ4425;SPC TXSC     - 4,177,158.584 1,009,535.486   MT  0.99986338   +2 04 01.7
 AJ4425;SPC TXSC     -13,704,561.12  3,312,117.67   sFT  0.99986338   +2 04 01.7
 AJ4425;UTM  15      - 3,249,763.808   327,168.265   MT  0.99996859   -0 52 24.2
 AJ4425
 AJ4425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4425!SPC TXSC     -   1.00000383  x   0.99986338  =   0.99986721
 AJ4425!UTM  15      -   1.00000383  x   0.99996859  =   0.99997242
 AJ4425
 AJ4425                          SUPERSEDED SURVEY CONTROL
 AJ4425
 AJ4425  ELLIP H (12/03/01)  -24.38   (m)                       GP(       ) 4 2
 AJ4425
 AJ4425.Superseded values are not recommended for survey control.
 AJ4425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4425.See file dsdata.txt to determine how the superseded data were derived.
 AJ4425
 AJ4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2716849764(NAD 83)
 AJ4425_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AJ4425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4425_SP_SET: CRIMPED TO A STAINLESS STEEL ROD
 AJ4425_STAMPING: LUB 1328 F 1997
 AJ4425_MARK LOGO: NGS   
 AJ4425_PROJECTION: FLUSH
 AJ4425_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ4425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4425+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AJ4425_ROD/PIPE-DEPTH: 15.2 meters
 AJ4425
 AJ4425  HISTORY     - Date     Condition        Report By
 AJ4425  HISTORY     - 1997     MONUMENTED       NOS
 AJ4425  HISTORY     - 20001012 GOOD             NGS
 AJ4425  HISTORY     - 20041023 GOOD             USPSQD
 AJ4425
 AJ4425                          STATION DESCRIPTION
 AJ4425
 AJ4425'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (BES)
 AJ4425'THE BENCH MARK IS A DISK SET 46.21 M (151.6 FT) WSW OF THE SW CORNER
 AJ4425'OF THE PORT BOLIVAR FISHERIES DOCK/PROCESSING BUILDING, 45.00 M
 AJ4425'(147.6 FT) WNW OF THE NW CORNER OF THE POINT BOLIVAR FISHERIES OFFICE
 AJ4425'BUILDING, 39.62 M (130.0 FT) SSE OF TH SE CORNER OF THE TIDE GAGE
 AJ4425'PLATFORM. THE BENCH MARK IS CRIMPED TO A STAINLESS STEEL ROD DRIVEN
 AJ4425'15.2 M (50 FT) TO REFUSAL, AND ENCASED IN A 6 INCH PVC PIPE AND
 AJ4425'CONCRETE KICKBLOCK.
 AJ4425' 
 AJ4425'TO REACH THE TIDAL BENCH MARK FROM THE POINT BOLIVAR FERRY LANDING,
 AJ4425'PROCEED EAST ON STATE HIGHWAY 87 TO THE FIRST ASPHALT ROAD ON THE LEFT
 AJ4425'(FRENCHTOWN ROAD), TURN LEFT ON FRENCHTOWN ROAD AND CONTINUE NORTH FOR
 AJ4425'0.40 KM (0.25 MI) TO A ROAD ON THE LEFT, TURN LEFT AND FOLLOW THE ROAD
 AJ4425'TO A FISH HOUSE.  THE BENCH MARK IS ALONG THE ROAD LEADING TO THE FISH
 AJ4425'HOUSE. THE TIDE GAGE IS LOCATED NEAR THE NW CORNER OF THE BIG DOCK.
 AJ4425
 AJ4425                          STATION RECOVERY (2004)
 AJ4425
 AJ4425'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AJ4425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1676 ***********************************************************************
 AW1676  DESIGNATION -  877 1328 TIDAL 2
 AW1676  PID         -  AW1676
 AW1676  STATE/COUNTY-  TX/GALVESTON
 AW1676  USGS QUAD   -  GALVESTON (1994)
 AW1676
 AW1676                         *CURRENT SURVEY CONTROL
 AW1676  ___________________________________________________________________
 AW1676* NAD 83(1986)-  29 21 51.     (N)    094 46 38.     (W)     SCALED    
 AW1676* NAVD 88     -         1.94   (+/-2cm)       6.4    (feet)  VERTCON   
 AW1676  ___________________________________________________________________
 AW1676  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW1676
 AW1676  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1676
 AW1676.The horizontal coordinates were scaled from a topographic map and have
 AW1676.an estimated accuracy of +/- 6 seconds.
 AW1676
 AW1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1676.The vertical order pertains to the NGVD 29 superseded value.
 AW1676
 AW1676.The geoid height was determined by GEOID03.
 AW1676
 AW1676;                    North         East    Units  Estimated Accuracy
 AW1676;SPC TXSC     - 4,177,060.    1,009,870.      MT  (+/- 180 meters Scaled)
 AW1676
 AW1676                          SUPERSEDED SURVEY CONTROL
 AW1676
 AW1676  NGVD 29 (??/??/92)    1.93   (m)            6.3    (f) COMPUTED    1 2
 AW1676
 AW1676.Superseded values are not recommended for survey control.
 AW1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1676.See file dsdata.txt to determine how the superseded data were derived.
 AW1676
 AW1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN274496(NAD 83)
 AW1676_MARKER: DB = BENCH MARK DISK
 AW1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1676_STAMPING: NO. 2 1933
 AW1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1676+STABILITY: SURFACE MOTION
 AW1676
 AW1676  HISTORY     - Date     Condition        Report By
 AW1676  HISTORY     - 1933     MONUMENTED       CGS
 AW1676  HISTORY     - 1960     GOOD             NGS
 AW1676  HISTORY     - 1973     GOOD             NGS
 AW1676  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1676  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 AW1676
 AW1676                          STATION DESCRIPTION
 AW1676
 AW1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AW1676'1.0 MI SW FROM PORT BOLIVAR.
 AW1676'LOCATED NEAR THE SOUTHWEST END OF BOLIVAR PENINSULA ABOUT 800 FEET
 AW1676'NORTHEAST OF THE FERRY SLIP, ALONG THE NORTHERLY SIDE OF STATE HIGHWAY
 AW1676'87, 382 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 214.0 FEET
 AW1676'SOUTHWEST OF A WINDMILL TOWER (NO BLADES), 145.0 FEET NORTHWEST OF A
 AW1676'FENCE AND 12.0 FEET NORTHEAST OF A POWER LINE POLE.  A STANDARD DISK
 AW1676'STAMPED NO. 2 1933 IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 AW1676'GROUND.  NOTE-- WINDMILL TOWER IS GONE.
 AW1676
 AW1676                          STATION RECOVERY (1973)
 AW1676
 AW1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1676'RECOVERED IN GOOD CONDITION.
 AW1676
 AW1676                          STATION RECOVERY (1978)
 AW1676
 AW1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1676'NOT RECOVERED.
 AW1676
 AW1676                          STATION RECOVERY (2002)
 AW1676
 AW1676'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW1676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1677 ***********************************************************************
 AW1677  DESIGNATION -  877 1328 TIDAL 3
 AW1677  PID         -  AW1677
 AW1677  STATE/COUNTY-  TX/GALVESTON
 AW1677  USGS QUAD   -  GALVESTON (1994)
 AW1677
 AW1677                         *CURRENT SURVEY CONTROL
 AW1677  ___________________________________________________________________
 AW1677* NAD 83(1986)-  29 21 51.     (N)    094 46 38.     (W)     SCALED    
 AW1677* NAVD 88     -         1.75   (+/-2cm)       5.7    (feet)  VERTCON   
 AW1677  ___________________________________________________________________
 AW1677  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW1677
 AW1677  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1677
 AW1677.The horizontal coordinates were scaled from a topographic map and have
 AW1677.an estimated accuracy of +/- 6 seconds.
 AW1677
 AW1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1677.The vertical order pertains to the NGVD 29 superseded value.
 AW1677
 AW1677.The geoid height was determined by GEOID03.
 AW1677
 AW1677;                    North         East    Units  Estimated Accuracy
 AW1677;SPC TXSC     - 4,177,060.    1,009,870.      MT  (+/- 180 meters Scaled)
 AW1677
 AW1677                          SUPERSEDED SURVEY CONTROL
 AW1677
 AW1677  NGVD 29 (??/??/92)    1.75   (m)            5.7    (f) COMPUTED    1 2
 AW1677
 AW1677.Superseded values are not recommended for survey control.
 AW1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1677.See file dsdata.txt to determine how the superseded data were derived.
 AW1677
 AW1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN274496(NAD 83)
 AW1677_MARKER: DB = BENCH MARK DISK
 AW1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1677_STAMPING: NO. 3 1933
 AW1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1677+STABILITY: SURFACE MOTION
 AW1677
 AW1677  HISTORY     - Date     Condition        Report By
 AW1677  HISTORY     - 1933     MONUMENTED       CGS
 AW1677  HISTORY     - 1960     GOOD             NGS
 AW1677  HISTORY     - 1973     GOOD             NGS
 AW1677  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1677  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW1677  HISTORY     - 20000510 MARK NOT FOUND   USPSQD
 AW1677  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 AW1677  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AW1677  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW1677
 AW1677                          STATION DESCRIPTION
 AW1677
 AW1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AW1677'1.0 MI SW FROM PORT BOLIVAR.
 AW1677'LOCATED NEAR THE SOUTHWEST END OF BOLIVAR PENINSULA ABOUT 1100 FEET
 AW1677'NORTHEAST OF THE FERRY SLIP, 295 FEET NORTHEAST OF BENCH MARK 2, 100
 AW1677'FEET EAST OF A WINDMILL TOWER (NO BLADES) 52.0 FEET SOUTH OF A POWER
 AW1677'POLE AND 28.0 FEET NORTH OF THE NORTHEAST CORNER OF A RED PAINTED
 AW1677'HOUSE.  A STANDARD DISK STAMPED NO. 3 1933 IN TOP OF A CONCRETE POST
 AW1677'PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- THE FOLLOWING CHANGES-- THE
 AW1677'WINDMILL TOWER IS GONE, MARK IS 46.0 FT. SSW OF POWER POLE, NOT 52.0
 AW1677'FT. S, MARK PROJECT 1/2 FT. NOT 2 INCHES.
 AW1677
 AW1677                          STATION RECOVERY (1973)
 AW1677
 AW1677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1677'RECOVERED IN GOOD CONDITION.
 AW1677
 AW1677                          STATION RECOVERY (1978)
 AW1677
 AW1677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1677'NOT RECOVERED.
 AW1677
 AW1677                          STATION RECOVERY (1999)
 AW1677
 AW1677'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1677'MARK NOT FOUND.
 AW1677
 AW1677                          STATION RECOVERY (2000)
 AW1677
 AW1677'RECOVERY NOTE BY US POWER SQUADRON 2000 (DM)
 AW1677'MARK NOT FOUND.
 AW1677
 AW1677                          STATION RECOVERY (2001)
 AW1677
 AW1677'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1677'MARK NOT FOUND.
 AW1677
 AW1677                          STATION RECOVERY (2003)
 AW1677
 AW1677'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1677'MARK NOT FOUND.
 AW1677
 AW1677                          STATION RECOVERY (2004)
 AW1677
 AW1677'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0432 ***********************************************************************
 AW0432  TIDAL BM    -  This is a Tidal Bench Mark.
 AW0432  DESIGNATION -  877 1450 TIDAL 19
 AW0432  PID         -  AW0432
 AW0432  STATE/COUNTY-  TX/GALVESTON
 AW0432  USGS QUAD   -  GALVESTON (1994)
 AW0432
 AW0432                         *CURRENT SURVEY CONTROL
 AW0432  ___________________________________________________________________
 AW0432* NAD 83(1986)-  29 18 31.     (N)    094 47 29.     (W)     SCALED    
 AW0432* NAVD 88     -         2.588  (meters)       8.49   (feet)  ADJUSTED  
 AW0432  ___________________________________________________________________
 AW0432  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0432  DYNAMIC HT  -           2.585 (meters)       8.48  (feet)  COMP
 AW0432  MODELED GRAV-     979,263.3   (mgal)                       NAVD 88
 AW0432
 AW0432  VERT ORDER  -  FIRST     CLASS I
 AW0432
 AW0432.The horizontal coordinates were scaled from a topographic map and have
 AW0432.an estimated accuracy of +/- 6 seconds.
 AW0432
 AW0432.The orthometric height was determined by differential leveling
 AW0432.and adjusted by the National Geodetic Survey in June 1991..
 AW0432
 AW0432.This Tidal Bench Mark is designated as VM 852
 AW0432.by the Center for Operational Oceanographic Products and Services.
 AW0432
 AW0432.The geoid height was determined by GEOID03.
 AW0432
 AW0432.The dynamic height is computed by dividing the NAVD 88
 AW0432.geopotential number by the normal gravity value computed on the
 AW0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0432.degrees latitude (g = 980.6199 gals.).
 AW0432
 AW0432.The modeled gravity was interpolated from observed gravity values.
 AW0432
 AW0432;                    North         East    Units  Estimated Accuracy
 AW0432;SPC TXSC     - 4,170,860.    1,008,710.      MT  (+/- 180 meters Scaled)
 AW0432
 AW0432                          SUPERSEDED SURVEY CONTROL
 AW0432
 AW0432  NGVD 29 (12/23/87)    2.585  (m)            8.48   (f) ADJUSTED    1 1
 AW0432
 AW0432.Superseded values are not recommended for survey control.
 AW0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0432.See file dsdata.txt to determine how the superseded data were derived.
 AW0432
 AW0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN260435(NAD 83)
 AW0432_MARKER: B = BOLT
 AW0432_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW0432_SP_SET: BUILDING WALL
 AW0432_MARK LOGO: USE   
 AW0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0432+STABILITY: POSITION/ELEVATION WELL
 AW0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0432+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 AW0432
 AW0432  HISTORY     - Date     Condition        Report By
 AW0432  HISTORY     - 1906     MONUMENTED       USE
 AW0432  HISTORY     - 1973     GOOD             NGS
 AW0432  HISTORY     - 1978     GOOD             NGS
 AW0432  HISTORY     - 1983     GOOD             NGS
 AW0432  HISTORY     - 1987     GOOD             NGS
 AW0432  HISTORY     - 1988     GOOD             USPSQD
 AW0432  HISTORY     - 1989     GOOD             USPSQD
 AW0432  HISTORY     - 1989     GOOD             USPSQD
 AW0432  HISTORY     - 1989     GOOD             USPSQD
 AW0432  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0432  HISTORY     - 19990410 GOOD             USPSQD
 AW0432  HISTORY     - 20020112 GOOD             USPSQD
 AW0432  HISTORY     - 20031210 GOOD             USPSQD
 AW0432  HISTORY     - 20041215 GOOD             USPSQD
 AW0432
 AW0432                          STATION DESCRIPTION
 AW0432
 AW0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0432'IN GALVESTON.
 AW0432'AT GALVESTON, ALONG 20TH STREET ABOUT MIDWAY BETWEEN THE STRAND AND
 AW0432'WATER STREETS, SET VERTICALLY IN THE NORTH FACE OF THE OLD HENDLEY
 AW0432'BUILDING, 0.6 FOOT WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND
 AW0432'4.0 FEET ABOVE THE SIDEWALK.
 AW0432
 AW0432                          STATION RECOVERY (1978)
 AW0432
 AW0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0432'RECOVERED IN GOOD CONDITION.
 AW0432
 AW0432                          STATION RECOVERY (1983)
 AW0432
 AW0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0432'RECOVERED IN GOOD CONDITION.
 AW0432
 AW0432                          STATION RECOVERY (1987)
 AW0432
 AW0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0432'RECOVERED IN GOOD CONDITION.
 AW0432
 AW0432                          STATION RECOVERY (1988)
 AW0432
 AW0432'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0432'RECOVERED IN GOOD CONDITION.
 AW0432
 AW0432                          STATION RECOVERY (1989)
 AW0432
 AW0432'RECOVERY NOTE BY US POWER SQUADRON 1989 (TC)
 AW0432'RECOVERED IN GOOD CONDITION.
 AW0432
 AW0432                          STATION RECOVERY (1989)
 AW0432
 AW0432'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0432'RECOVERED IN GOOD CONDITION.
 AW0432
 AW0432                          STATION RECOVERY (1989)
 AW0432
 AW0432'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AW0432'RECOVERED IN GOOD CONDITION.
 AW0432
 AW0432                          STATION RECOVERY (1990)
 AW0432
 AW0432'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0432'MARK NOT FOUND.
 AW0432
 AW0432                          STATION RECOVERY (1999)
 AW0432
 AW0432'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0432'RECOVERED IN GOOD CONDITION.
 AW0432
 AW0432                          STATION RECOVERY (2002)
 AW0432
 AW0432'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0432'RECOVERED IN GOOD CONDITION.
 AW0432
 AW0432                          STATION RECOVERY (2003)
 AW0432
 AW0432'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0432'RECOVERED IN GOOD CONDITION.
 AW0432
 AW0432                          STATION RECOVERY (2004)
 AW0432
 AW0432'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1894 ***********************************************************************
 AW1894  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1894  DESIGNATION -  877 1450 TIDAL 2
 AW1894  PID         -  AW1894
 AW1894  STATE/COUNTY-  TX/GALVESTON
 AW1894  USGS QUAD   -  GALVESTON (1994)
 AW1894
 AW1894                         *CURRENT SURVEY CONTROL
 AW1894  ___________________________________________________________________
 AW1894* NAD 83(1986)-  29 18 31.     (N)    094 47 42.     (W)     SCALED    
 AW1894* NAVD 88     -         1.48   (+/-2cm)       4.9    (feet)  VERTCON   
 AW1894  ___________________________________________________________________
 AW1894  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW1894
 AW1894  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1894
 AW1894.The horizontal coordinates were scaled from a topographic map and have
 AW1894.an estimated accuracy of +/- 6 seconds.
 AW1894
 AW1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1894.The vertical order pertains to the NGVD 29 superseded value.
 AW1894
 AW1894.This Tidal Bench Mark is designated as VM 851
 AW1894.by the Center for Operational Oceanographic Products and Services.
 AW1894
 AW1894.The geoid height was determined by GEOID03.
 AW1894
 AW1894;                    North         East    Units  Estimated Accuracy
 AW1894;SPC TXSC     - 4,170,840.    1,008,360.      MT  (+/- 180 meters Scaled)
 AW1894
 AW1894                          SUPERSEDED SURVEY CONTROL
 AW1894
 AW1894  NGVD 29 (??/??/??)    1.475  (m)            4.84   (f) ADJUSTED    1 1
 AW1894
 AW1894.Superseded values are not recommended for survey control.
 AW1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1894.See file dsdata.txt to determine how the superseded data were derived.
 AW1894
 AW1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN256435(NAD 83)
 AW1894_MARKER: DJ = TIDAL STATION DISK
 AW1894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1894_SP_SET: CONCRETE SEAWALL
 AW1894_STAMPING: NO 2
 AW1894_MARK LOGO: NOS   
 AW1894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1894
 AW1894  HISTORY     - Date     Condition        Report By
 AW1894  HISTORY     - UNK      MONUMENTED       NOS
 AW1894  HISTORY     - 1976     GOOD             NGS
 AW1894  HISTORY     - 1983     GOOD             NGS
 AW1894  HISTORY     - 1987     GOOD             USPSQD
 AW1894  HISTORY     - 1989     POOR             USPSQD
 AW1894  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1894  HISTORY     - 20020112 MARK NOT FOUND   USPSQD
 AW1894  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 AW1894  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW1894
 AW1894                          STATION DESCRIPTION
 AW1894
 AW1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1894'IN GALVESTON.
 AW1894'AT GALVESTON, SET IN TOP OF THE SEAWALL 6 FEET NORTH OF THE NORTH WALL
 AW1894'OF THE FISHERMANS WHARF AND IN LINE WITH EXTENDED CENTER LINE OF 22ND
 AW1894'STREET, 95 FEET WEST OF BENCH MARK 877 1450 TIDAL 42.
 AW1894
 AW1894                          STATION RECOVERY (1983)
 AW1894
 AW1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1894'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  THE BENCH
 AW1894'MARK IS BEHIND THE FISHERMANS WHARF RESTAURANT, PIER 22, AT THE NORTH
 AW1894'END OF 22ND STREET, 45.0 METERS (148.0 FT) EAST OF THE NORTHWEST
 AW1894'CORNER OF FISHERMANS WHARF RESTAURANT, 32.0 METERS (106.0 FT)
 AW1894'WEST-SOUTHWEST OF BENCH MARK USC AND GS 42 1943 ALONG THE SEAWALL,
 AW1894'4.0 METERS (12.0 FT) EAST OF THE CENTERLINE OF THE EASTERNMOST WOODEN
 AW1894'PIER AT THE REAR OF THE RESTAURANT, THE MARK IS SET IN TOP OF THE
 AW1894'SEAWALL.
 AW1894
 AW1894                          STATION RECOVERY (1987)
 AW1894
 AW1894'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1894'RECOVERED IN GOOD CONDITION.
 AW1894
 AW1894                          STATION RECOVERY (1989)
 AW1894
 AW1894'RECOVERY NOTE BY US POWER SQUADRON 1989 (PT)
 AW1894'MARK RECOVERED IN POOR CONDITION.
 AW1894
 AW1894                          STATION RECOVERY (1999)
 AW1894
 AW1894'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1894'MARK NOT FOUND.
 AW1894
 AW1894                          STATION RECOVERY (2002)
 AW1894
 AW1894'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1894'MARK NOT FOUND.
 AW1894
 AW1894                          STATION RECOVERY (2003)
 AW1894
 AW1894'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1894'MARK NOT FOUND.
 AW1894
 AW1894                          STATION RECOVERY (2004)
 AW1894
 AW1894'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0512 ***********************************************************************
 AW0512  DESIGNATION -  877 1450 TIDAL 29
 AW0512  PID         -  AW0512
 AW0512  STATE/COUNTY-  TX/GALVESTON
 AW0512  USGS QUAD   -  GALVESTON (1994)
 AW0512
 AW0512                         *CURRENT SURVEY CONTROL
 AW0512  ___________________________________________________________________
 AW0512* NAD 83(1986)-  29 18 32.     (N)    094 47 29.     (W)     SCALED    
 AW0512* NAVD 88     -         1.68   (+/-2cm)       5.5    (feet)  VERTCON   
 AW0512  ___________________________________________________________________
 AW0512  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0512
 AW0512  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0512
 AW0512.The horizontal coordinates were scaled from a topographic map and have
 AW0512.an estimated accuracy of +/- 6 seconds.
 AW0512
 AW0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0512.The vertical order pertains to the NGVD 29 superseded value.
 AW0512
 AW0512.The geoid height was determined by GEOID03.
 AW0512
 AW0512;                    North         East    Units  Estimated Accuracy
 AW0512;SPC TXSC     - 4,170,890.    1,008,710.      MT  (+/- 180 meters Scaled)
 AW0512
 AW0512                          SUPERSEDED SURVEY CONTROL
 AW0512
 AW0512  NGVD 29 (??/??/92)    1.676  (m)            5.50   (f) ADJ UNCH    1 1
 AW0512
 AW0512.Superseded values are not recommended for survey control.
 AW0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0512.See file dsdata.txt to determine how the superseded data were derived.
 AW0512
 AW0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN260435(NAD 83)
 AW0512_MARKER: DB = BENCH MARK DISK
 AW0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0512_STAMPING: 29 1913
 AW0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0512+STABILITY: SURFACE MOTION
 AW0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0512+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AW0512
 AW0512  HISTORY     - Date     Condition        Report By
 AW0512  HISTORY     - 1913     MONUMENTED       CGS
 AW0512  HISTORY     - 1973     GOOD             NGS
 AW0512  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0512  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 AW0512  HISTORY     - 20020112 MARK NOT FOUND   USPSQD
 AW0512  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 AW0512  HISTORY     - 20040130 GOOD             USPSQD
 AW0512
 AW0512                          STATION DESCRIPTION
 AW0512
 AW0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0512'IN GALVESTON.
 AW0512'AT GALVESTON, AT THE NORTHEAST CORNER OF THE INTERSECTION OF 20TH AND
 AW0512'WATER STREETS, 94 1/2 FEET NORTH OF THE CENTER LINE OF WATER STREET,
 AW0512'38 FEET WEST OF THE CENTER LINE OF 20TH STREET, 3.0 FEET NORTHEAST OF
 AW0512'THE SOUTHEAST CORNER OF AN OLD BUILDING FORMER GRAIN ELEVATOR, 1.2
 AW0512'FEET EAST OF THE EAST SIDE OF THE BUILDING, 4.0 FEET WEST OF THE EAST
 AW0512'EDGE OF A SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST 0.5 FOOT
 AW0512'BELOW THE SURFACE OF THE SIDEWALK, ACCESS TO THE MARK IS THRU. A ROUND
 AW0512'HOLE IN THE SIDEWALK.
 AW0512
 AW0512                          STATION RECOVERY (1978)
 AW0512
 AW0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0512'MARK NOT FOUND.
 AW0512
 AW0512                          STATION RECOVERY (1994)
 AW0512
 AW0512'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0512'MARK NOT FOUND.
 AW0512
 AW0512                          STATION RECOVERY (2002)
 AW0512
 AW0512'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0512'MARK NOT FOUND.
 AW0512
 AW0512                          STATION RECOVERY (2003)
 AW0512
 AW0512'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0512'MARK NOT FOUND.
 AW0512
 AW0512                          STATION RECOVERY (2004)
 AW0512
 AW0512'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0436 ***********************************************************************
 AW0436  TIDAL BM    -  This is a Tidal Bench Mark.
 AW0436  DESIGNATION -  877 1450 TIDAL 32
 AW0436  PID         -  AW0436
 AW0436  STATE/COUNTY-  TX/GALVESTON
 AW0436  USGS QUAD   -  GALVESTON (1994)
 AW0436
 AW0436                         *CURRENT SURVEY CONTROL
 AW0436  ___________________________________________________________________
 AW0436* NAD 83(1986)-  29 18 25.     (N)    094 47 43.     (W)     SCALED    
 AW0436* NAVD 88     -         2.029  (meters)       6.66   (feet)  ADJUSTED  
 AW0436  ___________________________________________________________________
 AW0436  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0436  DYNAMIC HT  -           2.026 (meters)       6.65  (feet)  COMP
 AW0436  MODELED GRAV-     979,263.1   (mgal)                       NAVD 88
 AW0436
 AW0436  VERT ORDER  -  FIRST     CLASS I
 AW0436
 AW0436.The horizontal coordinates were scaled from a topographic map and have
 AW0436.an estimated accuracy of +/- 6 seconds.
 AW0436
 AW0436.The orthometric height was determined by differential leveling
 AW0436.and adjusted by the National Geodetic Survey in June 1991..
 AW0436
 AW0436.This Tidal Bench Mark is designated as VM 846
 AW0436.by the Center for Operational Oceanographic Products and Services.
 AW0436
 AW0436.The geoid height was determined by GEOID03.
 AW0436
 AW0436.The dynamic height is computed by dividing the NAVD 88
 AW0436.geopotential number by the normal gravity value computed on the
 AW0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0436.degrees latitude (g = 980.6199 gals.).
 AW0436
 AW0436.The modeled gravity was interpolated from observed gravity values.
 AW0436
 AW0436;                    North         East    Units  Estimated Accuracy
 AW0436;SPC TXSC     - 4,170,660.    1,008,340.      MT  (+/- 180 meters Scaled)
 AW0436
 AW0436                          SUPERSEDED SURVEY CONTROL
 AW0436
 AW0436  NGVD 29 (12/23/87)    2.026  (m)            6.65   (f) ADJUSTED    1 1
 AW0436
 AW0436.Superseded values are not recommended for survey control.
 AW0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0436.See file dsdata.txt to determine how the superseded data were derived.
 AW0436
 AW0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN256433(NAD 83)
 AW0436_MARKER: DJ = TIDAL STATION DISK
 AW0436_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0436+WITH SETTING: PAVEMENT
 AW0436_SP_SET: GRANITE BASE
 AW0436_STAMPING: 32 1913
 AW0436_MARK LOGO: CGS   
 AW0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0436+STABILITY: SURFACE MOTION
 AW0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0436+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 AW0436
 AW0436  HISTORY     - Date     Condition        Report By
 AW0436  HISTORY     - 1913     MONUMENTED       CGS
 AW0436  HISTORY     - 1973     GOOD             NGS
 AW0436  HISTORY     - 1978     GOOD             NGS
 AW0436  HISTORY     - 1983     GOOD             NGS
 AW0436  HISTORY     - 1987     GOOD             NGS
 AW0436  HISTORY     - 1988     GOOD             USPSQD
 AW0436  HISTORY     - 1989     GOOD             USPSQD
 AW0436  HISTORY     - 1989     GOOD             USPSQD
 AW0436  HISTORY     - 1989     GOOD             USPSQD
 AW0436  HISTORY     - 1990     GOOD             USPSQD
 AW0436  HISTORY     - 19940326 GOOD             USPSQD
 AW0436  HISTORY     - 20020112 GOOD             USPSQD
 AW0436  HISTORY     - 20031210 GOOD             USPSQD
 AW0436  HISTORY     - 20041215 GOOD             USPSQD
 AW0436
 AW0436                          STATION DESCRIPTION
 AW0436
 AW0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0436'IN GALVESTON.
 AW0436'AT GALVESTON, AT THE NORTHEAST CORNER OF THE INTERSECTION OF THE
 AW0436'STRAND AND 24TH STREET, AT THE SEALY BUILDING, IN THE TOP AND ALONG
 AW0436'THE EAST EDGE OF THE WEST GRANITE BASE OF A PILLAR AT ENTRANCE 2324
 AW0436'THE STRAND STREET, 38 FEET WEST OF THE SOUTHEAST CORNER OF THE
 AW0436'BUILDING, 40 FEET NORTH OF THE CENTER LINE OF THE STRAND STREET, 96.7
 AW0436'FEET EAST OF THE CENTER LINE OF 24TH STREET, ABOUT 2 FEET HIGHER THAN
 AW0436'THE STREETS, AND 1.5 FEET ABOVE THE SIDEWALK.
 AW0436
 AW0436                          STATION RECOVERY (1978)
 AW0436
 AW0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0436'RECOVERED IN GOOD CONDITION.
 AW0436
 AW0436                          STATION RECOVERY (1983)
 AW0436
 AW0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0436'RECOVERED IN GOOD CONDITION.
 AW0436
 AW0436                          STATION RECOVERY (1987)
 AW0436
 AW0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0436'RECOVERED IN GOOD CONDITION.
 AW0436
 AW0436                          STATION RECOVERY (1988)
 AW0436
 AW0436'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0436'RECOVERED IN GOOD CONDITION.
 AW0436
 AW0436                          STATION RECOVERY (1989)
 AW0436
 AW0436'RECOVERY NOTE BY US POWER SQUADRON 1989 (TC)
 AW0436'RECOVERED IN GOOD CONDITION.
 AW0436
 AW0436                          STATION RECOVERY (1989)
 AW0436
 AW0436'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJC)
 AW0436'RECOVERED IN GOOD CONDITION.
 AW0436
 AW0436                          STATION RECOVERY (1989)
 AW0436
 AW0436'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0436'RECOVERED IN GOOD CONDITION.
 AW0436
 AW0436                          STATION RECOVERY (1990)
 AW0436
 AW0436'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0436'RECOVERED IN GOOD CONDITION.
 AW0436
 AW0436                          STATION RECOVERY (1994)
 AW0436
 AW0436'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0436'RECOVERED IN GOOD CONDITION.
 AW0436
 AW0436                          STATION RECOVERY (2002)
 AW0436
 AW0436'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0436'RECOVERED IN GOOD CONDITION.
 AW0436
 AW0436                          STATION RECOVERY (2003)
 AW0436
 AW0436'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0436'RECOVERED IN GOOD CONDITION.
 AW0436
 AW0436                          STATION RECOVERY (2004)
 AW0436
 AW0436'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0569 ***********************************************************************
 AW0569  CBN         -  This is a Cooperative Base Network Control Station.
 AW0569  TIDAL BM    -  This is a Tidal Bench Mark.
 AW0569  DESIGNATION -  877 1450 TIDAL 40 RESET
 AW0569  PID         -  AW0569
 AW0569  STATE/COUNTY-  TX/GALVESTON
 AW0569  USGS QUAD   -  GALVESTON (1994)
 AW0569
 AW0569                         *CURRENT SURVEY CONTROL
 AW0569  ___________________________________________________________________
 AW0569* NAD 83(1993)-  29 18 41.94074(N)    094 47 13.18459(W)     ADJUSTED  
 AW0569* NAVD 88     -         1.754  (meters)       5.75   (feet)  ADJUSTED  
 AW0569  ___________________________________________________________________
 AW0569  X           -    -464,490.971 (meters)                     COMP
 AW0569  Y           -  -5,546,572.619 (meters)                     COMP
 AW0569  Z           -   3,104,055.137 (meters)                     COMP
 AW0569  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW0569  ELLIP HEIGHT-         -24.87  (meters)          (05/01/00) GPS OBS
 AW0569  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0569  DYNAMIC HT  -           1.752 (meters)       5.75  (feet)  COMP
 AW0569  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 AW0569
 AW0569  HORZ ORDER  -  B
 AW0569  VERT ORDER  -  FIRST     CLASS I
 AW0569  ELLP ORDER  -  THIRD     CLASS I
 AW0569
 AW0569.The horizontal coordinates were established by GPS observations
 AW0569.and adjusted by the National Geodetic Survey in May 1994..
 AW0569
 AW0569.The orthometric height was determined by differential leveling
 AW0569.and adjusted by the National Geodetic Survey in June 1991..
 AW0569
 AW0569.This Tidal Bench Mark is designated as VM 848
 AW0569.by the Center for Operational Oceanographic Products and Services.
 AW0569
 AW0569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0569
 AW0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0569
 AW0569.The ellipsoidal height was determined by GPS observations
 AW0569.and is referenced to NAD 83.
 AW0569
 AW0569.The geoid height was determined by GEOID03.
 AW0569
 AW0569.The dynamic height is computed by dividing the NAVD 88
 AW0569.geopotential number by the normal gravity value computed on the
 AW0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0569.degrees latitude (g = 980.6199 gals.).
 AW0569
 AW0569.The modeled gravity was interpolated from observed gravity values.
 AW0569
 AW0569;                    North         East     Units Scale Factor Converg.
 AW0569;SPC TXSC     - 4,171,206.480 1,009,128.666   MT  0.99986333   +2 03 50.4
 AW0569;SPC TXSC     -13,685,033.26  3,310,782.97   sFT  0.99986333   +2 03 50.4
 AW0569;UTM  15      - 3,243,839.769   326,456.642   MT  0.99997164   -0 52 30.2
 AW0569
 AW0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0569!SPC TXSC     -   1.00000391  x   0.99986333  =   0.99986724
 AW0569!UTM  15      -   1.00000391  x   0.99997164  =   0.99997555
 AW0569
 AW0569                          SUPERSEDED SURVEY CONTROL
 AW0569
 AW0569  ELLIP H (05/09/94)  -24.78   (m)                       GP(       ) 4 2
 AW0569  NAVD 88 (05/09/94)    1.75   (m)            5.7    (f) LEVELING    3  
 AW0569  NGVD 29 (12/23/87)    1.751  (m)            5.74   (f) ADJUSTED    1 1
 AW0569
 AW0569.Superseded values are not recommended for survey control.
 AW0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0569.See file dsdata.txt to determine how the superseded data were derived.
 AW0569
 AW0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2645743840(NAD 83)
 AW0569_MARKER: DB = BENCH MARK DISK
 AW0569_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0569_SP_SET: 4 FT DEEP WATER VALVE VAULT
 AW0569_STAMPING: 40 1935 RESET
 AW0569_MARK LOGO: CGS   
 AW0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0569+STABILITY: SURFACE MOTION
 AW0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0569+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 AW0569
 AW0569  HISTORY     - Date     Condition        Report By
 AW0569  HISTORY     - 1961     MONUMENTED       CGS
 AW0569  HISTORY     - 1973     GOOD             NGS
 AW0569  HISTORY     - 1978     GOOD             NGS
 AW0569  HISTORY     - 1983     GOOD             NGS
 AW0569  HISTORY     - 1987     GOOD             NGS
 AW0569  HISTORY     - 1988     GOOD             USPSQD
 AW0569  HISTORY     - 1990     GOOD             USPSQD
 AW0569  HISTORY     - 19910406 GOOD             USPSQD
 AW0569  HISTORY     - 19930310 GOOD             NGS
 AW0569  HISTORY     - 19940326 GOOD             USPSQD
 AW0569  HISTORY     - 19980211 GOOD             NGS
 AW0569  HISTORY     - 20031211 GOOD             USPSQD
 AW0569  HISTORY     - 20040130 GOOD             USPSQD
 AW0569  HISTORY     - 20050620 GOOD             NASA
 AW0569
 AW0569                          STATION DESCRIPTION
 AW0569
 AW0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0569'IN GALVESTON.
 AW0569'AT GALVESTON, AT THE GALVESTON WHARVES WATER TOWER, IN THE TOP OF THE
 AW0569'SOUTHEAST CORNER OF AN 8- BY 8-FOOT CONCRETE SLAB WHICH IS BETWEEN THE
 AW0569'FOUR STEEL LEGS OF THE TOWER, 88 FEET SOUTHWEST OF THE SOUTHWEST
 AW0569'CORNER OF A BUILDING ON PIER 15, 43 FEET EAST OF THE CENTER LINE OF
 AW0569'16TH STREET, AND ABOUT 1 FOOT HIGHER THAN THE STREET.
 AW0569
 AW0569                          STATION RECOVERY (1978)
 AW0569
 AW0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0569'RECOVERED IN GOOD CONDITION.
 AW0569
 AW0569                          STATION RECOVERY (1983)
 AW0569
 AW0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0569'RECOVERED IN GOOD CONDITION.
 AW0569
 AW0569                          STATION RECOVERY (1987)
 AW0569
 AW0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0569'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE--AT
 AW0569'THE GALVESTON WHARVES WATER TOWER.  ADD--6.1 M (20.0 FT) EAST OF THE
 AW0569'EAST EDGE OF A TRUCK SCALE.  THE ORIGINAL DESCRIPTION STATES THAT THE
 AW0569'DISK IS STAMPED 40 1935 RESET 1961 BUT IS STAMPED 40 1935 RESET.
 AW0569
 AW0569                          STATION RECOVERY (1988)
 AW0569
 AW0569'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0569'RECOVERED IN GOOD CONDITION.
 AW0569
 AW0569                          STATION RECOVERY (1990)
 AW0569
 AW0569'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0569'RECOVERED IN GOOD CONDITION.
 AW0569
 AW0569                          STATION RECOVERY (1991)
 AW0569
 AW0569'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0569'RECOVERED IN GOOD CONDITION.
 AW0569
 AW0569                          STATION RECOVERY (1993)
 AW0569
 AW0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW0569'THE STATION IS LOCATED ON THE NORTH SIDE OF THE CITY OF GALVESTON NEAR
 AW0569'THE SOUTH EDGE OF A 3 X 3 METER (9.8 FT) CONCRETE FOUNDATION IN A
 AW0569'SMALL TRIANGULAR PATCH OF GRASS AT THE NORTHEAST SIDE OF A LARGE
 AW0569'PARKING FOR TRUCKS AT THE LOADING DOCKS.  OWNERSHIP--GALVESTON
 AW0569'WHARVES, PORT OF GALVESTON, OSCAR MOLINA, HARBOR MASTER, 123
 AW0569'ROSENBURG, GALVESTON, TX 77551.  PHONE 409-765-9321.
 AW0569'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 87 (BROADWAY), WHICH
 AW0569'IS A CONTINUATION OF INTERSTATE HIGHWAY 45, AND 23RD STREET (TREMONT
 AW0569'AVENUE) IN GALVESTON, GO NORTH-NORTHWEST ON 23RD STREET FOR 0.4 KM
 AW0569'(0.25 MI) TO THE INTERSECTION OF CHURCH STREET (AVENUE F).  CONTINUE
 AW0569'AHEAD, NORTH-NORTHWEST, ON 23RD STREET FOR 0.51 KM (0.30 MI) TO THE
 AW0569'T-INTERSECTION OF WATER STREET (AVENUE A). TURN RIGHT,
 AW0569'EAST-NORTHEAST, ON WATER STREET FOR 0.95 KM (0.60 MI) TO THE
 AW0569'INTERSECTION OF 16TH STREET.  TURN LEFT, NORTH-NORTHWEST, ON 16TH
 AW0569'STREET FOR 0.05 KM (0.05 MI) TO A SECURITY BOOTH AT THE ENTRANCE TO
 AW0569'THE LOADING DOCKS. CONTINUE AHEAD, NORTH-NORTHWEST, CROSSING SEVEN
 AW0569'RAILROAD TRACKS TO A WEIGH SCALE FOR TRUCKS ON THE RIGHT AND THE
 AW0569'STATION ON THE RIGHT.
 AW0569'THE STATION IS SET FLUSH IN THE TOP A 3 X 3 M (9.8 FT) SEMI-SQUARE
 AW0569'CONCRETE FOUNDATION THAT IS JUST NORTH FROM TWO POWER POLES WITH
 AW0569'BOARDS CONNECTING THEM HOLDING A LARGE ON-OFF SWITCH POWER BOX.  IT
 AW0569'IS 12.3 M (40.4 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE SCALE,
 AW0569'10.4 M (34.1 FT) WEST FROM THE WEST RAIL OF THE WEST ONE OF TWO
 AW0569'PARALLEL RAILROAD TRACKS, 9.7 M (31.8 FT) SOUTH FROM A POWER POLE
 AW0569'WITH TWO TRANSFORMERS AND A STREET LIGHT, 9.0 M (29.5 FT)
 AW0569'EAST-NORTHEAST FROM THE NORTHEAST EDGE OF THE CONRETE PARKING LOT, 6.2
 AW0569'M (20.3 FT) NORTH FROM THE NORTHWEST CORNER OF A SMALL METAL BUILDING
 AW0569'FOR THE SCALE, AND 0.6 M (2.0 FT) WEST FROM A FIBERGLASS WITNESS
 AW0569'POST.
 AW0569
 AW0569                          STATION RECOVERY (1994)
 AW0569
 AW0569'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0569'RECOVERED IN GOOD CONDITION.
 AW0569
 AW0569                          STATION RECOVERY (1998)
 AW0569
 AW0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998
 AW0569'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED NEAR THE
 AW0569'NORTHEAST END OF GALVESTON ISLAND, IN THE CITY OF GALVESTON, NEAR THE
 AW0569'PIER 16 WAREHOUSE ALONG THE GALVESTON CHANNEL.  OWNERSHIP--PORT OF
 AW0569'GALVESTON, ATTN ENGINEERING DEPT, 123 ROSENBERG, GALVESTON TX 77550,
 AW0569'PHONE 409-765-9321.  TO REACH THE STATION FROM THE JUNCTION OF
 AW0569'INTERSTATE HIGHWAY 45 (EXIT 1C) AND STATE HIGHWAY 275 (HARBORSIDE
 AW0569'DRIVE) WHICH IS THE FIRST EXIT SOUTH OF THE GALVESTON CAUSEWAY, GO
 AW0569'NORTH THEN EASTERLY ON HARBORSIDE DRIVE FOR A TOTAL OF 8.5 KM (5.30
 AW0569'MI) PASSING ROSENBERG ST (25TH STREET) AT 7.4 KM (4.60 MI) TO A
 AW0569'CROSSROAD.  TURN LEFT AND GO NORTH ON 16TH STREET FOR 0.08 KM (0.05
 AW0569'MI) TO A GUARD BOOTH AT THE ENTRANCE TO THE DOCKS.  CONTINUE NORTH FOR
 AW0569'0.15 KM (0.10 MI) TO THE MIDDLE OF A TRUCK SCALE ON RIGHT AND THE
 AW0569'STATION ON RIGHT.  THE MARK IS A CGS BENCHMARK DISK SET INTO THE
 AW0569'SOUTHEASTERLY CORNER OF THE TOP SLAB AND OVER A BEARING WALL OF AN
 AW0569'11.0X10.4 FT BY 1.2 M (3.9 FT) DEEP CONCRETE WATER VALVE VAULT. THE
 AW0569'STATION IS LOCATED 111.4 M (365.5 FT) SOUTH FROM THE SOUTHEAST CORNER
 AW0569'OF PIER 18-16 WAREHOUSE AND STATION 877 1450 TIDAL 41 RESET, 24.1 M
 AW0569'(79.1 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE LOADING DOCK AT
 AW0569'THE PIER 15 WAREHOUSE, 12.3 M (40.4 FT) SOUTHEAST FROM THE NORTHEAST
 AW0569'CORNER OF THE SCALE, 9.8 M (32.2 FT) SOUTH FROM A WOOD UTILITY POLE
 AW0569'WITH TWO TRANSFORMERS AND A STREET LIGHT, 0.8 M (2.6 FT) WEST FROM A
 AW0569'30 CM (12 IN) WOOD UTILITY POLE, 1.0 M (3.3 FT) EAST FROM A 20 CM (8
 AW0569'IN) DIA WOOD UTILITY POLE (THERE IS A WOOD BOARD WITH ELECTRIC SWITCH
 AW0569'BETWEEN THESE TWO POLES) , AND 0.6 M (2.0 FT) WEST FROM A FIBERGLASS
 AW0569'NGS WITNESS POST.
 AW0569
 AW0569                          STATION RECOVERY (2003)
 AW0569
 AW0569'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0569'RECOVERED IN GOOD CONDITION.
 AW0569
 AW0569                          STATION RECOVERY (2004)
 AW0569
 AW0569'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0569'RECOVERED IN GOOD CONDITION.
 AW0569
 AW0569                          STATION RECOVERY (2005)
 AW0569
 AW0569'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0570 ***********************************************************************
 AW0570  TIDAL BM    -  This is a Tidal Bench Mark.
 AW0570  DESIGNATION -  877 1450 TIDAL 41 RESET
 AW0570  PID         -  AW0570
 AW0570  STATE/COUNTY-  TX/GALVESTON
 AW0570  USGS QUAD   -  GALVESTON (1994)
 AW0570
 AW0570                         *CURRENT SURVEY CONTROL
 AW0570  ___________________________________________________________________
 AW0570* NAD 83(1986)-  29 18 44.     (N)    094 47 14.     (W)     SCALED    
 AW0570* NAVD 88     -         3.917  (meters)      12.85   (feet)  ADJUSTED  
 AW0570  ___________________________________________________________________
 AW0570  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0570  DYNAMIC HT  -           3.912 (meters)      12.83  (feet)  COMP
 AW0570  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 AW0570
 AW0570  VERT ORDER  -  FIRST     CLASS I
 AW0570
 AW0570.The horizontal coordinates were scaled from a topographic map and have
 AW0570.an estimated accuracy of +/- 6 seconds.
 AW0570
 AW0570.The orthometric height was determined by differential leveling
 AW0570.and adjusted by the National Geodetic Survey in June 1991..
 AW0570
 AW0570.This Tidal Bench Mark is designated as VM 849
 AW0570.by the Center for Operational Oceanographic Products and Services.
 AW0570
 AW0570.The geoid height was determined by GEOID03.
 AW0570
 AW0570.The dynamic height is computed by dividing the NAVD 88
 AW0570.geopotential number by the normal gravity value computed on the
 AW0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0570.degrees latitude (g = 980.6199 gals.).
 AW0570
 AW0570.The modeled gravity was interpolated from observed gravity values.
 AW0570
 AW0570;                    North         East    Units  Estimated Accuracy
 AW0570;SPC TXSC     - 4,171,270.    1,009,100.      MT  (+/- 180 meters Scaled)
 AW0570
 AW0570                          SUPERSEDED SURVEY CONTROL
 AW0570
 AW0570  NGVD 29 (12/23/87)    3.914  (m)           12.84   (f) ADJUSTED    1 1
 AW0570
 AW0570.Superseded values are not recommended for survey control.
 AW0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0570.See file dsdata.txt to determine how the superseded data were derived.
 AW0570
 AW0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN264439(NAD 83)
 AW0570_MARKER: DJ = TIDAL STATION DISK
 AW0570_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW0570_SP_SET: CONCRETE COLUMN
 AW0570_STAMPING: 41 1935 RESET 1961
 AW0570_MARK LOGO: CGS   
 AW0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0570+STABILITY: POSITION/ELEVATION WELL
 AW0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0570+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AW0570
 AW0570  HISTORY     - Date     Condition        Report By
 AW0570  HISTORY     - 1961     MONUMENTED       CGS
 AW0570  HISTORY     - 1973     GOOD             NGS
 AW0570  HISTORY     - 1978     GOOD             NGS
 AW0570  HISTORY     - 1983     GOOD             NGS
 AW0570  HISTORY     - 1987     GOOD             NGS
 AW0570  HISTORY     - 1988     GOOD             USPSQD
 AW0570  HISTORY     - 1990     GOOD             USPSQD
 AW0570  HISTORY     - 19910406 GOOD             USPSQD
 AW0570  HISTORY     - 19990410 GOOD             USPSQD
 AW0570  HISTORY     - 20031211 GOOD             USPSQD
 AW0570  HISTORY     - 20040130 GOOD             USPSQD
 AW0570
 AW0570                          STATION DESCRIPTION
 AW0570
 AW0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0570'IN GALVESTON.
 AW0570'AT GALVESTON, AT THE FOOT OF 16TH STREET, SET VERTICALLY IN THE SOUTH
 AW0570'FACE OF THE SOUTHEAST CONCRETE CORNER COLUMN OF PIER 18 BUILDING, 1.0
 AW0570'FOOT WEST OF THE SOUTHEAST CORNER OF THE BUILDING, ABOUT 7 FEET HIGHER
 AW0570'THAN THE STREET, AND 3.0 FEET ABOVE THE FLOOR OF THE BUILDING.
 AW0570
 AW0570                          STATION RECOVERY (1978)
 AW0570
 AW0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0570'RECOVERED IN GOOD CONDITION.
 AW0570
 AW0570                          STATION RECOVERY (1983)
 AW0570
 AW0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0570'RECOVERED IN GOOD CONDITION.
 AW0570
 AW0570                          STATION RECOVERY (1987)
 AW0570
 AW0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0570'RECOVERED IN GOOD CONDITION.
 AW0570
 AW0570                          STATION RECOVERY (1988)
 AW0570
 AW0570'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0570'RECOVERED IN GOOD CONDITION.
 AW0570
 AW0570                          STATION RECOVERY (1990)
 AW0570
 AW0570'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0570'RECOVERED IN GOOD CONDITION.
 AW0570
 AW0570                          STATION RECOVERY (1991)
 AW0570
 AW0570'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0570'RECOVERED IN GOOD CONDITION.
 AW0570
 AW0570                          STATION RECOVERY (1999)
 AW0570
 AW0570'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0570'RECOVERED IN GOOD CONDITION.
 AW0570
 AW0570                          STATION RECOVERY (2003)
 AW0570
 AW0570'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0570'RECOVERED IN GOOD CONDITION.
 AW0570
 AW0570                          STATION RECOVERY (2004)
 AW0570
 AW0570'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0434 ***********************************************************************
 AW0434  TIDAL BM    -  This is a Tidal Bench Mark.
 AW0434  DESIGNATION -  877 1450 TIDAL 42
 AW0434  PID         -  AW0434
 AW0434  STATE/COUNTY-  TX/GALVESTON
 AW0434  USGS QUAD   -  GALVESTON (1994)
 AW0434
 AW0434                         *CURRENT SURVEY CONTROL
 AW0434  ___________________________________________________________________
 AW0434* NAD 83(1986)-  29 18 33.     (N)    094 47 37.     (W)     SCALED    
 AW0434* NAVD 88     -         1.414  (meters)       4.64   (feet)  ADJUSTED  
 AW0434  ___________________________________________________________________
 AW0434  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0434  DYNAMIC HT  -           1.412 (meters)       4.63  (feet)  COMP
 AW0434  MODELED GRAV-     979,263.3   (mgal)                       NAVD 88
 AW0434
 AW0434  VERT ORDER  -  FIRST     CLASS I
 AW0434
 AW0434.The horizontal coordinates were scaled from a topographic map and have
 AW0434.an estimated accuracy of +/- 6 seconds.
 AW0434
 AW0434.The orthometric height was determined by differential leveling
 AW0434.and adjusted by the National Geodetic Survey in June 1991..
 AW0434
 AW0434.This Tidal Bench Mark is designated as VM 850
 AW0434.by the Center for Operational Oceanographic Products and Services.
 AW0434
 AW0434.The geoid height was determined by GEOID03.
 AW0434
 AW0434.The dynamic height is computed by dividing the NAVD 88
 AW0434.geopotential number by the normal gravity value computed on the
 AW0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0434.degrees latitude (g = 980.6199 gals.).
 AW0434
 AW0434.The modeled gravity was interpolated from observed gravity values.
 AW0434
 AW0434;                    North         East    Units  Estimated Accuracy
 AW0434;SPC TXSC     - 4,170,910.    1,008,500.      MT  (+/- 180 meters Scaled)
 AW0434
 AW0434                          SUPERSEDED SURVEY CONTROL
 AW0434
 AW0434  NGVD 29 (12/23/87)    1.411  (m)            4.63   (f) ADJUSTED    1 1
 AW0434
 AW0434.Superseded values are not recommended for survey control.
 AW0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0434.See file dsdata.txt to determine how the superseded data were derived.
 AW0434
 AW0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN258435(NAD 83)
 AW0434_MARKER: DJ = TIDAL STATION DISK
 AW0434_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0434_SP_SET: SEAWALL
 AW0434_STAMPING: 42 1943
 AW0434_MARK LOGO: CGS   
 AW0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0434+STABILITY: SURFACE MOTION
 AW0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0434+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AW0434
 AW0434  HISTORY     - Date     Condition        Report By
 AW0434  HISTORY     - 1943     MONUMENTED       CGS
 AW0434  HISTORY     - 1973     GOOD             NGS
 AW0434  HISTORY     - 1978     GOOD             NGS
 AW0434  HISTORY     - 1983     GOOD             NGS
 AW0434  HISTORY     - 1987     GOOD             NGS
 AW0434  HISTORY     - 1988     GOOD             USPSQD
 AW0434  HISTORY     - 1989     GOOD             USPSQD
 AW0434  HISTORY     - 1989     GOOD             USPSQD
 AW0434  HISTORY     - 1990     GOOD             USPSQD
 AW0434  HISTORY     - 19940326 GOOD             USPSQD
 AW0434  HISTORY     - 20020112 GOOD             USPSQD
 AW0434  HISTORY     - 20031210 GOOD             USPSQD
 AW0434  HISTORY     - 20040130 GOOD             USPSQD
 AW0434
 AW0434                          STATION DESCRIPTION
 AW0434
 AW0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0434'IN GALVESTON.
 AW0434'AT GALVESTON, AT THE NORTH END OF 22ND STREET, AT THE WEST END OF PIER
 AW0434'21, IN THE TOP OF THE CENTER OF A SEA WALL, 20.5 FEET NORTH OF THE
 AW0434'NORTHEAST CORNER OF A BUILDING ON PIER 22, 46.5 FEET WEST OF THE
 AW0434'SOUTHWEST CORNER OF A BUILDING ON PIER 21, 4.4 FEET SOUTHWEST OF THE
 AW0434'NORTHEAST END OF THE SEA WALL.
 AW0434
 AW0434                          STATION RECOVERY (1978)
 AW0434
 AW0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0434'RECOVERED IN GOOD CONDITION.
 AW0434
 AW0434                          STATION RECOVERY (1983)
 AW0434
 AW0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0434'RECOVERED IN GOOD CONDITION.
 AW0434
 AW0434                          STATION RECOVERY (1987)
 AW0434
 AW0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0434'RECOVERED IN GOOD CONDITION.
 AW0434
 AW0434                          STATION RECOVERY (1988)
 AW0434
 AW0434'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0434'RECOVERED IN GOOD CONDITION.
 AW0434
 AW0434                          STATION RECOVERY (1989)
 AW0434
 AW0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (TC)
 AW0434'RECOVERED IN GOOD CONDITION.
 AW0434
 AW0434                          STATION RECOVERY (1989)
 AW0434
 AW0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJC)
 AW0434'RECOVERED IN GOOD CONDITION.
 AW0434
 AW0434                          STATION RECOVERY (1990)
 AW0434
 AW0434'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0434'RECOVERED IN GOOD CONDITION.
 AW0434
 AW0434                          STATION RECOVERY (1994)
 AW0434
 AW0434'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0434'RECOVERED IN GOOD CONDITION.
 AW0434
 AW0434                          STATION RECOVERY (2002)
 AW0434
 AW0434'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0434'RECOVERED IN GOOD CONDITION.
 AW0434
 AW0434                          STATION RECOVERY (2003)
 AW0434
 AW0434'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0434'RECOVERED IN GOOD CONDITION.
 AW0434
 AW0434                          STATION RECOVERY (2004)
 AW0434
 AW0434'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0463 ***********************************************************************
 AW0463  DESIGNATION -  877 1488 TIDAL 2
 AW0463  PID         -  AW0463
 AW0463  STATE/COUNTY-  TX/GALVESTON
 AW0463  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0463
 AW0463                         *CURRENT SURVEY CONTROL
 AW0463  ___________________________________________________________________
 AW0463* NAD 83(1986)-  29 17 36.     (N)    094 52 38.     (W)     SCALED    
 AW0463* NAVD 88     -         3.884  (meters)      12.74   (feet)  ADJUSTED  
 AW0463  ___________________________________________________________________
 AW0463  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW0463  DYNAMIC HT  -           3.879 (meters)      12.73  (feet)  COMP
 AW0463  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 AW0463
 AW0463  VERT ORDER  -  FIRST     CLASS II
 AW0463
 AW0463.The horizontal coordinates were scaled from a topographic map and have
 AW0463.an estimated accuracy of +/- 6 seconds.
 AW0463
 AW0463.The orthometric height was determined by differential leveling
 AW0463.and adjusted by the National Geodetic Survey in March 1997..
 AW0463
 AW0463.The geoid height was determined by GEOID03.
 AW0463
 AW0463.The dynamic height is computed by dividing the NAVD 88
 AW0463.geopotential number by the normal gravity value computed on the
 AW0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0463.degrees latitude (g = 980.6199 gals.).
 AW0463
 AW0463.The modeled gravity was interpolated from observed gravity values.
 AW0463
 AW0463;                    North         East    Units  Estimated Accuracy
 AW0463;SPC TXSC     - 4,168,870.    1,000,440.      MT  (+/- 180 meters Scaled)
 AW0463
 AW0463                          SUPERSEDED SURVEY CONTROL
 AW0463
 AW0463  NAVD 88 (06/15/91)    3.894  (m)           12.78   (f) UNKNOWN     1 1
 AW0463  NGVD 29 (12/23/87)    3.890  (m)           12.76   (f) ADJUSTED    1 1
 AW0463
 AW0463.Superseded values are not recommended for survey control.
 AW0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0463.See file dsdata.txt to determine how the superseded data were derived.
 AW0463
 AW0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN176419(NAD 83)
 AW0463_MARKER: DJ = TIDAL STATION DISK
 AW0463_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0463_SP_SET: SEAWALL
 AW0463_STAMPING: NO 2
 AW0463_MARK LOGO: CGS   
 AW0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0463+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0463
 AW0463  HISTORY     - Date     Condition        Report By
 AW0463  HISTORY     - UNK      MONUMENTED       CGS
 AW0463  HISTORY     - 1973     GOOD             NGS
 AW0463  HISTORY     - 1978     GOOD             NGS
 AW0463  HISTORY     - 1983     GOOD             NGS
 AW0463  HISTORY     - 1987     GOOD             NGS
 AW0463  HISTORY     - 1988     GOOD             USPSQD
 AW0463  HISTORY     - 1989     GOOD             USPSQD
 AW0463  HISTORY     - 1990     GOOD             USPSQD
 AW0463  HISTORY     - 19961205 GOOD             NGS
 AW0463  HISTORY     - 20041208 GOOD             USPSQD
 AW0463  HISTORY     - 20051209 GOOD             USPSQD
 AW0463
 AW0463                          STATION DESCRIPTION
 AW0463
 AW0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0463'1.6 MI SE FROM VIRGINIA POINT.
 AW0463'1.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 AW0463'FROM THE SIGNAL STATION, AT AN ANGLE IN THE SEAWALL, IN THE TOP OF A
 AW0463'CONCRETE SEAWALL, 38.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 4 FEET
 AW0463'SOUTHEAST OF THE ANGLE IN THE SEAWALL, AND ABOUT LEVEL WITH THE RAILS.
 AW0463
 AW0463                          STATION RECOVERY (1978)
 AW0463
 AW0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0463'RECOVERED IN GOOD CONDITION.
 AW0463
 AW0463                          STATION RECOVERY (1983)
 AW0463
 AW0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0463'RECOVERED IN GOOD CONDITION.
 AW0463
 AW0463                          STATION RECOVERY (1987)
 AW0463
 AW0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0463'RECOVERED IN GOOD CONDITION.
 AW0463
 AW0463                          STATION RECOVERY (1988)
 AW0463
 AW0463'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0463'RECOVERED IN GOOD CONDITION.
 AW0463
 AW0463                          STATION RECOVERY (1989)
 AW0463
 AW0463'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0463'RECOVERED IN GOOD CONDITION.
 AW0463
 AW0463                          STATION RECOVERY (1990)
 AW0463
 AW0463'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0463'RECOVERED IN GOOD CONDITION.
 AW0463
 AW0463                          STATION RECOVERY (1996)
 AW0463
 AW0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0463'0.1 KM (0.05 MI) NORTHERLY ALONG HARBORSIDE DRIVE FROM THE JUNCTION OF
 AW0463'INTERSTATE HIGHWAY 45 IN GALVESTON, THENCE 1.5 KM (0.95 MI)
 AW0463'NORTHWESTERLY ALONG THE OLD CAUSEWAY AND THE BURLINGTON NORTHERN
 AW0463'RAILROAD, IN TOP OF AND 1.1 M (3.6 FT) SOUTHEAST OF THE NORTHEAST
 AW0463'CORNER OF A CONCRETE SEAWALL, 31.7 M (104.0 FT) NORTHEAST OF THE
 AW0463'CAUSEWAY CENTER, 14.0 M (45.9 FT) EAST OF THE SOUTHEAST CORNER OF A
 AW0463'RAILROAD BRIDGE SPANNING GALVESTON BAY, 13.0 M (42.7 FT) NORTHEAST OF
 AW0463'THE NEAR RAIL, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M
 AW0463'(1.0 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE SEAWALL.
 AW0463
 AW0463                          STATION RECOVERY (2004)
 AW0463
 AW0463'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0463'RECOVERED IN GOOD CONDITION.
 AW0463
 AW0463                          STATION RECOVERY (2005)
 AW0463
 AW0463'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0463'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0462 ***********************************************************************
 AW0462  DESIGNATION -  877 1488 TIDAL 3
 AW0462  PID         -  AW0462
 AW0462  STATE/COUNTY-  TX/GALVESTON
 AW0462  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0462
 AW0462                         *CURRENT SURVEY CONTROL
 AW0462  ___________________________________________________________________
 AW0462* NAD 83(1986)-  29 17 33.     (N)    094 52 35.     (W)     SCALED    
 AW0462* NAVD 88     -         4.021  (meters)      13.19   (feet)  ADJUSTED  
 AW0462  ___________________________________________________________________
 AW0462  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW0462  DYNAMIC HT  -           4.015 (meters)      13.17  (feet)  COMP
 AW0462  MODELED GRAV-     979,261.1   (mgal)                       NAVD 88
 AW0462
 AW0462  VERT ORDER  -  FIRST     CLASS I
 AW0462
 AW0462.The horizontal coordinates were scaled from a topographic map and have
 AW0462.an estimated accuracy of +/- 6 seconds.
 AW0462
 AW0462.The orthometric height was determined by differential leveling
 AW0462.and adjusted by the National Geodetic Survey in June 1991..
 AW0462
 AW0462.The geoid height was determined by GEOID03.
 AW0462
 AW0462.The dynamic height is computed by dividing the NAVD 88
 AW0462.geopotential number by the normal gravity value computed on the
 AW0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0462.degrees latitude (g = 980.6199 gals.).
 AW0462
 AW0462.The modeled gravity was interpolated from observed gravity values.
 AW0462
 AW0462;                    North         East    Units  Estimated Accuracy
 AW0462;SPC TXSC     - 4,168,780.    1,000,530.      MT  (+/- 180 meters Scaled)
 AW0462
 AW0462                          SUPERSEDED SURVEY CONTROL
 AW0462
 AW0462  NGVD 29 (12/23/87)    4.017  (m)           13.18   (f) ADJUSTED    1 1
 AW0462
 AW0462.Superseded values are not recommended for survey control.
 AW0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0462.See file dsdata.txt to determine how the superseded data were derived.
 AW0462
 AW0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN177418(NAD 83)
 AW0462_MARKER: DJ = TIDAL STATION DISK
 AW0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0462_SP_SET: CONCRETE POST
 AW0462_STAMPING: NO 3
 AW0462_MARK LOGO: CGS   
 AW0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0462+STABILITY: SURFACE MOTION
 AW0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0462+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 AW0462
 AW0462  HISTORY     - Date     Condition        Report By
 AW0462  HISTORY     - UNK      MONUMENTED       CGS
 AW0462  HISTORY     - 1973     GOOD             NGS
 AW0462  HISTORY     - 1978     GOOD             NGS
 AW0462  HISTORY     - 1983     GOOD             NGS
 AW0462  HISTORY     - 1987     GOOD             NGS
 AW0462  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0462  HISTORY     - 20041208 GOOD             USPSQD
 AW0462
 AW0462                          STATION DESCRIPTION
 AW0462
 AW0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0462'1.65 MI SE FROM VIRGINIA POINT.
 AW0462'1.65 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 AW0462'FROM THE SIGNAL STATION, 0.45 MILE NORTHWEST OF THE SOUTHEAST END OF
 AW0462'THE FORMER U.S. HIGHWAY 75 CAUSEWAY, 24.5 FEET SOUTHWEST OF THE
 AW0462'SOUTHWEST RAIL, 50 1/2 FEET WEST OF POWER POLE 137, 8.5 FEET NORTHEAST
 AW0462'OF THE NORTHEAST CONCRETE GUARDRAIL OF FORMER U.S. HIGHWAY 75
 AW0462'CAUSEWAY, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF A CONCRETE
 AW0462'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW0462
 AW0462                          STATION RECOVERY (1978)
 AW0462
 AW0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0462'RECOVERED IN GOOD CONDITION.
 AW0462
 AW0462                          STATION RECOVERY (1983)
 AW0462
 AW0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0462'RECOVERED IN GOOD CONDITION.
 AW0462
 AW0462                          STATION RECOVERY (1987)
 AW0462
 AW0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0462'RECOVERED IN GOOD CONDITION.
 AW0462
 AW0462                          STATION RECOVERY (1989)
 AW0462
 AW0462'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0462'MARK NOT FOUND.
 AW0462
 AW0462                          STATION RECOVERY (2004)
 AW0462
 AW0462'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1221 ***********************************************************************
 AW1221  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1221  DESIGNATION -  877 1510 TIDAL 10
 AW1221  PID         -  AW1221
 AW1221  STATE/COUNTY-  TX/GALVESTON
 AW1221  USGS QUAD   -  GALVESTON (1994)
 AW1221
 AW1221                         *CURRENT SURVEY CONTROL
 AW1221  ___________________________________________________________________
 AW1221* NAD 83(1986)-  29 17 25.     (N)    094 47 20.     (W)     SCALED    
 AW1221* NAVD 88     -         4.369  (meters)      14.33   (feet)  ADJUSTED  
 AW1221  ___________________________________________________________________
 AW1221  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW1221  DYNAMIC HT  -           4.363 (meters)      14.31  (feet)  COMP
 AW1221  MODELED GRAV-     979,261.6   (mgal)                       NAVD 88
 AW1221
 AW1221  VERT ORDER  -  FIRST     CLASS II
 AW1221
 AW1221.The horizontal coordinates were scaled from a topographic map and have
 AW1221.an estimated accuracy of +/- 6 seconds.
 AW1221
 AW1221.The orthometric height was determined by differential leveling
 AW1221.and adjusted by the National Geodetic Survey in March 1997..
 AW1221
 AW1221.This Tidal Bench Mark is designated as VM 859
 AW1221.by the Center for Operational Oceanographic Products and Services.
 AW1221
 AW1221.The geoid height was determined by GEOID03.
 AW1221
 AW1221.The dynamic height is computed by dividing the NAVD 88
 AW1221.geopotential number by the normal gravity value computed on the
 AW1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1221.degrees latitude (g = 980.6199 gals.).
 AW1221
 AW1221.The modeled gravity was interpolated from observed gravity values.
 AW1221
 AW1221;                    North         East    Units  Estimated Accuracy
 AW1221;SPC TXSC     - 4,168,830.    1,009,030.      MT  (+/- 180 meters Scaled)
 AW1221
 AW1221                          SUPERSEDED SURVEY CONTROL
 AW1221
 AW1221  NGVD 29 (??/??/??)    4.488  (m)           14.72   (f) ADJUSTED    1 1
 AW1221
 AW1221.Superseded values are not recommended for survey control.
 AW1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1221.See file dsdata.txt to determine how the superseded data were derived.
 AW1221
 AW1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN262414(NAD 83)
 AW1221_MARKER: DJ = TIDAL STATION DISK
 AW1221_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW1221_SP_SET: SEAWALL
 AW1221_STAMPING: NO 10 1973
 AW1221_MARK LOGO: NOS   
 AW1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1221+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW1221
 AW1221  HISTORY     - Date     Condition        Report By
 AW1221  HISTORY     - 1973     MONUMENTED       NOS
 AW1221  HISTORY     - 1976     GOOD             NGS
 AW1221  HISTORY     - 1983     GOOD             NGS
 AW1221  HISTORY     - 19951006 GOOD             CHANCE
 AW1221  HISTORY     - 19961205 GOOD             NGS
 AW1221  HISTORY     - 20020719 GOOD             USPSQD
 AW1221  HISTORY     - 20031207 GOOD             USPSQD
 AW1221  HISTORY     - 20041210 GOOD             USPSQD
 AW1221  HISTORY     - 20051214 GOOD             USPSQD
 AW1221
 AW1221                          STATION DESCRIPTION
 AW1221
 AW1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1221'IN GALVESTON.
 AW1221'AT GALVESTON, AT THE JUNCTION OF SEAWALL BOULEVARD AND TREMONT STREET
 AW1221'(22ND STREET), 56.7 FT EAST-SOUTHEAST OF THE CENTER LINE OF SEAWALL
 AW1221'BOULEVARD, 24.6 FEET SOUTHWEST OF STEPS LEADING TO BEACH AT ROOT OF
 AW1221'TREMONT STREET AND 2.6 FEET NORTHWEST OF EDGE OF SEAWALL.
 AW1221
 AW1221                          STATION RECOVERY (1983)
 AW1221
 AW1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1221'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN
 AW1221'GALVESTON, AT THE JUNCTION OF SEAWALL BOULEVARD AND TREMONT STREET
 AW1221'22ND STREET, 17.3 METERS (56.7 FT) EAST-SOUTHEAST OF THE CENTERLINE
 AW1221'OF THE BOULEVARD, 7.5 METERS (24.6 FT) SOUTHWEST OF STEPS LEADING TO
 AW1221'THE BEACH AT FOOT OF TREMONT STREET, AND 0.79 METERS (2.6 FT)
 AW1221'NORTHWEST OF THE EDGE OF THE SEAWALL.
 AW1221
 AW1221                          STATION RECOVERY (1995)
 AW1221
 AW1221'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW1221'IN GALVESTON,  AT THE INTERSECTION OF 23RD STREET AND SEAWALL
 AW1221'BOULEVARD, 0.8 M (2.6 FT) NORTH OF THE SOUTH EDGE OF THE SEAWALL, 5.6
 AW1221'M (18.4 FT) SOUTH OF THE SOUTH CURB OF SEAWALL BOULEVARD, 3.1 M (10.2
 AW1221'FT) EAST OFTHE EAST END OF A CONCRETE BENCH, 7.5 M (24.6 FT) SOUTHWEST
 AW1221'OF A TRAFFIC SIGNAL SUPPORT POLE, 4.2 M (13.8 FT) WEST OF THE WESTERLY
 AW1221'OF TWO GRANITE PILLARS.
 AW1221
 AW1221                          STATION RECOVERY (1996)
 AW1221
 AW1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1221'IN GALVESTON, AT THE INTERSECTION OF SEAWALL BOULEVARD AND 23RD
 AW1221'STREET, IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE BOULEVARD,
 AW1221'11.8 M (38.7 FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND LANES OF THE
 AW1221'BOULEVARD, 9.3 M (30.5 FT) SOUTHWEST OF THE EXTENDED STREET CENTER,
 AW1221'7.6 M (24.9 FT) SOUTH OF A SIGNAL LIGHT POLE, 4.4 M (14.4 FT)
 AW1221'SOUTHWEST OF THE MOST SOUTHWESTERLY OF 2 SEAWALL MONUMENTS, AND 3.1 M
 AW1221'(10.2 FT) NORTHEAST OF THE NORTHEAST END OF A BENCH, AND 0.7 M (2.3
 AW1221'FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL.
 AW1221
 AW1221                          STATION RECOVERY (2002)
 AW1221
 AW1221'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW1221'RECOVERED IN GOOD CONDITION.
 AW1221
 AW1221                          STATION RECOVERY (2003)
 AW1221
 AW1221'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1221'RECOVERED IN GOOD CONDITION.
 AW1221
 AW1221                          STATION RECOVERY (2004)
 AW1221
 AW1221'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1221'RECOVERED IN GOOD CONDITION.
 AW1221
 AW1221                          STATION RECOVERY (2005)
 AW1221
 AW1221'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW1221'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0592 ***********************************************************************
 AW0592  TIDAL BM    -  This is a Tidal Bench Mark.
 AW0592  DESIGNATION -  877 1510 TIDAL 43
 AW0592  PID         -  AW0592
 AW0592  STATE/COUNTY-  TX/GALVESTON
 AW0592  USGS QUAD   -  GALVESTON (1994)
 AW0592
 AW0592                         *CURRENT SURVEY CONTROL
 AW0592  ___________________________________________________________________
 AW0592* NAD 83(1986)-  29 17 09.     (N)    094 47 22.     (W)     SCALED    
 AW0592* NAVD 88     -         7.353  (meters)      24.12   (feet)  ADJUSTED  
 AW0592  ___________________________________________________________________
 AW0592  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0592  DYNAMIC HT  -           7.343 (meters)      24.09  (feet)  COMP
 AW0592  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 AW0592
 AW0592  VERT ORDER  -  FIRST     CLASS II
 AW0592
 AW0592.The horizontal coordinates were scaled from a topographic map and have
 AW0592.an estimated accuracy of +/- 6 seconds.
 AW0592
 AW0592.The orthometric height was determined by differential leveling
 AW0592.and adjusted by the National Geodetic Survey in March 1997..
 AW0592
 AW0592.This Tidal Bench Mark is designated as VM 854
 AW0592.by the Center for Operational Oceanographic Products and Services.
 AW0592
 AW0592.The geoid height was determined by GEOID03.
 AW0592
 AW0592.The dynamic height is computed by dividing the NAVD 88
 AW0592.geopotential number by the normal gravity value computed on the
 AW0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0592.degrees latitude (g = 980.6199 gals.).
 AW0592
 AW0592.The modeled gravity was interpolated from observed gravity values.
 AW0592
 AW0592;                    North         East    Units  Estimated Accuracy
 AW0592;SPC TXSC     - 4,168,340.    1,008,990.      MT  (+/- 180 meters Scaled)
 AW0592
 AW0592                          SUPERSEDED SURVEY CONTROL
 AW0592
 AW0592  NAVD 88 (06/15/91)    7.401  (m)           24.28   (f) UNKNOWN     1 1
 AW0592  NGVD 29 (12/23/87)    7.398  (m)           24.27   (f) ADJUSTED    1 1
 AW0592
 AW0592.Superseded values are not recommended for survey control.
 AW0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0592.See file dsdata.txt to determine how the superseded data were derived.
 AW0592
 AW0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN261409(NAD 83)
 AW0592_MARKER: DJ = TIDAL STATION DISK
 AW0592_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0592_SP_SET: DRIVEWAY
 AW0592_STAMPING: NO 43 1957
 AW0592_MARK LOGO: CGS   
 AW0592_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0592+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0592
 AW0592  HISTORY     - Date     Condition        Report By
 AW0592  HISTORY     - 1957     MONUMENTED       CGS
 AW0592  HISTORY     - 1973     GOOD             NGS
 AW0592  HISTORY     - 1978     GOOD             NGS
 AW0592  HISTORY     - 1983     GOOD             NGS
 AW0592  HISTORY     - 1987     GOOD             NGS
 AW0592  HISTORY     - 1989     GOOD             USPSQD
 AW0592  HISTORY     - 1989     GOOD             USPSQD
 AW0592  HISTORY     - 1989     GOOD             USPSQD
 AW0592  HISTORY     - 1989     GOOD             USPSQD
 AW0592  HISTORY     - 1989     GOOD             USPSQD
 AW0592  HISTORY     - 1989     GOOD             USPSQD
 AW0592  HISTORY     - 1989     GOOD             USPSQD
 AW0592  HISTORY     - 1989     GOOD             USPSQD
 AW0592  HISTORY     - 1989     GOOD             USPSQD
 AW0592  HISTORY     - 1989     GOOD             USPSQD
 AW0592  HISTORY     - 1989     GOOD             USPSQD
 AW0592  HISTORY     - 1990     GOOD             USPSQD
 AW0592  HISTORY     - 19951006 GOOD             CHANCE
 AW0592  HISTORY     - 19961205 GOOD             NGS
 AW0592  HISTORY     - 20020719 GOOD             USPSQD
 AW0592  HISTORY     - 20041210 GOOD             USPSQD
 AW0592  HISTORY     - 20051214 GOOD             USPSQD
 AW0592
 AW0592                          STATION DESCRIPTION
 AW0592
 AW0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0592'IN GALVESTON.
 AW0592'AT GALVESTON, ALONG SEAWALL BOULEVARD, AT THE FLAGSHIP MOTOR HOTEL
 AW0592'FISHING PIER, 0.2 MILE SOUTHEAST OF THE CENTER LINE OF SEAWALL
 AW0592'BOULEVARD, AT A NARROW DRIVE BETWEEN THE HOTEL AND FISHING PIER
 AW0592'PARKING LOTS, IN THE TOP OF THE CONCRETE FLOOR OF THE PIER, 35.2 FEET
 AW0592'SOUTHEAST OF THE SOUTHEAST EDGE OF THE HOTEL PARKING LOT, 61.8 FEET
 AW0592'NORTHWEST OF THE NORTHWEST EDGE OF THE FISHING PIER PARKING LOT, 1.2
 AW0592'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE DRIVE.
 AW0592
 AW0592                          STATION RECOVERY (1978)
 AW0592
 AW0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1983)
 AW0592
 AW0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1987)
 AW0592
 AW0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0592'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--1.2 M
 AW0592'(3.9 FT) EAST OF A WIRE GATE.
 AW0592
 AW0592                          STATION RECOVERY (1989)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1989)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1989)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1989)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1989)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1989)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1989)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1989)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1989)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1989)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1989)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1990)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (1995)
 AW0592
 AW0592'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0592'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL TIES FOLLOW.
 AW0592'49.7 M (163.1 FT) NORTH OF THE SOUTH END OF THE PIER, 6.8 M (22.3 FT)
 AW0592'NORTHEAST OF THE THIRD LAMP POST NORTH OF THE SOUTH END OF THE PIER,
 AW0592'8.5 M (27.9 FT) SOUTHEAST OF THE FOURTH LAMP POST, 0.4 M (1.3 FT) WEST
 AW0592'OF THE EAST EDGE OF THE ROAD CONNECTING THE PARKING LOT TO THE FISHING
 AW0592'PIER.  4.8 M (15.7 FT) EAST OF THE WEST EDGE OF THE PIER.
 AW0592
 AW0592                          STATION RECOVERY (1996)
 AW0592
 AW0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0592'IN GALVESTON, AT 2501 SEAWALL BOULEVARD, IN A CONCRETE DRIVEWAY
 AW0592'BETWEEN A FISHING PIER PARKING LOT AND THE FLAGSHIP HOTEL PARKING LOT,
 AW0592'100.0 M (328.1 FT) SOUTH OF THE SOUTHWEST CORNER OF THE FLAGSHIP HOTEL
 AW0592'AT 2501 SEAWALL BOULEVARD, 49.7 M (163.1 FT) NORTH OF THE SOUTH END OF
 AW0592'A FISHING PIER, 10.3 SOUTH OF THE SOUTH EDGE OF A PARKING LOT, 4.8 M
 AW0592'(15.7 FT) EAST OF THE WEST EDGE OF A DRIVEWAY, AND 0.4 M (1.3 FT) WEST
 AW0592'OF THE EAST EDGE OF THE DRIVEWAY.
 AW0592
 AW0592                          STATION RECOVERY (2002)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (2004)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0592'RECOVERED IN GOOD CONDITION.
 AW0592
 AW0592                          STATION RECOVERY (2005)
 AW0592
 AW0592'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0592'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0591 ***********************************************************************
 AW0591  TIDAL BM    -  This is a Tidal Bench Mark.
 AW0591  DESIGNATION -  877 1510 TIDAL 44
 AW0591  PID         -  AW0591
 AW0591  STATE/COUNTY-  TX/GALVESTON
 AW0591  USGS QUAD   -  GALVESTON (1994)
 AW0591
 AW0591                         *CURRENT SURVEY CONTROL
 AW0591  ___________________________________________________________________
 AW0591* NAD 83(1993)-  29 17 17.86994(N)    094 47 24.58060(W)     ADJUSTED  
 AW0591* NAVD 88     -         4.379  (meters)      14.37   (feet)  ADJUSTED  
 AW0591  ___________________________________________________________________
 AW0591  X           -    -464,903.395 (meters)                     COMP
 AW0591  Y           -  -5,547,811.621 (meters)                     COMP
 AW0591  Z           -   3,101,799.152 (meters)                     COMP
 AW0591  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AW0591  ELLIP HEIGHT-         -22.16  (meters)          (09/30/02) GPS OBS
 AW0591  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0591  DYNAMIC HT  -           4.373 (meters)      14.35  (feet)  COMP
 AW0591  MODELED GRAV-     979,261.4   (mgal)                       NAVD 88
 AW0591  OBS GRAVITY -     979,258.6   (mgal)                       GRAV_OBS
 AW0591
 AW0591  HORZ ORDER  -  SECOND
 AW0591  VERT ORDER  -  FIRST     CLASS II
 AW0591  ELLP ORDER  -  FIFTH     CLASS I
 AW0591
 AW0591.The horizontal coordinates were established by GPS observations
 AW0591.and adjusted by the National Geodetic Survey in February 1996..
 AW0591
 AW0591.The orthometric height was determined by differential leveling
 AW0591.and adjusted by the National Geodetic Survey in March 1997..
 AW0591
 AW0591.This Tidal Bench Mark is designated as VM 858
 AW0591.by the Center for Operational Oceanographic Products and Services.
 AW0591
 AW0591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0591
 AW0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0591
 AW0591.The ellipsoidal height was determined by GPS observations
 AW0591.and is referenced to NAD 83.
 AW0591
 AW0591.The geoid height was determined by GEOID03.
 AW0591
 AW0591.The dynamic height is computed by dividing the NAVD 88
 AW0591.geopotential number by the normal gravity value computed on the
 AW0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0591.degrees latitude (g = 980.6199 gals.).
 AW0591
 AW0591.The modeled gravity was interpolated from observed gravity values.
 AW0591.The observed gravity was obtained from relative gravimeter ties
 AW0591.to the IGSN71 gravity network.
 AW0591
 AW0591;                    North         East     Units Scale Factor Converg.
 AW0591;SPC TXSC     - 4,168,608.977 1,008,914.532   MT  0.99986357   +2 03 44.8
 AW0591;SPC TXSC     -13,676,511.29  3,310,080.43   sFT  0.99986357   +2 03 44.8
 AW0591;UTM  15      - 3,241,256.379   326,109.582   MT  0.99997313   -0 52 33.5
 AW0591
 AW0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0591!SPC TXSC     -   1.00000348  x   0.99986357  =   0.99986705
 AW0591!UTM  15      -   1.00000348  x   0.99997313  =   0.99997661
 AW0591
 AW0591                          SUPERSEDED SURVEY CONTROL
 AW0591
 AW0591  ELLIP H (02/16/96)  -22.04   (m)                       GP(       ) 5 1
 AW0591  NAD 83(1993)-  29 17 17.88263(N)    094 47 24.56037(W) AD(       ) 2
 AW0591  NAVD 88 (06/15/91)    4.435  (m)           14.55   (f) UNKNOWN     1 1
 AW0591  NGVD 29 (12/23/87)    4.432  (m)           14.54   (f) ADJUSTED    1 1
 AW0591
 AW0591.Superseded values are not recommended for survey control.
 AW0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0591.See file dsdata.txt to determine how the superseded data were derived.
 AW0591
 AW0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2611041256(NAD 83)
 AW0591_MARKER: DJ = TIDAL STATION DISK
 AW0591_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0591_SP_SET: SEAWALL
 AW0591_STAMPING: NO 44 1957
 AW0591_MARK LOGO: CGS   
 AW0591_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0591+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0591
 AW0591  HISTORY     - Date     Condition        Report By
 AW0591  HISTORY     - 1957     MONUMENTED       CGS
 AW0591  HISTORY     - 1973     GOOD             NGS
 AW0591  HISTORY     - 1978     GOOD             NGS
 AW0591  HISTORY     - 1983     GOOD             NGS
 AW0591  HISTORY     - 1987     GOOD             NGS
 AW0591  HISTORY     - 1989     GOOD             USPSQD
 AW0591  HISTORY     - 1989     GOOD             USPSQD
 AW0591  HISTORY     - 1989     GOOD             USPSQD
 AW0591  HISTORY     - 1989     GOOD             USPSQD
 AW0591  HISTORY     - 1989     GOOD             USPSQD
 AW0591  HISTORY     - 1989     GOOD             USPSQD
 AW0591  HISTORY     - 1989     GOOD             USPSQD
 AW0591  HISTORY     - 1989     GOOD             USPSQD
 AW0591  HISTORY     - 1989     GOOD             USPSQD
 AW0591  HISTORY     - 1989     GOOD             USPSQD
 AW0591  HISTORY     - 1990     GOOD             USPSQD
 AW0591  HISTORY     - 19930223 GOOD
 AW0591  HISTORY     - 19951006 GOOD             CHANCE
 AW0591  HISTORY     - 19961205 GOOD             NGS
 AW0591  HISTORY     - 20020719 GOOD             USPSQD
 AW0591  HISTORY     - 20031207 GOOD             USPSQD
 AW0591  HISTORY     - 20041210 GOOD             USPSQD
 AW0591  HISTORY     - 20051214 GOOD             USPSQD
 AW0591
 AW0591                          STATION DESCRIPTION
 AW0591
 AW0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0591'IN GALVESTON.
 AW0591'AT GALVESTON, AT THE JUNCTION OF SEAWALL BOULEVARD AND ROSENBERG
 AW0591'AVENUE (25TH STREET) NORTH, IN THE TOP OF THE CENTER OF THE CONCRETE
 AW0591'SEAWALL, 2.3 FEET NORTH OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE
 AW0591'AROUND THE FLAGSHIP MOTOR HOTEL, 10 FEET SOUTHWEST OF THE CENTER LINE
 AW0591'OF A CONCRETE RAMP LEADING DOWN TO THE BEACH, 2.9 FEET NORTHWEST OF
 AW0591'THE EXTENDED CONCRETE CURB OF THE RAMP LEADING UP ALONG THE NORTHEAST
 AW0591'SIDE OF THE FLAGSHIP MOTOR HOTEL PIER, AND ABOUT 2 FEET HIGHER THAN
 AW0591'THE BOULEVARD.
 AW0591
 AW0591                          STATION RECOVERY (1978)
 AW0591
 AW0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (1983)
 AW0591
 AW0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0591'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--1.2 M
 AW0591'(3.9 FT) NORTH OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE.  THE OLD
 AW0591'DESCRIPTION STATES THAT THE DISK WAS STAMPED NO 44 1957 BUT IS STAMPED
 AW0591'NO. 44 1957.
 AW0591
 AW0591                          STATION RECOVERY (1987)
 AW0591
 AW0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0591'THE STATION IS LOCATED ON GALVESTON ISLAND, ON THE GALVESTON SEAWALL,
 AW0591'ON THE EAST SIDE OF THE RAMP LEADING TO THE FLAGSHIP HOTEL PIER.  TO
 AW0591'REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 342 (61ST STREET)
 AW0591'AND SEAWALL BOULEVARD IN GALVESTON, PROCEED NORTHEAST ALONG SEAWALL
 AW0591'BOULEVARD FOR 2.6 MI (4.2 KM) TO THE FLAGSHIP HOTEL PIER AND THE
 AW0591'STATION ON THE RIGHT AS DESCRIBED.  THE STATION IS A STANDARD CGS
 AW0591'TIDAL BENCH MARK DISK STAMPED ---NO.44 1957--- AND CEMENTED INTO A
 AW0591'DRILL HOLE IN THE TOP OF THE CONCRETE SEAWALL.  IT IS 8.80 M
 AW0591'(28.87 FT) EAST-SOUTHEAST OF THE CENTER OF A TRAFFIC LIGHT POLE, 5.66
 AW0591'M (18.57 FT) SOUTH OF THE SOUTH EDGE OF SEAWALL BOULEVARD, AND 0.80 M
 AW0591'(2.62 FT) NORTH OF THE SOUTH EDGE OF THE SEAWALL.  DESCRIBED BY CSM.
 AW0591
 AW0591                          STATION RECOVERY (1989)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (1989)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (1989)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (1989)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (1989)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (1989)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (1989)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (1989)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (1989)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (1989)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (1990)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (1993)
 AW0591
 AW0591'RECOVERED 1993
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (1995)
 AW0591
 AW0591'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0591'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL TIES FOLLOW.
 AW0591'14.2 M (46.6 FT) WEST OF THE WEST END OF A CONCRETE BENCH.  17.0 M
 AW0591'(55.8 FT) WEST OF A --CAUTION DROP OFF-- SIGN.  23.0 M (75.5 FT) WEST
 AW0591'OF TIDAL MARK NO.5.
 AW0591
 AW0591                          STATION RECOVERY (1996)
 AW0591
 AW0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0591'IN GALVESTON, AT THE INTERSECTION OF SEAWALL BOULEVARD AND 25TH
 AW0591'STREET, IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE BOULEVARD,
 AW0591'25.0 M (82.0 FT) NORTHEAST OF THE EXTENDED CENTER OF THE NORTHBOUND
 AW0591'LANES OF THE STREET, 12.0 M (39.4 FT) SOUTHEAST OF THE CENTER OF THE
 AW0591'EASTBOUND LANES OF THE BOULEVARD, 8.6 M (28.2 FT) EAST OF A POLE
 AW0591'SUPPORTING A TRAFFIC SIGNAL, 4.2 M (13.8 FT) NORTHEAST OF THE CENTER
 AW0591'OF THE EAST DRIVEWAY LEADING TO THE FLAGSHIP HOTEL, 3.0 M (9.8 FT)
 AW0591'WEST OF THE CENTER OF A ROAD LEADING TO A BEACH, AND 0.7 M (2.3 FT)
 AW0591'NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL.
 AW0591
 AW0591                          STATION RECOVERY (2002)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (2003)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (2004)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0591'RECOVERED IN GOOD CONDITION.
 AW0591
 AW0591                          STATION RECOVERY (2005)
 AW0591
 AW0591'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0591'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1247 ***********************************************************************
 AW1247  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1247  DESIGNATION -  877 1510 TIDAL 45
 AW1247  PID         -  AW1247
 AW1247  STATE/COUNTY-  TX/GALVESTON
 AW1247  USGS QUAD   -  GALVESTON (1994)
 AW1247
 AW1247                         *CURRENT SURVEY CONTROL
 AW1247  ___________________________________________________________________
 AW1247* NAD 83(1986)-  29 17 29.     (N)    094 47 12.     (W)     SCALED    
 AW1247* NAVD 88     -         4.388  (meters)      14.40   (feet)  ADJUSTED  
 AW1247  ___________________________________________________________________
 AW1247  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW1247  DYNAMIC HT  -           4.382 (meters)      14.38  (feet)  COMP
 AW1247  MODELED GRAV-     979,261.8   (mgal)                       NAVD 88
 AW1247
 AW1247  VERT ORDER  -  FIRST     CLASS II
 AW1247
 AW1247.The horizontal coordinates were scaled from a topographic map and have
 AW1247.an estimated accuracy of +/- 6 seconds.
 AW1247
 AW1247.The orthometric height was determined by differential leveling
 AW1247.and adjusted by the National Geodetic Survey in March 1997..
 AW1247
 AW1247.This Tidal Bench Mark is designated as VM 860
 AW1247.by the Center for Operational Oceanographic Products and Services.
 AW1247
 AW1247.The geoid height was determined by GEOID03.
 AW1247
 AW1247.The dynamic height is computed by dividing the NAVD 88
 AW1247.geopotential number by the normal gravity value computed on the
 AW1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1247.degrees latitude (g = 980.6199 gals.).
 AW1247
 AW1247.The modeled gravity was interpolated from observed gravity values.
 AW1247
 AW1247;                    North         East    Units  Estimated Accuracy
 AW1247;SPC TXSC     - 4,168,960.    1,009,240.      MT  (+/- 180 meters Scaled)
 AW1247
 AW1247                          SUPERSEDED SURVEY CONTROL
 AW1247
 AW1247  NAVD 88 (06/15/91)    4.441  (m)           14.57   (f) UNKNOWN     1 1
 AW1247  NGVD 29 (12/23/87)    4.437  (m)           14.56   (f) ADJUSTED    1 1
 AW1247
 AW1247.Superseded values are not recommended for survey control.
 AW1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1247.See file dsdata.txt to determine how the superseded data were derived.
 AW1247
 AW1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN264415(NAD 83)
 AW1247_MARKER: DJ = TIDAL STATION DISK
 AW1247_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW1247_SP_SET: SEAWALL
 AW1247_STAMPING: NO 45 1975
 AW1247_MARK LOGO: NOS   
 AW1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1247+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW1247
 AW1247  HISTORY     - Date     Condition        Report By
 AW1247  HISTORY     - 1975     MONUMENTED       NOS
 AW1247  HISTORY     - 1976     GOOD             NGS
 AW1247  HISTORY     - 1983     GOOD             NGS
 AW1247  HISTORY     - 1987     GOOD             NGS
 AW1247  HISTORY     - 19951006 GOOD             CHANCE
 AW1247  HISTORY     - 19961205 GOOD             NGS
 AW1247  HISTORY     - 20020719 GOOD             USPSQD
 AW1247  HISTORY     - 20031207 GOOD             USPSQD
 AW1247  HISTORY     - 20041210 GOOD             USPSQD
 AW1247  HISTORY     - 20051214 GOOD             USPSQD
 AW1247
 AW1247                          STATION DESCRIPTION
 AW1247
 AW1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1247'IN GALVESTON.
 AW1247'AT GALVESTON, AT THE JUNCTION OF SEAWALL BOULEVARD AND MOODY AVENUE
 AW1247'(21ST STREET), 50.8 FEET SOUTHEAST OF THE CENTER LINE OF SEAWALL
 AW1247'BOULEVARD, 31.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF PLANTER WITH
 AW1247'ONE PALM TREE AND 2.6 FEET NORTHWEST OF SEAWARD SIDE OF SEAWALL.
 AW1247
 AW1247                          STATION RECOVERY (1983)
 AW1247
 AW1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1247'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN
 AW1247'GALVESTON, THE BENCH MARK IS LOCATED IN GALVESTON IN THE VICINITY OF
 AW1247'THE JUNCTION OF SEAWALL BOULEVARD AND MOODY AVENUE (21ST STREET),
 AW1247'15.5 METERS (50.8 FT) SOUTHEAST OF THE CENTERLINE OF THE BOULEVARD,
 AW1247'9.5 METERS (31.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A PLANTER,
 AW1247'0.8 METER (2.6 FT) NORTHWEST OF THE SEAWARD SIDE OF THE SEAWALL AND
 AW1247'IS SET IN THE TOP OF THE CONCRETE SEAWALL ABOUT 0.6 METER (2.0 FT)
 AW1247'ABOVE THE BOULEVARD.
 AW1247
 AW1247                          STATION RECOVERY (1987)
 AW1247
 AW1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1247'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--ACROSS
 AW1247'SEAWALL BOULEVARD FROM THE SOUTHEAST CORNER OF MOODY CENTER.
 AW1247
 AW1247                          STATION RECOVERY (1995)
 AW1247
 AW1247'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW1247'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE PLANTER AND PALM
 AW1247'TREE ARE GONE.  ADDITIONAL TIES FOLLOW.  17.6 M (57.7 FT) SOUTHWEST OF
 AW1247'A TRAFFIC SIGNAL POLE, 5.0 M (16.4 FT) SOUTHEAST OF A SIGN WITH A
 AW1247'SEAWALL PLACQUE, 13.6 M (44.6 FT) EAST OF A TRAFFIC SIGNAL POLE, 22.1
 AW1247'M (72.5 FT) EAST OF A HYDRANT.
 AW1247
 AW1247                          STATION RECOVERY (1996)
 AW1247
 AW1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1247'IN GALVESTON, AT THE INTERSECTION OF SEAWALL BOULEVARD AND 21ST
 AW1247'STREET, IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE BOULEVARD,
 AW1247'11.3 M (37.1 FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND LANES OF THE
 AW1247'BOULEVARD, 9.8 M (32.2 FT) EAST OF THE EXTENDED STREET CENTER, 5.0 M
 AW1247'(16.4 FT) SOUTH OF A HISTORICAL MARKER, AND 0.7 M (2.3 FT) NORTHWEST
 AW1247'OF THE SOUTHEAST END OF THE SEAWALL.
 AW1247
 AW1247                          STATION RECOVERY (2002)
 AW1247
 AW1247'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW1247'RECOVERED IN GOOD CONDITION.
 AW1247
 AW1247                          STATION RECOVERY (2003)
 AW1247
 AW1247'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1247'RECOVERED IN GOOD CONDITION.
 AW1247
 AW1247                          STATION RECOVERY (2004)
 AW1247
 AW1247'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1247'RECOVERED IN GOOD CONDITION.
 AW1247
 AW1247                          STATION RECOVERY (2005)
 AW1247
 AW1247'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW1247'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1703 ***********************************************************************
 AW1703  FBN         -  This is a Federal Base Network Control Station.
 AW1703  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1703  DESIGNATION -  877 1510 TIDAL 46
 AW1703  PID         -  AW1703
 AW1703  STATE/COUNTY-  TX/GALVESTON
 AW1703  USGS QUAD   -  GALVESTON (1994)
 AW1703
 AW1703                         *CURRENT SURVEY CONTROL
 AW1703  ___________________________________________________________________
 AW1703* NAD 83(1993)-  29 17 36.42880(N)    094 47 00.79189(W)     ADJUSTED  
 AW1703* NAVD 88     -         4.375  (meters)      14.35   (feet)  ADJUSTED  
 AW1703  ___________________________________________________________________
 AW1703  X           -    -464,240.242 (meters)                     COMP
 AW1703  Y           -  -5,547,586.592 (meters)                     COMP
 AW1703  Z           -   3,102,297.489 (meters)                     COMP
 AW1703  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AW1703  ELLIP HEIGHT-         -22.19  (meters)          (05/01/00) GPS OBS
 AW1703  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW1703  DYNAMIC HT  -           4.369 (meters)      14.33  (feet)  COMP
 AW1703  MODELED GRAV-     979,262.0   (mgal)                       NAVD 88
 AW1703
 AW1703  HORZ ORDER  -  A
 AW1703  VERT ORDER  -  FIRST     CLASS II
 AW1703  ELLP ORDER  -  THIRD     CLASS I
 AW1703
 AW1703.The horizontal coordinates were established by GPS observations
 AW1703.and adjusted by the National Geodetic Survey in May 2000..
 AW1703
 AW1703.The orthometric height was determined by differential leveling
 AW1703.and adjusted by the National Geodetic Survey in March 1997..
 AW1703
 AW1703.This Tidal Bench Mark is designated as VM 861
 AW1703.by the Center for Operational Oceanographic Products and Services.
 AW1703
 AW1703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1703
 AW1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1703
 AW1703.The ellipsoidal height was determined by GPS observations
 AW1703.and is referenced to NAD 83.
 AW1703
 AW1703.The geoid height was determined by GEOID03.
 AW1703
 AW1703.The dynamic height is computed by dividing the NAVD 88
 AW1703.geopotential number by the normal gravity value computed on the
 AW1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1703.degrees latitude (g = 980.6199 gals.).
 AW1703
 AW1703.The modeled gravity was interpolated from observed gravity values.
 AW1703
 AW1703;                    North         East     Units Scale Factor Converg.
 AW1703;SPC TXSC     - 4,169,203.060 1,009,535.513   MT  0.99986350   +2 03 56.5
 AW1703;SPC TXSC     -13,678,460.37  3,312,117.76   sFT  0.99986350   +2 03 56.5
 AW1703;UTM  15      - 3,241,817.907   326,760.272   MT  0.99997034   -0 52 22.4
 AW1703
 AW1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1703!SPC TXSC     -   1.00000349  x   0.99986350  =   0.99986698
 AW1703!UTM  15      -   1.00000349  x   0.99997034  =   0.99997383
 AW1703
 AW1703                          SUPERSEDED SURVEY CONTROL
 AW1703
 AW1703  NAVD 88 (06/15/91)    4.425  (m)           14.52   (f) UNKNOWN     1 1
 AW1703  NGVD 29 (12/23/87)    4.422  (m)           14.51   (f) ADJUSTED    1 1
 AW1703
 AW1703.Superseded values are not recommended for survey control.
 AW1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1703.See file dsdata.txt to determine how the superseded data were derived.
 AW1703
 AW1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2676041818(NAD 83)
 AW1703_MARKER: DJ = TIDAL STATION DISK
 AW1703_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW1703_SP_SET: SEAWALL
 AW1703_STAMPING: NO 46 1975
 AW1703_MARK LOGO: NOS   
 AW1703_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW1703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1703+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW1703
 AW1703  HISTORY     - Date     Condition        Report By
 AW1703  HISTORY     - 1975     MONUMENTED       NOS
 AW1703  HISTORY     - 1976     GOOD             NGS
 AW1703  HISTORY     - 1983     GOOD             NGS
 AW1703  HISTORY     - 1987     GOOD             NGS
 AW1703  HISTORY     - 1989     GOOD             USPSQD
 AW1703  HISTORY     - 1990     GOOD             USPSQD
 AW1703  HISTORY     - 19951006 GOOD             CHANCE
 AW1703  HISTORY     - 19961205 GOOD             NGS
 AW1703  HISTORY     - 19980125 GOOD             NGS
 AW1703  HISTORY     - 20020719 GOOD             USPSQD
 AW1703  HISTORY     - 20031207 GOOD             USPSQD
 AW1703  HISTORY     - 20041210 GOOD             USPSQD
 AW1703  HISTORY     - 20051214 GOOD             USPSQD
 AW1703
 AW1703                          STATION DESCRIPTION
 AW1703
 AW1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1703'IN GALVESTON.
 AW1703'SET IN THE TOP OF THE SEAWALL NEAR THE JUNCTION OF SEAWALL BOULEVARD
 AW1703'AND 18TH STREET, 49.3 FEET SOUTHEAST OF THE CENTER LINE OF SEAWALL
 AW1703'BOULEVARD, 24.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A PLANTER
 AW1703'WITH TWO PALM TREES AND 2.6 FEET NORTHWEST OF THE SEAWARD SIDE OF THE
 AW1703'SEAWALL.
 AW1703
 AW1703                          STATION RECOVERY (1983)
 AW1703
 AW1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1703'RECOVERED IN GOOD CONDITION.
 AW1703
 AW1703                          STATION RECOVERY (1987)
 AW1703
 AW1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1703'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.3 KM
 AW1703'(0.2 MI) NORTHEAST OF MOODY CENTER.
 AW1703
 AW1703                          STATION RECOVERY (1989)
 AW1703
 AW1703'RECOVERY NOTE BY US POWER SQUADRON 1989 (PT)
 AW1703'RECOVERED IN GOOD CONDITION.
 AW1703
 AW1703                          STATION RECOVERY (1990)
 AW1703
 AW1703'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1703'RECOVERED IN GOOD CONDITION.
 AW1703
 AW1703                          STATION RECOVERY (1995)
 AW1703
 AW1703'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW1703'RECOVERED AS DESCRIBED EXCEPT THE PLANTER AND PALM TREES ARE GONE.
 AW1703'ADDITIONAL TIES FOLLOW.  5.6 M (18.4 FT) SOUTH OF THE SOUTH CURB OF
 AW1703'SEAWALL BOULEVARD, 3.2 M (10.5 FT) SOUTHWEST OF THE SOUTHWEST END OF A
 AW1703'CONCRETE BENCH, 34.4 M (112.9 FT) SOUTHWEST OF A --CAUTION DROP OFF--
 AW1703'SIGN, 50.7 M (166.3 FT) NORTHEAST OF THE CENTER OF A SET OF CONCRETE
 AW1703'STAIRS LEADING TO THE BEACH.
 AW1703
 AW1703                          STATION RECOVERY (1996)
 AW1703
 AW1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1703'IN GALVESTON, AT THE INTERSECTION OF SEAWALL BOULEVARD AND 18TH
 AW1703'STREET, IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE BOULEVARD,
 AW1703'11.6 M (38.1 FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND LANES OF THE
 AW1703'BOULEVARD, 8.1 M (26.6 FT) SOUTHWEST OF THE EXTENDED STREET CENTER,
 AW1703'3.2 M (10.5 FT) SOUTHWEST OF THE SOUTHWEST END OF A BENCH, AND 0.5 M
 AW1703'(1.6 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL.
 AW1703
 AW1703                          STATION RECOVERY (1998)
 AW1703
 AW1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AW1703'THE STATION IS LOCATED IN THE CITY OF GALVESTON IN TOP OF A SEAWALL AT
 AW1703'THE JUNCTION OF 18TH STREET AND FARM ROAD 3005 (SEAWALL BOULEVARD) .
 AW1703'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 87 (BROADWAY
 AW1703'AVENUE) AND 25TH STREET IN GALVESTON, GO EAST ON ROUTE 87 FOR 0.8 KM
 AW1703'(0.50 MI) TO THE INTERSECTION OF 18TH STREET.  TURN RIGHT AND GO
 AW1703'SOUTHEAST ON 18TH STREET FOR 0.89 KM (0.55 MI) TO THE JUNCTION OF FARM
 AW1703'ROAD 3005 (SEAWALL BOULEVARD) AND THE STATION STRAIGHT AHEAD.  THE
 AW1703'STATION IS 5.55 M (18.21 FT) SOUTHEAST OF THE SOUTHEAST CURB OF
 AW1703'SEAWALL BOULEVARD, 3.2 M (10.5 FT) SOUTHWEST OF THE SOUTHWEST END OF A
 AW1703'CONCRETE BENCH AND 0.8 M (2.6 FT) NORTHWEST OF THE SOUTHEAST EDGE OF
 AW1703'THE CONCRETE SEAWALL.
 AW1703
 AW1703                          STATION RECOVERY (2002)
 AW1703
 AW1703'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW1703'RECOVERED IN GOOD CONDITION.
 AW1703
 AW1703                          STATION RECOVERY (2003)
 AW1703
 AW1703'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1703'RECOVERED IN GOOD CONDITION.
 AW1703
 AW1703                          STATION RECOVERY (2004)
 AW1703
 AW1703'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1703'RECOVERED IN GOOD CONDITION.
 AW1703
 AW1703                          STATION RECOVERY (2005)
 AW1703
 AW1703'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW1703'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1887 ***********************************************************************
 AW1887  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1887  DESIGNATION -  877 1510 TIDAL 47
 AW1887  PID         -  AW1887
 AW1887  STATE/COUNTY-  TX/GALVESTON
 AW1887  USGS QUAD   -  GALVESTON (1994)
 AW1887
 AW1887                         *CURRENT SURVEY CONTROL
 AW1887  ___________________________________________________________________
 AW1887* NAD 83(1986)-  29 17 48.     (N)    094 46 47.     (W)     SCALED    
 AW1887* NAVD 88     -         4.341  (meters)      14.24   (feet)  ADJUSTED  
 AW1887  ___________________________________________________________________
 AW1887  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW1887  DYNAMIC HT  -           4.335 (meters)      14.22  (feet)  COMP
 AW1887  MODELED GRAV-     979,262.4   (mgal)                       NAVD 88
 AW1887
 AW1887  VERT ORDER  -  FIRST     CLASS II
 AW1887
 AW1887.The horizontal coordinates were scaled from a topographic map and have
 AW1887.an estimated accuracy of +/- 6 seconds.
 AW1887
 AW1887.The orthometric height was determined by differential leveling
 AW1887.and adjusted by the National Geodetic Survey in March 1997..
 AW1887
 AW1887.This Tidal Bench Mark is designated as VM 862
 AW1887.by the Center for Operational Oceanographic Products and Services.
 AW1887
 AW1887.The geoid height was determined by GEOID03.
 AW1887
 AW1887.The dynamic height is computed by dividing the NAVD 88
 AW1887.geopotential number by the normal gravity value computed on the
 AW1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1887.degrees latitude (g = 980.6199 gals.).
 AW1887
 AW1887.The modeled gravity was interpolated from observed gravity values.
 AW1887
 AW1887;                    North         East    Units  Estimated Accuracy
 AW1887;SPC TXSC     - 4,169,570.    1,009,900.      MT  (+/- 180 meters Scaled)
 AW1887
 AW1887                          SUPERSEDED SURVEY CONTROL
 AW1887
 AW1887  NAVD 88 (06/15/91)    4.388  (m)           14.40   (f) UNKNOWN     1 1
 AW1887  NGVD 29 (12/23/87)    4.384  (m)           14.38   (f) ADJUSTED    1 1
 AW1887
 AW1887.Superseded values are not recommended for survey control.
 AW1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1887.See file dsdata.txt to determine how the superseded data were derived.
 AW1887
 AW1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN271421(NAD 83)
 AW1887_MARKER: DJ = TIDAL STATION DISK
 AW1887_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW1887_SP_SET: SEAWALL
 AW1887_STAMPING: NO 47 1975
 AW1887_MARK LOGO: NOS   
 AW1887_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1887+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW1887
 AW1887  HISTORY     - Date     Condition        Report By
 AW1887  HISTORY     - 1975     MONUMENTED       NOS
 AW1887  HISTORY     - 1976     GOOD             NGS
 AW1887  HISTORY     - 1983     GOOD             NGS
 AW1887  HISTORY     - 1987     GOOD             NGS
 AW1887  HISTORY     - 1989     GOOD             USPSQD
 AW1887  HISTORY     - 1990     GOOD             USPSQD
 AW1887  HISTORY     - 19951006 GOOD             CHANCE
 AW1887  HISTORY     - 19961205 GOOD             NGS
 AW1887  HISTORY     - 20031207 GOOD             USPSQD
 AW1887  HISTORY     - 20041210 GOOD             USPSQD
 AW1887  HISTORY     - 20051214 GOOD             USPSQD
 AW1887
 AW1887                          STATION DESCRIPTION
 AW1887
 AW1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1887'IN GALVESTON.
 AW1887'AT GALVESTON AT THE JUNCTION OF SEAWALL BOULEVARD AND 14TH STREET,
 AW1887'47.8 FEET SOUTHEAST OF THE CENTER LINE OF SEAWALL BOULEVARD, 6.9 FEET
 AW1887'NORTH OF NORTHEAST SIDE OF STEPS LEADING TO THE BEACH AND 2.8 FEET
 AW1887'NORTHWEST OF THE SEAWARD SIDE OF THE SEAWALL.
 AW1887
 AW1887                          STATION RECOVERY (1983)
 AW1887
 AW1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1887'RECOVERED IN GOOD CONDITION.
 AW1887'THE MARK IS 0.6 M ABOVE BOULEVARD.
 AW1887
 AW1887                          STATION RECOVERY (1987)
 AW1887
 AW1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1887'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--1.0 KM
 AW1887'(0.6 MI) NORTHEAST OF MOODY CENTER.
 AW1887
 AW1887                          STATION RECOVERY (1989)
 AW1887
 AW1887'RECOVERY NOTE BY US POWER SQUADRON 1989 (NOS)
 AW1887'RECOVERED IN GOOD CONDITION.
 AW1887
 AW1887                          STATION RECOVERY (1990)
 AW1887
 AW1887'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1887'RECOVERED IN GOOD CONDITION.
 AW1887
 AW1887                          STATION RECOVERY (1995)
 AW1887
 AW1887'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW1887'RECOVERED AS DESCRIBED.  ADDITIONAL TIES FOLLOW.  5.5 M (18.0 FT)
 AW1887'SOUTH OF THE SOUTH CURB OF SEAWALL BOULEVARD, 24.2 M (79.4 FT)
 AW1887'SOUTHWEST OF A TRAFFIC SIGNAL POLE, 13.7 M (44.9 FT) EAST OF A SECOND
 AW1887'TRAFFIC SIGNAL POLE (14TH STREET TRAFFIC) , 34.3 M (112.5 FT)
 AW1887'NORTHEAST OF A --CAUTION DROP OFF-- SIGN.
 AW1887
 AW1887                          STATION RECOVERY (1996)
 AW1887
 AW1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1887'IN GALVESTON, AT THE INTERSECTION OF SEAWALL BOULEVARD AND 14TH
 AW1887'STREET, IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE BOULEVARD,
 AW1887'13.7 M (44.9 FT) EAST OF A TRAFFIC SIGNAL, 12.0 M (39.4 FT) SOUTHEAST
 AW1887'OF THE CENTER OF THE EASTBOUND LANES OF THE BOULEVARD, 6.1 M (20.0 FT)
 AW1887'NORTHEAST OF THE EXTENDED STREET CENTER, 3.3 M (10.8 FT) NORTH OF THE
 AW1887'CENTER OF A STAIRS LEADING TO A BEACH, 0.9 M (3.0 FT) NORTHWEST OF THE
 AW1887'SOUTHEAST EDGE OF THE SEAWALL, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF
 AW1887'THE BOULEVARD.
 AW1887
 AW1887                          STATION RECOVERY (2003)
 AW1887
 AW1887'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1887'RECOVERED IN GOOD CONDITION.
 AW1887
 AW1887                          STATION RECOVERY (2004)
 AW1887
 AW1887'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1887'RECOVERED IN GOOD CONDITION.
 AW1887
 AW1887                          STATION RECOVERY (2005)
 AW1887
 AW1887'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW1887'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0107 ***********************************************************************
 AM0107  DESIGNATION -  877 2440 TIDAL 1
 AM0107  PID         -  AM0107
 AM0107  STATE/COUNTY-  TX/BRAZORIA
 AM0107  USGS QUAD   -  FREEPORT (1974)
 AM0107
 AM0107                         *CURRENT SURVEY CONTROL
 AM0107  ___________________________________________________________________
 AM0107* NAD 83(1986)-  28 55 58.     (N)    095 17 36.     (W)     SCALED    
 AM0107* NAVD 88     -         1.76   (+/-2cm)       5.8    (feet)  VERTCON   
 AM0107  ___________________________________________________________________
 AM0107  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AM0107
 AM0107  VERT ORDER  -  THIRD (See Below)
 AM0107
 AM0107.The horizontal coordinates were scaled from a topographic map and have
 AM0107.an estimated accuracy of +/- 6 seconds.
 AM0107
 AM0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0107.The vertical order pertains to the NGVD 29 superseded value.
 AM0107
 AM0107.The geoid height was determined by GEOID03.
 AM0107
 AM0107;                    North         East    Units  Estimated Accuracy
 AM0107;SPC TXSC     - 4,127,580.      961,310.      MT  (+/- 180 meters Scaled)
 AM0107
 AM0107                          SUPERSEDED SURVEY CONTROL
 AM0107
 AM0107  NGVD 29 (??/??/??)    1.78   (m)            5.8    (f) RESET       3  
 AM0107
 AM0107.Superseded values are not recommended for survey control.
 AM0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0107.See file dsdata.txt to determine how the superseded data were derived.
 AM0107
 AM0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN764027(NAD 83)
 AM0107_MARKER: DJ = TIDAL STATION DISK
 AM0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0107_SP_SET: JETTY
 AM0107_STAMPING: NO 1 1937
 AM0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0107
 AM0107  HISTORY     - Date     Condition        Report By
 AM0107  HISTORY     - 1937     MONUMENTED       CGS
 AM0107  HISTORY     - 1973     GOOD             NGS
 AM0107  HISTORY     - 1978     GOOD             NGS
 AM0107  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0107  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0107
 AM0107                          STATION DESCRIPTION
 AM0107
 AM0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0107'IN SURFSIDE.
 AM0107'AT SURFSIDE, AT THE SOUTHWEST END OF THE ISLAND, ALONG A CONCRETE
 AM0107'CAPPED JETTY WHICH IS ALONG THE NORTHEAST SIDE OF FREEPORT HARBOR
 AM0107'CHANNEL, IN THE TOP OF THE CENTER OF THE JETTY, ABOUT 1455 FEET
 AM0107'SOUTHEAST OF THE SOUTHEAST SIDE OF JETTIES BAIT CAMP BUILDING, ABOUT
 AM0107'300 FEET NORTHWEST OF A LIGHT TOWER.
 AM0107
 AM0107                          STATION RECOVERY (1978)
 AM0107
 AM0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0107'RECOVERED IN GOOD CONDITION.
 AM0107
 AM0107                          STATION RECOVERY (1998)
 AM0107
 AM0107'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0107'MARK NOT FOUND.
 AM0107
 AM0107                          STATION RECOVERY (2005)
 AM0107
 AM0107'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0108 ***********************************************************************
 AM0108  DESIGNATION -  877 2440 TIDAL 2
 AM0108  PID         -  AM0108
 AM0108  STATE/COUNTY-  TX/BRAZORIA
 AM0108  USGS QUAD   -  FREEPORT (1974)
 AM0108
 AM0108                         *CURRENT SURVEY CONTROL
 AM0108  ___________________________________________________________________
 AM0108* NAD 83(1986)-  28 56 01.     (N)    095 17 39.     (W)     SCALED    
 AM0108* NAVD 88     -         1.77   (+/-2cm)       5.8    (feet)  VERTCON   
 AM0108  ___________________________________________________________________
 AM0108  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AM0108
 AM0108  VERT ORDER  -  THIRD (See Below)
 AM0108
 AM0108.The horizontal coordinates were scaled from a topographic map and have
 AM0108.an estimated accuracy of +/- 6 seconds.
 AM0108
 AM0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0108.The vertical order pertains to the NGVD 29 superseded value.
 AM0108
 AM0108.The geoid height was determined by GEOID03.
 AM0108
 AM0108;                    North         East    Units  Estimated Accuracy
 AM0108;SPC TXSC     - 4,127,660.      961,220.      MT  (+/- 180 meters Scaled)
 AM0108
 AM0108                          SUPERSEDED SURVEY CONTROL
 AM0108
 AM0108  NGVD 29 (??/??/??)    1.79   (m)            5.9    (f) RESET       3  
 AM0108
 AM0108.Superseded values are not recommended for survey control.
 AM0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0108.See file dsdata.txt to determine how the superseded data were derived.
 AM0108
 AM0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN763027(NAD 83)
 AM0108_MARKER: DJ = TIDAL STATION DISK
 AM0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0108_SP_SET: JETTY
 AM0108_STAMPING: NO 2 1937
 AM0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0108
 AM0108  HISTORY     - Date     Condition        Report By
 AM0108  HISTORY     - 1937     MONUMENTED       CGS
 AM0108  HISTORY     - 1973     GOOD             NGS
 AM0108  HISTORY     - 1978     GOOD             NGS
 AM0108  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0108  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0108
 AM0108                          STATION DESCRIPTION
 AM0108
 AM0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0108'IN SURFSIDE.
 AM0108'AT SURFSIDE, AT THE SOUTHWEST END OF THE ISLAND, ALONG A CONCRETE
 AM0108'CAPPED JETTY WHICH IS ALONG THE NORTHEAST SIDE OF FREEPORT HARBOR
 AM0108'CHANNEL, IN THE TOP OF THE CENTER OF THE JETTY, ABOUT 1056 FEET
 AM0108'SOUTHEAST OF THE SOUTHEAST SIDE OF JETTIES BAIT CAMP BUILDING.
 AM0108
 AM0108                          STATION RECOVERY (1978)
 AM0108
 AM0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0108'RECOVERED IN GOOD CONDITION.
 AM0108
 AM0108                          STATION RECOVERY (1998)
 AM0108
 AM0108'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0108'MARK NOT FOUND.
 AM0108
 AM0108                          STATION RECOVERY (2005)
 AM0108
 AM0108'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0109 ***********************************************************************
 AM0109  DESIGNATION -  877 2440 TIDAL 3
 AM0109  PID         -  AM0109
 AM0109  STATE/COUNTY-  TX/BRAZORIA
 AM0109  USGS QUAD   -  FREEPORT (1974)
 AM0109
 AM0109                         *CURRENT SURVEY CONTROL
 AM0109  ___________________________________________________________________
 AM0109* NAD 83(1986)-  28 56 04.     (N)    095 17 43.     (W)     SCALED    
 AM0109* NAVD 88     -         1.73   (+/-2cm)       5.7    (feet)  VERTCON   
 AM0109  ___________________________________________________________________
 AM0109  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0109
 AM0109  VERT ORDER  -  THIRD (See Below)
 AM0109
 AM0109.The horizontal coordinates were scaled from a topographic map and have
 AM0109.an estimated accuracy of +/- 6 seconds.
 AM0109
 AM0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0109.The vertical order pertains to the NGVD 29 superseded value.
 AM0109
 AM0109.The geoid height was determined by GEOID03.
 AM0109
 AM0109;                    North         East    Units  Estimated Accuracy
 AM0109;SPC TXSC     - 4,127,750.      961,110.      MT  (+/- 180 meters Scaled)
 AM0109
 AM0109                          SUPERSEDED SURVEY CONTROL
 AM0109
 AM0109  NGVD 29 (??/??/??)    1.75   (m)            5.7    (f) RESET       3  
 AM0109
 AM0109.Superseded values are not recommended for survey control.
 AM0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0109.See file dsdata.txt to determine how the superseded data were derived.
 AM0109
 AM0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN762028(NAD 83)
 AM0109_MARKER: DJ = TIDAL STATION DISK
 AM0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0109_SP_SET: JETTY
 AM0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0109
 AM0109  HISTORY     - Date     Condition        Report By
 AM0109  HISTORY     - UNK      MONUMENTED       CGS
 AM0109  HISTORY     - 1973     GOOD             NGS
 AM0109  HISTORY     - 1978     POOR             NGS
 AM0109  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0109  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0109
 AM0109                          STATION DESCRIPTION
 AM0109
 AM0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0109'IN SURFSIDE.
 AM0109'AT SURFSIDE, AT THE SOUTHWEST END OF THE ISLAND, ALONG A CONCRETE
 AM0109'CAPPED JETTY WHICH IS ALONG THE NORTHEAST SIDE OF FREEPORT HARBOR
 AM0109'CHANNEL, IN THE TOP OF THE CENTER OF THE JETTY, ABOUT 555 FEET
 AM0109'SOUTHEAST OF THE SOUTHEAST SIDE OF JETTIES BAIT CAMP BUILDING, 104
 AM0109'FEET SOUTHEAST OF BENCH MARK 15.00 (USE).
 AM0109
 AM0109                          STATION RECOVERY (1978)
 AM0109
 AM0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0109'MARK RECOVERED IN POOR CONDITION.
 AM0109
 AM0109                          STATION RECOVERY (1998)
 AM0109
 AM0109'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0109'MARK NOT FOUND.
 AM0109
 AM0109                          STATION RECOVERY (2005)
 AM0109
 AM0109'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0030 ***********************************************************************
 AM0030  TIDAL BM    -  This is a Tidal Bench Mark.
 AM0030  DESIGNATION -  877 2441 TIDAL 7 DOWCO
 AM0030  PID         -  AM0030
 AM0030  STATE/COUNTY-  TX/BRAZORIA
 AM0030  USGS QUAD   -  FREEPORT (1974)
 AM0030
 AM0030                         *CURRENT SURVEY CONTROL
 AM0030  ___________________________________________________________________
 AM0030* NAD 83(1986)-  28 56 42.     (N)    095 18 30.     (W)     SCALED    
 AM0030* NAVD 88     -         2.74   (+/-2cm)       9.0    (feet)  VERTCON   
 AM0030  ___________________________________________________________________
 AM0030  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0030
 AM0030  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0030
 AM0030.The horizontal coordinates were scaled from a topographic map and have
 AM0030.an estimated accuracy of +/- 6 seconds.
 AM0030
 AM0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0030.The vertical order pertains to the NGVD 29 superseded value.
 AM0030
 AM0030.This Tidal Bench Mark is designated as VM 865
 AM0030.by the Center for Operational Oceanographic Products and Services.
 AM0030
 AM0030.The geoid height was determined by GEOID03.
 AM0030
 AM0030;                    North         East    Units  Estimated Accuracy
 AM0030;SPC TXSC     - 4,128,880.      959,800.      MT  (+/- 180 meters Scaled)
 AM0030
 AM0030                          SUPERSEDED SURVEY CONTROL
 AM0030
 AM0030  NGVD 29 (??/??/92)    2.762  (m)            9.06   (f) ADJ UNCH    1 1
 AM0030
 AM0030.Superseded values are not recommended for survey control.
 AM0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0030.See file dsdata.txt to determine how the superseded data were derived.
 AM0030
 AM0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN750040(NAD 83)
 AM0030_MARKER: B = BOLT
 AM0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0030_SP_SET: TOWER LEG FOUNDATION
 AM0030_STAMPING: NO. 7
 AM0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0030
 AM0030  HISTORY     - Date     Condition        Report By
 AM0030  HISTORY     - UNK      MONUMENTED       DOWCO
 AM0030  HISTORY     - 1978     GOOD             NGS
 AM0030
 AM0030                          STATION DESCRIPTION
 AM0030
 AM0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0030'IN FREEPORT.
 AM0030'LOCATED ON PLANT A OF THE DOW CHEMICAL COMPANY, AT THE SOUTH END
 AM0030'OF THE DOW BARGE CANAL, 0.2 MILE SOUTH OF THE NEW DOW CHEMICAL
 AM0030'COMPANY SKIMMER GATE FREEPORT HARBOR ENTRANCE, 122 FT NORTHEAST
 AM0030'OF THE CENTERLINE OF THE LEVEE, 10 FT SOUTHEAST OF BM H 1209,
 AM0030'SET IN THE TOP AND 2 FT NORTH OF THE SOUTH CORNER OF THE CONCRETE
 AM0030'BASE OF A STEEL TOWER SUPPORTING A CHANNEL NAVIGATION LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0028 ***********************************************************************
 AM0028  TIDAL BM    -  This is a Tidal Bench Mark.
 AM0028  DESIGNATION -  877 2441 TIDAL 8
 AM0028  PID         -  AM0028
 AM0028  STATE/COUNTY-  TX/BRAZORIA
 AM0028  USGS QUAD   -  FREEPORT (1974)
 AM0028
 AM0028                         *CURRENT SURVEY CONTROL
 AM0028  ___________________________________________________________________
 AM0028* NAD 83(1986)-  28 56 49.     (N)    095 18 32.     (W)     SCALED    
 AM0028* NAVD 88     -         2.88   (+/-2cm)       9.4    (feet)  VERTCON   
 AM0028  ___________________________________________________________________
 AM0028  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0028
 AM0028  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0028
 AM0028.The horizontal coordinates were scaled from a topographic map and have
 AM0028.an estimated accuracy of +/- 6 seconds.
 AM0028
 AM0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0028.The vertical order pertains to the NGVD 29 superseded value.
 AM0028
 AM0028.This Tidal Bench Mark is designated as VM 869
 AM0028.by the Center for Operational Oceanographic Products and Services.
 AM0028
 AM0028.The geoid height was determined by GEOID03.
 AM0028
 AM0028;                    North         East    Units  Estimated Accuracy
 AM0028;SPC TXSC     - 4,129,100.      959,740.      MT  (+/- 180 meters Scaled)
 AM0028
 AM0028                          SUPERSEDED SURVEY CONTROL
 AM0028
 AM0028  NGVD 29 (??/??/92)    2.904  (m)            9.53   (f) ADJ UNCH    1 1
 AM0028
 AM0028.Superseded values are not recommended for survey control.
 AM0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0028.See file dsdata.txt to determine how the superseded data were derived.
 AM0028
 AM0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN749043(NAD 83)
 AM0028_MARKER: DJ = TIDAL STATION DISK
 AM0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0028_STAMPING: NO 8 1973
 AM0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0028+STABILITY: SURFACE MOTION
 AM0028
 AM0028  HISTORY     - Date     Condition        Report By
 AM0028  HISTORY     - 1973     MONUMENTED       NGS
 AM0028  HISTORY     - 1978     GOOD             NGS
 AM0028
 AM0028                          STATION DESCRIPTION
 AM0028
 AM0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0028'3.25 MI E FROM FREEPORT.
 AM0028'2.6 MILES EAST ALONG COUNTY ROAD 229 FROM THE JUNCTION OF VELASCO
 AM0028'BOULEVARD AT FREEPORT, THENCE 0.65 MILE SOUTHEAST AND SOUTH ALONG THE
 AM0028'WEST LEVEE ROAD OF DOW BARGE CANAL, 0.05 MILE SOUTH OF THE JUNCTION OF
 AM0028'A ROAD SOUTH TO THE DOW CHEMICAL COMPANY SKIMMER GATE, CARETAKER HOUSE
 AM0028'AND A TIDE GAGE, 120 FEET NORTH OF BENCH MARK H 1209, 39 FEET WEST OF
 AM0028'A FENCE LINE, 21 FEET EAST OF THE CENTER LINE OF A SHELL ROAD, 4.5
 AM0028'FEET NORTH OF POWER POLE RPL 432/227 WITH TRANSFORMER, 3 FEET WEST OF
 AM0028'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 AM0028'FOOT ABOVE THE GROUND.
 AM0028
 AM0028                          STATION RECOVERY (1978)
 AM0028
 AM0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0027 ***********************************************************************
 AM0027  TIDAL BM    -  This is a Tidal Bench Mark.
 AM0027  DESIGNATION -  877 2441 TIDAL 9
 AM0027  PID         -  AM0027
 AM0027  STATE/COUNTY-  TX/BRAZORIA
 AM0027  USGS QUAD   -  FREEPORT (1974)
 AM0027
 AM0027                         *CURRENT SURVEY CONTROL
 AM0027  ___________________________________________________________________
 AM0027* NAD 83(1986)-  28 56 47.     (N)    095 18 32.     (W)     SCALED    
 AM0027* NAVD 88     -         1.79   (+/-2cm)       5.9    (feet)  VERTCON   
 AM0027  ___________________________________________________________________
 AM0027  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0027
 AM0027  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0027
 AM0027.The horizontal coordinates were scaled from a topographic map and have
 AM0027.an estimated accuracy of +/- 6 seconds.
 AM0027
 AM0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0027.The vertical order pertains to the NGVD 29 superseded value.
 AM0027
 AM0027.This Tidal Bench Mark is designated as VM 870
 AM0027.by the Center for Operational Oceanographic Products and Services.
 AM0027
 AM0027.The geoid height was determined by GEOID03.
 AM0027
 AM0027;                    North         East    Units  Estimated Accuracy
 AM0027;SPC TXSC     - 4,129,030.      959,740.      MT  (+/- 180 meters Scaled)
 AM0027
 AM0027                          SUPERSEDED SURVEY CONTROL
 AM0027
 AM0027  NGVD 29 (??/??/92)    1.812  (m)            5.94   (f) ADJ UNCH    1 1
 AM0027
 AM0027.Superseded values are not recommended for survey control.
 AM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0027.See file dsdata.txt to determine how the superseded data were derived.
 AM0027
 AM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN749042(NAD 83)
 AM0027_MARKER: DJ = TIDAL STATION DISK
 AM0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0027_SP_SET: TOWER LEG FOUNDATION
 AM0027_STAMPING: NO 9 1975
 AM0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0027
 AM0027  HISTORY     - Date     Condition        Report By
 AM0027  HISTORY     - 1975     MONUMENTED       NOS
 AM0027  HISTORY     - 1978     GOOD             NGS
 AM0027
 AM0027                          STATION DESCRIPTION
 AM0027
 AM0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0027'IN FREEPORT.
 AM0027'LOCATED ON DOW CHEMICAL PLANT A AT THE FREEPORT HARBOR ENTRANCE,
 AM0027'1.5 MILES SOUTHEAST FROM THE ENTRANCE OF GATE A, ON PAVED ROAD
 AM0027'NUMBER 11, TO ITS JUNCTION WITH A SHELL AND GRAVEL ROAD ON THE LEFT
 AM0027'LEADING UPHILL AND NORTH TO THE TOP OF THE LEVEE, GO NORTHERLY
 AM0027'ON THE SHELL ROAD FOR 0.05 MILE TO THE TOP OF THE LEVEE, THENCE
 AM0027'SOUTHEASTERLY ALONG THE TOP OF THE LEVEE FOR 0.6 MILE TO A NAVIGATION
 AM0027'SIGNAL LIGHT ON THE LEFT, NORTHEAST OF THE LEVEE, SET IN THE TOP
 AM0027'AND WEST END OF THE CONCRETE BASE FOR THE WEST LEG OF THE SIGNAL
 AM0027'LIGHT, 1 FT WEST OF THE WEST LEG, 185 FT EAST OF THE CENTERLINE
 AM0027'OF THE LEVEE ROAD, 80 FT WEST OF THE HIGH WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0025 ***********************************************************************
 AM0025  DESIGNATION -  877 2441 TIDAL TBM 1 BOLT
 AM0025  PID         -  AM0025
 AM0025  STATE/COUNTY-  TX/BRAZORIA
 AM0025  USGS QUAD   -  FREEPORT (1974)
 AM0025
 AM0025                         *CURRENT SURVEY CONTROL
 AM0025  ___________________________________________________________________
 AM0025* NAD 83(1986)-  28 56 58.     (N)    095 18 34.     (W)     SCALED    
 AM0025* NAVD 88     -         2.66   (+/-2cm)       8.7    (feet)  VERTCON   
 AM0025  ___________________________________________________________________
 AM0025  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AM0025
 AM0025  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0025
 AM0025.The horizontal coordinates were scaled from a topographic map and have
 AM0025.an estimated accuracy of +/- 6 seconds.
 AM0025
 AM0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0025.The vertical order pertains to the NGVD 29 superseded value.
 AM0025
 AM0025.The geoid height was determined by GEOID03.
 AM0025
 AM0025;                    North         East    Units  Estimated Accuracy
 AM0025;SPC TXSC     - 4,129,370.      959,680.      MT  (+/- 180 meters Scaled)
 AM0025
 AM0025                          SUPERSEDED SURVEY CONTROL
 AM0025
 AM0025  NGVD 29 (??/??/92)    2.680  (m)            8.79   (f) ADJ UNCH    1 1
 AM0025
 AM0025.Superseded values are not recommended for survey control.
 AM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0025.See file dsdata.txt to determine how the superseded data were derived.
 AM0025
 AM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN749045(NAD 83)
 AM0025_MARKER: B = BOLT
 AM0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0025_SP_SET: CONCRETE FOUNDATION
 AM0025_STAMPING: TBM
 AM0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0025
 AM0025  HISTORY     - Date     Condition        Report By
 AM0025  HISTORY     - UNK      MONUMENTED       NOS
 AM0025  HISTORY     - 1978     GOOD             NGS
 AM0025
 AM0025                          STATION DESCRIPTION
 AM0025
 AM0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0025'IN FREEPORT.
 AM0025'LOCATED ON PLANT A OF THE DOW CHEMICAL COMPANY, AT THE DOW CHEMICAL
 AM0025'COMPANY NEW SKIMMER GATE OVER THE BARGE CANAL, AT THE ENTRANCE TO
 AM0025'FREEPORT HARBOR, A BOLT SET IN THE TOP OF A CONCRETE FOUNDATION
 AM0025'WHICH SUPPORTS A STEEL LEG OF THE SKIMMER GATE, 108 FT EAST OF THE
 AM0025'CENTER OF A LEVEE, 51 FT. WEST OF THE HIGH WATER LINE, 23 FT WEST
 AM0025'OF THE WEST END OF THE MOST WESTERLY METAL CATWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0042 ***********************************************************************
 AM0042  DESIGNATION -  877 2441 TIDE STAFF 9 FT
 AM0042  PID         -  AM0042
 AM0042  STATE/COUNTY-  TX/BRAZORIA
 AM0042  USGS QUAD   -  FREEPORT (1974)
 AM0042
 AM0042                         *CURRENT SURVEY CONTROL
 AM0042  ___________________________________________________________________
 AM0042* NAD 83(1986)-  28 56 58.     (N)    095 18 31.     (W)     SCALED    
 AM0042* NAVD 88     -         1.63   (+/-2cm)       5.3    (feet)  VERTCON   
 AM0042  ___________________________________________________________________
 AM0042  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AM0042
 AM0042  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0042
 AM0042.The horizontal coordinates were scaled from a topographic map and have
 AM0042.an estimated accuracy of +/- 6 seconds.
 AM0042
 AM0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0042.The vertical order pertains to the NGVD 29 superseded value.
 AM0042
 AM0042.The geoid height was determined by GEOID03.
 AM0042
 AM0042;                    North         East    Units  Estimated Accuracy
 AM0042;SPC TXSC     - 4,129,370.      959,760.      MT  (+/- 180 meters Scaled)
 AM0042
 AM0042                          SUPERSEDED SURVEY CONTROL
 AM0042
 AM0042  NGVD 29 (??/??/92)    1.655  (m)            5.43   (f) ADJ UNCH    1 1
 AM0042
 AM0042.Superseded values are not recommended for survey control.
 AM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0042.See file dsdata.txt to determine how the superseded data were derived.
 AM0042
 AM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN750045(NAD 83)
 AM0042_MARKER: DB = BENCH MARK DISK
 AM0042_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AM0042+WITH SETTING: INTO GROUND
 AM0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0042
 AM0042  HISTORY     - Date     Condition        Report By
 AM0042  HISTORY     - 1977     MONUMENTED       NOS
 AM0042  HISTORY     - 1973     GOOD             USGS
 AM0042
 AM0042                          STATION DESCRIPTION
 AM0042
 AM0042'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AM0042'3.25 MI E FROM FREEPORT.
 AM0042'2.6 MILES EAST ALONG COUNTY ROAD 229 FROM THE JUNCTION OF VELASCO
 AM0042'BOULEVARD AT FREEPORT, THENCE 0.65 MILE SOUTHEAST AND SOUTH ALONG THE
 AM0042'WEST LEVEE ROAD OF DOW BARGE CANAL, 0.15 MILE NORTH ALONG A GRAVELED
 AM0042'ROAD FROM BENCH MARK A-8-F (DOW), ABOUT 350 FEET EAST OF TIDAL 5, AT
 AM0042'THE DOW CHEMICAL COMPANY SKIMMER GATE FREEPORT HARBOR ENTRANCE, TIDE
 AM0042'STAFF ATTACHED TO THE NORTH SIDE OF THE NORTHWEST ONE OF FOUR CONCRETE
 AM0042'PIERS SUPPORTING AN ELEVATED TIDE STAFF STATION BUILDING, 1.0 FOOT
 AM0042'SOUTH OF THE SOUTH EDGE OF THE WOODEN WALKWAY TO SKIMMER DOCK, 32 FEET
 AM0042'EAST OF THE WEST END OF THE WALKWAY, 225 FEET EAST OF THE SOUTHEAST
 AM0042'CORNER OF SKIMMER GATE CARE TAKERS HOUSE, THE BRASS PLATE IS ATTACHED
 AM0042'TO THE TOP STAFF BRACKET AT THE 9-FOOT MARK. NOTE-- THE STAFF WAS
 AM0042'LEVELED FROM THE 9-FOOT MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0075 ***********************************************************************
 AM0075  TIDAL BM    -  This is a Tidal Bench Mark.
 AM0075  DESIGNATION -  877 2479 A TIDAL
 AM0075  PID         -  AM0075
 AM0075  STATE/COUNTY-  TX/BRAZORIA
 AM0075  USGS QUAD   -  FREEPORT (1974)
 AM0075
 AM0075                         *CURRENT SURVEY CONTROL
 AM0075  ___________________________________________________________________
 AM0075* NAD 83(1986)-  28 56 03.     (N)    095 17 56.     (W)     SCALED    
 AM0075* NAVD 88     -         1.94   (+/-2cm)       6.4    (feet)  VERTCON   
 AM0075  ___________________________________________________________________
 AM0075  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0075
 AM0075  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0075
 AM0075.The horizontal coordinates were scaled from a topographic map and have
 AM0075.an estimated accuracy of +/- 6 seconds.
 AM0075
 AM0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0075.The vertical order pertains to the NGVD 29 superseded value.
 AM0075
 AM0075.This Tidal Bench Mark is designated as VM 7896
 AM0075.by the Center for Operational Oceanographic Products and Services.
 AM0075
 AM0075.The geoid height was determined by GEOID03.
 AM0075
 AM0075;                    North         East    Units  Estimated Accuracy
 AM0075;SPC TXSC     - 4,127,710.      960,760.      MT  (+/- 180 meters Scaled)
 AM0075
 AM0075                          SUPERSEDED SURVEY CONTROL
 AM0075
 AM0075  NGVD 29 (??/??/92)    1.964  (m)            6.44   (f) ADJ UNCH    1 1
 AM0075
 AM0075.Superseded values are not recommended for survey control.
 AM0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0075.See file dsdata.txt to determine how the superseded data were derived.
 AM0075
 AM0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN759028(NAD 83)
 AM0075_MARKER: DB = BENCH MARK DISK
 AM0075_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM0075_SP_SET: 36 FT.
 AM0075_STAMPING: 2479 A 1977
 AM0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0075
 AM0075  HISTORY     - Date     Condition        Report By
 AM0075  HISTORY     - 1977     MONUMENTED       NOS
 AM0075  HISTORY     - 1978     GOOD             NGS
 AM0075  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AM0075  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0075  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0075
 AM0075                          STATION DESCRIPTION
 AM0075
 AM0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0075'5.4 MI SE FROM FREEPORT.
 AM0075'2.4 MILES SOUTH ALONG FARM ROAD 1495 FROM THE POST OFFICE IN FREEPORT,
 AM0075'THENCE 2.1 MILES NORTHEAST ALONG COUNTY ROAD 723 TO A (T)
 AM0075'INTERSECTION, THENCE 0.6 MILE SOUTHEAST ALONG COUNTY ROAD 723 TO THE
 AM0075'END OF THE PAVEMENT AND A SHARP CURVE, CONTINUE ALONG THE GRAVEL AND
 AM0075'DIRT ROAD FOR 0.3 MILE, 81 FT. SOUTHWEST OF THE SOUTH CORNER OF A
 AM0075'WIRE FENCE AROUND POPEYES BAIT STAND, 180 FT. SOUTH OF A POWERLINE
 AM0075'POLE WITH A TRANSFORMER, 118 FT. EAST OF BEMCH MARK CAPTAIN 1977,
 AM0075'33 FT. WEST OF THE WEST EDGE OF A SAND PARKING AREA.
 AM0075
 AM0075                          STATION RECOVERY (1994)
 AM0075
 AM0075'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0075'MARK NOT FOUND.
 AM0075
 AM0075                          STATION RECOVERY (1998)
 AM0075
 AM0075'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0075'MARK NOT FOUND.
 AM0075
 AM0075                          STATION RECOVERY (2005)
 AM0075
 AM0075'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0076 ***********************************************************************
 AM0076  TIDAL BM    -  This is a Tidal Bench Mark.
 AM0076  DESIGNATION -  877 2479 B TIDAL
 AM0076  PID         -  AM0076
 AM0076  STATE/COUNTY-  TX/BRAZORIA
 AM0076  USGS QUAD   -  FREEPORT (1974)
 AM0076
 AM0076                         *CURRENT SURVEY CONTROL
 AM0076  ___________________________________________________________________
 AM0076* NAD 83(1986)-  28 56 05.     (N)    095 17 54.     (W)     SCALED    
 AM0076* NAVD 88     -         1.31   (+/-2cm)       4.3    (feet)  VERTCON   
 AM0076  ___________________________________________________________________
 AM0076  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0076
 AM0076  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0076
 AM0076.The horizontal coordinates were scaled from a topographic map and have
 AM0076.an estimated accuracy of +/- 6 seconds.
 AM0076
 AM0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0076.The vertical order pertains to the NGVD 29 superseded value.
 AM0076
 AM0076.This Tidal Bench Mark is designated as VM 7897
 AM0076.by the Center for Operational Oceanographic Products and Services.
 AM0076
 AM0076.The geoid height was determined by GEOID03.
 AM0076
 AM0076;                    North         East    Units  Estimated Accuracy
 AM0076;SPC TXSC     - 4,127,780.      960,810.      MT  (+/- 180 meters Scaled)
 AM0076
 AM0076                          SUPERSEDED SURVEY CONTROL
 AM0076
 AM0076  NGVD 29 (??/??/92)    1.338  (m)            4.39   (f) ADJ UNCH    1 1
 AM0076
 AM0076.Superseded values are not recommended for survey control.
 AM0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0076.See file dsdata.txt to determine how the superseded data were derived.
 AM0076
 AM0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN759029(NAD 83)
 AM0076_MARKER: DB = BENCH MARK DISK
 AM0076_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0076_SP_SET: 37.5 FT.
 AM0076_STAMPING: 2479 B 1977
 AM0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0076
 AM0076  HISTORY     - Date     Condition        Report By
 AM0076  HISTORY     - 1977     MONUMENTED       NOS
 AM0076  HISTORY     - 1978     GOOD             NGS
 AM0076  HISTORY     - 19940419 GOOD             USPSQD
 AM0076
 AM0076                          STATION DESCRIPTION
 AM0076
 AM0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0076'5.4 MI SE FROM IN FREEPORT.
 AM0076'2.4 MILES SOUTH ALONG FARM ROAD 1495 FROM THE POST OFFICE IN FREEPORT,
 AM0076'THENCE 2.1 MILES NORTHEAST ALONG COUNTY ROAD 723 TO A (T) INTERSECTION
 AM0076'THENCE 0.6 MILE SOUTHEAST ALONG COUNTY ROAD 723 TO THE END OF PAVEMENT
 AM0076'AND A SHARP CURVE, CONTINUE ALONG THE GRAVEL AND DIRT ROAD 0.3 MILE
 AM0076'25 FT. EAST OF A SHELL ROAD, 65 FT. SOUTH OF A DIRT ROAD LEADING EAST
 AM0076'TO A CONCRETE SEAWALL, 109 FT. NORTHEAST OF A POWERLINE POLE WITH A
 AM0076'TRANSFORMER, 126 FT. NORTH OF THE NORTHWEST CORNER OF A FENCE AROUND
 AM0076'POPEYES BAIT STAND.
 AM0076
 AM0076                          STATION RECOVERY (1994)
 AM0076
 AM0076'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0073 ***********************************************************************
 AM0073  TIDAL BM    -  This is a Tidal Bench Mark.
 AM0073  DESIGNATION -  877 2479 D TIDAL
 AM0073  PID         -  AM0073
 AM0073  STATE/COUNTY-  TX/BRAZORIA
 AM0073  USGS QUAD   -  FREEPORT (1974)
 AM0073
 AM0073                         *CURRENT SURVEY CONTROL
 AM0073  ___________________________________________________________________
 AM0073* NAD 83(1986)-  28 56 00.     (N)    095 18 00.     (W)     SCALED    
 AM0073* NAVD 88     -         3.57   (+/-2cm)      11.7    (feet)  VERTCON   
 AM0073  ___________________________________________________________________
 AM0073  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0073
 AM0073  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0073
 AM0073.The horizontal coordinates were scaled from a topographic map and have
 AM0073.an estimated accuracy of +/- 6 seconds.
 AM0073
 AM0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0073.The vertical order pertains to the NGVD 29 superseded value.
 AM0073
 AM0073.This Tidal Bench Mark is designated as VM 7898
 AM0073.by the Center for Operational Oceanographic Products and Services.
 AM0073
 AM0073.The geoid height was determined by GEOID03.
 AM0073
 AM0073;                    North         East    Units  Estimated Accuracy
 AM0073;SPC TXSC     - 4,127,620.      960,650.      MT  (+/- 180 meters Scaled)
 AM0073
 AM0073                          SUPERSEDED SURVEY CONTROL
 AM0073
 AM0073  NGVD 29 (??/??/92)    3.591  (m)           11.78   (f) ADJ UNCH    1 1
 AM0073
 AM0073.Superseded values are not recommended for survey control.
 AM0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0073.See file dsdata.txt to determine how the superseded data were derived.
 AM0073
 AM0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN758027(NAD 83)
 AM0073_MARKER: DJ = TIDAL STATION DISK
 AM0073_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM0073_SP_SET: 22 FT.
 AM0073_STAMPING: 2479 D 1977
 AM0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0073
 AM0073  HISTORY     - Date     Condition        Report By
 AM0073  HISTORY     - 1977     MONUMENTED       NOS
 AM0073  HISTORY     - 1978     GOOD             NGS
 AM0073  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0073
 AM0073                          STATION DESCRIPTION
 AM0073
 AM0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0073'5.4 MI SE FROM FREEPORT.
 AM0073'2.4 MILES SOUTH ALONG FARM ROAD 1495 FROM THE POST OFFICE IN FREEPORT,
 AM0073'THENCE 2.1 MILES NORTHEAST ALONG COUNTY ROAD 723 TO A (T) INTERSECTION
 AM0073'THENCE 0.6 MILE SOUTHEAST ALONG COUNTY ROAD 723 TO THE END OF
 AM0073'PAVEMENT AND A SHARP CURVE, CONTINUE ALONG THE GRAVEL AND DIRT ROAD
 AM0073'0.3 MILE, 31 FT. NORTHWEST OF A SAND TRACK ROAD, 183 FT. NORTHEAST OF
 AM0073'THE CORPS OF ENGINEERS WOODEN CREOSOTED WITNESS POST WITH A SURVEY
 AM0073'CAP ON TOP STAMPED W1-65, 330 FT. SOUTHWEST OF BENCH MARK 2479 C.
 AM0073
 AM0073                          STATION RECOVERY (1998)
 AM0073
 AM0073'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0072 ***********************************************************************
 AM0072  TIDAL BM    -  This is a Tidal Bench Mark.
 AM0072  DESIGNATION -  877 2479 E TIDAL
 AM0072  PID         -  AM0072
 AM0072  STATE/COUNTY-  TX/BRAZORIA
 AM0072  USGS QUAD   -  FREEPORT (1974)
 AM0072
 AM0072                         *CURRENT SURVEY CONTROL
 AM0072  ___________________________________________________________________
 AM0072* NAD 83(1986)-  28 55 59.     (N)    095 18 02.     (W)     SCALED    
 AM0072* NAVD 88     -         5.33   (+/-2cm)      17.5    (feet)  VERTCON   
 AM0072  ___________________________________________________________________
 AM0072  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0072
 AM0072  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0072
 AM0072.The horizontal coordinates were scaled from a topographic map and have
 AM0072.an estimated accuracy of +/- 6 seconds.
 AM0072
 AM0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0072.The vertical order pertains to the NGVD 29 superseded value.
 AM0072
 AM0072.This Tidal Bench Mark is designated as VM 7899
 AM0072.by the Center for Operational Oceanographic Products and Services.
 AM0072
 AM0072.The geoid height was determined by GEOID03.
 AM0072
 AM0072;                    North         East    Units  Estimated Accuracy
 AM0072;SPC TXSC     - 4,127,580.      960,600.      MT  (+/- 180 meters Scaled)
 AM0072
 AM0072                          SUPERSEDED SURVEY CONTROL
 AM0072
 AM0072  NGVD 29 (??/??/92)    5.351  (m)           17.56   (f) ADJ UNCH    1 1
 AM0072
 AM0072.Superseded values are not recommended for survey control.
 AM0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0072.See file dsdata.txt to determine how the superseded data were derived.
 AM0072
 AM0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN757027(NAD 83)
 AM0072_MARKER: DJ = TIDAL STATION DISK
 AM0072_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AM0072_SP_SET: 27 FT.
 AM0072_STAMPING: 2479 E 1977
 AM0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0072
 AM0072  HISTORY     - Date     Condition        Report By
 AM0072  HISTORY     - 1977     MONUMENTED       NOS
 AM0072  HISTORY     - 1978     GOOD             NGS
 AM0072  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0072
 AM0072                          STATION DESCRIPTION
 AM0072
 AM0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0072'5.4 MI SE FROM FREEPORT.
 AM0072'2.4 MILES SOUTH ALONG FARM ROAD 1495 FROM THE POST OFFICE IN FREEPORT,
 AM0072'THENCE 2.1 MILES NORTHEAST ALONG COUNTY ROAD 723 TO A (T) INTERSECTION
 AM0072', THENCE 0.6 MILE SOUTHEAST ALONG COUNTY ROAD 723 TO THE END OF
 AM0072'PAVEMENT AND A SHARP CURVE, CONTINUE 0.3 MILE ALONG THE GRAVEL AND
 AM0072'DIRT ROAD, 20 FT. SOUTHWEST OF THE CENTERLINE OF A SAND TRACK ROAD,
 AM0072'79 FT. SOUTHWEST OF A WOODEN CREOSOTED WITNESS POST WITH A CAP ON
 AM0072'TOP MARKED W 1-65.
 AM0072
 AM0072                          STATION RECOVERY (1998)
 AM0072
 AM0072'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0077 ***********************************************************************
 AM0077  TIDAL BM    -  This is a Tidal Bench Mark.
 AM0077  DESIGNATION -  877 2479 F TIDAL
 AM0077  PID         -  AM0077
 AM0077  STATE/COUNTY-  TX/BRAZORIA
 AM0077  USGS QUAD   -  FREEPORT (1974)
 AM0077
 AM0077                         *CURRENT SURVEY CONTROL
 AM0077  ___________________________________________________________________
 AM0077* NAD 83(1986)-  28 56 05.     (N)    095 17 58.     (W)     SCALED    
 AM0077* NAVD 88     -         2.69   (+/-2cm)       8.8    (feet)  VERTCON   
 AM0077  ___________________________________________________________________
 AM0077  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0077
 AM0077  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0077
 AM0077.The horizontal coordinates were scaled from a topographic map and have
 AM0077.an estimated accuracy of +/- 6 seconds.
 AM0077
 AM0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0077.The vertical order pertains to the NGVD 29 superseded value.
 AM0077
 AM0077.This Tidal Bench Mark is designated as VM 7900
 AM0077.by the Center for Operational Oceanographic Products and Services.
 AM0077
 AM0077.The geoid height was determined by GEOID03.
 AM0077
 AM0077;                    North         East    Units  Estimated Accuracy
 AM0077;SPC TXSC     - 4,127,770.      960,700.      MT  (+/- 180 meters Scaled)
 AM0077
 AM0077                          SUPERSEDED SURVEY CONTROL
 AM0077
 AM0077  NGVD 29 (??/??/92)    2.708  (m)            8.88   (f) ADJ UNCH    1 1
 AM0077
 AM0077.Superseded values are not recommended for survey control.
 AM0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0077.See file dsdata.txt to determine how the superseded data were derived.
 AM0077
 AM0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN758029(NAD 83)
 AM0077_MARKER: DJ = TIDAL STATION DISK
 AM0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0077_SP_SET: CONCRETE POST
 AM0077_STAMPING: 2479 F 1978
 AM0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0077+STABILITY: SURFACE MOTION
 AM0077
 AM0077  HISTORY     - Date     Condition        Report By
 AM0077  HISTORY     - 1978     MONUMENTED       NOS
 AM0077  HISTORY     - 1978     GOOD             NGS
 AM0077  HISTORY     - 19940419 GOOD             USPSQD
 AM0077  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0077
 AM0077                          STATION DESCRIPTION
 AM0077
 AM0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0077'5.4 MI SE FROM FREEPORT.
 AM0077'2.4 MILES SOUTH ALONG FARM ROAD 1495 FROM THE POST OFFICE IN FREEPORT,
 AM0077'THENCE 2.1 MILES NORTHEAST ALONG COUNTY ROAD 723 TO A (T) INTERSECTION
 AM0077', THENCE 0.6 MILE SOUTHEAST ALONG COUNTY ROAD 723 TO THE END OF THE
 AM0077'PAVEMENT AND A SHARP CURVE, CONTINUE 0.3 MILE ALONG THE GRAVEL AND
 AM0077'DIRT ROAD, 189 FT. SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD LEADING
 AM0077'TO POPEYES BAIT STAND, 235 FT. NORTHWEST OF A POWERLINE POLE WITH A
 AM0077'TRANSFORMER, 110 FT. NORTHEAST OF STATION CAPTAIN.
 AM0077
 AM0077                          STATION RECOVERY (1994)
 AM0077
 AM0077'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0077'RECOVERED IN GOOD CONDITION.
 AM0077
 AM0077                          STATION RECOVERY (2005)
 AM0077
 AM0077'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1881 ***********************************************************************
 AN1881  DESIGNATION -  877 4770 ETG READING MARK
 AN1881  PID         -  AN1881
 AN1881  STATE/COUNTY-  TX/ARANSAS
 AN1881  USGS QUAD   -  ROCKPORT (1979)
 AN1881
 AN1881                         *CURRENT SURVEY CONTROL
 AN1881  ___________________________________________________________________
 AN1881* NAD 83(1986)-  28 01 27.     (N)    097 02 51.     (W)     SCALED    
 AN1881* NAVD 88     -         0.871  (meters)       2.86   (feet)  ADJUSTED  
 AN1881  ___________________________________________________________________
 AN1881  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1881  DYNAMIC HT  -           0.870 (meters)       2.85  (feet)  COMP
 AN1881  MODELED GRAV-     979,152.0   (mgal)                       NAVD 88
 AN1881
 AN1881  VERT ORDER  -  FIRST     CLASS I
 AN1881
 AN1881.The horizontal coordinates were scaled from a topographic map and have
 AN1881.an estimated accuracy of +/- 6 seconds.
 AN1881
 AN1881.The orthometric height was determined by differential leveling
 AN1881.and adjusted by the National Geodetic Survey in June 1991..
 AN1881
 AN1881.The geoid height was determined by GEOID03.
 AN1881
 AN1881.The dynamic height is computed by dividing the NAVD 88
 AN1881.geopotential number by the normal gravity value computed on the
 AN1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1881.degrees latitude (g = 980.6199 gals.).
 AN1881
 AN1881.The modeled gravity was interpolated from observed gravity values.
 AN1881
 AN1881;                    North         East    Units  Estimated Accuracy
 AN1881;SPC TXSC     - 4,022,750.      792,020.      MT  (+/- 180 meters Scaled)
 AN1881
 AN1881                          SUPERSEDED SURVEY CONTROL
 AN1881
 AN1881.No superseded survey control is available for this station.
 AN1881
 AN1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS919014(NAD 83)
 AN1881_MARKER: Z = SEE DESCRIPTION
 AN1881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1881_SP_SET: TIDE HOUSE ON PIER
 AN1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1881+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 AN1881
 AN1881  HISTORY     - Date     Condition        Report By
 AN1881  HISTORY     - 1977     MONUMENTED       NOS
 AN1881  HISTORY     - 1978     GOOD             NGS
 AN1881  HISTORY     - 20040315 GOOD             USPSQD
 AN1881
 AN1881                          STATION DESCRIPTION
 AN1881
 AN1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1881'IN ROCKPORT.
 AN1881'THE TIDE STATION AND STAFF ARE LOCATED AT THE TEXAS PARKS AND
 AN1881'WILDLIFE MARINE LABORATORY WHICH IS LOCATED AT THE SOUTHEAST END OF
 AN1881'THE ROCKPORT YACHT BASIN IN ROCKPORT. THE TIDE GAGE IS LOCATED IN A
 AN1881'6 FOOT BY 6 FOOT BY 7 FOOT WHITE FIBERGLASS HOUSE, WITH NOS SIGN ON
 AN1881'DOOR, AND IS ELEVATED 3 FEET ABOVE THE DOCK ON 4X6 INCH CEDAR TIMBERS
 AN1881'AND BOLTED UNDER PIER STRINGERS. THE GAGE, ADR NO 7206A2664M23, WAS
 AN1881'FOUND IN OPERATION AND WAS OBTAINED AND OBSERVED BY MR. JOHN ANDERSON
 AN1881'WHO WORKS AT THE MARINE LABORATORY. THIS STATION WAS ESTABLISHED BY
 AN1881'MR. WILLIAM L. OUTLAW IN MAY 1977.
 AN1881
 AN1881                          STATION RECOVERY (2004)
 AN1881
 AN1881'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AN1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1876 ***********************************************************************
 AN1876  TIDAL BM    -  This is a Tidal Bench Mark.
 AN1876  DESIGNATION -  877 4770 TIDAL 10
 AN1876  PID         -  AN1876
 AN1876  STATE/COUNTY-  TX/ARANSAS
 AN1876  USGS QUAD   -  ROCKPORT (1979)
 AN1876
 AN1876                         *CURRENT SURVEY CONTROL
 AN1876  ___________________________________________________________________
 AN1876* NAD 83(1986)-  28 01 33.     (N)    097 02 57.     (W)     SCALED    
 AN1876* NAVD 88     -         1.156  (meters)       3.79   (feet)  ADJUSTED  
 AN1876  ___________________________________________________________________
 AN1876  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1876  DYNAMIC HT  -           1.154 (meters)       3.79  (feet)  COMP
 AN1876  MODELED GRAV-     979,152.0   (mgal)                       NAVD 88
 AN1876
 AN1876  VERT ORDER  -  FIRST     CLASS I
 AN1876
 AN1876.The horizontal coordinates were scaled from a topographic map and have
 AN1876.an estimated accuracy of +/- 6 seconds.
 AN1876
 AN1876.The orthometric height was determined by differential leveling
 AN1876.and adjusted by the National Geodetic Survey in June 1991..
 AN1876
 AN1876.This Tidal Bench Mark is designated as VM 879
 AN1876.by the Center for Operational Oceanographic Products and Services.
 AN1876
 AN1876.The geoid height was determined by GEOID03.
 AN1876
 AN1876.The dynamic height is computed by dividing the NAVD 88
 AN1876.geopotential number by the normal gravity value computed on the
 AN1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1876.degrees latitude (g = 980.6199 gals.).
 AN1876
 AN1876.The modeled gravity was interpolated from observed gravity values.
 AN1876
 AN1876;                    North         East    Units  Estimated Accuracy
 AN1876;SPC TXSC     - 4,022,940.      791,860.      MT  (+/- 180 meters Scaled)
 AN1876
 AN1876                          SUPERSEDED SURVEY CONTROL
 AN1876
 AN1876.No superseded survey control is available for this station.
 AN1876
 AN1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS917015(NAD 83)
 AN1876_MARKER: DJ = TIDAL STATION DISK
 AN1876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1876_SP_SET: CONCRETE SEAWALL
 AN1876_STAMPING: NO 10 1975
 AN1876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1876+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 AN1876
 AN1876  HISTORY     - Date     Condition        Report By
 AN1876  HISTORY     - 1975     MONUMENTED       NOS
 AN1876  HISTORY     - 1978     GOOD             NGS
 AN1876  HISTORY     - 19910720 GOOD             USPSQD
 AN1876  HISTORY     - 20040315 GOOD             USPSQD
 AN1876
 AN1876                          STATION DESCRIPTION
 AN1876
 AN1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1876'IN ROCKPORT.
 AN1876'LOCATED AT THE NORTH EDGE OF ROCKPORT YACHT BASIN IN ROCKPORT, SET
 AN1876'ON TOP OF THE CONCRETE SEAWALL AT THE NORTH END OF THE BOAT BASIN,
 AN1876'36 FEET SOUTH OF THE CENTERLINE OF THE STREET AROUND THE BOAT BASIN
 AN1876'AND 17 FEET NORTHEAST OF THE NORTHEAST CORNER OF BEAS BAIT STAND.
 AN1876
 AN1876                          STATION RECOVERY (1991)
 AN1876
 AN1876'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AN1876'RECOVERED IN GOOD CONDITION.
 AN1876
 AN1876                          STATION RECOVERY (2004)
 AN1876
 AN1876'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AN1876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1874 ***********************************************************************
 AN1874  TIDAL BM    -  This is a Tidal Bench Mark.
 AN1874  DESIGNATION -  877 4770 TIDAL 11
 AN1874  PID         -  AN1874
 AN1874  STATE/COUNTY-  TX/ARANSAS
 AN1874  USGS QUAD   -  ROCKPORT (1979)
 AN1874
 AN1874                         *CURRENT SURVEY CONTROL
 AN1874  ___________________________________________________________________
 AN1874* NAD 83(1986)-  28 01 27.     (N)    097 03 03.     (W)     SCALED    
 AN1874* NAVD 88     -         1.720  (meters)       5.64   (feet)  ADJUSTED  
 AN1874  ___________________________________________________________________
 AN1874  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1874  DYNAMIC HT  -           1.717 (meters)       5.63  (feet)  COMP
 AN1874  MODELED GRAV-     979,151.9   (mgal)                       NAVD 88
 AN1874
 AN1874  VERT ORDER  -  FIRST     CLASS I
 AN1874
 AN1874.The horizontal coordinates were scaled from a topographic map and have
 AN1874.an estimated accuracy of +/- 6 seconds.
 AN1874
 AN1874.The orthometric height was determined by differential leveling
 AN1874.and adjusted by the National Geodetic Survey in June 1991..
 AN1874
 AN1874.This Tidal Bench Mark is designated as VM 880
 AN1874.by the Center for Operational Oceanographic Products and Services.
 AN1874
 AN1874.The geoid height was determined by GEOID03.
 AN1874
 AN1874.The dynamic height is computed by dividing the NAVD 88
 AN1874.geopotential number by the normal gravity value computed on the
 AN1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1874.degrees latitude (g = 980.6199 gals.).
 AN1874
 AN1874.The modeled gravity was interpolated from observed gravity values.
 AN1874
 AN1874;                    North         East    Units  Estimated Accuracy
 AN1874;SPC TXSC     - 4,022,750.      791,700.      MT  (+/- 180 meters Scaled)
 AN1874
 AN1874                          SUPERSEDED SURVEY CONTROL
 AN1874
 AN1874.No superseded survey control is available for this station.
 AN1874
 AN1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS916014(NAD 83)
 AN1874_MARKER: DJ = TIDAL STATION DISK
 AN1874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1874_SP_SET: RETAINING WALL
 AN1874_STAMPING: NO 11 1975
 AN1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1874
 AN1874  HISTORY     - Date     Condition        Report By
 AN1874  HISTORY     - 1975     MONUMENTED       NOS
 AN1874  HISTORY     - 1978     GOOD             NGS
 AN1874  HISTORY     - 19910721 GOOD             USPSQD
 AN1874
 AN1874                          STATION DESCRIPTION
 AN1874
 AN1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1874'IN ROCKPORT.
 AN1874'LOCATED AND SET ON TOP OF A RETAINING WALL AT EAST SIDE OF THE
 AN1874'PARKING LOT FOR WESTERN AUTO STORE, 49 FEET WEST OF AUSTIN STREET
 AN1874'WHICH IS ALSO BUSINESS 35 THROUGH ROCKPORT, 36 FEET NORTH OF A
 AN1874'RAILROAD CROSSING, AND 3 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 AN1874'RETAINING WALL.
 AN1874
 AN1874                          STATION RECOVERY (1991)
 AN1874
 AN1874'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AN1874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1873 ***********************************************************************
 AN1873  TIDAL BM    -  This is a Tidal Bench Mark.
 AN1873  DESIGNATION -  877 4770 TIDAL 12
 AN1873  PID         -  AN1873
 AN1873  STATE/COUNTY-  TX/ARANSAS
 AN1873  USGS QUAD   -  ROCKPORT (1979)
 AN1873
 AN1873                         *CURRENT SURVEY CONTROL
 AN1873  ___________________________________________________________________
 AN1873* NAD 83(1986)-  28 01 25.     (N)    097 03 05.     (W)     SCALED    
 AN1873* NAVD 88     -         1.518  (meters)       4.98   (feet)  ADJUSTED  
 AN1873  ___________________________________________________________________
 AN1873  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1873  DYNAMIC HT  -           1.516 (meters)       4.97  (feet)  COMP
 AN1873  MODELED GRAV-     979,151.8   (mgal)                       NAVD 88
 AN1873
 AN1873  VERT ORDER  -  FIRST     CLASS I
 AN1873
 AN1873.The horizontal coordinates were scaled from a topographic map and have
 AN1873.an estimated accuracy of +/- 6 seconds.
 AN1873
 AN1873.The orthometric height was determined by differential leveling
 AN1873.and adjusted by the National Geodetic Survey in June 1991..
 AN1873
 AN1873.This Tidal Bench Mark is designated as VM 881
 AN1873.by the Center for Operational Oceanographic Products and Services.
 AN1873
 AN1873.The geoid height was determined by GEOID03.
 AN1873
 AN1873.The dynamic height is computed by dividing the NAVD 88
 AN1873.geopotential number by the normal gravity value computed on the
 AN1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1873.degrees latitude (g = 980.6199 gals.).
 AN1873
 AN1873.The modeled gravity was interpolated from observed gravity values.
 AN1873
 AN1873;                    North         East    Units  Estimated Accuracy
 AN1873;SPC TXSC     - 4,022,690.      791,640.      MT  (+/- 180 meters Scaled)
 AN1873
 AN1873                          SUPERSEDED SURVEY CONTROL
 AN1873
 AN1873.No superseded survey control is available for this station.
 AN1873
 AN1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS915013(NAD 83)
 AN1873_MARKER: DJ = TIDAL STATION DISK
 AN1873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1873_SP_SET: SIDEWALK
 AN1873_STAMPING: NO 12 1975
 AN1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1873+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 AN1873
 AN1873  HISTORY     - Date     Condition        Report By
 AN1873  HISTORY     - 1975     MONUMENTED       NOS
 AN1873  HISTORY     - 1978     GOOD             NGS
 AN1873  HISTORY     - 19910720 GOOD             USPSQD
 AN1873  HISTORY     - 20040315 GOOD             USPSQD
 AN1873
 AN1873                          STATION DESCRIPTION
 AN1873
 AN1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1873'IN ROCKPORT.
 AN1873'AT THE NORTHEAST CORNER OF THE INTERSECTION OF MAGNOLIA AND NORTH
 AN1873'STREETS, 51 FEET WEST OF THE SOUTHWEST CORNER OF 1008 EAST NORTH
 AN1873'STREET, 41 FEET EAST OF THE CENTERLINE OF MAGNOLIA STREET AND 29
 AN1873'FEET NORTH OF THE CENTERLINE OF NORTH STREET, SET IN THE TOP OF THE
 AN1873'SIDEWALK.
 AN1873
 AN1873                          STATION RECOVERY (1991)
 AN1873
 AN1873'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AN1873'RECOVERED IN GOOD CONDITION.
 AN1873
 AN1873                          STATION RECOVERY (2004)
 AN1873
 AN1873'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AN1873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1401 ***********************************************************************
 AN1401  TIDAL BM    -  This is a Tidal Bench Mark.
 AN1401  DESIGNATION -  877 4770 TIDAL 3
 AN1401  PID         -  AN1401
 AN1401  STATE/COUNTY-  TX/ARANSAS
 AN1401  USGS QUAD   -  ROCKPORT (1979)
 AN1401
 AN1401                         *CURRENT SURVEY CONTROL
 AN1401  ___________________________________________________________________
 AN1401* NAD 83(1986)-  28 01 25.     (N)    097 03 03.     (W)     SCALED    
 AN1401* NAVD 88     -         1.393  (meters)       4.57   (feet)  ADJUSTED  
 AN1401  ___________________________________________________________________
 AN1401  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1401  DYNAMIC HT  -           1.391 (meters)       4.56  (feet)  COMP
 AN1401  MODELED GRAV-     979,151.8   (mgal)                       NAVD 88
 AN1401
 AN1401  VERT ORDER  -  FIRST     CLASS I
 AN1401
 AN1401.The horizontal coordinates were scaled from a topographic map and have
 AN1401.an estimated accuracy of +/- 6 seconds.
 AN1401
 AN1401.The orthometric height was determined by differential leveling
 AN1401.and adjusted by the National Geodetic Survey in June 1991..
 AN1401
 AN1401.This Tidal Bench Mark is designated as VM 874
 AN1401.by the Center for Operational Oceanographic Products and Services.
 AN1401
 AN1401.The geoid height was determined by GEOID03.
 AN1401
 AN1401.The dynamic height is computed by dividing the NAVD 88
 AN1401.geopotential number by the normal gravity value computed on the
 AN1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1401.degrees latitude (g = 980.6199 gals.).
 AN1401
 AN1401.The modeled gravity was interpolated from observed gravity values.
 AN1401
 AN1401;                    North         East    Units  Estimated Accuracy
 AN1401;SPC TXSC     - 4,022,690.      791,700.      MT  (+/- 180 meters Scaled)
 AN1401
 AN1401                          SUPERSEDED SURVEY CONTROL
 AN1401
 AN1401.No superseded survey control is available for this station.
 AN1401
 AN1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS916013(NAD 83)
 AN1401_MARKER: DJ = TIDAL STATION DISK
 AN1401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1401_SP_SET: SIDEWALK
 AN1401_STAMPING: NO. 3 1934
 AN1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1401
 AN1401  HISTORY     - Date     Condition        Report By
 AN1401  HISTORY     - 1934     MONUMENTED       CGS
 AN1401  HISTORY     - 1942     GOOD             NGS
 AN1401  HISTORY     - 1978     GOOD             NGS
 AN1401  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN1401
 AN1401                          STATION DESCRIPTION
 AN1401
 AN1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1401'IN ROCKPORT.
 AN1401'TIDAL BENCH MARK IS SET HORIZONTALLY IN THE CONCRETE SIDEWALK IN FRONT
 AN1401'OF A STONE AND BRICK BUILDING, OWNED BY L. M. BRACHT.  IT IS 4.5 FEET
 AN1401'SOUTH OF THE NORTHEAST CORNER AND 0.6 FOOT EAST OF THE EAST WALL OF
 AN1401'THE BUILDING.
 AN1401
 AN1401                          STATION RECOVERY (1978)
 AN1401
 AN1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1401'RECOVERED IN GOOD CONDITION.
 AN1401
 AN1401                          STATION RECOVERY (1991)
 AN1401
 AN1401'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AN1401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1880 ***********************************************************************
 AN1880  FBN         -  This is a Federal Base Network Control Station.
 AN1880  TIDAL BM    -  This is a Tidal Bench Mark.
 AN1880  DESIGNATION -  877 4770 TIDAL 4
 AN1880  PID         -  AN1880
 AN1880  STATE/COUNTY-  TX/ARANSAS
 AN1880  USGS QUAD   -  ROCKPORT (1979)
 AN1880
 AN1880                         *CURRENT SURVEY CONTROL
 AN1880  ___________________________________________________________________
 AN1880* NAD 83(1993)-  28 01 27.72844(N)    097 02 52.28993(W)     ADJUSTED  
 AN1880* NAVD 88     -         1.119  (meters)       3.67   (feet)  ADJUSTED  
 AN1880  ___________________________________________________________________
 AN1880  X           -    -691,335.183 (meters)                     COMP
 AN1880  Y           -  -5,591,855.196 (meters)                     COMP
 AN1880  Z           -   2,978,877.399 (meters)                     COMP
 AN1880  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AN1880  ELLIP HEIGHT-         -25.68  (meters)          (05/01/00) GPS OBS
 AN1880  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1880  DYNAMIC HT  -           1.117 (meters)       3.66  (feet)  COMP
 AN1880  MODELED GRAV-     979,152.0   (mgal)                       NAVD 88
 AN1880
 AN1880  HORZ ORDER  -  A
 AN1880  VERT ORDER  -  FIRST     CLASS I
 AN1880  ELLP ORDER  -  THIRD     CLASS I
 AN1880
 AN1880.The horizontal coordinates were established by GPS observations
 AN1880.and adjusted by the National Geodetic Survey in May 2000..
 AN1880
 AN1880.The orthometric height was determined by differential leveling
 AN1880.and adjusted by the National Geodetic Survey in June 1991..
 AN1880
 AN1880.This Tidal Bench Mark is designated as VM 875
 AN1880.by the Center for Operational Oceanographic Products and Services.
 AN1880
 AN1880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN1880
 AN1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN1880
 AN1880.The ellipsoidal height was determined by GPS observations
 AN1880.and is referenced to NAD 83.
 AN1880
 AN1880.The geoid height was determined by GEOID03.
 AN1880
 AN1880.The dynamic height is computed by dividing the NAVD 88
 AN1880.geopotential number by the normal gravity value computed on the
 AN1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1880.degrees latitude (g = 980.6199 gals.).
 AN1880
 AN1880.The modeled gravity was interpolated from observed gravity values.
 AN1880
 AN1880;                    North         East     Units Scale Factor Converg.
 AN1880;SPC TXSC     - 4,022,776.040   791,987.665   MT  1.00012237   +0 57 23.0
 AN1880;SPC TXSC     -13,198,057.72  2,598,379.53   sFT  1.00012237   +0 57 23.0
 AN1880;UTM  14      - 3,101,438.374   691,917.186   MT  1.00005462   +0 55 03.0
 AN1880
 AN1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN1880!SPC TXSC     -   1.00000403  x   1.00012237  =   1.00012640
 AN1880!UTM  14      -   1.00000403  x   1.00005462  =   1.00005865
 AN1880
 AN1880                          SUPERSEDED SURVEY CONTROL
 AN1880
 AN1880  NAVD 88 (05/01/00)    1.12   (m)            3.7    (f) LEVELING    3  
 AN1880
 AN1880.Superseded values are not recommended for survey control.
 AN1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1880.See file dsdata.txt to determine how the superseded data were derived.
 AN1880
 AN1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9191701438(NAD 83)
 AN1880_MARKER: DB = BENCH MARK DISK
 AN1880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1880_SP_SET: 12 IN THICK CONCRETE BULKHEAD
 AN1880_STAMPING: NO 4 1948
 AN1880_MARK LOGO: CGS   
 AN1880_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1880+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 AN1880
 AN1880  HISTORY     - Date     Condition        Report By
 AN1880  HISTORY     - 1948     MONUMENTED       CGS
 AN1880  HISTORY     - 1978     GOOD             NGS
 AN1880  HISTORY     - 19910720 GOOD             USPSQD
 AN1880  HISTORY     - 19980220 GOOD             NGS
 AN1880  HISTORY     - 20040315 GOOD             USPSQD
 AN1880
 AN1880                          STATION DESCRIPTION
 AN1880
 AN1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1880'IN ROCKPORT.
 AN1880'LOCATED ON THE EAST SHORE OF THE ROCKPORT YACHT BASIN AND NEAR THE
 AN1880'SOUTHEAST END OF THE SEAWALL, SET IN THE TOP OF THE CONCRETE SEAWALL
 AN1880'OPPOSITE THE CENTER OF AND 24 FEET WEST OF THE WEST END OF THE TEXAS
 AN1880'GAME AND FISH COMMISSION BUILDING, SOUTH OF THE INSHORE END OF THE
 AN1880'SOUTH WOODEN WALKWAY, 3 FEET SOUTH OF A CYCLONE FENCE AND PARTIALLY
 AN1880'OBSTRUCTED BY WATER PIPES.
 AN1880
 AN1880                          STATION RECOVERY (1991)
 AN1880
 AN1880'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AN1880'RECOVERED IN GOOD CONDITION.
 AN1880
 AN1880                          STATION RECOVERY (1998)
 AN1880
 AN1880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AN1880'THE STATION IS LOCATED IN ROCKPORT NEAR THE TIDE GAUGE AT THE EAST
 AN1880'SIDE OF THE CHANNEL TO THE ROCKPORT HARBOR.  OWNERSHIP--ARANSAS COUNTY
 AN1880'NAVIGATION DISTRICT NO 1, ATTENTION HARBORMASTER DAVID PARR, 911
 AN1880'NAVIGATION CIRCLE, ROCKPORT, TX 78382, PHONE 512-729-6661. LEASSEE IS
 AN1880'TEXAS PARKS AND WILDLIFE DEPARTMENT - COASTAL FISHERIES DIVISION,
 AN1880'ATTENTION SUPERVISOR ED HAGEN, ROCKPORT MARINE LABORATORY, 702
 AN1880'NAVIGATION CIRCLE, ROCKPORT, TX 78382, PHONE 512-729-2328.  FOR
 AN1880'PERMISSION TO OCCUPY THIS STATION CALL SUPERVISOR ED HAGEN ONE
 AN1880'BUSINESS DAY IN ADVANCE, LABORATORY HOURS MON-FRI 8-12 AND 1-5, CLOSED
 AN1880'WEEKENDS.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 188
 AN1880'AND STATE HIGHWAY 35 ABOUT 40 KM (24.85 MI) EAST OF SINTON, GO NORTH
 AN1880'ON STATE HIGHWAY 35 FOR 8.05 KM (5.00 MI) TO A HIGHWAY INTERCHANGE,
 AN1880'BEARING RIGHT FOLLOWING THE EXIT FOR FARM ROAD 1069.  TURN RIGHT AND
 AN1880'GO EAST ON FARM ROAD 1069 NORTH FOR 2.4 KM (1.50 MI) TO A CROSSROAD AT
 AN1880'BUSINESS STATE HIGHWAY 35.  CONTINUE EAST ON FARM ROAD 1069 (EAST
 AN1880'MARKET STREET) FOR 1.0 KM (0.60 MI) JOINING STATE LOOP HIGHWAY 70 AT
 AN1880'0.5 KM (0.30 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTHERLY ON STATE
 AN1880'LOOP HIGHWAY 70 (SOUTH AUSTIN STREET) FOR 0.55 KM (0.35 MI) TO A PARK
 AN1880'AHEAD RIGHT AND A ROAD ON RIGHT.  TURN RIGHT ON VETERANS MEMORIAL
 AN1880'DRIVE AND FOLLOW THE CURVING ROAD AROUND WITH THE HARBOR WATERS ON
 AN1880'RIGHT FOR 0.55 KM (0.35 MI) TO A GATE WITH A TWO STORY YELLOW AND
 AN1880'ORANGE BRICK BUILDING ON LEFT AND THE STATION ON RIGHT.  THE MARK IS A
 AN1880'CGS BENCHMARK DISK SET ONTO THE TOP OF A 30 CM (12 IN) THICK CONCRETE
 AN1880'BULKHEAD CONSTRUCTED IN 1940.  IT IS LOCATED ABOUT 20 M (65.6 FT)
 AN1880'NORTHEAST FROM THE ROCKPORT HARBOR TIDE GAUGE, 10.6 M (34.8 FT) SOUTH
 AN1880'FROM THE NORTHWEST CORNER OF A RAISED CONCRETE PLATFORM ON TOP OF THE
 AN1880'BULKHEAD, 9.6 M (31.5 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF
 AN1880'TWO STORY BRICK BUILDING NUMBER 6, 0.45 M (1.48 FT) SOUTHWEST FROM A
 AN1880'CORNER POST FOR A 1.83 M (6.00 FT) CHAIN LINK FENCE, AND 0.3 M (1.0
 AN1880'FT) SOUTH FROM A CHAIN LINK FENCE.  THE STATION IS OBSTRUCTED TO ABOUT
 AN1880'35 DEGREES VERTICAL TO THE EAST BY THE BRICK BUILDING, BUT CLEAR TO
 AN1880'OTHER DIRECTIONS.
 AN1880
 AN1880                          STATION RECOVERY (2004)
 AN1880
 AN1880'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AN1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1879 ***********************************************************************
 AN1879  TIDAL BM    -  This is a Tidal Bench Mark.
 AN1879  DESIGNATION -  877 4770 TIDAL 6
 AN1879  PID         -  AN1879
 AN1879  STATE/COUNTY-  TX/ARANSAS
 AN1879  USGS QUAD   -  ROCKPORT (1979)
 AN1879
 AN1879                         *CURRENT SURVEY CONTROL
 AN1879  ___________________________________________________________________
 AN1879* NAD 83(1986)-  28 01 33.     (N)    097 02 49.     (W)     SCALED    
 AN1879* NAVD 88     -         1.722  (meters)       5.65   (feet)  ADJUSTED  
 AN1879  ___________________________________________________________________
 AN1879  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1879  DYNAMIC HT  -           1.719 (meters)       5.64  (feet)  COMP
 AN1879  MODELED GRAV-     979,152.1   (mgal)                       NAVD 88
 AN1879
 AN1879  VERT ORDER  -  FIRST     CLASS I
 AN1879
 AN1879.The horizontal coordinates were scaled from a topographic map and have
 AN1879.an estimated accuracy of +/- 6 seconds.
 AN1879
 AN1879.The orthometric height was determined by differential leveling
 AN1879.and adjusted by the National Geodetic Survey in June 1991..
 AN1879
 AN1879.This Tidal Bench Mark is designated as VM 876
 AN1879.by the Center for Operational Oceanographic Products and Services.
 AN1879
 AN1879.The geoid height was determined by GEOID03.
 AN1879
 AN1879.The dynamic height is computed by dividing the NAVD 88
 AN1879.geopotential number by the normal gravity value computed on the
 AN1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1879.degrees latitude (g = 980.6199 gals.).
 AN1879
 AN1879.The modeled gravity was interpolated from observed gravity values.
 AN1879
 AN1879;                    North         East    Units  Estimated Accuracy
 AN1879;SPC TXSC     - 4,022,940.      792,080.      MT  (+/- 180 meters Scaled)
 AN1879
 AN1879                          SUPERSEDED SURVEY CONTROL
 AN1879
 AN1879.No superseded survey control is available for this station.
 AN1879
 AN1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS920016(NAD 83)
 AN1879_MARKER: DJ = TIDAL STATION DISK
 AN1879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1879_SP_SET: LAMP POST FOUNDATION
 AN1879_STAMPING: 6 1948
 AN1879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1879+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 AN1879
 AN1879  HISTORY     - Date     Condition        Report By
 AN1879  HISTORY     - 1948     MONUMENTED       CGS
 AN1879  HISTORY     - 1978     GOOD             NGS
 AN1879  HISTORY     - 20040315 GOOD             USPSQD
 AN1879
 AN1879                          STATION DESCRIPTION
 AN1879
 AN1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1879'IN ROCKPORT.
 AN1879'LOCATED AT THE EAST SIDE OF THE ROCKPORT YACHT BASIN, 174 FEET NORTH
 AN1879'OF THE TEXAS GAME AND FISH COMMISSION BUILDING, 60 FEET EAST OF THE
 AN1879'CONCRETE SEAWALL OF THE YACHT BASIN, 51 FEET SOUTH OF A POWERLINE
 AN1879'POLE AND 11 FEET EAST OF THE WEST EDGE OF A DRIVE TO A PARKING LOT.
 AN1879'SET IN THE TOP OF A CONCRETE FOUNDATION OF AN ABANDONED LAMP POST.
 AN1879
 AN1879                          STATION RECOVERY (2004)
 AN1879
 AN1879'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AN1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1878 ***********************************************************************
 AN1878  TIDAL BM    -  This is a Tidal Bench Mark.
 AN1878  DESIGNATION -  877 4770 TIDAL 7
 AN1878  PID         -  AN1878
 AN1878  STATE/COUNTY-  TX/ARANSAS
 AN1878  USGS QUAD   -  ROCKPORT (1979)
 AN1878
 AN1878                         *CURRENT SURVEY CONTROL
 AN1878  ___________________________________________________________________
 AN1878* NAD 83(1986)-  28 01 31.     (N)    097 02 53.     (W)     SCALED    
 AN1878* NAVD 88     -         1.127  (meters)       3.70   (feet)  ADJUSTED  
 AN1878  ___________________________________________________________________
 AN1878  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1878  DYNAMIC HT  -           1.125 (meters)       3.69  (feet)  COMP
 AN1878  MODELED GRAV-     979,152.0   (mgal)                       NAVD 88
 AN1878
 AN1878  VERT ORDER  -  FIRST     CLASS I
 AN1878
 AN1878.The horizontal coordinates were scaled from a topographic map and have
 AN1878.an estimated accuracy of +/- 6 seconds.
 AN1878
 AN1878.The orthometric height was determined by differential leveling
 AN1878.and adjusted by the National Geodetic Survey in June 1991..
 AN1878
 AN1878.This Tidal Bench Mark is designated as VM 877
 AN1878.by the Center for Operational Oceanographic Products and Services.
 AN1878
 AN1878.The geoid height was determined by GEOID03.
 AN1878
 AN1878.The dynamic height is computed by dividing the NAVD 88
 AN1878.geopotential number by the normal gravity value computed on the
 AN1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1878.degrees latitude (g = 980.6199 gals.).
 AN1878
 AN1878.The modeled gravity was interpolated from observed gravity values.
 AN1878
 AN1878;                    North         East    Units  Estimated Accuracy
 AN1878;SPC TXSC     - 4,022,880.      791,970.      MT  (+/- 180 meters Scaled)
 AN1878
 AN1878                          SUPERSEDED SURVEY CONTROL
 AN1878
 AN1878.No superseded survey control is available for this station.
 AN1878
 AN1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS918015(NAD 83)
 AN1878_MARKER: DJ = TIDAL STATION DISK
 AN1878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1878_SP_SET: SEAWALL
 AN1878_STAMPING: 7 1948
 AN1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1878+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 AN1878
 AN1878  HISTORY     - Date     Condition        Report By
 AN1878  HISTORY     - 1948     MONUMENTED       CGS
 AN1878  HISTORY     - 1978     GOOD             NGS
 AN1878  HISTORY     - 19910720 GOOD             USPSQD
 AN1878  HISTORY     - 20040315 GOOD             USPSQD
 AN1878
 AN1878                          STATION DESCRIPTION
 AN1878
 AN1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1878'IN ROCKPORT.
 AN1878'LOCATED AT THE EAST EDGE OF THE ROCKPORT YACHT BASIN, SET IN THE TOP
 AN1878'OF A CONCRETE SEAWALL, AT BOAT SLIP 53, 30 FEET NORTH OF A 2 FOOT
 AN1878'BY 2 FOOT CONCRETE BLOCK WITH A PIPE IN THE CENTER WHICH PROJECTS 2
 AN1878'FEET ABOVE GROUND.
 AN1878
 AN1878                          STATION RECOVERY (1991)
 AN1878
 AN1878'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AN1878'RECOVERED IN GOOD CONDITION.
 AN1878
 AN1878                          STATION RECOVERY (2004)
 AN1878
 AN1878'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AN1878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1877 ***********************************************************************
 AN1877  TIDAL BM    -  This is a Tidal Bench Mark.
 AN1877  DESIGNATION -  877 4770 TIDAL 8
 AN1877  PID         -  AN1877
 AN1877  STATE/COUNTY-  TX/ARANSAS
 AN1877  USGS QUAD   -  ROCKPORT (1979)
 AN1877
 AN1877                         *CURRENT SURVEY CONTROL
 AN1877  ___________________________________________________________________
 AN1877* NAD 83(1986)-  28 01 35.     (N)    097 02 51.     (W)     SCALED    
 AN1877* NAVD 88     -         1.708  (meters)       5.60   (feet)  ADJUSTED  
 AN1877  ___________________________________________________________________
 AN1877  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1877  DYNAMIC HT  -           1.705 (meters)       5.59  (feet)  COMP
 AN1877  MODELED GRAV-     979,152.1   (mgal)                       NAVD 88
 AN1877
 AN1877  VERT ORDER  -  FIRST     CLASS I
 AN1877
 AN1877.The horizontal coordinates were scaled from a topographic map and have
 AN1877.an estimated accuracy of +/- 6 seconds.
 AN1877
 AN1877.The orthometric height was determined by differential leveling
 AN1877.and adjusted by the National Geodetic Survey in June 1991..
 AN1877
 AN1877.This Tidal Bench Mark is designated as VM 878
 AN1877.by the Center for Operational Oceanographic Products and Services.
 AN1877
 AN1877.The geoid height was determined by GEOID03.
 AN1877
 AN1877.The dynamic height is computed by dividing the NAVD 88
 AN1877.geopotential number by the normal gravity value computed on the
 AN1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1877.degrees latitude (g = 980.6199 gals.).
 AN1877
 AN1877.The modeled gravity was interpolated from observed gravity values.
 AN1877
 AN1877;                    North         East    Units  Estimated Accuracy
 AN1877;SPC TXSC     - 4,023,000.      792,020.      MT  (+/- 180 meters Scaled)
 AN1877
 AN1877                          SUPERSEDED SURVEY CONTROL
 AN1877
 AN1877.No superseded survey control is available for this station.
 AN1877
 AN1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS919016(NAD 83)
 AN1877_MARKER: DJ = TIDAL STATION DISK
 AN1877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1877_SP_SET: LAMP POST FOUNDATION
 AN1877_STAMPING: 8 1948
 AN1877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1877+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 AN1877
 AN1877  HISTORY     - Date     Condition        Report By
 AN1877  HISTORY     - 1948     MONUMENTED       CGS
 AN1877  HISTORY     - 1978     GOOD             NGS
 AN1877  HISTORY     - 19910720 GOOD             USPSQD
 AN1877  HISTORY     - 20040315 GOOD             USPSQD
 AN1877
 AN1877                          STATION DESCRIPTION
 AN1877
 AN1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1877'IN ROCKPORT.
 AN1877'LOCATED AT THE NORTHEAST SIDE OF ROCKPORT YACHT BASIN, SET IN THE
 AN1877'TOP OF A CONCRETE FOUNDATION OF AN ABANDONED LAMP POST, 120 FEET
 AN1877'EAST OF THE YACHT BASIN SEAWALL, 75 FEET WEST OF THE THIRD POWERLINE
 AN1877'POLE FROM ARANSAS BAY AND 27 FEET EAST OF THE SECOND POWERLINE POLE
 AN1877'FROM THE NORTHEAST CORNER OF THE YACHT BASIN.
 AN1877
 AN1877                          STATION RECOVERY (1991)
 AN1877
 AN1877'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AN1877'RECOVERED IN GOOD CONDITION.
 AN1877
 AN1877                          STATION RECOVERY (2004)
 AN1877
 AN1877'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AN1877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1875 ***********************************************************************
 AN1875  TIDAL BM    -  This is a Tidal Bench Mark.
 AN1875  DESIGNATION -  877 4770 TIDAL 9 TXHD
 AN1875  PID         -  AN1875
 AN1875  STATE/COUNTY-  TX/ARANSAS
 AN1875  USGS QUAD   -  ROCKPORT (1979)
 AN1875
 AN1875                         *CURRENT SURVEY CONTROL
 AN1875  ___________________________________________________________________
 AN1875* NAD 83(1986)-  28 01 29.     (N)    097 03 01.     (W)     SCALED    
 AN1875* NAVD 88     -         1.814  (meters)       5.95   (feet)  ADJUSTED  
 AN1875  ___________________________________________________________________
 AN1875  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1875  DYNAMIC HT  -           1.811 (meters)       5.94  (feet)  COMP
 AN1875  MODELED GRAV-     979,151.9   (mgal)                       NAVD 88
 AN1875
 AN1875  VERT ORDER  -  FIRST     CLASS I
 AN1875
 AN1875.The horizontal coordinates were scaled from a topographic map and have
 AN1875.an estimated accuracy of +/- 6 seconds.
 AN1875
 AN1875.The orthometric height was determined by differential leveling
 AN1875.and adjusted by the National Geodetic Survey in June 1991..
 AN1875
 AN1875.This Tidal Bench Mark is designated as VM 882
 AN1875.by the Center for Operational Oceanographic Products and Services.
 AN1875
 AN1875.The geoid height was determined by GEOID03.
 AN1875
 AN1875.The dynamic height is computed by dividing the NAVD 88
 AN1875.geopotential number by the normal gravity value computed on the
 AN1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1875.degrees latitude (g = 980.6199 gals.).
 AN1875
 AN1875.The modeled gravity was interpolated from observed gravity values.
 AN1875
 AN1875;                    North         East    Units  Estimated Accuracy
 AN1875;SPC TXSC     - 4,022,810.      791,750.      MT  (+/- 180 meters Scaled)
 AN1875
 AN1875                          SUPERSEDED SURVEY CONTROL
 AN1875
 AN1875.No superseded survey control is available for this station.
 AN1875
 AN1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS916014(NAD 83)
 AN1875_MARKER: DJ = TIDAL STATION DISK
 AN1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1875_SP_SET: CONCRETE POST
 AN1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1875+STABILITY: SURFACE MOTION
 AN1875
 AN1875  HISTORY     - Date     Condition        Report By
 AN1875  HISTORY     - UNK      MONUMENTED       TXHD
 AN1875  HISTORY     - 1978     GOOD             NGS
 AN1875
 AN1875                          STATION DESCRIPTION
 AN1875
 AN1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1875'IN ROCKPORT.
 AN1875'LOCATED AT THE NORTHWEST CORNER OF THE ROCKPORT YACHT BASIN, IN THE
 AN1875'SOUTHWEST PORTION OF A SMALL CITY PLAYGROUND AND PICNIC AREA, 58
 AN1875'FEET NORTH OF A MANHOLE ON THE EAST SIDE OF HIGHWAY NO 35 AND 50
 AN1875'FEET EAST OF THE CENTERLINE OF HIGHWAY 35 BUSINESS, BENCH MARK IS
 AN1875'A STANDARD TEXAS HIGHWAY DEPARTMENT DISK. THE DISK HAS NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0233 ***********************************************************************
 AH0233  DESIGNATION -  877 5083 TIDAL 1
 AH0233  PID         -  AH0233
 AH0233  STATE/COUNTY-  TX/SAN PATRICIO
 AH0233  USGS QUAD   -  ARANSAS PASS (1975)
 AH0233
 AH0233                         *CURRENT SURVEY CONTROL
 AH0233  ___________________________________________________________________
 AH0233* NAD 83(1986)-  27 54 00.     (N)    097 08 22.     (W)     SCALED    
 AH0233* NAVD 88     -         5.028  (meters)      16.50   (feet)  ADJUSTED  
 AH0233  ___________________________________________________________________
 AH0233  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0233  DYNAMIC HT  -           5.021 (meters)      16.47  (feet)  COMP
 AH0233  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 AH0233
 AH0233  VERT ORDER  -  FIRST     CLASS I
 AH0233
 AH0233.The horizontal coordinates were scaled from a topographic map and have
 AH0233.an estimated accuracy of +/- 6 seconds.
 AH0233
 AH0233.The orthometric height was determined by differential leveling
 AH0233.and adjusted by the National Geodetic Survey in December 1997..
 AH0233.WARNING-Repeat measurements at this control monument indicate possible
 AH0233.vertical movement.
 AH0233
 AH0233.The geoid height was determined by GEOID03.
 AH0233
 AH0233.The dynamic height is computed by dividing the NAVD 88
 AH0233.geopotential number by the normal gravity value computed on the
 AH0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0233.degrees latitude (g = 980.6199 gals.).
 AH0233
 AH0233.The modeled gravity was interpolated from observed gravity values.
 AH0233
 AH0233;                    North         East    Units  Estimated Accuracy
 AH0233;SPC TX S     - 5,248,170.      433,950.      MT  (+/- 180 meters Scaled)
 AH0233
 AH0233                          SUPERSEDED SURVEY CONTROL
 AH0233
 AH0233  NAVD 88 (06/15/91)    5.073  (m)           16.64   (f) UNKNOWN     1 1
 AH0233  NGVD 29 (??/??/92)    5.205  (m)           17.08   (f) ADJ UNCH    1 1
 AH0233
 AH0233.Superseded values are not recommended for survey control.
 AH0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0233.See file dsdata.txt to determine how the superseded data were derived.
 AH0233
 AH0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR831875(NAD 83)
 AH0233_MARKER: DJ = TIDAL STATION DISK
 AH0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0233_STAMPING: NO 1 1934
 AH0233_MARK LOGO: CGS   
 AH0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0233+STABILITY: SURFACE MOTION
 AH0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0233+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0233
 AH0233  HISTORY     - Date     Condition        Report By
 AH0233  HISTORY     - 1934     MONUMENTED       CGS
 AH0233  HISTORY     - 1959     GOOD             NGS
 AH0233  HISTORY     - 1973     GOOD             NGS
 AH0233  HISTORY     - 1978     GOOD             NGS
 AH0233  HISTORY     - 19950610 GOOD             USPSQD
 AH0233  HISTORY     - 19970203 GOOD             NGS
 AH0233  HISTORY     - 20040315 MARK NOT FOUND   USPSQD
 AH0233
 AH0233                          STATION DESCRIPTION
 AH0233
 AH0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0233'IN ARANSAS PASS.
 AH0233'AT ARANSAS PASS, ABOUT 350 FEET NORTHEAST OF A STREET LEADING THROUGH
 AH0233'THE SEA WALL, 136 FEET SOUTHWEST OF THE CROSSING OF A SHELL STREET, 3
 AH0233'FEET NORTHEAST OF THE FIRST POWER POLE SOUTHWEST OF GARRETTS HILL TOP
 AH0233'GROCERY STORE, ON THE TOP OF THE SEA WALL, 1.0 FOOT WEST OF A METAL
 AH0233'WITNESS POST, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AH0233
 AH0233                          STATION RECOVERY (1973)
 AH0233
 AH0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AH0233'RECOVERED IN GOOD CONDITION.
 AH0233
 AH0233                          STATION RECOVERY (1978)
 AH0233
 AH0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0233'LOCATED AT GARRETTS HILL TOP GROCERY STORE AT THE JUNCTION OF EAST
 AH0233'WILSON AVENUE AND A SHELL ROAD LEADING NORTHEAST ALONG THE WATERFRONT.
 AH0233'200 FEET SOUTHWEST OF A BLUE METAL BUILDING, GARRETT OIL COMPANY IN
 AH0233'1978, 136 FEET SOUTHWEST OF THE CENTERLINE OF EAST WILSON AVENUE, 39
 AH0233'FEET SOUTHEAST OF THE SOUTHEAST END OF A RED WOODEN BUILDING,
 AH0233'GARRETTS HILL TOP GROCERY STORE IN 1978, 3 FEET NORTHEAST OF A
 AH0233'POWERLINE POLE AND LOCATED ON THE TOP OF A 12 FOOT HIGH DIRT SEAWALL.
 AH0233
 AH0233                          STATION RECOVERY (1995)
 AH0233
 AH0233'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0233'RECOVERED IN GOOD CONDITION.
 AH0233
 AH0233                          STATION RECOVERY (1997)
 AH0233
 AH0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0233'IN ARANSAS PASS, AT THE INTERSECTION OF WILSON AVENUE AND HUFF STREET,
 AH0233'41.7 M (136.8 FT) SOUTHWEST OF THE AVENUE CENTER, 13.7 M (44.9 FT)
 AH0233'SOUTHWEST OF THE SOUTH CORNER OF THE HILLTOP BAR, 11.0 M (36.1 FT)
 AH0233'NORTHWEST OF THE EXTENDED STREET CENTER, 2.8 M (9.2 FT) WEST OF THE
 AH0233'CENTER OF A DIKE, 0.6 M (2.0 FT) EAST OF A UTILITY POLE, AND THE
 AH0233'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AH0233
 AH0233                          STATION RECOVERY (2004)
 AH0233
 AH0233'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0235 ***********************************************************************
 AH0235  HT_MOD      -  This is a Height Modernization Survey Station.
 AH0235  DESIGNATION -  877 5083 TIDAL 3
 AH0235  PID         -  AH0235
 AH0235  STATE/COUNTY-  TX/SAN PATRICIO
 AH0235  USGS QUAD   -  ARANSAS PASS (1975)
 AH0235
 AH0235                         *CURRENT SURVEY CONTROL
 AH0235  ___________________________________________________________________
 AH0235* NAD 83(1993)-  27 54 01.35190(N)    097 08 31.88438(W)     ADJUSTED  
 AH0235* NAVD 88     -         0.73   (meters)       2.4    (feet)  GPS OBS   
 AH0235  ___________________________________________________________________
 AH0235  X           -    -701,341.716 (meters)                     COMP
 AH0235  Y           -  -5,597,102.169 (meters)                     COMP
 AH0235  Z           -   2,966,740.709 (meters)                     COMP
 AH0235  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AH0235  ELLIP HEIGHT-         -25.87  (meters)          (07/05/05) GPS OBS
 AH0235  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0235  DYNAMIC HT  -           0.73  (meters)       2.4   (feet)  COMP
 AH0235  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 AH0235
 AH0235  HORZ ORDER  -  A
 AH0235  VERT ORDER  -  FIRST     CLASS I (See Below)
 AH0235  ELLP ORDER  -  THIRD     CLASS II
 AH0235
 AH0235.The horizontal coordinates were established by GPS observations
 AH0235.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 AH0235
 AH0235.The orthometric height was determined by GPS observations and a
 AH0235.high-resolution geoid model using precise GPS observation and
 AH0235.processing techniques. It supersedes the leveled height previously
 AH0235.determined for this station.
 AH0235.WARNING-Repeat measurements at this control monument indicate possible
 AH0235.vertical movement.
 AH0235.The vertical order pertains to the first NAVD 88 superseded value.
 AH0235
 AH0235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH0235
 AH0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0235
 AH0235.The ellipsoidal height was determined by GPS observations
 AH0235.and is referenced to NAD 83.
 AH0235
 AH0235.The geoid height was determined by GEOID03.
 AH0235
 AH0235.The dynamic height is computed by dividing the NAVD 88
 AH0235.geopotential number by the normal gravity value computed on the
 AH0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0235.degrees latitude (g = 980.6199 gals.).
 AH0235
 AH0235.The modeled gravity was interpolated from observed gravity values.
 AH0235
 AH0235;                    North         East     Units Scale Factor Converg.
 AH0235;SPC TX S     - 5,248,205.847   433,679.128   MT  1.00001766   +0 36 59.2
 AH0235;SPC TX S     -17,218,488.68  1,422,828.94   sFT  1.00001766   +0 36 59.2
 AH0235;UTM  14      - 3,087,554.026   682,850.415   MT  1.00001269   +0 52 10.5
 AH0235
 AH0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0235!SPC TX S     -   1.00000406  x   1.00001766  =   1.00002172
 AH0235!UTM  14      -   1.00000406  x   1.00001269  =   1.00001675
 AH0235
 AH0235                          SUPERSEDED SURVEY CONTROL
 AH0235
 AH0235  NAVD 88 (12/02/97)    0.680  (m)            2.23   (f) ADJUSTED    1 1
 AH0235  NAVD 88 (06/15/91)    0.714  (m)            2.34   (f) UNKNOWN     1 1
 AH0235  NGVD 29 (??/??/92)    0.844  (m)            2.77   (f) ADJ UNCH    1 1
 AH0235
 AH0235.Superseded values are not recommended for survey control.
 AH0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0235.See file dsdata.txt to determine how the superseded data were derived.
 AH0235
 AH0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8285087554(NAD 83)
 AH0235_MARKER: DJ = TIDAL STATION DISK
 AH0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0235_STAMPING: NO 3 1934
 AH0235_MARK LOGO: CGS   
 AH0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0235+STABILITY: SURFACE MOTION
 AH0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0235+SATELLITE: SATELLITE OBSERVATIONS - 2005
 AH0235
 AH0235  HISTORY     - Date     Condition        Report By
 AH0235  HISTORY     - 1934     MONUMENTED       CGS
 AH0235  HISTORY     - 1959     GOOD             NGS
 AH0235  HISTORY     - 1973     GOOD             NGS
 AH0235  HISTORY     - 1978     GOOD             NGS
 AH0235  HISTORY     - 1989     GOOD             USPSQD
 AH0235  HISTORY     - 19950610 GOOD             USPSQD
 AH0235  HISTORY     - 19970203 GOOD             NGS
 AH0235  HISTORY     - 2005     GOOD             CCTI
 AH0235
 AH0235                          STATION DESCRIPTION
 AH0235
 AH0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0235'0.2 MI SE FROM ARANSAS PASS.
 AH0235'ABOUT 0.1 MILE SOUTH-SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS
 AH0235'RAILROAD FROM THE STATION AT ARANSAS PASS, THENCE ABOUT 0.1 MILE
 AH0235'EAST-SOUTHEAST ALONG EAST GOODNIGHT AVENUE, AT THE INTERSECTION OF
 AH0235'SOUTH PACIFIC STREET, 35 FEET WEST-NORTHWEST OF THE CENTER LINE OF
 AH0235'SOUTH PACIFIC STREET, 34 FEET NORTH-NORTHEAST OF THE CENTER LINE OF
 AH0235'GOODNIGHT AVENUE, 2 1/2 FEET NORTH OF A POWER POLE, 0.9 FOOT SOUTHWEST
 AH0235'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF
 AH0235'A CONCRETE POST ABOUT 4 INCHES BELOW THE GROUND.
 AH0235
 AH0235                          STATION RECOVERY (1973)
 AH0235
 AH0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AH0235'RECOVERED IN GOOD CONDITION.
 AH0235
 AH0235                          STATION RECOVERY (1978)
 AH0235
 AH0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0235'RECOVERED IN GOOD CONDITION.
 AH0235
 AH0235                          STATION RECOVERY (1989)
 AH0235
 AH0235'RECOVERY NOTE BY US POWER SQUADRON 1989 (CA)
 AH0235'RECOVERED IN GOOD CONDITION.
 AH0235
 AH0235                          STATION RECOVERY (1995)
 AH0235
 AH0235'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0235'RECOVERED IN GOOD CONDITION.
 AH0235
 AH0235                          STATION RECOVERY (1997)
 AH0235
 AH0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0235'IN ARANSAS PASS, AT THE INTERSECTION OF GOODNIGHT AVENUE AND SOUTH
 AH0235'PACIFIC STREET, 27.3 M (89.6 FT) NORTHEAST OF THE AVENUE CENTER, 11.3
 AH0235'M (37.1 FT) NORTHWEST OF AND LEVEL WITH THE STREET CENTER, 0.9 M (3.0
 AH0235'FT) NORTH OF A UTILITY POLE, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AH0235'POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 AH0235'SURFACE.
 AH0235
 AH0235                          STATION RECOVERY (2005)
 AH0235
 AH0235'RECOVERY NOTE BY C AND C TECHNOLOGIES INCORPORATED 2005
 AH0235'RECOVERY NOTE BY C AND C TECHNOLOGIES 2005 (JEW)RECOVERED AS
 AH0235'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8428 ***********************************************************************
 AC8428  DESIGNATION -  877 5237 TIDAL 2
 AC8428  PID         -  AC8428
 AC8428  STATE/COUNTY-  TX/NUECES
 AC8428  USGS QUAD   -  PORT ARANSAS (1975)
 AC8428
 AC8428                         *CURRENT SURVEY CONTROL
 AC8428  ___________________________________________________________________
 AC8428* NAD 83(1986)-  27 50 21.     (N)    097 04 21.     (W)     SCALED    
 AC8428* NAVD 88     -         2.046  (meters)       6.71   (feet)  ADJUSTED  
 AC8428  ___________________________________________________________________
 AC8428  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AC8428  DYNAMIC HT  -           2.043 (meters)       6.70  (feet)  COMP
 AC8428  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 AC8428
 AC8428  VERT ORDER  -  FIRST     CLASS II
 AC8428
 AC8428.The horizontal coordinates were scaled from a topographic map and have
 AC8428.an estimated accuracy of +/- 6 seconds.
 AC8428
 AC8428.The orthometric height was determined by differential leveling
 AC8428.and adjusted by the National Geodetic Survey in December 1997..
 AC8428
 AC8428.The geoid height was determined by GEOID03.
 AC8428
 AC8428.The dynamic height is computed by dividing the NAVD 88
 AC8428.geopotential number by the normal gravity value computed on the
 AC8428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8428.degrees latitude (g = 980.6199 gals.).
 AC8428
 AC8428.The modeled gravity was interpolated from observed gravity values.
 AC8428
 AC8428;                    North         East    Units  Estimated Accuracy
 AC8428;SPC TX S     - 5,241,500.      440,620.      MT  (+/- 180 meters Scaled)
 AC8428
 AC8428                          SUPERSEDED SURVEY CONTROL
 AC8428
 AC8428.No superseded survey control is available for this station.
 AC8428
 AC8428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR898808(NAD 83)
 AC8428_MARKER: DB = BENCH MARK DISK
 AC8428_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8428_SP_SET: SEAWALL
 AC8428_STAMPING: BM 2 ELEV 5.99 1972
 AC8428_MARK LOGO: USGS  
 AC8428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8428+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8428
 AC8428  HISTORY     - Date     Condition        Report By
 AC8428  HISTORY     - 1972     MONUMENTED       USGS
 AC8428  HISTORY     - 19970204 GOOD             NGS
 AC8428
 AC8428                          STATION DESCRIPTION
 AC8428
 AC8428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8428'0.2 KM (0.10 MI) SOUTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AC8428'IN PORT ARANSAS, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY ALONG STATE
 AC8428'HIGHWAY 361, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG POTER STREET,
 AC8428'THENCE 0.05 KM (0.05 MI) NORTHERLY ALONG A ROAD LEADING TO THE MARINE
 AC8428'SCIENCE INSTITUTE OF FISHERIES AND MARICULTURE, THENCE 0.1 KM (0.05
 AC8428'MI) WESTERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY
 AC8428'ALONG A PAVED ROAD, IN A CONCRETE SEAWALL, 8.2 M (26.9 FT) EAST OF THE
 AC8428'EXTENDED ROAD CENTER, 2.9 M (9.5 FT) WEST OF THE CENTER OF A PIER
 AC8428'WALKWAY, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8430 ***********************************************************************
 AC8430  DESIGNATION -  877 5237 TIDAL 3
 AC8430  PID         -  AC8430
 AC8430  STATE/COUNTY-  TX/NUECES
 AC8430  USGS QUAD   -  PORT ARANSAS (1975)
 AC8430
 AC8430                         *CURRENT SURVEY CONTROL
 AC8430  ___________________________________________________________________
 AC8430* NAD 83(1986)-  27 50 18.     (N)    097 04 21.     (W)     SCALED    
 AC8430* NAVD 88     -         3.987  (meters)      13.08   (feet)  ADJUSTED  
 AC8430  ___________________________________________________________________
 AC8430  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AC8430  DYNAMIC HT  -           3.981 (meters)      13.06  (feet)  COMP
 AC8430  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AC8430
 AC8430  VERT ORDER  -  FIRST     CLASS II
 AC8430
 AC8430.The horizontal coordinates were scaled from a topographic map and have
 AC8430.an estimated accuracy of +/- 6 seconds.
 AC8430
 AC8430.The orthometric height was determined by differential leveling
 AC8430.and adjusted by the National Geodetic Survey in December 1997..
 AC8430
 AC8430.The geoid height was determined by GEOID03.
 AC8430
 AC8430.The dynamic height is computed by dividing the NAVD 88
 AC8430.geopotential number by the normal gravity value computed on the
 AC8430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8430.degrees latitude (g = 980.6199 gals.).
 AC8430
 AC8430.The modeled gravity was interpolated from observed gravity values.
 AC8430
 AC8430;                    North         East    Units  Estimated Accuracy
 AC8430;SPC TX S     - 5,241,410.      440,620.      MT  (+/- 180 meters Scaled)
 AC8430
 AC8430                          SUPERSEDED SURVEY CONTROL
 AC8430
 AC8430.No superseded survey control is available for this station.
 AC8430
 AC8430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR898807(NAD 83)
 AC8430_MARKER: DB = BENCH MARK DISK
 AC8430_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC8430_SP_SET: RETAINING WALL
 AC8430_STAMPING: BM 3 ELEV 12.6
 AC8430_MARK LOGO: USGS  
 AC8430_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8430+STABILITY: SURFACE MOTION
 AC8430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8430+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8430
 AC8430  HISTORY     - Date     Condition        Report By
 AC8430  HISTORY     - UNK      MONUMENTED       USGS
 AC8430  HISTORY     - 19970204 GOOD             NGS
 AC8430
 AC8430                          STATION DESCRIPTION
 AC8430
 AC8430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8430'0.2 KM (0.10 MI) SOUTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AC8430'IN PORT ARANSAS, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY ALONG STATE
 AC8430'HIGHWAY 361, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG POTER STREET,
 AC8430'THENCE 0.05 KM (0.05 MI) NORTHERLY ALONG A ROAD LEADING TO THE MARINE
 AC8430'SCIENCE INSTITUTE OF FISHERIES AND MARICULTURE, THENCE 0.1 KM (0.05
 AC8430'MI) WESTERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY
 AC8430'ALONG A PAVED ROAD, IN TOP OF AND 2.6 M (8.5 FT) SOUTH OF THE NORTH
 AC8430'END OF THE NORTH CONCRETE RETAINING WALL OF A LOADING DOCK AT THE
 AC8430'NORTHWEST CORNER OF THE ADMINISTRATION BUILDING, 11.1 M (36.4 FT) EAST
 AC8430'OF THE ROAD CENTER, 7.4 M (24.3 FT) NORTH OF THE NORTHWEST CORNER OF
 AC8430'THE BUILDING, AND 1.6 M (5.2 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8435 ***********************************************************************
 AC8435  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8435  DESIGNATION -  877 5238 A TIDAL
 AC8435  PID         -  AC8435
 AC8435  STATE/COUNTY-  TX/NUECES
 AC8435  USGS QUAD   -  PORT ARANSAS (1975)
 AC8435
 AC8435                         *CURRENT SURVEY CONTROL
 AC8435  ___________________________________________________________________
 AC8435* NAD 83(1986)-  27 50 30.     (N)    097 03 30.     (W)     SCALED    
 AC8435* NAVD 88     -         1.389  (meters)       4.56   (feet)  ADJUSTED  
 AC8435  ___________________________________________________________________
 AC8435  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AC8435  DYNAMIC HT  -           1.387 (meters)       4.55  (feet)  COMP
 AC8435  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AC8435
 AC8435  VERT ORDER  -  FIRST     CLASS II
 AC8435
 AC8435.The horizontal coordinates were scaled from a topographic map and have
 AC8435.an estimated accuracy of +/- 6 seconds.
 AC8435
 AC8435.The orthometric height was determined by differential leveling
 AC8435.and adjusted by the National Geodetic Survey in December 1997..
 AC8435
 AC8435.This Tidal Bench Mark is designated as VM 15586
 AC8435.by the Center for Operational Oceanographic Products and Services.
 AC8435
 AC8435.The geoid height was determined by GEOID03.
 AC8435
 AC8435.The dynamic height is computed by dividing the NAVD 88
 AC8435.geopotential number by the normal gravity value computed on the
 AC8435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8435.degrees latitude (g = 980.6199 gals.).
 AC8435
 AC8435.The modeled gravity was interpolated from observed gravity values.
 AC8435
 AC8435;                    North         East    Units  Estimated Accuracy
 AC8435;SPC TX S     - 5,241,790.      442,010.      MT  (+/- 180 meters Scaled)
 AC8435
 AC8435                          SUPERSEDED SURVEY CONTROL
 AC8435
 AC8435.No superseded survey control is available for this station.
 AC8435
 AC8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR912811(NAD 83)
 AC8435_MARKER: DB = BENCH MARK DISK
 AC8435_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8435_SP_SET: SEAWALL
 AC8435_STAMPING: 5238-A 1989
 AC8435_MARK LOGO: NOS   
 AC8435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8435+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8435
 AC8435  HISTORY     - Date     Condition        Report By
 AC8435  HISTORY     - 1989     MONUMENTED       NOS
 AC8435  HISTORY     - 19970204 GOOD             NGS
 AC8435
 AC8435                          STATION DESCRIPTION
 AC8435
 AC8435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8435'1.1 KM (0.70 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AC8435'IN PORT ARANSAS, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG COTTER AVENUE,
 AC8435'THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG STATION STREET, IN A CONCRETE
 AC8435'SEAWALL, 5.6 M (18.4 FT) WEST OF THE NORTHWEST CORNER OF A REST ROOM,
 AC8435'0.4 M (1.3 FT) WEST OF THE WEST EDGE OF THE ANCEL BRUNDRETT FISHING
 AC8435'PIER, AND 0.3 M (1.0 FT) SOUTH OF THE NORTH EDGE OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8434 ***********************************************************************
 AC8434  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8434  DESIGNATION -  877 5238 B TIDAL
 AC8434  PID         -  AC8434
 AC8434  STATE/COUNTY-  TX/NUECES
 AC8434  USGS QUAD   -  PORT ARANSAS (1975)
 AC8434
 AC8434                         *CURRENT SURVEY CONTROL
 AC8434  ___________________________________________________________________
 AC8434* NAD 83(1986)-  27 50 23.     (N)    097 03 31.     (W)     SCALED    
 AC8434* NAVD 88     -         1.267  (meters)       4.16   (feet)  ADJUSTED  
 AC8434  ___________________________________________________________________
 AC8434  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AC8434  DYNAMIC HT  -           1.265 (meters)       4.15  (feet)  COMP
 AC8434  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 AC8434
 AC8434  VERT ORDER  -  FIRST     CLASS II
 AC8434
 AC8434.The horizontal coordinates were scaled from a topographic map and have
 AC8434.an estimated accuracy of +/- 6 seconds.
 AC8434
 AC8434.The orthometric height was determined by differential leveling
 AC8434.and adjusted by the National Geodetic Survey in December 1997..
 AC8434
 AC8434.This Tidal Bench Mark is designated as VM 15587
 AC8434.by the Center for Operational Oceanographic Products and Services.
 AC8434
 AC8434.The geoid height was determined by GEOID03.
 AC8434
 AC8434.The dynamic height is computed by dividing the NAVD 88
 AC8434.geopotential number by the normal gravity value computed on the
 AC8434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8434.degrees latitude (g = 980.6199 gals.).
 AC8434
 AC8434.The modeled gravity was interpolated from observed gravity values.
 AC8434
 AC8434;                    North         East    Units  Estimated Accuracy
 AC8434;SPC TX S     - 5,241,580.      441,980.      MT  (+/- 180 meters Scaled)
 AC8434
 AC8434                          SUPERSEDED SURVEY CONTROL
 AC8434
 AC8434.No superseded survey control is available for this station.
 AC8434
 AC8434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR911809(NAD 83)
 AC8434_MARKER: DB = BENCH MARK DISK
 AC8434_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC8434+WITH SETTING: PAVEMENT
 AC8434_SP_SET: PAD
 AC8434_STAMPING: 5238-B 1989
 AC8434_MARK LOGO: NOS   
 AC8434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8434+STABILITY: SURFACE MOTION
 AC8434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8434+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8434
 AC8434  HISTORY     - Date     Condition        Report By
 AC8434  HISTORY     - 1989     MONUMENTED       NOS
 AC8434  HISTORY     - 19970204 GOOD             NGS
 AC8434
 AC8434                          STATION DESCRIPTION
 AC8434
 AC8434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8434'1.1 KM (0.70 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AC8434'IN PORT ARANSAS, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG COTTER AVENUE,
 AC8434'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG STATION STREET, THENCE 0.05 KM
 AC8434'(0.05 MI) WESTERLY ALONG A ROAD LEADING TO THE COAST GUARD STATION,
 AC8434'NEAR THE NORTHEAST CORNER OF A CONCRETE PAD SUPPORTING A FUEL TANK,
 AC8434'15.8 M (51.8 FT) SOUTH OF A CHAIN-LINK FENCE, 14.1 M (46.3 FT) WEST OF
 AC8434'A CHAIN-LINK FENCE, AND 4.7 M (15.4 FT) EAST OF A SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8436 ***********************************************************************
 AC8436  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8436  DESIGNATION -  877 5238 C TIDAL
 AC8436  PID         -  AC8436
 AC8436  STATE/COUNTY-  TX/NUECES
 AC8436  USGS QUAD   -  PORT ARANSAS (1975)
 AC8436
 AC8436                         *CURRENT SURVEY CONTROL
 AC8436  ___________________________________________________________________
 AC8436* NAD 83(1986)-  27 50 20.     (N)    097 03 30.     (W)     SCALED    
 AC8436* NAVD 88     -         1.562  (meters)       5.12   (feet)  ADJUSTED  
 AC8436  ___________________________________________________________________
 AC8436  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AC8436  DYNAMIC HT  -           1.559 (meters)       5.11  (feet)  COMP
 AC8436  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 AC8436
 AC8436  VERT ORDER  -  FIRST     CLASS II
 AC8436
 AC8436.The horizontal coordinates were scaled from a topographic map and have
 AC8436.an estimated accuracy of +/- 6 seconds.
 AC8436
 AC8436.The orthometric height was determined by differential leveling
 AC8436.and adjusted by the National Geodetic Survey in December 1997..
 AC8436
 AC8436.This Tidal Bench Mark is designated as VM 15588
 AC8436.by the Center for Operational Oceanographic Products and Services.
 AC8436
 AC8436.The geoid height was determined by GEOID03.
 AC8436
 AC8436.The dynamic height is computed by dividing the NAVD 88
 AC8436.geopotential number by the normal gravity value computed on the
 AC8436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8436.degrees latitude (g = 980.6199 gals.).
 AC8436
 AC8436.The modeled gravity was interpolated from observed gravity values.
 AC8436
 AC8436;                    North         East    Units  Estimated Accuracy
 AC8436;SPC TX S     - 5,241,480.      442,010.      MT  (+/- 180 meters Scaled)
 AC8436
 AC8436                          SUPERSEDED SURVEY CONTROL
 AC8436
 AC8436.No superseded survey control is available for this station.
 AC8436
 AC8436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR912808(NAD 83)
 AC8436_MARKER: DB = BENCH MARK DISK
 AC8436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC8436_SP_SET: STORM DRAIN
 AC8436_STAMPING: 5238-C 1989
 AC8436_MARK LOGO: NOS   
 AC8436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8436+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8436
 AC8436  HISTORY     - Date     Condition        Report By
 AC8436  HISTORY     - 1989     MONUMENTED       NOS
 AC8436  HISTORY     - 19970204 GOOD             NGS
 AC8436
 AC8436                          STATION DESCRIPTION
 AC8436
 AC8436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8436'IN PORT ARANSAS, AT THE INTERSECTION OF STATION AND CHANNEL VIEW
 AC8436'STREETS, IN TOP OF AN 0.4 M (1.3 FT) SOUTHWEST OF THE NORTHEAST CORNER
 AC8436'OF A CONCRETE STORM DRAIN, 9.1 M (29.9 FT) EAST OF THE CENTER OF
 AC8436'STATION STREET, AND 8.2 M (26.9 FT) SOUTH OF THE CENTER OF CHANNEL
 AC8436'VIEW STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8437 ***********************************************************************
 AC8437  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8437  DESIGNATION -  877 5238 D TIDAL
 AC8437  PID         -  AC8437
 AC8437  STATE/COUNTY-  TX/NUECES
 AC8437  USGS QUAD   -  PORT ARANSAS (1975)
 AC8437
 AC8437                         *CURRENT SURVEY CONTROL
 AC8437  ___________________________________________________________________
 AC8437* NAD 83(1986)-  27 50 18.     (N)    097 03 31.     (W)     SCALED    
 AC8437* NAVD 88     -         1.571  (meters)       5.15   (feet)  ADJUSTED  
 AC8437  ___________________________________________________________________
 AC8437  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AC8437  DYNAMIC HT  -           1.569 (meters)       5.15  (feet)  COMP
 AC8437  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 AC8437
 AC8437  VERT ORDER  -  FIRST     CLASS II
 AC8437
 AC8437.The horizontal coordinates were scaled from a topographic map and have
 AC8437.an estimated accuracy of +/- 6 seconds.
 AC8437
 AC8437.The orthometric height was determined by differential leveling
 AC8437.and adjusted by the National Geodetic Survey in December 1997..
 AC8437
 AC8437.This Tidal Bench Mark is designated as VM 15589
 AC8437.by the Center for Operational Oceanographic Products and Services.
 AC8437
 AC8437.The geoid height was determined by GEOID03.
 AC8437
 AC8437.The dynamic height is computed by dividing the NAVD 88
 AC8437.geopotential number by the normal gravity value computed on the
 AC8437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8437.degrees latitude (g = 980.6199 gals.).
 AC8437
 AC8437.The modeled gravity was interpolated from observed gravity values.
 AC8437
 AC8437;                    North         East    Units  Estimated Accuracy
 AC8437;SPC TX S     - 5,241,420.      441,990.      MT  (+/- 180 meters Scaled)
 AC8437
 AC8437                          SUPERSEDED SURVEY CONTROL
 AC8437
 AC8437.No superseded survey control is available for this station.
 AC8437
 AC8437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR911808(NAD 83)
 AC8437_MARKER: DB = BENCH MARK DISK
 AC8437_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC8437_SP_SET: SIDEWALK
 AC8437_STAMPING: 5238-D 1989
 AC8437_MARK LOGO: NOS   
 AC8437_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8437+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8437
 AC8437  HISTORY     - Date     Condition        Report By
 AC8437  HISTORY     - 1989     MONUMENTED       NOS
 AC8437  HISTORY     - 19970204 GOOD             NGS
 AC8437
 AC8437                          STATION DESCRIPTION
 AC8437
 AC8437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8437'IN PORT ARANSAS, AT THE INTERSECTION OF STATION AND TARRANT STREETS,
 AC8437'IN TOP OF AN 0.2 M (0.7 FT) SOUTHEAST OF THE NORTHWEST CORNER OF A
 AC8437'CONCRETE SIDEWALK LEADING TO A HOUSE AT 300 TARRANT STREET, 9.8 M
 AC8437'(32.2 FT) SOUTH OF THE CENTER OF TARRANT STREET, 8.5 M (27.9 FT) EAST
 AC8437'OF THE CENTER OF STATION STREET, 2.6 M (8.5 FT) EAST OF A UTILITY
 AC8437'POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0187 ***********************************************************************
 AH0187  TIDAL BM    -  This is a Tidal Bench Mark.
 AH0187  DESIGNATION -  877 5270 TIDAL 11
 AH0187  PID         -  AH0187
 AH0187  STATE/COUNTY-  TX/NUECES
 AH0187  USGS QUAD   -  PORT ARANSAS (1975)
 AH0187
 AH0187                         *CURRENT SURVEY CONTROL
 AH0187  ___________________________________________________________________
 AH0187* NAD 83(1986)-  27 49 48.     (N)    097 03 19.     (W)     SCALED    
 AH0187* NAVD 88     -         2.987  (meters)       9.80   (feet)  ADJUSTED  
 AH0187  ___________________________________________________________________
 AH0187  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH0187  DYNAMIC HT  -           2.982 (meters)       9.78  (feet)  COMP
 AH0187  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AH0187
 AH0187  VERT ORDER  -  FIRST     CLASS I
 AH0187
 AH0187.The horizontal coordinates were scaled from a topographic map and have
 AH0187.an estimated accuracy of +/- 6 seconds.
 AH0187
 AH0187.The orthometric height was determined by differential leveling
 AH0187.and adjusted by the National Geodetic Survey in June 1991..
 AH0187
 AH0187.This Tidal Bench Mark is designated as VM 11194
 AH0187.by the Center for Operational Oceanographic Products and Services.
 AH0187
 AH0187.The geoid height was determined by GEOID03.
 AH0187
 AH0187.The dynamic height is computed by dividing the NAVD 88
 AH0187.geopotential number by the normal gravity value computed on the
 AH0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0187.degrees latitude (g = 980.6199 gals.).
 AH0187
 AH0187.The modeled gravity was interpolated from observed gravity values.
 AH0187
 AH0187;                    North         East    Units  Estimated Accuracy
 AH0187;SPC TX S     - 5,240,500.      442,330.      MT  (+/- 180 meters Scaled)
 AH0187
 AH0187                          SUPERSEDED SURVEY CONTROL
 AH0187
 AH0187.No superseded survey control is available for this station.
 AH0187
 AH0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR915798(NAD 83)
 AH0187_MARKER: DJ = TIDAL STATION DISK
 AH0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0187_SP_SET: CONCRETE POST
 AH0187_STAMPING: NO 11 1960
 AH0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0187+STABILITY: SURFACE MOTION
 AH0187
 AH0187  HISTORY     - Date     Condition        Report By
 AH0187  HISTORY     - 1960     MONUMENTED       CGS
 AH0187  HISTORY     - 1978     GOOD             NGS
 AH0187  HISTORY     - 1989     GOOD             USPSQD
 AH0187  HISTORY     - 1989     GOOD             USPSQD
 AH0187  HISTORY     - 1989     GOOD             USPSQD
 AH0187  HISTORY     - 1989     GOOD             USPSQD
 AH0187  HISTORY     - 1990     GOOD             USPSQD
 AH0187  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0187  HISTORY     - 19970725 GOOD             USPSQD
 AH0187
 AH0187                          STATION DESCRIPTION
 AH0187
 AH0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0187'0.5 MI SE FROM PORT ARANSAS HOLIDAY BEACH.
 AH0187'0.5 MILES SOUTHEAST ALONG NORTH BEACH STREET FROM THE JUNCTION WITH
 AH0187'NORTH STATION STREET AT PORT ARANSAS, 48 FEET NORTHWEST OF THE
 AH0187'CENTERLINE OF A PAVED ROAD LEADING SOUTHWEST AND 46 FEET SOUTH OF
 AH0187'THE CENTERLINE OF NORTH BEACH STREET.
 AH0187
 AH0187                          STATION RECOVERY (1989)
 AH0187
 AH0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0187'RECOVERED IN GOOD CONDITION.
 AH0187
 AH0187                          STATION RECOVERY (1989)
 AH0187
 AH0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0187'RECOVERED IN GOOD CONDITION.
 AH0187
 AH0187                          STATION RECOVERY (1989)
 AH0187
 AH0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AH0187'RECOVERED IN GOOD CONDITION.
 AH0187
 AH0187                          STATION RECOVERY (1989)
 AH0187
 AH0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0187'RECOVERED IN GOOD CONDITION.
 AH0187
 AH0187                          STATION RECOVERY (1990)
 AH0187
 AH0187'RECOVERY NOTE BY US POWER SQUADRON 1990 (VLH)
 AH0187'RECOVERED IN GOOD CONDITION.
 AH0187
 AH0187                          STATION RECOVERY (1997)
 AH0187
 AH0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0187'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0187'DESTROYED.
 AH0187
 AH0187                          STATION RECOVERY (1997)
 AH0187
 AH0187'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0186 ***********************************************************************
 AH0186  TIDAL BM    -  This is a Tidal Bench Mark.
 AH0186  DESIGNATION -  877 5270 TIDAL 12
 AH0186  PID         -  AH0186
 AH0186  STATE/COUNTY-  TX/NUECES
 AH0186  USGS QUAD   -  PORT ARANSAS (1975)
 AH0186
 AH0186                         *CURRENT SURVEY CONTROL
 AH0186  ___________________________________________________________________
 AH0186* NAD 83(1986)-  27 49 58.     (N)    097 03 21.     (W)     SCALED    
 AH0186* NAVD 88     -         2.256  (meters)       7.40   (feet)  ADJUSTED  
 AH0186  ___________________________________________________________________
 AH0186  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH0186  DYNAMIC HT  -           2.253 (meters)       7.39  (feet)  COMP
 AH0186  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AH0186
 AH0186  VERT ORDER  -  FIRST     CLASS I
 AH0186
 AH0186.The horizontal coordinates were scaled from a topographic map and have
 AH0186.an estimated accuracy of +/- 6 seconds.
 AH0186
 AH0186.The orthometric height was determined by differential leveling
 AH0186.and adjusted by the National Geodetic Survey in December 1997..
 AH0186
 AH0186.This Tidal Bench Mark is designated as VM 11195
 AH0186.by the Center for Operational Oceanographic Products and Services.
 AH0186
 AH0186.The geoid height was determined by GEOID03.
 AH0186
 AH0186.The dynamic height is computed by dividing the NAVD 88
 AH0186.geopotential number by the normal gravity value computed on the
 AH0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0186.degrees latitude (g = 980.6199 gals.).
 AH0186
 AH0186.The modeled gravity was interpolated from observed gravity values.
 AH0186
 AH0186;                    North         East    Units  Estimated Accuracy
 AH0186;SPC TX S     - 5,240,810.      442,270.      MT  (+/- 180 meters Scaled)
 AH0186
 AH0186                          SUPERSEDED SURVEY CONTROL
 AH0186
 AH0186  NAVD 88 (06/15/91)    2.260  (m)            7.41   (f) UNKNOWN     1 1
 AH0186
 AH0186.Superseded values are not recommended for survey control.
 AH0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0186.See file dsdata.txt to determine how the superseded data were derived.
 AH0186
 AH0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR914801(NAD 83)
 AH0186_MARKER: DB = BENCH MARK DISK
 AH0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0186_SP_SET: CONCRETE POST
 AH0186_STAMPING: NO 12 1960
 AH0186_MARK LOGO: CGS   
 AH0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0186+STABILITY: SURFACE MOTION
 AH0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0186+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH0186
 AH0186  HISTORY     - Date     Condition        Report By
 AH0186  HISTORY     - 1960     MONUMENTED       CGS
 AH0186  HISTORY     - 1978     GOOD             NGS
 AH0186  HISTORY     - 1989     GOOD             USPSQD
 AH0186  HISTORY     - 1989     GOOD             USPSQD
 AH0186  HISTORY     - 1989     GOOD             USPSQD
 AH0186  HISTORY     - 1989     GOOD             USPSQD
 AH0186  HISTORY     - 1990     GOOD             USPSQD
 AH0186  HISTORY     - 19910627 GOOD             USPSQD
 AH0186  HISTORY     - 19970204 GOOD             NGS
 AH0186  HISTORY     - 19970725 GOOD             USPSQD
 AH0186
 AH0186                          STATION DESCRIPTION
 AH0186
 AH0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0186'0.3 MI SE FROM PORT ARANSAS HOLIDAY BEACH.
 AH0186'0.3 MILE SOUTHEAST ALONG NORTH BEACH STREET FROM JUNCTION WITH NORTH
 AH0186'STATION STREET AT PORT ARANSAS, AT A HOUSING COMPLEX FOR THE
 AH0186'UNIVERSITY OF TEXAS MARINE SCIENCE INSTITUTE, 100 FEET NORTH OF A
 AH0186'CONCRETE BUILDING ON STILTS, 46 FEET SOUTH OF THE CENTERLINE OF
 AH0186'NORTH BEACH STREET AND 2 FEET EAST OF A POWERLINE POLE, NO. B 4578.
 AH0186
 AH0186                          STATION RECOVERY (1989)
 AH0186
 AH0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0186'RECOVERED IN GOOD CONDITION.
 AH0186
 AH0186                          STATION RECOVERY (1989)
 AH0186
 AH0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0186'RECOVERED IN GOOD CONDITION.
 AH0186
 AH0186                          STATION RECOVERY (1989)
 AH0186
 AH0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AH0186'RECOVERED IN GOOD CONDITION.
 AH0186
 AH0186                          STATION RECOVERY (1989)
 AH0186
 AH0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0186'RECOVERED IN GOOD CONDITION.
 AH0186
 AH0186                          STATION RECOVERY (1990)
 AH0186
 AH0186'RECOVERY NOTE BY US POWER SQUADRON 1990 (VLH)
 AH0186'RECOVERED IN GOOD CONDITION.
 AH0186
 AH0186                          STATION RECOVERY (1991)
 AH0186
 AH0186'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0186'RECOVERED IN GOOD CONDITION.
 AH0186
 AH0186                          STATION RECOVERY (1997)
 AH0186
 AH0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0186'0.6 KM (0.35 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AH0186'IN PORT ARANSAS, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG BEACH STREET,
 AH0186'42.7 M (140.1 FT) NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE, 16.6 M
 AH0186'(54.5 FT) WEST OF THE CENTER OF A DRIVEWAY, 14.2 M (46.6 FT) SOUTH OF
 AH0186'THE STREET CENTER, 0.8 M (2.6 FT) EAST OF UTILITY LIGHT POLE NUMBER B
 AH0186'4578 WITH 2 GUY CABLES, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE STREET,
 AH0186'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH0186
 AH0186                          STATION RECOVERY (1997)
 AH0186
 AH0186'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0183 ***********************************************************************
 AH0183  TIDAL BM    -  This is a Tidal Bench Mark.
 AH0183  DESIGNATION -  877 5270 TIDAL 13
 AH0183  PID         -  AH0183
 AH0183  STATE/COUNTY-  TX/NUECES
 AH0183  USGS QUAD   -  PORT ARANSAS (1975)
 AH0183
 AH0183                         *CURRENT SURVEY CONTROL
 AH0183  ___________________________________________________________________
 AH0183* NAD 83(1986)-  27 50 02.     (N)    097 03 29.     (W)     SCALED    
 AH0183* NAVD 88     -         1.917  (meters)       6.29   (feet)  ADJUSTED  
 AH0183  ___________________________________________________________________
 AH0183  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH0183  DYNAMIC HT  -           1.914 (meters)       6.28  (feet)  COMP
 AH0183  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 AH0183
 AH0183  VERT ORDER  -  FIRST     CLASS I
 AH0183
 AH0183.The horizontal coordinates were scaled from a topographic map and have
 AH0183.an estimated accuracy of +/- 6 seconds.
 AH0183
 AH0183.The orthometric height was determined by differential leveling
 AH0183.and adjusted by the National Geodetic Survey in June 1991..
 AH0183
 AH0183.This Tidal Bench Mark is designated as VM 11196
 AH0183.by the Center for Operational Oceanographic Products and Services.
 AH0183
 AH0183.The geoid height was determined by GEOID03.
 AH0183
 AH0183.The dynamic height is computed by dividing the NAVD 88
 AH0183.geopotential number by the normal gravity value computed on the
 AH0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0183.degrees latitude (g = 980.6199 gals.).
 AH0183
 AH0183.The modeled gravity was interpolated from observed gravity values.
 AH0183
 AH0183;                    North         East    Units  Estimated Accuracy
 AH0183;SPC TX S     - 5,240,930.      442,050.      MT  (+/- 180 meters Scaled)
 AH0183
 AH0183                          SUPERSEDED SURVEY CONTROL
 AH0183
 AH0183.No superseded survey control is available for this station.
 AH0183
 AH0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR912803(NAD 83)
 AH0183_MARKER: DB = BENCH MARK DISK
 AH0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0183_SP_SET: CONCRETE POST
 AH0183_STAMPING: NO 13 1960
 AH0183_MARK LOGO: CGS   
 AH0183_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0183+STABILITY: SURFACE MOTION
 AH0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0183+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH0183
 AH0183  HISTORY     - Date     Condition        Report By
 AH0183  HISTORY     - 1960     MONUMENTED       CGS
 AH0183  HISTORY     - 1978     GOOD             NGS
 AH0183  HISTORY     - 1989     GOOD             USPSQD
 AH0183  HISTORY     - 1989     GOOD             USPSQD
 AH0183  HISTORY     - 1989     GOOD             USPSQD
 AH0183  HISTORY     - 1989     GOOD             USPSQD
 AH0183  HISTORY     - 1990     GOOD             USPSQD
 AH0183  HISTORY     - 19910627 GOOD             USPSQD
 AH0183  HISTORY     - 19960401 GOOD             NGS
 AH0183  HISTORY     - 19970204 GOOD             NGS
 AH0183  HISTORY     - 19970725 GOOD             USPSQD
 AH0183
 AH0183                          STATION DESCRIPTION
 AH0183
 AH0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0183'0.1 MI SE FROM PORT ARANSAS HOLIDAY BEACH.
 AH0183'0.1 MILE SOUTHEAST ALONG NORTH BEACH STREET FROM JUNCTION WITH
 AH0183'NORTH STATION STREET AT PORT ARANSAS. 100 FEET WEST OF A 6 FOOT
 AH0183'HIGH CONCRETE ENTRANCE FENCE, 25 FEET SOUTH OF THE CENTERLINE OF
 AH0183'BEACH STREET, WHICH LEADS SOUTHWEST TO THE HORACE CALDWELL PIER,
 AH0183'AND 4 FEET SOUTH OF A POWERLINE POLE.
 AH0183
 AH0183                          STATION RECOVERY (1989)
 AH0183
 AH0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0183'RECOVERED IN GOOD CONDITION.
 AH0183
 AH0183                          STATION RECOVERY (1989)
 AH0183
 AH0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AH0183'RECOVERED IN GOOD CONDITION.
 AH0183
 AH0183                          STATION RECOVERY (1989)
 AH0183
 AH0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0183'RECOVERED IN GOOD CONDITION.
 AH0183
 AH0183                          STATION RECOVERY (1989)
 AH0183
 AH0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0183'RECOVERED IN GOOD CONDITION.
 AH0183
 AH0183                          STATION RECOVERY (1990)
 AH0183
 AH0183'RECOVERY NOTE BY US POWER SQUADRON 1990 (VLH)
 AH0183'RECOVERED IN GOOD CONDITION.
 AH0183
 AH0183                          STATION RECOVERY (1991)
 AH0183
 AH0183'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0183'RECOVERED IN GOOD CONDITION.
 AH0183
 AH0183                          STATION RECOVERY (1996)
 AH0183
 AH0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RJH)
 AH0183'RECOVERED IN GOOD CONDITION.
 AH0183
 AH0183                          STATION RECOVERY (1997)
 AH0183
 AH0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0183'0.6 KM (0.35 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AH0183'IN PORT ARANSAS, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG BEACH STREET,
 AH0183'7.9 M (25.9 FT) SOUTH OF THE STREET CENTER, 6.2 M (20.3 FT) NORTH OF A
 AH0183'CHAIN-LINK FENCE, 3.1 M (10.2 FT) WEST OF A FIRE HYDRANT, 1.0 M (3.3
 AH0183'FT) EAST OF A CONCRETE PILLAR, 0.9 M (3.0 FT) SOUTH OF A UTILITY POLE,
 AH0183'0.3 M (1.0 FT) BELOW THE LEVEL OF THE STREET, AND THE MONUMENT IS
 AH0183'FLUSH WITH THE GROUND SURFACE.
 AH0183
 AH0183                          STATION RECOVERY (1997)
 AH0183
 AH0183'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0191 ***********************************************************************
 AH0191  TIDAL BM    -  This is a Tidal Bench Mark.
 AH0191  DESIGNATION -  877 5270 TIDAL 15
 AH0191  PID         -  AH0191
 AH0191  STATE/COUNTY-  TX/NUECES
 AH0191  USGS QUAD   -  PORT ARANSAS (1975)
 AH0191
 AH0191                         *CURRENT SURVEY CONTROL
 AH0191  ___________________________________________________________________
 AH0191* NAD 83(1986)-  27 49 40.     (N)    097 03 14.     (W)     SCALED    
 AH0191* NAVD 88     -         2.248  (meters)       7.38   (feet)  ADJUSTED  
 AH0191  ___________________________________________________________________
 AH0191  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AH0191  DYNAMIC HT  -           2.245 (meters)       7.37  (feet)  COMP
 AH0191  MODELED GRAV-     979,147.4   (mgal)                       NAVD 88
 AH0191
 AH0191  VERT ORDER  -  FIRST     CLASS I
 AH0191
 AH0191.The horizontal coordinates were scaled from a topographic map and have
 AH0191.an estimated accuracy of +/- 6 seconds.
 AH0191
 AH0191.The orthometric height was determined by differential leveling
 AH0191.and adjusted by the National Geodetic Survey in June 1991..
 AH0191
 AH0191.This Tidal Bench Mark is designated as VM 11197
 AH0191.by the Center for Operational Oceanographic Products and Services.
 AH0191
 AH0191.The geoid height was determined by GEOID03.
 AH0191
 AH0191.The dynamic height is computed by dividing the NAVD 88
 AH0191.geopotential number by the normal gravity value computed on the
 AH0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0191.degrees latitude (g = 980.6199 gals.).
 AH0191
 AH0191.The modeled gravity was interpolated from observed gravity values.
 AH0191
 AH0191;                    North         East    Units  Estimated Accuracy
 AH0191;SPC TX S     - 5,240,260.      442,460.      MT  (+/- 180 meters Scaled)
 AH0191
 AH0191                          SUPERSEDED SURVEY CONTROL
 AH0191
 AH0191.No superseded survey control is available for this station.
 AH0191
 AH0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR916796(NAD 83)
 AH0191_MARKER: DJ = TIDAL STATION DISK
 AH0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0191_SP_SET: CONCRETE SEWAGE TANK
 AH0191_STAMPING: NO 15 1975
 AH0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0191
 AH0191  HISTORY     - Date     Condition        Report By
 AH0191  HISTORY     - 1975     MONUMENTED       NOS
 AH0191  HISTORY     - 1978     GOOD             NGS
 AH0191  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0191  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0191  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0191  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0191  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AH0191  HISTORY     - 19910627 MARK NOT FOUND   USPSQD
 AH0191  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0191  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH0191
 AH0191                          STATION DESCRIPTION
 AH0191
 AH0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0191'IN PORT ARANSAS.
 AH0191'SET IN THE TOP OF THE NORTHEAST END OF A CONCRETE SEWAGE TANK AT THE
 AH0191'END OF THE ROAD LEADING TO HORACE CALDWELL FISHING PIER (BEACH
 AH0191'STREET), 106 FEET WEST OF THE SOUTHWEST END OF THE PIER ENTRANCE
 AH0191'AND 26 FEET SOUTH OF THE CENTERLINE OF BEACH STREET.
 AH0191
 AH0191                          STATION RECOVERY (1989)
 AH0191
 AH0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AH0191'MARK NOT FOUND.
 AH0191
 AH0191                          STATION RECOVERY (1989)
 AH0191
 AH0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0191'MARK NOT FOUND.
 AH0191
 AH0191                          STATION RECOVERY (1989)
 AH0191
 AH0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0191'MARK NOT FOUND.
 AH0191
 AH0191                          STATION RECOVERY (1989)
 AH0191
 AH0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0191'MARK NOT FOUND.
 AH0191
 AH0191                          STATION RECOVERY (1990)
 AH0191
 AH0191'RECOVERY NOTE BY US POWER SQUADRON 1990 (VLH)
 AH0191'MARK NOT FOUND.
 AH0191
 AH0191                          STATION RECOVERY (1991)
 AH0191
 AH0191'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0191'MARK NOT FOUND.
 AH0191
 AH0191                          STATION RECOVERY (1997)
 AH0191
 AH0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0191'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0191'DESTROYED.
 AH0191
 AH0191                          STATION RECOVERY (1997)
 AH0191
 AH0191'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0190 ***********************************************************************
 AH0190  TIDAL BM    -  This is a Tidal Bench Mark.
 AH0190  DESIGNATION -  877 5270 TIDAL 16
 AH0190  PID         -  AH0190
 AH0190  STATE/COUNTY-  TX/NUECES
 AH0190  USGS QUAD   -  PORT ARANSAS (1975)
 AH0190
 AH0190                         *CURRENT SURVEY CONTROL
 AH0190  ___________________________________________________________________
 AH0190* NAD 83(1986)-  27 49 46.     (N)    097 03 17.     (W)     SCALED    
 AH0190* NAVD 88     -         3.170  (meters)      10.40   (feet)  ADJUSTED  
 AH0190  ___________________________________________________________________
 AH0190  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH0190  DYNAMIC HT  -           3.165 (meters)      10.38  (feet)  COMP
 AH0190  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AH0190
 AH0190  VERT ORDER  -  FIRST     CLASS I
 AH0190
 AH0190.The horizontal coordinates were scaled from a topographic map and have
 AH0190.an estimated accuracy of +/- 6 seconds.
 AH0190
 AH0190.The orthometric height was determined by differential leveling
 AH0190.and adjusted by the National Geodetic Survey in December 1997..
 AH0190
 AH0190.This Tidal Bench Mark is designated as VM 11198
 AH0190.by the Center for Operational Oceanographic Products and Services.
 AH0190
 AH0190.The geoid height was determined by GEOID03.
 AH0190
 AH0190.The dynamic height is computed by dividing the NAVD 88
 AH0190.geopotential number by the normal gravity value computed on the
 AH0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0190.degrees latitude (g = 980.6199 gals.).
 AH0190
 AH0190.The modeled gravity was interpolated from observed gravity values.
 AH0190
 AH0190;                    North         East    Units  Estimated Accuracy
 AH0190;SPC TX S     - 5,240,440.      442,380.      MT  (+/- 180 meters Scaled)
 AH0190
 AH0190                          SUPERSEDED SURVEY CONTROL
 AH0190
 AH0190  NAVD 88 (06/15/91)    3.172  (m)           10.41   (f) UNKNOWN     1 1
 AH0190
 AH0190.Superseded values are not recommended for survey control.
 AH0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0190.See file dsdata.txt to determine how the superseded data were derived.
 AH0190
 AH0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR915798(NAD 83)
 AH0190_MARKER: DJ = TIDAL STATION DISK
 AH0190_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH0190_SP_SET: RETAINING WALL
 AH0190_STAMPING: NO 16 1975
 AH0190_MARK LOGO: NOS   
 AH0190_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0190+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH0190
 AH0190  HISTORY     - Date     Condition        Report By
 AH0190  HISTORY     - 1975     MONUMENTED       NOS
 AH0190  HISTORY     - 1978     GOOD             NGS
 AH0190  HISTORY     - 1989     GOOD             USPSQD
 AH0190  HISTORY     - 1989     GOOD             USPSQD
 AH0190  HISTORY     - 1989     GOOD             USPSQD
 AH0190  HISTORY     - 1989     GOOD             USPSQD
 AH0190  HISTORY     - 1990     GOOD             USPSQD
 AH0190  HISTORY     - 19910627 GOOD             USPSQD
 AH0190  HISTORY     - 19970204 GOOD             NGS
 AH0190  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH0190
 AH0190                          STATION DESCRIPTION
 AH0190
 AH0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0190'IN PORT ARANSAS.
 AH0190'LOCATED NEAR A ROAD LEADING TO THE HORACE CALDWELL FISHING PIER AT
 AH0190'PORT ARANSAS AND SET IN THE TOP OF THE SOUTH END OF A CONCRETE
 AH0190'RETAINING WALL, 98 FEET EAST OF THE CENTERLINE OF A ROAD LEADING TO
 AH0190'NUECES COUNTY PARK OFFICE AND 51 FEET NORTH OF THE CENTERLINE OF
 AH0190'BEACH STREET.
 AH0190
 AH0190                          STATION RECOVERY (1989)
 AH0190
 AH0190'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0190'RECOVERED IN GOOD CONDITION.
 AH0190
 AH0190                          STATION RECOVERY (1989)
 AH0190
 AH0190'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0190'RECOVERED IN GOOD CONDITION.
 AH0190
 AH0190                          STATION RECOVERY (1989)
 AH0190
 AH0190'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AH0190'RECOVERED IN GOOD CONDITION.
 AH0190
 AH0190                          STATION RECOVERY (1989)
 AH0190
 AH0190'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0190'RECOVERED IN GOOD CONDITION.
 AH0190
 AH0190                          STATION RECOVERY (1990)
 AH0190
 AH0190'RECOVERY NOTE BY US POWER SQUADRON 1990 (VLH)
 AH0190'RECOVERED IN GOOD CONDITION.
 AH0190
 AH0190                          STATION RECOVERY (1991)
 AH0190
 AH0190'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0190'RECOVERED IN GOOD CONDITION.
 AH0190
 AH0190                          STATION RECOVERY (1997)
 AH0190
 AH0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0190'0.6 KM (0.35 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AH0190'IN PORT ARANSAS, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG BEACH STREET,
 AH0190'IN TOP OF AND 0.5 M (1.6 FT) NORTHEAST OF THE SOUTHWEST END OF A
 AH0190'CONCRETE RETAINING WALL, 28.9 M (94.8 FT) SOUTHEAST OF THE CENTER OF
 AH0190'THE ENTRANCE TO PORT ARANSAS PARK, 18.9 M (62.0 FT) SOUTHEAST OF A
 AH0190'UTILITY LIGHT POLE, 15.5 M (50.9 FT) NORTHEAST OF THE STREET CENTER,
 AH0190'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE STREET, 0.3 M (1.0 FT) NORTHEAST
 AH0190'OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 AH0190
 AH0190                          STATION RECOVERY (1997)
 AH0190
 AH0190'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0185 ***********************************************************************
 AH0185  TIDAL BM    -  This is a Tidal Bench Mark.
 AH0185  DESIGNATION -  877 5270 TIDAL 18
 AH0185  PID         -  AH0185
 AH0185  STATE/COUNTY-  TX/NUECES
 AH0185  USGS QUAD   -  PORT ARANSAS (1975)
 AH0185
 AH0185                         *CURRENT SURVEY CONTROL
 AH0185  ___________________________________________________________________
 AH0185* NAD 83(1986)-  27 50 00.     (N)    097 03 22.     (W)     SCALED    
 AH0185* NAVD 88     -         2.905  (meters)       9.53   (feet)  ADJUSTED  
 AH0185  ___________________________________________________________________
 AH0185  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH0185  DYNAMIC HT  -           2.901 (meters)       9.52  (feet)  COMP
 AH0185  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AH0185
 AH0185  VERT ORDER  -  FIRST     CLASS I
 AH0185
 AH0185.The horizontal coordinates were scaled from a topographic map and have
 AH0185.an estimated accuracy of +/- 6 seconds.
 AH0185
 AH0185.The orthometric height was determined by differential leveling
 AH0185.and adjusted by the National Geodetic Survey in December 1997..
 AH0185
 AH0185.This Tidal Bench Mark is designated as VM 11200
 AH0185.by the Center for Operational Oceanographic Products and Services.
 AH0185
 AH0185.The geoid height was determined by GEOID03.
 AH0185
 AH0185.The dynamic height is computed by dividing the NAVD 88
 AH0185.geopotential number by the normal gravity value computed on the
 AH0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0185.degrees latitude (g = 980.6199 gals.).
 AH0185
 AH0185.The modeled gravity was interpolated from observed gravity values.
 AH0185
 AH0185;                    North         East    Units  Estimated Accuracy
 AH0185;SPC TX S     - 5,240,870.      442,240.      MT  (+/- 180 meters Scaled)
 AH0185
 AH0185                          SUPERSEDED SURVEY CONTROL
 AH0185
 AH0185  NAVD 88 (06/15/91)    2.903  (m)            9.52   (f) UNKNOWN     1 1
 AH0185
 AH0185.Superseded values are not recommended for survey control.
 AH0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0185.See file dsdata.txt to determine how the superseded data were derived.
 AH0185
 AH0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR914802(NAD 83)
 AH0185_MARKER: DJ = TIDAL STATION DISK
 AH0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0185_SP_SET: MANHOLE
 AH0185_STAMPING: NO 18 1975
 AH0185_MARK LOGO: NOS   
 AH0185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0185+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH0185
 AH0185  HISTORY     - Date     Condition        Report By
 AH0185  HISTORY     - 1975     MONUMENTED       NOS
 AH0185  HISTORY     - 1978     GOOD             NGS
 AH0185  HISTORY     - 1989     GOOD             USPSQD
 AH0185  HISTORY     - 1989     GOOD             USPSQD
 AH0185  HISTORY     - 1989     GOOD             USPSQD
 AH0185  HISTORY     - 1989     GOOD             USPSQD
 AH0185  HISTORY     - 1990     GOOD             USPSQD
 AH0185  HISTORY     - 19910627 GOOD             USPSQD
 AH0185  HISTORY     - 19970204 GOOD             NGS
 AH0185  HISTORY     - 19970725 GOOD             USPSQD
 AH0185
 AH0185                          STATION DESCRIPTION
 AH0185
 AH0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0185'IN PORT ARANSAS.
 AH0185'LOCATED NEAR THE ENTRANCE TO THE HOUSING COMPLEX FOR THE UNIVERSITY
 AH0185'OF TEXAS MARINE SCIENCE INSTITUTE ON THE ROAD LEADING EAST TO
 AH0185'HORACE CALDWELL FISHING PIER, SET IN THE TOP OF THE NORTHWEST CORNER
 AH0185'OF A CEMENT MANHOLE, 0.4 MILE WEST FROM THE FISHING PIER AND 22 FEET
 AH0185'NORTH OF THE CENTERLINE OF BEACH STREET.
 AH0185
 AH0185                          STATION RECOVERY (1989)
 AH0185
 AH0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0185'RECOVERED IN GOOD CONDITION.
 AH0185
 AH0185                          STATION RECOVERY (1989)
 AH0185
 AH0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0185'RECOVERED IN GOOD CONDITION.
 AH0185
 AH0185                          STATION RECOVERY (1989)
 AH0185
 AH0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AH0185'RECOVERED IN GOOD CONDITION.
 AH0185
 AH0185                          STATION RECOVERY (1989)
 AH0185
 AH0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0185'RECOVERED IN GOOD CONDITION.
 AH0185
 AH0185                          STATION RECOVERY (1990)
 AH0185
 AH0185'RECOVERY NOTE BY US POWER SQUADRON 1990 (VLH)
 AH0185'RECOVERED IN GOOD CONDITION.
 AH0185
 AH0185                          STATION RECOVERY (1991)
 AH0185
 AH0185'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0185'RECOVERED IN GOOD CONDITION.
 AH0185
 AH0185                          STATION RECOVERY (1997)
 AH0185
 AH0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0185'0.6 KM (0.35 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AH0185'IN PORT ARANSAS, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG BEACH STREET,
 AH0185'NEAR THE NORTH CORNER OF A CONCRETE MANHOLE, 60.3 M (197.8 FT) WEST OF
 AH0185'THE EXTENDED CENTER OF A DRIVEWAY LEADING SOUTH, 6.1 M (20.0 FT) NORTH
 AH0185'OF THE STREET CENTER, AND 0.7 M (2.3 FT) NORTH OF THE CENTER OF THE
 AH0185'MANHOLE COVER.
 AH0185
 AH0185                          STATION RECOVERY (1997)
 AH0185
 AH0185'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0184 ***********************************************************************
 AH0184  TIDAL BM    -  This is a Tidal Bench Mark.
 AH0184  DESIGNATION -  877 5270 TIDAL 19
 AH0184  PID         -  AH0184
 AH0184  STATE/COUNTY-  TX/NUECES
 AH0184  USGS QUAD   -  PORT ARANSAS (1975)
 AH0184
 AH0184                         *CURRENT SURVEY CONTROL
 AH0184  ___________________________________________________________________
 AH0184* NAD 83(1986)-  27 50 02.     (N)    097 03 24.     (W)     SCALED    
 AH0184* NAVD 88     -         2.484  (meters)       8.15   (feet)  ADJUSTED  
 AH0184  ___________________________________________________________________
 AH0184  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH0184  DYNAMIC HT  -           2.480 (meters)       8.14  (feet)  COMP
 AH0184  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AH0184
 AH0184  VERT ORDER  -  FIRST     CLASS I
 AH0184
 AH0184.The horizontal coordinates were scaled from a topographic map and have
 AH0184.an estimated accuracy of +/- 6 seconds.
 AH0184
 AH0184.The orthometric height was determined by differential leveling
 AH0184.and adjusted by the National Geodetic Survey in June 1991..
 AH0184
 AH0184.This Tidal Bench Mark is designated as VM 11201
 AH0184.by the Center for Operational Oceanographic Products and Services.
 AH0184
 AH0184.The geoid height was determined by GEOID03.
 AH0184
 AH0184.The dynamic height is computed by dividing the NAVD 88
 AH0184.geopotential number by the normal gravity value computed on the
 AH0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0184.degrees latitude (g = 980.6199 gals.).
 AH0184
 AH0184.The modeled gravity was interpolated from observed gravity values.
 AH0184
 AH0184;                    North         East    Units  Estimated Accuracy
 AH0184;SPC TX S     - 5,240,930.      442,180.      MT  (+/- 180 meters Scaled)
 AH0184
 AH0184                          SUPERSEDED SURVEY CONTROL
 AH0184
 AH0184.No superseded survey control is available for this station.
 AH0184
 AH0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR913803(NAD 83)
 AH0184_MARKER: DJ = TIDAL STATION DISK
 AH0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0184_SP_SET: MANHOLE
 AH0184_STAMPING: NO 19 1975
 AH0184_MARK LOGO: NOS   
 AH0184_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0184+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH0184
 AH0184  HISTORY     - Date     Condition        Report By
 AH0184  HISTORY     - 1975     MONUMENTED       NOS
 AH0184  HISTORY     - 1978     GOOD             NGS
 AH0184  HISTORY     - 1989     GOOD             USPSQD
 AH0184  HISTORY     - 1989     GOOD             USPSQD
 AH0184  HISTORY     - 1989     GOOD             USPSQD
 AH0184  HISTORY     - 1989     GOOD             USPSQD
 AH0184  HISTORY     - 1990     GOOD             USPSQD
 AH0184  HISTORY     - 19910627 GOOD             USPSQD
 AH0184  HISTORY     - 19960401 GOOD             NGS
 AH0184  HISTORY     - 19970204 GOOD             NGS
 AH0184  HISTORY     - 19970725 GOOD             USPSQD
 AH0184
 AH0184                          STATION DESCRIPTION
 AH0184
 AH0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0184'IN PORT ARANSAS.
 AH0184'LOCATED NEAR ENTRANCE TO THE HOUSING COMPLEX FOR THE UNIVERSITY OF
 AH0184'TEXAS MARINE SCIENCE INSTITUTE ON THE ROAD LEADING EAST TO HORACE
 AH0184'CALDWELL FISHING PIER, SET IN THE TOP OF THE NORTHWEST CORNER OF A
 AH0184'CEMENT MANHOLE, 0.5 MILE WEST OF THE FISHING PIER AND 20 FEET NORTH
 AH0184'OF THE CENTERLINE OF BEACH STREET.
 AH0184
 AH0184                          STATION RECOVERY (1989)
 AH0184
 AH0184'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AH0184'RECOVERED IN GOOD CONDITION.
 AH0184
 AH0184                          STATION RECOVERY (1989)
 AH0184
 AH0184'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0184'RECOVERED IN GOOD CONDITION.
 AH0184
 AH0184                          STATION RECOVERY (1989)
 AH0184
 AH0184'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0184'RECOVERED IN GOOD CONDITION.
 AH0184
 AH0184                          STATION RECOVERY (1989)
 AH0184
 AH0184'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0184'RECOVERED IN GOOD CONDITION.
 AH0184
 AH0184                          STATION RECOVERY (1990)
 AH0184
 AH0184'RECOVERY NOTE BY US POWER SQUADRON 1990 (CLH)
 AH0184'RECOVERED IN GOOD CONDITION.
 AH0184
 AH0184                          STATION RECOVERY (1991)
 AH0184
 AH0184'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0184'RECOVERED IN GOOD CONDITION.
 AH0184
 AH0184                          STATION RECOVERY (1996)
 AH0184
 AH0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RJH)
 AH0184'RECOVERED AS DESCRIBED.
 AH0184
 AH0184                          STATION RECOVERY (1997)
 AH0184
 AH0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0184'0.6 KM (0.35 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AH0184'IN PORT ARANSAS, THENCE 0.5 KM (0.30 MI) EASTERLY ALONG BEACH STREET,
 AH0184'NEAR THE NORTHWEST CORNER OF A CONCRETE MANHOLE, 25.3 M (83.0 FT)
 AH0184'NORTHEAST OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE ENCLOSING AN
 AH0184'ATHLETIC FIELD, 6.5 M (21.3 FT) NORTH OF THE STREET CENTER, 0.8 M (2.6
 AH0184'FT) NORTHWEST OF THE CENTER OF THE MANHOLE COVER, AND 0.3 M (1.0 FT)
 AH0184'ABOVE THE LEVEL OF THE STREET.
 AH0184
 AH0184                          STATION RECOVERY (1997)
 AH0184
 AH0184'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0182 ***********************************************************************
 AH0182  TIDAL BM    -  This is a Tidal Bench Mark.
 AH0182  DESIGNATION -  877 5270 TIDAL 20
 AH0182  PID         -  AH0182
 AH0182  STATE/COUNTY-  TX/NUECES
 AH0182  USGS QUAD   -  PORT ARANSAS (1975)
 AH0182
 AH0182                         *CURRENT SURVEY CONTROL
 AH0182  ___________________________________________________________________
 AH0182* NAD 83(1986)-  27 50 02.     (N)    097 03 36.     (W)     SCALED    
 AH0182* NAVD 88     -         3.030  (meters)       9.94   (feet)  ADJUSTED  
 AH0182  ___________________________________________________________________
 AH0182  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH0182  DYNAMIC HT  -           3.025 (meters)       9.92  (feet)  COMP
 AH0182  MODELED GRAV-     979,147.0   (mgal)                       NAVD 88
 AH0182
 AH0182  VERT ORDER  -  FIRST     CLASS I
 AH0182
 AH0182.The horizontal coordinates were scaled from a topographic map and have
 AH0182.an estimated accuracy of +/- 6 seconds.
 AH0182
 AH0182.The orthometric height was determined by differential leveling
 AH0182.and adjusted by the National Geodetic Survey in June 1991..
 AH0182
 AH0182.This Tidal Bench Mark is designated as VM 11202
 AH0182.by the Center for Operational Oceanographic Products and Services.
 AH0182
 AH0182.The geoid height was determined by GEOID03.
 AH0182
 AH0182.The dynamic height is computed by dividing the NAVD 88
 AH0182.geopotential number by the normal gravity value computed on the
 AH0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0182.degrees latitude (g = 980.6199 gals.).
 AH0182
 AH0182.The modeled gravity was interpolated from observed gravity values.
 AH0182
 AH0182;                    North         East    Units  Estimated Accuracy
 AH0182;SPC TX S     - 5,240,930.      441,860.      MT  (+/- 180 meters Scaled)
 AH0182
 AH0182                          SUPERSEDED SURVEY CONTROL
 AH0182
 AH0182.No superseded survey control is available for this station.
 AH0182
 AH0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR910803(NAD 83)
 AH0182_MARKER: DJ = TIDAL STATION DISK
 AH0182_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH0182_SP_SET: STEP
 AH0182_STAMPING: NO 20 1975
 AH0182_MARK LOGO: NOS   
 AH0182_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0182+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH0182
 AH0182  HISTORY     - Date     Condition        Report By
 AH0182  HISTORY     - 1975     MONUMENTED       NOS
 AH0182  HISTORY     - 1978     GOOD             NGS
 AH0182  HISTORY     - 1989     GOOD             USPSQD
 AH0182  HISTORY     - 1989     GOOD             USPSQD
 AH0182  HISTORY     - 1989     GOOD             USPSQD
 AH0182  HISTORY     - 1989     GOOD             USPSQD
 AH0182  HISTORY     - 1990     GOOD             USPSQD
 AH0182  HISTORY     - 19910627 GOOD             USPSQD
 AH0182  HISTORY     - 19960401 GOOD             NGS
 AH0182  HISTORY     - 19970204 GOOD             NGS
 AH0182  HISTORY     - 19970725 GOOD             USPSQD
 AH0182
 AH0182                          STATION DESCRIPTION
 AH0182
 AH0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0182'IN PORT ARANSAS.
 AH0182'LOCATED AT THE JUNCTION OF STATION STREET AND NORTH BEACH STREET
 AH0182'AT PORT ARANSAS. SET IN THE TOP OF THE FIRST CONCRETE STEP AT THE
 AH0182'EAST CORNER OF CUSTARDS LAST STAND (HAMBURGER RESTAURANT), 66 FEET
 AH0182'SOUTH OF THE CENTERLINE OF NORTH BEACH STREET, WHICH IS THE ROAD
 AH0182'LEADING TO HORACE CALDWELL FISHING PIER, AND 31 FEET WEST OF THE
 AH0182'CENTERLINE OF STATION STREET.
 AH0182
 AH0182                          STATION RECOVERY (1989)
 AH0182
 AH0182'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0182'RECOVERED IN GOOD CONDITION.
 AH0182
 AH0182                          STATION RECOVERY (1989)
 AH0182
 AH0182'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0182'RECOVERED IN GOOD CONDITION.
 AH0182
 AH0182                          STATION RECOVERY (1989)
 AH0182
 AH0182'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AH0182'RECOVERED IN GOOD CONDITION.
 AH0182
 AH0182                          STATION RECOVERY (1989)
 AH0182
 AH0182'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0182'RECOVERED IN GOOD CONDITION.
 AH0182
 AH0182                          STATION RECOVERY (1990)
 AH0182
 AH0182'RECOVERY NOTE BY US POWER SQUADRON 1990 (VLH)
 AH0182'RECOVERED IN GOOD CONDITION.
 AH0182
 AH0182                          STATION RECOVERY (1991)
 AH0182
 AH0182'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0182'RECOVERED IN GOOD CONDITION.
 AH0182
 AH0182                          STATION RECOVERY (1996)
 AH0182
 AH0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RJH)
 AH0182'RECOVERED AS DESCRIBED.
 AH0182
 AH0182                          STATION RECOVERY (1997)
 AH0182
 AH0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0182'IN PORT ARANSAS, AT THE INTERSECTION OF BEACH AND STATION STREETS, IN
 AH0182'TOP OF AND 0.9 M (3.0 FT) NORTHWEST OF THE EAST CORNER OF THE BOTTOM
 AH0182'CONCRETE STEP LEADING TO A RESTAURANT, 20.0 M (65.6 FT) SOUTH OF THE
 AH0182'CENTER OF BEACH STREET, 9.3 M (30.5 FT) WEST OF THE CENTER OF STATION
 AH0182'STREET, 1.4 M (4.6 FT) EAST OF THE EAST CORNER OF THE RESTAURANT AND
 AH0182'1.0 M (3.3 FT) ABOVE THE LEVEL OF STATION STREET.
 AH0182
 AH0182                          STATION RECOVERY (1997)
 AH0182
 AH0182'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0252 ***********************************************************************
 AH0252  DESIGNATION -  877 5270 TIDAL 7
 AH0252  PID         -  AH0252
 AH0252  STATE/COUNTY-  TX/NUECES
 AH0252  USGS QUAD   -  PORT ARANSAS (1975)
 AH0252
 AH0252                         *CURRENT SURVEY CONTROL
 AH0252  ___________________________________________________________________
 AH0252* NAD 83(1993)-  27 50 18.35777(N)    097 03 05.68256(W)     ADJUSTED  
 AH0252* NAVD 88     -         1.69   (+/-2cm)       5.5    (feet)  VERTCON   
 AH0252  ___________________________________________________________________
 AH0252  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AH0252  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AH0252
 AH0252  HORZ ORDER  -  THIRD
 AH0252  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0252
 AH0252.The horizontal coordinates were established by classical geodetic methods
 AH0252.and adjusted by the National Geodetic Survey in February 1996..
 AH0252
 AH0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0252.The vertical order pertains to the NGVD 29 superseded value.
 AH0252
 AH0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0252
 AH0252.The geoid height was determined by GEOID03.
 AH0252
 AH0252;                    North         East     Units Scale Factor Converg.
 AH0252;SPC TX S     - 5,241,441.080   442,678.428   MT  1.00000129   +0 39 27.3
 AH0252;SPC TX S     -17,196,294.61  1,452,354.14   sFT  1.00000129   +0 39 27.3
 AH0252;SPC TXSC     - 4,002,164.332   791,965.154   MT  1.00020093   +0 57 16.4
 AH0252;SPC TXSC     -13,130,434.15  2,598,305.68   sFT  1.00020093   +0 57 16.4
 AH0252;UTM  14      - 3,080,828.878   691,879.697   MT  1.00005446   +0 54 36.5
 AH0252
 AH0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0252!SPC TX S     -   1.00000387  x   1.00000129  =   1.00000516
 AH0252!SPC TXSC     -   1.00000387  x   1.00020093  =   1.00020480
 AH0252!UTM  14      -   1.00000387  x   1.00005446  =   1.00005833
 AH0252
 AH0252                          SUPERSEDED SURVEY CONTROL
 AH0252
 AH0252  NAD 83(1986)-  27 50 18.36354(N)    097 03 05.66052(W) AD(       ) 3
 AH0252  NGVD 29 (??/??/92)    1.80   (m)            5.9    (f) COMPUTED    1 2
 AH0252
 AH0252.Superseded values are not recommended for survey control.
 AH0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0252.See file dsdata.txt to determine how the superseded data were derived.
 AH0252
 AH0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9188080829(NAD 83)
 AH0252_MARKER: DJ = TIDAL STATION DISK
 AH0252_SETTING: 0 = UNSPECIFIED SETTING
 AH0252_SP_SET: JETTY
 AH0252_STAMPING: TIDAL 7 1985
 AH0252_MARK LOGO: CGS   
 AH0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0252+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1989
 AH0252
 AH0252  HISTORY     - Date     Condition        Report By
 AH0252  HISTORY     - 1938     MONUMENTED       CGS
 AH0252  HISTORY     - 1959     GOOD             NGS
 AH0252  HISTORY     - 1973     GOOD             NGS
 AH0252  HISTORY     - 1978     GOOD             NGS
 AH0252  HISTORY     - 1985     GOOD             NGS
 AH0252  HISTORY     - 1988     GOOD             NOS
 AH0252  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0252  HISTORY     - 19890215 GOOD             NOS
 AH0252  HISTORY     - 19891019 GOOD             NOS
 AH0252  HISTORY     - 1990     GOOD             USPSQD
 AH0252  HISTORY     - 19970725 GOOD             USPSQD
 AH0252
 AH0252                          STATION DESCRIPTION
 AH0252
 AH0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0252'0.6 MI E FROM PORT ARANSAS.
 AH0252'ABOUT 0.2 MILE EAST ALONG COTTER AVENUE FROM THE U. S. COAST GUARD
 AH0252'STATION AT PORT ARANSAS, THENCE ABOUT 0.4 MILE NORTHEAST ALONG A
 AH0252'WINDING PAVED STREET, AT THE NORTHWEST END OF THE SOUTH JETTY, ON THE
 AH0252'SOUTH SIDE OF CORPUS CHRISTI SHIP CHANNEL, IN THE TOP OF THE CONCRETE
 AH0252'CAP OF THE JETTY, 87 FEET NORTHWEST OF THE CENTER-LINE OF A PIER, 20
 AH0252'YARDS SOUTHEAST OF THE NORTHWEST END OF THE JETTY, AND ABOUT LEVEL
 AH0252'WITH THE TOP OF THE JETTY.
 AH0252
 AH0252                          STATION RECOVERY (1973)
 AH0252
 AH0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AH0252'RECOVERED IN GOOD CONDITION.
 AH0252
 AH0252                          STATION RECOVERY (1978)
 AH0252
 AH0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0252'RECOVERED IN GOOD CONDITION.
 AH0252
 AH0252                          STATION RECOVERY (1985)
 AH0252
 AH0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH0252'THE STATION IS LOCATED ABOUT 0.5 KM (0.3 MI)
 AH0252'EAST OF THE U.S. COAST GUARD STATION AT PORT ARANSAS, 0.4 KM (0.25
 AH0252'MI) WEST FO THE CITY PARK AND ON THE SOUTH JETTY OF THE SHIP
 AH0252'CHANNEL.
 AH0252'OWNERSHIP--ARMY DEPT OF ARMY CORPS OF ENGINEERS, 2 SCIENCE PARK,
 AH0252'CORPUS CHRISTI TX 78401, PHONE 512-888-3354.
 AH0252'
 AH0252'TO REACH THE STATION FROM THE EAST END OF THE FERRY CROSSING IN
 AH0252'PORT ARANSAS, GO SOUTHEAST THEN EAST ON COTTER STREET FOR 0.9 KM
 AH0252'(0.55 MI) TO A CROSS STREET (STATION STREET). CONTINUE EAST ON
 AH0252'COTTER STREET FOR 0.2 KM (0.15 MI) TO A FORK. KEEP RIGHT, SOUTHEAST
 AH0252'ON WINDING PAVED ROAD FOR 0.7 KM (0.45 MI) TO A PAVED ROAD LEFT,
 AH0252'THE ENTRANCE TO UNIVERSITY OF TAXAS MARINE SCIENCE INSTITUTE. TURN
 AH0252'LEFT, NORTH ON THE PAVED ROAD FOR 61 METERS (200 FT) TO A PARKING
 AH0252'LOT ENTRANCE ON THE LEFT. CONTINUE AHEAD, NORTH THEN WEST ON THE
 AH0252'PAVED ROAD FOR 0.2 KM (0.15 MI) TO A PARKING LOT ENTRANCE LEFT,
 AH0252'SIDE ROAD RIGHT AND PAVED ROAD CONTINUES AHEAD. TURN RIGHT, NORTH,
 AH0252'FOR 0.2 KM (0.1 MI) TO A PARKING AREA AT A PIER, THE JETTY AND
 AH0252'STATION SITE.
 AH0252'
 AH0252'THE STATION IS A STANDARD USC+GS DISK
 AH0252'STAMPED---7 1938---,
 AH0252'SET INTO A DRILL HOLE IN THE TOP OF A CONCRETE JETTY WHERE SEVERAL
 AH0252'ROCKS PROTRUDE THROUGH THE CONCRETE. LOCATED
 AH0252'36.0 METERS (118 FT) EAST-SOUTHEAST FROM A BOULDER JETTY RUNNING
 AH0252'NORTHEAST TO SOUTHWEST,
 AH0252'25.76 METERS (84.5 FT) NORTH-NORTHWEST FROM A UTILITY POLE,
 AH0252'25.30 METERS (83.0 FT) NORTHWEST FROM THE NORTHWESTERLY ONE OF TWO
 AH0252'CONCRETE POSTS AT THE BEGINNING OF THE PIER,
 AH0252'23.68 METERS (77.7 FT) NORTH-NORTHEAST FROM THE NORTHERN MOST
 AH0252'CORNER OF A SMALL BUILDING AND
 AH0252'1.0 METERS (3.3 FT) SOUTHWEST FROM THE NORTH EDGE OF THE JETTY.
 AH0252'
 AH0252'HEIGHT OF LIGHT SHOWN WAS 2.2 METERS ABOVE THE MARK.
 AH0252'
 AH0252'AN EDM TIE WAS MADE TO 25 USE.
 AH0252'
 AH0252'DESCRIBED BY R. T. WOODRUFF.
 AH0252
 AH0252                          STATION RECOVERY (1988)
 AH0252
 AH0252'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH0252'THE STATION WAS RECOVERED AT THIS DATE.
 AH0252'THE STATION WAS USED TO LOCATE SEVERAL LANDMARKS IN THE AREA.
 AH0252'SEE THE BOX SCORE.
 AH0252'
 AH0252'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH0252'RECOVERED BY GLM
 AH0252
 AH0252                          STATION RECOVERY (1989)
 AH0252
 AH0252'RECOVERY NOTE BY US POWER SQUADRON 1989 (CA)
 AH0252'MARK NOT FOUND.
 AH0252
 AH0252                          STATION RECOVERY (1989)
 AH0252
 AH0252'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH0252'THE STATION IS LOCATED ABOUT 0.5 KM (0.30 MI) E OF THE U.S. COAST
 AH0252'GUARD STATION AT PORT ARANSAS, 0.4 KM (0.25 MI) W OF THE CITY PARK AND
 AH0252'ON THE S JETTY OF THE SHIP CHANNEL.  OWNERSHIP--ARMY DEPT OF ARMY
 AH0252'CORPS OF ENGINEERS, 2 SCIENCE PARK, CORPUS CHRISTI, TX 78401, PHONE
 AH0252'512-888-3354.
 AH0252'TO REACH THE STATION FROM THE E END OF THE FERRY CROSSING IN PORT
 AH0252'ARANSAS, GO SE THEN E ON COTTER STREET FOR 0.9 KM (0.55 MI) TO A CROSS
 AH0252'STREET (STATION STREET).  CONTINUE E ON COTTER STREET FOR 0.2 KM
 AH0252'(0.10 MI) TO A FORK.  KEEP RIGHT, SE ON WINDING PAVED ROAD FOR 0.7 KM
 AH0252'(0.45 MI) TO A PAVED ROAD LEFT, THE ENTRANCE TO UNIVERSITY OF TEXAS
 AH0252'MARINE SCIENCE INSTITUTE.  TURN LEFT, N ON THE PAVED ROAD FOR 61 M
 AH0252'(200.1 FT) TO A PARKING LOT ENTRANCE ON LEFT.  CONTINUE AHEAD, N THEN
 AH0252'W ON THE PAVED ROAD FOR 0.2 KM (0.10 MI) TO A PARKING LOT ENTRANCE
 AH0252'LEFT, SIDE ROAD RIGHT AND PAVED ROAD CONTINUES AHEAD.  TURN RIGHT,
 AH0252'NORTH, FOR 0.2 KM (0.10 MI) TO A PARKING AREA AT A PIER, THE JETTY AND
 AH0252'STATION SITE.
 AH0252'THE STATION IS SET INTO A DRILL HOLE IN THE TOP OF A CONCRETE JETTY
 AH0252'WHERE SEVERAL ROCKS PROTRUDE THROUGH THE CONCRETE.  LOCATED 36.0 M
 AH0252'(118.1 FT) ESE FROM A BOULDER JETTY RUNNING NE TO SW, 25.76 M
 AH0252'(84.5 FT) NNW FROM A UTILITY POLE, 25.3 M (83.0 FT) NW FROM THE
 AH0252'NORTHWESTERLY ONE OF TWO CONCRETE POSTS AT THE BEGINNING OF THE PIER,
 AH0252'23.68 M (77.7 FT) NNE FROM THE NORTHERN MOST CORNER OF A SMALL
 AH0252'BUILDING AND 1.0 M (3.3 FT) SW FROM THE NORTH EDGE OF THE JETTY.
 AH0252'AN EDMI TIE WAS MADE TO 25 USE.
 AH0252
 AH0252                          STATION RECOVERY (1989)
 AH0252
 AH0252'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH0252'RECOVERED AS DESCRIBED.  THE STATION WAS RECOVERED FOR USE AS A
 AH0252'HYDROGRAPHIC CONTROL STATION FOR A HYDROGRAPHIC SURVEY OF THE AREA
 AH0252'WATERS. RECOVERED BY P B WALBOLT.
 AH0252
 AH0252                          STATION RECOVERY (1990)
 AH0252
 AH0252'RECOVERY NOTE BY US POWER SQUADRON 1990 (VLH)
 AH0252'RECOVERED IN GOOD CONDITION.
 AH0252
 AH0252                          STATION RECOVERY (1997)
 AH0252
 AH0252'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8509 ***********************************************************************
 AC8509  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8509  DESIGNATION -  877 5351 A TIDAL
 AC8509  PID         -  AC8509
 AC8509  STATE/COUNTY-  TX/NUECES
 AC8509  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8509
 AC8509                         *CURRENT SURVEY CONTROL
 AC8509  ___________________________________________________________________
 AC8509* NAD 83(1986)-  27 47 38.     (N)    097 23 20.     (W)     SCALED    
 AC8509* NAVD 88     -         0.953  (meters)       3.13   (feet)  ADJUSTED  
 AC8509  ___________________________________________________________________
 AC8509  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AC8509  DYNAMIC HT  -           0.952 (meters)       3.12  (feet)  COMP
 AC8509  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 AC8509
 AC8509  VERT ORDER  -  FIRST     CLASS II
 AC8509
 AC8509.The horizontal coordinates were scaled from a topographic map and have
 AC8509.an estimated accuracy of +/- 6 seconds.
 AC8509
 AC8509.The orthometric height was determined by differential leveling
 AC8509.and adjusted by the National Geodetic Survey in December 1997..
 AC8509
 AC8509.This Tidal Bench Mark is designated as VM 15604
 AC8509.by the Center for Operational Oceanographic Products and Services.
 AC8509
 AC8509.The geoid height was determined by GEOID03.
 AC8509
 AC8509.The dynamic height is computed by dividing the NAVD 88
 AC8509.geopotential number by the normal gravity value computed on the
 AC8509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8509.degrees latitude (g = 980.6199 gals.).
 AC8509
 AC8509.The modeled gravity was interpolated from observed gravity values.
 AC8509
 AC8509;                    North         East    Units  Estimated Accuracy
 AC8509;SPC TX S     - 5,236,170.      409,500.      MT  (+/- 180 meters Scaled)
 AC8509
 AC8509                          SUPERSEDED SURVEY CONTROL
 AC8509
 AC8509.No superseded survey control is available for this station.
 AC8509
 AC8509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR587754(NAD 83)
 AC8509_MARKER: DJ = TIDAL STATION DISK
 AC8509_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8509_SP_SET: SEAWALL
 AC8509_STAMPING: 5351-A 1989
 AC8509_MARK LOGO: NOS   
 AC8509_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8509+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 AC8509
 AC8509  HISTORY     - Date     Condition        Report By
 AC8509  HISTORY     - 1989     MONUMENTED       NOS
 AC8509  HISTORY     - 19970209 GOOD             NGS
 AC8509  HISTORY     - 20020221 GOOD             NGS
 AC8509  HISTORY     - 20040307 GOOD             USPSQD
 AC8509
 AC8509                          STATION DESCRIPTION
 AC8509
 AC8509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8509'0.3 KM (0.20 MI) EASTERLY ALONG THE LAWRENCE STREET T-HEAD ENTRANCE
 AC8509'ROAD FROM THE INTERSECTION OF SHORELINE BOULEVARD IN CORPUS CHRISTI,
 AC8509'IN A CONCRETE SEAWALL ALONG THE WEST SIDE OF THE T-HEAD, 16.5 M (54.1
 AC8509'FT) NORTH OF THE CENTERLINE OF THE T-HEAD ENTRANCE ROAD, 8.9 M (29.2
 AC8509'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE T-HEAD, AND
 AC8509'0.2 M (0.7 FT) BELOW THE LEVEL OF THE T-HEAD.
 AC8509
 AC8509                          STATION RECOVERY (2002)
 AC8509
 AC8509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AC8509'DISK IS SET SOLIDLY, BUT COULD USE A REFILL OF CEMENT AROUND THE TOP.
 AC8509
 AC8509                          STATION RECOVERY (2004)
 AC8509
 AC8509'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8508 ***********************************************************************
 AC8508  DESIGNATION -  877 5351 B TIDAL
 AC8508  PID         -  AC8508
 AC8508  STATE/COUNTY-  TX/NUECES
 AC8508  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8508
 AC8508                         *CURRENT SURVEY CONTROL
 AC8508  ___________________________________________________________________
 AC8508* NAD 83(1986)-  27 47 37.     (N)    097 23 22.     (W)     SCALED    
 AC8508* NAVD 88     -         1.110  (meters)       3.64   (feet)  ADJUSTED  
 AC8508  ___________________________________________________________________
 AC8508  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AC8508  DYNAMIC HT  -           1.108 (meters)       3.64  (feet)  COMP
 AC8508  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 AC8508
 AC8508  VERT ORDER  -  FIRST     CLASS II
 AC8508
 AC8508.The horizontal coordinates were scaled from a topographic map and have
 AC8508.an estimated accuracy of +/- 6 seconds.
 AC8508
 AC8508.The orthometric height was determined by differential leveling
 AC8508.and adjusted by the National Geodetic Survey in December 1997..
 AC8508
 AC8508.The geoid height was determined by GEOID03.
 AC8508
 AC8508.The dynamic height is computed by dividing the NAVD 88
 AC8508.geopotential number by the normal gravity value computed on the
 AC8508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8508.degrees latitude (g = 980.6199 gals.).
 AC8508
 AC8508.The modeled gravity was interpolated from observed gravity values.
 AC8508
 AC8508;                    North         East    Units  Estimated Accuracy
 AC8508;SPC TX S     - 5,236,140.      409,440.      MT  (+/- 180 meters Scaled)
 AC8508
 AC8508                          SUPERSEDED SURVEY CONTROL
 AC8508
 AC8508.No superseded survey control is available for this station.
 AC8508
 AC8508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR586753(NAD 83)
 AC8508_MARKER: DJ = TIDAL STATION DISK
 AC8508_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8508_SP_SET: SEAWALL
 AC8508_STAMPING: 5351-B 1990
 AC8508_MARK LOGO: NOS   
 AC8508_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8508+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2002
 AC8508
 AC8508  HISTORY     - Date     Condition        Report By
 AC8508  HISTORY     - 1990     MONUMENTED       NOS
 AC8508  HISTORY     - 19970209 GOOD             NGS
 AC8508  HISTORY     - 20020221 GOOD             NGS
 AC8508
 AC8508                          STATION DESCRIPTION
 AC8508
 AC8508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8508'0.2 KM (0.10 MI) EASTERLY ALONG THE LAWRENCE STREET T-HEAD ENTRANCE
 AC8508'ROAD FROM THE INTERSECTION OF SHORELINE BOULEVARD IN CORPUS CHRISTI,
 AC8508'IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE T-HEAD ENTRANCE,
 AC8508'62.6 M (205.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 AC8508'THE T-HEAD, 9.5 M (31.2 FT) SOUTH OF THE CENTERLINE OF AN ENTRANCE
 AC8508'ROAD, 1.6 M (5.2 FT) WEST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 15,
 AC8508'0.6 M (2.0 FT) NORTH OF THE SOUTH EDGE OF THE SEAWALL, AND 0.2 M (0.7
 AC8508'FT) BELOW THE LEVEL OF THE ENTRANCE ROAD.
 AC8508
 AC8508                          STATION RECOVERY (2002)
 AC8508
 AC8508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AC8508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8507 ***********************************************************************
 AC8507  DESIGNATION -  877 5351 C TIDAL
 AC8507  PID         -  AC8507
 AC8507  STATE/COUNTY-  TX/NUECES
 AC8507  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8507
 AC8507                         *CURRENT SURVEY CONTROL
 AC8507  ___________________________________________________________________
 AC8507* NAD 83(1986)-  27 47 37.     (N)    097 23 25.     (W)     SCALED    
 AC8507* NAVD 88     -         1.101  (meters)       3.61   (feet)  ADJUSTED  
 AC8507  ___________________________________________________________________
 AC8507  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AC8507  DYNAMIC HT  -           1.099 (meters)       3.61  (feet)  COMP
 AC8507  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 AC8507
 AC8507  VERT ORDER  -  FIRST     CLASS II
 AC8507
 AC8507.The horizontal coordinates were scaled from a topographic map and have
 AC8507.an estimated accuracy of +/- 6 seconds.
 AC8507
 AC8507.The orthometric height was determined by differential leveling
 AC8507.and adjusted by the National Geodetic Survey in December 1997..
 AC8507
 AC8507.The geoid height was determined by GEOID03.
 AC8507
 AC8507.The dynamic height is computed by dividing the NAVD 88
 AC8507.geopotential number by the normal gravity value computed on the
 AC8507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8507.degrees latitude (g = 980.6199 gals.).
 AC8507
 AC8507.The modeled gravity was interpolated from observed gravity values.
 AC8507
 AC8507;                    North         East    Units  Estimated Accuracy
 AC8507;SPC TX S     - 5,236,140.      409,360.      MT  (+/- 180 meters Scaled)
 AC8507
 AC8507                          SUPERSEDED SURVEY CONTROL
 AC8507
 AC8507.No superseded survey control is available for this station.
 AC8507
 AC8507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR585753(NAD 83)
 AC8507_MARKER: DJ = TIDAL STATION DISK
 AC8507_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8507_SP_SET: SEAWALL
 AC8507_STAMPING: 5351-C 1990
 AC8507_MARK LOGO: NOS   
 AC8507_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8507+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 AC8507
 AC8507  HISTORY     - Date     Condition        Report By
 AC8507  HISTORY     - 1990     MONUMENTED       NOS
 AC8507  HISTORY     - 19970209 GOOD             NGS
 AC8507  HISTORY     - 20020221 GOOD             NGS
 AC8507  HISTORY     - 20040307 GOOD             USPSQD
 AC8507
 AC8507                          STATION DESCRIPTION
 AC8507
 AC8507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8507'0.1 KM (0.05 MI) EASTERLY ALONG THE LAWRENCE STREET T-HEAD ENTRANCE
 AC8507'ROAD FROM THE INTERSECTION OF SHORELINE BOULEVARD IN CORPUS CHRISTI,
 AC8507'IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE T-HEAD ENTRANCE,
 AC8507'102.5 M (336.3 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 AC8507'BOULEVARD, 9.4 M (30.8 FT) SOUTH OF THE CENTERLINE OF THE T-HEAD, 0.5
 AC8507'M (1.6 FT) NORTH OF THE SOUTH EDGE OF THE SEAWALL, AND 0.1 M (0.3 FT)
 AC8507'BELOW THE LEVEL OF THE ENTRANCE.
 AC8507
 AC8507                          STATION RECOVERY (2002)
 AC8507
 AC8507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AC8507'RECOVERED IN GOOD CONDITION.
 AC8507
 AC8507                          STATION RECOVERY (2004)
 AC8507
 AC8507'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8513 ***********************************************************************
 AC8513  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8513  DESIGNATION -  877 5351 D TIDAL
 AC8513  PID         -  AC8513
 AC8513  STATE/COUNTY-  TX/NUECES
 AC8513  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8513
 AC8513                         *CURRENT SURVEY CONTROL
 AC8513  ___________________________________________________________________
 AC8513* NAD 83(1986)-  27 47 40.     (N)    097 23 27.     (W)     SCALED    
 AC8513* NAVD 88     -         3.978  (meters)      13.05   (feet)  ADJUSTED  
 AC8513  ___________________________________________________________________
 AC8513  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AC8513  DYNAMIC HT  -           3.972 (meters)      13.03  (feet)  COMP
 AC8513  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 AC8513
 AC8513  VERT ORDER  -  FIRST     CLASS II
 AC8513
 AC8513.The horizontal coordinates were scaled from a topographic map and have
 AC8513.an estimated accuracy of +/- 6 seconds.
 AC8513
 AC8513.The orthometric height was determined by differential leveling
 AC8513.and adjusted by the National Geodetic Survey in December 1997..
 AC8513
 AC8513.This Tidal Bench Mark is designated as VM 15607
 AC8513.by the Center for Operational Oceanographic Products and Services.
 AC8513
 AC8513.The geoid height was determined by GEOID03.
 AC8513
 AC8513.The dynamic height is computed by dividing the NAVD 88
 AC8513.geopotential number by the normal gravity value computed on the
 AC8513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8513.degrees latitude (g = 980.6199 gals.).
 AC8513
 AC8513.The modeled gravity was interpolated from observed gravity values.
 AC8513
 AC8513;                    North         East    Units  Estimated Accuracy
 AC8513;SPC TX S     - 5,236,230.      409,300.      MT  (+/- 180 meters Scaled)
 AC8513
 AC8513                          SUPERSEDED SURVEY CONTROL
 AC8513
 AC8513.No superseded survey control is available for this station.
 AC8513
 AC8513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR585754(NAD 83)
 AC8513_MARKER: DJ = TIDAL STATION DISK
 AC8513_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8513_SP_SET: SEAWALL
 AC8513_STAMPING: 5351-D 1989
 AC8513_MARK LOGO: NOS   
 AC8513_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8513+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 AC8513
 AC8513  HISTORY     - Date     Condition        Report By
 AC8513  HISTORY     - 1989     MONUMENTED       NOS
 AC8513  HISTORY     - 19970209 GOOD             NGS
 AC8513  HISTORY     - 20020221 GOOD             NGS
 AC8513  HISTORY     - 20040307 GOOD             USPSQD
 AC8513
 AC8513                          STATION DESCRIPTION
 AC8513
 AC8513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8513'IN CORPUS CHRISTI, AT THE INTERSECTION OF NORTH SHORELINE BOULEVARD
 AC8513'AND THE LAWRENCE STREET T-HEAD, IN TOP OF AND 29.3 M (96.1 FT) NORTH
 AC8513'OF THE SOUTH END OF THE CONCRETE SEAWALL ALONG THE EAST SIDE OF THE
 AC8513'BOULEVARD, 33.9 M (111.2 FT) NORTH OF THE CENTERLINE OF THE T-HEAD
 AC8513'ENTRANCE ROAD, 24.4 M (80.1 FT) NORTH OF BENCH MARK 877 5351 TIDAL 5,
 AC8513'14.0 M (45.9 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 AC8513'BOULEVARD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 AC8513
 AC8513                          STATION RECOVERY (2002)
 AC8513
 AC8513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AC8513'DISK IS SET SOLIDLY, BUT COULD USE A REFILL OF CEMENT AROUND THE TOP.
 AC8513
 AC8513                          STATION RECOVERY (2004)
 AC8513
 AC8513'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0342 ***********************************************************************
 AH0342  DESIGNATION -  877 5351 TIDAL 2
 AH0342  PID         -  AH0342
 AH0342  STATE/COUNTY-  TX/NUECES
 AH0342  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0342
 AH0342                         *CURRENT SURVEY CONTROL
 AH0342  ___________________________________________________________________
 AH0342* NAD 83(1986)-  27 48 38.     (N)    097 23 39.     (W)     SCALED    
 AH0342* NAVD 88     -         0.988  (meters)       3.24   (feet)  ADJUSTED  
 AH0342  ___________________________________________________________________
 AH0342  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH0342  DYNAMIC HT  -           0.986 (meters)       3.23  (feet)  COMP
 AH0342  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 AH0342
 AH0342  VERT ORDER  -  FIRST     CLASS II
 AH0342
 AH0342.The horizontal coordinates were scaled from a topographic map and have
 AH0342.an estimated accuracy of +/- 6 seconds.
 AH0342
 AH0342.The orthometric height was determined by differential leveling
 AH0342.and adjusted by the National Geodetic Survey in June 1991..
 AH0342.WARNING-Repeat measurements at this control monument indicate possible
 AH0342.vertical movement.
 AH0342
 AH0342.The geoid height was determined by GEOID03.
 AH0342
 AH0342.The dynamic height is computed by dividing the NAVD 88
 AH0342.geopotential number by the normal gravity value computed on the
 AH0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0342.degrees latitude (g = 980.6199 gals.).
 AH0342
 AH0342.The modeled gravity was interpolated from observed gravity values.
 AH0342
 AH0342;                    North         East    Units  Estimated Accuracy
 AH0342;SPC TX S     - 5,238,010.      408,960.      MT  (+/- 180 meters Scaled)
 AH0342
 AH0342                          SUPERSEDED SURVEY CONTROL
 AH0342
 AH0342  NGVD 29 (??/??/92)    1.18   (m)            3.9    (f) COMPUTED    1 2
 AH0342
 AH0342.Superseded values are not recommended for survey control.
 AH0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0342.See file dsdata.txt to determine how the superseded data were derived.
 AH0342
 AH0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR581772(NAD 83)
 AH0342_MARKER: DJ = TIDAL STATION DISK
 AH0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0342_STAMPING: CORPUS CHRISTI NO 2 1934
 AH0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0342+STABILITY: SURFACE MOTION
 AH0342
 AH0342  HISTORY     - Date     Condition        Report By
 AH0342  HISTORY     - 1934     MONUMENTED       CGS
 AH0342  HISTORY     - 1959     GOOD             NGS
 AH0342  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0342  HISTORY     - 19910709 MARK NOT FOUND   USPSQD
 AH0342
 AH0342                          STATION DESCRIPTION
 AH0342
 AH0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0342'0.7 MI NE FROM CORPUS CHRISTI.
 AH0342'ABOUT 0.2 MILE EAST ALONG FITZGERALD STREET FROM THE SOUTH END OF THE
 AH0342'HIGH BRIDGE OVER CORPUS CHRISTI SHIP CHANNEL, THENCE ABOUT 0.4 MILE
 AH0342'NORTH ALONG NORTH WATER STREET, THENCE ABOUT 0.1 MILE EAST ALONG DAN
 AH0342'REED STREET, AT THE U. S. ENGINEERS HEADQUARTERS, 130 FEET NORTH OF
 AH0342'THE CENTER LINE OF THE STREET, 87 FEET NORTHWEST OF THE NORTHWEST
 AH0342'CORNER OF THE OFFICE BUILDING, 2 FEET NORTHWEST OF A FENCE, AND IN THE
 AH0342'TOP OF A CONCRETE POST WHICH IS 8 FEET BELOW THE TOP OF THE GROUND AND
 AH0342'ACCESS TO WHICH IS HAD THROUGH AN 8-INCH IRON PIPE.
 AH0342
 AH0342                          STATION RECOVERY (1978)
 AH0342
 AH0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0342'NOT RECOVERED THIS DATE.
 AH0342
 AH0342                          STATION RECOVERY (1991)
 AH0342
 AH0342'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0339 ***********************************************************************
 AH0339  DESIGNATION -  877 5351 TIDAL 3
 AH0339  PID         -  AH0339
 AH0339  STATE/COUNTY-  TX/NUECES
 AH0339  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0339
 AH0339                         *CURRENT SURVEY CONTROL
 AH0339  ___________________________________________________________________
 AH0339* NAD 83(1986)-  27 47 48.     (N)    097 23 18.     (W)     SCALED    
 AH0339* NAVD 88     -         0.930  (meters)       3.05   (feet)  ADJUSTED  
 AH0339  ___________________________________________________________________
 AH0339  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH0339  DYNAMIC HT  -           0.929 (meters)       3.05  (feet)  COMP
 AH0339  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AH0339
 AH0339  VERT ORDER  -  FIRST     CLASS II
 AH0339
 AH0339.The horizontal coordinates were scaled from a topographic map and have
 AH0339.an estimated accuracy of +/- 6 seconds.
 AH0339
 AH0339.The orthometric height was determined by differential leveling
 AH0339.and adjusted by the National Geodetic Survey in June 1991..
 AH0339
 AH0339.The geoid height was determined by GEOID03.
 AH0339
 AH0339.The dynamic height is computed by dividing the NAVD 88
 AH0339.geopotential number by the normal gravity value computed on the
 AH0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0339.degrees latitude (g = 980.6199 gals.).
 AH0339
 AH0339.The modeled gravity was interpolated from observed gravity values.
 AH0339
 AH0339;                    North         East    Units  Estimated Accuracy
 AH0339;SPC TX S     - 5,236,480.      409,550.      MT  (+/- 180 meters Scaled)
 AH0339
 AH0339                          SUPERSEDED SURVEY CONTROL
 AH0339
 AH0339  NGVD 29 (??/??/92)    1.12   (m)            3.7    (f) COMPUTED    1 2
 AH0339
 AH0339.Superseded values are not recommended for survey control.
 AH0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0339.See file dsdata.txt to determine how the superseded data were derived.
 AH0339
 AH0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR587757(NAD 83)
 AH0339_MARKER: R = RIVET
 AH0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0339_SP_SET: BASIN
 AH0339_STAMPING: 3
 AH0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0339+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 AH0339
 AH0339  HISTORY     - Date     Condition        Report By
 AH0339  HISTORY     - UNK      MONUMENTED       CGS
 AH0339  HISTORY     - 1959     GOOD             NGS
 AH0339  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0339  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0339  HISTORY     - 20040307 GOOD             USPSQD
 AH0339
 AH0339                          STATION DESCRIPTION
 AH0339
 AH0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0339'0.6 MI E FROM CORPUS CHRISTI.
 AH0339'ABOUT 0.1 MILE SOUTH ALONG LOWER BROADWAY FROM THE POST-OFFICE AT
 AH0339'CORPUS CHRISTI, THENCE ABOUT 0.35 MILE EAST ALONG LAWRENCE STREET,
 AH0339'THENCE ABOUT 0.15 MILE EAST ALONG LAWRENCE STREET T-HEAD AND YACHT
 AH0339'BASIN ROAD, IN THE CORNER OF THE CONCRETE CAP IN THE SOUTHEAST CORNER
 AH0339'OF THE NORTH BASIN OF LAWRENCE STREET T-HEAD, 25 FEET EAST OF THE
 AH0339'SOUTHEAST CORNER OF USCGA BUILDING, 30 FEET NORTH OF THE CENTER LINE
 AH0339'OF MAIN T-HEAD ROAD, 19 FEET EAST OF A TIDE STAFF, 1.6 FEET NORTHWEST
 AH0339'OF A CONCRETE FENCE CORNER POST, AND ABOUT 0.5 FEET ABOVE THE LEVEL OF
 AH0339'THE ROAD.
 AH0339
 AH0339                          STATION RECOVERY (1978)
 AH0339
 AH0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0339'NOT RECOVERED THIS DATE.
 AH0339
 AH0339                          STATION RECOVERY (2001)
 AH0339
 AH0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0339'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH0339
 AH0339                          STATION RECOVERY (2004)
 AH0339
 AH0339'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0338 ***********************************************************************
 AH0338  DESIGNATION -  877 5351 TIDAL 4
 AH0338  PID         -  AH0338
 AH0338  STATE/COUNTY-  TX/NUECES
 AH0338  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0338
 AH0338                         *CURRENT SURVEY CONTROL
 AH0338  ___________________________________________________________________
 AH0338* NAD 83(1986)-  27 47 49.     (N)    097 23 19.     (W)     SCALED    
 AH0338* NAVD 88     -         0.932  (meters)       3.06   (feet)  ADJUSTED  
 AH0338  ___________________________________________________________________
 AH0338  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH0338  DYNAMIC HT  -           0.931 (meters)       3.05  (feet)  COMP
 AH0338  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AH0338
 AH0338  VERT ORDER  -  FIRST     CLASS II
 AH0338
 AH0338.The horizontal coordinates were scaled from a topographic map and have
 AH0338.an estimated accuracy of +/- 6 seconds.
 AH0338
 AH0338.The orthometric height was determined by differential leveling
 AH0338.and adjusted by the National Geodetic Survey in June 1991..
 AH0338
 AH0338.The geoid height was determined by GEOID03.
 AH0338
 AH0338.The dynamic height is computed by dividing the NAVD 88
 AH0338.geopotential number by the normal gravity value computed on the
 AH0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0338.degrees latitude (g = 980.6199 gals.).
 AH0338
 AH0338.The modeled gravity was interpolated from observed gravity values.
 AH0338
 AH0338;                    North         East    Units  Estimated Accuracy
 AH0338;SPC TX S     - 5,236,510.      409,520.      MT  (+/- 180 meters Scaled)
 AH0338
 AH0338                          SUPERSEDED SURVEY CONTROL
 AH0338
 AH0338  NGVD 29 (??/??/92)    1.12   (m)            3.7    (f) COMPUTED    1 2
 AH0338
 AH0338.Superseded values are not recommended for survey control.
 AH0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0338.See file dsdata.txt to determine how the superseded data were derived.
 AH0338
 AH0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR587757(NAD 83)
 AH0338_MARKER: R = RIVET
 AH0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0338_STAMPING: 4
 AH0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0338+STABILITY: SURFACE MOTION
 AH0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0338+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 AH0338
 AH0338  HISTORY     - Date     Condition        Report By
 AH0338  HISTORY     - UNK      MONUMENTED       CGS
 AH0338  HISTORY     - 1959     GOOD             NGS
 AH0338  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0338  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0338  HISTORY     - 20040307 GOOD             USPSQD
 AH0338
 AH0338                          STATION DESCRIPTION
 AH0338
 AH0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0338'0.55 MI E FROM CORPUS CHRISTI.
 AH0338'ABOUT 0.1 MILE SOUTH ALONG LOWER BROADWAY FROM THE POST-OFFICE AT
 AH0338'CORPUS CHRISTI, THENCE ABOUT 0.35 MILE EAST ALONG LAWRENCE STREET,
 AH0338'THENCE ABOUT 0.1 MILE EAST ALONG LAWRENCE STREET T-HEAD AND YACHT
 AH0338'BASIN ROAD, AT SLIP 25, IN THE TOP OF THE CONCRETE CAP OF SLIP 25, 30
 AH0338'FEET SOUTH OF THE CENTER LINE OF T-HEAD ROAD, 355 FEET WEST OF TIDAL
 AH0338'3, 1.5 FEET SOUTHEAST OF A CONCRETE FENCE POST, AND ABOUT 0.3 FEET
 AH0338'ABOVE THE LEVEL OF THE ROAD.
 AH0338
 AH0338                          STATION RECOVERY (1978)
 AH0338
 AH0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0338'NOT RECOVERED THIS DATE.
 AH0338
 AH0338                          STATION RECOVERY (2001)
 AH0338
 AH0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0338'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH0338
 AH0338                          STATION RECOVERY (2004)
 AH0338
 AH0338'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0337 ***********************************************************************
 AH0337  TIDAL BM    -  This is a Tidal Bench Mark.
 AH0337  DESIGNATION -  877 5351 TIDAL 5
 AH0337  PID         -  AH0337
 AH0337  STATE/COUNTY-  TX/NUECES
 AH0337  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0337
 AH0337                         *CURRENT SURVEY CONTROL
 AH0337  ___________________________________________________________________
 AH0337* NAD 83(1986)-  27 47 39.     (N)    097 23 27.     (W)     SCALED    
 AH0337* NAVD 88     -         3.975  (meters)      13.04   (feet)  ADJUSTED  
 AH0337  ___________________________________________________________________
 AH0337  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH0337  DYNAMIC HT  -           3.969 (meters)      13.02  (feet)  COMP
 AH0337  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AH0337
 AH0337  VERT ORDER  -  FIRST     CLASS II
 AH0337
 AH0337.The horizontal coordinates were scaled from a topographic map and have
 AH0337.an estimated accuracy of +/- 6 seconds.
 AH0337
 AH0337.The orthometric height was determined by differential leveling
 AH0337.and adjusted by the National Geodetic Survey in December 1997..
 AH0337
 AH0337.This Tidal Bench Mark is designated as VM 15612
 AH0337.by the Center for Operational Oceanographic Products and Services.
 AH0337
 AH0337.The geoid height was determined by GEOID03.
 AH0337
 AH0337.The dynamic height is computed by dividing the NAVD 88
 AH0337.geopotential number by the normal gravity value computed on the
 AH0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0337.degrees latitude (g = 980.6199 gals.).
 AH0337
 AH0337.The modeled gravity was interpolated from observed gravity values.
 AH0337
 AH0337;                    North         East    Units  Estimated Accuracy
 AH0337;SPC TX S     - 5,236,200.      409,300.      MT  (+/- 180 meters Scaled)
 AH0337
 AH0337                          SUPERSEDED SURVEY CONTROL
 AH0337
 AH0337  NAVD 88 (06/15/91)    3.964  (m)           13.01   (f) UNKNOWN     1 2
 AH0337  NGVD 29 (??/??/92)    4.16   (m)           13.6    (f) COMPUTED    1 2
 AH0337
 AH0337.Superseded values are not recommended for survey control.
 AH0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0337.See file dsdata.txt to determine how the superseded data were derived.
 AH0337
 AH0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR585754(NAD 83)
 AH0337_MARKER: R = RIVET
 AH0337_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH0337_SP_SET: SEAWALL
 AH0337_STAMPING: 5
 AH0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0337+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AH0337
 AH0337  HISTORY     - Date     Condition        Report By
 AH0337  HISTORY     - UNK      MONUMENTED       CGS
 AH0337  HISTORY     - 1959     GOOD             NGS
 AH0337  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0337  HISTORY     - 19970209 GOOD             NGS
 AH0337
 AH0337                          STATION DESCRIPTION
 AH0337
 AH0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0337'0.45 MI E FROM CORPUS CHRISTI.
 AH0337'ABOUT 0.1 MILE SOUTH ALONG LOWER BROADWAY FROM THE POST-OFFICE AT
 AH0337'CORPUS CHRISTI, THENCE ABOUT 0.35 MILE EAST ALONG LAWRENCE STREET, AT
 AH0337'THE ENTRANCE TO THE LAWRENCE STREET T-HEAD YACHT BASIN, IN THE TOP OF
 AH0337'THE CONCRETE SEAWALL ALONG NORTH SHORELINE BOULEVARD, 60 FEET SOUTH OF
 AH0337'THE EXTENDED CENTER LINE OF LAWRENCE STREET, 45 FEET EAST OF THE EAST
 AH0337'TRAFFIC LANE OF NORTH SHORELINE BOULEVARD, 30 FEET NORTH OF THE CENTER
 AH0337'LINE OF T-HEAD ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF NORTH
 AH0337'BROADWAY BOULEVARD.
 AH0337
 AH0337                          STATION RECOVERY (1978)
 AH0337
 AH0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0337'NOT RECOVERED THIS DATE
 AH0337
 AH0337                          STATION RECOVERY (1997)
 AH0337
 AH0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0337'IN CORPUS CHRISTI, AT THE INTERSECTION OF NORTH SHORELINE BOULEVARD
 AH0337'AND THE LAWRENCE STREET T-HEAD, A RIVET IN A CONCRETE SEAWALL ALONG
 AH0337'THE EAST SIDE OF THE BOULEVARD, 24.4 M (80.1 FT) SOUTH OF BENCH MARK
 AH0337'877 5351 D TIDAL, 13.6 M (44.6 FT) EAST OF THE CENTER OF THE
 AH0337'NORTHBOUND LANES OF THE BOULEVARD, 9.5 M (31.2 FT) NORTH OF THE
 AH0337'CENTERLINE OF THE T-HEAD, 4.9 M (16.1 FT) NORTH OF THE SOUTH END OF
 AH0337'THE SEAWALL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8482 ***********************************************************************
 AC8482  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8482  DESIGNATION -  877 5531 TIDAL 1
 AC8482  PID         -  AC8482
 AC8482  STATE/COUNTY-  TX/NUECES
 AC8482  USGS QUAD   -  OSO CREEK NE (1975)
 AC8482
 AC8482                         *CURRENT SURVEY CONTROL
 AC8482  ___________________________________________________________________
 AC8482* NAD 83(1986)-  27 43 10.     (N)    097 20 00.     (W)     SCALED    
 AC8482* NAVD 88     -         2.338  (meters)       7.67   (feet)  ADJUSTED  
 AC8482  ___________________________________________________________________
 AC8482  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AC8482  DYNAMIC HT  -           2.334 (meters)       7.66  (feet)  COMP
 AC8482  MODELED GRAV-     979,128.1   (mgal)                       NAVD 88
 AC8482
 AC8482  VERT ORDER  -  FIRST     CLASS II
 AC8482
 AC8482.The horizontal coordinates were scaled from a topographic map and have
 AC8482.an estimated accuracy of +/- 6 seconds.
 AC8482
 AC8482.The orthometric height was determined by differential leveling
 AC8482.and adjusted by the National Geodetic Survey in December 1997..
 AC8482
 AC8482.This Tidal Bench Mark is designated as VM 14115
 AC8482.by the Center for Operational Oceanographic Products and Services.
 AC8482
 AC8482.The geoid height was determined by GEOID03.
 AC8482
 AC8482.The dynamic height is computed by dividing the NAVD 88
 AC8482.geopotential number by the normal gravity value computed on the
 AC8482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8482.degrees latitude (g = 980.6199 gals.).
 AC8482
 AC8482.The modeled gravity was interpolated from observed gravity values.
 AC8482
 AC8482;                    North         East    Units  Estimated Accuracy
 AC8482;SPC TX S     - 5,227,970.      415,050.      MT  (+/- 180 meters Scaled)
 AC8482
 AC8482                          SUPERSEDED SURVEY CONTROL
 AC8482
 AC8482.No superseded survey control is available for this station.
 AC8482
 AC8482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR643672(NAD 83)
 AC8482_MARKER: DV = VERTICAL CONTROL DISK
 AC8482_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8482_SP_SET: SEAWALL
 AC8482_STAMPING: NO 1 1973
 AC8482_MARK LOGO: NGS   
 AC8482_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8482+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AC8482
 AC8482  HISTORY     - Date     Condition        Report By
 AC8482  HISTORY     - 1973     MONUMENTED       NGS
 AC8482  HISTORY     - 19970209 GOOD             NGS
 AC8482  HISTORY     - 20020628 GOOD             USPSQD
 AC8482  HISTORY     - 20040312 GOOD             USPSQD
 AC8482  HISTORY     - 20050820 GOOD             USPSQD
 AC8482
 AC8482                          STATION DESCRIPTION
 AC8482
 AC8482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8482'IN CORPUS CHRISTI, IN TOP OF AND 2.2 M (7.2 FT) WEST OF THE EAST END
 AC8482'OF THE CONCRETE SEAWALL BEHIND THE COUNTY LINE BARBECUE RESTAURANT AT
 AC8482'6102 OCEAN DRIVE, 55.9 M (183.4 FT) NORTH OF THE CENTERLINE OF THE
 AC8482'WESTBOUND LANES OF THE DRIVE, 34.4 M (112.9 FT) EAST OF THE NORTHEAST
 AC8482'CORNER OF THE RESTAURANT, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AC8482'DRIVE.
 AC8482
 AC8482                          STATION RECOVERY (2002)
 AC8482
 AC8482'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AC8482'RECOVERED IN GOOD CONDITION.
 AC8482
 AC8482                          STATION RECOVERY (2004)
 AC8482
 AC8482'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8482'RECOVERED IN GOOD CONDITION.
 AC8482
 AC8482                          STATION RECOVERY (2005)
 AC8482
 AC8482'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AC8482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8483 ***********************************************************************
 AC8483  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8483  DESIGNATION -  877 5531 TIDAL 3
 AC8483  PID         -  AC8483
 AC8483  STATE/COUNTY-  TX/NUECES
 AC8483  USGS QUAD   -  OSO CREEK NE (1975)
 AC8483
 AC8483                         *CURRENT SURVEY CONTROL
 AC8483  ___________________________________________________________________
 AC8483* NAD 83(1986)-  27 43 12.     (N)    097 20 03.     (W)     SCALED    
 AC8483* NAVD 88     -         1.689  (meters)       5.54   (feet)  ADJUSTED  
 AC8483  ___________________________________________________________________
 AC8483  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AC8483  DYNAMIC HT  -           1.686 (meters)       5.53  (feet)  COMP
 AC8483  MODELED GRAV-     979,128.1   (mgal)                       NAVD 88
 AC8483
 AC8483  VERT ORDER  -  FIRST     CLASS II
 AC8483
 AC8483.The horizontal coordinates were scaled from a topographic map and have
 AC8483.an estimated accuracy of +/- 6 seconds.
 AC8483
 AC8483.The orthometric height was determined by differential leveling
 AC8483.and adjusted by the National Geodetic Survey in December 1997..
 AC8483
 AC8483.This Tidal Bench Mark is designated as VM 14117
 AC8483.by the Center for Operational Oceanographic Products and Services.
 AC8483
 AC8483.The geoid height was determined by GEOID03.
 AC8483
 AC8483.The dynamic height is computed by dividing the NAVD 88
 AC8483.geopotential number by the normal gravity value computed on the
 AC8483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8483.degrees latitude (g = 980.6199 gals.).
 AC8483
 AC8483.The modeled gravity was interpolated from observed gravity values.
 AC8483
 AC8483;                    North         East    Units  Estimated Accuracy
 AC8483;SPC TX S     - 5,228,030.      414,960.      MT  (+/- 180 meters Scaled)
 AC8483
 AC8483                          SUPERSEDED SURVEY CONTROL
 AC8483
 AC8483.No superseded survey control is available for this station.
 AC8483
 AC8483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR642672(NAD 83)
 AC8483_MARKER: DB = BENCH MARK DISK
 AC8483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC8483_SP_SET: HEADWALL
 AC8483_STAMPING: NO 3 1973
 AC8483_MARK LOGO: NGS   
 AC8483_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8483+STABILITY: SURFACE MOTION
 AC8483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8483+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AC8483
 AC8483  HISTORY     - Date     Condition        Report By
 AC8483  HISTORY     - 1973     MONUMENTED       NGS
 AC8483  HISTORY     - 19970209 GOOD             NGS
 AC8483  HISTORY     - 20040312 GOOD             USPSQD
 AC8483  HISTORY     - 20050820 MARK NOT FOUND   USPSQD
 AC8483
 AC8483                          STATION DESCRIPTION
 AC8483
 AC8483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8483'IN CORPUS CHRISTI, AT 6102 OCEAN DRIVE, IN TOP OF AND 0.3 M (1.0 FT)
 AC8483'WEST OF THE EAST END OF THE CONCRETE HEADWALL OF A CULVERT, 77.0 M
 AC8483'(252.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AC8483'DRIVE, 17.3 M (56.8 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AC8483'COUNTY LINE BARBECUE RESTAURANT AT 6102 OCEAN DRIVE, AND 0.5 M (1.6
 AC8483'FT) ABOVE THE LEVEL OF THE DRIVE.
 AC8483
 AC8483                          STATION RECOVERY (2004)
 AC8483
 AC8483'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8483'RECOVERED IN GOOD CONDITION.
 AC8483
 AC8483                          STATION RECOVERY (2005)
 AC8483
 AC8483'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AC8483'IT APPEARS THAT THE HEADWALL HAS BEEN DESTROYED.  LARGE CHUNKS OF
 AC8483'CONCRETE LITTER THE AREA AND IT LOOKS AS IF THE EXISTING CONCRETE
 AC8483'CULVERT WAS RECENTLY INSTALLED.  THERE IS STILL CONSTRUCTION IN THE
 AC8483'IMMEDIATE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8484 ***********************************************************************
 AC8484  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8484  DESIGNATION -  877 5531 TIDAL 4
 AC8484  PID         -  AC8484
 AC8484  STATE/COUNTY-  TX/NUECES
 AC8484  USGS QUAD   -  OSO CREEK NE (1975)
 AC8484
 AC8484                         *CURRENT SURVEY CONTROL
 AC8484  ___________________________________________________________________
 AC8484* NAD 83(1986)-  27 43 09.     (N)    097 20 02.     (W)     SCALED    
 AC8484* NAVD 88     -         3.483  (meters)      11.43   (feet)  ADJUSTED  
 AC8484  ___________________________________________________________________
 AC8484  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AC8484  DYNAMIC HT  -           3.478 (meters)      11.41  (feet)  COMP
 AC8484  MODELED GRAV-     979,128.1   (mgal)                       NAVD 88
 AC8484
 AC8484  VERT ORDER  -  FIRST     CLASS II
 AC8484
 AC8484.The horizontal coordinates were scaled from a topographic map and have
 AC8484.an estimated accuracy of +/- 6 seconds.
 AC8484
 AC8484.The orthometric height was determined by differential leveling
 AC8484.and adjusted by the National Geodetic Survey in December 1997..
 AC8484
 AC8484.This Tidal Bench Mark is designated as VM 14118
 AC8484.by the Center for Operational Oceanographic Products and Services.
 AC8484
 AC8484.The geoid height was determined by GEOID03.
 AC8484
 AC8484.The dynamic height is computed by dividing the NAVD 88
 AC8484.geopotential number by the normal gravity value computed on the
 AC8484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8484.degrees latitude (g = 980.6199 gals.).
 AC8484
 AC8484.The modeled gravity was interpolated from observed gravity values.
 AC8484
 AC8484;                    North         East    Units  Estimated Accuracy
 AC8484;SPC TX S     - 5,227,940.      414,990.      MT  (+/- 180 meters Scaled)
 AC8484
 AC8484                          SUPERSEDED SURVEY CONTROL
 AC8484
 AC8484.No superseded survey control is available for this station.
 AC8484
 AC8484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR642672(NAD 83)
 AC8484_MARKER: DB = BENCH MARK DISK
 AC8484_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC8484_SP_SET: FOOTING
 AC8484_STAMPING: NO 4 1973
 AC8484_MARK LOGO: NGS   
 AC8484_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8484+STABILITY: SURFACE MOTION
 AC8484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8484+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AC8484
 AC8484  HISTORY     - Date     Condition        Report By
 AC8484  HISTORY     - 1973     MONUMENTED       NGS
 AC8484  HISTORY     - 19970209 GOOD             NGS
 AC8484  HISTORY     - 20020628 GOOD             USPSQD
 AC8484  HISTORY     - 20040312 GOOD             USPSQD
 AC8484  HISTORY     - 20050820 GOOD             USPSQD
 AC8484
 AC8484                          STATION DESCRIPTION
 AC8484
 AC8484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8484'IN CORPUS CHRISTI, AT 6102 OCEAN DRIVE, NEAR THE SOUTHWEST CORNER OF A
 AC8484'CONCRETE FOOTING FOR A UTILITY POLE (POLE REMOVED) , 29.3 M (96.1 FT)
 AC8484'SOUTH OF THE SOUTH ENTRANCE INTO THE COUNTY LINE BARBECUE RESTAURANT
 AC8484'AT 6102 OCEAN DRIVE, 10.0 M (32.8 FT) NORTH OF THE CENTERLINE OF THE
 AC8484'WESTBOUND LANES OF THE DRIVE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AC8484'DRIVE, 4.9 M (16.1 FT) NORTH OF A HISTORICAL MARKER, AND THE FOOTING
 AC8484'IS FLUSH WITH AND SURROUNDED BY A SIDEWALK LEADING TO THE RESTAURANT.
 AC8484
 AC8484                          STATION RECOVERY (2002)
 AC8484
 AC8484'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AC8484'RECOVERED IN GOOD CONDITION.
 AC8484
 AC8484                          STATION RECOVERY (2004)
 AC8484
 AC8484'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8484'RECOVERED IN GOOD CONDITION.
 AC8484
 AC8484                          STATION RECOVERY (2005)
 AC8484
 AC8484'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AC8484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8485 ***********************************************************************
 AC8485  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8485  DESIGNATION -  877 5531 TIDAL 5
 AC8485  PID         -  AC8485
 AC8485  STATE/COUNTY-  TX/NUECES
 AC8485  USGS QUAD   -  OSO CREEK NE (1975)
 AC8485
 AC8485                         *CURRENT SURVEY CONTROL
 AC8485  ___________________________________________________________________
 AC8485* NAD 83(1986)-  27 43 08.     (N)    097 20 03.     (W)     SCALED    
 AC8485* NAVD 88     -         2.949  (meters)       9.68   (feet)  ADJUSTED  
 AC8485  ___________________________________________________________________
 AC8485  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AC8485  DYNAMIC HT  -           2.945 (meters)       9.66  (feet)  COMP
 AC8485  MODELED GRAV-     979,128.1   (mgal)                       NAVD 88
 AC8485
 AC8485  VERT ORDER  -  FIRST     CLASS II
 AC8485
 AC8485.The horizontal coordinates were scaled from a topographic map and have
 AC8485.an estimated accuracy of +/- 6 seconds.
 AC8485
 AC8485.The orthometric height was determined by differential leveling
 AC8485.and adjusted by the National Geodetic Survey in December 1997..
 AC8485
 AC8485.This Tidal Bench Mark is designated as VM 14119
 AC8485.by the Center for Operational Oceanographic Products and Services.
 AC8485
 AC8485.The geoid height was determined by GEOID03.
 AC8485
 AC8485.The dynamic height is computed by dividing the NAVD 88
 AC8485.geopotential number by the normal gravity value computed on the
 AC8485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8485.degrees latitude (g = 980.6199 gals.).
 AC8485
 AC8485.The modeled gravity was interpolated from observed gravity values.
 AC8485
 AC8485;                    North         East    Units  Estimated Accuracy
 AC8485;SPC TX S     - 5,227,910.      414,970.      MT  (+/- 180 meters Scaled)
 AC8485
 AC8485                          SUPERSEDED SURVEY CONTROL
 AC8485
 AC8485.No superseded survey control is available for this station.
 AC8485
 AC8485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR642671(NAD 83)
 AC8485_MARKER: DB = BENCH MARK DISK
 AC8485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC8485_SP_SET: STORM DRAIN
 AC8485_STAMPING: NO 5 1973
 AC8485_MARK LOGO: NGS   
 AC8485_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8485+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AC8485
 AC8485  HISTORY     - Date     Condition        Report By
 AC8485  HISTORY     - 1973     MONUMENTED       NGS
 AC8485  HISTORY     - 19970209 GOOD             NGS
 AC8485  HISTORY     - 20020628 GOOD             USPSQD
 AC8485  HISTORY     - 20040312 GOOD             USPSQD
 AC8485  HISTORY     - 20050820 MARK NOT FOUND   USPSQD
 AC8485
 AC8485                          STATION DESCRIPTION
 AC8485
 AC8485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8485'IN CORPUS CHRISTI, AT THE INTERSECTION OF OCEAN DRIVE AND ALAMEDA
 AC8485'STREET, NEAR THE SOUTHEAST CORNER OF A STORM DRAIN, 15.0 M (49.2 FT)
 AC8485'SOUTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE DRIVE, 8.9 M
 AC8485'(29.2 FT) NORTHWEST OF A POLE SUPPORTING A SIGNAL LIGHT, 8.4 M (27.6
 AC8485'FT) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANE OF THE STREET
 AC8485'LEADING TO THE WESTBOUND LANES OF THE DRIVE, AND 0.3 M (1.0 FT) ABOVE
 AC8485'THE LEVEL OF THE DRIVE.
 AC8485
 AC8485                          STATION RECOVERY (2002)
 AC8485
 AC8485'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AC8485'RECOVERED IN GOOD CONDITION.
 AC8485
 AC8485                          STATION RECOVERY (2004)
 AC8485
 AC8485'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8485'RECOVERED IN GOOD CONDITION.
 AC8485
 AC8485                          STATION RECOVERY (2005)
 AC8485
 AC8485'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AC8485'ROAD CONSTRUCTION HAS COVERED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8464 ***********************************************************************
 AC8464  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8464  DESIGNATION -  877 5792 A TIDAL
 AC8464  PID         -  AC8464
 AC8464  STATE/COUNTY-  TX/NUECES
 AC8464  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8464
 AC8464                         *CURRENT SURVEY CONTROL
 AC8464  ___________________________________________________________________
 AC8464* NAD 83(1986)-  27 38 05.     (N)    097 14 15.     (W)     SCALED    
 AC8464* NAVD 88     -         0.840  (meters)       2.76   (feet)  ADJUSTED  
 AC8464  ___________________________________________________________________
 AC8464  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AC8464  DYNAMIC HT  -           0.839 (meters)       2.75  (feet)  COMP
 AC8464  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 AC8464
 AC8464  VERT ORDER  -  FIRST     CLASS II
 AC8464
 AC8464.The horizontal coordinates were scaled from a topographic map and have
 AC8464.an estimated accuracy of +/- 6 seconds.
 AC8464
 AC8464.The orthometric height was determined by differential leveling
 AC8464.and adjusted by the National Geodetic Survey in December 1997..
 AC8464
 AC8464.This Tidal Bench Mark is designated as VM 12210
 AC8464.by the Center for Operational Oceanographic Products and Services.
 AC8464
 AC8464.The geoid height was determined by GEOID03.
 AC8464
 AC8464.The dynamic height is computed by dividing the NAVD 88
 AC8464.geopotential number by the normal gravity value computed on the
 AC8464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8464.degrees latitude (g = 980.6199 gals.).
 AC8464
 AC8464.The modeled gravity was interpolated from observed gravity values.
 AC8464
 AC8464;                    North         East    Units  Estimated Accuracy
 AC8464;SPC TX S     - 5,218,670.      424,590.      MT  (+/- 180 meters Scaled)
 AC8464
 AC8464                          SUPERSEDED SURVEY CONTROL
 AC8464
 AC8464.No superseded survey control is available for this station.
 AC8464
 AC8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR738579(NAD 83)
 AC8464_MARKER: DJ = TIDAL STATION DISK
 AC8464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8464_STAMPING: 5792 A 1988
 AC8464_MARK LOGO: NOS   
 AC8464_PROJECTION: RECESSED 10 CENTIMETERS
 AC8464_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8464+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8464_ROD/PIPE-DEPTH: 17.1 meters
 AC8464
 AC8464  HISTORY     - Date     Condition        Report By
 AC8464  HISTORY     - 1988     MONUMENTED       NOS
 AC8464  HISTORY     - 19970204 GOOD             NGS
 AC8464
 AC8464                          STATION DESCRIPTION
 AC8464
 AC8464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8464'22.9 KM (14.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8464'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AC8464'0.6 KM (0.35 MI) WESTERLY ALONG THE INTRACOASTAL WATERWAY TURN AROUND,
 AC8464'THENCE 0.4 KM (0.25 MI) WESTERLY ALONG THE NORTH INTRACOASTAL WATERWAY
 AC8464'TURN AROUND, 77.7 M (254.9 FT) NORTH OF THE ROAD CENTERLINE, 16.6 M
 AC8464'(54.5 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE CAUSEWAY BAIT AND
 AC8464'TACKLE SHOP, 9.7 M (31.8 FT) WEST OF THE NORTHWEST CORNER OF THE BAIT
 AC8464'SHOP, 3.3 M (10.8 FT) NORTHWEST OF A UTILITY POLE, 1.7 M (5.6 FT)
 AC8464'SOUTH OF THE NORTH BULKHEAD, 1.6 M (5.2 FT) EAST OF THE WEST BULKHEAD,
 AC8464'0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) EAST OF
 AC8464'THE EAST EDGE OF A SIDEWALK.  NOTE--THE DISK IS ENCASED IN A 5-INCH
 AC8464'PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8465 ***********************************************************************
 AC8465  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8465  DESIGNATION -  877 5792 B TIDAL
 AC8465  PID         -  AC8465
 AC8465  STATE/COUNTY-  TX/NUECES
 AC8465  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8465
 AC8465                         *CURRENT SURVEY CONTROL
 AC8465  ___________________________________________________________________
 AC8465* NAD 83(1986)-  27 38 03.     (N)    097 14 16.     (W)     SCALED    
 AC8465* NAVD 88     -         0.822  (meters)       2.70   (feet)  ADJUSTED  
 AC8465  ___________________________________________________________________
 AC8465  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AC8465  DYNAMIC HT  -           0.821 (meters)       2.69  (feet)  COMP
 AC8465  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 AC8465
 AC8465  VERT ORDER  -  FIRST     CLASS II
 AC8465
 AC8465.The horizontal coordinates were scaled from a topographic map and have
 AC8465.an estimated accuracy of +/- 6 seconds.
 AC8465
 AC8465.The orthometric height was determined by differential leveling
 AC8465.and adjusted by the National Geodetic Survey in December 1997..
 AC8465
 AC8465.This Tidal Bench Mark is designated as VM 12211
 AC8465.by the Center for Operational Oceanographic Products and Services.
 AC8465
 AC8465.The geoid height was determined by GEOID03.
 AC8465
 AC8465.The dynamic height is computed by dividing the NAVD 88
 AC8465.geopotential number by the normal gravity value computed on the
 AC8465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8465.degrees latitude (g = 980.6199 gals.).
 AC8465
 AC8465.The modeled gravity was interpolated from observed gravity values.
 AC8465
 AC8465;                    North         East    Units  Estimated Accuracy
 AC8465;SPC TX S     - 5,218,610.      424,560.      MT  (+/- 180 meters Scaled)
 AC8465
 AC8465                          SUPERSEDED SURVEY CONTROL
 AC8465
 AC8465.No superseded survey control is available for this station.
 AC8465
 AC8465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR738579(NAD 83)
 AC8465_MARKER: DJ = TIDAL STATION DISK
 AC8465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8465_STAMPING: 5792 B 1988
 AC8465_MARK LOGO: NOS   
 AC8465_PROJECTION: FLUSH
 AC8465_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8465+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8465_ROD/PIPE-DEPTH: 11.0 meters
 AC8465
 AC8465  HISTORY     - Date     Condition        Report By
 AC8465  HISTORY     - 1988     MONUMENTED       NOS
 AC8465  HISTORY     - 19970204 GOOD             NGS
 AC8465
 AC8465                          STATION DESCRIPTION
 AC8465
 AC8465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8465'22.9 KM (14.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8465'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AC8465'0.6 KM (0.35 MI) WESTERLY ALONG THE INTRACOASTAL WATERWAY TURN AROUND,
 AC8465'THENCE 0.5 KM (0.30 MI) WESTERLY ALONG THE SOUTH INTRACOASTAL WATERWAY
 AC8465'TURN AROUND, 19.3 M (63.3 FT) NORTH OF THE CENTERLINE OF THE SOUTH
 AC8465'TURN AROUND, 18.4 M (60.4 FT) SOUTH OF THE CENTERLINE OF THE NORTH
 AC8465'TURN AROUND, 1.6 M (5.2 FT) WEST OF THE CENTER COLUMN OF THE 11TH PIER
 AC8465'WEST OF THE EAST ABUTMENT, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND
 AC8465'0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--THE DISK IS ENCASED
 AC8465'IN A 5-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8463 ***********************************************************************
 AC8463  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8463  DESIGNATION -  877 5792 C TIDAL
 AC8463  PID         -  AC8463
 AC8463  STATE/COUNTY-  TX/NUECES
 AC8463  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8463
 AC8463                         *CURRENT SURVEY CONTROL
 AC8463  ___________________________________________________________________
 AC8463* NAD 83(1986)-  27 38 01.     (N)    097 14 13.     (W)     SCALED    
 AC8463* NAVD 88     -         1.447  (meters)       4.75   (feet)  ADJUSTED  
 AC8463  ___________________________________________________________________
 AC8463  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AC8463  DYNAMIC HT  -           1.445 (meters)       4.74  (feet)  COMP
 AC8463  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 AC8463
 AC8463  VERT ORDER  -  FIRST     CLASS II
 AC8463
 AC8463.The horizontal coordinates were scaled from a topographic map and have
 AC8463.an estimated accuracy of +/- 6 seconds.
 AC8463
 AC8463.The orthometric height was determined by differential leveling
 AC8463.and adjusted by the National Geodetic Survey in December 1997..
 AC8463
 AC8463.This Tidal Bench Mark is designated as VM 12212
 AC8463.by the Center for Operational Oceanographic Products and Services.
 AC8463
 AC8463.The geoid height was determined by GEOID03.
 AC8463
 AC8463.The dynamic height is computed by dividing the NAVD 88
 AC8463.geopotential number by the normal gravity value computed on the
 AC8463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8463.degrees latitude (g = 980.6199 gals.).
 AC8463
 AC8463.The modeled gravity was interpolated from observed gravity values.
 AC8463
 AC8463;                    North         East    Units  Estimated Accuracy
 AC8463;SPC TX S     - 5,218,550.      424,650.      MT  (+/- 180 meters Scaled)
 AC8463
 AC8463                          SUPERSEDED SURVEY CONTROL
 AC8463
 AC8463.No superseded survey control is available for this station.
 AC8463
 AC8463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR739578(NAD 83)
 AC8463_MARKER: DJ = TIDAL STATION DISK
 AC8463_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8463_SP_SET: PILE CAP
 AC8463_STAMPING: 5792 C 1988
 AC8463_MARK LOGO: NOS   
 AC8463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8463+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8463
 AC8463  HISTORY     - Date     Condition        Report By
 AC8463  HISTORY     - 1988     MONUMENTED       NOS
 AC8463  HISTORY     - 19970204 GOOD             NGS
 AC8463  HISTORY     - 20020628 GOOD             USPSQD
 AC8463
 AC8463                          STATION DESCRIPTION
 AC8463
 AC8463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8463'22.9 KM (14.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AN PARK ROAD
 AC8463'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AC8463'0.6 KM (0.35 MI) WESTERLY ALONG THE INTRACOASTAL WATERWAY TURN AROUND,
 AC8463'THENCE 0.4 KM (0.25 MI) WESTERLY ALONG THE SOUTH INTRACOASTAL WATERWAY
 AC8463'TURN AROUND, IN TOP OF AND 6.0 M (19.7 FT) SOUTH OF THE NORTH END OF
 AC8463'THE CONCRETE PILE CAP OF THE 7TH PIER WEST OF THE EAST ABUTMENT OF THE
 AC8463'JFK CAUSEWAY SPANNING THE INTRACOASTAL WATERWAY, 21.9 M (71.9 FT)
 AC8463'SOUTHEAST OF THE CENTER OF THE NORTH TURN AROUND, 21.4 M (70.2 FT)
 AC8463'NORTHWEST OF THE CENTER OF THE SOUTH TURN AROUND, AND 0.5 M (1.6 FT)
 AC8463'NORTH OF THE CENTER COLUMN OF THE PIER.
 AC8463
 AC8463                          STATION RECOVERY (2002)
 AC8463
 AC8463'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AC8463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8462 ***********************************************************************
 AC8462  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8462  DESIGNATION -  877 5792 D TIDAL
 AC8462  PID         -  AC8462
 AC8462  STATE/COUNTY-  TX/NUECES
 AC8462  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8462
 AC8462                         *CURRENT SURVEY CONTROL
 AC8462  ___________________________________________________________________
 AC8462* NAD 83(1986)-  27 37 59.     (N)    097 14 08.     (W)     SCALED    
 AC8462* NAVD 88     -         0.747  (meters)       2.45   (feet)  ADJUSTED  
 AC8462  ___________________________________________________________________
 AC8462  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AC8462  DYNAMIC HT  -           0.745 (meters)       2.44  (feet)  COMP
 AC8462  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 AC8462
 AC8462  VERT ORDER  -  FIRST     CLASS II
 AC8462
 AC8462.The horizontal coordinates were scaled from a topographic map and have
 AC8462.an estimated accuracy of +/- 6 seconds.
 AC8462
 AC8462.The orthometric height was determined by differential leveling
 AC8462.and adjusted by the National Geodetic Survey in December 1997..
 AC8462
 AC8462.This Tidal Bench Mark is designated as VM 12213
 AC8462.by the Center for Operational Oceanographic Products and Services.
 AC8462
 AC8462.The geoid height was determined by GEOID03.
 AC8462
 AC8462.The dynamic height is computed by dividing the NAVD 88
 AC8462.geopotential number by the normal gravity value computed on the
 AC8462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8462.degrees latitude (g = 980.6199 gals.).
 AC8462
 AC8462.The modeled gravity was interpolated from observed gravity values.
 AC8462
 AC8462;                    North         East    Units  Estimated Accuracy
 AC8462;SPC TX S     - 5,218,490.      424,780.      MT  (+/- 180 meters Scaled)
 AC8462
 AC8462                          SUPERSEDED SURVEY CONTROL
 AC8462
 AC8462.No superseded survey control is available for this station.
 AC8462
 AC8462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR740577(NAD 83)
 AC8462_MARKER: DJ = TIDAL STATION DISK
 AC8462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8462_STAMPING: 5792 D 1988
 AC8462_MARK LOGO: NOS   
 AC8462_PROJECTION: FLUSH
 AC8462_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8462+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8462_ROD/PIPE-DEPTH: 18.3 meters
 AC8462
 AC8462  HISTORY     - Date     Condition        Report By
 AC8462  HISTORY     - 1988     MONUMENTED       NOS
 AC8462  HISTORY     - 19970204 GOOD             NGS
 AC8462
 AC8462                          STATION DESCRIPTION
 AC8462
 AC8462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8462'22.1 KM (13.75 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8462'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AC8462'0.6 KM (0.35 MI) WESTERLY ALONG THE INTRACOASTAL WATERWAY TURN AROUND,
 AC8462'THENCE 0.2 KM (0.10 MI) WESTERLY ALONG THE SOUTH INTRACOASTAL WATERWAY
 AC8462'TURN AROUND, 35.6 M (116.8 FT) NORTHWEST OF THE CENTERLINE OF THE TURN
 AC8462'AROUND, 8.2 M (26.9 FT) SOUTHWEST OF THE CENTER OF THE JFK CAUSEWAY,
 AC8462'1.3 M (4.3 FT) SOUTH OF THE SOUTH COLUMN OF THE 1ST PIER WEST OF THE
 AC8462'EAST ABUTMENT, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M
 AC8462'(1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A
 AC8462'5-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8466 ***********************************************************************
 AC8466  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8466  DESIGNATION -  877 5792 E TIDAL
 AC8466  PID         -  AC8466
 AC8466  STATE/COUNTY-  TX/NUECES
 AC8466  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8466
 AC8466                         *CURRENT SURVEY CONTROL
 AC8466  ___________________________________________________________________
 AC8466* NAD 83(1986)-  27 38 04.     (N)    097 14 19.     (W)     SCALED    
 AC8466* NAVD 88     -         1.597  (meters)       5.24   (feet)  ADJUSTED  
 AC8466  ___________________________________________________________________
 AC8466  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AC8466  DYNAMIC HT  -           1.595 (meters)       5.23  (feet)  COMP
 AC8466  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 AC8466
 AC8466  VERT ORDER  -  FIRST     CLASS II
 AC8466
 AC8466.The horizontal coordinates were scaled from a topographic map and have
 AC8466.an estimated accuracy of +/- 6 seconds.
 AC8466
 AC8466.The orthometric height was determined by differential leveling
 AC8466.and adjusted by the National Geodetic Survey in December 1997..
 AC8466
 AC8466.This Tidal Bench Mark is designated as VM 12214
 AC8466.by the Center for Operational Oceanographic Products and Services.
 AC8466
 AC8466.The geoid height was determined by GEOID03.
 AC8466
 AC8466.The dynamic height is computed by dividing the NAVD 88
 AC8466.geopotential number by the normal gravity value computed on the
 AC8466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8466.degrees latitude (g = 980.6199 gals.).
 AC8466
 AC8466.The modeled gravity was interpolated from observed gravity values.
 AC8466
 AC8466;                    North         East    Units  Estimated Accuracy
 AC8466;SPC TX S     - 5,218,640.      424,480.      MT  (+/- 180 meters Scaled)
 AC8466
 AC8466                          SUPERSEDED SURVEY CONTROL
 AC8466
 AC8466.No superseded survey control is available for this station.
 AC8466
 AC8466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR737579(NAD 83)
 AC8466_MARKER: DJ = TIDAL STATION DISK
 AC8466_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8466_SP_SET: PILE CAP
 AC8466_STAMPING: 5792 E 1988
 AC8466_MARK LOGO: NOS   
 AC8466_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8466+STABILITY: POSITION/ELEVATION WELL
 AC8466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8466+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8466
 AC8466  HISTORY     - Date     Condition        Report By
 AC8466  HISTORY     - 1988     MONUMENTED       NOS
 AC8466  HISTORY     - 19970204 GOOD             NGS
 AC8466
 AC8466                          STATION DESCRIPTION
 AC8466
 AC8466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8466'22.9 KM (14.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8466'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AC8466'0.6 KM (0.35 MI) WESTERLY ALONG THE INTRACOASTAL WATERWAY TURN AROUND,
 AC8466'IN TOP OF AND 1.3 M (4.3 FT) NORTH OF THE SOUTH END OF THE CONCRETE
 AC8466'PILE CAP OF THE 15TH PIER WEST OF THE EAST ABUTMENT OF THE JFK
 AC8466'CAUSEWAY BRIDGE SPANNING THE INTRACOASTAL WATERWAY, 32.2 M (105.6 FT)
 AC8466'NORTH OF THE CENTER OF THE SOUTH TURN AROUND, 5.8 M (19.0 FT) SOUTH OF
 AC8466'THE ROAD CENTER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.9 M
 AC8466'(3.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8459 ***********************************************************************
 AC8459  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8459  DESIGNATION -  877 5870 A TIDAL
 AC8459  PID         -  AC8459
 AC8459  STATE/COUNTY-  TX/NUECES
 AC8459  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AC8459
 AC8459                         *CURRENT SURVEY CONTROL
 AC8459  ___________________________________________________________________
 AC8459* NAD 83(1986)-  27 34 56.     (N)    097 13 13.     (W)     SCALED    
 AC8459* NAVD 88     -         2.608  (meters)       8.56   (feet)  ADJUSTED  
 AC8459  ___________________________________________________________________
 AC8459  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AC8459  DYNAMIC HT  -           2.605 (meters)       8.55  (feet)  COMP
 AC8459  MODELED GRAV-     979,124.4   (mgal)                       NAVD 88
 AC8459
 AC8459  VERT ORDER  -  FIRST     CLASS II
 AC8459
 AC8459.The horizontal coordinates were scaled from a topographic map and have
 AC8459.an estimated accuracy of +/- 6 seconds.
 AC8459
 AC8459.The orthometric height was determined by differential leveling
 AC8459.and adjusted by the National Geodetic Survey in December 1997..
 AC8459
 AC8459.This Tidal Bench Mark is designated as VM 884
 AC8459.by the Center for Operational Oceanographic Products and Services.
 AC8459
 AC8459.The geoid height was determined by GEOID03.
 AC8459
 AC8459.The dynamic height is computed by dividing the NAVD 88
 AC8459.geopotential number by the normal gravity value computed on the
 AC8459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8459.degrees latitude (g = 980.6199 gals.).
 AC8459
 AC8459.The modeled gravity was interpolated from observed gravity values.
 AC8459
 AC8459;                    North         East    Units  Estimated Accuracy
 AC8459;SPC TX S     - 5,212,870.      426,350.      MT  (+/- 180 meters Scaled)
 AC8459
 AC8459                          SUPERSEDED SURVEY CONTROL
 AC8459
 AC8459.No superseded survey control is available for this station.
 AC8459
 AC8459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR756521(NAD 83)
 AC8459_MARKER: DJ = TIDAL STATION DISK
 AC8459_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AC8459_STAMPING: 5870 A 1983
 AC8459_MARK LOGO: NOS   
 AC8459_PROJECTION: RECESSED 30 CENTIMETERS
 AC8459_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8459+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8459_ROD/PIPE-DEPTH: 6.0  meters
 AC8459
 AC8459  HISTORY     - Date     Condition        Report By
 AC8459  HISTORY     - 1983     MONUMENTED       NOS
 AC8459  HISTORY     - 19970204 GOOD             NGS
 AC8459
 AC8459                          STATION DESCRIPTION
 AC8459
 AC8459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8459'29.5 KM (18.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8459'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AC8459'0.6 KM (0.35 MI) EASTERLY ALONG THE PADRE BALLI PARK ENTRANCE ROAD,
 AC8459'THENCE 0.4 M (1.3 FT) SOUTHERLY ALONG A BEACH ROAD, THENCE 0.1 KM
 AC8459'(0.05 MI) WESTERLY ALONG A ROAD LEADING TO CAMP SITE 1, 7.0 M (23.0
 AC8459'FT) NORTH OF A UTILITY POLE, 6.4 M (21.0 FT) SOUTHEAST OF THE
 AC8459'NORTHEAST CORNER OF THE PAVEMENT FOR CAMP SITE 1, 6.3 M (20.7 FT)
 AC8459'SOUTH OF THE ROAD CENTER, 3.0 M (9.8 FT) EAST OF A WITNESS POST AND
 AC8459'THE SOUTH LEG OF A PARK INFORMATION SIGN, 0.3 M (1.0 FT) NORTH OF A
 AC8459'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 AC8459'NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.8 M
 AC8459'(2.6 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8456 ***********************************************************************
 AC8456  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8456  DESIGNATION -  877 5870 C TIDAL
 AC8456  PID         -  AC8456
 AC8456  STATE/COUNTY-  TX/NUECES
 AC8456  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AC8456
 AC8456                         *CURRENT SURVEY CONTROL
 AC8456  ___________________________________________________________________
 AC8456* NAD 83(1986)-  27 35 10.     (N)    097 13 12.     (W)     SCALED    
 AC8456* NAVD 88     -         1.769  (meters)       5.80   (feet)  ADJUSTED  
 AC8456  ___________________________________________________________________
 AC8456  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AC8456  DYNAMIC HT  -           1.767 (meters)       5.80  (feet)  COMP
 AC8456  MODELED GRAV-     979,124.7   (mgal)                       NAVD 88
 AC8456
 AC8456  VERT ORDER  -  FIRST     CLASS II
 AC8456
 AC8456.The horizontal coordinates were scaled from a topographic map and have
 AC8456.an estimated accuracy of +/- 6 seconds.
 AC8456
 AC8456.The orthometric height was determined by differential leveling
 AC8456.and adjusted by the National Geodetic Survey in December 1997..
 AC8456
 AC8456.This Tidal Bench Mark is designated as VM 886
 AC8456.by the Center for Operational Oceanographic Products and Services.
 AC8456
 AC8456.The geoid height was determined by GEOID03.
 AC8456
 AC8456.The dynamic height is computed by dividing the NAVD 88
 AC8456.geopotential number by the normal gravity value computed on the
 AC8456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8456.degrees latitude (g = 980.6199 gals.).
 AC8456
 AC8456.The modeled gravity was interpolated from observed gravity values.
 AC8456
 AC8456;                    North         East    Units  Estimated Accuracy
 AC8456;SPC TX S     - 5,213,300.      426,370.      MT  (+/- 180 meters Scaled)
 AC8456
 AC8456                          SUPERSEDED SURVEY CONTROL
 AC8456
 AC8456.No superseded survey control is available for this station.
 AC8456
 AC8456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR756526(NAD 83)
 AC8456_MARKER: DJ = TIDAL STATION DISK
 AC8456_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AC8456_STAMPING: 5870 C 1983
 AC8456_MARK LOGO: NOS   
 AC8456_PROJECTION: FLUSH
 AC8456_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8456+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8456_ROD/PIPE-DEPTH: 4.9  meters
 AC8456
 AC8456  HISTORY     - Date     Condition        Report By
 AC8456  HISTORY     - 1983     MONUMENTED       NOS
 AC8456  HISTORY     - 19970204 GOOD             NGS
 AC8456
 AC8456                          STATION DESCRIPTION
 AC8456
 AC8456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8456'29.5 KM (18.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8456'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AC8456'0.4 KM (0.25 MI) EASTERLY ALONG THE PADRE BALLI PARK ENTRANCE ROAD,
 AC8456'16.1 M (52.8 FT) NORTH OF THE ROAD CENTER, 14.3 M (46.9 FT) EAST OF
 AC8456'THE CENTER OF A PAVED ROAD, 2.7 M (8.9 FT) EAST OF A UTILITY POLE, 0.3
 AC8456'M (1.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 AC8456'OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 AC8456'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8455 ***********************************************************************
 AC8455  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8455  DESIGNATION -  877 5870 D TIDAL
 AC8455  PID         -  AC8455
 AC8455  STATE/COUNTY-  TX/NUECES
 AC8455  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AC8455
 AC8455                         *CURRENT SURVEY CONTROL
 AC8455  ___________________________________________________________________
 AC8455* NAD 83(1986)-  27 35 14.     (N)    097 13 19.     (W)     SCALED    
 AC8455* NAVD 88     -         1.917  (meters)       6.29   (feet)  ADJUSTED  
 AC8455  ___________________________________________________________________
 AC8455  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AC8455  DYNAMIC HT  -           1.914 (meters)       6.28  (feet)  COMP
 AC8455  MODELED GRAV-     979,124.7   (mgal)                       NAVD 88
 AC8455
 AC8455  VERT ORDER  -  FIRST     CLASS II
 AC8455
 AC8455.The horizontal coordinates were scaled from a topographic map and have
 AC8455.an estimated accuracy of +/- 6 seconds.
 AC8455
 AC8455.The orthometric height was determined by differential leveling
 AC8455.and adjusted by the National Geodetic Survey in December 1997..
 AC8455
 AC8455.This Tidal Bench Mark is designated as VM 887
 AC8455.by the Center for Operational Oceanographic Products and Services.
 AC8455
 AC8455.The geoid height was determined by GEOID03.
 AC8455
 AC8455.The dynamic height is computed by dividing the NAVD 88
 AC8455.geopotential number by the normal gravity value computed on the
 AC8455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8455.degrees latitude (g = 980.6199 gals.).
 AC8455
 AC8455.The modeled gravity was interpolated from observed gravity values.
 AC8455
 AC8455;                    North         East    Units  Estimated Accuracy
 AC8455;SPC TX S     - 5,213,420.      426,180.      MT  (+/- 180 meters Scaled)
 AC8455
 AC8455                          SUPERSEDED SURVEY CONTROL
 AC8455
 AC8455.No superseded survey control is available for this station.
 AC8455
 AC8455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR755527(NAD 83)
 AC8455_MARKER: DJ = TIDAL STATION DISK
 AC8455_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AC8455_STAMPING: 5870 D 1983
 AC8455_MARK LOGO: NOS   
 AC8455_PROJECTION: RECESSED 10 CENTIMETERS
 AC8455_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8455+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8455_ROD/PIPE-DEPTH: 5.8  meters
 AC8455
 AC8455  HISTORY     - Date     Condition        Report By
 AC8455  HISTORY     - 1983     MONUMENTED       NOS
 AC8455  HISTORY     - 19970204 GOOD             NGS
 AC8455
 AC8455                          STATION DESCRIPTION
 AC8455
 AC8455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8455'29.5 KM (18.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8455'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AC8455'0.2 KM (0.10 MI) EASTERLY ALONG THE PADRE BALLI PARK ENTRANCE ROAD,
 AC8455'16.0 M (52.5 FT) NORTHEAST OF UTILITY POLE NUMBER 4, 6.5 M (21.3 FT)
 AC8455'NORTH OF THE ROAD CENTER, 2.1 M (6.9 FT) NORTHWEST OF A WITNESS POST,
 AC8455'AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--THE DISK IS
 AC8455'ENCASED IN A 4-INCH PVC PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE
 AC8455'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8454 ***********************************************************************
 AC8454  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8454  DESIGNATION -  877 5870 E TIDAL
 AC8454  PID         -  AC8454
 AC8454  STATE/COUNTY-  TX/NUECES
 AC8454  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AC8454
 AC8454                         *CURRENT SURVEY CONTROL
 AC8454  ___________________________________________________________________
 AC8454* NAD 83(1986)-  27 35 14.     (N)    097 13 24.     (W)     SCALED    
 AC8454* NAVD 88     -         1.733  (meters)       5.69   (feet)  ADJUSTED  
 AC8454  ___________________________________________________________________
 AC8454  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AC8454  DYNAMIC HT  -           1.730 (meters)       5.68  (feet)  COMP
 AC8454  MODELED GRAV-     979,124.6   (mgal)                       NAVD 88
 AC8454
 AC8454  VERT ORDER  -  FIRST     CLASS II
 AC8454
 AC8454.The horizontal coordinates were scaled from a topographic map and have
 AC8454.an estimated accuracy of +/- 6 seconds.
 AC8454
 AC8454.The orthometric height was determined by differential leveling
 AC8454.and adjusted by the National Geodetic Survey in December 1997..
 AC8454
 AC8454.This Tidal Bench Mark is designated as VM 888
 AC8454.by the Center for Operational Oceanographic Products and Services.
 AC8454
 AC8454.The geoid height was determined by GEOID03.
 AC8454
 AC8454.The dynamic height is computed by dividing the NAVD 88
 AC8454.geopotential number by the normal gravity value computed on the
 AC8454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8454.degrees latitude (g = 980.6199 gals.).
 AC8454
 AC8454.The modeled gravity was interpolated from observed gravity values.
 AC8454
 AC8454;                    North         East    Units  Estimated Accuracy
 AC8454;SPC TX S     - 5,213,420.      426,040.      MT  (+/- 180 meters Scaled)
 AC8454
 AC8454                          SUPERSEDED SURVEY CONTROL
 AC8454
 AC8454.No superseded survey control is available for this station.
 AC8454
 AC8454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR753527(NAD 83)
 AC8454_MARKER: DJ = TIDAL STATION DISK
 AC8454_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AC8454_STAMPING: 5870 E 1983
 AC8454_MARK LOGO: NOS   
 AC8454_PROJECTION: FLUSH
 AC8454_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8454+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8454_ROD/PIPE-DEPTH: 5.8  meters
 AC8454
 AC8454  HISTORY     - Date     Condition        Report By
 AC8454  HISTORY     - 1983     MONUMENTED       NOS
 AC8454  HISTORY     - 19970204 GOOD             NGS
 AC8454
 AC8454                          STATION DESCRIPTION
 AC8454
 AC8454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8454'29.5 KM (18.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8454'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, 33.2 M
 AC8454'(108.9 FT) EAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE ROAD,
 AC8454'14.2 M (46.6 FT) SOUTH OF THE CENTER OF THE ENTRANCE ROAD TO THE PADRE
 AC8454'BALLI PARK, 9.9 M (32.5 FT) SOUTHWEST OF UTILITY POLE NUMBER 38 1, 0.5
 AC8454'M (1.6 FT) EAST OF THE SOUTHEAST CORNER OF A BLOCK WALL, 0.3 M (1.0
 AC8454'FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AC8454'ROAD.  NOTE--THE DISK IS ENCASED IN A 3-INCH PVC PIPE AND IS RECESSED
 AC8454'0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8458 ***********************************************************************
 AC8458  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8458  DESIGNATION -  877 5870 F TIDAL
 AC8458  PID         -  AC8458
 AC8458  STATE/COUNTY-  TX/NUECES
 AC8458  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AC8458
 AC8458                         *CURRENT SURVEY CONTROL
 AC8458  ___________________________________________________________________
 AC8458* NAD 83(1986)-  27 34 57.     (N)    097 13 10.     (W)     SCALED    
 AC8458* NAVD 88     -         2.834  (meters)       9.30   (feet)  ADJUSTED  
 AC8458  ___________________________________________________________________
 AC8458  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AC8458  DYNAMIC HT  -           2.829 (meters)       9.28  (feet)  COMP
 AC8458  MODELED GRAV-     979,124.5   (mgal)                       NAVD 88
 AC8458
 AC8458  VERT ORDER  -  FIRST     CLASS II
 AC8458
 AC8458.The horizontal coordinates were scaled from a topographic map and have
 AC8458.an estimated accuracy of +/- 6 seconds.
 AC8458
 AC8458.The orthometric height was determined by differential leveling
 AC8458.and adjusted by the National Geodetic Survey in December 1997..
 AC8458
 AC8458.This Tidal Bench Mark is designated as VM 889
 AC8458.by the Center for Operational Oceanographic Products and Services.
 AC8458
 AC8458.The geoid height was determined by GEOID03.
 AC8458
 AC8458.The dynamic height is computed by dividing the NAVD 88
 AC8458.geopotential number by the normal gravity value computed on the
 AC8458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8458.degrees latitude (g = 980.6199 gals.).
 AC8458
 AC8458.The modeled gravity was interpolated from observed gravity values.
 AC8458
 AC8458;                    North         East    Units  Estimated Accuracy
 AC8458;SPC TX S     - 5,212,900.      426,430.      MT  (+/- 180 meters Scaled)
 AC8458
 AC8458                          SUPERSEDED SURVEY CONTROL
 AC8458
 AC8458.No superseded survey control is available for this station.
 AC8458
 AC8458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR757522(NAD 83)
 AC8458_MARKER: DJ = TIDAL STATION DISK
 AC8458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8458_STAMPING: 5870 F 1985
 AC8458_MARK LOGO: NOS   
 AC8458_PROJECTION: FLUSH
 AC8458_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8458+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8458_ROD/PIPE-DEPTH: 17.1 meters
 AC8458
 AC8458  HISTORY     - Date     Condition        Report By
 AC8458  HISTORY     - 1985     MONUMENTED       NOS
 AC8458  HISTORY     - 19970204 GOOD             NGS
 AC8458
 AC8458                          STATION DESCRIPTION
 AC8458
 AC8458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8458'29.5 KM (18.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8458'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AC8458'0.6 KM (0.35 MI) EASTERLY ALONG THE PADRE BALLI PARK ENTRANCE ROAD,
 AC8458'THENCE 0.3 M (1.0 FT) SOUTHERLY ALONG A BEACH ROAD, 23.9 M (78.4 FT)
 AC8458'NORTH OF THE NORTHEAST CORNER OF A BATH HOUSE, 22.3 M (73.2 FT) WEST
 AC8458'OF THE ROAD CENTER, 18.0 M (59.1 FT) NORTHWEST OF UTILITY POLE NUMBER
 AC8458'32, 0.8 M (2.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A REST ROOM,
 AC8458'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) EAST OF
 AC8458'A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 AC8458'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8460 ***********************************************************************
 AC8460  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8460  DESIGNATION -  877 5870 G TIDAL
 AC8460  PID         -  AC8460
 AC8460  STATE/COUNTY-  TX/NUECES
 AC8460  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AC8460
 AC8460                         *CURRENT SURVEY CONTROL
 AC8460  ___________________________________________________________________
 AC8460* NAD 83(1986)-  27 34 54.     (N)    097 13 08.     (W)     SCALED    
 AC8460* NAVD 88     -         5.579  (meters)      18.30   (feet)  ADJUSTED  
 AC8460  ___________________________________________________________________
 AC8460  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AC8460  DYNAMIC HT  -           5.571 (meters)      18.28  (feet)  COMP
 AC8460  MODELED GRAV-     979,124.4   (mgal)                       NAVD 88
 AC8460
 AC8460  VERT ORDER  -  FIRST     CLASS II
 AC8460
 AC8460.The horizontal coordinates were scaled from a topographic map and have
 AC8460.an estimated accuracy of +/- 6 seconds.
 AC8460
 AC8460.The orthometric height was determined by differential leveling
 AC8460.and adjusted by the National Geodetic Survey in December 1997..
 AC8460
 AC8460.This Tidal Bench Mark is designated as VM 890
 AC8460.by the Center for Operational Oceanographic Products and Services.
 AC8460
 AC8460.The geoid height was determined by GEOID03.
 AC8460
 AC8460.The dynamic height is computed by dividing the NAVD 88
 AC8460.geopotential number by the normal gravity value computed on the
 AC8460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8460.degrees latitude (g = 980.6199 gals.).
 AC8460
 AC8460.The modeled gravity was interpolated from observed gravity values.
 AC8460
 AC8460;                    North         East    Units  Estimated Accuracy
 AC8460;SPC TX S     - 5,212,810.      426,490.      MT  (+/- 180 meters Scaled)
 AC8460
 AC8460                          SUPERSEDED SURVEY CONTROL
 AC8460
 AC8460.No superseded survey control is available for this station.
 AC8460
 AC8460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR758521(NAD 83)
 AC8460_MARKER: DJ = TIDAL STATION DISK
 AC8460_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8460_SP_SET: PIER
 AC8460_STAMPING: 5870 G 1985
 AC8460_MARK LOGO: NOS   
 AC8460_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8460+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8460
 AC8460  HISTORY     - Date     Condition        Report By
 AC8460  HISTORY     - 1985     MONUMENTED       NOS
 AC8460  HISTORY     - 19970204 GOOD             NGS
 AC8460
 AC8460                          STATION DESCRIPTION
 AC8460
 AC8460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8460'29.5 KM (18.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8460'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AC8460'0.6 KM (0.35 MI) EASTERLY ALONG THE PADRE BALLI PARK ENTRANCE ROAD,
 AC8460'THENCE 0.4 M (1.3 FT) SOUTHERLY ALONG A BEACH ROAD, IN TOP OF AND 0.6
 AC8460'M (2.0 FT) NORTH OF THE SOUTH END OF THE 6TH PILING EAST OF THE WEST
 AC8460'END OF THE BOB HALL FISHING PIER, 6.9 M (22.6 FT) EAST OF A CHAIN-LINK
 AC8460'FENCE, AND 5.7 M (18.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BAIT
 AC8460'SHOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1762 ***********************************************************************
 AH1762  HT_MOD      -  This is a Height Modernization Survey Station.
 AH1762  CBN         -  This is a Cooperative Base Network Control Station.
 AH1762  TIDAL BM    -  This is a Tidal Bench Mark.
 AH1762  DESIGNATION -  877 5870 H TIDAL
 AH1762  PID         -  AH1762
 AH1762  STATE/COUNTY-  TX/NUECES
 AH1762  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1762
 AH1762                         *CURRENT SURVEY CONTROL
 AH1762  ___________________________________________________________________
 AH1762* NAD 83(1993)-  27 35 17.26645(N)    097 13 22.29525(W)     ADJUSTED  
 AH1762* NAVD 88     -         1.83   (meters)       6.0    (feet)  GPS OBS   
 AH1762  ___________________________________________________________________
 AH1762  EPOCH DATE  -        1996.00
 AH1762  X           -    -711,246.911 (meters)                     COMP
 AH1762  Y           -  -5,612,090.920 (meters)                     COMP
 AH1762  Z           -   2,936,118.129 (meters)                     COMP
 AH1762  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH1762  ELLIP HEIGHT-         -23.93  (meters)          (05/01/00) GPS OBS
 AH1762  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AH1762
 AH1762  HORZ ORDER  -  A
 AH1762  ELLP ORDER  -  THIRD     CLASS I
 AH1762
 AH1762.The horizontal coordinates were established by GPS observations
 AH1762.and adjusted by the National Geodetic Survey in August 1996..
 AH1762.The horizontal coordinates are valid at the epoch date displayed above.
 AH1762.The epoch date for horizontal control is a decimal equivalence
 AH1762.of Year/Month/Day.
 AH1762
 AH1762.The orthometric height was determined by GPS observations and a
 AH1762.high-resolution geoid model using precise GPS observation and
 AH1762.processing techniques. It supersedes the leveled height previously
 AH1762.determined for this station.
 AH1762
 AH1762.This Tidal Bench Mark is designated as VM 891
 AH1762.by the Center for Operational Oceanographic Products and Services.
 AH1762
 AH1762.Photographs are available for this station.
 AH1762
 AH1762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1762
 AH1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1762
 AH1762.The ellipsoidal height was determined by GPS observations
 AH1762.and is referenced to NAD 83.
 AH1762
 AH1762.The geoid height was determined by GEOID03.
 AH1762
 AH1762;                    North         East     Units Scale Factor Converg.
 AH1762;SPC TX S     - 5,213,523.760   426,087.468   MT  0.99994710   +0 34 47.4
 AH1762;SPC TX S     -17,104,702.54  1,397,921.97   sFT  0.99994710   +0 34 47.4
 AH1762;UTM  14      - 3,052,838.815   675,408.942   MT  0.99997980   +0 49 23.6
 AH1762
 AH1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1762!SPC TX S     -   1.00000376  x   0.99994710  =   0.99995086
 AH1762!UTM  14      -   1.00000376  x   0.99997980  =   0.99998356
 AH1762
 AH1762                          SUPERSEDED SURVEY CONTROL
 AH1762
 AH1762  ELLIP H (08/15/96)  -23.95   (m)                       GP(1996.00) 3 1
 AH1762  NAD 83(1993)-  27 35 17.26631(N)    097 13 22.29551(W) AD(       ) B
 AH1762  ELLIP H (05/09/94)  -23.74   (m)                       GP(       ) 4 2
 AH1762  NAVD 88 (12/02/97)    1.973  (m)            6.47   (f) ADJUSTED    1 2
 AH1762
 AH1762.Superseded values are not recommended for survey control.
 AH1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1762.See file dsdata.txt to determine how the superseded data were derived.
 AH1762
 AH1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7540952839(NAD 83)
 AH1762_MARKER: DB = BENCH MARK DISK
 AH1762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1762_SP_SET: STAINLESS STEEL ROD
 AH1762_STAMPING: 5870 H 1985
 AH1762_MARK LOGO: NOS   
 AH1762_PROJECTION: FLUSH
 AH1762_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1762+SATELLITE: SATELLITE OBSERVATIONS - 2005
 AH1762_ROD/PIPE-DEPTH: 14.0 meters
 AH1762
 AH1762  HISTORY     - Date     Condition        Report By
 AH1762  HISTORY     - 1985     MONUMENTED       NOS
 AH1762  HISTORY     - 19930210 GOOD             NGS
 AH1762  HISTORY     - 19960401 GOOD             NGS
 AH1762  HISTORY     - 19970204 GOOD             NGS
 AH1762  HISTORY     - 19980223 GOOD             NGS
 AH1762  HISTORY     - 20030419 GOOD             NGS
 AH1762  HISTORY     - 20030425 GOOD             NGS
 AH1762  HISTORY     - 2005     GOOD             CCTI
 AH1762
 AH1762                          STATION DESCRIPTION
 AH1762
 AH1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AH1762'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTHEAST OF CORPUS
 AH1762'CHRISTI IN A FLAT GRASSY AREA NEAR THE EXIT GATE IN PADRE BALLI PARK
 AH1762'ON THE NORTH END OF PADRE ISLAND.  OWNERSHIP--PADRE BALLI PARK.
 AH1762'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 361 (OLD PARK ROAD 53) AND
 AH1762'COUNTY PARK ROAD 22 ON NORTH PADRE ISLAND, GO SOUTH ON PARK ROAD 22
 AH1762'FOR 1.75 KM (1.10 MI) TO A PAVED CROSSROAD (WHITECAP BOULEVARD).
 AH1762'CONTINUE SOUTH ON PARK ROAD 22 FOR 1.62 KM (1.00 MI) TO THE NORTH ONE
 AH1762'OF TWO CROSSOVERS AND THE PAVED ENTRANCE/EXIT TO PADRE BALLI PARK ON
 AH1762'THE LEFT.  TURN LEFT, SOUTHEAST, CROSSING THE NORTHBOUND LANES FOR 30
 AH1762'M (98.4 FT) TO THE EXIT ROAD AND THE STATION ON THE EAST SIDE OF A
 AH1762'SHORT CONCRETE BLOCK WALL.
 AH1762'STATION IS A SURVEY DISK SET ON THE TOP OF A STEEL ROD IN A 10 CM PVC
 AH1762'PIPE SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 25.9 M
 AH1762'(85.0 FT) SOUTH-SOUTHEAST FROM POWER POLE NUMBER 195, 14.6 M
 AH1762'(47.9 FT) NORTH-NORTHEAST FROM THE EXIT ROAD, 0.65 M (2.13 FT)
 AH1762'NORTHEAST FROM THE MOST NORTHEAST CORNER OF THE CONCRETE BLOCK WALL,
 AH1762'AND 0.65 M (2.13 FT) SOUTH FROM A STEEL WITNESS POST.
 AH1762
 AH1762                          STATION RECOVERY (1996)
 AH1762
 AH1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RJH)
 AH1762'RECOVERED AS DESCRIBED.
 AH1762
 AH1762                          STATION RECOVERY (1997)
 AH1762
 AH1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1762'29.5 KM (18.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AH1762'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, 32.0 M
 AH1762'(105.0 FT) EAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE ROAD,
 AH1762'14.6 M (47.9 FT) NORTH OF THE CENTER OF AN EXIT ROAD FROM THE PADRE
 AH1762'BALLI PARK, 7.0 M (23.0 FT) NORTH OF UTILITY POLE NUMBER 48, 0.7 M
 AH1762'(2.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK WALL, 0.7 M (2.3
 AH1762'FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AH1762'ROAD.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS FLUSH
 AH1762'WITH THE GROUND SURFACE.
 AH1762
 AH1762                          STATION RECOVERY (1998)
 AH1762
 AH1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AH1762'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED ABOUT 5 KM (3.10
 AH1762'MI) SOUTHEAST OF CORPUS CHRISTI ON NORTH PADRE ISLAND AT THE EXIT GATE
 AH1762'OF PADRE BALLI PARK.  OWNERSHIP--PADRE BALLI STATE PARK, 15820 STATE
 AH1762'PARK HIGHWAY 22 (S.P.I.D.), CORPUS CHRISTI TX 78415, PARK OFFICE PHONE
 AH1762'512-949-8121.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AH1762'361 (FORMER STATE PARK HIGHWAY 53) AND STATE PARK HIGHWAY 22 (SOUTH
 AH1762'PADRE ISLAND DRIVE) GO SOUTH ON STATE PARK HIGHWAY 22 FOR A TOTAL OF
 AH1762'3.4 KM (2.10 MI) PASSING WHITECAP BOULEVARD AT 1.8 KM (1.10 MI) TO THE
 AH1762'MAIN BOULEVARD ENTRANCE TO THE PADRE BALLI PARK.  TURN LEFT AND GO
 AH1762'EAST ON THE ENTRANCE DRIVE FOR 0.25 KM (0.15 MI) TO THE FIRST ROAD
 AH1762'LEFT.  TURN LEFT AND GO NORTH ON ELLIFF ROAD FOR 0.08 KM (0.05 MI) TO
 AH1762'A CROSSROAD.  TURN LEFT AND GO WEST ON THE EXIT DRIVE FOR 0.25 KM
 AH1762'(0.15 MI) TO A MASONRY BLOCK WALL AHEAD AND THE STATION ON RIGHT.  THE
 AH1762'MARK IS A PUNCH HOLE IN THE CENTER OF A NATIONAL OCEAN SURVEY
 AH1762'BENCHMARK DISK CRIMPED ONTO A STAINLESS STEEL ROD OF RECORD LENGTH
 AH1762'14.0 M (45.9 FT) WITHOUT GREASED SLEEVE ENCASED IN A 12.7 CM (5 IN)
 AH1762'PVC PIPE WITHOUT LOGO CAP SURROUNDED WITH CONCRETE.  THE MARK IS FLUSH
 AH1762'WITH THE TOP OF ENCASEMENT PIPE AND WITH THE GROUND.  THE STATION IS
 AH1762'LOCATED 14.5 M (47.6 FT) NORTH FROM THE CENTER OF THE EXIT DRIVE, 9.2
 AH1762'M (30.2 FT) NORTH FROM THE NORTH EXIT GATE POST, 0.7 M (2.3 FT) EAST
 AH1762'FROM THE NORTH CORNER OF THE MOST EASTERLY FACE OF A MASONRY BLOCK
 AH1762'WALL, AND 0.7 M (2.3 FT) SOUTH FROM A METAL NGS WITNESS POST.
 AH1762
 AH1762                          STATION RECOVERY (2003)
 AH1762
 AH1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 AH1762'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AH1762' 
 AH1762' 
 AH1762'
 AH1762
 AH1762                          STATION RECOVERY (2003)
 AH1762
 AH1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 AH1762'RECOVERED AS DESCRIBED
 AH1762' 
 AH1762' 
 AH1762'
 AH1762
 AH1762                          STATION RECOVERY (2005)
 AH1762
 AH1762'RECOVERY NOTE BY C AND C TECHNOLOGIES INCORPORATED 2005
 AH1762'RECOVERY NOTE BY C AND C TECHNOLOGIES 2005 (JEW)RECOVERED AS
 AH1762'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8457 ***********************************************************************
 AC8457  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8457  DESIGNATION -  877 5870 J TIDAL
 AC8457  PID         -  AC8457
 AC8457  STATE/COUNTY-  TX/NUECES
 AC8457  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AC8457
 AC8457                         *CURRENT SURVEY CONTROL
 AC8457  ___________________________________________________________________
 AC8457* NAD 83(1986)-  27 35 02.     (N)    097 13 13.     (W)     SCALED    
 AC8457* NAVD 88     -         2.575  (meters)       8.45   (feet)  ADJUSTED  
 AC8457  ___________________________________________________________________
 AC8457  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AC8457  DYNAMIC HT  -           2.571 (meters)       8.44  (feet)  COMP
 AC8457  MODELED GRAV-     979,124.5   (mgal)                       NAVD 88
 AC8457
 AC8457  VERT ORDER  -  FIRST     CLASS II
 AC8457
 AC8457.The horizontal coordinates were scaled from a topographic map and have
 AC8457.an estimated accuracy of +/- 6 seconds.
 AC8457
 AC8457.The orthometric height was determined by differential leveling
 AC8457.and adjusted by the National Geodetic Survey in December 1997..
 AC8457
 AC8457.This Tidal Bench Mark is designated as VM 892
 AC8457.by the Center for Operational Oceanographic Products and Services.
 AC8457
 AC8457.The geoid height was determined by GEOID03.
 AC8457
 AC8457.The dynamic height is computed by dividing the NAVD 88
 AC8457.geopotential number by the normal gravity value computed on the
 AC8457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8457.degrees latitude (g = 980.6199 gals.).
 AC8457
 AC8457.The modeled gravity was interpolated from observed gravity values.
 AC8457
 AC8457;                    North         East    Units  Estimated Accuracy
 AC8457;SPC TX S     - 5,213,060.      426,350.      MT  (+/- 180 meters Scaled)
 AC8457
 AC8457                          SUPERSEDED SURVEY CONTROL
 AC8457
 AC8457.No superseded survey control is available for this station.
 AC8457
 AC8457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR756523(NAD 83)
 AC8457_MARKER: DJ = TIDAL STATION DISK
 AC8457_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC8457_SP_SET: CURB
 AC8457_STAMPING: 5870 J 1985
 AC8457_MARK LOGO: NOS   
 AC8457_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8457+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8457
 AC8457  HISTORY     - Date     Condition        Report By
 AC8457  HISTORY     - 1985     MONUMENTED       NOS
 AC8457  HISTORY     - 19970204 GOOD             NGS
 AC8457
 AC8457                          STATION DESCRIPTION
 AC8457
 AC8457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8457'29.5 KM (18.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8457'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AC8457'0.6 KM (0.35 MI) EASTERLY ALONG THE PADRE BALLI PARK ENTRANCE ROAD,
 AC8457'THENCE 0.4 M (1.3 FT) SOUTHERLY ALONG A BEACH ROAD, THENCE 0.1 KM
 AC8457'(0.05 MI) WESTERLY ALONG A ROAD LEADING TO CAMP SITE 1, THENCE 0.1 KM
 AC8457'(0.05 MI) NORTHERLY ACROSS CAMP SITE 1, IN TOP OF AND 0.3 M (1.0 FT)
 AC8457'SOUTH OF THE NORTH END OF A CONCRETE CURB AT A WASTE DISPOSAL STATION,
 AC8457'19.5 M (64.0 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE CAMPSITE
 AC8457'PAVEMENT, 14.0 M (45.9 FT) SOUTHEAST OF UTILITY POLE NUMBER 202, 8.2 M
 AC8457'(26.9 FT) WEST OF THE EAST EDGE OF THE PAVEMENT, AND 0.2 M (0.7 FT)
 AC8457'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8461 ***********************************************************************
 AC8461  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8461  DESIGNATION -  877 5870 K TIDAL
 AC8461  PID         -  AC8461
 AC8461  STATE/COUNTY-  TX/NUECES
 AC8461  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AC8461
 AC8461                         *CURRENT SURVEY CONTROL
 AC8461  ___________________________________________________________________
 AC8461* NAD 83(1986)-  27 34 52.     (N)    097 13 03.     (W)     SCALED    
 AC8461* NAVD 88     -         4.952  (meters)      16.25   (feet)  ADJUSTED  
 AC8461  ___________________________________________________________________
 AC8461  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AC8461  DYNAMIC HT  -           4.944 (meters)      16.22  (feet)  COMP
 AC8461  MODELED GRAV-     979,124.4   (mgal)                       NAVD 88
 AC8461
 AC8461  VERT ORDER  -  FIRST     CLASS II
 AC8461
 AC8461.The horizontal coordinates were scaled from a topographic map and have
 AC8461.an estimated accuracy of +/- 6 seconds.
 AC8461
 AC8461.The orthometric height was determined by differential leveling
 AC8461.and adjusted by the National Geodetic Survey in December 1997..
 AC8461
 AC8461.This Tidal Bench Mark is designated as VM 893
 AC8461.by the Center for Operational Oceanographic Products and Services.
 AC8461
 AC8461.The geoid height was determined by GEOID03.
 AC8461
 AC8461.The dynamic height is computed by dividing the NAVD 88
 AC8461.geopotential number by the normal gravity value computed on the
 AC8461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8461.degrees latitude (g = 980.6199 gals.).
 AC8461
 AC8461.The modeled gravity was interpolated from observed gravity values.
 AC8461
 AC8461;                    North         East    Units  Estimated Accuracy
 AC8461;SPC TX S     - 5,212,750.      426,630.      MT  (+/- 180 meters Scaled)
 AC8461
 AC8461                          SUPERSEDED SURVEY CONTROL
 AC8461
 AC8461.No superseded survey control is available for this station.
 AC8461
 AC8461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR759520(NAD 83)
 AC8461_MARKER: DJ = TIDAL STATION DISK
 AC8461_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8461_SP_SET: PIER
 AC8461_STAMPING: 5870 K 1985
 AC8461_MARK LOGO: NOS   
 AC8461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8461+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8461
 AC8461  HISTORY     - Date     Condition        Report By
 AC8461  HISTORY     - 1985     MONUMENTED       NOS
 AC8461  HISTORY     - 19970204 GOOD             NGS
 AC8461
 AC8461                          STATION DESCRIPTION
 AC8461
 AC8461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8461'29.5 KM (18.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 358 AND PARK ROAD
 AC8461'22 FROM THE JUNCTION OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE
 AC8461'0.6 KM (0.35 MI) EASTERLY ALONG THE PADRE BALLI PARK ENTRANCE ROAD,
 AC8461'THENCE 0.4 M (1.3 FT) SOUTHERLY ALONG A BEACH ROAD, IN TOP OF AND 1.2
 AC8461'M (3.9 FT) NORTH OF THE SOUTH END OF THE LAST PILING BEFORE A CROSS
 AC8461'PIER AT THE EAST END OF THE BOB HALL FISHING PIER, 8.7 M (28.5 FT)
 AC8461'SOUTH OF A TIDE GAUGE, AND 5.3 M (17.4 FT) WEST OF THE EAST EDGE OF
 AC8461'THE CROSS PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1251 ***********************************************************************
 AB1251  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1251  DESIGNATION -  877 9571 A TIDAL
 AB1251  PID         -  AB1251
 AB1251  STATE/COUNTY-  TX/CAMERON
 AB1251  USGS QUAD   -  PORT ISABEL NW (1983)
 AB1251
 AB1251                         *CURRENT SURVEY CONTROL
 AB1251  ___________________________________________________________________
 AB1251* NAD 83(1986)-  26 08 16.     (N)    097 10 07.     (W)     SCALED    
 AB1251* NAVD 88     -         2.500  (meters)       8.20   (feet)  ADJUSTED  
 AB1251  ___________________________________________________________________
 AB1251  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 AB1251  DYNAMIC HT  -           2.496 (meters)       8.19  (feet)  COMP
 AB1251  MODELED GRAV-     979,073.2   (mgal)                       NAVD 88
 AB1251
 AB1251  VERT ORDER  -  FIRST     CLASS II
 AB1251
 AB1251.The horizontal coordinates were scaled from a topographic map and have
 AB1251.an estimated accuracy of +/- 6 seconds.
 AB1251
 AB1251.The orthometric height was determined by differential leveling
 AB1251.and adjusted by the National Geodetic Survey in June 1991..
 AB1251
 AB1251.This Tidal Bench Mark is designated as VM 11729
 AB1251.by the Center for Operational Oceanographic Products and Services.
 AB1251
 AB1251.The geoid height was determined by GEOID03.
 AB1251
 AB1251.The dynamic height is computed by dividing the NAVD 88
 AB1251.geopotential number by the normal gravity value computed on the
 AB1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1251.degrees latitude (g = 980.6199 gals.).
 AB1251
 AB1251.The modeled gravity was interpolated from observed gravity values.
 AB1251
 AB1251;                    North         East    Units  Estimated Accuracy
 AB1251;SPC TX S     - 5,052,900.      433,140.      MT  (+/- 180 meters Scaled)
 AB1251
 AB1251                          SUPERSEDED SURVEY CONTROL
 AB1251
 AB1251.No superseded survey control is available for this station.
 AB1251
 AB1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP830922(NAD 83)
 AB1251_MARKER: DJ = TIDAL STATION DISK
 AB1251_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB1251_SP_SET: CONCRETE BULKHEAD
 AB1251_STAMPING: 9571 A
 AB1251_MARK LOGO: NOS   
 AB1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1251+STABILITY: SURFACE MOTION
 AB1251
 AB1251  HISTORY     - Date     Condition        Report By
 AB1251  HISTORY     - 1978     MONUMENTED       NOS
 AB1251  HISTORY     - 1982     GOOD             NGS
 AB1251  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB1251  HISTORY     - 20010324 POOR             USPSQD
 AB1251
 AB1251                          STATION DESCRIPTION
 AB1251
 AB1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1251'6.1 KM (3.8 MI) NORTH FROM SOUTH PADRE ISLAND.
 AB1251'5.9 KM (3.65 MI) NORTH STATE PARK ROAD 100 FROM THE JUNCTION OF STATE
 AB1251'PARK ROAD 100 SOUTH AND STATE PARK ROAD 100 WEST IN SOUTH PADRE ISLAND
 AB1251'TO A PRIVATE ROAD LEADING EAST TO THE SOLIMAR PRIVATE LODGE, THENCE
 AB1251'0.2 KM (0.15 MI) EAST TO THE LODGE, SET IN TOP OF A CONCRETE BULKHEAD
 AB1251'AT THE EAST END OF THE LODGE AND PROTECTED BY A PLASTIC PIPE RECESSED
 AB1251'0.15 METERS (0.5 FT) IN THE BULKHEAD, 7.4 METERS (24.5 FT) EAST
 AB1251'NORTHEAST OF THE NORTHEAST CORNER OF THE LODGE, 6.2 METERS (21.5 FT)
 AB1251'WEST OF THE NORTHEAST CORNER OF THE BULKHEAD, 0.21 METERS (0.7 FT)
 AB1251'EAST OF WEST END OF BULKHEAD, AND 0.21 METERS (0.7 FT) SOUTH OF THE
 AB1251'NORTHSIDE OF THE BULKHEAD.
 AB1251'THE MARK IS 1.5 M ABOVE GROUND.
 AB1251
 AB1251                          STATION RECOVERY (1991)
 AB1251
 AB1251'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1251'MARK NOT FOUND.
 AB1251
 AB1251                          STATION RECOVERY (2001)
 AB1251
 AB1251'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLL)
 AB1251'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1254 ***********************************************************************
 AB1254  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1254  DESIGNATION -  877 9571 B TIDAL
 AB1254  PID         -  AB1254
 AB1254  STATE/COUNTY-  TX/CAMERON
 AB1254  USGS QUAD   -  PORT ISABEL NW (1983)
 AB1254
 AB1254                         *CURRENT SURVEY CONTROL
 AB1254  ___________________________________________________________________
 AB1254* NAD 83(1986)-  26 08 12.     (N)    097 10 07.     (W)     SCALED    
 AB1254* NAVD 88     -         3.197  (meters)      10.49   (feet)  ADJUSTED  
 AB1254  ___________________________________________________________________
 AB1254  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 AB1254  DYNAMIC HT  -           3.192 (meters)      10.47  (feet)  COMP
 AB1254  MODELED GRAV-     979,073.1   (mgal)                       NAVD 88
 AB1254
 AB1254  VERT ORDER  -  FIRST     CLASS II
 AB1254
 AB1254.The horizontal coordinates were scaled from a topographic map and have
 AB1254.an estimated accuracy of +/- 6 seconds.
 AB1254
 AB1254.The orthometric height was determined by differential leveling
 AB1254.and adjusted by the National Geodetic Survey in June 1991..
 AB1254
 AB1254.This Tidal Bench Mark is designated as VM 11730
 AB1254.by the Center for Operational Oceanographic Products and Services.
 AB1254
 AB1254.The geoid height was determined by GEOID03.
 AB1254
 AB1254.The dynamic height is computed by dividing the NAVD 88
 AB1254.geopotential number by the normal gravity value computed on the
 AB1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1254.degrees latitude (g = 980.6199 gals.).
 AB1254
 AB1254.The modeled gravity was interpolated from observed gravity values.
 AB1254
 AB1254;                    North         East    Units  Estimated Accuracy
 AB1254;SPC TX S     - 5,052,780.      433,140.      MT  (+/- 180 meters Scaled)
 AB1254
 AB1254                          SUPERSEDED SURVEY CONTROL
 AB1254
 AB1254.No superseded survey control is available for this station.
 AB1254
 AB1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP830921(NAD 83)
 AB1254_MARKER: DJ = TIDAL STATION DISK
 AB1254_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB1254_SP_SET: LARGE CONCRETE BULKHEAD
 AB1254_STAMPING: 9571 B
 AB1254_MARK LOGO: NOS   
 AB1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1254+STABILITY: SURFACE MOTION
 AB1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1254+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004
 AB1254
 AB1254  HISTORY     - Date     Condition        Report By
 AB1254  HISTORY     - 1978     MONUMENTED       NOS
 AB1254  HISTORY     - 1982     GOOD             NGS
 AB1254  HISTORY     - 19910411 POOR             USPSQD
 AB1254  HISTORY     - 20010324 GOOD             USPSQD
 AB1254  HISTORY     - 20040211 GOOD             GEOCAC
 AB1254
 AB1254                          STATION DESCRIPTION
 AB1254
 AB1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1254'6.0 KM (3.75 MI) NORTH FROM SOUTH PADRE ISLAND.
 AB1254'5.7 KM (3.55 MI) NORTH ALONG STATE PARK ROAD 100 NORTH FROM THE
 AB1254'JUNCTION OF STATE PARK ROAD 100 SOUTH AND STATE PARK ROAD 100 WEST IN
 AB1254'SOUTH PADRE ISLAND TO THE JUNCTION OF WHITE SANDS STREET AND THE TIKI
 AB1254'APARTMENTS, THENCE 0.3 KM (0.2 MI) EAST ALONG WHITE SANDS STREET TO
 AB1254'THE CONCRETE BULKHEAD BEHIND THE APARTMENTS AND SET IN TOP OF THE
 AB1254'BULKHEAD, 15.4 METERS (50.5 FT) EAST OF THE SOUTHEAST CORNER OF THE
 AB1254'APARTMENTS, 15.7 METERS (51.3 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 AB1254'BULKHEAD, 0.58 METERS (1.8 FT) WEST OF THE EAST EDGE, AND 15.5 METERS
 AB1254'(51.0 FT) SOUTH OF THE SOUTH EDGE OF SOME CONCRETE STEPS LEADING TO
 AB1254'THE BEACH.
 AB1254'THE MARK IS 0.6 M ABOVE LAWN.
 AB1254
 AB1254                          STATION RECOVERY (1991)
 AB1254
 AB1254'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1254'MARK RECOVERED IN POOR CONDITION.
 AB1254
 AB1254                          STATION RECOVERY (2001)
 AB1254
 AB1254'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLL)
 AB1254'RECOVERED IN GOOD CONDITION.
 AB1254
 AB1254                          STATION RECOVERY (2004)
 AB1254
 AB1254'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1254'GOOD CONDITION BUT BEWARE OF FIRE ANTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1253 ***********************************************************************
 AB1253  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1253  DESIGNATION -  877 9571 C TIDAL
 AB1253  PID         -  AB1253
 AB1253  STATE/COUNTY-  TX/CAMERON
 AB1253  USGS QUAD   -  PORT ISABEL NW (1983)
 AB1253
 AB1253                         *CURRENT SURVEY CONTROL
 AB1253  ___________________________________________________________________
 AB1253* NAD 83(1986)-  26 08 12.     (N)    097 10 07.     (W)     SCALED    
 AB1253* NAVD 88     -         2.821  (meters)       9.26   (feet)  ADJUSTED  
 AB1253  ___________________________________________________________________
 AB1253  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 AB1253  DYNAMIC HT  -           2.816 (meters)       9.24  (feet)  COMP
 AB1253  MODELED GRAV-     979,073.1   (mgal)                       NAVD 88
 AB1253
 AB1253  VERT ORDER  -  FIRST     CLASS II
 AB1253
 AB1253.The horizontal coordinates were scaled from a topographic map and have
 AB1253.an estimated accuracy of +/- 6 seconds.
 AB1253
 AB1253.The orthometric height was determined by differential leveling
 AB1253.and adjusted by the National Geodetic Survey in June 1991..
 AB1253
 AB1253.This Tidal Bench Mark is designated as VM 11731
 AB1253.by the Center for Operational Oceanographic Products and Services.
 AB1253
 AB1253.The geoid height was determined by GEOID03.
 AB1253
 AB1253.The dynamic height is computed by dividing the NAVD 88
 AB1253.geopotential number by the normal gravity value computed on the
 AB1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1253.degrees latitude (g = 980.6199 gals.).
 AB1253
 AB1253.The modeled gravity was interpolated from observed gravity values.
 AB1253
 AB1253;                    North         East    Units  Estimated Accuracy
 AB1253;SPC TX S     - 5,052,780.      433,140.      MT  (+/- 180 meters Scaled)
 AB1253
 AB1253                          SUPERSEDED SURVEY CONTROL
 AB1253
 AB1253.No superseded survey control is available for this station.
 AB1253
 AB1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP830921(NAD 83)
 AB1253_MARKER: DJ = TIDAL STATION DISK
 AB1253_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB1253_SP_SET: LARGE CONCRETE BULKHEAD
 AB1253_STAMPING: 9571 C
 AB1253_MARK LOGO: NOS   
 AB1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1253+STABILITY: SURFACE MOTION
 AB1253
 AB1253  HISTORY     - Date     Condition        Report By
 AB1253  HISTORY     - 1978     MONUMENTED       NOS
 AB1253  HISTORY     - 1982     GOOD             NGS
 AB1253  HISTORY     - 19910411 POOR             USPSQD
 AB1253  HISTORY     - 20010324 POOR             USPSQD
 AB1253
 AB1253                          STATION DESCRIPTION
 AB1253
 AB1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1253'6.0 KM (3.75 MI) NORTH FROM SOUTH PADRE ISLAND.
 AB1253'5.7 KM (3.55 MI) NORTH ALONG STATE PARK ROAD 100 NORTH FROM THE
 AB1253'JUNCTION OF STATE PARK ROAD 100 SOUTH AND STATE PARK ROAD 100 WEST IN
 AB1253'SOUTH PADRE ISLAND TO THE JUNCTION OF WHITE SANDS STREET AND THE TIKI
 AB1253'APARTMENTS, THENCE 0.3 KM (0.2 MI) EAST ALONG WHITE SANDS STREET TO
 AB1253'THE CONCRETE BULKHEAD BEHIND THE APARTMENTS AND SET IN TOP OF THE
 AB1253'BULKHEAD, 22.34 METERS (73.3 FT) WEST OF THE NORTHEAST CORNER OF THE
 AB1253'BULKHEAD, 24.9 METERS (82.0 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 AB1253'THE APARTMENTS, 13.1 METERS (43.0 FT) NORTH OF THE NORTHFACE OF THE
 AB1253'APARTMENTS, AND 0.3 METER (1.0 FT) SOUTH OF THE NORTH EDGE OF THE
 AB1253'BULKHEAD.
 AB1253'THE MARK IS ABOVE LEVEL WITH LAWN.
 AB1253
 AB1253                          STATION RECOVERY (1991)
 AB1253
 AB1253'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1253'MARK RECOVERED IN POOR CONDITION.
 AB1253
 AB1253                          STATION RECOVERY (2001)
 AB1253
 AB1253'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLL)
 AB1253'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1252 ***********************************************************************
 AB1252  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1252  DESIGNATION -  877 9571 D TIDAL
 AB1252  PID         -  AB1252
 AB1252  STATE/COUNTY-  TX/CAMERON
 AB1252  USGS QUAD   -  PORT ISABEL NW (1983)
 AB1252
 AB1252                         *CURRENT SURVEY CONTROL
 AB1252  ___________________________________________________________________
 AB1252* NAD 83(1986)-  26 08 12.     (N)    097 10 08.     (W)     SCALED    
 AB1252* NAVD 88     -         2.891  (meters)       9.48   (feet)  ADJUSTED  
 AB1252  ___________________________________________________________________
 AB1252  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 AB1252  DYNAMIC HT  -           2.886 (meters)       9.47  (feet)  COMP
 AB1252  MODELED GRAV-     979,073.1   (mgal)                       NAVD 88
 AB1252
 AB1252  VERT ORDER  -  FIRST     CLASS II
 AB1252
 AB1252.The horizontal coordinates were scaled from a topographic map and have
 AB1252.an estimated accuracy of +/- 6 seconds.
 AB1252
 AB1252.The orthometric height was determined by differential leveling
 AB1252.and adjusted by the National Geodetic Survey in June 1991..
 AB1252
 AB1252.This Tidal Bench Mark is designated as VM 11732
 AB1252.by the Center for Operational Oceanographic Products and Services.
 AB1252
 AB1252.The geoid height was determined by GEOID03.
 AB1252
 AB1252.The dynamic height is computed by dividing the NAVD 88
 AB1252.geopotential number by the normal gravity value computed on the
 AB1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1252.degrees latitude (g = 980.6199 gals.).
 AB1252
 AB1252.The modeled gravity was interpolated from observed gravity values.
 AB1252
 AB1252;                    North         East    Units  Estimated Accuracy
 AB1252;SPC TX S     - 5,052,780.      433,110.      MT  (+/- 180 meters Scaled)
 AB1252
 AB1252                          SUPERSEDED SURVEY CONTROL
 AB1252
 AB1252.No superseded survey control is available for this station.
 AB1252
 AB1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP830921(NAD 83)
 AB1252_MARKER: DJ = TIDAL STATION DISK
 AB1252_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB1252_SP_SET: LARGE CONCRETE BULKHEAD
 AB1252_STAMPING: 9571 D
 AB1252_MARK LOGO: NOS   
 AB1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1252+STABILITY: SURFACE MOTION
 AB1252
 AB1252  HISTORY     - Date     Condition        Report By
 AB1252  HISTORY     - 1978     MONUMENTED       NOS
 AB1252  HISTORY     - 1982     GOOD             NGS
 AB1252  HISTORY     - 19910411 MARK NOT FOUND   USPSQD
 AB1252  HISTORY     - 20010505 GOOD             USPSQD
 AB1252
 AB1252                          STATION DESCRIPTION
 AB1252
 AB1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1252'6.0 KM (3.75 MI) NORTH FROM SOUTH PADRE ISLAND.
 AB1252'5.7 KM (3.55 MI) NORTH ALONG STATE PARK ROAD 100 NORTH FROM THE
 AB1252'JUNCTION OF STATE PARK ROAD 100 SOUTH AND STATE PARK ROAD 100 WEST IN
 AB1252'SOUTH PADRE ISLAND TO THE JUNCTION OF WHITE SANDS STREET AND THE TIKI
 AB1252'APARTMENTS, THENCE 0.3 KM (0.2 MI) EAST ALONG WHITE SANDS STREET TO
 AB1252'THE CONCRETE BULKHEAD BEHIND THE APARTMENTS AND SET IN THE TOP OF A
 AB1252'CONCRETE FOUNDATION AND AT THE NORTHEAST CORNER FOR AN ELECTRICAL
 AB1252'TRANSFORMER PEDESTAL, LOCATED ON THE NORTH SIDE AND IN THE LAWN OF THE
 AB1252'APARTMENTS, 48.7 METERS (160.0 FT) WEST OF THE NORTHEAST CORNER OF THE
 AB1252'BULKHEAD, 9.0 METERS (29.5 FT) NORTH OF THE NORTH FACE OF THE
 AB1252'APARTMENTS, AND 1.37 METERS (4.5 FT) SOUTH OF THE NORTH EDGE OF THE
 AB1252'APARTMENTS
 AB1252'THE MARK IS ABOVE LEVEL WITH LAWN.
 AB1252
 AB1252                          STATION RECOVERY (1991)
 AB1252
 AB1252'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1252'MARK NOT FOUND.
 AB1252
 AB1252                          STATION RECOVERY (2001)
 AB1252
 AB1252'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLL)
 AB1252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1255 ***********************************************************************
 AB1255  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1255  DESIGNATION -  877 9571 E TIDAL
 AB1255  PID         -  AB1255
 AB1255  STATE/COUNTY-  TX/CAMERON
 AB1255  USGS QUAD   -  PORT ISABEL NW (1983)
 AB1255
 AB1255                         *CURRENT SURVEY CONTROL
 AB1255  ___________________________________________________________________
 AB1255* NAD 83(1986)-  26 08 11.     (N)    097 10 08.     (W)     SCALED    
 AB1255* NAVD 88     -         3.311  (meters)      10.86   (feet)  ADJUSTED  
 AB1255  ___________________________________________________________________
 AB1255  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 AB1255  DYNAMIC HT  -           3.306 (meters)      10.85  (feet)  COMP
 AB1255  MODELED GRAV-     979,073.1   (mgal)                       NAVD 88
 AB1255
 AB1255  VERT ORDER  -  FIRST     CLASS II
 AB1255
 AB1255.The horizontal coordinates were scaled from a topographic map and have
 AB1255.an estimated accuracy of +/- 6 seconds.
 AB1255
 AB1255.The orthometric height was determined by differential leveling
 AB1255.and adjusted by the National Geodetic Survey in June 1991..
 AB1255
 AB1255.This Tidal Bench Mark is designated as VM 11733
 AB1255.by the Center for Operational Oceanographic Products and Services.
 AB1255
 AB1255.The geoid height was determined by GEOID03.
 AB1255
 AB1255.The dynamic height is computed by dividing the NAVD 88
 AB1255.geopotential number by the normal gravity value computed on the
 AB1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1255.degrees latitude (g = 980.6199 gals.).
 AB1255
 AB1255.The modeled gravity was interpolated from observed gravity values.
 AB1255
 AB1255;                    North         East    Units  Estimated Accuracy
 AB1255;SPC TX S     - 5,052,750.      433,110.      MT  (+/- 180 meters Scaled)
 AB1255
 AB1255                          SUPERSEDED SURVEY CONTROL
 AB1255
 AB1255.No superseded survey control is available for this station.
 AB1255
 AB1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP830920(NAD 83)
 AB1255_MARKER: DJ = TIDAL STATION DISK
 AB1255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB1255_SP_SET: LARGE CONCRETE BULKHEAD
 AB1255_STAMPING: 9571 E
 AB1255_MARK LOGO: NOS   
 AB1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1255+STABILITY: SURFACE MOTION
 AB1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1255+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004
 AB1255
 AB1255  HISTORY     - Date     Condition        Report By
 AB1255  HISTORY     - 1978     MONUMENTED       NOS
 AB1255  HISTORY     - 1982     GOOD             NGS
 AB1255  HISTORY     - 19910411 MARK NOT FOUND   USPSQD
 AB1255  HISTORY     - 20010505 GOOD             USPSQD
 AB1255  HISTORY     - 20040211 GOOD             GEOCAC
 AB1255
 AB1255                          STATION DESCRIPTION
 AB1255
 AB1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1255'6.0 KM (3.75 MI) NORTH FROM SOUTH PADRE ISLAND.
 AB1255'5.7 KM (3.55 MI) NORTH ALONG STATE PARK ROAD 100 NORTH FROM THE
 AB1255'JUNCTION OF STATE PARK ROAD 100 SOUTH AND STATE PARK ROAD 100 WEST
 AB1255'IN SOUTH PADRE ISLAND TO THE JUNCTION OF WHITE SANDS STREET AND THE
 AB1255'TIKI APARTMENTS THENCE 0.3 KM (0.2 MI) EAST ALONG WHITE SANDS STREET
 AB1255'TO THE CONCRETE BULKHEAD BEHIND THE APARTMENTS AND SET IN THE TOP OF
 AB1255'THE BULKHEAD, 3.9 METERS (13.0 FT) WEST OF THE SOUTHEAST CORNER OF THE
 AB1255'BULKHEAD, 3.3 METERS (11.0 FT) EAST OF THE WEST END OF THE BULKHEAD,
 AB1255'0.6 METER (2.0 FT) NORTH OF THE SOUTH EDGE, AND 16.9 METERS (55.5 FT)
 AB1255'SOUTHEAST OF THE SOUTHEAST CORNER OF THE APARTMENTS.
 AB1255'THE MARK IS 0.6 M ABOVE LAWN.
 AB1255
 AB1255                          STATION RECOVERY (1991)
 AB1255
 AB1255'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1255'MARK NOT FOUND.
 AB1255
 AB1255                          STATION RECOVERY (2001)
 AB1255
 AB1255'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLL)
 AB1255'RECOVERED IN GOOD CONDITION.
 AB1255
 AB1255                          STATION RECOVERY (2004)
 AB1255
 AB1255'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1255'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1237 ***********************************************************************
 AB1237  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1237  DESIGNATION -  877 9724 M TIDAL
 AB1237  PID         -  AB1237
 AB1237  STATE/COUNTY-  TX/CAMERON
 AB1237  USGS QUAD   -  PORT ISABEL (1983)
 AB1237
 AB1237                         *CURRENT SURVEY CONTROL
 AB1237  ___________________________________________________________________
 AB1237* NAD 83(1986)-  26 04 35.     (N)    097 09 52.     (W)     SCALED    
 AB1237* NAVD 88     -         1.857  (meters)       6.09   (feet)  ADJUSTED  
 AB1237  ___________________________________________________________________
 AB1237  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB1237  DYNAMIC HT  -           1.854 (meters)       6.08  (feet)  COMP
 AB1237  MODELED GRAV-     979,069.5   (mgal)                       NAVD 88
 AB1237
 AB1237  VERT ORDER  -  FIRST     CLASS II
 AB1237
 AB1237.The horizontal coordinates were scaled from a topographic map and have
 AB1237.an estimated accuracy of +/- 6 seconds.
 AB1237
 AB1237.The orthometric height was determined by differential leveling
 AB1237.and adjusted by the National Geodetic Survey in June 1991..
 AB1237
 AB1237.This Tidal Bench Mark is designated as VM 7915
 AB1237.by the Center for Operational Oceanographic Products and Services.
 AB1237
 AB1237.The geoid height was determined by GEOID03.
 AB1237
 AB1237.The dynamic height is computed by dividing the NAVD 88
 AB1237.geopotential number by the normal gravity value computed on the
 AB1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1237.degrees latitude (g = 980.6199 gals.).
 AB1237
 AB1237.The modeled gravity was interpolated from observed gravity values.
 AB1237
 AB1237;                    North         East    Units  Estimated Accuracy
 AB1237;SPC TX S     - 5,046,100.      433,630.      MT  (+/- 180 meters Scaled)
 AB1237
 AB1237                          SUPERSEDED SURVEY CONTROL
 AB1237
 AB1237.No superseded survey control is available for this station.
 AB1237
 AB1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP835854(NAD 83)
 AB1237_MARKER: DJ = TIDAL STATION DISK
 AB1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB1237_SP_SET: SMALL FOUNDATION
 AB1237_STAMPING: M 9724 1977
 AB1237_MARK LOGO: NOS   
 AB1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1237+STABILITY: SURFACE MOTION
 AB1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1237+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 AB1237
 AB1237  HISTORY     - Date     Condition        Report By
 AB1237  HISTORY     - 1977     MONUMENTED       NOS
 AB1237  HISTORY     - 1982     GOOD             NGS
 AB1237  HISTORY     - 19910411 GOOD             USPSQD
 AB1237  HISTORY     - 20040223 GOOD             USPSQD
 AB1237
 AB1237                          STATION DESCRIPTION
 AB1237
 AB1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1237'1.0 KM (0.6 MI) SE FROM SOUTH PADRE ISLAND.
 AB1237'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE PARK ROAD 100 SOUTH FROM THE
 AB1237'JUNCTION OF STATE PARK ROAD NORTH AND 100 WEST ON SOUTH PADRE ISLAND,
 AB1237'SET IN TOP IN THE SOUTH CORNER OF THE MOST SOUTHERLY ONE OF TWO
 AB1237'ABANDONED CONCRETE FOUNDATIONS FOR SIGNS, IN A SMALL GRASSY AREA IN
 AB1237'FRONT OF SEA RANCH GROCERY, 26.3 METERS (86.5 FT) NORTH OF THE NORTH
 AB1237'CORNER OF SEA RANCH MOTEL, 29.7 METERS (97.5 FT) EAST OF THE NORTH
 AB1237'CORNER OF SEA RANCH GROCERY, AND 24.3 METERS (80.0 FT) SOUTHWEST OF
 AB1237'THE CENTERLINE OF HIGHWAY.
 AB1237'THE MARK IS 0.3 M ABOVE GROUND.
 AB1237
 AB1237                          STATION RECOVERY (1991)
 AB1237
 AB1237'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1237'RECOVERED IN GOOD CONDITION.
 AB1237
 AB1237                          STATION RECOVERY (2004)
 AB1237
 AB1237'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1232 ***********************************************************************
 AB1232  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1232  DESIGNATION -  877 9739 TIDAL 10
 AB1232  PID         -  AB1232
 AB1232  STATE/COUNTY-  TX/CAMERON
 AB1232  USGS QUAD   -  PORT ISABEL (1983)
 AB1232
 AB1232                         *CURRENT SURVEY CONTROL
 AB1232  ___________________________________________________________________
 AB1232* NAD 83(1986)-  26 04 16.     (N)    097 11 25.     (W)     SCALED    
 AB1232* NAVD 88     -         1.232  (meters)       4.04   (feet)  ADJUSTED  
 AB1232  ___________________________________________________________________
 AB1232  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 AB1232  DYNAMIC HT  -           1.230 (meters)       4.04  (feet)  COMP
 AB1232  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 AB1232
 AB1232  VERT ORDER  -  FIRST     CLASS II
 AB1232
 AB1232.The horizontal coordinates were scaled from a topographic map and have
 AB1232.an estimated accuracy of +/- 6 seconds.
 AB1232
 AB1232.The orthometric height was determined by differential leveling
 AB1232.and adjusted by the National Geodetic Survey in June 1991..
 AB1232
 AB1232.This Tidal Bench Mark is designated as VM 7919
 AB1232.by the Center for Operational Oceanographic Products and Services.
 AB1232
 AB1232.The geoid height was determined by GEOID03.
 AB1232
 AB1232.The dynamic height is computed by dividing the NAVD 88
 AB1232.geopotential number by the normal gravity value computed on the
 AB1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1232.degrees latitude (g = 980.6199 gals.).
 AB1232
 AB1232.The modeled gravity was interpolated from observed gravity values.
 AB1232
 AB1232;                    North         East    Units  Estimated Accuracy
 AB1232;SPC TX S     - 5,045,490.      431,050.      MT  (+/- 180 meters Scaled)
 AB1232
 AB1232                          SUPERSEDED SURVEY CONTROL
 AB1232
 AB1232.No superseded survey control is available for this station.
 AB1232
 AB1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP810848(NAD 83)
 AB1232_MARKER: DJ = TIDAL STATION DISK
 AB1232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB1232_SP_SET: BULKHEAD
 AB1232_STAMPING: NO 10 1973
 AB1232_MARK LOGO: NOS   
 AB1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1232+STABILITY: SURFACE MOTION
 AB1232
 AB1232  HISTORY     - Date     Condition        Report By
 AB1232  HISTORY     - 1973     MONUMENTED       NOS
 AB1232  HISTORY     - 1982     GOOD             NGS
 AB1232  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 AB1232  HISTORY     - 20040222 POOR             USPSQD
 AB1232
 AB1232                          STATION DESCRIPTION
 AB1232
 AB1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1232'2.2 KM (1.4 MI) SE FROM PORT ISABEL.
 AB1232'1 KM (0.61 MI) SOUTHEAST ALONG OLD STATE HIGHWAY 100 AND GARCIA STREET
 AB1232'FROM THE WEST END OF THE NEW STATE HIGHWAY 100 BRIDGE OVER QUEEN
 AB1232'ISABEL CAUSEWAY, SET IN THE CONCRETE BULKHEAD ON THE NORTHSIDE OF THE
 AB1232'HIGHWAY, 28.6 METERS (94.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AB1232'22.7 METERS (74.5 FT) EAST OF THE WEST END OF THE BULKHEAD,
 AB1232'26.6 METERS (87.5 FT) NORTH NORTHEAST OF THE CENTER ONE OF THREE LIGHT
 AB1232'POLES, AND 10.6 METERS (35.0 FT) WEST OF THE NORTH END OF A WOOD FENCE
 AB1232'RUNNING NORTHWEST AND SOUTHEAST.
 AB1232'THE MARK IS 0.3 M BELOW HIGHWAY.
 AB1232
 AB1232                          STATION RECOVERY (1991)
 AB1232
 AB1232'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1232'MARK NOT FOUND.
 AB1232
 AB1232                          STATION RECOVERY (2004)
 AB1232
 AB1232'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AB1232'DISK IS DAMAGED BECAUSE SOMEONE TRIED TO PRY IT OFF.  THE DAMAGED DISK
 AB1232'IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1233 ***********************************************************************
 AB1233  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1233  DESIGNATION -  877 9739 TIDAL 11
 AB1233  PID         -  AB1233
 AB1233  STATE/COUNTY-  TX/CAMERON
 AB1233  USGS QUAD   -  PORT ISABEL (1983)
 AB1233
 AB1233                         *CURRENT SURVEY CONTROL
 AB1233  ___________________________________________________________________
 AB1233* NAD 83(1993)-  26 04 15.94142(N)    097 11 22.58326(W)     ADJUSTED  
 AB1233* NAVD 88     -         1.415  (meters)       4.64   (feet)  ADJUSTED  
 AB1233  ___________________________________________________________________
 AB1233  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AB1233  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 AB1233  DYNAMIC HT  -           1.413 (meters)       4.64  (feet)  COMP
 AB1233  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 AB1233
 AB1233  HORZ ORDER  -  THIRD
 AB1233  VERT ORDER  -  FIRST     CLASS II
 AB1233
 AB1233.The horizontal coordinates were established by classical geodetic methods
 AB1233.and adjusted by the National Geodetic Survey in February 1996..
 AB1233.No horizontal observational check was made to the station.
 AB1233
 AB1233.The orthometric height was determined by differential leveling
 AB1233.and adjusted by the National Geodetic Survey in June 1991..
 AB1233
 AB1233.This Tidal Bench Mark is designated as VM 7920
 AB1233.by the Center for Operational Oceanographic Products and Services.
 AB1233
 AB1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1233
 AB1233.The geoid height was determined by GEOID03.
 AB1233
 AB1233.The dynamic height is computed by dividing the NAVD 88
 AB1233.geopotential number by the normal gravity value computed on the
 AB1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1233.degrees latitude (g = 980.6199 gals.).
 AB1233
 AB1233.The modeled gravity was interpolated from observed gravity values.
 AB1233
 AB1233;                    North         East     Units Scale Factor Converg.
 AB1233;SPC TX S     - 5,045,489.747   431,115.518   MT  1.00002545   +0 35 41.7
 AB1233;SPC TX S     -16,553,410.94  1,414,418.16   sFT  1.00002545   +0 35 41.7
 AB1233;UTM  14      - 2,884,814.815   681,089.391   MT  1.00000492   +0 47 45.1
 AB1233
 AB1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1233!SPC TX S     -   1.00000314  x   1.00002545  =   1.00002859
 AB1233!UTM  14      -   1.00000314  x   1.00000492  =   1.00000806
 AB1233
 AB1233                          SUPERSEDED SURVEY CONTROL
 AB1233
 AB1233  NAD 83(1986)-  26 04 15.95416(N)    097 11 22.55058(W) AD(       ) 3
 AB1233  NGVD 29 (06/28/90)    1.53   (m)            5.0    (f) LEVELING    3  
 AB1233
 AB1233.Superseded values are not recommended for survey control.
 AB1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1233.See file dsdata.txt to determine how the superseded data were derived.
 AB1233
 AB1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8108984815(NAD 83)
 AB1233_MARKER: DJ = TIDAL STATION DISK
 AB1233_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB1233_SP_SET: BULKHEAD
 AB1233_STAMPING: NO 11 1973
 AB1233_MARK LOGO: NOS   
 AB1233_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1233
 AB1233  HISTORY     - Date     Condition        Report By
 AB1233  HISTORY     - 1973     MONUMENTED       NOS
 AB1233  HISTORY     - 1982     GOOD             NGS
 AB1233  HISTORY     - 1985     GOOD             NGS
 AB1233  HISTORY     - 19910411 GOOD             USPSQD
 AB1233  HISTORY     - 19910413 GOOD             USPSQD
 AB1233  HISTORY     - 19930210 GOOD             USPSQD
 AB1233  HISTORY     - 20030222 GOOD             USPSQD
 AB1233
 AB1233                          STATION DESCRIPTION
 AB1233
 AB1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1233'2.2 KM (1.4 MI) SE FROM PORT ISABEL.
 AB1233'1 KM (0.6 MI) SOUTHEAST ALONG OLD STATE HIGHWAY 100 AND GARCIA STREET
 AB1233'FROM THE WEST END OF THE NEW STATE HIGHWAY 100 BRIDGE OVER QUEEN
 AB1233'ISABEL CAUSEWAY TO A DRAW BRIDGE, THENCE 1.3 KM (0.8 MI) EAST ALONG
 AB1233'OLD STATE HIGHWAY 100 TO THE WEST END OF THE OLD BRIDGE OVER THE
 AB1233'CAUSEWAY, SET IN TOP OF THE CONCRETE BULKHEAD ON THE SOUTHSIDE OF THE
 AB1233'HIGHWAY BY BRIDGE, 29.2 METERS (97.0 FT) SOUTHEAST OF THE CENTERLINE
 AB1233'OF THE HIGHWAY, 33.2 METERS (109.0 FT) NORTHEAST OF BENCH MARK NUMBER
 AB1233'12, 24.3 METERS (80.0 FT) EAST OF A POWER POLE WITH A LIGHT AND
 AB1233'TRANSFORMER, 13.7 METERS (45.0 FT) SOUTHWEST OF THE NORTHEAST END OF
 AB1233'THE BULKHEAD, 19.8 METERS (65.0 FT) SOUTH SOUTHWEST OF THE SOUTHWEST
 AB1233'CORNER OF THE BRIDGE, AND 0.24 METERS (0.8 FT) NORTHWEST OF THE
 AB1233'SOUTHEAST EDGE OF THE BULKHEAD.
 AB1233'THE MARK IS 0.3 M BELOW HIGHWAY.
 AB1233
 AB1233                          STATION RECOVERY (1985)
 AB1233
 AB1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1233'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 AB1233'WEST-NORTHWEST OF SOUTH PADRE ISLAND, 2.1 KM (1.3 MI)
 AB1233'NORTH-NORTHWEST OF THE NORTHWEST TIP OF CLARK ISLAND, 1.1 KM (0.7
 AB1233'MI) EAST OF THE EAST SHORE OF PORT ISABEL AND ON THE SOUTH SEAWALL.
 AB1233'OWNERSHIP--STEINMETZ AND ASSOCIATES INC, DIRECTOR OF SALES MR CLARK
 AB1233'MCEWEN, 103 SOUTH GARCIA, PORT ISABEL TX 78578, PHONE 512-943-7490.
 AB1233'
 AB1233'TO REACH THE STATION FROM THE WEST END OF THE NEW CAUSEWAY BRIDGE
 AB1233'IN PORT ISABEL, GO WEST ON STATE HIGHWAY 100 FOR 50 METERS (164 FT)
 AB1233'TO GARCIA STREET. TURN LEFT AND GO SOUTHERLY ON GARCIA STREET FOR
 AB1233'0.9 KM (0.55 MI) TO A DRAWBRIDGE. CONTINUE AHEAD ON PAVED ROAD,
 AB1233'SOUTH, THEN EASTERLY FOR 1.3 KM (0.8 MI) TO THE ROAD END AT
 AB1233'CAUSEWAY AND STATION.
 AB1233'
 AB1233'THE STATION IS A STANDARD NOS DISK
 AB1233'STAMPED---NO 11 1973---,
 AB1233'SET INTO A DRILL HOLE IN THE SOUTHEAST SEA WALL. LOCATED
 AB1233'20.0 METERS (65.6 FT) SOUTH FROM THE SOUTHWEST CORNER OF BRIDGE AND
 AB1233'0.2 METER (0.7 FT) NORTHWEST FROM THE SOUTHEAST EDGE OF SEA WALL.
 AB1233'
 AB1233'A HORTIZONTAL MEASUREMENT WAS MADE TO STATION GERI.
 AB1233'
 AB1233'DESCRIBED BY J. N. LEONHARDT.
 AB1233
 AB1233                          STATION RECOVERY (1991)
 AB1233
 AB1233'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1233'RECOVERED IN GOOD CONDITION.
 AB1233
 AB1233                          STATION RECOVERY (1991)
 AB1233
 AB1233'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1233'RECOVERED IN GOOD CONDITION.
 AB1233
 AB1233                          STATION RECOVERY (1993)
 AB1233
 AB1233'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1233'RECOVERED IN GOOD CONDITION.
 AB1233
 AB1233                          STATION RECOVERY (2003)
 AB1233
 AB1233'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLL)
 AB1233' 
 AB1233' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1234 ***********************************************************************
 AB1234  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1234  DESIGNATION -  877 9739 TIDAL 12
 AB1234  PID         -  AB1234
 AB1234  STATE/COUNTY-  TX/CAMERON
 AB1234  USGS QUAD   -  PORT ISABEL (1983)
 AB1234
 AB1234                         *CURRENT SURVEY CONTROL
 AB1234  ___________________________________________________________________
 AB1234* NAD 83(1986)-  26 04 16.     (N)    097 11 25.     (W)     SCALED    
 AB1234* NAVD 88     -         1.022  (meters)       3.35   (feet)  ADJUSTED  
 AB1234  ___________________________________________________________________
 AB1234  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 AB1234  DYNAMIC HT  -           1.020 (meters)       3.35  (feet)  COMP
 AB1234  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 AB1234
 AB1234  VERT ORDER  -  FIRST     CLASS II
 AB1234
 AB1234.The horizontal coordinates were scaled from a topographic map and have
 AB1234.an estimated accuracy of +/- 6 seconds.
 AB1234
 AB1234.The orthometric height was determined by differential leveling
 AB1234.and adjusted by the National Geodetic Survey in June 1991..
 AB1234
 AB1234.This Tidal Bench Mark is designated as VM 7921
 AB1234.by the Center for Operational Oceanographic Products and Services.
 AB1234
 AB1234.The geoid height was determined by GEOID03.
 AB1234
 AB1234.The dynamic height is computed by dividing the NAVD 88
 AB1234.geopotential number by the normal gravity value computed on the
 AB1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1234.degrees latitude (g = 980.6199 gals.).
 AB1234
 AB1234.The modeled gravity was interpolated from observed gravity values.
 AB1234
 AB1234;                    North         East    Units  Estimated Accuracy
 AB1234;SPC TX S     - 5,045,490.      431,050.      MT  (+/- 180 meters Scaled)
 AB1234
 AB1234                          SUPERSEDED SURVEY CONTROL
 AB1234
 AB1234.No superseded survey control is available for this station.
 AB1234
 AB1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP810848(NAD 83)
 AB1234_MARKER: DJ = TIDAL STATION DISK
 AB1234_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB1234_SP_SET: BULKHEAD
 AB1234_STAMPING: NO 12 1973
 AB1234_MARK LOGO: NOS   
 AB1234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1234
 AB1234  HISTORY     - Date     Condition        Report By
 AB1234  HISTORY     - 1973     MONUMENTED       NOS
 AB1234  HISTORY     - 1982     GOOD             NGS
 AB1234  HISTORY     - 19910411 MARK NOT FOUND   USPSQD
 AB1234  HISTORY     - 20040222 GOOD             USPSQD
 AB1234
 AB1234                          STATION DESCRIPTION
 AB1234
 AB1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1234'2.2 KM (1.4 MI) SE FROM PORT ISABEL.
 AB1234'1 KM (0.6 MI) SOUTHEAST ALONG OLD STATE HIGHWAY 100 AND GARCIA STREET
 AB1234'FROM THE WEST END OF THE NEW STATE HIGHWAY 100 OVER QUEEN ISABEL
 AB1234'CAUSEWAY IN PORT ISABEL TO A DRAW BRIDGE, THENCE 1.3 KM (0.8 MI) EAST
 AB1234'ALONG OLD HIGHWAY 100 TO THE WEST END OF THE OLD BRIDGE OVER THE
 AB1234'CAUSEWAY, SET IN THE TOP OF THE CONCRETE BULKHEAD ON THE SOUTH SIDE OF
 AB1234'HIGHWAY BY BRIDGE, 31.6 METERS (104.0 FT) SOUTHEAST OF THE CENTERLINE
 AB1234'OF THE HIGHWAY, 13.7 METERS (45.0 FT) NORTHEAST OF THE SOUTHWEST END
 AB1234'OF THE BULKHEAD, 33.2 METERS (109.0 FT) SOUTHWEST OF BENCH MARK NUMBER
 AB1234'11, 10.9 METERS (36.0 FT) SOUTH OF A POWER POLE WITH LIGHT AND
 AB1234'TRANSFORMER, 0.15 METERS (0.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF
 AB1234'THE BULKHEAD.
 AB1234'THE MARK IS 0.3 M BELOW HIGHWAY.
 AB1234
 AB1234                          STATION RECOVERY (1991)
 AB1234
 AB1234'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1234'MARK NOT FOUND.
 AB1234
 AB1234                          STATION RECOVERY (2004)
 AB1234
 AB1234'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLL)
 AB1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1238 ***********************************************************************
 AB1238  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1238  DESIGNATION -  877 9750 TIDAL 5
 AB1238  PID         -  AB1238
 AB1238  STATE/COUNTY-  TX/CAMERON
 AB1238  USGS QUAD   -  PORT ISABEL (1983)
 AB1238
 AB1238                         *CURRENT SURVEY CONTROL
 AB1238  ___________________________________________________________________
 AB1238* NAD 83(1986)-  26 04 27.     (N)    097 09 39.     (W)     SCALED    
 AB1238* NAVD 88     -         1.056  (meters)       3.46   (feet)  ADJUSTED  
 AB1238  ___________________________________________________________________
 AB1238  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB1238  DYNAMIC HT  -           1.055 (meters)       3.46  (feet)  COMP
 AB1238  MODELED GRAV-     979,069.6   (mgal)                       NAVD 88
 AB1238
 AB1238  VERT ORDER  -  FIRST     CLASS II
 AB1238
 AB1238.The horizontal coordinates were scaled from a topographic map and have
 AB1238.an estimated accuracy of +/- 6 seconds.
 AB1238
 AB1238.The orthometric height was determined by differential leveling
 AB1238.and adjusted by the National Geodetic Survey in June 1991..
 AB1238
 AB1238.This Tidal Bench Mark is designated as VM 1702
 AB1238.by the Center for Operational Oceanographic Products and Services.
 AB1238
 AB1238.This Tidal Bench Mark is designated as VM 7916
 AB1238.by the Center for Operational Oceanographic Products and Services.
 AB1238
 AB1238.The geoid height was determined by GEOID03.
 AB1238
 AB1238.The dynamic height is computed by dividing the NAVD 88
 AB1238.geopotential number by the normal gravity value computed on the
 AB1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1238.degrees latitude (g = 980.6199 gals.).
 AB1238
 AB1238.The modeled gravity was interpolated from observed gravity values.
 AB1238
 AB1238;                    North         East    Units  Estimated Accuracy
 AB1238;SPC TX S     - 5,045,860.      433,990.      MT  (+/- 180 meters Scaled)
 AB1238
 AB1238                          SUPERSEDED SURVEY CONTROL
 AB1238
 AB1238.No superseded survey control is available for this station.
 AB1238
 AB1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP839851(NAD 83)
 AB1238_MARKER: DB = BENCH MARK DISK
 AB1238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB1238_SP_SET: FOUNDATION OF PORCH FLOOR
 AB1238_STAMPING: NO 5
 AB1238_MARK LOGO: CGS   
 AB1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1238+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2006
 AB1238
 AB1238  HISTORY     - Date     Condition        Report By
 AB1238  HISTORY     - 1954     MONUMENTED       CGS
 AB1238  HISTORY     - 1982     GOOD             NGS
 AB1238  HISTORY     - 19910411 GOOD             USPSQD
 AB1238  HISTORY     - 20040211 GOOD             GEOCAC
 AB1238  HISTORY     - 20060101 GOOD             USPSQD
 AB1238
 AB1238                          STATION DESCRIPTION
 AB1238
 AB1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1238'1.2 KM (0.75 MI) SE FROM SOUTH PADRE ISLAND.
 AB1238'1.1 KM (0.70 MI) SOUTHEAST ALONG STATE PARK ROAD 100 SOUTH FROM THE
 AB1238'JUNCTION OF STATE PARK ROADS 100 NORTH AND 100 WEST ON SOUTH PADRE
 AB1238'ISLAND, THENCE 0.1 IM (0.05 MI) SOUTHEAST ALONG A PAVED ROAD, AT THE
 AB1238'U.S. COAST GUARD STATION, SET IN THE FLOOR OF THE PORCH AT THE NORTH
 AB1238'EAST CORNER OF THE OLD COAST GUARD BUILDING, 0.3 METER (1.0 FT) EAST
 AB1238'OF THE EAST WALL, 0.15 METERS (0.5 FT) SOUTH OF THE NORTH EDGE OF
 AB1238'PORCH FLOOR, 9.7 METERS (32.0 FT) NORTH OF THE CENTER OF A STAIRWAY ON
 AB1238'EAST SIDE OF THE BUILDING, AND 18.5 METERS (61.0 FT) WEST AND ACROSS
 AB1238'THE STREET FROM A FIRE HYDRANT.
 AB1238'THE MARK IS 0.3 M ABOVE GROUND.
 AB1238
 AB1238                          STATION RECOVERY (1991)
 AB1238
 AB1238'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1238'RECOVERED IN GOOD CONDITION.
 AB1238
 AB1238                          STATION RECOVERY (2004)
 AB1238
 AB1238'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1238'SHOWING SIGNS OF WEAR BUT SATISFACTORY CONDITION.
 AB1238
 AB1238                          STATION RECOVERY (2006)
 AB1238
 AB1238'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AB1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1239 ***********************************************************************
 AB1239  DESIGNATION -  877 9750 TIDAL 6
 AB1239  PID         -  AB1239
 AB1239  STATE/COUNTY-  TX/CAMERON
 AB1239  USGS QUAD   -  PORT ISABEL (1983)
 AB1239
 AB1239                         *CURRENT SURVEY CONTROL
 AB1239  ___________________________________________________________________
 AB1239* NAD 83(1986)-  26 04 25.     (N)    097 09 35.     (W)     SCALED    
 AB1239* NAVD 88     -         3.184  (meters)      10.45   (feet)  ADJUSTED  
 AB1239  ___________________________________________________________________
 AB1239  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB1239  DYNAMIC HT  -           3.179 (meters)      10.43  (feet)  COMP
 AB1239  MODELED GRAV-     979,069.6   (mgal)                       NAVD 88
 AB1239
 AB1239  VERT ORDER  -  FIRST     CLASS II
 AB1239
 AB1239.The horizontal coordinates were scaled from a topographic map and have
 AB1239.an estimated accuracy of +/- 6 seconds.
 AB1239
 AB1239.The orthometric height was determined by differential leveling
 AB1239.and adjusted by the National Geodetic Survey in June 1991..
 AB1239
 AB1239.The geoid height was determined by GEOID03.
 AB1239
 AB1239.The dynamic height is computed by dividing the NAVD 88
 AB1239.geopotential number by the normal gravity value computed on the
 AB1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1239.degrees latitude (g = 980.6199 gals.).
 AB1239
 AB1239.The modeled gravity was interpolated from observed gravity values.
 AB1239
 AB1239;                    North         East    Units  Estimated Accuracy
 AB1239;SPC TX S     - 5,045,800.      434,100.      MT  (+/- 180 meters Scaled)
 AB1239
 AB1239                          SUPERSEDED SURVEY CONTROL
 AB1239
 AB1239.No superseded survey control is available for this station.
 AB1239
 AB1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP840851(NAD 83)
 AB1239_MARKER: DJ = TIDAL STATION DISK
 AB1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB1239_SP_SET: SMALL CONCRETE PEDESTAL
 AB1239_STAMPING: NO 6 1964
 AB1239_MARK LOGO: CGS   
 AB1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1239
 AB1239  HISTORY     - Date     Condition        Report By
 AB1239  HISTORY     - 1964     MONUMENTED       CGS
 AB1239  HISTORY     - 1982     GOOD             NGS
 AB1239  HISTORY     - 19910411 GOOD             USPSQD
 AB1239  HISTORY     - 19930210 GOOD             USPSQD
 AB1239
 AB1239                          STATION DESCRIPTION
 AB1239
 AB1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1239'1.6 KM (1.0 MI) SE FROM SOUTH PADRA ISLAND.
 AB1239'1.6 KM (1.0 MI) SOUTHEAST ALONG STATE PARK ROAD 100 SOUTH FROM
 AB1239'THE JUNCTION OF STATE PARK ROAD 100 NORTH AND STATE PARK ROAD 100
 AB1239'WEST IN SOUTH PADRE ISLAND TO THE ISLA BLANCA TRAILER PARK, SET
 AB1239'IN TOP OF A 1.2 M (4.0 FT) HIGH CONCRETE PEDESTAL THAT SUPPORTS
 AB1239'A LARGE DRIFTWOOD LOG IN A SMALL MUSEUM AREA IN THE PARK,
 AB1239'ABOUT 122.0 M (400.0 FT) SOUTHWEST AND ACROSS THE ROAD FROM THE
 AB1239'PUBLIC BATHROOMS, SET IN THE NORTHEAST END OF THE NORTHWEST PEDESTAL,
 AB1239'32.6 M (107.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AB1239'28.6 M (94.0 FT) WEST SOUTHWEST OF A LIGHT POLE, AND 26.5 M
 AB1239'(87.0 FT) SOUTH OF A POWER POLE.
 AB1239'THE MARK IS 1.2 M ABOVE LAWN.
 AB1239
 AB1239                          STATION RECOVERY (1991)
 AB1239
 AB1239'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1239'RECOVERED IN GOOD CONDITION.
 AB1239
 AB1239                          STATION RECOVERY (1993)
 AB1239
 AB1239'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0253 ***********************************************************************
 AB0253  DESIGNATION -  877 9770 TIDAL 1
 AB0253  PID         -  AB0253
 AB0253  STATE/COUNTY-  TX/CAMERON
 AB0253  USGS QUAD   -  PORT ISABEL (1983)
 AB0253
 AB0253                         *CURRENT SURVEY CONTROL
 AB0253  ___________________________________________________________________
 AB0253* NAD 83(1986)-  26 04 40.     (N)    097 12 28.     (W)     SCALED    
 AB0253* NAVD 88     -         8.264  (meters)      27.11   (feet)  ADJUSTED  
 AB0253  ___________________________________________________________________
 AB0253  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 AB0253  DYNAMIC HT  -           8.251 (meters)      27.07  (feet)  COMP
 AB0253  MODELED GRAV-     979,067.0   (mgal)                       NAVD 88
 AB0253
 AB0253  VERT ORDER  -  FIRST     CLASS II
 AB0253
 AB0253.The horizontal coordinates were scaled from a topographic map and have
 AB0253.an estimated accuracy of +/- 6 seconds.
 AB0253
 AB0253.The orthometric height was determined by differential leveling
 AB0253.and adjusted by the National Geodetic Survey in June 1991..
 AB0253.WARNING-Repeat measurements at this control monument indicate possible
 AB0253.vertical movement.
 AB0253
 AB0253.The geoid height was determined by GEOID03.
 AB0253
 AB0253.The dynamic height is computed by dividing the NAVD 88
 AB0253.geopotential number by the normal gravity value computed on the
 AB0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0253.degrees latitude (g = 980.6199 gals.).
 AB0253
 AB0253.The modeled gravity was interpolated from observed gravity values.
 AB0253
 AB0253;                    North         East    Units  Estimated Accuracy
 AB0253;SPC TX S     - 5,046,210.      429,290.      MT  (+/- 180 meters Scaled)
 AB0253
 AB0253                          SUPERSEDED SURVEY CONTROL
 AB0253
 AB0253.No superseded survey control is available for this station.
 AB0253
 AB0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP792855(NAD 83)
 AB0253_MARKER: B = BOLT
 AB0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0253_SP_SET: STEP
 AB0253_STAMPING: 27.7
 AB0253_MARK LOGO: NOS   
 AB0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0253+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2006
 AB0253
 AB0253  HISTORY     - Date     Condition        Report By
 AB0253  HISTORY     - UNK      MONUMENTED       CGS
 AB0253  HISTORY     - 1959     GOOD             NGS
 AB0253  HISTORY     - 1982     GOOD             NGS
 AB0253  HISTORY     - 20040222 GOOD             USPSQD
 AB0253  HISTORY     - 20060101 GOOD             USPSQD
 AB0253
 AB0253                          STATION DESCRIPTION
 AB0253
 AB0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AB0253'IN PORT ISABEL.
 AB0253'AT PORT ISABEL, IN THE LEFT SIDE OF THE TOP STEP OF THE ENTRANCE TO
 AB0253'THE LIGHTHOUSE.
 AB0253
 AB0253                          STATION RECOVERY (1982)
 AB0253
 AB0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0253'A COPPER BOLT SET IN THE NORTHWEST SIDE OF THE TOP CONCRETE STEP
 AB0253'LEADING TO THE ENTRANCE TO THE OLD LIGHTHOUSE IN PORT ISABEL.
 AB0253'THE MARK IS 2.4 M ABOVE STREET.
 AB0253
 AB0253                          STATION RECOVERY (2004)
 AB0253
 AB0253'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AB0253'RECOVERED IN GOOD CONDITION.
 AB0253
 AB0253                          STATION RECOVERY (2006)
 AB0253
 AB0253'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AB0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1227 ***********************************************************************
 AB1227  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1227  DESIGNATION -  877 9770 TIDAL 10
 AB1227  PID         -  AB1227
 AB1227  STATE/COUNTY-  TX/CAMERON
 AB1227  USGS QUAD   -  PORT ISABEL (1983)
 AB1227
 AB1227                         *CURRENT SURVEY CONTROL
 AB1227  ___________________________________________________________________
 AB1227* NAD 83(1986)-  26 03 45.     (N)    097 13 00.     (W)     SCALED    
 AB1227* NAVD 88     -         2.843  (meters)       9.33   (feet)  ADJUSTED  
 AB1227  ___________________________________________________________________
 AB1227  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB1227  DYNAMIC HT  -           2.839 (meters)       9.31  (feet)  COMP
 AB1227  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 AB1227
 AB1227  VERT ORDER  -  FIRST     CLASS II
 AB1227
 AB1227.The horizontal coordinates were scaled from a topographic map and have
 AB1227.an estimated accuracy of +/- 6 seconds.
 AB1227
 AB1227.The orthometric height was determined by differential leveling
 AB1227.and adjusted by the National Geodetic Survey in June 1991..
 AB1227
 AB1227.This Tidal Bench Mark is designated as VM 901
 AB1227.by the Center for Operational Oceanographic Products and Services.
 AB1227
 AB1227.The geoid height was determined by GEOID03.
 AB1227
 AB1227.The dynamic height is computed by dividing the NAVD 88
 AB1227.geopotential number by the normal gravity value computed on the
 AB1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1227.degrees latitude (g = 980.6199 gals.).
 AB1227
 AB1227.The modeled gravity was interpolated from observed gravity values.
 AB1227
 AB1227;                    North         East    Units  Estimated Accuracy
 AB1227;SPC TX S     - 5,044,510.      428,420.      MT  (+/- 180 meters Scaled)
 AB1227
 AB1227                          SUPERSEDED SURVEY CONTROL
 AB1227
 AB1227.No superseded survey control is available for this station.
 AB1227
 AB1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP783838(NAD 83)
 AB1227_MARKER: DB = BENCH MARK DISK
 AB1227_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB1227_SP_SET: HEADWALL
 AB1227_STAMPING: NO 10 1973
 AB1227_MARK LOGO: NOS   
 AB1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1227+STABILITY: SURFACE MOTION
 AB1227
 AB1227  HISTORY     - Date     Condition        Report By
 AB1227  HISTORY     - 1973     MONUMENTED       NOS
 AB1227  HISTORY     - 1982     GOOD             NGS
 AB1227  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 AB1227  HISTORY     - 20040222 GOOD             USPSQD
 AB1227
 AB1227                          STATION DESCRIPTION
 AB1227
 AB1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1227'IN PORT ISABEL.
 AB1227'1.4 KM (0.9 MI) SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHT
 AB1227'HOUSE IN PORT ISABEL TO THE JUNCTION OF PORT ROAD, THENCE 1.1 KM
 AB1227'(0.7 MI) SOUTHWEST ALONG PORT ROAD, SET IN THE NORTH END OF THE EAST
 AB1227'CONCRETE HEADWALL OF A LARGE CULVERT UNDER PORT ROAD AND ABOUT 0.2 KM
 AB1227'(0.1 MI) NORTHEAST AND ACROSS THE ROAD FROM THE WATER TOWER AT THE
 AB1227'PORT ISABEL TURNING BASIN, 8.8 METERS (29.0 FT) EAST OF THE CENTERLINE
 AB1227'OF THE ROAD, 11.5 METERS (39.0 FT) SOUTHEAST OF A POWER POLE WITH
 AB1227'ANCHOR CABLES, AND 0.24 METERS (0.8 FT) SOUTH OF THE NORTH END OF THE
 AB1227'CULVERT.
 AB1227'THE MARK IS 0.5 M BELOW ROAD.
 AB1227
 AB1227                          STATION RECOVERY (1991)
 AB1227
 AB1227'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1227'MARK NOT FOUND.
 AB1227
 AB1227                          STATION RECOVERY (2004)
 AB1227
 AB1227'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AB1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1223 ***********************************************************************
 AB1223  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1223  DESIGNATION -  877 9770 TIDAL 11
 AB1223  PID         -  AB1223
 AB1223  STATE/COUNTY-  TX/CAMERON
 AB1223  USGS QUAD   -  PORT ISABEL (1983)
 AB1223
 AB1223                         *CURRENT SURVEY CONTROL
 AB1223  ___________________________________________________________________
 AB1223* NAD 83(1986)-  26 04 16.     (N)    097 13 08.     (W)     SCALED    
 AB1223* NAVD 88     -         5.503  (meters)      18.05   (feet)  ADJUSTED  
 AB1223  ___________________________________________________________________
 AB1223  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 AB1223  DYNAMIC HT  -           5.494 (meters)      18.02  (feet)  COMP
 AB1223  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 AB1223
 AB1223  VERT ORDER  -  FIRST     CLASS II
 AB1223
 AB1223.The horizontal coordinates were scaled from a topographic map and have
 AB1223.an estimated accuracy of +/- 6 seconds.
 AB1223
 AB1223.The orthometric height was determined by differential leveling
 AB1223.and adjusted by the National Geodetic Survey in June 1991..
 AB1223
 AB1223.This Tidal Bench Mark is designated as VM 898
 AB1223.by the Center for Operational Oceanographic Products and Services.
 AB1223
 AB1223.The geoid height was determined by GEOID03.
 AB1223
 AB1223.The dynamic height is computed by dividing the NAVD 88
 AB1223.geopotential number by the normal gravity value computed on the
 AB1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1223.degrees latitude (g = 980.6199 gals.).
 AB1223
 AB1223.The modeled gravity was interpolated from observed gravity values.
 AB1223
 AB1223;                    North         East    Units  Estimated Accuracy
 AB1223;SPC TX S     - 5,045,460.      428,190.      MT  (+/- 180 meters Scaled)
 AB1223
 AB1223                          SUPERSEDED SURVEY CONTROL
 AB1223
 AB1223.No superseded survey control is available for this station.
 AB1223
 AB1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP781847(NAD 83)
 AB1223_MARKER: DJ = TIDAL STATION DISK
 AB1223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB1223_SP_SET: BASE OF FLAGPOLE
 AB1223_STAMPING: NO 11 1972
 AB1223_MARK LOGO: NOS   
 AB1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1223+STABILITY: SURFACE MOTION
 AB1223
 AB1223  HISTORY     - Date     Condition        Report By
 AB1223  HISTORY     - 1972     MONUMENTED       NOS
 AB1223  HISTORY     - 1982     GOOD             NGS
 AB1223  HISTORY     - 19910411 MARK NOT FOUND   USPSQD
 AB1223
 AB1223                          STATION DESCRIPTION
 AB1223
 AB1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1223'IN PORT ISABEL.
 AB1223'1.3 KM (0.8 MI) SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHT
 AB1223'HOUSE IN PORT ISABEL, SET IN THE SOUTHWEST CORNER OF A CONCRETE FLAG
 AB1223'POLE BASE IN FRONT OF THE JUNIOR HIGH SCHOOL, 12.3 METERS (40.5 FT)
 AB1223'NORTH OF THE NORTHEAST CORNER OF THE MAIN BUILDING, 12.0 METERS
 AB1223'(39.5 FT) EAST OF THE NORTHEAST CORNER OF THE CENTER BLOCK BUILDING
 AB1223'HOUSING THE HIGH SCHOOL RESTROOMS, AND 7.6 METERS (25.0 FT) SOUTH OF
 AB1223'THE SOUTHERN MOST OF A ROW OF THREE PALM TREES.
 AB1223'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 AB1223
 AB1223                          STATION RECOVERY (1991)
 AB1223
 AB1223'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1228 ***********************************************************************
 AB1228  DESIGNATION -  877 9770 TIDAL 11 1973
 AB1228  PID         -  AB1228
 AB1228  STATE/COUNTY-  TX/CAMERON
 AB1228  USGS QUAD   -  PORT ISABEL (1983)
 AB1228
 AB1228                         *CURRENT SURVEY CONTROL
 AB1228  ___________________________________________________________________
 AB1228* NAD 83(1986)-  26 03 40.     (N)    097 13 00.     (W)     SCALED    
 AB1228* NAVD 88     -         3.500  (meters)      11.48   (feet)  ADJUSTED  
 AB1228  ___________________________________________________________________
 AB1228  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB1228  DYNAMIC HT  -           3.494 (meters)      11.46  (feet)  COMP
 AB1228  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AB1228
 AB1228  VERT ORDER  -  FIRST     CLASS II
 AB1228
 AB1228.The horizontal coordinates were scaled from a topographic map and have
 AB1228.an estimated accuracy of +/- 6 seconds.
 AB1228
 AB1228.The orthometric height was determined by differential leveling
 AB1228.and adjusted by the National Geodetic Survey in June 1991..
 AB1228
 AB1228.The geoid height was determined by GEOID03.
 AB1228
 AB1228.The dynamic height is computed by dividing the NAVD 88
 AB1228.geopotential number by the normal gravity value computed on the
 AB1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1228.degrees latitude (g = 980.6199 gals.).
 AB1228
 AB1228.The modeled gravity was interpolated from observed gravity values.
 AB1228
 AB1228;                    North         East    Units  Estimated Accuracy
 AB1228;SPC TX S     - 5,044,360.      428,420.      MT  (+/- 180 meters Scaled)
 AB1228
 AB1228                          SUPERSEDED SURVEY CONTROL
 AB1228
 AB1228.No superseded survey control is available for this station.
 AB1228
 AB1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP783836(NAD 83)
 AB1228_MARKER: DB = BENCH MARK DISK
 AB1228_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AB1228_SP_SET: WATER TOWER BASE
 AB1228_STAMPING: NO 11 1973
 AB1228_MARK LOGO: NOS   
 AB1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1228
 AB1228  HISTORY     - Date     Condition        Report By
 AB1228  HISTORY     - 1973     MONUMENTED       NOS
 AB1228  HISTORY     - 1982     GOOD             NGS
 AB1228  HISTORY     - 19910411 MARK NOT FOUND   USPSQD
 AB1228
 AB1228                          STATION DESCRIPTION
 AB1228
 AB1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1228'IN PORT ISABEL.
 AB1228'1.4 KM (0.9 MI) SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHT
 AB1228'HOUSE IN PORT ISABEL TO THE JUNCTION OF PORT ROAD, THENCE 1.3 KM
 AB1228'(0.8 MI) SOUTHWEST ALONG PORT ROAD, SET IN THE CONCRETE FOOTING OF THE
 AB1228'NORTH LEG OF THE PORT ISABEL NAVIGATION DISTRICT WATER TOWER, LOCATED
 AB1228'AT THE PORT ISABEL TURNING BASIN, 28.3 METERS (93.0 FT) SOUTHWEST OF
 AB1228'THE CENTERLINE OF THE ROAD, AND 25.4 METERS (83.5 FT) SOUTH OF A FIRE
 AB1228'HYDRANT.
 AB1228'THE MARK IS 0.6 M ABOVE ROAD.
 AB1228
 AB1228                          STATION RECOVERY (1991)
 AB1228
 AB1228'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1224 ***********************************************************************
 AB1224  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1224  DESIGNATION -  877 9770 TIDAL 12
 AB1224  PID         -  AB1224
 AB1224  STATE/COUNTY-  TX/CAMERON
 AB1224  USGS QUAD   -  PORT ISABEL (1983)
 AB1224
 AB1224                         *CURRENT SURVEY CONTROL
 AB1224  ___________________________________________________________________
 AB1224* NAD 83(1986)-  26 04 12.     (N)    097 13 09.     (W)     SCALED    
 AB1224* NAVD 88     -         5.373  (meters)      17.63   (feet)  ADJUSTED  
 AB1224  ___________________________________________________________________
 AB1224  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 AB1224  DYNAMIC HT  -           5.364 (meters)      17.60  (feet)  COMP
 AB1224  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 AB1224
 AB1224  VERT ORDER  -  FIRST     CLASS II
 AB1224
 AB1224.The horizontal coordinates were scaled from a topographic map and have
 AB1224.an estimated accuracy of +/- 6 seconds.
 AB1224
 AB1224.The orthometric height was determined by differential leveling
 AB1224.and adjusted by the National Geodetic Survey in June 1991..
 AB1224
 AB1224.This Tidal Bench Mark is designated as VM 899
 AB1224.by the Center for Operational Oceanographic Products and Services.
 AB1224
 AB1224.The geoid height was determined by GEOID03.
 AB1224
 AB1224.The dynamic height is computed by dividing the NAVD 88
 AB1224.geopotential number by the normal gravity value computed on the
 AB1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1224.degrees latitude (g = 980.6199 gals.).
 AB1224
 AB1224.The modeled gravity was interpolated from observed gravity values.
 AB1224
 AB1224;                    North         East    Units  Estimated Accuracy
 AB1224;SPC TX S     - 5,045,340.      428,160.      MT  (+/- 180 meters Scaled)
 AB1224
 AB1224                          SUPERSEDED SURVEY CONTROL
 AB1224
 AB1224.No superseded survey control is available for this station.
 AB1224
 AB1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP781846(NAD 83)
 AB1224_MARKER: DB = BENCH MARK DISK
 AB1224_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AB1224_SP_SET: WATER TOWER FOUNDATION
 AB1224_STAMPING: NO 12 1972
 AB1224_MARK LOGO: NOS   
 AB1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1224
 AB1224  HISTORY     - Date     Condition        Report By
 AB1224  HISTORY     - 1972     MONUMENTED       NOS
 AB1224  HISTORY     - 1982     GOOD             NGS
 AB1224  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 AB1224  HISTORY     - 19930210 GOOD             USPSQD
 AB1224  HISTORY     - 20040222 GOOD             USPSQD
 AB1224
 AB1224                          STATION DESCRIPTION
 AB1224
 AB1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1224'IN PORT ISABEL.
 AB1224'1.4 KM (0.9 MI) SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHT
 AB1224'HOUSE IN PORT ISABEL TO THE JUNCTION OF PORT ROAD, THENCE 0.2 KM (0.1
 AB1224'MI) SOUTHEAST ALONG PORT ROAD, AT THE PORT ISABEL WATER TOWER, SET IN
 AB1224'THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE
 AB1224'WATER TOWER AND ABOUT 45.7 METERS (150 FT) NORTHEAST OF THE CENTER OF
 AB1224'THE PORT ROAD, 13.5 METERS (44.5 FT) EAST OF THE EAST WALL OF THE
 AB1224'BUILDING HOUSING DISTRICT NUMBER 1 OFFICE OF CAMERON COUNTY FRESH
 AB1224'WATER SUPPLY TOWER, AND 2.6 METERS (8.5 FT) NORTH OF THE SOUTH QUARTER
 AB1224'OF A RECTANGULAR CYCLONE FENCE AROUND THE TOWER.
 AB1224'THE MARK IS ABOVE LEVEL WITH STREET.
 AB1224
 AB1224                          STATION RECOVERY (1991)
 AB1224
 AB1224'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1224'MARK NOT FOUND.
 AB1224
 AB1224                          STATION RECOVERY (1993)
 AB1224
 AB1224'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1224'RECOVERED IN GOOD CONDITION.
 AB1224
 AB1224                          STATION RECOVERY (2004)
 AB1224
 AB1224'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AB1224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1226 ***********************************************************************
 AB1226  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1226  DESIGNATION -  877 9770 TIDAL 13
 AB1226  PID         -  AB1226
 AB1226  STATE/COUNTY-  TX/CAMERON
 AB1226  USGS QUAD   -  PORT ISABEL (1983)
 AB1226
 AB1226                         *CURRENT SURVEY CONTROL
 AB1226  ___________________________________________________________________
 AB1226* NAD 83(1986)-  26 03 48.     (N)    097 12 51.     (W)     SCALED    
 AB1226* NAVD 88     -         1.110  (meters)       3.64   (feet)  ADJUSTED  
 AB1226  ___________________________________________________________________
 AB1226  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB1226  DYNAMIC HT  -           1.108 (meters)       3.64  (feet)  COMP
 AB1226  MODELED GRAV-     979,065.7   (mgal)                       NAVD 88
 AB1226
 AB1226  VERT ORDER  -  FIRST     CLASS II
 AB1226
 AB1226.The horizontal coordinates were scaled from a topographic map and have
 AB1226.an estimated accuracy of +/- 6 seconds.
 AB1226
 AB1226.The orthometric height was determined by differential leveling
 AB1226.and adjusted by the National Geodetic Survey in June 1991..
 AB1226
 AB1226.This Tidal Bench Mark is designated as VM 900
 AB1226.by the Center for Operational Oceanographic Products and Services.
 AB1226
 AB1226.The geoid height was determined by GEOID03.
 AB1226
 AB1226.The dynamic height is computed by dividing the NAVD 88
 AB1226.geopotential number by the normal gravity value computed on the
 AB1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1226.degrees latitude (g = 980.6199 gals.).
 AB1226
 AB1226.The modeled gravity was interpolated from observed gravity values.
 AB1226
 AB1226;                    North         East    Units  Estimated Accuracy
 AB1226;SPC TX S     - 5,044,610.      428,670.      MT  (+/- 180 meters Scaled)
 AB1226
 AB1226                          SUPERSEDED SURVEY CONTROL
 AB1226
 AB1226.No superseded survey control is available for this station.
 AB1226
 AB1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP786839(NAD 83)
 AB1226_MARKER: DB = BENCH MARK DISK
 AB1226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB1226_SP_SET: CONCRETE SEAWALL
 AB1226_STAMPING: NO 13 1972
 AB1226_MARK LOGO: NOS   
 AB1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1226+STABILITY: SURFACE MOTION
 AB1226
 AB1226  HISTORY     - Date     Condition        Report By
 AB1226  HISTORY     - 1972     MONUMENTED       NOS
 AB1226  HISTORY     - 1982     GOOD             NGS
 AB1226  HISTORY     - 19910424 GOOD             USPSQD
 AB1226  HISTORY     - 20040222 GOOD             USPSQD
 AB1226
 AB1226                          STATION DESCRIPTION
 AB1226
 AB1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1226'IN PORT ISABEL.
 AB1226'1.4 KM (0.9 MI) SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHT
 AB1226'HOUSE IN PORT ISABEL TO THE JUNCTION OF PORT ROAD, THENCE 1.0 KM (0.6
 AB1226'FT) SOUTHWEST ALONG PORT ROAD, THENCE 0.25 (0.15 MI) SOUTHEAST ALONG A
 AB1226'ASPHALT ROAD LEADING TO THE SHRIMP BOAT PIERS, SET IN THE TOP OF A
 AB1226'CONCRETE SEAWALL AT THE SHRIMP BOAT PIERS NORTH OF THE TURNING BASIN,
 AB1226'THE SEAWALL IS LOCATED IN THE SOUTHEAST CORNER OF THE BODY OF WATER AT
 AB1226'THE SHRIMP BOAT PIERS AND ABOUT 91.4 METERS (300 FT) NORTH AND ACROSS
 AB1226'THE ASPHALT ROAD FROM THE OLD OIL DOCK, 19.8 METERS (65.0 FT) NORTH OF
 AB1226'THE CENTER OF THE ASPHALT ROAD, 21.3 METERS (70.0 FT) WEST NORTHWEST
 AB1226'OF A POWER POLE WITH ANCHOR CABLE, 6.8 METERS (22.5 FT) SOUTH OF A
 AB1226'LIGHT POLE, 0.7 METER (2.5 FT) EAST OF THE EAST EDGE OF THE PIER, AND
 AB1226'0.55 METERS (1.9 FT) SOUTH OF THE NORTH END OF THE SEAWALL.
 AB1226'THE MARK IS ABOVE LEVEL WITH ROAD.
 AB1226
 AB1226                          STATION RECOVERY (1991)
 AB1226
 AB1226'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1226'RECOVERED IN GOOD CONDITION.
 AB1226
 AB1226                          STATION RECOVERY (2004)
 AB1226
 AB1226'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AB1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0249 ***********************************************************************
 AB0249  TIDAL BM    -  This is a Tidal Bench Mark.
 AB0249  DESIGNATION -  877 9770 TIDAL 2
 AB0249  PID         -  AB0249
 AB0249  STATE/COUNTY-  TX/CAMERON
 AB0249  USGS QUAD   -  PORT ISABEL (1983)
 AB0249
 AB0249                         *CURRENT SURVEY CONTROL
 AB0249  ___________________________________________________________________
 AB0249* NAD 83(1986)-  26 03 38.     (N)    097 12 57.     (W)     SCALED    
 AB0249* NAVD 88     -         3.231  (meters)      10.60   (feet)  ADJUSTED  
 AB0249  ___________________________________________________________________
 AB0249  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB0249  DYNAMIC HT  -           3.225 (meters)      10.58  (feet)  COMP
 AB0249  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AB0249
 AB0249  VERT ORDER  -  FIRST     CLASS II
 AB0249
 AB0249.The horizontal coordinates were scaled from a topographic map and have
 AB0249.an estimated accuracy of +/- 6 seconds.
 AB0249
 AB0249.The orthometric height was determined by differential leveling
 AB0249.and adjusted by the National Geodetic Survey in June 1991..
 AB0249.WARNING-Repeat measurements at this control monument indicate possible
 AB0249.vertical movement.
 AB0249
 AB0249.This Tidal Bench Mark is designated as VM 894
 AB0249.by the Center for Operational Oceanographic Products and Services.
 AB0249
 AB0249.The geoid height was determined by GEOID03.
 AB0249
 AB0249.The dynamic height is computed by dividing the NAVD 88
 AB0249.geopotential number by the normal gravity value computed on the
 AB0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0249.degrees latitude (g = 980.6199 gals.).
 AB0249
 AB0249.The modeled gravity was interpolated from observed gravity values.
 AB0249
 AB0249;                    North         East    Units  Estimated Accuracy
 AB0249;SPC TX S     - 5,044,300.      428,500.      MT  (+/- 180 meters Scaled)
 AB0249
 AB0249                          SUPERSEDED SURVEY CONTROL
 AB0249
 AB0249.No superseded survey control is available for this station.
 AB0249
 AB0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP784836(NAD 83)
 AB0249_MARKER: DJ = TIDAL STATION DISK
 AB0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0249_SP_SET: WHARF DECK
 AB0249_STAMPING: 2 1944
 AB0249_MARK LOGO: CGS   
 AB0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0249
 AB0249  HISTORY     - Date     Condition        Report By
 AB0249  HISTORY     - 1944     MONUMENTED       CGS
 AB0249  HISTORY     - 1951     GOOD             NGS
 AB0249  HISTORY     - 1982     GOOD             NGS
 AB0249  HISTORY     - 19910306 GOOD             USPSQD
 AB0249  HISTORY     - 19930210 GOOD             USPSQD
 AB0249
 AB0249                          STATION DESCRIPTION
 AB0249
 AB0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0249'IN PORT ISABEL.
 AB0249'AT PORT ISABEL, AT THE TURNING BASIN, 40 FEET SOUTHWEST OF THE
 AB0249'NORTHEAST EDGE OF A WHARF, 1.6 FEET SOUTHWEST OF THE NORTH CORNER OF
 AB0249'THE MAIN WHARF BUILDING, 0.6 FOOT NORTHWEST OF THE NORTHWEST WALL OF
 AB0249'THE BUILDING, SET IN THE TOP OF A CONCRETE WHARF DECK.
 AB0249
 AB0249                          STATION RECOVERY (1982)
 AB0249
 AB0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0249'1.4 KM (0.9 MI) SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHT
 AB0249'HOUSE IN PORT ISABEL TO THE JUNCTION OF PORT ROAD, THENCE 1.2 KM
 AB0249'(0.75 FT) SOUTHWEST ALONG PORT ROAD, TO THE PORT ISABEL TURNING BASIN
 AB0249'PIER, SET IN THE CONCRETE WHARF DECK AT THE NORTH CORNER OF THE SAN
 AB0249'BENITO NAVIGATION DISTRICT OFFICE BUILDING, 12.1 METERS (40.0 FT)
 AB0249'SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE WHARF, 0.15 METERS
 AB0249'(0.5 FT) NORTHWEST OF THE NORTHWEST FACE OF THE BUILDING, 0.51 METERS
 AB0249'(1.7 FT) SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, 16.6 METERS
 AB0249'(54.5 FT) SOUTH OF BENCH MARK NUMBER 7, AND 13.4 METERS (44.0 FT)
 AB0249'SOUTH SOUTHEAST OF A FIRE HYDRANT IN A SMALL BUILDING.
 AB0249'THE MARK IS ABOVE LEVEL WITH WHARF.
 AB0249
 AB0249                          STATION RECOVERY (1991)
 AB0249
 AB0249'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0249'RECOVERED IN GOOD CONDITION.
 AB0249
 AB0249                          STATION RECOVERY (1993)
 AB0249
 AB0249'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1229 ***********************************************************************
 AB1229  TIDAL BM    -  This is a Tidal Bench Mark.
 AB1229  DESIGNATION -  877 9770 TIDAL 7
 AB1229  PID         -  AB1229
 AB1229  STATE/COUNTY-  TX/CAMERON
 AB1229  USGS QUAD   -  PORT ISABEL (1983)
 AB1229
 AB1229                         *CURRENT SURVEY CONTROL
 AB1229  ___________________________________________________________________
 AB1229* NAD 83(1986)-  26 03 38.     (N)    097 12 57.     (W)     SCALED    
 AB1229* NAVD 88     -         3.104  (meters)      10.18   (feet)  ADJUSTED  
 AB1229  ___________________________________________________________________
 AB1229  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB1229  DYNAMIC HT  -           3.100 (meters)      10.17  (feet)  COMP
 AB1229  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AB1229
 AB1229  VERT ORDER  -  FIRST     CLASS II
 AB1229
 AB1229.The horizontal coordinates were scaled from a topographic map and have
 AB1229.an estimated accuracy of +/- 6 seconds.
 AB1229
 AB1229.The orthometric height was determined by differential leveling
 AB1229.and adjusted by the National Geodetic Survey in June 1991..
 AB1229
 AB1229.This Tidal Bench Mark is designated as VM 897
 AB1229.by the Center for Operational Oceanographic Products and Services.
 AB1229
 AB1229.The geoid height was determined by GEOID03.
 AB1229
 AB1229.The dynamic height is computed by dividing the NAVD 88
 AB1229.geopotential number by the normal gravity value computed on the
 AB1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1229.degrees latitude (g = 980.6199 gals.).
 AB1229
 AB1229.The modeled gravity was interpolated from observed gravity values.
 AB1229
 AB1229;                    North         East    Units  Estimated Accuracy
 AB1229;SPC TX S     - 5,044,300.      428,500.      MT  (+/- 180 meters Scaled)
 AB1229
 AB1229                          SUPERSEDED SURVEY CONTROL
 AB1229
 AB1229.No superseded survey control is available for this station.
 AB1229
 AB1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP784836(NAD 83)
 AB1229_MARKER: DJ = TIDAL STATION DISK
 AB1229_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB1229_SP_SET: ANCHOR BITT BASE
 AB1229_STAMPING: NO 7 1953
 AB1229_MARK LOGO: CGS   
 AB1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1229+STABILITY: SURFACE MOTION
 AB1229
 AB1229  HISTORY     - Date     Condition        Report By
 AB1229  HISTORY     - 1953     MONUMENTED       CGS
 AB1229  HISTORY     - 1982     GOOD             NGS
 AB1229  HISTORY     - 19910306 GOOD             USPSQD
 AB1229  HISTORY     - 19930210 POOR             USPSQD
 AB1229
 AB1229                          STATION DESCRIPTION
 AB1229
 AB1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1229'IN PORT ISABEL.
 AB1229'1.4 KM (0.9 MI) SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHT
 AB1229'HOUSE IN PORT ISABEL TO THE JUNCTION OF PORT ROAD, THENCE 1.2 KM
 AB1229'(0.75 MI) SOUTHWEST ALONG PORT ROAD, SET IN TOP OF AN OLD ANCHOR BITT
 AB1229'CONCRETE BASE WITH AN ANCHOR BITT GONE, AT THE PORT ISABEL TURNING
 AB1229'BASIN PIER, 29.2 METERS (96.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 AB1229'MAIN ROAD, 16.7 METERS (55.0 FT) NORTH OF THE NORTHEAST CORNER OF THE
 AB1229'NAVIGATION DISTRICT OFFICE BUILDING, 9.7 METERS (32.0 FT) SOUTHWEST OF
 AB1229'THE NORTHEAST FACE OF THE PIER, 16.6 METERS (54.5 FT) NORTH OF BENCH
 AB1229'MARK NUMBER 2, 2.1 METERS (7.0 FT) NORTH OF THE NORTHEAST CORNER OF A
 AB1229'SMALL RED BUILDING WITH A FIRE HYDRANT INSIDE.
 AB1229'THE MARK IS ABOVE LEVEL WITH PIER.
 AB1229
 AB1229                          STATION RECOVERY (1991)
 AB1229
 AB1229'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1229'RECOVERED IN GOOD CONDITION.
 AB1229
 AB1229                          STATION RECOVERY (1993)
 AB1229
 AB1229'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1229'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0123 ***********************************************************************
 AP0123  DESIGNATION -  877.92 1 USE
 AP0123  PID         -  AP0123
 AP0123  STATE/COUNTY-  TX/MAVERICK
 AP0123  USGS QUAD   -  QUEMADO SE (1974)
 AP0123
 AP0123                         *CURRENT SURVEY CONTROL
 AP0123  ___________________________________________________________________
 AP0123* NAD 83(1986)-  28 51 38.     (N)    100 31 42.     (W)     SCALED    
 AP0123* NAVD 88     -       267.706  (meters)     878.30   (feet)  ADJUSTED  
 AP0123  ___________________________________________________________________
 AP0123  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AP0123  DYNAMIC HT  -         267.310 (meters)     877.00  (feet)  COMP
 AP0123  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 AP0123
 AP0123  VERT ORDER  -  FIRST     CLASS II
 AP0123
 AP0123.The horizontal coordinates were scaled from a topographic map and have
 AP0123.an estimated accuracy of +/- 6 seconds.
 AP0123
 AP0123.The orthometric height was determined by differential leveling
 AP0123.and adjusted by the National Geodetic Survey in June 1991..
 AP0123
 AP0123.The geoid height was determined by GEOID03.
 AP0123
 AP0123.The dynamic height is computed by dividing the NAVD 88
 AP0123.geopotential number by the normal gravity value computed on the
 AP0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0123.degrees latitude (g = 980.6199 gals.).
 AP0123
 AP0123.The modeled gravity was interpolated from observed gravity values.
 AP0123
 AP0123;                    North         East    Units  Estimated Accuracy
 AP0123;SPC TXSC     - 4,114,820.      450,900.      MT  (+/- 180 meters Scaled)
 AP0123
 AP0123                          SUPERSEDED SURVEY CONTROL
 AP0123
 AP0123  NGVD 29 (??/??/92)  267.56   (m)          877.8    (f) COMPUTED    1 2
 AP0123
 AP0123.Superseded values are not recommended for survey control.
 AP0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0123.See file dsdata.txt to determine how the superseded data were derived.
 AP0123
 AP0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS509934(NAD 83)
 AP0123_MARKER: DD = SURVEY DISK
 AP0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0123+STABILITY: SURFACE MOTION
 AP0123
 AP0123  HISTORY     - Date     Condition        Report By
 AP0123  HISTORY     - UNK      MONUMENTED       DOD
 AP0123  HISTORY     - 1957     GOOD             NGS
 AP0123  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0123
 AP0123                          STATION DESCRIPTION
 AP0123
 AP0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0123'12.45 MI NW FROM EAGLE PASS.
 AP0123'4.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0123'STATION AT EAGLE PASS, THENCE 0.1 MILE NORTHWEST ACROSS A FIELD,
 AP0123'THENCE 0.9 MILE SOUTHWEST ALONG FARM ROAD 1588, THENCE 5.95 MILES
 AP0123'NORTHWEST ALONG U.S. HIGHWAY 277, THENCE 1.2 MILES NORTH ALONG AN
 AP0123'OILED ROAD, THENCE 0.15 MILE WEST ALONG 3RD STREET, THENCE 0.05 MILE
 AP0123'NORTH ALONG E STREET, AT THE FORMER SITE OF EAGLE PASS ARMY AIR FIELD
 AP0123'WHICH IS NOW AN AIRCRAFT WARNING STATION, AT THE WEST AND MAIN
 AP0123'ENTRANCE TO THE STATION, 164 FEET NORTH OF THE NORTHWEST CORNER OF THE
 AP0123'NEW ADMINISTRATION BUILDING, 144 FEET NORTHEAST OF THE NORTHEAST
 AP0123'CORNER OF A NEW CONCRETE GUARD HOUSE, 44 FEET EAST OF THE CENTER LINE
 AP0123'OF E STREET, 104 FEET NORTH OF THE CENTER LINE OF 4TH STREET, 0.7 FOOT
 AP0123'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AP0123'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AP0123
 AP0123                          STATION RECOVERY (1982)
 AP0123
 AP0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0123'NOT RECOVERED, GRASS YARD NOW IN LOCATION OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0398 ***********************************************************************
 CA0398  DESIGNATION -  878.9
 CA0398  PID         -  CA0398
 CA0398  STATE/COUNTY-  TX/BROWN
 CA0398  USGS QUAD   -  BANGS EAST (1987)
 CA0398
 CA0398                         *CURRENT SURVEY CONTROL
 CA0398  ___________________________________________________________________
 CA0398* NAD 83(1986)-  31 40 42.     (N)    099 00 46.     (W)     SCALED    
 CA0398* NAVD 88     -       434.733  (meters)    1426.29   (feet)  POSTED    
 CA0398  ___________________________________________________________________
 CA0398  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CA0398  DYNAMIC HT  -         434.160 (meters)    1424.41  (feet)  COMP
 CA0398  MODELED GRAV-     979,316.0   (mgal)                       NAVD 88
 CA0398
 CA0398  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CA0398
 CA0398.The horizontal coordinates were scaled from a topographic map and have
 CA0398.an estimated accuracy of +/- 6 seconds.
 CA0398
 CA0398.The orthometric height was determined by differential leveling
 CA0398.and adjusted by the National Geodetic Survey in 1992..
 CA0398.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CA0398.rate of 1.1 thru 2.0 mm/km.
 CA0398
 CA0398.The geoid height was determined by GEOID03.
 CA0398
 CA0398.The dynamic height is computed by dividing the NAVD 88
 CA0398.geopotential number by the normal gravity value computed on the
 CA0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0398.degrees latitude (g = 980.6199 gals.).
 CA0398
 CA0398.The modeled gravity was interpolated from observed gravity values.
 CA0398
 CA0398;                    North         East    Units  Estimated Accuracy
 CA0398;SPC TX C     - 3,223,750.      825,210.      MT  (+/- 180 meters Scaled)
 CA0398
 CA0398                          SUPERSEDED SURVEY CONTROL
 CA0398
 CA0398  NGVD 29 (??/??/92)  434.634  (m)         1425.96   (f) ADJ UNCH    1 2
 CA0398
 CA0398.Superseded values are not recommended for survey control.
 CA0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0398.See file dsdata.txt to determine how the superseded data were derived.
 CA0398
 CA0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA987047(NAD 83)
 CA0398_MARKER: X = CHISELED CROSS
 CA0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0398_SP_SET: BRIDGE
 CA0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0398
 CA0398  HISTORY     - Date     Condition        Report By
 CA0398  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0398  HISTORY     - 1931     GOOD             NGS
 CA0398  HISTORY     - 1935     GOOD             NGS
 CA0398
 CA0398                          STATION DESCRIPTION
 CA0398
 CA0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0398'3.0 MI SW FROM BROWNWOOD.
 CA0398'3.0 MILES SOUTHWEST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 CA0398'(NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 CA0398'BROWNWOOD, BROWN COUNTY, 1-1/2 POLES NORTH OF MILEPOST 879, AT THE
 CA0398'SOUTH END OF BRIDGE 878.9, AND EAST OF THE TRACK.  A CHISELED CROSS.
 CA0398
 CA0398                          STATION RECOVERY (1935)
 CA0398
 CA0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0416 ***********************************************************************
 GK0416  DESIGNATION -  88
 GK0416  PID         -  GK0416
 GK0416  STATE/COUNTY-  TX/HANSFORD
 GK0416  USGS QUAD   -  HANSFORD (1962)
 GK0416
 GK0416                         *CURRENT SURVEY CONTROL
 GK0416  ___________________________________________________________________
 GK0416* NAD 83(1986)-  36 10 01.     (N)    101 15 22.     (W)     SCALED    
 GK0416* NAVD 88     -       954.048  (meters)    3130.07   (feet)  ADJUSTED  
 GK0416  ___________________________________________________________________
 GK0416  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 GK0416  DYNAMIC HT  -         953.013 (meters)    3126.68  (feet)  COMP
 GK0416  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 GK0416
 GK0416  VERT ORDER  -  SECOND    CLASS 0
 GK0416
 GK0416.The horizontal coordinates were scaled from a topographic map and have
 GK0416.an estimated accuracy of +/- 6 seconds.
 GK0416
 GK0416.The orthometric height was determined by differential leveling
 GK0416.and adjusted by the National Geodetic Survey in June 1991..
 GK0416
 GK0416.The geoid height was determined by GEOID03.
 GK0416
 GK0416.The dynamic height is computed by dividing the NAVD 88
 GK0416.geopotential number by the normal gravity value computed on the
 GK0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0416.degrees latitude (g = 980.6199 gals.).
 GK0416
 GK0416.The modeled gravity was interpolated from observed gravity values.
 GK0416
 GK0416;                    North         East    Units  Estimated Accuracy
 GK0416;SPC TX N     - 1,240,430.      221,940.      MT  (+/- 180 meters Scaled)
 GK0416
 GK0416                          SUPERSEDED SURVEY CONTROL
 GK0416
 GK0416  NGVD 29 (??/??/92)  953.605  (m)         3128.62   (f) ADJ UNCH    2 0
 GK0416
 GK0416.Superseded values are not recommended for survey control.
 GK0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0416.See file dsdata.txt to determine how the superseded data were derived.
 GK0416
 GK0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF970048(NAD 83)
 GK0416_MARKER: B = BOLT
 GK0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0416+STABILITY: SURFACE MOTION
 GK0416
 GK0416  HISTORY     - Date     Condition        Report By
 GK0416  HISTORY     - UNK      MONUMENTED
 GK0416  HISTORY     - 1962     MARK NOT FOUND   USGS
 GK0416
 GK0416                          STATION DESCRIPTION
 GK0416
 GK0416'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GK0416'3.8 MI SW FROM SPEARMAN.
 GK0416'3.8 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0416'STATION AT SPEARMAN, 56.9 FEET SOUTHEAST OF MILEPOST 88, 45.7 FEET
 GK0416'SOUTHEAST OF THE SOUTHEAST RAIL, AND 1.6 FEET NORTHWEST OF THE
 GK0416'RIGHT-OF-WAY FENCE.  AN IRON BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6448 ***********************************************************************
 AW6448  DESIGNATION -  882 PLUS 00
 AW6448  PID         -  AW6448
 AW6448  STATE/COUNTY-  TX/HARRIS
 AW6448  USGS QUAD   -  PASADENA (1995)
 AW6448
 AW6448                         *CURRENT SURVEY CONTROL
 AW6448  ___________________________________________________________________
 AW6448* NAD 83(1993)-  29 44 48.75303(N)    095 11 04.09264(W)     ADJUSTED  
 AW6448* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6448  ___________________________________________________________________
 AW6448  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW6448  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6448
 AW6448  HORZ ORDER  -  THIRD
 AW6448
 AW6448.The horizontal coordinates were established by classical geodetic methods
 AW6448.and adjusted by the National Geodetic Survey in February 1996..
 AW6448
 AW6448.The orthometric height was scaled from a topographic map.
 AW6448
 AW6448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6448
 AW6448.The geoid height was determined by GEOID03.
 AW6448
 AW6448;                    North         East     Units Scale Factor Converg.
 AW6448;SPC TXSC     - 4,218,092.081   968,970.543   MT  0.99988900   +1 52 09.4
 AW6448;SPC TXSC     -13,838,857.10  3,179,030.86   sFT  0.99988900   +1 52 09.4
 AW6448;UTM  15      - 3,292,736.371   288,754.108   MT  1.00015063   -1 05 03.4
 AW6448
 AW6448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6448!SPC TXSC     -   1.00000411  x   0.99988900  =   0.99989311
 AW6448!UTM  15      -   1.00000411  x   1.00015063  =   1.00015474
 AW6448
 AW6448                          SUPERSEDED SURVEY CONTROL
 AW6448
 AW6448  NAD 83(1986)-  29 44 48.76805(N)    095 11 04.07349(W) AD(       ) 3
 AW6448  NAD 27      -  29 44 47.94978(N)    095 11 03.31394(W) AD(       ) 3
 AW6448
 AW6448.Superseded values are not recommended for survey control.
 AW6448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6448.See file dsdata.txt to determine how the superseded data were derived.
 AW6448
 AW6448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8875492736(NAD 83)
 AW6448_MARKER: Z = SEE DESCRIPTION
 AW6448_SETTING: 0 = UNSPECIFIED SETTING
 AW6448
 AW6448  HISTORY     - Date     Condition        Report By
 AW6448  HISTORY     - UNK      MONUMENTED       USE
 AW6448  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6448  HISTORY     - 19980328 MARK NOT FOUND   USPSQD
 AW6448
 AW6448                          STATION DESCRIPTION
 AW6448
 AW6448'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6448'ALTHOUGH THERE IS NO PREVIOUS DESCRIPTION AVAILABLE, IT IS KNOWN
 AW6448'THAT THE STATION WAS 19.9 METERS FROM STATION BEND 1931 WHICH
 AW6448'IS REPORTED LOST.  A THOROUGH SEARCH WAS MADE TO NO AVAIL.
 AW6448'
 AW6448'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
 AW6448
 AW6448                          STATION RECOVERY (1998)
 AW6448
 AW6448'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6444 ***********************************************************************
 AW6444  DESIGNATION -  887 77.32 400R USE 1948
 AW6444  PID         -  AW6444
 AW6444  STATE/COUNTY-  TX/HARRIS
 AW6444  USGS QUAD   -  PASADENA (1995)
 AW6444
 AW6444                         *CURRENT SURVEY CONTROL
 AW6444  ___________________________________________________________________
 AW6444* NAD 83(1993)-  29 44 37.98001(N)    095 11 23.01091(W)     ADJUSTED  
 AW6444* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6444  ___________________________________________________________________
 AW6444  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW6444  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6444
 AW6444  HORZ ORDER  -  THIRD
 AW6444
 AW6444.The horizontal coordinates were established by classical geodetic methods
 AW6444.and adjusted by the National Geodetic Survey in February 1996..
 AW6444
 AW6444.The orthometric height was scaled from a topographic map.
 AW6444
 AW6444.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6444
 AW6444.The geoid height was determined by GEOID03.
 AW6444
 AW6444;                    North         East     Units Scale Factor Converg.
 AW6444;SPC TXSC     - 4,217,744.013   968,473.350   MT  0.99988863   +1 52 00.1
 AW6444;SPC TXSC     -13,837,715.15  3,177,399.65   sFT  0.99988863   +1 52 00.1
 AW6444;UTM  15      - 3,292,414.298   288,239.505   MT  1.00015331   -1 05 12.4
 AW6444
 AW6444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6444!SPC TXSC     -   1.00000395  x   0.99988863  =   0.99989258
 AW6444!UTM  15      -   1.00000395  x   1.00015331  =   1.00015727
 AW6444
 AW6444:                Primary Azimuth Mark                     Grid Az
 AW6444:SPC TXSC     -  869 36.96 400R USE 1948                  074 56 35.6
 AW6444:UTM  15      -  869 36.96 400R USE 1948                  077 53 48.1
 AW6444
 AW6444|---------------------------------------------------------------------|
 AW6444| PID    Reference Object                     Distance      Geod. Az  |
 AW6444|                                                           dddmmss.s |
 AW6444| AW6447 869 36.96 400R USE 1948             482.102 METERS 0764835.7 |
 AW6444|---------------------------------------------------------------------|
 AW6444
 AW6444                          SUPERSEDED SURVEY CONTROL
 AW6444
 AW6444  NAD 83(1986)-  29 44 37.99513(N)    095 11 22.99174(W) AD(       ) 3
 AW6444  NAD 27      -  29 44 37.17408(N)    095 11 22.23386(W) AD(       ) 3
 AW6444
 AW6444.Superseded values are not recommended for survey control.
 AW6444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6444.See file dsdata.txt to determine how the superseded data were derived.
 AW6444
 AW6444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8824092414(NAD 83)
 AW6444_MARKER: DD = SURVEY DISK
 AW6444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6444+STABILITY: SURFACE MOTION
 AW6444
 AW6444  HISTORY     - Date     Condition        Report By
 AW6444  HISTORY     - 1948     MONUMENTED       USE
 AW6444  HISTORY     - 1955     GOOD             CGS
 AW6444
 AW6444                          STATION DESCRIPTION
 AW6444
 AW6444'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6444'LOCATED NEAR THE SE SHORE OF THE HOUSTON SHIP CHANNEL, IN
 AW6444'SCATTERED WOODS JUST S OF THE MATHIESON CHEMICAL CORP.,
 AW6444'APPROXIMATELY 500 FT. E OF THE E END OF A WOODEN BULKHEAD
 AW6444'OF THE MATHIESON CHEMICAL CORP., AND APPROXIMATELY 75 FT. SE
 AW6444'OF THE MEAN HIGH-WATERLINE.
 AW6444'
 AW6444'A U.S.E. DISK, STAMPED 887+77.32 400 R AND SET IN THE TOP
 AW6444'OF A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6444'
 AW6444'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6444'
 AW6444'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0050 ***********************************************************************
 DO0050  DESIGNATION -  89
 DO0050  PID         -  DO0050
 DO0050  STATE/COUNTY-  TX/CLAY
 DO0050  USGS QUAD   -  BELLEVUE (1968)
 DO0050
 DO0050                         *CURRENT SURVEY CONTROL
 DO0050  ___________________________________________________________________
 DO0050* NAD 83(1986)-  33 44 41.     (N)    098 06 37.     (W)     SCALED    
 DO0050* NAVD 88     -       273.909  (meters)     898.65   (feet)  ADJUSTED  
 DO0050  ___________________________________________________________________
 DO0050  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DO0050  DYNAMIC HT  -         273.605 (meters)     897.65  (feet)  COMP
 DO0050  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 DO0050
 DO0050  VERT ORDER  -  FIRST     CLASS II
 DO0050
 DO0050.The horizontal coordinates were scaled from a topographic map and have
 DO0050.an estimated accuracy of +/- 6 seconds.
 DO0050
 DO0050.The orthometric height was determined by differential leveling
 DO0050.and adjusted by the National Geodetic Survey in June 1991..
 DO0050
 DO0050.The geoid height was determined by GEOID03.
 DO0050
 DO0050.The dynamic height is computed by dividing the NAVD 88
 DO0050.geopotential number by the normal gravity value computed on the
 DO0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0050.degrees latitude (g = 980.6199 gals.).
 DO0050
 DO0050.The modeled gravity was interpolated from observed gravity values.
 DO0050
 DO0050;                    North         East    Units  Estimated Accuracy
 DO0050;SPC TXNC     - 2,230,510.      636,110.      MT  (+/- 180 meters Scaled)
 DO0050
 DO0050                          SUPERSEDED SURVEY CONTROL
 DO0050
 DO0050  NGVD 29 (??/??/92)  273.848  (m)          898.45   (f) ADJ UNCH    1 2
 DO0050
 DO0050.Superseded values are not recommended for survey control.
 DO0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0050.See file dsdata.txt to determine how the superseded data were derived.
 DO0050
 DO0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC824342(NAD 83)
 DO0050_MARKER: Z = SEE DESCRIPTION
 DO0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0050_SP_SET: MILEPOST
 DO0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0050
 DO0050  HISTORY     - Date     Condition        Report By
 DO0050  HISTORY     - UNK      MONUMENTED       BNRR
 DO0050  HISTORY     - 1950     GOOD             NGS
 DO0050
 DO0050                          STATION DESCRIPTION
 DO0050
 DO0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0050'7.0 MI SE FROM HENRIETTA.
 DO0050'7.0 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0050'HENRIETTA, CLAY COUNTY, AND ON THE TOP OF MILEPOST 89.  THE TOP OF THE
 DO0050'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1310 ***********************************************************************
 BL1310  DESIGNATION -  89
 BL1310  PID         -  BL1310
 BL1310  STATE/COUNTY-  TX/MONTGOMERY
 BL1310  USGS QUAD   -  FOSTORIA (1997)
 BL1310
 BL1310                         *CURRENT SURVEY CONTROL
 BL1310  ___________________________________________________________________
 BL1310* NAD 83(1986)-  30 19 23.     (N)    095 10 47.     (W)     SCALED    
 BL1310* NAVD 88     -        42.97   (+/-2cm)     141.0    (feet)  VERTCON   
 BL1310  ___________________________________________________________________
 BL1310  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1310
 BL1310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1310
 BL1310.The horizontal coordinates were scaled from a topographic map and have
 BL1310.an estimated accuracy of +/- 6 seconds.
 BL1310
 BL1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1310.The vertical order pertains to the NGVD 29 superseded value.
 BL1310
 BL1310.The geoid height was determined by GEOID03.
 BL1310
 BL1310;                    North         East    Units  Estimated Accuracy
 BL1310;SPC TX C     - 3,084,240.    1,195,430.      MT  (+/- 180 meters Scaled)
 BL1310
 BL1310                          SUPERSEDED SURVEY CONTROL
 BL1310
 BL1310  NGVD 29 (??/??/92)   42.976  (m)          141.00   (f) ADJ UNCH    2 0
 BL1310
 BL1310.Superseded values are not recommended for survey control.
 BL1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1310.See file dsdata.txt to determine how the superseded data were derived.
 BL1310
 BL1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP904565(NAD 83)
 BL1310_MARKER: Z = SEE DESCRIPTION
 BL1310_SETTING: 0 = UNSPECIFIED SETTING
 BL1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1310
 BL1310  HISTORY     - Date     Condition        Report By
 BL1310  HISTORY     - UNK      MONUMENTED       ATSFRR
 BL1310  HISTORY     - 1954     GOOD             NGS
 BL1310
 BL1310                          STATION DESCRIPTION
 BL1310
 BL1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1310'0.65 MI W FROM FOSTORIA.
 BL1310'0.65 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1310'STATION AT FOSTORIA, 46 FEET SOUTHWEST OF MILEPOST 89, 40.8 FEET
 BL1310'NORTHEAST OF A TELEPHONE POLE, 39.6 FEET NORTH OF A FENCE, 8 FEET
 BL1310'SOUTH OF THE SOUTH RAIL, THE TOP OF A VERTICAL SECTION OF RAIL WHICH
 BL1310'PROJECTS 2.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0414 ***********************************************************************
 GK0414  DESIGNATION -  89
 GK0414  PID         -  GK0414
 GK0414  STATE/COUNTY-  TX/HANSFORD
 GK0414  USGS QUAD   -  HANSFORD (1962)
 GK0414
 GK0414                         *CURRENT SURVEY CONTROL
 GK0414  ___________________________________________________________________
 GK0414* NAD 83(1986)-  36 09 33.     (N)    101 16 18.     (W)     SCALED    
 GK0414* NAVD 88     -       956.47   (+/-2cm)    3138.0    (feet)  VERTCON   
 GK0414  ___________________________________________________________________
 GK0414  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 GK0414
 GK0414  VERT ORDER  -  ? (See Below)
 GK0414
 GK0414.The horizontal coordinates were scaled from a topographic map and have
 GK0414.an estimated accuracy of +/- 6 seconds.
 GK0414
 GK0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0414.The vertical order pertains to the NGVD 29 superseded value.
 GK0414
 GK0414.The geoid height was determined by GEOID03.
 GK0414
 GK0414;                    North         East    Units  Estimated Accuracy
 GK0414;SPC TX N     - 1,239,560.      220,550.      MT  (+/- 180 meters Scaled)
 GK0414
 GK0414                          SUPERSEDED SURVEY CONTROL
 GK0414
 GK0414  NGVD 29 (??/??/92)  956.026  (m)         3136.56   (f) ADJ UNCH    ?  
 GK0414
 GK0414.Superseded values are not recommended for survey control.
 GK0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0414.See file dsdata.txt to determine how the superseded data were derived.
 GK0414
 GK0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF956039(NAD 83)
 GK0414_MARKER: B = BOLT
 GK0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0414+STABILITY: SURFACE MOTION
 GK0414
 GK0414  HISTORY     - Date     Condition        Report By
 GK0414  HISTORY     - UNK      MONUMENTED
 GK0414  HISTORY     - 1935     GOOD             NGS
 GK0414
 GK0414                          STATION DESCRIPTION
 GK0414
 GK0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GK0414'4.8 MI SW FROM SPEARMAN.
 GK0414'4.8 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0414'STATION AT SPEARMAN, 57.2 FEET SOUTHEAST OF MILEPOST 89, 3 RAILS
 GK0414'SOUTHWEST OF A ROAD CROSSING, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 GK0414'AND 1.7 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  AN IRON BOLT SET IN
 GK0414'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8479 ***********************************************************************
 AC8479  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8479  DESIGNATION -  89001 A=877 5421 A TIDAL
 AC8479  PID         -  AC8479
 AC8479  STATE/COUNTY-  TX/NUECES
 AC8479  USGS QUAD   -  OSO CREEK NE (1975)
 AC8479
 AC8479                         *CURRENT SURVEY CONTROL
 AC8479  ___________________________________________________________________
 AC8479* NAD 83(1986)-  27 42 20.     (N)    097 16 51.     (W)     SCALED    
 AC8479* NAVD 88     -         3.613  (meters)      11.85   (feet)  ADJUSTED  
 AC8479  ___________________________________________________________________
 AC8479  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AC8479  DYNAMIC HT  -           3.608 (meters)      11.84  (feet)  COMP
 AC8479  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 AC8479
 AC8479  VERT ORDER  -  FIRST     CLASS II
 AC8479
 AC8479.The horizontal coordinates were scaled from a topographic map and have
 AC8479.an estimated accuracy of +/- 6 seconds.
 AC8479
 AC8479.The orthometric height was determined by differential leveling
 AC8479.and adjusted by the National Geodetic Survey in December 1997..
 AC8479
 AC8479.This Tidal Bench Mark is designated as VM 14109
 AC8479.by the Center for Operational Oceanographic Products and Services.
 AC8479
 AC8479.The geoid height was determined by GEOID03.
 AC8479
 AC8479.The dynamic height is computed by dividing the NAVD 88
 AC8479.geopotential number by the normal gravity value computed on the
 AC8479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8479.degrees latitude (g = 980.6199 gals.).
 AC8479
 AC8479.The modeled gravity was interpolated from observed gravity values.
 AC8479
 AC8479;                    North         East    Units  Estimated Accuracy
 AC8479;SPC TX S     - 5,226,480.      420,240.      MT  (+/- 180 meters Scaled)
 AC8479
 AC8479                          SUPERSEDED SURVEY CONTROL
 AC8479
 AC8479.No superseded survey control is available for this station.
 AC8479
 AC8479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR695657(NAD 83)
 AC8479_MARKER: DD = SURVEY DISK
 AC8479_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8479_SP_SET: SEAWALL
 AC8479_STAMPING: 89001-A 1989
 AC8479_MARK LOGO: CBI   
 AC8479_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8479+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8479
 AC8479  HISTORY     - Date     Condition        Report By
 AC8479  HISTORY     - 1989     MONUMENTED       CBI
 AC8479  HISTORY     - 19970205 GOOD             NGS
 AC8479
 AC8479                          STATION DESCRIPTION
 AC8479
 AC8479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8479'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AC8479'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.9 KM (1.20 MI)
 AC8479'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 1.5 KM (0.95 MI) WESTERLY
 AC8479'ALONG OCEAN DRIVE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG A ROAD
 AC8479'LEADING TO A PIER, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG THE PIER,
 AC8479'ON THE CORPUS CHRISTI NAVAL AIR STATION, NEAR THE CENTER OF A SEAWALL,
 AC8479'45.1 M (148.0 FT) SOUTH OF THE NORTH END OF THE PIER, 14.3 M (46.9 FT)
 AC8479'WEST OF THE CENTER OF THE PIER, 14.1 M (46.3 FT) SOUTH OF THE CENTER 1
 AC8479'OF 3 TIDE GAUGES, 1.0 M (3.3 FT) NORTH OF A MOORING CLEAT, AND 0.1 M
 AC8479'(0.3 FT) ABOVE THE LEVEL OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8477 ***********************************************************************
 AC8477  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8477  DESIGNATION -  89001 B=877 5421 B TIDAL
 AC8477  PID         -  AC8477
 AC8477  STATE/COUNTY-  TX/NUECES
 AC8477  USGS QUAD   -  OSO CREEK NE (1975)
 AC8477
 AC8477                         *CURRENT SURVEY CONTROL
 AC8477  ___________________________________________________________________
 AC8477* NAD 83(1986)-  27 42 16.     (N)    097 16 51.     (W)     SCALED    
 AC8477* NAVD 88     -         3.627  (meters)      11.90   (feet)  ADJUSTED  
 AC8477  ___________________________________________________________________
 AC8477  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AC8477  DYNAMIC HT  -           3.621 (meters)      11.88  (feet)  COMP
 AC8477  MODELED GRAV-     979,129.3   (mgal)                       NAVD 88
 AC8477
 AC8477  VERT ORDER  -  FIRST     CLASS II
 AC8477
 AC8477.The horizontal coordinates were scaled from a topographic map and have
 AC8477.an estimated accuracy of +/- 6 seconds.
 AC8477
 AC8477.The orthometric height was determined by differential leveling
 AC8477.and adjusted by the National Geodetic Survey in December 1997..
 AC8477
 AC8477.This Tidal Bench Mark is designated as VM 14110
 AC8477.by the Center for Operational Oceanographic Products and Services.
 AC8477
 AC8477.The geoid height was determined by GEOID03.
 AC8477
 AC8477.The dynamic height is computed by dividing the NAVD 88
 AC8477.geopotential number by the normal gravity value computed on the
 AC8477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8477.degrees latitude (g = 980.6199 gals.).
 AC8477
 AC8477.The modeled gravity was interpolated from observed gravity values.
 AC8477
 AC8477;                    North         East    Units  Estimated Accuracy
 AC8477;SPC TX S     - 5,226,360.      420,240.      MT  (+/- 180 meters Scaled)
 AC8477
 AC8477                          SUPERSEDED SURVEY CONTROL
 AC8477
 AC8477.No superseded survey control is available for this station.
 AC8477
 AC8477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR695656(NAD 83)
 AC8477_MARKER: DB = BENCH MARK DISK
 AC8477_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8477_SP_SET: SEAWALL
 AC8477_STAMPING: 89001-B 1989
 AC8477_MARK LOGO: CBI   
 AC8477_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8477+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8477
 AC8477  HISTORY     - Date     Condition        Report By
 AC8477  HISTORY     - 1989     MONUMENTED       CBI
 AC8477  HISTORY     - 19970205 GOOD             NGS
 AC8477
 AC8477                          STATION DESCRIPTION
 AC8477
 AC8477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8477'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AC8477'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.9 KM (1.20 MI)
 AC8477'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 1.5 KM (0.95 MI) WESTERLY
 AC8477'ALONG OCEAN DRIVE, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG A ROAD
 AC8477'LEADING TO A PIER, ON THE CORPUS CHRISTI NAVAL AIR STATION, IN A
 AC8477'CONCRETE SEAWALL, 42.3 M (138.8 FT) WEST OF THE ROAD CENTER, 11.6 M
 AC8477'(38.1 FT) EAST OF BENCH MARK B 910, 6.5 M (21.3 FT) NORTHEAST OF THE
 AC8477'NORTH LEG OF A SIGN (FISHING PROHIBITED) , 0.3 M (1.0 FT) NORTH OF A
 AC8477'SET OF STEPS, AND LEVEL WITH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8474 ***********************************************************************
 AC8474  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8474  DESIGNATION -  89001 C=877 5421 C TIDAL
 AC8474  PID         -  AC8474
 AC8474  STATE/COUNTY-  TX/NUECES
 AC8474  USGS QUAD   -  OSO CREEK NE (1975)
 AC8474
 AC8474                         *CURRENT SURVEY CONTROL
 AC8474  ___________________________________________________________________
 AC8474* NAD 83(1986)-  27 42 02.     (N)    097 16 49.     (W)     SCALED    
 AC8474* NAVD 88     -         3.881  (meters)      12.73   (feet)  ADJUSTED  
 AC8474  ___________________________________________________________________
 AC8474  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AC8474  DYNAMIC HT  -           3.875 (meters)      12.71  (feet)  COMP
 AC8474  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 AC8474
 AC8474  VERT ORDER  -  FIRST     CLASS II
 AC8474
 AC8474.The horizontal coordinates were scaled from a topographic map and have
 AC8474.an estimated accuracy of +/- 6 seconds.
 AC8474
 AC8474.The orthometric height was determined by differential leveling
 AC8474.and adjusted by the National Geodetic Survey in December 1997..
 AC8474
 AC8474.This Tidal Bench Mark is designated as VM 14111
 AC8474.by the Center for Operational Oceanographic Products and Services.
 AC8474
 AC8474.The geoid height was determined by GEOID03.
 AC8474
 AC8474.The dynamic height is computed by dividing the NAVD 88
 AC8474.geopotential number by the normal gravity value computed on the
 AC8474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8474.degrees latitude (g = 980.6199 gals.).
 AC8474
 AC8474.The modeled gravity was interpolated from observed gravity values.
 AC8474
 AC8474;                    North         East    Units  Estimated Accuracy
 AC8474;SPC TX S     - 5,225,930.      420,300.      MT  (+/- 180 meters Scaled)
 AC8474
 AC8474                          SUPERSEDED SURVEY CONTROL
 AC8474
 AC8474.No superseded survey control is available for this station.
 AC8474
 AC8474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR695652(NAD 83)
 AC8474_MARKER: DD = SURVEY DISK
 AC8474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8474_STAMPING: 89001-C 1989
 AC8474_MARK LOGO: CBI   
 AC8474_PROJECTION: FLUSH
 AC8474_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8474+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8474_ROD/PIPE-DEPTH: 14.6 meters
 AC8474
 AC8474  HISTORY     - Date     Condition        Report By
 AC8474  HISTORY     - 1989     MONUMENTED       CBI
 AC8474  HISTORY     - 19970205 GOOD             NGS
 AC8474
 AC8474                          STATION DESCRIPTION
 AC8474
 AC8474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8474'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AC8474'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.9 KM (1.20 MI)
 AC8474'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 1.3 KM (0.80 MI) WESTERLY
 AC8474'ALONG OCEAN DRIVE, ON THE CORPUS CHRISTI NAVAL AIR STATION, 19.1 M
 AC8474'(62.7 FT) SOUTH OF THE DRIVE CENTERLINE, 12.7 M (41.7 FT) WEST OF THE
 AC8474'CENTERLINE OF A ROAD LEADING TO THE DEPARTMENT OF PUBLIC WORKS, 0.3 M
 AC8474'(1.0 FT) ABOVE THE LEVEL OF THE DRIVE, AND 0.3 M (1.0 FT) NORTH OF A
 AC8474'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS
 AC8474'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8473 ***********************************************************************
 AC8473  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8473  DESIGNATION -  89001 D=877 5421 D TIDAL
 AC8473  PID         -  AC8473
 AC8473  STATE/COUNTY-  TX/NUECES
 AC8473  USGS QUAD   -  OSO CREEK NE (1975)
 AC8473
 AC8473                         *CURRENT SURVEY CONTROL
 AC8473  ___________________________________________________________________
 AC8473* NAD 83(1986)-  27 41 41.     (N)    097 16 44.     (W)     SCALED    
 AC8473* NAVD 88     -         3.940  (meters)      12.93   (feet)  ADJUSTED  
 AC8473  ___________________________________________________________________
 AC8473  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AC8473  DYNAMIC HT  -           3.934 (meters)      12.91  (feet)  COMP
 AC8473  MODELED GRAV-     979,128.9   (mgal)                       NAVD 88
 AC8473
 AC8473  VERT ORDER  -  FIRST     CLASS II
 AC8473
 AC8473.The horizontal coordinates were scaled from a topographic map and have
 AC8473.an estimated accuracy of +/- 6 seconds.
 AC8473
 AC8473.The orthometric height was determined by differential leveling
 AC8473.and adjusted by the National Geodetic Survey in December 1997..
 AC8473
 AC8473.This Tidal Bench Mark is designated as VM 11059
 AC8473.by the Center for Operational Oceanographic Products and Services.
 AC8473
 AC8473.The geoid height was determined by GEOID03.
 AC8473
 AC8473.The dynamic height is computed by dividing the NAVD 88
 AC8473.geopotential number by the normal gravity value computed on the
 AC8473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8473.degrees latitude (g = 980.6199 gals.).
 AC8473
 AC8473.The modeled gravity was interpolated from observed gravity values.
 AC8473
 AC8473;                    North         East    Units  Estimated Accuracy
 AC8473;SPC TX S     - 5,225,280.      420,440.      MT  (+/- 180 meters Scaled)
 AC8473
 AC8473                          SUPERSEDED SURVEY CONTROL
 AC8473
 AC8473.No superseded survey control is available for this station.
 AC8473
 AC8473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR697645(NAD 83)
 AC8473_MARKER: DD = SURVEY DISK
 AC8473_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8473_STAMPING: 89001-D 1989
 AC8473_MARK LOGO: CBI   
 AC8473_PROJECTION: FLUSH
 AC8473_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8473+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8473_ROD/PIPE-DEPTH: 13.4 meters
 AC8473
 AC8473  HISTORY     - Date     Condition        Report By
 AC8473  HISTORY     - 1989     MONUMENTED       CBI
 AC8473  HISTORY     - 19970205 GOOD             NGS
 AC8473
 AC8473                          STATION DESCRIPTION
 AC8473
 AC8473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8473'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AC8473'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.6 KM (1.00 MI)
 AC8473'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 0.1 KM (0.05 MI) WESTERLY
 AC8473'ALONG D STREET, ON THE CORPUS CHRISTI NAVAL AIR STATION, 31.1 M (102.0
 AC8473'FT) WEST OF THE CENTERLINE OF CRECY STREET, 29.2 M (95.8 FT) NORTH OF
 AC8473'THE CENTER OF D STREET, 28.1 M (92.2 FT) EAST OF THE CENTERLINE OF
 AC8473'FIRST STREET, 8.5 M (27.9 FT) SOUTH OF THE SOUTH EDGE OF A PARKING
 AC8473'AREA, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET, AND 0.3 M (1.0 FT)
 AC8473'SOUTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC
 AC8473'PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8472 ***********************************************************************
 AC8472  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8472  DESIGNATION -  89001 E=877 5421 E TIDAL
 AC8472  PID         -  AC8472
 AC8472  STATE/COUNTY-  TX/NUECES
 AC8472  USGS QUAD   -  OSO CREEK NE (1975)
 AC8472
 AC8472                         *CURRENT SURVEY CONTROL
 AC8472  ___________________________________________________________________
 AC8472* NAD 83(1986)-  27 41 41.     (N)    097 16 13.     (W)     SCALED    
 AC8472* NAVD 88     -         4.703  (meters)      15.43   (feet)  ADJUSTED  
 AC8472  ___________________________________________________________________
 AC8472  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AC8472  DYNAMIC HT  -           4.696 (meters)      15.41  (feet)  COMP
 AC8472  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AC8472
 AC8472  VERT ORDER  -  FIRST     CLASS II
 AC8472
 AC8472.The horizontal coordinates were scaled from a topographic map and have
 AC8472.an estimated accuracy of +/- 6 seconds.
 AC8472
 AC8472.The orthometric height was determined by differential leveling
 AC8472.and adjusted by the National Geodetic Survey in December 1997..
 AC8472
 AC8472.This Tidal Bench Mark is designated as VM 14112
 AC8472.by the Center for Operational Oceanographic Products and Services.
 AC8472
 AC8472.The geoid height was determined by GEOID03.
 AC8472
 AC8472.The dynamic height is computed by dividing the NAVD 88
 AC8472.geopotential number by the normal gravity value computed on the
 AC8472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8472.degrees latitude (g = 980.6199 gals.).
 AC8472
 AC8472.The modeled gravity was interpolated from observed gravity values.
 AC8472
 AC8472;                    North         East    Units  Estimated Accuracy
 AC8472;SPC TX S     - 5,225,290.      421,290.      MT  (+/- 180 meters Scaled)
 AC8472
 AC8472                          SUPERSEDED SURVEY CONTROL
 AC8472
 AC8472.No superseded survey control is available for this station.
 AC8472
 AC8472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR705645(NAD 83)
 AC8472_MARKER: DD = SURVEY DISK
 AC8472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8472_STAMPING: 89001-E 1989
 AC8472_MARK LOGO: CBI   
 AC8472_PROJECTION: FLUSH
 AC8472_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8472+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8472_ROD/PIPE-DEPTH: 13.4 meters
 AC8472
 AC8472  HISTORY     - Date     Condition        Report By
 AC8472  HISTORY     - 1989     MONUMENTED       CBI
 AC8472  HISTORY     - 19970205 GOOD             NGS
 AC8472
 AC8472                          STATION DESCRIPTION
 AC8472
 AC8472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8472'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AC8472'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.6 KM (1.00 MI)
 AC8472'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 0.2 KM (0.10 MI) WESTERLY
 AC8472'ALONG D STREET, ON THE CORPUS CHRISTI NAVAL AIR STATION, 27.0 M (88.6
 AC8472'FT) WEST OF THE CENTERLINE OF 5TH STREET, 10.9 M (35.8 FT) NORTH OF
 AC8472'THE CENTER OF D STREET, 3.9 M (12.8 FT) NORTHWEST OF A UTILITY POLE,
 AC8472'0.7 M (2.3 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 0.3 M (1.0 FT)
 AC8472'ABOVE THE LEVEL OF THE STREET, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 AC8472'POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS RECESSED
 AC8472'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8478 ***********************************************************************
 AC8478  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8478  DESIGNATION -  89001 G=877 5421 G TIDAL
 AC8478  PID         -  AC8478
 AC8478  STATE/COUNTY-  TX/NUECES
 AC8478  USGS QUAD   -  OSO CREEK NE (1975)
 AC8478
 AC8478                         *CURRENT SURVEY CONTROL
 AC8478  ___________________________________________________________________
 AC8478* NAD 83(1986)-  27 42 16.     (N)    097 16 49.     (W)     SCALED    
 AC8478* NAVD 88     -         3.619  (meters)      11.87   (feet)  ADJUSTED  
 AC8478  ___________________________________________________________________
 AC8478  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AC8478  DYNAMIC HT  -           3.614 (meters)      11.86  (feet)  COMP
 AC8478  MODELED GRAV-     979,129.3   (mgal)                       NAVD 88
 AC8478
 AC8478  VERT ORDER  -  FIRST     CLASS II
 AC8478
 AC8478.The horizontal coordinates were scaled from a topographic map and have
 AC8478.an estimated accuracy of +/- 6 seconds.
 AC8478
 AC8478.The orthometric height was determined by differential leveling
 AC8478.and adjusted by the National Geodetic Survey in December 1997..
 AC8478
 AC8478.This Tidal Bench Mark is designated as VM 11061
 AC8478.by the Center for Operational Oceanographic Products and Services.
 AC8478
 AC8478.The geoid height was determined by GEOID03.
 AC8478
 AC8478.The dynamic height is computed by dividing the NAVD 88
 AC8478.geopotential number by the normal gravity value computed on the
 AC8478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8478.degrees latitude (g = 980.6199 gals.).
 AC8478
 AC8478.The modeled gravity was interpolated from observed gravity values.
 AC8478
 AC8478;                    North         East    Units  Estimated Accuracy
 AC8478;SPC TX S     - 5,226,360.      420,290.      MT  (+/- 180 meters Scaled)
 AC8478
 AC8478                          SUPERSEDED SURVEY CONTROL
 AC8478
 AC8478.No superseded survey control is available for this station.
 AC8478
 AC8478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR695656(NAD 83)
 AC8478_MARKER: DJ = TIDAL STATION DISK
 AC8478_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8478_SP_SET: SEAWALL
 AC8478_STAMPING: 89001-G 1989
 AC8478_MARK LOGO: NOS   
 AC8478_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8478+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8478
 AC8478  HISTORY     - Date     Condition        Report By
 AC8478  HISTORY     - 1989     MONUMENTED       NOS
 AC8478  HISTORY     - 19970205 GOOD             NGS
 AC8478
 AC8478                          STATION DESCRIPTION
 AC8478
 AC8478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8478'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AC8478'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.9 KM (1.20 MI)
 AC8478'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 1.5 KM (0.95 MI) WESTERLY
 AC8478'ALONG OCEAN DRIVE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG A ROAD
 AC8478'LEADING TO A PIER, ON THE CORPUS CHRISTI NAVAL AIR STATION, IN A
 AC8478'CONCRETE SEAWALL, 35.4 M (116.1 FT) NORTH OF A FIRE HYDRANT, 33.7 M
 AC8478'(110.6 FT) NORTH OF THE SOUTH END OF THE PIER, 14.5 M (47.6 FT) EAST
 AC8478'OF THE ROAD CENTER, 2.0 M (6.6 FT) SOUTHEAST OF THE 2ND MOORING CLEAT
 AC8478'NORTH OF THE SOUTH END OF THE PIER, AND 0.1 M (0.3 FT) ABOVE THE LEVEL
 AC8478'OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8476 ***********************************************************************
 AC8476  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8476  DESIGNATION -  89001 H=877 5421 H TIDAL
 AC8476  PID         -  AC8476
 AC8476  STATE/COUNTY-  TX/NUECES
 AC8476  USGS QUAD   -  OSO CREEK NE (1975)
 AC8476
 AC8476                         *CURRENT SURVEY CONTROL
 AC8476  ___________________________________________________________________
 AC8476* NAD 83(1986)-  27 42 10.     (N)    097 16 52.     (W)     SCALED    
 AC8476* NAVD 88     -         3.814  (meters)      12.51   (feet)  ADJUSTED  
 AC8476  ___________________________________________________________________
 AC8476  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AC8476  DYNAMIC HT  -           3.809 (meters)      12.50  (feet)  COMP
 AC8476  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AC8476
 AC8476  VERT ORDER  -  FIRST     CLASS II
 AC8476
 AC8476.The horizontal coordinates were scaled from a topographic map and have
 AC8476.an estimated accuracy of +/- 6 seconds.
 AC8476
 AC8476.The orthometric height was determined by differential leveling
 AC8476.and adjusted by the National Geodetic Survey in December 1997..
 AC8476
 AC8476.This Tidal Bench Mark is designated as VM 11062
 AC8476.by the Center for Operational Oceanographic Products and Services.
 AC8476
 AC8476.The geoid height was determined by GEOID03.
 AC8476
 AC8476.The dynamic height is computed by dividing the NAVD 88
 AC8476.geopotential number by the normal gravity value computed on the
 AC8476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8476.degrees latitude (g = 980.6199 gals.).
 AC8476
 AC8476.The modeled gravity was interpolated from observed gravity values.
 AC8476
 AC8476;                    North         East    Units  Estimated Accuracy
 AC8476;SPC TX S     - 5,226,170.      420,210.      MT  (+/- 180 meters Scaled)
 AC8476
 AC8476                          SUPERSEDED SURVEY CONTROL
 AC8476
 AC8476.No superseded survey control is available for this station.
 AC8476
 AC8476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR694654(NAD 83)
 AC8476_MARKER: DJ = TIDAL STATION DISK
 AC8476_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC8476+WITH SETTING: PAVEMENT
 AC8476_SP_SET: APRON
 AC8476_STAMPING: 89001-H 1989
 AC8476_MARK LOGO: NOS   
 AC8476_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8476+STABILITY: SURFACE MOTION
 AC8476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8476+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8476
 AC8476  HISTORY     - Date     Condition        Report By
 AC8476  HISTORY     - 1989     MONUMENTED       NOS
 AC8476  HISTORY     - 19970205 GOOD             NGS
 AC8476
 AC8476                          STATION DESCRIPTION
 AC8476
 AC8476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8476'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AC8476'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.9 KM (1.20 MI)
 AC8476'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 1.5 KM (0.95 MI) WESTERLY
 AC8476'ALONG OCEAN DRIVE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A ROAD
 AC8476'LEADING TO A PIER, ON THE CORPUS CHRISTI NAVAL AIR STATION, NEAR THE
 AC8476'NORTHWEST CORNER OF A CONCRETE APRON IS FRONT OF BUILDING NUMBER 1823,
 AC8476'10.9 M (35.8 FT) EAST OF THE ROAD CENTER, 8.3 M (27.2 FT) NORTH OF THE
 AC8476'SOUTHWEST CORNER OF THE BUILDING, 1.6 M (5.2 FT) SOUTHWEST OF THE
 AC8476'NORTHWEST CORNER OF THE BUILDING, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 AC8476'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8475 ***********************************************************************
 AC8475  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8475  DESIGNATION -  89001 I=877 5421 I TIDAL
 AC8475  PID         -  AC8475
 AC8475  STATE/COUNTY-  TX/NUECES
 AC8475  USGS QUAD   -  OSO CREEK NE (1975)
 AC8475
 AC8475                         *CURRENT SURVEY CONTROL
 AC8475  ___________________________________________________________________
 AC8475* NAD 83(1986)-  27 42 07.     (N)    097 16 55.     (W)     SCALED    
 AC8475* NAVD 88     -         3.993  (meters)      13.10   (feet)  ADJUSTED  
 AC8475  ___________________________________________________________________
 AC8475  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AC8475  DYNAMIC HT  -           3.987 (meters)      13.08  (feet)  COMP
 AC8475  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 AC8475
 AC8475  VERT ORDER  -  FIRST     CLASS II
 AC8475
 AC8475.The horizontal coordinates were scaled from a topographic map and have
 AC8475.an estimated accuracy of +/- 6 seconds.
 AC8475
 AC8475.The orthometric height was determined by differential leveling
 AC8475.and adjusted by the National Geodetic Survey in December 1997..
 AC8475
 AC8475.This Tidal Bench Mark is designated as VM 11063
 AC8475.by the Center for Operational Oceanographic Products and Services.
 AC8475
 AC8475.The geoid height was determined by GEOID03.
 AC8475
 AC8475.The dynamic height is computed by dividing the NAVD 88
 AC8475.geopotential number by the normal gravity value computed on the
 AC8475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8475.degrees latitude (g = 980.6199 gals.).
 AC8475
 AC8475.The modeled gravity was interpolated from observed gravity values.
 AC8475
 AC8475;                    North         East    Units  Estimated Accuracy
 AC8475;SPC TX S     - 5,226,080.      420,130.      MT  (+/- 180 meters Scaled)
 AC8475
 AC8475                          SUPERSEDED SURVEY CONTROL
 AC8475
 AC8475.No superseded survey control is available for this station.
 AC8475
 AC8475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR694653(NAD 83)
 AC8475_MARKER: DJ = TIDAL STATION DISK
 AC8475_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC8475_SP_SET: FOOTING
 AC8475_STAMPING: 89001-I 1989
 AC8475_MARK LOGO: NOS   
 AC8475_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8475+STABILITY: SURFACE MOTION
 AC8475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8475+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8475
 AC8475  HISTORY     - Date     Condition        Report By
 AC8475  HISTORY     - 1989     MONUMENTED       NOS
 AC8475  HISTORY     - 19970205 GOOD             NGS
 AC8475
 AC8475                          STATION DESCRIPTION
 AC8475
 AC8475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8475'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AC8475'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.9 KM (1.20 MI)
 AC8475'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 1.5 KM (0.95 MI) WESTERLY
 AC8475'ALONG OCEAN DRIVE, ON THE CORPUS CHRISTI NAVAL AIR STATION, NEAR THE
 AC8475'WEST CORNER OF THE CONCRETE FOOTING FOR A TAXIWAY LIGHT, 23.8 M (78.1
 AC8475'FT) NORTH OF THE DRIVE CENTERLINE, 15.8 M (51.8 FT) WEST OF THE
 AC8475'CENTERLINE OF A TAXIWAY, 6.0 M (19.7 FT) NORTHEAST OF AN UNDERGROUND
 AC8475'CABLE JUNCTION BOX, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0887 ***********************************************************************
 DN0887  DESIGNATION -  892
 DN0887  PID         -  DN0887
 DN0887  STATE/COUNTY-  TX/MONTAGUE
 DN0887  USGS QUAD   -  NOCONA (1982)
 DN0887
 DN0887                         *CURRENT SURVEY CONTROL
 DN0887  ___________________________________________________________________
 DN0887* NAD 83(1986)-  33 46 48.     (N)    097 38 38.     (W)     SCALED    
 DN0887* NAVD 88     -       272.191  (meters)     893.01   (feet)  ADJUSTED  
 DN0887  ___________________________________________________________________
 DN0887  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DN0887  DYNAMIC HT  -         271.899 (meters)     892.06  (feet)  COMP
 DN0887  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 DN0887
 DN0887  VERT ORDER  -  SECOND    CLASS 0
 DN0887
 DN0887.The horizontal coordinates were scaled from a topographic map and have
 DN0887.an estimated accuracy of +/- 6 seconds.
 DN0887
 DN0887.The orthometric height was determined by differential leveling
 DN0887.and adjusted by the National Geodetic Survey in June 1991..
 DN0887
 DN0887.The geoid height was determined by GEOID03.
 DN0887
 DN0887.The dynamic height is computed by dividing the NAVD 88
 DN0887.geopotential number by the normal gravity value computed on the
 DN0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0887.degrees latitude (g = 980.6199 gals.).
 DN0887
 DN0887.The modeled gravity was interpolated from observed gravity values.
 DN0887
 DN0887;                    North         East    Units  Estimated Accuracy
 DN0887;SPC TXNC     - 2,234,680.      679,290.      MT  (+/- 180 meters Scaled)
 DN0887
 DN0887                          SUPERSEDED SURVEY CONTROL
 DN0887
 DN0887  NGVD 29 (??/??/92)  272.107  (m)          892.74   (f) ADJ UNCH    2 0
 DN0887
 DN0887.Superseded values are not recommended for survey control.
 DN0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0887.See file dsdata.txt to determine how the superseded data were derived.
 DN0887
 DN0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC255385(NAD 83)
 DN0887_MARKER: P = PIPE CAP
 DN0887_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0887_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0887_STAMPING: 892 GAINV 7
 DN0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0887
 DN0887  HISTORY     - Date     Condition        Report By
 DN0887  HISTORY     - UNK      MONUMENTED       CGS
 DN0887  HISTORY     - 1950     GOOD             NGS
 DN0887  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN0887
 DN0887                          STATION DESCRIPTION
 DN0887
 DN0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0887'3.3 MI NW FROM BONITA.
 DN0887'ABOUT 3.3 MILES NORTHWEST ALONG THE M.K.T. RAILROAD FROM THE DEPOT IN
 DN0887'BONITA, MONTAGUE COUNTY.  IT IS ABOUT 200 YARDS SOUTHWEST FROM A SMALL
 DN0887'FARM HOUSE, ON THE TOP OF THE DIRT BANK DIVIDING THE RAILROAD AND THE
 DN0887'DIRT ROAD, 25 FEET SOUTH EAST OF THE CENTERLINE OF THE ROAD CROSSING
 DN0887'THE TRACKS, 35 FEET SOUTH OF THE CENTERLINE OF THE TRACKS, 50 FEET
 DN0887'NORTH OF THE CENTERLINE OF THE DIRT ROAD AND 50 FEET NORTHWEST OF C
 DN0887'245 BM.  IT IS ABOUT 2 FEET ABOVE THE CENTERLINE LEVEL OF THE TRACKS
 DN0887'AND PROJECTS ABOUT 1 1/2 FEET.  TO REACH FROM BONITA. FOLLOW THE MAIN
 DN0887'DIRT ROAD NORTHWEST 3.3 MILES TO THE ROAD CROSSING AND THE MARK.
 DN0887
 DN0887                          STATION RECOVERY (1995)
 DN0887
 DN0887'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0704 ***********************************************************************
 BM0704  DESIGNATION -  893 SA
 BM0704  PID         -  BM0704
 BM0704  STATE/COUNTY-  TX/WILLIAMSON
 BM0704  USGS QUAD   -  LEANDER (1987)
 BM0704
 BM0704                         *CURRENT SURVEY CONTROL
 BM0704  ___________________________________________________________________
 BM0704* NAD 83(1986)-  30 30 12.     (N)    097 48 31.     (W)     SCALED    
 BM0704* NAVD 88     -       270.018  (meters)     885.88   (feet)  ADJUSTED  
 BM0704  ___________________________________________________________________
 BM0704  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BM0704  DYNAMIC HT  -         269.650 (meters)     884.68  (feet)  COMP
 BM0704  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 BM0704
 BM0704  VERT ORDER  -  SECOND    CLASS 0
 BM0704
 BM0704.The horizontal coordinates were scaled from a topographic map and have
 BM0704.an estimated accuracy of +/- 6 seconds.
 BM0704
 BM0704.The orthometric height was determined by differential leveling
 BM0704.and adjusted by the National Geodetic Survey in June 1991..
 BM0704
 BM0704.The geoid height was determined by GEOID03.
 BM0704
 BM0704.The dynamic height is computed by dividing the NAVD 88
 BM0704.geopotential number by the normal gravity value computed on the
 BM0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0704.degrees latitude (g = 980.6199 gals.).
 BM0704
 BM0704.The modeled gravity was interpolated from observed gravity values.
 BM0704
 BM0704;                    North         East    Units  Estimated Accuracy
 BM0704;SPC TX C     - 3,095,500.      942,320.      MT  (+/- 180 meters Scaled)
 BM0704
 BM0704                          SUPERSEDED SURVEY CONTROL
 BM0704
 BM0704  NGVD 29 (??/??/92)  269.944  (m)          885.64   (f) ADJ UNCH    2 0
 BM0704
 BM0704.Superseded values are not recommended for survey control.
 BM0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0704.See file dsdata.txt to determine how the superseded data were derived.
 BM0704
 BM0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU143751(NAD 83)
 BM0704_MARKER: P = PIPE CAP
 BM0704_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0704_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0704_STAMPING: 893 SA
 BM0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0704
 BM0704  HISTORY     - Date     Condition        Report By
 BM0704  HISTORY     - UNK      MONUMENTED       USGS
 BM0704  HISTORY     - 1933     GOOD             NGS
 BM0704  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0704
 BM0704                          STATION DESCRIPTION
 BM0704
 BM0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0704'0.6 MI E FROM CEDAR PARK.
 BM0704'0.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM CEDAR
 BM0704'PARK, WILLIAMSON COUNTY, WEST OF THE ROUND ROCK-BUTTERCUP ROAD
 BM0704'CROSSING, AND 26 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A USGS
 BM0704'SURVEY STANDARD CAP, STAMPED 893 SA AND RIVETED ON THE TOP OF A 3-1/2
 BM0704'INCH IRON PIPE.
 BM0704
 BM0704                          STATION RECOVERY (1999)
 BM0704
 BM0704'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0871 ***********************************************************************
 DN0871  DESIGNATION -  894 GAINV
 DN0871  PID         -  DN0871
 DN0871  STATE/COUNTY-  TX/MONTAGUE
 DN0871  USGS QUAD   -  RINGGOLD (1968)
 DN0871
 DN0871                         *CURRENT SURVEY CONTROL
 DN0871  ___________________________________________________________________
 DN0871* NAD 83(1986)-  33 49 04.     (N)    097 56 33.     (W)     SCALED    
 DN0871* NAVD 88     -       272.721  (meters)     894.75   (feet)  ADJUSTED  
 DN0871  ___________________________________________________________________
 DN0871  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DN0871  DYNAMIC HT  -         272.424 (meters)     893.78  (feet)  COMP
 DN0871  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 DN0871
 DN0871  VERT ORDER  -  FIRST     CLASS II
 DN0871
 DN0871.The horizontal coordinates were scaled from a topographic map and have
 DN0871.an estimated accuracy of +/- 6 seconds.
 DN0871
 DN0871.The orthometric height was determined by differential leveling
 DN0871.and adjusted by the National Geodetic Survey in June 1991..
 DN0871
 DN0871.The geoid height was determined by GEOID03.
 DN0871
 DN0871.The dynamic height is computed by dividing the NAVD 88
 DN0871.geopotential number by the normal gravity value computed on the
 DN0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0871.degrees latitude (g = 980.6199 gals.).
 DN0871
 DN0871.The modeled gravity was interpolated from observed gravity values.
 DN0871
 DN0871;                    North         East    Units  Estimated Accuracy
 DN0871;SPC TXNC     - 2,238,680.      651,610.      MT  (+/- 180 meters Scaled)
 DN0871
 DN0871                          SUPERSEDED SURVEY CONTROL
 DN0871
 DN0871  NGVD 29 (??/??/92)  272.62   (m)          894.4    (f) COMPUTED    1 2
 DN0871
 DN0871.Superseded values are not recommended for survey control.
 DN0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0871.See file dsdata.txt to determine how the superseded data were derived.
 DN0871
 DN0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC978424(NAD 83)
 DN0871_MARKER: P = PIPE CAP
 DN0871_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0871_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0871_STAMPING: 894.414 GAINV
 DN0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0871
 DN0871  HISTORY     - Date     Condition        Report By
 DN0871  HISTORY     - UNK      MONUMENTED       USGS
 DN0871  HISTORY     - 1952     GOOD             NGS
 DN0871  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0871
 DN0871                          STATION DESCRIPTION
 DN0871
 DN0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0871'IN RINGOLD.
 DN0871'AT RINGOLD, AT THE MISSOURI, KANSAS AND TEXAS RAILROAD STATION, 95
 DN0871'FEET EAST OF THE SOUTHEAST CORNER OF THE STATION, 20.5 FEET NORTH OF
 DN0871'THE NORTH RAIL OF THE MAIN TRACK, 19.5 FEET SOUTH OF THE SOUTH RAIL OF
 DN0871'A SIDE TRACK, 26.4 FEET WEST OF A TELEGRAPH POLE, RIVETED ON THE TOP
 DN0871'OF AN IRON PIPE WHICH IS FLUSH WITH THE GROUND.
 DN0871
 DN0871                          STATION RECOVERY (1996)
 DN0871
 DN0871'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0877 ***********************************************************************
 DN0877  DESIGNATION -  896
 DN0877  PID         -  DN0877
 DN0877  STATE/COUNTY-  TX/MONTAGUE
 DN0877  USGS QUAD   -  BELCHERVILLE (1967)
 DN0877
 DN0877                         *CURRENT SURVEY CONTROL
 DN0877  ___________________________________________________________________
 DN0877* NAD 83(1986)-  33 47 53.     (N)    097 49 57.     (W)     SCALED    
 DN0877* NAVD 88     -       273.522  (meters)     897.38   (feet)  ADJUSTED  
 DN0877  ___________________________________________________________________
 DN0877  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DN0877  DYNAMIC HT  -         273.227 (meters)     896.41  (feet)  COMP
 DN0877  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DN0877
 DN0877  VERT ORDER  -  SECOND    CLASS 0
 DN0877
 DN0877.The horizontal coordinates were scaled from a topographic map and have
 DN0877.an estimated accuracy of +/- 6 seconds.
 DN0877
 DN0877.The orthometric height was determined by differential leveling
 DN0877.and adjusted by the National Geodetic Survey in June 1991..
 DN0877
 DN0877.The geoid height was determined by GEOID03.
 DN0877
 DN0877.The dynamic height is computed by dividing the NAVD 88
 DN0877.geopotential number by the normal gravity value computed on the
 DN0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0877.degrees latitude (g = 980.6199 gals.).
 DN0877
 DN0877.The modeled gravity was interpolated from observed gravity values.
 DN0877
 DN0877;                    North         East    Units  Estimated Accuracy
 DN0877;SPC TXNC     - 2,236,550.      661,810.      MT  (+/- 180 meters Scaled)
 DN0877
 DN0877                          SUPERSEDED SURVEY CONTROL
 DN0877
 DN0877  NGVD 29 (??/??/92)  273.43   (m)          897.1    (f) COMPUTED    2 0
 DN0877
 DN0877.Superseded values are not recommended for survey control.
 DN0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0877.See file dsdata.txt to determine how the superseded data were derived.
 DN0877
 DN0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC080403(NAD 83)
 DN0877_MARKER: P = PIPE CAP
 DN0877_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0877_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0877_STAMPING: 896 GAINV.3
 DN0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0877
 DN0877  HISTORY     - Date     Condition        Report By
 DN0877  HISTORY     - UNK      MONUMENTED       CGS
 DN0877  HISTORY     - 1950     GOOD             NGS
 DN0877  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0877
 DN0877                          STATION DESCRIPTION
 DN0877
 DN0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0877'IN BELCHERVILLE.
 DN0877'AT BELCHERVILLE, MONTAGUE COUNTY, 40 FEET NORTHEAST OF THE NORTHEAST
 DN0877'CORNER OF A SMALL DEPOT OR WAITING ROOM, 22 YARDS NORTH OF THE MAIN
 DN0877'LINE, 15 YARDS WEST OF THE CENTERLINE OF A ROAD CROSSING, BETWEEN THE
 DN0877'RAILS OF A SIDING, 1 FOOT SOUTH OF THE SOUTH RAIL AND PROJECTING ABOUT
 DN0877'1 INCH ABOVE THE LEVEL OF THE TIES.
 DN0877
 DN0877                          STATION RECOVERY (1996)
 DN0877
 DN0877'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0825 ***********************************************************************
 DN0825  DESIGNATION -  897 GAINV
 DN0825  PID         -  DN0825
 DN0825  STATE/COUNTY-  TX/MONTAGUE
 DN0825  USGS QUAD   -  RINGGOLD (1968)
 DN0825
 DN0825                         *CURRENT SURVEY CONTROL
 DN0825  ___________________________________________________________________
 DN0825* NAD 83(1986)-  33 46 26.     (N)    097 56 37.     (W)     SCALED    
 DN0825* NAVD 88     -       273.388  (meters)     896.94   (feet)  POSTED    
 DN0825  ___________________________________________________________________
 DN0825  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0825  DYNAMIC HT  -         273.090 (meters)     895.96  (feet)  COMP
 DN0825  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 DN0825
 DN0825  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DN0825
 DN0825.The horizontal coordinates were scaled from a topographic map and have
 DN0825.an estimated accuracy of +/- 6 seconds.
 DN0825
 DN0825.The orthometric height was determined by differential leveling
 DN0825.and adjusted by the National Geodetic Survey in 1992..
 DN0825.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DN0825.rate of 1.1 thru 2.0 mm/km.
 DN0825
 DN0825.The geoid height was determined by GEOID03.
 DN0825
 DN0825.The dynamic height is computed by dividing the NAVD 88
 DN0825.geopotential number by the normal gravity value computed on the
 DN0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0825.degrees latitude (g = 980.6199 gals.).
 DN0825
 DN0825.The modeled gravity was interpolated from observed gravity values.
 DN0825
 DN0825;                    North         East    Units  Estimated Accuracy
 DN0825;SPC TXNC     - 2,233,810.      651,540.      MT  (+/- 180 meters Scaled)
 DN0825
 DN0825                          SUPERSEDED SURVEY CONTROL
 DN0825
 DN0825  NGVD 29 (??/??/92)  273.285  (m)          896.60   (f) ADJ UNCH    1 2
 DN0825
 DN0825.Superseded values are not recommended for survey control.
 DN0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0825.See file dsdata.txt to determine how the superseded data were derived.
 DN0825
 DN0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC978375(NAD 83)
 DN0825_MARKER: P = PIPE CAP
 DN0825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0825_SP_SET: SHALLOW-SET PIPE
 DN0825_STAMPING: 897 GAINV 36
 DN0825_MARK LOGO: USGS  
 DN0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0825
 DN0825  HISTORY     - Date     Condition        Report By
 DN0825  HISTORY     - UNK      MONUMENTED       USGS
 DN0825  HISTORY     - 1952     GOOD             NGS
 DN0825  HISTORY     - 1986     POOR             NGS
 DN0825  HISTORY     - 19980214 GOOD             USPSQD
 DN0825
 DN0825                          STATION DESCRIPTION
 DN0825
 DN0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0825'3.7 MI S FROM RINGOLD.
 DN0825'3.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0825'THE STATION AT RINGOLD, 5 1/2 POLES NORTH OF MILEPOST 528, AT A ROAD
 DN0825'CROSSING, 36 FEET EAST OF THE EAST RAIL, 63 FEET NORTH OF THE CENTER
 DN0825'LINE OF AN EAST AND WEST ROAD, 40 FEET WEST OF THE CENTER LINE OF A
 DN0825'ROAD LEADING NORTH, 27.6 FEET NORTH OF A TELEGRAPH POLE, 2 FEET SOUTH
 DN0825'OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS
 DN0825'1.8 FEET ABOVE THE GROUND.
 DN0825
 DN0825                          STATION RECOVERY (1986)
 DN0825
 DN0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0825'RECOVERED IN POOR CONDITION.  A NEW TO REACH FOLLOWS.  25.0 KM (15.55
 DN0825'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0825'HIGHWAY 287 IN BOWIE, THENCE 0.6 KM (0.35 MI) WEST ALONG A GRAVELED
 DN0825'ROAD.  NOT LEVELED TO DURING THIS SURVEY.
 DN0825
 DN0825                          STATION RECOVERY (1998)
 DN0825
 DN0825'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0061 ***********************************************************************
 BN0061  DESIGNATION -  897 S A
 BN0061  PID         -  BN0061
 BN0061  STATE/COUNTY-  TX/BURNET
 BN0061  USGS QUAD   -  MARBLE FALLS (1967)
 BN0061
 BN0061                         *CURRENT SURVEY CONTROL
 BN0061  ___________________________________________________________________
 BN0061* NAD 83(1986)-  30 36 58.     (N)    098 17 42.     (W)     SCALED    
 BN0061* NAVD 88     -       271.306  (meters)     890.11   (feet)  ADJUSTED  
 BN0061  ___________________________________________________________________
 BN0061  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 BN0061  DYNAMIC HT  -         270.943 (meters)     888.92  (feet)  COMP
 BN0061  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 BN0061
 BN0061  VERT ORDER  -  SECOND    CLASS 0
 BN0061
 BN0061.The horizontal coordinates were scaled from a topographic map and have
 BN0061.an estimated accuracy of +/- 6 seconds.
 BN0061
 BN0061.The orthometric height was determined by differential leveling
 BN0061.and adjusted by the National Geodetic Survey in June 1991..
 BN0061
 BN0061.The geoid height was determined by GEOID03.
 BN0061
 BN0061.The dynamic height is computed by dividing the NAVD 88
 BN0061.geopotential number by the normal gravity value computed on the
 BN0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0061.degrees latitude (g = 980.6199 gals.).
 BN0061
 BN0061.The modeled gravity was interpolated from observed gravity values.
 BN0061
 BN0061;                    North         East    Units  Estimated Accuracy
 BN0061;SPC TX C     - 3,107,040.      895,420.      MT  (+/- 180 meters Scaled)
 BN0061
 BN0061                          SUPERSEDED SURVEY CONTROL
 BN0061
 BN0061  NGVD 29 (??/??/92)  271.245  (m)          889.91   (f) ADJ UNCH    2 0
 BN0061
 BN0061.Superseded values are not recommended for survey control.
 BN0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0061.See file dsdata.txt to determine how the superseded data were derived.
 BN0061
 BN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU675872(NAD 83)
 BN0061_MARKER: P = PIPE CAP
 BN0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BN0061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BN0061_STAMPING: 897 S A
 BN0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0061
 BN0061  HISTORY     - Date     Condition        Report By
 BN0061  HISTORY     - UNK      MONUMENTED       USGS
 BN0061  HISTORY     - 1953     GOOD             NGS
 BN0061  HISTORY     - 20020223 POOR             USPSQD
 BN0061
 BN0061                          STATION DESCRIPTION
 BN0061
 BN0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0061'2.4 MI S FROM FAIRLAND.
 BN0061'2.4 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BN0061'STATION AT FAIRLAND, 66 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 BN0061'CROSSING, 48 FEET EAST OF THE EAST RAIL, 42 FEET NORTH OF THE CENTER
 BN0061'LINE OF A PRIVATE ROAD, 3 FEET SOUTHEAST OF A WITNESS POST, RIVETED ON
 BN0061'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE
 BN0061'GROUND.
 BN0061
 BN0061                          STATION RECOVERY (2002)
 BN0061
 BN0061'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 BN0061'MOUNTING PIPE KNOCKED OVER AND WITNESS POST GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9142 ***********************************************************************
 AC9142  SACS        -  This is a Secondary Airport Control Station.
 AC9142  DESIGNATION -  8F3 A
 AC9142  PID         -  AC9142
 AC9142  STATE/COUNTY-  TX/CROSBY
 AC9142  USGS QUAD   -  COLLETT SPRINGS (1966)
 AC9142
 AC9142                         *CURRENT SURVEY CONTROL
 AC9142  ___________________________________________________________________
 AC9142* NAD 83(1993)-  33 37 09.26757(N)    101 14 28.15505(W)     ADJUSTED  
 AC9142* NAVD 88     -       917.75   (meters)    3011.0    (feet)  GPS OBS   
 AC9142  ___________________________________________________________________
 AC9142  X           -  -1,036,587.856 (meters)                     COMP
 AC9142  Y           -  -5,215,487.179 (meters)                     COMP
 AC9142  Z           -   3,511,849.251 (meters)                     COMP
 AC9142  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AC9142  ELLIP HEIGHT-         892.17  (meters)          (02/05/01) GPS OBS
 AC9142  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AC9142
 AC9142  HORZ ORDER  -  FIRST
 AC9142  ELLP ORDER  -  FOURTH    CLASS II
 AC9142
 AC9142.This mark is at Crosbyton Muni (8F3) Airport (8F3)
 AC9142
 AC9142.The horizontal coordinates were established by GPS observations
 AC9142.and adjusted by the National Geodetic Survey in June 1997..
 AC9142
 AC9142.The orthometric height was determined by GPS observations and a
 AC9142.high-resolution geoid model.
 AC9142
 AC9142.GPS derived orthometric heights for airport stations designated as
 AC9142.PACS or SACS are published to 2 decimal places.  This maintains
 AC9142.centimeter relative accuracy between the PACS and SACS.  It does
 AC9142.not indicate centimeter accuracy relative to other marks which are
 AC9142.part of the NAVD 88 network.
 AC9142
 AC9142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9142
 AC9142.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9142
 AC9142.The ellipsoidal height was determined by GPS observations
 AC9142.and is referenced to NAD 83.
 AC9142
 AC9142.The geoid height was determined by GEOID03.
 AC9142
 AC9142;                    North         East     Units Scale Factor Converg.
 AC9142;SPC TXNC     - 2,219,843.296   345,683.572   MT  0.99992157   -1 29 42.0
 AC9142;SPC TXNC     - 7,282,935.88  1,134,130.19   sFT  0.99992157   -1 29 42.0
 AC9142;UTM  14      - 3,722,191.488   292,094.743   MT  1.00013291   -1 14 28.7
 AC9142
 AC9142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9142!SPC TXNC     -   0.99985996  x   0.99992157  =   0.99978154
 AC9142!UTM  14      -   0.99985996  x   1.00013291  =   0.99999285
 AC9142
 AC9142:                Primary Azimuth Mark                     Grid Az
 AC9142:SPC TXNC     -  CROSPORT                                 006 32 08.9
 AC9142:UTM  14      -  CROSPORT                                 006 16 55.6
 AC9142
 AC9142|---------------------------------------------------------------------|
 AC9142| PID    Reference Object                     Distance      Geod. Az  |
 AC9142|                                                           dddmmss.s |
 AC9142| DP0688 CROSPORT                            APPROX. 0.5 KM 0050226.9 |
 AC9142|---------------------------------------------------------------------|
 AC9142
 AC9142                          SUPERSEDED SURVEY CONTROL
 AC9142
 AC9142  ELLIP H (06/12/97)  892.19   (m)                       GP(       ) 4 2
 AC9142
 AC9142.Superseded values are not recommended for survey control.
 AC9142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9142.See file dsdata.txt to determine how the superseded data were derived.
 AC9142
 AC9142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9209522191(NAD 83)
 AC9142_MARKER: DH = HORIZONTAL CONTROL DISK
 AC9142_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC9142+WITH SETTING: PAVEMENT
 AC9142_SP_SET: FOOTING
 AC9142_STAMPING: 8F3 A 1995
 AC9142_MARK LOGO: NGS   
 AC9142_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9142+STABILITY: SURFACE MOTION
 AC9142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9142+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC9142
 AC9142  HISTORY     - Date     Condition        Report By
 AC9142  HISTORY     - 1995     MONUMENTED       NGS
 AC9142
 AC9142                          STATION DESCRIPTION
 AC9142
 AC9142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC9142'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTH OF CROSBYTON, ON
 AC9142'THE CROSBYTON MUNICIPAL AIRPORT, SET NEAR THE NORTHWEST CORNER OF THE
 AC9142'CONCRETE FOOTING OF THE SOUTHERN MOST VASI, WEST OF THE SOUTH END OF
 AC9142'THE RUNWAY.  OWNERSHIP--CITY OF CROSBYTON, 221 WEST MAIN, CROSBYTON TX
 AC9142'79322.  THE AIRPORT MANAGER IS FLOYD RICHARDSON, PHONE 806 675-2728.
 AC9142'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 114 AND U.S.
 AC9142'HIGHWAY 82 IN CROSBYTON, GO 4.0 KM (2.50 MI) SOUTH ON HIGHWAY 114 TO
 AC9142'THE AIRPORT ENTRANCE, TURN RIGHT, WEST, GO 0.13 KM (0.10 MI) TO AN
 AC9142'APRON GATE AND OFFICE ON THE LEFT, PASS THROUGH THE GATE AND CONTINUE
 AC9142'WEST ACROSS THE APRON AND CONECTOR TO THE RUNWAY, TURN LEFT, SOUTH, GO
 AC9142'0.5 KM (0.30 MI) ALONG THE RUNWAY TO THE STATION ON THE RIGHT.  THE
 AC9142'STATION IS SET IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST
 AC9142'CORNER OF THE CONCRETE VASI FOOTING, 28.4 M (93.2 FT) WEST OF THE
 AC9142'RUNWAY CENTERLINE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE RUNWAY, AND
 AC9142'LEVEL WITH THE GROUND SURFACE.  NOTE--THIS STATION WAS SELECTED AS A
 AC9142'SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2784 ***********************************************************************
 AB2784  PACS        -  This is a Primary Airport Control Station.
 AB2784  DESIGNATION -  8F7 A
 AB2784  PID         -  AB2784
 AB2784  STATE/COUNTY-  TX/WISE
 AB2784  USGS QUAD   -  PECAN CREEK (1978)
 AB2784
 AB2784                         *CURRENT SURVEY CONTROL
 AB2784  ___________________________________________________________________
 AB2784* NAD 83(1993)-  33 15 18.57826(N)    097 34 51.57108(W)     ADJUSTED  
 AB2784* NAVD 88     -       318.50   (meters)    1044.9    (feet)  GPS OBS   
 AB2784  ___________________________________________________________________
 AB2784  X           -    -704,394.493 (meters)                     COMP
 AB2784  Y           -  -5,292,584.188 (meters)                     COMP
 AB2784  Z           -   3,477,817.437 (meters)                     COMP
 AB2784  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AB2784  ELLIP HEIGHT-         291.10  (meters)          (10/24/00) GPS OBS
 AB2784  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AB2784
 AB2784  HORZ ORDER  -  B
 AB2784  ELLP ORDER  -  FOURTH    CLASS II
 AB2784
 AB2784.This mark is at Decatur Muni (8F7) Airport (8F7)
 AB2784
 AB2784.The horizontal coordinates were established by GPS observations
 AB2784.and adjusted by the National Geodetic Survey in February 1996..
 AB2784
 AB2784.The orthometric height was determined by GPS observations and a
 AB2784.high-resolution geoid model.
 AB2784
 AB2784.GPS derived orthometric heights for airport stations designated as
 AB2784.PACS or SACS are published to 2 decimal places.  This maintains
 AB2784.centimeter relative accuracy between the PACS and SACS.  It does
 AB2784.not indicate centimeter accuracy relative to other marks which are
 AB2784.part of the NAVD 88 network.
 AB2784
 AB2784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2784
 AB2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2784
 AB2784.The ellipsoidal height was determined by GPS observations
 AB2784.and is referenced to NAD 83.
 AB2784
 AB2784.The geoid height was determined by GEOID03.
 AB2784
 AB2784;                    North         East     Units Scale Factor Converg.
 AB2784;SPC TXNC     - 2,176,522.898   685,624.730   MT  0.99987891   +0 30 04.4
 AB2784;SPC TXNC     - 7,140,808.87  2,249,420.47   sFT  0.99987891   +0 30 04.4
 AB2784;UTM  14      - 3,680,472.343   632,180.376   MT  0.99981541   +0 46 41.7
 AB2784
 AB2784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2784!SPC TXNC     -   0.99995430  x   0.99987891  =   0.99983322
 AB2784!UTM  14      -   0.99995430  x   0.99981541  =   0.99976972
 AB2784
 AB2784:                Primary Azimuth Mark                     Grid Az
 AB2784:SPC TXNC     -  8F7 B                                    171 34 24.6
 AB2784:UTM  14      -  8F7 B                                    171 17 47.3
 AB2784
 AB2784|---------------------------------------------------------------------|
 AB2784| PID    Reference Object                     Distance      Geod. Az  |
 AB2784|                                                           dddmmss.s |
 AB2784| AB6852 8F7 B                               469.691 METERS 1720429.0 |
 AB2784| DN0766 Q 132                               151.024 METERS 24105     |
 AB2784| AB6853 8F7 C                               397.982 METERS 34927     |
 AB2784|---------------------------------------------------------------------|
 AB2784
 AB2784                          SUPERSEDED SURVEY CONTROL
 AB2784
 AB2784  ELLIP H (02/20/96)  291.17   (m)                       GP(       ) 1 1
 AB2784
 AB2784.Superseded values are not recommended for survey control.
 AB2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2784.See file dsdata.txt to determine how the superseded data were derived.
 AB2784
 AB2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3218080472(NAD 83)
 AB2784_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2784_SETTING: 66 = SET IN ROCK OUTCROP
 AB2784_STAMPING: 8F7 A 1994
 AB2784_MARK LOGO: NGS   
 AB2784_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2784+STABILITY: POSITION/ELEVATION WELL
 AB2784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2784+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2784
 AB2784  HISTORY     - Date     Condition        Report By
 AB2784  HISTORY     - 1994     MONUMENTED       NGS
 AB2784
 AB2784                          STATION DESCRIPTION
 AB2784
 AB2784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2784'THE STATION IS LOCATED ABOUT 27.0 MI (43.5 KM) WEST OF DENTON, 11.0 MI
 AB2784'(17.7 KM) EAST OF BRIDGEPORT, 1.8 MI (2.9 KM) NORTH OF DECATUR AND AT
 AB2784'THE DECATUR MUNICIPAL AIRPORT.  OWNERSHIP---CITY OF DECATUR, PO BOX
 AB2784'975, DECATUR, TX 76234.  AIRPORT MANAGER IS JOE HARTLEY, PHONE (817)
 AB2784'627-2855.  TO REACH THE STATION FROM THE JUCTION OF US HIGHWAY 380 AND
 AB2784'FARM ROAD 730 IN DECATUR, EXIT OFF OF HIGHWAY 380 FOR 0.25 MI (0.40
 AB2784'KM) TO FARM ROAD 730.  TURN LEFT AND GO NORTH ON FARM ROAD 730 FOR 0.5
 AB2784'MI (0.8 KM) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 AB2784'AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO A TRACK ROAD ON THE LEFT (THAT
 AB2784'LEADS TO A PIPE GATE) .  TURN LEFT AND GO NORTH NORTHEAST ON TRACK
 AB2784'ROAD PASSING THROUGH GATE FOR 0.05 MI (0.08 KM) TO THE NORTH SIDE OF A
 AB2784'OFFICE.  TURN RIGHT AND GO EAST FOR 0.1 MI (0.2 KM) TO A TAXIWAY.
 AB2784'TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO THE
 AB2784'STATION ON THE RIGHT.  THE STATION IS A NGS DISK STAMPED ---8F7 A
 AB2784'1994--- SET INTO A ROCK OUTCROP.  IT IS 312.5 FT (95.3 M) NORTH OF THE
 AB2784'CENTERLINE OF A EAST-WEST TAXIWAY, 273.2 FT (83.3 M) NORTH NORTHEAST
 AB2784'OF A CULVERT, 131.2 FT (40.0 M) EAST OF THE CENTERLINE OF A
 AB2784'NORTH-SOUTH TAXIWAY, 108.8 FT (33.2 M) WEST OF THE CENTERLINE OF THE
 AB2784'RUNWAY, 69.0 FT (21.0 M) WEST OF A RUNWAY LIGHT AND 10.4 FT (3.2 M)
 AB2784'WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6852 ***********************************************************************
 AB6852  SACS        -  This is a Secondary Airport Control Station.
 AB6852  DESIGNATION -  8F7 B
 AB6852  PID         -  AB6852
 AB6852  STATE/COUNTY-  TX/WISE
 AB6852  USGS QUAD   -  PECAN CREEK (1978)
 AB6852
 AB6852                         *CURRENT SURVEY CONTROL
 AB6852  ___________________________________________________________________
 AB6852* NAD 83(1993)-  33 15 03.47813(N)    097 34 49.06922(W)     ADJUSTED  
 AB6852* NAVD 88     -       314.79   (meters)    1032.8    (feet)  GPS OBS   
 AB6852  ___________________________________________________________________
 AB6852  X           -    -704,363.538 (meters)                     COMP
 AB6852  Y           -  -5,292,842.511 (meters)                     COMP
 AB6852  Z           -   3,477,426.343 (meters)                     COMP
 AB6852  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 AB6852  ELLIP HEIGHT-         287.37  (meters)          (07/03/01) GPS OBS
 AB6852  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AB6852
 AB6852  HORZ ORDER  -  FIRST
 AB6852  ELLP ORDER  -  FIFTH     CLASS II
 AB6852
 AB6852.This mark is at Decatur Muni (8F7) Airport (8F7)
 AB6852
 AB6852.The horizontal coordinates were established by GPS observations
 AB6852.and adjusted by the National Geodetic Survey in September 1996..
 AB6852
 AB6852.The orthometric height was determined by GPS observations and a
 AB6852.high-resolution geoid model.
 AB6852
 AB6852.GPS derived orthometric heights for airport stations designated as
 AB6852.PACS or SACS are published to 2 decimal places.  This maintains
 AB6852.centimeter relative accuracy between the PACS and SACS.  It does
 AB6852.not indicate centimeter accuracy relative to other marks which are
 AB6852.part of the NAVD 88 network.
 AB6852
 AB6852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6852
 AB6852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6852
 AB6852.The ellipsoidal height was determined by GPS observations
 AB6852.and is referenced to NAD 83.
 AB6852
 AB6852.The geoid height was determined by GEOID03.
 AB6852
 AB6852;                    North         East     Units Scale Factor Converg.
 AB6852;SPC TXNC     - 2,176,058.333   685,693.551   MT  0.99987865   +0 30 05.8
 AB6852;SPC TXNC     - 7,139,284.71  2,249,646.26   sFT  0.99987865   +0 30 05.8
 AB6852;UTM  14      - 3,680,008.146   632,251.437   MT  0.99981564   +0 46 42.8
 AB6852
 AB6852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6852!SPC TXNC     -   0.99995489  x   0.99987865  =   0.99983354
 AB6852!UTM  14      -   0.99995489  x   0.99981564  =   0.99977053
 AB6852
 AB6852:                Primary Azimuth Mark                     Grid Az
 AB6852:SPC TXNC     -  8F7 A                                    351 34 24.5
 AB6852:UTM  14      -  8F7 A                                    351 17 47.5
 AB6852
 AB6852|---------------------------------------------------------------------|
 AB6852| PID    Reference Object                     Distance      Geod. Az  |
 AB6852|                                                           dddmmss.s |
 AB6852| AB2784 8F7 A                               469.691 METERS 3520430.3 |
 AB6852|---------------------------------------------------------------------|
 AB6852
 AB6852                          SUPERSEDED SURVEY CONTROL
 AB6852
 AB6852  ELLIP H (09/12/96)  287.43   (m)                       GP(       ) 5 2
 AB6852
 AB6852.Superseded values are not recommended for survey control.
 AB6852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6852.See file dsdata.txt to determine how the superseded data were derived.
 AB6852
 AB6852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3225180008(NAD 83)
 AB6852_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6852_SETTING: 66 = SET IN ROCK OUTCROP
 AB6852_STAMPING: 8F7 B 1994
 AB6852_MARK LOGO: NGS   
 AB6852_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6852+STABILITY: POSITION/ELEVATION WELL
 AB6852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6852+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB6852
 AB6852  HISTORY     - Date     Condition        Report By
 AB6852  HISTORY     - 1994     MONUMENTED       NGS
 AB6852
 AB6852                          STATION DESCRIPTION
 AB6852
 AB6852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6852'THE STATION IS LOCATED ABOUT 27.0 MI (43.5 KM) WEST OF DENTON, 11.0 MI
 AB6852'(17.7 KM) EAST OF BRIDGEPORT, 1.8 MI (2.9 KM) NORTH OF DECATUR AND AT
 AB6852'THE DECATUR MUNICIPAL AIRPORT.  OWNERSHIP---CITY OF DECATUR, PO BOX
 AB6852'975, DECATUR, TX 76234.  AIRPORT MANAGER IS JOE HARTLEY, PHONE (817)
 AB6852'627-2855.  TO REACH THE STATION FROM THE JUCTION OF US HIGHWAY 380 AND
 AB6852'FARM ROAD 730 IN DECATUR, EXIT OFF OF HIGHWAY 380 FOR 0.25 MI (0.40
 AB6852'KM) TO FARM ROAD 730.  TURN LEFT AND GO NORTH ON FARM ROAD 730 FOR 0.5
 AB6852'MI (0.8 KM) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 AB6852'AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO A TRACK ROAD ON THE LEFT (THAT
 AB6852'LEADS TO A PIPE GATE) .  TURN LEFT AND GO NORTH NORTHEAST ON TRACK
 AB6852'ROAD PASSING THROUGH GATE FOR 0.05 MI (0.08 KM) TO THE NORTH SIDE OF A
 AB6852'OFFICE.  TURN RIGHT AND GO EAST FOR 0.1 MI (0.2 KM) TO A TAXIWAY.
 AB6852'TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR 0.25 MI (0.40 KM) TO THE
 AB6852'STATION ON THE LEFT.  THE STATION IS A NGS DISK SET INTO A ROCK
 AB6852'OUTCROP.  IT IS 141.7 FT (43.2 M) EAST OF THE TAXIWAY, 98.8 FT (30.1
 AB6852'M) WEST OF THE CENTER OF THE RUNWAY, 64.8 FT (19.8 M) WEST NORTHWEST
 AB6852'OF A RUNWAY LIGHT AND 29.0 FT (8.8 M) WEST OF A FIBERGLASS WITNESS
 AB6852'POST.  STATION IS AIRPORT SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6853 ***********************************************************************
 AB6853  SACS        -  This is a Secondary Airport Control Station.
 AB6853  DESIGNATION -  8F7 C
 AB6853  PID         -  AB6853
 AB6853  STATE/COUNTY-  TX/WISE
 AB6853  USGS QUAD   -  PECAN CREEK (1978)
 AB6853
 AB6853                         *CURRENT SURVEY CONTROL
 AB6853  ___________________________________________________________________
 AB6853* NAD 83(1993)-  33 15 31.27780(N)    097 34 54.38755(W)     ADJUSTED  
 AB6853* NAVD 88     -       316.42   (meters)    1038.1    (feet)  GPS OBS   
 AB6853  ___________________________________________________________________
 AB6853  X           -    -704,438.223 (meters)                     COMP
 AB6853  Y           -  -5,292,360.161 (meters)                     COMP
 AB6853  Z           -   3,478,143.487 (meters)                     COMP
 AB6853  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AB6853  ELLIP HEIGHT-         289.03  (meters)          (07/03/01) GPS OBS
 AB6853  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AB6853
 AB6853  HORZ ORDER  -  FIRST
 AB6853  ELLP ORDER  -  FIFTH     CLASS II
 AB6853
 AB6853.This mark is at Decatur Muni (8F7) Airport (8F7)
 AB6853
 AB6853.The horizontal coordinates were established by GPS observations
 AB6853.and adjusted by the National Geodetic Survey in September 1996..
 AB6853
 AB6853.The orthometric height was determined by GPS observations and a
 AB6853.high-resolution geoid model.
 AB6853
 AB6853.GPS derived orthometric heights for airport stations designated as
 AB6853.PACS or SACS are published to 2 decimal places.  This maintains
 AB6853.centimeter relative accuracy between the PACS and SACS.  It does
 AB6853.not indicate centimeter accuracy relative to other marks which are
 AB6853.part of the NAVD 88 network.
 AB6853
 AB6853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6853
 AB6853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6853
 AB6853.The ellipsoidal height was determined by GPS observations
 AB6853.and is referenced to NAD 83.
 AB6853
 AB6853.The geoid height was determined by GEOID03.
 AB6853
 AB6853;                    North         East     Units Scale Factor Converg.
 AB6853;SPC TXNC     - 2,176,913.446   685,548.420   MT  0.99987913   +0 30 02.9
 AB6853;SPC TXNC     - 7,142,090.20  2,249,170.11   sFT  0.99987913   +0 30 02.9
 AB6853;UTM  14      - 3,680,862.493   632,102.183   MT  0.99981516   +0 46 40.4
 AB6853
 AB6853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6853!SPC TXNC     -   0.99995463  x   0.99987913  =   0.99983376
 AB6853!UTM  14      -   0.99995463  x   0.99981516  =   0.99976979
 AB6853
 AB6853|---------------------------------------------------------------------|
 AB6853| PID    Reference Object                     Distance      Geod. Az  |
 AB6853|                                                           dddmmss.s |
 AB6853| AB2784 8F7 A                               397.982 METERS 16927     |
 AB6853|---------------------------------------------------------------------|
 AB6853
 AB6853                          SUPERSEDED SURVEY CONTROL
 AB6853
 AB6853  ELLIP H (09/12/96)  289.09   (m)                       GP(       ) 5 2
 AB6853
 AB6853.Superseded values are not recommended for survey control.
 AB6853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6853.See file dsdata.txt to determine how the superseded data were derived.
 AB6853
 AB6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3210280862(NAD 83)
 AB6853_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6853_SETTING: 66 = SET IN ROCK OUTCROP
 AB6853_STAMPING: 8F7 C 1994
 AB6853_MARK LOGO: NGS   
 AB6853_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6853+STABILITY: POSITION/ELEVATION WELL
 AB6853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6853+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB6853
 AB6853  HISTORY     - Date     Condition        Report By
 AB6853  HISTORY     - 1994     MONUMENTED       NGS
 AB6853
 AB6853                          STATION DESCRIPTION
 AB6853
 AB6853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6853'THE STATION IS LOCATED ABOUT 27.0 MI (43.5 KM) WEST OF DENTON, 11.0 MI
 AB6853'(17.7 KM) EAST OF BRIDGEPORT, 1.8 MI (2.9 KM) NORTH OF DECATUR AND AT
 AB6853'THE DECATUR MUNICIPAL AIRPORT.  OWNERSHIP---CITY OF DECATUR, PO BOX
 AB6853'975, DECATUR, TX 76234.  AIRPORT MANAGER IS JOE HARTLEY, PHONE (817)
 AB6853'627-2855.  TO REACH THE STATION FROM THE JUCTION OF US HIGHWAY 380 AND
 AB6853'FARM ROAD 730 IN DECATUR, EXIT OFF OF HIGHWAY 380 FOR 0.25 MI (0.40
 AB6853'KM) TO FARM ROAD 730.  TURN LEFT AND GO NORTH ON FARM ROAD 730 FOR 0.5
 AB6853'MI (0.8 KM) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON
 AB6853'AIRPORT ROAD FOR 0.1 MI (0.2 KM) TO A TRACK ROAD ON THE LEFT (THAT
 AB6853'LEADS TO A PIPE GATE) .  TURN LEFT AND GO NORTH NORTHEAST ON TRACK
 AB6853'ROAD PASSING THROUGH GATE FOR 0.05 MI (0.08 KM) TO THE NORTH SIDE OF A
 AB6853'OFFICE.  TURN RIGHT AND GO EAST FOR 0.1 MI (0.2 KM) TO A TAXIWAY.
 AB6853'TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 0.3 MI (0.5 KM) TO THE
 AB6853'STATION ON THE RIGHT.  THE STATION IS A NGS DISK SET INTO A ROCK
 AB6853'OUTCROP.  IT IS 173.0 FT (52.7 M) WEST OF THE CENTER OF THE RUNWAY,
 AB6853'63.8 FT (19.4 M) EAST OF THE CENTERLINE OF THE TAXIWAY, 39.0 FT (11.9
 AB6853'M) WEST OF THE CENTER OF THE TOP OF A HILL AND 27.0 FT (8.2 M) EAST IF
 AB6853'A FIBERGLASS WITNESS POST.  STATION IS AIRPORT SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3205 ***********************************************************************
 AB3205  PACS        -  This is a Primary Airport Control Station.
 AB3205  DESIGNATION -  8T6 A
 AB3205  PID         -  AB3205
 AB3205  STATE/COUNTY-  TX/LIVE OAK
 AB3205  USGS QUAD   -  GEORGE WEST (1984)
 AB3205
 AB3205                         *CURRENT SURVEY CONTROL
 AB3205  ___________________________________________________________________
 AB3205* NAD 83(1993)-  28 21 59.94012(N)    098 07 11.41154(W)     ADJUSTED  
 AB3205* NAVD 88     -        38.69   (meters)     126.9    (feet)  GPS OBS   
 AB3205  ___________________________________________________________________
 AB3205  X           -    -793,302.476 (meters)                     COMP
 AB3205  Y           -  -5,560,233.150 (meters)                     COMP
 AB3205  Z           -   3,012,326.682 (meters)                     COMP
 AB3205  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AB3205  ELLIP HEIGHT-          12.29  (meters)          (10/24/00) GPS OBS
 AB3205  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AB3205
 AB3205  HORZ ORDER  -  B
 AB3205  ELLP ORDER  -  FOURTH    CLASS II
 AB3205
 AB3205.This mark is at Live Oak Co (8T6) Airport (8T6)
 AB3205
 AB3205.The horizontal coordinates were established by GPS observations
 AB3205.and adjusted by the National Geodetic Survey in February 1996..
 AB3205
 AB3205.The orthometric height was determined by GPS observations and a
 AB3205.high-resolution geoid model.
 AB3205
 AB3205.GPS derived orthometric heights for airport stations designated as
 AB3205.PACS or SACS are published to 2 decimal places.  This maintains
 AB3205.centimeter relative accuracy between the PACS and SACS.  It does
 AB3205.not indicate centimeter accuracy relative to other marks which are
 AB3205.part of the NAVD 88 network.
 AB3205
 AB3205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3205
 AB3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3205
 AB3205.The ellipsoidal height was determined by GPS observations
 AB3205.and is referenced to NAD 83.
 AB3205
 AB3205.The geoid height was determined by GEOID03.
 AB3205
 AB3205;                    North         East     Units Scale Factor Converg.
 AB3205;SPC TXSC     - 4,059,433.123   686,279.321   MT  1.00000483   +0 25 52.3
 AB3205;SPC TXSC     -13,318,323.50  2,251,568.07   sFT  1.00000483   +0 25 52.3
 AB3205;UTM  14      - 3,138,133.915   586,247.082   MT  0.99969180   +0 25 05.5
 AB3205
 AB3205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3205!SPC TXSC     -   0.99999807  x   1.00000483  =   1.00000290
 AB3205!UTM  14      -   0.99999807  x   0.99969180  =   0.99968987
 AB3205
 AB3205:                Primary Azimuth Mark                     Grid Az
 AB3205:SPC TXSC     -  8T6 B                                    136 58 48.1
 AB3205:UTM  14      -  8T6 B                                    136 59 34.9
 AB3205
 AB3205|---------------------------------------------------------------------|
 AB3205| PID    Reference Object                     Distance      Geod. Az  |
 AB3205|                                                           dddmmss.s |
 AB3205| AC7072 8T6 B                               453.304 METERS 1372440.4 |
 AB3205|---------------------------------------------------------------------|
 AB3205
 AB3205                          SUPERSEDED SURVEY CONTROL
 AB3205
 AB3205  ELLIP H (02/20/96)   12.41   (m)                       GP(       ) 3 2
 AB3205
 AB3205.Superseded values are not recommended for survey control.
 AB3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3205.See file dsdata.txt to determine how the superseded data were derived.
 AB3205
 AB3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8624738134(NAD 83)
 AB3205_MARKER: I = METAL ROD
 AB3205_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3205_STAMPING: 8T6 A 1995
 AB3205_MARK LOGO: NGS   
 AB3205_PROJECTION: FLUSH
 AB3205_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3205+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3205_ROD/PIPE-DEPTH: 8.23 meters
 AB3205_SLEEVE-DEPTH  : 1 meters
 AB3205
 AB3205  HISTORY     - Date     Condition        Report By
 AB3205  HISTORY     - 1995     MONUMENTED       NGS
 AB3205
 AB3205                          STATION DESCRIPTION
 AB3205
 AB3205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3205'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) WEST SOUTHWEST OF
 AB3205'BEEVILLE, 8.0 MI (12.9 KM) SOUTHEAST OF THREE RIVERS, 1.5 MI (2.4 KM)
 AB3205'NORTH OF GEORGE WEST AND AT THE LIVE OAK COUNTY AIRPORT.
 AB3205'OWNERSHIP--LIVE OAK COUNTY, AIRPORT MANAGER IS L.  T.  DAVIS, GEORGE
 AB3205'WEST, TX.  78022.  PHONE (512) 449-2559.  TO REACH THE STATION FROM
 AB3205'THE INTERSECTION OF INTERSTATE HIGHWAY 37 AND US HIGHWAY 59 (EXIT 56)
 AB3205', GO WESTERLY ON US HIGHWAY 59 FOR 4.5 MI (7.2 KM) TO A ROAD FORK,
 AB3205'BEAR RIGHT AND GO WESTERLY ON US HIGHWAY 59 BUSINESS ROUTE FOR 1.25 MI
 AB3205'(2.01 KM) TO THE JUNCTION OF US HIGHWAY 281, TURN RIGHT AND GO
 AB3205'NORTHWEST ON US HIGHWAY 281 FOR 2.1 MI (3.4 KM) TO A PAVED ROAD RIGHT,
 AB3205'TURN RIGHT AND GO NORTHEAST ON THE PAVED ROAD FOR 1.15 MI (1.85 KM) TO
 AB3205'A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST ON THE PAVED ROAD FOR
 AB3205'0.2 MI (0.3 KM) TO A CURVE LEFT AND A CATTLE GUARD, GATE AND AIRPORT
 AB3205'ENTRANCE ROAD AHEAD, CONTINUE AHEAD AND GO SOUTHEAST ON THE ENTRANCE
 AB3205'ROAD FOR 0.1 MI (0.2 KM) TO A GATE AND A DIRT ROAD AHEAD, PASS THROUGH
 AB3205'GATE, TURN HARD RIGHT AND GO WEST FOR 0.05 MI (0.08 KM) ACROSS THE
 AB3205'APRON TO A CONNECTOR TAXIWAY AND THE STATION ON THE LEFT.  THE STATION
 AB3205'IS 199.0 FT (60.7 M) NORTHEAST OF THE RUNWAY CENTER, 103.0 FT (31.4 M)
 AB3205'SOUTHEAST OF THE CONNECTOR TAXIWAY CENTER, 16.5 FT (5.0 M) SOUTHWEST
 AB3205'OF THE SOUTHWEST EDGE OF THE APRON PAVEMENT, 10.2 FT (3.1 M) SOUTHEAST
 AB3205'OF A AIRPORT ELEVATION SIGN AND 2.6 FT (0.8 M) NORTHWEST OF A WITNESS
 AB3205'POST.  DRL.  THIS IS A PAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7072 ***********************************************************************
 AC7072  SACS        -  This is a Secondary Airport Control Station.
 AC7072  DESIGNATION -  8T6 B
 AC7072  PID         -  AC7072
 AC7072  STATE/COUNTY-  TX/LIVE OAK
 AC7072  USGS QUAD   -  GEORGE WEST (1984)
 AC7072
 AC7072                         *CURRENT SURVEY CONTROL
 AC7072  ___________________________________________________________________
 AC7072* NAD 83(1993)-  28 21 49.09906(N)    098 07 00.14602(W)     ADJUSTED  
 AC7072* NAVD 88     -        38.04   (meters)     124.8    (feet)  GPS OBS   
 AC7072  ___________________________________________________________________
 AC7072  X           -    -793,021.098 (meters)                     COMP
 AC7072  Y           -  -5,560,432.862 (meters)                     COMP
 AC7072  Z           -   3,012,032.697 (meters)                     COMP
 AC7072  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AC7072  ELLIP HEIGHT-          11.63  (meters)          (03/15/01) GPS OBS
 AC7072  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AC7072
 AC7072  HORZ ORDER  -  FIRST
 AC7072  ELLP ORDER  -  FOURTH    CLASS I
 AC7072
 AC7072.This mark is at Live Oak Co (8T6) Airport (8T6)
 AC7072
 AC7072.The horizontal coordinates were established by GPS observations
 AC7072.and adjusted by the National Geodetic Survey in March 1997..
 AC7072
 AC7072.The orthometric height was determined by GPS observations and a
 AC7072.high-resolution geoid model.
 AC7072
 AC7072.GPS derived orthometric heights for airport stations designated as
 AC7072.PACS or SACS are published to 2 decimal places.  This maintains
 AC7072.centimeter relative accuracy between the PACS and SACS.  It does
 AC7072.not indicate centimeter accuracy relative to other marks which are
 AC7072.part of the NAVD 88 network.
 AC7072
 AC7072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7072
 AC7072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7072
 AC7072.The ellipsoidal height was determined by GPS observations
 AC7072.and is referenced to NAD 83.
 AC7072
 AC7072.The geoid height was determined by GEOID03.
 AC7072
 AC7072;                    North         East     Units Scale Factor Converg.
 AC7072;SPC TXSC     - 4,059,101.703   686,588.592   MT  1.00000571   +0 25 57.9
 AC7072;SPC TXSC     -13,317,236.17  2,252,582.74   sFT  1.00000571   +0 25 57.9
 AC7072;UTM  14      - 3,137,802.529   586,556.179   MT  0.99969246   +0 25 10.7
 AC7072
 AC7072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7072!SPC TXSC     -   0.99999817  x   1.00000571  =   1.00000388
 AC7072!UTM  14      -   0.99999817  x   0.99969246  =   0.99969063
 AC7072
 AC7072:                Primary Azimuth Mark                     Grid Az
 AC7072:SPC TXSC     -  8T6 A                                    316 58 47.9
 AC7072:UTM  14      -  8T6 A                                    316 59 35.1
 AC7072
 AC7072|---------------------------------------------------------------------|
 AC7072| PID    Reference Object                     Distance      Geod. Az  |
 AC7072|                                                           dddmmss.s |
 AC7072| AB3205 8T6 A                               453.304 METERS 3172445.8 |
 AC7072|---------------------------------------------------------------------|
 AC7072
 AC7072                          SUPERSEDED SURVEY CONTROL
 AC7072
 AC7072  ELLIP H (03/20/97)   11.75   (m)                       GP(       ) 4 1
 AC7072
 AC7072.Superseded values are not recommended for survey control.
 AC7072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7072.See file dsdata.txt to determine how the superseded data were derived.
 AC7072
 AC7072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8655637803(NAD 83)
 AC7072_MARKER: I = METAL ROD
 AC7072_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC7072_STAMPING: 8T6 B 1995
 AC7072_MARK LOGO: NGS   
 AC7072_PROJECTION: FLUSH
 AC7072_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7072+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC7072_ROD/PIPE-DEPTH: 8.29 meters
 AC7072_SLEEVE-DEPTH  : 1 meters
 AC7072
 AC7072  HISTORY     - Date     Condition        Report By
 AC7072  HISTORY     - 1995     MONUMENTED       NGS
 AC7072
 AC7072                          STATION DESCRIPTION
 AC7072
 AC7072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC7072'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) WEST SOUTHWEST OF
 AC7072'BEEVILLE, 8.0 MI (12.9 KM) SOUTHEAST OF THREE RIVERS, 1.5 MI (2.4 KM)
 AC7072'NORTH OF GEORGE WEST AND AT THE LIVE OAK COUNTY AIRPORT.
 AC7072'OWNERSHIP--LIVE OAK COUNTY, AIRPORT MANAGER IS L.  T.  DAVIS, GEORGE
 AC7072'WEST, TX.  78022.  PHONE (512) 449-2559.  TO REACH THE STATION FROM
 AC7072'THE INTERSECTION OF INTERSTATE HIGHWAY 37 AND US HIGHWAY 59 (EXIT 56)
 AC7072', GO WESTERLY ON US HIGHWAY 59 FOR 4.5 MI (7.2 KM) TO A ROAD FORK,
 AC7072'BEAR RIGHT AND GO WESTERLY ON US HIGHWAY 59 BUSINESS ROUTE FOR 1.25 MI
 AC7072'(2.01 KM) TO THE JUNCTION OF US HIGHWAY 281, TURN RIGHT AND GO
 AC7072'NORTHWEST ON US HIGHWAY 281 FOR 2.1 MI (3.4 KM) TO A PAVED ROAD RIGHT,
 AC7072'TURN RIGHT AND GO NORTHEAST ON THE PAVED ROAD FOR 1.15 MI (1.85 KM) TO
 AC7072'A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST ON THE PAVED ROAD FOR
 AC7072'0.2 MI (0.3 KM) TO A CURVE LEFT AND A CATTLE GUARD, GATE AND AIRPORT
 AC7072'ENTRANCE ROAD AHEAD, CONTINUE AHEAD AND GO SOUTHEAST ON THE ENTRANCE
 AC7072'ROAD FOR 0.1 MI (0.2 KM) TO A GATE AND A DIRT ROAD AHEAD, PASS THROUGH
 AC7072'GATE, TURN HARD RIGHT AND GO WEST FOR 0.1 MI (0.2 KM) ACROSS THE APRON
 AC7072'THEN A CONNECTOR TAXIWAY TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST ON
 AC7072'THE RUNWAY FOR 0.3 MI (0.5 KM) TO A CULVERT HEADWALL ON THE LEFT AND
 AC7072'THE STATION ON THE LEFT.  THE STATION IS 199.0 FT (60.7 M) WEST
 AC7072'SOUTHWEST OF A FENCE LINE CORNER POST, 161.0 FT (49.1 M) EAST OF A
 AC7072'RUNWAY LIGHT, 156.5 FT (47.7 M) NORTHEAST OF THE RUNWAY CENTER, 140.5
 AC7072'FT (42.8 M) NORTH NORTHEAST OF A RUNWAY LIGHT, 87.0 FT (26.5 M)
 AC7072'NORTHEAST OF THE SOUTHERN MOST CORNER OF A HEADWALL AND 2.0 FT (0.6 M)
 AC7072'SOUTHWEST OF A WITNESS POST. THIS IS A SAC STATION.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7073 ***********************************************************************
 AC7073  SACS        -  This is a Secondary Airport Control Station.
 AC7073  DESIGNATION -  8T6 C
 AC7073  PID         -  AC7073
 AC7073  STATE/COUNTY-  TX/LIVE OAK
 AC7073  USGS QUAD   -  GEORGE WEST (1984)
 AC7073
 AC7073                         *CURRENT SURVEY CONTROL
 AC7073  ___________________________________________________________________
 AC7073* NAD 83(1993)-  28 21 33.75803(N)    098 06 43.12153(W)     ADJUSTED  
 AC7073* NAVD 88     -        37.79   (meters)     124.0    (feet)  GPS OBS   
 AC7073  ___________________________________________________________________
 AC7073  X           -    -792,593.778 (meters)                     COMP
 AC7073  Y           -  -5,560,720.170 (meters)                     COMP
 AC7073  Z           -   3,011,616.990 (meters)                     COMP
 AC7073  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AC7073  ELLIP HEIGHT-          11.37  (meters)          (03/15/01) GPS OBS
 AC7073  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AC7073
 AC7073  HORZ ORDER  -  FIRST
 AC7073  ELLP ORDER  -  FOURTH    CLASS I
 AC7073
 AC7073.This mark is at Live Oak Co (8T6) Airport (8T6)
 AC7073
 AC7073.The horizontal coordinates were established by GPS observations
 AC7073.and adjusted by the National Geodetic Survey in March 1997..
 AC7073
 AC7073.The orthometric height was determined by GPS observations and a
 AC7073.high-resolution geoid model.
 AC7073
 AC7073.GPS derived orthometric heights for airport stations designated as
 AC7073.PACS or SACS are published to 2 decimal places.  This maintains
 AC7073.centimeter relative accuracy between the PACS and SACS.  It does
 AC7073.not indicate centimeter accuracy relative to other marks which are
 AC7073.part of the NAVD 88 network.
 AC7073
 AC7073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7073
 AC7073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7073
 AC7073.The ellipsoidal height was determined by GPS observations
 AC7073.and is referenced to NAD 83.
 AC7073
 AC7073.The geoid height was determined by GEOID03.
 AC7073
 AC7073;                    North         East     Units Scale Factor Converg.
 AC7073;SPC TXSC     - 4,058,632.954   687,055.752   MT  1.00000696   +0 26 06.2
 AC7073;SPC TXSC     -13,315,698.28  2,254,115.41   sFT  1.00000696   +0 26 06.2
 AC7073;UTM  14      - 3,137,333.819   587,023.086   MT  0.99969346   +0 25 18.6
 AC7073
 AC7073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7073!SPC TXSC     -   0.99999821  x   1.00000696  =   1.00000517
 AC7073!UTM  14      -   0.99999821  x   0.99969346  =   0.99969167
 AC7073
 AC7073                          SUPERSEDED SURVEY CONTROL
 AC7073
 AC7073  ELLIP H (03/20/97)   11.50   (m)                       GP(       ) 4 1
 AC7073
 AC7073.Superseded values are not recommended for survey control.
 AC7073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7073.See file dsdata.txt to determine how the superseded data were derived.
 AC7073
 AC7073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8702337334(NAD 83)
 AC7073_MARKER: I = METAL ROD
 AC7073_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC7073_STAMPING: 8T6 C 1995
 AC7073_MARK LOGO: NGS   
 AC7073_PROJECTION: FLUSH
 AC7073_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7073+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC7073_ROD/PIPE-DEPTH: 7.41 meters
 AC7073_SLEEVE-DEPTH  : 1 meters
 AC7073
 AC7073  HISTORY     - Date     Condition        Report By
 AC7073  HISTORY     - 1995     MONUMENTED       NGS
 AC7073
 AC7073                          STATION DESCRIPTION
 AC7073
 AC7073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC7073'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) WEST SOUTHWEST OF
 AC7073'BEEVILLE, 8.0 MI (12.9 KM) SOUTHEAST OF THREE RIVERS, 1.5 MI (2.4 KM)
 AC7073'NORTH OF GEORGE WEST AND AT THE LIVE OAK COUNTY AIRPORT.
 AC7073'OWNERSHIP--LIVE OAK COUNTY, AIRPORT MANAGER IS L.  T.  DAVIS, GEORGE
 AC7073'WEST, TX.  78022.  PHONE (512) 449-2559.  TO REACH THE STATION FROM
 AC7073'THE INTERSECTION OF INTERSTATE HIGHWAY 37 AND US HIGHWAY 59 (EXIT 56)
 AC7073', GO WESTERLY ON US HIGHWAY 59 FOR 4.5 MI (7.2 KM) TO A ROAD FORK,
 AC7073'BEAR RIGHT AND GO WESTERLY ON US HIGHWAY 59 BUSINESS ROUTE FOR 1.25 MI
 AC7073'(2.01 KM) TO THE JUNCTION OF US HIGHWAY 281, TURN RIGHT AND GO
 AC7073'NORTHWEST ON US HIGHWAY 281 FOR 2.1 MI (3.4 KM) TO A PAVED ROAD RIGHT,
 AC7073'TURN RIGHT AND GO NORTHEAST ON THE PAVED ROAD FOR 1.15 MI (1.85 KM) TO
 AC7073'A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST ON THE PAVED ROAD FOR
 AC7073'0.2 MI (0.3 KM) TO A CURVE LEFT AND A CATTLE GUARD, GATE AND AIRPORT
 AC7073'ENTRANCE ROAD AHEAD, CONTINUE AHEAD AND GO SOUTHEAST ON THE ENTRANCE
 AC7073'ROAD FOR 0.1 MI (0.2 KM) TO A GATE AND A DIRT ROAD AHEAD, PASS THROUGH
 AC7073'GATE, TURN HARD RIGHT AND GO WEST FOR 0.1 MI (0.2 KM) ACROSS THE APRON
 AC7073'THEN A CONNECTOR TAXIWAY TO THE RUNWAY, TURN LEFT AND GO SOUTHEAST ON
 AC7073'THE RUNWAY FOR 0.7 MI (1.1 KM) TO THE PAVEMENT END AND THE STATION ON
 AC7073'THE LEFT.  THE STATION IS 176.0 FT (53.6 M) SOUTHWEST OF A FENCE LINE,
 AC7073'166.0 FT (50.6 M) NORTHEAST OF THE RUNWAY CENTER, 64.1 FT (19.5 M)
 AC7073'NORTHEAST OF THE WEST CORNER OF THE TURN AROUND PAVEMENT AND 3.0 FT
 AC7073'(0.9 M) NORTHWEST OF A WITNESS POST.  THIS IS A SAC STATION.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0030 ***********************************************************************
 DQ0030  DESIGNATION -  9
 DQ0030  PID         -  DQ0030
 DQ0030  STATE/COUNTY-  TX/LUBBOCK
 DQ0030  USGS QUAD   -  WOLFFORTH (1985)
 DQ0030
 DQ0030                         *CURRENT SURVEY CONTROL
 DQ0030  ___________________________________________________________________
 DQ0030* NAD 83(1986)-  33 34 58.     (N)    102 05 28.     (W)     SCALED    
 DQ0030* NAVD 88     -      1012.419  (meters)    3321.58   (feet)  ADJUSTED  
 DQ0030  ___________________________________________________________________
 DQ0030  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 DQ0030  DYNAMIC HT  -        1011.102 (meters)    3317.26  (feet)  COMP
 DQ0030  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 DQ0030
 DQ0030  VERT ORDER  -  SECOND    CLASS 0
 DQ0030
 DQ0030.The horizontal coordinates were scaled from a topographic map and have
 DQ0030.an estimated accuracy of +/- 6 seconds.
 DQ0030
 DQ0030.The orthometric height was determined by differential leveling
 DQ0030.and adjusted by the National Geodetic Survey in June 1991..
 DQ0030
 DQ0030.The geoid height was determined by GEOID03.
 DQ0030
 DQ0030.The dynamic height is computed by dividing the NAVD 88
 DQ0030.geopotential number by the normal gravity value computed on the
 DQ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0030.degrees latitude (g = 980.6199 gals.).
 DQ0030
 DQ0030.The modeled gravity was interpolated from observed gravity values.
 DQ0030
 DQ0030;                    North         East    Units  Estimated Accuracy
 DQ0030;SPC TXNC     - 2,218,180.      266,720.      MT  (+/- 180 meters Scaled)
 DQ0030
 DQ0030                          SUPERSEDED SURVEY CONTROL
 DQ0030
 DQ0030  NGVD 29 (??/??/92) 1012.040  (m)         3320.33   (f) ADJ UNCH    2 0
 DQ0030
 DQ0030.Superseded values are not recommended for survey control.
 DQ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0030.See file dsdata.txt to determine how the superseded data were derived.
 DQ0030
 DQ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT699196(NAD 83)
 DQ0030_MARKER: B = BOLT
 DQ0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0030+STABILITY: SURFACE MOTION
 DQ0030
 DQ0030  HISTORY     - Date     Condition        Report By
 DQ0030  HISTORY     - UNK      MONUMENTED       ATSFRR
 DQ0030  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0030
 DQ0030                          STATION DESCRIPTION
 DQ0030
 DQ0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0030'4.3 MI E FROM SMYER.
 DQ0030'IN LUBBOCK COUNTY, 4.3 MILES EAST ALONG THE PANHANDLE AND SANTA FE
 DQ0030'RAILWAY FROM THE STATION AT SMYER, HOCKLEY COUNTY, 0.4 MILE EAST OF
 DQ0030'THE LUBBOCK-HOCKLEY COUNTY LINE, 325 FEET WEST OF A ROAD CROSSING, 48
 DQ0030'FEET NORTH OF THE CENTERLINE OF THE TRACK, 42 FEET SOUTH OF THE
 DQ0030'CENTERLINE OF A ROAD, AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 DQ0030'FENCE.  A TRACK BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0654 ***********************************************************************
 FL0654  DESIGNATION -  9
 FL0654  PID         -  FL0654
 FL0654  STATE/COUNTY-  TX/GRAY
 FL0654  USGS QUAD   -  HOOVER (1967)
 FL0654
 FL0654                         *CURRENT SURVEY CONTROL
 FL0654  ___________________________________________________________________
 FL0654* NAD 83(1986)-  35 32 54.     (N)    100 47 56.     (W)     SCALED    
 FL0654* NAVD 88     -       962.431  (meters)    3157.58   (feet)  ADJUSTED  
 FL0654  ___________________________________________________________________
 FL0654  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0654  DYNAMIC HT  -         961.376 (meters)    3154.11  (feet)  COMP
 FL0654  MODELED GRAV-     979,504.4   (mgal)                       NAVD 88
 FL0654
 FL0654  VERT ORDER  -  SECOND    CLASS 0
 FL0654
 FL0654.The horizontal coordinates were scaled from a topographic map and have
 FL0654.an estimated accuracy of +/- 6 seconds.
 FL0654
 FL0654.The orthometric height was determined by differential leveling
 FL0654.and adjusted by the National Geodetic Survey in June 1991..
 FL0654
 FL0654.The geoid height was determined by GEOID03.
 FL0654
 FL0654.The dynamic height is computed by dividing the NAVD 88
 FL0654.geopotential number by the normal gravity value computed on the
 FL0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0654.degrees latitude (g = 980.6199 gals.).
 FL0654
 FL0654.The modeled gravity was interpolated from observed gravity values.
 FL0654
 FL0654;                    North         East    Units  Estimated Accuracy
 FL0654;SPC TX N     - 1,171,990.      263,570.      MT  (+/- 180 meters Scaled)
 FL0654
 FL0654                          SUPERSEDED SURVEY CONTROL
 FL0654
 FL0654  NGVD 29 (??/??/92)  962.029  (m)         3156.26   (f) ADJ UNCH    2 0
 FL0654
 FL0654.Superseded values are not recommended for survey control.
 FL0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0654.See file dsdata.txt to determine how the superseded data were derived.
 FL0654
 FL0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE369353(NAD 83)
 FL0654_MARKER: B = BOLT
 FL0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0654+STABILITY: SURFACE MOTION
 FL0654
 FL0654  HISTORY     - Date     Condition        Report By
 FL0654  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL0654  HISTORY     - 1935     GOOD             NGS
 FL0654
 FL0654                          STATION DESCRIPTION
 FL0654
 FL0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL0654'9.0 MI E FROM PAMPA.
 FL0654'9.0 MILES EAST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND
 FL0654'S.F. RAILROAD BETWEEN PAMPA AND LAKETON, AT MILE POST NO. 9.  74.3
 FL0654'FEET SOUTH OF MILE POST 9, 41.2 FEET SOUTH OF SOUTH RAIL AND 1.5 FEET
 FL0654'NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1138 ***********************************************************************
 FL1138  DESIGNATION -  9
 FL1138  PID         -  FL1138
 FL1138  STATE/COUNTY-  TX/POTTER
 FL1138  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1138
 FL1138                         *CURRENT SURVEY CONTROL
 FL1138  ___________________________________________________________________
 FL1138* NAD 83(1986)-  35 19 37.     (N)    101 48 29.     (W)     SCALED    
 FL1138* NAVD 88     -      1027.754  (meters)    3371.89   (feet)  ADJUSTED  
 FL1138  ___________________________________________________________________
 FL1138  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 FL1138  DYNAMIC HT  -        1026.544 (meters)    3367.92  (feet)  COMP
 FL1138  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 FL1138
 FL1138  VERT ORDER  -  SECOND    CLASS 0
 FL1138
 FL1138.The horizontal coordinates were scaled from a topographic map and have
 FL1138.an estimated accuracy of +/- 6 seconds.
 FL1138
 FL1138.The orthometric height was determined by differential leveling
 FL1138.and adjusted by the National Geodetic Survey in June 1991..
 FL1138
 FL1138.The geoid height was determined by GEOID03.
 FL1138
 FL1138.The dynamic height is computed by dividing the NAVD 88
 FL1138.geopotential number by the normal gravity value computed on the
 FL1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1138.degrees latitude (g = 980.6199 gals.).
 FL1138
 FL1138.The modeled gravity was interpolated from observed gravity values.
 FL1138
 FL1138;                    North         East    Units  Estimated Accuracy
 FL1138;SPC TX N     - 1,147,250.      171,990.      MT  (+/- 180 meters Scaled)
 FL1138
 FL1138                          SUPERSEDED SURVEY CONTROL
 FL1138
 FL1138  NGVD 29 (??/??/92) 1027.255  (m)         3370.25   (f) ADJ UNCH    2 0
 FL1138
 FL1138.Superseded values are not recommended for survey control.
 FL1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1138.See file dsdata.txt to determine how the superseded data were derived.
 FL1138
 FL1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE447129(NAD 83)
 FL1138_MARKER: B = BOLT
 FL1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1138+STABILITY: SURFACE MOTION
 FL1138
 FL1138  HISTORY     - Date     Condition        Report By
 FL1138  HISTORY     - UNK      MONUMENTED       ATSFRR
 FL1138  HISTORY     - 1934     GOOD             NGS
 FL1138
 FL1138                          STATION DESCRIPTION
 FL1138
 FL1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1138'10.3 MI N FROM AMARILLO.
 FL1138'10.3 MILES NORTH ALONG THE PANHANDLE SANTA FE RAILWAY FROM AMARILLO,
 FL1138'POTTER COUNTY OPPOSITE MILEPOST 9, 48 FEET NORTHEAST OF THE CENTER
 FL1138'LINE OF THE TRACK AND 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  AN
 FL1138'IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1259 ***********************************************************************
 AH1259  DESIGNATION -  9
 AH1259  PID         -  AH1259
 AH1259  STATE/COUNTY-  TX/NUECES
 AH1259  USGS QUAD   -  OSO CREEK NE (1975)
 AH1259
 AH1259                         *CURRENT SURVEY CONTROL
 AH1259  ___________________________________________________________________
 AH1259* NAD 83(1993)-  27 40 06.48806(N)    097 16 19.37523(W)     ADJUSTED  
 AH1259* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1259  ___________________________________________________________________
 AH1259  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AH1259  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH1259
 AH1259  HORZ ORDER  -  SECOND
 AH1259
 AH1259.The horizontal coordinates were established by classical geodetic methods
 AH1259.and adjusted by the National Geodetic Survey in February 1996..
 AH1259
 AH1259.The orthometric height was scaled from a topographic map.
 AH1259
 AH1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1259
 AH1259.The geoid height was determined by GEOID03.
 AH1259
 AH1259;                    North         East     Units Scale Factor Converg.
 AH1259;SPC TX S     - 5,222,377.417   421,144.763   MT  0.99996241   +0 33 27.0
 AH1259;SPC TX S     -17,133,749.91  1,381,705.78   sFT  0.99996241   +0 33 27.0
 AH1259;UTM  14      - 3,061,671.450   670,428.467   MT  0.99995853   +0 48 09.3
 AH1259
 AH1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1259!SPC TX S     -   1.00000396  x   0.99996241  =   0.99996637
 AH1259!UTM  14      -   1.00000396  x   0.99995853  =   0.99996249
 AH1259
 AH1259                          SUPERSEDED SURVEY CONTROL
 AH1259
 AH1259  NAD 83(1986)-  27 40 06.49746(N)    097 16 19.34985(W) AD(       ) 2
 AH1259  NAD 27      -  27 40 05.37300(N)    097 16 18.38600(W) AD(       ) 2
 AH1259
 AH1259.Superseded values are not recommended for survey control.
 AH1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1259.See file dsdata.txt to determine how the superseded data were derived.
 AH1259
 AH1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7042861671(NAD 83)
 AH1259_MARKER: DG = GRAVITY STATION DISK
 AH1259_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1259
 AH1259  HISTORY     - Date     Condition        Report By
 AH1259  HISTORY     - 1939     MONUMENTED       CGS
 AH1259  HISTORY     - 1949     GOOD             CGS
 AH1259  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1259
 AH1259                          STATION DESCRIPTION
 AH1259
 AH1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1259'STATION IS LOCATED ABOUT 11-1/2 MILES SE OF CORPUS CHRISTI,
 AH1259'AND ABOUT 5-1/2 MILES NW OF CORPUS CHRISTI PASS, ABOUT 2-1/4
 AH1259'MILES S OF FLOUR BLUFF POINT, AT THE N END OF LAGUNA MADRE
 AH1259'ON MAINLAND W OF LAGUNA MADRE, ABOUT 200 FEET W OF A LINE OF
 AH1259'BRUSH NEAR W SHORE OF LAGUNA MADRE, ABOUT 280 FEET NNE OF A
 AH1259'GAP IN A ROW OF THICK BRUSH, AND ON TOP OF AND NEAR THE N
 AH1259'END OF A LOW RIDGE.  IT IS 166.444 METERS FROM STATION LAGUNA
 AH1259'MADRE NORTH BASE.
 AH1259'
 AH1259'STATION IS MARKED BY A U.S.E.D., GALVESTON OFFICE, STANDARD
 AH1259'DISK, STAMPED 9 AND SET IN TOP OF AN IRREGULAR MASS OF CONCRETE
 AH1259'SET FLUSH WITH THE GROUND.  (TRAVERSE)
 AH1259
 AH1259                          STATION RECOVERY (1949)
 AH1259
 AH1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1259'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 AH1259'COMPLETE AND ADEQUATE.
 AH1259
 AH1259                          STATION RECOVERY (2001)
 AH1259
 AH1259'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0950 ***********************************************************************
 BZ0950  DESIGNATION -  9 1/2 USE
 BZ0950  PID         -  BZ0950
 BZ0950  STATE/COUNTY-  TX/BELL
 BZ0950  USGS QUAD   -  FORT HOOD (1995)
 BZ0950
 BZ0950                         *CURRENT SURVEY CONTROL
 BZ0950  ___________________________________________________________________
 BZ0950* NAD 83(1986)-  31 08 44.     (N)    097 47 10.     (W)     SCALED    
 BZ0950* NAVD 88     -       286.786  (meters)     940.90   (feet)  ADJUSTED  
 BZ0950  ___________________________________________________________________
 BZ0950  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BZ0950  DYNAMIC HT  -         286.402 (meters)     939.64  (feet)  COMP
 BZ0950  MODELED GRAV-     979,297.1   (mgal)                       NAVD 88
 BZ0950
 BZ0950  VERT ORDER  -  FIRST     CLASS II
 BZ0950
 BZ0950.The horizontal coordinates were scaled from a topographic map and have
 BZ0950.an estimated accuracy of +/- 6 seconds.
 BZ0950
 BZ0950.The orthometric height was determined by differential leveling
 BZ0950.and adjusted by the National Geodetic Survey in June 1991..
 BZ0950
 BZ0950.The geoid height was determined by GEOID03.
 BZ0950
 BZ0950.The dynamic height is computed by dividing the NAVD 88
 BZ0950.geopotential number by the normal gravity value computed on the
 BZ0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0950.degrees latitude (g = 980.6199 gals.).
 BZ0950
 BZ0950.The modeled gravity was interpolated from observed gravity values.
 BZ0950
 BZ0950;                    North         East    Units  Estimated Accuracy
 BZ0950;SPC TX C     - 3,166,720.      942,850.      MT  (+/- 180 meters Scaled)
 BZ0950
 BZ0950                          SUPERSEDED SURVEY CONTROL
 BZ0950
 BZ0950  NGVD 29 (??/??/92)  286.704  (m)          940.63   (f) ADJ UNCH    1 2
 BZ0950
 BZ0950.Superseded values are not recommended for survey control.
 BZ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0950.See file dsdata.txt to determine how the superseded data were derived.
 BZ0950
 BZ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV157463(NAD 83)
 BZ0950_MARKER: DD = SURVEY DISK
 BZ0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0950+STABILITY: SURFACE MOTION
 BZ0950
 BZ0950  HISTORY     - Date     Condition        Report By
 BZ0950  HISTORY     - UNK      MONUMENTED       DOD
 BZ0950  HISTORY     - 1957     GOOD             DOD
 BZ0950  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0950
 BZ0950                          STATION DESCRIPTION
 BZ0950
 BZ0950'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0950'5.4 MI NW FROM KILLEEN.
 BZ0950'5.4 MILES NORTHWEST OF KILLEEN, BELL COUNTY, 3.6 MILES WEST ALONG THE
 BZ0950'GULF, COLORADO AND SANTA FE RAILWAY FROM THE STATION, 0.2 MILE NORTH
 BZ0950'ALONG TWO HUNDRED AND SEVENTY-NINTH STREET, 0.2 MILE EAST ALONG SPUR
 BZ0950'DRIVE, 0.2 MILE NORTH ALONG TWO HUNDRED AND SEVENTY-SEVENTH STREET,
 BZ0950'0.2 MILE EAST ALONG WAREHOUSE AVENUE, 1.0 MILE NORTH ALONG TWO HUNDRED
 BZ0950'AND SEVENTY-SECOND, ONE HUNDRED AND SEVENTY-SECOND AND SEVENTY-SECOND
 BZ0950'STREETS, ON THE FORT HOOD MILITARY RESERVATION, 83 FEET NORTH OF THE
 BZ0950'NORTHEAST CORNER OF BARRACKS 3110, 53.8 FEET NORTHWEST OF THE CENTER
 BZ0950'OF THE JUNCTION OF CENTRAL AVENUE, 36 FEET WEST OF THE CENTERLINE OF
 BZ0950'SEVENTY-SECOND STREET, AND SET IN THE TOP OF A CONCRETE POST
 BZ0950'PROJECTING 0.4 FOOT ABOVE GROUND.
 BZ0950
 BZ0950                          STATION RECOVERY (2001)
 BZ0950
 BZ0950'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0385 ***********************************************************************
 AX0385  DESIGNATION -  9 D 100.5
 AX0385  PID         -  AX0385
 AX0385  STATE/COUNTY-  TX/WHARTON
 AX0385  USGS QUAD   -  WHARTON (1980)
 AX0385
 AX0385                         *CURRENT SURVEY CONTROL
 AX0385  ___________________________________________________________________
 AX0385* NAD 83(1986)-  29 18 18.     (N)    096 04 50.     (W)     SCALED    
 AX0385* NAVD 88     -        30.68   (+/-2cm)     100.7    (feet)  VERTCON   
 AX0385  ___________________________________________________________________
 AX0385  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0385
 AX0385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0385
 AX0385.The horizontal coordinates were scaled from a topographic map and have
 AX0385.an estimated accuracy of +/- 6 seconds.
 AX0385
 AX0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0385.The vertical order pertains to the NGVD 29 superseded value.
 AX0385
 AX0385.The geoid height was determined by GEOID03.
 AX0385
 AX0385;                    North         East    Units  Estimated Accuracy
 AX0385;SPC TXSC     - 4,166,640.      883,560.      MT  (+/- 180 meters Scaled)
 AX0385
 AX0385                          SUPERSEDED SURVEY CONTROL
 AX0385
 AX0385  NGVD 29 (??/??/92)   30.677  (m)          100.65   (f) ADJ UNCH    2 0
 AX0385
 AX0385.Superseded values are not recommended for survey control.
 AX0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0385.See file dsdata.txt to determine how the superseded data were derived.
 AX0385
 AX0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT835453(NAD 83)
 AX0385_MARKER: DD = SURVEY DISK
 AX0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0385_STAMPING: 9 D 100.5
 AX0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0385+STABILITY: SURFACE MOTION
 AX0385
 AX0385  HISTORY     - Date     Condition        Report By
 AX0385  HISTORY     - UNK      MONUMENTED
 AX0385  HISTORY     - 1942     GOOD             NGS
 AX0385  HISTORY     - 1953     MARK NOT FOUND   USGS
 AX0385
 AX0385                          STATION DESCRIPTION
 AX0385
 AX0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AX0385'1.3 MI SE FROM WHARTON.
 AX0385'TO REACH FROM THE COUNTY COURT HOUSE AT WHARTON-- PROCEED 1.3 MILES
 AX0385'SOUTHEASTERLY ALONG STATE HIGHWAY NO.60 TO THE SITE OF THE BENCH MARK.
 AX0385'BENCH MARK IS AT THE INTERSECTION OF A GRAVELED ROAD LEADING
 AX0385'EASTERLY, 219.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 50.0 FEET
 AX0385'WEST OF THE CENTERLINE OF THE SANTA FE RAILROAD AND 46.0 FEET SOUTH OF
 AX0385'THE CENTERLINE OF THE GRAVELED SIDE ROAD.  IT IS 1.0 FOOT WEST OF A
 AX0385'SMALL SHED NEAR A HOUSE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AX0385
 AX0385                          STATION RECOVERY (1953)
 AX0385
 AX0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AX0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0545 ***********************************************************************
 EM0545  DESIGNATION -  9 DHW USGS
 EM0545  PID         -  EM0545
 EM0545  STATE/COUNTY-  TX/WILBARGER
 EM0545  USGS QUAD   -  VERNON (1983)
 EM0545
 EM0545                         *CURRENT SURVEY CONTROL
 EM0545  ___________________________________________________________________
 EM0545* NAD 83(1986)-  34 12 16.     (N)    099 22 11.     (W)     SCALED    
 EM0545* NAVD 88     -       385.004  (meters)    1263.13   (feet)  ADJUSTED  
 EM0545  ___________________________________________________________________
 EM0545  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0545  DYNAMIC HT  -         384.571 (meters)    1261.71  (feet)  COMP
 EM0545  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 EM0545
 EM0545  VERT ORDER  -  FIRST     CLASS II
 EM0545
 EM0545.The horizontal coordinates were scaled from a topographic map and have
 EM0545.an estimated accuracy of +/- 6 seconds.
 EM0545
 EM0545.The orthometric height was determined by differential leveling
 EM0545.and adjusted by the National Geodetic Survey in June 1991..
 EM0545
 EM0545.The geoid height was determined by GEOID03.
 EM0545
 EM0545.The dynamic height is computed by dividing the NAVD 88
 EM0545.geopotential number by the normal gravity value computed on the
 EM0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0545.degrees latitude (g = 980.6199 gals.).
 EM0545
 EM0545.The modeled gravity was interpolated from observed gravity values.
 EM0545
 EM0545;                    North         East    Units  Estimated Accuracy
 EM0545;SPC TXNC     - 2,281,770.      519,840.      MT  (+/- 180 meters Scaled)
 EM0545
 EM0545                          SUPERSEDED SURVEY CONTROL
 EM0545
 EM0545.No superseded survey control is available for this station.
 EM0545
 EM0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC659848(NAD 83)
 EM0545_MARKER: DB = BENCH MARK DISK
 EM0545_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EM0545_SP_SET: HEADWALL
 EM0545_STAMPING: 9 DHW 1954 1263
 EM0545_MARK LOGO: USGS  
 EM0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0545+STABILITY: SURFACE MOTION
 EM0545
 EM0545  HISTORY     - Date     Condition        Report By
 EM0545  HISTORY     - 1954     MONUMENTED       USGS
 EM0545  HISTORY     - 1984     GOOD             NGS
 EM0545
 EM0545                          STATION DESCRIPTION
 EM0545
 EM0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0545'9.5 KM (5.7 MI) NW FROM VERNON.
 EM0545'9.5 KM (5.7 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0545'FROM THE STATION IN VERNON, IN THE NORTHWEST END OF THE NORTHEAST
 EM0545'CONCRETE HEADWALL OF AN 8 FT BOX CULVERT, AND 5.2 METERS (17.1 FT)
 EM0545'NORTHEAST OF THE NEAR RAIL.
 EM0545'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2256 ***********************************************************************
 BY2256  DESIGNATION -  9 S USGS RESET 1956
 BY2256  PID         -  BY2256
 BY2256  STATE/COUNTY-  TX/ANDERSON
 BY2256  USGS QUAD   -  CAYUGA (1982)
 BY2256
 BY2256                         *CURRENT SURVEY CONTROL
 BY2256  ___________________________________________________________________
 BY2256* NAD 83(1986)-  31 55 21.     (N)    095 55 30.     (W)     SCALED    
 BY2256* NAVD 88     -       111.09   (meters)     364.5    (feet)  RESET     
 BY2256  ___________________________________________________________________
 BY2256  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BY2256
 BY2256  VERT ORDER  -  THIRD
 BY2256
 BY2256.The horizontal coordinates were scaled from a topographic map and have
 BY2256.an estimated accuracy of +/- 6 seconds.
 BY2256
 BY2256.The orthometric height was computed from unverified reset data.
 BY2256
 BY2256.The geoid height was determined by GEOID03.
 BY2256
 BY2256;                    North         East    Units  Estimated Accuracy
 BY2256;SPC TX C     - 3,258,340.    1,116,800.      MT  (+/- 180 meters Scaled)
 BY2256
 BY2256                          SUPERSEDED SURVEY CONTROL
 BY2256
 BY2256.No superseded survey control is available for this station.
 BY2256
 BY2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR234355(NAD 83)
 BY2256_MARKER: DB = BENCH MARK DISK
 BY2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2256_STAMPING: 9 S RESET 1956
 BY2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2256+STABILITY: SURFACE MOTION
 BY2256
 BY2256  HISTORY     - Date     Condition        Report By
 BY2256  HISTORY     - 1956     MONUMENTED       CGS
 BY2256
 BY2256                          STATION DESCRIPTION
 BY2256
 BY2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BY2256'IN BETHEL.
 BY2256'AT BETHEL, 23 YARDS NORTH OF THE NORTHEAST CORNER OF THE OLD STONE
 BY2256'SCHOOL HOUSE, 30 YARDS NORTHEAST OF THE NORTHWEST CORNER OF THE SCHOOL
 BY2256'ABOUT 50 YARDS EAST OF THE CENTERLINE OF A ROAD LEADING SOUTH FROM THE
 BY2256'HIGHWAY.  IT IS 5 FEET NORTH OF A 16 INCH OAK TREE.  A STANDARD DISK
 BY2256'STAMPED 9 S RESET 1956 IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 BY2256'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0245 ***********************************************************************
 AB0245  TIDAL BM    -  This is a Tidal Bench Mark.
 AB0245  DESIGNATION -  9 USE
 AB0245  PID         -  AB0245
 AB0245  STATE/COUNTY-  TX/CAMERON
 AB0245  USGS QUAD   -  PORT ISABEL (1983)
 AB0245
 AB0245                         *CURRENT SURVEY CONTROL
 AB0245  ___________________________________________________________________
 AB0245* NAD 83(1986)-  26 03 47.     (N)    097 12 58.     (W)     SCALED    
 AB0245* NAVD 88     -         0.627  (meters)       2.06   (feet)  ADJUSTED  
 AB0245  ___________________________________________________________________
 AB0245  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB0245  DYNAMIC HT  -           0.626 (meters)       2.05  (feet)  COMP
 AB0245  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 AB0245
 AB0245  VERT ORDER  -  FIRST     CLASS II
 AB0245
 AB0245.The horizontal coordinates were scaled from a topographic map and have
 AB0245.an estimated accuracy of +/- 6 seconds.
 AB0245
 AB0245.The orthometric height was determined by differential leveling
 AB0245.and adjusted by the National Geodetic Survey in June 1991..
 AB0245
 AB0245.This Tidal Bench Mark is designated as VM 903
 AB0245.by the Center for Operational Oceanographic Products and Services.
 AB0245
 AB0245.The geoid height was determined by GEOID03.
 AB0245
 AB0245.The dynamic height is computed by dividing the NAVD 88
 AB0245.geopotential number by the normal gravity value computed on the
 AB0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0245.degrees latitude (g = 980.6199 gals.).
 AB0245
 AB0245.The modeled gravity was interpolated from observed gravity values.
 AB0245
 AB0245;                    North         East    Units  Estimated Accuracy
 AB0245;SPC TX S     - 5,044,570.      428,470.      MT  (+/- 180 meters Scaled)
 AB0245
 AB0245                          SUPERSEDED SURVEY CONTROL
 AB0245
 AB0245.No superseded survey control is available for this station.
 AB0245
 AB0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP784838(NAD 83)
 AB0245_MARKER: DD = SURVEY DISK
 AB0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0245_MARK LOGO: USE   
 AB0245_PROJECTION: PROJECTING 9 CENTIMETERS
 AB0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0245+STABILITY: SURFACE MOTION
 AB0245
 AB0245  HISTORY     - Date     Condition        Report By
 AB0245  HISTORY     - UNK      MONUMENTED       DOD
 AB0245  HISTORY     - 1951     GOOD             NGS
 AB0245  HISTORY     - 1982     GOOD             NGS
 AB0245  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0245
 AB0245                          STATION DESCRIPTION
 AB0245
 AB0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0245'IN PORT ISABEL.
 AB0245'AT PORT ISABEL, 0.1 MILE NORTH OF THE WATER TOWER AT THE TURNING
 AB0245'BASIN, 430 FEET SOUTHEAST OF BENCH MARK NO. 6 (U.S.E.), 275 FEET EAST
 AB0245'OF THE CENTER LINE OF A PAVED ROAD, 149 FEET SOUTH OF THE CENTER LINE
 AB0245'OF AN EAST AND WEST DIRT ROAD, 29 FEET EAST OF THE EAST CORNER OF A
 AB0245'SMALL EARTH OIL RESERVOIR, 31 FEET EAST OF A WITNESS POST, SET IN THE
 AB0245'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AB0245'NOTE-- (THE POST IS LEANING ABOUT 20 DEGREES).
 AB0245
 AB0245                          STATION RECOVERY (1982)
 AB0245
 AB0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0245'1.4 KM (0.9 MI) SOUTHEAST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHT
 AB0245'HOUSE IN PORT ISABEL TO THE JUNCTION OF PORT ROAD, THENCE 1.0 KM
 AB0245'(0.6 MI) SOUTHEAST ALONG PORT ROAD, ABOUT 0.2 KM (0.1 MI) NORTH OF THE
 AB0245'WATER TOWER AT THE TURNING BASIN AND ABOUT 91.4 METERS (300.0 FT) NORT
 AB0245'THE OLD DOCK, 83.8 METERS (275.0 FT) EAST OF THE CENTER OF PORT ROAD,
 AB0245'45.7 METERS (150.0 FT) SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD,
 AB0245'83.8 METERS (275.0 FT) EAST OF AN ASPHALT ROAD, 46.6 METERS (153.0 FT)
 AB0245'SOUTHWEST OF A POWER POLE WITH TWO GUY WIRES, AND 24.0 METERS
 AB0245'(79.0 FT) SOUTH OF THE SOUTH HEADWALL OF A SMALL CONCRETE CULVERT.
 AB0245'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AB0245'THE MARK IS 1.5 M BELOW ROAD.
 AB0245
 AB0245                          STATION RECOVERY (1987)
 AB0245
 AB0245'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0762 ***********************************************************************
 CE0762  DESIGNATION -  9 X
 CE0762  PID         -  CE0762
 CE0762  STATE/COUNTY-  TX/EL PASO
 CE0762  USGS QUAD   -  YSLETA NW (1994)
 CE0762
 CE0762                         *CURRENT SURVEY CONTROL
 CE0762  ___________________________________________________________________
 CE0762* NAD 83(1986)-  31 44 00.     (N)    106 22 57.     (W)     SCALED    
 CE0762* NAVD 88     -      1125.265  (meters)    3691.81   (feet)  ADJUSTED  
 CE0762  ___________________________________________________________________
 CE0762  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0762  DYNAMIC HT  -        1123.552 (meters)    3686.19  (feet)  COMP
 CE0762  MODELED GRAV-     979,079.6   (mgal)                       NAVD 88
 CE0762
 CE0762  VERT ORDER  -  FIRST     CLASS I
 CE0762
 CE0762.The horizontal coordinates were scaled from a topographic map and have
 CE0762.an estimated accuracy of +/- 6 seconds.
 CE0762
 CE0762.The orthometric height was determined by differential leveling
 CE0762.and adjusted by the National Geodetic Survey in November 1996..
 CE0762
 CE0762.The geoid height was determined by GEOID03.
 CE0762
 CE0762.The dynamic height is computed by dividing the NAVD 88
 CE0762.geopotential number by the normal gravity value computed on the
 CE0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0762.degrees latitude (g = 980.6199 gals.).
 CE0762
 CE0762.The modeled gravity was interpolated from observed gravity values.
 CE0762
 CE0762;                    North         East    Units  Estimated Accuracy
 CE0762;SPC TX C     - 3,244,690.      127,050.      MT  (+/- 180 meters Scaled)
 CE0762
 CE0762                          SUPERSEDED SURVEY CONTROL
 CE0762
 CE0762.No superseded survey control is available for this station.
 CE0762
 CE0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR690117(NAD 83)
 CE0762_MARKER: DU = BOUNDARY MARKER
 CE0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0762_SP_SET: CONCRETE POST
 CE0762_MARK LOGO: IBWC  
 CE0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0762+STABILITY: SURFACE MOTION
 CE0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0762+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1993
 CE0762
 CE0762  HISTORY     - Date     Condition        Report By
 CE0762  HISTORY     - UNK      MONUMENTED       IBWC
 CE0762  HISTORY     - 19930112 GOOD             NGS
 CE0762
 CE0762                          STATION DESCRIPTION
 CE0762
 CE0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0762'11.7 KM (7.25 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0762'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0762'EL PASO, 0.4 KM (0.25 MI) NORTHWEST OF THE INTERSECTION OF MIDWAY
 CE0762'DRIVE, 6.8 M (22.3 FT) NORTHWEST OF THE CENTER OF AN ACCESS ROAD
 CE0762'LEADING TO THE LEVEE, 2.6 M (8.5 FT) SOUTH OF A WOOD POST WITH A
 CE0762'WITNESS SIGN ATTACHED, 2.6 M (8.5 FT) SOUTHWEST OF A METAL PIPE
 CE0762'STAMPED P.C. 144+44 79, 2.3 M (7.5 FT) NORTHEAST OF THE ROAD CENTER,
 CE0762'AND THE MONUMENT IS RECESSED 0.15 M (0.49 FT) BELOW THE ROAD SURFACE.
 CE0762'NOTE--THE DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0049 ***********************************************************************
 DO0049  DESIGNATION -  90
 DO0049  PID         -  DO0049
 DO0049  STATE/COUNTY-  TX/CLAY
 DO0049  USGS QUAD   -  DICKWORSHAM (1984)
 DO0049
 DO0049                         *CURRENT SURVEY CONTROL
 DO0049  ___________________________________________________________________
 DO0049* NAD 83(1986)-  33 45 23.     (N)    098 07 10.     (W)     SCALED    
 DO0049* NAVD 88     -       276.630  (meters)     907.58   (feet)  ADJUSTED  
 DO0049  ___________________________________________________________________
 DO0049  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DO0049  DYNAMIC HT  -         276.323 (meters)     906.57  (feet)  COMP
 DO0049  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 DO0049
 DO0049  VERT ORDER  -  FIRST     CLASS II
 DO0049
 DO0049.The horizontal coordinates were scaled from a topographic map and have
 DO0049.an estimated accuracy of +/- 6 seconds.
 DO0049
 DO0049.The orthometric height was determined by differential leveling
 DO0049.and adjusted by the National Geodetic Survey in June 1991..
 DO0049
 DO0049.The geoid height was determined by GEOID03.
 DO0049
 DO0049.The dynamic height is computed by dividing the NAVD 88
 DO0049.geopotential number by the normal gravity value computed on the
 DO0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0049.degrees latitude (g = 980.6199 gals.).
 DO0049
 DO0049.The modeled gravity was interpolated from observed gravity values.
 DO0049
 DO0049;                    North         East    Units  Estimated Accuracy
 DO0049;SPC TXNC     - 2,231,800.      635,260.      MT  (+/- 180 meters Scaled)
 DO0049
 DO0049                          SUPERSEDED SURVEY CONTROL
 DO0049
 DO0049  NGVD 29 (??/??/92)  276.567  (m)          907.37   (f) ADJ UNCH    1 2
 DO0049
 DO0049.Superseded values are not recommended for survey control.
 DO0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0049.See file dsdata.txt to determine how the superseded data were derived.
 DO0049
 DO0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC815354(NAD 83)
 DO0049_MARKER: Z = SEE DESCRIPTION
 DO0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0049_SP_SET: MILEPOST
 DO0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0049
 DO0049  HISTORY     - Date     Condition        Report By
 DO0049  HISTORY     - UNK      MONUMENTED       BNRR
 DO0049  HISTORY     - 1950     GOOD             NGS
 DO0049
 DO0049                          STATION DESCRIPTION
 DO0049
 DO0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0049'6.0 MI SE FROM HENRIETTA.
 DO0049'6.0 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0049'HENRIETTA, CLAY COUNTY, AND ON THE TOP OF MILEPOST 90.  THE TOP OF THE
 DO0049'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0378 ***********************************************************************
 DM0378  DESIGNATION -  90
 DM0378  PID         -  DM0378
 DM0378  STATE/COUNTY-  TX/LAMAR
 DM0378  USGS QUAD   -  BLOSSOM (1964)
 DM0378
 DM0378                         *CURRENT SURVEY CONTROL
 DM0378  ___________________________________________________________________
 DM0378* NAD 83(1986)-  33 39 28.     (N)    095 27 44.     (W)     SCALED    
 DM0378* NAVD 88     -       166.375  (meters)     545.85   (feet)  ADJUSTED  
 DM0378  ___________________________________________________________________
 DM0378  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DM0378  DYNAMIC HT  -         166.201 (meters)     545.28  (feet)  COMP
 DM0378  MODELED GRAV-     979,590.7   (mgal)                       NAVD 88
 DM0378
 DM0378  VERT ORDER  -  SECOND    CLASS 0
 DM0378
 DM0378.The horizontal coordinates were scaled from a topographic map and have
 DM0378.an estimated accuracy of +/- 6 seconds.
 DM0378
 DM0378.The orthometric height was determined by differential leveling
 DM0378.and adjusted by the National Geodetic Survey in June 1991..
 DM0378
 DM0378.The geoid height was determined by GEOID03.
 DM0378
 DM0378.The dynamic height is computed by dividing the NAVD 88
 DM0378.geopotential number by the normal gravity value computed on the
 DM0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0378.degrees latitude (g = 980.6199 gals.).
 DM0378
 DM0378.The modeled gravity was interpolated from observed gravity values.
 DM0378
 DM0378;                    North         East    Units  Estimated Accuracy
 DM0378;SPC TXNC     - 2,224,870.      881,710.      MT  (+/- 180 meters Scaled)
 DM0378
 DM0378                          SUPERSEDED SURVEY CONTROL
 DM0378
 DM0378  NGVD 29 (??/??/92)  166.352  (m)          545.77   (f) ADJ UNCH    2 0
 DM0378
 DM0378.Superseded values are not recommended for survey control.
 DM0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0378.See file dsdata.txt to determine how the superseded data were derived.
 DM0378
 DM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT716269(NAD 83)
 DM0378_MARKER: DD = SURVEY DISK
 DM0378_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0378_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0378_STAMPING: STA 90
 DM0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0378
 DM0378  HISTORY     - Date     Condition        Report By
 DM0378  HISTORY     - UNK      MONUMENTED       USGS
 DM0378  HISTORY     - 1934     GOOD             NGS
 DM0378  HISTORY     - 1965     GOOD             NGS
 DM0378  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0378
 DM0378                          STATION DESCRIPTION
 DM0378
 DM0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0378'4.5 MI W FROM BLOSSOM.
 DM0378'4.5 MI W OF AND ALONG THE T P R R AT A ROAD CROSSING AT RENO.  60 FEET
 DM0378'E OF CENTER OF CROSS ROAD.  46 FEET N OF CENTER OF TRACK.  AT THE R/W
 DM0378'FENCE CORNER.
 DM0378
 DM0378                          STATION RECOVERY (1965)
 DM0378
 DM0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DM0378'RECOVERED IN GOOD CONDITION.
 DM0378
 DM0378                          STATION RECOVERY (1995)
 DM0378
 DM0378'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0413 ***********************************************************************
 GK0413  DESIGNATION -  90
 GK0413  PID         -  GK0413
 GK0413  STATE/COUNTY-  TX/HANSFORD
 GK0413  USGS QUAD   -  HANSFORD (1962)
 GK0413
 GK0413                         *CURRENT SURVEY CONTROL
 GK0413  ___________________________________________________________________
 GK0413* NAD 83(1986)-  36 09 06.     (N)    101 17 13.     (W)     SCALED    
 GK0413* NAVD 88     -       957.048  (meters)    3139.91   (feet)  ADJUSTED  
 GK0413  ___________________________________________________________________
 GK0413  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GK0413  DYNAMIC HT  -         956.006 (meters)    3136.50  (feet)  COMP
 GK0413  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 GK0413
 GK0413  VERT ORDER  -  SECOND    CLASS 0
 GK0413
 GK0413.The horizontal coordinates were scaled from a topographic map and have
 GK0413.an estimated accuracy of +/- 6 seconds.
 GK0413
 GK0413.The orthometric height was determined by differential leveling
 GK0413.and adjusted by the National Geodetic Survey in June 1991..
 GK0413
 GK0413.The geoid height was determined by GEOID03.
 GK0413
 GK0413.The dynamic height is computed by dividing the NAVD 88
 GK0413.geopotential number by the normal gravity value computed on the
 GK0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0413.degrees latitude (g = 980.6199 gals.).
 GK0413
 GK0413.The modeled gravity was interpolated from observed gravity values.
 GK0413
 GK0413;                    North         East    Units  Estimated Accuracy
 GK0413;SPC TX N     - 1,238,730.      219,170.      MT  (+/- 180 meters Scaled)
 GK0413
 GK0413                          SUPERSEDED SURVEY CONTROL
 GK0413
 GK0413  NGVD 29 (??/??/92)  956.603  (m)         3138.45   (f) ADJ UNCH    2 0
 GK0413
 GK0413.Superseded values are not recommended for survey control.
 GK0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0413.See file dsdata.txt to determine how the superseded data were derived.
 GK0413
 GK0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF942031(NAD 83)
 GK0413_MARKER: B = BOLT
 GK0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0413+STABILITY: SURFACE MOTION
 GK0413
 GK0413  HISTORY     - Date     Condition        Report By
 GK0413  HISTORY     - UNK      MONUMENTED
 GK0413  HISTORY     - 1935     GOOD             NGS
 GK0413
 GK0413                          STATION DESCRIPTION
 GK0413
 GK0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GK0413'3.6 MI NE FROM MCKIBBEN.
 GK0413'3.6 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0413'STATION AT MCKIBBEN, 56.8 FEET SOUTHEAST OF MILEPOST 90, 45.6 FEET
 GK0413'SOUTHEAST OF THE SOUTHEAST RAIL, AND 1.8 FEET NORTHWEST OF THE
 GK0413'FENCELINE.  AN IRON BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3478 ***********************************************************************
 AW3478  DESIGNATION -  90+00 550
 AW3478  PID         -  AW3478
 AW3478  STATE/COUNTY-  TX/HARRIS
 AW3478  USGS QUAD   -  MORGANS POINT (1993)
 AW3478
 AW3478                         *CURRENT SURVEY CONTROL
 AW3478  ___________________________________________________________________
 AW3478* NAD 83(1986)-  29 41 51.     (N)    094 59 59.     (W)     SCALED    
 AW3478* NAVD 88     -         1.38   (+/-2cm)       4.5    (feet)  VERTCON   
 AW3478  ___________________________________________________________________
 AW3478  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3478
 AW3478  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3478
 AW3478.The horizontal coordinates were scaled from a topographic map and have
 AW3478.an estimated accuracy of +/- 6 seconds.
 AW3478
 AW3478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3478.The vertical order pertains to the NGVD 29 superseded value.
 AW3478
 AW3478.The geoid height was determined by GEOID03.
 AW3478
 AW3478;                    North         East    Units  Estimated Accuracy
 AW3478;SPC TXSC     - 4,213,220.      987,020.      MT  (+/- 180 meters Scaled)
 AW3478
 AW3478                          SUPERSEDED SURVEY CONTROL
 AW3478
 AW3478  NGVD 29 (??/??/92)    1.373  (m)            4.50   (f) ADJ UNCH    1 2
 AW3478
 AW3478.Superseded values are not recommended for survey control.
 AW3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3478.See file dsdata.txt to determine how the superseded data were derived.
 AW3478
 AW3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN065869(NAD 83)
 AW3478_MARKER: DD = SURVEY DISK
 AW3478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3478_STAMPING: 90+00 550
 AW3478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3478+STABILITY: SURFACE MOTION
 AW3478
 AW3478  HISTORY     - Date     Condition        Report By
 AW3478  HISTORY     - UNK      MONUMENTED       USE
 AW3478  HISTORY     - 1959     GOOD             NGS
 AW3478  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3478
 AW3478                          STATION DESCRIPTION
 AW3478
 AW3478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3478'1.9 MI NW FROM MORGAN POINT.
 AW3478'ABOUT 1.9 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3478'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3478'BANK OF SPILMAN ISLAND, 82 FEET WEST-NORTHWEST OF A LONE 8-INCH
 AW3478'SWEETGUM TREE, 85 FEET SOUTHWEST OF THE HIGH WATER LINE, 2 FEET NORTH
 AW3478'OF A WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST, POURED IN
 AW3478'PLACE FLUSH WITH THE GROUND.  NOTE-- MARK BELIEVED TO HAVE BEEN WASHED
 AW3478'OUT.
 AW3478
 AW3478                          STATION RECOVERY (1964)
 AW3478
 AW3478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8512 ***********************************************************************
 AC8512  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8512  DESIGNATION -  90002 F=877 5351 F TIDAL
 AC8512  PID         -  AC8512
 AC8512  STATE/COUNTY-  TX/NUECES
 AC8512  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8512
 AC8512                         *CURRENT SURVEY CONTROL
 AC8512  ___________________________________________________________________
 AC8512* NAD 83(1986)-  27 47 34.     (N)    097 23 20.     (W)     SCALED    
 AC8512* NAVD 88     -         1.634  (meters)       5.36   (feet)  ADJUSTED  
 AC8512  ___________________________________________________________________
 AC8512  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AC8512  DYNAMIC HT  -           1.631 (meters)       5.35  (feet)  COMP
 AC8512  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 AC8512
 AC8512  VERT ORDER  -  FIRST     CLASS II
 AC8512
 AC8512.The horizontal coordinates were scaled from a topographic map and have
 AC8512.an estimated accuracy of +/- 6 seconds.
 AC8512
 AC8512.The orthometric height was determined by differential leveling
 AC8512.and adjusted by the National Geodetic Survey in December 1997..
 AC8512
 AC8512.This Tidal Bench Mark is designated as VM 15609
 AC8512.by the Center for Operational Oceanographic Products and Services.
 AC8512
 AC8512.The geoid height was determined by GEOID03.
 AC8512
 AC8512.The dynamic height is computed by dividing the NAVD 88
 AC8512.geopotential number by the normal gravity value computed on the
 AC8512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8512.degrees latitude (g = 980.6199 gals.).
 AC8512
 AC8512.The modeled gravity was interpolated from observed gravity values.
 AC8512
 AC8512;                    North         East    Units  Estimated Accuracy
 AC8512;SPC TX S     - 5,236,050.      409,500.      MT  (+/- 180 meters Scaled)
 AC8512
 AC8512                          SUPERSEDED SURVEY CONTROL
 AC8512
 AC8512.No superseded survey control is available for this station.
 AC8512
 AC8512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR587752(NAD 83)
 AC8512_MARKER: DB = BENCH MARK DISK
 AC8512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8512_STAMPING: 90002 F
 AC8512_MARK LOGO: CBI   
 AC8512_PROJECTION: FLUSH
 AC8512_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8512+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 AC8512_ROD/PIPE-DEPTH: 11.0 meters
 AC8512
 AC8512  HISTORY     - Date     Condition        Report By
 AC8512  HISTORY     - UNK      MONUMENTED       CBI
 AC8512  HISTORY     - 19970209 GOOD             NGS
 AC8512  HISTORY     - 20040307 GOOD             USPSQD
 AC8512
 AC8512                          STATION DESCRIPTION
 AC8512
 AC8512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8512'0.3 KM (0.20 MI) EASTERLY ALONG THE LAWRENCE STREET T-HEAD ENTRANCE
 AC8512'ROAD FROM THE INTERSECTION OF SHORELINE BOULEVARD IN CORPUS CHRISTI,
 AC8512'THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG THE T-HEAD, 33.5 M (109.9 FT)
 AC8512'EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE T-HEAD, 33.1 M
 AC8512'(108.6 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE T-HEAD,
 AC8512'27.0 M (88.6 FT) WEST OF THE EAST END OF THE 2ND MEDIAN NORTH OF THE
 AC8512'SOUTH END OF THE T-HEAD, 26.2 M (86.0 FT) SOUTH OF UTILITY LIGHT POLE
 AC8512'NUMBER 21 A, 2.5 M (8.2 FT) SOUTH OF THE NORTH EDGE OF THE MEDIAN, 0.6
 AC8512'M (2.0 FT) NORTH OF THE SOUTH EDGE OF THE MEDIAN, AND 0.3 M (1.0 FT)
 AC8512'ABOVE THE LEVEL OF THE T-HEAD.  NOTE--THE DISK IS ENCASED IN A 6-INCH
 AC8512'PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 AC8512
 AC8512                          STATION RECOVERY (2004)
 AC8512
 AC8512'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8510 ***********************************************************************
 AC8510  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8510  DESIGNATION -  90002 G=877 5351 G TIDAL
 AC8510  PID         -  AC8510
 AC8510  STATE/COUNTY-  TX/NUECES
 AC8510  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8510
 AC8510                         *CURRENT SURVEY CONTROL
 AC8510  ___________________________________________________________________
 AC8510* NAD 83(1986)-  27 47 40.     (N)    097 23 18.     (W)     SCALED    
 AC8510* NAVD 88     -         1.438  (meters)       4.72   (feet)  ADJUSTED  
 AC8510  ___________________________________________________________________
 AC8510  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AC8510  DYNAMIC HT  -           1.436 (meters)       4.71  (feet)  COMP
 AC8510  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AC8510
 AC8510  VERT ORDER  -  FIRST     CLASS II
 AC8510
 AC8510.The horizontal coordinates were scaled from a topographic map and have
 AC8510.an estimated accuracy of +/- 6 seconds.
 AC8510
 AC8510.The orthometric height was determined by differential leveling
 AC8510.and adjusted by the National Geodetic Survey in December 1997..
 AC8510
 AC8510.This Tidal Bench Mark is designated as VM 15610
 AC8510.by the Center for Operational Oceanographic Products and Services.
 AC8510
 AC8510.The geoid height was determined by GEOID03.
 AC8510
 AC8510.The dynamic height is computed by dividing the NAVD 88
 AC8510.geopotential number by the normal gravity value computed on the
 AC8510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8510.degrees latitude (g = 980.6199 gals.).
 AC8510
 AC8510.The modeled gravity was interpolated from observed gravity values.
 AC8510
 AC8510;                    North         East    Units  Estimated Accuracy
 AC8510;SPC TX S     - 5,236,230.      409,550.      MT  (+/- 180 meters Scaled)
 AC8510
 AC8510                          SUPERSEDED SURVEY CONTROL
 AC8510
 AC8510.No superseded survey control is available for this station.
 AC8510
 AC8510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR587754(NAD 83)
 AC8510_MARKER: DB = BENCH MARK DISK
 AC8510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8510_STAMPING: 90002 G
 AC8510_MARK LOGO: CBI   
 AC8510_PROJECTION: FLUSH
 AC8510_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8510+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8510_ROD/PIPE-DEPTH: 12.2 meters
 AC8510
 AC8510  HISTORY     - Date     Condition        Report By
 AC8510  HISTORY     - UNK      MONUMENTED       CBI
 AC8510  HISTORY     - 19970209 GOOD             NGS
 AC8510
 AC8510                          STATION DESCRIPTION
 AC8510
 AC8510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8510'0.3 KM (0.20 MI) EASTERLY ALONG THE LAWRENCE STREET T-HEAD ENTRANCE
 AC8510'ROAD FROM THE INTERSECTION OF SHORELINE BOULEVARD IN CORPUS CHRISTI,
 AC8510'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG THE T-HEAD, 10.2 M (33.5 FT)
 AC8510'EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE T-HEAD, 6.4 M
 AC8510'(21.0 FT) EAST OF THE WEST END OF THE 3RD MEDIAN SOUTH OF THE NORTH
 AC8510'END OF THE T-HEAD, 1.0 M (3.3 FT) SOUTH OF THE NORTH EAST OF THE
 AC8510'MEDIAN, 0.9 M (3.0 FT) WEST OF THE WEST EDGE OF A PARKING AREA, AND
 AC8510'0.3 M (1.0 FT) BELOW THE LEVEL OF THE T-HEAD.  NOTE--THE DISK IS
 AC8510'ENCASED IN A 6-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8511 ***********************************************************************
 AC8511  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8511  DESIGNATION -  90002 H=877 5351 H TIDAL
 AC8511  PID         -  AC8511
 AC8511  STATE/COUNTY-  TX/NUECES
 AC8511  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8511
 AC8511                         *CURRENT SURVEY CONTROL
 AC8511  ___________________________________________________________________
 AC8511* NAD 83(1986)-  27 47 36.     (N)    097 23 19.     (W)     SCALED    
 AC8511* NAVD 88     -         1.621  (meters)       5.32   (feet)  ADJUSTED  
 AC8511  ___________________________________________________________________
 AC8511  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AC8511  DYNAMIC HT  -           1.619 (meters)       5.31  (feet)  COMP
 AC8511  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 AC8511
 AC8511  VERT ORDER  -  FIRST     CLASS II
 AC8511
 AC8511.The horizontal coordinates were scaled from a topographic map and have
 AC8511.an estimated accuracy of +/- 6 seconds.
 AC8511
 AC8511.The orthometric height was determined by differential leveling
 AC8511.and adjusted by the National Geodetic Survey in December 1997..
 AC8511
 AC8511.This Tidal Bench Mark is designated as VM 15611
 AC8511.by the Center for Operational Oceanographic Products and Services.
 AC8511
 AC8511.The geoid height was determined by GEOID03.
 AC8511
 AC8511.The dynamic height is computed by dividing the NAVD 88
 AC8511.geopotential number by the normal gravity value computed on the
 AC8511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8511.degrees latitude (g = 980.6199 gals.).
 AC8511
 AC8511.The modeled gravity was interpolated from observed gravity values.
 AC8511
 AC8511;                    North         East    Units  Estimated Accuracy
 AC8511;SPC TX S     - 5,236,110.      409,520.      MT  (+/- 180 meters Scaled)
 AC8511
 AC8511                          SUPERSEDED SURVEY CONTROL
 AC8511
 AC8511.No superseded survey control is available for this station.
 AC8511
 AC8511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR587753(NAD 83)
 AC8511_MARKER: DB = BENCH MARK DISK
 AC8511_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8511_STAMPING: 90002 H
 AC8511_MARK LOGO: CBI   
 AC8511_PROJECTION: FLUSH
 AC8511_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8511+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 AC8511_ROD/PIPE-DEPTH: 9.8  meters
 AC8511
 AC8511  HISTORY     - Date     Condition        Report By
 AC8511  HISTORY     - UNK      MONUMENTED       CBI
 AC8511  HISTORY     - 19970209 GOOD             NGS
 AC8511  HISTORY     - 20040307 GOOD             USPSQD
 AC8511
 AC8511                          STATION DESCRIPTION
 AC8511
 AC8511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8511'0.3 KM (0.20 MI) EASTERLY ALONG THE LAWRENCE STREET T-HEAD ENTRANCE
 AC8511'ROAD FROM THE INTERSECTION OF SHORELINE BOULEVARD IN CORPUS CHRISTI,
 AC8511'15.9 M (52.2 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AC8511'T-HEAD, 14.1 M (46.3 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF
 AC8511'THE T-HEAD, 9.6 M (31.5 FT) EAST OF A FIRE HYDRANT, 9.5 M (31.2 FT)
 AC8511'SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD, AND 0.3 M (1.0 FT) ABOVE
 AC8511'THE LEVEL OF THE T-HEAD ENTRANCE ROAD.  NOTE--THE DISK IS ENCASED IN A
 AC8511'6-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 AC8511
 AC8511                          STATION RECOVERY (2004)
 AC8511
 AC8511'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8405 ***********************************************************************
 AC8405  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8405  DESIGNATION -  90006 I=877 5283 I TIDAL
 AC8405  PID         -  AC8405
 AC8405  STATE/COUNTY-  TX/SAN PATRICIO
 AC8405  USGS QUAD   -  PORT INGLESIDE (1975)
 AC8405
 AC8405                         *CURRENT SURVEY CONTROL
 AC8405  ___________________________________________________________________
 AC8405* NAD 83(1986)-  27 49 18.     (N)    097 12 03.     (W)     SCALED    
 AC8405* NAVD 88     -         4.351  (meters)      14.27   (feet)  ADJUSTED  
 AC8405  ___________________________________________________________________
 AC8405  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AC8405  DYNAMIC HT  -           4.344 (meters)      14.25  (feet)  COMP
 AC8405  MODELED GRAV-     979,138.5   (mgal)                       NAVD 88
 AC8405
 AC8405  VERT ORDER  -  FIRST     CLASS II
 AC8405
 AC8405.The horizontal coordinates were scaled from a topographic map and have
 AC8405.an estimated accuracy of +/- 6 seconds.
 AC8405
 AC8405.The orthometric height was determined by differential leveling
 AC8405.and adjusted by the National Geodetic Survey in December 1997..
 AC8405
 AC8405.This Tidal Bench Mark is designated as VM 15598
 AC8405.by the Center for Operational Oceanographic Products and Services.
 AC8405
 AC8405.The geoid height was determined by GEOID03.
 AC8405
 AC8405.The dynamic height is computed by dividing the NAVD 88
 AC8405.geopotential number by the normal gravity value computed on the
 AC8405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8405.degrees latitude (g = 980.6199 gals.).
 AC8405
 AC8405.The modeled gravity was interpolated from observed gravity values.
 AC8405
 AC8405;                    North         East    Units  Estimated Accuracy
 AC8405;SPC TX S     - 5,239,420.      428,000.      MT  (+/- 180 meters Scaled)
 AC8405
 AC8405                          SUPERSEDED SURVEY CONTROL
 AC8405
 AC8405.No superseded survey control is available for this station.
 AC8405
 AC8405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR772787(NAD 83)
 AC8405_MARKER: DB = BENCH MARK DISK
 AC8405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8405_STAMPING: 90006 I 1992
 AC8405_MARK LOGO: CBI   
 AC8405_PROJECTION: FLUSH
 AC8405_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8405+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AC8405_ROD/PIPE-DEPTH: 15.0 meters
 AC8405
 AC8405  HISTORY     - Date     Condition        Report By
 AC8405  HISTORY     - 1992     MONUMENTED       CBI
 AC8405  HISTORY     - 19970203 GOOD             NGS
 AC8405
 AC8405                          STATION DESCRIPTION
 AC8405
 AC8405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8405'6.8 KM (4.20 MI) SOUTHERLY ALONG FARM ROAD 1069 (MAIN STREET) FROM THE
 AC8405'JUNCTION OF STATE HIGHWAY 361 IN INGLESIDE, THENCE 0.3 KM (0.20 MI)
 AC8405'WESTERLY ALONG A ROAD LEADING TO THE KOCH PIPELINE TANK FARM, 20.9 M
 AC8405'(68.6 FT) WEST OF A VENT PIPE, 10.0 M (32.8 FT) NORTH OF THE EXTENDED
 AC8405'CENTER OF THE ROAD AND A GATE, 9.8 M (32.2 FT) SOUTH OF THE MOST
 AC8405'SOUTHERLY OF 3 POTABLE WATER PIPES, 6.1 M (20.0 FT) SOUTHEAST OF THE
 AC8405'SOUTHEAST CORNER OF A CHAIN-LINK FENCE ENCLOSING A TRANSFORMER, 1.1 M
 AC8405'(3.6 FT) NORTH OF A CURB, 0.3 M (1.0 FT) WEST OF THE EXTENDED CENTER
 AC8405'OF A WALKWAY LEADING TO A DOCK, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AC8405'THE ROAD.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS FLUSH
 AC8405'WITH THE GROUND SURFACE.  THE MONUMENT IS ON PROPERTY OWNED BY KOCH
 AC8405'PIPELINE COMPANY, HIGHWAY 1069, INGLESIDE, TX, TELEPHONE NUMBER (512)
 AC8405'887-0847.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8406 ***********************************************************************
 AC8406  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8406  DESIGNATION -  90006 J=877 5283 J TIDAL
 AC8406  PID         -  AC8406
 AC8406  STATE/COUNTY-  TX/SAN PATRICIO
 AC8406  USGS QUAD   -  PORT INGLESIDE (1975)
 AC8406
 AC8406                         *CURRENT SURVEY CONTROL
 AC8406  ___________________________________________________________________
 AC8406* NAD 83(1986)-  27 49 17.     (N)    097 12 05.     (W)     SCALED    
 AC8406* NAVD 88     -         4.575  (meters)      15.01   (feet)  ADJUSTED  
 AC8406  ___________________________________________________________________
 AC8406  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AC8406  DYNAMIC HT  -           4.568 (meters)      14.99  (feet)  COMP
 AC8406  MODELED GRAV-     979,138.4   (mgal)                       NAVD 88
 AC8406
 AC8406  VERT ORDER  -  FIRST     CLASS II
 AC8406
 AC8406.The horizontal coordinates were scaled from a topographic map and have
 AC8406.an estimated accuracy of +/- 6 seconds.
 AC8406
 AC8406.The orthometric height was determined by differential leveling
 AC8406.and adjusted by the National Geodetic Survey in December 1997..
 AC8406
 AC8406.This Tidal Bench Mark is designated as VM 15599
 AC8406.by the Center for Operational Oceanographic Products and Services.
 AC8406
 AC8406.The geoid height was determined by GEOID03.
 AC8406
 AC8406.The dynamic height is computed by dividing the NAVD 88
 AC8406.geopotential number by the normal gravity value computed on the
 AC8406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8406.degrees latitude (g = 980.6199 gals.).
 AC8406
 AC8406.The modeled gravity was interpolated from observed gravity values.
 AC8406
 AC8406;                    North         East    Units  Estimated Accuracy
 AC8406;SPC TX S     - 5,239,390.      427,940.      MT  (+/- 180 meters Scaled)
 AC8406
 AC8406                          SUPERSEDED SURVEY CONTROL
 AC8406
 AC8406.No superseded survey control is available for this station.
 AC8406
 AC8406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR771787(NAD 83)
 AC8406_MARKER: DB = BENCH MARK DISK
 AC8406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8406_STAMPING: 90006 J 1992
 AC8406_MARK LOGO: CBI   
 AC8406_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8406+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AC8406
 AC8406  HISTORY     - Date     Condition        Report By
 AC8406  HISTORY     - 1992     MONUMENTED       CBI
 AC8406  HISTORY     - 19970203 GOOD             NGS
 AC8406
 AC8406                          STATION DESCRIPTION
 AC8406
 AC8406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8406'7.2 KM (4.45 MI) SOUTHERLY ALONG FARM ROAD 1069 (MAIN STREET) FROM THE
 AC8406'JUNCTION OF STATE HIGHWAY 361 IN INGLESIDE, THENCE 0.7 KM (0.45 MI)
 AC8406'SOUTH ALONG HAYDEN HEAD BOULEVARD, THENCE 0.2 KM (0.10 MI) EAST ALONG
 AC8406'TICONDEROGA STREET, THENCE 1.1 KM (0.70 MI) SOUTHERLY ALONG SOUTH
 AC8406'CORAL SEA STREET, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A TRACK ROAD,
 AC8406'31.4 M (103.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF TANK NUMBER
 AC8406'28081, 16.2 M (53.1 FT) EAST OF THE MOST EASTERLY OF 9 HAND VALVES,
 AC8406'10.6 M (34.8 FT) EAST OF A BEND IN A CHAIN-LINK FENCE, 3.5 M (11.5 FT)
 AC8406'SOUTH OF THE ROAD CENTER, AND 1.2 M (3.9 FT) NORTH OF A WITNESS POST
 AC8406'AND FENCE.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS
 AC8406'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  THE MONUMENT IS ON
 AC8406'PROPERTY OWNED BY KOCH PIPELINE COMPANY, HIGHWAY 1069, INGLESIDE, TX,
 AC8406'TELEPHONE NUMBER (512) 887-0847.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8407 ***********************************************************************
 AC8407  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8407  DESIGNATION -  90006 K=877 5283 K TIDAL
 AC8407  PID         -  AC8407
 AC8407  STATE/COUNTY-  TX/SAN PATRICIO
 AC8407  USGS QUAD   -  PORT INGLESIDE (1975)
 AC8407
 AC8407                         *CURRENT SURVEY CONTROL
 AC8407  ___________________________________________________________________
 AC8407* NAD 83(1986)-  27 49 17.     (N)    097 12 07.     (W)     SCALED    
 AC8407* NAVD 88     -         4.763  (meters)      15.63   (feet)  ADJUSTED  
 AC8407  ___________________________________________________________________
 AC8407  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AC8407  DYNAMIC HT  -           4.756 (meters)      15.60  (feet)  COMP
 AC8407  MODELED GRAV-     979,138.4   (mgal)                       NAVD 88
 AC8407
 AC8407  VERT ORDER  -  FIRST     CLASS II
 AC8407
 AC8407.The horizontal coordinates were scaled from a topographic map and have
 AC8407.an estimated accuracy of +/- 6 seconds.
 AC8407
 AC8407.The orthometric height was determined by differential leveling
 AC8407.and adjusted by the National Geodetic Survey in December 1997..
 AC8407
 AC8407.This Tidal Bench Mark is designated as VM 15600
 AC8407.by the Center for Operational Oceanographic Products and Services.
 AC8407
 AC8407.The geoid height was determined by GEOID03.
 AC8407
 AC8407.The dynamic height is computed by dividing the NAVD 88
 AC8407.geopotential number by the normal gravity value computed on the
 AC8407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8407.degrees latitude (g = 980.6199 gals.).
 AC8407
 AC8407.The modeled gravity was interpolated from observed gravity values.
 AC8407
 AC8407;                    North         East    Units  Estimated Accuracy
 AC8407;SPC TX S     - 5,239,390.      427,890.      MT  (+/- 180 meters Scaled)
 AC8407
 AC8407                          SUPERSEDED SURVEY CONTROL
 AC8407
 AC8407.No superseded survey control is available for this station.
 AC8407
 AC8407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR770787(NAD 83)
 AC8407_MARKER: DB = BENCH MARK DISK
 AC8407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8407_STAMPING: 90006 K 1992
 AC8407_MARK LOGO: CBI   
 AC8407_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8407+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AC8407
 AC8407  HISTORY     - Date     Condition        Report By
 AC8407  HISTORY     - 1992     MONUMENTED       CBI
 AC8407  HISTORY     - 19970203 GOOD             NGS
 AC8407
 AC8407                          STATION DESCRIPTION
 AC8407
 AC8407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8407'7.2 KM (4.45 MI) SOUTHERLY ALONG FARM ROAD 1069 (MAIN STREET) FROM THE
 AC8407'JUNCTION OF STATE HIGHWAY 361 IN INGLESIDE, THENCE 0.7 KM (0.45 MI)
 AC8407'SOUTH ALONG HAYDEN HEAD BOULEVARD, THENCE 0.2 KM (0.10 MI) EAST ALONG
 AC8407'TICONDEROGA STREET, THENCE 1.1 KM (0.70 MI) SOUTHERLY ALONG SOUTH
 AC8407'CORAL SEA STREET, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG A TRACK ROAD,
 AC8407'34.0 M (111.5 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF TANK NUMBER
 AC8407'28063, 14.5 M (47.6 FT) SOUTHWEST OF THE MOST SOUTHWESTERLY OF 4 GUARD
 AC8407'PIPES FOR 3 PIPELINE VALVES, 5.3 M (17.4 FT) EAST OF THE CORNER OF A
 AC8407'CHAIN-LINK FENCE, 3.3 M (10.8 FT) SOUTH OF AND LEVEL WITH THE ROAD
 AC8407'CENTER, AND 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND FENCE.
 AC8407'NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS RECESSED 0.1 M
 AC8407'(0.3 FT) BELOW THE GROUND SURFACE.  THE MONUMENT IS ON PROPERTY OWNED
 AC8407'BY KOCH PIPELINE COMPANY, HIGHWAY 1069, INGLESIDE, TX, TELEPHONE
 AC8407'NUMBER (512) 887-0847.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8408 ***********************************************************************
 AC8408  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8408  DESIGNATION -  90006 L=877 5283 L TIDAL
 AC8408  PID         -  AC8408
 AC8408  STATE/COUNTY-  TX/SAN PATRICIO
 AC8408  USGS QUAD   -  PORT INGLESIDE (1975)
 AC8408
 AC8408                         *CURRENT SURVEY CONTROL
 AC8408  ___________________________________________________________________
 AC8408* NAD 83(1986)-  27 49 15.     (N)    097 12 09.     (W)     SCALED    
 AC8408* NAVD 88     -         4.089  (meters)      13.42   (feet)  ADJUSTED  
 AC8408  ___________________________________________________________________
 AC8408  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AC8408  DYNAMIC HT  -           4.083 (meters)      13.40  (feet)  COMP
 AC8408  MODELED GRAV-     979,138.4   (mgal)                       NAVD 88
 AC8408
 AC8408  VERT ORDER  -  FIRST     CLASS II
 AC8408
 AC8408.The horizontal coordinates were scaled from a topographic map and have
 AC8408.an estimated accuracy of +/- 6 seconds.
 AC8408
 AC8408.The orthometric height was determined by differential leveling
 AC8408.and adjusted by the National Geodetic Survey in December 1997..
 AC8408
 AC8408.This Tidal Bench Mark is designated as VM 15601
 AC8408.by the Center for Operational Oceanographic Products and Services.
 AC8408
 AC8408.The geoid height was determined by GEOID03.
 AC8408
 AC8408.The dynamic height is computed by dividing the NAVD 88
 AC8408.geopotential number by the normal gravity value computed on the
 AC8408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8408.degrees latitude (g = 980.6199 gals.).
 AC8408
 AC8408.The modeled gravity was interpolated from observed gravity values.
 AC8408
 AC8408;                    North         East    Units  Estimated Accuracy
 AC8408;SPC TX S     - 5,239,330.      427,830.      MT  (+/- 180 meters Scaled)
 AC8408
 AC8408                          SUPERSEDED SURVEY CONTROL
 AC8408
 AC8408.No superseded survey control is available for this station.
 AC8408
 AC8408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR770786(NAD 83)
 AC8408_MARKER: DB = BENCH MARK DISK
 AC8408_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC8408_SP_SET: WHARF
 AC8408_STAMPING: 90006 L 1993
 AC8408_MARK LOGO: CBI   
 AC8408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC8408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8408+STABILITY: POSITION/ELEVATION WELL
 AC8408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8408+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AC8408
 AC8408  HISTORY     - Date     Condition        Report By
 AC8408  HISTORY     - 1993     MONUMENTED       CBI
 AC8408  HISTORY     - 19970203 GOOD             NGS
 AC8408
 AC8408                          STATION DESCRIPTION
 AC8408
 AC8408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8408'7.2 KM (4.45 MI) SOUTHERLY ALONG FARM ROAD 1069 (MAIN STREET) FROM THE
 AC8408'JUNCTION OF STATE HIGHWAY 361 IN INGLESIDE, THENCE 0.7 KM (0.45 MI)
 AC8408'SOUTH ALONG HAYDEN HEAD BOULEVARD, THENCE 0.2 KM (0.10 MI) EAST ALONG
 AC8408'TICONDEROGA STREET, THENCE 1.1 KM (0.70 MI) SOUTHERLY ALONG SOUTH
 AC8408'CORAL SEA STREET, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG A WHARF TO
 AC8408'LEADING TO BRAVO DOCK, IN A CONCRETE WHARF AT THE WATERS EDGE, 36.6 M
 AC8408'(120.1 FT) SOUTH OF THE SOUTHEAST CORNER OF BUILDING NUMBER 317, 31.2
 AC8408'M (102.4 FT) WEST OF THE EAST END OF THE WHARF, 26.2 M (86.0 FT) OF A
 AC8408'UTILITY LIGHT POLE, 1.4 M (4.6 FT) EAST OF AN 18 BY 18 BY 6-INCH METAL
 AC8408'BOX, AND 0.9 M (3.0 FT) NORTH OF THE SOUTH EDGE OF THE WHARF. NOTE--TO
 AC8408'GAIN ACCESS TO THE MARK CONTACT--PORT OPERATIONS, BUILDING 317,
 AC8408'TELEPHONE NUMBER (512) 776-4293.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8425 ***********************************************************************
 AC8425  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8425  DESIGNATION -  90008 A=877 5296 A TIDAL
 AC8425  PID         -  AC8425
 AC8425  STATE/COUNTY-  TX/NUECES
 AC8425  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8425
 AC8425                         *CURRENT SURVEY CONTROL
 AC8425  ___________________________________________________________________
 AC8425* NAD 83(1986)-  27 48 53.     (N)    097 23 31.     (W)     SCALED    
 AC8425* NAVD 88     -         1.600  (meters)       5.25   (feet)  ADJUSTED  
 AC8425  ___________________________________________________________________
 AC8425  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AC8425  DYNAMIC HT  -           1.598 (meters)       5.24  (feet)  COMP
 AC8425  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 AC8425
 AC8425  VERT ORDER  -  FIRST     CLASS II
 AC8425
 AC8425.The horizontal coordinates were scaled from a topographic map and have
 AC8425.an estimated accuracy of +/- 6 seconds.
 AC8425
 AC8425.The orthometric height was determined by differential leveling
 AC8425.and adjusted by the National Geodetic Survey in December 1997..
 AC8425
 AC8425.This Tidal Bench Mark is designated as VM 17499
 AC8425.by the Center for Operational Oceanographic Products and Services.
 AC8425
 AC8425.The geoid height was determined by GEOID03.
 AC8425
 AC8425.The dynamic height is computed by dividing the NAVD 88
 AC8425.geopotential number by the normal gravity value computed on the
 AC8425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8425.degrees latitude (g = 980.6199 gals.).
 AC8425
 AC8425.The modeled gravity was interpolated from observed gravity values.
 AC8425
 AC8425;                    North         East    Units  Estimated Accuracy
 AC8425;SPC TX S     - 5,238,470.      409,170.      MT  (+/- 180 meters Scaled)
 AC8425
 AC8425                          SUPERSEDED SURVEY CONTROL
 AC8425
 AC8425.No superseded survey control is available for this station.
 AC8425
 AC8425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR583777(NAD 83)
 AC8425_MARKER: DB = BENCH MARK DISK
 AC8425_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8425_SP_SET: SEAWALL
 AC8425_STAMPING: 90008-A 1990
 AC8425_MARK LOGO: CBI   
 AC8425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8425+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1997
 AC8425
 AC8425  HISTORY     - Date     Condition        Report By
 AC8425  HISTORY     - 1990     MONUMENTED       CBI
 AC8425  HISTORY     - 19970201 GOOD             NGS
 AC8425  HISTORY     - 20020221 GOOD             NGS
 AC8425  HISTORY     - 20040312 GOOD             USPSQD
 AC8425
 AC8425                          STATION DESCRIPTION
 AC8425
 AC8425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8425'IN CORPUS CHRISTI, IN A CONCRETE SEAWALL, 22.6 M (74.1 FT) EAST OF THE
 AC8425'NORTHEAST CORNER OF THE TEXAS STATE AQUARIUM AT 2710 NORTH SHORELINE
 AC8425'BOULEVARD, 24.9 M (81.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 AC8425'SEAWALL, 4.4 M (14.4 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 AC8425'SEAWALL, AND 2.9 M (9.5 FT) NORTHEAST OF A WATER LEVEL STATION.
 AC8425'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE TEXAS STATE AQUARIUM,
 AC8425'2710 NORTH SHORELINE BOULEVARD, CORPUS CHRISTI, TX 78463, TELEPHONE
 AC8425'NUMBER (512) 881-1200.
 AC8425
 AC8425                          STATION RECOVERY (2002)
 AC8425
 AC8425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AC8425'RECOVERED IN GOOD CONDITION.
 AC8425
 AC8425                          STATION RECOVERY (2004)
 AC8425
 AC8425'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8426 ***********************************************************************
 AC8426  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8426  DESIGNATION -  90008 B=877 5296 B TIDAL
 AC8426  PID         -  AC8426
 AC8426  STATE/COUNTY-  TX/NUECES
 AC8426  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8426
 AC8426                         *CURRENT SURVEY CONTROL
 AC8426  ___________________________________________________________________
 AC8426* NAD 83(1986)-  27 48 53.     (N)    097 23 30.     (W)     SCALED    
 AC8426* NAVD 88     -         1.585  (meters)       5.20   (feet)  ADJUSTED  
 AC8426  ___________________________________________________________________
 AC8426  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AC8426  DYNAMIC HT  -           1.582 (meters)       5.19  (feet)  COMP
 AC8426  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 AC8426
 AC8426  VERT ORDER  -  FIRST     CLASS II
 AC8426
 AC8426.The horizontal coordinates were scaled from a topographic map and have
 AC8426.an estimated accuracy of +/- 6 seconds.
 AC8426
 AC8426.The orthometric height was determined by differential leveling
 AC8426.and adjusted by the National Geodetic Survey in December 1997..
 AC8426
 AC8426.This Tidal Bench Mark is designated as VM 17500
 AC8426.by the Center for Operational Oceanographic Products and Services.
 AC8426
 AC8426.The geoid height was determined by GEOID03.
 AC8426
 AC8426.The dynamic height is computed by dividing the NAVD 88
 AC8426.geopotential number by the normal gravity value computed on the
 AC8426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8426.degrees latitude (g = 980.6199 gals.).
 AC8426
 AC8426.The modeled gravity was interpolated from observed gravity values.
 AC8426
 AC8426;                    North         East    Units  Estimated Accuracy
 AC8426;SPC TX S     - 5,238,470.      409,200.      MT  (+/- 180 meters Scaled)
 AC8426
 AC8426                          SUPERSEDED SURVEY CONTROL
 AC8426
 AC8426.No superseded survey control is available for this station.
 AC8426
 AC8426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR584777(NAD 83)
 AC8426_MARKER: DB = BENCH MARK DISK
 AC8426_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8426_SP_SET: SEAWALL
 AC8426_STAMPING: 90008-B 1990
 AC8426_MARK LOGO: CBI   
 AC8426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8426+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AC8426
 AC8426  HISTORY     - Date     Condition        Report By
 AC8426  HISTORY     - 1990     MONUMENTED       CBI
 AC8426  HISTORY     - 19970201 GOOD             NGS
 AC8426  HISTORY     - 20020221 GOOD             NGS
 AC8426  HISTORY     - 20040312 GOOD             USPSQD
 AC8426  HISTORY     - 20050820 GOOD             USPSQD
 AC8426
 AC8426                          STATION DESCRIPTION
 AC8426
 AC8426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8426'IN CORPUS CHRISTI, IN A CONCRETE SEAWALL 30.3 M (99.4 FT) EAST OF THE
 AC8426'SOUTHEAST CORNER OF THE TEXAS STATE AQUARIUM AT 2710 NORTH SHORELINE
 AC8426'BOULEVARD, 26.0 M (85.3 FT) SOUTHEAST OF THE CENTER OF A GATE AND PATH
 AC8426'LEADING FROM A BOAT DOCK TO A PARKING AREA, 9.0 M (29.5 FT) NORTHWEST
 AC8426'OF THE SOUTHEAST END OF THE SEAWALL, 0.7 M (2.3 FT) ABOVE THE LEVEL OF
 AC8426'A BOARD WALKWAY, AND 0.5 M (1.6 FT) NORTHEAST OF A CHAIN-LINK FENCE.
 AC8426'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE TEXAS STATE AQUARIUM,
 AC8426'2710 NORTH SHORELINE BOULEVARD, CORPUS CHRISTI, TX 78463, TELEPHONE
 AC8426'NUMBER (512) 881-1200.
 AC8426
 AC8426                          STATION RECOVERY (2002)
 AC8426
 AC8426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AC8426'RECOVERED IN GOOD CONDITION.
 AC8426
 AC8426                          STATION RECOVERY (2004)
 AC8426
 AC8426'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8426'RECOVERED IN GOOD CONDITION.
 AC8426
 AC8426                          STATION RECOVERY (2005)
 AC8426
 AC8426'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AC8426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8424 ***********************************************************************
 AC8424  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8424  DESIGNATION -  90008 C=877 5296 C TIDAL
 AC8424  PID         -  AC8424
 AC8424  STATE/COUNTY-  TX/NUECES
 AC8424  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8424
 AC8424                         *CURRENT SURVEY CONTROL
 AC8424  ___________________________________________________________________
 AC8424* NAD 83(1986)-  27 48 52.     (N)    097 23 29.     (W)     SCALED    
 AC8424* NAVD 88     -         1.500  (meters)       4.92   (feet)  ADJUSTED  
 AC8424  ___________________________________________________________________
 AC8424  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AC8424  DYNAMIC HT  -           1.498 (meters)       4.91  (feet)  COMP
 AC8424  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 AC8424
 AC8424  VERT ORDER  -  FIRST     CLASS II
 AC8424
 AC8424.The horizontal coordinates were scaled from a topographic map and have
 AC8424.an estimated accuracy of +/- 6 seconds.
 AC8424
 AC8424.The orthometric height was determined by differential leveling
 AC8424.and adjusted by the National Geodetic Survey in December 1997..
 AC8424
 AC8424.This Tidal Bench Mark is designated as VM 17535
 AC8424.by the Center for Operational Oceanographic Products and Services.
 AC8424
 AC8424.The geoid height was determined by GEOID03.
 AC8424
 AC8424.The dynamic height is computed by dividing the NAVD 88
 AC8424.geopotential number by the normal gravity value computed on the
 AC8424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8424.degrees latitude (g = 980.6199 gals.).
 AC8424
 AC8424.The modeled gravity was interpolated from observed gravity values.
 AC8424
 AC8424;                    North         East    Units  Estimated Accuracy
 AC8424;SPC TX S     - 5,238,440.      409,230.      MT  (+/- 180 meters Scaled)
 AC8424
 AC8424                          SUPERSEDED SURVEY CONTROL
 AC8424
 AC8424.No superseded survey control is available for this station.
 AC8424
 AC8424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR584776(NAD 83)
 AC8424_MARKER: DB = BENCH MARK DISK
 AC8424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8424_STAMPING: 90008 C
 AC8424_MARK LOGO: CBI   
 AC8424_PROJECTION: FLUSH
 AC8424_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8424+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AC8424_ROD/PIPE-DEPTH: 14.6 meters
 AC8424
 AC8424  HISTORY     - Date     Condition        Report By
 AC8424  HISTORY     - UNK      MONUMENTED       CBI
 AC8424  HISTORY     - 19970201 GOOD             NGS
 AC8424  HISTORY     - 20040312 GOOD             USPSQD
 AC8424  HISTORY     - 20050820 GOOD             USPSQD
 AC8424
 AC8424                          STATION DESCRIPTION
 AC8424
 AC8424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8424'IN CORPUS CHRISTI, 36.8 M (120.7 FT) NORTHEAST OF THE NORTHEAST CORNER
 AC8424'OF THE TEXAS STATE AQUARIUM AT 2710 NORTH SHORELINE BOULEVARD, 7.0 M
 AC8424'(23.0 FT) SOUTHEAST OF THE CENTER OF AN EXIT DRIVEWAY FROM A SHUTTLE
 AC8424'BUS STOP, 4.9 M (16.1 FT) NORTHWEST OF THE CENTER OF A SIDEWALK, 2.2 M
 AC8424'(7.2 FT) EAST OF A UTILITY LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE
 AC8424'LEVEL OF THE DRIVEWAY.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE
 AC8424'TEXAS STATE AQUARIUM, 2710 NORTH SHORELINE BOULEVARD, CORPUS CHRISTI,
 AC8424'TX 78463, TELEPHONE NUMBER (512) 881-1200.  THE DISK IS ENCASED IN A
 AC8424'6-INCH PVC PIPE THAT IS SURROUNDED BY CONCRETE AND IS 0.1 M (0.3 FT)
 AC8424'BELOW THE GROUND SURFACE.
 AC8424
 AC8424                          STATION RECOVERY (2004)
 AC8424
 AC8424'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AC8424'RECOVERED IN GOOD CONDITION.
 AC8424
 AC8424                          STATION RECOVERY (2005)
 AC8424
 AC8424'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AC8424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8423 ***********************************************************************
 AC8423  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8423  DESIGNATION -  90008 D=877 5296 D TIDAL
 AC8423  PID         -  AC8423
 AC8423  STATE/COUNTY-  TX/NUECES
 AC8423  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8423
 AC8423                         *CURRENT SURVEY CONTROL
 AC8423  ___________________________________________________________________
 AC8423* NAD 83(1986)-  27 48 52.     (N)    097 23 30.     (W)     SCALED    
 AC8423* NAVD 88     -         1.197  (meters)       3.93   (feet)  ADJUSTED  
 AC8423  ___________________________________________________________________
 AC8423  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AC8423  DYNAMIC HT  -           1.195 (meters)       3.92  (feet)  COMP
 AC8423  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 AC8423
 AC8423  VERT ORDER  -  FIRST     CLASS II
 AC8423
 AC8423.The horizontal coordinates were scaled from a topographic map and have
 AC8423.an estimated accuracy of +/- 6 seconds.
 AC8423
 AC8423.The orthometric height was determined by differential leveling
 AC8423.and adjusted by the National Geodetic Survey in December 1997..
 AC8423
 AC8423.This Tidal Bench Mark is designated as VM 17536
 AC8423.by the Center for Operational Oceanographic Products and Services.
 AC8423
 AC8423.The geoid height was determined by GEOID03.
 AC8423
 AC8423.The dynamic height is computed by dividing the NAVD 88
 AC8423.geopotential number by the normal gravity value computed on the
 AC8423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8423.degrees latitude (g = 980.6199 gals.).
 AC8423
 AC8423.The modeled gravity was interpolated from observed gravity values.
 AC8423
 AC8423;                    North         East    Units  Estimated Accuracy
 AC8423;SPC TX S     - 5,238,440.      409,200.      MT  (+/- 180 meters Scaled)
 AC8423
 AC8423                          SUPERSEDED SURVEY CONTROL
 AC8423
 AC8423.No superseded survey control is available for this station.
 AC8423
 AC8423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR584776(NAD 83)
 AC8423_MARKER: DB = BENCH MARK DISK
 AC8423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8423_STAMPING: 90008 D
 AC8423_MARK LOGO: CBI   
 AC8423_PROJECTION: FLUSH
 AC8423_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8423+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1997
 AC8423_ROD/PIPE-DEPTH: 17.1 meters
 AC8423
 AC8423  HISTORY     - Date     Condition        Report By
 AC8423  HISTORY     - UNK      MONUMENTED       CBI
 AC8423  HISTORY     - 19970201 GOOD             NGS
 AC8423
 AC8423                          STATION DESCRIPTION
 AC8423
 AC8423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8423'IN CORPUS CHRISTI, AT THE INTERSECTION OF NORTH SHORELINE BOULEVARD
 AC8423'AND PEARL STREET, IN A SHRUBBY AREA BETWEEN A CURB AND SIDEWALK AT THE
 AC8423'NORTHEAST END OF A MEDIAN AT A BUS STOP, 13.6 M (44.6 FT) NORTHWEST OF
 AC8423'THE CENTER OF THE EXIT DRIVEWAY FOR A SHUTTLE BUS STOP, 10.1 M (33.1
 AC8423'FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE DRIVEWAY, 7.6 M (24.9 FT)
 AC8423'SOUTHWEST OF THE EXTENDED STREET CENTER, 3.0 M (9.8 FT) NORTHWEST OF
 AC8423'THE CENTER OF A MANHOLE COVER, 2.0 M (6.6 FT) NORTHWEST OF THE
 AC8423'EXTENDED BOULEVARD CENTER, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AC8423'STREET.  THE DISK IS ENCASED IN A 6-INCH PVC PIPE THAT IS SURROUNDED
 AC8423'BY CONCRETE AND IS 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8422 ***********************************************************************
 AC8422  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8422  DESIGNATION -  90008 E=877 5296 E TIDAL
 AC8422  PID         -  AC8422
 AC8422  STATE/COUNTY-  TX/NUECES
 AC8422  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8422
 AC8422                         *CURRENT SURVEY CONTROL
 AC8422  ___________________________________________________________________
 AC8422* NAD 83(1986)-  27 48 57.     (N)    097 23 34.     (W)     SCALED    
 AC8422* NAVD 88     -         1.209  (meters)       3.97   (feet)  ADJUSTED  
 AC8422  ___________________________________________________________________
 AC8422  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AC8422  DYNAMIC HT  -           1.207 (meters)       3.96  (feet)  COMP
 AC8422  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 AC8422
 AC8422  VERT ORDER  -  FIRST     CLASS II
 AC8422
 AC8422.The horizontal coordinates were scaled from a topographic map and have
 AC8422.an estimated accuracy of +/- 6 seconds.
 AC8422
 AC8422.The orthometric height was determined by differential leveling
 AC8422.and adjusted by the National Geodetic Survey in December 1997..
 AC8422
 AC8422.This Tidal Bench Mark is designated as VM 17537
 AC8422.by the Center for Operational Oceanographic Products and Services.
 AC8422
 AC8422.The geoid height was determined by GEOID03.
 AC8422
 AC8422.The dynamic height is computed by dividing the NAVD 88
 AC8422.geopotential number by the normal gravity value computed on the
 AC8422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8422.degrees latitude (g = 980.6199 gals.).
 AC8422
 AC8422.The modeled gravity was interpolated from observed gravity values.
 AC8422
 AC8422;                    North         East    Units  Estimated Accuracy
 AC8422;SPC TX S     - 5,238,600.      409,090.      MT  (+/- 180 meters Scaled)
 AC8422
 AC8422                          SUPERSEDED SURVEY CONTROL
 AC8422
 AC8422.No superseded survey control is available for this station.
 AC8422
 AC8422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR583778(NAD 83)
 AC8422_MARKER: DB = BENCH MARK DISK
 AC8422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8422_STAMPING: 90008 E
 AC8422_MARK LOGO: CBI   
 AC8422_PROJECTION: FLUSH
 AC8422_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8422+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 AC8422_ROD/PIPE-DEPTH: 17.1 meters
 AC8422
 AC8422  HISTORY     - Date     Condition        Report By
 AC8422  HISTORY     - UNK      MONUMENTED       CBI
 AC8422  HISTORY     - 19970201 GOOD             NGS
 AC8422  HISTORY     - 20051123 GOOD             NONE
 AC8422  HISTORY     - 20051123 GOOD             NONE
 AC8422
 AC8422                          STATION DESCRIPTION
 AC8422
 AC8422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8422'IN CORPUS CHRISTI, AT THE INTERSECTION OF SURFSIDE BOULEVARD AND PEARL
 AC8422'STREET, IN A SHRUBBY AREA BETWEEN A CURB AND SIDEWALK, 16.8 M (55.1
 AC8422'FT) SOUTHEAST OF THE BOULEVARD CENTER, 12.3 M (40.4 FT) EAST OF THE
 AC8422'CENTER OF A MANHOLE COVER, 6.6 M (21.7 FT) SOUTHWEST OF THE STREET
 AC8422'CENTER, 1.8 M (5.9 FT) SOUTH OF A UTILITY LIGHT POLE, 0.6 M (2.0 FT)
 AC8422'NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK, AND 0.3 M (1.0 FT)
 AC8422'ABOVE THE LEVEL OF THE STREET.  THE DISK IS ENCASED IN A 6-INCH PVC
 AC8422'PIPE THAT IS SURROUNDED BY CONCRETE AND IS 0.1 M (0.3 FT) BELOW THE
 AC8422'GROUND SURFACE.
 AC8422
 AC8422                          STATION RECOVERY (2005)
 AC8422
 AC8422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DMM)
 AC8422'RECOVERED AS DESCRIBED.
 AC8422
 AC8422                          STATION RECOVERY (2005)
 AC8422
 AC8422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DMM)
 AC8422'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8429 ***********************************************************************
 AC8429  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8429  DESIGNATION -  90009 C=877 5237 C TIDAL
 AC8429  PID         -  AC8429
 AC8429  STATE/COUNTY-  TX/NUECES
 AC8429  USGS QUAD   -  PORT ARANSAS (1975)
 AC8429
 AC8429                         *CURRENT SURVEY CONTROL
 AC8429  ___________________________________________________________________
 AC8429* NAD 83(1986)-  27 50 19.     (N)    097 04 23.     (W)     SCALED    
 AC8429* NAVD 88     -         2.333  (meters)       7.65   (feet)  ADJUSTED  
 AC8429  ___________________________________________________________________
 AC8429  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AC8429  DYNAMIC HT  -           2.330 (meters)       7.64  (feet)  COMP
 AC8429  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AC8429
 AC8429  VERT ORDER  -  FIRST     CLASS II
 AC8429
 AC8429.The horizontal coordinates were scaled from a topographic map and have
 AC8429.an estimated accuracy of +/- 6 seconds.
 AC8429
 AC8429.The orthometric height was determined by differential leveling
 AC8429.and adjusted by the National Geodetic Survey in December 1997..
 AC8429
 AC8429.This Tidal Bench Mark is designated as VM 16815
 AC8429.by the Center for Operational Oceanographic Products and Services.
 AC8429
 AC8429.The geoid height was determined by GEOID03.
 AC8429
 AC8429.The dynamic height is computed by dividing the NAVD 88
 AC8429.geopotential number by the normal gravity value computed on the
 AC8429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8429.degrees latitude (g = 980.6199 gals.).
 AC8429
 AC8429.The modeled gravity was interpolated from observed gravity values.
 AC8429
 AC8429;                    North         East    Units  Estimated Accuracy
 AC8429;SPC TX S     - 5,241,440.      440,560.      MT  (+/- 180 meters Scaled)
 AC8429
 AC8429                          SUPERSEDED SURVEY CONTROL
 AC8429
 AC8429.No superseded survey control is available for this station.
 AC8429
 AC8429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR897808(NAD 83)
 AC8429_MARKER: DB = BENCH MARK DISK
 AC8429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8429_STAMPING: 90009 C
 AC8429_MARK LOGO: CBI   
 AC8429_PROJECTION: PROJECTING 10 CENTIMETERS
 AC8429_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8429+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8429_ROD/PIPE-DEPTH: 13.4 meters
 AC8429
 AC8429  HISTORY     - Date     Condition        Report By
 AC8429  HISTORY     - UNK      MONUMENTED       CBI
 AC8429  HISTORY     - 19970204 GOOD             NGS
 AC8429
 AC8429                          STATION DESCRIPTION
 AC8429
 AC8429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8429'0.2 KM (0.10 MI) SOUTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AC8429'IN PORT ARANSAS, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY ALONG STATE
 AC8429'HIGHWAY 361, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG POTER STREET,
 AC8429'THENCE 0.05 KM (0.05 MI) NORTHERLY ALONG A ROAD LEADING TO THE MARINE
 AC8429'SCIENCE INSTITUTE OF FISHERIES AND MARICULTURE, THENCE 0.1 KM (0.05
 AC8429'MI) WESTERLY ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY
 AC8429'ALONG A PAVED ROAD, 18.7 M (61.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 AC8429'OF THE TAMU BUILDING, 14.2 M (46.6 FT) NORTHEAST OF THE NORTHEAST
 AC8429'CORNER OF THE MARICULTURE LABORATORY, 4.6 M (15.1 FT) SOUTH OF THE
 AC8429'CENTER OF A DRIVEWAY, 4.1 M (13.5 FT) WEST OF THE ROAD CENTER, 1.5 M
 AC8429'(4.9 FT) NORTHEAST OF A CURB, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 AC8429'THE ROAD.  NOTE--ACCESS TO THE DISK IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8431 ***********************************************************************
 AC8431  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8431  DESIGNATION -  90009 D=877 5237 D TIDAL
 AC8431  PID         -  AC8431
 AC8431  STATE/COUNTY-  TX/NUECES
 AC8431  USGS QUAD   -  PORT ARANSAS (1975)
 AC8431
 AC8431                         *CURRENT SURVEY CONTROL
 AC8431  ___________________________________________________________________
 AC8431* NAD 83(1986)-  27 50 17.     (N)    097 04 22.     (W)     SCALED    
 AC8431* NAVD 88     -         2.064  (meters)       6.77   (feet)  ADJUSTED  
 AC8431  ___________________________________________________________________
 AC8431  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AC8431  DYNAMIC HT  -           2.061 (meters)       6.76  (feet)  COMP
 AC8431  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AC8431
 AC8431  VERT ORDER  -  FIRST     CLASS II
 AC8431
 AC8431.The horizontal coordinates were scaled from a topographic map and have
 AC8431.an estimated accuracy of +/- 6 seconds.
 AC8431
 AC8431.The orthometric height was determined by differential leveling
 AC8431.and adjusted by the National Geodetic Survey in December 1997..
 AC8431
 AC8431.This Tidal Bench Mark is designated as VM 16814
 AC8431.by the Center for Operational Oceanographic Products and Services.
 AC8431
 AC8431.The geoid height was determined by GEOID03.
 AC8431
 AC8431.The dynamic height is computed by dividing the NAVD 88
 AC8431.geopotential number by the normal gravity value computed on the
 AC8431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8431.degrees latitude (g = 980.6199 gals.).
 AC8431
 AC8431.The modeled gravity was interpolated from observed gravity values.
 AC8431
 AC8431;                    North         East    Units  Estimated Accuracy
 AC8431;SPC TX S     - 5,241,380.      440,590.      MT  (+/- 180 meters Scaled)
 AC8431
 AC8431                          SUPERSEDED SURVEY CONTROL
 AC8431
 AC8431.No superseded survey control is available for this station.
 AC8431
 AC8431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR897807(NAD 83)
 AC8431_MARKER: DB = BENCH MARK DISK
 AC8431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8431_STAMPING: 90009 D
 AC8431_MARK LOGO: CBI   
 AC8431_PROJECTION: FLUSH
 AC8431_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8431+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8431_ROD/PIPE-DEPTH: 14.6 meters
 AC8431
 AC8431  HISTORY     - Date     Condition        Report By
 AC8431  HISTORY     - UNK      MONUMENTED       CBI
 AC8431  HISTORY     - 19970204 GOOD             NGS
 AC8431
 AC8431                          STATION DESCRIPTION
 AC8431
 AC8431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8431'0.2 KM (0.10 MI) SOUTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AC8431'IN PORT ARANSAS, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY ALONG STATE
 AC8431'HIGHWAY 361, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG POTER STREET,
 AC8431'THENCE 0.05 KM (0.05 MI) NORTHERLY ALONG A ROAD LEADING TO THE MARINE
 AC8431'SCIENCE INSTITUTE OF FISHERIES AND MARICULTURE, THENCE 0.1 KM (0.05
 AC8431'MI) WESTERLY ALONG A PAVED ROAD, 24.6 M (80.7 FT) SOUTHWEST OF THE
 AC8431'SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 5.8 M (19.0 FT) NORTH
 AC8431'OF A CHAIN-LINK FENCE, 5.5 M (18.0 FT) SOUTHEAST OF THE SOUTHEAST
 AC8431'CORNER OF A SIDEWALK, 5.0 M (16.4 FT) WEST OF THE CENTER OF AN EXIT
 AC8431'DRIVEWAY, 0.6 M (2.0 FT) SOUTHWEST OF A CURB, AND 0.2 M (0.7 FT) ABOVE
 AC8431'THE LEVEL OF THE DRIVEWAY.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC
 AC8431'PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8432 ***********************************************************************
 AC8432  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8432  DESIGNATION -  90009 E=877 5237 E TIDAL
 AC8432  PID         -  AC8432
 AC8432  STATE/COUNTY-  TX/NUECES
 AC8432  USGS QUAD   -  PORT ARANSAS (1975)
 AC8432
 AC8432                         *CURRENT SURVEY CONTROL
 AC8432  ___________________________________________________________________
 AC8432* NAD 83(1986)-  27 50 16.     (N)    097 04 20.     (W)     SCALED    
 AC8432* NAVD 88     -         2.186  (meters)       7.17   (feet)  ADJUSTED  
 AC8432  ___________________________________________________________________
 AC8432  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AC8432  DYNAMIC HT  -           2.183 (meters)       7.16  (feet)  COMP
 AC8432  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 AC8432
 AC8432  VERT ORDER  -  FIRST     CLASS II
 AC8432
 AC8432.The horizontal coordinates were scaled from a topographic map and have
 AC8432.an estimated accuracy of +/- 6 seconds.
 AC8432
 AC8432.The orthometric height was determined by differential leveling
 AC8432.and adjusted by the National Geodetic Survey in December 1997..
 AC8432
 AC8432.This Tidal Bench Mark is designated as VM 16816
 AC8432.by the Center for Operational Oceanographic Products and Services.
 AC8432
 AC8432.The geoid height was determined by GEOID03.
 AC8432
 AC8432.The dynamic height is computed by dividing the NAVD 88
 AC8432.geopotential number by the normal gravity value computed on the
 AC8432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8432.degrees latitude (g = 980.6199 gals.).
 AC8432
 AC8432.The modeled gravity was interpolated from observed gravity values.
 AC8432
 AC8432;                    North         East    Units  Estimated Accuracy
 AC8432;SPC TX S     - 5,241,350.      440,650.      MT  (+/- 180 meters Scaled)
 AC8432
 AC8432                          SUPERSEDED SURVEY CONTROL
 AC8432
 AC8432.No superseded survey control is available for this station.
 AC8432
 AC8432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR898807(NAD 83)
 AC8432_MARKER: DB = BENCH MARK DISK
 AC8432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8432_STAMPING: 90009 E
 AC8432_MARK LOGO: CBI   
 AC8432_PROJECTION: FLUSH
 AC8432_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8432+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8432_ROD/PIPE-DEPTH: 14.6 meters
 AC8432
 AC8432  HISTORY     - Date     Condition        Report By
 AC8432  HISTORY     - UNK      MONUMENTED       CBI
 AC8432  HISTORY     - 19970204 GOOD             NGS
 AC8432
 AC8432                          STATION DESCRIPTION
 AC8432
 AC8432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8432'0.2 KM (0.10 MI) SOUTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AC8432'IN PORT ARANSAS, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY ALONG STATE
 AC8432'HIGHWAY 361, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG POTER STREET,
 AC8432'THENCE 0.05 KM (0.05 MI) NORTHERLY ALONG A ROAD LEADING TO THE MARINE
 AC8432'SCIENCE INSTITUTE OF FISHERIES AND MARICULTURE, 17.0 M (55.8 FT)
 AC8432'SOUTHEAST OF THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING, 6.3
 AC8432'M (20.7 FT) WEST OF THE ROAD CENTER, 5.3 M (17.4 FT) NORTH OF THE
 AC8432'CENTER OF A GATE, 0.7 M (2.3 FT) SOUTH OF THE SOUTH CURB OF A PAVED
 AC8432'ROAD, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--THE DISK
 AC8432'IS ENCASED IN A 5-INCH PVC PIPE AND IS RECESSED 0.1 M (0.3 FT) BELOW
 AC8432'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7126 ***********************************************************************
 AW7126  CBN         -  This is a Cooperative Base Network Control Station.
 AW7126  TIDAL BM    -  This is a Tidal Bench Mark.
 AW7126  DESIGNATION -  90025 C
 AW7126  PID         -  AW7126
 AW7126  STATE/COUNTY-  TX/BRAZORIA
 AW7126  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW7126
 AW7126                         *CURRENT SURVEY CONTROL
 AW7126  ___________________________________________________________________
 AW7126* NAD 83(1993)-  29 01 57.60113(N)    095 11 31.84505(W)     ADJUSTED  
 AW7126* NAVD 88     -         0.8    (meters)       3.     (feet)  GPS OBS   
 AW7126  ___________________________________________________________________
 AW7126  X           -    -505,067.152 (meters)                     COMP
 AW7126  Y           -  -5,558,159.169 (meters)                     COMP
 AW7126  Z           -   3,077,055.003 (meters)                     COMP
 AW7126  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AW7126  ELLIP HEIGHT-         -25.58  (meters)          (05/01/00) GPS OBS
 AW7126  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AW7126
 AW7126  HORZ ORDER  -  B
 AW7126  ELLP ORDER  -  THIRD     CLASS I
 AW7126
 AW7126.The horizontal coordinates were established by GPS observations
 AW7126.and adjusted by the National Geodetic Survey in May 1994..
 AW7126
 AW7126.The orthometric height was determined by GPS observations and a
 AW7126.high-resolution geoid model.
 AW7126
 AW7126.This Tidal Bench Mark is designated as VM 12362
 AW7126.by the Center for Operational Oceanographic Products and Services.
 AW7126
 AW7126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7126
 AW7126.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7126
 AW7126.The ellipsoidal height was determined by GPS observations
 AW7126.and is referenced to NAD 83.
 AW7126
 AW7126.The geoid height was determined by GEOID03.
 AW7126
 AW7126;                    North         East     Units Scale Factor Converg.
 AW7126;SPC TXSC     - 4,138,955.513   970,802.064   MT  0.99987706   +1 51 55.8
 AW7126;SPC TXSC     -13,579,223.21  3,185,039.77   sFT  0.99987706   +1 51 55.8
 AW7126;UTM  15      - 3,213,587.428   286,521.313   MT  1.00016241   -1 03 51.4
 AW7126
 AW7126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7126!SPC TXSC     -   1.00000402  x   0.99987706  =   0.99988108
 AW7126!UTM  15      -   1.00000402  x   1.00016241  =   1.00016643
 AW7126
 AW7126                          SUPERSEDED SURVEY CONTROL
 AW7126
 AW7126  ELLIP H (05/09/94)  -25.46   (m)                       GP(       ) 4 2
 AW7126
 AW7126.Superseded values are not recommended for survey control.
 AW7126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7126.See file dsdata.txt to determine how the superseded data were derived.
 AW7126
 AW7126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8652113587(NAD 83)
 AW7126_MARKER: DB = BENCH MARK DISK
 AW7126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW7126_SP_SET: STAINLESS STEEL ROD
 AW7126_STAMPING: 90025 C 1990
 AW7126_MARK LOGO: CBI   
 AW7126_PROJECTION: RECESSED 12 CENTIMETERS
 AW7126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW7126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW7126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7126+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 AW7126_ROD/PIPE-DEPTH: 16.7 meters
 AW7126
 AW7126  HISTORY     - Date     Condition        Report By
 AW7126  HISTORY     - 1990     MONUMENTED       LOCENG
 AW7126  HISTORY     - 19930311 GOOD             NGS
 AW7126  HISTORY     - 19980213 GOOD             NGS
 AW7126  HISTORY     - 20040209 GOOD             USPSQD
 AW7126  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW7126
 AW7126                          STATION DESCRIPTION
 AW7126
 AW7126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AW7126'THE STATION IS LOCATED ABOUT 25 KM (15.55 MI) SOUTHWEST OF GALVESTON,
 AW7126'18 KM (11.20 MI) NORTHEAST OF FREEPORT ON FOLLETS ISLAND IN FLAT
 AW7126'GRASS ON THE NORTHEAST SIDE OF A SMALL R.V. PARK AND IN THE ROAD
 AW7126'RIGHT-OF-WAY.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 AW7126'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 332 AND COUNTY ROAD 257 IN
 AW7126'SURFSIDE BEACH, GO NORTHEAST ON COUNTY ROAD 257 FOR 7.1 KM (4.40 MI)
 AW7126'TO A GRAVEL CROSSROAD (2ND STREET) IN THE SMALL SAN LUIS BEACH
 AW7126'SUBDIVISION.  CONTINUE AHEAD, NORTHEAST, ON COUNTY ROAD 257 FOR 5.8
 AW7126'KM (3.60 MI) TO A GRAVAL ROAD ON THE LEFT AND A SIGN -KAHUNA R.V.
 AW7126'PARK-. TURN LEFT, NORTHWEST, ON THE GRAVEL ROAD FOR 0.23 KM
 AW7126'(0.15 MI) TO A GRAVEL ROAD ON THE LEFT.  CONTINUE AHEAD, NORTHEAST
 AW7126'THEN NORTHWEST, ON THE GRAVEL ROAD FOR 0.65 KM (0.40 MI) TO THE
 AW7126'STATION ON THE LEFT JUST AFTER A DOUBLE DRIVE ON THE LEFT LEADING TO
 AW7126'THE R.V. PARK OFFICE.
 AW7126'THE STATION IS A SURVEY DISK SET ON THE TOP OF A STAINLESS STELL ROD
 AW7126'ENCASED IN A 12.7 CM PVC PIPE AND IS 12 CM BELOW THE GROUND.  IT IS
 AW7126'4.2 M (13.8 FT) SOUTHWEST FROM THE CENTER OF THE ROAD, 15.8 M
 AW7126'(51.8 FT) NORTHEAST FROM THE CENTER OF THE DOUBLE DRIVE, 26.3 M
 AW7126'(86.3 FT) NORTH FROM THE NORTH CORNER OF THE R.V. PARK OFFICE, 5.2 M
 AW7126'(17.1 FT) NORTHEAST FROM A POWER POLE WITH A TRANSFORMER, AND 0.6 M
 AW7126'(2.0 FT) EAST FROM A FIBERGLASS WITNESS POST.
 AW7126
 AW7126                          STATION RECOVERY (1998)
 AW7126
 AW7126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AW7126'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED ABOUT 45 KM
 AW7126'(27.95 MI) SOUTHWEST FROM THE CITY OF GALVESTON, 13 KM (8.05 MI)
 AW7126'NORTHEAST FROM SURFSIDE BEACH, ON THE WEST BAY SIDE OF FOLLETS ISLAND.
 AW7126'OWNERSHIP--THE STATION IS IN THE RIGHT OF WAY OF A BRAZORIA COUNTY
 AW7126'ROAD.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 332 AND
 AW7126'COUNTY ROAD 257 (BLUEWATER HIGHWAY, LEADS TO GALVESTON) IN SURFSIDE
 AW7126'BEACH ON THE SOUTH SIDE OF THE INTERCOASTAL HIGHWAY, GO NORTHEAST ON
 AW7126'COUNTY ROAD 257 (BLUEWATER HIGHWAY) FOR A TOTAL OF 12.9 KM (8.00 MI)
 AW7126'PASSING PUBLIC BEACH ACCESS 4 AT 8.9 KM (5.55 MI) TO A GRAVEL ROAD ON
 AW7126'LEFT, WHICH IS 0.15 KM (0.10 MI) SOUTHWEST FROM THE ENTRANCE TO PUBLIC
 AW7126'BEACH ACCESS 5.  ALSO, THIS GRAVEL ROAD IS 10.9 KM (6.75 MI) SOUTHWEST
 AW7126'FROM THE TOLL BOOTH AT THE SAN LUIS PASS.  TURN LEFT AND GO NORTHWEST,
 AW7126'NORTHEAST, THEN NORTHWEST ON COUNTY ROADS 257-M, N, AND Q,
 AW7126'RESPECTIVELY, FOR A TOTAL OF 0.7 KM (0.45 MI) PASSING COUNTY ROAD 257
 AW7126'P ON LEFT AT 0.3 KM (0.20 MI) TO THE STATION ON LEFT.  THE MARK IS A
 AW7126'CONRAD BLUCHER INSTITUTE BENCHMARK DISK FIXED ONTO A STAINLESS STEEL
 AW7126'ROD OF RECORD LENGTH 16.7 M (54.8 FT) WITHOUT GREASED SLEEVE ENCASED
 AW7126'IN A 6 IN DIA STEEL PIPE OF UNKNOWN LENGTH WITHOUT LOGO CAP SURROUNDED
 AW7126'WITH CONCRETE.  THE MARK IS RECESSED 15 CM BELOW THE TOP OF THE
 AW7126'ENCASEMENT PIPE.  THE TOP OF ENCASEMENT PIPE IS ABOUT FLUSH WITH THE
 AW7126'GROUND.  THE STATION IS LOCATED 10.2 M (33.5 FT) NORTHEAST FROM A WOOD
 AW7126'SERVICE POLE WITH ELECTRIC METER FOR HOUSE NUMBER 709, 5.4 M (17.7 FT)
 AW7126'EAST-NORTHEAST FROM A WOOD UTILITY POLE WITH TRANSFORMER, 4.5 M (14.8
 AW7126'FT) NORTH FROM THE NORTHWEST END OF A 18 IN DIA CONCRETE CULVERT, 4.1
 AW7126'M (13.5 FT) SOUTHWEST FROM THE CENTER OF THE GRAVEL ROAD, 3.7 M (12.1
 AW7126'FT) NORTHWEST FROM THE NORTHEASTERLY EXTENDED EDGE OF A CONCRETE DRIVE
 AW7126'UNDER THE HOUSE, 0.6 M (2.0 FT) NORTHWEST FROM A ROUND WOOD WITNESS
 AW7126'POST, 0.6 M (2.0 FT) NORTHEAST FROM A FIBERGLASS NGS WITNESS POST.
 AW7126
 AW7126                          STATION RECOVERY (2004)
 AW7126
 AW7126'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7126'RECOVERED IN GOOD CONDITION.
 AW7126
 AW7126                          STATION RECOVERY (2005)
 AW7126
 AW7126'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW7126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0885 ***********************************************************************
 DN0885  DESIGNATION -  904
 DN0885  PID         -  DN0885
 DN0885  STATE/COUNTY-  TX/MONTAGUE
 DN0885  USGS QUAD   -  NOCONA (1982)
 DN0885
 DN0885                         *CURRENT SURVEY CONTROL
 DN0885  ___________________________________________________________________
 DN0885* NAD 83(1986)-  33 47 29.     (N)    097 40 13.     (W)     SCALED    
 DN0885* NAVD 88     -       275.782  (meters)     904.79   (feet)  ADJUSTED  
 DN0885  ___________________________________________________________________
 DN0885  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DN0885  DYNAMIC HT  -         275.486 (meters)     903.82  (feet)  COMP
 DN0885  MODELED GRAV-     979,557.5   (mgal)                       NAVD 88
 DN0885
 DN0885  VERT ORDER  -  SECOND    CLASS 0
 DN0885
 DN0885.The horizontal coordinates were scaled from a topographic map and have
 DN0885.an estimated accuracy of +/- 6 seconds.
 DN0885
 DN0885.The orthometric height was determined by differential leveling
 DN0885.and adjusted by the National Geodetic Survey in June 1991..
 DN0885
 DN0885.The geoid height was determined by GEOID03.
 DN0885
 DN0885.The dynamic height is computed by dividing the NAVD 88
 DN0885.geopotential number by the normal gravity value computed on the
 DN0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0885.degrees latitude (g = 980.6199 gals.).
 DN0885
 DN0885.The modeled gravity was interpolated from observed gravity values.
 DN0885
 DN0885;                    North         East    Units  Estimated Accuracy
 DN0885;SPC TXNC     - 2,235,920.      676,840.      MT  (+/- 180 meters Scaled)
 DN0885
 DN0885                          SUPERSEDED SURVEY CONTROL
 DN0885
 DN0885  NGVD 29 (??/??/92)  275.697  (m)          904.52   (f) ADJ UNCH    2 0
 DN0885
 DN0885.Superseded values are not recommended for survey control.
 DN0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0885.See file dsdata.txt to determine how the superseded data were derived.
 DN0885
 DN0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC231398(NAD 83)
 DN0885_MARKER: P = PIPE CAP
 DN0885_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0885_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0885_STAMPING: 904 GAINV 6
 DN0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0885
 DN0885  HISTORY     - Date     Condition        Report By
 DN0885  HISTORY     - UNK      MONUMENTED       CGS
 DN0885  HISTORY     - 1950     GOOD             NGS
 DN0885
 DN0885                          STATION DESCRIPTION
 DN0885
 DN0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0885'3.3 MI E FROM NOCONA.
 DN0885'ABOUT 3.3 MILES EAST ALONG THE M.K.T. RAILROAD FROM NOCONA, MONTAGUE
 DN0885'COUNTY, IN THE NORTHWEST CORNER OF THE PASTURE OF MR. G.A. HILL AND
 DN0885'300 YARDS NORTH OF HIS HOUSE.  IT IS 50 YARDS SOUTH OF THE TRACKS AND
 DN0885'NEAR THE WEST END OF A LONG FILL.  A U.S.G.S. CAP ON A 3 1/2 INCH
 DN0885'PIPE, SURROUNDED BY A CONCRETE POST 1 FOOT SQUARE AND PROJECTING ABOUT
 DN0885'2 FEET, 4 FEET BELOW THE LEVEL OF THE TRACKS.  TO REACH FROM NOCONA--
 DN0885'GO EAST ON HIGHWAY NO.82, 2.3 MILES.  THEN TURN LEFT OFF THE HIGHWAY
 DN0885'AND GO NORTH NORTH ON A DIRT ROAD 0.3 MILE THEN EAST 1.0 MILE. THEN
 DN0885'TURN LEFT THROUGH THE GATE AND GO NORTH ON A FARM ROAD 0.2 MILE TO MR.
 DN0885'HILLS HOUSE AND THE MARK AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1733 ***********************************************************************
 BL1733  DESIGNATION -  905
 BL1733  PID         -  BL1733
 BL1733  STATE/COUNTY-  TX/HOUSTON
 BL1733  USGS QUAD   -  BAKER LAKE (1972)
 BL1733
 BL1733                         *CURRENT SURVEY CONTROL
 BL1733  ___________________________________________________________________
 BL1733* NAD 83(1993)-  30 58 37.01701(N)    095 40 11.91366(W)     ADJUSTED  
 BL1733* NAVD 88     -        45.72   (+/-2cm)     150.0    (feet)  VERTCON   
 BL1733  ___________________________________________________________________
 BL1733  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 BL1733  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BL1733
 BL1733  HORZ ORDER  -  FIRST
 BL1733  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1733
 BL1733.The horizontal coordinates were established by classical geodetic methods
 BL1733.and adjusted by the National Geodetic Survey in February 1996..
 BL1733
 BL1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1733.The vertical order pertains to the NGVD 29 superseded value.
 BL1733
 BL1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1733
 BL1733.The geoid height was determined by GEOID03.
 BL1733
 BL1733;                    North         East     Units Scale Factor Converg.
 BL1733;SPC TX C     - 3,154,586.259 1,145,294.503   MT  0.99988183   +2 24 06.9
 BL1733;SPC TX C     -10,349,671.75  3,757,520.38   sFT  0.99988183   +2 24 06.9
 BL1733;UTM  15      - 3,430,106.716   245,002.902   MT  1.00040216   -1 22 29.9
 BL1733
 BL1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1733!SPC TX C     -   0.99999705  x   0.99988183  =   0.99987888
 BL1733!UTM  15      -   0.99999705  x   1.00040216  =   1.00039921
 BL1733
 BL1733:                Primary Azimuth Mark                     Grid Az
 BL1733:SPC TX C     -  905 AZ MK                                020 55 43.1
 BL1733:UTM  15      -  905 AZ MK                                024 42 19.9
 BL1733
 BL1733|---------------------------------------------------------------------|
 BL1733| PID    Reference Object                     Distance      Geod. Az  |
 BL1733|                                                           dddmmss.s |
 BL1733| BL1732 905 AZ MK                                          0231950.0 |
 BL1733| BL1734 905 RM 1                             37.576 METERS 12229     |
 BL1733| CV8076 906                                                1332535.6 |
 BL1733| BL1735 905 RM 2                             36.305 METERS 33523     |
 BL1733|---------------------------------------------------------------------|
 BL1733
 BL1733                          SUPERSEDED SURVEY CONTROL
 BL1733
 BL1733  NAD 83(1986)-  30 58 37.02783(N)    095 40 11.89487(W) AD(       ) 1
 BL1733  NAD 27      -  30 58 36.35100(N)    095 40 11.09400(W) AD(       ) 1
 BL1733  NGVD 29 (??/??/92)   45.730  (m)          150.03   (f) ADJ UNCH    2 0
 BL1733
 BL1733.Superseded values are not recommended for survey control.
 BL1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1733.See file dsdata.txt to determine how the superseded data were derived.
 BL1733
 BL1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ4500330107(NAD 83)
 BL1733_MARKER: DB = BENCH MARK DISK
 BL1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1733_STAMPING: 905 150.640 U.S.C AND G S 1935
 BL1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1733+STABILITY: SURFACE MOTION
 BL1733
 BL1733  HISTORY     - Date     Condition        Report By
 BL1733  HISTORY     - 1935     MONUMENTED       USE
 BL1733  HISTORY     - 1947     GOOD             NGS
 BL1733
 BL1733                          STATION DESCRIPTION
 BL1733
 BL1733'DESCRIBED BY US ENGINEERS 1935 (CAS)
 BL1733'STATION IS ABOUT 4 MILES S OF MIDWAY, AND 14 MILES E OF
 BL1733'MADISONVILLE, ON LAND OWNED BY THE TEXAS PRISON SYSTEM, EASTHAM
 BL1733'FARM UNIT.  IT IS 34 FEET SW OF GRASSY PLOT OR TURN ROW, 225
 BL1733'FEET NW OF JUNCTION OF TURN ROWS, 650 FEET S OF ROAD TO FERRY,
 BL1733'APPROXIMATELY 0.1 MILE E OF TRINITY RIVER.
 BL1733'
 BL1733'MARK IS A STANDARD U.S.E.D.B.M. DISK SET IN CONCRETE BLOCK,
 BL1733'AND PROJECTING 18 INCHES.  IT IS STAMPED U.S.C. AND G.S.,
 BL1733'1935.
 BL1733'
 BL1733'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 BL1733'CONCRETE.
 BL1733'
 BL1733'REFERENCE MARK NO. 1 IS ESE OF THE STATION, IN THE MIDDLE OF
 BL1733'TURN ROW, 110 FEET NW OF JUNCTION OF TURN ROWS.  IT PROJECTS
 BL1733'1 INCH AND IS STAMPED U.S.E.D.B.M. 905, 1935.  REFERENCE MARK
 BL1733'NO. 2 IS NW OF THE STATION, IN THE MIDDLE OF TURN ROW.  IT IS
 BL1733'FLUSH WITH THE GROUND AND IS STAMPED U.S.E.D.B.M. 905, 1935.
 BL1733'
 BL1733'AZIMUTH MARK IS NNE OF THE STATION, IN THE MIDDLE OF TURN ROW
 BL1733'TO THE E OF THE ONE THAT THE STATION BORDERS ON, 40 FEET S OF
 BL1733'THE CENTER OF THE ROAD TO FERRY, 10 FEET S OF BRIDGE INTO
 BL1733'FIELD.  IT IS FLUSH WITH THE GROUND.
 BL1733'
 BL1733'U.S.E.D.B.M. 906 IS SE OF THE STATION, APPROXIMATELY 75 FEET
 BL1733'E OF THE SLOPING BANK OF THE TRINITY RIVER.  IT IS A STANDARD
 BL1733'U.S.E.D.B.M. DISK AND CAN BE USED AS SECOND AZIMUTH MARK TO
 BL1733'STATION.  IT PROJECTS 14 INCHES.
 BL1733'
 BL1733'TO REACH FROM MADISONVILLE.  GO E N STATE HIGHWAY 21 FROM
 BL1733'JUNCTION WITH U.S. HIGHWAY 75, 11.0 MILES TO SIDE ROAD TO RIGHT,
 BL1733'AT SINCLAIR GAS STATION IN THE MIDDLE OF THE TOWN OF MIDWAY,
 BL1733'THENCE S ON MAIN-TRAVELED ROAD, 5.75 MILES TO ENTRANCE TO
 BL1733'FERGUSON STATE PRISON FARM.  TURN LEFT INTO FARM FOR 1.4 MILES TO
 BL1733'SIDE ROAD TO LEFT, THENCE LEFT 0.35 MILE TO FORKS, THENCE
 BL1733'RIGHT 0.65 MILE TO A T-ROAD, THENCE LEFT 0.2 MILE TO CROSSROADS
 BL1733'AT CATTLE GUARD, THENCE RIGHT 0.4 MILE TO FERRY.  CROSS FERRY
 BL1733'AND PROCEED INTO FIELD APPROXIMATELY 0.1 MILE TO GRASSY PLOT,
 BL1733'TURN ROW, LEADING S INTO FIELD AND STATION ON RIGHT.
 BL1733'
 BL1733'A 100-FOOT TOWER WAS USED.
 BL1733
 BL1733                          STATION RECOVERY (1947)
 BL1733
 BL1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1733'8.1 MI SW FROM WELDON.
 BL1733'1.55 MILES SOUTH ALONG A DIRT ROAD FROM THE HIGH SCHOOL AT WELDON,
 BL1733'THENCE 6.45 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.1 MILE
 BL1733'SOUTHEAST ALONG A HIGH RIDGE OF DIRT, 0.1 MILE EAST OF THE OLD FERRY
 BL1733'CROSSING ON THE TRINITY RIVER, 140 FEET NORTHEAST OF THE BANK OF A
 BL1733'SLOUGH, 123 FEET NORTHWEST OF USED BM 905 R.M. 1, 119 FEET SOUTHEAST
 BL1733'OF USED BM 905 R.M. 2, 36 FEET SOUTHWEST OF THE CENTER OF THE HIGH
 BL1733'RIDGE OF DIRT, A U.S.E.D. BRONZE DISK SET IN THE TOP OF A CONCRETE
 BL1733'POST WHICH PROJECTS 18 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1732 ***********************************************************************
 BL1732  DESIGNATION -  905 AZ MK
 BL1732  PID         -  BL1732
 BL1732  STATE/COUNTY-  TX/HOUSTON
 BL1732  USGS QUAD   -  BAKER LAKE (1972)
 BL1732
 BL1732                         *CURRENT SURVEY CONTROL
 BL1732  ___________________________________________________________________
 BL1732* NAD 83(1986)-  30 58 46.     (N)    095 40 09.     (W)     SCALED    
 BL1732* NAVD 88     -        45.23   (+/-2cm)     148.4    (feet)  VERTCON   
 BL1732  ___________________________________________________________________
 BL1732  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BL1732
 BL1732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1732
 BL1732.The horizontal coordinates were scaled from a topographic map and have
 BL1732.an estimated accuracy of +/- 6 seconds.
 BL1732
 BL1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1732.The vertical order pertains to the NGVD 29 superseded value.
 BL1732
 BL1732.The geoid height was determined by GEOID03.
 BL1732
 BL1732;                    North         East    Units  Estimated Accuracy
 BL1732;SPC TX C     - 3,154,870.    1,145,360.      MT  (+/- 180 meters Scaled)
 BL1732
 BL1732                          SUPERSEDED SURVEY CONTROL
 BL1732
 BL1732  NGVD 29 (??/??/92)   45.232  (m)          148.40   (f) ADJ UNCH    2 0
 BL1732
 BL1732.Superseded values are not recommended for survey control.
 BL1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1732.See file dsdata.txt to determine how the superseded data were derived.
 BL1732
 BL1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ450303(NAD 83)
 BL1732_MARKER: DZ = AZIMUTH MARK DISK
 BL1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1732_STAMPING: USED BM 905 1935 AZIMUTH
 BL1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1732+STABILITY: SURFACE MOTION
 BL1732
 BL1732  HISTORY     - Date     Condition        Report By
 BL1732  HISTORY     - 1935     MONUMENTED       CGS
 BL1732  HISTORY     - 1947     GOOD             NGS
 BL1732
 BL1732                          STATION DESCRIPTION
 BL1732
 BL1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1732'7.8 MI SW FROM WELDON.
 BL1732'1.55 MILES SOUTH ALONG A DIRT ROAD FROM THE HIGH SCHOOL AT WELDON,
 BL1732'THENCE 6.25 MILES SOUTHWEST ALONG A DIRT ROAD, 3.9 MILES WEST OF THE
 BL1732'EASTHAM STATE PRISON FARM HEADQUARTERS, 0.3 MILE EAST OF THE OLD FERRY
 BL1732'CROSSING ON THE TRINITY RIVER, 0.15 MILE WEST OF A LONE 30 INCH PECAN
 BL1732'TREE, 135 FEET EAST OF A FENCE CORNER, 36 FEET SOUTH OF THE CENTER
 BL1732'LINE OF THE ROAD, 2 FEET SOUTH OF A 4X4 MARKER POST, 2 FEET BELOW THE
 BL1732'ROAD, 1 FOOT NORTH OF AN EAST AND WEST FENCE, A BRONZE REFERENCE MARK
 BL1732'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 BL1732'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1734 ***********************************************************************
 BL1734  DESIGNATION -  905 RM 1
 BL1734  PID         -  BL1734
 BL1734  STATE/COUNTY-  TX/HOUSTON
 BL1734  USGS QUAD   -  BAKER LAKE (1972)
 BL1734
 BL1734                         *CURRENT SURVEY CONTROL
 BL1734  ___________________________________________________________________
 BL1734* NAD 83(1986)-  30 58 36.     (N)    095 40 11.     (W)     SCALED    
 BL1734* NAVD 88     -        45.78   (+/-2cm)     150.2    (feet)  VERTCON   
 BL1734  ___________________________________________________________________
 BL1734  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BL1734
 BL1734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1734
 BL1734.The horizontal coordinates were scaled from a topographic map and have
 BL1734.an estimated accuracy of +/- 6 seconds.
 BL1734
 BL1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1734.The vertical order pertains to the NGVD 29 superseded value.
 BL1734
 BL1734.The geoid height was determined by GEOID03.
 BL1734
 BL1734;                    North         East    Units  Estimated Accuracy
 BL1734;SPC TX C     - 3,154,560.    1,145,320.      MT  (+/- 180 meters Scaled)
 BL1734
 BL1734                          SUPERSEDED SURVEY CONTROL
 BL1734
 BL1734  NGVD 29 (??/??/92)   45.788  (m)          150.22   (f) ADJ UNCH    2 0
 BL1734
 BL1734.Superseded values are not recommended for survey control.
 BL1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1734.See file dsdata.txt to determine how the superseded data were derived.
 BL1734
 BL1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ450300(NAD 83)
 BL1734_MARKER: DR = REFERENCE MARK DISK
 BL1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1734_STAMPING: USED BM 905 NO 1 1935
 BL1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1734+STABILITY: SURFACE MOTION
 BL1734
 BL1734  HISTORY     - Date     Condition        Report By
 BL1734  HISTORY     - 1935     MONUMENTED       CGS
 BL1734  HISTORY     - 1947     GOOD             NGS
 BL1734
 BL1734                          STATION DESCRIPTION
 BL1734
 BL1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1734'8.1 MI SW FROM WELDON.
 BL1734'1.55 MILES SOUTH ALONG A DIRT ROAD FROM THE HIGH SCHOOL AT WELDON,
 BL1734'THENCE 6.45 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.1 MILE
 BL1734'SOUTHEAST ALONG A HIGH RIDGE OF DIRT, 0.1 MILE EAST OF THE OLD FERRY
 BL1734'CROSSING ON THE TRINITY RIVER, 232 FEET SOUTHEAST OF USED BM 905 R.M.
 BL1734'2, 165 FEET NORTHEAST OF THE BANK OF A SLOUGH, 123 FEET SOUTHEAST OF
 BL1734'BM 905 (U.S.E.D.), 105 FEET NORTHWEST OF THE JUNCTION POINT OF TWO
 BL1734'TERRACES, IN THE CENTER OF THE HIGH RIDGE OF DIRT, 2 FEET NORTHWEST OF
 BL1734'A 4X4 MARKER POST, A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 BL1734'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1735 ***********************************************************************
 BL1735  DESIGNATION -  905 RM 2
 BL1735  PID         -  BL1735
 BL1735  STATE/COUNTY-  TX/HOUSTON
 BL1735  USGS QUAD   -  BAKER LAKE (1972)
 BL1735
 BL1735                         *CURRENT SURVEY CONTROL
 BL1735  ___________________________________________________________________
 BL1735* NAD 83(1986)-  30 58 38.     (N)    095 40 12.     (W)     SCALED    
 BL1735* NAVD 88     -        45.83   (+/-2cm)     150.4    (feet)  VERTCON   
 BL1735  ___________________________________________________________________
 BL1735  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BL1735
 BL1735  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1735
 BL1735.The horizontal coordinates were scaled from a topographic map and have
 BL1735.an estimated accuracy of +/- 6 seconds.
 BL1735
 BL1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1735.The vertical order pertains to the NGVD 29 superseded value.
 BL1735
 BL1735.The geoid height was determined by GEOID03.
 BL1735
 BL1735;                    North         East    Units  Estimated Accuracy
 BL1735;SPC TX C     - 3,154,620.    1,145,290.      MT  (+/- 180 meters Scaled)
 BL1735
 BL1735                          SUPERSEDED SURVEY CONTROL
 BL1735
 BL1735  NGVD 29 (??/??/92)   45.831  (m)          150.36   (f) ADJ UNCH    2 0
 BL1735
 BL1735.Superseded values are not recommended for survey control.
 BL1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1735.See file dsdata.txt to determine how the superseded data were derived.
 BL1735
 BL1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ450301(NAD 83)
 BL1735_MARKER: DR = REFERENCE MARK DISK
 BL1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1735_STAMPING: USED BM 905 NO 2 1935
 BL1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1735+STABILITY: SURFACE MOTION
 BL1735
 BL1735  HISTORY     - Date     Condition        Report By
 BL1735  HISTORY     - 1935     MONUMENTED       CGS
 BL1735  HISTORY     - 1947     GOOD             NGS
 BL1735
 BL1735                          STATION DESCRIPTION
 BL1735
 BL1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1735'8.1 MI SW FROM WELDON.
 BL1735'1.55 MILES SOUTH ALONG A DIRT ROAD FROM THE HIGH SCHOOL AT WELDON,
 BL1735'THENCE 6.45 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.1 MILE
 BL1735'SOUTHEAST ALONG A HIGH RIDGE OF DIRT, 0.1 MILE EAST OF THE OLD FERRY
 BL1735'CROSSING ON THE TRINITY RIVER, 232 FEET NORTHWEST OF USED BM 905 R.M.
 BL1735'1, 175 FEET NORTHEAST OF THE BANK OF A SLOUGH, 119 FEET NORTHWEST OF
 BL1735'BM 905 (U.S.E.D.), A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 BL1735'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0047 ***********************************************************************
 DO0047  DESIGNATION -  91
 DO0047  PID         -  DO0047
 DO0047  STATE/COUNTY-  TX/CLAY
 DO0047  USGS QUAD   -  HENRIETTA (1984)
 DO0047
 DO0047                         *CURRENT SURVEY CONTROL
 DO0047  ___________________________________________________________________
 DO0047* NAD 83(1986)-  33 46 02.     (N)    098 07 52.     (W)     SCALED    
 DO0047* NAVD 88     -       285.921  (meters)     938.06   (feet)  ADJUSTED  
 DO0047  ___________________________________________________________________
 DO0047  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DO0047  DYNAMIC HT  -         285.604 (meters)     937.02  (feet)  COMP
 DO0047  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 DO0047
 DO0047  VERT ORDER  -  FIRST     CLASS II
 DO0047
 DO0047.The horizontal coordinates were scaled from a topographic map and have
 DO0047.an estimated accuracy of +/- 6 seconds.
 DO0047
 DO0047.The orthometric height was determined by differential leveling
 DO0047.and adjusted by the National Geodetic Survey in June 1991..
 DO0047
 DO0047.The geoid height was determined by GEOID03.
 DO0047
 DO0047.The dynamic height is computed by dividing the NAVD 88
 DO0047.geopotential number by the normal gravity value computed on the
 DO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0047.degrees latitude (g = 980.6199 gals.).
 DO0047
 DO0047.The modeled gravity was interpolated from observed gravity values.
 DO0047
 DO0047;                    North         East    Units  Estimated Accuracy
 DO0047;SPC TXNC     - 2,233,000.      634,170.      MT  (+/- 180 meters Scaled)
 DO0047
 DO0047                          SUPERSEDED SURVEY CONTROL
 DO0047
 DO0047  NGVD 29 (??/??/92)  285.855  (m)          937.84   (f) ADJ UNCH    1 2
 DO0047
 DO0047.Superseded values are not recommended for survey control.
 DO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0047.See file dsdata.txt to determine how the superseded data were derived.
 DO0047
 DO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC804366(NAD 83)
 DO0047_MARKER: Z = SEE DESCRIPTION
 DO0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0047_SP_SET: MILEPOST
 DO0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0047
 DO0047  HISTORY     - Date     Condition        Report By
 DO0047  HISTORY     - UNK      MONUMENTED       BNRR
 DO0047  HISTORY     - 1950     GOOD             NGS
 DO0047
 DO0047                          STATION DESCRIPTION
 DO0047
 DO0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0047'5.0 MI SE FROM HENRIETTA.
 DO0047'5.0 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0047'HENRIETTA, CLAY COUNTY, AND ON THE TOP OF MILEPOST 91.  THE TOP OF THE
 DO0047'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0588 ***********************************************************************
 CA0588  DESIGNATION -  91 3355
 CA0588  PID         -  CA0588
 CA0588  STATE/COUNTY-  TX/CONCHO
 CA0588  USGS QUAD   -  PASCHE (1970)
 CA0588
 CA0588                         *CURRENT SURVEY CONTROL
 CA0588  ___________________________________________________________________
 CA0588* NAD 83(1986)-  31 13 25.     (N)    099 44 38.     (W)     SCALED    
 CA0588* NAVD 88     -       596.660  (meters)    1957.54   (feet)  POSTED    
 CA0588  ___________________________________________________________________
 CA0588  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CA0588  DYNAMIC HT  -         595.840 (meters)    1954.85  (feet)  COMP
 CA0588  MODELED GRAV-     979,241.3   (mgal)                       NAVD 88
 CA0588
 CA0588  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0588
 CA0588.The horizontal coordinates were scaled from a topographic map and have
 CA0588.an estimated accuracy of +/- 6 seconds.
 CA0588
 CA0588.The orthometric height was determined by differential leveling
 CA0588.and adjusted by the National Geodetic Survey in 1992..
 CA0588.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0588.rate of 0.0 thru 1.0 mm/km.
 CA0588
 CA0588.The geoid height was determined by GEOID03.
 CA0588
 CA0588.The dynamic height is computed by dividing the NAVD 88
 CA0588.geopotential number by the normal gravity value computed on the
 CA0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0588.degrees latitude (g = 980.6199 gals.).
 CA0588
 CA0588.The modeled gravity was interpolated from observed gravity values.
 CA0588
 CA0588;                    North         East    Units  Estimated Accuracy
 CA0588;SPC TX C     - 3,172,750.      756,160.      MT  (+/- 180 meters Scaled)
 CA0588
 CA0588                          SUPERSEDED SURVEY CONTROL
 CA0588
 CA0588  NGVD 29 (??/??/92)  596.563  (m)         1957.22   (f) ADJ UNCH    1 2
 CA0588
 CA0588.Superseded values are not recommended for survey control.
 CA0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0588.See file dsdata.txt to determine how the superseded data were derived.
 CA0588
 CA0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV291546(NAD 83)
 CA0588_MARKER: Z = SEE DESCRIPTION
 CA0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0588_SP_SET: RAIL
 CA0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0588
 CA0588  HISTORY     - Date     Condition        Report By
 CA0588  HISTORY     - UNK      MONUMENTED       ATSFRR
 CA0588  HISTORY     - 1933     GOOD             NGS
 CA0588
 CA0588                          STATION DESCRIPTION
 CA0588
 CA0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0588'6.1 MI E FROM EDEN.
 CA0588'6.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0588'EDEN, CONCHO COUNTY, 8-3/4 POLES EAST OF MILEPOST 92, AND 48 FEET
 CA0588'SOUTH OF THE TRACK.  THE TOP OF A VERTICAL RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2134 ***********************************************************************
 BX2134  DESIGNATION -  91 GCSFRC
 BX2134  PID         -  BX2134
 BX2134  STATE/COUNTY-  TX/SABINE
 BX2134  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2134
 BX2134                         *CURRENT SURVEY CONTROL
 BX2134  ___________________________________________________________________
 BX2134* NAD 83(1986)-  31 09 23.     (N)    093 59 35.     (W)     SCALED    
 BX2134* NAVD 88     -        53.19   (+/-2cm)     174.5    (feet)  VERTCON   
 BX2134  ___________________________________________________________________
 BX2134  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BX2134
 BX2134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2134
 BX2134.The horizontal coordinates were scaled from a topographic map and have
 BX2134.an estimated accuracy of +/- 6 seconds.
 BX2134
 BX2134.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2134.The vertical order pertains to the NGVD 29 superseded value.
 BX2134
 BX2134.The geoid height was determined by GEOID03.
 BX2134
 BX2134;                    North         East    Units  Estimated Accuracy
 BX2134;SPC TX C     - 3,182,370.    1,304,140.      MT  (+/- 180 meters Scaled)
 BX2134
 BX2134                          SUPERSEDED SURVEY CONTROL
 BX2134
 BX2134  NGVD 29 (??/??/??)   53.197  (m)          174.53   (f) ADJUSTED    2 0
 BX2134
 BX2134.Superseded values are not recommended for survey control.
 BX2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2134.See file dsdata.txt to determine how the superseded data were derived.
 BX2134
 BX2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ053473(NAD 83)
 BX2134_MARKER: Z = SEE DESCRIPTION
 BX2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2134_SP_SET: RAIL
 BX2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2134+STABILITY: SURFACE MOTION
 BX2134
 BX2134  HISTORY     - Date     Condition        Report By
 BX2134  HISTORY     - UNK      MONUMENTED       GCSFRC
 BX2134  HISTORY     - 1952     GOOD             CGS
 BX2134
 BX2134                          STATION DESCRIPTION
 BX2134
 BX2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2134'0.25 MI N FROM BROOKELAND.
 BX2134'0.25 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BX2134'THE STATION AT BROOKELAND, 47 FEET SOUTHEAST OF MILEPOST 91, 15 FEET
 BX2134'NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST TO A
 BX2134'FARMHOUSE, 7 FEET EAST OF THE EAST RAIL, 69 YARDS EAST OF THE CENTER
 BX2134'LINE OF U.S. HIGHWAY 96, 2 FEET ABOVE THE GROUND, THE TOP OF A
 BX2134'VERTICAL SECTION OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0046 ***********************************************************************
 DO0046  DESIGNATION -  91.11
 DO0046  PID         -  DO0046
 DO0046  STATE/COUNTY-  TX/CLAY
 DO0046  USGS QUAD   -  HENRIETTA (1984)
 DO0046
 DO0046                         *CURRENT SURVEY CONTROL
 DO0046  ___________________________________________________________________
 DO0046* NAD 83(1986)-  33 46 08.     (N)    098 07 57.     (W)     SCALED    
 DO0046* NAVD 88     -       284.712  (meters)     934.09   (feet)  ADJUSTED  
 DO0046  ___________________________________________________________________
 DO0046  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DO0046  DYNAMIC HT  -         284.397 (meters)     933.06  (feet)  COMP
 DO0046  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 DO0046
 DO0046  VERT ORDER  -  FIRST     CLASS II
 DO0046
 DO0046.The horizontal coordinates were scaled from a topographic map and have
 DO0046.an estimated accuracy of +/- 6 seconds.
 DO0046
 DO0046.The orthometric height was determined by differential leveling
 DO0046.and adjusted by the National Geodetic Survey in June 1991..
 DO0046
 DO0046.The geoid height was determined by GEOID03.
 DO0046
 DO0046.The dynamic height is computed by dividing the NAVD 88
 DO0046.geopotential number by the normal gravity value computed on the
 DO0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0046.degrees latitude (g = 980.6199 gals.).
 DO0046
 DO0046.The modeled gravity was interpolated from observed gravity values.
 DO0046
 DO0046;                    North         East    Units  Estimated Accuracy
 DO0046;SPC TXNC     - 2,233,180.      634,040.      MT  (+/- 180 meters Scaled)
 DO0046
 DO0046                          SUPERSEDED SURVEY CONTROL
 DO0046
 DO0046  NGVD 29 (??/??/92)  284.646  (m)          933.88   (f) ADJ UNCH    1 2
 DO0046
 DO0046.Superseded values are not recommended for survey control.
 DO0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0046.See file dsdata.txt to determine how the superseded data were derived.
 DO0046
 DO0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC803368(NAD 83)
 DO0046_MARKER: Q = CHISELED SQUARE
 DO0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0046_SP_SET: CULVERT
 DO0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0046
 DO0046  HISTORY     - Date     Condition        Report By
 DO0046  HISTORY     - UNK      MONUMENTED       BNRR
 DO0046  HISTORY     - 1950     MARK NOT FOUND   NGS
 DO0046
 DO0046                          STATION DESCRIPTION
 DO0046
 DO0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0046'4.9 MI SE FROM HENRIETTA.
 DO0046'4.9 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0046'HENRIETTA, CLAY COUNTY, AT CULVERT 91.11, AND ON THE NORTHWEST CORNER
 DO0046'OF THE WEST HEADWALL.  A CHISELED SQUARE.  NOTE-- A TIMBERED RETAINING
 DO0046'WALL IS NOW BUILT OVER THE CONCRETE MASONRY.  THE MARK IS PROBABLY IN
 DO0046'PLACE UNDER THE TIMBERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0047 ***********************************************************************
 BN0047  DESIGNATION -  914 SA
 BN0047  PID         -  BN0047
 BN0047  STATE/COUNTY-  TX/LLANO
 BN0047  USGS QUAD   -  KINGSLAND (1982)
 BN0047
 BN0047                         *CURRENT SURVEY CONTROL
 BN0047  ___________________________________________________________________
 BN0047* NAD 83(1986)-  30 42 55.     (N)    098 29 23.     (W)     SCALED    
 BN0047* NAVD 88     -       276.373  (meters)     906.73   (feet)  ADJUSTED  
 BN0047  ___________________________________________________________________
 BN0047  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 BN0047  DYNAMIC HT  -         276.006 (meters)     905.53  (feet)  COMP
 BN0047  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 BN0047
 BN0047  VERT ORDER  -  SECOND    CLASS 0
 BN0047
 BN0047.The horizontal coordinates were scaled from a topographic map and have
 BN0047.an estimated accuracy of +/- 6 seconds.
 BN0047
 BN0047.The orthometric height was determined by differential leveling
 BN0047.and adjusted by the National Geodetic Survey in June 1991..
 BN0047
 BN0047.The geoid height was determined by GEOID03.
 BN0047
 BN0047.The dynamic height is computed by dividing the NAVD 88
 BN0047.geopotential number by the normal gravity value computed on the
 BN0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0047.degrees latitude (g = 980.6199 gals.).
 BN0047
 BN0047.The modeled gravity was interpolated from observed gravity values.
 BN0047
 BN0047;                    North         East    Units  Estimated Accuracy
 BN0047;SPC TX C     - 3,117,710.      876,570.      MT  (+/- 180 meters Scaled)
 BN0047
 BN0047                          SUPERSEDED SURVEY CONTROL
 BN0047
 BN0047  NGVD 29 (??/??/92)  276.324  (m)          906.57   (f) ADJ UNCH    2 0
 BN0047
 BN0047.Superseded values are not recommended for survey control.
 BN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0047.See file dsdata.txt to determine how the superseded data were derived.
 BN0047
 BN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU488981(NAD 83)
 BN0047_MARKER: Z = SEE DESCRIPTION
 BN0047_SETTING: 0 = UNSPECIFIED SETTING
 BN0047_STAMPING: 914 S.A.
 BN0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0047
 BN0047  HISTORY     - Date     Condition        Report By
 BN0047  HISTORY     - UNK      MONUMENTED       USGS
 BN0047  HISTORY     - 1933     GOOD             NGS
 BN0047
 BN0047                          STATION DESCRIPTION
 BN0047
 BN0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0047'5.5 MI NW FROM KINGSLAND.
 BN0047'ALONG THE TEXAS AND NEW ORLEANS R.R. 0.25 MILE SOUTHEAST OF BRIDGE 85
 BN0047'C OVER SANDY CREEK AND ON THE WEST SIDE OF SETTLEMENT ROAD AND 27 FT.
 BN0047'SOUTHWEST OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0586 ***********************************************************************
 DN0586  DESIGNATION -  917
 DN0586  PID         -  DN0586
 DN0586  STATE/COUNTY-  TX/COOKE
 DN0586  USGS QUAD   -  MUENSTER EAST (1978)
 DN0586
 DN0586                         *CURRENT SURVEY CONTROL
 DN0586  ___________________________________________________________________
 DN0586* NAD 83(1986)-  33 37 44.     (N)    097 18 52.     (W)     SCALED    
 DN0586* NAVD 88     -       279.930  (meters)     918.40   (feet)  ADJUSTED  
 DN0586  ___________________________________________________________________
 DN0586  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DN0586  DYNAMIC HT  -         279.634 (meters)     917.43  (feet)  COMP
 DN0586  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 DN0586
 DN0586  VERT ORDER  -  SECOND    CLASS 0
 DN0586
 DN0586.The horizontal coordinates were scaled from a topographic map and have
 DN0586.an estimated accuracy of +/- 6 seconds.
 DN0586
 DN0586.The orthometric height was determined by differential leveling
 DN0586.and adjusted by the National Geodetic Survey in June 1991..
 DN0586
 DN0586.The geoid height was determined by GEOID03.
 DN0586
 DN0586.The dynamic height is computed by dividing the NAVD 88
 DN0586.geopotential number by the normal gravity value computed on the
 DN0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0586.degrees latitude (g = 980.6199 gals.).
 DN0586
 DN0586.The modeled gravity was interpolated from observed gravity values.
 DN0586
 DN0586;                    North         East    Units  Estimated Accuracy
 DN0586;SPC TXNC     - 2,218,220.      709,990.      MT  (+/- 180 meters Scaled)
 DN0586
 DN0586                          SUPERSEDED SURVEY CONTROL
 DN0586
 DN0586  NGVD 29 (??/??/92)  279.871  (m)          918.21   (f) ADJ UNCH    2 0
 DN0586
 DN0586.Superseded values are not recommended for survey control.
 DN0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0586.See file dsdata.txt to determine how the superseded data were derived.
 DN0586
 DN0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC563222(NAD 83)
 DN0586_MARKER: P = PIPE CAP
 DN0586_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0586_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0586_STAMPING: GAINV 917
 DN0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0586
 DN0586  HISTORY     - Date     Condition        Report By
 DN0586  HISTORY     - UNK      MONUMENTED       USGS
 DN0586  HISTORY     - 1934     GOOD             NGS
 DN0586  HISTORY     - 1953     MARK NOT FOUND   ATT
 DN0586  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 DN0586
 DN0586                          STATION DESCRIPTION
 DN0586
 DN0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0586'IN MYRA.
 DN0586'AT MYRA, COOKE COUNTY, ABOUT 0.1 MILE NORTHEAST OF THE STATION OF THE
 DN0586'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, ABOUT 300 FEET NORTH OF THE
 DN0586'CENTER LINE OF THE TRACK, ABOUT 75 FEET EAST OF THE OLD POST OFFICE,
 DN0586'AND OPPOSITE A COTTON GIN.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 DN0586'CAP, STAMPED GAINV 917 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 DN0586'PIPE.
 DN0586
 DN0586                          STATION RECOVERY (1953)
 DN0586
 DN0586'RECOVERY NOTE BY AMERICAN T AND T CO 1953
 DN0586'MARK NOT FOUND.
 DN0586
 DN0586                          STATION RECOVERY (1995)
 DN0586
 DN0586'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0706 ***********************************************************************
 AY0706  DESIGNATION -  919
 AY0706  PID         -  AY0706
 AY0706  STATE/COUNTY-  TX/BEXAR
 AY0706  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0706
 AY0706                         *CURRENT SURVEY CONTROL
 AY0706  ___________________________________________________________________
 AY0706* NAD 83(1986)-  29 28 38.     (N)    098 35 01.     (W)     SCALED    
 AY0706* NAVD 88     -       262.496  (meters)     861.21   (feet)  ADJUSTED  
 AY0706  ___________________________________________________________________
 AY0706  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AY0706  DYNAMIC HT  -         262.114 (meters)     859.95  (feet)  COMP
 AY0706  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 AY0706
 AY0706  VERT ORDER  -  FIRST     CLASS II
 AY0706
 AY0706.The horizontal coordinates were scaled from a topographic map and have
 AY0706.an estimated accuracy of +/- 6 seconds.
 AY0706
 AY0706.The orthometric height was determined by differential leveling
 AY0706.and adjusted by the National Geodetic Survey in June 1991..
 AY0706
 AY0706.The geoid height was determined by GEOID03.
 AY0706
 AY0706.The dynamic height is computed by dividing the NAVD 88
 AY0706.geopotential number by the normal gravity value computed on the
 AY0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0706.degrees latitude (g = 980.6199 gals.).
 AY0706
 AY0706.The modeled gravity was interpolated from observed gravity values.
 AY0706
 AY0706;                    North         East    Units  Estimated Accuracy
 AY0706;SPC TXSC     - 4,182,260.      640,380.      MT  (+/- 180 meters Scaled)
 AY0706
 AY0706                          SUPERSEDED SURVEY CONTROL
 AY0706
 AY0706  NGVD 29 (??/??/92)  262.370  (m)          860.79   (f) ADJ UNCH    1 2
 AY0706
 AY0706.Superseded values are not recommended for survey control.
 AY0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0706.See file dsdata.txt to determine how the superseded data were derived.
 AY0706
 AY0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT403609(NAD 83)
 AY0706_MARKER: DB = BENCH MARK DISK
 AY0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0706_STAMPING: 919
 AY0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0706+STABILITY: SURFACE MOTION
 AY0706
 AY0706  HISTORY     - Date     Condition        Report By
 AY0706  HISTORY     - UNK      MONUMENTED       CGS
 AY0706  HISTORY     - 1952     GOOD             NGS
 AY0706  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0706
 AY0706                          STATION DESCRIPTION
 AY0706
 AY0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AY0706'IN SAN ANTONIO.
 AY0706'AT SAN ANTONIO, 0.25 MILE NORTHEAST ALONG CALLAGHAN ROAD FROM ITS
 AY0706'JUNCTION WITH NEW STATE HIGHWAY 16, AT AN INTERSECTION WITH VIEW ROAD,
 AY0706'29 FEET NORTHWEST OF THE CENTER LINE OF CALLAGHAN ROAD, 25 FEET
 AY0706'SOUTHWEST OF THE EXTENDED CENTER LINE OF VIEW ROAD, 1.7 FEET SOUTHEAST
 AY0706'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 AY0706'ABOVE THE GROUND.
 AY0706
 AY0706                          STATION RECOVERY (1999)
 AY0706
 AY0706'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0044 ***********************************************************************
 DO0044  DESIGNATION -  92
 DO0044  PID         -  DO0044
 DO0044  STATE/COUNTY-  TX/CLAY
 DO0044  USGS QUAD   -  HENRIETTA (1984)
 DO0044
 DO0044                         *CURRENT SURVEY CONTROL
 DO0044  ___________________________________________________________________
 DO0044* NAD 83(1986)-  33 46 35.     (N)    098 08 44.     (W)     SCALED    
 DO0044* NAVD 88     -       284.617  (meters)     933.78   (feet)  ADJUSTED  
 DO0044  ___________________________________________________________________
 DO0044  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DO0044  DYNAMIC HT  -         284.301 (meters)     932.74  (feet)  COMP
 DO0044  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 DO0044
 DO0044  VERT ORDER  -  FIRST     CLASS II
 DO0044
 DO0044.The horizontal coordinates were scaled from a topographic map and have
 DO0044.an estimated accuracy of +/- 6 seconds.
 DO0044
 DO0044.The orthometric height was determined by differential leveling
 DO0044.and adjusted by the National Geodetic Survey in June 1991..
 DO0044
 DO0044.The geoid height was determined by GEOID03.
 DO0044
 DO0044.The dynamic height is computed by dividing the NAVD 88
 DO0044.geopotential number by the normal gravity value computed on the
 DO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0044.degrees latitude (g = 980.6199 gals.).
 DO0044
 DO0044.The modeled gravity was interpolated from observed gravity values.
 DO0044
 DO0044;                    North         East    Units  Estimated Accuracy
 DO0044;SPC TXNC     - 2,234,010.      632,830.      MT  (+/- 180 meters Scaled)
 DO0044
 DO0044                          SUPERSEDED SURVEY CONTROL
 DO0044
 DO0044  NGVD 29 (??/??/92)  284.552  (m)          933.57   (f) ADJ UNCH    1 2
 DO0044
 DO0044.Superseded values are not recommended for survey control.
 DO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0044.See file dsdata.txt to determine how the superseded data were derived.
 DO0044
 DO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC791376(NAD 83)
 DO0044_MARKER: Z = SEE DESCRIPTION
 DO0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0044_SP_SET: MILEPOST
 DO0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0044
 DO0044  HISTORY     - Date     Condition        Report By
 DO0044  HISTORY     - UNK      MONUMENTED       BNRR
 DO0044  HISTORY     - 1950     GOOD             NGS
 DO0044
 DO0044                          STATION DESCRIPTION
 DO0044
 DO0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0044'4.1 MI SE FROM HENRIETTA.
 DO0044'4.1 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0044'HENRIETTA, CLAY COUNTY, AND ON THE TOP OF MILEPOST 92.  THE TOP OF THE
 DO0044'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0411 ***********************************************************************
 GK0411  DESIGNATION -  92
 GK0411  PID         -  GK0411
 GK0411  STATE/COUNTY-  TX/HANSFORD
 GK0411  USGS QUAD   -  HANSFORD (1962)
 GK0411
 GK0411                         *CURRENT SURVEY CONTROL
 GK0411  ___________________________________________________________________
 GK0411* NAD 83(1986)-  36 08 11.     (N)    101 19 02.     (W)     SCALED    
 GK0411* NAVD 88     -       967.230  (meters)    3173.32   (feet)  ADJUSTED  
 GK0411  ___________________________________________________________________
 GK0411  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GK0411  DYNAMIC HT  -         966.175 (meters)    3169.86  (feet)  COMP
 GK0411  MODELED GRAV-     979,508.9   (mgal)                       NAVD 88
 GK0411
 GK0411  VERT ORDER  -  SECOND    CLASS 0
 GK0411
 GK0411.The horizontal coordinates were scaled from a topographic map and have
 GK0411.an estimated accuracy of +/- 6 seconds.
 GK0411
 GK0411.The orthometric height was determined by differential leveling
 GK0411.and adjusted by the National Geodetic Survey in June 1991..
 GK0411
 GK0411.The geoid height was determined by GEOID03.
 GK0411
 GK0411.The dynamic height is computed by dividing the NAVD 88
 GK0411.geopotential number by the normal gravity value computed on the
 GK0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0411.degrees latitude (g = 980.6199 gals.).
 GK0411
 GK0411.The modeled gravity was interpolated from observed gravity values.
 GK0411
 GK0411;                    North         East    Units  Estimated Accuracy
 GK0411;SPC TX N     - 1,237,030.      216,450.      MT  (+/- 180 meters Scaled)
 GK0411
 GK0411                          SUPERSEDED SURVEY CONTROL
 GK0411
 GK0411  NGVD 29 (??/??/92)  966.780  (m)         3171.84   (f) ADJ UNCH    2 0
 GK0411
 GK0411.Superseded values are not recommended for survey control.
 GK0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0411.See file dsdata.txt to determine how the superseded data were derived.
 GK0411
 GK0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF914015(NAD 83)
 GK0411_MARKER: B = BOLT
 GK0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0411+STABILITY: SURFACE MOTION
 GK0411
 GK0411  HISTORY     - Date     Condition        Report By
 GK0411  HISTORY     - UNK      MONUMENTED
 GK0411  HISTORY     - 1935     GOOD             NGS
 GK0411
 GK0411                          STATION DESCRIPTION
 GK0411
 GK0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GK0411'1.6 MI NE FROM MCKIBBEN.
 GK0411'1.6 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0411'STATION AT MCKIBBEN, 56.1 FEET SOUTHEAST OF MILEPOST 92, 44.9 FEET
 GK0411'SOUTHEAST OF THE SOUTHEAST RAIL, AND 2.6 FEET NORTHWEST OF THE
 GK0411'RIGHT-OF-WAY FENCE.  AN IRON BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0705 ***********************************************************************
 AY0705  DESIGNATION -  920
 AY0705  PID         -  AY0705
 AY0705  STATE/COUNTY-  TX/BEXAR
 AY0705  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0705
 AY0705                         *CURRENT SURVEY CONTROL
 AY0705  ___________________________________________________________________
 AY0705* NAD 83(1986)-  29 28 44.     (N)    098 35 05.     (W)     SCALED    
 AY0705* NAVD 88     -       254.695  (meters)     835.61   (feet)  ADJUSTED  
 AY0705  ___________________________________________________________________
 AY0705  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AY0705  DYNAMIC HT  -         254.323 (meters)     834.39  (feet)  COMP
 AY0705  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AY0705
 AY0705  VERT ORDER  -  FIRST     CLASS II
 AY0705
 AY0705.The horizontal coordinates were scaled from a topographic map and have
 AY0705.an estimated accuracy of +/- 6 seconds.
 AY0705
 AY0705.The orthometric height was determined by differential leveling
 AY0705.and adjusted by the National Geodetic Survey in June 1991..
 AY0705.WARNING-Repeat measurements at this control monument indicate possible
 AY0705.vertical movement.
 AY0705
 AY0705.The geoid height was determined by GEOID03.
 AY0705
 AY0705.The dynamic height is computed by dividing the NAVD 88
 AY0705.geopotential number by the normal gravity value computed on the
 AY0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0705.degrees latitude (g = 980.6199 gals.).
 AY0705
 AY0705.The modeled gravity was interpolated from observed gravity values.
 AY0705
 AY0705;                    North         East    Units  Estimated Accuracy
 AY0705;SPC TXSC     - 4,182,440.      640,270.      MT  (+/- 180 meters Scaled)
 AY0705
 AY0705                          SUPERSEDED SURVEY CONTROL
 AY0705
 AY0705  NGVD 29 (??/??/92)  254.569  (m)          835.20   (f) ADJ UNCH    1 2
 AY0705
 AY0705.Superseded values are not recommended for survey control.
 AY0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0705.See file dsdata.txt to determine how the superseded data were derived.
 AY0705
 AY0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT402611(NAD 83)
 AY0705_MARKER: DB = BENCH MARK DISK
 AY0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0705_STAMPING: 920
 AY0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0705+STABILITY: SURFACE MOTION
 AY0705
 AY0705  HISTORY     - Date     Condition        Report By
 AY0705  HISTORY     - UNK      MONUMENTED       CGS
 AY0705  HISTORY     - 1952     GOOD             NGS
 AY0705  HISTORY     - 19991013 POOR             USPSQD
 AY0705
 AY0705                          STATION DESCRIPTION
 AY0705
 AY0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AY0705'IN SAN ANTONIO.
 AY0705'AT SAN ANTONIO, AT THE INTERSECTION OF CALLAGHAN ROAD AND EVERS ROAD,
 AY0705'0.15 MILE NORTHEAST OF A JUNCTION WITH NEW STATE HIGHWAY 16, 50 FEET
 AY0705'SOUTHEAST OF THE CENTER LINE OF CALLAGHAN ROAD, 25 FEET SOUTHWEST OF
 AY0705'THE CENTER LINE OF EVERS ROAD, 21 FEET SOUTHEAST OF A POWER POLE, 1.6
 AY0705'FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0705'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0705
 AY0705                          STATION RECOVERY (1999)
 AY0705
 AY0705'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0705'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0043 ***********************************************************************
 DO0043  DESIGNATION -  93
 DO0043  PID         -  DO0043
 DO0043  STATE/COUNTY-  TX/CLAY
 DO0043  USGS QUAD   -  HENRIETTA (1984)
 DO0043
 DO0043                         *CURRENT SURVEY CONTROL
 DO0043  ___________________________________________________________________
 DO0043* NAD 83(1986)-  33 47 04.     (N)    098 09 36.     (W)     SCALED    
 DO0043* NAVD 88     -       277.774  (meters)     911.33   (feet)  ADJUSTED  
 DO0043  ___________________________________________________________________
 DO0043  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DO0043  DYNAMIC HT  -         277.467 (meters)     910.32  (feet)  COMP
 DO0043  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 DO0043
 DO0043  VERT ORDER  -  FIRST     CLASS II
 DO0043
 DO0043.The horizontal coordinates were scaled from a topographic map and have
 DO0043.an estimated accuracy of +/- 6 seconds.
 DO0043
 DO0043.The orthometric height was determined by differential leveling
 DO0043.and adjusted by the National Geodetic Survey in June 1991..
 DO0043
 DO0043.The geoid height was determined by GEOID03.
 DO0043
 DO0043.The dynamic height is computed by dividing the NAVD 88
 DO0043.geopotential number by the normal gravity value computed on the
 DO0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0043.degrees latitude (g = 980.6199 gals.).
 DO0043
 DO0043.The modeled gravity was interpolated from observed gravity values.
 DO0043
 DO0043;                    North         East    Units  Estimated Accuracy
 DO0043;SPC TXNC     - 2,234,900.      631,490.      MT  (+/- 180 meters Scaled)
 DO0043
 DO0043                          SUPERSEDED SURVEY CONTROL
 DO0043
 DO0043  NGVD 29 (??/??/92)  277.707  (m)          911.11   (f) ADJ UNCH    1 2
 DO0043
 DO0043.Superseded values are not recommended for survey control.
 DO0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0043.See file dsdata.txt to determine how the superseded data were derived.
 DO0043
 DO0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC777385(NAD 83)
 DO0043_MARKER: Z = SEE DESCRIPTION
 DO0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0043_SP_SET: MILEPOST
 DO0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0043
 DO0043  HISTORY     - Date     Condition        Report By
 DO0043  HISTORY     - UNK      MONUMENTED       BNRR
 DO0043  HISTORY     - 1950     GOOD             NGS
 DO0043
 DO0043                          STATION DESCRIPTION
 DO0043
 DO0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0043'3.1 MI SE FROM HENRIETTA.
 DO0043'3.1 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0043'HENRIETTA, CLAY COUNTY, AND ON THE TOP OF MILEPOST 93.  THE TOP OF THE
 DO0043'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0410 ***********************************************************************
 GK0410  DESIGNATION -  93
 GK0410  PID         -  GK0410
 GK0410  STATE/COUNTY-  TX/HANSFORD
 GK0410  USGS QUAD   -  HANSFORD (1962)
 GK0410
 GK0410                         *CURRENT SURVEY CONTROL
 GK0410  ___________________________________________________________________
 GK0410* NAD 83(1986)-  36 07 45.     (N)    101 19 55.     (W)     SCALED    
 GK0410* NAVD 88     -       971.90   (+/-2cm)    3188.6    (feet)  VERTCON   
 GK0410  ___________________________________________________________________
 GK0410  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GK0410
 GK0410  VERT ORDER  -  ? (See Below)
 GK0410
 GK0410.The horizontal coordinates were scaled from a topographic map and have
 GK0410.an estimated accuracy of +/- 6 seconds.
 GK0410
 GK0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0410.The vertical order pertains to the NGVD 29 superseded value.
 GK0410
 GK0410.The geoid height was determined by GEOID03.
 GK0410
 GK0410;                    North         East    Units  Estimated Accuracy
 GK0410;SPC TX N     - 1,236,220.      215,130.      MT  (+/- 180 meters Scaled)
 GK0410
 GK0410                          SUPERSEDED SURVEY CONTROL
 GK0410
 GK0410  NGVD 29 (??/??/92)  971.446  (m)         3187.15   (f) ADJ UNCH    ?  
 GK0410
 GK0410.Superseded values are not recommended for survey control.
 GK0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0410.See file dsdata.txt to determine how the superseded data were derived.
 GK0410
 GK0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF901007(NAD 83)
 GK0410_MARKER: B = BOLT
 GK0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0410+STABILITY: SURFACE MOTION
 GK0410
 GK0410  HISTORY     - Date     Condition        Report By
 GK0410  HISTORY     - UNK      MONUMENTED
 GK0410  HISTORY     - 1935     GOOD             NGS
 GK0410
 GK0410                          STATION DESCRIPTION
 GK0410
 GK0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GK0410'0.6 MI NE FROM MCKIBBEN.
 GK0410'0.6 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0410'STATION AT MCKIBBEN, 77.4 FEET SOUTHEAST OF MILEPOST 93, 66.2 FEET
 GK0410'SOUTHEAST OF THE SOUTHEAST RAIL, AND 2 FEET NORTHWEST OF THE
 GK0410'RIGHT-OF-WAY FENCE.  AN IRON BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0740 ***********************************************************************
 AY0740  DESIGNATION -  936
 AY0740  PID         -  AY0740
 AY0740  STATE/COUNTY-  TX/BEXAR
 AY0740  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0740
 AY0740                         *CURRENT SURVEY CONTROL
 AY0740  ___________________________________________________________________
 AY0740* NAD 83(1986)-  29 25 44.     (N)    098 31 49.     (W)     SCALED    
 AY0740* NAVD 88     -       210.451  (meters)     690.45   (feet)  ADJUSTED  
 AY0740  ___________________________________________________________________
 AY0740  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AY0740  DYNAMIC HT  -         210.145 (meters)     689.45  (feet)  COMP
 AY0740  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 AY0740
 AY0740  VERT ORDER  -  FIRST     CLASS II
 AY0740
 AY0740.The horizontal coordinates were scaled from a topographic map and have
 AY0740.an estimated accuracy of +/- 6 seconds.
 AY0740
 AY0740.The orthometric height was determined by differential leveling
 AY0740.and adjusted by the National Geodetic Survey in June 1991..
 AY0740
 AY0740.The geoid height was determined by GEOID03.
 AY0740
 AY0740.The dynamic height is computed by dividing the NAVD 88
 AY0740.geopotential number by the normal gravity value computed on the
 AY0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0740.degrees latitude (g = 980.6199 gals.).
 AY0740
 AY0740.The modeled gravity was interpolated from observed gravity values.
 AY0740
 AY0740;                    North         East    Units  Estimated Accuracy
 AY0740;SPC TXSC     - 4,176,920.      645,570.      MT  (+/- 180 meters Scaled)
 AY0740
 AY0740                          SUPERSEDED SURVEY CONTROL
 AY0740
 AY0740  NGVD 29 (??/??/92)  210.327  (m)          690.05   (f) ADJ UNCH    1 2
 AY0740
 AY0740.Superseded values are not recommended for survey control.
 AY0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0740.See file dsdata.txt to determine how the superseded data were derived.
 AY0740
 AY0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT455555(NAD 83)
 AY0740_MARKER: DB = BENCH MARK DISK
 AY0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0740_STAMPING: 936
 AY0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0740+STABILITY: SURFACE MOTION
 AY0740
 AY0740  HISTORY     - Date     Condition        Report By
 AY0740  HISTORY     - UNK      MONUMENTED       CGS
 AY0740  HISTORY     - 1946     GOOD             NGS
 AY0740  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0740
 AY0740                          STATION DESCRIPTION
 AY0740
 AY0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0740'IN SAN ANTONIO.
 AY0740'AT SAN ANTONIO, ALONG WEST COMMERCE STREET, 148.0 FEET WEST OF THE
 AY0740'EXTENSION TO NORTH OF THE CENTERLINE OF SOUTH SPRING STREET, 11.5 FEET
 AY0740'WEST OF THE CENTER OF THE CONCRETE WALK LEADING TO THE FRONT ENTRANCE
 AY0740'TO HOUSE NUMBER 3719 WEST COMMERCE STREET, 1.5 FOOT NORTH OF THE NORTH
 AY0740'CURB OF WEST COMMERCE STREET, 187.0 FEET EAST OF THE EAST PROPERTY
 AY0740'LINE OF HAMILTON STREET, SET IN THE TOP OF A CONCRETE POST, 1.0 FOOT
 AY0740'UNDERGROUND AND SURROUNDED BY AN 8-INCH CONCRETE PIPE WITH A CONCRETE
 AY0740'CAP WHICH IS 0.1 FOOT UNDERGROUND.
 AY0740
 AY0740                          STATION RECOVERY (1999)
 AY0740
 AY0740'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0817 ***********************************************************************
 DN0817  DESIGNATION -  936 GAINV
 DN0817  PID         -  DN0817
 DN0817  STATE/COUNTY-  TX/MONTAGUE
 DN0817  USGS QUAD   -  STONEBURG (1976)
 DN0817
 DN0817                         *CURRENT SURVEY CONTROL
 DN0817  ___________________________________________________________________
 DN0817* NAD 83(1986)-  33 40 16.     (N)    097 54 18.     (W)     SCALED    
 DN0817* NAVD 88     -       285.474  (meters)     936.59   (feet)  POSTED    
 DN0817  ___________________________________________________________________
 DN0817  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0817  DYNAMIC HT  -         285.160 (meters)     935.56  (feet)  COMP
 DN0817  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 DN0817
 DN0817  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DN0817
 DN0817.The horizontal coordinates were scaled from a topographic map and have
 DN0817.an estimated accuracy of +/- 6 seconds.
 DN0817
 DN0817.The orthometric height was determined by differential leveling
 DN0817.and adjusted by the National Geodetic Survey in 1992..
 DN0817.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DN0817.rate of 0.0 thru 1.0 mm/km.
 DN0817
 DN0817.The geoid height was determined by GEOID03.
 DN0817
 DN0817.The dynamic height is computed by dividing the NAVD 88
 DN0817.geopotential number by the normal gravity value computed on the
 DN0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0817.degrees latitude (g = 980.6199 gals.).
 DN0817
 DN0817.The modeled gravity was interpolated from observed gravity values.
 DN0817
 DN0817;                    North         East    Units  Estimated Accuracy
 DN0817;SPC TXNC     - 2,222,430.      655,180.      MT  (+/- 180 meters Scaled)
 DN0817
 DN0817                          SUPERSEDED SURVEY CONTROL
 DN0817
 DN0817  NGVD 29 (??/??/92)  285.368  (m)          936.24   (f) ADJ UNCH    1 2
 DN0817
 DN0817.Superseded values are not recommended for survey control.
 DN0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0817.See file dsdata.txt to determine how the superseded data were derived.
 DN0817
 DN0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC015262(NAD 83)
 DN0817_MARKER: P = PIPE CAP
 DN0817_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0817_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0817_STAMPING: 936.281 GAINV 34
 DN0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0817
 DN0817  HISTORY     - Date     Condition        Report By
 DN0817  HISTORY     - UNK      MONUMENTED       USGS
 DN0817  HISTORY     - 1952     GOOD             NGS
 DN0817  HISTORY     - 1984     GOOD             NGS
 DN0817  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0817
 DN0817                          STATION DESCRIPTION
 DN0817
 DN0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0817'8.4 MI N FROM BOWIE.
 DN0817'8.4 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0817'FROM THE STATION AT BOWIE, AT THE VILLAGE OF STONEBURG, 185 YARDS WEST
 DN0817'OF THE WATER TANK, 108 YARDS WEST OF THE WEST RAIL OF A SIDE TRACK, 33
 DN0817'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 48 FEET SOUTH
 DN0817'OF THE CENTER LINE OF A ROAD LEADING WEST, 2 FEET NORTH OF A WITNESS
 DN0817'POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.8 FEET ABOVE
 DN0817'THE GROUND.
 DN0817
 DN0817                          STATION RECOVERY (1984)
 DN0817
 DN0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0817'RECOVERED IN GOOD CONDITION.
 DN0817
 DN0817                          STATION RECOVERY (1986)
 DN0817
 DN0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1505 ***********************************************************************
 DN1505  DESIGNATION -  936 RESET
 DN1505  PID         -  DN1505
 DN1505  STATE/COUNTY-  TX/MONTAGUE
 DN1505  USGS QUAD   -  STONEBURG (1976)
 DN1505
 DN1505                         *CURRENT SURVEY CONTROL
 DN1505  ___________________________________________________________________
 DN1505* NAD 83(1986)-  33 40 16.     (N)    097 54 18.     (W)     SCALED    
 DN1505* NAVD 88     -       284.38   (+/-2cm)     933.0    (feet)  VERTCON   
 DN1505  ___________________________________________________________________
 DN1505  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN1505
 DN1505  VERT ORDER  -  THIRD (See Below)
 DN1505
 DN1505.The horizontal coordinates were scaled from a topographic map and have
 DN1505.an estimated accuracy of +/- 6 seconds.
 DN1505
 DN1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1505.The vertical order pertains to the NGVD 29 superseded value.
 DN1505
 DN1505.The geoid height was determined by GEOID03.
 DN1505
 DN1505;                    North         East    Units  Estimated Accuracy
 DN1505;SPC TXNC     - 2,222,430.      655,180.      MT  (+/- 180 meters Scaled)
 DN1505
 DN1505                          SUPERSEDED SURVEY CONTROL
 DN1505
 DN1505  NGVD 29 (01/29/03)  284.28   (m)          932.7    (f) RESET       3  
 DN1505
 DN1505.Superseded values are not recommended for survey control.
 DN1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1505.See file dsdata.txt to determine how the superseded data were derived.
 DN1505
 DN1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC015262(NAD 83)
 DN1505_MARKER: DV = VERTICAL CONTROL DISK
 DN1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1505_SP_SET: CONCRETE POST
 DN1505_STAMPING: 936 RESET 1984
 DN1505_MARK LOGO: NGS   
 DN1505_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1505+STABILITY: SURFACE MOTION
 DN1505
 DN1505  HISTORY     - Date     Condition        Report By
 DN1505  HISTORY     - 1984     MONUMENTED       NGS
 DN1505
 DN1505                          STATION DESCRIPTION
 DN1505
 DN1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN1505'13.44 KM (8.35 MI) NORTH ALONG US HIGHWAY 81 FROM BOWIE, AT STONEBURG
 DN1505'ALONG THE MAIN DIRT STREET, 100 METERS (328.1 FT) WEST OF THE
 DN1505'RAILROAD TRACK, 10.06 M (33.01 FT) EAST OF THE CENTER OF THE DIRT
 DN1505'STREET, 0.46 M (1.51 FT) SOUTH-SOUTHWEST OF A POWER POLE AND 0.40 M
 DN1505'(1.31 FT) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0735 ***********************************************************************
 AY0735  DESIGNATION -  937
 AY0735  PID         -  AY0735
 AY0735  STATE/COUNTY-  TX/BEXAR
 AY0735  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0735
 AY0735                         *CURRENT SURVEY CONTROL
 AY0735  ___________________________________________________________________
 AY0735* NAD 83(1986)-  29 25 41.     (N)    098 31 36.     (W)     SCALED    
 AY0735* NAVD 88     -       208.966  (meters)     685.58   (feet)  ADJUSTED  
 AY0735  ___________________________________________________________________
 AY0735  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AY0735  DYNAMIC HT  -         208.662 (meters)     684.59  (feet)  COMP
 AY0735  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 AY0735
 AY0735  VERT ORDER  -  FIRST     CLASS II
 AY0735
 AY0735.The horizontal coordinates were scaled from a topographic map and have
 AY0735.an estimated accuracy of +/- 6 seconds.
 AY0735
 AY0735.The orthometric height was determined by differential leveling
 AY0735.and adjusted by the National Geodetic Survey in June 1991..
 AY0735
 AY0735.The geoid height was determined by GEOID03.
 AY0735
 AY0735.The dynamic height is computed by dividing the NAVD 88
 AY0735.geopotential number by the normal gravity value computed on the
 AY0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0735.degrees latitude (g = 980.6199 gals.).
 AY0735
 AY0735.The modeled gravity was interpolated from observed gravity values.
 AY0735
 AY0735;                    North         East    Units  Estimated Accuracy
 AY0735;SPC TXSC     - 4,176,830.      645,920.      MT  (+/- 180 meters Scaled)
 AY0735
 AY0735                          SUPERSEDED SURVEY CONTROL
 AY0735
 AY0735  NGVD 29 (??/??/92)  208.842  (m)          685.18   (f) ADJ UNCH    1 2
 AY0735
 AY0735.Superseded values are not recommended for survey control.
 AY0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0735.See file dsdata.txt to determine how the superseded data were derived.
 AY0735
 AY0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT459555(NAD 83)
 AY0735_MARKER: DB = BENCH MARK DISK
 AY0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0735_STAMPING: 937
 AY0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0735+STABILITY: SURFACE MOTION
 AY0735
 AY0735  HISTORY     - Date     Condition        Report By
 AY0735  HISTORY     - UNK      MONUMENTED       CGS
 AY0735  HISTORY     - 1946     GOOD             NGS
 AY0735  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0735  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 AY0735
 AY0735                          STATION DESCRIPTION
 AY0735
 AY0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0735'IN SAN ANTONIO.
 AY0735'AT SAN ANTONIO, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF WEST
 AY0735'COMMERCE STREET AND ZARZAMORA STREET, 27.0 FEET SOUTH OF THE
 AY0735'CENTERLINE OF WEST COMMERCE STREET, 20.0 FEET EAST OF THE CENTERLINE
 AY0735'OF ZARZAMORA STREET, 0.9 FOOT WEST OF THE WEST EDGE OF THE SIDEWALK
 AY0735'ALONG THE EAST SIDE OF ZARZAMORA STREET, 0.8 FOOT SOUTH OF THE SOUTH
 AY0735'EDGE OF THE SIDEWALK ALONG THE SOUTH SIDE OF WEST COMMERCE STREET, SET
 AY0735'IN THE TOP OF A CONCRETE POST, 1.0 FOOT UNDERGROUND, SURROUNDED BY A
 AY0735'6-INCH CONCRETE PIPE WITH A CONCRETE COVER WHICH IS 0.5 FOOT
 AY0735'UNDERGROUND.
 AY0735
 AY0735                          STATION RECOVERY (1999)
 AY0735
 AY0735'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0735'MARK NOT FOUND.
 AY0735
 AY0735                          STATION RECOVERY (2003)
 AY0735
 AY0735'RECOVERY NOTE BY US POWER SQUADRON 2003
 AY0735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0737 ***********************************************************************
 AY0737  DESIGNATION -  938
 AY0737  PID         -  AY0737
 AY0737  STATE/COUNTY-  TX/BEXAR
 AY0737  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0737
 AY0737                         *CURRENT SURVEY CONTROL
 AY0737  ___________________________________________________________________
 AY0737* NAD 83(1986)-  29 25 54.     (N)    098 31 35.     (W)     SCALED    
 AY0737* NAVD 88     -       211.646  (meters)     694.38   (feet)  ADJUSTED  
 AY0737  ___________________________________________________________________
 AY0737  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AY0737  DYNAMIC HT  -         211.338 (meters)     693.36  (feet)  COMP
 AY0737  MODELED GRAV-     979,184.6   (mgal)                       NAVD 88
 AY0737
 AY0737  VERT ORDER  -  FIRST     CLASS II
 AY0737
 AY0737.The horizontal coordinates were scaled from a topographic map and have
 AY0737.an estimated accuracy of +/- 6 seconds.
 AY0737
 AY0737.The orthometric height was determined by differential leveling
 AY0737.and adjusted by the National Geodetic Survey in June 1991..
 AY0737
 AY0737.The geoid height was determined by GEOID03.
 AY0737
 AY0737.The dynamic height is computed by dividing the NAVD 88
 AY0737.geopotential number by the normal gravity value computed on the
 AY0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0737.degrees latitude (g = 980.6199 gals.).
 AY0737
 AY0737.The modeled gravity was interpolated from observed gravity values.
 AY0737
 AY0737;                    North         East    Units  Estimated Accuracy
 AY0737;SPC TXSC     - 4,177,230.      645,950.      MT  (+/- 180 meters Scaled)
 AY0737
 AY0737                          SUPERSEDED SURVEY CONTROL
 AY0737
 AY0737  NGVD 29 (??/??/92)  211.522  (m)          693.97   (f) ADJ UNCH    1 2
 AY0737
 AY0737.Superseded values are not recommended for survey control.
 AY0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0737.See file dsdata.txt to determine how the superseded data were derived.
 AY0737
 AY0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT459559(NAD 83)
 AY0737_MARKER: DB = BENCH MARK DISK
 AY0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0737_STAMPING: 938
 AY0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0737+STABILITY: SURFACE MOTION
 AY0737
 AY0737  HISTORY     - Date     Condition        Report By
 AY0737  HISTORY     - UNK      MONUMENTED       CGS
 AY0737  HISTORY     - 1946     GOOD             NGS
 AY0737  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0737  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 AY0737
 AY0737                          STATION DESCRIPTION
 AY0737
 AY0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0737'IN SAN ANTONIO.
 AY0737'AT SAN ANTONIO, IN THE NORTHWEST CORNER OF THE JUNCTION OF ZARZAMORA
 AY0737'AND GOULD STREETS, 22.5 FEET WEST OF THE CENTERLINE OF ZARZAMORA
 AY0737'STREET, 20.7 FEET NORTH OF THE CENTERLINE OF GOULD STREET, 6.3 FEET
 AY0737'NORTH OF THE NORTH CURB OF GOULD STREET, 3.0 FEET WEST OF THE WEST
 AY0737'CURB OF ZARZAMORA STREET, SET IN THE TOP OF A CONCRETE POST, 1.0 FOOT
 AY0737'UNDERGROUND AND SURROUNDED BY AN 8-INCH CONCRETE PIPE WITH A CONCRETE
 AY0737'CAP WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AY0737
 AY0737                          STATION RECOVERY (1999)
 AY0737
 AY0737'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0737'MARK NOT FOUND.
 AY0737
 AY0737                          STATION RECOVERY (2003)
 AY0737
 AY0737'RECOVERY NOTE BY US POWER SQUADRON 2003
 AY0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0041 ***********************************************************************
 DO0041  DESIGNATION -  93.84
 DO0041  PID         -  DO0041
 DO0041  STATE/COUNTY-  TX/CLAY
 DO0041  USGS QUAD   -  HENRIETTA (1984)
 DO0041
 DO0041                         *CURRENT SURVEY CONTROL
 DO0041  ___________________________________________________________________
 DO0041* NAD 83(1986)-  33 47 28.     (N)    098 10 20.     (W)     SCALED    
 DO0041* NAVD 88     -       267.063  (meters)     876.19   (feet)  ADJUSTED  
 DO0041  ___________________________________________________________________
 DO0041  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DO0041  DYNAMIC HT  -         266.767 (meters)     875.22  (feet)  COMP
 DO0041  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 DO0041
 DO0041  VERT ORDER  -  FIRST     CLASS II
 DO0041
 DO0041.The horizontal coordinates were scaled from a topographic map and have
 DO0041.an estimated accuracy of +/- 6 seconds.
 DO0041
 DO0041.The orthometric height was determined by differential leveling
 DO0041.and adjusted by the National Geodetic Survey in June 1991..
 DO0041
 DO0041.The geoid height was determined by GEOID03.
 DO0041
 DO0041.The dynamic height is computed by dividing the NAVD 88
 DO0041.geopotential number by the normal gravity value computed on the
 DO0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0041.degrees latitude (g = 980.6199 gals.).
 DO0041
 DO0041.The modeled gravity was interpolated from observed gravity values.
 DO0041
 DO0041;                    North         East    Units  Estimated Accuracy
 DO0041;SPC TXNC     - 2,235,640.      630,350.      MT  (+/- 180 meters Scaled)
 DO0041
 DO0041                          SUPERSEDED SURVEY CONTROL
 DO0041
 DO0041  NGVD 29 (??/??/92)  266.995  (m)          875.97   (f) ADJ UNCH    1 2
 DO0041
 DO0041.Superseded values are not recommended for survey control.
 DO0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0041.See file dsdata.txt to determine how the superseded data were derived.
 DO0041
 DO0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC766393(NAD 83)
 DO0041_MARKER: Q = CHISELED SQUARE
 DO0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0041_SP_SET: WALL
 DO0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0041
 DO0041  HISTORY     - Date     Condition        Report By
 DO0041  HISTORY     - UNK      MONUMENTED       BNRR
 DO0041  HISTORY     - 1933     GOOD             NGS
 DO0041  HISTORY     - 1950     MARK NOT FOUND   NGS
 DO0041
 DO0041                          STATION DESCRIPTION
 DO0041
 DO0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DO0041'2.2 MI SE FROM HENRIETTA.
 DO0041'2.2 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0041'HENRIETTA, CLAY COUNTY, AT BRIDGE 93.84, AND ON THE NORTHWEST CORNER
 DO0041'OF THE WEST PARAPET WALL.  A CHISELED SQUARE.
 DO0041
 DO0041                          STATION RECOVERY (1950)
 DO0041
 DO0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DO0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0610 ***********************************************************************
 AW0610  DESIGNATION -  93+87.8
 AW0610  PID         -  AW0610
 AW0610  STATE/COUNTY-  TX/GALVESTON
 AW0610  USGS QUAD   -  GALVESTON (1994)
 AW0610
 AW0610                         *CURRENT SURVEY CONTROL
 AW0610  ___________________________________________________________________
 AW0610* NAD 83(1986)-  29 15 08.     (N)    094 51 05.     (W)     SCALED    
 AW0610* NAVD 88     -         4.540  (meters)      14.89   (feet)  ADJUSTED  
 AW0610  ___________________________________________________________________
 AW0610  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0610  DYNAMIC HT  -           4.534 (meters)      14.88  (feet)  COMP
 AW0610  MODELED GRAV-     979,257.3   (mgal)                       NAVD 88
 AW0610
 AW0610  VERT ORDER  -  FIRST     CLASS I
 AW0610
 AW0610.The horizontal coordinates were scaled from a topographic map and have
 AW0610.an estimated accuracy of +/- 6 seconds.
 AW0610
 AW0610.The orthometric height was determined by differential leveling
 AW0610.and adjusted by the National Geodetic Survey in June 1991..
 AW0610
 AW0610.The geoid height was determined by GEOID03.
 AW0610
 AW0610.The dynamic height is computed by dividing the NAVD 88
 AW0610.geopotential number by the normal gravity value computed on the
 AW0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0610.degrees latitude (g = 980.6199 gals.).
 AW0610
 AW0610.The modeled gravity was interpolated from observed gravity values.
 AW0610
 AW0610;                    North         East    Units  Estimated Accuracy
 AW0610;SPC TXSC     - 4,164,400.    1,003,110.      MT  (+/- 180 meters Scaled)
 AW0610
 AW0610                          SUPERSEDED SURVEY CONTROL
 AW0610
 AW0610  NGVD 29 (12/23/87)    4.537  (m)           14.89   (f) ADJUSTED    1 1
 AW0610
 AW0610.Superseded values are not recommended for survey control.
 AW0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0610.See file dsdata.txt to determine how the superseded data were derived.
 AW0610
 AW0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN200373(NAD 83)
 AW0610_MARKER: DD = SURVEY DISK
 AW0610_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0610_SP_SET: SEAWALL
 AW0610_STAMPING: 93+87.8
 AW0610_MARK LOGO: USE   
 AW0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0610+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 AW0610
 AW0610  HISTORY     - Date     Condition        Report By
 AW0610  HISTORY     - UNK      MONUMENTED       USE
 AW0610  HISTORY     - 1964     GOOD             NGS
 AW0610  HISTORY     - 1978     GOOD             NGS
 AW0610  HISTORY     - 1986     GOOD             USPSQD
 AW0610  HISTORY     - 1987     GOOD             USPSQD
 AW0610  HISTORY     - 1987     GOOD             USPSQD
 AW0610  HISTORY     - 1987     GOOD             NGS
 AW0610  HISTORY     - 1988     GOOD             USPSQD
 AW0610  HISTORY     - 1988     GOOD             USPSQD
 AW0610  HISTORY     - 1988     GOOD             USPSQD
 AW0610  HISTORY     - 1988     GOOD             USPSQD
 AW0610  HISTORY     - 1989     GOOD             USPSQD
 AW0610  HISTORY     - 1989     GOOD             USPSQD
 AW0610  HISTORY     - 1989     GOOD             USPSQD
 AW0610  HISTORY     - 1989     GOOD             USPSQD
 AW0610  HISTORY     - 1989     GOOD             USPSQD
 AW0610  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0610  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0610  HISTORY     - 20020719 GOOD             USPSQD
 AW0610  HISTORY     - 20031207 GOOD             USPSQD
 AW0610  HISTORY     - 20040402 GOOD             USPSQD
 AW0610  HISTORY     - 20050502 GOOD             USPSQD
 AW0610
 AW0610                          STATION DESCRIPTION
 AW0610
 AW0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0610'4.75 MI SW FROM GALVESTON.
 AW0610'ABOUT 4.75 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0610'CENTER AT GALVESTON, ABOUT 1.5 MILES NORTHEAST OF 89TH STREET, ABOUT
 AW0610'0.1 MILE EAST OF THE NORTHEAST END OF THE HILL TOP MOTEL, 52 FEET
 AW0610'SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 11 FEET SOUTHWEST OF
 AW0610'THE SOUTHWEST HANDRAIL FOR A STAIRWAY LEADING DOWN TO THE BEACH, AND
 AW0610'SET IN THE CENTER OF THE TOP OF A 3-FOOT WIDE CONCRETE SEA WALL.
 AW0610
 AW0610                          STATION RECOVERY (1978)
 AW0610
 AW0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (1986)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (1987)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (1987)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (1987)
 AW0610
 AW0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0610'RECOVERED IN GOOD CONDITION.  THE 1964 DESCRIPTION STATES THAT THE
 AW0610'MONUMENTATION IS STAMPED 93+87.8 93+87.8 BUT IS ONLY STAMPED 93+87.8.
 AW0610
 AW0610                          STATION RECOVERY (1988)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (1988)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (1988)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (1988)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (1989)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (1989)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (1989)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (1989)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (1989)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (1989)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0610'MARK NOT FOUND.
 AW0610
 AW0610                          STATION RECOVERY (1989)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0610'MARK NOT FOUND.
 AW0610
 AW0610                          STATION RECOVERY (2002)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (2003)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0610'RECOVERED IN GOOD CONDITION.
 AW0610
 AW0610                          STATION RECOVERY (2004)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW0610'HILL TOP MOTEL NO LONGER EXISTS, THE LOCATION IS NOW A NEW LA QUINTA
 AW0610'INN AND SUITES.
 AW0610
 AW0610                          STATION RECOVERY (2005)
 AW0610
 AW0610'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AW0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0738 ***********************************************************************
 AY0738  DESIGNATION -  939
 AY0738  PID         -  AY0738
 AY0738  STATE/COUNTY-  TX/BEXAR
 AY0738  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0738
 AY0738                         *CURRENT SURVEY CONTROL
 AY0738  ___________________________________________________________________
 AY0738* NAD 83(1986)-  29 26 05.     (N)    098 31 34.     (W)     SCALED    
 AY0738* NAVD 88     -       210.405  (meters)     690.30   (feet)  ADJUSTED  
 AY0738  ___________________________________________________________________
 AY0738  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AY0738  DYNAMIC HT  -         210.099 (meters)     689.30  (feet)  COMP
 AY0738  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AY0738
 AY0738  VERT ORDER  -  FIRST     CLASS II
 AY0738
 AY0738.The horizontal coordinates were scaled from a topographic map and have
 AY0738.an estimated accuracy of +/- 6 seconds.
 AY0738
 AY0738.The orthometric height was determined by differential leveling
 AY0738.and adjusted by the National Geodetic Survey in June 1991..
 AY0738
 AY0738.The geoid height was determined by GEOID03.
 AY0738
 AY0738.The dynamic height is computed by dividing the NAVD 88
 AY0738.geopotential number by the normal gravity value computed on the
 AY0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0738.degrees latitude (g = 980.6199 gals.).
 AY0738
 AY0738.The modeled gravity was interpolated from observed gravity values.
 AY0738
 AY0738;                    North         East    Units  Estimated Accuracy
 AY0738;SPC TXSC     - 4,177,570.      645,970.      MT  (+/- 180 meters Scaled)
 AY0738
 AY0738                          SUPERSEDED SURVEY CONTROL
 AY0738
 AY0738  NGVD 29 (??/??/92)  210.282  (m)          689.90   (f) ADJ UNCH    1 2
 AY0738
 AY0738.Superseded values are not recommended for survey control.
 AY0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0738.See file dsdata.txt to determine how the superseded data were derived.
 AY0738
 AY0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT459562(NAD 83)
 AY0738_MARKER: DB = BENCH MARK DISK
 AY0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0738_STAMPING: 939
 AY0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0738+STABILITY: SURFACE MOTION
 AY0738
 AY0738  HISTORY     - Date     Condition        Report By
 AY0738  HISTORY     - UNK      MONUMENTED       CGS
 AY0738  HISTORY     - 1946     GOOD             NGS
 AY0738  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0738  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 AY0738
 AY0738                          STATION DESCRIPTION
 AY0738
 AY0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0738'IN SAN ANTONIO.
 AY0738'AT SAN ANTONIO, ALONG ZARZAMORA STREET, BETWEEN LEAL AND PEREZ
 AY0738'STREETS, APPROXIMATELY 225.0 FEET SOUTH OF THE SOUTH CURB LINE OF LEAL
 AY0738'STREET, 151.0 FEET NORTH OF THE NORTH CURB LINE OF PEREZ STREET, 32.3
 AY0738'FEET SOUTH OF THE CENTERLINE OF AN ALLEY, 21.3 FEET EAST OF THE
 AY0738'CENTERLINE OF ZARZAMORA STREET, 1.8 FEET EAST OF THE EAST CURB OF
 AY0738'ZARZAMORA STREET, SET IN THE TOP OF A CONCRETE POST, 1.0 FOOT
 AY0738'UNDERGROUND, SURROUNDED BY AN 8-INCH CONCRETE PIPE AND COVERED WITH A
 AY0738'CONCRETE CAP WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND AND 0.1 FOOT
 AY0738'ABOVE THE LEVEL OF THE CURB.
 AY0738
 AY0738                          STATION RECOVERY (1999)
 AY0738
 AY0738'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0738'MARK NOT FOUND.
 AY0738
 AY0738                          STATION RECOVERY (2003)
 AY0738
 AY0738'RECOVERY NOTE BY US POWER SQUADRON 2003
 AY0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0040 ***********************************************************************
 DO0040  DESIGNATION -  94
 DO0040  PID         -  DO0040
 DO0040  STATE/COUNTY-  TX/CLAY
 DO0040  USGS QUAD   -  HENRIETTA (1984)
 DO0040
 DO0040                         *CURRENT SURVEY CONTROL
 DO0040  ___________________________________________________________________
 DO0040* NAD 83(1986)-  33 47 33.     (N)    098 10 28.     (W)     SCALED    
 DO0040* NAVD 88     -       267.556  (meters)     877.81   (feet)  ADJUSTED  
 DO0040  ___________________________________________________________________
 DO0040  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DO0040  DYNAMIC HT  -         267.259 (meters)     876.83  (feet)  COMP
 DO0040  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 DO0040
 DO0040  VERT ORDER  -  FIRST     CLASS II
 DO0040
 DO0040.The horizontal coordinates were scaled from a topographic map and have
 DO0040.an estimated accuracy of +/- 6 seconds.
 DO0040
 DO0040.The orthometric height was determined by differential leveling
 DO0040.and adjusted by the National Geodetic Survey in June 1991..
 DO0040
 DO0040.The geoid height was determined by GEOID03.
 DO0040
 DO0040.The dynamic height is computed by dividing the NAVD 88
 DO0040.geopotential number by the normal gravity value computed on the
 DO0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0040.degrees latitude (g = 980.6199 gals.).
 DO0040
 DO0040.The modeled gravity was interpolated from observed gravity values.
 DO0040
 DO0040;                    North         East    Units  Estimated Accuracy
 DO0040;SPC TXNC     - 2,235,790.      630,150.      MT  (+/- 180 meters Scaled)
 DO0040
 DO0040                          SUPERSEDED SURVEY CONTROL
 DO0040
 DO0040  NGVD 29 (??/??/92)  267.488  (m)          877.58   (f) ADJ UNCH    1 2
 DO0040
 DO0040.Superseded values are not recommended for survey control.
 DO0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0040.See file dsdata.txt to determine how the superseded data were derived.
 DO0040
 DO0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC764394(NAD 83)
 DO0040_MARKER: Z = SEE DESCRIPTION
 DO0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0040_SP_SET: MILEPOST
 DO0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0040
 DO0040  HISTORY     - Date     Condition        Report By
 DO0040  HISTORY     - UNK      MONUMENTED       BNRR
 DO0040  HISTORY     - 1950     GOOD             NGS
 DO0040
 DO0040                          STATION DESCRIPTION
 DO0040
 DO0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0040'2.0 MI SE FROM HENRIETTA.
 DO0040'2.0 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0040'HENRIETTA, CLAY COUNTY, AND ON THE TOP OF MILEPOST 94.  THE TOP OF THE
 DO0040'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0957 ***********************************************************************
 AH0957  DESIGNATION -  94
 AH0957  PID         -  AH0957
 AH0957  STATE/COUNTY-  TX/NUECES
 AH0957  USGS QUAD   -  BANQUETE (1979)
 AH0957
 AH0957                         *CURRENT SURVEY CONTROL
 AH0957  ___________________________________________________________________
 AH0957* NAD 83(1986)-  27 48 09.     (N)    097 48 52.     (W)     SCALED    
 AH0957* NAVD 88     -        27.646  (meters)      90.70   (feet)  POSTED    
 AH0957  ___________________________________________________________________
 AH0957  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0957  DYNAMIC HT  -          27.600 (meters)      90.55  (feet)  COMP
 AH0957  MODELED GRAV-     979,112.6   (mgal)                       NAVD 88
 AH0957
 AH0957  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AH0957
 AH0957.The horizontal coordinates were scaled from a topographic map and have
 AH0957.an estimated accuracy of +/- 6 seconds.
 AH0957
 AH0957.The orthometric height was determined by differential leveling
 AH0957.and adjusted by the National Geodetic Survey in 1992..
 AH0957.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AH0957.rate of 2.1 thru 3.0 mm/km.
 AH0957
 AH0957.The geoid height was determined by GEOID03.
 AH0957
 AH0957.The dynamic height is computed by dividing the NAVD 88
 AH0957.geopotential number by the normal gravity value computed on the
 AH0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0957.degrees latitude (g = 980.6199 gals.).
 AH0957
 AH0957.The modeled gravity was interpolated from observed gravity values.
 AH0957
 AH0957;                    North         East    Units  Estimated Accuracy
 AH0957;SPC TX S     - 5,236,820.      367,550.      MT  (+/- 180 meters Scaled)
 AH0957
 AH0957                          SUPERSEDED SURVEY CONTROL
 AH0957
 AH0957  NGVD 29 (??/??/92)   27.732  (m)           90.98   (f) ADJ UNCH    1 2
 AH0957
 AH0957.Superseded values are not recommended for survey control.
 AH0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0957.See file dsdata.txt to determine how the superseded data were derived.
 AH0957
 AH0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR167758(NAD 83)
 AH0957_MARKER: P = PIPE CAP
 AH0957_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH0957_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AH0957_STAMPING: 94 90.98 1920
 AH0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0957
 AH0957  HISTORY     - Date     Condition        Report By
 AH0957  HISTORY     - 1920     MONUMENTED       USGS
 AH0957  HISTORY     - 1932     GOOD             NGS
 AH0957  HISTORY     - 1951     MARK NOT FOUND   NGS
 AH0957
 AH0957                          STATION DESCRIPTION
 AH0957
 AH0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 AH0957'1.0 MI W FROM BANQUETE.
 AH0957'ON THE TEXAS-MEXICAN RR. 15 FT. N OF MILE POST 136, ALONG RIGHT OF WAY
 AH0957'BETWEEN RAILROAD AND ROAD.
 AH0957
 AH0957                          STATION RECOVERY (1951)
 AH0957
 AH0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6442 ***********************************************************************
 AW6442  DESIGNATION -  940 00 450L USE 1948
 AW6442  PID         -  AW6442
 AW6442  STATE/COUNTY-  TX/HARRIS
 AW6442  USGS QUAD   -  PASADENA (1995)
 AW6442
 AW6442                         *CURRENT SURVEY CONTROL
 AW6442  ___________________________________________________________________
 AW6442* NAD 83(1993)-  29 44 17.08075(N)    095 12 18.51333(W)     ADJUSTED  
 AW6442* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6442  ___________________________________________________________________
 AW6442  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW6442  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6442
 AW6442  HORZ ORDER  -  THIRD
 AW6442
 AW6442.The horizontal coordinates were established by classical geodetic methods
 AW6442.and adjusted by the National Geodetic Survey in February 1996..
 AW6442
 AW6442.The orthometric height was scaled from a topographic map.
 AW6442
 AW6442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6442
 AW6442.The geoid height was determined by GEOID03.
 AW6442
 AW6442;                    North         East     Units Scale Factor Converg.
 AW6442;SPC TXSC     - 4,217,052.435   967,003.812   MT  0.99988791   +1 51 32.9
 AW6442;SPC TXSC     -13,835,446.20  3,172,578.34   sFT  0.99988791   +1 51 32.9
 AW6442;UTM  15      - 3,291,799.191   286,735.882   MT  1.00016120   -1 05 39.3
 AW6442
 AW6442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6442!SPC TXSC     -   1.00000395  x   0.99988791  =   0.99989186
 AW6442!UTM  15      -   1.00000395  x   1.00016120  =   1.00016516
 AW6442
 AW6442:                Primary Azimuth Mark                     Grid Az
 AW6442:SPC TXSC     -  981 00 450L USE 1955                     207 02 18.3
 AW6442:UTM  15      -  981 00 450L USE 1955                     209 59 30.5
 AW6442
 AW6442|---------------------------------------------------------------------|
 AW6442| PID    Reference Object                     Distance      Geod. Az  |
 AW6442|                                                           dddmmss.s |
 AW6442| AW6441 981 00 450L USE 1955                APPROX. 1.2 KM 2085351.2 |
 AW6442|---------------------------------------------------------------------|
 AW6442
 AW6442                          SUPERSEDED SURVEY CONTROL
 AW6442
 AW6442  NAD 83(1986)-  29 44 17.09584(N)    095 12 18.49412(W) AD(       ) 3
 AW6442  NAD 27      -  29 44 16.27381(N)    095 12 17.73455(W) AD(       ) 3
 AW6442
 AW6442.Superseded values are not recommended for survey control.
 AW6442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6442.See file dsdata.txt to determine how the superseded data were derived.
 AW6442
 AW6442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8673691799(NAD 83)
 AW6442_MARKER: DD = SURVEY DISK
 AW6442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6442+STABILITY: SURFACE MOTION
 AW6442
 AW6442  HISTORY     - Date     Condition        Report By
 AW6442  HISTORY     - 1948     MONUMENTED       USE
 AW6442  HISTORY     - 1955     GOOD             CGS
 AW6442  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 AW6442
 AW6442                          STATION DESCRIPTION
 AW6442
 AW6442'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6442'LOCATED 0.9 MI. NE OF THE WASHBURN TUNNEL CROSSING, ALONG
 AW6442'THE NW BANK OF THE HOUSTON SHIP CHANNEL, APPROXIMATELY 500
 AW6442'FT. SW OF HUNTING BAYOU, 248 FT. SW OF LIGHT NO. 90, 56 FT. NW
 AW6442'OF THE BANK OF THE SHIP CHANNEL, AND 57 FT. E OF THE BASE
 AW6442'OF THE LEVEE.
 AW6442'
 AW6442'A U.S.E. DISK, STAMPED 940+00 450 AND SET IN THE TOP OF A
 AW6442'15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6442'
 AW6442'THE FIGURES 1948 ARE CAST IN THE CONCRETE MONUMENT.
 AW6442'
 AW6442'THIS IS A TRAVERSE STATION.
 AW6442
 AW6442                          STATION RECOVERY (1998)
 AW6442
 AW6442'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0699 ***********************************************************************
 AY0699  DESIGNATION -  940 TXGS
 AY0699  PID         -  AY0699
 AY0699  STATE/COUNTY-  TX/BEXAR
 AY0699  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0699
 AY0699                         *CURRENT SURVEY CONTROL
 AY0699  ___________________________________________________________________
 AY0699* NAD 83(1986)-  29 26 39.     (N)    098 31 30.     (W)     SCALED    
 AY0699* NAVD 88     -       206.174  (meters)     676.42   (feet)  ADJUSTED  
 AY0699  ___________________________________________________________________
 AY0699  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AY0699  DYNAMIC HT  -         205.874 (meters)     675.44  (feet)  COMP
 AY0699  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AY0699
 AY0699  VERT ORDER  -  FIRST     CLASS II
 AY0699
 AY0699.The horizontal coordinates were scaled from a topographic map and have
 AY0699.an estimated accuracy of +/- 6 seconds.
 AY0699
 AY0699.The orthometric height was determined by differential leveling
 AY0699.and adjusted by the National Geodetic Survey in June 1991..
 AY0699
 AY0699.The geoid height was determined by GEOID03.
 AY0699
 AY0699.The dynamic height is computed by dividing the NAVD 88
 AY0699.geopotential number by the normal gravity value computed on the
 AY0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0699.degrees latitude (g = 980.6199 gals.).
 AY0699
 AY0699.The modeled gravity was interpolated from observed gravity values.
 AY0699
 AY0699;                    North         East    Units  Estimated Accuracy
 AY0699;SPC TXSC     - 4,178,620.      646,080.      MT  (+/- 180 meters Scaled)
 AY0699
 AY0699                          SUPERSEDED SURVEY CONTROL
 AY0699
 AY0699  NGVD 29 (??/??/92)  206.049  (m)          676.01   (f) ADJ UNCH    1 2
 AY0699
 AY0699.Superseded values are not recommended for survey control.
 AY0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0699.See file dsdata.txt to determine how the superseded data were derived.
 AY0699
 AY0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT460572(NAD 83)
 AY0699_MARKER: DB = BENCH MARK DISK
 AY0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0699_STAMPING: 940
 AY0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0699+STABILITY: SURFACE MOTION
 AY0699
 AY0699  HISTORY     - Date     Condition        Report By
 AY0699  HISTORY     - UNK      MONUMENTED       TXGS
 AY0699  HISTORY     - 1946     GOOD             NGS
 AY0699  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0699  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0699  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 AY0699
 AY0699                          STATION DESCRIPTION
 AY0699
 AY0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0699'IN SAN ANTONIO.
 AY0699'AT SAN ANTONIO, ALONG ZARZAMORA STREET, BETWEEN WEST LAUREL AND CARTER
 AY0699'STREETS, 52.7 FEET NORTH OF THE NORTH CURB LINE OF WEST LAUREL STREET,
 AY0699'43.0 FEET SOUTH OF THE SOUTHCURB LINE OF CARTER STREET, 21.0 FEET WEST
 AY0699'OF THE CENTERLINE OF ZARZAMORA STREET, 1.4 FOOT WEST OF THE WEST CURB
 AY0699'OF ZARZAMORA STREET, 3.5 FEET EAST OF THE EAST EDGE OF SIDEWALK, SET
 AY0699'IN THE TOP OF A CONCRETE POST, 1.5 FOOT UNDERGROUND, SURROUNDED BY AN
 AY0699'8-INCH CONCRETE PIPE COVERED WITH A CONCRETE CAP WHICH IS 0.4 FOOT
 AY0699'UNDERGROUND.
 AY0699
 AY0699                          STATION RECOVERY (1982)
 AY0699
 AY0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0699'SEARCHED FOR AND NOT RECOVERED THIS DATE, STREET WIDENED.
 AY0699
 AY0699                          STATION RECOVERY (1999)
 AY0699
 AY0699'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0699'MARK NOT FOUND.
 AY0699
 AY0699                          STATION RECOVERY (2003)
 AY0699
 AY0699'RECOVERY NOTE BY US POWER SQUADRON 2003
 AY0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3636 ***********************************************************************
 AW3636  DESIGNATION -  942+48.43 450 PC 1948
 AW3636  PID         -  AW3636
 AW3636  STATE/COUNTY-  TX/HARRIS
 AW3636  USGS QUAD   -  PASADENA (1995)
 AW3636
 AW3636                         *CURRENT SURVEY CONTROL
 AW3636  ___________________________________________________________________
 AW3636* NAD 83(1986)-  29 44 15.     (N)    095 12 17.     (W)     SCALED    
 AW3636* NAVD 88     -         3.97   (+/-2cm)      13.0    (feet)  VERTCON   
 AW3636  ___________________________________________________________________
 AW3636  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3636
 AW3636  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3636
 AW3636.The horizontal coordinates were scaled from a topographic map and have
 AW3636.an estimated accuracy of +/- 6 seconds.
 AW3636
 AW3636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3636.The vertical order pertains to the NGVD 29 superseded value.
 AW3636
 AW3636.The geoid height was determined by GEOID03.
 AW3636
 AW3636;                    North         East    Units  Estimated Accuracy
 AW3636;SPC TXSC     - 4,216,990.      967,050.      MT  (+/- 180 meters Scaled)
 AW3636
 AW3636                          SUPERSEDED SURVEY CONTROL
 AW3636
 AW3636  NGVD 29 (??/??/92)    3.968  (m)           13.02   (f) ADJ UNCH    1 2
 AW3636
 AW3636.Superseded values are not recommended for survey control.
 AW3636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3636.See file dsdata.txt to determine how the superseded data were derived.
 AW3636
 AW3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN867917(NAD 83)
 AW3636_MARKER: DD = SURVEY DISK
 AW3636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3636_STAMPING: 942+48.43 P C 450 1948
 AW3636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3636+STABILITY: SURFACE MOTION
 AW3636
 AW3636  HISTORY     - Date     Condition        Report By
 AW3636  HISTORY     - 1948     MONUMENTED       USE
 AW3636  HISTORY     - 1959     GOOD             NGS
 AW3636  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3636
 AW3636                          STATION DESCRIPTION
 AW3636
 AW3636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3636'1.0 MI NE FROM PASADENA.
 AW3636'ABOUT 1.0 MILE NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3636'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE NORTHWEST BANK OF
 AW3636'THE SHIP CHANNEL, ABOUT 0.1 MILE SOUTHWEST OF BEACON LIGHT 160, 55
 AW3636'FEET SOUTHEAST OF A DIRT LEVEE, 29 FEET NORTHWEST OF THE HIGH WATER
 AW3636'LINE, ON THE SOUTH SIDE OF A CLAY MOUND, 17 1/2 FEET SOUTH OF A TALL
 AW3636'TREE COVERED WITH VINES, AND IN THE TOP OF A CONCRETE POST, POURED IN
 AW3636'PLACE, FLUSH WITH THE GROUND.
 AW3636
 AW3636                          STATION RECOVERY (1964)
 AW3636
 AW3636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5501 ***********************************************************************
 AA5501  DESIGNATION -  944 E
 AA5501  PID         -  AA5501
 AA5501  STATE/COUNTY-  TX/TARRANT
 AA5501  USGS QUAD   -  EULESS (1981)
 AA5501
 AA5501                         *CURRENT SURVEY CONTROL
 AA5501  ___________________________________________________________________
 AA5501* NAD 83(1993)-  32 49 19.62338(N)    097 07 07.86746(W)     ADJUSTED  
 AA5501* NAVD 88     -       156.7    (meters)     514.     (feet)  GPS OBS   
 AA5501  ___________________________________________________________________
 AA5501  X           -    -664,911.046 (meters)                     COMP
 AA5501  Y           -  -5,323,942.195 (meters)                     COMP
 AA5501  Z           -   3,437,467.026 (meters)                     COMP
 AA5501  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 AA5501  ELLIP HEIGHT-         129.24  (meters)          (02/16/96) GPS OBS
 AA5501  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AA5501
 AA5501  HORZ ORDER  -  FIRST
 AA5501  ELLP ORDER  -  FIFTH     CLASS I
 AA5501
 AA5501.The horizontal coordinates were established by GPS observations
 AA5501.and adjusted by the National Geodetic Survey in February 1996..
 AA5501
 AA5501.The orthometric height was determined by GPS observations and a
 AA5501.high-resolution geoid model.
 AA5501
 AA5501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5501
 AA5501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5501
 AA5501.The ellipsoidal height was determined by GPS observations
 AA5501.and is referenced to NAD 83.
 AA5501
 AA5501.The geoid height was determined by GEOID03.
 AA5501
 AA5501;                    North         East     Units Scale Factor Converg.
 AA5501;SPC TXNC     - 2,128,977.724   729,311.928   MT  0.99988060   +0 45 11.8
 AA5501;SPC TXNC     - 6,984,821.08  2,392,750.88   sFT  0.99988060   +0 45 11.8
 AA5501;UTM  14      - 3,633,134.405   676,093.932   MT  0.99998237   +1 01 11.7
 AA5501
 AA5501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5501!SPC TXNC     -   0.99997971  x   0.99988060  =   0.99986031
 AA5501!UTM  14      -   0.99997971  x   0.99998237  =   0.99996208
 AA5501
 AA5501                          SUPERSEDED SURVEY CONTROL
 AA5501
 AA5501  NAD 83(1993)-  32 49 19.62341(N)    097 07 07.86746(W) AD(       ) 1
 AA5501  ELLIP H (06/13/95)  129.24   (m)                       GP(       ) 3 1
 AA5501
 AA5501.Superseded values are not recommended for survey control.
 AA5501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5501.See file dsdata.txt to determine how the superseded data were derived.
 AA5501
 AA5501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7609433134(NAD 83)
 AA5501_MARKER: S = SPIKE
 AA5501_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AA5501_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA5501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5501+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5501
 AA5501  HISTORY     - Date     Condition        Report By
 AA5501  HISTORY     - 1993     MONUMENTED       LOCSUR
 AA5501  HISTORY     - 20021228 MARK NOT FOUND   GEOCAC
 AA5501  HISTORY     - 20040418 MARK NOT FOUND   USPSQD
 AA5501
 AA5501                          STATION DESCRIPTION
 AA5501
 AA5501'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (JBD)
 AA5501'TO REACH THE STATION FROM THE MAIN ROAD CROSSING IN EULESS, GO WEST ON
 AA5501'HIGHWAY NO 183 3.86 KM (2.40 MI) TO THE MARK ON THE RIGHT OR NORTH.
 AA5501'THE MARK IS A RAILROAD SPIKE DRIVEN INTO THE GROUND IN THE CENTER OF A
 AA5501'TRAFFIC ISLAND IN THE CENTER OF A PAVED ROAD LEADING NORTH FROM
 AA5501'HIGHWAY 183. THIS POINT WAS USED AS AN ECCENTRIC OCCUPATION OF BM N
 AA5501'944 WHICH IS APPROXIMATELY 12.2 M (40.03 FT) WEST OF THE MARK.
 AA5501
 AA5501                          STATION RECOVERY (2002)
 AA5501
 AA5501'RECOVERY NOTE BY GEOCACHING 2002
 AA5501'I FOUND AN ORANGE 'X' PAINTED ON THE GROUND WITH A LITTLE FLAG
 AA5501'STICKING UP OUT OF THE MIDDLE OF IT, BUT NO RAILROAD SPIKE.
 AA5501
 AA5501                          STATION RECOVERY (2004)
 AA5501
 AA5501'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 AA5501'THE 40 FOOT DISTANCE EAST OF N944 FALLS NEAR THE WEST CONCRETE CURB OF
 AA5501'A TRAFFIC ISLAND.  WITHOUT THE USE OF A MAGNETIC LOCATOR OR
 AA5501'DIFFERENTIAL GPS, THE STEEL SPIKE WAS NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0722 ***********************************************************************
 AY0722  DESIGNATION -  945 TXGS
 AY0722  PID         -  AY0722
 AY0722  STATE/COUNTY-  TX/BEXAR
 AY0722  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0722
 AY0722                         *CURRENT SURVEY CONTROL
 AY0722  ___________________________________________________________________
 AY0722* NAD 83(1986)-  29 28 07.     (N)    098 31 33.     (W)     SCALED    
 AY0722* NAVD 88     -       227.837  (meters)     747.50   (feet)  ADJUSTED  
 AY0722  ___________________________________________________________________
 AY0722  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AY0722  DYNAMIC HT  -         227.505 (meters)     746.41  (feet)  COMP
 AY0722  MODELED GRAV-     979,182.6   (mgal)                       NAVD 88
 AY0722
 AY0722  VERT ORDER  -  FIRST     CLASS II
 AY0722
 AY0722.The horizontal coordinates were scaled from a topographic map and have
 AY0722.an estimated accuracy of +/- 6 seconds.
 AY0722
 AY0722.The orthometric height was determined by differential leveling
 AY0722.and adjusted by the National Geodetic Survey in June 1991..
 AY0722
 AY0722.The geoid height was determined by GEOID03.
 AY0722
 AY0722.The dynamic height is computed by dividing the NAVD 88
 AY0722.geopotential number by the normal gravity value computed on the
 AY0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0722.degrees latitude (g = 980.6199 gals.).
 AY0722
 AY0722.The modeled gravity was interpolated from observed gravity values.
 AY0722
 AY0722;                    North         East    Units  Estimated Accuracy
 AY0722;SPC TXSC     - 4,181,330.      645,990.      MT  (+/- 180 meters Scaled)
 AY0722
 AY0722                          SUPERSEDED SURVEY CONTROL
 AY0722
 AY0722  NGVD 29 (??/??/92)  227.711  (m)          747.08   (f) ADJ UNCH    1 2
 AY0722
 AY0722.Superseded values are not recommended for survey control.
 AY0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0722.See file dsdata.txt to determine how the superseded data were derived.
 AY0722
 AY0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT459599(NAD 83)
 AY0722_MARKER: DB = BENCH MARK DISK
 AY0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0722_STAMPING: 945
 AY0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0722+STABILITY: SURFACE MOTION
 AY0722
 AY0722  HISTORY     - Date     Condition        Report By
 AY0722  HISTORY     - UNK      MONUMENTED       TXGS
 AY0722  HISTORY     - 1946     GOOD             NGS
 AY0722  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0722  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0722  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 AY0722
 AY0722                          STATION DESCRIPTION
 AY0722
 AY0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0722'IN SAN ANTONIO.
 AY0722'AT SAN ANTONIO, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF WEST
 AY0722'AVENUE AND SAN FRANCISCO STREET, 21.2 FEET EAST OF THE CENTERLINE OF
 AY0722'WEST AVENUE, 27.6 FEET SOUTH OF THE CENTERLINE OF SAN FRANCISCO
 AY0722'STREET, 3.1 FEET EAST OF THE EAST CURB OF WEST AVENUE, 10.7 FEET SOUTH
 AY0722'OF THE SOUTH CURB OF SAN FRANCISCO STREET, SET IN THE TOP OF A
 AY0722'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AY0722
 AY0722                          STATION RECOVERY (1982)
 AY0722
 AY0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0722'MARK FOUND BROKEN OFF.  DISK NOT RECOVERED.
 AY0722
 AY0722                          STATION RECOVERY (1999)
 AY0722
 AY0722'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0722'MARK NOT FOUND.
 AY0722
 AY0722                          STATION RECOVERY (2003)
 AY0722
 AY0722'RECOVERY NOTE BY US POWER SQUADRON 2003
 AY0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3638 ***********************************************************************
 AW3638  DESIGNATION -  945+00 400
 AW3638  PID         -  AW3638
 AW3638  STATE/COUNTY-  TX/HARRIS
 AW3638  USGS QUAD   -  PASADENA (1995)
 AW3638
 AW3638                         *CURRENT SURVEY CONTROL
 AW3638  ___________________________________________________________________
 AW3638* NAD 83(1986)-  29 44 13.     (N)    095 12 20.     (W)     SCALED    
 AW3638* NAVD 88     -         4.34   (+/-2cm)      14.2    (feet)  VERTCON   
 AW3638  ___________________________________________________________________
 AW3638  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3638
 AW3638  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3638
 AW3638.The horizontal coordinates were scaled from a topographic map and have
 AW3638.an estimated accuracy of +/- 6 seconds.
 AW3638
 AW3638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3638.The vertical order pertains to the NGVD 29 superseded value.
 AW3638
 AW3638.The geoid height was determined by GEOID03.
 AW3638
 AW3638;                    North         East    Units  Estimated Accuracy
 AW3638;SPC TXSC     - 4,216,930.      966,970.      MT  (+/- 180 meters Scaled)
 AW3638
 AW3638                          SUPERSEDED SURVEY CONTROL
 AW3638
 AW3638  NGVD 29 (??/??/92)    4.335  (m)           14.22   (f) ADJ UNCH    1 2
 AW3638
 AW3638.Superseded values are not recommended for survey control.
 AW3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3638.See file dsdata.txt to determine how the superseded data were derived.
 AW3638
 AW3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN866916(NAD 83)
 AW3638_MARKER: DD = SURVEY DISK
 AW3638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3638_STAMPING: 945+00 400 1948
 AW3638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3638+STABILITY: SURFACE MOTION
 AW3638
 AW3638  HISTORY     - Date     Condition        Report By
 AW3638  HISTORY     - 1948     MONUMENTED       USE
 AW3638  HISTORY     - 1959     GOOD             NGS
 AW3638  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3638
 AW3638                          STATION DESCRIPTION
 AW3638
 AW3638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3638'0.9 MI NE FROM PASADENA.
 AW3638'ABOUT 0.9 MILE NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3638'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE NORTHWEST BANK OF
 AW3638'THE SHIP CHANNEL, IN A DENSE THICKET, 14 FEET NORTH OF THE HIGH WATER
 AW3638'LINE, 50 FEET SOUTHEAST OF BENCH MARK 945+00 450 1946, 4 FEET EAST OF
 AW3638'A 12-INCH BLAZED HACKBERRY TREE, AND IN THE TOP OF A CONCRETE POST,
 AW3638'POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3638
 AW3638                          STATION RECOVERY (1964)
 AW3638
 AW3638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3637 ***********************************************************************
 AW3637  DESIGNATION -  945+00 450 1946
 AW3637  PID         -  AW3637
 AW3637  STATE/COUNTY-  TX/HARRIS
 AW3637  USGS QUAD   -  PASADENA (1995)
 AW3637
 AW3637                         *CURRENT SURVEY CONTROL
 AW3637  ___________________________________________________________________
 AW3637* NAD 83(1986)-  29 44 13.     (N)    095 12 20.     (W)     SCALED    
 AW3637* NAVD 88     -         4.58   (+/-2cm)      15.0    (feet)  VERTCON   
 AW3637  ___________________________________________________________________
 AW3637  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3637
 AW3637  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3637
 AW3637.The horizontal coordinates were scaled from a topographic map and have
 AW3637.an estimated accuracy of +/- 6 seconds.
 AW3637
 AW3637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3637.The vertical order pertains to the NGVD 29 superseded value.
 AW3637
 AW3637.The geoid height was determined by GEOID03.
 AW3637
 AW3637;                    North         East    Units  Estimated Accuracy
 AW3637;SPC TXSC     - 4,216,930.      966,970.      MT  (+/- 180 meters Scaled)
 AW3637
 AW3637                          SUPERSEDED SURVEY CONTROL
 AW3637
 AW3637  NGVD 29 (??/??/92)    4.574  (m)           15.01   (f) ADJ UNCH    1 2
 AW3637
 AW3637.Superseded values are not recommended for survey control.
 AW3637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3637.See file dsdata.txt to determine how the superseded data were derived.
 AW3637
 AW3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN866916(NAD 83)
 AW3637_MARKER: DD = SURVEY DISK
 AW3637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3637_STAMPING: 945+00 450 1946
 AW3637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3637+STABILITY: SURFACE MOTION
 AW3637
 AW3637  HISTORY     - Date     Condition        Report By
 AW3637  HISTORY     - 1946     MONUMENTED       USE
 AW3637  HISTORY     - 1959     GOOD             NGS
 AW3637  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3637
 AW3637                          STATION DESCRIPTION
 AW3637
 AW3637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3637'0.9 MI NE FROM PASADENA.
 AW3637'ABOUT 0.9 MILE NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3637'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE NORTHWEST BANK OF
 AW3637'THE SHIP CHANNEL, 55 FEET SOUTHEAST OF A DIRT LEVEE, 64 FEET NORTHWEST
 AW3637'OF THE HIGH WATER LINE, 50 FEET NORTHWEST OF BENCH MARK 945+00 400
 AW3637'(U.S.E.), 2 FEET SOUTH OF A 2 X 4-INCH WOODEN POST, AND IN THE TOP OF
 AW3637'A CONCRETE POST, POURED IN PLACE, 2 INCHES BELOW THE SURFACE.
 AW3637
 AW3637                          STATION RECOVERY (1964)
 AW3637
 AW3637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0407 ***********************************************************************
 GK0407  DESIGNATION -  95
 GK0407  PID         -  GK0407
 GK0407  STATE/COUNTY-  TX/HANSFORD
 GK0407  USGS QUAD   -  MORSE SE (1974)
 GK0407
 GK0407                         *CURRENT SURVEY CONTROL
 GK0407  ___________________________________________________________________
 GK0407* NAD 83(1986)-  36 06 49.     (N)    101 21 47.     (W)     SCALED    
 GK0407* NAVD 88     -       978.71   (+/-2cm)    3211.0    (feet)  VERTCON   
 GK0407  ___________________________________________________________________
 GK0407  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 GK0407
 GK0407  VERT ORDER  -  ? (See Below)
 GK0407
 GK0407.The horizontal coordinates were scaled from a topographic map and have
 GK0407.an estimated accuracy of +/- 6 seconds.
 GK0407
 GK0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0407.The vertical order pertains to the NGVD 29 superseded value.
 GK0407
 GK0407.The geoid height was determined by GEOID03.
 GK0407
 GK0407;                    North         East    Units  Estimated Accuracy
 GK0407;SPC TX N     - 1,234,490.      212,330.      MT  (+/- 180 meters Scaled)
 GK0407
 GK0407                          SUPERSEDED SURVEY CONTROL
 GK0407
 GK0407  NGVD 29 (??/??/92)  978.258  (m)         3209.50   (f) ADJ UNCH    ?  
 GK0407
 GK0407.Superseded values are not recommended for survey control.
 GK0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0407.See file dsdata.txt to determine how the superseded data were derived.
 GK0407
 GK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE873991(NAD 83)
 GK0407_MARKER: B = BOLT
 GK0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0407+STABILITY: SURFACE MOTION
 GK0407
 GK0407  HISTORY     - Date     Condition        Report By
 GK0407  HISTORY     - UNK      MONUMENTED
 GK0407  HISTORY     - 1935     GOOD             NGS
 GK0407
 GK0407                          STATION DESCRIPTION
 GK0407
 GK0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GK0407'1.4 MI SW FROM MCKIBBEN.
 GK0407'1.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0407'STATION AT MCKIBBEN, 56.6 FEET SOUTHEAST OF MILEPOST 95, 45.4 FEET
 GK0407'SOUTHEAST OF THE SOUTHEAST RAIL, AND 2.3 FEET NORTHWEST OF THE
 GK0407'RIGHT-OF-WAY FENCE.  AN IRON BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0318 ***********************************************************************
 DO0318  DESIGNATION -  950.02
 DO0318  PID         -  DO0318
 DO0318  STATE/COUNTY-  TX/WICHITA
 DO0318  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0318
 DO0318                         *CURRENT SURVEY CONTROL
 DO0318  ___________________________________________________________________
 DO0318* NAD 83(1986)-  33 55 16.     (N)    098 29 49.     (W)     SCALED    
 DO0318* NAVD 88     -       289.802  (meters)     950.79   (feet)  ADJUSTED  
 DO0318  ___________________________________________________________________
 DO0318  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DO0318  DYNAMIC HT  -         289.484 (meters)     949.75  (feet)  COMP
 DO0318  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 DO0318
 DO0318  VERT ORDER  -  FIRST     CLASS II
 DO0318
 DO0318.The horizontal coordinates were scaled from a topographic map and have
 DO0318.an estimated accuracy of +/- 6 seconds.
 DO0318
 DO0318.The orthometric height was determined by differential leveling
 DO0318.and adjusted by the National Geodetic Survey in June 1991..
 DO0318
 DO0318.The geoid height was determined by GEOID03.
 DO0318
 DO0318.The dynamic height is computed by dividing the NAVD 88
 DO0318.geopotential number by the normal gravity value computed on the
 DO0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0318.degrees latitude (g = 980.6199 gals.).
 DO0318
 DO0318.The modeled gravity was interpolated from observed gravity values.
 DO0318
 DO0318;                    North         East    Units  Estimated Accuracy
 DO0318;SPC TXNC     - 2,250,010.      600,280.      MT  (+/- 180 meters Scaled)
 DO0318
 DO0318                          SUPERSEDED SURVEY CONTROL
 DO0318
 DO0318  NGVD 29 (??/??/92)  289.723  (m)          950.53   (f) ADJ UNCH    1 2
 DO0318
 DO0318.Superseded values are not recommended for survey control.
 DO0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0318.See file dsdata.txt to determine how the superseded data were derived.
 DO0318
 DO0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC464535(NAD 83)
 DO0318_MARKER: Q = CHISELED SQUARE
 DO0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0318_SP_SET: BRIDGE
 DO0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0318
 DO0318  HISTORY     - Date     Condition        Report By
 DO0318  HISTORY     - UNK      MONUMENTED       BNRR
 DO0318  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0318  HISTORY     - 20010525 GOOD             USPSQD
 DO0318
 DO0318                          STATION DESCRIPTION
 DO0318
 DO0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0318'0.5 MI NW FROM WICHITA FALLS.
 DO0318'0.5 MILE NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0318'WICHITA FALLS, WICHITA COUNTY, AT THE BRIDGE CROSSING WICHITA RIVER,
 DO0318'ON THE NORTH BRIDGE SEAT, AND AT THE WEST END.  A CHISELED SQUARE.
 DO0318'NOTE-- THE CHISELED SQUARE COULD NOT BE IDENTIFIED.
 DO0318
 DO0318                          STATION RECOVERY (2001)
 DO0318
 DO0318'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0753 ***********************************************************************
 AW0753  DESIGNATION -  954
 AW0753  PID         -  AW0753
 AW0753  STATE/COUNTY-  TX/HARRIS
 AW0753  USGS QUAD   -  MONT BELVIEU (1994)
 AW0753
 AW0753                         *CURRENT SURVEY CONTROL
 AW0753  ___________________________________________________________________
 AW0753* NAD 83(1986)-  29 49 53.     (N)    094 58 16.     (W)     SCALED    
 AW0753* NAVD 88     -        11.116  (meters)      36.47   (feet)  ADJUSTED  
 AW0753  ___________________________________________________________________
 AW0753  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0753  DYNAMIC HT  -          11.101 (meters)      36.42  (feet)  COMP
 AW0753  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 AW0753
 AW0753  VERT ORDER  -  FIRST     CLASS II
 AW0753
 AW0753.The horizontal coordinates were scaled from a topographic map and have
 AW0753.an estimated accuracy of +/- 6 seconds.
 AW0753
 AW0753.The orthometric height was determined by differential leveling
 AW0753.and adjusted by the National Geodetic Survey in June 1991..
 AW0753
 AW0753.The geoid height was determined by GEOID03.
 AW0753
 AW0753.The dynamic height is computed by dividing the NAVD 88
 AW0753.geopotential number by the normal gravity value computed on the
 AW0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0753.degrees latitude (g = 980.6199 gals.).
 AW0753
 AW0753.The modeled gravity was interpolated from observed gravity values.
 AW0753
 AW0753;                    North         East    Units  Estimated Accuracy
 AW0753;SPC TXSC     - 4,228,150.      989,270.      MT  (+/- 180 meters Scaled)
 AW0753
 AW0753                          SUPERSEDED SURVEY CONTROL
 AW0753
 AW0753  NGVD 29 (12/23/87)   11.114  (m)           36.46   (f) ADJUSTED    1 2
 AW0753
 AW0753.Superseded values are not recommended for survey control.
 AW0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0753.See file dsdata.txt to determine how the superseded data were derived.
 AW0753
 AW0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP095017(NAD 83)
 AW0753_MARKER: Z = SEE DESCRIPTION
 AW0753_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW0753_SP_SET: WELL CASING
 AW0753_MARK LOGO: NONE  
 AW0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0753+STABILITY: SURFACE MOTION
 AW0753
 AW0753  HISTORY     - Date     Condition        Report By
 AW0753  HISTORY     - UNK      MONUMENTED       USGS
 AW0753  HISTORY     - 1963     GOOD             NGS
 AW0753  HISTORY     - 1978     GOOD             NGS
 AW0753  HISTORY     - 1987     GOOD             NGS
 AW0753  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AW0753
 AW0753                          STATION DESCRIPTION
 AW0753
 AW0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW0753'5.75 MI N FROM CEDAR BAYOU.
 AW0753'ABOUT 3.85 MILES NORTH ALONG THE CROSBY-CEDAR BAYOU ROAD FROM THE
 AW0753'ASSEMBLY OF GOD CHURCH AT CEDAR BAYOU, THENCE 0.2 MILE WEST ALONG U.S.
 AW0753'INTERSTATE HIGHWAY 10, THENCE 1.7 MILES NORTH ALONG CROSBY-CEDAR BAYOU
 AW0753'ROAD, OR 1.75 MILES NORTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE
 AW0753'POST OFFICE AT HIGHLANDS, THENCE 4.4 MILES EAST ALONG BARBERS HILL
 AW0753'ROAD, THENCE 0.7 MILE EAST ALONG FARM ROAD 1942, THENCE 1.0 MILE SOUTH
 AW0753'ALONG THE CROSBY-CEDAR BAYOU ROAD, AT THE H.A. BROWN FARM, 41 FEET
 AW0753'SOUTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 11 1/2 FEET NORTHEAST OF
 AW0753'THE NORTHWEST CORNER OF A SMALL BUILDING, 8 1/2 FEET SOUTH OF A
 AW0753'12-INCH COTTONWOOD TREE, 1.8 FEET ABOVE THE LEVEL OF THE GROUND, THE
 AW0753'HIGH POINT ON THE EAST EDGE OF A 2 1/2 -INCH WELL CASING.
 AW0753
 AW0753                          STATION RECOVERY (1978)
 AW0753
 AW0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0753'RECOVERED IN GOOD CONDITION.
 AW0753
 AW0753                          STATION RECOVERY (1987)
 AW0753
 AW0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0753'RECOVERED IN GOOD CONDITION.
 AW0753
 AW0753                          STATION RECOVERY (1997)
 AW0753
 AW0753'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3639 ***********************************************************************
 AW3639  DESIGNATION -  956+35.74 400 PT 1948
 AW3639  PID         -  AW3639
 AW3639  STATE/COUNTY-  TX/HARRIS
 AW3639  USGS QUAD   -  PASADENA (1995)
 AW3639
 AW3639                         *CURRENT SURVEY CONTROL
 AW3639  ___________________________________________________________________
 AW3639* NAD 83(1986)-  29 44 02.     (N)    095 12 25.     (W)     SCALED    
 AW3639* NAVD 88     -         4.31   (+/-2cm)      14.1    (feet)  VERTCON   
 AW3639  ___________________________________________________________________
 AW3639  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3639
 AW3639  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3639
 AW3639.The horizontal coordinates were scaled from a topographic map and have
 AW3639.an estimated accuracy of +/- 6 seconds.
 AW3639
 AW3639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3639.The vertical order pertains to the NGVD 29 superseded value.
 AW3639
 AW3639.The geoid height was determined by GEOID03.
 AW3639
 AW3639;                    North         East    Units  Estimated Accuracy
 AW3639;SPC TXSC     - 4,216,580.      966,850.      MT  (+/- 180 meters Scaled)
 AW3639
 AW3639                          SUPERSEDED SURVEY CONTROL
 AW3639
 AW3639  NGVD 29 (??/??/92)    4.303  (m)           14.12   (f) ADJ UNCH    1 2
 AW3639
 AW3639.Superseded values are not recommended for survey control.
 AW3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3639.See file dsdata.txt to determine how the superseded data were derived.
 AW3639
 AW3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN865913(NAD 83)
 AW3639_MARKER: DD = SURVEY DISK
 AW3639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3639_STAMPING: 956+35.74 400 PT 1948
 AW3639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3639+STABILITY: SURFACE MOTION
 AW3639
 AW3639  HISTORY     - Date     Condition        Report By
 AW3639  HISTORY     - 1948     MONUMENTED       USE
 AW3639  HISTORY     - 1959     GOOD             NGS
 AW3639  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3639
 AW3639                          STATION DESCRIPTION
 AW3639
 AW3639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3639'0.7 MI NE FROM PASADENA.
 AW3639'ABOUT 0.7 MILE NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3639'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE NORTHEAST SIDE OF
 AW3639'A SMALL BAYOU DRAINING INTO THE CHANNEL, 44 YARDS NORTHEAST OF THE
 AW3639'HIGH WATER LINE OF THE SHIP CHANNEL, 18 FEET NORTHWEST OF AN 8-INCH
 AW3639'BLAZED HACKBERRY TREE, IN A DENSE THICKET, AND IN THE TOP OF A
 AW3639'CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3639
 AW3639                          STATION RECOVERY (1964)
 AW3639
 AW3639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1215 ***********************************************************************
 AY1215  DESIGNATION -  957 USGS
 AY1215  PID         -  AY1215
 AY1215  STATE/COUNTY-  TX/UVALDE
 AY1215  USGS QUAD   -  SABINAL (1970)
 AY1215
 AY1215                         *CURRENT SURVEY CONTROL
 AY1215  ___________________________________________________________________
 AY1215* NAD 83(1986)-  29 19 11.     (N)    099 27 40.     (W)     SCALED    
 AY1215* NAVD 88     -       289.950  (meters)     951.28   (feet)  POSTED    
 AY1215  ___________________________________________________________________
 AY1215  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 AY1215  DYNAMIC HT  -         289.530 (meters)     949.90  (feet)  COMP
 AY1215  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 AY1215
 AY1215  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1215
 AY1215.The horizontal coordinates were scaled from a topographic map and have
 AY1215.an estimated accuracy of +/- 6 seconds.
 AY1215
 AY1215.The orthometric height was determined by differential leveling
 AY1215.and adjusted by the National Geodetic Survey in 1992..
 AY1215.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1215.rate of 0.0 thru 1.0 mm/km.
 AY1215
 AY1215.The geoid height was determined by GEOID03.
 AY1215
 AY1215.The dynamic height is computed by dividing the NAVD 88
 AY1215.geopotential number by the normal gravity value computed on the
 AY1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1215.degrees latitude (g = 980.6199 gals.).
 AY1215
 AY1215.The modeled gravity was interpolated from observed gravity values.
 AY1215
 AY1215;                    North         East    Units  Estimated Accuracy
 AY1215;SPC TXSC     - 4,164,820.      555,220.      MT  (+/- 180 meters Scaled)
 AY1215
 AY1215                          SUPERSEDED SURVEY CONTROL
 AY1215
 AY1215  NGVD 29 (??/??/92)  289.836  (m)          950.90   (f) ADJ UNCH    1 2
 AY1215
 AY1215.Superseded values are not recommended for survey control.
 AY1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1215.See file dsdata.txt to determine how the superseded data were derived.
 AY1215
 AY1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT552434(NAD 83)
 AY1215_MARKER: P = PIPE CAP
 AY1215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY1215_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY1215_STAMPING: S A 7 957
 AY1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1215
 AY1215  HISTORY     - Date     Condition        Report By
 AY1215  HISTORY     - UNK      MONUMENTED       USGS
 AY1215  HISTORY     - 1957     GOOD             NGS
 AY1215  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1215  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1215  HISTORY     - 20011113 MARK NOT FOUND   USPSQD
 AY1215
 AY1215                          STATION DESCRIPTION
 AY1215
 AY1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1215'0.25 MI E FROM SABINAL.
 AY1215'0.25 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1215'STATION AT SABINAL, 89 FEET NORTHEAST OF A 28 INCH OAK TREE, 30.3 FEET
 AY1215'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 41 FEET NORTH OF THE CENTER
 AY1215'LINE OF A GRAVELED ROAD, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 AY1215'WHICH PROJECTS 2.2 FEET ABOVE THE GROUND.
 AY1215
 AY1215                          STATION RECOVERY (1982)
 AY1215
 AY1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1215'MARK NOT RECOVERED, PROBABLY TAKEN OUT WHEN NEW RAILROAD BED WAS
 AY1215'BUILT.
 AY1215
 AY1215                          STATION RECOVERY (1988)
 AY1215
 AY1215'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1215'MARK NOT FOUND.
 AY1215
 AY1215                          STATION RECOVERY (2001)
 AY1215
 AY1215'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0752 ***********************************************************************
 AY0752  DESIGNATION -  959
 AY0752  PID         -  AY0752
 AY0752  STATE/COUNTY-  TX/BEXAR
 AY0752  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0752
 AY0752                         *CURRENT SURVEY CONTROL
 AY0752  ___________________________________________________________________
 AY0752* NAD 83(1986)-  29 23 01.     (N)    098 33 04.     (W)     SCALED    
 AY0752* NAVD 88     -       205.134  (meters)     673.01   (feet)  ADJUSTED  
 AY0752  ___________________________________________________________________
 AY0752  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY0752  DYNAMIC HT  -         204.837 (meters)     672.04  (feet)  COMP
 AY0752  MODELED GRAV-     979,188.2   (mgal)                       NAVD 88
 AY0752
 AY0752  VERT ORDER  -  FIRST     CLASS II
 AY0752
 AY0752.The horizontal coordinates were scaled from a topographic map and have
 AY0752.an estimated accuracy of +/- 6 seconds.
 AY0752
 AY0752.The orthometric height was determined by differential leveling
 AY0752.and adjusted by the National Geodetic Survey in June 1991..
 AY0752
 AY0752.The geoid height was determined by GEOID03.
 AY0752
 AY0752.The dynamic height is computed by dividing the NAVD 88
 AY0752.geopotential number by the normal gravity value computed on the
 AY0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0752.degrees latitude (g = 980.6199 gals.).
 AY0752
 AY0752.The modeled gravity was interpolated from observed gravity values.
 AY0752
 AY0752;                    North         East    Units  Estimated Accuracy
 AY0752;SPC TXSC     - 4,171,900.      643,570.      MT  (+/- 180 meters Scaled)
 AY0752
 AY0752                          SUPERSEDED SURVEY CONTROL
 AY0752
 AY0752  NGVD 29 (??/??/92)  205.025  (m)          672.65   (f) ADJ UNCH    1 2
 AY0752
 AY0752.Superseded values are not recommended for survey control.
 AY0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0752.See file dsdata.txt to determine how the superseded data were derived.
 AY0752
 AY0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT435505(NAD 83)
 AY0752_MARKER: DB = BENCH MARK DISK
 AY0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0752_STAMPING: 959
 AY0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0752+STABILITY: SURFACE MOTION
 AY0752
 AY0752  HISTORY     - Date     Condition        Report By
 AY0752  HISTORY     - UNK      MONUMENTED       CGS
 AY0752  HISTORY     - 1946     GOOD             NGS
 AY0752  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0752
 AY0752                          STATION DESCRIPTION
 AY0752
 AY0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0752'IN SAN ANTONIO.
 AY0752'AT SAN ANTONIO, AT THE NORTHWEST CORNER OF THE CROSSING OF THE
 AY0752'MISSOURI PACIFIC RAILWAY AND QUINTANA ROAD, 49.4 FEET NORTH OF THE
 AY0752'NORTH RAIL OF THE MAIN TRACK MEASURED FROM A POINT 57.0 FEET WEST OF
 AY0752'THE CENTER OF THE QUINTANA ROAD CROSSING, 4.0 FEET WEST OF A POWER
 AY0752'POLE WHICH IS THE POLE WHERE POWER LINE FROM SOUTH MAKES A TURN WEST
 AY0752'TO KELLY FIELD, 3.6 FEET SOUTHEAST OF THE EAST CORNER OF A 6-FOOT BY
 AY0752'6-FOOT CONCRETE WALL AND IRON COVER FOR WELL FOR TELEPHONE CABLES, SET
 AY0752'IN THE TOP OF A CONCRETE POST 0.5 FOOT ABOVE THE GROUND.
 AY0752
 AY0752                          STATION RECOVERY (1999)
 AY0752
 AY0752'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0037 ***********************************************************************
 DO0037  DESIGNATION -  96
 DO0037  PID         -  DO0037
 DO0037  STATE/COUNTY-  TX/CLAY
 DO0037  USGS QUAD   -  HENRIETTA (1984)
 DO0037
 DO0037                         *CURRENT SURVEY CONTROL
 DO0037  ___________________________________________________________________
 DO0037* NAD 83(1986)-  33 48 32.     (N)    098 12 12.     (W)     SCALED    
 DO0037* NAVD 88     -       271.094  (meters)     889.41   (feet)  ADJUSTED  
 DO0037  ___________________________________________________________________
 DO0037  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DO0037  DYNAMIC HT  -         270.794 (meters)     888.43  (feet)  COMP
 DO0037  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 DO0037
 DO0037  VERT ORDER  -  FIRST     CLASS II
 DO0037
 DO0037.The horizontal coordinates were scaled from a topographic map and have
 DO0037.an estimated accuracy of +/- 6 seconds.
 DO0037
 DO0037.The orthometric height was determined by differential leveling
 DO0037.and adjusted by the National Geodetic Survey in June 1991..
 DO0037
 DO0037.The geoid height was determined by GEOID03.
 DO0037
 DO0037.The dynamic height is computed by dividing the NAVD 88
 DO0037.geopotential number by the normal gravity value computed on the
 DO0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0037.degrees latitude (g = 980.6199 gals.).
 DO0037
 DO0037.The modeled gravity was interpolated from observed gravity values.
 DO0037
 DO0037;                    North         East    Units  Estimated Accuracy
 DO0037;SPC TXNC     - 2,237,600.      627,470.      MT  (+/- 180 meters Scaled)
 DO0037
 DO0037                          SUPERSEDED SURVEY CONTROL
 DO0037
 DO0037  NGVD 29 (??/??/92)  271.025  (m)          889.19   (f) ADJ UNCH    1 2
 DO0037
 DO0037.Superseded values are not recommended for survey control.
 DO0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0037.See file dsdata.txt to determine how the superseded data were derived.
 DO0037
 DO0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC737412(NAD 83)
 DO0037_MARKER: Z = SEE DESCRIPTION
 DO0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0037_SP_SET: MILEPOST
 DO0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0037
 DO0037  HISTORY     - Date     Condition        Report By
 DO0037  HISTORY     - UNK      MONUMENTED       BNRR
 DO0037  HISTORY     - 1950     GOOD             NGS
 DO0037
 DO0037                          STATION DESCRIPTION
 DO0037
 DO0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0037'IN HENRIETTA.
 DO0037'AT HENRIETTA, CLAY COUNTY, ON THE FORT WORTH AND DENVER CITY RAILWAY
 DO0037'AND ON THE TOP OF MILEPOST 96.  THE TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0406 ***********************************************************************
 GK0406  DESIGNATION -  96
 GK0406  PID         -  GK0406
 GK0406  STATE/COUNTY-  TX/HANSFORD
 GK0406  USGS QUAD   -  MORSE (1974)
 GK0406
 GK0406                         *CURRENT SURVEY CONTROL
 GK0406  ___________________________________________________________________
 GK0406* NAD 83(1986)-  36 06 24.     (N)    101 22 43.     (W)     SCALED    
 GK0406* NAVD 88     -       981.631  (meters)    3220.57   (feet)  ADJUSTED  
 GK0406  ___________________________________________________________________
 GK0406  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GK0406  DYNAMIC HT  -         980.555 (meters)    3217.04  (feet)  COMP
 GK0406  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 GK0406
 GK0406  VERT ORDER  -  SECOND    CLASS 0
 GK0406
 GK0406.The horizontal coordinates were scaled from a topographic map and have
 GK0406.an estimated accuracy of +/- 6 seconds.
 GK0406
 GK0406.The orthometric height was determined by differential leveling
 GK0406.and adjusted by the National Geodetic Survey in June 1991..
 GK0406
 GK0406.The geoid height was determined by GEOID03.
 GK0406
 GK0406.The dynamic height is computed by dividing the NAVD 88
 GK0406.geopotential number by the normal gravity value computed on the
 GK0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0406.degrees latitude (g = 980.6199 gals.).
 GK0406
 GK0406.The modeled gravity was interpolated from observed gravity values.
 GK0406
 GK0406;                    North         East    Units  Estimated Accuracy
 GK0406;SPC TX N     - 1,233,720.      210,930.      MT  (+/- 180 meters Scaled)
 GK0406
 GK0406                          SUPERSEDED SURVEY CONTROL
 GK0406
 GK0406  NGVD 29 (??/??/92)  981.176  (m)         3219.07   (f) ADJ UNCH    2 0
 GK0406
 GK0406.Superseded values are not recommended for survey control.
 GK0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0406.See file dsdata.txt to determine how the superseded data were derived.
 GK0406
 GK0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE858983(NAD 83)
 GK0406_MARKER: B = BOLT
 GK0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0406+STABILITY: SURFACE MOTION
 GK0406
 GK0406  HISTORY     - Date     Condition        Report By
 GK0406  HISTORY     - UNK      MONUMENTED
 GK0406  HISTORY     - 1935     GOOD             NGS
 GK0406
 GK0406                          STATION DESCRIPTION
 GK0406
 GK0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GK0406'2.4 MI SW FROM MCKIBBEN.
 GK0406'2.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0406'STATION AT MCKIBBEN, 107 FEET SOUTHEAST OF MILEPOST 96, 96 FEET
 GK0406'SOUTHEAST OF THE SOUTHEAST RAIL, AND 2.3 FEET NORTHWEST OF THE
 GK0406'RIGHT-OF-WAY FENCE.  AN IRON BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3641 ***********************************************************************
 AW3641  DESIGNATION -  960+00 350 HSC 53
 AW3641  PID         -  AW3641
 AW3641  STATE/COUNTY-  TX/HARRIS
 AW3641  USGS QUAD   -  PASADENA (1995)
 AW3641
 AW3641                         *CURRENT SURVEY CONTROL
 AW3641  ___________________________________________________________________
 AW3641* NAD 83(1986)-  29 43 59.     (N)    095 12 27.     (W)     SCALED    
 AW3641* NAVD 88     -         2.88   (+/-2cm)       9.4    (feet)  VERTCON   
 AW3641  ___________________________________________________________________
 AW3641  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3641
 AW3641  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3641
 AW3641.The horizontal coordinates were scaled from a topographic map and have
 AW3641.an estimated accuracy of +/- 6 seconds.
 AW3641
 AW3641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3641.The vertical order pertains to the NGVD 29 superseded value.
 AW3641
 AW3641.The geoid height was determined by GEOID03.
 AW3641
 AW3641;                    North         East    Units  Estimated Accuracy
 AW3641;SPC TXSC     - 4,216,490.      966,790.      MT  (+/- 180 meters Scaled)
 AW3641
 AW3641                          SUPERSEDED SURVEY CONTROL
 AW3641
 AW3641  NGVD 29 (??/??/92)    2.879  (m)            9.45   (f) ADJ UNCH    1 2
 AW3641
 AW3641.Superseded values are not recommended for survey control.
 AW3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3641.See file dsdata.txt to determine how the superseded data were derived.
 AW3641
 AW3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN864912(NAD 83)
 AW3641_MARKER: DD = SURVEY DISK
 AW3641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3641_STAMPING: 960+00 350 HSC 53
 AW3641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3641+STABILITY: SURFACE MOTION
 AW3641
 AW3641  HISTORY     - Date     Condition        Report By
 AW3641  HISTORY     - UNK      MONUMENTED       USE
 AW3641  HISTORY     - 1959     GOOD             NGS
 AW3641  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3641
 AW3641                          STATION DESCRIPTION
 AW3641
 AW3641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3641'0.6 MI NE FROM PASADENA.
 AW3641'ABOUT 0.6 MILE NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3641'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE NORTHWEST BANK OF
 AW3641'THE SHIP CHANNEL, 104 YARDS SOUTHWEST OF THE SOUTHWEST WATER LINE OF A
 AW3641'SMALL BAYOU, 25 FEET WEST OF THE HIGH WATER LINE OF THE CHANNEL, 3 1/2
 AW3641'FEET NORTHEAST OF A 4 X 4-INCH WOODEN POST PROJECTING 6 FEET, AND IN
 AW3641'THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3641
 AW3641                          STATION RECOVERY (1964)
 AW3641
 AW3641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1859 ***********************************************************************
 BK1859  DESIGNATION -  96.42 ATSFRR
 BK1859  PID         -  BK1859
 BK1859  STATE/COUNTY-  TX/JASPER
 BK1859  USGS QUAD   -  KIRBYVILLE (1984)
 BK1859
 BK1859                         *CURRENT SURVEY CONTROL
 BK1859  ___________________________________________________________________
 BK1859* NAD 83(1986)-  30 40 06.     (N)    093 53 23.     (W)     SCALED    
 BK1859* NAVD 88     -        29.75   (+/-2cm)      97.6    (feet)  VERTCON   
 BK1859  ___________________________________________________________________
 BK1859  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BK1859
 BK1859  VERT ORDER  -  ? (See Below)
 BK1859
 BK1859.The horizontal coordinates were scaled from a topographic map and have
 BK1859.an estimated accuracy of +/- 6 seconds.
 BK1859
 BK1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1859.The vertical order pertains to the NGVD 29 superseded value.
 BK1859
 BK1859.The geoid height was determined by GEOID03.
 BK1859
 BK1859;                    North         East    Units  Estimated Accuracy
 BK1859;SPC TX C     - 3,128,920.    1,317,100.      MT  (+/- 180 meters Scaled)
 BK1859
 BK1859                          SUPERSEDED SURVEY CONTROL
 BK1859
 BK1859  NGVD 29 (??/??/??)   29.732  (m)           97.55   (f) ADJUSTED    ?  
 BK1859
 BK1859.Superseded values are not recommended for survey control.
 BK1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1859.See file dsdata.txt to determine how the superseded data were derived.
 BK1859
 BK1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP147931(NAD 83)
 BK1859_MARKER: Z = SEE DESCRIPTION
 BK1859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1859_SP_SET: RAIL
 BK1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1859
 BK1859  HISTORY     - Date     Condition        Report By
 BK1859  HISTORY     - UNK      MONUMENTED       ATSFRR
 BK1859  HISTORY     - 1932     GOOD             CGS
 BK1859  HISTORY     - 1934     GOOD             CGS
 BK1859  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1859
 BK1859                          STATION DESCRIPTION
 BK1859
 BK1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1859'0.5 MI N FROM KIRBYVILLE.
 BK1859'0.5 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1859'STATION AT KIRBYVILLE, JASPER COUNTY, 8 RAILS SOUTH OF THE SIGNBOARD
 BK1859'AT J. AND E. JUNCTION, 2 RAILS SOUTH OF TRESTLE 53-A, 35 FEET
 BK1859'SOUTHWEST OF MILE RAIL 53, 30 FEET WEST OF THE TRACK, AND 3 FEET
 BK1859'SOUTHEAST OF MILE POLE 53.  THE TOP OF A VERTICAL RAIL PROJECTING 1
 BK1859'FOOT ABOVE GROUND.
 BK1859
 BK1859                          STATION RECOVERY (1934)
 BK1859
 BK1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1859'RECOVERED IN GOOD CONDITION.
 BK1859
 BK1859                          STATION RECOVERY (2004)
 BK1859
 BK1859'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3643 ***********************************************************************
 AW3643  DESIGNATION -  965+00 350 HSC 53
 AW3643  PID         -  AW3643
 AW3643  STATE/COUNTY-  TX/HARRIS
 AW3643  USGS QUAD   -  PASADENA (1995)
 AW3643
 AW3643                         *CURRENT SURVEY CONTROL
 AW3643  ___________________________________________________________________
 AW3643* NAD 83(1986)-  29 43 55.     (N)    095 12 29.     (W)     SCALED    
 AW3643* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 AW3643  ___________________________________________________________________
 AW3643  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3643
 AW3643  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3643
 AW3643.The horizontal coordinates were scaled from a topographic map and have
 AW3643.an estimated accuracy of +/- 6 seconds.
 AW3643
 AW3643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3643.The vertical order pertains to the NGVD 29 superseded value.
 AW3643
 AW3643.The geoid height was determined by GEOID03.
 AW3643
 AW3643;                    North         East    Units  Estimated Accuracy
 AW3643;SPC TXSC     - 4,216,360.      966,740.      MT  (+/- 180 meters Scaled)
 AW3643
 AW3643                          SUPERSEDED SURVEY CONTROL
 AW3643
 AW3643  NGVD 29 (??/??/92)    3.034  (m)            9.95   (f) ADJ UNCH    1 2
 AW3643
 AW3643.Superseded values are not recommended for survey control.
 AW3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3643.See file dsdata.txt to determine how the superseded data were derived.
 AW3643
 AW3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN864911(NAD 83)
 AW3643_MARKER: DD = SURVEY DISK
 AW3643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3643_STAMPING: 965+305 HSC 53
 AW3643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3643+STABILITY: SURFACE MOTION
 AW3643
 AW3643  HISTORY     - Date     Condition        Report By
 AW3643  HISTORY     - UNK      MONUMENTED       USE
 AW3643  HISTORY     - 1959     GOOD             NGS
 AW3643  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3643
 AW3643                          STATION DESCRIPTION
 AW3643
 AW3643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3643'0.5 MI NE FROM PASADENA.
 AW3643'ABOUT 0.5 MILE NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3643'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE NORTHWEST BANK OF
 AW3643'THE SHIP CHANNEL, IN A DENSE THICKET, 30 FEET NORTHWEST OF THE HIGH
 AW3643'WATER LINE, AND IN THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH
 AW3643'WITH THE GROUND.
 AW3643
 AW3643                          STATION RECOVERY (1964)
 AW3643
 AW3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0194 ***********************************************************************
 BN0194  DESIGNATION -  967 SA
 BN0194  PID         -  BN0194
 BN0194  STATE/COUNTY-  TX/LLANO
 BN0194  USGS QUAD   -  LONE GROVE (1956)
 BN0194
 BN0194                         *CURRENT SURVEY CONTROL
 BN0194  ___________________________________________________________________
 BN0194* NAD 83(1986)-  30 46 46.     (N)    098 33 39.     (W)     SCALED    
 BN0194* NAVD 88     -       292.552  (meters)     959.81   (feet)  ADJUSTED  
 BN0194  ___________________________________________________________________
 BN0194  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 BN0194  DYNAMIC HT  -         292.165 (meters)     958.54  (feet)  COMP
 BN0194  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 BN0194
 BN0194  VERT ORDER  -  SECOND    CLASS 0
 BN0194
 BN0194.The horizontal coordinates were scaled from a topographic map and have
 BN0194.an estimated accuracy of +/- 6 seconds.
 BN0194
 BN0194.The orthometric height was determined by differential leveling
 BN0194.and adjusted by the National Geodetic Survey in June 1991..
 BN0194
 BN0194.The geoid height was determined by GEOID03.
 BN0194
 BN0194.The dynamic height is computed by dividing the NAVD 88
 BN0194.geopotential number by the normal gravity value computed on the
 BN0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0194.degrees latitude (g = 980.6199 gals.).
 BN0194
 BN0194.The modeled gravity was interpolated from observed gravity values.
 BN0194
 BN0194;                    North         East    Units  Estimated Accuracy
 BN0194;SPC TX C     - 3,124,710.      869,640.      MT  (+/- 180 meters Scaled)
 BN0194
 BN0194                          SUPERSEDED SURVEY CONTROL
 BN0194
 BN0194  NGVD 29 (??/??/92)  292.50   (m)          959.6    (f) COMPUTED    2 0
 BN0194
 BN0194.Superseded values are not recommended for survey control.
 BN0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0194.See file dsdata.txt to determine how the superseded data were derived.
 BN0194
 BN0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV420052(NAD 83)
 BN0194_MARKER: Z = SEE DESCRIPTION
 BN0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0194_SP_SET: IRON POST
 BN0194_STAMPING: 967 SA
 BN0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0194
 BN0194  HISTORY     - Date     Condition        Report By
 BN0194  HISTORY     - UNK      MONUMENTED       USGS
 BN0194  HISTORY     - 1933     GOOD             NGS
 BN0194
 BN0194                          STATION DESCRIPTION
 BN0194
 BN0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0194'8.0 MI S FROM LLANO.
 BN0194'8.0 MILES SOUTH OF, ALONG THE TEXAS AND NEW ORLEANS R.R. 0.1 MILE EAST
 BN0194'OF RAILROAD CULVERT 91-D, 8 METERS SOUTH OF CENTER OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0702 ***********************************************************************
 BM0702  DESIGNATION -  968 SA
 BM0702  PID         -  BM0702
 BM0702  STATE/COUNTY-  TX/WILLIAMSON
 BM0702  USGS QUAD   -  LEANDER (1987)
 BM0702
 BM0702                         *CURRENT SURVEY CONTROL
 BM0702  ___________________________________________________________________
 BM0702* NAD 83(1986)-  30 31 18.     (N)    097 49 36.     (W)     SCALED    
 BM0702* NAVD 88     -       292.899  (meters)     960.95   (feet)  ADJUSTED  
 BM0702  ___________________________________________________________________
 BM0702  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BM0702  DYNAMIC HT  -         292.501 (meters)     959.65  (feet)  COMP
 BM0702  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 BM0702
 BM0702  VERT ORDER  -  SECOND    CLASS 0
 BM0702
 BM0702.The horizontal coordinates were scaled from a topographic map and have
 BM0702.an estimated accuracy of +/- 6 seconds.
 BM0702
 BM0702.The orthometric height was determined by differential leveling
 BM0702.and adjusted by the National Geodetic Survey in June 1991..
 BM0702
 BM0702.The geoid height was determined by GEOID03.
 BM0702
 BM0702.The dynamic height is computed by dividing the NAVD 88
 BM0702.geopotential number by the normal gravity value computed on the
 BM0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0702.degrees latitude (g = 980.6199 gals.).
 BM0702
 BM0702.The modeled gravity was interpolated from observed gravity values.
 BM0702
 BM0702;                    North         East    Units  Estimated Accuracy
 BM0702;SPC TX C     - 3,097,490.      940,540.      MT  (+/- 180 meters Scaled)
 BM0702
 BM0702                          SUPERSEDED SURVEY CONTROL
 BM0702
 BM0702  NGVD 29 (??/??/92)  292.82   (m)          960.7    (f) COMPUTED    2 0
 BM0702
 BM0702.Superseded values are not recommended for survey control.
 BM0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0702.See file dsdata.txt to determine how the superseded data were derived.
 BM0702
 BM0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU125771(NAD 83)
 BM0702_MARKER: P = PIPE CAP
 BM0702_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0702_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0702_STAMPING: 968 SA
 BM0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0702
 BM0702  HISTORY     - Date     Condition        Report By
 BM0702  HISTORY     - UNK      MONUMENTED       USGS
 BM0702  HISTORY     - 1933     GOOD             NGS
 BM0702  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0702
 BM0702                          STATION DESCRIPTION
 BM0702
 BM0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0702'1.3 MI NW FROM CEDAR PARK.
 BM0702'1.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BM0702'CEDAR PARK, WILLIAMSON COUNTY, AT A ROAD CROSSING, 46 FEET SOUTHWEST
 BM0702'OF THE CENTER LINE OF THE TRACK, ON THE NORTHWEST SIDE OF THE ROAD,
 BM0702'AND AT A RIGHT-OF-WAY FENCE CORNER.  A USGS SURVEY STANDARD CAP,
 BM0702'STAMPED 968 SA AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 BM0702
 BM0702                          STATION RECOVERY (1999)
 BM0702
 BM0702'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0693 ***********************************************************************
 BM0693  DESIGNATION -  968 SA
 BM0693  PID         -  BM0693
 BM0693  STATE/COUNTY-  TX/WILLIAMSON
 BM0693  USGS QUAD   -  LIBERTY HILL (1979)
 BM0693
 BM0693                         *CURRENT SURVEY CONTROL
 BM0693  ___________________________________________________________________
 BM0693* NAD 83(1986)-  30 38 25.     (N)    097 52 38.     (W)     SCALED    
 BM0693* NAVD 88     -       292.891  (meters)     960.93   (feet)  ADJUSTED  
 BM0693  ___________________________________________________________________
 BM0693  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BM0693  DYNAMIC HT  -         292.493 (meters)     959.62  (feet)  COMP
 BM0693  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 BM0693
 BM0693  VERT ORDER  -  SECOND    CLASS 0
 BM0693
 BM0693.The horizontal coordinates were scaled from a topographic map and have
 BM0693.an estimated accuracy of +/- 6 seconds.
 BM0693
 BM0693.The orthometric height was determined by differential leveling
 BM0693.and adjusted by the National Geodetic Survey in June 1991..
 BM0693
 BM0693.The geoid height was determined by GEOID03.
 BM0693
 BM0693.The dynamic height is computed by dividing the NAVD 88
 BM0693.geopotential number by the normal gravity value computed on the
 BM0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0693.degrees latitude (g = 980.6199 gals.).
 BM0693
 BM0693.The modeled gravity was interpolated from observed gravity values.
 BM0693
 BM0693;                    North         East    Units  Estimated Accuracy
 BM0693;SPC TX C     - 3,110,530.      935,400.      MT  (+/- 180 meters Scaled)
 BM0693
 BM0693                          SUPERSEDED SURVEY CONTROL
 BM0693
 BM0693  NGVD 29 (??/??/92)  292.82   (m)          960.7    (f) COMPUTED    2 0
 BM0693
 BM0693.Superseded values are not recommended for survey control.
 BM0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0693.See file dsdata.txt to determine how the superseded data were derived.
 BM0693
 BM0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU075902(NAD 83)
 BM0693_MARKER: P = PIPE CAP
 BM0693_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0693_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0693
 BM0693  HISTORY     - Date     Condition        Report By
 BM0693  HISTORY     - UNK      MONUMENTED       USGS
 BM0693  HISTORY     - 1933     GOOD             NGS
 BM0693  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0693
 BM0693                          STATION DESCRIPTION
 BM0693
 BM0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0693'2.9 MI SE FROM LIBERTY HILL.
 BM0693'2.9 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BM0693'LIBERTY HILL, WILLIAMSON COUNTY, ON THE NORTH SIDE OF A SETTLEMENT
 BM0693'ROAD, AND 27 FEET EAST OF THE CENTER LINE OF THE TRACK, A USGS SURVEY
 BM0693'STANDARD CAP, STAMPED 968 SA AND RIVETED ON THE TOP OF A 3-1/2 INCH
 BM0693'IRON PIPE.
 BM0693
 BM0693                          STATION RECOVERY (1990)
 BM0693
 BM0693'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0404 ***********************************************************************
 GK0404  DESIGNATION -  97
 GK0404  PID         -  GK0404
 GK0404  STATE/COUNTY-  TX/HANSFORD
 GK0404  USGS QUAD   -  MORSE (1974)
 GK0404
 GK0404                         *CURRENT SURVEY CONTROL
 GK0404  ___________________________________________________________________
 GK0404* NAD 83(1986)-  36 05 57.     (N)    101 23 49.     (W)     SCALED    
 GK0404* NAVD 88     -       984.73   (+/-2cm)    3230.7    (feet)  VERTCON   
 GK0404  ___________________________________________________________________
 GK0404  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 GK0404
 GK0404  VERT ORDER  -  ? (See Below)
 GK0404
 GK0404.The horizontal coordinates were scaled from a topographic map and have
 GK0404.an estimated accuracy of +/- 6 seconds.
 GK0404
 GK0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0404.The vertical order pertains to the NGVD 29 superseded value.
 GK0404
 GK0404.The geoid height was determined by GEOID03.
 GK0404
 GK0404;                    North         East    Units  Estimated Accuracy
 GK0404;SPC TX N     - 1,232,890.      209,280.      MT  (+/- 180 meters Scaled)
 GK0404
 GK0404                          SUPERSEDED SURVEY CONTROL
 GK0404
 GK0404  NGVD 29 (??/??/92)  984.274  (m)         3229.24   (f) ADJ UNCH    ?  
 GK0404
 GK0404.Superseded values are not recommended for survey control.
 GK0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0404.See file dsdata.txt to determine how the superseded data were derived.
 GK0404
 GK0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE842976(NAD 83)
 GK0404_MARKER: B = BOLT
 GK0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0404+STABILITY: SURFACE MOTION
 GK0404
 GK0404  HISTORY     - Date     Condition        Report By
 GK0404  HISTORY     - UNK      MONUMENTED
 GK0404  HISTORY     - 1935     GOOD             NGS
 GK0404
 GK0404                          STATION DESCRIPTION
 GK0404
 GK0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 GK0404'5.4 MI NE FROM MORSE.
 GK0404'5.4 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 GK0404'STATION AT MORSE, 56.7 FEET SOUTHEAST OF MILEPOST 97, 45.4 FEET
 GK0404'SOUTHEAST OF THE SOUTHEAST RAIL, AND 1.7 FEET NORTHWEST OF THE
 GK0404'RIGHT-OF-WAY FENCE.  AN IRON BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2216 ***********************************************************************
 AN2216  DESIGNATION -  970
 AN2216  PID         -  AN2216
 AN2216  STATE/COUNTY-  TX/MATAGORDA
 AN2216  USGS QUAD   -  PALACIOS POINT (1973)
 AN2216
 AN2216                         *CURRENT SURVEY CONTROL
 AN2216  ___________________________________________________________________
 AN2216* NAD 83(1993)-  28 35 48.26953(N)    096 13 08.23579(W)     ADJUSTED  
 AN2216* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2216  ___________________________________________________________________
 AN2216  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AN2216  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AN2216
 AN2216  HORZ ORDER  -  THIRD
 AN2216
 AN2216.The horizontal coordinates were established by classical geodetic methods
 AN2216.and adjusted by the National Geodetic Survey in February 1996..
 AN2216
 AN2216.The orthometric height was scaled from a topographic map.
 AN2216
 AN2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2216
 AN2216.The geoid height was determined by GEOID03.
 AN2216
 AN2216;                    North         East     Units Scale Factor Converg.
 AN2216;SPC TXSC     - 4,087,842.218   871,986.663   MT  0.99994559   +1 21 44.9
 AN2216;SPC TXSC     -13,411,529.01  2,860,842.91   sFT  0.99994559   +1 21 44.9
 AN2216;UTM  14      - 3,166,470.316   771,976.564   MT  1.00051299   +1 19 55.0
 AN2216
 AN2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2216!SPC TXSC     -   1.00000405  x   0.99994559  =   0.99994964
 AN2216!UTM  14      -   1.00000405  x   1.00051299  =   1.00051705
 AN2216
 AN2216                          SUPERSEDED SURVEY CONTROL
 AN2216
 AN2216  NAD 83(1986)-  28 35 48.27648(N)    096 13 08.21518(W) AD(       ) 3
 AN2216  NAD 27      -  28 35 47.29200(N)    096 13 07.32600(W) AD(       ) 3
 AN2216
 AN2216.Superseded values are not recommended for survey control.
 AN2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2216.See file dsdata.txt to determine how the superseded data were derived.
 AN2216
 AN2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7197766470(NAD 83)
 AN2216_MARKER: I = METAL ROD
 AN2216_SETTING: 0 = UNSPECIFIED SETTING
 AN2216
 AN2216  HISTORY     - Date     Condition        Report By
 AN2216  HISTORY     - 1934     MONUMENTED       CGS
 AN2216  HISTORY     - 1947     GOOD             CGS
 AN2216  HISTORY     - 1969     GOOD             CGS
 AN2216
 AN2216                          STATION DESCRIPTION
 AN2216
 AN2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2216'STATION IS LOCATED ABOUT 7 MILES S OF PALACIOS, AT W END OF
 AN2216'OYSTER LAKE, ABOUT 300 METERS WSW OF THE SW SHORE OF OYSTER LAKE,
 AN2216'30 METERS WSW OF SAND FLAT BORDERING STRIP OF MARSH GRASS
 AN2216'BETWEEN STATION AND LAKE SHORE, AND 300 METERS S OF A LONE CLUMP
 AN2216'OF SCRUB TREES WHICH ARE LOCATED ON A SMALL MOUND ON THE W
 AN2216'SIDE OF SAND FLAT.
 AN2216'
 AN2216'STATION IS MARKED BY AN 8-INCH TILE FILLED WITH CONCRETE WITH A
 AN2216'FLANGED BRASS PIPE CENTER.  NO REFERENCE MARK WAS SET.
 AN2216'
 AN2216'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2216'HALFMOON REEF LIGHT, 208 DEG.  PORTSMOUTH HOTEL (0.4 MILE),
 AN2216'267 DEG.  AND MUNICIPAL WATER TANK AT PALACIOS, 355 DEG.
 AN2216'
 AN2216'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AN2216
 AN2216                          STATION RECOVERY (1947)
 AN2216
 AN2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2216'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE,
 AN2216'EXCEPT FOR THE FOLLOWING CHANGES--
 AN2216'
 AN2216'1. STATION IS 15 METERS FROM THE N BANK OF THE CANAL.
 AN2216'
 AN2216'2. STATION IS AT THE EDGE OF THE SAND FLAT.
 AN2216'
 AN2216'3. STATION IS FLUSH WITH THE GROUND.
 AN2216
 AN2216                          STATION RECOVERY (1969)
 AN2216
 AN2216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2216'THE STATION SITE WAS VISITED AND THE STATION MARK WAS FOUND
 AN2216'IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AN2216'
 AN2216'THE STATION IS ABOUT 9 MILES SOUTH-SOUTHWEST OF COLLEGEPORT,
 AN2216'7 MILES SOUTH OF PALACIOS, 1-1/2 MILES NORTH-NORTHEAST OF PALACIOS
 AN2216'POINT, 0.3 MILE WEST OF THE SOUTHWEST EDGE OF OYSTER LAKE,
 AN2216'0.8 MILE EAST OF THE SHORE OF MATAGORDA BAY AND ON THE NORTH
 AN2216'SIDE OF AN UNUSED SECTION OF THE INTRACOASTAL WATERWAY.
 AN2216'
 AN2216'TO REACH THE STATION FROM THE POST OFFICE IN COLLEGEPORT, GO
 AN2216'NORTH ON PAVED ROAD FOR 0.1 MILE TO CROSSROAD, TURN RIGHT AND
 AN2216'GO EAST ON FARM ROAD 1095 FOR 0.95 MILE TO A CROSSROAD, TURN
 AN2216'RIGHT AND GO SOUTHERLY ON PAVED ROAD FOR 0.6 MILE TO THE END
 AN2216'OF THE PAVEMENT, CONTINUE SOUTHERLY ON SHELL ROAD FOR 2.4 MILES
 AN2216'TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST AND SOUTH ON
 AN2216'SHELL ROAD FOR 5.6 MILES TO WOODEN BRIDGE OVER PALACIOS BAYOU,
 AN2216'CONTINUE AHEAD SOUTHERLY FOR 0.25 MILE TO POINT WHERE ROAD
 AN2216'TURNS SHARP RIGHT AND LEADS TO THE BEACH AND A METAL GATE
 AN2216'AT FENCE CORNER ON THE LEFT.  WALK ON A TRUE BEARING OF
 AN2216'195 DEG (SOUTH) FOR 1 MILE (FOLLOWING THIS BEARING YOU WILL
 AN2216'PASS 250 FEET TO THE WEST OF OLD WOOD WINDMILL) TO NORTH
 AN2216'BANK OF OLD WATERWAY AND THE STATION.
 AN2216'
 AN2216'THE STATION MARK IS A FLANGED BRASS PIPE (FLANGE MADE BY HITTING
 AN2216'PIPE WITH HAMMER) IN CENTER OF 6 INCH CONCRETE POST WITH RED
 AN2216'PAINT TOP AND ABOUT FLUSH WITH THE GROUND.  IT IS ON THE EXTREME
 AN2216'WEST-SOUTHWEST EDGE OF THE MARSH OR SAND FLAT THAT IS ON THE
 AN2216'SOUTHWEST SIDE OF OYSTER BAY, 50 FEET NORTH-NORTHWEST OF
 AN2216'THE EDGE OF THE WATER OF THE OLD WATERWAY, AND 1-1/2 FEET WEST
 AN2216'OF METAL WITNESS POST WITH SIGN.
 AN2216'
 AN2216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH
 AN2216'OF PALACIOS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1667 ***********************************************************************
 AW1667  DESIGNATION -  970 A USGS
 AW1667  PID         -  AW1667
 AW1667  STATE/COUNTY-  TX/HARRIS
 AW1667  USGS QUAD   -  MONT BELVIEU (1994)
 AW1667
 AW1667                         *CURRENT SURVEY CONTROL
 AW1667  ___________________________________________________________________
 AW1667* NAD 83(1986)-  29 45 29.     (N)    094 56 05.     (W)     SCALED    
 AW1667* NAVD 88     -         7.26   (+/-2cm)      23.8    (feet)  VERTCON   
 AW1667  ___________________________________________________________________
 AW1667  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW1667
 AW1667  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1667
 AW1667.The horizontal coordinates were scaled from a topographic map and have
 AW1667.an estimated accuracy of +/- 6 seconds.
 AW1667
 AW1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1667.The vertical order pertains to the NGVD 29 superseded value.
 AW1667
 AW1667.The geoid height was determined by GEOID03.
 AW1667
 AW1667;                    North         East    Units  Estimated Accuracy
 AW1667;SPC TXSC     - 4,220,140.      993,070.      MT  (+/- 180 meters Scaled)
 AW1667
 AW1667                          SUPERSEDED SURVEY CONTROL
 AW1667
 AW1667  NGVD 29 (??/??/92)    7.254  (m)           23.80   (f) ADJ UNCH    1 2
 AW1667
 AW1667.Superseded values are not recommended for survey control.
 AW1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1667.See file dsdata.txt to determine how the superseded data were derived.
 AW1667
 AW1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN129935(NAD 83)
 AW1667_MARKER: Z = SEE DESCRIPTION
 AW1667_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1667_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1667
 AW1667  HISTORY     - Date     Condition        Report By
 AW1667  HISTORY     - UNK      MONUMENTED       USGS
 AW1667  HISTORY     - 1973     GOOD             NGS
 AW1667  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1667  HISTORY     - 1978     MARK NOT FOUND   USGS
 AW1667  HISTORY     - 1987     GOOD             USPSQD
 AW1667  HISTORY     - 1988     GOOD             USPSQD
 AW1667  HISTORY     - 19971115 GOOD             USPSQD
 AW1667  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1667
 AW1667                          STATION DESCRIPTION
 AW1667
 AW1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1667'2.6 MI NE FROM BAYTOWN.
 AW1667'ABOUT 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 146 FROM THE
 AW1667'INTERSECTION OF EAST TEXAS AVE. IN BAYTOWN, ABOUT 180 FEET SOUTH OF
 AW1667'THE CENTER LINE OF THE HIGHWAY, 9 FEET SOUTHEAST OF THE NORTHEAST
 AW1667'CORNER OF A GARAGE, 34 FEET SOUTHWEST OF THE SOUTH-EAST CORNER OF A
 AW1667'HOUSE, 0.5 FOOT ABOVE A 4 X 5 FT. CONCRETE FOUNDATION, 1 FOOT FROM THE
 AW1667'SOUTH EDGE OF THE FOUNDATION, AND THE HIGH POINT ON THE EAST SIDE OF A
 AW1667'4-INCH WATER PIPE.
 AW1667
 AW1667                          STATION RECOVERY (1978)
 AW1667
 AW1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1667'NOT RECOVERED.
 AW1667
 AW1667                          STATION RECOVERY (1978)
 AW1667
 AW1667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 AW1667'MARK NOT FOUND.
 AW1667
 AW1667                          STATION RECOVERY (1987)
 AW1667
 AW1667'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1667'RECOVERED IN GOOD CONDITION.
 AW1667
 AW1667                          STATION RECOVERY (1988)
 AW1667
 AW1667'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1667'RECOVERED IN GOOD CONDITION.
 AW1667
 AW1667                          STATION RECOVERY (1997)
 AW1667
 AW1667'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1667'RECOVERED IN GOOD CONDITION.
 AW1667
 AW1667                          STATION RECOVERY (2001)
 AW1667
 AW1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1667'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3646 ***********************************************************************
 AW3646  DESIGNATION -  970+50 350 HSC 53
 AW3646  PID         -  AW3646
 AW3646  STATE/COUNTY-  TX/HARRIS
 AW3646  USGS QUAD   -  PASADENA (1995)
 AW3646
 AW3646                         *CURRENT SURVEY CONTROL
 AW3646  ___________________________________________________________________
 AW3646* NAD 83(1986)-  29 43 50.     (N)    095 12 29.     (W)     SCALED    
 AW3646* NAVD 88     -         6.26   (+/-2cm)      20.5    (feet)  VERTCON   
 AW3646  ___________________________________________________________________
 AW3646  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3646
 AW3646  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3646
 AW3646.The horizontal coordinates were scaled from a topographic map and have
 AW3646.an estimated accuracy of +/- 6 seconds.
 AW3646
 AW3646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3646.The vertical order pertains to the NGVD 29 superseded value.
 AW3646
 AW3646.The geoid height was determined by GEOID03.
 AW3646
 AW3646;                    North         East    Units  Estimated Accuracy
 AW3646;SPC TXSC     - 4,216,210.      966,750.      MT  (+/- 180 meters Scaled)
 AW3646
 AW3646                          SUPERSEDED SURVEY CONTROL
 AW3646
 AW3646  NGVD 29 (??/??/92)    6.262  (m)           20.54   (f) ADJ UNCH    1 2
 AW3646
 AW3646.Superseded values are not recommended for survey control.
 AW3646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3646.See file dsdata.txt to determine how the superseded data were derived.
 AW3646
 AW3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN864909(NAD 83)
 AW3646_MARKER: DD = SURVEY DISK
 AW3646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3646_STAMPING: 970+50 350 HSC 53
 AW3646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3646+STABILITY: SURFACE MOTION
 AW3646
 AW3646  HISTORY     - Date     Condition        Report By
 AW3646  HISTORY     - UNK      MONUMENTED       USE
 AW3646  HISTORY     - 1959     GOOD             NGS
 AW3646  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3646
 AW3646                          STATION DESCRIPTION
 AW3646
 AW3646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3646'0.4 MI NE FROM PASADENA.
 AW3646'ABOUT 0.4 MILE NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3646'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE NORTHWEST BANK OF
 AW3646'THE SHIP CHANNEL, ON THE SOUTHWEST SIDE OF A DENSE BRUSH AND TREE
 AW3646'THICKET, ON THE TOP OF A SMALL CLAY MOUND, 37 FEET NORTHWEST OF THE
 AW3646'HIGH WATER LINE, 2 FEET EAST OF A 2 X 6-INCH WOODEN POST, AND IN THE
 AW3646'TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3646
 AW3646                          STATION RECOVERY (1964)
 AW3646
 AW3646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0310 ***********************************************************************
 DO0310  DESIGNATION -  970.83
 DO0310  PID         -  DO0310
 DO0310  STATE/COUNTY-  TX/WICHITA
 DO0310  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0310
 DO0310                         *CURRENT SURVEY CONTROL
 DO0310  ___________________________________________________________________
 DO0310* NAD 83(1986)-  33 56 08.     (N)    098 34 21.     (W)     SCALED    
 DO0310* NAVD 88     -       296.123  (meters)     971.53   (feet)  ADJUSTED  
 DO0310  ___________________________________________________________________
 DO0310  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DO0310  DYNAMIC HT  -         295.797 (meters)     970.46  (feet)  COMP
 DO0310  MODELED GRAV-     979,529.5   (mgal)                       NAVD 88
 DO0310
 DO0310  VERT ORDER  -  FIRST     CLASS II
 DO0310
 DO0310.The horizontal coordinates were scaled from a topographic map and have
 DO0310.an estimated accuracy of +/- 6 seconds.
 DO0310
 DO0310.The orthometric height was determined by differential leveling
 DO0310.and adjusted by the National Geodetic Survey in June 1991..
 DO0310
 DO0310.The geoid height was determined by GEOID03.
 DO0310
 DO0310.The dynamic height is computed by dividing the NAVD 88
 DO0310.geopotential number by the normal gravity value computed on the
 DO0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0310.degrees latitude (g = 980.6199 gals.).
 DO0310
 DO0310.The modeled gravity was interpolated from observed gravity values.
 DO0310
 DO0310;                    North         East    Units  Estimated Accuracy
 DO0310;SPC TXNC     - 2,251,610.      593,300.      MT  (+/- 180 meters Scaled)
 DO0310
 DO0310                          SUPERSEDED SURVEY CONTROL
 DO0310
 DO0310  NGVD 29 (??/??/92)  296.043  (m)          971.27   (f) ADJ UNCH    1 2
 DO0310
 DO0310.Superseded values are not recommended for survey control.
 DO0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0310.See file dsdata.txt to determine how the superseded data were derived.
 DO0310
 DO0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC395550(NAD 83)
 DO0310_MARKER: DD = SURVEY DISK
 DO0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0310_SP_SET: SIPHON
 DO0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0310
 DO0310  HISTORY     - Date     Condition        Report By
 DO0310  HISTORY     - UNK      MONUMENTED       LOCENG
 DO0310  HISTORY     - 1957     GOOD             NGS
 DO0310  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0310
 DO0310                          STATION DESCRIPTION
 DO0310
 DO0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0310'5.0 MI NW FROM WICHITA FALLS.
 DO0310'5 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0310'WICHITA FALLS, WICHITA COUNTY, AT MILEAGE 119.31, AND IN THE CONCRETE
 DO0310'HEADWALL OF A SIPHON PASSING UNDER THE TRACK.  A BRASS DISK, STAMPED
 DO0310'971.268.
 DO0310
 DO0310                          STATION RECOVERY (2001)
 DO0310
 DO0310'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0582 ***********************************************************************
 DN0582  DESIGNATION -  971
 DN0582  PID         -  DN0582
 DN0582  STATE/COUNTY-  TX/COOKE
 DN0582  USGS QUAD   -  MUENSTER WEST (1978)
 DN0582
 DN0582                         *CURRENT SURVEY CONTROL
 DN0582  ___________________________________________________________________
 DN0582* NAD 83(1986)-  33 38 49.     (N)    097 22 34.     (W)     SCALED    
 DN0582* NAVD 88     -       296.333  (meters)     972.22   (feet)  ADJUSTED  
 DN0582  ___________________________________________________________________
 DN0582  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 DN0582  DYNAMIC HT  -         296.017 (meters)     971.18  (feet)  COMP
 DN0582  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 DN0582
 DN0582  VERT ORDER  -  SECOND    CLASS 0
 DN0582
 DN0582.The horizontal coordinates were scaled from a topographic map and have
 DN0582.an estimated accuracy of +/- 6 seconds.
 DN0582
 DN0582.The orthometric height was determined by differential leveling
 DN0582.and adjusted by the National Geodetic Survey in June 1991..
 DN0582
 DN0582.The geoid height was determined by GEOID03.
 DN0582
 DN0582.The dynamic height is computed by dividing the NAVD 88
 DN0582.geopotential number by the normal gravity value computed on the
 DN0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0582.degrees latitude (g = 980.6199 gals.).
 DN0582
 DN0582.The modeled gravity was interpolated from observed gravity values.
 DN0582
 DN0582;                    North         East    Units  Estimated Accuracy
 DN0582;SPC TXNC     - 2,220,160.      704,250.      MT  (+/- 180 meters Scaled)
 DN0582
 DN0582                          SUPERSEDED SURVEY CONTROL
 DN0582
 DN0582  NGVD 29 (??/??/92)  296.265  (m)          972.00   (f) ADJ UNCH    2 0
 DN0582
 DN0582.Superseded values are not recommended for survey control.
 DN0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0582.See file dsdata.txt to determine how the superseded data were derived.
 DN0582
 DN0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC505241(NAD 83)
 DN0582_MARKER: P = PIPE CAP
 DN0582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN0582_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DN0582_STAMPING: GAINV 971
 DN0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0582
 DN0582  HISTORY     - Date     Condition        Report By
 DN0582  HISTORY     - UNK      MONUMENTED       USGS
 DN0582  HISTORY     - 1934     GOOD             NGS
 DN0582  HISTORY     - 1953     POOR             ATT
 DN0582  HISTORY     - 19950601 GOOD             USPSQD
 DN0582  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 DN0582
 DN0582                          STATION DESCRIPTION
 DN0582
 DN0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0582'IN MUENSTER.
 DN0582'AT MUENSTER, COOKE COUNTY, 125 FEET NORTHEAST OF THE STATION OF THE
 DN0582'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, AND IN THE SOUTHWEST CORNER
 DN0582'OF A LUMBER YARD.  A UNITES STATES GEOLOGICAL SURVEY STANDARD CAP,
 DN0582'STAMPED GAINV 971 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 DN0582
 DN0582                          STATION RECOVERY (1953)
 DN0582
 DN0582'RECOVERY NOTE BY AMERICAN T AND T CO 1953
 DN0582'MARK RECOVERED IN POOR CONDITION.
 DN0582
 DN0582                          STATION RECOVERY (1995)
 DN0582
 DN0582'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0582'RECOVERED IN GOOD CONDITION.
 DN0582
 DN0582                          STATION RECOVERY (2005)
 DN0582
 DN0582'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 DN0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3647 ***********************************************************************
 AW3647  DESIGNATION -  972+56.43 350 L PC 1937
 AW3647  PID         -  AW3647
 AW3647  STATE/COUNTY-  TX/HARRIS
 AW3647  USGS QUAD   -  PASADENA (1995)
 AW3647
 AW3647                         *CURRENT SURVEY CONTROL
 AW3647  ___________________________________________________________________
 AW3647* NAD 83(1986)-  29 43 50.     (N)    095 12 29.     (W)     SCALED    
 AW3647* NAVD 88     -         5.79   (+/-2cm)      19.0    (feet)  VERTCON   
 AW3647  ___________________________________________________________________
 AW3647  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3647
 AW3647  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3647
 AW3647.The horizontal coordinates were scaled from a topographic map and have
 AW3647.an estimated accuracy of +/- 6 seconds.
 AW3647
 AW3647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3647.The vertical order pertains to the NGVD 29 superseded value.
 AW3647
 AW3647.The geoid height was determined by GEOID03.
 AW3647
 AW3647;                    North         East    Units  Estimated Accuracy
 AW3647;SPC TXSC     - 4,216,210.      966,750.      MT  (+/- 180 meters Scaled)
 AW3647
 AW3647                          SUPERSEDED SURVEY CONTROL
 AW3647
 AW3647  NGVD 29 (??/??/92)    5.787  (m)           18.99   (f) ADJ UNCH    1 2
 AW3647
 AW3647.Superseded values are not recommended for survey control.
 AW3647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3647.See file dsdata.txt to determine how the superseded data were derived.
 AW3647
 AW3647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN864909(NAD 83)
 AW3647_MARKER: DD = SURVEY DISK
 AW3647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3647_STAMPING: 972+56.43 350 L PC 1937
 AW3647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3647+STABILITY: SURFACE MOTION
 AW3647
 AW3647  HISTORY     - Date     Condition        Report By
 AW3647  HISTORY     - 1937     MONUMENTED       USE
 AW3647  HISTORY     - 1959     GOOD             NGS
 AW3647  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3647  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW3647
 AW3647                          STATION DESCRIPTION
 AW3647
 AW3647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3647'0.4 MI NE FROM PASADENA.
 AW3647'ABOUT 0.4 MILE NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3647'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE NORTHWEST BANK OF
 AW3647'THE SHIP CHANNEL, ON THE SOUTHWEST SIDE OF A DENSE BRUSH AND TREE
 AW3647'THICKET, 27 FEET NORTHWEST OF THE HIGH WATER LINE, 24 FEET SOUTH OF
 AW3647'BENCH MARK 970+50 (U.S.E.), 2 FEET SOUTHWEST OF A 2 X 6-INCH WOODEN
 AW3647'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW3647
 AW3647                          STATION RECOVERY (1964)
 AW3647
 AW3647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3647'MARK NOT FOUND.
 AW3647
 AW3647                          STATION RECOVERY (1994)
 AW3647
 AW3647'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2859 ***********************************************************************
 AW2859  DESIGNATION -  974
 AW2859  PID         -  AW2859
 AW2859  STATE/COUNTY-  TX/HARRIS
 AW2859  USGS QUAD   -  MONT BELVIEU (1994)
 AW2859
 AW2859                         *CURRENT SURVEY CONTROL
 AW2859  ___________________________________________________________________
 AW2859* NAD 83(1986)-  29 45 23.     (N)    094 56 36.     (W)     SCALED    
 AW2859* NAVD 88     -         9.82   (+/-2cm)      32.2    (feet)  VERTCON   
 AW2859  ___________________________________________________________________
 AW2859  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW2859
 AW2859  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2859
 AW2859.The horizontal coordinates were scaled from a topographic map and have
 AW2859.an estimated accuracy of +/- 6 seconds.
 AW2859
 AW2859.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2859.The vertical order pertains to the NGVD 29 superseded value.
 AW2859
 AW2859.The geoid height was determined by GEOID03.
 AW2859
 AW2859;                    North         East    Units  Estimated Accuracy
 AW2859;SPC TXSC     - 4,219,930.      992,240.      MT  (+/- 180 meters Scaled)
 AW2859
 AW2859                          SUPERSEDED SURVEY CONTROL
 AW2859
 AW2859  NGVD 29 (??/??/92)    9.821  (m)           32.22   (f) ADJ UNCH    1 2
 AW2859
 AW2859.Superseded values are not recommended for survey control.
 AW2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2859.See file dsdata.txt to determine how the superseded data were derived.
 AW2859
 AW2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN120933(NAD 83)
 AW2859_MARKER: P = PIPE CAP
 AW2859_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2859_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2859
 AW2859  HISTORY     - Date     Condition        Report By
 AW2859  HISTORY     - UNK      MONUMENTED       USGS
 AW2859  HISTORY     - 1959     GOOD             NGS
 AW2859  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2859  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2859  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2859  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2859  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AW2859
 AW2859                          STATION DESCRIPTION
 AW2859
 AW2859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2859'2.9 MI NE FROM BAYTOWN.
 AW2859'1 BLOCK SOUTH ALONG NORTH GAILLARD STREET FROM THE POSTOFFICE AT
 AW2859'BAYTOWN, THENCE ABOUT 0.75 MILE EAST ALONG EAST TEXAS AVENUE, THENCE
 AW2859'ABOUT 2.15 MILES NORTHEAST ALONG STATE HIGHWAY 146, 110 YARDS WEST OF
 AW2859'THE CENTER LINE OF MCKINNEY ROAD, 121 FEET SOUTH OF THE CENTER LINE OF
 AW2859'BOB SMITH ROAD, 27 1/2 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE,
 AW2859'21 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO A GARAGE,
 AW2859'AND ON THE TOP OF THE SOUTH SIDE OF A 4-INCH WATER PIPE PROJECTING
 AW2859'ABOUT 6 INCHES.
 AW2859
 AW2859                          STATION RECOVERY (1973)
 AW2859
 AW2859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2859'MARK NOT FOUND.
 AW2859
 AW2859                          STATION RECOVERY (1989)
 AW2859
 AW2859'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW2859'MARK NOT FOUND.
 AW2859
 AW2859                          STATION RECOVERY (1989)
 AW2859
 AW2859'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW2859'MARK NOT FOUND.
 AW2859
 AW2859                          STATION RECOVERY (1989)
 AW2859
 AW2859'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW2859'MARK NOT FOUND.
 AW2859
 AW2859                          STATION RECOVERY (1997)
 AW2859
 AW2859'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3648 ***********************************************************************
 AW3648  DESIGNATION -  975+00 350 L HSC 53
 AW3648  PID         -  AW3648
 AW3648  STATE/COUNTY-  TX/HARRIS
 AW3648  USGS QUAD   -  PASADENA (1995)
 AW3648
 AW3648                         *CURRENT SURVEY CONTROL
 AW3648  ___________________________________________________________________
 AW3648* NAD 83(1986)-  29 43 46.     (N)    095 12 34.     (W)     SCALED    
 AW3648* NAVD 88     -         5.32   (+/-2cm)      17.5    (feet)  VERTCON   
 AW3648  ___________________________________________________________________
 AW3648  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3648
 AW3648  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3648
 AW3648.The horizontal coordinates were scaled from a topographic map and have
 AW3648.an estimated accuracy of +/- 6 seconds.
 AW3648
 AW3648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3648.The vertical order pertains to the NGVD 29 superseded value.
 AW3648
 AW3648.The geoid height was determined by GEOID03.
 AW3648
 AW3648;                    North         East    Units  Estimated Accuracy
 AW3648;SPC TXSC     - 4,216,080.      966,620.      MT  (+/- 180 meters Scaled)
 AW3648
 AW3648                          SUPERSEDED SURVEY CONTROL
 AW3648
 AW3648  NGVD 29 (??/??/92)    5.312  (m)           17.43   (f) ADJ UNCH    1 2
 AW3648
 AW3648.Superseded values are not recommended for survey control.
 AW3648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3648.See file dsdata.txt to determine how the superseded data were derived.
 AW3648
 AW3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN863908(NAD 83)
 AW3648_MARKER: DD = SURVEY DISK
 AW3648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3648_STAMPING: 975+00 350 LHSC 53
 AW3648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3648+STABILITY: SURFACE MOTION
 AW3648
 AW3648  HISTORY     - Date     Condition        Report By
 AW3648  HISTORY     - UNK      MONUMENTED       USE
 AW3648  HISTORY     - 1959     GOOD             NGS
 AW3648  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3648
 AW3648                          STATION DESCRIPTION
 AW3648
 AW3648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3648'0.3 MI NE FROM PASADENA.
 AW3648'ABOUT 0.3 MILE NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3648'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE NORTHWEST BANK OF
 AW3648'THE SHIP CHANNEL, 54 FEET NORTHWEST OF THE HIGH WATER LINE, AND IN THE
 AW3648'TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3648
 AW3648                          STATION RECOVERY (1964)
 AW3648
 AW3648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0035 ***********************************************************************
 DO0035  DESIGNATION -  97.61
 DO0035  PID         -  DO0035
 DO0035  STATE/COUNTY-  TX/CLAY
 DO0035  USGS QUAD   -  HENRIETTA (1984)
 DO0035
 DO0035                         *CURRENT SURVEY CONTROL
 DO0035  ___________________________________________________________________
 DO0035* NAD 83(1986)-  33 49 08.     (N)    098 13 45.     (W)     SCALED    
 DO0035* NAVD 88     -       261.800  (meters)     858.92   (feet)  ADJUSTED  
 DO0035  ___________________________________________________________________
 DO0035  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DO0035  DYNAMIC HT  -         261.511 (meters)     857.97  (feet)  COMP
 DO0035  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 DO0035
 DO0035  VERT ORDER  -  FIRST     CLASS II
 DO0035
 DO0035.The horizontal coordinates were scaled from a topographic map and have
 DO0035.an estimated accuracy of +/- 6 seconds.
 DO0035
 DO0035.The orthometric height was determined by differential leveling
 DO0035.and adjusted by the National Geodetic Survey in June 1991..
 DO0035
 DO0035.The geoid height was determined by GEOID03.
 DO0035
 DO0035.The dynamic height is computed by dividing the NAVD 88
 DO0035.geopotential number by the normal gravity value computed on the
 DO0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0035.degrees latitude (g = 980.6199 gals.).
 DO0035
 DO0035.The modeled gravity was interpolated from observed gravity values.
 DO0035
 DO0035;                    North         East    Units  Estimated Accuracy
 DO0035;SPC TXNC     - 2,238,700.      625,070.      MT  (+/- 180 meters Scaled)
 DO0035
 DO0035                          SUPERSEDED SURVEY CONTROL
 DO0035
 DO0035  NGVD 29 (??/??/92)  261.732  (m)          858.70   (f) ADJ UNCH    1 2
 DO0035
 DO0035.Superseded values are not recommended for survey control.
 DO0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0035.See file dsdata.txt to determine how the superseded data were derived.
 DO0035
 DO0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC713423(NAD 83)
 DO0035_MARKER: Q = CHISELED SQUARE
 DO0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0035_SP_SET: BRIDGE
 DO0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0035
 DO0035  HISTORY     - Date     Condition        Report By
 DO0035  HISTORY     - UNK      MONUMENTED       BNRR
 DO0035  HISTORY     - 1950     GOOD             NGS
 DO0035
 DO0035                          STATION DESCRIPTION
 DO0035
 DO0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0035'1.6 MI NW FROM HENRIETTA.
 DO0035'1.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0035'HENRIETTA, CLAY COUNTY, AT BRIDGE 97.61, AND ON THE SOUTHEAST CORNER
 DO0035'OF THE EAST BACK WALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6441 ***********************************************************************
 AW6441  DESIGNATION -  981 00 450L USE 1955
 AW6441  PID         -  AW6441
 AW6441  STATE/COUNTY-  TX/HARRIS
 AW6441  USGS QUAD   -  PASADENA (1995)
 AW6441
 AW6441                         *CURRENT SURVEY CONTROL
 AW6441  ___________________________________________________________________
 AW6441* NAD 83(1993)-  29 43 42.20377(N)    095 12 40.56985(W)     ADJUSTED  
 AW6441* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AW6441  ___________________________________________________________________
 AW6441  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6441  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6441
 AW6441  HORZ ORDER  -  THIRD
 AW6441
 AW6441.The horizontal coordinates were established by classical geodetic methods
 AW6441.and adjusted by the National Geodetic Survey in February 1996..
 AW6441
 AW6441.The orthometric height was scaled from a topographic map.
 AW6441
 AW6441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6441
 AW6441.The geoid height was determined by GEOID03.
 AW6441
 AW6441;                    North         East     Units Scale Factor Converg.
 AW6441;SPC TXSC     - 4,215,960.008   966,446.270   MT  0.99988674   +1 51 22.1
 AW6441;SPC TXSC     -13,831,862.13  3,170,749.14   sFT  0.99988674   +1 51 22.1
 AW6441;UTM  15      - 3,290,736.647   286,122.629   MT  1.00016443   -1 05 49.1
 AW6441
 AW6441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6441!SPC TXSC     -   1.00000348  x   0.99988674  =   0.99989022
 AW6441!UTM  15      -   1.00000348  x   1.00016443  =   1.00016791
 AW6441
 AW6441:                Primary Azimuth Mark                     Grid Az
 AW6441:SPC TXSC     -  1009 00 350L USE 1948                    241 04 13.5
 AW6441:UTM  15      -  1009 00 350L USE 1948                    244 01 24.7
 AW6441
 AW6441|---------------------------------------------------------------------|
 AW6441| PID    Reference Object                     Distance      Geod. Az  |
 AW6441|                                                           dddmmss.s |
 AW6441| AW6470 1009 00 350L USE 1948               APPROX. 0.7 KM 2425535.6 |
 AW6441|---------------------------------------------------------------------|
 AW6441
 AW6441                          SUPERSEDED SURVEY CONTROL
 AW6441
 AW6441  NAD 83(1986)-  29 43 42.21909(N)    095 12 40.55041(W) AD(       ) 3
 AW6441  NAD 27      -  29 43 41.39703(N)    095 12 39.78903(W) AD(       ) 3
 AW6441
 AW6441.Superseded values are not recommended for survey control.
 AW6441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6441.See file dsdata.txt to determine how the superseded data were derived.
 AW6441
 AW6441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8612390737(NAD 83)
 AW6441_MARKER: DD = SURVEY DISK
 AW6441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6441+STABILITY: SURFACE MOTION
 AW6441
 AW6441  HISTORY     - Date     Condition        Report By
 AW6441  HISTORY     - 1955     MONUMENTED       CGS
 AW6441  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW6441
 AW6441                          STATION DESCRIPTION
 AW6441
 AW6441'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6441'LOCATED ON THE N BANK OF THE HOUSTON SHIP CHANNEL, AT THE
 AW6441'WASHBURN TUNNEL CROSSING, 113 FT. NW OF THE BANK OF THE CHANNEL,
 AW6441'AND 43 FT. E OF A WIRE FENCE.
 AW6441'
 AW6441'A U.S.E. DISK, STAMPED HSC 450 L 981+00 1953 AND SET IN THE
 AW6441'TOP OF A 15-IN. ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW6441'
 AW6441'THIS MONUMENT WAS USED AS THE AZIMUTH MARK FROM STATION
 AW6441'WARREN 1955.
 AW6441'
 AW6441'THIS STATION IS ALONG THE U.S.E. 1948 TRAVERSE.
 AW6441'
 AW6441'THIS IS A TRAVERSE STATION.
 AW6441
 AW6441                          STATION RECOVERY (1994)
 AW6441
 AW6441'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3650 ***********************************************************************
 AW3650  DESIGNATION -  981+00 350 L 1937 USE
 AW3650  PID         -  AW3650
 AW3650  STATE/COUNTY-  TX/HARRIS
 AW3650  USGS QUAD   -  PASADENA (1995)
 AW3650
 AW3650                         *CURRENT SURVEY CONTROL
 AW3650  ___________________________________________________________________
 AW3650* NAD 83(1986)-  29 43 42.     (N)    095 12 38.     (W)     SCALED    
 AW3650* NAVD 88     -         5.34   (+/-2cm)      17.5    (feet)  VERTCON   
 AW3650  ___________________________________________________________________
 AW3650  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3650
 AW3650  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3650
 AW3650.The horizontal coordinates were scaled from a topographic map and have
 AW3650.an estimated accuracy of +/- 6 seconds.
 AW3650
 AW3650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3650.The vertical order pertains to the NGVD 29 superseded value.
 AW3650
 AW3650.The geoid height was determined by GEOID03.
 AW3650
 AW3650;                    North         East    Units  Estimated Accuracy
 AW3650;SPC TXSC     - 4,215,960.      966,520.      MT  (+/- 180 meters Scaled)
 AW3650
 AW3650                          SUPERSEDED SURVEY CONTROL
 AW3650
 AW3650  NGVD 29 (??/??/92)    5.337  (m)           17.51   (f) ADJ UNCH    1 2
 AW3650
 AW3650.Superseded values are not recommended for survey control.
 AW3650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3650.See file dsdata.txt to determine how the superseded data were derived.
 AW3650
 AW3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN861907(NAD 83)
 AW3650_MARKER: DD = SURVEY DISK
 AW3650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3650_STAMPING: 981+00 350 LHSC 53
 AW3650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3650+STABILITY: SURFACE MOTION
 AW3650
 AW3650  HISTORY     - Date     Condition        Report By
 AW3650  HISTORY     - 1937     MONUMENTED       USE
 AW3650  HISTORY     - 1964     GOOD             NGS
 AW3650
 AW3650                          STATION DESCRIPTION
 AW3650
 AW3650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3650'IN PASADENA.
 AW3650'ABOUT 0.2 MILE SOUTH-SOUTHEAST OF THE NORTH ENTRANCE TO THE WASHBURN
 AW3650'TUNNEL AT PASADENA, 122 FEET NORTHEAST OF A FENCE, 98 FEET SOUTHEAST
 AW3650'OF BENCH MARK 981+00 450 (U.S.E.), 22 FEET NORTHWEST OF THE NORTHWEST
 AW3650'EDGE OF THE HOUSTON SHIP CHANNEL, AND SET IN THE TOP OF A CONCRETE
 AW3650'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3652 ***********************************************************************
 AW3652  DESIGNATION -  981+00 450 L HSC 53
 AW3652  PID         -  AW3652
 AW3652  STATE/COUNTY-  TX/HARRIS
 AW3652  USGS QUAD   -  PASADENA (1995)
 AW3652
 AW3652                         *CURRENT SURVEY CONTROL
 AW3652  ___________________________________________________________________
 AW3652* NAD 83(1986)-  29 43 42.     (N)    095 12 39.     (W)     SCALED    
 AW3652* NAVD 88     -         5.57   (+/-2cm)      18.3    (feet)  VERTCON   
 AW3652  ___________________________________________________________________
 AW3652  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3652
 AW3652  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3652
 AW3652.The horizontal coordinates were scaled from a topographic map and have
 AW3652.an estimated accuracy of +/- 6 seconds.
 AW3652
 AW3652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3652.The vertical order pertains to the NGVD 29 superseded value.
 AW3652
 AW3652.The geoid height was determined by GEOID03.
 AW3652
 AW3652;                    North         East    Units  Estimated Accuracy
 AW3652;SPC TXSC     - 4,215,960.      966,490.      MT  (+/- 180 meters Scaled)
 AW3652
 AW3652                          SUPERSEDED SURVEY CONTROL
 AW3652
 AW3652  NGVD 29 (??/??/92)    5.563  (m)           18.25   (f) ADJ UNCH    1 2
 AW3652
 AW3652.Superseded values are not recommended for survey control.
 AW3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3652.See file dsdata.txt to determine how the superseded data were derived.
 AW3652
 AW3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN861907(NAD 83)
 AW3652_MARKER: DD = SURVEY DISK
 AW3652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3652_STAMPING: 981+00 450 LHSC 53
 AW3652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3652+STABILITY: SURFACE MOTION
 AW3652
 AW3652  HISTORY     - Date     Condition        Report By
 AW3652  HISTORY     - UNK      MONUMENTED       USE
 AW3652  HISTORY     - 1964     GOOD             NGS
 AW3652
 AW3652                          STATION DESCRIPTION
 AW3652
 AW3652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3652'0.3 MI SE FROM PASADENA.
 AW3652'ABOUT 0.3 MILE SOUTHEAST OF THE NORTH END OF THE WASHBURN TUNNEL AT
 AW3652'PASADENA, 124 FEET NORTH OF THE HIGH WATER LINE OF THE HOUSTON SHIP
 AW3652'CHANNEL, 100 FEET NORTHWEST OF BENCH MARK 981+00 (USE), 43 1/2 FEET
 AW3652'EAST OF A FENCE ON THE EAST SIDE OF THE TUNNEL, AND SET IN THE TOP OF
 AW3652'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3482 ***********************************************************************
 AW3482  DESIGNATION -  98+19.94 600 PT
 AW3482  PID         -  AW3482
 AW3482  STATE/COUNTY-  TX/HARRIS
 AW3482  USGS QUAD   -  LA PORTE (1982)
 AW3482
 AW3482                         *CURRENT SURVEY CONTROL
 AW3482  ___________________________________________________________________
 AW3482* NAD 83(1986)-  29 41 57.     (N)    095 00 14.     (W)     SCALED    
 AW3482* NAVD 88     -         1.75   (+/-2cm)       5.7    (feet)  VERTCON   
 AW3482  ___________________________________________________________________
 AW3482  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3482
 AW3482  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3482
 AW3482.The horizontal coordinates were scaled from a topographic map and have
 AW3482.an estimated accuracy of +/- 6 seconds.
 AW3482
 AW3482.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3482.The vertical order pertains to the NGVD 29 superseded value.
 AW3482
 AW3482.The geoid height was determined by GEOID03.
 AW3482
 AW3482;                    North         East    Units  Estimated Accuracy
 AW3482;SPC TXSC     - 4,213,390.      986,610.      MT  (+/- 180 meters Scaled)
 AW3482
 AW3482                          SUPERSEDED SURVEY CONTROL
 AW3482
 AW3482  NGVD 29 (??/??/92)    1.743  (m)            5.72   (f) ADJ UNCH    1 2
 AW3482
 AW3482.Superseded values are not recommended for survey control.
 AW3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3482.See file dsdata.txt to determine how the superseded data were derived.
 AW3482
 AW3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN061871(NAD 83)
 AW3482_MARKER: DD = SURVEY DISK
 AW3482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3482_STAMPING: 98+94 600 PT
 AW3482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3482+STABILITY: SURFACE MOTION
 AW3482
 AW3482  HISTORY     - Date     Condition        Report By
 AW3482  HISTORY     - UNK      MONUMENTED       USE
 AW3482  HISTORY     - 1959     GOOD             NGS
 AW3482  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3482
 AW3482                          STATION DESCRIPTION
 AW3482
 AW3482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3482'2.1 MI NW FROM MORGAN POINT.
 AW3482'ABOUT 2.1 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3482'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3482'BANK OF SPILMAN ISLAND, 7 FEET SOUTHWEST OF THE HIGH WATER LINE OF THE
 AW3482'CHANNEL, 2 1/2 FEET NORTH OF A WOODEN WITNESS POST, AND IN THE TOP OF
 AW3482'A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND. NOTE-- IT IS
 AW3482'BELIEVED TO HAVE BEEN WASHED OUT SINCE IT WAS ONLY 7 FEET FROM THE
 AW3482'HIGH WATER LINE IN 1959 AND THE BANK HAS ERODED AWAY QUITE A BIT SINCE
 AW3482'THAT TIME.
 AW3482
 AW3482                          STATION RECOVERY (1964)
 AW3482
 AW3482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0697 ***********************************************************************
 BM0697  DESIGNATION -  983 SA
 BM0697  PID         -  BM0697
 BM0697  STATE/COUNTY-  TX/WILLIAMSON
 BM0697  USGS QUAD   -  LEANDER (1987)
 BM0697
 BM0697                         *CURRENT SURVEY CONTROL
 BM0697  ___________________________________________________________________
 BM0697* NAD 83(1986)-  30 34 43.     (N)    097 51 07.     (W)     SCALED    
 BM0697* NAVD 88     -       297.505  (meters)     976.06   (feet)  ADJUSTED  
 BM0697  ___________________________________________________________________
 BM0697  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BM0697  DYNAMIC HT  -         297.100 (meters)     974.74  (feet)  COMP
 BM0697  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 BM0697
 BM0697  VERT ORDER  -  SECOND    CLASS 0
 BM0697
 BM0697.The horizontal coordinates were scaled from a topographic map and have
 BM0697.an estimated accuracy of +/- 6 seconds.
 BM0697
 BM0697.The orthometric height was determined by differential leveling
 BM0697.and adjusted by the National Geodetic Survey in June 1991..
 BM0697
 BM0697.The geoid height was determined by GEOID03.
 BM0697
 BM0697.The dynamic height is computed by dividing the NAVD 88
 BM0697.geopotential number by the normal gravity value computed on the
 BM0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0697.degrees latitude (g = 980.6199 gals.).
 BM0697
 BM0697.The modeled gravity was interpolated from observed gravity values.
 BM0697
 BM0697;                    North         East    Units  Estimated Accuracy
 BM0697;SPC TX C     - 3,103,750.      937,980.      MT  (+/- 180 meters Scaled)
 BM0697
 BM0697                          SUPERSEDED SURVEY CONTROL
 BM0697
 BM0697  NGVD 29 (??/??/92)  297.430  (m)          975.82   (f) ADJ UNCH    2 0
 BM0697
 BM0697.Superseded values are not recommended for survey control.
 BM0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0697.See file dsdata.txt to determine how the superseded data were derived.
 BM0697
 BM0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU100834(NAD 83)
 BM0697_MARKER: P = PIPE CAP
 BM0697_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0697_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0697_STAMPING: 983 SA
 BM0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0697
 BM0697  HISTORY     - Date     Condition        Report By
 BM0697  HISTORY     - UNK      MONUMENTED       USGS
 BM0697  HISTORY     - 1933     GOOD             NGS
 BM0697  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0697  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0697
 BM0697                          STATION DESCRIPTION
 BM0697
 BM0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0697'IN LEANDER.
 BM0697'A LEANDER, WILLIAMSON COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD,
 BM0697'650 FEET SOUTH OF THE STATION, AT A ROAD CROSSING, ON THE SOUTH SIDE
 BM0697'OF THE ROAD, AND 46 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 BM0697'STANDARD DISK, STAMPED 983 SA AND RIVETED ON THE TOP OF A 3-1/2 INCH
 BM0697'IRON PIPE.
 BM0697
 BM0697                          STATION RECOVERY (1990)
 BM0697
 BM0697'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0697'MARK NOT FOUND.
 BM0697
 BM0697                          STATION RECOVERY (1999)
 BM0697
 BM0697'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1038 ***********************************************************************
 BZ1038  DESIGNATION -  987.9 MKTRR
 BZ1038  PID         -  BZ1038
 BZ1038  STATE/COUNTY-  TX/HAMILTON
 BZ1038  USGS QUAD   -  SPRING CREEK GAP (1979)
 BZ1038
 BZ1038                         *CURRENT SURVEY CONTROL
 BZ1038  ___________________________________________________________________
 BZ1038* NAD 83(1986)-  31 57 47.     (N)    097 59 50.     (W)     SCALED    
 BZ1038* NAVD 88     -       301.128  (meters)     987.95   (feet)  ADJUSTED  
 BZ1038  ___________________________________________________________________
 BZ1038  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BZ1038  DYNAMIC HT  -         300.748 (meters)     986.70  (feet)  COMP
 BZ1038  MODELED GRAV-     979,370.3   (mgal)                       NAVD 88
 BZ1038
 BZ1038  VERT ORDER  -  SECOND    CLASS 0
 BZ1038
 BZ1038.The horizontal coordinates were scaled from a topographic map and have
 BZ1038.an estimated accuracy of +/- 6 seconds.
 BZ1038
 BZ1038.The orthometric height was determined by differential leveling
 BZ1038.and adjusted by the National Geodetic Survey in June 1991..
 BZ1038
 BZ1038.The geoid height was determined by GEOID03.
 BZ1038
 BZ1038.The dynamic height is computed by dividing the NAVD 88
 BZ1038.geopotential number by the normal gravity value computed on the
 BZ1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1038.degrees latitude (g = 980.6199 gals.).
 BZ1038
 BZ1038.The modeled gravity was interpolated from observed gravity values.
 BZ1038
 BZ1038;                    North         East    Units  Estimated Accuracy
 BZ1038;SPC TX C     - 3,256,900.      920,820.      MT  (+/- 180 meters Scaled)
 BZ1038
 BZ1038                          SUPERSEDED SURVEY CONTROL
 BZ1038
 BZ1038  NGVD 29 (??/??/92)  301.061  (m)          987.73   (f) ADJ UNCH    2 0
 BZ1038
 BZ1038.Superseded values are not recommended for survey control.
 BZ1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1038.See file dsdata.txt to determine how the superseded data were derived.
 BZ1038
 BZ1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA947367(NAD 83)
 BZ1038_MARKER: DB = BENCH MARK DISK
 BZ1038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1038_SP_SET: ABUTMENT
 BZ1038_STAMPING: 987.731
 BZ1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1038
 BZ1038  HISTORY     - Date     Condition        Report By
 BZ1038  HISTORY     - UNK      MONUMENTED       MKTRR
 BZ1038  HISTORY     - 1951     GOOD             NGS
 BZ1038
 BZ1038                          STATION DESCRIPTION
 BZ1038
 BZ1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ1038'02.7 MI E FROM HICO.
 BZ1038'ABOUT 02.7 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 BZ1038'HICO, HAMILTON COUNTY, AT BRIDGE 82.2, A STEEL SPAN BRIDGE, IN THE TOP
 BZ1038'OF THE SOUTHWEST CONCRETE ABUTMENT.  A STANDARD M.K.T.R.R. DISK
 BZ1038'STAMPED 987.731.  NOTE-- THIS BRIDGE NUMBER REFERS TO THE ORIGINAL
 BZ1038'MILEAGE.  THE NUMBER WILL BE CHANGED WHEN THE ROUTE AROUND LAKE
 BZ1038'WHITNEY IS COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0197 ***********************************************************************
 BN0197  DESIGNATION -  988
 BN0197  PID         -  BN0197
 BN0197  STATE/COUNTY-  TX/LLANO
 BN0197  USGS QUAD   -  LONE GROVE (1956)
 BN0197
 BN0197                         *CURRENT SURVEY CONTROL
 BN0197  ___________________________________________________________________
 BN0197* NAD 83(1986)-  30 46 15.     (N)    098 35 39.     (W)     SCALED    
 BN0197* NAVD 88     -       298.952  (meters)     980.81   (feet)  ADJUSTED  
 BN0197  ___________________________________________________________________
 BN0197  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 BN0197  DYNAMIC HT  -         298.557 (meters)     979.52  (feet)  COMP
 BN0197  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 BN0197
 BN0197  VERT ORDER  -  SECOND    CLASS 0
 BN0197
 BN0197.The horizontal coordinates were scaled from a topographic map and have
 BN0197.an estimated accuracy of +/- 6 seconds.
 BN0197
 BN0197.The orthometric height was determined by differential leveling
 BN0197.and adjusted by the National Geodetic Survey in June 1991..
 BN0197
 BN0197.The geoid height was determined by GEOID03.
 BN0197
 BN0197.The dynamic height is computed by dividing the NAVD 88
 BN0197.geopotential number by the normal gravity value computed on the
 BN0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0197.degrees latitude (g = 980.6199 gals.).
 BN0197
 BN0197.The modeled gravity was interpolated from observed gravity values.
 BN0197
 BN0197;                    North         East    Units  Estimated Accuracy
 BN0197;SPC TX C     - 3,123,700.      866,470.      MT  (+/- 180 meters Scaled)
 BN0197
 BN0197                          SUPERSEDED SURVEY CONTROL
 BN0197
 BN0197  NGVD 29 (??/??/92)  298.904  (m)          980.65   (f) ADJ UNCH    2 0
 BN0197
 BN0197.Superseded values are not recommended for survey control.
 BN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0197.See file dsdata.txt to determine how the superseded data were derived.
 BN0197
 BN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV388042(NAD 83)
 BN0197_MARKER: DD = SURVEY DISK
 BN0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0197_SP_SET: IRON POST
 BN0197_STAMPING: 988 SA
 BN0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0197
 BN0197  HISTORY     - Date     Condition        Report By
 BN0197  HISTORY     - UNK      MONUMENTED       USGS
 BN0197  HISTORY     - 1933     GOOD             NGS
 BN0197
 BN0197                          STATION DESCRIPTION
 BN0197
 BN0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0197'5.8 MI SE FROM LLANO.
 BN0197'5.8 MILES SOUTHEAST OF LLANO ON T AND N O R R.  0.44 MILE WEST OF
 BN0197'BRIDGE OVER LITTLE SANDY CREEK.  150 FEET EAST OF CENTERLINE OF TRACKS
 BN0197'IN RIGHT-OF-WAY FENCE LINE.  6 FT. EAST OF GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3670 ***********************************************************************
 AW3670  DESIGNATION -  988+00 350 L HSC 53
 AW3670  PID         -  AW3670
 AW3670  STATE/COUNTY-  TX/HARRIS
 AW3670  USGS QUAD   -  PASADENA (1995)
 AW3670
 AW3670                         *CURRENT SURVEY CONTROL
 AW3670  ___________________________________________________________________
 AW3670* NAD 83(1986)-  29 43 36.     (N)    095 12 47.     (W)     SCALED    
 AW3670* NAVD 88     -         3.63   (+/-2cm)      11.9    (feet)  VERTCON   
 AW3670  ___________________________________________________________________
 AW3670  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3670
 AW3670  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3670
 AW3670.The horizontal coordinates were scaled from a topographic map and have
 AW3670.an estimated accuracy of +/- 6 seconds.
 AW3670
 AW3670.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3670.The vertical order pertains to the NGVD 29 superseded value.
 AW3670
 AW3670.The geoid height was determined by GEOID03.
 AW3670
 AW3670;                    North         East    Units  Estimated Accuracy
 AW3670;SPC TXSC     - 4,215,760.      966,280.      MT  (+/- 180 meters Scaled)
 AW3670
 AW3670                          SUPERSEDED SURVEY CONTROL
 AW3670
 AW3670  NGVD 29 (??/??/92)    3.627  (m)           11.90   (f) ADJ UNCH    1 2
 AW3670
 AW3670.Superseded values are not recommended for survey control.
 AW3670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3670.See file dsdata.txt to determine how the superseded data were derived.
 AW3670
 AW3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN859905(NAD 83)
 AW3670_MARKER: DD = SURVEY DISK
 AW3670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3670_STAMPING: 988+00 350 LHSC 53
 AW3670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3670+STABILITY: SURFACE MOTION
 AW3670
 AW3670  HISTORY     - Date     Condition        Report By
 AW3670  HISTORY     - UNK      MONUMENTED       USE
 AW3670  HISTORY     - 1964     GOOD             NGS
 AW3670
 AW3670                          STATION DESCRIPTION
 AW3670
 AW3670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3670'0.15 MI SW FROM PASADENA.
 AW3670'ABOUT 0.15 MILE SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3670'NORTH END OF THE WASHBURN TUNNEL AT PASADENA, ABOUT 0.15 MILE SOUTH OF
 AW3670'SEVERAL STOCK PENS, 109 FEET SOUTHEAST OF THE CENTER LINE OF A DIM
 AW3670'SHELL ROAD, 23 FEET NORTHWEST OF THE HIGH WATER LINE OF THE CHANNEL,
 AW3670'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3669 ***********************************************************************
 AW3669  DESIGNATION -  988+00 450 L HSC 53
 AW3669  PID         -  AW3669
 AW3669  STATE/COUNTY-  TX/HARRIS
 AW3669  USGS QUAD   -  PASADENA (1995)
 AW3669
 AW3669                         *CURRENT SURVEY CONTROL
 AW3669  ___________________________________________________________________
 AW3669* NAD 83(1986)-  29 43 36.     (N)    095 12 46.     (W)     SCALED    
 AW3669* NAVD 88     -         4.60   (+/-2cm)      15.1    (feet)  VERTCON   
 AW3669  ___________________________________________________________________
 AW3669  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3669
 AW3669  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3669
 AW3669.The horizontal coordinates were scaled from a topographic map and have
 AW3669.an estimated accuracy of +/- 6 seconds.
 AW3669
 AW3669.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3669.The vertical order pertains to the NGVD 29 superseded value.
 AW3669
 AW3669.The geoid height was determined by GEOID03.
 AW3669
 AW3669;                    North         East    Units  Estimated Accuracy
 AW3669;SPC TXSC     - 4,215,760.      966,310.      MT  (+/- 180 meters Scaled)
 AW3669
 AW3669                          SUPERSEDED SURVEY CONTROL
 AW3669
 AW3669  NGVD 29 (??/??/92)    4.600  (m)           15.09   (f) ADJ UNCH    1 2
 AW3669
 AW3669.Superseded values are not recommended for survey control.
 AW3669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3669.See file dsdata.txt to determine how the superseded data were derived.
 AW3669
 AW3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN859905(NAD 83)
 AW3669_MARKER: DD = SURVEY DISK
 AW3669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3669_STAMPING: 988+00 450 LHSC 53
 AW3669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3669+STABILITY: SURFACE MOTION
 AW3669
 AW3669  HISTORY     - Date     Condition        Report By
 AW3669  HISTORY     - UNK      MONUMENTED       USE
 AW3669  HISTORY     - 1959     GOOD             NGS
 AW3669  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3669
 AW3669                          STATION DESCRIPTION
 AW3669
 AW3669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3669'0.5 MI SW FROM PASADENA.
 AW3669'ABOUT 0.5 MILE SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3669'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, 137 FEET NORTHWEST OF THE
 AW3669'HIGH WATER LINE OF THE CHANNEL, 100 FEET NORTHWEST OF BENCH MARK
 AW3669'988+00 350 (U.S.E.), 12 FEET SOUTHEAST OF THE CENTER LINE OF A DIM
 AW3669'SHELL ROAD BED, 3 FEET NORTHWEST OF A 2 X 4-INCH WOODEN POST, AND IN
 AW3669'THE TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND.
 AW3669
 AW3669                          STATION RECOVERY (1964)
 AW3669
 AW3669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0033 ***********************************************************************
 DO0033  DESIGNATION -  99
 DO0033  PID         -  DO0033
 DO0033  STATE/COUNTY-  TX/CLAY
 DO0033  USGS QUAD   -  HENRIETTA (1984)
 DO0033
 DO0033                         *CURRENT SURVEY CONTROL
 DO0033  ___________________________________________________________________
 DO0033* NAD 83(1986)-  33 49 38.     (N)    098 14 55.     (W)     SCALED    
 DO0033* NAVD 88     -       262.036  (meters)     859.70   (feet)  ADJUSTED  
 DO0033  ___________________________________________________________________
 DO0033  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DO0033  DYNAMIC HT  -         261.746 (meters)     858.75  (feet)  COMP
 DO0033  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 DO0033
 DO0033  VERT ORDER  -  FIRST     CLASS II
 DO0033
 DO0033.The horizontal coordinates were scaled from a topographic map and have
 DO0033.an estimated accuracy of +/- 6 seconds.
 DO0033
 DO0033.The orthometric height was determined by differential leveling
 DO0033.and adjusted by the National Geodetic Survey in June 1991..
 DO0033
 DO0033.The geoid height was determined by GEOID03.
 DO0033
 DO0033.The dynamic height is computed by dividing the NAVD 88
 DO0033.geopotential number by the normal gravity value computed on the
 DO0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0033.degrees latitude (g = 980.6199 gals.).
 DO0033
 DO0033.The modeled gravity was interpolated from observed gravity values.
 DO0033
 DO0033;                    North         East    Units  Estimated Accuracy
 DO0033;SPC TXNC     - 2,239,620.      623,270.      MT  (+/- 180 meters Scaled)
 DO0033
 DO0033                          SUPERSEDED SURVEY CONTROL
 DO0033
 DO0033  NGVD 29 (??/??/92)  261.968  (m)          859.47   (f) ADJ UNCH    1 2
 DO0033
 DO0033.Superseded values are not recommended for survey control.
 DO0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0033.See file dsdata.txt to determine how the superseded data were derived.
 DO0033
 DO0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC695432(NAD 83)
 DO0033_MARKER: Z = SEE DESCRIPTION
 DO0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0033_SP_SET: MILEPOST
 DO0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0033
 DO0033  HISTORY     - Date     Condition        Report By
 DO0033  HISTORY     - UNK      MONUMENTED       BNRR
 DO0033  HISTORY     - 1950     GOOD             NGS
 DO0033
 DO0033                          STATION DESCRIPTION
 DO0033
 DO0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0033'2.9 MI NW FROM HENRIETTA.
 DO0033'2.9 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0033'HENRIETTA, CLAY COUNTY, AT MILEPOST 99.  THE TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0700 ***********************************************************************
 BM0700  DESIGNATION -  993 SA
 BM0700  PID         -  BM0700
 BM0700  STATE/COUNTY-  TX/WILLIAMSON
 BM0700  USGS QUAD   -  LEANDER (1987)
 BM0700
 BM0700                         *CURRENT SURVEY CONTROL
 BM0700  ___________________________________________________________________
 BM0700* NAD 83(1986)-  30 33 24.     (N)    097 50 33.     (W)     SCALED    
 BM0700* NAVD 88     -       300.493  (meters)     985.87   (feet)  ADJUSTED  
 BM0700  ___________________________________________________________________
 BM0700  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BM0700  DYNAMIC HT  -         300.085 (meters)     984.53  (feet)  COMP
 BM0700  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 BM0700
 BM0700  VERT ORDER  -  SECOND    CLASS 0
 BM0700
 BM0700.The horizontal coordinates were scaled from a topographic map and have
 BM0700.an estimated accuracy of +/- 6 seconds.
 BM0700
 BM0700.The orthometric height was determined by differential leveling
 BM0700.and adjusted by the National Geodetic Survey in June 1991..
 BM0700
 BM0700.The geoid height was determined by GEOID03.
 BM0700
 BM0700.The dynamic height is computed by dividing the NAVD 88
 BM0700.geopotential number by the normal gravity value computed on the
 BM0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0700.degrees latitude (g = 980.6199 gals.).
 BM0700
 BM0700.The modeled gravity was interpolated from observed gravity values.
 BM0700
 BM0700;                    North         East    Units  Estimated Accuracy
 BM0700;SPC TX C     - 3,101,340.      938,940.      MT  (+/- 180 meters Scaled)
 BM0700
 BM0700                          SUPERSEDED SURVEY CONTROL
 BM0700
 BM0700  NGVD 29 (??/??/92)  300.419  (m)          985.62   (f) ADJ UNCH    2 0
 BM0700
 BM0700.Superseded values are not recommended for survey control.
 BM0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0700.See file dsdata.txt to determine how the superseded data were derived.
 BM0700
 BM0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU110810(NAD 83)
 BM0700_MARKER: P = PIPE CAP
 BM0700_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0700_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0700_STAMPING: 993 SA
 BM0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0700
 BM0700  HISTORY     - Date     Condition        Report By
 BM0700  HISTORY     - UNK      MONUMENTED       USGS
 BM0700  HISTORY     - 1933     GOOD             NGS
 BM0700  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0700
 BM0700                          STATION DESCRIPTION
 BM0700
 BM0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0700'1.7 MI SE FROM LEANDER.
 BM0700'1.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BM0700'LEANDER, WILLIAMSON COUNTY, AND 45 FEET SOUTHWEST OF THE CENTER LINE
 BM0700'OF THE TRACK.  A USGS SURVEY STANDARD CAP, STAMPED 993 SA AND RIVETED
 BM0700'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 BM0700
 BM0700                          STATION RECOVERY (1999)
 BM0700
 BM0700'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3671 ***********************************************************************
 AW3671  DESIGNATION -  993+65.97 250 L HSC 53
 AW3671  PID         -  AW3671
 AW3671  STATE/COUNTY-  TX/HARRIS
 AW3671  USGS QUAD   -  PASADENA (1995)
 AW3671
 AW3671                         *CURRENT SURVEY CONTROL
 AW3671  ___________________________________________________________________
 AW3671* NAD 83(1986)-  29 43 34.     (N)    095 12 51.     (W)     SCALED    
 AW3671* NAVD 88     -         3.13   (+/-2cm)      10.3    (feet)  VERTCON   
 AW3671  ___________________________________________________________________
 AW3671  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3671
 AW3671  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3671
 AW3671.The horizontal coordinates were scaled from a topographic map and have
 AW3671.an estimated accuracy of +/- 6 seconds.
 AW3671
 AW3671.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3671.The vertical order pertains to the NGVD 29 superseded value.
 AW3671
 AW3671.The geoid height was determined by GEOID03.
 AW3671
 AW3671;                    North         East    Units  Estimated Accuracy
 AW3671;SPC TXSC     - 4,215,700.      966,170.      MT  (+/- 180 meters Scaled)
 AW3671
 AW3671                          SUPERSEDED SURVEY CONTROL
 AW3671
 AW3671  NGVD 29 (??/??/92)    3.126  (m)           10.26   (f) ADJ UNCH    1 2
 AW3671
 AW3671.Superseded values are not recommended for survey control.
 AW3671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3671.See file dsdata.txt to determine how the superseded data were derived.
 AW3671
 AW3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN858904(NAD 83)
 AW3671_MARKER: DD = SURVEY DISK
 AW3671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3671_STAMPING: 993+65.97 350 LHSC 53
 AW3671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3671+STABILITY: SURFACE MOTION
 AW3671
 AW3671  HISTORY     - Date     Condition        Report By
 AW3671  HISTORY     - UNK      MONUMENTED       USE
 AW3671  HISTORY     - 1964     GOOD             NGS
 AW3671
 AW3671                          STATION DESCRIPTION
 AW3671
 AW3671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3671'0.25 MI SW FROM PASADENA.
 AW3671'ABOUT 0.25 MILE SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3671'NORTH END OF THE WASHBURN TUNNEL AT PASADENA, ON THE EAST SIDE AND AT
 AW3671'THE BOTTOM OF A CLAY KNOLL, 100 FEET SOUTHEAST OF A LIVE OAK TREE ON
 AW3671'THE CREST OF A SMALL KNOLL, 19 FEET NORTH OF THE HIGH WATER LINE, AND
 AW3671'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3479 ***********************************************************************
 AW3479  DESIGNATION -  99+38.20 550 60
 AW3479  PID         -  AW3479
 AW3479  STATE/COUNTY-  TX/HARRIS
 AW3479  USGS QUAD   -  LA PORTE (1982)
 AW3479
 AW3479                         *CURRENT SURVEY CONTROL
 AW3479  ___________________________________________________________________
 AW3479* NAD 83(1986)-  29 41 55.     (N)    095 00 16.     (W)     SCALED    
 AW3479* NAVD 88     -         1.99   (+/-2cm)       6.5    (feet)  VERTCON   
 AW3479  ___________________________________________________________________
 AW3479  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3479
 AW3479  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3479
 AW3479.The horizontal coordinates were scaled from a topographic map and have
 AW3479.an estimated accuracy of +/- 6 seconds.
 AW3479
 AW3479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3479.The vertical order pertains to the NGVD 29 superseded value.
 AW3479
 AW3479.The geoid height was determined by GEOID03.
 AW3479
 AW3479;                    North         East    Units  Estimated Accuracy
 AW3479;SPC TXSC     - 4,213,330.      986,560.      MT  (+/- 180 meters Scaled)
 AW3479
 AW3479                          SUPERSEDED SURVEY CONTROL
 AW3479
 AW3479  NGVD 29 (??/??/92)    1.986  (m)            6.52   (f) ADJ UNCH    1 2
 AW3479
 AW3479.Superseded values are not recommended for survey control.
 AW3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3479.See file dsdata.txt to determine how the superseded data were derived.
 AW3479
 AW3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN060870(NAD 83)
 AW3479_MARKER: DD = SURVEY DISK
 AW3479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3479_STAMPING: 99+38.20 550 60
 AW3479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3479+STABILITY: SURFACE MOTION
 AW3479
 AW3479  HISTORY     - Date     Condition        Report By
 AW3479  HISTORY     - UNK      MONUMENTED       USE
 AW3479  HISTORY     - 1964     GOOD             NGS
 AW3479
 AW3479                          STATION DESCRIPTION
 AW3479
 AW3479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3479'1.95 MI NW FROM MORGAN POINT.
 AW3479'ABOUT 1.95 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3479'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3479'BANK OF SPILMAN ISLAND, 252 FEET NORTH OF THE CENTER LINE OF A DIRT
 AW3479'LEVEE, ABOUT 90 FEET SOUTHEAST OF A TREE, 76 FEET SOUTHWEST OF THE
 AW3479'HIGH WATER LINE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW3479'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3672 ***********************************************************************
 AW3672  DESIGNATION -  995+00 350 L HSC 53
 AW3672  PID         -  AW3672
 AW3672  STATE/COUNTY-  TX/HARRIS
 AW3672  USGS QUAD   -  PASADENA (1995)
 AW3672
 AW3672                         *CURRENT SURVEY CONTROL
 AW3672  ___________________________________________________________________
 AW3672* NAD 83(1986)-  29 43 34.     (N)    095 12 52.     (W)     SCALED    
 AW3672* NAVD 88     -         3.65   (+/-2cm)      12.0    (feet)  VERTCON   
 AW3672  ___________________________________________________________________
 AW3672  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3672
 AW3672  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3672
 AW3672.The horizontal coordinates were scaled from a topographic map and have
 AW3672.an estimated accuracy of +/- 6 seconds.
 AW3672
 AW3672.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3672.The vertical order pertains to the NGVD 29 superseded value.
 AW3672
 AW3672.The geoid height was determined by GEOID03.
 AW3672
 AW3672;                    North         East    Units  Estimated Accuracy
 AW3672;SPC TXSC     - 4,215,700.      966,150.      MT  (+/- 180 meters Scaled)
 AW3672
 AW3672                          SUPERSEDED SURVEY CONTROL
 AW3672
 AW3672  NGVD 29 (??/??/92)    3.645  (m)           11.96   (f) ADJ UNCH    1 2
 AW3672
 AW3672.Superseded values are not recommended for survey control.
 AW3672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3672.See file dsdata.txt to determine how the superseded data were derived.
 AW3672
 AW3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN858904(NAD 83)
 AW3672_MARKER: DD = SURVEY DISK
 AW3672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3672_STAMPING: 995+00 350 LHSC 53
 AW3672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3672+STABILITY: SURFACE MOTION
 AW3672
 AW3672  HISTORY     - Date     Condition        Report By
 AW3672  HISTORY     - UNK      MONUMENTED       USE
 AW3672  HISTORY     - 1959     GOOD             NGS
 AW3672  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3672
 AW3672                          STATION DESCRIPTION
 AW3672
 AW3672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3672'0.3 MI SW FROM PASADENA.
 AW3672'ABOUT 0.3 MILE SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3672'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE SOUTHWEST SIDE OF
 AW3672'A CLAY KNOLL, 24 FEET NORTHWEST OF THE HIGH WATER LINE OF THE CHANNEL,
 AW3672'41 1/2 FEET NORTHEAST OF BENCH MARK 995+41.37 350 LHSC 53, AND IN THE
 AW3672'TOP OF A CONCRETE POST, POURED IN PLACE, FLUSH WITH THE GROUND. A
 AW3672'CONCRETE POST BEARING A DISK WAS FOUND IN SHALLOW WATER ALONG THE BANK
 AW3672'OF THE SHIP CHANNEL AT THE DESCRIBED LOCATION.  THIS MARK IS BELIEVED
 AW3672'TO HAVE BEEN DESTROYED BY EROSION.  THE DISK WAS NOT RECOVERED.
 AW3672
 AW3672                          STATION RECOVERY (1964)
 AW3672
 AW3672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3673 ***********************************************************************
 AW3673  DESIGNATION -  995+41.37 350 L HSC
 AW3673  PID         -  AW3673
 AW3673  STATE/COUNTY-  TX/HARRIS
 AW3673  USGS QUAD   -  PASADENA (1995)
 AW3673
 AW3673                         *CURRENT SURVEY CONTROL
 AW3673  ___________________________________________________________________
 AW3673* NAD 83(1986)-  29 43 34.     (N)    095 12 52.     (W)     SCALED    
 AW3673* NAVD 88     -         3.02   (+/-2cm)       9.9    (feet)  VERTCON   
 AW3673  ___________________________________________________________________
 AW3673  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3673
 AW3673  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3673
 AW3673.The horizontal coordinates were scaled from a topographic map and have
 AW3673.an estimated accuracy of +/- 6 seconds.
 AW3673
 AW3673.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3673.The vertical order pertains to the NGVD 29 superseded value.
 AW3673
 AW3673.The geoid height was determined by GEOID03.
 AW3673
 AW3673;                    North         East    Units  Estimated Accuracy
 AW3673;SPC TXSC     - 4,215,700.      966,150.      MT  (+/- 180 meters Scaled)
 AW3673
 AW3673                          SUPERSEDED SURVEY CONTROL
 AW3673
 AW3673  NGVD 29 (??/??/92)    3.015  (m)            9.89   (f) ADJ UNCH    1 2
 AW3673
 AW3673.Superseded values are not recommended for survey control.
 AW3673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3673.See file dsdata.txt to determine how the superseded data were derived.
 AW3673
 AW3673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN858904(NAD 83)
 AW3673_MARKER: DD = SURVEY DISK
 AW3673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3673_STAMPING: 995+41.37 350 LHSC
 AW3673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3673+STABILITY: SURFACE MOTION
 AW3673
 AW3673  HISTORY     - Date     Condition        Report By
 AW3673  HISTORY     - UNK      MONUMENTED       USE
 AW3673  HISTORY     - 1964     GOOD             NGS
 AW3673
 AW3673                          STATION DESCRIPTION
 AW3673
 AW3673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3673'0.35 MI SW FROM PASADENA.
 AW3673'ABOUT 0.3 MILE SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3673'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ABOUT 0.2 MILE EAST OF
 AW3673'THE EAST PROPERTY LINE FENCE OF THE TEXAS COMPANY, 8 FEET NORTH OF THE
 AW3673'NORTH EDGE OF THE SHIP CHANNEL, IN A SMALL HOLLOW, AND SET IN THE TOP
 AW3673'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0087 ***********************************************************************
 AZ0087  DESIGNATION -  997.55 USGS
 AZ0087  PID         -  AZ0087
 AZ0087  STATE/COUNTY-  TX/UVALDE
 AZ0087  USGS QUAD   -  CLINE (1974)
 AZ0087
 AZ0087                         *CURRENT SURVEY CONTROL
 AZ0087  ___________________________________________________________________
 AZ0087* NAD 83(1986)-  29 14 36.     (N)    100 04 56.     (W)     SCALED    
 AZ0087* NAVD 88     -       304.216  (meters)     998.08   (feet)  POSTED    
 AZ0087  ___________________________________________________________________
 AZ0087  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0087  DYNAMIC HT  -         303.770 (meters)     996.62  (feet)  COMP
 AZ0087  MODELED GRAV-     979,176.6   (mgal)                       NAVD 88
 AZ0087
 AZ0087  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0087
 AZ0087.The horizontal coordinates were scaled from a topographic map and have
 AZ0087.an estimated accuracy of +/- 6 seconds.
 AZ0087
 AZ0087.The orthometric height was determined by differential leveling
 AZ0087.and adjusted by the National Geodetic Survey in 1992..
 AZ0087.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0087.rate of 1.1 thru 2.0 mm/km.
 AZ0087
 AZ0087.The geoid height was determined by GEOID03.
 AZ0087
 AZ0087.The dynamic height is computed by dividing the NAVD 88
 AZ0087.geopotential number by the normal gravity value computed on the
 AZ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0087.degrees latitude (g = 980.6199 gals.).
 AZ0087
 AZ0087.The modeled gravity was interpolated from observed gravity values.
 AZ0087
 AZ0087;                    North         East    Units  Estimated Accuracy
 AZ0087;SPC TXSC     - 4,156,750.      494,810.      MT  (+/- 180 meters Scaled)
 AZ0087
 AZ0087                          SUPERSEDED SURVEY CONTROL
 AZ0087
 AZ0087  NGVD 29 (??/??/92)  304.112  (m)          997.74   (f) ADJ UNCH    1 2
 AZ0087
 AZ0087.Superseded values are not recommended for survey control.
 AZ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0087.See file dsdata.txt to determine how the superseded data were derived.
 AZ0087
 AZ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT948354(NAD 83)
 AZ0087_MARKER: Q = CHISELED SQUARE
 AZ0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0087_SP_SET: FOUNDATION
 AZ0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0087
 AZ0087  HISTORY     - Date     Condition        Report By
 AZ0087  HISTORY     - UNK      MONUMENTED       USGS
 AZ0087  HISTORY     - 1957     GOOD             NGS
 AZ0087  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0087
 AZ0087                          STATION DESCRIPTION
 AZ0087
 AZ0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0087'IN CLINE.
 AZ0087'AT CLINE, ALONG THE TEXAS AND NEW ORLEANS RAILROAD, 84 FEET WEST OF
 AZ0087'THE NORTHWEST CORNER OF THE RAILROAD STATION, 15.4 FEET SOUTH OF THE
 AZ0087'SOUTH RAIL, AN OUTLINED SQUARE ON THE NORTHEAST CORNER OF THE SPREAD
 AZ0087'FOOTING OF THE NORTHERLY ONE OF THE TWO MOST EASTERLY CONCRETE
 AZ0087'FOUNDATIONS FOR A RAILROAD WATER TANK THAT HAS BEEN REMOVED.
 AZ0087
 AZ0087                          STATION RECOVERY (1982)
 AZ0087
 AZ0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0087'MARK NOT RECOVERED, PROBABLY COVERED OVER WITH EARTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0861 ***********************************************************************
 AY0861  DESIGNATION -  999
 AY0861  PID         -  AY0861
 AY0861  STATE/COUNTY-  TX/MEDINA
 AY0861  USGS QUAD   -  CASTROVILLE (1982)
 AY0861
 AY0861                         *CURRENT SURVEY CONTROL
 AY0861  ___________________________________________________________________
 AY0861* NAD 83(1986)-  29 20 46.     (N)    098 59 28.     (W)     SCALED    
 AY0861* NAVD 88     -       302.449  (meters)     992.28   (feet)  ADJUSTED  
 AY0861  ___________________________________________________________________
 AY0861  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AY0861  DYNAMIC HT  -         302.010 (meters)     990.84  (feet)  COMP
 AY0861  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AY0861
 AY0861  VERT ORDER  -  FIRST     CLASS II
 AY0861
 AY0861.The horizontal coordinates were scaled from a topographic map and have
 AY0861.an estimated accuracy of +/- 6 seconds.
 AY0861
 AY0861.The orthometric height was determined by differential leveling
 AY0861.and adjusted by the National Geodetic Survey in June 1991..
 AY0861
 AY0861.The geoid height was determined by GEOID03.
 AY0861
 AY0861.The dynamic height is computed by dividing the NAVD 88
 AY0861.geopotential number by the normal gravity value computed on the
 AY0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0861.degrees latitude (g = 980.6199 gals.).
 AY0861
 AY0861.The modeled gravity was interpolated from observed gravity values.
 AY0861
 AY0861;                    North         East    Units  Estimated Accuracy
 AY0861;SPC TXSC     - 4,167,660.      600,860.      MT  (+/- 180 meters Scaled)
 AY0861
 AY0861                          SUPERSEDED SURVEY CONTROL
 AY0861
 AY0861  NGVD 29 (??/??/92)  302.317  (m)          991.85   (f) ADJ UNCH    1 2
 AY0861
 AY0861.Superseded values are not recommended for survey control.
 AY0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0861.See file dsdata.txt to determine how the superseded data were derived.
 AY0861
 AY0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT008463(NAD 83)
 AY0861_MARKER: P = PIPE CAP
 AY0861_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0861_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0861_STAMPING: 999
 AY0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0861
 AY0861  HISTORY     - Date     Condition        Report By
 AY0861  HISTORY     - UNK      MONUMENTED       USGS
 AY0861  HISTORY     - 1957     GOOD             NGS
 AY0861  HISTORY     - 1964     POOR             USGS
 AY0861  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 AY0861  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY0861
 AY0861                          STATION DESCRIPTION
 AY0861
 AY0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0861'10.0 MI E FROM HONDO.
 AY0861'10.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0861'STATION AT HONDO, 29 FEET NORTHWEST OF THE 1ST TELEPHONE POLE
 AY0861'SOUTHEAST OF THE STATION SIGN AT DUNLAY, 65 FEET SOUTHEAST OF THE
 AY0861'CENTER OF A ROAD CROSSING, 86 FEET NORTHWEST OF THE CENTER LINE OF A
 AY0861'ROAD, 15.4 FEET NORTHEAST OF A POWER POLE, 31 FEET SOUTHWEST OF THE
 AY0861'SOUTHWEST RAIL OF THE MAIN TRACK, 16 FEET SOUTHWEST OF THE SOUTHWEST
 AY0861'RAIL OF A SIDE TRACK, 1.5 FEET NORTHEAST OF A WITNESS POST, RIVETED ON
 AY0861'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE
 AY0861'GROUND.  NOTE-- PIPE IS BENT QUITE BADLY.  CAP IS STILL INTACT.
 AY0861
 AY0861                          STATION RECOVERY (1964)
 AY0861
 AY0861'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY0861'MARK RECOVERED IN POOR CONDITION.
 AY0861
 AY0861                          STATION RECOVERY (1997)
 AY0861
 AY0861'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0861'MARK NOT FOUND.
 AY0861
 AY0861                          STATION RECOVERY (2005)
 AY0861
 AY0861'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AY0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1205 ***********************************************************************
 DN1205  DESIGNATION -  9A 35 USE 1955
 DN1205  PID         -  DN1205
 DN1205  STATE/COUNTY-  TX/GRAYSON
 DN1205  USGS QUAD   -  KINGSTON SOUTH (1982)
 DN1205
 DN1205                         *CURRENT SURVEY CONTROL
 DN1205  ___________________________________________________________________
 DN1205* NAD 83(1993)-  33 52 56.99419(N)    096 38 01.20959(W)     ADJUSTED  
 DN1205* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 DN1205  ___________________________________________________________________
 DN1205  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DN1205  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DN1205
 DN1205  HORZ ORDER  -  SECOND
 DN1205
 DN1205.The horizontal coordinates were established by classical geodetic methods
 DN1205.and adjusted by the National Geodetic Survey in February 1996..
 DN1205
 DN1205.The orthometric height was scaled from a topographic map.
 DN1205
 DN1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1205
 DN1205.The geoid height was determined by GEOID03.
 DN1205
 DN1205;                    North         East     Units Scale Factor Converg.
 DN1205;SPC TXNC     - 2,247,257.216   772,644.654   MT  0.99997761   +1 01 04.4
 DN1205;SPC TXNC     - 7,372,876.38  2,534,918.34   sFT  0.99997761   +1 01 04.4
 DN1205;SPC OK S     -    61,771.396   726,399.156   MT  1.00001038   +0 46 32.0
 DN1205;SPC OK S     -   202,661.66  2,383,194.56   sFT  1.00001038   +0 46 32.0
 DN1205;UTM  14      - 3,751,648.073   718,849.666   MT  1.00019047   +1 19 11.0
 DN1205
 DN1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1205!SPC TXNC     -   0.99997181  x   0.99997761  =   0.99994942
 DN1205!SPC OK S     -   0.99997181  x   1.00001038  =   0.99998219
 DN1205!UTM  14      -   0.99997181  x   1.00019047  =   1.00016227
 DN1205
 DN1205                          SUPERSEDED SURVEY CONTROL
 DN1205
 DN1205  NAD 83(1993)-  33 52 56.99449(N)    096 38 01.20960(W) AD(       ) 2
 DN1205  NAD 83(1986)-  33 52 56.99948(N)    096 38 01.20143(W) AD(       ) 2
 DN1205  NAD 27      -  33 52 56.63300(N)    096 38 00.21690(W) AD(       ) 2
 DN1205
 DN1205.Superseded values are not recommended for survey control.
 DN1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1205.See file dsdata.txt to determine how the superseded data were derived.
 DN1205
 DN1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1885051648(NAD 83)
 DN1205_MARKER: DD = SURVEY DISK
 DN1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1205+STABILITY: SURFACE MOTION
 DN1205
 DN1205  HISTORY     - Date     Condition        Report By
 DN1205  HISTORY     - 1955     MONUMENTED       USE
 DN1205  HISTORY     - 19990213 GOOD             USPSQD
 DN1205  HISTORY     - 20020815 GOOD             USPSQD
 DN1205
 DN1205                          STATION DESCRIPTION
 DN1205
 DN1205'DESCRIBED BY US ENGINEERS 1955 (WRH)
 DN1205'STATION IS LOCATED ABOUT 9 MILES NORTH OF POTTSBORO AND ABOUT
 DN1205'10.0 MILES WEST NORTHWEST OF DENISON ON THE NORTHEAST END
 DN1205'OF A PENINSULA WHICH EXTENDS NORTHEASTERLY INTO LAKE TEXOMA.
 DN1205'
 DN1205'STATION, STAMPED TULSA SHEET 9 A 35 1948, IS A USED BRONZE
 DN1205'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT
 DN1205'PROJECTS ABOUT 18 INCHES ABOVE THE GROUND.  IT IS 94.689
 DN1205'FEET EAST OF TRIANGULATION STATION PRESTON AND 41.0 FEET
 DN1205'SOUTH OF THE CENTER LINE OF A DIRT ROAD.
 DN1205
 DN1205                          STATION RECOVERY (1999)
 DN1205
 DN1205'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1205'RECOVERED IN GOOD CONDITION.
 DN1205
 DN1205                          STATION RECOVERY (2002)
 DN1205
 DN1205'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 DN1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1096 ***********************************************************************
 CR1096  DESIGNATION -  9A001
 CR1096  PID         -  CR1096
 CR1096  STATE/COUNTY-  TX/HARRISON
 CR1096  USGS QUAD   -  WASKOM (1978)
 CR1096
 CR1096                         *CURRENT SURVEY CONTROL
 CR1096  ___________________________________________________________________
 CR1096* NAD 83(1993)-  32 28 24.63112(N)    094 02 53.40452(W)     ADJUSTED  
 CR1096* NAVD 88     -        84.1    (meters)     276.     (feet)  VERTCON   
 CR1096  ___________________________________________________________________
 CR1096  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 CR1096  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR1096
 CR1096  HORZ ORDER  -  SECOND
 CR1096
 CR1096.The horizontal coordinates were established by classical geodetic methods
 CR1096.and adjusted by the National Geodetic Survey in February 1996..
 CR1096
 CR1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1096
 CR1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1096
 CR1096.The geoid height was determined by GEOID03.
 CR1096
 CR1096;                    North         East     Units Scale Factor Converg.
 CR1096;SPC TXNC     - 2,098,336.605 1,018,333.971   MT  0.99992317   +2 25 40.8
 CR1096;SPC TXNC     - 6,884,292.68  3,340,984.04   sFT  0.99992317   +2 25 40.8
 CR1096;SPC LA N     -   219,856.220   854,476.089   MT  0.99996166   -0 49 06.7
 CR1096;SPC LA N     -   721,311.62  2,803,393.64   sFT  0.99996166   -0 49 06.7
 CR1096;UTM  15      - 3,593,406.274   401,504.776   MT  0.99971963   -0 33 46.1
 CR1096
 CR1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1096!SPC TXNC     -   0.99999088  x   0.99992317  =   0.99991405
 CR1096!SPC LA N     -   0.99999088  x   0.99996166  =   0.99995254
 CR1096!UTM  15      -   0.99999088  x   0.99971963  =   0.99971052
 CR1096
 CR1096:                Primary Azimuth Mark                     Grid Az
 CR1096:SPC TXNC     -  LATEX                                    120 38 36.1
 CR1096:SPC LA N     -  LATEX                                    123 53 23.6
 CR1096:UTM  15      -  LATEX                                    123 38 03.0
 CR1096
 CR1096|---------------------------------------------------------------------|
 CR1096| PID    Reference Object                     Distance      Geod. Az  |
 CR1096|                                                           dddmmss.s |
 CR1096| CR0079 LATEX                               APPROX. 0.6 KM 1230416.9 |
 CR1096|---------------------------------------------------------------------|
 CR1096
 CR1096                          SUPERSEDED SURVEY CONTROL
 CR1096
 CR1096  NAD 83(1993)-  32 28 24.63490(N)    094 02 53.40328(W) AD(       ) 2
 CR1096  NAD 83(1986)-  32 28 24.64162(N)    094 02 53.39472(W) AD(       ) 2
 CR1096  NAD 27      -  32 28 24.08434(N)    094 02 52.73269(W) AD(       ) 2
 CR1096  NGVD 29 (07/19/86)   84.2    (m)          276.     (f) VERT ANG       
 CR1096
 CR1096.Superseded values are not recommended for survey control.
 CR1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1096.See file dsdata.txt to determine how the superseded data were derived.
 CR1096
 CR1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0150593406(NAD 83)
 CR1096_MARKER: DD = SURVEY DISK
 CR1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1096+STABILITY: SURFACE MOTION
 CR1096
 CR1096  HISTORY     - Date     Condition        Report By
 CR1096  HISTORY     - 1966     MONUMENTED       LADH
 CR1096  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR1096
 CR1096                          STATION DESCRIPTION
 CR1096
 CR1096'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CR1096'THE STATION IS LOCATED ABOUT 0.90 MILE EAST ALONG U.S. HIGHWAY
 CR1096'80 FROM THE WASKOM, TEXAS, MUNICIPAL WATER TANK.  STATION IS
 CR1096'SET 49.00 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 80,
 CR1096'6.50 FEET EAST OF THE NORTHEAST POST ON A FORESTRY SIGN,
 CR1096'64.00 FEET WEST OF A TELEPHONE POLE, 51.00 FEET WEST OF A
 CR1096'DIM ROAD LEADING SOUTH OF U.S. HIGHWAY 80, AND 85.00 FEET
 CR1096'EAST OF A TELEPHONE POLE.  STATION IS 1.53 FEET WEST OF
 CR1096'WITNESS POST.
 CR1096'
 CR1096'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CR1096'CONCRETE POST PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 CR1096'GROUND.  STATION IS STAMPED 9A001.
 CR1096'
 CR1096'TO REACH THIS STATION FROM THE MUNICIPAL WATER TANK IN WASKOM,
 CR1096'TEXAS, GO EAST ALONG U.S. HIGHWAY 80 FOR 0.90 MILE TO STATION
 CR1096'SET SOUTH OF HIGHWAY ON BACK SLOPE NEXT TO FORESTRY SIGN.
 CR1096'
 CR1096'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CR1096
 CR1096                          STATION RECOVERY (1998)
 CR1096
 CR1096'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1095 ***********************************************************************
 CR1095  DESIGNATION -  9A002
 CR1095  PID         -  CR1095
 CR1095  STATE/COUNTY-  TX/HARRISON
 CR1095  USGS QUAD   -  WASKOM (1978)
 CR1095
 CR1095                         *CURRENT SURVEY CONTROL
 CR1095  ___________________________________________________________________
 CR1095* NAD 83(1993)-  32 27 53.86881(N)    094 03 02.26925(W)     ADJUSTED  
 CR1095* NAVD 88     -        76.5    (meters)     251.     (feet)  VERTCON   
 CR1095  ___________________________________________________________________
 CR1095  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 CR1095  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR1095
 CR1095  HORZ ORDER  -  SECOND
 CR1095
 CR1095.The horizontal coordinates were established by classical geodetic methods
 CR1095.and adjusted by the National Geodetic Survey in February 1996..
 CR1095
 CR1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1095
 CR1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1095
 CR1095.The geoid height was determined by GEOID03.
 CR1095
 CR1095;                    North         East     Units Scale Factor Converg.
 CR1095;SPC TXNC     - 2,097,380.116 1,018,142.837   MT  0.99992467   +2 25 36.0
 CR1095;SPC TXNC     - 6,881,154.60  3,340,356.96   sFT  0.99992467   +2 25 36.0
 CR1095;SPC LA N     -   218,912.056   854,231.085   MT  0.99996023   -0 49 11.3
 CR1095;SPC LA N     -   718,213.97  2,802,589.82   sFT  0.99996023   -0 49 11.3
 CR1095;UTM  15      - 3,592,461.253   401,264.048   MT  0.99972021   -0 33 50.4
 CR1095
 CR1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1095!SPC TXNC     -   0.99999207  x   0.99992467  =   0.99991675
 CR1095!SPC LA N     -   0.99999207  x   0.99996023  =   0.99995231
 CR1095!UTM  15      -   0.99999207  x   0.99972021  =   0.99971229
 CR1095
 CR1095:                Primary Azimuth Mark                     Grid Az
 CR1095:SPC TXNC     -  9A001                                    011 18 01.8
 CR1095:SPC LA N     -  9A001                                    014 32 49.1
 CR1095:UTM  15      -  9A001                                    014 17 28.2
 CR1095
 CR1095|---------------------------------------------------------------------|
 CR1095| PID    Reference Object                     Distance      Geod. Az  |
 CR1095|                                                           dddmmss.s |
 CR1095| CR1096 9A001                               APPROX. 1.0 KM 0134337.8 |
 CR1095|---------------------------------------------------------------------|
 CR1095
 CR1095                          SUPERSEDED SURVEY CONTROL
 CR1095
 CR1095  NAD 83(1993)-  32 27 53.87253(N)    094 03 02.26821(W) AD(       ) 2
 CR1095  NAD 83(1986)-  32 27 53.87923(N)    094 03 02.25946(W) AD(       ) 2
 CR1095  NAD 27      -  32 27 53.32006(N)    094 03 01.59545(W) AD(       ) 2
 CR1095  NGVD 29 (07/19/86)   76.6    (m)          251.     (f) VERT ANG       
 CR1095
 CR1095.Superseded values are not recommended for survey control.
 CR1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1095.See file dsdata.txt to determine how the superseded data were derived.
 CR1095
 CR1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR0126492461(NAD 83)
 CR1095_MARKER: DD = SURVEY DISK
 CR1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1095+STABILITY: SURFACE MOTION
 CR1095
 CR1095  HISTORY     - Date     Condition        Report By
 CR1095  HISTORY     - 1966     MONUMENTED       LADH
 CR1095  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR1095
 CR1095                          STATION DESCRIPTION
 CR1095
 CR1095'DESCRIBED BY LA DEPT OF HIGHWAYS 1966 (JB)
 CR1095'THE STATION IS LOCATED EAST ALONG INTERSTATE 20, 0.57 MILE FROM
 CR1095'THE WASKOM, TEXAS, INTERCHANGE.  STATION IS SET IN SHOULDER
 CR1095'ON NORTH SIDE OF EAST BOUND LANE OF I-20, 20.40 FEET FROM
 CR1095'CENTERLINE OF EAST BOUND LANE, 47.60 FEET SOUTH OF CENTERLINE OF
 CR1095'WEST BOUND LANE OF I-20, 48.00 FEET EAST OF POWER LINE
 CR1095'CROSSING, AND APPROXIMATELY 200 FEET EAST OF WASKOM
 CR1095'ENTRANCE ON I-20 WEST BOUND LANE.  STATION IS 0.73 FEET
 CR1095'NORTHEAST OF WITNESS POST.
 CR1095'
 CR1095'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A ROUND
 CR1095'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 CR1095'GROUND.  STATION IS STAMPED 9A002.
 CR1095'
 CR1095'TO REACH THIS STATION FROM THE MUNICIPAL WATER TANK IN WASKOM,
 CR1095'TEXAS, FOLLOW U.S. HIGHWAY 80 EAST FOR 0.61 MILE TO INTERSECTION
 CR1095'WITH BLACKTOP ROAD (TEXAS 9) LEADING SOUTH, THENCE SOUTH ALONG
 CR1095'BLACKTOP ROAD FOR 0.54 MILE TO INTERCHANGE ON INTERSTATE 20,
 CR1095'THENCE EAST ALONG INTERSTATE 20 FOR 0.57 MILE TO STATION
 CR1095'SET NORTH OF EAST BOUND LANE IN MEDIAN.
 CR1095'
 CR1095'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CR1095
 CR1095                          STATION RECOVERY (1998)
 CR1095
 CR1095'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1013 ***********************************************************************
 AW1013  DESIGNATION -  A
 AW1013  PID         -  AW1013
 AW1013  STATE/COUNTY-  TX/HARRIS
 AW1013  USGS QUAD   -  LEAGUE CITY (1995)
 AW1013
 AW1013                         *CURRENT SURVEY CONTROL
 AW1013  ___________________________________________________________________
 AW1013* NAD 83(1986)-  29 32 47.     (N)    095 06 17.     (W)     SCALED    
 AW1013* NAVD 88     -         4.293  (meters)      14.08   (feet)  ADJUSTED  
 AW1013  ___________________________________________________________________
 AW1013  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1013  DYNAMIC HT  -           4.287 (meters)      14.06  (feet)  COMP
 AW1013  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 AW1013
 AW1013  VERT ORDER  -  FIRST     CLASS II
 AW1013
 AW1013.The horizontal coordinates were scaled from a topographic map and have
 AW1013.an estimated accuracy of +/- 6 seconds.
 AW1013
 AW1013.The orthometric height was determined by differential leveling
 AW1013.and adjusted by the National Geodetic Survey in March 1997..
 AW1013
 AW1013.The geoid height was determined by GEOID03.
 AW1013
 AW1013.The dynamic height is computed by dividing the NAVD 88
 AW1013.geopotential number by the normal gravity value computed on the
 AW1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1013.degrees latitude (g = 980.6199 gals.).
 AW1013
 AW1013.The modeled gravity was interpolated from observed gravity values.
 AW1013
 AW1013;                    North         East    Units  Estimated Accuracy
 AW1013;SPC TXSC     - 4,196,140.      977,420.      MT  (+/- 180 meters Scaled)
 AW1013
 AW1013                          SUPERSEDED SURVEY CONTROL
 AW1013
 AW1013  NAVD 88 (06/15/91)    4.329  (m)           14.20   (f) UNKNOWN     1 1
 AW1013  NGVD 29 (12/23/87)    4.326  (m)           14.19   (f) ADJUSTED    1 1
 AW1013
 AW1013.Superseded values are not recommended for survey control.
 AW1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1013.See file dsdata.txt to determine how the superseded data were derived.
 AW1013
 AW1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN960703(NAD 83)
 AW1013_MARKER: DD = SURVEY DISK
 AW1013_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1013_SP_SET: BRIDGE ABUTMENT
 AW1013_STAMPING: A
 AW1013_MARK LOGO: TXHD  
 AW1013_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1013+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW1013
 AW1013  HISTORY     - Date     Condition        Report By
 AW1013  HISTORY     - UNK      MONUMENTED       USE
 AW1013  HISTORY     - 1973     GOOD             NGS
 AW1013  HISTORY     - 1976     GOOD             NGS
 AW1013  HISTORY     - 1978     GOOD             DOD
 AW1013  HISTORY     - 1978     GOOD             NGS
 AW1013  HISTORY     - 1983     GOOD             NGS
 AW1013  HISTORY     - 1987     GOOD             USPSQD
 AW1013  HISTORY     - 1987     GOOD             USPSQD
 AW1013  HISTORY     - 1987     GOOD             NGS
 AW1013  HISTORY     - 1989     GOOD             USPSQD
 AW1013  HISTORY     - 1989     GOOD             USPSQD
 AW1013  HISTORY     - 1989     GOOD             USPSQD
 AW1013  HISTORY     - 1989     GOOD             USPSQD
 AW1013  HISTORY     - 1989     GOOD             USPSQD
 AW1013  HISTORY     - 19961203 GOOD             NGS
 AW1013  HISTORY     - 20031105 GOOD             USPSQD
 AW1013  HISTORY     - 20050114 GOOD             USPSQD
 AW1013
 AW1013                          STATION DESCRIPTION
 AW1013
 AW1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1013'1.0 MI NE FROM WEBSTER.
 AW1013'1.0 MILE NORTHEAST ALONG NASA 1 FROM THE JUNCTION OF STATE HIGHWAY 3
 AW1013'AT WEBSTER, SET IN TOP AND 5.6 FEET SOUTHWEST OF THE NORTHEAST END OF
 AW1013'THE SOUTHEAST BRIDGE CURBING OF BRIDGE OVER COW BAYOU, 20 FEET
 AW1013'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST TRAFFICE LANES, AND
 AW1013'ABOUT 1.0 FOOT HIGHER THAN THE ROAD.
 AW1013
 AW1013                          STATION RECOVERY (1976)
 AW1013
 AW1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1013'RECOVERED IN GOOD CONDITION.
 AW1013
 AW1013                          STATION RECOVERY (1978)
 AW1013
 AW1013'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1013'RECOVERED IN GOOD CONDITION.
 AW1013
 AW1013                          STATION RECOVERY (1978)
 AW1013
 AW1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1013'RECOVERED IN GOOD CONDITION.
 AW1013
 AW1013                          STATION RECOVERY (1983)
 AW1013
 AW1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1013'RECOVERED IN GOOD CONDITION, NOTE, SHOULD READ 1.6 KM (1.0 MI)
 AW1013'NORTHEAST ALONG NASA 1 ROAD FROM THE JUNCTION OF STATE ROUTE 3 IN
 AW1013'WEBSTER.
 AW1013
 AW1013                          STATION RECOVERY (1987)
 AW1013
 AW1013'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW1013'RECOVERED IN GOOD CONDITION.
 AW1013
 AW1013                          STATION RECOVERY (1987)
 AW1013
 AW1013'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 AW1013'RECOVERED IN GOOD CONDITION.
 AW1013
 AW1013                          STATION RECOVERY (1987)
 AW1013
 AW1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1013'RECOVERED IN GOOD CONDITION.
 AW1013
 AW1013                          STATION RECOVERY (1989)
 AW1013
 AW1013'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW1013'RECOVERED IN GOOD CONDITION.
 AW1013
 AW1013                          STATION RECOVERY (1989)
 AW1013
 AW1013'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1013'RECOVERED IN GOOD CONDITION.
 AW1013
 AW1013                          STATION RECOVERY (1989)
 AW1013
 AW1013'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1013'RECOVERED IN GOOD CONDITION.
 AW1013
 AW1013                          STATION RECOVERY (1989)
 AW1013
 AW1013'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLS)
 AW1013'RECOVERED IN GOOD CONDITION.
 AW1013
 AW1013                          STATION RECOVERY (1989)
 AW1013
 AW1013'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1013'RECOVERED IN GOOD CONDITION.
 AW1013
 AW1013                          STATION RECOVERY (1996)
 AW1013
 AW1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1013'1.6 KM (1.00 MI) NORTHWESTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW1013'OF NASA 1 HIGHWAY IN WEBSTER, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST
 AW1013'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE
 AW1013'NORTHBOUND BRIDGE SPANNING COW BAYOU, 5.9 M (19.4 FT) SOUTHEAST OF THE
 AW1013'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 1.8 M (5.9 FT)
 AW1013'SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE, AND 0.3 M (1.0 FT) ABOVE
 AW1013'THE LEVEL OF THE HIGHWAY.
 AW1013
 AW1013                          STATION RECOVERY (2003)
 AW1013
 AW1013'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1013'RECOVERED IN GOOD CONDITION.
 AW1013
 AW1013                          STATION RECOVERY (2005)
 AW1013
 AW1013'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1205 ***********************************************************************
 CS1205  DESIGNATION -  A
 CS1205  PID         -  CS1205
 CS1205  STATE/COUNTY-  TX/DALLAS
 CS1205  USGS QUAD   -  GARLAND (1973)
 CS1205
 CS1205                         *CURRENT SURVEY CONTROL
 CS1205  ___________________________________________________________________
 CS1205* NAD 83(1986)-  32 53 26.     (N)    096 43 36.     (W)     SCALED    
 CS1205* NAVD 88     -       165.935  (meters)     544.41   (feet)  ADJUSTED  
 CS1205  ___________________________________________________________________
 CS1205  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CS1205  DYNAMIC HT  -         165.749 (meters)     543.79  (feet)  COMP
 CS1205  MODELED GRAV-     979,514.2   (mgal)                       NAVD 88
 CS1205
 CS1205  VERT ORDER  -  FIRST     CLASS II
 CS1205
 CS1205.The horizontal coordinates were scaled from a topographic map and have
 CS1205.an estimated accuracy of +/- 6 seconds.
 CS1205
 CS1205.The orthometric height was determined by differential leveling
 CS1205.and adjusted by the National Geodetic Survey in June 1991..
 CS1205
 CS1205.The geoid height was determined by GEOID03.
 CS1205
 CS1205.The dynamic height is computed by dividing the NAVD 88
 CS1205.geopotential number by the normal gravity value computed on the
 CS1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1205.degrees latitude (g = 980.6199 gals.).
 CS1205
 CS1205.The modeled gravity was interpolated from observed gravity values.
 CS1205
 CS1205;                    North         East    Units  Estimated Accuracy
 CS1205;SPC TXNC     - 2,137,120.      765,900.      MT  (+/- 180 meters Scaled)
 CS1205
 CS1205                          SUPERSEDED SURVEY CONTROL
 CS1205
 CS1205  NGVD 29 (??/??/92)  165.944  (m)          544.43   (f) ADJ UNCH    1 2
 CS1205
 CS1205.Superseded values are not recommended for survey control.
 CS1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1205.See file dsdata.txt to determine how the superseded data were derived.
 CS1205
 CS1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB126414(NAD 83)
 CS1205_MARKER: R = RIVET
 CS1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1205_SP_SET: CULVERT
 CS1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1205
 CS1205  HISTORY     - Date     Condition        Report By
 CS1205  HISTORY     - UNK      MONUMENTED       MKTRR
 CS1205  HISTORY     - 1952     GOOD             NGS
 CS1205  HISTORY     - 1958     GOOD             NGS
 CS1205  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1205  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1205
 CS1205                          STATION DESCRIPTION
 CS1205
 CS1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1205'3.6 MI NE FROM FISHER.
 CS1205'3.6 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 CS1205'TEXAS FROM THE CROSSING OF FISHER STREET AT FISHER, 13 FEET NORTHWEST
 CS1205'OF THE NORTHWEST RAIL, SET IN THE TOP OF THE SOUTHWEST END OF THE
 CS1205'NORTHWEST HEADWALL OF A CONCRETE ARCH CULVERT.
 CS1205
 CS1205                          STATION RECOVERY (1958)
 CS1205
 CS1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1205'RECOVERED IN GOOD CONDITION.
 CS1205
 CS1205                          STATION RECOVERY (1986)
 CS1205
 CS1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1205'MARK NOT FOUND.
 CS1205
 CS1205                          STATION RECOVERY (1999)
 CS1205
 CS1205'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0110 ***********************************************************************
 AY0110  DESIGNATION -  A 1
 AY0110  PID         -  AY0110
 AY0110  STATE/COUNTY-  TX/BEXAR
 AY0110  USGS QUAD   -  LONGHORN (1992)
 AY0110
 AY0110                         *CURRENT SURVEY CONTROL
 AY0110  ___________________________________________________________________
 AY0110* NAD 83(1986)-  29 33 38.     (N)    098 25 16.     (W)     SCALED    
 AY0110* NAVD 88     -       247.160  (meters)     810.89   (feet)  POSTED    
 AY0110  ___________________________________________________________________
 AY0110  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AY0110  DYNAMIC HT  -         246.800 (meters)     809.71  (feet)  COMP
 AY0110  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 AY0110
 AY0110  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0110
 AY0110.The horizontal coordinates were scaled from a topographic map and have
 AY0110.an estimated accuracy of +/- 6 seconds.
 AY0110
 AY0110.The orthometric height was determined by differential leveling
 AY0110.and adjusted by the National Geodetic Survey in 1992..
 AY0110.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0110.rate of 0.0 thru 1.0 mm/km.
 AY0110
 AY0110.The geoid height was determined by GEOID03.
 AY0110
 AY0110.The dynamic height is computed by dividing the NAVD 88
 AY0110.geopotential number by the normal gravity value computed on the
 AY0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0110.degrees latitude (g = 980.6199 gals.).
 AY0110
 AY0110.The modeled gravity was interpolated from observed gravity values.
 AY0110
 AY0110;                    North         East    Units  Estimated Accuracy
 AY0110;SPC TXSC     - 4,191,560.      656,090.      MT  (+/- 180 meters Scaled)
 AY0110
 AY0110                          SUPERSEDED SURVEY CONTROL
 AY0110
 AY0110  NGVD 29 (??/??/92)  247.038  (m)          810.49   (f) ADJ UNCH    1 2
 AY0110
 AY0110.Superseded values are not recommended for survey control.
 AY0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0110.See file dsdata.txt to determine how the superseded data were derived.
 AY0110
 AY0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT560702(NAD 83)
 AY0110_MARKER: DD = SURVEY DISK
 AY0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0110_STAMPING: A 1 909.943
 AY0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0110+STABILITY: SURFACE MOTION
 AY0110
 AY0110  HISTORY     - Date     Condition        Report By
 AY0110  HISTORY     - UNK      MONUMENTED       DOD
 AY0110  HISTORY     - 1953     GOOD             NGS
 AY0110  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0110  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0110
 AY0110                          STATION DESCRIPTION
 AY0110
 AY0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0110'IN WETMORE.
 AY0110'AT WETMORE, AT THE JUNCTION OF LOCK HILL SELMA ROAD AND WETMORE ROAD,
 AY0110'42 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK OF THE
 AY0110'INTERNATIONAL AND GREAT NORTHERN RAILROAD, 23 FEET NORTHEAST OF THE
 AY0110'CENTER LINE OF LOCK HILL SELMA ROAD, 46 FEET SOUTHEAST OF THE CENTER
 AY0110'LINE OF WETMORE ROAD, 6 FEET NORTHWEST OF A POWER POLE, 1 FOOT
 AY0110'SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 AY0110'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0110
 AY0110                          STATION RECOVERY (1967)
 AY0110
 AY0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0110'MARK NOT FOUND.
 AY0110
 AY0110                          STATION RECOVERY (1999)
 AY0110
 AY0110'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0924 ***********************************************************************
 AH0924  DESIGNATION -  A 1
 AH0924  PID         -  AH0924
 AH0924  STATE/COUNTY-  TX/KLEBERG
 AH0924  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0924
 AH0924                         *CURRENT SURVEY CONTROL
 AH0924  ___________________________________________________________________
 AH0924* NAD 83(1986)-  27 30 25.     (N)    097 49 27.     (W)     SCALED    
 AH0924* NAVD 88     -        15.040  (meters)      49.34   (feet)  ADJUSTED  
 AH0924  ___________________________________________________________________
 AH0924  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AH0924  DYNAMIC HT  -          15.017 (meters)      49.27  (feet)  COMP
 AH0924  MODELED GRAV-     979,097.9   (mgal)                       NAVD 88
 AH0924
 AH0924  VERT ORDER  -  SECOND    CLASS 0
 AH0924
 AH0924.The horizontal coordinates were scaled from a topographic map and have
 AH0924.an estimated accuracy of +/- 6 seconds.
 AH0924
 AH0924.The orthometric height was determined by differential leveling
 AH0924.and adjusted by the National Geodetic Survey in June 1991..
 AH0924
 AH0924.The geoid height was determined by GEOID03.
 AH0924
 AH0924.The dynamic height is computed by dividing the NAVD 88
 AH0924.geopotential number by the normal gravity value computed on the
 AH0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0924.degrees latitude (g = 980.6199 gals.).
 AH0924
 AH0924.The modeled gravity was interpolated from observed gravity values.
 AH0924
 AH0924;                    North         East    Units  Estimated Accuracy
 AH0924;SPC TX S     - 5,204,070.      366,770.      MT  (+/- 180 meters Scaled)
 AH0924
 AH0924                          SUPERSEDED SURVEY CONTROL
 AH0924
 AH0924  NGVD 29 (??/??/92)   15.145  (m)           49.69   (f) ADJ UNCH    2 0
 AH0924
 AH0924.Superseded values are not recommended for survey control.
 AH0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0924.See file dsdata.txt to determine how the superseded data were derived.
 AH0924
 AH0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR161431(NAD 83)
 AH0924_MARKER: DD = SURVEY DISK
 AH0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0924_STAMPING: A 1 TEXAS 1923
 AH0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0924+STABILITY: SURFACE MOTION
 AH0924
 AH0924  HISTORY     - Date     Condition        Report By
 AH0924  HISTORY     - 1923     MONUMENTED       USGS
 AH0924  HISTORY     - 1942     GOOD             NGS
 AH0924
 AH0924                          STATION DESCRIPTION
 AH0924
 AH0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AH0924'2.5 MI E FROM KINGSVILLE.
 AH0924'TO REACH FROM THE HOSPITAL AT KINGSVILLE.  PROCEED 2.5 MILES EASTERLY
 AH0924'ALONG PAVED ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 32.0 FEET EAST
 AH0924'OF THE CENTERLINE OF A CROSSROAD, 30.0 FEET SOUTH OF THE CENTERLINE OF
 AH0924'THE EAST-WEST ROAD, AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AH0924'POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0356 ***********************************************************************
 FL0356  DESIGNATION -  A 10
 FL0356  PID         -  FL0356
 FL0356  STATE/COUNTY-  TX/DONLEY
 FL0356  USGS QUAD   -  ROCKLEDGE (1964)
 FL0356
 FL0356                         *CURRENT SURVEY CONTROL
 FL0356  ___________________________________________________________________
 FL0356* NAD 83(1986)-  35 10 52.     (N)    100 51 06.     (W)     SCALED    
 FL0356* NAVD 88     -       967.608  (meters)    3174.56   (feet)  ADJUSTED  
 FL0356  ___________________________________________________________________
 FL0356  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0356  DYNAMIC HT  -         966.508 (meters)    3170.95  (feet)  COMP
 FL0356  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 FL0356
 FL0356  VERT ORDER  -  FIRST     CLASS II
 FL0356
 FL0356.The horizontal coordinates were scaled from a topographic map and have
 FL0356.an estimated accuracy of +/- 6 seconds.
 FL0356
 FL0356.The orthometric height was determined by differential leveling
 FL0356.and adjusted by the National Geodetic Survey in June 1991..
 FL0356
 FL0356.The geoid height was determined by GEOID03.
 FL0356
 FL0356.The dynamic height is computed by dividing the NAVD 88
 FL0356.geopotential number by the normal gravity value computed on the
 FL0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0356.degrees latitude (g = 980.6199 gals.).
 FL0356
 FL0356.The modeled gravity was interpolated from observed gravity values.
 FL0356
 FL0356;                    North         East    Units  Estimated Accuracy
 FL0356;SPC TX N     - 1,131,220.      259,050.      MT  (+/- 180 meters Scaled)
 FL0356
 FL0356                          SUPERSEDED SURVEY CONTROL
 FL0356
 FL0356  NGVD 29 (??/??/92)  967.198  (m)         3173.22   (f) ADJ UNCH    1 2
 FL0356
 FL0356.Superseded values are not recommended for survey control.
 FL0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0356.See file dsdata.txt to determine how the superseded data were derived.
 FL0356
 FL0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD313946(NAD 83)
 FL0356_MARKER: P = PIPE CAP
 FL0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL0356_STAMPING: A 10 1934 EL 3173.179 FT
 FL0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0356
 FL0356  HISTORY     - Date     Condition        Report By
 FL0356  HISTORY     - 1934     MONUMENTED       CGS
 FL0356  HISTORY     - 1953     GOOD             NGS
 FL0356  HISTORY     - 1975     MARK NOT FOUND   USGS
 FL0356
 FL0356                          STATION DESCRIPTION
 FL0356
 FL0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0356'3.55 MI E FROM JERICHO.
 FL0356'3.55 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0356'FROM THE STATION AT JERICHO, 108 FEET SOUTHWEST OF THE 16TH POLE WEST
 FL0356'OF MILEPOST 704, 48.4 FEET SOUTH OF THE SOUTH RAIL, 0.9 FOOT SOUTH OF
 FL0356'A FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SCREWED ON THE TOP OF A 3
 FL0356'1/2 INCH IEON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.  NOTE--
 FL0356'RD. MAINTAINANCE MAY HAVE DEST. BM.
 FL0356
 FL0356                          STATION RECOVERY (1975)
 FL0356
 FL0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FL0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0942 ***********************************************************************
 AY0942  DESIGNATION -  A 1001
 AY0942  PID         -  AY0942
 AY0942  STATE/COUNTY-  TX/BEXAR
 AY0942  USGS QUAD   -  CASTLE HILLS (1992)
 AY0942
 AY0942                         *CURRENT SURVEY CONTROL
 AY0942  ___________________________________________________________________
 AY0942* NAD 83(1986)-  29 35 51.     (N)    098 33 43.     (W)     SCALED    
 AY0942* NAVD 88     -       303.283  (meters)     995.02   (feet)  POSTED    
 AY0942  ___________________________________________________________________
 AY0942  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AY0942  DYNAMIC HT  -         302.840 (meters)     993.57  (feet)  COMP
 AY0942  MODELED GRAV-     979,170.6   (mgal)                       NAVD 88
 AY0942
 AY0942  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0942
 AY0942.The horizontal coordinates were scaled from a topographic map and have
 AY0942.an estimated accuracy of +/- 6 seconds.
 AY0942
 AY0942.The orthometric height was determined by differential leveling
 AY0942.and adjusted by the National Geodetic Survey in 1992..
 AY0942.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0942.rate of 0.0 thru 1.0 mm/km.
 AY0942
 AY0942.The geoid height was determined by GEOID03.
 AY0942
 AY0942.The dynamic height is computed by dividing the NAVD 88
 AY0942.geopotential number by the normal gravity value computed on the
 AY0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0942.degrees latitude (g = 980.6199 gals.).
 AY0942
 AY0942.The modeled gravity was interpolated from observed gravity values.
 AY0942
 AY0942;                    North         East    Units  Estimated Accuracy
 AY0942;SPC TXSC     - 4,195,600.      642,430.      MT  (+/- 180 meters Scaled)
 AY0942
 AY0942                          SUPERSEDED SURVEY CONTROL
 AY0942
 AY0942  NGVD 29 (??/??/92)  303.157  (m)          994.61   (f) ADJ UNCH    1 2
 AY0942
 AY0942.Superseded values are not recommended for survey control.
 AY0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0942.See file dsdata.txt to determine how the superseded data were derived.
 AY0942
 AY0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT424742(NAD 83)
 AY0942_MARKER: DB = BENCH MARK DISK
 AY0942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0942_SP_SET: UNDER PASS
 AY0942_STAMPING: A 1001 1953
 AY0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0942
 AY0942  HISTORY     - Date     Condition        Report By
 AY0942  HISTORY     - 1953     MONUMENTED       CGS
 AY0942  HISTORY     - 19860901 GOOD             USGS
 AY0942  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0942
 AY0942                          STATION DESCRIPTION
 AY0942
 AY0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0942'4.6 MI NW FROM SAN ANTONIO.
 AY0942'4.6 MILES NORTHWEST ALONG HARRY WURZBACK HIGHWAY FROM ITS JUNCTION
 AY0942'WITH LOCK HILL SELMA ROAD AT SAN ANTONIO, 0.5 MILE NORTHWEST OF A ROAD
 AY0942'LEADING NORTHEAST TO SHAVANO PARK, 26 FEET SOUTHWEST OF THE CENTER
 AY0942'LINE OF THE ROAD, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST
 AY0942'HEADWALL OF A CONCRETE CATTLE UNDERPASS.
 AY0942
 AY0942                          STATION RECOVERY (1986)
 AY0942
 AY0942'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0942'RECOVERED IN GOOD CONDITION.
 AY0942
 AY0942                          STATION RECOVERY (1988)
 AY0942
 AY0942'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0113 ***********************************************************************
 AY0113  DESIGNATION -  A 1002
 AY0113  PID         -  AY0113
 AY0113  STATE/COUNTY-  TX/BEXAR
 AY0113  USGS QUAD   -  LONGHORN (1992)
 AY0113
 AY0113                         *CURRENT SURVEY CONTROL
 AY0113  ___________________________________________________________________
 AY0113* NAD 83(1986)-  29 34 20.     (N)    098 23 16.     (W)     SCALED    
 AY0113* NAVD 88     -       261.831  (meters)     859.02   (feet)  POSTED    
 AY0113  ___________________________________________________________________
 AY0113  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY0113  DYNAMIC HT  -         261.450 (meters)     857.77  (feet)  COMP
 AY0113  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AY0113
 AY0113  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0113
 AY0113.The horizontal coordinates were scaled from a topographic map and have
 AY0113.an estimated accuracy of +/- 6 seconds.
 AY0113
 AY0113.The orthometric height was determined by differential leveling
 AY0113.and adjusted by the National Geodetic Survey in 1992..
 AY0113.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0113.rate of 0.0 thru 1.0 mm/km.
 AY0113
 AY0113.The geoid height was determined by GEOID03.
 AY0113
 AY0113.The dynamic height is computed by dividing the NAVD 88
 AY0113.geopotential number by the normal gravity value computed on the
 AY0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0113.degrees latitude (g = 980.6199 gals.).
 AY0113
 AY0113.The modeled gravity was interpolated from observed gravity values.
 AY0113
 AY0113;                    North         East    Units  Estimated Accuracy
 AY0113;SPC TXSC     - 4,192,870.      659,320.      MT  (+/- 180 meters Scaled)
 AY0113
 AY0113                          SUPERSEDED SURVEY CONTROL
 AY0113
 AY0113  NGVD 29 (??/??/92)  261.709  (m)          858.62   (f) ADJ UNCH    1 2
 AY0113
 AY0113.Superseded values are not recommended for survey control.
 AY0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0113.See file dsdata.txt to determine how the superseded data were derived.
 AY0113
 AY0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT593715(NAD 83)
 AY0113_MARKER: DB = BENCH MARK DISK
 AY0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0113_STAMPING: A 1002 1953
 AY0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0113+STABILITY: SURFACE MOTION
 AY0113
 AY0113  HISTORY     - Date     Condition        Report By
 AY0113  HISTORY     - 1953     MONUMENTED       CGS
 AY0113  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0113  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0113  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0113
 AY0113                          STATION DESCRIPTION
 AY0113
 AY0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0113'2.7 MI NE FROM WETMORE.
 AY0113'2.2 MILES NORTHEAST ALONG STAHL ROAD FROM ITS JUNCTION WITH WETMORE
 AY0113'ROAD AT WETMORE, THENCE 0.5 MILE SOUTHEAST ALONG WEIDNER ROAD, 0.35
 AY0113'MILE NORTHWEST OF A JUNCTION WITH NACOGDOCHES ROAD, 28 FEET SOUTHWEST
 AY0113'OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTHEAST OF A TELEPHONE POLE,
 AY0113'1.6 FEET NORTHEAST OF A FENCE, 2.6 FEET NORTHWEST OF A WITNESS POST,
 AY0113'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AY0113'GROUND.
 AY0113
 AY0113                          STATION RECOVERY (1987)
 AY0113
 AY0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0113'MARK NOT FOUND.
 AY0113
 AY0113                          STATION RECOVERY (1990)
 AY0113
 AY0113'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0113'MARK NOT FOUND.
 AY0113
 AY0113                          STATION RECOVERY (1999)
 AY0113
 AY0113'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0350 ***********************************************************************
 AY0350  DESIGNATION -  A 1003
 AY0350  PID         -  AY0350
 AY0350  STATE/COUNTY-  TX/BEXAR
 AY0350  USGS QUAD   -  MARTINEZ (1992)
 AY0350
 AY0350                         *CURRENT SURVEY CONTROL
 AY0350  ___________________________________________________________________
 AY0350* NAD 83(1986)-  29 26 20.     (N)    098 21 39.     (W)     SCALED    
 AY0350* NAVD 88     -       207.263  (meters)     680.00   (feet)  POSTED    
 AY0350  ___________________________________________________________________
 AY0350  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AY0350  DYNAMIC HT  -         206.960 (meters)     679.00  (feet)  COMP
 AY0350  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 AY0350
 AY0350  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0350
 AY0350.The horizontal coordinates were scaled from a topographic map and have
 AY0350.an estimated accuracy of +/- 6 seconds.
 AY0350
 AY0350.The orthometric height was determined by differential leveling
 AY0350.and adjusted by the National Geodetic Survey in 1992..
 AY0350.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0350.rate of 0.0 thru 1.0 mm/km.
 AY0350
 AY0350.The geoid height was determined by GEOID03.
 AY0350
 AY0350.The dynamic height is computed by dividing the NAVD 88
 AY0350.geopotential number by the normal gravity value computed on the
 AY0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0350.degrees latitude (g = 980.6199 gals.).
 AY0350
 AY0350.The modeled gravity was interpolated from observed gravity values.
 AY0350
 AY0350;                    North         East    Units  Estimated Accuracy
 AY0350;SPC TXSC     - 4,178,110.      662,010.      MT  (+/- 180 meters Scaled)
 AY0350
 AY0350                          SUPERSEDED SURVEY CONTROL
 AY0350
 AY0350  NGVD 29 (??/??/92)  207.162  (m)          679.66   (f) ADJ UNCH    1 2
 AY0350
 AY0350.Superseded values are not recommended for survey control.
 AY0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0350.See file dsdata.txt to determine how the superseded data were derived.
 AY0350
 AY0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT619567(NAD 83)
 AY0350_MARKER: DB = BENCH MARK DISK
 AY0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0350_STAMPING: A 1003 1953
 AY0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0350+STABILITY: SURFACE MOTION
 AY0350
 AY0350  HISTORY     - Date     Condition        Report By
 AY0350  HISTORY     - 1953     MONUMENTED       CGS
 AY0350  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0350  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0350  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0350
 AY0350                          STATION DESCRIPTION
 AY0350
 AY0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0350'3.3 MI NE FROM SAN ANTONIO.
 AY0350'2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH LOOP
 AY0350'13 (W.W. WHITE ROAD) AT SAN ANTONIO, THENCE 0.4 MILE SOUTH ALONG
 AY0350'FOSTER ROAD, 0.1 MILE NORTH OF A PRIVATE DRIVEWAY LEADING WEST TO A
 AY0350'FARMHOUSE, 21 FEET WEST OF THE CENTER LINE OF FOSTER ROAD, 6 FEET
 AY0350'NORTH OF A FENCE LEADING WEST, 2 FEET EAST OF A FENCE, 3 FEET SOUTH OF
 AY0350'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 AY0350'FOOT ABOVE THE GROUND.
 AY0350
 AY0350                          STATION RECOVERY (1967)
 AY0350
 AY0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0350'MARK NOT FOUND.
 AY0350
 AY0350                          STATION RECOVERY (1988)
 AY0350
 AY0350'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0350'MARK NOT FOUND.
 AY0350
 AY0350                          STATION RECOVERY (1999)
 AY0350
 AY0350'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1055 ***********************************************************************
 AY1055  DESIGNATION -  A 1004
 AY1055  PID         -  AY1055
 AY1055  STATE/COUNTY-  TX/COMAL
 AY1055  USGS QUAD   -  BERGHEIM (1973)
 AY1055
 AY1055                         *CURRENT SURVEY CONTROL
 AY1055  ___________________________________________________________________
 AY1055* NAD 83(1986)-  29 48 23.     (N)    098 30 04.     (W)     SCALED    
 AY1055* NAVD 88     -       417.684  (meters)    1370.35   (feet)  ADJUSTED  
 AY1055  ___________________________________________________________________
 AY1055  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AY1055  DYNAMIC HT  -         417.080 (meters)    1368.37  (feet)  COMP
 AY1055  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 AY1055
 AY1055  VERT ORDER  -  SECOND    CLASS 0
 AY1055
 AY1055.The horizontal coordinates were scaled from a topographic map and have
 AY1055.an estimated accuracy of +/- 6 seconds.
 AY1055
 AY1055.The orthometric height was determined by differential leveling
 AY1055.and adjusted by the National Geodetic Survey in June 1991..
 AY1055
 AY1055.The geoid height was determined by GEOID03.
 AY1055
 AY1055.The dynamic height is computed by dividing the NAVD 88
 AY1055.geopotential number by the normal gravity value computed on the
 AY1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1055.degrees latitude (g = 980.6199 gals.).
 AY1055
 AY1055.The modeled gravity was interpolated from observed gravity values.
 AY1055
 AY1055;                    North         East    Units  Estimated Accuracy
 AY1055;SPC TXSC     - 4,218,770.      648,220.      MT  (+/- 180 meters Scaled)
 AY1055
 AY1055                          SUPERSEDED SURVEY CONTROL
 AY1055
 AY1055  NGVD 29 (??/??/92)  417.581  (m)         1370.01   (f) ADJ UNCH    2 0
 AY1055
 AY1055.Superseded values are not recommended for survey control.
 AY1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1055.See file dsdata.txt to determine how the superseded data were derived.
 AY1055
 AY1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT482974(NAD 83)
 AY1055_MARKER: DB = BENCH MARK DISK
 AY1055_SETTING: 66 = SET IN ROCK OUTCROP
 AY1055_SP_SET: ROCK LEDGE
 AY1055_STAMPING: A 1004 1953
 AY1055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1055+STABILITY: POSITION/ELEVATION WELL
 AY1055
 AY1055  HISTORY     - Date     Condition        Report By
 AY1055  HISTORY     - 1953     MONUMENTED       CGS
 AY1055  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY1055  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY1055  HISTORY     - 19990925 GOOD             USPSQD
 AY1055
 AY1055                          STATION DESCRIPTION
 AY1055
 AY1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1055'5.0 MI E FROM BERGHEIM.
 AY1055'5.0 MILES EAST ALONG FARM ROAD 475 FROM THE POST OFFICE AT BERGHEIM,
 AY1055'AT HONEY CREEK, 39 FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD
 AY1055'LEADING SOUTH, 28 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 22
 AY1055'FEET SOUTH OF A FENCE, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 AY1055'LARGE FLAT LIMESTONE ROCK.
 AY1055
 AY1055                          STATION RECOVERY (1964)
 AY1055
 AY1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1055'MARK NOT FOUND.
 AY1055
 AY1055                          STATION RECOVERY (1993)
 AY1055
 AY1055'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1055'MARK NOT FOUND.
 AY1055
 AY1055                          STATION RECOVERY (1999)
 AY1055
 AY1055'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1607 ***********************************************************************
 AW1607  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1607  DESIGNATION -  A 1006
 AW1607  PID         -  AW1607
 AW1607  STATE/COUNTY-  TX/GALVESTON
 AW1607  USGS QUAD   -  TEXAS CITY (1994)
 AW1607
 AW1607                         *CURRENT SURVEY CONTROL
 AW1607  ___________________________________________________________________
 AW1607* NAD 83(1993)-  29 29 01.17851(N)    094 56 03.34515(W)     ADJUSTED  
 AW1607* NAVD 88     -         1.24   (meters)       4.1    (feet)  GPS OBS   
 AW1607  ___________________________________________________________________
 AW1607  X           -    -477,940.686 (meters)                     COMP
 AW1607  Y           -  -5,536,035.554 (meters)                     COMP
 AW1607  Z           -   3,120,665.669 (meters)                     COMP
 AW1607  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW1607  ELLIP HEIGHT-         -25.65  (meters)          (02/14/02) GPS OBS
 AW1607  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW1607
 AW1607  HORZ ORDER  -  FIRST
 AW1607  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1607  ELLP ORDER  -  FOURTH    CLASS II
 AW1607
 AW1607.The horizontal coordinates were established by GPS observations
 AW1607.and adjusted by the National Geodetic Survey in December 2001..
 AW1607
 AW1607.The orthometric height was determined by GPS observations and a
 AW1607.high-resolution geoid model using precise GPS observation and
 AW1607.processing techniques.
 AW1607.The vertical order pertains to the NGVD 29 superseded value.
 AW1607
 AW1607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1607
 AW1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1607
 AW1607.The ellipsoidal height was determined by GPS observations
 AW1607.and is referenced to NAD 83.
 AW1607
 AW1607.The geoid height was determined by GEOID03.
 AW1607
 AW1607;                    North         East     Units Scale Factor Converg.
 AW1607;SPC TXSC     - 4,189,752.239   994,170.721   MT  0.99986660   +1 59 30.7
 AW1607;SPC TXSC     -13,745,878.80  3,261,708.44   sFT  0.99986660   +1 59 30.7
 AW1607;UTM  15      - 3,263,131.353   312,468.182   MT  1.00003395   -0 57 08.2
 AW1607
 AW1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1607!SPC TXSC     -   1.00000403  x   0.99986660  =   0.99987063
 AW1607!UTM  15      -   1.00000403  x   1.00003395  =   1.00003798
 AW1607
 AW1607                          SUPERSEDED SURVEY CONTROL
 AW1607
 AW1607  ELLIP H (12/03/01)  -25.64   (m)                       GP(       ) 4 2
 AW1607  ELLIP H (10/25/00)  -25.62   (m)                       GP(       ) 4 1
 AW1607  NAD 83(1993)-  29 29 01.17978(N)    094 56 03.34429(W) AD(       ) 1
 AW1607  ELLIP H (10/17/96)  -25.50   (m)                       GP(       ) 3 1
 AW1607  NGVD 29 (??/??/92)    1.356  (m)            4.45   (f) ADJ UNCH    1 2
 AW1607
 AW1607.Superseded values are not recommended for survey control.
 AW1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1607.See file dsdata.txt to determine how the superseded data were derived.
 AW1607
 AW1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1246863131(NAD 83)
 AW1607_MARKER: DB = BENCH MARK DISK
 AW1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1607_STAMPING: A 1006 1953
 AW1607_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1607+STABILITY: SURFACE MOTION
 AW1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1607+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 AW1607
 AW1607  HISTORY     - Date     Condition        Report By
 AW1607  HISTORY     - 1953     MONUMENTED       CGS
 AW1607  HISTORY     - 1973     GOOD             NGS
 AW1607  HISTORY     - 1978     GOOD             NGS
 AW1607  HISTORY     - 1987     GOOD             USPSQD
 AW1607  HISTORY     - 1987     GOOD             USPSQD
 AW1607  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1607  HISTORY     - 1987     GOOD             USPSQD
 AW1607  HISTORY     - 1988     GOOD             USPSQD
 AW1607  HISTORY     - 1988     GOOD             USPSQD
 AW1607  HISTORY     - 1988     GOOD             USPSQD
 AW1607  HISTORY     - 1988     GOOD             USPSQD
 AW1607  HISTORY     - 1988     GOOD             USPSQD
 AW1607  HISTORY     - 1988     GOOD             USPSQD
 AW1607  HISTORY     - 1988     GOOD             USPSQD
 AW1607  HISTORY     - 1988     GOOD             USPSQD
 AW1607  HISTORY     - 1988     GOOD             USPSQD
 AW1607  HISTORY     - 1988     GOOD             USPSQD
 AW1607  HISTORY     - 1988     GOOD             USPSQD
 AW1607  HISTORY     - 1988     GOOD             USPSQD
 AW1607  HISTORY     - 1988     GOOD             USPSQD
 AW1607  HISTORY     - 1989     GOOD             USPSQD
 AW1607  HISTORY     - 1989     GOOD             USPSQD
 AW1607  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1607  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1607  HISTORY     - 1990     GOOD             USPSQD
 AW1607  HISTORY     - 1990     GOOD             USPSQD
 AW1607  HISTORY     - 1991     GOOD             USPSQD
 AW1607  HISTORY     - 19940326 GOOD             USPSQD
 AW1607  HISTORY     - 19950330 GOOD             HGCSD
 AW1607  HISTORY     - 20040120 GOOD             USE
 AW1607  HISTORY     - 20050630 GOOD             USPSQD
 AW1607
 AW1607                          STATION DESCRIPTION
 AW1607
 AW1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1607'2.15 MI SSW FROM SAN LEON.
 AW1607'2.0 MILES SOUTH-SOUTHWEST ALONG FARM ROAD NO. 517 FROM THE POST OFFICE
 AW1607'AT SAN LEON, THENCE 0.15 MILE SOUTH ALONG 19TH STREET SOUTH, 0.15 MILE
 AW1607'SOUTH OF THE SAN LEON BOAT WORKS, 73.5 FEET SOUTH OF THE CENTER LINE
 AW1607'OF AVENUE J, 23.0 FET EAST OF THE CENTER LINE OF THE STREET, 46.0 FEET
 AW1607'SOUTH OF A TELEPHONE POLE WITH 2 GUY WIRES, 3.5 FEET WEST OF A FENCE,
 AW1607'1.0 FOOT NORTH OF A WITNESS POST, IN THE TOP OF A CONCRETE POST
 AW1607'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW1607
 AW1607                          STATION RECOVERY (1978)
 AW1607
 AW1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1987)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1987)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1987)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1607'MARK NOT FOUND.
 AW1607
 AW1607                          STATION RECOVERY (1987)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1988)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1988)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1988)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (RG)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1988)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1988)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1988)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1988)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1988)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1988)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1988)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1988)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1988)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1988)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1989)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1989)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1989)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1607'MARK NOT FOUND.
 AW1607
 AW1607                          STATION RECOVERY (1989)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1607'MARK NOT FOUND.
 AW1607
 AW1607                          STATION RECOVERY (1990)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1990)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1991)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1994)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (1995)
 AW1607
 AW1607'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1607'RECOVERED AS DESCRIBED.
 AW1607
 AW1607                          STATION RECOVERY (2004)
 AW1607
 AW1607'RECOVERY NOTE BY US ENGINEERS 2004 (JVV)
 AW1607'RECOVERED IN GOOD CONDITION.
 AW1607
 AW1607                          STATION RECOVERY (2005)
 AW1607
 AW1607'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1607'GP IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0527 ***********************************************************************
 AW0527  DESIGNATION -  A 1007
 AW0527  PID         -  AW0527
 AW0527  STATE/COUNTY-  TX/GALVESTON
 AW0527  USGS QUAD   -  GALVESTON (1994)
 AW0527
 AW0527                         *CURRENT SURVEY CONTROL
 AW0527  ___________________________________________________________________
 AW0527* NAD 83(1986)-  29 20 57.     (N)    094 48 44.     (W)     SCALED    
 AW0527* NAVD 88     -         1.02   (+/-2cm)       3.3    (feet)  VERTCON   
 AW0527  ___________________________________________________________________
 AW0527  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW0527
 AW0527  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0527
 AW0527.The horizontal coordinates were scaled from a topographic map and have
 AW0527.an estimated accuracy of +/- 6 seconds.
 AW0527
 AW0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0527.The vertical order pertains to the NGVD 29 superseded value.
 AW0527
 AW0527.The geoid height was determined by GEOID03.
 AW0527
 AW0527;                    North         East    Units  Estimated Accuracy
 AW0527;SPC TXSC     - 4,175,270.    1,006,530.      MT  (+/- 180 meters Scaled)
 AW0527
 AW0527                          SUPERSEDED SURVEY CONTROL
 AW0527
 AW0527  NGVD 29 (??/??/92)    1.014  (m)            3.33   (f) ADJ UNCH    1 2
 AW0527
 AW0527.Superseded values are not recommended for survey control.
 AW0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0527.See file dsdata.txt to determine how the superseded data were derived.
 AW0527
 AW0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN240480(NAD 83)
 AW0527_MARKER: DB = BENCH MARK DISK
 AW0527_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0527_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0527_STAMPING: A 1007 1954
 AW0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0527
 AW0527  HISTORY     - Date     Condition        Report By
 AW0527  HISTORY     - 1954     MONUMENTED       CGS
 AW0527  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0527  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0527  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW0527  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AW0527  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW0527
 AW0527                          STATION DESCRIPTION
 AW0527
 AW0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW0527'3.05 MI W FROM GALVESTON.
 AW0527'0.5 MILE NORTHWEST ACROSS SHIP CHANNEL FROM THE FERRY LANDING AT
 AW0527'GALVESTON, THENCE 2.55 MILES WEST ALONG THE NORTH SHORE OF PELICAN
 AW0527'ISLAND, 150 FEET NORTH OF A TELEPHONE LINE, 50 FEET SOUTH OF THE NORTH
 AW0527'SHORE OF THE ISLAND, 2 FEET WEST OF A WITNESS POST, 0.4 FOOT BELOW THE
 AW0527'TOP OF THE GROUND, SET IN THE TOP OF A 6 INCH TILE PIPE WHICH IS
 AW0527'FILLED WITH CONCRETE.
 AW0527
 AW0527                          STATION RECOVERY (1964)
 AW0527
 AW0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0527'MARK NOT FOUND.
 AW0527
 AW0527                          STATION RECOVERY (1978)
 AW0527
 AW0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0527'NOT RECOVERED IN 1964,NOT RECOVERED THIS DATE.
 AW0527
 AW0527                          STATION RECOVERY (1999)
 AW0527
 AW0527'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0527'MARK NOT FOUND.
 AW0527
 AW0527                          STATION RECOVERY (2003)
 AW0527
 AW0527'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW0527'MARK NOT FOUND.
 AW0527
 AW0527                          STATION RECOVERY (2005)
 AW0527
 AW0527'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0527'LOTS OF SANDY SPOIL HAS BEEN PUMPED INTO THE AREA. THIS COULD NOT BE
 AW0527'FOUND. NO WITNESS POST FOUND.
 AW0527' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1878 ***********************************************************************
 AW1878  DESIGNATION -  A 1008
 AW1878  PID         -  AW1878
 AW1878  STATE/COUNTY-  TX/HARRIS
 AW1878  USGS QUAD   -  ADDICKS (1995)
 AW1878
 AW1878                         *CURRENT SURVEY CONTROL
 AW1878  ___________________________________________________________________
 AW1878* NAD 83(1986)-  29 50 42.     (N)    095 41 34.     (W)     SCALED    
 AW1878* NAVD 88     -        36.964  (meters)     121.27   (feet)  ADJUSTED  
 AW1878  ___________________________________________________________________
 AW1878  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AW1878  DYNAMIC HT  -          36.914 (meters)     121.11  (feet)  COMP
 AW1878  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AW1878  OBS GRAVITY -     979,282.2   (mgal)                       GRAV_OBS
 AW1878
 AW1878  VERT ORDER  -  FIRST     CLASS II
 AW1878
 AW1878.The horizontal coordinates were scaled from a topographic map and have
 AW1878.an estimated accuracy of +/- 6 seconds.
 AW1878
 AW1878.The orthometric height was determined by differential leveling
 AW1878.and adjusted by the National Geodetic Survey in June 1991..
 AW1878
 AW1878.The geoid height was determined by GEOID03.
 AW1878
 AW1878.The dynamic height is computed by dividing the NAVD 88
 AW1878.geopotential number by the normal gravity value computed on the
 AW1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1878.degrees latitude (g = 980.6199 gals.).
 AW1878
 AW1878.The modeled gravity was interpolated from observed gravity values.
 AW1878.The observed gravity was obtained from relative gravimeter ties
 AW1878.to the IGSN71 gravity network.
 AW1878
 AW1878;                    North         East    Units  Estimated Accuracy
 AW1878;SPC TXSC     - 4,227,470.      919,520.      MT  (+/- 180 meters Scaled)
 AW1878
 AW1878                          SUPERSEDED SURVEY CONTROL
 AW1878
 AW1878  NGVD 29 (12/23/87)   36.957  (m)          121.25   (f) ADJUSTED    1 2
 AW1878
 AW1878.Superseded values are not recommended for survey control.
 AW1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1878.See file dsdata.txt to determine how the superseded data were derived.
 AW1878
 AW1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP398046(NAD 83)
 AW1878_MARKER: DB = BENCH MARK DISK
 AW1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1878_SP_SET: CONCRETE POST
 AW1878_STAMPING: A 1008 1954
 AW1878_MARK LOGO: CGS   
 AW1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1878+STABILITY: SURFACE MOTION
 AW1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1878+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 AW1878
 AW1878  HISTORY     - Date     Condition        Report By
 AW1878  HISTORY     - 1954     MONUMENTED       CGS
 AW1878  HISTORY     - 1973     GOOD             NGS
 AW1878  HISTORY     - 1978     GOOD             NGS
 AW1878  HISTORY     - 1986     GOOD             NGS
 AW1878  HISTORY     - 19950905 GOOD             USPSQD
 AW1878  HISTORY     - 20041011 GOOD             USPSQD
 AW1878
 AW1878                          STATION DESCRIPTION
 AW1878
 AW1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1878'6.05 MI N FROM BARKER.
 AW1878'ABOUT 6.05 MILES NORTH ALONG BARKER-CYPRESS RD. FROM ITS OVERPASS OVER
 AW1878'THE I-10 HIGHWAY AT BARKER, 0.1 MILE WEST OF A BRIDGE OVER BEAR CREEK,
 AW1878'65 1/2 FEET EAST OF A METAL GATE, 44.3 FEET EAST OF A BREATHER PIPE IN
 AW1878'UNITED GAS LINE, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.2
 AW1878'FEET SOUTH OF A FENCE, 0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 AW1878'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW1878'THE GROUND.
 AW1878
 AW1878                          STATION RECOVERY (1978)
 AW1878
 AW1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1878'RECOVERED IN GOOD CONDITION.
 AW1878
 AW1878                          STATION RECOVERY (1986)
 AW1878
 AW1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1878'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 AW1878'NORTHERLY ALONG BARKER-CYPRESS ROAD FROM ITS JUNCTION WITH INTERSTATE
 AW1878'HIGHWAY 10 IN BARKER, THENCE 1.5 KM (0.95 MI) WEST ALONG SAUMS ROAD,
 AW1878'THENCE 5.9 KM (3.65 MI) NORTHERLY ALONG GREENHOUSE ROAD.
 AW1878
 AW1878                          STATION RECOVERY (1995)
 AW1878
 AW1878'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1878'RECOVERED IN GOOD CONDITION.
 AW1878
 AW1878                          STATION RECOVERY (2004)
 AW1878
 AW1878'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1878'WITNESS POST STILL GOOD. ORANGE PAINT ON THE ROAD WITH AN ARROW
 AW1878'POINTING AT BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1820 ***********************************************************************
 AW1820  DESIGNATION -  A 1009
 AW1820  PID         -  AW1820
 AW1820  STATE/COUNTY-  TX/HARRIS
 AW1820  USGS QUAD   -  CYPRESS (1995)
 AW1820
 AW1820                         *CURRENT SURVEY CONTROL
 AW1820  ___________________________________________________________________
 AW1820* NAD 83(1986)-  29 57 34.     (N)    095 41 01.     (W)     SCALED    
 AW1820* NAVD 88     -        43.045  (meters)     141.22   (feet)  ADJUSTED  
 AW1820  ___________________________________________________________________
 AW1820  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW1820  DYNAMIC HT  -          42.986 (meters)     141.03  (feet)  COMP
 AW1820  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 AW1820
 AW1820  VERT ORDER  -  FIRST     CLASS II
 AW1820
 AW1820.The horizontal coordinates were scaled from a topographic map and have
 AW1820.an estimated accuracy of +/- 6 seconds.
 AW1820
 AW1820.The orthometric height was determined by differential leveling
 AW1820.and adjusted by the National Geodetic Survey in June 1991..
 AW1820
 AW1820.The geoid height was determined by GEOID03.
 AW1820
 AW1820.The dynamic height is computed by dividing the NAVD 88
 AW1820.geopotential number by the normal gravity value computed on the
 AW1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1820.degrees latitude (g = 980.6199 gals.).
 AW1820
 AW1820.The modeled gravity was interpolated from observed gravity values.
 AW1820
 AW1820;                    North         East    Units  Estimated Accuracy
 AW1820;SPC TXSC     - 4,240,170.      920,050.      MT  (+/- 180 meters Scaled)
 AW1820
 AW1820                          SUPERSEDED SURVEY CONTROL
 AW1820
 AW1820  NGVD 29 (12/23/87)   43.038  (m)          141.20   (f) ADJUSTED    1 2
 AW1820
 AW1820.Superseded values are not recommended for survey control.
 AW1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1820.See file dsdata.txt to determine how the superseded data were derived.
 AW1820
 AW1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP410173(NAD 83)
 AW1820_MARKER: DB = BENCH MARK DISK
 AW1820_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1820_SP_SET: HEADWALL
 AW1820_STAMPING: A 1009 1954
 AW1820_MARK LOGO: CGS   
 AW1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1820+STABILITY: SURFACE MOTION
 AW1820
 AW1820  HISTORY     - Date     Condition        Report By
 AW1820  HISTORY     - 1954     MONUMENTED       CGS
 AW1820  HISTORY     - 1973     GOOD             NGS
 AW1820  HISTORY     - 1978     GOOD             NGS
 AW1820  HISTORY     - 1986     GOOD             NGS
 AW1820  HISTORY     - 1987     GOOD             USPSQD
 AW1820  HISTORY     - 1991     GOOD             USPSQD
 AW1820
 AW1820                          STATION DESCRIPTION
 AW1820
 AW1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1820'0.95 MI SE FROM CYPRESS.
 AW1820'ABOUT 0.95 MILE SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1820'CYPRESS, 24 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 AW1820'LANE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF A LARGE
 AW1820'4-CHANNEL CONCRETE CULVERT, 17 FEET SOUTHEAST OF THE NORTHWEST END OF
 AW1820'A RETAINING WALL, EXTENDING NORTH WESTERNLY FROM THE HEADWALL, AND
 AW1820'ABOUT LEVEL WITH THE HIGHWAY.
 AW1820
 AW1820                          STATION RECOVERY (1978)
 AW1820
 AW1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1820'RECOVERED IN GOOD CONDITION.
 AW1820
 AW1820                          STATION RECOVERY (1986)
 AW1820
 AW1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1820'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.7 KM (1.05
 AW1820'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 AW1820'SPRING-CYPRESS ROAD IN CYPRESS.
 AW1820
 AW1820                          STATION RECOVERY (1987)
 AW1820
 AW1820'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1820'RECOVERED IN GOOD CONDITION.
 AW1820
 AW1820                          STATION RECOVERY (1991)
 AW1820
 AW1820'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW1820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0166 ***********************************************************************
 BL0166  DESIGNATION -  A 101
 BL0166  PID         -  BL0166
 BL0166  STATE/COUNTY-  TX/TYLER
 BL0166  USGS QUAD   -  TOWN BLUFF (1984)
 BL0166
 BL0166                         *CURRENT SURVEY CONTROL
 BL0166  ___________________________________________________________________
 BL0166* NAD 83(1986)-  30 52 04.     (N)    094 14 47.     (W)     SCALED    
 BL0166* NAVD 88     -        48.11   (+/-2cm)     157.8    (feet)  VERTCON   
 BL0166  ___________________________________________________________________
 BL0166  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BL0166
 BL0166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0166
 BL0166.The horizontal coordinates were scaled from a topographic map and have
 BL0166.an estimated accuracy of +/- 6 seconds.
 BL0166
 BL0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0166.The vertical order pertains to the NGVD 29 superseded value.
 BL0166
 BL0166.The geoid height was determined by GEOID03.
 BL0166
 BL0166;                    North         East    Units  Estimated Accuracy
 BL0166;SPC TX C     - 3,149,070.    1,281,770.      MT  (+/- 180 meters Scaled)
 BL0166
 BL0166                          SUPERSEDED SURVEY CONTROL
 BL0166
 BL0166  NGVD 29 (??/??/92)   48.110  (m)          157.84   (f) ADJ UNCH    2 0
 BL0166
 BL0166.Superseded values are not recommended for survey control.
 BL0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0166.See file dsdata.txt to determine how the superseded data were derived.
 BL0166
 BL0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ808156(NAD 83)
 BL0166_MARKER: DB = BENCH MARK DISK
 BL0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0166_STAMPING: A 101 1952
 BL0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0166+STABILITY: SURFACE MOTION
 BL0166
 BL0166  HISTORY     - Date     Condition        Report By
 BL0166  HISTORY     - 1952     MONUMENTED       CGS
 BL0166
 BL0166                          STATION DESCRIPTION
 BL0166
 BL0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0166'13.0 MI NE FROM WOODVILLE.
 BL0166'11.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE TEXAS AND NEW ORLEANS
 BL0166'RAILROAD STATION AT WOODVILLE, THENCE 1.6 MILES NORTHWEST ALONG A
 BL0166'GRADED DIRT ROAD, 0.4 MILE NORTHWEST OF BENCH MARK T 504, AT A
 BL0166'JUNCTION WITH A GRADED DIRT ROAD LEADING WEST, 29 FEET SOUTHWEST OF
 BL0166'THE CENTER LINE OF THE ROAD LEADING NORTHWEST, 41 FEET NORTHWEST OF
 BL0166'THE CENTER LINE OF THE ROAD LEADING WEST, 1.3 FEET SOUTHWEST OF A
 BL0166'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BL0166'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1484 ***********************************************************************
 BL1484  DESIGNATION -  A 1010
 BL1484  PID         -  BL1484
 BL1484  STATE/COUNTY-  TX/HARRIS
 BL1484  USGS QUAD   -  TOMBALL (1979)
 BL1484
 BL1484                         *CURRENT SURVEY CONTROL
 BL1484  ___________________________________________________________________
 BL1484* NAD 83(1986)-  30 05 52.     (N)    095 30 46.     (W)     SCALED    
 BL1484* NAVD 88     -        43.496  (meters)     142.70   (feet)  ADJUSTED  
 BL1484  ___________________________________________________________________
 BL1484  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL1484  DYNAMIC HT  -          43.438 (meters)     142.51  (feet)  COMP
 BL1484  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 BL1484  OBS GRAVITY -     979,299.1   (mgal)                       GRAV_OBS
 BL1484
 BL1484  VERT ORDER  -  FIRST     CLASS II
 BL1484
 BL1484.The horizontal coordinates were scaled from a topographic map and have
 BL1484.an estimated accuracy of +/- 6 seconds.
 BL1484
 BL1484.The orthometric height was determined by differential leveling
 BL1484.and adjusted by the National Geodetic Survey in June 1991..
 BL1484
 BL1484.The geoid height was determined by GEOID03.
 BL1484
 BL1484.The dynamic height is computed by dividing the NAVD 88
 BL1484.geopotential number by the normal gravity value computed on the
 BL1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1484.degrees latitude (g = 980.6199 gals.).
 BL1484
 BL1484.The modeled gravity was interpolated from observed gravity values.
 BL1484.The observed gravity was obtained from relative gravimeter ties
 BL1484.to the IGSN71 gravity network.
 BL1484
 BL1484;                    North         East    Units  Estimated Accuracy
 BL1484;SPC TXSC     - 4,255,980.      936,070.      MT  (+/- 180 meters Scaled)
 BL1484
 BL1484                          SUPERSEDED SURVEY CONTROL
 BL1484
 BL1484  NGVD 29 (12/23/87)   43.495  (m)          142.70   (f) ADJUSTED    1 2
 BL1484
 BL1484.Superseded values are not recommended for survey control.
 BL1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1484.See file dsdata.txt to determine how the superseded data were derived.
 BL1484
 BL1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP578322(NAD 83)
 BL1484_MARKER: DB = BENCH MARK DISK
 BL1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1484_SP_SET: CONCRETE POST
 BL1484_STAMPING: A 1010 1954
 BL1484_MARK LOGO: CGS   
 BL1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1484+STABILITY: SURFACE MOTION
 BL1484
 BL1484  HISTORY     - Date     Condition        Report By
 BL1484  HISTORY     - 1954     MONUMENTED       CGS
 BL1484  HISTORY     - 1973     GOOD             NGS
 BL1484  HISTORY     - 1978     GOOD             NGS
 BL1484  HISTORY     - 1986     GOOD             NGS
 BL1484  HISTORY     - 20050815 GOOD             GEOCAC
 BL1484
 BL1484                          STATION DESCRIPTION
 BL1484
 BL1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1484'5.4 MI E FROM HUFSMITH.
 BL1484'ABOUT 5.4 MILES EAST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1484'CROSSING OF STANOLIND RD., AT MILE POST 6, 47.9 FEET NORTH OF THE
 BL1484'NORTH RAIL, 24 FEET SOUTH OF THE CENTER LINE OF ROOT ROAD, 1.1 FEET
 BL1484'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 BL1484'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BL1484
 BL1484                          STATION RECOVERY (1978)
 BL1484
 BL1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1484'RECOVERED IN GOOD CONDITION.
 BL1484
 BL1484                          STATION RECOVERY (1986)
 BL1484
 BL1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1484'RECOVERED IN GOOD CONDITION.
 BL1484
 BL1484                          STATION RECOVERY (2005)
 BL1484
 BL1484'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1484'THE MARK IS ACROSS ROOT ROAD FROM A FLASHING SCHOOL ZONE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1345 ***********************************************************************
 AW1345  DESIGNATION -  A 1011
 AW1345  PID         -  AW1345
 AW1345  STATE/COUNTY-  TX/GALVESTON
 AW1345  USGS QUAD   -  FLAKE (1994)
 AW1345
 AW1345                         *CURRENT SURVEY CONTROL
 AW1345  ___________________________________________________________________
 AW1345* NAD 83(1986)-  29 24 13.     (N)    094 43 19.     (W)     SCALED    
 AW1345* NAVD 88     -         1.52   (+/-2cm)       5.0    (feet)  VERTCON   
 AW1345  ___________________________________________________________________
 AW1345  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW1345
 AW1345  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1345
 AW1345.The horizontal coordinates were scaled from a topographic map and have
 AW1345.an estimated accuracy of +/- 6 seconds.
 AW1345
 AW1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1345.The vertical order pertains to the NGVD 29 superseded value.
 AW1345
 AW1345.The geoid height was determined by GEOID03.
 AW1345
 AW1345;                    North         East    Units  Estimated Accuracy
 AW1345;SPC TXSC     - 4,181,620.    1,015,070.      MT  (+/- 180 meters Scaled)
 AW1345
 AW1345                          SUPERSEDED SURVEY CONTROL
 AW1345
 AW1345  NGVD 29 (??/??/92)    1.514  (m)            4.97   (f) ADJ UNCH    1 2
 AW1345
 AW1345.Superseded values are not recommended for survey control.
 AW1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1345.See file dsdata.txt to determine how the superseded data were derived.
 AW1345
 AW1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN329539(NAD 83)
 AW1345_MARKER: DB = BENCH MARK DISK
 AW1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1345_STAMPING: A 1011 1953
 AW1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1345+STABILITY: SURFACE MOTION
 AW1345
 AW1345  HISTORY     - Date     Condition        Report By
 AW1345  HISTORY     - 1953     MONUMENTED       CGS
 AW1345  HISTORY     - 1958     GOOD             NGS
 AW1345  HISTORY     - 1977     GOOD             NGS
 AW1345  HISTORY     - 1978     GOOD             NGS
 AW1345  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1345  HISTORY     - 1990     GOOD             USPSQD
 AW1345  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 AW1345  HISTORY     - 19990511 POOR             USPSQD
 AW1345  HISTORY     - 20010430 POOR             USPSQD
 AW1345  HISTORY     - 20020708 MARK NOT FOUND   USPSQD
 AW1345  HISTORY     - 20031009 MARK NOT FOUND   USPSQD
 AW1345  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW1345
 AW1345                          STATION DESCRIPTION
 AW1345
 AW1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1345'4.6 MI NE FROM PORT BOLIVAR.
 AW1345'ABOUT 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1345'LANDING AT PORT BOLIVAR, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW1345'HIGHWAY, 27 FEET NORTHEAST OF THE CENTER LINE OF A WIRE GATE, 152 FEET
 AW1345'NORTHEAST OF POWER POLE 175-490, 2 FEET NORTHWEST OF A FENCE, 1 FOOT
 AW1345'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN
 AW1345'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW1345
 AW1345                          STATION RECOVERY (1977)
 AW1345
 AW1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1345'RECOVERED IN GOOD CONDITION.
 AW1345
 AW1345                          STATION RECOVERY (1978)
 AW1345
 AW1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1345'RECOVERED IN GOOD CONDITION.
 AW1345
 AW1345                          STATION RECOVERY (1989)
 AW1345
 AW1345'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW1345'MARK NOT FOUND.
 AW1345
 AW1345                          STATION RECOVERY (1990)
 AW1345
 AW1345'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1345'RECOVERED IN GOOD CONDITION.
 AW1345
 AW1345                          STATION RECOVERY (1991)
 AW1345
 AW1345'RECOVERY NOTE BY US POWER SQUADRON 1991 (MB)
 AW1345'MARK NOT FOUND.
 AW1345
 AW1345                          STATION RECOVERY (1999)
 AW1345
 AW1345'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1345'MARK RECOVERED IN POOR CONDITION.
 AW1345
 AW1345                          STATION RECOVERY (2001)
 AW1345
 AW1345'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1345'MARK RECOVERED IN POOR CONDITION.
 AW1345
 AW1345                          STATION RECOVERY (2002)
 AW1345
 AW1345'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1345'MARK NOT FOUND.
 AW1345
 AW1345                          STATION RECOVERY (2003)
 AW1345
 AW1345'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1345'MARK NOT FOUND.
 AW1345
 AW1345                          STATION RECOVERY (2004)
 AW1345
 AW1345'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2538 ***********************************************************************
 AW2538  DESIGNATION -  A 1012
 AW2538  PID         -  AW2538
 AW2538  STATE/COUNTY-  TX/CHAMBERS
 AW2538  USGS QUAD   -  STOWELL (1993)
 AW2538
 AW2538                         *CURRENT SURVEY CONTROL
 AW2538  ___________________________________________________________________
 AW2538* NAD 83(1986)-  29 47 29.     (N)    094 26 54.     (W)     SCALED    
 AW2538* NAVD 88     -         7.10   (+/-2cm)      23.3    (feet)  VERTCON   
 AW2538  ___________________________________________________________________
 AW2538  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2538
 AW2538  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2538
 AW2538.The horizontal coordinates were scaled from a topographic map and have
 AW2538.an estimated accuracy of +/- 6 seconds.
 AW2538
 AW2538.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2538.The vertical order pertains to the NGVD 29 superseded value.
 AW2538
 AW2538.The geoid height was determined by GEOID03.
 AW2538
 AW2538;                    North         East    Units  Estimated Accuracy
 AW2538;SPC TXSC     - 4,225,570.    1,039,930.      MT  (+/- 180 meters Scaled)
 AW2538
 AW2538                          SUPERSEDED SURVEY CONTROL
 AW2538
 AW2538  NGVD 29 (??/??/92)    7.101  (m)           23.30   (f) ADJ UNCH    1 2
 AW2538
 AW2538.Superseded values are not recommended for survey control.
 AW2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2538.See file dsdata.txt to determine how the superseded data were derived.
 AW2538
 AW2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN600965(NAD 83)
 AW2538_MARKER: DB = BENCH MARK DISK
 AW2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2538_STAMPING: A 1012 1953
 AW2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2538+STABILITY: SURFACE MOTION
 AW2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2538+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2538
 AW2538  HISTORY     - Date     Condition        Report By
 AW2538  HISTORY     - 1953     MONUMENTED       CGS
 AW2538  HISTORY     - 1959     GOOD             NGS
 AW2538  HISTORY     - 19950803 GOOD             USPSQD
 AW2538  HISTORY     - 19960913 GOOD             USPSQD
 AW2538  HISTORY     - 20010331 GOOD             NGS
 AW2538  HISTORY     - 20030120 GOOD             USPSQD
 AW2538  HISTORY     - 20060120 GOOD             USPSQD
 AW2538
 AW2538                          STATION DESCRIPTION
 AW2538
 AW2538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2538'4.05 MI W FROM STOWELL.
 AW2538'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2538'STOWELL, THENCE ABOUT 3.95 MILES WEST ALONG STATE HIGHWAY 73T, 59 1/2
 AW2538'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 61 FEET NORTHWEST OF THE
 AW2538'NORTHWEST CORNER OF A FARMHOUSE, 27 FEET EAST OF THE CENTER LINE OF A
 AW2538'DRIVEWAY LEADING TO THE HOUSE, 1 1/2 FEET NORTH OF A FENCE, 1 FOOT
 AW2538'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 AW2538'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW2538
 AW2538                          STATION RECOVERY (1995)
 AW2538
 AW2538'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2538'RECOVERED IN GOOD CONDITION.
 AW2538
 AW2538                          STATION RECOVERY (1996)
 AW2538
 AW2538'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2538'RECOVERED IN GOOD CONDITION.
 AW2538
 AW2538                          STATION RECOVERY (2001)
 AW2538
 AW2538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2538'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2538
 AW2538                          STATION RECOVERY (2003)
 AW2538
 AW2538'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2538'RECOVERED IN GOOD CONDITION.
 AW2538
 AW2538                          STATION RECOVERY (2006)
 AW2538
 AW2538'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2538'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2826 ***********************************************************************
 AW2826  DESIGNATION -  A 1013
 AW2826  PID         -  AW2826
 AW2826  STATE/COUNTY-  TX/CHAMBERS
 AW2826  USGS QUAD   -  ANAHUAC (1993)
 AW2826
 AW2826                         *CURRENT SURVEY CONTROL
 AW2826  ___________________________________________________________________
 AW2826* NAD 83(1986)-  29 49 38.     (N)    094 40 03.     (W)     SCALED    
 AW2826* NAVD 88     -         7.98   (+/-2cm)      26.2    (feet)  VERTCON   
 AW2826  ___________________________________________________________________
 AW2826  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW2826
 AW2826  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2826
 AW2826.The horizontal coordinates were scaled from a topographic map and have
 AW2826.an estimated accuracy of +/- 6 seconds.
 AW2826
 AW2826.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2826.The vertical order pertains to the NGVD 29 superseded value.
 AW2826
 AW2826.The geoid height was determined by GEOID03.
 AW2826
 AW2826;                    North         East    Units  Estimated Accuracy
 AW2826;SPC TXSC     - 4,228,730.    1,018,610.      MT  (+/- 180 meters Scaled)
 AW2826
 AW2826                          SUPERSEDED SURVEY CONTROL
 AW2826
 AW2826  NGVD 29 (??/??/92)    7.979  (m)           26.18   (f) ADJ UNCH    1 2
 AW2826
 AW2826.Superseded values are not recommended for survey control.
 AW2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2826.See file dsdata.txt to determine how the superseded data were derived.
 AW2826
 AW2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP388008(NAD 83)
 AW2826_MARKER: DB = BENCH MARK DISK
 AW2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2826_STAMPING: A 1013 1953
 AW2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2826+STABILITY: SURFACE MOTION
 AW2826
 AW2826  HISTORY     - Date     Condition        Report By
 AW2826  HISTORY     - 1953     MONUMENTED       CGS
 AW2826  HISTORY     - 1959     GOOD             NGS
 AW2826  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2826  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW2826  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2826  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AW2826  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW2826
 AW2826                          STATION DESCRIPTION
 AW2826
 AW2826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2826'4.2 MI SE FROM WALLISVILLE.
 AW2826'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 73 FROM THE METHODIST CHURCH
 AW2826'AT WALLISVILLE, THENCE ABOUT 1.85 MILES SOUTHEAST ALONG FARM ROAD 563,
 AW2826'67 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE
 AW2826'SOUTHEAST OF A CONCRETE BRIDGE OVER TURTLE BAYOU, 131 FEET SOUTH OF
 AW2826'THE SOUTH CORNER OF THE BAR X CLUB, 6 FEET SOUTHWEST OF A 14-INCH PINE
 AW2826'TREE, 5.7 FEET NORTHEAST OF A 14-INCH PINE TREE, 1 FOOT NORTHWEST OF A
 AW2826'FENCE, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2826
 AW2826                          STATION RECOVERY (1973)
 AW2826
 AW2826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2826'MARK NOT FOUND.
 AW2826
 AW2826                          STATION RECOVERY (1997)
 AW2826
 AW2826'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2826'MARK NOT FOUND.
 AW2826
 AW2826                          STATION RECOVERY (2001)
 AW2826
 AW2826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2826'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2826
 AW2826                          STATION RECOVERY (2004)
 AW2826
 AW2826'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2826'MARK NOT FOUND.
 AW2826
 AW2826                          STATION RECOVERY (2005)
 AW2826
 AW2826'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0743 ***********************************************************************
 AW0743  DESIGNATION -  A 1014
 AW0743  PID         -  AW0743
 AW0743  STATE/COUNTY-  TX/CHAMBERS
 AW0743  USGS QUAD   -  COVE (1993)
 AW0743
 AW0743                         *CURRENT SURVEY CONTROL
 AW0743  ___________________________________________________________________
 AW0743* NAD 83(1986)-  29 51 50.     (N)    094 49 10.     (W)     SCALED    
 AW0743* NAVD 88     -         9.84   (+/-2cm)      32.3    (feet)  VERTCON   
 AW0743  ___________________________________________________________________
 AW0743  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW0743
 AW0743  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0743
 AW0743.The horizontal coordinates were scaled from a topographic map and have
 AW0743.an estimated accuracy of +/- 6 seconds.
 AW0743
 AW0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0743.The vertical order pertains to the NGVD 29 superseded value.
 AW0743
 AW0743.The geoid height was determined by GEOID03.
 AW0743
 AW0743;                    North         East    Units  Estimated Accuracy
 AW0743;SPC TXSC     - 4,232,260.    1,003,790.      MT  (+/- 180 meters Scaled)
 AW0743
 AW0743                          SUPERSEDED SURVEY CONTROL
 AW0743
 AW0743  NGVD 29 (??/??/92)    9.837  (m)           32.27   (f) ADJ UNCH    1 2
 AW0743
 AW0743.Superseded values are not recommended for survey control.
 AW0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0743.See file dsdata.txt to determine how the superseded data were derived.
 AW0743
 AW0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP242050(NAD 83)
 AW0743_MARKER: DB = BENCH MARK DISK
 AW0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0743_STAMPING: A 1014 1953
 AW0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0743+STABILITY: SURFACE MOTION
 AW0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0743+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW0743
 AW0743  HISTORY     - Date     Condition        Report By
 AW0743  HISTORY     - 1953     MONUMENTED       CGS
 AW0743  HISTORY     - 1963     GOOD             NGS
 AW0743  HISTORY     - 1971     GOOD             USGS
 AW0743  HISTORY     - 1978     GOOD             NGS
 AW0743  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0743  HISTORY     - 19960921 GOOD             USPSQD
 AW0743  HISTORY     - 20010331 GOOD             NGS
 AW0743  HISTORY     - 20031231 GOOD             USPSQD
 AW0743  HISTORY     - 20050206 GOOD             USPSQD
 AW0743
 AW0743                          STATION DESCRIPTION
 AW0743
 AW0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW0743'2.55 MI NW FROM COVE.
 AW0743'ABOUT 2.55 MILES NORTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE
 AW0743'HIGHWAY 10 OVERPASS AT COVE, 0.2 MILE SOUTHEAST OF A CURVE IN THE
 AW0743'ROAD, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 72 FEET
 AW0743'SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY, 35 1/2 FEET EAST OF THE
 AW0743'EAST CORNER OF A HOUSE, 19 FEET NORTHWEST OF A POWER POLE BRACED BY A
 AW0743'GUY WIRE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0743
 AW0743                          STATION RECOVERY (1971)
 AW0743
 AW0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW0743'RECOVERED IN GOOD CONDITION.
 AW0743
 AW0743                          STATION RECOVERY (1978)
 AW0743
 AW0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0743'RECOVERED IN GOOD CONDITION.
 AW0743
 AW0743                          STATION RECOVERY (1990)
 AW0743
 AW0743'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW0743'MARK NOT FOUND.
 AW0743
 AW0743                          STATION RECOVERY (1996)
 AW0743
 AW0743'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0743'RECOVERED IN GOOD CONDITION.
 AW0743
 AW0743                          STATION RECOVERY (2001)
 AW0743
 AW0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0743'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0743
 AW0743                          STATION RECOVERY (2003)
 AW0743
 AW0743'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0743'RECOVERED IN GOOD CONDITION.
 AW0743
 AW0743                          STATION RECOVERY (2005)
 AW0743
 AW0743'RECOVERY NOTE BY US POWER SQUADRON 2005 (BT)
 AW0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1454 ***********************************************************************
 AW1454  DESIGNATION -  A 1015
 AW1454  PID         -  AW1454
 AW1454  STATE/COUNTY-  TX/CHAMBERS
 AW1454  USGS QUAD   -  OAK ISLAND (1994)
 AW1454
 AW1454                         *CURRENT SURVEY CONTROL
 AW1454  ___________________________________________________________________
 AW1454* NAD 83(1986)-  29 42 00.     (N)    094 40 31.     (W)     SCALED    
 AW1454* NAVD 88     -         3.24   (+/-2cm)      10.6    (feet)  VERTCON   
 AW1454  ___________________________________________________________________
 AW1454  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW1454  OBS GRAVITY -     979,284.6   (mgal)                       GRAV_OBS
 AW1454
 AW1454  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1454
 AW1454.The horizontal coordinates were scaled from a topographic map and have
 AW1454.an estimated accuracy of +/- 6 seconds.
 AW1454
 AW1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1454.The vertical order pertains to the NGVD 29 superseded value.
 AW1454
 AW1454.The geoid height was determined by GEOID03.
 AW1454.The observed gravity was obtained from relative gravimeter ties
 AW1454.to the IGSN71 gravity network.
 AW1454
 AW1454;                    North         East    Units  Estimated Accuracy
 AW1454;SPC TXSC     - 4,214,610.    1,018,380.      MT  (+/- 180 meters Scaled)
 AW1454
 AW1454                          SUPERSEDED SURVEY CONTROL
 AW1454
 AW1454  NGVD 29 (??/??/92)    3.243  (m)           10.64   (f) ADJ UNCH    1 2
 AW1454
 AW1454.Superseded values are not recommended for survey control.
 AW1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1454.See file dsdata.txt to determine how the superseded data were derived.
 AW1454
 AW1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN379867(NAD 83)
 AW1454_MARKER: DB = BENCH MARK DISK
 AW1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1454_STAMPING: A 1015 1953
 AW1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1454+STABILITY: SURFACE MOTION
 AW1454
 AW1454  HISTORY     - Date     Condition        Report By
 AW1454  HISTORY     - 1953     MONUMENTED       CGS
 AW1454  HISTORY     - 1973     GOOD             NGS
 AW1454  HISTORY     - 1978     GOOD             NGS
 AW1454  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 AW1454  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1454  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW1454  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 AW1454
 AW1454                          STATION DESCRIPTION
 AW1454
 AW1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1454'5.15 MI S FROM ANAHUAC.
 AW1454'ABOUT 5.15 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH
 AW1454'STATE HIGHWAY 61 AT ANAHUAC, 42 1/2 FEET WEST OF CENTER LINE OF THE
 AW1454'FARM ROAD, 19 FEET NORTH OF CENTER LINE OF A DRIVE LEADING TO A
 AW1454'PASTURE, AND 1 FOOT WEST OF A FENCE.  A C AND GS DISK, ABOUT 1 FOOT
 AW1454'NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 AW1454'WHICH PROJECTS 5 INCHES.
 AW1454
 AW1454                          STATION RECOVERY (1978)
 AW1454
 AW1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1454'RECOVERED IN GOOD CONDITION.
 AW1454
 AW1454                          STATION RECOVERY (1996)
 AW1454
 AW1454'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1454'MARK NOT FOUND.
 AW1454
 AW1454                          STATION RECOVERY (2001)
 AW1454
 AW1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1454'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1454
 AW1454                          STATION RECOVERY (2004)
 AW1454
 AW1454'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1454'MARK NOT FOUND.
 AW1454
 AW1454                          STATION RECOVERY (2005)
 AW1454
 AW1454'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2409 ***********************************************************************
 AW2409  DESIGNATION -  A 1016
 AW2409  PID         -  AW2409
 AW2409  STATE/COUNTY-  TX/JEFFERSON
 AW2409  USGS QUAD   -  HAMSHIRE (1994)
 AW2409
 AW2409                         *CURRENT SURVEY CONTROL
 AW2409  ___________________________________________________________________
 AW2409* NAD 83(1986)-  29 49 32.     (N)    094 21 09.     (W)     SCALED    
 AW2409* NAVD 88     -         6.27   (+/-2cm)      20.6    (feet)  VERTCON   
 AW2409  ___________________________________________________________________
 AW2409  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2409
 AW2409  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2409
 AW2409.The horizontal coordinates were scaled from a topographic map and have
 AW2409.an estimated accuracy of +/- 6 seconds.
 AW2409
 AW2409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2409.The vertical order pertains to the NGVD 29 superseded value.
 AW2409
 AW2409.The geoid height was determined by GEOID03.
 AW2409
 AW2409;                    North         East    Units  Estimated Accuracy
 AW2409;SPC TXSC     - 4,229,720.    1,049,040.      MT  (+/- 180 meters Scaled)
 AW2409
 AW2409                          SUPERSEDED SURVEY CONTROL
 AW2409
 AW2409  NGVD 29 (??/??/92)    6.270  (m)           20.57   (f) ADJ UNCH    1 2
 AW2409
 AW2409.Superseded values are not recommended for survey control.
 AW2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2409.See file dsdata.txt to determine how the superseded data were derived.
 AW2409
 AW2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP693002(NAD 83)
 AW2409_MARKER: DB = BENCH MARK DISK
 AW2409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2409_SP_SET: CULVERT
 AW2409_STAMPING: A 1016 1953
 AW2409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2409
 AW2409  HISTORY     - Date     Condition        Report By
 AW2409  HISTORY     - 1953     MONUMENTED       CGS
 AW2409  HISTORY     - 1958     GOOD             NGS
 AW2409  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2409  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2409  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2409
 AW2409                          STATION DESCRIPTION
 AW2409
 AW2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2409'1.7 MI NE FROM WINNIE.
 AW2409'ABOUT 1.7 NORTHEAST ALONG STATE HIGHWAY 124 FROM THE GULF, COLORADO
 AW2409'AND SANTA FE RAILROAD FROM THE STATION AT WINNIE, 22 FEET NORTHWEST OF
 AW2409'THE CENTER LINE OF THE HIGHWAY, ABOUT 0.3 MILE EAST OF THE
 AW2409'CHAMBERS-JEFFERSON COUNTY LINE, IN THE TOP AND CENTER OF THE NORTHWEST
 AW2409'HEAD WALL OF A CONCRETE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW2409
 AW2409                          STATION RECOVERY (2001)
 AW2409
 AW2409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2409'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2409
 AW2409                          STATION RECOVERY (2001)
 AW2409
 AW2409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2409'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2409
 AW2409                          STATION RECOVERY (2004)
 AW2409
 AW2409'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0230 ***********************************************************************
 BL0230  DESIGNATION -  A 1017 RESET 1963
 BL0230  PID         -  BL0230
 BL0230  STATE/COUNTY-  TX/JEFFERSON
 BL0230  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0230
 BL0230                         *CURRENT SURVEY CONTROL
 BL0230  ___________________________________________________________________
 BL0230* NAD 83(1986)-  30 04 05.     (N)    094 09 24.     (W)     SCALED    
 BL0230* NAVD 88     -         5.995  (meters)      19.67   (feet)  ADJUSTED  
 BL0230  ___________________________________________________________________
 BL0230  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0230  DYNAMIC HT  -           5.987 (meters)      19.64  (feet)  COMP
 BL0230  MODELED GRAV-     979,306.9   (mgal)                       NAVD 88
 BL0230
 BL0230  VERT ORDER  -  FIRST     CLASS I
 BL0230
 BL0230.The horizontal coordinates were scaled from a topographic map and have
 BL0230.an estimated accuracy of +/- 6 seconds.
 BL0230
 BL0230.The orthometric height was determined by differential leveling
 BL0230.and adjusted by the National Geodetic Survey in June 1991..
 BL0230
 BL0230.The geoid height was determined by GEOID03.
 BL0230
 BL0230.The dynamic height is computed by dividing the NAVD 88
 BL0230.geopotential number by the normal gravity value computed on the
 BL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0230.degrees latitude (g = 980.6199 gals.).
 BL0230
 BL0230.The modeled gravity was interpolated from observed gravity values.
 BL0230
 BL0230;                    North         East    Units  Estimated Accuracy
 BL0230;SPC TXSC     - 4,257,340.    1,066,840.      MT  (+/- 180 meters Scaled)
 BL0230
 BL0230                          SUPERSEDED SURVEY CONTROL
 BL0230
 BL0230  NGVD 29 (??/??/92)    6.016  (m)           19.74   (f) ADJ UNCH    1 1
 BL0230
 BL0230.Superseded values are not recommended for survey control.
 BL0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0230.See file dsdata.txt to determine how the superseded data were derived.
 BL0230
 BL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP885268(NAD 83)
 BL0230_MARKER: DB = BENCH MARK DISK
 BL0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0230_SP_SET: BRIDGE
 BL0230_STAMPING: A 1017 RESET 1963
 BL0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0230
 BL0230  HISTORY     - Date     Condition        Report By
 BL0230  HISTORY     - 1963     MONUMENTED       CGS
 BL0230  HISTORY     - 1972     GOOD             NGS
 BL0230  HISTORY     - 1984     POOR             USPSQD
 BL0230  HISTORY     - 19870815 POOR             USPSQD
 BL0230  HISTORY     - 1988     GOOD             USPSQD
 BL0230  HISTORY     - 1988     POOR             USPSQD
 BL0230  HISTORY     - 19890506 POOR             USPSQD
 BL0230  HISTORY     - 1990     POOR             USPSQD
 BL0230  HISTORY     - 1990     GOOD             USPSQD
 BL0230  HISTORY     - 19940730 POOR             USPSQD
 BL0230  HISTORY     - 20010331 POOR             NGS
 BL0230  HISTORY     - 20010331 POOR             NGS
 BL0230  HISTORY     - 20010331 POOR             NGS
 BL0230  HISTORY     - 20020128 POOR             NGS
 BL0230  HISTORY     - 20041031 POOR             USPSQD
 BL0230
 BL0230                          STATION DESCRIPTION
 BL0230
 BL0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0230'1.35 MI W FROM BEAUMONT.
 BL0230'1.35 MILES WEST ALONG US HIGHWAY 90 FROM THE INTERSTATE 10 OVERPASS AT
 BL0230'BEAUMONT, 29 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF
 BL0230'THE HWY., .6 FOOT WEST OF THE EAST END OF THE WALKWAY, SET IN THE TOP
 BL0230'OF THE EAST END OF THE NORTH WALKWAY FOR A 110-FOOT CONCRETE BRIDGE
 BL0230'OVER CALDWOOD CUTOFF-(A LARGE DRAINAGE DITCH) AND ABOUT .5 FOOT ABOVE
 BL0230'THE LEVEL OF THE HWY.
 BL0230
 BL0230                          STATION RECOVERY (1984)
 BL0230
 BL0230'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0230'MARK SCORED AND BENT UP ON EDGES.
 BL0230
 BL0230                          STATION RECOVERY (1987)
 BL0230
 BL0230'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0230'MARK RECOVERED IN POOR CONDITION.
 BL0230
 BL0230                          STATION RECOVERY (1988)
 BL0230
 BL0230'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0230'RECOVERED IN GOOD CONDITION.
 BL0230
 BL0230                          STATION RECOVERY (1988)
 BL0230
 BL0230'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0230'MARK RECOVERED IN POOR CONDITION.
 BL0230
 BL0230                          STATION RECOVERY (1989)
 BL0230
 BL0230'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0230'MARK RECOVERED IN POOR CONDITION.
 BL0230
 BL0230                          STATION RECOVERY (1990)
 BL0230
 BL0230'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLH)
 BL0230'MARK RECOVERED IN POOR CONDITION.
 BL0230
 BL0230                          STATION RECOVERY (1990)
 BL0230
 BL0230'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0230'RECOVERED IN GOOD CONDITION.
 BL0230
 BL0230                          STATION RECOVERY (1994)
 BL0230
 BL0230'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0230'MARK RECOVERED IN POOR CONDITION.
 BL0230
 BL0230                          STATION RECOVERY (2001)
 BL0230
 BL0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0230'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 BL0230
 BL0230                          STATION RECOVERY (2001)
 BL0230
 BL0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0230'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 BL0230
 BL0230                          STATION RECOVERY (2001)
 BL0230
 BL0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0230'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0230
 BL0230                          STATION RECOVERY (2002)
 BL0230
 BL0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0230'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0230
 BL0230                          STATION RECOVERY (2004)
 BL0230
 BL0230'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0230'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2392 ***********************************************************************
 AW2392  DESIGNATION -  A 1018
 AW2392  PID         -  AW2392
 AW2392  STATE/COUNTY-  TX/JEFFERSON
 AW2392  USGS QUAD   -  FANNETT WEST (1993)
 AW2392
 AW2392                         *CURRENT SURVEY CONTROL
 AW2392  ___________________________________________________________________
 AW2392* NAD 83(1986)-  29 54 45.     (N)    094 15 39.     (W)     SCALED    
 AW2392* NAVD 88     -         4.71   (+/-2cm)      15.5    (feet)  VERTCON   
 AW2392  ___________________________________________________________________
 AW2392  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW2392
 AW2392  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2392
 AW2392.The horizontal coordinates were scaled from a topographic map and have
 AW2392.an estimated accuracy of +/- 6 seconds.
 AW2392
 AW2392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2392.The vertical order pertains to the NGVD 29 superseded value.
 AW2392
 AW2392.The geoid height was determined by GEOID03.
 AW2392
 AW2392;                    North         East    Units  Estimated Accuracy
 AW2392;SPC TXSC     - 4,239,700.    1,057,500.      MT  (+/- 180 meters Scaled)
 AW2392
 AW2392                          SUPERSEDED SURVEY CONTROL
 AW2392
 AW2392  NGVD 29 (??/??/92)    4.710  (m)           15.45   (f) ADJ UNCH    1 2
 AW2392
 AW2392.Superseded values are not recommended for survey control.
 AW2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2392.See file dsdata.txt to determine how the superseded data were derived.
 AW2392
 AW2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP782097(NAD 83)
 AW2392_MARKER: DB = BENCH MARK DISK
 AW2392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2392_SP_SET: BRIDGE
 AW2392_STAMPING: A 1018 1954
 AW2392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2392
 AW2392  HISTORY     - Date     Condition        Report By
 AW2392  HISTORY     - 1954     MONUMENTED       CGS
 AW2392  HISTORY     - 1958     GOOD             NGS
 AW2392  HISTORY     - 1962     MARK NOT FOUND   USGS
 AW2392  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 AW2392  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2392
 AW2392                          STATION DESCRIPTION
 AW2392
 AW2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2392'1.1 MI SW FROM FANNETT.
 AW2392'ABOUT 0.15 MILE WEST ALONG A SURFACED ROAD FROM THE SCHOOLHOUSE AT
 AW2392'FANNETT, THENCE ABOUT 0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 124,
 AW2392'NEAR THE GULF, COLORADO AND SANTA FE RAILROAD TRESTLE 61.0, IN THE TOP
 AW2392'OF THE SOUTHWEST END OF THE NORTHWEST GUARD RAIL OF A CONCRETE HIGHWAY
 AW2392'BRIDGE, 17 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 AW2392'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AW2392
 AW2392                          STATION RECOVERY (1962)
 AW2392
 AW2392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AW2392'MARK NOT FOUND.
 AW2392
 AW2392                          STATION RECOVERY (2001)
 AW2392
 AW2392'RECOVERY NOTE BY US POWER SQUADRON 2001 (WF)
 AW2392'THERE IS A NEW HIGHWAY BRIDGE AT THIS SITE.
 AW2392
 AW2392                          STATION RECOVERY (2004)
 AW2392
 AW2392'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0740 ***********************************************************************
 AW0740  DESIGNATION -  A 1019
 AW0740  PID         -  AW0740
 AW0740  STATE/COUNTY-  TX/CHAMBERS
 AW0740  USGS QUAD   -  COVE (1993)
 AW0740
 AW0740                         *CURRENT SURVEY CONTROL
 AW0740  ___________________________________________________________________
 AW0740* NAD 83(1986)-  29 51 57.     (N)    094 50 46.     (W)     SCALED    
 AW0740* NAVD 88     -        11.38   (+/-2cm)      37.3    (feet)  VERTCON   
 AW0740  ___________________________________________________________________
 AW0740  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW0740
 AW0740  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0740
 AW0740.The horizontal coordinates were scaled from a topographic map and have
 AW0740.an estimated accuracy of +/- 6 seconds.
 AW0740
 AW0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0740.The vertical order pertains to the NGVD 29 superseded value.
 AW0740
 AW0740.The geoid height was determined by GEOID03.
 AW0740
 AW0740;                    North         East    Units  Estimated Accuracy
 AW0740;SPC TXSC     - 4,232,380.    1,001,210.      MT  (+/- 180 meters Scaled)
 AW0740
 AW0740                          SUPERSEDED SURVEY CONTROL
 AW0740
 AW0740  NGVD 29 (??/??/92)   11.382  (m)           37.34   (f) ADJ UNCH    1 2
 AW0740
 AW0740.Superseded values are not recommended for survey control.
 AW0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0740.See file dsdata.txt to determine how the superseded data were derived.
 AW0740
 AW0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP216053(NAD 83)
 AW0740_MARKER: DB = BENCH MARK DISK
 AW0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0740_STAMPING: A 1019 1954
 AW0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0740+STABILITY: SURFACE MOTION
 AW0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0740+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0740
 AW0740  HISTORY     - Date     Condition        Report By
 AW0740  HISTORY     - 1954     MONUMENTED       CGS
 AW0740  HISTORY     - 1964     GOOD             NGS
 AW0740  HISTORY     - 1978     GOOD             NGS
 AW0740  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0740  HISTORY     - 19960921 GOOD             USPSQD
 AW0740  HISTORY     - 20010331 GOOD             NGS
 AW0740  HISTORY     - 20031230 GOOD             USPSQD
 AW0740  HISTORY     - 20040317 GOOD             USPSQD
 AW0740
 AW0740                          STATION DESCRIPTION
 AW0740
 AW0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0740'3.2 MI NE FROM MONT BELVIEU.
 AW0740'ABOUT 0.25 MILE SOUTH ALONG LOOP 207 FROM THE METHODIST CHURCH AT MONT
 AW0740'BELVIEU, THENCE 2.95 MILES NORTHEAST ALONG FARM ROAD 565, 35 FEET
 AW0740'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 286 FEET NORTHEAST OF THE
 AW0740'EXTENDED CENTER LINE OF A SHELL ROAD LEADING NORTH, 120 FEET NORTHEAST
 AW0740'OF THE CENTER LINE OF A CANAL, 14 FEET NORTHEAST OF THE CENTER OF A
 AW0740'GATE, 18 1/2 FEET SOUTHWEST OF A POWER POLE, 1 1/2 FEET NORTHWEST OF A
 AW0740'FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 AW0740'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THIS BENCH MARK IS ABOUT
 AW0740'1.0 MILE WEST OF BENCH MARK H 1183.
 AW0740
 AW0740                          STATION RECOVERY (1978)
 AW0740
 AW0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0740'RECOVERED IN GOOD CONDITION.
 AW0740
 AW0740                          STATION RECOVERY (1990)
 AW0740
 AW0740'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0740'MARK NOT FOUND.
 AW0740
 AW0740                          STATION RECOVERY (1996)
 AW0740
 AW0740'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0740'RECOVERED IN GOOD CONDITION.
 AW0740
 AW0740                          STATION RECOVERY (2001)
 AW0740
 AW0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0740'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0740
 AW0740                          STATION RECOVERY (2003)
 AW0740
 AW0740'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0740'RECOVERED IN GOOD CONDITION.
 AW0740
 AW0740                          STATION RECOVERY (2004)
 AW0740
 AW0740'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0740'GO TO N29 51 35.3 W094 50 41.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0094 ***********************************************************************
 BL0094  DESIGNATION -  A 102
 BL0094  PID         -  BL0094
 BL0094  STATE/COUNTY-  TX/JASPER
 BL0094  USGS QUAD   -  JASPER WEST (1984)
 BL0094
 BL0094                         *CURRENT SURVEY CONTROL
 BL0094  ___________________________________________________________________
 BL0094* NAD 83(1986)-  30 59 41.     (N)    094 03 58.     (W)     SCALED    
 BL0094* NAVD 88     -       106.52   (+/-2cm)     349.5    (feet)  VERTCON   
 BL0094  ___________________________________________________________________
 BL0094  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BL0094
 BL0094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0094
 BL0094.The horizontal coordinates were scaled from a topographic map and have
 BL0094.an estimated accuracy of +/- 6 seconds.
 BL0094
 BL0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0094.The vertical order pertains to the NGVD 29 superseded value.
 BL0094
 BL0094.The geoid height was determined by GEOID03.
 BL0094
 BL0094;                    North         East    Units  Estimated Accuracy
 BL0094;SPC TX C     - 3,164,080.    1,298,190.      MT  (+/- 180 meters Scaled)
 BL0094
 BL0094                          SUPERSEDED SURVEY CONTROL
 BL0094
 BL0094  NGVD 29 (??/??/92)  106.517  (m)          349.46   (f) ADJ UNCH    2 0
 BL0094
 BL0094.Superseded values are not recommended for survey control.
 BL0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0094.See file dsdata.txt to determine how the superseded data were derived.
 BL0094
 BL0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ982295(NAD 83)
 BL0094_MARKER: DB = BENCH MARK DISK
 BL0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0094_STAMPING: A 102 1952
 BL0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0094+STABILITY: SURFACE MOTION
 BL0094
 BL0094  HISTORY     - Date     Condition        Report By
 BL0094  HISTORY     - 1952     MONUMENTED       CGS
 BL0094
 BL0094                          STATION DESCRIPTION
 BL0094
 BL0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0094'14.75 MI N FROM JASPER.
 BL0094'8.5 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BL0094'JASPER, THENCE 0.95 MILE NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL0094'0.95 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE NORTHEAST
 BL0094'ALONG FARM ROAD 254, THENCE 3.2 MILES NORTHEAST ALONG A GRADED DIRT
 BL0094'ROAD, THENCE 0.4 MILE NORTHEAST ALONG A WINDING SANDY ROAD, THENCE
 BL0094'0.25 MILE NORTHEAST ALONG THE MIDDLE FORK OF THE SANDY ROAD, THENCE
 BL0094'0.3 MILE EAST ALONG THE RIGHT FORK OF THE ROAD, ON A SANDY MOUND, 32
 BL0094'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET EAST OF A FORKED 14
 BL0094'INCH OAK TREE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BL0094'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1977 ***********************************************************************
 AW1977  DESIGNATION -  A 1020
 AW1977  PID         -  AW1977
 AW1977  STATE/COUNTY-  TX/HARRIS
 AW1977  USGS QUAD   -  HARMASTON (1982)
 AW1977
 AW1977                         *CURRENT SURVEY CONTROL
 AW1977  ___________________________________________________________________
 AW1977* NAD 83(1986)-  29 54 00.     (N)    095 09 11.     (W)     SCALED    
 AW1977* NAVD 88     -        15.515  (meters)      50.90   (feet)  ADJUSTED  
 AW1977  ___________________________________________________________________
 AW1977  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW1977  DYNAMIC HT  -          15.495 (meters)      50.84  (feet)  COMP
 AW1977  MODELED GRAV-     979,298.7   (mgal)                       NAVD 88
 AW1977
 AW1977  VERT ORDER  -  FIRST     CLASS II
 AW1977
 AW1977.The horizontal coordinates were scaled from a topographic map and have
 AW1977.an estimated accuracy of +/- 6 seconds.
 AW1977
 AW1977.The orthometric height was determined by differential leveling
 AW1977.and adjusted by the National Geodetic Survey in June 1991..
 AW1977
 AW1977.The geoid height was determined by GEOID03.
 AW1977
 AW1977.The dynamic height is computed by dividing the NAVD 88
 AW1977.geopotential number by the normal gravity value computed on the
 AW1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1977.degrees latitude (g = 980.6199 gals.).
 AW1977
 AW1977.The modeled gravity was interpolated from observed gravity values.
 AW1977
 AW1977;                    North         East    Units  Estimated Accuracy
 AW1977;SPC TXSC     - 4,235,150.      971,450.      MT  (+/- 180 meters Scaled)
 AW1977
 AW1977                          SUPERSEDED SURVEY CONTROL
 AW1977
 AW1977  NGVD 29 (12/23/87)   15.514  (m)           50.90   (f) ADJUSTED    1 2
 AW1977
 AW1977.Superseded values are not recommended for survey control.
 AW1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1977.See file dsdata.txt to determine how the superseded data were derived.
 AW1977
 AW1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP921096(NAD 83)
 AW1977_MARKER: DB = BENCH MARK DISK
 AW1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1977_SP_SET: CONCRETE POST
 AW1977_STAMPING: A 1020 1954
 AW1977_MARK LOGO: CGS   
 AW1977_PROJECTION: PROJECTING 10 CENTIMETERS
 AW1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1977+STABILITY: SURFACE MOTION
 AW1977
 AW1977  HISTORY     - Date     Condition        Report By
 AW1977  HISTORY     - 1954     MONUMENTED       CGS
 AW1977  HISTORY     - 1963     GOOD             NGS
 AW1977  HISTORY     - 1978     GOOD             NGS
 AW1977  HISTORY     - 1978     GOOD             DOD
 AW1977  HISTORY     - 1983     GOOD             NGS
 AW1977  HISTORY     - 1986     GOOD             NGS
 AW1977  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW1977
 AW1977                          STATION DESCRIPTION
 AW1977
 AW1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW1977'4.15 MI NW FROM SHELDON.
 AW1977'ABOUT 1.0 MILE NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF THE
 AW1977'SHELDON-DE ZAVALLA ROAD AND U.S. HIGHWAY 90 AT SHELDON, THENCE 2.0
 AW1977'MILES WEST ALONG A PAVED ROAD, THENCE 1.15 MILES NORTH ALONG A SHELL
 AW1977'ROAD, ABOUT 0.2 MILE SOUTH OF A CONCRETE BRIDGE OVER A DIKE, AT THE
 AW1977'SOUTH END OF A CURVE AND 36 FEET EAST OF THE CENTER LINE OF THE ROAD,
 AW1977'36 1/2 FEET NORTH-NORTHEAST OF A POWER POLE, 19 FEET NORTH OF A
 AW1977'15-INCH PINE TREE, 6.5 FEET EAST OF A METAL WITNESS POST IN A FENCE
 AW1977'LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW1977
 AW1977                          STATION RECOVERY (1978)
 AW1977
 AW1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1977'RECOVERED IN GOOD CONDITION.
 AW1977
 AW1977                          STATION RECOVERY (1978)
 AW1977
 AW1977'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1977'RECOVERED IN GOOD CONDITION.
 AW1977
 AW1977                          STATION RECOVERY (1983)
 AW1977
 AW1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1977'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW1977'1.7 KM (1.05 MI) NORTH ALONG SHELDON ROAD FROM THE JUNCTION OF U.S.
 AW1977'HIGHWAY 90 IN SHELDON, THENCE 3.2 KM (2.0 MI) WEST ALONG GARRETT ROAD,
 AW1977'THENCE 2.0 KM (1.25 MI) NORTH ALONG A SHELL ROAD, AT THE SOUTH END OF
 AW1977'A CURVE IN ROAD, 0.3 KM (0.2 MI) SOUTH OF A CONCRETE BRIDGE OVER WEST
 AW1977'CANAL, 10.97 METERS (36.0 FT) EAST OF THE CENTER OF THE SHELL ROAD,
 AW1977'11.12 METERS (36.5 FT) NORTH-NORTHEAST OF A POWERLINE POLE, AND
 AW1977'1.98 METERS (6.5 FT) EAST-SOUTHEAST OF A BARBED WIRE FENCE.
 AW1977'THE MARK IS 1.8 METERS  ESE FROM A WITNESS POST.
 AW1977'THE MARK IS ABOVE LEVEL WITH ROAD.
 AW1977
 AW1977                          STATION RECOVERY (1986)
 AW1977
 AW1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1977'RECOVERED IN GOOD CONDITION.
 AW1977
 AW1977                          STATION RECOVERY (2001)
 AW1977
 AW1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1977'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0356 ***********************************************************************
 AW0356  DESIGNATION -  A 1021
 AW0356  PID         -  AW0356
 AW0356  STATE/COUNTY-  TX/HARRIS
 AW0356  USGS QUAD   -  SETTEGAST (1995)
 AW0356
 AW0356                         *CURRENT SURVEY CONTROL
 AW0356  ___________________________________________________________________
 AW0356* NAD 83(1986)-  29 47 56.     (N)    095 17 25.     (W)     SCALED    
 AW0356* NAVD 88     -        12.533  (meters)      41.12   (feet)  ADJUSTED  
 AW0356  ___________________________________________________________________
 AW0356  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW0356  DYNAMIC HT  -          12.516 (meters)      41.06  (feet)  COMP
 AW0356  MODELED GRAV-     979,289.8   (mgal)                       NAVD 88
 AW0356
 AW0356  VERT ORDER  -  FIRST     CLASS I
 AW0356
 AW0356.The horizontal coordinates were scaled from a topographic map and have
 AW0356.an estimated accuracy of +/- 6 seconds.
 AW0356
 AW0356.The orthometric height was determined by differential leveling
 AW0356.and adjusted by the National Geodetic Survey in June 1991..
 AW0356
 AW0356.The geoid height was determined by GEOID03.
 AW0356
 AW0356.The dynamic height is computed by dividing the NAVD 88
 AW0356.geopotential number by the normal gravity value computed on the
 AW0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0356.degrees latitude (g = 980.6199 gals.).
 AW0356
 AW0356.The modeled gravity was interpolated from observed gravity values.
 AW0356
 AW0356;                    North         East    Units  Estimated Accuracy
 AW0356;SPC TXSC     - 4,223,530.      958,560.      MT  (+/- 180 meters Scaled)
 AW0356
 AW0356                          SUPERSEDED SURVEY CONTROL
 AW0356
 AW0356  NGVD 29 (12/23/87)   12.531  (m)           41.11   (f) ADJUSTED    1 1
 AW0356
 AW0356.Superseded values are not recommended for survey control.
 AW0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0356.See file dsdata.txt to determine how the superseded data were derived.
 AW0356
 AW0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN786987(NAD 83)
 AW0356_MARKER: DB = BENCH MARK DISK
 AW0356_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0356_SP_SET: ABUTMENT
 AW0356_STAMPING: A 1021 1954
 AW0356_MARK LOGO: CGS   
 AW0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0356+STABILITY: SURFACE MOTION
 AW0356
 AW0356  HISTORY     - Date     Condition        Report By
 AW0356  HISTORY     - 1954     MONUMENTED       CGS
 AW0356  HISTORY     - 1972     GOOD             NGS
 AW0356  HISTORY     - 1978     GOOD             NGS
 AW0356  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW0356  HISTORY     - 1987     GOOD             NGS
 AW0356  HISTORY     - 19910316 MARK NOT FOUND   USPSQD
 AW0356  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW0356
 AW0356                          STATION DESCRIPTION
 AW0356
 AW0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0356'5.3 MI NE FROM HOUSTON.
 AW0356'ABOUT 5.3 MILES NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0356'SOUTHERN PACIFIC RAILROAD STATION, SET IN THE TOP OF THE SOUTHEAST AND
 AW0356'OF THE SOUTHWEST CONCRETE ABUTMENT OF A CONCRETE BRIDGE ON LIBERTY
 AW0356'RD., 53.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 AW0356'22.1 FEET SOUTHEAST OF THE CENTER LINE OF LIBERTY RD., 1.2 FEET
 AW0356'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT, 8.3 FEET
 AW0356'SOUTHEAST OF THE SOUTH CONCRETE GUARD RAIL POST, ABOUT 107 FEET
 AW0356'SOUTHWEST OF HUNT BYU 21, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 AW0356'ROAD.
 AW0356
 AW0356                          STATION RECOVERY (1978)
 AW0356
 AW0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0356'RECOVERED IN GOOD CONDITION.
 AW0356
 AW0356                          STATION RECOVERY (1983)
 AW0356
 AW0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0356'NOT RECOVERED, BRIDGE ABUTMENT DESTROYED, DISK LOST.
 AW0356
 AW0356                          STATION RECOVERY (1987)
 AW0356
 AW0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0356'RECOVERED IN GOOD CONDITION.
 AW0356
 AW0356                          STATION RECOVERY (1991)
 AW0356
 AW0356'RECOVERY NOTE BY US POWER SQUADRON 1991 (GCM)
 AW0356'MARK NOT FOUND.
 AW0356
 AW0356                          STATION RECOVERY (1996)
 AW0356
 AW0356'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0030 ***********************************************************************
 CR0030  DESIGNATION -  A 1022
 CR0030  PID         -  CR0030
 CR0030  STATE/COUNTY-  TX/HARRISON
 CR0030  USGS QUAD   -  KARNACK (1978)
 CR0030
 CR0030                         *CURRENT SURVEY CONTROL
 CR0030  ___________________________________________________________________
 CR0030* NAD 83(1986)-  32 40 20.     (N)    094 10 37.     (W)     SCALED    
 CR0030* NAVD 88     -        78.414  (meters)     257.26   (feet)  ADJUSTED  
 CR0030  ___________________________________________________________________
 CR0030  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0030  DYNAMIC HT  -          78.326 (meters)     256.97  (feet)  COMP
 CR0030  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 CR0030
 CR0030  VERT ORDER  -  FIRST     CLASS II
 CR0030
 CR0030.The horizontal coordinates were scaled from a topographic map and have
 CR0030.an estimated accuracy of +/- 6 seconds.
 CR0030
 CR0030.The orthometric height was determined by differential leveling
 CR0030.and adjusted by the National Geodetic Survey in June 1991..
 CR0030
 CR0030.The geoid height was determined by GEOID03.
 CR0030
 CR0030.The dynamic height is computed by dividing the NAVD 88
 CR0030.geopotential number by the normal gravity value computed on the
 CR0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0030.degrees latitude (g = 980.6199 gals.).
 CR0030
 CR0030.The modeled gravity was interpolated from observed gravity values.
 CR0030
 CR0030;                    North         East    Units  Estimated Accuracy
 CR0030;SPC TXNC     - 2,119,850.    1,005,330.      MT  (+/- 180 meters Scaled)
 CR0030
 CR0030                          SUPERSEDED SURVEY CONTROL
 CR0030
 CR0030  NGVD 29 (??/??/92)   78.475  (m)          257.46   (f) ADJ UNCH    1 2
 CR0030
 CR0030.Superseded values are not recommended for survey control.
 CR0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0030.See file dsdata.txt to determine how the superseded data were derived.
 CR0030
 CR0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS896155(NAD 83)
 CR0030_MARKER: DB = BENCH MARK DISK
 CR0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0030_STAMPING: A 1022 1954
 CR0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0030+STABILITY: SURFACE MOTION
 CR0030
 CR0030  HISTORY     - Date     Condition        Report By
 CR0030  HISTORY     - 1954     MONUMENTED       CGS
 CR0030  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 CR0030  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0030  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0030
 CR0030                          STATION DESCRIPTION
 CR0030
 CR0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0030'0.65 MI NW FROM KARNACK.
 CR0030'0.65 MILE NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0030'STATION AT KARNACK, 10 1/2 RAILS WEST OF THE CENTER OF A ROAD
 CR0030'CROSSING, 79.5 FEET NORTH OF THE NORTHEAST CORNER OF A FARMHOUSE, 22
 CR0030'FEET NORTHEAST OF A 22 INCH OAK TREE, 32.3 FEET NORTH OF A 20 INCH
 CR0030'PINE TREE, 47.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT SOUTHWEST
 CR0030'OF A FENCE, 1.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 CR0030'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 CR0030
 CR0030                          STATION RECOVERY (1987)
 CR0030
 CR0030'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CR0030'MARK NOT FOUND.
 CR0030
 CR0030                          STATION RECOVERY (1998)
 CR0030
 CR0030'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0030'MARK NOT FOUND.
 CR0030
 CR0030                          STATION RECOVERY (2003)
 CR0030
 CR0030'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1586 ***********************************************************************
 BL1586  DESIGNATION -  A 1023
 BL1586  PID         -  BL1586
 BL1586  STATE/COUNTY-  TX/HARRIS
 BL1586  USGS QUAD   -  HOCKLEY (1980)
 BL1586
 BL1586                         *CURRENT SURVEY CONTROL
 BL1586  ___________________________________________________________________
 BL1586* NAD 83(1986)-  30 04 16.     (N)    095 46 26.     (W)     SCALED    
 BL1586* NAVD 88     -        69.65   (+/-2cm)     228.5    (feet)  VERTCON   
 BL1586  ___________________________________________________________________
 BL1586  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL1586
 BL1586  VERT ORDER  -  THIRD (See Below)
 BL1586
 BL1586.The horizontal coordinates were scaled from a topographic map and have
 BL1586.an estimated accuracy of +/- 6 seconds.
 BL1586
 BL1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1586.The vertical order pertains to the NGVD 29 superseded value.
 BL1586
 BL1586.The geoid height was determined by GEOID03.
 BL1586
 BL1586;                    North         East    Units  Estimated Accuracy
 BL1586;SPC TXSC     - 4,252,300.      911,000.      MT  (+/- 180 meters Scaled)
 BL1586
 BL1586                          SUPERSEDED SURVEY CONTROL
 BL1586
 BL1586  NGVD 29 (??/??/??)   69.65   (m)          228.5    (f) RESET       3  
 BL1586
 BL1586.Superseded values are not recommended for survey control.
 BL1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1586.See file dsdata.txt to determine how the superseded data were derived.
 BL1586
 BL1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP326299(NAD 83)
 BL1586_MARKER: DB = BENCH MARK DISK
 BL1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1586_STAMPING: A 1023 1954
 BL1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1586+STABILITY: SURFACE MOTION
 BL1586
 BL1586  HISTORY     - Date     Condition        Report By
 BL1586  HISTORY     - 1954     MONUMENTED       CGS
 BL1586  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1586  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 BL1586
 BL1586                          STATION DESCRIPTION
 BL1586
 BL1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1586'7.1 MI NE FROM HOCKLEY.
 BL1586'2.9 MILES NORTH ALONG HEGAR ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1586'RAILROAD STATION AT HOCKLEY, THENCE 4.2 MILES EAST ALONG THE WALLER
 BL1586'AND TOMBALL ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.8
 BL1586'FEET WEST OF A POWER POLE, 2 FEET SOUTH OF A FENCE, 2 FEET EAST OF A
 BL1586'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BL1586'FOOT ABOVE THE GROUND.
 BL1586
 BL1586                          STATION RECOVERY (1973)
 BL1586
 BL1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1586'MARK NOT FOUND.
 BL1586
 BL1586                          STATION RECOVERY (1994)
 BL1586
 BL1586'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0420 ***********************************************************************
 DM0420  DESIGNATION -  A 1025
 DM0420  PID         -  DM0420
 DM0420  STATE/COUNTY-  TX/HOPKINS
 DM0420  USGS QUAD   -  PURLEY (1964)
 DM0420
 DM0420                         *CURRENT SURVEY CONTROL
 DM0420  ___________________________________________________________________
 DM0420* NAD 83(1986)-  33 01 00.     (N)    095 21 46.     (W)     SCALED    
 DM0420* NAVD 88     -       156.530  (meters)     513.55   (feet)  ADJUSTED  
 DM0420  ___________________________________________________________________
 DM0420  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DM0420  DYNAMIC HT  -         156.356 (meters)     512.98  (feet)  COMP
 DM0420  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 DM0420
 DM0420  VERT ORDER  -  FIRST     CLASS II
 DM0420
 DM0420.The horizontal coordinates were scaled from a topographic map and have
 DM0420.an estimated accuracy of +/- 6 seconds.
 DM0420
 DM0420.The orthometric height was determined by differential leveling
 DM0420.and adjusted by the National Geodetic Survey in June 1991..
 DM0420
 DM0420.The geoid height was determined by GEOID03.
 DM0420
 DM0420.The dynamic height is computed by dividing the NAVD 88
 DM0420.geopotential number by the normal gravity value computed on the
 DM0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0420.degrees latitude (g = 980.6199 gals.).
 DM0420
 DM0420.The modeled gravity was interpolated from observed gravity values.
 DM0420
 DM0420;                    North         East    Units  Estimated Accuracy
 DM0420;SPC TXNC     - 2,154,080.      893,050.      MT  (+/- 180 meters Scaled)
 DM0420
 DM0420                          SUPERSEDED SURVEY CONTROL
 DM0420
 DM0420  NGVD 29 (??/??/92)  156.532  (m)          513.56   (f) ADJ UNCH    1 2
 DM0420
 DM0420.Superseded values are not recommended for survey control.
 DM0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0420.See file dsdata.txt to determine how the superseded data were derived.
 DM0420
 DM0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS792556(NAD 83)
 DM0420_MARKER: DB = BENCH MARK DISK
 DM0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0420_STAMPING: A 1025 1954
 DM0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0420+STABILITY: SURFACE MOTION
 DM0420
 DM0420  HISTORY     - Date     Condition        Report By
 DM0420  HISTORY     - 1954     MONUMENTED       CGS
 DM0420  HISTORY     - 19950627 GOOD             USPSQD
 DM0420
 DM0420                          STATION DESCRIPTION
 DM0420
 DM0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0420'6.1 MI NW FROM WINNSBORO.
 DM0420'6.1 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0420'STATION AT WINNSBORO, 5 POLES SOUTHEAST OF MILEPOST T - 124, 74 FEET
 DM0420'NORTH OF THE CENTER OF A ROAD CROSSING, 69.4 FEET EAST OF THE SIGN AT
 DM0420'HUMBLE SIDING, 45 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET
 DM0420'SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 DM0420'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 DM0420
 DM0420                          STATION RECOVERY (1995)
 DM0420
 DM0420'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2192 ***********************************************************************
 AW2192  HT_MOD      -  This is a Height Modernization Survey Station.
 AW2192  DESIGNATION -  A 1026
 AW2192  PID         -  AW2192
 AW2192  STATE/COUNTY-  TX/WALLER
 AW2192  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2192
 AW2192                         *CURRENT SURVEY CONTROL
 AW2192  ___________________________________________________________________
 AW2192* NAD 83(1993)-  29 55 01.61740(N)    095 57 28.95189(W)     ADJUSTED  
 AW2192* NAVD 88     -        62.10   (meters)     203.7    (feet)  GPS OBS   
 AW2192  ___________________________________________________________________
 AW2192  X           -    -574,313.207 (meters)                     COMP
 AW2192  Y           -  -5,502,987.181 (meters)                     COMP
 AW2192  Z           -   3,162,430.772 (meters)                     COMP
 AW2192  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AW2192  ELLIP HEIGHT-          34.61  (meters)          (12/03/01) GPS OBS
 AW2192  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2192
 AW2192  HORZ ORDER  -  FIRST
 AW2192  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2192  ELLP ORDER  -  FOURTH    CLASS II
 AW2192
 AW2192.The horizontal coordinates were established by GPS observations
 AW2192.and adjusted by the National Geodetic Survey in December 2001..
 AW2192
 AW2192.The orthometric height was determined by GPS observations and a
 AW2192.high-resolution geoid model using precise GPS observation and
 AW2192.processing techniques.
 AW2192.The vertical order pertains to the NGVD 29 superseded value.
 AW2192
 AW2192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2192
 AW2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2192
 AW2192.The ellipsoidal height was determined by GPS observations
 AW2192.and is referenced to NAD 83.
 AW2192
 AW2192.The geoid height was determined by GEOID03.
 AW2192
 AW2192;                    North         East     Units Scale Factor Converg.
 AW2192;SPC TXSC     - 4,234,761.661   893,692.618   MT  0.99991472   +1 29 25.1
 AW2192;SPC TXSC     -13,893,547.22  2,932,056.53   sFT  0.99991472   +1 29 25.1
 AW2192;UTM  15      - 3,313,280.187   214,402.682   MT  1.00060648   -1 28 34.7
 AW2192;UTM  14      - 3,313,492.060   793,703.123   MT  1.00066443   +1 31 05.7
 AW2192
 AW2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2192!SPC TXSC     -   0.99999456  x   0.99991472  =   0.99990928
 AW2192!UTM  15      -   0.99999456  x   1.00060648  =   1.00060104
 AW2192!UTM  14      -   0.99999456  x   1.00066443  =   1.00065899
 AW2192
 AW2192                          SUPERSEDED SURVEY CONTROL
 AW2192
 AW2192  NGVD 29 (04/06/79)   62.115  (m)          203.79   (f) ADJUSTED    1 2
 AW2192
 AW2192.Superseded values are not recommended for survey control.
 AW2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2192.See file dsdata.txt to determine how the superseded data were derived.
 AW2192
 AW2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1440313280(NAD 83)
 AW2192_MARKER: DB = BENCH MARK DISK
 AW2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2192_STAMPING: A 1026 1954
 AW2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2192+STABILITY: SURFACE MOTION
 AW2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2192+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2192
 AW2192  HISTORY     - Date     Condition        Report By
 AW2192  HISTORY     - 1954     MONUMENTED       CGS
 AW2192  HISTORY     - 1967     GOOD             NGS
 AW2192  HISTORY     - 1978     GOOD             NGS
 AW2192  HISTORY     - 20041014 GOOD             USPSQD
 AW2192
 AW2192                          STATION DESCRIPTION
 AW2192
 AW2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AW2192'13.2 MI SW FROM WALLER.
 AW2192'ABOUT 1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW
 AW2192'ORLEANS RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG
 AW2192'MATHIS ROAD, THENCE 0.95 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.1
 AW2192'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A
 AW2192'GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG FARM ROAD 362, 48 FEET WEST
 AW2192'OF THE CENTER LINE OF THE FARM ROAD, 81 FEET SOUTH OF THE CENTER LINE
 AW2192'OF A GRAVELED ROAD LEADING WEST, 48 FEET SOUTH OF A POWER LINE POLE,
 AW2192'AT THE CROSSING OF A POWER LINE, 1.8 FEET EAST OF THE FENCE LINE AND A
 AW2192'METAL WITNESS POST.  A C AND GS BENCH MARK DISK SET IN A CONCRETE POST
 AW2192'FLUSH WITH THE SURFACE OF GROUND.
 AW2192
 AW2192                          STATION RECOVERY (1978)
 AW2192
 AW2192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2192'RECOVERED IN GOOD CONDITION.
 AW2192
 AW2192                          STATION RECOVERY (2004)
 AW2192
 AW2192'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2192'METAL WITNESS POST AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0239 ***********************************************************************
 AX0239  DESIGNATION -  A 1027
 AX0239  PID         -  AX0239
 AX0239  STATE/COUNTY-  TX/AUSTIN
 AX0239  USGS QUAD   -  SEALY (1981)
 AX0239
 AX0239                         *CURRENT SURVEY CONTROL
 AX0239  ___________________________________________________________________
 AX0239* NAD 83(1986)-  29 50 24.     (N)    096 10 13.     (W)     SCALED    
 AX0239* NAVD 88     -        60.06   (+/-2cm)     197.0    (feet)  VERTCON   
 AX0239  ___________________________________________________________________
 AX0239  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0239
 AX0239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0239
 AX0239.The horizontal coordinates were scaled from a topographic map and have
 AX0239.an estimated accuracy of +/- 6 seconds.
 AX0239
 AX0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0239.The vertical order pertains to the NGVD 29 superseded value.
 AX0239
 AX0239.The geoid height was determined by GEOID03.
 AX0239
 AX0239;                    North         East    Units  Estimated Accuracy
 AX0239;SPC TXSC     - 4,225,700.      873,410.      MT  (+/- 180 meters Scaled)
 AX0239
 AX0239                          SUPERSEDED SURVEY CONTROL
 AX0239
 AX0239  NGVD 29 (??/??/92)   60.037  (m)          196.97   (f) ADJ UNCH    2 0
 AX0239
 AX0239.Superseded values are not recommended for survey control.
 AX0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0239.See file dsdata.txt to determine how the superseded data were derived.
 AX0239
 AX0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU734044(NAD 83)
 AX0239_MARKER: DB = BENCH MARK DISK
 AX0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0239_STAMPING: A 1027 1954
 AX0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0239+STABILITY: SURFACE MOTION
 AX0239
 AX0239  HISTORY     - Date     Condition        Report By
 AX0239  HISTORY     - 1954     MONUMENTED       CGS
 AX0239  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 AX0239  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 AX0239
 AX0239                          STATION DESCRIPTION
 AX0239
 AX0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0239'1.65 MI SE FROM PETERS.
 AX0239'1.65 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AX0239'FROM THE STATION SIGN AT PETERS, 66.6 FEET WEST OF THE CENTER LINE OF
 AX0239'A GRAVELED ROAD CROSSING, 54 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 71
 AX0239'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 36, 14 FEET
 AX0239'SOUTHEAST OF A TELEPHONE POLE, 2.7 FEET NORTHWEST OF A WITNESS POST,
 AX0239'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 AX0239'GROUND.
 AX0239
 AX0239                          STATION RECOVERY (1999)
 AX0239
 AX0239'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0239'MARK NOT FOUND.
 AX0239
 AX0239                          STATION RECOVERY (2004)
 AX0239
 AX0239'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0151 ***********************************************************************
 BM0151  DESIGNATION -  A 1028
 BM0151  PID         -  BM0151
 BM0151  STATE/COUNTY-  TX/WALLER
 BM0151  USGS QUAD   -  HEMPSTEAD (1980)
 BM0151
 BM0151                         *CURRENT SURVEY CONTROL
 BM0151  ___________________________________________________________________
 BM0151* NAD 83(1986)-  30 01 33.     (N)    096 02 10.     (W)     SCALED    
 BM0151* NAVD 88     -        52.15   (+/-2cm)     171.1    (feet)  VERTCON   
 BM0151  ___________________________________________________________________
 BM0151  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BM0151
 BM0151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0151
 BM0151.The horizontal coordinates were scaled from a topographic map and have
 BM0151.an estimated accuracy of +/- 6 seconds.
 BM0151
 BM0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0151.The vertical order pertains to the NGVD 29 superseded value.
 BM0151
 BM0151.The geoid height was determined by GEOID03.
 BM0151
 BM0151;                    North         East    Units  Estimated Accuracy
 BM0151;SPC TXSC     - 4,246,620.      885,850.      MT  (+/- 180 meters Scaled)
 BM0151
 BM0151                          SUPERSEDED SURVEY CONTROL
 BM0151
 BM0151  NGVD 29 (??/??/92)   52.134  (m)          171.04   (f) ADJ UNCH    2 0
 BM0151
 BM0151.Superseded values are not recommended for survey control.
 BM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0151.See file dsdata.txt to determine how the superseded data were derived.
 BM0151
 BM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU858253(NAD 83)
 BM0151_MARKER: DB = BENCH MARK DISK
 BM0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0151_SP_SET: ABUTMENT
 BM0151_STAMPING: A 1028 1954
 BM0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0151+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 BM0151
 BM0151  HISTORY     - Date     Condition        Report By
 BM0151  HISTORY     - 1954     MONUMENTED       CGS
 BM0151  HISTORY     - 19910726 GOOD             USPSQD
 BM0151  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0151  HISTORY     - 20041016 GOOD             USPSQD
 BM0151
 BM0151                          STATION DESCRIPTION
 BM0151
 BM0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0151'6.35 MI SE FROM HEMPSTEAD.
 BM0151'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BM0151'HEMPSTEAD, THENCE 3.9 MILES SOUTH ALONG FARM ROAD 359, 15 FEET WEST OF
 BM0151'THE CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF THE WEST END OF
 BM0151'THE SOUTH CONCRETE ABUTMENT OF A BRIDGE.
 BM0151
 BM0151                          STATION RECOVERY (1991)
 BM0151
 BM0151'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0151'RECOVERED IN GOOD CONDITION.
 BM0151
 BM0151                          STATION RECOVERY (1999)
 BM0151
 BM0151'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0151'MARK NOT FOUND.
 BM0151
 BM0151                          STATION RECOVERY (2004)
 BM0151
 BM0151'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0151'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0145 ***********************************************************************
 BM0145  DESIGNATION -  A 1029
 BM0145  PID         -  BM0145
 BM0145  STATE/COUNTY-  TX/WALLER
 BM0145  USGS QUAD   -  HEMPSTEAD (1980)
 BM0145
 BM0145                         *CURRENT SURVEY CONTROL
 BM0145  ___________________________________________________________________
 BM0145* NAD 83(1986)-  30 04 35.     (N)    096 00 30.     (W)     SCALED    
 BM0145* NAVD 88     -        77.02   (+/-2cm)     252.7    (feet)  VERTCON   
 BM0145  ___________________________________________________________________
 BM0145  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BM0145
 BM0145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0145
 BM0145.The horizontal coordinates were scaled from a topographic map and have
 BM0145.an estimated accuracy of +/- 6 seconds.
 BM0145
 BM0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0145.The vertical order pertains to the NGVD 29 superseded value.
 BM0145
 BM0145.The geoid height was determined by GEOID03.
 BM0145
 BM0145;                    North         East    Units  Estimated Accuracy
 BM0145;SPC TXSC     - 4,252,290.      888,390.      MT  (+/- 180 meters Scaled)
 BM0145
 BM0145                          SUPERSEDED SURVEY CONTROL
 BM0145
 BM0145  NGVD 29 (??/??/92)   77.00   (m)          252.6    (f) COMPUTED    2 0
 BM0145
 BM0145.Superseded values are not recommended for survey control.
 BM0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0145.See file dsdata.txt to determine how the superseded data were derived.
 BM0145
 BM0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU883310(NAD 83)
 BM0145_MARKER: DB = BENCH MARK DISK
 BM0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0145_STAMPING: A 1029 1954
 BM0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0145+STABILITY: SURFACE MOTION
 BM0145
 BM0145  HISTORY     - Date     Condition        Report By
 BM0145  HISTORY     - 1954     MONUMENTED       CGS
 BM0145  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0145  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0145  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 BM0145
 BM0145                          STATION DESCRIPTION
 BM0145
 BM0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0145'5.0 MI W FROM WALLER.
 BM0145'5.0 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 BM0145'RAILROAD STATION AT WALLER, 68 FEET SOUTH OF THE CENTER LINE OF THE
 BM0145'HIGHWAY, 77 FEET NORTH OF THE NORTH RAIL OF THE TEXAS AND NEW ORLEANS
 BM0145'RAILROAD, 3 FEET WEST OF A WITNESS POST, 0.9 MILE WEST OF THE RAILROAD
 BM0145'STATION AT PRAIRIE VIEW, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0145'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BM0145
 BM0145                          STATION RECOVERY (1991)
 BM0145
 BM0145'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0145'MARK NOT FOUND.
 BM0145
 BM0145                          STATION RECOVERY (1999)
 BM0145
 BM0145'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0145'MARK NOT FOUND.
 BM0145
 BM0145                          STATION RECOVERY (2004)
 BM0145
 BM0145'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0187 ***********************************************************************
 BM0187  DESIGNATION -  A 1030
 BM0187  PID         -  BM0187
 BM0187  STATE/COUNTY-  TX/AUSTIN
 BM0187  USGS QUAD   -  BUCKHORN (1989)
 BM0187
 BM0187                         *CURRENT SURVEY CONTROL
 BM0187  ___________________________________________________________________
 BM0187* NAD 83(1986)-  30 02 55.     (N)    096 12 33.     (W)     SCALED    
 BM0187* NAVD 88     -        79.97   (+/-2cm)     262.4    (feet)  VERTCON   
 BM0187  ___________________________________________________________________
 BM0187  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BM0187
 BM0187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0187
 BM0187.The horizontal coordinates were scaled from a topographic map and have
 BM0187.an estimated accuracy of +/- 6 seconds.
 BM0187
 BM0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0187.The vertical order pertains to the NGVD 29 superseded value.
 BM0187
 BM0187.The geoid height was determined by GEOID03.
 BM0187
 BM0187;                    North         East    Units  Estimated Accuracy
 BM0187;SPC TXSC     - 4,248,730.      869,100.      MT  (+/- 180 meters Scaled)
 BM0187
 BM0187                          SUPERSEDED SURVEY CONTROL
 BM0187
 BM0187  NGVD 29 (??/??/92)   79.946  (m)          262.29   (f) ADJ UNCH    2 0
 BM0187
 BM0187.Superseded values are not recommended for survey control.
 BM0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0187.See file dsdata.txt to determine how the superseded data were derived.
 BM0187
 BM0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU690274(NAD 83)
 BM0187_MARKER: DB = BENCH MARK DISK
 BM0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0187_STAMPING: A 1030 1954
 BM0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0187+STABILITY: SURFACE MOTION
 BM0187
 BM0187  HISTORY     - Date     Condition        Report By
 BM0187  HISTORY     - 1954     MONUMENTED       CGS
 BM0187  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0187
 BM0187                          STATION DESCRIPTION
 BM0187
 BM0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0187'6.65 MI NW FROM COCHRAN.
 BM0187'0.5 MILE NORTH ALONG AN OILED ROAD FROM THE GRADE SCHOOL AT COCHRAN,
 BM0187'THENCE 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 159, THENCE 2.3 MILES
 BM0187'NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTH ALONG A DIRT
 BM0187'ROAD, THENCE 1.55 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.6 MILE
 BM0187'SOUTHWEST ALONG FARM ROAD 1456, THENCE 0.9 MILE NORTH ALONG A GRAVELED
 BM0187'ROAD, 95 FEET WEST OF THE CENTER LINE OF A ROAD, 25 FEET SOUTH OF THE
 BM0187'CENTER LINE OF A GRAVELED ROAD LEADING WEST, 2.2 FEET NORTH OF A
 BM0187'FENCE, 2.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BM0187'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0187
 BM0187                          STATION RECOVERY (1999)
 BM0187
 BM0187'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0212 ***********************************************************************
 BM0212  DESIGNATION -  A 1031
 BM0212  PID         -  BM0212
 BM0212  STATE/COUNTY-  TX/WASHINGTON
 BM0212  USGS QUAD   -  BUCKHORN (1989)
 BM0212
 BM0212                         *CURRENT SURVEY CONTROL
 BM0212  ___________________________________________________________________
 BM0212* NAD 83(1986)-  30 05 59.     (N)    096 13 26.     (W)     SCALED    
 BM0212* NAVD 88     -        81.77   (+/-2cm)     268.3    (feet)  VERTCON   
 BM0212  ___________________________________________________________________
 BM0212  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BM0212
 BM0212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0212
 BM0212.The horizontal coordinates were scaled from a topographic map and have
 BM0212.an estimated accuracy of +/- 6 seconds.
 BM0212
 BM0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0212.The vertical order pertains to the NGVD 29 superseded value.
 BM0212
 BM0212.The geoid height was determined by GEOID03.
 BM0212
 BM0212;                    North         East    Units  Estimated Accuracy
 BM0212;SPC TX C     - 3,055,320.    1,096,020.      MT  (+/- 180 meters Scaled)
 BM0212
 BM0212                          SUPERSEDED SURVEY CONTROL
 BM0212
 BM0212  NGVD 29 (??/??/92)   81.743  (m)          268.19   (f) ADJ UNCH    2 0
 BM0212
 BM0212.Superseded values are not recommended for survey control.
 BM0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0212.See file dsdata.txt to determine how the superseded data were derived.
 BM0212
 BM0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU675330(NAD 83)
 BM0212_MARKER: DB = BENCH MARK DISK
 BM0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0212_STAMPING: A 1031 1954
 BM0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0212+STABILITY: SURFACE MOTION
 BM0212
 BM0212  HISTORY     - Date     Condition        Report By
 BM0212  HISTORY     - 1954     MONUMENTED       CGS
 BM0212  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0212
 BM0212                          STATION DESCRIPTION
 BM0212
 BM0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0212'3.1 MI S FROM CHAPEL HILL.
 BM0212'0.65 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0212'STATION SIGN AT CHAPEL HILL, THENCE 2.45 MILES SOUTH ALONG FARM ROAD
 BM0212'1371, 38 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 1.6 FEET EAST
 BM0212'OF A FENCE, 2.4 FEET NORTH OF A WITNESS POST, 4 FEET ABOVE THE LEVEL
 BM0212'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 BM0212'ABOVE THE GROUND.
 BM0212
 BM0212                          STATION RECOVERY (1994)
 BM0212
 BM0212'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1500 ***********************************************************************
 BL1500  DESIGNATION -  A 1032
 BL1500  PID         -  BL1500
 BL1500  STATE/COUNTY-  TX/GRIMES
 BL1500  USGS QUAD   -  STONEHAM (1961)
 BL1500
 BL1500                         *CURRENT SURVEY CONTROL
 BL1500  ___________________________________________________________________
 BL1500* NAD 83(1986)-  30 15 22.     (N)    095 57 55.     (W)     SCALED    
 BL1500* NAVD 88     -       101.67   (+/-2cm)     333.6    (feet)  VERTCON   
 BL1500  ___________________________________________________________________
 BL1500  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL1500
 BL1500  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1500
 BL1500.The horizontal coordinates were scaled from a topographic map and have
 BL1500.an estimated accuracy of +/- 6 seconds.
 BL1500
 BL1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1500.The vertical order pertains to the NGVD 29 superseded value.
 BL1500
 BL1500.The geoid height was determined by GEOID03.
 BL1500
 BL1500;                    North         East    Units  Estimated Accuracy
 BL1500;SPC TX C     - 3,073,600.    1,120,250.      MT  (+/- 180 meters Scaled)
 BL1500
 BL1500                          SUPERSEDED SURVEY CONTROL
 BL1500
 BL1500  NGVD 29 (??/??/92)  101.656  (m)          333.52   (f) ADJ UNCH    2 0
 BL1500
 BL1500.Superseded values are not recommended for survey control.
 BL1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1500.See file dsdata.txt to determine how the superseded data were derived.
 BL1500
 BL1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP146508(NAD 83)
 BL1500_MARKER: DB = BENCH MARK DISK
 BL1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1500_STAMPING: A 1032 1954
 BL1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1500+STABILITY: SURFACE MOTION
 BL1500
 BL1500  HISTORY     - Date     Condition        Report By
 BL1500  HISTORY     - 1954     MONUMENTED       CGS
 BL1500  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1500  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1500
 BL1500                          STATION DESCRIPTION
 BL1500
 BL1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1500'14.15 MI S FROM NAVASOTA.
 BL1500'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1500'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1500'GRAVELED ROAD, THENCE 2.9 MILES SOUTH ALONG FARM ROAD 245, THENCE 0.45
 BL1500'MILE SOUTH ALONG A DIRT ROAD, 165 FEET WEST OF THE CENTER LINE OF THE
 BL1500'ROAD, AT THE TOP OF A SMALL HILL, 4.2 FEET SOUTHEAST OF THE SOUTHWEST
 BL1500'CORNER OF AN ABANDONED SCHOOL BUILDING, 2.4 FEET EAST OF A WITNESS
 BL1500'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 BL1500'THE GROUND.
 BL1500
 BL1500                          STATION RECOVERY (1994)
 BL1500
 BL1500'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1500'MARK NOT FOUND.
 BL1500
 BL1500                          STATION RECOVERY (1999)
 BL1500
 BL1500'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1503 ***********************************************************************
 BL1503  DESIGNATION -  A 1033
 BL1503  PID         -  BL1503
 BL1503  STATE/COUNTY-  TX/WALLER
 BL1503  USGS QUAD   -  WALLER NW (1980)
 BL1503
 BL1503                         *CURRENT SURVEY CONTROL
 BL1503  ___________________________________________________________________
 BL1503* NAD 83(1986)-  30 13 12.     (N)    095 56 30.     (W)     SCALED    
 BL1503* NAVD 88     -        90.66   (+/-2cm)     297.4    (feet)  VERTCON   
 BL1503  ___________________________________________________________________
 BL1503  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL1503
 BL1503  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1503
 BL1503.The horizontal coordinates were scaled from a topographic map and have
 BL1503.an estimated accuracy of +/- 6 seconds.
 BL1503
 BL1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1503.The vertical order pertains to the NGVD 29 superseded value.
 BL1503
 BL1503.The geoid height was determined by GEOID03.
 BL1503
 BL1503;                    North         East    Units  Estimated Accuracy
 BL1503;SPC TXSC     - 4,268,370.      894,400.      MT  (+/- 180 meters Scaled)
 BL1503
 BL1503                          SUPERSEDED SURVEY CONTROL
 BL1503
 BL1503  NGVD 29 (??/??/92)   90.637  (m)          297.36   (f) ADJ UNCH    2 0
 BL1503
 BL1503.Superseded values are not recommended for survey control.
 BL1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1503.See file dsdata.txt to determine how the superseded data were derived.
 BL1503
 BL1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP168468(NAD 83)
 BL1503_MARKER: DB = BENCH MARK DISK
 BL1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1503_STAMPING: A 1033 1954
 BL1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1503+STABILITY: SURFACE MOTION
 BL1503
 BL1503  HISTORY     - Date     Condition        Report By
 BL1503  HISTORY     - 1954     MONUMENTED       CGS
 BL1503  HISTORY     - 19990718 GOOD             USPSQD
 BL1503
 BL1503                          STATION DESCRIPTION
 BL1503
 BL1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1503'17.05 MI S FROM NAVASOTA.
 BL1503'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1503'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1503'GRAVELED ROAD, THENCE 2.9 MILES SOUTH ALONG FARM ROAD 245, THENCE 2.05
 BL1503'MILES SOUTH ALONG A DIRT ROAD,       1.3 MILES SOUT THENCE 1.3 MILES
 BL1503'SOUTH ALONG AN OILED ROAD, 38 FEET WEST OF THE CENTER LINE OF AN OILED
 BL1503'ROAD, 180 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE REIDS PRAIRIE
 BL1503'BAPTIST CHURCH, 1 FOOT EAST OF A FENCE, 3 FEET NORTH OF A WITNESS
 BL1503'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 BL1503'THE GROUND.
 BL1503
 BL1503                          STATION RECOVERY (1999)
 BL1503
 BL1503'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0630 ***********************************************************************
 BM0630  DESIGNATION -  A 1034
 BM0630  PID         -  BM0630
 BM0630  STATE/COUNTY-  TX/WILLIAMSON
 BM0630  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0630
 BM0630                         *CURRENT SURVEY CONTROL
 BM0630  ___________________________________________________________________
 BM0630* NAD 83(1986)-  30 28 06.     (N)    097 42 34.     (W)     SCALED    
 BM0630* NAVD 88     -       252.208  (meters)     827.45   (feet)  ADJUSTED  
 BM0630  ___________________________________________________________________
 BM0630  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BM0630  DYNAMIC HT  -         251.864 (meters)     826.32  (feet)  COMP
 BM0630  MODELED GRAV-     979,272.0   (mgal)                       NAVD 88
 BM0630
 BM0630  VERT ORDER  -  SECOND    CLASS 0
 BM0630
 BM0630.The horizontal coordinates were scaled from a topographic map and have
 BM0630.an estimated accuracy of +/- 6 seconds.
 BM0630
 BM0630.The orthometric height was determined by differential leveling
 BM0630.and adjusted by the National Geodetic Survey in June 1991..
 BM0630
 BM0630.The geoid height was determined by GEOID03.
 BM0630
 BM0630.The dynamic height is computed by dividing the NAVD 88
 BM0630.geopotential number by the normal gravity value computed on the
 BM0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0630.degrees latitude (g = 980.6199 gals.).
 BM0630
 BM0630.The modeled gravity was interpolated from observed gravity values.
 BM0630
 BM0630;                    North         East    Units  Estimated Accuracy
 BM0630;SPC TX C     - 3,091,840.      951,930.      MT  (+/- 180 meters Scaled)
 BM0630
 BM0630                          SUPERSEDED SURVEY CONTROL
 BM0630
 BM0630  NGVD 29 (??/??/92)  252.133  (m)          827.21   (f) ADJ UNCH    2 0
 BM0630
 BM0630.Superseded values are not recommended for survey control.
 BM0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0630.See file dsdata.txt to determine how the superseded data were derived.
 BM0630
 BM0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU238713(NAD 83)
 BM0630_MARKER: DB = BENCH MARK DISK
 BM0630_SETTING: 80 = SET IN A BOULDER
 BM0630_SP_SET: BOULDER
 BM0630_STAMPING: A 1034 1953
 BM0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0630+STABILITY: SURFACE MOTION
 BM0630
 BM0630  HISTORY     - Date     Condition        Report By
 BM0630  HISTORY     - 1953     MONUMENTED       CGS
 BM0630  HISTORY     - 1954     GOOD             NGS
 BM0630  HISTORY     - 1968     MARK NOT FOUND   USGS
 BM0630  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0630
 BM0630                          STATION DESCRIPTION
 BM0630
 BM0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0630'1.0 MI N FROM MCNEIL.
 BM0630'1.0 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0630'FROM THE STATION AT MCNEIL, 30 FEET NORTH OF MILEPOST 165, 14.2 FEET
 BM0630'EAST OF THE EAST RAIL, 34 FEET WEST OF A FENCE, SET IN THE TOP OF A
 BM0630'LARGE LIMESTONE BOULDER, 2 FEET BELOW THE TOP OF THE RAILS.
 BM0630
 BM0630                          STATION RECOVERY (1968)
 BM0630
 BM0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BM0630'MARK NOT FOUND.
 BM0630
 BM0630                          STATION RECOVERY (1980)
 BM0630
 BM0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0630'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0732 ***********************************************************************
 BM0732  DESIGNATION -  A 1035
 BM0732  PID         -  BM0732
 BM0732  STATE/COUNTY-  TX/WILLIAMSON
 BM0732  USGS QUAD   -  WEIR (1982)
 BM0732
 BM0732                         *CURRENT SURVEY CONTROL
 BM0732  ___________________________________________________________________
 BM0732* NAD 83(1986)-  30 40 19.     (N)    097 37 21.     (W)     SCALED    
 BM0732* NAVD 88     -       200.351  (meters)     657.32   (feet)  ADJUSTED  
 BM0732  ___________________________________________________________________
 BM0732  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BM0732  DYNAMIC HT  -         200.082 (meters)     656.44  (feet)  COMP
 BM0732  MODELED GRAV-     979,295.9   (mgal)                       NAVD 88
 BM0732
 BM0732  VERT ORDER  -  FIRST     CLASS II
 BM0732
 BM0732.The horizontal coordinates were scaled from a topographic map and have
 BM0732.an estimated accuracy of +/- 6 seconds.
 BM0732
 BM0732.The orthometric height was determined by differential leveling
 BM0732.and adjusted by the National Geodetic Survey in June 1991..
 BM0732
 BM0732.The geoid height was determined by GEOID03.
 BM0732
 BM0732.The dynamic height is computed by dividing the NAVD 88
 BM0732.geopotential number by the normal gravity value computed on the
 BM0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0732.degrees latitude (g = 980.6199 gals.).
 BM0732
 BM0732.The modeled gravity was interpolated from observed gravity values.
 BM0732
 BM0732;                    North         East    Units  Estimated Accuracy
 BM0732;SPC TX C     - 3,114,610.      959,730.      MT  (+/- 180 meters Scaled)
 BM0732
 BM0732                          SUPERSEDED SURVEY CONTROL
 BM0732
 BM0732  NGVD 29 (??/??/92)  200.257  (m)          657.01   (f) ADJ UNCH    1 2
 BM0732
 BM0732.Superseded values are not recommended for survey control.
 BM0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0732.See file dsdata.txt to determine how the superseded data were derived.
 BM0732
 BM0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU319940(NAD 83)
 BM0732_MARKER: DB = BENCH MARK DISK
 BM0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0732_STAMPING: A 1035 1954
 BM0732_MARK LOGO: CGS   
 BM0732_PROJECTION: PROJECTING 10 CENTIMETERS
 BM0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0732+STABILITY: SURFACE MOTION
 BM0732
 BM0732  HISTORY     - Date     Condition        Report By
 BM0732  HISTORY     - 1954     MONUMENTED       CGS
 BM0732  HISTORY     - 1980     GOOD             NGS
 BM0732  HISTORY     - 1980     GOOD             USGS
 BM0732  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0732
 BM0732                          STATION DESCRIPTION
 BM0732
 BM0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0732'2.35 MI SW FROM WEIR.
 BM0732'2.35 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 BM0732'TEXAS FROM THE STATION AT WEIR, 75 FEET NORTHWEST OF THE CENTER OF A
 BM0732'PRIVATE ROAD CROSSING, 44.6 FEET NORTH OF THE NORTH RAIL, 2.5 FEET
 BM0732'SOUTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, 0.65 MILE NORTHEAST
 BM0732'OF BENCH MARK X 1034, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BM0732'0.8 FOOT ABOVE THE GROUND.
 BM0732
 BM0732                          STATION RECOVERY (1980)
 BM0732
 BM0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0732'3.1 KM (1.9 MI) WEST ALONG FARM ROAD 971 FROM THE JUNCTION OF FARM
 BM0732'ROAD 1105 IN WEIR, THENCE 0.3 KM (0.2 MI) SOUTH ALONG A GRAVEL ROAD,
 BM0732'AT THE MISSOURI KANSAS AND TEXAS RAILROAD CROSSING, 16.1 METERS
 BM0732'(53.0 FT) WEST OF THE CENTER OF A METAL GATE, 22.2 METERS (73.0 FT)
 BM0732'WEST OF A POWERLINE POLE WITH A GUY WIRE, 13.6 METERS (44.5 FT) NORTH
 BM0732'OF THE NORTH RAIL, 0.8 METER (2.5 FT) SOUTH OF A FENCE.
 BM0732'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BM0732'THE MARK IS 0.3 M BELOW THE TRACKS.
 BM0732
 BM0732                          STATION RECOVERY (1980)
 BM0732
 BM0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BM0732'2.35 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 BM0732'FROM THE JUNCTION OF FM HIGHWAYS 971 AND 1105 AT WEIR, 75 FEET
 BM0732'NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 44.6 FEET NORTH
 BM0732'OF THE NORTH RAIL, 2.5 FEET SOUTH OF A FENCE, 0.65 MILES NORTHEAST OF
 BM0732'BENCHMARK X 1034, IN CONCRETE POST PROJECTING 9 INCHES ABOVE GROUND,
 BM0732'A STANDARD TABLET STAMPED "A 1035 1954".
 BM0732
 BM0732                          STATION RECOVERY (1999)
 BM0732
 BM0732'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0218 ***********************************************************************
 DN0218  DESIGNATION -  A 1036
 DN0218  PID         -  DN0218
 DN0218  STATE/COUNTY-  TX/HUNT
 DN0218  USGS QUAD   -  GREENVILLE NW (1962)
 DN0218
 DN0218                         *CURRENT SURVEY CONTROL
 DN0218  ___________________________________________________________________
 DN0218* NAD 83(1986)-  33 08 18.     (N)    096 08 48.     (W)     SCALED    
 DN0218* NAVD 88     -       181.546  (meters)     595.62   (feet)  ADJUSTED  
 DN0218  ___________________________________________________________________
 DN0218  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DN0218  DYNAMIC HT  -         181.349 (meters)     594.98  (feet)  COMP
 DN0218  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 DN0218
 DN0218  VERT ORDER  -  SECOND    CLASS 0
 DN0218
 DN0218.The horizontal coordinates were scaled from a topographic map and have
 DN0218.an estimated accuracy of +/- 6 seconds.
 DN0218
 DN0218.The orthometric height was determined by differential leveling
 DN0218.and adjusted by the National Geodetic Survey in June 1991..
 DN0218
 DN0218.The geoid height was determined by GEOID03.
 DN0218
 DN0218.The dynamic height is computed by dividing the NAVD 88
 DN0218.geopotential number by the normal gravity value computed on the
 DN0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0218.degrees latitude (g = 980.6199 gals.).
 DN0218
 DN0218.The modeled gravity was interpolated from observed gravity values.
 DN0218
 DN0218;                    North         East    Units  Estimated Accuracy
 DN0218;SPC TXNC     - 2,165,650.      819,540.      MT  (+/- 180 meters Scaled)
 DN0218
 DN0218                          SUPERSEDED SURVEY CONTROL
 DN0218
 DN0218  NGVD 29 (??/??/92)  181.519  (m)          595.53   (f) ADJ UNCH    2 0
 DN0218
 DN0218.Superseded values are not recommended for survey control.
 DN0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0218.See file dsdata.txt to determine how the superseded data were derived.
 DN0218
 DN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB661702(NAD 83)
 DN0218_MARKER: DB = BENCH MARK DISK
 DN0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0218_STAMPING: A 1036 1954
 DN0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0218+STABILITY: SURFACE MOTION
 DN0218
 DN0218  HISTORY     - Date     Condition        Report By
 DN0218  HISTORY     - 1954     MONUMENTED       CGS
 DN0218  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0218
 DN0218                          STATION DESCRIPTION
 DN0218
 DN0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0218'2.3 MI W FROM GREENVILLE.
 DN0218'2.3 MILES WEST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0218'THE STATION AT GREENVILLE, 9 POLES EAST OF MILEPOST 173, 83 FEET
 DN0218'SOUTHWEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 24, 25 FEET
 DN0218'SOUTH OF THE SOUTH RAIL, 4 FEET EAST OF A WITNESS POST, SET IN THE TOP
 DN0218'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 DN0218
 DN0218                          STATION RECOVERY (1994)
 DN0218
 DN0218'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1767 ***********************************************************************
 BK1767  DESIGNATION -  A 1037
 BK1767  PID         -  BK1767
 BK1767  STATE/COUNTY-  TX/ORANGE
 BK1767  USGS QUAD   -  ORANGEFIELD (1974)
 BK1767
 BK1767                         *CURRENT SURVEY CONTROL
 BK1767  ___________________________________________________________________
 BK1767* NAD 83(1986)-  30 05 46.     (N)    093 50 46.     (W)     SCALED    
 BK1767* NAVD 88     -         3.141  (meters)      10.31   (feet)  ADJUSTED  
 BK1767  ___________________________________________________________________
 BK1767  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK1767  DYNAMIC HT  -           3.137 (meters)      10.29  (feet)  COMP
 BK1767  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 BK1767
 BK1767  VERT ORDER  -  FIRST     CLASS I
 BK1767
 BK1767.The horizontal coordinates were scaled from a topographic map and have
 BK1767.an estimated accuracy of +/- 6 seconds.
 BK1767
 BK1767.The orthometric height was determined by differential leveling
 BK1767.and adjusted by the National Geodetic Survey in June 1991..
 BK1767
 BK1767.The geoid height was determined by GEOID03.
 BK1767
 BK1767.The dynamic height is computed by dividing the NAVD 88
 BK1767.geopotential number by the normal gravity value computed on the
 BK1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1767.degrees latitude (g = 980.6199 gals.).
 BK1767
 BK1767.The modeled gravity was interpolated from observed gravity values.
 BK1767
 BK1767;                    North         East    Units  Estimated Accuracy
 BK1767;SPC TX C     - 3,065,840.    1,324,970.      MT  (+/- 180 meters Scaled)
 BK1767
 BK1767                          SUPERSEDED SURVEY CONTROL
 BK1767
 BK1767  NGVD 29 (??/??/??)    3.082  (m)           10.11   (f) ADJUSTED    1 1
 BK1767
 BK1767.Superseded values are not recommended for survey control.
 BK1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1767.See file dsdata.txt to determine how the superseded data were derived.
 BK1767
 BK1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP184297(NAD 83)
 BK1767_MARKER: DB = BENCH MARK DISK
 BK1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1767_SP_SET: CONCRETE POST
 BK1767_STAMPING: A 1037 1955
 BK1767_MARK LOGO: CGS   
 BK1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1767+STABILITY: SURFACE MOTION
 BK1767
 BK1767  HISTORY     - Date     Condition        Report By
 BK1767  HISTORY     - 1955     MONUMENTED       CGS
 BK1767  HISTORY     - 1972     GOOD             NGS
 BK1767  HISTORY     - 1986     GOOD             NGS
 BK1767  HISTORY     - 20050402 MARK NOT FOUND   USPSQD
 BK1767
 BK1767                          STATION DESCRIPTION
 BK1767
 BK1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1767'6.35 MI W FROM ORANGE.
 BK1767'ABOUT 6.35 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1767'STATION AT ORANGE, 142 FEET NORTHWEST OF AND ACROSS THE TRACKS FROM
 BK1767'MILEPOST NO. 263, 102 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 BK1767'86.5 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 55 FEET NORTH OF
 BK1767'THE NORTH RAILROAD RIGHT-OF-WAY FENCE LINE, 5.4 FEET NORTH OF A
 BK1767'10-INCH PINE TREE BEARING A WITNESS SIGN AND WITH FENCE LINE GROWING
 BK1767'INTO TREE, 1.3 WEST OF A T-FENCE LEADING NORTH, ABOUT 4 FEET BELOW THE
 BK1767'LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BK1767'INCHES.
 BK1767
 BK1767                          STATION RECOVERY (1986)
 BK1767
 BK1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1767'RECOVERED IN GOOD CONDITION.
 BK1767
 BK1767                          STATION RECOVERY (2005)
 BK1767
 BK1767'RECOVERY NOTE BY US POWER SQUADRON 2005 (HEW)
 BK1767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0225 ***********************************************************************
 EO0225  DESIGNATION -  A 1038
 EO0225  PID         -  EO0225
 EO0225  STATE/COUNTY-  TX/PARMER
 EO0225  USGS QUAD   -  PARMERTON (1965)
 EO0225
 EO0225                         *CURRENT SURVEY CONTROL
 EO0225  ___________________________________________________________________
 EO0225* NAD 83(1986)-  34 31 27.     (N)    102 51 11.     (W)     SCALED    
 EO0225* NAVD 88     -      1238.882  (meters)    4064.57   (feet)  ADJUSTED  
 EO0225  ___________________________________________________________________
 EO0225  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 EO0225  DYNAMIC HT  -        1237.272 (meters)    4059.28  (feet)  COMP
 EO0225  MODELED GRAV-     979,293.2   (mgal)                       NAVD 88
 EO0225
 EO0225  VERT ORDER  -  FIRST     CLASS II
 EO0225
 EO0225.The horizontal coordinates were scaled from a topographic map and have
 EO0225.an estimated accuracy of +/- 6 seconds.
 EO0225
 EO0225.The orthometric height was determined by differential leveling
 EO0225.and adjusted by the National Geodetic Survey in June 1991..
 EO0225
 EO0225.The geoid height was determined by GEOID03.
 EO0225
 EO0225.The dynamic height is computed by dividing the NAVD 88
 EO0225.geopotential number by the normal gravity value computed on the
 EO0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0225.degrees latitude (g = 980.6199 gals.).
 EO0225
 EO0225.The modeled gravity was interpolated from observed gravity values.
 EO0225
 EO0225;                    North         East    Units  Estimated Accuracy
 EO0225;SPC TX N     - 1,059,000.       75,770.      MT  (+/- 180 meters Scaled)
 EO0225
 EO0225                          SUPERSEDED SURVEY CONTROL
 EO0225
 EO0225  NGVD 29 (??/??/92) 1238.334  (m)         4062.77   (f) ADJ UNCH    1 2
 EO0225
 EO0225.Superseded values are not recommended for survey control.
 EO0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0225.See file dsdata.txt to determine how the superseded data were derived.
 EO0225
 EO0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU970223(NAD 83)
 EO0225_MARKER: DB = BENCH MARK DISK
 EO0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0225_STAMPING: A 1038 1958
 EO0225_MARK LOGO: CGS   
 EO0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0225+STABILITY: SURFACE MOTION
 EO0225
 EO0225  HISTORY     - Date     Condition        Report By
 EO0225  HISTORY     - 1958     MONUMENTED       CGS
 EO0225  HISTORY     - 1984     GOOD             NGS
 EO0225
 EO0225                          STATION DESCRIPTION
 EO0225
 EO0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0225'2.75 MI E FROM BOVINA.
 EO0225'ABOUT 0.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0225'FROM THE STATION AT BOVINA, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG
 EO0225'FARM ROAD 1731, THENCE ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 86, 60
 EO0225'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 207 FEET SOUTHEAST OF
 EO0225'THE SOUTHEAST CORNER OF A FARMHOUSE, 2 FEET SOUTHEAST OF A FENCE
 EO0225'CORNER POST, 2 FEET WEST OF A METAL WITNESS POST, 15 FEET WEST OF A
 EO0225'POWER POLE, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 EO0225'POST PROJECTING 4 INCHES.
 EO0225
 EO0225                          STATION RECOVERY (1984)
 EO0225
 EO0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0185 ***********************************************************************
 EO0185  DESIGNATION -  A 1039
 EO0185  PID         -  EO0185
 EO0185  STATE/COUNTY-  TX/PARMER
 EO0185  USGS QUAD   -  SUMMERFIELD (1966)
 EO0185
 EO0185                         *CURRENT SURVEY CONTROL
 EO0185  ___________________________________________________________________
 EO0185* NAD 83(1986)-  34 41 19.     (N)    102 35 55.     (W)     SCALED    
 EO0185* NAVD 88     -      1215.369  (meters)    3987.42   (feet)  ADJUSTED  
 EO0185  ___________________________________________________________________
 EO0185  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 EO0185  DYNAMIC HT  -        1213.812 (meters)    3982.31  (feet)  COMP
 EO0185  MODELED GRAV-     979,312.3   (mgal)                       NAVD 88
 EO0185
 EO0185  VERT ORDER  -  FIRST     CLASS II
 EO0185
 EO0185.The horizontal coordinates were scaled from a topographic map and have
 EO0185.an estimated accuracy of +/- 6 seconds.
 EO0185
 EO0185.The orthometric height was determined by differential leveling
 EO0185.and adjusted by the National Geodetic Survey in June 1991..
 EO0185.WARNING-Repeat measurements at this control monument indicate possible
 EO0185.vertical movement.
 EO0185
 EO0185.The geoid height was determined by GEOID03.
 EO0185
 EO0185.The dynamic height is computed by dividing the NAVD 88
 EO0185.geopotential number by the normal gravity value computed on the
 EO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0185.degrees latitude (g = 980.6199 gals.).
 EO0185
 EO0185.The modeled gravity was interpolated from observed gravity values.
 EO0185
 EO0185;                    North         East    Units  Estimated Accuracy
 EO0185;SPC TX N     - 1,076,950.       99,330.      MT  (+/- 180 meters Scaled)
 EO0185
 EO0185                          SUPERSEDED SURVEY CONTROL
 EO0185
 EO0185  NGVD 29 (??/??/92) 1214.807  (m)         3985.58   (f) ADJ UNCH    1 2
 EO0185
 EO0185.Superseded values are not recommended for survey control.
 EO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0185.See file dsdata.txt to determine how the superseded data were derived.
 EO0185
 EO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU199411(NAD 83)
 EO0185_MARKER: DB = BENCH MARK DISK
 EO0185_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EO0185_SP_SET: 24 FEET
 EO0185_STAMPING: A 1039 1958
 EO0185_MARK LOGO: CGS   
 EO0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0185+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1998
 EO0185
 EO0185  HISTORY     - Date     Condition        Report By
 EO0185  HISTORY     - 1958     MONUMENTED       CGS
 EO0185  HISTORY     - 1984     GOOD             NGS
 EO0185  HISTORY     - 19980929 GOOD             JCLS
 EO0185
 EO0185                          STATION DESCRIPTION
 EO0185
 EO0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0185'0.7 MI NE FROM BLACK.
 EO0185'ABOUT 0.7 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0185'THE STATION AT BLACK, 66 FEET SOUTH AND ACROSS THE TRACK FROM MILE
 EO0185'POST 614, 44 FEET SOUTHEAST OF THE NEAR RAIL, 15 FEET EAST OF A
 EO0185'TELEPHONE POLE, 3 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A
 EO0185'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ON
 EO0185'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 EO0185'24 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 EO0185
 EO0185                          STATION RECOVERY (1984)
 EO0185
 EO0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0185'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.3 KM
 EO0185'(7.6 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0185'RAILROAD FROM THE STATION IN FRIONA.
 EO0185
 EO0185                          STATION RECOVERY (1998)
 EO0185
 EO0185'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 EO0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0114 ***********************************************************************
 BO0114  DESIGNATION -  A 104
 BO0114  PID         -  BO0114
 BO0114  STATE/COUNTY-  TX/SUTTON
 BO0114  USGS QUAD   -  SONORA (1982)
 BO0114
 BO0114                         *CURRENT SURVEY CONTROL
 BO0114  ___________________________________________________________________
 BO0114* NAD 83(1986)-  30 33 56.     (N)    100 38 20.     (W)     SCALED    
 BO0114* NAVD 88     -       654.974  (meters)    2148.86   (feet)  ADJUSTED  
 BO0114  ___________________________________________________________________
 BO0114  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 BO0114  DYNAMIC HT  -         654.014 (meters)    2145.71  (feet)  COMP
 BO0114  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 BO0114
 BO0114  VERT ORDER  -  FIRST     CLASS II
 BO0114
 BO0114.The horizontal coordinates were scaled from a topographic map and have
 BO0114.an estimated accuracy of +/- 6 seconds.
 BO0114
 BO0114.The orthometric height was determined by differential leveling
 BO0114.and adjusted by the National Geodetic Survey in June 1991..
 BO0114
 BO0114.The geoid height was determined by GEOID03.
 BO0114
 BO0114.The dynamic height is computed by dividing the NAVD 88
 BO0114.geopotential number by the normal gravity value computed on the
 BO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0114.degrees latitude (g = 980.6199 gals.).
 BO0114
 BO0114.The modeled gravity was interpolated from observed gravity values.
 BO0114
 BO0114;                    North         East    Units  Estimated Accuracy
 BO0114;SPC TX C     - 3,099,690.      670,690.      MT  (+/- 180 meters Scaled)
 BO0114
 BO0114                          SUPERSEDED SURVEY CONTROL
 BO0114
 BO0114  NGVD 29 (??/??/92)  654.784  (m)         2148.24   (f) ADJ UNCH    1 2
 BO0114
 BO0114.Superseded values are not recommended for survey control.
 BO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0114.See file dsdata.txt to determine how the superseded data were derived.
 BO0114
 BO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU428825(NAD 83)
 BO0114_MARKER: DB = BENCH MARK DISK
 BO0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0114_SP_SET: BUILDING
 BO0114_STAMPING: A 104 1932 2148.237
 BO0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0114
 BO0114  HISTORY     - Date     Condition        Report By
 BO0114  HISTORY     - 1932     MONUMENTED       CGS
 BO0114  HISTORY     - 1958     GOOD             NGS
 BO0114
 BO0114                          STATION DESCRIPTION
 BO0114
 BO0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0114'IN SONORA.
 BO0114'AT SONORA, IN THE TOP OF THE TOP STEP OF THE WEST ENTRANCE OF THE MOST
 BO0114'EASTERLY ONE OF THREE HIGH SCHOOL BUILDINGS, 4 1/2 FEET NORTH OF THE
 BO0114'CENTER LINE OF THE WEST ENTRANCE, AND ABOUT 5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0302 ***********************************************************************
 CR0302  DESIGNATION -  A 1041
 CR0302  PID         -  CR0302
 CR0302  STATE/COUNTY-  TX/CAMP
 CR0302  USGS QUAD   -  LEESBURG (1960)
 CR0302
 CR0302                         *CURRENT SURVEY CONTROL
 CR0302  ___________________________________________________________________
 CR0302* NAD 83(1986)-  32 59 27.     (N)    095 03 59.     (W)     SCALED    
 CR0302* NAVD 88     -       126.150  (meters)     413.88   (feet)  ADJUSTED  
 CR0302  ___________________________________________________________________
 CR0302  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CR0302  DYNAMIC HT  -         126.010 (meters)     413.42  (feet)  COMP
 CR0302  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 CR0302
 CR0302  VERT ORDER  -  FIRST     CLASS II
 CR0302
 CR0302.The horizontal coordinates were scaled from a topographic map and have
 CR0302.an estimated accuracy of +/- 6 seconds.
 CR0302
 CR0302.The orthometric height was determined by differential leveling
 CR0302.and adjusted by the National Geodetic Survey in June 1991..
 CR0302
 CR0302.The geoid height was determined by GEOID03.
 CR0302
 CR0302.The dynamic height is computed by dividing the NAVD 88
 CR0302.geopotential number by the normal gravity value computed on the
 CR0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0302.degrees latitude (g = 980.6199 gals.).
 CR0302
 CR0302.The modeled gravity was interpolated from observed gravity values.
 CR0302
 CR0302;                    North         East    Units  Estimated Accuracy
 CR0302;SPC TXNC     - 2,152,080.      920,820.      MT  (+/- 180 meters Scaled)
 CR0302
 CR0302                          SUPERSEDED SURVEY CONTROL
 CR0302
 CR0302  NGVD 29 (??/??/92)  126.163  (m)          413.92   (f) ADJ UNCH    1 2
 CR0302
 CR0302.Superseded values are not recommended for survey control.
 CR0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0302.See file dsdata.txt to determine how the superseded data were derived.
 CR0302
 CR0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS069521(NAD 83)
 CR0302_MARKER: DB = BENCH MARK DISK
 CR0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0302_STAMPING: A 1041 1954
 CR0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0302+STABILITY: SURFACE MOTION
 CR0302
 CR0302  HISTORY     - Date     Condition        Report By
 CR0302  HISTORY     - 1954     MONUMENTED       CGS
 CR0302
 CR0302                          STATION DESCRIPTION
 CR0302
 CR0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0302'5.7 MI W FROM PITTSBURG.
 CR0302'5.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0302'STATION AT PITTSBURG, 41 FEET NORTH OF THE NORTH RAIL, 5.4 FEET NORTH
 CR0302'OF THE 1ST POLE EAST OF MILEPOST T - 104, 7 FEET SOUTH OF A FENCE, 2
 CR0302'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0302'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0252 ***********************************************************************
 DM0252  DESIGNATION -  A 1042
 DM0252  PID         -  DM0252
 DM0252  STATE/COUNTY-  TX/MORRIS
 DM0252  USGS QUAD   -  DAINGERFIELD (1980)
 DM0252
 DM0252                         *CURRENT SURVEY CONTROL
 DM0252  ___________________________________________________________________
 DM0252* NAD 83(1986)-  33 02 07.     (N)    094 41 55.     (W)     SCALED    
 DM0252* NAVD 88     -       110.025  (meters)     360.97   (feet)  ADJUSTED  
 DM0252  ___________________________________________________________________
 DM0252  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM0252  DYNAMIC HT  -         109.904 (meters)     360.58  (feet)  COMP
 DM0252  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 DM0252
 DM0252  VERT ORDER  -  FIRST     CLASS II
 DM0252
 DM0252.The horizontal coordinates were scaled from a topographic map and have
 DM0252.an estimated accuracy of +/- 6 seconds.
 DM0252
 DM0252.The orthometric height was determined by differential leveling
 DM0252.and adjusted by the National Geodetic Survey in June 1991..
 DM0252
 DM0252.The geoid height was determined by GEOID03.
 DM0252
 DM0252.The dynamic height is computed by dividing the NAVD 88
 DM0252.geopotential number by the normal gravity value computed on the
 DM0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0252.degrees latitude (g = 980.6199 gals.).
 DM0252
 DM0252.The modeled gravity was interpolated from observed gravity values.
 DM0252
 DM0252;                    North         East    Units  Estimated Accuracy
 DM0252;SPC TXNC     - 2,158,190.      954,990.      MT  (+/- 180 meters Scaled)
 DM0252
 DM0252                          SUPERSEDED SURVEY CONTROL
 DM0252
 DM0252  NGVD 29 (??/??/92)  110.059  (m)          361.09   (f) ADJ UNCH    1 2
 DM0252
 DM0252.Superseded values are not recommended for survey control.
 DM0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0252.See file dsdata.txt to determine how the superseded data were derived.
 DM0252
 DM0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS413564(NAD 83)
 DM0252_MARKER: DB = BENCH MARK DISK
 DM0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0252_STAMPING: A 1042 1954
 DM0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0252+STABILITY: SURFACE MOTION
 DM0252
 DM0252  HISTORY     - Date     Condition        Report By
 DM0252  HISTORY     - 1954     MONUMENTED       CGS
 DM0252
 DM0252                          STATION DESCRIPTION
 DM0252
 DM0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0252'1.7 MI E FROM DRINGERFIELD.
 DM0252'1.7 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0252'STATION AT DRINGERFIELD, 0.2 MILE EAST OF TRESTLE T - 81.2, AT THE
 DM0252'WEST END OF A CUT, 120.7 FEET SOUTH OF THE SOUTH RAIL, 1.8 FEET NORTH
 DM0252'OF A FENCE, 2.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 DM0252'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0003 ***********************************************************************
 CR0003  DESIGNATION -  A 1043
 CR0003  PID         -  CR0003
 CR0003  STATE/COUNTY-  TX/MARION
 CR0003  USGS QUAD   -  KELLYVILLE (1962)
 CR0003
 CR0003                         *CURRENT SURVEY CONTROL
 CR0003  ___________________________________________________________________
 CR0003* NAD 83(1986)-  32 48 59.     (N)    094 27 18.     (W)     SCALED    
 CR0003* NAVD 88     -        97.924  (meters)     321.27   (feet)  ADJUSTED  
 CR0003  ___________________________________________________________________
 CR0003  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CR0003  DYNAMIC HT  -          97.814 (meters)     320.91  (feet)  COMP
 CR0003  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 CR0003
 CR0003  VERT ORDER  -  FIRST     CLASS II
 CR0003
 CR0003.The horizontal coordinates were scaled from a topographic map and have
 CR0003.an estimated accuracy of +/- 6 seconds.
 CR0003
 CR0003.The orthometric height was determined by differential leveling
 CR0003.and adjusted by the National Geodetic Survey in June 1991..
 CR0003
 CR0003.The geoid height was determined by GEOID03.
 CR0003
 CR0003.The dynamic height is computed by dividing the NAVD 88
 CR0003.geopotential number by the normal gravity value computed on the
 CR0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0003.degrees latitude (g = 980.6199 gals.).
 CR0003
 CR0003.The modeled gravity was interpolated from observed gravity values.
 CR0003
 CR0003;                    North         East    Units  Estimated Accuracy
 CR0003;SPC TXNC     - 2,134,780.      978,660.      MT  (+/- 180 meters Scaled)
 CR0003
 CR0003                          SUPERSEDED SURVEY CONTROL
 CR0003
 CR0003  NGVD 29 (??/??/92)   97.973  (m)          321.43   (f) ADJ UNCH    1 2
 CR0003
 CR0003.Superseded values are not recommended for survey control.
 CR0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0003.See file dsdata.txt to determine how the superseded data were derived.
 CR0003
 CR0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS637318(NAD 83)
 CR0003_MARKER: DB = BENCH MARK DISK
 CR0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0003_STAMPING: A 1043 1954
 CR0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0003+STABILITY: SURFACE MOTION
 CR0003
 CR0003  HISTORY     - Date     Condition        Report By
 CR0003  HISTORY     - 1954     MONUMENTED       CGS
 CR0003
 CR0003                          STATION DESCRIPTION
 CR0003
 CR0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0003'8.7 MI NW FROM JEFFERSON.
 CR0003'8.7 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0003'STATION AT JEFFERSON, 3 1/2 POLES EAST OF MILEPOST T - 58, AT THE WEST
 CR0003'END OF A CUT, 43.5 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTH OF A
 CR0003'FENCE, 6.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CR0003'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1159 ***********************************************************************
 FL1159  DESIGNATION -  A 1044
 FL1159  PID         -  FL1159
 FL1159  STATE/COUNTY-  TX/POTTER
 FL1159  USGS QUAD   -  PULLMAN (1973)
 FL1159
 FL1159                         *CURRENT SURVEY CONTROL
 FL1159  ___________________________________________________________________
 FL1159* NAD 83(1986)-  35 12 17.     (N)    101 43 36.     (W)     SCALED    
 FL1159* NAVD 88     -      1095.733  (meters)    3594.92   (feet)  ADJUSTED  
 FL1159  ___________________________________________________________________
 FL1159  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL1159  DYNAMIC HT  -        1094.431 (meters)    3590.65  (feet)  COMP
 FL1159  MODELED GRAV-     979,408.3   (mgal)                       NAVD 88
 FL1159
 FL1159  VERT ORDER  -  FIRST     CLASS II
 FL1159
 FL1159.This mark is at Amarillo Intl (AMA) Airport (AMA)
 FL1159
 FL1159.The horizontal coordinates were scaled from a topographic map and have
 FL1159.an estimated accuracy of +/- 6 seconds.
 FL1159
 FL1159.The orthometric height was determined by differential leveling
 FL1159.and adjusted by the National Geodetic Survey in June 1991..
 FL1159
 FL1159.The geoid height was determined by GEOID03.
 FL1159
 FL1159.The dynamic height is computed by dividing the NAVD 88
 FL1159.geopotential number by the normal gravity value computed on the
 FL1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1159.degrees latitude (g = 980.6199 gals.).
 FL1159
 FL1159.The modeled gravity was interpolated from observed gravity values.
 FL1159
 FL1159;                    North         East    Units  Estimated Accuracy
 FL1159;SPC TX N     - 1,133,670.      179,360.      MT  (+/- 180 meters Scaled)
 FL1159
 FL1159                          SUPERSEDED SURVEY CONTROL
 FL1159
 FL1159  NGVD 29 (??/??/92) 1095.233  (m)         3593.28   (f) ADJ UNCH    1 2
 FL1159
 FL1159.Superseded values are not recommended for survey control.
 FL1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1159.See file dsdata.txt to determine how the superseded data were derived.
 FL1159
 FL1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD517991(NAD 83)
 FL1159_MARKER: DB = BENCH MARK DISK
 FL1159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL1159_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL1159_STAMPING: A 1044 1957
 FL1159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1159
 FL1159  HISTORY     - Date     Condition        Report By
 FL1159  HISTORY     - 1957     MONUMENTED       CGS
 FL1159  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1159
 FL1159                          STATION DESCRIPTION
 FL1159
 FL1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FL1159'9 MI NE FROM AMARILLO.
 FL1159'ABOUT 9 MILES NORTHEAST OF AMARILLO, AT AMARILLO AIR FORCE BASE, 13500
 FL1159'FEET SOUTHWEST OF THE NORTHEAST END OF A PROPOSED RUNWAY, 1445 FEET
 FL1159'SOUTHEAST OF THE CENTER LINE OF THE PROPOSED RUNWAY, AT RUNWAY STATION
 FL1159'0 + 62 50/, 5 FEET NORTHWEST OF THE PROPERTY LINE OF THE AIR BASE, 2
 FL1159'FEET NORTH OF A WITNESS POST, WELDED ON THE TOP OF A 3 1/2 INCH IRON
 FL1159'PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 FL1159
 FL1159                          STATION RECOVERY (1984)
 FL1159
 FL1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0035 ***********************************************************************
 AB0035  DESIGNATION -  A 1045
 AB0035  PID         -  AB0035
 AB0035  STATE/COUNTY-  TX/CAMERON
 AB0035  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0035
 AB0035                         *CURRENT SURVEY CONTROL
 AB0035  ___________________________________________________________________
 AB0035* NAD 83(1986)-  25 54 34.     (N)    097 25 52.     (W)     SCALED    
 AB0035* NAVD 88     -         5.050  (meters)      16.57   (feet)  ADJUSTED  
 AB0035  ___________________________________________________________________
 AB0035  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 AB0035  DYNAMIC HT  -           5.042 (meters)      16.54  (feet)  COMP
 AB0035  MODELED GRAV-     979,033.8   (mgal)                       NAVD 88
 AB0035
 AB0035  VERT ORDER  -  SECOND    CLASS 0
 AB0035
 AB0035.This mark is at Brownsville/south Padre Is Intl (BRO) Airport (BRO)
 AB0035
 AB0035.The horizontal coordinates were scaled from a topographic map and have
 AB0035.an estimated accuracy of +/- 6 seconds.
 AB0035
 AB0035.The orthometric height was determined by differential leveling
 AB0035.and adjusted by the National Geodetic Survey in June 1991..
 AB0035
 AB0035.The geoid height was determined by GEOID03.
 AB0035
 AB0035.The dynamic height is computed by dividing the NAVD 88
 AB0035.geopotential number by the normal gravity value computed on the
 AB0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0035.degrees latitude (g = 980.6199 gals.).
 AB0035
 AB0035.The modeled gravity was interpolated from observed gravity values.
 AB0035
 AB0035;                    North         East    Units  Estimated Accuracy
 AB0035;SPC TX S     - 5,027,350.      407,100.      MT  (+/- 180 meters Scaled)
 AB0035
 AB0035                          SUPERSEDED SURVEY CONTROL
 AB0035
 AB0035  NGVD 29 (??/??/92)    5.144  (m)           16.88   (f) ADJ UNCH    2 0
 AB0035
 AB0035.Superseded values are not recommended for survey control.
 AB0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0035.See file dsdata.txt to determine how the superseded data were derived.
 AB0035
 AB0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP571665(NAD 83)
 AB0035_MARKER: DB = BENCH MARK DISK
 AB0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0035_SP_SET: CONCRETE SLAB
 AB0035_STAMPING: 1045 A 1963
 AB0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0035
 AB0035  HISTORY     - Date     Condition        Report By
 AB0035  HISTORY     - 1963     MONUMENTED       CGS
 AB0035  HISTORY     - 1973     GOOD             NGS
 AB0035  HISTORY     - 1990     GOOD             USPSQD
 AB0035  HISTORY     - 19910313 GOOD             USPSQD
 AB0035  HISTORY     - 19950213 GOOD             USPSQD
 AB0035
 AB0035                          STATION DESCRIPTION
 AB0035
 AB0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AB0035'IN BROWNSVILLE.
 AB0035'THE STATION IS LOCATED ABOUT 730 FT. S OF THE CONTROL TOWER AT
 AB0035'BROWNSVILLE INTERNATIONAL AIRPORT.  IT IS SET IN A CONCRETE SLAB
 AB0035'SUPPORTING A FRAME FOR THE SLIDING DOORS ON THE NE CORNER OF THE 2ND
 AB0035'HANGER S OF THE OLD ADMINISTRATION BLDG., 11.5 FT. NNW OF THE NE
 AB0035'CORNER OF THE HANGER, 17 FT. S OF AN E-W SIDEDRAIN, AND 35.8 FT. E OF
 AB0035'A GAS REGULATOR VALVE.
 AB0035
 AB0035                          STATION RECOVERY (1990)
 AB0035
 AB0035'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0035'RECOVERED IN GOOD CONDITION.
 AB0035
 AB0035                          STATION RECOVERY (1991)
 AB0035
 AB0035'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0035'RECOVERED IN GOOD CONDITION.
 AB0035
 AB0035                          STATION RECOVERY (1995)
 AB0035
 AB0035'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0498 ***********************************************************************
 CR0498  DESIGNATION -  A 1046
 CR0498  PID         -  CR0498
 CR0498  STATE/COUNTY-  TX/SMITH
 CR0498  USGS QUAD   -  CHANDLER (1973)
 CR0498
 CR0498                         *CURRENT SURVEY CONTROL
 CR0498  ___________________________________________________________________
 CR0498* NAD 83(1986)-  32 21 33.     (N)    095 23 53.     (W)     SCALED    
 CR0498* NAVD 88     -       161.204  (meters)     528.88   (feet)  ADJUSTED  
 CR0498  ___________________________________________________________________
 CR0498  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR0498  DYNAMIC HT  -         161.015 (meters)     528.26  (feet)  COMP
 CR0498  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 CR0498
 CR0498  VERT ORDER  -  SECOND    CLASS 0
 CR0498
 CR0498.This mark is at Tyler Pounds Fld (TYR) Airport (TYR)
 CR0498
 CR0498.The horizontal coordinates were scaled from a topographic map and have
 CR0498.an estimated accuracy of +/- 6 seconds.
 CR0498
 CR0498.The orthometric height was determined by differential leveling
 CR0498.and adjusted by the National Geodetic Survey in June 1991..
 CR0498
 CR0498.The geoid height was determined by GEOID03.
 CR0498
 CR0498.The dynamic height is computed by dividing the NAVD 88
 CR0498.geopotential number by the normal gravity value computed on the
 CR0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0498.degrees latitude (g = 980.6199 gals.).
 CR0498
 CR0498.The modeled gravity was interpolated from observed gravity values.
 CR0498
 CR0498;                    North         East    Units  Estimated Accuracy
 CR0498;SPC TXNC     - 2,081,100.      891,910.      MT  (+/- 180 meters Scaled)
 CR0498
 CR0498                          SUPERSEDED SURVEY CONTROL
 CR0498
 CR0498  NGVD 29 (??/??/92)  161.229  (m)          528.97   (f) ADJ UNCH    2 0
 CR0498
 CR0498.Superseded values are not recommended for survey control.
 CR0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0498.See file dsdata.txt to determine how the superseded data were derived.
 CR0498
 CR0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR743827(NAD 83)
 CR0498_MARKER: DB = BENCH MARK DISK
 CR0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0498_STAMPING: A 1046 1954
 CR0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0498+STABILITY: SURFACE MOTION
 CR0498
 CR0498  HISTORY     - Date     Condition        Report By
 CR0498  HISTORY     - 1954     MONUMENTED       CGS
 CR0498  HISTORY     - 1975     GOOD             NGS
 CR0498  HISTORY     - 1980     GOOD             LOCSUR
 CR0498  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0498
 CR0498                          STATION DESCRIPTION
 CR0498
 CR0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0498'6.0 MI W FROM TYLER.
 CR0498'AT POUNDS FIELD, ABOUT 300 FEET NORTHEAST OF THE TERMINAL BUILDING, AT
 CR0498'THE NORTH END OF A GRASS SURFACE ISLAND DIVIDING THE PARKING AREA, 5
 CR0498'FEET SOUTHWEST OF THE BASE OF A METAL LAMP POST.  62.5 FEET NORTHWEST
 CR0498'OF A CYCLONE FENCE AND 52 FEET SOUTHWEST OF THE SOUTH SIDE OF A METAL
 CR0498'HANGAR, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF
 CR0498'THE GROUND.
 CR0498
 CR0498                          STATION RECOVERY (1975)
 CR0498
 CR0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CR0498'RECOVERED IN GOOD CONDITION.
 CR0498
 CR0498                          STATION RECOVERY (1980)
 CR0498
 CR0498'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CR0498'RECOVERED IN GOOD CONDITION.
 CR0498
 CR0498                          STATION RECOVERY (1996)
 CR0498
 CR0498'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0065 ***********************************************************************
 CT0065  DESIGNATION -  A 1047
 CT0065  PID         -  CT0065
 CT0065  STATE/COUNTY-  TX/PARKER
 CT0065  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0065
 CT0065                         *CURRENT SURVEY CONTROL
 CT0065  ___________________________________________________________________
 CT0065* NAD 83(1986)-  32 47 06.     (N)    098 03 25.     (W)     SCALED    
 CT0065* NAVD 88     -       284.374  (meters)     932.98   (feet)  ADJUSTED  
 CT0065  ___________________________________________________________________
 CT0065  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0065  DYNAMIC HT  -         284.027 (meters)     931.85  (feet)  COMP
 CT0065  MODELED GRAV-     979,410.3   (mgal)                       NAVD 88
 CT0065
 CT0065  VERT ORDER  -  SECOND    CLASS 0
 CT0065
 CT0065.This mark is at Mineral Wells (MWL) Airport (MWL)
 CT0065
 CT0065.The horizontal coordinates were scaled from a topographic map and have
 CT0065.an estimated accuracy of +/- 6 seconds.
 CT0065
 CT0065.The orthometric height was determined by differential leveling
 CT0065.and adjusted by the National Geodetic Survey in June 1991..
 CT0065
 CT0065.The geoid height was determined by GEOID03.
 CT0065
 CT0065.The dynamic height is computed by dividing the NAVD 88
 CT0065.geopotential number by the normal gravity value computed on the
 CT0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0065.degrees latitude (g = 980.6199 gals.).
 CT0065
 CT0065.The modeled gravity was interpolated from observed gravity values.
 CT0065
 CT0065;                    North         East    Units  Estimated Accuracy
 CT0065;SPC TXNC     - 2,124,100.      641,500.      MT  (+/- 180 meters Scaled)
 CT0065
 CT0065                          SUPERSEDED SURVEY CONTROL
 CT0065
 CT0065  NGVD 29 (??/??/92)  284.270  (m)          932.64   (f) ADJ UNCH    2 0
 CT0065
 CT0065.Superseded values are not recommended for survey control.
 CT0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0065.See file dsdata.txt to determine how the superseded data were derived.
 CT0065
 CT0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB883278(NAD 83)
 CT0065_MARKER: DB = BENCH MARK DISK
 CT0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0065_SP_SET: CULVERT
 CT0065_STAMPING: A 1047 1955
 CT0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0065
 CT0065  HISTORY     - Date     Condition        Report By
 CT0065  HISTORY     - 1955     MONUMENTED       CGS
 CT0065  HISTORY     - 1956     GOOD             NGS
 CT0065  HISTORY     - 1968     GOOD             NGS
 CT0065  HISTORY     - 19950820 GOOD             USPSQD
 CT0065  HISTORY     - 19970524 GOOD             USPSQD
 CT0065
 CT0065                          STATION DESCRIPTION
 CT0065
 CT0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0065'4.3 MI SE FROM MINERAL WELLS.
 CT0065'1.3 MILES EAST ALONG U.S. HIGHWAY 180 FROM THE BAKER HOTEL AT MINERAL
 CT0065'WELLS, THENCE 2.5 MILES SOUTHEAST ALONG FARM ROAD 1195, THENCE 0.5
 CT0065'MILE SOUTHEAST ALONG A ROAD LEADING TO THE MINERAL WELLS AIRPORT,
 CT0065'272.7 FEET NORTH OF THE EAST CORNER OF THE ADMINISTRATION BUILDING AT
 CT0065'THE AIRPORT, 226 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE BEACON
 CT0065'TOWER, 51 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CIVIL AIR
 CT0065'PATROL BUILDING, 56.7 FEET EAST OF THE NORTHEAST CORNER OF A SMALL RED
 CT0065'BRICK BUILDING, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL
 CT0065'OF A CULVERT.
 CT0065
 CT0065                          STATION RECOVERY (1968)
 CT0065
 CT0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CT0065'RECOVERED IN GOOD CONDITION.
 CT0065
 CT0065                          STATION RECOVERY (1995)
 CT0065
 CT0065'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0065'RECOVERED IN GOOD CONDITION.
 CT0065
 CT0065                          STATION RECOVERY (1997)
 CT0065
 CT0065'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2326 ***********************************************************************
 CS2326  DESIGNATION -  A 1048
 CS2326  PID         -  CS2326
 CS2326  STATE/COUNTY-  TX/PARKER
 CS2326  USGS QUAD   -  GARNER (1979)
 CS2326
 CS2326                         *CURRENT SURVEY CONTROL
 CS2326  ___________________________________________________________________
 CS2326* NAD 83(1986)-  32 46 46.     (N)    097 57 50.     (W)     SCALED    
 CS2326* NAVD 88     -       295.135  (meters)     968.29   (feet)  ADJUSTED  
 CS2326  ___________________________________________________________________
 CS2326  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CS2326  DYNAMIC HT  -         294.773 (meters)     967.10  (feet)  COMP
 CS2326  MODELED GRAV-     979,405.5   (mgal)                       NAVD 88
 CS2326
 CS2326  VERT ORDER  -  FIRST     CLASS II
 CS2326
 CS2326.The horizontal coordinates were scaled from a topographic map and have
 CS2326.an estimated accuracy of +/- 6 seconds.
 CS2326
 CS2326.The orthometric height was determined by differential leveling
 CS2326.and adjusted by the National Geodetic Survey in June 1991..
 CS2326
 CS2326.The geoid height was determined by GEOID03.
 CS2326
 CS2326.The dynamic height is computed by dividing the NAVD 88
 CS2326.geopotential number by the normal gravity value computed on the
 CS2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2326.degrees latitude (g = 980.6199 gals.).
 CS2326
 CS2326.The modeled gravity was interpolated from observed gravity values.
 CS2326
 CS2326;                    North         East    Units  Estimated Accuracy
 CS2326;SPC TXNC     - 2,123,520.      650,220.      MT  (+/- 180 meters Scaled)
 CS2326
 CS2326                          SUPERSEDED SURVEY CONTROL
 CS2326
 CS2326  NGVD 29 (??/??/92)  295.045  (m)          967.99   (f) ADJ UNCH    1 2
 CS2326
 CS2326.Superseded values are not recommended for survey control.
 CS2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2326.See file dsdata.txt to determine how the superseded data were derived.
 CS2326
 CS2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB970273(NAD 83)
 CS2326_MARKER: DB = BENCH MARK DISK
 CS2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2326_STAMPING: A 1048 1955
 CS2326_MARK LOGO: CGS   
 CS2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2326+STABILITY: SURFACE MOTION
 CS2326
 CS2326  HISTORY     - Date     Condition        Report By
 CS2326  HISTORY     - 1955     MONUMENTED       CGS
 CS2326  HISTORY     - 1983     GOOD             NGS
 CS2326  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2326
 CS2326                          STATION DESCRIPTION
 CS2326
 CS2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CS2326'3.6 MI NE FROM MILLSAP.
 CS2326'3.6 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS2326'STATION AT MILLSAP, AT A ROAD CROSSING, 180 FEET WEST OF THE CENTER
 CS2326'LINE OF A ROAD, 95.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 CS2326'TRACK, 37.6 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A
 CS2326'FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CS2326'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CS2326
 CS2326                          STATION RECOVERY (1983)
 CS2326
 CS2326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2326'RECOVERED IN GOOD CONDITION.
 CS2326
 CS2326                          STATION RECOVERY (2004)
 CS2326
 CS2326'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0194 ***********************************************************************
 CT0194  DESIGNATION -  A 1049
 CT0194  PID         -  CT0194
 CT0194  STATE/COUNTY-  TX/EASTLAND
 CT0194  USGS QUAD   -  CISCO NORTH (1987)
 CT0194
 CT0194                         *CURRENT SURVEY CONTROL
 CT0194  ___________________________________________________________________
 CT0194* NAD 83(1986)-  32 23 31.     (N)    098 58 49.     (W)     SCALED    
 CT0194* NAVD 88     -       494.077  (meters)    1620.98   (feet)  ADJUSTED  
 CT0194  ___________________________________________________________________
 CT0194  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CT0194  DYNAMIC HT  -         493.439 (meters)    1618.89  (feet)  COMP
 CT0194  MODELED GRAV-     979,332.4   (mgal)                       NAVD 88
 CT0194
 CT0194  VERT ORDER  -  FIRST     CLASS II
 CT0194
 CT0194.The horizontal coordinates were scaled from a topographic map and have
 CT0194.an estimated accuracy of +/- 6 seconds.
 CT0194
 CT0194.The orthometric height was determined by differential leveling
 CT0194.and adjusted by the National Geodetic Survey in June 1991..
 CT0194
 CT0194.The geoid height was determined by GEOID03.
 CT0194
 CT0194.The dynamic height is computed by dividing the NAVD 88
 CT0194.geopotential number by the normal gravity value computed on the
 CT0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0194.degrees latitude (g = 980.6199 gals.).
 CT0194
 CT0194.The modeled gravity was interpolated from observed gravity values.
 CT0194
 CT0194;                    North         East    Units  Estimated Accuracy
 CT0194;SPC TXNC     - 2,080,530.      554,810.      MT  (+/- 180 meters Scaled)
 CT0194
 CT0194                          SUPERSEDED SURVEY CONTROL
 CT0194
 CT0194  NGVD 29 (??/??/92)  493.928  (m)         1620.50   (f) ADJ UNCH    1 2
 CT0194
 CT0194.Superseded values are not recommended for survey control.
 CT0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0194.See file dsdata.txt to determine how the superseded data were derived.
 CT0194
 CT0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA018838(NAD 83)
 CT0194_MARKER: DB = BENCH MARK DISK
 CT0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0194_SP_SET: CONCRETE BASE
 CT0194_STAMPING: A 1049 1955
 CT0194_MARK LOGO: CGS   
 CT0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0194
 CT0194  HISTORY     - Date     Condition        Report By
 CT0194  HISTORY     - 1955     MONUMENTED       CGS
 CT0194  HISTORY     - 1983     GOOD             NGS
 CT0194
 CT0194                          STATION DESCRIPTION
 CT0194
 CT0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0194'IN CISCO.
 CT0194'AT CISCO, 56 FEET SOUTH OF THE CENTER OF THE CROSSING OF THE TEXAS AND
 CT0194'PACIFIC RAILROAD AND THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS,
 CT0194'22 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI, KANSAS AND
 CT0194'TEXAS RAILROAD OF TEXAS, 35 FEET SOUTHEAST OF THE CENTER OF THE TICKET
 CT0194'OFFICE WINDOW OF THE TEXAS AND PACIFIC RAILROAD STATION, SET IN THE
 CT0194'TOP OF THE SOUTHEAST SIDE OF THE CONCRETE BASE OF A RADIO ANTENNA.
 CT0194
 CT0194                          STATION RECOVERY (1983)
 CT0194
 CT0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0194'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CISCO, AT
 CT0194'THE INTERSECTION OF CONRAD HILTON AVENUE AND THE MISSOURI PACIFIC
 CT0194'RAILROAD, IN THE EAST EDGE OF THE CONCRETE BASE OF AN ABANDONED
 CT0194'ANTENNA, 160.9 METERS (527.9 FT) EAST OF THE CENTERLINE OF THE AVENUE,
 CT0194'26.6 METERS (87.3 FT) NORTHEAST OF THE CENTER OF EAST 3RD STREET AND
 CT0194'16.9 METERS (55.4 FT) SOUTH OF THE NEAR RAIL.
 CT0194'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0165 ***********************************************************************
 BO0165  DESIGNATION -  A 105
 BO0165  PID         -  BO0165
 BO0165  STATE/COUNTY-  TX/CROCKETT
 BO0165  USGS QUAD   -  MITCHELL CANYON NE (1979)
 BO0165
 BO0165                         *CURRENT SURVEY CONTROL
 BO0165  ___________________________________________________________________
 BO0165* NAD 83(1986)-  30 40 59.     (N)    101 19 45.     (W)     SCALED    
 BO0165* NAVD 88     -       729.454  (meters)    2393.22   (feet)  ADJUSTED  
 BO0165  ___________________________________________________________________
 BO0165  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 BO0165  DYNAMIC HT  -         728.374 (meters)    2389.67  (feet)  COMP
 BO0165  MODELED GRAV-     979,137.4   (mgal)                       NAVD 88
 BO0165
 BO0165  VERT ORDER  -  FIRST     CLASS II
 BO0165
 BO0165.The horizontal coordinates were scaled from a topographic map and have
 BO0165.an estimated accuracy of +/- 6 seconds.
 BO0165
 BO0165.The orthometric height was determined by differential leveling
 BO0165.and adjusted by the National Geodetic Survey in June 1991..
 BO0165
 BO0165.The geoid height was determined by GEOID03.
 BO0165
 BO0165.The dynamic height is computed by dividing the NAVD 88
 BO0165.geopotential number by the normal gravity value computed on the
 BO0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0165.degrees latitude (g = 980.6199 gals.).
 BO0165
 BO0165.The modeled gravity was interpolated from observed gravity values.
 BO0165
 BO0165;                    North         East    Units  Estimated Accuracy
 BO0165;SPC TX C     - 3,113,100.      604,590.      MT  (+/- 180 meters Scaled)
 BO0165
 BO0165                          SUPERSEDED SURVEY CONTROL
 BO0165
 BO0165  NGVD 29 (??/??/92)  729.228  (m)         2392.48   (f) ADJ UNCH    1 2
 BO0165
 BO0165.Superseded values are not recommended for survey control.
 BO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0165.See file dsdata.txt to determine how the superseded data were derived.
 BO0165
 BO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU768967(NAD 83)
 BO0165_MARKER: DB = BENCH MARK DISK
 BO0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0165_SP_SET: BRIDGE
 BO0165_STAMPING: A 105 1933 2392.476
 BO0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0165
 BO0165  HISTORY     - Date     Condition        Report By
 BO0165  HISTORY     - 1933     MONUMENTED       CGS
 BO0165  HISTORY     - 1958     GOOD             NGS
 BO0165
 BO0165                          STATION DESCRIPTION
 BO0165
 BO0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0165'8.4 MI W FROM OZONA.
 BO0165'ABOUT 8.4 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0165'OZONA, IN THE TOP OF BEDROCK SURROUNDED BY A CIRCLE OF LOOSE ROCK, 84
 BO0165'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.3 MILE WEST OF A
 BO0165'CONCRETE BRIDGE, ABOUT 0.2 MILE WEST OF A GATE IN THE NORTH FENCE,
 BO0165'NEAR THE TOP OF A HILL AND ON THE SOUTHWEST SLOPE OF A ROCK HILL, 33
 BO0165'FEET NORTH OF FENCE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0026 ***********************************************************************
 CT0026  DESIGNATION -  A 1050
 CT0026  PID         -  CT0026
 CT0026  STATE/COUNTY-  TX/PALO PINTO
 CT0026  USGS QUAD   -  SANTO (1984)
 CT0026
 CT0026                         *CURRENT SURVEY CONTROL
 CT0026  ___________________________________________________________________
 CT0026* NAD 83(1986)-  32 35 27.     (N)    098 13 56.     (W)     SCALED    
 CT0026* NAVD 88     -       267.919  (meters)     879.00   (feet)  ADJUSTED  
 CT0026  ___________________________________________________________________
 CT0026  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CT0026  DYNAMIC HT  -         267.589 (meters)     877.91  (feet)  COMP
 CT0026  MODELED GRAV-     979,402.0   (mgal)                       NAVD 88
 CT0026
 CT0026  VERT ORDER  -  FIRST     CLASS II
 CT0026
 CT0026.The horizontal coordinates were scaled from a topographic map and have
 CT0026.an estimated accuracy of +/- 6 seconds.
 CT0026
 CT0026.The orthometric height was determined by differential leveling
 CT0026.and adjusted by the National Geodetic Survey in June 1991..
 CT0026
 CT0026.The geoid height was determined by GEOID03.
 CT0026
 CT0026.The dynamic height is computed by dividing the NAVD 88
 CT0026.geopotential number by the normal gravity value computed on the
 CT0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0026.degrees latitude (g = 980.6199 gals.).
 CT0026
 CT0026.The modeled gravity was interpolated from observed gravity values.
 CT0026
 CT0026;                    North         East    Units  Estimated Accuracy
 CT0026;SPC TXNC     - 2,102,510.      625,140.      MT  (+/- 180 meters Scaled)
 CT0026
 CT0026                          SUPERSEDED SURVEY CONTROL
 CT0026
 CT0026  NGVD 29 (??/??/92)  267.831  (m)          878.71   (f) ADJ UNCH    1 2
 CT0026
 CT0026.Superseded values are not recommended for survey control.
 CT0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0026.See file dsdata.txt to determine how the superseded data were derived.
 CT0026
 CT0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB720061(NAD 83)
 CT0026_MARKER: DB = BENCH MARK DISK
 CT0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0026_SP_SET: CONCRETE POST
 CT0026_STAMPING: A 1050 1956
 CT0026_MARK LOGO: CGS   
 CT0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0026+STABILITY: SURFACE MOTION
 CT0026
 CT0026  HISTORY     - Date     Condition        Report By
 CT0026  HISTORY     - 1956     MONUMENTED       CGS
 CT0026  HISTORY     - 19810504 GOOD             CGS
 CT0026  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0026  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0026  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0026
 CT0026                          STATION DESCRIPTION
 CT0026
 CT0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0026'1.35 MI SW FROM SANTO.
 CT0026'1.35 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0026'STATION AT SANTO, 145 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD
 CT0026'CROSSING, 58.4 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 29.5
 CT0026'FEET EAST OF THE EAST RAIL, 21.3 FEET SOUTH OF THE 4TH POLE NORTH OF
 CT0026'MILEPOST 309, 1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 CT0026'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CT0026
 CT0026                          STATION RECOVERY (1981)
 CT0026
 CT0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 CT0026'RECOVERED IN GOOD CONDITION.
 CT0026
 CT0026                          STATION RECOVERY (1998)
 CT0026
 CT0026'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0026'MARK NOT FOUND.
 CT0026
 CT0026                          STATION RECOVERY (2002)
 CT0026
 CT0026'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0026'MARK NOT FOUND.
 CT0026
 CT0026                          STATION RECOVERY (2004)
 CT0026
 CT0026'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1212 ***********************************************************************
 CT1212  DESIGNATION -  A 1050 RESET
 CT1212  PID         -  CT1212
 CT1212  STATE/COUNTY-  TX/PALO PINTO
 CT1212  USGS QUAD   -  SANTO (1984)
 CT1212
 CT1212                         *CURRENT SURVEY CONTROL
 CT1212  ___________________________________________________________________
 CT1212* NAD 83(1986)-  32 35 27.     (N)    098 13 56.     (W)     SCALED    
 CT1212* NAVD 88     -       267.62   (meters)     878.0    (feet)  RESET     
 CT1212  ___________________________________________________________________
 CT1212  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CT1212
 CT1212  VERT ORDER  -  THIRD
 CT1212
 CT1212.The horizontal coordinates were scaled from a topographic map and have
 CT1212.an estimated accuracy of +/- 6 seconds.
 CT1212
 CT1212.The orthometric height was computed from unverified reset data.
 CT1212.No vertical observational check was made to the station.
 CT1212
 CT1212.The geoid height was determined by GEOID03.
 CT1212
 CT1212;                    North         East    Units  Estimated Accuracy
 CT1212;SPC TXNC     - 2,102,510.      625,140.      MT  (+/- 180 meters Scaled)
 CT1212
 CT1212                          SUPERSEDED SURVEY CONTROL
 CT1212
 CT1212  NGVD 29 (01/29/03)  267.53   (m)          877.7    (f) RESET       3  
 CT1212
 CT1212.Superseded values are not recommended for survey control.
 CT1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1212.See file dsdata.txt to determine how the superseded data were derived.
 CT1212
 CT1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB720061(NAD 83)
 CT1212_MARKER: DB = BENCH MARK DISK
 CT1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1212_SP_SET: CONCRETE POST
 CT1212_STAMPING: A 1050 RESET 1981
 CT1212_MARK LOGO: NGS   
 CT1212_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1212+STABILITY: SURFACE MOTION
 CT1212
 CT1212  HISTORY     - Date     Condition        Report By
 CT1212  HISTORY     - 1981     MONUMENTED       NGS
 CT1212  HISTORY     - 19980627 GOOD             USPSQD
 CT1212  HISTORY     - 20020316 GOOD             USPSQD
 CT1212  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT1212
 CT1212                          STATION DESCRIPTION
 CT1212
 CT1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CT1212'FROM THE FIRE STATION IN SANTO, GO SOUTH ON MAIN STREET FOR 0.05 MILE
 CT1212'TO A ROAD RIGHT, TURN RIGHT AND FOLLOW PAVED THEN GRAVEL ROAD ALONG
 CT1212'THE RAILROAD TRACKS WESTERLY FOR 1.4 MILE TO WHERE ROAD CROSSES THE
 CT1212'TRACKS AND THE MARK ON THE RIGHT JUST AFTER CROSSING TRACKS, 33 FEET
 CT1212'WEST OF THE CENTER OF THE GRAVEL ROAD, 27 FEET SOUTH OF THE SOUTH
 CT1212'RAIL AND 1.6 FEET NORTH OF A METAL WITNESS POST, AND FLUSH WITH
 CT1212'GROUND.
 CT1212
 CT1212                          STATION RECOVERY (1998)
 CT1212
 CT1212'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT1212'RECOVERED IN GOOD CONDITION.
 CT1212
 CT1212                          STATION RECOVERY (2002)
 CT1212
 CT1212'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT1212'RECOVERED IN GOOD CONDITION.
 CT1212
 CT1212                          STATION RECOVERY (2004)
 CT1212
 CT1212'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0165 ***********************************************************************
 CT0165  DESIGNATION -  A 1051
 CT0165  PID         -  CT0165
 CT0165  STATE/COUNTY-  TX/EASTLAND
 CT0165  USGS QUAD   -  RANGER (1987)
 CT0165
 CT0165                         *CURRENT SURVEY CONTROL
 CT0165  ___________________________________________________________________
 CT0165* NAD 83(1986)-  32 27 22.     (N)    098 40 50.     (W)     SCALED    
 CT0165* NAVD 88     -       446.906  (meters)    1466.22   (feet)  ADJUSTED  
 CT0165  ___________________________________________________________________
 CT0165  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CT0165  DYNAMIC HT  -         446.333 (meters)    1464.34  (feet)  COMP
 CT0165  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 CT0165
 CT0165  VERT ORDER  -  FIRST     CLASS II
 CT0165
 CT0165.The horizontal coordinates were scaled from a topographic map and have
 CT0165.an estimated accuracy of +/- 6 seconds.
 CT0165
 CT0165.The orthometric height was determined by differential leveling
 CT0165.and adjusted by the National Geodetic Survey in June 1991..
 CT0165
 CT0165.The geoid height was determined by GEOID03.
 CT0165
 CT0165.The dynamic height is computed by dividing the NAVD 88
 CT0165.geopotential number by the normal gravity value computed on the
 CT0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0165.degrees latitude (g = 980.6199 gals.).
 CT0165
 CT0165.The modeled gravity was interpolated from observed gravity values.
 CT0165
 CT0165;                    North         East    Units  Estimated Accuracy
 CT0165;SPC TXNC     - 2,087,560.      583,030.      MT  (+/- 180 meters Scaled)
 CT0165
 CT0165                          SUPERSEDED SURVEY CONTROL
 CT0165
 CT0165  NGVD 29 (??/??/92)  446.765  (m)         1465.76   (f) ADJ UNCH    1 2
 CT0165
 CT0165.Superseded values are not recommended for survey control.
 CT0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0165.See file dsdata.txt to determine how the superseded data were derived.
 CT0165
 CT0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA300910(NAD 83)
 CT0165_MARKER: DB = BENCH MARK DISK
 CT0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0165_STAMPING: A 1051 1956
 CT0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0165+STABILITY: SURFACE MOTION
 CT0165
 CT0165  HISTORY     - Date     Condition        Report By
 CT0165  HISTORY     - 1956     MONUMENTED       CGS
 CT0165  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0165
 CT0165                          STATION DESCRIPTION
 CT0165
 CT0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0165'1.0 MI S FROM RANGER.
 CT0165'0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE TEXAS AND PACIFIC
 CT0165'RAILROAD STATION AT RANGER, THENCE 0.2 MILE SOUTHEAST ALONG BLACKWELL
 CT0165'ROAD, THENCE 0.3 MILE SOUTH ALONG ODDIE STREET, 95.7 FEET WEST OF THE
 CT0165'NORTHWEST CORNER OF THE EAST HANGAR AT THE RANGER AIRPORT, 31 FEET
 CT0165'EAST OF THE CENTER LINE OF THE ENTRANCE ROAD TO THE AIRPORT, 9.6 FEET
 CT0165'EAST OF A FENCE CORNER, 3 FEET SOUTH OF A FENCE, 2.6 FEET WEST OF A
 CT0165'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 CT0165'FOOT ABOVE THE GROUND.
 CT0165
 CT0165                          STATION RECOVERY (2002)
 CT0165
 CT0165'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0250 ***********************************************************************
 CT0250  DESIGNATION -  A 1052
 CT0250  PID         -  CT0250
 CT0250  STATE/COUNTY-  TX/PALO PINTO
 CT0250  USGS QUAD   -  STRAWN WEST (1967)
 CT0250
 CT0250                         *CURRENT SURVEY CONTROL
 CT0250  ___________________________________________________________________
 CT0250* NAD 83(1986)-  32 33 05.     (N)    098 31 39.     (W)     SCALED    
 CT0250* NAVD 88     -       310.306  (meters)    1018.06   (feet)  ADJUSTED  
 CT0250  ___________________________________________________________________
 CT0250  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0250  DYNAMIC HT  -         309.917 (meters)    1016.79  (feet)  COMP
 CT0250  MODELED GRAV-     979,375.5   (mgal)                       NAVD 88
 CT0250
 CT0250  VERT ORDER  -  FIRST     CLASS II
 CT0250
 CT0250.The horizontal coordinates were scaled from a topographic map and have
 CT0250.an estimated accuracy of +/- 6 seconds.
 CT0250
 CT0250.The orthometric height was determined by differential leveling
 CT0250.and adjusted by the National Geodetic Survey in June 1991..
 CT0250
 CT0250.The geoid height was determined by GEOID03.
 CT0250
 CT0250.The dynamic height is computed by dividing the NAVD 88
 CT0250.geopotential number by the normal gravity value computed on the
 CT0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0250.degrees latitude (g = 980.6199 gals.).
 CT0250
 CT0250.The modeled gravity was interpolated from observed gravity values.
 CT0250
 CT0250;                    North         East    Units  Estimated Accuracy
 CT0250;SPC TXNC     - 2,098,110.      597,420.      MT  (+/- 180 meters Scaled)
 CT0250
 CT0250                          SUPERSEDED SURVEY CONTROL
 CT0250
 CT0250  NGVD 29 (??/??/92)  310.196  (m)         1017.70   (f) ADJ UNCH    1 2
 CT0250
 CT0250.Superseded values are not recommended for survey control.
 CT0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0250.See file dsdata.txt to determine how the superseded data were derived.
 CT0250
 CT0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB443016(NAD 83)
 CT0250_MARKER: DB = BENCH MARK DISK
 CT0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0250_SP_SET: CULVERT
 CT0250_STAMPING: A 1052 1956
 CT0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0250
 CT0250  HISTORY     - Date     Condition        Report By
 CT0250  HISTORY     - 1956     MONUMENTED       CGS
 CT0250  HISTORY     - 19980627 GOOD             USPSQD
 CT0250  HISTORY     - 20020320 GOOD             USPSQD
 CT0250
 CT0250                          STATION DESCRIPTION
 CT0250
 CT0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0250'1.8 MI W FROM STRAWN.
 CT0250'1.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0250'AT STRAWN, 2 1/2 POLES WEST OF MILEPOST 328, 23 FEET SOUTH OF THE
 CT0250'SOUTH RAIL, 7 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CT0250'WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 CT0250
 CT0250                          STATION RECOVERY (1998)
 CT0250
 CT0250'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0250'RECOVERED IN GOOD CONDITION.
 CT0250
 CT0250                          STATION RECOVERY (2002)
 CT0250
 CT0250'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CT0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0376 ***********************************************************************
 CT0376  DESIGNATION -  A 1053
 CT0376  PID         -  CT0376
 CT0376  STATE/COUNTY-  TX/EASTLAND
 CT0376  USGS QUAD   -  BERNIE LAKE (1966)
 CT0376
 CT0376                         *CURRENT SURVEY CONTROL
 CT0376  ___________________________________________________________________
 CT0376* NAD 83(1986)-  32 23 20.     (N)    099 03 35.     (W)     SCALED    
 CT0376* NAVD 88     -       514.110  (meters)    1686.71   (feet)  ADJUSTED  
 CT0376  ___________________________________________________________________
 CT0376  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CT0376  DYNAMIC HT  -         513.445 (meters)    1684.53  (feet)  COMP
 CT0376  MODELED GRAV-     979,331.1   (mgal)                       NAVD 88
 CT0376
 CT0376  VERT ORDER  -  FIRST     CLASS II
 CT0376
 CT0376.The horizontal coordinates were scaled from a topographic map and have
 CT0376.an estimated accuracy of +/- 6 seconds.
 CT0376
 CT0376.The orthometric height was determined by differential leveling
 CT0376.and adjusted by the National Geodetic Survey in June 1991..
 CT0376
 CT0376.The geoid height was determined by GEOID03.
 CT0376
 CT0376.The dynamic height is computed by dividing the NAVD 88
 CT0376.geopotential number by the normal gravity value computed on the
 CT0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0376.degrees latitude (g = 980.6199 gals.).
 CT0376
 CT0376.The modeled gravity was interpolated from observed gravity values.
 CT0376
 CT0376;                    North         East    Units  Estimated Accuracy
 CT0376;SPC TXNC     - 2,080,230.      547,340.      MT  (+/- 180 meters Scaled)
 CT0376
 CT0376                          SUPERSEDED SURVEY CONTROL
 CT0376
 CT0376  NGVD 29 (??/??/92)  513.961  (m)         1686.22   (f) ADJ UNCH    1 2
 CT0376
 CT0376.Superseded values are not recommended for survey control.
 CT0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0376.See file dsdata.txt to determine how the superseded data were derived.
 CT0376
 CT0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA943835(NAD 83)
 CT0376_MARKER: DB = BENCH MARK DISK
 CT0376_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CT0376_SP_SET: 23 FEET
 CT0376_STAMPING: A 1053 1956
 CT0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0376
 CT0376  HISTORY     - Date     Condition        Report By
 CT0376  HISTORY     - 1956     MONUMENTED       CGS
 CT0376  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0376
 CT0376                          STATION DESCRIPTION
 CT0376
 CT0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0376'4.9 MI W FROM CISCO.
 CT0376'4.9 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0376'AT CISCO, 13 POLES EAST OF MILEPOST 366, AT THE WEST END OF A CUT, 96
 CT0376'FEET NORTH OF THE NORTH RAIL, 93.7 FEET NORTH OF A BATTERY BOX, 2 FEET
 CT0376'SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, 196.5 FEET NORTH OF
 CT0376'BENCH MARK B 1056, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED
 CT0376'STEEL ROD WHICH IS DRIVEN 23 FEET IN THE GROUND, INCASED IN A 6 INCH
 CT0376'TILE PIPE WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 CT0376
 CT0376                          STATION RECOVERY (1983)
 CT0376
 CT0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0199 ***********************************************************************
 CT0199  DESIGNATION -  A 1054
 CT0199  PID         -  CT0199
 CT0199  STATE/COUNTY-  TX/EASTLAND
 CT0199  USGS QUAD   -  CISCO NORTH (1987)
 CT0199
 CT0199                         *CURRENT SURVEY CONTROL
 CT0199  ___________________________________________________________________
 CT0199* NAD 83(1986)-  32 25 16.     (N)    098 59 52.     (W)     SCALED    
 CT0199* NAVD 88     -       481.563  (meters)    1579.93   (feet)  ADJUSTED  
 CT0199  ___________________________________________________________________
 CT0199  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CT0199  DYNAMIC HT  -         480.942 (meters)    1577.89  (feet)  COMP
 CT0199  MODELED GRAV-     979,336.1   (mgal)                       NAVD 88
 CT0199
 CT0199  VERT ORDER  -  FIRST     CLASS II
 CT0199
 CT0199.This mark is at Cisco Municipal Airport (3F2)
 CT0199
 CT0199.The horizontal coordinates were scaled from a topographic map and have
 CT0199.an estimated accuracy of +/- 6 seconds.
 CT0199
 CT0199.The orthometric height was determined by differential leveling
 CT0199.and adjusted by the National Geodetic Survey in June 1991..
 CT0199
 CT0199.The geoid height was determined by GEOID03.
 CT0199
 CT0199.The dynamic height is computed by dividing the NAVD 88
 CT0199.geopotential number by the normal gravity value computed on the
 CT0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0199.degrees latitude (g = 980.6199 gals.).
 CT0199
 CT0199.The modeled gravity was interpolated from observed gravity values.
 CT0199
 CT0199;                    North         East    Units  Estimated Accuracy
 CT0199;SPC TXNC     - 2,083,770.      553,180.      MT  (+/- 180 meters Scaled)
 CT0199
 CT0199                          SUPERSEDED SURVEY CONTROL
 CT0199
 CT0199  NGVD 29 (??/??/92)  481.414  (m)         1579.44   (f) ADJ UNCH    1 2
 CT0199
 CT0199.Superseded values are not recommended for survey control.
 CT0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0199.See file dsdata.txt to determine how the superseded data were derived.
 CT0199
 CT0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA002871(NAD 83)
 CT0199_MARKER: DB = BENCH MARK DISK
 CT0199_SETTING: 80 = SET IN A BOULDER
 CT0199_SP_SET: BOULDER
 CT0199_STAMPING: A 1054 1956
 CT0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0199+STABILITY: SURFACE MOTION
 CT0199
 CT0199  HISTORY     - Date     Condition        Report By
 CT0199  HISTORY     - 1956     MONUMENTED       CGS
 CT0199
 CT0199                          STATION DESCRIPTION
 CT0199
 CT0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0199'2.7 MI N FROM CISCO.
 CT0199'2.1 MILES NORTH ALONG U.S. HIGHWAY 380 FROM THE TEXAS AND PACIFIC
 CT0199'RAILROAD STATION AT CISCO, THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD,
 CT0199'AT THE ENTRANCE TO THE CISCO AIRPORT, 55 FEET NORTH OF THE CENTER LINE
 CT0199'OF A GRAVELED ROAD, 18 FEET NORTH OF A FENCE, 18 FEET NORTH OF A
 CT0199'WITNESS POST, 64 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 CT0199'CONCRETE CULVERT, 32 FEET WEST OF THE CENTER OF A SMALL DRAW, 56 FEET
 CT0199'EAST OF A POWER POLE, FLUSH WITH THE GROUND, SET IN THE TOP OF A LARGE
 CT0199'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0551 ***********************************************************************
 CT0551  DESIGNATION -  A 1055
 CT0551  PID         -  CT0551
 CT0551  STATE/COUNTY-  TX/TAYLOR
 CT0551  USGS QUAD   -  ABILENE WEST (1987)
 CT0551
 CT0551                         *CURRENT SURVEY CONTROL
 CT0551  ___________________________________________________________________
 CT0551* NAD 83(1986)-  32 25 16.     (N)    099 50 42.     (W)     SCALED    
 CT0551* NAVD 88     -       540.981  (meters)    1774.87   (feet)  ADJUSTED  
 CT0551  ___________________________________________________________________
 CT0551  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CT0551  DYNAMIC HT  -         540.277 (meters)    1772.56  (feet)  COMP
 CT0551  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 CT0551
 CT0551  VERT ORDER  -  FIRST     CLASS II
 CT0551
 CT0551.The horizontal coordinates were scaled from a topographic map and have
 CT0551.an estimated accuracy of +/- 6 seconds.
 CT0551
 CT0551.The orthometric height was determined by differential leveling
 CT0551.and adjusted by the National Geodetic Survey in June 1991..
 CT0551
 CT0551.The geoid height was determined by GEOID03.
 CT0551
 CT0551.The dynamic height is computed by dividing the NAVD 88
 CT0551.geopotential number by the normal gravity value computed on the
 CT0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0551.degrees latitude (g = 980.6199 gals.).
 CT0551
 CT0551.The modeled gravity was interpolated from observed gravity values.
 CT0551
 CT0551;                    North         East    Units  Estimated Accuracy
 CT0551;SPC TXNC     - 2,084,470.      473,500.      MT  (+/- 180 meters Scaled)
 CT0551
 CT0551                          SUPERSEDED SURVEY CONTROL
 CT0551
 CT0551  NGVD 29 (??/??/92)  540.811  (m)         1774.31   (f) ADJ UNCH    1 2
 CT0551
 CT0551.Superseded values are not recommended for survey control.
 CT0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0551.See file dsdata.txt to determine how the superseded data were derived.
 CT0551
 CT0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA205874(NAD 83)
 CT0551_MARKER: DB = BENCH MARK DISK
 CT0551_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CT0551+WITH SETTING: PAVEMENT
 CT0551_SP_SET: HANGER FOUNDATION
 CT0551_STAMPING: A 1055 1956
 CT0551_MARK LOGO: CGS   
 CT0551_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0551+STABILITY: SURFACE MOTION
 CT0551
 CT0551  HISTORY     - Date     Condition        Report By
 CT0551  HISTORY     - 1956     MONUMENTED       CGS
 CT0551  HISTORY     - 1961     GOOD             NGS
 CT0551  HISTORY     - 19990531 GOOD             LOCENG
 CT0551
 CT0551                          STATION DESCRIPTION
 CT0551
 CT0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0551'8.1 MI SW FROM ABILENE.
 CT0551'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0551'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG A OILED ROAD, THENCE 1.95
 CT0551'MILES SOUTHWEST ALONG THE MAIN ACCESS ROAD OF THE ABILENE AIR FORCE
 CT0551'BASE TO A TRAFFIC CIRCLE, THENCE 0.65 MILE WEST ALONG AVENUE B, THENCE
 CT0551'0.3 MILE SOUTH ALONG 2ND STREET, THENCE 0.1 MILE WEST TO THE NORTH
 CT0551'HANGAR, 40 FEET WEST OF THE NORTHEAST CORNER OF THE HANGAR, SET IN THE
 CT0551'TOP OF THE CONCRETE FOUNDATION OF THE NORTH DOOR OF THE HANGAR.
 CT0551
 CT0551                          STATION RECOVERY (1961)
 CT0551
 CT0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0551'RECOVERED IN GOOD CONDITION.
 CT0551
 CT0551                          STATION RECOVERY (1999)
 CT0551
 CT0551'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999
 CT0551'RECOVERED IN GOOD CONDITION.  NOTE--NOT GOOD FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0156 ***********************************************************************
 CU0156  DESIGNATION -  A 1056
 CU0156  PID         -  CU0156
 CU0156  STATE/COUNTY-  TX/TAYLOR
 CU0156  USGS QUAD   -  CHALK PEAK (1984)
 CU0156
 CU0156                         *CURRENT SURVEY CONTROL
 CU0156  ___________________________________________________________________
 CU0156* NAD 83(1986)-  32 29 34.     (N)    100 08 33.     (W)     SCALED    
 CU0156* NAVD 88     -       595.467  (meters)    1953.63   (feet)  ADJUSTED  
 CU0156  ___________________________________________________________________
 CU0156  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CU0156  DYNAMIC HT  -         594.689 (meters)    1951.08  (feet)  COMP
 CU0156  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 CU0156
 CU0156  VERT ORDER  -  FIRST     CLASS II
 CU0156
 CU0156.The horizontal coordinates were scaled from a topographic map and have
 CU0156.an estimated accuracy of +/- 6 seconds.
 CU0156
 CU0156.The orthometric height was determined by differential leveling
 CU0156.and adjusted by the National Geodetic Survey in June 1991..
 CU0156
 CU0156.The geoid height was determined by GEOID03.
 CU0156
 CU0156.The dynamic height is computed by dividing the NAVD 88
 CU0156.geopotential number by the normal gravity value computed on the
 CU0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0156.degrees latitude (g = 980.6199 gals.).
 CU0156
 CU0156.The modeled gravity was interpolated from observed gravity values.
 CU0156
 CU0156;                    North         East    Units  Estimated Accuracy
 CU0156;SPC TXNC     - 2,092,820.      445,650.      MT  (+/- 180 meters Scaled)
 CU0156
 CU0156                          SUPERSEDED SURVEY CONTROL
 CU0156
 CU0156  NGVD 29 (??/??/92)  595.288  (m)         1953.04   (f) ADJ UNCH    1 2
 CU0156
 CU0156.Superseded values are not recommended for survey control.
 CU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0156.See file dsdata.txt to determine how the superseded data were derived.
 CU0156
 CU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA926956(NAD 83)
 CU0156_MARKER: DB = BENCH MARK DISK
 CU0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0156_SP_SET: ABUTMENT
 CU0156_STAMPING: A 1056 1956
 CU0156_MARK LOGO: CGS   
 CU0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0156
 CU0156  HISTORY     - Date     Condition        Report By
 CU0156  HISTORY     - 1956     MONUMENTED       CGS
 CU0156  HISTORY     - 1982     GOOD             NGS
 CU0156
 CU0156                          STATION DESCRIPTION
 CU0156
 CU0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0156'1.3 MI NW FROM TRENT.
 CU0156'1.3 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0156'STATION AT TRENT, 10 1/2 POLES SOUTHEAST OF MILEPOST 431, 10.3 FEET
 CU0156'SOUTH OF THE SOUTH RAIL, 9 POLES SOUTHEAST OF THE NOLAN AND TAYLOR
 CU0156'COUNTY LINE, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CU0156'SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE UNDERPASS OF OLD U.S.
 CU0156'HIGHWAY 80.
 CU0156
 CU0156                          STATION RECOVERY (1982)
 CU0156
 CU0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0156'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0156'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0156'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0156'20.8 KM (12.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, THENCE 0.4 KM
 CU0156'(0.25 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD, IN TOP OF THE
 CU0156'SOUTH END OF THE WEST ABUTMENT OF A RAILROAD BRIDGE OVER A PAVED ROAD
 CU0156'(OLD U.S. HIGHWAY 80) AND 3.1 METERS (10.2 FT) SOUTH OF THE NEAR RAIL.
 CU0156'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0087 ***********************************************************************
 CU0087  DESIGNATION -  A 1057
 CU0087  PID         -  CU0087
 CU0087  STATE/COUNTY-  TX/NOLAN
 CU0087  USGS QUAD   -  ESKOTA (1987)
 CU0087
 CU0087                         *CURRENT SURVEY CONTROL
 CU0087  ___________________________________________________________________
 CU0087* NAD 83(1986)-  32 31 08.     (N)    100 17 33.     (W)     SCALED    
 CU0087* NAVD 88     -       597.496  (meters)    1960.28   (feet)  POSTED    
 CU0087  ___________________________________________________________________
 CU0087  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CU0087  DYNAMIC HT  -         596.700 (meters)    1957.67  (feet)  COMP
 CU0087  MODELED GRAV-     979,293.4   (mgal)                       NAVD 88
 CU0087
 CU0087  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0087
 CU0087.The horizontal coordinates were scaled from a topographic map and have
 CU0087.an estimated accuracy of +/- 6 seconds.
 CU0087
 CU0087.The orthometric height was determined by differential leveling
 CU0087.and adjusted by the National Geodetic Survey in 1992..
 CU0087.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0087.rate of 0.0 thru 1.0 mm/km.
 CU0087
 CU0087.The geoid height was determined by GEOID03.
 CU0087
 CU0087.The dynamic height is computed by dividing the NAVD 88
 CU0087.geopotential number by the normal gravity value computed on the
 CU0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0087.degrees latitude (g = 980.6199 gals.).
 CU0087
 CU0087.The modeled gravity was interpolated from observed gravity values.
 CU0087
 CU0087;                    North         East    Units  Estimated Accuracy
 CU0087;SPC TXNC     - 2,095,940.      431,600.      MT  (+/- 180 meters Scaled)
 CU0087
 CU0087                          SUPERSEDED SURVEY CONTROL
 CU0087
 CU0087  NGVD 29 (??/??/92)  597.293  (m)         1959.62   (f) ADJ UNCH    1 2
 CU0087
 CU0087.Superseded values are not recommended for survey control.
 CU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0087.See file dsdata.txt to determine how the superseded data were derived.
 CU0087
 CU0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA786986(NAD 83)
 CU0087_MARKER: DB = BENCH MARK DISK
 CU0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0087_STAMPING: A 1057 1956
 CU0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0087+STABILITY: SURFACE MOTION
 CU0087
 CU0087  HISTORY     - Date     Condition        Report By
 CU0087  HISTORY     - 1956     MONUMENTED       CGS
 CU0087
 CU0087                          STATION DESCRIPTION
 CU0087
 CU0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0087'7.8 MI NE FROM SWEETWATER.
 CU0087'7.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0087'STATION AT SWEETWATER, 42 FEET NORTHWEST OF THE CENTER LINE OF AN
 CU0087'OILED ROAD, 37.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6.2 FEET
 CU0087'NORTHEAST OF MILEPOST 440, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN
 CU0087'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0299 ***********************************************************************
 CU0299  DESIGNATION -  A 1058
 CU0299  PID         -  CU0299
 CU0299  STATE/COUNTY-  TX/MITCHELL
 CU0299  USGS QUAD   -  COLORADO CITY (1979)
 CU0299
 CU0299                         *CURRENT SURVEY CONTROL
 CU0299  ___________________________________________________________________
 CU0299* NAD 83(1986)-  32 23 21.     (N)    100 48 16.     (W)     SCALED    
 CU0299* NAVD 88     -       675.600  (meters)    2216.53   (feet)  ADJUSTED  
 CU0299  ___________________________________________________________________
 CU0299  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CU0299  DYNAMIC HT  -         674.697 (meters)    2213.57  (feet)  COMP
 CU0299  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 CU0299
 CU0299  VERT ORDER  -  FIRST     CLASS II
 CU0299
 CU0299.The horizontal coordinates were scaled from a topographic map and have
 CU0299.an estimated accuracy of +/- 6 seconds.
 CU0299
 CU0299.The orthometric height was determined by differential leveling
 CU0299.and adjusted by the National Geodetic Survey in June 1991..
 CU0299
 CU0299.The geoid height was determined by GEOID03.
 CU0299
 CU0299.The dynamic height is computed by dividing the NAVD 88
 CU0299.geopotential number by the normal gravity value computed on the
 CU0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0299.degrees latitude (g = 980.6199 gals.).
 CU0299
 CU0299.The modeled gravity was interpolated from observed gravity values.
 CU0299
 CU0299;                    North         East    Units  Estimated Accuracy
 CU0299;SPC TXNC     - 2,082,500.      383,200.      MT  (+/- 180 meters Scaled)
 CU0299
 CU0299                          SUPERSEDED SURVEY CONTROL
 CU0299
 CU0299  NGVD 29 (??/??/92)  675.378  (m)         2215.80   (f) ADJ UNCH    1 2
 CU0299
 CU0299.Superseded values are not recommended for survey control.
 CU0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0299.See file dsdata.txt to determine how the superseded data were derived.
 CU0299
 CU0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA302850(NAD 83)
 CU0299_MARKER: DB = BENCH MARK DISK
 CU0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0299_STAMPING: A 1058 1956
 CU0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0299+STABILITY: SURFACE MOTION
 CU0299
 CU0299  HISTORY     - Date     Condition        Report By
 CU0299  HISTORY     - 1956     MONUMENTED       CGS
 CU0299
 CU0299                          STATION DESCRIPTION
 CU0299
 CU0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0299'3.8 MI E FROM COLORADO CITY.
 CU0299'3.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0299'AT COLORADO CITY, 4 POLES WEST OF MILEPOST 472, 72 FEET NORTHWEST OF
 CU0299'THE CENTER OF A ROAD CROSSING, 37.2 FEET NORTH OF THE NORTH RAIL OF
 CU0299'THE MAIN TRACK, 4.7 FEET SOUTH OF TELEPHONE POLE 10965, 10.2 FEET
 CU0299'SOUTH OF A FENCE, 2.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 CU0299'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0588 ***********************************************************************
 CU0588  DESIGNATION -  A 1059
 CU0588  PID         -  CU0588
 CU0588  STATE/COUNTY-  TX/HOWARD
 CU0588  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0588
 CU0588                         *CURRENT SURVEY CONTROL
 CU0588  ___________________________________________________________________
 CU0588* NAD 83(1986)-  32 15 00.     (N)    101 29 24.     (W)     SCALED    
 CU0588* NAVD 88     -       733.045  (meters)    2405.00   (feet)  ADJUSTED  
 CU0588  ___________________________________________________________________
 CU0588  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CU0588  DYNAMIC HT  -         732.038 (meters)    2401.69  (feet)  COMP
 CU0588  MODELED GRAV-     979,242.3   (mgal)                       NAVD 88
 CU0588
 CU0588  VERT ORDER  -  FIRST     CLASS II
 CU0588
 CU0588.The horizontal coordinates were scaled from a topographic map and have
 CU0588.an estimated accuracy of +/- 6 seconds.
 CU0588
 CU0588.The orthometric height was determined by differential leveling
 CU0588.and adjusted by the National Geodetic Survey in June 1991..
 CU0588
 CU0588.The geoid height was determined by GEOID03.
 CU0588
 CU0588.The dynamic height is computed by dividing the NAVD 88
 CU0588.geopotential number by the normal gravity value computed on the
 CU0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0588.degrees latitude (g = 980.6199 gals.).
 CU0588
 CU0588.The modeled gravity was interpolated from observed gravity values.
 CU0588
 CU0588;                    North         East    Units  Estimated Accuracy
 CU0588;SPC TXNC     - 2,068,700.      318,280.      MT  (+/- 180 meters Scaled)
 CU0588
 CU0588                          SUPERSEDED SURVEY CONTROL
 CU0588
 CU0588  NGVD 29 (??/??/92)  732.775  (m)         2404.11   (f) ADJ UNCH    1 2
 CU0588
 CU0588.Superseded values are not recommended for survey control.
 CU0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0588.See file dsdata.txt to determine how the superseded data were derived.
 CU0588
 CU0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA654708(NAD 83)
 CU0588_MARKER: DB = BENCH MARK DISK
 CU0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0588_SP_SET: FOUNDATION
 CU0588_STAMPING: A 1059 1956
 CU0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0588
 CU0588  HISTORY     - Date     Condition        Report By
 CU0588  HISTORY     - 1956     MONUMENTED       CGS
 CU0588  HISTORY     - 1958     GOOD             NGS
 CU0588
 CU0588                          STATION DESCRIPTION
 CU0588
 CU0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0588'0.65 MI SW FROM BIG SPRING.
 CU0588'0.65 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0588'STATION AT BIG SPRING, 56.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 CU0588'THE MAIN TRACK, 13.5 FEET NORTHWEST OF MILEPOST 514, 40 FEET SOUTHWEST
 CU0588'OF THE EXTENDED CENTER LINE OF SAN ANTONIO STREET WHICH LEADS
 CU0588'SOUTHEAST, 2.6 FEET ABOVE THE GROUND, SET IN THE TOP OF THE WEST
 CU0588'CORNER OF THE CONCRETE FOUNDATION OF A STEEL TOWER.
 CU0588
 CU0588                          STATION RECOVERY (1958)
 CU0588
 CU0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CU0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0356 ***********************************************************************
 BO0356  DESIGNATION -  A 106
 BO0356  PID         -  BO0356
 BO0356  STATE/COUNTY-  TX/PECOS
 BO0356  USGS QUAD   -  DIVIDE COUNTRY (1967)
 BO0356
 BO0356                         *CURRENT SURVEY CONTROL
 BO0356  ___________________________________________________________________
 BO0356* NAD 83(1986)-  30 48 07.     (N)    101 58 35.     (W)     SCALED    
 BO0356* NAVD 88     -       734.668  (meters)    2410.32   (feet)  ADJUSTED  
 BO0356  ___________________________________________________________________
 BO0356  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 BO0356  DYNAMIC HT  -         733.592 (meters)    2406.79  (feet)  COMP
 BO0356  MODELED GRAV-     979,151.6   (mgal)                       NAVD 88
 BO0356
 BO0356  VERT ORDER  -  FIRST     CLASS II
 BO0356
 BO0356.The horizontal coordinates were scaled from a topographic map and have
 BO0356.an estimated accuracy of +/- 6 seconds.
 BO0356
 BO0356.The orthometric height was determined by differential leveling
 BO0356.and adjusted by the National Geodetic Survey in June 1991..
 BO0356
 BO0356.The geoid height was determined by GEOID03.
 BO0356
 BO0356.The dynamic height is computed by dividing the NAVD 88
 BO0356.geopotential number by the normal gravity value computed on the
 BO0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0356.degrees latitude (g = 980.6199 gals.).
 BO0356
 BO0356.The modeled gravity was interpolated from observed gravity values.
 BO0356
 BO0356;                    North         East    Units  Estimated Accuracy
 BO0356;SPC TX C     - 3,127,010.      542,780.      MT  (+/- 180 meters Scaled)
 BO0356
 BO0356                          SUPERSEDED SURVEY CONTROL
 BO0356
 BO0356  NGVD 29 (??/??/92)  734.423  (m)         2409.52   (f) ADJ UNCH    1 2
 BO0356
 BO0356.Superseded values are not recommended for survey control.
 BO0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0356.See file dsdata.txt to determine how the superseded data were derived.
 BO0356
 BO0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV152114(NAD 83)
 BO0356_MARKER: DB = BENCH MARK DISK
 BO0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0356_SP_SET: CULVERT
 BO0356_STAMPING: A 106 1933 2409.519
 BO0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0356
 BO0356  HISTORY     - Date     Condition        Report By
 BO0356  HISTORY     - 1933     MONUMENTED       CGS
 BO0356  HISTORY     - 1958     GOOD             NGS
 BO0356
 BO0356                          STATION DESCRIPTION
 BO0356
 BO0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0356'14.1 MI W FROM SHEFFIELD.
 BO0356'ABOUT 14.1 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0356'SHEFFIELD, IN THE TOP OF A FLAT ROCK OUTCROP PROJECTING 1 FOOT ON THE
 BO0356'SOUTHWEST SIDE, 154 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BO0356'ABOUT 0.6 MILE NORTHWEST OF THE NORTHWEST END OF A CURVE IN THE
 BO0356'HIGHWAY, 211 FEET EAST OF THE SOUTHEAST END OF A CONCRETE HEADWALL OF
 BO0356'A CULVERT NEAR HIGHWAY MARKER NUMBER 340, 103 FEET NORTHWEST OF THE
 BO0356'NORTHWEST FENCE OF A WIRE CORRAL, 100 1/2 FEET NORTHEAST OF THE
 BO0356'NORTHEAST HIGHWAY RIGHT OF WAY FENCE, AND ABOUT 9 FEET ABOVE THE LEVEL
 BO0356'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0559 ***********************************************************************
 CU0559  DESIGNATION -  A 1060
 CU0559  PID         -  CU0559
 CU0559  STATE/COUNTY-  TX/HOWARD
 CU0559  USGS QUAD   -  COAHOMA (1971)
 CU0559
 CU0559                         *CURRENT SURVEY CONTROL
 CU0559  ___________________________________________________________________
 CU0559* NAD 83(1986)-  32 18 10.     (N)    101 15 33.     (W)     SCALED    
 CU0559* NAVD 88     -       718.277  (meters)    2356.55   (feet)  ADJUSTED  
 CU0559  ___________________________________________________________________
 CU0559  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CU0559  DYNAMIC HT  -         717.305 (meters)    2353.36  (feet)  COMP
 CU0559  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 CU0559
 CU0559  VERT ORDER  -  FIRST     CLASS II
 CU0559
 CU0559.The horizontal coordinates were scaled from a topographic map and have
 CU0559.an estimated accuracy of +/- 6 seconds.
 CU0559
 CU0559.The orthometric height was determined by differential leveling
 CU0559.and adjusted by the National Geodetic Survey in June 1991..
 CU0559
 CU0559.The geoid height was determined by GEOID03.
 CU0559
 CU0559.The dynamic height is computed by dividing the NAVD 88
 CU0559.geopotential number by the normal gravity value computed on the
 CU0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0559.degrees latitude (g = 980.6199 gals.).
 CU0559
 CU0559.The modeled gravity was interpolated from observed gravity values.
 CU0559
 CU0559;                    North         East    Units  Estimated Accuracy
 CU0559;SPC TXNC     - 2,073,950.      340,180.      MT  (+/- 180 meters Scaled)
 CU0559
 CU0559                          SUPERSEDED SURVEY CONTROL
 CU0559
 CU0559  NGVD 29 (??/??/92)  718.029  (m)         2355.73   (f) ADJ UNCH    1 2
 CU0559
 CU0559.Superseded values are not recommended for survey control.
 CU0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0559.See file dsdata.txt to determine how the superseded data were derived.
 CU0559
 CU0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA872762(NAD 83)
 CU0559_MARKER: DB = BENCH MARK DISK
 CU0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0559_STAMPING: A 1060 1956
 CU0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0559+STABILITY: SURFACE MOTION
 CU0559
 CU0559  HISTORY     - Date     Condition        Report By
 CU0559  HISTORY     - 1956     MONUMENTED       CGS
 CU0559  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0559
 CU0559                          STATION DESCRIPTION
 CU0559
 CU0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0559'2.8 MI NE FROM COAHOMA.
 CU0559'2.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0559'STATION AT COAHOMA, 104 FEET NORTH OF THE CENTER LINE OF OLD U.S.
 CU0559'HIGHWAY 80, 37.5 FEET SOUTH OF THE SOUTH RAIL, 14.5 FEET EAST OF THE
 CU0559'5TH POLE WEST OF MILEPOST 500, 2.4 FEET WEST OF A WITNESS POST, 4 FEET
 CU0559'BELOW THE TOP OT THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 CU0559'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CU0559
 CU0559                          STATION RECOVERY (1982)
 CU0559
 CU0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0045 ***********************************************************************
 CV0045  DESIGNATION -  A 1061
 CV0045  PID         -  CV0045
 CV0045  STATE/COUNTY-  TX/MIDLAND
 CV0045  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0045
 CV0045                         *CURRENT SURVEY CONTROL
 CV0045  ___________________________________________________________________
 CV0045* NAD 83(1986)-  32 00 11.     (N)    102 03 34.     (W)     SCALED    
 CV0045* NAVD 88     -       843.971  (meters)    2768.93   (feet)  ADJUSTED  
 CV0045  ___________________________________________________________________
 CV0045  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CV0045  DYNAMIC HT  -         842.784 (meters)    2765.03  (feet)  COMP
 CV0045  MODELED GRAV-     979,205.8   (mgal)                       NAVD 88
 CV0045
 CV0045  VERT ORDER  -  FIRST     CLASS II
 CV0045
 CV0045.The horizontal coordinates were scaled from a topographic map and have
 CV0045.an estimated accuracy of +/- 6 seconds.
 CV0045
 CV0045.The orthometric height was determined by differential leveling
 CV0045.and adjusted by the National Geodetic Survey in June 1991..
 CV0045
 CV0045.The geoid height was determined by GEOID03.
 CV0045
 CV0045.The dynamic height is computed by dividing the NAVD 88
 CV0045.geopotential number by the normal gravity value computed on the
 CV0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0045.degrees latitude (g = 980.6199 gals.).
 CV0045
 CV0045.The modeled gravity was interpolated from observed gravity values.
 CV0045
 CV0045;                    North         East    Units  Estimated Accuracy
 CV0045;SPC TX C     - 3,260,280.      536,900.      MT  (+/- 180 meters Scaled)
 CV0045
 CV0045                          SUPERSEDED SURVEY CONTROL
 CV0045
 CV0045.No superseded survey control is available for this station.
 CV0045
 CV0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR777445(NAD 83)
 CV0045_MARKER: DB = BENCH MARK DISK
 CV0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0045_STAMPING: A 1061 1956
 CV0045_MARK LOGO: CGS   
 CV0045_PROJECTION: PROJECTING 10 CENTIMETERS
 CV0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0045+STABILITY: SURFACE MOTION
 CV0045
 CV0045  HISTORY     - Date     Condition        Report By
 CV0045  HISTORY     - 1956     MONUMENTED       CGS
 CV0045  HISTORY     - 1967     GOOD             NGS
 CV0045  HISTORY     - 1982     GOOD             NGS
 CV0045  HISTORY     - 20000402 GOOD             LOCSUR
 CV0045
 CV0045                          STATION DESCRIPTION
 CV0045
 CV0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CV0045'1.1 MI NE FROM MIDLAND.
 CV0045'ABOUT 1.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CV0045'THE STATION AT MIDLAND, 25 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 CV0045'THE MAIN TRACK, 72 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 CV0045'80, 44 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY, 16 1/2
 CV0045'FEET NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 2
 CV0045'INCHES SOUTHWEST OF A 4- X 4-INCH WOODEN WITNESS POST, ABOUT 1 1/2
 CV0045'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CV0045'POST WHICH PROJECTS 2 INCHES.
 CV0045
 CV0045                          STATION RECOVERY (1982)
 CV0045
 CV0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0045'1.5 KM (0.95 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CV0045'FROM THE POST OFFICE IN MIDLAND, 19.2 METERS (63.0 FT) SOUTHEAST OF
 CV0045'THE CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 80, 7.9 METERS
 CV0045'(25.9 FT) NORTHWEST OF THE NEAR RAIL AND 5.0 METERS (16.4 FT)
 CV0045'NORTHEAST OF A UTILITY POLE.
 CV0045'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CV0045'THE MARK IS 0.3 M BELOW THE TRACKS.
 CV0045
 CV0045                          STATION RECOVERY (2000)
 CV0045
 CV0045'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JW)
 CV0045'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0055 ***********************************************************************
 CC0055  DESIGNATION -  A 1062
 CC0055  PID         -  CC0055
 CC0055  STATE/COUNTY-  TX/ECTOR
 CC0055  USGS QUAD   -  ODESSA SW (1981)
 CC0055
 CC0055                         *CURRENT SURVEY CONTROL
 CC0055  ___________________________________________________________________
 CC0055* NAD 83(1986)-  31 50 04.     (N)    102 23 07.     (W)     SCALED    
 CC0055* NAVD 88     -       882.512  (meters)    2895.37   (feet)  ADJUSTED  
 CC0055  ___________________________________________________________________
 CC0055  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CC0055  DYNAMIC HT  -         881.265 (meters)    2891.28  (feet)  COMP
 CC0055  MODELED GRAV-     979,196.3   (mgal)                       NAVD 88
 CC0055
 CC0055  VERT ORDER  -  FIRST     CLASS II
 CC0055
 CC0055.The horizontal coordinates were scaled from a topographic map and have
 CC0055.an estimated accuracy of +/- 6 seconds.
 CC0055
 CC0055.The orthometric height was determined by differential leveling
 CC0055.and adjusted by the National Geodetic Survey in June 1991..
 CC0055
 CC0055.The geoid height was determined by GEOID03.
 CC0055
 CC0055.The dynamic height is computed by dividing the NAVD 88
 CC0055.geopotential number by the normal gravity value computed on the
 CC0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0055.degrees latitude (g = 980.6199 gals.).
 CC0055
 CC0055.The modeled gravity was interpolated from observed gravity values.
 CC0055
 CC0055;                    North         East    Units  Estimated Accuracy
 CC0055;SPC TX C     - 3,242,110.      505,770.      MT  (+/- 180 meters Scaled)
 CC0055
 CC0055                          SUPERSEDED SURVEY CONTROL
 CC0055
 CC0055  NGVD 29 (??/??/92)  882.123  (m)         2894.10   (f) ADJ UNCH    1 2
 CC0055
 CC0055.Superseded values are not recommended for survey control.
 CC0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0055.See file dsdata.txt to determine how the superseded data were derived.
 CC0055
 CC0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR474250(NAD 83)
 CC0055_MARKER: DB = BENCH MARK DISK
 CC0055_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0055_SP_SET: 17.5 FT
 CC0055_STAMPING: A 1062 1956
 CC0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0055
 CC0055  HISTORY     - Date     Condition        Report By
 CC0055  HISTORY     - 1956     MONUMENTED       CGS
 CC0055  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0055
 CC0055                          STATION DESCRIPTION
 CC0055
 CC0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0055'1.2 MI SW FROM ODESSA.
 CC0055'1.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0055'STATION AT ODESSA, 9 POLES NORTHEAST OF MILEPOST 575, 82.9 FEET
 CC0055'NORTHEAST OF THE EAST CORNER OF A SHEET METAL BUILDING WHICH BELONGS
 CC0055'TO THE WESTERN STEEL PRODUCTS COMPANY, 13.8 FEET SOUTHEAST OF THE
 CC0055'SOUTHEAST RAIL OF A SIDE TRACK, 40 FEET SOUTH OF THE EAST CORNER OF
 CC0055'THE WEST TEXAS CONCRETE COMPANY LOADING DOCKS, 5.6 FEET NORTHEAST OF A
 CC0055'POWER POLE, 2.3 FEET SOUTHWEST OF A WITNESS POST, 28.2 FEET NORTHWEST
 CC0055'OF THE NORTHWEST RAIL OF THE MAIN TRACK, CLAMPED ON THE TOP OF A 1/2
 CC0055'INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 17.5 FEET IN THE GROUND,
 CC0055'INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE
 CC0055'GROUND.
 CC0055
 CC0055                          STATION RECOVERY (1982)
 CC0055
 CC0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0214 ***********************************************************************
 CC0214  DESIGNATION -  A 1063
 CC0214  PID         -  CC0214
 CC0214  STATE/COUNTY-  TX/ECTOR
 CC0214  USGS QUAD   -  METZ (1981)
 CC0214
 CC0214                         *CURRENT SURVEY CONTROL
 CC0214  ___________________________________________________________________
 CC0214* NAD 83(1986)-  31 40 24.     (N)    102 42 35.     (W)     SCALED    
 CC0214* NAVD 88     -       881.816  (meters)    2893.09   (feet)  ADJUSTED  
 CC0214  ___________________________________________________________________
 CC0214  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CC0214  DYNAMIC HT  -         880.589 (meters)    2889.07  (feet)  COMP
 CC0214  MODELED GRAV-     979,217.8   (mgal)                       NAVD 88
 CC0214
 CC0214  VERT ORDER  -  FIRST     CLASS II
 CC0214
 CC0214.The horizontal coordinates were scaled from a topographic map and have
 CC0214.an estimated accuracy of +/- 6 seconds.
 CC0214
 CC0214.The orthometric height was determined by differential leveling
 CC0214.and adjusted by the National Geodetic Survey in June 1991..
 CC0214
 CC0214.The geoid height was determined by GEOID03.
 CC0214
 CC0214.The dynamic height is computed by dividing the NAVD 88
 CC0214.geopotential number by the normal gravity value computed on the
 CC0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0214.degrees latitude (g = 980.6199 gals.).
 CC0214
 CC0214.The modeled gravity was interpolated from observed gravity values.
 CC0214
 CC0214;                    North         East    Units  Estimated Accuracy
 CC0214;SPC TX C     - 3,224,860.      474,680.      MT  (+/- 180 meters Scaled)
 CC0214
 CC0214                          SUPERSEDED SURVEY CONTROL
 CC0214
 CC0214  NGVD 29 (??/??/92)  881.468  (m)         2891.95   (f) ADJ UNCH    1 2
 CC0214
 CC0214.Superseded values are not recommended for survey control.
 CC0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0214.See file dsdata.txt to determine how the superseded data were derived.
 CC0214
 CC0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR171065(NAD 83)
 CC0214_MARKER: DB = BENCH MARK DISK
 CC0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0214_STAMPING: A 1063 1956
 CC0214_MARK LOGO: CGS   
 CC0214_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0214+STABILITY: SURFACE MOTION
 CC0214
 CC0214  HISTORY     - Date     Condition        Report By
 CC0214  HISTORY     - 1956     MONUMENTED       CGS
 CC0214  HISTORY     - 1982     GOOD             NGS
 CC0214  HISTORY     - 20010202 GOOD             USPSQD
 CC0214
 CC0214                          STATION DESCRIPTION
 CC0214
 CC0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0214'12.3 MI NE FROM MONAHANS.
 CC0214'12.3 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0214'STATION AT MONAHANS, 6.6 FEET NORTHEAST OF THE 4TH POLE SOUTHWEST OF
 CC0214'MILEPOST 597, 39.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AT THE
 CC0214'SOUTHWEST END OF A CUT, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 CC0214'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CC0214
 CC0214                          STATION RECOVERY (1982)
 CC0214
 CC0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0214'19.7 KM (12.25 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0214'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.2 KM (0.1 MI)
 CC0214'WEST OF MILEPOST 597, 29.3 METERS (96.1 FT) NORTHWEST OF THE CENTER OF
 CC0214'A PAVED ROAD AND 11.9 METERS (39.0 FT) SOUTHEAST OF THE NEAR RAIL.
 CC0214'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 CC0214'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CC0214
 CC0214                          STATION RECOVERY (2001)
 CC0214
 CC0214'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0343 ***********************************************************************
 CC0343  DESIGNATION -  A 1064
 CC0343  PID         -  CC0343
 CC0343  STATE/COUNTY-  TX/REEVES
 CC0343  USGS QUAD   -  PECOS WEST (1981)
 CC0343
 CC0343                         *CURRENT SURVEY CONTROL
 CC0343  ___________________________________________________________________
 CC0343* NAD 83(1986)-  31 23 11.     (N)    103 36 54.     (W)     SCALED    
 CC0343* NAVD 88     -       824.319  (meters)    2704.45   (feet)  POSTED    
 CC0343  ___________________________________________________________________
 CC0343  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CC0343  DYNAMIC HT  -         823.110 (meters)    2700.49  (feet)  COMP
 CC0343  MODELED GRAV-     979,146.0   (mgal)                       NAVD 88
 CC0343
 CC0343  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0343
 CC0343.The horizontal coordinates were scaled from a topographic map and have
 CC0343.an estimated accuracy of +/- 6 seconds.
 CC0343
 CC0343.The orthometric height was determined by differential leveling
 CC0343.and adjusted by the National Geodetic Survey in 1992..
 CC0343.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0343.rate of 1.1 thru 2.0 mm/km.
 CC0343
 CC0343.The geoid height was determined by GEOID03.
 CC0343
 CC0343.The dynamic height is computed by dividing the NAVD 88
 CC0343.geopotential number by the normal gravity value computed on the
 CC0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0343.degrees latitude (g = 980.6199 gals.).
 CC0343
 CC0343.The modeled gravity was interpolated from observed gravity values.
 CC0343
 CC0343;                    North         East    Units  Estimated Accuracy
 CC0343;SPC TX C     - 3,195,250.      387,930.      MT  (+/- 180 meters Scaled)
 CC0343
 CC0343                          SUPERSEDED SURVEY CONTROL
 CC0343
 CC0343  NGVD 29 (??/??/92)  824.210  (m)         2704.10   (f) ADJ UNCH    1 2
 CC0343
 CC0343.Superseded values are not recommended for survey control.
 CC0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0343.See file dsdata.txt to determine how the superseded data were derived.
 CC0343
 CC0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ316732(NAD 83)
 CC0343_MARKER: DB = BENCH MARK DISK
 CC0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0343_STAMPING: A 1064 1956
 CC0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0343+STABILITY: SURFACE MOTION
 CC0343
 CC0343  HISTORY     - Date     Condition        Report By
 CC0343  HISTORY     - 1956     MONUMENTED       CGS
 CC0343  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0343
 CC0343                          STATION DESCRIPTION
 CC0343
 CC0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0343'7.6 MI SW FROM PECOS.
 CC0343'7.6 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0343'STATION AT PECOS, 1.4 MILES NORTHEAST OF THE STATION SIGN AT HERMOSA,
 CC0343'81 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 34.4 FEET
 CC0343'SOUTHEAST OF THE SOUTHEAST RAIL, 5 FEET NORTHWEST OF THE 14TH POLE
 CC0343'SOUTHWEST OF MILEPOST 654, 2 FEET NORTHEAST OF A WITNESS POST, SET IN
 CC0343'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CC0343
 CC0343                          STATION RECOVERY (1981)
 CC0343
 CC0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0343'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0267 ***********************************************************************
 CC0267  DESIGNATION -  A 1065
 CC0267  PID         -  CC0267
 CC0267  STATE/COUNTY-  TX/WARD
 CC0267  USGS QUAD   -  PYOTE WEST (1981)
 CC0267
 CC0267                         *CURRENT SURVEY CONTROL
 CC0267  ___________________________________________________________________
 CC0267* NAD 83(1986)-  31 31 15.     (N)    103 09 49.     (W)     SCALED    
 CC0267* NAVD 88     -       794.630  (meters)    2607.05   (feet)  ADJUSTED  
 CC0267  ___________________________________________________________________
 CC0267  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CC0267  DYNAMIC HT  -         793.495 (meters)    2603.32  (feet)  COMP
 CC0267  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 CC0267
 CC0267  VERT ORDER  -  FIRST     CLASS II
 CC0267
 CC0267.The horizontal coordinates were scaled from a topographic map and have
 CC0267.an estimated accuracy of +/- 6 seconds.
 CC0267
 CC0267.The orthometric height was determined by differential leveling
 CC0267.and adjusted by the National Geodetic Survey in June 1991..
 CC0267
 CC0267.The geoid height was determined by GEOID03.
 CC0267
 CC0267.The dynamic height is computed by dividing the NAVD 88
 CC0267.geopotential number by the normal gravity value computed on the
 CC0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0267.degrees latitude (g = 980.6199 gals.).
 CC0267
 CC0267.The modeled gravity was interpolated from observed gravity values.
 CC0267
 CC0267;                    North         East    Units  Estimated Accuracy
 CC0267;SPC TX C     - 3,208,970.      431,230.      MT  (+/- 180 meters Scaled)
 CC0267
 CC0267                          SUPERSEDED SURVEY CONTROL
 CC0267
 CC0267  NGVD 29 (??/??/92)  794.309  (m)         2606.00   (f) ADJ UNCH    1 2
 CC0267
 CC0267.Superseded values are not recommended for survey control.
 CC0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0267.See file dsdata.txt to determine how the superseded data were derived.
 CC0267
 CC0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ743887(NAD 83)
 CC0267_MARKER: DB = BENCH MARK DISK
 CC0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0267_STAMPING: A 1065 1956
 CC0267_MARK LOGO: CGS   
 CC0267_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0267+STABILITY: SURFACE MOTION
 CC0267
 CC0267  HISTORY     - Date     Condition        Report By
 CC0267  HISTORY     - 1956     MONUMENTED       CGS
 CC0267  HISTORY     - 1981     GOOD             NGS
 CC0267
 CC0267                          STATION DESCRIPTION
 CC0267
 CC0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0267'2.3 MI SW FROM PYOTE.
 CC0267'2.3 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0267'STATION AT PYOTE, 12.9 FEET NORTHEAST OF THE 5TH POLE SOUTHWEST OF
 CC0267'MILEPOST 626, 176.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CC0267'CONCRETE BASE OF SEMAPHORE 626.2, 39 FEET SOUTHEAST OF THE SOUTHEAST
 CC0267'RAIL, 1.9 FEET SOUTHWEST OF A WITNESS POST, 98 FEET NORTHWEST OF THE
 CC0267'CENTER LINE OF U.S. HIGHWAY 80, SET IN THE TOP OF A CONCRETE POST
 CC0267'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CC0267
 CC0267                          STATION RECOVERY (1981)
 CC0267
 CC0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0267'28.8 KM (17.9 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 CC0267'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.8 KM (0.5 MI)
 CC0267'NORTHEAST OF HIGHWAY MILE POST 63, 29.9 METERS (98.0 FT)
 CC0267'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 80, 21.6 METERS
 CC0267'(71.0 FT) SOUTH-SOUTHEAST AND ACROSS THE TRACKS FROM THE THIRD POLE
 CC0267'SOUTHWEST OF MILE POST 626, AND 11.9 METERS (39.0 FT) SOUTH-SOUTHEAST
 CC0267'OF THE NEAR RAIL.
 CC0267'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CC0267'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0618 ***********************************************************************
 CD0618  DESIGNATION -  A 1067
 CD0618  PID         -  CD0618
 CD0618  STATE/COUNTY-  TX/HUDSPETH
 CD0618  USGS QUAD   -  SMALL (1972)
 CD0618
 CD0618                         *CURRENT SURVEY CONTROL
 CD0618  ___________________________________________________________________
 CD0618* NAD 83(1986)-  31 15 28.     (N)    105 36 44.     (W)     SCALED    
 CD0618* NAVD 88     -      1211.793  (meters)    3975.69   (feet)  ADJUSTED  
 CD0618  ___________________________________________________________________
 CD0618  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CD0618  DYNAMIC HT  -        1209.888 (meters)    3969.44  (feet)  COMP
 CD0618  MODELED GRAV-     979,027.3   (mgal)                       NAVD 88
 CD0618
 CD0618  VERT ORDER  -  FIRST     CLASS II
 CD0618
 CD0618.The horizontal coordinates were scaled from a topographic map and have
 CD0618.an estimated accuracy of +/- 6 seconds.
 CD0618
 CD0618.The orthometric height was determined by differential leveling
 CD0618.and adjusted by the National Geodetic Survey in June 1991..
 CD0618
 CD0618.The geoid height was determined by GEOID03.
 CD0618
 CD0618.The dynamic height is computed by dividing the NAVD 88
 CD0618.geopotential number by the normal gravity value computed on the
 CD0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0618.degrees latitude (g = 980.6199 gals.).
 CD0618
 CD0618.The modeled gravity was interpolated from observed gravity values.
 CD0618
 CD0618;                    North         East    Units  Estimated Accuracy
 CD0618;SPC TX C     - 3,188,310.      197,450.      MT  (+/- 180 meters Scaled)
 CD0618
 CD0618                          SUPERSEDED SURVEY CONTROL
 CD0618
 CD0618  NGVD 29 (??/??/92) 1211.223  (m)         3973.82   (f) ADJ UNCH    1 2
 CD0618
 CD0618.Superseded values are not recommended for survey control.
 CD0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0618.See file dsdata.txt to determine how the superseded data were derived.
 CD0618
 CD0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ417583(NAD 83)
 CD0618_MARKER: DB = BENCH MARK DISK
 CD0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0618_STAMPING: A 1067 1956
 CD0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0618+STABILITY: SURFACE MOTION
 CD0618
 CD0618  HISTORY     - Date     Condition        Report By
 CD0618  HISTORY     - 1956     MONUMENTED       CGS
 CD0618
 CD0618                          STATION DESCRIPTION
 CD0618
 CD0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0618'1.0 MI E FROM FINLAY.
 CD0618'1.0 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0618'SECTION FOREMANS HOUSE AT FINLAY, 12 POLES EAST OF MILEPOST 758, 300
 CD0618'FEET WEST OF THE NORTHWEST CORNER OF BRIDGE 757.60, 41.1 FEET NORTH OF
 CD0618'THE NORTH RAIL, 6.2 FEET SOUTH OF A FENCE, 11.3 FEET NORTHEAST OF A
 CD0618'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0
 CD0618'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0369 ***********************************************************************
 CC0369  DESIGNATION -  A 1068
 CC0369  PID         -  CC0369
 CC0369  STATE/COUNTY-  TX/REEVES
 CC0369  USGS QUAD   -  GOZAR (1970)
 CC0369
 CC0369                         *CURRENT SURVEY CONTROL
 CC0369  ___________________________________________________________________
 CC0369* NAD 83(1986)-  31 12 36.     (N)    103 55 57.     (W)     SCALED    
 CC0369* NAVD 88     -      1006.262  (meters)    3301.38   (feet)  ADJUSTED  
 CC0369  ___________________________________________________________________
 CC0369  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CC0369  DYNAMIC HT  -        1004.768 (meters)    3296.48  (feet)  COMP
 CC0369  MODELED GRAV-     979,121.8   (mgal)                       NAVD 88
 CC0369
 CC0369  VERT ORDER  -  FIRST     CLASS II
 CC0369
 CC0369.The horizontal coordinates were scaled from a topographic map and have
 CC0369.an estimated accuracy of +/- 6 seconds.
 CC0369
 CC0369.The orthometric height was determined by differential leveling
 CC0369.and adjusted by the National Geodetic Survey in June 1991..
 CC0369
 CC0369.The geoid height was determined by GEOID03.
 CC0369
 CC0369.The dynamic height is computed by dividing the NAVD 88
 CC0369.geopotential number by the normal gravity value computed on the
 CC0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0369.degrees latitude (g = 980.6199 gals.).
 CC0369
 CC0369.The modeled gravity was interpolated from observed gravity values.
 CC0369
 CC0369;                    North         East    Units  Estimated Accuracy
 CC0369;SPC TX C     - 3,176,630.      357,120.      MT  (+/- 180 meters Scaled)
 CC0369
 CC0369                          SUPERSEDED SURVEY CONTROL
 CC0369
 CC0369  NGVD 29 (??/??/92) 1005.884  (m)         3300.14   (f) ADJ UNCH    1 2
 CC0369
 CC0369.Superseded values are not recommended for survey control.
 CC0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0369.See file dsdata.txt to determine how the superseded data were derived.
 CC0369
 CC0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ016533(NAD 83)
 CC0369_MARKER: DB = BENCH MARK DISK
 CC0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0369_STAMPING: A 1068 1956
 CC0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0369+STABILITY: SURFACE MOTION
 CC0369
 CC0369  HISTORY     - Date     Condition        Report By
 CC0369  HISTORY     - 1956     MONUMENTED       CGS
 CC0369
 CC0369                          STATION DESCRIPTION
 CC0369
 CC0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0369'0.5 MI SW FROM GOZAR.
 CC0369'0.5 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0369'SECTION FOREMANS HOUSE AT GOZAR, 40 FEET SOUTHEAST OF THE SOUTHEAST
 CC0369'RAIL OF THE MAIN TRACK, 12 FEET SOUTHWEST OF MILEPOST 677, 2 FEET
 CC0369'NORTHEAST OF A WITNESS POST IN LINE WITH A ROW OF TELEPHONE POLES, 4
 CC0369'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 CC0369'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0103 ***********************************************************************
 CD0103  DESIGNATION -  A 1069
 CD0103  PID         -  CD0103
 CD0103  STATE/COUNTY-  TX/CULBERSON
 CD0103  USGS QUAD   -  KENT (1970)
 CD0103
 CD0103                         *CURRENT SURVEY CONTROL
 CD0103  ___________________________________________________________________
 CD0103* NAD 83(1986)-  31 04 04.     (N)    104 13 35.     (W)     SCALED    
 CD0103* NAVD 88     -      1290.978  (meters)    4235.48   (feet)  ADJUSTED  
 CD0103  ___________________________________________________________________
 CD0103  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 CD0103  DYNAMIC HT  -        1288.971 (meters)    4228.90  (feet)  COMP
 CD0103  MODELED GRAV-     979,040.9   (mgal)                       NAVD 88
 CD0103
 CD0103  VERT ORDER  -  FIRST     CLASS II
 CD0103
 CD0103.The horizontal coordinates were scaled from a topographic map and have
 CD0103.an estimated accuracy of +/- 6 seconds.
 CD0103
 CD0103.The orthometric height was determined by differential leveling
 CD0103.and adjusted by the National Geodetic Survey in June 1991..
 CD0103.WARNING-Repeat measurements at this control monument indicate possible
 CD0103.vertical movement.
 CD0103
 CD0103.The geoid height was determined by GEOID03.
 CD0103
 CD0103.The dynamic height is computed by dividing the NAVD 88
 CD0103.geopotential number by the normal gravity value computed on the
 CD0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0103.degrees latitude (g = 980.6199 gals.).
 CD0103
 CD0103.The modeled gravity was interpolated from observed gravity values.
 CD0103
 CD0103;                    North         East    Units  Estimated Accuracy
 CD0103;SPC TX C     - 3,161,820.      328,580.      MT  (+/- 180 meters Scaled)
 CD0103
 CD0103                          SUPERSEDED SURVEY CONTROL
 CD0103
 CD0103  NGVD 29 (??/??/92) 1290.441  (m)         4233.72   (f) ADJ UNCH    1 2
 CD0103
 CD0103.Superseded values are not recommended for survey control.
 CD0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0103.See file dsdata.txt to determine how the superseded data were derived.
 CD0103
 CD0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ738373(NAD 83)
 CD0103_MARKER: DB = BENCH MARK DISK
 CD0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0103_STAMPING: A 1069 1956
 CD0103_PROJECTION: PROJECTING 15 CENTIMETERS
 CD0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0103+STABILITY: SURFACE MOTION
 CD0103
 CD0103  HISTORY     - Date     Condition        Report By
 CD0103  HISTORY     - 1956     MONUMENTED       CGS
 CD0103  HISTORY     - 1968     GOOD             NGS
 CD0103  HISTORY     - 1981     GOOD             NGS
 CD0103
 CD0103                          STATION DESCRIPTION
 CD0103
 CD0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CD0103'0.55 MI W FROM KENT.
 CD0103'0.55 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CD0103'OFFICE IN KENT, 40 FEET SOUTH OF THE SOUTH RAIL OF AN EAST-WEST
 CD0103'RAILROAD TRACK, 15 FEET WEST OF TELEPHONE POLE NUMBER 699, 2 FEET
 CD0103'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED, SET IN THE TOP OF A
 CD0103'12 INCH ROUND CONCRETE POST THAT PROJECTS 5 INCHES.
 CD0103
 CD0103                          STATION RECOVERY (1981)
 CD0103
 CD0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0103'0.8 KM (0.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0103'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 0.8
 CD0103'KM (0.5 MI) WEST OF FARM ROAD 2424 CROSSING OF THE MISSOURI PACIFIC
 CD0103'RAILROAD, 65.8 METERS (216.0 FT) NORTH OF THE CENTERLINE OF THE
 CD0103'WEST BOUND LANES OF THE HIGHWAY, 28.4 METERS (93.3 FT) SOUTH OF
 CD0103'RAILROAD MILE POST 699, 16.5 METERS (54.0 FT) NORTH OF THE CENTER
 CD0103'OF A TRACK ROAD, 12.0 METERS (39.3 FT) SOUTH OF THE NEAR RAIL,
 CD0103'0.7 METER (2.4 FT) EAST OF A 4X4 INCH WOODEN WITNESS POST, AND
 CD0103'0.6 METER (2.0 FT) SOUTH OF A FENCE.  NOTE=THIS MARK IS THE AZIMUTH
 CD0103'MARK FOR TRIANGULATION STATION KENT.
 CD0103'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CD0103'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0165 ***********************************************************************
 BP0165  DESIGNATION -  A 107
 BP0165  PID         -  BP0165
 BP0165  STATE/COUNTY-  TX/PECOS
 BP0165  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0165
 BP0165                         *CURRENT SURVEY CONTROL
 BP0165  ___________________________________________________________________
 BP0165* NAD 83(1986)-  30 57 16.     (N)    102 53 02.     (W)     SCALED    
 BP0165* NAVD 88     -       879.053  (meters)    2884.03   (feet)  ADJUSTED  
 BP0165  ___________________________________________________________________
 BP0165  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BP0165  DYNAMIC HT  -         877.729 (meters)    2879.68  (feet)  COMP
 BP0165  MODELED GRAV-     979,106.2   (mgal)                       NAVD 88
 BP0165
 BP0165  VERT ORDER  -  FIRST     CLASS II
 BP0165
 BP0165.The horizontal coordinates were scaled from a topographic map and have
 BP0165.an estimated accuracy of +/- 6 seconds.
 BP0165
 BP0165.The orthometric height was determined by differential leveling
 BP0165.and adjusted by the National Geodetic Survey in June 1991..
 BP0165
 BP0165.The geoid height was determined by GEOID03.
 BP0165
 BP0165.The dynamic height is computed by dividing the NAVD 88
 BP0165.geopotential number by the normal gravity value computed on the
 BP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0165.degrees latitude (g = 980.6199 gals.).
 BP0165
 BP0165.The modeled gravity was interpolated from observed gravity values.
 BP0165
 BP0165;                    North         East    Units  Estimated Accuracy
 BP0165;SPC TX C     - 3,145,550.      456,350.      MT  (+/- 180 meters Scaled)
 BP0165
 BP0165                          SUPERSEDED SURVEY CONTROL
 BP0165
 BP0165  NGVD 29 (??/??/92)  878.779  (m)         2883.13   (f) ADJ UNCH    1 2
 BP0165
 BP0165.Superseded values are not recommended for survey control.
 BP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0165.See file dsdata.txt to determine how the superseded data were derived.
 BP0165
 BP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ021264(NAD 83)
 BP0165_MARKER: DB = BENCH MARK DISK
 BP0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0165_SP_SET: CULVERT
 BP0165_STAMPING: A 107 1933 2883.127
 BP0165_MARK LOGO: CGS   
 BP0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0165
 BP0165  HISTORY     - Date     Condition        Report By
 BP0165  HISTORY     - 1933     MONUMENTED       CGS
 BP0165  HISTORY     - 1958     GOOD             NGS
 BP0165  HISTORY     - 1981     GOOD             NGS
 BP0165  HISTORY     - 19961005 GOOD             USPSQD
 BP0165  HISTORY     - 20030827 MARK NOT FOUND   USPSQD
 BP0165
 BP0165                          STATION DESCRIPTION
 BP0165
 BP0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0165'4.65 MI N FROM FORT STOCKTON.
 BP0165'ABOUT 0.4 MILE WEST ALONG U. S. HIGHWAYS 290, 285, AND 67 FROM THE
 BP0165'PANHANDLE AND SANTA FE RAILROAD STATION AT FORT STOCKTON, THENCE 4.15
 BP0165'MILES NORTH ALONG STATE HIGHWAY 82.  IN THE TOP OF THE NORTH CONCRETE
 BP0165'RETAINING WALL OF AN IRRIGATION DITCH, 38 1/2 FEET EAST OF THE CENTER
 BP0165'LINE OF THE HIGHWAY, 48 FEET SOUTHWEST OF A POWER POLE, 18 FEET SOUTH
 BP0165'OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING WEST, AT A CURVE IN
 BP0165'THE IRRIGATION DITCH, 13 FEET SOUTHWEST OF A LONE 24-INCH ELM, AND
 BP0165'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BP0165
 BP0165                          STATION RECOVERY (1981)
 BP0165
 BP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0165'6.7 KM (4.15 MI) NORTH ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 BP0165'WITH U. S. HIGHWAYS 290, 285 AND 67 IN FORT STOCKTON, IN TOP OF THE
 BP0165'EAST END OF THE NORTH CONCRETE RETAINING WALL OF AN IRRIGATION
 BP0165'DITCH, 14.6 METERS (48.0 FT) SOUTHWEST OF A UTILITY POLE, 11.7 METERS
 BP0165'(38.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.3 METERS (27.2 FT)
 BP0165'NORTH OF THE CENTER OF A DRIVEWAY LEADING EAST TO THE C. DAVIS
 BP0165'RESIDENCE, AND 5.5 METERS (18.0 FT) SOUTH OF THE EXTENDED CENTER OF
 BP0165'A PAVED ROAD LEADING WEST.
 BP0165'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BP0165
 BP0165                          STATION RECOVERY (1996)
 BP0165
 BP0165'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0165'RECOVERED IN GOOD CONDITION.
 BP0165
 BP0165                          STATION RECOVERY (2003)
 BP0165
 BP0165'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0165'IRRIGATION DITCH FILLED WITH EARTH, NEW POWER POLES SET IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0132 ***********************************************************************
 BL0132  DESIGNATION -  A 107
 BL0132  PID         -  BL0132
 BL0132  STATE/COUNTY-  TX/TYLER
 BL0132  USGS QUAD   -  TOWN BLUFF (1984)
 BL0132
 BL0132                         *CURRENT SURVEY CONTROL
 BL0132  ___________________________________________________________________
 BL0132* NAD 83(1986)-  30 47 36.     (N)    094 10 56.     (W)     SCALED    
 BL0132* NAVD 88     -        65.01   (+/-2cm)     213.3    (feet)  VERTCON   
 BL0132  ___________________________________________________________________
 BL0132  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BL0132
 BL0132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0132
 BL0132.The horizontal coordinates were scaled from a topographic map and have
 BL0132.an estimated accuracy of +/- 6 seconds.
 BL0132
 BL0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0132.The vertical order pertains to the NGVD 29 superseded value.
 BL0132
 BL0132.The geoid height was determined by GEOID03.
 BL0132
 BL0132;                    North         East    Units  Estimated Accuracy
 BL0132;SPC TX C     - 3,141,170.    1,288,360.      MT  (+/- 180 meters Scaled)
 BL0132
 BL0132                          SUPERSEDED SURVEY CONTROL
 BL0132
 BL0132  NGVD 29 (??/??/92)   65.009  (m)          213.28   (f) ADJ UNCH    2 0
 BL0132
 BL0132.Superseded values are not recommended for survey control.
 BL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0132.See file dsdata.txt to determine how the superseded data were derived.
 BL0132
 BL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ868072(NAD 83)
 BL0132_MARKER: DD = SURVEY DISK
 BL0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0132_STAMPING: A 107
 BL0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0132+STABILITY: SURFACE MOTION
 BL0132
 BL0132  HISTORY     - Date     Condition        Report By
 BL0132  HISTORY     - UNK      MONUMENTED       DOD
 BL0132  HISTORY     - 1952     GOOD             NGS
 BL0132
 BL0132                          STATION DESCRIPTION
 BL0132
 BL0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BL0132'IN TOWN BLUFF.
 BL0132'AT TOWN BLUFF, ALONG FARM ROAD 92, 0.2 MILE NORTH OF A JUNCTION WITH A
 BL0132'GRAVELED ROAD LEADING WEST, 125 YARDS NORTHWEST OF A FENCE CORNER, 79
 BL0132'FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 145 FEET SOUTH OF A 60
 BL0132'INCH OAK TREE, 30 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 BL0132'EAST, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL0132'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0231 ***********************************************************************
 CD0231  DESIGNATION -  A 1070
 CD0231  PID         -  CD0231
 CD0231  STATE/COUNTY-  TX/CULBERSON
 CD0231  USGS QUAD   -  VAN HORN (1979)
 CD0231
 CD0231                         *CURRENT SURVEY CONTROL
 CD0231  ___________________________________________________________________
 CD0231* NAD 83(1986)-  31 02 27.     (N)    104 49 50.     (W)     SCALED    
 CD0231* NAVD 88     -      1234.089  (meters)    4048.84   (feet)  ADJUSTED  
 CD0231  ___________________________________________________________________
 CD0231  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0231  DYNAMIC HT  -        1232.144 (meters)    4042.46  (feet)  COMP
 CD0231  MODELED GRAV-     979,022.3   (mgal)                       NAVD 88
 CD0231
 CD0231  VERT ORDER  -  FIRST     CLASS II
 CD0231
 CD0231.The horizontal coordinates were scaled from a topographic map and have
 CD0231.an estimated accuracy of +/- 6 seconds.
 CD0231
 CD0231.The orthometric height was determined by differential leveling
 CD0231.and adjusted by the National Geodetic Survey in June 1991..
 CD0231
 CD0231.The geoid height was determined by GEOID03.
 CD0231
 CD0231.The dynamic height is computed by dividing the NAVD 88
 CD0231.geopotential number by the normal gravity value computed on the
 CD0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0231.degrees latitude (g = 980.6199 gals.).
 CD0231
 CD0231.The modeled gravity was interpolated from observed gravity values.
 CD0231
 CD0231;                    North         East    Units  Estimated Accuracy
 CD0231;SPC TX C     - 3,161,010.      270,850.      MT  (+/- 180 meters Scaled)
 CD0231
 CD0231                          SUPERSEDED SURVEY CONTROL
 CD0231
 CD0231  NGVD 29 (??/??/92) 1233.587  (m)         4047.19   (f) ADJ UNCH    1 2
 CD0231
 CD0231.Superseded values are not recommended for survey control.
 CD0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0231.See file dsdata.txt to determine how the superseded data were derived.
 CD0231
 CD0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ161341(NAD 83)
 CD0231_MARKER: DB = BENCH MARK DISK
 CD0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0231_SP_SET: BRIDGE
 CD0231_STAMPING: A 1070 1956
 CD0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0231
 CD0231  HISTORY     - Date     Condition        Report By
 CD0231  HISTORY     - 1956     MONUMENTED       CGS
 CD0231  HISTORY     - 1958     GOOD             NGS
 CD0231  HISTORY     - 1981     GOOD             NGS
 CD0231  HISTORY     - 19970914 GOOD             USPSQD
 CD0231
 CD0231                          STATION DESCRIPTION
 CD0231
 CD0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0231'0.15 MI E FROM VAN HORN.
 CD0231'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0231'STATION AT VAN HORN, 50 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 CD0231'TRACK, AT THE CROSSING OF STATE HIGHWAY 54, IN THE TOP OF THE SOUTH
 CD0231'END OF THE EAST HEAD WALL OF A CONCRETE HIGHWAY BRIDGE, 37 FEET EAST
 CD0231'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 CD0231'THE HIGHWAY.
 CD0231
 CD0231                          STATION RECOVERY (1981)
 CD0231
 CD0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0231'IN VAN HORN, AT THE STATE HIGHWAY 54 CROSSING OF THE MISSOURI PACIFIC
 CD0231'RAILROAD, IN TOP OF AND 1.1 METERS (3.5 FT) NORTH OF THE SOUTH END
 CD0231'OF THE EAST HEADWALL OF A MASSIVE CONCRETE CULVERT UNDER THE HIGHWAY,
 CD0231'10.9 METERS (35.9 FT) NORTH OF THE NEAR RAIL, AND 10.1 METERS
 CD0231'(33.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 CD0231'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CD0231
 CD0231                          STATION RECOVERY (1997)
 CD0231
 CD0231'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0641 ***********************************************************************
 CD0641  DESIGNATION -  A 1071
 CD0641  PID         -  CD0641
 CD0641  STATE/COUNTY-  TX/HUDSPETH
 CD0641  USGS QUAD   -  FORT HANCOCK (1972)
 CD0641
 CD0641                         *CURRENT SURVEY CONTROL
 CD0641  ___________________________________________________________________
 CD0641* NAD 83(1986)-  31 15 34.     (N)    105 48 08.     (W)     SCALED    
 CD0641* NAVD 88     -      1083.321  (meters)    3554.20   (feet)  ADJUSTED  
 CD0641  ___________________________________________________________________
 CD0641  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CD0641  DYNAMIC HT  -        1081.623 (meters)    3548.62  (feet)  COMP
 CD0641  MODELED GRAV-     979,036.6   (mgal)                       NAVD 88
 CD0641
 CD0641  VERT ORDER  -  FIRST     CLASS II
 CD0641
 CD0641.The horizontal coordinates were scaled from a topographic map and have
 CD0641.an estimated accuracy of +/- 6 seconds.
 CD0641
 CD0641.The orthometric height was determined by differential leveling
 CD0641.and adjusted by the National Geodetic Survey in June 1991..
 CD0641
 CD0641.The geoid height was determined by GEOID03.
 CD0641
 CD0641.The dynamic height is computed by dividing the NAVD 88
 CD0641.geopotential number by the normal gravity value computed on the
 CD0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0641.degrees latitude (g = 980.6199 gals.).
 CD0641
 CD0641.The modeled gravity was interpolated from observed gravity values.
 CD0641
 CD0641;                    North         East    Units  Estimated Accuracy
 CD0641;SPC TX C     - 3,189,370.      179,380.      MT  (+/- 180 meters Scaled)
 CD0641
 CD0641                          SUPERSEDED SURVEY CONTROL
 CD0641
 CD0641  NGVD 29 (??/??/92) 1082.749  (m)         3552.32   (f) ADJ UNCH    1 2
 CD0641
 CD0641.Superseded values are not recommended for survey control.
 CD0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0641.See file dsdata.txt to determine how the superseded data were derived.
 CD0641
 CD0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ236586(NAD 83)
 CD0641_MARKER: DB = BENCH MARK DISK
 CD0641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0641_SP_SET: ABUTMENT
 CD0641_STAMPING: A 1071 1956
 CD0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0641
 CD0641  HISTORY     - Date     Condition        Report By
 CD0641  HISTORY     - 1956     MONUMENTED       CGS
 CD0641  HISTORY     - 1972     MARK NOT FOUND   USGS
 CD0641  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0641
 CD0641                          STATION DESCRIPTION
 CD0641
 CD0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0641'0.85 MI NW FROM MCNARY.
 CD0641'0.85 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0641'STATION AT MCNARY, 6 FEET EAST OF THE EAST RAIL, 2.5 FEET BELOW THE
 CD0641'TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 CD0641'ABUTMENT OF BRIDGE 772.1.
 CD0641
 CD0641                          STATION RECOVERY (1972)
 CD0641
 CD0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CD0641'MARK NOT FOUND.
 CD0641
 CD0641                          STATION RECOVERY (1981)
 CD0641
 CD0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0567 ***********************************************************************
 CD0567  DESIGNATION -  A 1072
 CD0567  PID         -  CD0567
 CD0567  STATE/COUNTY-  TX/HUDSPETH
 CD0567  USGS QUAD   -  LASCA (1979)
 CD0567
 CD0567                         *CURRENT SURVEY CONTROL
 CD0567  ___________________________________________________________________
 CD0567* NAD 83(1986)-  31 11 14.     (N)    105 24 26.     (W)     SCALED    
 CD0567* NAVD 88     -      1404.867  (meters)    4609.13   (feet)  ADJUSTED  
 CD0567  ___________________________________________________________________
 CD0567  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CD0567  DYNAMIC HT  -        1402.614 (meters)    4601.74  (feet)  COMP
 CD0567  MODELED GRAV-     978,988.2   (mgal)                       NAVD 88
 CD0567
 CD0567  VERT ORDER  -  FIRST     CLASS II
 CD0567
 CD0567.The horizontal coordinates were scaled from a topographic map and have
 CD0567.an estimated accuracy of +/- 6 seconds.
 CD0567
 CD0567.The orthometric height was determined by differential leveling
 CD0567.and adjusted by the National Geodetic Survey in June 1991..
 CD0567.WARNING-Repeat measurements at this control monument indicate possible
 CD0567.vertical movement.
 CD0567
 CD0567.The geoid height was determined by GEOID03.
 CD0567
 CD0567.The dynamic height is computed by dividing the NAVD 88
 CD0567.geopotential number by the normal gravity value computed on the
 CD0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0567.degrees latitude (g = 980.6199 gals.).
 CD0567
 CD0567.The modeled gravity was interpolated from observed gravity values.
 CD0567
 CD0567;                    North         East    Units  Estimated Accuracy
 CD0567;SPC TX C     - 3,179,590.      216,590.      MT  (+/- 180 meters Scaled)
 CD0567
 CD0567                          SUPERSEDED SURVEY CONTROL
 CD0567
 CD0567  NGVD 29 (??/??/92) 1404.224  (m)         4607.02   (f) ADJ UNCH    1 2
 CD0567
 CD0567.Superseded values are not recommended for survey control.
 CD0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0567.See file dsdata.txt to determine how the superseded data were derived.
 CD0567
 CD0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ612504(NAD 83)
 CD0567_MARKER: DB = BENCH MARK DISK
 CD0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0567_STAMPING: A 1072 1956
 CD0567_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0567+STABILITY: SURFACE MOTION
 CD0567
 CD0567  HISTORY     - Date     Condition        Report By
 CD0567  HISTORY     - 1956     MONUMENTED       CGS
 CD0567  HISTORY     - 1981     GOOD             NGS
 CD0567
 CD0567                          STATION DESCRIPTION
 CD0567
 CD0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0567'3.0 MI W FROM SIERRA BLANCA.
 CD0567'3.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0567'STATION AT SIERRA BLANCA, 78.8 FEET SOUTH OF MILEPOST 740, 124.5 FEET
 CD0567'SOUTH OF THE SOUTH RAIL, 38 FEET SOUTH OF THE CENTER OF A DRAINAGE
 CD0567'DITCH, 255 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 2 FEET
 CD0567'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CD0567'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0567
 CD0567                          STATION RECOVERY (1981)
 CD0567
 CD0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0567'5.0 KM (3.1 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0567'FROM THE RAILROAD STATION IN SIERRA BLANCA, 77.7 METERS (255.0 FT)
 CD0567'NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, 37.9 METERS (124.5 FT)
 CD0567'SOUTH OF THE NEAR RAIL, 32.0 METERS (105.0 FT) WEST OF A UTILITY
 CD0567'POLE, 24.0 METERS (78.8 FT) SOUTH OF MILEPOST 740 AND 11.6 METERS
 CD0567'(38.0 FT) SOUTH OF THE CENTER OF A DRAINAGE DITCH.
 CD0567'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CD0567'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0018 ***********************************************************************
 CE0018  DESIGNATION -  A 1073
 CE0018  PID         -  CE0018
 CE0018  STATE/COUNTY-  TX/EL PASO
 CE0018  USGS QUAD   -  CLINT (1995)
 CE0018
 CE0018                         *CURRENT SURVEY CONTROL
 CE0018  ___________________________________________________________________
 CE0018* NAD 83(1986)-  31 35 14.     (N)    106 13 27.     (W)     SCALED    
 CE0018* NAVD 88     -      1109.612  (meters)    3640.45   (feet)  ADJUSTED  
 CE0018  ___________________________________________________________________
 CE0018  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0018  DYNAMIC HT  -        1107.919 (meters)    3634.90  (feet)  COMP
 CE0018  MODELED GRAV-     979,076.7   (mgal)                       NAVD 88
 CE0018
 CE0018  VERT ORDER  -  FIRST     CLASS II
 CE0018
 CE0018.The horizontal coordinates were scaled from a topographic map and have
 CE0018.an estimated accuracy of +/- 6 seconds.
 CE0018
 CE0018.The orthometric height was determined by differential leveling
 CE0018.and adjusted by the National Geodetic Survey in June 1991..
 CE0018
 CE0018.The geoid height was determined by GEOID03.
 CE0018
 CE0018.The dynamic height is computed by dividing the NAVD 88
 CE0018.geopotential number by the normal gravity value computed on the
 CE0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0018.degrees latitude (g = 980.6199 gals.).
 CE0018
 CE0018.The modeled gravity was interpolated from observed gravity values.
 CE0018
 CE0018;                    North         East    Units  Estimated Accuracy
 CE0018;SPC TX C     - 3,227,710.      141,180.      MT  (+/- 180 meters Scaled)
 CE0018
 CE0018                          SUPERSEDED SURVEY CONTROL
 CE0018
 CE0018  NGVD 29 (??/??/92) 1109.069  (m)         3638.67   (f) ADJ UNCH    1 2
 CE0018
 CE0018.Superseded values are not recommended for survey control.
 CE0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0018.See file dsdata.txt to determine how the superseded data were derived.
 CE0018
 CE0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ838953(NAD 83)
 CE0018_MARKER: DB = BENCH MARK DISK
 CE0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0018_SP_SET: CULVERT
 CE0018_STAMPING: A 1073 1956
 CE0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0018
 CE0018  HISTORY     - Date     Condition        Report By
 CE0018  HISTORY     - 1956     MONUMENTED       CGS
 CE0018  HISTORY     - 1981     GOOD             NGS
 CE0018
 CE0018                          STATION DESCRIPTION
 CE0018
 CE0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0018'0.25 MI SE FROM CLINT.
 CE0018'0.25 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0018'STATION AT CLINT, AT A PRIVATE ROAD CROSSING, 16 FEET SOUTHWEST OF THE
 CE0018'SOUTHWEST RAIL, 10 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 1.4
 CE0018'FEET ABOVE THE GROUND, SET IN THE TOP OF THE EAST END OF THE SOUTH
 CE0018'HEADWALL OF CONCRETE CULVERT 807.07.
 CE0018
 CE0018                          STATION RECOVERY (1981)
 CE0018
 CE0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0018'IN CLINT, AT THE JUNCTION OF THE SOUTHERN PACIFIC RAILROAD AND THE
 CE0018'FRANKLIN IRRIGATION CANAL, 0.3 KM (0.2 MI) SOUTHEAST OF THE JUNCTION
 CE0018'OF FARM ROAD 1110, AT A PRIVATE ROAD CROSSING, IN TOP OF AND 0.6
 CE0018'METER (2.0 FT) WEST OF THE EAST END OF THE SOUTH HEADWALL OF A
 CE0018'CONCRETE CULVERT, 4.9 METERS (16.0 FT) SOUTHWEST OF THE NEAR RAIL
 CE0018'AND 3.0 METERS (10.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD.
 CE0018'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0651 ***********************************************************************
 CD0651  DESIGNATION -  A 1074
 CD0651  PID         -  CD0651
 CD0651  STATE/COUNTY-  TX/HUDSPETH
 CD0651  USGS QUAD   -  ACALA (1972)
 CD0651
 CD0651                         *CURRENT SURVEY CONTROL
 CD0651  ___________________________________________________________________
 CD0651* NAD 83(1986)-  31 21 29.     (N)    105 54 49.     (W)     SCALED    
 CD0651* NAVD 88     -      1103.417  (meters)    3620.13   (feet)  ADJUSTED  
 CD0651  ___________________________________________________________________
 CD0651  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CD0651  DYNAMIC HT  -        1101.686 (meters)    3614.45  (feet)  COMP
 CD0651  MODELED GRAV-     979,034.9   (mgal)                       NAVD 88
 CD0651
 CD0651  VERT ORDER  -  FIRST     CLASS II
 CD0651
 CD0651.The horizontal coordinates were scaled from a topographic map and have
 CD0651.an estimated accuracy of +/- 6 seconds.
 CD0651
 CD0651.The orthometric height was determined by differential leveling
 CD0651.and adjusted by the National Geodetic Survey in June 1991..
 CD0651
 CD0651.The geoid height was determined by GEOID03.
 CD0651
 CD0651.The dynamic height is computed by dividing the NAVD 88
 CD0651.geopotential number by the normal gravity value computed on the
 CD0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0651.degrees latitude (g = 980.6199 gals.).
 CD0651
 CD0651.The modeled gravity was interpolated from observed gravity values.
 CD0651
 CD0651;                    North         East    Units  Estimated Accuracy
 CD0651;SPC TX C     - 3,200,810.      169,340.      MT  (+/- 180 meters Scaled)
 CD0651
 CD0651                          SUPERSEDED SURVEY CONTROL
 CD0651
 CD0651  NGVD 29 (??/??/92) 1102.820  (m)         3618.17   (f) ADJ UNCH    1 2
 CD0651
 CD0651.Superseded values are not recommended for survey control.
 CD0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0651.See file dsdata.txt to determine how the superseded data were derived.
 CD0651
 CD0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ131696(NAD 83)
 CD0651_MARKER: DB = BENCH MARK DISK
 CD0651_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0651_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0651_STAMPING: A 1074 1956
 CD0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0651
 CD0651  HISTORY     - Date     Condition        Report By
 CD0651  HISTORY     - 1956     MONUMENTED       CGS
 CD0651
 CD0651                          STATION DESCRIPTION
 CD0651
 CD0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0651'5.85 MI NW FROM FORT HANCOCK.
 CD0651'5.85 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0651'STATION AT FORT HANCOCK, 2 1/2 POLES SOUTHEAST OF MILEPOST 782, AT THE
 CD0651'SOUTHEAST END OF A CUT, 30.5 FEET NORTHEAST OF THE NORTHEAST RAIL, IN
 CD0651'LINE WITH A ROW OF TELEPHONE POLES, 8.8 FEET SOUTHEAST OF A TELEPHONE
 CD0651'POLE, 17.5 FEET SOUTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A WITNESS
 CD0651'POST, SET IN THE TOP OF A 4 INCH CONCRETE PIPE WHICH IS FILLED WITH
 CD0651'CONCRETE AND PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0899 ***********************************************************************
 AY0899  DESIGNATION -  A 1075
 AY0899  PID         -  AY0899
 AY0899  STATE/COUNTY-  TX/BEXAR
 AY0899  USGS QUAD   -  SOMERSET (1982)
 AY0899
 AY0899                         *CURRENT SURVEY CONTROL
 AY0899  ___________________________________________________________________
 AY0899* NAD 83(1986)-  29 14 13.     (N)    098 39 43.     (W)     SCALED    
 AY0899* NAVD 88     -       189.949  (meters)     623.19   (feet)  ADJUSTED  
 AY0899  ___________________________________________________________________
 AY0899  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AY0899  DYNAMIC HT  -         189.676 (meters)     622.30  (feet)  COMP
 AY0899  MODELED GRAV-     979,199.9   (mgal)                       NAVD 88
 AY0899
 AY0899  VERT ORDER  -  FIRST     CLASS II
 AY0899
 AY0899.The horizontal coordinates were scaled from a topographic map and have
 AY0899.an estimated accuracy of +/- 6 seconds.
 AY0899
 AY0899.The orthometric height was determined by differential leveling
 AY0899.and adjusted by the National Geodetic Survey in June 1991..
 AY0899
 AY0899.The geoid height was determined by GEOID03.
 AY0899
 AY0899.The dynamic height is computed by dividing the NAVD 88
 AY0899.geopotential number by the normal gravity value computed on the
 AY0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0899.degrees latitude (g = 980.6199 gals.).
 AY0899
 AY0899.The modeled gravity was interpolated from observed gravity values.
 AY0899
 AY0899;                    North         East    Units  Estimated Accuracy
 AY0899;SPC TXSC     - 4,155,610.      632,860.      MT  (+/- 180 meters Scaled)
 AY0899
 AY0899                          SUPERSEDED SURVEY CONTROL
 AY0899
 AY0899  NGVD 29 (??/??/92)  189.829  (m)          622.80   (f) ADJ UNCH    1 2
 AY0899
 AY0899.Superseded values are not recommended for survey control.
 AY0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0899.See file dsdata.txt to determine how the superseded data were derived.
 AY0899
 AY0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT328342(NAD 83)
 AY0899_MARKER: DB = BENCH MARK DISK
 AY0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0899_STAMPING: A 1075 1956
 AY0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0899+STABILITY: SURFACE MOTION
 AY0899
 AY0899  HISTORY     - Date     Condition        Report By
 AY0899  HISTORY     - 1956     MONUMENTED       CGS
 AY0899  HISTORY     - 1957     GOOD             DOD
 AY0899  HISTORY     - 19991215 GOOD             USPSQD
 AY0899
 AY0899                          STATION DESCRIPTION
 AY0899
 AY0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0899'0.7 MI NW FROM SOMERSET.
 AY0899'0.7 MILE NORTHWEST ALONG THE SAN ANTONIO RAILROAD FROM THE STATION AT
 AY0899'SOMERSET, 66 FEET NORTHEAST OF THE NORTHEAST RAIL, 24 FEET NORTH OF
 AY0899'THE CENTER LINE OF A ROAD, AT A ROAD CROSSING, 2.6 FEET NORTH OF A
 AY0899'FENCE, 2.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY0899'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0899
 AY0899                          STATION RECOVERY (1957)
 AY0899
 AY0899'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0899'RECOVERED IN GOOD CONDITION.
 AY0899
 AY0899                          STATION RECOVERY (1999)
 AY0899
 AY0899'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0164 ***********************************************************************
 AO0164  DESIGNATION -  A 1076
 AO0164  PID         -  AO0164
 AO0164  STATE/COUNTY-  TX/FRIO
 AO0164  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0164
 AO0164                         *CURRENT SURVEY CONTROL
 AO0164  ___________________________________________________________________
 AO0164* NAD 83(1986)-  29 00 00.     (N)    099 03 36.     (W)     SCALED    
 AO0164* NAVD 88     -       215.288  (meters)     706.32   (feet)  ADJUSTED  
 AO0164  ___________________________________________________________________
 AO0164  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AO0164  DYNAMIC HT  -         214.976 (meters)     705.30  (feet)  COMP
 AO0164  MODELED GRAV-     979,190.3   (mgal)                       NAVD 88
 AO0164
 AO0164  VERT ORDER  -  FIRST     CLASS II
 AO0164
 AO0164.The horizontal coordinates were scaled from a topographic map and have
 AO0164.an estimated accuracy of +/- 6 seconds.
 AO0164
 AO0164.The orthometric height was determined by differential leveling
 AO0164.and adjusted by the National Geodetic Survey in June 1991..
 AO0164
 AO0164.The geoid height was determined by GEOID03.
 AO0164
 AO0164.The dynamic height is computed by dividing the NAVD 88
 AO0164.geopotential number by the normal gravity value computed on the
 AO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0164.degrees latitude (g = 980.6199 gals.).
 AO0164
 AO0164.The modeled gravity was interpolated from observed gravity values.
 AO0164
 AO0164;                    North         East    Units  Estimated Accuracy
 AO0164;SPC TXSC     - 4,129,300.      594,150.      MT  (+/- 180 meters Scaled)
 AO0164
 AO0164                          SUPERSEDED SURVEY CONTROL
 AO0164
 AO0164  NGVD 29 (??/??/92)  215.165  (m)          705.92   (f) ADJ UNCH    1 2
 AO0164
 AO0164.Superseded values are not recommended for survey control.
 AO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0164.See file dsdata.txt to determine how the superseded data were derived.
 AO0164
 AO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT941079(NAD 83)
 AO0164_MARKER: DB = BENCH MARK DISK
 AO0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0164_SP_SET: CULVERT
 AO0164_STAMPING: A 1076 1956
 AO0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0164
 AO0164  HISTORY     - Date     Condition        Report By
 AO0164  HISTORY     - 1956     MONUMENTED       CGS
 AO0164  HISTORY     - 1987     GOOD             USPSQD
 AO0164  HISTORY     - 19960806 GOOD             USPSQD
 AO0164  HISTORY     - 19980204 GOOD             USPSQD
 AO0164
 AO0164                          STATION DESCRIPTION
 AO0164
 AO0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0164'5.0 MI SW FROM MOORE.
 AO0164'5.0 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AO0164'RAILROAD FROM THE POST OFFICE AT MOORE, 181 FEET NORTHWEST OF MILEPOST
 AO0164'305, 113 FEET WEST OF THE WEST RAIL, 24 FEET EAST OF THE CENTER LINE
 AO0164'OF U.S. HIGHWAY 81, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 AO0164'OF THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER THE
 AO0164'HIGHWAY.
 AO0164
 AO0164                          STATION RECOVERY (1987)
 AO0164
 AO0164'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AO0164'RECOVERED IN GOOD CONDITION.
 AO0164
 AO0164                          STATION RECOVERY (1996)
 AO0164
 AO0164'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0164'RECOVERED IN GOOD CONDITION.
 AO0164
 AO0164                          STATION RECOVERY (1998)
 AO0164
 AO0164'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0205 ***********************************************************************
 AO0205  DESIGNATION -  A 1077
 AO0205  PID         -  AO0205
 AO0205  STATE/COUNTY-  TX/FRIO
 AO0205  USGS QUAD   -  DILLEY (1974)
 AO0205
 AO0205                         *CURRENT SURVEY CONTROL
 AO0205  ___________________________________________________________________
 AO0205* NAD 83(1986)-  28 41 15.     (N)    099 09 50.     (W)     SCALED    
 AO0205* NAVD 88     -       158.312  (meters)     519.40   (feet)  ADJUSTED  
 AO0205  ___________________________________________________________________
 AO0205  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AO0205  DYNAMIC HT  -         158.078 (meters)     518.63  (feet)  COMP
 AO0205  MODELED GRAV-     979,163.1   (mgal)                       NAVD 88
 AO0205
 AO0205  VERT ORDER  -  FIRST     CLASS II
 AO0205
 AO0205.The horizontal coordinates were scaled from a topographic map and have
 AO0205.an estimated accuracy of +/- 6 seconds.
 AO0205
 AO0205.The orthometric height was determined by differential leveling
 AO0205.and adjusted by the National Geodetic Survey in June 1991..
 AO0205
 AO0205.The geoid height was determined by GEOID03.
 AO0205
 AO0205.The dynamic height is computed by dividing the NAVD 88
 AO0205.geopotential number by the normal gravity value computed on the
 AO0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0205.degrees latitude (g = 980.6199 gals.).
 AO0205
 AO0205.The modeled gravity was interpolated from observed gravity values.
 AO0205
 AO0205;                    North         East    Units  Estimated Accuracy
 AO0205;SPC TXSC     - 4,094,680.      583,980.      MT  (+/- 180 meters Scaled)
 AO0205
 AO0205                          SUPERSEDED SURVEY CONTROL
 AO0205
 AO0205  NGVD 29 (??/??/92)  158.185  (m)          518.98   (f) ADJ UNCH    1 2
 AO0205
 AO0205.Superseded values are not recommended for survey control.
 AO0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0205.See file dsdata.txt to determine how the superseded data were derived.
 AO0205
 AO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS839733(NAD 83)
 AO0205_MARKER: DB = BENCH MARK DISK
 AO0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0205_SP_SET: CULVERT
 AO0205_STAMPING: A 1077 1956
 AO0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0205+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 AO0205
 AO0205  HISTORY     - Date     Condition        Report By
 AO0205  HISTORY     - 1956     MONUMENTED       CGS
 AO0205  HISTORY     - 1988     GOOD             USPSQD
 AO0205  HISTORY     - 19941027 GOOD             USPSQD
 AO0205  HISTORY     - 19960927 GOOD             USPSQD
 AO0205  HISTORY     - 20030815 GOOD             USPSQD
 AO0205
 AO0205                          STATION DESCRIPTION
 AO0205
 AO0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0205'1.2 MI N FROM DILLEY.
 AO0205'1.2 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0205'FROM THE STATION AT DILLEY, 92 FEET WEST OF THE WEST RAIL, 89 FEET
 AO0205'WEST OF THE WEST SIDE OF TRESTLE 327.4, 23 FEET EAST OF THE CENTER
 AO0205'LINE OF U.S. HIGHWAY 81, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 AO0205'TOP OF THE SOUTH END OF THE EAST HEADWALL OF A 5 CHANNEL CONCRETE
 AO0205'CULVERT UNDER THE HIGHWAY.
 AO0205
 AO0205                          STATION RECOVERY (1988)
 AO0205
 AO0205'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0205'RECOVERED IN GOOD CONDITION.
 AO0205
 AO0205                          STATION RECOVERY (1994)
 AO0205
 AO0205'RECOVERY NOTE BY US POWER SQUADRON 1994
 AO0205'RECOVERED IN GOOD CONDITION.
 AO0205
 AO0205                          STATION RECOVERY (1996)
 AO0205
 AO0205'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0205'RECOVERED IN GOOD CONDITION.
 AO0205
 AO0205                          STATION RECOVERY (2003)
 AO0205
 AO0205'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0266 ***********************************************************************
 AO0266  DESIGNATION -  A 1078
 AO0266  PID         -  AO0266
 AO0266  STATE/COUNTY-  TX/LA SALLE
 AO0266  USGS QUAD   -  COTULLA (1974)
 AO0266
 AO0266                         *CURRENT SURVEY CONTROL
 AO0266  ___________________________________________________________________
 AO0266* NAD 83(1986)-  28 24 47.     (N)    099 14 41.     (W)     SCALED    
 AO0266* NAVD 88     -       119.294  (meters)     391.38   (feet)  ADJUSTED  
 AO0266  ___________________________________________________________________
 AO0266  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AO0266  DYNAMIC HT  -         119.114 (meters)     390.79  (feet)  COMP
 AO0266  MODELED GRAV-     979,134.9   (mgal)                       NAVD 88
 AO0266
 AO0266  VERT ORDER  -  FIRST     CLASS II
 AO0266
 AO0266.The horizontal coordinates were scaled from a topographic map and have
 AO0266.an estimated accuracy of +/- 6 seconds.
 AO0266
 AO0266.The orthometric height was determined by differential leveling
 AO0266.and adjusted by the National Geodetic Survey in June 1991..
 AO0266.WARNING-Repeat measurements at this control monument indicate possible
 AO0266.vertical movement.
 AO0266
 AO0266.The geoid height was determined by GEOID03.
 AO0266
 AO0266.The dynamic height is computed by dividing the NAVD 88
 AO0266.geopotential number by the normal gravity value computed on the
 AO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0266.degrees latitude (g = 980.6199 gals.).
 AO0266
 AO0266.The modeled gravity was interpolated from observed gravity values.
 AO0266
 AO0266;                    North         East    Units  Estimated Accuracy
 AO0266;SPC TXSC     - 4,064,280.      576,020.      MT  (+/- 180 meters Scaled)
 AO0266
 AO0266                          SUPERSEDED SURVEY CONTROL
 AO0266
 AO0266  NGVD 29 (??/??/92)  119.173  (m)          390.99   (f) ADJ UNCH    1 2
 AO0266
 AO0266.Superseded values are not recommended for survey control.
 AO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0266.See file dsdata.txt to determine how the superseded data were derived.
 AO0266
 AO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS760429(NAD 83)
 AO0266_MARKER: DB = BENCH MARK DISK
 AO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0266_STAMPING: A 1078 1956
 AO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0266+STABILITY: SURFACE MOTION
 AO0266
 AO0266  HISTORY     - Date     Condition        Report By
 AO0266  HISTORY     - 1956     MONUMENTED       CGS
 AO0266  HISTORY     - 1958     GOOD             NGS
 AO0266  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0266
 AO0266                          STATION DESCRIPTION
 AO0266
 AO0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0266'1.8 MI S FROM COTULLA.
 AO0266'1.8 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0266'FROM THE STATION AT COTULLA, 7 RAILS NORTH OF THE NORTH END OF TRESTLE
 AO0266'347.1, 72 FEET WEST OF THE 3RD POLE SOUTH OF MILEPOST 347, 45.4 FEET
 AO0266'WEST OF THE WEST RAIL, 14.5 FEET EAST OF A POWER POLE, 15 FEET NORTH
 AO0266'OF A TELEPHONE POLE, 1.6 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A
 AO0266'WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 AO0266'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0266
 AO0266                          STATION RECOVERY (1958)
 AO0266
 AO0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0266'RECOVERED IN GOOD CONDITION.
 AO0266
 AO0266                          STATION RECOVERY (1997)
 AO0266
 AO0266'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0295 ***********************************************************************
 AO0295  DESIGNATION -  A 1079
 AO0295  PID         -  AO0295
 AO0295  STATE/COUNTY-  TX/LA SALLE
 AO0295  USGS QUAD   -  ENCINAL (1982)
 AO0295
 AO0295                         *CURRENT SURVEY CONTROL
 AO0295  ___________________________________________________________________
 AO0295* NAD 83(1986)-  28 06 00.     (N)    099 20 10.     (W)     SCALED    
 AO0295* NAVD 88     -       158.905  (meters)     521.34   (feet)  ADJUSTED  
 AO0295  ___________________________________________________________________
 AO0295  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AO0295  DYNAMIC HT  -         158.661 (meters)     520.54  (feet)  COMP
 AO0295  MODELED GRAV-     979,108.8   (mgal)                       NAVD 88
 AO0295
 AO0295  VERT ORDER  -  FIRST     CLASS II
 AO0295
 AO0295.The horizontal coordinates were scaled from a topographic map and have
 AO0295.an estimated accuracy of +/- 6 seconds.
 AO0295
 AO0295.The orthometric height was determined by differential leveling
 AO0295.and adjusted by the National Geodetic Survey in June 1991..
 AO0295.WARNING-Repeat measurements at this control monument indicate possible
 AO0295.vertical movement.
 AO0295
 AO0295.The geoid height was determined by GEOID03.
 AO0295
 AO0295.The dynamic height is computed by dividing the NAVD 88
 AO0295.geopotential number by the normal gravity value computed on the
 AO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0295.degrees latitude (g = 980.6199 gals.).
 AO0295
 AO0295.The modeled gravity was interpolated from observed gravity values.
 AO0295
 AO0295;                    North         East    Units  Estimated Accuracy
 AO0295;SPC TXSC     - 4,029,600.      566,970.      MT  (+/- 180 meters Scaled)
 AO0295
 AO0295                          SUPERSEDED SURVEY CONTROL
 AO0295
 AO0295  NGVD 29 (??/??/92)  158.782  (m)          520.94   (f) ADJ UNCH    1 2
 AO0295
 AO0295.Superseded values are not recommended for survey control.
 AO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0295.See file dsdata.txt to determine how the superseded data were derived.
 AO0295
 AO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS669083(NAD 83)
 AO0295_MARKER: DB = BENCH MARK DISK
 AO0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0295_SP_SET: ABUTMENT
 AO0295_STAMPING: A 1079 1956
 AO0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0295
 AO0295  HISTORY     - Date     Condition        Report By
 AO0295  HISTORY     - 1956     MONUMENTED       CGS
 AO0295  HISTORY     - 1958     GOOD             NGS
 AO0295
 AO0295                          STATION DESCRIPTION
 AO0295
 AO0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0295'4.15 MI N FROM ENCINAL.
 AO0295'4.15 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0295'FROM THE STATION AT ENCINAL, 116 FEET EAST OF THE EAST RAIL, 26 FEET
 AO0295'WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, SET IN THE TOP OF THE WEST
 AO0295'END OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE UNDER THE HIGHWAY.
 AO0295
 AO0295                          STATION RECOVERY (1958)
 AO0295
 AO0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0050 ***********************************************************************
 BL0050  DESIGNATION -  A 108
 BL0050  PID         -  BL0050
 BL0050  STATE/COUNTY-  TX/TYLER
 BL0050  USGS QUAD   -  TOWN BLUFF (1984)
 BL0050
 BL0050                         *CURRENT SURVEY CONTROL
 BL0050  ___________________________________________________________________
 BL0050* NAD 83(1986)-  30 47 24.     (N)    094 10 54.     (W)     SCALED    
 BL0050* NAVD 88     -        65.89   (+/-2cm)     216.2    (feet)  VERTCON   
 BL0050  ___________________________________________________________________
 BL0050  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BL0050
 BL0050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0050
 BL0050.The horizontal coordinates were scaled from a topographic map and have
 BL0050.an estimated accuracy of +/- 6 seconds.
 BL0050
 BL0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0050.The vertical order pertains to the NGVD 29 superseded value.
 BL0050
 BL0050.The geoid height was determined by GEOID03.
 BL0050
 BL0050;                    North         East    Units  Estimated Accuracy
 BL0050;SPC TX C     - 3,140,800.    1,288,430.      MT  (+/- 180 meters Scaled)
 BL0050
 BL0050                          SUPERSEDED SURVEY CONTROL
 BL0050
 BL0050  NGVD 29 (??/??/92)   65.888  (m)          216.17   (f) ADJ UNCH    2 0
 BL0050
 BL0050.Superseded values are not recommended for survey control.
 BL0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0050.See file dsdata.txt to determine how the superseded data were derived.
 BL0050
 BL0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ869069(NAD 83)
 BL0050_MARKER: DD = SURVEY DISK
 BL0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0050_STAMPING: A 108
 BL0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0050+STABILITY: SURFACE MOTION
 BL0050
 BL0050  HISTORY     - Date     Condition        Report By
 BL0050  HISTORY     - UNK      MONUMENTED       DOD
 BL0050  HISTORY     - 1952     GOOD             NGS
 BL0050  HISTORY     - 1954     MARK NOT FOUND   USGS
 BL0050
 BL0050                          STATION DESCRIPTION
 BL0050
 BL0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BL0050'0.2 MI SW FROM TOWN BLUFF.
 BL0050'0.1 MILE SOUTH ALONG FARM ROAD 92 FROM THE CORPS OF ENGINEERS OFFICE
 BL0050'AT TOWN BLUFF, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD.  125 FEET
 BL0050'EAST OF THE NORTHEAST CORNER OF AN UNPAINTED HOUSE, 81 FEET EAST OF A
 BL0050'LONE 10-INCH PINE TREE, 31 FEET SOUTH OF THE CENTER LINE OF A GRAVELED
 BL0050'ROAD, 6.5 FEET SOUTH OF A FENCE, 7.6 FEET SOUTH OF A WITNESS POST,
 BL0050'ALONG THE NORTH SIDE OF A FIELD, SET IN THE TOP OF A CONCRETE POST
 BL0050'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK WAS SET IN
 BL0050'A FIELD THAT HAS BEEN PLOWED.  THE POST HAS PROBABLY BEEN PULLED OUT
 BL0050'AND THE REMAINING CONCRETE PULVERIZED.  THE WITNESS POST WAS FOUND,
 BL0050'BUT NOT THE DISK.
 BL0050
 BL0050                          STATION RECOVERY (1954)
 BL0050
 BL0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BL0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0173 ***********************************************************************
 BP0173  DESIGNATION -  A 108
 BP0173  PID         -  BP0173
 BP0173  STATE/COUNTY-  TX/PECOS
 BP0173  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0173
 BP0173                         *CURRENT SURVEY CONTROL
 BP0173  ___________________________________________________________________
 BP0173* NAD 83(1986)-  30 47 21.     (N)    102 48 51.     (W)     SCALED    
 BP0173* NAVD 88     -       950.007  (meters)    3116.81   (feet)  POSTED    
 BP0173  ___________________________________________________________________
 BP0173  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 BP0173  DYNAMIC HT  -         948.540 (meters)    3112.00  (feet)  COMP
 BP0173  MODELED GRAV-     979,064.4   (mgal)                       NAVD 88
 BP0173
 BP0173  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0173
 BP0173.The horizontal coordinates were scaled from a topographic map and have
 BP0173.an estimated accuracy of +/- 6 seconds.
 BP0173
 BP0173.The orthometric height was determined by differential leveling
 BP0173.and adjusted by the National Geodetic Survey in 1992..
 BP0173.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0173.rate of 2.1 thru 3.0 mm/km.
 BP0173
 BP0173.The geoid height was determined by GEOID03.
 BP0173
 BP0173.The dynamic height is computed by dividing the NAVD 88
 BP0173.geopotential number by the normal gravity value computed on the
 BP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0173.degrees latitude (g = 980.6199 gals.).
 BP0173
 BP0173.The modeled gravity was interpolated from observed gravity values.
 BP0173
 BP0173;                    North         East    Units  Estimated Accuracy
 BP0173;SPC TX C     - 3,127,080.      462,600.      MT  (+/- 180 meters Scaled)
 BP0173
 BP0173                          SUPERSEDED SURVEY CONTROL
 BP0173
 BP0173  NGVD 29 (??/??/92)  949.671  (m)         3115.71   (f) ADJ UNCH    1 2
 BP0173
 BP0173.Superseded values are not recommended for survey control.
 BP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0173.See file dsdata.txt to determine how the superseded data were derived.
 BP0173
 BP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ091082(NAD 83)
 BP0173_MARKER: DB = BENCH MARK DISK
 BP0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0173_STAMPING: A 108 1933 3115.729
 BP0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0173+STABILITY: SURFACE MOTION
 BP0173
 BP0173  HISTORY     - Date     Condition        Report By
 BP0173  HISTORY     - 1933     MONUMENTED       CGS
 BP0173  HISTORY     - 1958     GOOD             NGS
 BP0173  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0173
 BP0173                          STATION DESCRIPTION
 BP0173
 BP0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0173'8.35 MI SE FROM FORT STOCKTON.
 BP0173'ABOUT 8.35 MILES SOUTHEAST ALONG U. S. HIGHWAY 285 FROM THE PANHANDLE
 BP0173'AND SANTA FE RAILWAY STATION AT FORT STOCKTON, ABOUT 209 YARDS
 BP0173'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.4 MILE NORTHWEST
 BP0173'OF THE CROSSING OF A 3-WIRE POWER LINE, 72 FEET NORTHEAST OF THE
 BP0173'CENTER LINE OF THE OLD HIGHWAY, 2 FEET WEST OF A WHITE WOODEN WITNESS
 BP0173'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BP0173
 BP0173                          STATION RECOVERY (1981)
 BP0173
 BP0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0615 ***********************************************************************
 AE0615  DESIGNATION -  A 1080
 AE0615  PID         -  AE0615
 AE0615  STATE/COUNTY-  TX/STARR
 AE0615  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0615
 AE0615                         *CURRENT SURVEY CONTROL
 AE0615  ___________________________________________________________________
 AE0615* NAD 83(1986)-  26 22 49.     (N)    098 49 51.     (W)     SCALED    
 AE0615* NAVD 88     -        55.056  (meters)     180.63   (feet)  ADJUSTED  
 AE0615  ___________________________________________________________________
 AE0615  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AE0615  DYNAMIC HT  -          54.965 (meters)     180.33  (feet)  COMP
 AE0615  MODELED GRAV-     978,999.2   (mgal)                       NAVD 88
 AE0615
 AE0615  VERT ORDER  -  FIRST     CLASS II
 AE0615
 AE0615.The horizontal coordinates were scaled from a topographic map and have
 AE0615.an estimated accuracy of +/- 6 seconds.
 AE0615
 AE0615.The orthometric height was determined by differential leveling
 AE0615.and adjusted by the National Geodetic Survey in June 1991..
 AE0615.WARNING-Repeat measurements at this control monument indicate possible
 AE0615.vertical movement.
 AE0615
 AE0615.The geoid height was determined by GEOID03.
 AE0615
 AE0615.The dynamic height is computed by dividing the NAVD 88
 AE0615.geopotential number by the normal gravity value computed on the
 AE0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0615.degrees latitude (g = 980.6199 gals.).
 AE0615
 AE0615.The modeled gravity was interpolated from observed gravity values.
 AE0615
 AE0615;                    North         East    Units  Estimated Accuracy
 AE0615;SPC TX S     - 5,079,110.      266,990.      MT  (+/- 180 meters Scaled)
 AE0615
 AE0615                          SUPERSEDED SURVEY CONTROL
 AE0615
 AE0615  NGVD 29 (??/??/92)   55.085  (m)          180.72   (f) ADJ UNCH    1 2
 AE0615
 AE0615.Superseded values are not recommended for survey control.
 AE0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0615.See file dsdata.txt to determine how the superseded data were derived.
 AE0615
 AE0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ168178(NAD 83)
 AE0615_MARKER: DB = BENCH MARK DISK
 AE0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0615_SP_SET: BRICK PILLER
 AE0615_STAMPING: A 1080 1956
 AE0615_MARK LOGO: CGS   
 AE0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0615
 AE0615  HISTORY     - Date     Condition        Report By
 AE0615  HISTORY     - 1956     MONUMENTED       CGS
 AE0615  HISTORY     - 1981     GOOD             NGS
 AE0615
 AE0615                          STATION DESCRIPTION
 AE0615
 AE0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0615'0.7 MI W FROM RIO GRANDE CITY.
 AE0615'0.7 MILE WEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO GRANDE
 AE0615'CITY, AT THE WEST GRAMMAR SCHOOL, AT THE SOUTH ENTRANCE OF THE SCHOOL
 AE0615'BUILDING, 2.1 FEET EAST OF THE WEST EDGE OF THE EAST BRICK PILLAR, 2.4
 AE0615'FEET ABOVE THE GROUND, SET VERTICALLY IN THE SOUTH SIDE OF THE BRICK
 AE0615'PILLAR.
 AE0615
 AE0615                          STATION RECOVERY (1981)
 AE0615
 AE0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0615'RECOVERED THIS DATE.  NOTE, ASLO 1.9 KM (1.2 MI) WEST ALONG U.S.
 AE0615'HIGHWAY 83 FROM THE JUNCTION OF STATE ROUTE 775 IN RIO CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1060 ***********************************************************************
 AE1060  DESIGNATION -  A 1081
 AE1060  PID         -  AE1060
 AE1060  STATE/COUNTY-  TX/ZAPATA
 AE1060  USGS QUAD   -  ZAPATA NW (1979)
 AE1060
 AE1060                         *CURRENT SURVEY CONTROL
 AE1060  ___________________________________________________________________
 AE1060* NAD 83(1986)-  27 00 00.     (N)    099 22 41.     (W)     SCALED    
 AE1060* NAVD 88     -       100.191  (meters)     328.71   (feet)  ADJUSTED  
 AE1060  ___________________________________________________________________
 AE1060  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AE1060  DYNAMIC HT  -         100.030 (meters)     328.18  (feet)  COMP
 AE1060  MODELED GRAV-     979,043.8   (mgal)                       NAVD 88
 AE1060
 AE1060  VERT ORDER  -  FIRST     CLASS II
 AE1060
 AE1060.The horizontal coordinates were scaled from a topographic map and have
 AE1060.an estimated accuracy of +/- 6 seconds.
 AE1060
 AE1060.The orthometric height was determined by differential leveling
 AE1060.and adjusted by the National Geodetic Survey in June 1991..
 AE1060
 AE1060.The geoid height was determined by GEOID03.
 AE1060
 AE1060.The dynamic height is computed by dividing the NAVD 88
 AE1060.geopotential number by the normal gravity value computed on the
 AE1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1060.degrees latitude (g = 980.6199 gals.).
 AE1060
 AE1060.The modeled gravity was interpolated from observed gravity values.
 AE1060
 AE1060;                    North         East    Units  Estimated Accuracy
 AE1060;SPC TX S     - 5,148,030.      212,860.      MT  (+/- 180 meters Scaled)
 AE1060
 AE1060                          SUPERSEDED SURVEY CONTROL
 AE1060
 AE1060  NGVD 29 (??/??/92)  100.254  (m)          328.92   (f) ADJ UNCH    1 2
 AE1060
 AE1060.Superseded values are not recommended for survey control.
 AE1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1060.See file dsdata.txt to determine how the superseded data were derived.
 AE1060
 AE1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ624864(NAD 83)
 AE1060_MARKER: DB = BENCH MARK DISK
 AE1060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1060_SP_SET: CURB
 AE1060_STAMPING: A 1081 1956
 AE1060_MARK LOGO: CGS   
 AE1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1060
 AE1060  HISTORY     - Date     Condition        Report By
 AE1060  HISTORY     - 1956     MONUMENTED       CGS
 AE1060  HISTORY     - 1981     GOOD             NGS
 AE1060
 AE1060                          STATION DESCRIPTION
 AE1060
 AE1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1060'5.0 MI SE FROM SAN YGNACIO.
 AE1060'0.2 MILE EAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE CATHOLIC
 AE1060'CHURCH AT SAN YGNACIO, THENCE 4.8 MILES SOUTHEAST ALONG U.S. HIGHWAY
 AE1060'83, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT ABOVE
 AE1060'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 AE1060'SOUTHWEST CURB OF A CONCRETE BRIDGE OVER ARROYO BURRO.
 AE1060
 AE1060                          STATION RECOVERY (1981)
 AE1060
 AE1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1060'RECOVERED THIS DATE, NOTE, 7.7 KM (4.8 MI) SOUTHEAST ALONG
 AE1060'U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM ROAD 3169 IN SAN YGNACIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0817 ***********************************************************************
 AJ0817  DESIGNATION -  A 1082
 AJ0817  PID         -  AJ0817
 AJ0817  STATE/COUNTY-  TX/ZAPATA
 AJ0817  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0817
 AJ0817                         *CURRENT SURVEY CONTROL
 AJ0817  ___________________________________________________________________
 AJ0817* NAD 83(1986)-  27 10 17.     (N)    099 25 18.     (W)     SCALED    
 AJ0817* NAVD 88     -       107.160  (meters)     351.57   (feet)  ADJUSTED  
 AJ0817  ___________________________________________________________________
 AJ0817  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AJ0817  DYNAMIC HT  -         106.988 (meters)     351.01  (feet)  COMP
 AJ0817  MODELED GRAV-     979,040.2   (mgal)                       NAVD 88
 AJ0817
 AJ0817  VERT ORDER  -  FIRST     CLASS II
 AJ0817
 AJ0817.The horizontal coordinates were scaled from a topographic map and have
 AJ0817.an estimated accuracy of +/- 6 seconds.
 AJ0817
 AJ0817.The orthometric height was determined by differential leveling
 AJ0817.and adjusted by the National Geodetic Survey in June 1991..
 AJ0817.WARNING-Repeat measurements at this control monument indicate possible
 AJ0817.vertical movement.
 AJ0817
 AJ0817.The geoid height was determined by GEOID03.
 AJ0817
 AJ0817.The dynamic height is computed by dividing the NAVD 88
 AJ0817.geopotential number by the normal gravity value computed on the
 AJ0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0817.degrees latitude (g = 980.6199 gals.).
 AJ0817
 AJ0817.The modeled gravity was interpolated from observed gravity values.
 AJ0817
 AJ0817;                    North         East    Units  Estimated Accuracy
 AJ0817;SPC TX S     - 5,167,040.      208,670.      MT  (+/- 180 meters Scaled)
 AJ0817
 AJ0817                          SUPERSEDED SURVEY CONTROL
 AJ0817
 AJ0817  NGVD 29 (??/??/92)  107.191  (m)          351.68   (f) ADJ UNCH    1 2
 AJ0817
 AJ0817.Superseded values are not recommended for survey control.
 AJ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0817.See file dsdata.txt to determine how the superseded data were derived.
 AJ0817
 AJ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR582054(NAD 83)
 AJ0817_MARKER: DB = BENCH MARK DISK
 AJ0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0817_STAMPING: A 1082 1957
 AJ0817_MARK LOGO: CGS   
 AJ0817_PROJECTION: FLUSH
 AJ0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0817+STABILITY: SURFACE MOTION
 AJ0817
 AJ0817  HISTORY     - Date     Condition        Report By
 AJ0817  HISTORY     - 1957     MONUMENTED       CGS
 AJ0817  HISTORY     - 1981     GOOD             NGS
 AJ0817  HISTORY     - 1988     GOOD             USPSQD
 AJ0817
 AJ0817                          STATION DESCRIPTION
 AJ0817
 AJ0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0817'8.9 MI N FROM SAN YGNACIO.
 AJ0817'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0817'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 8.5 MILES NORTH ALONG U.S.
 AJ0817'HIGHWAY 83, 52 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET
 AJ0817'NORTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 1.5 FEET WEST
 AJ0817'OF A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AJ0817'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AJ0817
 AJ0817                          STATION RECOVERY (1981)
 AJ0817
 AJ0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0817'RECOVERED THIS DATE, NOTE, 14.7 KM (9.1 MI) NORTH ALONG U.S.
 AJ0817'HIGHWAY 83 FROM THE JUNCTION OF FARM ROAD 3169 IN SAN YGNACIO, NOTE,
 AJ0817'14.6 METERS (48.0 FT) NORTH OF CENTER OF A GRAVEL ROAD LEADING EAST TO
 AJ0817'LA PERLA RANCH, 10.4 METERS (34.0 FT) NORTH OF A CORNER FENCE POST.
 AJ0817'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 AJ0817'THE MARK IS 0.30 M ABOVE HIGHWAY.
 AJ0817
 AJ0817                          STATION RECOVERY (1988)
 AJ0817
 AJ0817'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0739 ***********************************************************************
 AJ0739  DESIGNATION -  A 1083
 AJ0739  PID         -  AJ0739
 AJ0739  STATE/COUNTY-  TX/WEBB
 AJ0739  USGS QUAD   -  LAREDO EAST (1980)
 AJ0739
 AJ0739                         *CURRENT SURVEY CONTROL
 AJ0739  ___________________________________________________________________
 AJ0739* NAD 83(1986)-  27 35 32.     (N)    099 29 49.     (W)     SCALED    
 AJ0739* NAVD 88     -       142.059  (meters)     466.07   (feet)  ADJUSTED  
 AJ0739  ___________________________________________________________________
 AJ0739  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AJ0739  DYNAMIC HT  -         141.836 (meters)     465.34  (feet)  COMP
 AJ0739  MODELED GRAV-     979,073.6   (mgal)                       NAVD 88
 AJ0739
 AJ0739  VERT ORDER  -  FIRST     CLASS II
 AJ0739
 AJ0739.The horizontal coordinates were scaled from a topographic map and have
 AJ0739.an estimated accuracy of +/- 6 seconds.
 AJ0739
 AJ0739.The orthometric height was determined by differential leveling
 AJ0739.and adjusted by the National Geodetic Survey in June 1991..
 AJ0739.WARNING-Repeat measurements at this control monument indicate possible
 AJ0739.vertical movement.
 AJ0739
 AJ0739.The geoid height was determined by GEOID03.
 AJ0739
 AJ0739.The dynamic height is computed by dividing the NAVD 88
 AJ0739.geopotential number by the normal gravity value computed on the
 AJ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0739.degrees latitude (g = 980.6199 gals.).
 AJ0739
 AJ0739.The modeled gravity was interpolated from observed gravity values.
 AJ0739
 AJ0739;                    North         East    Units  Estimated Accuracy
 AJ0739;SPC TX S     - 5,213,730.      201,580.      MT  (+/- 180 meters Scaled)
 AJ0739
 AJ0739                          SUPERSEDED SURVEY CONTROL
 AJ0739
 AJ0739  NGVD 29 (??/??/92)  142.040  (m)          466.01   (f) ADJ UNCH    1 2
 AJ0739
 AJ0739.Superseded values are not recommended for survey control.
 AJ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0739.See file dsdata.txt to determine how the superseded data were derived.
 AJ0739
 AJ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR509521(NAD 83)
 AJ0739_MARKER: DB = BENCH MARK DISK
 AJ0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0739_SP_SET: TILE PIPE
 AJ0739_STAMPING: A 1083 1957
 AJ0739_MARK LOGO: CGS   
 AJ0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0739
 AJ0739  HISTORY     - Date     Condition        Report By
 AJ0739  HISTORY     - 1957     MONUMENTED       CGS
 AJ0739  HISTORY     - 1981     POOR             NGS
 AJ0739  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ0739
 AJ0739                          STATION DESCRIPTION
 AJ0739
 AJ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0739'6.1 MI N FROM LAREDO.
 AJ0739'6.1 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0739'FROM THE STATION AT LAREDO, 35 FEET EAST OF THE EAST RAIL, 11 FEET
 AJ0739'NORTH OF MILEPOST 406, 3 FEET NORTH OF A WITNESS POST, CLAMPED ON THE
 AJ0739'TOP OF A 5/8 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 11 FEET IN
 AJ0739'THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.6 FOOT
 AJ0739'ABOVE THE GROUND.
 AJ0739
 AJ0739                          STATION RECOVERY (1981)
 AJ0739
 AJ0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0739'ONE AND ONE HALF BLOCKS (0.1 MI) WEST ALONG MATAMOROS STREET FROM THE
 AJ0739'POST OFFICE AT LAREDO, THENCE 9.9 KM (6.15 MI) NORTH ALONG SANTA MARIA
 AJ0739'AVENUE AND INTERSTATE HIGHWAY 35 WEST FRONTAGE ROAD, SET NEAR RAILROAD
 AJ0739'MILEPOLE 406, 10.1 METERS (35.0 FT) EAST OF EAST RAIL OF THE MISSOURI
 AJ0739'PACIFIC RAILROAD, AND 3.5 METERS (11.6 FT) NORTH OF THE MILEPOLE,
 AJ0739'NOTE, TILE CASEMENT ORIGINALLY PLACED AROUND ROD WAS BROKEN AND DISK
 AJ0739'WAS DISTURBED, A 5-INCH PVC PIPE WAS CEMENTED AROUND THE ROD OUTER
 AJ0739'EDGE OF DISK BENT DOWNWARD.
 AJ0739'THE MARK IS 0.9 M BELOW THE RAILROAD TRACKS.
 AJ0739
 AJ0739                          STATION RECOVERY (2002)
 AJ0739
 AJ0739'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0748 ***********************************************************************
 AJ0748  DESIGNATION -  A 1084
 AJ0748  PID         -  AJ0748
 AJ0748  STATE/COUNTY-  TX/WEBB
 AJ0748  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0748
 AJ0748                         *CURRENT SURVEY CONTROL
 AJ0748  ___________________________________________________________________
 AJ0748* NAD 83(1986)-  27 48 17.     (N)    099 29 02.     (W)     SCALED    
 AJ0748* NAVD 88     -       215.151  (meters)     705.87   (feet)  POSTED    
 AJ0748  ___________________________________________________________________
 AJ0748  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AJ0748  DYNAMIC HT  -         214.810 (meters)     704.76  (feet)  COMP
 AJ0748  MODELED GRAV-     979,076.5   (mgal)                       NAVD 88
 AJ0748
 AJ0748  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0748
 AJ0748.The horizontal coordinates were scaled from a topographic map and have
 AJ0748.an estimated accuracy of +/- 6 seconds.
 AJ0748
 AJ0748.The orthometric height was determined by differential leveling
 AJ0748.and adjusted by the National Geodetic Survey in 1992..
 AJ0748.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0748.rate of 1.1 thru 2.0 mm/km.
 AJ0748
 AJ0748.The geoid height was determined by GEOID03.
 AJ0748
 AJ0748.The dynamic height is computed by dividing the NAVD 88
 AJ0748.geopotential number by the normal gravity value computed on the
 AJ0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0748.degrees latitude (g = 980.6199 gals.).
 AJ0748
 AJ0748.The modeled gravity was interpolated from observed gravity values.
 AJ0748
 AJ0748;                    North         East    Units  Estimated Accuracy
 AJ0748;SPC TX S     - 5,237,270.      203,050.      MT  (+/- 180 meters Scaled)
 AJ0748
 AJ0748                          SUPERSEDED SURVEY CONTROL
 AJ0748
 AJ0748  NGVD 29 (??/??/92)  215.130  (m)          705.81   (f) ADJ UNCH    1 2
 AJ0748
 AJ0748.Superseded values are not recommended for survey control.
 AJ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0748.See file dsdata.txt to determine how the superseded data were derived.
 AJ0748
 AJ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR523756(NAD 83)
 AJ0748_MARKER: DB = BENCH MARK DISK
 AJ0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0748_STAMPING: A 1084 1957
 AJ0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0748+STABILITY: SURFACE MOTION
 AJ0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ0748+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ0748
 AJ0748  HISTORY     - Date     Condition        Report By
 AJ0748  HISTORY     - 1957     MONUMENTED       CGS
 AJ0748  HISTORY     - 20020409 GOOD             USPSQD
 AJ0748
 AJ0748                          STATION DESCRIPTION
 AJ0748
 AJ0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0748'4.6 MI W FROM WEBB.
 AJ0748'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0748'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ0748'GRADED DIRT ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 AJ0748'THENCE 0.5 MILE NORTHWEST ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH
 AJ0748'A PRIVATE ROAD LEADING SOUTHWEST, 55 FEET SOUTHWEST OF THE CENTER LINE
 AJ0748'OF THE MAIN ROAD, 18 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 AJ0748'ROAD, 35 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET NORTHWEST OF A
 AJ0748'FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AJ0748'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AJ0748
 AJ0748                          STATION RECOVERY (2002)
 AJ0748
 AJ0748'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0263 ***********************************************************************
 AO0263  DESIGNATION -  A 1085
 AO0263  PID         -  AO0263
 AO0263  STATE/COUNTY-  TX/LA SALLE
 AO0263  USGS QUAD   -  COTULLA (1974)
 AO0263
 AO0263                         *CURRENT SURVEY CONTROL
 AO0263  ___________________________________________________________________
 AO0263* NAD 83(1986)-  28 25 19.     (N)    099 13 47.     (W)     SCALED    
 AO0263* NAVD 88     -       128.454  (meters)     421.44   (feet)  ADJUSTED  
 AO0263  ___________________________________________________________________
 AO0263  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AO0263  DYNAMIC HT  -         128.261 (meters)     420.80  (feet)  COMP
 AO0263  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 AO0263
 AO0263  VERT ORDER  -  FIRST     CLASS II
 AO0263
 AO0263.The horizontal coordinates were scaled from a topographic map and have
 AO0263.an estimated accuracy of +/- 6 seconds.
 AO0263
 AO0263.The orthometric height was determined by differential leveling
 AO0263.and adjusted by the National Geodetic Survey in June 1991..
 AO0263
 AO0263.The geoid height was determined by GEOID03.
 AO0263
 AO0263.The dynamic height is computed by dividing the NAVD 88
 AO0263.geopotential number by the normal gravity value computed on the
 AO0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0263.degrees latitude (g = 980.6199 gals.).
 AO0263
 AO0263.The modeled gravity was interpolated from observed gravity values.
 AO0263
 AO0263;                    North         East    Units  Estimated Accuracy
 AO0263;SPC TXSC     - 4,065,260.      577,490.      MT  (+/- 180 meters Scaled)
 AO0263
 AO0263                          SUPERSEDED SURVEY CONTROL
 AO0263
 AO0263  NGVD 29 (??/??/92)  128.34   (m)          421.1    (f) COMPUTED    1 2
 AO0263
 AO0263.Superseded values are not recommended for survey control.
 AO0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0263.See file dsdata.txt to determine how the superseded data were derived.
 AO0263
 AO0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS775439(NAD 83)
 AO0263_MARKER: DB = BENCH MARK DISK
 AO0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0263_STAMPING: A 1085 1957
 AO0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0263+STABILITY: SURFACE MOTION
 AO0263
 AO0263  HISTORY     - Date     Condition        Report By
 AO0263  HISTORY     - 1957     MONUMENTED       CGS
 AO0263  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0263
 AO0263                          STATION DESCRIPTION
 AO0263
 AO0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0263'1.2 MI SE FROM COTULLA.
 AO0263'0.4 MILE SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0263'FROM THE STATION AT COTULLA, THENCE 0.8 MILE SOUTHEAST ALONG FARM ROAD
 AO0263'468, ON THE OUTSIDE OF A CURVE IN THE FARM ROAD, 84 FEET NORTHWEST OF
 AO0263'THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTHWEST, 50 FEET
 AO0263'SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 2.7 FEET NORTHEAST OF A
 AO0263'FENCE, 1.7 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AO0263'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0263
 AO0263                          STATION RECOVERY (1997)
 AO0263
 AO0263'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0405 ***********************************************************************
 AO0405  DESIGNATION -  A 1086
 AO0405  PID         -  AO0405
 AO0405  STATE/COUNTY-  TX/DIMMIT
 AO0405  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0405
 AO0405                         *CURRENT SURVEY CONTROL
 AO0405  ___________________________________________________________________
 AO0405* NAD 83(1986)-  28 31 18.     (N)    099 51 29.     (W)     SCALED    
 AO0405* NAVD 88     -       178.512  (meters)     585.67   (feet)  ADJUSTED  
 AO0405  ___________________________________________________________________
 AO0405  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AO0405  DYNAMIC HT  -         178.244 (meters)     584.79  (feet)  COMP
 AO0405  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 AO0405
 AO0405  VERT ORDER  -  FIRST     CLASS II
 AO0405
 AO0405.The horizontal coordinates were scaled from a topographic map and have
 AO0405.an estimated accuracy of +/- 6 seconds.
 AO0405
 AO0405.The orthometric height was determined by differential leveling
 AO0405.and adjusted by the National Geodetic Survey in June 1991..
 AO0405.WARNING-Repeat measurements at this control monument indicate possible
 AO0405.vertical movement.
 AO0405
 AO0405.The geoid height was determined by GEOID03.
 AO0405
 AO0405.The dynamic height is computed by dividing the NAVD 88
 AO0405.geopotential number by the normal gravity value computed on the
 AO0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0405.degrees latitude (g = 980.6199 gals.).
 AO0405
 AO0405.The modeled gravity was interpolated from observed gravity values.
 AO0405
 AO0405;                    North         East    Units  Estimated Accuracy
 AO0405;SPC TXSC     - 4,076,600.      516,010.      MT  (+/- 180 meters Scaled)
 AO0405
 AO0405                          SUPERSEDED SURVEY CONTROL
 AO0405
 AO0405  NGVD 29 (??/??/92)  178.468  (m)          585.52   (f) ADJ UNCH    1 2
 AO0405
 AO0405.Superseded values are not recommended for survey control.
 AO0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0405.See file dsdata.txt to determine how the superseded data were derived.
 AO0405
 AO0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS160552(NAD 83)
 AO0405_MARKER: DB = BENCH MARK DISK
 AO0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0405_STAMPING: A 1086 1957
 AO0405_MARK LOGO: CGS   
 AO0405_PROJECTION: FLUSH
 AO0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0405+STABILITY: SURFACE MOTION
 AO0405
 AO0405  HISTORY     - Date     Condition        Report By
 AO0405  HISTORY     - 1957     MONUMENTED       CGS
 AO0405  HISTORY     - 1982     GOOD             NGS
 AO0405  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 AO0405
 AO0405                          STATION DESCRIPTION
 AO0405
 AO0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0405'IN CARRIZO SPRINGS.
 AO0405'AT CARRIZO SPRINGS, 245 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 AO0405'83, 150 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 277, 38 FEET
 AO0405'SOUTH OF THE CENTER LINE OF HOUSTON STREET, 1.6 FEET EAST OF THE EAST
 AO0405'WALL OF THE SAN ANTONIO, UVALDE AND GULF RAILROAD STATION, 3 FEET
 AO0405'SOUTHEAST OF THE NORTHEAST CORNER OF THE STATION, SET IN THE TOP OF A
 AO0405'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0405
 AO0405                          STATION RECOVERY (1982)
 AO0405
 AO0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0405'4 BLOCKS 0.3 KM (0.2 MI) EAST SOUTHEAST ALONG HOUSTON STREET FROM THE
 AO0405'POST OFFICE AT CARRIZO SPRINGS BETWEEN FIRST STREET (U.S. HIGHWAY 83)
 AO0405'AND SECOND STREET IN A VACANT LOT, 15.2 METERS (150.0 FT) NORTH
 AO0405'NORTHEAST OF CENTER OF U.S. HIGHWAY 277, 34.4 METERS (113.0 FT) EAST
 AO0405'OF EAST CORNER OF BRICK BUILDING, PIZZA HUT, AND 11.5 METERS (38.0 FT)
 AO0405'SOUTHWEST OF CENTERLINE OF HOUSTON STREET.  NOTE, RAILROAD STATION IS
 AO0405'GONE.
 AO0405'THE MARK IS ABOVE LEVEL WITH HIGHWAY 277.
 AO0405
 AO0405                          STATION RECOVERY (1997)
 AO0405
 AO0405'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0075 ***********************************************************************
 AP0075  DESIGNATION -  A 1087
 AP0075  PID         -  AP0075
 AP0075  STATE/COUNTY-  TX/MAVERICK
 AP0075  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0075
 AP0075                         *CURRENT SURVEY CONTROL
 AP0075  ___________________________________________________________________
 AP0075* NAD 83(1986)-  28 42 31.     (N)    100 29 10.     (W)     SCALED    
 AP0075* NAVD 88     -       249.246  (meters)     817.73   (feet)  ADJUSTED  
 AP0075  ___________________________________________________________________
 AP0075  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0075  DYNAMIC HT  -         248.874 (meters)     816.51  (feet)  COMP
 AP0075  MODELED GRAV-     979,145.7   (mgal)                       NAVD 88
 AP0075
 AP0075  VERT ORDER  -  FIRST     CLASS II
 AP0075
 AP0075.The horizontal coordinates were scaled from a topographic map and have
 AP0075.an estimated accuracy of +/- 6 seconds.
 AP0075
 AP0075.The orthometric height was determined by differential leveling
 AP0075.and adjusted by the National Geodetic Survey in June 1991..
 AP0075
 AP0075.The geoid height was determined by GEOID03.
 AP0075
 AP0075.The dynamic height is computed by dividing the NAVD 88
 AP0075.geopotential number by the normal gravity value computed on the
 AP0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0075.degrees latitude (g = 980.6199 gals.).
 AP0075
 AP0075.The modeled gravity was interpolated from observed gravity values.
 AP0075
 AP0075;                    North         East    Units  Estimated Accuracy
 AP0075;SPC TXSC     - 4,097,930.      454,810.      MT  (+/- 180 meters Scaled)
 AP0075
 AP0075                          SUPERSEDED SURVEY CONTROL
 AP0075
 AP0075  NGVD 29 (??/??/92)  249.113  (m)          817.30   (f) ADJ UNCH    1 2
 AP0075
 AP0075.Superseded values are not recommended for survey control.
 AP0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0075.See file dsdata.txt to determine how the superseded data were derived.
 AP0075
 AP0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS548766(NAD 83)
 AP0075_MARKER: DB = BENCH MARK DISK
 AP0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0075_STAMPING: A 1087 1957
 AP0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0075+STABILITY: SURFACE MOTION
 AP0075
 AP0075  HISTORY     - Date     Condition        Report By
 AP0075  HISTORY     - 1957     MONUMENTED       CGS
 AP0075  HISTORY     - 1961     GOOD             NGS
 AP0075  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0075
 AP0075                          STATION DESCRIPTION
 AP0075
 AP0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0075'0.85 MI E FROM EAGLE PASS.
 AP0075'0.85 MILE EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0075'RAILROAD STATION AT EAGLE PASS, 196 FEET NORTHWEST OF THE NORTHWEST
 AP0075'CORNER OF THE U.S. BORDER PATROL HEADQUARTERS BUILDING, 81 FEET SOUTH
 AP0075'OF THE CENTER LINE OF THE HIGHWAY, 42 FEET EAST OF THE CENTER LINE OF
 AP0075'A DIRT ROAD, 9.8 FEET NORTH OF A POWER POLE, 2.2 FEET EAST OF A
 AP0075'WITNESS POST, 117 YARDS WEST OF THE CENTER LINE OF A DIRT ROAD LEADING
 AP0075'SOUTH TO THE EAGLE PASS AIRPORT, SET IN THE TOP OF A CONCRETE POST
 AP0075'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- IT IS ABOUT 15 FEET
 AP0075'WEST OF THE NORTHWEST END OF A LARGE BILLBOARD.
 AP0075
 AP0075                          STATION RECOVERY (1961)
 AP0075
 AP0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AP0075'RECOVERED IN GOOD CONDITION.
 AP0075
 AP0075                          STATION RECOVERY (1982)
 AP0075
 AP0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0075'NOT RECOVERED, A PARKING LOT FOR DAIRY QUEEN IS NOW THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0391 ***********************************************************************
 AO0391  DESIGNATION -  A 1088
 AO0391  PID         -  AO0391
 AO0391  STATE/COUNTY-  TX/DIMMIT
 AO0391  USGS QUAD   -  ASHERTON (1982)
 AO0391
 AO0391                         *CURRENT SURVEY CONTROL
 AO0391  ___________________________________________________________________
 AO0391* NAD 83(1986)-  28 26 31.     (N)    099 45 04.     (W)     SCALED    
 AO0391* NAVD 88     -       166.395  (meters)     545.91   (feet)  ADJUSTED  
 AO0391  ___________________________________________________________________
 AO0391  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AO0391  DYNAMIC HT  -         166.144 (meters)     545.09  (feet)  COMP
 AO0391  MODELED GRAV-     979,130.4   (mgal)                       NAVD 88
 AO0391
 AO0391  VERT ORDER  -  FIRST     CLASS II
 AO0391
 AO0391.The horizontal coordinates were scaled from a topographic map and have
 AO0391.an estimated accuracy of +/- 6 seconds.
 AO0391
 AO0391.The orthometric height was determined by differential leveling
 AO0391.and adjusted by the National Geodetic Survey in June 1991..
 AO0391.WARNING-Repeat measurements at this control monument indicate possible
 AO0391.vertical movement.
 AO0391
 AO0391.The geoid height was determined by GEOID03.
 AO0391
 AO0391.The dynamic height is computed by dividing the NAVD 88
 AO0391.geopotential number by the normal gravity value computed on the
 AO0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0391.degrees latitude (g = 980.6199 gals.).
 AO0391
 AO0391.The modeled gravity was interpolated from observed gravity values.
 AO0391
 AO0391;                    North         East    Units  Estimated Accuracy
 AO0391;SPC TXSC     - 4,067,690.      526,430.      MT  (+/- 180 meters Scaled)
 AO0391
 AO0391                          SUPERSEDED SURVEY CONTROL
 AO0391
 AO0391  NGVD 29 (??/??/92)  166.317  (m)          545.66   (f) ADJ UNCH    1 2
 AO0391
 AO0391.Superseded values are not recommended for survey control.
 AO0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0391.See file dsdata.txt to determine how the superseded data were derived.
 AO0391
 AO0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS264463(NAD 83)
 AO0391_MARKER: DB = BENCH MARK DISK
 AO0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0391_STAMPING: A 1088 1957
 AO0391_MARK LOGO: CGS   
 AO0391_PROJECTION: FLUSH
 AO0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0391+STABILITY: SURFACE MOTION
 AO0391
 AO0391  HISTORY     - Date     Condition        Report By
 AO0391  HISTORY     - 1957     MONUMENTED       CGS
 AO0391  HISTORY     - 1975     GOOD             NGS
 AO0391  HISTORY     - 1982     GOOD             NGS
 AO0391  HISTORY     - 19970712 GOOD             USPSQD
 AO0391
 AO0391                          STATION DESCRIPTION
 AO0391
 AO0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AO0391'0.7 MI NE FROM ASHERTON.
 AO0391'0.7 MILE NORTHEAST OF THE JCT. OF US HWY. 83 AND FM 190, 0.1 MILE
 AO0391'SOUTHEAST OF A JCT. OF FM 190 AND FM 1557, 60 FEET SOUTHWEST OF THE
 AO0391'CENTERLINE OF FM 1557, AT A POWERLINE CROSSING, 1 FOOT EAST OF THE
 AO0391'RIGHT OF WAY FENCE.  A CONCRETE POST, 0.5 FOOT ABOVE GROUND.
 AO0391
 AO0391                          STATION RECOVERY (1982)
 AO0391
 AO0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0391'1.0 KM (0.6 MI) NORTH ALONG FARM ROAD 910 FROM THE POST OFFICE IN
 AO0391'ASHERTON, FORMERLY U.S. HIGHWAY 83, THENCE 0.2 KM (0.1 MI) SOUTHEAST
 AO0391'ON FARM ROAD 1557 FROM THE JUNCTION OF FARM ROAD 910 AND FARM ROAD
 AO0391'1557, SET AT A POWERLINE CROSSING, 18.6 METERS (61.0 FT) SOUTHWEST OF
 AO0391'CENTER OF FARM ROAD 1557, 2.1 METERS (7.0 FT) NORTHEAST OF SOUTHEAST
 AO0391'POLE OF TWO POWER POLES, AND 0.4 METER (1.2 FT) NORTHEAST OF A FENCE.
 AO0391'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 AO0391'THE MARK IS 0.6 M BELOW FARM ROAD 1557.
 AO0391
 AO0391                          STATION RECOVERY (1997)
 AO0391
 AO0391'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0357 ***********************************************************************
 AO0357  DESIGNATION -  A 1089
 AO0357  PID         -  AO0357
 AO0357  STATE/COUNTY-  TX/WEBB
 AO0357  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0357
 AO0357                         *CURRENT SURVEY CONTROL
 AO0357  ___________________________________________________________________
 AO0357* NAD 83(1986)-  28 10 57.     (N)    099 36 27.     (W)     SCALED    
 AO0357* NAVD 88     -       202.963  (meters)     665.89   (feet)  ADJUSTED  
 AO0357  ___________________________________________________________________
 AO0357  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AO0357  DYNAMIC HT  -         202.652 (meters)     664.87  (feet)  COMP
 AO0357  MODELED GRAV-     979,108.3   (mgal)                       NAVD 88
 AO0357
 AO0357  VERT ORDER  -  FIRST     CLASS II
 AO0357
 AO0357.The horizontal coordinates were scaled from a topographic map and have
 AO0357.an estimated accuracy of +/- 6 seconds.
 AO0357
 AO0357.The orthometric height was determined by differential leveling
 AO0357.and adjusted by the National Geodetic Survey in June 1991..
 AO0357
 AO0357.The geoid height was determined by GEOID03.
 AO0357
 AO0357.The dynamic height is computed by dividing the NAVD 88
 AO0357.geopotential number by the normal gravity value computed on the
 AO0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0357.degrees latitude (g = 980.6199 gals.).
 AO0357
 AO0357.The modeled gravity was interpolated from observed gravity values.
 AO0357
 AO0357;                    North         East    Units  Estimated Accuracy
 AO0357;SPC TX S     - 5,279,230.      191,240.      MT  (+/- 180 meters Scaled)
 AO0357
 AO0357                          SUPERSEDED SURVEY CONTROL
 AO0357
 AO0357  NGVD 29 (??/??/92)  202.950  (m)          665.85   (f) ADJ UNCH    1 2
 AO0357
 AO0357.Superseded values are not recommended for survey control.
 AO0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0357.See file dsdata.txt to determine how the superseded data were derived.
 AO0357
 AO0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS403175(NAD 83)
 AO0357_MARKER: DB = BENCH MARK DISK
 AO0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0357_STAMPING: A 1089 1957
 AO0357_MARK LOGO: CGS   
 AO0357_PROJECTION: PROJECTING 8 CENTIMETERS
 AO0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0357+STABILITY: SURFACE MOTION
 AO0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0357+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2001
 AO0357
 AO0357  HISTORY     - Date     Condition        Report By
 AO0357  HISTORY     - 1957     MONUMENTED       CGS
 AO0357  HISTORY     - 1982     GOOD             NGS
 AO0357  HISTORY     - 20010326 GOOD             USPSQD
 AO0357
 AO0357                          STATION DESCRIPTION
 AO0357
 AO0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0357'11.8 MI SE FROM CATARINA.
 AO0357'11.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0357'CATARINA, 0.6 MILE NORTHWEST OF A JUNCTION WITH A GRADED DIRT ROAD, ON
 AO0357'TOP OF A HILL, 93 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AO0357'42.4 FEET SOUTHWEST OF A FENCE, IN LINE WITH THE EAST ONE OF TWO ROWS
 AO0357'OF POWER POLES, 15 FEET SOUTHEAST OF A POWER POLE, 2 FEET NORTHEAST OF
 AO0357'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AO0357'FOOT ABOVE THE GROUND.
 AO0357
 AO0357                          STATION RECOVERY (1982)
 AO0357
 AO0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0357'19.0 KM (11.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AO0357'AT CATARINA, 0.6 MI NORTHWEST OF A JUNCTION WITH A DIRT ROAD, ON TOP
 AO0357'OF A HILL, 93 FT SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 42.4 FT
 AO0357'SOUTHWEST OF A FENCE, IN LINE WITH THE EAST ONE OF TWE POWER POLES,
 AO0357'NUMBER 4571, 15.FT SOUTHEAST OF A POWER POLE, 2.4 FT EAST OF A METAL
 AO0357'WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AO0357'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 AO0357'THE MARK IS 1.2 M ABOVE HIGHWAY.
 AO0357
 AO0357                          STATION RECOVERY (2001)
 AO0357
 AO0357'RECOVERY NOTE BY US POWER SQUADRON 2001 (WHM)
 AO0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0584 ***********************************************************************
 CA0584  DESIGNATION -  A 109
 CA0584  PID         -  CA0584
 CA0584  STATE/COUNTY-  TX/CONCHO
 CA0584  USGS QUAD   -  PASCHE (1970)
 CA0584
 CA0584                         *CURRENT SURVEY CONTROL
 CA0584  ___________________________________________________________________
 CA0584* NAD 83(1986)-  31 12 56.     (N)    099 40 01.     (W)     SCALED    
 CA0584* NAVD 88     -       575.221  (meters)    1887.20   (feet)  POSTED    
 CA0584  ___________________________________________________________________
 CA0584  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CA0584  DYNAMIC HT  -         574.430 (meters)    1884.61  (feet)  COMP
 CA0584  MODELED GRAV-     979,250.8   (mgal)                       NAVD 88
 CA0584
 CA0584  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0584
 CA0584.The horizontal coordinates were scaled from a topographic map and have
 CA0584.an estimated accuracy of +/- 6 seconds.
 CA0584
 CA0584.The orthometric height was determined by differential leveling
 CA0584.and adjusted by the National Geodetic Survey in 1992..
 CA0584.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0584.rate of 0.0 thru 1.0 mm/km.
 CA0584
 CA0584.The geoid height was determined by GEOID03.
 CA0584
 CA0584.The dynamic height is computed by dividing the NAVD 88
 CA0584.geopotential number by the normal gravity value computed on the
 CA0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0584.degrees latitude (g = 980.6199 gals.).
 CA0584
 CA0584.The modeled gravity was interpolated from observed gravity values.
 CA0584
 CA0584;                    North         East    Units  Estimated Accuracy
 CA0584;SPC TX C     - 3,171,890.      763,490.      MT  (+/- 180 meters Scaled)
 CA0584
 CA0584                          SUPERSEDED SURVEY CONTROL
 CA0584
 CA0584  NGVD 29 (??/??/92)  575.134  (m)         1886.92   (f) ADJ UNCH    1 2
 CA0584
 CA0584.Superseded values are not recommended for survey control.
 CA0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0584.See file dsdata.txt to determine how the superseded data were derived.
 CA0584
 CA0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV364536(NAD 83)
 CA0584_MARKER: DB = BENCH MARK DISK
 CA0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0584_SP_SET: MONUMENT
 CA0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0584
 CA0584  HISTORY     - Date     Condition        Report By
 CA0584  HISTORY     - UNK      MONUMENTED       CGS
 CA0584  HISTORY     - 1933     GOOD             NGS
 CA0584  HISTORY     - 1935     GOOD             NGS
 CA0584
 CA0584                          STATION DESCRIPTION
 CA0584
 CA0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0584'4.9 MI W FROM MELVIN.
 CA0584'AT BRIDGE 87 A, 77 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AT AN
 CA0584'OFF SET IN FENCE, 2 1/2 TELEPHONE LINE SPANS WEST OF MILE POST 87.
 CA0584
 CA0584                          STATION RECOVERY (1935)
 CA0584
 CA0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1297 ***********************************************************************
 AY1297  DESIGNATION -  A 1090
 AY1297  PID         -  AY1297
 AY1297  STATE/COUNTY-  TX/UVALDE
 AY1297  USGS QUAD   -  UVALDE (1971)
 AY1297
 AY1297                         *CURRENT SURVEY CONTROL
 AY1297  ___________________________________________________________________
 AY1297* NAD 83(1986)-  29 14 12.     (N)    099 48 39.     (W)     SCALED    
 AY1297* NAVD 88     -       279.986  (meters)     918.59   (feet)  POSTED    
 AY1297  ___________________________________________________________________
 AY1297  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AY1297  DYNAMIC HT  -         279.580 (meters)     917.26  (feet)  COMP
 AY1297  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY1297
 AY1297  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1297
 AY1297.The horizontal coordinates were scaled from a topographic map and have
 AY1297.an estimated accuracy of +/- 6 seconds.
 AY1297
 AY1297.The orthometric height was determined by differential leveling
 AY1297.and adjusted by the National Geodetic Survey in 1992..
 AY1297.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1297.rate of 1.1 thru 2.0 mm/km.
 AY1297
 AY1297.The geoid height was determined by GEOID03.
 AY1297
 AY1297.The dynamic height is computed by dividing the NAVD 88
 AY1297.geopotential number by the normal gravity value computed on the
 AY1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1297.degrees latitude (g = 980.6199 gals.).
 AY1297
 AY1297.The modeled gravity was interpolated from observed gravity values.
 AY1297
 AY1297;                    North         East    Units  Estimated Accuracy
 AY1297;SPC TXSC     - 4,155,800.      521,190.      MT  (+/- 180 meters Scaled)
 AY1297
 AY1297                          SUPERSEDED SURVEY CONTROL
 AY1297
 AY1297  NGVD 29 (??/??/92)  279.853  (m)          918.15   (f) ADJ UNCH    1 2
 AY1297
 AY1297.Superseded values are not recommended for survey control.
 AY1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1297.See file dsdata.txt to determine how the superseded data were derived.
 AY1297
 AY1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT212344(NAD 83)
 AY1297_MARKER: DB = BENCH MARK DISK
 AY1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1297_STAMPING: A 1090 1957
 AY1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1297+STABILITY: SURFACE MOTION
 AY1297
 AY1297  HISTORY     - Date     Condition        Report By
 AY1297  HISTORY     - 1957     MONUMENTED       CGS
 AY1297  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1297  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 AY1297
 AY1297                          STATION DESCRIPTION
 AY1297
 AY1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1297'1.0 MI W FROM UVALDE.
 AY1297'1.0 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1297'STATION AT UVALDE, 12 FEET EAST OF MILEPOST 302, 38 FEET SOUTH OF THE
 AY1297'SOUTH RAIL, 28 FEET NORTH OF THE CENTER LINE OF A GRADED DIRT ROAD, IN
 AY1297'LINE WITH A ROW OF TELEPHONE POLES, 8 FEET BELOW THE TOP OF THE RAILS,
 AY1297'1.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1297'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AY1297
 AY1297                          STATION RECOVERY (1982)
 AY1297
 AY1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1297'MARK NOT RECOVERED, PROBABLY GRADED OUT WHEN NEW RAILROAD BED WAS
 AY1297'BUILT.
 AY1297
 AY1297                          STATION RECOVERY (2003)
 AY1297
 AY1297'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1300 ***********************************************************************
 AY1300  DESIGNATION -  A 1091
 AY1300  PID         -  AY1300
 AY1300  STATE/COUNTY-  TX/UVALDE
 AY1300  USGS QUAD   -  UVALDE (1971)
 AY1300
 AY1300                         *CURRENT SURVEY CONTROL
 AY1300  ___________________________________________________________________
 AY1300* NAD 83(1986)-  29 13 46.     (N)    099 47 42.     (W)     SCALED    
 AY1300* NAVD 88     -       283.070  (meters)     928.71   (feet)  POSTED    
 AY1300  ___________________________________________________________________
 AY1300  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AY1300  DYNAMIC HT  -         282.660 (meters)     927.36  (feet)  COMP
 AY1300  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AY1300
 AY1300  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1300
 AY1300.The horizontal coordinates were scaled from a topographic map and have
 AY1300.an estimated accuracy of +/- 6 seconds.
 AY1300
 AY1300.The orthometric height was determined by differential leveling
 AY1300.and adjusted by the National Geodetic Survey in 1992..
 AY1300.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1300.rate of 0.0 thru 1.0 mm/km.
 AY1300
 AY1300.The geoid height was determined by GEOID03.
 AY1300
 AY1300.The dynamic height is computed by dividing the NAVD 88
 AY1300.geopotential number by the normal gravity value computed on the
 AY1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1300.degrees latitude (g = 980.6199 gals.).
 AY1300
 AY1300.The modeled gravity was interpolated from observed gravity values.
 AY1300
 AY1300;                    North         East    Units  Estimated Accuracy
 AY1300;SPC TXSC     - 4,154,990.      522,720.      MT  (+/- 180 meters Scaled)
 AY1300
 AY1300                          SUPERSEDED SURVEY CONTROL
 AY1300
 AY1300  NGVD 29 (??/??/92)  282.934  (m)          928.26   (f) ADJ UNCH    1 2
 AY1300
 AY1300.Superseded values are not recommended for survey control.
 AY1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1300.See file dsdata.txt to determine how the superseded data were derived.
 AY1300
 AY1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT227336(NAD 83)
 AY1300_MARKER: DB = BENCH MARK DISK
 AY1300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1300_SP_SET: BEAM
 AY1300_STAMPING: A 1091 1957
 AY1300_MARK LOGO: CGS   
 AY1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1300
 AY1300  HISTORY     - Date     Condition        Report By
 AY1300  HISTORY     - 1957     MONUMENTED       CGS
 AY1300  HISTORY     - 1982     GOOD             NGS
 AY1300  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY1300  HISTORY     - 19880709 MARK NOT FOUND   USPSQD
 AY1300  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 AY1300
 AY1300                          STATION DESCRIPTION
 AY1300
 AY1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1300'IN UVALDE.
 AY1300'IN THE NORTH PART OF UVALDE, AT THE HONEY BOWL (UVALDE HIGH SCHOOL
 AY1300'STADIUM), ABOUT 45 YARDS WEST OF THE CENTER LINE OF NORTH GETTY
 AY1300'STREET, IN THE TOP OF THE CONCRETE CROSS BEAM THAT CONNECTS THE EAST
 AY1300'COLUMN OF THE STADIUM WITH THE MAIN PART OF THE STRUCTURE AND IN THE
 AY1300'THIRD BENT SOUTH OF THE NORTH END OF THE STADIUM, 60 FEET SOUTH OF THE
 AY1300'NORTH END OF THE STADIUM, 7.6 FEET WEST OF THE WEST FACE OF THE EAST
 AY1300'COLUMN, 10.7 FEET EAST OF THE CENTER OF THE ENTRANCE TO THE MENS REST
 AY1300'ROOM AND ABOUT FLUSH WITH THE GROUND.
 AY1300
 AY1300                          STATION RECOVERY (1982)
 AY1300
 AY1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1300'MARK RECOVERED THIS DATE, NOTE, NOW LOCATED 2.4 METERS (8.0 FT)
 AY1300'NORTHWEST OF SOUTHWEST CORNER AND INSIDE A TOOL SHOP, DISK IS VISIBLE
 AY1300'BUT UNABLE TO LEVEL TO DUE TO WALL STUDS DIRECTLY OVER DISK.
 AY1300
 AY1300                          STATION RECOVERY (1988)
 AY1300
 AY1300'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AY1300'MARK NOT FOUND.
 AY1300
 AY1300                          STATION RECOVERY (1988)
 AY1300
 AY1300'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1300'MARK NOT FOUND.
 AY1300
 AY1300                          STATION RECOVERY (2002)
 AY1300
 AY1300'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1331 ***********************************************************************
 AY1331  DESIGNATION -  A 1092
 AY1331  PID         -  AY1331
 AY1331  STATE/COUNTY-  TX/UVALDE
 AY1331  USGS QUAD   -  BLANCO LAKE (1971)
 AY1331
 AY1331                         *CURRENT SURVEY CONTROL
 AY1331  ___________________________________________________________________
 AY1331* NAD 83(1986)-  29 18 42.     (N)    099 35 07.     (W)     SCALED    
 AY1331* NAVD 88     -       296.072  (meters)     971.36   (feet)  ADJUSTED  
 AY1331  ___________________________________________________________________
 AY1331  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AY1331  DYNAMIC HT  -         295.641 (meters)     969.95  (feet)  COMP
 AY1331  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 AY1331
 AY1331  VERT ORDER  -  FIRST     CLASS II
 AY1331
 AY1331.The horizontal coordinates were scaled from a topographic map and have
 AY1331.an estimated accuracy of +/- 6 seconds.
 AY1331
 AY1331.The orthometric height was determined by differential leveling
 AY1331.and adjusted by the National Geodetic Survey in June 1991..
 AY1331.WARNING-Repeat measurements at this control monument indicate possible
 AY1331.vertical movement.
 AY1331
 AY1331.The geoid height was determined by GEOID03.
 AY1331
 AY1331.The dynamic height is computed by dividing the NAVD 88
 AY1331.geopotential number by the normal gravity value computed on the
 AY1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1331.degrees latitude (g = 980.6199 gals.).
 AY1331
 AY1331.The modeled gravity was interpolated from observed gravity values.
 AY1331
 AY1331;                    North         East    Units  Estimated Accuracy
 AY1331;SPC TXSC     - 4,163,980.      543,150.      MT  (+/- 180 meters Scaled)
 AY1331
 AY1331                          SUPERSEDED SURVEY CONTROL
 AY1331
 AY1331  NGVD 29 (??/??/92)  295.925  (m)          970.88   (f) ADJ UNCH    1 2
 AY1331
 AY1331.Superseded values are not recommended for survey control.
 AY1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1331.See file dsdata.txt to determine how the superseded data were derived.
 AY1331
 AY1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT431426(NAD 83)
 AY1331_MARKER: DB = BENCH MARK DISK
 AY1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1331_STAMPING: A 1092 1957
 AY1331_MARK LOGO: CGS   
 AY1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1331+STABILITY: SURFACE MOTION
 AY1331
 AY1331  HISTORY     - Date     Condition        Report By
 AY1331  HISTORY     - 1957     MONUMENTED       CGS
 AY1331  HISTORY     - 1982     GOOD             NGS
 AY1331  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1331
 AY1331                          STATION DESCRIPTION
 AY1331
 AY1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1331'3.35 MI NE FROM KNIPPA.
 AY1331'3.35 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1331'STATION AT KNIPPA, 88 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 AY1331'HIGHWAY 90, 39.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 34.6 FEET
 AY1331'SOUTHWEST OF MILEPOST 287, IN LINE WITH A ROW OF TELEPHONE POLES, 2.2
 AY1331'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1331'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1331
 AY1331                          STATION RECOVERY (1982)
 AY1331
 AY1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1331'RECOVERED THIS DATE, NOTE 5.7 KM (3.55 MI) NORTHEAST ALONG U.S.
 AY1331'HIGHWAY 90 FROM THE JUNCTION OF FARM ROAD 1049 SOUTH IN KNIPPA.
 AY1331'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AY1331
 AY1331                          STATION RECOVERY (1988)
 AY1331
 AY1331'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0088 ***********************************************************************
 AP0088  DESIGNATION -  A 1093
 AP0088  PID         -  AP0088
 AP0088  STATE/COUNTY-  TX/MAVERICK
 AP0088  USGS QUAD   -  DEADMANS HILL (1974)
 AP0088
 AP0088                         *CURRENT SURVEY CONTROL
 AP0088  ___________________________________________________________________
 AP0088* NAD 83(1986)-  28 45 36.     (N)    100 29 06.     (W)     SCALED    
 AP0088* NAVD 88     -       238.159  (meters)     781.36   (feet)  ADJUSTED  
 AP0088  ___________________________________________________________________
 AP0088  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AP0088  DYNAMIC HT  -         237.804 (meters)     780.20  (feet)  COMP
 AP0088  MODELED GRAV-     979,148.4   (mgal)                       NAVD 88
 AP0088
 AP0088  VERT ORDER  -  FIRST     CLASS II
 AP0088
 AP0088.The horizontal coordinates were scaled from a topographic map and have
 AP0088.an estimated accuracy of +/- 6 seconds.
 AP0088
 AP0088.The orthometric height was determined by differential leveling
 AP0088.and adjusted by the National Geodetic Survey in June 1991..
 AP0088
 AP0088.The geoid height was determined by GEOID03.
 AP0088
 AP0088.The dynamic height is computed by dividing the NAVD 88
 AP0088.geopotential number by the normal gravity value computed on the
 AP0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0088.degrees latitude (g = 980.6199 gals.).
 AP0088
 AP0088.The modeled gravity was interpolated from observed gravity values.
 AP0088
 AP0088;                    North         East    Units  Estimated Accuracy
 AP0088;SPC TXSC     - 4,103,620.      454,990.      MT  (+/- 180 meters Scaled)
 AP0088
 AP0088                          SUPERSEDED SURVEY CONTROL
 AP0088
 AP0088  NGVD 29 (??/??/92)  238.028  (m)          780.93   (f) ADJ UNCH    1 2
 AP0088
 AP0088.Superseded values are not recommended for survey control.
 AP0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0088.See file dsdata.txt to determine how the superseded data were derived.
 AP0088
 AP0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS550823(NAD 83)
 AP0088_MARKER: DB = BENCH MARK DISK
 AP0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0088_SP_SET: CULVERT
 AP0088_STAMPING: A 1093 1957
 AP0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0088
 AP0088  HISTORY     - Date     Condition        Report By
 AP0088  HISTORY     - 1957     MONUMENTED       CGS
 AP0088
 AP0088                          STATION DESCRIPTION
 AP0088
 AP0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0088'3.55 MI N FROM EAGLE PASS.
 AP0088'3.55 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0088'STATION AT EAGLE PASS, 0.15 MILE NORTHEAST OF A CURVE IN THE RAILROAD,
 AP0088'0.55 MILE SOUTHWEST OF MILEPOST 29, 59 FEET SOUTHEAST OF THE SOUTHEAST
 AP0088'RAIL, 12 FEET SOUTHEAST OF A FENCE, 2.5 FEET BELOW THE TOP OF A THE
 AP0088'RAILS, SET IN THE TOP OF THE CENTER OF THE SOUTHEAST HEADWALL OF A
 AP0088'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1246 ***********************************************************************
 AY1246  DESIGNATION -  A 1094
 AY1246  PID         -  AY1246
 AY1246  STATE/COUNTY-  TX/MEDINA
 AY1246  USGS QUAD   -  HONDO (1982)
 AY1246
 AY1246                         *CURRENT SURVEY CONTROL
 AY1246  ___________________________________________________________________
 AY1246* NAD 83(1986)-  29 20 32.     (N)    099 11 25.     (W)     SCALED    
 AY1246* NAVD 88     -       275.418  (meters)     903.60   (feet)  ADJUSTED  
 AY1246  ___________________________________________________________________
 AY1246  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AY1246  DYNAMIC HT  -         275.017 (meters)     902.28  (feet)  COMP
 AY1246  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 AY1246
 AY1246  VERT ORDER  -  FIRST     CLASS II
 AY1246
 AY1246.The horizontal coordinates were scaled from a topographic map and have
 AY1246.an estimated accuracy of +/- 6 seconds.
 AY1246
 AY1246.The orthometric height was determined by differential leveling
 AY1246.and adjusted by the National Geodetic Survey in June 1991..
 AY1246
 AY1246.The geoid height was determined by GEOID03.
 AY1246
 AY1246.The dynamic height is computed by dividing the NAVD 88
 AY1246.geopotential number by the normal gravity value computed on the
 AY1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1246.degrees latitude (g = 980.6199 gals.).
 AY1246
 AY1246.The modeled gravity was interpolated from observed gravity values.
 AY1246
 AY1246;                    North         East    Units  Estimated Accuracy
 AY1246;SPC TXSC     - 4,167,240.      581,520.      MT  (+/- 180 meters Scaled)
 AY1246
 AY1246                          SUPERSEDED SURVEY CONTROL
 AY1246
 AY1246  NGVD 29 (??/??/92)  275.294  (m)          903.19   (f) ADJ UNCH    1 2
 AY1246
 AY1246.Superseded values are not recommended for survey control.
 AY1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1246.See file dsdata.txt to determine how the superseded data were derived.
 AY1246
 AY1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT815459(NAD 83)
 AY1246_MARKER: DB = BENCH MARK DISK
 AY1246_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AY1246_SP_SET: 23 FT.
 AY1246_STAMPING: A 1094 1957
 AY1246_MARK LOGO: CGS   
 AY1246_PROJECTION: FLUSH
 AY1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1246
 AY1246  HISTORY     - Date     Condition        Report By
 AY1246  HISTORY     - 1957     MONUMENTED       CGS
 AY1246  HISTORY     - 1982     GOOD             NGS
 AY1246  HISTORY     - 1988     POOR             USPSQD
 AY1246  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1246  HISTORY     - 19950519 POOR             USPSQD
 AY1246  HISTORY     - 20050521 POOR             USPSQD
 AY1246
 AY1246                          STATION DESCRIPTION
 AY1246
 AY1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1246'3.0 MI W FROM HONDO.
 AY1246'3.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1246'STATION AT HONDO, 0.6 MILE EAST OF A ROAD CROSSING, 16 POLES EAST OF
 AY1246'MILEPOST 262, 41.8 FEET SOUTH OF THE SOUTH RAIL, 4 FEET SOUTH OF A
 AY1246'TELEPHONE POLE, 6.8 FEET NORTH OF A FENCE, 2.5 FEET EAST OF A WITNESS
 AY1246'POST, CLAMPED ON THE TOP OF A 5/8 INCH COPPER COATED STEEL ROD WHICH
 AY1246'IS DRIVEN 23 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH
 AY1246'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1246
 AY1246                          STATION RECOVERY (1982)
 AY1246
 AY1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1246'RECOVERED THIS DATE, NOTE, ALSO 5.2 (3.2 MI) WEST ALONG THE SOUTHERN
 AY1246'PACIFIC RAILROAD SERVICE ROAD FROM THE JUNCTION OF FARM ROAD 462 NORTH
 AY1246'IN HONDO.
 AY1246
 AY1246                          STATION RECOVERY (1988)
 AY1246
 AY1246'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1246'MARK RECOVERED IN POOR CONDITION.
 AY1246
 AY1246                          STATION RECOVERY (1995)
 AY1246
 AY1246'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1246'MARK NOT FOUND.
 AY1246
 AY1246                          STATION RECOVERY (1995)
 AY1246
 AY1246'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1246'MARK RECOVERED IN POOR CONDITION.
 AY1246
 AY1246                          STATION RECOVERY (2005)
 AY1246
 AY1246'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1246'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1266 ***********************************************************************
 AY1266  DESIGNATION -  A 1095
 AY1266  PID         -  AY1266
 AY1266  STATE/COUNTY-  TX/MEDINA
 AY1266  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1266
 AY1266                         *CURRENT SURVEY CONTROL
 AY1266  ___________________________________________________________________
 AY1266* NAD 83(1986)-  29 21 37.     (N)    099 01 14.     (W)     SCALED    
 AY1266* NAVD 88     -       273.830  (meters)     898.39   (feet)  ADJUSTED  
 AY1266  ___________________________________________________________________
 AY1266  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AY1266  DYNAMIC HT  -         273.432 (meters)     897.08  (feet)  COMP
 AY1266  MODELED GRAV-     979,182.7   (mgal)                       NAVD 88
 AY1266
 AY1266  VERT ORDER  -  FIRST     CLASS II
 AY1266
 AY1266.The horizontal coordinates were scaled from a topographic map and have
 AY1266.an estimated accuracy of +/- 6 seconds.
 AY1266
 AY1266.The orthometric height was determined by differential leveling
 AY1266.and adjusted by the National Geodetic Survey in June 1991..
 AY1266
 AY1266.The geoid height was determined by GEOID03.
 AY1266
 AY1266.The dynamic height is computed by dividing the NAVD 88
 AY1266.geopotential number by the normal gravity value computed on the
 AY1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1266.degrees latitude (g = 980.6199 gals.).
 AY1266
 AY1266.The modeled gravity was interpolated from observed gravity values.
 AY1266
 AY1266;                    North         East    Units  Estimated Accuracy
 AY1266;SPC TXSC     - 4,169,230.      598,000.      MT  (+/- 180 meters Scaled)
 AY1266
 AY1266                          SUPERSEDED SURVEY CONTROL
 AY1266
 AY1266  NGVD 29 (??/??/92)  273.700  (m)          897.96   (f) ADJ UNCH    1 2
 AY1266
 AY1266.Superseded values are not recommended for survey control.
 AY1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1266.See file dsdata.txt to determine how the superseded data were derived.
 AY1266
 AY1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT980479(NAD 83)
 AY1266_MARKER: DB = BENCH MARK DISK
 AY1266_SETTING: 66 = SET IN ROCK OUTCROP
 AY1266_SP_SET: OUTCROP
 AY1266_STAMPING: A 1095 1957
 AY1266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1266+STABILITY: POSITION/ELEVATION WELL
 AY1266
 AY1266  HISTORY     - Date     Condition        Report By
 AY1266  HISTORY     - 1957     MONUMENTED       CGS
 AY1266  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1266  HISTORY     - 19950420 MARK NOT FOUND   USPSQD
 AY1266  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AY1266  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 AY1266
 AY1266                          STATION DESCRIPTION
 AY1266
 AY1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1266'7.7 MI E FROM HONDO.
 AY1266'ABOUT 7.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1266'STATION AT HONDO, 109 FEET NORTHWEST AND ACROSS THE TRACK FROM MILE
 AY1266'POST 251, 56 FEET WEST-NORTHWEST OF THE NEAR RAIL, 27 FEET
 AY1266'WEST-NORTHWEST OF A POLE, 30 FEET NORTH OF ANOTHER POLE, 9.7 FEET
 AY1266'WEST-NORTHWEST OF THE FENCE LINE AND IN THE TOP OF A LARGE FLAT
 AY1266'SANDSTONE OUTCROP WHICH PROJECTS ABOUT 3 INCHES.
 AY1266
 AY1266                          STATION RECOVERY (1982)
 AY1266
 AY1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1266'MARK NOT SEARCHED FOR THIS DATE.
 AY1266
 AY1266                          STATION RECOVERY (1995)
 AY1266
 AY1266'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1266'MARK NOT FOUND.
 AY1266
 AY1266                          STATION RECOVERY (1997)
 AY1266
 AY1266'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1266'MARK NOT FOUND.
 AY1266
 AY1266                          STATION RECOVERY (2001)
 AY1266
 AY1266'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0548 ***********************************************************************
 BP0548  DESIGNATION -  A 1096
 BP0548  PID         -  BP0548
 BP0548  STATE/COUNTY-  TX/BREWSTER
 BP0548  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0548
 BP0548                         *CURRENT SURVEY CONTROL
 BP0548  ___________________________________________________________________
 BP0548* NAD 83(1986)-  30 21 58.     (N)    103 39 05.     (W)     SCALED    
 BP0548* NAVD 88     -      1410.246  (meters)    4626.78   (feet)  ADJUSTED  
 BP0548  ___________________________________________________________________
 BP0548  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 BP0548  DYNAMIC HT  -        1407.962 (meters)    4619.29  (feet)  COMP
 BP0548  MODELED GRAV-     978,971.7   (mgal)                       NAVD 88
 BP0548
 BP0548  VERT ORDER  -  FIRST     CLASS I
 BP0548
 BP0548.The horizontal coordinates were scaled from a topographic map and have
 BP0548.an estimated accuracy of +/- 6 seconds.
 BP0548
 BP0548.The orthometric height was determined by differential leveling
 BP0548.and adjusted by the National Geodetic Survey in June 1991..
 BP0548
 BP0548.The geoid height was determined by GEOID03.
 BP0548
 BP0548.The dynamic height is computed by dividing the NAVD 88
 BP0548.geopotential number by the normal gravity value computed on the
 BP0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0548.degrees latitude (g = 980.6199 gals.).
 BP0548
 BP0548.The modeled gravity was interpolated from observed gravity values.
 BP0548
 BP0548;                    North         East    Units  Estimated Accuracy
 BP0548;SPC TXSC     - 4,289,600.      152,970.      MT  (+/- 180 meters Scaled)
 BP0548
 BP0548                          SUPERSEDED SURVEY CONTROL
 BP0548
 BP0548  NGVD 29 (??/??/92) 1409.792  (m)         4625.29   (f) ADJ UNCH    1 1
 BP0548
 BP0548.Superseded values are not recommended for survey control.
 BP0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0548.See file dsdata.txt to determine how the superseded data were derived.
 BP0548
 BP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP295601(NAD 83)
 BP0548_MARKER: DB = BENCH MARK DISK
 BP0548_SETTING: 66 = SET IN ROCK OUTCROP
 BP0548_SP_SET: ROCK OUTCROP
 BP0548_STAMPING: A 1096 1977
 BP0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0548+STABILITY: POSITION/ELEVATION WELL
 BP0548
 BP0548  HISTORY     - Date     Condition        Report By
 BP0548  HISTORY     - 1977     MONUMENTED       NGS
 BP0548  HISTORY     - 1989     GOOD             USPSQD
 BP0548  HISTORY     - 19961007 GOOD             USPSQD
 BP0548
 BP0548                          STATION DESCRIPTION
 BP0548
 BP0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0548'1.4 MI NE FROM ALPINE.
 BP0548'0.8 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 BP0548'ORLEANS RAILROAD STATION AT ALPINE, THENCE 0.6 MILES NORTH ALONG
 BP0548'AN ASPHALT ROAD CIRCLING THE SUL ROSS STATE UNIVERSITY CAMPUS,
 BP0548'ON THE SOUTHWEST SLOPE OF HANCOCK HILL,BETWEEN THE INDUSTRIAL
 BP0548'ARTS DEPARTMENT AND MOUNTAINSIDE DORM BUILDINGS,IN THE TOP OF A LOW
 BP0548'LEDGE OF A LONG NARROW OUTCROP, 50 FT. NORTH OF AN IRON POST FENCE
 BP0548'CORNER, 45.5 FT. NORTHEAST OF A FENCE, 36.5 FT. NORTHWEST OF A
 BP0548'FENCE, AND 15 FT. HIGHER THAN THE ASPHALT PARKING LOT FOR THE
 BP0548'MOUNTAIN SIDE DORM.
 BP0548
 BP0548                          STATION RECOVERY (1989)
 BP0548
 BP0548'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0548'RECOVERED IN GOOD CONDITION.
 BP0548
 BP0548                          STATION RECOVERY (1996)
 BP0548
 BP0548'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0304 ***********************************************************************
 BQ0304  DESIGNATION -  A 1097
 BQ0304  PID         -  BQ0304
 BQ0304  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0304  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0304
 BQ0304                         *CURRENT SURVEY CONTROL
 BQ0304  ___________________________________________________________________
 BQ0304* NAD 83(1986)-  30 40 36.     (N)    104 01 00.     (W)     SCALED    
 BQ0304* NAVD 88     -      1986.691  (meters)    6518.00   (feet)  ADJUSTED  
 BQ0304  ___________________________________________________________________
 BQ0304  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0304  DYNAMIC HT  -        1983.301 (meters)    6506.88  (feet)  COMP
 BQ0304  MODELED GRAV-     978,862.5   (mgal)                       NAVD 88
 BQ0304  OBS GRAVITY -     978,839.8   (mgal)                       GRAV_OBS
 BQ0304
 BQ0304  VERT ORDER  -  FIRST     CLASS I
 BQ0304
 BQ0304.The horizontal coordinates were scaled from a topographic map and have
 BQ0304.an estimated accuracy of +/- 6 seconds.
 BQ0304
 BQ0304.The orthometric height was determined by differential leveling
 BQ0304.and adjusted by the National Geodetic Survey in June 1991..
 BQ0304
 BQ0304.The geoid height was determined by GEOID03.
 BQ0304
 BQ0304.The dynamic height is computed by dividing the NAVD 88
 BQ0304.geopotential number by the normal gravity value computed on the
 BQ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0304.degrees latitude (g = 980.6199 gals.).
 BQ0304
 BQ0304.The modeled gravity was interpolated from observed gravity values.
 BQ0304.The observed gravity was obtained from relative gravimeter ties
 BQ0304.to the IGSN71 gravity network.
 BQ0304
 BQ0304;                    North         East    Units  Estimated Accuracy
 BQ0304;SPC TX C     - 3,117,810.      347,150.      MT  (+/- 180 meters Scaled)
 BQ0304
 BQ0304                          SUPERSEDED SURVEY CONTROL
 BQ0304
 BQ0304  NGVD 29 (??/??/92) 1986.023  (m)         6515.81   (f) ADJ UNCH    1 1
 BQ0304
 BQ0304.Superseded values are not recommended for survey control.
 BQ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0304.See file dsdata.txt to determine how the superseded data were derived.
 BQ0304
 BQ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP941941(NAD 83)
 BQ0304_MARKER: DV = VERTICAL CONTROL DISK
 BQ0304_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0304_SP_SET: ROCK OUTCROP
 BQ0304_STAMPING: A 1097 1977
 BQ0304_MARK LOGO: NGS   
 BQ0304_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0304+STABILITY: POSITION/ELEVATION WELL
 BQ0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BQ0304+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1996
 BQ0304
 BQ0304  HISTORY     - Date     Condition        Report By
 BQ0304  HISTORY     - 1977     MONUMENTED       NGS
 BQ0304  HISTORY     - 1980     GOOD             NGS
 BQ0304  HISTORY     - 1988     GOOD             USPSQD
 BQ0304  HISTORY     - 1989     GOOD             USPSQD
 BQ0304  HISTORY     - 19961007 GOOD             USPSQD
 BQ0304  HISTORY     - 19961108 GOOD             NGS
 BQ0304  HISTORY     - 20030322 GOOD             USPSQD
 BQ0304
 BQ0304                          STATION DESCRIPTION
 BQ0304
 BQ0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0304'16.20 MI NW FROM FORT DAVIS.
 BQ0304'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0304'COURTHOUSE AT FORT DAVIS, THENCE 1.1 MILES SOUTHEAST ALONG SPUR 78
 BQ0304'FROM ITS JUNCTION WITH 118, THENCE 0.1 MILES NORTHEAST ALONG A
 BQ0304'GRAVELED ROAD TO THE VALIDATION SITE FOR MCDONALDS OBSERVATORY, 69 FT.
 BQ0304'S0UTH OF THE CENTER LINE OF THE ROAD, 18.8 FT. NORTHEAST OF THE
 BQ0304'SOUTHWEST EDGE OF A ROCKY LEDGE, 12.6 FT. NORTH OF A 2 PRONGED
 BQ0304'PINE TREE, 45 FT. NORTH OF VALADATION NO. 2.
 BQ0304
 BQ0304                          STATION RECOVERY (1980)
 BQ0304
 BQ0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BQ0304'RECOVERED IN GOOD CONDITION.
 BQ0304
 BQ0304                          STATION RECOVERY (1988)
 BQ0304
 BQ0304'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0304'RECOVERED IN GOOD CONDITION.
 BQ0304
 BQ0304                          STATION RECOVERY (1989)
 BQ0304
 BQ0304'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0304'RECOVERED IN GOOD CONDITION.
 BQ0304
 BQ0304                          STATION RECOVERY (1996)
 BQ0304
 BQ0304'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0304'RECOVERED IN GOOD CONDITION.
 BQ0304
 BQ0304                          STATION RECOVERY (1996)
 BQ0304
 BQ0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BQ0304'24.7 KM (15.35 MI) NORTHERLY ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 BQ0304'OF STATE HIGHWAY 17 IN FORT DAVIS, THENCE 1.4 KM (0.85 MI) EASTERLY
 BQ0304'ALONG STATE ROAD SPUR 78 LEADING TO THE MCDONALD OBSERVATORY, THENCE
 BQ0304'0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.2 KM (0.10 MI)
 BQ0304'SOUTHERLY ALONG A GRAVELED ROAD, IN TOP OF AND 0.5 M (1.6 FT) WEST OF
 BQ0304'THE EAST END OF A 3 BY 9-FOOT EXPOSED AREA OF BEDROCK AT THE EDGE OF A
 BQ0304'CLIFF, 20.8 M (68.2 FT) SOUTHEAST OF THE ROAD CENTER, 13.8 M (45.3 FT)
 BQ0304'SOUTH OF VALIDATION REFERENCE MARK 1, 1.5 M (4.9 FT) ABOVE THE LEVEL
 BQ0304'OF THE ROAD, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 BQ0304
 BQ0304                          STATION RECOVERY (2003)
 BQ0304
 BQ0304'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0312 ***********************************************************************
 BQ0312  DESIGNATION -  A 1098
 BQ0312  PID         -  BQ0312
 BQ0312  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0312  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0312
 BQ0312                         *CURRENT SURVEY CONTROL
 BQ0312  ___________________________________________________________________
 BQ0312* NAD 83(1986)-  30 38 59.     (N)    104 01 17.     (W)     SCALED    
 BQ0312* NAVD 88     -      1703.061  (meters)    5587.46   (feet)  ADJUSTED  
 BQ0312  ___________________________________________________________________
 BQ0312  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BQ0312  DYNAMIC HT  -        1700.202 (meters)    5578.08  (feet)  COMP
 BQ0312  MODELED GRAV-     978,901.2   (mgal)                       NAVD 88
 BQ0312  OBS GRAVITY -     978,901.1   (mgal)                       GRAV_OBS
 BQ0312
 BQ0312  VERT ORDER  -  FIRST     CLASS I
 BQ0312
 BQ0312.The horizontal coordinates were scaled from a topographic map and have
 BQ0312.an estimated accuracy of +/- 6 seconds.
 BQ0312
 BQ0312.The orthometric height was determined by differential leveling
 BQ0312.and adjusted by the National Geodetic Survey in June 1991..
 BQ0312
 BQ0312.The geoid height was determined by GEOID03.
 BQ0312
 BQ0312.The dynamic height is computed by dividing the NAVD 88
 BQ0312.geopotential number by the normal gravity value computed on the
 BQ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0312.degrees latitude (g = 980.6199 gals.).
 BQ0312
 BQ0312.The modeled gravity was interpolated from observed gravity values.
 BQ0312.The observed gravity was obtained from relative gravimeter ties
 BQ0312.to the IGSN71 gravity network.
 BQ0312
 BQ0312;                    North         East    Units  Estimated Accuracy
 BQ0312;SPC TX C     - 3,114,840.      346,590.      MT  (+/- 180 meters Scaled)
 BQ0312
 BQ0312                          SUPERSEDED SURVEY CONTROL
 BQ0312
 BQ0312  NGVD 29 (??/??/92) 1702.433  (m)         5585.40   (f) ADJ UNCH    1 1
 BQ0312
 BQ0312.Superseded values are not recommended for survey control.
 BQ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0312.See file dsdata.txt to determine how the superseded data were derived.
 BQ0312
 BQ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP937911(NAD 83)
 BQ0312_MARKER: DB = BENCH MARK DISK
 BQ0312_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0312_SP_SET: ROCK OUTCROP
 BQ0312_STAMPING: A 1098 1977
 BQ0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0312+STABILITY: POSITION/ELEVATION WELL
 BQ0312
 BQ0312  HISTORY     - Date     Condition        Report By
 BQ0312  HISTORY     - 1977     MONUMENTED       NGS
 BQ0312  HISTORY     - 1988     GOOD             USPSQD
 BQ0312  HISTORY     - 1989     GOOD             USPSQD
 BQ0312  HISTORY     - 19961007 GOOD             USPSQD
 BQ0312  HISTORY     - 20030322 GOOD             USPSQD
 BQ0312
 BQ0312                          STATION DESCRIPTION
 BQ0312
 BQ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0312'11.85 MI NW FROM FORT DAVIS.
 BQ0312'ABOUT 11.85 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0312'COURTHOUSE AT FORT DAVIS, 140.3 FT. NORTHEAST OF THE NORTHWEST END
 BQ0312'OF A 1 PIPE CULVERT, 36.9 FT. NORTHWEST OF THE CENTER LINE OF HIGHWAY.
 BQ0312
 BQ0312                          STATION RECOVERY (1988)
 BQ0312
 BQ0312'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0312'RECOVERED IN GOOD CONDITION.
 BQ0312
 BQ0312                          STATION RECOVERY (1989)
 BQ0312
 BQ0312'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0312'RECOVERED IN GOOD CONDITION.
 BQ0312
 BQ0312                          STATION RECOVERY (1996)
 BQ0312
 BQ0312'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0312'RECOVERED IN GOOD CONDITION.
 BQ0312
 BQ0312                          STATION RECOVERY (2003)
 BQ0312
 BQ0312'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0150 ***********************************************************************
 AZ0150  DESIGNATION -  A 1099
 AZ0150  PID         -  AZ0150
 AZ0150  STATE/COUNTY-  TX/KINNEY
 AZ0150  USGS QUAD   -  MUD CREEK SOUTH (1978)
 AZ0150
 AZ0150                         *CURRENT SURVEY CONTROL
 AZ0150  ___________________________________________________________________
 AZ0150* NAD 83(1986)-  29 21 35.     (N)    100 38 02.     (W)     SCALED    
 AZ0150* NAVD 88     -       330.061  (meters)    1082.88   (feet)  ADJUSTED  
 AZ0150  ___________________________________________________________________
 AZ0150  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0150  DYNAMIC HT  -         329.576 (meters)    1081.28  (feet)  COMP
 AZ0150  MODELED GRAV-     979,163.2   (mgal)                       NAVD 88
 AZ0150
 AZ0150  VERT ORDER  -  FIRST     CLASS II
 AZ0150
 AZ0150.The horizontal coordinates were scaled from a topographic map and have
 AZ0150.an estimated accuracy of +/- 6 seconds.
 AZ0150
 AZ0150.The orthometric height was determined by differential leveling
 AZ0150.and adjusted by the National Geodetic Survey in June 1991..
 AZ0150
 AZ0150.The geoid height was determined by GEOID03.
 AZ0150
 AZ0150.The dynamic height is computed by dividing the NAVD 88
 AZ0150.geopotential number by the normal gravity value computed on the
 AZ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0150.degrees latitude (g = 980.6199 gals.).
 AZ0150
 AZ0150.The modeled gravity was interpolated from observed gravity values.
 AZ0150
 AZ0150;                    North         East    Units  Estimated Accuracy
 AZ0150;SPC TXSC     - 4,170,270.      441,380.      MT  (+/- 180 meters Scaled)
 AZ0150
 AZ0150                          SUPERSEDED SURVEY CONTROL
 AZ0150
 AZ0150  NGVD 29 (??/??/92)  329.971  (m)         1082.58   (f) ADJ UNCH    1 2
 AZ0150
 AZ0150.Superseded values are not recommended for survey control.
 AZ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0150.See file dsdata.txt to determine how the superseded data were derived.
 AZ0150
 AZ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT414489(NAD 83)
 AZ0150_MARKER: DB = BENCH MARK DISK
 AZ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0150_STAMPING: A 1099 1957
 AZ0150_MARK LOGO: CGS   
 AZ0150_PROJECTION: PROJECTING 1 CENTIMETERS
 AZ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0150+STABILITY: SURFACE MOTION
 AZ0150
 AZ0150  HISTORY     - Date     Condition        Report By
 AZ0150  HISTORY     - 1957     MONUMENTED       CGS
 AZ0150  HISTORY     - 1982     GOOD             NGS
 AZ0150
 AZ0150                          STATION DESCRIPTION
 AZ0150
 AZ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0150'17.65 MI E FROM DEL RIO.
 AZ0150'ABOUT 17.65 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0150'THE STATION AT DEL RIO, 19.4 MILES NORTHWEST OF THE STATION AT
 AZ0150'SPOFFORD, 91 FEET NORTHEAST OF THE SECOND POLE NORTHWEST OF MILE POST
 AZ0150'361, 45 FEET NORTHEAST OF THE NORTHEAST RAIL, DIRECTLY BELOW THE
 AZ0150'CENTER WIRE OF A 3-WIRE TRANSMISSION LINE THAT CROSSES THE TRACK IN AN
 AZ0150'EAST-WEST DIRECTION, 14 FEET NORTH-NORTHWEST OF A TELEPHONE POLE WITH
 AZ0150'TWO CROSS BEAMS, 2 FEET SOUTHWEST OF THE FENCE LINE, 2 FEET NORTHEAST
 AZ0150'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TOP OF THE RAIL
 AZ0150'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT.
 AZ0150
 AZ0150                          STATION RECOVERY (1982)
 AZ0150
 AZ0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0150'A NEW DESCRIPTION FOLLOWS, 2.2 KM (1.4 MI) SOUTH SOUTHEAST ALONG
 AZ0150'U.S. HIGHWAYS 90 AND 277 (AVENUE F STREET) FROM THE CIVIC CENTER
 AZ0150'IN DEL RIO, TO THE JUNCTION OF U.S. HIGHWAY 90 EAST (GIBBS STREET),
 AZ0150'THENCE 27.2 KM (16.9 MI) EAST ALONG U.S. HIGHWAY 90, THENCE 0.1 KM
 AZ0150'(0.05 MI) SOUTH SOUTHWEST ALONG A GRAVELED ROAD CROSSING THE
 AZ0150'SOUTHERN PACIFIC RAILROAD, THENCE 0.9 KM (0.55 MI) SOUTHEAST ALONG A
 AZ0150'TRACK ROAD ON THE SOUTHWEST SIDE OF THE RAILROAD TRACKS, 2.4 KM
 AZ0150'(1.5 MI) NORTH NORTHWEST ALONG A TRACK ROAD ON THE WEST SOUTHWEST SIDE
 AZ0150'OF THE SOUTHERN PACIFIC RAILROAD TRACKS FROM THE GRAVELED ROAD
 AZ0150'CROSSING AT STANDART, 13.7 METERS (45.0 FT) NORTHEAST OF THE NORTHEAST
 AZ0150'RAIL AND DIRECTLY BELOW THE CENTER WIRE OF A HIGH VOLTAGE TRANSMISSION
 AZ0150'LINE THAT CROSSES THE TRACKS IN AN EAST WEST DIRECTION, 0.6 METER
 AZ0150'(2.0 FT) SOUTHWEST OF A FENCE LINE, AND 2.7 METERS (9.0 FT) EAST
 AZ0150'NORTHEAST OF A TELEPHONE POLE.
 AZ0150'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 AZ0150'THE MARK IS 0.6 M BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0034 ***********************************************************************
 AM0034  DESIGNATION -  A 11 F DOWCO
 AM0034  PID         -  AM0034
 AM0034  STATE/COUNTY-  TX/BRAZORIA
 AM0034  USGS QUAD   -  FREEPORT (1974)
 AM0034
 AM0034                         *CURRENT SURVEY CONTROL
 AM0034  ___________________________________________________________________
 AM0034* NAD 83(1986)-  28 56 07.     (N)    095 19 40.     (W)     SCALED    
 AM0034* NAVD 88     -         4.69   (+/-2cm)      15.4    (feet)  VERTCON   
 AM0034  ___________________________________________________________________
 AM0034  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AM0034
 AM0034  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0034
 AM0034.The horizontal coordinates were scaled from a topographic map and have
 AM0034.an estimated accuracy of +/- 6 seconds.
 AM0034
 AM0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0034.The vertical order pertains to the NGVD 29 superseded value.
 AM0034
 AM0034.The geoid height was determined by GEOID03.
 AM0034
 AM0034;                    North         East    Units  Estimated Accuracy
 AM0034;SPC TXSC     - 4,127,750.      957,940.      MT  (+/- 180 meters Scaled)
 AM0034
 AM0034                          SUPERSEDED SURVEY CONTROL
 AM0034
 AM0034  NGVD 29 (??/??/92)    4.713  (m)           15.46   (f) ADJ UNCH    1 1
 AM0034
 AM0034.Superseded values are not recommended for survey control.
 AM0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0034.See file dsdata.txt to determine how the superseded data were derived.
 AM0034
 AM0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN731030(NAD 83)
 AM0034_MARKER: DD = SURVEY DISK
 AM0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0034_SP_SET: WELL CASING
 AM0034_STAMPING: A-11-F N BOR 1964
 AM0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0034
 AM0034  HISTORY     - Date     Condition        Report By
 AM0034  HISTORY     - UNK      MONUMENTED       DOWCO
 AM0034  HISTORY     - 1973     GOOD             NGS
 AM0034  HISTORY     - 1978     GOOD             NGS
 AM0034
 AM0034                          STATION DESCRIPTION
 AM0034
 AM0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0034'IN DOW PLANT A.
 AM0034'AT DOW PLANT A, 0.2 MILE SOUTHWEST ALONG BASE ROAD FROM THE JUNCTION
 AM0034'OF BASE ROAD AND NORTHEAST LEVEE ROAD OF OLD BRAZOS RIVER, 135 FEET
 AM0034'NORTHEAST OF THE CENTER LINE OF THE LEVEE ROAD, 88 FEET SOUTHEAST OF
 AM0034'THE CENTER LINE OF BASE ROAD, IN THE TOP OF THE CONCRETE 16-INCH WELL
 AM0034'CASING OF ABANDON WELL NO. 11, WHICH IS CEMENTED TO THE DEPTH OF 233
 AM0034'FEET AND PROJECTING 1.0 FOOT ABOVE THE GROUND, 168 FEET NORTHEAST OF
 AM0034'THE NORTH LEG OF STEEL TOWER OF RIVER LIGHT 22, AND ABOUT 0.5 FOOT
 AM0034'HIGHER THAN THE ROAD.
 AM0034
 AM0034                          STATION RECOVERY (1978)
 AM0034
 AM0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0059 ***********************************************************************
 CE0059  DESIGNATION -  A 110
 CE0059  PID         -  CE0059
 CE0059  STATE/COUNTY-  TX/EL PASO
 CE0059  USGS QUAD   -  EL PASO (1997)
 CE0059
 CE0059                         *CURRENT SURVEY CONTROL
 CE0059  ___________________________________________________________________
 CE0059* NAD 83(1986)-  31 45 32.     (N)    106 29 06.     (W)     SCALED    
 CE0059* NAVD 88     -      1132.079  (meters)    3714.16   (feet)  ADJUSTED  
 CE0059  ___________________________________________________________________
 CE0059  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CE0059  DYNAMIC HT  -        1130.390 (meters)    3708.62  (feet)  COMP
 CE0059  MODELED GRAV-     979,108.8   (mgal)                       NAVD 88
 CE0059
 CE0059  VERT ORDER  -  FIRST     CLASS II
 CE0059
 CE0059.The horizontal coordinates were scaled from a topographic map and have
 CE0059.an estimated accuracy of +/- 6 seconds.
 CE0059
 CE0059.The orthometric height was determined by differential leveling
 CE0059.and adjusted by the National Geodetic Survey in June 1991..
 CE0059
 CE0059.The geoid height was determined by GEOID03.
 CE0059
 CE0059.The dynamic height is computed by dividing the NAVD 88
 CE0059.geopotential number by the normal gravity value computed on the
 CE0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0059.degrees latitude (g = 980.6199 gals.).
 CE0059
 CE0059.The modeled gravity was interpolated from observed gravity values.
 CE0059
 CE0059;                    North         East    Units  Estimated Accuracy
 CE0059;SPC TX C     - 3,248,050.      117,510.      MT  (+/- 180 meters Scaled)
 CE0059
 CE0059                          SUPERSEDED SURVEY CONTROL
 CE0059
 CE0059  NGVD 29 (??/??/92) 1131.612  (m)         3712.63   (f) ADJ UNCH    1 2
 CE0059
 CE0059.Superseded values are not recommended for survey control.
 CE0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0059.See file dsdata.txt to determine how the superseded data were derived.
 CE0059
 CE0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR593146(NAD 83)
 CE0059_MARKER: DB = BENCH MARK DISK
 CE0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0059_SP_SET: BALUSTRADE
 CE0059_STAMPING: A 110 1932
 CE0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0059
 CE0059  HISTORY     - Date     Condition        Report By
 CE0059  HISTORY     - 1932     MONUMENTED       CGS
 CE0059  HISTORY     - 1952     GOOD             NGS
 CE0059  HISTORY     - 1957     GOOD             NGS
 CE0059  HISTORY     - 1981     SEE DESCRIPTION  NGS
 CE0059
 CE0059                          STATION DESCRIPTION
 CE0059
 CE0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0059'IN EL PASO.
 CE0059'AT EL PASO, AT THE COUNTY COURTHOUSE, ACROSS EAST SAN ANTONIO STREET
 CE0059'FROM THE FEDERAL COURTHOUSE, 15.3 FEET SOUTH OF THE SOUTH CURB OF EAST
 CE0059'SAN ANTONIC STREET, 3.4 FEET WEST OF THE WEST SIDE OF THE NORTH
 CE0059'ENTRANCE TO THE COUNTY COURTHOUSE, 3.6 FEET NORTH OF THE NORTH WALL OF
 CE0059'THE BUILDING, 1.5 FEET SOUTH OF A BRASS LAMP POST, 4 FEET ABOVE THE
 CE0059'SIDEWALK, SET IN THE TOP OF THE WEST BALUSTRADE.
 CE0059
 CE0059                          STATION RECOVERY (1957)
 CE0059
 CE0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CE0059'RECOVERED IN GOOD CONDITION.
 CE0059
 CE0059                          STATION RECOVERY (1981)
 CE0059
 CE0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0059'THE SHANK OF THE DISK WAS ALL THAT REMAINS AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0060 ***********************************************************************
 CE0060  DESIGNATION -  A 110 RESET
 CE0060  PID         -  CE0060
 CE0060  STATE/COUNTY-  TX/EL PASO
 CE0060  USGS QUAD   -  EL PASO (1997)
 CE0060
 CE0060                         *CURRENT SURVEY CONTROL
 CE0060  ___________________________________________________________________
 CE0060* NAD 83(1986)-  31 45 32.     (N)    106 29 03.     (W)     SCALED    
 CE0060* NAVD 88     -      1131.03   (meters)    3710.7    (feet)  RESET     
 CE0060  ___________________________________________________________________
 CE0060  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0060
 CE0060  VERT ORDER  -  THIRD
 CE0060
 CE0060.The horizontal coordinates were scaled from a topographic map and have
 CE0060.an estimated accuracy of +/- 6 seconds.
 CE0060
 CE0060.The orthometric height was computed from unverified reset data.
 CE0060
 CE0060.The geoid height was determined by GEOID03.
 CE0060
 CE0060;                    North         East    Units  Estimated Accuracy
 CE0060;SPC TX C     - 3,248,050.      117,590.      MT  (+/- 180 meters Scaled)
 CE0060
 CE0060                          SUPERSEDED SURVEY CONTROL
 CE0060
 CE0060.No superseded survey control is available for this station.
 CE0060
 CE0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR594146(NAD 83)
 CE0060_MARKER: DB = BENCH MARK DISK
 CE0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0060_SP_SET: SIDE WALK
 CE0060_STAMPING: A 110 RESET 1957
 CE0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0060
 CE0060  HISTORY     - Date     Condition        Report By
 CE0060  HISTORY     - 1957     MONUMENTED       CGS
 CE0060
 CE0060                          STATION DESCRIPTION
 CE0060
 CE0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CE0060'IN EL PASO.
 CE0060'IN EL PASO, EL PASO COUNTY, TEXAS, ON EAST SAN ANTONIO STREET, IN THE
 CE0060'CONCRETE SIDE WALK ALONG THE NORTH SIDE OF SAN ANTONIO AND ALONG THE
 CE0060'SOUTH SIDE OF THE FEDERAL COURT HOUSE, ABOUT 45 FEET EAST OF THE
 CE0060'NORTHEAST POINT OF THE INTERSECTION OF NORTH KANSAS AND EAST SAN
 CE0060'ANTONIO, 1 FOOT NORTH OF THE NORTH CURB OF SAN ANTONIO AND IN THE
 CE0060'SOUTH EDGE OF THE WALK.  A STANDARD DISK STAMPED A 110 RESET 1957 AND
 CE0060'SET FLUSH WITH THE SURFACE OF THE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1231 ***********************************************************************
 AY1231  DESIGNATION -  A 1100
 AY1231  PID         -  AY1231
 AY1231  STATE/COUNTY-  TX/MEDINA
 AY1231  USGS QUAD   -  D'HANIS (1970)
 AY1231
 AY1231                         *CURRENT SURVEY CONTROL
 AY1231  ___________________________________________________________________
 AY1231* NAD 83(1986)-  29 20 52.     (N)    099 20 14.     (W)     SCALED    
 AY1231* NAVD 88     -       310.354  (meters)    1018.22   (feet)  ADJUSTED  
 AY1231  ___________________________________________________________________
 AY1231  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AY1231  DYNAMIC HT  -         309.902 (meters)    1016.74  (feet)  COMP
 AY1231  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AY1231
 AY1231  VERT ORDER  -  FIRST     CLASS II
 AY1231
 AY1231.The horizontal coordinates were scaled from a topographic map and have
 AY1231.an estimated accuracy of +/- 6 seconds.
 AY1231
 AY1231.The orthometric height was determined by differential leveling
 AY1231.and adjusted by the National Geodetic Survey in June 1991..
 AY1231
 AY1231.The geoid height was determined by GEOID03.
 AY1231
 AY1231.The dynamic height is computed by dividing the NAVD 88
 AY1231.geopotential number by the normal gravity value computed on the
 AY1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1231.degrees latitude (g = 980.6199 gals.).
 AY1231
 AY1231.The modeled gravity was interpolated from observed gravity values.
 AY1231
 AY1231;                    North         East    Units  Estimated Accuracy
 AY1231;SPC TXSC     - 4,167,890.      567,260.      MT  (+/- 180 meters Scaled)
 AY1231
 AY1231                          SUPERSEDED SURVEY CONTROL
 AY1231
 AY1231  NGVD 29 (??/??/92)  309.806  (m)         1016.42   (f) ADJ UNCH    1 2
 AY1231
 AY1231.Superseded values are not recommended for survey control.
 AY1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1231.See file dsdata.txt to determine how the superseded data were derived.
 AY1231
 AY1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT672465(NAD 83)
 AY1231_MARKER: DB = BENCH MARK DISK
 AY1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1231_STAMPING: A 1100 1957
 AY1231_MARK LOGO: NGS   
 AY1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1231+STABILITY: SURFACE MOTION
 AY1231
 AY1231  HISTORY     - Date     Condition        Report By
 AY1231  HISTORY     - 1957     MONUMENTED       CGS
 AY1231  HISTORY     - 1982     GOOD             NGS
 AY1231  HISTORY     - 1988     GOOD             USPSQD
 AY1231  HISTORY     - 19950519 GOOD             USPSQD
 AY1231  HISTORY     - 20011113 GOOD             USPSQD
 AY1231
 AY1231                          STATION DESCRIPTION
 AY1231
 AY1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1231'3.95 MI NW FROM DHANIS.
 AY1231'3.95 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1231'STATION AT DHANIS, 178 FEET NORTHEAST OF THE 2ND POLE NORTHWEST OF
 AY1231'MILEPOST 271, 132 FEET NORTHEAST OF THE NORTHEAST RAIL, 71 FEET
 AY1231'SOUTHWEST OF THE CENTER LINE OF AN OILED ROAD, 38 FEET NORTHWEST OF A
 AY1231'FORKED OAK TREE, 2.4 FEET EAST OF A WITNESS POST, 8 FEET BELOW THE TOP
 AY1231'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AY1231'FOOT ABOVE THE GROUND.
 AY1231
 AY1231                          STATION RECOVERY (1982)
 AY1231
 AY1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1231'MARK RECOVERED THIS DATE, A NEW DESCRIPTION FOLLOWS, 0.16 KM (0.1 MI)
 AY1231'WEST NORTHWEST ALONG A PAVED STREET FROM THE POST OFFICE IN D HANIS,
 AY1231'THENCE WESTERLY ALONG AN OILED AND GRAVEL ROAD FOR 4.4 KM (2.7 MI),
 AY1231'THENCE NORTHWEST ALONG AN OILED ROAD FOR 1.7 KM (1.05 MI), ALSO 6.1 KM
 AY1231'(3.8 MI) EAST NORTHEAST ALONG A GRAVEL ROAD (RAILROAD SERVICE ROAD)
 AY1231'WHICH PARALLELS RAILROAD ON SOUTH SIDE, FROM THE CROSSING OF THE
 AY1231'SOUTHERN PACIFIC RAILROAD AND RANCH ROAD 187 IN SABINAL, THENCE AFTER
 AY1231'CROSSING OVER RAILROAD TRACKS, EAST NORTHEAST ALONG AN ASPHALT ROAD
 AY1231'FOR 8.1 KM (5.05 MI).
 AY1231
 AY1231                          STATION RECOVERY (1988)
 AY1231
 AY1231'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1231'RECOVERED IN GOOD CONDITION.
 AY1231
 AY1231                          STATION RECOVERY (1995)
 AY1231
 AY1231'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1231'RECOVERED IN GOOD CONDITION.
 AY1231
 AY1231                          STATION RECOVERY (2001)
 AY1231
 AY1231'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0490 ***********************************************************************
 CC0490  DESIGNATION -  A 1101
 CC0490  PID         -  CC0490
 CC0490  STATE/COUNTY-  TX/REEVES
 CC0490  USGS QUAD   -  ORLA SE (1961)
 CC0490
 CC0490                         *CURRENT SURVEY CONTROL
 CC0490  ___________________________________________________________________
 CC0490* NAD 83(1986)-  31 45 17.     (N)    103 46 22.     (W)     SCALED    
 CC0490* NAVD 88     -       828.925  (meters)    2719.56   (feet)  ADJUSTED  
 CC0490  ___________________________________________________________________
 CC0490  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CC0490  DYNAMIC HT  -         827.697 (meters)    2715.54  (feet)  COMP
 CC0490  MODELED GRAV-     979,131.5   (mgal)                       NAVD 88
 CC0490
 CC0490  VERT ORDER  -  FIRST     CLASS II
 CC0490
 CC0490.The horizontal coordinates were scaled from a topographic map and have
 CC0490.an estimated accuracy of +/- 6 seconds.
 CC0490
 CC0490.The orthometric height was determined by differential leveling
 CC0490.and adjusted by the National Geodetic Survey in June 1991..
 CC0490
 CC0490.The geoid height was determined by GEOID03.
 CC0490
 CC0490.The dynamic height is computed by dividing the NAVD 88
 CC0490.geopotential number by the normal gravity value computed on the
 CC0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0490.degrees latitude (g = 980.6199 gals.).
 CC0490
 CC0490.The modeled gravity was interpolated from observed gravity values.
 CC0490
 CC0490;                    North         East    Units  Estimated Accuracy
 CC0490;SPC TX C     - 3,236,520.      374,200.      MT  (+/- 180 meters Scaled)
 CC0490
 CC0490                          SUPERSEDED SURVEY CONTROL
 CC0490
 CC0490  NGVD 29 (??/??/92)  828.488  (m)         2718.13   (f) ADJ UNCH    1 2
 CC0490
 CC0490.Superseded values are not recommended for survey control.
 CC0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0490.See file dsdata.txt to determine how the superseded data were derived.
 CC0490
 CC0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR162139(NAD 83)
 CC0490_MARKER: DB = BENCH MARK DISK
 CC0490_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0490_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0490_STAMPING: A 1101 1957
 CC0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0490
 CC0490  HISTORY     - Date     Condition        Report By
 CC0490  HISTORY     - 1957     MONUMENTED       CGS
 CC0490
 CC0490                          STATION DESCRIPTION
 CC0490
 CC0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0490'10.2 MI NW FROM ARNO.
 CC0490'ABOUT 10.2 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0490'FROM THE SECTION FOREMANS HOUSE AT ARNO, ABOUT 10.2 MILES SOUTHEAST
 CC0490'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 9 FEET NORTHWEST OF
 CC0490'MILEPOST 241, 30 FEET SOUTHWEST OF THE SOUTHWEST RAIL, DIRECTLY IN
 CC0490'LINE WITH A ROW OF POLES, 4 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 CC0490'POST, ABOUT LEVEL WITH THE TRACK, AND BRAZED ON THE TOP OF A 3-INCH
 CC0490'IRON WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0116 ***********************************************************************
 BP0116  DESIGNATION -  A 1102
 BP0116  PID         -  BP0116
 BP0116  STATE/COUNTY-  TX/BREWSTER
 BP0116  USGS QUAD   -  TESNUS (1968)
 BP0116
 BP0116                         *CURRENT SURVEY CONTROL
 BP0116  ___________________________________________________________________
 BP0116* NAD 83(1986)-  30 07 05.     (N)    102 53 57.     (W)     SCALED    
 BP0116* NAVD 88     -      1137.119  (meters)    3730.70   (feet)  ADJUSTED  
 BP0116  ___________________________________________________________________
 BP0116  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BP0116  DYNAMIC HT  -        1135.299 (meters)    3724.73  (feet)  COMP
 BP0116  MODELED GRAV-     979,002.3   (mgal)                       NAVD 88
 BP0116
 BP0116  VERT ORDER  -  FIRST     CLASS II
 BP0116
 BP0116.The horizontal coordinates were scaled from a topographic map and have
 BP0116.an estimated accuracy of +/- 6 seconds.
 BP0116
 BP0116.The orthometric height was determined by differential leveling
 BP0116.and adjusted by the National Geodetic Survey in June 1991..
 BP0116
 BP0116.The geoid height was determined by GEOID03.
 BP0116
 BP0116.The dynamic height is computed by dividing the NAVD 88
 BP0116.geopotential number by the normal gravity value computed on the
 BP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0116.degrees latitude (g = 980.6199 gals.).
 BP0116
 BP0116.The modeled gravity was interpolated from observed gravity values.
 BP0116
 BP0116;                    North         East    Units  Estimated Accuracy
 BP0116;SPC TXSC     - 4,259,480.      224,320.      MT  (+/- 180 meters Scaled)
 BP0116
 BP0116                          SUPERSEDED SURVEY CONTROL
 BP0116
 BP0116  NGVD 29 (??/??/92) 1136.790  (m)         3729.62   (f) ADJ UNCH    1 2
 BP0116
 BP0116.Superseded values are not recommended for survey control.
 BP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0116.See file dsdata.txt to determine how the superseded data were derived.
 BP0116
 BP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP024337(NAD 83)
 BP0116_MARKER: DB = BENCH MARK DISK
 BP0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0116_SP_SET: FOUNDATION
 BP0116_STAMPING: A 1102 1957
 BP0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0116
 BP0116  HISTORY     - Date     Condition        Report By
 BP0116  HISTORY     - 1957     MONUMENTED       CGS
 BP0116
 BP0116                          STATION DESCRIPTION
 BP0116
 BP0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0116'19.85 MI W FROM LONGFELLOW.
 BP0116'ABOUT 19.85 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0116'THE SECTION FOREMANS HOUSE AT LONGFELLOW, 175 FEET NORTHEAST OF AND
 BP0116'ACROSS THE TRACK FROM MILEPOST 552, IN THE TOP AND CENTER OF AN
 BP0116'ABANDONED CONCRETE FOUNDATION, 65 FEET NORTH OF THE NORTH RAIL OF THE
 BP0116'MAIN TRACK, 157 FEET EAST OF THE EAST END OF A WOODEN BRIDGE NUMBER
 BP0116'552.03, 11 FEET NORTH OF AN ABANDONED MOTOR STAND, ABOUT LEVEL WITH
 BP0116'THE TRACK, AND PROJECTING 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0272 ***********************************************************************
 BP0272  DESIGNATION -  A 1103
 BP0272  PID         -  BP0272
 BP0272  STATE/COUNTY-  TX/BREWSTER
 BP0272  USGS QUAD   -  ALTUDA (1983)
 BP0272
 BP0272                         *CURRENT SURVEY CONTROL
 BP0272  ___________________________________________________________________
 BP0272* NAD 83(1986)-  30 15 29.     (N)    103 24 39.     (W)     SCALED    
 BP0272* NAVD 88     -      1349.377  (meters)    4427.08   (feet)  ADJUSTED  
 BP0272  ___________________________________________________________________
 BP0272  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 BP0272  DYNAMIC HT  -        1347.156 (meters)    4419.79  (feet)  COMP
 BP0272  MODELED GRAV-     978,949.0   (mgal)                       NAVD 88
 BP0272
 BP0272  VERT ORDER  -  FIRST     CLASS II
 BP0272
 BP0272.The horizontal coordinates were scaled from a topographic map and have
 BP0272.an estimated accuracy of +/- 6 seconds.
 BP0272
 BP0272.The orthometric height was determined by differential leveling
 BP0272.and adjusted by the National Geodetic Survey in June 1991..
 BP0272
 BP0272.The geoid height was determined by GEOID03.
 BP0272
 BP0272.The dynamic height is computed by dividing the NAVD 88
 BP0272.geopotential number by the normal gravity value computed on the
 BP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0272.degrees latitude (g = 980.6199 gals.).
 BP0272
 BP0272.The modeled gravity was interpolated from observed gravity values.
 BP0272
 BP0272;                    North         East    Units  Estimated Accuracy
 BP0272;SPC TXSC     - 4,276,740.      175,620.      MT  (+/- 180 meters Scaled)
 BP0272
 BP0272                          SUPERSEDED SURVEY CONTROL
 BP0272
 BP0272  NGVD 29 (??/??/92) 1348.918  (m)         4425.58   (f) ADJ UNCH    1 2
 BP0272
 BP0272.Superseded values are not recommended for survey control.
 BP0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0272.See file dsdata.txt to determine how the superseded data were derived.
 BP0272
 BP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP528484(NAD 83)
 BP0272_MARKER: DB = BENCH MARK DISK
 BP0272_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0272_SP_SET: 9 FEET
 BP0272_STAMPING: A 1103 1957
 BP0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0272
 BP0272  HISTORY     - Date     Condition        Report By
 BP0272  HISTORY     - 1957     MONUMENTED       CGS
 BP0272
 BP0272                          STATION DESCRIPTION
 BP0272
 BP0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0272'11.0 MI NW FROM MARATHON.
 BP0272'ABOUT 11.0 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0272'FROM THE STATION AT MARATHON, 97 FEET NORTH OF AND ACROSS THE TRACK
 BP0272'FROM MILEPOST 587, 50 FEET NORTH OF THE NORTH RAIL, 7 FEET SOUTH OF
 BP0272'THE CENTER LINE OF A TRAIL ROAD, 3 NORTH OF THE NORTH RIGHT OF WAY
 BP0272'FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 BP0272'THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BP0272'WHICH IS DRIVEN TO A DEPTH OF 9 FEET AND IS ENCASED IN A 8-INCH TILE
 BP0272'WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0343 ***********************************************************************
 BP0343  DESIGNATION -  A 1104
 BP0343  PID         -  BP0343
 BP0343  STATE/COUNTY-  TX/PRESIDIO
 BP0343  USGS QUAD   -  PAISANO (1972)
 BP0343
 BP0343                         *CURRENT SURVEY CONTROL
 BP0343  ___________________________________________________________________
 BP0343* NAD 83(1986)-  30 16 48.     (N)    103 48 23.     (W)     SCALED    
 BP0343* NAVD 88     -      1544.822  (meters)    5068.30   (feet)  ADJUSTED  
 BP0343  ___________________________________________________________________
 BP0343  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 BP0343  DYNAMIC HT  -        1542.254 (meters)    5059.88  (feet)  COMP
 BP0343  MODELED GRAV-     978,924.6   (mgal)                       NAVD 88
 BP0343
 BP0343  VERT ORDER  -  FIRST     CLASS II
 BP0343
 BP0343.The horizontal coordinates were scaled from a topographic map and have
 BP0343.an estimated accuracy of +/- 6 seconds.
 BP0343
 BP0343.The orthometric height was determined by differential leveling
 BP0343.and adjusted by the National Geodetic Survey in June 1991..
 BP0343
 BP0343.The geoid height was determined by GEOID03.
 BP0343
 BP0343.The dynamic height is computed by dividing the NAVD 88
 BP0343.geopotential number by the normal gravity value computed on the
 BP0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0343.degrees latitude (g = 980.6199 gals.).
 BP0343
 BP0343.The modeled gravity was interpolated from observed gravity values.
 BP0343
 BP0343;                    North         East    Units  Estimated Accuracy
 BP0343;SPC TXSC     - 4,280,670.      137,690.      MT  (+/- 180 meters Scaled)
 BP0343
 BP0343                          SUPERSEDED SURVEY CONTROL
 BP0343
 BP0343  NGVD 29 (??/??/92) 1544.273  (m)         5066.50   (f) ADJ UNCH    1 2
 BP0343
 BP0343.Superseded values are not recommended for survey control.
 BP0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0343.See file dsdata.txt to determine how the superseded data were derived.
 BP0343
 BP0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP148504(NAD 83)
 BP0343_MARKER: DB = BENCH MARK DISK
 BP0343_SETTING: 66 = SET IN ROCK OUTCROP
 BP0343_SP_SET: ROCK OUTCROP
 BP0343_STAMPING: A 1104 1957
 BP0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0343+STABILITY: POSITION/ELEVATION WELL
 BP0343
 BP0343  HISTORY     - Date     Condition        Report By
 BP0343  HISTORY     - 1957     MONUMENTED       CGS
 BP0343
 BP0343                          STATION DESCRIPTION
 BP0343
 BP0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0343'11.8 MI SW FROM ALPINE.
 BP0343'ABOUT 11.8 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0343'FROM THE STATION AT ALPINE, ABOUT 13.7 MILES EAST OF THE STATION AT
 BP0343'MARFA, 140 FEET EAST OF MILEPOST 619, IN THE TOP OF A SMALL ROCK
 BP0343'OUTCROP WHICH PROJECTS 2 1/2 FEET ABOVE THE GROUND ON THE SOUTHWEST
 BP0343'SIDE, 53 FEET SOUTH OF THE SOUTH RAIL, ABOUT 0.1 MILE WEST OF THE WEST
 BP0343'END OF A SHORT ROCKY CUT, 45 FEET NORTH OF THE SOUTH RIGHT OF WAY
 BP0343'FENCE, 41 FEET WEST OF A TELEPHONE POLE, AND ABOUT 3 FEET ABOVE THE
 BP0343'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0125 ***********************************************************************
 BQ0125  SACS        -  This is a Secondary Airport Control Station.
 BQ0125  DESIGNATION -  A 1105
 BQ0125  PID         -  BQ0125
 BQ0125  STATE/COUNTY-  TX/PRESIDIO
 BQ0125  USGS QUAD   -  MARFA (1983)
 BQ0125
 BQ0125                         *CURRENT SURVEY CONTROL
 BQ0125  ___________________________________________________________________
 BQ0125* NAD 83(1993)-  30 21 25.80366(N)    104 00 44.29771(W)     ADJUSTED  
 BQ0125* NAVD 88     -      1462.846  (meters)    4799.35   (feet)  ADJUSTED  
 BQ0125  ___________________________________________________________________
 BQ0125  X           -  -1,334,040.134 (meters)                     COMP
 BQ0125  Y           -  -5,345,651.700 (meters)                     COMP
 BQ0125  Z           -   3,205,329.660 (meters)                     COMP
 BQ0125  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 BQ0125  ELLIP HEIGHT-        1441.37  (meters)          (03/15/01) GPS OBS
 BQ0125  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 BQ0125  DYNAMIC HT  -        1460.406 (meters)    4791.35  (feet)  COMP
 BQ0125  MODELED GRAV-     978,922.4   (mgal)                       NAVD 88
 BQ0125
 BQ0125  HORZ ORDER  -  FIRST
 BQ0125  VERT ORDER  -  FIRST     CLASS II
 BQ0125  ELLP ORDER  -  FOURTH    CLASS II
 BQ0125
 BQ0125.This mark is at Marfa Muni (MRF) Airport (MRF)
 BQ0125
 BQ0125.The horizontal coordinates were established by GPS observations
 BQ0125.and adjusted by the National Geodetic Survey in December 1996..
 BQ0125
 BQ0125.The orthometric height was determined by differential leveling
 BQ0125.and adjusted by the National Geodetic Survey in June 1991..
 BQ0125
 BQ0125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BQ0125
 BQ0125.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0125
 BQ0125.The ellipsoidal height was determined by GPS observations
 BQ0125.and is referenced to NAD 83.
 BQ0125
 BQ0125.The geoid height was determined by GEOID03.
 BQ0125
 BQ0125.The dynamic height is computed by dividing the NAVD 88
 BQ0125.geopotential number by the normal gravity value computed on the
 BQ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0125.degrees latitude (g = 980.6199 gals.).
 BQ0125
 BQ0125.The modeled gravity was interpolated from observed gravity values.
 BQ0125
 BQ0125;                    North         East     Units Scale Factor Converg.
 BQ0125;SPC TXSC     - 4,290,046.783   118,259.377   MT  1.00002216   -2 27 20.1
 BQ0125;SPC TXSC     -14,074,928.49    387,989.31   sFT  1.00002216   -2 27 20.1
 BQ0125;UTM  13      - 3,358,777.009   594,920.248   MT  0.99971115   +0 29 57.1
 BQ0125
 BQ0125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0125!SPC TXSC     -   0.99977369  x   1.00002216  =   0.99979585
 BQ0125!UTM  13      -   0.99977369  x   0.99971115  =   0.99948491
 BQ0125
 BQ0125                          SUPERSEDED SURVEY CONTROL
 BQ0125
 BQ0125  ELLIP H (12/13/96) 1441.42   (m)                       GP(       ) 4 2
 BQ0125  NAVD 88 (12/13/96) 1462.85   (m)         4799.4    (f) LEVELING    3  
 BQ0125  NGVD 29 (??/??/92) 1462.255  (m)         4797.41   (f) ADJ UNCH    1 2
 BQ0125
 BQ0125.Superseded values are not recommended for survey control.
 BQ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0125.See file dsdata.txt to determine how the superseded data were derived.
 BQ0125
 BQ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9492058777(NAD 83)
 BQ0125_MARKER: DB = BENCH MARK DISK
 BQ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0125_STAMPING: A 1105 1957
 BQ0125_MARK LOGO: CGS   
 BQ0125_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0125_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BQ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0125+STABILITY: SURFACE MOTION
 BQ0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BQ0125+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1995
 BQ0125
 BQ0125  HISTORY     - Date     Condition        Report By
 BQ0125  HISTORY     - 1957     MONUMENTED       CGS
 BQ0125  HISTORY     - 1981     GOOD             NGS
 BQ0125  HISTORY     - 1990     GOOD             USPSQD
 BQ0125  HISTORY     - 19951009 GOOD             NGS
 BQ0125  HISTORY     - 19990629 GOOD             NGS
 BQ0125
 BQ0125                          STATION DESCRIPTION
 BQ0125
 BQ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0125'3.4 MI N FROM MARFA.
 BQ0125'ABOUT 3.4 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE TEXAS AND NEW
 BQ0125'ORLEANS RAILROAD STATION AT MARFA, 57 1/2 FEET EAST OF THE CENTER LINE
 BQ0125'OF THE HIGHWAY, 194 YARDS NORTH OF THE EAST END OF A 36-INCH CULVERT,
 BQ0125'2 1/2 FEET WEST OF A FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 BQ0125'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 BQ0125'CONCRETE POST PROJECTING 7 INCHES.
 BQ0125
 BQ0125                          STATION RECOVERY (1981)
 BQ0125
 BQ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0125'5.6 KM (3.5 MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 BQ0125'WITH U.S. HIGHWAYS 67 AND 90 IN MARFA, 17.5 METERS (57.5 FT) EAST OF
 BQ0125'THE CENTERLINE OF THE HIGHWAY, 0.8 METER (2.5 FT) WEST OF A FENCE, AND
 BQ0125'0.6 METER (2.0 FT) NORTH OF A 4X4 INCH WOODEN WITNESS POST.
 BQ0125'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BQ0125'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0125
 BQ0125                          STATION RECOVERY (1990)
 BQ0125
 BQ0125'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0125'RECOVERED IN GOOD CONDITION.
 BQ0125
 BQ0125                          STATION RECOVERY (1995)
 BQ0125
 BQ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 BQ0125'RECOVERED IN GOOD CONDITION.
 BQ0125
 BQ0125                          STATION RECOVERY (1999)
 BQ0125
 BQ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 BQ0125'STATION RECOVERED IN GOOD GONDITION.  3.45 MILES (5.55 KM) NORTH ALONG
 BQ0125'S.H.  17 FROM ITS INTERSECTION WITH US 67 AND US 90 IN MARFA, 0.3 M
 BQ0125'(1.0 FT) NNE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0147 ***********************************************************************
 BP0147  DESIGNATION -  A 1106
 BP0147  PID         -  BP0147
 BP0147  STATE/COUNTY-  TX/TERRELL
 BP0147  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0147
 BP0147                         *CURRENT SURVEY CONTROL
 BP0147  ___________________________________________________________________
 BP0147* NAD 83(1986)-  30 09 35.     (N)    102 31 11.     (W)     SCALED    
 BP0147* NAVD 88     -       938.402  (meters)    3078.74   (feet)  ADJUSTED  
 BP0147  ___________________________________________________________________
 BP0147  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 BP0147  DYNAMIC HT  -         936.937 (meters)    3073.93  (feet)  COMP
 BP0147  MODELED GRAV-     979,049.3   (mgal)                       NAVD 88
 BP0147
 BP0147  VERT ORDER  -  FIRST     CLASS II
 BP0147
 BP0147.The horizontal coordinates were scaled from a topographic map and have
 BP0147.an estimated accuracy of +/- 6 seconds.
 BP0147
 BP0147.The orthometric height was determined by differential leveling
 BP0147.and adjusted by the National Geodetic Survey in June 1991..
 BP0147
 BP0147.The geoid height was determined by GEOID03.
 BP0147
 BP0147.The dynamic height is computed by dividing the NAVD 88
 BP0147.geopotential number by the normal gravity value computed on the
 BP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0147.degrees latitude (g = 980.6199 gals.).
 BP0147
 BP0147.The modeled gravity was interpolated from observed gravity values.
 BP0147
 BP0147;                    North         East    Units  Estimated Accuracy
 BP0147;SPC TXSC     - 4,262,940.      261,000.      MT  (+/- 180 meters Scaled)
 BP0147
 BP0147                          SUPERSEDED SURVEY CONTROL
 BP0147
 BP0147  NGVD 29 (??/??/92)  938.110  (m)         3077.78   (f) ADJ UNCH    1 2
 BP0147
 BP0147.Superseded values are not recommended for survey control.
 BP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0147.See file dsdata.txt to determine how the superseded data were derived.
 BP0147
 BP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP388390(NAD 83)
 BP0147_MARKER: DB = BENCH MARK DISK
 BP0147_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0147_SP_SET: 6 FEET
 BP0147_STAMPING: A 1106 1957
 BP0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0147
 BP0147  HISTORY     - Date     Condition        Report By
 BP0147  HISTORY     - 1957     MONUMENTED       CGS
 BP0147  HISTORY     - 1966     POOR             NGS
 BP0147  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0147
 BP0147                          STATION DESCRIPTION
 BP0147
 BP0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0147'8.1 MI W FROM SANDERSON.
 BP0147'ABOUT 8.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0147'STATION AT SANDERSON, ABOUT 8.15 MILES EAST OF THE SECTION FOREMANS
 BP0147'HOUSE AT LONGFELLOW, 99 FEET NORTHWEST OF AND ACROSS THE TRACK FROM
 BP0147'MILEPOST 524, 33 1/2 FEET NORTH-NORTHWEST OF THE NEAR RAIL, 13 RAILS
 BP0147'WEST OF THE WEST END OF TRESTLE NUMBER 523.83, 87 FEET NORTH-NORTHEAST
 BP0147'OF A SWITCH STAND, 63 FEET NORTH OF SEMAPHORE NUMBER 524.1, 10 1/2
 BP0147'FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A WHITE WOODEN
 BP0147'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 BP0147'TOP OF A 5/8 INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 6
 BP0147'FEET AND IS ENCASED IN A 4 INCH TILE WHICH PROJECTS 7 INCHES.
 BP0147
 BP0147                          STATION RECOVERY (1981)
 BP0147
 BP0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0147'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0068 ***********************************************************************
 BP0068  DESIGNATION -  A 1107
 BP0068  PID         -  BP0068
 BP0068  STATE/COUNTY-  TX/TERRELL
 BP0068  USGS QUAD   -  MOFETA (1969)
 BP0068
 BP0068                         *CURRENT SURVEY CONTROL
 BP0068  ___________________________________________________________________
 BP0068* NAD 83(1986)-  30 03 12.     (N)    102 12 36.     (W)     SCALED    
 BP0068* NAVD 88     -       703.390  (meters)    2307.71   (feet)  ADJUSTED  
 BP0068  ___________________________________________________________________
 BP0068  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 BP0068  DYNAMIC HT  -         702.323 (meters)    2304.20  (feet)  COMP
 BP0068  MODELED GRAV-     979,102.7   (mgal)                       NAVD 88
 BP0068
 BP0068  VERT ORDER  -  FIRST     CLASS II
 BP0068
 BP0068.This mark is at Terrel County Airport (6R6)
 BP0068
 BP0068.The horizontal coordinates were scaled from a topographic map and have
 BP0068.an estimated accuracy of +/- 6 seconds.
 BP0068
 BP0068.The orthometric height was determined by differential leveling
 BP0068.and adjusted by the National Geodetic Survey in June 1991..
 BP0068
 BP0068.The geoid height was determined by GEOID03.
 BP0068
 BP0068.The dynamic height is computed by dividing the NAVD 88
 BP0068.geopotential number by the normal gravity value computed on the
 BP0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0068.degrees latitude (g = 980.6199 gals.).
 BP0068
 BP0068.The modeled gravity was interpolated from observed gravity values.
 BP0068
 BP0068;                    North         East    Units  Estimated Accuracy
 BP0068;SPC TXSC     - 4,250,290.      290,500.      MT  (+/- 180 meters Scaled)
 BP0068
 BP0068                          SUPERSEDED SURVEY CONTROL
 BP0068
 BP0068  NGVD 29 (??/??/92)  703.184  (m)         2307.03   (f) ADJ UNCH    1 2
 BP0068
 BP0068.Superseded values are not recommended for survey control.
 BP0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0068.See file dsdata.txt to determine how the superseded data were derived.
 BP0068
 BP0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP689279(NAD 83)
 BP0068_MARKER: DB = BENCH MARK DISK
 BP0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0068_STAMPING: A 1107 1957
 BP0068_MARK LOGO: CGS   
 BP0068_PROJECTION: PROJECTING 15 CENTIMETERS
 BP0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0068+STABILITY: SURFACE MOTION
 BP0068
 BP0068  HISTORY     - Date     Condition        Report By
 BP0068  HISTORY     - 1957     MONUMENTED       CGS
 BP0068  HISTORY     - 1958     GOOD             NGS
 BP0068  HISTORY     - 1981     GOOD             NGS
 BP0068
 BP0068                          STATION DESCRIPTION
 BP0068
 BP0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0068'5.85 MI W FROM DRYDEN.
 BP0068'ABOUT 5.85 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0068'THE STATION AT DRYDEN, 35 FEET WEST OF MILEPOST 491, 48 FEET SOUTH OF
 BP0068'THE SOUTH RAIL, ABOUT 0.15 MILE EAST OF THE ENTRANCE TO THE DRYDEN
 BP0068'AIRPORT, 99 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 90, IN LINE
 BP0068'WITH A ROW OF TELEPHONE POLES, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 BP0068'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0068'CONCRETE POST PROJECTING 7 INCHES.
 BP0068
 BP0068                          STATION RECOVERY (1981)
 BP0068
 BP0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0068'9.4 KM (5.85 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0068'IN DRYDEN, 0.3 KM (0.2 MI) EAST OF A GRAVELED ROAD LEADING SOUTH TO
 BP0068'THE DRYDEN AIRFIELD, 89.6 METERS (294.0 FT) EAST OF THE SOUTHEAST
 BP0068'CORNER OF A WHITE METAL BUILDING, 30.2 METERS (99.1 FT)
 BP0068'NORTH OF THE CENTERLINE OF THE HIGHWAY, 14.8 METERS (48.6 FT)
 BP0068'SOUTH OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD AND 0.6 METER
 BP0068'(2.0 FT) NORTH OF A WOODEN WITNESS POST.
 BP0068'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BP0068'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0579 ***********************************************************************
 CD0579  DESIGNATION -  A 1108
 CD0579  PID         -  CD0579
 CD0579  STATE/COUNTY-  TX/HUDSPETH
 CD0579  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0579
 CD0579                         *CURRENT SURVEY CONTROL
 CD0579  ___________________________________________________________________
 CD0579* NAD 83(1986)-  31 08 55.     (N)    105 17 57.     (W)     SCALED    
 CD0579* NAVD 88     -      1334.065  (meters)    4376.84   (feet)  ADJUSTED  
 CD0579  ___________________________________________________________________
 CD0579  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CD0579  DYNAMIC HT  -        1331.930 (meters)    4369.84  (feet)  COMP
 CD0579  MODELED GRAV-     978,993.8   (mgal)                       NAVD 88
 CD0579
 CD0579  VERT ORDER  -  FIRST     CLASS II
 CD0579
 CD0579.The horizontal coordinates were scaled from a topographic map and have
 CD0579.an estimated accuracy of +/- 6 seconds.
 CD0579
 CD0579.The orthometric height was determined by differential leveling
 CD0579.and adjusted by the National Geodetic Survey in June 1991..
 CD0579
 CD0579.The geoid height was determined by GEOID03.
 CD0579
 CD0579.The dynamic height is computed by dividing the NAVD 88
 CD0579.geopotential number by the normal gravity value computed on the
 CD0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0579.degrees latitude (g = 980.6199 gals.).
 CD0579
 CD0579.The modeled gravity was interpolated from observed gravity values.
 CD0579
 CD0579;                    North         East    Units  Estimated Accuracy
 CD0579;SPC TX C     - 3,174,850.      226,690.      MT  (+/- 180 meters Scaled)
 CD0579
 CD0579                          SUPERSEDED SURVEY CONTROL
 CD0579
 CD0579  NGVD 29 (??/??/92) 1333.476  (m)         4374.91   (f) ADJ UNCH    1 2
 CD0579
 CD0579.Superseded values are not recommended for survey control.
 CD0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0579.See file dsdata.txt to determine how the superseded data were derived.
 CD0579
 CD0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ714461(NAD 83)
 CD0579_MARKER: DB = BENCH MARK DISK
 CD0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0579_STAMPING: A 1108 1957
 CD0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0579+STABILITY: SURFACE MOTION
 CD0579
 CD0579  HISTORY     - Date     Condition        Report By
 CD0579  HISTORY     - 1957     MONUMENTED       CGS
 CD0579
 CD0579                          STATION DESCRIPTION
 CD0579
 CD0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0579'3.95 MI SE FROM SIERRA BLANCA.
 CD0579'ABOUT 3.95 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0579'FROM THE STATION AT SIERRA BLANCA, 128 FEET WEST OF MILEPOST 733, 99
 CD0579'FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 1 1/2 FEET SOUTH OF A FENCE, 2
 CD0579'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 CD0579'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0599 ***********************************************************************
 CD0599  DESIGNATION -  A 1109
 CD0599  PID         -  CD0599
 CD0599  STATE/COUNTY-  TX/HUDSPETH
 CD0599  USGS QUAD   -  ALLAMOORE (1964)
 CD0599
 CD0599                         *CURRENT SURVEY CONTROL
 CD0599  ___________________________________________________________________
 CD0599* NAD 83(1986)-  31 01 16.     (N)    105 02 02.     (W)     SCALED    
 CD0599* NAVD 88     -      1313.875  (meters)    4310.60   (feet)  ADJUSTED  
 CD0599  ___________________________________________________________________
 CD0599  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CD0599  DYNAMIC HT  -        1311.769 (meters)    4303.70  (feet)  COMP
 CD0599  MODELED GRAV-     978,992.4   (mgal)                       NAVD 88
 CD0599
 CD0599  VERT ORDER  -  FIRST     CLASS II
 CD0599
 CD0599.The horizontal coordinates were scaled from a topographic map and have
 CD0599.an estimated accuracy of +/- 6 seconds.
 CD0599
 CD0599.The orthometric height was determined by differential leveling
 CD0599.and adjusted by the National Geodetic Survey in June 1991..
 CD0599
 CD0599.The geoid height was determined by GEOID03.
 CD0599
 CD0599.The dynamic height is computed by dividing the NAVD 88
 CD0599.geopotential number by the normal gravity value computed on the
 CD0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0599.degrees latitude (g = 980.6199 gals.).
 CD0599
 CD0599.The modeled gravity was interpolated from observed gravity values.
 CD0599
 CD0599;                    North         East    Units  Estimated Accuracy
 CD0599;SPC TX C     - 3,159,630.      251,360.      MT  (+/- 180 meters Scaled)
 CD0599
 CD0599                          SUPERSEDED SURVEY CONTROL
 CD0599
 CD0599  NGVD 29 (??/??/92) 1313.310  (m)         4308.75   (f) ADJ UNCH    1 2
 CD0599
 CD0599.Superseded values are not recommended for survey control.
 CD0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0599.See file dsdata.txt to determine how the superseded data were derived.
 CD0599
 CD0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ967319(NAD 83)
 CD0599_MARKER: DB = BENCH MARK DISK
 CD0599_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0599_SP_SET: 14 FT.
 CD0599_STAMPING: A 1109 1957
 CD0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0599
 CD0599  HISTORY     - Date     Condition        Report By
 CD0599  HISTORY     - 1957     MONUMENTED       CGS
 CD0599
 CD0599                          STATION DESCRIPTION
 CD0599
 CD0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0599'1.3 MI NW FROM HOT WELLS.
 CD0599'ABOUT 1.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0599'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 130 FEET NORTHEAST OF AND
 CD0599'ACROSS THE TRACK FROM MILEPOST 715, 88 FEET NORTHEAST OF THE NORTHEAST
 CD0599'RAIL, 7 FEET SOUTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WHITE WOODEN
 CD0599'WITNESS POST, ABOUT 3 FEET LOWER THAN THE LEVEL OF THE TRACK, AND ON
 CD0599'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 CD0599'14 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0220 ***********************************************************************
 CB0220  DESIGNATION -  A 111
 CB0220  PID         -  CB0220
 CB0220  STATE/COUNTY-  TX/STERLING
 CB0220  USGS QUAD   -  BROOME (1972)
 CB0220
 CB0220                         *CURRENT SURVEY CONTROL
 CB0220  ___________________________________________________________________
 CB0220* NAD 83(1986)-  31 46 28.     (N)    100 52 11.     (W)     SCALED    
 CB0220* NAVD 88     -       666.994  (meters)    2188.30   (feet)  ADJUSTED  
 CB0220  ___________________________________________________________________
 CB0220  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CB0220  DYNAMIC HT  -         666.082 (meters)    2185.30  (feet)  COMP
 CB0220  MODELED GRAV-     979,250.4   (mgal)                       NAVD 88
 CB0220
 CB0220  VERT ORDER  -  FIRST     CLASS II
 CB0220
 CB0220.The horizontal coordinates were scaled from a topographic map and have
 CB0220.an estimated accuracy of +/- 6 seconds.
 CB0220
 CB0220.The orthometric height was determined by differential leveling
 CB0220.and adjusted by the National Geodetic Survey in June 1991..
 CB0220
 CB0220.The geoid height was determined by GEOID03.
 CB0220
 CB0220.The dynamic height is computed by dividing the NAVD 88
 CB0220.geopotential number by the normal gravity value computed on the
 CB0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0220.degrees latitude (g = 980.6199 gals.).
 CB0220
 CB0220.The modeled gravity was interpolated from observed gravity values.
 CB0220
 CB0220;                    North         East    Units  Estimated Accuracy
 CB0220;SPC TX C     - 3,233,790.      649,190.      MT  (+/- 180 meters Scaled)
 CB0220
 CB0220                          SUPERSEDED SURVEY CONTROL
 CB0220
 CB0220  NGVD 29 (??/??/92)  666.788  (m)         2187.62   (f) ADJ UNCH    1 2
 CB0220
 CB0220.Superseded values are not recommended for survey control.
 CB0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0220.See file dsdata.txt to determine how the superseded data were derived.
 CB0220
 CB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA229169(NAD 83)
 CB0220_MARKER: DB = BENCH MARK DISK
 CB0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0220_SP_SET: PIER
 CB0220_STAMPING: A 111 1933
 CB0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0220
 CB0220  HISTORY     - Date     Condition        Report By
 CB0220  HISTORY     - 1933     MONUMENTED       CGS
 CB0220  HISTORY     - 1971     GOOD             USGS
 CB0220
 CB0220                          STATION DESCRIPTION
 CB0220
 CB0220'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0220'8.7 MI SE FROM STERLING CITY.
 CB0220'8.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM STERLING CITY, AT AN
 CB0220'OLD HIGHWAY BRIDGE, AND IN THE TOP OF THE SOUTH END OF THE WEST
 CB0220'CONCRETE PIER, 147 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHEAST
 CB0220'LANE OF THE HIGHWAY.  A STANDARD DISK STAMPED A 111 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0249 ***********************************************************************
 BQ0249  DESIGNATION -  A 1110
 BQ0249  PID         -  BQ0249
 BQ0249  STATE/COUNTY-  TX/CULBERSON
 BQ0249  USGS QUAD   -  LOBO (1972)
 BQ0249
 BQ0249                         *CURRENT SURVEY CONTROL
 BQ0249  ___________________________________________________________________
 BQ0249* NAD 83(1986)-  30 49 42.     (N)    104 45 20.     (W)     SCALED    
 BQ0249* NAVD 88     -      1224.973  (meters)    4018.93   (feet)  ADJUSTED  
 BQ0249  ___________________________________________________________________
 BQ0249  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BQ0249  DYNAMIC HT  -        1223.018 (meters)    4012.52  (feet)  COMP
 BQ0249  MODELED GRAV-     979,002.9   (mgal)                       NAVD 88
 BQ0249
 BQ0249  VERT ORDER  -  FIRST     CLASS II
 BQ0249
 BQ0249.The horizontal coordinates were scaled from a topographic map and have
 BQ0249.an estimated accuracy of +/- 6 seconds.
 BQ0249
 BQ0249.The orthometric height was determined by differential leveling
 BQ0249.and adjusted by the National Geodetic Survey in June 1991..
 BQ0249
 BQ0249.The geoid height was determined by GEOID03.
 BQ0249
 BQ0249.The dynamic height is computed by dividing the NAVD 88
 BQ0249.geopotential number by the normal gravity value computed on the
 BQ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0249.degrees latitude (g = 980.6199 gals.).
 BQ0249
 BQ0249.The modeled gravity was interpolated from observed gravity values.
 BQ0249
 BQ0249;                    North         East    Units  Estimated Accuracy
 BQ0249;SPC TX C     - 3,137,180.      277,060.      MT  (+/- 180 meters Scaled)
 BQ0249
 BQ0249                          SUPERSEDED SURVEY CONTROL
 BQ0249
 BQ0249  NGVD 29 (??/??/92) 1224.444  (m)         4017.20   (f) ADJ UNCH    1 2
 BQ0249
 BQ0249.Superseded values are not recommended for survey control.
 BQ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0249.See file dsdata.txt to determine how the superseded data were derived.
 BQ0249
 BQ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ233106(NAD 83)
 BQ0249_MARKER: DB = BENCH MARK DISK
 BQ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0249_STAMPING: A 1110 1957
 BQ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0249+STABILITY: SURFACE MOTION
 BQ0249
 BQ0249  HISTORY     - Date     Condition        Report By
 BQ0249  HISTORY     - 1957     MONUMENTED       CGS
 BQ0249
 BQ0249                          STATION DESCRIPTION
 BQ0249
 BQ0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0249'4.6 MI SE FROM LOBO.
 BQ0249'ABOUT 4.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0249'FROM THE COUNTY ROAD CROSSING AT LOBO, 7 FEET SOUTH-SOUTHEAST OF
 BQ0249'MILEPOST 691, 41 1/2 FEET WEST-SOUTHWEST OF THE NEAR RAIL, 5 FEET EAST
 BQ0249'OF A FENCE, 5 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3
 BQ0249'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BQ0249'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0368 ***********************************************************************
 AZ0368  DESIGNATION -  A 1111
 AZ0368  PID         -  AZ0368
 AZ0368  STATE/COUNTY-  TX/VAL VERDE
 AZ0368  USGS QUAD   -  LANGTRY (1973)
 AZ0368
 AZ0368                         *CURRENT SURVEY CONTROL
 AZ0368  ___________________________________________________________________
 AZ0368* NAD 83(1986)-  29 48 53.     (N)    101 34 19.     (W)     SCALED    
 AZ0368* NAVD 88     -       426.451  (meters)    1399.11   (feet)  ADJUSTED  
 AZ0368  ___________________________________________________________________
 AZ0368  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AZ0368  DYNAMIC HT  -         425.828 (meters)    1397.07  (feet)  COMP
 AZ0368  MODELED GRAV-     979,168.4   (mgal)                       NAVD 88
 AZ0368
 AZ0368  VERT ORDER  -  FIRST     CLASS II
 AZ0368
 AZ0368.The horizontal coordinates were scaled from a topographic map and have
 AZ0368.an estimated accuracy of +/- 6 seconds.
 AZ0368
 AZ0368.The orthometric height was determined by differential leveling
 AZ0368.and adjusted by the National Geodetic Survey in June 1991..
 AZ0368
 AZ0368.The geoid height was determined by GEOID03.
 AZ0368
 AZ0368.The dynamic height is computed by dividing the NAVD 88
 AZ0368.geopotential number by the normal gravity value computed on the
 AZ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0368.degrees latitude (g = 980.6199 gals.).
 AZ0368
 AZ0368.The modeled gravity was interpolated from observed gravity values.
 AZ0368
 AZ0368;                    North         East    Units  Estimated Accuracy
 AZ0368;SPC TXSC     - 4,222,330.      351,430.      MT  (+/- 180 meters Scaled)
 AZ0368
 AZ0368                          SUPERSEDED SURVEY CONTROL
 AZ0368
 AZ0368  NGVD 29 (??/??/92)  426.339  (m)         1398.75   (f) ADJ UNCH    1 2
 AZ0368
 AZ0368.Superseded values are not recommended for survey control.
 AZ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0368.See file dsdata.txt to determine how the superseded data were derived.
 AZ0368
 AZ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU514010(NAD 83)
 AZ0368_MARKER: DB = BENCH MARK DISK
 AZ0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0368_SP_SET: CONCRETE BASE
 AZ0368_STAMPING: A 1111 1957
 AZ0368_MARK LOGO: CGS   
 AZ0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0368
 AZ0368  HISTORY     - Date     Condition        Report By
 AZ0368  HISTORY     - 1957     MONUMENTED       CGS
 AZ0368  HISTORY     - 1958     GOOD             NGS
 AZ0368  HISTORY     - 1981     GOOD             NGS
 AZ0368  HISTORY     - 19990120 GOOD             USPSQD
 AZ0368
 AZ0368                          STATION DESCRIPTION
 AZ0368
 AZ0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0368'IN LANGTRY.
 AZ0368'AT LANGTRY, AT THE TEXAS AND NEW ORLEANS RAILROAD STATION, 31 FEET
 AZ0368'WEST OF THE NORTHEAST CORNER OF THE STATION, IN THE TOP OF THE
 AZ0368'NORTHWEST CORNER OF THE CONCRETE BASE OF THE SIGNAL IN FRONT OF THE
 AZ0368'TICKET OFFICE WINDOW, 26 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 AZ0368'TRACK, 6 1/2 FEET NORTH OF THE NORTH FACE OF THE STATION, AND ABOUT
 AZ0368'LEVEL WITH THE TRACK.
 AZ0368
 AZ0368                          STATION RECOVERY (1981)
 AZ0368
 AZ0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0368'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0368'OFFICE IN LANGTRY, THENCE 0.2 KM (0.1 MI) NORTH ALONG A GRAVELED
 AZ0368'ROAD, THENCE 0.3 KM (0.2 MI) WEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 AZ0368'IN TOP OF THE NORTHWEST CORNER OF A CONCRETE BASE OF A SEMAPHORE,
 AZ0368'24.1 METERS (79.1 FT) WEST OF THE NORTHWEST CORNER OF A METAL
 AZ0368'BUILDING, 19.2 METERS (63.0 FT) NORTHWEST OF UTILITY POLE NUMBER
 AZ0368'1SSMT, 3.3 METERS (10.8 FT) SOUTH OF THE NEAR RAIL AND 1.7
 AZ0368'METERS (5.6 FT) NORTH OF THE NORTH FACE OF THE CONCRETE FOUNDATION OF
 AZ0368'THE OLD RAILROAD STATION.
 AZ0368'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 AZ0368
 AZ0368                          STATION RECOVERY (1999)
 AZ0368
 AZ0368'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0265 ***********************************************************************
 AZ0265  DESIGNATION -  A 1112
 AZ0265  PID         -  AZ0265
 AZ0265  STATE/COUNTY-  TX/VAL VERDE
 AZ0265  USGS QUAD   -  COMSTOCK (1972)
 AZ0265
 AZ0265                         *CURRENT SURVEY CONTROL
 AZ0265  ___________________________________________________________________
 AZ0265* NAD 83(1986)-  29 37 57.     (N)    101 08 47.     (W)     SCALED    
 AZ0265* NAVD 88     -       436.319  (meters)    1431.49   (feet)  POSTED    
 AZ0265  ___________________________________________________________________
 AZ0265  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0265  DYNAMIC HT  -         435.680 (meters)    1429.39  (feet)  COMP
 AZ0265  MODELED GRAV-     979,171.4   (mgal)                       NAVD 88
 AZ0265
 AZ0265  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0265
 AZ0265.The horizontal coordinates were scaled from a topographic map and have
 AZ0265.an estimated accuracy of +/- 6 seconds.
 AZ0265
 AZ0265.The orthometric height was determined by differential leveling
 AZ0265.and adjusted by the National Geodetic Survey in 1992..
 AZ0265.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0265.rate of 0.0 thru 1.0 mm/km.
 AZ0265
 AZ0265.The geoid height was determined by GEOID03.
 AZ0265
 AZ0265.The dynamic height is computed by dividing the NAVD 88
 AZ0265.geopotential number by the normal gravity value computed on the
 AZ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0265.degrees latitude (g = 980.6199 gals.).
 AZ0265
 AZ0265.The modeled gravity was interpolated from observed gravity values.
 AZ0265
 AZ0265;                    North         East    Units  Estimated Accuracy
 AZ0265;SPC TXSC     - 4,201,300.      392,180.      MT  (+/- 180 meters Scaled)
 AZ0265
 AZ0265                          SUPERSEDED SURVEY CONTROL
 AZ0265
 AZ0265  NGVD 29 (??/??/92)  436.218  (m)         1431.16   (f) ADJ UNCH    1 2
 AZ0265
 AZ0265.Superseded values are not recommended for survey control.
 AZ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0265.See file dsdata.txt to determine how the superseded data were derived.
 AZ0265
 AZ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT922799(NAD 83)
 AZ0265_MARKER: DB = BENCH MARK DISK
 AZ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0265_STAMPING: A 1112 1957
 AZ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0265+STABILITY: SURFACE MOTION
 AZ0265
 AZ0265  HISTORY     - Date     Condition        Report By
 AZ0265  HISTORY     - 1957     MONUMENTED       CGS
 AZ0265  HISTORY     - 1958     GOOD             NGS
 AZ0265  HISTORY     - 19980805 GOOD             USPSQD
 AZ0265
 AZ0265                          STATION DESCRIPTION
 AZ0265
 AZ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0265'4.6 MI SE FROM COMSTOCK.
 AZ0265'ABOUT 4.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0265'FROM THE STATION AT COMSTOCK, 129 FEET WEST OF MILEPOST 409, 111 FEET
 AZ0265'SOUTHWEST OF THE SOUTHWEST RAIL, 2 1/2 FEET NORTHEAST OF A FENCE, 2
 AZ0265'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 AZ0265'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 AZ0265'INCHES.
 AZ0265
 AZ0265                          STATION RECOVERY (1998)
 AZ0265
 AZ0265'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0323 ***********************************************************************
 AZ0323  DESIGNATION -  A 1113
 AZ0323  PID         -  AZ0323
 AZ0323  STATE/COUNTY-  TX/TERRELL
 AZ0323  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0323
 AZ0323                         *CURRENT SURVEY CONTROL
 AZ0323  ___________________________________________________________________
 AZ0323* NAD 83(1986)-  29 58 28.     (N)    101 52 21.     (W)     SCALED    
 AZ0323* NAVD 88     -       492.763  (meters)    1616.67   (feet)  ADJUSTED  
 AZ0323  ___________________________________________________________________
 AZ0323  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AZ0323  DYNAMIC HT  -         492.027 (meters)    1614.26  (feet)  COMP
 AZ0323  MODELED GRAV-     979,135.3   (mgal)                       NAVD 88
 AZ0323
 AZ0323  VERT ORDER  -  FIRST     CLASS II
 AZ0323
 AZ0323.The horizontal coordinates were scaled from a topographic map and have
 AZ0323.an estimated accuracy of +/- 6 seconds.
 AZ0323
 AZ0323.The orthometric height was determined by differential leveling
 AZ0323.and adjusted by the National Geodetic Survey in June 1991..
 AZ0323
 AZ0323.The geoid height was determined by GEOID03.
 AZ0323
 AZ0323.The dynamic height is computed by dividing the NAVD 88
 AZ0323.geopotential number by the normal gravity value computed on the
 AZ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0323.degrees latitude (g = 980.6199 gals.).
 AZ0323
 AZ0323.The modeled gravity was interpolated from observed gravity values.
 AZ0323
 AZ0323;                    North         East    Units  Estimated Accuracy
 AZ0323;SPC TXSC     - 4,240,700.      322,820.      MT  (+/- 180 meters Scaled)
 AZ0323
 AZ0323                          SUPERSEDED SURVEY CONTROL
 AZ0323
 AZ0323  NGVD 29 (??/??/92)  492.604  (m)         1616.15   (f) ADJ UNCH    1 2
 AZ0323
 AZ0323.Superseded values are not recommended for survey control.
 AZ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0323.See file dsdata.txt to determine how the superseded data were derived.
 AZ0323
 AZ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU228194(NAD 83)
 AZ0323_MARKER: DB = BENCH MARK DISK
 AZ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0323_STAMPING: A 1113 1957
 AZ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0323+STABILITY: SURFACE MOTION
 AZ0323
 AZ0323  HISTORY     - Date     Condition        Report By
 AZ0323  HISTORY     - 1957     MONUMENTED       CGS
 AZ0323  HISTORY     - 1958     GOOD             NGS
 AZ0323
 AZ0323                          STATION DESCRIPTION
 AZ0323
 AZ0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0323'18.05 MI SE FROM DRYDEN.
 AZ0323'ABOUT 18.05 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0323'FROM THE STATION AT DRYDEN, 51 FEET SOUTH-SOUTHWEST OF THE 3RD POLE
 AZ0323'NORTH OF MILEPOST 467, 48 FEET WEST OF THE WEST RAIL, 6 POLES NORTH OF
 AZ0323'THE NORTH END OF A LARGE STEEL GIRDER BRIDGE OVER THURSTON CANYON, 2
 AZ0323'1/2 FEET WEST OF THE WEST RIGHT OF WAY FENCE, 2 FEET SOUTH OF A
 AZ0323'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A
 AZ0323'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0366 ***********************************************************************
 AZ0366  DESIGNATION -  A 1114
 AZ0366  PID         -  AZ0366
 AZ0366  STATE/COUNTY-  TX/VAL VERDE
 AZ0366  USGS QUAD   -  LANGTRY (1973)
 AZ0366
 AZ0366                         *CURRENT SURVEY CONTROL
 AZ0366  ___________________________________________________________________
 AZ0366* NAD 83(1986)-  29 49 27.     (N)    101 35 12.     (W)     SCALED    
 AZ0366* NAVD 88     -       435.642  (meters)    1429.27   (feet)  ADJUSTED  
 AZ0366  ___________________________________________________________________
 AZ0366  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AZ0366  DYNAMIC HT  -         434.997 (meters)    1427.15  (feet)  COMP
 AZ0366  MODELED GRAV-     979,150.3   (mgal)                       NAVD 88
 AZ0366
 AZ0366  VERT ORDER  -  FIRST     CLASS II
 AZ0366
 AZ0366.The horizontal coordinates were scaled from a topographic map and have
 AZ0366.an estimated accuracy of +/- 6 seconds.
 AZ0366
 AZ0366.The orthometric height was determined by differential leveling
 AZ0366.and adjusted by the National Geodetic Survey in June 1991..
 AZ0366
 AZ0366.The geoid height was determined by GEOID03.
 AZ0366
 AZ0366.The dynamic height is computed by dividing the NAVD 88
 AZ0366.geopotential number by the normal gravity value computed on the
 AZ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0366.degrees latitude (g = 980.6199 gals.).
 AZ0366
 AZ0366.The modeled gravity was interpolated from observed gravity values.
 AZ0366
 AZ0366;                    North         East    Units  Estimated Accuracy
 AZ0366;SPC TXSC     - 4,223,400.      350,030.      MT  (+/- 180 meters Scaled)
 AZ0366
 AZ0366                          SUPERSEDED SURVEY CONTROL
 AZ0366
 AZ0366  NGVD 29 (??/??/92)  435.519  (m)         1428.87   (f) ADJ UNCH    1 2
 AZ0366
 AZ0366.Superseded values are not recommended for survey control.
 AZ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0366.See file dsdata.txt to determine how the superseded data were derived.
 AZ0366
 AZ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU500021(NAD 83)
 AZ0366_MARKER: DB = BENCH MARK DISK
 AZ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0366_STAMPING: A 1114 1957
 AZ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0366+STABILITY: SURFACE MOTION
 AZ0366
 AZ0366  HISTORY     - Date     Condition        Report By
 AZ0366  HISTORY     - 1957     MONUMENTED       CGS
 AZ0366  HISTORY     - 1958     GOOD             NGS
 AZ0366  HISTORY     - 1973     MARK NOT FOUND   USGS
 AZ0366
 AZ0366                          STATION DESCRIPTION
 AZ0366
 AZ0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0366'1.15 MI NW FROM LANGTRY.
 AZ0366'ABOUT 1.15 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0366'FROM THE STATION AT LANGTRY, 63 1/2 FEET SOUTHEAST OF THE 1ST POLE
 AZ0366'SOUTHEAST OF MILEPOST 444, 38 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2
 AZ0366'RAILS NORTHWEST OF THE NORTHWEST END OF A CUT, 60 FEET NORTHEAST OF
 AZ0366'THE SOUTHWEST RIGHT OF WAY FENCE, 2 FEET NORTHWEST OF A CONCRETE
 AZ0366'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE
 AZ0366'POST PROJECTING 4 INCHES.
 AZ0366
 AZ0366                          STATION RECOVERY (1973)
 AZ0366
 AZ0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AZ0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0460 ***********************************************************************
 BP0460  DESIGNATION -  A 1115
 BP0460  PID         -  BP0460
 BP0460  STATE/COUNTY-  TX/JEFF DAVIS
 BP0460  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0460
 BP0460                         *CURRENT SURVEY CONTROL
 BP0460  ___________________________________________________________________
 BP0460* NAD 83(1986)-  30 39 16.     (N)    103 48 14.     (W)     SCALED    
 BP0460* NAVD 88     -      1397.533  (meters)    4585.07   (feet)  POSTED    
 BP0460  ___________________________________________________________________
 BP0460  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 BP0460  DYNAMIC HT  -        1395.300 (meters)    4577.75  (feet)  COMP
 BP0460  MODELED GRAV-     978,994.5   (mgal)                       NAVD 88
 BP0460
 BP0460  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BP0460
 BP0460.The horizontal coordinates were scaled from a topographic map and have
 BP0460.an estimated accuracy of +/- 6 seconds.
 BP0460
 BP0460.The orthometric height was determined by differential leveling
 BP0460.and adjusted by the National Geodetic Survey in 1992..
 BP0460.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BP0460.rate of 3.1 thru 4.0 mm/km.
 BP0460
 BP0460.The geoid height was determined by GEOID03.
 BP0460
 BP0460.The dynamic height is computed by dividing the NAVD 88
 BP0460.geopotential number by the normal gravity value computed on the
 BP0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0460.degrees latitude (g = 980.6199 gals.).
 BP0460
 BP0460.The modeled gravity was interpolated from observed gravity values.
 BP0460
 BP0460;                    North         East    Units  Estimated Accuracy
 BP0460;SPC TX C     - 3,114,690.      367,450.      MT  (+/- 180 meters Scaled)
 BP0460
 BP0460                          SUPERSEDED SURVEY CONTROL
 BP0460
 BP0460  NGVD 29 (??/??/92) 1397.053  (m)         4583.50   (f) ADJ UNCH    2 0
 BP0460
 BP0460.Superseded values are not recommended for survey control.
 BP0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0460.See file dsdata.txt to determine how the superseded data were derived.
 BP0460
 BP0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP146919(NAD 83)
 BP0460_MARKER: DB = BENCH MARK DISK
 BP0460_SETTING: 66 = SET IN ROCK OUTCROP
 BP0460_SP_SET: ROCK OUTCROP
 BP0460_STAMPING: A 1115 1958
 BP0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0460+STABILITY: POSITION/ELEVATION WELL
 BP0460
 BP0460  HISTORY     - Date     Condition        Report By
 BP0460  HISTORY     - 1958     MONUMENTED       CGS
 BP0460  HISTORY     - 1988     GOOD             USPSQD
 BP0460  HISTORY     - 1989     GOOD             USPSQD
 BP0460  HISTORY     - 19961011 GOOD             USPSQD
 BP0460  HISTORY     - 20030323 GOOD             USPSQD
 BP0460
 BP0460                          STATION DESCRIPTION
 BP0460
 BP0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0460'8.05 MI NE FROM FORT DAVIS.
 BP0460'ABOUT 8.05 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0460'COURTHOUSE AT FORT DAVIS, IN THE TOP OF A ROCK OUTCROP, 75 1/2 FEET
 BP0460'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.1 MILE NORTHWEST OF A
 BP0460'CONCRETE HIGHWAY BRIDGE, SOUTHWEST OF AND AT THE FOOT OF A ROCKY HILL,
 BP0460'24 1/2 FEET NORTHEAST OF A FENCE, 28 FEET EAST OF A CONCRETE HIGHWAY
 BP0460'MARKER, 1 1/2 FEET ABOVE THE GROUND, AND ABOUT 8 FEET ABOVE THE LEVEL
 BP0460'OF THE HIGHWAY.
 BP0460
 BP0460                          STATION RECOVERY (1988)
 BP0460
 BP0460'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0460'RECOVERED IN GOOD CONDITION.
 BP0460
 BP0460                          STATION RECOVERY (1989)
 BP0460
 BP0460'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0460'RECOVERED IN GOOD CONDITION.
 BP0460
 BP0460                          STATION RECOVERY (1996)
 BP0460
 BP0460'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0460'RECOVERED IN GOOD CONDITION.
 BP0460
 BP0460                          STATION RECOVERY (2003)
 BP0460
 BP0460'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0517 ***********************************************************************
 BP0517  DESIGNATION -  A 1116
 BP0517  PID         -  BP0517
 BP0517  STATE/COUNTY-  TX/REEVES
 BP0517  USGS QUAD   -  TOYAHVALE (1972)
 BP0517
 BP0517                         *CURRENT SURVEY CONTROL
 BP0517  ___________________________________________________________________
 BP0517* NAD 83(1986)-  30 59 44.     (N)    103 45 18.     (W)     SCALED    
 BP0517* NAVD 88     -       977.502  (meters)    3207.02   (feet)  POSTED    
 BP0517  ___________________________________________________________________
 BP0517  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 BP0517  DYNAMIC HT  -         976.020 (meters)    3202.16  (feet)  COMP
 BP0517  MODELED GRAV-     979,092.9   (mgal)                       NAVD 88
 BP0517
 BP0517  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BP0517
 BP0517.The horizontal coordinates were scaled from a topographic map and have
 BP0517.an estimated accuracy of +/- 6 seconds.
 BP0517
 BP0517.The orthometric height was determined by differential leveling
 BP0517.and adjusted by the National Geodetic Survey in 1992..
 BP0517.No vertical observational check was made to the station.
 BP0517.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BP0517.was located on a no-check spur therefore a value was not computed.
 BP0517
 BP0517.The geoid height was determined by GEOID03.
 BP0517
 BP0517.The dynamic height is computed by dividing the NAVD 88
 BP0517.geopotential number by the normal gravity value computed on the
 BP0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0517.degrees latitude (g = 980.6199 gals.).
 BP0517
 BP0517.The modeled gravity was interpolated from observed gravity values.
 BP0517
 BP0517;                    North         East    Units  Estimated Accuracy
 BP0517;SPC TX C     - 3,152,340.      373,290.      MT  (+/- 180 meters Scaled)
 BP0517
 BP0517                          SUPERSEDED SURVEY CONTROL
 BP0517
 BP0517  NGVD 29 (??/??/92)  977.201  (m)         3206.03   (f) ADJ UNCH    2 0
 BP0517
 BP0517.Superseded values are not recommended for survey control.
 BP0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0517.See file dsdata.txt to determine how the superseded data were derived.
 BP0517
 BP0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ188297(NAD 83)
 BP0517_MARKER: DB = BENCH MARK DISK
 BP0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0517_STAMPING: A 1116 1958
 BP0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0517+STABILITY: SURFACE MOTION
 BP0517
 BP0517  HISTORY     - Date     Condition        Report By
 BP0517  HISTORY     - 1958     MONUMENTED       CGS
 BP0517  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0517
 BP0517                          STATION DESCRIPTION
 BP0517
 BP0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0517'1.05 MI NW FROM BALMORHEA.
 BP0517'ABOUT 0.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 17
 BP0517'FROM THE POST OFFICE AT BALMORHEA, THENCE 0.9 MILE NORTHWEST ALONG A
 BP0517'GRADED DIRT ROAD, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 43
 BP0517'FEET SOUTH OF THE CENTER OF A ROAD INTERSECTION, 30 FEET SOUTHEAST OF
 BP0517'THE CENTER LINE OF A NORTHEAST-SOUTHWEST DIRT ROAD, 10 1/2 FEET
 BP0517'WEST-SOUTHWEST OF A FENCE CORNER POST, 2 FEET NORTHWEST OF A FENCE, 1
 BP0517'1/2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, IN THE TOP OF A
 BP0517'CONCRETE POST PROJECTING 8 INCHES, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 BP0517'THE INTERSECTION.
 BP0517
 BP0517                          STATION RECOVERY (1996)
 BP0517
 BP0517'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0234 ***********************************************************************
 BQ0234  DESIGNATION -  A 1117
 BQ0234  PID         -  BQ0234
 BQ0234  STATE/COUNTY-  TX/CULBERSON
 BQ0234  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0234
 BQ0234                         *CURRENT SURVEY CONTROL
 BQ0234  ___________________________________________________________________
 BQ0234* NAD 83(1986)-  30 55 59.     (N)    104 48 35.     (W)     SCALED    
 BQ0234* NAVD 88     -      1211.971  (meters)    3976.27   (feet)  ADJUSTED  
 BQ0234  ___________________________________________________________________
 BQ0234  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BQ0234  DYNAMIC HT  -        1210.051 (meters)    3969.98  (feet)  COMP
 BQ0234  MODELED GRAV-     979,014.9   (mgal)                       NAVD 88
 BQ0234
 BQ0234  VERT ORDER  -  FIRST     CLASS II
 BQ0234
 BQ0234.The horizontal coordinates were scaled from a topographic map and have
 BQ0234.an estimated accuracy of +/- 6 seconds.
 BQ0234
 BQ0234.The orthometric height was determined by differential leveling
 BQ0234.and adjusted by the National Geodetic Survey in June 1991..
 BQ0234
 BQ0234.The geoid height was determined by GEOID03.
 BQ0234
 BQ0234.The dynamic height is computed by dividing the NAVD 88
 BQ0234.geopotential number by the normal gravity value computed on the
 BQ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0234.degrees latitude (g = 980.6199 gals.).
 BQ0234
 BQ0234.The modeled gravity was interpolated from observed gravity values.
 BQ0234
 BQ0234;                    North         East    Units  Estimated Accuracy
 BQ0234;SPC TX C     - 3,148,990.      272,350.      MT  (+/- 180 meters Scaled)
 BQ0234
 BQ0234                          SUPERSEDED SURVEY CONTROL
 BQ0234
 BQ0234  NGVD 29 (??/??/92) 1211.453  (m)         3974.58   (f) ADJ UNCH    1 2
 BQ0234
 BQ0234.Superseded values are not recommended for survey control.
 BQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0234.See file dsdata.txt to determine how the superseded data were derived.
 BQ0234
 BQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ181221(NAD 83)
 BQ0234_MARKER: DB = BENCH MARK DISK
 BQ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0234_STAMPING: A 1117 1958
 BQ0234_MARK LOGO: CGS   
 BQ0234_PROJECTION: PROJECTING 15 CENTIMETERS
 BQ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0234+STABILITY: SURFACE MOTION
 BQ0234
 BQ0234  HISTORY     - Date     Condition        Report By
 BQ0234  HISTORY     - 1958     MONUMENTED       CGS
 BQ0234  HISTORY     - 1981     GOOD             NGS
 BQ0234
 BQ0234                          STATION DESCRIPTION
 BQ0234
 BQ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0234'3.35 MI NW FROM LOBO.
 BQ0234'ABOUT 3.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0234'FROM THE COUNTY ROAD CROSSING AT LOBO, THENCE 0.25 MILE NORTH ALONG U.
 BQ0234'S. HIGHWAY 90, 60 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 BQ0234'HIGHWAY, AT THE JUNCTION OF A DIRT ROAD LEADING WEST, 45 FEET NORTH OF
 BQ0234'THE CENTER LINE OF THE DIRT ROAD AND A WOODEN GATE, 2 FEET EAST OF A
 BQ0234'FENCE, 2 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE
 BQ0234'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0234
 BQ0234                          STATION RECOVERY (1981)
 BQ0234
 BQ0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0234'11.6 KM (7.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0234'WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 0.5 KM (0.3 MI) NORTHWEST OF
 BQ0234'THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD, AT A DIRT ROAD LEADING
 BQ0234'WEST, 18.3 METERS (60.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 BQ0234'HIGHWAY, 13.7 METERS (45.0 FT) NORTH OF THE CENTER OF THE ROAD AND A
 BQ0234'WOODEN GATE, 9.8 METERS (32.0 FT) WEST OF THE WEST POST OF A SIGN
 BQ0234'(CLEARANCE 14 FT 5 IN), 0.6 METER (2.0 FT) EAST OF A FENCE, AND 0.6
 BQ0234'METER (2.0 FT) SOUTH OF A 2 FOOT HIGH CONCRETE WITNESS POST.
 BQ0234'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 BQ0234'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0518 ***********************************************************************
 CD0518  DESIGNATION -  A 1118
 CD0518  PID         -  CD0518
 CD0518  STATE/COUNTY-  TX/HUDSPETH
 CD0518  USGS QUAD   -  BLACK HILLS (1979)
 CD0518
 CD0518                         *CURRENT SURVEY CONTROL
 CD0518  ___________________________________________________________________
 CD0518* NAD 83(1986)-  31 28 30.     (N)    105 20 57.     (W)     SCALED    
 CD0518* NAVD 88     -      1327.217  (meters)    4354.38   (feet)  ADJUSTED  
 CD0518  ___________________________________________________________________
 CD0518  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0518  DYNAMIC HT  -        1325.152 (meters)    4347.60  (feet)  COMP
 CD0518  MODELED GRAV-     979,038.0   (mgal)                       NAVD 88
 CD0518
 CD0518  VERT ORDER  -  FIRST     CLASS II
 CD0518
 CD0518.The horizontal coordinates were scaled from a topographic map and have
 CD0518.an estimated accuracy of +/- 6 seconds.
 CD0518
 CD0518.The orthometric height was determined by differential leveling
 CD0518.and adjusted by the National Geodetic Survey in June 1991..
 CD0518
 CD0518.The geoid height was determined by GEOID03.
 CD0518
 CD0518.The dynamic height is computed by dividing the NAVD 88
 CD0518.geopotential number by the normal gravity value computed on the
 CD0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0518.degrees latitude (g = 980.6199 gals.).
 CD0518
 CD0518.The modeled gravity was interpolated from observed gravity values.
 CD0518
 CD0518;                    North         East    Units  Estimated Accuracy
 CD0518;SPC TX C     - 3,211,210.      223,560.      MT  (+/- 180 meters Scaled)
 CD0518
 CD0518                          SUPERSEDED SURVEY CONTROL
 CD0518
 CD0518  NGVD 29 (??/??/92) 1326.643  (m)         4352.49   (f) ADJ UNCH    1 2
 CD0518
 CD0518.Superseded values are not recommended for survey control.
 CD0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0518.See file dsdata.txt to determine how the superseded data were derived.
 CD0518
 CD0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ668822(NAD 83)
 CD0518_MARKER: DB = BENCH MARK DISK
 CD0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0518_STAMPING: A 1118 1958
 CD0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0518+STABILITY: SURFACE MOTION
 CD0518
 CD0518  HISTORY     - Date     Condition        Report By
 CD0518  HISTORY     - 1958     MONUMENTED       CGS
 CD0518
 CD0518                          STATION DESCRIPTION
 CD0518
 CD0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0518'22.3 MI N FROM SIERRA BLANCA.
 CD0518'ABOUT 22.3 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0518'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 49 FEET EAST OF THE CENTER
 CD0518'LINE OF THE ROAD, ABOUT 100 YARDS NORTH OF THE CREST OF A SMALL HILL,
 CD0518'2 FEET WEST OF A FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CD0518'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0518'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0687 ***********************************************************************
 CD0687  DESIGNATION -  A 1119
 CD0687  PID         -  CD0687
 CD0687  STATE/COUNTY-  TX/HUDSPETH
 CD0687  USGS QUAD   -  BUCKHORN DRAW WEST (1979)
 CD0687
 CD0687                         *CURRENT SURVEY CONTROL
 CD0687  ___________________________________________________________________
 CD0687* NAD 83(1986)-  31 50 24.     (N)    105 45 40.     (W)     SCALED    
 CD0687* NAVD 88     -      1545.599  (meters)    5070.85   (feet)  ADJUSTED  
 CD0687  ___________________________________________________________________
 CD0687  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0687  DYNAMIC HT  -        1543.185 (meters)    5062.93  (feet)  COMP
 CD0687  MODELED GRAV-     979,023.0   (mgal)                       NAVD 88
 CD0687
 CD0687  VERT ORDER  -  FIRST     CLASS II
 CD0687
 CD0687.The horizontal coordinates were scaled from a topographic map and have
 CD0687.an estimated accuracy of +/- 6 seconds.
 CD0687
 CD0687.The orthometric height was determined by differential leveling
 CD0687.and adjusted by the National Geodetic Survey in June 1991..
 CD0687
 CD0687.The geoid height was determined by GEOID03.
 CD0687
 CD0687.The dynamic height is computed by dividing the NAVD 88
 CD0687.geopotential number by the normal gravity value computed on the
 CD0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0687.degrees latitude (g = 980.6199 gals.).
 CD0687
 CD0687.The modeled gravity was interpolated from observed gravity values.
 CD0687
 CD0687;                    North         East    Units  Estimated Accuracy
 CD0687;SPC TX C     - 3,253,470.      186,430.      MT  (+/- 180 meters Scaled)
 CD0687
 CD0687                          SUPERSEDED SURVEY CONTROL
 CD0687
 CD0687  NGVD 29 (??/??/92) 1544.844  (m)         5068.38   (f) ADJ UNCH    1 2
 CD0687
 CD0687.Superseded values are not recommended for survey control.
 CD0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0687.See file dsdata.txt to determine how the superseded data were derived.
 CD0687
 CD0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR279229(NAD 83)
 CD0687_MARKER: DB = BENCH MARK DISK
 CD0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0687_SP_SET: CULVERT
 CD0687_STAMPING: A 1119 1958
 CD0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0687
 CD0687  HISTORY     - Date     Condition        Report By
 CD0687  HISTORY     - 1958     MONUMENTED       CGS
 CD0687  HISTORY     - 1981     GOOD             NGS
 CD0687
 CD0687                          STATION DESCRIPTION
 CD0687
 CD0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0687'40.95 MI E FROM EL PASO.
 CD0687'ABOUT 40.95 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0687'JUNCTION OF LOOP 16 AT EL PASO, IN THE TOP OF A FLAT ROCK OUTCROP
 CD0687'WHICH IS ABOUT FLUSH WITH THE GROUND, 96 FEET NORTH OF THE CENTER LINE
 CD0687'OF THE HIGHWAY, 85 YARDS WEST OF THE CENTER OF A LARGE 2-CHANNEL
 CD0687'CONCRETE CULVERT, 22 FEET NORTH OF A CONCRETE HIGHWAY RIGHT OF WAY
 CD0687'POST, 23 FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A CAIRN, AND ABOUT 1
 CD0687'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 CD0687
 CD0687                          STATION RECOVERY (1981)
 CD0687
 CD0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0687'66.2 KM (41.1 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0687'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0687'IN TOP OF A 3 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK WHICH
 CD0687'IS FLUSH WITH THE GROUND SURFACE, 77.7 METERS (255.0 FT) WEST OF THE
 CD0687'WEST END OF A LARGE TWO CHANNEL BOX CULVERT, 29.3 METERS (96.0 FT)
 CD0687'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 6.7 METERS (22.0
 CD0687'FT) NORTH OF A CONCRETE RIGHT OF WAY MARKER.
 CD0687'THE MARK IS 7.3 METERS  N FROM  A WITNESS POST AND FENCE
 CD0687'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0532 ***********************************************************************
 CU0532  DESIGNATION -  A 112
 CU0532  PID         -  CU0532
 CU0532  STATE/COUNTY-  TX/HOWARD
 CU0532  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU0532
 CU0532                         *CURRENT SURVEY CONTROL
 CU0532  ___________________________________________________________________
 CU0532* NAD 83(1986)-  32 13 28.     (N)    101 28 48.     (W)     SCALED    
 CU0532* NAVD 88     -       802.447  (meters)    2632.69   (feet)  ADJUSTED  
 CU0532  ___________________________________________________________________
 CU0532  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CU0532  DYNAMIC HT  -         801.344 (meters)    2629.08  (feet)  COMP
 CU0532  MODELED GRAV-     979,238.4   (mgal)                       NAVD 88
 CU0532
 CU0532  VERT ORDER  -  FIRST     CLASS II
 CU0532
 CU0532.The horizontal coordinates were scaled from a topographic map and have
 CU0532.an estimated accuracy of +/- 6 seconds.
 CU0532
 CU0532.The orthometric height was determined by differential leveling
 CU0532.and adjusted by the National Geodetic Survey in June 1991..
 CU0532
 CU0532.The geoid height was determined by GEOID03.
 CU0532
 CU0532.The dynamic height is computed by dividing the NAVD 88
 CU0532.geopotential number by the normal gravity value computed on the
 CU0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0532.degrees latitude (g = 980.6199 gals.).
 CU0532
 CU0532.The modeled gravity was interpolated from observed gravity values.
 CU0532
 CU0532;                    North         East    Units  Estimated Accuracy
 CU0532;SPC TXNC     - 2,065,840.      319,140.      MT  (+/- 180 meters Scaled)
 CU0532
 CU0532                          SUPERSEDED SURVEY CONTROL
 CU0532
 CU0532  NGVD 29 (??/??/92)  802.176  (m)         2631.81   (f) ADJ UNCH    1 2
 CU0532
 CU0532.Superseded values are not recommended for survey control.
 CU0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0532.See file dsdata.txt to determine how the superseded data were derived.
 CU0532
 CU0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA662680(NAD 83)
 CU0532_MARKER: DB = BENCH MARK DISK
 CU0532_SETTING: 66 = SET IN ROCK OUTCROP
 CU0532_SP_SET: OUTCROP
 CU0532_STAMPING: A 112 1933
 CU0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0532+STABILITY: POSITION/ELEVATION WELL
 CU0532
 CU0532  HISTORY     - Date     Condition        Report By
 CU0532  HISTORY     - 1933     MONUMENTED       CGS
 CU0532  HISTORY     - 1956     GOOD             NGS
 CU0532
 CU0532                          STATION DESCRIPTION
 CU0532
 CU0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0532'2.75 MI S FROM BIG SPRING.
 CU0532'0.15 MILE SOUTHEAST ALONG RUNNELS STREET FROM THE TEXAS AND PACIFIC
 CU0532'RAILROAD STATION AT BIG SPRING, THENCE 0.2 MILE SOUTHWEST ALONG 3RD
 CU0532'STREET, THENCE 1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 87, THENCE 0.5
 CU0532'MILE WEST ALONG FARM ROAD 700, THENCE 0.3 MILE SOUTH ALONG AN OILED
 CU0532'ROAD, 0.1 MILE NORTH OF THE ENTRANCE TO THE CITY PARK, 266 FEET NORTH
 CU0532'OF THE CENTER OF THE ENTRANCE TO THE TERRACE DRIVE THEATRE, AT THE
 CU0532'EAST BASE OF A ROCKY KNOLL, 160 FEET WEST OF THE CENTER LINE OF AN
 CU0532'OILED ROAD, 142 FEET SOUTHWEST OF A POWER POLE, 5.3 FEET SOUTHWEST OF
 CU0532'A WITNESS POST, FLUSH WITH THE GROUND, SET IN THE TOP OF A ROCK
 CU0532'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0462 ***********************************************************************
 CD0462  DESIGNATION -  A 1120
 CD0462  PID         -  CD0462
 CD0462  STATE/COUNTY-  TX/HUDSPETH
 CD0462  USGS QUAD   -  DELL CITY (1984)
 CD0462
 CD0462                         *CURRENT SURVEY CONTROL
 CD0462  ___________________________________________________________________
 CD0462* NAD 83(1986)-  31 57 19.     (N)    105 12 03.     (W)     SCALED    
 CD0462* NAVD 88     -      1131.596  (meters)    3712.58   (feet)  POSTED    
 CD0462  ___________________________________________________________________
 CD0462  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 CD0462  DYNAMIC HT  -        1129.940 (meters)    3707.14  (feet)  COMP
 CD0462  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 CD0462
 CD0462  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0462
 CD0462.The horizontal coordinates were scaled from a topographic map and have
 CD0462.an estimated accuracy of +/- 6 seconds.
 CD0462
 CD0462.The orthometric height was determined by differential leveling
 CD0462.and adjusted by the National Geodetic Survey in 1992..
 CD0462.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0462.rate of 0.0 thru 1.0 mm/km.
 CD0462
 CD0462.The geoid height was determined by GEOID03.
 CD0462
 CD0462.The dynamic height is computed by dividing the NAVD 88
 CD0462.geopotential number by the normal gravity value computed on the
 CD0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0462.degrees latitude (g = 980.6199 gals.).
 CD0462
 CD0462.The modeled gravity was interpolated from observed gravity values.
 CD0462
 CD0462;                    North         East    Units  Estimated Accuracy
 CD0462;SPC TX C     - 3,263,780.      239,970.      MT  (+/- 180 meters Scaled)
 CD0462
 CD0462                          SUPERSEDED SURVEY CONTROL
 CD0462
 CD0462  NGVD 29 (??/??/92) 1131.104  (m)         3710.96   (f) ADJ UNCH    2 0
 CD0462
 CD0462.Superseded values are not recommended for survey control.
 CD0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0462.See file dsdata.txt to determine how the superseded data were derived.
 CD0462
 CD0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR810354(NAD 83)
 CD0462_MARKER: DB = BENCH MARK DISK
 CD0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0462_STAMPING: A 1120 1958
 CD0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0462+STABILITY: SURFACE MOTION
 CD0462
 CD0462  HISTORY     - Date     Condition        Report By
 CD0462  HISTORY     - 1958     MONUMENTED       CGS
 CD0462  HISTORY     - 1980     MARK NOT FOUND   USGS
 CD0462
 CD0462                          STATION DESCRIPTION
 CD0462
 CD0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0462'1.2 MI N FROM DELL CITY.
 CD0462'ABOUT 1.2 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0462'DELL CITY, 43 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2
 CD0462'MILES NORTH OF THE JUNCTION OF A ROAD, 2 1/2 FEET EAST OF A POWER
 CD0462'POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 CD0462'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CD0462
 CD0462                          STATION RECOVERY (1980)
 CD0462
 CD0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CD0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1901 ***********************************************************************
 CS1901  DESIGNATION -  A 1122
 CS1901  PID         -  CS1901
 CS1901  STATE/COUNTY-  TX/TARRANT
 CS1901  USGS QUAD   -  GRAPEVINE (1981)
 CS1901
 CS1901                         *CURRENT SURVEY CONTROL
 CS1901  ___________________________________________________________________
 CS1901* NAD 83(1986)-  32 54 31.     (N)    097 02 23.     (W)     SCALED    
 CS1901* NAVD 88     -       181.850  (meters)     596.62   (feet)  ADJUSTED  
 CS1901  ___________________________________________________________________
 CS1901  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CS1901  DYNAMIC HT  -         181.641 (meters)     595.93  (feet)  COMP
 CS1901  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 CS1901
 CS1901  VERT ORDER  -  SECOND    CLASS 0
 CS1901
 CS1901.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 CS1901
 CS1901.The horizontal coordinates were scaled from a topographic map and have
 CS1901.an estimated accuracy of +/- 6 seconds.
 CS1901
 CS1901.The orthometric height was determined by differential leveling
 CS1901.and adjusted by the National Geodetic Survey in June 1991..
 CS1901
 CS1901.The geoid height was determined by GEOID03.
 CS1901
 CS1901.The dynamic height is computed by dividing the NAVD 88
 CS1901.geopotential number by the normal gravity value computed on the
 CS1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1901.degrees latitude (g = 980.6199 gals.).
 CS1901
 CS1901.The modeled gravity was interpolated from observed gravity values.
 CS1901
 CS1901;                    North         East    Units  Estimated Accuracy
 CS1901;SPC TXNC     - 2,138,670.      736,590.      MT  (+/- 180 meters Scaled)
 CS1901
 CS1901                          SUPERSEDED SURVEY CONTROL
 CS1901
 CS1901  NGVD 29 (??/??/92)  181.821  (m)          596.52   (f) ADJ UNCH    2 0
 CS1901
 CS1901.Superseded values are not recommended for survey control.
 CS1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1901.See file dsdata.txt to determine how the superseded data were derived.
 CS1901
 CS1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB833428(NAD 83)
 CS1901_MARKER: DB = BENCH MARK DISK
 CS1901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1901_SP_SET: ABUTMENT
 CS1901_STAMPING: A 1122 1973
 CS1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1901
 CS1901  HISTORY     - Date     Condition        Report By
 CS1901  HISTORY     - 1973     MONUMENTED       NGS
 CS1901
 CS1901                          STATION DESCRIPTION
 CS1901
 CS1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CS1901'IN D-FW REGIONAL AIRPORT.
 CS1901'LOCATED 0.9 MILE NORTH OF THE CONTROL TOWER SET IN A DRILL HOLE IN THE
 CS1901'SW CORNER OF THE EASTERNMOST CONCRETE ABUTMENT OF A TAXIWAY OVERPASS.
 CS1901'A STANDARD BM DISK STAMPED A 1122 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0355 ***********************************************************************
 AE0355  DESIGNATION -  A 1124
 AE0355  PID         -  AE0355
 AE0355  STATE/COUNTY-  TX/HIDALGO
 AE0355  USGS QUAD   -  PHARR (1983)
 AE0355
 AE0355                         *CURRENT SURVEY CONTROL
 AE0355  ___________________________________________________________________
 AE0355* NAD 83(1986)-  26 11 29.     (N)    098 13 55.     (W)     SCALED    
 AE0355* NAVD 88     -        33.185  (meters)     108.87   (feet)  ADJUSTED  
 AE0355  ___________________________________________________________________
 AE0355  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AE0355  DYNAMIC HT  -          33.130 (meters)     108.69  (feet)  COMP
 AE0355  MODELED GRAV-     978,991.9   (mgal)                       NAVD 88
 AE0355
 AE0355  VERT ORDER  -  FIRST     CLASS II
 AE0355
 AE0355.The horizontal coordinates were scaled from a topographic map and have
 AE0355.an estimated accuracy of +/- 6 seconds.
 AE0355
 AE0355.The orthometric height was determined by differential leveling
 AE0355.and adjusted by the National Geodetic Survey in June 1991..
 AE0355
 AE0355.The geoid height was determined by GEOID03.
 AE0355
 AE0355.The dynamic height is computed by dividing the NAVD 88
 AE0355.geopotential number by the normal gravity value computed on the
 AE0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0355.degrees latitude (g = 980.6199 gals.).
 AE0355
 AE0355.The modeled gravity was interpolated from observed gravity values.
 AE0355
 AE0355;                    North         East    Units  Estimated Accuracy
 AE0355;SPC TX S     - 5,058,170.      326,790.      MT  (+/- 180 meters Scaled)
 AE0355
 AE0355                          SUPERSEDED SURVEY CONTROL
 AE0355
 AE0355.No superseded survey control is available for this station.
 AE0355
 AE0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP767971(NAD 83)
 AE0355_MARKER: DB = BENCH MARK DISK
 AE0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0355_SP_SET: STEP
 AE0355_STAMPING: A 1124 1964
 AE0355_MARK LOGO: CGS   
 AE0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0355
 AE0355  HISTORY     - Date     Condition        Report By
 AE0355  HISTORY     - 1964     MONUMENTED       CGS
 AE0355  HISTORY     - 1981     GOOD             NGS
 AE0355  HISTORY     - 1987     GOOD             USPSQD
 AE0355  HISTORY     - 20040403 GOOD             USPSQD
 AE0355
 AE0355                          STATION DESCRIPTION
 AE0355
 AE0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AE0355'IN MCALLEN.
 AE0355'LOCATED AT MCALLEN, IN THE NE QUADRANT OF THE INTERSECTION OF SOUTH
 AE0355'MAIN STREET AND THE EXPRESSWAY (NEW US 87).  IN THE TOP OF THE
 AE0355'PROJECTION OF THE TOP STEP AT THE SOUTH END OF THE ENTRANCE TO THE
 AE0355'TEXAS NATIONAL GUARD BUILDING, 12.5 FT. SW OF THE ENTRANCE DOOR-WAY.
 AE0355
 AE0355                          STATION RECOVERY (1981)
 AE0355
 AE0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0355'1.5 KM (0.95 MI) SOUTH ALONG SOUTH MAIN STREET FROM THE JUNCTION OF
 AE0355'U.S. HIGHWAY 83 BUSINESS, AT THE TEXAS NATIONAL GUARD BUILDING, AT THE
 AE0355'NORTHEAST QUADRANT OF THE INTERSECTION OF SOUTH MAIN STREET AND THE
 AE0355'WESTBOUND LANE OF THE U.S. HIGHWAY 83 EXPRESSWAY, SET IN THE TOP OF
 AE0355'THE PROJECTION OF THE TOP STEP AT THE SOUTH END OF THE ENTRANCE,
 AE0355'3.8 METERS (12.5 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE.
 AE0355
 AE0355                          STATION RECOVERY (1987)
 AE0355
 AE0355'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0355'RECOVERED IN GOOD CONDITION.
 AE0355
 AE0355                          STATION RECOVERY (2004)
 AE0355
 AE0355'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 AE0355'THE BUILDING IS NOW VACANT BUT IS STILL RECOGNIZABLE AS THE NATIONAL
 AE0355'GUARD BUILDING.  THE ABOVE SCALED COORDINATES SHOW THE MARK TO BE TWO
 AE0355'CITY BLOCKS TO THE EAST OF THE ACTUAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0349 ***********************************************************************
 BO0349  DESIGNATION -  A 1125
 BO0349  PID         -  BO0349
 BO0349  STATE/COUNTY-  TX/PECOS
 BO0349  USGS QUAD   -  SHEFFIELD (1967)
 BO0349
 BO0349                         *CURRENT SURVEY CONTROL
 BO0349  ___________________________________________________________________
 BO0349* NAD 83(1986)-  30 42 16.     (N)    101 50 07.     (W)     SCALED    
 BO0349* NAVD 88     -       679.044  (meters)    2227.83   (feet)  ADJUSTED  
 BO0349  ___________________________________________________________________
 BO0349  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 BO0349  DYNAMIC HT  -         678.053 (meters)    2224.58  (feet)  COMP
 BO0349  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 BO0349
 BO0349  VERT ORDER  -  SECOND    CLASS 0
 BO0349
 BO0349.The horizontal coordinates were scaled from a topographic map and have
 BO0349.an estimated accuracy of +/- 6 seconds.
 BO0349
 BO0349.The orthometric height was determined by differential leveling
 BO0349.and adjusted by the National Geodetic Survey in June 1991..
 BO0349
 BO0349.The geoid height was determined by GEOID03.
 BO0349
 BO0349.The dynamic height is computed by dividing the NAVD 88
 BO0349.geopotential number by the normal gravity value computed on the
 BO0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0349.degrees latitude (g = 980.6199 gals.).
 BO0349
 BO0349.The modeled gravity was interpolated from observed gravity values.
 BO0349
 BO0349;                    North         East    Units  Estimated Accuracy
 BO0349;SPC TX C     - 3,116,010.      556,140.      MT  (+/- 180 meters Scaled)
 BO0349
 BO0349                          SUPERSEDED SURVEY CONTROL
 BO0349
 BO0349  NGVD 29 (??/??/92)  678.82   (m)         2227.1    (f) COMPUTED    2 0
 BO0349
 BO0349.Superseded values are not recommended for survey control.
 BO0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0349.See file dsdata.txt to determine how the superseded data were derived.
 BO0349
 BO0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV284002(NAD 83)
 BO0349_MARKER: DB = BENCH MARK DISK
 BO0349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BO0349_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BO0349_STAMPING: A 1125 1958
 BO0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0349
 BO0349  HISTORY     - Date     Condition        Report By
 BO0349  HISTORY     - 1958     MONUMENTED       CGS
 BO0349
 BO0349                          STATION DESCRIPTION
 BO0349
 BO0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0349'1.25 MI NW FROM SHEFFIELD.
 BO0349'ABOUT 1.25 MILES NORTHWEST ALONG U. S. HIGHWAY 290 FROM THE POST
 BO0349'OFFICE AT SHEFFIELD, 59 1/2 FEET EAST-NORTHEAST OF THE CENTER LINE OF
 BO0349'THE HIGHWAY, 120 FEET EAST-NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 BO0349'THE SOUTHEAST CORNER OF THE SHEFFIELD CEMETERY, ABOUT 0.15 MILE
 BO0349'SOUTHEAST OF A CONCRETE BRIDGE, 1 FOOT EAST OF A FENCE, 1 FOOT SOUTH
 BO0349'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BO0349'HIGHWAY, AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0079 ***********************************************************************
 CV0079  DESIGNATION -  A 1126
 CV0079  PID         -  CV0079
 CV0079  STATE/COUNTY-  TX/ANDREWS
 CV0079  USGS QUAD   -  FIVE WELLS RANCH SE (1971)
 CV0079
 CV0079                         *CURRENT SURVEY CONTROL
 CV0079  ___________________________________________________________________
 CV0079* NAD 83(1986)-  32 19 29.     (N)    102 15 20.     (W)     SCALED    
 CV0079* NAVD 88     -       906.296  (meters)    2973.41   (feet)  POSTED    
 CV0079  ___________________________________________________________________
 CV0079  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CV0079  DYNAMIC HT  -         905.020 (meters)    2969.22  (feet)  COMP
 CV0079  MODELED GRAV-     979,205.1   (mgal)                       NAVD 88
 CV0079
 CV0079  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0079
 CV0079.The horizontal coordinates were scaled from a topographic map and have
 CV0079.an estimated accuracy of +/- 6 seconds.
 CV0079
 CV0079.The orthometric height was determined by differential leveling
 CV0079.and adjusted by the National Geodetic Survey in 1992..
 CV0079.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0079.rate of 3.1 thru 4.0 mm/km.
 CV0079
 CV0079.The geoid height was determined by GEOID03.
 CV0079
 CV0079.The dynamic height is computed by dividing the NAVD 88
 CV0079.geopotential number by the normal gravity value computed on the
 CV0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0079.degrees latitude (g = 980.6199 gals.).
 CV0079
 CV0079.The modeled gravity was interpolated from observed gravity values.
 CV0079
 CV0079;                    North         East    Units  Estimated Accuracy
 CV0079;SPC TXNC     - 2,079,290.      246,470.      MT  (+/- 180 meters Scaled)
 CV0079
 CV0079                          SUPERSEDED SURVEY CONTROL
 CV0079
 CV0079  NGVD 29 (??/??/92)  905.920  (m)         2972.17   (f) ADJ UNCH    2 0
 CV0079
 CV0079.Superseded values are not recommended for survey control.
 CV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0079.See file dsdata.txt to determine how the superseded data were derived.
 CV0079
 CV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR583797(NAD 83)
 CV0079_MARKER: DB = BENCH MARK DISK
 CV0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0079_STAMPING: A 1126 1958
 CV0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0079+STABILITY: SURFACE MOTION
 CV0079
 CV0079  HISTORY     - Date     Condition        Report By
 CV0079  HISTORY     - 1958     MONUMENTED       CGS
 CV0079
 CV0079                          STATION DESCRIPTION
 CV0079
 CV0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0079'17.0 MI E FROM ANDREWS.
 CV0079'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0079'COURTHOUSE AT ANDREWS, THENCE 16.9 MILES EAST ALONG STATE HIGHWAY 176,
 CV0079'60 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.15 MILE EAST
 CV0079'OF A TEE FENCE CORNER, ABOUT 111 YARDS NORTHEAST OF THE EAST END OF A
 CV0079'CONCRETE CULVERT, 1 1/2 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, 2
 CV0079'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 CV0079'OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0105 ***********************************************************************
 CV0105  DESIGNATION -  A 1128
 CV0105  PID         -  CV0105
 CV0105  STATE/COUNTY-  TX/MARTIN
 CV0105  USGS QUAD   -  MABEE RANCH (1966)
 CV0105
 CV0105                         *CURRENT SURVEY CONTROL
 CV0105  ___________________________________________________________________
 CV0105* NAD 83(1986)-  32 13 55.     (N)    102 08 35.     (W)     SCALED    
 CV0105* NAVD 88     -       867.718  (meters)    2846.84   (feet)  ADJUSTED  
 CV0105  ___________________________________________________________________
 CV0105  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 CV0105  DYNAMIC HT  -         866.499 (meters)    2842.84  (feet)  COMP
 CV0105  MODELED GRAV-     979,205.5   (mgal)                       NAVD 88
 CV0105
 CV0105  VERT ORDER  -  SECOND    CLASS 0
 CV0105
 CV0105.The horizontal coordinates were scaled from a topographic map and have
 CV0105.an estimated accuracy of +/- 6 seconds.
 CV0105
 CV0105.The orthometric height was determined by differential leveling
 CV0105.and adjusted by the National Geodetic Survey in June 1991..
 CV0105
 CV0105.The geoid height was determined by GEOID03.
 CV0105
 CV0105.The dynamic height is computed by dividing the NAVD 88
 CV0105.geopotential number by the normal gravity value computed on the
 CV0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0105.degrees latitude (g = 980.6199 gals.).
 CV0105
 CV0105.The modeled gravity was interpolated from observed gravity values.
 CV0105
 CV0105;                    North         East    Units  Estimated Accuracy
 CV0105;SPC TXNC     - 2,068,640.      256,700.      MT  (+/- 180 meters Scaled)
 CV0105
 CV0105                          SUPERSEDED SURVEY CONTROL
 CV0105
 CV0105  NGVD 29 (??/??/92)  867.358  (m)         2845.66   (f) ADJ UNCH    2 0
 CV0105
 CV0105.Superseded values are not recommended for survey control.
 CV0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0105.See file dsdata.txt to determine how the superseded data were derived.
 CV0105
 CV0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR692697(NAD 83)
 CV0105_MARKER: DB = BENCH MARK DISK
 CV0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0105_STAMPING: A 1128 1958
 CV0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0105+STABILITY: SURFACE MOTION
 CV0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0105+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2003
 CV0105
 CV0105  HISTORY     - Date     Condition        Report By
 CV0105  HISTORY     - 1958     MONUMENTED       CGS
 CV0105  HISTORY     - 20030106 GOOD             TXDOT
 CV0105
 CV0105                          STATION DESCRIPTION
 CV0105
 CV0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0105'16.6 MI NW FROM MIDLAND.
 CV0105'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0105'MIDLAND, THENCE 16.5 MILES NORTHWEST ALONG STATE HIGHWAY 349, 62 FEET
 CV0105'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE SOUTHEAST
 CV0105'OF A PIPE CULVERT, 2 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF WAY
 CV0105'FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 CV0105'ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0105'PROJECTING 8 INCHES.
 CV0105
 CV0105                          STATION RECOVERY (2003)
 CV0105
 CV0105'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (JCW)
 CV0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0505 ***********************************************************************
 BP0505  DESIGNATION -  A 1129
 BP0505  PID         -  BP0505
 BP0505  STATE/COUNTY-  TX/REEVES
 BP0505  USGS QUAD   -  TOYAHVALE (1972)
 BP0505
 BP0505                         *CURRENT SURVEY CONTROL
 BP0505  ___________________________________________________________________
 BP0505* NAD 83(1986)-  30 56 30.     (N)    103 50 37.     (W)     SCALED    
 BP0505* NAVD 88     -      1058.183  (meters)    3471.72   (feet)  POSTED    
 BP0505  ___________________________________________________________________
 BP0505  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 BP0505  DYNAMIC HT  -        1056.560 (meters)    3466.40  (feet)  COMP
 BP0505  MODELED GRAV-     979,074.0   (mgal)                       NAVD 88
 BP0505
 BP0505  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0505
 BP0505.The horizontal coordinates were scaled from a topographic map and have
 BP0505.an estimated accuracy of +/- 6 seconds.
 BP0505
 BP0505.The orthometric height was determined by differential leveling
 BP0505.and adjusted by the National Geodetic Survey in 1992..
 BP0505.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0505.rate of 0.0 thru 1.0 mm/km.
 BP0505
 BP0505.The geoid height was determined by GEOID03.
 BP0505
 BP0505.The dynamic height is computed by dividing the NAVD 88
 BP0505.geopotential number by the normal gravity value computed on the
 BP0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0505.degrees latitude (g = 980.6199 gals.).
 BP0505
 BP0505.The modeled gravity was interpolated from observed gravity values.
 BP0505
 BP0505;                    North         East    Units  Estimated Accuracy
 BP0505;SPC TX C     - 3,146,630.      364,650.      MT  (+/- 180 meters Scaled)
 BP0505
 BP0505                          SUPERSEDED SURVEY CONTROL
 BP0505
 BP0505  NGVD 29 (??/??/92) 1057.824  (m)         3470.54   (f) ADJ UNCH    2 0
 BP0505
 BP0505.Superseded values are not recommended for survey control.
 BP0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0505.See file dsdata.txt to determine how the superseded data were derived.
 BP0505
 BP0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ104237(NAD 83)
 BP0505_MARKER: DB = BENCH MARK DISK
 BP0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0505_STAMPING: A 1129 1958
 BP0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0505+STABILITY: SURFACE MOTION
 BP0505
 BP0505  HISTORY     - Date     Condition        Report By
 BP0505  HISTORY     - 1958     MONUMENTED       CGS
 BP0505  HISTORY     - 19961011 GOOD             USPSQD
 BP0505  HISTORY     - 20050729 GOOD             USPSQD
 BP0505
 BP0505                          STATION DESCRIPTION
 BP0505
 BP0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0505'3.4 MI NW FROM TOYAHVALE.
 BP0505'ABOUT 3.4 MILES NORTHWEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE
 BP0505'AT TOYAHVALE, 60 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 175
 BP0505'FEET NORTHWEST OF THE NORTHWEST END OF A CONCRETE HEADWALL OF A STEEL
 BP0505'CULVERT, SOUTH OF A FENCE, 2 FEET WEST OF A METAL WITNESS POST, ABOUT
 BP0505'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 BP0505'FOOT.
 BP0505
 BP0505                          STATION RECOVERY (1996)
 BP0505
 BP0505'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0505'RECOVERED IN GOOD CONDITION.
 BP0505
 BP0505                          STATION RECOVERY (2005)
 BP0505
 BP0505'RECOVERY NOTE BY US POWER SQUADRON 2005 (BEL)
 BP0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0490 ***********************************************************************
 DO0490  DESIGNATION -  A 113
 DO0490  PID         -  DO0490
 DO0490  STATE/COUNTY-  TX/HASKELL
 DO0490  USGS QUAD   -  ROCHESTER (1967)
 DO0490
 DO0490                         *CURRENT SURVEY CONTROL
 DO0490  ___________________________________________________________________
 DO0490* NAD 83(1986)-  33 17 02.     (N)    099 51 08.     (W)     SCALED    
 DO0490* NAVD 88     -       490.359  (meters)    1608.79   (feet)  ADJUSTED  
 DO0490  ___________________________________________________________________
 DO0490  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DO0490  DYNAMIC HT  -         489.763 (meters)    1606.83  (feet)  COMP
 DO0490  MODELED GRAV-     979,406.2   (mgal)                       NAVD 88
 DO0490
 DO0490  VERT ORDER  -  FIRST     CLASS II
 DO0490
 DO0490.The horizontal coordinates were scaled from a topographic map and have
 DO0490.an estimated accuracy of +/- 6 seconds.
 DO0490
 DO0490.The orthometric height was determined by differential leveling
 DO0490.and adjusted by the National Geodetic Survey in June 1991..
 DO0490
 DO0490.The geoid height was determined by GEOID03.
 DO0490
 DO0490.The dynamic height is computed by dividing the NAVD 88
 DO0490.geopotential number by the normal gravity value computed on the
 DO0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0490.degrees latitude (g = 980.6199 gals.).
 DO0490
 DO0490.The modeled gravity was interpolated from observed gravity values.
 DO0490
 DO0490;                    North         East    Units  Estimated Accuracy
 DO0490;SPC TXNC     - 2,180,150.      474,060.      MT  (+/- 180 meters Scaled)
 DO0490
 DO0490                          SUPERSEDED SURVEY CONTROL
 DO0490
 DO0490  NGVD 29 (??/??/92)  490.193  (m)         1608.24   (f) ADJ UNCH    1 2
 DO0490
 DO0490.Superseded values are not recommended for survey control.
 DO0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0490.See file dsdata.txt to determine how the superseded data were derived.
 DO0490
 DO0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB206830(NAD 83)
 DO0490_MARKER: DB = BENCH MARK DISK
 DO0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0490_STAMPING: 1608.242 A 113 1933
 DO0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0490+STABILITY: SURFACE MOTION
 DO0490
 DO0490  HISTORY     - Date     Condition        Report By
 DO0490  HISTORY     - 1933     MONUMENTED       CGS
 DO0490  HISTORY     - 1958     GOOD             NGS
 DO0490
 DO0490                          STATION DESCRIPTION
 DO0490
 DO0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0490'2.4 MI S FROM ROCHESTER.
 DO0490'2.4 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0490'ROCHESTER, HASKELL COUNTY, AT MILEAGE 572.7, 62 FEET WEST OF THE
 DO0490'CENTERLINE OF THE PAVEMENT, AND 35 FEET EAST OF THE CENTERLINE OF THE
 DO0490'TRACK.  A STANDARD DISK, STAMPED 1608.242 A 113 1933 AND SET IN THE
 DO0490'TOP OF A CONCRETE POST.  NOTE-- ABOUT MIDWAY BETWEEN THE 2ND AND 3RD
 DO0490'POLES SOUTH OF A PRIVATE ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0005 ***********************************************************************
 EO0005  DESIGNATION -  A 1131
 EO0005  PID         -  EO0005
 EO0005  STATE/COUNTY-  TX/RANDALL
 EO0005  USGS QUAD   -  UMBARGER (1984)
 EO0005
 EO0005                         *CURRENT SURVEY CONTROL
 EO0005  ___________________________________________________________________
 EO0005* NAD 83(1986)-  34 58 04.     (N)    102 04 22.     (W)     SCALED    
 EO0005* NAVD 88     -      1147.552  (meters)    3764.93   (feet)  ADJUSTED  
 EO0005  ___________________________________________________________________
 EO0005  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 EO0005  DYNAMIC HT  -        1146.144 (meters)    3760.31  (feet)  COMP
 EO0005  MODELED GRAV-     979,368.0   (mgal)                       NAVD 88
 EO0005
 EO0005  VERT ORDER  -  FIRST     CLASS II
 EO0005
 EO0005.The horizontal coordinates were scaled from a topographic map and have
 EO0005.an estimated accuracy of +/- 6 seconds.
 EO0005
 EO0005.The orthometric height was determined by differential leveling
 EO0005.and adjusted by the National Geodetic Survey in June 1991..
 EO0005.WARNING-Repeat measurements at this control monument indicate possible
 EO0005.vertical movement.
 EO0005
 EO0005.The geoid height was determined by GEOID03.
 EO0005
 EO0005.The dynamic height is computed by dividing the NAVD 88
 EO0005.geopotential number by the normal gravity value computed on the
 EO0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0005.degrees latitude (g = 980.6199 gals.).
 EO0005
 EO0005.The modeled gravity was interpolated from observed gravity values.
 EO0005
 EO0005;                    North         East    Units  Estimated Accuracy
 EO0005;SPC TX N     - 1,107,510.      147,700.      MT  (+/- 180 meters Scaled)
 EO0005
 EO0005                          SUPERSEDED SURVEY CONTROL
 EO0005
 EO0005  NGVD 29 (??/??/92) 1146.999  (m)         3763.11   (f) ADJ UNCH    1 2
 EO0005
 EO0005.Superseded values are not recommended for survey control.
 EO0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0005.See file dsdata.txt to determine how the superseded data were derived.
 EO0005
 EO0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU672733(NAD 83)
 EO0005_MARKER: DB = BENCH MARK DISK
 EO0005_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EO0005_STAMPING: A 1131 1958
 EO0005_MARK LOGO: CGS   
 EO0005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0005+STABILITY: POSITION/ELEVATION WELL
 EO0005
 EO0005  HISTORY     - Date     Condition        Report By
 EO0005  HISTORY     - 1958     MONUMENTED       CGS
 EO0005  HISTORY     - 1984     GOOD             NGS
 EO0005
 EO0005                          STATION DESCRIPTION
 EO0005
 EO0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0005'2.45 MI NE FROM UMBARGER.
 EO0005'ABOUT 2.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0005'FROM THE STATION AT UMBARGER, THENCE ABOUT 0.15 MILE NORTH ACROSS A
 EO0005'PASTURE TO A RADIO TOWER, IN THE TOP OF THE EAST EDGE OF THE CONCRETE
 EO0005'BASE OF THE TOWER, AND ABOUT 1 FOOT ABOVE THE GROUND.  NOTE-- THE
 EO0005'TOWER IS ABOUT 250 FEET HIGH.
 EO0005
 EO0005                          STATION RECOVERY (1984)
 EO0005
 EO0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0005'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.8 KM
 EO0005'(7.95 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0005'RAILROAD FROM THE STATION IN CANYON, THENCE 0.2 KM (0.15 MI) NORTH
 EO0005'ALONG A DIRT ROAD.  NOTE=THE CONCRETE PIER IS 65 FEET DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1099 ***********************************************************************
 FL1099  DESIGNATION -  A 1132
 FL1099  PID         -  FL1099
 FL1099  STATE/COUNTY-  TX/RANDALL
 FL1099  USGS QUAD   -  AMARILLO EAST (1973)
 FL1099
 FL1099                         *CURRENT SURVEY CONTROL
 FL1099  ___________________________________________________________________
 FL1099* NAD 83(1986)-  35 09 47.     (N)    101 50 32.     (W)     SCALED    
 FL1099* NAVD 88     -      1109.655  (meters)    3640.59   (feet)  ADJUSTED  
 FL1099  ___________________________________________________________________
 FL1099  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL1099  DYNAMIC HT  -        1108.331 (meters)    3636.25  (feet)  COMP
 FL1099  MODELED GRAV-     979,403.6   (mgal)                       NAVD 88
 FL1099
 FL1099  VERT ORDER  -  FIRST     CLASS II
 FL1099
 FL1099.The horizontal coordinates were scaled from a topographic map and have
 FL1099.an estimated accuracy of +/- 6 seconds.
 FL1099
 FL1099.The orthometric height was determined by differential leveling
 FL1099.and adjusted by the National Geodetic Survey in June 1991..
 FL1099
 FL1099.The geoid height was determined by GEOID03.
 FL1099
 FL1099.The dynamic height is computed by dividing the NAVD 88
 FL1099.geopotential number by the normal gravity value computed on the
 FL1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1099.degrees latitude (g = 980.6199 gals.).
 FL1099
 FL1099.The modeled gravity was interpolated from observed gravity values.
 FL1099
 FL1099;                    North         East    Units  Estimated Accuracy
 FL1099;SPC TX N     - 1,129,080.      168,820.      MT  (+/- 180 meters Scaled)
 FL1099
 FL1099                          SUPERSEDED SURVEY CONTROL
 FL1099
 FL1099  NGVD 29 (??/??/92) 1109.115  (m)         3638.82   (f) ADJ UNCH    1 2
 FL1099
 FL1099.Superseded values are not recommended for survey control.
 FL1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1099.See file dsdata.txt to determine how the superseded data were derived.
 FL1099
 FL1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD411948(NAD 83)
 FL1099_MARKER: DB = BENCH MARK DISK
 FL1099_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FL1099_SP_SET: 24 FT
 FL1099_STAMPING: A 1132 1958
 FL1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1099
 FL1099  HISTORY     - Date     Condition        Report By
 FL1099  HISTORY     - 1958     MONUMENTED       CGS
 FL1099  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1099
 FL1099                          STATION DESCRIPTION
 FL1099
 FL1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1099'3.3 MI S FROM AMARILLO.
 FL1099'ABOUT 3.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1099'THE STATION AT AMARILLO, 11 TELEPHONE POLES SOUTH OF MILE POST 556, 91
 FL1099'FEET EAST OF THE NEAR RAIL OF THE MAIN TRACK, 244 FEET SOUTH OF A ROAD
 FL1099'CROSSING, 6 FEET WEST OF A FENCE, 2 FEET SOUTH OF A METAL WITNESS
 FL1099'POST, ABOUT 3 FEET BELOW THE TRACK, AND ON THE TOP OF A 5/8-INCH
 FL1099'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED
 FL1099'IN A 6-INCH TILE PROJECTING 8 INCHES.
 FL1099
 FL1099                          STATION RECOVERY (1984)
 FL1099
 FL1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1245 ***********************************************************************
 CS1245  DESIGNATION -  A 1134
 CS1245  PID         -  CS1245
 CS1245  STATE/COUNTY-  TX/DALLAS
 CS1245  USGS QUAD   -  IRVING (1981)
 CS1245
 CS1245                         *CURRENT SURVEY CONTROL
 CS1245  ___________________________________________________________________
 CS1245* NAD 83(1986)-  32 50 44.     (N)    096 55 00.     (W)     SCALED    
 CS1245* NAVD 88     -       153.494  (meters)     503.59   (feet)  ADJUSTED  
 CS1245  ___________________________________________________________________
 CS1245  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CS1245  DYNAMIC HT  -         153.319 (meters)     503.01  (feet)  COMP
 CS1245  MODELED GRAV-     979,493.8   (mgal)                       NAVD 88
 CS1245
 CS1245  VERT ORDER  -  FIRST     CLASS II
 CS1245
 CS1245.The horizontal coordinates were scaled from a topographic map and have
 CS1245.an estimated accuracy of +/- 6 seconds.
 CS1245
 CS1245.The orthometric height was determined by differential leveling
 CS1245.and adjusted by the National Geodetic Survey in June 1991..
 CS1245
 CS1245.The geoid height was determined by GEOID03.
 CS1245
 CS1245.The dynamic height is computed by dividing the NAVD 88
 CS1245.geopotential number by the normal gravity value computed on the
 CS1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1245.degrees latitude (g = 980.6199 gals.).
 CS1245
 CS1245.The modeled gravity was interpolated from observed gravity values.
 CS1245
 CS1245;                    North         East    Units  Estimated Accuracy
 CS1245;SPC TXNC     - 2,131,840.      748,200.      MT  (+/- 180 meters Scaled)
 CS1245
 CS1245                          SUPERSEDED SURVEY CONTROL
 CS1245
 CS1245  NGVD 29 (??/??/92)  153.51   (m)          503.6    (f) COMPUTED    1 2
 CS1245
 CS1245.Superseded values are not recommended for survey control.
 CS1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1245.See file dsdata.txt to determine how the superseded data were derived.
 CS1245
 CS1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB949360(NAD 83)
 CS1245_MARKER: DB = BENCH MARK DISK
 CS1245_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CS1245_SP_SET: 24 FEET
 CS1245_STAMPING: A 1134 1958
 CS1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1245
 CS1245  HISTORY     - Date     Condition        Report By
 CS1245  HISTORY     - 1958     MONUMENTED       CGS
 CS1245  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 CS1245
 CS1245                          STATION DESCRIPTION
 CS1245
 CS1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CS1245'3.4 MI SW FROM DALLAS.
 CS1245'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 183, OR LOOP 12, FROM
 CS1245'THE TRAFFIC CIRCLE AT THE JUNCTION OF STATE HIGHWAY 114, THENCE ABOUT
 CS1245'0.1 MILE WEST ALONG STATE HIGHWAY 183, THENCE ABOUT 0.65 MILE NORTH
 CS1245'ALONG UNIVERSITY AVENUE, AT THE UNIVERSITY OF DALLAS, 251 FEET SOUTH
 CS1245'OF THE SOUTHEAST CORNER OF THE SCIENCE BUILDING, 27 FEET NORTH OF THE
 CS1245'CENTER OF THE INTERSECTION OF THE STREETS, 5 FEET NORTH OF THE NORTH
 CS1245'CURB AT THE INTERSECTION, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 CS1245'ROD WHICH IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A 6-INCH
 CS1245'TILE PROJECTING 4 INCHES.
 CS1245
 CS1245                          STATION RECOVERY (2005)
 CS1245
 CS1245'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2434 ***********************************************************************
 AW2434  DESIGNATION -  A 1135
 AW2434  PID         -  AW2434
 AW2434  STATE/COUNTY-  TX/JEFFERSON
 AW2434  USGS QUAD   -  MUD LAKE (1994)
 AW2434
 AW2434                         *CURRENT SURVEY CONTROL
 AW2434  ___________________________________________________________________
 AW2434* NAD 83(1986)-  29 35 49.     (N)    094 15 41.     (W)     SCALED    
 AW2434* NAVD 88     -         1.60   (+/-2cm)       5.2    (feet)  VERTCON   
 AW2434  ___________________________________________________________________
 AW2434  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW2434
 AW2434  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2434
 AW2434.The horizontal coordinates were scaled from a topographic map and have
 AW2434.an estimated accuracy of +/- 6 seconds.
 AW2434
 AW2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2434.The vertical order pertains to the NGVD 29 superseded value.
 AW2434
 AW2434.The geoid height was determined by GEOID03.
 AW2434
 AW2434;                    North         East    Units  Estimated Accuracy
 AW2434;SPC TXSC     - 4,204,750.    1,058,860.      MT  (+/- 180 meters Scaled)
 AW2434
 AW2434                          SUPERSEDED SURVEY CONTROL
 AW2434
 AW2434  NGVD 29 (??/??/92)    1.602  (m)            5.26   (f) ADJ UNCH    1 2
 AW2434
 AW2434.Superseded values are not recommended for survey control.
 AW2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2434.See file dsdata.txt to determine how the superseded data were derived.
 AW2434
 AW2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN778747(NAD 83)
 AW2434_MARKER: DB = BENCH MARK DISK
 AW2434_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2434_SP_SET: 48 FT.
 AW2434_STAMPING: A 1135 1958
 AW2434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2434
 AW2434  HISTORY     - Date     Condition        Report By
 AW2434  HISTORY     - 1958     MONUMENTED       CGS
 AW2434
 AW2434                          STATION DESCRIPTION
 AW2434
 AW2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2434'9.35 MI NE FROM HIGH ISLAND.
 AW2434'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2434'AT HIGH ISLAND, THENCE ABOUT 8.45 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2434'87, 148 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 79 FEET
 AW2434'SOUTHEAST OF THE CENTER LINE OF A SHELL ROAD LEADING TO FOUR OIL
 AW2434'STORAGE TANKS, 218 FEET SOUTHEAST OF THE SOUTHEAST ONE OF FOUR OIL
 AW2434'STORAGE TANKS, 2 1/2 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHEAST OF A
 AW2434'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A
 AW2434'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET AND
 AW2434'IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2435 ***********************************************************************
 AW2435  DESIGNATION -  A 1135 RESET 1962
 AW2435  PID         -  AW2435
 AW2435  STATE/COUNTY-  TX/JEFFERSON
 AW2435  USGS QUAD   -  MUD LAKE (1994)
 AW2435
 AW2435                         *CURRENT SURVEY CONTROL
 AW2435  ___________________________________________________________________
 AW2435* NAD 83(1986)-  29 35 47.     (N)    094 15 42.     (W)     SCALED    
 AW2435* NAVD 88     -         1.65   (+/-2cm)       5.4    (feet)  VERTCON   
 AW2435  ___________________________________________________________________
 AW2435  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW2435
 AW2435  VERT ORDER  -  THIRD (See Below)
 AW2435
 AW2435.The horizontal coordinates were scaled from a topographic map and have
 AW2435.an estimated accuracy of +/- 6 seconds.
 AW2435
 AW2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2435.The vertical order pertains to the NGVD 29 superseded value.
 AW2435
 AW2435.The geoid height was determined by GEOID03.
 AW2435
 AW2435;                    North         East    Units  Estimated Accuracy
 AW2435;SPC TXSC     - 4,204,690.    1,058,840.      MT  (+/- 180 meters Scaled)
 AW2435
 AW2435                          SUPERSEDED SURVEY CONTROL
 AW2435
 AW2435  NGVD 29 (??/??/??)    1.65   (m)            5.4    (f) RESET       3  
 AW2435
 AW2435.Superseded values are not recommended for survey control.
 AW2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2435.See file dsdata.txt to determine how the superseded data were derived.
 AW2435
 AW2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN778747(NAD 83)
 AW2435_MARKER: DB = BENCH MARK DISK
 AW2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2435_STAMPING: A 1135 RESET 1962
 AW2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2435+STABILITY: SURFACE MOTION
 AW2435
 AW2435  HISTORY     - Date     Condition        Report By
 AW2435  HISTORY     - 1962     MONUMENTED       CGS
 AW2435  HISTORY     - 1977     GOOD             NGS
 AW2435  HISTORY     - 1984     GOOD             NGS
 AW2435
 AW2435                          STATION DESCRIPTION
 AW2435
 AW2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AW2435'0.9 MI SE FROM HIGH ISLAND.
 AW2435'0.9 MILE SOUTHEAST ON STATE HIGHWAY 124 FROM THE POST OFFICE IN HIGH
 AW2435'ISLAND, THENCE 8.5 MILES NORTHEAST ON STATE HIGHWAY 87, 75 FEET EAST
 AW2435'OF THE EAST SIDE OF A DITCH, 69 FEET NORTH OF THE CENTER LINE OF THE
 AW2435'HIGHWAY, 46 FEET NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY, 19 FEET EAST
 AW2435'OF A NORTH-SOUTH FENCE, AND 1 FOOT WEST OF A METAL WITNESS POST. A
 AW2435'STANDARD DISK STAMPED A 1135 RESET 1962, SET IN A 12 X 12 IN. CONCRETE
 AW2435'POST WHICH PROJECTS 4 INCHES.
 AW2435
 AW2435                          STATION RECOVERY (1977)
 AW2435
 AW2435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW2435'RECOVERED IN GOOD CONDITION.
 AW2435
 AW2435                          STATION RECOVERY (1984)
 AW2435
 AW2435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AW2435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1411 ***********************************************************************
 AW1411  DESIGNATION -  A 1136
 AW1411  PID         -  AW1411
 AW1411  STATE/COUNTY-  TX/CHAMBERS
 AW1411  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW1411
 AW1411                         *CURRENT SURVEY CONTROL
 AW1411  ___________________________________________________________________
 AW1411* NAD 83(1986)-  29 40 19.     (N)    094 29 14.     (W)     SCALED    
 AW1411* NAVD 88     -         2.51   (+/-2cm)       8.2    (feet)  VERTCON   
 AW1411  ___________________________________________________________________
 AW1411  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1411
 AW1411  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1411
 AW1411.The horizontal coordinates were scaled from a topographic map and have
 AW1411.an estimated accuracy of +/- 6 seconds.
 AW1411
 AW1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1411.The vertical order pertains to the NGVD 29 superseded value.
 AW1411
 AW1411.The geoid height was determined by GEOID03.
 AW1411
 AW1411;                    North         East    Units  Estimated Accuracy
 AW1411;SPC TXSC     - 4,212,190.    1,036,690.      MT  (+/- 180 meters Scaled)
 AW1411
 AW1411                          SUPERSEDED SURVEY CONTROL
 AW1411
 AW1411  NGVD 29 (??/??/92)    2.508  (m)            8.23   (f) ADJ UNCH    1 2
 AW1411
 AW1411.Superseded values are not recommended for survey control.
 AW1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1411.See file dsdata.txt to determine how the superseded data were derived.
 AW1411
 AW1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN560833(NAD 83)
 AW1411_MARKER: DB = BENCH MARK DISK
 AW1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1411_STAMPING: A 1136 1958
 AW1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1411+STABILITY: SURFACE MOTION
 AW1411
 AW1411  HISTORY     - Date     Condition        Report By
 AW1411  HISTORY     - 1958     MONUMENTED       CGS
 AW1411  HISTORY     - 1959     GOOD             NGS
 AW1411  HISTORY     - 1978     GOOD             NGS
 AW1411  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW1411  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1411  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW1411
 AW1411                          STATION DESCRIPTION
 AW1411
 AW1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1411'15.0 MI SW FROM STOWELL.
 AW1411'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE AT
 AW1411'STOWELL, THENCE ABOUT 6.8 MILES WEST ALONG FARM ROAD 1985, ABOUT 0.4
 AW1411'MILE SOUTHWEST OF A WINDMILL, ABOUT 0.25 MILE NORTHEAST OF A
 AW1411'FARMHOUSE, 49 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 128 FEET
 AW1411'SOUTHEAST OF POWER POLE 847, 15 1/2 FEET NORTHEAST OF THE CENTER LINE
 AW1411'OF A WOODEN GATE, 3 FEET SOUTHEAST OF THE FENCE, 1 FOOT SOUTHEAST OF A
 AW1411'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND IN
 AW1411'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW1411
 AW1411                          STATION RECOVERY (1959)
 AW1411
 AW1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW1411'RECOVERED IN GOOD CONDITION.
 AW1411
 AW1411                          STATION RECOVERY (1978)
 AW1411
 AW1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1411'SHOULD READ=128 FEET NORTHWEST AND ACROSS THE ROAD FROM
 AW1411'POWER POLE NUMBER 847.
 AW1411
 AW1411                          STATION RECOVERY (1996)
 AW1411
 AW1411'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1411'MARK NOT FOUND.
 AW1411
 AW1411                          STATION RECOVERY (2001)
 AW1411
 AW1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1411'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1411
 AW1411                          STATION RECOVERY (2005)
 AW1411
 AW1411'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0515 ***********************************************************************
 AW0515  DESIGNATION -  A 1138
 AW0515  PID         -  AW0515
 AW0515  STATE/COUNTY-  TX/GALVESTON
 AW0515  USGS QUAD   -  GALVESTON (1994)
 AW0515
 AW0515                         *CURRENT SURVEY CONTROL
 AW0515  ___________________________________________________________________
 AW0515* NAD 83(1986)-  29 18 59.     (N)    094 47 43.     (W)     SCALED    
 AW0515* NAVD 88     -         4.11   (+/-2cm)      13.5    (feet)  VERTCON   
 AW0515  ___________________________________________________________________
 AW0515  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0515
 AW0515  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0515
 AW0515.The horizontal coordinates were scaled from a topographic map and have
 AW0515.an estimated accuracy of +/- 6 seconds.
 AW0515
 AW0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0515.The vertical order pertains to the NGVD 29 superseded value.
 AW0515
 AW0515.The geoid height was determined by GEOID03.
 AW0515
 AW0515;                    North         East    Units  Estimated Accuracy
 AW0515;SPC TXSC     - 4,171,700.    1,008,310.      MT  (+/- 180 meters Scaled)
 AW0515
 AW0515                          SUPERSEDED SURVEY CONTROL
 AW0515
 AW0515  NGVD 29 (??/??/92)    4.109  (m)           13.48   (f) ADJ UNCH    1 2
 AW0515
 AW0515.Superseded values are not recommended for survey control.
 AW0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0515.See file dsdata.txt to determine how the superseded data were derived.
 AW0515
 AW0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN256443(NAD 83)
 AW0515_MARKER: DB = BENCH MARK DISK
 AW0515_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0515_SP_SET: 75 FT.
 AW0515_STAMPING: A 1138 1958
 AW0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0515
 AW0515  HISTORY     - Date     Condition        Report By
 AW0515  HISTORY     - 1958     MONUMENTED       CGS
 AW0515  HISTORY     - 1964     GOOD             NGS
 AW0515  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0515  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW0515  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 AW0515  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW0515
 AW0515                          STATION DESCRIPTION
 AW0515
 AW0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW0515'4.85 MI N FROM GALVESTON.
 AW0515'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0515'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE ABOUT 1.3 MILES
 AW0515'NORTHEAST ALONG 51ST STREET, THENCE ABOUT 1.35 MILES EAST ALONG A
 AW0515'SHELL ROAD LEADING TO THE TODD SHIP YARD, THENCE ABOUT 0.3 MILE EAST
 AW0515'THROUGH THE SHIP YARD, 73 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 AW0515'FENCE AROUND THE SHIP YARD, 13 FEET NORTH OF THE CENTER LINE OF THE
 AW0515'EAST GATE, 2 FEET EAST OF THE FENCE, 3 FEET SOUTH OF A 4-INCH PIPE,
 AW0515'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A
 AW0515'DEPTH OF 75 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
 AW0515
 AW0515                          STATION RECOVERY (1964)
 AW0515
 AW0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0515'RECOVERED IN GOOD CONDITION.
 AW0515
 AW0515                          STATION RECOVERY (1978)
 AW0515
 AW0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0515'NOT RECOVERED THIS DATE.
 AW0515
 AW0515                          STATION RECOVERY (1994)
 AW0515
 AW0515'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0515'MARK NOT FOUND.
 AW0515
 AW0515                          STATION RECOVERY (2003)
 AW0515
 AW0515'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0515'MARK NOT FOUND.
 AW0515
 AW0515                          STATION RECOVERY (2004)
 AW0515
 AW0515'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1434 ***********************************************************************
 AW1434  DESIGNATION -  A 1139
 AW1434  PID         -  AW1434
 AW1434  STATE/COUNTY-  TX/CHAMBERS
 AW1434  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW1434
 AW1434                         *CURRENT SURVEY CONTROL
 AW1434  ___________________________________________________________________
 AW1434* NAD 83(1986)-  29 34 40.     (N)    094 41 46.     (W)     SCALED    
 AW1434* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 AW1434  ___________________________________________________________________
 AW1434  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1434  OBS GRAVITY -     979,276.9   (mgal)                       GRAV_OBS
 AW1434
 AW1434  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1434
 AW1434.The horizontal coordinates were scaled from a topographic map and have
 AW1434.an estimated accuracy of +/- 6 seconds.
 AW1434
 AW1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1434.The vertical order pertains to the NGVD 29 superseded value.
 AW1434
 AW1434.The geoid height was determined by GEOID03.
 AW1434.The observed gravity was obtained from relative gravimeter ties
 AW1434.to the IGSN71 gravity network.
 AW1434
 AW1434;                    North         East    Units  Estimated Accuracy
 AW1434;SPC TXSC     - 4,201,000.    1,016,870.      MT  (+/- 180 meters Scaled)
 AW1434
 AW1434                          SUPERSEDED SURVEY CONTROL
 AW1434
 AW1434  NGVD 29 (??/??/92)    3.039  (m)            9.97   (f) ADJ UNCH    1 2
 AW1434
 AW1434.Superseded values are not recommended for survey control.
 AW1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1434.See file dsdata.txt to determine how the superseded data were derived.
 AW1434
 AW1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN357732(NAD 83)
 AW1434_MARKER: DB = BENCH MARK DISK
 AW1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1434_STAMPING: A 1139 1959
 AW1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1434+STABILITY: SURFACE MOTION
 AW1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1434+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1434
 AW1434  HISTORY     - Date     Condition        Report By
 AW1434  HISTORY     - 1959     MONUMENTED       CGS
 AW1434  HISTORY     - 1973     GOOD             NGS
 AW1434  HISTORY     - 1978     GOOD             NGS
 AW1434  HISTORY     - 19970125 GOOD             USPSQD
 AW1434  HISTORY     - 20010331 GOOD             NGS
 AW1434  HISTORY     - 20020614 GOOD             USPSQD
 AW1434  HISTORY     - 20040308 GOOD             USPSQD
 AW1434  HISTORY     - 20050314 GOOD             USPSQD
 AW1434
 AW1434                          STATION DESCRIPTION
 AW1434
 AW1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1434'4.95 MI NE FROM SMITH POINT.
 AW1434'ABOUT 4.95 MILES NORTHEAST ALONG FARM ROAD 562 FROM THE VAN TU UN
 AW1434'GROCERY STORE AT SMITH POINT, 207 FEET SOUTHWEST OF A PIPE LINE MARKER
 AW1434'POST FOR THE HUMBLE OIL COMPANY, 116 FEET NORTHEAST OF THE CENTER LINE
 AW1434'OF A SHELL ROAD, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM
 AW1434'ROAD, 15 1/2 FEET SOUTHWEST OF POWER POLE, 1.7 FEET SOUTHEAST OF A
 AW1434'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 AW1434'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 AW1434
 AW1434                          STATION RECOVERY (1978)
 AW1434
 AW1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1434'RECOVERED IN GOOD CONDITION.
 AW1434
 AW1434                          STATION RECOVERY (1997)
 AW1434
 AW1434'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1434'RECOVERED IN GOOD CONDITION.
 AW1434
 AW1434                          STATION RECOVERY (2001)
 AW1434
 AW1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1434'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 AW1434
 AW1434                          STATION RECOVERY (2002)
 AW1434
 AW1434'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW1434'MARKER IS 49 FEET SOUTHEST OF THE CENTER LINE OF THE FARM ROAD, 14
 AW1434'FEET SOUTHWEST OF POWER POLE, AND IS 2 FEET NORTHEAST OF A VERTICAL
 AW1434'CONCRETE POST LABELED USBM WHICH HAS REPLACED THE METAL WITNESS POST.
 AW1434
 AW1434                          STATION RECOVERY (2004)
 AW1434
 AW1434'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1434'RECOVERED IN GOOD CONDITION.
 AW1434
 AW1434                          STATION RECOVERY (2005)
 AW1434
 AW1434'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0126 ***********************************************************************
 AH0126  DESIGNATION -  A 1141
 AH0126  PID         -  AH0126
 AH0126  STATE/COUNTY-  TX/NUECES
 AH0126  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0126
 AH0126                         *CURRENT SURVEY CONTROL
 AH0126  ___________________________________________________________________
 AH0126* NAD 83(1986)-  27 48 18.     (N)    097 23 48.     (W)     SCALED    
 AH0126* NAVD 88     -         1.188  (meters)       3.90   (feet)  ADJUSTED  
 AH0126  ___________________________________________________________________
 AH0126  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH0126  DYNAMIC HT  -           1.186 (meters)       3.89  (feet)  COMP
 AH0126  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AH0126
 AH0126  VERT ORDER  -  FIRST     CLASS II
 AH0126
 AH0126.The horizontal coordinates were scaled from a topographic map and have
 AH0126.an estimated accuracy of +/- 6 seconds.
 AH0126
 AH0126.The orthometric height was determined by differential leveling
 AH0126.and adjusted by the National Geodetic Survey in June 1991..
 AH0126
 AH0126.The geoid height was determined by GEOID03.
 AH0126
 AH0126.The dynamic height is computed by dividing the NAVD 88
 AH0126.geopotential number by the normal gravity value computed on the
 AH0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0126.degrees latitude (g = 980.6199 gals.).
 AH0126
 AH0126.The modeled gravity was interpolated from observed gravity values.
 AH0126
 AH0126;                    North         East    Units  Estimated Accuracy
 AH0126;SPC TX S     - 5,237,390.      408,720.      MT  (+/- 180 meters Scaled)
 AH0126
 AH0126                          SUPERSEDED SURVEY CONTROL
 AH0126
 AH0126  NGVD 29 (??/??/92)    1.378  (m)            4.52   (f) ADJ UNCH    1 2
 AH0126
 AH0126.Superseded values are not recommended for survey control.
 AH0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0126.See file dsdata.txt to determine how the superseded data were derived.
 AH0126
 AH0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR579766(NAD 83)
 AH0126_MARKER: DB = BENCH MARK DISK
 AH0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0126_SP_SET: BASE
 AH0126_STAMPING: A 1141 1959
 AH0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0126
 AH0126  HISTORY     - Date     Condition        Report By
 AH0126  HISTORY     - 1959     MONUMENTED       CGS
 AH0126  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0126  HISTORY     - 19910709 MARK NOT FOUND   USPSQD
 AH0126
 AH0126                          STATION DESCRIPTION
 AH0126
 AH0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0126'IN CORPUS CHRISTI.
 AH0126'AT CORPUS CHRISTI, AT THE WEST END OF FITZGERALD STREET, IN THE TOP OF
 AH0126'THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A RADIO TOWER, 119 FEET
 AH0126'NORTHEAST OF THE EAST END OF THE SOUTH ABUTMENT OF THE HIGH BRIDGE
 AH0126'OVER THE CORPUS CHRISTI SHIP CHANNEL, 26 FEET NORTH OF THE CENTER LINE
 AH0126'OF FITZGERALD STREET, 60 FEET EAST OF THE SOUTHWEST CORNER OF THE
 AH0126'SOUTHWESTERN MOTOR TRANSPORT INC. BUILDING, AND ABOUT 0.6 FOOT ABOVE
 AH0126'THE LEVEL OF THE STREET.
 AH0126
 AH0126                          STATION RECOVERY (1978)
 AH0126
 AH0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0126'NOT RECOVERED THIS DATE.
 AH0126
 AH0126                          STATION RECOVERY (1991)
 AH0126
 AH0126'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0280 ***********************************************************************
 AH0280  DESIGNATION -  A 1142
 AH0280  PID         -  AH0280
 AH0280  STATE/COUNTY-  TX/SAN PATRICIO
 AH0280  USGS QUAD   -  GREGORY (1975)
 AH0280
 AH0280                         *CURRENT SURVEY CONTROL
 AH0280  ___________________________________________________________________
 AH0280* NAD 83(1986)-  27 53 02.     (N)    097 20 55.     (W)     SCALED    
 AH0280* NAVD 88     -        11.193  (meters)      36.72   (feet)  ADJUSTED  
 AH0280  ___________________________________________________________________
 AH0280  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AH0280  DYNAMIC HT  -          11.176 (meters)      36.67  (feet)  COMP
 AH0280  MODELED GRAV-     979,134.0   (mgal)                       NAVD 88
 AH0280
 AH0280  VERT ORDER  -  FIRST     CLASS II
 AH0280
 AH0280.The horizontal coordinates were scaled from a topographic map and have
 AH0280.an estimated accuracy of +/- 6 seconds.
 AH0280
 AH0280.The orthometric height was determined by differential leveling
 AH0280.and adjusted by the National Geodetic Survey in June 1991..
 AH0280
 AH0280.The geoid height was determined by GEOID03.
 AH0280
 AH0280.The dynamic height is computed by dividing the NAVD 88
 AH0280.geopotential number by the normal gravity value computed on the
 AH0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0280.degrees latitude (g = 980.6199 gals.).
 AH0280
 AH0280.The modeled gravity was interpolated from observed gravity values.
 AH0280
 AH0280;                    North         East    Units  Estimated Accuracy
 AH0280;SPC TX S     - 5,246,180.      413,370.      MT  (+/- 180 meters Scaled)
 AH0280
 AH0280                          SUPERSEDED SURVEY CONTROL
 AH0280
 AH0280  NGVD 29 (??/??/92)   11.382  (m)           37.34   (f) ADJ UNCH    1 2
 AH0280
 AH0280.Superseded values are not recommended for survey control.
 AH0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0280.See file dsdata.txt to determine how the superseded data were derived.
 AH0280
 AH0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR625854(NAD 83)
 AH0280_MARKER: DB = BENCH MARK DISK
 AH0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0280_SP_SET: FOOTING
 AH0280_STAMPING: A 1142 1959
 AH0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0280
 AH0280  HISTORY     - Date     Condition        Report By
 AH0280  HISTORY     - 1959     MONUMENTED       CGS
 AH0280  HISTORY     - 1989     GOOD             USPSQD
 AH0280  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0280
 AH0280                          STATION DESCRIPTION
 AH0280
 AH0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0280'2.9 MI NW FROM PORTLAND.
 AH0280'ABOUT 0.25 MILE NORTH ALONG HOUSTON STREET FROM THE POSTOFFICE AT
 AH0280'PORTLAND, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG U. S. HIGHWAY 181,
 AH0280'THENCE ABOUT 1.95 MILES NORTHWEST ALONG FARM ROAD 893, THENCE ABOUT
 AH0280'0.5 MILE SOUTH ALONG AIRPORT ROAD, AT THE HUNT AIRPORT, IN THE TOP OF
 AH0280'THE CONCRETE FOOTING OF THE SOUTH DOOR POST OF THE MOST SOUTHWESTERLY
 AH0280'HANGAR, AND ABOUT LEVEL WITH THE HANGAR FLOOR.
 AH0280
 AH0280                          STATION RECOVERY (1989)
 AH0280
 AH0280'RECOVERY NOTE BY US POWER SQUADRON 1989 (BK)
 AH0280'RECOVERED IN GOOD CONDITION.
 AH0280
 AH0280                          STATION RECOVERY (1995)
 AH0280
 AH0280'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0151 ***********************************************************************
 AW0151  DESIGNATION -  A 1144
 AW0151  PID         -  AW0151
 AW0151  STATE/COUNTY-  TX/BRAZORIA
 AW0151  USGS QUAD   -  MANVEL (1974)
 AW0151
 AW0151                         *CURRENT SURVEY CONTROL
 AW0151  ___________________________________________________________________
 AW0151* NAD 83(1986)-  29 29 41.     (N)    095 16 00.     (W)     SCALED    
 AW0151* NAVD 88     -        12.440  (meters)      40.81   (feet)  ADJUSTED  
 AW0151  ___________________________________________________________________
 AW0151  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW0151  DYNAMIC HT  -          12.422 (meters)      40.75  (feet)  COMP
 AW0151  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 AW0151
 AW0151  VERT ORDER  -  FIRST     CLASS I
 AW0151
 AW0151.The horizontal coordinates were scaled from a topographic map and have
 AW0151.an estimated accuracy of +/- 6 seconds.
 AW0151
 AW0151.The orthometric height was determined by differential leveling
 AW0151.and adjusted by the National Geodetic Survey in June 1991..
 AW0151
 AW0151.The geoid height was determined by GEOID03.
 AW0151
 AW0151.The dynamic height is computed by dividing the NAVD 88
 AW0151.geopotential number by the normal gravity value computed on the
 AW0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0151.degrees latitude (g = 980.6199 gals.).
 AW0151
 AW0151.The modeled gravity was interpolated from observed gravity values.
 AW0151
 AW0151;                    North         East    Units  Estimated Accuracy
 AW0151;SPC TXSC     - 4,189,900.      961,920.      MT  (+/- 180 meters Scaled)
 AW0151
 AW0151                          SUPERSEDED SURVEY CONTROL
 AW0151
 AW0151  NGVD 29 (12/23/87)   12.436  (m)           40.80   (f) ADJUSTED    1 1
 AW0151
 AW0151.Superseded values are not recommended for survey control.
 AW0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0151.See file dsdata.txt to determine how the superseded data were derived.
 AW0151
 AW0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN802649(NAD 83)
 AW0151_MARKER: DB = BENCH MARK DISK
 AW0151_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0151_SP_SET: COPPER-CLAD STEEL ROD
 AW0151_STAMPING: A 1144 1959
 AW0151_MARK LOGO: CGS   
 AW0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0151+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0151
 AW0151  HISTORY     - Date     Condition        Report By
 AW0151  HISTORY     - 1959     MONUMENTED       CGS
 AW0151  HISTORY     - 1973     GOOD             NGS
 AW0151  HISTORY     - 1978     GOOD             NGS
 AW0151  HISTORY     - 1978     GOOD             NGS
 AW0151  HISTORY     - 1986     GOOD             NGS
 AW0151  HISTORY     - 19970628 GOOD             USPSQD
 AW0151  HISTORY     - 20051009 GOOD             USPSQD
 AW0151
 AW0151                          STATION DESCRIPTION
 AW0151
 AW0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0151'5.0 MI N FROM ALVIN.
 AW0151'5.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0151'THE STATION AT ALVIN, ALSO 4.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA
 AW0151'AND SANTA FE RAILROAD FROM THE STATION AT PEARLAND, 3 POLES NORTH OF
 AW0151'MILE POST 5, 106.6 FEET NORTH OF THE NORTHWEST CORNER OF A TRESTLE,
 AW0151'43.3 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 3.0 FEET EAST OF A
 AW0151'FENCE, 11 FEET NORTH OF A FORKED TREE, 1.2 FEET NORTH OF A WITNESS
 AW0151'POST, ABOUT 7 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A
 AW0151'5/8-INCH COPPER COATED ROAD WHICH WAS DRIVEN TO A DEPTH OF 48 FEET AND
 AW0151'THE UPPER PORTION OF THE ROAD IS ENCASED IN A 3-INCH IRON PIPE
 AW0151'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 AW0151
 AW0151                          STATION RECOVERY (1978)
 AW0151
 AW0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0151'RECOVERED IN GOOD CONDITION.
 AW0151
 AW0151                          STATION RECOVERY (1978)
 AW0151
 AW0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0151'RECOVERED IN GOOD CONDITION.
 AW0151
 AW0151                          STATION RECOVERY (1986)
 AW0151
 AW0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0151'RECOVERED IN GOOD CONDITION.
 AW0151
 AW0151                          STATION RECOVERY (1997)
 AW0151
 AW0151'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0151'RECOVERED IN GOOD CONDITION.
 AW0151
 AW0151                          STATION RECOVERY (2005)
 AW0151
 AW0151'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0151'FROM MARK AW153 TAKE THE INDUSTRAL ROAD SOUTH TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1493 ***********************************************************************
 AW1493  DESIGNATION -  A 1146
 AW1493  PID         -  AW1493
 AW1493  STATE/COUNTY-  TX/CHAMBERS
 AW1493  USGS QUAD   -  COVE (1993)
 AW1493
 AW1493                         *CURRENT SURVEY CONTROL
 AW1493  ___________________________________________________________________
 AW1493* NAD 83(1986)-  29 46 36.     (N)    094 51 42.     (W)     SCALED    
 AW1493* NAVD 88     -        10.61   (+/-2cm)      34.8    (feet)  VERTCON   
 AW1493  ___________________________________________________________________
 AW1493  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW1493
 AW1493  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1493
 AW1493.The horizontal coordinates were scaled from a topographic map and have
 AW1493.an estimated accuracy of +/- 6 seconds.
 AW1493
 AW1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1493.The vertical order pertains to the NGVD 29 superseded value.
 AW1493
 AW1493.The geoid height was determined by GEOID03.
 AW1493
 AW1493;                    North         East    Units  Estimated Accuracy
 AW1493;SPC TXSC     - 4,222,450.    1,000,060.      MT  (+/- 180 meters Scaled)
 AW1493
 AW1493                          SUPERSEDED SURVEY CONTROL
 AW1493
 AW1493  NGVD 29 (??/??/92)   10.613  (m)           34.82   (f) ADJ UNCH    1 2
 AW1493
 AW1493.Superseded values are not recommended for survey control.
 AW1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1493.See file dsdata.txt to determine how the superseded data were derived.
 AW1493
 AW1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN200954(NAD 83)
 AW1493_MARKER: DB = BENCH MARK DISK
 AW1493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1493_SP_SET: CULVERT
 AW1493_STAMPING: A 1146 1959
 AW1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1493+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AW1493
 AW1493  HISTORY     - Date     Condition        Report By
 AW1493  HISTORY     - 1959     MONUMENTED       CGS
 AW1493  HISTORY     - 1973     GOOD             NGS
 AW1493  HISTORY     - 1978     GOOD             NGS
 AW1493  HISTORY     - 1988     GOOD             USPSQD
 AW1493  HISTORY     - 1990     GOOD             USPSQD
 AW1493  HISTORY     - 19960921 GOOD             USPSQD
 AW1493  HISTORY     - 20010331 GOOD             NGS
 AW1493  HISTORY     - 20040204 GOOD             USPSQD
 AW1493  HISTORY     - 20050205 GOOD             USPSQD
 AW1493
 AW1493                          STATION DESCRIPTION
 AW1493
 AW1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1493'5.95 MI SW FROM COVE.
 AW1493'ABOUT 5.15 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE I-10 OVERPASS
 AW1493'AT COVE, THENCE 0.8 MILE SOUTH ALONG FARM ROAD 2354, ABOUT 18 FEET
 AW1493'SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF AND CENTER
 AW1493'OF THE SOUTHWEST CONCRETE HEADWALL OF A LARGE 3-CHANNEL CULVERT, 203
 AW1493'FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVE LEADING
 AW1493'EAST, AND ABOUT 0.8 MILE SOUTH OF BM H 1205.
 AW1493
 AW1493                          STATION RECOVERY (1978)
 AW1493
 AW1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1493'RECOVERED IN GOOD CONDITION.
 AW1493
 AW1493                          STATION RECOVERY (1988)
 AW1493
 AW1493'RECOVERY NOTE BY US POWER SQUADRON 1988 (HR)
 AW1493'RECOVERED IN GOOD CONDITION.
 AW1493
 AW1493                          STATION RECOVERY (1990)
 AW1493
 AW1493'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1493'RECOVERED IN GOOD CONDITION.
 AW1493
 AW1493                          STATION RECOVERY (1996)
 AW1493
 AW1493'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1493'RECOVERED IN GOOD CONDITION.
 AW1493
 AW1493                          STATION RECOVERY (2001)
 AW1493
 AW1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1493'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1493
 AW1493                          STATION RECOVERY (2004)
 AW1493
 AW1493'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1493'N 29 46.593  W 094 52.016
 AW1493
 AW1493                          STATION RECOVERY (2005)
 AW1493
 AW1493'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW1493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2007 ***********************************************************************
 AW2007  DESIGNATION -  A 1148
 AW2007  PID         -  AW2007
 AW2007  STATE/COUNTY-  TX/HARRIS
 AW2007  USGS QUAD   -  HIGHLANDS (1995)
 AW2007
 AW2007                         *CURRENT SURVEY CONTROL
 AW2007  ___________________________________________________________________
 AW2007* NAD 83(1986)-  29 45 52.     (N)    095 04 38.     (W)     SCALED    
 AW2007* NAVD 88     -         1.14   (+/-2cm)       3.7    (feet)  VERTCON   
 AW2007  ___________________________________________________________________
 AW2007  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW2007
 AW2007  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2007
 AW2007.The horizontal coordinates were scaled from a topographic map and have
 AW2007.an estimated accuracy of +/- 6 seconds.
 AW2007
 AW2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2007.The vertical order pertains to the NGVD 29 superseded value.
 AW2007
 AW2007.The geoid height was determined by GEOID03.
 AW2007
 AW2007;                    North         East    Units  Estimated Accuracy
 AW2007;SPC TXSC     - 4,220,380.      979,270.      MT  (+/- 180 meters Scaled)
 AW2007
 AW2007                          SUPERSEDED SURVEY CONTROL
 AW2007
 AW2007  NGVD 29 (??/??/92)    1.140  (m)            3.74   (f) ADJ UNCH    1 2
 AW2007
 AW2007.Superseded values are not recommended for survey control.
 AW2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2007.See file dsdata.txt to determine how the superseded data were derived.
 AW2007
 AW2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN991944(NAD 83)
 AW2007_MARKER: DB = BENCH MARK DISK
 AW2007_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2007_SP_SET: 56 FT.
 AW2007_STAMPING: A 1148 1959
 AW2007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2007+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW2007
 AW2007  HISTORY     - Date     Condition        Report By
 AW2007  HISTORY     - 1959     MONUMENTED       CGS
 AW2007  HISTORY     - 1963     GOOD             NGS
 AW2007  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2007  HISTORY     - 20040317 GOOD             USPSQD
 AW2007
 AW2007                          STATION DESCRIPTION
 AW2007
 AW2007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW2007'IN LYNCHBURG.
 AW2007'AT LYNCHBURG, ABOUT 149 YARDS EAST OF THE NORTH FERRY LANDING, 257
 AW2007'FEET SOUTHEAST OF THE CENTER LINE OF THE CROSBY-LYNCHBURG ROAD, 127
 AW2007'FEET SOUTH OF THE SOUTHEAST CORNER OF A METAL MESH FENCE AROUND A
 AW2007'SMALL BUILDING WHICH IS USED AS A STORAGE BUILDING FOR THE FERRY
 AW2007'COMPANY, 169 FEET NORTHEAST OF THE HIGH WATER LINE OF THE HOUSTON SHIP
 AW2007'CHANNEL, 7 FEET EAST OF A FENCE CORNER, 2 1/2 FEET NORTH OF A FENCE,
 AW2007'2.5 FEET EAST OF A METAL WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH
 AW2007'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET AND IS ENCASED
 AW2007'IN A 6-INCH CONCRETE TILE THAT PROJECTS 6 INCHES.
 AW2007
 AW2007                          STATION RECOVERY (1978)
 AW2007
 AW2007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2007'NOT RECOVERED.  NOTE=MARK IS NOW UNDERWATER.
 AW2007
 AW2007                          STATION RECOVERY (2004)
 AW2007
 AW2007'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2007'GO TO N29 47 51.0 W095 03 37.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4499 ***********************************************************************
 AW4499  DESIGNATION -  A 1149
 AW4499  PID         -  AW4499
 AW4499  STATE/COUNTY-  TX/HARRIS
 AW4499  USGS QUAD   -  ADDICKS (1995)
 AW4499
 AW4499                         *CURRENT SURVEY CONTROL
 AW4499  ___________________________________________________________________
 AW4499* NAD 83(1986)-  29 47 07.     (N)    095 41 17.     (W)     SCALED    
 AW4499* NAVD 88     -        32.78   (+/-2cm)     107.5    (feet)  VERTCON   
 AW4499  ___________________________________________________________________
 AW4499  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW4499
 AW4499  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4499
 AW4499.The horizontal coordinates were scaled from a topographic map and have
 AW4499.an estimated accuracy of +/- 6 seconds.
 AW4499
 AW4499.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4499.The vertical order pertains to the NGVD 29 superseded value.
 AW4499
 AW4499.The geoid height was determined by GEOID03.
 AW4499
 AW4499;                    North         East    Units  Estimated Accuracy
 AW4499;SPC TXSC     - 4,220,860.      920,170.      MT  (+/- 180 meters Scaled)
 AW4499
 AW4499                          SUPERSEDED SURVEY CONTROL
 AW4499
 AW4499  NGVD 29 (??/??/92)   32.773  (m)          107.52   (f) ADJ UNCH    1 2
 AW4499
 AW4499.Superseded values are not recommended for survey control.
 AW4499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4499.See file dsdata.txt to determine how the superseded data were derived.
 AW4499
 AW4499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN401980(NAD 83)
 AW4499_MARKER: DB = BENCH MARK DISK
 AW4499_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW4499_SP_SET: 23 FT.
 AW4499_STAMPING: A 1149 1959
 AW4499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4499+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW4499
 AW4499  HISTORY     - Date     Condition        Report By
 AW4499  HISTORY     - 1959     MONUMENTED       CGS
 AW4499  HISTORY     - 1964     GOOD             NGS
 AW4499  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4499  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW4499  HISTORY     - 20040413 GOOD             USPSQD
 AW4499
 AW4499                          STATION DESCRIPTION
 AW4499
 AW4499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW4499'8.2 MI E FROM KATY.
 AW4499'ABOUT 8.2 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4499'STATION AT KATY, ABOUT 0.1 MILE WEST OF THE STORE AND POSTOFFICE AT
 AW4499'BAKER, 5 POLES WEST OF MILEPOST 1064, 55 FEET NORTH OF THE NORTH RAIL
 AW4499'OF THE MAIN TRACK, 5.2 FEET WEST OF A TELEPHONE BOOTH, 6-1/2 FEET WEST
 AW4499'OF A TELEPHONE POLE, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 1
 AW4499'FOOT BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A COPPER COATED
 AW4499'ROD WHICH IS DRIVEN TO A DEPTH OF 23 FEET AND IS ENCASED IN A 6-INCH
 AW4499'TILE PROJECTING 8 INCHES.  NOTE-- THE MARK IS IN THE NORTHEAST ANGLE
 AW4499'OF A JUNCTION OF A ROAD LEADING NORTH FROM INTERSTATE HIGHWAY 10,
 AW4499'ABOUT 12 FEET WEST OF THE EAST RIGHT-OF-WAY OF THE ROAD LEADING NORTH.
 AW4499
 AW4499                          STATION RECOVERY (1973)
 AW4499
 AW4499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4499'MARK NOT FOUND.
 AW4499
 AW4499                          STATION RECOVERY (1995)
 AW4499
 AW4499'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4499'MARK NOT FOUND.
 AW4499
 AW4499                          STATION RECOVERY (2004)
 AW4499
 AW4499'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1673 ***********************************************************************
 CS1673  DESIGNATION -  A 115
 CS1673  PID         -  CS1673
 CS1673  STATE/COUNTY-  TX/TARRANT
 CS1673  USGS QUAD   -  FORT WORTH (1981)
 CS1673
 CS1673                         *CURRENT SURVEY CONTROL
 CS1673  ___________________________________________________________________
 CS1673* NAD 83(1986)-  32 42 14.     (N)    097 20 59.     (W)     SCALED    
 CS1673* NAVD 88     -       201.466  (meters)     660.98   (feet)  ADJUSTED  
 CS1673  ___________________________________________________________________
 CS1673  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS1673  DYNAMIC HT  -         201.229 (meters)     660.20  (feet)  COMP
 CS1673  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 CS1673
 CS1673  VERT ORDER  -  FIRST     CLASS II
 CS1673
 CS1673.The horizontal coordinates were scaled from a topographic map and have
 CS1673.an estimated accuracy of +/- 6 seconds.
 CS1673
 CS1673.The orthometric height was determined by differential leveling
 CS1673.and adjusted by the National Geodetic Survey in June 1991..
 CS1673.WARNING-Repeat measurements at this control monument indicate possible
 CS1673.vertical movement.
 CS1673
 CS1673.The geoid height was determined by GEOID03.
 CS1673
 CS1673.The dynamic height is computed by dividing the NAVD 88
 CS1673.geopotential number by the normal gravity value computed on the
 CS1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1673.degrees latitude (g = 980.6199 gals.).
 CS1673
 CS1673.The modeled gravity was interpolated from observed gravity values.
 CS1673
 CS1673;                    North         East    Units  Estimated Accuracy
 CS1673;SPC TXNC     - 2,115,610.      707,840.      MT  (+/- 180 meters Scaled)
 CS1673
 CS1673                          SUPERSEDED SURVEY CONTROL
 CS1673
 CS1673  NGVD 29 (??/??/92)  201.472  (m)          661.00   (f) ADJ UNCH    1 2
 CS1673
 CS1673.Superseded values are not recommended for survey control.
 CS1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1673.See file dsdata.txt to determine how the superseded data were derived.
 CS1673
 CS1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB546196(NAD 83)
 CS1673_MARKER: DB = BENCH MARK DISK
 CS1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1673_STAMPING: A 115 1933 660.983
 CS1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1673+STABILITY: SURFACE MOTION
 CS1673
 CS1673  HISTORY     - Date     Condition        Report By
 CS1673  HISTORY     - 1933     MONUMENTED       CGS
 CS1673  HISTORY     - 1962     MARK NOT FOUND   USPSQD
 CS1673  HISTORY     - 1962     GOOD             NGS
 CS1673  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1673  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1673
 CS1673                          STATION DESCRIPTION
 CS1673
 CS1673'DESCRIBED BY US POWER SQUADRON 1962 (RCS)
 CS1673'MARK NOT FOUND.
 CS1673
 CS1673                          STATION RECOVERY (1962)
 CS1673
 CS1673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CS1673'IN FORT WORTH.
 CS1673'ABOUT 3.9 MILES SOUTH-SOUTHWEST FROM THE COUNTY COURT HOUSE AT FORT
 CS1673'WORTH ALONG THE A.T. AND S.F.R.R., ABOUT 0.3 MILE SOUTH WEST OF THE
 CS1673'BERRY STREET CROSSING ABOUT 150 FEET WEST OF THE FRAZIER STREET AND
 CS1673'CLEBURNE ROAD INTERSECTION, 38 FEET NORTHWEST OF THE CENTERLINE OF
 CS1673'CLEBURNE ROAD AND 37 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACKS.
 CS1673'A STANDARD DISK STAMPED A 115 1933 660.983 IN A CONCRETE POST WHICH
 CS1673'PROJECTS ABOUT 4 INCHES.
 CS1673
 CS1673                          STATION RECOVERY (1989)
 CS1673
 CS1673'RECOVERY NOTE BY US POWER SQUADRON 1989 (WBM)
 CS1673'MARK NOT FOUND.
 CS1673
 CS1673                          STATION RECOVERY (1995)
 CS1673
 CS1673'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3191 ***********************************************************************
 AW3191  DESIGNATION -  A 1151
 AW3191  PID         -  AW3191
 AW3191  STATE/COUNTY-  TX/HARRIS
 AW3191  USGS QUAD   -  ALDINE (1995)
 AW3191
 AW3191                         *CURRENT SURVEY CONTROL
 AW3191  ___________________________________________________________________
 AW3191* NAD 83(1986)-  29 54 54.     (N)    095 24 48.     (W)     SCALED    
 AW3191* NAVD 88     -        27.00   (+/-2cm)      88.6    (feet)  VERTCON   
 AW3191  ___________________________________________________________________
 AW3191  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW3191
 AW3191  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3191
 AW3191.The horizontal coordinates were scaled from a topographic map and have
 AW3191.an estimated accuracy of +/- 6 seconds.
 AW3191
 AW3191.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3191.The vertical order pertains to the NGVD 29 superseded value.
 AW3191
 AW3191.The geoid height was determined by GEOID03.
 AW3191
 AW3191;                    North         East    Units  Estimated Accuracy
 AW3191;SPC TXSC     - 4,236,020.      946,280.      MT  (+/- 180 meters Scaled)
 AW3191
 AW3191                          SUPERSEDED SURVEY CONTROL
 AW3191
 AW3191  NGVD 29 (??/??/92)   26.999  (m)           88.58   (f) ADJ UNCH    1 2
 AW3191
 AW3191.Superseded values are not recommended for survey control.
 AW3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3191.See file dsdata.txt to determine how the superseded data were derived.
 AW3191
 AW3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP670118(NAD 83)
 AW3191_MARKER: DB = BENCH MARK DISK
 AW3191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3191_SP_SET: CULVERT
 AW3191_STAMPING: A 1151 1959
 AW3191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3191
 AW3191  HISTORY     - Date     Condition        Report By
 AW3191  HISTORY     - 1959     MONUMENTED       CGS
 AW3191  HISTORY     - 1963     MARK NOT FOUND   NGS
 AW3191  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW3191
 AW3191                          STATION DESCRIPTION
 AW3191
 AW3191'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3191'14.0 MI S FROM SPRING.
 AW3191'ABOUT 10.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW3191'STATION AT SPRING, THENCE ABOUT 1.9 MILES WEST ALONG FARM ROAD 525,
 AW3191'THENCE ABOUT 1.15 MILES SOUTHEAST ALONG AIRLINE DRIVE, THENCE ABOUT
 AW3191'0.45 MILE WEST ALONG WEST ROAD, AT THE JUNCTION OF U. S. HIGHWAY 75,
 AW3191'22 FEET WEST OF THE CENTER LINE OF THE WEST TRAFFIC LANE OF THE
 AW3191'HIGHWAY, 17 FEET NORTH OF THE CENTER LINE OF WEST ROAD, IN THE TOP OF
 AW3191'THE SOUTH END OF THE WEST HEAD WALL OF A LARGE CONCRETE CULVERT UNDER
 AW3191'THE HIGHWAY, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROADS.
 AW3191
 AW3191                          STATION RECOVERY (1963)
 AW3191
 AW3191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW3191'MARK NOT FOUND.
 AW3191
 AW3191                          STATION RECOVERY (2004)
 AW3191
 AW3191'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0662 ***********************************************************************
 CT0662  DESIGNATION -  A 1153
 CT0662  PID         -  CT0662
 CT0662  STATE/COUNTY-  TX/TAYLOR
 CT0662  USGS QUAD   -  BRADSHAW (1967)
 CT0662
 CT0662                         *CURRENT SURVEY CONTROL
 CT0662  ___________________________________________________________________
 CT0662* NAD 83(1986)-  32 06 54.     (N)    099 52 48.     (W)     SCALED    
 CT0662* NAVD 88     -       606.304  (meters)    1989.18   (feet)  ADJUSTED  
 CT0662  ___________________________________________________________________
 CT0662  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CT0662  DYNAMIC HT  -         605.511 (meters)    1986.58  (feet)  COMP
 CT0662  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 CT0662
 CT0662  VERT ORDER  -  SECOND    CLASS 0
 CT0662
 CT0662.The horizontal coordinates were scaled from a topographic map and have
 CT0662.an estimated accuracy of +/- 6 seconds.
 CT0662
 CT0662.The orthometric height was determined by differential leveling
 CT0662.and adjusted by the National Geodetic Survey in June 1991..
 CT0662
 CT0662.The geoid height was determined by GEOID03.
 CT0662
 CT0662.The dynamic height is computed by dividing the NAVD 88
 CT0662.geopotential number by the normal gravity value computed on the
 CT0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0662.degrees latitude (g = 980.6199 gals.).
 CT0662
 CT0662.The modeled gravity was interpolated from observed gravity values.
 CT0662
 CT0662;                    North         East    Units  Estimated Accuracy
 CT0662;SPC TXNC     - 2,050,570.      469,770.      MT  (+/- 180 meters Scaled)
 CT0662
 CT0662                          SUPERSEDED SURVEY CONTROL
 CT0662
 CT0662  NGVD 29 (??/??/92)  606.169  (m)         1988.74   (f) ADJ UNCH    2 0
 CT0662
 CT0662.Superseded values are not recommended for survey control.
 CT0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0662.See file dsdata.txt to determine how the superseded data were derived.
 CT0662
 CT0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA169535(NAD 83)
 CT0662_MARKER: DB = BENCH MARK DISK
 CT0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0662_STAMPING: A 1153 1961
 CT0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0662+STABILITY: SURFACE MOTION
 CT0662
 CT0662  HISTORY     - Date     Condition        Report By
 CT0662  HISTORY     - 1961     MONUMENTED       CGS
 CT0662  HISTORY     - 19940706 GOOD             USPSQD
 CT0662
 CT0662                          STATION DESCRIPTION
 CT0662
 CT0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0662'1.8 MI NE FROM BRADSHAW.
 CT0662'0.1 MILES SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0662'BRADSHAW, THENCE 1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 83, 120 FEET
 CT0662'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 83, 42 FEET NORTHWEST OF
 CT0662'THE WEST RAIL, 35 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 3
 CT0662'FEET NORTHEAST OF A FENCE CORNER, 3 FEET ABOVE THE LEVEL OF U.S.
 CT0662'HIGHWAY 83, 1 FOOT SOUTHEAST OF A FENCE, 1 FOOT HIGHER THAN THE LEVEL
 CT0662'OF THE RAILROAD, 2 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN,
 CT0662'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST 4 FEET IN THE GROUND AND
 CT0662'PROJECTING 6 INCHES ABOVE THE GROUND.
 CT0662
 CT0662                          STATION RECOVERY (1994)
 CT0662
 CT0662'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1691 ***********************************************************************
 CS1691  DESIGNATION -  A 1154
 CS1691  PID         -  CS1691
 CS1691  STATE/COUNTY-  TX/TARRANT
 CS1691  USGS QUAD   -  FORT WORTH (1981)
 CS1691
 CS1691                         *CURRENT SURVEY CONTROL
 CS1691  ___________________________________________________________________
 CS1691* NAD 83(1986)-  32 40 40.     (N)    097 19 37.     (W)     SCALED    
 CS1691* NAVD 88     -       213.913  (meters)     701.81   (feet)  ADJUSTED  
 CS1691  ___________________________________________________________________
 CS1691  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CS1691  DYNAMIC HT  -         213.661 (meters)     700.99  (feet)  COMP
 CS1691  MODELED GRAV-     979,455.5   (mgal)                       NAVD 88
 CS1691
 CS1691  VERT ORDER  -  FIRST     CLASS II
 CS1691
 CS1691.The horizontal coordinates were scaled from a topographic map and have
 CS1691.an estimated accuracy of +/- 6 seconds.
 CS1691
 CS1691.The orthometric height was determined by differential leveling
 CS1691.and adjusted by the National Geodetic Survey in June 1991..
 CS1691
 CS1691.The geoid height was determined by GEOID03.
 CS1691
 CS1691.The dynamic height is computed by dividing the NAVD 88
 CS1691.geopotential number by the normal gravity value computed on the
 CS1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1691.degrees latitude (g = 980.6199 gals.).
 CS1691
 CS1691.The modeled gravity was interpolated from observed gravity values.
 CS1691
 CS1691;                    North         East    Units  Estimated Accuracy
 CS1691;SPC TXNC     - 2,112,740.      710,010.      MT  (+/- 180 meters Scaled)
 CS1691
 CS1691                          SUPERSEDED SURVEY CONTROL
 CS1691
 CS1691  NGVD 29 (??/??/92)  213.912  (m)          701.81   (f) ADJ UNCH    1 2
 CS1691
 CS1691.Superseded values are not recommended for survey control.
 CS1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1691.See file dsdata.txt to determine how the superseded data were derived.
 CS1691
 CS1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB568168(NAD 83)
 CS1691_MARKER: DB = BENCH MARK DISK
 CS1691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1691_SP_SET: PILLAR
 CS1691_STAMPING: A 1154 1966
 CS1691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1691
 CS1691  HISTORY     - Date     Condition        Report By
 CS1691  HISTORY     - 1966     MONUMENTED       CGS
 CS1691  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1691  HISTORY     - 20051119 GOOD             USPSQD
 CS1691
 CS1691                          STATION DESCRIPTION
 CS1691
 CS1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1691'5.05 MI SE FROM FORT WORTH.
 CS1691'ABOUT 4.9 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 CS1691'FROM STATION AT FORT WORTH, THENCE 0.15 MILE SOUTHWEST ALONG A SPUR
 CS1691'TRACK INTO THE ARMY DEPOT TO THE FELIX ROAD OVERPASS, 30.3 FEET WEST
 CS1691'OF THE WEST RAIL OF THE SPUR TRACK, SET VERTICALLY IN THE EAST FACE OF
 CS1691'THE THIRD CONCRETE PILLAR NORTH OF THE WEST END OF THE OVERPASS, ABOUT
 CS1691'3 FEET ABOVE THE LEVEL OF THE TRACK.
 CS1691
 CS1691                          STATION RECOVERY (1996)
 CS1691
 CS1691'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1691'MARK NOT FOUND.
 CS1691
 CS1691                          STATION RECOVERY (2005)
 CS1691
 CS1691'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHB)
 CS1691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0397 ***********************************************************************
 DM0397  DESIGNATION -  A 1155
 DM0397  PID         -  DM0397
 DM0397  STATE/COUNTY-  TX/LAMAR
 DM0397  USGS QUAD   -  BLOSSOM (1964)
 DM0397
 DM0397                         *CURRENT SURVEY CONTROL
 DM0397  ___________________________________________________________________
 DM0397* NAD 83(1986)-  33 38 11.     (N)    095 27 25.     (W)     SCALED    
 DM0397* NAVD 88     -       161.206  (meters)     528.89   (feet)  ADJUSTED  
 DM0397  ___________________________________________________________________
 DM0397  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM0397  DYNAMIC HT  -         161.037 (meters)     528.34  (feet)  COMP
 DM0397  MODELED GRAV-     979,590.4   (mgal)                       NAVD 88
 DM0397
 DM0397  VERT ORDER  -  SECOND    CLASS 0
 DM0397
 DM0397.This mark is at Cox Fld (PRX) Airport (PRX)
 DM0397
 DM0397.The horizontal coordinates were scaled from a topographic map and have
 DM0397.an estimated accuracy of +/- 6 seconds.
 DM0397
 DM0397.The orthometric height was determined by differential leveling
 DM0397.and adjusted by the National Geodetic Survey in June 1991..
 DM0397
 DM0397.The geoid height was determined by GEOID03.
 DM0397
 DM0397.The dynamic height is computed by dividing the NAVD 88
 DM0397.geopotential number by the normal gravity value computed on the
 DM0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0397.degrees latitude (g = 980.6199 gals.).
 DM0397
 DM0397.The modeled gravity was interpolated from observed gravity values.
 DM0397
 DM0397;                    North         East    Units  Estimated Accuracy
 DM0397;SPC TXNC     - 2,222,520.      882,260.      MT  (+/- 180 meters Scaled)
 DM0397
 DM0397                          SUPERSEDED SURVEY CONTROL
 DM0397
 DM0397  NGVD 29 (??/??/92)  161.182  (m)          528.81   (f) ADJ UNCH    2 0
 DM0397
 DM0397.Superseded values are not recommended for survey control.
 DM0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0397.See file dsdata.txt to determine how the superseded data were derived.
 DM0397
 DM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT721245(NAD 83)
 DM0397_MARKER: DB = BENCH MARK DISK
 DM0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0397_SP_SET: BUILDING
 DM0397_STAMPING: A 1155 1965
 DM0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0397
 DM0397  HISTORY     - Date     Condition        Report By
 DM0397  HISTORY     - 1965     MONUMENTED       CGS
 DM0397  HISTORY     - 1981     GOOD             CGS
 DM0397  HISTORY     - 19950608 GOOD             USPSQD
 DM0397
 DM0397                          STATION DESCRIPTION
 DM0397
 DM0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DM0397'6.0 MI SE FROM PARIS.
 DM0397'LOCATED AT PARIS MUNI. AIRPORT (COX FIELD) IN THE NORTH WALL OF THE
 DM0397'TERMINAL BUILDING, SET VERTICALLY 1.65 FEET WEST OF THE NE CORNER OF
 DM0397'BLDG. AND 2.6 FEET ABOVE THE GROUND.  A STANDARD DISK STAMPED A 1155
 DM0397'1965
 DM0397
 DM0397                          STATION RECOVERY (1981)
 DM0397
 DM0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 DM0397'RECOVERED IN GOOD CONDITION.
 DM0397
 DM0397                          STATION RECOVERY (1995)
 DM0397
 DM0397'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0210 ***********************************************************************
 CU0210  DESIGNATION -  A 1157
 CU0210  PID         -  CU0210
 CU0210  STATE/COUNTY-  TX/TAYLOR
 CU0210  USGS QUAD   -  MERKEL WEST (1984)
 CU0210
 CU0210                         *CURRENT SURVEY CONTROL
 CU0210  ___________________________________________________________________
 CU0210* NAD 83(1986)-  32 27 32.     (N)    100 01 10.     (W)     SCALED    
 CU0210* NAVD 88     -       573.504  (meters)    1881.57   (feet)  ADJUSTED  
 CU0210  ___________________________________________________________________
 CU0210  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CU0210  DYNAMIC HT  -         572.758 (meters)    1879.12  (feet)  COMP
 CU0210  MODELED GRAV-     979,319.0   (mgal)                       NAVD 88
 CU0210
 CU0210  VERT ORDER  -  SECOND    CLASS 0
 CU0210
 CU0210.The horizontal coordinates were scaled from a topographic map and have
 CU0210.an estimated accuracy of +/- 6 seconds.
 CU0210
 CU0210.The orthometric height was determined by differential leveling
 CU0210.and adjusted by the National Geodetic Survey in June 1991..
 CU0210
 CU0210.The geoid height was determined by GEOID03.
 CU0210
 CU0210.The dynamic height is computed by dividing the NAVD 88
 CU0210.geopotential number by the normal gravity value computed on the
 CU0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0210.degrees latitude (g = 980.6199 gals.).
 CU0210
 CU0210.The modeled gravity was interpolated from observed gravity values.
 CU0210
 CU0210;                    North         East    Units  Estimated Accuracy
 CU0210;SPC TXNC     - 2,088,880.      457,160.      MT  (+/- 180 meters Scaled)
 CU0210
 CU0210                          SUPERSEDED SURVEY CONTROL
 CU0210
 CU0210  NGVD 29 (??/??/92)  573.321  (m)         1880.97   (f) ADJ UNCH    2 0
 CU0210
 CU0210.Superseded values are not recommended for survey control.
 CU0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0210.See file dsdata.txt to determine how the superseded data were derived.
 CU0210
 CU0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA041917(NAD 83)
 CU0210_MARKER: DB = BENCH MARK DISK
 CU0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0210_STAMPING: A 1157 1961
 CU0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0210+STABILITY: SURFACE MOTION
 CU0210
 CU0210  HISTORY     - Date     Condition        Report By
 CU0210  HISTORY     - 1961     MONUMENTED       CGS
 CU0210  HISTORY     - 1982     GOOD             NGS
 CU0210  HISTORY     - 19940804 GOOD             USPSQD
 CU0210  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0210  HISTORY     - 20011013 GOOD             USPSQD
 CU0210
 CU0210                          STATION DESCRIPTION
 CU0210
 CU0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0210'0.7 MI S FROM MERKEL.
 CU0210'0.7 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL, 64
 CU0210'FEET NORTHEAST OF A CROSSING, 37 FEET NORTH OF THE CENTER LINE OF A
 CU0210'GRAVEL STREET, 15 FEET EAST OF A REA CO-OP POWER POLE, 1 FOOT SOUTH OF
 CU0210'A FENCE, LEVEL WITH THE ROAD, 4 FEET WEST OF A METAL WITNESS POST WITH
 CU0210'SIGN, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE
 CU0210'GROUND AND PROJECTING 2 INCHES ABOVE THE GROUND.
 CU0210
 CU0210                          STATION RECOVERY (1982)
 CU0210
 CU0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0210'RECOVERED IN GOOD CONDITION.
 CU0210
 CU0210                          STATION RECOVERY (1994)
 CU0210
 CU0210'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0210'RECOVERED IN GOOD CONDITION.
 CU0210
 CU0210                          STATION RECOVERY (2001)
 CU0210
 CU0210'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0210'MARK NOT FOUND.
 CU0210
 CU0210                          STATION RECOVERY (2001)
 CU0210
 CU0210'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0253 ***********************************************************************
 CU0253  DESIGNATION -  A 1158
 CU0253  PID         -  CU0253
 CU0253  STATE/COUNTY-  TX/TAYLOR
 CU0253  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0253
 CU0253                         *CURRENT SURVEY CONTROL
 CU0253  ___________________________________________________________________
 CU0253* NAD 83(1986)-  32 17 02.     (N)    100 04 05.     (W)     SCALED    
 CU0253* NAVD 88     -       735.351  (meters)    2412.56   (feet)  ADJUSTED  
 CU0253  ___________________________________________________________________
 CU0253  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CU0253  DYNAMIC HT  -         734.367 (meters)    2409.34  (feet)  COMP
 CU0253  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 CU0253
 CU0253  VERT ORDER  -  SECOND    CLASS 0
 CU0253
 CU0253.The horizontal coordinates were scaled from a topographic map and have
 CU0253.an estimated accuracy of +/- 6 seconds.
 CU0253
 CU0253.The orthometric height was determined by differential leveling
 CU0253.and adjusted by the National Geodetic Survey in June 1991..
 CU0253
 CU0253.The geoid height was determined by GEOID03.
 CU0253
 CU0253.The dynamic height is computed by dividing the NAVD 88
 CU0253.geopotential number by the normal gravity value computed on the
 CU0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0253.degrees latitude (g = 980.6199 gals.).
 CU0253
 CU0253.The modeled gravity was interpolated from observed gravity values.
 CU0253
 CU0253;                    North         East    Units  Estimated Accuracy
 CU0253;SPC TXNC     - 2,069,550.      452,300.      MT  (+/- 180 meters Scaled)
 CU0253
 CU0253                          SUPERSEDED SURVEY CONTROL
 CU0253
 CU0253  NGVD 29 (??/??/92)  735.153  (m)         2411.91   (f) ADJ UNCH    2 0
 CU0253
 CU0253.Superseded values are not recommended for survey control.
 CU0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0253.See file dsdata.txt to determine how the superseded data were derived.
 CU0253
 CU0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA994724(NAD 83)
 CU0253_MARKER: DB = BENCH MARK DISK
 CU0253_SETTING: 80 = SET IN A BOULDER
 CU0253_SP_SET: BOULDER
 CU0253_STAMPING: A 1158 1961
 CU0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0253+STABILITY: SURFACE MOTION
 CU0253
 CU0253  HISTORY     - Date     Condition        Report By
 CU0253  HISTORY     - 1961     MONUMENTED       CGS
 CU0253  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0253
 CU0253                          STATION DESCRIPTION
 CU0253
 CU0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0253'15.1 MI SW FROM VIEW.
 CU0253'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0253'AT VIEW, THENCE 6.2 MILES NORTHWEST ALONG A GRAVEL ROAD, 48 FEET NORTH
 CU0253'OF THE CENTER OF THE ROAD, 24 FEET NORTH OF A FENCE, LEVEL WITH THE
 CU0253'ROAD, SET IN A DRILLHOLE IN AN OUTCROPPING BOULDER.
 CU0253
 CU0253                          STATION RECOVERY (1994)
 CU0253
 CU0253'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0254 ***********************************************************************
 CU0254  DESIGNATION -  A 1158 RESET 1965
 CU0254  PID         -  CU0254
 CU0254  STATE/COUNTY-  TX/TAYLOR
 CU0254  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0254
 CU0254                         *CURRENT SURVEY CONTROL
 CU0254  ___________________________________________________________________
 CU0254* NAD 83(1986)-  32 17 02.     (N)    100 04 04.     (W)     SCALED    
 CU0254* NAVD 88     -       735.36   (+/-2cm)    2412.6    (feet)  VERTCON   
 CU0254  ___________________________________________________________________
 CU0254  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CU0254
 CU0254  VERT ORDER  -  THIRD (See Below)
 CU0254
 CU0254.The horizontal coordinates were scaled from a topographic map and have
 CU0254.an estimated accuracy of +/- 6 seconds.
 CU0254
 CU0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0254.The vertical order pertains to the NGVD 29 superseded value.
 CU0254
 CU0254.The geoid height was determined by GEOID03.
 CU0254
 CU0254;                    North         East    Units  Estimated Accuracy
 CU0254;SPC TXNC     - 2,069,550.      452,330.      MT  (+/- 180 meters Scaled)
 CU0254
 CU0254                          SUPERSEDED SURVEY CONTROL
 CU0254
 CU0254  NGVD 29 (01/29/03)  735.16   (m)         2411.9    (f) RESET       3  
 CU0254
 CU0254.Superseded values are not recommended for survey control.
 CU0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0254.See file dsdata.txt to determine how the superseded data were derived.
 CU0254
 CU0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA994724(NAD 83)
 CU0254_MARKER: DB = BENCH MARK DISK
 CU0254_SETTING: 80 = SET IN A BOULDER
 CU0254_SP_SET: BOULDER
 CU0254_STAMPING: A 1158 RESET 1965
 CU0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0254+STABILITY: SURFACE MOTION
 CU0254
 CU0254  HISTORY     - Date     Condition        Report By
 CU0254  HISTORY     - 1965     MONUMENTED       CGS
 CU0254
 CU0254                          STATION DESCRIPTION
 CU0254
 CU0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CU0254'15.1 MI SW FROM VIEW.
 CU0254'ABOUT 18.3 MILES SOUTHWEST ALONG FARM ROAD 126 FROM THE JUNCTION OF
 CU0254'LOOP 39 AND FARM ROAD 126 IN MERKEL, THENCE 5.0 MILES EAST ALONG FARM
 CU0254'ROAD 2928 TO MARK.  OR 8.9 MILES SOUTHWEST ALONG U. S. HIGHWAY 277
 CU0254'FROM THE RAILROAD STATION AT VIEW, THENCE 6.2 MILES NORTHWEST ALONG A
 CU0254'GRAVELED ROAD TO MARK, 75 FEET NORTH OF THE CENTER LINE OF FARM ROAD
 CU0254'2928, 0.25 MILE EAST OF A CATTLE GUARD, 1 FOOT SOUTH OF A ROCK CAIRN,
 CU0254'AND IS ABOUT LEVEL WITH THE SUMMIT OF THE ROAD.  A STANDARD DISK
 CU0254'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOULDER WHICH PROJECTS
 CU0254'ABOUT 2 INCHES ABOVE GROUND AND IS ABOUT 6 FEET LONG AND 4 FEET WIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0601 ***********************************************************************
 CT0601  DESIGNATION -  A 1159
 CT0601  PID         -  CT0601
 CT0601  STATE/COUNTY-  TX/CALLAHAN
 CT0601  USGS QUAD   -  OPLIN (1987)
 CT0601
 CT0601                         *CURRENT SURVEY CONTROL
 CT0601  ___________________________________________________________________
 CT0601* NAD 83(1986)-  32 14 35.     (N)    099 32 18.     (W)     SCALED    
 CT0601* NAVD 88     -       583.231  (meters)    1913.48   (feet)  POSTED    
 CT0601  ___________________________________________________________________
 CT0601  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CT0601  DYNAMIC HT  -         582.460 (meters)    1910.95  (feet)  COMP
 CT0601  MODELED GRAV-     979,302.9   (mgal)                       NAVD 88
 CT0601
 CT0601  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0601
 CT0601.The horizontal coordinates were scaled from a topographic map and have
 CT0601.an estimated accuracy of +/- 6 seconds.
 CT0601
 CT0601.The orthometric height was determined by differential leveling
 CT0601.and adjusted by the National Geodetic Survey in 1992..
 CT0601.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0601.rate of 1.1 thru 2.0 mm/km.
 CT0601
 CT0601.The geoid height was determined by GEOID03.
 CT0601
 CT0601.The dynamic height is computed by dividing the NAVD 88
 CT0601.geopotential number by the normal gravity value computed on the
 CT0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0601.degrees latitude (g = 980.6199 gals.).
 CT0601
 CT0601.The modeled gravity was interpolated from observed gravity values.
 CT0601
 CT0601;                    North         East    Units  Estimated Accuracy
 CT0601;SPC TXNC     - 2,064,400.      502,150.      MT  (+/- 180 meters Scaled)
 CT0601
 CT0601                          SUPERSEDED SURVEY CONTROL
 CT0601
 CT0601  NGVD 29 (??/??/92)  583.072  (m)         1912.96   (f) ADJ UNCH    1 2
 CT0601
 CT0601.Superseded values are not recommended for survey control.
 CT0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0601.See file dsdata.txt to determine how the superseded data were derived.
 CT0601
 CT0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA492675(NAD 83)
 CT0601_MARKER: DB = BENCH MARK DISK
 CT0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0601_STAMPING: A 1159 1961
 CT0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0601+STABILITY: SURFACE MOTION
 CT0601
 CT0601  HISTORY     - Date     Condition        Report By
 CT0601  HISTORY     - 1961     MONUMENTED       CGS
 CT0601
 CT0601                          STATION DESCRIPTION
 CT0601
 CT0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0601'14.0 MI SW FROM CLYDE.
 CT0601'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0601'TO FARM ROAD 604, THENCE 13.8 MILES SOUTHWEST ALONG FARM ROAD 604, 40
 CT0601'FEET WEST OF THE CENTER LINE OF FARM ROAD 604, 22 FEET NORTH OF A
 CT0601'TELEPHONE POLE, 1.6 FEET EAST OF A FENCE, 1 FOOT BELOW THE LEVEL OF
 CT0601'THE ROAD, 4 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP
 CT0601'OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 1
 CT0601'INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2195 ***********************************************************************
 CS2195  DESIGNATION -  A 116
 CS2195  PID         -  CS2195
 CS2195  STATE/COUNTY-  TX/SOMERVELL
 CS2195  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS2195
 CS2195                         *CURRENT SURVEY CONTROL
 CS2195  ___________________________________________________________________
 CS2195* NAD 83(1986)-  32 09 37.     (N)    097 44 59.     (W)     SCALED    
 CS2195* NAVD 88     -       280.387  (meters)     919.90   (feet)  ADJUSTED  
 CS2195  ___________________________________________________________________
 CS2195  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS2195  DYNAMIC HT  -         280.040 (meters)     918.76  (feet)  COMP
 CS2195  MODELED GRAV-     979,394.5   (mgal)                       NAVD 88
 CS2195
 CS2195  VERT ORDER  -  SECOND    CLASS 0
 CS2195
 CS2195.The horizontal coordinates were scaled from a topographic map and have
 CS2195.an estimated accuracy of +/- 6 seconds.
 CS2195
 CS2195.The orthometric height was determined by differential leveling
 CS2195.and adjusted by the National Geodetic Survey in June 1991..
 CS2195
 CS2195.The geoid height was determined by GEOID03.
 CS2195
 CS2195.The dynamic height is computed by dividing the NAVD 88
 CS2195.geopotential number by the normal gravity value computed on the
 CS2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2195.degrees latitude (g = 980.6199 gals.).
 CS2195
 CS2195.The modeled gravity was interpolated from observed gravity values.
 CS2195
 CS2195;                    North         East    Units  Estimated Accuracy
 CS2195;SPC TXNC     - 2,054,990.      670,770.      MT  (+/- 180 meters Scaled)
 CS2195
 CS2195                          SUPERSEDED SURVEY CONTROL
 CS2195
 CS2195  NGVD 29 (??/??/92)  280.345  (m)          919.77   (f) ADJ UNCH    2 0
 CS2195
 CS2195.Superseded values are not recommended for survey control.
 CS2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2195.See file dsdata.txt to determine how the superseded data were derived.
 CS2195
 CS2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA178588(NAD 83)
 CS2195_MARKER: DB = BENCH MARK DISK
 CS2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2195_STAMPING: A-116 1933
 CS2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2195+STABILITY: SURFACE MOTION
 CS2195
 CS2195  HISTORY     - Date     Condition        Report By
 CS2195  HISTORY     - 1933     MONUMENTED       CGS
 CS2195  HISTORY     - 1952     MARK NOT FOUND   NGS
 CS2195  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2195  HISTORY     - 20010318 GOOD             USPSQD
 CS2195
 CS2195                          STATION DESCRIPTION
 CS2195
 CS2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS2195'5.3 MI S FROM GLEN ROSE.
 CS2195'ALONG GLEN ROSE-WALNUT SPRINGS ROAD 0.98 MILES NORTH OF
 CS2195'SOMERVELL-BOSQUE COUNTY LINE AND 70 FEET WEST OF THE CENTERLINE OF THE
 CS2195'HIGHWAY IN LINE OF POWER POLES AT SOUTH END OF ROCK CUT ON FIRST
 CS2195'SUMMIT SOUTH OF ROAD TO EAST.  AT POWER POLE 9/5.
 CS2195
 CS2195                          STATION RECOVERY (1952)
 CS2195
 CS2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS2195'MARK NOT FOUND.
 CS2195
 CS2195                          STATION RECOVERY (1999)
 CS2195
 CS2195'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2195'MARK NOT FOUND.
 CS2195
 CS2195                          STATION RECOVERY (2001)
 CS2195
 CS2195'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3397 ***********************************************************************
 CS3397  DESIGNATION -  A 116 RESET
 CS3397  PID         -  CS3397
 CS3397  STATE/COUNTY-  TX/SOMERVELL
 CS3397  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS3397
 CS3397                         *CURRENT SURVEY CONTROL
 CS3397  ___________________________________________________________________
 CS3397* NAD 83(1986)-  32 09 37.     (N)    097 44 59.     (W)     SCALED    
 CS3397* NAVD 88     -       280.82   (meters)     921.3    (feet)  RESET     
 CS3397  ___________________________________________________________________
 CS3397  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS3397
 CS3397  VERT ORDER  -  THIRD
 CS3397
 CS3397.The horizontal coordinates were scaled from a topographic map and have
 CS3397.an estimated accuracy of +/- 6 seconds.
 CS3397
 CS3397.The orthometric height was computed from unverified reset data.
 CS3397.No vertical observational check was made to the station.
 CS3397
 CS3397.The geoid height was determined by GEOID03.
 CS3397
 CS3397;                    North         East    Units  Estimated Accuracy
 CS3397;SPC TXNC     - 2,054,990.      670,770.      MT  (+/- 180 meters Scaled)
 CS3397
 CS3397                          SUPERSEDED SURVEY CONTROL
 CS3397
 CS3397  NGVD 29 (01/29/03)  280.77   (m)          921.2    (f) RESET       3  
 CS3397
 CS3397.Superseded values are not recommended for survey control.
 CS3397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3397.See file dsdata.txt to determine how the superseded data were derived.
 CS3397
 CS3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA178588(NAD 83)
 CS3397_MARKER: DB = BENCH MARK DISK
 CS3397_SETTING: 66 = SET IN ROCK OUTCROP
 CS3397_SP_SET: ROCK OUTCROP
 CS3397_STAMPING: A 116 RESET 1982
 CS3397_MARK LOGO: NGS   
 CS3397_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS3397+STABILITY: POSITION/ELEVATION WELL
 CS3397
 CS3397  HISTORY     - Date     Condition        Report By
 CS3397  HISTORY     - 1982     MONUMENTED       NGS
 CS3397  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS3397  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 CS3397
 CS3397                          STATION DESCRIPTION
 CS3397
 CS3397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CS3397'5.3 MI (8.5 KM) FROM THE NORTH END OF THE PALUXY CREEK BRIDGE IN GLEN
 CS3397'ROSE ALONG THE WEST SIDE OF STATE HIGHWAY 144,
 CS3397'8.8 FT (2.7 M) EAST OF A FENCE, 40.4 FT (12.3 M) WEST OF THE
 CS3397'CENTER LINE OF THE HIGHWAY AND 41.0 FT (12.5 M) NORTHEAST OF POWER
 CS3397'POLE 76.
 CS3397
 CS3397                          STATION RECOVERY (1999)
 CS3397
 CS3397'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3397'MARK NOT FOUND.
 CS3397
 CS3397                          STATION RECOVERY (2001)
 CS3397
 CS3397'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS3397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0655 ***********************************************************************
 CA0655  DESIGNATION -  A 1160
 CA0655  PID         -  CA0655
 CA0655  STATE/COUNTY-  TX/RUNNELS
 CA0655  USGS QUAD   -  WINTERS (1987)
 CA0655
 CA0655                         *CURRENT SURVEY CONTROL
 CA0655  ___________________________________________________________________
 CA0655* NAD 83(1986)-  31 58 05.     (N)    099 56 55.     (W)     SCALED    
 CA0655* NAVD 88     -       555.175  (meters)    1821.44   (feet)  ADJUSTED  
 CA0655  ___________________________________________________________________
 CA0655  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CA0655  DYNAMIC HT  -         554.450 (meters)    1819.06  (feet)  COMP
 CA0655  MODELED GRAV-     979,315.3   (mgal)                       NAVD 88
 CA0655
 CA0655  VERT ORDER  -  SECOND    CLASS 0
 CA0655
 CA0655.The horizontal coordinates were scaled from a topographic map and have
 CA0655.an estimated accuracy of +/- 6 seconds.
 CA0655
 CA0655.The orthometric height was determined by differential leveling
 CA0655.and adjusted by the National Geodetic Survey in June 1991..
 CA0655
 CA0655.The geoid height was determined by GEOID03.
 CA0655
 CA0655.The dynamic height is computed by dividing the NAVD 88
 CA0655.geopotential number by the normal gravity value computed on the
 CA0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0655.degrees latitude (g = 980.6199 gals.).
 CA0655
 CA0655.The modeled gravity was interpolated from observed gravity values.
 CA0655
 CA0655;                    North         East    Units  Estimated Accuracy
 CA0655;SPC TX C     - 3,255,200.      736,370.      MT  (+/- 180 meters Scaled)
 CA0655
 CA0655                          SUPERSEDED SURVEY CONTROL
 CA0655
 CA0655  NGVD 29 (??/??/92)  555.062  (m)         1821.07   (f) ADJ UNCH    2 0
 CA0655
 CA0655.Superseded values are not recommended for survey control.
 CA0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0655.See file dsdata.txt to determine how the superseded data were derived.
 CA0655
 CA0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA103372(NAD 83)
 CA0655_MARKER: DB = BENCH MARK DISK
 CA0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0655_STAMPING: A 1160 1961
 CA0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0655+STABILITY: SURFACE MOTION
 CA0655
 CA0655  HISTORY     - Date     Condition        Report By
 CA0655  HISTORY     - 1961     MONUMENTED       CGS
 CA0655
 CA0655                          STATION DESCRIPTION
 CA0655
 CA0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CA0655'1.7 MI NE FROM WINTERS.
 CA0655'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CA0655'THENCE 0.8 MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 0.8 MILE EAST
 CA0655'ALONG FARM ROAD 1770, 44 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 3.1
 CA0655'FEET EAST OF A POWER POLE, 2 FEET WEST OF A METAL WITNESS POST WITH
 CA0655'SIGN, 1.6 FEET NORTH OF A FENCE, LEVEL WITH THE HIGHWAY, SET IN TOP OF
 CA0655'A CYLINDRICAL CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1299 ***********************************************************************
 BY1299  DESIGNATION -  A 1161
 BY1299  PID         -  BY1299
 BY1299  STATE/COUNTY-  TX/CHEROKEE
 BY1299  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1299
 BY1299                         *CURRENT SURVEY CONTROL
 BY1299  ___________________________________________________________________
 BY1299* NAD 83(1986)-  31 58 27.     (N)    095 17 03.     (W)     SCALED    
 BY1299* NAVD 88     -       182.373  (meters)     598.34   (feet)  ADJUSTED  
 BY1299  ___________________________________________________________________
 BY1299  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1299  DYNAMIC HT  -         182.153 (meters)     597.61  (feet)  COMP
 BY1299  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 BY1299
 BY1299  VERT ORDER  -  FIRST     CLASS II
 BY1299
 BY1299.The horizontal coordinates were scaled from a topographic map and have
 BY1299.an estimated accuracy of +/- 6 seconds.
 BY1299
 BY1299.The orthometric height was determined by differential leveling
 BY1299.and adjusted by the National Geodetic Survey in June 1991..
 BY1299
 BY1299.The geoid height was determined by GEOID03.
 BY1299
 BY1299.The dynamic height is computed by dividing the NAVD 88
 BY1299.geopotential number by the normal gravity value computed on the
 BY1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1299.degrees latitude (g = 980.6199 gals.).
 BY1299
 BY1299.The modeled gravity was interpolated from observed gravity values.
 BY1299
 BY1299;                    North         East    Units  Estimated Accuracy
 BY1299;SPC TX C     - 3,266,640.    1,177,090.      MT  (+/- 180 meters Scaled)
 BY1299
 BY1299                          SUPERSEDED SURVEY CONTROL
 BY1299
 BY1299  NGVD 29 (??/??/92)  182.396  (m)          598.41   (f) ADJ UNCH    1 2
 BY1299
 BY1299.Superseded values are not recommended for survey control.
 BY1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1299.See file dsdata.txt to determine how the superseded data were derived.
 BY1299
 BY1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR841398(NAD 83)
 BY1299_MARKER: DB = BENCH MARK DISK
 BY1299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1299_SP_SET: ABUTMENT
 BY1299_STAMPING: A 1161 1959
 BY1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1299
 BY1299  HISTORY     - Date     Condition        Report By
 BY1299  HISTORY     - 1959     MONUMENTED       CGS
 BY1299  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 BY1299  HISTORY     - 20040606 POOR             USPSQD
 BY1299
 BY1299                          STATION DESCRIPTION
 BY1299
 BY1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BY1299'1.4 MI N FROM JACKSONVILLE.
 BY1299'ABOUT 0.2 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1299'STATION AT JACKSONVILLE, THENCE ABOUT 1.2 MILES NORTH ALONG THE ST.
 BY1299'LOUIS SOUTHWESTERN RAILWAY, AT THE U. S. HIGHWAY 175 UNDERPASS, 7 1/2
 BY1299'FEET EAST OF THE EAST RAIL, IN THE TOP OF THE EAST END OF THE NORTH
 BY1299'CONCRETE ABUTMENT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 BY1299
 BY1299                          STATION RECOVERY (1991)
 BY1299
 BY1299'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY1299'MARK NOT FOUND.
 BY1299
 BY1299                          STATION RECOVERY (2004)
 BY1299
 BY1299'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1299'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0409 ***********************************************************************
 CR0409  DESIGNATION -  A 1162
 CR0409  PID         -  CR0409
 CR0409  STATE/COUNTY-  TX/SMITH
 CR0409  USGS QUAD   -  TYLER SOUTH (1973)
 CR0409
 CR0409                         *CURRENT SURVEY CONTROL
 CR0409  ___________________________________________________________________
 CR0409* NAD 83(1986)-  32 16 37.     (N)    095 20 09.     (W)     SCALED    
 CR0409* NAVD 88     -       149.825  (meters)     491.55   (feet)  ADJUSTED  
 CR0409  ___________________________________________________________________
 CR0409  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0409  DYNAMIC HT  -         149.648 (meters)     490.97  (feet)  COMP
 CR0409  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 CR0409
 CR0409  VERT ORDER  -  FIRST     CLASS II
 CR0409
 CR0409.The horizontal coordinates were scaled from a topographic map and have
 CR0409.an estimated accuracy of +/- 6 seconds.
 CR0409
 CR0409.The orthometric height was determined by differential leveling
 CR0409.and adjusted by the National Geodetic Survey in June 1991..
 CR0409
 CR0409.The geoid height was determined by GEOID03.
 CR0409
 CR0409.The dynamic height is computed by dividing the NAVD 88
 CR0409.geopotential number by the normal gravity value computed on the
 CR0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0409.degrees latitude (g = 980.6199 gals.).
 CR0409
 CR0409.The modeled gravity was interpolated from observed gravity values.
 CR0409
 CR0409;                    North         East    Units  Estimated Accuracy
 CR0409;SPC TXNC     - 2,072,160.      898,030.      MT  (+/- 180 meters Scaled)
 CR0409
 CR0409                          SUPERSEDED SURVEY CONTROL
 CR0409
 CR0409  NGVD 29 (??/??/92)  149.856  (m)          491.65   (f) ADJ UNCH    1 2
 CR0409
 CR0409.Superseded values are not recommended for survey control.
 CR0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0409.See file dsdata.txt to determine how the superseded data were derived.
 CR0409
 CR0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR800735(NAD 83)
 CR0409_MARKER: DB = BENCH MARK DISK
 CR0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0409_STAMPING: A 1162 1959
 CR0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0409+STABILITY: SURFACE MOTION
 CR0409
 CR0409  HISTORY     - Date     Condition        Report By
 CR0409  HISTORY     - 1959     MONUMENTED       CGS
 CR0409  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0409  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0409
 CR0409                          STATION DESCRIPTION
 CR0409
 CR0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0409'6.85 MI S FROM TYLER.
 CR0409'ABOUT 1.9 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0409'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, THENCE ABOUT 4.95
 CR0409'MILES SOUTH ALONG A BRANCH LINE OF THE ST. LOUIS SOUTHWESTERN RAILWAY,
 CR0409'5 FEET EAST OF THE 4TH POLE NORTH OF MILEPOST 553, 23 1/2 FEET EAST OF
 CR0409'THE EAST RAIL, 57 FEET WEST OF THE CENTER LINE OF FARM ROAD 2493, 1.5
 CR0409'FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CR0409'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES. NOTE--
 CR0409'TREE MARK ABA IS 33 1/2 FEET SOUTHEAST OF THIS BENCH MARK.
 CR0409
 CR0409                          STATION RECOVERY (1991)
 CR0409
 CR0409'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 CR0409'MARK NOT FOUND.
 CR0409
 CR0409                          STATION RECOVERY (1996)
 CR0409
 CR0409'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0800 ***********************************************************************
 CR0800  DESIGNATION -  A 1163
 CR0800  PID         -  CR0800
 CR0800  STATE/COUNTY-  TX/WOOD
 CR0800  USGS QUAD   -  GOLDEN (1981)
 CR0800
 CR0800                         *CURRENT SURVEY CONTROL
 CR0800  ___________________________________________________________________
 CR0800* NAD 83(1986)-  32 40 19.     (N)    095 31 58.     (W)     SCALED    
 CR0800* NAVD 88     -       116.674  (meters)     382.79   (feet)  ADJUSTED  
 CR0800  ___________________________________________________________________
 CR0800  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CR0800  DYNAMIC HT  -         116.541 (meters)     382.35  (feet)  COMP
 CR0800  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 CR0800
 CR0800  VERT ORDER  -  FIRST     CLASS II
 CR0800
 CR0800.The horizontal coordinates were scaled from a topographic map and have
 CR0800.an estimated accuracy of +/- 6 seconds.
 CR0800
 CR0800.The orthometric height was determined by differential leveling
 CR0800.and adjusted by the National Geodetic Survey in June 1991..
 CR0800
 CR0800.The geoid height was determined by GEOID03.
 CR0800
 CR0800.The dynamic height is computed by dividing the NAVD 88
 CR0800.geopotential number by the normal gravity value computed on the
 CR0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0800.degrees latitude (g = 980.6199 gals.).
 CR0800
 CR0800.The modeled gravity was interpolated from observed gravity values.
 CR0800
 CR0800;                    North         East    Units  Estimated Accuracy
 CR0800;SPC TXNC     - 2,115,410.      878,250.      MT  (+/- 180 meters Scaled)
 CR0800
 CR0800                          SUPERSEDED SURVEY CONTROL
 CR0800
 CR0800  NGVD 29 (??/??/92)  116.699  (m)          382.87   (f) ADJ UNCH    1 2
 CR0800
 CR0800.Superseded values are not recommended for survey control.
 CR0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0800.See file dsdata.txt to determine how the superseded data were derived.
 CR0800
 CR0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS624177(NAD 83)
 CR0800_MARKER: DB = BENCH MARK DISK
 CR0800_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CR0800_SP_SET: 53 FT
 CR0800_STAMPING: A 1163 1959
 CR0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0800
 CR0800  HISTORY     - Date     Condition        Report By
 CR0800  HISTORY     - 1959     MONUMENTED       CGS
 CR0800  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0800
 CR0800                          STATION DESCRIPTION
 CR0800
 CR0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0800'2.8 MI W FROM MINEOLA.
 CR0800'ABOUT 2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0800'STATION AT MINEOLA, 164 FEET SOUTHEAST OF THE CENTER LINE OF A GRADED
 CR0800'DIRT ROAD, 58 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 CR0800'TRACK, 45 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK, 15
 CR0800'1/2 FEET NORTHEAST OF A BRACED TELEPHONE POLE, ABOUT 3 FEET BELOW THE
 CR0800'LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 CR0800'WHICH IS DRIVEN TO A DEPTH OF 53 FEET AND IS ENCASED IN A 6-INCH TILE
 CR0800'PROJECTING 8 INCHES.
 CR0800
 CR0800                          STATION RECOVERY (1995)
 CR0800
 CR0800'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0076 ***********************************************************************
 DN0076  DESIGNATION -  A 1164
 DN0076  PID         -  DN0076
 DN0076  STATE/COUNTY-  TX/HUNT
 DN0076  USGS QUAD   -  GREENVILLE SE (1962)
 DN0076
 DN0076                         *CURRENT SURVEY CONTROL
 DN0076  ___________________________________________________________________
 DN0076* NAD 83(1986)-  33 04 30.     (N)    096 02 02.     (W)     SCALED    
 DN0076* NAVD 88     -       153.851  (meters)     504.76   (feet)  ADJUSTED  
 DN0076  ___________________________________________________________________
 DN0076  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN0076  DYNAMIC HT  -         153.682 (meters)     504.20  (feet)  COMP
 DN0076  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 DN0076
 DN0076  VERT ORDER  -  FIRST     CLASS II
 DN0076
 DN0076.The horizontal coordinates were scaled from a topographic map and have
 DN0076.an estimated accuracy of +/- 6 seconds.
 DN0076
 DN0076.The orthometric height was determined by differential leveling
 DN0076.and adjusted by the National Geodetic Survey in June 1991..
 DN0076
 DN0076.The geoid height was determined by GEOID03.
 DN0076
 DN0076.The dynamic height is computed by dividing the NAVD 88
 DN0076.geopotential number by the normal gravity value computed on the
 DN0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0076.degrees latitude (g = 980.6199 gals.).
 DN0076
 DN0076.The modeled gravity was interpolated from observed gravity values.
 DN0076
 DN0076;                    North         East    Units  Estimated Accuracy
 DN0076;SPC TXNC     - 2,158,870.      830,220.      MT  (+/- 180 meters Scaled)
 DN0076
 DN0076                          SUPERSEDED SURVEY CONTROL
 DN0076
 DN0076  NGVD 29 (??/??/92)  153.844  (m)          504.74   (f) ADJ UNCH    1 2
 DN0076
 DN0076.Superseded values are not recommended for survey control.
 DN0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0076.See file dsdata.txt to determine how the superseded data were derived.
 DN0076
 DN0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB768635(NAD 83)
 DN0076_MARKER: DB = BENCH MARK DISK
 DN0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0076_STAMPING: A 1164 1959
 DN0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0076+STABILITY: SURFACE MOTION
 DN0076
 DN0076  HISTORY     - Date     Condition        Report By
 DN0076  HISTORY     - 1959     MONUMENTED       CGS
 DN0076  HISTORY     - 19940421 GOOD             USPSQD
 DN0076
 DN0076                          STATION DESCRIPTION
 DN0076
 DN0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0076'6.85 MI SE FROM GREENVILLE.
 DN0076'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0076'FROM THE STATION AT GREENVILLE, THENCE ABOUT 5.35 MILES SOUTHEAST
 DN0076'ALONG U. S. HIGHWAY 69, AT THE INTERSECTION OF A DIRT ROAD, 98 FEET
 DN0076'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 102 FEET SOUTHEAST OF THE
 DN0076'CENTER LINE OF THE DIRT ROAD, 53 1/2 FEET WEST OF A FENCE CORNER AND A
 DN0076'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST, 39 1/2 FEET WEST-SOUTHWEST
 DN0076'OF A POWER POLE, 1 FOOT NORTH OF A FENCE, 1.0 FOOT EAST OF A METAL
 DN0076'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 DN0076'CONCRETE POST PROJECTING 2 INCHES.
 DN0076
 DN0076                          STATION RECOVERY (1994)
 DN0076
 DN0076'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0786 ***********************************************************************
 BL0786  DESIGNATION -  A 1165
 BL0786  PID         -  BL0786
 BL0786  STATE/COUNTY-  TX/TRINITY
 BL0786  USGS QUAD   -  RIVERSIDE (1997)
 BL0786
 BL0786                         *CURRENT SURVEY CONTROL
 BL0786  ___________________________________________________________________
 BL0786* NAD 83(1986)-  30 52 30.     (N)    095 23 02.     (W)     SCALED    
 BL0786* NAVD 88     -        43.808  (meters)     143.73   (feet)  ADJUSTED  
 BL0786  ___________________________________________________________________
 BL0786  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL0786  DYNAMIC HT  -          43.752 (meters)     143.54  (feet)  COMP
 BL0786  MODELED GRAV-     979,357.6   (mgal)                       NAVD 88
 BL0786
 BL0786  VERT ORDER  -  FIRST     CLASS II
 BL0786
 BL0786.The horizontal coordinates were scaled from a topographic map and have
 BL0786.an estimated accuracy of +/- 6 seconds.
 BL0786
 BL0786.The orthometric height was determined by differential leveling
 BL0786.and adjusted by the National Geodetic Survey in June 1991..
 BL0786
 BL0786.The geoid height was determined by GEOID03.
 BL0786
 BL0786.The dynamic height is computed by dividing the NAVD 88
 BL0786.geopotential number by the normal gravity value computed on the
 BL0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0786.degrees latitude (g = 980.6199 gals.).
 BL0786
 BL0786.The modeled gravity was interpolated from observed gravity values.
 BL0786
 BL0786;                    North         East    Units  Estimated Accuracy
 BL0786;SPC TX C     - 3,144,480.    1,173,100.      MT  (+/- 180 meters Scaled)
 BL0786
 BL0786                          SUPERSEDED SURVEY CONTROL
 BL0786
 BL0786  NGVD 29 (??/??/92)   43.802  (m)          143.71   (f) ADJ UNCH    1 2
 BL0786
 BL0786.Superseded values are not recommended for survey control.
 BL0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0786.See file dsdata.txt to determine how the superseded data were derived.
 BL0786
 BL0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ720181(NAD 83)
 BL0786_MARKER: DB = BENCH MARK DISK
 BL0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0786_STAMPING: A 1165 1959
 BL0786_PROJECTION: PROJECTING 5 CENTIMETERS
 BL0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0786+STABILITY: SURFACE MOTION
 BL0786
 BL0786  HISTORY     - Date     Condition        Report By
 BL0786  HISTORY     - 1959     MONUMENTED       CGS
 BL0786  HISTORY     - 1960     GOOD             NGS
 BL0786  HISTORY     - 1980     GOOD             NGS
 BL0786
 BL0786                          STATION DESCRIPTION
 BL0786
 BL0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0786'1.8 MI N FROM RIVERSIDE.
 BL0786'ABOUT 1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0786'STATION AT RIVERSIDE, 5 1/2 POLES NORTHEAST OF MILEPOST 70, 46 1/2
 BL0786'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 0.15 MILE
 BL0786'NORTHEAST OF THE NORTHEAST END OF A TRESTLE.  5 1/2 RAILS SOUTHWEST OF
 BL0786'A ROAD CROSSING, 16 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF A
 BL0786'SIDETRACK, 101 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 45,
 BL0786'71 FEET EAST OF A 15-INCH OAK TREE, 1 1/2 FEET NORTHWEST OF A FENCE, 1
 BL0786'1/2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BL0786'HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS AND IN THE TOP OF
 BL0786'A CONCRETE POST PROJECTING 6 INCHES.
 BL0786
 BL0786                          STATION RECOVERY (1980)
 BL0786
 BL0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0786'3.2 KM. (2.0 MI.) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BL0786'FARM ROAD 980 IN RIVERSIDE, ABOUT 55 M. (180 FT.) SOUTHWEST OF A ROAD
 BL0786'WHICH CROSSES OVER THE MISSOURI PACIFIC RAILROAD, 30.8 M. (101 FT.)
 BL0786'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.2 M. (46.6 FT.)
 BL0786'NORTHWEST OF THE NORTHWEST RAIL, 19.4 M. (63.6 FT.) NORTHEAST OF A
 BL0786'POWERLINE POLE.
 BL0786'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BL0786'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2101 ***********************************************************************
 BY2101  DESIGNATION -  A 1166
 BY2101  PID         -  BY2101
 BY2101  STATE/COUNTY-  TX/ANDERSON
 BY2101  USGS QUAD   -  SOUTHEAST PALESTINE (1982)
 BY2101
 BY2101                         *CURRENT SURVEY CONTROL
 BY2101  ___________________________________________________________________
 BY2101* NAD 83(1986)-  31 42 04.     (N)    095 37 16.     (W)     SCALED    
 BY2101* NAVD 88     -       107.83   (+/-2cm)     353.8    (feet)  VERTCON   
 BY2101  ___________________________________________________________________
 BY2101  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BY2101
 BY2101  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2101
 BY2101.The horizontal coordinates were scaled from a topographic map and have
 BY2101.an estimated accuracy of +/- 6 seconds.
 BY2101
 BY2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2101.The vertical order pertains to the NGVD 29 superseded value.
 BY2101
 BY2101.The geoid height was determined by GEOID03.
 BY2101
 BY2101;                    North         East    Units  Estimated Accuracy
 BY2101;SPC TX C     - 3,235,000.    1,146,560.      MT  (+/- 180 meters Scaled)
 BY2101
 BY2101                          SUPERSEDED SURVEY CONTROL
 BY2101
 BY2101  NGVD 29 (??/??/92)  107.803  (m)          353.68   (f) ADJ UNCH    1 2
 BY2101
 BY2101.Superseded values are not recommended for survey control.
 BY2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2101.See file dsdata.txt to determine how the superseded data were derived.
 BY2101
 BY2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR515102(NAD 83)
 BY2101_MARKER: DB = BENCH MARK DISK
 BY2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2101_STAMPING: A 1166 1960
 BY2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2101+STABILITY: SURFACE MOTION
 BY2101
 BY2101  HISTORY     - Date     Condition        Report By
 BY2101  HISTORY     - 1960     MONUMENTED       CGS
 BY2101
 BY2101                          STATION DESCRIPTION
 BY2101
 BY2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY2101'6.1 MI S FROM PALESTINE.
 BY2101'ABOUT 6.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2101'STATION AT PALESTINE, 48 FEET NORTHWEST OF THE FIRST TELEPHONE POLE
 BY2101'SOUTHWEST OF MILEPOST 5, 68 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 BY2101'TRESTLE NO. 5.0, 71 FEET NORTHWEST OF THE NORTHWEST RAIL, 8.0 FEET
 BY2101'SOUTHEAST OF A FENCE, 22 1/2 FEET SOUTH-SOUTHWEST OF TWO 6-INCH
 BY2101'HACKBERRY TREES, 16 FEET SOUTHEAST OF THE CENTER LINE OF A STOCK LANE,
 BY2101'1 1/2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW
 BY2101'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BY2101'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0071 ***********************************************************************
 DO0071  DESIGNATION -  A 1167
 DO0071  PID         -  DO0071
 DO0071  STATE/COUNTY-  TX/CLAY
 DO0071  USGS QUAD   -  VASHTI (1963)
 DO0071
 DO0071                         *CURRENT SURVEY CONTROL
 DO0071  ___________________________________________________________________
 DO0071* NAD 83(1986)-  33 33 46.     (N)    098 01 42.     (W)     SCALED    
 DO0071* NAVD 88     -       334.707  (meters)    1098.12   (feet)  ADJUSTED  
 DO0071  ___________________________________________________________________
 DO0071  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DO0071  DYNAMIC HT  -         334.333 (meters)    1096.89  (feet)  COMP
 DO0071  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 DO0071
 DO0071  VERT ORDER  -  SECOND    CLASS 0
 DO0071
 DO0071.The horizontal coordinates were scaled from a topographic map and have
 DO0071.an estimated accuracy of +/- 6 seconds.
 DO0071
 DO0071.The orthometric height was determined by differential leveling
 DO0071.and adjusted by the National Geodetic Survey in June 1991..
 DO0071
 DO0071.The geoid height was determined by GEOID03.
 DO0071
 DO0071.The dynamic height is computed by dividing the NAVD 88
 DO0071.geopotential number by the normal gravity value computed on the
 DO0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0071.degrees latitude (g = 980.6199 gals.).
 DO0071
 DO0071.The modeled gravity was interpolated from observed gravity values.
 DO0071
 DO0071;                    North         East    Units  Estimated Accuracy
 DO0071;SPC TXNC     - 2,210,360.      643,790.      MT  (+/- 180 meters Scaled)
 DO0071
 DO0071                          SUPERSEDED SURVEY CONTROL
 DO0071
 DO0071  NGVD 29 (??/??/92)  334.773  (m)         1098.33   (f) ADJ UNCH    2 0
 DO0071
 DO0071.Superseded values are not recommended for survey control.
 DO0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0071.See file dsdata.txt to determine how the superseded data were derived.
 DO0071
 DO0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC901141(NAD 83)
 DO0071_MARKER: DB = BENCH MARK DISK
 DO0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0071_STAMPING: A 1167 1961
 DO0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0071+STABILITY: SURFACE MOTION
 DO0071
 DO0071  HISTORY     - Date     Condition        Report By
 DO0071  HISTORY     - 1961     MONUMENTED       CGS
 DO0071
 DO0071                          STATION DESCRIPTION
 DO0071
 DO0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0071'0.85 MI NE FROM VASHTI.
 DO0071'ABOUT 0.3 MILE EAST ALONG FARM ROADS 174 AND 1288 FROM THE METHODIST
 DO0071'CHURCH AT VASHTI, THENCE 0.55 MILE NORTH ALONG FARM ROAD 1288, AT A
 DO0071'POWER LINE CROSSING OVER THE ROAD AND MR. W. E. HUNTS PROPERTY, 55
 DO0071'FEET EAST OF THE CENTER LINE OF THE ROAD, 238 FEET SOUTH OF THE
 DO0071'SOUTHWEST CORNER OF HUNTS HOUSE, 21 FEET EAST OF A FENCE, BETWEEN 2
 DO0071'POWER POLES, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DO0071'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0225 ***********************************************************************
 DO0225  DESIGNATION -  A 1168
 DO0225  PID         -  DO0225
 DO0225  STATE/COUNTY-  TX/JACK
 DO0225  USGS QUAD   -  POSTOAK (1979)
 DO0225
 DO0225                         *CURRENT SURVEY CONTROL
 DO0225  ___________________________________________________________________
 DO0225* NAD 83(1986)-  33 24 06.     (N)    098 11 55.     (W)     SCALED    
 DO0225* NAVD 88     -       287.960  (meters)     944.75   (feet)  ADJUSTED  
 DO0225  ___________________________________________________________________
 DO0225  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DO0225  DYNAMIC HT  -         287.636 (meters)     943.69  (feet)  COMP
 DO0225  MODELED GRAV-     979,503.8   (mgal)                       NAVD 88
 DO0225
 DO0225  VERT ORDER  -  SECOND    CLASS 0
 DO0225
 DO0225.The horizontal coordinates were scaled from a topographic map and have
 DO0225.an estimated accuracy of +/- 6 seconds.
 DO0225
 DO0225.The orthometric height was determined by differential leveling
 DO0225.and adjusted by the National Geodetic Survey in June 1991..
 DO0225
 DO0225.The geoid height was determined by GEOID03.
 DO0225
 DO0225.The dynamic height is computed by dividing the NAVD 88
 DO0225.geopotential number by the normal gravity value computed on the
 DO0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0225.degrees latitude (g = 980.6199 gals.).
 DO0225
 DO0225.The modeled gravity was interpolated from observed gravity values.
 DO0225
 DO0225;                    North         East    Units  Estimated Accuracy
 DO0225;SPC TXNC     - 2,192,440.      628,030.      MT  (+/- 180 meters Scaled)
 DO0225
 DO0225                          SUPERSEDED SURVEY CONTROL
 DO0225
 DO0225  NGVD 29 (??/??/92)  288.046  (m)          945.03   (f) ADJ UNCH    2 0
 DO0225
 DO0225.Superseded values are not recommended for survey control.
 DO0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0225.See file dsdata.txt to determine how the superseded data were derived.
 DO0225
 DO0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB745961(NAD 83)
 DO0225_MARKER: DB = BENCH MARK DISK
 DO0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0225_SP_SET: CULVERT
 DO0225_STAMPING: A 1168 1961
 DO0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0225
 DO0225  HISTORY     - Date     Condition        Report By
 DO0225  HISTORY     - 1961     MONUMENTED       CGS
 DO0225  HISTORY     - 1984     GOOD             NGS
 DO0225  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0225
 DO0225                          STATION DESCRIPTION
 DO0225
 DO0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0225'13.5 MI N FROM JACKSBORO.
 DO0225'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0225'199 AND 148 FROM THE COURTHOUSE AT JACKSBORO, THENCE 12.8 MILES NORTH
 DO0225'ALONG STATE HIGHWAY 148, 22 FEET WEST OF THE CENTER LINE OF THE
 DO0225'HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A 3
 DO0225'CHANNEL CONCRETE CULVERT, AND ABOUT LEVEL WITH THE HIGHWAY.
 DO0225
 DO0225                          STATION RECOVERY (1984)
 DO0225
 DO0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0225'RECOVERED IN GOOD CONDITION.
 DO0225
 DO0225                          STATION RECOVERY (2005)
 DO0225
 DO0225'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0332 ***********************************************************************
 DO0332  DESIGNATION -  A 1169
 DO0332  PID         -  DO0332
 DO0332  STATE/COUNTY-  TX/ARCHER
 DO0332  USGS QUAD   -  ARCHER CITY WEST (1964)
 DO0332
 DO0332                         *CURRENT SURVEY CONTROL
 DO0332  ___________________________________________________________________
 DO0332* NAD 83(1986)-  33 34 38.     (N)    098 37 46.     (W)     SCALED    
 DO0332* NAVD 88     -       317.675  (meters)    1042.24   (feet)  ADJUSTED  
 DO0332  ___________________________________________________________________
 DO0332  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DO0332  DYNAMIC HT  -         317.315 (meters)    1041.06  (feet)  COMP
 DO0332  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 DO0332
 DO0332  VERT ORDER  -  SECOND    CLASS 0
 DO0332
 DO0332.The horizontal coordinates were scaled from a topographic map and have
 DO0332.an estimated accuracy of +/- 6 seconds.
 DO0332
 DO0332.The orthometric height was determined by differential leveling
 DO0332.and adjusted by the National Geodetic Survey in June 1991..
 DO0332
 DO0332.The geoid height was determined by GEOID03.
 DO0332
 DO0332.The dynamic height is computed by dividing the NAVD 88
 DO0332.geopotential number by the normal gravity value computed on the
 DO0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0332.degrees latitude (g = 980.6199 gals.).
 DO0332
 DO0332.The modeled gravity was interpolated from observed gravity values.
 DO0332
 DO0332;                    North         East    Units  Estimated Accuracy
 DO0332;SPC TXNC     - 2,211,870.      587,980.      MT  (+/- 180 meters Scaled)
 DO0332
 DO0332                          SUPERSEDED SURVEY CONTROL
 DO0332
 DO0332  NGVD 29 (??/??/92)  317.58   (m)         1041.9    (f) COMPUTED    2 0
 DO0332
 DO0332.Superseded values are not recommended for survey control.
 DO0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0332.See file dsdata.txt to determine how the superseded data were derived.
 DO0332
 DO0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC343153(NAD 83)
 DO0332_MARKER: DB = BENCH MARK DISK
 DO0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0332_SP_SET: CULVERT
 DO0332_STAMPING: A 1169 1961
 DO0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0332
 DO0332  HISTORY     - Date     Condition        Report By
 DO0332  HISTORY     - 1961     MONUMENTED       CGS
 DO0332
 DO0332                          STATION DESCRIPTION
 DO0332
 DO0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0332'1.3 MI S FROM ARCHER CITY.
 DO0332'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 79 FROM THE COURTHOUSE AT
 DO0332'ARCHER CITY, 23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 DO0332'THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A LARGE 5
 DO0332'CHANNEL CONCRETE CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DO0332'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0028 ***********************************************************************
 CA0028  DESIGNATION -  A 117
 CA0028  PID         -  CA0028
 CA0028  STATE/COUNTY-  TX/HAMILTON
 CA0028  USGS QUAD   -  HICO (1979)
 CA0028
 CA0028                         *CURRENT SURVEY CONTROL
 CA0028  ___________________________________________________________________
 CA0028* NAD 83(1986)-  31 54 05.     (N)    098 05 23.     (W)     SCALED    
 CA0028* NAVD 88     -       373.829  (meters)    1226.47   (feet)  ADJUSTED  
 CA0028  ___________________________________________________________________
 CA0028  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CA0028  DYNAMIC HT  -         373.352 (meters)    1224.91  (feet)  COMP
 CA0028  MODELED GRAV-     979,352.3   (mgal)                       NAVD 88
 CA0028
 CA0028  VERT ORDER  -  SECOND    CLASS 0
 CA0028
 CA0028.The horizontal coordinates were scaled from a topographic map and have
 CA0028.an estimated accuracy of +/- 6 seconds.
 CA0028
 CA0028.The orthometric height was determined by differential leveling
 CA0028.and adjusted by the National Geodetic Survey in June 1991..
 CA0028
 CA0028.The geoid height was determined by GEOID03.
 CA0028
 CA0028.The dynamic height is computed by dividing the NAVD 88
 CA0028.geopotential number by the normal gravity value computed on the
 CA0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0028.degrees latitude (g = 980.6199 gals.).
 CA0028
 CA0028.The modeled gravity was interpolated from observed gravity values.
 CA0028
 CA0028;                    North         East    Units  Estimated Accuracy
 CA0028;SPC TX C     - 3,249,880.      912,220.      MT  (+/- 180 meters Scaled)
 CA0028
 CA0028                          SUPERSEDED SURVEY CONTROL
 CA0028
 CA0028  NGVD 29 (??/??/92)  373.751  (m)         1226.21   (f) ADJ UNCH    2 0
 CA0028
 CA0028.Superseded values are not recommended for survey control.
 CA0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0028.See file dsdata.txt to determine how the superseded data were derived.
 CA0028
 CA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA860298(NAD 83)
 CA0028_MARKER: DB = BENCH MARK DISK
 CA0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0028_STAMPING: 1226.389 A 117 1933
 CA0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0028+STABILITY: SURFACE MOTION
 CA0028
 CA0028  HISTORY     - Date     Condition        Report By
 CA0028  HISTORY     - 1933     MONUMENTED       CGS
 CA0028  HISTORY     - 1935     GOOD             NGS
 CA0028
 CA0028                          STATION DESCRIPTION
 CA0028
 CA0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0028'6.9 MI S FROM HICO.
 CA0028'6.9 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE POST OFFICE AT HICO,
 CA0028'HAMILTON COUNTY, 0.7 MILE SOUTH OF A POWER-TRANSMISSION LINE CROSSING
 CA0028'AT A SIDE ROAD LEADING EAST, 7 FEET EAST OF THE GATEPOST OF AN OLD
 CA0028'ROAD LEADING WEST, AND AT THE WEST RIGHT-OF-WAY FENCE AND SET IN THE
 CA0028'TOP OF A CONCRETE POST.
 CA0028
 CA0028                          STATION RECOVERY (1935)
 CA0028
 CA0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0137 ***********************************************************************
 DO0137  DESIGNATION -  A 1170
 DO0137  PID         -  DO0137
 DO0137  STATE/COUNTY-  TX/JACK
 DO0137  USGS QUAD   -  LYNN CREEK (1981)
 DO0137
 DO0137                         *CURRENT SURVEY CONTROL
 DO0137  ___________________________________________________________________
 DO0137* NAD 83(1986)-  33 19 34.     (N)    098 21 09.     (W)     SCALED    
 DO0137* NAVD 88     -       324.763  (meters)    1065.49   (feet)  ADJUSTED  
 DO0137  ___________________________________________________________________
 DO0137  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DO0137  DYNAMIC HT  -         324.391 (meters)    1064.27  (feet)  COMP
 DO0137  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 DO0137
 DO0137  VERT ORDER  -  SECOND    CLASS 0
 DO0137
 DO0137.The horizontal coordinates were scaled from a topographic map and have
 DO0137.an estimated accuracy of +/- 6 seconds.
 DO0137
 DO0137.The orthometric height was determined by differential leveling
 DO0137.and adjusted by the National Geodetic Survey in June 1991..
 DO0137
 DO0137.The geoid height was determined by GEOID03.
 DO0137
 DO0137.The dynamic height is computed by dividing the NAVD 88
 DO0137.geopotential number by the normal gravity value computed on the
 DO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0137.degrees latitude (g = 980.6199 gals.).
 DO0137
 DO0137.The modeled gravity was interpolated from observed gravity values.
 DO0137
 DO0137;                    North         East    Units  Estimated Accuracy
 DO0137;SPC TXNC     - 2,184,030.      613,730.      MT  (+/- 180 meters Scaled)
 DO0137
 DO0137                          SUPERSEDED SURVEY CONTROL
 DO0137
 DO0137  NGVD 29 (??/??/92)  324.694  (m)         1065.27   (f) ADJ UNCH    2 0
 DO0137
 DO0137.Superseded values are not recommended for survey control.
 DO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0137.See file dsdata.txt to determine how the superseded data were derived.
 DO0137
 DO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB602876(NAD 83)
 DO0137_MARKER: DB = BENCH MARK DISK
 DO0137_SETTING: 66 = SET IN ROCK OUTCROP
 DO0137_SP_SET: OUTCROP
 DO0137_STAMPING: A 1170 1961
 DO0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0137+STABILITY: POSITION/ELEVATION WELL
 DO0137
 DO0137  HISTORY     - Date     Condition        Report By
 DO0137  HISTORY     - 1961     MONUMENTED       CGS
 DO0137  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0137  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0137
 DO0137                          STATION DESCRIPTION
 DO0137
 DO0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0137'8.35 MI S FROM ANTELOPE.
 DO0137'ABOUT 1.95 MILES SOUTH ALONG BUSINESS LOOP 187 FROM THE POST OFFICE AT
 DO0137'ANTELOPE, THENCE 6.4 MILES SOUTH ALONG U. S. HIGHWAY 281, ABOUT 0.15
 DO0137'MILE SOUTHEAST OF A CURVE IN THE HIGHWAY, 93 FEET SOUTHWEST OF THE
 DO0137'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LARGE ROCK OUTCROP, 7
 DO0137'FEET NORTHEAST OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DO0137'HIGHWAY, AND PROJECTING 3 FEET ABOVE THE GROUND.
 DO0137
 DO0137                          STATION RECOVERY (2001)
 DO0137
 DO0137'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0137'MARK NOT FOUND.
 DO0137
 DO0137                          STATION RECOVERY (2005)
 DO0137
 DO0137'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0346 ***********************************************************************
 CU0346  DESIGNATION -  A 1171
 CU0346  PID         -  CU0346
 CU0346  STATE/COUNTY-  TX/MITCHELL
 CU0346  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0346
 CU0346                         *CURRENT SURVEY CONTROL
 CU0346  ___________________________________________________________________
 CU0346* NAD 83(1986)-  32 22 11.     (N)    100 50 01.     (W)     SCALED    
 CU0346* NAVD 88     -       649.955  (meters)    2132.39   (feet)  ADJUSTED  
 CU0346  ___________________________________________________________________
 CU0346  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CU0346  DYNAMIC HT  -         649.087 (meters)    2129.55  (feet)  COMP
 CU0346  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 CU0346
 CU0346  VERT ORDER  -  SECOND    CLASS 0
 CU0346
 CU0346.The horizontal coordinates were scaled from a topographic map and have
 CU0346.an estimated accuracy of +/- 6 seconds.
 CU0346
 CU0346.The orthometric height was determined by differential leveling
 CU0346.and adjusted by the National Geodetic Survey in June 1991..
 CU0346
 CU0346.The geoid height was determined by GEOID03.
 CU0346
 CU0346.The dynamic height is computed by dividing the NAVD 88
 CU0346.geopotential number by the normal gravity value computed on the
 CU0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0346.degrees latitude (g = 980.6199 gals.).
 CU0346
 CU0346.The modeled gravity was interpolated from observed gravity values.
 CU0346
 CU0346;                    North         East    Units  Estimated Accuracy
 CU0346;SPC TXNC     - 2,080,400.      380,410.      MT  (+/- 180 meters Scaled)
 CU0346
 CU0346                          SUPERSEDED SURVEY CONTROL
 CU0346
 CU0346  NGVD 29 (??/??/92)  649.744  (m)         2131.70   (f) ADJ UNCH    2 0
 CU0346
 CU0346.Superseded values are not recommended for survey control.
 CU0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0346.See file dsdata.txt to determine how the superseded data were derived.
 CU0346
 CU0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA274828(NAD 83)
 CU0346_MARKER: DB = BENCH MARK DISK
 CU0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0346_SP_SET: CULVERT
 CU0346_STAMPING: A 1171 1961
 CU0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0346
 CU0346  HISTORY     - Date     Condition        Report By
 CU0346  HISTORY     - 1961     MONUMENTED       CGS
 CU0346
 CU0346                          STATION DESCRIPTION
 CU0346
 CU0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0346'2.95 MI SE FROM COLORADO CITY.
 CU0346'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0346'STATION AT COLORADO CITY, THENCE 1.15 MILES SOUTHEAST ALONG STATE
 CU0346'HIGHWAY 208, 0.4 MILE NORTH OF A FARMHOUSE ON THE CREST OF A HILL ON
 CU0346'THE WEST SIDE OF THE HIGHWAY, 22 1/2 FEET WEST OF THE CENTER LINE OF
 CU0346'THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD
 CU0346'WALL OF A DOUBLE CHANNEL CULVERT, AND ABOUT 8 INCHES BELOW THE LEVEL
 CU0346'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0383 ***********************************************************************
 CU0383  DESIGNATION -  A 1172
 CU0383  PID         -  CU0383
 CU0383  STATE/COUNTY-  TX/COKE
 CU0383  USGS QUAD   -  SANCO (1987)
 CU0383
 CU0383                         *CURRENT SURVEY CONTROL
 CU0383  ___________________________________________________________________
 CU0383* NAD 83(1986)-  32 03 22.     (N)    100 36 35.     (W)     SCALED    
 CU0383* NAVD 88     -       684.753  (meters)    2246.56   (feet)  ADJUSTED  
 CU0383  ___________________________________________________________________
 CU0383  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CU0383  DYNAMIC HT  -         683.837 (meters)    2243.56  (feet)  COMP
 CU0383  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 CU0383
 CU0383  VERT ORDER  -  SECOND    CLASS 0
 CU0383
 CU0383.The horizontal coordinates were scaled from a topographic map and have
 CU0383.an estimated accuracy of +/- 6 seconds.
 CU0383
 CU0383.The orthometric height was determined by differential leveling
 CU0383.and adjusted by the National Geodetic Survey in June 1991..
 CU0383
 CU0383.The geoid height was determined by GEOID03.
 CU0383
 CU0383.The dynamic height is computed by dividing the NAVD 88
 CU0383.geopotential number by the normal gravity value computed on the
 CU0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0383.degrees latitude (g = 980.6199 gals.).
 CU0383
 CU0383.The modeled gravity was interpolated from observed gravity values.
 CU0383
 CU0383;                    North         East    Units  Estimated Accuracy
 CU0383;SPC TX C     - 3,264,930.      673,900.      MT  (+/- 180 meters Scaled)
 CU0383
 CU0383                          SUPERSEDED SURVEY CONTROL
 CU0383
 CU0383  NGVD 29 (??/??/92)  684.544  (m)         2245.87   (f) ADJ UNCH    2 0
 CU0383
 CU0383.Superseded values are not recommended for survey control.
 CU0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0383.See file dsdata.txt to determine how the superseded data were derived.
 CU0383
 CU0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA480477(NAD 83)
 CU0383_MARKER: DB = BENCH MARK DISK
 CU0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0383_STAMPING: A 1172 1961
 CU0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0383+STABILITY: SURFACE MOTION
 CU0383
 CU0383  HISTORY     - Date     Condition        Report By
 CU0383  HISTORY     - 1961     MONUMENTED       CGS
 CU0383
 CU0383                          STATION DESCRIPTION
 CU0383
 CU0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0383'5.55 MI SE FROM SILVER.
 CU0383'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0383'AT SILVER, THENCE 4.95 MILES SOUTHEAST ALONG STATE HIGHWAY 208, 0.5
 CU0383'MILE WEST OF THE CREST OF A HILL, 0.45 MILE WEST OF A STEEL WINDMILL,
 CU0383'0.1 MILE WEST OF A CONCRETE HEAD WALL OF A CULVERT, 49 FEET NORTH OF
 CU0383'THE CENTER LINE OF THE HIGHWAY, 187 FEET WEST OF THE CENTER OF A GATE
 CU0383'ON THE EAST SIDE OF A TEE FENCE CORNER, 1 1/2 FEET SOUTH OF A FENCE,
 CU0383'1.7 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 CU0383'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CU0383'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0026 ***********************************************************************
 CU0026  DESIGNATION -  A 1173
 CU0026  PID         -  CU0026
 CU0026  STATE/COUNTY-  TX/FISHER
 CU0026  USGS QUAD   -  LONGWORTH (1969)
 CU0026
 CU0026                         *CURRENT SURVEY CONTROL
 CU0026  ___________________________________________________________________
 CU0026* NAD 83(1986)-  32 40 37.     (N)    100 18 26.     (W)     SCALED    
 CU0026* NAVD 88     -       580.909  (meters)    1905.87   (feet)  ADJUSTED  
 CU0026  ___________________________________________________________________
 CU0026  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CU0026  DYNAMIC HT  -         580.142 (meters)    1903.35  (feet)  COMP
 CU0026  MODELED GRAV-     979,301.2   (mgal)                       NAVD 88
 CU0026
 CU0026  VERT ORDER  -  SECOND    CLASS 0
 CU0026
 CU0026.The horizontal coordinates were scaled from a topographic map and have
 CU0026.an estimated accuracy of +/- 6 seconds.
 CU0026
 CU0026.The orthometric height was determined by differential leveling
 CU0026.and adjusted by the National Geodetic Survey in June 1991..
 CU0026
 CU0026.The geoid height was determined by GEOID03.
 CU0026
 CU0026.The dynamic height is computed by dividing the NAVD 88
 CU0026.geopotential number by the normal gravity value computed on the
 CU0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0026.degrees latitude (g = 980.6199 gals.).
 CU0026
 CU0026.The modeled gravity was interpolated from observed gravity values.
 CU0026
 CU0026;                    North         East    Units  Estimated Accuracy
 CU0026;SPC TXNC     - 2,113,490.      430,520.      MT  (+/- 180 meters Scaled)
 CU0026
 CU0026                          SUPERSEDED SURVEY CONTROL
 CU0026
 CU0026  NGVD 29 (??/??/92)  580.691  (m)         1905.15   (f) ADJ UNCH    2 0
 CU0026
 CU0026.Superseded values are not recommended for survey control.
 CU0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0026.See file dsdata.txt to determine how the superseded data were derived.
 CU0026
 CU0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB774162(NAD 83)
 CU0026_MARKER: DB = BENCH MARK DISK
 CU0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0026_SP_SET: BRIDGE
 CU0026_STAMPING: A 1173 1961
 CU0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0026
 CU0026  HISTORY     - Date     Condition        Report By
 CU0026  HISTORY     - 1961     MONUMENTED       CGS
 CU0026
 CU0026                          STATION DESCRIPTION
 CU0026
 CU0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0026'3.05 MI NE FROM LONGWORTH.
 CU0026'ABOUT 3.05 MILES NORTHEAST ALONG FARM ROAD 57 FROM THE POST OFFICE AT
 CU0026'LONGWORTH, 0.4 MILE NORTHEAST OF MILEPOST 624 ALONG THE PANHANDLE AND
 CU0026'SANTA FE RAILWAY, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM
 CU0026'ROAD, 111 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE
 CU0026'NORTHEAST END OF THE SOUTHEAST CONCRETE CURB OF A CONCRETE HIGHWAY
 CU0026'BRIDGE OVER PLUM CREEK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 CU0026'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0139 ***********************************************************************
 CU0139  DESIGNATION -  A 1174
 CU0139  PID         -  CU0139
 CU0139  STATE/COUNTY-  TX/FISHER
 CU0139  USGS QUAD   -  WHITE CANYON (1969)
 CU0139
 CU0139                         *CURRENT SURVEY CONTROL
 CU0139  ___________________________________________________________________
 CU0139* NAD 83(1986)-  32 55 16.     (N)    100 29 08.     (W)     SCALED    
 CU0139* NAVD 88     -       557.860  (meters)    1830.25   (feet)  ADJUSTED  
 CU0139  ___________________________________________________________________
 CU0139  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CU0139  DYNAMIC HT  -         557.139 (meters)    1827.88  (feet)  COMP
 CU0139  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 CU0139
 CU0139  VERT ORDER  -  SECOND    CLASS 0
 CU0139
 CU0139.The horizontal coordinates were scaled from a topographic map and have
 CU0139.an estimated accuracy of +/- 6 seconds.
 CU0139
 CU0139.The orthometric height was determined by differential leveling
 CU0139.and adjusted by the National Geodetic Survey in June 1991..
 CU0139
 CU0139.The geoid height was determined by GEOID03.
 CU0139
 CU0139.The dynamic height is computed by dividing the NAVD 88
 CU0139.geopotential number by the normal gravity value computed on the
 CU0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0139.degrees latitude (g = 980.6199 gals.).
 CU0139
 CU0139.The modeled gravity was interpolated from observed gravity values.
 CU0139
 CU0139;                    North         East    Units  Estimated Accuracy
 CU0139;SPC TXNC     - 2,140,860.      414,310.      MT  (+/- 180 meters Scaled)
 CU0139
 CU0139                          SUPERSEDED SURVEY CONTROL
 CU0139
 CU0139  NGVD 29 (??/??/92)  557.614  (m)         1829.44   (f) ADJ UNCH    2 0
 CU0139
 CU0139.Superseded values are not recommended for survey control.
 CU0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0139.See file dsdata.txt to determine how the superseded data were derived.
 CU0139
 CU0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB610435(NAD 83)
 CU0139_MARKER: DB = BENCH MARK DISK
 CU0139_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0139_SP_SET: 22.5 FT
 CU0139_STAMPING: A 1174 1961
 CU0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0139
 CU0139  HISTORY     - Date     Condition        Report By
 CU0139  HISTORY     - 1961     MONUMENTED       CGS
 CU0139
 CU0139                          STATION DESCRIPTION
 CU0139
 CU0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0139'5.05 MI NW FROM ROTAN.
 CU0139'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0139'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 4.95 MILES NORTHWEST
 CU0139'ALONG STATE HIGHWAY 70, 0.35 MILE SOUTHEAST OF A ROADSIDE PARK, 0.1
 CU0139'MILE NORTHWEST OF A WINDMILL ON THE CREST OF A HILL, 48 FEET NORTHEAST
 CU0139'OF THE CENTER LINE OF THE HIGHWAY, 128 FEET EAST OF AND ACROSS THE
 CU0139'HIGHWAY FROM A POWER POLE, 2 FEET SOUTHWEST OF A FENCE, 2.4 FEET
 CU0139'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 CU0139'THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CU0139'DRIVEN TO A DEPTH OF 22 1/2 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 CU0139'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0192 ***********************************************************************
 DO0192  DESIGNATION -  A 1175
 DO0192  PID         -  DO0192
 DO0192  STATE/COUNTY-  TX/JACK
 DO0192  USGS QUAD   -  PERRIN (1979)
 DO0192
 DO0192                         *CURRENT SURVEY CONTROL
 DO0192  ___________________________________________________________________
 DO0192* NAD 83(1986)-  33 02 08.     (N)    098 04 05.     (W)     SCALED    
 DO0192* NAVD 88     -       320.280  (meters)    1050.79   (feet)  ADJUSTED  
 DO0192  ___________________________________________________________________
 DO0192  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DO0192  DYNAMIC HT  -         319.896 (meters)    1049.53  (feet)  COMP
 DO0192  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 DO0192
 DO0192  VERT ORDER  -  SECOND    CLASS 0
 DO0192
 DO0192.The horizontal coordinates were scaled from a topographic map and have
 DO0192.an estimated accuracy of +/- 6 seconds.
 DO0192
 DO0192.The orthometric height was determined by differential leveling
 DO0192.and adjusted by the National Geodetic Survey in June 1991..
 DO0192
 DO0192.The geoid height was determined by GEOID03.
 DO0192
 DO0192.The dynamic height is computed by dividing the NAVD 88
 DO0192.geopotential number by the normal gravity value computed on the
 DO0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0192.degrees latitude (g = 980.6199 gals.).
 DO0192
 DO0192.The modeled gravity was interpolated from observed gravity values.
 DO0192
 DO0192;                    North         East    Units  Estimated Accuracy
 DO0192;SPC TXNC     - 2,151,880.      640,350.      MT  (+/- 180 meters Scaled)
 DO0192
 DO0192                          SUPERSEDED SURVEY CONTROL
 DO0192
 DO0192  NGVD 29 (??/??/92)  320.187  (m)         1050.48   (f) ADJ UNCH    2 0
 DO0192
 DO0192.Superseded values are not recommended for survey control.
 DO0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0192.See file dsdata.txt to determine how the superseded data were derived.
 DO0192
 DO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB870556(NAD 83)
 DO0192_MARKER: DB = BENCH MARK DISK
 DO0192_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DO0192_SP_SET: 25 FT
 DO0192_STAMPING: A 1175 1961
 DO0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0192
 DO0192  HISTORY     - Date     Condition        Report By
 DO0192  HISTORY     - 1961     MONUMENTED       CGS
 DO0192  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0192  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 DO0192
 DO0192                          STATION DESCRIPTION
 DO0192
 DO0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0192'IN PERRIN.
 DO0192'AT PERRIN, ABOUT 100 YARDS EAST OF THE HIGHWAY, 38 1/2 FEET SOUTH OF
 DO0192'THE SOUTHWEST CORNER OF THE AGRICULTURE BUILDING OF THE SCHOOL AT
 DO0192'PERRIN, 20 1/2 FEET NORTH OF THE SOUTHWEST CORNER OF A WOVEN WIRE
 DO0192'FENCE AROUND THE SCHOOL BUILDING, 1 FOOT EAST OF THE WOVEN WIRE FENCE,
 DO0192'ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 DO0192'COATED ROD THAT IS DRIVEN TO A DEPTH OF 25 FEET AND IS ENCASED IN A
 DO0192'6-INCH TILE THAT PROJECTS 3 INCHES.
 DO0192
 DO0192                          STATION RECOVERY (2001)
 DO0192
 DO0192'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0192'MARK NOT FOUND.
 DO0192
 DO0192                          STATION RECOVERY (2005)
 DO0192
 DO0192'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0192'METAL PREFAB BUILDING CONSTRUCTED OVER PID LOCATION.
 DO0192'LLG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0396 ***********************************************************************
 CU0396  DESIGNATION -  A 1176
 CU0396  PID         -  CU0396
 CU0396  STATE/COUNTY-  TX/SCURRY
 CU0396  USGS QUAD   -  HERMLEIGH (1979)
 CU0396
 CU0396                         *CURRENT SURVEY CONTROL
 CU0396  ___________________________________________________________________
 CU0396* NAD 83(1986)-  32 42 11.     (N)    100 52 25.     (W)     SCALED    
 CU0396* NAVD 88     -       728.002  (meters)    2388.45   (feet)  ADJUSTED  
 CU0396  ___________________________________________________________________
 CU0396  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CU0396  DYNAMIC HT  -         727.038 (meters)    2385.29  (feet)  COMP
 CU0396  MODELED GRAV-     979,290.7   (mgal)                       NAVD 88
 CU0396
 CU0396  VERT ORDER  -  FIRST     CLASS II
 CU0396
 CU0396.The horizontal coordinates were scaled from a topographic map and have
 CU0396.an estimated accuracy of +/- 6 seconds.
 CU0396
 CU0396.The orthometric height was determined by differential leveling
 CU0396.and adjusted by the National Geodetic Survey in June 1991..
 CU0396
 CU0396.The geoid height was determined by GEOID03.
 CU0396
 CU0396.The dynamic height is computed by dividing the NAVD 88
 CU0396.geopotential number by the normal gravity value computed on the
 CU0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0396.degrees latitude (g = 980.6199 gals.).
 CU0396
 CU0396.The modeled gravity was interpolated from observed gravity values.
 CU0396
 CU0396;                    North         East    Units  Estimated Accuracy
 CU0396;SPC TXNC     - 2,117,440.      377,480.      MT  (+/- 180 meters Scaled)
 CU0396
 CU0396                          SUPERSEDED SURVEY CONTROL
 CU0396
 CU0396  NGVD 29 (??/??/92)  727.717  (m)         2387.52   (f) ADJ UNCH    1 2
 CU0396
 CU0396.Superseded values are not recommended for survey control.
 CU0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0396.See file dsdata.txt to determine how the superseded data were derived.
 CU0396
 CU0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB243199(NAD 83)
 CU0396_MARKER: DB = BENCH MARK DISK
 CU0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0396_STAMPING: A 1176 1961
 CU0396_MARK LOGO: CGS   
 CU0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0396+STABILITY: SURFACE MOTION
 CU0396
 CU0396  HISTORY     - Date     Condition        Report By
 CU0396  HISTORY     - 1961     MONUMENTED       CGS
 CU0396  HISTORY     - 1982     GOOD             NGS
 CU0396
 CU0396                          STATION DESCRIPTION
 CU0396
 CU0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0396'3.3 MI SE FROM SNYDER.
 CU0396'ABOUT 3.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CU0396'FROM THE STATION AT SNYDER, 21 1/2 FEET NORTHWEST OF THE CENTER LINE
 CU0396'OF U. S. HIGHWAY 180, SET IN THE TOP OF THE SOUTHWEST END OF A
 CU0396'CONCRETE RETAINING WALL AT THE NORTHEAST END OF THE CONCRETE HIGHWAY
 CU0396'OVERPASS, 2 1/2 FEET NORTHEAST OF A CONCRETE POST SUPPORTING A STEEL
 CU0396'GUARD RAIL, AND ABOUT 4 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 CU0396
 CU0396                          STATION RECOVERY (1982)
 CU0396
 CU0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0396'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN SNYDER, IN
 CU0396'TOP OF THE SOUTHWEST END OF THE NORTHEAST RETAINING WALL OF THE U.S.
 CU0396'HIGHWAY 180 BRIDGE OVER THE SANTA FE RAILROAD, 6.6 METERS (21.7 FT)
 CU0396'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.8 METER (2.6 FT)
 CU0396'NORTHEAST OF A GUARD RAIL POST.
 CU0396'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0230 ***********************************************************************
 CB0230  DESIGNATION -  A 1177
 CB0230  PID         -  CB0230
 CB0230  STATE/COUNTY-  TX/COKE
 CB0230  USGS QUAD   -  EDITH (1987)
 CB0230
 CB0230                         *CURRENT SURVEY CONTROL
 CB0230  ___________________________________________________________________
 CB0230* NAD 83(1986)-  31 54 14.     (N)    100 30 44.     (W)     SCALED    
 CB0230* NAVD 88     -       559.139  (meters)    1834.44   (feet)  ADJUSTED  
 CB0230  ___________________________________________________________________
 CB0230  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 CB0230  DYNAMIC HT  -         558.398 (meters)    1832.01  (feet)  COMP
 CB0230  MODELED GRAV-     979,297.4   (mgal)                       NAVD 88
 CB0230
 CB0230  VERT ORDER  -  SECOND    CLASS 0
 CB0230
 CB0230.The horizontal coordinates were scaled from a topographic map and have
 CB0230.an estimated accuracy of +/- 6 seconds.
 CB0230
 CB0230.The orthometric height was determined by differential leveling
 CB0230.and adjusted by the National Geodetic Survey in June 1991..
 CB0230
 CB0230.The geoid height was determined by GEOID03.
 CB0230
 CB0230.The dynamic height is computed by dividing the NAVD 88
 CB0230.geopotential number by the normal gravity value computed on the
 CB0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0230.degrees latitude (g = 980.6199 gals.).
 CB0230
 CB0230.The modeled gravity was interpolated from observed gravity values.
 CB0230
 CB0230;                    North         East    Units  Estimated Accuracy
 CB0230;SPC TX C     - 3,248,030.      683,080.      MT  (+/- 180 meters Scaled)
 CB0230
 CB0230                          SUPERSEDED SURVEY CONTROL
 CB0230
 CB0230  NGVD 29 (??/??/92)  558.950  (m)         1833.82   (f) ADJ UNCH    2 0
 CB0230
 CB0230.Superseded values are not recommended for survey control.
 CB0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0230.See file dsdata.txt to determine how the superseded data were derived.
 CB0230
 CB0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA570307(NAD 83)
 CB0230_MARKER: DB = BENCH MARK DISK
 CB0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0230_SP_SET: CONRETE GUARD RAIL
 CB0230_STAMPING: A 1177 1961
 CB0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0230
 CB0230  HISTORY     - Date     Condition        Report By
 CB0230  HISTORY     - 1961     MONUMENTED       CGS
 CB0230
 CB0230                          STATION DESCRIPTION
 CB0230
 CB0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0230'2.15 MI W FROM ROBERT LEE.
 CB0230'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT ROBERT
 CB0230'LEE, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY 158 AND FARM ROAD 387,
 CB0230'ABOUT 100 YARDS EAST OF THE CENTER LINE OF A DRIVEWAY LEADING SOUTH TO
 CB0230'A FARMHOUSE, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CB0230'THE TOP OF THE EAST END OF THE SOUTH CONCRETE GUARD RAIL OF A CONCRETE
 CB0230'BRIDGE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0226 ***********************************************************************
 CB0226  DESIGNATION -  A 1178
 CB0226  PID         -  CB0226
 CB0226  STATE/COUNTY-  TX/STERLING
 CB0226  USGS QUAD   -  STERLING CITY (1972)
 CB0226
 CB0226                         *CURRENT SURVEY CONTROL
 CB0226  ___________________________________________________________________
 CB0226* NAD 83(1986)-  31 49 47.     (N)    100 57 34.     (W)     SCALED    
 CB0226* NAVD 88     -       693.948  (meters)    2276.73   (feet)  ADJUSTED  
 CB0226  ___________________________________________________________________
 CB0226  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 CB0226  DYNAMIC HT  -         693.000 (meters)    2273.62  (feet)  COMP
 CB0226  MODELED GRAV-     979,251.5   (mgal)                       NAVD 88
 CB0226
 CB0226  VERT ORDER  -  SECOND    CLASS 0
 CB0226
 CB0226.The horizontal coordinates were scaled from a topographic map and have
 CB0226.an estimated accuracy of +/- 6 seconds.
 CB0226
 CB0226.The orthometric height was determined by differential leveling
 CB0226.and adjusted by the National Geodetic Survey in June 1991..
 CB0226
 CB0226.The geoid height was determined by GEOID03.
 CB0226
 CB0226.The dynamic height is computed by dividing the NAVD 88
 CB0226.geopotential number by the normal gravity value computed on the
 CB0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0226.degrees latitude (g = 980.6199 gals.).
 CB0226
 CB0226.The modeled gravity was interpolated from observed gravity values.
 CB0226
 CB0226;                    North         East    Units  Estimated Accuracy
 CB0226;SPC TX C     - 3,239,960.      640,730.      MT  (+/- 180 meters Scaled)
 CB0226
 CB0226                          SUPERSEDED SURVEY CONTROL
 CB0226
 CB0226  NGVD 29 (??/??/92)  693.733  (m)         2276.02   (f) ADJ UNCH    2 0
 CB0226
 CB0226.Superseded values are not recommended for survey control.
 CB0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0226.See file dsdata.txt to determine how the superseded data were derived.
 CB0226
 CB0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA145232(NAD 83)
 CB0226_MARKER: DB = BENCH MARK DISK
 CB0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0226_SP_SET: CURB
 CB0226_STAMPING: A 1178 1961
 CB0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0226
 CB0226  HISTORY     - Date     Condition        Report By
 CB0226  HISTORY     - 1961     MONUMENTED       CGS
 CB0226  HISTORY     - 1970     GOOD             NGS
 CB0226
 CB0226                          STATION DESCRIPTION
 CB0226
 CB0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CB0226'1.85 MI SE FROM STERLING CITY.
 CB0226'ABOUT 1.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COUNTY
 CB0226'COURTHOUSE AT STERLING CITY TO SITE OF BENCH MARK, 17 FEET SOUTHWEST
 CB0226'OF THE HIGHWAY CENTER LINE, SET IN THE TOP OF THE NORTHWEST END OF THE
 CB0226'SOUTHWEST CONCRETE CURB OF A CONCRETE BRIDGE, AND ABOUT 1 FOOT ABOVE
 CB0226'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0227 ***********************************************************************
 CB0227  DESIGNATION -  A 1178 RESET 1969
 CB0227  PID         -  CB0227
 CB0227  STATE/COUNTY-  TX/STERLING
 CB0227  USGS QUAD   -  STERLING CITY (1972)
 CB0227
 CB0227                         *CURRENT SURVEY CONTROL
 CB0227  ___________________________________________________________________
 CB0227* NAD 83(1986)-  31 49 47.     (N)    100 57 34.     (W)     SCALED    
 CB0227* NAVD 88     -       692.83   (+/-2cm)    2273.1    (feet)  VERTCON   
 CB0227  ___________________________________________________________________
 CB0227  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 CB0227
 CB0227  VERT ORDER  -  THIRD (See Below)
 CB0227
 CB0227.The horizontal coordinates were scaled from a topographic map and have
 CB0227.an estimated accuracy of +/- 6 seconds.
 CB0227
 CB0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0227.The vertical order pertains to the NGVD 29 superseded value.
 CB0227
 CB0227.The geoid height was determined by GEOID03.
 CB0227
 CB0227;                    North         East    Units  Estimated Accuracy
 CB0227;SPC TX C     - 3,239,960.      640,730.      MT  (+/- 180 meters Scaled)
 CB0227
 CB0227                          SUPERSEDED SURVEY CONTROL
 CB0227
 CB0227  NGVD 29 (01/29/03)  692.61   (m)         2272.3    (f) RESET       3  
 CB0227
 CB0227.Superseded values are not recommended for survey control.
 CB0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0227.See file dsdata.txt to determine how the superseded data were derived.
 CB0227
 CB0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA145232(NAD 83)
 CB0227_MARKER: DB = BENCH MARK DISK
 CB0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0227_SP_SET: CULVERT
 CB0227_STAMPING: A 1178 RESET 1969
 CB0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0227
 CB0227  HISTORY     - Date     Condition        Report By
 CB0227  HISTORY     - 1969     MONUMENTED       CGS
 CB0227  HISTORY     - 1971     GOOD             USGS
 CB0227
 CB0227                          STATION DESCRIPTION
 CB0227
 CB0227'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0227'1.8 MI SE FROM STERLINE CITY.
 CB0227'1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0227'AT STERLING CITY, IN THE NORTHEAST END OF A CONCRETE CULVERT, 47 FEET
 CB0227'NORTHEAST OF THE NORTHEAST LANE OF THE HIGHWAY.  A STANDARD DISK
 CB0227'STAMPED A 1178 RESET 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0428 ***********************************************************************
 CU0428  DESIGNATION -  A 1179
 CU0428  PID         -  CU0428
 CU0428  STATE/COUNTY-  TX/FISHER
 CU0428  USGS QUAD   -  HOBBS (1969)
 CU0428
 CU0428                         *CURRENT SURVEY CONTROL
 CU0428  ___________________________________________________________________
 CU0428* NAD 83(1986)-  32 46 50.     (N)    100 35 29.     (W)     SCALED    
 CU0428* NAVD 88     -       630.732  (meters)    2069.33   (feet)  ADJUSTED  
 CU0428  ___________________________________________________________________
 CU0428  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CU0428  DYNAMIC HT  -         629.903 (meters)    2066.61  (feet)  COMP
 CU0428  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 CU0428
 CU0428  VERT ORDER  -  SECOND    CLASS 0
 CU0428
 CU0428.The horizontal coordinates were scaled from a topographic map and have
 CU0428.an estimated accuracy of +/- 6 seconds.
 CU0428
 CU0428.The orthometric height was determined by differential leveling
 CU0428.and adjusted by the National Geodetic Survey in June 1991..
 CU0428
 CU0428.The geoid height was determined by GEOID03.
 CU0428
 CU0428.The dynamic height is computed by dividing the NAVD 88
 CU0428.geopotential number by the normal gravity value computed on the
 CU0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0428.degrees latitude (g = 980.6199 gals.).
 CU0428
 CU0428.The modeled gravity was interpolated from observed gravity values.
 CU0428
 CU0428;                    North         East    Units  Estimated Accuracy
 CU0428;SPC TXNC     - 2,125,470.      404,110.      MT  (+/- 180 meters Scaled)
 CU0428
 CU0428                          SUPERSEDED SURVEY CONTROL
 CU0428
 CU0428  NGVD 29 (??/??/92)  630.470  (m)         2068.47   (f) ADJ UNCH    2 0
 CU0428
 CU0428.Superseded values are not recommended for survey control.
 CU0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0428.See file dsdata.txt to determine how the superseded data were derived.
 CU0428
 CU0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB509280(NAD 83)
 CU0428_MARKER: DB = BENCH MARK DISK
 CU0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0428_STAMPING: A 1179 1961
 CU0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0428+STABILITY: SURFACE MOTION
 CU0428
 CU0428  HISTORY     - Date     Condition        Report By
 CU0428  HISTORY     - 1961     MONUMENTED       CGS
 CU0428
 CU0428                          STATION DESCRIPTION
 CU0428
 CU0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0428'0.2 MI E FROM HOBBS.
 CU0428'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0428'HOBBS, 105 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE
 CU0428'FARM ROAD AND FARM ROAD 611, 44 FEET EAST OF THE CENTER LINE OF FARM
 CU0428'ROAD 611, 111 FEET EAST OF AND ACROSS FARM ROAD 611 FROM THE NORTHEAST
 CU0428'CORNER OF A STONE HOUSE, 80 FEET SOUTH OF A CONCRETE F.A.P. MARK, 1.8
 CU0428'FEET EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 CU0428'THE FARM ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CU0428'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0346 ***********************************************************************
 CA0346  DESIGNATION -  A 118
 CA0346  PID         -  CA0346
 CA0346  STATE/COUNTY-  TX/MILLS
 CA0346  USGS QUAD   -  PRIDDY (1979)
 CA0346
 CA0346                         *CURRENT SURVEY CONTROL
 CA0346  ___________________________________________________________________
 CA0346* NAD 83(1986)-  31 40 34.     (N)    098 30 36.     (W)     SCALED    
 CA0346* NAVD 88     -       472.619  (meters)    1550.58   (feet)  ADJUSTED  
 CA0346  ___________________________________________________________________
 CA0346  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CA0346  DYNAMIC HT  -         471.999 (meters)    1548.55  (feet)  COMP
 CA0346  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 CA0346
 CA0346  VERT ORDER  -  SECOND    CLASS 0
 CA0346
 CA0346.The horizontal coordinates were scaled from a topographic map and have
 CA0346.an estimated accuracy of +/- 6 seconds.
 CA0346
 CA0346.The orthometric height was determined by differential leveling
 CA0346.and adjusted by the National Geodetic Survey in June 1991..
 CA0346
 CA0346.The geoid height was determined by GEOID03.
 CA0346
 CA0346.The dynamic height is computed by dividing the NAVD 88
 CA0346.geopotential number by the normal gravity value computed on the
 CA0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0346.degrees latitude (g = 980.6199 gals.).
 CA0346
 CA0346.The modeled gravity was interpolated from observed gravity values.
 CA0346
 CA0346;                    North         East    Units  Estimated Accuracy
 CA0346;SPC TX C     - 3,224,180.      872,880.      MT  (+/- 180 meters Scaled)
 CA0346
 CA0346                          SUPERSEDED SURVEY CONTROL
 CA0346
 CA0346  NGVD 29 (??/??/92)  472.518  (m)         1550.25   (f) ADJ UNCH    2 0
 CA0346
 CA0346.Superseded values are not recommended for survey control.
 CA0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0346.See file dsdata.txt to determine how the superseded data were derived.
 CA0346
 CA0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA464046(NAD 83)
 CA0346_MARKER: DB = BENCH MARK DISK
 CA0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0346_SP_SET: STEP
 CA0346_STAMPING: 1550.348 A 118 1933
 CA0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0346+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 CA0346
 CA0346  HISTORY     - Date     Condition        Report By
 CA0346  HISTORY     - 1933     MONUMENTED       CGS
 CA0346  HISTORY     - 1935     GOOD             NGS
 CA0346  HISTORY     - 20020614 GOOD             INDIV
 CA0346
 CA0346                          STATION DESCRIPTION
 CA0346
 CA0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0346'IN PRIDDY.
 CA0346'AT THE NORTHWEST EDGE OF PRIDDY, MILLS COUNTY, 400 FEET WEST OF STATE
 CA0346'HIGHWAY 16, AT THE BRICK SCHOOL BUILDING, AT THE EAST ENTRANCE, IN THE
 CA0346'NORTH END OF THE BOTTOM STEP, 6 INCHES FROM THE EAST EDGE, AND 4
 CA0346'INCHES FROM THE NORTH WALL OF THE DOORWAY.
 CA0346
 CA0346                          STATION RECOVERY (1935)
 CA0346
 CA0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0346'RECOVERED IN GOOD CONDITION.
 CA0346
 CA0346                          STATION RECOVERY (2002)
 CA0346
 CA0346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SI)
 CA0346'ORIGINAL BUILDING IS USED FOR STORAGE AND A PORCH HAS BEEN ADDED
 CA0346'SOMETIME IN THE LAST FEW YEARS, BUT THE CA0346 BENCH MARK  IS IN PLACE
 CA0346'-INSIDE A STEEL BOX WITH LID AT THE PORCH LEVEL.  TOOK PHOTOS OF
 CA0346'CA0346 A- 118 AND SENT TO GEOCACHING PAGES    N 31.40.34  W98.30.36
 CA0346' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0474 ***********************************************************************
 CU0474  DESIGNATION -  A 1180
 CU0474  PID         -  CU0474
 CU0474  STATE/COUNTY-  TX/SCURRY
 CU0474  USGS QUAD   -  SNYDER (1979)
 CU0474
 CU0474                         *CURRENT SURVEY CONTROL
 CU0474  ___________________________________________________________________
 CU0474* NAD 83(1986)-  32 37 51.     (N)    100 57 38.     (W)     SCALED    
 CU0474* NAVD 88     -       705.759  (meters)    2315.48   (feet)  ADJUSTED  
 CU0474  ___________________________________________________________________
 CU0474  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CU0474  DYNAMIC HT  -         704.825 (meters)    2312.41  (feet)  COMP
 CU0474  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 CU0474
 CU0474  VERT ORDER  -  SECOND    CLASS 0
 CU0474
 CU0474.The horizontal coordinates were scaled from a topographic map and have
 CU0474.an estimated accuracy of +/- 6 seconds.
 CU0474
 CU0474.The orthometric height was determined by differential leveling
 CU0474.and adjusted by the National Geodetic Survey in June 1991..
 CU0474
 CU0474.The geoid height was determined by GEOID03.
 CU0474
 CU0474.The dynamic height is computed by dividing the NAVD 88
 CU0474.geopotential number by the normal gravity value computed on the
 CU0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0474.degrees latitude (g = 980.6199 gals.).
 CU0474
 CU0474.The modeled gravity was interpolated from observed gravity values.
 CU0474
 CU0474;                    North         East    Units  Estimated Accuracy
 CU0474;SPC TXNC     - 2,109,620.      369,150.      MT  (+/- 180 meters Scaled)
 CU0474
 CU0474                          SUPERSEDED SURVEY CONTROL
 CU0474
 CU0474  NGVD 29 (??/??/92)  705.49   (m)         2314.6    (f) COMPUTED    2 0
 CU0474
 CU0474.Superseded values are not recommended for survey control.
 CU0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0474.See file dsdata.txt to determine how the superseded data were derived.
 CU0474
 CU0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB160120(NAD 83)
 CU0474_MARKER: DB = BENCH MARK DISK
 CU0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0474_STAMPING: A 1180 1961
 CU0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0474+STABILITY: SURFACE MOTION
 CU0474
 CU0474  HISTORY     - Date     Condition        Report By
 CU0474  HISTORY     - 1961     MONUMENTED       CGS
 CU0474  HISTORY     - 1970     GOOD             LOCENG
 CU0474
 CU0474                          STATION DESCRIPTION
 CU0474
 CU0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0474'4.15 MI NE FROM IRA.
 CU0474'ABOUT 4.15 MILES NORTHEAST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0474'CHURCH AT IRA, 50 FEET-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CU0474'220 FEET NORTHEAST OF PIPELINE MARK NUMBER 104, 70 FEET NORTHEAST OF A
 CU0474'TELEPHONE POLE, 2 1/2 FEET NORTHWEST OF A FENCE, 1.6 FEET EAST OF A
 CU0474'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 CU0474'OF A CONCRETE POST PROJECTING 5 INCHES.
 CU0474
 CU0474                          STATION RECOVERY (1970)
 CU0474
 CU0474'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 CU0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0463 ***********************************************************************
 CU0463  DESIGNATION -  A 1181
 CU0463  PID         -  CU0463
 CU0463  STATE/COUNTY-  TX/SCURRY
 CU0463  USGS QUAD   -  SNYDER (1979)
 CU0463
 CU0463                         *CURRENT SURVEY CONTROL
 CU0463  ___________________________________________________________________
 CU0463* NAD 83(1986)-  32 43 02.     (N)    100 55 57.     (W)     SCALED    
 CU0463* NAVD 88     -       712.366  (meters)    2337.15   (feet)  ADJUSTED  
 CU0463  ___________________________________________________________________
 CU0463  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CU0463  DYNAMIC HT  -         711.426 (meters)    2334.07  (feet)  COMP
 CU0463  MODELED GRAV-     979,296.6   (mgal)                       NAVD 88
 CU0463
 CU0463  VERT ORDER  -  SECOND    CLASS 0
 CU0463
 CU0463.The horizontal coordinates were scaled from a topographic map and have
 CU0463.an estimated accuracy of +/- 6 seconds.
 CU0463
 CU0463.The orthometric height was determined by differential leveling
 CU0463.and adjusted by the National Geodetic Survey in June 1991..
 CU0463
 CU0463.The geoid height was determined by GEOID03.
 CU0463
 CU0463.The dynamic height is computed by dividing the NAVD 88
 CU0463.geopotential number by the normal gravity value computed on the
 CU0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0463.degrees latitude (g = 980.6199 gals.).
 CU0463
 CU0463.The modeled gravity was interpolated from observed gravity values.
 CU0463
 CU0463;                    North         East    Units  Estimated Accuracy
 CU0463;SPC TXNC     - 2,119,140.      372,000.      MT  (+/- 180 meters Scaled)
 CU0463
 CU0463                          SUPERSEDED SURVEY CONTROL
 CU0463
 CU0463  NGVD 29 (??/??/92)  712.078  (m)         2336.21   (f) ADJ UNCH    2 0
 CU0463
 CU0463.Superseded values are not recommended for survey control.
 CU0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0463.See file dsdata.txt to determine how the superseded data were derived.
 CU0463
 CU0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB188215(NAD 83)
 CU0463_MARKER: DB = BENCH MARK DISK
 CU0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0463_SP_SET: CULVERT
 CU0463_STAMPING: A 1181 1961
 CU0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0463
 CU0463  HISTORY     - Date     Condition        Report By
 CU0463  HISTORY     - 1961     MONUMENTED       CGS
 CU0463  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0463
 CU0463                          STATION DESCRIPTION
 CU0463
 CU0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0463'2.0 MI W FROM SNYDER.
 CU0463'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0463'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0463'0.9 MILE WEST ALONG U. S. HIGHWAY 180, 62 FEET SOUTHEAST OF THE CENTER
 CU0463'OF THE JUNCTION OF THE HIGHWAY AND FARM ROAD 1607 LEADING SOUTH, 38
 CU0463'1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 52 FEET EAST OF THE
 CU0463'CENTER LINE OF THE FARM ROAD, SET IN THE CENTER OF THE TOP OF THE
 CU0463'SOUTH CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, AND
 CU0463'ABOUT 10 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 CU0463
 CU0463                          STATION RECOVERY (1982)
 CU0463
 CU0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0463'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0534 ***********************************************************************
 AW0534  DESIGNATION -  A 1182
 AW0534  PID         -  AW0534
 AW0534  STATE/COUNTY-  TX/HARRIS
 AW0534  USGS QUAD   -  ADDICKS (1995)
 AW0534
 AW0534                         *CURRENT SURVEY CONTROL
 AW0534  ___________________________________________________________________
 AW0534* NAD 83(1986)-  29 47 47.     (N)    095 38 41.     (W)     SCALED    
 AW0534* NAVD 88     -        30.25   (+/-2cm)      99.2    (feet)  VERTCON   
 AW0534  ___________________________________________________________________
 AW0534  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW0534
 AW0534  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0534
 AW0534.The horizontal coordinates were scaled from a topographic map and have
 AW0534.an estimated accuracy of +/- 6 seconds.
 AW0534
 AW0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0534.The vertical order pertains to the NGVD 29 superseded value.
 AW0534
 AW0534.The geoid height was determined by GEOID03.
 AW0534
 AW0534;                    North         East    Units  Estimated Accuracy
 AW0534;SPC TXSC     - 4,222,210.      924,320.      MT  (+/- 180 meters Scaled)
 AW0534
 AW0534                          SUPERSEDED SURVEY CONTROL
 AW0534
 AW0534  NGVD 29 (??/??/92)   30.242  (m)           99.22   (f) ADJ UNCH    1 2
 AW0534
 AW0534.Superseded values are not recommended for survey control.
 AW0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0534.See file dsdata.txt to determine how the superseded data were derived.
 AW0534
 AW0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN443991(NAD 83)
 AW0534_MARKER: DB = BENCH MARK DISK
 AW0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0534_SP_SET: BRIDGE
 AW0534_STAMPING: A 1182 1963
 AW0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0534+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW0534
 AW0534  HISTORY     - Date     Condition        Report By
 AW0534  HISTORY     - 1963     MONUMENTED       CGS
 AW0534  HISTORY     - 1973     GOOD             NGS
 AW0534  HISTORY     - 1978     GOOD             NGS
 AW0534  HISTORY     - 1978     GOOD             NGS
 AW0534  HISTORY     - 1985     MARK NOT FOUND   USGS
 AW0534  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0534  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0534  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0534  HISTORY     - 20041118 GOOD             USPSQD
 AW0534
 AW0534                          STATION DESCRIPTION
 AW0534
 AW0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0534'0.75 MI N FROM ADDICKS.
 AW0534'ABOUT 0.75 MILE NORTH ALONG STATE HWY. 6 FROM THE
 AW0534'MISSOURI-KANSAS-TEXAS RAILROAD OVERPASS OVER STATE HWY. 6, 147 FEET
 AW0534'EAST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT WEST OF THE EAST GUARD
 AW0534'RAIL, SET IN THE TOP OF THE NORTH END OF THE EAST STEEL GUARD RAIL
 AW0534'CURB OF A CONCRETE BRIDGE OVER SOUTH MAYDE CREEK, AND ABOUT 0.7 FOOT
 AW0534'ABOVE THE LEVEL OF THE ROAD.
 AW0534
 AW0534                          STATION RECOVERY (1978)
 AW0534
 AW0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0534'RECOVERED IN GOOD CONDITION.
 AW0534
 AW0534                          STATION RECOVERY (1978)
 AW0534
 AW0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0534'RECOVERED IN GOOD CONDITION.
 AW0534
 AW0534                          STATION RECOVERY (1985)
 AW0534
 AW0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 AW0534'MARK NOT FOUND.
 AW0534
 AW0534                          STATION RECOVERY (1986)
 AW0534
 AW0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0534'THERE IS A NEW BRIDGE AT THIS LOCATION.
 AW0534
 AW0534                          STATION RECOVERY (1987)
 AW0534
 AW0534'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0534'MARK NOT FOUND.
 AW0534
 AW0534                          STATION RECOVERY (1989)
 AW0534
 AW0534'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0534'MARK NOT FOUND.
 AW0534
 AW0534                          STATION RECOVERY (2004)
 AW0534
 AW0534'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0369 ***********************************************************************
 BL0369  DESIGNATION -  A 1183
 BL0369  PID         -  BL0369
 BL0369  STATE/COUNTY-  TX/LIBERTY
 BL0369  USGS QUAD   -  DAYTON (1984)
 BL0369
 BL0369                         *CURRENT SURVEY CONTROL
 BL0369  ___________________________________________________________________
 BL0369* NAD 83(1986)-  30 02 59.     (N)    094 52 45.     (W)     SCALED    
 BL0369* NAVD 88     -         6.676  (meters)      21.90   (feet)  ADJUSTED  
 BL0369  ___________________________________________________________________
 BL0369  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0369  DYNAMIC HT  -           6.667 (meters)      21.87  (feet)  COMP
 BL0369  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 BL0369
 BL0369  VERT ORDER  -  FIRST     CLASS I
 BL0369
 BL0369.The horizontal coordinates were scaled from a topographic map and have
 BL0369.an estimated accuracy of +/- 6 seconds.
 BL0369
 BL0369.The orthometric height was determined by differential leveling
 BL0369.and adjusted by the National Geodetic Survey in June 1991..
 BL0369
 BL0369.The geoid height was determined by GEOID03.
 BL0369
 BL0369.The dynamic height is computed by dividing the NAVD 88
 BL0369.geopotential number by the normal gravity value computed on the
 BL0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0369.degrees latitude (g = 980.6199 gals.).
 BL0369
 BL0369.The modeled gravity was interpolated from observed gravity values.
 BL0369
 BL0369;                    North         East    Units  Estimated Accuracy
 BL0369;SPC TX C     - 3,055,360.    1,225,790.      MT  (+/- 180 meters Scaled)
 BL0369
 BL0369                          SUPERSEDED SURVEY CONTROL
 BL0369
 BL0369  NGVD 29 (12/23/87)    6.678  (m)           21.91   (f) ADJUSTED    1 1
 BL0369
 BL0369.Superseded values are not recommended for survey control.
 BL0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0369.See file dsdata.txt to determine how the superseded data were derived.
 BL0369
 BL0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP188257(NAD 83)
 BL0369_MARKER: DB = BENCH MARK DISK
 BL0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0369_SP_SET: CONCRETE POST
 BL0369_STAMPING: A 1183 1963
 BL0369_MARK LOGO: CGS   
 BL0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0369+STABILITY: SURFACE MOTION
 BL0369
 BL0369  HISTORY     - Date     Condition        Report By
 BL0369  HISTORY     - 1963     MONUMENTED       CGS
 BL0369  HISTORY     - 1972     GOOD             NGS
 BL0369  HISTORY     - 1987     GOOD             NGS
 BL0369  HISTORY     - 1988     GOOD             USPSQD
 BL0369  HISTORY     - 1989     GOOD             USPSQD
 BL0369  HISTORY     - 1990     GOOD             USPSQD
 BL0369  HISTORY     - 19960413 GOOD             USPSQD
 BL0369  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0369  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL0369
 BL0369                          STATION DESCRIPTION
 BL0369
 BL0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0369'0.75 MI NE FROM DAYTON.
 BL0369'ABOUT 0.75 MILE NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE HIGH SCHOOL
 BL0369'AT DAYTON, ABOUT 0.7 MILE WEST OF THE WEST END OF THE HIGHWAY BRIDGE
 BL0369'OVER LINNEY CREEK, ON THE EAST SLOPE AND AT THE FOOT OF A HILL, 99
 BL0369'FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY,
 BL0369'ABOUT 165 YARDS EAST OF THE JUNCTION OF A DRIVE LEADING SOUTH TO A
 BL0369'LARGE TWO-STORIED WHITE FRAME HOUSE ON THE TOP OF HILL, 17 FEET WEST
 BL0369'OF A FENCE CORNER POST, 2 FEET NORTH OF THE FENCE LINE, 2 FEET EAST OF
 BL0369'A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 BL0369'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 BL0369
 BL0369                          STATION RECOVERY (1987)
 BL0369
 BL0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0369'RECOVERED IN GOOD CONDITION.
 BL0369
 BL0369                          STATION RECOVERY (1988)
 BL0369
 BL0369'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0369'RECOVERED IN GOOD CONDITION.
 BL0369
 BL0369                          STATION RECOVERY (1989)
 BL0369
 BL0369'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0369'RECOVERED IN GOOD CONDITION.
 BL0369
 BL0369                          STATION RECOVERY (1990)
 BL0369
 BL0369'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0369'RECOVERED IN GOOD CONDITION.
 BL0369
 BL0369                          STATION RECOVERY (1996)
 BL0369
 BL0369'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0369'RECOVERED IN GOOD CONDITION.
 BL0369
 BL0369                          STATION RECOVERY (2004)
 BL0369
 BL0369'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0369'NEW HIGHWAY 90 WIDENED .
 BL0369
 BL0369                          STATION RECOVERY (2005)
 BL0369
 BL0369'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0416 ***********************************************************************
 BL0416  DESIGNATION -  A 1184
 BL0416  PID         -  BL0416
 BL0416  STATE/COUNTY-  TX/LIBERTY
 BL0416  USGS QUAD   -  DAISETTA (1984)
 BL0416
 BL0416                         *CURRENT SURVEY CONTROL
 BL0416  ___________________________________________________________________
 BL0416* NAD 83(1986)-  30 02 07.     (N)    094 37 47.     (W)     SCALED    
 BL0416* NAVD 88     -        18.062  (meters)      59.26   (feet)  ADJUSTED  
 BL0416  ___________________________________________________________________
 BL0416  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0416  DYNAMIC HT  -          18.038 (meters)      59.18  (feet)  COMP
 BL0416  MODELED GRAV-     979,305.2   (mgal)                       NAVD 88
 BL0416
 BL0416  VERT ORDER  -  FIRST     CLASS I
 BL0416
 BL0416.The horizontal coordinates were scaled from a topographic map and have
 BL0416.an estimated accuracy of +/- 6 seconds.
 BL0416
 BL0416.The orthometric height was determined by differential leveling
 BL0416.and adjusted by the National Geodetic Survey in June 1991..
 BL0416
 BL0416.The geoid height was determined by GEOID03.
 BL0416
 BL0416.The dynamic height is computed by dividing the NAVD 88
 BL0416.geopotential number by the normal gravity value computed on the
 BL0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0416.degrees latitude (g = 980.6199 gals.).
 BL0416
 BL0416.The modeled gravity was interpolated from observed gravity values.
 BL0416
 BL0416;                    North         East    Units  Estimated Accuracy
 BL0416;SPC TX C     - 3,054,960.    1,249,900.      MT  (+/- 180 meters Scaled)
 BL0416
 BL0416                          SUPERSEDED SURVEY CONTROL
 BL0416
 BL0416  NGVD 29 (12/23/87)   18.067  (m)           59.27   (f) ADJUSTED    1 1
 BL0416
 BL0416.Superseded values are not recommended for survey control.
 BL0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0416.See file dsdata.txt to determine how the superseded data were derived.
 BL0416
 BL0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP428238(NAD 83)
 BL0416_MARKER: DB = BENCH MARK DISK
 BL0416_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL0416_SP_SET: BRIDGE WINGWALL
 BL0416_STAMPING: A 1184 1963
 BL0416_MARK LOGO: CGS   
 BL0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0416+STABILITY: SURFACE MOTION
 BL0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0416+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL0416
 BL0416  HISTORY     - Date     Condition        Report By
 BL0416  HISTORY     - 1963     MONUMENTED       CGS
 BL0416  HISTORY     - 1972     GOOD             NGS
 BL0416  HISTORY     - 1987     GOOD             NGS
 BL0416  HISTORY     - 1988     GOOD             USPSQD
 BL0416  HISTORY     - 19950817 GOOD             USPSQD
 BL0416  HISTORY     - 20041004 GOOD             USPSQD
 BL0416
 BL0416                          STATION DESCRIPTION
 BL0416
 BL0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0416'2.4 MI W FROM DEVERS.
 BL0416'ABOUT 2.4 MILES WEST ALONG US HIGHWAY 90 FROM THE SCHOOL, ALSO 2.6
 BL0416'MILES EAST ALONG US HIGHWAY 90 FROM THE POST OFFICE AT RAYWOOD, SET IN
 BL0416'THE TOP OF THE WINGWALL AT THE NORTHWEST CORNER OF A 35-FOOT CONCRETE
 BL0416'BRIDGE OVER A SMALL STREAM, 22.6 FEET NORTH OF THE CENTER LINE OF THE
 BL0416'HIGHWAY, 3 FEET EAST OF THE WEST END OF THE WINGWALL AND ABOUT LEVEL
 BL0416'WITH THE HIGHWAY.
 BL0416
 BL0416                          STATION RECOVERY (1987)
 BL0416
 BL0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0416'RECOVERED IN GOOD CONDITION.
 BL0416
 BL0416                          STATION RECOVERY (1988)
 BL0416
 BL0416'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0416'RECOVERED IN GOOD CONDITION.
 BL0416
 BL0416                          STATION RECOVERY (1995)
 BL0416
 BL0416'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0416'RECOVERED IN GOOD CONDITION.
 BL0416
 BL0416                          STATION RECOVERY (2004)
 BL0416
 BL0416'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1042 ***********************************************************************
 AW1042  DESIGNATION -  A 1186
 AW1042  PID         -  AW1042
 AW1042  STATE/COUNTY-  TX/GALVESTON
 AW1042  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1042
 AW1042                         *CURRENT SURVEY CONTROL
 AW1042  ___________________________________________________________________
 AW1042* NAD 83(1986)-  29 19 22.     (N)    094 55 22.     (W)     SCALED    
 AW1042* NAVD 88     -         1.214  (meters)       3.98   (feet)  ADJUSTED  
 AW1042  ___________________________________________________________________
 AW1042  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW1042  DYNAMIC HT  -           1.213 (meters)       3.98  (feet)  COMP
 AW1042  MODELED GRAV-     979,263.5   (mgal)                       NAVD 88
 AW1042  OBS GRAVITY -     979,259.7   (mgal)                       GRAV_OBS
 AW1042
 AW1042  VERT ORDER  -  FIRST     CLASS II
 AW1042
 AW1042.The horizontal coordinates were scaled from a topographic map and have
 AW1042.an estimated accuracy of +/- 6 seconds.
 AW1042
 AW1042.The orthometric height was determined by differential leveling
 AW1042.and adjusted by the National Geodetic Survey in March 1997..
 AW1042
 AW1042.The geoid height was determined by GEOID03.
 AW1042
 AW1042.The dynamic height is computed by dividing the NAVD 88
 AW1042.geopotential number by the normal gravity value computed on the
 AW1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1042.degrees latitude (g = 980.6199 gals.).
 AW1042
 AW1042.The modeled gravity was interpolated from observed gravity values.
 AW1042.The observed gravity was obtained from relative gravimeter ties
 AW1042.to the IGSN71 gravity network.
 AW1042
 AW1042;                    North         East    Units  Estimated Accuracy
 AW1042;SPC TXSC     - 4,171,970.      995,910.      MT  (+/- 180 meters Scaled)
 AW1042
 AW1042                          SUPERSEDED SURVEY CONTROL
 AW1042
 AW1042  NAVD 88 (06/15/91)    1.212  (m)            3.98   (f) UNKNOWN     1 1
 AW1042  NGVD 29 (12/23/87)    1.209  (m)            3.97   (f) ADJUSTED    1 1
 AW1042
 AW1042.Superseded values are not recommended for survey control.
 AW1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1042.See file dsdata.txt to determine how the superseded data were derived.
 AW1042
 AW1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN132452(NAD 83)
 AW1042_MARKER: DB = BENCH MARK DISK
 AW1042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1042_SP_SET: CULVERT HEADWALL
 AW1042_STAMPING: A 1186 1964
 AW1042_MARK LOGO: CGS   
 AW1042_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1042+STABILITY: SURFACE MOTION
 AW1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW1042+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1996
 AW1042
 AW1042  HISTORY     - Date     Condition        Report By
 AW1042  HISTORY     - 1964     MONUMENTED       CGS
 AW1042  HISTORY     - 1973     GOOD             NGS
 AW1042  HISTORY     - 1976     GOOD             NGS
 AW1042  HISTORY     - 1976     GOOD             NGS
 AW1042  HISTORY     - 1978     GOOD             NGS
 AW1042  HISTORY     - 1983     GOOD             NGS
 AW1042  HISTORY     - 1987     GOOD             NGS
 AW1042  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1042  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1042  HISTORY     - 19940326 GOOD             USPSQD
 AW1042  HISTORY     - 19961204 GOOD             NGS
 AW1042  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW1042
 AW1042                          STATION DESCRIPTION
 AW1042
 AW1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1042'1.9 MI NW FROM VIRGINIA POINT.
 AW1042'0.5 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AW1042'THE SIGNAL STATION AT VIRGINIA POINT, THENCE 1.4 MILES NORTHWEST ALONG
 AW1042'INTERSTATE HIGHWAY 45, ALSO 5.00 MILES SOUTHEAST OF LA MARQUE, SET IN
 AW1042'THE TOP AND 2.1 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 AW1042'CONCRETE HEADWALL OF A DOUBLE CHANNEL CULVERT UNDER THE HIGHWAY, 14
 AW1042'1/2 FEET NORTHEAST OF THE CENTER LINE OF THE FRONTAGE ROAD, AND ABOUT
 AW1042'LEVEL WITH THE ROAD.
 AW1042
 AW1042                          STATION RECOVERY (1976)
 AW1042
 AW1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1042'RECOVERED IN GOOD CONDITION.
 AW1042
 AW1042                          STATION RECOVERY (1976)
 AW1042
 AW1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1042'RECOVERED IN GOOD CONDITION.
 AW1042
 AW1042                          STATION RECOVERY (1978)
 AW1042
 AW1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1042'RECOVERED IN GOOD CONDITION.
 AW1042
 AW1042                          STATION RECOVERY (1983)
 AW1042
 AW1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1042'RECOVERED IN GOOD CONDITION.
 AW1042
 AW1042                          STATION RECOVERY (1987)
 AW1042
 AW1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1042'RECOVERED IN GOOD CONDITION.
 AW1042
 AW1042                          STATION RECOVERY (1988)
 AW1042
 AW1042'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1042'MARK NOT FOUND.
 AW1042
 AW1042                          STATION RECOVERY (1988)
 AW1042
 AW1042'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1042'MARK NOT FOUND.
 AW1042
 AW1042                          STATION RECOVERY (1994)
 AW1042
 AW1042'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1042'RECOVERED IN GOOD CONDITION.
 AW1042
 AW1042                          STATION RECOVERY (1996)
 AW1042
 AW1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1042'2.0 M (6.6 FT) SOUTHERLY ALONG STATE HIGHWAY 3 AND AN INTERSTATE
 AW1042'HIGHWAY 45 SERVICE ROAD FROM THE JUNCTION OF STATE HIGHWAY LOOP 197 IN
 AW1042'LA MARQUE, IN TOP OF AND 0.6 M (2.0 FT) SOUTHEAST OF THE NORTHWEST END
 AW1042'OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE SERVICE
 AW1042'ROAD, AND 4.4 M (14.4 FT) NORTHEAST OF AND LEVEL WITH THE ROAD CENTER.
 AW1042
 AW1042                          STATION RECOVERY (2005)
 AW1042
 AW1042'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1042'NEW BRIDGE THE ROAD HAS BEEN WIDENED BY 8 FEET. THE MARK IS CONSIDERED
 AW1042'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1596 ***********************************************************************
 AW1596  DESIGNATION -  A 1187
 AW1596  PID         -  AW1596
 AW1596  STATE/COUNTY-  TX/GALVESTON
 AW1596  USGS QUAD   -  BACLIFF (1993)
 AW1596
 AW1596                         *CURRENT SURVEY CONTROL
 AW1596  ___________________________________________________________________
 AW1596* NAD 83(1986)-  29 30 14.     (N)    094 57 15.     (W)     SCALED    
 AW1596* NAVD 88     -         4.361  (meters)      14.31   (feet)  ADJUSTED  
 AW1596  ___________________________________________________________________
 AW1596  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW1596  DYNAMIC HT  -           4.355 (meters)      14.29  (feet)  COMP
 AW1596  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 AW1596  OBS GRAVITY -     979,275.9   (mgal)                       GRAV_OBS
 AW1596
 AW1596  VERT ORDER  -  FIRST     CLASS II
 AW1596
 AW1596.The horizontal coordinates were scaled from a topographic map and have
 AW1596.an estimated accuracy of +/- 6 seconds.
 AW1596
 AW1596.The orthometric height was determined by differential leveling
 AW1596.and adjusted by the National Geodetic Survey in June 1991..
 AW1596
 AW1596.The geoid height was determined by GEOID03.
 AW1596
 AW1596.The dynamic height is computed by dividing the NAVD 88
 AW1596.geopotential number by the normal gravity value computed on the
 AW1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1596.degrees latitude (g = 980.6199 gals.).
 AW1596
 AW1596.The modeled gravity was interpolated from observed gravity values.
 AW1596.The observed gravity was obtained from relative gravimeter ties
 AW1596.to the IGSN71 gravity network.
 AW1596
 AW1596;                    North         East    Units  Estimated Accuracy
 AW1596;SPC TXSC     - 4,191,930.      992,160.      MT  (+/- 180 meters Scaled)
 AW1596
 AW1596                          SUPERSEDED SURVEY CONTROL
 AW1596
 AW1596  NGVD 29 (12/23/87)    4.358  (m)           14.30   (f) ADJUSTED    1 2
 AW1596
 AW1596.Superseded values are not recommended for survey control.
 AW1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1596.See file dsdata.txt to determine how the superseded data were derived.
 AW1596
 AW1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN105654(NAD 83)
 AW1596_MARKER: DB = BENCH MARK DISK
 AW1596_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1596_SP_SET: COPPER-CLAD STEEL ROD
 AW1596_STAMPING: A 1187 1964
 AW1596_MARK LOGO: CGS   
 AW1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1596+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 AW1596
 AW1596  HISTORY     - Date     Condition        Report By
 AW1596  HISTORY     - 1964     MONUMENTED       CGS
 AW1596  HISTORY     - 1973     GOOD             NGS
 AW1596  HISTORY     - 1978     GOOD             NGS
 AW1596  HISTORY     - 1987     POOR             USPSQD
 AW1596  HISTORY     - 1987     POOR             USPSQD
 AW1596  HISTORY     - 1987     POOR             USPSQD
 AW1596  HISTORY     - 1987     POOR             NGS
 AW1596  HISTORY     - 1988     POOR             USPSQD
 AW1596  HISTORY     - 1988     POOR             USPSQD
 AW1596  HISTORY     - 1988     GOOD             USPSQD
 AW1596  HISTORY     - 1988     GOOD             USPSQD
 AW1596  HISTORY     - 1988     GOOD             USPSQD
 AW1596  HISTORY     - 1988     POOR             USPSQD
 AW1596  HISTORY     - 1988     GOOD             USPSQD
 AW1596  HISTORY     - 1988     GOOD             USPSQD
 AW1596  HISTORY     - 1988     GOOD             USPSQD
 AW1596  HISTORY     - 1988     GOOD             USPSQD
 AW1596  HISTORY     - 1988     GOOD             USPSQD
 AW1596  HISTORY     - 1988     GOOD             USPSQD
 AW1596  HISTORY     - 1989     POOR             USPSQD
 AW1596  HISTORY     - 1989     POOR             USPSQD
 AW1596  HISTORY     - 1990     GOOD             USPSQD
 AW1596  HISTORY     - 1991     GOOD             USPSQD
 AW1596  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1596  HISTORY     - 20040611 GOOD             USPSQD
 AW1596  HISTORY     - 20050630 GOOD             USPSQD
 AW1596
 AW1596                          STATION DESCRIPTION
 AW1596
 AW1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1596'1.85 MI W FROM SAN LEON.
 AW1596'1.85 MILES WEST ALONG FARM ROAD 517 FROM THE POST OFFICE AT SAN LEON,
 AW1596'61.0 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION WITH A PAVED
 AW1596'ROAD, 104.0 FEET NORTH AND ACROSS THE ROAD FROM A FENCE CORNER POST,
 AW1596'51.0 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 27.0 FEET
 AW1596'SOUTHWEST OF A FENCE, 4.0 FEET NORTH OF A TELEPHONE POLE, 1.2 FEET
 AW1596'WEST OF A WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 AW1596'ROD DRIVEN TO A DEPTH OF 40 FEET.  THE UPPER PORTION OF THE ROD IS
 AW1596'ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING 4-INCHES ABOVE THE
 AW1596'GROUND.
 AW1596
 AW1596                          STATION RECOVERY (1978)
 AW1596
 AW1596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1596'NOTE=THE MARK HAS BEEN CUT AROUND THE EDGE BY MOWERS BUT THE
 AW1596'ROD IS STILL SOLID AND READABLE.
 AW1596
 AW1596                          STATION RECOVERY (1987)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1596'MARK RECOVERED IN POOR CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1987)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW1596'MARK RECOVERED IN POOR CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1987)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1596'MARK RECOVERED IN POOR CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1987)
 AW1596
 AW1596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1596'RECOVERED IN POOR CONDITION, THE DISK HAS BEEN STRUCK BY A MOWER AND
 AW1596'SHOULD BE USED WITH CAUTION.
 AW1596
 AW1596                          STATION RECOVERY (1988)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1596'MARK RECOVERED IN POOR CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1988)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1596'MARK RECOVERED IN POOR CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1988)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1596'RECOVERED IN GOOD CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1988)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1596'RECOVERED IN GOOD CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1988)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1596'RECOVERED IN GOOD CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1988)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1596'MARK RECOVERED IN POOR CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1988)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1596'RECOVERED IN GOOD CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1988)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1596'RECOVERED IN GOOD CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1988)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1596'RECOVERED IN GOOD CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1988)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1596'RECOVERED IN GOOD CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1988)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1596'RECOVERED IN GOOD CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1988)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1596'RECOVERED IN GOOD CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1989)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1596'MARK RECOVERED IN POOR CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1989)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1596'MARK RECOVERED IN POOR CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1990)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1596'RECOVERED IN GOOD CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1991)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1596'RECOVERED IN GOOD CONDITION.
 AW1596
 AW1596                          STATION RECOVERY (1994)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1596'MARK NOT FOUND.
 AW1596
 AW1596                          STATION RECOVERY (2004)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1596'GO TO N29 30 12.8 W094 57 14.4. THE MARK IS 52 FEET NORTH OF THE
 AW1596'CENTERLINE OF FM 646, AND 55 FEET EAST OF THE CENTERLINE FO PARK ROAD.
 AW1596'LOCATED AT THE JUNCTION OF FM 646 AND 27TH STREET.  THE MARK IS 1 FOOT
 AW1596'EAST OF A METAL WITNESS POST. IT IS 1 FOOT SOUTH OF A WOOD STAKE WITH
 AW1596'ORANGE TAPE. IT IS 2 FEET NORTH OF A TELEPHONE POLE.
 AW1596
 AW1596                          STATION RECOVERY (2005)
 AW1596
 AW1596'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1596'GO TO N29 30 12.8  W094 57 14.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1283 ***********************************************************************
 AW1283  DESIGNATION -  A 1188
 AW1283  PID         -  AW1283
 AW1283  STATE/COUNTY-  TX/HARRIS
 AW1283  USGS QUAD   -  LA PORTE (1982)
 AW1283
 AW1283                         *CURRENT SURVEY CONTROL
 AW1283  ___________________________________________________________________
 AW1283* NAD 83(1986)-  29 39 50.     (N)    095 06 20.     (W)     SCALED    
 AW1283* NAVD 88     -         8.35   (+/-2cm)      27.4    (feet)  VERTCON   
 AW1283  ___________________________________________________________________
 AW1283  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1283
 AW1283  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1283
 AW1283.The horizontal coordinates were scaled from a topographic map and have
 AW1283.an estimated accuracy of +/- 6 seconds.
 AW1283
 AW1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1283.The vertical order pertains to the NGVD 29 superseded value.
 AW1283
 AW1283.The geoid height was determined by GEOID03.
 AW1283
 AW1283;                    North         East    Units  Estimated Accuracy
 AW1283;SPC TXSC     - 4,209,150.      976,910.      MT  (+/- 180 meters Scaled)
 AW1283
 AW1283                          SUPERSEDED SURVEY CONTROL
 AW1283
 AW1283  NGVD 29 (??/??/92)    8.345  (m)           27.38   (f) ADJ UNCH    1 2
 AW1283
 AW1283.Superseded values are not recommended for survey control.
 AW1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1283.See file dsdata.txt to determine how the superseded data were derived.
 AW1283
 AW1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN962833(NAD 83)
 AW1283_MARKER: DB = BENCH MARK DISK
 AW1283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1283_SP_SET: ABUTMENT
 AW1283_STAMPING: A 1188 1964
 AW1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1283
 AW1283  HISTORY     - Date     Condition        Report By
 AW1283  HISTORY     - 1964     MONUMENTED       CGS
 AW1283  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1283  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1283  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1283  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1283  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1283  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1283  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1283  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1283  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1283  HISTORY     - 1989     GOOD             USPSQD
 AW1283  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1283  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1283  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1283  HISTORY     - 19910202 MARK NOT FOUND   USPSQD
 AW1283  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1283
 AW1283                          STATION DESCRIPTION
 AW1283
 AW1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW1283'5.55 MI NW FROM LA PORTE.
 AW1283'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW1283'ELEMENTARY SCHOOL AT LA PORTE, THENCE 4.4 MILES WEST ALONG THE SPENCER
 AW1283'HIGHWAY, AT A NEW CONCRETE HIGHWAY BRIDGE NEAR THE SOUTHEAST CORNER OF
 AW1283'THE GRANDVIEW MEMORIAL PARK, 16 FEET SOUTH OF THE CENTER LINE OF THE
 AW1283'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT
 AW1283'OF THE CONCRETE BRIDGE, AND ABOUT 8 INCHES ABOVE THE LEVEL OF THE
 AW1283'HIGHWAY.
 AW1283
 AW1283                          STATION RECOVERY (1978)
 AW1283
 AW1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1283'NOT RECOVERED.  NOTE=BRIDGE WAS REBUILT IN 1967.
 AW1283
 AW1283                          STATION RECOVERY (1987)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1283'MARK NOT FOUND.
 AW1283
 AW1283                          STATION RECOVERY (1988)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1283'MARK NOT FOUND.
 AW1283
 AW1283                          STATION RECOVERY (1988)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1283'MARK NOT FOUND.
 AW1283
 AW1283                          STATION RECOVERY (1988)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1283'MARK NOT FOUND.
 AW1283
 AW1283                          STATION RECOVERY (1988)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1283'MARK NOT FOUND.
 AW1283
 AW1283                          STATION RECOVERY (1988)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1283'MARK NOT FOUND.
 AW1283
 AW1283                          STATION RECOVERY (1988)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1283'MARK NOT FOUND.
 AW1283
 AW1283                          STATION RECOVERY (1988)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1283'MARK NOT FOUND.
 AW1283
 AW1283                          STATION RECOVERY (1989)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1283'RECOVERED IN GOOD CONDITION.
 AW1283
 AW1283                          STATION RECOVERY (1989)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1283'MARK NOT FOUND.
 AW1283
 AW1283                          STATION RECOVERY (1989)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1283'MARK NOT FOUND.
 AW1283
 AW1283                          STATION RECOVERY (1989)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1283'MARK NOT FOUND.
 AW1283
 AW1283                          STATION RECOVERY (1991)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1283'MARK NOT FOUND.
 AW1283
 AW1283                          STATION RECOVERY (1994)
 AW1283
 AW1283'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1266 ***********************************************************************
 AW1266  DESIGNATION -  A 1189
 AW1266  PID         -  AW1266
 AW1266  STATE/COUNTY-  TX/HARRIS
 AW1266  USGS QUAD   -  LA PORTE (1982)
 AW1266
 AW1266                         *CURRENT SURVEY CONTROL
 AW1266  ___________________________________________________________________
 AW1266* NAD 83(1986)-  29 39 03.     (N)    095 07 17.     (W)     SCALED    
 AW1266* NAVD 88     -         7.375  (meters)      24.20   (feet)  ADJUSTED  
 AW1266  ___________________________________________________________________
 AW1266  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW1266  DYNAMIC HT  -           7.365 (meters)      24.16  (feet)  COMP
 AW1266  MODELED GRAV-     979,278.8   (mgal)                       NAVD 88
 AW1266
 AW1266  VERT ORDER  -  FIRST     CLASS II
 AW1266
 AW1266.The horizontal coordinates were scaled from a topographic map and have
 AW1266.an estimated accuracy of +/- 6 seconds.
 AW1266
 AW1266.The orthometric height was determined by differential leveling
 AW1266.and adjusted by the National Geodetic Survey in June 1991..
 AW1266
 AW1266.The geoid height was determined by GEOID03.
 AW1266
 AW1266.The dynamic height is computed by dividing the NAVD 88
 AW1266.geopotential number by the normal gravity value computed on the
 AW1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1266.degrees latitude (g = 980.6199 gals.).
 AW1266
 AW1266.The modeled gravity was interpolated from observed gravity values.
 AW1266
 AW1266;                    North         East    Units  Estimated Accuracy
 AW1266;SPC TXSC     - 4,207,650.      975,420.      MT  (+/- 180 meters Scaled)
 AW1266
 AW1266                          SUPERSEDED SURVEY CONTROL
 AW1266
 AW1266  NGVD 29 (12/23/87)    7.372  (m)           24.19   (f) ADJUSTED    1 2
 AW1266
 AW1266.Superseded values are not recommended for survey control.
 AW1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1266.See file dsdata.txt to determine how the superseded data were derived.
 AW1266
 AW1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN946819(NAD 83)
 AW1266_MARKER: DB = BENCH MARK DISK
 AW1266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1266_SP_SET: SHALLOW-SET PIPE
 AW1266_STAMPING: A 1189 1964
 AW1266_MARK LOGO: CGS   
 AW1266_PROJECTION: PROJECTING 15 CENTIMETERS
 AW1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1266_ROD/PIPE-DEPTH: 1.4  meters
 AW1266
 AW1266  HISTORY     - Date     Condition        Report By
 AW1266  HISTORY     - 1964     MONUMENTED       CGS
 AW1266  HISTORY     - 1978     GOOD             DOD
 AW1266  HISTORY     - 1978     GOOD             NGS
 AW1266  HISTORY     - 1986     GOOD             NGS
 AW1266  HISTORY     - 1989     GOOD             USPSQD
 AW1266  HISTORY     - 1989     GOOD             USPSQD
 AW1266  HISTORY     - 1989     GOOD             USPSQD
 AW1266  HISTORY     - 1989     GOOD             USPSQD
 AW1266  HISTORY     - 1990     GOOD             USPSQD
 AW1266  HISTORY     - 1990     GOOD             USPSQD
 AW1266  HISTORY     - 19940423 GOOD             USPSQD
 AW1266  HISTORY     - 19991113 POOR             USPSQD
 AW1266  HISTORY     - 20010331 POOR             NGS
 AW1266  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW1266  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1266
 AW1266                          STATION DESCRIPTION
 AW1266
 AW1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW1266'7.2 MI SE FROM DUMONT (S.HOUSTON).
 AW1266'ABOUT 6.1 MILES EAST ALONG THE SPENCER HIGHWAY FROM THE GALVESTON,
 AW1266'HOUSTON AND HENDERSON RAILROAD STATION AT DUMONT OR SOUTH HOUSTON,
 AW1266'THENCE 1.1 MILES SOUTHEAST ALONG RED BLUFF ROAD, AT THE JUNCTION OF A
 AW1266'NEW HIGHWAY WHICH IS NOW UNDER CONSTRUCTION, 126 FEET NORTHEAST OF THE
 AW1266'CENTER LINE OF RED BLUFF ROAD, 65 FEET NORTH OF THE CENTER LINE OF THE
 AW1266'MOST NORTHERLY LANE OF THE NEW ROAD, 132 1/2 FEET NORTH OF A POWER
 AW1266'POLE BETWEEN THE LANES OF THE NEW ROAD, 15 1/2 FEET SOUTHWEST OF THE
 AW1266'CENTER OF A PASTURE GATE, 1 1/2 FEET SOUTHEAST OF A FENCE, 1.5 FEET
 AW1266'SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF AN 8-INCH STEEL
 AW1266'PIPE FILLED WITH CONCRETE AND PROJECTING 6 INCHES.  NOTE-- THIS BENCH
 AW1266'MARK IS 0.8 MILE NORTHWEST OF BENCH MARK X 1138 1958 WHICH IS
 AW1266'DESCRIBED FROM GENOA.
 AW1266
 AW1266                          STATION RECOVERY (1978)
 AW1266
 AW1266'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1266'RECOVERED IN GOOD CONDITION.
 AW1266
 AW1266                          STATION RECOVERY (1978)
 AW1266
 AW1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1266'RECOVERED IN GOOD CONDITION.
 AW1266
 AW1266                          STATION RECOVERY (1986)
 AW1266
 AW1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1266'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  9.8 KM (6.1 MI)
 AW1266'EAST ALONG SPENCER HIGHWAY FROM THE JUNCTION OF STATE HIGHWAY 3 IN
 AW1266'SOUTH HOUSTON TO THE INTERSECTION OF RED BLUFF ROAD, THENCE 1.8 KM
 AW1266'(1.1 MI) SOUTHEAST ALONG RED BLUFF ROAD TO THE INTERSECTION OF
 AW1266'FAIRMONT PARKWAY AND THE MARK ON THE LEFT, ON THE EAST SIDE OF THE
 AW1266'NORTHWESTBOUND LANES OF RED BLUFF ROAD, 17.25 METERS (56.6 FT)
 AW1266'NORTH-NORTHWEST OF A SET OF TRAFFIC SIGNALS AT THE NORTHEAST CORNER OF
 AW1266'THE INTERSECTION, 11.12 METERS (36.5 FT) NORTHEAST OF THE EAST CURB OF
 AW1266'RED BLUFF ROAD, 10.48 METERS (34.4 FT) SOUTHEAST OF A GAS PIPELINE
 AW1266'WITH A ROUND WARNING SIGN ATTACHED, 9.45 METERS (31.0 FT) SOUTHEAST OF
 AW1266'A UTILITY POLE.
 AW1266'THE MARK IS 0.42 METERS  SSW FROM  A WITNESS POST
 AW1266'THE MARK IS 0.30 M ABOVE RED BLUFF ROAD.
 AW1266
 AW1266                          STATION RECOVERY (1989)
 AW1266
 AW1266'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1266'RECOVERED IN GOOD CONDITION.
 AW1266
 AW1266                          STATION RECOVERY (1989)
 AW1266
 AW1266'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1266'RECOVERED IN GOOD CONDITION.
 AW1266
 AW1266                          STATION RECOVERY (1989)
 AW1266
 AW1266'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1266'RECOVERED IN GOOD CONDITION.
 AW1266
 AW1266                          STATION RECOVERY (1989)
 AW1266
 AW1266'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1266'RECOVERED IN GOOD CONDITION.
 AW1266
 AW1266                          STATION RECOVERY (1990)
 AW1266
 AW1266'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1266'RECOVERED IN GOOD CONDITION.
 AW1266
 AW1266                          STATION RECOVERY (1990)
 AW1266
 AW1266'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1266'RECOVERED IN GOOD CONDITION.
 AW1266
 AW1266                          STATION RECOVERY (1994)
 AW1266
 AW1266'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1266'RECOVERED IN GOOD CONDITION.
 AW1266
 AW1266                          STATION RECOVERY (1999)
 AW1266
 AW1266'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1266'MARK RECOVERED IN POOR CONDITION.
 AW1266
 AW1266                          STATION RECOVERY (2001)
 AW1266
 AW1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1266'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1266
 AW1266                          STATION RECOVERY (2004)
 AW1266
 AW1266'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1266'MARK NOT FOUND.
 AW1266
 AW1266                          STATION RECOVERY (2005)
 AW1266
 AW1266'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0022 ***********************************************************************
 BN0022  DESIGNATION -  A 119
 BN0022  PID         -  BN0022
 BN0022  STATE/COUNTY-  TX/BURNET
 BN0022  USGS QUAD   -  BURNET (1967)
 BN0022
 BN0022                         *CURRENT SURVEY CONTROL
 BN0022  ___________________________________________________________________
 BN0022* NAD 83(1986)-  30 45 25.     (N)    098 13 36.     (W)     SCALED    
 BN0022* NAVD 88     -       394.830  (meters)    1295.37   (feet)  ADJUSTED  
 BN0022  ___________________________________________________________________
 BN0022  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 BN0022  DYNAMIC HT  -         394.298 (meters)    1293.63  (feet)  COMP
 BN0022  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 BN0022
 BN0022  VERT ORDER  -  SECOND    CLASS 0
 BN0022
 BN0022.The horizontal coordinates were scaled from a topographic map and have
 BN0022.an estimated accuracy of +/- 6 seconds.
 BN0022
 BN0022.The orthometric height was determined by differential leveling
 BN0022.and adjusted by the National Geodetic Survey in June 1991..
 BN0022
 BN0022.The geoid height was determined by GEOID03.
 BN0022
 BN0022.The dynamic height is computed by dividing the NAVD 88
 BN0022.geopotential number by the normal gravity value computed on the
 BN0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0022.degrees latitude (g = 980.6199 gals.).
 BN0022
 BN0022.The modeled gravity was interpolated from observed gravity values.
 BN0022
 BN0022;                    North         East    Units  Estimated Accuracy
 BN0022;SPC TX C     - 3,122,770.      901,670.      MT  (+/- 180 meters Scaled)
 BN0022
 BN0022                          SUPERSEDED SURVEY CONTROL
 BN0022
 BN0022  NGVD 29 (??/??/92)  394.746  (m)         1295.10   (f) ADJ UNCH    2 0
 BN0022
 BN0022.Superseded values are not recommended for survey control.
 BN0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0022.See file dsdata.txt to determine how the superseded data were derived.
 BN0022
 BN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV740029(NAD 83)
 BN0022_MARKER: DB = BENCH MARK DISK
 BN0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0022_SP_SET: BUILDING
 BN0022_STAMPING: A 119 1933
 BN0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0022+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2003
 BN0022
 BN0022  HISTORY     - Date     Condition        Report By
 BN0022  HISTORY     - 1933     MONUMENTED       CGS
 BN0022  HISTORY     - 20020223 GOOD             USPSQD
 BN0022  HISTORY     - 20030118 GOOD             GEOCAC
 BN0022
 BN0022                          STATION DESCRIPTION
 BN0022
 BN0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0022'IN BURNET.
 BN0022'TABLET PLACED VERTICALLY IN FRONT OF POST OFFICE BUILDING.  4.75 FEET
 BN0022'ABOVE SIDEWALK, 0.7 FEET EAST OF EAST DOOR.  2.75 FT. WEST OF WEST
 BN0022'WINDOW IN DRUG STORE.
 BN0022
 BN0022                          STATION RECOVERY (2002)
 BN0022
 BN0022'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 BN0022'RECOVERED IN GOOD CONDITION.
 BN0022
 BN0022                          STATION RECOVERY (2003)
 BN0022
 BN0022'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0022'THE BUILDING IS NO LONGER A POST OFFICE BUT IT IS STILL STANDING IN
 BN0022'THE SE CORNER OF THE COURTHOUSE SQUARE. STATION LOCATION AS RECORDED
 BN0022'WITH CONSUMER GPS RECEIVER IS N 30 45.398 W 98 13.585
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0423 ***********************************************************************
 CB0423  DESIGNATION -  A 1190
 CB0423  PID         -  CB0423
 CB0423  STATE/COUNTY-  TX/UPTON
 CB0423  USGS QUAD   -  RANKIN (1970)
 CB0423
 CB0423                         *CURRENT SURVEY CONTROL
 CB0423  ___________________________________________________________________
 CB0423* NAD 83(1986)-  31 13 08.     (N)    101 56 47.     (W)     SCALED    
 CB0423* NAVD 88     -       761.289  (meters)    2497.66   (feet)  ADJUSTED  
 CB0423  ___________________________________________________________________
 CB0423  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CB0423  DYNAMIC HT  -         760.180 (meters)    2494.02  (feet)  COMP
 CB0423  MODELED GRAV-     979,159.4   (mgal)                       NAVD 88
 CB0423
 CB0423  VERT ORDER  -  FIRST     CLASS II
 CB0423
 CB0423.The horizontal coordinates were scaled from a topographic map and have
 CB0423.an estimated accuracy of +/- 6 seconds.
 CB0423
 CB0423.The orthometric height was determined by differential leveling
 CB0423.and adjusted by the National Geodetic Survey in June 1991..
 CB0423
 CB0423.The geoid height was determined by GEOID03.
 CB0423
 CB0423.The dynamic height is computed by dividing the NAVD 88
 CB0423.geopotential number by the normal gravity value computed on the
 CB0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0423.degrees latitude (g = 980.6199 gals.).
 CB0423
 CB0423.The modeled gravity was interpolated from observed gravity values.
 CB0423
 CB0423;                    North         East    Units  Estimated Accuracy
 CB0423;SPC TX C     - 3,173,190.      546,320.      MT  (+/- 180 meters Scaled)
 CB0423
 CB0423                          SUPERSEDED SURVEY CONTROL
 CB0423
 CB0423  NGVD 29 (??/??/92)  760.984  (m)         2496.66   (f) ADJ UNCH    1 2
 CB0423
 CB0423.Superseded values are not recommended for survey control.
 CB0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0423.See file dsdata.txt to determine how the superseded data were derived.
 CB0423
 CB0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV193576(NAD 83)
 CB0423_MARKER: DB = BENCH MARK DISK
 CB0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0423_SP_SET: CULVERT
 CB0423_STAMPING: A 1190 1967
 CB0423_MARK LOGO: CGS   
 CB0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0423
 CB0423  HISTORY     - Date     Condition        Report By
 CB0423  HISTORY     - 1967     MONUMENTED       CGS
 CB0423  HISTORY     - 1970     GOOD             USGS
 CB0423  HISTORY     - 1981     GOOD             NGS
 CB0423
 CB0423                          STATION DESCRIPTION
 CB0423
 CB0423'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0423'0.6 MI SW FROM RANKIN.
 CB0423'ABOUT 0.6 MILE SOUTHWEST ALONG US HIGHWAY 67 FROM THE ATCHISON, TOPEKA
 CB0423'AND SANTA FE RR CO., STATION AT RANKIN 84 FEET WEST OF THE CENTER OF
 CB0423'THE JCT. OF THE HIGHWAY AND STATE HIGHWAY 329, 76 FEET NORTHWEST OF
 CB0423'THE CENTER LINE OF US HIGHWAY 67, 27 FEET SOUTHWEST OF THE CENTER OF A
 CB0423'CONCRETE ISLAND IN THE MIDDLE OF HIGHWAY 329, SET IN THE TOP OF THE
 CB0423'SOUTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A 4 CHANNEL
 CB0423'CULVERT UNDER HIGHWAY 329, AND ABOUT 0.4 FOOT LOWER THAN ROAD.
 CB0423
 CB0423                          STATION RECOVERY (1981)
 CB0423
 CB0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0423'IN RANKIN, AT THE JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY 329,
 CB0423'IN TOP OF AND 0.3 METER (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 CB0423'SOUTHWEST HEADWALL OF A 4-CHANNEL CONCRETE CULVERT, 23.9 METERS (78.4
 CB0423'FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY 67 AND 9.2 METERS (30.2 FT)
 CB0423'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 329.
 CB0423'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB1003 ***********************************************************************
 CB1003  DESIGNATION -  A 1191 RESET
 CB1003  PID         -  CB1003
 CB1003  STATE/COUNTY-  TX/UPTON
 CB1003  USGS QUAD   -  MIDKIFF SW (1968)
 CB1003
 CB1003                         *CURRENT SURVEY CONTROL
 CB1003  ___________________________________________________________________
 CB1003* NAD 83(1986)-  31 33 18.     (N)    101 57 29.     (W)     SCALED    
 CB1003* NAVD 88     -       846.95   (meters)    2778.7    (feet)  RESET     
 CB1003  ___________________________________________________________________
 CB1003  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CB1003
 CB1003  VERT ORDER  -  THIRD
 CB1003
 CB1003.The horizontal coordinates were scaled from a topographic map and have
 CB1003.an estimated accuracy of +/- 6 seconds.
 CB1003
 CB1003.The orthometric height was computed from unverified reset data.
 CB1003
 CB1003.The geoid height was determined by GEOID03.
 CB1003
 CB1003;                    North         East    Units  Estimated Accuracy
 CB1003;SPC TX C     - 3,210,460.      545,760.      MT  (+/- 180 meters Scaled)
 CB1003
 CB1003                          SUPERSEDED SURVEY CONTROL
 CB1003
 CB1003  NGVD 29 (01/29/03)  846.61   (m)         2777.6    (f) RESET       3  
 CB1003
 CB1003.Superseded values are not recommended for survey control.
 CB1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB1003.See file dsdata.txt to determine how the superseded data were derived.
 CB1003
 CB1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV191949(NAD 83)
 CB1003_MARKER: DV = VERTICAL CONTROL DISK
 CB1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB1003_SP_SET: CONCRETE POST
 CB1003_STAMPING: A 1191 RESET 1982
 CB1003_MARK LOGO: NGS   
 CB1003_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1003+STABILITY: SURFACE MOTION
 CB1003
 CB1003  HISTORY     - Date     Condition        Report By
 CB1003  HISTORY     - 1982     MONUMENTED       NGS
 CB1003  HISTORY     - 20010217 GOOD             USPSQD
 CB1003
 CB1003                          STATION DESCRIPTION
 CB1003
 CB1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CB1003'48.0 KM (29.80 MI) SOUTH ALONG STATE HIGHWAY 349, FROM THE JUNCTION OF
 CB1003'INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 349, GO SOUTH FOR 37.60 KM
 CB1003'(23.35 MI) TO THE COUNTY LINE, CONTINUE SOUTH ON STATE HIGHWAY 349
 CB1003'FOR 10.40 KM (6.45 MI) TO THE MARK ON THE LEFT, MARK IS 19.81 M
 CB1003'(64.99 FT) EAST OF THE CENTER OF THE HIGHWAY, 0.97 M (3.18 FT) SOUTH
 CB1003'OF A FENCE, 0.55 M (1.80 FT) WEST OF A WITNESS POST AND ON THE EAST
 CB1003'RIGHT-OF-WAY OF HIGHWAY.
 CB1003
 CB1003                          STATION RECOVERY (2001)
 CB1003
 CB1003'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0502 ***********************************************************************
 AN0502  DESIGNATION -  A 1192
 AN0502  PID         -  AN0502
 AN0502  STATE/COUNTY-  TX/VICTORIA
 AN0502  USGS QUAD   -  LA SALLE (1995)
 AN0502
 AN0502                         *CURRENT SURVEY CONTROL
 AN0502  ___________________________________________________________________
 AN0502* NAD 83(1986)-  28 45 43.     (N)    096 43 20.     (W)     SCALED    
 AN0502* NAVD 88     -        12.293  (meters)      40.33   (feet)  ADJUSTED  
 AN0502  ___________________________________________________________________
 AN0502  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0502  DYNAMIC HT  -          12.276 (meters)      40.28  (feet)  COMP
 AN0502  MODELED GRAV-     979,199.6   (mgal)                       NAVD 88
 AN0502
 AN0502  VERT ORDER  -  FIRST     CLASS I
 AN0502
 AN0502.The horizontal coordinates were scaled from a topographic map and have
 AN0502.an estimated accuracy of +/- 6 seconds.
 AN0502
 AN0502.The orthometric height was determined by differential leveling
 AN0502.and adjusted by the National Geodetic Survey in June 1991..
 AN0502
 AN0502.The geoid height was determined by GEOID03.
 AN0502
 AN0502.The dynamic height is computed by dividing the NAVD 88
 AN0502.geopotential number by the normal gravity value computed on the
 AN0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0502.degrees latitude (g = 980.6199 gals.).
 AN0502
 AN0502.The modeled gravity was interpolated from observed gravity values.
 AN0502
 AN0502;                    North         East    Units  Estimated Accuracy
 AN0502;SPC TXSC     - 4,105,080.      822,420.      MT  (+/- 180 meters Scaled)
 AN0502
 AN0502                          SUPERSEDED SURVEY CONTROL
 AN0502
 AN0502  NGVD 29 (??/??/92)   12.413  (m)           40.73   (f) ADJ UNCH    1 1
 AN0502
 AN0502.Superseded values are not recommended for survey control.
 AN0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0502.See file dsdata.txt to determine how the superseded data were derived.
 AN0502
 AN0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS223837(NAD 83)
 AN0502_MARKER: DB = BENCH MARK DISK
 AN0502_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0502_SP_SET: 78 FEET
 AN0502_STAMPING: A 1192 1972
 AN0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0502
 AN0502  HISTORY     - Date     Condition        Report By
 AN0502  HISTORY     - 1972     MONUMENTED       NGS
 AN0502  HISTORY     - 1978     GOOD             NGS
 AN0502
 AN0502                          STATION DESCRIPTION
 AN0502
 AN0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0502'3.8 MI SW FROM LA SALLE.
 AN0502'ABOUT 3.8 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0502'CROSSING OF A PAVED ROAD AT LA SALLE, AT A CROSSING OF THE RAILROAD
 AN0502'AND A PRIVATE ROAD, 0.4 MILE NORTHEAST OF MILEPOST 232, 49 FEET
 AN0502'NORTHWEST AND ACROSS A SIDETRACK FROM THE NORTHWEST RAIL OF THE MAIN
 AN0502'TRACK, 132 YARDS SOUTHWEST OF A RAILROAD SIGN WHICH BEARS THE LETTERS
 AN0502'KEERAN, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 6.4 FEET
 AN0502'SOUTHWEST OF THE SOUTHWEST POST IN THE MORE NORTHEASTERLY OF TWO
 AN0502'GATES, 1 FOOT SOUTHEAST OF A FENCE, 56.3 FEET SOUTHWEST AND ACROSS THE
 AN0502'ROAD FROM BENCH MARK N 697, 0.8 FOOT SOUTHWEST OF A METAL WITNESS
 AN0502'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 AN0502'COPPER COATED ROD WHICH IS LEVEL WITH THE SURFACE OF THE GROUND AND IS
 AN0502'PROTECTED BY A 5-INCH METAL PIPE WHICH PROJECTS 1 INCH.  THE ROD WAS
 AN0502'DRIVEN TO REFUSAL AT A DEPTH OF 78 FEET.
 AN0502
 AN0502                          STATION RECOVERY (1978)
 AN0502
 AN0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0644 ***********************************************************************
 AX0644  DESIGNATION -  A 1193
 AX0644  PID         -  AX0644
 AX0644  STATE/COUNTY-  TX/JACKSON
 AX0644  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0644
 AX0644                         *CURRENT SURVEY CONTROL
 AX0644  ___________________________________________________________________
 AX0644* NAD 83(1986)-  29 05 07.     (N)    096 43 33.     (W)     SCALED    
 AX0644* NAVD 88     -        29.946  (meters)      98.25   (feet)  ADJUSTED  
 AX0644  ___________________________________________________________________
 AX0644  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0644  DYNAMIC HT  -          29.903 (meters)      98.11  (feet)  COMP
 AX0644  MODELED GRAV-     979,220.2   (mgal)                       NAVD 88
 AX0644
 AX0644  VERT ORDER  -  FIRST     CLASS I
 AX0644
 AX0644.The horizontal coordinates were scaled from a topographic map and have
 AX0644.an estimated accuracy of +/- 6 seconds.
 AX0644
 AX0644.The orthometric height was determined by differential leveling
 AX0644.and adjusted by the National Geodetic Survey in June 1991..
 AX0644
 AX0644.The geoid height was determined by GEOID03.
 AX0644
 AX0644.The dynamic height is computed by dividing the NAVD 88
 AX0644.geopotential number by the normal gravity value computed on the
 AX0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0644.degrees latitude (g = 980.6199 gals.).
 AX0644
 AX0644.The modeled gravity was interpolated from observed gravity values.
 AX0644
 AX0644;                    North         East    Units  Estimated Accuracy
 AX0644;SPC TXSC     - 4,140,900.      821,370.      MT  (+/- 180 meters Scaled)
 AX0644
 AX0644                          SUPERSEDED SURVEY CONTROL
 AX0644
 AX0644  NGVD 29 (??/??/92)   29.958  (m)           98.29   (f) ADJ UNCH    1 1
 AX0644
 AX0644.Superseded values are not recommended for survey control.
 AX0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0644.See file dsdata.txt to determine how the superseded data were derived.
 AX0644
 AX0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT213195(NAD 83)
 AX0644_MARKER: DB = BENCH MARK DISK
 AX0644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0644_SP_SET: 30.5 FT
 AX0644_STAMPING: A 1193 1972
 AX0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0644
 AX0644  HISTORY     - Date     Condition        Report By
 AX0644  HISTORY     - 1972     MONUMENTED       NGS
 AX0644
 AX0644                          STATION DESCRIPTION
 AX0644
 AX0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0644'3.75 MI SE FROM MORALES.
 AX0644'ABOUT 0.15 MILE WEST ALONG OLD MORALES ROAD FROM THE MORALES BAPTIST
 AX0644'CHURCH AT MORALES, THENCE 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 111,
 AX0644'AT THE JUNCTION OF FECHNER ROAD LEADING SOUTHWEST, 60 FEET SOUTHWEST
 AX0644'OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTHEAST OF THE CENTER
 AX0644'LINE OF THE ROAD, 2 1/2 FEET NORTHWEST OF A POWER LINE POLE, 4.3 FEET
 AX0644'SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE LINE, 1 FOOT
 AX0644'SOUTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 AX0644'HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT
 AX0644'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED IN A
 AX0644'6-INCH STEEL PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE
 AX0644'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 30.5 FEET. NOTE--
 AX0644'THE MARK MAY BE REACHED BY GOING 9.35 MILES NORTHWEST ALONG STATE
 AX0644'HIGHWAY 111 FROM THE COURTHOUSE AT EDNA TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0003 ***********************************************************************
 AN0003  DESIGNATION -  A 1194
 AN0003  PID         -  AN0003
 AN0003  STATE/COUNTY-  TX/JACKSON
 AN0003  USGS QUAD   -  LA WARD (1995)
 AN0003
 AN0003                         *CURRENT SURVEY CONTROL
 AN0003  ___________________________________________________________________
 AN0003* NAD 83(1986)-  28 50 37.     (N)    096 28 27.     (W)     SCALED    
 AN0003* NAVD 88     -        12.39   (+/-2cm)      40.6    (feet)  VERTCON   
 AN0003  ___________________________________________________________________
 AN0003  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0003
 AN0003  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0003
 AN0003.The horizontal coordinates were scaled from a topographic map and have
 AN0003.an estimated accuracy of +/- 6 seconds.
 AN0003
 AN0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0003.The vertical order pertains to the NGVD 29 superseded value.
 AN0003
 AN0003.The geoid height was determined by GEOID03.
 AN0003
 AN0003;                    North         East    Units  Estimated Accuracy
 AN0003;SPC TXSC     - 4,114,630.      846,440.      MT  (+/- 180 meters Scaled)
 AN0003
 AN0003                          SUPERSEDED SURVEY CONTROL
 AN0003
 AN0003  NGVD 29 (??/??/92)   12.458  (m)           40.87   (f) ADJ UNCH    1 1
 AN0003
 AN0003.Superseded values are not recommended for survey control.
 AN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0003.See file dsdata.txt to determine how the superseded data were derived.
 AN0003
 AN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS464932(NAD 83)
 AN0003_MARKER: DB = BENCH MARK DISK
 AN0003_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0003+WITH SETTING: INTO GROUND
 AN0003_STAMPING: A 1194 1972
 AN0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0003+STABILITY: SURFACE MOTION
 AN0003
 AN0003  HISTORY     - Date     Condition        Report By
 AN0003  HISTORY     - 1972     MONUMENTED       NGS
 AN0003  HISTORY     - 1978     GOOD             NGS
 AN0003  HISTORY     - 1991     GOOD             USPSQD
 AN0003
 AN0003                          STATION DESCRIPTION
 AN0003
 AN0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0003'0.6 MI W FROM LA WARD.
 AN0003'ABOUT 0.6 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0003'CROSSING OF STATE HIGHWAY 172 AT LA WARD, AT A CURVE IN FARM-TO-MARKET
 AN0003'ROAD 616, 24 FEET NORTHWEST OF THE 4TH TELEPHONE POLE EAST OF MILEPOST
 AN0003'249, 111 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 54 FEET NORTH
 AN0003'OF THE NORTH RAIL OF THE MAIN TRACK, 2 FEET WEST OF A CORNER FENCE
 AN0003'POST, 159 FEET EAST-NORTHEAST OF A BATTERY BOX, 1.2 FEET EAST OF A
 AN0003'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 3 1/2 FEET BELOW
 AN0003'THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER
 AN0003'COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS LEVEL
 AN0003'WITH THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE
 AN0003'WHICH PROJECTS 1 INCH.
 AN0003
 AN0003                          STATION RECOVERY (1978)
 AN0003
 AN0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0003'RECOVERED IN GOOD CONDITION.
 AN0003
 AN0003                          STATION RECOVERY (1991)
 AN0003
 AN0003'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0634 ***********************************************************************
 AN0634  DESIGNATION -  A 1195
 AN0634  PID         -  AN0634
 AN0634  STATE/COUNTY-  TX/VICTORIA
 AN0634  USGS QUAD   -  LA SALLE (1995)
 AN0634
 AN0634                         *CURRENT SURVEY CONTROL
 AN0634  ___________________________________________________________________
 AN0634* NAD 83(1986)-  28 50 01.     (N)    096 44 25.     (W)     SCALED    
 AN0634* NAVD 88     -        13.43   (+/-2cm)      44.1    (feet)  VERTCON   
 AN0634  ___________________________________________________________________
 AN0634  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0634
 AN0634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0634
 AN0634.The horizontal coordinates were scaled from a topographic map and have
 AN0634.an estimated accuracy of +/- 6 seconds.
 AN0634
 AN0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0634.The vertical order pertains to the NGVD 29 superseded value.
 AN0634
 AN0634.The geoid height was determined by GEOID03.
 AN0634
 AN0634;                    North         East    Units  Estimated Accuracy
 AN0634;SPC TXSC     - 4,112,990.      820,500.      MT  (+/- 180 meters Scaled)
 AN0634
 AN0634                          SUPERSEDED SURVEY CONTROL
 AN0634
 AN0634  NGVD 29 (??/??/92)   13.532  (m)           44.40   (f) ADJ UNCH    2 0
 AN0634
 AN0634.Superseded values are not recommended for survey control.
 AN0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0634.See file dsdata.txt to determine how the superseded data were derived.
 AN0634
 AN0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS204916(NAD 83)
 AN0634_MARKER: DB = BENCH MARK DISK
 AN0634_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0634+WITH SETTING: INTO GROUND
 AN0634_STAMPING: A 1195 1972
 AN0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0634+STABILITY: SURFACE MOTION
 AN0634
 AN0634  HISTORY     - Date     Condition        Report By
 AN0634  HISTORY     - 1972     MONUMENTED       NGS
 AN0634  HISTORY     - 19910428 GOOD             USPSQD
 AN0634
 AN0634                          STATION DESCRIPTION
 AN0634
 AN0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0634'5.95 MI SE FROM INEZ.
 AN0634'ABOUT 5.95 MILES SOUTHEAST ALONG THE FARM TO MARKET ROAD NO. 444 FROM
 AN0634'THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, 0.35 MILE SOUTH
 AN0634'OF A BRIDGE OVER GARCITAS CREEK, 97 FEET SOUTH OF THE CENTER OF A ROAD
 AN0634'INTERSECTION, 64 FEET SOUTHEAST OF THE CENTER LINE OF THE FIELD ROAD,
 AN0634'61 FEET SOUTHWEST OF THE CENTER LINE OF FR 444, 45 FEET SOUTHEAST OF A
 AN0634'CORNER FENCE POST, IN LINE AND BELOW THE CENTER WIRE OF 3 OVERHEAD
 AN0634'POWER LINE WIRES SUPPORTED BY A DOUBLE ROW OF POLES, 1.4 FEET
 AN0634'NORTHEAST OF A FENCE LINE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 2
 AN0634'1/2 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 4 FOOT
 AN0634'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE
 AN0634'DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH
 AN0634'PIPE THAT IS FLUSH WITH THE GROUND.
 AN0634
 AN0634                          STATION RECOVERY (1991)
 AN0634
 AN0634'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0566 ***********************************************************************
 AN0566  DESIGNATION -  A 1196
 AN0566  PID         -  AN0566
 AN0566  STATE/COUNTY-  TX/JACKSON
 AN0566  USGS QUAD   -  MANSON (1995)
 AN0566
 AN0566                         *CURRENT SURVEY CONTROL
 AN0566  ___________________________________________________________________
 AN0566* NAD 83(1986)-  28 57 37.     (N)    096 37 02.     (W)     SCALED    
 AN0566* NAVD 88     -        15.617  (meters)      51.24   (feet)  ADJUSTED  
 AN0566  ___________________________________________________________________
 AN0566  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0566  DYNAMIC HT  -          15.595 (meters)      51.16  (feet)  COMP
 AN0566  MODELED GRAV-     979,214.6   (mgal)                       NAVD 88
 AN0566
 AN0566  VERT ORDER  -  FIRST     CLASS I
 AN0566
 AN0566.The horizontal coordinates were scaled from a topographic map and have
 AN0566.an estimated accuracy of +/- 6 seconds.
 AN0566
 AN0566.The orthometric height was determined by differential leveling
 AN0566.and adjusted by the National Geodetic Survey in June 1991..
 AN0566
 AN0566.The geoid height was determined by GEOID03.
 AN0566
 AN0566.The dynamic height is computed by dividing the NAVD 88
 AN0566.geopotential number by the normal gravity value computed on the
 AN0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0566.degrees latitude (g = 980.6199 gals.).
 AN0566
 AN0566.The modeled gravity was interpolated from observed gravity values.
 AN0566
 AN0566;                    North         East    Units  Estimated Accuracy
 AN0566;SPC TXSC     - 4,127,260.      832,220.      MT  (+/- 180 meters Scaled)
 AN0566
 AN0566                          SUPERSEDED SURVEY CONTROL
 AN0566
 AN0566  NGVD 29 (??/??/92)   15.628  (m)           51.27   (f) ADJ UNCH    1 1
 AN0566
 AN0566.Superseded values are not recommended for survey control.
 AN0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0566.See file dsdata.txt to determine how the superseded data were derived.
 AN0566
 AN0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT322059(NAD 83)
 AN0566_MARKER: DB = BENCH MARK DISK
 AN0566_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0566+WITH SETTING: INTO GROUND
 AN0566_STAMPING: A 1196 1972
 AN0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0566+STABILITY: SURFACE MOTION
 AN0566
 AN0566  HISTORY     - Date     Condition        Report By
 AN0566  HISTORY     - 1972     MONUMENTED       NGS
 AN0566
 AN0566                          STATION DESCRIPTION
 AN0566
 AN0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0566'2.05 MI SE FROM EDNA.
 AN0566'ABOUT 2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0566'AT EDNA, 0.15 MILE NORTHWEST OF THE JUNCTION OF FARM TO MARKET ROAD
 AN0566'NO. 1822, 65.5 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 117
 AN0566'FEET EAST OF THE EAST PIPE CORNER POST IN FENCE SURROUNDING 3 BUTANE
 AN0566'TANKS, 50 1/2 FEET NORTHWEST OF A PIPE CATTLE GUARD ENAD CENTER LINE
 AN0566'OF A PRIVATE DRIVEWAY, 13 FEET NORTHWEST OF A GAS METER, 9 FEET
 AN0566'SOUTHEAST OF A POWER LINE POLE, 3 FEET SOUTHEAST OF A CORNER FENCE
 AN0566'POST, 1.2 FEET NORTHEAST OF A FENCE LINE, 0.7 FOOT NORTHWEST OF A
 AN0566'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE FARM ROAD, AND ON
 AN0566'THE TOP OF A 4-FOOT COPPER COATED STEEL ROAD THAT IS ATTACHED TO A
 AN0566'METAL BASE PLATE.  THE ENCASED IN A 6-INCH METAL PIPE THAT IS FLUSH
 AN0566'WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0992 ***********************************************************************
 AX0992  DESIGNATION -  A 1197
 AX0992  PID         -  AX0992
 AX0992  STATE/COUNTY-  TX/FAYETTE
 AX0992  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0992
 AX0992                         *CURRENT SURVEY CONTROL
 AX0992  ___________________________________________________________________
 AX0992* NAD 83(1986)-  29 54 17.     (N)    096 52 43.     (W)     SCALED    
 AX0992* NAVD 88     -        81.263  (meters)     266.61   (feet)  ADJUSTED  
 AX0992  ___________________________________________________________________
 AX0992  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX0992  DYNAMIC HT  -          81.150 (meters)     266.24  (feet)  COMP
 AX0992  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 AX0992  OBS GRAVITY -     979,271.4   (mgal)                       GRAV_OBS
 AX0992
 AX0992  VERT ORDER  -  FIRST     CLASS I
 AX0992
 AX0992.The horizontal coordinates were scaled from a topographic map and have
 AX0992.an estimated accuracy of +/- 6 seconds.
 AX0992
 AX0992.The orthometric height was determined by differential leveling
 AX0992.and adjusted by the National Geodetic Survey in June 1991..
 AX0992
 AX0992.The geoid height was determined by GEOID03.
 AX0992
 AX0992.The dynamic height is computed by dividing the NAVD 88
 AX0992.geopotential number by the normal gravity value computed on the
 AX0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0992.degrees latitude (g = 980.6199 gals.).
 AX0992
 AX0992.The modeled gravity was interpolated from observed gravity values.
 AX0992.The observed gravity was obtained from relative gravimeter ties
 AX0992.to the IGSN71 gravity network.
 AX0992
 AX0992;                    North         East    Units  Estimated Accuracy
 AX0992;SPC TXSC     - 4,231,430.      804,850.      MT  (+/- 180 meters Scaled)
 AX0992
 AX0992                          SUPERSEDED SURVEY CONTROL
 AX0992
 AX0992  NGVD 29 (??/??/92)   81.215  (m)          266.45   (f) ADJ UNCH    1 1
 AX0992
 AX0992.Superseded values are not recommended for survey control.
 AX0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0992.See file dsdata.txt to determine how the superseded data were derived.
 AX0992
 AX0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU048101(NAD 83)
 AX0992_MARKER: DB = BENCH MARK DISK
 AX0992_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0992+WITH SETTING: INTO GROUND
 AX0992_STAMPING: A 1197 1972
 AX0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0992+STABILITY: SURFACE MOTION
 AX0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0992+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX0992
 AX0992  HISTORY     - Date     Condition        Report By
 AX0992  HISTORY     - 1972     MONUMENTED       NGS
 AX0992  HISTORY     - 1978     GOOD             NGS
 AX0992  HISTORY     - 1987     GOOD             USPSQD
 AX0992  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0992  HISTORY     - 19970607 GOOD             USPSQD
 AX0992  HISTORY     - 20041027 GOOD             USPSQD
 AX0992
 AX0992                          STATION DESCRIPTION
 AX0992
 AX0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0992'IN LA GRANGE.
 AX0992'AT LA GRANGE, AT THE COUNTY COURTHOUSE, 63.0 FEET SOUTH OF THE SOUTH
 AX0992'CORNER OF THE SOUTHEAST WING OF THE BUILDING, 58.3 FEET NORTHEAST OF
 AX0992'THE NORTHEAST CURB OF MAIN STREET, 32.7 FEET NORTHWEST OF THE
 AX0992'NORTHWEST CURB OF TRAVIS STREET (STATE HIGHWAY 71), 55.7 FEET
 AX0992'SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE WALKWAY WHICH LEADS TO
 AX0992'THE SOUTHEAST ENTRANCE TO THE COURTHOUSE, 16.5 FEET EAST OF THE EAST
 AX0992'CORNER OF THE BOTTOM OF THE GRANITE FOUNDATION FOR A FLAGPOLE, ABOUT
 AX0992'1/2  FOOT ABOVE THE LEVEL OF THE WALKWAY, AND ON THE TOP OF A 4-FOOT
 AX0992'SECTION OF COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AX0992'THE DISK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND IS PROTECTED
 AX0992'BY A 6-INCH METAL PIPE WHICH IS LEVEL WITH THE GROUND.
 AX0992
 AX0992                          STATION RECOVERY (1978)
 AX0992
 AX0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0992'RECOVERED IN GOOD CONDITION.
 AX0992
 AX0992                          STATION RECOVERY (1987)
 AX0992
 AX0992'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX0992'RECOVERED IN GOOD CONDITION.
 AX0992
 AX0992                          STATION RECOVERY (1987)
 AX0992
 AX0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0992'NOT RECOVERED.  THE DESCRIBED LOCATION IS NOW COVERED BY A DECRATIVE
 AX0992'CEMENT SIDEWALK.
 AX0992
 AX0992                          STATION RECOVERY (1997)
 AX0992
 AX0992'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0992'RECOVERED IN GOOD CONDITION.
 AX0992
 AX0992                          STATION RECOVERY (2004)
 AX0992
 AX0992'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0588 ***********************************************************************
 AX0588  DESIGNATION -  A 1198
 AX0588  PID         -  AX0588
 AX0588  STATE/COUNTY-  TX/LAVACA
 AX0588  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0588
 AX0588                         *CURRENT SURVEY CONTROL
 AX0588  ___________________________________________________________________
 AX0588* NAD 83(1986)-  29 25 37.     (N)    096 54 24.     (W)     SCALED    
 AX0588* NAVD 88     -        68.804  (meters)     225.73   (feet)  ADJUSTED  
 AX0588  ___________________________________________________________________
 AX0588  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0588  DYNAMIC HT  -          68.707 (meters)     225.42  (feet)  COMP
 AX0588  MODELED GRAV-     979,234.8   (mgal)                       NAVD 88
 AX0588
 AX0588  VERT ORDER  -  FIRST     CLASS I
 AX0588
 AX0588.The horizontal coordinates were scaled from a topographic map and have
 AX0588.an estimated accuracy of +/- 6 seconds.
 AX0588
 AX0588.The orthometric height was determined by differential leveling
 AX0588.and adjusted by the National Geodetic Survey in June 1991..
 AX0588
 AX0588.The geoid height was determined by GEOID03.
 AX0588
 AX0588.The dynamic height is computed by dividing the NAVD 88
 AX0588.geopotential number by the normal gravity value computed on the
 AX0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0588.degrees latitude (g = 980.6199 gals.).
 AX0588
 AX0588.The modeled gravity was interpolated from observed gravity values.
 AX0588
 AX0588;                    North         East    Units  Estimated Accuracy
 AX0588;SPC TXSC     - 4,178,430.      803,090.      MT  (+/- 180 meters Scaled)
 AX0588
 AX0588                          SUPERSEDED SURVEY CONTROL
 AX0588
 AX0588  NGVD 29 (??/??/92)   68.797  (m)          225.71   (f) ADJ UNCH    1 1
 AX0588
 AX0588.Superseded values are not recommended for survey control.
 AX0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0588.See file dsdata.txt to determine how the superseded data were derived.
 AX0588
 AX0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT030571(NAD 83)
 AX0588_MARKER: DB = BENCH MARK DISK
 AX0588_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0588+WITH SETTING: INTO GROUND
 AX0588_STAMPING: A 1198 1972
 AX0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0588+STABILITY: SURFACE MOTION
 AX0588
 AX0588  HISTORY     - Date     Condition        Report By
 AX0588  HISTORY     - 1972     MONUMENTED       NGS
 AX0588  HISTORY     - 19970607 GOOD             USPSQD
 AX0588
 AX0588                          STATION DESCRIPTION
 AX0588
 AX0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0588'2.7 MI SE FROM HALLETTSVILLE.
 AX0588'ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 A FROM THE JUNCTION OF U.
 AX0588'S. HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 2.0 MILES
 AX0588'SOUTHEAST ALONG FARM ROAD 530, 0.1 MILE SOUTHEAST OF A TRIPLE CHANNEL
 AX0588'CULVERT UNDER THE FARM ROAD, 49 FEET SOUTHWEST OF THE CENTER LINE OF
 AX0588'THE FARM ROAD, 112 1/2 FEET SOUTH OF AND ACROSS THE ROAD FROM
 AX0588'TELEPHONE POLE NO. 391 1/2, 28 FEET SOUTHEAST OF A 25-INCH OAK TREE,
 AX0588'1.8 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 1.3 FEET SOUTHEAST
 AX0588'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON
 AX0588'THE TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 AX0588'METAL BASE PLATE.  THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND
 AX0588'ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF
 AX0588'THE GROUND.
 AX0588
 AX0588                          STATION RECOVERY (1997)
 AX0588
 AX0588'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0634 ***********************************************************************
 AX0634  DESIGNATION -  A 1199
 AX0634  PID         -  AX0634
 AX0634  STATE/COUNTY-  TX/JACKSON
 AX0634  USGS QUAD   -  CORDELE (1981)
 AX0634
 AX0634                         *CURRENT SURVEY CONTROL
 AX0634  ___________________________________________________________________
 AX0634* NAD 83(1986)-  29 09 15.     (N)    096 44 14.     (W)     SCALED    
 AX0634* NAVD 88     -        34.659  (meters)     113.71   (feet)  ADJUSTED  
 AX0634  ___________________________________________________________________
 AX0634  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0634  DYNAMIC HT  -          34.610 (meters)     113.55  (feet)  COMP
 AX0634  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 AX0634
 AX0634  VERT ORDER  -  FIRST     CLASS I
 AX0634
 AX0634.The horizontal coordinates were scaled from a topographic map and have
 AX0634.an estimated accuracy of +/- 6 seconds.
 AX0634
 AX0634.The orthometric height was determined by differential leveling
 AX0634.and adjusted by the National Geodetic Survey in June 1991..
 AX0634
 AX0634.The geoid height was determined by GEOID03.
 AX0634
 AX0634.The dynamic height is computed by dividing the NAVD 88
 AX0634.geopotential number by the normal gravity value computed on the
 AX0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0634.degrees latitude (g = 980.6199 gals.).
 AX0634
 AX0634.The modeled gravity was interpolated from observed gravity values.
 AX0634
 AX0634;                    North         East    Units  Estimated Accuracy
 AX0634;SPC TXSC     - 4,148,510.      820,110.      MT  (+/- 180 meters Scaled)
 AX0634
 AX0634                          SUPERSEDED SURVEY CONTROL
 AX0634
 AX0634  NGVD 29 (??/??/92)   34.672  (m)          113.75   (f) ADJ UNCH    1 1
 AX0634
 AX0634.Superseded values are not recommended for survey control.
 AX0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0634.See file dsdata.txt to determine how the superseded data were derived.
 AX0634
 AX0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT200271(NAD 83)
 AX0634_MARKER: DB = BENCH MARK DISK
 AX0634_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0634+WITH SETTING: INTO GROUND
 AX0634_STAMPING: A 1199 1972
 AX0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0634+STABILITY: SURFACE MOTION
 AX0634
 AX0634  HISTORY     - Date     Condition        Report By
 AX0634  HISTORY     - 1972     MONUMENTED       NGS
 AX0634
 AX0634                          STATION DESCRIPTION
 AX0634
 AX0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0634'8.3 MI S FROM SPEAKS.
 AX0634'ABOUT 0.9 MILE SOUTH ALONG FARM ROAD NO. 530 FROM THE POST OFFICE AND
 AX0634'GENERAL STORE AT SPEAKS, THENCE 7.4 MILES SOUTHWEST ALONG SPEAKS ROAD
 AX0634'(A GRAVEL ROAD) AT THE SOUTHWEST CORNER OF A STEEL FENCE AROUND THE
 AX0634'FLOURNEY CEMETERY, 372 FEET EAST OF THE CENTER LINE OF SPEAKS ROAD, 48
 AX0634'FEET NORTH OF THE CENTER LINE OF A DRIVEWAY TO THE CEMETERY, 25.0 FEET
 AX0634'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ORIE K., BENSON HEADSTONE.,
 AX0634'2.8 FEET EAST OF THE SOUTHWEST CORNER OF THE CEMETERY, 1 FOOT
 AX0634'SOUTHEAST OF A METAL WITNESS POST, AND ON THE TOP OF A 4 FOOT COPPER
 AX0634'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK PROJECTS 1 INCH
 AX0634'ABOVE THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH STEEL PIPE THAT
 AX0634'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK MAY BE
 AX0634'REACHED BY GOING 0.25 MILE EAST ALONG A BLACK TOP ROAD FROM THE
 AX0634'MORALES BAPTIST CHURCH AT MORALES, THENCE 0.5 MILE NORTH ALONG A BLACK
 AX0634'TOP ROAD, THENCE 1.65 MILES EAST ALONG A BLACK TOP ROAD THENCE 1.15
 AX0634'MILES NORTH ALONG SPEAKS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0033 ***********************************************************************
 AM0033  DESIGNATION -  A 12 B DOWCO
 AM0033  PID         -  AM0033
 AM0033  STATE/COUNTY-  TX/BRAZORIA
 AM0033  USGS QUAD   -  FREEPORT (1974)
 AM0033
 AM0033                         *CURRENT SURVEY CONTROL
 AM0033  ___________________________________________________________________
 AM0033* NAD 83(1986)-  28 56 22.     (N)    095 19 20.     (W)     SCALED    
 AM0033* NAVD 88     -         2.76   (+/-2cm)       9.1    (feet)  VERTCON   
 AM0033  ___________________________________________________________________
 AM0033  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0033
 AM0033  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0033
 AM0033.The horizontal coordinates were scaled from a topographic map and have
 AM0033.an estimated accuracy of +/- 6 seconds.
 AM0033
 AM0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0033.The vertical order pertains to the NGVD 29 superseded value.
 AM0033
 AM0033.The geoid height was determined by GEOID03.
 AM0033
 AM0033;                    North         East    Units  Estimated Accuracy
 AM0033;SPC TXSC     - 4,128,220.      958,470.      MT  (+/- 180 meters Scaled)
 AM0033
 AM0033                          SUPERSEDED SURVEY CONTROL
 AM0033
 AM0033  NGVD 29 (??/??/92)    2.786  (m)            9.14   (f) ADJ UNCH    1 1
 AM0033
 AM0033.Superseded values are not recommended for survey control.
 AM0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0033.See file dsdata.txt to determine how the superseded data were derived.
 AM0033
 AM0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN736034(NAD 83)
 AM0033_MARKER: DD = SURVEY DISK
 AM0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0033_SP_SET: PUMP PEDESTAL
 AM0033_STAMPING: A-12-B
 AM0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0033
 AM0033  HISTORY     - Date     Condition        Report By
 AM0033  HISTORY     - UNK      MONUMENTED       DOWCO
 AM0033  HISTORY     - 1973     GOOD             NGS
 AM0033  HISTORY     - 1978     GOOD             NGS
 AM0033
 AM0033                          STATION DESCRIPTION
 AM0033
 AM0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0033'IN DOW PLANT A.
 AM0033'AT DOW PLANT A, AT THE EAST CORNER OF THE JUNCTION OF MAG CELL ROAD
 AM0033'AND POT HOUSE ROAD, AT THE SOUTH CORNER OF BLOCK A-6, 116 FEET
 AM0033'SOUTHEAST OF THE CENTER LINE OF POT HOUSE ROAD, 79 FEET NORTHEAST OF
 AM0033'THE EXTENDED CENTER LINE OF MAG CELL ROAD AND THE CENTER LINE OF
 AM0033'ASPHALT ROAD TO A LARGE WAREHOUSE., 91 FEET NORTHWEST OF THE CENTER
 AM0033'LINE OF THE NORTHWEST LEVEE ROAD OF OLD BRAZOS RIVER, IN THE TOP AND
 AM0033'0.4 FOOT EAST OF THE WEST CORNER OF A 4- BY 4-FOOT CONCRETE PUMP
 AM0033'PEDESTAL OF BRACKISH WATER WELL NO 12 WHICH PROJECTS 0.2 FOOT, THE
 AM0033'PEDESTAL IS CAST TO THE TOP OF A 12-3/4-INCH WELL CASING WHICH IS
 AM0033'CEMENTED TO A DEPTH OF 964 FEET, AND IS ABOUT 1 FOOT HIGHER THAN THE
 AM0033'ROAD.
 AM0033
 AM0033                          STATION RECOVERY (1978)
 AM0033
 AM0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0206 ***********************************************************************
 BN0206  DESIGNATION -  A 120
 BN0206  PID         -  BN0206
 BN0206  STATE/COUNTY-  TX/LLANO
 BN0206  USGS QUAD   -  LLANO NORTH (1955)
 BN0206
 BN0206                         *CURRENT SURVEY CONTROL
 BN0206  ___________________________________________________________________
 BN0206* NAD 83(1986)-  30 45 02.     (N)    098 40 34.     (W)     SCALED    
 BN0206* NAVD 88     -       317.013  (meters)    1040.07   (feet)  ADJUSTED  
 BN0206  ___________________________________________________________________
 BN0206  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 BN0206  DYNAMIC HT  -         316.595 (meters)    1038.70  (feet)  COMP
 BN0206  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 BN0206
 BN0206  VERT ORDER  -  SECOND    CLASS 0
 BN0206
 BN0206.The horizontal coordinates were scaled from a topographic map and have
 BN0206.an estimated accuracy of +/- 6 seconds.
 BN0206
 BN0206.The orthometric height was determined by differential leveling
 BN0206.and adjusted by the National Geodetic Survey in June 1991..
 BN0206
 BN0206.The geoid height was determined by GEOID03.
 BN0206
 BN0206.The dynamic height is computed by dividing the NAVD 88
 BN0206.geopotential number by the normal gravity value computed on the
 BN0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0206.degrees latitude (g = 980.6199 gals.).
 BN0206
 BN0206.The modeled gravity was interpolated from observed gravity values.
 BN0206
 BN0206;                    North         East    Units  Estimated Accuracy
 BN0206;SPC TX C     - 3,121,340.      858,660.      MT  (+/- 180 meters Scaled)
 BN0206
 BN0206                          SUPERSEDED SURVEY CONTROL
 BN0206
 BN0206  NGVD 29 (??/??/92)  316.972  (m)         1039.93   (f) ADJ UNCH    2 0
 BN0206
 BN0206.Superseded values are not recommended for survey control.
 BN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0206.See file dsdata.txt to determine how the superseded data were derived.
 BN0206
 BN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV310020(NAD 83)
 BN0206_MARKER: DB = BENCH MARK DISK
 BN0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0206_SP_SET: PORCH
 BN0206_STAMPING: A-120
 BN0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0206
 BN0206  HISTORY     - Date     Condition        Report By
 BN0206  HISTORY     - UNK      MONUMENTED       CGS
 BN0206  HISTORY     - 1933     GOOD             NGS
 BN0206  HISTORY     - 19960730 MARK NOT FOUND   USPSQD
 BN0206  HISTORY     - 19990908 MARK NOT FOUND   TXDOT
 BN0206
 BN0206                          STATION DESCRIPTION
 BN0206
 BN0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0206'IN LLANO.
 BN0206'ON TOP AND IN THE CENTER OF THE EAST WALL TO THE SOUTH APPROACH OF THE
 BN0206'EAST ENTRANCE TO THE LLANO HOTEL IN THE CITY OF LLANO.
 BN0206
 BN0206                          STATION RECOVERY (1996)
 BN0206
 BN0206'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0206'MARK NOT FOUND.
 BN0206
 BN0206                          STATION RECOVERY (1999)
 BN0206
 BN0206'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 BN0206'MARK DESTROYED BY CONSTRUCTION/ REMODELING OF EAST SIDE OF
 BN0206'HOTEL-COUNTY SURVEYOR CONFIRMS DESTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0237 ***********************************************************************
 BL0237  DESIGNATION -  A 1200
 BL0237  PID         -  BL0237
 BL0237  STATE/COUNTY-  TX/JEFFERSON
 BL0237  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0237
 BL0237                         *CURRENT SURVEY CONTROL
 BL0237  ___________________________________________________________________
 BL0237* NAD 83(1986)-  30 04 05.     (N)    094 08 04.     (W)     SCALED    
 BL0237* NAVD 88     -         5.533  (meters)      18.15   (feet)  ADJUSTED  
 BL0237  ___________________________________________________________________
 BL0237  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0237  DYNAMIC HT  -           5.526 (meters)      18.13  (feet)  COMP
 BL0237  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 BL0237
 BL0237  VERT ORDER  -  FIRST     CLASS I
 BL0237
 BL0237.The horizontal coordinates were scaled from a topographic map and have
 BL0237.an estimated accuracy of +/- 6 seconds.
 BL0237
 BL0237.The orthometric height was determined by differential leveling
 BL0237.and adjusted by the National Geodetic Survey in June 1991..
 BL0237
 BL0237.The geoid height was determined by GEOID03.
 BL0237
 BL0237.The dynamic height is computed by dividing the NAVD 88
 BL0237.geopotential number by the normal gravity value computed on the
 BL0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0237.degrees latitude (g = 980.6199 gals.).
 BL0237
 BL0237.The modeled gravity was interpolated from observed gravity values.
 BL0237
 BL0237;                    North         East    Units  Estimated Accuracy
 BL0237;SPC TXSC     - 4,257,430.    1,068,980.      MT  (+/- 180 meters Scaled)
 BL0237
 BL0237                          SUPERSEDED SURVEY CONTROL
 BL0237
 BL0237  NGVD 29 (??/??/92)    5.555  (m)           18.23   (f) ADJ UNCH    1 1
 BL0237
 BL0237.Superseded values are not recommended for survey control.
 BL0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0237.See file dsdata.txt to determine how the superseded data were derived.
 BL0237
 BL0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP906268(NAD 83)
 BL0237_MARKER: DB = BENCH MARK DISK
 BL0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0237_SP_SET: PIER
 BL0237_STAMPING: A 1200 1972
 BL0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0237
 BL0237  HISTORY     - Date     Condition        Report By
 BL0237  HISTORY     - 1972     MONUMENTED       NGS
 BL0237  HISTORY     - 1973     GOOD             NGS
 BL0237  HISTORY     - 1984     GOOD             USPSQD
 BL0237  HISTORY     - 19870815 GOOD             USPSQD
 BL0237  HISTORY     - 1988     GOOD             USPSQD
 BL0237  HISTORY     - 1989     GOOD             USPSQD
 BL0237  HISTORY     - 19890203 GOOD             USPSQD
 BL0237  HISTORY     - 1990     GOOD             USPSQD
 BL0237  HISTORY     - 19930202 GOOD             USPSQD
 BL0237  HISTORY     - 19940730 GOOD             USPSQD
 BL0237  HISTORY     - 20010331 GOOD             NGS
 BL0237  HISTORY     - 20020128 GOOD             NGS
 BL0237  HISTORY     - 20020918 MARK NOT FOUND   USPSQD
 BL0237  HISTORY     - 20041031 MARK NOT FOUND   USPSQD
 BL0237
 BL0237                          STATION DESCRIPTION
 BL0237
 BL0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0237'IN BEAUMONT.
 BL0237'AT BEAUMONT, AT INTERSTATE HIGHWAY 10 OVERPASS OVER U.S. HIGHWAY 90
 BL0237'(COLLEGE STREET), SET VERTICALLY IN THE EAST FACE FOR THE EAST LEG OF
 BL0237'THE SOUTH PIER FOR THE OVERPASS, 7 FEET SOUTH OF THE SOUTH CURB LINE
 BL0237'FOR THE EASTBOUND LANE OF THE HIGHWAY, ABOUT 2 1/2 FEET ABOVE THE
 BL0237'LEVEL OF U.S. HIGHWAY 90 AND 1.9 FEET ABOVE THE LEVEL OF THE GROUND.
 BL0237
 BL0237                          STATION RECOVERY (1984)
 BL0237
 BL0237'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0237'RECOVERED IN GOOD CONDITION.
 BL0237
 BL0237                          STATION RECOVERY (1987)
 BL0237
 BL0237'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0237'RECOVERED IN GOOD CONDITION.
 BL0237
 BL0237                          STATION RECOVERY (1988)
 BL0237
 BL0237'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 BL0237'RECOVERED IN GOOD CONDITION.
 BL0237
 BL0237                          STATION RECOVERY (1989)
 BL0237
 BL0237'RECOVERY NOTE BY US POWER SQUADRON 1989 (MJG)
 BL0237'RECOVERED IN GOOD CONDITION.
 BL0237
 BL0237                          STATION RECOVERY (1989)
 BL0237
 BL0237'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0237'RECOVERED IN GOOD CONDITION.
 BL0237
 BL0237                          STATION RECOVERY (1990)
 BL0237
 BL0237'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLH)
 BL0237'RECOVERED IN GOOD CONDITION.
 BL0237
 BL0237                          STATION RECOVERY (1993)
 BL0237
 BL0237'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0237'RECOVERED IN GOOD CONDITION.
 BL0237
 BL0237                          STATION RECOVERY (1994)
 BL0237
 BL0237'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0237'RECOVERED IN GOOD CONDITION.
 BL0237
 BL0237                          STATION RECOVERY (2001)
 BL0237
 BL0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0237
 BL0237                          STATION RECOVERY (2002)
 BL0237
 BL0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0237
 BL0237                          STATION RECOVERY (2002)
 BL0237
 BL0237'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0237'MARK NOT FOUND.
 BL0237
 BL0237                          STATION RECOVERY (2004)
 BL0237
 BL0237'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0389 ***********************************************************************
 BL0389  DESIGNATION -  A 1202
 BL0389  PID         -  BL0389
 BL0389  STATE/COUNTY-  TX/LIBERTY
 BL0389  USGS QUAD   -  LIBERTY (1984)
 BL0389
 BL0389                         *CURRENT SURVEY CONTROL
 BL0389  ___________________________________________________________________
 BL0389* NAD 83(1986)-  30 03 25.     (N)    094 47 27.     (W)     SCALED    
 BL0389* NAVD 88     -         7.228  (meters)      23.71   (feet)  ADJUSTED  
 BL0389  ___________________________________________________________________
 BL0389  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0389  DYNAMIC HT  -           7.218 (meters)      23.68  (feet)  COMP
 BL0389  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 BL0389
 BL0389  VERT ORDER  -  FIRST     CLASS I
 BL0389
 BL0389.The horizontal coordinates were scaled from a topographic map and have
 BL0389.an estimated accuracy of +/- 6 seconds.
 BL0389
 BL0389.The orthometric height was determined by differential leveling
 BL0389.and adjusted by the National Geodetic Survey in June 1991..
 BL0389
 BL0389.The geoid height was determined by GEOID03.
 BL0389
 BL0389.The dynamic height is computed by dividing the NAVD 88
 BL0389.geopotential number by the normal gravity value computed on the
 BL0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0389.degrees latitude (g = 980.6199 gals.).
 BL0389
 BL0389.The modeled gravity was interpolated from observed gravity values.
 BL0389
 BL0389;                    North         East    Units  Estimated Accuracy
 BL0389;SPC TX C     - 3,056,580.    1,234,260.      MT  (+/- 180 meters Scaled)
 BL0389
 BL0389                          SUPERSEDED SURVEY CONTROL
 BL0389
 BL0389  NGVD 29 (12/23/87)    7.231  (m)           23.72   (f) ADJUSTED    1 1
 BL0389
 BL0389.Superseded values are not recommended for survey control.
 BL0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0389.See file dsdata.txt to determine how the superseded data were derived.
 BL0389
 BL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP273264(NAD 83)
 BL0389_MARKER: DB = BENCH MARK DISK
 BL0389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL0389_SP_SET: CULVERT HEADWALL
 BL0389_STAMPING: A 1202 1972
 BL0389_MARK LOGO: NGS   
 BL0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0389+STABILITY: SURFACE MOTION
 BL0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0389+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2004
 BL0389
 BL0389  HISTORY     - Date     Condition        Report By
 BL0389  HISTORY     - 1972     MONUMENTED       NGS
 BL0389  HISTORY     - 1973     GOOD             NGS
 BL0389  HISTORY     - 1987     GOOD             NGS
 BL0389  HISTORY     - 19960801 GOOD             USPSQD
 BL0389  HISTORY     - 20031004 GOOD             USPSQD
 BL0389  HISTORY     - 20041003 GOOD             USPSQD
 BL0389
 BL0389                          STATION DESCRIPTION
 BL0389
 BL0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0389'IN LIBERTY.
 BL0389'AT LIBERTY, ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE
 BL0389'JUNCTION OF STATE HIGHWAY 146, ABOUT 0.5 MILE WEST OF THE JUNCTION OF
 BL0389'FARM ROAD 563, 5 FEET NORTH OF THE NORTH CURB FOR THE WESTBOUND LANE
 BL0389'OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL
 BL0389'FOR A 30-FOOT CONCRETE BOX CULVERT WITH TWO DIVIDING PIERS, 1 FOOT
 BL0389'EAST OF THE WEST END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY.
 BL0389
 BL0389                          STATION RECOVERY (1987)
 BL0389
 BL0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0389'RECOVERED IN GOOD CONDITION.
 BL0389
 BL0389                          STATION RECOVERY (1996)
 BL0389
 BL0389'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0389'RECOVERED IN GOOD CONDITION.
 BL0389
 BL0389                          STATION RECOVERY (2003)
 BL0389
 BL0389'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0389'RECOVERED IN GOOD CONDITION.
 BL0389
 BL0389                          STATION RECOVERY (2004)
 BL0389
 BL0389'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0385 ***********************************************************************
 AW0385  DESIGNATION -  A 1203
 AW0385  PID         -  AW0385
 AW0385  STATE/COUNTY-  TX/HARRIS
 AW0385  USGS QUAD   -  JACINTO CITY (1982)
 AW0385
 AW0385                         *CURRENT SURVEY CONTROL
 AW0385  ___________________________________________________________________
 AW0385* NAD 83(1986)-  29 50 38.     (N)    095 11 07.     (W)     SCALED    
 AW0385* NAVD 88     -        11.97   (+/-2cm)      39.3    (feet)  VERTCON   
 AW0385  ___________________________________________________________________
 AW0385  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0385
 AW0385  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0385
 AW0385.The horizontal coordinates were scaled from a topographic map and have
 AW0385.an estimated accuracy of +/- 6 seconds.
 AW0385
 AW0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0385.The vertical order pertains to the NGVD 29 superseded value.
 AW0385
 AW0385.The geoid height was determined by GEOID03.
 AW0385
 AW0385;                    North         East    Units  Estimated Accuracy
 AW0385;SPC TXSC     - 4,228,840.      968,540.      MT  (+/- 180 meters Scaled)
 AW0385
 AW0385                          SUPERSEDED SURVEY CONTROL
 AW0385
 AW0385  NGVD 29 (??/??/??)   11.964  (m)           39.25   (f) ADJUSTED    1 1
 AW0385
 AW0385.Superseded values are not recommended for survey control.
 AW0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0385.See file dsdata.txt to determine how the superseded data were derived.
 AW0385
 AW0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP888034(NAD 83)
 AW0385_MARKER: DB = BENCH MARK DISK
 AW0385_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0385_SP_SET: 40 FT.
 AW0385_STAMPING: A 1203 1973
 AW0385_MARK LOGO: NGS   
 AW0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0385
 AW0385  HISTORY     - Date     Condition        Report By
 AW0385  HISTORY     - 1973     MONUMENTED       NGS
 AW0385  HISTORY     - 1978     GOOD             NGS
 AW0385  HISTORY     - 1983     GOOD             NGS
 AW0385  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0385  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0385  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0385  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0385  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW0385
 AW0385                          STATION DESCRIPTION
 AW0385
 AW0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0385'3.85 MI SW FROM SHELDON.
 AW0385'ABOUT 3.85 MILES SOUTHWEST ALONG U. S. HIGHWAY 90 FROM THE
 AW0385'INTERSECTION OF SHELDON ROAD AT SHELDON, 0.15 MILE SOUTHWEST OF THE
 AW0385'JUNCTION OF UVALDE ROAD LEADING SOUTH, ALONG THE SOUTHWEST SIDE OF
 AW0385'ARMCO STEEL CORPORATION PROPERTY, 90 FEET NORTHEAST OF THE CENTER LINE
 AW0385'OF EAST BELT ROAD, 50.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 AW0385'SOUTHERN PACIFIC COMPANY RAILROAD MAIN TRACK, 35.2 FEET NORTHWEST OF
 AW0385'THE NORTHWEST RAIL OF A SPUR TRACK, 4 1/2 FEET NORTH OF A POWER LINE
 AW0385'POLE, 1.1 FEET SOUTHEAST OF THE SOUTH CORNER OF A CHAIN LINK FENCE, 17
 AW0385'FEET SOUTHEAST OF AN UNDERGROUND CABLE MARKER POLE, ABOUT 4 FEET BELOW
 AW0385'THE LEVEL OF THE TRACK AND IS A DISK ON COPPER COATED 5/8-INCH STEEL
 AW0385'ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6-INCH METAL PIPE FLUSH
 AW0385'WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 AW0385
 AW0385                          STATION RECOVERY (1978)
 AW0385
 AW0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0385'RECOVERED IN GOOD CONDITION.
 AW0385
 AW0385                          STATION RECOVERY (1983)
 AW0385
 AW0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0385'RECOVERED IN GOOD CONDITION.
 AW0385
 AW0385                          STATION RECOVERY (1986)
 AW0385
 AW0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0385'THERE IS CONSTRUCTION AT THIS LOCATION.
 AW0385
 AW0385                          STATION RECOVERY (1987)
 AW0385
 AW0385'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0385'MARK NOT FOUND.
 AW0385
 AW0385                          STATION RECOVERY (1987)
 AW0385
 AW0385'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0385'MARK NOT FOUND.
 AW0385
 AW0385                          STATION RECOVERY (1988)
 AW0385
 AW0385'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0385'MARK NOT FOUND.
 AW0385
 AW0385                          STATION RECOVERY (1998)
 AW0385
 AW0385'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1323 ***********************************************************************
 AW1323  DESIGNATION -  A 1204
 AW1323  PID         -  AW1323
 AW1323  STATE/COUNTY-  TX/GALVESTON
 AW1323  USGS QUAD   -  TEXAS CITY (1994)
 AW1323
 AW1323                         *CURRENT SURVEY CONTROL
 AW1323  ___________________________________________________________________
 AW1323* NAD 83(1986)-  29 25 02.     (N)    094 53 39.     (W)     SCALED    
 AW1323* NAVD 88     -         2.03   (+/-2cm)       6.7    (feet)  VERTCON   
 AW1323  ___________________________________________________________________
 AW1323  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1323
 AW1323  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1323
 AW1323.The horizontal coordinates were scaled from a topographic map and have
 AW1323.an estimated accuracy of +/- 6 seconds.
 AW1323
 AW1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1323.The vertical order pertains to the NGVD 29 superseded value.
 AW1323
 AW1323.The geoid height was determined by GEOID03.
 AW1323
 AW1323;                    North         East    Units  Estimated Accuracy
 AW1323;SPC TXSC     - 4,182,530.      998,320.      MT  (+/- 180 meters Scaled)
 AW1323
 AW1323                          SUPERSEDED SURVEY CONTROL
 AW1323
 AW1323  NGVD 29 (??/??/92)    2.028  (m)            6.65   (f) ADJ UNCH    1 1
 AW1323
 AW1323.Superseded values are not recommended for survey control.
 AW1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1323.See file dsdata.txt to determine how the superseded data were derived.
 AW1323
 AW1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN162557(NAD 83)
 AW1323_MARKER: DB = BENCH MARK DISK
 AW1323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1323_SP_SET: 80 FT.
 AW1323_STAMPING: A 1204 1973
 AW1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1323
 AW1323  HISTORY     - Date     Condition        Report By
 AW1323  HISTORY     - 1973     MONUMENTED       NGS
 AW1323  HISTORY     - 1976     GOOD             NGS
 AW1323  HISTORY     - 1976     GOOD             NGS
 AW1323  HISTORY     - 1978     GOOD             NGS
 AW1323  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1323  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1323  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW1323  HISTORY     - 20040129 MARK NOT FOUND   USPSQD
 AW1323  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 AW1323
 AW1323                          STATION DESCRIPTION
 AW1323
 AW1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1323'2.55 MI NE FROM TEXAS CITY.
 AW1323'1.35 MILES NORTH ALONG LOOP 197 (6TH STREET) FROM THE POST OFFICE AT
 AW1323'TEXAS CITY, THENCE 0.55 MILE EAST ALONG 25TH AVENUE NORTH, THENCE 0.65
 AW1323'MILE NORTH ALONG BAY STREET, AT SEWAGE WASTE TREATMENT PLANT NO. 1,
 AW1323'ABOUT 220.0 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE PLANT
 AW1323'BUILDING, 263.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 61.0 FEET
 AW1323'EAST OF THE NORTHEAST CORNER OF A DRYING BED, 5.7 FEET NORTHEAST OF AN
 AW1323'ARCHED CONCRETE CURBING, 3.3 FEET SOUTHWEST OF A CORNER POST, 3.0 FEET
 AW1323'EAST OF A CHAIN LINK FENCE, 2.0 FEET SOUTH OF A CHAIN LINK FENCE, A
 AW1323'DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 80 FEET.
 AW1323'THE UPPER PORTION OF THE ROD IS ENCASED IN AN IRON PIPE 0.1 FOOT
 AW1323'UNDERGROUND.
 AW1323
 AW1323                          STATION RECOVERY (1976)
 AW1323
 AW1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1323'RECOVERED IN GOOD CONDITION.
 AW1323
 AW1323                          STATION RECOVERY (1976)
 AW1323
 AW1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1323'RECOVERED IN GOOD CONDITION.
 AW1323
 AW1323                          STATION RECOVERY (1978)
 AW1323
 AW1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1323'RECOVERED IN GOOD CONDITION.
 AW1323
 AW1323                          STATION RECOVERY (1986)
 AW1323
 AW1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1323'NOT RECOVERED, NO EVIDENCE OF THE MARK WAS FOUND, THE PLANT MANAGER
 AW1323'STATED THE MARK WAS DESTROYED DURING CONSTRUCTION OF A NEW DRYING BED.
 AW1323'CONSIDER DESTROYED.
 AW1323
 AW1323                          STATION RECOVERY (1987)
 AW1323
 AW1323'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1323'MARK NOT FOUND.
 AW1323
 AW1323                          STATION RECOVERY (1999)
 AW1323
 AW1323'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1323'MARK NOT FOUND.
 AW1323
 AW1323                          STATION RECOVERY (2004)
 AW1323
 AW1323'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1323'MARK NOT FOUND.
 AW1323
 AW1323                          STATION RECOVERY (2005)
 AW1323
 AW1323'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1629 ***********************************************************************
 AW1629  DESIGNATION -  A 1205
 AW1629  PID         -  AW1629
 AW1629  STATE/COUNTY-  TX/GALVESTON
 AW1629  USGS QUAD   -  TEXAS CITY (1994)
 AW1629
 AW1629                         *CURRENT SURVEY CONTROL
 AW1629  ___________________________________________________________________
 AW1629* NAD 83(1986)-  29 24 27.     (N)    094 56 14.     (W)     SCALED    
 AW1629* NAVD 88     -         1.163  (meters)       3.82   (feet)  ADJUSTED  
 AW1629  ___________________________________________________________________
 AW1629  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1629  DYNAMIC HT  -           1.162 (meters)       3.81  (feet)  COMP
 AW1629  MODELED GRAV-     979,269.7   (mgal)                       NAVD 88
 AW1629
 AW1629  VERT ORDER  -  FIRST     CLASS II
 AW1629
 AW1629.The horizontal coordinates were scaled from a topographic map and have
 AW1629.an estimated accuracy of +/- 6 seconds.
 AW1629
 AW1629.The orthometric height was determined by differential leveling
 AW1629.and adjusted by the National Geodetic Survey in June 1991..
 AW1629
 AW1629.The geoid height was determined by GEOID03.
 AW1629
 AW1629.The dynamic height is computed by dividing the NAVD 88
 AW1629.geopotential number by the normal gravity value computed on the
 AW1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1629.degrees latitude (g = 980.6199 gals.).
 AW1629
 AW1629.The modeled gravity was interpolated from observed gravity values.
 AW1629
 AW1629;                    North         East    Units  Estimated Accuracy
 AW1629;SPC TXSC     - 4,181,310.      994,180.      MT  (+/- 180 meters Scaled)
 AW1629
 AW1629                          SUPERSEDED SURVEY CONTROL
 AW1629
 AW1629  NGVD 29 (12/23/87)    1.160  (m)            3.81   (f) ADJUSTED    1 2
 AW1629
 AW1629.Superseded values are not recommended for survey control.
 AW1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1629.See file dsdata.txt to determine how the superseded data were derived.
 AW1629
 AW1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN120546(NAD 83)
 AW1629_MARKER: DB = BENCH MARK DISK
 AW1629_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW1629+WITH SETTING: INFORMATION.
 AW1629_SP_SET: SHALLOW-SET METAL ROD
 AW1629_STAMPING: A 1205 1973
 AW1629_MARK LOGO: NGS   
 AW1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1629+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 AW1629
 AW1629  HISTORY     - Date     Condition        Report By
 AW1629  HISTORY     - 1973     MONUMENTED       NGS
 AW1629  HISTORY     - 1978     GOOD             NGS
 AW1629  HISTORY     - 1983     GOOD             NGS
 AW1629  HISTORY     - 1987     GOOD             USPSQD
 AW1629  HISTORY     - 1987     GOOD             NGS
 AW1629  HISTORY     - 1989     GOOD             USPSQD
 AW1629  HISTORY     - 1990     GOOD             USPSQD
 AW1629  HISTORY     - 1991     GOOD             USPSQD
 AW1629  HISTORY     - 19940326 GOOD             USPSQD
 AW1629  HISTORY     - 20040130 GOOD             USPSQD
 AW1629  HISTORY     - 20050702 GOOD             USPSQD
 AW1629
 AW1629                          STATION DESCRIPTION
 AW1629
 AW1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1629'3.3 MI NW FROM TEXAS CITY.
 AW1629'ABOUT 3.3 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS
 AW1629'CITY, ABOUT 122 FEET WEST OF THE CENTER LINE OF A STEEL GATE THE
 AW1629'ENTRANCE TO THE MEMORIAL CEMETERY, 51 FEET NORTH OF THE CENTER- LINE
 AW1629'OF LOOP 197, 8 FEET NORTHEAST OF POWER POLE 2-18, 3 FEET SOUTHEAST OF
 AW1629'THE SOUTHWEST CORNER OF THE WEST END OF A CONCRETE BLOCK WALL, 1 FOOT
 AW1629'SOUTH OF THE BLOCK WALL, ABOUT 0.5 FOOT WEST OF A METAL WITNESS POST,
 AW1629'AND IS A DISK SET ON THE TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER
 AW1629'COATED STEEL ROD PROJECTING 2 INCHES BELOW THE SURFACE OF THE GROUND,
 AW1629'AND PROTECTED BY A 6-INCH IRON PIPE.  ALSO, ABOUT LEVEL WITH THE ROAD.
 AW1629
 AW1629                          STATION RECOVERY (1978)
 AW1629
 AW1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1629'RECOVERED IN GOOD CONDITION.
 AW1629
 AW1629                          STATION RECOVERY (1983)
 AW1629
 AW1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1629'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1629'WHITNEY BUILDING.
 AW1629
 AW1629                          STATION RECOVERY (1987)
 AW1629
 AW1629'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1629'RECOVERED IN GOOD CONDITION.
 AW1629
 AW1629                          STATION RECOVERY (1987)
 AW1629
 AW1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1629'RECOVERED IN GOOD CONDITION.
 AW1629
 AW1629                          STATION RECOVERY (1989)
 AW1629
 AW1629'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1629'RECOVERED IN GOOD CONDITION.
 AW1629
 AW1629                          STATION RECOVERY (1990)
 AW1629
 AW1629'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1629'RECOVERED IN GOOD CONDITION.
 AW1629
 AW1629                          STATION RECOVERY (1991)
 AW1629
 AW1629'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1629'RECOVERED IN GOOD CONDITION.
 AW1629
 AW1629                          STATION RECOVERY (1994)
 AW1629
 AW1629'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1629'RECOVERED IN GOOD CONDITION.
 AW1629
 AW1629                          STATION RECOVERY (2004)
 AW1629
 AW1629'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1629'RECOVERED IN GOOD CONDITION.
 AW1629
 AW1629                          STATION RECOVERY (2005)
 AW1629
 AW1629'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0012 ***********************************************************************
 AN0012  DESIGNATION -  A 1206
 AN0012  PID         -  AN0012
 AN0012  STATE/COUNTY-  TX/JACKSON
 AN0012  USGS QUAD   -  LA WARD (1995)
 AN0012
 AN0012                         *CURRENT SURVEY CONTROL
 AN0012  ___________________________________________________________________
 AN0012* NAD 83(1986)-  28 51 10.     (N)    096 23 05.     (W)     SCALED    
 AN0012* NAVD 88     -         9.46   (+/-2cm)      31.0    (feet)  VERTCON   
 AN0012  ___________________________________________________________________
 AN0012  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN0012
 AN0012  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0012
 AN0012.The horizontal coordinates were scaled from a topographic map and have
 AN0012.an estimated accuracy of +/- 6 seconds.
 AN0012
 AN0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0012.The vertical order pertains to the NGVD 29 superseded value.
 AN0012
 AN0012.The geoid height was determined by GEOID03.
 AN0012
 AN0012;                    North         East    Units  Estimated Accuracy
 AN0012;SPC TXSC     - 4,115,840.      855,140.      MT  (+/- 180 meters Scaled)
 AN0012
 AN0012                          SUPERSEDED SURVEY CONTROL
 AN0012
 AN0012  NGVD 29 (??/??/92)    9.511  (m)           31.20   (f) ADJ UNCH    1 1
 AN0012
 AN0012.Superseded values are not recommended for survey control.
 AN0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0012.See file dsdata.txt to determine how the superseded data were derived.
 AN0012
 AN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS551944(NAD 83)
 AN0012_MARKER: DB = BENCH MARK DISK
 AN0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0012_STAMPING: A 1206 1972
 AN0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0012+STABILITY: SURFACE MOTION
 AN0012
 AN0012  HISTORY     - Date     Condition        Report By
 AN0012  HISTORY     - 1972     MONUMENTED       NGS
 AN0012  HISTORY     - 1978     GOOD             NGS
 AN0012  HISTORY     - 1991     GOOD             USPSQD
 AN0012
 AN0012                          STATION DESCRIPTION
 AN0012
 AN0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0012'4.9 MI E FROM LA WARD.
 AN0012'4.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0012'OF STATE HIGHWAY 172 AT LA WARD, 14 POLES WEST AND ACROSS THE TRACK
 AN0012'FROM MILEPOLE 255, AT THE JUNCTION OF A PRIVATE ROAD SOUTH THROUGH A
 AN0012'METAL GATE, 166.6 FEET SOUTH AND ACROSS FARM ROAD 616 FROM THE SOUTH
 AN0012'RAIL, 59 1/2 FEET SOUTH OF THE CENTER LINE OF ROAD 616, 7 1/2 FEET
 AN0012'WEST OF THE CENTER LINE OF THE PRIVATE ROAD, 2 1/2 FEET NORTH OF THE
 AN0012'WEST END OF A GATE, 1 FOOT NORTHWEST OF THE WEST GATE POST, 1.6 FEET
 AN0012'NORTH OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, 8 1/2 FEET
 AN0012'SOUTH-SOUTHEAST OF THE CENTER OF THE SOUTH END OF AN 18-INCH PIPE
 AN0012'CULVERT, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 AN0012'GRADUAL REFUSAL AT A DEPTH OF 20 FEET.  THE UPPER PORTION OF THE ROD
 AN0012'IS ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AN0012
 AN0012                          STATION RECOVERY (1978)
 AN0012
 AN0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0012'RECOVERED IN GOOD CONDITION.
 AN0012
 AN0012                          STATION RECOVERY (1991)
 AN0012
 AN0012'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0010 ***********************************************************************
 AN0010  DESIGNATION -  A 1207
 AN0010  PID         -  AN0010
 AN0010  STATE/COUNTY-  TX/JACKSON
 AN0010  USGS QUAD   -  LA WARD (1995)
 AN0010
 AN0010                         *CURRENT SURVEY CONTROL
 AN0010  ___________________________________________________________________
 AN0010* NAD 83(1986)-  28 50 46.     (N)    096 24 41.     (W)     SCALED    
 AN0010* NAVD 88     -         5.10   (+/-2cm)      16.7    (feet)  VERTCON   
 AN0010  ___________________________________________________________________
 AN0010  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0010
 AN0010  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0010
 AN0010.The horizontal coordinates were scaled from a topographic map and have
 AN0010.an estimated accuracy of +/- 6 seconds.
 AN0010
 AN0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0010.The vertical order pertains to the NGVD 29 superseded value.
 AN0010
 AN0010.The geoid height was determined by GEOID03.
 AN0010
 AN0010;                    North         East    Units  Estimated Accuracy
 AN0010;SPC TXSC     - 4,115,040.      852,560.      MT  (+/- 180 meters Scaled)
 AN0010
 AN0010                          SUPERSEDED SURVEY CONTROL
 AN0010
 AN0010  NGVD 29 (??/??/92)    5.162  (m)           16.94   (f) ADJ UNCH    1 1
 AN0010
 AN0010.Superseded values are not recommended for survey control.
 AN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0010.See file dsdata.txt to determine how the superseded data were derived.
 AN0010
 AN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS525936(NAD 83)
 AN0010_MARKER: DB = BENCH MARK DISK
 AN0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0010_SP_SET: ABUTMENT
 AN0010_STAMPING: A 1207 1972
 AN0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0010
 AN0010  HISTORY     - Date     Condition        Report By
 AN0010  HISTORY     - 1972     MONUMENTED       NGS
 AN0010  HISTORY     - 1978     GOOD             NGS
 AN0010  HISTORY     - 1991     GOOD             USPSQD
 AN0010
 AN0010                          STATION DESCRIPTION
 AN0010
 AN0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0010'3.3 MI E FROM LA WARD.
 AN0010'3.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0010'OF STATE HIGHWAY 172 AT LA WARD, IN THE TOP OF THE SOUTH END OF THE
 AN0010'EAST CONCRETE ABUTMENT OF HIGHWAY BRIDGE 497.3-14.52 OVER WEST
 AN0010'VARANCAHUA CREEK, 12.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 AN0010'AND ABOUT 1 FOOT HIGHER THAN THE BRIDGE FLOOR.
 AN0010
 AN0010                          STATION RECOVERY (1978)
 AN0010
 AN0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0010'RECOVERED IN GOOD CONDITION.
 AN0010
 AN0010                          STATION RECOVERY (1991)
 AN0010
 AN0010'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1152 ***********************************************************************
 AW1152  DESIGNATION -  A 1208
 AW1152  PID         -  AW1152
 AW1152  STATE/COUNTY-  TX/BRAZORIA
 AW1152  USGS QUAD   -  LIVERPOOL (1963)
 AW1152
 AW1152                         *CURRENT SURVEY CONTROL
 AW1152  ___________________________________________________________________
 AW1152* NAD 83(1986)-  29 18 19.     (N)    095 16 11.     (W)     SCALED    
 AW1152* NAVD 88     -         8.44   (+/-2cm)      27.7    (feet)  VERTCON   
 AW1152  ___________________________________________________________________
 AW1152  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW1152
 AW1152  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1152
 AW1152.The horizontal coordinates were scaled from a topographic map and have
 AW1152.an estimated accuracy of +/- 6 seconds.
 AW1152
 AW1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1152.The vertical order pertains to the NGVD 29 superseded value.
 AW1152
 AW1152.The geoid height was determined by GEOID03.
 AW1152
 AW1152;                    North         East    Units  Estimated Accuracy
 AW1152;SPC TXSC     - 4,168,910.      962,290.      MT  (+/- 180 meters Scaled)
 AW1152
 AW1152                          SUPERSEDED SURVEY CONTROL
 AW1152
 AW1152  NGVD 29 (??/??/92)    8.438  (m)           27.68   (f) ADJ UNCH    1 1
 AW1152
 AW1152.Superseded values are not recommended for survey control.
 AW1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1152.See file dsdata.txt to determine how the superseded data were derived.
 AW1152
 AW1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN795439(NAD 83)
 AW1152_MARKER: DB = BENCH MARK DISK
 AW1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1152_SP_SET: ABUTMENT
 AW1152_STAMPING: A 1208 1973
 AW1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1152
 AW1152  HISTORY     - Date     Condition        Report By
 AW1152  HISTORY     - 1973     MONUMENTED       NGS
 AW1152  HISTORY     - 1978     GOOD             NGS
 AW1152
 AW1152                          STATION DESCRIPTION
 AW1152
 AW1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1152'0.8 MI NE FROM LIVERPOOL.
 AW1152'0.8 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1152'CROSSING OF MAIN STREET AT LIVERPOOL, IN THE TOP OF THE NORTHWEST END
 AW1152'OF THE NORTHEAST CONCRETE ABUTMENT OF CONCRETE BRIDGE 334.3 OVER
 AW1152'CHOCOLATE BAYOU, 6.8 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT
 AW1152'LEVEL WITH THE TRACK.
 AW1152
 AW1152                          STATION RECOVERY (1978)
 AW1152
 AW1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0013 ***********************************************************************
 AM0013  DESIGNATION -  A 1209
 AM0013  PID         -  AM0013
 AM0013  STATE/COUNTY-  TX/BRAZORIA
 AM0013  USGS QUAD   -  JONES CREEK (1974)
 AM0013
 AM0013                         *CURRENT SURVEY CONTROL
 AM0013  ___________________________________________________________________
 AM0013* NAD 83(1986)-  28 59 11.     (N)    095 23 36.     (W)     SCALED    
 AM0013* NAVD 88     -         2.88   (+/-2cm)       9.4    (feet)  VERTCON   
 AM0013  ___________________________________________________________________
 AM0013  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AM0013
 AM0013  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0013
 AM0013.The horizontal coordinates were scaled from a topographic map and have
 AM0013.an estimated accuracy of +/- 6 seconds.
 AM0013
 AM0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0013.The vertical order pertains to the NGVD 29 superseded value.
 AM0013
 AM0013.The geoid height was determined by GEOID03.
 AM0013
 AM0013;                    North         East    Units  Estimated Accuracy
 AM0013;SPC TXSC     - 4,133,210.      951,380.      MT  (+/- 180 meters Scaled)
 AM0013
 AM0013                          SUPERSEDED SURVEY CONTROL
 AM0013
 AM0013  NGVD 29 (??/??/92)    2.903  (m)            9.52   (f) ADJ UNCH    1 1
 AM0013
 AM0013.Superseded values are not recommended for survey control.
 AM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0013.See file dsdata.txt to determine how the superseded data were derived.
 AM0013
 AM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN668088(NAD 83)
 AM0013_MARKER: DB = BENCH MARK DISK
 AM0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0013_SP_SET: FOUNDATION
 AM0013_STAMPING: A 1209 1973
 AM0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0013
 AM0013  HISTORY     - Date     Condition        Report By
 AM0013  HISTORY     - 1973     MONUMENTED       NGS
 AM0013  HISTORY     - 1978     GOOD             NGS
 AM0013
 AM0013                          STATION DESCRIPTION
 AM0013
 AM0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0013'IN DOW PLANT B.
 AM0013'AT DOW PLANT B, 0.25 MILE SOUTHEAST ALONG ELECTRIC ROAD FROM THE
 AM0013'JUNCTION OF BENZENE ROAD, AT THE NORTH CORNER OF THE JUNCTION OF
 AM0013'ELECTRIC AND CANAL ROADS, IN THE TOP AND 0.6 FOOT NORTH OF THE SOUTH
 AM0013'CORNER OF A 3- BY -3 FOOT CONCRETE FOUNDATION OF THE SOUTH STEEL LEG
 AM0013'OF CABLE TOWER NUMBER 8, 1.8 FEET SOUTH OF THE LEG, 120 FEET NORTHWEST
 AM0013'OF THE CENTER LINE OF CANAL ROAD, 39.5 FEET NORTHEAST OF THE CENTER
 AM0013'LINE OF ELECTRIC ROAD, 24.0 FEET NORTHEAST OF THE NORTH CORNER OF
 AM0013'BRIDGE NUMBER 8, AND ABOUT LEVEL WITH THE ROADS.
 AM0013
 AM0013                          STATION RECOVERY (1978)
 AM0013
 AM0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0027 ***********************************************************************
 AW0027  DESIGNATION -  A 1210
 AW0027  PID         -  AW0027
 AW0027  STATE/COUNTY-  TX/BRAZORIA
 AW0027  USGS QUAD   -  DANBURY (1974)
 AW0027
 AW0027                         *CURRENT SURVEY CONTROL
 AW0027  ___________________________________________________________________
 AW0027* NAD 83(1986)-  29 13 38.     (N)    095 20 23.     (W)     SCALED    
 AW0027* NAVD 88     -         6.50   (+/-2cm)      21.3    (feet)  VERTCON   
 AW0027  ___________________________________________________________________
 AW0027  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW0027
 AW0027  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0027
 AW0027.The horizontal coordinates were scaled from a topographic map and have
 AW0027.an estimated accuracy of +/- 6 seconds.
 AW0027
 AW0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0027.The vertical order pertains to the NGVD 29 superseded value.
 AW0027
 AW0027.The geoid height was determined by GEOID03.
 AW0027
 AW0027;                    North         East    Units  Estimated Accuracy
 AW0027;SPC TXSC     - 4,160,050.      955,770.      MT  (+/- 180 meters Scaled)
 AW0027
 AW0027                          SUPERSEDED SURVEY CONTROL
 AW0027
 AW0027  NGVD 29 (??/??/92)    6.504  (m)           21.34   (f) ADJ UNCH    1 1
 AW0027
 AW0027.Superseded values are not recommended for survey control.
 AW0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0027.See file dsdata.txt to determine how the superseded data were derived.
 AW0027
 AW0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN725354(NAD 83)
 AW0027_MARKER: DB = BENCH MARK DISK
 AW0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0027_SP_SET: CULVERT
 AW0027_STAMPING: A 1210 1973
 AW0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0027+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0027
 AW0027  HISTORY     - Date     Condition        Report By
 AW0027  HISTORY     - 1973     MONUMENTED       NGS
 AW0027  HISTORY     - 1978     GOOD             NGS
 AW0027  HISTORY     - 1987     GOOD             USPSQD
 AW0027  HISTORY     - 1987     GOOD             USPSQD
 AW0027  HISTORY     - 1990     GOOD             USPSQD
 AW0027  HISTORY     - 19970628 GOOD             USPSQD
 AW0027  HISTORY     - 20040319 GOOD             USPSQD
 AW0027
 AW0027                          STATION DESCRIPTION
 AW0027
 AW0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0027'0.45 MI SE FROM DANBURY.
 AW0027'0.3 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT DANBURY,
 AW0027'THENCE 0.15 MILE NORTHEAST ALONG FIRST STREET, AT THE JUNCTION OF
 AW0027'SOUTH AVENUE D NORTHWEST AND COUNTY ROAD 211 SOUTHEAST, IN THE TOP AND
 AW0027'0.6 FOOT EAST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF
 AW0027'TRIPLE CULVERTS, 30 FEET NORTHWEST OF THE CENTER LINE OF FIRST STREET,
 AW0027'13 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE AVENUE, 40 FEET
 AW0027'SOUTHWEST OF THE EXTENDED CENTER LINE OF COUNTY ROAD 211, AND ABOUT 1
 AW0027'FOOT HIGHER THAN THE STREET.  NOTE-- THE HEAD WALL SETS AT AN ANGLE.
 AW0027
 AW0027                          STATION RECOVERY (1978)
 AW0027
 AW0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0027'RECOVERED IN GOOD CONDITION.
 AW0027
 AW0027                          STATION RECOVERY (1987)
 AW0027
 AW0027'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW0027'RECOVERED IN GOOD CONDITION.
 AW0027
 AW0027                          STATION RECOVERY (1987)
 AW0027
 AW0027'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0027'RECOVERED IN GOOD CONDITION.
 AW0027
 AW0027                          STATION RECOVERY (1990)
 AW0027
 AW0027'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW0027'RECOVERED IN GOOD CONDITION.
 AW0027
 AW0027                          STATION RECOVERY (1997)
 AW0027
 AW0027'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0027'RECOVERED IN GOOD CONDITION.
 AW0027
 AW0027                          STATION RECOVERY (2004)
 AW0027
 AW0027'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2290 ***********************************************************************
 AW2290  DESIGNATION -  A 1211
 AW2290  PID         -  AW2290
 AW2290  STATE/COUNTY-  TX/HARRIS
 AW2290  USGS QUAD   -  BELLAIRE (1995)
 AW2290
 AW2290                         *CURRENT SURVEY CONTROL
 AW2290  ___________________________________________________________________
 AW2290* NAD 83(1986)-  29 41 55.     (N)    095 27 34.     (W)     SCALED    
 AW2290* NAVD 88     -        16.304  (meters)      53.49   (feet)  ADJUSTED  
 AW2290  ___________________________________________________________________
 AW2290  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW2290  DYNAMIC HT  -          16.281 (meters)      53.42  (feet)  COMP
 AW2290  MODELED GRAV-     979,279.1   (mgal)                       NAVD 88
 AW2290
 AW2290  VERT ORDER  -  FIRST     CLASS II
 AW2290
 AW2290.The horizontal coordinates were scaled from a topographic map and have
 AW2290.an estimated accuracy of +/- 6 seconds.
 AW2290
 AW2290.The orthometric height was determined by differential leveling
 AW2290.and adjusted by the National Geodetic Survey in September 1996..
 AW2290
 AW2290.The geoid height was determined by GEOID03.
 AW2290
 AW2290.The dynamic height is computed by dividing the NAVD 88
 AW2290.geopotential number by the normal gravity value computed on the
 AW2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2290.degrees latitude (g = 980.6199 gals.).
 AW2290
 AW2290.The modeled gravity was interpolated from observed gravity values.
 AW2290
 AW2290;                    North         East    Units  Estimated Accuracy
 AW2290;SPC TXSC     - 4,211,910.      942,550.      MT  (+/- 180 meters Scaled)
 AW2290
 AW2290                          SUPERSEDED SURVEY CONTROL
 AW2290
 AW2290  NAVD 88 (06/15/91)   16.468  (m)           54.03   (f) UNKNOWN     1 2
 AW2290  NGVD 29 (12/23/87)   16.464  (m)           54.02   (f) ADJUSTED    1 2
 AW2290
 AW2290.Superseded values are not recommended for survey control.
 AW2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2290.See file dsdata.txt to determine how the superseded data were derived.
 AW2290
 AW2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN620879(NAD 83)
 AW2290_MARKER: DV = VERTICAL CONTROL DISK
 AW2290_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW2290_SP_SET: PIER
 AW2290_STAMPING: A 1211 1973
 AW2290_MARK LOGO: NGS   
 AW2290_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2290+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW2290
 AW2290  HISTORY     - Date     Condition        Report By
 AW2290  HISTORY     - 1973     MONUMENTED       NGS
 AW2290  HISTORY     - 1978     GOOD             NGS
 AW2290  HISTORY     - 1985     GOOD             USPSQD
 AW2290  HISTORY     - 1986     GOOD             NGS
 AW2290  HISTORY     - 1987     GOOD             USPSQD
 AW2290  HISTORY     - 1989     GOOD             USPSQD
 AW2290  HISTORY     - 1990     GOOD             USPSQD
 AW2290  HISTORY     - 1991     GOOD             USPSQD
 AW2290  HISTORY     - 19931030 GOOD             USPSQD
 AW2290  HISTORY     - 19951009 GOOD             CHANCE
 AW2290  HISTORY     - 20040529 GOOD             USPSQD
 AW2290  HISTORY     - 20051006 GOOD             USPSQD
 AW2290
 AW2290                          STATION DESCRIPTION
 AW2290
 AW2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2290'1.0 MI SE FROM BELLAIRE.
 AW2290'0.5 MILE EAST ALONG BELLAIRE BOULEVARD FROM THE JUNCTION OF RICE
 AW2290'AVENUE AT BELLAIRE, THENCE 0.5 MILE SOUTH ALONG THE WEST FRONTAGE ROAD
 AW2290'OF WEST LOOP INTERSTATE HIGHWAY 610, AT THE JUNCTION OF EVERGREEN
 AW2290'STREET, AT INTERSTATE HIGHWAY 610 OVERPASS OVER THE STREET, SET
 AW2290'VERTICALLY IN THE WEST FACE OF THE WEST ONE OF THE FIRST ROW OF
 AW2290'CONCRETE PIERS NORTH OF THE STREET, 63.9 FEET EAST OF THE EAST CURB OF
 AW2290'THE ROAD, 7.5 FEET NORTH OF THE NORTH CURB OF THE STREET, AND ABOUT 3
 AW2290'1/2 FEET HIGHER THAN THE STREET.
 AW2290
 AW2290                          STATION RECOVERY (1978)
 AW2290
 AW2290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2290'RECOVERED IN GOOD CONDITION.
 AW2290
 AW2290                          STATION RECOVERY (1985)
 AW2290
 AW2290'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW2290'RECOVERED IN GOOD CONDITION.
 AW2290
 AW2290                          STATION RECOVERY (1986)
 AW2290
 AW2290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2290'RECOVERED IN GOOD CONDITION.
 AW2290
 AW2290                          STATION RECOVERY (1987)
 AW2290
 AW2290'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2290'RECOVERED IN GOOD CONDITION.
 AW2290
 AW2290                          STATION RECOVERY (1989)
 AW2290
 AW2290'RECOVERY NOTE BY US POWER SQUADRON 1989 (TT)
 AW2290'RECOVERED IN GOOD CONDITION.
 AW2290
 AW2290                          STATION RECOVERY (1990)
 AW2290
 AW2290'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2290'RECOVERED IN GOOD CONDITION.
 AW2290
 AW2290                          STATION RECOVERY (1991)
 AW2290
 AW2290'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW2290'RECOVERED IN GOOD CONDITION.
 AW2290
 AW2290                          STATION RECOVERY (1993)
 AW2290
 AW2290'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2290'RECOVERED IN GOOD CONDITION.
 AW2290
 AW2290                          STATION RECOVERY (1995)
 AW2290
 AW2290'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2290'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW2290'ADDITIONAL TIES FOLLOW.  41 FT (12.5 M) NORTHEAST OF A MANHOLE.  55 FT
 AW2290'(16.8 M) EAST OF A PEDESTRIAN TRAFFIC SIGNAL.  6.5 FT (2.0 M) SOUTH OF
 AW2290'THE SOUTH CURB OF THE U-TURN LANE.
 AW2290
 AW2290                          STATION RECOVERY (2004)
 AW2290
 AW2290'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2290'ON SECOND PIER FROM WEST SIDE.
 AW2290
 AW2290                          STATION RECOVERY (2005)
 AW2290
 AW2290'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2290'FOUND AS DESCRIBED.
 AW2290' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4725 ***********************************************************************
 AW4725  DESIGNATION -  A 1212
 AW4725  PID         -  AW4725
 AW4725  STATE/COUNTY-  TX/FORT BEND
 AW4725  USGS QUAD   -  SUGAR LAND (1995)
 AW4725
 AW4725                         *CURRENT SURVEY CONTROL
 AW4725  ___________________________________________________________________
 AW4725* NAD 83(1986)-  29 35 56.     (N)    095 42 49.     (W)     SCALED    
 AW4725* NAVD 88     -        23.830  (meters)      78.18   (feet)  ADJUSTED  
 AW4725  ___________________________________________________________________
 AW4725  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW4725  DYNAMIC HT  -          23.797 (meters)      78.07  (feet)  COMP
 AW4725  MODELED GRAV-     979,268.3   (mgal)                       NAVD 88
 AW4725
 AW4725  VERT ORDER  -  FIRST     CLASS II
 AW4725
 AW4725.The horizontal coordinates were scaled from a topographic map and have
 AW4725.an estimated accuracy of +/- 6 seconds.
 AW4725
 AW4725.The orthometric height was determined by differential leveling
 AW4725.and adjusted by the National Geodetic Survey in June 1991..
 AW4725
 AW4725.The geoid height was determined by GEOID03.
 AW4725
 AW4725.The dynamic height is computed by dividing the NAVD 88
 AW4725.geopotential number by the normal gravity value computed on the
 AW4725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4725.degrees latitude (g = 980.6199 gals.).
 AW4725
 AW4725.The modeled gravity was interpolated from observed gravity values.
 AW4725
 AW4725;                    North         East    Units  Estimated Accuracy
 AW4725;SPC TXSC     - 4,200,140.      918,280.      MT  (+/- 180 meters Scaled)
 AW4725
 AW4725                          SUPERSEDED SURVEY CONTROL
 AW4725
 AW4725  NGVD 29 (12/23/87)   23.826  (m)           78.17   (f) ADJUSTED    1 2
 AW4725
 AW4725.Superseded values are not recommended for survey control.
 AW4725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4725.See file dsdata.txt to determine how the superseded data were derived.
 AW4725
 AW4725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN371774(NAD 83)
 AW4725_MARKER: DB = BENCH MARK DISK
 AW4725_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4725_SP_SET: CULVERT HEADWALL
 AW4725_STAMPING: A 1212 1973
 AW4725_MARK LOGO: NGS   
 AW4725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4725+STABILITY: SURFACE MOTION
 AW4725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4725+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW4725
 AW4725  HISTORY     - Date     Condition        Report By
 AW4725  HISTORY     - 1973     MONUMENTED       NGS
 AW4725  HISTORY     - 1987     GOOD             USPSQD
 AW4725  HISTORY     - 1987     GOOD             NGS
 AW4725  HISTORY     - 1990     GOOD             USPSQD
 AW4725  HISTORY     - 19900120 GOOD             USPSQD
 AW4725  HISTORY     - 19931204 GOOD             USPSQD
 AW4725  HISTORY     - 20030621 GOOD             LJA
 AW4725  HISTORY     - 20051012 GOOD             LJA
 AW4725
 AW4725                          STATION DESCRIPTION
 AW4725
 AW4725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4725'3.25 MI NE FROM SUGAR LAND.
 AW4725'3.25 MILES NORTHEAST ALONG U.S. HIGHWAY 90 ALT. FROM THE COUNTY
 AW4725'COURTHOUSE AT RICHMOND, AT THE NORTHWEST CORNER OF THE JUNCTION OF A
 AW4725'ROAD NORTH TO TEXAS DEPARTMENT OF CORRECTION JESTER UNIT, IN THE TOP
 AW4725'AND 2.0 FEET EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF
 AW4725'DOUBLE CONCRETE PIPE CULVERTS UNDER THE WESTBOUND LANES, 27 FEET NORTH
 AW4725'OF THE CENTER LINE OF THE WESTBOUND LANES OF THE HIGHWAY, 70 FEET WEST
 AW4725'OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE
 AW4725'HIGHWAY.
 AW4725
 AW4725                          STATION RECOVERY (1987)
 AW4725
 AW4725'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW4725'RECOVERED IN GOOD CONDITION.
 AW4725
 AW4725                          STATION RECOVERY (1987)
 AW4725
 AW4725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4725'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4725'ADD--ALSO 8.1 KM (5.0 MI) WEST ALONG US HIGHWAY 90 ALTERNATE FROM THE
 AW4725'JUNCTION OF STATE HIGHWAY 58 SPUR IN SUGARLAND.
 AW4725
 AW4725                          STATION RECOVERY (1990)
 AW4725
 AW4725'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW4725'RECOVERED IN GOOD CONDITION.
 AW4725
 AW4725                          STATION RECOVERY (1990)
 AW4725
 AW4725'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4725'RECOVERED IN GOOD CONDITION.
 AW4725
 AW4725                          STATION RECOVERY (1993)
 AW4725
 AW4725'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4725'RECOVERED IN GOOD CONDITION.
 AW4725
 AW4725                          STATION RECOVERY (2003)
 AW4725
 AW4725'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (MD)
 AW4725'RECOVERED IN GOOD CONDITION.
 AW4725
 AW4725                          STATION RECOVERY (2005)
 AW4725
 AW4725'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW4725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2336 ***********************************************************************
 AW2336  DESIGNATION -  A 1213
 AW2336  PID         -  AW2336
 AW2336  STATE/COUNTY-  TX/HARRIS
 AW2336  USGS QUAD   -  CLODINE (1995)
 AW2336
 AW2336                         *CURRENT SURVEY CONTROL
 AW2336  ___________________________________________________________________
 AW2336* NAD 83(1986)-  29 44 38.     (N)    095 38 39.     (W)     SCALED    
 AW2336* NAVD 88     -        27.34   (+/-2cm)      89.7    (feet)  VERTCON   
 AW2336  ___________________________________________________________________
 AW2336  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AW2336
 AW2336  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2336
 AW2336.The horizontal coordinates were scaled from a topographic map and have
 AW2336.an estimated accuracy of +/- 6 seconds.
 AW2336
 AW2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2336.The vertical order pertains to the NGVD 29 superseded value.
 AW2336
 AW2336.The geoid height was determined by GEOID03.
 AW2336
 AW2336;                    North         East    Units  Estimated Accuracy
 AW2336;SPC TXSC     - 4,216,400.      924,540.      MT  (+/- 180 meters Scaled)
 AW2336
 AW2336                          SUPERSEDED SURVEY CONTROL
 AW2336
 AW2336  NGVD 29 (??/??/92)   27.328  (m)           89.66   (f) ADJ UNCH    2 0
 AW2336
 AW2336.Superseded values are not recommended for survey control.
 AW2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2336.See file dsdata.txt to determine how the superseded data were derived.
 AW2336
 AW2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN442933(NAD 83)
 AW2336_MARKER: DB = BENCH MARK DISK
 AW2336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2336_SP_SET: CULVERT
 AW2336_STAMPING: A 1213 1973
 AW2336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2336
 AW2336  HISTORY     - Date     Condition        Report By
 AW2336  HISTORY     - 1973     MONUMENTED       NGS
 AW2336  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2336  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2336  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2336  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW2336
 AW2336                          STATION DESCRIPTION
 AW2336
 AW2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2336'2.8 MI S FROM ADDICKS.
 AW2336'2.8 MILES SOUTH ALONG STATE HIGHWAY 6 FROM INTERSTATE HIGHWAY 10
 AW2336'OVERPASS AT ADDICKS, 0.55 MILE NORTH OF THE JUNCTION OF WESTHEIMER
 AW2336'ROAD, 0.2 MILE NORTH OF THE JUNCTION OF PIPING ROCK LANE EAST, 0.1
 AW2336'MILE SOUTH OF THE JUNCTION OF A DRIVEWAY EAST TO MAGEE CHAPEL BAPTIST
 AW2336'CHURCH, IN THE TOP AND 0.7 FOOT NORTH OF THE SOUTH END OF THE EAST
 AW2336'CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT, 22 1/2 FEET EAST OF THE
 AW2336'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW2336
 AW2336                          STATION RECOVERY (1978)
 AW2336
 AW2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2336'NOT RECOVERED.  NOTE=THERE IS A NEW HEADWALL AT THE DESCRIBED
 AW2336'LOCATION.
 AW2336
 AW2336                          STATION RECOVERY (1983)
 AW2336
 AW2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2336'NOT RECOVERED, ROAD WIDENED, CULVERT GONE, DISK LOST.
 AW2336
 AW2336                          STATION RECOVERY (1994)
 AW2336
 AW2336'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2336'MARK NOT FOUND.
 AW2336
 AW2336                          STATION RECOVERY (2004)
 AW2336
 AW2336'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1039 ***********************************************************************
 AW1039  DESIGNATION -  A 1214
 AW1039  PID         -  AW1039
 AW1039  STATE/COUNTY-  TX/HARRIS
 AW1039  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1039
 AW1039                         *CURRENT SURVEY CONTROL
 AW1039  ___________________________________________________________________
 AW1039* NAD 83(1986)-  29 32 19.     (N)    095 08 52.     (W)     SCALED    
 AW1039* NAVD 88     -         9.43   (+/-2cm)      30.9    (feet)  VERTCON   
 AW1039  ___________________________________________________________________
 AW1039  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1039
 AW1039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1039
 AW1039.The horizontal coordinates were scaled from a topographic map and have
 AW1039.an estimated accuracy of +/- 6 seconds.
 AW1039
 AW1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1039.The vertical order pertains to the NGVD 29 superseded value.
 AW1039
 AW1039.The geoid height was determined by GEOID03.
 AW1039
 AW1039;                    North         East    Units  Estimated Accuracy
 AW1039;SPC TXSC     - 4,195,140.      973,280.      MT  (+/- 180 meters Scaled)
 AW1039
 AW1039                          SUPERSEDED SURVEY CONTROL
 AW1039
 AW1039  NGVD 29 (??/??/92)    9.423  (m)           30.92   (f) ADJ UNCH    2 0
 AW1039
 AW1039.Superseded values are not recommended for survey control.
 AW1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1039.See file dsdata.txt to determine how the superseded data were derived.
 AW1039
 AW1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN918695(NAD 83)
 AW1039_MARKER: DB = BENCH MARK DISK
 AW1039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1039_SP_SET: BRIDGE
 AW1039_STAMPING: A 1214 1973
 AW1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1039
 AW1039  HISTORY     - Date     Condition        Report By
 AW1039  HISTORY     - 1973     MONUMENTED       NGS
 AW1039  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1039  HISTORY     - 1987     GOOD             USPSQD
 AW1039  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1039  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1039  HISTORY     - 1988     GOOD             USPSQD
 AW1039  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1039  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AW1039  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1039  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1039
 AW1039                          STATION DESCRIPTION
 AW1039
 AW1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1039'2.35 MI W FROM WEBSTER.
 AW1039'0.5 MILE SOUTHWEST ALONG FARM ROAD 528 FROM THE JUNCTION OF STATE
 AW1039'HIGHWAY 3 AT WEBSTER, THENCE 0.95 MILE NORTHWEST ALONG NORTH TEXAS
 AW1039'AVENUE, THENCE 0.9 MILE SOUTHWEST ALONG FRIENDSWOOD LINK ROAD (BAY
 AW1039'AREA BOULEVARD), IN THE TOP AND 1.1 FEET EAST OF THE WEST END OF THE
 AW1039'NORTH CONCRETE HEADWALL OF A BRIDGE, 15.5 FEET NORTH OF THE CENTER
 AW1039'LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AW1039
 AW1039                          STATION RECOVERY (1978)
 AW1039
 AW1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1039'NOT RECOVERED.  NEW ROAD BEING BUILT, BRIDGE NO LONGER EXISTS.
 AW1039
 AW1039                          STATION RECOVERY (1987)
 AW1039
 AW1039'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW1039'RECOVERED IN GOOD CONDITION.
 AW1039
 AW1039                          STATION RECOVERY (1987)
 AW1039
 AW1039'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1039'MARK NOT FOUND.
 AW1039
 AW1039                          STATION RECOVERY (1987)
 AW1039
 AW1039'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1039'MARK NOT FOUND.
 AW1039
 AW1039                          STATION RECOVERY (1988)
 AW1039
 AW1039'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW1039'RECOVERED IN GOOD CONDITION.
 AW1039
 AW1039                          STATION RECOVERY (1989)
 AW1039
 AW1039'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLB)
 AW1039'MARK NOT FOUND.
 AW1039
 AW1039                          STATION RECOVERY (1997)
 AW1039
 AW1039'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1039'MARK NOT FOUND.
 AW1039
 AW1039                          STATION RECOVERY (1999)
 AW1039
 AW1039'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1039'MARK NOT FOUND.
 AW1039
 AW1039                          STATION RECOVERY (2000)
 AW1039
 AW1039'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0829 ***********************************************************************
 BL0829  DESIGNATION -  A 1215
 BL0829  PID         -  BL0829
 BL0829  STATE/COUNTY-  TX/WALKER
 BL0829  USGS QUAD   -  NEW WAVERLY (1976)
 BL0829
 BL0829                         *CURRENT SURVEY CONTROL
 BL0829  ___________________________________________________________________
 BL0829* NAD 83(1986)-  30 35 58.     (N)    095 28 45.     (W)     SCALED    
 BL0829* NAVD 88     -       116.743  (meters)     383.01   (feet)  ADJUSTED  
 BL0829  ___________________________________________________________________
 BL0829  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL0829  DYNAMIC HT  -         116.589 (meters)     382.51  (feet)  COMP
 BL0829  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 BL0829
 BL0829  VERT ORDER  -  FIRST     CLASS I
 BL0829
 BL0829.The horizontal coordinates were scaled from a topographic map and have
 BL0829.an estimated accuracy of +/- 6 seconds.
 BL0829
 BL0829.The orthometric height was determined by differential leveling
 BL0829.and adjusted by the National Geodetic Survey in June 1991..
 BL0829
 BL0829.The geoid height was determined by GEOID03.
 BL0829
 BL0829.The dynamic height is computed by dividing the NAVD 88
 BL0829.geopotential number by the normal gravity value computed on the
 BL0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0829.degrees latitude (g = 980.6199 gals.).
 BL0829
 BL0829.The modeled gravity was interpolated from observed gravity values.
 BL0829
 BL0829;                    North         East    Units  Estimated Accuracy
 BL0829;SPC TX C     - 3,113,560.    1,165,330.      MT  (+/- 180 meters Scaled)
 BL0829
 BL0829                          SUPERSEDED SURVEY CONTROL
 BL0829
 BL0829  NGVD 29 (12/23/87)  116.749  (m)          383.03   (f) ADJUSTED    1 1
 BL0829
 BL0829.Superseded values are not recommended for survey control.
 BL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0829.See file dsdata.txt to determine how the superseded data were derived.
 BL0829
 BL0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP623878(NAD 83)
 BL0829_MARKER: DB = BENCH MARK DISK
 BL0829_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0829_SP_SET: COPPER-CLAD STEEL ROD
 BL0829_STAMPING: A 1215 1973
 BL0829_MARK LOGO: NGS   
 BL0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0829
 BL0829  HISTORY     - Date     Condition        Report By
 BL0829  HISTORY     - 1973     MONUMENTED       NGS
 BL0829  HISTORY     - 1978     GOOD             NGS
 BL0829  HISTORY     - 1987     GOOD             USPSQD
 BL0829  HISTORY     - 1987     GOOD             NGS
 BL0829
 BL0829                          STATION DESCRIPTION
 BL0829
 BL0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0829'4.3 MI N FROM NEW WAVERLY.
 BL0829'ABOUT 4.3 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0829'CROSSING OF FARM ROAD 150, AT A ROAD CROSSING, 67.6 FEET SOUTHEAST OF
 BL0829'THE CENTER LINE OF THE ROAD CROSSING, 46.2 FEET WEST OF THE CENTER
 BL0829'LINE OF A GRADED DIRT ROAD PARALLELING THE TRACKS, 32.2 FEET EAST OF
 BL0829'THE EAST RAIL, 12.6 FEET WEST OF A FENCE, 1 1/2 FEET SOUTH OF A METAL
 BL0829'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE RAIL, AND IS A DISK SET ON
 BL0829'TOP OF A 5/8-INCH COPPER COATED STEEL ROD AND PROTECTED BY A 6-INCH
 BL0829'METAL PIPE FLUSH WITH THE GROUND, THE ROD WAS DRIVEN TO A DEPTH OF 48
 BL0829'FEET.
 BL0829
 BL0829                          STATION RECOVERY (1978)
 BL0829
 BL0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0829'RECOVERED IN GOOD CONDITION.
 BL0829
 BL0829                          STATION RECOVERY (1987)
 BL0829
 BL0829'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL0829'RECOVERED IN GOOD CONDITION.
 BL0829
 BL0829                          STATION RECOVERY (1987)
 BL0829
 BL0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0829'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL0829'DELETE--12.6 FEET WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1783 ***********************************************************************
 AW1783  DESIGNATION -  A 1216
 AW1783  PID         -  AW1783
 AW1783  STATE/COUNTY-  TX/HARRIS
 AW1783  USGS QUAD   -  SATSUMA (1982)
 AW1783
 AW1783                         *CURRENT SURVEY CONTROL
 AW1783  ___________________________________________________________________
 AW1783* NAD 83(1986)-  29 54 50.     (N)    095 37 07.     (W)     SCALED    
 AW1783* NAVD 88     -        38.369  (meters)     125.88   (feet)  ADJUSTED  
 AW1783  ___________________________________________________________________
 AW1783  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW1783  DYNAMIC HT  -          38.317 (meters)     125.71  (feet)  COMP
 AW1783  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 AW1783
 AW1783  VERT ORDER  -  FIRST     CLASS II
 AW1783
 AW1783.The horizontal coordinates were scaled from a topographic map and have
 AW1783.an estimated accuracy of +/- 6 seconds.
 AW1783
 AW1783.The orthometric height was determined by differential leveling
 AW1783.and adjusted by the National Geodetic Survey in June 1991..
 AW1783
 AW1783.The geoid height was determined by GEOID03.
 AW1783
 AW1783.The dynamic height is computed by dividing the NAVD 88
 AW1783.geopotential number by the normal gravity value computed on the
 AW1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1783.degrees latitude (g = 980.6199 gals.).
 AW1783
 AW1783.The modeled gravity was interpolated from observed gravity values.
 AW1783
 AW1783;                    North         East    Units  Estimated Accuracy
 AW1783;SPC TXSC     - 4,235,300.      926,470.      MT  (+/- 180 meters Scaled)
 AW1783
 AW1783                          SUPERSEDED SURVEY CONTROL
 AW1783
 AW1783  NGVD 29 (12/23/87)   38.362  (m)          125.86   (f) ADJUSTED    1 2
 AW1783
 AW1783.Superseded values are not recommended for survey control.
 AW1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1783.See file dsdata.txt to determine how the superseded data were derived.
 AW1783
 AW1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP471121(NAD 83)
 AW1783_MARKER: DB = BENCH MARK DISK
 AW1783_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1783_SP_SET: COPPER-CLAD STEEL ROD
 AW1783_STAMPING: A 1216 1973
 AW1783_MARK LOGO: NGS   
 AW1783_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW1783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1783+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 AW1783
 AW1783  HISTORY     - Date     Condition        Report By
 AW1783  HISTORY     - 1973     MONUMENTED       NGS
 AW1783  HISTORY     - 1978     GOOD             DOD
 AW1783  HISTORY     - 1978     GOOD             NGS
 AW1783  HISTORY     - 1986     GOOD             NGS
 AW1783  HISTORY     - 1987     GOOD             USPSQD
 AW1783  HISTORY     - 19940326 GOOD             USPSQD
 AW1783  HISTORY     - 19990819 GOOD             NGS
 AW1783  HISTORY     - 20040715 GOOD             USPSQD
 AW1783
 AW1783                          STATION DESCRIPTION
 AW1783
 AW1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1783'6.25 MI SE FROM CYPRESS.
 AW1783'ABOUT 6.25 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1783'AT CYPRESS, 0.1 MILE SOUTHEAST OF THE INTERSECTON OF US HIGHWAY 290,
 AW1783'FARM RD. 1960 AND STATE HIGHWAY 6, 59.3 FEET SOUTHWEST OF THE CENTER
 AW1783'LINE OF US HIGHWAY 290, 30.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 AW1783'THE SOUTHERN PACIFIC RAILROAD, 56 FEET WEST OF AN UNDERGROUND CABLE
 AW1783'MARKER POST 33-6, 2 FEET NORTHWEST OF A TELEPHONE POLE, 1.2 FEET
 AW1783'SOUTHEAST OF A METAL WITNESS POST, AND IS A DISK SET ON THE TOP OF A
 AW1783'5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH IRON PIPE
 AW1783'FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 AW1783
 AW1783                          STATION RECOVERY (1978)
 AW1783
 AW1783'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1783'RECOVERED IN GOOD CONDITION.
 AW1783
 AW1783                          STATION RECOVERY (1978)
 AW1783
 AW1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1783'RECOVERED.  OMIT=6.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM
 AW1783'THE POST OFFICE IN CYPRESS.  ADD=6.3 MILES SOUTHEAST ALONG U.S.
 AW1783'HIGHWAY 290 FROM THE JUNCTION OF U.S. HIGHWAY 290 AND CYPRESS-SPRING
 AW1783'ROAD IN CYPRESS.
 AW1783
 AW1783                          STATION RECOVERY (1986)
 AW1783
 AW1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1783'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.9 KM (4.3 MI)
 AW1783'SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 AW1783'SPRING-CYPRESS ROAD IN CYPRESS, THENCE 3.2 KM (2.0 MI) SOUTHEASTERLY
 AW1783'ALONG THE SOUTHERN PACIFIC RAILROAD, OR 10.7 KM (6.65 MI)
 AW1783'NORTHWESTERLY ALONG HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW1783'FAIRBANKS.
 AW1783
 AW1783                          STATION RECOVERY (1987)
 AW1783
 AW1783'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1783'RECOVERED IN GOOD CONDITION.
 AW1783
 AW1783                          STATION RECOVERY (1994)
 AW1783
 AW1783'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1783'RECOVERED IN GOOD CONDITION.
 AW1783
 AW1783                          STATION RECOVERY (1999)
 AW1783
 AW1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (PJZ)
 AW1783'30.7 FT.  (9.4 M) NORTHEAST OF NE RAIL OF SP RAILROAD TRACKS, 2.0 FT.
 AW1783'(0.6 M) NORTH OF OLD TELEGRAPH POLE, 1.2 FT (0.4 M) NORTHEAST OF
 AW1783'WITNESS POST, 31.4 FT (9.6 M) SOUTHWEST OF EDGE OF ASPHALT ON OLD
 AW1783'HEMPSTEAD HIGHWAY AND 62.7 FT (19.1 M) SOUTH SOUTHWEST OF BACK CURB AT
 AW1783'CONCRETE ASPHALT TRANSITION ON OLD HEMPSTEAD HIGHWAY.
 AW1783
 AW1783                          STATION RECOVERY (2004)
 AW1783
 AW1783'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1783'LOTS OF POISN IVY HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3141 ***********************************************************************
 AW3141  DESIGNATION -  A 1217
 AW3141  PID         -  AW3141
 AW3141  STATE/COUNTY-  TX/CHAMBERS
 AW3141  USGS QUAD   -  ANAHUAC (1993)
 AW3141
 AW3141                         *CURRENT SURVEY CONTROL
 AW3141  ___________________________________________________________________
 AW3141* NAD 83(1986)-  29 49 54.     (N)    094 38 55.     (W)     SCALED    
 AW3141* NAVD 88     -         8.75   (+/-2cm)      28.7    (feet)  VERTCON   
 AW3141  ___________________________________________________________________
 AW3141  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW3141
 AW3141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3141
 AW3141.The horizontal coordinates were scaled from a topographic map and have
 AW3141.an estimated accuracy of +/- 6 seconds.
 AW3141
 AW3141.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3141.The vertical order pertains to the NGVD 29 superseded value.
 AW3141
 AW3141.The geoid height was determined by GEOID03.
 AW3141
 AW3141;                    North         East    Units  Estimated Accuracy
 AW3141;SPC TXSC     - 4,229,290.    1,020,420.      MT  (+/- 180 meters Scaled)
 AW3141
 AW3141                          SUPERSEDED SURVEY CONTROL
 AW3141
 AW3141  NGVD 29 (??/??/92)    8.75   (m)           28.7    (f) COMPUTED    2 0
 AW3141
 AW3141.Superseded values are not recommended for survey control.
 AW3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3141.See file dsdata.txt to determine how the superseded data were derived.
 AW3141
 AW3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP407012(NAD 83)
 AW3141_MARKER: DB = BENCH MARK DISK
 AW3141_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW3141+WITH SETTING: INTO GROUND
 AW3141_STAMPING: A 1217 1973
 AW3141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3141+STABILITY: SURFACE MOTION
 AW3141
 AW3141  HISTORY     - Date     Condition        Report By
 AW3141  HISTORY     - 1973     MONUMENTED       NGS
 AW3141  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW3141  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3141  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AW3141
 AW3141                          STATION DESCRIPTION
 AW3141
 AW3141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3141'2.9 MI SW FROM HANKAMER.
 AW3141'ABOUT 2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE CHURCH OF
 AW3141'CHRIST AT HANKAMER, ABOUT 10 FEET EAST OF A LONE OIL STORAGE TANK, 89
 AW3141'1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET SOUTH OF THE
 AW3141'CENTER LINE OF A PRIVATE DRIVE LEADING TO THE OIL STORAGE TANK, 1 FOOT
 AW3141'WEST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 AW3141'WITH THE GROUND, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A
 AW3141'DISK SET ON TOP OF A 4-FOOT LENGTH OF A 5/8-INCH COPPER COATED STEEL
 AW3141'ROD AND PROTECTED BY A 6-INCH IRON PIPE.  A BASE PLATE IS ATTACHED TO
 AW3141'ROD.
 AW3141
 AW3141                          STATION RECOVERY (1997)
 AW3141
 AW3141'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3141'MARK NOT FOUND.
 AW3141
 AW3141                          STATION RECOVERY (2001)
 AW3141
 AW3141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3141'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3141
 AW3141                          STATION RECOVERY (2004)
 AW3141
 AW3141'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AW3141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1495 ***********************************************************************
 AW1495  DESIGNATION -  A 1218
 AW1495  PID         -  AW1495
 AW1495  STATE/COUNTY-  TX/CHAMBERS
 AW1495  USGS QUAD   -  COVE (1993)
 AW1495
 AW1495                         *CURRENT SURVEY CONTROL
 AW1495  ___________________________________________________________________
 AW1495* NAD 83(1986)-  29 45 14.     (N)    094 51 14.     (W)     SCALED    
 AW1495* NAVD 88     -         9.24   (+/-2cm)      30.3    (feet)  VERTCON   
 AW1495  ___________________________________________________________________
 AW1495  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW1495
 AW1495  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1495
 AW1495.The horizontal coordinates were scaled from a topographic map and have
 AW1495.an estimated accuracy of +/- 6 seconds.
 AW1495
 AW1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1495.The vertical order pertains to the NGVD 29 superseded value.
 AW1495
 AW1495.The geoid height was determined by GEOID03.
 AW1495
 AW1495;                    North         East    Units  Estimated Accuracy
 AW1495;SPC TXSC     - 4,219,960.    1,000,900.      MT  (+/- 180 meters Scaled)
 AW1495
 AW1495                          SUPERSEDED SURVEY CONTROL
 AW1495
 AW1495  NGVD 29 (??/??/92)    9.236  (m)           30.30   (f) ADJ UNCH    1 2
 AW1495
 AW1495.Superseded values are not recommended for survey control.
 AW1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1495.See file dsdata.txt to determine how the superseded data were derived.
 AW1495
 AW1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN207929(NAD 83)
 AW1495_MARKER: DB = BENCH MARK DISK
 AW1495_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1495_SP_SET: 32 FT.
 AW1495_STAMPING: A 1218 1973
 AW1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1495+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AW1495
 AW1495  HISTORY     - Date     Condition        Report By
 AW1495  HISTORY     - 1973     MONUMENTED       NGS
 AW1495  HISTORY     - 1978     GOOD             NGS
 AW1495  HISTORY     - 1988     GOOD             USPSQD
 AW1495  HISTORY     - 1990     GOOD             USPSQD
 AW1495  HISTORY     - 19960921 GOOD             USPSQD
 AW1495  HISTORY     - 20010331 GOOD             NGS
 AW1495  HISTORY     - 20040204 GOOD             USPSQD
 AW1495  HISTORY     - 20050205 GOOD             USPSQD
 AW1495
 AW1495                          STATION DESCRIPTION
 AW1495
 AW1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1495'7.65 MI SW FROM COVE.
 AW1495'ABOUT 5.15 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE I-10 OVERPASS
 AW1495'AT COVE, THENCE 2.5 MILES SOUTH ALONG FARM ROAD 2354, ABOUT 148 FEET
 AW1495'SOUTH OF THE SOUTHEAST CORNER OF THE SOUTH CONCRETE ABUTMENT OF A NEW
 AW1495'BRIDGE OVER A CANAL, 75 1/2 FEET SOUTH OF THE CENTER LINE OF AN
 AW1495'ASPHALT ROAD LEADING EAST ALONG THE SOUTH SIDE OF THE CANAL, 60 FEET
 AW1495'EAST OF THE CENTER LINE OF FARM MARKET ROAD 2354, 6 1/2 FEET SOUTH OF
 AW1495'POWER POLE 15240, 1 FOOT WEST OF A FENCE, 0.8 FOOT NORTH OF A METAL
 AW1495'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A DISK SET ON TOP OF A
 AW1495'5/8-INCH COPPER COATED STEEL ROD FLUSH WITH THE GROUND, AND PROTECTED
 AW1495'BY A 6-INCH IRON PIPE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO
 AW1495'A DEPTH OF 32 FEET.
 AW1495
 AW1495                          STATION RECOVERY (1978)
 AW1495
 AW1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1495'RECOVERED IN GOOD CONDITION.
 AW1495
 AW1495                          STATION RECOVERY (1988)
 AW1495
 AW1495'RECOVERY NOTE BY US POWER SQUADRON 1988 (HR)
 AW1495'RECOVERED IN GOOD CONDITION.
 AW1495
 AW1495                          STATION RECOVERY (1990)
 AW1495
 AW1495'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1495'RECOVERED IN GOOD CONDITION.
 AW1495
 AW1495                          STATION RECOVERY (1996)
 AW1495
 AW1495'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1495'RECOVERED IN GOOD CONDITION.
 AW1495
 AW1495                          STATION RECOVERY (2001)
 AW1495
 AW1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1495'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1495
 AW1495                          STATION RECOVERY (2004)
 AW1495
 AW1495'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1495'N 29 45.233  W 095 51.233
 AW1495
 AW1495                          STATION RECOVERY (2005)
 AW1495
 AW1495'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW1495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4180 ***********************************************************************
 AW4180  HT_MOD      -  This is a Height Modernization Survey Station.
 AW4180  DESIGNATION -  A 1219
 AW4180  PID         -  AW4180
 AW4180  STATE/COUNTY-  TX/FORT BEND
 AW4180  USGS QUAD   -  NEEDVILLE (1980)
 AW4180
 AW4180                         *CURRENT SURVEY CONTROL
 AW4180  ___________________________________________________________________
 AW4180* NAD 83(1993)-  29 23 44.73718(N)    095 50 00.73598(W)     ADJUSTED  
 AW4180* NAVD 88     -        27.58   (meters)      90.5    (feet)  GPS OBS   
 AW4180  ___________________________________________________________________
 AW4180  X           -    -565,257.100 (meters)                     COMP
 AW4180  Y           -  -5,532,639.153 (meters)                     COMP
 AW4180  Z           -   3,112,193.445 (meters)                     COMP
 AW4180  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW4180  ELLIP HEIGHT-           0.40  (meters)          (02/14/02) GPS OBS
 AW4180  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW4180  DYNAMIC HT  -          27.55  (meters)      90.4   (feet)  COMP
 AW4180  MODELED GRAV-     979,251.6   (mgal)                       NAVD 88
 AW4180
 AW4180  HORZ ORDER  -  FIRST
 AW4180  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4180  ELLP ORDER  -  FOURTH    CLASS II
 AW4180
 AW4180.The horizontal coordinates were established by GPS observations
 AW4180.and adjusted by the National Geodetic Survey in December 2001..
 AW4180
 AW4180.The orthometric height was determined by GPS observations and a
 AW4180.high-resolution geoid model using precise GPS observation and
 AW4180.processing techniques. It supersedes the leveled height previously
 AW4180.determined for this station.
 AW4180.The vertical order pertains to the first NAVD 88 superseded value.
 AW4180
 AW4180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW4180
 AW4180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4180
 AW4180.The ellipsoidal height was determined by GPS observations
 AW4180.and is referenced to NAD 83.
 AW4180
 AW4180.The geoid height was determined by GEOID03.
 AW4180
 AW4180.The dynamic height is computed by dividing the NAVD 88
 AW4180.geopotential number by the normal gravity value computed on the
 AW4180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4180.degrees latitude (g = 980.6199 gals.).
 AW4180
 AW4180.The modeled gravity was interpolated from observed gravity values.
 AW4180
 AW4180;                    North         East     Units Scale Factor Converg.
 AW4180;SPC TXSC     - 4,177,318.157   907,274.606   MT  0.99986381   +1 33 04.6
 AW4180;SPC TXSC     -13,705,084.65  2,976,616.77   sFT  0.99986381   +1 33 04.6
 AW4180;UTM  15      - 3,255,173.048   225,012.960   MT  1.00053317   -1 23 30.1
 AW4180
 AW4180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4180!SPC TXSC     -   0.99999994  x   0.99986381  =   0.99986375
 AW4180!UTM  15      -   0.99999994  x   1.00053317  =   1.00053311
 AW4180
 AW4180|---------------------------------------------------------------------|
 AW4180| PID    Reference Object                     Distance      Geod. Az  |
 AW4180|                                                           dddmmss.s |
 AW4180| AW5478 HGCSD 71                            199.980 METERS 12735     |
 AW4180|---------------------------------------------------------------------|
 AW4180
 AW4180                          SUPERSEDED SURVEY CONTROL
 AW4180
 AW4180  ELLIP H (12/03/01)    0.44   (m)                       GP(       ) 4 2
 AW4180  ELLIP H (10/25/00)    0.45   (m)                       GP(       ) 4 1
 AW4180  NAD 83(1993)-  29 23 44.73833(N)    095 50 00.73487(W) AD(       ) 1
 AW4180  ELLIP H (10/17/96)    0.57   (m)                       GP(       ) 3 1
 AW4180  NAVD 88 (06/15/91)   27.612  (m)           90.59   (f) ADJUSTED    1 2
 AW4180  NGVD 29 (12/23/87)   27.608  (m)           90.58   (f) ADJUSTED    1 2
 AW4180
 AW4180.Superseded values are not recommended for survey control.
 AW4180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4180.See file dsdata.txt to determine how the superseded data were derived.
 AW4180
 AW4180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2501355173(NAD 83)
 AW4180_MARKER: DB = BENCH MARK DISK
 AW4180_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW4180_SP_SET: CULVERT HEADWALL
 AW4180_STAMPING: A 1219 1973
 AW4180_MARK LOGO: NGS   
 AW4180_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4180+STABILITY: SURFACE MOTION
 AW4180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4180+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1995
 AW4180
 AW4180  HISTORY     - Date     Condition        Report By
 AW4180  HISTORY     - 1973     MONUMENTED       NGS
 AW4180  HISTORY     - 1986     GOOD             NGS
 AW4180  HISTORY     - 1987     GOOD             USPSQD
 AW4180  HISTORY     - 1989     GOOD             USPSQD
 AW4180  HISTORY     - 19950108 GOOD             USPSQD
 AW4180  HISTORY     - 19950117 GOOD             HGCSD
 AW4180
 AW4180                          STATION DESCRIPTION
 AW4180
 AW4180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4180'IN NEEDVILLE.
 AW4180'AT NEEDVILLE, ALONG STATE HIGHWAY 36 AT THE JUNCTION OF FARM ROAD 360
 AW4180'(MAIN STREET), IN THE TOP AND 1.2 FEET SOUTHEAST OF THE NORTHWEST END
 AW4180'OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 28
 AW4180'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 153 FEET SOUTHWEST OF
 AW4180'THE CENTER LINE OF THE HIGHWAY, 24 1/2 FEET SOUTHEAST OF THE EXTENDED
 AW4180'CENTER LINE OF MARGARET STREET, 38.5 FEET SOUTHWEST OF THE SOUTHWEST
 AW4180'RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, AND ABOUT LEVEL WITH
 AW4180'THE ROAD.
 AW4180
 AW4180                          STATION RECOVERY (1986)
 AW4180
 AW4180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4180'RECOVERED IN GOOD CONDITION.
 AW4180
 AW4180                          STATION RECOVERY (1987)
 AW4180
 AW4180'RECOVERY NOTE BY US POWER SQUADRON 1987 (PRH)
 AW4180'RECOVERED IN GOOD CONDITION.
 AW4180
 AW4180                          STATION RECOVERY (1989)
 AW4180
 AW4180'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4180'RECOVERED IN GOOD CONDITION.
 AW4180
 AW4180                          STATION RECOVERY (1995)
 AW4180
 AW4180'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4180'RECOVERED IN GOOD CONDITION.
 AW4180
 AW4180                          STATION RECOVERY (1995)
 AW4180
 AW4180'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW4180'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1605 ***********************************************************************
 AX1605  DESIGNATION -  A 122 RESET 1958
 AX1605  PID         -  AX1605
 AX1605  STATE/COUNTY-  TX/LAVACA
 AX1605  USGS QUAD   -  SHINER (1987)
 AX1605
 AX1605                         *CURRENT SURVEY CONTROL
 AX1605  ___________________________________________________________________
 AX1605* NAD 83(1986)-  29 25 50.     (N)    097 10 23.     (W)     SCALED    
 AX1605* NAVD 88     -       109.66   (+/-2cm)     359.8    (feet)  VERTCON   
 AX1605  ___________________________________________________________________
 AX1605  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AX1605
 AX1605  VERT ORDER  -  THIRD (See Below)
 AX1605
 AX1605.The horizontal coordinates were scaled from a topographic map and have
 AX1605.an estimated accuracy of +/- 6 seconds.
 AX1605
 AX1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1605.The vertical order pertains to the NGVD 29 superseded value.
 AX1605
 AX1605.The geoid height was determined by GEOID03.
 AX1605
 AX1605;                    North         East    Units  Estimated Accuracy
 AX1605;SPC TXSC     - 4,178,400.      777,240.      MT  (+/- 180 meters Scaled)
 AX1605
 AX1605                          SUPERSEDED SURVEY CONTROL
 AX1605
 AX1605  NGVD 29 (01/29/03)  109.64   (m)          359.7    (f) RESET       3  
 AX1605
 AX1605.Superseded values are not recommended for survey control.
 AX1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1605.See file dsdata.txt to determine how the superseded data were derived.
 AX1605
 AX1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT772570(NAD 83)
 AX1605_MARKER: DB = BENCH MARK DISK
 AX1605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1605_STAMPING: A 122 RESET 1958
 AX1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX1605+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AX1605
 AX1605  HISTORY     - Date     Condition        Report By
 AX1605  HISTORY     - 1958     MONUMENTED       CGS
 AX1605  HISTORY     - 1965     GOOD             USGS
 AX1605  HISTORY     - 20050120 GOOD             USPSQD
 AX1605
 AX1605                          STATION DESCRIPTION
 AX1605
 AX1605'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AX1605'IN SHINER.
 AX1605'AT SHINER, LAVACA COUNTY, AT THE CITY HALL, 33 FEET NORTHEAST OF THE
 AX1605'NORTHWEST CORNER OF CITY HALL, 30 FEET SOUTH OF THE CENTER OF HWY 90
 AX1605'A, SET IN A CONCRETE BASE.
 AX1605
 AX1605                          STATION RECOVERY (2005)
 AX1605
 AX1605'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX1605'HEAVY TREES TO SW.   MARGINAL GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1222 ***********************************************************************
 AW1222  DESIGNATION -  A 1220
 AW1222  PID         -  AW1222
 AW1222  STATE/COUNTY-  TX/BRAZORIA
 AW1222  USGS QUAD   -  BRAZORIA (1952)
 AW1222
 AW1222                         *CURRENT SURVEY CONTROL
 AW1222  ___________________________________________________________________
 AW1222* NAD 83(1986)-  29 03 35.     (N)    095 34 35.     (W)     SCALED    
 AW1222* NAVD 88     -         8.05   (+/-2cm)      26.4    (feet)  VERTCON   
 AW1222  ___________________________________________________________________
 AW1222  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW1222
 AW1222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1222
 AW1222.The horizontal coordinates were scaled from a topographic map and have
 AW1222.an estimated accuracy of +/- 6 seconds.
 AW1222
 AW1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1222.The vertical order pertains to the NGVD 29 superseded value.
 AW1222
 AW1222.The geoid height was determined by GEOID03.
 AW1222
 AW1222;                    North         East    Units  Estimated Accuracy
 AW1222;SPC TXSC     - 4,140,800.      933,310.      MT  (+/- 180 meters Scaled)
 AW1222
 AW1222                          SUPERSEDED SURVEY CONTROL
 AW1222
 AW1222  NGVD 29 (??/??/92)    8.065  (m)           26.46   (f) ADJ UNCH    2 0
 AW1222
 AW1222.Superseded values are not recommended for survey control.
 AW1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1222.See file dsdata.txt to determine how the superseded data were derived.
 AW1222
 AW1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN491173(NAD 83)
 AW1222_MARKER: DB = BENCH MARK DISK
 AW1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1222_SP_SET: CULVERT
 AW1222_STAMPING: A 1220 1973
 AW1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1222
 AW1222  HISTORY     - Date     Condition        Report By
 AW1222  HISTORY     - 1973     MONUMENTED       NGS
 AW1222  HISTORY     - 1978     GOOD             NGS
 AW1222  HISTORY     - 1987     GOOD             USPSQD
 AW1222  HISTORY     - 1987     GOOD             USPSQD
 AW1222  HISTORY     - 1988     GOOD             USPSQD
 AW1222  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW1222
 AW1222                          STATION DESCRIPTION
 AW1222
 AW1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1222'0.85 MI N FROM BRAZORIA.
 AW1222'0.85 MILE NORTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW1222'HIGHWAY 332 AT BRAZORIA, AT THE INTERSECTION OF AN ASPHALT ROAD EAST
 AW1222'AND A SHEEL ROAD WEST, IN THE TOP AND 0.8 FOOT SOUTHEAST OF THE
 AW1222'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CONCRETE BOX
 AW1222'CULVERT, 34 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 54
 AW1222'FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, AND ABOUT LEVEL WITH
 AW1222'THE HIGHWAY.
 AW1222
 AW1222                          STATION RECOVERY (1978)
 AW1222
 AW1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1222'RECOVERED IN GOOD CONDITION.
 AW1222
 AW1222                          STATION RECOVERY (1987)
 AW1222
 AW1222'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1222'RECOVERED IN GOOD CONDITION.
 AW1222
 AW1222                          STATION RECOVERY (1987)
 AW1222
 AW1222'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW1222'RECOVERED IN GOOD CONDITION.
 AW1222
 AW1222                          STATION RECOVERY (1988)
 AW1222
 AW1222'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW1222'RECOVERED IN GOOD CONDITION.
 AW1222
 AW1222                          STATION RECOVERY (1994)
 AW1222
 AW1222'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1405 ***********************************************************************
 BL1405  DESIGNATION -  A 1221
 BL1405  PID         -  BL1405
 BL1405  STATE/COUNTY-  TX/HARRIS
 BL1405  USGS QUAD   -  TOMBALL (1979)
 BL1405
 BL1405                         *CURRENT SURVEY CONTROL
 BL1405  ___________________________________________________________________
 BL1405* NAD 83(1986)-  30 02 15.     (N)    095 34 45.     (W)     SCALED    
 BL1405* NAVD 88     -        45.77   (+/-2cm)     150.2    (feet)  VERTCON   
 BL1405  ___________________________________________________________________
 BL1405  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL1405
 BL1405  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1405
 BL1405.The horizontal coordinates were scaled from a topographic map and have
 BL1405.an estimated accuracy of +/- 6 seconds.
 BL1405
 BL1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1405.The vertical order pertains to the NGVD 29 superseded value.
 BL1405
 BL1405.The geoid height was determined by GEOID03.
 BL1405
 BL1405;                    North         East    Units  Estimated Accuracy
 BL1405;SPC TXSC     - 4,249,110.      929,870.      MT  (+/- 180 meters Scaled)
 BL1405
 BL1405                          SUPERSEDED SURVEY CONTROL
 BL1405
 BL1405  NGVD 29 (??/??/92)   45.766  (m)          150.15   (f) ADJ UNCH    1 2
 BL1405
 BL1405.Superseded values are not recommended for survey control.
 BL1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1405.See file dsdata.txt to determine how the superseded data were derived.
 BL1405
 BL1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP512257(NAD 83)
 BL1405_MARKER: DB = BENCH MARK DISK
 BL1405_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1405_SP_SET: 16 FEET
 BL1405_STAMPING: A 1221 1973
 BL1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1405
 BL1405  HISTORY     - Date     Condition        Report By
 BL1405  HISTORY     - 1973     MONUMENTED       NGS
 BL1405  HISTORY     - 1978     GOOD             NGS
 BL1405  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1405
 BL1405                          STATION DESCRIPTION
 BL1405
 BL1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1405'4.6 MI SE FROM TOMBALL.
 BL1405'ABOUT 4.6 MILES SOUTHEAST ALONG BURLINGTON-ROCK ISLAND RAILROAD FROM
 BL1405'THE STATION AT TOMBALL, AT A DEAD-END ROAD CROSSING, 93 FEET NORTHWEST
 BL1405'OF THE CENTER LINE OF THE CROSSING, 38.4 FEET SOUTHWEST OF THE
 BL1405'SOUTHWEST RAIL, 9.8 FEET NORTHEAST OF A FENCE, FEET SOUTHWEST OF THE
 BL1405'THIRD POLE NORTHWEST OF MILE POST 80, 1.1 FEET NORTHEAST OF A METAL
 BL1405'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE RAILS, AND IS A DISK SET
 BL1405'ON TOP OF 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH
 BL1405'METAL PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16
 BL1405'FEET.
 BL1405
 BL1405                          STATION RECOVERY (1978)
 BL1405
 BL1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1405'RECOVERED IN GOOD CONDITION.
 BL1405
 BL1405                          STATION RECOVERY (1986)
 BL1405
 BL1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1833 ***********************************************************************
 AW1833  DESIGNATION -  A 1222
 AW1833  PID         -  AW1833
 AW1833  STATE/COUNTY-  TX/HARRIS
 AW1833  USGS QUAD   -  CYPRESS (1995)
 AW1833
 AW1833                         *CURRENT SURVEY CONTROL
 AW1833  ___________________________________________________________________
 AW1833* NAD 83(1986)-  29 59 05.     (N)    095 43 58.     (W)     SCALED    
 AW1833* NAVD 88     -        47.150  (meters)     154.69   (feet)  ADJUSTED  
 AW1833  ___________________________________________________________________
 AW1833  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW1833  DYNAMIC HT  -          47.086 (meters)     154.48  (feet)  COMP
 AW1833  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 AW1833
 AW1833  VERT ORDER  -  FIRST     CLASS II
 AW1833
 AW1833.The horizontal coordinates were scaled from a topographic map and have
 AW1833.an estimated accuracy of +/- 6 seconds.
 AW1833
 AW1833.The orthometric height was determined by differential leveling
 AW1833.and adjusted by the National Geodetic Survey in June 1991..
 AW1833
 AW1833.The geoid height was determined by GEOID03.
 AW1833
 AW1833.The dynamic height is computed by dividing the NAVD 88
 AW1833.geopotential number by the normal gravity value computed on the
 AW1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1833.degrees latitude (g = 980.6199 gals.).
 AW1833
 AW1833.The modeled gravity was interpolated from observed gravity values.
 AW1833
 AW1833;                    North         East    Units  Estimated Accuracy
 AW1833;SPC TXSC     - 4,242,840.      915,230.      MT  (+/- 180 meters Scaled)
 AW1833
 AW1833                          SUPERSEDED SURVEY CONTROL
 AW1833
 AW1833  NGVD 29 (12/23/87)   47.143  (m)          154.67   (f) ADJUSTED    1 2
 AW1833
 AW1833.Superseded values are not recommended for survey control.
 AW1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1833.See file dsdata.txt to determine how the superseded data were derived.
 AW1833
 AW1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP363202(NAD 83)
 AW1833_MARKER: DB = BENCH MARK DISK
 AW1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1833_SP_SET: CONCRETE POST
 AW1833_STAMPING: A 1222 1973
 AW1833_MARK LOGO: NGS   
 AW1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1833+STABILITY: SURFACE MOTION
 AW1833
 AW1833  HISTORY     - Date     Condition        Report By
 AW1833  HISTORY     - 1973     MONUMENTED       NGS
 AW1833  HISTORY     - 1978     GOOD             NGS
 AW1833  HISTORY     - 1986     GOOD             NGS
 AW1833  HISTORY     - 1990     GOOD             USPSQD
 AW1833  HISTORY     - 1991     GOOD             USPSQD
 AW1833
 AW1833                          STATION DESCRIPTION
 AW1833
 AW1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1833'2.55 MI NW FROM CYPRESS.
 AW1833'ABOUT 2.55 MILES NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1833'AT CYPRESS, ABOUT 0.2 MILE NORTHWEST OF 3 COTTONWOOD TREES BETWEEN THE
 AW1833'RAILROAD AND THE HIGHWAY, 109 FEET NORTHWEST OF AN UNDERGROUND
 AW1833'TELEPHONE CABLE POST 68, 52.6 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AW1833'SOUTHWEST LANE OF THE HIGHWAY, 42 FEET NORTHEAST OF THE NORTHEAST
 AW1833'RAIL, SET IN THE TOP OF THE POST OF AN OLD BENCHMARK K 1009, 1 FOOT
 AW1833'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 AW1833'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW1833
 AW1833                          STATION RECOVERY (1978)
 AW1833
 AW1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1833'RECOVERED IN GOOD CONDITION.
 AW1833
 AW1833                          STATION RECOVERY (1986)
 AW1833
 AW1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1833'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.0 KM (2.5 MI)
 AW1833'NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH SPRING-CYPRESS
 AW1833'ROAD IN CYPRESS.
 AW1833
 AW1833                          STATION RECOVERY (1990)
 AW1833
 AW1833'RECOVERY NOTE BY US POWER SQUADRON 1990 (UNK)
 AW1833'RECOVERED IN GOOD CONDITION.
 AW1833
 AW1833                          STATION RECOVERY (1991)
 AW1833
 AW1833'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW1833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1035 ***********************************************************************
 AX1035  DESIGNATION -  A 1223
 AX1035  PID         -  AX1035
 AX1035  STATE/COUNTY-  TX/FAYETTE
 AX1035  USGS QUAD   -  INDUSTRY (1981)
 AX1035
 AX1035                         *CURRENT SURVEY CONTROL
 AX1035  ___________________________________________________________________
 AX1035* NAD 83(1986)-  29 55 04.     (N)    096 36 33.     (W)     SCALED    
 AX1035* NAVD 88     -        82.668  (meters)     271.22   (feet)  ADJUSTED  
 AX1035  ___________________________________________________________________
 AX1035  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1035  DYNAMIC HT  -          82.554 (meters)     270.85  (feet)  COMP
 AX1035  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 AX1035  OBS GRAVITY -     979,273.1   (mgal)                       GRAV_OBS
 AX1035
 AX1035  VERT ORDER  -  FIRST     CLASS I
 AX1035
 AX1035.The horizontal coordinates were scaled from a topographic map and have
 AX1035.an estimated accuracy of +/- 6 seconds.
 AX1035
 AX1035.The orthometric height was determined by differential leveling
 AX1035.and adjusted by the National Geodetic Survey in June 1991..
 AX1035
 AX1035.The geoid height was determined by GEOID03.
 AX1035
 AX1035.The dynamic height is computed by dividing the NAVD 88
 AX1035.geopotential number by the normal gravity value computed on the
 AX1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1035.degrees latitude (g = 980.6199 gals.).
 AX1035
 AX1035.The modeled gravity was interpolated from observed gravity values.
 AX1035.The observed gravity was obtained from relative gravimeter ties
 AX1035.to the IGSN71 gravity network.
 AX1035
 AX1035;                    North         East    Units  Estimated Accuracy
 AX1035;SPC TXSC     - 4,233,380.      830,840.      MT  (+/- 180 meters Scaled)
 AX1035
 AX1035                          SUPERSEDED SURVEY CONTROL
 AX1035
 AX1035  NGVD 29 (12/23/87)   82.629  (m)          271.09   (f) ADJUSTED    1 1
 AX1035
 AX1035.Superseded values are not recommended for survey control.
 AX1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1035.See file dsdata.txt to determine how the superseded data were derived.
 AX1035
 AX1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU308120(NAD 83)
 AX1035_MARKER: DB = BENCH MARK DISK
 AX1035_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AX1035_SP_SET: BRIDGE ABUTMENT
 AX1035_STAMPING: A 1223 1973
 AX1035_MARK LOGO: NGS   
 AX1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1035+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1035
 AX1035  HISTORY     - Date     Condition        Report By
 AX1035  HISTORY     - 1973     MONUMENTED       NGS
 AX1035  HISTORY     - 1976     GOOD             NGS
 AX1035  HISTORY     - 1976     GOOD             NGS
 AX1035  HISTORY     - 1978     GOOD             NGS
 AX1035  HISTORY     - 1986     GOOD             NGS
 AX1035  HISTORY     - 20051106 GOOD             USPSQD
 AX1035
 AX1035                          STATION DESCRIPTION
 AX1035
 AX1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1035'4.55 MI E FROM FAYETTEVILLE.
 AX1035'4.55 MILLES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1035'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, 0.6 MILE WEST OF A DIRT
 AX1035'ROAD CROSSING, AT STEEL TRUSS BRIDGE 1005.7 OVER CUMMINS CREEK, IN THE
 AX1035'TOP AND 2.3 FEET NORTH OF THE SOUTH END OF THE EAST STONE ABUTMENT OF
 AX1035'THE BRIDGE, 8.2 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL WITH THE
 AX1035'TRACK.
 AX1035
 AX1035                          STATION RECOVERY (1976)
 AX1035
 AX1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1035'RECOVERED IN GOOD CONDITION.
 AX1035
 AX1035                          STATION RECOVERY (1976)
 AX1035
 AX1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1035'RECOVERED IN GOOD CONDITION.
 AX1035
 AX1035                          STATION RECOVERY (1978)
 AX1035
 AX1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1035'RECOVERED IN GOOD CONDITION.
 AX1035
 AX1035                          STATION RECOVERY (1986)
 AX1035
 AX1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1035'RECOVERED IN GOOD CONDITION.
 AX1035
 AX1035                          STATION RECOVERY (2005)
 AX1035
 AX1035'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1035'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1472 ***********************************************************************
 AX1472  DESIGNATION -  A 1224
 AX1472  PID         -  AX1472
 AX1472  STATE/COUNTY-  TX/BASTROP
 AX1472  USGS QUAD   -  WEST POINT (1981)
 AX1472
 AX1472                         *CURRENT SURVEY CONTROL
 AX1472  ___________________________________________________________________
 AX1472* NAD 83(1986)-  29 58 41.     (N)    097 06 33.     (W)     SCALED    
 AX1472* NAVD 88     -        95.298  (meters)     312.66   (feet)  ADJUSTED  
 AX1472  ___________________________________________________________________
 AX1472  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AX1472  DYNAMIC HT  -          95.169 (meters)     312.23  (feet)  COMP
 AX1472  MODELED GRAV-     979,291.5   (mgal)                       NAVD 88
 AX1472
 AX1472  VERT ORDER  -  FIRST     CLASS I
 AX1472
 AX1472.The horizontal coordinates were scaled from a topographic map and have
 AX1472.an estimated accuracy of +/- 6 seconds.
 AX1472
 AX1472.The orthometric height was determined by differential leveling
 AX1472.and adjusted by the National Geodetic Survey in June 1991..
 AX1472.WARNING-Repeat measurements at this control monument indicate possible
 AX1472.vertical movement.
 AX1472
 AX1472.The geoid height was determined by GEOID03.
 AX1472
 AX1472.The dynamic height is computed by dividing the NAVD 88
 AX1472.geopotential number by the normal gravity value computed on the
 AX1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1472.degrees latitude (g = 980.6199 gals.).
 AX1472
 AX1472.The modeled gravity was interpolated from observed gravity values.
 AX1472
 AX1472;                    North         East    Units  Estimated Accuracy
 AX1472;SPC TX C     - 3,039,030.    1,011,130.      MT  (+/- 180 meters Scaled)
 AX1472
 AX1472                          SUPERSEDED SURVEY CONTROL
 AX1472
 AX1472  NGVD 29 (??/??/92)   95.249  (m)          312.50   (f) ADJ UNCH    1 1
 AX1472
 AX1472.Superseded values are not recommended for survey control.
 AX1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1472.See file dsdata.txt to determine how the superseded data were derived.
 AX1472
 AX1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU824178(NAD 83)
 AX1472_MARKER: DB = BENCH MARK DISK
 AX1472_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX1472+WITH SETTING: INTO GROUND
 AX1472_STAMPING: A 1224 1973
 AX1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1472+STABILITY: SURFACE MOTION
 AX1472
 AX1472  HISTORY     - Date     Condition        Report By
 AX1472  HISTORY     - 1973     MONUMENTED       NGS
 AX1472  HISTORY     - 1978     GOOD             NGS
 AX1472
 AX1472                          STATION DESCRIPTION
 AX1472
 AX1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1472'3.95 MI SE FROM SMITHVILLE.
 AX1472'0.25 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT SMITHVILLE,
 AX1472'THENCE 3.7 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD,
 AX1472'0.2 MILE NORTHWEST OF THE BASTROP-FAYETTE COUNTY LINE, AT THE CROSSING
 AX1472'OF A DIRT ROAD, 1 1/2 FEET NORTHWEST OF THE 2ND TELEPHONE POLE
 AX1472'SOUTHEAST OF MILE POLE 793, 40 FEET NORTHEAST OF THE NORTHEAST RAIL,
 AX1472'42 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 41.0 FEET SOUTH OF
 AX1472'THE SOUTHWEST CORNER OF A STEEL CATTLEGUARD, 6.6 FEET SOUTHWEST OF A
 AX1472'FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 1 1/2 FEET
 AX1472'LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 AX1472'ROD WHICH IS 4 FEET LONG AND HAS A BASE PLATE ATTACHED. THE UPPER
 AX1472'PORTION OF THE ROD IS ENCASED IN A 6-INCH IRON PIPE PROJECTING 0.2
 AX1472'FOOT ABOVE THE GROUND.
 AX1472
 AX1472                          STATION RECOVERY (1978)
 AX1472
 AX1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0669 ***********************************************************************
 BM0669  DESIGNATION -  A 1225
 BM0669  PID         -  BM0669
 BM0669  STATE/COUNTY-  TX/TRAVIS
 BM0669  USGS QUAD   -  WEBBERVILLE (1987)
 BM0669
 BM0669                         *CURRENT SURVEY CONTROL
 BM0669  ___________________________________________________________________
 BM0669* NAD 83(1986)-  30 11 22.     (N)    097 35 06.     (W)     SCALED    
 BM0669* NAVD 88     -       149.410  (meters)     490.19   (feet)  ADJUSTED  
 BM0669  ___________________________________________________________________
 BM0669  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BM0669  DYNAMIC HT  -         149.206 (meters)     489.52  (feet)  COMP
 BM0669  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 BM0669
 BM0669  VERT ORDER  -  FIRST     CLASS I
 BM0669
 BM0669.The horizontal coordinates were scaled from a topographic map and have
 BM0669.an estimated accuracy of +/- 6 seconds.
 BM0669
 BM0669.The orthometric height was determined by differential leveling
 BM0669.and adjusted by the National Geodetic Survey in June 1991..
 BM0669
 BM0669.The geoid height was determined by GEOID03.
 BM0669
 BM0669.The dynamic height is computed by dividing the NAVD 88
 BM0669.geopotential number by the normal gravity value computed on the
 BM0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0669.degrees latitude (g = 980.6199 gals.).
 BM0669
 BM0669.The modeled gravity was interpolated from observed gravity values.
 BM0669
 BM0669;                    North         East    Units  Estimated Accuracy
 BM0669;SPC TX C     - 3,061,220.      964,640.      MT  (+/- 180 meters Scaled)
 BM0669
 BM0669                          SUPERSEDED SURVEY CONTROL
 BM0669
 BM0669  NGVD 29 (??/??/92)  149.332  (m)          489.93   (f) ADJ UNCH    1 1
 BM0669
 BM0669.Superseded values are not recommended for survey control.
 BM0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0669.See file dsdata.txt to determine how the superseded data were derived.
 BM0669
 BM0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU362406(NAD 83)
 BM0669_MARKER: DB = BENCH MARK DISK
 BM0669_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BM0669+WITH SETTING: INTO GROUND
 BM0669_STAMPING: A 1225 1973
 BM0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0669+STABILITY: SURFACE MOTION
 BM0669
 BM0669  HISTORY     - Date     Condition        Report By
 BM0669  HISTORY     - 1973     MONUMENTED       NGS
 BM0669  HISTORY     - 1978     GOOD             NGS
 BM0669  HISTORY     - 1989     GOOD             USPSQD
 BM0669  HISTORY     - 1991     GOOD             USPSQD
 BM0669  HISTORY     - 19980718 GOOD             USPSQD
 BM0669  HISTORY     - 20030308 GOOD             USPSQD
 BM0669  HISTORY     - 20040612 GOOD             USPSQD
 BM0669
 BM0669                          STATION DESCRIPTION
 BM0669
 BM0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0669'1.55 MI W FROM GARFIELD.
 BM0669'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0669'STATION AND STORE AT GARFIELD, 1.8 MILES WEST OF THE GARFIELD WATER
 BM0669'TOWER WHICH IS ON A HILL, 89.0 FEET NORTH OF THE CENTER LINE OF THE
 BM0669'NORTH LANE OF THE HIGHWAY, 60.5 FEET SOUTHWEST OF A POWER POLE, 37.0
 BM0669'FEET SOUTHEAST OF THE CENTER LINE OF NORWOOD DRIVE WHICH IS A GRAVELED
 BM0669'ROAD LEADING NORTH EAST, 27.5 FEET NORTH OF A CORNER POST, 1.5 FEET
 BM0669'WEST OF A FENCE LINE, 1.0 MILES EAST OF Z 1221, 0.5 FEET EAST OF A
 BM0669'METAL WITNESS POST, ABOUT 3.0 FEET BELOW LEVEL OF THE HIGHWAY, AND IS
 BM0669'A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD FLUSH WITH
 BM0669'THE GROUND AND FASTENED TO A BASE PLATE.  THE MARK IS PROTECTED BY A
 BM0669'6-INCH IRON PIPE WHICH PROJECTS 2-INCHES.
 BM0669
 BM0669                          STATION RECOVERY (1978)
 BM0669
 BM0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0669'RECOVERED IN GOOD CONDITION.
 BM0669
 BM0669                          STATION RECOVERY (1989)
 BM0669
 BM0669'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0669'RECOVERED IN GOOD CONDITION.
 BM0669
 BM0669                          STATION RECOVERY (1991)
 BM0669
 BM0669'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0669'RECOVERED IN GOOD CONDITION.
 BM0669
 BM0669                          STATION RECOVERY (1998)
 BM0669
 BM0669'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0669'RECOVERED IN GOOD CONDITION.
 BM0669
 BM0669                          STATION RECOVERY (2003)
 BM0669
 BM0669'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0669'RECOVERED IN GOOD CONDITION.
 BM0669
 BM0669                          STATION RECOVERY (2004)
 BM0669
 BM0669'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2418 ***********************************************************************
 AX2418  DESIGNATION -  A 1226
 AX2418  PID         -  AX2418
 AX2418  STATE/COUNTY-  TX/FAYETTE
 AX2418  USGS QUAD   -  LA GRANGE EAST (1981)
 AX2418
 AX2418                         *CURRENT SURVEY CONTROL
 AX2418  ___________________________________________________________________
 AX2418* NAD 83(1986)-  29 54 14.     (N)    096 48 20.     (W)     SCALED    
 AX2418* NAVD 88     -        97.582  (meters)     320.15   (feet)  ADJUSTED  
 AX2418  ___________________________________________________________________
 AX2418  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AX2418  DYNAMIC HT  -          97.448 (meters)     319.71  (feet)  COMP
 AX2418  MODELED GRAV-     979,262.7   (mgal)                       NAVD 88
 AX2418
 AX2418  VERT ORDER  -  FIRST     CLASS I
 AX2418
 AX2418.The horizontal coordinates were scaled from a topographic map and have
 AX2418.an estimated accuracy of +/- 6 seconds.
 AX2418
 AX2418.The orthometric height was determined by differential leveling
 AX2418.and adjusted by the National Geodetic Survey in June 1991..
 AX2418
 AX2418.The geoid height was determined by GEOID03.
 AX2418
 AX2418.The dynamic height is computed by dividing the NAVD 88
 AX2418.geopotential number by the normal gravity value computed on the
 AX2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2418.degrees latitude (g = 980.6199 gals.).
 AX2418
 AX2418.The modeled gravity was interpolated from observed gravity values.
 AX2418
 AX2418;                    North         East    Units  Estimated Accuracy
 AX2418;SPC TXSC     - 4,231,460.      811,910.      MT  (+/- 180 meters Scaled)
 AX2418
 AX2418                          SUPERSEDED SURVEY CONTROL
 AX2418
 AX2418  NGVD 29 (12/23/87)   97.537  (m)          320.00   (f) ADJUSTED    1 1
 AX2418
 AX2418.Superseded values are not recommended for survey control.
 AX2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2418.See file dsdata.txt to determine how the superseded data were derived.
 AX2418
 AX2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU118101(NAD 83)
 AX2418_MARKER: DB = BENCH MARK DISK
 AX2418_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX2418+WITH SETTING: INTO GROUND
 AX2418_SP_SET: METAL ROD WITH BASE PLATE
 AX2418_STAMPING: A 1226 1976
 AX2418_MARK LOGO: NGS   
 AX2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2418+STABILITY: SURFACE MOTION
 AX2418
 AX2418  HISTORY     - Date     Condition        Report By
 AX2418  HISTORY     - 1976     MONUMENTED       NGS
 AX2418  HISTORY     - 1978     GOOD             NGS
 AX2418  HISTORY     - 1986     GOOD             NGS
 AX2418
 AX2418                          STATION DESCRIPTION
 AX2418
 AX2418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AX2418'4.6 MI EAST FROM LA GRANGE.
 AX2418'4.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2418'STATION IN LA GRANGE AT THE CROSSING OF A GRAVEL ROAD TO FARM HOUSE,
 AX2418'79 FEET SOUTH ACROSS TRACKS FROM MILE POLE 993, 41 FEET SOUTH OF THE
 AX2418'SOUTH RAIL, 9 FEET NORTHEAST OF THE CENTERLINE OF FARM ROAD, 2 FEET
 AX2418'NORTHWEST OF A GATE POST, AND 1 FOOT SOUTHWEST OF WITNESS POST.  DISK
 AX2418'IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 AX2418'PLASTIC SCREW PLUG.
 AX2418
 AX2418                          STATION RECOVERY (1986)
 AX2418
 AX2418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX2418'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 AX2418'ADD--0.6 METER (2.0 FT) NORTH OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1843 ***********************************************************************
 AX1843  DESIGNATION -  A 123
 AX1843  PID         -  AX1843
 AX1843  STATE/COUNTY-  TX/DE WITT
 AX1843  USGS QUAD   -  VERHELLE (1987)
 AX1843
 AX1843                         *CURRENT SURVEY CONTROL
 AX1843  ___________________________________________________________________
 AX1843* NAD 83(1986)-  29 02 36.     (N)    097 11 38.     (W)     SCALED    
 AX1843* NAVD 88     -        49.71   (+/-2cm)     163.1    (feet)  VERTCON   
 AX1843  ___________________________________________________________________
 AX1843  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX1843
 AX1843  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1843
 AX1843.The horizontal coordinates were scaled from a topographic map and have
 AX1843.an estimated accuracy of +/- 6 seconds.
 AX1843
 AX1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1843.The vertical order pertains to the NGVD 29 superseded value.
 AX1843
 AX1843.The geoid height was determined by GEOID03.
 AX1843
 AX1843;                    North         East    Units  Estimated Accuracy
 AX1843;SPC TXSC     - 4,135,460.      775,880.      MT  (+/- 180 meters Scaled)
 AX1843
 AX1843                          SUPERSEDED SURVEY CONTROL
 AX1843
 AX1843  NGVD 29 (??/??/92)   49.740  (m)          163.19   (f) ADJ UNCH    2 0
 AX1843
 AX1843.Superseded values are not recommended for survey control.
 AX1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1843.See file dsdata.txt to determine how the superseded data were derived.
 AX1843
 AX1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT758141(NAD 83)
 AX1843_MARKER: DB = BENCH MARK DISK
 AX1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1843_STAMPING: A 123 1933
 AX1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1843+STABILITY: SURFACE MOTION
 AX1843
 AX1843  HISTORY     - Date     Condition        Report By
 AX1843  HISTORY     - 1933     MONUMENTED       CGS
 AX1843  HISTORY     - 1943     GOOD             NGS
 AX1843  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1843
 AX1843                          STATION DESCRIPTION
 AX1843
 AX1843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1843'7.5 MI SE FROM CUERO.
 AX1843'7.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX1843'STATION AT CUERO, DE WITT COUNTY, 89 FEET NORTHWEST OF THE STATION
 AX1843'SIGNPOST AT VERHELLE, 180 FEET NORTHWEST OF A FARM-ROAD CROSSING, 70
 AX1843'FEET NORTHWEST OF MILEPOST 48, 36 FEET NORTHWEST OF THE CENTERLINE OF
 AX1843'THE TRACK, 20 FEET SOUTHWEST OF THE CENTERLINE OF A ROAD, 3 FEET
 AX1843'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE
 AX1843'TRACK.  A STANDARD DISK, STAMPED A 123 1933 AND SET IN THE TOP OF A
 AX1843'CONCRETE POST PROJECTING ABOUT 0.7 FOOT ABOVE GROUND.
 AX1843
 AX1843                          STATION RECOVERY (2001)
 AX1843
 AX1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1843'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0708 ***********************************************************************
 CD0708  DESIGNATION -  A 1235
 CD0708  PID         -  CD0708
 CD0708  STATE/COUNTY-  TX/CULBERSON
 CD0708  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0708
 CD0708                         *CURRENT SURVEY CONTROL
 CD0708  ___________________________________________________________________
 CD0708* NAD 83(1986)-  31 59 02.     (N)    104 35 06.     (W)     SCALED    
 CD0708* NAVD 88     -      1281.369  (meters)    4203.96   (feet)  ADJUSTED  
 CD0708  ___________________________________________________________________
 CD0708  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CD0708  DYNAMIC HT  -        1279.420 (meters)    4197.56  (feet)  COMP
 CD0708  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 CD0708
 CD0708  VERT ORDER  -  FIRST     CLASS I
 CD0708
 CD0708.The horizontal coordinates were scaled from a topographic map and have
 CD0708.an estimated accuracy of +/- 6 seconds.
 CD0708
 CD0708.The orthometric height was determined by differential leveling
 CD0708.and adjusted by the National Geodetic Survey in June 1991..
 CD0708
 CD0708.The geoid height was determined by GEOID03.
 CD0708
 CD0708.The dynamic height is computed by dividing the NAVD 88
 CD0708.geopotential number by the normal gravity value computed on the
 CD0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0708.degrees latitude (g = 980.6199 gals.).
 CD0708
 CD0708.The modeled gravity was interpolated from observed gravity values.
 CD0708
 CD0708;                    North         East    Units  Estimated Accuracy
 CD0708;SPC TX C     - 3,264,570.      298,260.      MT  (+/- 180 meters Scaled)
 CD0708
 CD0708                          SUPERSEDED SURVEY CONTROL
 CD0708
 CD0708  NGVD 29 (??/??/92) 1280.798  (m)         4202.08   (f) ADJ UNCH    1 1
 CD0708
 CD0708.Superseded values are not recommended for survey control.
 CD0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0708.See file dsdata.txt to determine how the superseded data were derived.
 CD0708
 CD0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER392387(NAD 83)
 CD0708_MARKER: DB = BENCH MARK DISK
 CD0708_SETTING: 80 = SET IN A BOULDER
 CD0708_SP_SET: BOULDER
 CD0708_STAMPING: A 1235 1977
 CD0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0708+STABILITY: SURFACE MOTION
 CD0708
 CD0708  HISTORY     - Date     Condition        Report By
 CD0708  HISTORY     - 1977     MONUMENTED       NGS
 CD0708  HISTORY     - 19970915 GOOD             USPSQD
 CD0708
 CD0708                          STATION DESCRIPTION
 CD0708
 CD0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0708'15.5 MI NE FROM PINE SPRINGS.
 CD0708'15.5 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0708'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 3.3 MILES SOUTHWEST
 CD0708'OF THE TEXAS-NEW MEXICO BORDER, 0.05 MILE NORTHEAST OF THE
 CD0708'JUNCTION OF THE XT RANCH ROAD LEADING NORTHWEST, 49 FT.
 CD0708'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12.5 FT. SOUTHEAST
 CD0708'OF A FENCE, SET IN TOP OF AN EMBEDDED BOULDER, LEVEL WITH THE
 CD0708'GROUND.
 CD0708
 CD0708                          STATION RECOVERY (1997)
 CD0708
 CD0708'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0734 ***********************************************************************
 CD0734  FBN         -  This is a Federal Base Network Control Station.
 CD0734  DESIGNATION -  A 1236
 CD0734  PID         -  CD0734
 CD0734  STATE/COUNTY-  TX/CULBERSON
 CD0734  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0734
 CD0734                         *CURRENT SURVEY CONTROL
 CD0734  ___________________________________________________________________
 CD0734* NAD 83(1993)-  31 47 53.66549(N)    104 50 55.67432(W)     ADJUSTED  
 CD0734* NAVD 88     -      1277.492  (meters)    4191.24   (feet)  ADJUSTED  
 CD0734  ___________________________________________________________________
 CD0734  X           -  -1,390,758.694 (meters)                     COMP
 CD0734  Y           -  -5,245,716.163 (meters)                     COMP
 CD0734  Z           -   3,342,099.019 (meters)                     COMP
 CD0734  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 CD0734  ELLIP HEIGHT-        1254.54  (meters)          (05/01/00) GPS OBS
 CD0734  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CD0734  DYNAMIC HT  -        1275.553 (meters)    4184.88  (feet)  COMP
 CD0734  MODELED GRAV-     979,077.3   (mgal)                       NAVD 88
 CD0734
 CD0734  HORZ ORDER  -  A
 CD0734  VERT ORDER  -  FIRST     CLASS I
 CD0734  ELLP ORDER  -  THIRD     CLASS I
 CD0734
 CD0734.The horizontal coordinates were established by GPS observations
 CD0734.and adjusted by the National Geodetic Survey in May 1997..
 CD0734
 CD0734.The orthometric height was determined by differential leveling
 CD0734.and adjusted by the National Geodetic Survey in June 1991..
 CD0734
 CD0734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CD0734
 CD0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0734
 CD0734.The ellipsoidal height was determined by GPS observations
 CD0734.and is referenced to NAD 83.
 CD0734
 CD0734.The geoid height was determined by GEOID03.
 CD0734
 CD0734.The dynamic height is computed by dividing the NAVD 88
 CD0734.geopotential number by the normal gravity value computed on the
 CD0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0734.degrees latitude (g = 980.6199 gals.).
 CD0734
 CD0734.The modeled gravity was interpolated from observed gravity values.
 CD0734
 CD0734;                    North         East     Units Scale Factor Converg.
 CD0734;SPC TX C     - 3,244,982.321   272,514.546   MT  0.99997825   -2 19 32.6
 CD0734;SPC TX C     -10,646,246.16    894,074.81   sFT  0.99997825   -2 19 32.6
 CD0734;UTM  13      - 3,518,082.473   514,312.990   MT  0.99960253   +0 04 46.8
 CD0734
 CD0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0734!SPC TX C     -   0.99980305  x   0.99997825  =   0.99978130
 CD0734!UTM  13      -   0.99980305  x   0.99960253  =   0.99940566
 CD0734
 CD0734                          SUPERSEDED SURVEY CONTROL
 CD0734
 CD0734  ELLIP H (05/12/97) 1254.64   (m)                       GP(       ) 1 1
 CD0734  NAD 83(1993)-  31 47 53.66587(N)    104 50 55.67509(W) AD(       ) B
 CD0734  ELLIP H (08/15/96) 1254.56   (m)                       GP(       ) 2 2
 CD0734  NAD 83(1993)-  31 47 53.66564(N)    104 50 55.67415(W) AD(       ) A
 CD0734  ELLIP H (01/13/94) 1254.62   (m)                       GP(       ) 1 1
 CD0734  NAVD 88 (05/26/00) 1277.49   (m)         4191.2    (f) LEVELING    3  
 CD0734  NAVD 88 (01/13/94) 1277.49   (m)         4191.2    (f) LEVELING    3  
 CD0734  NGVD 29 (??/??/92) 1276.933  (m)         4189.40   (f) ADJ UNCH    1 1
 CD0734
 CD0734.Superseded values are not recommended for survey control.
 CD0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0734.See file dsdata.txt to determine how the superseded data were derived.
 CD0734
 CD0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER1431318082(NAD 83)
 CD0734_MARKER: DV = VERTICAL CONTROL DISK
 CD0734_SETTING: 80 = SET IN A BOULDER
 CD0734_SP_SET: BOULDER
 CD0734_STAMPING: A 1236 1977
 CD0734_MARK LOGO: NGS   
 CD0734_MAGNETIC: N = NO MAGNETIC MATERIAL
 CD0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0734+STABILITY: SURFACE MOTION
 CD0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CD0734+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1999
 CD0734
 CD0734  HISTORY     - Date     Condition        Report By
 CD0734  HISTORY     - 1977     MONUMENTED       NGS
 CD0734  HISTORY     - 19930222 GOOD             NGS
 CD0734  HISTORY     - 19950628 GOOD             NGS
 CD0734  HISTORY     - 19980225 GOOD             NGS
 CD0734  HISTORY     - 19990407 GOOD             NGS
 CD0734
 CD0734                          STATION DESCRIPTION
 CD0734
 CD0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0734'9.25 MI SW FROM PINE SPRINGS.
 CD0734'9.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0734'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, AT THE JUNCTION
 CD0734'OF STATE HIGHWAY 54, SET IN TOP OF AN EMBEDDED BOULDER,
 CD0734'333 FT. SOUTH OF THE CENTER OF THE JUNCTION OF THE TWO HIGHWAYS,
 CD0734'44.5 FT. EAST OF THE CENTER LINE OF THE STATE HIGHWAY,
 CD0734'158 FT. NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 CD0734'CENTER LINE OF AN ON AND OFF ROAD FOR THE HIGHWAYS, 59 FT.
 CD0734'WEST OF A FENCE LINE, 112 FT. SOUTH OF THE SOUTH ONE OF TWO
 CD0734'WHITE, WOODEN SECTION MARKERS, NUMBERED C374 S8 AND C233 S3.
 CD0734
 CD0734                          STATION RECOVERY (1993)
 CD0734
 CD0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CD0734'STATION IS LOCATED ABOUT 83 KM (51.55 MI) NORTH OF VAN HORN, 25 KM
 CD0734'(15.55 MI) SOUTH OF THE TEXAS-NEW MEXICO STATE LINE, NEAR THE
 CD0734'SOUTHEAST CORNER OF THE GUADALUPE MOUNTAINS NATIONAL PARK, AT THE
 CD0734'JUNCTION OF U.S. HIGHWAYS 62, 180 AND THE TERMINUS OF STATE HIGHWAY
 CD0734'54, ON THE SOUTHEAST SIDE OF A LARGE TRAFFIC TRIANGLE, ON THE
 CD0734'RIGHT-OF-WAY OF HIGHWAY 54.  OWNERSHIP--TEXAS DEPARTMENT OF
 CD0734'TRANSPORTATION.
 CD0734'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 180 AND STATE
 CD0734'HIGHWAY 54, GO SOUTHWEST ON HIGHWAY 54 FOR ABOUT 60 M (196.8 FT) TO
 CD0734'THE MARK ON THE LEFT.
 CD0734'MARK IS SET FLUSH IN A DRILL HOLE IN AN 0.8 M (2.6 FT) X 1.1 M
 CD0734'(3.6 FT) SMOOTH OUTCROP PROJECTING 1 CM ABOVE GROUND.  IT IS 53.0 M
 CD0734'(173.9 FT) SOUTH-SOUTHWEST OF THE EAST VEE OF THE TRAFFIC ISLAND,
 CD0734'45.0 M (147.6 FT) EAST OF THE SOUTHEAST VEE, 13.6 M (44.6 FT)
 CD0734'SOUTHEAST OF AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER, 17.6 M
 CD0734'(57.7 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE, 0.3 M (1.0 FT)
 CD0734'NORTHWEST OF A SHORT METAL WITNESS POST IMBEDDED IN THE SAME OUTCROP
 CD0734'AND 41.3 M (135.5 FT) WEST-SOUTHWEST OF A UTILITY POLE WITH LINES
 CD0734'ACROSS THE HIGHWAY.
 CD0734
 CD0734                          STATION RECOVERY (1995)
 CD0734
 CD0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CD0734'THE STATION IS LOCATED ABOUT 15 KM (9.30 MI) SOUTHWEST OF PINE
 CD0734'SPRINGS, SET IN TOP OF A BOULDER IN THE SOUTH ANGLE OF THE
 CD0734'INTERSECTION OF U.S.  HIGHWAYS 62, 180 AND STATE HIGHWAY 54.  TO REACH
 CD0734'THE STATION FROM THE STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS,
 CD0734'GO SOUTHWEST ALONG THE U.S.  HIGHWAYS FOR 14.8 KM (9.20 MI) TO THE
 CD0734'INTERSECTION OF THE STATE HIGHWAY AND THE STATION LEFT.  THE STATION
 CD0734'IS 101.5 M (333.0 FT) SOUTH OF THE CENTER OF THE INTERSECTION OF THE
 CD0734'HIGHWAYS, 34.1 M (111.9 FT) SOUTH OF THE SOUTHERLY OF 2 WOODEN SECTION
 CD0734'MARKERS NUMBERED C374 S8 AND C233 S3, 17.9 M (58.7 FT) WEST OF A
 CD0734'FENCE, AND 13.6 M (44.6 FT) EAST OF THE CENTER LINE OF THE STATE
 CD0734'HIGHWAY.
 CD0734
 CD0734                          STATION RECOVERY (1998)
 CD0734
 CD0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CD0734'THE STATION IS LOCATED ABOUT 15 KM (9.30 MI) SOUTHWEST OF PINE
 CD0734'SPRINGS, SET IN TOP OF A BOULDER IN THE SOUTHEAST ANGLE OF THE
 CD0734'JUNCTION OF U.S.  HIGHWAYS 62, 180 AND THE NORTH END OF STATE HIGHWAY
 CD0734'54, ACROSS HIGHWAY 54 FROM THE SOUTHEAST SIDE OF A LARGE TRAFFIC
 CD0734'TRIANGLE.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.  TO REACH
 CD0734'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62, 180 AND STATE
 CD0734'HIGHWAY 54, GO SOUTHWEST, FOR ABOUT 60 M (196.8 FT) ALONG HIGHWAY 54
 CD0734'TO THE STATION ON THE LEFT, JUST NORTHWEST OF A SHORT METAL WITNESS
 CD0734'POST.  STATION IS 53.0 M (173.9 FT) SOUTH-SOUTHWEST OF THE EAST VEE OF
 CD0734'THE TRAFFIC ISLAND, 45.0 M (147.6 FT) EAST OF THE SOUTHEAST VEE, 41.3
 CD0734'M (135.5 FT) WEST-SOUTHWEST OF A UTILITY POLE WITH LINES ACROSS
 CD0734'HIGHWAY, 34.1 M (111.9 FT) SOUTH OF THE SOUTHERLY 1 OF 2 WOODEN
 CD0734'SECTION MARKERS NUMBERED C374 S8 AND C233 S3, 17.9 M (58.7 FT) WEST OF
 CD0734'A RIGHT-OF-WAY FENCE, 13.6 M (44.6 FT) SOUTHEAST OF THE HIGHWAY 54
 CD0734'CENTER, 0.3 M (1.0 FT) NORTHWEST OF A SHORT METAL WITNESS POST, AND
 CD0734'THE STATION IS ABOUT 0.3 M (1.0 FT) BELOW THE HIGHWAY LEVEL AND FLUSH
 CD0734'WITH THE ROCK SURFACE.  BY R.G. HAYES
 CD0734
 CD0734                          STATION RECOVERY (1999)
 CD0734
 CD0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 CD0734'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0486 ***********************************************************************
 AW0486  DESIGNATION -  A 1237
 AW0486  PID         -  AW0486
 AW0486  STATE/COUNTY-  TX/GALVESTON
 AW0486  USGS QUAD   -  HITCHCOCK (1974)
 AW0486
 AW0486                         *CURRENT SURVEY CONTROL
 AW0486  ___________________________________________________________________
 AW0486* NAD 83(1986)-  29 22 02.     (N)    095 04 24.     (W)     SCALED    
 AW0486* NAVD 88     -         6.250  (meters)      20.51   (feet)  ADJUSTED  
 AW0486  ___________________________________________________________________
 AW0486  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW0486  DYNAMIC HT  -           6.242 (meters)      20.48  (feet)  COMP
 AW0486  MODELED GRAV-     979,265.0   (mgal)                       NAVD 88
 AW0486
 AW0486  VERT ORDER  -  FIRST     CLASS I
 AW0486
 AW0486.The horizontal coordinates were scaled from a topographic map and have
 AW0486.an estimated accuracy of +/- 6 seconds.
 AW0486
 AW0486.The orthometric height was determined by differential leveling
 AW0486.and adjusted by the National Geodetic Survey in June 1991..
 AW0486
 AW0486.The geoid height was determined by GEOID03.
 AW0486
 AW0486.The dynamic height is computed by dividing the NAVD 88
 AW0486.geopotential number by the normal gravity value computed on the
 AW0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0486.degrees latitude (g = 980.6199 gals.).
 AW0486
 AW0486.The modeled gravity was interpolated from observed gravity values.
 AW0486
 AW0486;                    North         East    Units  Estimated Accuracy
 AW0486;SPC TXSC     - 4,176,390.      981,130.      MT  (+/- 180 meters Scaled)
 AW0486
 AW0486                          SUPERSEDED SURVEY CONTROL
 AW0486
 AW0486  NGVD 29 (12/23/87)    6.247  (m)           20.50   (f) ADJUSTED    1 1
 AW0486
 AW0486.Superseded values are not recommended for survey control.
 AW0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0486.See file dsdata.txt to determine how the superseded data were derived.
 AW0486
 AW0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN987504(NAD 83)
 AW0486_MARKER: DB = BENCH MARK DISK
 AW0486_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0486_SP_SET: HEADWALL
 AW0486_STAMPING: A 1237 1978
 AW0486_MARK LOGO: NGS   
 AW0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0486+STABILITY: SURFACE MOTION
 AW0486
 AW0486  HISTORY     - Date     Condition        Report By
 AW0486  HISTORY     - 1978     MONUMENTED       NGS
 AW0486  HISTORY     - 1987     GOOD             NGS
 AW0486  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0486
 AW0486                          STATION DESCRIPTION
 AW0486
 AW0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0486'0.6 MI EAST FROM ALTA LOMA.
 AW0486'0.55 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0486'THE OLD STATION SITE AT ALTA LOMA ALSO 0.55 MILE EAST ALONG STATE
 AW0486'HIGHWAY 6 FROM THE JUNCTION OF FARM ROAD 646 (MAIN STREET, SET IN
 AW0486'THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF TWO 12 FOOT CONCRETE
 AW0486'BOX CULVERTS UNDER STATE HIGHWAY 6, 32 FEET SOUTH OF CENTERLINE
 AW0486'OF THE SOUTH LANES OF STATE HIGHWAY 6.
 AW0486
 AW0486                          STATION RECOVERY (1987)
 AW0486
 AW0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0486'RECOVERED IN GOOD CONDITION.
 AW0486
 AW0486                          STATION RECOVERY (1990)
 AW0486
 AW0486'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1658 ***********************************************************************
 AX1658  DESIGNATION -  A 124
 AX1658  PID         -  AX1658
 AX1658  STATE/COUNTY-  TX/DE WITT
 AX1658  USGS QUAD   -  CUERO (1987)
 AX1658
 AX1658                         *CURRENT SURVEY CONTROL
 AX1658  ___________________________________________________________________
 AX1658* NAD 83(1986)-  29 05 23.     (N)    097 19 12.     (W)     SCALED    
 AX1658* NAVD 88     -        52.73   (+/-2cm)     173.0    (feet)  VERTCON   
 AX1658  ___________________________________________________________________
 AX1658  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1658
 AX1658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1658
 AX1658.The horizontal coordinates were scaled from a topographic map and have
 AX1658.an estimated accuracy of +/- 6 seconds.
 AX1658
 AX1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1658.The vertical order pertains to the NGVD 29 superseded value.
 AX1658
 AX1658.The geoid height was determined by GEOID03.
 AX1658
 AX1658;                    North         East    Units  Estimated Accuracy
 AX1658;SPC TXSC     - 4,140,420.      763,530.      MT  (+/- 180 meters Scaled)
 AX1658
 AX1658                          SUPERSEDED SURVEY CONTROL
 AX1658
 AX1658  NGVD 29 (??/??/92)   52.739  (m)          173.03   (f) ADJ UNCH    2 0
 AX1658
 AX1658.Superseded values are not recommended for survey control.
 AX1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1658.See file dsdata.txt to determine how the superseded data were derived.
 AX1658
 AX1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT635190(NAD 83)
 AX1658_MARKER: DB = BENCH MARK DISK
 AX1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1658_STAMPING: A 124 1933
 AX1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1658+STABILITY: SURFACE MOTION
 AX1658
 AX1658  HISTORY     - Date     Condition        Report By
 AX1658  HISTORY     - 1933     MONUMENTED       CGS
 AX1658  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1658
 AX1658                          STATION DESCRIPTION
 AX1658
 AX1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1658'1.6 MI W FROM CUERO.
 AX1658'ALONG THE TEXAS AND NEW ORLEANS R.R. 6 POLES EAST OF M.P. 137 IN THE
 AX1658'FENCE CORNER 42 FT. WEST OF THE CENTERLINE OF THE ROAD CROSSING AND 40
 AX1658'FT. NORTH OF THE CENTERLINE OF THE TRACKS.
 AX1658
 AX1658                          STATION RECOVERY (2001)
 AX1658
 AX1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1658'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0324 ***********************************************************************
 EM0324  DESIGNATION -  A 124
 EM0324  PID         -  EM0324
 EM0324  STATE/COUNTY-  TX/WILBARGER
 EM0324  USGS QUAD   -  ODELL (1985)
 EM0324
 EM0324                         *CURRENT SURVEY CONTROL
 EM0324  ___________________________________________________________________
 EM0324* NAD 83(1986)-  34 20 50.     (N)    099 24 33.     (W)     SCALED    
 EM0324* NAVD 88     -       408.990  (meters)    1341.83   (feet)  ADJUSTED  
 EM0324  ___________________________________________________________________
 EM0324  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 EM0324  DYNAMIC HT  -         408.534 (meters)    1340.33  (feet)  COMP
 EM0324  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 EM0324
 EM0324  VERT ORDER  -  SECOND    CLASS 0
 EM0324
 EM0324.The horizontal coordinates were scaled from a topographic map and have
 EM0324.an estimated accuracy of +/- 6 seconds.
 EM0324
 EM0324.The orthometric height was determined by differential leveling
 EM0324.and adjusted by the National Geodetic Survey in June 1991..
 EM0324
 EM0324.The geoid height was determined by GEOID03.
 EM0324
 EM0324.The dynamic height is computed by dividing the NAVD 88
 EM0324.geopotential number by the normal gravity value computed on the
 EM0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0324.degrees latitude (g = 980.6199 gals.).
 EM0324
 EM0324.The modeled gravity was interpolated from observed gravity values.
 EM0324
 EM0324;                    North         East    Units  Estimated Accuracy
 EM0324;SPC TXNC     - 2,297,640.      516,340.      MT  (+/- 180 meters Scaled)
 EM0324
 EM0324                          SUPERSEDED SURVEY CONTROL
 EM0324
 EM0324  NGVD 29 (??/??/92)  408.842  (m)         1341.34   (f) ADJ UNCH    2 0
 EM0324
 EM0324.Superseded values are not recommended for survey control.
 EM0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0324.See file dsdata.txt to determine how the superseded data were derived.
 EM0324
 EM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD623007(NAD 83)
 EM0324_MARKER: DB = BENCH MARK DISK
 EM0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0324_SP_SET: CULVERT
 EM0324_STAMPING: A 124 1961
 EM0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0324
 EM0324  HISTORY     - Date     Condition        Report By
 EM0324  HISTORY     - 1961     MONUMENTED       CGS
 EM0324  HISTORY     - 1984     GOOD             NGS
 EM0324
 EM0324                          STATION DESCRIPTION
 EM0324
 EM0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0324'0.35 MI E FROM ODELL.
 EM0324'0.35 MILE EAST ALONG FARM ROAD 91 FROM THE POST OFFICE AT ODELL, 18
 EM0324'FEET SOUTH OF THE CENTER OF THE HIGHWAY, CEMENTED IN A DRILL HOLE IN
 EM0324'THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 EM0324
 EM0324                          STATION RECOVERY (1984)
 EM0324
 EM0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1614 ***********************************************************************
 AW1614  DESIGNATION -  A 1241
 AW1614  PID         -  AW1614
 AW1614  STATE/COUNTY-  TX/GALVESTON
 AW1614  USGS QUAD   -  TEXAS CITY (1994)
 AW1614
 AW1614                         *CURRENT SURVEY CONTROL
 AW1614  ___________________________________________________________________
 AW1614* NAD 83(1986)-  29 29 25.     (N)    094 59 23.     (W)     SCALED    
 AW1614* NAVD 88     -         3.782  (meters)      12.41   (feet)  ADJUSTED  
 AW1614  ___________________________________________________________________
 AW1614  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW1614  DYNAMIC HT  -           3.777 (meters)      12.39  (feet)  COMP
 AW1614  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 AW1614
 AW1614  VERT ORDER  -  FIRST     CLASS II
 AW1614
 AW1614.The horizontal coordinates were scaled from a topographic map and have
 AW1614.an estimated accuracy of +/- 6 seconds.
 AW1614
 AW1614.The orthometric height was determined by differential leveling
 AW1614.and adjusted by the National Geodetic Survey in June 1991..
 AW1614
 AW1614.The geoid height was determined by GEOID03.
 AW1614
 AW1614.The dynamic height is computed by dividing the NAVD 88
 AW1614.geopotential number by the normal gravity value computed on the
 AW1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1614.degrees latitude (g = 980.6199 gals.).
 AW1614
 AW1614.The modeled gravity was interpolated from observed gravity values.
 AW1614
 AW1614;                    North         East    Units  Estimated Accuracy
 AW1614;SPC TXSC     - 4,190,300.      988,770.      MT  (+/- 180 meters Scaled)
 AW1614
 AW1614                          SUPERSEDED SURVEY CONTROL
 AW1614
 AW1614  NGVD 29 (12/23/87)    3.779  (m)           12.40   (f) ADJUSTED    1 2
 AW1614
 AW1614.Superseded values are not recommended for survey control.
 AW1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1614.See file dsdata.txt to determine how the superseded data were derived.
 AW1614
 AW1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN071639(NAD 83)
 AW1614_MARKER: DB = BENCH MARK DISK
 AW1614_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1614_SP_SET: HEADWALL
 AW1614_STAMPING: A 1241 1978
 AW1614_MARK LOGO: NGS   
 AW1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1614+STABILITY: SURFACE MOTION
 AW1614
 AW1614  HISTORY     - Date     Condition        Report By
 AW1614  HISTORY     - 1978     MONUMENTED       NGS
 AW1614  HISTORY     - 1983     GOOD             NGS
 AW1614  HISTORY     - 1987     GOOD             USPSQD
 AW1614  HISTORY     - 1987     GOOD             NGS
 AW1614  HISTORY     - 1989     GOOD             USPSQD
 AW1614  HISTORY     - 1989     GOOD             USPSQD
 AW1614  HISTORY     - 1989     GOOD             USPSQD
 AW1614  HISTORY     - 1990     GOOD             USPSQD
 AW1614  HISTORY     - 19940423 GOOD             USPSQD
 AW1614  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AW1614  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AW1614
 AW1614                          STATION DESCRIPTION
 AW1614
 AW1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1614'3.7 MI SE FROM KEMAH.
 AW1614'ABOUT 3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST
 AW1614'OFFICE AT KEMAH, BETWEEN THE HIGHWAY AND SOUTHERN PACIFIC RAILROAD
 AW1614'TRACKS, SET IN THE NORTHWEST END OF HEADWALL OF CONCRETE CULVERT,
 AW1614'48 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 48 FEET NORTHEAST OF
 AW1614'EAST RAIL OF SOUTHERN PACIFIC RAILROAD, 45 FEET SOUTH OF PIPE LINE
 AW1614'POST AND WARNING SIGN, AND 15 FEET NORTH OF CENTERLINE OF FIELD
 AW1614'ROAD LEADING TO GATE.
 AW1614
 AW1614                          STATION RECOVERY (1983)
 AW1614
 AW1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1614'RECOVERED IN GOOD CONDITION.
 AW1614
 AW1614                          STATION RECOVERY (1987)
 AW1614
 AW1614'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 AW1614'RECOVERED IN GOOD CONDITION.
 AW1614
 AW1614                          STATION RECOVERY (1987)
 AW1614
 AW1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1614'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7 MI)
 AW1614'SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE JUNCTION OF FARM ROAD 646
 AW1614'IN BACLIFF TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHWEST END OF A
 AW1614'CONCRETE HEADWALL OF A CULVERT UNDER A FIELD ROAD, 10.58 METERS (34.7
 AW1614'FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEASTBOUND LANES OF THE
 AW1614'HIGHWAY, 14.02 METERS (46.0 FT) SOUTH-SOUTHEAST OF A PIPE LINE POST
 AW1614'WITH WARNING SIGN, 13.72 METERS (45.0 FT) NORTHEAST OF THE EAST RAIL
 AW1614'OF THE SOUTHERN PACIFIC RAILROAD, 4.27 METERS (14.0 FT)
 AW1614'NORTH-NORTHWEST OF THE CENTER OF THE FIELD ROAD.
 AW1614'THE MARK IS 0.35 METERS  E FROM  A WITNESS POST
 AW1614'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AW1614
 AW1614                          STATION RECOVERY (1989)
 AW1614
 AW1614'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1614'RECOVERED IN GOOD CONDITION.
 AW1614
 AW1614                          STATION RECOVERY (1989)
 AW1614
 AW1614'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1614'RECOVERED IN GOOD CONDITION.
 AW1614
 AW1614                          STATION RECOVERY (1989)
 AW1614
 AW1614'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1614'RECOVERED IN GOOD CONDITION.
 AW1614
 AW1614                          STATION RECOVERY (1990)
 AW1614
 AW1614'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1614'RECOVERED IN GOOD CONDITION.
 AW1614
 AW1614                          STATION RECOVERY (1994)
 AW1614
 AW1614'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1614'RECOVERED IN GOOD CONDITION.
 AW1614
 AW1614                          STATION RECOVERY (2004)
 AW1614
 AW1614'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1614' 
 AW1614' 
 AW1614' 
 AW1614
 AW1614                          STATION RECOVERY (2005)
 AW1614
 AW1614'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1614'NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1467 ***********************************************************************
 AW1467  DESIGNATION -  A 1242
 AW1467  PID         -  AW1467
 AW1467  STATE/COUNTY-  TX/CHAMBERS
 AW1467  USGS QUAD   -  ANAHUAC (1993)
 AW1467
 AW1467                         *CURRENT SURVEY CONTROL
 AW1467  ___________________________________________________________________
 AW1467* NAD 83(1986)-  29 47 48.     (N)    094 39 26.     (W)     SCALED    
 AW1467* NAVD 88     -         7.04   (+/-2cm)      23.1    (feet)  VERTCON   
 AW1467  ___________________________________________________________________
 AW1467  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW1467
 AW1467  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1467
 AW1467.The horizontal coordinates were scaled from a topographic map and have
 AW1467.an estimated accuracy of +/- 6 seconds.
 AW1467
 AW1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1467.The vertical order pertains to the NGVD 29 superseded value.
 AW1467
 AW1467.The geoid height was determined by GEOID03.
 AW1467
 AW1467;                    North         East    Units  Estimated Accuracy
 AW1467;SPC TXSC     - 4,225,390.    1,019,730.      MT  (+/- 180 meters Scaled)
 AW1467
 AW1467                          SUPERSEDED SURVEY CONTROL
 AW1467
 AW1467  NGVD 29 (??/??/92)    7.046  (m)           23.12   (f) ADJ UNCH    1 2
 AW1467
 AW1467.Superseded values are not recommended for survey control.
 AW1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1467.See file dsdata.txt to determine how the superseded data were derived.
 AW1467
 AW1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN398974(NAD 83)
 AW1467_MARKER: DB = BENCH MARK DISK
 AW1467_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1467_SP_SET: DEEP ROD
 AW1467_STAMPING: A 1242 1978
 AW1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1467+STABILITY: SURFACE MOTION
 AW1467
 AW1467  HISTORY     - Date     Condition        Report By
 AW1467  HISTORY     - 1978     MONUMENTED       NGS
 AW1467  HISTORY     - 1990     GOOD             USPSQD
 AW1467  HISTORY     - 19960906 GOOD             USPSQD
 AW1467  HISTORY     - 20010331 GOOD             NGS
 AW1467
 AW1467                          STATION DESCRIPTION
 AW1467
 AW1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1467'1.9 MI NORTH FROM ANAHUAC.
 AW1467'ABOUT 1.9 MILES NORTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH
 AW1467'STATE HIGHWAY 61 AT ANAHUAC, IN THE SOUTHWEST CORNER OF A CHAIN
 AW1467'LINK FENCE AROUND A POWER SUB-STATION, 87 FEET EAST OF THE
 AW1467'CENTERLINE OF THE ROAD, 30 FEET SOUTH OF THE CENTERLINE OF
 AW1467'DRIVEWAY WITH A GATE TO THE SUB-STATION, 24 FEET EAST-NORTHEAST
 AW1467'OF A FENCE CORNER POST, 1.5 FEET NORTH-NORTHWEST OF CORNER POST
 AW1467'OF SOUTHWEST CORNER OF A CHAIN LINK FENCE, AND 1.5 FEET NORTH
 AW1467'OF A FENCE.
 AW1467
 AW1467                          STATION RECOVERY (1990)
 AW1467
 AW1467'RECOVERY NOTE BY US POWER SQUADRON 1990 (GB)
 AW1467'RECOVERED IN GOOD CONDITION.
 AW1467
 AW1467                          STATION RECOVERY (1996)
 AW1467
 AW1467'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1467'RECOVERED IN GOOD CONDITION.
 AW1467
 AW1467                          STATION RECOVERY (2001)
 AW1467
 AW1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1467'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1450 ***********************************************************************
 AW1450  DESIGNATION -  A 1243
 AW1450  PID         -  AW1450
 AW1450  STATE/COUNTY-  TX/CHAMBERS
 AW1450  USGS QUAD   -  OAK ISLAND (1994)
 AW1450
 AW1450                         *CURRENT SURVEY CONTROL
 AW1450  ___________________________________________________________________
 AW1450* NAD 83(1986)-  29 40 34.     (N)    094 39 35.     (W)     SCALED    
 AW1450* NAVD 88     -         2.84   (+/-2cm)       9.3    (feet)  VERTCON   
 AW1450  ___________________________________________________________________
 AW1450  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1450
 AW1450  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1450
 AW1450.The horizontal coordinates were scaled from a topographic map and have
 AW1450.an estimated accuracy of +/- 6 seconds.
 AW1450
 AW1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1450.The vertical order pertains to the NGVD 29 superseded value.
 AW1450
 AW1450.The geoid height was determined by GEOID03.
 AW1450
 AW1450;                    North         East    Units  Estimated Accuracy
 AW1450;SPC TXSC     - 4,212,020.    1,019,980.      MT  (+/- 180 meters Scaled)
 AW1450
 AW1450                          SUPERSEDED SURVEY CONTROL
 AW1450
 AW1450  NGVD 29 (??/??/92)    2.842  (m)            9.32   (f) ADJ UNCH    1 2
 AW1450
 AW1450.Superseded values are not recommended for survey control.
 AW1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1450.See file dsdata.txt to determine how the superseded data were derived.
 AW1450
 AW1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN393840(NAD 83)
 AW1450_MARKER: DB = BENCH MARK DISK
 AW1450_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1450_SP_SET: GALVANIZED STEEL ROD
 AW1450_STAMPING: A 1243 1978
 AW1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1450+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 AW1450
 AW1450  HISTORY     - Date     Condition        Report By
 AW1450  HISTORY     - 1978     MONUMENTED       NGS
 AW1450  HISTORY     - 19960923 GOOD             USPSQD
 AW1450  HISTORY     - 20010331 GOOD             NGS
 AW1450  HISTORY     - 20040310 GOOD             USPSQD
 AW1450  HISTORY     - 20050315 GOOD             USPSQD
 AW1450
 AW1450                          STATION DESCRIPTION
 AW1450
 AW1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1450'7.8 MI SE FROM ANAHUAC.
 AW1450'ABOUT 6.8 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH
 AW1450'STATE HIGHWAY 61 AT ANAHUAC, THENCE 1.0 MILE EAST ALONG A PAVED
 AW1450'ROAD, 48 FEET NORTH OF CENTERLINE OF PAVED ROAD, 37 FEET WEST OF
 AW1450'CENTERLINE OF A PAVED ROAD GOING NORTH, 3 FEET EAST OF A FENCE,
 AW1450'AND 2.5 FEET NORTH OF A TELEPHONE POLE.
 AW1450
 AW1450                          STATION RECOVERY (1996)
 AW1450
 AW1450'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1450'RECOVERED IN GOOD CONDITION.
 AW1450
 AW1450                          STATION RECOVERY (2001)
 AW1450
 AW1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1450'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1450
 AW1450                          STATION RECOVERY (2004)
 AW1450
 AW1450'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1450'GO TO N29 40 33.3 W094 39 34.3
 AW1450
 AW1450                          STATION RECOVERY (2005)
 AW1450
 AW1450'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1270 ***********************************************************************
 AW1270  DESIGNATION -  A 1244
 AW1270  PID         -  AW1270
 AW1270  STATE/COUNTY-  TX/HARRIS
 AW1270  USGS QUAD   -  LA PORTE (1982)
 AW1270
 AW1270                         *CURRENT SURVEY CONTROL
 AW1270  ___________________________________________________________________
 AW1270* NAD 83(1986)-  29 39 49.     (N)    095 06 59.     (W)     SCALED    
 AW1270* NAVD 88     -         9.084  (meters)      29.80   (feet)  ADJUSTED  
 AW1270  ___________________________________________________________________
 AW1270  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1270  DYNAMIC HT  -           9.071 (meters)      29.76  (feet)  COMP
 AW1270  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 AW1270
 AW1270  VERT ORDER  -  FIRST     CLASS II
 AW1270
 AW1270.The horizontal coordinates were scaled from a topographic map and have
 AW1270.an estimated accuracy of +/- 6 seconds.
 AW1270
 AW1270.The orthometric height was determined by differential leveling
 AW1270.and adjusted by the National Geodetic Survey in June 1991..
 AW1270
 AW1270.The geoid height was determined by GEOID03.
 AW1270
 AW1270.The dynamic height is computed by dividing the NAVD 88
 AW1270.geopotential number by the normal gravity value computed on the
 AW1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1270.degrees latitude (g = 980.6199 gals.).
 AW1270
 AW1270.The modeled gravity was interpolated from observed gravity values.
 AW1270
 AW1270;                    North         East    Units  Estimated Accuracy
 AW1270;SPC TXSC     - 4,209,090.      975,860.      MT  (+/- 180 meters Scaled)
 AW1270
 AW1270                          SUPERSEDED SURVEY CONTROL
 AW1270
 AW1270  NGVD 29 (12/23/87)    9.081  (m)           29.79   (f) ADJUSTED    1 2
 AW1270
 AW1270.Superseded values are not recommended for survey control.
 AW1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1270.See file dsdata.txt to determine how the superseded data were derived.
 AW1270
 AW1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN951833(NAD 83)
 AW1270_MARKER: DB = BENCH MARK DISK
 AW1270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1270_SP_SET: HEADWALL OF PIPE CULVERT
 AW1270_STAMPING: A 1244 1978
 AW1270_MARK LOGO: NGS   
 AW1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1270+STABILITY: SURFACE MOTION
 AW1270
 AW1270  HISTORY     - Date     Condition        Report By
 AW1270  HISTORY     - 1978     MONUMENTED       NGS
 AW1270  HISTORY     - 1986     GOOD             NGS
 AW1270  HISTORY     - 1989     GOOD             USPSQD
 AW1270  HISTORY     - 1989     GOOD             USPSQD
 AW1270  HISTORY     - 1989     GOOD             USPSQD
 AW1270  HISTORY     - 1989     GOOD             USPSQD
 AW1270  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1270
 AW1270                          STATION DESCRIPTION
 AW1270
 AW1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1270'6.3 MI NW FROM LA PORTE.
 AW1270'ABOUT 1.2 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW1270'ELEMENTARY SCHOOL IN LA PORTE, AND THENCE 5.1 MILES WEST ALONG
 AW1270'SPENCER HIGHWAY.  SET IN TOP CENTER OF HEADWALL OF A 4X4 FEET
 AW1270'CONCRETE CULVERT IN THE NORTHWEST CORNER OF SAN JACINTO COLLEGE
 AW1270'GROUNDS.  54 FEET NORTHWEST OF THE NORTHEAST SIGN POST OF SAN JACINTO
 AW1270'COLLEGE, 51 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 AW1270'EAST OF THE CENTERLINE OF CUNNINGHAM DRIVE, AND 13 FEET SOUTHEAST
 AW1270'OF A POWER POLE WITH TWO GUY WIRES AND SIGNAL SWITCH BOX WITH A
 AW1270'METER.
 AW1270
 AW1270                          STATION RECOVERY (1986)
 AW1270
 AW1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1270'RECOVERED IN GOOD CONDITION.
 AW1270
 AW1270                          STATION RECOVERY (1989)
 AW1270
 AW1270'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1270'RECOVERED IN GOOD CONDITION.
 AW1270
 AW1270                          STATION RECOVERY (1989)
 AW1270
 AW1270'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1270'RECOVERED IN GOOD CONDITION.
 AW1270
 AW1270                          STATION RECOVERY (1989)
 AW1270
 AW1270'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1270'RECOVERED IN GOOD CONDITION.
 AW1270
 AW1270                          STATION RECOVERY (1989)
 AW1270
 AW1270'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1270'RECOVERED IN GOOD CONDITION.
 AW1270
 AW1270                          STATION RECOVERY (1994)
 AW1270
 AW1270'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1065 ***********************************************************************
 AW1065  DESIGNATION -  A 1245
 AW1065  PID         -  AW1065
 AW1065  STATE/COUNTY-  TX/GALVESTON
 AW1065  USGS QUAD   -  DICKINSON (1997)
 AW1065
 AW1065                         *CURRENT SURVEY CONTROL
 AW1065  ___________________________________________________________________
 AW1065* NAD 83(1986)-  29 26 26.     (N)    095 01 38.     (W)     SCALED    
 AW1065* NAVD 88     -         5.694  (meters)      18.68   (feet)  ADJUSTED  
 AW1065  ___________________________________________________________________
 AW1065  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW1065  DYNAMIC HT  -           5.687 (meters)      18.66  (feet)  COMP
 AW1065  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 AW1065
 AW1065  VERT ORDER  -  FIRST     CLASS II
 AW1065
 AW1065.The horizontal coordinates were scaled from a topographic map and have
 AW1065.an estimated accuracy of +/- 6 seconds.
 AW1065
 AW1065.The orthometric height was determined by differential leveling
 AW1065.and adjusted by the National Geodetic Survey in March 1997..
 AW1065
 AW1065.The geoid height was determined by GEOID03.
 AW1065
 AW1065.The dynamic height is computed by dividing the NAVD 88
 AW1065.geopotential number by the normal gravity value computed on the
 AW1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1065.degrees latitude (g = 980.6199 gals.).
 AW1065
 AW1065.The modeled gravity was interpolated from observed gravity values.
 AW1065
 AW1065;                    North         East    Units  Estimated Accuracy
 AW1065;SPC TXSC     - 4,184,670.      985,320.      MT  (+/- 180 meters Scaled)
 AW1065
 AW1065                          SUPERSEDED SURVEY CONTROL
 AW1065
 AW1065  NAVD 88 (06/15/91)    5.751  (m)           18.87   (f) UNKNOWN     1 2
 AW1065  NGVD 29 (12/23/87)    5.748  (m)           18.86   (f) ADJUSTED    1 2
 AW1065
 AW1065.Superseded values are not recommended for survey control.
 AW1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1065.See file dsdata.txt to determine how the superseded data were derived.
 AW1065
 AW1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN033585(NAD 83)
 AW1065_MARKER: DV = VERTICAL CONTROL DISK
 AW1065_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1065_SP_SET: STAINLESS STEEL ROD
 AW1065_STAMPING: A 1245 1978
 AW1065_MARK LOGO: NGS   
 AW1065_MAGNETIC: I = MARKER IS A STEEL ROD
 AW1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1065+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW1065
 AW1065  HISTORY     - Date     Condition        Report By
 AW1065  HISTORY     - 1978     MONUMENTED       NGS
 AW1065  HISTORY     - 1983     GOOD             NGS
 AW1065  HISTORY     - 1987     GOOD             NGS
 AW1065  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1065  HISTORY     - 1989     GOOD             USPSQD
 AW1065  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1065  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1065  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1065  HISTORY     - 19961203 GOOD             NGS
 AW1065  HISTORY     - 20030530 GOOD             USPSQD
 AW1065  HISTORY     - 20040628 GOOD             USPSQD
 AW1065  HISTORY     - 20050629 GOOD             USPSQD
 AW1065
 AW1065                          STATION DESCRIPTION
 AW1065
 AW1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1065'2.2 MI SE FROM DICKINSON.
 AW1065'ABOUT 2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1065'FARM ROAD 517 AT DICKINSON, AND THENCE 0.1 MILE SOUTHEAST OF THE
 AW1065'JUNCTION OF FARM ROAD 2004.  48 FEET NORTHEAST OF THE CENTERLINE OF
 AW1065'THE HIGHWAY, 30 FEET SOUTHWEST OF THE NORTHWEST RAIL OF GALVESTON,
 AW1065'HOUSTON AND HENDERSON RAILROAD, 15 FEET SOUTHEAST OF A POWER POLE,
 AW1065'AND 2 FEET NORTH OF A TELPHONE POLE.
 AW1065
 AW1065                          STATION RECOVERY (1983)
 AW1065
 AW1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1065'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 0.6 METER (2.0 FT) NORTH OF
 AW1065'TELEPHONE POLE.
 AW1065
 AW1065                          STATION RECOVERY (1987)
 AW1065
 AW1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1065'RECOVERED IN GOOD CONDITION.
 AW1065
 AW1065                          STATION RECOVERY (1989)
 AW1065
 AW1065'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1065'MARK NOT FOUND.
 AW1065
 AW1065                          STATION RECOVERY (1989)
 AW1065
 AW1065'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1065'RECOVERED IN GOOD CONDITION.
 AW1065
 AW1065                          STATION RECOVERY (1989)
 AW1065
 AW1065'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1065'MARK NOT FOUND.
 AW1065
 AW1065                          STATION RECOVERY (1989)
 AW1065
 AW1065'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1065'MARK NOT FOUND.
 AW1065
 AW1065                          STATION RECOVERY (1989)
 AW1065
 AW1065'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1065'MARK NOT FOUND.
 AW1065
 AW1065                          STATION RECOVERY (1996)
 AW1065
 AW1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1065'3.3 KM (2.05 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW1065'OF STATE HIGHWAY 517 IN DICKINSON, AT THE SOUTH JUNCTION OF FARM ROAD
 AW1065'2004, 13.4 M (44.0 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 9.6 M
 AW1065'(31.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 AW1065'RAILROAD, 5.7 M (18.7 FT) NORTH OF THE EAST LEG OF A SIGN (ADOPT A
 AW1065'HIGHWAY) , 5.4 M (17.7 FT) EAST OF A UTILITY POLE, 2.0 M (6.6 FT)
 AW1065'SOUTHWEST OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AW1065'HIGHWAY.  NOTE--THE DISK IS ENCLOSED IN A 4-INCH PVC PIPE AND IS FLUSH
 AW1065'WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
 AW1065
 AW1065                          STATION RECOVERY (2003)
 AW1065
 AW1065'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1065'RECOVERED IN GOOD CONDITION.
 AW1065
 AW1065                          STATION RECOVERY (2004)
 AW1065
 AW1065'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1065'RECOVERED IN GOOD CONDITION.
 AW1065
 AW1065                          STATION RECOVERY (2005)
 AW1065
 AW1065'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1065'GO TO N29 26 26.6  W095 01 38.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0994 ***********************************************************************
 AW0994  DESIGNATION -  A 1246
 AW0994  PID         -  AW0994
 AW0994  STATE/COUNTY-  TX/BRAZORIA
 AW0994  USGS QUAD   -  ALGOA (1974)
 AW0994
 AW0994                         *CURRENT SURVEY CONTROL
 AW0994  ___________________________________________________________________
 AW0994* NAD 83(1986)-  29 26 24.     (N)    095 14 39.     (W)     SCALED    
 AW0994* NAVD 88     -        11.389  (meters)      37.37   (feet)  ADJUSTED  
 AW0994  ___________________________________________________________________
 AW0994  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW0994  DYNAMIC HT  -          11.373 (meters)      37.31  (feet)  COMP
 AW0994  MODELED GRAV-     979,266.5   (mgal)                       NAVD 88
 AW0994
 AW0994  VERT ORDER  -  FIRST     CLASS II
 AW0994
 AW0994.The horizontal coordinates were scaled from a topographic map and have
 AW0994.an estimated accuracy of +/- 6 seconds.
 AW0994
 AW0994.The orthometric height was determined by differential leveling
 AW0994.and adjusted by the National Geodetic Survey in June 1991..
 AW0994
 AW0994.The geoid height was determined by GEOID03.
 AW0994
 AW0994.The dynamic height is computed by dividing the NAVD 88
 AW0994.geopotential number by the normal gravity value computed on the
 AW0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0994.degrees latitude (g = 980.6199 gals.).
 AW0994
 AW0994.The modeled gravity was interpolated from observed gravity values.
 AW0994
 AW0994;                    North         East    Units  Estimated Accuracy
 AW0994;SPC TXSC     - 4,183,910.      964,290.      MT  (+/- 180 meters Scaled)
 AW0994
 AW0994                          SUPERSEDED SURVEY CONTROL
 AW0994
 AW0994  NGVD 29 (12/23/87)   11.386  (m)           37.36   (f) ADJUSTED    1 2
 AW0994
 AW0994.Superseded values are not recommended for survey control.
 AW0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0994.See file dsdata.txt to determine how the superseded data were derived.
 AW0994
 AW0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN823588(NAD 83)
 AW0994_MARKER: DB = BENCH MARK DISK
 AW0994_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0994_SP_SET: STAINLESS STEEL ROD
 AW0994_STAMPING: A 1246 1978
 AW0994_MARK LOGO: NGS   
 AW0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0994+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0994
 AW0994  HISTORY     - Date     Condition        Report By
 AW0994  HISTORY     - 1978     MONUMENTED       NGS
 AW0994  HISTORY     - 1987     GOOD             USPSQD
 AW0994  HISTORY     - 1987     GOOD             USPSQD
 AW0994  HISTORY     - 1987     GOOD             NGS
 AW0994  HISTORY     - 1988     GOOD             USPSQD
 AW0994  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW0994  HISTORY     - 20020109 MARK NOT FOUND   USPSQD
 AW0994  HISTORY     - 20041021 GOOD             USPSQD
 AW0994  HISTORY     - 20051009 GOOD             USPSQD
 AW0994
 AW0994                          STATION DESCRIPTION
 AW0994
 AW0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0994'0.1 MI NE FROM ALVIN.
 AW0994'ABOUT 0.1 MILE NORTHEAST ALONG FARM ROAD 528 FROM THE JUNCTION OF
 AW0994'STATE HIGHWAY 35 (BUSINESS ROUTE) AT ALVIN, 165 FEET NORTHEAST OF
 AW0994'THE CENTERLINE OF THE FIELD ROAD WITH A WOODEN GATE, 36 FEET NORTHWEST
 AW0994'OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTHEAST OF TELEPHONE POLE
 AW0994'NUMBER 2, AND 1 FOOT SOUTH OF A FENCE.
 AW0994
 AW0994                          STATION RECOVERY (1987)
 AW0994
 AW0994'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0994'RECOVERED IN GOOD CONDITION.
 AW0994
 AW0994                          STATION RECOVERY (1987)
 AW0994
 AW0994'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW0994'RECOVERED IN GOOD CONDITION.
 AW0994
 AW0994                          STATION RECOVERY (1987)
 AW0994
 AW0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0994'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW0994'EXCEPT ADD
 AW0994'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 AW0994
 AW0994                          STATION RECOVERY (1988)
 AW0994
 AW0994'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW0994'RECOVERED IN GOOD CONDITION.
 AW0994
 AW0994                          STATION RECOVERY (1997)
 AW0994
 AW0994'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0994'MARK NOT FOUND.
 AW0994
 AW0994                          STATION RECOVERY (2002)
 AW0994
 AW0994'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0994'MARK NOT FOUND.
 AW0994
 AW0994                          STATION RECOVERY (2004)
 AW0994
 AW0994'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0994'ABOUT 4 INCHES BELOW GRASS.
 AW0994
 AW0994                          STATION RECOVERY (2005)
 AW0994
 AW0994'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0994'DESCRIPTION IS STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0132 ***********************************************************************
 AW0132  DESIGNATION -  A 1247
 AW0132  PID         -  AW0132
 AW0132  STATE/COUNTY-  TX/WALLER
 AW0132  USGS QUAD   -  KATY (1980)
 AW0132
 AW0132                         *CURRENT SURVEY CONTROL
 AW0132  ___________________________________________________________________
 AW0132* NAD 83(1986)-  29 47 09.     (N)    095 50 23.     (W)     SCALED    
 AW0132* NAVD 88     -        43.162  (meters)     141.61   (feet)  ADJUSTED  
 AW0132  ___________________________________________________________________
 AW0132  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW0132  DYNAMIC HT  -          43.103 (meters)     141.41  (feet)  COMP
 AW0132  MODELED GRAV-     979,274.5   (mgal)                       NAVD 88
 AW0132  OBS GRAVITY -     979,275.3   (mgal)                       GRAV_OBS
 AW0132
 AW0132  VERT ORDER  -  FIRST     CLASS I
 AW0132
 AW0132.The horizontal coordinates were scaled from a topographic map and have
 AW0132.an estimated accuracy of +/- 6 seconds.
 AW0132
 AW0132.The orthometric height was determined by differential leveling
 AW0132.and adjusted by the National Geodetic Survey in June 1991..
 AW0132
 AW0132.The geoid height was determined by GEOID03.
 AW0132
 AW0132.The dynamic height is computed by dividing the NAVD 88
 AW0132.geopotential number by the normal gravity value computed on the
 AW0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0132.degrees latitude (g = 980.6199 gals.).
 AW0132
 AW0132.The modeled gravity was interpolated from observed gravity values.
 AW0132.The observed gravity was obtained from relative gravimeter ties
 AW0132.to the IGSN71 gravity network.
 AW0132
 AW0132;                    North         East    Units  Estimated Accuracy
 AW0132;SPC TXSC     - 4,220,520.      905,510.      MT  (+/- 180 meters Scaled)
 AW0132
 AW0132                          SUPERSEDED SURVEY CONTROL
 AW0132
 AW0132  NGVD 29 (12/23/87)   43.149  (m)          141.56   (f) ADJUSTED    1 1
 AW0132
 AW0132.Superseded values are not recommended for survey control.
 AW0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0132.See file dsdata.txt to determine how the superseded data were derived.
 AW0132
 AW0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN254984(NAD 83)
 AW0132_MARKER: DB = BENCH MARK DISK
 AW0132_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0132_SP_SET: CULVERT HEADWALL
 AW0132_STAMPING: A 1247 1978
 AW0132_MARK LOGO: NGS   
 AW0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0132+STABILITY: SURFACE MOTION
 AW0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0132+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2004
 AW0132
 AW0132  HISTORY     - Date     Condition        Report By
 AW0132  HISTORY     - 1978     MONUMENTED       NGS
 AW0132  HISTORY     - 1986     GOOD             NGS
 AW0132  HISTORY     - 1990     GOOD             USPSQD
 AW0132  HISTORY     - 20020525 GOOD             USPSQD
 AW0132  HISTORY     - 20041013 GOOD             USPSQD
 AW0132
 AW0132                          STATION DESCRIPTION
 AW0132
 AW0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0132'1.1 MI WEST FROM KATY.
 AW0132'1.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0132'THE STATION AT KATY, IN THE TOP EAST END OF NORTH HEADWALL
 AW0132'FOR A DOUBLE BOX CULVERT UNDER HIGHWAY, 75 FEET SOUTH OF SOUTH
 AW0132'RAIL, 21 FEET NORTH OF CENTERLINE OF HIGHWAY 90, 1 FOOT WEST OF THE
 AW0132'EAST END OF NORTH HEADWALL, AND 327 FEET WEST OF ROAD CROSSING
 AW0132'TO SUB STATION.
 AW0132
 AW0132                          STATION RECOVERY (1986)
 AW0132
 AW0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0132'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 AW0132'ADD--1.8 KM (1.1 MI) WEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF PIN
 AW0132'OAK ROAD SOUTH IN KATY.
 AW0132
 AW0132                          STATION RECOVERY (1990)
 AW0132
 AW0132'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0132'RECOVERED IN GOOD CONDITION.
 AW0132
 AW0132                          STATION RECOVERY (2002)
 AW0132
 AW0132'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0132'RECOVERED IN GOOD CONDITION.
 AW0132
 AW0132                          STATION RECOVERY (2004)
 AW0132
 AW0132'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0751 ***********************************************************************
 AW0751  DESIGNATION -  A 1248
 AW0751  PID         -  AW0751
 AW0751  STATE/COUNTY-  TX/HARRIS
 AW0751  USGS QUAD   -  MONT BELVIEU (1994)
 AW0751
 AW0751                         *CURRENT SURVEY CONTROL
 AW0751  ___________________________________________________________________
 AW0751* NAD 83(1986)-  29 50 38.     (N)    094 58 57.     (W)     SCALED    
 AW0751* NAVD 88     -        12.777  (meters)      41.92   (feet)  ADJUSTED  
 AW0751  ___________________________________________________________________
 AW0751  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW0751  DYNAMIC HT  -          12.760 (meters)      41.86  (feet)  COMP
 AW0751  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 AW0751
 AW0751  VERT ORDER  -  FIRST     CLASS II
 AW0751
 AW0751.The horizontal coordinates were scaled from a topographic map and have
 AW0751.an estimated accuracy of +/- 6 seconds.
 AW0751
 AW0751.The orthometric height was determined by differential leveling
 AW0751.and adjusted by the National Geodetic Survey in June 1991..
 AW0751
 AW0751.The geoid height was determined by GEOID03.
 AW0751
 AW0751.The dynamic height is computed by dividing the NAVD 88
 AW0751.geopotential number by the normal gravity value computed on the
 AW0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0751.degrees latitude (g = 980.6199 gals.).
 AW0751
 AW0751.The modeled gravity was interpolated from observed gravity values.
 AW0751
 AW0751;                    North         East    Units  Estimated Accuracy
 AW0751;SPC TXSC     - 4,229,490.      988,130.      MT  (+/- 180 meters Scaled)
 AW0751
 AW0751                          SUPERSEDED SURVEY CONTROL
 AW0751
 AW0751  NGVD 29 (12/23/87)   12.775  (m)           41.91   (f) ADJUSTED    1 2
 AW0751
 AW0751.Superseded values are not recommended for survey control.
 AW0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0751.See file dsdata.txt to determine how the superseded data were derived.
 AW0751
 AW0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP084031(NAD 83)
 AW0751_MARKER: DB = BENCH MARK DISK
 AW0751_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0751_SP_SET: BRIDGE RAILING OVER ABUTMENT
 AW0751_STAMPING: A 1248 1978
 AW0751_MARK LOGO: NGS   
 AW0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0751+STABILITY: SURFACE MOTION
 AW0751
 AW0751  HISTORY     - Date     Condition        Report By
 AW0751  HISTORY     - 1978     MONUMENTED       NGS
 AW0751  HISTORY     - 1987     GOOD             NGS
 AW0751  HISTORY     - 1990     GOOD             USPSQD
 AW0751  HISTORY     - 19940722 GOOD             USPSQD
 AW0751
 AW0751                          STATION DESCRIPTION
 AW0751
 AW0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0751'6.2 MI NE FROM HIGHLANDS.
 AW0751'1.7 MILES NORTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE POST
 AW0751'OFFICE AT HIGHLANDS, THENCE 4.4 MILES EAST ALONG BARBERS HILL ROAD,
 AW0751'THENCE 0.1 MILE EAST ALONG FARM ROAD 1942, IN THE EAST END OF
 AW0751'THE NORTH CONCRETE GUARD RAIL FOR BRIDGE OVER CANAL, 24 FEET NORTH
 AW0751'OF THE CENTERLINE OF FARM ROAD 1942, AND 6 FEET WEST OF THE EAST
 AW0751'END OF NORTH RAIL.
 AW0751'NOTE=BENCH MARK LOCATED ON LINE 19, 0.6 MILE WEST OF LINE 17 DUE TO
 AW0751'HIGH WATER.BEST LOCATION AT TIME OF SETTING BENCH MARK.
 AW0751
 AW0751                          STATION RECOVERY (1987)
 AW0751
 AW0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0751'RECOVERED IN GOOD CONDITION.
 AW0751
 AW0751                          STATION RECOVERY (1990)
 AW0751
 AW0751'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0751'RECOVERED IN GOOD CONDITION.
 AW0751
 AW0751                          STATION RECOVERY (1994)
 AW0751
 AW0751'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1818 ***********************************************************************
 BL1818  DESIGNATION -  A 1249
 BL1818  PID         -  BL1818
 BL1818  STATE/COUNTY-  TX/LIBERTY
 BL1818  USGS QUAD   -  HUFFMAN (1980)
 BL1818
 BL1818                         *CURRENT SURVEY CONTROL
 BL1818  ___________________________________________________________________
 BL1818* NAD 83(1986)-  30 01 49.     (N)    095 04 11.     (W)     SCALED    
 BL1818* NAVD 88     -        20.45   (+/-2cm)      67.1    (feet)  VERTCON   
 BL1818  ___________________________________________________________________
 BL1818  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1818
 BL1818  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1818
 BL1818.The horizontal coordinates were scaled from a topographic map and have
 BL1818.an estimated accuracy of +/- 6 seconds.
 BL1818
 BL1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1818.The vertical order pertains to the NGVD 29 superseded value.
 BL1818
 BL1818.The geoid height was determined by GEOID03.
 BL1818
 BL1818;                    North         East    Units  Estimated Accuracy
 BL1818;SPC TX C     - 3,052,320.    1,207,540.      MT  (+/- 180 meters Scaled)
 BL1818
 BL1818                          SUPERSEDED SURVEY CONTROL
 BL1818
 BL1818  NGVD 29 (??/??/92)   20.448  (m)           67.09   (f) ADJ UNCH    1 2
 BL1818
 BL1818.Superseded values are not recommended for survey control.
 BL1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1818.See file dsdata.txt to determine how the superseded data were derived.
 BL1818
 BL1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP004239(NAD 83)
 BL1818_MARKER: DB = BENCH MARK DISK
 BL1818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1818_SP_SET: HEADWALL
 BL1818_STAMPING: A 1249 1978
 BL1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1818+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL1818
 BL1818  HISTORY     - Date     Condition        Report By
 BL1818  HISTORY     - 1978     MONUMENTED       NGS
 BL1818  HISTORY     - 20040316 GOOD             USPSQD
 BL1818
 BL1818                          STATION DESCRIPTION
 BL1818
 BL1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1818'1.3 MI EAST FROM HUFFMAN.
 BL1818'1.3 MILES SOUTHEAST ALONG FARM ROAD 1960 FROM ITS INTERSECTION WITH
 BL1818'FARM ROAD 2100 IN HUFFMAN AND SET IN TOP OF THE WEST END OF THE
 BL1818'SOUTH HEADWALL TO A DOUBLE BOX CULVERT FOR A DRAINAGE DITCH WHICH
 BL1818'CROSSES THE HIGHWAY.  75 FEET NORTH OF THE NORTHEAST CORNER OF A
 BL1818'CONCRETE RAILROAD BRIDGE, 21 FEET SOUTH OF THE CENTERLINE OF FARM
 BL1818'ROAD 1960 AND 1 FOOT EAST OF THE WEST END OF THE HEADWALL.  VERY
 BL1818'GOOD STRUCTURE.
 BL1818
 BL1818                          STATION RECOVERY (2004)
 BL1818
 BL1818'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1680 ***********************************************************************
 AN1680  DESIGNATION -  A 125
 AN1680  PID         -  AN1680
 AN1680  STATE/COUNTY-  TX/KARNES
 AN1680  USGS QUAD   -  RUNGE (1987)
 AN1680
 AN1680                         *CURRENT SURVEY CONTROL
 AN1680  ___________________________________________________________________
 AN1680* NAD 83(1986)-  28 52 52.     (N)    097 43 01.     (W)     SCALED    
 AN1680* NAVD 88     -        90.98   (+/-2cm)     298.5    (feet)  VERTCON   
 AN1680  ___________________________________________________________________
 AN1680  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN1680
 AN1680  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1680
 AN1680.The horizontal coordinates were scaled from a topographic map and have
 AN1680.an estimated accuracy of +/- 6 seconds.
 AN1680
 AN1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1680.The vertical order pertains to the NGVD 29 superseded value.
 AN1680
 AN1680.The geoid height was determined by GEOID03.
 AN1680
 AN1680;                    North         East    Units  Estimated Accuracy
 AN1680;SPC TXSC     - 4,116,810.      725,150.      MT  (+/- 180 meters Scaled)
 AN1680
 AN1680                          SUPERSEDED SURVEY CONTROL
 AN1680
 AN1680  NGVD 29 (??/??/92)   90.970  (m)          298.46   (f) ADJ UNCH    2 0
 AN1680
 AN1680.Superseded values are not recommended for survey control.
 AN1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1680.See file dsdata.txt to determine how the superseded data were derived.
 AN1680
 AN1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS251954(NAD 83)
 AN1680_MARKER: DB = BENCH MARK DISK
 AN1680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1680_SP_SET: ABUTMENT
 AN1680_STAMPING: A 125 1933
 AN1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1680
 AN1680  HISTORY     - Date     Condition        Report By
 AN1680  HISTORY     - 1933     MONUMENTED       CGS
 AN1680
 AN1680                          STATION DESCRIPTION
 AN1680
 AN1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1680'0.3 MI SW FROM RUNGE.
 AN1680'AT RUNGE, KARNES COUNTY, 0.3 MILE SOUTHWEST ALONG THE TEXAS AND NEW
 AN1680'ORLEANS RAILROAD FROM THE STATION, AT A HIGHWAY UNDERPASS, IN THE TOP
 AN1680'OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 9.5 FEET SOUTH OF THE
 AN1680'CENTER LINE OF THE TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A
 AN1680'STANDARD DISK, STAMPED A 125 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0781 ***********************************************************************
 AW0781  DESIGNATION -  A 1250
 AW0781  PID         -  AW0781
 AW0781  STATE/COUNTY-  TX/HARRIS
 AW0781  USGS QUAD   -  ALDINE (1995)
 AW0781
 AW0781                         *CURRENT SURVEY CONTROL
 AW0781  ___________________________________________________________________
 AW0781* NAD 83(1986)-  29 55 54.     (N)    095 23 36.     (W)     SCALED    
 AW0781* NAVD 88     -        25.168  (meters)      82.57   (feet)  ADJUSTED  
 AW0781  ___________________________________________________________________
 AW0781  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0781  DYNAMIC HT  -          25.134 (meters)      82.46  (feet)  COMP
 AW0781  MODELED GRAV-     979,294.9   (mgal)                       NAVD 88
 AW0781
 AW0781  VERT ORDER  -  FIRST     CLASS II
 AW0781
 AW0781.The horizontal coordinates were scaled from a topographic map and have
 AW0781.an estimated accuracy of +/- 6 seconds.
 AW0781
 AW0781.The orthometric height was determined by differential leveling
 AW0781.and adjusted by the National Geodetic Survey in June 1991..
 AW0781
 AW0781.The geoid height was determined by GEOID03.
 AW0781
 AW0781.The dynamic height is computed by dividing the NAVD 88
 AW0781.geopotential number by the normal gravity value computed on the
 AW0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0781.degrees latitude (g = 980.6199 gals.).
 AW0781
 AW0781.The modeled gravity was interpolated from observed gravity values.
 AW0781
 AW0781;                    North         East    Units  Estimated Accuracy
 AW0781;SPC TXSC     - 4,237,920.      948,150.      MT  (+/- 180 meters Scaled)
 AW0781
 AW0781                          SUPERSEDED SURVEY CONTROL
 AW0781
 AW0781  NGVD 29 (12/23/87)   25.165  (m)           82.56   (f) ADJUSTED    1 2
 AW0781
 AW0781.Superseded values are not recommended for survey control.
 AW0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0781.See file dsdata.txt to determine how the superseded data were derived.
 AW0781
 AW0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP689136(NAD 83)
 AW0781_MARKER: DB = BENCH MARK DISK
 AW0781_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0781_SP_SET: HEADWALL
 AW0781_STAMPING: A 1250 1978
 AW0781_MARK LOGO: NGS   
 AW0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0781+STABILITY: SURFACE MOTION
 AW0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0781+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AW0781
 AW0781  HISTORY     - Date     Condition        Report By
 AW0781  HISTORY     - 1978     MONUMENTED       NGS
 AW0781  HISTORY     - 1987     GOOD             NGS
 AW0781  HISTORY     - 20040329 GOOD             USPSQD
 AW0781  HISTORY     - 20051015 GOOD             USPSQD
 AW0781
 AW0781                          STATION DESCRIPTION
 AW0781
 AW0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0781'10.9 MI SOUTH FROM SPRING.
 AW0781'10.5 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD, AND THENCE 0.8
 AW0781'MILE WEST ALONG FARM ROAD 525, 1.1 MILES EAST OF INTERSTATE 45, AT
 AW0781'THE CROSSING OF A LARGE DRAINAGE DITCH IN THE TOP OF THE CENTER OF
 AW0781'THE NORTH HEADWALL OF A MULTIPLE BOX CULVERT UNDER 525, 105 FEET WEST
 AW0781'OF THE CENTERLINE OF A PAVED ROAD (NORTH), 43 FEET NORTH OF THE
 AW0781'CENTERLINE OF FARM ROAD 525, AND 45 FEET EAST OF THE WEST END OF THE
 AW0781'HEADWALL.
 AW0781
 AW0781                          STATION RECOVERY (1987)
 AW0781
 AW0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0781'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.7 KM (2.3 MI)
 AW0781'WESTERLY ALONG FARM ROAD 525 FROM THE HIGH SCHOOL IN ALDINE.
 AW0781
 AW0781                          STATION RECOVERY (2004)
 AW0781
 AW0781'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0781'RECOVERED IN GOOD CONDITION.
 AW0781
 AW0781                          STATION RECOVERY (2005)
 AW0781
 AW0781'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0781'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0278 ***********************************************************************
 AW0278  DESIGNATION -  A 1251
 AW0278  PID         -  AW0278
 AW0278  STATE/COUNTY-  TX/HARRIS
 AW0278  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0278
 AW0278                         *CURRENT SURVEY CONTROL
 AW0278  ___________________________________________________________________
 AW0278* NAD 83(1986)-  29 47 05.     (N)    095 35 56.     (W)     SCALED    
 AW0278* NAVD 88     -        27.44   (+/-2cm)      90.0    (feet)  VERTCON   
 AW0278  ___________________________________________________________________
 AW0278  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW0278
 AW0278  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0278
 AW0278.The horizontal coordinates were scaled from a topographic map and have
 AW0278.an estimated accuracy of +/- 6 seconds.
 AW0278
 AW0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0278.The vertical order pertains to the NGVD 29 superseded value.
 AW0278
 AW0278.The geoid height was determined by GEOID03.
 AW0278
 AW0278;                    North         East    Units  Estimated Accuracy
 AW0278;SPC TXSC     - 4,221,050.      928,790.      MT  (+/- 180 meters Scaled)
 AW0278
 AW0278                          SUPERSEDED SURVEY CONTROL
 AW0278
 AW0278  NGVD 29 (??/??/92)   27.435  (m)           90.01   (f) ADJ UNCH    1 2
 AW0278
 AW0278.Superseded values are not recommended for survey control.
 AW0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0278.See file dsdata.txt to determine how the superseded data were derived.
 AW0278
 AW0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN487977(NAD 83)
 AW0278_MARKER: I = METAL ROD
 AW0278_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0278_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0278_STAMPING: A 1251 1978
 AW0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0278+STABILITY: POSITION/ELEVATION WELL
 AW0278
 AW0278  HISTORY     - Date     Condition        Report By
 AW0278  HISTORY     - 1978     MONUMENTED       NGS
 AW0278  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW0278  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0278  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0278  HISTORY     - 19870708 GOOD             NGS
 AW0278  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0278  HISTORY     - 19940821 MARK NOT FOUND   USPSQD
 AW0278  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0278
 AW0278                          STATION DESCRIPTION
 AW0278
 AW0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0278'2.9 MI EAST FROM ADDICKS.
 AW0278'2.9 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0278'THE RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, ABOUT 0.05 MILE
 AW0278'SOUTHWEST OF THE SOUTHWEST CORNER OF DON MCGILL TOYOTA SHOWROOM, 66
 AW0278'FEET NORTH OF THE CENTERLINE OF THE WEST BOUND ACCESS ROAD, 79.5
 AW0278'FEET WEST OF A POLE NUMBER 124 FOR A LARGE THREE POLE BILLBOARD, AND
 AW0278'16 FEET SOUTH OF THE SOUTH RAIL.  NOTE=SLEEVE DEPTH IS 33 FEET.
 AW0278
 AW0278                          STATION RECOVERY (1983)
 AW0278
 AW0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0278'NOT RECOVERED, ASSUMED TO HAVE BEEN KNOCKED OUT BY RAILROAD
 AW0278'CONSTRUCTION.
 AW0278
 AW0278                          STATION RECOVERY (1986)
 AW0278
 AW0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0278'THERE IS EVIDENCE OF GRADING AT THIS SITE.
 AW0278
 AW0278                          STATION RECOVERY (1987)
 AW0278
 AW0278'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0278'MARK NOT FOUND.
 AW0278
 AW0278                          STATION RECOVERY (1987)
 AW0278
 AW0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (WVM)
 AW0278'RECOVERED IN GOOD CONDITION.
 AW0278
 AW0278                          STATION RECOVERY (1989)
 AW0278
 AW0278'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0278'MARK NOT FOUND.
 AW0278
 AW0278                          STATION RECOVERY (1994)
 AW0278
 AW0278'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0278'MARK NOT FOUND.
 AW0278
 AW0278                          STATION RECOVERY (2004)
 AW0278
 AW0278'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0274 ***********************************************************************
 AW0274  DESIGNATION -  A 1252
 AW0274  PID         -  AW0274
 AW0274  STATE/COUNTY-  TX/HARRIS
 AW0274  USGS QUAD   -  ADDICKS (1995)
 AW0274
 AW0274                         *CURRENT SURVEY CONTROL
 AW0274  ___________________________________________________________________
 AW0274* NAD 83(1986)-  29 47 07.     (N)    095 37 54.     (W)     SCALED    
 AW0274* NAVD 88     -        26.355  (meters)      86.47   (feet)  ADJUSTED  
 AW0274  ___________________________________________________________________
 AW0274  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW0274  DYNAMIC HT  -          26.319 (meters)      86.35  (feet)  COMP
 AW0274  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 AW0274
 AW0274  VERT ORDER  -  FIRST     CLASS II
 AW0274
 AW0274.The horizontal coordinates were scaled from a topographic map and have
 AW0274.an estimated accuracy of +/- 6 seconds.
 AW0274
 AW0274.The orthometric height was determined by differential leveling
 AW0274.and adjusted by the National Geodetic Survey in June 1991..
 AW0274
 AW0274.The geoid height was determined by GEOID03.
 AW0274
 AW0274.The dynamic height is computed by dividing the NAVD 88
 AW0274.geopotential number by the normal gravity value computed on the
 AW0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0274.degrees latitude (g = 980.6199 gals.).
 AW0274
 AW0274.The modeled gravity was interpolated from observed gravity values.
 AW0274
 AW0274;                    North         East    Units  Estimated Accuracy
 AW0274;SPC TXSC     - 4,221,020.      925,620.      MT  (+/- 180 meters Scaled)
 AW0274
 AW0274                          SUPERSEDED SURVEY CONTROL
 AW0274
 AW0274  NGVD 29 (12/23/87)   26.348  (m)           86.44   (f) ADJUSTED    1 2
 AW0274
 AW0274.Superseded values are not recommended for survey control.
 AW0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0274.See file dsdata.txt to determine how the superseded data were derived.
 AW0274
 AW0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN455978(NAD 83)
 AW0274_MARKER: DB = BENCH MARK DISK
 AW0274_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0274_SP_SET: STAINLESS STEEL ROD
 AW0274_STAMPING: A 1252 1978
 AW0274_MARK LOGO: NGS   
 AW0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0274
 AW0274  HISTORY     - Date     Condition        Report By
 AW0274  HISTORY     - 1978     MONUMENTED       NGS
 AW0274  HISTORY     - 1983     GOOD             NGS
 AW0274  HISTORY     - 1986     GOOD             NGS
 AW0274  HISTORY     - 1987     GOOD             USPSQD
 AW0274  HISTORY     - 19950905 GOOD             USPSQD
 AW0274
 AW0274                          STATION DESCRIPTION
 AW0274
 AW0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0274'0.7 MI EAST FROM KATY.
 AW0274'0.7 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0274'OVERPASS AT HIGHWAY 6, 0.05 MILE SOUTHWEST AND ACROSS OLD KATY ROAD
 AW0274'FROM THE HARRIS COUNTY FLOOD CONTROL DISTRICT, MAINTAINENCE BASE
 AW0274'NUMBER 4, 254 FEET WEST OF THE CENTERLINE OF JORDAN ROAD WHICH CROSSES
 AW0274'THE RAILROAD, 52 FEET SOUTH OF THE CENTERLINE OF OLD KATY ROAD, 16
 AW0274'FEET NORTH OF THE NORTH RAIL, AND 1.5 FEET WEST OF A GUY POLE.  DISK
 AW0274'IS LEVEL WITH THE GROUND, WHICH ACCESS IS TO BE HAD THROUGH A 4 INCH
 AW0274'PLASTIC SCREW PLUG.
 AW0274
 AW0274                          STATION RECOVERY (1983)
 AW0274
 AW0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0274'RECOVERED IN GOOD CONDITION.
 AW0274
 AW0274                          STATION RECOVERY (1986)
 AW0274
 AW0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0274'RECOVERED IN GOOD CONDITION.
 AW0274
 AW0274                          STATION RECOVERY (1987)
 AW0274
 AW0274'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0274'RECOVERED IN GOOD CONDITION.
 AW0274
 AW0274                          STATION RECOVERY (1995)
 AW0274
 AW0274'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0312 ***********************************************************************
 AW0312  DESIGNATION -  A 1253
 AW0312  PID         -  AW0312
 AW0312  STATE/COUNTY-  TX/HARRIS
 AW0312  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0312
 AW0312                         *CURRENT SURVEY CONTROL
 AW0312  ___________________________________________________________________
 AW0312* NAD 83(1986)-  29 47 03.     (N)    095 27 23.     (W)     SCALED    
 AW0312* NAVD 88     -        20.05   (+/-2cm)      65.8    (feet)  VERTCON   
 AW0312  ___________________________________________________________________
 AW0312  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW0312
 AW0312  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0312
 AW0312.The horizontal coordinates were scaled from a topographic map and have
 AW0312.an estimated accuracy of +/- 6 seconds.
 AW0312
 AW0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0312.The vertical order pertains to the NGVD 29 superseded value.
 AW0312
 AW0312.The geoid height was determined by GEOID03.
 AW0312
 AW0312;                    North         East    Units  Estimated Accuracy
 AW0312;SPC TXSC     - 4,221,400.      942,560.      MT  (+/- 180 meters Scaled)
 AW0312
 AW0312                          SUPERSEDED SURVEY CONTROL
 AW0312
 AW0312  NGVD 29 (??/??/??)   20.048  (m)           65.77   (f) ADJUSTED    1 2
 AW0312
 AW0312.Superseded values are not recommended for survey control.
 AW0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0312.See file dsdata.txt to determine how the superseded data were derived.
 AW0312
 AW0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN625973(NAD 83)
 AW0312_MARKER: I = METAL ROD
 AW0312_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0312_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0312_STAMPING: A 1253 1978
 AW0312_MARK LOGO: NGS   
 AW0312_PROJECTION: RECESSED 34 CENTIMETERS
 AW0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0312+STABILITY: POSITION/ELEVATION WELL
 AW0312_ROD/PIPE-DEPTH: 9.7  meters
 AW0312_SLEEVE-DEPTH  : 7.6 meters
 AW0312
 AW0312  HISTORY     - Date     Condition        Report By
 AW0312  HISTORY     - 1978     MONUMENTED       NGS
 AW0312  HISTORY     - 1981     GOOD             NGS
 AW0312  HISTORY     - 1983     GOOD             NGS
 AW0312  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0312  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0312  HISTORY     - 19931023 MARK NOT FOUND   USPSQD
 AW0312
 AW0312                          STATION DESCRIPTION
 AW0312
 AW0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0312'6.4 MI WEST FROM HOUSTON.
 AW0312'6.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0312'CONTROL SWITCH BUILDING NUMBER 108, IN HOUSTON.  MARK IS SET AT
 AW0312'THE NORTHEAST CORNER OF THE INTERSECTION OF KATY ROAD AND NORTH
 AW0312'POST OAK ROAD, 101.8 FEET NORTHWEST OF BENCH MARK Q 1251 WHICH IS
 AW0312'SET IN THE NORTH HEADWALL FOR A CULVERT UNDER KATY ROAD, 86.5 FEET
 AW0312'EAST OF THE CENTERLINE OF NORTH POST OAK ROAD, 9.6 FEET NORTH OF THE
 AW0312'NORTH RAIL OF THE MAIN TRACK, AND 5.2 FEET SOUTH OF THE SOUTH RAIL OF
 AW0312'A SPUR TRACK.  ROD IS SET BELOW THE LEVEL OF THE GROUND, ACCESS TO
 AW0312'WHICH CAN BE HAD THROUGH A METAL ACCESS CAP.
 AW0312'SLEEVE DEPTH IS 25 FEET.
 AW0312
 AW0312                          STATION RECOVERY (1981)
 AW0312
 AW0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0312'RECOVERED IN GOOD CONDITION.
 AW0312
 AW0312                          STATION RECOVERY (1983)
 AW0312
 AW0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0312'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0312'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0312'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0312'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0312'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 10.4 KM (6.45 MI)
 AW0312'WEST-NORTHWEST ALONG THE RAILROAD TO THE CROSSING OF NORTH POST OAK
 AW0312'ROAD, 30.9 METERS (101.8 FT) NORTHWEST OF BENCH MARK Q 1251,
 AW0312'26.3 METERS (86.5 FT) EAST OF THE CENTERLINE OF NORTH POST OAK ROAD,
 AW0312'2.9 METERS (9.6 FT) NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND
 AW0312'1.5 METERS (5.2 FT) SOUTH OF THE SOUTH RAIL.
 AW0312'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 AW0312'THE MARK IS 0.6 M BELOW TRACKS.
 AW0312
 AW0312                          STATION RECOVERY (1986)
 AW0312
 AW0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0312'THERE HAS BEEN GRADING AT THIS SITE.
 AW0312
 AW0312                          STATION RECOVERY (1987)
 AW0312
 AW0312'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0312'MARK NOT FOUND.
 AW0312
 AW0312                          STATION RECOVERY (1993)
 AW0312
 AW0312'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1834 ***********************************************************************
 AW1834  DESIGNATION -  A 1254
 AW1834  PID         -  AW1834
 AW1834  STATE/COUNTY-  TX/HARRIS
 AW1834  USGS QUAD   -  CYPRESS (1995)
 AW1834
 AW1834                         *CURRENT SURVEY CONTROL
 AW1834  ___________________________________________________________________
 AW1834* NAD 83(1986)-  29 59 20.     (N)    095 44 39.     (W)     SCALED    
 AW1834* NAVD 88     -        47.190  (meters)     154.82   (feet)  ADJUSTED  
 AW1834  ___________________________________________________________________
 AW1834  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW1834  DYNAMIC HT  -          47.125 (meters)     154.61  (feet)  COMP
 AW1834  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AW1834
 AW1834  VERT ORDER  -  FIRST     CLASS II
 AW1834
 AW1834.The horizontal coordinates were scaled from a topographic map and have
 AW1834.an estimated accuracy of +/- 6 seconds.
 AW1834
 AW1834.The orthometric height was determined by differential leveling
 AW1834.and adjusted by the National Geodetic Survey in June 1991..
 AW1834
 AW1834.The geoid height was determined by GEOID03.
 AW1834
 AW1834.The dynamic height is computed by dividing the NAVD 88
 AW1834.geopotential number by the normal gravity value computed on the
 AW1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1834.degrees latitude (g = 980.6199 gals.).
 AW1834
 AW1834.The modeled gravity was interpolated from observed gravity values.
 AW1834
 AW1834;                    North         East    Units  Estimated Accuracy
 AW1834;SPC TXSC     - 4,243,270.      914,120.      MT  (+/- 180 meters Scaled)
 AW1834
 AW1834                          SUPERSEDED SURVEY CONTROL
 AW1834
 AW1834  NGVD 29 (12/23/87)   47.182  (m)          154.80   (f) ADJUSTED    1 2
 AW1834
 AW1834.Superseded values are not recommended for survey control.
 AW1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1834.See file dsdata.txt to determine how the superseded data were derived.
 AW1834
 AW1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP352207(NAD 83)
 AW1834_MARKER: I = METAL ROD
 AW1834_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1834_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1834_STAMPING: A 1254 1978
 AW1834_MARK LOGO: NGS   
 AW1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1834+STABILITY: POSITION/ELEVATION WELL
 AW1834
 AW1834  HISTORY     - Date     Condition        Report By
 AW1834  HISTORY     - 1978     MONUMENTED       NGS
 AW1834  HISTORY     - 1981     GOOD             NGS
 AW1834  HISTORY     - 1986     GOOD             NGS
 AW1834  HISTORY     - 1987     GOOD             USPSQD
 AW1834  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1834  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW1834
 AW1834                          STATION DESCRIPTION
 AW1834
 AW1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1834'3.1 MI NW FROM CYPRESS.
 AW1834'3.1 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1834'CYPRESS SPRING ROAD IN CYPRESS.  AT UNDERGROUND CABLE MARKER POST
 AW1834'69.4, 165 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD CROSSING THE
 AW1834'TRACKS AND LEADING SOUTH, 52.5 FEET NORTHEAST OF THE NORTHEAST RAIL,
 AW1834'43 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 AW1834'HIGHWAY, AND 4 FEET NORTHEAST OF THE UNDERGROUND CABLE POST.  SLEEVE
 AW1834'IS SET AT A DEPTH OF 30 FEET.
 AW1834
 AW1834                          STATION RECOVERY (1981)
 AW1834
 AW1834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1834'RECOVERED IN GOOD CONDITION.
 AW1834
 AW1834                          STATION RECOVERY (1986)
 AW1834
 AW1834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1834'RECOVERED IN GOOD CONDITION.
 AW1834
 AW1834                          STATION RECOVERY (1987)
 AW1834
 AW1834'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1834'RECOVERED IN GOOD CONDITION.
 AW1834
 AW1834                          STATION RECOVERY (1990)
 AW1834
 AW1834'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1834'MARK NOT FOUND.
 AW1834
 AW1834                          STATION RECOVERY (1991)
 AW1834
 AW1834'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW1834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1169 ***********************************************************************
 AW1169  DESIGNATION -  A 1255
 AW1169  PID         -  AW1169
 AW1169  STATE/COUNTY-  TX/BRAZORIA
 AW1169  USGS QUAD   -  ANGLETON (1974)
 AW1169
 AW1169                         *CURRENT SURVEY CONTROL
 AW1169  ___________________________________________________________________
 AW1169* NAD 83(1986)-  29 11 06.     (N)    095 23 25.     (W)     SCALED    
 AW1169* NAVD 88     -         6.16   (+/-2cm)      20.2    (feet)  VERTCON   
 AW1169  ___________________________________________________________________
 AW1169  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW1169  OBS GRAVITY -     979,258.7   (mgal)                       GRAV_OBS
 AW1169
 AW1169  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1169
 AW1169.The horizontal coordinates were scaled from a topographic map and have
 AW1169.an estimated accuracy of +/- 6 seconds.
 AW1169
 AW1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1169.The vertical order pertains to the NGVD 29 superseded value.
 AW1169
 AW1169.The geoid height was determined by GEOID03.
 AW1169.The observed gravity was obtained from relative gravimeter ties
 AW1169.to the IGSN71 gravity network.
 AW1169
 AW1169;                    North         East    Units  Estimated Accuracy
 AW1169;SPC TXSC     - 4,155,220.      951,000.      MT  (+/- 180 meters Scaled)
 AW1169
 AW1169                          SUPERSEDED SURVEY CONTROL
 AW1169
 AW1169  NGVD 29 (??/??/92)    6.161  (m)           20.21   (f) ADJ UNCH    1 1
 AW1169
 AW1169.Superseded values are not recommended for survey control.
 AW1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1169.See file dsdata.txt to determine how the superseded data were derived.
 AW1169
 AW1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN675308(NAD 83)
 AW1169_MARKER: DB = BENCH MARK DISK
 AW1169_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1169_SP_SET: GALVANIZED STEEL ROD
 AW1169_STAMPING: A 1255 1978
 AW1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1169
 AW1169  HISTORY     - Date     Condition        Report By
 AW1169  HISTORY     - 1978     MONUMENTED       NGS
 AW1169  HISTORY     - 1987     GOOD             USPSQD
 AW1169  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW1169  HISTORY     - 20030426 MARK NOT FOUND   USPSQD
 AW1169
 AW1169                          STATION DESCRIPTION
 AW1169
 AW1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1169'3.2 MI NE FROM ANGLETON.
 AW1169'3.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1169'STATION AT ANGLETON, AT THE T JUNCTION OF COUNTY ROADS 443 AND 171,
 AW1169'EAST AND ACROSS THE TRACK FROM MILE POST 323, 35 FT. EAST OF THE
 AW1169'CENTER LINE OF 171, 120 FT. EAST OF THE EAST RAIL, 9 FT. NORTH OF
 AW1169'THE EXTENDED CENTER LINE OF 443, 1 FT. WEST OF A FENCE LINE,
 AW1169'DRIVEN TO GRADUAL REFUSAL AT 22 FT.
 AW1169
 AW1169                          STATION RECOVERY (1987)
 AW1169
 AW1169'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1169'RECOVERED IN GOOD CONDITION.
 AW1169
 AW1169                          STATION RECOVERY (1997)
 AW1169
 AW1169'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1169'MARK NOT FOUND.
 AW1169
 AW1169                          STATION RECOVERY (2003)
 AW1169
 AW1169'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0114 ***********************************************************************
 AM0114  DESIGNATION -  A 1256
 AM0114  PID         -  AM0114
 AM0114  STATE/COUNTY-  TX/MATAGORDA
 AM0114  USGS QUAD   -  BAY CITY (1972)
 AM0114
 AM0114                         *CURRENT SURVEY CONTROL
 AM0114  ___________________________________________________________________
 AM0114* NAD 83(1986)-  28 57 59.     (N)    095 58 11.     (W)     SCALED    
 AM0114* NAVD 88     -        14.00   (+/-2cm)      45.9    (feet)  VERTCON   
 AM0114  ___________________________________________________________________
 AM0114  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AM0114
 AM0114  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0114
 AM0114.The horizontal coordinates were scaled from a topographic map and have
 AM0114.an estimated accuracy of +/- 6 seconds.
 AM0114
 AM0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0114.The vertical order pertains to the NGVD 29 superseded value.
 AM0114
 AM0114.The geoid height was determined by GEOID03.
 AM0114
 AM0114;                    North         East    Units  Estimated Accuracy
 AM0114;SPC TXSC     - 4,129,400.      895,300.      MT  (+/- 180 meters Scaled)
 AM0114
 AM0114                          SUPERSEDED SURVEY CONTROL
 AM0114
 AM0114  NGVD 29 (??/??/92)   14.026  (m)           46.02   (f) ADJ UNCH    1 1
 AM0114
 AM0114.Superseded values are not recommended for survey control.
 AM0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0114.See file dsdata.txt to determine how the superseded data were derived.
 AM0114
 AM0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN105078(NAD 83)
 AM0114_MARKER: DB = BENCH MARK DISK
 AM0114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0114_SP_SET: STAINLESS STEEL ROD
 AM0114_STAMPING: A 1256 1978
 AM0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0114
 AM0114  HISTORY     - Date     Condition        Report By
 AM0114  HISTORY     - 1978     MONUMENTED       NGS
 AM0114  HISTORY     - 19910630 GOOD             USPSQD
 AM0114  HISTORY     - 19981115 GOOD             USPSQD
 AM0114  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AM0114
 AM0114                          STATION DESCRIPTION
 AM0114
 AM0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0114'0.1 MI SOUTH FROM BAY CITY.
 AM0114'0.7 MILE SOUTH ALONG STATE HIGHWAY 60 FROM THE MISSOURI PACIFIC
 AM0114'RAILROAD STATION AT THE JUNCTION OF STATE HIGHWAY 60 AND FIRST
 AM0114'STREET AT BAY CITY, TO A SHELL ENTRANCE ROAD LEADING WEST
 AM0114'TO LARGE STORAGE LOCKERS. 67 FT WEST OF CENTER LINE OF STATE
 AM0114'HIGHWAY 60, 2 FT NORTH OF A GUYED POWERLINE POLE WITH A
 AM0114'TRANSFORMER, 5 FT NORTHWEST OF AN UNDERGROUND TELEPHONE
 AM0114'CABLE JUNCTION BOX, 10 FT SOUTH OF A CENTURY 21 SIGN AND
 AM0114'24 FT WEST OF THE SOUTH END OF A 24-INCH CONCRETE PIPE
 AM0114'CULVERT, DRIVEN TO GRADUAL REFUSAL AT 28 FEET.
 AM0114
 AM0114                          STATION RECOVERY (1991)
 AM0114
 AM0114'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AM0114'RECOVERED IN GOOD CONDITION.
 AM0114
 AM0114                          STATION RECOVERY (1998)
 AM0114
 AM0114'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0114'RECOVERED IN GOOD CONDITION.
 AM0114
 AM0114                          STATION RECOVERY (2006)
 AM0114
 AM0114'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0114'DID NOT FIND THIS DATE BUT THERE IS A WITNESS POST BUT THE MARK COULD
 AM0114'NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1818 ***********************************************************************
 AN1818  DESIGNATION -  A 1257
 AN1818  PID         -  AN1818
 AN1818  STATE/COUNTY-  TX/VICTORIA
 AN1818  USGS QUAD   -  BLOOMINGTON (1995)
 AN1818
 AN1818                         *CURRENT SURVEY CONTROL
 AN1818  ___________________________________________________________________
 AN1818* NAD 83(1986)-  28 39 13.     (N)    096 53 00.     (W)     SCALED    
 AN1818* NAVD 88     -        16.961  (meters)      55.65   (feet)  ADJUSTED  
 AN1818  ___________________________________________________________________
 AN1818  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1818  DYNAMIC HT  -          16.936 (meters)      55.56  (feet)  COMP
 AN1818  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AN1818
 AN1818  VERT ORDER  -  FIRST     CLASS I
 AN1818
 AN1818.The horizontal coordinates were scaled from a topographic map and have
 AN1818.an estimated accuracy of +/- 6 seconds.
 AN1818
 AN1818.The orthometric height was determined by differential leveling
 AN1818.and adjusted by the National Geodetic Survey in June 1991..
 AN1818
 AN1818.The geoid height was determined by GEOID03.
 AN1818
 AN1818.The dynamic height is computed by dividing the NAVD 88
 AN1818.geopotential number by the normal gravity value computed on the
 AN1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1818.degrees latitude (g = 980.6199 gals.).
 AN1818
 AN1818.The modeled gravity was interpolated from observed gravity values.
 AN1818
 AN1818;                    North         East    Units  Estimated Accuracy
 AN1818;SPC TXSC     - 4,092,780.      806,900.      MT  (+/- 180 meters Scaled)
 AN1818
 AN1818                          SUPERSEDED SURVEY CONTROL
 AN1818
 AN1818  NGVD 29 (??/??/92)   17.089  (m)           56.07   (f) ADJ UNCH    1 1
 AN1818
 AN1818.Superseded values are not recommended for survey control.
 AN1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1818.See file dsdata.txt to determine how the superseded data were derived.
 AN1818
 AN1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS068714(NAD 83)
 AN1818_MARKER: DB = BENCH MARK DISK
 AN1818_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1818_SP_SET: STAINLESS STEEL ROD
 AN1818_STAMPING: A 1257 1978
 AN1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1818
 AN1818  HISTORY     - Date     Condition        Report By
 AN1818  HISTORY     - 1978     MONUMENTED       NGS
 AN1818
 AN1818                          STATION DESCRIPTION
 AN1818
 AN1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1818'0.7 MI NE FROM BLOOMINGTON.
 AN1818'0.7 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN1818'STATION AT BLOOMINGTON, AT A GRAVEL ROAD LEADING NORTHWEST AND TWO
 AN1818'OIL STORAGE TANKS, 20 FT NORTHWEST OF THE CENTERLINE OF A PAVED
 AN1818'ROAD, 53 FT SOUTH OF THE SOUTH CORNER OF A CATTLE GUARD, 1 FT NORTHEAS
 AN1818'OF A FENCE LINE, 13 FT SOUTH OF A POWERLINE POLE, 90 FT NORTHWEST
 AN1818'OF THE NORTHWEST RAIL, DRIVEN TO REFUSAL AT A DEPTH OF 28 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1872 ***********************************************************************
 AN1872  DESIGNATION -  A 1258
 AN1872  PID         -  AN1872
 AN1872  STATE/COUNTY-  TX/ARANSAS
 AN1872  USGS QUAD   -  ROCKPORT (1979)
 AN1872
 AN1872                         *CURRENT SURVEY CONTROL
 AN1872  ___________________________________________________________________
 AN1872* NAD 83(1986)-  28 00 37.     (N)    097 03 27.     (W)     SCALED    
 AN1872* NAVD 88     -         1.604  (meters)       5.26   (feet)  ADJUSTED  
 AN1872  ___________________________________________________________________
 AN1872  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AN1872  DYNAMIC HT  -           1.602 (meters)       5.26  (feet)  COMP
 AN1872  MODELED GRAV-     979,150.9   (mgal)                       NAVD 88
 AN1872
 AN1872  VERT ORDER  -  FIRST     CLASS I
 AN1872
 AN1872.The horizontal coordinates were scaled from a topographic map and have
 AN1872.an estimated accuracy of +/- 6 seconds.
 AN1872
 AN1872.The orthometric height was determined by differential leveling
 AN1872.and adjusted by the National Geodetic Survey in June 1991..
 AN1872
 AN1872.The geoid height was determined by GEOID03.
 AN1872
 AN1872.The dynamic height is computed by dividing the NAVD 88
 AN1872.geopotential number by the normal gravity value computed on the
 AN1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1872.degrees latitude (g = 980.6199 gals.).
 AN1872
 AN1872.The modeled gravity was interpolated from observed gravity values.
 AN1872
 AN1872;                    North         East    Units  Estimated Accuracy
 AN1872;SPC TXSC     - 4,021,200.      791,070.      MT  (+/- 180 meters Scaled)
 AN1872
 AN1872                          SUPERSEDED SURVEY CONTROL
 AN1872
 AN1872.No superseded survey control is available for this station.
 AN1872
 AN1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR909998(NAD 83)
 AN1872_MARKER: DB = BENCH MARK DISK
 AN1872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1872_SP_SET: STAINLESS STEEL ROD
 AN1872_STAMPING: A 1258 1978
 AN1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1872
 AN1872  HISTORY     - Date     Condition        Report By
 AN1872  HISTORY     - 1978     MONUMENTED       NGS
 AN1872  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN1872
 AN1872                          STATION DESCRIPTION
 AN1872
 AN1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1872'1.0 MI SW FROM ROCKPORT.
 AN1872'1.0 MILE SOUTHWEST ALONG BUSINESS STATE HIGHWAY 35 FROM THE CITY
 AN1872'WATER TOWER AT ROCKPORT AT THE JUNCTION OF EAST CORPUS CHRISTI
 AN1872'STREET, 133 FEET NORTH OF THE CENTERLINE OF THE STREET, 78 FEET
 AN1872'NORTH-NORTHEAST OF A FIRE HYDRANT, 25 FEET EAST OF THE HIGHWAY AND
 AN1872'2 FEET SOUTH OF A POWERLINE POLE NO 1336.
 AN1872
 AN1872                          STATION RECOVERY (1991)
 AN1872
 AN1872'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AN1872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0062 ***********************************************************************
 AO0062  DESIGNATION -  A 126
 AO0062  PID         -  AO0062
 AO0062  STATE/COUNTY-  TX/LIVE OAK
 AO0062  USGS QUAD   -  GEORGE WEST (1984)
 AO0062
 AO0062                         *CURRENT SURVEY CONTROL
 AO0062  ___________________________________________________________________
 AO0062* NAD 83(1986)-  28 21 20.     (N)    098 04 21.     (W)     SCALED    
 AO0062* NAVD 88     -        42.648  (meters)     139.92   (feet)  ADJUSTED  
 AO0062  ___________________________________________________________________
 AO0062  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AO0062  DYNAMIC HT  -          42.585 (meters)     139.71  (feet)  COMP
 AO0062  MODELED GRAV-     979,161.3   (mgal)                       NAVD 88
 AO0062
 AO0062  VERT ORDER  -  SECOND    CLASS 0
 AO0062
 AO0062.The horizontal coordinates were scaled from a topographic map and have
 AO0062.an estimated accuracy of +/- 6 seconds.
 AO0062
 AO0062.The orthometric height was determined by differential leveling
 AO0062.and adjusted by the National Geodetic Survey in June 1991..
 AO0062
 AO0062.The geoid height was determined by GEOID03.
 AO0062
 AO0062.The dynamic height is computed by dividing the NAVD 88
 AO0062.geopotential number by the normal gravity value computed on the
 AO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0062.degrees latitude (g = 980.6199 gals.).
 AO0062
 AO0062.The modeled gravity was interpolated from observed gravity values.
 AO0062
 AO0062;                    North         East    Units  Estimated Accuracy
 AO0062;SPC TXSC     - 4,058,240.      690,930.      MT  (+/- 180 meters Scaled)
 AO0062
 AO0062                          SUPERSEDED SURVEY CONTROL
 AO0062
 AO0062  NGVD 29 (??/??/92)   42.630  (m)          139.86   (f) ADJ UNCH    2 0
 AO0062
 AO0062.Superseded values are not recommended for survey control.
 AO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0062.See file dsdata.txt to determine how the superseded data were derived.
 AO0062
 AO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS908369(NAD 83)
 AO0062_MARKER: DB = BENCH MARK DISK
 AO0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0062_STAMPING: A 126 1933 139.905
 AO0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0062+STABILITY: SURFACE MOTION
 AO0062
 AO0062  HISTORY     - Date     Condition        Report By
 AO0062  HISTORY     - 1933     MONUMENTED       CGS
 AO0062  HISTORY     - 1952     GOOD             USGS
 AO0062  HISTORY     - 1968     MARK NOT FOUND   USGS
 AO0062
 AO0062                          STATION DESCRIPTION
 AO0062
 AO0062'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0062'3.9 MI NE FROM GEORGE WEST.
 AO0062'3.9 MILES NORTHEAST FROM THE LIVE OAK COUNTY COURTHOUSE AT GEORGE
 AO0062'WEST, LIVE OAK COUNTY, 89 FEET WEST AND 31.5 FEET SOUTH OF A CULVERT
 AO0062'ALONG FARM ROAD 1357, AND 39 FEET NORTHWEST OF THE ROAD.  A STANDARD
 AO0062'DISK, STAMPED A 126 1933 139.905 AND SET IN THE TOP OF A CONCRETE
 AO0062'POST.
 AO0062
 AO0062                          STATION RECOVERY (1968)
 AO0062
 AO0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AO0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0100 ***********************************************************************
 AO0100  DESIGNATION -  A 127
 AO0100  PID         -  AO0100
 AO0100  STATE/COUNTY-  TX/MCMULLEN
 AO0100  USGS QUAD   -  TILDEN (1968)
 AO0100
 AO0100                         *CURRENT SURVEY CONTROL
 AO0100  ___________________________________________________________________
 AO0100* NAD 83(1986)-  28 27 22.     (N)    098 30 07.     (W)     SCALED    
 AO0100* NAVD 88     -        93.100  (meters)     305.45   (feet)  ADJUSTED  
 AO0100  ___________________________________________________________________
 AO0100  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AO0100  DYNAMIC HT  -          92.962 (meters)     304.99  (feet)  COMP
 AO0100  MODELED GRAV-     979,162.8   (mgal)                       NAVD 88
 AO0100
 AO0100  VERT ORDER  -  SECOND    CLASS 0
 AO0100
 AO0100.The horizontal coordinates were scaled from a topographic map and have
 AO0100.an estimated accuracy of +/- 6 seconds.
 AO0100
 AO0100.The orthometric height was determined by differential leveling
 AO0100.and adjusted by the National Geodetic Survey in June 1991..
 AO0100
 AO0100.The geoid height was determined by GEOID03.
 AO0100
 AO0100.The dynamic height is computed by dividing the NAVD 88
 AO0100.geopotential number by the normal gravity value computed on the
 AO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0100.degrees latitude (g = 980.6199 gals.).
 AO0100
 AO0100.The modeled gravity was interpolated from observed gravity values.
 AO0100
 AO0100;                    North         East    Units  Estimated Accuracy
 AO0100;SPC TXSC     - 4,069,130.      648,780.      MT  (+/- 180 meters Scaled)
 AO0100
 AO0100                          SUPERSEDED SURVEY CONTROL
 AO0100
 AO0100  NGVD 29 (??/??/92)   93.068  (m)          305.34   (f) ADJ UNCH    2 0
 AO0100
 AO0100.Superseded values are not recommended for survey control.
 AO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0100.See file dsdata.txt to determine how the superseded data were derived.
 AO0100
 AO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS487478(NAD 83)
 AO0100_MARKER: DB = BENCH MARK DISK
 AO0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0100_STAMPING: 305.331 A 127 1933
 AO0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0100+STABILITY: SURFACE MOTION
 AO0100
 AO0100  HISTORY     - Date     Condition        Report By
 AO0100  HISTORY     - 1933     MONUMENTED       CGS
 AO0100  HISTORY     - 1968     GOOD             USGS
 AO0100
 AO0100                          STATION DESCRIPTION
 AO0100
 AO0100'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0100'2.0 MI E FROM TILDEN.
 AO0100'TILDEN, 1.75 MILES EAST OF ALONG STATE HIGHWAY 72.  THEN 0.7 MILE
 AO0100'SOUTHEAST ON PASTURE ROAD TO OLD EAST-WEST ROAD, THEN 0.7 MILE EAST ON
 AO0100'OLD ROAD SOUTH SIDE OF OLD ROAD.  5 FEET WEST OF NORTH-SOUTH FENCE. A
 AO0100'STANDARD BRONZE TABLET IN A CONCRETE POST STAMPED 305.331 A 127 1933
 AO0100'PROJECTING 1.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0098 ***********************************************************************
 AH0098  DESIGNATION -  A 1271
 AH0098  PID         -  AH0098
 AH0098  STATE/COUNTY-  TX/SAN PATRICIO
 AH0098  USGS QUAD   -  GREGORY (1975)
 AH0098
 AH0098                         *CURRENT SURVEY CONTROL
 AH0098  ___________________________________________________________________
 AH0098* NAD 83(1986)-  27 55 28.     (N)    097 17 22.     (W)     SCALED    
 AH0098* NAVD 88     -        10.017  (meters)      32.86   (feet)  ADJUSTED  
 AH0098  ___________________________________________________________________
 AH0098  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AH0098  DYNAMIC HT  -          10.002 (meters)      32.81  (feet)  COMP
 AH0098  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 AH0098
 AH0098  VERT ORDER  -  FIRST     CLASS I
 AH0098
 AH0098.The horizontal coordinates were scaled from a topographic map and have
 AH0098.an estimated accuracy of +/- 6 seconds.
 AH0098
 AH0098.The orthometric height was determined by differential leveling
 AH0098.and adjusted by the National Geodetic Survey in June 1991..
 AH0098
 AH0098.The geoid height was determined by GEOID03.
 AH0098
 AH0098.The dynamic height is computed by dividing the NAVD 88
 AH0098.geopotential number by the normal gravity value computed on the
 AH0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0098.degrees latitude (g = 980.6199 gals.).
 AH0098
 AH0098.The modeled gravity was interpolated from observed gravity values.
 AH0098
 AH0098;                    North         East    Units  Estimated Accuracy
 AH0098;SPC TX S     - 5,250,730.      419,160.      MT  (+/- 180 meters Scaled)
 AH0098
 AH0098                          SUPERSEDED SURVEY CONTROL
 AH0098
 AH0098  NGVD 29 (??/??/92)   10.185  (m)           33.42   (f) ADJ UNCH    1 1
 AH0098
 AH0098.Superseded values are not recommended for survey control.
 AH0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0098.See file dsdata.txt to determine how the superseded data were derived.
 AH0098
 AH0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR683900(NAD 83)
 AH0098_MARKER: DB = BENCH MARK DISK
 AH0098_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0098_SP_SET: STAINLESS STEEL ROD
 AH0098_STAMPING: A 1271 1978
 AH0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0098
 AH0098  HISTORY     - Date     Condition        Report By
 AH0098  HISTORY     - 1978     MONUMENTED       NGS
 AH0098  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AH0098  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0098
 AH0098                          STATION DESCRIPTION
 AH0098
 AH0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0098'IN GREGORY.
 AH0098'AT GREGORY, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF FOURTH
 AH0098'STREET AND GREGORY AVENUE, 110 FEET SOUTH OF THE SOUTHEAST CORNER OF
 AH0098'THE POST OFFICE, 22 FEET NORTHEAST OF THE CENTERLINE OF FOURTH
 AH0098'STREET, 25 FEET NORTHEAST OF THE CENTERLINE OF GREGORY AVENUE AND 1
 AH0098'FOOT EAST OF A UTILITY POLE.
 AH0098
 AH0098                          STATION RECOVERY (1991)
 AH0098
 AH0098'RECOVERY NOTE BY US POWER SQUADRON 1991 (RM)
 AH0098'MARK NOT FOUND.
 AH0098
 AH0098                          STATION RECOVERY (1995)
 AH0098
 AH0098'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1871 ***********************************************************************
 AN1871  DESIGNATION -  A 1272
 AN1871  PID         -  AN1871
 AN1871  STATE/COUNTY-  TX/SAN PATRICIO
 AN1871  USGS QUAD   -  SINTON WEST (1979)
 AN1871
 AN1871                         *CURRENT SURVEY CONTROL
 AN1871  ___________________________________________________________________
 AN1871* NAD 83(1986)-  28 00 07.     (N)    097 32 19.     (W)     SCALED    
 AN1871* NAVD 88     -        16.126  (meters)      52.91   (feet)  ADJUSTED  
 AN1871  ___________________________________________________________________
 AN1871  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN1871  DYNAMIC HT  -          16.102 (meters)      52.83  (feet)  COMP
 AN1871  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 AN1871
 AN1871  VERT ORDER  -  FIRST     CLASS I
 AN1871
 AN1871.The horizontal coordinates were scaled from a topographic map and have
 AN1871.an estimated accuracy of +/- 6 seconds.
 AN1871
 AN1871.The orthometric height was determined by differential leveling
 AN1871.and adjusted by the National Geodetic Survey in June 1991..
 AN1871
 AN1871.The geoid height was determined by GEOID03.
 AN1871
 AN1871.The dynamic height is computed by dividing the NAVD 88
 AN1871.geopotential number by the normal gravity value computed on the
 AN1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1871.degrees latitude (g = 980.6199 gals.).
 AN1871
 AN1871.The modeled gravity was interpolated from observed gravity values.
 AN1871
 AN1871;                    North         East    Units  Estimated Accuracy
 AN1871;SPC TX S     - 5,259,100.      394,570.      MT  (+/- 180 meters Scaled)
 AN1871
 AN1871                          SUPERSEDED SURVEY CONTROL
 AN1871
 AN1871  NGVD 29 (??/??/92)   16.302  (m)           53.48   (f) ADJ UNCH    1 1
 AN1871
 AN1871.Superseded values are not recommended for survey control.
 AN1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1871.See file dsdata.txt to determine how the superseded data were derived.
 AN1871
 AN1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR436982(NAD 83)
 AN1871_MARKER: DB = BENCH MARK DISK
 AN1871_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1871_SP_SET: STAINLESS STEEL ROD
 AN1871_STAMPING: A 1272 1978
 AN1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1871
 AN1871  HISTORY     - Date     Condition        Report By
 AN1871  HISTORY     - 1978     MONUMENTED       NGS
 AN1871  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1871
 AN1871                          STATION DESCRIPTION
 AN1871
 AN1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1871'3.1 MI SW FROM SINTON.
 AN1871'3.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN1871'JUNCTION OF U. S. HIGHWAY 181 AT SINTON, 3 FEET NORTHEAST OF MILE
 AN1871'POLE 159, 60 FEET SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANE
 AN1871'OF U. S. HIGHWAY 77 AND 39 FEET NORTHWEST OF THE NORTHWEST RAIL.
 AN1871
 AN1871                          STATION RECOVERY (1995)
 AN1871
 AN1871'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0057 ***********************************************************************
 AM0057  DESIGNATION -  A 1273
 AM0057  PID         -  AM0057
 AM0057  STATE/COUNTY-  TX/BRAZORIA
 AM0057  USGS QUAD   -  FREEPORT (1974)
 AM0057
 AM0057                         *CURRENT SURVEY CONTROL
 AM0057  ___________________________________________________________________
 AM0057* NAD 83(1986)-  28 57 26.     (N)    095 22 14.     (W)     SCALED    
 AM0057* NAVD 88     -         1.26   (+/-2cm)       4.1    (feet)  VERTCON   
 AM0057  ___________________________________________________________________
 AM0057  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AM0057
 AM0057  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0057
 AM0057.The horizontal coordinates were scaled from a topographic map and have
 AM0057.an estimated accuracy of +/- 6 seconds.
 AM0057
 AM0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0057.The vertical order pertains to the NGVD 29 superseded value.
 AM0057
 AM0057.The geoid height was determined by GEOID03.
 AM0057
 AM0057;                    North         East    Units  Estimated Accuracy
 AM0057;SPC TXSC     - 4,130,050.      953,700.      MT  (+/- 180 meters Scaled)
 AM0057
 AM0057                          SUPERSEDED SURVEY CONTROL
 AM0057
 AM0057  NGVD 29 (??/??/92)    1.283  (m)            4.21   (f) ADJ UNCH    1 1
 AM0057
 AM0057.Superseded values are not recommended for survey control.
 AM0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0057.See file dsdata.txt to determine how the superseded data were derived.
 AM0057
 AM0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN689055(NAD 83)
 AM0057_MARKER: DB = BENCH MARK DISK
 AM0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0057_SP_SET: MULTI-BOX CULVERT
 AM0057_STAMPING: A 1273 1978
 AM0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0057
 AM0057  HISTORY     - Date     Condition        Report By
 AM0057  HISTORY     - 1978     MONUMENTED       NGS
 AM0057  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AM0057  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0057  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0057
 AM0057                          STATION DESCRIPTION
 AM0057
 AM0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0057'IN FREEPORT.
 AM0057'0.7 MILE WEST ALONG HIGHWAY 36 FROM THE VELASCO AVENUE BRIDGE IN
 AM0057'FREEPORT, AT THE BRAZOSPORT HIGH SCHOOL,SET IN THE CENTER OF A
 AM0057'V-SHAPED MULTI-BOX CULVERT, 46 FEET EAST-SOUTHEAST OF THE HIGH
 AM0057'SCHOOL SIGN, 19 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE
 AM0057'OF HIGHWAY 36, 19 FEET WEST OF THE EAST END OF THE HEADWALL AND
 AM0057'14.5 FEET SOUTH OF THE NORTH END OF THE HEADWALL.
 AM0057
 AM0057                          STATION RECOVERY (1990)
 AM0057
 AM0057'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AM0057'MARK NOT FOUND.
 AM0057
 AM0057                          STATION RECOVERY (1998)
 AM0057
 AM0057'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0057'MARK NOT FOUND.
 AM0057
 AM0057                          STATION RECOVERY (2004)
 AM0057
 AM0057'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0016 ***********************************************************************
 AW0016  DESIGNATION -  A 1274
 AW0016  PID         -  AW0016
 AW0016  STATE/COUNTY-  TX/BRAZORIA
 AW0016  USGS QUAD   -  DANBURY (1974)
 AW0016
 AW0016                         *CURRENT SURVEY CONTROL
 AW0016  ___________________________________________________________________
 AW0016* NAD 83(1986)-  29 09 05.     (N)    095 15 27.     (W)     SCALED    
 AW0016* NAVD 88     -         1.91   (+/-2cm)       6.3    (feet)  VERTCON   
 AW0016  ___________________________________________________________________
 AW0016  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW0016
 AW0016  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0016
 AW0016.The horizontal coordinates were scaled from a topographic map and have
 AW0016.an estimated accuracy of +/- 6 seconds.
 AW0016
 AW0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0016.The vertical order pertains to the NGVD 29 superseded value.
 AW0016
 AW0016.The geoid height was determined by GEOID03.
 AW0016
 AW0016;                    North         East    Units  Estimated Accuracy
 AW0016;SPC TXSC     - 4,151,900.      964,020.      MT  (+/- 180 meters Scaled)
 AW0016
 AW0016                          SUPERSEDED SURVEY CONTROL
 AW0016
 AW0016  NGVD 29 (??/??/92)    1.914  (m)            6.28   (f) ADJ UNCH    1 1
 AW0016
 AW0016.Superseded values are not recommended for survey control.
 AW0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0016.See file dsdata.txt to determine how the superseded data were derived.
 AW0016
 AW0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN804268(NAD 83)
 AW0016_MARKER: DB = BENCH MARK DISK
 AW0016_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0016_SP_SET: STAINLESS STEEL ROD
 AW0016_STAMPING: A 1274 1978
 AW0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0016+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0016
 AW0016  HISTORY     - Date     Condition        Report By
 AW0016  HISTORY     - 1978     MONUMENTED       NGS
 AW0016  HISTORY     - 19910216 GOOD             USPSQD
 AW0016  HISTORY     - 20040319 GOOD             USPSQD
 AW0016
 AW0016                          STATION DESCRIPTION
 AW0016
 AW0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0016'11.6 MI SE FROM LIVERPOOL.
 AW0016'11.6 MILES SOUTHEAST ALONG PAVED ROAD,TURNING TO SHELL ROAD,FROM
 AW0016'THE POST OFFICE IN LIVERPOOL, 1.65 MILES SOUTH OF THE JUNCTION OF FARM
 AW0016'TO MARKET ROAD 2004, AT A FIELD ENTRANCE ROAD, 46.5 FEET NORTHWEST OF
 AW0016'THE CENTER OF THE ROAD, 12.5 FEET SOUTHWEST OF THE CENTER OF THE FIELD
 AW0016'ROAD, 1 FOOT SOUTHEAST OF A WIRE FENCE.
 AW0016
 AW0016                          STATION RECOVERY (1991)
 AW0016
 AW0016'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW0016'RECOVERED IN GOOD CONDITION.
 AW0016
 AW0016                          STATION RECOVERY (2004)
 AW0016
 AW0016'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1950 ***********************************************************************
 AW1950  DESIGNATION -  A 1276
 AW1950  PID         -  AW1950
 AW1950  STATE/COUNTY-  TX/HARRIS
 AW1950  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1950
 AW1950                         *CURRENT SURVEY CONTROL
 AW1950  ___________________________________________________________________
 AW1950* NAD 83(1986)-  29 35 56.     (N)    095 10 31.     (W)     SCALED    
 AW1950* NAVD 88     -         9.420  (meters)      30.91   (feet)  ADJUSTED  
 AW1950  ___________________________________________________________________
 AW1950  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW1950  DYNAMIC HT  -           9.407 (meters)      30.86  (feet)  COMP
 AW1950  MODELED GRAV-     979,274.6   (mgal)                       NAVD 88
 AW1950
 AW1950  VERT ORDER  -  FIRST     CLASS II
 AW1950
 AW1950.The horizontal coordinates were scaled from a topographic map and have
 AW1950.an estimated accuracy of +/- 6 seconds.
 AW1950
 AW1950.The orthometric height was determined by differential leveling
 AW1950.and adjusted by the National Geodetic Survey in June 1991..
 AW1950
 AW1950.The geoid height was determined by GEOID03.
 AW1950
 AW1950.The dynamic height is computed by dividing the NAVD 88
 AW1950.geopotential number by the normal gravity value computed on the
 AW1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1950.degrees latitude (g = 980.6199 gals.).
 AW1950
 AW1950.The modeled gravity was interpolated from observed gravity values.
 AW1950
 AW1950;                    North         East    Units  Estimated Accuracy
 AW1950;SPC TXSC     - 4,201,730.      970,400.      MT  (+/- 180 meters Scaled)
 AW1950
 AW1950                          SUPERSEDED SURVEY CONTROL
 AW1950
 AW1950  NGVD 29 (12/23/87)    9.416  (m)           30.89   (f) ADJUSTED    1 2
 AW1950
 AW1950.Superseded values are not recommended for survey control.
 AW1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1950.See file dsdata.txt to determine how the superseded data were derived.
 AW1950
 AW1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN893763(NAD 83)
 AW1950_MARKER: I = METAL ROD
 AW1950_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1950_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1950_STAMPING: A 1276 1978
 AW1950_MARK LOGO: NGS   
 AW1950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1950+STABILITY: POSITION/ELEVATION WELL
 AW1950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1950+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AW1950
 AW1950  HISTORY     - Date     Condition        Report By
 AW1950  HISTORY     - 1978     MONUMENTED       NGS
 AW1950  HISTORY     - 1981     GOOD             NGS
 AW1950  HISTORY     - 1985     GOOD             USPSQD
 AW1950  HISTORY     - 1986     GOOD             NGS
 AW1950  HISTORY     - 1987     GOOD             USPSQD
 AW1950  HISTORY     - 1987     GOOD             USPSQD
 AW1950  HISTORY     - 1987     GOOD             USPSQD
 AW1950  HISTORY     - 1987     GOOD             USPSQD
 AW1950  HISTORY     - 1987     GOOD             USPSQD
 AW1950  HISTORY     - 1987     GOOD             USPSQD
 AW1950  HISTORY     - 1987     GOOD             USPSQD
 AW1950  HISTORY     - 1987     GOOD             USPSQD
 AW1950  HISTORY     - 1987     GOOD             USPSQD
 AW1950  HISTORY     - 1987     GOOD             USPSQD
 AW1950  HISTORY     - 1987     GOOD             USPSQD
 AW1950  HISTORY     - 19870405 GOOD             USPSQD
 AW1950  HISTORY     - 19870412 GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1988     GOOD             USPSQD
 AW1950  HISTORY     - 1989     GOOD             USPSQD
 AW1950  HISTORY     - 1989     GOOD             USPSQD
 AW1950  HISTORY     - 1989     GOOD             USPSQD
 AW1950  HISTORY     - 1989     GOOD             USPSQD
 AW1950  HISTORY     - 1989     GOOD             USPSQD
 AW1950  HISTORY     - 1989     GOOD             USPSQD
 AW1950  HISTORY     - 1989     GOOD             USPSQD
 AW1950  HISTORY     - 1989     GOOD             USPSQD
 AW1950  HISTORY     - 1989     GOOD             USPSQD
 AW1950  HISTORY     - 1989     GOOD             USPSQD
 AW1950  HISTORY     - 1989     GOOD             USPSQD
 AW1950  HISTORY     - 1990     GOOD             USPSQD
 AW1950  HISTORY     - 1990     GOOD             USPSQD
 AW1950  HISTORY     - 19940219 GOOD             USPSQD
 AW1950  HISTORY     - 20010331 GOOD             NGS
 AW1950  HISTORY     - 20030820 GOOD             USPSQD
 AW1950  HISTORY     - 20030913 GOOD             USPSQD
 AW1950  HISTORY     - 20050620 GOOD             NASA
 AW1950  HISTORY     - 20050828 GOOD             USPSQD
 AW1950
 AW1950                          STATION DESCRIPTION
 AW1950
 AW1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1950'5.3 MI NW FROM WEBSTER.
 AW1950'ABOUT 5.3 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1950'NASA 1 HIGHWAY IN WEBSTER, 0.15 MILE SOUTHEAST OF V 639, 820 FEET
 AW1950'SOUTHEAST OF THE SOUTH EDGE OF THE PAVEMENT OF THE EAST BOUND LANE
 AW1950'OF THE MAIN GATE OF ELLINGTON AIR FORCE BASE, 85 FEET NORTHEAST OF
 AW1950'THE CENTERLINE OF THE HIGHWAY, 72 FEET SOUTHEAST OF A TELEPHONE POLE,
 AW1950'60 FEET NORTH OF CABLE POLE NUMBER 901 WITH AN UNDERGROUND CABLE
 AW1950'SIGN, 35 FEET SOUTHEAST OF A RAILROAD CONTROL BOX, AND 10 FEET SOUTH-
 AW1950'WEST OF THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON AND HENDERSON
 AW1950'RAILROAD.  THE SLEEVE IS 30 FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1950
 AW1950                          STATION RECOVERY (1981)
 AW1950
 AW1950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1985)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1986)
 AW1950
 AW1950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1950'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE MARK IS
 AW1950'NOW 4-INCHES BELOW THE GROUND SURFACE.
 AW1950
 AW1950                          STATION RECOVERY (1987)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1987)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1987)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1987)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1987)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1987 (CLS)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1987)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1987)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1987)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1987)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1987 (GB)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1987)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1987)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1987)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1987)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1988)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1989)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1989)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1989)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1989)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1989)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1989)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1989)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1989)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1989)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1989)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1989)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1990)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1990)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (1994)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1950'RECOVERED IN GOOD CONDITION.
 AW1950
 AW1950                          STATION RECOVERY (2001)
 AW1950
 AW1950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1950'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1950
 AW1950                          STATION RECOVERY (2003)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1950'THIS MARK IS 12 INCHES BELOW GRADE.
 AW1950
 AW1950                          STATION RECOVERY (2003)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1950'TO BE CHANGED
 AW1950'MARK IS 9 INCHES BELOW GRADE.
 AW1950
 AW1950                          STATION RECOVERY (2005)
 AW1950
 AW1950'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW1950'GENERAL RECOVERY NOTES ADEQUATE EXCEPT FOR LOCAL FEATURES. MARK IS 12
 AW1950'FEET NORTH OF A YELLOW, BLACK, AND RED PETROLEUM PIPELINE MARKER POST,
 AW1950'36 FEET EAST OF A BLACK, WHITE, YELLOW AND BLUE GAS PIPELINE MARKER
 AW1950'POST, APPROX. 52 FEET NNW OF A BILLBOARD, AND APPROX. 140 FEET SE OF A
 AW1950'RAILROAD MARKER SIGN MARKED '15'. ACCESS COVER IS APPROXIMATELY 8
 AW1950'INCHES BELOW GRADE.
 AW1950
 AW1950                          STATION RECOVERY (2005)
 AW1950
 AW1950'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1950'FOUND THE MARK AS DESCRIBED.  ADDED WHITE PAINT TO THE RAILROAD TRACK
 AW1950'ON THE WEST SIDE. THE MARK IS 9 FOOT 6 INCHES PERPREDINCULAR TO THE
 AW1950'TRACK IN A SOUTHWEST DIRECTION.IT IS 8 INCHES BELOW THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0940 ***********************************************************************
 AW0940  DESIGNATION -  A 1277
 AW0940  PID         -  AW0940
 AW0940  STATE/COUNTY-  TX/HARRIS
 AW0940  USGS QUAD   -  HIGHLANDS (1995)
 AW0940
 AW0940                         *CURRENT SURVEY CONTROL
 AW0940  ___________________________________________________________________
 AW0940* NAD 83(1986)-  29 46 45.     (N)    095 03 49.     (W)     SCALED    
 AW0940* NAVD 88     -         3.477  (meters)      11.41   (feet)  ADJUSTED  
 AW0940  ___________________________________________________________________
 AW0940  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW0940  DYNAMIC HT  -           3.472 (meters)      11.39  (feet)  COMP
 AW0940  MODELED GRAV-     979,289.3   (mgal)                       NAVD 88
 AW0940
 AW0940  VERT ORDER  -  FIRST     CLASS II
 AW0940
 AW0940.The horizontal coordinates were scaled from a topographic map and have
 AW0940.an estimated accuracy of +/- 6 seconds.
 AW0940
 AW0940.The orthometric height was determined by differential leveling
 AW0940.and adjusted by the National Geodetic Survey in June 1991..
 AW0940
 AW0940.The geoid height was determined by GEOID03.
 AW0940
 AW0940.The dynamic height is computed by dividing the NAVD 88
 AW0940.geopotential number by the normal gravity value computed on the
 AW0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0940.degrees latitude (g = 980.6199 gals.).
 AW0940
 AW0940.The modeled gravity was interpolated from observed gravity values.
 AW0940
 AW0940;                    North         East    Units  Estimated Accuracy
 AW0940;SPC TXSC     - 4,222,060.      980,530.      MT  (+/- 180 meters Scaled)
 AW0940
 AW0940                          SUPERSEDED SURVEY CONTROL
 AW0940
 AW0940  NGVD 29 (12/23/87)    3.475  (m)           11.40   (f) ADJUSTED    1 2
 AW0940
 AW0940.Superseded values are not recommended for survey control.
 AW0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0940.See file dsdata.txt to determine how the superseded data were derived.
 AW0940
 AW0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN005961(NAD 83)
 AW0940_MARKER: DB = BENCH MARK DISK
 AW0940_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0940_SP_SET: STAINLESS STEEL ROD
 AW0940_STAMPING: A 1277 1978
 AW0940_MARK LOGO: NGS   
 AW0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0940+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0940
 AW0940  HISTORY     - Date     Condition        Report By
 AW0940  HISTORY     - 1978     MONUMENTED       NGS
 AW0940  HISTORY     - 1986     GOOD             NGS
 AW0940  HISTORY     - 1987     GOOD             USPSQD
 AW0940  HISTORY     - 1989     GOOD             USPSQD
 AW0940  HISTORY     - 19940818 GOOD             USPSQD
 AW0940  HISTORY     - 20040317 GOOD             USPSQD
 AW0940
 AW0940                          STATION DESCRIPTION
 AW0940
 AW0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0940'1.5 MI NE FROM LYNCHBURG.
 AW0940'ABOUT 1.5 MILES NORTHEAST ALONG CROSBY-LYNCHBURG ROAD FROM THE NORTH
 AW0940'FERRY LANDING IN LYNCHBURG, ALSO 0.15 MILE SOUTHWEST OF LAKEVIEW
 AW0940'DRIVE LEADING EAST.  38.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 AW0940'81 FEET WEST AND ACROSS THE ROAD FROM A POWER POLE, AND 1 FOOT EAST
 AW0940'OF A FENCE.
 AW0940
 AW0940                          STATION RECOVERY (1986)
 AW0940
 AW0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0940'RECOVERED IN GOOD CONDITION.
 AW0940
 AW0940                          STATION RECOVERY (1987)
 AW0940
 AW0940'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0940'RECOVERED IN GOOD CONDITION.
 AW0940
 AW0940                          STATION RECOVERY (1989)
 AW0940
 AW0940'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0940'RECOVERED IN GOOD CONDITION.
 AW0940
 AW0940                          STATION RECOVERY (1994)
 AW0940
 AW0940'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0940'RECOVERED IN GOOD CONDITION.
 AW0940
 AW0940                          STATION RECOVERY (2004)
 AW0940
 AW0940'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2029 ***********************************************************************
 AW2029  DESIGNATION -  A 1278
 AW2029  PID         -  AW2029
 AW2029  STATE/COUNTY-  TX/BRAZORIA
 AW2029  USGS QUAD   -  JULIFF (1974)
 AW2029
 AW2029                         *CURRENT SURVEY CONTROL
 AW2029  ___________________________________________________________________
 AW2029* NAD 83(1986)-  29 29 25.     (N)    095 26 05.     (W)     SCALED    
 AW2029* NAVD 88     -        17.246  (meters)      56.58   (feet)  ADJUSTED  
 AW2029  ___________________________________________________________________
 AW2029  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW2029  DYNAMIC HT  -          17.222 (meters)      56.50  (feet)  COMP
 AW2029  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 AW2029
 AW2029  VERT ORDER  -  FIRST     CLASS II
 AW2029
 AW2029.The horizontal coordinates were scaled from a topographic map and have
 AW2029.an estimated accuracy of +/- 6 seconds.
 AW2029
 AW2029.The orthometric height was determined by differential leveling
 AW2029.and adjusted by the National Geodetic Survey in June 1991..
 AW2029
 AW2029.The geoid height was determined by GEOID03.
 AW2029
 AW2029.The dynamic height is computed by dividing the NAVD 88
 AW2029.geopotential number by the normal gravity value computed on the
 AW2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2029.degrees latitude (g = 980.6199 gals.).
 AW2029
 AW2029.The modeled gravity was interpolated from observed gravity values.
 AW2029
 AW2029;                    North         East    Units  Estimated Accuracy
 AW2029;SPC TXSC     - 4,188,900.      945,650.      MT  (+/- 180 meters Scaled)
 AW2029
 AW2029                          SUPERSEDED SURVEY CONTROL
 AW2029
 AW2029  NGVD 29 (12/23/87)   17.242  (m)           56.57   (f) ADJUSTED    1 2
 AW2029
 AW2029.Superseded values are not recommended for survey control.
 AW2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2029.See file dsdata.txt to determine how the superseded data were derived.
 AW2029
 AW2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN639647(NAD 83)
 AW2029_MARKER: DB = BENCH MARK DISK
 AW2029_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2029_SP_SET: STAINLESS STEEL ROD
 AW2029_STAMPING: A 1278 1978
 AW2029_MARK LOGO: NGS   
 AW2029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2029
 AW2029  HISTORY     - Date     Condition        Report By
 AW2029  HISTORY     - 1978     MONUMENTED       NGS
 AW2029  HISTORY     - 1987     GOOD             NGS
 AW2029  HISTORY     - 1990     GOOD             USPSQD
 AW2029
 AW2029                          STATION DESCRIPTION
 AW2029
 AW2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2029'5.0 MI WEST FROM MANVEL.
 AW2029'ABOUT 5.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 AW2029'RAILROAD FROM THE MASTERS STREET CROSSING IN MANVEL, 69 FEET NORTHWEST
 AW2029'AND ACROSS THE TRACKS FROM MILE POST 41, 42.5 FEET SOUTH OF THE SOUTH
 AW2029'RAIL, 27 FEET NORTH OF THE CENTERLINE OF A SHELL ROAD, AND 1 FOOT
 AW2029'SOUTHEAST OF A TELEPHONE POLE.
 AW2029
 AW2029                          STATION RECOVERY (1987)
 AW2029
 AW2029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2029'RECOVERED IN GOOD CONDITION.
 AW2029
 AW2029                          STATION RECOVERY (1990)
 AW2029
 AW2029'RECOVERY NOTE BY US POWER SQUADRON 1990 (TBO)
 AW2029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2375 ***********************************************************************
 AW2375  DESIGNATION -  A 1279
 AW2375  PID         -  AW2375
 AW2375  STATE/COUNTY-  TX/FORT BEND
 AW2375  USGS QUAD   -  SUGAR LAND (1995)
 AW2375
 AW2375                         *CURRENT SURVEY CONTROL
 AW2375  ___________________________________________________________________
 AW2375* NAD 83(1986)-  29 36 06.     (N)    095 37 52.     (W)     SCALED    
 AW2375* NAVD 88     -        22.05   (+/-2cm)      72.3    (feet)  VERTCON   
 AW2375  ___________________________________________________________________
 AW2375  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW2375
 AW2375  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2375
 AW2375.The horizontal coordinates were scaled from a topographic map and have
 AW2375.an estimated accuracy of +/- 6 seconds.
 AW2375
 AW2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2375.The vertical order pertains to the NGVD 29 superseded value.
 AW2375
 AW2375.The geoid height was determined by GEOID03.
 AW2375
 AW2375;                    North         East    Units  Estimated Accuracy
 AW2375;SPC TXSC     - 4,200,680.      926,260.      MT  (+/- 180 meters Scaled)
 AW2375
 AW2375                          SUPERSEDED SURVEY CONTROL
 AW2375
 AW2375  NGVD 29 (??/??/92)   22.045  (m)           72.33   (f) ADJ UNCH    1 2
 AW2375
 AW2375.Superseded values are not recommended for survey control.
 AW2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2375.See file dsdata.txt to determine how the superseded data were derived.
 AW2375
 AW2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN451775(NAD 83)
 AW2375_MARKER: DB = BENCH MARK DISK
 AW2375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2375_SP_SET: STAINLESS STEEL ROD
 AW2375_STAMPING: A 1279 1978
 AW2375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2375
 AW2375  HISTORY     - Date     Condition        Report By
 AW2375  HISTORY     - 1978     MONUMENTED       NGS
 AW2375  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2375  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2375
 AW2375                          STATION DESCRIPTION
 AW2375
 AW2375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2375'1.4 MI SE FROM SUGAR LAND.
 AW2375'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUCNTION
 AW2375'OF U.S. HIGHWAY 90 ALTERNATE IN SUGAR LAND, AND THENCE 0.2 MILE SOUTHE
 AW2375'ALONG STATE HIGHWAY 6, TO THE JUNCTION WITH BELTZ ROAD RUNNING
 AW2375'SOUTHWEST, 42 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 36
 AW2375'FEET NORTH OF A POWER POLE, 18 FEET SOUTHEAST OF THE EXTENDED
 AW2375'CENTERLINE OF BELTZ ROAD, AND 2.5 FEET SOUTH OF A POWER POLE.
 AW2375
 AW2375                          STATION RECOVERY (1986)
 AW2375
 AW2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2375'NOT RECOVERED.
 AW2375
 AW2375                          STATION RECOVERY (1993)
 AW2375
 AW2375'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2150 ***********************************************************************
 AW2150  DESIGNATION -  A 1280
 AW2150  PID         -  AW2150
 AW2150  STATE/COUNTY-  TX/FORT BEND
 AW2150  USGS QUAD   -  CLODINE (1995)
 AW2150
 AW2150                         *CURRENT SURVEY CONTROL
 AW2150  ___________________________________________________________________
 AW2150* NAD 83(1986)-  29 42 11.     (N)    095 44 49.     (W)     SCALED    
 AW2150* NAVD 88     -        30.050  (meters)      98.59   (feet)  ADJUSTED  
 AW2150  ___________________________________________________________________
 AW2150  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW2150  DYNAMIC HT  -          30.009 (meters)      98.45  (feet)  COMP
 AW2150  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 AW2150
 AW2150  VERT ORDER  -  FIRST     CLASS II
 AW2150
 AW2150.The horizontal coordinates were scaled from a topographic map and have
 AW2150.an estimated accuracy of +/- 6 seconds.
 AW2150
 AW2150.The orthometric height was determined by differential leveling
 AW2150.and adjusted by the National Geodetic Survey in June 1991..
 AW2150
 AW2150.The geoid height was determined by GEOID03.
 AW2150
 AW2150.The dynamic height is computed by dividing the NAVD 88
 AW2150.geopotential number by the normal gravity value computed on the
 AW2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2150.degrees latitude (g = 980.6199 gals.).
 AW2150
 AW2150.The modeled gravity was interpolated from observed gravity values.
 AW2150
 AW2150;                    North         East    Units  Estimated Accuracy
 AW2150;SPC TXSC     - 4,211,590.      914,730.      MT  (+/- 180 meters Scaled)
 AW2150
 AW2150                          SUPERSEDED SURVEY CONTROL
 AW2150
 AW2150  NGVD 29 (12/23/87)   30.044  (m)           98.57   (f) ADJUSTED    1 2
 AW2150
 AW2150.Superseded values are not recommended for survey control.
 AW2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2150.See file dsdata.txt to determine how the superseded data were derived.
 AW2150
 AW2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN342890(NAD 83)
 AW2150_MARKER: DB = BENCH MARK DISK
 AW2150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2150_SP_SET: STAINLESS STEEL ROD
 AW2150_STAMPING: A 1280 1978
 AW2150_MARK LOGO: NGS   
 AW2150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2150
 AW2150  HISTORY     - Date     Condition        Report By
 AW2150  HISTORY     - 1978     MONUMENTED       NGS
 AW2150  HISTORY     - 1986     GOOD             NGS
 AW2150  HISTORY     - 1987     GOOD             USPSQD
 AW2150  HISTORY     - 19901208 GOOD             USPSQD
 AW2150  HISTORY     - 19940625 GOOD             USPSQD
 AW2150  HISTORY     - 19951010 GOOD             USPSQD
 AW2150  HISTORY     - 19981121 GOOD             USPSQD
 AW2150  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2150
 AW2150                          STATION DESCRIPTION
 AW2150
 AW2150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2150'3.5 MI WEST FROM CLODINE.
 AW2150'ABOUT 0.2 MILE WEST ALONG ALIEF ROAD FROM THE JUNCTION OF FARM ROAD
 AW2150'1464 IN CLODINE, AND THENCE 3.3 MILES WEST ALONG FARM ROAD 1093, 100
 AW2150'FEET WEST OF A POWER POLE, 58.5 FEET NORTH OF THE CENTERLINE OF THE
 AW2150'ROAD, 12.5 FEET EAST OF THE CENTERLINE OF A FIELD ROAD AND GATE
 AW2150'LEADING NORTH AND WEST TO A TELEPHONE TOWER, 1 FOOT SOUTH OF A FENCE,
 AW2150'AND 48 FEET WEST OF A FENCE CORNER.
 AW2150
 AW2150                          STATION RECOVERY (1986)
 AW2150
 AW2150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2150'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2150'0.3 METER (1.0 FT) WEST OF A WITNESS POST.
 AW2150
 AW2150                          STATION RECOVERY (1987)
 AW2150
 AW2150'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW2150'RECOVERED IN GOOD CONDITION.
 AW2150
 AW2150                          STATION RECOVERY (1990)
 AW2150
 AW2150'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW2150'RECOVERED IN GOOD CONDITION.
 AW2150
 AW2150                          STATION RECOVERY (1994)
 AW2150
 AW2150'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2150'RECOVERED IN GOOD CONDITION.
 AW2150
 AW2150                          STATION RECOVERY (1995)
 AW2150
 AW2150'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2150'RECOVERED IN GOOD CONDITION.
 AW2150
 AW2150                          STATION RECOVERY (1998)
 AW2150
 AW2150'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2150'RECOVERED IN GOOD CONDITION.
 AW2150
 AW2150                          STATION RECOVERY (2004)
 AW2150
 AW2150'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1869 ***********************************************************************
 BL1869  HT_MOD      -  This is a Height Modernization Survey Station.
 BL1869  DESIGNATION -  A 1281
 BL1869  PID         -  BL1869
 BL1869  STATE/COUNTY-  TX/MONTGOMERY
 BL1869  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1869
 BL1869                         *CURRENT SURVEY CONTROL
 BL1869  ___________________________________________________________________
 BL1869* NAD 83(1993)-  30 11 49.36422(N)    095 45 10.68941(W)     ADJUSTED  
 BL1869* NAVD 88     -        70.64   (meters)     231.8    (feet)  GPS OBS   
 BL1869  ___________________________________________________________________
 BL1869  X           -    -553,056.064 (meters)                     COMP
 BL1869  Y           -  -5,489,550.695 (meters)                     COMP
 BL1869  Z           -   3,189,293.472 (meters)                     COMP
 BL1869  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BL1869  ELLIP HEIGHT-          43.12  (meters)          (12/03/01) GPS OBS
 BL1869  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL1869
 BL1869  HORZ ORDER  -  FIRST
 BL1869  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1869  ELLP ORDER  -  FOURTH    CLASS II
 BL1869
 BL1869.The horizontal coordinates were established by GPS observations
 BL1869.and adjusted by the National Geodetic Survey in December 2001..
 BL1869
 BL1869.The orthometric height was determined by GPS observations and a
 BL1869.high-resolution geoid model using precise GPS observation and
 BL1869.processing techniques.
 BL1869.The vertical order pertains to the NGVD 29 superseded value.
 BL1869
 BL1869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL1869
 BL1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1869
 BL1869.The ellipsoidal height was determined by GPS observations
 BL1869.and is referenced to NAD 83.
 BL1869
 BL1869.The geoid height was determined by GEOID03.
 BL1869
 BL1869;                    North         East     Units Scale Factor Converg.
 BL1869;SPC TX C     - 3,067,875.607 1,140,932.935   MT  0.99997951   +2 21 33.0
 BL1869;SPC TX C     -10,065,188.55  3,743,210.80   sFT  0.99997951   +2 21 33.0
 BL1869;UTM  15      - 3,343,824.141   234,957.854   MT  1.00046675   -1 23 07.7
 BL1869
 BL1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1869!SPC TX C     -   0.99999323  x   0.99997951  =   0.99997274
 BL1869!UTM  15      -   0.99999323  x   1.00046675  =   1.00045998
 BL1869
 BL1869                          SUPERSEDED SURVEY CONTROL
 BL1869
 BL1869  NGVD 29 (04/06/79)   70.766  (m)          232.17   (f) ADJUSTED    1 2
 BL1869
 BL1869.Superseded values are not recommended for survey control.
 BL1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1869.See file dsdata.txt to determine how the superseded data were derived.
 BL1869
 BL1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3495843824(NAD 83)
 BL1869_MARKER: DB = BENCH MARK DISK
 BL1869_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1869_SP_SET: STAINLESS STEEL ROD
 BL1869_STAMPING: A 1281 1978
 BL1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1869+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 BL1869
 BL1869  HISTORY     - Date     Condition        Report By
 BL1869  HISTORY     - 1978     MONUMENTED       NGS
 BL1869  HISTORY     - 20040802 GOOD             DEWDAV
 BL1869  HISTORY     - 20040805 GOOD             DEWDAV
 BL1869  HISTORY     - 20050827 GOOD             GEOCAC
 BL1869
 BL1869                          STATION DESCRIPTION
 BL1869
 BL1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1869'1.0 MI SOUTH FROM MAGNOLIA.
 BL1869'0.1 MILE SOUTHWEST ALONG FIFTH STREET FROM THE CROSSING OF MAGNOLIA
 BL1869'CONROE ROAD AND THE MISSOURI PACIFIC RAILROAD IN MAGNOLIA, THENCE
 BL1869'0.15 MILE SOUTHEAST ALONG COMMERCE STREET, AND THENCE 0.75 MILE
 BL1869'SOUTH ALONG NICHOLS SAW MILL ROAD.  SET AT THE SECOND POLE SOUTH OF
 BL1869'A LINE CROSSING THE ROAD, 322.5 FEET NORTH OF A PRIVATE DRIVE LEADING
 BL1869'WEST TO A SMALL ONE STORY WHITE HOUSE, 226 FEET SOUTH OF A PRIVATE
 BL1869'DRIVE LEADING EAST TO A ONE STORY HOUSE, 46.5 FEET WEST OF THE
 BL1869'CENTERLINE OF NICHOLS SAW MILL ROAD, 2 FEET NORTH OF THE POWER POLE,
 BL1869'AND 1.0 FOOT EAST OF THE WESTERLY RIGHT OF WAY FENCE.  DISK IS SET
 BL1869'LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 BL1869'PLASTIC SCREW PLUG.
 BL1869
 BL1869                          STATION RECOVERY (2004)
 BL1869
 BL1869'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BL1869'RECOVERED IN GOOD CONDITION.
 BL1869
 BL1869                          STATION RECOVERY (2004)
 BL1869
 BL1869'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BL1869'RECOVERED IN GOOD CONDITION.
 BL1869
 BL1869                          STATION RECOVERY (2005)
 BL1869
 BL1869'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1845 ***********************************************************************
 BL1845  DESIGNATION -  A 1282
 BL1845  PID         -  BL1845
 BL1845  STATE/COUNTY-  TX/WALLER
 BL1845  USGS QUAD   -  WALLER (1980)
 BL1845
 BL1845                         *CURRENT SURVEY CONTROL
 BL1845  ___________________________________________________________________
 BL1845* NAD 83(1986)-  30 02 43.     (N)    095 53 36.     (W)     SCALED    
 BL1845* NAVD 88     -        77.11   (+/-2cm)     253.0    (feet)  VERTCON   
 BL1845  ___________________________________________________________________
 BL1845  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL1845
 BL1845  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1845
 BL1845.The horizontal coordinates were scaled from a topographic map and have
 BL1845.an estimated accuracy of +/- 6 seconds.
 BL1845
 BL1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1845.The vertical order pertains to the NGVD 29 superseded value.
 BL1845
 BL1845.The geoid height was determined by GEOID03.
 BL1845
 BL1845;                    North         East    Units  Estimated Accuracy
 BL1845;SPC TXSC     - 4,249,130.      899,560.      MT  (+/- 180 meters Scaled)
 BL1845
 BL1845                          SUPERSEDED SURVEY CONTROL
 BL1845
 BL1845  NGVD 29 (??/??/92)   77.102  (m)          252.96   (f) ADJ UNCH    1 2
 BL1845
 BL1845.Superseded values are not recommended for survey control.
 BL1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1845.See file dsdata.txt to determine how the superseded data were derived.
 BL1845
 BL1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP210273(NAD 83)
 BL1845_MARKER: DB = BENCH MARK DISK
 BL1845_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1845_SP_SET: HEADWALL
 BL1845_STAMPING: A 1282 1978
 BL1845_MARK LOGO: NGS   
 BL1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1845+STABILITY: SURFACE MOTION
 BL1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1845+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 BL1845
 BL1845  HISTORY     - Date     Condition        Report By
 BL1845  HISTORY     - 1978     MONUMENTED       NGS
 BL1845  HISTORY     - 1986     GOOD             NGS
 BL1845  HISTORY     - 19990715 GOOD             USPSQD
 BL1845  HISTORY     - 20060218 GOOD             USPSQD
 BL1845
 BL1845                          STATION DESCRIPTION
 BL1845
 BL1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1845'2.2 MI SE FROM WALLER.
 BL1845'ABOUT 2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION
 BL1845'OF HIGHWAY 290 AND ALLIANCE IN WALLER.  SET IN THE SOUTHERLY HEAD-
 BL1845'WALL FOR A 3X8 FEET BOX CULVERT UNDER U.S. HIGHWAY 290, 18 FEET
 BL1845'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF HIGHWAY 290,
 BL1845'AND 9 FEET SOUTHEAST OF THE NORTHWEST END OF THE RETAINING WALL.
 BL1845
 BL1845                          STATION RECOVERY (1986)
 BL1845
 BL1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1845'RECOVERED IN GOOD CONDITION.
 BL1845
 BL1845                          STATION RECOVERY (1999)
 BL1845
 BL1845'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1845'RECOVERED IN GOOD CONDITION.
 BL1845
 BL1845                          STATION RECOVERY (2006)
 BL1845
 BL1845'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BL1845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2366 ***********************************************************************
 BY2366  DESIGNATION -  A 1283
 BY2366  PID         -  BY2366
 BY2366  STATE/COUNTY-  TX/SHELBY
 BY2366  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY2366
 BY2366                         *CURRENT SURVEY CONTROL
 BY2366  ___________________________________________________________________
 BY2366* NAD 83(1986)-  31 58 03.     (N)    094 01 56.     (W)     SCALED    
 BY2366* NAVD 88     -        62.995  (meters)     206.68   (feet)  ADJUSTED  
 BY2366  ___________________________________________________________________
 BY2366  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BY2366  DYNAMIC HT  -          62.922 (meters)     206.44  (feet)  COMP
 BY2366  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 BY2366
 BY2366  VERT ORDER  -  FIRST     CLASS II
 BY2366
 BY2366.The horizontal coordinates were scaled from a topographic map and have
 BY2366.an estimated accuracy of +/- 6 seconds.
 BY2366
 BY2366.The orthometric height was determined by differential leveling
 BY2366.and adjusted by the National Geodetic Survey in June 1991..
 BY2366
 BY2366.The geoid height was determined by GEOID03.
 BY2366
 BY2366.The dynamic height is computed by dividing the NAVD 88
 BY2366.geopotential number by the normal gravity value computed on the
 BY2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2366.degrees latitude (g = 980.6199 gals.).
 BY2366
 BY2366.The modeled gravity was interpolated from observed gravity values.
 BY2366
 BY2366;                    North         East    Units  Estimated Accuracy
 BY2366;SPC TX C     - 3,271,940.    1,295,320.      MT  (+/- 180 meters Scaled)
 BY2366
 BY2366                          SUPERSEDED SURVEY CONTROL
 BY2366
 BY2366  NGVD 29 (??/??/??)   63.049  (m)          206.85   (f) ADJUSTED    1 2
 BY2366
 BY2366.Superseded values are not recommended for survey control.
 BY2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2366.See file dsdata.txt to determine how the superseded data were derived.
 BY2366
 BY2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR024372(NAD 83)
 BY2366_MARKER: DB = BENCH MARK DISK
 BY2366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2366_SP_SET: STAINLESS STEEL ROD
 BY2366_STAMPING: A 1283 1979
 BY2366_PROJECTION: RECESSED 5 CENTIMETERS
 BY2366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2366_ROD/PIPE-DEPTH: 6.10 meters
 BY2366
 BY2366  HISTORY     - Date     Condition        Report By
 BY2366  HISTORY     - 1979     MONUMENTED       NGS
 BY2366
 BY2366                          STATION DESCRIPTION
 BY2366
 BY2366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2366'1.4 MI EAST FROM JOAQUIN.
 BY2366'1.4 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE IN JOAQUIN,
 BY2366'ALSO 1.45 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE WEST END OF THE
 BY2366'BRIDGE OVER THE SABINE RIVER IN LOGANSPORT, ACROSS THE HIGHWAY FROM
 BY2366'A SHELL SERVICE STATION, 61.1 FT. NORTHWEST OF THE CENTERLINE OF
 BY2366'THE HIGHWAY, 7.3 FT. SOUTHEAST OF A POWERLINE POLE, 1.0 FT.
 BY2366'SOUTHEAST OF A FENCE LINE.  DISK IS 5 INCHES BELOW GROUND, ACCESS TO
 BY2366'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2366'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 BY2366'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2375 ***********************************************************************
 BY2375  DESIGNATION -  A 1284
 BY2375  PID         -  BY2375
 BY2375  STATE/COUNTY-  TX/SHELBY
 BY2375  USGS QUAD   -  TENAHA EAST (1984)
 BY2375
 BY2375                         *CURRENT SURVEY CONTROL
 BY2375  ___________________________________________________________________
 BY2375* NAD 83(1986)-  31 56 40.     (N)    094 14 34.     (W)     SCALED    
 BY2375* NAVD 88     -       108.339  (meters)     355.44   (feet)  ADJUSTED  
 BY2375  ___________________________________________________________________
 BY2375  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BY2375  DYNAMIC HT  -         108.211 (meters)     355.02  (feet)  COMP
 BY2375  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 BY2375
 BY2375  VERT ORDER  -  FIRST     CLASS II
 BY2375
 BY2375.The horizontal coordinates were scaled from a topographic map and have
 BY2375.an estimated accuracy of +/- 6 seconds.
 BY2375
 BY2375.The orthometric height was determined by differential leveling
 BY2375.and adjusted by the National Geodetic Survey in June 1991..
 BY2375
 BY2375.The geoid height was determined by GEOID03.
 BY2375
 BY2375.The dynamic height is computed by dividing the NAVD 88
 BY2375.geopotential number by the normal gravity value computed on the
 BY2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2375.degrees latitude (g = 980.6199 gals.).
 BY2375
 BY2375.The modeled gravity was interpolated from observed gravity values.
 BY2375
 BY2375;                    North         East    Units  Estimated Accuracy
 BY2375;SPC TX C     - 3,268,280.    1,275,590.      MT  (+/- 180 meters Scaled)
 BY2375
 BY2375                          SUPERSEDED SURVEY CONTROL
 BY2375
 BY2375  NGVD 29 (??/??/??)  108.385  (m)          355.59   (f) ADJUSTED    1 2
 BY2375
 BY2375.Superseded values are not recommended for survey control.
 BY2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2375.See file dsdata.txt to determine how the superseded data were derived.
 BY2375
 BY2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR825349(NAD 83)
 BY2375_MARKER: I = METAL ROD
 BY2375_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2375_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2375_STAMPING: A 1284 1979
 BY2375_PROJECTION: FLUSH
 BY2375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2375+STABILITY: POSITION/ELEVATION WELL
 BY2375_ROD/PIPE-DEPTH: 10.4 meters
 BY2375_SLEEVE-DEPTH  : 7.62 meters
 BY2375
 BY2375  HISTORY     - Date     Condition        Report By
 BY2375  HISTORY     - 1979     MONUMENTED       NGS
 BY2375  HISTORY     - 1980     GOOD             NGS
 BY2375
 BY2375                          STATION DESCRIPTION
 BY2375
 BY2375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2375'000
 BY2375'IN TENAHA, 0.1 MILE NORTHEAST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION
 BY2375'OF U.S. HIGHWAYS 96 AND 59, AT THE FIRST UNITED METHODIST CHURCH,
 BY2375'188.0 FT. SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 51.0 FT.
 BY2375'NORTHEAST OF THE CENTERLINE OF A BLACKTOP STREET, 17.5 FT. NORTHEAST
 BY2375'OF THE SOUTHERNMOST SOUTHEAST CORNER OF THE CHURCH, 80.0 FT. SOUTHWEST
 BY2375'OF THE SOUTHEAST CORNER OF THE SCHEIDE HALL MEMORIAL BUILDING, 43.0
 BY2375'FT. SOUTHEAST OF A GAS METER, 6.0 FT. NORTHWEST OF A LIGHT POLE.
 BY2375'DATUM POINT IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2375'A 5-INCH LOGO CAP.
 BY2375'THE MARK IS 1 FT ABOVE THE BLACKTOP STREET.
 BY2375
 BY2375                          STATION RECOVERY (1980)
 BY2375
 BY2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2375'NOTE-THIS JUNCTION MARK IS DESCRIBED IN NGVD LINE 311, L24542.L1.HAFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1986 ***********************************************************************
 BK1986  DESIGNATION -  A 1285
 BK1986  PID         -  BK1986
 BK1986  STATE/COUNTY-  TX/ORANGE
 BK1986  USGS QUAD   -  ORANGEFIELD (1974)
 BK1986
 BK1986                         *CURRENT SURVEY CONTROL
 BK1986  ___________________________________________________________________
 BK1986* NAD 83(1986)-  30 06 20.     (N)    093 47 52.     (W)     SCALED    
 BK1986* NAVD 88     -         3.323  (meters)      10.90   (feet)  ADJUSTED  
 BK1986  ___________________________________________________________________
 BK1986  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK1986  DYNAMIC HT  -           3.318 (meters)      10.89  (feet)  COMP
 BK1986  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 BK1986
 BK1986  VERT ORDER  -  FIRST     CLASS II
 BK1986
 BK1986.The horizontal coordinates were scaled from a topographic map and have
 BK1986.an estimated accuracy of +/- 6 seconds.
 BK1986
 BK1986.The orthometric height was determined by differential leveling
 BK1986.and adjusted by the National Geodetic Survey in June 1991..
 BK1986
 BK1986.The geoid height was determined by GEOID03.
 BK1986
 BK1986.The dynamic height is computed by dividing the NAVD 88
 BK1986.geopotential number by the normal gravity value computed on the
 BK1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1986.degrees latitude (g = 980.6199 gals.).
 BK1986
 BK1986.The modeled gravity was interpolated from observed gravity values.
 BK1986
 BK1986;                    North         East    Units  Estimated Accuracy
 BK1986;SPC TX C     - 3,067,150.    1,329,560.      MT  (+/- 180 meters Scaled)
 BK1986
 BK1986                          SUPERSEDED SURVEY CONTROL
 BK1986
 BK1986  NGVD 29 (??/??/??)    3.278  (m)           10.75   (f) ADJUSTED    1 2
 BK1986
 BK1986.Superseded values are not recommended for survey control.
 BK1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1986.See file dsdata.txt to determine how the superseded data were derived.
 BK1986
 BK1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP231307(NAD 83)
 BK1986_MARKER: I = METAL ROD
 BK1986_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1986_SP_SET: STAINLESS STEEL ROD
 BK1986_STAMPING: A 1285 1979
 BK1986_PROJECTION: FLUSH
 BK1986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1986+STABILITY: POSITION/ELEVATION WELL
 BK1986_ROD/PIPE-DEPTH: 6.10 meters
 BK1986
 BK1986  HISTORY     - Date     Condition        Report By
 BK1986  HISTORY     - 1979     MONUMENTED       NGS
 BK1986  HISTORY     - 1989     GOOD             USPSQD
 BK1986  HISTORY     - 19960427 GOOD             USPSQD
 BK1986  HISTORY     - 20010331 GOOD             USPSQD
 BK1986  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1986
 BK1986                          STATION DESCRIPTION
 BK1986
 BK1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1986'4.15 MI NW FROM ORANGE.
 BK1986'2.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN
 BK1986'ORANGE, THENCE 1.35 MILES NORTHWEST ALONG THE MISSOURI PACIFIC
 BK1986'RAILROAD, AT A DIRT DRIVEWAY CROSSING, 49.0 FT. SOUTHWEST OF THE
 BK1986'SOUTHWEST RAIL, 14.0 FT. SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY
 BK1986'LEADING WEST TO A SMALL HOUSE, 2.5 FT. NORTH OF POWERLINE POLE NUMBER
 BK1986'822.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BK1986'A 4-INCH PLASTIC SCREW PLUG.
 BK1986'THE MARK IS 1.5 FT  NE FROM A WITNESS POST.
 BK1986'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 BK1986
 BK1986                          STATION RECOVERY (1989)
 BK1986
 BK1986'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1986'RECOVERED IN GOOD CONDITION.
 BK1986
 BK1986                          STATION RECOVERY (1996)
 BK1986
 BK1986'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1986'RECOVERED IN GOOD CONDITION.
 BK1986
 BK1986                          STATION RECOVERY (2001)
 BK1986
 BK1986'RECOVERY NOTE BY US POWER SQUADRON 2001 (WDC)
 BK1986'RECOVERED IN GOOD CONDITION.
 BK1986
 BK1986                          STATION RECOVERY (2004)
 BK1986
 BK1986'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1986'MARK FOUND, WITH WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2396 ***********************************************************************
 BY2396  DESIGNATION -  A 1286
 BY2396  PID         -  BY2396
 BY2396  STATE/COUNTY-  TX/SHELBY
 BY2396  USGS QUAD   -  NEUVILLE (1984)
 BY2396
 BY2396                         *CURRENT SURVEY CONTROL
 BY2396  ___________________________________________________________________
 BY2396* NAD 83(1986)-  31 39 19.     (N)    094 09 18.     (W)     SCALED    
 BY2396* NAVD 88     -       148.464  (meters)     487.09   (feet)  ADJUSTED  
 BY2396  ___________________________________________________________________
 BY2396  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY2396  DYNAMIC HT  -         148.284 (meters)     486.50  (feet)  COMP
 BY2396  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 BY2396
 BY2396  VERT ORDER  -  FIRST     CLASS II
 BY2396
 BY2396.The horizontal coordinates were scaled from a topographic map and have
 BY2396.an estimated accuracy of +/- 6 seconds.
 BY2396
 BY2396.The orthometric height was determined by differential leveling
 BY2396.and adjusted by the National Geodetic Survey in June 1991..
 BY2396
 BY2396.The geoid height was determined by GEOID03.
 BY2396
 BY2396.The dynamic height is computed by dividing the NAVD 88
 BY2396.geopotential number by the normal gravity value computed on the
 BY2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2396.degrees latitude (g = 980.6199 gals.).
 BY2396
 BY2396.The modeled gravity was interpolated from observed gravity values.
 BY2396
 BY2396;                    North         East    Units  Estimated Accuracy
 BY2396;SPC TX C     - 3,236,720.    1,285,650.      MT  (+/- 180 meters Scaled)
 BY2396
 BY2396                          SUPERSEDED SURVEY CONTROL
 BY2396
 BY2396  NGVD 29 (??/??/??)  148.499  (m)          487.20   (f) ADJUSTED    1 2
 BY2396
 BY2396.Superseded values are not recommended for survey control.
 BY2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2396.See file dsdata.txt to determine how the superseded data were derived.
 BY2396
 BY2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR904028(NAD 83)
 BY2396_MARKER: DB = BENCH MARK DISK
 BY2396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2396_SP_SET: STAINLESS STEEL ROD
 BY2396_STAMPING: A 1286 1979
 BY2396_PROJECTION: FLUSH
 BY2396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2396_ROD/PIPE-DEPTH: 2.13 meters
 BY2396
 BY2396  HISTORY     - Date     Condition        Report By
 BY2396  HISTORY     - 1979     MONUMENTED       NGS
 BY2396
 BY2396                          STATION DESCRIPTION
 BY2396
 BY2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2396'8.85 MI NORTH FROM SAN AUGUSTINE.
 BY2396'8.85 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2396'HIGHWAY 21 IN SAN AUGUSTINE, 300 FT. SOUTHEAST OF THE JUNCTION OF A
 BY2396'DIRT ROAD, 232 FT. SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 120.0 FT.
 BY2396'EAST OF THE CENTERLINE OF THE HIGHWAY, 62.0 FT. NORTH-NORTHEAST OF
 BY2396'A POWERLINE GUY POLE, 55.0 FT. SOUTHWEST OF THE SOUTHWEST CORNER
 BY2396'OF A BRICK HOME, 0.8 FT. WEST OF A 4-FT. HIGH CHAIN LINK FENCE
 BY2396'CORNER, 50.5 FT. SOUTH OF THE CENTER OF A GATE IN THE CHAIN LINK
 BY2396'FENCE.  NOTE-AN EXHAUSTIVE EFFORT AND A NEW LOCATION WERE USED
 BY2396'TO NO AVAIL TO GET MORE DEPTH ON THE ROD.  DISK IS 2 INCHES BELOW
 BY2396'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2396'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BY2396'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2383 ***********************************************************************
 BX2383  DESIGNATION -  A 1287
 BX2383  PID         -  BX2383
 BX2383  STATE/COUNTY-  TX/SABINE
 BX2383  USGS QUAD   -  PINELAND NORTH (1984)
 BX2383
 BX2383                         *CURRENT SURVEY CONTROL
 BX2383  ___________________________________________________________________
 BX2383* NAD 83(1986)-  31 17 38.     (N)    093 59 42.     (W)     SCALED    
 BX2383* NAVD 88     -        79.472  (meters)     260.73   (feet)  ADJUSTED  
 BX2383  ___________________________________________________________________
 BX2383  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BX2383  DYNAMIC HT  -          79.371 (meters)     260.40  (feet)  COMP
 BX2383  MODELED GRAV-     979,376.9   (mgal)                       NAVD 88
 BX2383
 BX2383  VERT ORDER  -  FIRST     CLASS II
 BX2383
 BX2383.The horizontal coordinates were scaled from a topographic map and have
 BX2383.an estimated accuracy of +/- 6 seconds.
 BX2383
 BX2383.The orthometric height was determined by differential leveling
 BX2383.and adjusted by the National Geodetic Survey in June 1991..
 BX2383
 BX2383.The geoid height was determined by GEOID03.
 BX2383
 BX2383.The dynamic height is computed by dividing the NAVD 88
 BX2383.geopotential number by the normal gravity value computed on the
 BX2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2383.degrees latitude (g = 980.6199 gals.).
 BX2383
 BX2383.The modeled gravity was interpolated from observed gravity values.
 BX2383
 BX2383;                    North         East    Units  Estimated Accuracy
 BX2383;SPC TX C     - 3,197,570.    1,303,080.      MT  (+/- 180 meters Scaled)
 BX2383
 BX2383                          SUPERSEDED SURVEY CONTROL
 BX2383
 BX2383  NGVD 29 (??/??/??)   79.488  (m)          260.79   (f) ADJUSTED    1 2
 BX2383
 BX2383.Superseded values are not recommended for survey control.
 BX2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2383.See file dsdata.txt to determine how the superseded data were derived.
 BX2383
 BX2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ053626(NAD 83)
 BX2383_MARKER: DB = BENCH MARK DISK
 BX2383_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2383_SP_SET: STAINLESS STEEL ROD
 BX2383_STAMPING: A 1287 1979
 BX2383_PROJECTION: FLUSH
 BX2383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2383+STABILITY: POSITION/ELEVATION WELL
 BX2383_ROD/PIPE-DEPTH: 6.10 meters
 BX2383
 BX2383  HISTORY     - Date     Condition        Report By
 BX2383  HISTORY     - 1979     MONUMENTED       NGS
 BX2383
 BX2383                          STATION DESCRIPTION
 BX2383
 BX2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2383'3.2 MI NNW FROM PINELAND.
 BX2383'3.2 MILES NORTH-NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF
 BX2383'FARM ROAD 83 IN PINELAND, AT THE JUNCTION OF A GRAVEL AND CLAY ROAD
 BX2383'LEADING NORTHWEST TO THE CENTERVIEW CEMETERY, 103.0 FT. WEST OF THE
 BX2383'CENTERLINE OF THE HIGHWAY, 89.0 FT. WEST-SOUTHWEST OF THE NORTHWEST
 BX2383'CORNER OF THE 12-FT. CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 BX2383'35.5 FT. SOUTH OF THE CENTERLINE OF THE ROAD, 1.8 FT. NORTHWEST OF
 BX2383'TELEPHONE POLE NUMBER TK1-3246, 16.5 FT. SOUTH OF A HIGHWAY
 BX2383'RIGHT-OF-WAY MARKER.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH
 BX2383'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2383'THE MARK IS 1.5 FT  SSE FROM A WITNESS POST.
 BX2383'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1958 ***********************************************************************
 BK1958  DESIGNATION -  A 1288
 BK1958  PID         -  BK1958
 BK1958  STATE/COUNTY-  TX/JASPER
 BK1958  USGS QUAD   -  CALL JUNCTION (1984)
 BK1958
 BK1958                         *CURRENT SURVEY CONTROL
 BK1958  ___________________________________________________________________
 BK1958* NAD 83(1986)-  30 30 33.     (N)    093 56 39.     (W)     SCALED    
 BK1958* NAVD 88     -        28.540  (meters)      93.64   (feet)  ADJUSTED  
 BK1958  ___________________________________________________________________
 BK1958  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BK1958  DYNAMIC HT  -          28.503 (meters)      93.51  (feet)  COMP
 BK1958  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BK1958
 BK1958  VERT ORDER  -  FIRST     CLASS II
 BK1958
 BK1958.The horizontal coordinates were scaled from a topographic map and have
 BK1958.an estimated accuracy of +/- 6 seconds.
 BK1958
 BK1958.The orthometric height was determined by differential leveling
 BK1958.and adjusted by the National Geodetic Survey in June 1991..
 BK1958
 BK1958.The geoid height was determined by GEOID03.
 BK1958
 BK1958.The dynamic height is computed by dividing the NAVD 88
 BK1958.geopotential number by the normal gravity value computed on the
 BK1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1958.degrees latitude (g = 980.6199 gals.).
 BK1958
 BK1958.The modeled gravity was interpolated from observed gravity values.
 BK1958
 BK1958;                    North         East    Units  Estimated Accuracy
 BK1958;SPC TX C     - 3,111,000.    1,312,910.      MT  (+/- 180 meters Scaled)
 BK1958
 BK1958                          SUPERSEDED SURVEY CONTROL
 BK1958
 BK1958  NGVD 29 (??/??/??)   28.518  (m)           93.56   (f) ADJUSTED    1 2
 BK1958
 BK1958.Superseded values are not recommended for survey control.
 BK1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1958.See file dsdata.txt to determine how the superseded data were derived.
 BK1958
 BK1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP094755(NAD 83)
 BK1958_MARKER: I = METAL ROD
 BK1958_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1958_SP_SET: STAINLESS STEEL ROD
 BK1958_STAMPING: A 1288 1979
 BK1958_PROJECTION: FLUSH
 BK1958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1958+STABILITY: POSITION/ELEVATION WELL
 BK1958_ROD/PIPE-DEPTH: 7.62 meters
 BK1958
 BK1958  HISTORY     - Date     Condition        Report By
 BK1958  HISTORY     - 1979     MONUMENTED       NGS
 BK1958  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1958
 BK1958                          STATION DESCRIPTION
 BK1958
 BK1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1958'4.65 MI NE FROM BUNA.
 BK1958'4.65 MILES NORTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BK1958'HIGHWAY 62 IN BUNA, AT THE JUNCTION OF A DIRT ROAD LEADING EAST, AT
 BK1958'TWO VERY LARGE PINE TREES, AT A GAS PIPELINE CROSSING, 237.6 FT. EAST
 BK1958'OF THE CENTERLINE OF THE HIGHWAY, 23.0 FT. SOUTH OF THE CENTERLINE OF
 BK1958'THE DIRT ROAD, 13.1 FT. EAST OF A 42-INCH PINE TREE, 9.8 FT. WEST OF A
 BK1958'42-INCH PINE TREE, 55.0 FT. EAST OF THE PIPELINE CROSSING, 1.0
 BK1958'FT. SOUTH OF A FENCE LINE, 169 FT. EAST OF A CORNER FENCE POST.  DISK
 BK1958'IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BK1958'PLASTIC SCREW PLUG.
 BK1958'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BK1958'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BK1958
 BK1958                          STATION RECOVERY (2004)
 BK1958
 BK1958'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1931 ***********************************************************************
 BK1931  DESIGNATION -  A 1289
 BK1931  PID         -  BK1931
 BK1931  STATE/COUNTY-  TX/JASPER
 BK1931  USGS QUAD   -  JASPER EAST (1984)
 BK1931
 BK1931                         *CURRENT SURVEY CONTROL
 BK1931  ___________________________________________________________________
 BK1931* NAD 83(1986)-  30 52 53.     (N)    093 59 13.     (W)     SCALED    
 BK1931* NAVD 88     -        69.389  (meters)     227.65   (feet)  ADJUSTED  
 BK1931  ___________________________________________________________________
 BK1931  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BK1931  DYNAMIC HT  -          69.299 (meters)     227.36  (feet)  COMP
 BK1931  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 BK1931
 BK1931  VERT ORDER  -  FIRST     CLASS II
 BK1931
 BK1931.The horizontal coordinates were scaled from a topographic map and have
 BK1931.an estimated accuracy of +/- 6 seconds.
 BK1931
 BK1931.The orthometric height was determined by differential leveling
 BK1931.and adjusted by the National Geodetic Survey in June 1991..
 BK1931
 BK1931.The geoid height was determined by GEOID03.
 BK1931
 BK1931.The dynamic height is computed by dividing the NAVD 88
 BK1931.geopotential number by the normal gravity value computed on the
 BK1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1931.degrees latitude (g = 980.6199 gals.).
 BK1931
 BK1931.The modeled gravity was interpolated from observed gravity values.
 BK1931
 BK1931;                    North         East    Units  Estimated Accuracy
 BK1931;SPC TX C     - 3,151,960.    1,306,460.      MT  (+/- 180 meters Scaled)
 BK1931
 BK1931                          SUPERSEDED SURVEY CONTROL
 BK1931
 BK1931  NGVD 29 (??/??/??)   69.382  (m)          227.63   (f) ADJUSTED    1 2
 BK1931
 BK1931.Superseded values are not recommended for survey control.
 BK1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1931.See file dsdata.txt to determine how the superseded data were derived.
 BK1931
 BK1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ056168(NAD 83)
 BK1931_MARKER: I = METAL ROD
 BK1931_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1931_SP_SET: STAINLESS STEEL ROD
 BK1931_STAMPING: A 1289 1979
 BK1931_PROJECTION: FLUSH
 BK1931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1931+STABILITY: POSITION/ELEVATION WELL
 BK1931_ROD/PIPE-DEPTH: 7.62 meters
 BK1931
 BK1931  HISTORY     - Date     Condition        Report By
 BK1931  HISTORY     - 1979     MONUMENTED       NGS
 BK1931  HISTORY     - 20040725 MARK NOT FOUND   USPSQD
 BK1931
 BK1931                          STATION DESCRIPTION
 BK1931
 BK1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1931'2.15 MI SSE FROM JASPER.
 BK1931'2.15 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1931'HIGHWAY 190 IN JASPER, AT THE NORTHWEST CORNER OF A RANCH AND
 BK1931'PASTURE AREA, 136 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 10.0 FT.
 BK1931'NORTH OF THE CENTER OF A WOODEN GATE, 6.3 FT. SOUTH OF A POWERLINE
 BK1931'POLE, 1.4 FT. SOUTH OF A CORNER FENCE POST, 1.0 FT. WEST OF A WOODEN
 BK1931'FENCE LINE.  DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BK1931'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1931'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BK1931'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1931
 BK1931                          STATION RECOVERY (2004)
 BK1931
 BK1931'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2518 ***********************************************************************
 BY2518  DESIGNATION -  A 1289 A
 BY2518  PID         -  BY2518
 BY2518  STATE/COUNTY-  TX/NACOGDOCHES
 BY2518  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY2518
 BY2518                         *CURRENT SURVEY CONTROL
 BY2518  ___________________________________________________________________
 BY2518* NAD 83(1986)-  31 40 57.     (N)    094 42 30.     (W)     SCALED    
 BY2518* NAVD 88     -       158.506  (meters)     520.03   (feet)  ADJUSTED  
 BY2518  ___________________________________________________________________
 BY2518  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY2518  DYNAMIC HT  -         158.312 (meters)     519.40  (feet)  COMP
 BY2518  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 BY2518
 BY2518  VERT ORDER  -  FIRST     CLASS II
 BY2518
 BY2518.The horizontal coordinates were scaled from a topographic map and have
 BY2518.an estimated accuracy of +/- 6 seconds.
 BY2518
 BY2518.The orthometric height was determined by differential leveling
 BY2518.and adjusted by the National Geodetic Survey in June 1991..
 BY2518
 BY2518.The geoid height was determined by GEOID03.
 BY2518
 BY2518.The dynamic height is computed by dividing the NAVD 88
 BY2518.geopotential number by the normal gravity value computed on the
 BY2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2518.degrees latitude (g = 980.6199 gals.).
 BY2518
 BY2518.The modeled gravity was interpolated from observed gravity values.
 BY2518
 BY2518;                    North         East    Units  Estimated Accuracy
 BY2518;SPC TX C     - 3,236,950.    1,233,100.      MT  (+/- 180 meters Scaled)
 BY2518
 BY2518                          SUPERSEDED SURVEY CONTROL
 BY2518
 BY2518.No superseded survey control is available for this station.
 BY2518
 BY2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR380065(NAD 83)
 BY2518_MARKER: DB = BENCH MARK DISK
 BY2518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2518_SP_SET: STAINLESS STEEL ROD
 BY2518_STAMPING: A 1289 A 1979
 BY2518_PROJECTION: RECESSED 3 CENTIMETERS
 BY2518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2518_ROD/PIPE-DEPTH: 4.57 meters
 BY2518
 BY2518  HISTORY     - Date     Condition        Report By
 BY2518  HISTORY     - 1979     MONUMENTED       NGS
 BY2518  HISTORY     - 19980919 GOOD             USPSQD
 BY2518
 BY2518                          STATION DESCRIPTION
 BY2518
 BY2518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2518'8.65 MI NW FROM NACOGDOCHES.
 BY2518'8.65 MILES NORTHWEST ALONG FARM ROAD 1638 FROM THE JUNCTION OF U.S.
 BY2518'HIGHWAY 59 IN NACOGDOCHES, AT A PAVED PRIVATE DRIVE LEADING EAST TO A
 BY2518'CARPORT, 50.5 FT. NORTHEAST OF THE CENTERLINE OF THE ROAD, 13.0 FT.
 BY2518'NORTH-NORTHEAST OF THE CENTERLINE OF THE PAVED DRIVE, 10.2 FT. EAST
 BY2518'OF A CORNER FENCE POST, 0.5 FT. SOUTH OF A FENCE.  DISK IS 4 INCHES
 BY2518'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BY2518'PLUG.
 BY2518'THE MARK IS 1.2 FT  W FROM A WITNESS POST.
 BY2518'THE MARK IS 3 FT ABOVE THE ROAD.
 BY2518
 BY2518                          STATION RECOVERY (1998)
 BY2518
 BY2518'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0080 ***********************************************************************
 AE0080  DESIGNATION -  A 129
 AE0080  PID         -  AE0080
 AE0080  STATE/COUNTY-  TX/JIM HOGG
 AE0080  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0080
 AE0080                         *CURRENT SURVEY CONTROL
 AE0080  ___________________________________________________________________
 AE0080* NAD 83(1986)-  26 54 00.     (N)    098 29 18.     (W)     SCALED    
 AE0080* NAVD 88     -        94.702  (meters)     310.70   (feet)  ADJUSTED  
 AE0080  ___________________________________________________________________
 AE0080  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AE0080  DYNAMIC HT  -          94.548 (meters)     310.20  (feet)  COMP
 AE0080  MODELED GRAV-     979,026.4   (mgal)                       NAVD 88
 AE0080
 AE0080  VERT ORDER  -  SECOND    CLASS 0
 AE0080
 AE0080.The horizontal coordinates were scaled from a topographic map and have
 AE0080.an estimated accuracy of +/- 6 seconds.
 AE0080
 AE0080.The orthometric height was determined by differential leveling
 AE0080.and adjusted by the National Geodetic Survey in June 1991..
 AE0080
 AE0080.The geoid height was determined by GEOID03.
 AE0080
 AE0080.The dynamic height is computed by dividing the NAVD 88
 AE0080.geopotential number by the normal gravity value computed on the
 AE0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0080.degrees latitude (g = 980.6199 gals.).
 AE0080
 AE0080.The modeled gravity was interpolated from observed gravity values.
 AE0080
 AE0080;                    North         East    Units  Estimated Accuracy
 AE0080;SPC TX S     - 5,136,640.      301,160.      MT  (+/- 180 meters Scaled)
 AE0080
 AE0080                          SUPERSEDED SURVEY CONTROL
 AE0080
 AE0080  NGVD 29 (??/??/92)   94.753  (m)          310.87   (f) ADJ UNCH    2 0
 AE0080
 AE0080.Superseded values are not recommended for survey control.
 AE0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0080.See file dsdata.txt to determine how the superseded data were derived.
 AE0080
 AE0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ508754(NAD 83)
 AE0080_MARKER: DB = BENCH MARK DISK
 AE0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0080_STAMPING: A-129 1933
 AE0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0080+STABILITY: SURFACE MOTION
 AE0080
 AE0080  HISTORY     - Date     Condition        Report By
 AE0080  HISTORY     - 1933     MONUMENTED       CGS
 AE0080  HISTORY     - 1934     GOOD             NGS
 AE0080
 AE0080                          STATION DESCRIPTION
 AE0080
 AE0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AE0080'33.1 MI S FROM HEBBRONVILLE.
 AE0080'ALONG THE ALTA VISTA - SANTA ELENA MAIL ROUTE 5.86 MILES NORTH OF
 AE0080'PARTICION RANCHO 10.8 MILES SOUTH OF ALTA VISTA AND 11.4 MILES NORTH
 AE0080'OF SANTA ELENA, 2 FEET NORTH OF FENCE AND 12 FEET WEST OF CENTER OF
 AE0080'GATE ACROSS THE ROAD 220 FEET EAST OF INTERSECTION OF FENCE FROM SOUTH
 AE0080'AND AN EAST-WEST FENCE.
 AE0080
 AE0080                          STATION RECOVERY (1934)
 AE0080
 AE0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AE0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2492 ***********************************************************************
 BY2492  DESIGNATION -  A 1290
 BY2492  PID         -  BY2492
 BY2492  STATE/COUNTY-  TX/CHEROKEE
 BY2492  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY2492
 BY2492                         *CURRENT SURVEY CONTROL
 BY2492  ___________________________________________________________________
 BY2492* NAD 83(1986)-  31 53 11.     (N)    095 06 39.     (W)     SCALED    
 BY2492* NAVD 88     -       102.891  (meters)     337.57   (feet)  ADJUSTED  
 BY2492  ___________________________________________________________________
 BY2492  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BY2492  DYNAMIC HT  -         102.767 (meters)     337.16  (feet)  COMP
 BY2492  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 BY2492
 BY2492  VERT ORDER  -  FIRST     CLASS II
 BY2492
 BY2492.The horizontal coordinates were scaled from a topographic map and have
 BY2492.an estimated accuracy of +/- 6 seconds.
 BY2492
 BY2492.The orthometric height was determined by differential leveling
 BY2492.and adjusted by the National Geodetic Survey in June 1991..
 BY2492
 BY2492.The geoid height was determined by GEOID03.
 BY2492
 BY2492.The dynamic height is computed by dividing the NAVD 88
 BY2492.geopotential number by the normal gravity value computed on the
 BY2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2492.degrees latitude (g = 980.6199 gals.).
 BY2492
 BY2492.The modeled gravity was interpolated from observed gravity values.
 BY2492
 BY2492;                    North         East    Units  Estimated Accuracy
 BY2492;SPC TX C     - 3,257,680.    1,193,920.      MT  (+/- 180 meters Scaled)
 BY2492
 BY2492                          SUPERSEDED SURVEY CONTROL
 BY2492
 BY2492.No superseded survey control is available for this station.
 BY2492
 BY2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR003297(NAD 83)
 BY2492_MARKER: DB = BENCH MARK DISK
 BY2492_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2492_SP_SET: STAINLESS STEEL ROD
 BY2492_STAMPING: A 1290 1980
 BY2492_PROJECTION: FLUSH
 BY2492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2492+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY2492_ROD/PIPE-DEPTH: 6.10 meters
 BY2492
 BY2492  HISTORY     - Date     Condition        Report By
 BY2492  HISTORY     - 1980     MONUMENTED       NGS
 BY2492  HISTORY     - 19910420 GOOD             USPSQD
 BY2492  HISTORY     - 19960420 GOOD             USPSQD
 BY2492  HISTORY     - 20040605 GOOD             USPSQD
 BY2492  HISTORY     - 20050710 GOOD             USPSQD
 BY2492
 BY2492                          STATION DESCRIPTION
 BY2492
 BY2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2492'2.15 MI EAST FROM GALLATIN.
 BY2492'2.15 MILES EAST ALONG FARM ROAD 22 FROM THE POST OFFICE IN GALLATIN,
 BY2492'211 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK RESIDENCE OF
 BY2492'E.R. ADAMS, 111 FT. EAST OF A TELEPHONE POLE AND JUNCTION BOX,
 BY2492'38.0 FT. SOUTH OF THE CENTERLINE OF THE ROAD, 23.0 FT. WEST OF THE
 BY2492'CENTERLINE OF A PRIVATE DRIVE, 7.5 FT. WEST OF A CORNER FENCE POST,
 BY2492'0.6 FT. NORTH OF A FENCE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO
 BY2492'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2492'THE MARK IS 1.2 FT  ENE FROM A WITNESS POST.
 BY2492'THE MARK IS 3 FT BELOW THE ROAD.
 BY2492
 BY2492                          STATION RECOVERY (1991)
 BY2492
 BY2492'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY2492'RECOVERED IN GOOD CONDITION.
 BY2492
 BY2492                          STATION RECOVERY (1996)
 BY2492
 BY2492'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2492'RECOVERED IN GOOD CONDITION.
 BY2492
 BY2492                          STATION RECOVERY (2004)
 BY2492
 BY2492'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 BY2492'RECOVERED IN GOOD CONDITION.
 BY2492
 BY2492                          STATION RECOVERY (2005)
 BY2492
 BY2492'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY2492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2507 ***********************************************************************
 BY2507  DESIGNATION -  A 1291
 BY2507  PID         -  BY2507
 BY2507  STATE/COUNTY-  TX/NACOGDOCHES
 BY2507  USGS QUAD   -  CUSHING (1973)
 BY2507
 BY2507                         *CURRENT SURVEY CONTROL
 BY2507  ___________________________________________________________________
 BY2507* NAD 83(1986)-  31 48 58.     (N)    094 50 03.     (W)     SCALED    
 BY2507* NAVD 88     -       114.665  (meters)     376.20   (feet)  ADJUSTED  
 BY2507  ___________________________________________________________________
 BY2507  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY2507  DYNAMIC HT  -         114.526 (meters)     375.74  (feet)  COMP
 BY2507  MODELED GRAV-     979,430.4   (mgal)                       NAVD 88
 BY2507  OBS GRAVITY -     979,428.9   (mgal)                       GRAV_OBS
 BY2507
 BY2507  VERT ORDER  -  FIRST     CLASS II
 BY2507
 BY2507.The horizontal coordinates were scaled from a topographic map and have
 BY2507.an estimated accuracy of +/- 6 seconds.
 BY2507
 BY2507.The orthometric height was determined by differential leveling
 BY2507.and adjusted by the National Geodetic Survey in June 1991..
 BY2507
 BY2507.The geoid height was determined by GEOID03.
 BY2507
 BY2507.The dynamic height is computed by dividing the NAVD 88
 BY2507.geopotential number by the normal gravity value computed on the
 BY2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2507.degrees latitude (g = 980.6199 gals.).
 BY2507
 BY2507.The modeled gravity was interpolated from observed gravity values.
 BY2507.The observed gravity was obtained from relative gravimeter ties
 BY2507.to the IGSN71 gravity network.
 BY2507
 BY2507;                    North         East    Units  Estimated Accuracy
 BY2507;SPC TX C     - 3,251,150.    1,220,450.      MT  (+/- 180 meters Scaled)
 BY2507
 BY2507                          SUPERSEDED SURVEY CONTROL
 BY2507
 BY2507.No superseded survey control is available for this station.
 BY2507
 BY2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR263215(NAD 83)
 BY2507_MARKER: I = METAL ROD
 BY2507_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2507_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2507_STAMPING: A 1291 1979
 BY2507_PROJECTION: FLUSH
 BY2507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2507+STABILITY: POSITION/ELEVATION WELL
 BY2507_ROD/PIPE-DEPTH: 9.14 meters
 BY2507_SLEEVE-DEPTH  : 7.32 meters
 BY2507
 BY2507  HISTORY     - Date     Condition        Report By
 BY2507  HISTORY     - 1979     MONUMENTED       NGS
 BY2507  HISTORY     - 19980919 GOOD             USPSQD
 BY2507
 BY2507                          STATION DESCRIPTION
 BY2507
 BY2507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2507'0.55 MI EAST FROM CUSHING.
 BY2507'0.55 MILE EAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM ROAD
 BY2507'225 IN CUSHING, AT THE UNITED PENTECOSTAL CHURCH, 3.0 FT. NORTH OF THE
 BY2507'NORTH FACE OF THE CHURCH, 75.0 FT. SOUTH OF THE CENTERLINE OF THE
 BY2507'HIGHWAY, 15.5 FT. WEST OF THE NORTHEAST CORNER OF THE CHURCH, 25.0 FT.
 BY2507'EAST OF THE NORTHWEST CORNER OF THE CHURCH, IN LINE WITH THE
 BY2507'EASTERNMOST WINDOW IN THE NORTH FACE OF THE CHURCH.  DATUM POINT IS 4
 BY2507'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BY2507'THE MARK IS 2 FT BELOW THE HIGHWAY.
 BY2507
 BY2507                          STATION RECOVERY (1998)
 BY2507
 BY2507'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2551 ***********************************************************************
 BY2551  DESIGNATION -  A 1294
 BY2551  PID         -  BY2551
 BY2551  STATE/COUNTY-  TX/LEON
 BY2551  USGS QUAD   -  KEECHI (1964)
 BY2551
 BY2551                         *CURRENT SURVEY CONTROL
 BY2551  ___________________________________________________________________
 BY2551* NAD 83(1986)-  31 34 30.     (N)    095 52 41.     (W)     SCALED    
 BY2551* NAVD 88     -        97.567  (meters)     320.10   (feet)  ADJUSTED  
 BY2551  ___________________________________________________________________
 BY2551  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BY2551  DYNAMIC HT  -          97.447 (meters)     319.71  (feet)  COMP
 BY2551  MODELED GRAV-     979,416.6   (mgal)                       NAVD 88
 BY2551
 BY2551  VERT ORDER  -  FIRST     CLASS II
 BY2551
 BY2551.The horizontal coordinates were scaled from a topographic map and have
 BY2551.an estimated accuracy of +/- 6 seconds.
 BY2551
 BY2551.The orthometric height was determined by differential leveling
 BY2551.and adjusted by the National Geodetic Survey in June 1991..
 BY2551
 BY2551.The geoid height was determined by GEOID03.
 BY2551
 BY2551.The dynamic height is computed by dividing the NAVD 88
 BY2551.geopotential number by the normal gravity value computed on the
 BY2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2551.degrees latitude (g = 980.6199 gals.).
 BY2551
 BY2551.The modeled gravity was interpolated from observed gravity values.
 BY2551
 BY2551;                    North         East    Units  Estimated Accuracy
 BY2551;SPC TX C     - 3,220,020.    1,122,780.      MT  (+/- 180 meters Scaled)
 BY2551
 BY2551                          SUPERSEDED SURVEY CONTROL
 BY2551
 BY2551.No superseded survey control is available for this station.
 BY2551
 BY2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ268969(NAD 83)
 BY2551_MARKER: DB = BENCH MARK DISK
 BY2551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2551_SP_SET: STAINLESS STEEL ROD
 BY2551_STAMPING: A 1294 1980
 BY2551_PROJECTION: FLUSH
 BY2551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2551_ROD/PIPE-DEPTH: 4.6  meters
 BY2551
 BY2551  HISTORY     - Date     Condition        Report By
 BY2551  HISTORY     - 1980     MONUMENTED       NGS
 BY2551  HISTORY     - 1990     POOR             USPSQD
 BY2551
 BY2551                          STATION DESCRIPTION
 BY2551
 BY2551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2551'3.2 KM SW FROM OAKWOOD.
 BY2551'3.2 KM. (2.0 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD
 BY2551'STATE BANK IN OAKWOOD, AT THE JUNCTION OF A DIRT ROAD LEADING
 BY2551'NORTHEAST, 15.7 M. (51.5 FT.) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 BY2551'HIGHWAY, 4.6 M. (15.0 FT.) NORTH OF THE CENTERLINE OF THE DIRT ROAD,
 BY2551'13.7 M. (45.0 FT.) WEST OF A FENCE, 32.0 M. (105 FT.) WEST-NORTHWEST
 BY2551'OF THE WEST END OF THE NORTH CONCRETE CULVERT UNDER THE HIGHWAY,
 BY2551'0.3 M. (1.0 FT.) SOUTH OF A FENCE.  DISK IS 6 CM. BELOW GROUND, ACCESS
 BY2551'TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2551'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 BY2551'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BY2551
 BY2551                          STATION RECOVERY (1990)
 BY2551
 BY2551'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2551'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1151 ***********************************************************************
 BZ1151  DESIGNATION -  A 1295
 BZ1151  PID         -  BZ1151
 BZ1151  STATE/COUNTY-  TX/LIMESTONE
 BZ1151  USGS QUAD   -  MEXIA (1982)
 BZ1151
 BZ1151                         *CURRENT SURVEY CONTROL
 BZ1151  ___________________________________________________________________
 BZ1151* NAD 83(1986)-  31 39 08.     (N)    096 28 21.     (W)     SCALED    
 BZ1151* NAVD 88     -       146.879  (meters)     481.89   (feet)  ADJUSTED  
 BZ1151  ___________________________________________________________________
 BZ1151  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ1151  DYNAMIC HT  -         146.703 (meters)     481.31  (feet)  COMP
 BZ1151  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 BZ1151
 BZ1151  VERT ORDER  -  FIRST     CLASS II
 BZ1151
 BZ1151.The horizontal coordinates were scaled from a topographic map and have
 BZ1151.an estimated accuracy of +/- 6 seconds.
 BZ1151
 BZ1151.The orthometric height was determined by differential leveling
 BZ1151.and adjusted by the National Geodetic Survey in June 1991..
 BZ1151
 BZ1151.The geoid height was determined by GEOID03.
 BZ1151
 BZ1151.The dynamic height is computed by dividing the NAVD 88
 BZ1151.geopotential number by the normal gravity value computed on the
 BZ1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1151.degrees latitude (g = 980.6199 gals.).
 BZ1151
 BZ1151.The modeled gravity was interpolated from observed gravity values.
 BZ1151
 BZ1151;                    North         East    Units  Estimated Accuracy
 BZ1151;SPC TX C     - 3,226,470.    1,066,100.      MT  (+/- 180 meters Scaled)
 BZ1151
 BZ1151                          SUPERSEDED SURVEY CONTROL
 BZ1151
 BZ1151.No superseded survey control is available for this station.
 BZ1151
 BZ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA396046(NAD 83)
 BZ1151_MARKER: I = METAL ROD
 BZ1151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1151_SP_SET: STAINLESS STEEL ROD
 BZ1151_STAMPING: A 1295 1980
 BZ1151_PROJECTION: FLUSH
 BZ1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1151_ROD/PIPE-DEPTH: 6.1  meters
 BZ1151
 BZ1151  HISTORY     - Date     Condition        Report By
 BZ1151  HISTORY     - 1980     MONUMENTED       NGS
 BZ1151
 BZ1151                          STATION DESCRIPTION
 BZ1151
 BZ1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1151'3.9 KM SE FROM MEXIA.
 BZ1151'3.9 KM. (2.45 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ1151'U.S. HIGHWAY 84 IN MEXIA, ACROSS THE ROAD FROM A SMALL GREEN HOUSE, AT
 BZ1151'THE SOUTHEAST EDGE OF A DRIED UP POND, 90.8 M. (298 FT.) SOUTH OF AN
 BZ1151'ABANDONED RAILROAD CROSSING, 18.3 M. (60.0 FT.) WEST OF THE CENTERLINE
 BZ1151'OF THE ROAD, 40.2 M. (132 FT.) SOUTH OF A TELEPHONE JUNCTION BOX,
 BZ1151'36.3 M. (119 FT.) WEST AND ACROSS THE ROAD FROM A POWERLINE POLE,
 BZ1151'7.6 M. (25.0 FT.) SOUTHEAST OF THE SOUTHEAST EDGE OF THE POND, 0.3 M.
 BZ1151'(1.0 FT.) EAST OF A FENCE, 25.9 M. (85.0 FT.) NORTH OF THE EXTENDED
 BZ1151'CENTERLINE OF A DRIVE LEADING TO THE HOUSE.  DATUM POINT IS 6 CM.
 BZ1151'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1151'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 BZ1151'THE MARK IS 1.5 M BELOW THE POND EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1881 ***********************************************************************
 BL1881  DESIGNATION -  A 1296
 BL1881  PID         -  BL1881
 BL1881  STATE/COUNTY-  TX/WALKER
 BL1881  USGS QUAD   -  RIVERSIDE (1997)
 BL1881
 BL1881                         *CURRENT SURVEY CONTROL
 BL1881  ___________________________________________________________________
 BL1881* NAD 83(1986)-  30 51 09.     (N)    095 24 16.     (W)     SCALED    
 BL1881* NAVD 88     -        57.046  (meters)     187.16   (feet)  ADJUSTED  
 BL1881  ___________________________________________________________________
 BL1881  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL1881  DYNAMIC HT  -          56.972 (meters)     186.92  (feet)  COMP
 BL1881  MODELED GRAV-     979,355.0   (mgal)                       NAVD 88
 BL1881
 BL1881  VERT ORDER  -  FIRST     CLASS II
 BL1881
 BL1881.The horizontal coordinates were scaled from a topographic map and have
 BL1881.an estimated accuracy of +/- 6 seconds.
 BL1881
 BL1881.The orthometric height was determined by differential leveling
 BL1881.and adjusted by the National Geodetic Survey in June 1991..
 BL1881
 BL1881.The geoid height was determined by GEOID03.
 BL1881
 BL1881.The dynamic height is computed by dividing the NAVD 88
 BL1881.geopotential number by the normal gravity value computed on the
 BL1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1881.degrees latitude (g = 980.6199 gals.).
 BL1881
 BL1881.The modeled gravity was interpolated from observed gravity values.
 BL1881
 BL1881;                    North         East    Units  Estimated Accuracy
 BL1881;SPC TX C     - 3,141,900.    1,171,240.      MT  (+/- 180 meters Scaled)
 BL1881
 BL1881                          SUPERSEDED SURVEY CONTROL
 BL1881
 BL1881.No superseded survey control is available for this station.
 BL1881
 BL1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ700157(NAD 83)
 BL1881_MARKER: DB = BENCH MARK DISK
 BL1881_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1881_SP_SET: STAINLESS STEEL ROD
 BL1881_STAMPING: A 1296 1980
 BL1881_PROJECTION: FLUSH
 BL1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1881_ROD/PIPE-DEPTH: 4.2  meters
 BL1881
 BL1881  HISTORY     - Date     Condition        Report By
 BL1881  HISTORY     - 1980     MONUMENTED       NGS
 BL1881  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1881
 BL1881                          STATION DESCRIPTION
 BL1881
 BL1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BL1881'IN RIVERSIDE.
 BL1881'IN RIVERSIDE, AT THE JUNCTION OF STATE HIGHWAY 19 AND FARM ROAD 980,
 BL1881'18.9 M. (62.0 FT.) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 19
 BL1881'NORTHBOUND, 42.7 M. (140 FT.) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 BL1881'FARM ROAD 980, 2.4 M. (8.0 FT.) NORTH-NORTHEAST OF A POWERLINE POLE
 BL1881'WITH A TRANSFORMER, 27.4 M. (90.0 FT.) SOUTH-SOUTHEAST OF A POWERLINE
 BL1881'POLE WITH A STREETLIGHT.  DISK IS 12 CM. BELOW THE GROUND, ACCESS TO
 BL1881'WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BL1881'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BL1881'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BL1881
 BL1881                          STATION RECOVERY (1996)
 BL1881
 BL1881'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2462 ***********************************************************************
 BY2462  DESIGNATION -  A 1297
 BY2462  PID         -  BY2462
 BY2462  STATE/COUNTY-  TX/ANDERSON
 BY2462  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2462
 BY2462                         *CURRENT SURVEY CONTROL
 BY2462  ___________________________________________________________________
 BY2462* NAD 83(1986)-  31 42 15.     (N)    095 37 39.     (W)     SCALED    
 BY2462* NAVD 88     -       144.909  (meters)     475.42   (feet)  ADJUSTED  
 BY2462  ___________________________________________________________________
 BY2462  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BY2462  DYNAMIC HT  -         144.732 (meters)     474.84  (feet)  COMP
 BY2462  MODELED GRAV-     979,414.8   (mgal)                       NAVD 88
 BY2462
 BY2462  VERT ORDER  -  FIRST     CLASS II
 BY2462
 BY2462.The horizontal coordinates were scaled from a topographic map and have
 BY2462.an estimated accuracy of +/- 6 seconds.
 BY2462
 BY2462.The orthometric height was determined by differential leveling
 BY2462.and adjusted by the National Geodetic Survey in June 1991..
 BY2462
 BY2462.The geoid height was determined by GEOID03.
 BY2462
 BY2462.The dynamic height is computed by dividing the NAVD 88
 BY2462.geopotential number by the normal gravity value computed on the
 BY2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2462.degrees latitude (g = 980.6199 gals.).
 BY2462
 BY2462.The modeled gravity was interpolated from observed gravity values.
 BY2462
 BY2462;                    North         East    Units  Estimated Accuracy
 BY2462;SPC TX C     - 3,235,310.    1,145,940.      MT  (+/- 180 meters Scaled)
 BY2462
 BY2462                          SUPERSEDED SURVEY CONTROL
 BY2462
 BY2462.No superseded survey control is available for this station.
 BY2462
 BY2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR509106(NAD 83)
 BY2462_MARKER: DB = BENCH MARK DISK
 BY2462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2462_SP_SET: STAINLESS STEEL ROD
 BY2462_STAMPING: A 1297 1980
 BY2462_PROJECTION: FLUSH
 BY2462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2462_ROD/PIPE-DEPTH: 6.1  meters
 BY2462
 BY2462  HISTORY     - Date     Condition        Report By
 BY2462  HISTORY     - 1980     MONUMENTED       NGS
 BY2462  HISTORY     - 1990     GOOD             USPSQD
 BY2462
 BY2462                          STATION DESCRIPTION
 BY2462
 BY2462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2462'3.3 KM SOUTH FROM PALESTINE.
 BY2462'3.3 KM. (2.05 MI.) SOUTH ALONG FARM ROAD 322 FROM THE JUNCTION OF
 BY2462'SOUTH LOOP 256 IN PALESTINE, AT THE JUNCTION OF A DIRT ROAD,
 BY2462'11.6 M. (38.0 FT.) EAST OF THE CENTERLINE OF THE FARM ROAD, 6.2 M.
 BY2462'(20.5 FT.) SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 12.0 M.
 BY2462'(39.5 FT.) SOUTH OF A TELEPHONE POLE WITH A JUNCTION BOX, 30.5 M.
 BY2462'(100 FT.) SOUTHWEST OF THE SOUTHWEST CORNER OF A STONE HOUSE, 6.4 M.
 BY2462'(21.0 FT.) SOUTHEAST OF THE SOUTH END OF A 40-CM. ROUND CONCRETE
 BY2462'CULVERT UNDER THE DIRT ROAD, 0.9 M. (3.0 FT.) EAST OF A CORNER FENCE
 BY2462'POST, 0.2 M. (0.5 FT.) NORTH OF A FENCE, 3.4 M. (11.0 FT.) WEST OF THE
 BY2462'CENTER OF A METAL PIPE FIELD GATE.  DISK IS 9 CM. BELOW GROUND, ACCESS
 BY2462'TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2462'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 BY2462'THE MARK IS 0.3 M BELOW THE ROAD.
 BY2462
 BY2462                          STATION RECOVERY (1990)
 BY2462
 BY2462'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2448 ***********************************************************************
 BY2448  DESIGNATION -  A 1298
 BY2448  PID         -  BY2448
 BY2448  STATE/COUNTY-  TX/HOUSTON
 BY2448  USGS QUAD   -  PERCILLA (1982)
 BY2448
 BY2448                         *CURRENT SURVEY CONTROL
 BY2448  ___________________________________________________________________
 BY2448* NAD 83(1986)-  31 33 31.     (N)    095 29 15.     (W)     SCALED    
 BY2448* NAVD 88     -       153.010  (meters)     502.00   (feet)  ADJUSTED  
 BY2448  ___________________________________________________________________
 BY2448  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY2448  DYNAMIC HT  -         152.820 (meters)     501.38  (feet)  COMP
 BY2448  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 BY2448
 BY2448  VERT ORDER  -  FIRST     CLASS II
 BY2448
 BY2448.The horizontal coordinates were scaled from a topographic map and have
 BY2448.an estimated accuracy of +/- 6 seconds.
 BY2448
 BY2448.The orthometric height was determined by differential leveling
 BY2448.and adjusted by the National Geodetic Survey in June 1991..
 BY2448
 BY2448.The geoid height was determined by GEOID03.
 BY2448
 BY2448.The dynamic height is computed by dividing the NAVD 88
 BY2448.geopotential number by the normal gravity value computed on the
 BY2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2448.degrees latitude (g = 980.6199 gals.).
 BY2448
 BY2448.The modeled gravity was interpolated from observed gravity values.
 BY2448
 BY2448;                    North         East    Units  Estimated Accuracy
 BY2448;SPC TX C     - 3,219,750.    1,159,900.      MT  (+/- 180 meters Scaled)
 BY2448
 BY2448                          SUPERSEDED SURVEY CONTROL
 BY2448
 BY2448.No superseded survey control is available for this station.
 BY2448
 BY2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ638941(NAD 83)
 BY2448_MARKER: DB = BENCH MARK DISK
 BY2448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2448_SP_SET: STAINLESS STEEL ROD
 BY2448_STAMPING: A 1298 1980
 BY2448_PROJECTION: FLUSH
 BY2448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2448_ROD/PIPE-DEPTH: 9.1  meters
 BY2448
 BY2448  HISTORY     - Date     Condition        Report By
 BY2448  HISTORY     - 1980     MONUMENTED       NGS
 BY2448
 BY2448                          STATION DESCRIPTION
 BY2448
 BY2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2448'8.3 KM NORTH FROM GRAPELAND.
 BY2448'8.3 KM. (5.15 MI.) NORTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY2448'FROM THE JUNCTION OF FARM ROAD 2423 IN GRAPELAND, AT THE NORTHWEST
 BY2448'CORNER OF THE PROPERTY OF LAKE WOOD ESTATES, 24.6 M. (80.7 FT.) EAST
 BY2448'OF THE CENTERLINE OF U.S. HIGHWAY 287 NORTHBOUND, 2.0 M. (6.5 FT.)
 BY2448'EAST OF A CORNER FENCE POST, 1.6 M. (5.4 FT.) EAST OF A POWERLINE
 BY2448'POLE, 10.4 M. (34.2 FT.) WEST OF A NORTH-SOUTH FENCE, 33.5 M.
 BY2448'(110 FT.) SOUTHEAST OF A DIVIDED HIGHWAY SIGN, 0.3 M. (1.0 FT.) NORTH
 BY2448'OF A FENCE.  DISK IS 7 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2448'THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2448'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BY2448'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0526 ***********************************************************************
 CT0526  DESIGNATION -  A 13
 CT0526  PID         -  CT0526
 CT0526  STATE/COUNTY-  TX/TAYLOR
 CT0526  USGS QUAD   -  ABILENE WEST (1987)
 CT0526
 CT0526                         *CURRENT SURVEY CONTROL
 CT0526  ___________________________________________________________________
 CT0526* NAD 83(1986)-  32 27 00.     (N)    099 45 11.     (W)     SCALED    
 CT0526* NAVD 88     -       524.293  (meters)    1720.12   (feet)  ADJUSTED  
 CT0526  ___________________________________________________________________
 CT0526  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CT0526  DYNAMIC HT  -         523.614 (meters)    1717.89  (feet)  COMP
 CT0526  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 CT0526
 CT0526  VERT ORDER  -  FIRST     CLASS II
 CT0526
 CT0526.The horizontal coordinates were scaled from a topographic map and have
 CT0526.an estimated accuracy of +/- 6 seconds.
 CT0526
 CT0526.The orthometric height was determined by differential leveling
 CT0526.and adjusted by the National Geodetic Survey in June 1991..
 CT0526
 CT0526.The geoid height was determined by GEOID03.
 CT0526
 CT0526.The dynamic height is computed by dividing the NAVD 88
 CT0526.geopotential number by the normal gravity value computed on the
 CT0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0526.degrees latitude (g = 980.6199 gals.).
 CT0526
 CT0526.The modeled gravity was interpolated from observed gravity values.
 CT0526
 CT0526;                    North         East    Units  Estimated Accuracy
 CT0526;SPC TXNC     - 2,087,570.      482,190.      MT  (+/- 180 meters Scaled)
 CT0526
 CT0526                          SUPERSEDED SURVEY CONTROL
 CT0526
 CT0526  NGVD 29 (??/??/92)  524.127  (m)         1719.57   (f) ADJ UNCH    1 2
 CT0526
 CT0526.Superseded values are not recommended for survey control.
 CT0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0526.See file dsdata.txt to determine how the superseded data were derived.
 CT0526
 CT0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA292905(NAD 83)
 CT0526_MARKER: P = PIPE CAP
 CT0526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0526_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0526_STAMPING: A 13 ELEV 1719.573 P T
 CT0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0526
 CT0526  HISTORY     - Date     Condition        Report By
 CT0526  HISTORY     - UNK      MONUMENTED       CGS
 CT0526  HISTORY     - 1956     GOOD             NGS
 CT0526  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT0526
 CT0526                          STATION DESCRIPTION
 CT0526
 CT0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0526'1.0 MI W FROM ABILENE.
 CT0526'1.0 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0526'ABILENE, 197 FEET EAST OF THE CENTER LINE OF CHESTER STREET, 124 FEET
 CT0526'WEST OF THE WEST END OF TRESTLE 407.7, 63.5 FEET NORTH OF THE CENTER
 CT0526'LINE OF U.S. HIGHWAY 80, 41.5 FEET SOUTH OF THE SOUTH RAIL, 2.5 FEET
 CT0526'NORTH OF THE NORTH EDGE OF A DITCH, 1.6 FEET WEST OF A WITNESS POST,
 CT0526'SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.6 FOOT
 CT0526'ABOVE THE GROUND.  THE BANK OF THE DITCH IS CAVING OFF AND THE MARK
 CT0526'WILL SOON BE DESTROYED.
 CT0526
 CT0526                          STATION RECOVERY (1982)
 CT0526
 CT0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0526'THERE HAS BEEN CONSTRUCTION WORK IN THIS AREA AND THE MARK MAY HAVE
 CT0526'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2272 ***********************************************************************
 CS2272  DESIGNATION -  A 130
 CS2272  PID         -  CS2272
 CS2272  STATE/COUNTY-  TX/PARKER
 CS2272  USGS QUAD   -  ALEDO (1981)
 CS2272
 CS2272                         *CURRENT SURVEY CONTROL
 CS2272  ___________________________________________________________________
 CS2272* NAD 83(1986)-  32 42 04.     (N)    097 37 14.     (W)     SCALED    
 CS2272* NAVD 88     -       250.948  (meters)     823.32   (feet)  ADJUSTED  
 CS2272  ___________________________________________________________________
 CS2272  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CS2272  DYNAMIC HT  -         250.646 (meters)     822.33  (feet)  COMP
 CS2272  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 CS2272
 CS2272  VERT ORDER  -  FIRST     CLASS II
 CS2272
 CS2272.The horizontal coordinates were scaled from a topographic map and have
 CS2272.an estimated accuracy of +/- 6 seconds.
 CS2272
 CS2272.The orthometric height was determined by differential leveling
 CS2272.and adjusted by the National Geodetic Survey in June 1991..
 CS2272
 CS2272.The geoid height was determined by GEOID03.
 CS2272
 CS2272.The dynamic height is computed by dividing the NAVD 88
 CS2272.geopotential number by the normal gravity value computed on the
 CS2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2272.degrees latitude (g = 980.6199 gals.).
 CS2272
 CS2272.The modeled gravity was interpolated from observed gravity values.
 CS2272
 CS2272;                    North         East    Units  Estimated Accuracy
 CS2272;SPC TXNC     - 2,115,060.      682,450.      MT  (+/- 180 meters Scaled)
 CS2272
 CS2272                          SUPERSEDED SURVEY CONTROL
 CS2272
 CS2272  NGVD 29 (??/??/92)  250.891  (m)          823.13   (f) ADJ UNCH    1 2
 CS2272
 CS2272.Superseded values are not recommended for survey control.
 CS2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2272.See file dsdata.txt to determine how the superseded data were derived.
 CS2272
 CS2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB293189(NAD 83)
 CS2272_MARKER: DB = BENCH MARK DISK
 CS2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2272_STAMPING: A 130 1951
 CS2272_MARK LOGO: CGS   
 CS2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2272+STABILITY: SURFACE MOTION
 CS2272
 CS2272  HISTORY     - Date     Condition        Report By
 CS2272  HISTORY     - 1951     MONUMENTED       CGS
 CS2272  HISTORY     - 1983     GOOD             NGS
 CS2272  HISTORY     - 20041023 GOOD             USPSQD
 CS2272  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS2272
 CS2272                          STATION DESCRIPTION
 CS2272
 CS2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS2272'1.1 MI W FROM ALEDO.
 CS2272'1.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS2272'AT ALEDO, 100 YARDS SOUTH OF A FARMHOUSE, 3 POLES WEST OF MILEPOST
 CS2272'265, 71 FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 67.6
 CS2272'FEET SOUTH OF THE SOUTH RAIL, 3 FEET NORTH OF A FENCE, 5 FEET EAST OF
 CS2272'A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CS2272'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CS2272
 CS2272                          STATION RECOVERY (1983)
 CS2272
 CS2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2272'RECOVERED IN GOOD CONDITION.
 CS2272
 CS2272                          STATION RECOVERY (2004)
 CS2272
 CS2272'RECOVERY NOTE BY US POWER SQUADRON 2004 (TGC)
 CS2272'RECOVERED IN GOOD CONDITION.
 CS2272
 CS2272                          STATION RECOVERY (2005)
 CS2272
 CS2272'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 CS2272'EXTENSIVE CABLE OPTICS WORK IN THIS AREA, BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1169 ***********************************************************************
 BZ1169  DESIGNATION -  A 1300
 BZ1169  PID         -  BZ1169
 BZ1169  STATE/COUNTY-  TX/HILL
 BZ1169  USGS QUAD   -  HUBBARD (1978)
 BZ1169
 BZ1169                         *CURRENT SURVEY CONTROL
 BZ1169  ___________________________________________________________________
 BZ1169* NAD 83(1986)-  31 50 49.     (N)    096 47 43.     (W)     SCALED    
 BZ1169* NAVD 88     -       192.762  (meters)     632.42   (feet)  ADJUSTED  
 BZ1169  ___________________________________________________________________
 BZ1169  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BZ1169  DYNAMIC HT  -         192.532 (meters)     631.67  (feet)  COMP
 BZ1169  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 BZ1169  OBS GRAVITY -     979,433.6   (mgal)                       GRAV_OBS
 BZ1169
 BZ1169  VERT ORDER  -  FIRST     CLASS II
 BZ1169
 BZ1169.The horizontal coordinates were scaled from a topographic map and have
 BZ1169.an estimated accuracy of +/- 6 seconds.
 BZ1169
 BZ1169.The orthometric height was determined by differential leveling
 BZ1169.and adjusted by the National Geodetic Survey in June 1991..
 BZ1169
 BZ1169.The geoid height was determined by GEOID03.
 BZ1169
 BZ1169.The dynamic height is computed by dividing the NAVD 88
 BZ1169.geopotential number by the normal gravity value computed on the
 BZ1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1169.degrees latitude (g = 980.6199 gals.).
 BZ1169
 BZ1169.The modeled gravity was interpolated from observed gravity values.
 BZ1169.The observed gravity was obtained from relative gravimeter ties
 BZ1169.to the IGSN71 gravity network.
 BZ1169
 BZ1169;                    North         East    Units  Estimated Accuracy
 BZ1169;SPC TXNC     - 2,021,300.      761,360.      MT  (+/- 180 meters Scaled)
 BZ1169
 BZ1169                          SUPERSEDED SURVEY CONTROL
 BZ1169
 BZ1169.No superseded survey control is available for this station.
 BZ1169
 BZ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA086255(NAD 83)
 BZ1169_MARKER: I = METAL ROD
 BZ1169_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1169_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1169_STAMPING: A 1300 1980
 BZ1169_PROJECTION: FLUSH
 BZ1169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1169+STABILITY: POSITION/ELEVATION WELL
 BZ1169_ROD/PIPE-DEPTH: 13.1 meters
 BZ1169_SLEEVE-DEPTH  : 12.2 meters
 BZ1169
 BZ1169  HISTORY     - Date     Condition        Report By
 BZ1169  HISTORY     - 1980     MONUMENTED       NGS
 BZ1169  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1169  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1169  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 BZ1169
 BZ1169                          STATION DESCRIPTION
 BZ1169
 BZ1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1169'IN HUBBARD.
 BZ1169'IN HUBBARD, AT THE INTERSECTION OF MAGNOLIA STREET (STATE HIGHWAY 171)
 BZ1169'AND SECOND STREET, AT THE SOUTHEAST CORNER OF THE CITY HALL, 25.6 M.
 BZ1169'(84.0 FT.) SOUTHEAST OF THE EAST CURB OF SECOND STREET, 22.8 M.
 BZ1169'(74.8 FT.) EAST OF A FLAGPOLE, 21.5 M. (70.5 FT.) NORTHEAST OF THE
 BZ1169'CENTERLINE OF MAGNOLIA STREET, 10.5 M. (34.5 FT.) NORTH OF A LIGHT
 BZ1169'POLE, 6.0 M. (19.7 FT.) NORTHWEST OF THE WEST FACE OF THE BUILDING AT
 BZ1169'114 MAGNOLIA STREET, 2.9 M. (9.5 FT.) SOUTHWEST OF THE SOUTHEAST
 BZ1169'CORNER OF THE CITY HALL.  DATUM POINT IS 5 CM. BELOW GROUND, ACCESS TO
 BZ1169'WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1169'THE MARK IS ABOVE LEVEL WITH THE STREET.
 BZ1169
 BZ1169                          STATION RECOVERY (1995)
 BZ1169
 BZ1169'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1169'MARK NOT FOUND.
 BZ1169
 BZ1169                          STATION RECOVERY (2002)
 BZ1169
 BZ1169'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 BZ1169'MARK NOT FOUND.
 BZ1169
 BZ1169                          STATION RECOVERY (2003)
 BZ1169
 BZ1169'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ1169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1051 ***********************************************************************
 BZ1051  DESIGNATION -  A 1301
 BZ1051  PID         -  BZ1051
 BZ1051  STATE/COUNTY-  TX/HILL
 BZ1051  USGS QUAD   -  PEORIA (1976)
 BZ1051
 BZ1051                         *CURRENT SURVEY CONTROL
 BZ1051  ___________________________________________________________________
 BZ1051* NAD 83(1986)-  31 59 53.     (N)    097 07 53.     (W)     SCALED    
 BZ1051* NAVD 88     -       182.147  (meters)     597.59   (feet)  ADJUSTED  
 BZ1051  ___________________________________________________________________
 BZ1051  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BZ1051  DYNAMIC HT  -         181.922 (meters)     596.86  (feet)  COMP
 BZ1051  MODELED GRAV-     979,403.2   (mgal)                       NAVD 88
 BZ1051  OBS GRAVITY -     979,407.4   (mgal)                       GRAV_OBS
 BZ1051
 BZ1051  VERT ORDER  -  FIRST     CLASS II
 BZ1051
 BZ1051.The horizontal coordinates were scaled from a topographic map and have
 BZ1051.an estimated accuracy of +/- 6 seconds.
 BZ1051
 BZ1051.The orthometric height was determined by differential leveling
 BZ1051.and adjusted by the National Geodetic Survey in June 1991..
 BZ1051
 BZ1051.The geoid height was determined by GEOID03.
 BZ1051
 BZ1051.The dynamic height is computed by dividing the NAVD 88
 BZ1051.geopotential number by the normal gravity value computed on the
 BZ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1051.degrees latitude (g = 980.6199 gals.).
 BZ1051
 BZ1051.The modeled gravity was interpolated from observed gravity values.
 BZ1051.The observed gravity was obtained from relative gravimeter ties
 BZ1051.to the IGSN71 gravity network.
 BZ1051
 BZ1051;                    North         East    Units  Estimated Accuracy
 BZ1051;SPC TXNC     - 2,037,590.      729,330.      MT  (+/- 180 meters Scaled)
 BZ1051
 BZ1051                          SUPERSEDED SURVEY CONTROL
 BZ1051
 BZ1051.No superseded survey control is available for this station.
 BZ1051
 BZ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA765417(NAD 83)
 BZ1051_MARKER: I = METAL ROD
 BZ1051_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1051_SP_SET: STAINLESS STEEL ROD
 BZ1051_STAMPING: A 1301 1980
 BZ1051_PROJECTION: FLUSH
 BZ1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1051_ROD/PIPE-DEPTH: 6.4  meters
 BZ1051
 BZ1051  HISTORY     - Date     Condition        Report By
 BZ1051  HISTORY     - 1980     MONUMENTED       NGS
 BZ1051  HISTORY     - 19990220 GOOD             USPSQD
 BZ1051  HISTORY     - 20031011 GOOD             USPSQD
 BZ1051
 BZ1051                          STATION DESCRIPTION
 BZ1051
 BZ1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1051'1.6 KM SOUTH FROM HILLSBORO.
 BZ1051'1.6 KM. (1.0 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ1051'COURTHOUSE IN HILLSBORO, AT THE JUNCTION OF THOMAS STREET, AT THE WEST
 BZ1051'EDGE OF THE FRONT LAWN OF MR. SUTTONS RESIDENCE AT 703 ABBOTT AVENUE,
 BZ1051'14.8 M. (48.7 FT.) EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY 77 AND
 BZ1051'81 NORTHBOUND (ABBOTT AVENUE), 30.0 M. (98.7 FT.) SOUTH-SOUTHEAST OF
 BZ1051'THE CENTERLINE OF THOMAS STREET, 12.0 M. (39.0 FT.) WEST-SOUTHWEST OF
 BZ1051'THE SOUTHWEST CORNER OF A SMALL FRAME HOUSE, 1.3 M. (4.4 FT.)
 BZ1051'SOUTH-SOUTHEAST OF THE SOUTH EDGE OF A CEMENT WALK LEADING TO THE
 BZ1051'RESIDENCE, 7.6 M. (25.0 FT.) WEST-NORTHWEST OF 30-CM. CEDAR TREE,
 BZ1051'13.0 M. (43.0 FT.) NORTH-NORTHWEST OF A POWERLINE POLE, 0.85 M.
 BZ1051'(2.8 FT.) EAST-NORTHEAST OF A 60-CM. BY 60-CM. TRAILER PARK OFFICE
 BZ1051'SIGN, 10.0 M. (33.0 FT.) SOUTHEAST OF THE SOUTHERNMOST ONE OF THREE
 BZ1051'BRICK COLUMNS OF AN OLD SERVICE STATION CONVERTED TO A BARBER SHOP.
 BZ1051'DATUM POINT IS 5 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BZ1051'13-CM. LOGO CAP.
 BZ1051'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ1051
 BZ1051                          STATION RECOVERY (1999)
 BZ1051
 BZ1051'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1051'RECOVERED IN GOOD CONDITION.
 BZ1051
 BZ1051                          STATION RECOVERY (2003)
 BZ1051
 BZ1051'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1078 ***********************************************************************
 BZ1078  DESIGNATION -  A 1302
 BZ1078  PID         -  BZ1078
 BZ1078  STATE/COUNTY-  TX/MCLENNAN
 BZ1078  USGS QUAD   -  ELM MOTT (1975)
 BZ1078
 BZ1078                         *CURRENT SURVEY CONTROL
 BZ1078  ___________________________________________________________________
 BZ1078* NAD 83(1986)-  31 38 21.     (N)    097 05 48.     (W)     SCALED    
 BZ1078* NAVD 88     -       154.065  (meters)     505.46   (feet)  ADJUSTED  
 BZ1078  ___________________________________________________________________
 BZ1078  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BZ1078  DYNAMIC HT  -         153.873 (meters)     504.83  (feet)  COMP
 BZ1078  MODELED GRAV-     979,391.9   (mgal)                       NAVD 88
 BZ1078
 BZ1078  VERT ORDER  -  FIRST     CLASS II
 BZ1078
 BZ1078.The horizontal coordinates were scaled from a topographic map and have
 BZ1078.an estimated accuracy of +/- 6 seconds.
 BZ1078
 BZ1078.The orthometric height was determined by differential leveling
 BZ1078.and adjusted by the National Geodetic Survey in June 1991..
 BZ1078
 BZ1078.The geoid height was determined by GEOID03.
 BZ1078
 BZ1078.The dynamic height is computed by dividing the NAVD 88
 BZ1078.geopotential number by the normal gravity value computed on the
 BZ1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1078.degrees latitude (g = 980.6199 gals.).
 BZ1078
 BZ1078.The modeled gravity was interpolated from observed gravity values.
 BZ1078
 BZ1078;                    North         East    Units  Estimated Accuracy
 BZ1078;SPC TX C     - 3,223,130.    1,006,970.      MT  (+/- 180 meters Scaled)
 BZ1078
 BZ1078                          SUPERSEDED SURVEY CONTROL
 BZ1078
 BZ1078.No superseded survey control is available for this station.
 BZ1078
 BZ1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA804020(NAD 83)
 BZ1078_MARKER: DB = BENCH MARK DISK
 BZ1078_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1078_SP_SET: OVERPASS PIER
 BZ1078_STAMPING: A 1302 1980
 BZ1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1078
 BZ1078  HISTORY     - Date     Condition        Report By
 BZ1078  HISTORY     - 1980     MONUMENTED       NGS
 BZ1078  HISTORY     - 19910511 GOOD             USPSQD
 BZ1078  HISTORY     - 19950715 GOOD             USPSQD
 BZ1078  HISTORY     - 20010317 GOOD             USPSQD
 BZ1078  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1078
 BZ1078                          STATION DESCRIPTION
 BZ1078
 BZ1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1078'3.9 KM SSE FROM ELM MOTT.
 BZ1078'2.5 KM. (1.55 MI.) SOUTH ALONG THE FRONTAGE ROAD WHICH PARALLELS THE
 BZ1078'EAST SIDE OF INTERSTATE 35 FROM THE JUNCTION OF FARM ROAD 308 IN ELM
 BZ1078'MOTT, THENCE 1.4 KM. (0.85 MI.) SOUTH-SOUTHEAST ALONG THE FRONTAGE
 BZ1078'ROAD ON THE WEST SIDE OF I-35, AT THE JUNCTION OF FARM ROAD 2417, SET
 BZ1078'VERTICALLY IN THE WEST FACE OF THE SOUTHWESTERNMOST PIER OF THE I-35
 BZ1078'SOUTH OVERPASS, 10.3 M. (33.7 FT.) SOUTH OF THE CENTERLINE OF FARM
 BZ1078'ROAD 2417 EASTBOUND, 45.7 M. (150 FT.) EAST OF A STREET LIGHT.
 BZ1078'NOTE-THE CONCRETE PIER IS 12.4 M. TALL AND IS SET IN ROCK AT A DEPTH
 BZ1078'OF 1.5 M. WITH OVER 100 TONS OF PRESSURE.
 BZ1078'THE MARK IS 2.4 M ABOVE THE ROAD.
 BZ1078
 BZ1078                          STATION RECOVERY (1991)
 BZ1078
 BZ1078'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1078'RECOVERED IN GOOD CONDITION.
 BZ1078
 BZ1078                          STATION RECOVERY (1995)
 BZ1078
 BZ1078'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1078'RECOVERED IN GOOD CONDITION.
 BZ1078
 BZ1078                          STATION RECOVERY (2001)
 BZ1078
 BZ1078'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1078'RECOVERED IN GOOD CONDITION.
 BZ1078
 BZ1078                          STATION RECOVERY (2003)
 BZ1078
 BZ1078'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ1078'STATE HIGHWAY DEPARTMENT MODIFIED PILINGS WITH A BRICK FASCIA AND
 BZ1078'MARKER IS NO LONGER ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2357 ***********************************************************************
 CS2357  DESIGNATION -  A 1303
 CS2357  PID         -  CS2357
 CS2357  STATE/COUNTY-  TX/HILL
 CS2357  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2357
 CS2357                         *CURRENT SURVEY CONTROL
 CS2357  ___________________________________________________________________
 CS2357* NAD 83(1986)-  32 00 29.     (N)    097 06 19.     (W)     SCALED    
 CS2357* NAVD 88     -       204.614  (meters)     671.30   (feet)  ADJUSTED  
 CS2357  ___________________________________________________________________
 CS2357  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CS2357  DYNAMIC HT  -         204.363 (meters)     670.48  (feet)  COMP
 CS2357  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 CS2357
 CS2357  VERT ORDER  -  FIRST     CLASS II
 CS2357
 CS2357.The horizontal coordinates were scaled from a topographic map and have
 CS2357.an estimated accuracy of +/- 6 seconds.
 CS2357
 CS2357.The orthometric height was determined by differential leveling
 CS2357.and adjusted by the National Geodetic Survey in June 1991..
 CS2357
 CS2357.The geoid height was determined by GEOID03.
 CS2357
 CS2357.The dynamic height is computed by dividing the NAVD 88
 CS2357.geopotential number by the normal gravity value computed on the
 CS2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2357.degrees latitude (g = 980.6199 gals.).
 CS2357
 CS2357.The modeled gravity was interpolated from observed gravity values.
 CS2357
 CS2357;                    North         East    Units  Estimated Accuracy
 CS2357;SPC TXNC     - 2,038,730.      731,780.      MT  (+/- 180 meters Scaled)
 CS2357
 CS2357                          SUPERSEDED SURVEY CONTROL
 CS2357
 CS2357.No superseded survey control is available for this station.
 CS2357
 CS2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA789428(NAD 83)
 CS2357_MARKER: I = METAL ROD
 CS2357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2357_SP_SET: STAINLESS STEEL ROD
 CS2357_STAMPING: A 1303 1980
 CS2357_PROJECTION: RECESSED 2 CENTIMETERS
 CS2357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2357_ROD/PIPE-DEPTH: 7.6  meters
 CS2357
 CS2357  HISTORY     - Date     Condition        Report By
 CS2357  HISTORY     - 1980     MONUMENTED       NGS
 CS2357  HISTORY     - 19950408 GOOD             USPSQD
 CS2357
 CS2357                          STATION DESCRIPTION
 CS2357
 CS2357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CS2357'3.05 KM EAST FROM HILLSBORO.
 CS2357'0.8 KM. (0.5 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 CS2357'COURTHOUSE IN HILLSBORO, THENCE 2.25 KM. (1.4 MI.) EAST ALONG STATE
 CS2357'HIGHWAY 171, AT THE W.L. CHRISTIAN RESIDENCE (1101 CORSICANA), BETWEEN
 CS2357'TWO IRONWOOD SHRUBS, 26.5 M. (87.0 FT.) NORTH OF THE CENTERLINE OF THE
 CS2357'HIGHWAY, 14.0 M. (46.0 FT.) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CS2357'CHRISTIAN RESIDENCE, 3.7 M. (12.0 FT.) EAST OF THE CENTERLINE OF A
 CS2357'PRIVATE DRIVE, 9.8 M. (32.0 FT.) NORTH OF A TELEPHONE JUNCTION BOX,
 CS2357'6.7 M. (22.0 FT.) WEST OF A PRIVATE DRIVE AT 1103 CORSICANA, 16.2 M.
 CS2357'(53.0 FT.) SOUTHWEST OF THE SOUTHWEST CORNER OF THE 1103 CORSICANA
 CS2357'RESIDENCE.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 CS2357'THROUGH A 13-CM. LOGO CAP.
 CS2357'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 CS2357
 CS2357                          STATION RECOVERY (1995)
 CS2357
 CS2357'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1105 ***********************************************************************
 BZ1105  DESIGNATION -  A 1304
 BZ1105  PID         -  BZ1105
 BZ1105  STATE/COUNTY-  TX/MCLENNAN
 BZ1105  USGS QUAD   -  BRUCEVILLE (1993)
 BZ1105
 BZ1105                         *CURRENT SURVEY CONTROL
 BZ1105  ___________________________________________________________________
 BZ1105* NAD 83(1986)-  31 20 04.     (N)    097 13 31.     (W)     SCALED    
 BZ1105* NAVD 88     -       154.894  (meters)     508.18   (feet)  ADJUSTED  
 BZ1105  ___________________________________________________________________
 BZ1105  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1105  DYNAMIC HT  -         154.693 (meters)     507.52  (feet)  COMP
 BZ1105  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BZ1105
 BZ1105  VERT ORDER  -  FIRST     CLASS II
 BZ1105
 BZ1105.The horizontal coordinates were scaled from a topographic map and have
 BZ1105.an estimated accuracy of +/- 6 seconds.
 BZ1105
 BZ1105.The orthometric height was determined by differential leveling
 BZ1105.and adjusted by the National Geodetic Survey in June 1991..
 BZ1105
 BZ1105.The geoid height was determined by GEOID03.
 BZ1105
 BZ1105.The dynamic height is computed by dividing the NAVD 88
 BZ1105.geopotential number by the normal gravity value computed on the
 BZ1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1105.degrees latitude (g = 980.6199 gals.).
 BZ1105
 BZ1105.The modeled gravity was interpolated from observed gravity values.
 BZ1105
 BZ1105;                    North         East    Units  Estimated Accuracy
 BZ1105;SPC TX C     - 3,189,020.      995,720.      MT  (+/- 180 meters Scaled)
 BZ1105
 BZ1105                          SUPERSEDED SURVEY CONTROL
 BZ1105
 BZ1105.No superseded survey control is available for this station.
 BZ1105
 BZ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV688680(NAD 83)
 BZ1105_MARKER: DB = BENCH MARK DISK
 BZ1105_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BZ1105_SP_SET: BRIDGE HEADWALL
 BZ1105_STAMPING: A 1304 1980
 BZ1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1105+STABILITY: SURFACE MOTION
 BZ1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1105+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1105
 BZ1105  HISTORY     - Date     Condition        Report By
 BZ1105  HISTORY     - 1980     MONUMENTED       NGS
 BZ1105  HISTORY     - 19910511 GOOD             USPSQD
 BZ1105  HISTORY     - 19950715 GOOD             USPSQD
 BZ1105  HISTORY     - 20010317 GOOD             USPSQD
 BZ1105  HISTORY     - 20031010 GOOD             USPSQD
 BZ1105  HISTORY     - 20050726 GOOD             USPSQD
 BZ1105
 BZ1105                          STATION DESCRIPTION
 BZ1105
 BZ1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1105'1.9 KM NORTH FROM BRUCEVILLE.
 BZ1105'1.9 KM. (1.2 MI.) NORTHEAST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 BZ1105'35 FROM THE POST OFFICE IN BRUCEVILLE, IN TOP AND 0.3 M. (1.0 FT.)
 BZ1105'EAST OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF THE FRONTAGE
 BZ1105'ROAD BRIDGE OVER SOUTH COW BAYOU, 4.7 M. (15.4 FT.) WEST OF THE
 BZ1105'CENTERLINE OF THE FRONTAGE ROAD, 0.5 M. (1.5 FT.) WEST OF THE SOUTH
 BZ1105'END OF THE WEST METAL BRIDGE GUARD RAIL.  NOTE-BRIDGE PIER IS DRILLED
 BZ1105'AND SET IN HARD LIMESTONE.
 BZ1105'THE MARK IS 0.9 M BELOW THE FRONTAGE ROAD.
 BZ1105
 BZ1105                          STATION RECOVERY (1991)
 BZ1105
 BZ1105'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1105'RECOVERED IN GOOD CONDITION.
 BZ1105
 BZ1105                          STATION RECOVERY (1995)
 BZ1105
 BZ1105'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1105'RECOVERED IN GOOD CONDITION.
 BZ1105
 BZ1105                          STATION RECOVERY (2001)
 BZ1105
 BZ1105'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ1105'RECOVERED IN GOOD CONDITION.
 BZ1105
 BZ1105                          STATION RECOVERY (2003)
 BZ1105
 BZ1105'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ1105'RECOVERED IN GOOD CONDITION.
 BZ1105
 BZ1105                          STATION RECOVERY (2005)
 BZ1105
 BZ1105'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1110 ***********************************************************************
 BZ1110  DESIGNATION -  A 1305
 BZ1110  PID         -  BZ1110
 BZ1110  STATE/COUNTY-  TX/FALLS
 BZ1110  USGS QUAD   -  MOODY (1993)
 BZ1110
 BZ1110                         *CURRENT SURVEY CONTROL
 BZ1110  ___________________________________________________________________
 BZ1110* NAD 83(1986)-  31 17 10.     (N)    097 15 18.     (W)     SCALED    
 BZ1110* NAVD 88     -       208.451  (meters)     683.89   (feet)  ADJUSTED  
 BZ1110  ___________________________________________________________________
 BZ1110  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BZ1110  DYNAMIC HT  -         208.179 (meters)     683.00  (feet)  COMP
 BZ1110  MODELED GRAV-     979,331.1   (mgal)                       NAVD 88
 BZ1110  OBS GRAVITY -     979,331.9   (mgal)                       GRAV_OBS
 BZ1110
 BZ1110  VERT ORDER  -  FIRST     CLASS II
 BZ1110
 BZ1110.The horizontal coordinates were scaled from a topographic map and have
 BZ1110.an estimated accuracy of +/- 6 seconds.
 BZ1110
 BZ1110.The orthometric height was determined by differential leveling
 BZ1110.and adjusted by the National Geodetic Survey in June 1991..
 BZ1110
 BZ1110.The geoid height was determined by GEOID03.
 BZ1110
 BZ1110.The dynamic height is computed by dividing the NAVD 88
 BZ1110.geopotential number by the normal gravity value computed on the
 BZ1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1110.degrees latitude (g = 980.6199 gals.).
 BZ1110
 BZ1110.The modeled gravity was interpolated from observed gravity values.
 BZ1110.The observed gravity was obtained from relative gravimeter ties
 BZ1110.to the IGSN71 gravity network.
 BZ1110
 BZ1110;                    North         East    Units  Estimated Accuracy
 BZ1110;SPC TX C     - 3,183,580.      993,040.      MT  (+/- 180 meters Scaled)
 BZ1110
 BZ1110                          SUPERSEDED SURVEY CONTROL
 BZ1110
 BZ1110.No superseded survey control is available for this station.
 BZ1110
 BZ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV661626(NAD 83)
 BZ1110_MARKER: I = METAL ROD
 BZ1110_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1110_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1110_STAMPING: A 1305 1980
 BZ1110_PROJECTION: RECESSED 3 CENTIMETERS
 BZ1110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1110+STABILITY: POSITION/ELEVATION WELL
 BZ1110_ROD/PIPE-DEPTH: 10.1 meters
 BZ1110_SLEEVE-DEPTH  : 8.5 meters
 BZ1110
 BZ1110  HISTORY     - Date     Condition        Report By
 BZ1110  HISTORY     - 1980     MONUMENTED       NGS
 BZ1110  HISTORY     - 19910511 GOOD             USPSQD
 BZ1110  HISTORY     - 20010317 GOOD             USPSQD
 BZ1110
 BZ1110                          STATION DESCRIPTION
 BZ1110
 BZ1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1110'1.0 KM SW FROM EDDY.
 BZ1110'1.0 KM. (0.6 MI.) SOUTHWEST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BZ1110'35 FROM THE JUNCTION OF FARM ROAD 107 AND TEXAS HIGHWAY 7 IN EDDY, AT
 BZ1110'THE NORTHEAST END OF THE NORTHEAST BRICKWALL AT THE MAIN ENTRANCE OF
 BZ1110'THE EDDY CEMETERY, 39.2 M. (128.6 FT.) SOUTHEAST OF THE SOUTHEAST RAIL
 BZ1110'FROM THE CENTER OF THE CROSSING OF THE MISSOURI KANSAS TEXAS RAILROAD,
 BZ1110'9.3 M. (30.6 FT.) NORTHEAST OF THE CENTER OF THE DRIVE AT THE MAIN
 BZ1110'ENTRANCE OF THE CEMETERY, 0.9 M. (2.8 FT.) NORTHWEST OF THE NORTHWEST
 BZ1110'FACE OF THE BRICKWALL, 1.0 M. (3.3 FT.) WEST OF THE NORTHERNMOST
 BZ1110'CORNER OF THE BRICKWALL.  DATUM POINT IS 12 CM. BELOW GROUND, ACCESS
 BZ1110'TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1110'THE MARK IS 1.0 M BELOW THE TRACKS.
 BZ1110
 BZ1110                          STATION RECOVERY (1991)
 BZ1110
 BZ1110'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1110'RECOVERED IN GOOD CONDITION.
 BZ1110
 BZ1110                          STATION RECOVERY (2001)
 BZ1110
 BZ1110'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0807 ***********************************************************************
 BM0807  DESIGNATION -  A 1306
 BM0807  PID         -  BM0807
 BM0807  STATE/COUNTY-  TX/TRAVIS
 BM0807  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0807
 BM0807                         *CURRENT SURVEY CONTROL
 BM0807  ___________________________________________________________________
 BM0807* NAD 83(1986)-  30 27 22.     (N)    097 40 00.     (W)     SCALED    
 BM0807* NAVD 88     -       255.660  (meters)     838.78   (feet)  ADJUSTED  
 BM0807  ___________________________________________________________________
 BM0807  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BM0807  DYNAMIC HT  -         255.313 (meters)     837.64  (feet)  COMP
 BM0807  MODELED GRAV-     979,277.6   (mgal)                       NAVD 88
 BM0807
 BM0807  VERT ORDER  -  FIRST     CLASS II
 BM0807
 BM0807.The horizontal coordinates were scaled from a topographic map and have
 BM0807.an estimated accuracy of +/- 6 seconds.
 BM0807
 BM0807.The orthometric height was determined by differential leveling
 BM0807.and adjusted by the National Geodetic Survey in June 1991..
 BM0807
 BM0807.The geoid height was determined by GEOID03.
 BM0807
 BM0807.The dynamic height is computed by dividing the NAVD 88
 BM0807.geopotential number by the normal gravity value computed on the
 BM0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0807.degrees latitude (g = 980.6199 gals.).
 BM0807
 BM0807.The modeled gravity was interpolated from observed gravity values.
 BM0807
 BM0807;                    North         East    Units  Estimated Accuracy
 BM0807;SPC TX C     - 3,090,580.      956,070.      MT  (+/- 180 meters Scaled)
 BM0807
 BM0807                          SUPERSEDED SURVEY CONTROL
 BM0807
 BM0807.No superseded survey control is available for this station.
 BM0807
 BM0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU280700(NAD 83)
 BM0807_MARKER: DB = BENCH MARK DISK
 BM0807_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0807_SP_SET: OVERPASS PIER
 BM0807_STAMPING: A 1306 1980
 BM0807_MARK LOGO: NGS   
 BM0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0807
 BM0807  HISTORY     - Date     Condition        Report By
 BM0807  HISTORY     - 1980     MONUMENTED       NGS
 BM0807  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0807  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 BM0807
 BM0807                          STATION DESCRIPTION
 BM0807
 BM0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0807'6.7 KM (4.2 MI) SOUTH FROM ROUND ROCK.
 BM0807'3.5 KM (2.2 MI) SOUTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE JUNCTION
 BM0807'OF RANCH ROAD 620 WEST IN ROUND ROCK, THENCE 3.2 KM (2.0 MI) SOUTH
 BM0807'ALONG THE WEST FRONTAGE ROAD OF INTERSTATE 35, AT THE JUNCTION OF FARM
 BM0807'ROAD 1825, 7.7 METERS (25.3 FT) SOUTH OF THE CENTERLINE OF THE FARM
 BM0807'ROAD, SET VERTICALLY IN THE WEST FACE OF THE SOUTHWESTERNMOST PIER OF
 BM0807'THE INTERSTATE 35 SOUTHBOUND OVERPASS OVER THE FARM ROAD.  NOTE-THESE
 BM0807'PIERS ARE DRILLED INTO AUSTIN CHALK.
 BM0807'THE MARK IS 1.8 M ABOVE FARM ROAD 1825.
 BM0807
 BM0807                          STATION RECOVERY (1990)
 BM0807
 BM0807'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0807'MARK NOT FOUND.
 BM0807
 BM0807                          STATION RECOVERY (1995)
 BM0807
 BM0807'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0760 ***********************************************************************
 BM0760  DESIGNATION -  A 1307
 BM0760  PID         -  BM0760
 BM0760  STATE/COUNTY-  TX/TRAVIS
 BM0760  USGS QUAD   -  OAK HILL (1988)
 BM0760
 BM0760                         *CURRENT SURVEY CONTROL
 BM0760  ___________________________________________________________________
 BM0760* NAD 83(1986)-  30 11 53.     (N)    097 46 35.     (W)     SCALED    
 BM0760* NAVD 88     -       202.628  (meters)     664.79   (feet)  ADJUSTED  
 BM0760  ___________________________________________________________________
 BM0760  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0760  DYNAMIC HT  -         202.349 (meters)     663.87  (feet)  COMP
 BM0760  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 BM0760
 BM0760  VERT ORDER  -  FIRST     CLASS II
 BM0760
 BM0760.The horizontal coordinates were scaled from a topographic map and have
 BM0760.an estimated accuracy of +/- 6 seconds.
 BM0760
 BM0760.The orthometric height was determined by differential leveling
 BM0760.and adjusted by the National Geodetic Survey in June 1991..
 BM0760
 BM0760.The geoid height was determined by GEOID03.
 BM0760
 BM0760.The dynamic height is computed by dividing the NAVD 88
 BM0760.geopotential number by the normal gravity value computed on the
 BM0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0760.degrees latitude (g = 980.6199 gals.).
 BM0760
 BM0760.The modeled gravity was interpolated from observed gravity values.
 BM0760
 BM0760;                    North         East    Units  Estimated Accuracy
 BM0760;SPC TX C     - 3,061,740.      946,190.      MT  (+/- 180 meters Scaled)
 BM0760
 BM0760                          SUPERSEDED SURVEY CONTROL
 BM0760
 BM0760.No superseded survey control is available for this station.
 BM0760
 BM0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU177413(NAD 83)
 BM0760_MARKER: I = METAL ROD
 BM0760_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0760_SP_SET: STAINLESS STEEL ROD
 BM0760_STAMPING: A 1307 1980
 BM0760_MARK LOGO: NGS   
 BM0760_PROJECTION: RECESSED 3 CENTIMETERS
 BM0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0760_ROD/PIPE-DEPTH: 4.2  meters
 BM0760
 BM0760  HISTORY     - Date     Condition        Report By
 BM0760  HISTORY     - 1980     MONUMENTED       NGS
 BM0760  HISTORY     - 1990     GOOD             USPSQD
 BM0760  HISTORY     - 19910116 GOOD             USPSQD
 BM0760  HISTORY     - 19950725 GOOD             USPSQD
 BM0760  HISTORY     - 20030607 GOOD             USPSQD
 BM0760  HISTORY     - 20050213 GOOD             USPSQD
 BM0760
 BM0760                          STATION DESCRIPTION
 BM0760
 BM0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0760'2.9 KM (1.85 MI) SW FROM AUSTIN.
 BM0760'2.9 KM (1.85 MI) SOUTHWEST ALONG CONGRESS AVENUE FROM THE JUNCTION OF
 BM0760'BEN WHITE BOULEVARD IN AUSTIN, AT A TRIANGLE BETWEEN STREETS LEADING
 BM0760'TO THE PLEASANT HILL SCHOOL, 12.5 METERS (41.0 FT) SOUTHEAST OF THE
 BM0760'CENTERLINE OF CONGRESS AVENUE, 14.6 METERS (48.0 FT) SOUTHWEST OF THE
 BM0760'CENTERLINE OF NORTH BLUFF DRIVE, 26.8 METERS (88.0 FT) WEST-NORTHWEST
 BM0760'OF THE CENTERLINE OF CIRCLE S ROAD, 15.4 METERS (50.5 FT) WEST OF A
 BM0760'LIGHT POLE WITH TWO STREET LIGHTS, 0.8 METER (2.6 FT) SOUTHWEST OF A
 BM0760'LIGHT POLE AT THE SOUTHEAST EDGE OF CONGRESS AVENUE.  NOTE-ROD DRIVEN
 BM0760'TO REFUSAL.
 BM0760'THE MARK IS 0.15 M ABOVE CONGRESS AVENUE.
 BM0760
 BM0760                          STATION RECOVERY (1990)
 BM0760
 BM0760'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0760'RECOVERED IN GOOD CONDITION.
 BM0760
 BM0760                          STATION RECOVERY (1991)
 BM0760
 BM0760'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0760'RECOVERED IN GOOD CONDITION.
 BM0760
 BM0760                          STATION RECOVERY (1995)
 BM0760
 BM0760'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0760'RECOVERED IN GOOD CONDITION.
 BM0760
 BM0760                          STATION RECOVERY (2003)
 BM0760
 BM0760'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0760'RECOVERED IN GOOD CONDITION.
 BM0760
 BM0760                          STATION RECOVERY (2005)
 BM0760
 BM0760'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1573 ***********************************************************************
 AY1573  DESIGNATION -  A 1308
 AY1573  PID         -  AY1573
 AY1573  STATE/COUNTY-  TX/COMAL
 AY1573  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY1573
 AY1573                         *CURRENT SURVEY CONTROL
 AY1573  ___________________________________________________________________
 AY1573* NAD 83(1986)-  29 44 49.     (N)    098 03 32.     (W)     SCALED    
 AY1573* NAVD 88     -       233.163  (meters)     764.97   (feet)  ADJUSTED  
 AY1573  ___________________________________________________________________
 AY1573  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AY1573  DYNAMIC HT  -         232.831 (meters)     763.88  (feet)  COMP
 AY1573  MODELED GRAV-     979,214.4   (mgal)                       NAVD 88
 AY1573
 AY1573  VERT ORDER  -  FIRST     CLASS II
 AY1573
 AY1573.The horizontal coordinates were scaled from a topographic map and have
 AY1573.an estimated accuracy of +/- 6 seconds.
 AY1573
 AY1573.The orthometric height was determined by differential leveling
 AY1573.and adjusted by the National Geodetic Survey in June 1991..
 AY1573
 AY1573.The geoid height was determined by GEOID03.
 AY1573
 AY1573.The dynamic height is computed by dividing the NAVD 88
 AY1573.geopotential number by the normal gravity value computed on the
 AY1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1573.degrees latitude (g = 980.6199 gals.).
 AY1573
 AY1573.The modeled gravity was interpolated from observed gravity values.
 AY1573
 AY1573;                    North         East    Units  Estimated Accuracy
 AY1573;SPC TXSC     - 4,212,450.      691,020.      MT  (+/- 180 meters Scaled)
 AY1573
 AY1573                          SUPERSEDED SURVEY CONTROL
 AY1573
 AY1573.No superseded survey control is available for this station.
 AY1573
 AY1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT909911(NAD 83)
 AY1573_MARKER: I = METAL ROD
 AY1573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1573_SP_SET: STAINLESS STEEL ROD
 AY1573_STAMPING: A 1308 1980
 AY1573_MARK LOGO: NGS   
 AY1573_PROJECTION: FLUSH
 AY1573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1573+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AY1573_ROD/PIPE-DEPTH: 6.6  meters
 AY1573
 AY1573  HISTORY     - Date     Condition        Report By
 AY1573  HISTORY     - 1980     MONUMENTED       NGS
 AY1573  HISTORY     - 1989     GOOD             USPSQD
 AY1573  HISTORY     - 1990     GOOD             USPSQD
 AY1573  HISTORY     - 1990     GOOD             USPSQD
 AY1573  HISTORY     - 19930808 GOOD             USPSQD
 AY1573  HISTORY     - 20030517 GOOD             USPSQD
 AY1573  HISTORY     - 20030517 GOOD             USPSQD
 AY1573  HISTORY     - 20060719 GOOD             USPSQD
 AY1573
 AY1573                          STATION DESCRIPTION
 AY1573
 AY1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1573'3.1 KM (1.9 MI) NE FROM NEW BRAUNFELS.
 AY1573'3.1 KM (1.9 MI) NORTHEAST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1573'35 FROM THE JUNCTION OF FARM ROADS 306 AND 483 AT THE NORTHEAST EDGE
 AY1573'OF NEW BRAUNFELS, AT THE CONRAD ROAD OVERPASS OVER INTERSTATE 35,
 AY1573'20.3 METERS (66.7 FT) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 AY1573'21.0 METERS (69.0 FT) SOUTH OF THE SOUTH END OF THE WEST OVERPASS
 AY1573'BRIDGE ABUTMENT, 0.3 METER (1.0 FT) NORTH OF A FENCE, 6.6 METERS
 AY1573'(21.6 FT) WEST OF A CORNER FENCE POST, 1.2 METERS (4.0 FT) EAST OF A
 AY1573'GUYED POWERLINE POLE.  NOTE-ROD DRIVEN TO REFUSAL.
 AY1573'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AY1573'THE MARK IS 0.7 M ABOVE THE FRONTAGE ROAD.
 AY1573
 AY1573                          STATION RECOVERY (1989)
 AY1573
 AY1573'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1573'RECOVERED IN GOOD CONDITION.
 AY1573
 AY1573                          STATION RECOVERY (1990)
 AY1573
 AY1573'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1573'RECOVERED IN GOOD CONDITION.
 AY1573
 AY1573                          STATION RECOVERY (1990)
 AY1573
 AY1573'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AY1573'RECOVERED IN GOOD CONDITION.
 AY1573
 AY1573                          STATION RECOVERY (1993)
 AY1573
 AY1573'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1573'RECOVERED IN GOOD CONDITION.
 AY1573
 AY1573                          STATION RECOVERY (2003)
 AY1573
 AY1573'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 AY1573'RECOVERED IN GOOD CONDITION.
 AY1573
 AY1573                          STATION RECOVERY (2003)
 AY1573
 AY1573'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 AY1573'STATION DESCRIPTION REMOVE 6.6 METERS (21.6FT) WEST OF A CORNER FENCE
 AY1573'POST, 1.2 METERS 94.0FT) EAST OF A GUYED POWERLINE POLE,.  REPLACE
 AY1573'WITH  22 FT. WEST OF A GUYED POWERLINE POLE, 9.5 FT WEST OF A FIRE
 AY1573'HYDRANT.
 AY1573
 AY1573                          STATION RECOVERY (2006)
 AY1573
 AY1573'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1546 ***********************************************************************
 AY1546  DESIGNATION -  A 1309
 AY1546  PID         -  AY1546
 AY1546  STATE/COUNTY-  TX/GUADALUPE
 AY1546  USGS QUAD   -  SCHERTZ (1992)
 AY1546
 AY1546                         *CURRENT SURVEY CONTROL
 AY1546  ___________________________________________________________________
 AY1546* NAD 83(1986)-  29 35 09.     (N)    098 18 14.     (W)     SCALED    
 AY1546* NAVD 88     -       230.388  (meters)     755.86   (feet)  ADJUSTED  
 AY1546  ___________________________________________________________________
 AY1546  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY1546  DYNAMIC HT  -         230.052 (meters)     754.76  (feet)  COMP
 AY1546  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 AY1546
 AY1546  VERT ORDER  -  FIRST     CLASS II
 AY1546
 AY1546.The horizontal coordinates were scaled from a topographic map and have
 AY1546.an estimated accuracy of +/- 6 seconds.
 AY1546
 AY1546.The orthometric height was determined by differential leveling
 AY1546.and adjusted by the National Geodetic Survey in June 1991..
 AY1546
 AY1546.The geoid height was determined by GEOID03.
 AY1546
 AY1546.The dynamic height is computed by dividing the NAVD 88
 AY1546.geopotential number by the normal gravity value computed on the
 AY1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1546.degrees latitude (g = 980.6199 gals.).
 AY1546
 AY1546.The modeled gravity was interpolated from observed gravity values.
 AY1546
 AY1546;                    North         East    Units  Estimated Accuracy
 AY1546;SPC TXSC     - 4,194,420.      667,430.      MT  (+/- 180 meters Scaled)
 AY1546
 AY1546                          SUPERSEDED SURVEY CONTROL
 AY1546
 AY1546.No superseded survey control is available for this station.
 AY1546
 AY1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT674730(NAD 83)
 AY1546_MARKER: DB = BENCH MARK DISK
 AY1546_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1546_SP_SET: BRIDGE PIER
 AY1546_STAMPING: A 1309 1980
 AY1546_MARK LOGO: NGS   
 AY1546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1546
 AY1546  HISTORY     - Date     Condition        Report By
 AY1546  HISTORY     - 1980     MONUMENTED       NGS
 AY1546  HISTORY     - 1989     GOOD             USPSQD
 AY1546  HISTORY     - 1990     GOOD             USPSQD
 AY1546  HISTORY     - 1990     GOOD             USPSQD
 AY1546  HISTORY     - 1991     GOOD             USPSQD
 AY1546  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY1546  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1546
 AY1546                          STATION DESCRIPTION
 AY1546
 AY1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1546'21.2 KM (13.15 MI) SW FROM SWW BRAUNFELS.
 AY1546'21.2 KM (13.15 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF
 AY1546'INTERSTATE 35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW
 AY1546'BRAUNFELS, AT THE GUADALUPE-BEXAR COUNTY LINE, IN TOP OF THE NORTHWEST
 AY1546'END OF THE NORTHEAST ABUTMENT OF THE INTERSTATE 35 SOUTHBOUND BRIDGE
 AY1546'OVER CIBOLO CREEK, 7.3 METERS (24.1 FT) WEST-NORTHWEST OF THE
 AY1546'CENTERLINE OF THE INTERSTATE, 0.4 METER (1.5 FT) WEST-NORTHWEST OF A
 AY1546'METAL GUARDRAIL, 0.6 METER (2.0 FT) SOUTHWEST OF A HIGHWAY REFLECTOR
 AY1546'POST, 17.4 METERS (57.0 FT) SOUTH OF A BEXAR COUNTY LINE SIGN.
 AY1546'NOTE-BRIDGE PIERS ARE DRILLED INTO HARD LIMESTONE.
 AY1546'THE MARK IS 0.15 M ABOVE THE INTERSTATE.
 AY1546
 AY1546                          STATION RECOVERY (1989)
 AY1546
 AY1546'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1546'RECOVERED IN GOOD CONDITION.
 AY1546
 AY1546                          STATION RECOVERY (1990)
 AY1546
 AY1546'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1546'RECOVERED IN GOOD CONDITION.
 AY1546
 AY1546                          STATION RECOVERY (1990)
 AY1546
 AY1546'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1546'RECOVERED IN GOOD CONDITION.
 AY1546
 AY1546                          STATION RECOVERY (1991)
 AY1546
 AY1546'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1546'RECOVERED IN GOOD CONDITION.
 AY1546
 AY1546                          STATION RECOVERY (1999)
 AY1546
 AY1546'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1546'MARK NOT FOUND.
 AY1546
 AY1546                          STATION RECOVERY (2002)
 AY1546
 AY1546'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2305 ***********************************************************************
 CS2305  DESIGNATION -  A 131
 CS2305  PID         -  CS2305
 CS2305  STATE/COUNTY-  TX/PARKER
 CS2305  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS2305
 CS2305                         *CURRENT SURVEY CONTROL
 CS2305  ___________________________________________________________________
 CS2305* NAD 83(1986)-  32 43 03.     (N)    097 46 54.     (W)     SCALED    
 CS2305* NAVD 88     -       340.155  (meters)    1115.99   (feet)  ADJUSTED  
 CS2305  ___________________________________________________________________
 CS2305  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CS2305  DYNAMIC HT  -         339.739 (meters)    1114.63  (feet)  COMP
 CS2305  MODELED GRAV-     979,407.6   (mgal)                       NAVD 88
 CS2305
 CS2305  VERT ORDER  -  FIRST     CLASS II
 CS2305
 CS2305.The horizontal coordinates were scaled from a topographic map and have
 CS2305.an estimated accuracy of +/- 6 seconds.
 CS2305
 CS2305.The orthometric height was determined by differential leveling
 CS2305.and adjusted by the National Geodetic Survey in June 1991..
 CS2305
 CS2305.The geoid height was determined by GEOID03.
 CS2305
 CS2305.The dynamic height is computed by dividing the NAVD 88
 CS2305.geopotential number by the normal gravity value computed on the
 CS2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2305.degrees latitude (g = 980.6199 gals.).
 CS2305
 CS2305.The modeled gravity was interpolated from observed gravity values.
 CS2305
 CS2305;                    North         East    Units  Estimated Accuracy
 CS2305;SPC TXNC     - 2,116,760.      667,340.      MT  (+/- 180 meters Scaled)
 CS2305
 CS2305                          SUPERSEDED SURVEY CONTROL
 CS2305
 CS2305  NGVD 29 (??/??/92)  340.072  (m)         1115.72   (f) ADJ UNCH    1 2
 CS2305
 CS2305.Superseded values are not recommended for survey control.
 CS2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2305.See file dsdata.txt to determine how the superseded data were derived.
 CS2305
 CS2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB141206(NAD 83)
 CS2305_MARKER: DB = BENCH MARK DISK
 CS2305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2305_SP_SET: CULVERT
 CS2305_STAMPING: A 131 1952
 CS2305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2305
 CS2305  HISTORY     - Date     Condition        Report By
 CS2305  HISTORY     - 1952     MONUMENTED       CGS
 CS2305  HISTORY     - 1964     GOOD             NGS
 CS2305  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CS2305
 CS2305                          STATION DESCRIPTION
 CS2305
 CS2305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2305'3.2 MI S FROM WEATHERFORD.
 CS2305'3.2 MILES SOUTH ALONG STATE HIGHWAY 171 FROM THE COURTHOUSE AT
 CS2305'WEATHERFORD, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.1 MILE
 CS2305'NORTH OF A JUNCTION WITH A GRAVELED ROAD LEADING EAST, 300 YARDS
 CS2305'NORTHEAST OF A WHITE HOUSE, SET IN THE TOP OF THE NORTH END OF THE
 CS2305'EAST HEADWALL OF A 4 X 4 FOOT CONCRETE CULVERT.
 CS2305
 CS2305                          STATION RECOVERY (1995)
 CS2305
 CS2305'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1518 ***********************************************************************
 AY1518  DESIGNATION -  A 1311
 AY1518  PID         -  AY1518
 AY1518  STATE/COUNTY-  TX/BEXAR
 AY1518  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1518
 AY1518                         *CURRENT SURVEY CONTROL
 AY1518  ___________________________________________________________________
 AY1518* NAD 83(1986)-  29 25 27.     (N)    098 29 41.     (W)     SCALED    
 AY1518* NAVD 88     -       197.893  (meters)     649.25   (feet)  ADJUSTED  
 AY1518  ___________________________________________________________________
 AY1518  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AY1518  DYNAMIC HT  -         197.606 (meters)     648.31  (feet)  COMP
 AY1518  MODELED GRAV-     979,189.2   (mgal)                       NAVD 88
 AY1518
 AY1518  VERT ORDER  -  FIRST     CLASS II
 AY1518
 AY1518.The horizontal coordinates were scaled from a topographic map and have
 AY1518.an estimated accuracy of +/- 6 seconds.
 AY1518
 AY1518.The orthometric height was determined by differential leveling
 AY1518.and adjusted by the National Geodetic Survey in June 1991..
 AY1518
 AY1518.The geoid height was determined by GEOID03.
 AY1518
 AY1518.The dynamic height is computed by dividing the NAVD 88
 AY1518.geopotential number by the normal gravity value computed on the
 AY1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1518.degrees latitude (g = 980.6199 gals.).
 AY1518
 AY1518.The modeled gravity was interpolated from observed gravity values.
 AY1518
 AY1518;                    North         East    Units  Estimated Accuracy
 AY1518;SPC TXSC     - 4,176,410.      649,030.      MT  (+/- 180 meters Scaled)
 AY1518
 AY1518                          SUPERSEDED SURVEY CONTROL
 AY1518
 AY1518.No superseded survey control is available for this station.
 AY1518
 AY1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT490550(NAD 83)
 AY1518_MARKER: I = METAL ROD
 AY1518_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1518_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1518_STAMPING: A 1311 1980
 AY1518_MARK LOGO: NGS   
 AY1518_PROJECTION: RECESSED 3 CENTIMETERS
 AY1518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1518+STABILITY: POSITION/ELEVATION WELL
 AY1518_ROD/PIPE-DEPTH: 12.2 meters
 AY1518_SLEEVE-DEPTH  : 9.4 meters
 AY1518
 AY1518  HISTORY     - Date     Condition        Report By
 AY1518  HISTORY     - 1980     MONUMENTED       NGS
 AY1518  HISTORY     - 1982     GOOD             NGS
 AY1518  HISTORY     - 1982     GOOD             NGS
 AY1518  HISTORY     - 19950411 GOOD             USPSQD
 AY1518  HISTORY     - 20060717 MARK NOT FOUND   USPSQD
 AY1518
 AY1518                          STATION DESCRIPTION
 AY1518
 AY1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1518'IN SAN ANTONIO.
 AY1518'IN SAN ANTONIO, AT THE INTERSECTION OF DOLOROSA STREET AND SOUTH
 AY1518'FLORES STREET, AT THE SOUTHEAST CORNER OF THE SAN ANTONIO CITY HALL,
 AY1518'29.0 METERS (95.0 FT) SOUTH OF THE EXTENDED CENTER OF THE DOORS AT THE
 AY1518'EAST ENTRANCE OF THE CITY HALL, 9.4 METERS (31.0 FT) WEST OF THE WEST
 AY1518'CURB OF SOUTH FLORES STREET, 4.9 METERS (16.0 FT) NORTH OF THE NORTH
 AY1518'EDGE OF AN EAST-WEST SIDEWALK, 9.3 METERS (30.5 FT) EAST OF BENCH MARK
 AY1518'J 962 C OF SA, 2.1 METERS (7.0 FT) SOUTHEAST OF THE SOUTHEAST FACE OF
 AY1518'THE FOUNDATION OF A FRANKLIN D. ROOSEVELT MONUMENT.
 AY1518'THE MARK IS ABOVE LEVEL WITH SOUTH FLORES STREET.
 AY1518
 AY1518                          STATION RECOVERY (1982)
 AY1518
 AY1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1518'RECOVERED IN GOOD CONDITION.
 AY1518
 AY1518                          STATION RECOVERY (1982)
 AY1518
 AY1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1518'RECOVERED IN GOOD CONDITION.
 AY1518
 AY1518                          STATION RECOVERY (1995)
 AY1518
 AY1518'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1518'RECOVERED IN GOOD CONDITION.
 AY1518
 AY1518                          STATION RECOVERY (2006)
 AY1518
 AY1518'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY1518'METAL DETECTOR AND PROBE LONGER THAN 0.25 FEET WOULD PROBABLY FIND THE
 AY1518'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0774 ***********************************************************************
 DN0774  DESIGNATION -  A 132
 DN0774  PID         -  DN0774
 DN0774  STATE/COUNTY-  TX/WISE
 DN0774  USGS QUAD   -  DECATUR (1972)
 DN0774
 DN0774                         *CURRENT SURVEY CONTROL
 DN0774  ___________________________________________________________________
 DN0774* NAD 83(1986)-  33 12 44.     (N)    097 34 02.     (W)     SCALED    
 DN0774* NAVD 88     -       314.916  (meters)    1033.19   (feet)  ADJUSTED  
 DN0774  ___________________________________________________________________
 DN0774  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DN0774  DYNAMIC HT  -         314.550 (meters)    1031.99  (feet)  COMP
 DN0774  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 DN0774
 DN0774  VERT ORDER  -  FIRST     CLASS II
 DN0774
 DN0774.The horizontal coordinates were scaled from a topographic map and have
 DN0774.an estimated accuracy of +/- 6 seconds.
 DN0774
 DN0774.The orthometric height was determined by differential leveling
 DN0774.and adjusted by the National Geodetic Survey in June 1991..
 DN0774
 DN0774.The geoid height was determined by GEOID03.
 DN0774
 DN0774.The dynamic height is computed by dividing the NAVD 88
 DN0774.geopotential number by the normal gravity value computed on the
 DN0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0774.degrees latitude (g = 980.6199 gals.).
 DN0774
 DN0774.The modeled gravity was interpolated from observed gravity values.
 DN0774
 DN0774;                    North         East    Units  Estimated Accuracy
 DN0774;SPC TXNC     - 2,171,770.      686,950.      MT  (+/- 180 meters Scaled)
 DN0774
 DN0774                          SUPERSEDED SURVEY CONTROL
 DN0774
 DN0774  NGVD 29 (??/??/92)  314.838  (m)         1032.93   (f) ADJ UNCH    1 2
 DN0774
 DN0774.Superseded values are not recommended for survey control.
 DN0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0774.See file dsdata.txt to determine how the superseded data were derived.
 DN0774
 DN0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB335757(NAD 83)
 DN0774_MARKER: DB = BENCH MARK DISK
 DN0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0774_SP_SET: CULVERT
 DN0774_STAMPING: A 132 1952
 DN0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0774
 DN0774  HISTORY     - Date     Condition        Report By
 DN0774  HISTORY     - 1952     MONUMENTED       CGS
 DN0774  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0774  HISTORY     - 19990827 MARK NOT FOUND   USPSQD
 DN0774
 DN0774                          STATION DESCRIPTION
 DN0774
 DN0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0774'1.7 MI SE FROM DECATUR.
 DN0774'1.7 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0774'THE STATION AT DECATUR, 8.2 FEET WEST OF THE WEST RAIL, 2 FEET BELOW
 DN0774'THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST
 DN0774'HEADWALL OF CONCRETE CULVERT 38-57.
 DN0774
 DN0774                          STATION RECOVERY (1984)
 DN0774
 DN0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0774'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
 DN0774
 DN0774                          STATION RECOVERY (1999)
 DN0774
 DN0774'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0005 ***********************************************************************
 DO0005  DESIGNATION -  A 133
 DO0005  PID         -  DO0005
 DO0005  STATE/COUNTY-  TX/WICHITA
 DO0005  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0005
 DO0005                         *CURRENT SURVEY CONTROL
 DO0005  ___________________________________________________________________
 DO0005* NAD 83(1986)-  33 54 32.     (N)    098 29 29.     (W)     SCALED    
 DO0005* NAVD 88     -       290.839  (meters)     954.19   (feet)  ADJUSTED  
 DO0005  ___________________________________________________________________
 DO0005  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DO0005  DYNAMIC HT  -         290.519 (meters)     953.14  (feet)  COMP
 DO0005  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 DO0005
 DO0005  VERT ORDER  -  FIRST     CLASS II
 DO0005
 DO0005.The horizontal coordinates were scaled from a topographic map and have
 DO0005.an estimated accuracy of +/- 6 seconds.
 DO0005
 DO0005.The orthometric height was determined by differential leveling
 DO0005.and adjusted by the National Geodetic Survey in June 1991..
 DO0005.WARNING-Repeat measurements at this control monument indicate possible
 DO0005.vertical movement.
 DO0005
 DO0005.The geoid height was determined by GEOID03.
 DO0005
 DO0005.The dynamic height is computed by dividing the NAVD 88
 DO0005.geopotential number by the normal gravity value computed on the
 DO0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0005.degrees latitude (g = 980.6199 gals.).
 DO0005
 DO0005.The modeled gravity was interpolated from observed gravity values.
 DO0005
 DO0005;                    North         East    Units  Estimated Accuracy
 DO0005;SPC TXNC     - 2,248,650.      600,800.      MT  (+/- 180 meters Scaled)
 DO0005
 DO0005                          SUPERSEDED SURVEY CONTROL
 DO0005
 DO0005  NGVD 29 (??/??/92)  290.778  (m)          953.99   (f) ADJ UNCH    1 2
 DO0005
 DO0005.Superseded values are not recommended for survey control.
 DO0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0005.See file dsdata.txt to determine how the superseded data were derived.
 DO0005
 DO0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC470521(NAD 83)
 DO0005_MARKER: DB = BENCH MARK DISK
 DO0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0005_SP_SET: CONCRETE GRATE SUPPORT
 DO0005_STAMPING: 953.994 A 133 1933
 DO0005_MARK LOGO: CGS   
 DO0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO0005+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1987
 DO0005
 DO0005  HISTORY     - Date     Condition        Report By
 DO0005  HISTORY     - 1933     MONUMENTED       CGS
 DO0005  HISTORY     - 1957     GOOD             NGS
 DO0005  HISTORY     - 1984     GOOD             NGS
 DO0005  HISTORY     - 19871106 GOOD             NGS
 DO0005  HISTORY     - 20010525 GOOD             USPSQD
 DO0005
 DO0005                          STATION DESCRIPTION
 DO0005
 DO0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0005'IN WICHITA FALLS.
 DO0005'AT WICHITA FALLS, WICHITA COUNTY, AT THE NEW POST OFFICE ON THE
 DO0005'NORTHEAST SIDE OF THE BUILDING, AND IN A LEDGE.  A STANDARD DISK,
 DO0005'STAMPED 953.994 A 133 1933.  NOTE-- THE POST OFFICE IS BETWEEN 10TH
 DO0005'AND 11TH STREETS ON LA MAR STREET. THE MARK IS ON THE SIDE FACING 10TH
 DO0005'STREET.
 DO0005
 DO0005                          STATION RECOVERY (1984)
 DO0005
 DO0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0005'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN WICHITA
 DO0005'FALLS, IN THE SOUTHEAST END OF A CONCRETE RETAINING WALL AT THE
 DO0005'SOUTHEAST CORNER OF THE POST OFFICE BUILDING, AT 10TH AND LAMAR
 DO0005'STREETS, 33.0 METERS (108.3 FT) SOUTHEAST OF THE CENTERLINE OF 10TH
 DO0005'STREET, 22.6 METERS (74.1 FT) SOUTHWEST OF THE CENTERLINE OF LAMAR
 DO0005'STREET, 8.5 METERS (27.9 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 DO0005'BUILDING, AND 0.6 METER (2.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 DO0005'RETAINING WALL.
 DO0005'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
 DO0005
 DO0005                          STATION RECOVERY (1987)
 DO0005
 DO0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DW)
 DO0005'ANOTHER ALIAS IS NN 212. STATION IS AT POST OFFICE (ZIP 76307) AND
 DO0005'FEDERAL COURTHOUSE (BUILT 1931) IN DOWNTOWN WICHITA FALLS, TEXAS.
 DO0005'STATION IS 0.3 MI (0.5 KM) SE OF WICHITA COUNTY COURTHOUSE.  TO ACCESS
 DO0005'FROM (WEST) END OF INTERSTATE 44 AT INTERSECTION OF EIGHTH STREET AND
 DO0005'HOLLIDAY STREET (ROUTES US 281 AND US 287) , GO SE ON HOLLIDAY STREET.
 DO0005'GO 0.16 MI (0.26 KM) AND TURN NE, LEFT, ONTO TENTH STREET.  GO 0.7 MI
 DO0005'(1.1 KM) TO LAMAR STREET.  POST OFFICE IS IN SOUTH CORNER OF
 DO0005'INTERSECTION. STATION IS 34.6 M (113.5 FT) SE OF CENTER OF TENTH
 DO0005'STREET, 25.5 M (83.7 FT) SW OF CENTER OF LAMAR STREET, 15.1 M (49.5
 DO0005'FT) SOUTH OF A FLAGPOLE, AND 7.96 M (26.12 FT) SW OF NORTH CORNER OF
 DO0005'POST OFFICE. STATION IS ON NE END OF CONCRETE SUPPORT FOR GRATE OVER
 DO0005'BASEMENT WINDOWS.  STATION IS 0.11 M (0.36 FT) NW OF NW WALL, 0.23 M
 DO0005'(0.75 FT) SW OF SPIGOT AND 0.4 M (1.3 FT) ABOVE SIDEWALK.
 DO0005
 DO0005                          STATION RECOVERY (2001)
 DO0005
 DO0005'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0359 ***********************************************************************
 EM0359  DESIGNATION -  A 134
 EM0359  PID         -  EM0359
 EM0359  STATE/COUNTY-  TX/HARDEMAN
 EM0359  USGS QUAD   -  CHILLICOTHE (1984)
 EM0359
 EM0359                         *CURRENT SURVEY CONTROL
 EM0359  ___________________________________________________________________
 EM0359* NAD 83(1986)-  34 15 57.     (N)    099 33 31.     (W)     SCALED    
 EM0359* NAVD 88     -       430.271  (meters)    1411.65   (feet)  ADJUSTED  
 EM0359  ___________________________________________________________________
 EM0359  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0359  DYNAMIC HT  -         429.785 (meters)    1410.05  (feet)  COMP
 EM0359  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 EM0359
 EM0359  VERT ORDER  -  FIRST     CLASS II
 EM0359
 EM0359.The horizontal coordinates were scaled from a topographic map and have
 EM0359.an estimated accuracy of +/- 6 seconds.
 EM0359
 EM0359.The orthometric height was determined by differential leveling
 EM0359.and adjusted by the National Geodetic Survey in June 1991..
 EM0359
 EM0359.The geoid height was determined by GEOID03.
 EM0359
 EM0359.The dynamic height is computed by dividing the NAVD 88
 EM0359.geopotential number by the normal gravity value computed on the
 EM0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0359.degrees latitude (g = 980.6199 gals.).
 EM0359
 EM0359.The modeled gravity was interpolated from observed gravity values.
 EM0359
 EM0359;                    North         East    Units  Estimated Accuracy
 EM0359;SPC TXNC     - 2,288,740.      502,500.      MT  (+/- 180 meters Scaled)
 EM0359
 EM0359                          SUPERSEDED SURVEY CONTROL
 EM0359
 EM0359  NGVD 29 (??/??/92)  430.112  (m)         1411.13   (f) ADJ UNCH    1 2
 EM0359
 EM0359.Superseded values are not recommended for survey control.
 EM0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0359.See file dsdata.txt to determine how the superseded data were derived.
 EM0359
 EM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC485917(NAD 83)
 EM0359_MARKER: DB = BENCH MARK DISK
 EM0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0359+STABILITY: SURFACE MOTION
 EM0359
 EM0359  HISTORY     - Date     Condition        Report By
 EM0359  HISTORY     - UNK      MONUMENTED       CGS
 EM0359  HISTORY     - 1933     GOOD             NGS
 EM0359  HISTORY     - 1958     GOOD             NGS
 EM0359
 EM0359                          STATION DESCRIPTION
 EM0359
 EM0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0359'2.6 MI NW FROM CHILLICOTHE.
 EM0359'2.6 MILES NORTHWEST OF 90 FEET NORTHWEST OF CENTER OF TRACK AT MILEAGE
 EM0359'181.4, AT SOUTHWEST CORNER OF OLD ROAD CROSSING.  RAILROAD BENCH
 EM0359'MARKS-- AT BRIDGE 182.06, NORTHEAST CORNER EAST HEADWALL, CHISELED
 EM0359'SQUARE.  AT BRIDGE 179.56, NORTHEAST CORNER SOUTH PARAPET WALL, CROSS
 EM0359'ON CONCRETE AT BRIDGE 182.71.
 EM0359
 EM0359                          STATION RECOVERY (1958)
 EM0359
 EM0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0085 ***********************************************************************
 EN0085  DESIGNATION -  A 135
 EN0085  PID         -  EN0085
 EN0085  STATE/COUNTY-  TX/CHILDRESS
 EN0085  USGS QUAD   -  CAREY (1981)
 EN0085
 EN0085                         *CURRENT SURVEY CONTROL
 EN0085  ___________________________________________________________________
 EN0085* NAD 83(1986)-  34 29 57.     (N)    100 20 27.     (W)     SCALED    
 EN0085* NAVD 88     -       547.330  (meters)    1795.70   (feet)  ADJUSTED  
 EN0085  ___________________________________________________________________
 EN0085  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EN0085  DYNAMIC HT  -         546.708 (meters)    1793.66  (feet)  COMP
 EN0085  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 EN0085
 EN0085  VERT ORDER  -  FIRST     CLASS II
 EN0085
 EN0085.The horizontal coordinates were scaled from a topographic map and have
 EN0085.an estimated accuracy of +/- 6 seconds.
 EN0085
 EN0085.The orthometric height was determined by differential leveling
 EN0085.and adjusted by the National Geodetic Survey in June 1991..
 EN0085
 EN0085.The geoid height was determined by GEOID03.
 EN0085
 EN0085.The dynamic height is computed by dividing the NAVD 88
 EN0085.geopotential number by the normal gravity value computed on the
 EN0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0085.degrees latitude (g = 980.6199 gals.).
 EN0085
 EN0085.The modeled gravity was interpolated from observed gravity values.
 EN0085
 EN0085;                    North         East    Units  Estimated Accuracy
 EN0085;SPC TX N     - 1,056,000.      306,460.      MT  (+/- 180 meters Scaled)
 EN0085
 EN0085                          SUPERSEDED SURVEY CONTROL
 EN0085
 EN0085  NGVD 29 (??/??/92)  547.052  (m)         1794.79   (f) ADJ UNCH    1 2
 EN0085
 EN0085.Superseded values are not recommended for survey control.
 EN0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0085.See file dsdata.txt to determine how the superseded data were derived.
 EN0085
 EN0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD769183(NAD 83)
 EN0085_MARKER: DB = BENCH MARK DISK
 EN0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0085_SP_SET: MONUMENT
 EN0085_STAMPING: 1794.786 A 135 1933
 EN0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0085
 EN0085  HISTORY     - Date     Condition        Report By
 EN0085  HISTORY     - 1933     MONUMENTED       CGS
 EN0085  HISTORY     - 1966     GOOD             USGS
 EN0085
 EN0085                          STATION DESCRIPTION
 EN0085
 EN0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0085'2.4 MI NW FROM CAREY.
 EN0085'ABOUT 1000 FEET WEST OF MILE POST 230, 74 FEET SOUTHWEST OF CENTER OF
 EN0085'TRACK.
 EN0085
 EN0085                          STATION RECOVERY (1966)
 EN0085
 EN0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EN0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0187 ***********************************************************************
 EN0187  DESIGNATION -  A 136
 EN0187  PID         -  EN0187
 EN0187  STATE/COUNTY-  TX/DONLEY
 EN0187  USGS QUAD   -  CLARENDON (1982)
 EN0187
 EN0187                         *CURRENT SURVEY CONTROL
 EN0187  ___________________________________________________________________
 EN0187* NAD 83(1986)-  34 57 43.     (N)    100 53 32.     (W)     SCALED    
 EN0187* NAVD 88     -       827.824  (meters)    2715.95   (feet)  POSTED    
 EN0187  ___________________________________________________________________
 EN0187  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 EN0187  DYNAMIC HT  -         826.870 (meters)    2712.82  (feet)  COMP
 EN0187  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 EN0187
 EN0187  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0187
 EN0187.The horizontal coordinates were scaled from a topographic map and have
 EN0187.an estimated accuracy of +/- 6 seconds.
 EN0187
 EN0187.The orthometric height was determined by differential leveling
 EN0187.and adjusted by the National Geodetic Survey in 1992..
 EN0187.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0187.rate of 1.1 thru 2.0 mm/km.
 EN0187
 EN0187.The geoid height was determined by GEOID03.
 EN0187
 EN0187.The dynamic height is computed by dividing the NAVD 88
 EN0187.geopotential number by the normal gravity value computed on the
 EN0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0187.degrees latitude (g = 980.6199 gals.).
 EN0187
 EN0187.The modeled gravity was interpolated from observed gravity values.
 EN0187
 EN0187;                    North         East    Units  Estimated Accuracy
 EN0187;SPC TX N     - 1,106,890.      255,510.      MT  (+/- 180 meters Scaled)
 EN0187
 EN0187                          SUPERSEDED SURVEY CONTROL
 EN0187
 EN0187  NGVD 29 (??/??/92)  827.411  (m)         2714.60   (f) ADJ UNCH    1 2
 EN0187
 EN0187.Superseded values are not recommended for survey control.
 EN0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0187.See file dsdata.txt to determine how the superseded data were derived.
 EN0187
 EN0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD272704(NAD 83)
 EN0187_MARKER: DB = BENCH MARK DISK
 EN0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0187_SP_SET: MONUMENT
 EN0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0187
 EN0187  HISTORY     - Date     Condition        Report By
 EN0187  HISTORY     - UNK      MONUMENTED       CGS
 EN0187  HISTORY     - 1933     GOOD             NGS
 EN0187  HISTORY     - 1934     GOOD             NGS
 EN0187  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0187  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 EN0187
 EN0187                          STATION DESCRIPTION
 EN0187
 EN0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0187'2.1 MI N FROM CLARENDON.
 EN0187'SOUTHWEST OF POINT WHERE HIGHWAY CURVES
 EN0187'NORTH, ABOUT 150 FEET SOUTHWEST OF INTERSECTION OF PROPOSED SHORT CUT
 EN0187'TO PRESENT HIGHWAY, 60 FEET WEST OF CENTER OF HIGHWAY.
 EN0187
 EN0187                          STATION RECOVERY (1934)
 EN0187
 EN0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0187'RECOVERED IN GOOD CONDITION.
 EN0187
 EN0187                          STATION RECOVERY (1984)
 EN0187
 EN0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0187'MARK NOT FOUND.
 EN0187
 EN0187                          STATION RECOVERY (2004)
 EN0187
 EN0187'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0085 ***********************************************************************
 GK0085  DESIGNATION -  A 137
 GK0085  PID         -  GK0085
 GK0085  STATE/COUNTY-  TX/OCHILTREE
 GK0085  USGS QUAD   -  LAKE FRYER (1973)
 GK0085
 GK0085                         *CURRENT SURVEY CONTROL
 GK0085  ___________________________________________________________________
 GK0085* NAD 83(1986)-  36 10 29.     (N)    100 41 41.     (W)     SCALED    
 GK0085* NAVD 88     -       871.985  (meters)    2860.84   (feet)  ADJUSTED  
 GK0085  ___________________________________________________________________
 GK0085  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 GK0085  DYNAMIC HT  -         871.061 (meters)    2857.81  (feet)  COMP
 GK0085  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 GK0085
 GK0085  VERT ORDER  -  FIRST     CLASS II
 GK0085
 GK0085.The horizontal coordinates were scaled from a topographic map and have
 GK0085.an estimated accuracy of +/- 6 seconds.
 GK0085
 GK0085.The orthometric height was determined by differential leveling
 GK0085.and adjusted by the National Geodetic Survey in June 1991..
 GK0085
 GK0085.The geoid height was determined by GEOID03.
 GK0085
 GK0085.The dynamic height is computed by dividing the NAVD 88
 GK0085.geopotential number by the normal gravity value computed on the
 GK0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0085.degrees latitude (g = 980.6199 gals.).
 GK0085
 GK0085.The modeled gravity was interpolated from observed gravity values.
 GK0085
 GK0085;                    North         East    Units  Estimated Accuracy
 GK0085;SPC TX N     - 1,241,560.      272,450.      MT  (+/- 180 meters Scaled)
 GK0085
 GK0085                          SUPERSEDED SURVEY CONTROL
 GK0085
 GK0085  NGVD 29 (??/??/92)  871.622  (m)         2859.65   (f) ADJ UNCH    1 2
 GK0085
 GK0085.Superseded values are not recommended for survey control.
 GK0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0085.See file dsdata.txt to determine how the superseded data were derived.
 GK0085
 GK0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF475046(NAD 83)
 GK0085_MARKER: DB = BENCH MARK DISK
 GK0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0085_STAMPING: A 137 1934
 GK0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0085+STABILITY: SURFACE MOTION
 GK0085
 GK0085  HISTORY     - Date     Condition        Report By
 GK0085  HISTORY     - 1934     MONUMENTED       CGS
 GK0085  HISTORY     - 1943     GOOD             NGS
 GK0085  HISTORY     - 1973     GOOD             USGS
 GK0085
 GK0085                          STATION DESCRIPTION
 GK0085
 GK0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0085'17.5 MI SE FROM PERRYTON.
 GK0085'17.5 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 83 FROM PERRYTON, 1.05
 GK0085'MILES SOUTHEAST OF JUNCTION OF HIGHWAY AND A DIRT ROAD LEADING WEST TO
 GK0085'SPEARMAN, ABOUT 0.5 MILE NORTHWEST OF A LARGE CONCRETE BRIDGE, IN A
 GK0085'PASTURE, 147.0 FEET NORTH OF THE NORTHWEST END OF THE NORTHEAST
 GK0085'HEADWALL OF CONCRETE CULVERT UNDER HIGHWAY, 66.9 FEET NORTHEAST OF THE
 GK0085'CENTER-LINE OF THE HIGHWAY, 16.5 FEET NORTHEAST OF RIGHT-OF-WAY BARBED
 GK0085'WIRE FENCE LINE, A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 GK0085'NOTE-- 319 FT. SE FROM FARM, 59 FT. NE OF CENTERLINE OF HIGHWAY AND 4
 GK0085'FT. NE OF ROW FENCE.
 GK0085
 GK0085                          STATION RECOVERY (1973)
 GK0085
 GK0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1517 ***********************************************************************
 AY1517  DESIGNATION -  A 1377
 AY1517  PID         -  AY1517
 AY1517  STATE/COUNTY-  TX/BEXAR
 AY1517  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1517
 AY1517                         *CURRENT SURVEY CONTROL
 AY1517  ___________________________________________________________________
 AY1517* NAD 83(1986)-  29 24 52.     (N)    098 29 17.     (W)     SCALED    
 AY1517* NAVD 88     -       195.686  (meters)     642.01   (feet)  ADJUSTED  
 AY1517  ___________________________________________________________________
 AY1517  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AY1517  DYNAMIC HT  -         195.402 (meters)     641.08  (feet)  COMP
 AY1517  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AY1517
 AY1517  VERT ORDER  -  FIRST     CLASS II
 AY1517
 AY1517.The horizontal coordinates were scaled from a topographic map and have
 AY1517.an estimated accuracy of +/- 6 seconds.
 AY1517
 AY1517.The orthometric height was determined by differential leveling
 AY1517.and adjusted by the National Geodetic Survey in June 1991..
 AY1517
 AY1517.The geoid height was determined by GEOID03.
 AY1517
 AY1517.The dynamic height is computed by dividing the NAVD 88
 AY1517.geopotential number by the normal gravity value computed on the
 AY1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1517.degrees latitude (g = 980.6199 gals.).
 AY1517
 AY1517.The modeled gravity was interpolated from observed gravity values.
 AY1517
 AY1517;                    North         East    Units  Estimated Accuracy
 AY1517;SPC TXSC     - 4,175,340.      649,680.      MT  (+/- 180 meters Scaled)
 AY1517
 AY1517                          SUPERSEDED SURVEY CONTROL
 AY1517
 AY1517.No superseded survey control is available for this station.
 AY1517
 AY1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT496540(NAD 83)
 AY1517_MARKER: I = METAL ROD
 AY1517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1517_SP_SET: STAINLESS STEEL ROD
 AY1517_STAMPING: A 1377 1980
 AY1517_MARK LOGO: NGS   
 AY1517_PROJECTION: FLUSH
 AY1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1517_ROD/PIPE-DEPTH: 5.5  meters
 AY1517
 AY1517  HISTORY     - Date     Condition        Report By
 AY1517  HISTORY     - 1980     MONUMENTED       NGS
 AY1517  HISTORY     - 19950411 GOOD             USPSQD
 AY1517
 AY1517                          STATION DESCRIPTION
 AY1517
 AY1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1517'0.5 KM (0.3 MI) SE FROM SAN ANTONIO.
 AY1517'0.5 KM (0.3 MI) SOUTHEAST ALONG SOUTH PRESA STREET (SPUR 122) FROM THE
 AY1517'JUNCTION OF EAST DURANGO BOULEVARD IN SAN ANTONIO, AT THE NORTHEAST
 AY1517'CORNER OF A TRIANGULAR PATCH OF GRASS FORMED BY THE INTERSECTION OF
 AY1517'PRESA, SAN ARTURO, AND CALLAGHAN STREETS, 9.5 METERS (31.2 FT)
 AY1517'EAST-NORTHEAST OF THE CENTERLINE OF PRESA STREET, 16.1 METERS
 AY1517'(52.8 FT) WEST-NORTHWEST OF THE CENTERLINE OF SAN ARTURO STREET,
 AY1517'9.4 METERS (30.8 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF CALLAGHAN
 AY1517'STREET, 9.2 METERS (30.0 FT) WEST OF A FIRE HYDRANT, 6.2 METERS
 AY1517'(20.2 FT) NORTH OF A POWERLINE POLE.
 AY1517'THE MARK IS ABOVE LEVEL WITH PRESA STREET.
 AY1517
 AY1517                          STATION RECOVERY (1995)
 AY1517
 AY1517'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1485 ***********************************************************************
 AY1485  DESIGNATION -  A 1378
 AY1485  PID         -  AY1485
 AY1485  STATE/COUNTY-  TX/WILSON
 AY1485  USGS QUAD   -  DEWEES (1961)
 AY1485
 AY1485                         *CURRENT SURVEY CONTROL
 AY1485  ___________________________________________________________________
 AY1485* NAD 83(1986)-  29 07 07.     (N)    098 08 08.     (W)     SCALED    
 AY1485* NAVD 88     -       130.379  (meters)     427.75   (feet)  ADJUSTED  
 AY1485  ___________________________________________________________________
 AY1485  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AY1485  DYNAMIC HT  -         130.193 (meters)     427.14  (feet)  COMP
 AY1485  MODELED GRAV-     979,222.4   (mgal)                       NAVD 88
 AY1485
 AY1485  VERT ORDER  -  FIRST     CLASS II
 AY1485
 AY1485.The horizontal coordinates were scaled from a topographic map and have
 AY1485.an estimated accuracy of +/- 6 seconds.
 AY1485
 AY1485.The orthometric height was determined by differential leveling
 AY1485.and adjusted by the National Geodetic Survey in June 1991..
 AY1485
 AY1485.The geoid height was determined by GEOID03.
 AY1485
 AY1485.The dynamic height is computed by dividing the NAVD 88
 AY1485.geopotential number by the normal gravity value computed on the
 AY1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1485.degrees latitude (g = 980.6199 gals.).
 AY1485
 AY1485.The modeled gravity was interpolated from observed gravity values.
 AY1485
 AY1485;                    North         East    Units  Estimated Accuracy
 AY1485;SPC TXSC     - 4,142,750.      684,120.      MT  (+/- 180 meters Scaled)
 AY1485
 AY1485                          SUPERSEDED SURVEY CONTROL
 AY1485
 AY1485.No superseded survey control is available for this station.
 AY1485
 AY1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT841214(NAD 83)
 AY1485_MARKER: I = METAL ROD
 AY1485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1485_SP_SET: STAINLESS STEEL ROD
 AY1485_STAMPING: A 1378 1981
 AY1485_MARK LOGO: NGS   
 AY1485_PROJECTION: RECESSED 5 CENTIMETERS
 AY1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1485_ROD/PIPE-DEPTH: 6.2  meters
 AY1485
 AY1485  HISTORY     - Date     Condition        Report By
 AY1485  HISTORY     - 1981     MONUMENTED       NGS
 AY1485  HISTORY     - 20050819 GOOD             USPSQD
 AY1485
 AY1485                          STATION DESCRIPTION
 AY1485
 AY1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1485'2.9 KM (1.8 MI) SE FROM FLORESVILLE.
 AY1485'2.9 KM (1.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY1485'COURTHOUSE IN FLORESVILLE, AT THE RESIDENCE OF LUCILLE A HAVERLAH,
 AY1485'0.5 KM (0.3 MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 181,
 AY1485'29.0 METERS (96.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AY1485'18.0 METERS (59.0 FT) SOUTHWEST OF A CORNER FENCE POST, 39.6 METERS
 AY1485'(130 FT) EAST-NORTHEAST OF THE EAST-NORTHEAST CORNER OF A BRICK HOME,
 AY1485'32.0 METERS (105 FT) NORTH-NORTHEAST OF THE EAST-NORTHEAST CORNER OF A
 AY1485'WELL HOUSE, 25.0 METERS (83.0 FT) NORTH-NORTHEAST OF A LIGHT POLE,
 AY1485'3.3 METERS (11.0 FT) EAST OF THE CENTER OF THE EAST DRIVEWAY LEADING
 AY1485'TO THE HOME, 5.0 METERS (17.0 FT) NORTH OF THE CENTER OF A WIRE AND
 AY1485'PIPE GATE, 0.3 METER (1.0 FT) NORTHWEST OF A WIRE FENCE.
 AY1485'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AY1485'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 AY1485
 AY1485                          STATION RECOVERY (2005)
 AY1485
 AY1485'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1541 ***********************************************************************
 AY1541  DESIGNATION -  A 1379
 AY1541  PID         -  AY1541
 AY1541  STATE/COUNTY-  TX/BEXAR
 AY1541  USGS QUAD   -  SCHERTZ (1992)
 AY1541
 AY1541                         *CURRENT SURVEY CONTROL
 AY1541  ___________________________________________________________________
 AY1541* NAD 83(1986)-  29 33 24.     (N)    098 20 47.     (W)     SCALED    
 AY1541* NAVD 88     -       283.878  (meters)     931.36   (feet)  ADJUSTED  
 AY1541  ___________________________________________________________________
 AY1541  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY1541  DYNAMIC HT  -         283.464 (meters)     930.00  (feet)  COMP
 AY1541  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 AY1541
 AY1541  VERT ORDER  -  FIRST     CLASS II
 AY1541
 AY1541.The horizontal coordinates were scaled from a topographic map and have
 AY1541.an estimated accuracy of +/- 6 seconds.
 AY1541
 AY1541.The orthometric height was determined by differential leveling
 AY1541.and adjusted by the National Geodetic Survey in June 1991..
 AY1541
 AY1541.The geoid height was determined by GEOID03.
 AY1541
 AY1541.The dynamic height is computed by dividing the NAVD 88
 AY1541.geopotential number by the normal gravity value computed on the
 AY1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1541.degrees latitude (g = 980.6199 gals.).
 AY1541
 AY1541.The modeled gravity was interpolated from observed gravity values.
 AY1541
 AY1541;                    North         East    Units  Estimated Accuracy
 AY1541;SPC TXSC     - 4,191,170.      663,330.      MT  (+/- 180 meters Scaled)
 AY1541
 AY1541                          SUPERSEDED SURVEY CONTROL
 AY1541
 AY1541.No superseded survey control is available for this station.
 AY1541
 AY1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT633698(NAD 83)
 AY1541_MARKER: I = METAL ROD
 AY1541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1541_SP_SET: STAINLESS STEEL ROD
 AY1541_STAMPING: A 1379 1980
 AY1541_MARK LOGO: NGS   
 AY1541_PROJECTION: RECESSED 3 CENTIMETERS
 AY1541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1541_ROD/PIPE-DEPTH: 3.8  meters
 AY1541
 AY1541  HISTORY     - Date     Condition        Report By
 AY1541  HISTORY     - 1980     MONUMENTED       NGS
 AY1541  HISTORY     - 19870227 MARK NOT FOUND   USGS
 AY1541  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1541  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY1541
 AY1541                          STATION DESCRIPTION
 AY1541
 AY1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1541'6.4 KM (3.95 MI) SW FROM SELMA.
 AY1541'6.4 KM (3.95 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1541'35 FROM THE SOUTHWEST END OF THE BRIDGE OVER CIBOLO CREEK IN SELMA,
 AY1541'0.25 KM (0.15 MI) NORTHEAST OF THE JUNCTION OF TOEPPERWEIN ROAD,
 AY1541'12.8 METERS (42.0 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE
 AY1541'ROAD, 70 METERS (230 FT) SOUTHWEST OF A DRIVE LEADING TO HOLLANDS
 AY1541'WELDING SHOP AND A RESIDENCE, 50.9 METERS (167 FT) NORTHEAST OF THE
 AY1541'CENTER OF A DRIVE, 0.3 METER (1.0 FT) SOUTHEAST OF A SECURITY FENCE,
 AY1541'1.2 METERS (3.9 FT) NORTHEAST OF A POWERLINE POLE AND CORNER FENCE
 AY1541'POST.  NOTE-ROD DRIVEN TO REFUSAL.
 AY1541'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AY1541'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AY1541
 AY1541                          STATION RECOVERY (1987)
 AY1541
 AY1541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY1541'MARK NOT FOUND.
 AY1541
 AY1541                          STATION RECOVERY (1989)
 AY1541
 AY1541'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1541'MARK NOT FOUND.
 AY1541
 AY1541                          STATION RECOVERY (1999)
 AY1541
 AY1541'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0045 ***********************************************************************
 FL0045  DESIGNATION -  A 138
 FL0045  PID         -  FL0045
 FL0045  STATE/COUNTY-  TX/HEMPHILL
 FL0045  USGS QUAD   -  CANADIAN EAST (1972)
 FL0045
 FL0045                         *CURRENT SURVEY CONTROL
 FL0045  ___________________________________________________________________
 FL0045* NAD 83(1986)-  35 59 59.     (N)    100 17 04.     (W)     SCALED    
 FL0045* NAVD 88     -       779.613  (meters)    2557.78   (feet)  ADJUSTED  
 FL0045  ___________________________________________________________________
 FL0045  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 FL0045  DYNAMIC HT  -         778.782 (meters)    2555.05  (feet)  COMP
 FL0045  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 FL0045
 FL0045  VERT ORDER  -  FIRST     CLASS II
 FL0045
 FL0045.The horizontal coordinates were scaled from a topographic map and have
 FL0045.an estimated accuracy of +/- 6 seconds.
 FL0045
 FL0045.The orthometric height was determined by differential leveling
 FL0045.and adjusted by the National Geodetic Survey in June 1991..
 FL0045
 FL0045.The geoid height was determined by GEOID03.
 FL0045
 FL0045.The dynamic height is computed by dividing the NAVD 88
 FL0045.geopotential number by the normal gravity value computed on the
 FL0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0045.degrees latitude (g = 980.6199 gals.).
 FL0045
 FL0045.The modeled gravity was interpolated from observed gravity values.
 FL0045
 FL0045;                    North         East    Units  Estimated Accuracy
 FL0045;SPC TX N     - 1,222,520.      309,590.      MT  (+/- 180 meters Scaled)
 FL0045
 FL0045                          SUPERSEDED SURVEY CONTROL
 FL0045
 FL0045  NGVD 29 (??/??/92)  779.260  (m)         2556.62   (f) ADJ UNCH    1 2
 FL0045
 FL0045.Superseded values are not recommended for survey control.
 FL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0045.See file dsdata.txt to determine how the superseded data were derived.
 FL0045
 FL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE842846(NAD 83)
 FL0045_MARKER: DB = BENCH MARK DISK
 FL0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0045_STAMPING: A-138 1934
 FL0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0045+STABILITY: SURFACE MOTION
 FL0045
 FL0045  HISTORY     - Date     Condition        Report By
 FL0045  HISTORY     - 1934     MONUMENTED       CGS
 FL0045
 FL0045                          STATION DESCRIPTION
 FL0045
 FL0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0045'1.4 MI SW FROM GLAZIER.
 FL0045'1.4 MILES SOUTHWEST OF AT AND SF DEPOT, AT GLAZIER 0.1 MILE NORTHEAST
 FL0045'OF BLOCK SIGNAL NO. 4451.  100 FEET NORTHWEST OF CENTERLINE OF
 FL0045'ATCHISON TOPEKA AND SANTA FE RAILROAD.  2 FEET NORTHWEST OF THE
 FL0045'RAILROAD RIGHT-OF-WAY FENCE LINE.  ABOUT 0.1 MILE SOUTHEAST OF THE
 FL0045'CENTERLINE OF U.S. HIGHWAY 60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1051 ***********************************************************************
 AH1051  DESIGNATION -  A 1380
 AH1051  PID         -  AH1051
 AH1051  STATE/COUNTY-  TX/NUECES
 AH1051  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1051
 AH1051                         *CURRENT SURVEY CONTROL
 AH1051  ___________________________________________________________________
 AH1051* NAD 83(1986)-  27 38 07.     (N)    097 46 11.     (W)     SCALED    
 AH1051* NAVD 88     -        19.149  (meters)      62.82   (feet)  ADJUSTED  
 AH1051  ___________________________________________________________________
 AH1051  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AH1051  DYNAMIC HT  -          19.120 (meters)      62.73  (feet)  COMP
 AH1051  MODELED GRAV-     979,106.1   (mgal)                       NAVD 88
 AH1051
 AH1051  VERT ORDER  -  FIRST     CLASS II
 AH1051
 AH1051.The horizontal coordinates were scaled from a topographic map and have
 AH1051.an estimated accuracy of +/- 6 seconds.
 AH1051
 AH1051.The orthometric height was determined by differential leveling
 AH1051.and adjusted by the National Geodetic Survey in June 1991..
 AH1051
 AH1051.The geoid height was determined by GEOID03.
 AH1051
 AH1051.The dynamic height is computed by dividing the NAVD 88
 AH1051.geopotential number by the normal gravity value computed on the
 AH1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1051.degrees latitude (g = 980.6199 gals.).
 AH1051
 AH1051.The modeled gravity was interpolated from observed gravity values.
 AH1051
 AH1051;                    North         East    Units  Estimated Accuracy
 AH1051;SPC TX S     - 5,218,320.      372,070.      MT  (+/- 180 meters Scaled)
 AH1051
 AH1051                          SUPERSEDED SURVEY CONTROL
 AH1051
 AH1051.No superseded survey control is available for this station.
 AH1051
 AH1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR213574(NAD 83)
 AH1051_MARKER: I = METAL ROD
 AH1051_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1051_SP_SET: STAINLESS STEEL ROD
 AH1051_STAMPING: A 1380 1981
 AH1051_MARK LOGO: NGS   
 AH1051_PROJECTION: RECESSED 2 CENTIMETERS
 AH1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1051_ROD/PIPE-DEPTH: 6.1  meters
 AH1051
 AH1051  HISTORY     - Date     Condition        Report By
 AH1051  HISTORY     - 1981     MONUMENTED       NGS
 AH1051  HISTORY     - 19970726 GOOD             USPSQD
 AH1051
 AH1051                          STATION DESCRIPTION
 AH1051
 AH1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1051'5.5 KM (3.4 MI) SW FROM DRISCOLL.
 AH1051'5.5 KM (3.4 MI) SOUTHWEST ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF
 AH1051'FARM RAOD 665 IN DRISCOLL, AT AN ASPHALT ROAD LEADING WEST,
 AH1051'43.0 METERS (141.0 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 77
 AH1051'SOUTHBOUND, 15.2 METERS (49.9 FT) WEST OF THE WEST RAIL OF THE
 AH1051'MISSOURI PACIFIC RAILROAD, 34.5 METERS (113.0 FT) SOUTHWEST OF MILE
 AH1051'MARKER NUMBER 129, 5.8 METERS (19.0 FT) NORTH OF AN ASPHALT ROAD
 AH1051'LEADING WEST, 1.2 METERS (4.0 FT) SOUTH OF A POWERLINE POLE,
 AH1051'1.2 METERS (4.0 FT) NORTH OF A 4 X 4 WOODEN POST.
 AH1051'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AH1051'THE MARK IS 0.15 M BELOW THE RAILROAD TRACKS.
 AH1051
 AH1051                          STATION RECOVERY (1997)
 AH1051
 AH1051'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1510 ***********************************************************************
 AY1510  DESIGNATION -  A 1381
 AY1510  PID         -  AY1510
 AY1510  STATE/COUNTY-  TX/BEXAR
 AY1510  USGS QUAD   -  SOUTHTON (1992)
 AY1510
 AY1510                         *CURRENT SURVEY CONTROL
 AY1510  ___________________________________________________________________
 AY1510* NAD 83(1986)-  29 19 27.     (N)    098 25 38.     (W)     SCALED    
 AY1510* NAVD 88     -       175.393  (meters)     575.44   (feet)  ADJUSTED  
 AY1510  ___________________________________________________________________
 AY1510  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AY1510  DYNAMIC HT  -         175.138 (meters)     574.60  (feet)  COMP
 AY1510  MODELED GRAV-     979,190.2   (mgal)                       NAVD 88
 AY1510
 AY1510  VERT ORDER  -  FIRST     CLASS II
 AY1510
 AY1510.The horizontal coordinates were scaled from a topographic map and have
 AY1510.an estimated accuracy of +/- 6 seconds.
 AY1510
 AY1510.The orthometric height was determined by differential leveling
 AY1510.and adjusted by the National Geodetic Survey in June 1991..
 AY1510
 AY1510.The geoid height was determined by GEOID03.
 AY1510
 AY1510.The dynamic height is computed by dividing the NAVD 88
 AY1510.geopotential number by the normal gravity value computed on the
 AY1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1510.degrees latitude (g = 980.6199 gals.).
 AY1510
 AY1510.The modeled gravity was interpolated from observed gravity values.
 AY1510
 AY1510;                    North         East    Units  Estimated Accuracy
 AY1510;SPC TXSC     - 4,165,360.      655,630.      MT  (+/- 180 meters Scaled)
 AY1510
 AY1510                          SUPERSEDED SURVEY CONTROL
 AY1510
 AY1510.No superseded survey control is available for this station.
 AY1510
 AY1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT556440(NAD 83)
 AY1510_MARKER: I = METAL ROD
 AY1510_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1510_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1510_STAMPING: A 1381 1980
 AY1510_MARK LOGO: NGS   
 AY1510_PROJECTION: RECESSED 3 CENTIMETERS
 AY1510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1510+STABILITY: POSITION/ELEVATION WELL
 AY1510_ROD/PIPE-DEPTH: 9.8  meters
 AY1510_SLEEVE-DEPTH  : 9.1 meters
 AY1510
 AY1510  HISTORY     - Date     Condition        Report By
 AY1510  HISTORY     - 1980     MONUMENTED       NGS
 AY1510  HISTORY     - 19950626 GOOD             USPSQD
 AY1510
 AY1510                          STATION DESCRIPTION
 AY1510
 AY1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1510'13.2 KM (8.2 MI) SE FROM SAN ANTONIO.
 AY1510'13.2 KM (8.2 MI) SOUTHEAST ALONG SOUTH PRESA STREET (SPUR 122) FROM
 AY1510'THE JUNCTION OF EAST DURANGO BOULEVARD IN SAN ANTONIO, AT THE OVERPASS
 AY1510'OVER INTERSTATE 410, 15.2 METERS (50.0 FT) SOUTHEAST OF THE SOUTHWEST
 AY1510'CORNER OF THE SOUTHEAST BRIDGE ABUTMENT, 16.8 METERS (55.0 FT)
 AY1510'SOUTHWEST OF THE CENTERLINE OF PRESA STREET, 11.9 METERS (39.0 FT)
 AY1510'NORTHWEST OF THE CENTERLINE OF THE SOUTH PRESA STREET EXIT RAMP FROM
 AY1510'INTERSTATE 410 EASTBOUND LANES, 2.0 METERS (6.7 FT) WEST-SOUTHWEST OF
 AY1510'THE WESTERNMOST ONE OF TWO POSTS SUPPORTING A STOP SIGN.
 AY1510'THE MARK IS ABOVE LEVEL WITH THE STREET.
 AY1510
 AY1510                          STATION RECOVERY (1995)
 AY1510
 AY1510'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1927 ***********************************************************************
 AN1927  DESIGNATION -  A 1382
 AN1927  PID         -  AN1927
 AN1927  STATE/COUNTY-  TX/BEE
 AN1927  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1927
 AN1927                         *CURRENT SURVEY CONTROL
 AN1927  ___________________________________________________________________
 AN1927* NAD 83(1986)-  28 29 21.     (N)    097 46 40.     (W)     SCALED    
 AN1927* NAVD 88     -       103.370  (meters)     339.14   (feet)  ADJUSTED  
 AN1927  ___________________________________________________________________
 AN1927  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1927  DYNAMIC HT  -         103.216 (meters)     338.63  (feet)  COMP
 AN1927  MODELED GRAV-     979,159.0   (mgal)                       NAVD 88
 AN1927
 AN1927  VERT ORDER  -  FIRST     CLASS II
 AN1927
 AN1927.The horizontal coordinates were scaled from a topographic map and have
 AN1927.an estimated accuracy of +/- 6 seconds.
 AN1927
 AN1927.The orthometric height was determined by differential leveling
 AN1927.and adjusted by the National Geodetic Survey in June 1991..
 AN1927
 AN1927.The geoid height was determined by GEOID03.
 AN1927
 AN1927.The dynamic height is computed by dividing the NAVD 88
 AN1927.geopotential number by the normal gravity value computed on the
 AN1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1927.degrees latitude (g = 980.6199 gals.).
 AN1927
 AN1927.The modeled gravity was interpolated from observed gravity values.
 AN1927
 AN1927;                    North         East    Units  Estimated Accuracy
 AN1927;SPC TXSC     - 4,073,310.      719,670.      MT  (+/- 180 meters Scaled)
 AN1927
 AN1927                          SUPERSEDED SURVEY CONTROL
 AN1927
 AN1927.No superseded survey control is available for this station.
 AN1927
 AN1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS196520(NAD 83)
 AN1927_MARKER: I = METAL ROD
 AN1927_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1927_SP_SET: STAINLESS STEEL ROD
 AN1927_STAMPING: A 1382 1981
 AN1927_MARK LOGO: NGS   
 AN1927_PROJECTION: RECESSED 4 CENTIMETERS
 AN1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1927_ROD/PIPE-DEPTH: 3.6  meters
 AN1927
 AN1927  HISTORY     - Date     Condition        Report By
 AN1927  HISTORY     - 1981     MONUMENTED       NGS
 AN1927  HISTORY     - 19960727 GOOD             USPSQD
 AN1927
 AN1927                          STATION DESCRIPTION
 AN1927
 AN1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1927'10.7 KM (6.6 MI) NW FROM BEEVILLE.
 AN1927'9.6 KM (6.0 MI) NORTHWEST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1927'COURTHOUSE IN BEEVILLE, THENCE 1.1 KM (0.65 MI) NORTHWEST ALONG U.S.
 AN1927'HIGHWAY 181, AT A BIG OFFSET IN THE HIGHWAY RIGHT-OF-WAY FENCE,
 AN1927'57.9 METERS (190 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 5.7 METERS
 AN1927'(19.0 FT) EAST-SOUTHEAST OF THE CENTER OF A METAL PIPE GATE IN AN
 AN1927'EAST-WEST FENCE LINE, 1.2 METERS (4.0 FT) SOUTH OF A CORNER FENCE POST
 AN1927'IN A NORTH-SOUTH FENCE LINE, 0.3 METER (1.0 FT) WEST OF A 2-METER HIGH
 AN1927'WIRE FENCE.  ROD WAS DRIVEN TO REFUSAL.
 AN1927'THE MARK IS 0.5 METERS  NNW FROM A WITNESS POST.
 AN1927'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 AN1927
 AN1927                          STATION RECOVERY (1996)
 AN1927
 AN1927'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0409 ***********************************************************************
 CE0409  DESIGNATION -  A 1383
 CE0409  PID         -  CE0409
 CE0409  STATE/COUNTY-  TX/EL PASO
 CE0409  USGS QUAD   -  FORT BLISS NE (1995)
 CE0409
 CE0409                         *CURRENT SURVEY CONTROL
 CE0409  ___________________________________________________________________
 CE0409* NAD 83(1986)-  31 59 19.     (N)    106 19 54.     (W)     SCALED    
 CE0409* NAVD 88     -      1220.108  (meters)    4002.97   (feet)  ADJUSTED  
 CE0409  ___________________________________________________________________
 CE0409  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CE0409  DYNAMIC HT  -        1218.251 (meters)    3996.88  (feet)  COMP
 CE0409  MODELED GRAV-     979,076.3   (mgal)                       NAVD 88
 CE0409
 CE0409  VERT ORDER  -  FIRST     CLASS II
 CE0409
 CE0409.The horizontal coordinates were scaled from a topographic map and have
 CE0409.an estimated accuracy of +/- 6 seconds.
 CE0409
 CE0409.The orthometric height was determined by differential leveling
 CE0409.and adjusted by the National Geodetic Survey in June 1991..
 CE0409
 CE0409.The geoid height was determined by GEOID03.
 CE0409
 CE0409.The dynamic height is computed by dividing the NAVD 88
 CE0409.geopotential number by the normal gravity value computed on the
 CE0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0409.degrees latitude (g = 980.6199 gals.).
 CE0409
 CE0409.The modeled gravity was interpolated from observed gravity values.
 CE0409
 CE0409;                    North         East    Units  Estimated Accuracy
 CE0409;SPC TX C     - 3,272,690.      133,390.      MT  (+/- 180 meters Scaled)
 CE0409
 CE0409                          SUPERSEDED SURVEY CONTROL
 CE0409
 CE0409.No superseded survey control is available for this station.
 CE0409
 CE0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR741399(NAD 83)
 CE0409_MARKER: I = METAL ROD
 CE0409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0409_SP_SET: STAINLESS STEEL ROD
 CE0409_STAMPING: A 1383 1980
 CE0409_MARK LOGO: NGS   
 CE0409_PROJECTION: FLUSH
 CE0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0409_ROD/PIPE-DEPTH: 7.6  meters
 CE0409
 CE0409  HISTORY     - Date     Condition        Report By
 CE0409  HISTORY     - 1980     MONUMENTED       NGS
 CE0409
 CE0409                          STATION DESCRIPTION
 CE0409
 CE0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CE0409'1.6 KM (1.0 MI) SW FROM NEWMAN.
 CE0409'1.6 KM (1.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE NEW
 CE0409'MEXICO-TEXAS STATE LINE IN NEWMAN, 1 POLE SOUTHWEST OF MILE POST
 CE0409'1315, 0.3 KM (0.2 MI) NORTHEAST OF A SIDE ROAD LEADING WEST, 12.3
 CE0409'METERS (40.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.3
 CE0409'METERS (37.0 FT) NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 CE0409'RAILROAD AND 0.6 METERS (1.9 FT) NORTHEAST OF A UTILITY POLE.
 CE0409'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0409'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CE0409'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0399 ***********************************************************************
 CE0399  DESIGNATION -  A 1384
 CE0399  PID         -  CE0399
 CE0399  STATE/COUNTY-  TX/EL PASO
 CE0399  USGS QUAD   -  FORT BLISS SE (1994)
 CE0399
 CE0399                         *CURRENT SURVEY CONTROL
 CE0399  ___________________________________________________________________
 CE0399* NAD 83(1986)-  31 47 50.     (N)    106 20 09.     (W)     SCALED    
 CE0399* NAVD 88     -      1212.547  (meters)    3978.16   (feet)  ADJUSTED  
 CE0399  ___________________________________________________________________
 CE0399  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CE0399  DYNAMIC HT  -        1210.688 (meters)    3972.07  (feet)  COMP
 CE0399  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 CE0399
 CE0399  VERT ORDER  -  FIRST     CLASS I
 CE0399
 CE0399.The horizontal coordinates were scaled from a topographic map and have
 CE0399.an estimated accuracy of +/- 6 seconds.
 CE0399
 CE0399.The orthometric height was determined by differential leveling
 CE0399.and adjusted by the National Geodetic Survey in November 1996..
 CE0399
 CE0399.The geoid height was determined by GEOID03.
 CE0399
 CE0399.The dynamic height is computed by dividing the NAVD 88
 CE0399.geopotential number by the normal gravity value computed on the
 CE0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0399.degrees latitude (g = 980.6199 gals.).
 CE0399
 CE0399.The modeled gravity was interpolated from observed gravity values.
 CE0399
 CE0399;                    North         East    Units  Estimated Accuracy
 CE0399;SPC TX C     - 3,251,520.      131,850.      MT  (+/- 180 meters Scaled)
 CE0399
 CE0399                          SUPERSEDED SURVEY CONTROL
 CE0399
 CE0399  NAVD 88 (06/15/91) 1212.540  (m)         3978.14   (f) UNKNOWN     1 1
 CE0399
 CE0399.Superseded values are not recommended for survey control.
 CE0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0399.See file dsdata.txt to determine how the superseded data were derived.
 CE0399
 CE0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR735187(NAD 83)
 CE0399_MARKER: I = METAL ROD
 CE0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0399_SP_SET: STAINLESS STEEL ROD
 CE0399_STAMPING: A 1384 1981
 CE0399_MARK LOGO: NGS   
 CE0399_PROJECTION: FLUSH
 CE0399_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0399+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0399_ROD/PIPE-DEPTH: 9.8  meters
 CE0399
 CE0399  HISTORY     - Date     Condition        Report By
 CE0399  HISTORY     - 1981     MONUMENTED       NGS
 CE0399  HISTORY     - 19921117 GOOD             NGS
 CE0399
 CE0399                          STATION DESCRIPTION
 CE0399
 CE0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0399'8.9 KM (5.5 MI) EAST FROM EL PASO.
 CE0399'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CE0399'8.9 KM (5.5 MI) EASTERLY ALONG U. S. HIGHWAY 62 AND 180 (PAISAN0
 CE0399'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0399'AT THE JUNCTION OF MONTANA AVENUE AND FIRESTONE STREET, 36.7 METERS
 CE0399'(120.4 FT) SOUTH OF THE CENTER OF MONTANA AVENUE, 6.6 METERS (21.6 FT)
 CE0399'WEST OF THE CENTER OF THE STREET, 3.8 METERS (12.6 FT) SOUTHEAST OF
 CE0399'THE SOUTHEAST CORNER OF A CONCRETE CULVERT AND 1.7 METERS (5.5 FT)
 CE0399'NORTH OF UTILITY POLE NUMBER 48.  NOTE=ACCESS TO THE DATUM POINT
 CE0399'IS THROUGH A 5-INCH LOGO CAP.
 CE0399'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CE0399
 CE0399                          STATION RECOVERY (1992)
 CE0399
 CE0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0399'8.7 KM (5.40 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0399'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 28.1 M (92.2 FT) SOUTH
 CE0399'OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 6.6 M (21.7 FT)
 CE0399'WEST OF AND LEVEL WITH THE STREET CENTER, 3.8 M (12.5 FT) SOUTHEAST OF
 CE0399'THE SOUTHEAST CORNER OF A CONCRETE CULVERT, 1.7 M (5.6 FT) NORTH OF
 CE0399'UTILITY POLE NUMBER 48, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.
 CE0399'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1906 ***********************************************************************
 AN1906  DESIGNATION -  A 1385
 AN1906  PID         -  AN1906
 AN1906  STATE/COUNTY-  TX/BEE
 AN1906  USGS QUAD   -  SKIDMORE (1979)
 AN1906
 AN1906                         *CURRENT SURVEY CONTROL
 AN1906  ___________________________________________________________________
 AN1906* NAD 83(1986)-  28 15 07.     (N)    097 41 02.     (W)     SCALED    
 AN1906* NAVD 88     -        48.360  (meters)     158.66   (feet)  ADJUSTED  
 AN1906  ___________________________________________________________________
 AN1906  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1906  DYNAMIC HT  -          48.288 (meters)     158.42  (feet)  COMP
 AN1906  MODELED GRAV-     979,142.0   (mgal)                       NAVD 88
 AN1906
 AN1906  VERT ORDER  -  FIRST     CLASS II
 AN1906
 AN1906.The horizontal coordinates were scaled from a topographic map and have
 AN1906.an estimated accuracy of +/- 6 seconds.
 AN1906
 AN1906.The orthometric height was determined by differential leveling
 AN1906.and adjusted by the National Geodetic Survey in June 1991..
 AN1906
 AN1906.The geoid height was determined by GEOID03.
 AN1906
 AN1906.The dynamic height is computed by dividing the NAVD 88
 AN1906.geopotential number by the normal gravity value computed on the
 AN1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1906.degrees latitude (g = 980.6199 gals.).
 AN1906
 AN1906.The modeled gravity was interpolated from observed gravity values.
 AN1906
 AN1906;                    North         East    Units  Estimated Accuracy
 AN1906;SPC TXSC     - 4,047,120.      729,160.      MT  (+/- 180 meters Scaled)
 AN1906
 AN1906                          SUPERSEDED SURVEY CONTROL
 AN1906
 AN1906.No superseded survey control is available for this station.
 AN1906
 AN1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS291258(NAD 83)
 AN1906_MARKER: I = METAL ROD
 AN1906_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN1906_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN1906_STAMPING: A 1385 1981
 AN1906_MARK LOGO: NGS   
 AN1906_PROJECTION: RECESSED 4 CENTIMETERS
 AN1906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AN1906+STABILITY: POSITION/ELEVATION WELL
 AN1906_ROD/PIPE-DEPTH: 10.9 meters
 AN1906_SLEEVE-DEPTH  : 9.1 meters
 AN1906
 AN1906  HISTORY     - Date     Condition        Report By
 AN1906  HISTORY     - 1981     MONUMENTED       NGS
 AN1906  HISTORY     - 19970725 GOOD             USPSQD
 AN1906
 AN1906                          STATION DESCRIPTION
 AN1906
 AN1906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1906'IN SKIDMORE.
 AN1906'IN SKIDMORE, AT THE POST OFFICE AT THE INTERSECTION OF SEVENTH AND
 AN1906'PATRICIO STREETS, 13.7 METERS (45.0 FT) WEST-SOUTHWEST OF THE
 AN1906'CENTERLINE OF PATRICIO STREET, 5.9 METERS (19.5 FT) NORTH OF THE
 AN1906'SOUTHEAST CORNER OF THE POST OFFICE, 6.0 METERS (20.0 FT) SOUTHEAST OF
 AN1906'THE NORTHEAST CORNER OF THE POST OFFICE, 7.7 METERS (25.5 FT)
 AN1906'SOUTH-SOUTHWEST OF A FLAGPOLE, 1.8 METERS (6.0 FT) EAST OF THE EAST
 AN1906'FACE OF THE POST OFFICE.
 AN1906'THE MARK IS ABOVE LEVEL WITH THE STREET.
 AN1906
 AN1906                          STATION RECOVERY (1997)
 AN1906
 AN1906'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1082 ***********************************************************************
 AH1082  DESIGNATION -  A 1387
 AH1082  PID         -  AH1082
 AH1082  STATE/COUNTY-  TX/KENEDY
 AH1082  USGS QUAD   -  SARITA (1979)
 AH1082
 AH1082                         *CURRENT SURVEY CONTROL
 AH1082  ___________________________________________________________________
 AH1082* NAD 83(1986)-  27 12 16.     (N)    097 47 24.     (W)     SCALED    
 AH1082* NAVD 88     -        10.510  (meters)      34.48   (feet)  ADJUSTED  
 AH1082  ___________________________________________________________________
 AH1082  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH1082  DYNAMIC HT  -          10.494 (meters)      34.43  (feet)  COMP
 AH1082  MODELED GRAV-     979,090.7   (mgal)                       NAVD 88
 AH1082
 AH1082  VERT ORDER  -  FIRST     CLASS II
 AH1082
 AH1082.The horizontal coordinates were scaled from a topographic map and have
 AH1082.an estimated accuracy of +/- 6 seconds.
 AH1082
 AH1082.The orthometric height was determined by differential leveling
 AH1082.and adjusted by the National Geodetic Survey in June 1991..
 AH1082
 AH1082.The geoid height was determined by GEOID03.
 AH1082
 AH1082.The dynamic height is computed by dividing the NAVD 88
 AH1082.geopotential number by the normal gravity value computed on the
 AH1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1082.degrees latitude (g = 980.6199 gals.).
 AH1082
 AH1082.The modeled gravity was interpolated from observed gravity values.
 AH1082
 AH1082;                    North         East    Units  Estimated Accuracy
 AH1082;SPC TX S     - 5,170,570.      370,340.      MT  (+/- 180 meters Scaled)
 AH1082
 AH1082                          SUPERSEDED SURVEY CONTROL
 AH1082
 AH1082.No superseded survey control is available for this station.
 AH1082
 AH1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR198096(NAD 83)
 AH1082_MARKER: I = METAL ROD
 AH1082_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1082_SP_SET: STAINLESS STEEL ROD
 AH1082_STAMPING: A 1387 1981
 AH1082_MARK LOGO: NGS   
 AH1082_PROJECTION: RECESSED 5 CENTIMETERS
 AH1082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1082+STABILITY: POSITION/ELEVATION WELL
 AH1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1082+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AH1082_ROD/PIPE-DEPTH: 12.2 meters
 AH1082
 AH1082  HISTORY     - Date     Condition        Report By
 AH1082  HISTORY     - 1981     MONUMENTED       NGS
 AH1082  HISTORY     - 20040202 GOOD             USPSQD
 AH1082
 AH1082                          STATION DESCRIPTION
 AH1082
 AH1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1082'1.9 KM (1.15 MI) SOUTH FROM SARITA.
 AH1082'1.9 KM (1.15 MI) SOUTH ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM THE
 AH1082'JUNCTION OF A PAVED ROAD LEADING WEST TO THE POST OFFICE IN SARITA,
 AH1082'ALSO 4.8 KM (0.3 MI) SOUTH OF A SAND AND DIRT ROAD LEADING WEST, AND
 AH1082'0.16 KM (0.1 MI) NORTH OF A HIGHWAY DRAINAGE CULVERT HEADWALL,
 AH1082'27.2 METERS (89.1 FT) WEST OF THE CENTERLINE OF HIGHWAY 77 SOUTHBOUND,
 AH1082'5.9 METERS (19.2 FT) SOUTH OF THE CENTER OF AN IRON GATE AND A FIELD
 AH1082'ROAD, 1.5 METERS (5.0 FT) SOUTH OF A 25-CM (10-INCH) WOODEN FENCE
 AH1082'POST.  NOTE-DATUM POINT IS STAMPED 1381, DESIGNATED A CLASS A DUE TO
 AH1082'SOIL AND CLIMATE FACTORS.
 AH1082'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 AH1082'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AH1082
 AH1082                          STATION RECOVERY (2004)
 AH1082
 AH1082'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1594 ***********************************************************************
 AY1594  DESIGNATION -  A 1388
 AY1594  PID         -  AY1594
 AY1594  STATE/COUNTY-  TX/UVALDE
 AY1594  USGS QUAD   -  KNIPPA (1971)
 AY1594
 AY1594                         *CURRENT SURVEY CONTROL
 AY1594  ___________________________________________________________________
 AY1594* NAD 83(1986)-  29 17 42.     (N)    099 38 06.     (W)     SCALED    
 AY1594* NAVD 88     -       298.779  (meters)     980.24   (feet)  ADJUSTED  
 AY1594  ___________________________________________________________________
 AY1594  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AY1594  DYNAMIC HT  -         298.345 (meters)     978.82  (feet)  COMP
 AY1594  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY1594
 AY1594  VERT ORDER  -  FIRST     CLASS II
 AY1594
 AY1594.The horizontal coordinates were scaled from a topographic map and have
 AY1594.an estimated accuracy of +/- 6 seconds.
 AY1594
 AY1594.The orthometric height was determined by differential leveling
 AY1594.and adjusted by the National Geodetic Survey in June 1991..
 AY1594
 AY1594.The geoid height was determined by GEOID03.
 AY1594
 AY1594.The dynamic height is computed by dividing the NAVD 88
 AY1594.geopotential number by the normal gravity value computed on the
 AY1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1594.degrees latitude (g = 980.6199 gals.).
 AY1594
 AY1594.The modeled gravity was interpolated from observed gravity values.
 AY1594
 AY1594;                    North         East    Units  Estimated Accuracy
 AY1594;SPC TXSC     - 4,162,160.      538,310.      MT  (+/- 180 meters Scaled)
 AY1594
 AY1594                          SUPERSEDED SURVEY CONTROL
 AY1594
 AY1594.No superseded survey control is available for this station.
 AY1594
 AY1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT383408(NAD 83)
 AY1594_MARKER: I = METAL ROD
 AY1594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1594_SP_SET: STAINLESS STEEL ROD
 AY1594_STAMPING: A 1388 1982
 AY1594_MARK LOGO: NGS   
 AY1594_PROJECTION: FLUSH
 AY1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1594+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AY1594_ROD/PIPE-DEPTH: 9.8  meters
 AY1594
 AY1594  HISTORY     - Date     Condition        Report By
 AY1594  HISTORY     - 1982     MONUMENTED       NGS
 AY1594  HISTORY     - 20041007 GOOD             USPSQD
 AY1594
 AY1594                          STATION DESCRIPTION
 AY1594
 AY1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1594'0.32 KM (0.2 MI) ENE FROM KNIPPA.
 AY1594'0.32 KM (0.2 MI) EAST NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE
 AY1594'JUNCTION OF FARM ROAD 1049 SOUTH IN KNIPPA, AT THE NORTHWEST CORNER OF
 AY1594'PROPERTY OF BARRY BALZEN, 18.1 METERS (59.3 FT) SOUTHEAST OF
 AY1594'CENTERLINE OF HIGHWAY, 6.7 METERS (22.0 FT) SOUTHWEST OF MOST
 AY1594'SOUTHWEST GRAVEL DRIVE TO RESIDENCE, 1.8 METERS (6.0 FT) SOUTH
 AY1594'SOUTHWEST OF A 77 CM (30 INCH) OAK TREE, 0.30 METERS (1.0 FT)
 AY1594'SOUTHEAST OF A CORNER FENCE POST, 0.30 METERS (1.0 FT) EAST OF A
 AY1594'FENCE, AND 12.1 METERS (39.8 FT) NORTHWEST OF A POWERLINE POLE.
 AY1594'THE MARK IS 0.41 METERS  SE FROM A WITNESS POST.
 AY1594'THE MARK IS 0.15 M BELOW HIGHWAY.
 AY1594
 AY1594                          STATION RECOVERY (2004)
 AY1594
 AY1594'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0381 ***********************************************************************
 CE0381  DESIGNATION -  A 1389
 CE0381  PID         -  CE0381
 CE0381  STATE/COUNTY-  TX/EL PASO
 CE0381  USGS QUAD   -  ISLA (1972)
 CE0381
 CE0381                         *CURRENT SURVEY CONTROL
 CE0381  ___________________________________________________________________
 CE0381* NAD 83(1986)-  31 29 39.     (N)    106 08 57.     (W)     SCALED    
 CE0381* NAVD 88     -      1099.240  (meters)    3606.42   (feet)  ADJUSTED  
 CE0381  ___________________________________________________________________
 CE0381  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0381  DYNAMIC HT  -        1097.540 (meters)    3600.85  (feet)  COMP
 CE0381  MODELED GRAV-     979,056.8   (mgal)                       NAVD 88
 CE0381
 CE0381  VERT ORDER  -  FIRST     CLASS II
 CE0381
 CE0381.The horizontal coordinates were scaled from a topographic map and have
 CE0381.an estimated accuracy of +/- 6 seconds.
 CE0381
 CE0381.The orthometric height was determined by differential leveling
 CE0381.and adjusted by the National Geodetic Survey in June 1991..
 CE0381
 CE0381.The geoid height was determined by GEOID03.
 CE0381
 CE0381.The dynamic height is computed by dividing the NAVD 88
 CE0381.geopotential number by the normal gravity value computed on the
 CE0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0381.degrees latitude (g = 980.6199 gals.).
 CE0381
 CE0381.The modeled gravity was interpolated from observed gravity values.
 CE0381
 CE0381;                    North         East    Units  Estimated Accuracy
 CE0381;SPC TX C     - 3,217,030.      147,750.      MT  (+/- 180 meters Scaled)
 CE0381
 CE0381                          SUPERSEDED SURVEY CONTROL
 CE0381
 CE0381.No superseded survey control is available for this station.
 CE0381
 CE0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ908849(NAD 83)
 CE0381_MARKER: I = METAL ROD
 CE0381_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CE0381_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CE0381_STAMPING: A 1389 1981
 CE0381_MARK LOGO: NGS   
 CE0381_PROJECTION: FLUSH
 CE0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0381+STABILITY: POSITION/ELEVATION WELL
 CE0381_ROD/PIPE-DEPTH: 18.9 meters
 CE0381_SLEEVE-DEPTH  : 18.0 meters
 CE0381
 CE0381  HISTORY     - Date     Condition        Report By
 CE0381  HISTORY     - 1981     MONUMENTED       NGS
 CE0381
 CE0381                          STATION DESCRIPTION
 CE0381
 CE0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0381'0.7 KM (0.45 MI) SE FROM FABENS.
 CE0381'0.7 KM (0.45 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0381'OFFICE IN FABENS, 63.1 METERS (207.0 FT) SOUTHEAST OF THE CENTER
 CE0381'OF A PAVED ROAD LEADING EAST, 24.4 METERS (80.0 FT) NORTHEAST OF
 CE0381'THE CENTERLINE OF THE HIGHWAY, 17.7 METERS (58.0 FT) SOUTHWEST
 CE0381'OF THE NEAR RAIL AND 3.0 METERS (10.0 FT) NORTHWEST OF A UTILITY
 CE0381'POLE.
 CE0381'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CE0381'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0021 ***********************************************************************
 FL0021  DESIGNATION -  A 139 RESET 1965
 FL0021  PID         -  FL0021
 FL0021  STATE/COUNTY-  TX/HEMPHILL
 FL0021  USGS QUAD   -  MENDOTA (1967)
 FL0021
 FL0021                         *CURRENT SURVEY CONTROL
 FL0021  ___________________________________________________________________
 FL0021* NAD 83(1986)-  35 47 19.     (N)    100 23 38.     (W)     SCALED    
 FL0021* NAVD 88     -       850.41   (+/-2cm)    2790.1    (feet)  VERTCON   
 FL0021  ___________________________________________________________________
 FL0021  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 FL0021
 FL0021  VERT ORDER  -  THIRD (See Below)
 FL0021
 FL0021.The horizontal coordinates were scaled from a topographic map and have
 FL0021.an estimated accuracy of +/- 6 seconds.
 FL0021
 FL0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0021.The vertical order pertains to the NGVD 29 superseded value.
 FL0021
 FL0021.The geoid height was determined by GEOID03.
 FL0021
 FL0021;                    North         East    Units  Estimated Accuracy
 FL0021;SPC TX N     - 1,198,980.      299,990.      MT  (+/- 180 meters Scaled)
 FL0021
 FL0021                          SUPERSEDED SURVEY CONTROL
 FL0021
 FL0021  NGVD 29 (01/29/03)  850.04   (m)         2788.8    (f) RESET       3  
 FL0021
 FL0021.Superseded values are not recommended for survey control.
 FL0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0021.See file dsdata.txt to determine how the superseded data were derived.
 FL0021
 FL0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE740613(NAD 83)
 FL0021_MARKER: DB = BENCH MARK DISK
 FL0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0021_STAMPING: A 139 RESET 1965
 FL0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0021+STABILITY: SURFACE MOTION
 FL0021
 FL0021  HISTORY     - Date     Condition        Report By
 FL0021  HISTORY     - 1965     MONUMENTED       CGS
 FL0021
 FL0021                          STATION DESCRIPTION
 FL0021
 FL0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FL0021'8.7 MI S FROM CANADIAN.
 FL0021'ABOUT 8.7 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE TRAFFIC LIGHT AT
 FL0021'MAIN STREET AND SECOND STREET IN CANADIAN TO SITE OF BENCH MARK, ABOUT
 FL0021'0.2 MILE SOUTH OF THE TOP OF GRADE, ABOUT 0.1 MILE SOUTH OF A ROAD
 FL0021'LEADING WEST FROM THE HIGHWAY, 66 FEET WEST OF THE CENTER LINE OF
 FL0021'HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY
 FL0021'DEPARTMENT BASE STATION 84 + 91.  A STANDARD DISK SET IN A 12 X 12 IN.
 FL0021'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 FL0021'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0604 ***********************************************************************
 CC0604  DESIGNATION -  A 1390
 CC0604  PID         -  CC0604
 CC0604  STATE/COUNTY-  TX/WARD
 CC0604  USGS QUAD   -  PECOS EAST (1981)
 CC0604
 CC0604                         *CURRENT SURVEY CONTROL
 CC0604  ___________________________________________________________________
 CC0604* NAD 83(1986)-  31 27 15.     (N)    103 24 14.     (W)     SCALED    
 CC0604* NAVD 88     -       781.255  (meters)    2563.17   (feet)  ADJUSTED  
 CC0604  ___________________________________________________________________
 CC0604  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CC0604  DYNAMIC HT  -         780.118 (meters)    2559.44  (feet)  COMP
 CC0604  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 CC0604
 CC0604  VERT ORDER  -  FIRST     CLASS II
 CC0604
 CC0604.The horizontal coordinates were scaled from a topographic map and have
 CC0604.an estimated accuracy of +/- 6 seconds.
 CC0604
 CC0604.The orthometric height was determined by differential leveling
 CC0604.and adjusted by the National Geodetic Survey in June 1991..
 CC0604
 CC0604.The geoid height was determined by GEOID03.
 CC0604
 CC0604.The dynamic height is computed by dividing the NAVD 88
 CC0604.geopotential number by the normal gravity value computed on the
 CC0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0604.degrees latitude (g = 980.6199 gals.).
 CC0604
 CC0604.The modeled gravity was interpolated from observed gravity values.
 CC0604
 CC0604;                    North         East    Units  Estimated Accuracy
 CC0604;SPC TX C     - 3,202,180.      408,210.      MT  (+/- 180 meters Scaled)
 CC0604
 CC0604                          SUPERSEDED SURVEY CONTROL
 CC0604
 CC0604.No superseded survey control is available for this station.
 CC0604
 CC0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ516810(NAD 83)
 CC0604_MARKER: I = METAL ROD
 CC0604_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0604_SP_SET: STAINLESS STEEL ROD
 CC0604_STAMPING: A 1390 1981
 CC0604_MARK LOGO: NGS   
 CC0604_PROJECTION: FLUSH
 CC0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0604_ROD/PIPE-DEPTH: 8.5  meters
 CC0604
 CC0604  HISTORY     - Date     Condition        Report By
 CC0604  HISTORY     - 1981     MONUMENTED       NGS
 CC0604
 CC0604                          STATION DESCRIPTION
 CC0604
 CC0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0604'13.8 KM (8.55 MI) NE FROM PECOS.
 CC0604'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0604'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 11.3 KM (7.05 MI) NORTHEAST
 CC0604'ALONG THE MISSOURI PACIFIC RAILROAD, 21.9 METERS (71.9 FT)
 CC0604'SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 80, 19.5 METERS
 CC0604'(64.0 FT) EAST-NORTHEAST OF A FIELD ENTRANCE, AND 1.7 METERS (5.5 FT)
 CC0604'SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CC0604'THROUGH A 5-INCH LOGO CAP.
 CC0604'THE MARK IS 0.4 METERS  NNW FROM  A WITNESS POST AND FENCE
 CC0604'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0575 ***********************************************************************
 CC0575  DESIGNATION -  A 1391
 CC0575  PID         -  CC0575
 CC0575  STATE/COUNTY-  TX/REEVES
 CC0575  USGS QUAD   -  PECOS WEST (1981)
 CC0575
 CC0575                         *CURRENT SURVEY CONTROL
 CC0575  ___________________________________________________________________
 CC0575* NAD 83(1986)-  31 28 23.     (N)    103 31 20.     (W)     SCALED    
 CC0575* NAVD 88     -       797.906  (meters)    2617.80   (feet)  ADJUSTED  
 CC0575  ___________________________________________________________________
 CC0575  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 CC0575  DYNAMIC HT  -         796.740 (meters)    2613.97  (feet)  COMP
 CC0575  MODELED GRAV-     979,153.5   (mgal)                       NAVD 88
 CC0575
 CC0575  VERT ORDER  -  FIRST     CLASS II
 CC0575
 CC0575.The horizontal coordinates were scaled from a topographic map and have
 CC0575.an estimated accuracy of +/- 6 seconds.
 CC0575
 CC0575.The orthometric height was determined by differential leveling
 CC0575.and adjusted by the National Geodetic Survey in June 1991..
 CC0575
 CC0575.The geoid height was determined by GEOID03.
 CC0575
 CC0575.The dynamic height is computed by dividing the NAVD 88
 CC0575.geopotential number by the normal gravity value computed on the
 CC0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0575.degrees latitude (g = 980.6199 gals.).
 CC0575
 CC0575.The modeled gravity was interpolated from observed gravity values.
 CC0575
 CC0575;                    North         East    Units  Estimated Accuracy
 CC0575;SPC TX C     - 3,204,590.      397,030.      MT  (+/- 180 meters Scaled)
 CC0575
 CC0575                          SUPERSEDED SURVEY CONTROL
 CC0575
 CC0575.No superseded survey control is available for this station.
 CC0575
 CC0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ403829(NAD 83)
 CC0575_MARKER: I = METAL ROD
 CC0575_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0575_SP_SET: STAINLESS STEEL ROD
 CC0575_STAMPING: A 1391 1981
 CC0575_MARK LOGO: NGS   
 CC0575_PROJECTION: FLUSH
 CC0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0575_ROD/PIPE-DEPTH: 9.8  meters
 CC0575
 CC0575  HISTORY     - Date     Condition        Report By
 CC0575  HISTORY     - 1981     MONUMENTED       NGS
 CC0575
 CC0575                          STATION DESCRIPTION
 CC0575
 CC0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0575'5.6 KM (3.5 MI) NORTH FROM PECOS.
 CC0575'5.6 KM (3.5 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0575'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0575'PECOS, 0.4 KM (0.25 MI) SOUTH OF THE CROSSING OF U.S. HIGHWAY 285
 CC0575'0.2 KM (0.15 MI) NORTH OF MILE POST 268, 27.0 METERS (88.5 FT) EAST
 CC0575'OF THE NEAR RAIL, 8.4 METERS (27.5 FT) EAST OF THE CENTER OF A
 CC0575'PAVED ROAD, 0.6 METER (1.8 FT) NORTH OF A FENCE CORNER, AND 0.4
 CC0575'METER (1.2 FT) NORTH-NORTHEAST OF A FENCE.
 CC0575'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0575'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 CC0575'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0845 ***********************************************************************
 CD0845  DESIGNATION -  A 1392
 CD0845  PID         -  CD0845
 CD0845  STATE/COUNTY-  TX/HUDSPETH
 CD0845  USGS QUAD   -  CORNUDAS (1984)
 CD0845
 CD0845                         *CURRENT SURVEY CONTROL
 CD0845  ___________________________________________________________________
 CD0845* NAD 83(1986)-  31 46 01.     (N)    105 24 06.     (W)     SCALED    
 CD0845* NAVD 88     -      1284.942  (meters)    4215.68   (feet)  ADJUSTED  
 CD0845  ___________________________________________________________________
 CD0845  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CD0845  DYNAMIC HT  -        1283.003 (meters)    4209.32  (feet)  COMP
 CD0845  MODELED GRAV-     979,085.7   (mgal)                       NAVD 88
 CD0845
 CD0845  VERT ORDER  -  FIRST     CLASS II
 CD0845
 CD0845.The horizontal coordinates were scaled from a topographic map and have
 CD0845.an estimated accuracy of +/- 6 seconds.
 CD0845
 CD0845.The orthometric height was determined by differential leveling
 CD0845.and adjusted by the National Geodetic Survey in June 1991..
 CD0845
 CD0845.The geoid height was determined by GEOID03.
 CD0845
 CD0845.The dynamic height is computed by dividing the NAVD 88
 CD0845.geopotential number by the normal gravity value computed on the
 CD0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0845.degrees latitude (g = 980.6199 gals.).
 CD0845
 CD0845.The modeled gravity was interpolated from observed gravity values.
 CD0845
 CD0845;                    North         East    Units  Estimated Accuracy
 CD0845;SPC TX C     - 3,243,770.      220,050.      MT  (+/- 180 meters Scaled)
 CD0845
 CD0845                          SUPERSEDED SURVEY CONTROL
 CD0845
 CD0845.No superseded survey control is available for this station.
 CD0845
 CD0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR619146(NAD 83)
 CD0845_MARKER: I = METAL ROD
 CD0845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0845_SP_SET: STAINLESS STEEL ROD
 CD0845_STAMPING: A 1392 1981
 CD0845_MARK LOGO: NGS   
 CD0845_PROJECTION: FLUSH
 CD0845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0845+STABILITY: POSITION/ELEVATION WELL
 CD0845_ROD/PIPE-DEPTH: 5.8  meters
 CD0845
 CD0845  HISTORY     - Date     Condition        Report By
 CD0845  HISTORY     - 1981     MONUMENTED       NGS
 CD0845
 CD0845                          STATION DESCRIPTION
 CD0845
 CD0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0845'101.4 KM (63.0 MI) EAST FROM EL PASO.
 CD0845'101.4 KM (63.0 FT) EASTERLY ALONG U. S. HIGHWAYS 62 AND 181 (PAISANO
 CD0845'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0845'19.8 METERS (65.0 FT) EAST-SOUTHEAST OF THE CENTER OF A WIRE GATE,
 CD0845'15.2 METERS (49.8 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 CD0845'HIGHWAY, 14.9 METERS (48.9 FT) SOUTH-SOUTHWEST OF A HIGHWAY
 CD0845'RIGHT OF WAY MARKER AND 0.3 METER (1.0 FT) NORTH-NORTHEAST OF THE
 CD0845'CENTER OF A WIRE GATE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CD0845'A 5-INCH LOGO CAP.
 CD0845'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CD0845'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0382 ***********************************************************************
 CE0382  DESIGNATION -  A 1393
 CE0382  PID         -  CE0382
 CE0382  STATE/COUNTY-  TX/EL PASO
 CE0382  USGS QUAD   -  ISLA (1972)
 CE0382
 CE0382                         *CURRENT SURVEY CONTROL
 CE0382  ___________________________________________________________________
 CE0382* NAD 83(1986)-  31 29 18.     (N)    106 08 34.     (W)     SCALED    
 CE0382* NAVD 88     -      1098.135  (meters)    3602.80   (feet)  ADJUSTED  
 CE0382  ___________________________________________________________________
 CE0382  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0382  DYNAMIC HT  -        1096.436 (meters)    3597.22  (feet)  COMP
 CE0382  MODELED GRAV-     979,055.7   (mgal)                       NAVD 88
 CE0382
 CE0382  VERT ORDER  -  FIRST     CLASS II
 CE0382
 CE0382.The horizontal coordinates were scaled from a topographic map and have
 CE0382.an estimated accuracy of +/- 6 seconds.
 CE0382
 CE0382.The orthometric height was determined by differential leveling
 CE0382.and adjusted by the National Geodetic Survey in June 1991..
 CE0382
 CE0382.The geoid height was determined by GEOID03.
 CE0382
 CE0382.The dynamic height is computed by dividing the NAVD 88
 CE0382.geopotential number by the normal gravity value computed on the
 CE0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0382.degrees latitude (g = 980.6199 gals.).
 CE0382
 CE0382.The modeled gravity was interpolated from observed gravity values.
 CE0382
 CE0382;                    North         East    Units  Estimated Accuracy
 CE0382;SPC TX C     - 3,216,350.      148,320.      MT  (+/- 180 meters Scaled)
 CE0382
 CE0382                          SUPERSEDED SURVEY CONTROL
 CE0382
 CE0382.No superseded survey control is available for this station.
 CE0382
 CE0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ914842(NAD 83)
 CE0382_MARKER: I = METAL ROD
 CE0382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0382_SP_SET: STAINLESS STEEL ROD
 CE0382_STAMPING: A 1393 1981
 CE0382_MARK LOGO: NGS   
 CE0382_PROJECTION: FLUSH
 CE0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0382_ROD/PIPE-DEPTH: 18.3 meters
 CE0382
 CE0382  HISTORY     - Date     Condition        Report By
 CE0382  HISTORY     - 1981     MONUMENTED       NGS
 CE0382
 CE0382                          STATION DESCRIPTION
 CE0382
 CE0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0382'1.8 KM (1.1 MI) SE FROM FABENS.
 CE0382'1.8 KM (1.1 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0382'OFFICE IN FABENS, 11.2 METERS (36.8 FT) SOUTHWEST OF THE CENTERLINE
 CE0382'OF THE HIGHWAY, 11.9  METERS (39.0 FT) SOUTHEAST OF THE CENTER OF
 CE0382'A PRIVATE ROAD AND 3.2 METERS (10.5 FT) WEST OF UTILITY POLE NUMBER
 CE0382'46.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0382'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 CE0382'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0775 ***********************************************************************
 CD0775  DESIGNATION -  A 1394
 CD0775  PID         -  CD0775
 CD0775  STATE/COUNTY-  TX/HUDSPETH
 CD0775  USGS QUAD   -  ESPERANZA (1972)
 CD0775
 CD0775                         *CURRENT SURVEY CONTROL
 CD0775  ___________________________________________________________________
 CD0775* NAD 83(1986)-  31 10 47.     (N)    105 42 45.     (W)     SCALED    
 CD0775* NAVD 88     -      1084.347  (meters)    3557.56   (feet)  ADJUSTED  
 CD0775  ___________________________________________________________________
 CD0775  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CD0775  DYNAMIC HT  -        1082.653 (meters)    3552.00  (feet)  COMP
 CD0775  MODELED GRAV-     979,042.0   (mgal)                       NAVD 88
 CD0775
 CD0775  VERT ORDER  -  FIRST     CLASS II
 CD0775
 CD0775.The horizontal coordinates were scaled from a topographic map and have
 CD0775.an estimated accuracy of +/- 6 seconds.
 CD0775
 CD0775.The orthometric height was determined by differential leveling
 CD0775.and adjusted by the National Geodetic Survey in June 1991..
 CD0775
 CD0775.The geoid height was determined by GEOID03.
 CD0775
 CD0775.The dynamic height is computed by dividing the NAVD 88
 CD0775.geopotential number by the normal gravity value computed on the
 CD0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0775.degrees latitude (g = 980.6199 gals.).
 CD0775
 CD0775.The modeled gravity was interpolated from observed gravity values.
 CD0775
 CD0775;                    North         East    Units  Estimated Accuracy
 CD0775;SPC TX C     - 3,180,120.      187,490.      MT  (+/- 180 meters Scaled)
 CD0775
 CD0775                          SUPERSEDED SURVEY CONTROL
 CD0775
 CD0775.No superseded survey control is available for this station.
 CD0775
 CD0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ321497(NAD 83)
 CD0775_MARKER: I = METAL ROD
 CD0775_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0775_SP_SET: STAINLESS STEEL ROD
 CD0775_STAMPING: A 1394 1981
 CD0775_MARK LOGO: NGS   
 CD0775_PROJECTION: FLUSH
 CD0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0775+STABILITY: POSITION/ELEVATION WELL
 CD0775_ROD/PIPE-DEPTH: 7.3  meters
 CD0775
 CD0775  HISTORY     - Date     Condition        Report By
 CD0775  HISTORY     - 1981     MONUMENTED       NGS
 CD0775
 CD0775                          STATION DESCRIPTION
 CD0775
 CD0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0775'37.2 KM (23.1 MI) NW FROM SIERRA BLANCA.
 CD0775'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0775'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0775'SOUTH ALONG A GRAVELED ROAD, THENCE 30.8 KM (19.1 MI) NORTHWESTERLY
 CD0775'ALONG INTERSTATE HIGHWAY 10, 0.6 KM (0.35 MI) SOUTHEAST OF MILEPOST
 CD0775'84, 53.0 METERS (174.0 FT) EAST OF THE NORTH CORNER OF A BOX CULVERT
 CD0775'AND 31.9 METERS (104.5 FT) NORTHEAST OF THE CENTERLINE OF THE WEST
 CD0775'BOUND LANES OF THE HIGHWAY,  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CD0775'A 5-INCH LOGO CAP.
 CD0775'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CD0775'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0853 ***********************************************************************
 CD0853  DESIGNATION -  A 1395
 CD0853  PID         -  CD0853
 CD0853  STATE/COUNTY-  TX/CULBERSON
 CD0853  USGS QUAD   -  WILD HORSE (1979)
 CD0853
 CD0853                         *CURRENT SURVEY CONTROL
 CD0853  ___________________________________________________________________
 CD0853* NAD 83(1986)-  31 02 37.     (N)    104 44 06.     (W)     SCALED    
 CD0853* NAVD 88     -      1190.682  (meters)    3906.43   (feet)  ADJUSTED  
 CD0853  ___________________________________________________________________
 CD0853  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0853  DYNAMIC HT  -        1188.816 (meters)    3900.31  (feet)  COMP
 CD0853  MODELED GRAV-     979,032.9   (mgal)                       NAVD 88
 CD0853
 CD0853  VERT ORDER  -  FIRST     CLASS II
 CD0853
 CD0853.The horizontal coordinates were scaled from a topographic map and have
 CD0853.an estimated accuracy of +/- 6 seconds.
 CD0853
 CD0853.The orthometric height was determined by differential leveling
 CD0853.and adjusted by the National Geodetic Survey in June 1991..
 CD0853
 CD0853.The geoid height was determined by GEOID03.
 CD0853
 CD0853.The dynamic height is computed by dividing the NAVD 88
 CD0853.geopotential number by the normal gravity value computed on the
 CD0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0853.degrees latitude (g = 980.6199 gals.).
 CD0853
 CD0853.The modeled gravity was interpolated from observed gravity values.
 CD0853
 CD0853;                    North         East    Units  Estimated Accuracy
 CD0853;SPC TX C     - 3,160,950.      279,970.      MT  (+/- 180 meters Scaled)
 CD0853
 CD0853                          SUPERSEDED SURVEY CONTROL
 CD0853
 CD0853.No superseded survey control is available for this station.
 CD0853
 CD0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ252344(NAD 83)
 CD0853_MARKER: I = METAL ROD
 CD0853_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0853+WITH SETTING: INFORMATION.
 CD0853_SP_SET: SHALLOW SET METAL ROD
 CD0853_STAMPING: A 1395 1981
 CD0853_MARK LOGO: NGS   
 CD0853_PROJECTION: FLUSH
 CD0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0853_ROD/PIPE-DEPTH: 0.9  meters
 CD0853
 CD0853  HISTORY     - Date     Condition        Report By
 CD0853  HISTORY     - 1981     MONUMENTED       NGS
 CD0853
 CD0853                          STATION DESCRIPTION
 CD0853
 CD0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0853'9.4 KM (5.85 MI) EAST FROM VAN HORN.
 CD0853'9.4 KM (5.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0853'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.2 KM (0.15 MI) WEST
 CD0853'OF MILE POST 146, 39.3 METERS (129.0 FT) NORTH OF THE CENTERLINE
 CD0853'OF A FRONTAGE ROAD, AND 1.7 METERS (5.6 FT) WEST OF A UTILITY POLE.
 CD0853'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0853'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0853'THE MARK IS 1.0 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0881 ***********************************************************************
 CD0881  DESIGNATION -  A 1396
 CD0881  PID         -  CD0881
 CD0881  STATE/COUNTY-  TX/CULBERSON
 CD0881  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0881
 CD0881                         *CURRENT SURVEY CONTROL
 CD0881  ___________________________________________________________________
 CD0881* NAD 83(1986)-  31 03 56.     (N)    104 19 38.     (W)     SCALED    
 CD0881* NAVD 88     -      1335.777  (meters)    4382.46   (feet)  ADJUSTED  
 CD0881  ___________________________________________________________________
 CD0881  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 CD0881  DYNAMIC HT  -        1333.687 (meters)    4375.60  (feet)  COMP
 CD0881  MODELED GRAV-     979,028.6   (mgal)                       NAVD 88
 CD0881
 CD0881  VERT ORDER  -  FIRST     CLASS II
 CD0881
 CD0881.The horizontal coordinates were scaled from a topographic map and have
 CD0881.an estimated accuracy of +/- 6 seconds.
 CD0881
 CD0881.The orthometric height was determined by differential leveling
 CD0881.and adjusted by the National Geodetic Survey in June 1991..
 CD0881
 CD0881.The geoid height was determined by GEOID03.
 CD0881
 CD0881.The dynamic height is computed by dividing the NAVD 88
 CD0881.geopotential number by the normal gravity value computed on the
 CD0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0881.degrees latitude (g = 980.6199 gals.).
 CD0881
 CD0881.The modeled gravity was interpolated from observed gravity values.
 CD0881
 CD0881;                    North         East    Units  Estimated Accuracy
 CD0881;SPC TX C     - 3,161,920.      318,950.      MT  (+/- 180 meters Scaled)
 CD0881
 CD0881                          SUPERSEDED SURVEY CONTROL
 CD0881
 CD0881.No superseded survey control is available for this station.
 CD0881
 CD0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ641370(NAD 83)
 CD0881_MARKER: I = METAL ROD
 CD0881_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0881+WITH SETTING: INFORMATION.
 CD0881_SP_SET: SHALLOW SET METAL ROD
 CD0881_STAMPING: A 1396 1981
 CD0881_MARK LOGO: NGS   
 CD0881_PROJECTION: FLUSH
 CD0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0881_ROD/PIPE-DEPTH: 1.5  meters
 CD0881
 CD0881  HISTORY     - Date     Condition        Report By
 CD0881  HISTORY     - 1981     MONUMENTED       NGS
 CD0881
 CD0881                          STATION DESCRIPTION
 CD0881
 CD0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0881'10.5 KM (6.5 MI) WEST FROM KENT.
 CD0881'10.5 KM (6.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0881'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 0.3 KM
 CD0881'(0.2 MI) EAST OF MILE POST 170, AND 44.5 METERS (146.0 FT) NORTH
 CD0881'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 CD0881'THROUGH A 5-INCH LOGO CAP.
 CD0881'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0881'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0588 ***********************************************************************
 CC0588  DESIGNATION -  A 1397
 CC0588  PID         -  CC0588
 CC0588  STATE/COUNTY-  TX/REEVES
 CC0588  USGS QUAD   -  GOZAR (1970)
 CC0588
 CC0588                         *CURRENT SURVEY CONTROL
 CC0588  ___________________________________________________________________
 CC0588* NAD 83(1986)-  31 13 22.     (N)    103 54 10.     (W)     SCALED    
 CC0588* NAVD 88     -       979.609  (meters)    3213.93   (feet)  ADJUSTED  
 CC0588  ___________________________________________________________________
 CC0588  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CC0588  DYNAMIC HT  -         978.156 (meters)    3209.17  (feet)  COMP
 CC0588  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 CC0588
 CC0588  VERT ORDER  -  FIRST     CLASS II
 CC0588
 CC0588.The horizontal coordinates were scaled from a topographic map and have
 CC0588.an estimated accuracy of +/- 6 seconds.
 CC0588
 CC0588.The orthometric height was determined by differential leveling
 CC0588.and adjusted by the National Geodetic Survey in June 1991..
 CC0588
 CC0588.The geoid height was determined by GEOID03.
 CC0588
 CC0588.The dynamic height is computed by dividing the NAVD 88
 CC0588.geopotential number by the normal gravity value computed on the
 CC0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0588.degrees latitude (g = 980.6199 gals.).
 CC0588
 CC0588.The modeled gravity was interpolated from observed gravity values.
 CC0588
 CC0588;                    North         East    Units  Estimated Accuracy
 CC0588;SPC TX C     - 3,177,960.      359,990.      MT  (+/- 180 meters Scaled)
 CC0588
 CC0588                          SUPERSEDED SURVEY CONTROL
 CC0588
 CC0588.No superseded survey control is available for this station.
 CC0588
 CC0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ045548(NAD 83)
 CC0588_MARKER: I = METAL ROD
 CC0588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0588+WITH SETTING: INFORMATION.
 CC0588_SP_SET: SHALLOW SET METAL ROD
 CC0588_STAMPING: A 1397 1981
 CC0588_MARK LOGO: NGS   
 CC0588_PROJECTION: FLUSH
 CC0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0588_ROD/PIPE-DEPTH: 2.7  meters
 CC0588
 CC0588  HISTORY     - Date     Condition        Report By
 CC0588  HISTORY     - 1981     MONUMENTED       NGS
 CC0588
 CC0588                          STATION DESCRIPTION
 CC0588
 CC0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0588'14.9 KM (9.25 MI) SW FROM TOYAH.
 CC0588'14.9 KM (9.25 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0588'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 1.0 KM (0.6 MI) SOUTHWEST OF
 CC0588'MILE POST 14, 0.6 KM (0.4 MI) NORTHEAST OF MILE POST 13, AT EXIT
 CC0588'13 (MCALPINE ROAD), 27.4 METERS (90.0 FT) SOUTH-SOUTHEAST OF THE
 CC0588'SOUTHWEST CORNER OF A WINGWALL OF THE OVERPASS, AND 15.5 METERS
 CC0588'(51.0 FT) SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD.
 CC0588'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0588'ROD WAS DRIVEN TO REFUSAL AT 9.0 FT.
 CC0588'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CC0588'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0339 ***********************************************************************
 BQ0339  DESIGNATION -  A 1398
 BQ0339  PID         -  BQ0339
 BQ0339  STATE/COUNTY-  TX/CULBERSON
 BQ0339  USGS QUAD   -  CHISPA MOUNTAIN (1972)
 BQ0339
 BQ0339                         *CURRENT SURVEY CONTROL
 BQ0339  ___________________________________________________________________
 BQ0339* NAD 83(1986)-  30 47 47.     (N)    104 44 37.     (W)     SCALED    
 BQ0339* NAVD 88     -      1234.568  (meters)    4050.41   (feet)  ADJUSTED  
 BQ0339  ___________________________________________________________________
 BQ0339  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 BQ0339  DYNAMIC HT  -        1232.597 (meters)    4043.95  (feet)  COMP
 BQ0339  MODELED GRAV-     979,002.0   (mgal)                       NAVD 88
 BQ0339
 BQ0339  VERT ORDER  -  FIRST     CLASS II
 BQ0339
 BQ0339.The horizontal coordinates were scaled from a topographic map and have
 BQ0339.an estimated accuracy of +/- 6 seconds.
 BQ0339
 BQ0339.The orthometric height was determined by differential leveling
 BQ0339.and adjusted by the National Geodetic Survey in June 1991..
 BQ0339
 BQ0339.The geoid height was determined by GEOID03.
 BQ0339
 BQ0339.The dynamic height is computed by dividing the NAVD 88
 BQ0339.geopotential number by the normal gravity value computed on the
 BQ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0339.degrees latitude (g = 980.6199 gals.).
 BQ0339
 BQ0339.The modeled gravity was interpolated from observed gravity values.
 BQ0339
 BQ0339;                    North         East    Units  Estimated Accuracy
 BQ0339;SPC TX C     - 3,133,600.      278,070.      MT  (+/- 180 meters Scaled)
 BQ0339
 BQ0339                          SUPERSEDED SURVEY CONTROL
 BQ0339
 BQ0339.No superseded survey control is available for this station.
 BQ0339
 BQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ245070(NAD 83)
 BQ0339_MARKER: I = METAL ROD
 BQ0339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0339_SP_SET: STAINLESS STEEL ROD
 BQ0339_STAMPING: A 1398 1981
 BQ0339_MARK LOGO: NGS   
 BQ0339_PROJECTION: FLUSH
 BQ0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0339+STABILITY: POSITION/ELEVATION WELL
 BQ0339_ROD/PIPE-DEPTH: 7.3  meters
 BQ0339
 BQ0339  HISTORY     - Date     Condition        Report By
 BQ0339  HISTORY     - 1981     MONUMENTED       NGS
 BQ0339
 BQ0339                          STATION DESCRIPTION
 BQ0339
 BQ0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0339'28.3 KM (17.6 MI) SE FROM VAN HORN.
 BQ0339'28.3 KM (17.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0339'JUNCTION WITH INTERSTATE HIGHWAY 10, AT THE JUNCTION OF FARM ROAD
 BQ0339'1523, 24.7 METERS (81.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE ROAD,
 BQ0339'18.5 METERS (60.6 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BQ0339'4.0 METERS (13.0 FT) NORTH-NORTHWEST OF A FENCE CORNER AND 1.6 METERS
 BQ0339'(5.2 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 BQ0339'POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 24.0 FT.
 BQ0339'THE MARK IS 0.4 METERS  ENE FROM  A WITNESS POST AND FENCE
 BQ0339'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0363 ***********************************************************************
 BQ0363  DESIGNATION -  A 1399
 BQ0363  PID         -  BQ0363
 BQ0363  STATE/COUNTY-  TX/PRESIDIO
 BQ0363  USGS QUAD   -  MARFA (1983)
 BQ0363
 BQ0363                         *CURRENT SURVEY CONTROL
 BQ0363  ___________________________________________________________________
 BQ0363* NAD 83(1986)-  30 18 58.     (N)    104 04 31.     (W)     SCALED    
 BQ0363* NAVD 88     -      1458.152  (meters)    4783.95   (feet)  ADJUSTED  
 BQ0363  ___________________________________________________________________
 BQ0363  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 BQ0363  DYNAMIC HT  -        1455.715 (meters)    4775.96  (feet)  COMP
 BQ0363  MODELED GRAV-     978,919.0   (mgal)                       NAVD 88
 BQ0363
 BQ0363  VERT ORDER  -  FIRST     CLASS II
 BQ0363
 BQ0363.The horizontal coordinates were scaled from a topographic map and have
 BQ0363.an estimated accuracy of +/- 6 seconds.
 BQ0363
 BQ0363.The orthometric height was determined by differential leveling
 BQ0363.and adjusted by the National Geodetic Survey in June 1991..
 BQ0363
 BQ0363.The geoid height was determined by GEOID03.
 BQ0363
 BQ0363.The dynamic height is computed by dividing the NAVD 88
 BQ0363.geopotential number by the normal gravity value computed on the
 BQ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0363.degrees latitude (g = 980.6199 gals.).
 BQ0363
 BQ0363.The modeled gravity was interpolated from observed gravity values.
 BQ0363
 BQ0363;                    North         East    Units  Estimated Accuracy
 BQ0363;SPC TXSC     - 4,285,760.      112,010.      MT  (+/- 180 meters Scaled)
 BQ0363
 BQ0363                          SUPERSEDED SURVEY CONTROL
 BQ0363
 BQ0363.No superseded survey control is available for this station.
 BQ0363
 BQ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP889541(NAD 83)
 BQ0363_MARKER: I = METAL ROD
 BQ0363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0363_SP_SET: STAINLESS STEEL ROD
 BQ0363_STAMPING: A 1399 1981
 BQ0363_MARK LOGO: NGS   
 BQ0363_PROJECTION: FLUSH
 BQ0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0363_ROD/PIPE-DEPTH: 4.6  meters
 BQ0363
 BQ0363  HISTORY     - Date     Condition        Report By
 BQ0363  HISTORY     - 1981     MONUMENTED       NGS
 BQ0363  HISTORY     - 1989     GOOD             USPSQD
 BQ0363  HISTORY     - 19961009 GOOD             USPSQD
 BQ0363
 BQ0363                          STATION DESCRIPTION
 BQ0363
 BQ0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0363'5.8 KM (3.6 MI) NW FROM MARFA.
 BQ0363'5.8 KM (3.6 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH
 BQ0363'U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 0.2 KM (0.2 MI) NORTH
 BQ0363'AND ACROSS THE HIGHWAY FROM A RADIO TOWER, 18.0 METERS (58.9 FT)
 BQ0363'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.9 METERS (45.5 FT)
 BQ0363'NORTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING WEST TO A WHITE
 BQ0363'HOUSE, AND 4.3 METERS (14.0 FT) SOUTHEAST OF A UTILITY POLE WITH A
 BQ0363'TRANSFORMER AND 3 GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT IS
 BQ0363'THROUGH A 5-INCH LOGO CAP.
 BQ0363'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0363'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0363
 BQ0363                          STATION RECOVERY (1989)
 BQ0363
 BQ0363'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0363'RECOVERED IN GOOD CONDITION.
 BQ0363
 BQ0363                          STATION RECOVERY (1996)
 BQ0363
 BQ0363'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0310 ***********************************************************************
 CU0310  DESIGNATION -  A 14
 CU0310  PID         -  CU0310
 CU0310  STATE/COUNTY-  TX/MITCHELL
 CU0310  USGS QUAD   -  COLORADO CITY (1979)
 CU0310
 CU0310                         *CURRENT SURVEY CONTROL
 CU0310  ___________________________________________________________________
 CU0310* NAD 83(1986)-  32 23 26.     (N)    100 52 08.     (W)     SCALED    
 CU0310* NAVD 88     -       631.598  (meters)    2072.17   (feet)  ADJUSTED  
 CU0310  ___________________________________________________________________
 CU0310  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CU0310  DYNAMIC HT  -         630.756 (meters)    2069.41  (feet)  COMP
 CU0310  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 CU0310
 CU0310  VERT ORDER  -  FIRST     CLASS II
 CU0310
 CU0310.The horizontal coordinates were scaled from a topographic map and have
 CU0310.an estimated accuracy of +/- 6 seconds.
 CU0310
 CU0310.The orthometric height was determined by differential leveling
 CU0310.and adjusted by the National Geodetic Survey in June 1991..
 CU0310
 CU0310.The geoid height was determined by GEOID03.
 CU0310
 CU0310.The dynamic height is computed by dividing the NAVD 88
 CU0310.geopotential number by the normal gravity value computed on the
 CU0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0310.degrees latitude (g = 980.6199 gals.).
 CU0310
 CU0310.The modeled gravity was interpolated from observed gravity values.
 CU0310
 CU0310;                    North         East    Units  Estimated Accuracy
 CU0310;SPC TXNC     - 2,082,790.      377,140.      MT  (+/- 180 meters Scaled)
 CU0310
 CU0310                          SUPERSEDED SURVEY CONTROL
 CU0310
 CU0310  NGVD 29 (??/??/92)  631.391  (m)         2071.49   (f) ADJ UNCH    1 2
 CU0310
 CU0310.Superseded values are not recommended for survey control.
 CU0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0310.See file dsdata.txt to determine how the superseded data were derived.
 CU0310
 CU0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA242852(NAD 83)
 CU0310_MARKER: Z = SEE DESCRIPTION
 CU0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0310+STABILITY: SURFACE MOTION
 CU0310
 CU0310  HISTORY     - Date     Condition        Report By
 CU0310  HISTORY     - UNK      MONUMENTED       CGS
 CU0310  HISTORY     - 1956     GOOD             NGS
 CU0310  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0310
 CU0310                          STATION DESCRIPTION
 CU0310
 CU0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0310'IN COLORADO CITY.
 CU0310'AT COLORADO CITY, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF OAK
 CU0310'STREET AND WEST 4TH STREET, IN THE NORTHEAST CORNER OF THE COURTHOUSE
 CU0310'LAWN, 52.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE COURTHOUSE,
 CU0310'4.8 FEET WEST OF THE WEST EDGE OF A NORTH AND SOUTH SIDEWALK, 6.8 FEET
 CU0310'SOUTH OF THE SOUTH EDGE OF AN EAST AND WEST SIDEWALK, IN THE TOP OF A
 CU0310'STONE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, SURROUNDED BY THE
 CU0310'LETTERS USBM.
 CU0310
 CU0310                          STATION RECOVERY (1982)
 CU0310
 CU0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0010 ***********************************************************************
 EN0010  DESIGNATION -  A 140
 EN0010  PID         -  EN0010
 EN0010  STATE/COUNTY-  TX/HALL
 EN0010  USGS QUAD   -  ESTELLINE (1985)
 EN0010
 EN0010                         *CURRENT SURVEY CONTROL
 EN0010  ___________________________________________________________________
 EN0010* NAD 83(1986)-  34 33 40.     (N)    100 28 06.     (W)     SCALED    
 EN0010* NAVD 88     -       546.249  (meters)    1792.15   (feet)  ADJUSTED  
 EN0010  ___________________________________________________________________
 EN0010  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 EN0010  DYNAMIC HT  -         545.631 (meters)    1790.12  (feet)  COMP
 EN0010  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 EN0010
 EN0010  VERT ORDER  -  FIRST     CLASS II
 EN0010
 EN0010.The horizontal coordinates were scaled from a topographic map and have
 EN0010.an estimated accuracy of +/- 6 seconds.
 EN0010
 EN0010.The orthometric height was determined by differential leveling
 EN0010.and adjusted by the National Geodetic Survey in June 1991..
 EN0010
 EN0010.The geoid height was determined by GEOID03.
 EN0010
 EN0010.The dynamic height is computed by dividing the NAVD 88
 EN0010.geopotential number by the normal gravity value computed on the
 EN0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0010.degrees latitude (g = 980.6199 gals.).
 EN0010
 EN0010.The modeled gravity was interpolated from observed gravity values.
 EN0010
 EN0010;                    North         East    Units  Estimated Accuracy
 EN0010;SPC TX N     - 1,062,740.      294,680.      MT  (+/- 180 meters Scaled)
 EN0010
 EN0010                          SUPERSEDED SURVEY CONTROL
 EN0010
 EN0010  NGVD 29 (??/??/92)  545.976  (m)         1791.26   (f) ADJ UNCH    1 2
 EN0010
 EN0010.Superseded values are not recommended for survey control.
 EN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0010.See file dsdata.txt to determine how the superseded data were derived.
 EN0010
 EN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD652253(NAD 83)
 EN0010_MARKER: DB = BENCH MARK DISK
 EN0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0010_STAMPING: 1791.256 A 140 1933
 EN0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0010+STABILITY: SURFACE MOTION
 EN0010
 EN0010  HISTORY     - Date     Condition        Report By
 EN0010  HISTORY     - 1933     MONUMENTED       CGS
 EN0010  HISTORY     - 1934     GOOD             NGS
 EN0010  HISTORY     - 1982     MARK NOT FOUND   USGS
 EN0010  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0010
 EN0010                          STATION DESCRIPTION
 EN0010
 EN0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EN0010'2.3 MI SW FROM ESTELLINE.
 EN0010'2.3 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0010'THE STATION AT ESTELLINE, HALL COUNTY, AT STATION 105+54 (MILEAGE
 EN0010'239.04), 30 FEET NORTHEAST OF A GATE TO A ROAD CROSSING, 47 FEET SOUTH
 EN0010'OF THE TRACK, AND 27 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 EN0010'DISK, STAMPED 1791.256 A 140 1933 AND SET IN THE TOP OF A CONCRETE
 EN0010'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 EN0010
 EN0010                          STATION RECOVERY (1982)
 EN0010
 EN0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EN0010'MARK NOT FOUND.
 EN0010
 EN0010                          STATION RECOVERY (1984)
 EN0010
 EN0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0220 ***********************************************************************
 BB0220  DESIGNATION -  A 1400
 BB0220  PID         -  BB0220
 BB0220  STATE/COUNTY-  TX/PRESIDIO
 BB0220  USGS QUAD   -  CERROS PRIETOS (1983)
 BB0220
 BB0220                         *CURRENT SURVEY CONTROL
 BB0220  ___________________________________________________________________
 BB0220* NAD 83(1986)-  29 58 25.     (N)    104 13 26.     (W)     SCALED    
 BB0220* NAVD 88     -      1504.445  (meters)    4935.83   (feet)  ADJUSTED  
 BB0220  ___________________________________________________________________
 BB0220  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BB0220  DYNAMIC HT  -        1501.879 (meters)    4927.41  (feet)  COMP
 BB0220  MODELED GRAV-     978,883.5   (mgal)                       NAVD 88
 BB0220
 BB0220  VERT ORDER  -  FIRST     CLASS II
 BB0220
 BB0220.The horizontal coordinates were scaled from a topographic map and have
 BB0220.an estimated accuracy of +/- 6 seconds.
 BB0220
 BB0220.The orthometric height was determined by differential leveling
 BB0220.and adjusted by the National Geodetic Survey in June 1991..
 BB0220
 BB0220.The geoid height was determined by GEOID03.
 BB0220
 BB0220.The dynamic height is computed by dividing the NAVD 88
 BB0220.geopotential number by the normal gravity value computed on the
 BB0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0220.degrees latitude (g = 980.6199 gals.).
 BB0220
 BB0220.The modeled gravity was interpolated from observed gravity values.
 BB0220
 BB0220;                    North         East    Units  Estimated Accuracy
 BB0220;SPC TXSC     - 4,248,460.       96,040.      MT  (+/- 180 meters Scaled)
 BB0220
 BB0220                          SUPERSEDED SURVEY CONTROL
 BB0220
 BB0220.No superseded survey control is available for this station.
 BB0220
 BB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP748161(NAD 83)
 BB0220_MARKER: I = METAL ROD
 BB0220_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BB0220+WITH SETTING: INFORMATION.
 BB0220_SP_SET: SHALLOW SET METAL ROD
 BB0220_STAMPING: A 1400 1981
 BB0220_MARK LOGO: NGS   
 BB0220_PROJECTION: FLUSH
 BB0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0220_ROD/PIPE-DEPTH: 2.1  meters
 BB0220
 BB0220  HISTORY     - Date     Condition        Report By
 BB0220  HISTORY     - 1981     MONUMENTED       NGS
 BB0220  HISTORY     - 19961010 GOOD             USPSQD
 BB0220
 BB0220                          STATION DESCRIPTION
 BB0220
 BB0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0220'20.3 KM (12.6 MI) NE FROM SHAFTER.
 BB0220'20.3 KM (12.6 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0220'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, AT THE NORTHEAST END
 BB0220'OF A CURVE, 76.8 METERS (252.0 FT) NORTH-NORTHEAST OF THE CENTER OF
 BB0220'A PIPE GATE AND FIELD ROAD LEADING EAST, 14.6 METERS (48.0 FT)
 BB0220'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 9.8 METERS
 BB0220'(32.0 FT) SOUTH-SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER.
 BB0220'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BB0220'REFUSAL WAS REACHED AT 7.0 FT.
 BB0220'THE MARK IS 0.4 METERS  WNW FROM  A WITNESS POST AND FENCE
 BB0220'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BB0220
 BB0220                          STATION RECOVERY (1996)
 BB0220
 BB0220'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0244 ***********************************************************************
 BB0244  DESIGNATION -  A 1401
 BB0244  PID         -  BB0244
 BB0244  STATE/COUNTY-  TX/PRESIDIO
 BB0244  USGS QUAD   -  LA BOQUILLA (1978)
 BB0244
 BB0244                         *CURRENT SURVEY CONTROL
 BB0244  ___________________________________________________________________
 BB0244* NAD 83(1986)-  29 39 09.     (N)    104 21 32.     (W)     SCALED    
 BB0244* NAVD 88     -       908.949  (meters)    2982.11   (feet)  ADJUSTED  
 BB0244  ___________________________________________________________________
 BB0244  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BB0244  DYNAMIC HT  -         907.467 (meters)    2977.25  (feet)  COMP
 BB0244  MODELED GRAV-     978,982.3   (mgal)                       NAVD 88
 BB0244
 BB0244  VERT ORDER  -  FIRST     CLASS II
 BB0244
 BB0244.The horizontal coordinates were scaled from a topographic map and have
 BB0244.an estimated accuracy of +/- 6 seconds.
 BB0244
 BB0244.The orthometric height was determined by differential leveling
 BB0244.and adjusted by the National Geodetic Survey in June 1991..
 BB0244
 BB0244.The geoid height was determined by GEOID03.
 BB0244
 BB0244.The dynamic height is computed by dividing the NAVD 88
 BB0244.geopotential number by the normal gravity value computed on the
 BB0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0244.degrees latitude (g = 980.6199 gals.).
 BB0244
 BB0244.The modeled gravity was interpolated from observed gravity values.
 BB0244
 BB0244;                    North         East    Units  Estimated Accuracy
 BB0244;SPC TXSC     - 4,213,500.       81,390.      MT  (+/- 180 meters Scaled)
 BB0244
 BB0244                          SUPERSEDED SURVEY CONTROL
 BB0244
 BB0244.No superseded survey control is available for this station.
 BB0244
 BB0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN620804(NAD 83)
 BB0244_MARKER: I = METAL ROD
 BB0244_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BB0244_SP_SET: STAINLESS STEEL ROD
 BB0244_STAMPING: A 1401 1981
 BB0244_MARK LOGO: NGS   
 BB0244_PROJECTION: FLUSH
 BB0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0244_ROD/PIPE-DEPTH: 4.6  meters
 BB0244
 BB0244  HISTORY     - Date     Condition        Report By
 BB0244  HISTORY     - 1981     MONUMENTED       NGS
 BB0244  HISTORY     - 19961010 GOOD             USPSQD
 BB0244
 BB0244                          STATION DESCRIPTION
 BB0244
 BB0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0244'10.4 KM (6.5 MI) NORTH FROM PRESIDIO.
 BB0244'10.5 KM (6.5 MI) NORTH ALONG U.S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0244'WITH FARM ROAD 170 IN PRESIDIO, AND 15.0 METERS (49.1 FT) EAST OF
 BB0244'THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 BB0244'THROUGH A 5-INCH LOGO CAP.
 BB0244'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 BB0244'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BB0244
 BB0244                          STATION RECOVERY (1996)
 BB0244
 BB0244'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0708 ***********************************************************************
 BP0708  DESIGNATION -  A 1402
 BP0708  PID         -  BP0708
 BP0708  STATE/COUNTY-  TX/BREWSTER
 BP0708  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0708
 BP0708                         *CURRENT SURVEY CONTROL
 BP0708  ___________________________________________________________________
 BP0708* NAD 83(1986)-  30 22 23.     (N)    103 36 59.     (W)     SCALED    
 BP0708* NAVD 88     -      1371.340  (meters)    4499.14   (feet)  ADJUSTED  
 BP0708  ___________________________________________________________________
 BP0708  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 BP0708  DYNAMIC HT  -        1369.118 (meters)    4491.85  (feet)  COMP
 BP0708  MODELED GRAV-     978,972.8   (mgal)                       NAVD 88
 BP0708
 BP0708  VERT ORDER  -  FIRST     CLASS II
 BP0708
 BP0708.The horizontal coordinates were scaled from a topographic map and have
 BP0708.an estimated accuracy of +/- 6 seconds.
 BP0708
 BP0708.The orthometric height was determined by differential leveling
 BP0708.and adjusted by the National Geodetic Survey in June 1991..
 BP0708
 BP0708.The geoid height was determined by GEOID03.
 BP0708
 BP0708.The dynamic height is computed by dividing the NAVD 88
 BP0708.geopotential number by the normal gravity value computed on the
 BP0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0708.degrees latitude (g = 980.6199 gals.).
 BP0708
 BP0708.The modeled gravity was interpolated from observed gravity values.
 BP0708
 BP0708;                    North         East    Units  Estimated Accuracy
 BP0708;SPC TXSC     - 4,290,240.      156,360.      MT  (+/- 180 meters Scaled)
 BP0708
 BP0708                          SUPERSEDED SURVEY CONTROL
 BP0708
 BP0708.No superseded survey control is available for this station.
 BP0708
 BP0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP329609(NAD 83)
 BP0708_MARKER: DB = BENCH MARK DISK
 BP0708_SETTING: 66 = SET IN ROCK OUTCROP
 BP0708_SP_SET: ROCK OUTCROP
 BP0708_STAMPING: A 1402 1981
 BP0708_MARK LOGO: NGS   
 BP0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0708+STABILITY: POSITION/ELEVATION WELL
 BP0708
 BP0708  HISTORY     - Date     Condition        Report By
 BP0708  HISTORY     - 1981     MONUMENTED       NGS
 BP0708
 BP0708                          STATION DESCRIPTION
 BP0708
 BP0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0708'5.0 KM (3.1 MI) NE FROM ALPINE.
 BP0708'5.0 KM (3.1 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0708'RAILROAD STATION IN ALPINE, 0.2 KM (0.1 MI) WEST OF MILEPOST 604, IN
 BP0708'AN EXPOSED AREA OF BEDROCK AT A HIGHWAY CUT, 30.5 METERS (100.0 FT)
 BP0708'EAST OF THE WEST END OF THE CUT, 11.1 METERS (36.4 FT) NORTHWEST OF A
 BP0708'FENCE AND 3.4 METERS (11.2 FT) SOUTHEAST OF THE NEAR RAIL.
 BP0708'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 BP0708'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0732 ***********************************************************************
 BP0732  DESIGNATION -  A 1403
 BP0732  PID         -  BP0732
 BP0732  STATE/COUNTY-  TX/BREWSTER
 BP0732  USGS QUAD   -  MARATHON (1983)
 BP0732
 BP0732                         *CURRENT SURVEY CONTROL
 BP0732  ___________________________________________________________________
 BP0732* NAD 83(1986)-  30 12 42.     (N)    103 09 56.     (W)     SCALED    
 BP0732* NAVD 88     -      1260.586  (meters)    4135.77   (feet)  ADJUSTED  
 BP0732  ___________________________________________________________________
 BP0732  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 BP0732  DYNAMIC HT  -        1258.526 (meters)    4129.01  (feet)  COMP
 BP0732  MODELED GRAV-     978,963.8   (mgal)                       NAVD 88
 BP0732
 BP0732  VERT ORDER  -  FIRST     CLASS II
 BP0732
 BP0732.The horizontal coordinates were scaled from a topographic map and have
 BP0732.an estimated accuracy of +/- 6 seconds.
 BP0732
 BP0732.The orthometric height was determined by differential leveling
 BP0732.and adjusted by the National Geodetic Survey in June 1991..
 BP0732
 BP0732.The geoid height was determined by GEOID03.
 BP0732
 BP0732.The dynamic height is computed by dividing the NAVD 88
 BP0732.geopotential number by the normal gravity value computed on the
 BP0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0732.degrees latitude (g = 980.6199 gals.).
 BP0732
 BP0732.The modeled gravity was interpolated from observed gravity values.
 BP0732
 BP0732;                    North         East    Units  Estimated Accuracy
 BP0732;SPC TXSC     - 4,270,730.      199,030.      MT  (+/- 180 meters Scaled)
 BP0732
 BP0732                          SUPERSEDED SURVEY CONTROL
 BP0732
 BP0732.No superseded survey control is available for this station.
 BP0732
 BP0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP765436(NAD 83)
 BP0732_MARKER: I = METAL ROD
 BP0732_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0732+WITH SETTING: INFORMATION.
 BP0732_SP_SET: SHALLOW SET METAL ROD
 BP0732_STAMPING: A 1403 1981
 BP0732_MARK LOGO: NGS   
 BP0732_PROJECTION: FLUSH
 BP0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0732_ROD/PIPE-DEPTH: 2.4  meters
 BP0732
 BP0732  HISTORY     - Date     Condition        Report By
 BP0732  HISTORY     - 1981     MONUMENTED       NGS
 BP0732  HISTORY     - 20010331 GOOD             NGS
 BP0732
 BP0732                          STATION DESCRIPTION
 BP0732
 BP0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0732'7.9 KM (4.9 MI) EAST FROM MARATHON.
 BP0732'7.9 KM (4.9 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BP0732'MARATHON, 0.2 KM (0.1 MI) EAST OF A CONCRETE MULTI-BOX CULVERT, 28.0
 BP0732'METERS (91.9 FT) SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTH
 BP0732'LEG OF A HIGHWAY INFORMATION SIGN (LITTER BARREL 1 MILE) AND 18.0
 BP0732'METERS (59.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS
 BP0732'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0732'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0732'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0732
 BP0732                          STATION RECOVERY (2001)
 BP0732
 BP0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0732'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1097 ***********************************************************************
 AJ1097  DESIGNATION -  A 1404
 AJ1097  PID         -  AJ1097
 AJ1097  STATE/COUNTY-  TX/WEBB
 AJ1097  USGS QUAD   -  LAREDO WEST (1980)
 AJ1097
 AJ1097                         *CURRENT SURVEY CONTROL
 AJ1097  ___________________________________________________________________
 AJ1097* NAD 83(1986)-  27 30 08.     (N)    099 30 24.     (W)     SCALED    
 AJ1097* NAVD 88     -       126.157  (meters)     413.90   (feet)  ADJUSTED  
 AJ1097  ___________________________________________________________________
 AJ1097  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ1097  DYNAMIC HT  -         125.957 (meters)     413.24  (feet)  COMP
 AJ1097  MODELED GRAV-     979,064.0   (mgal)                       NAVD 88
 AJ1097
 AJ1097  VERT ORDER  -  FIRST     CLASS II
 AJ1097
 AJ1097.The horizontal coordinates were scaled from a topographic map and have
 AJ1097.an estimated accuracy of +/- 6 seconds.
 AJ1097
 AJ1097.The orthometric height was determined by differential leveling
 AJ1097.and adjusted by the National Geodetic Survey in June 1991..
 AJ1097
 AJ1097.The geoid height was determined by GEOID03.
 AJ1097
 AJ1097.The dynamic height is computed by dividing the NAVD 88
 AJ1097.geopotential number by the normal gravity value computed on the
 AJ1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1097.degrees latitude (g = 980.6199 gals.).
 AJ1097
 AJ1097.The modeled gravity was interpolated from observed gravity values.
 AJ1097
 AJ1097;                    North         East    Units  Estimated Accuracy
 AJ1097;SPC TX S     - 5,203,760.      200,540.      MT  (+/- 180 meters Scaled)
 AJ1097
 AJ1097                          SUPERSEDED SURVEY CONTROL
 AJ1097
 AJ1097.No superseded survey control is available for this station.
 AJ1097
 AJ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR499421(NAD 83)
 AJ1097_MARKER: I = METAL ROD
 AJ1097_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ1097_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AJ1097_STAMPING: A 1404 1981
 AJ1097_MARK LOGO: NGS   
 AJ1097_PROJECTION: FLUSH
 AJ1097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1097+STABILITY: POSITION/ELEVATION WELL
 AJ1097_ROD/PIPE-DEPTH: 11.0 meters
 AJ1097_SLEEVE-DEPTH  : 9.1 meters
 AJ1097
 AJ1097  HISTORY     - Date     Condition        Report By
 AJ1097  HISTORY     - 1981     MONUMENTED       NGS
 AJ1097  HISTORY     - 1982     GOOD             NGS
 AJ1097  HISTORY     - 20020530 GOOD             USPSQD
 AJ1097
 AJ1097                          STATION DESCRIPTION
 AJ1097
 AJ1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1097'IN LAREDO.
 AJ1097'IN LAREDO, NEAR THE JUNCTION OF SAN AGUSTIN AVENUE AND ZARAGOZA
 AJ1097'STREET, AT THE SOUTH EDGE OF SAN AGUSTIN HISTORICAL PLAZA AND SQUARE,
 AJ1097'DIRECTLY NORTH AND ACROSS STREET FROM THE LA POSADA MOTOR HOTEL IN
 AJ1097'DOWNTOWN LAREDO, AT THE EAST SIDE OF GENERAL IGNACIO ZARAGOZA
 AJ1097'HISTORICAL MONUMENT, 15.3 METERS (50.3 FT) NORTH OF APPROXIMATE CENTER
 AJ1097'ZARAGOZA STREET, 37.5 METERS (123.0 FT) WEST OF APPROXIVATE CENTER OF
 AJ1097'SAN AGUSTIN AVENUE, 3.1 METERS (10.3 FT) EAST SOUTHEAST OF SOUTHEAST
 AJ1097'CORNER OF MONUMENT, 2.5 METERS (8.10 FT) NORTH OF THE NORTH EDGE OF A
 AJ1097'BRICK WALKWAY, 5.2 METERS (17.1 FT) NORTHEAST OF NORTHEAST CORNER OF A
 AJ1097'STREET WATER METER COVER, AND 8.9 METERS (29.3 FT) NORTHWEST OF A FIRE
 AJ1097'HYDRANT.
 AJ1097'THE MARK IS 0.30 M ABOVE STREET.
 AJ1097
 AJ1097                          STATION RECOVERY (1982)
 AJ1097
 AJ1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ1097'RECOVERED IN GOOD CONDITION.
 AJ1097
 AJ1097                          STATION RECOVERY (2002)
 AJ1097
 AJ1097'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1090 ***********************************************************************
 AJ1090  DESIGNATION -  A 1405
 AJ1090  PID         -  AJ1090
 AJ1090  STATE/COUNTY-  TX/WEBB
 AJ1090  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ1090
 AJ1090                         *CURRENT SURVEY CONTROL
 AJ1090  ___________________________________________________________________
 AJ1090* NAD 83(1986)-  27 27 05.     (N)    099 28 42.     (W)     SCALED    
 AJ1090* NAVD 88     -       137.707  (meters)     451.79   (feet)  ADJUSTED  
 AJ1090  ___________________________________________________________________
 AJ1090  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AJ1090  DYNAMIC HT  -         137.489 (meters)     451.08  (feet)  COMP
 AJ1090  MODELED GRAV-     979,064.0   (mgal)                       NAVD 88
 AJ1090
 AJ1090  VERT ORDER  -  FIRST     CLASS II
 AJ1090
 AJ1090.The horizontal coordinates were scaled from a topographic map and have
 AJ1090.an estimated accuracy of +/- 6 seconds.
 AJ1090
 AJ1090.The orthometric height was determined by differential leveling
 AJ1090.and adjusted by the National Geodetic Survey in June 1991..
 AJ1090
 AJ1090.The geoid height was determined by GEOID03.
 AJ1090
 AJ1090.The dynamic height is computed by dividing the NAVD 88
 AJ1090.geopotential number by the normal gravity value computed on the
 AJ1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1090.degrees latitude (g = 980.6199 gals.).
 AJ1090
 AJ1090.The modeled gravity was interpolated from observed gravity values.
 AJ1090
 AJ1090;                    North         East    Units  Estimated Accuracy
 AJ1090;SPC TX S     - 5,198,110.      203,300.      MT  (+/- 180 meters Scaled)
 AJ1090
 AJ1090                          SUPERSEDED SURVEY CONTROL
 AJ1090
 AJ1090.No superseded survey control is available for this station.
 AJ1090
 AJ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR527365(NAD 83)
 AJ1090_MARKER: I = METAL ROD
 AJ1090_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1090+WITH SETTING: INFORMATION.
 AJ1090_SP_SET: SHALLOW SET METAL ROD
 AJ1090_STAMPING: A 1405 1981
 AJ1090_MARK LOGO: NGS   
 AJ1090_PROJECTION: FLUSH
 AJ1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1090+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 AJ1090_ROD/PIPE-DEPTH: 2.1  meters
 AJ1090
 AJ1090  HISTORY     - Date     Condition        Report By
 AJ1090  HISTORY     - 1981     MONUMENTED       NGS
 AJ1090  HISTORY     - 1988     GOOD             USPSQD
 AJ1090  HISTORY     - 20020502 GOOD             USPSQD
 AJ1090
 AJ1090                          STATION DESCRIPTION
 AJ1090
 AJ1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1090'6.4 KM (3.95 MI) SOUTH FROM LAREDO.
 AJ1090'6.4 KM (3.95 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 AJ1090'TEXAS MEXICO OVERPASS BRIDGE IN LAREDO, AT TWO GRAVEL ROADS LEADING
 AJ1090'WEST, 29.5 METERS (96.9 FT) WEST OF CENTERLINE OF HIGHWAY 83
 AJ1090'SOUTHBOUND, 31.0 METERS (102.0 FT) SOUTH OF ROAD LEADING WEST,
 AJ1090'0.9 METER (3.0 FT) EAST OF POWERLINE POLE, 0.46 METERS (1.5 FT) EAST
 AJ1090'OF FENCE LINE, AND 6.4 METERS (21.0 FT) NORTH OF A GUY ANCHOR, NOTE,
 AJ1090'ROD DRIVEN TO REFUSAL AND ANCHORED IN HARD SANDSTONE.
 AJ1090'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AJ1090'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AJ1090
 AJ1090                          STATION RECOVERY (1988)
 AJ1090
 AJ1090'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ1090'RECOVERED IN GOOD CONDITION.
 AJ1090
 AJ1090                          STATION RECOVERY (2002)
 AJ1090
 AJ1090'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1184 ***********************************************************************
 AB1184  DESIGNATION -  A 1406
 AB1184  PID         -  AB1184
 AB1184  STATE/COUNTY-  TX/CAMERON
 AB1184  USGS QUAD   -  HARLINGEN (1983)
 AB1184
 AB1184                         *CURRENT SURVEY CONTROL
 AB1184  ___________________________________________________________________
 AB1184* NAD 83(1986)-  26 09 30.     (N)    097 39 17.     (W)     SCALED    
 AB1184* NAVD 88     -        11.687  (meters)      38.34   (feet)  ADJUSTED  
 AB1184  ___________________________________________________________________
 AB1184  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AB1184  DYNAMIC HT  -          11.668 (meters)      38.28  (feet)  COMP
 AB1184  MODELED GRAV-     979,034.2   (mgal)                       NAVD 88
 AB1184
 AB1184  VERT ORDER  -  FIRST     CLASS II
 AB1184
 AB1184.The horizontal coordinates were scaled from a topographic map and have
 AB1184.an estimated accuracy of +/- 6 seconds.
 AB1184
 AB1184.The orthometric height was determined by differential leveling
 AB1184.and adjusted by the National Geodetic Survey in June 1991..
 AB1184
 AB1184.The geoid height was determined by GEOID03.
 AB1184
 AB1184.The dynamic height is computed by dividing the NAVD 88
 AB1184.geopotential number by the normal gravity value computed on the
 AB1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1184.degrees latitude (g = 980.6199 gals.).
 AB1184
 AB1184.The modeled gravity was interpolated from observed gravity values.
 AB1184
 AB1184;                    North         East    Units  Estimated Accuracy
 AB1184;SPC TX S     - 5,054,760.      384,510.      MT  (+/- 180 meters Scaled)
 AB1184
 AB1184                          SUPERSEDED SURVEY CONTROL
 AB1184
 AB1184.No superseded survey control is available for this station.
 AB1184
 AB1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP344939(NAD 83)
 AB1184_MARKER: I = METAL ROD
 AB1184_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1184_SP_SET: STAINLESS STEEL ROD
 AB1184_STAMPING: A 1406 1981
 AB1184_MARK LOGO: NGS   
 AB1184_PROJECTION: FLUSH
 AB1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1184+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2003
 AB1184_ROD/PIPE-DEPTH: 7.7  meters
 AB1184
 AB1184  HISTORY     - Date     Condition        Report By
 AB1184  HISTORY     - 1981     MONUMENTED       NGS
 AB1184  HISTORY     - 19910313 GOOD             USPSQD
 AB1184  HISTORY     - 19950213 GOOD             USPSQD
 AB1184  HISTORY     - 20031228 GOOD             GEOCAC
 AB1184
 AB1184                          STATION DESCRIPTION
 AB1184
 AB1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1184'3.7 KM (2.3 MI) NW FROM SAN BENITO.
 AB1184'3.7 KM (2.3 MI) NORTHWEST ALONG BUSINESS HIGHWAY 77 FROM THE JUNCTION
 AB1184'OF SAM HOUSTON BOULEVARD IN SAN BENITO AT THE GLASTRON AND THE
 AB1184'SPORTSMAN BOAT SALES AND SERVICE ENTRANCE LEADING SOUTHWEST, ALSO
 AB1184'1.9 KM (1.2 MI) SOUTHEAST ALONG COMMERCE STREET FROM THE CITY HALL
 AB1184'AND TYLER AVENUE IN HARLINGEN, THENCE 3.5 KM (2.2 MI) SOUTHEAST ALONG
 AB1184'BUSINESS HIGHWAY 77 SOUTH, 19.8 METERS (65.0 FT) SOUTHWEST OF THE
 AB1184'CENTER OF THE HIGHWAY, 14.7 METERS (48.5 FT) NORTH OF THE NORTHEAST
 AB1184'CORNER OF A CONCRETE BLOCK BUILDING, 6.0 METERS (20.0 FT)
 AB1184'WEST SOUTHWEST OF A STORM SEWER MANHOLE COVER, 1.8 METERS (6.0 FT)
 AB1184'SOUTHWEST OF A FIRE HYDRANT, AND 0.7 METER (2.5 FT) WEST OF A STEEL
 AB1184'PIPE WITH A SIGN (GLASTRON BOATS). NOTE, ROD WAS ANCHORED AT THIS
 AB1184'DEPTH.
 AB1184'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 AB1184'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB1184
 AB1184                          STATION RECOVERY (1991)
 AB1184
 AB1184'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1184'RECOVERED IN GOOD CONDITION.
 AB1184
 AB1184                          STATION RECOVERY (1995)
 AB1184
 AB1184'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB1184'RECOVERED IN GOOD CONDITION.
 AB1184
 AB1184                          STATION RECOVERY (2003)
 AB1184
 AB1184'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 AB1184'ADD 1.7M (5 FT.) SW OF FIRE HYDRANT TO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1256 ***********************************************************************
 AB1256  DESIGNATION -  A 1407
 AB1256  PID         -  AB1256
 AB1256  STATE/COUNTY-  TX/KENEDY
 AB1256  USGS QUAD   -  ARMSTRONG (1982)
 AB1256
 AB1256                         *CURRENT SURVEY CONTROL
 AB1256  ___________________________________________________________________
 AB1256* NAD 83(1986)-  26 59 23.     (N)    097 47 45.     (W)     SCALED    
 AB1256* NAVD 88     -         9.554  (meters)      31.35   (feet)  ADJUSTED  
 AB1256  ___________________________________________________________________
 AB1256  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AB1256  DYNAMIC HT  -           9.539 (meters)      31.30  (feet)  COMP
 AB1256  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 AB1256
 AB1256  VERT ORDER  -  FIRST     CLASS II
 AB1256
 AB1256.The horizontal coordinates were scaled from a topographic map and have
 AB1256.an estimated accuracy of +/- 6 seconds.
 AB1256
 AB1256.The orthometric height was determined by differential leveling
 AB1256.and adjusted by the National Geodetic Survey in June 1991..
 AB1256
 AB1256.The geoid height was determined by GEOID03.
 AB1256
 AB1256.The dynamic height is computed by dividing the NAVD 88
 AB1256.geopotential number by the normal gravity value computed on the
 AB1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1256.degrees latitude (g = 980.6199 gals.).
 AB1256
 AB1256.The modeled gravity was interpolated from observed gravity values.
 AB1256
 AB1256;                    North         East    Units  Estimated Accuracy
 AB1256;SPC TX S     - 5,146,780.      369,890.      MT  (+/- 180 meters Scaled)
 AB1256
 AB1256                          SUPERSEDED SURVEY CONTROL
 AB1256
 AB1256.No superseded survey control is available for this station.
 AB1256
 AB1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ194858(NAD 83)
 AB1256_MARKER: I = METAL ROD
 AB1256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1256_SP_SET: STAINLESS STEEL ROD
 AB1256_STAMPING: A 1407 1981
 AB1256_MARK LOGO: NGS   
 AB1256_PROJECTION: RECESSED 14 CENTIMETERS
 AB1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1256+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1256_ROD/PIPE-DEPTH: 10.9 meters
 AB1256
 AB1256  HISTORY     - Date     Condition        Report By
 AB1256  HISTORY     - 1981     MONUMENTED       NGS
 AB1256  HISTORY     - 20040204 GOOD             USPSQD
 AB1256
 AB1256                          STATION DESCRIPTION
 AB1256
 AB1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1256'26.5 KM (16.45 MI) SOUT FROM SARITA.
 AB1256'26.5 KM (16.45 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM A PAVED ROAD
 AB1256'LEADING WEST TO THE SARITA POST OFFICE, AT A LARGE FENCE POST ON THE
 AB1256'WEST RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, 0.8 KM (0.5 MI)
 AB1256'SOUTH OF RAILROAD MILEPOST 82, 0.8 KM (0.5 MI) NORTH OF RAILROAD
 AB1256'MILEPOST 81, 0.2 KM (0.15 MI) NORTH OF A 0.46 METERS IN DIAMETER
 AB1256'CONCRETE CULVERT UNDER THE HIGHWAY, 14.3 METERS (47.0 FT) WEST OF THE
 AB1256'WEST RAIL, 0.9 METER (3 FT) NORTH OF THE FENCE POST, 0.15 METERS
 AB1256'(0.5 FT) EAST OF THE FENCE LINE.
 AB1256'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AB1256'THE MARK IS ABOVE LEVEL WITH THE RAILROAD TRACKS.
 AB1256
 AB1256                          STATION RECOVERY (2004)
 AB1256
 AB1256'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1282 ***********************************************************************
 AB1282  DESIGNATION -  A 1408
 AB1282  PID         -  AB1282
 AB1282  STATE/COUNTY-  TX/WILLACY
 AB1282  USGS QUAD   -  YTURRIA (1982)
 AB1282
 AB1282                         *CURRENT SURVEY CONTROL
 AB1282  ___________________________________________________________________
 AB1282* NAD 83(1986)-  26 32 29.     (N)    097 46 30.     (W)     SCALED    
 AB1282* NAVD 88     -        11.552  (meters)      37.90   (feet)  ADJUSTED  
 AB1282  ___________________________________________________________________
 AB1282  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AB1282  DYNAMIC HT  -          11.534 (meters)      37.84  (feet)  COMP
 AB1282  MODELED GRAV-     979,051.8   (mgal)                       NAVD 88
 AB1282
 AB1282  VERT ORDER  -  FIRST     CLASS II
 AB1282
 AB1282.The horizontal coordinates were scaled from a topographic map and have
 AB1282.an estimated accuracy of +/- 6 seconds.
 AB1282
 AB1282.The orthometric height was determined by differential leveling
 AB1282.and adjusted by the National Geodetic Survey in June 1991..
 AB1282
 AB1282.The geoid height was determined by GEOID03.
 AB1282
 AB1282.The dynamic height is computed by dividing the NAVD 88
 AB1282.geopotential number by the normal gravity value computed on the
 AB1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1282.degrees latitude (g = 980.6199 gals.).
 AB1282
 AB1282.The modeled gravity was interpolated from observed gravity values.
 AB1282
 AB1282;                    North         East    Units  Estimated Accuracy
 AB1282;SPC TX S     - 5,097,120.      372,240.      MT  (+/- 180 meters Scaled)
 AB1282
 AB1282                          SUPERSEDED SURVEY CONTROL
 AB1282
 AB1282.No superseded survey control is available for this station.
 AB1282
 AB1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ220362(NAD 83)
 AB1282_MARKER: I = METAL ROD
 AB1282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1282_SP_SET: STAINLESS STEEL ROD
 AB1282_STAMPING: A 1408 1981
 AB1282_MARK LOGO: NGS   
 AB1282_PROJECTION: FLUSH
 AB1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1282+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1282_ROD/PIPE-DEPTH: 8.5  meters
 AB1282
 AB1282  HISTORY     - Date     Condition        Report By
 AB1282  HISTORY     - 1981     MONUMENTED       NGS
 AB1282  HISTORY     - 20040204 GOOD             USPSQD
 AB1282
 AB1282                          STATION DESCRIPTION
 AB1282
 AB1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1282'6.9 KM (4.3 MI) NORTH FROM RAYMONDVILLE.
 AB1282'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1282'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 1.8 KM (1.1 MI) NORTH
 AB1282'ALONG U.S. HIGHWAY 77 AT A CROSSOVER LEADING WEST TO A PRIVATE RANCH
 AB1282'ENTRANCE WEST OF THE MISSOURI PACIFIC RAILROAD, 5.1 METERS (17.0 FT)
 AB1282'SOUTH OF THE CENTER OF A DOUBLE METAL GATE ENTRANCE, 0.6 METER
 AB1282'(2.0 FT) SOUTH OF A LARGE GATE POST, 13.1 METERS (43.0 FT) NORTH OF
 AB1282'POWERLINE POLE WITH A SMALL TRANSFORMER, 14.3 METERS (47.0 FT) WEST OF
 AB1282'THE WEST RAIL OF THE TRACKS, AND 0.15 METERS (0.5 FT) EAST OF THE
 AB1282'FENCE LINE.
 AB1282'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AB1282'THE MARK IS 0.3 M BELOW RAILROAD TRACKS.
 AB1282
 AB1282                          STATION RECOVERY (2004)
 AB1282
 AB1282'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1321 ***********************************************************************
 AE1321  DESIGNATION -  A 1409
 AE1321  PID         -  AE1321
 AE1321  STATE/COUNTY-  TX/ZAPATA
 AE1321  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1321
 AE1321                         *CURRENT SURVEY CONTROL
 AE1321  ___________________________________________________________________
 AE1321* NAD 83(1986)-  26 48 35.     (N)    099 09 00.     (W)     SCALED    
 AE1321* NAVD 88     -       123.397  (meters)     404.85   (feet)  ADJUSTED  
 AE1321  ___________________________________________________________________
 AE1321  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AE1321  DYNAMIC HT  -         123.198 (meters)     404.19  (feet)  COMP
 AE1321  MODELED GRAV-     979,029.2   (mgal)                       NAVD 88
 AE1321
 AE1321  VERT ORDER  -  FIRST     CLASS II
 AE1321
 AE1321.The horizontal coordinates were scaled from a topographic map and have
 AE1321.an estimated accuracy of +/- 6 seconds.
 AE1321
 AE1321.The orthometric height was determined by differential leveling
 AE1321.and adjusted by the National Geodetic Survey in June 1991..
 AE1321
 AE1321.The geoid height was determined by GEOID03.
 AE1321
 AE1321.The dynamic height is computed by dividing the NAVD 88
 AE1321.geopotential number by the normal gravity value computed on the
 AE1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1321.degrees latitude (g = 980.6199 gals.).
 AE1321
 AE1321.The modeled gravity was interpolated from observed gravity values.
 AE1321
 AE1321;                    North         East    Units  Estimated Accuracy
 AE1321;SPC TX S     - 5,126,810.      235,380.      MT  (+/- 180 meters Scaled)
 AE1321
 AE1321                          SUPERSEDED SURVEY CONTROL
 AE1321
 AE1321.No superseded survey control is available for this station.
 AE1321
 AE1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ850653(NAD 83)
 AE1321_MARKER: I = METAL ROD
 AE1321_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE1321+WITH SETTING: INFORMATION.
 AE1321_SP_SET: SHALLOW SET METAL ROD
 AE1321_STAMPING: A 1409 1981
 AE1321_MARK LOGO: NGS   
 AE1321_PROJECTION: FLUSH
 AE1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1321_ROD/PIPE-DEPTH: 1.2  meters
 AE1321
 AE1321  HISTORY     - Date     Condition        Report By
 AE1321  HISTORY     - 1981     MONUMENTED       NGS
 AE1321
 AE1321                          STATION DESCRIPTION
 AE1321
 AE1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1321'17.6 KM (10.9 MI) SE FROM ZAPATA.
 AE1321'17.6 KM (10.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AE1321'STATE ROUTE 16 IN ZAPATA. AT A GRAVEL ROAD LEADING SOUTHWEST THROUGH
 AE1321'AN IRON GATE AND TO CITIES SERVICES COMPANY, ALSO 12.1 (7.5 MI) NORTH
 AE1321'NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN LOPENO,
 AE1321'21.1 METERS (69.2 FT) NORTHEAST OF CENTERLINE OF THE HIGHWAY,
 AE1321'0.82 METERS (2.7 FT) NORTHWEST OF A POWERLINE POLE, 18.3 METERS
 AE1321'(59.9 FT) SOUTHEAST OF CENTER OF AN IRON GATE AND FIELD ROAD,
 AE1321'15.1 METERS (49.6 FT) SOUTHEAST OF A CORNER FENCE POST, AND
 AE1321'0.49 METERS (1.6 FT) SOUTHWEST OF A FENCE.  NOTE, ROD DRIVEN TO
 AE1321'REFUSAL AND ANCHORED.
 AE1321'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AE1321'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0544 ***********************************************************************
 CC0544  DESIGNATION -  A 1410
 CC0544  PID         -  CC0544
 CC0544  STATE/COUNTY-  TX/REEVES
 CC0544  USGS QUAD   -  ORLA SE (1961)
 CC0544
 CC0544                         *CURRENT SURVEY CONTROL
 CC0544  ___________________________________________________________________
 CC0544* NAD 83(1986)-  31 46 20.     (N)    103 51 47.     (W)     SCALED    
 CC0544* NAVD 88     -       875.438  (meters)    2872.17   (feet)  ADJUSTED  
 CC0544  ___________________________________________________________________
 CC0544  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CC0544  DYNAMIC HT  -         874.137 (meters)    2867.90  (feet)  COMP
 CC0544  MODELED GRAV-     979,125.7   (mgal)                       NAVD 88
 CC0544
 CC0544  VERT ORDER  -  FIRST     CLASS II
 CC0544
 CC0544.The horizontal coordinates were scaled from a topographic map and have
 CC0544.an estimated accuracy of +/- 6 seconds.
 CC0544
 CC0544.The orthometric height was determined by differential leveling
 CC0544.and adjusted by the National Geodetic Survey in June 1991..
 CC0544
 CC0544.The geoid height was determined by GEOID03.
 CC0544
 CC0544.The dynamic height is computed by dividing the NAVD 88
 CC0544.geopotential number by the normal gravity value computed on the
 CC0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0544.degrees latitude (g = 980.6199 gals.).
 CC0544
 CC0544.The modeled gravity was interpolated from observed gravity values.
 CC0544
 CC0544;                    North         East    Units  Estimated Accuracy
 CC0544;SPC TX C     - 3,238,720.      365,710.      MT  (+/- 180 meters Scaled)
 CC0544
 CC0544                          SUPERSEDED SURVEY CONTROL
 CC0544
 CC0544.No superseded survey control is available for this station.
 CC0544
 CC0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR076157(NAD 83)
 CC0544_MARKER: I = METAL ROD
 CC0544_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0544+WITH SETTING: INFORMATION.
 CC0544_SP_SET: SHALLOW SET METAL ROD
 CC0544_STAMPING: A 1410 1981
 CC0544_MARK LOGO: NGS   
 CC0544_PROJECTION: FLUSH
 CC0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0544+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 CC0544_ROD/PIPE-DEPTH: 2.7  meters
 CC0544
 CC0544  HISTORY     - Date     Condition        Report By
 CC0544  HISTORY     - 1981     MONUMENTED       NGS
 CC0544  HISTORY     - 20050702 GOOD             USPSQD
 CC0544
 CC0544                          STATION DESCRIPTION
 CC0544
 CC0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0544'7.2 KM (4.45 MI) SE FROM ORLA.
 CC0544'7.2 KM (4.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0544'WITH FARM ROAD 652 IN ORLA, 01.1 KM (0.7 MI) NORTHWEST OF A GRAVELED
 CC0544'ROAD CROSSING, 27.7 METERS (91.0 FT) SOUTHWEST OF THE CENTERLINE
 CC0544'THE HIGHWAY AND 3.4 METERS (11.0 FT) NORTH-NORTHEAST OF TRIANGULATION
 CC0544'STATION CHAPMAN ET USGS.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CC0544'A 5-INCH LOGO CAP.
 CC0544'THROUGH A 5-INCH LOGO CAP.
 CC0544'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CC0544'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0544
 CC0544                          STATION RECOVERY (2005)
 CC0544
 CC0544'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CC0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0584 ***********************************************************************
 BP0584  DESIGNATION -  A 1411
 BP0584  PID         -  BP0584
 BP0584  STATE/COUNTY-  TX/PECOS
 BP0584  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0584
 BP0584                         *CURRENT SURVEY CONTROL
 BP0584  ___________________________________________________________________
 BP0584* NAD 83(1986)-  30 58 03.     (N)    102 53 01.     (W)     SCALED    
 BP0584* NAVD 88     -       876.537  (meters)    2875.77   (feet)  ADJUSTED  
 BP0584  ___________________________________________________________________
 BP0584  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0584  DYNAMIC HT  -         875.220 (meters)    2871.45  (feet)  COMP
 BP0584  MODELED GRAV-     979,109.4   (mgal)                       NAVD 88
 BP0584
 BP0584  VERT ORDER  -  FIRST     CLASS II
 BP0584
 BP0584.The horizontal coordinates were scaled from a topographic map and have
 BP0584.an estimated accuracy of +/- 6 seconds.
 BP0584
 BP0584.The orthometric height was determined by differential leveling
 BP0584.and adjusted by the National Geodetic Survey in June 1991..
 BP0584
 BP0584.The geoid height was determined by GEOID03.
 BP0584
 BP0584.The dynamic height is computed by dividing the NAVD 88
 BP0584.geopotential number by the normal gravity value computed on the
 BP0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0584.degrees latitude (g = 980.6199 gals.).
 BP0584
 BP0584.The modeled gravity was interpolated from observed gravity values.
 BP0584
 BP0584;                    North         East    Units  Estimated Accuracy
 BP0584;SPC TX C     - 3,147,000.      456,410.      MT  (+/- 180 meters Scaled)
 BP0584
 BP0584                          SUPERSEDED SURVEY CONTROL
 BP0584
 BP0584.No superseded survey control is available for this station.
 BP0584
 BP0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ021279(NAD 83)
 BP0584_MARKER: I = METAL ROD
 BP0584_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0584+WITH SETTING: INFORMATION.
 BP0584_SP_SET: SHALLOW SET METAL ROD
 BP0584_STAMPING: A 1411 1981
 BP0584_MARK LOGO: NGS   
 BP0584_PROJECTION: FLUSH
 BP0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0584_ROD/PIPE-DEPTH: 2.7  meters
 BP0584
 BP0584  HISTORY     - Date     Condition        Report By
 BP0584  HISTORY     - 1981     MONUMENTED       NGS
 BP0584  HISTORY     - 19961005 GOOD             USPSQD
 BP0584
 BP0584                          STATION DESCRIPTION
 BP0584
 BP0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0584'8.2 KM (5.1 MI) NORTH FROM FORT STOCKTON.
 BP0584'8.2 KM (5.1 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 BP0584'WITH U. S. HIGHWAYS 290, 285 AND 67 IN FORT STOCKTON, AT A PAVED
 BP0584'CROSSROAD, 20.8 METERS (68.2 FT) EAST OF THE CENTERLINE OF THE
 BP0584'HIGHWAY, 14.1 METERS (46.3 FT) NORTH OF THE CENTER OF THE ROAD,
 BP0584'7.8 METERS (25.6 FT) SOUTH OF UTILITY POLE NUMBER SF12F365 AND 6.1
 BP0584'METERS (20.0 FT) NORTH OF A PIPE FENCE CORNER.  NOTE=ACCESS TO THE
 BP0584'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0584'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 BP0584'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BP0584
 BP0584                          STATION RECOVERY (1996)
 BP0584
 BP0584'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0625 ***********************************************************************
 CC0625  DESIGNATION -  A 1412
 CC0625  PID         -  CC0625
 CC0625  STATE/COUNTY-  TX/PECOS
 CC0625  USGS QUAD   -  GRANDFALLS SW (1969)
 CC0625
 CC0625                         *CURRENT SURVEY CONTROL
 CC0625  ___________________________________________________________________
 CC0625* NAD 83(1986)-  31 17 26.     (N)    102 53 11.     (W)     SCALED    
 CC0625* NAVD 88     -       746.319  (meters)    2448.55   (feet)  ADJUSTED  
 CC0625  ___________________________________________________________________
 CC0625  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CC0625  DYNAMIC HT  -         745.265 (meters)    2445.09  (feet)  COMP
 CC0625  MODELED GRAV-     979,202.8   (mgal)                       NAVD 88
 CC0625
 CC0625  VERT ORDER  -  FIRST     CLASS II
 CC0625
 CC0625.The horizontal coordinates were scaled from a topographic map and have
 CC0625.an estimated accuracy of +/- 6 seconds.
 CC0625
 CC0625.The orthometric height was determined by differential leveling
 CC0625.and adjusted by the National Geodetic Survey in June 1991..
 CC0625
 CC0625.The geoid height was determined by GEOID03.
 CC0625
 CC0625.The dynamic height is computed by dividing the NAVD 88
 CC0625.geopotential number by the normal gravity value computed on the
 CC0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0625.degrees latitude (g = 980.6199 gals.).
 CC0625
 CC0625.The modeled gravity was interpolated from observed gravity values.
 CC0625
 CC0625;                    North         East    Units  Estimated Accuracy
 CC0625;SPC TX C     - 3,182,810.      456,960.      MT  (+/- 180 meters Scaled)
 CC0625
 CC0625                          SUPERSEDED SURVEY CONTROL
 CC0625
 CC0625.No superseded survey control is available for this station.
 CC0625
 CC0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ011637(NAD 83)
 CC0625_MARKER: I = METAL ROD
 CC0625_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CC0625_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CC0625_STAMPING: A 1412 1981
 CC0625_MARK LOGO: NGS   
 CC0625_PROJECTION: FLUSH
 CC0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0625+STABILITY: POSITION/ELEVATION WELL
 CC0625_ROD/PIPE-DEPTH: 9.4  meters
 CC0625_SLEEVE-DEPTH  : 9.1 meters
 CC0625
 CC0625  HISTORY     - Date     Condition        Report By
 CC0625  HISTORY     - 1981     MONUMENTED       NGS
 CC0625
 CC0625                          STATION DESCRIPTION
 CC0625
 CC0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0625'7.0 KM (4.35 MI) SOUTH FROM GRANDFALLS.
 CC0625'7.0 KM (4.35 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0625'WITH STATE HIGHWAY 329 IN GRANDFALLS, 0.8 KM (0.5 MI) SOUTH OF THE
 CC0625'JUNCTION OF FARM ROAD 2593, 24.1 METERS (79.0 FT) WEST OF THE
 CC0625'CENTERLINE OF THE HIGHWAY, 3.2 METERS (10.4 FT) SOUTH OF UTILITY
 CC0625'POLE NUMBER 80 AND 0.6 METER (2.0 FT) EAST OF A FENCE.  NOTE=ACCESS
 CC0625'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0625'THE MARK IS 0.5 METERS  NNW FROM A WITNESS POST.
 CC0625'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2263 ***********************************************************************
 BK2263  DESIGNATION -  A 1413
 BK2263  PID         -  BK2263
 BK2263  STATE/COUNTY-  TX/ORANGE
 BK2263  USGS QUAD   -  ORANGE (1996)
 BK2263
 BK2263                         *CURRENT SURVEY CONTROL
 BK2263  ___________________________________________________________________
 BK2263* NAD 83(1986)-  30 05 36.     (N)    093 44 34.     (W)     SCALED    
 BK2263* NAVD 88     -         2.283  (meters)       7.49   (feet)  ADJUSTED  
 BK2263  ___________________________________________________________________
 BK2263  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2263  DYNAMIC HT  -           2.280 (meters)       7.48  (feet)  COMP
 BK2263  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 BK2263
 BK2263  VERT ORDER  -  FIRST     CLASS II
 BK2263
 BK2263.The horizontal coordinates were scaled from a topographic map and have
 BK2263.an estimated accuracy of +/- 6 seconds.
 BK2263
 BK2263.The orthometric height was determined by differential leveling
 BK2263.and adjusted by the National Geodetic Survey in June 1991..
 BK2263
 BK2263.The geoid height was determined by GEOID03.
 BK2263
 BK2263.The dynamic height is computed by dividing the NAVD 88
 BK2263.geopotential number by the normal gravity value computed on the
 BK2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2263.degrees latitude (g = 980.6199 gals.).
 BK2263
 BK2263.The modeled gravity was interpolated from observed gravity values.
 BK2263
 BK2263;                    North         East    Units  Estimated Accuracy
 BK2263;SPC TX C     - 3,066,110.    1,334,940.      MT  (+/- 180 meters Scaled)
 BK2263
 BK2263                          SUPERSEDED SURVEY CONTROL
 BK2263
 BK2263  NGVD 29 (??/??/??)    2.231  (m)            7.32   (f) ADJUSTED    1 2
 BK2263
 BK2263.Superseded values are not recommended for survey control.
 BK2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2263.See file dsdata.txt to determine how the superseded data were derived.
 BK2263
 BK2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP284293(NAD 83)
 BK2263_MARKER: I = METAL ROD
 BK2263_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2263_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK2263_STAMPING: A 1413 1981
 BK2263_MARK LOGO: NGS   
 BK2263_PROJECTION: FLUSH
 BK2263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2263+STABILITY: POSITION/ELEVATION WELL
 BK2263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2263+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 BK2263_ROD/PIPE-DEPTH: 17.1 meters
 BK2263_SLEEVE-DEPTH  : 9.1 meters
 BK2263
 BK2263  HISTORY     - Date     Condition        Report By
 BK2263  HISTORY     - 1981     MONUMENTED       NGS
 BK2263  HISTORY     - 1986     GOOD             NGS
 BK2263  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK2263  HISTORY     - 1989     GOOD             USPSQD
 BK2263  HISTORY     - 1990     GOOD             USPSQD
 BK2263  HISTORY     - 19960427 GOOD             USPSQD
 BK2263  HISTORY     - 20010331 GOOD             USPSQD
 BK2263  HISTORY     - 20020727 GOOD             USPSQD
 BK2263  HISTORY     - 20040317 GOOD             USPSQD
 BK2263  HISTORY     - 20050402 GOOD             USPSQD
 BK2263
 BK2263                          STATION DESCRIPTION
 BK2263
 BK2263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2263'IN ORANGE.
 BK2263'IN ORANGE, IN THE NORTHWEST ANGLE OF THE JUNCTION OF WEST GREEN AVENUE
 BK2263'AND NORTH 12TH STREET, ON THE PROPERTY OF WEST ORANGE STARK EAST
 BK2263'CAMPUS, 21.86 METERS (71.7 FEET) WEST OF THE WEST CURB OF NORTH 12TH
 BK2263'STREET, 18.35 METERS (60.2 FEET) NORTH OF THE NORTH CURB OF WEST GREEN
 BK2263'AVENUE, 1.74 METERS (5.7 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF
 BK2263'THE SCHOOL.
 BK2263'THE MARK IS ABOVE LEVEL WITH AVENUE.
 BK2263
 BK2263                          STATION RECOVERY (1986)
 BK2263
 BK2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2263'RECOVERED IN GOOD CONDITION EXCEPT ADD ACCESS TO DATUM POINT IS HAD
 BK2263'THROUGH A 5-INCH LOGO CAP.
 BK2263
 BK2263                          STATION RECOVERY (1988)
 BK2263
 BK2263'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK2263'MARK NOT FOUND.
 BK2263
 BK2263                          STATION RECOVERY (1989)
 BK2263
 BK2263'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BK2263'RECOVERED IN GOOD CONDITION.
 BK2263
 BK2263                          STATION RECOVERY (1990)
 BK2263
 BK2263'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BK2263'RECOVERED IN GOOD CONDITION.
 BK2263
 BK2263                          STATION RECOVERY (1996)
 BK2263
 BK2263'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2263'RECOVERED IN GOOD CONDITION.
 BK2263
 BK2263                          STATION RECOVERY (2001)
 BK2263
 BK2263'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK2263'RECOVERED IN GOOD CONDITION.
 BK2263
 BK2263                          STATION RECOVERY (2002)
 BK2263
 BK2263'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BK2263'RECOVERED IN GOOD CONDITION.
 BK2263
 BK2263                          STATION RECOVERY (2004)
 BK2263
 BK2263'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCJ)
 BK2263'RECOVERED IN GOOD CONDITION.
 BK2263
 BK2263                          STATION RECOVERY (2005)
 BK2263
 BK2263'RECOVERY NOTE BY US POWER SQUADRON 2005 (MCK)
 BK2263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0610 ***********************************************************************
 BP0610  DESIGNATION -  A 1414
 BP0610  PID         -  BP0610
 BP0610  STATE/COUNTY-  TX/PECOS
 BP0610  USGS QUAD   -  ROCK HOUSE DRAW NW (1980)
 BP0610
 BP0610                         *CURRENT SURVEY CONTROL
 BP0610  ___________________________________________________________________
 BP0610* NAD 83(1986)-  30 40 56.     (N)    102 41 38.     (W)     SCALED    
 BP0610* NAVD 88     -      1051.834  (meters)    3450.89   (feet)  ADJUSTED  
 BP0610  ___________________________________________________________________
 BP0610  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 BP0610  DYNAMIC HT  -        1050.189 (meters)    3445.50  (feet)  COMP
 BP0610  MODELED GRAV-     979,042.2   (mgal)                       NAVD 88
 BP0610
 BP0610  VERT ORDER  -  FIRST     CLASS II
 BP0610
 BP0610.The horizontal coordinates were scaled from a topographic map and have
 BP0610.an estimated accuracy of +/- 6 seconds.
 BP0610
 BP0610.The orthometric height was determined by differential leveling
 BP0610.and adjusted by the National Geodetic Survey in June 1991..
 BP0610
 BP0610.The geoid height was determined by GEOID03.
 BP0610
 BP0610.The dynamic height is computed by dividing the NAVD 88
 BP0610.geopotential number by the normal gravity value computed on the
 BP0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0610.degrees latitude (g = 980.6199 gals.).
 BP0610
 BP0610.The modeled gravity was interpolated from observed gravity values.
 BP0610
 BP0610;                    North         East    Units  Estimated Accuracy
 BP0610;SPC TX C     - 3,114,980.      473,850.      MT  (+/- 180 meters Scaled)
 BP0610
 BP0610                          SUPERSEDED SURVEY CONTROL
 BP0610
 BP0610.No superseded survey control is available for this station.
 BP0610
 BP0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP209966(NAD 83)
 BP0610_MARKER: DB = BENCH MARK DISK
 BP0610_SETTING: 66 = SET IN ROCK OUTCROP
 BP0610_SP_SET: ROCK OUTCROP
 BP0610_STAMPING: A 1414 1981
 BP0610_MARK LOGO: NGS   
 BP0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0610+STABILITY: POSITION/ELEVATION WELL
 BP0610
 BP0610  HISTORY     - Date     Condition        Report By
 BP0610  HISTORY     - 1981     MONUMENTED       NGS
 BP0610
 BP0610                          STATION DESCRIPTION
 BP0610
 BP0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0610'28.9 KM (17.95 MI) SE FROM FORT STOCKTON.
 BP0610'28.9 KM (17.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0610'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, IN A 10 BY 3 FT
 BP0610'EXPOSED AREA OF BEDROCK IN A DRAINAGE DITCH, 16.0 METERS (52.5 FT)
 BP0610'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.3 METERS (40.4 FT)
 BP0610'WEST-SOUTHWEST OF A UTILITY POLE AND 11.9 METERS (39.0 FT) SOUTHWEST
 BP0610'OF A FENCE.
 BP0610'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 BP0610'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0443 ***********************************************************************
 AZ0443  DESIGNATION -  A 1415
 AZ0443  PID         -  AZ0443
 AZ0443  STATE/COUNTY-  TX/VAL VERDE
 AZ0443  USGS QUAD   -  DEL RIO NW (1972)
 AZ0443
 AZ0443                         *CURRENT SURVEY CONTROL
 AZ0443  ___________________________________________________________________
 AZ0443* NAD 83(1986)-  29 28 02.     (N)    100 59 50.     (W)     SCALED    
 AZ0443* NAVD 88     -       361.229  (meters)    1185.13   (feet)  ADJUSTED  
 AZ0443  ___________________________________________________________________
 AZ0443  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0443  DYNAMIC HT  -         360.705 (meters)    1183.41  (feet)  COMP
 AZ0443  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AZ0443
 AZ0443  VERT ORDER  -  FIRST     CLASS II
 AZ0443
 AZ0443.The horizontal coordinates were scaled from a topographic map and have
 AZ0443.an estimated accuracy of +/- 6 seconds.
 AZ0443
 AZ0443.The orthometric height was determined by differential leveling
 AZ0443.and adjusted by the National Geodetic Survey in June 1991..
 AZ0443
 AZ0443.The geoid height was determined by GEOID03.
 AZ0443
 AZ0443.The dynamic height is computed by dividing the NAVD 88
 AZ0443.geopotential number by the normal gravity value computed on the
 AZ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0443.degrees latitude (g = 980.6199 gals.).
 AZ0443
 AZ0443.The modeled gravity was interpolated from observed gravity values.
 AZ0443
 AZ0443;                    North         East    Units  Estimated Accuracy
 AZ0443;SPC TXSC     - 4,182,730.      406,310.      MT  (+/- 180 meters Scaled)
 AZ0443
 AZ0443                          SUPERSEDED SURVEY CONTROL
 AZ0443
 AZ0443.No superseded survey control is available for this station.
 AZ0443
 AZ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT063614(NAD 83)
 AZ0443_MARKER: DB = BENCH MARK DISK
 AZ0443_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0443_SP_SET: ROCK OUTCROP
 AZ0443_STAMPING: A 1415 1981
 AZ0443_MARK LOGO: NGS   
 AZ0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0443+STABILITY: POSITION/ELEVATION WELL
 AZ0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0443+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0443
 AZ0443  HISTORY     - Date     Condition        Report By
 AZ0443  HISTORY     - 1981     MONUMENTED       NGS
 AZ0443  HISTORY     - 19990525 GOOD             USPSQD
 AZ0443  HISTORY     - 20030425 GOOD             USPSQD
 AZ0443
 AZ0443                          STATION DESCRIPTION
 AZ0443
 AZ0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0443'10.0 KM (6.2 MI) NW FROM DEL RIO.
 AZ0443'10.0 KM (6.2 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0443'WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, IN A 3 BY 9 FT EXPOSED AREA
 AZ0443'OF OUTCROPPING BEDROCK, AT A POWERLINE CROSSING THE HIGHWAY, 43.0
 AZ0443'METERS (141.1 FT) EAST OF UTILITY POLE NUMBER 12526-25T AND 15.1
 AZ0443'METERS (49.5 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 AZ0443'THE HIGHWAY.
 AZ0443'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 AZ0443'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 AZ0443
 AZ0443                          STATION RECOVERY (1999)
 AZ0443
 AZ0443'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0443'RECOVERED IN GOOD CONDITION.
 AZ0443
 AZ0443                          STATION RECOVERY (2003)
 AZ0443
 AZ0443'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0418 ***********************************************************************
 AZ0418  DESIGNATION -  A 1416
 AZ0418  PID         -  AZ0418
 AZ0418  STATE/COUNTY-  TX/VAL VERDE
 AZ0418  USGS QUAD   -  SEMINOLE CANYON (1972)
 AZ0418
 AZ0418                         *CURRENT SURVEY CONTROL
 AZ0418  ___________________________________________________________________
 AZ0418* NAD 83(1986)-  29 42 35.     (N)    101 16 24.     (W)     SCALED    
 AZ0418* NAVD 88     -       448.114  (meters)    1470.19   (feet)  ADJUSTED  
 AZ0418  ___________________________________________________________________
 AZ0418  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0418  DYNAMIC HT  -         447.460 (meters)    1468.04  (feet)  COMP
 AZ0418  MODELED GRAV-     979,169.4   (mgal)                       NAVD 88
 AZ0418
 AZ0418  VERT ORDER  -  FIRST     CLASS II
 AZ0418
 AZ0418.The horizontal coordinates were scaled from a topographic map and have
 AZ0418.an estimated accuracy of +/- 6 seconds.
 AZ0418
 AZ0418.The orthometric height was determined by differential leveling
 AZ0418.and adjusted by the National Geodetic Survey in June 1991..
 AZ0418
 AZ0418.The geoid height was determined by GEOID03.
 AZ0418
 AZ0418.The dynamic height is computed by dividing the NAVD 88
 AZ0418.geopotential number by the normal gravity value computed on the
 AZ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0418.degrees latitude (g = 980.6199 gals.).
 AZ0418
 AZ0418.The modeled gravity was interpolated from observed gravity values.
 AZ0418
 AZ0418;                    North         East    Units  Estimated Accuracy
 AZ0418;SPC TXSC     - 4,210,090.      380,060.      MT  (+/- 180 meters Scaled)
 AZ0418
 AZ0418                          SUPERSEDED SURVEY CONTROL
 AZ0418
 AZ0418.No superseded survey control is available for this station.
 AZ0418
 AZ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT800887(NAD 83)
 AZ0418_MARKER: DB = BENCH MARK DISK
 AZ0418_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0418_SP_SET: ROCK OUTCROP
 AZ0418_STAMPING: A 1416 1981
 AZ0418_MARK LOGO: NGS   
 AZ0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0418+STABILITY: POSITION/ELEVATION WELL
 AZ0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0418+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0418
 AZ0418  HISTORY     - Date     Condition        Report By
 AZ0418  HISTORY     - 1981     MONUMENTED       NGS
 AZ0418  HISTORY     - 19990119 GOOD             USPSQD
 AZ0418  HISTORY     - 20030425 GOOD             USPSQD
 AZ0418
 AZ0418                          STATION DESCRIPTION
 AZ0418
 AZ0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0418'10.1 KM (6.25 MI) NW FROM COMSTOCK.
 AZ0418'10.1 KM (6.25 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0418'WITH STATE HIGHWAY 163 IN COMSTOCK, IN THE CENTER OF A 5 BY 5 FT
 AZ0418'EXPOSED AREA OF OUTCROPPING BEDROCK, 62.5 METERS (205.1 FT) NORTH OF
 AZ0418'THE CENTERLINE OF THE HIGHWAY, 16.8 METERS (55.1 FT) NORTH OF THE
 AZ0418'CENTERLINE OF THE OLD HIGHWAY, 14.4 METERS (47.2 FT) NORTHEAST OF THE
 AZ0418'EAST END OF BOX CULVERT AND 1.2 METERS (3.9 FT) NORTH OF A FENCE.
 AZ0418'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AZ0418'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 AZ0418
 AZ0418                          STATION RECOVERY (1999)
 AZ0418
 AZ0418'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0418'RECOVERED IN GOOD CONDITION.
 AZ0418
 AZ0418                          STATION RECOVERY (2003)
 AZ0418
 AZ0418'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0648 ***********************************************************************
 BP0648  DESIGNATION -  A 1417
 BP0648  PID         -  BP0648
 BP0648  STATE/COUNTY-  TX/TERRELL
 BP0648  USGS QUAD   -  SANDERSON (1969)
 BP0648
 BP0648                         *CURRENT SURVEY CONTROL
 BP0648  ___________________________________________________________________
 BP0648* NAD 83(1986)-  30 09 07.     (N)    102 24 32.     (W)     SCALED    
 BP0648* NAVD 88     -       869.468  (meters)    2852.58   (feet)  ADJUSTED  
 BP0648  ___________________________________________________________________
 BP0648  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BP0648  DYNAMIC HT  -         868.123 (meters)    2848.17  (feet)  COMP
 BP0648  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 BP0648
 BP0648  VERT ORDER  -  FIRST     CLASS II
 BP0648
 BP0648.The horizontal coordinates were scaled from a topographic map and have
 BP0648.an estimated accuracy of +/- 6 seconds.
 BP0648
 BP0648.The orthometric height was determined by differential leveling
 BP0648.and adjusted by the National Geodetic Survey in June 1991..
 BP0648
 BP0648.The geoid height was determined by GEOID03.
 BP0648
 BP0648.The dynamic height is computed by dividing the NAVD 88
 BP0648.geopotential number by the normal gravity value computed on the
 BP0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0648.degrees latitude (g = 980.6199 gals.).
 BP0648
 BP0648.The modeled gravity was interpolated from observed gravity values.
 BP0648
 BP0648;                    North         East    Units  Estimated Accuracy
 BP0648;SPC TXSC     - 4,261,760.      271,650.      MT  (+/- 180 meters Scaled)
 BP0648
 BP0648                          SUPERSEDED SURVEY CONTROL
 BP0648
 BP0648.No superseded survey control is available for this station.
 BP0648
 BP0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP495384(NAD 83)
 BP0648_MARKER: DB = BENCH MARK DISK
 BP0648_SETTING: 66 = SET IN ROCK OUTCROP
 BP0648_SP_SET: ROCK OUTCROP
 BP0648_STAMPING: A 1417 1981
 BP0648_MARK LOGO: NGS   
 BP0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0648+STABILITY: POSITION/ELEVATION WELL
 BP0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0648+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2005
 BP0648
 BP0648  HISTORY     - Date     Condition        Report By
 BP0648  HISTORY     - 1981     MONUMENTED       NGS
 BP0648  HISTORY     - 1981     GOOD             NGS
 BP0648  HISTORY     - 20051210 GOOD             NGS
 BP0648
 BP0648                          STATION DESCRIPTION
 BP0648
 BP0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0648'2.0 KM (1.25 MI) NORTH FROM SANDERSON.
 BP0648'0.2 KM (0.1 MI) NORTH ALONG PERSIMMON STREET FROM THE SOUTHERN PACIFIC
 BP0648'RAILROAD STATION IN SANDERSON, THENCE 1.1 KM (0.7 MI) WEST ALONG U.S.
 BP0648'HIGHWAY 90, THENCE 0.7 KM (0.45 MI) NORTH ALONG U.S. HIGHWAY 285, 0.2
 BP0648'KM (0.1 MI) SOUTH OF THE TEXAS HIGHWAY DEPARTMENT MAINTENANCE YARD
 BP0648'OFFICE, IN TOP OF A 4 BY 12 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 BP0648'38.4 METERS (126.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 9.1
 BP0648'METERS (29.9 FT) EAST OF A FENCE AND 7.8 METERS (25.6 FT)
 BP0648'EAST-SOUTHEAST OF A UTILITY POLE.
 BP0648'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 BP0648'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 BP0648
 BP0648                          STATION RECOVERY (1981)
 BP0648
 BP0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0648'RECOVERED IN GOOD CONDITION.
 BP0648
 BP0648                          STATION RECOVERY (2005)
 BP0648
 BP0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DMM)
 BP0648'RECOVERED AS DESCRIBED.  A HANDHELD GPS POSITION USING A WAAS-ENABLED
 BP0648'RECEIVER WAS OBTAINED. POSITION OBTAINED WAS N 30 09 05.1 W102 24
 BP0648'31.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0653 ***********************************************************************
 BP0653  DESIGNATION -  A 1418
 BP0653  PID         -  BP0653
 BP0653  STATE/COUNTY-  TX/TERRELL
 BP0653  USGS QUAD   -  SANDERSON SE (1969)
 BP0653
 BP0653                         *CURRENT SURVEY CONTROL
 BP0653  ___________________________________________________________________
 BP0653* NAD 83(1986)-  30 04 31.     (N)    102 20 59.     (W)     SCALED    
 BP0653* NAVD 88     -       813.431  (meters)    2668.73   (feet)  ADJUSTED  
 BP0653  ___________________________________________________________________
 BP0653  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 BP0653  DYNAMIC HT  -         812.193 (meters)    2664.67  (feet)  COMP
 BP0653  MODELED GRAV-     979,093.8   (mgal)                       NAVD 88
 BP0653
 BP0653  VERT ORDER  -  FIRST     CLASS II
 BP0653
 BP0653.The horizontal coordinates were scaled from a topographic map and have
 BP0653.an estimated accuracy of +/- 6 seconds.
 BP0653
 BP0653.The orthometric height was determined by differential leveling
 BP0653.and adjusted by the National Geodetic Survey in June 1991..
 BP0653
 BP0653.The geoid height was determined by GEOID03.
 BP0653
 BP0653.The dynamic height is computed by dividing the NAVD 88
 BP0653.geopotential number by the normal gravity value computed on the
 BP0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0653.degrees latitude (g = 980.6199 gals.).
 BP0653
 BP0653.The modeled gravity was interpolated from observed gravity values.
 BP0653
 BP0653;                    North         East    Units  Estimated Accuracy
 BP0653;SPC TXSC     - 4,253,100.      277,100.      MT  (+/- 180 meters Scaled)
 BP0653
 BP0653                          SUPERSEDED SURVEY CONTROL
 BP0653
 BP0653.No superseded survey control is available for this station.
 BP0653
 BP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP554300(NAD 83)
 BP0653_MARKER: DB = BENCH MARK DISK
 BP0653_SETTING: 66 = SET IN ROCK OUTCROP
 BP0653_SP_SET: ROCK OUTCROP
 BP0653_STAMPING: A 1418 1981
 BP0653_MARK LOGO: NGS   
 BP0653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0653+STABILITY: POSITION/ELEVATION WELL
 BP0653
 BP0653  HISTORY     - Date     Condition        Report By
 BP0653  HISTORY     - 1981     MONUMENTED       NGS
 BP0653
 BP0653                          STATION DESCRIPTION
 BP0653
 BP0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0653'10.0 KM (6.2 MI) SE FROM SANDERSON.
 BP0653'0.1 KM (0.05 MI) NORTH ALONG PERSIMMON AVENUE FROM THE SOUTHERN
 BP0653'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 9.9 KM (6.15 MI)
 BP0653'SOUTHEAST ALONG U.S. HIGHWAY 90, AT A HIGHWAY CUT, IN A 20 BY 50 FT
 BP0653'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.5 KM (0.3 MI) NORTHWEST OF A
 BP0653'GRAVELED ROAD LEADING SOUTH, 17.4 METERS (57.1 FT) SOUTHWEST OF THE
 BP0653'CENTERLINE OF THE HIGHWAY AND 1.7 METERS (5.6 FT) NORTHEAST OF A
 BP0653'FENCE.
 BP0653'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BP0653'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0398 ***********************************************************************
 AZ0398  DESIGNATION -  A 1419
 AZ0398  PID         -  AZ0398
 AZ0398  STATE/COUNTY-  TX/VAL VERDE
 AZ0398  USGS QUAD   -  RAMSEY CANYON (1980)
 AZ0398
 AZ0398                         *CURRENT SURVEY CONTROL
 AZ0398  ___________________________________________________________________
 AZ0398* NAD 83(1986)-  29 49 53.     (N)    101 38 16.     (W)     SCALED    
 AZ0398* NAVD 88     -       513.538  (meters)    1684.83   (feet)  ADJUSTED  
 AZ0398  ___________________________________________________________________
 AZ0398  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AZ0398  DYNAMIC HT  -         512.744 (meters)    1682.23  (feet)  COMP
 AZ0398  MODELED GRAV-     979,082.5   (mgal)                       NAVD 88
 AZ0398
 AZ0398  VERT ORDER  -  FIRST     CLASS II
 AZ0398
 AZ0398.The horizontal coordinates were scaled from a topographic map and have
 AZ0398.an estimated accuracy of +/- 6 seconds.
 AZ0398
 AZ0398.The orthometric height was determined by differential leveling
 AZ0398.and adjusted by the National Geodetic Survey in June 1991..
 AZ0398
 AZ0398.The geoid height was determined by GEOID03.
 AZ0398
 AZ0398.The dynamic height is computed by dividing the NAVD 88
 AZ0398.geopotential number by the normal gravity value computed on the
 AZ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0398.degrees latitude (g = 980.6199 gals.).
 AZ0398
 AZ0398.The modeled gravity was interpolated from observed gravity values.
 AZ0398
 AZ0398;                    North         East    Units  Estimated Accuracy
 AZ0398;SPC TXSC     - 4,224,320.      345,110.      MT  (+/- 180 meters Scaled)
 AZ0398
 AZ0398                          SUPERSEDED SURVEY CONTROL
 AZ0398
 AZ0398.No superseded survey control is available for this station.
 AZ0398
 AZ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU451030(NAD 83)
 AZ0398_MARKER: DB = BENCH MARK DISK
 AZ0398_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0398_SP_SET: ROCK OUTCROP
 AZ0398_STAMPING: A 1419 1981
 AZ0398_MARK LOGO: NGS   
 AZ0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0398
 AZ0398  HISTORY     - Date     Condition        Report By
 AZ0398  HISTORY     - 1981     MONUMENTED       NGS
 AZ0398  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 AZ0398
 AZ0398                          STATION DESCRIPTION
 AZ0398
 AZ0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0398'9.6 KM (5.95 MI) NW FROM LANGTRY.
 AZ0398'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0398'OFFICE IN LANGTRY, THENCE 8.3 KM (5.15 MI) WESTERLY ALONG U.S.
 AZ0398'HIGHWAY 90, IN A 6 BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK
 AZ0398'28.2 METERS (92.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AZ0398'13.2 METERS (43.3 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND
 AZ0398'2.9 METERS (9.5 FT) NORTH OF A FENCE.
 AZ0398'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AZ0398'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 AZ0398
 AZ0398                          STATION RECOVERY (1999)
 AZ0398
 AZ0398'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0359 ***********************************************************************
 DP0359  DESIGNATION -  A 142
 DP0359  PID         -  DP0359
 DP0359  STATE/COUNTY-  TX/LUBBOCK
 DP0359  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0359
 DP0359                         *CURRENT SURVEY CONTROL
 DP0359  ___________________________________________________________________
 DP0359* NAD 83(1986)-  33 35 38.     (N)    101 45 54.     (W)     SCALED    
 DP0359* NAVD 88     -       967.902  (meters)    3175.53   (feet)  ADJUSTED  
 DP0359  ___________________________________________________________________
 DP0359  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 DP0359  DYNAMIC HT  -         966.656 (meters)    3171.44  (feet)  COMP
 DP0359  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 DP0359
 DP0359  VERT ORDER  -  FIRST     CLASS II
 DP0359
 DP0359.The horizontal coordinates were scaled from a topographic map and have
 DP0359.an estimated accuracy of +/- 6 seconds.
 DP0359
 DP0359.The orthometric height was determined by differential leveling
 DP0359.and adjusted by the National Geodetic Survey in June 1991..
 DP0359
 DP0359.The geoid height was determined by GEOID03.
 DP0359
 DP0359.The dynamic height is computed by dividing the NAVD 88
 DP0359.geopotential number by the normal gravity value computed on the
 DP0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0359.degrees latitude (g = 980.6199 gals.).
 DP0359
 DP0359.The modeled gravity was interpolated from observed gravity values.
 DP0359
 DP0359;                    North         East    Units  Estimated Accuracy
 DP0359;SPC TXNC     - 2,218,420.      297,010.      MT  (+/- 180 meters Scaled)
 DP0359
 DP0359                          SUPERSEDED SURVEY CONTROL
 DP0359
 DP0359  NGVD 29 (??/??/92)  967.533  (m)         3174.31   (f) ADJ UNCH    1 2
 DP0359
 DP0359.Superseded values are not recommended for survey control.
 DP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0359.See file dsdata.txt to determine how the superseded data were derived.
 DP0359
 DP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC434205(NAD 83)
 DP0359_MARKER: DB = BENCH MARK DISK
 DP0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0359_STAMPING: 3174.314 A 142 1933
 DP0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0359+STABILITY: SURFACE MOTION
 DP0359
 DP0359  HISTORY     - Date     Condition        Report By
 DP0359  HISTORY     - 1933     MONUMENTED       CGS
 DP0359  HISTORY     - 1963     MARK NOT FOUND   NGS
 DP0359
 DP0359                          STATION DESCRIPTION
 DP0359
 DP0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DP0359'6.0 MI NE FROM LUBBOCK.
 DP0359'6.0 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0359'THE STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 4.5 MILES SOUTHWEST OF
 DP0359'THE STATION SIGNBOARD AT KITALOU, ABOUT 74-3/4 RAILS SOUTHWEST OF
 DP0359'MILEPOST L 354, AT STATION 6200+00 (MILEAGE 354.47), ABOUT 13-3/4
 DP0359'RAILS NORTHEAST OF A PUBLIC-ROAD CROSSING, 46 FEET SOUTHEAST OF THE
 DP0359'TRACK, 63 FEET SOUTHWEST OF A GATE IN THE RIGHT-OF-WAY FENCE, AND AT
 DP0359'THE FENCE LINE.  A STANDARD DISK, STAMPED 3174.314 A 142 1933 AND SET
 DP0359'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1315 ***********************************************************************
 AE1315  DESIGNATION -  A 1420
 AE1315  PID         -  AE1315
 AE1315  STATE/COUNTY-  TX/ZAPATA
 AE1315  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1315
 AE1315                         *CURRENT SURVEY CONTROL
 AE1315  ___________________________________________________________________
 AE1315* NAD 83(1986)-  26 45 13.     (N)    099 06 52.     (W)     SCALED    
 AE1315* NAVD 88     -       108.478  (meters)     355.90   (feet)  ADJUSTED  
 AE1315  ___________________________________________________________________
 AE1315  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AE1315  DYNAMIC HT  -         108.302 (meters)     355.32  (feet)  COMP
 AE1315  MODELED GRAV-     979,025.4   (mgal)                       NAVD 88
 AE1315
 AE1315  VERT ORDER  -  FIRST     CLASS II
 AE1315
 AE1315.The horizontal coordinates were scaled from a topographic map and have
 AE1315.an estimated accuracy of +/- 6 seconds.
 AE1315
 AE1315.The orthometric height was determined by differential leveling
 AE1315.and adjusted by the National Geodetic Survey in June 1991..
 AE1315
 AE1315.The geoid height was determined by GEOID03.
 AE1315
 AE1315.The dynamic height is computed by dividing the NAVD 88
 AE1315.geopotential number by the normal gravity value computed on the
 AE1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1315.degrees latitude (g = 980.6199 gals.).
 AE1315
 AE1315.The modeled gravity was interpolated from observed gravity values.
 AE1315
 AE1315;                    North         East    Units  Estimated Accuracy
 AE1315;SPC TX S     - 5,120,570.      238,890.      MT  (+/- 180 meters Scaled)
 AE1315
 AE1315                          SUPERSEDED SURVEY CONTROL
 AE1315
 AE1315.No superseded survey control is available for this station.
 AE1315
 AE1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ886591(NAD 83)
 AE1315_MARKER: DB = BENCH MARK DISK
 AE1315_SETTING: 66 = SET IN ROCK OUTCROP
 AE1315_SP_SET: ROCK OUTCROP
 AE1315_STAMPING: A 1420 1981
 AE1315_MARK LOGO: NGS   
 AE1315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1315+STABILITY: POSITION/ELEVATION WELL
 AE1315
 AE1315  HISTORY     - Date     Condition        Report By
 AE1315  HISTORY     - 1981     MONUMENTED       NGS
 AE1315
 AE1315                          STATION DESCRIPTION
 AE1315
 AE1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1315'4.6 KM (2.85 MI) NORTH FROM LOPENO.
 AE1315'4.6 KM (2.85 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE1315'IN LOPENO, AT A ROADSIDE PARK, SET IN TOP OF AND CENTER OF A 5 BY 5 FT
 AE1315'OUTCROP OF ROCK FLUSH WITH GROUND, 14.9 METERS (48.9 FT) WEST OF
 AE1315'CENTER OF HIGHWAY, 3.4 METERS (11.0 FT) EAST OF A FENCE LINE,
 AE1315'46.5 METERS (152.6 FT) NORTH OF THE NORTHWEST BRICK PILLAR OF A
 AE1315'COVERED PICNIC BENCH AREA, AND 22.1 METERS (72.6 FT) NORTH OF CENTER
 AE1315'OF A METAL GATE.
 AE1315'THE MARK IS 3.3 METERS  E FROM A WITNESS POST.
 AE1315'THE MARK IS ABOVE LEVEL WITH HIGHWAY AND GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1293 ***********************************************************************
 AE1293  DESIGNATION -  A 1421
 AE1293  PID         -  AE1293
 AE1293  STATE/COUNTY-  TX/STARR
 AE1293  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1293
 AE1293                         *CURRENT SURVEY CONTROL
 AE1293  ___________________________________________________________________
 AE1293* NAD 83(1986)-  26 24 12.     (N)    099 00 54.     (W)     SCALED    
 AE1293* NAVD 88     -        59.696  (meters)     195.85   (feet)  ADJUSTED  
 AE1293  ___________________________________________________________________
 AE1293  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AE1293  DYNAMIC HT  -          59.599 (meters)     195.53  (feet)  COMP
 AE1293  MODELED GRAV-     979,014.9   (mgal)                       NAVD 88
 AE1293
 AE1293  VERT ORDER  -  FIRST     CLASS II
 AE1293
 AE1293.The horizontal coordinates were scaled from a topographic map and have
 AE1293.an estimated accuracy of +/- 6 seconds.
 AE1293
 AE1293.The orthometric height was determined by differential leveling
 AE1293.and adjusted by the National Geodetic Survey in June 1991..
 AE1293
 AE1293.The geoid height was determined by GEOID03.
 AE1293
 AE1293.The dynamic height is computed by dividing the NAVD 88
 AE1293.geopotential number by the normal gravity value computed on the
 AE1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1293.degrees latitude (g = 980.6199 gals.).
 AE1293
 AE1293.The modeled gravity was interpolated from observed gravity values.
 AE1293
 AE1293;                    North         East    Units  Estimated Accuracy
 AE1293;SPC TX S     - 5,081,720.      248,620.      MT  (+/- 180 meters Scaled)
 AE1293
 AE1293                          SUPERSEDED SURVEY CONTROL
 AE1293
 AE1293.No superseded survey control is available for this station.
 AE1293
 AE1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ985203(NAD 83)
 AE1293_MARKER: I = METAL ROD
 AE1293_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1293_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AE1293_STAMPING: A 1421 1981
 AE1293_MARK LOGO: NGS   
 AE1293_PROJECTION: FLUSH
 AE1293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1293+STABILITY: POSITION/ELEVATION WELL
 AE1293_ROD/PIPE-DEPTH: 10.7 meters
 AE1293_SLEEVE-DEPTH  : 9.1 meters
 AE1293
 AE1293  HISTORY     - Date     Condition        Report By
 AE1293  HISTORY     - 1981     MONUMENTED       NGS
 AE1293  HISTORY     - 20030701 GOOD             INDIV
 AE1293
 AE1293                          STATION DESCRIPTION
 AE1293
 AE1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1293'IN ROMA.
 AE1293'IN ROMA, AT THE CITY COMMUNITY PARK AT THE SOUTHEAST EDGE OF TOWN,
 AE1293'ALSO, 1.5 KM (0.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST
 AE1293'OFFICE OFFICE IN ROMA, NEAR THE CENTER OF THE PARK AND NORTH OF A
 AE1293'1.5 METERS (5 FT) HIGH BRICK MEMORIAL, 64.0 METERS (210.0 FT)
 AE1293'NORTHEAST OF CENTERLINE OF NORTHWESTBOUND LANES OF HIGHWAY, 9.1 METERS
 AE1293'(29.9 FT) WEST NORTHWEST OF CENTER OF BRICK STEPS OF A COVERED GAZEBO,
 AE1293'6.33 METERS (20.8 FT) NORTHWEST OF NORTHWEST CORNER OF A WATER
 AE1293'FOUNTAIN, 1.7 METERS (5.7 FT) NORTHEAST OF CENTER OF A BRICK MEMORIAL
 AE1293'AND 6.3 METERS (20.8 FT) EAST OF PARK LIGHT POLE.
 AE1293'THE MARK IS 0.30 M ABOVE HIGHWAY..
 AE1293
 AE1293                          STATION RECOVERY (2003)
 AE1293
 AE1293'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JM)
 AE1293'MGM ENGINEERING GROUP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1220 ***********************************************************************
 AE1220  DESIGNATION -  A 1422
 AE1220  PID         -  AE1220
 AE1220  STATE/COUNTY-  TX/HIDALGO
 AE1220  USGS QUAD   -  DONNA (1983)
 AE1220
 AE1220                         *CURRENT SURVEY CONTROL
 AE1220  ___________________________________________________________________
 AE1220* NAD 83(1986)-  26 09 51.     (N)    098 00 52.     (W)     SCALED    
 AE1220* NAVD 88     -        24.456  (meters)      80.24   (feet)  ADJUSTED  
 AE1220  ___________________________________________________________________
 AE1220  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AE1220  DYNAMIC HT  -          24.416 (meters)      80.10  (feet)  COMP
 AE1220  MODELED GRAV-     979,006.9   (mgal)                       NAVD 88
 AE1220
 AE1220  VERT ORDER  -  FIRST     CLASS II
 AE1220
 AE1220.The horizontal coordinates were scaled from a topographic map and have
 AE1220.an estimated accuracy of +/- 6 seconds.
 AE1220
 AE1220.The orthometric height was determined by differential leveling
 AE1220.and adjusted by the National Geodetic Survey in June 1991..
 AE1220
 AE1220.The geoid height was determined by GEOID03.
 AE1220
 AE1220.The dynamic height is computed by dividing the NAVD 88
 AE1220.geopotential number by the normal gravity value computed on the
 AE1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1220.degrees latitude (g = 980.6199 gals.).
 AE1220
 AE1220.The modeled gravity was interpolated from observed gravity values.
 AE1220
 AE1220;                    North         East    Units  Estimated Accuracy
 AE1220;SPC TX S     - 5,055,210.      348,550.      MT  (+/- 180 meters Scaled)
 AE1220
 AE1220                          SUPERSEDED SURVEY CONTROL
 AE1220
 AE1220.No superseded survey control is available for this station.
 AE1220
 AE1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP984942(NAD 83)
 AE1220_MARKER: I = METAL ROD
 AE1220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1220_SP_SET: STAINLESS STEEL ROD
 AE1220_STAMPING: A 1422 1981
 AE1220_MARK LOGO: NGS   
 AE1220_PROJECTION: FLUSH
 AE1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1220+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AE1220_ROD/PIPE-DEPTH: 8.53 meters
 AE1220
 AE1220  HISTORY     - Date     Condition        Report By
 AE1220  HISTORY     - 1981     MONUMENTED       NGS
 AE1220  HISTORY     - 20040206 GOOD             GEOCAC
 AE1220
 AE1220                          STATION DESCRIPTION
 AE1220
 AE1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1220'2.5 KM (1.55 MI) WEST FROM WESTLACO.
 AE1220'2.5 KM (1.55 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE1220'OF FARM ROAD 88 AT WESTLAND, AT A PAVED ROAD LEADING NORTH AND SOUTH,
 AE1220'AT THE FEDERAL PETROLEUM COMPANY, 36.8 KM (120.8 FT) NORTH OF THE
 AE1220'CENTERLINE OF THE HIGHWAY, 13.6 METERS (44.7 FT) NORTH OF THE NORTH
 AE1220'RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS, 32.9 METERS (108.0 FT)
 AE1220'EAST OF THE CENTER OF THE ROAD, 8.2 METERS (27.0 FT) SOUTHEAST AND
 AE1220'ACROSS CHAIN LINK FENCE OF THE SOUTH EAST CORNER OF OFFICE BUILDING,
 AE1220'7.3 (24.0 FT) EAST OF A CHAIN LINK CORNER FENCE POST, 1.2 (4.1 FT)
 AE1220'WEST OF A POWERLINE POLE WITH 2 TRANSFORMERS AND 3 GUY WIRES, 2.6
 AE1220'(8.4 FT) NORTHWEST OF THE SOUTHERN MOST GUY WIRE ANCHOR, 0.61 (2.0 FT)
 AE1220'SOUTH OF A CHAIN LINK FENCE, NOTE, ROD DRIVEN TO REFUSAL
 AE1220'THE MARK IS 1.0 M BELOW TRACKS.
 AE1220
 AE1220                          STATION RECOVERY (2004)
 AE1220
 AE1220'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AE1220'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0674 ***********************************************************************
 BP0674  DESIGNATION -  A 1426
 BP0674  PID         -  BP0674
 BP0674  STATE/COUNTY-  TX/PECOS
 BP0674  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0674
 BP0674                         *CURRENT SURVEY CONTROL
 BP0674  ___________________________________________________________________
 BP0674* NAD 83(1986)-  30 53 27.     (N)    102 46 37.     (W)     SCALED    
 BP0674* NAVD 88     -       890.952  (meters)    2923.07   (feet)  ADJUSTED  
 BP0674  ___________________________________________________________________
 BP0674  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 BP0674  DYNAMIC HT  -         889.596 (meters)    2918.62  (feet)  COMP
 BP0674  MODELED GRAV-     979,089.0   (mgal)                       NAVD 88
 BP0674
 BP0674  VERT ORDER  -  FIRST     CLASS II
 BP0674
 BP0674.The horizontal coordinates were scaled from a topographic map and have
 BP0674.an estimated accuracy of +/- 6 seconds.
 BP0674
 BP0674.The orthometric height was determined by differential leveling
 BP0674.and adjusted by the National Geodetic Survey in June 1991..
 BP0674
 BP0674.The geoid height was determined by GEOID03.
 BP0674
 BP0674.The dynamic height is computed by dividing the NAVD 88
 BP0674.geopotential number by the normal gravity value computed on the
 BP0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0674.degrees latitude (g = 980.6199 gals.).
 BP0674
 BP0674.The modeled gravity was interpolated from observed gravity values.
 BP0674
 BP0674;                    North         East    Units  Estimated Accuracy
 BP0674;SPC TX C     - 3,138,270.      466,410.      MT  (+/- 180 meters Scaled)
 BP0674
 BP0674                          SUPERSEDED SURVEY CONTROL
 BP0674
 BP0674.No superseded survey control is available for this station.
 BP0674
 BP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ124196(NAD 83)
 BP0674_MARKER: I = METAL ROD
 BP0674_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0674_SP_SET: STAINLESS STEEL ROD
 BP0674_STAMPING: A 1426 1981
 BP0674_MARK LOGO: NGS   
 BP0674_PROJECTION: FLUSH
 BP0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0674_ROD/PIPE-DEPTH: 4.0  meters
 BP0674
 BP0674  HISTORY     - Date     Condition        Report By
 BP0674  HISTORY     - 1981     MONUMENTED       NGS
 BP0674  HISTORY     - 1990     GOOD             USPSQD
 BP0674
 BP0674                          STATION DESCRIPTION
 BP0674
 BP0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0674'8.9 KM (5.55 MI) EAST FROM FORT STOCKTON.
 BP0674'8.9 KM (5.55 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0674'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, 1.1 KM (0.7 MI) EAST
 BP0674'OF MILEPOST 266, 40.2 METERS (131.9 FT) SOUTH OF THE CENTERLINE OF THE
 BP0674'EAST BOUND LANES OF THE HIGHWAY AND 4.5 METERS (14.8 FT) EAST OF
 BP0674'UTILITY POLE NUMBER 611.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BP0674'5-INCH LOGO CAP.
 BP0674'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0674'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0674
 BP0674                          STATION RECOVERY (1990)
 BP0674
 BP0674'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BP0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0647 ***********************************************************************
 CC0647  DESIGNATION -  A 1427
 CC0647  PID         -  CC0647
 CC0647  STATE/COUNTY-  TX/PECOS
 CC0647  USGS QUAD   -  GIRVIN (1972)
 CC0647
 CC0647                         *CURRENT SURVEY CONTROL
 CC0647  ___________________________________________________________________
 CC0647* NAD 83(1986)-  31 03 45.     (N)    102 23 21.     (W)     SCALED    
 CC0647* NAVD 88     -       708.706  (meters)    2325.15   (feet)  ADJUSTED  
 CC0647  ___________________________________________________________________
 CC0647  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CC0647  DYNAMIC HT  -         707.697 (meters)    2321.84  (feet)  COMP
 CC0647  MODELED GRAV-     979,194.6   (mgal)                       NAVD 88
 CC0647
 CC0647  VERT ORDER  -  FIRST     CLASS II
 CC0647
 CC0647.The horizontal coordinates were scaled from a topographic map and have
 CC0647.an estimated accuracy of +/- 6 seconds.
 CC0647
 CC0647.The orthometric height was determined by differential leveling
 CC0647.and adjusted by the National Geodetic Survey in June 1991..
 CC0647
 CC0647.The geoid height was determined by GEOID03.
 CC0647
 CC0647.The dynamic height is computed by dividing the NAVD 88
 CC0647.geopotential number by the normal gravity value computed on the
 CC0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0647.degrees latitude (g = 980.6199 gals.).
 CC0647
 CC0647.The modeled gravity was interpolated from observed gravity values.
 CC0647
 CC0647;                    North         East    Units  Estimated Accuracy
 CC0647;SPC TX C     - 3,156,550.      503,820.      MT  (+/- 180 meters Scaled)
 CC0647
 CC0647                          SUPERSEDED SURVEY CONTROL
 CC0647
 CC0647.No superseded survey control is available for this station.
 CC0647
 CC0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ491394(NAD 83)
 CC0647_MARKER: I = METAL ROD
 CC0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0647_SP_SET: STAINLESS STEEL ROD
 CC0647_STAMPING: A 1427 1981
 CC0647_MARK LOGO: NGS   
 CC0647_PROJECTION: FLUSH
 CC0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0647_ROD/PIPE-DEPTH: 7.3  meters
 CC0647
 CC0647  HISTORY     - Date     Condition        Report By
 CC0647  HISTORY     - 1981     MONUMENTED       NGS
 CC0647
 CC0647                          STATION DESCRIPTION
 CC0647
 CC0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0647'IN GIRVIN.
 CC0647'IN GIRVIN, AT THE JUNCTION OF U.S. HIGHWAYS 67 AND 385 AND STATE
 CC0647'HIGHWAY 11 IN GIRVIN, 52.4 METERS (171.9 FT) SOUTH-SOUTHEAST OF THE
 CC0647'CENTERLINE OF U.S. HIGHWAY 67 AND 385 AND 19.5 METERS (64.0 FT)
 CC0647'WEST-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 11.  NOTE=ACCESS TO
 CC0647'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0647'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 CC0647'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0671 ***********************************************************************
 CB0671  DESIGNATION -  A 1428
 CB0671  PID         -  CB0671
 CB0671  STATE/COUNTY-  TX/UPTON
 CB0671  USGS QUAD   -  RANKIN NE (1970)
 CB0671
 CB0671                         *CURRENT SURVEY CONTROL
 CB0671  ___________________________________________________________________
 CB0671* NAD 83(1986)-  31 13 58.     (N)    101 51 54.     (W)     SCALED    
 CB0671* NAVD 88     -       796.481  (meters)    2613.12   (feet)  ADJUSTED  
 CB0671  ___________________________________________________________________
 CB0671  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CB0671  DYNAMIC HT  -         795.321 (meters)    2609.32  (feet)  COMP
 CB0671  MODELED GRAV-     979,157.6   (mgal)                       NAVD 88
 CB0671
 CB0671  VERT ORDER  -  FIRST     CLASS II
 CB0671
 CB0671.The horizontal coordinates were scaled from a topographic map and have
 CB0671.an estimated accuracy of +/- 6 seconds.
 CB0671
 CB0671.The orthometric height was determined by differential leveling
 CB0671.and adjusted by the National Geodetic Survey in June 1991..
 CB0671
 CB0671.The geoid height was determined by GEOID03.
 CB0671
 CB0671.The dynamic height is computed by dividing the NAVD 88
 CB0671.geopotential number by the normal gravity value computed on the
 CB0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0671.degrees latitude (g = 980.6199 gals.).
 CB0671
 CB0671.The modeled gravity was interpolated from observed gravity values.
 CB0671
 CB0671;                    North         East    Units  Estimated Accuracy
 CB0671;SPC TX C     - 3,174,620.      554,100.      MT  (+/- 180 meters Scaled)
 CB0671
 CB0671                          SUPERSEDED SURVEY CONTROL
 CB0671
 CB0671.No superseded survey control is available for this station.
 CB0671
 CB0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV271589(NAD 83)
 CB0671_MARKER: DB = BENCH MARK DISK
 CB0671_SETTING: 66 = SET IN ROCK OUTCROP
 CB0671_SP_SET: ROCK OUTCROP
 CB0671_STAMPING: A 1428 1981
 CB0671_MARK LOGO: NGS   
 CB0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0671+STABILITY: POSITION/ELEVATION WELL
 CB0671
 CB0671  HISTORY     - Date     Condition        Report By
 CB0671  HISTORY     - 1981     MONUMENTED       NGS
 CB0671
 CB0671                          STATION DESCRIPTION
 CB0671
 CB0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0671'7.4 KM (4.6 MI) NE FROM RANKIN.
 CB0671'7.4 KM (4.6 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0671'STATE HIGHWAY 349 IN RANKIN, 0.3 KM (0.2 MI) SOUTHWEST OF A GRAVELED
 CB0671'ROAD LEADING SOUTHEAST, IN A 4 BY 6 FT EXPOSED AREA OF OUTCROPPING
 CB0671'BEDROCK AT THE NORTHEAST END OF A HIGHWAY CUT, 16.6 METERS (54.5 FT)
 CB0671'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 11.1 METERS (36.4
 CB0671'FT) SOUTH-SOUTHWEST OF A FENCE.
 CB0671'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 CB0671'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0760 ***********************************************************************
 CA0760  DESIGNATION -  A 1429
 CA0760  PID         -  CA0760
 CA0760  STATE/COUNTY-  TX/MCCULLOCH
 CA0760  USGS QUAD   -  WEST SWEDEN (1987)
 CA0760
 CA0760                         *CURRENT SURVEY CONTROL
 CA0760  ___________________________________________________________________
 CA0760* NAD 83(1986)-  31 10 23.     (N)    099 23 18.     (W)     SCALED    
 CA0760* NAVD 88     -       533.151  (meters)    1749.18   (feet)  ADJUSTED  
 CA0760  ___________________________________________________________________
 CA0760  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CA0760  DYNAMIC HT  -         532.431 (meters)    1746.82  (feet)  COMP
 CA0760  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 CA0760
 CA0760  VERT ORDER  -  FIRST     CLASS II
 CA0760
 CA0760.The horizontal coordinates were scaled from a topographic map and have
 CA0760.an estimated accuracy of +/- 6 seconds.
 CA0760
 CA0760.The orthometric height was determined by differential leveling
 CA0760.and adjusted by the National Geodetic Survey in June 1991..
 CA0760
 CA0760.The geoid height was determined by GEOID03.
 CA0760
 CA0760.The dynamic height is computed by dividing the NAVD 88
 CA0760.geopotential number by the normal gravity value computed on the
 CA0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0760.degrees latitude (g = 980.6199 gals.).
 CA0760
 CA0760.The modeled gravity was interpolated from observed gravity values.
 CA0760
 CA0760;                    North         East    Units  Estimated Accuracy
 CA0760;SPC TX C     - 3,167,370.      790,080.      MT  (+/- 180 meters Scaled)
 CA0760
 CA0760                          SUPERSEDED SURVEY CONTROL
 CA0760
 CA0760.No superseded survey control is available for this station.
 CA0760
 CA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV629488(NAD 83)
 CA0760_MARKER: I = METAL ROD
 CA0760_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0760_SP_SET: STAINLESS STEEL ROD
 CA0760_STAMPING: A 1429 1981
 CA0760_MARK LOGO: NGS   
 CA0760_PROJECTION: FLUSH
 CA0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0760_ROD/PIPE-DEPTH: 4.6  meters
 CA0760
 CA0760  HISTORY     - Date     Condition        Report By
 CA0760  HISTORY     - 1981     MONUMENTED       NGS
 CA0760  HISTORY     - 19970709 GOOD             USPSQD
 CA0760
 CA0760                          STATION DESCRIPTION
 CA0760
 CA0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0760'6.9 KM (4.3 MI) NW FROM BRADY.
 CA0760'6.9 KM (4.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM THE COURT
 CA0760'HOUSE IN BRADY, 39.5 METERS (129.6 FT) SOUTHWEST OF THE CENTER OF A
 CA0760'FIELD ENTRANCE AND 15.0 METERS (49.2 FT) SOUTH-SOUTHWEST OF THE
 CA0760'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CA0760'A 5-INCH LOGO CAP.
 CA0760'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST AND FENCE
 CA0760'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CA0760
 CA0760                          STATION RECOVERY (1997)
 CA0760
 CA0760'RECOVERY NOTE BY US POWER SQUADRON 1997
 CA0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0737 ***********************************************************************
 CA0737  DESIGNATION -  A 1430
 CA0737  PID         -  CA0737
 CA0737  STATE/COUNTY-  TX/CONCHO
 CA0737  USGS QUAD   -  EDEN (1970)
 CA0737
 CA0737                         *CURRENT SURVEY CONTROL
 CA0737  ___________________________________________________________________
 CA0737* NAD 83(1986)-  31 13 21.     (N)    099 47 33.     (W)     SCALED    
 CA0737* NAVD 88     -       610.136  (meters)    2001.75   (feet)  ADJUSTED  
 CA0737  ___________________________________________________________________
 CA0737  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CA0737  DYNAMIC HT  -         609.291 (meters)    1998.98  (feet)  COMP
 CA0737  MODELED GRAV-     979,236.1   (mgal)                       NAVD 88
 CA0737
 CA0737  VERT ORDER  -  FIRST     CLASS II
 CA0737
 CA0737.The horizontal coordinates were scaled from a topographic map and have
 CA0737.an estimated accuracy of +/- 6 seconds.
 CA0737
 CA0737.The orthometric height was determined by differential leveling
 CA0737.and adjusted by the National Geodetic Survey in June 1991..
 CA0737
 CA0737.The geoid height was determined by GEOID03.
 CA0737
 CA0737.The dynamic height is computed by dividing the NAVD 88
 CA0737.geopotential number by the normal gravity value computed on the
 CA0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0737.degrees latitude (g = 980.6199 gals.).
 CA0737
 CA0737.The modeled gravity was interpolated from observed gravity values.
 CA0737
 CA0737;                    North         East    Units  Estimated Accuracy
 CA0737;SPC TX C     - 3,172,600.      751,530.      MT  (+/- 180 meters Scaled)
 CA0737
 CA0737                          SUPERSEDED SURVEY CONTROL
 CA0737
 CA0737.No superseded survey control is available for this station.
 CA0737
 CA0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV245545(NAD 83)
 CA0737_MARKER: DB = BENCH MARK DISK
 CA0737_SETTING: 66 = SET IN ROCK OUTCROP
 CA0737_SP_SET: ROCK OUTCROP
 CA0737_STAMPING: A 1430 1981
 CA0737_MARK LOGO: NGS   
 CA0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0737+STABILITY: POSITION/ELEVATION WELL
 CA0737
 CA0737  HISTORY     - Date     Condition        Report By
 CA0737  HISTORY     - 1981     MONUMENTED       NGS
 CA0737  HISTORY     - 19990219 GOOD             USPSQD
 CA0737  HISTORY     - 19991231 GOOD             USPSQD
 CA0737  HISTORY     - 20010219 GOOD             USPSQD
 CA0737
 CA0737                          STATION DESCRIPTION
 CA0737
 CA0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0737'5.2 KM (3.25 MI) SE FROM EDEN.
 CA0737'5.2 KM (3.25 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 87 FROM ITS
 CA0737'JUNCTION WITH U. S. HIGHWAY 83 IN EDEN, 0.3 KM (0.15 MI) SOUTHWEST OF
 CA0737'A GRAVELED CROSSROAD, IN THE CENTER OF A 6 BY 8 FT EXPOSED AREA OF
 CA0737'OUTCROPPING BEDROCK AT THE EAST END OF A HIGHWAY CUT, 9.9 METERS (32.5
 CA0737'FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 5.1 METERS
 CA0737'(16.7 FT) SOUTH-SOUTHEAST OF A FENCE.
 CA0737'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CA0737'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 CA0737
 CA0737                          STATION RECOVERY (1999)
 CA0737
 CA0737'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0737'RECOVERED IN GOOD CONDITION.
 CA0737
 CA0737                          STATION RECOVERY (1999)
 CA0737
 CA0737'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0737'RECOVERED IN GOOD CONDITION.
 CA0737
 CA0737                          STATION RECOVERY (2001)
 CA0737
 CA0737'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CA0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0782 ***********************************************************************
 CB0782  DESIGNATION -  A 1431
 CB0782  PID         -  CB0782
 CB0782  STATE/COUNTY-  TX/TOM GREEN
 CB0782  USGS QUAD   -  VANCOURT (1984)
 CB0782
 CB0782                         *CURRENT SURVEY CONTROL
 CB0782  ___________________________________________________________________
 CB0782* NAD 83(1986)-  31 20 31.     (N)    100 09 37.     (W)     SCALED    
 CB0782* NAVD 88     -       569.465  (meters)    1868.32   (feet)  ADJUSTED  
 CB0782  ___________________________________________________________________
 CB0782  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CB0782  DYNAMIC HT  -         568.687 (meters)    1865.77  (feet)  COMP
 CB0782  MODELED GRAV-     979,255.2   (mgal)                       NAVD 88
 CB0782
 CB0782  VERT ORDER  -  FIRST     CLASS II
 CB0782
 CB0782.The horizontal coordinates were scaled from a topographic map and have
 CB0782.an estimated accuracy of +/- 6 seconds.
 CB0782
 CB0782.The orthometric height was determined by differential leveling
 CB0782.and adjusted by the National Geodetic Survey in June 1991..
 CB0782
 CB0782.The geoid height was determined by GEOID03.
 CB0782
 CB0782.The dynamic height is computed by dividing the NAVD 88
 CB0782.geopotential number by the normal gravity value computed on the
 CB0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0782.degrees latitude (g = 980.6199 gals.).
 CB0782
 CB0782.The modeled gravity was interpolated from observed gravity values.
 CB0782
 CB0782;                    North         East    Units  Estimated Accuracy
 CB0782;SPC TX C     - 3,185,730.      716,470.      MT  (+/- 180 meters Scaled)
 CB0782
 CB0782                          SUPERSEDED SURVEY CONTROL
 CB0782
 CB0782.No superseded survey control is available for this station.
 CB0782
 CB0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV896680(NAD 83)
 CB0782_MARKER: I = METAL ROD
 CB0782_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0782+WITH SETTING: INFORMATION.
 CB0782_SP_SET: SHALLOW SET METAL ROD
 CB0782_STAMPING: A 1431 1981
 CB0782_MARK LOGO: NGS   
 CB0782_PROJECTION: FLUSH
 CB0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0782_ROD/PIPE-DEPTH: 2.4  meters
 CB0782
 CB0782  HISTORY     - Date     Condition        Report By
 CB0782  HISTORY     - 1981     MONUMENTED       NGS
 CB0782
 CB0782                          STATION DESCRIPTION
 CB0782
 CB0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0782'32.4 KM (20.15 MI) SE FROM SAN ANGELO.
 CB0782'10.7 KM (6.65 MI) SOUTHWESTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0782'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 21.7 KM (13.5 MI)
 CB0782'SOUTHEASTERLY ALONG U. S. HIGHWAY 87, 96.0 METERS (315.0 FT) SOUTH OF
 CB0782'THE CENTERLINE OF THE HIGHWAY, 6.0 METERS (19.7 FT) EAST OF THE CENTER
 CB0782'OF ALLEN LOOP ROAD AND 2.0 METERS (6.6 FT) SOUTH OF A UTILITY POLE.
 CB0782'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0782'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CB0782'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1122 ***********************************************************************
 AJ1122  DESIGNATION -  A 1432
 AJ1122  PID         -  AJ1122
 AJ1122  STATE/COUNTY-  TX/WEBB
 AJ1122  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1122
 AJ1122                         *CURRENT SURVEY CONTROL
 AJ1122  ___________________________________________________________________
 AJ1122* NAD 83(1986)-  27 56 50.     (N)    099 30 35.     (W)     SCALED    
 AJ1122* NAVD 88     -       237.071  (meters)     777.79   (feet)  ADJUSTED  
 AJ1122  ___________________________________________________________________
 AJ1122  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AJ1122  DYNAMIC HT  -         236.702 (meters)     776.58  (feet)  COMP
 AJ1122  MODELED GRAV-     979,086.5   (mgal)                       NAVD 88
 AJ1122
 AJ1122  VERT ORDER  -  FIRST     CLASS II
 AJ1122
 AJ1122.The horizontal coordinates were scaled from a topographic map and have
 AJ1122.an estimated accuracy of +/- 6 seconds.
 AJ1122
 AJ1122.The orthometric height was determined by differential leveling
 AJ1122.and adjusted by the National Geodetic Survey in June 1991..
 AJ1122
 AJ1122.The geoid height was determined by GEOID03.
 AJ1122
 AJ1122.The dynamic height is computed by dividing the NAVD 88
 AJ1122.geopotential number by the normal gravity value computed on the
 AJ1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1122.degrees latitude (g = 980.6199 gals.).
 AJ1122
 AJ1122.The modeled gravity was interpolated from observed gravity values.
 AJ1122
 AJ1122;                    North         East    Units  Estimated Accuracy
 AJ1122;SPC TX S     - 5,253,080.      200,630.      MT  (+/- 180 meters Scaled)
 AJ1122
 AJ1122                          SUPERSEDED SURVEY CONTROL
 AJ1122
 AJ1122.No superseded survey control is available for this station.
 AJ1122
 AJ1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR498914(NAD 83)
 AJ1122_MARKER: I = METAL ROD
 AJ1122_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1122+WITH SETTING: INFORMATION.
 AJ1122_SP_SET: SHALLOW SET METAL ROD
 AJ1122_STAMPING: A 1432 1982
 AJ1122_MARK LOGO: NGS   
 AJ1122_PROJECTION: FLUSH
 AJ1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1122+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AJ1122_ROD/PIPE-DEPTH: 2.0  meters
 AJ1122
 AJ1122  HISTORY     - Date     Condition        Report By
 AJ1122  HISTORY     - 1982     MONUMENTED       NGS
 AJ1122  HISTORY     - 20020326 GOOD             USPSQD
 AJ1122
 AJ1122                          STATION DESCRIPTION
 AJ1122
 AJ1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1122'22.9 KM (14.2 MI) NW FROM WEBB.
 AJ1122'22.9 KM (14.2 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1122'INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB AT A GRAVEL ROAD LEADING
 AJ1122'WEST TO THE SPOHN RANCH, 15.2 METERS (50.0 FT) SOUTHWEST OF CENTERLINE
 AJ1122'OF HIGHWAY, 17.7 METERS (58.0 FT) SOUTHEAST OF CENTER OF GRAVEL ROAD,
 AJ1122'AND 0.30 METERS (1.0 FT) NORTHEAST OF FENCE.  NOTE, ROD DRIVEN TO
 AJ1122'REFUSAL.
 AJ1122'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AJ1122'THE MARK IS 0.15 M BELOW HIGHWAY.
 AJ1122
 AJ1122                          STATION RECOVERY (2002)
 AJ1122
 AJ1122'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1580 ***********************************************************************
 AY1580  DESIGNATION -  A 1433
 AY1580  PID         -  AY1580
 AY1580  STATE/COUNTY-  TX/UVALDE
 AY1580  USGS QUAD   -  CHALK BLUFF (1960)
 AY1580
 AY1580                         *CURRENT SURVEY CONTROL
 AY1580  ___________________________________________________________________
 AY1580* NAD 83(1986)-  29 15 04.     (N)    099 59 53.     (W)     SCALED    
 AY1580* NAVD 88     -       321.095  (meters)    1053.46   (feet)  ADJUSTED  
 AY1580  ___________________________________________________________________
 AY1580  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AY1580  DYNAMIC HT  -         320.626 (meters)    1051.92  (feet)  COMP
 AY1580  MODELED GRAV-     979,173.5   (mgal)                       NAVD 88
 AY1580
 AY1580  VERT ORDER  -  FIRST     CLASS II
 AY1580
 AY1580.The horizontal coordinates were scaled from a topographic map and have
 AY1580.an estimated accuracy of +/- 6 seconds.
 AY1580
 AY1580.The orthometric height was determined by differential leveling
 AY1580.and adjusted by the National Geodetic Survey in June 1991..
 AY1580
 AY1580.The geoid height was determined by GEOID03.
 AY1580
 AY1580.The dynamic height is computed by dividing the NAVD 88
 AY1580.geopotential number by the normal gravity value computed on the
 AY1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1580.degrees latitude (g = 980.6199 gals.).
 AY1580
 AY1580.The modeled gravity was interpolated from observed gravity values.
 AY1580
 AY1580;                    North         East    Units  Estimated Accuracy
 AY1580;SPC TXSC     - 4,157,540.      503,000.      MT  (+/- 180 meters Scaled)
 AY1580
 AY1580                          SUPERSEDED SURVEY CONTROL
 AY1580
 AY1580.No superseded survey control is available for this station.
 AY1580
 AY1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT030362(NAD 83)
 AY1580_MARKER: DB = BENCH MARK DISK
 AY1580_SETTING: 66 = SET IN ROCK OUTCROP
 AY1580_SP_SET: ROCK OUTCROP
 AY1580_STAMPING: A 1433 1982
 AY1580_MARK LOGO: NGS   
 AY1580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1580+STABILITY: POSITION/ELEVATION WELL
 AY1580
 AY1580  HISTORY     - Date     Condition        Report By
 AY1580  HISTORY     - 1982     MONUMENTED       NGS
 AY1580
 AY1580                          STATION DESCRIPTION
 AY1580
 AY1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1580'20.9 KM (12, 95 MI) WSW FROM UVALDE.
 AY1580'20.9 KM (12.95 MI) WEST SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 AY1580'SERVICE ROAD FROM THE RAILROAD STATION AT UVALDE, 0.32 KM (0.2 MI)
 AY1580'SOUTH SOUTHEAST OF RAILROAD MILEPOST NUMBER 314, SET IN TOP OF A 3 BY
 AY1580'5 FT OUTCROP OF FLAT ROCK LOCATED IN THE SOUTH TRACK OF THE SOUTHERN
 AY1580'PACIFIC RAILROAD SERVICE ROAD, 9.5 METERS (31.0 FT) SOUTHWEST OF
 AY1580'SOUTHWEST RAIL (SLOPE MEASUREMENT), 1.1 METERS (3.5 FT) SOUTHWEST OF
 AY1580'APPROXIMATE CENTER OF RAILROAD SERVICE ROAD, 5.2 METERS (17.10 FT)
 AY1580'NORTHEAST OF A FENCE, 7.2 METERS (23.6 FT) NORTH NORTHWEST OF THE
 AY1580'NORTHWEST CORNER OF A LARGE BULLDOZED OUT CONCRETE SEMAPHORE BASE, AND
 AY1580'18.9 METERS (62.0 FT) SOUTH SOUTHEAST OF POWERLINE POLE NUMBER 32-F.
 AY1580'THE MARK IS 8.6 METERS  ENE FROM A WITNESS POST.
 AY1580'THE MARK IS 1.2 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0166 ***********************************************************************
 AP0166  DESIGNATION -  A 1434
 AP0166  PID         -  AP0166
 AP0166  STATE/COUNTY-  TX/MAVERICK
 AP0166  USGS QUAD   -  PALOMA (1974)
 AP0166
 AP0166                         *CURRENT SURVEY CONTROL
 AP0166  ___________________________________________________________________
 AP0166* NAD 83(1986)-  28 58 39.     (N)    100 29 35.     (W)     SCALED    
 AP0166* NAVD 88     -       278.970  (meters)     915.25   (feet)  ADJUSTED  
 AP0166  ___________________________________________________________________
 AP0166  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 AP0166  DYNAMIC HT  -         278.559 (meters)     913.91  (feet)  COMP
 AP0166  MODELED GRAV-     979,162.0   (mgal)                       NAVD 88
 AP0166
 AP0166  VERT ORDER  -  FIRST     CLASS II
 AP0166
 AP0166.The horizontal coordinates were scaled from a topographic map and have
 AP0166.an estimated accuracy of +/- 6 seconds.
 AP0166
 AP0166.The orthometric height was determined by differential leveling
 AP0166.and adjusted by the National Geodetic Survey in June 1991..
 AP0166
 AP0166.The geoid height was determined by GEOID03.
 AP0166
 AP0166.The dynamic height is computed by dividing the NAVD 88
 AP0166.geopotential number by the normal gravity value computed on the
 AP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0166.degrees latitude (g = 980.6199 gals.).
 AP0166
 AP0166.The modeled gravity was interpolated from observed gravity values.
 AP0166
 AP0166;                    North         East    Units  Estimated Accuracy
 AP0166;SPC TXSC     - 4,127,730.      454,510.      MT  (+/- 180 meters Scaled)
 AP0166
 AP0166                          SUPERSEDED SURVEY CONTROL
 AP0166
 AP0166.No superseded survey control is available for this station.
 AP0166
 AP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT545064(NAD 83)
 AP0166_MARKER: I = METAL ROD
 AP0166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0166_SP_SET: STAINLESS STEEL ROD
 AP0166_STAMPING: A 1434 1982
 AP0166_MARK LOGO: NGS   
 AP0166_PROJECTION: FLUSH
 AP0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0166_ROD/PIPE-DEPTH: 4.9  meters
 AP0166
 AP0166  HISTORY     - Date     Condition        Report By
 AP0166  HISTORY     - 1982     MONUMENTED       NGS
 AP0166
 AP0166                          STATION DESCRIPTION
 AP0166
 AP0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0166'23.4 KM (14.5 MI) SSW FROM SPOFFORD.
 AP0166'23.4 KM (14.5 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AP0166'JUNCTION OF FARM ROAD 1572 IN SPOFFORD, DIRECTLY ACROSS HIGHWAY AND IN
 AP0166'LINE WITH A TELEPHONE CABLE WARNING POST, 27.5 METERS (90.3 FT) WEST
 AP0166'NORTHWEST OF THE CENTERLINE, AND 0.3 METER (1.0 FT) EAST NORTHEAST OF
 AP0166'A FENCE LINE, NOTE, ROD DRIVEN TO REFUSAL.
 AP0166'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AP0166'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1192 ***********************************************************************
 AB1192  DESIGNATION -  A 1435
 AB1192  PID         -  AB1192
 AB1192  STATE/COUNTY-  TX/CAMERON
 AB1192  USGS QUAD   -  OLMITO (1983)
 AB1192
 AB1192                         *CURRENT SURVEY CONTROL
 AB1192  ___________________________________________________________________
 AB1192* NAD 83(1986)-  26 02 04.     (N)    097 32 20.     (W)     SCALED    
 AB1192* NAVD 88     -        10.012  (meters)      32.85   (feet)  ADJUSTED  
 AB1192  ___________________________________________________________________
 AB1192  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 AB1192  DYNAMIC HT  -           9.996 (meters)      32.80  (feet)  COMP
 AB1192  MODELED GRAV-     979,033.0   (mgal)                       NAVD 88
 AB1192
 AB1192  VERT ORDER  -  FIRST     CLASS II
 AB1192
 AB1192.The horizontal coordinates were scaled from a topographic map and have
 AB1192.an estimated accuracy of +/- 6 seconds.
 AB1192
 AB1192.The orthometric height was determined by differential leveling
 AB1192.and adjusted by the National Geodetic Survey in June 1991..
 AB1192
 AB1192.The geoid height was determined by GEOID03.
 AB1192
 AB1192.The dynamic height is computed by dividing the NAVD 88
 AB1192.geopotential number by the normal gravity value computed on the
 AB1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1192.degrees latitude (g = 980.6199 gals.).
 AB1192
 AB1192.The modeled gravity was interpolated from observed gravity values.
 AB1192
 AB1192;                    North         East    Units  Estimated Accuracy
 AB1192;SPC TX S     - 5,041,120.      396,200.      MT  (+/- 180 meters Scaled)
 AB1192
 AB1192                          SUPERSEDED SURVEY CONTROL
 AB1192
 AB1192.No superseded survey control is available for this station.
 AB1192
 AB1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP461803(NAD 83)
 AB1192_MARKER: I = METAL ROD
 AB1192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1192_SP_SET: STAINLESS STEEL ROD
 AB1192_STAMPING: A 1435 1981
 AB1192_MARK LOGO: NGS   
 AB1192_PROJECTION: RECESSED 3 CENTIMETERS
 AB1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1192_ROD/PIPE-DEPTH: 7.3  meters
 AB1192
 AB1192  HISTORY     - Date     Condition        Report By
 AB1192  HISTORY     - 1981     MONUMENTED       NGS
 AB1192  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB1192  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB1192
 AB1192                          STATION DESCRIPTION
 AB1192
 AB1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1192'0.8 KM (0.5 MI) NW FROM OLMITO.
 AB1192'0.8 KM (0.5 MI) NORTHWEST ALONG U.S. HIGHWAY FROM THE JUNCTION OF FARM
 AB1192'ROADS 803 AND 511 IN OLMITO, AT A POINT BETWEEN THE MISSOURI PACIFIC
 AB1192'RAILROAD TRACKS AND THE SOUTHBOUND LANE OF U.S. HIGHWAY 77 AND IS SET
 AB1192'4.5 METERS (15.0 FT) NORTHEAST AND ACROSS THE RAILROAD TRACKS FROM AN
 AB1192'EXTENDED LINE WITH THE NORTHWEST END OF THE RANCHO VIEJO INC.
 AB1192'MAINTENANCE DEPARTMENT BUILDING, IS 0.2 KM (0.15 MI) SOUTHEAST OF A
 AB1192'CROSSOVER BETWEEN THE NORTH AND SOUTHBOUND LANES OF U.S. HIGHWAY 77,
 AB1192'19.2 METERS (63.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 AB1192'LANE OF HIGHWAY 77, 11.5 METERS (38.0 FT) NORTHEAST OF THE NORTHEAST
 AB1192'RAIL OF THE SOUTHBOUND LANE OF HIGHWAY 77, 4.2 METERS (14.0 FT) WEST
 AB1192'SOUTHWEST OF A 1.8 METERS (6.0 FT) HIGH WOOD POST WITH TELEPHONE
 AB1192'UNDERGROUND WARNING SIGNS, 2.9 METERS (9.5 FT) SOUTHWEST OF A GUY WIRE
 AB1192'ANCHOR, AND 0.9 METER (3.0 FT) SOUTHEAST OF A TELEPHONE POLE NUMBER
 AB1192'287 1/2 WITH AN OVERHEAD CABLE CROSSING THE RAILROAD TRACKS, NOTE,
 AB1192'ROD WAS ANCHORED AND DRIVEN TO REFUSAL AT THIS DEPTH.
 AB1192'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AB1192'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB1192
 AB1192                          STATION RECOVERY (1991)
 AB1192
 AB1192'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1192'MARK NOT FOUND.
 AB1192
 AB1192                          STATION RECOVERY (1993)
 AB1192
 AB1192'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1220 ***********************************************************************
 AB1220  DESIGNATION -  A 1436
 AB1220  PID         -  AB1220
 AB1220  STATE/COUNTY-  TX/CAMERON
 AB1220  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1220
 AB1220                         *CURRENT SURVEY CONTROL
 AB1220  ___________________________________________________________________
 AB1220* NAD 83(1986)-  26 04 49.     (N)    097 15 10.     (W)     SCALED    
 AB1220* NAVD 88     -         2.739  (meters)       8.99   (feet)  ADJUSTED  
 AB1220  ___________________________________________________________________
 AB1220  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 AB1220  DYNAMIC HT  -           2.734 (meters)       8.97  (feet)  COMP
 AB1220  MODELED GRAV-     979,064.0   (mgal)                       NAVD 88
 AB1220
 AB1220  VERT ORDER  -  FIRST     CLASS II
 AB1220
 AB1220.The horizontal coordinates were scaled from a topographic map and have
 AB1220.an estimated accuracy of +/- 6 seconds.
 AB1220
 AB1220.The orthometric height was determined by differential leveling
 AB1220.and adjusted by the National Geodetic Survey in June 1991..
 AB1220
 AB1220.The geoid height was determined by GEOID03.
 AB1220
 AB1220.The dynamic height is computed by dividing the NAVD 88
 AB1220.geopotential number by the normal gravity value computed on the
 AB1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1220.degrees latitude (g = 980.6199 gals.).
 AB1220
 AB1220.The modeled gravity was interpolated from observed gravity values.
 AB1220
 AB1220;                    North         East    Units  Estimated Accuracy
 AB1220;SPC TX S     - 5,046,440.      424,790.      MT  (+/- 180 meters Scaled)
 AB1220
 AB1220                          SUPERSEDED SURVEY CONTROL
 AB1220
 AB1220.No superseded survey control is available for this station.
 AB1220
 AB1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP747857(NAD 83)
 AB1220_MARKER: I = METAL ROD
 AB1220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1220_SP_SET: STAINLESS STEEL ROD
 AB1220_STAMPING: A 1436 1982
 AB1220_MARK LOGO: NGS   
 AB1220_PROJECTION: RECESSED 4 CENTIMETERS
 AB1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1220_ROD/PIPE-DEPTH: 15.8 meters
 AB1220
 AB1220  HISTORY     - Date     Condition        Report By
 AB1220  HISTORY     - 1982     MONUMENTED       NGS
 AB1220  HISTORY     - 19910424 GOOD             USPSQD
 AB1220  HISTORY     - 19930210 GOOD             USPSQD
 AB1220  HISTORY     - 20040227 GOOD             USPSQD
 AB1220
 AB1220                          STATION DESCRIPTION
 AB1220
 AB1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1220'5.0 KM (3.15 MI) WEST FROM PORT ISABEL.
 AB1220'5.0 KM (3.15 MI) WEST ALONG STATE HIGHWAY 100 FROM THE OLD PORT ISABEL
 AB1220'LIGHTHOUSE IN PORT ISABEL AT A GRAVELED SIDE STREET LEADING SOUTH
 AB1220'SOUTHWEST, 17.0 METERS (56.0 FT) SOUTH SOUTHWEST OF THE CENTERLINE OF
 AB1220'HIGHWAY 100, 7.3 METERS (24.0 FT) EAST SOUTHEAST OF THE CENTER OF THE
 AB1220'GRAVELED SIDE STREET, 0.9 METER (3.0 FT) SOUTH OF A LARGE POWERLINE
 AB1220'POLE NUMBER 45 WITH A GALVINIZED STEEL ANCHOR ATTACHED TO THE POLE
 AB1220'ABOUT 0.9 METER (3.0 FT) ABOVE THE GROUND, 1.8 METERS (6.0 FT) SOUTH
 AB1220'SOUTHWEST OF A TELEPHONE JUNCTION BOX, AND .45 METERS (1.5 FT) EAST OF
 AB1220'THE STEEL ANCHOR AT THE ENTRANCE INTO THE GROUND.
 AB1220'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AB1220'THE MARK IS 0.46 M BELOW HIGHWAY.
 AB1220
 AB1220                          STATION RECOVERY (1991)
 AB1220
 AB1220'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1220'RECOVERED IN GOOD CONDITION.
 AB1220
 AB1220                          STATION RECOVERY (1993)
 AB1220
 AB1220'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1220'RECOVERED IN GOOD CONDITION.
 AB1220
 AB1220                          STATION RECOVERY (2004)
 AB1220
 AB1220'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0538 ***********************************************************************
 AZ0538  DESIGNATION -  A 1437
 AZ0538  PID         -  AZ0538
 AZ0538  STATE/COUNTY-  TX/KINNEY
 AZ0538  USGS QUAD   -  STANDART (1979)
 AZ0538
 AZ0538                         *CURRENT SURVEY CONTROL
 AZ0538  ___________________________________________________________________
 AZ0538* NAD 83(1986)-  29 16 58.     (N)    100 35 26.     (W)     SCALED    
 AZ0538* NAVD 88     -       319.627  (meters)    1048.64   (feet)  ADJUSTED  
 AZ0538  ___________________________________________________________________
 AZ0538  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 AZ0538  DYNAMIC HT  -         319.158 (meters)    1047.10  (feet)  COMP
 AZ0538  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 AZ0538
 AZ0538  VERT ORDER  -  FIRST     CLASS II
 AZ0538
 AZ0538.The horizontal coordinates were scaled from a topographic map and have
 AZ0538.an estimated accuracy of +/- 6 seconds.
 AZ0538
 AZ0538.The orthometric height was determined by differential leveling
 AZ0538.and adjusted by the National Geodetic Survey in June 1991..
 AZ0538
 AZ0538.The geoid height was determined by GEOID03.
 AZ0538
 AZ0538.The dynamic height is computed by dividing the NAVD 88
 AZ0538.geopotential number by the normal gravity value computed on the
 AZ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0538.degrees latitude (g = 980.6199 gals.).
 AZ0538
 AZ0538.The modeled gravity was interpolated from observed gravity values.
 AZ0538
 AZ0538;                    North         East    Units  Estimated Accuracy
 AZ0538;SPC TXSC     - 4,161,690.      445,470.      MT  (+/- 180 meters Scaled)
 AZ0538
 AZ0538                          SUPERSEDED SURVEY CONTROL
 AZ0538
 AZ0538.No superseded survey control is available for this station.
 AZ0538
 AZ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT454403(NAD 83)
 AZ0538_MARKER: I = METAL ROD
 AZ0538_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0538_SP_SET: STAINLESS STEEL ROD
 AZ0538_STAMPING: A 1437 1982
 AZ0538_MARK LOGO: NGS   
 AZ0538_PROJECTION: FLUSH
 AZ0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0538_ROD/PIPE-DEPTH: 3.6  meters
 AZ0538
 AZ0538  HISTORY     - Date     Condition        Report By
 AZ0538  HISTORY     - 1982     MONUMENTED       NGS
 AZ0538  HISTORY     - 19960223 GOOD             USPSQD
 AZ0538
 AZ0538                          STATION DESCRIPTION
 AZ0538
 AZ0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0538'21.9 KM (13.7 MI) NW FROM SPOFFORD.
 AZ0538'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 AZ0538'OF FARM ROAD 1572 EAST IN SPOFFORD, THENCE 11.8 KM (7.35 MI)
 AZ0538'NORTHWEST ALONG A GRAVELED ROAD ON THE SOUTHWEST SIDE OF THE SOUTHERN
 AZ0538'PACIFIC RAILROAD TRACKS TO A RAILROAD CROSSING, THENCE 9.9 KM (6.2 MI)
 AZ0538'NORTHWEST ALONG THE GRAVELED ROAD ON THE NORTHEAST SIDE OF THE
 AZ0538'RAILROAD TRACKS, 0.2 KM (0.15 MI) SOUTHEAST OF THE RAILROAD
 AZ0538'MILEPOST 355, 0.2 KM (0.1 MI) NORTHWEST OF A RAILROAD TRESTLE,
 AZ0538'29.2 METERS (96.0 FT) NORTHEAST OF THE NORTHEAST RAIL OF A SIDING
 AZ0538'TRACK, 13.7 METERS (45.0 FT) NORTHEAST OF THE CENTER OF THE GRAVELED
 AZ0538'ROAD, AND 0.15 METERS (0.5 FT) SOUTHWEST OF A FENCE.  NOTE, ROD
 AZ0538'ANCHORED AT THIS DEPTH.
 AZ0538'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AZ0538'THE MARK IS 0.15 M BELOW GRAVELED ROAD.
 AZ0538
 AZ0538                          STATION RECOVERY (1996)
 AZ0538
 AZ0538'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0498 ***********************************************************************
 AO0498  DESIGNATION -  A 1438
 AO0498  PID         -  AO0498
 AO0498  STATE/COUNTY-  TX/WEBB
 AO0498  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0498
 AO0498                         *CURRENT SURVEY CONTROL
 AO0498  ___________________________________________________________________
 AO0498* NAD 83(1986)-  28 04 45.     (N)    099 34 00.     (W)     SCALED    
 AO0498* NAVD 88     -       251.946  (meters)     826.59   (feet)  ADJUSTED  
 AO0498  ___________________________________________________________________
 AO0498  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0498  DYNAMIC HT  -         251.557 (meters)     825.32  (feet)  COMP
 AO0498  MODELED GRAV-     979,098.0   (mgal)                       NAVD 88
 AO0498
 AO0498  VERT ORDER  -  FIRST     CLASS II
 AO0498
 AO0498.The horizontal coordinates were scaled from a topographic map and have
 AO0498.an estimated accuracy of +/- 6 seconds.
 AO0498
 AO0498.The orthometric height was determined by differential leveling
 AO0498.and adjusted by the National Geodetic Survey in June 1991..
 AO0498
 AO0498.The geoid height was determined by GEOID03.
 AO0498
 AO0498.The dynamic height is computed by dividing the NAVD 88
 AO0498.geopotential number by the normal gravity value computed on the
 AO0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0498.degrees latitude (g = 980.6199 gals.).
 AO0498
 AO0498.The modeled gravity was interpolated from observed gravity values.
 AO0498
 AO0498;                    North         East    Units  Estimated Accuracy
 AO0498;SPC TX S     - 5,267,740.      195,150.      MT  (+/- 180 meters Scaled)
 AO0498
 AO0498                          SUPERSEDED SURVEY CONTROL
 AO0498
 AO0498.No superseded survey control is available for this station.
 AO0498
 AO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS443061(NAD 83)
 AO0498_MARKER: I = METAL ROD
 AO0498_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0498+WITH SETTING: INFORMATION.
 AO0498_SP_SET: SHALLOW SET METAL ROD
 AO0498_STAMPING: A 1438 1982
 AO0498_MARK LOGO: NGS   
 AO0498_PROJECTION: FLUSH
 AO0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0498+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2001
 AO0498_ROD/PIPE-DEPTH: 10.0 meters
 AO0498
 AO0498  HISTORY     - Date     Condition        Report By
 AO0498  HISTORY     - 1982     MONUMENTED       NGS
 AO0498  HISTORY     - 20010326 GOOD             USPSQD
 AO0498
 AO0498                          STATION DESCRIPTION
 AO0498
 AO0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0498'31.6 KM (19.65 MI) NW FROM WEBB.
 AO0498'31.6 KM (19.65 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 AO0498'OF INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, AT A DIRT ROAD LEADING
 AO0498'SOUTHWEST TO THE LA ESPERANZA RANCH WITH A STEEL PIPE GATE,
 AO0498'15.2 METERS (50.0 FT) SOUTHWEST OF CENTERLINE OF THE HIGHWAY,
 AO0498'25.3 METERS (83.0 FT) SOUTHEAST OF THE CENTER OF STEEL PIPE GATE,
 AO0498'0.6 METER (2.0 FT) SOUTHEAST OF THE FARTHEREST SOUTHWEST STEEL PIPE
 AO0498'POST, 0.4 METER (1.5 FT) EAST OF A FENCE, AND 21.6 (71.0 FT) SOUTH OF
 AO0498'CENTERLINE OF DRIVEWAY LEADING TO LA ESPERANZA RANCH.
 AO0498'THE MARK IS 1.5 METERS  N FROM A WITNESS POST.
 AO0498'THE MARK IS 1.5 M BELOW HIGHWAY.
 AO0498
 AO0498                          STATION RECOVERY (2001)
 AO0498
 AO0498'RECOVERY NOTE BY US POWER SQUADRON 2001 (WHM)
 AO0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0521 ***********************************************************************
 AO0521  DESIGNATION -  A 1439
 AO0521  PID         -  AO0521
 AO0521  STATE/COUNTY-  TX/DIMMIT
 AO0521  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0521
 AO0521                         *CURRENT SURVEY CONTROL
 AO0521  ___________________________________________________________________
 AO0521* NAD 83(1986)-  28 31 32.     (N)    099 52 17.     (W)     SCALED    
 AO0521* NAVD 88     -       193.971  (meters)     636.39   (feet)  ADJUSTED  
 AO0521  ___________________________________________________________________
 AO0521  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AO0521  DYNAMIC HT  -         193.680 (meters)     635.43  (feet)  COMP
 AO0521  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 AO0521
 AO0521  VERT ORDER  -  FIRST     CLASS II
 AO0521
 AO0521.The horizontal coordinates were scaled from a topographic map and have
 AO0521.an estimated accuracy of +/- 6 seconds.
 AO0521
 AO0521.The orthometric height was determined by differential leveling
 AO0521.and adjusted by the National Geodetic Survey in June 1991..
 AO0521
 AO0521.The geoid height was determined by GEOID03.
 AO0521
 AO0521.The dynamic height is computed by dividing the NAVD 88
 AO0521.geopotential number by the normal gravity value computed on the
 AO0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0521.degrees latitude (g = 980.6199 gals.).
 AO0521
 AO0521.The modeled gravity was interpolated from observed gravity values.
 AO0521
 AO0521;                    North         East    Units  Estimated Accuracy
 AO0521;SPC TXSC     - 4,077,040.      514,710.      MT  (+/- 180 meters Scaled)
 AO0521
 AO0521                          SUPERSEDED SURVEY CONTROL
 AO0521
 AO0521.No superseded survey control is available for this station.
 AO0521
 AO0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS147557(NAD 83)
 AO0521_MARKER: I = METAL ROD
 AO0521_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0521+WITH SETTING: INFORMATION.
 AO0521_SP_SET: SHALLOW SET METAL ROD
 AO0521_STAMPING: A 1439 1982
 AO0521_MARK LOGO: NGS   
 AO0521_PROJECTION: FLUSH
 AO0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0521_ROD/PIPE-DEPTH: 3.0  meters
 AO0521
 AO0521  HISTORY     - Date     Condition        Report By
 AO0521  HISTORY     - 1982     MONUMENTED       NGS
 AO0521  HISTORY     - 19970802 GOOD             USPSQD
 AO0521
 AO0521                          STATION DESCRIPTION
 AO0521
 AO0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0521'IN CARRIZO SPRINGS.
 AO0521'IN CARRIZO SPRINGS, 1 BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST
 AO0521'OFFICE IN CARRIZO SPRINGS, THENCE 0.9 KM (0.55 MI) NORTHWEST ALONG
 AO0521'U.S. HIGHWAY 277, AT THE HOLY TRINITY EPISCOPAL CHURCH, 20.6 METERS
 AO0521'(67.8 FT) NORTH NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 277,
 AO0521'12.5 METERS (41.0 FT) WEST NORTHWEST OF CENTERLINE OF BLACKTOP
 AO0521'DRIVEWAY EAST OF THE CHURCH, 3.3 METERS (11.0 FT) EAST SOUTHEAST OF
 AO0521'THE EXTENDED CENTER OF THE FRONT DOOR OF THE CHURCH, 0.9 METER
 AO0521'(3.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH, AND
 AO0521'2.3 METERS (7.8 FT) NORTH NORTHEAST EDGE OF A EAST AND WEST SIDEWALK.
 AO0521'THE MARK IS 0.9 M ABOVE HIGHWAY.
 AO0521
 AO0521                          STATION RECOVERY (1997)
 AO0521
 AO0521'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0143 ***********************************************************************
 AP0143  DESIGNATION -  A 1440
 AP0143  PID         -  AP0143
 AP0143  STATE/COUNTY-  TX/MAVERICK
 AP0143  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0143
 AP0143                         *CURRENT SURVEY CONTROL
 AP0143  ___________________________________________________________________
 AP0143* NAD 83(1986)-  28 42 35.     (N)    100 29 11.     (W)     SCALED    
 AP0143* NAVD 88     -       251.585  (meters)     825.41   (feet)  ADJUSTED  
 AP0143  ___________________________________________________________________
 AP0143  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0143  DYNAMIC HT  -         251.209 (meters)     824.17  (feet)  COMP
 AP0143  MODELED GRAV-     979,145.8   (mgal)                       NAVD 88
 AP0143
 AP0143  VERT ORDER  -  FIRST     CLASS II
 AP0143
 AP0143.The horizontal coordinates were scaled from a topographic map and have
 AP0143.an estimated accuracy of +/- 6 seconds.
 AP0143
 AP0143.The orthometric height was determined by differential leveling
 AP0143.and adjusted by the National Geodetic Survey in June 1991..
 AP0143
 AP0143.The geoid height was determined by GEOID03.
 AP0143
 AP0143.The dynamic height is computed by dividing the NAVD 88
 AP0143.geopotential number by the normal gravity value computed on the
 AP0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0143.degrees latitude (g = 980.6199 gals.).
 AP0143
 AP0143.The modeled gravity was interpolated from observed gravity values.
 AP0143
 AP0143;                    North         East    Units  Estimated Accuracy
 AP0143;SPC TXSC     - 4,098,050.      454,780.      MT  (+/- 180 meters Scaled)
 AP0143
 AP0143                          SUPERSEDED SURVEY CONTROL
 AP0143
 AP0143.No superseded survey control is available for this station.
 AP0143
 AP0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS548767(NAD 83)
 AP0143_MARKER: I = METAL ROD
 AP0143_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0143_SP_SET: STAINLESS STEEL ROD
 AP0143_STAMPING: A 1440 1982
 AP0143_MARK LOGO: NGS   
 AP0143_PROJECTION: FLUSH
 AP0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0143_ROD/PIPE-DEPTH: 3.1  meters
 AP0143
 AP0143  HISTORY     - Date     Condition        Report By
 AP0143  HISTORY     - 1982     MONUMENTED       NGS
 AP0143
 AP0143                          STATION DESCRIPTION
 AP0143
 AP0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0143'IN EAGLE PASS.
 AP0143'1.5 KM (0.95 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0143'OLD COURTHOUSE IN EAGLE PASS, SET IN THE FRONT LAWN OF A SIX STORY
 AP0143'APARTMENT BUILDING, 35.6 METERS (117.0 FT) NORTH OF THE CENTERLINE OF
 AP0143'MAIN STREET AND U.S. HIGHWAY 277, 28.0 (92.0 FT) EAST OF THE
 AP0143'CENTERLINE OF BRAZOS STREET, 23.1 METERS (76.0 FT) WEST NORTHWEST OF
 AP0143'THE FLAGPOLE IN FRONT OF APARTMENT BUILDING,  21.7 METERS (71.5 FT)
 AP0143'WEST SOUTHWEST OF CENTER OF APARTMENT BUILDING DOORS, 5.6 METERS
 AP0143'(18.5 FT) SOUTH OF FRONT OF APARTMENT BUILDING, 6.4 METERS (21.0 FT)
 AP0143'NORTH OF NORTH EDGE OF SIDEWALK RUNNING EAST AND WEST, AND 3.0 METERS
 AP0143'(10.0 FT) WEST OF THE WEST EDGE OF A SIDEWALK RUNNING NORTH AND SOUTH.
 AP0143'THE MARK IS 0.6 M ABOVE MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0897 ***********************************************************************
 CA0897  DESIGNATION -  A 1441
 CA0897  PID         -  CA0897
 CA0897  STATE/COUNTY-  TX/MCCULLOCH
 CA0897  USGS QUAD   -  BRADY SOUTH (1987)
 CA0897
 CA0897                         *CURRENT SURVEY CONTROL
 CA0897  ___________________________________________________________________
 CA0897* NAD 83(1986)-  31 04 53.     (N)    099 19 15.     (W)     SCALED    
 CA0897* NAVD 88     -       536.256  (meters)    1759.37   (feet)  ADJUSTED  
 CA0897  ___________________________________________________________________
 CA0897  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CA0897  DYNAMIC HT  -         535.534 (meters)    1757.00  (feet)  COMP
 CA0897  MODELED GRAV-     979,277.3   (mgal)                       NAVD 88
 CA0897
 CA0897  VERT ORDER  -  FIRST     CLASS II
 CA0897
 CA0897.The horizontal coordinates were scaled from a topographic map and have
 CA0897.an estimated accuracy of +/- 6 seconds.
 CA0897
 CA0897.The orthometric height was determined by differential leveling
 CA0897.and adjusted by the National Geodetic Survey in June 1991..
 CA0897
 CA0897.The geoid height was determined by GEOID03.
 CA0897
 CA0897.The dynamic height is computed by dividing the NAVD 88
 CA0897.geopotential number by the normal gravity value computed on the
 CA0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0897.degrees latitude (g = 980.6199 gals.).
 CA0897
 CA0897.The modeled gravity was interpolated from observed gravity values.
 CA0897
 CA0897;                    North         East    Units  Estimated Accuracy
 CA0897;SPC TX C     - 3,157,270.      796,600.      MT  (+/- 180 meters Scaled)
 CA0897
 CA0897                          SUPERSEDED SURVEY CONTROL
 CA0897
 CA0897.No superseded survey control is available for this station.
 CA0897
 CA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV693386(NAD 83)
 CA0897_MARKER: DB = BENCH MARK DISK
 CA0897_SETTING: 66 = SET IN ROCK OUTCROP
 CA0897_SP_SET: ROCK OUTCROP
 CA0897_STAMPING: A 1441 1982
 CA0897_MARK LOGO: NGS   
 CA0897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0897+STABILITY: POSITION/ELEVATION WELL
 CA0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0897+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 CA0897
 CA0897  HISTORY     - Date     Condition        Report By
 CA0897  HISTORY     - 1982     MONUMENTED       NGS
 CA0897  HISTORY     - 19950814 GOOD             USPSQD
 CA0897  HISTORY     - 20060318 GOOD             USPSQD
 CA0897
 CA0897                          STATION DESCRIPTION
 CA0897
 CA0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0897'6.2 KM (3.85 MI) SE FROM BRADY.
 CA0897'6.2 KM (3.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 CA0897'IN BRADY, 1.6 KM (1.0 MI) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 87
 CA0897'AND STATE HIGHWAY 71, SET IN A 3 BY 2 FOOT OUTCROP IN THE RIGHT OF
 CA0897'WAY, 30.2 METERS (99.5 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY,
 CA0897'19.2 METERS (63.0 FT) SOUTH SOUTHWEST OF THE CENTER OF THE SOUTHWEST
 CA0897'END OF A SMALL CONCRETE CULVERT, AND 0.4 METER (1.3 FT) NORTHEAST OF
 CA0897'RIGHT-OF-WAY FENCE.
 CA0897'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 CA0897'THE MARK IS 1.0 M BELOW HIGHWAY.
 CA0897
 CA0897                          STATION RECOVERY (1995)
 CA0897
 CA0897'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0897'RECOVERED IN GOOD CONDITION.
 CA0897
 CA0897                          STATION RECOVERY (2006)
 CA0897
 CA0897'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0897'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0695 ***********************************************************************
 CB0695  DESIGNATION -  A 1442
 CB0695  PID         -  CB0695
 CB0695  STATE/COUNTY-  TX/REAGAN
 CB0695  USGS QUAD   -  BIG LAKE (1971)
 CB0695
 CB0695                         *CURRENT SURVEY CONTROL
 CB0695  ___________________________________________________________________
 CB0695* NAD 83(1986)-  31 11 18.     (N)    101 25 43.     (W)     SCALED    
 CB0695* NAVD 88     -       814.372  (meters)    2671.82   (feet)  ADJUSTED  
 CB0695  ___________________________________________________________________
 CB0695  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CB0695  DYNAMIC HT  -         813.185 (meters)    2667.92  (feet)  COMP
 CB0695  MODELED GRAV-     979,155.6   (mgal)                       NAVD 88
 CB0695
 CB0695  VERT ORDER  -  FIRST     CLASS II
 CB0695
 CB0695.The horizontal coordinates were scaled from a topographic map and have
 CB0695.an estimated accuracy of +/- 6 seconds.
 CB0695
 CB0695.The orthometric height was determined by differential leveling
 CB0695.and adjusted by the National Geodetic Survey in June 1991..
 CB0695
 CB0695.The geoid height was determined by GEOID03.
 CB0695
 CB0695.The dynamic height is computed by dividing the NAVD 88
 CB0695.geopotential number by the normal gravity value computed on the
 CB0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0695.degrees latitude (g = 980.6199 gals.).
 CB0695
 CB0695.The modeled gravity was interpolated from observed gravity values.
 CB0695
 CB0695;                    North         East    Units  Estimated Accuracy
 CB0695;SPC TX C     - 3,169,200.      595,620.      MT  (+/- 180 meters Scaled)
 CB0695
 CB0695                          SUPERSEDED SURVEY CONTROL
 CB0695
 CB0695.No superseded survey control is available for this station.
 CB0695
 CB0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV685530(NAD 83)
 CB0695_MARKER: I = METAL ROD
 CB0695_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0695+WITH SETTING: INFORMATION.
 CB0695_SP_SET: SHALLOW SET METAL ROD
 CB0695_STAMPING: A 1442 1981
 CB0695_MARK LOGO: NGS   
 CB0695_PROJECTION: FLUSH
 CB0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0695_ROD/PIPE-DEPTH: 1.8  meters
 CB0695
 CB0695  HISTORY     - Date     Condition        Report By
 CB0695  HISTORY     - 1981     MONUMENTED       NGS
 CB0695
 CB0695                          STATION DESCRIPTION
 CB0695
 CB0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0695'3.6 KM (2.25 MI) EAST FROM BIG LAKE.
 CB0695'3.6 KM (2.25 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0695'WITH STATE HIGHWAY 137 IN BIG LAKE AND 29.8 METERS (97.8 FT)
 CB0695'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CB0695'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0695'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST AND FENCE
 CB0695'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0723 ***********************************************************************
 CB0723  DESIGNATION -  A 1443
 CB0723  PID         -  CB0723
 CB0723  STATE/COUNTY-  TX/IRION
 CB0723  USGS QUAD   -  NOELKE SW (1987)
 CB0723
 CB0723                         *CURRENT SURVEY CONTROL
 CB0723  ___________________________________________________________________
 CB0723* NAD 83(1986)-  31 07 13.     (N)    100 58 43.     (W)     SCALED    
 CB0723* NAVD 88     -       729.083  (meters)    2392.00   (feet)  ADJUSTED  
 CB0723  ___________________________________________________________________
 CB0723  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CB0723  DYNAMIC HT  -         728.042 (meters)    2388.58  (feet)  COMP
 CB0723  MODELED GRAV-     979,189.0   (mgal)                       NAVD 88
 CB0723
 CB0723  VERT ORDER  -  FIRST     CLASS II
 CB0723
 CB0723.The horizontal coordinates were scaled from a topographic map and have
 CB0723.an estimated accuracy of +/- 6 seconds.
 CB0723
 CB0723.The orthometric height was determined by differential leveling
 CB0723.and adjusted by the National Geodetic Survey in June 1991..
 CB0723
 CB0723.The geoid height was determined by GEOID03.
 CB0723
 CB0723.The dynamic height is computed by dividing the NAVD 88
 CB0723.geopotential number by the normal gravity value computed on the
 CB0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0723.degrees latitude (g = 980.6199 gals.).
 CB0723
 CB0723.The modeled gravity was interpolated from observed gravity values.
 CB0723
 CB0723;                    North         East    Units  Estimated Accuracy
 CB0723;SPC TX C     - 3,161,320.      638,460.      MT  (+/- 180 meters Scaled)
 CB0723
 CB0723                          SUPERSEDED SURVEY CONTROL
 CB0723
 CB0723.No superseded survey control is available for this station.
 CB0723
 CB0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV113446(NAD 83)
 CB0723_MARKER: DB = BENCH MARK DISK
 CB0723_SETTING: 66 = SET IN ROCK OUTCROP
 CB0723_SP_SET: ROCK OUTCROP
 CB0723_STAMPING: A 1443 1981
 CB0723_MARK LOGO: NGS   
 CB0723_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CB0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0723
 CB0723  HISTORY     - Date     Condition        Report By
 CB0723  HISTORY     - 1981     MONUMENTED       NGS
 CB0723  HISTORY     - 19990615 GOOD             NGS
 CB0723
 CB0723                          STATION DESCRIPTION
 CB0723
 CB0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0723'22.9 KM (14.25 MI) SW FROM MERTZON.
 CB0723'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0723'MERTZON, THENCE 11.0 KM (6.85 MI) SOUTHWEST ALONG U. S. HIGHWAY 67,
 CB0723'THENCE 11.8 KM (7.35 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 CB0723'SANTA FE RAILROAD, 13.0 METERS (42.7 FT) NORTH-NORTHEAST OF THE NEAR
 CB0723'RAIL, 10.0 METERS (32.8 FT) SOUTH-SOUTHWEST OF THE CENTER OF A DIRT
 CB0723'ROAD AND 1.6 METERS (5.2 FT) WEST-NORTHWEST OF A UTILITY POLE.
 CB0723'NOTE=THE DISK IS 10 INCHES UNDERGROUND, ACCESS TO WHICH THROUGH A
 CB0723'5-INCH LOGO CAP.
 CB0723'THE MARK IS 1.5 M BELOW THE TRACKS.
 CB0723
 CB0723                          STATION RECOVERY (1999)
 CB0723
 CB0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CB0723'UTILITY POLE IN 1981 DESCRIPTION NO LONGER EXISTS, MARK IS 0.4 M (1.3
 CB0723'FT) NORTH OF A WITNESS POST - DIRT ROAD IN 1991 DESCRIPTION IS COUNTY
 CB0723'ROAD 131, MARK IS 0.334 MILES (0.538 KM) WEST ALONG CO.  RM 131 FROM
 CB0723'ITS INTERSECTION WITH CO RD 134 TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0472 ***********************************************************************
 AZ0472  DESIGNATION -  A 1444
 AZ0472  PID         -  AZ0472
 AZ0472  STATE/COUNTY-  TX/VAL VERDE
 AZ0472  USGS QUAD   -  CARTA VALLEY (1978)
 AZ0472
 AZ0472                         *CURRENT SURVEY CONTROL
 AZ0472  ___________________________________________________________________
 AZ0472* NAD 83(1986)-  29 45 28.     (N)    100 44 11.     (W)     SCALED    
 AZ0472* NAVD 88     -       574.804  (meters)    1885.84   (feet)  ADJUSTED  
 AZ0472  ___________________________________________________________________
 AZ0472  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 AZ0472  DYNAMIC HT  -         573.948 (meters)    1883.03  (feet)  COMP
 AZ0472  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 AZ0472
 AZ0472  VERT ORDER  -  FIRST     CLASS II
 AZ0472
 AZ0472.The horizontal coordinates were scaled from a topographic map and have
 AZ0472.an estimated accuracy of +/- 6 seconds.
 AZ0472
 AZ0472.The orthometric height was determined by differential leveling
 AZ0472.and adjusted by the National Geodetic Survey in June 1991..
 AZ0472
 AZ0472.The geoid height was determined by GEOID03.
 AZ0472
 AZ0472.The dynamic height is computed by dividing the NAVD 88
 AZ0472.geopotential number by the normal gravity value computed on the
 AZ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0472.degrees latitude (g = 980.6199 gals.).
 AZ0472
 AZ0472.The modeled gravity was interpolated from observed gravity values.
 AZ0472
 AZ0472;                    North         East    Units  Estimated Accuracy
 AZ0472;SPC TXSC     - 4,214,530.      432,080.      MT  (+/- 180 meters Scaled)
 AZ0472
 AZ0472                          SUPERSEDED SURVEY CONTROL
 AZ0472
 AZ0472.No superseded survey control is available for this station.
 AZ0472
 AZ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT321932(NAD 83)
 AZ0472_MARKER: DB = BENCH MARK DISK
 AZ0472_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0472_SP_SET: ROCK OUTCROP
 AZ0472_STAMPING: A 1444 1981
 AZ0472_MARK LOGO: NGS   
 AZ0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0472+STABILITY: POSITION/ELEVATION WELL
 AZ0472
 AZ0472  HISTORY     - Date     Condition        Report By
 AZ0472  HISTORY     - 1981     MONUMENTED       NGS
 AZ0472  HISTORY     - 19990525 GOOD             USPSQD
 AZ0472
 AZ0472                          STATION DESCRIPTION
 AZ0472
 AZ0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0472'45.2 KM (28.1 MI) NE FROM DEL RIO.
 AZ0472'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0472'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE 9.5
 AZ0472'KM (5.9 MI) NORTHEAST ALONG U.S. HIGHWAY 377, IN A 6 BY 20 FT EXPOSED
 AZ0472'AREA OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI) SOUTHWEST OF A SIDE ROAD
 AZ0472'LEADING NORTH, 34.1 METERS (111.9 FT) NORTHWEST OF THE CENTERLINE OF
 AZ0472'THE HIGHWAY AND 20.1 METERS (65.9 FT) NORTHWEST OF A FENCE.
 AZ0472'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 AZ0472'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 AZ0472
 AZ0472                          STATION RECOVERY (1999)
 AZ0472
 AZ0472'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0409 ***********************************************************************
 BO0409  DESIGNATION -  A 1445
 BO0409  PID         -  BO0409
 BO0409  STATE/COUNTY-  TX/EDWARDS
 BO0409  USGS QUAD   -  RAY LAKE SE (1987)
 BO0409
 BO0409                         *CURRENT SURVEY CONTROL
 BO0409  ___________________________________________________________________
 BO0409* NAD 83(1986)-  30 00 12.     (N)    100 16 23.     (W)     SCALED    
 BO0409* NAVD 88     -       712.049  (meters)    2336.11   (feet)  ADJUSTED  
 BO0409  ___________________________________________________________________
 BO0409  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 BO0409  DYNAMIC HT  -         710.988 (meters)    2332.63  (feet)  COMP
 BO0409  MODELED GRAV-     979,128.6   (mgal)                       NAVD 88
 BO0409
 BO0409  VERT ORDER  -  FIRST     CLASS II
 BO0409
 BO0409.The horizontal coordinates were scaled from a topographic map and have
 BO0409.an estimated accuracy of +/- 6 seconds.
 BO0409
 BO0409.The orthometric height was determined by differential leveling
 BO0409.and adjusted by the National Geodetic Survey in June 1991..
 BO0409
 BO0409.The geoid height was determined by GEOID03.
 BO0409
 BO0409.The dynamic height is computed by dividing the NAVD 88
 BO0409.geopotential number by the normal gravity value computed on the
 BO0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0409.degrees latitude (g = 980.6199 gals.).
 BO0409
 BO0409.The modeled gravity was interpolated from observed gravity values.
 BO0409
 BO0409;                    North         East    Units  Estimated Accuracy
 BO0409;SPC TXSC     - 4,241,170.      477,180.      MT  (+/- 180 meters Scaled)
 BO0409
 BO0409                          SUPERSEDED SURVEY CONTROL
 BO0409
 BO0409.No superseded survey control is available for this station.
 BO0409
 BO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU772198(NAD 83)
 BO0409_MARKER: DB = BENCH MARK DISK
 BO0409_SETTING: 66 = SET IN ROCK OUTCROP
 BO0409_SP_SET: ROCK OUTCROP
 BO0409_STAMPING: A 1445 1981
 BO0409_MARK LOGO: NGS   
 BO0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0409+STABILITY: POSITION/ELEVATION WELL
 BO0409
 BO0409  HISTORY     - Date     Condition        Report By
 BO0409  HISTORY     - 1981     MONUMENTED       NGS
 BO0409
 BO0409                          STATION DESCRIPTION
 BO0409
 BO0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0409'7.0 KM (4.35 MI) SW FROM ROCKSPRINGS.
 BO0409'7.0 KM (4.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0409'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 2 BY 5 FT EXPOSED
 BO0409'AREA OF OUTCROPPING BEDROCK, 13.4 METERS (44.0 FT) NORTH-NORTHEAST OF
 BO0409'THE CENTERLINE OF THE HIGHWAY, 12.2 METERS (40.0 FT) SOUTHWEST OF A
 BO0409'UTILITY POLE AND 10.9 METERS (35.8 FT) SOUTH-SOUTHWEST OF A FENCE.
 BO0409'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BO0409'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0761 ***********************************************************************
 CB0761  DESIGNATION -  A 1446
 CB0761  PID         -  CB0761
 CB0761  STATE/COUNTY-  TX/TOM GREEN
 CB0761  USGS QUAD   -  KNICKERBOCKER (1984)
 CB0761
 CB0761                         *CURRENT SURVEY CONTROL
 CB0761  ___________________________________________________________________
 CB0761* NAD 83(1986)-  31 21 30.     (N)    100 30 14.     (W)     SCALED    
 CB0761* NAVD 88     -       579.972  (meters)    1902.79   (feet)  ADJUSTED  
 CB0761  ___________________________________________________________________
 CB0761  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CB0761  DYNAMIC HT  -         579.172 (meters)    1900.17  (feet)  COMP
 CB0761  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 CB0761
 CB0761  VERT ORDER  -  FIRST     CLASS II
 CB0761
 CB0761.This mark is at Mathis Fld (SJT) Airport (SJT)
 CB0761
 CB0761.The horizontal coordinates were scaled from a topographic map and have
 CB0761.an estimated accuracy of +/- 6 seconds.
 CB0761
 CB0761.The orthometric height was determined by differential leveling
 CB0761.and adjusted by the National Geodetic Survey in June 1991..
 CB0761
 CB0761.The geoid height was determined by GEOID03.
 CB0761
 CB0761.The dynamic height is computed by dividing the NAVD 88
 CB0761.geopotential number by the normal gravity value computed on the
 CB0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0761.degrees latitude (g = 980.6199 gals.).
 CB0761
 CB0761.The modeled gravity was interpolated from observed gravity values.
 CB0761
 CB0761;                    North         East    Units  Estimated Accuracy
 CB0761;SPC TX C     - 3,187,540.      683,770.      MT  (+/- 180 meters Scaled)
 CB0761
 CB0761                          SUPERSEDED SURVEY CONTROL
 CB0761
 CB0761.No superseded survey control is available for this station.
 CB0761
 CB0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV569702(NAD 83)
 CB0761_MARKER: I = METAL ROD
 CB0761_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0761_SP_SET: STAINLESS STEEL ROD
 CB0761_STAMPING: A 1446 1981
 CB0761_MARK LOGO: NGS   
 CB0761_PROJECTION: FLUSH
 CB0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0761_ROD/PIPE-DEPTH: 6.1  meters
 CB0761
 CB0761  HISTORY     - Date     Condition        Report By
 CB0761  HISTORY     - 1981     MONUMENTED       NGS
 CB0761
 CB0761                          STATION DESCRIPTION
 CB0761
 CB0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0761'IN SAN ANGELO.
 CB0761'IN SAN ANGELO, AT MATHIS FIELD SAN ANGELO MUNICIPAL AIRPORT, AT THE
 CB0761'SEWAGE DISPOSAL BUILDING, 35.0 METERS (114.8 FT) WEST OF THE SOUTHWEST
 CB0761'CORNER OF A RED BRICK INCINERATOR CHIMNEY, 23.3 METERS (76.4 FT) EAST
 CB0761'OF THE CENTER OF THE NORTH ENTRANCE ROAD, 8.3 METERS (27.2 FT) EAST OF
 CB0761'THE SOUTHEAST CORNER OF THE BUILDING AND 3.0 METERS (9.8 FT) NORTHEAST
 CB0761'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CB0761'LOGO CAP.
 CB0761'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0734 ***********************************************************************
 CB0734  DESIGNATION -  A 1447
 CB0734  PID         -  CB0734
 CB0734  STATE/COUNTY-  TX/IRION
 CB0734  USGS QUAD   -  MERTZON (1987)
 CB0734
 CB0734                         *CURRENT SURVEY CONTROL
 CB0734  ___________________________________________________________________
 CB0734* NAD 83(1986)-  31 18 17.     (N)    100 47 43.     (W)     SCALED    
 CB0734* NAVD 88     -       652.067  (meters)    2139.32   (feet)  ADJUSTED  
 CB0734  ___________________________________________________________________
 CB0734  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CB0734  DYNAMIC HT  -         651.155 (meters)    2136.33  (feet)  COMP
 CB0734  MODELED GRAV-     979,220.4   (mgal)                       NAVD 88
 CB0734
 CB0734  VERT ORDER  -  FIRST     CLASS II
 CB0734
 CB0734.The horizontal coordinates were scaled from a topographic map and have
 CB0734.an estimated accuracy of +/- 6 seconds.
 CB0734
 CB0734.The orthometric height was determined by differential leveling
 CB0734.and adjusted by the National Geodetic Survey in June 1991..
 CB0734
 CB0734.The geoid height was determined by GEOID03.
 CB0734
 CB0734.The dynamic height is computed by dividing the NAVD 88
 CB0734.geopotential number by the normal gravity value computed on the
 CB0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0734.degrees latitude (g = 980.6199 gals.).
 CB0734
 CB0734.The modeled gravity was interpolated from observed gravity values.
 CB0734
 CB0734;                    North         East    Units  Estimated Accuracy
 CB0734;SPC TX C     - 3,181,680.      656,030.      MT  (+/- 180 meters Scaled)
 CB0734
 CB0734                          SUPERSEDED SURVEY CONTROL
 CB0734
 CB0734.No superseded survey control is available for this station.
 CB0734
 CB0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV291647(NAD 83)
 CB0734_MARKER: DB = BENCH MARK DISK
 CB0734_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CB0734_SP_SET: ABUTMENT
 CB0734_STAMPING: A 1447 1981
 CB0734_MARK LOGO: NGS   
 CB0734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0734+STABILITY: POSITION/ELEVATION WELL
 CB0734
 CB0734  HISTORY     - Date     Condition        Report By
 CB0734  HISTORY     - 1981     MONUMENTED       NGS
 CB0734
 CB0734                          STATION DESCRIPTION
 CB0734
 CB0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0734'5.85 KM (3.6 MI) NE FROM MERTZON.
 CB0734'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0734'MERTZON, THENCE 5.75 KM (3.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 67,
 CB0734'IN TOP OF AND 0.7 METER (2.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 CB0734'SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER LOPEZ CREEK AND
 CB0734'7.4 METERS (24.3 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 CB0734'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0489 ***********************************************************************
 BN0489  DESIGNATION -  A 1448
 BN0489  PID         -  BN0489
 BN0489  STATE/COUNTY-  TX/MENARD
 BN0489  USGS QUAD   -  ROBBERS ROOST (1970)
 BN0489
 BN0489                         *CURRENT SURVEY CONTROL
 BN0489  ___________________________________________________________________
 BN0489* NAD 83(1986)-  30 58 30.     (N)    099 36 53.     (W)     SCALED    
 BN0489* NAVD 88     -       620.928  (meters)    2037.16   (feet)  ADJUSTED  
 BN0489  ___________________________________________________________________
 BN0489  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BN0489  DYNAMIC HT  -         620.070 (meters)    2034.35  (feet)  COMP
 BN0489  MODELED GRAV-     979,239.0   (mgal)                       NAVD 88
 BN0489
 BN0489  VERT ORDER  -  FIRST     CLASS II
 BN0489
 BN0489.The horizontal coordinates were scaled from a topographic map and have
 BN0489.an estimated accuracy of +/- 6 seconds.
 BN0489
 BN0489.The orthometric height was determined by differential leveling
 BN0489.and adjusted by the National Geodetic Survey in June 1991..
 BN0489
 BN0489.The geoid height was determined by GEOID03.
 BN0489
 BN0489.The dynamic height is computed by dividing the NAVD 88
 BN0489.geopotential number by the normal gravity value computed on the
 BN0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0489.degrees latitude (g = 980.6199 gals.).
 BN0489
 BN0489.The modeled gravity was interpolated from observed gravity values.
 BN0489
 BN0489;                    North         East    Units  Estimated Accuracy
 BN0489;SPC TX C     - 3,145,260.      768,640.      MT  (+/- 180 meters Scaled)
 BN0489
 BN0489                          SUPERSEDED SURVEY CONTROL
 BN0489
 BN0489.No superseded survey control is available for this station.
 BN0489
 BN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV412269(NAD 83)
 BN0489_MARKER: DB = BENCH MARK DISK
 BN0489_SETTING: 66 = SET IN ROCK OUTCROP
 BN0489_SP_SET: ROCK OUTCROP
 BN0489_STAMPING: A 1448 1981
 BN0489_MARK LOGO: NGS   
 BN0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0489
 BN0489  HISTORY     - Date     Condition        Report By
 BN0489  HISTORY     - 1981     MONUMENTED       NGS
 BN0489  HISTORY     - 19951104 GOOD             USPSQD
 BN0489
 BN0489                          STATION DESCRIPTION
 BN0489
 BN0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0489'16.6 KM (10.3 MI) NE FROM MENARD.
 BN0489'16.6 KM (10.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 BN0489'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, IN A 3 BY 9
 BN0489'FT EXPOSED AREA OF OUTCROPPING BEDROCK, 14.8 METERS (48.6 FT)
 BN0489'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 3.4 METERS (11.2 FT)
 BN0489'NORTHEAST OF A FENCE.
 BN0489'THE MARK IS 3.4 METERS  NE FROM A WITNESS POST.
 BN0489'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0489
 BN0489                          STATION RECOVERY (1995)
 BN0489
 BN0489'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0467 ***********************************************************************
 BN0467  DESIGNATION -  A 1449
 BN0467  PID         -  BN0467
 BN0467  STATE/COUNTY-  TX/MENARD
 BN0467  USGS QUAD   -  SPOON DRAW (1970)
 BN0467
 BN0467                         *CURRENT SURVEY CONTROL
 BN0467  ___________________________________________________________________
 BN0467* NAD 83(1986)-  30 48 52.     (N)    099 45 56.     (W)     SCALED    
 BN0467* NAVD 88     -       642.067  (meters)    2106.51   (feet)  ADJUSTED  
 BN0467  ___________________________________________________________________
 BN0467  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 BN0467  DYNAMIC HT  -         641.164 (meters)    2103.55  (feet)  COMP
 BN0467  MODELED GRAV-     979,212.9   (mgal)                       NAVD 88
 BN0467
 BN0467  VERT ORDER  -  FIRST     CLASS II
 BN0467
 BN0467.The horizontal coordinates were scaled from a topographic map and have
 BN0467.an estimated accuracy of +/- 6 seconds.
 BN0467
 BN0467.The orthometric height was determined by differential leveling
 BN0467.and adjusted by the National Geodetic Survey in June 1991..
 BN0467
 BN0467.The geoid height was determined by GEOID03.
 BN0467
 BN0467.The dynamic height is computed by dividing the NAVD 88
 BN0467.geopotential number by the normal gravity value computed on the
 BN0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0467.degrees latitude (g = 980.6199 gals.).
 BN0467
 BN0467.The modeled gravity was interpolated from observed gravity values.
 BN0467
 BN0467;                    North         East    Units  Estimated Accuracy
 BN0467;SPC TX C     - 3,127,380.      754,320.      MT  (+/- 180 meters Scaled)
 BN0467
 BN0467                          SUPERSEDED SURVEY CONTROL
 BN0467
 BN0467.No superseded survey control is available for this station.
 BN0467
 BN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV267092(NAD 83)
 BN0467_MARKER: I = METAL ROD
 BN0467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0467_SP_SET: STAINLESS STEEL ROD
 BN0467_STAMPING: A 1449 1981
 BN0467_MARK LOGO: NGS   
 BN0467_PROJECTION: FLUSH
 BN0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0467_ROD/PIPE-DEPTH: 3.0  meters
 BN0467
 BN0467  HISTORY     - Date     Condition        Report By
 BN0467  HISTORY     - 1981     MONUMENTED       NGS
 BN0467  HISTORY     - 1991     GOOD             USPSQD
 BN0467  HISTORY     - 19960806 GOOD             USPSQD
 BN0467
 BN0467                          STATION DESCRIPTION
 BN0467
 BN0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0467'14.8 KM (9.2 MI) SOUTH FROM MENARD.
 BN0467'14.8 KM (9.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0467'WITH U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, 0.1 KM (0.05 MI)
 BN0467'NORTH OF A PRIVATE ROAD LEADING WEST, 14.8 METERS (48.6 FT) WEST OF
 BN0467'THE CENTERLINE OF THE HIGHWAY AND 7.3 METERS (24.0 FT) SOUTH OF A
 BN0467'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BN0467'CAP.
 BN0467'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND FENCE
 BN0467'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 BN0467
 BN0467                          STATION RECOVERY (1991)
 BN0467
 BN0467'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0467'RECOVERED IN GOOD CONDITION.
 BN0467
 BN0467                          STATION RECOVERY (1996)
 BN0467
 BN0467'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0119 ***********************************************************************
 EM0119  DESIGNATION -  A 145
 EM0119  PID         -  EM0119
 EM0119  STATE/COUNTY-  TX/WICHITA
 EM0119  USGS QUAD   -  BURKBURNETT (1981)
 EM0119
 EM0119                         *CURRENT SURVEY CONTROL
 EM0119  ___________________________________________________________________
 EM0119* NAD 83(1986)-  34 00 43.     (N)    098 33 02.     (W)     SCALED    
 EM0119* NAVD 88     -       322.702  (meters)    1058.73   (feet)  ADJUSTED  
 EM0119  ___________________________________________________________________
 EM0119  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EM0119  DYNAMIC HT  -         322.352 (meters)    1057.58  (feet)  COMP
 EM0119  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 EM0119
 EM0119  VERT ORDER  -  SECOND    CLASS 0
 EM0119
 EM0119.The horizontal coordinates were scaled from a topographic map and have
 EM0119.an estimated accuracy of +/- 6 seconds.
 EM0119
 EM0119.The orthometric height was determined by differential leveling
 EM0119.and adjusted by the National Geodetic Survey in June 1991..
 EM0119
 EM0119.The geoid height was determined by GEOID03.
 EM0119
 EM0119.The dynamic height is computed by dividing the NAVD 88
 EM0119.geopotential number by the normal gravity value computed on the
 EM0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0119.degrees latitude (g = 980.6199 gals.).
 EM0119
 EM0119.The modeled gravity was interpolated from observed gravity values.
 EM0119
 EM0119;                    North         East    Units  Estimated Accuracy
 EM0119;SPC TXNC     - 2,260,080.      595,330.      MT  (+/- 180 meters Scaled)
 EM0119
 EM0119                          SUPERSEDED SURVEY CONTROL
 EM0119
 EM0119  NGVD 29 (??/??/92)  322.593  (m)         1058.37   (f) ADJ UNCH    2 0
 EM0119
 EM0119.Superseded values are not recommended for survey control.
 EM0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0119.See file dsdata.txt to determine how the superseded data were derived.
 EM0119
 EM0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC415635(NAD 83)
 EM0119_MARKER: DB = BENCH MARK DISK
 EM0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0119_STAMPING: A-145 1934
 EM0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0119+STABILITY: SURFACE MOTION
 EM0119
 EM0119  HISTORY     - Date     Condition        Report By
 EM0119  HISTORY     - 1934     MONUMENTED       CGS
 EM0119  HISTORY     - 1972     MARK NOT FOUND   USGS
 EM0119  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 EM0119
 EM0119                          STATION DESCRIPTION
 EM0119
 EM0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0119'5.8 MI SE FROM BURKBURNETT.
 EM0119'5.8 MILES SOUTHEAST OF, ALONG M.K.T.RY, FROM HIGH SCHOOL.  120 FEET
 EM0119'SOUTH OF MILEPOST 8.  35 FEET WEST OF CENTERLINE OF ROAD PARALLEL TO
 EM0119'TRACK.  23 FEET SOUTH OF CENTERLINE OF CROSS ROAD.  20.5 FEET NORTH OF
 EM0119'TELEGRAPH POLE GUYED FOUR WAYS.  20.2 FEET EAST OF CENTERLINE OF MO.
 EM0119'KANS. TEXAS R.R. TRACK.  3 FEET SOUTHWEST OF R/W FENCE CORNER. TABLET
 EM0119'SET IN PRECAST CONCRETE POST.
 EM0119
 EM0119                          STATION RECOVERY (1972)
 EM0119
 EM0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EM0119'MARK NOT FOUND.
 EM0119
 EM0119                          STATION RECOVERY (2001)
 EM0119
 EM0119'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 EM0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0882 ***********************************************************************
 CA0882  DESIGNATION -  A 1450
 CA0882  PID         -  CA0882
 CA0882  STATE/COUNTY-  TX/COLEMAN
 CA0882  USGS QUAD   -  LAKE SCARBOROUGH (1987)
 CA0882
 CA0882                         *CURRENT SURVEY CONTROL
 CA0882  ___________________________________________________________________
 CA0882* NAD 83(1986)-  31 53 07.     (N)    099 28 27.     (W)     SCALED    
 CA0882* NAVD 88     -       556.009  (meters)    1824.17   (feet)  ADJUSTED  
 CA0882  ___________________________________________________________________
 CA0882  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CA0882  DYNAMIC HT  -         555.273 (meters)    1821.76  (feet)  COMP
 CA0882  MODELED GRAV-     979,298.0   (mgal)                       NAVD 88
 CA0882
 CA0882  VERT ORDER  -  FIRST     CLASS II
 CA0882
 CA0882.The horizontal coordinates were scaled from a topographic map and have
 CA0882.an estimated accuracy of +/- 6 seconds.
 CA0882
 CA0882.The orthometric height was determined by differential leveling
 CA0882.and adjusted by the National Geodetic Survey in June 1991..
 CA0882
 CA0882.The geoid height was determined by GEOID03.
 CA0882
 CA0882.The dynamic height is computed by dividing the NAVD 88
 CA0882.geopotential number by the normal gravity value computed on the
 CA0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0882.degrees latitude (g = 980.6199 gals.).
 CA0882
 CA0882.The modeled gravity was interpolated from observed gravity values.
 CA0882
 CA0882;                    North         East    Units  Estimated Accuracy
 CA0882;SPC TX C     - 3,246,270.      781,290.      MT  (+/- 180 meters Scaled)
 CA0882
 CA0882                          SUPERSEDED SURVEY CONTROL
 CA0882
 CA0882.No superseded survey control is available for this station.
 CA0882
 CA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA551278(NAD 83)
 CA0882_MARKER: I = METAL ROD
 CA0882_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0882+WITH SETTING: INFORMATION.
 CA0882_SP_SET: SHALLOW SET METAL ROD
 CA0882_STAMPING: A 1450 1982
 CA0882_MARK LOGO: NGS   
 CA0882_PROJECTION: FLUSH
 CA0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0882+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0882_ROD/PIPE-DEPTH: 1.8  meters
 CA0882
 CA0882  HISTORY     - Date     Condition        Report By
 CA0882  HISTORY     - 1982     MONUMENTED       NGS
 CA0882  HISTORY     - 20060320 GOOD             USPSQD
 CA0882
 CA0882                          STATION DESCRIPTION
 CA0882
 CA0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0882'6.0 KM (3.75 MI) NW FROM COLEMAN.
 CA0882'6.0 KM (3.75 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CA0882'WITH U.S. HIGHWAY 283 AT THE NORTH EDGE OF COLEMAN, 1.0 KM (0.6 MI)
 CA0882'NORTHWEST OF A SIDE ROAD LEADING NORTH-NORTHEAST, 18.3 METERS (60.0
 CA0882'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 7.3 METERS (24.0
 CA0882'FT) NORTH-NORTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD.
 CA0882'NOTE=REFUSAL WAS REACHED AT 6.0 FT. ACCESS TO THE DATUM POINT IS
 CA0882'THROUGH A 5-INCH LOGO CAP.
 CA0882'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0882'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CA0882
 CA0882                          STATION RECOVERY (2006)
 CA0882
 CA0882'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0882'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
 CA0882' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0832 ***********************************************************************
 CT0832  DESIGNATION -  A 1451
 CT0832  PID         -  CT0832
 CT0832  STATE/COUNTY-  TX/TAYLOR
 CT0832  USGS QUAD   -  TUSCOLA (1967)
 CT0832
 CT0832                         *CURRENT SURVEY CONTROL
 CT0832  ___________________________________________________________________
 CT0832* NAD 83(1986)-  32 14 09.     (N)    099 45 34.     (W)     SCALED    
 CT0832* NAVD 88     -       597.919  (meters)    1961.67   (feet)  ADJUSTED  
 CT0832  ___________________________________________________________________
 CT0832  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CT0832  DYNAMIC HT  -         597.135 (meters)    1959.10  (feet)  COMP
 CT0832  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 CT0832
 CT0832  VERT ORDER  -  FIRST     CLASS II
 CT0832
 CT0832.The horizontal coordinates were scaled from a topographic map and have
 CT0832.an estimated accuracy of +/- 6 seconds.
 CT0832
 CT0832.The orthometric height was determined by differential leveling
 CT0832.and adjusted by the National Geodetic Survey in June 1991..
 CT0832
 CT0832.The geoid height was determined by GEOID03.
 CT0832
 CT0832.The dynamic height is computed by dividing the NAVD 88
 CT0832.geopotential number by the normal gravity value computed on the
 CT0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0832.degrees latitude (g = 980.6199 gals.).
 CT0832
 CT0832.The modeled gravity was interpolated from observed gravity values.
 CT0832
 CT0832;                    North         East    Units  Estimated Accuracy
 CT0832;SPC TXNC     - 2,063,830.      481,300.      MT  (+/- 180 meters Scaled)
 CT0832
 CT0832                          SUPERSEDED SURVEY CONTROL
 CT0832
 CT0832.No superseded survey control is available for this station.
 CT0832
 CT0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA284668(NAD 83)
 CT0832_MARKER: I = METAL ROD
 CT0832_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0832_SP_SET: STAINLESS STEEL ROD
 CT0832_STAMPING: A 1451 1982
 CT0832_MARK LOGO: NGS   
 CT0832_PROJECTION: FLUSH
 CT0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0832_ROD/PIPE-DEPTH: 4.0  meters
 CT0832
 CT0832  HISTORY     - Date     Condition        Report By
 CT0832  HISTORY     - 1982     MONUMENTED       NGS
 CT0832  HISTORY     - 19940619 GOOD             USPSQD
 CT0832
 CT0832                          STATION DESCRIPTION
 CT0832
 CT0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0832'11.6 KM (7.2 MI) NW FROM LAWN.
 CT0832'11.6 KM (7.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0832'WITH FARM ROAD 604 IN LAWN, 0.6 KM (0.35 MI) SOUTH OF A CROSSROADS,
 CT0832'33.2 METERS (108.9 FT) NORTH OF THE CENTER OF A DRIVEWAY, 19.1 METERS
 CT0832'(62.7 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 CT0832'HIGHWAY, 6.1 METERS (20.0 FT) SOUTH OF A UTILITY POLE WITH TWO GUY
 CT0832'WIRES AND 1.0 METER (3.3 FT) SOUTH-SOUTHEAST OF A T-FENCE CORNER.
 CT0832'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0832'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CT0832'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0832
 CT0832                          STATION RECOVERY (1994)
 CT0832
 CT0832'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0677 ***********************************************************************
 CC0677  DESIGNATION -  A 1452
 CC0677  PID         -  CC0677
 CC0677  STATE/COUNTY-  TX/MIDLAND
 CC0677  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0677
 CC0677                         *CURRENT SURVEY CONTROL
 CC0677  ___________________________________________________________________
 CC0677* NAD 83(1986)-  31 55 53.     (N)    102 11 56.     (W)     SCALED    
 CC0677* NAVD 88     -       867.496  (meters)    2846.11   (feet)  ADJUSTED  
 CC0677  ___________________________________________________________________
 CC0677  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CC0677  DYNAMIC HT  -         866.269 (meters)    2842.08  (feet)  COMP
 CC0677  MODELED GRAV-     979,196.4   (mgal)                       NAVD 88
 CC0677
 CC0677  VERT ORDER  -  FIRST     CLASS II
 CC0677
 CC0677.The horizontal coordinates were scaled from a topographic map and have
 CC0677.an estimated accuracy of +/- 6 seconds.
 CC0677
 CC0677.The orthometric height was determined by differential leveling
 CC0677.and adjusted by the National Geodetic Survey in June 1991..
 CC0677
 CC0677.The geoid height was determined by GEOID03.
 CC0677
 CC0677.The dynamic height is computed by dividing the NAVD 88
 CC0677.geopotential number by the normal gravity value computed on the
 CC0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0677.degrees latitude (g = 980.6199 gals.).
 CC0677
 CC0677.The modeled gravity was interpolated from observed gravity values.
 CC0677
 CC0677;                    North         East    Units  Estimated Accuracy
 CC0677;SPC TX C     - 3,252,550.      523,590.      MT  (+/- 180 meters Scaled)
 CC0677
 CC0677                          SUPERSEDED SURVEY CONTROL
 CC0677
 CC0677.No superseded survey control is available for this station.
 CC0677
 CC0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR648362(NAD 83)
 CC0677_MARKER: DB = BENCH MARK DISK
 CC0677_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CC0677_SP_SET: HEADWALL
 CC0677_STAMPING: A 1452 1982
 CC0677_MARK LOGO: NGS   
 CC0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0677
 CC0677  HISTORY     - Date     Condition        Report By
 CC0677  HISTORY     - 1982     MONUMENTED       NGS
 CC0677
 CC0677                          STATION DESCRIPTION
 CC0677
 CC0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0677'13.9 KM (8.65 MI) SW FROM MIDLAND.
 CC0677'13.9 KM (8.65 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0677'FROM THE POST OFFICE IN MIDLAND, IN TOP OF AND 0.3 METER (1.0 FT)
 CC0677'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A
 CC0677'MULTI-BOX CULVERT UNDER U.S. HIGHWAY 80, 20.7 METERS (67.9 FT)
 CC0677'NORTHWEST OF THE NEAR RAIL AND 7.5 METERS (24.6 FT) SOUTHEAST OF THE
 CC0677'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CC0677'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0806 ***********************************************************************
 CU0806  DESIGNATION -  A 1453
 CU0806  PID         -  CU0806
 CU0806  STATE/COUNTY-  TX/HOWARD
 CU0806  USGS QUAD   -  ELBOW (1978)
 CU0806
 CU0806                         *CURRENT SURVEY CONTROL
 CU0806  ___________________________________________________________________
 CU0806* NAD 83(1986)-  32 12 34.     (N)    101 35 48.     (W)     SCALED    
 CU0806* NAVD 88     -       751.073  (meters)    2464.15   (feet)  ADJUSTED  
 CU0806  ___________________________________________________________________
 CU0806  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CU0806  DYNAMIC HT  -         750.043 (meters)    2460.77  (feet)  COMP
 CU0806  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 CU0806
 CU0806  VERT ORDER  -  FIRST     CLASS II
 CU0806
 CU0806.The horizontal coordinates were scaled from a topographic map and have
 CU0806.an estimated accuracy of +/- 6 seconds.
 CU0806
 CU0806.The orthometric height was determined by differential leveling
 CU0806.and adjusted by the National Geodetic Survey in June 1991..
 CU0806
 CU0806.The geoid height was determined by GEOID03.
 CU0806
 CU0806.The dynamic height is computed by dividing the NAVD 88
 CU0806.geopotential number by the normal gravity value computed on the
 CU0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0806.degrees latitude (g = 980.6199 gals.).
 CU0806
 CU0806.The modeled gravity was interpolated from observed gravity values.
 CU0806
 CU0806;                    North         East    Units  Estimated Accuracy
 CU0806;SPC TXNC     - 2,064,490.      308,100.      MT  (+/- 180 meters Scaled)
 CU0806
 CU0806                          SUPERSEDED SURVEY CONTROL
 CU0806
 CU0806.No superseded survey control is available for this station.
 CU0806
 CU0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA552666(NAD 83)
 CU0806_MARKER: DB = BENCH MARK DISK
 CU0806_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0806_SP_SET: PIER
 CU0806_STAMPING: A 1453 1982
 CU0806_MARK LOGO: NGS   
 CU0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0806
 CU0806  HISTORY     - Date     Condition        Report By
 CU0806  HISTORY     - 1982     MONUMENTED       NGS
 CU0806
 CU0806                          STATION DESCRIPTION
 CU0806
 CU0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0806'12.3 KM (7.65 MI) SW FROM BIG SPRING.
 CU0806'12.3 KM (7.65 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0806'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, SET VERTICALLY IN THE
 CU0806'NORTHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 2 PIERS OF FARM ROAD
 CU0806'2599 OVERPASS, 25.8 METERS (84.6 FT) SOUTHEAST OF THE CENTERLINE OF
 CU0806'THE EAST BOUND LANES OF THE HIGHWAY AND 6.6 METERS (21.7 FT) SOUTHEAST
 CU0806'OF THE CENTER OF A FRONTAGE ROAD.
 CU0806'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0440 ***********************************************************************
 BN0440  DESIGNATION -  A 1454
 BN0440  PID         -  BN0440
 BN0440  STATE/COUNTY-  TX/KIMBLE
 BN0440  USGS QUAD   -  ELM SLOUGH (1987)
 BN0440
 BN0440                         *CURRENT SURVEY CONTROL
 BN0440  ___________________________________________________________________
 BN0440* NAD 83(1986)-  30 30 06.     (N)    099 46 42.     (W)     SCALED    
 BN0440* NAVD 88     -       520.579  (meters)    1707.93   (feet)  ADJUSTED  
 BN0440  ___________________________________________________________________
 BN0440  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 BN0440  DYNAMIC HT  -         519.844 (meters)    1705.52  (feet)  COMP
 BN0440  MODELED GRAV-     979,213.1   (mgal)                       NAVD 88
 BN0440
 BN0440  VERT ORDER  -  FIRST     CLASS II
 BN0440
 BN0440.The horizontal coordinates were scaled from a topographic map and have
 BN0440.an estimated accuracy of +/- 6 seconds.
 BN0440
 BN0440.The orthometric height was determined by differential leveling
 BN0440.and adjusted by the National Geodetic Survey in June 1991..
 BN0440
 BN0440.The geoid height was determined by GEOID03.
 BN0440
 BN0440.The dynamic height is computed by dividing the NAVD 88
 BN0440.geopotential number by the normal gravity value computed on the
 BN0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0440.degrees latitude (g = 980.6199 gals.).
 BN0440
 BN0440.The modeled gravity was interpolated from observed gravity values.
 BN0440
 BN0440;                    North         East    Units  Estimated Accuracy
 BN0440;SPC TX C     - 3,092,700.      753,270.      MT  (+/- 180 meters Scaled)
 BN0440
 BN0440                          SUPERSEDED SURVEY CONTROL
 BN0440
 BN0440.No superseded survey control is available for this station.
 BN0440
 BN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU253746(NAD 83)
 BN0440_MARKER: DB = BENCH MARK DISK
 BN0440_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BN0440_SP_SET: ABUTMENT
 BN0440_STAMPING: A 1454 1982
 BN0440_MARK LOGO: NGS   
 BN0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0440+STABILITY: POSITION/ELEVATION WELL
 BN0440
 BN0440  HISTORY     - Date     Condition        Report By
 BN0440  HISTORY     - 1982     MONUMENTED       NGS
 BN0440  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0440  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0440  HISTORY     - 19950805 MARK NOT FOUND   USPSQD
 BN0440
 BN0440                          STATION DESCRIPTION
 BN0440
 BN0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0440'1.9 KM (1.2 MI) NORTH FROM JUNCTION.
 BN0440'1.9 KM (1.2 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH
 BN0440'U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, IN TOP OF THE
 BN0440'WEST END OF THE SOUTH ABUTMENT OF THE U.S. HIGHWAY 83 BRIDGE OVER THE
 BN0440'NORTH LLANO RIVER, 4.5 METERS (14.8 FT) WEST OF THE CENTERLINE OF THE
 BN0440'HIGHWAY AND 1.4 METERS (4.6 FT) EAST OF THE WEST END OF THE ABUTMENT.
 BN0440'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 BN0440
 BN0440                          STATION RECOVERY (1990)
 BN0440
 BN0440'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0440'MARK NOT FOUND.
 BN0440
 BN0440                          STATION RECOVERY (1991)
 BN0440
 BN0440'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0440'MARK NOT FOUND.
 BN0440
 BN0440                          STATION RECOVERY (1995)
 BN0440
 BN0440'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0812 ***********************************************************************
 CA0812  DESIGNATION -  A 1455
 CA0812  PID         -  CA0812
 CA0812  STATE/COUNTY-  TX/MCCULLOCH
 CA0812  USGS QUAD   -  BRADY NORTH (1987)
 CA0812
 CA0812                         *CURRENT SURVEY CONTROL
 CA0812  ___________________________________________________________________
 CA0812* NAD 83(1986)-  31 14 44.     (N)    099 16 46.     (W)     SCALED    
 CA0812* NAVD 88     -       562.960  (meters)    1846.98   (feet)  ADJUSTED  
 CA0812  ___________________________________________________________________
 CA0812  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CA0812  DYNAMIC HT  -         562.197 (meters)    1844.47  (feet)  COMP
 CA0812  MODELED GRAV-     979,267.4   (mgal)                       NAVD 88
 CA0812
 CA0812  VERT ORDER  -  FIRST     CLASS II
 CA0812
 CA0812.The horizontal coordinates were scaled from a topographic map and have
 CA0812.an estimated accuracy of +/- 6 seconds.
 CA0812
 CA0812.The orthometric height was determined by differential leveling
 CA0812.and adjusted by the National Geodetic Survey in June 1991..
 CA0812
 CA0812.The geoid height was determined by GEOID03.
 CA0812
 CA0812.The dynamic height is computed by dividing the NAVD 88
 CA0812.geopotential number by the normal gravity value computed on the
 CA0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0812.degrees latitude (g = 980.6199 gals.).
 CA0812
 CA0812.The modeled gravity was interpolated from observed gravity values.
 CA0812
 CA0812;                    North         East    Units  Estimated Accuracy
 CA0812;SPC TX C     - 3,175,500.      800,380.      MT  (+/- 180 meters Scaled)
 CA0812
 CA0812                          SUPERSEDED SURVEY CONTROL
 CA0812
 CA0812.No superseded survey control is available for this station.
 CA0812
 CA0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV733568(NAD 83)
 CA0812_MARKER: I = METAL ROD
 CA0812_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0812+WITH SETTING: INFORMATION.
 CA0812_SP_SET: SHALLOW SET METAL ROD
 CA0812_STAMPING: A 1455 1982
 CA0812_MARK LOGO: NGS   
 CA0812_PROJECTION: FLUSH
 CA0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0812+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0812_ROD/PIPE-DEPTH: 1.5  meters
 CA0812
 CA0812  HISTORY     - Date     Condition        Report By
 CA0812  HISTORY     - 1982     MONUMENTED       NGS
 CA0812  HISTORY     - 19950826 GOOD             USPSQD
 CA0812  HISTORY     - 20060319 GOOD             USPSQD
 CA0812
 CA0812                          STATION DESCRIPTION
 CA0812
 CA0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0812'13.5 KM (8.4 MI) NE FROM BRADY.
 CA0812'13.5 KM (8.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0812'COURTHOUSE IN BRADY, 27.6 METERS (90.6 FT) SOUTHWEST OF THE SOUTHWEST
 CA0812'END OF A BOX CULVERT, 14.9 METERS (48.9 FT) WEST-NORTHWEST OF THE
 CA0812'CENTERLINE OF THE HIGHWAY AND 10.6 METERS (34.8 FT) NORTHEAST OF THE
 CA0812'NORTHEAST CORNER OF A CATTLE GUARD AT A FIELD ENTRANCE.  NOTE=REFUSAL
 CA0812'WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0812'LOGO CAP.
 CA0812'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST AND FENCE
 CA0812'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0812
 CA0812                          STATION RECOVERY (1995)
 CA0812
 CA0812'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0812'RECOVERED IN GOOD CONDITION.
 CA0812
 CA0812                          STATION RECOVERY (2006)
 CA0812
 CA0812'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0812'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0838 ***********************************************************************
 CA0838  DESIGNATION -  A 1456
 CA0838  PID         -  CA0838
 CA0838  STATE/COUNTY-  TX/BROWN
 CA0838  USGS QUAD   -  BROOKESMITH (1978)
 CA0838
 CA0838                         *CURRENT SURVEY CONTROL
 CA0838  ___________________________________________________________________
 CA0838* NAD 83(1986)-  31 32 31.     (N)    099 05 24.     (W)     SCALED    
 CA0838* NAVD 88     -       404.569  (meters)    1327.32   (feet)  ADJUSTED  
 CA0838  ___________________________________________________________________
 CA0838  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 CA0838  DYNAMIC HT  -         404.035 (meters)    1325.57  (feet)  COMP
 CA0838  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 CA0838
 CA0838  VERT ORDER  -  FIRST     CLASS II
 CA0838
 CA0838.The horizontal coordinates were scaled from a topographic map and have
 CA0838.an estimated accuracy of +/- 6 seconds.
 CA0838
 CA0838.The orthometric height was determined by differential leveling
 CA0838.and adjusted by the National Geodetic Survey in June 1991..
 CA0838
 CA0838.The geoid height was determined by GEOID03.
 CA0838
 CA0838.The dynamic height is computed by dividing the NAVD 88
 CA0838.geopotential number by the normal gravity value computed on the
 CA0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0838.degrees latitude (g = 980.6199 gals.).
 CA0838
 CA0838.The modeled gravity was interpolated from observed gravity values.
 CA0838
 CA0838;                    North         East    Units  Estimated Accuracy
 CA0838;SPC TX C     - 3,208,550.      818,060.      MT  (+/- 180 meters Scaled)
 CA0838
 CA0838                          SUPERSEDED SURVEY CONTROL
 CA0838
 CA0838.No superseded survey control is available for this station.
 CA0838
 CA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV914896(NAD 83)
 CA0838_MARKER: I = METAL ROD
 CA0838_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0838+WITH SETTING: INFORMATION.
 CA0838_SP_SET: SHALLOW SET METAL ROD
 CA0838_STAMPING: A 1456 1982
 CA0838_MARK LOGO: NGS   
 CA0838_PROJECTION: FLUSH
 CA0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0838+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0838_ROD/PIPE-DEPTH: 2.7  meters
 CA0838
 CA0838  HISTORY     - Date     Condition        Report By
 CA0838  HISTORY     - 1982     MONUMENTED       NGS
 CA0838  HISTORY     - 20010517 GOOD             JCLS
 CA0838  HISTORY     - 20010518 GOOD             JCLS
 CA0838  HISTORY     - 20060319 GOOD             USPSQD
 CA0838
 CA0838                          STATION DESCRIPTION
 CA0838
 CA0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0838'23.5 KM (14.6 MI) SW FROM BROWNWOOD.
 CA0838'23.5 KM (14.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0838'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 0.2 KM (0.1 MI)
 CA0838'NORTHEAST OF FARM ROAD 586 LEADING SOUTHEAST, 91.4 METERS (299.9 FT)
 CA0838'SOUTHWEST OF THE SOUTH END OF A BOX CULVERT, 15.0 METERS (49.2 FT)
 CA0838'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1.5 METERS (4.9 FT)
 CA0838'NORTH OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 9.0 FT.  ACCESS
 CA0838'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0838'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CA0838'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CA0838
 CA0838                          STATION RECOVERY (2001)
 CA0838
 CA0838'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 CA0838'RECOVERED IN GOOD CONDITION.
 CA0838
 CA0838                          STATION RECOVERY (2001)
 CA0838
 CA0838'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 CA0838'RECOVERED IN GOOD CONDITION.
 CA0838
 CA0838                          STATION RECOVERY (2006)
 CA0838
 CA0838'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0838'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0862 ***********************************************************************
 CA0862  DESIGNATION -  A 1457
 CA0862  PID         -  CA0862
 CA0862  STATE/COUNTY-  TX/BROWN
 CA0862  USGS QUAD   -  BANGS WEST (1987)
 CA0862
 CA0862                         *CURRENT SURVEY CONTROL
 CA0862  ___________________________________________________________________
 CA0862* NAD 83(1986)-  31 43 32.     (N)    099 12 08.     (W)     SCALED    
 CA0862* NAVD 88     -       492.373  (meters)    1615.39   (feet)  ADJUSTED  
 CA0862  ___________________________________________________________________
 CA0862  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CA0862  DYNAMIC HT  -         491.727 (meters)    1613.27  (feet)  COMP
 CA0862  MODELED GRAV-     979,312.6   (mgal)                       NAVD 88
 CA0862
 CA0862  VERT ORDER  -  FIRST     CLASS II
 CA0862
 CA0862.The horizontal coordinates were scaled from a topographic map and have
 CA0862.an estimated accuracy of +/- 6 seconds.
 CA0862
 CA0862.The orthometric height was determined by differential leveling
 CA0862.and adjusted by the National Geodetic Survey in June 1991..
 CA0862
 CA0862.The geoid height was determined by GEOID03.
 CA0862
 CA0862.The dynamic height is computed by dividing the NAVD 88
 CA0862.geopotential number by the normal gravity value computed on the
 CA0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0862.degrees latitude (g = 980.6199 gals.).
 CA0862
 CA0862.The modeled gravity was interpolated from observed gravity values.
 CA0862
 CA0862;                    North         East    Units  Estimated Accuracy
 CA0862;SPC TX C     - 3,228,790.      807,190.      MT  (+/- 180 meters Scaled)
 CA0862
 CA0862                          SUPERSEDED SURVEY CONTROL
 CA0862
 CA0862.No superseded survey control is available for this station.
 CA0862
 CA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA808100(NAD 83)
 CA0862_MARKER: DB = BENCH MARK DISK
 CA0862_SETTING: 66 = SET IN ROCK OUTCROP
 CA0862_SP_SET: ROCK OUTCROP
 CA0862_STAMPING: A 1457 1982
 CA0862_MARK LOGO: NGS   
 CA0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0862+STABILITY: POSITION/ELEVATION WELL
 CA0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0862+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0862
 CA0862  HISTORY     - Date     Condition        Report By
 CA0862  HISTORY     - 1982     MONUMENTED       NGS
 CA0862  HISTORY     - 20060320 GOOD             USPSQD
 CA0862
 CA0862                          STATION DESCRIPTION
 CA0862
 CA0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0862'21.8 KM (13.55 MI) WEST FROM BROWNWOOD.
 CA0862'21.8 KM (13.55 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0862'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, IN THE CENTER OF THE
 CA0862'WESTERN HALF OF A 2 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 66.4
 CA0862'METERS (217.8 FT) EAST OF THE BROWN-COLEMAN COUNTY LINE MARKER, 23.0
 CA0862'METERS (75.5 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 CA0862'THE HIGHWAY, 1.8 METERS (5.9 FT) NORTH-NORTHEAST OF A UTILITY POLE AND
 CA0862'1.5 METERS (4.9 FT) NORTH OF A FENCE.
 CA0862'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CA0862'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0862
 CA0862                          STATION RECOVERY (2006)
 CA0862
 CA0862'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0862'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0853 ***********************************************************************
 CT0853  DESIGNATION -  A 1458
 CT0853  PID         -  CT0853
 CT0853  STATE/COUNTY-  TX/TAYLOR
 CT0853  USGS QUAD   -  ABILENE WEST (1987)
 CT0853
 CT0853                         *CURRENT SURVEY CONTROL
 CT0853  ___________________________________________________________________
 CT0853* NAD 83(1986)-  32 26 38.     (N)    099 47 13.     (W)     SCALED    
 CT0853* NAVD 88     -       527.614  (meters)    1731.01   (feet)  ADJUSTED  
 CT0853  ___________________________________________________________________
 CT0853  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CT0853  DYNAMIC HT  -         526.930 (meters)    1728.77  (feet)  COMP
 CT0853  MODELED GRAV-     979,326.5   (mgal)                       NAVD 88
 CT0853
 CT0853  VERT ORDER  -  FIRST     CLASS II
 CT0853
 CT0853.The horizontal coordinates were scaled from a topographic map and have
 CT0853.an estimated accuracy of +/- 6 seconds.
 CT0853
 CT0853.The orthometric height was determined by differential leveling
 CT0853.and adjusted by the National Geodetic Survey in June 1991..
 CT0853
 CT0853.The geoid height was determined by GEOID03.
 CT0853
 CT0853.The dynamic height is computed by dividing the NAVD 88
 CT0853.geopotential number by the normal gravity value computed on the
 CT0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0853.degrees latitude (g = 980.6199 gals.).
 CT0853
 CT0853.The modeled gravity was interpolated from observed gravity values.
 CT0853
 CT0853;                    North         East    Units  Estimated Accuracy
 CT0853;SPC TXNC     - 2,086,930.      478,990.      MT  (+/- 180 meters Scaled)
 CT0853
 CT0853                          SUPERSEDED SURVEY CONTROL
 CT0853
 CT0853.No superseded survey control is available for this station.
 CT0853
 CT0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA260899(NAD 83)
 CT0853_MARKER: DB = BENCH MARK DISK
 CT0853_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0853_SP_SET: PIER
 CT0853_STAMPING: A 1458 1982
 CT0853_MARK LOGO: NGS   
 CT0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0853+STABILITY: POSITION/ELEVATION WELL
 CT0853
 CT0853  HISTORY     - Date     Condition        Report By
 CT0853  HISTORY     - 1982     MONUMENTED       NGS
 CT0853  HISTORY     - 1983     GOOD             NGS
 CT0853  HISTORY     - 20011013 GOOD             USPSQD
 CT0853
 CT0853                          STATION DESCRIPTION
 CT0853
 CT0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0853'5.8 KM (3.6 MI) WEST FROM ABILENE.
 CT0853'4.8 KM (3.0 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0853'STATION IN ABILENE, THENCE 1.0 KM (0.6 MI) SOUTHERLY ALONG U.S.
 CT0853'HIGHWAYS 83 AND 277, SET VERTICALLY IN THE EAST FACE OF THE MOST
 CT0853'WESTERLY ONE OF THREE PIERS OF THE SOUTH BOUND LANES OF THE HIGHWAY
 CT0853'OVERPASS OVER SOUTH SEVENTH STREET AND 12.5 METERS (41.0 FT) NORTH OF
 CT0853'THE CENTERLINE OF THE STREET.
 CT0853'THE MARK IS 1.0 M ABOVE THE GROUND.
 CT0853
 CT0853                          STATION RECOVERY (1983)
 CT0853
 CT0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0853'RECOVERED IN GOOD CONDITION.
 CT0853
 CT0853                          STATION RECOVERY (2001)
 CT0853
 CT0853'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0875 ***********************************************************************
 CU0875  DESIGNATION -  A 1459 RESET 1982
 CU0875  PID         -  CU0875
 CU0875  STATE/COUNTY-  TX/NOLAN
 CU0875  USGS QUAD   -  ROSCOE (1987)
 CU0875
 CU0875                         *CURRENT SURVEY CONTROL
 CU0875  ___________________________________________________________________
 CU0875* NAD 83(1986)-  32 26 59.     (N)    100 31 13.     (W)     SCALED    
 CU0875* NAVD 88     -       729.563  (meters)    2393.57   (feet)  ADJUSTED  
 CU0875  ___________________________________________________________________
 CU0875  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CU0875  DYNAMIC HT  -         728.584 (meters)    2390.36  (feet)  COMP
 CU0875  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 CU0875
 CU0875  VERT ORDER  -  FIRST     CLASS II
 CU0875
 CU0875.The horizontal coordinates were scaled from a topographic map and have
 CU0875.an estimated accuracy of +/- 6 seconds.
 CU0875
 CU0875.The orthometric height was determined by differential leveling
 CU0875.and adjusted by the National Geodetic Survey in June 1991..
 CU0875
 CU0875.The geoid height was determined by GEOID03.
 CU0875
 CU0875.The dynamic height is computed by dividing the NAVD 88
 CU0875.geopotential number by the normal gravity value computed on the
 CU0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0875.degrees latitude (g = 980.6199 gals.).
 CU0875
 CU0875.The modeled gravity was interpolated from observed gravity values.
 CU0875
 CU0875;                    North         East    Units  Estimated Accuracy
 CU0875;SPC TXNC     - 2,088,660.      410,060.      MT  (+/- 180 meters Scaled)
 CU0875
 CU0875                          SUPERSEDED SURVEY CONTROL
 CU0875
 CU0875.No superseded survey control is available for this station.
 CU0875
 CU0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA571913(NAD 83)
 CU0875_MARKER: DB = BENCH MARK DISK
 CU0875_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0875_SP_SET: PIER
 CU0875_STAMPING: A 1459 RESET 1982
 CU0875_MARK LOGO: NGS   
 CU0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0875+STABILITY: POSITION/ELEVATION WELL
 CU0875
 CU0875  HISTORY     - Date     Condition        Report By
 CU0875  HISTORY     - 1982     MONUMENTED       NGS
 CU0875
 CU0875                          STATION DESCRIPTION
 CU0875
 CU0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0875'1.7 KM(1.0 MI) NE FROM ROSCOE.
 CU0875'1.7 KM (1.05 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0875'FROM ITS JUNCTION WITH U.S. HIGHWAY 84 IN ROSCOE, SET VERTICALLY IN
 CU0875'THE NORTH FACR OF THE MOST WESTERLY ONE OF SIX PIERS OF THE SECOND SET
 CU0875'OF PIERS SOUTH OF THE NORTH ABUTMENT OF THE U.S. HIGHWAY 84 OVERPASS
 CU0875'AND 7.5 METERS (24. 6 FT) NORTH-NORTHWEST OF THE NEAR RAIL.  NOTE=THIS
 CU0875'MARK WAS SET IN THE SAME DRILL HOLE AS A 1459.
 CU0875'THE MARK IS 1.0 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0168 ***********************************************************************
 CE0168  DESIGNATION -  A 146
 CE0168  PID         -  CE0168
 CE0168  STATE/COUNTY-  TX/EL PASO
 CE0168  USGS QUAD   -  HELMS WEST WELL (1995)
 CE0168
 CE0168                         *CURRENT SURVEY CONTROL
 CE0168  ___________________________________________________________________
 CE0168* NAD 83(1986)-  31 49 54.     (N)    106 04 42.     (W)     SCALED    
 CE0168* NAVD 88     -      1308.228  (meters)    4292.08   (feet)  ADJUSTED  
 CE0168  ___________________________________________________________________
 CE0168  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CE0168  DYNAMIC HT  -        1306.247 (meters)    4285.58  (feet)  COMP
 CE0168  MODELED GRAV-     979,079.8   (mgal)                       NAVD 88
 CE0168
 CE0168  VERT ORDER  -  FIRST     CLASS II
 CE0168
 CE0168.The horizontal coordinates were scaled from a topographic map and have
 CE0168.an estimated accuracy of +/- 6 seconds.
 CE0168
 CE0168.The orthometric height was determined by differential leveling
 CE0168.and adjusted by the National Geodetic Survey in June 1991..
 CE0168
 CE0168.The geoid height was determined by GEOID03.
 CE0168
 CE0168.The dynamic height is computed by dividing the NAVD 88
 CE0168.geopotential number by the normal gravity value computed on the
 CE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0168.degrees latitude (g = 980.6199 gals.).
 CE0168
 CE0168.The modeled gravity was interpolated from observed gravity values.
 CE0168
 CE0168;                    North         East    Units  Estimated Accuracy
 CE0168;SPC TX C     - 3,254,050.      156,400.      MT  (+/- 180 meters Scaled)
 CE0168
 CE0168                          SUPERSEDED SURVEY CONTROL
 CE0168
 CE0168  NGVD 29 (??/??/92) 1307.576  (m)         4289.94   (f) ADJ UNCH    1 2
 CE0168
 CE0168.Superseded values are not recommended for survey control.
 CE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0168.See file dsdata.txt to determine how the superseded data were derived.
 CE0168
 CE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR979222(NAD 83)
 CE0168_MARKER: DB = BENCH MARK DISK
 CE0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0168_SP_SET: FOOTING
 CE0168_STAMPING: A 146 1954
 CE0168_MARK LOGO: CGS   
 CE0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0168+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1992
 CE0168
 CE0168  HISTORY     - Date     Condition        Report By
 CE0168  HISTORY     - 1954     MONUMENTED       CGS
 CE0168  HISTORY     - 1958     GOOD             NGS
 CE0168  HISTORY     - 1981     GOOD             NGS
 CE0168  HISTORY     - 19921211 GOOD             NGS
 CE0168
 CE0168                          STATION DESCRIPTION
 CE0168
 CE0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0168'20.55 MI E FROM EL PASO.
 CE0168'ABOUT 20.55 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0168'JUNCTION OF LOOP 16 AT EL PASO, AT THE JUNCTION OF AN OILED ROAD
 CE0168'LEADING SOUTHEAST, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 CE0168'CONCRETE FOUNDATION OF A CATTLE GUARD, 120 FEET SOUTH OF THE CENTER
 CE0168'LINE OF THE HIGHWAY, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE OILED
 CE0168'ROAD, ABOUT LEVEL WITH THE HIGHWAY.
 CE0168
 CE0168                          STATION RECOVERY (1981)
 CE0168
 CE0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0168'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CE0168'33.6 KM (20.85 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0168'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0168'AT A PAVED ROAD LEADING SOUTHEAST, 0.3 METER (1.0 FT) NORTHEAST
 CE0168'OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A CATTLE
 CE0168'GUARD, 36.6 METERS (120.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CE0168'HIGHWAY AND 4.6 METERS (15.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CE0168'ROAD.
 CE0168
 CE0168                          STATION RECOVERY (1992)
 CE0168
 CE0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0168'33.3 KM (20.70 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0168'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, IN TOP OF AND 0.3 M
 CE0168'(1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 CE0168'FOOTING OF A CATTLE GUARD, 35.3 M (115.8 FT) SOUTH OF THE HIGHWAY
 CE0168'CENTERLINE, AND 4.7 M (15.4 FT) SOUTHWEST OF AND LEVEL WITH THE
 CE0168'CENTERLINE OF A PAVED ROAD LEADING SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0874 ***********************************************************************
 CU0874  DESIGNATION -  A 1460
 CU0874  PID         -  CU0874
 CU0874  STATE/COUNTY-  TX/NOLAN
 CU0874  USGS QUAD   -  ROSCOE (1987)
 CU0874
 CU0874                         *CURRENT SURVEY CONTROL
 CU0874  ___________________________________________________________________
 CU0874* NAD 83(1986)-  32 27 09.     (N)    100 33 17.     (W)     SCALED    
 CU0874* NAVD 88     -       725.592  (meters)    2380.55   (feet)  ADJUSTED  
 CU0874  ___________________________________________________________________
 CU0874  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CU0874  DYNAMIC HT  -         724.617 (meters)    2377.35  (feet)  COMP
 CU0874  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 CU0874
 CU0874  VERT ORDER  -  FIRST     CLASS II
 CU0874
 CU0874.The horizontal coordinates were scaled from a topographic map and have
 CU0874.an estimated accuracy of +/- 6 seconds.
 CU0874
 CU0874.The orthometric height was determined by differential leveling
 CU0874.and adjusted by the National Geodetic Survey in June 1991..
 CU0874
 CU0874.The geoid height was determined by GEOID03.
 CU0874
 CU0874.The dynamic height is computed by dividing the NAVD 88
 CU0874.geopotential number by the normal gravity value computed on the
 CU0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0874.degrees latitude (g = 980.6199 gals.).
 CU0874
 CU0874.The modeled gravity was interpolated from observed gravity values.
 CU0874
 CU0874;                    North         East    Units  Estimated Accuracy
 CU0874;SPC TXNC     - 2,089,030.      406,830.      MT  (+/- 180 meters Scaled)
 CU0874
 CU0874                          SUPERSEDED SURVEY CONTROL
 CU0874
 CU0874.No superseded survey control is available for this station.
 CU0874
 CU0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA538916(NAD 83)
 CU0874_MARKER: I = METAL ROD
 CU0874_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0874_SP_SET: STAINLESS STEEL ROD
 CU0874_STAMPING: A 1460 1982
 CU0874_MARK LOGO: NGS   
 CU0874_PROJECTION: FLUSH
 CU0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0874_ROD/PIPE-DEPTH: 4.9  meters
 CU0874
 CU0874  HISTORY     - Date     Condition        Report By
 CU0874  HISTORY     - 1982     MONUMENTED       NGS
 CU0874
 CU0874                          STATION DESCRIPTION
 CU0874
 CU0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0874'1.8 KM (1.1 MI) NW FROM ROSCOE.
 CU0874'1.8 KM (1.1 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM THE POST
 CU0874'OFFICE IN ROSCOE, 14.7 METERS (48.2 FT) NORTHEAST OF THE NEAR RAIL OF
 CU0874'THE ROSCOE, SNYDER AND PACIFIC RAILROAD, 13.2 METERS (43.3 FT)
 CU0874'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 CU0874'HIGHWAY AND 0.8 METER (2.6 FT) NORTHWEST OF A UTILITY POLE.
 CU0874'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0874'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CU0874'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0781 ***********************************************************************
 CU0781  FBN         -  This is a Federal Base Network Control Station.
 CU0781  DESIGNATION -  A 1461
 CU0781  PID         -  CU0781
 CU0781  STATE/COUNTY-  TX/HOWARD
 CU0781  USGS QUAD   -  IATAN (1978)
 CU0781
 CU0781                         *CURRENT SURVEY CONTROL
 CU0781  ___________________________________________________________________
 CU0781* NAD 83(1993)-  32 19 06.34028(N)    101 12 40.31566(W)     ADJUSTED  
 CU0781* NAVD 88     -       707.987  (meters)    2322.79   (feet)  ADJUSTED  
 CU0781  ___________________________________________________________________
 CU0781  X           -  -1,049,091.997 (meters)                     COMP
 CU0781  Y           -  -5,292,871.979 (meters)                     COMP
 CU0781  Z           -   3,390,688.783 (meters)                     COMP
 CU0781  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CU0781  ELLIP HEIGHT-         682.04  (meters)          (05/01/00) GPS OBS
 CU0781  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CU0781  DYNAMIC HT  -         707.031 (meters)    2319.65  (feet)  COMP
 CU0781  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 CU0781
 CU0781  HORZ ORDER  -  B
 CU0781  VERT ORDER  -  FIRST     CLASS II
 CU0781  ELLP ORDER  -  THIRD     CLASS I
 CU0781
 CU0781.The horizontal coordinates were established by GPS observations
 CU0781.and adjusted by the National Geodetic Survey in May 1994..
 CU0781
 CU0781.The orthometric height was determined by differential leveling
 CU0781.and adjusted by the National Geodetic Survey in June 1991..
 CU0781
 CU0781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CU0781
 CU0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0781
 CU0781.The ellipsoidal height was determined by GPS observations
 CU0781.and is referenced to NAD 83.
 CU0781
 CU0781.The geoid height was determined by GEOID03.
 CU0781
 CU0781.The dynamic height is computed by dividing the NAVD 88
 CU0781.geopotential number by the normal gravity value computed on the
 CU0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0781.degrees latitude (g = 980.6199 gals.).
 CU0781
 CU0781.The modeled gravity was interpolated from observed gravity values.
 CU0781
 CU0781;                    North         East     Units Scale Factor Converg.
 CU0781;SPC TXNC     - 2,075,569.077   344,739.775   MT  0.99995388   -1 28 43.2
 CU0781;SPC TXNC     - 6,809,596.21  1,131,033.75   sFT  0.99995388   -1 28 43.2
 CU0781;UTM  14      - 3,577,879.968   291,843.201   MT  1.00013435   -1 10 57.3
 CU0781
 CU0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0781!SPC TXNC     -   0.99989292  x   0.99995388  =   0.99984681
 CU0781!UTM  14      -   0.99989292  x   1.00013435  =   1.00002726
 CU0781
 CU0781                          SUPERSEDED SURVEY CONTROL
 CU0781
 CU0781  ELLIP H (05/09/94)  682.05   (m)                       GP(       ) 4 2
 CU0781  NAVD 88 (05/09/94)  707.99   (m)         2322.8    (f) LEVELING    3  
 CU0781
 CU0781.Superseded values are not recommended for survey control.
 CU0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0781.See file dsdata.txt to determine how the superseded data were derived.
 CU0781
 CU0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA9184377880(NAD 83)
 CU0781_MARKER: DV = VERTICAL CONTROL DISK
 CU0781_SETTING: 66 = SET IN ROCK OUTCROP
 CU0781_SP_SET: WELL HEAD
 CU0781_STAMPING: A 1461 1982
 CU0781_MARK LOGO: NGS   
 CU0781_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0781+STABILITY: POSITION/ELEVATION WELL
 CU0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0781+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2001
 CU0781
 CU0781  HISTORY     - Date     Condition        Report By
 CU0781  HISTORY     - 1982     MONUMENTED       NGS
 CU0781  HISTORY     - 19930507 GOOD             NGS
 CU0781  HISTORY     - 19950729 GOOD             NGS
 CU0781  HISTORY     - 19980204 GOOD             NGS
 CU0781  HISTORY     - 19990409 GOOD             NGS
 CU0781  HISTORY     - 19991026 GOOD             TXDOT
 CU0781  HISTORY     - 20010517 GOOD             JCLS
 CU0781  HISTORY     - 20010518 GOOD             JCLS
 CU0781
 CU0781                          STATION DESCRIPTION
 CU0781
 CU0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0781'28.1 KM (17.45 MI) NE FROM BIG SPRING.
 CU0781'28.1 KM (17.45 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0781'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, IN THE SOUTHWEST END OF A
 CU0781'10 BY 60 FT EXPOSED AREA OF BEDROCK AT A HIGHWAY CUT, 0.3 KM (0.2 MI)
 CU0781'SOUTHWEST OF MILEPOST 195, 0.2 KM (0.1 MI) NORTHEAST OF THE CROSSING
 CU0781'OF THE TEXAS AND PACIFIC RAILROAD, 26.3 METERS (86.3 FT) NORTHWEST OF
 CU0781'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 6.5 METERS
 CU0781'(21.3 FT) NORTHWEST OF THE CENTER OF A FRONTAGE ROAD AND 3.4 METERS
 CU0781'(11.2 FT) SOUTHEAST OF A FENCE.
 CU0781'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 CU0781'THE MARK IS 0.9 M ABOVE THE ROAD.
 CU0781
 CU0781                          STATION RECOVERY (1993)
 CU0781
 CU0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CU0781'STATION IS LOCATED ABOUT 33 KM (20.50 MI) WEST-SOUTHWEST OF COLORADO
 CU0781'CITY, 9.0 KM (5.60 MI) EAST OF COAHOMA, 26.5 KM (16.45 MI)
 CU0781'EAST-NORTHEAST OF BIG SPRING, 2.5 KM (1.55 MI) WEST OF HOWARD-MITCHELL
 CU0781'COUNTY LINE, ALONG THE NORTH FRONTAGE ROAD OF INTERSTATE HIGHWAY 20.
 CU0781'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 CU0781'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND FARM ROAD 820
 CU0781'IN COAHOMA, GO EAST ON INTERSTATE 20 FOR 8.3 KM (5.15 MI) TO EXIT
 CU0781'194A. CONTINUE AHEAD ON INTERSTATE 20 FOR 1.6 KM (1.00 MI) TO
 CU0781'MILEPOST 195.  CROSS MEDIAN TO THE WEST BOUND LANES THEN GO WEST ON
 CU0781'INTERSTATE 20 FOR 0.4 KM (0.25 MI) TO EXIT 194B.  TAKE EXIT, THEN
 CU0781'TURN RIGHT, EAST, OFF EXIT RAMP (150 DEGREE TURN) ON FRONTAGE ROAD
 CU0781'FOR 30 M (98.4 FT) TO STATION ON THE LEFT.
 CU0781'STATION MARK IS SET IN ROCK OUTCROP FLUSH WITH ROCK SURFACE.  IT IS
 CU0781'0.2 M (0.7 FT) WEST OF FIBERGLASS WITNESS POST, 6.7 M (22.0 FT) NORTH
 CU0781'OF AND 1.1 M (3.6 FT) HIGHER THAN ROAD CENTER, 3.1 M (10.2 FT) SOUTH
 CU0781'OF BARBED WIRE FENCE, 25.1 M (82.3 FT) EAST OF YIELD SIGN.
 CU0781
 CU0781                          STATION RECOVERY (1995)
 CU0781
 CU0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CU0781'THE STATION IS LOCATED ABOUT 33 KM (20.50 MI) WEST-SOUTHWEST OF
 CU0781'COLORADO CITY, 9.0 KM (5.60 MI) EAST OF COAHOMA, 26.5 KM (16.45 MI)
 CU0781'EAST-NORTHEAST OF BIG SPRING, 2.5 KM (1.55 MI) WEST OF THE
 CU0781'HOWARD-MITCHELL COUNTY LINE, ALONG THE NORTH FRONTAGE ROAD OF
 CU0781'INTERSTATE HIGHWAY 20.  TO REACH THE STATION FROM THE JUNCTION OF
 CU0781'INTERSTATE HIGHWAY 20 AND FARM ROAD 820 (EXIT 188) IN COAHOMA, GO EAST
 CU0781'ON THE INTERSTATE FOR 8.3 KM (5.15 MI) TO EXIT 194A.  CONTINUE AHEAD
 CU0781'ON THE INTERSTATE FOR 1.6 KM (1.00 MI) TO MILEPOST 195.  CROSS THE
 CU0781'MEDIAN TO THE WESTBOUND LANES THEN GO WEST ON THE INTERSTATE FOR 0.4
 CU0781'KM (0.25 MI) TO EXIT 194B.  TAKE THE EXIT THEN TURN RIGHT, EAST, ONTO
 CU0781'FRONTAGE ROAD FOR 30 M (98.4 FT) TO THE STATION ON THE LEFT. THE
 CU0781'STATION IS 6.7 M (22.0 FT) NORTH OF THE ROAD CENTER, 3.1 M (10.2 FT)
 CU0781'SOUTH OF A FENCE, 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2
 CU0781'M (0.7 FT) WEST OF A WITNESS POST.
 CU0781
 CU0781                          STATION RECOVERY (1998)
 CU0781
 CU0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CU0781'RECOVERED AS DESCRIBED WITH THIS NOTE.  BY R.G. HAYES NOTE--THE
 CU0781'PREVIOUS DESCRIPTIONS STATE (40) = SET IN A LARGE STRUCTURE WITH DEEP
 CU0781'FOUNDATIONS, THIS IS INCORRECT.  THE STATION IS A (94) = SET IN A
 CU0781'DRILL HOLE IN A ROCK LEDGE IN A 10 X 60-FOOT AREA OF EXPOSED BEDROCK,
 CU0781'(HIGHWAY CUT).
 CU0781
 CU0781                          STATION RECOVERY (1999)
 CU0781
 CU0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 CU0781'RECOVERED AS DESCRIBED.
 CU0781
 CU0781                          STATION RECOVERY (1999)
 CU0781
 CU0781'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 CU0781'IN GOOD CONDITION.
 CU0781
 CU0781                          STATION RECOVERY (2001)
 CU0781
 CU0781'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 CU0781'RECOVERED IN GOOD CONDITION.
 CU0781
 CU0781                          STATION RECOVERY (2001)
 CU0781
 CU0781'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 CU0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0832 ***********************************************************************
 CU0832  DESIGNATION -  A 1462
 CU0832  PID         -  CU0832
 CU0832  STATE/COUNTY-  TX/SCURRY
 CU0832  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0832
 CU0832                         *CURRENT SURVEY CONTROL
 CU0832  ___________________________________________________________________
 CU0832* NAD 83(1986)-  32 55 42.     (N)    101 04 03.     (W)     SCALED    
 CU0832* NAVD 88     -       749.460  (meters)    2458.85   (feet)  ADJUSTED  
 CU0832  ___________________________________________________________________
 CU0832  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CU0832  DYNAMIC HT  -         748.493 (meters)    2455.68  (feet)  COMP
 CU0832  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 CU0832
 CU0832  VERT ORDER  -  FIRST     CLASS II
 CU0832
 CU0832.The horizontal coordinates were scaled from a topographic map and have
 CU0832.an estimated accuracy of +/- 6 seconds.
 CU0832
 CU0832.The orthometric height was determined by differential leveling
 CU0832.and adjusted by the National Geodetic Survey in June 1991..
 CU0832
 CU0832.The geoid height was determined by GEOID03.
 CU0832
 CU0832.The dynamic height is computed by dividing the NAVD 88
 CU0832.geopotential number by the normal gravity value computed on the
 CU0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0832.degrees latitude (g = 980.6199 gals.).
 CU0832
 CU0832.The modeled gravity was interpolated from observed gravity values.
 CU0832
 CU0832;                    North         East    Units  Estimated Accuracy
 CU0832;SPC TXNC     - 2,142,840.      359,920.      MT  (+/- 180 meters Scaled)
 CU0832
 CU0832                          SUPERSEDED SURVEY CONTROL
 CU0832
 CU0832.No superseded survey control is available for this station.
 CU0832
 CU0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB066452(NAD 83)
 CU0832_MARKER: I = METAL ROD
 CU0832_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0832_SP_SET: STAINLESS STEEL ROD
 CU0832_STAMPING: A 1462 1982
 CU0832_MARK LOGO: NGS   
 CU0832_PROJECTION: FLUSH
 CU0832_MAGNETIC: I = MARKER IS A STEEL ROD
 CU0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0832+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 CU0832_ROD/PIPE-DEPTH: 4.3  meters
 CU0832
 CU0832  HISTORY     - Date     Condition        Report By
 CU0832  HISTORY     - 1982     MONUMENTED       NGS
 CU0832  HISTORY     - 19971008 GOOD             NGS
 CU0832
 CU0832                          STATION DESCRIPTION
 CU0832
 CU0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0832'32.5 KM (20.1 MI) NW FROM SNYDER.
 CU0832'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0832'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0832'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0832'NORTH ALONG FARM ROAD 1611, THENCE 18.7 KM (11.6 MI) NORTHWESTERLY
 CU0832'ALONG U.S. HIGHWAY 84, 22.3 METERS (73.2 FT) NORTHWEST OF THE CENTER
 CU0832'OF A GRAVELED ROAD LEADING EAST TO THE FULLER BROTHERS RANCH, 20.1
 CU0832'METERS (65.9 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND
 CU0832'LANES OF THE HIGHWAY, 13.5 METERS (44.3 FT) SOUTHEAST OF A CONCRETE
 CU0832'RIGHT-OF-WAY MARKER AND 0.8 METER (2.6 FT) NORTH-NORTHWEST OF A
 CU0832'T-FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CU0832'LOGO CAP.
 CU0832'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 CU0832'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 CU0832
 CU0832                          STATION RECOVERY (1997)
 CU0832
 CU0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 CU0832'26.0 KM (16.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 CU0832'OF STATE HIGHWAY 208 IN SNYDER, 22.3 M (73.2 FT) NORTHWEST OF THE
 CU0832'CENTER OF A DRIVEWAY LEADING TO THE COVERED S RANCH, 20.0 M (65.6 FT)
 CU0832'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.5 M
 CU0832'(1.6 FT) NORTHWEST OF A T-FENCE CORNER, 0.5 M (1.6 FT) ABOVE THE LEVEL
 CU0832'OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND
 CU0832'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0470 ***********************************************************************
 DP0470  DESIGNATION -  A 1463
 DP0470  PID         -  DP0470
 DP0470  STATE/COUNTY-  TX/GARZA
 DP0470  USGS QUAD   -  POST EAST (1969)
 DP0470
 DP0470                         *CURRENT SURVEY CONTROL
 DP0470  ___________________________________________________________________
 DP0470* NAD 83(1986)-  33 08 17.     (N)    101 18 46.     (W)     SCALED    
 DP0470* NAVD 88     -       760.440  (meters)    2494.88   (feet)  ADJUSTED  
 DP0470  ___________________________________________________________________
 DP0470  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 DP0470  DYNAMIC HT  -         759.474 (meters)    2491.71  (feet)  COMP
 DP0470  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 DP0470
 DP0470  VERT ORDER  -  FIRST     CLASS II
 DP0470
 DP0470.The horizontal coordinates were scaled from a topographic map and have
 DP0470.an estimated accuracy of +/- 6 seconds.
 DP0470
 DP0470.The orthometric height was determined by differential leveling
 DP0470.and adjusted by the National Geodetic Survey in June 1991..
 DP0470
 DP0470.The geoid height was determined by GEOID03.
 DP0470
 DP0470.The dynamic height is computed by dividing the NAVD 88
 DP0470.geopotential number by the normal gravity value computed on the
 DP0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0470.degrees latitude (g = 980.6199 gals.).
 DP0470
 DP0470.The modeled gravity was interpolated from observed gravity values.
 DP0470
 DP0470;                    North         East    Units  Estimated Accuracy
 DP0470;SPC TXNC     - 2,166,680.      337,610.      MT  (+/- 180 meters Scaled)
 DP0470
 DP0470                          SUPERSEDED SURVEY CONTROL
 DP0470
 DP0470.No superseded survey control is available for this station.
 DP0470
 DP0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB842689(NAD 83)
 DP0470_MARKER: I = METAL ROD
 DP0470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0470_SP_SET: STAINLESS STEEL ROD
 DP0470_STAMPING: A 1463 1982
 DP0470_MARK LOGO: NGS   
 DP0470_PROJECTION: FLUSH
 DP0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0470_ROD/PIPE-DEPTH: 3.4  meters
 DP0470
 DP0470  HISTORY     - Date     Condition        Report By
 DP0470  HISTORY     - 1982     MONUMENTED       NGS
 DP0470  HISTORY     - 19890810 GOOD             NGS
 DP0470
 DP0470                          STATION DESCRIPTION
 DP0470
 DP0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0470'9.0 KM (5.6 MI) SE FROM POST.
 DP0470'9.0 KM (5.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 DP0470'WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 16.7 METERS (54.8 FT)
 DP0470'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DP0470'HIGHWAY, 13.1 METERS (43.0 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD
 DP0470'LEADING EAST AND 10.3 METERS (33.8 FT) SOUTH OF THE SOUTHEAST CORNER
 DP0470'OF A CATTLE GUARD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DP0470'LOGO CAP.
 DP0470'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DP0470'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DP0470
 DP0470                          STATION RECOVERY (1989)
 DP0470
 DP0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1631 ***********************************************************************
 AY1631  DESIGNATION -  A 1464
 AY1631  PID         -  AY1631
 AY1631  STATE/COUNTY-  TX/BEXAR
 AY1631  USGS QUAD   -  LA COSTE (1982)
 AY1631
 AY1631                         *CURRENT SURVEY CONTROL
 AY1631  ___________________________________________________________________
 AY1631* NAD 83(1986)-  29 22 10.     (N)    098 47 23.     (W)     SCALED    
 AY1631* NAVD 88     -       233.021  (meters)     764.50   (feet)  ADJUSTED  
 AY1631  ___________________________________________________________________
 AY1631  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AY1631  DYNAMIC HT  -         232.683 (meters)     763.39  (feet)  COMP
 AY1631  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 AY1631
 AY1631  VERT ORDER  -  FIRST     CLASS II
 AY1631
 AY1631.The horizontal coordinates were scaled from a topographic map and have
 AY1631.an estimated accuracy of +/- 6 seconds.
 AY1631
 AY1631.The orthometric height was determined by differential leveling
 AY1631.and adjusted by the National Geodetic Survey in June 1991..
 AY1631
 AY1631.The geoid height was determined by GEOID03.
 AY1631
 AY1631.The dynamic height is computed by dividing the NAVD 88
 AY1631.geopotential number by the normal gravity value computed on the
 AY1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1631.degrees latitude (g = 980.6199 gals.).
 AY1631
 AY1631.The modeled gravity was interpolated from observed gravity values.
 AY1631
 AY1631;                    North         East    Units  Estimated Accuracy
 AY1631;SPC TXSC     - 4,170,260.      620,410.      MT  (+/- 180 meters Scaled)
 AY1631
 AY1631                          SUPERSEDED SURVEY CONTROL
 AY1631
 AY1631.No superseded survey control is available for this station.
 AY1631
 AY1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT204489(NAD 83)
 AY1631_MARKER: I = METAL ROD
 AY1631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1631_SP_SET: STAINLESS STEEL ROD
 AY1631_STAMPING: A 1464 1982
 AY1631_MARK LOGO: NGS   
 AY1631_PROJECTION: FLUSH
 AY1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1631_ROD/PIPE-DEPTH: 4.0  meters
 AY1631
 AY1631  HISTORY     - Date     Condition        Report By
 AY1631  HISTORY     - 1982     MONUMENTED       NGS
 AY1631  HISTORY     - 19991001 GOOD             USPSQD
 AY1631
 AY1631                          STATION DESCRIPTION
 AY1631
 AY1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1631'9.0 KM (5.6 MI) EAST FROM CASTROVILLE.
 AY1631'9.0 KM (5.6 MI) EASTERLY ALONG U.S. HIGHWAY 90 EASTBOUND FROM THE
 AY1631'JUNCTION OF FARM ROAD 471 NORTH IN CASTROVILLE, AT A POWERLINE
 AY1631'CROSSING OVER HIGHWAY 90 AND ABOUT 61 METERS (200.0 FT) EAST OF AN
 AY1631'ASPHALT ROAD LEADING SOUTH, 1.6 KM (1.0 MI) EAST OF THE MEDINA-BEXAR
 AY1631'COUNTY LINE, 37.8 METERS (124.0 FT) SOUTH SOUTHEAST OF CENTERLINE OF
 AY1631'U.S. HIGHWAY 90 EASTBOUND, 0.61 METERS 82.0 FT) NORTH OF A FENCE LINE,
 AY1631'0.73 METERS (2.4 FT) WEST OF A POWERLINE POLE, 40.9 METERS (134.0 FT)
 AY1631'SOUTHWEST OF THE WEST END OF THE SOUTH HEADWALL OF A 4 CHANNEL BOX
 AY1631'CULVERT UNDER HIGHWAY AND OVER SOUS CREEK, AND 19.5 METERS (64.0 FT)
 AY1631'EAST OF A POWERLINE POLE.
 AY1631'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AY1631'THE MARK IS 0.45 M ABOVE HIGHWAY.
 AY1631
 AY1631                          STATION RECOVERY (1999)
 AY1631
 AY1631'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1676 ***********************************************************************
 AY1676  DESIGNATION -  A 1465
 AY1676  PID         -  AY1676
 AY1676  STATE/COUNTY-  TX/KENDALL
 AY1676  USGS QUAD   -  BOERNE (1982)
 AY1676
 AY1676                         *CURRENT SURVEY CONTROL
 AY1676  ___________________________________________________________________
 AY1676* NAD 83(1986)-  29 45 06.     (N)    098 42 03.     (W)     SCALED    
 AY1676* NAVD 88     -       433.578  (meters)    1422.50   (feet)  ADJUSTED  
 AY1676  ___________________________________________________________________
 AY1676  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AY1676  DYNAMIC HT  -         432.945 (meters)    1420.42  (feet)  COMP
 AY1676  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 AY1676
 AY1676  VERT ORDER  -  FIRST     CLASS II
 AY1676
 AY1676.The horizontal coordinates were scaled from a topographic map and have
 AY1676.an estimated accuracy of +/- 6 seconds.
 AY1676
 AY1676.The orthometric height was determined by differential leveling
 AY1676.and adjusted by the National Geodetic Survey in June 1991..
 AY1676
 AY1676.The geoid height was determined by GEOID03.
 AY1676
 AY1676.The dynamic height is computed by dividing the NAVD 88
 AY1676.geopotential number by the normal gravity value computed on the
 AY1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1676.degrees latitude (g = 980.6199 gals.).
 AY1676
 AY1676.The modeled gravity was interpolated from observed gravity values.
 AY1676
 AY1676;                    North         East    Units  Estimated Accuracy
 AY1676;SPC TXSC     - 4,212,640.      628,930.      MT  (+/- 180 meters Scaled)
 AY1676
 AY1676                          SUPERSEDED SURVEY CONTROL
 AY1676
 AY1676.No superseded survey control is available for this station.
 AY1676
 AY1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT289913(NAD 83)
 AY1676_MARKER: I = METAL ROD
 AY1676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1676_SP_SET: STAINLESS STEEL ROD
 AY1676_STAMPING: A 1465 1982
 AY1676_MARK LOGO: NGS   
 AY1676_PROJECTION: FLUSH
 AY1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1676_ROD/PIPE-DEPTH: 2.3  meters
 AY1676
 AY1676  HISTORY     - Date     Condition        Report By
 AY1676  HISTORY     - 1982     MONUMENTED       NGS
 AY1676  HISTORY     - 1990     GOOD             USPSQD
 AY1676  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY1676
 AY1676                          STATION DESCRIPTION
 AY1676
 AY1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1676'5.3 KM (3.35 MI) SE FROM BOERNE.
 AY1676'2.6 KM (1.65 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM
 AY1676'THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 2.7 KM
 AY1676'(1.7 MI) SOUTHEAST ALONG THE FRONTAGE ROAD, AT THE SOUTHEAST 1 OF 2
 AY1676'ENTRANCES LEADING NORTHEAST INTO MRS J. PHILLIPS PROPERTY, 10.6 METERS
 AY1676'(35.0 FT) NORTHEAST OF THE CENTERLINE OF FRONTAGE ROAD, 6.8 METERS
 AY1676'(22.5 FT) SOUTHEAST OF THE CENTER OF A GRAVELED DRIVEWAY, 7.4 METERS
 AY1676'(24.5 FT) SOUTH SOUTHEAST OF THE CENTER OF A DOUBLE CHAIN LINK FENCE
 AY1676'GATE, 45.4 METERS (149.0 FT) NORTHWEST OF THE SOUTHEAST END OF A CHAIN
 AY1676'LINK FENCE, 0.5 METER (1.6 FT) EAST OF A CONCRETE RIGHT OF WAY POST,
 AY1676'0.15 METERS (0.5 FT) SOUTHWEST OF THE CHAIN LINK FENCE.  NOTE, ROD WAS
 AY1676'DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 AY1676'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 AY1676'THE MARK IS 0.46 M BELOW FRONTAGE ROAD.
 AY1676
 AY1676                          STATION RECOVERY (1990)
 AY1676
 AY1676'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1676'RECOVERED IN GOOD CONDITION.
 AY1676
 AY1676                          STATION RECOVERY (1994)
 AY1676
 AY1676'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0499 ***********************************************************************
 BN0499  DESIGNATION -  A 1466
 BN0499  PID         -  BN0499
 BN0499  STATE/COUNTY-  TX/KENDALL
 BN0499  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0499
 BN0499                         *CURRENT SURVEY CONTROL
 BN0499  ___________________________________________________________________
 BN0499* NAD 83(1986)-  30 02 25.     (N)    098 54 40.     (W)     SCALED    
 BN0499* NAVD 88     -       508.424  (meters)    1668.05   (feet)  ADJUSTED  
 BN0499  ___________________________________________________________________
 BN0499  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 BN0499  DYNAMIC HT  -         507.701 (meters)    1665.68  (feet)  COMP
 BN0499  MODELED GRAV-     979,205.3   (mgal)                       NAVD 88
 BN0499
 BN0499  VERT ORDER  -  FIRST     CLASS II
 BN0499
 BN0499.The horizontal coordinates were scaled from a topographic map and have
 BN0499.an estimated accuracy of +/- 6 seconds.
 BN0499
 BN0499.The orthometric height was determined by differential leveling
 BN0499.and adjusted by the National Geodetic Survey in June 1991..
 BN0499
 BN0499.The geoid height was determined by GEOID03.
 BN0499
 BN0499.The dynamic height is computed by dividing the NAVD 88
 BN0499.geopotential number by the normal gravity value computed on the
 BN0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0499.degrees latitude (g = 980.6199 gals.).
 BN0499
 BN0499.The modeled gravity was interpolated from observed gravity values.
 BN0499
 BN0499;                    North         East    Units  Estimated Accuracy
 BN0499;SPC TXSC     - 4,244,600.      608,570.      MT  (+/- 180 meters Scaled)
 BN0499
 BN0499                          SUPERSEDED SURVEY CONTROL
 BN0499
 BN0499.No superseded survey control is available for this station.
 BN0499
 BN0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU085232(NAD 83)
 BN0499_MARKER: I = METAL ROD
 BN0499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0499_SP_SET: STAINLESS STEEL ROD
 BN0499_STAMPING: A 1466 1982
 BN0499_MARK LOGO: NGS   
 BN0499_PROJECTION: FLUSH
 BN0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0499+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0499_ROD/PIPE-DEPTH: 2.6  meters
 BN0499
 BN0499  HISTORY     - Date     Condition        Report By
 BN0499  HISTORY     - 1982     MONUMENTED       NGS
 BN0499  HISTORY     - 19940330 GOOD             USPSQD
 BN0499  HISTORY     - 20040325 GOOD             USPSQD
 BN0499  HISTORY     - 20051102 GOOD             USPSQD
 BN0499
 BN0499                          STATION DESCRIPTION
 BN0499
 BN0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0499'6.9 KM (4.3 MI) NORTH FROM COMFORT.
 BN0499'6.9 KM (4.3 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0499'INTERSTATE HIGHWAY 10 IN COMFORT, SET ON THE TOP OF SMALL HILL NEAR A
 BN0499'T FENCE JUNCTION AND ALSO 0.5 KM (0.35 MI) NORTH OF THE BRIDGE OVER
 BN0499'NORTH CREEK, 42.0 METERS (137.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 BN0499'HIGHWAY, 16.4 METERS (53.8 FT) NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 BN0499'MARKER, 3.7 METERS (12.0 FT) EAST SOUTHEAST OF A 60 CM TWIN TRUNK OAK
 BN0499'TREE, 1.1 METERS (3.5 FT) SOUTHEAST OF THE T JUNCTION, 0.18 METERS
 BN0499'(0.6 FT) SOUTHWEST OF THE FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 BN0499'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 BN0499'THE MARK IS 2.7 M ABOVE HIGHWAY87.
 BN0499
 BN0499                          STATION RECOVERY (1994)
 BN0499
 BN0499'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0499'RECOVERED IN GOOD CONDITION.
 BN0499
 BN0499                          STATION RECOVERY (2004)
 BN0499
 BN0499'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0499'RECOVERED IN GOOD CONDITION.
 BN0499
 BN0499                          STATION RECOVERY (2005)
 BN0499
 BN0499'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0526 ***********************************************************************
 BN0526  DESIGNATION -  A 1467
 BN0526  PID         -  BN0526
 BN0526  STATE/COUNTY-  TX/GILLESPIE
 BN0526  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0526
 BN0526                         *CURRENT SURVEY CONTROL
 BN0526  ___________________________________________________________________
 BN0526* NAD 83(1986)-  30 20 08.     (N)    098 55 00.     (W)     SCALED    
 BN0526* NAVD 88     -       602.759  (meters)    1977.55   (feet)  ADJUSTED  
 BN0526  ___________________________________________________________________
 BN0526  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 BN0526  DYNAMIC HT  -         601.905 (meters)    1974.75  (feet)  COMP
 BN0526  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 BN0526
 BN0526  VERT ORDER  -  FIRST     CLASS II
 BN0526
 BN0526.The horizontal coordinates were scaled from a topographic map and have
 BN0526.an estimated accuracy of +/- 6 seconds.
 BN0526
 BN0526.The orthometric height was determined by differential leveling
 BN0526.and adjusted by the National Geodetic Survey in June 1991..
 BN0526
 BN0526.The geoid height was determined by GEOID03.
 BN0526
 BN0526.The dynamic height is computed by dividing the NAVD 88
 BN0526.geopotential number by the normal gravity value computed on the
 BN0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0526.degrees latitude (g = 980.6199 gals.).
 BN0526
 BN0526.The modeled gravity was interpolated from observed gravity values.
 BN0526
 BN0526;                    North         East    Units  Estimated Accuracy
 BN0526;SPC TX C     - 3,075,020.      836,220.      MT  (+/- 180 meters Scaled)
 BN0526
 BN0526                          SUPERSEDED SURVEY CONTROL
 BN0526
 BN0526.No superseded survey control is available for this station.
 BN0526
 BN0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU080559(NAD 83)
 BN0526_MARKER: I = METAL ROD
 BN0526_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0526_SP_SET: STAINLESS STEEL ROD
 BN0526_STAMPING: A 1467 1982
 BN0526_MARK LOGO: NGS   
 BN0526_PROJECTION: RECESSED 3 CENTIMETERS
 BN0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0526_ROD/PIPE-DEPTH: 0.58 meters
 BN0526
 BN0526  HISTORY     - Date     Condition        Report By
 BN0526  HISTORY     - 1982     MONUMENTED       NGS
 BN0526  HISTORY     - 19930728 GOOD             USPSQD
 BN0526  HISTORY     - 19960309 GOOD             USPSQD
 BN0526
 BN0526                          STATION DESCRIPTION
 BN0526
 BN0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0526'9.1 KM (5.65 MI) NW FROM FREDERICKSBURG.
 BN0526'9.1 KM (5.65 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0526'U.S. HIGHWAY 290 AND WASHINGTON STREET IN FREDERICKSBURG, AT A PRIVATE
 BN0526'ROAD LEADING WEST SOUTHWEST, 18.2 METERS (60.0 FT) SOUTHWEST OF THE
 BN0526'CENTERLINE OF HIGHWAY 87, 6.1 METERS (20.5 FT) NORTH NORTHWEST OF THE
 BN0526'CENTER OF A METAL GATE, 8.4 METERS (27.5 FT) SOUTH SOUTHEAST OF THE
 BN0526'CENTER OF AN IRON PIPE CATTLE GUARD IN THE PRIVATE ROAD, 8.4 METERS
 BN0526'(27.5 FT) SOUTH SOUTHWEST OF THE SOUTH SOUTHEAST END OF A METAL
 BN0526'CULVERT UNDER THE PRIVATE ROAD WEST SOUTHWEST, AND 0.15 METERS
 BN0526'(0.5 FT) EAST NORTHEAST OF A FENCE LINE, NOTE, ROD WAS DRIVEN TO
 BN0526'REFUSAL AND ANCHORED AT THIS DEPTH.
 BN0526'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BN0526'THE MARK IS ABOVE LEVEL WITH HIGHWAY 87.
 BN0526
 BN0526                          STATION RECOVERY (1993)
 BN0526
 BN0526'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0526'RECOVERED IN GOOD CONDITION.
 BN0526
 BN0526                          STATION RECOVERY (1996)
 BN0526
 BN0526'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0437 ***********************************************************************
 DP0437  DESIGNATION -  A 1468
 DP0437  PID         -  DP0437
 DP0437  STATE/COUNTY-  TX/LUBBOCK
 DP0437  USGS QUAD   -  SLATON NE (1979)
 DP0437
 DP0437                         *CURRENT SURVEY CONTROL
 DP0437  ___________________________________________________________________
 DP0437* NAD 83(1986)-  33 24 14.     (N)    101 37 04.     (W)     SCALED    
 DP0437* NAVD 88     -       932.987  (meters)    3060.97   (feet)  ADJUSTED  
 DP0437  ___________________________________________________________________
 DP0437  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 DP0437  DYNAMIC HT  -         931.779 (meters)    3057.01  (feet)  COMP
 DP0437  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 DP0437
 DP0437  VERT ORDER  -  FIRST     CLASS II
 DP0437
 DP0437.The horizontal coordinates were scaled from a topographic map and have
 DP0437.an estimated accuracy of +/- 6 seconds.
 DP0437
 DP0437.The orthometric height was determined by differential leveling
 DP0437.and adjusted by the National Geodetic Survey in June 1991..
 DP0437
 DP0437.The geoid height was determined by GEOID03.
 DP0437
 DP0437.The dynamic height is computed by dividing the NAVD 88
 DP0437.geopotential number by the normal gravity value computed on the
 DP0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0437.degrees latitude (g = 980.6199 gals.).
 DP0437
 DP0437.The modeled gravity was interpolated from observed gravity values.
 DP0437
 DP0437;                    North         East    Units  Estimated Accuracy
 DP0437;SPC TXNC     - 2,196,950.      310,040.      MT  (+/- 180 meters Scaled)
 DP0437
 DP0437                          SUPERSEDED SURVEY CONTROL
 DP0437
 DP0437.No superseded survey control is available for this station.
 DP0437
 DP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB565991(NAD 83)
 DP0437_MARKER: I = METAL ROD
 DP0437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0437_SP_SET: STAINLESS STEEL ROD
 DP0437_STAMPING: A 1468 1982
 DP0437_MARK LOGO: NGS   
 DP0437_PROJECTION: FLUSH
 DP0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0437+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0437_ROD/PIPE-DEPTH: 6.1  meters
 DP0437
 DP0437  HISTORY     - Date     Condition        Report By
 DP0437  HISTORY     - 1982     MONUMENTED       NGS
 DP0437  HISTORY     - 19890630 GOOD             NGS
 DP0437
 DP0437                          STATION DESCRIPTION
 DP0437
 DP0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0437'29.7 KM (18.45 MI) SE FROM LUBBOCK.
 DP0437'9.6 KM (5.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0437'RAILROAD STATION IN LUBBOCK, THENCE 20.1 KM (12.5 MI) SOUTHEASTERLY
 DP0437'ALONG U.S. HIGHWAY 84, 33.5 METERS (109.9 FT) NORTH OF THE CENTER OF
 DP0437'A PAVED ROAD LEADING EAST, 17.5 METERS (57.4 FT) NORTHEAST OF THE
 DP0437'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 1.1 METERS
 DP0437'(3.6 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 DP0437'IS THROUGH A 5-INCH LOGO CAP.
 DP0437'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0437'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 DP0437
 DP0437                          STATION RECOVERY (1989)
 DP0437
 DP0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0437'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 DP0437'DELETE--AND 1.1 M (3.6 FT) SOUTHEAST OF A UTILITY POLE.  ADD--2.0 M
 DP0437'(6.6 FT) SOUTHWEST OF A 12 FOOT BRACE POLE, AND 0.9 M (3.0 FT) BELOW
 DP0437'THE LEVEL OF THE HIGHWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0414 ***********************************************************************
 DP0414  DESIGNATION -  A 1469
 DP0414  PID         -  DP0414
 DP0414  STATE/COUNTY-  TX/LUBBOCK
 DP0414  USGS QUAD   -  SHALLOWATER (1975)
 DP0414
 DP0414                         *CURRENT SURVEY CONTROL
 DP0414  ___________________________________________________________________
 DP0414* NAD 83(1986)-  33 37 30.     (N)    101 54 23.     (W)     SCALED    
 DP0414* NAVD 88     -       984.390  (meters)    3229.62   (feet)  ADJUSTED  
 DP0414  ___________________________________________________________________
 DP0414  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 DP0414  DYNAMIC HT  -         983.112 (meters)    3225.43  (feet)  COMP
 DP0414  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 DP0414
 DP0414  VERT ORDER  -  FIRST     CLASS II
 DP0414
 DP0414.The horizontal coordinates were scaled from a topographic map and have
 DP0414.an estimated accuracy of +/- 6 seconds.
 DP0414
 DP0414.The orthometric height was determined by differential leveling
 DP0414.and adjusted by the National Geodetic Survey in June 1991..
 DP0414
 DP0414.The geoid height was determined by GEOID03.
 DP0414
 DP0414.The dynamic height is computed by dividing the NAVD 88
 DP0414.geopotential number by the normal gravity value computed on the
 DP0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0414.degrees latitude (g = 980.6199 gals.).
 DP0414
 DP0414.The modeled gravity was interpolated from observed gravity values.
 DP0414
 DP0414;                    North         East    Units  Estimated Accuracy
 DP0414;SPC TXNC     - 2,222,290.      284,010.      MT  (+/- 180 meters Scaled)
 DP0414
 DP0414                          SUPERSEDED SURVEY CONTROL
 DP0414
 DP0414.No superseded survey control is available for this station.
 DP0414
 DP0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC303243(NAD 83)
 DP0414_MARKER: I = METAL ROD
 DP0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0414_SP_SET: STAINLESS STEEL ROD
 DP0414_STAMPING: A 1469 1982
 DP0414_MARK LOGO: NGS   
 DP0414_PROJECTION: FLUSH
 DP0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0414+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2004
 DP0414_ROD/PIPE-DEPTH: 5.5  meters
 DP0414
 DP0414  HISTORY     - Date     Condition        Report By
 DP0414  HISTORY     - 1982     MONUMENTED       NGS
 DP0414  HISTORY     - 20040409 GOOD             INDIV
 DP0414
 DP0414                          STATION DESCRIPTION
 DP0414
 DP0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0414'7.7 KM (4.8 MI) NW FROM LUBBOCK.
 DP0414'7.7 KM (4.8 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0414'RAILROAD STATION IN LUBBOCK, 39.3 METERS (128.9 FT) EAST OF MILEPOST
 DP0414'85, 8.9 METERS (29.2 FT) NORTHEAST OF THE NEAR RAIL, 2.1 METERS (6.9
 DP0414'FT) EAST-NORTHEAST OF UTILITY POLE NUMBER 41G AND 0.8 METER (2.6 FT)
 DP0414'SOUTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 DP0414'5-INCH LOGO CAP.
 DP0414'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0414'THE MARK IS 0.9 M BELOW THE TRACKS.
 DP0414
 DP0414                          STATION RECOVERY (2004)
 DP0414
 DP0414'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RAC)
 DP0414'THE UTILITY POLE NOTED IN THE PREVIOUS RECOVERY DESCRIPTION HAS BEEN
 DP0414'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0129 ***********************************************************************
 CR0129  DESIGNATION -  A 147
 CR0129  PID         -  CR0129
 CR0129  STATE/COUNTY-  TX/RUSK
 CR0129  USGS QUAD   -  KILGORE SW (1971)
 CR0129
 CR0129                         *CURRENT SURVEY CONTROL
 CR0129  ___________________________________________________________________
 CR0129* NAD 83(1986)-  32 15 42.     (N)    094 58 23.     (W)     SCALED    
 CR0129* NAVD 88     -       154.161  (meters)     505.78   (feet)  ADJUSTED  
 CR0129  ___________________________________________________________________
 CR0129  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0129  DYNAMIC HT  -         153.981 (meters)     505.19  (feet)  COMP
 CR0129  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 CR0129
 CR0129  VERT ORDER  -  SECOND    CLASS 0
 CR0129
 CR0129.The horizontal coordinates were scaled from a topographic map and have
 CR0129.an estimated accuracy of +/- 6 seconds.
 CR0129
 CR0129.The orthometric height was determined by differential leveling
 CR0129.and adjusted by the National Geodetic Survey in June 1991..
 CR0129
 CR0129.The geoid height was determined by GEOID03.
 CR0129
 CR0129.The dynamic height is computed by dividing the NAVD 88
 CR0129.geopotential number by the normal gravity value computed on the
 CR0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0129.degrees latitude (g = 980.6199 gals.).
 CR0129
 CR0129.The modeled gravity was interpolated from observed gravity values.
 CR0129
 CR0129;                    North         East    Units  Estimated Accuracy
 CR0129;SPC TXNC     - 2,071,560.      932,250.      MT  (+/- 180 meters Scaled)
 CR0129
 CR0129                          SUPERSEDED SURVEY CONTROL
 CR0129
 CR0129  NGVD 29 (??/??/92)  154.179  (m)          505.84   (f) ADJ UNCH    2 0
 CR0129
 CR0129.Superseded values are not recommended for survey control.
 CR0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0129.See file dsdata.txt to determine how the superseded data were derived.
 CR0129
 CR0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR141711(NAD 83)
 CR0129_MARKER: DB = BENCH MARK DISK
 CR0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0129_SP_SET: ABUTMENT
 CR0129_STAMPING: A 147 1938
 CR0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0129
 CR0129  HISTORY     - Date     Condition        Report By
 CR0129  HISTORY     - 1938     MONUMENTED       CGS
 CR0129  HISTORY     - 1943     GOOD             NGS
 CR0129  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0129  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0129
 CR0129                          STATION DESCRIPTION
 CR0129
 CR0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CR0129'1.1 MI SE FROM OVERTON.
 CR0129'1.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CR0129'STATION AT OVERTON, RUSK COUNTY, AT A CONCRETE HIGHWAY UNDERPASS, IN
 CR0129'THE TOP OF THE NORTHEAST CONCRETE ABUTMENT, 8 FEET NORTH OF THE
 CR0129'CENTERLINE OF THE TRACK, AND ABOUT 3 INCHES LOWER THAN THE RAIL.  A
 CR0129'STANDARD DISK, STAMPED A 147 1938.
 CR0129
 CR0129                          STATION RECOVERY (1977)
 CR0129
 CR0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0129'MARK NOT FOUND.
 CR0129
 CR0129                          STATION RECOVERY (2004)
 CR0129
 CR0129'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0521 ***********************************************************************
 EO0521  DESIGNATION -  A 1470
 EO0521  PID         -  EO0521
 EO0521  STATE/COUNTY-  TX/PARMER
 EO0521  USGS QUAD   -  LARIAT (1980)
 EO0521
 EO0521                         *CURRENT SURVEY CONTROL
 EO0521  ___________________________________________________________________
 EO0521* NAD 83(1986)-  34 22 00.     (N)    102 58 55.     (W)     SCALED    
 EO0521* NAVD 88     -      1248.325  (meters)    4095.55   (feet)  ADJUSTED  
 EO0521  ___________________________________________________________________
 EO0521  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 EO0521  DYNAMIC HT  -        1246.692 (meters)    4090.19  (feet)  COMP
 EO0521  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 EO0521
 EO0521  VERT ORDER  -  FIRST     CLASS II
 EO0521
 EO0521.The horizontal coordinates were scaled from a topographic map and have
 EO0521.an estimated accuracy of +/- 6 seconds.
 EO0521
 EO0521.The orthometric height was determined by differential leveling
 EO0521.and adjusted by the National Geodetic Survey in June 1991..
 EO0521
 EO0521.The geoid height was determined by GEOID03.
 EO0521
 EO0521.The dynamic height is computed by dividing the NAVD 88
 EO0521.geopotential number by the normal gravity value computed on the
 EO0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0521.degrees latitude (g = 980.6199 gals.).
 EO0521
 EO0521.The modeled gravity was interpolated from observed gravity values.
 EO0521
 EO0521;                    North         East    Units  Estimated Accuracy
 EO0521;SPC TX N     - 1,041,700.       63,680.      MT  (+/- 180 meters Scaled)
 EO0521
 EO0521                          SUPERSEDED SURVEY CONTROL
 EO0521
 EO0521.No superseded survey control is available for this station.
 EO0521
 EO0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU855046(NAD 83)
 EO0521_MARKER: I = METAL ROD
 EO0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0521_SP_SET: STAINLESS STEEL ROD
 EO0521_STAMPING: A 1470 1982
 EO0521_MARK LOGO: NGS   
 EO0521_PROJECTION: FLUSH
 EO0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0521_ROD/PIPE-DEPTH: 6.1  meters
 EO0521
 EO0521  HISTORY     - Date     Condition        Report By
 EO0521  HISTORY     - 1982     MONUMENTED       NGS
 EO0521
 EO0521                          STATION DESCRIPTION
 EO0521
 EO0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0521'20.8 KM (12.9 MI) SE FROM CLOVIS.
 EO0521'20.8 KM (12.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM ITS
 EO0521'JUNCTION WITH STATE HIGHWAY 18 IN CLOVIS, NEW MEXICO, 16.5 METERS
 EO0521'(54.1 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 EO0521'THE HIGHWAY AND 1.6 METERS (5.2 FT) WEST-NORTHWEST OF A UTILITY POLE.
 EO0521'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0521'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 EO0521'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0653 ***********************************************************************
 DQ0653  SACS        -  This is a Secondary Airport Control Station.
 DQ0653  DESIGNATION -  A 1471
 DQ0653  PID         -  DQ0653
 DQ0653  STATE/COUNTY-  TX/LAMB
 DQ0653  USGS QUAD   -  BULL LAKE (1981)
 DQ0653
 DQ0653                         *CURRENT SURVEY CONTROL
 DQ0653  ___________________________________________________________________
 DQ0653* NAD 83(1993)-  33 55 04.60739(N)    102 23 10.42555(W)     ADJUSTED  
 DQ0653* NAVD 88     -      1098.271  (meters)    3603.24   (feet)  ADJUSTED  
 DQ0653  ___________________________________________________________________
 DQ0653  X           -  -1,136,688.680 (meters)                     COMP
 DQ0653  Y           -  -5,175,887.803 (meters)                     COMP
 DQ0653  Z           -   3,539,496.609 (meters)                     COMP
 DQ0653  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 DQ0653  ELLIP HEIGHT-        1073.79  (meters)          (10/24/00) GPS OBS
 DQ0653  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 DQ0653  DYNAMIC HT  -        1096.846 (meters)    3598.57  (feet)  COMP
 DQ0653  MODELED GRAV-     979,301.1   (mgal)                       NAVD 88
 DQ0653
 DQ0653  HORZ ORDER  -  FIRST
 DQ0653  VERT ORDER  -  FIRST     CLASS II
 DQ0653  ELLP ORDER  -  FOURTH    CLASS II
 DQ0653
 DQ0653.This mark is at Littlefield Muni (Q00) Airport (Q00)
 DQ0653
 DQ0653.The horizontal coordinates were established by GPS observations
 DQ0653.and adjusted by the National Geodetic Survey in August 1996..
 DQ0653
 DQ0653.The orthometric height was determined by differential leveling
 DQ0653.and adjusted by the National Geodetic Survey in June 1991..
 DQ0653
 DQ0653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0653
 DQ0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0653
 DQ0653.The ellipsoidal height was determined by GPS observations
 DQ0653.and is referenced to NAD 83.
 DQ0653
 DQ0653.The geoid height was determined by GEOID03.
 DQ0653
 DQ0653.The dynamic height is computed by dividing the NAVD 88
 DQ0653.geopotential number by the normal gravity value computed on the
 DQ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0653.degrees latitude (g = 980.6199 gals.).
 DQ0653
 DQ0653.The modeled gravity was interpolated from observed gravity values.
 DQ0653
 DQ0653;                    North         East     Units Scale Factor Converg.
 DQ0653;SPC TXNC     - 2,256,301.730   240,713.405   MT  0.99998677   -2 07 10.3
 DQ0653;SPC TXNC     - 7,402,549.93    789,740.56   sFT  0.99998677   -2 07 10.3
 DQ0653;UTM  13      - 3,756,134.929   741,639.765   MT  1.00031986   +1 27 33.1
 DQ0653
 DQ0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0653!SPC TXNC     -   0.99983146  x   0.99998677  =   0.99981823
 DQ0653!UTM  13      -   0.99983146  x   1.00031986  =   1.00015126
 DQ0653
 DQ0653:                Primary Azimuth Mark                     Grid Az
 DQ0653:SPC TXNC     -  LITTPORT                                 347 33 24.7
 DQ0653:UTM  13      -  LITTPORT                                 343 58 41.3
 DQ0653
 DQ0653|---------------------------------------------------------------------|
 DQ0653| PID    Reference Object                     Distance      Geod. Az  |
 DQ0653|                                                           dddmmss.s |
 DQ0653| DQ0803 LITTPORT                            467.860 METERS 3452614.4 |
 DQ0653|---------------------------------------------------------------------|
 DQ0653
 DQ0653                          SUPERSEDED SURVEY CONTROL
 DQ0653
 DQ0653  ELLIP H (08/30/96) 1073.81   (m)                       GP(       ) 1 2
 DQ0653  NAVD 88 (08/30/96) 1098.27   (m)         3603.2    (f) LEVELING    3  
 DQ0653
 DQ0653.Superseded values are not recommended for survey control.
 DQ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0653.See file dsdata.txt to determine how the superseded data were derived.
 DQ0653
 DQ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4164056135(NAD 83)
 DQ0653_MARKER: I = METAL ROD
 DQ0653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0653_SP_SET: STAINLESS STEEL ROD
 DQ0653_STAMPING: A 1471 1982
 DQ0653_MARK LOGO: NGS   
 DQ0653_PROJECTION: FLUSH
 DQ0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0653+SATELLITE: SATELLITE OBSERVATIONS - May 24, 1995
 DQ0653_ROD/PIPE-DEPTH: 4.9  meters
 DQ0653
 DQ0653  HISTORY     - Date     Condition        Report By
 DQ0653  HISTORY     - 1982     MONUMENTED       NGS
 DQ0653  HISTORY     - 19950524 GOOD             NGS
 DQ0653  HISTORY     - 19950524 GOOD             NGS
 DQ0653  HISTORY     - 19990519 GOOD             TXDOT
 DQ0653
 DQ0653                          STATION DESCRIPTION
 DQ0653
 DQ0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0653'6.0 KM (3.75 MI) WEST FROM LITTLEFIELD.
 DQ0653'3.1 KM (1.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0653'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, THENCE 2.9 KM (1.8 MI)
 DQ0653'WESTERLY ALONG FARM ROAD 54, AT THE ENTRANCE TO THE LITTLEFIELD
 DQ0653'MUNICIPAL AIRPORT, 20.3 METERS (66.6 FT) SOUTH OF THE CENTERLINE OF
 DQ0653'THE ROAD, 13.0 METERS (42.7 FT) EAST OF THE EXTENDED CENTER OF THE
 DQ0653'AIRPORT ENTRANCE AND 1.2 METERS (3.9 FT) WEST OF UTILITY POLE NUMBER
 DQ0653'11-T-2-C-1.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DQ0653'CAP.
 DQ0653'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DQ0653'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DQ0653
 DQ0653                          STATION RECOVERY (1995)
 DQ0653
 DQ0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DQ0653'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST OF LITTLEFIELD, AT
 DQ0653'THE ENTRANCE TO THE AIRPORT, SOUTH OF FARM ROAD 54.  TO REACH THE
 DQ0653'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 84 AND FARM ROAD 54 ON THE
 DQ0653'WEST SIDE OF LITTLEFIELD, GO WEST 2.8KM ON FARM ROAD 54 TO THE AIRPORT
 DQ0653'ENTRANCE AND THE STATION OF THE LEFT.  THE STATION IS 20.2 M (66.3 FT)
 DQ0653'SOUTH OF THE CENTERLINE OF THE ROAD, 12.8 M (42.0 FT) EAST OF THE
 DQ0653'EXTENDED CENTER OF THE AIRPORT ENTRANCE, 5.1 M (16.7 FT) EAST OF A
 DQ0653'UTILITY POLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD,AND 0.3 M
 DQ0653'(1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 DQ0653'THROUGH A 5-INCH LOGO CAP.  BY DEB.
 DQ0653
 DQ0653                          STATION RECOVERY (1995)
 DQ0653
 DQ0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DQ0653'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST OF LITTLEFIELD, AT
 DQ0653'THE ENTRANCE TO THE AIRPORT, SOUTH OF FARM ROAD 54.  TO REACH THE
 DQ0653'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 84 AND FARM ROAD 54 ON THE
 DQ0653'WEST SIDE OF LITTLEFIELD, GO WEST 2.8KM ON FARM ROAD 54 TO THE AIRPORT
 DQ0653'ENTRANCE AND THE STATION OF THE LEFT.  THE STATION IS 20.2 M (66.3 FT)
 DQ0653'SOUTH OF THE CENTERLINE OF THE ROAD, 12.8 M (42.0 FT) EAST OF THE
 DQ0653'EXTENDED CENTER OF THE AIRPORT ENTRANCE, 5.1 M (16.7 FT) EAST OF A
 DQ0653'UTILITY POLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD,AND 0.3 M
 DQ0653'(1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 DQ0653'THROUGH A 5-INCH LOGO CAP.  THIS STATION SELECTED AS A SACS.
 DQ0653
 DQ0653                          STATION RECOVERY (1999)
 DQ0653
 DQ0653'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 DQ0653'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4834 ***********************************************************************
 AW4834  DESIGNATION -  A 1472
 AW4834  PID         -  AW4834
 AW4834  STATE/COUNTY-  TX/HARRIS
 AW4834  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4834
 AW4834                         *CURRENT SURVEY CONTROL
 AW4834  ___________________________________________________________________
 AW4834* NAD 83(1986)-  29 47 04.     (N)    095 30 07.     (W)     SCALED    
 AW4834* NAVD 88     -        20.964  (meters)      68.78   (feet)  ADJUSTED  
 AW4834  ___________________________________________________________________
 AW4834  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW4834  DYNAMIC HT  -          20.936 (meters)      68.69  (feet)  COMP
 AW4834  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 AW4834
 AW4834  VERT ORDER  -  FIRST     CLASS II
 AW4834
 AW4834.The horizontal coordinates were scaled from a topographic map and have
 AW4834.an estimated accuracy of +/- 6 seconds.
 AW4834
 AW4834.The orthometric height was determined by differential leveling
 AW4834.and adjusted by the National Geodetic Survey in June 1991..
 AW4834
 AW4834.The geoid height was determined by GEOID03.
 AW4834
 AW4834.The dynamic height is computed by dividing the NAVD 88
 AW4834.geopotential number by the normal gravity value computed on the
 AW4834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4834.degrees latitude (g = 980.6199 gals.).
 AW4834
 AW4834.The modeled gravity was interpolated from observed gravity values.
 AW4834
 AW4834;                    North         East    Units  Estimated Accuracy
 AW4834;SPC TXSC     - 4,221,290.      938,160.      MT  (+/- 180 meters Scaled)
 AW4834
 AW4834                          SUPERSEDED SURVEY CONTROL
 AW4834
 AW4834  NGVD 29 (12/23/87)   20.959  (m)           68.76   (f) ADJUSTED    1 2
 AW4834
 AW4834.Superseded values are not recommended for survey control.
 AW4834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4834.See file dsdata.txt to determine how the superseded data were derived.
 AW4834
 AW4834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN581975(NAD 83)
 AW4834_MARKER: I = METAL ROD
 AW4834_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4834_SP_SET: STAINLESS STEEL ROD
 AW4834_STAMPING: A 1472 1983
 AW4834_MARK LOGO: NGS   
 AW4834_PROJECTION: FLUSH
 AW4834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4834_ROD/PIPE-DEPTH: 9.7  meters
 AW4834
 AW4834  HISTORY     - Date     Condition        Report By
 AW4834  HISTORY     - 1983     MONUMENTED       NGS
 AW4834  HISTORY     - 1986     GOOD             NGS
 AW4834  HISTORY     - 19940710 GOOD             USPSQD
 AW4834  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW4834
 AW4834                          STATION DESCRIPTION
 AW4834
 AW4834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4834'13.8 KM (8.6 MI) EAST FROM ADDICKS.
 AW4834'13.8 KM (8.6 MI) EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW4834'THE RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, AT THE CROSSING OF
 AW4834'VOSS ROAD, ALSO 0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO
 AW4834'STREET FROM THE INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST
 AW4834'CORNER OF THE HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON, TO THE
 AW4834'CROSSING OF THE MISSOURI-KANSAS-TEXAS RAILROAD TRACKS, THENCE 14.6 KM
 AW4834'(9.05 MI) WEST-NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD,
 AW4834'20.42 METERS (67.0 FT) WEST OF THE CENTERLINE OF VOSS ROAD,
 AW4834'6.71 METERS (22.0 FT) SOUTH OF THE SOUTH RAIL, 5.64 METERS (18.5 FT)
 AW4834'NORTH OF THE CENTERLINE OF THE WESTBOUND ACCESS LANE OF INTERSTATE
 AW4834'HIGHWAY 10, 4.27 METERS (14.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 AW4834'CORNER OF A 0.6 BY 1.5 METERS (2.0 BY 5.0 FT) METAL SIGNAL BOX, AND
 AW4834'0.76 METERS (2.5 FT) WEST OF TELEPHONE POLE NUMBER 147.
 AW4834'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AW4834'THE MARK IS 0.46 M BELOW TRACKS.
 AW4834
 AW4834                          STATION RECOVERY (1986)
 AW4834
 AW4834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4834'RECOVERED IN GOOD CONDITION.
 AW4834
 AW4834                          STATION RECOVERY (1994)
 AW4834
 AW4834'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4834'RECOVERED IN GOOD CONDITION.
 AW4834
 AW4834                          STATION RECOVERY (2004)
 AW4834
 AW4834'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0909 ***********************************************************************
 CA0909  DESIGNATION -  A 1473
 CA0909  PID         -  CA0909
 CA0909  STATE/COUNTY-  TX/BROWN
 CA0909  USGS QUAD   -  BROWNWOOD (1996)
 CA0909
 CA0909                         *CURRENT SURVEY CONTROL
 CA0909  ___________________________________________________________________
 CA0909* NAD 83(1986)-  31 43 56.     (N)    098 58 17.     (W)     SCALED    
 CA0909* NAVD 88     -       407.049  (meters)    1335.46   (feet)  ADJUSTED  
 CA0909  ___________________________________________________________________
 CA0909  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CA0909  DYNAMIC HT  -         406.520 (meters)    1333.72  (feet)  COMP
 CA0909  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 CA0909
 CA0909  VERT ORDER  -  FIRST     CLASS II
 CA0909
 CA0909.The horizontal coordinates were scaled from a topographic map and have
 CA0909.an estimated accuracy of +/- 6 seconds.
 CA0909
 CA0909.The orthometric height was determined by differential leveling
 CA0909.and adjusted by the National Geodetic Survey in June 1991..
 CA0909
 CA0909.The geoid height was determined by GEOID03.
 CA0909
 CA0909.The dynamic height is computed by dividing the NAVD 88
 CA0909.geopotential number by the normal gravity value computed on the
 CA0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0909.degrees latitude (g = 980.6199 gals.).
 CA0909
 CA0909.The modeled gravity was interpolated from observed gravity values.
 CA0909
 CA0909;                    North         East    Units  Estimated Accuracy
 CA0909;SPC TX C     - 3,229,780.      829,060.      MT  (+/- 180 meters Scaled)
 CA0909
 CA0909                          SUPERSEDED SURVEY CONTROL
 CA0909
 CA0909.No superseded survey control is available for this station.
 CA0909
 CA0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA027107(NAD 83)
 CA0909_MARKER: DB = BENCH MARK DISK
 CA0909_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CA0909_SP_SET: ABUTMENT
 CA0909_STAMPING: A 1473 1983
 CA0909_MARK LOGO: NGS   
 CA0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0909
 CA0909  HISTORY     - Date     Condition        Report By
 CA0909  HISTORY     - 1983     MONUMENTED       NGS
 CA0909
 CA0909                          STATION DESCRIPTION
 CA0909
 CA0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0909'IN BROWNWOOD.
 CA0909'IN BROWNWOOD, AT THE INTERSECTION OF THE PECAN BAYOU RIVER AND U.S.
 CA0909'HIGHWAY 84, IN TOP OF AND 0.2 METER (0.7 FT) SOUTHEAST OF THE
 CA0909'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 CA0909'SPANNING THE PECAN BAYOU RIVER, 6.1 METERS (20.0 FT) NORTHWEST OF THE
 CA0909'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 2.9 METERS (9.5
 CA0909'FT) SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE.
 CA0909'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0935 ***********************************************************************
 CA0935  DESIGNATION -  A 1474
 CA0935  PID         -  CA0935
 CA0935  STATE/COUNTY-  TX/MILLS
 CA0935  USGS QUAD   -  LAKE MERRITT (1979)
 CA0935
 CA0935                         *CURRENT SURVEY CONTROL
 CA0935  ___________________________________________________________________
 CA0935* NAD 83(1986)-  31 30 55.     (N)    098 35 16.     (W)     SCALED    
 CA0935* NAVD 88     -       428.444  (meters)    1405.65   (feet)  ADJUSTED  
 CA0935  ___________________________________________________________________
 CA0935  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CA0935  DYNAMIC HT  -         427.877 (meters)    1403.79  (feet)  COMP
 CA0935  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 CA0935
 CA0935  VERT ORDER  -  FIRST     CLASS II
 CA0935
 CA0935.The horizontal coordinates were scaled from a topographic map and have
 CA0935.an estimated accuracy of +/- 6 seconds.
 CA0935
 CA0935.The orthometric height was determined by differential leveling
 CA0935.and adjusted by the National Geodetic Survey in June 1991..
 CA0935
 CA0935.The geoid height was determined by GEOID03.
 CA0935
 CA0935.The dynamic height is computed by dividing the NAVD 88
 CA0935.geopotential number by the normal gravity value computed on the
 CA0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0935.degrees latitude (g = 980.6199 gals.).
 CA0935
 CA0935.The modeled gravity was interpolated from observed gravity values.
 CA0935
 CA0935;                    North         East    Units  Estimated Accuracy
 CA0935;SPC TX C     - 3,206,230.      865,790.      MT  (+/- 180 meters Scaled)
 CA0935
 CA0935                          SUPERSEDED SURVEY CONTROL
 CA0935
 CA0935.No superseded survey control is available for this station.
 CA0935
 CA0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV391867(NAD 83)
 CA0935_MARKER: I = METAL ROD
 CA0935_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0935_SP_SET: STAINLESS STEEL ROD
 CA0935_STAMPING: A 1474 1983
 CA0935_MARK LOGO: NGS   
 CA0935_PROJECTION: FLUSH
 CA0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0935+STABILITY: POSITION/ELEVATION WELL
 CA0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0935+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 CA0935_ROD/PIPE-DEPTH: 5.2  meters
 CA0935
 CA0935  HISTORY     - Date     Condition        Report By
 CA0935  HISTORY     - 1983     MONUMENTED       NGS
 CA0935  HISTORY     - 20050305 GOOD             USPSQD
 CA0935
 CA0935                          STATION DESCRIPTION
 CA0935
 CA0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0935'8.0 KM (4.95 MI) NW FROM GOLDTHWAITE.
 CA0935'8.0 KM (4.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY  183 FROM THE
 CA0935'COURTHOUSE IN GOLDTHWAITE, 1.1 KM (0.7 MI) SOUTHEAST OF THE JUNCTION
 CA0935'OF FARM ROAD 1029 AND 18.0 METERS (59.1 FT) NORTHEAST OF THE
 CA0935'CENTERLINE OF THE HIGHWAY.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH
 CA0935'A 5-INCH LOGO CAP.
 CA0935'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0935'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0935
 CA0935                          STATION RECOVERY (2005)
 CA0935
 CA0935'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 CA0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0960 ***********************************************************************
 CA0960  DESIGNATION -  A 1475
 CA0960  PID         -  CA0960
 CA0960  STATE/COUNTY-  TX/LAMPASAS
 CA0960  USGS QUAD   -  KEMPNER (1954)
 CA0960
 CA0960                         *CURRENT SURVEY CONTROL
 CA0960  ___________________________________________________________________
 CA0960* NAD 83(1986)-  31 03 10.     (N)    098 07 09.     (W)     SCALED    
 CA0960* NAVD 88     -       304.497  (meters)     999.00   (feet)  ADJUSTED  
 CA0960  ___________________________________________________________________
 CA0960  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CA0960  DYNAMIC HT  -         304.091 (meters)     997.67  (feet)  COMP
 CA0960  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 CA0960
 CA0960  VERT ORDER  -  FIRST     CLASS II
 CA0960
 CA0960.The horizontal coordinates were scaled from a topographic map and have
 CA0960.an estimated accuracy of +/- 6 seconds.
 CA0960
 CA0960.The orthometric height was determined by differential leveling
 CA0960.and adjusted by the National Geodetic Survey in June 1991..
 CA0960
 CA0960.The geoid height was determined by GEOID03.
 CA0960
 CA0960.The dynamic height is computed by dividing the NAVD 88
 CA0960.geopotential number by the normal gravity value computed on the
 CA0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0960.degrees latitude (g = 980.6199 gals.).
 CA0960
 CA0960.The modeled gravity was interpolated from observed gravity values.
 CA0960
 CA0960;                    North         East    Units  Estimated Accuracy
 CA0960;SPC TX C     - 3,155,760.      911,310.      MT  (+/- 180 meters Scaled)
 CA0960
 CA0960                          SUPERSEDED SURVEY CONTROL
 CA0960
 CA0960.No superseded survey control is available for this station.
 CA0960
 CA0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV840357(NAD 83)
 CA0960_MARKER: I = METAL ROD
 CA0960_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0960+WITH SETTING: INFORMATION.
 CA0960_SP_SET: SHALLOW SET METAL ROD
 CA0960_STAMPING: A 1475 1983
 CA0960_MARK LOGO: NGS   
 CA0960_PROJECTION: FLUSH
 CA0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0960_ROD/PIPE-DEPTH: 0.9  meters
 CA0960
 CA0960  HISTORY     - Date     Condition        Report By
 CA0960  HISTORY     - 1983     MONUMENTED       NGS
 CA0960  HISTORY     - 20020420 GOOD             USPSQD
 CA0960
 CA0960                          STATION DESCRIPTION
 CA0960
 CA0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0960'7.9 KM (4.9 MI) EAST FROM LAMPASAS.
 CA0960'0.4 KM (0.25 MI) WEST ALONG EAST SECOND STREET FROM THE SANTA FE
 CA0960'RAILROAD STATION IN LAMPASAS, THENCE 7.5 KM (4.65 MI) EASTERLY ALONG
 CA0960'U.S. HIGHWAY 190, 30.5 METERS (100.1 FT) NORTH OF THE CENTERLINE OF
 CA0960'THE HIGHWAY, 12.1 METERS (39.7 FT) NORTH OF A FENCE CORNER, 6.4 METERS
 CA0960'(21.0 FT) WEST OF THE CENTER OF A DIRT ROAD AND 5.6 METERS (18.4 FT)
 CA0960'SOUTHWEST OF THE CORNER OF A CATTLE GUARD.  NOTE, REFUSAL WAS REACHED
 CA0960'AT 3.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0960'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CA0960'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 CA0960
 CA0960                          STATION RECOVERY (2002)
 CA0960
 CA0960'RECOVERY NOTE BY US POWER SQUADRON 2002 (CG)
 CA0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1235 ***********************************************************************
 BZ1235  DESIGNATION -  A 1476
 BZ1235  PID         -  BZ1235
 BZ1235  STATE/COUNTY-  TX/BELL
 BZ1235  USGS QUAD   -  BELTON (1993)
 BZ1235
 BZ1235                         *CURRENT SURVEY CONTROL
 BZ1235  ___________________________________________________________________
 BZ1235* NAD 83(1986)-  31 04 02.     (N)    097 27 35.     (W)     SCALED    
 BZ1235* NAVD 88     -       186.125  (meters)     610.65   (feet)  ADJUSTED  
 BZ1235  ___________________________________________________________________
 BZ1235  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BZ1235  DYNAMIC HT  -         185.879 (meters)     609.84  (feet)  COMP
 BZ1235  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 BZ1235
 BZ1235  VERT ORDER  -  FIRST     CLASS II
 BZ1235
 BZ1235.The horizontal coordinates were scaled from a topographic map and have
 BZ1235.an estimated accuracy of +/- 6 seconds.
 BZ1235
 BZ1235.The orthometric height was determined by differential leveling
 BZ1235.and adjusted by the National Geodetic Survey in June 1991..
 BZ1235
 BZ1235.The geoid height was determined by GEOID03.
 BZ1235
 BZ1235.The dynamic height is computed by dividing the NAVD 88
 BZ1235.geopotential number by the normal gravity value computed on the
 BZ1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1235.degrees latitude (g = 980.6199 gals.).
 BZ1235
 BZ1235.The modeled gravity was interpolated from observed gravity values.
 BZ1235
 BZ1235;                    North         East    Units  Estimated Accuracy
 BZ1235;SPC TX C     - 3,158,800.      974,190.      MT  (+/- 180 meters Scaled)
 BZ1235
 BZ1235                          SUPERSEDED SURVEY CONTROL
 BZ1235
 BZ1235.No superseded survey control is available for this station.
 BZ1235
 BZ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV469380(NAD 83)
 BZ1235_MARKER: DB = BENCH MARK DISK
 BZ1235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1235_SP_SET: ABUTMENT
 BZ1235_STAMPING: A 1476 1983
 BZ1235_MARK LOGO: NGS   
 BZ1235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1235+STABILITY: POSITION/ELEVATION WELL
 BZ1235
 BZ1235  HISTORY     - Date     Condition        Report By
 BZ1235  HISTORY     - 1983     MONUMENTED       NGS
 BZ1235  HISTORY     - 19910126 GOOD             USPSQD
 BZ1235  HISTORY     - 20010317 GOOD             USPSQD
 BZ1235  HISTORY     - 20031011 GOOD             USPSQD
 BZ1235
 BZ1235                          STATION DESCRIPTION
 BZ1235
 BZ1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1235'IN BELTON.
 BZ1235'IN BELTON, AT THE INTERSECTION OF MAIN STREET AND THE SANTA FE
 BZ1235'RAILROAD, IN TOP OF AND 0.4 METER (1.3 FT) WEST OF THE EAST END OF THE
 BZ1235'NORTH CONCRETE ABUTMENT OF THE MAIN STREET OVERPASS OF THE RAILROAD,
 BZ1235'24.6 METERS (80.7 FT) NORTH OF THE NEAR RAIL AND 8.9 METERS (29.2 FT)
 BZ1235'EAST OF THE CENTER OF THE STREET.
 BZ1235'THE MARK IS 0.2 M ABOVE THE STREET.
 BZ1235
 BZ1235                          STATION RECOVERY (1991)
 BZ1235
 BZ1235'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1235'RECOVERED IN GOOD CONDITION.
 BZ1235
 BZ1235                          STATION RECOVERY (2001)
 BZ1235
 BZ1235'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BZ1235'RECOVERED IN GOOD CONDITION.
 BZ1235
 BZ1235                          STATION RECOVERY (2003)
 BZ1235
 BZ1235'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2476 ***********************************************************************
 CS2476  DESIGNATION -  A 1477
 CS2476  PID         -  CS2476
 CS2476  STATE/COUNTY-  TX/JOHNSON
 CS2476  USGS QUAD   -  BURLESON (1981)
 CS2476
 CS2476                         *CURRENT SURVEY CONTROL
 CS2476  ___________________________________________________________________
 CS2476* NAD 83(1986)-  32 30 44.     (N)    097 18 05.     (W)     SCALED    
 CS2476* NAVD 88     -       234.986  (meters)     770.95   (feet)  ADJUSTED  
 CS2476  ___________________________________________________________________
 CS2476  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CS2476  DYNAMIC HT  -         234.704 (meters)     770.02  (feet)  COMP
 CS2476  MODELED GRAV-     979,434.8   (mgal)                       NAVD 88
 CS2476
 CS2476  VERT ORDER  -  FIRST     CLASS II
 CS2476
 CS2476.The horizontal coordinates were scaled from a topographic map and have
 CS2476.an estimated accuracy of +/- 6 seconds.
 CS2476
 CS2476.The orthometric height was determined by differential leveling
 CS2476.and adjusted by the National Geodetic Survey in June 1991..
 CS2476
 CS2476.The geoid height was determined by GEOID03.
 CS2476
 CS2476.The dynamic height is computed by dividing the NAVD 88
 CS2476.geopotential number by the normal gravity value computed on the
 CS2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2476.degrees latitude (g = 980.6199 gals.).
 CS2476
 CS2476.The modeled gravity was interpolated from observed gravity values.
 CS2476
 CS2476;                    North         East    Units  Estimated Accuracy
 CS2476;SPC TXNC     - 2,094,410.      712,620.      MT  (+/- 180 meters Scaled)
 CS2476
 CS2476                          SUPERSEDED SURVEY CONTROL
 CS2476
 CS2476.No superseded survey control is available for this station.
 CS2476
 CS2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA595984(NAD 83)
 CS2476_MARKER: DB = BENCH MARK DISK
 CS2476_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2476_SP_SET: ABUTMENT
 CS2476_STAMPING: A 1477 1983
 CS2476_MARK LOGO: NGS   
 CS2476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2476
 CS2476  HISTORY     - Date     Condition        Report By
 CS2476  HISTORY     - 1983     MONUMENTED       NGS
 CS2476  HISTORY     - 1990     GOOD             USPSQD
 CS2476  HISTORY     - 19910413 GOOD             USPSQD
 CS2476  HISTORY     - 19940328 GOOD             USPSQD
 CS2476  HISTORY     - 20041023 GOOD             USPSQD
 CS2476
 CS2476                          STATION DESCRIPTION
 CS2476
 CS2476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2476'17.4 KM (10.8 MI) SOUTH FROM FORT WORTH.
 CS2476'17.4 KM (10.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS2476'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, IN TOP OF AND 0.3 METER (1.0
 CS2476'FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 CS2476'OF A PAVED ROAD OVERPASS, 39.3 METERS (128.9 FT) NORTHEAST OF THE
 CS2476'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 3.6 METERS
 CS2476'(11.8 FT) SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD.
 CS2476'THE MARK IS 0.3 M ABOVE THE ROAD.
 CS2476
 CS2476                          STATION RECOVERY (1990)
 CS2476
 CS2476'RECOVERY NOTE BY US POWER SQUADRON 1990 (PHB)
 CS2476'RECOVERED IN GOOD CONDITION.
 CS2476
 CS2476                          STATION RECOVERY (1991)
 CS2476
 CS2476'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2476'RECOVERED IN GOOD CONDITION.
 CS2476
 CS2476                          STATION RECOVERY (1994)
 CS2476
 CS2476'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2476'RECOVERED IN GOOD CONDITION.
 CS2476
 CS2476                          STATION RECOVERY (2004)
 CS2476
 CS2476'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS2476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2445 ***********************************************************************
 CS2445  DESIGNATION -  A 1478
 CS2445  PID         -  CS2445
 CS2445  STATE/COUNTY-  TX/PARKER
 CS2445  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS2445
 CS2445                         *CURRENT SURVEY CONTROL
 CS2445  ___________________________________________________________________
 CS2445* NAD 83(1986)-  32 43 42.     (N)    097 51 28.     (W)     SCALED    
 CS2445* NAVD 88     -       305.082  (meters)    1000.92   (feet)  ADJUSTED  
 CS2445  ___________________________________________________________________
 CS2445  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CS2445  DYNAMIC HT  -         304.707 (meters)     999.69  (feet)  COMP
 CS2445  MODELED GRAV-     979,401.8   (mgal)                       NAVD 88
 CS2445
 CS2445  VERT ORDER  -  FIRST     CLASS II
 CS2445
 CS2445.The horizontal coordinates were scaled from a topographic map and have
 CS2445.an estimated accuracy of +/- 6 seconds.
 CS2445
 CS2445.The orthometric height was determined by differential leveling
 CS2445.and adjusted by the National Geodetic Survey in June 1991..
 CS2445
 CS2445.The geoid height was determined by GEOID03.
 CS2445
 CS2445.The dynamic height is computed by dividing the NAVD 88
 CS2445.geopotential number by the normal gravity value computed on the
 CS2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2445.degrees latitude (g = 980.6199 gals.).
 CS2445
 CS2445.The modeled gravity was interpolated from observed gravity values.
 CS2445
 CS2445;                    North         East    Units  Estimated Accuracy
 CS2445;SPC TXNC     - 2,117,910.      660,190.      MT  (+/- 180 meters Scaled)
 CS2445
 CS2445                          SUPERSEDED SURVEY CONTROL
 CS2445
 CS2445.No superseded survey control is available for this station.
 CS2445
 CS2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB070217(NAD 83)
 CS2445_MARKER: I = METAL ROD
 CS2445_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2445+WITH SETTING: INFORMATION.
 CS2445_SP_SET: SHALLOW SET METAL ROD
 CS2445_STAMPING: A 1478 1983
 CS2445_MARK LOGO: NGS   
 CS2445_PROJECTION: FLUSH
 CS2445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2445_ROD/PIPE-DEPTH: 2.7  meters
 CS2445
 CS2445  HISTORY     - Date     Condition        Report By
 CS2445  HISTORY     - 1983     MONUMENTED       NGS
 CS2445  HISTORY     - 19910527 GOOD             USPSQD
 CS2445  HISTORY     - 19970524 GOOD             USPSQD
 CS2445  HISTORY     - 20020317 GOOD             USPSQD
 CS2445
 CS2445                          STATION DESCRIPTION
 CS2445
 CS2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2445'6.4 KM (4.0 MI) WEST FROM WEATHERFROD.
 CS2445'6.4 KM (4.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION
 CS2445'WITH STATE HIGHWAY 171 IN WEATHERFORD, 0.3 KM (0.2 MI) EAST OF
 CS2445'MILEPOST 404, 42.1 METERS (138.1 FT) NORTH OF THE CENTERLINE OF THE
 CS2445'WEST BOUND LANES OF THE HIGHWAY AND 34.7 METERS (113.8 FT) NORTH OF
 CS2445'THE EAST END OF A GUARD RAIL.  NOTE=REFUSAL WAS REACHED AT 9.0 FT.
 CS2445'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2445'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CS2445'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CS2445
 CS2445                          STATION RECOVERY (1991)
 CS2445
 CS2445'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2445'RECOVERED IN GOOD CONDITION.
 CS2445
 CS2445                          STATION RECOVERY (1997)
 CS2445
 CS2445'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2445'RECOVERED IN GOOD CONDITION.
 CS2445
 CS2445                          STATION RECOVERY (2002)
 CS2445
 CS2445'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0907 ***********************************************************************
 CT0907  DESIGNATION -  A 1479
 CT0907  PID         -  CT0907
 CT0907  STATE/COUNTY-  TX/PALO PINTO
 CT0907  USGS QUAD   -  SANTO (1984)
 CT0907
 CT0907                         *CURRENT SURVEY CONTROL
 CT0907  ___________________________________________________________________
 CT0907* NAD 83(1986)-  32 34 08.     (N)    098 12 42.     (W)     SCALED    
 CT0907* NAVD 88     -       275.487  (meters)     903.83   (feet)  ADJUSTED  
 CT0907  ___________________________________________________________________
 CT0907  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CT0907  DYNAMIC HT  -         275.147 (meters)     902.71  (feet)  COMP
 CT0907  MODELED GRAV-     979,397.5   (mgal)                       NAVD 88
 CT0907
 CT0907  VERT ORDER  -  FIRST     CLASS II
 CT0907
 CT0907.The horizontal coordinates were scaled from a topographic map and have
 CT0907.an estimated accuracy of +/- 6 seconds.
 CT0907
 CT0907.The orthometric height was determined by differential leveling
 CT0907.and adjusted by the National Geodetic Survey in June 1991..
 CT0907
 CT0907.The geoid height was determined by GEOID03.
 CT0907
 CT0907.The dynamic height is computed by dividing the NAVD 88
 CT0907.geopotential number by the normal gravity value computed on the
 CT0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0907.degrees latitude (g = 980.6199 gals.).
 CT0907
 CT0907.The modeled gravity was interpolated from observed gravity values.
 CT0907
 CT0907;                    North         East    Units  Estimated Accuracy
 CT0907;SPC TXNC     - 2,100,090.      627,070.      MT  (+/- 180 meters Scaled)
 CT0907
 CT0907                          SUPERSEDED SURVEY CONTROL
 CT0907
 CT0907.No superseded survey control is available for this station.
 CT0907
 CT0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB740037(NAD 83)
 CT0907_MARKER: DB = BENCH MARK DISK
 CT0907_SETTING: 66 = SET IN ROCK OUTCROP
 CT0907_SP_SET: ROCK OUTCROP
 CT0907_STAMPING: A 1479 1983
 CT0907_MARK LOGO: NGS   
 CT0907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0907+STABILITY: POSITION/ELEVATION WELL
 CT0907
 CT0907  HISTORY     - Date     Condition        Report By
 CT0907  HISTORY     - 1983     MONUMENTED       NGS
 CT0907  HISTORY     - 19980627 GOOD             USPSQD
 CT0907  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0907  HISTORY     - 20040327 GOOD             USPSQD
 CT0907
 CT0907                          STATION DESCRIPTION
 CT0907
 CT0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0907'45.0 KM (27.95 MI) WEST FROM WEATHERFORD.
 CT0907'45.0 KM (27.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0907'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, IN THE CENTER OF A
 CT0907'3-BY 12-FT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.3 KM (0.2 MI)
 CT0907'EAST OF MILEPOST 380, 31.0 METERS (101.7 FT) EAST OF THE WEST END OF
 CT0907'THE CUT, 19.2 METERS (63.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE
 CT0907'ROAD AND 19.0 METERS (62.3 FT) SOUTH  OF THE CENTERLINE OF THE EAST
 CT0907'BOUND LANES OF THE HIGHWAY.
 CT0907'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CT0907'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 CT0907
 CT0907                          STATION RECOVERY (1998)
 CT0907
 CT0907'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0907'RECOVERED IN GOOD CONDITION.
 CT0907
 CT0907                          STATION RECOVERY (2002)
 CT0907
 CT0907'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0907'MARK NOT FOUND.
 CT0907
 CT0907                          STATION RECOVERY (2004)
 CT0907
 CT0907'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0017 ***********************************************************************
 AZ0017  DESIGNATION -  A 148
 AZ0017  PID         -  AZ0017
 AZ0017  STATE/COUNTY-  TX/EDWARDS
 AZ0017  USGS QUAD   -  CUB LAKE (1971)
 AZ0017
 AZ0017                         *CURRENT SURVEY CONTROL
 AZ0017  ___________________________________________________________________
 AZ0017* NAD 83(1986)-  29 54 50.     (N)    100 07 59.     (W)     SCALED    
 AZ0017* NAVD 88     -       689.096  (meters)    2260.81   (feet)  ADJUSTED  
 AZ0017  ___________________________________________________________________
 AZ0017  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 AZ0017  DYNAMIC HT  -         688.073 (meters)    2257.45  (feet)  COMP
 AZ0017  MODELED GRAV-     979,135.4   (mgal)                       NAVD 88
 AZ0017
 AZ0017  VERT ORDER  -  SECOND    CLASS 0
 AZ0017
 AZ0017.The horizontal coordinates were scaled from a topographic map and have
 AZ0017.an estimated accuracy of +/- 6 seconds.
 AZ0017
 AZ0017.The orthometric height was determined by differential leveling
 AZ0017.and adjusted by the National Geodetic Survey in June 1991..
 AZ0017
 AZ0017.The geoid height was determined by GEOID03.
 AZ0017
 AZ0017.The dynamic height is computed by dividing the NAVD 88
 AZ0017.geopotential number by the normal gravity value computed on the
 AZ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0017.degrees latitude (g = 980.6199 gals.).
 AZ0017
 AZ0017.The modeled gravity was interpolated from observed gravity values.
 AZ0017
 AZ0017;                    North         East    Units  Estimated Accuracy
 AZ0017;SPC TXSC     - 4,231,110.      490,590.      MT  (+/- 180 meters Scaled)
 AZ0017
 AZ0017                          SUPERSEDED SURVEY CONTROL
 AZ0017
 AZ0017  NGVD 29 (??/??/92)  689.030  (m)         2260.59   (f) ADJ UNCH    2 0
 AZ0017
 AZ0017.Superseded values are not recommended for survey control.
 AZ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0017.See file dsdata.txt to determine how the superseded data were derived.
 AZ0017
 AZ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU906097(NAD 83)
 AZ0017_MARKER: DB = BENCH MARK DISK
 AZ0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0017_SP_SET: CULVERT
 AZ0017_STAMPING: A 148 1939
 AZ0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0017
 AZ0017  HISTORY     - Date     Condition        Report By
 AZ0017  HISTORY     - 1939     MONUMENTED       CGS
 AZ0017  HISTORY     - 1971     GOOD             USGS
 AZ0017
 AZ0017                          STATION DESCRIPTION
 AZ0017
 AZ0017'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0017'8.8 MI SE FROM ROCKSPRINGS.
 AZ0017'7.0 MILES SOUTHEAST ALONG ST. HWY 55 FROM JUNCTION WITH US 377 AT EAST
 AZ0017'EDGE OF ROCKSPRINGS, THENCE SOUTHEASTERN ALONG OLD HWY 1.8 MILES AT A
 AZ0017'CONCRETE CULVERT, AND IN THE TOP OF THE NORTH HEADWALL, 11 FEET NORTH
 AZ0017'OF CENTERLINE OF OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0923 ***********************************************************************
 CT0923  DESIGNATION -  A 1480
 CT0923  PID         -  CT0923
 CT0923  STATE/COUNTY-  TX/EASTLAND
 CT0923  USGS QUAD   -  STRAWN EAST (1984)
 CT0923
 CT0923                         *CURRENT SURVEY CONTROL
 CT0923  ___________________________________________________________________
 CT0923* NAD 83(1986)-  32 30 05.     (N)    098 29 26.     (W)     SCALED    
 CT0923* NAVD 88     -       309.039  (meters)    1013.91   (feet)  ADJUSTED  
 CT0923  ___________________________________________________________________
 CT0923  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CT0923  DYNAMIC HT  -         308.651 (meters)    1012.63  (feet)  COMP
 CT0923  MODELED GRAV-     979,375.5   (mgal)                       NAVD 88
 CT0923
 CT0923  VERT ORDER  -  FIRST     CLASS II
 CT0923
 CT0923.The horizontal coordinates were scaled from a topographic map and have
 CT0923.an estimated accuracy of +/- 6 seconds.
 CT0923
 CT0923.The orthometric height was determined by differential leveling
 CT0923.and adjusted by the National Geodetic Survey in June 1991..
 CT0923
 CT0923.The geoid height was determined by GEOID03.
 CT0923
 CT0923.The dynamic height is computed by dividing the NAVD 88
 CT0923.geopotential number by the normal gravity value computed on the
 CT0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0923.degrees latitude (g = 980.6199 gals.).
 CT0923
 CT0923.The modeled gravity was interpolated from observed gravity values.
 CT0923
 CT0923;                    North         East    Units  Estimated Accuracy
 CT0923;SPC TXNC     - 2,092,560.      600,890.      MT  (+/- 180 meters Scaled)
 CT0923
 CT0923                          SUPERSEDED SURVEY CONTROL
 CT0923
 CT0923.No superseded survey control is available for this station.
 CT0923
 CT0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA478961(NAD 83)
 CT0923_MARKER: DB = BENCH MARK DISK
 CT0923_SETTING: 66 = SET IN ROCK OUTCROP
 CT0923_SP_SET: ROCK OUTCROP
 CT0923_STAMPING: A 1480 1983
 CT0923_MARK LOGO: NGS   
 CT0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0923+STABILITY: POSITION/ELEVATION WELL
 CT0923
 CT0923  HISTORY     - Date     Condition        Report By
 CT0923  HISTORY     - 1983     MONUMENTED       NGS
 CT0923  HISTORY     - 20020316 GOOD             USPSQD
 CT0923  HISTORY     - 20040327 GOOD             USPSQD
 CT0923
 CT0923                          STATION DESCRIPTION
 CT0923
 CT0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0923'21.1 KM (13.1 MI) EAST FROM RANGER.
 CT0923'21.1 KM (13.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0923'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN THE CENTER OF THE WESTERN
 CT0923'1/3 OF A 3- BY 9-FT EXPOSED AREA OF OUTCROPPING BEDROCK, 22.3 METERS
 CT0923'(73.2 FT) WEST OF THE NORTHWEST CORNER OF TUDOR ROAD OVERPASS (EXIT
 CT0923'363) AND 12.9 METERS (42.3 FT) NORTH OF THE CENTERLINE OF THE WEST
 CT0923'BOUND LANES OF THE HIGHWAY.
 CT0923'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CT0923'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0923
 CT0923                          STATION RECOVERY (2002)
 CT0923
 CT0923'RECOVERY NOTE BY US POWER SQUADRON 2002 (LB)
 CT0923'RECOVERED IN GOOD CONDITION.
 CT0923
 CT0923                          STATION RECOVERY (2004)
 CT0923
 CT0923'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0948 ***********************************************************************
 CT0948  DESIGNATION -  A 1481
 CT0948  PID         -  CT0948
 CT0948  STATE/COUNTY-  TX/EASTLAND
 CT0948  USGS QUAD   -  CISCO SOUTH (1987)
 CT0948
 CT0948                         *CURRENT SURVEY CONTROL
 CT0948  ___________________________________________________________________
 CT0948* NAD 83(1986)-  32 22 27.     (N)    098 58 13.     (W)     SCALED    
 CT0948* NAVD 88     -       507.082  (meters)    1663.65   (feet)  ADJUSTED  
 CT0948  ___________________________________________________________________
 CT0948  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CT0948  DYNAMIC HT  -         506.427 (meters)    1661.50  (feet)  COMP
 CT0948  MODELED GRAV-     979,330.4   (mgal)                       NAVD 88
 CT0948
 CT0948  VERT ORDER  -  FIRST     CLASS II
 CT0948
 CT0948.The horizontal coordinates were scaled from a topographic map and have
 CT0948.an estimated accuracy of +/- 6 seconds.
 CT0948
 CT0948.The orthometric height was determined by differential leveling
 CT0948.and adjusted by the National Geodetic Survey in June 1991..
 CT0948
 CT0948.The geoid height was determined by GEOID03.
 CT0948
 CT0948.The dynamic height is computed by dividing the NAVD 88
 CT0948.geopotential number by the normal gravity value computed on the
 CT0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0948.degrees latitude (g = 980.6199 gals.).
 CT0948
 CT0948.The modeled gravity was interpolated from observed gravity values.
 CT0948
 CT0948;                    North         East    Units  Estimated Accuracy
 CT0948;SPC TXNC     - 2,078,560.      555,750.      MT  (+/- 180 meters Scaled)
 CT0948
 CT0948                          SUPERSEDED SURVEY CONTROL
 CT0948
 CT0948.No superseded survey control is available for this station.
 CT0948
 CT0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA027819(NAD 83)
 CT0948_MARKER: DB = BENCH MARK DISK
 CT0948_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0948_SP_SET: ABUTMENT
 CT0948_STAMPING: A 1481 1983
 CT0948_MARK LOGO: NGS   
 CT0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0948
 CT0948  HISTORY     - Date     Condition        Report By
 CT0948  HISTORY     - 1983     MONUMENTED       NGS
 CT0948
 CT0948                          STATION DESCRIPTION
 CT0948
 CT0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0948'IN CISCO.
 CT0948'IN CISCO, AT THE JUNCTION OF INTERSTATE HIGHWAY 20 AND U.S. HIGHWAY
 CT0948'183, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY 1 OF 3
 CT0948'PIERS OF THE WEST BOUND OVERPASS OVER HIGHWAY 183, 6.9 METERS
 CT0948'(22.6 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY
 CT0948'AND 5.3 METERS (17.4 FT) SOUTH OF THE CENTER OF THE WEST BOUND LANES
 CT0948'OF THE HIGHWAY.
 CT0948'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0626 ***********************************************************************
 DO0626  DESIGNATION -  A 1482
 DO0626  PID         -  DO0626
 DO0626  STATE/COUNTY-  TX/CLAY
 DO0626  USGS QUAD   -  HENRIETTA (1984)
 DO0626
 DO0626                         *CURRENT SURVEY CONTROL
 DO0626  ___________________________________________________________________
 DO0626* NAD 83(1986)-  33 48 12.     (N)    098 11 49.     (W)     SCALED    
 DO0626* NAVD 88     -       266.938  (meters)     875.78   (feet)  ADJUSTED  
 DO0626  ___________________________________________________________________
 DO0626  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DO0626  DYNAMIC HT  -         266.643 (meters)     874.81  (feet)  COMP
 DO0626  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 DO0626
 DO0626  VERT ORDER  -  FIRST     CLASS II
 DO0626
 DO0626.The horizontal coordinates were scaled from a topographic map and have
 DO0626.an estimated accuracy of +/- 6 seconds.
 DO0626
 DO0626.The orthometric height was determined by differential leveling
 DO0626.and adjusted by the National Geodetic Survey in June 1991..
 DO0626
 DO0626.The geoid height was determined by GEOID03.
 DO0626
 DO0626.The dynamic height is computed by dividing the NAVD 88
 DO0626.geopotential number by the normal gravity value computed on the
 DO0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0626.degrees latitude (g = 980.6199 gals.).
 DO0626
 DO0626.The modeled gravity was interpolated from observed gravity values.
 DO0626
 DO0626;                    North         East    Units  Estimated Accuracy
 DO0626;SPC TXNC     - 2,236,980.      628,060.      MT  (+/- 180 meters Scaled)
 DO0626
 DO0626                          SUPERSEDED SURVEY CONTROL
 DO0626
 DO0626.No superseded survey control is available for this station.
 DO0626
 DO0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC743406(NAD 83)
 DO0626_MARKER: DB = BENCH MARK DISK
 DO0626_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO0626_SP_SET: PIER
 DO0626_STAMPING: A 1482 1984
 DO0626_MARK LOGO: NGS   
 DO0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0626
 DO0626  HISTORY     - Date     Condition        Report By
 DO0626  HISTORY     - 1984     MONUMENTED       NGS
 DO0626
 DO0626                          STATION DESCRIPTION
 DO0626
 DO0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0626'IN HENRIETTA.
 DO0626'IN HENRIETTA, AT THE INTERSECTION OF U.S. HIGHWAY 287 AND STATE
 DO0626'HIGHWAY 148, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1
 DO0626'OF 3 COLUMNS OF THE 1ST PIER WEST OF THE EAST ABUTMENT OF THE NORTH
 DO0626'BOUND OVERPASS OVER THE HIGHWAY, 44.8 METERS (147.0 FT) WEST OF THE
 DO0626'CENTERLINE OF THE SOUTHEAST BOUND LANES OF A FRONTAGE ROAD,
 DO0626'13.9 METERS (45.6 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 DO0626'OF THE HIGHWAY, AND 5.5 METERS (18.0 FT) NORTH OF THE CENTERLINE OF
 DO0626'THE NORTHWEST BOUND LANES OF THE HIGHWAY.
 DO0626'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0651 ***********************************************************************
 DO0651  DESIGNATION -  A 1483
 DO0651  PID         -  DO0651
 DO0651  STATE/COUNTY-  TX/WICHITA
 DO0651  USGS QUAD   -  FOWLKES (1968)
 DO0651
 DO0651                         *CURRENT SURVEY CONTROL
 DO0651  ___________________________________________________________________
 DO0651* NAD 83(1986)-  33 58 42.     (N)    098 47 49.     (W)     SCALED    
 DO0651* NAVD 88     -       318.417  (meters)    1044.67   (feet)  ADJUSTED  
 DO0651  ___________________________________________________________________
 DO0651  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DO0651  DYNAMIC HT  -         318.067 (meters)    1043.52  (feet)  COMP
 DO0651  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 DO0651
 DO0651  VERT ORDER  -  FIRST     CLASS II
 DO0651
 DO0651.The horizontal coordinates were scaled from a topographic map and have
 DO0651.an estimated accuracy of +/- 6 seconds.
 DO0651
 DO0651.The orthometric height was determined by differential leveling
 DO0651.and adjusted by the National Geodetic Survey in June 1991..
 DO0651
 DO0651.The geoid height was determined by GEOID03.
 DO0651
 DO0651.The dynamic height is computed by dividing the NAVD 88
 DO0651.geopotential number by the normal gravity value computed on the
 DO0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0651.degrees latitude (g = 980.6199 gals.).
 DO0651
 DO0651.The modeled gravity was interpolated from observed gravity values.
 DO0651
 DO0651;                    North         East    Units  Estimated Accuracy
 DO0651;SPC TXNC     - 2,256,390.      572,560.      MT  (+/- 180 meters Scaled)
 DO0651
 DO0651                          SUPERSEDED SURVEY CONTROL
 DO0651
 DO0651.No superseded survey control is available for this station.
 DO0651
 DO0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC187597(NAD 83)
 DO0651_MARKER: I = METAL ROD
 DO0651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO0651_SP_SET: STAINLESS STEEL ROD
 DO0651_STAMPING: A 1483 1984
 DO0651_MARK LOGO: NGS   
 DO0651_PROJECTION: FLUSH
 DO0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0651_ROD/PIPE-DEPTH: 4.0  meters
 DO0651
 DO0651  HISTORY     - Date     Condition        Report By
 DO0651  HISTORY     - 1984     MONUMENTED       NGS
 DO0651  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO0651
 DO0651                          STATION DESCRIPTION
 DO0651
 DO0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0651'29.8 KM (18.5 MI) NW FROM WICHITA FALLS.
 DO0651'29.8 KM (18.5 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0651'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, 0.7 KM (0.45 MI)
 DO0651'SOUTHEAST OF MILEPOST 133, 139.0 METERS (456.0 FT) NORTHWEST OF THE
 DO0651'NORTHEAST END OF A DOUBLE CONCRETE PIPE CULVERT, 119.0 METERS
 DO0651'(390.4 FT) NORTHEAST OF THE NEAR RAIL, AND 35.4 METERS (116.1 FT)
 DO0651'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF U.S.
 DO0651'HIGHWAY 287.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DO0651'CAP.
 DO0651'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DO0651'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DO0651
 DO0651                          STATION RECOVERY (2001)
 DO0651
 DO0651'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0543 ***********************************************************************
 EM0543  DESIGNATION -  A 1484
 EM0543  PID         -  EM0543
 EM0543  STATE/COUNTY-  TX/WILBARGER
 EM0543  USGS QUAD   -  VERNON (1983)
 EM0543
 EM0543                         *CURRENT SURVEY CONTROL
 EM0543  ___________________________________________________________________
 EM0543* NAD 83(1986)-  34 10 47.     (N)    099 19 27.     (W)     SCALED    
 EM0543* NAVD 88     -       366.245  (meters)    1201.59   (feet)  ADJUSTED  
 EM0543  ___________________________________________________________________
 EM0543  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0543  DYNAMIC HT  -         365.834 (meters)    1200.24  (feet)  COMP
 EM0543  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 EM0543
 EM0543  VERT ORDER  -  FIRST     CLASS II
 EM0543
 EM0543.The horizontal coordinates were scaled from a topographic map and have
 EM0543.an estimated accuracy of +/- 6 seconds.
 EM0543
 EM0543.The orthometric height was determined by differential leveling
 EM0543.and adjusted by the National Geodetic Survey in June 1991..
 EM0543
 EM0543.The geoid height was determined by GEOID03.
 EM0543
 EM0543.The dynamic height is computed by dividing the NAVD 88
 EM0543.geopotential number by the normal gravity value computed on the
 EM0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0543.degrees latitude (g = 980.6199 gals.).
 EM0543
 EM0543.The modeled gravity was interpolated from observed gravity values.
 EM0543
 EM0543;                    North         East    Units  Estimated Accuracy
 EM0543;SPC TXNC     - 2,278,990.      524,020.      MT  (+/- 180 meters Scaled)
 EM0543
 EM0543                          SUPERSEDED SURVEY CONTROL
 EM0543
 EM0543.No superseded survey control is available for this station.
 EM0543
 EM0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC701821(NAD 83)
 EM0543_MARKER: DB = BENCH MARK DISK
 EM0543_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0543_SP_SET: ABUTMENT
 EM0543_STAMPING: A 1484 1984
 EM0543_MARK LOGO: NGS   
 EM0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0543+STABILITY: POSITION/ELEVATION WELL
 EM0543
 EM0543  HISTORY     - Date     Condition        Report By
 EM0543  HISTORY     - 1984     MONUMENTED       NGS
 EM0543
 EM0543                          STATION DESCRIPTION
 EM0543
 EM0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0543'4.4 KM (2.75 MI) NW FROM VERNON.
 EM0543'3.2 KM (2.0 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0543'FROM THE STATION IN VERNON, THENCE 1.2 KM (0.75 MI) NORTHWESTERLY
 EM0543'ALONG U.S. HIGHWAY 287, IN TOP OF AND 1.4 METERS (4.6 FT) EAST OF THE
 EM0543'WEST END OF THE NORTH CONCRETE ABUTMENT OF THE SOUTHEAST BOUND LANES
 EM0543'OF A HIGHWAY BRIDGE OVER THE PEASE RIVER, AND 7.7 METERS (25.3 FT)
 EM0543'WEST OF THE CENTERLINE OF THE HIGHWAY.
 EM0543'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0964 ***********************************************************************
 CT0964  DESIGNATION -  A 1485
 CT0964  PID         -  CT0964
 CT0964  STATE/COUNTY-  TX/CALLAHAN
 CT0964  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0964
 CT0964                         *CURRENT SURVEY CONTROL
 CT0964  ___________________________________________________________________
 CT0964* NAD 83(1986)-  32 25 28.     (N)    099 33 41.     (W)     SCALED    
 CT0964* NAVD 88     -       598.936  (meters)    1965.01   (feet)  ADJUSTED  
 CT0964  ___________________________________________________________________
 CT0964  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CT0964  DYNAMIC HT  -         598.153 (meters)    1962.44  (feet)  COMP
 CT0964  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 CT0964
 CT0964  VERT ORDER  -  FIRST     CLASS II
 CT0964
 CT0964.The horizontal coordinates were scaled from a topographic map and have
 CT0964.an estimated accuracy of +/- 6 seconds.
 CT0964
 CT0964.The orthometric height was determined by differential leveling
 CT0964.and adjusted by the National Geodetic Survey in June 1991..
 CT0964
 CT0964.The geoid height was determined by GEOID03.
 CT0964
 CT0964.The dynamic height is computed by dividing the NAVD 88
 CT0964.geopotential number by the normal gravity value computed on the
 CT0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0964.degrees latitude (g = 980.6199 gals.).
 CT0964
 CT0964.The modeled gravity was interpolated from observed gravity values.
 CT0964
 CT0964;                    North         East    Units  Estimated Accuracy
 CT0964;SPC TXNC     - 2,084,540.      500,180.      MT  (+/- 180 meters Scaled)
 CT0964
 CT0964                          SUPERSEDED SURVEY CONTROL
 CT0964
 CT0964.No superseded survey control is available for this station.
 CT0964
 CT0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA472876(NAD 83)
 CT0964_MARKER: DB = BENCH MARK DISK
 CT0964_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0964_SP_SET: ABUTMENT
 CT0964_STAMPING: A 1485 1984
 CT0964_MARK LOGO: NGS   
 CT0964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0964+STABILITY: POSITION/ELEVATION WELL
 CT0964
 CT0964  HISTORY     - Date     Condition        Report By
 CT0964  HISTORY     - 1984     MONUMENTED       NGS
 CT0964  HISTORY     - 20011013 GOOD             USPSQD
 CT0964
 CT0964                          STATION DESCRIPTION
 CT0964
 CT0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 CT0964'18.7 KM (11.65 MI) EAST FROM ABILENE.
 CT0964'17.2 KM (10.7 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0964'THE RAILROAD STATION IN ABILENE, THENCE 1.5 KM (0.95 MI) NORTH ALONG
 CT0964'FARM ROAD 603, IN TOP OF AND 0.3 METER (1.0 FT) EAST OF THE WEST END
 CT0964'OF THE SOUTH CONCRETE ABUTMENT OF THE FARM ROAD OVERPASS OVER
 CT0964'INTERSTATE HIGHWAY 20, AND 4.0 METERS (13.1 FT) WEST OF THE CENTER OF
 CT0964'THE ROAD.
 CT0964'THE MARK IS 0.2 M ABOVE THE ROAD.
 CT0964
 CT0964                          STATION RECOVERY (2001)
 CT0964
 CT0964'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0944 ***********************************************************************
 DN0944  DESIGNATION -  A 1486
 DN0944  PID         -  DN0944
 DN0944  STATE/COUNTY-  TX/MONTAGUE
 DN0944  USGS QUAD   -  BOWIE (1978)
 DN0944
 DN0944                         *CURRENT SURVEY CONTROL
 DN0944  ___________________________________________________________________
 DN0944* NAD 83(1986)-  33 33 53.     (N)    097 51 51.     (W)     SCALED    
 DN0944* NAVD 88     -       333.356  (meters)    1093.69   (feet)  ADJUSTED  
 DN0944  ___________________________________________________________________
 DN0944  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0944  DYNAMIC HT  -         332.988 (meters)    1092.48  (feet)  COMP
 DN0944  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 DN0944
 DN0944  VERT ORDER  -  FIRST     CLASS II
 DN0944
 DN0944.The horizontal coordinates were scaled from a topographic map and have
 DN0944.an estimated accuracy of +/- 6 seconds.
 DN0944
 DN0944.The orthometric height was determined by differential leveling
 DN0944.and adjusted by the National Geodetic Survey in June 1991..
 DN0944
 DN0944.The geoid height was determined by GEOID03.
 DN0944
 DN0944.The dynamic height is computed by dividing the NAVD 88
 DN0944.geopotential number by the normal gravity value computed on the
 DN0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0944.degrees latitude (g = 980.6199 gals.).
 DN0944
 DN0944.The modeled gravity was interpolated from observed gravity values.
 DN0944
 DN0944;                    North         East    Units  Estimated Accuracy
 DN0944;SPC TXNC     - 2,210,660.      659,030.      MT  (+/- 180 meters Scaled)
 DN0944
 DN0944                          SUPERSEDED SURVEY CONTROL
 DN0944
 DN0944.No superseded survey control is available for this station.
 DN0944
 DN0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC054144(NAD 83)
 DN0944_MARKER: DB = BENCH MARK DISK
 DN0944_SETTING: 66 = SET IN ROCK OUTCROP
 DN0944_SP_SET: ROCK OUTCROP
 DN0944_STAMPING: A 1486 1984
 DN0944_MARK LOGO: NGS   
 DN0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0944+STABILITY: POSITION/ELEVATION WELL
 DN0944
 DN0944  HISTORY     - Date     Condition        Report By
 DN0944  HISTORY     - 1984     MONUMENTED       NGS
 DN0944  HISTORY     - 1984     GOOD             NGS
 DN0944  HISTORY     - 19961130 MARK NOT FOUND   USPSQD
 DN0944
 DN0944                          STATION DESCRIPTION
 DN0944
 DN0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0944'1.6 KM (1.0 MI) NW FROM BOWIE.
 DN0944'1.6 KM (1.0 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0944'FROM THE STATION IN BOWIE, ON TOP OF A 150 FT EXPOSED AREA OF BEDROCK
 DN0944'IN A RAILROAD CUT, 4.6 METERS (15.1 FT) SOUTHWEST OF THE NEAR RAIL,
 DN0944'30.6 M (100.4 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD, 22.0 METERS
 DN0944'(72.2 FT) SOUTHEAST OF THE NORTHWEST END OF THE CUT, 19.0 METERS
 DN0944'(62.3 FT) SOUTHEAST OF A UTILITY POLE, AND 1.0 METER (3.3 FT)
 DN0944'SOUTHWEST OF THE EDGE OF THE CUT.
 DN0944'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 DN0944'THE MARK IS 3.0 M ABOVE THE TRACKS.
 DN0944
 DN0944                          STATION RECOVERY (1984)
 DN0944
 DN0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0944'RECOVERED IN GOOD CONDITION.
 DN0944
 DN0944                          STATION RECOVERY (1996)
 DN0944
 DN0944'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0544 ***********************************************************************
 EM0544  DESIGNATION -  A 1487
 EM0544  PID         -  EM0544
 EM0544  STATE/COUNTY-  TX/WILBARGER
 EM0544  USGS QUAD   -  VERNON (1983)
 EM0544
 EM0544                         *CURRENT SURVEY CONTROL
 EM0544  ___________________________________________________________________
 EM0544* NAD 83(1986)-  34 11 51.     (N)    099 21 30.     (W)     SCALED    
 EM0544* NAVD 88     -       385.303  (meters)    1264.11   (feet)  ADJUSTED  
 EM0544  ___________________________________________________________________
 EM0544  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0544  DYNAMIC HT  -         384.870 (meters)    1262.69  (feet)  COMP
 EM0544  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 EM0544
 EM0544  VERT ORDER  -  FIRST     CLASS II
 EM0544
 EM0544.The horizontal coordinates were scaled from a topographic map and have
 EM0544.an estimated accuracy of +/- 6 seconds.
 EM0544
 EM0544.The orthometric height was determined by differential leveling
 EM0544.and adjusted by the National Geodetic Survey in June 1991..
 EM0544
 EM0544.The geoid height was determined by GEOID03.
 EM0544
 EM0544.The dynamic height is computed by dividing the NAVD 88
 EM0544.geopotential number by the normal gravity value computed on the
 EM0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0544.degrees latitude (g = 980.6199 gals.).
 EM0544
 EM0544.The modeled gravity was interpolated from observed gravity values.
 EM0544
 EM0544;                    North         East    Units  Estimated Accuracy
 EM0544;SPC TXNC     - 2,280,990.      520,880.      MT  (+/- 180 meters Scaled)
 EM0544
 EM0544                          SUPERSEDED SURVEY CONTROL
 EM0544
 EM0544.No superseded survey control is available for this station.
 EM0544
 EM0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC669841(NAD 83)
 EM0544_MARKER: I = METAL ROD
 EM0544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0544_SP_SET: STAINLESS STEEL ROD
 EM0544_STAMPING: A 1487 1984
 EM0544_MARK LOGO: NGS   
 EM0544_PROJECTION: FLUSH
 EM0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0544_ROD/PIPE-DEPTH: 4.0  meters
 EM0544
 EM0544  HISTORY     - Date     Condition        Report By
 EM0544  HISTORY     - 1984     MONUMENTED       NGS
 EM0544
 EM0544                          STATION DESCRIPTION
 EM0544
 EM0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0544'8.3 KM (5.15 MI) NW FROM VERNON.
 EM0544'8.3 KM (5.15 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0544'FROM THE STATION IN VERNON, 0.6 KM (0.35 MI) SOUTHEAST OF MILEPOST
 EM0544'169, AT A POWERLINE CROSSING THE TRACKS, 15.6 METERS (51.2 FT)
 EM0544'SOUTHWEST OF THE NEAR RAIL,  14.9 KM (48.9 FT) NORTHEAST OF A FENCE,
 EM0544'AND 1.4 METERS (4.6 FT) NORTHWEST OF A UTILITY POLE WITH 6 GUY WIRES.
 EM0544'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EM0544'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1560 ***********************************************************************
 FL1560  DESIGNATION -  A 1488
 FL1560  PID         -  FL1560
 FL1560  STATE/COUNTY-  TX/POTTER
 FL1560  USGS QUAD   -  CLIFFSIDE (1973)
 FL1560
 FL1560                         *CURRENT SURVEY CONTROL
 FL1560  ___________________________________________________________________
 FL1560* NAD 83(1986)-  35 15 49.     (N)    101 58 43.     (W)     SCALED    
 FL1560* NAVD 88     -      1114.231  (meters)    3655.61   (feet)  ADJUSTED  
 FL1560  ___________________________________________________________________
 FL1560  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 FL1560  DYNAMIC HT  -        1112.909 (meters)    3651.27  (feet)  COMP
 FL1560  MODELED GRAV-     979,408.5   (mgal)                       NAVD 88
 FL1560
 FL1560  VERT ORDER  -  FIRST     CLASS II
 FL1560
 FL1560.The horizontal coordinates were scaled from a topographic map and have
 FL1560.an estimated accuracy of +/- 6 seconds.
 FL1560
 FL1560.The orthometric height was determined by differential leveling
 FL1560.and adjusted by the National Geodetic Survey in June 1991..
 FL1560
 FL1560.The geoid height was determined by GEOID03.
 FL1560
 FL1560.The dynamic height is computed by dividing the NAVD 88
 FL1560.geopotential number by the normal gravity value computed on the
 FL1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1560.degrees latitude (g = 980.6199 gals.).
 FL1560
 FL1560.The modeled gravity was interpolated from observed gravity values.
 FL1560
 FL1560;                    North         East    Units  Estimated Accuracy
 FL1560;SPC TX N     - 1,140,290.      156,450.      MT  (+/- 180 meters Scaled)
 FL1560
 FL1560                          SUPERSEDED SURVEY CONTROL
 FL1560
 FL1560.No superseded survey control is available for this station.
 FL1560
 FL1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE290063(NAD 83)
 FL1560_MARKER: I = METAL ROD
 FL1560_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FL1560_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FL1560_STAMPING: A 1488 1985
 FL1560_MARK LOGO: NGS   
 FL1560_PROJECTION: FLUSH
 FL1560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1560+STABILITY: POSITION/ELEVATION WELL
 FL1560_ROD/PIPE-DEPTH: 10.1 meters
 FL1560_SLEEVE-DEPTH  : 9.1 meters
 FL1560
 FL1560  HISTORY     - Date     Condition        Report By
 FL1560  HISTORY     - 1985     MONUMENTED       NGS
 FL1560
 FL1560                          STATION DESCRIPTION
 FL1560
 FL1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1560'9.6 KM (5.95 MI) NW FROM AMARILLO.
 FL1560'9.6 KM (5.95 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION
 FL1560'WITH U.S. HIGHWAY 66 IN AMARILLO, 36.9 M (121.1 FT) NORTHWEST OF THE
 FL1560'EXTENDED CENTER OF ESTATES DRIVE, 18.0 M (59.1 FT) NORTHEAST OF THE
 FL1560'CENTERLINE OF THE ROAD, AND 9.8 M (32.2 FT) NORTHWEST OF A T-FENCE
 FL1560'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FL1560'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST AND FENCE
 FL1560'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0601 ***********************************************************************
 EN0601  DESIGNATION -  A 1489
 EN0601  PID         -  EN0601
 EN0601  STATE/COUNTY-  TX/HALL
 EN0601  USGS QUAD   -  ESTELLINE NW (1984)
 EN0601
 EN0601                         *CURRENT SURVEY CONTROL
 EN0601  ___________________________________________________________________
 EN0601* NAD 83(1986)-  34 38 40.     (N)    100 28 39.     (W)     SCALED    
 EN0601* NAVD 88     -       589.453  (meters)    1933.90   (feet)  ADJUSTED  
 EN0601  ___________________________________________________________________
 EN0601  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EN0601  DYNAMIC HT  -         588.791 (meters)    1931.73  (feet)  COMP
 EN0601  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 EN0601
 EN0601  VERT ORDER  -  FIRST     CLASS II
 EN0601
 EN0601.The horizontal coordinates were scaled from a topographic map and have
 EN0601.an estimated accuracy of +/- 6 seconds.
 EN0601
 EN0601.The orthometric height was determined by differential leveling
 EN0601.and adjusted by the National Geodetic Survey in June 1991..
 EN0601
 EN0601.The geoid height was determined by GEOID03.
 EN0601
 EN0601.The dynamic height is computed by dividing the NAVD 88
 EN0601.geopotential number by the normal gravity value computed on the
 EN0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0601.degrees latitude (g = 980.6199 gals.).
 EN0601
 EN0601.The modeled gravity was interpolated from observed gravity values.
 EN0601
 EN0601;                    North         East    Units  Estimated Accuracy
 EN0601;SPC TX N     - 1,071,980.      293,740.      MT  (+/- 180 meters Scaled)
 EN0601
 EN0601                          SUPERSEDED SURVEY CONTROL
 EN0601
 EN0601.No superseded survey control is available for this station.
 EN0601
 EN0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD645346(NAD 83)
 EN0601_MARKER: I = METAL ROD
 EN0601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0601_SP_SET: STAINLESS STEEL ROD
 EN0601_STAMPING: A 1489 1984
 EN0601_MARK LOGO: NGS   
 EN0601_PROJECTION: FLUSH
 EN0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0601_ROD/PIPE-DEPTH: 9.2  meters
 EN0601
 EN0601  HISTORY     - Date     Condition        Report By
 EN0601  HISTORY     - 1984     MONUMENTED       NGS
 EN0601
 EN0601                          STATION DESCRIPTION
 EN0601
 EN0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0601'10.6 KM (6.6 MI) SE FROM MEMPHIS.
 EN0601'10.6 KM (6.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0601'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 0.3 KM (0.2 MI) NORTH OF
 EN0601'RAILROAD MILEPOST 244, 37.5 M (123.0 FT) SOUTH OF THE CENTER OF A DIRT
 EN0601'ROAD LEADING EAST, 15.9 M (52.2 FT) EAST OF THE CENTERLINE OF THE
 EN0601'NORTHWEST BOUND LANES OF THE HIGHWAY, 12.6 M (41.3 FT) WEST OF THE
 EN0601'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND 1.3 M (4.3 FT)
 EN0601'SOUTH OF A UTILITY POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE DATUM
 EN0601'POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0601'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EN0601'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0664 ***********************************************************************
 BY0664  DESIGNATION -  A 149
 BY0664  PID         -  BY0664
 BY0664  STATE/COUNTY-  TX/ANGELINA
 BY0664  USGS QUAD   -  WELLS (1980)
 BY0664
 BY0664                         *CURRENT SURVEY CONTROL
 BY0664  ___________________________________________________________________
 BY0664* NAD 83(1986)-  31 27 57.     (N)    094 54 14.     (W)     SCALED    
 BY0664* NAVD 88     -        87.47   (+/-2cm)     287.0    (feet)  VERTCON   
 BY0664  ___________________________________________________________________
 BY0664  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY0664
 BY0664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0664
 BY0664.The horizontal coordinates were scaled from a topographic map and have
 BY0664.an estimated accuracy of +/- 6 seconds.
 BY0664
 BY0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0664.The vertical order pertains to the NGVD 29 superseded value.
 BY0664
 BY0664.The geoid height was determined by GEOID03.
 BY0664
 BY0664;                    North         East    Units  Estimated Accuracy
 BY0664;SPC TX C     - 3,212,040.    1,215,750.      MT  (+/- 180 meters Scaled)
 BY0664
 BY0664                          SUPERSEDED SURVEY CONTROL
 BY0664
 BY0664  NGVD 29 (??/??/92)   87.528  (m)          287.16   (f) ADJ UNCH    2 0
 BY0664
 BY0664.Superseded values are not recommended for survey control.
 BY0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0664.See file dsdata.txt to determine how the superseded data were derived.
 BY0664
 BY0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ191827(NAD 83)
 BY0664_MARKER: DB = BENCH MARK DISK
 BY0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0664_SP_SET: CULVERT
 BY0664_STAMPING: A 149 1938
 BY0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0664
 BY0664  HISTORY     - Date     Condition        Report By
 BY0664  HISTORY     - 1938     MONUMENTED       CGS
 BY0664
 BY0664                          STATION DESCRIPTION
 BY0664
 BY0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BY0664'2.7 MI SE FROM WELLS.
 BY0664'2.7 MILES SOUTHEAST OF WATER TOWER BY RAIL.  ON THE ST.L. AND S.W.
 BY0664'R.R. 2 POLES SOUTHEAST OF TEL. POLE NO. 622/0.  63.0 FT. SOUTHWEST OF
 BY0664'THE CENTER OF TRACK.  15.0 FT. NORTHEAST OF THE CENTER OF A TARVIA
 BY0664'ROAD.  ON TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL
 BY0664'OF A CONCRETE BOX ROAD CULVERT.  LEVEL WITH THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0622 ***********************************************************************
 EN0622  DESIGNATION -  A 1490
 EN0622  PID         -  EN0622
 EN0622  STATE/COUNTY-  TX/DONLEY
 EN0622  USGS QUAD   -  LELIA LAKE (1982)
 EN0622
 EN0622                         *CURRENT SURVEY CONTROL
 EN0622  ___________________________________________________________________
 EN0622* NAD 83(1986)-  34 54 41.     (N)    100 48 21.     (W)     SCALED    
 EN0622* NAVD 88     -       800.063  (meters)    2624.87   (feet)  ADJUSTED  
 EN0622  ___________________________________________________________________
 EN0622  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EN0622  DYNAMIC HT  -         799.142 (meters)    2621.85  (feet)  COMP
 EN0622  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 EN0622
 EN0622  VERT ORDER  -  FIRST     CLASS II
 EN0622
 EN0622.The horizontal coordinates were scaled from a topographic map and have
 EN0622.an estimated accuracy of +/- 6 seconds.
 EN0622
 EN0622.The orthometric height was determined by differential leveling
 EN0622.and adjusted by the National Geodetic Survey in June 1991..
 EN0622
 EN0622.The geoid height was determined by GEOID03.
 EN0622
 EN0622.The dynamic height is computed by dividing the NAVD 88
 EN0622.geopotential number by the normal gravity value computed on the
 EN0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0622.degrees latitude (g = 980.6199 gals.).
 EN0622
 EN0622.The modeled gravity was interpolated from observed gravity values.
 EN0622
 EN0622;                    North         East    Units  Estimated Accuracy
 EN0622;SPC TX N     - 1,101,330.      263,430.      MT  (+/- 180 meters Scaled)
 EN0622
 EN0622                          SUPERSEDED SURVEY CONTROL
 EN0622
 EN0622.No superseded survey control is available for this station.
 EN0622
 EN0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD350647(NAD 83)
 EN0622_MARKER: I = METAL ROD
 EN0622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0622_SP_SET: STAINLESS STEEL ROD
 EN0622_STAMPING: A 1490 1984
 EN0622_MARK LOGO: NGS   
 EN0622_PROJECTION: FLUSH
 EN0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0622+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0622_ROD/PIPE-DEPTH: 6.4  meters
 EN0622
 EN0622  HISTORY     - Date     Condition        Report By
 EN0622  HISTORY     - 1984     MONUMENTED       NGS
 EN0622  HISTORY     - 20040803 GOOD             USPSQD
 EN0622  HISTORY     - 20050804 GOOD             USPSQD
 EN0622
 EN0622                          STATION DESCRIPTION
 EN0622
 EN0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0622'9.2 KM (5.7 MI) SE FROM CLARENDON.
 EN0622'9.2 KM (5.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 EN0622'WITH STATE HIGHWAY 70 AT THE WEST EDGE OF CLARENDON, 36.0 M (118.1 FT)
 EN0622'WEST OF THE CENTER OF A GATE AND FIELD ENTRANCE, 18.5 M (60.7 FT)
 EN0622'SOUTH OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY,
 EN0622'AND 1.3 M (4.3 FT) NORTHEAST OF A UTILITY POLE WITH A GUY WIRE.
 EN0622'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0622'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EN0622'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EN0622
 EN0622                          STATION RECOVERY (2004)
 EN0622
 EN0622'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0622'RECOVERED IN GOOD CONDITION.
 EN0622
 EN0622                          STATION RECOVERY (2005)
 EN0622
 EN0622'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0622'FOUND AS DESCRIBED.  PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0589 ***********************************************************************
 EO0589  DESIGNATION -  A 1491
 EO0589  PID         -  EO0589
 EO0589  STATE/COUNTY-  TX/PARMER
 EO0589  USGS QUAD   -  OKLAHOMA LANE (1980)
 EO0589
 EO0589                         *CURRENT SURVEY CONTROL
 EO0589  ___________________________________________________________________
 EO0589* NAD 83(1986)-  34 26 52.     (N)    102 57 37.     (W)     SCALED    
 EO0589* NAVD 88     -      1270.457  (meters)    4168.16   (feet)  ADJUSTED  
 EO0589  ___________________________________________________________________
 EO0589  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 EO0589  DYNAMIC HT  -        1268.795 (meters)    4162.70  (feet)  COMP
 EO0589  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 EO0589
 EO0589  VERT ORDER  -  FIRST     CLASS II
 EO0589
 EO0589.The horizontal coordinates were scaled from a topographic map and have
 EO0589.an estimated accuracy of +/- 6 seconds.
 EO0589
 EO0589.The orthometric height was determined by differential leveling
 EO0589.and adjusted by the National Geodetic Survey in June 1991..
 EO0589
 EO0589.The geoid height was determined by GEOID03.
 EO0589
 EO0589.The dynamic height is computed by dividing the NAVD 88
 EO0589.geopotential number by the normal gravity value computed on the
 EO0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0589.degrees latitude (g = 980.6199 gals.).
 EO0589
 EO0589.The modeled gravity was interpolated from observed gravity values.
 EO0589
 EO0589;                    North         East    Units  Estimated Accuracy
 EO0589;SPC TX N     - 1,050,670.       65,800.      MT  (+/- 180 meters Scaled)
 EO0589
 EO0589                          SUPERSEDED SURVEY CONTROL
 EO0589
 EO0589.No superseded survey control is available for this station.
 EO0589
 EO0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU873136(NAD 83)
 EO0589_MARKER: I = METAL ROD
 EO0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0589_SP_SET: STAINLESS STEEL ROD
 EO0589_STAMPING: A 1491 1984
 EO0589_MARK LOGO: NGS   
 EO0589_PROJECTION: FLUSH
 EO0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0589_ROD/PIPE-DEPTH: 5.8  meters
 EO0589
 EO0589  HISTORY     - Date     Condition        Report By
 EO0589  HISTORY     - 1984     MONUMENTED       NGS
 EO0589
 EO0589                          STATION DESCRIPTION
 EO0589
 EO0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EO0589'10.3 KM (6.4 MI) NE FROM TEXICO NM.
 EO0589'10.3 KM (6.4 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0589'RAILROAD FROM THE STATION IN TEXICO, NEW MEXICO.  15.9 M (52.2 FT)
 EO0589'SOUTH OF MILEPOST 641, 9.9 M (32.5 FT) SOUTHEAST OF THE NEAR RAIL, AND
 EO0589'2.2 M (7.2 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 EO0589'POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0589'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EO0589'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1587 ***********************************************************************
 FL1587  DESIGNATION -  A 1492
 FL1587  PID         -  FL1587
 FL1587  STATE/COUNTY-  TX/POTTER
 FL1587  USGS QUAD   -  PULLMAN (1973)
 FL1587
 FL1587                         *CURRENT SURVEY CONTROL
 FL1587  ___________________________________________________________________
 FL1587* NAD 83(1986)-  35 11 33.     (N)    101 44 33.     (W)     SCALED    
 FL1587* NAVD 88     -      1090.085  (meters)    3576.39   (feet)  ADJUSTED  
 FL1587  ___________________________________________________________________
 FL1587  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL1587  DYNAMIC HT  -        1088.789 (meters)    3572.14  (feet)  COMP
 FL1587  MODELED GRAV-     979,407.8   (mgal)                       NAVD 88
 FL1587
 FL1587  VERT ORDER  -  FIRST     CLASS II
 FL1587
 FL1587.The horizontal coordinates were scaled from a topographic map and have
 FL1587.an estimated accuracy of +/- 6 seconds.
 FL1587
 FL1587.The orthometric height was determined by differential leveling
 FL1587.and adjusted by the National Geodetic Survey in June 1991..
 FL1587
 FL1587.The geoid height was determined by GEOID03.
 FL1587
 FL1587.The dynamic height is computed by dividing the NAVD 88
 FL1587.geopotential number by the normal gravity value computed on the
 FL1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1587.degrees latitude (g = 980.6199 gals.).
 FL1587
 FL1587.The modeled gravity was interpolated from observed gravity values.
 FL1587
 FL1587;                    North         East    Units  Estimated Accuracy
 FL1587;SPC TX N     - 1,132,320.      177,920.      MT  (+/- 180 meters Scaled)
 FL1587
 FL1587                          SUPERSEDED SURVEY CONTROL
 FL1587
 FL1587.No superseded survey control is available for this station.
 FL1587
 FL1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD502978(NAD 83)
 FL1587_MARKER: DB = BENCH MARK DISK
 FL1587_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1587_SP_SET: PIER
 FL1587_STAMPING: A 1492 1984
 FL1587_MARK LOGO: NGS   
 FL1587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1587+STABILITY: POSITION/ELEVATION WELL
 FL1587
 FL1587  HISTORY     - Date     Condition        Report By
 FL1587  HISTORY     - 1984     MONUMENTED       NGS
 FL1587  HISTORY     - 20040804 GOOD             USPSQD
 FL1587  HISTORY     - 20050805 GOOD             USPSQD
 FL1587
 FL1587                          STATION DESCRIPTION
 FL1587
 FL1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1587'9.0 KM (5.6 MI) EAST FROM AMARILLO.
 FL1587'9.0 KM (5.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FL1587'JUNCTION WITH INTERSTATE HIGHWAY 27 IN AMARILLO, SET VERTICALLY IN
 FL1587'THE SOUTH FACE OF THE MOST SOUTHERLY 1 OF 8 COLUMNS OF THE FIRST PIER
 FL1587'EAST OF THE WEST ABUTMENT OF THE HIGHWAY BRIDGE OVERPASS OF LOOP
 FL1587'HIGHWAY 335 (EXIT 75), 10.5 M (34.4 FT) WEST OF THE CENTERLINE OF THE
 FL1587'SOUTH BOUND LANES OF THE LOOP HIGHWAY, AND 6.4 M (21.0 FT) SOUTH OF
 FL1587'THE CENTER OF THE EAST BOUND LANES OF THE INTERSTATE HIGHWAY.
 FL1587'THE MARK IS 1.3 M ABOVE THE GROUND.
 FL1587
 FL1587                          STATION RECOVERY (2004)
 FL1587
 FL1587'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1587'RECOVERED IN GOOD CONDITION.
 FL1587
 FL1587                          STATION RECOVERY (2005)
 FL1587
 FL1587'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1587'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0811 ***********************************************************************
 FM0811  DESIGNATION -  A 1493
 FM0811  PID         -  FM0811
 FM0811  STATE/COUNTY-  TX/POTTER
 FM0811  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0811
 FM0811                         *CURRENT SURVEY CONTROL
 FM0811  ___________________________________________________________________
 FM0811* NAD 83(1986)-  35 21 34.     (N)    102 05 35.     (W)     SCALED    
 FM0811* NAVD 88     -      1053.963  (meters)    3457.88   (feet)  ADJUSTED  
 FM0811  ___________________________________________________________________
 FM0811  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FM0811  DYNAMIC HT  -        1052.719 (meters)    3453.80  (feet)  COMP
 FM0811  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 FM0811
 FM0811  VERT ORDER  -  FIRST     CLASS II
 FM0811
 FM0811.The horizontal coordinates were scaled from a topographic map and have
 FM0811.an estimated accuracy of +/- 6 seconds.
 FM0811
 FM0811.The orthometric height was determined by differential leveling
 FM0811.and adjusted by the National Geodetic Survey in June 1991..
 FM0811
 FM0811.The geoid height was determined by GEOID03.
 FM0811
 FM0811.The dynamic height is computed by dividing the NAVD 88
 FM0811.geopotential number by the normal gravity value computed on the
 FM0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0811.degrees latitude (g = 980.6199 gals.).
 FM0811
 FM0811.The modeled gravity was interpolated from observed gravity values.
 FM0811
 FM0811;                    North         East    Units  Estimated Accuracy
 FM0811;SPC TX N     - 1,150,970.      146,100.      MT  (+/- 180 meters Scaled)
 FM0811
 FM0811                          SUPERSEDED SURVEY CONTROL
 FM0811
 FM0811.No superseded survey control is available for this station.
 FM0811
 FM0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV641167(NAD 83)
 FM0811_MARKER: DB = BENCH MARK DISK
 FM0811_SETTING: 66 = SET IN ROCK OUTCROP
 FM0811_SP_SET: ROCK OUTCROP
 FM0811_STAMPING: A 1493 1985
 FM0811_MARK LOGO: NGS   
 FM0811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0811+STABILITY: POSITION/ELEVATION WELL
 FM0811
 FM0811  HISTORY     - Date     Condition        Report By
 FM0811  HISTORY     - 1985     MONUMENTED       NGS
 FM0811
 FM0811                          STATION DESCRIPTION
 FM0811
 FM0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0811'26.6 KM (16.5 MI) NW FROM AMARILLO.
 FM0811'26.6 KM (16.5 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0811'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, NEAR THE CENTER OF THE
 FM0811'NORTHERN 1/3 OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 1.1 KM
 FM0811'(0.7 MI) SOUTH OF A MICROWAVE TOWER, 95.0 M (311.7 FT) SOUTH OF THE
 FM0811'NORTH END OF THE CUT, 10.7 M (35.1 FT) WEST OF THE CENTERLINE OF THE
 FM0811'ROAD, AND 5.2 M (17.1 FT) EAST OF A FENCE.
 FM0811'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FM0811'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1553 ***********************************************************************
 FL1553  DESIGNATION -  A 1494
 FL1553  PID         -  FL1553
 FL1553  STATE/COUNTY-  TX/POTTER
 FL1553  USGS QUAD   -  AMARILLO WEST (1973)
 FL1553
 FL1553                         *CURRENT SURVEY CONTROL
 FL1553  ___________________________________________________________________
 FL1553* NAD 83(1986)-  35 13 52.     (N)    101 55 07.     (W)     SCALED    
 FL1553* NAVD 88     -      1086.829  (meters)    3565.70   (feet)  ADJUSTED  
 FL1553  ___________________________________________________________________
 FL1553  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FL1553  DYNAMIC HT  -        1085.540 (meters)    3561.48  (feet)  COMP
 FL1553  MODELED GRAV-     979,411.5   (mgal)                       NAVD 88
 FL1553
 FL1553  VERT ORDER  -  FIRST     CLASS II
 FL1553
 FL1553.The horizontal coordinates were scaled from a topographic map and have
 FL1553.an estimated accuracy of +/- 6 seconds.
 FL1553
 FL1553.The orthometric height was determined by differential leveling
 FL1553.and adjusted by the National Geodetic Survey in June 1991..
 FL1553
 FL1553.The geoid height was determined by GEOID03.
 FL1553
 FL1553.The dynamic height is computed by dividing the NAVD 88
 FL1553.geopotential number by the normal gravity value computed on the
 FL1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1553.degrees latitude (g = 980.6199 gals.).
 FL1553
 FL1553.The modeled gravity was interpolated from observed gravity values.
 FL1553
 FL1553;                    North         East    Units  Estimated Accuracy
 FL1553;SPC TX N     - 1,136,660.      161,900.      MT  (+/- 180 meters Scaled)
 FL1553
 FL1553                          SUPERSEDED SURVEY CONTROL
 FL1553
 FL1553.No superseded survey control is available for this station.
 FL1553
 FL1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE343025(NAD 83)
 FL1553_MARKER: I = METAL ROD
 FL1553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1553_SP_SET: STAINLESS STEEL ROD
 FL1553_STAMPING: A 1494 1985
 FL1553_MARK LOGO: NGS   
 FL1553_PROJECTION: FLUSH
 FL1553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1553_ROD/PIPE-DEPTH: 6.0  meters
 FL1553
 FL1553  HISTORY     - Date     Condition        Report By
 FL1553  HISTORY     - 1985     MONUMENTED       NGS
 FL1553
 FL1553                          STATION DESCRIPTION
 FL1553
 FL1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1553'2.7 KM (1.7 MI) NW FROM AMARILLO.
 FL1553'2.7 KM (1.7 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION
 FL1553'WITH U.S. HIGHWAY 66 IN AMARILLO, 78.3 M (256.9 FT) NORTHWEST OF THE
 FL1553'CENTER OF A PAVED ROAD LEADING NORTHEAST INTO A HOUSING PROJECT, AND
 FL1553'17.8 M (58.4 FT) SOUTHWEST OF THE CENTERLINE OF THE RANCH ROAD.
 FL1553'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FL1553'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 FL1553'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0839 ***********************************************************************
 FM0839  DESIGNATION -  A 1495
 FM0839  PID         -  FM0839
 FM0839  STATE/COUNTY-  TX/HARTLEY
 FM0839  USGS QUAD   -  CHANNING (1971)
 FM0839
 FM0839                         *CURRENT SURVEY CONTROL
 FM0839  ___________________________________________________________________
 FM0839* NAD 83(1986)-  35 39 10.     (N)    102 20 08.     (W)     SCALED    
 FM0839* NAVD 88     -      1127.362  (meters)    3698.69   (feet)  ADJUSTED  
 FM0839  ___________________________________________________________________
 FM0839  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FM0839  DYNAMIC HT  -        1126.034 (meters)    3694.33  (feet)  COMP
 FM0839  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 FM0839
 FM0839  VERT ORDER  -  FIRST     CLASS II
 FM0839
 FM0839.The horizontal coordinates were scaled from a topographic map and have
 FM0839.an estimated accuracy of +/- 6 seconds.
 FM0839
 FM0839.The orthometric height was determined by differential leveling
 FM0839.and adjusted by the National Geodetic Survey in June 1991..
 FM0839
 FM0839.The geoid height was determined by GEOID03.
 FM0839
 FM0839.The dynamic height is computed by dividing the NAVD 88
 FM0839.geopotential number by the normal gravity value computed on the
 FM0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0839.degrees latitude (g = 980.6199 gals.).
 FM0839
 FM0839.The modeled gravity was interpolated from observed gravity values.
 FM0839
 FM0839;                    North         East    Units  Estimated Accuracy
 FM0839;SPC TX N     - 1,183,670.      124,340.      MT  (+/- 180 meters Scaled)
 FM0839
 FM0839                          SUPERSEDED SURVEY CONTROL
 FM0839
 FM0839.No superseded survey control is available for this station.
 FM0839
 FM0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV412487(NAD 83)
 FM0839_MARKER: I = METAL ROD
 FM0839_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FM0839_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FM0839_STAMPING: A 1495 1985
 FM0839_MARK LOGO: NGS   
 FM0839_PROJECTION: FLUSH
 FM0839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0839+STABILITY: POSITION/ELEVATION WELL
 FM0839_ROD/PIPE-DEPTH: 9.5  meters
 FM0839_SLEEVE-DEPTH  : 8.2 meters
 FM0839
 FM0839  HISTORY     - Date     Condition        Report By
 FM0839  HISTORY     - 1985     MONUMENTED       NGS
 FM0839
 FM0839                          STATION DESCRIPTION
 FM0839
 FM0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0839'50.5 KM (31.4 MI) SOUTH FROM DALHART.
 FM0839'50.5 KM (31.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0839'WITH U.S. HIGHWAY 54 IN DALHART, AT A UTILITY LINE CROSSING, 0.3 KM
 FM0839'(0.2 MI) SOUTH OF A DIRT ROAD LEADING SOUTH, 3.5 KM (2.15 MI) SOUTH OF
 FM0839'THE INTERSECTION OF FARM ROAD 767, 18.1 M (59.4 FT) SOUTHWEST OF THE
 FM0839'CENTERLINE OF THE HIGHWAY, 5.7 M (18.7 FT) SOUTHEAST OF THE CENTER OF
 FM0839'A GATE AND FIELD ENTRANCE, AND 4.0 M (13.1 FT) NORTHWEST OF A UTILITY
 FM0839'POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0839'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 FM0839'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1026 ***********************************************************************
 DN1026  DESIGNATION -  A 1496
 DN1026  PID         -  DN1026
 DN1026  STATE/COUNTY-  TX/HUNT
 DN1026  USGS QUAD   -  JOSEPHINE (1963)
 DN1026
 DN1026                         *CURRENT SURVEY CONTROL
 DN1026  ___________________________________________________________________
 DN1026* NAD 83(1986)-  33 00 27.     (N)    096 17 36.     (W)     SCALED    
 DN1026* NAVD 88     -       177.031  (meters)     580.81   (feet)  ADJUSTED  
 DN1026  ___________________________________________________________________
 DN1026  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 DN1026  DYNAMIC HT  -         176.837 (meters)     580.17  (feet)  COMP
 DN1026  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 DN1026
 DN1026  VERT ORDER  -  FIRST     CLASS II
 DN1026
 DN1026.The horizontal coordinates were scaled from a topographic map and have
 DN1026.an estimated accuracy of +/- 6 seconds.
 DN1026
 DN1026.The orthometric height was determined by differential leveling
 DN1026.and adjusted by the National Geodetic Survey in June 1991..
 DN1026
 DN1026.The geoid height was determined by GEOID03.
 DN1026
 DN1026.The dynamic height is computed by dividing the NAVD 88
 DN1026.geopotential number by the normal gravity value computed on the
 DN1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1026.degrees latitude (g = 980.6199 gals.).
 DN1026
 DN1026.The modeled gravity was interpolated from observed gravity values.
 DN1026
 DN1026;                    North         East    Units  Estimated Accuracy
 DN1026;SPC TXNC     - 2,150,850.      806,160.      MT  (+/- 180 meters Scaled)
 DN1026
 DN1026                          SUPERSEDED SURVEY CONTROL
 DN1026
 DN1026.No superseded survey control is available for this station.
 DN1026
 DN1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB528553(NAD 83)
 DN1026_MARKER: I = METAL ROD
 DN1026_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1026_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1026_STAMPING: A 1496 1986
 DN1026_MARK LOGO: NGS   
 DN1026_PROJECTION: FLUSH
 DN1026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1026+STABILITY: POSITION/ELEVATION WELL
 DN1026_ROD/PIPE-DEPTH: 15.8 meters
 DN1026_SLEEVE-DEPTH  : 12.4 meters
 DN1026
 DN1026  HISTORY     - Date     Condition        Report By
 DN1026  HISTORY     - 1986     MONUMENTED       NGS
 DN1026  HISTORY     - 19940421 GOOD             USPSQD
 DN1026
 DN1026                          STATION DESCRIPTION
 DN1026
 DN1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1026'8.8 KM (5.45 MI) SW FROM CADDO MILLS.
 DN1026'8.8 KM (5.45 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 66 FROM ITS WEST
 DN1026'JUNCTION WITH FARM ROAD 36 IN CADDO MILLS, 47.4 M (155.5 FT) NORTHEAST
 DN1026'OF THE CENTERLINE OF FARM ROAD 2642, 18.3 M (60.0 FT) SOUTHEAST OF THE
 DN1026'CENTERLINE OF THE HIGHWAY, AND 1.4 M (4.6 FT) NORTHEAST OF A FENCE
 DN1026'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1026'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST AND FENCE
 DN1026
 DN1026                          STATION RECOVERY (1994)
 DN1026
 DN1026'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1159 ***********************************************************************
 DM1159  DESIGNATION -  A 1497
 DM1159  PID         -  DM1159
 DM1159  STATE/COUNTY-  TX/BOWIE
 DM1159  USGS QUAD   -  TEXARKANA (1975)
 DM1159
 DM1159                         *CURRENT SURVEY CONTROL
 DM1159  ___________________________________________________________________
 DM1159* NAD 83(1986)-  33 26 32.     (N)    094 02 36.     (W)     SCALED    
 DM1159* NAVD 88     -       104.917  (meters)     344.22   (feet)  ADJUSTED  
 DM1159  ___________________________________________________________________
 DM1159  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM1159  DYNAMIC HT  -         104.806 (meters)     343.85  (feet)  COMP
 DM1159  MODELED GRAV-     979,573.9   (mgal)                       NAVD 88
 DM1159
 DM1159  VERT ORDER  -  FIRST     CLASS II
 DM1159
 DM1159.The horizontal coordinates were scaled from a topographic map and have
 DM1159.an estimated accuracy of +/- 6 seconds.
 DM1159
 DM1159.The orthometric height was determined by differential leveling
 DM1159.and adjusted by the National Geodetic Survey in June 1991..
 DM1159
 DM1159.The geoid height was determined by GEOID03.
 DM1159
 DM1159.The dynamic height is computed by dividing the NAVD 88
 DM1159.geopotential number by the normal gravity value computed on the
 DM1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1159.degrees latitude (g = 980.6199 gals.).
 DM1159
 DM1159.The modeled gravity was interpolated from observed gravity values.
 DM1159
 DM1159;                    North         East    Units  Estimated Accuracy
 DM1159;SPC TXNC     - 2,205,680.    1,014,230.      MT  (+/- 180 meters Scaled)
 DM1159
 DM1159                          SUPERSEDED SURVEY CONTROL
 DM1159
 DM1159.No superseded survey control is available for this station.
 DM1159
 DM1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT030008(NAD 83)
 DM1159_MARKER: I = METAL ROD
 DM1159_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1159_SP_SET: STAINLESS STEEL ROD
 DM1159_STAMPING: A 1497 1985
 DM1159_MARK LOGO: NGS   
 DM1159_PROJECTION: RECESSED 1 CENTIMETERS
 DM1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1159_ROD/PIPE-DEPTH: 4.2  meters
 DM1159
 DM1159  HISTORY     - Date     Condition        Report By
 DM1159  HISTORY     - 1985     MONUMENTED       NGS
 DM1159  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1159
 DM1159                          STATION DESCRIPTION
 DM1159
 DM1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1159'IN TEXARKANA.
 DM1159'IN TEXARKANA, AT THE JUNCTION OF STATELINE AVENUE AND WEST 27TH
 DM1159'STREET, 20.3 M (66.6 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 DM1159'LANES OF THE AVENUE, 11.4 M (37.4 FT) NORTHWEST OF THE NORTHEAST
 DM1159'CORNER OF A BRICK BUILDING, 5.3 M (17.4 FT) SOUTH OF THE CENTER OF
 DM1159'THE STREET, 4.8 M (15.7 FT) NORTH OF THE NORTH FACE AND CENTER OF THE
 DM1159'ENTRANCE INTO THE BUILDING, AND 0.8 M (2.6 FT) WEST OF A UTILITY
 DM1159'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1159'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DM1159
 DM1159                          STATION RECOVERY (1997)
 DM1159
 DM1159'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1018 ***********************************************************************
 DN1018  DESIGNATION -  A 1498
 DN1018  PID         -  DN1018
 DN1018  STATE/COUNTY-  TX/HUNT
 DN1018  USGS QUAD   -  GREENVILLE SW (1962)
 DN1018
 DN1018                         *CURRENT SURVEY CONTROL
 DN1018  ___________________________________________________________________
 DN1018* NAD 83(1986)-  33 07 17.     (N)    096 08 52.     (W)     SCALED    
 DN1018* NAVD 88     -       172.979  (meters)     567.52   (feet)  ADJUSTED  
 DN1018  ___________________________________________________________________
 DN1018  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 DN1018  DYNAMIC HT  -         172.790 (meters)     566.90  (feet)  COMP
 DN1018  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 DN1018
 DN1018  VERT ORDER  -  FIRST     CLASS II
 DN1018
 DN1018.The horizontal coordinates were scaled from a topographic map and have
 DN1018.an estimated accuracy of +/- 6 seconds.
 DN1018
 DN1018.The orthometric height was determined by differential leveling
 DN1018.and adjusted by the National Geodetic Survey in June 1991..
 DN1018
 DN1018.The geoid height was determined by GEOID03.
 DN1018
 DN1018.The dynamic height is computed by dividing the NAVD 88
 DN1018.geopotential number by the normal gravity value computed on the
 DN1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1018.degrees latitude (g = 980.6199 gals.).
 DN1018
 DN1018.The modeled gravity was interpolated from observed gravity values.
 DN1018
 DN1018;                    North         East    Units  Estimated Accuracy
 DN1018;SPC TXNC     - 2,163,770.      819,480.      MT  (+/- 180 meters Scaled)
 DN1018
 DN1018                          SUPERSEDED SURVEY CONTROL
 DN1018
 DN1018.No superseded survey control is available for this station.
 DN1018
 DN1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB661683(NAD 83)
 DN1018_MARKER: I = METAL ROD
 DN1018_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1018_SP_SET: STAINLESS STEEL ROD
 DN1018_STAMPING: A 1498 1986
 DN1018_MARK LOGO: NGS   
 DN1018_PROJECTION: FLUSH
 DN1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1018_ROD/PIPE-DEPTH: 7.3  meters
 DN1018
 DN1018  HISTORY     - Date     Condition        Report By
 DN1018  HISTORY     - 1986     MONUMENTED       NGS
 DN1018  HISTORY     - 19940422 GOOD             USPSQD
 DN1018
 DN1018                          STATION DESCRIPTION
 DN1018
 DN1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1018'7.3 KM (4.55 MI) SW FROM GREENVILLE.
 DN1018'3.0 KM (1.85 MI) WESTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 DN1018'IN GREENVILLE, THENCE 3.4 KM (2.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 69,
 DN1018'THENCE 0.9 KM (0.55 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 66, 14.5 M
 DN1018'(47.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.2 M (26.9 FT)
 DN1018'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING EAST, 2.4 M (7.9
 DN1018'FT) NORTHEAST OF A UTILITY PEDESTAL, AND 2.0 M (6.6 FT) SOUTHWEST OF A
 DN1018'UTILITY POLE AND FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 DN1018'THROUGH A 5-INCH LOGO CAP.
 DN1018'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 DN1018'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN1018
 DN1018                          STATION RECOVERY (1994)
 DN1018
 DN1018'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2559 ***********************************************************************
 CS2559  DESIGNATION -  A 1499
 CS2559  PID         -  CS2559
 CS2559  STATE/COUNTY-  TX/TARRANT
 CS2559  USGS QUAD   -  KENNEDALE (1981)
 CS2559
 CS2559                         *CURRENT SURVEY CONTROL
 CS2559  ___________________________________________________________________
 CS2559* NAD 83(1993)-  32 44 10.17138(N)    097 08 26.31960(W)     ADJUSTED  
 CS2559* NAVD 88     -       178.840  (meters)     586.74   (feet)  ADJUSTED  
 CS2559  ___________________________________________________________________
 CS2559  X           -    -667,579.830 (meters)                     COMP
 CS2559  Y           -  -5,328,828.633 (meters)                     COMP
 CS2559  Z           -   3,429,463.957 (meters)                     COMP
 CS2559  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 CS2559  ELLIP HEIGHT-         151.43  (meters)          (02/16/96) GPS OBS
 CS2559  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CS2559  DYNAMIC HT  -         178.633 (meters)     586.07  (feet)  COMP
 CS2559  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 CS2559
 CS2559  HORZ ORDER  -  THIRD
 CS2559  VERT ORDER  -  FIRST     CLASS II
 CS2559  ELLP ORDER  -  FIFTH     CLASS I
 CS2559
 CS2559.The horizontal coordinates were established by GPS observations
 CS2559.and adjusted by the National Geodetic Survey in February 1996..
 CS2559
 CS2559.The orthometric height was determined by differential leveling
 CS2559.and adjusted by the National Geodetic Survey in June 1991..
 CS2559
 CS2559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2559
 CS2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2559
 CS2559.The ellipsoidal height was determined by GPS observations
 CS2559.and is referenced to NAD 83.
 CS2559
 CS2559.The geoid height was determined by GEOID03.
 CS2559
 CS2559.The dynamic height is computed by dividing the NAVD 88
 CS2559.geopotential number by the normal gravity value computed on the
 CS2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2559.degrees latitude (g = 980.6199 gals.).
 CS2559
 CS2559.The modeled gravity was interpolated from observed gravity values.
 CS2559
 CS2559;                    North         East     Units Scale Factor Converg.
 CS2559;SPC TXNC     - 2,119,420.129   727,395.046   MT  0.99988769   +0 44 29.0
 CS2559;SPC TXNC     - 6,953,464.21  2,386,461.91   sFT  0.99988769   +0 44 29.0
 CS2559;UTM  14      - 3,623,567.127   674,221.180   MT  0.99997428   +1 00 20.7
 CS2559
 CS2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2559!SPC TXNC     -   0.99997623  x   0.99988769  =   0.99986392
 CS2559!UTM  14      -   0.99997623  x   0.99997428  =   0.99995051
 CS2559
 CS2559                          SUPERSEDED SURVEY CONTROL
 CS2559
 CS2559  NAD 83(1986)-  32 44 10.17529(N)    097 08 26.30483(W) AD(       ) 3
 CS2559  NAD 27      -  32 44 09.71122(N)    097 08 25.27444(W) AD(       ) 3
 CS2559  NGVD 29 (12/08/88)  178.82   (m)          586.7    (f) LEVELING    3  
 CS2559
 CS2559.Superseded values are not recommended for survey control.
 CS2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2559.See file dsdata.txt to determine how the superseded data were derived.
 CS2559
 CS2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7422123567(NAD 83)
 CS2559_MARKER: I = METAL ROD
 CS2559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2559_SP_SET: STAINLESS STEEL ROD
 CS2559_STAMPING: A 1499 1986
 CS2559_MARK LOGO: NGS   
 CS2559_PROJECTION: RECESSED 1 CENTIMETERS
 CS2559_MAGNETIC: I = MARKER IS A STEEL ROD
 CS2559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2559+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 CS2559_ROD/PIPE-DEPTH: 3.1  meters
 CS2559
 CS2559  HISTORY     - Date     Condition        Report By
 CS2559  HISTORY     - 1986     MONUMENTED       NGS
 CS2559  HISTORY     - 19880225 GOOD             NGS
 CS2559  HISTORY     - 19960921 GOOD             USPSQD
 CS2559
 CS2559                          STATION DESCRIPTION
 CS2559
 CS2559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2559'IN ARLINGTON.
 CS2559'IN ARLINGTON, AT THE INTERSECTION OF DIVISION STREET AND OAKWOOD LANE,
 CS2559'31.7 M (104.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 CS2559'THE STREET, 8.9 M (29.2 FT) SOUTH-SOUTHWEST OF A UTILITY POLE WITH 4
 CS2559'GUY WIRES, 8.2 M (26.9 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 CS2559'LANES OF THE LANE, AND 0.3 M (1.0 FT) WEST OF A FENCE CORNER.
 CS2559'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2559'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CS2559'THE MARK IS ABOVE LEVEL WITH THE LANE.
 CS2559
 CS2559                          STATION RECOVERY (1988)
 CS2559
 CS2559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 CS2559'RECOVERED IN GOOD CONDITION.
 CS2559
 CS2559                          STATION RECOVERY (1996)
 CS2559
 CS2559'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0004 ***********************************************************************
 CC0004  DESIGNATION -  A 15
 CC0004  PID         -  CC0004
 CC0004  STATE/COUNTY-  TX/MIDLAND
 CC0004  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0004
 CC0004                         *CURRENT SURVEY CONTROL
 CC0004  ___________________________________________________________________
 CC0004* NAD 83(1986)-  31 59 50.     (N)    102 04 32.     (W)     SCALED    
 CC0004* NAVD 88     -       845.857  (meters)    2775.12   (feet)  ADJUSTED  
 CC0004  ___________________________________________________________________
 CC0004  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CC0004  DYNAMIC HT  -         844.670 (meters)    2771.22  (feet)  COMP
 CC0004  MODELED GRAV-     979,207.4   (mgal)                       NAVD 88
 CC0004
 CC0004  VERT ORDER  -  FIRST     CLASS II
 CC0004
 CC0004.The horizontal coordinates were scaled from a topographic map and have
 CC0004.an estimated accuracy of +/- 6 seconds.
 CC0004
 CC0004.The orthometric height was determined by differential leveling
 CC0004.and adjusted by the National Geodetic Survey in June 1991..
 CC0004
 CC0004.The geoid height was determined by GEOID03.
 CC0004
 CC0004.The dynamic height is computed by dividing the NAVD 88
 CC0004.geopotential number by the normal gravity value computed on the
 CC0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0004.degrees latitude (g = 980.6199 gals.).
 CC0004
 CC0004.The modeled gravity was interpolated from observed gravity values.
 CC0004
 CC0004;                    North         East    Units  Estimated Accuracy
 CC0004;SPC TX C     - 3,259,660.      535,370.      MT  (+/- 180 meters Scaled)
 CC0004
 CC0004                          SUPERSEDED SURVEY CONTROL
 CC0004
 CC0004  NGVD 29 (??/??/92)  845.487  (m)         2773.90   (f) ADJ UNCH    1 2
 CC0004
 CC0004.Superseded values are not recommended for survey control.
 CC0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0004.See file dsdata.txt to determine how the superseded data were derived.
 CC0004
 CC0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR762438(NAD 83)
 CC0004_MARKER: Z = SEE DESCRIPTION
 CC0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0004+STABILITY: SURFACE MOTION
 CC0004
 CC0004  HISTORY     - Date     Condition        Report By
 CC0004  HISTORY     - UNK      MONUMENTED       CGS
 CC0004  HISTORY     - 1956     GOOD             NGS
 CC0004
 CC0004                          STATION DESCRIPTION
 CC0004
 CC0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0004'0.15 MI N FROM MIDLAND.
 CC0004'0.15 MILE NORTH ALONG NORTH LORAINE STREET FROM THE TEXAS AND PACIFIC
 CC0004'RAILROAD STATION AT MIDLAND, AT THE SOUTHEAST CORNER OF THE COURTHOUSE
 CC0004'YARD, 132.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE,
 CC0004'12.2 FEET NORTHWEST OF A FIRE HYDRANT, 12 FEET NORTH OF THE NORTH CURB
 CC0004'OF NORTH WALL AVENUE, 25 FEET WEST OF THE WEST CURB OF NORTH LORAINE
 CC0004'STREET, 3.5 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, IN THE TOP OF
 CC0004'A LIMESTONE POST WHICH IS 0.5 FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0035 ***********************************************************************
 AM0035  DESIGNATION -  A 15 F DOWCO
 AM0035  PID         -  AM0035
 AM0035  STATE/COUNTY-  TX/BRAZORIA
 AM0035  USGS QUAD   -  FREEPORT (1974)
 AM0035
 AM0035                         *CURRENT SURVEY CONTROL
 AM0035  ___________________________________________________________________
 AM0035* NAD 83(1986)-  28 57 22.     (N)    095 19 43.     (W)     SCALED    
 AM0035* NAVD 88     -         1.79   (+/-2cm)       5.9    (feet)  VERTCON   
 AM0035  ___________________________________________________________________
 AM0035  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0035
 AM0035  VERT ORDER  -  THIRD (See Below)
 AM0035
 AM0035.The horizontal coordinates were scaled from a topographic map and have
 AM0035.an estimated accuracy of +/- 6 seconds.
 AM0035
 AM0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0035.The vertical order pertains to the NGVD 29 superseded value.
 AM0035
 AM0035.The geoid height was determined by GEOID03.
 AM0035
 AM0035;                    North         East    Units  Estimated Accuracy
 AM0035;SPC TXSC     - 4,130,050.      957,790.      MT  (+/- 180 meters Scaled)
 AM0035
 AM0035                          SUPERSEDED SURVEY CONTROL
 AM0035
 AM0035  NGVD 29 (??/??/??)    1.81   (m)            5.9    (f) RESET       3  
 AM0035
 AM0035.Superseded values are not recommended for survey control.
 AM0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0035.See file dsdata.txt to determine how the superseded data were derived.
 AM0035
 AM0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN730053(NAD 83)
 AM0035_MARKER: DD = SURVEY DISK
 AM0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0035_SP_SET: CONCRETE SLAB
 AM0035_STAMPING: A-15-F
 AM0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0035
 AM0035  HISTORY     - Date     Condition        Report By
 AM0035  HISTORY     - UNK      MONUMENTED       DOWCO
 AM0035  HISTORY     - 1973     GOOD             NGS
 AM0035  HISTORY     - 1977     GOOD             NGS
 AM0035  HISTORY     - 1978     GOOD             NGS
 AM0035
 AM0035                          STATION DESCRIPTION
 AM0035
 AM0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0035'1.7 MI E FROM FREEPORT.
 AM0035'1.7 MILES EAST ALONG COUNTY ROAD 229 FROM THE JUNCTION OF VELASCO
 AM0035'BOULEVARD AT FREEPORT, AT THE JUNCTION OF A ROAD SOUTHWEST ACROSS
 AM0035'BRIDGE NO. 22, AT DOW PLANT A, AT ABANDONED WATER WELL NO. 15, IN THE
 AM0035'TOP OF THE CENTER OF THE SOUTHWEST END OF A 2- BY 5-FOOT CONCRETE SLAB
 AM0035'WHICH IS ATTACHED TO A 4 1/2-INCH WELL CASING, THE WELL IS 208 FEET
 AM0035'DEEP, AND THE SLAB PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, 260 FEET
 AM0035'SOUTH OF THE CENTER LINE OF COUNTY ROAD 229, 19.4 FEET SOUTH OF THE
 AM0035'WEST CORNER OF BUILDING NO. A-2501, 15.0 FEET SOUTH OF THE SOUTH FACE
 AM0035'OF THE BUILDING, 13 FEET SOUTH OF A POWER POLE SUPPORTING TWO FLOOD
 AM0035'LIGHTS, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 AM0035
 AM0035                          STATION RECOVERY (1977)
 AM0035
 AM0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0035'RECOVERED IN GOOD CONDITION.
 AM0035
 AM0035                          STATION RECOVERY (1978)
 AM0035
 AM0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0035'THIS BENCH MARK WAS RECOVERED IN GOOD CONDITION, UNABLE TO LEVEL
 AM0035'DUE TO HEAVY PIPE AND EQUIPMENT DIRECTLY OVER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5457 ***********************************************************************
 AW5457  DESIGNATION -  A 1500
 AW5457  PID         -  AW5457
 AW5457  STATE/COUNTY-  TX/HARRIS
 AW5457  USGS QUAD   -  CYPRESS (1995)
 AW5457
 AW5457                         *CURRENT SURVEY CONTROL
 AW5457  ___________________________________________________________________
 AW5457* NAD 83(1986)-  29 54 19.     (N)    095 37 55.     (W)     SCALED    
 AW5457* NAVD 88     -        39.630  (meters)     130.02   (feet)  ADJUSTED  
 AW5457  ___________________________________________________________________
 AW5457  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW5457  DYNAMIC HT  -          39.576 (meters)     129.84  (feet)  COMP
 AW5457  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 AW5457
 AW5457  VERT ORDER  -  FIRST     CLASS II
 AW5457
 AW5457.The horizontal coordinates were scaled from a topographic map and have
 AW5457.an estimated accuracy of +/- 6 seconds.
 AW5457
 AW5457.The orthometric height was determined by differential leveling
 AW5457.and adjusted by the National Geodetic Survey in June 1991..
 AW5457
 AW5457.The geoid height was determined by GEOID03.
 AW5457
 AW5457.The dynamic height is computed by dividing the NAVD 88
 AW5457.geopotential number by the normal gravity value computed on the
 AW5457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5457.degrees latitude (g = 980.6199 gals.).
 AW5457
 AW5457.The modeled gravity was interpolated from observed gravity values.
 AW5457
 AW5457;                    North         East    Units  Estimated Accuracy
 AW5457;SPC TXSC     - 4,234,310.      925,210.      MT  (+/- 180 meters Scaled)
 AW5457
 AW5457                          SUPERSEDED SURVEY CONTROL
 AW5457
 AW5457  NGVD 29 (12/23/87)   39.623  (m)          130.00   (f) ADJUSTED    1 2
 AW5457
 AW5457.Superseded values are not recommended for survey control.
 AW5457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5457.See file dsdata.txt to determine how the superseded data were derived.
 AW5457
 AW5457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP458112(NAD 83)
 AW5457_MARKER: I = METAL ROD
 AW5457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5457_SP_SET: STAINLESS STEEL ROD
 AW5457_STAMPING: A 1500 1986
 AW5457_MARK LOGO: NGS   
 AW5457_PROJECTION: RECESSED 2 CENTIMETERS
 AW5457_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW5457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5457+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 AW5457_ROD/PIPE-DEPTH: 11.3 meters
 AW5457
 AW5457  HISTORY     - Date     Condition        Report By
 AW5457  HISTORY     - 1986     MONUMENTED       NGS
 AW5457  HISTORY     - 19990819 GOOD             NGS
 AW5457  HISTORY     - 20040715 GOOD             USPSQD
 AW5457
 AW5457                          STATION DESCRIPTION
 AW5457
 AW5457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5457'13.8 KM (8.6 MI) NORTH FROM ADDICKS.
 AW5457'13.8 KM (8.55 MI) NORTHERLY ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 AW5457'WITH U.S. HIGHWAY 90 IN ADDICKS, 26.2 M (86.0 FT) SOUTHEAST OF THE
 AW5457'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 13.5 M (44.3 FT)
 AW5457'NORTHWEST OF A FIRE HYDRANT, 7.9 M (25.9 FT) SOUTHWEST OF THE CENTER
 AW5457'OF THE NORTHWEST BOUND LANES OF PEBBLE LAKE DRIVE, 7.0 M (23.0 FT)
 AW5457'NORTHEAST OF THE CENTER OF THE SOUTHEAST BOUND LANES, 4.1 M (13.5 FT)
 AW5457'SOUTHEAST OF THE SOUTHEAST END OF A BRICK SIGN, 3.3 M (10.8 FT)
 AW5457'NORTHEAST OF A CURB, AND 2.4 M (7.9 FT) SOUTHWEST OF A CURB.
 AW5457'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5457'THE MARK IS 0.2 M ABOVE THE DRIVE.
 AW5457
 AW5457                          STATION RECOVERY (1999)
 AW5457
 AW5457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (PJR)
 AW5457'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 AW5457
 AW5457                          STATION RECOVERY (2004)
 AW5457
 AW5457'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5457'4 INCHES BELOW THE GRASS.  MEASUREMENTS ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0971 ***********************************************************************
 DN0971  DESIGNATION -  A 1501
 DN0971  PID         -  DN0971
 DN0971  STATE/COUNTY-  TX/GRAYSON
 DN0971  USGS QUAD   -  DENISON DAM (1973)
 DN0971
 DN0971                         *CURRENT SURVEY CONTROL
 DN0971  ___________________________________________________________________
 DN0971* NAD 83(1986)-  33 48 33.     (N)    096 32 07.     (W)     SCALED    
 DN0971* NAVD 88     -       163.208  (meters)     535.46   (feet)  ADJUSTED  
 DN0971  ___________________________________________________________________
 DN0971  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DN0971  DYNAMIC HT  -         163.033 (meters)     534.88  (feet)  COMP
 DN0971  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DN0971
 DN0971  VERT ORDER  -  FIRST     CLASS II
 DN0971
 DN0971.The horizontal coordinates were scaled from a topographic map and have
 DN0971.an estimated accuracy of +/- 6 seconds.
 DN0971
 DN0971.The orthometric height was determined by differential leveling
 DN0971.and adjusted by the National Geodetic Survey in June 1991..
 DN0971
 DN0971.The geoid height was determined by GEOID03.
 DN0971
 DN0971.The dynamic height is computed by dividing the NAVD 88
 DN0971.geopotential number by the normal gravity value computed on the
 DN0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0971.degrees latitude (g = 980.6199 gals.).
 DN0971
 DN0971.The modeled gravity was interpolated from observed gravity values.
 DN0971
 DN0971;                    North         East    Units  Estimated Accuracy
 DN0971;SPC TXNC     - 2,239,290.      781,900.      MT  (+/- 180 meters Scaled)
 DN0971
 DN0971                          SUPERSEDED SURVEY CONTROL
 DN0971
 DN0971.No superseded survey control is available for this station.
 DN0971
 DN0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC281437(NAD 83)
 DN0971_MARKER: I = METAL ROD
 DN0971_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0971_SP_SET: STAINLESS STEEL ROD
 DN0971_STAMPING: A 1501 1986
 DN0971_MARK LOGO: NGS   
 DN0971_PROJECTION: PROJECTING 3 CENTIMETERS
 DN0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0971_ROD/PIPE-DEPTH: 7.3  meters
 DN0971
 DN0971  HISTORY     - Date     Condition        Report By
 DN0971  HISTORY     - 1986     MONUMENTED       NGS
 DN0971
 DN0971                          STATION DESCRIPTION
 DN0971
 DN0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0971'5.7 KM (3.55 MI) NORTH FROM DENISON.
 DN0971'5.7 KM (3.55 MI) NORTHERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION
 DN0971'WITH FARM ROAD 120 IN DENISON, 0.2 KM (0.1 MI) NORTH OF THE ENTRANCE
 DN0971'TO THE TEXAS TOURIST BUREAU, 90.5 M (296.9 FT) SOUTH OF THE CENTER OF
 DN0971'AN ENTRANCE TO THE J-M MANUFACTURING COMPANY, 13.4 M (44.0 FT) WEST OF
 DN0971'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND 0.5 M
 DN0971'(1.6 FT) SOUTH OF THE MOST EASTERLY 1 OF 3 LEGS OF A SIGN (TEXAS
 DN0971'TOURIST BUREAU).  NOTE--THE DATUM POINT IS STAMPED Z 212.
 DN0971'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0971'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 DN0971'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1031 ***********************************************************************
 DN1031  DESIGNATION -  A 1502
 DN1031  PID         -  DN1031
 DN1031  STATE/COUNTY-  TX/MONTAGUE
 DN1031  USGS QUAD   -  STONEBURG (1976)
 DN1031
 DN1031                         *CURRENT SURVEY CONTROL
 DN1031  ___________________________________________________________________
 DN1031* NAD 83(1986)-  33 38 11.     (N)    097 53 16.     (W)     SCALED    
 DN1031* NAVD 88     -       294.278  (meters)     965.48   (feet)  ADJUSTED  
 DN1031  ___________________________________________________________________
 DN1031  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DN1031  DYNAMIC HT  -         293.955 (meters)     964.42  (feet)  COMP
 DN1031  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 DN1031
 DN1031  VERT ORDER  -  FIRST     CLASS II
 DN1031
 DN1031.The horizontal coordinates were scaled from a topographic map and have
 DN1031.an estimated accuracy of +/- 6 seconds.
 DN1031
 DN1031.The orthometric height was determined by differential leveling
 DN1031.and adjusted by the National Geodetic Survey in June 1991..
 DN1031
 DN1031.The geoid height was determined by GEOID03.
 DN1031
 DN1031.The dynamic height is computed by dividing the NAVD 88
 DN1031.geopotential number by the normal gravity value computed on the
 DN1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1031.degrees latitude (g = 980.6199 gals.).
 DN1031
 DN1031.The modeled gravity was interpolated from observed gravity values.
 DN1031
 DN1031;                    North         East    Units  Estimated Accuracy
 DN1031;SPC TXNC     - 2,218,590.      656,800.      MT  (+/- 180 meters Scaled)
 DN1031
 DN1031                          SUPERSEDED SURVEY CONTROL
 DN1031
 DN1031.No superseded survey control is available for this station.
 DN1031
 DN1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC031223(NAD 83)
 DN1031_MARKER: I = METAL ROD
 DN1031_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN1031+WITH SETTING: INFORMATION.
 DN1031_SP_SET: SHALLOW-SET METAL ROD
 DN1031_STAMPING: A 1502 1986
 DN1031_MARK LOGO: NGS   
 DN1031_PROJECTION: PROJECTING 3 CENTIMETERS
 DN1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1031_ROD/PIPE-DEPTH: 2.6  meters
 DN1031
 DN1031  HISTORY     - Date     Condition        Report By
 DN1031  HISTORY     - 1986     MONUMENTED       NGS
 DN1031
 DN1031                          STATION DESCRIPTION
 DN1031
 DN1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1031'8.8 KM (5.45 MI) NORTH FROM BOWIE.
 DN1031'8.8 KM (5.45 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1031'WITH U.S. HIGHWAY 287 IN BOWIE, NORTHEAST OF AND ACROSS THE HIGHWAY
 DN1031'FROM A SMALL POND, 14.8 M (EAST-NORTHEAST OF THE CENTERLINE OF THE
 DN1031'HIGHWAY, AND  8.6 M (28.2 FT) SOUTH-SOUTHEAST OF THE CENTER OF A WIRE
 DN1031'GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1031'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 DN1031'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2441 ***********************************************************************
 BK2441  DESIGNATION -  A 1503
 BK2441  PID         -  BK2441
 BK2441  STATE/COUNTY-  TX/ORANGE
 BK2441  USGS QUAD   -  TERRY (1974)
 BK2441
 BK2441                         *CURRENT SURVEY CONTROL
 BK2441  ___________________________________________________________________
 BK2441* NAD 83(1986)-  30 05 57.     (N)    093 56 06.     (W)     SCALED    
 BK2441* NAVD 88     -         4.748  (meters)      15.58   (feet)  ADJUSTED  
 BK2441  ___________________________________________________________________
 BK2441  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK2441  DYNAMIC HT  -           4.742 (meters)      15.56  (feet)  COMP
 BK2441  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 BK2441
 BK2441  VERT ORDER  -  FIRST     CLASS II
 BK2441
 BK2441.The horizontal coordinates were scaled from a topographic map and have
 BK2441.an estimated accuracy of +/- 6 seconds.
 BK2441
 BK2441.The orthometric height was determined by differential leveling
 BK2441.and adjusted by the National Geodetic Survey in June 1991..
 BK2441
 BK2441.The geoid height was determined by GEOID03.
 BK2441
 BK2441.The dynamic height is computed by dividing the NAVD 88
 BK2441.geopotential number by the normal gravity value computed on the
 BK2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2441.degrees latitude (g = 980.6199 gals.).
 BK2441
 BK2441.The modeled gravity was interpolated from observed gravity values.
 BK2441
 BK2441;                    North         East    Units  Estimated Accuracy
 BK2441;SPC TX C     - 3,065,680.    1,316,400.      MT  (+/- 180 meters Scaled)
 BK2441
 BK2441                          SUPERSEDED SURVEY CONTROL
 BK2441
 BK2441.No superseded survey control is available for this station.
 BK2441
 BK2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP099301(NAD 83)
 BK2441_MARKER: I = METAL ROD
 BK2441_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2441_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK2441_STAMPING: A 1503 1986
 BK2441_MARK LOGO: NGS   
 BK2441_PROJECTION: FLUSH
 BK2441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2441+STABILITY: POSITION/ELEVATION WELL
 BK2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2441+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 BK2441_ROD/PIPE-DEPTH: 21.9 meters
 BK2441_SLEEVE-DEPTH  : 9.1 meters
 BK2441
 BK2441  HISTORY     - Date     Condition        Report By
 BK2441  HISTORY     - 1986     MONUMENTED       NGS
 BK2441  HISTORY     - 20010331 GOOD             USPSQD
 BK2441  HISTORY     - 20010709 GOOD             JCLS
 BK2441  HISTORY     - 20041009 GOOD             USPSQD
 BK2441  HISTORY     - 20060825 GOOD             INDIV
 BK2441
 BK2441                          STATION DESCRIPTION
 BK2441
 BK2441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2441'10.5 KM (6.5 MI) NE FROM VIDOR.
 BK2441'5.5 KM (3.4 MI) NORTHEAST ALONG INTERSTATE 10 FROM THE JUNCTION OF
 BK2441'FARM ROAD 105 IN VIDOR TO THE JUNCTION OF FARM ROAD 1135, THENCE 5.0
 BK2441'KM (3.1 MI) NORTHEAST ALONG FARM ROAD 1135 TO THE RAILROAD AND THE
 BK2441'MARK ON THE LEFT, 15.1 METERS (49.8 FT) SOUTH OF THE SOUTH RAIL, 13.5
 BK2441'METERS (44.5 FT) EAST OF THE CENTERLINE OF THE FARM ROAD, 3.0 METERS
 BK2441'(10.5 FT) NORTHEAST OF A FENCE CORNER POST, 2.5 METERS (8.5 FT) NORTH
 BK2441'OF THE FENCE LINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 BK2441'5-INCH LOGO CAP.
 BK2441'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 BK2441'THE MARK IS 0.61 M BELOW RAILROAD.
 BK2441
 BK2441                          STATION RECOVERY (2001)
 BK2441
 BK2441'RECOVERY NOTE BY US POWER SQUADRON 2001 (WRM)
 BK2441'RECOVERED IN GOOD CONDITION.
 BK2441
 BK2441                          STATION RECOVERY (2001)
 BK2441
 BK2441'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BK2441'RECOVERED IN GOOD CONDITION.
 BK2441
 BK2441                          STATION RECOVERY (2004)
 BK2441
 BK2441'RECOVERY NOTE BY US POWER SQUADRON 2004 (HW)
 BK2441'RECOVERED IN GOOD CONDITION.
 BK2441
 BK2441                          STATION RECOVERY (2006)
 BK2441
 BK2441'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 BK2441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5397 ***********************************************************************
 AW5397  DESIGNATION -  A 1504
 AW5397  PID         -  AW5397
 AW5397  STATE/COUNTY-  TX/HARRIS
 AW5397  USGS QUAD   -  ALMEDA (1995)
 AW5397
 AW5397                         *CURRENT SURVEY CONTROL
 AW5397  ___________________________________________________________________
 AW5397* NAD 83(1986)-  29 36 50.     (N)    095 27 54.     (W)     SCALED    
 AW5397* NAVD 88     -        16.908  (meters)      55.47   (feet)  ADJUSTED  
 AW5397  ___________________________________________________________________
 AW5397  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW5397  DYNAMIC HT  -          16.885 (meters)      55.40  (feet)  COMP
 AW5397  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 AW5397
 AW5397  VERT ORDER  -  FIRST     CLASS II
 AW5397
 AW5397.The horizontal coordinates were scaled from a topographic map and have
 AW5397.an estimated accuracy of +/- 6 seconds.
 AW5397
 AW5397.The orthometric height was determined by differential leveling
 AW5397.and adjusted by the National Geodetic Survey in June 1991..
 AW5397
 AW5397.The geoid height was determined by GEOID03.
 AW5397
 AW5397.The dynamic height is computed by dividing the NAVD 88
 AW5397.geopotential number by the normal gravity value computed on the
 AW5397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5397.degrees latitude (g = 980.6199 gals.).
 AW5397
 AW5397.The modeled gravity was interpolated from observed gravity values.
 AW5397
 AW5397;                    North         East    Units  Estimated Accuracy
 AW5397;SPC TXSC     - 4,202,510.      942,300.      MT  (+/- 180 meters Scaled)
 AW5397
 AW5397                          SUPERSEDED SURVEY CONTROL
 AW5397
 AW5397  NGVD 29 (12/23/87)   16.904  (m)           55.46   (f) ADJUSTED    1 2
 AW5397
 AW5397.Superseded values are not recommended for survey control.
 AW5397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5397.See file dsdata.txt to determine how the superseded data were derived.
 AW5397
 AW5397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN613785(NAD 83)
 AW5397_MARKER: I = METAL ROD
 AW5397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5397_SP_SET: STAINLESS STEEL ROD
 AW5397_STAMPING: A 1504 1986
 AW5397_MARK LOGO: NGS   
 AW5397_PROJECTION: FLUSH
 AW5397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5397_ROD/PIPE-DEPTH: 7.3  meters
 AW5397
 AW5397  HISTORY     - Date     Condition        Report By
 AW5397  HISTORY     - 1986     MONUMENTED       NGS
 AW5397  HISTORY     - 19941105 GOOD             USPSQD
 AW5397  HISTORY     - 20040218 GOOD             USPSQD
 AW5397
 AW5397                          STATION DESCRIPTION
 AW5397
 AW5397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5397'5.0 KM (3.1 MI) WEST FROM ALMEDA.
 AW5397'1.6 KM (2.55 MI) WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF FM ROAD
 AW5397'521 IN ALMEDA, THENCE 0.88 KM (0.55 MI) NORTH ALONG SOUTH OAK POST
 AW5397'ROAD, 12.5 METERS (41.0 FT) SOUTH OF THE CENTERLINE OF LOMA LINDA
 AW5397'STREET WEST, 5.0 METERS (16.4 FT) WEST OF THE WEST CURB OF SOUTH OAK
 AW5397'POST ROAD SOUTHBOUND, 19.8 METERS (64.8 FT) SOUTH AND ACROSS THE ROAD
 AW5397'FROM A FIRE HYDRANT, 4.3 METERS (14.0 FT) SOUTH-SOUTHWEST OF A GUYED
 AW5397'POWER POLE AND STREET LIGHT, 1.8 METERS (6.0 FT) NORTH OF A GUY
 AW5397'ANCHOR.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5397'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5397'THE MARK IS 0.3 M ABOVE THE STREETS.
 AW5397
 AW5397                          STATION RECOVERY (1994)
 AW5397
 AW5397'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5397'RECOVERED IN GOOD CONDITION.
 AW5397
 AW5397                          STATION RECOVERY (2004)
 AW5397
 AW5397'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5468 ***********************************************************************
 AW5468  DESIGNATION -  A 1505
 AW5468  PID         -  AW5468
 AW5468  STATE/COUNTY-  TX/FORT BEND
 AW5468  USGS QUAD   -  MISSOURI CITY (1995)
 AW5468
 AW5468                         *CURRENT SURVEY CONTROL
 AW5468  ___________________________________________________________________
 AW5468* NAD 83(1986)-  29 35 35.     (N)    095 36 30.     (W)     SCALED    
 AW5468* NAVD 88     -        20.678  (meters)      67.84   (feet)  ADJUSTED  
 AW5468  ___________________________________________________________________
 AW5468  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW5468  DYNAMIC HT  -          20.650 (meters)      67.75  (feet)  COMP
 AW5468  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 AW5468
 AW5468  VERT ORDER  -  FIRST     CLASS II
 AW5468
 AW5468.The horizontal coordinates were scaled from a topographic map and have
 AW5468.an estimated accuracy of +/- 6 seconds.
 AW5468
 AW5468.The orthometric height was determined by differential leveling
 AW5468.and adjusted by the National Geodetic Survey in June 1991..
 AW5468
 AW5468.The geoid height was determined by GEOID03.
 AW5468
 AW5468.The dynamic height is computed by dividing the NAVD 88
 AW5468.geopotential number by the normal gravity value computed on the
 AW5468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5468.degrees latitude (g = 980.6199 gals.).
 AW5468
 AW5468.The modeled gravity was interpolated from observed gravity values.
 AW5468
 AW5468;                    North         East    Units  Estimated Accuracy
 AW5468;SPC TXSC     - 4,199,790.      928,490.      MT  (+/- 180 meters Scaled)
 AW5468
 AW5468                          SUPERSEDED SURVEY CONTROL
 AW5468
 AW5468  NGVD 29 (12/23/87)   20.674  (m)           67.83   (f) ADJUSTED    1 2
 AW5468
 AW5468.Superseded values are not recommended for survey control.
 AW5468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5468.See file dsdata.txt to determine how the superseded data were derived.
 AW5468
 AW5468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN473765(NAD 83)
 AW5468_MARKER: I = METAL ROD
 AW5468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5468_SP_SET: STAINLESS STEEL ROD
 AW5468_STAMPING: A 1505 1987
 AW5468_MARK LOGO: NGS   
 AW5468_PROJECTION: FLUSH
 AW5468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5468+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 AW5468_ROD/PIPE-DEPTH: 9.8  meters
 AW5468
 AW5468  HISTORY     - Date     Condition        Report By
 AW5468  HISTORY     - 1987     MONUMENTED       NGS
 AW5468  HISTORY     - 1987     GOOD             USPSQD
 AW5468  HISTORY     - 1989     GOOD             USPSQD
 AW5468  HISTORY     - 19931204 GOOD             USPSQD
 AW5468  HISTORY     - 20040713 GOOD             USPSQD
 AW5468
 AW5468                          STATION DESCRIPTION
 AW5468
 AW5468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5468'5.9 KM (3.65 MI) SE FROM SUGARLAND.
 AW5468'1.9 KM (1.15 MI) SOUTH ALONG STATE HIGHWAY 58 SPUR FROM THE JUNCTION
 AW5468'OF US HIGHWAY 90 ALTERNATE IN SUGARLAND, THENCE 2.8 KM (1.75 MI)
 AW5468'SOUTHEAST ALONG STATE HIGHWAY 6, 0.56 KM (0.35 MI) SOUTHEAST OF
 AW5468'BUELLER ROAD, AT A ROAD SOUTH TO THE HIGHLANDS SUBDIVISION, 20.0
 AW5468'METERS (65.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AW5468'1.8 METERS (6.0 FT) WEST OF THE WEST CURB OF THE ROAD SOUTH, 40.5
 AW5468'METERS (133 FT) SOUTH OF THE CENTERLINE OF AUSTINS PLACE STREET,
 AW5468'4.7 METERS (15.3 FT) NORTH-NORTHWEST OF A STOP SIGN, 2.8 METERS
 AW5468'(9.1 FT) NORTH-NORTHWEST OF A STREET LIGHT, 0.5 METERS (1.8 FT) EAST
 AW5468'OF THE EAST END OF A 6-FT TALL STUCCO WALL.  NOTE--ACCESS TO DATUM
 AW5468'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5468'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AW5468'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 AW5468
 AW5468                          STATION RECOVERY (1987)
 AW5468
 AW5468'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW5468'RECOVERED IN GOOD CONDITION.
 AW5468
 AW5468                          STATION RECOVERY (1989)
 AW5468
 AW5468'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW5468'RECOVERED IN GOOD CONDITION.
 AW5468
 AW5468                          STATION RECOVERY (1993)
 AW5468
 AW5468'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5468'RECOVERED IN GOOD CONDITION.
 AW5468
 AW5468                          STATION RECOVERY (2004)
 AW5468
 AW5468'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5496 ***********************************************************************
 AW5496  DESIGNATION -  A 1506
 AW5496  PID         -  AW5496
 AW5496  STATE/COUNTY-  TX/FORT BEND
 AW5496  USGS QUAD   -  ORCHARD (1980)
 AW5496
 AW5496                         *CURRENT SURVEY CONTROL
 AW5496  ___________________________________________________________________
 AW5496* NAD 83(1986)-  29 30 31.     (N)    095 56 59.     (W)     SCALED    
 AW5496* NAVD 88     -        31.985  (meters)     104.94   (feet)  ADJUSTED  
 AW5496  ___________________________________________________________________
 AW5496  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW5496  DYNAMIC HT  -          31.940 (meters)     104.79  (feet)  COMP
 AW5496  MODELED GRAV-     979,257.9   (mgal)                       NAVD 88
 AW5496
 AW5496  VERT ORDER  -  FIRST     CLASS II
 AW5496
 AW5496.The horizontal coordinates were scaled from a topographic map and have
 AW5496.an estimated accuracy of +/- 6 seconds.
 AW5496
 AW5496.The orthometric height was determined by differential leveling
 AW5496.and adjusted by the National Geodetic Survey in June 1991..
 AW5496
 AW5496.The geoid height was determined by GEOID03.
 AW5496
 AW5496.The dynamic height is computed by dividing the NAVD 88
 AW5496.geopotential number by the normal gravity value computed on the
 AW5496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5496.degrees latitude (g = 980.6199 gals.).
 AW5496
 AW5496.The modeled gravity was interpolated from observed gravity values.
 AW5496
 AW5496;                    North         East    Units  Estimated Accuracy
 AW5496;SPC TXSC     - 4,189,520.      895,680.      MT  (+/- 180 meters Scaled)
 AW5496
 AW5496                          SUPERSEDED SURVEY CONTROL
 AW5496
 AW5496  NGVD 29 (12/23/87)   31.982  (m)          104.93   (f) ADJUSTED    1 2
 AW5496
 AW5496.Superseded values are not recommended for survey control.
 AW5496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5496.See file dsdata.txt to determine how the superseded data were derived.
 AW5496
 AW5496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN140679(NAD 83)
 AW5496_MARKER: I = METAL ROD
 AW5496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5496_SP_SET: STAINLESS STEEL ROD
 AW5496_STAMPING: A 1506 1987
 AW5496_MARK LOGO: NGS   
 AW5496_PROJECTION: FLUSH
 AW5496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5496+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 AW5496_ROD/PIPE-DEPTH: 8.5  meters
 AW5496
 AW5496  HISTORY     - Date     Condition        Report By
 AW5496  HISTORY     - 1987     MONUMENTED       NGS
 AW5496  HISTORY     - 19971122 GOOD             USPSQD
 AW5496  HISTORY     - 20030521 GOOD             INDIV
 AW5496
 AW5496                          STATION DESCRIPTION
 AW5496
 AW5496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5496'4.5 KM (2.8 MI) NW FROM BEASLEY.
 AW5496'1.6 KM (1.0 MI) SOUTHWEST ALONG US HIGHWAY 59 FROM THE POST OFFICE IN
 AW5496'BEASLEY, THENCE 2.9 KM (1.8 MI) NORTHWEST ALONG FM ROAD 1875, 14.1
 AW5496'METERS (46.2 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 36.9 METERS
 AW5496'(121 FT) SOUTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY, 0.6 METER
 AW5496'(2.0 FT) SOUTHWEST OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS
 AW5496'HAD THROUGH A 5-INCH LOGO CAP.
 AW5496'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AW5496'THE MARK IS 0.4 M BELOW THE ROAD.
 AW5496
 AW5496                          STATION RECOVERY (1997)
 AW5496
 AW5496'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5496'RECOVERED IN GOOD CONDITION.
 AW5496
 AW5496                          STATION RECOVERY (2003)
 AW5496
 AW5496'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLF)
 AW5496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5701 ***********************************************************************
 AW5701  DESIGNATION -  A 1507
 AW5701  PID         -  AW5701
 AW5701  STATE/COUNTY-  TX/GALVESTON
 AW5701  USGS QUAD   -  GALVESTON (1994)
 AW5701
 AW5701                         *CURRENT SURVEY CONTROL
 AW5701  ___________________________________________________________________
 AW5701* NAD 83(1986)-  29 19 32.     (N)    094 47 14.     (W)     SCALED    
 AW5701* NAVD 88     -         2.968  (meters)       9.74   (feet)  ADJUSTED  
 AW5701  ___________________________________________________________________
 AW5701  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW5701  DYNAMIC HT  -           2.964 (meters)       9.72  (feet)  COMP
 AW5701  MODELED GRAV-     979,264.9   (mgal)                       NAVD 88
 AW5701
 AW5701  VERT ORDER  -  FIRST     CLASS II
 AW5701
 AW5701.The horizontal coordinates were scaled from a topographic map and have
 AW5701.an estimated accuracy of +/- 6 seconds.
 AW5701
 AW5701.The orthometric height was determined by differential leveling
 AW5701.and adjusted by the National Geodetic Survey in June 1991..
 AW5701
 AW5701.The geoid height was determined by GEOID03.
 AW5701
 AW5701.The dynamic height is computed by dividing the NAVD 88
 AW5701.geopotential number by the normal gravity value computed on the
 AW5701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5701.degrees latitude (g = 980.6199 gals.).
 AW5701
 AW5701.The modeled gravity was interpolated from observed gravity values.
 AW5701
 AW5701;                    North         East    Units  Estimated Accuracy
 AW5701;SPC TXSC     - 4,172,750.    1,009,050.      MT  (+/- 180 meters Scaled)
 AW5701
 AW5701                          SUPERSEDED SURVEY CONTROL
 AW5701
 AW5701  NGVD 29 (12/23/87)    2.965  (m)            9.73   (f) ADJUSTED    1 2
 AW5701
 AW5701.Superseded values are not recommended for survey control.
 AW5701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5701.See file dsdata.txt to determine how the superseded data were derived.
 AW5701
 AW5701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN264453(NAD 83)
 AW5701_MARKER: I = METAL ROD
 AW5701_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5701_SP_SET: STAINLESS STEEL ROD
 AW5701_STAMPING: A 1507 1987
 AW5701_MARK LOGO: NGS   
 AW5701_PROJECTION: FLUSH
 AW5701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5701+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 AW5701_ROD/PIPE-DEPTH: 23.0 meters
 AW5701
 AW5701  HISTORY     - Date     Condition        Report By
 AW5701  HISTORY     - 1987     MONUMENTED       NGS
 AW5701  HISTORY     - 1990     GOOD             USPSQD
 AW5701  HISTORY     - 19910407 GOOD             USPSQD
 AW5701  HISTORY     - 19940326 GOOD             USPSQD
 AW5701  HISTORY     - 20050825 GOOD             USPSQD
 AW5701
 AW5701                          STATION DESCRIPTION
 AW5701
 AW5701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5701'IN GALVESTON.
 AW5701'IN GALVESTON, 3.7 KM (2.3 MI) NORTHEAST ALONG SEAWOLF PARKWAY FROM THE
 AW5701'NORTH END OF THE CAUSEWAY OVER GALVESTON CANNEL TO PELICAN ISLAND TO
 AW5701'THE JUNCTION OF A SHELL ROAD AND MARK ON THE RIGHT, 31.2 METERS (102.3
 AW5701'FT) SOUTH OF THE CENTERLINE OF THE PARKWAY, 11.3 METERS (37.0 FT) EAST
 AW5701'OF THE CENTER OF THE SHELL ROAD, 2.5 METERS (8.3 FT) SOUTHWEST OF THE
 AW5701'SOUTH POST OF A SIGN (MAGCOBAR AND DRESSER), 0.48 METER (1.6 FT) NORTH
 AW5701'OF A POWER POLE WITH TRANSFORMER.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5701'THROUGH A 5-INCH LOGO CAP.
 AW5701'THE MARK IS 0.39 METERS  W FROM  A WITNESS POST
 AW5701'THE MARK IS 0.45 M BELOW SHELL ROAD.
 AW5701
 AW5701                          STATION RECOVERY (1990)
 AW5701
 AW5701'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW5701'RECOVERED IN GOOD CONDITION.
 AW5701
 AW5701                          STATION RECOVERY (1991)
 AW5701
 AW5701'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW5701'RECOVERED IN GOOD CONDITION.
 AW5701
 AW5701                          STATION RECOVERY (1994)
 AW5701
 AW5701'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5701'RECOVERED IN GOOD CONDITION.
 AW5701
 AW5701                          STATION RECOVERY (2005)
 AW5701
 AW5701'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW5701'FOUND WITH A PLASTIC ORANGE WITNESS POST NEAR IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5580 ***********************************************************************
 AW5580  DESIGNATION -  A 1508
 AW5580  PID         -  AW5580
 AW5580  STATE/COUNTY-  TX/GALVESTON
 AW5580  USGS QUAD   -  DICKINSON (1997)
 AW5580
 AW5580                         *CURRENT SURVEY CONTROL
 AW5580  ___________________________________________________________________
 AW5580* NAD 83(1986)-  29 27 23.     (N)    095 02 50.     (W)     SCALED    
 AW5580* NAVD 88     -         3.139  (meters)      10.30   (feet)  ADJUSTED  
 AW5580  ___________________________________________________________________
 AW5580  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW5580  DYNAMIC HT  -           3.135 (meters)      10.29  (feet)  COMP
 AW5580  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 AW5580
 AW5580  VERT ORDER  -  FIRST     CLASS II
 AW5580
 AW5580.The horizontal coordinates were scaled from a topographic map and have
 AW5580.an estimated accuracy of +/- 6 seconds.
 AW5580
 AW5580.The orthometric height was determined by differential leveling
 AW5580.and adjusted by the National Geodetic Survey in March 1997..
 AW5580
 AW5580.The geoid height was determined by GEOID03.
 AW5580
 AW5580.The dynamic height is computed by dividing the NAVD 88
 AW5580.geopotential number by the normal gravity value computed on the
 AW5580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5580.degrees latitude (g = 980.6199 gals.).
 AW5580
 AW5580.The modeled gravity was interpolated from observed gravity values.
 AW5580
 AW5580;                    North         East    Units  Estimated Accuracy
 AW5580;SPC TXSC     - 4,186,360.      983,330.      MT  (+/- 180 meters Scaled)
 AW5580
 AW5580                          SUPERSEDED SURVEY CONTROL
 AW5580
 AW5580  NAVD 88 (06/15/91)    3.178  (m)           10.43   (f) UNKNOWN     1 2
 AW5580  NGVD 29 (12/23/87)    3.175  (m)           10.42   (f) ADJUSTED    1 2
 AW5580
 AW5580.Superseded values are not recommended for survey control.
 AW5580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5580.See file dsdata.txt to determine how the superseded data were derived.
 AW5580
 AW5580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN014602(NAD 83)
 AW5580_MARKER: DV = VERTICAL CONTROL DISK
 AW5580_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW5580_SP_SET: BRIDGE ABUTMENT
 AW5580_STAMPING: A 1508 1987
 AW5580_MARK LOGO: NGS   
 AW5580_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5580+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW5580
 AW5580  HISTORY     - Date     Condition        Report By
 AW5580  HISTORY     - 1987     MONUMENTED       NGS
 AW5580  HISTORY     - 19940423 GOOD             USPSQD
 AW5580  HISTORY     - 19961203 GOOD             NGS
 AW5580  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 AW5580  HISTORY     - 20040628 GOOD             USPSQD
 AW5580  HISTORY     - 20050629 GOOD             USPSQD
 AW5580
 AW5580                          STATION DESCRIPTION
 AW5580
 AW5580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5580'0.7 KM (0.45 MI) SE FROM DICKINSON.
 AW5580'0.7 KM (0.45 MI) SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW5580'FARM ROAD 517 IN DICKINSON, IN THE NORTHEAST END OF THE NORTHWEST
 AW5580'CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING DICKINSON BAYOU, 5.7
 AW5580'M (18.7 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES
 AW5580'OF THE HIGHWAY, AND 0.05 M (0.2 FT) SOUTHWEST OF THE NORTHEAST END OF
 AW5580'THE ABUTMENT.
 AW5580'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 AW5580
 AW5580                          STATION RECOVERY (1994)
 AW5580
 AW5580'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5580'RECOVERED IN GOOD CONDITION.
 AW5580
 AW5580                          STATION RECOVERY (1996)
 AW5580
 AW5580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5580'0.6 KM (0.35 MI) SOUTHERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW5580'STATE HIGHWAY 517 IN DICKINSON, IN TOP OF AND 0.1 M (0.3 FT) WEST OF
 AW5580'THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE SPANNING
 AW5580'DICKINSON BAYOU, 5.7 M (18.7 FT) NORTHEAST OF THE CENTER OF THE
 AW5580'NORTHBOUND LANES OF THE HIGHWAY, AND 1.6 M (5.2 FT) BELOW THE LEVEL OF
 AW5580'THE HIGHWAY.
 AW5580
 AW5580                          STATION RECOVERY (2003)
 AW5580
 AW5580'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW5580'MARK NOT FOUND.
 AW5580
 AW5580                          STATION RECOVERY (2004)
 AW5580
 AW5580'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5580'RECOVERED IN GOOD CONDITION.
 AW5580
 AW5580                          STATION RECOVERY (2005)
 AW5580
 AW5580'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5580'GP AS SHOWN IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5650 ***********************************************************************
 AW5650  DESIGNATION -  A 1509
 AW5650  PID         -  AW5650
 AW5650  STATE/COUNTY-  TX/HARRIS
 AW5650  USGS QUAD   -  SETTEGAST (1995)
 AW5650
 AW5650                         *CURRENT SURVEY CONTROL
 AW5650  ___________________________________________________________________
 AW5650* NAD 83(1986)-  29 48 49.     (N)    095 15 15.     (W)     SCALED    
 AW5650* NAVD 88     -        11.933  (meters)      39.15   (feet)  ADJUSTED  
 AW5650  ___________________________________________________________________
 AW5650  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW5650  DYNAMIC HT  -          11.917 (meters)      39.10  (feet)  COMP
 AW5650  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 AW5650
 AW5650  VERT ORDER  -  FIRST     CLASS II
 AW5650
 AW5650.The horizontal coordinates were scaled from a topographic map and have
 AW5650.an estimated accuracy of +/- 6 seconds.
 AW5650
 AW5650.The orthometric height was determined by differential leveling
 AW5650.and adjusted by the National Geodetic Survey in June 1991..
 AW5650
 AW5650.The geoid height was determined by GEOID03.
 AW5650
 AW5650.The dynamic height is computed by dividing the NAVD 88
 AW5650.geopotential number by the normal gravity value computed on the
 AW5650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5650.degrees latitude (g = 980.6199 gals.).
 AW5650
 AW5650.The modeled gravity was interpolated from observed gravity values.
 AW5650
 AW5650;                    North         East    Units  Estimated Accuracy
 AW5650;SPC TXSC     - 4,225,270.      962,000.      MT  (+/- 180 meters Scaled)
 AW5650
 AW5650                          SUPERSEDED SURVEY CONTROL
 AW5650
 AW5650  NGVD 29 (12/23/87)   11.930  (m)           39.14   (f) ADJUSTED    1 2
 AW5650
 AW5650.Superseded values are not recommended for survey control.
 AW5650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5650.See file dsdata.txt to determine how the superseded data were derived.
 AW5650
 AW5650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP821002(NAD 83)
 AW5650_MARKER: I = METAL ROD
 AW5650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5650_SP_SET: STAINLESS STEEL ROD
 AW5650_STAMPING: A 1509 1986
 AW5650_MARK LOGO: NGS   
 AW5650_PROJECTION: FLUSH
 AW5650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5650_ROD/PIPE-DEPTH: 9.1  meters
 AW5650
 AW5650  HISTORY     - Date     Condition        Report By
 AW5650  HISTORY     - 1986     MONUMENTED       NGS
 AW5650  HISTORY     - 1986     GOOD             USPSQD
 AW5650  HISTORY     - 1987     GOOD             USPSQD
 AW5650  HISTORY     - 1988     GOOD             USPSQD
 AW5650
 AW5650                          STATION DESCRIPTION
 AW5650
 AW5650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5650'12.3 KM (7.65 MI) NE FROM HOUSTON.
 AW5650'12.3 KM (7.65 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 AW5650'FROM THE STATION IN HOUSTON, 43.7 M (143.4 FT) SOUTHEAST OF THE NEAR
 AW5650'RAIL, 17.2 M (56.4 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST
 AW5650'BOUND LANES OF U.S. HIGHWAY 90, 15.3 M (50.2 FT) NORTHEAST OF THE
 AW5650'CENTER OF A PAVED ROAD LEADING SOUTH TO A PRIVATE LAND FILL, 6.1 M
 AW5650'(20.0 FT) SOUTH-SOUTHWEST OF A UTILITY POLE, AND 4.1 M (13.5 FT)
 AW5650'NORTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5650'THROUGH A 5-INCH LOGO CAP.
 AW5650'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 AW5650'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5650
 AW5650                          STATION RECOVERY (1986)
 AW5650
 AW5650'RECOVERY NOTE BY US POWER SQUADRON 1986 (TWS)
 AW5650'RECOVERED IN GOOD CONDITION.
 AW5650
 AW5650                          STATION RECOVERY (1987)
 AW5650
 AW5650'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW5650'RECOVERED IN GOOD CONDITION.
 AW5650
 AW5650                          STATION RECOVERY (1988)
 AW5650
 AW5650'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW5650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0522 ***********************************************************************
 CR0522  DESIGNATION -  A 151
 CR0522  PID         -  CR0522
 CR0522  STATE/COUNTY-  TX/HENDERSON
 CR0522  USGS QUAD   -  ATHENS (1984)
 CR0522
 CR0522                         *CURRENT SURVEY CONTROL
 CR0522  ___________________________________________________________________
 CR0522* NAD 83(1986)-  32 11 27.     (N)    095 47 58.     (W)     SCALED    
 CR0522* NAVD 88     -       150.595  (meters)     494.08   (feet)  ADJUSTED  
 CR0522  ___________________________________________________________________
 CR0522  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CR0522  DYNAMIC HT  -         150.418 (meters)     493.50  (feet)  COMP
 CR0522  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 CR0522
 CR0522  VERT ORDER  -  SECOND    CLASS 0
 CR0522
 CR0522.The horizontal coordinates were scaled from a topographic map and have
 CR0522.an estimated accuracy of +/- 6 seconds.
 CR0522
 CR0522.The orthometric height was determined by differential leveling
 CR0522.and adjusted by the National Geodetic Survey in June 1991..
 CR0522
 CR0522.The geoid height was determined by GEOID03.
 CR0522
 CR0522.The dynamic height is computed by dividing the NAVD 88
 CR0522.geopotential number by the normal gravity value computed on the
 CR0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0522.degrees latitude (g = 980.6199 gals.).
 CR0522
 CR0522.The modeled gravity was interpolated from observed gravity values.
 CR0522
 CR0522;                    North         East    Units  Estimated Accuracy
 CR0522;SPC TXNC     - 2,061,400.      854,620.      MT  (+/- 180 meters Scaled)
 CR0522
 CR0522                          SUPERSEDED SURVEY CONTROL
 CR0522
 CR0522  NGVD 29 (??/??/92)  150.604  (m)          494.11   (f) ADJ UNCH    2 0
 CR0522
 CR0522.Superseded values are not recommended for survey control.
 CR0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0522.See file dsdata.txt to determine how the superseded data were derived.
 CR0522
 CR0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR360650(NAD 83)
 CR0522_MARKER: DB = BENCH MARK DISK
 CR0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0522_STAMPING: A-151 1934
 CR0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0522+STABILITY: SURFACE MOTION
 CR0522
 CR0522  HISTORY     - Date     Condition        Report By
 CR0522  HISTORY     - 1934     MONUMENTED       CGS
 CR0522  HISTORY     - 1977     POOR             USGS
 CR0522  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0522
 CR0522                          STATION DESCRIPTION
 CR0522
 CR0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0522'3.7 MI SE FROM ATHENS.
 CR0522'3.7 MILES SOUTHEAST OF, ALONG T. AND N.O.R.R.  600 FEET NORTHWEST OF
 CR0522'CULVERT MARKED 239 A, 35 FEET SOUTHEAST OF ROAD CROSSING, 28 FEET
 CR0522'SOUTHWEST OF TRACK, 20 FEET SOUTHEAST OF FENCE RUNNING TO CATTLE GUARD
 CR0522'MARKED 239 B, AND 17 FEET NORTHEAST OF RIGHT OF WAY FENCE. TABLET SET
 CR0522'IN PRECASTED POST STAMPED, A-151, 1934.
 CR0522
 CR0522                          STATION RECOVERY (1977)
 CR0522
 CR0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0522'MARK RECOVERED IN POOR CONDITION.
 CR0522
 CR0522                          STATION RECOVERY (2004)
 CR0522
 CR0522'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CR0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5572 ***********************************************************************
 AW5572  DESIGNATION -  A 1510
 AW5572  PID         -  AW5572
 AW5572  STATE/COUNTY-  TX/HARRIS
 AW5572  USGS QUAD   -  HUMBLE (1995)
 AW5572
 AW5572                         *CURRENT SURVEY CONTROL
 AW5572  ___________________________________________________________________
 AW5572* NAD 83(1986)-  29 54 29.     (N)    095 22 30.     (W)     SCALED    
 AW5572* NAVD 88     -        22.297  (meters)      73.15   (feet)  ADJUSTED  
 AW5572  ___________________________________________________________________
 AW5572  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW5572  DYNAMIC HT  -          22.267 (meters)      73.05  (feet)  COMP
 AW5572  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 AW5572
 AW5572  VERT ORDER  -  FIRST     CLASS II
 AW5572
 AW5572.The horizontal coordinates were scaled from a topographic map and have
 AW5572.an estimated accuracy of +/- 6 seconds.
 AW5572
 AW5572.The orthometric height was determined by differential leveling
 AW5572.and adjusted by the National Geodetic Survey in July 2002..
 AW5572
 AW5572.The geoid height was determined by GEOID03.
 AW5572
 AW5572.The dynamic height is computed by dividing the NAVD 88
 AW5572.geopotential number by the normal gravity value computed on the
 AW5572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5572.degrees latitude (g = 980.6199 gals.).
 AW5572
 AW5572.The modeled gravity was interpolated from observed gravity values.
 AW5572
 AW5572;                    North         East    Units  Estimated Accuracy
 AW5572;SPC TXSC     - 4,235,360.      950,000.      MT  (+/- 180 meters Scaled)
 AW5572
 AW5572                          SUPERSEDED SURVEY CONTROL
 AW5572
 AW5572  NAVD 88 (09/11/96)   22.315  (m)           73.21   (f) UNKNOWN     1 2
 AW5572  NAVD 88 (06/15/91)   22.534  (m)           73.93   (f) UNKNOWN     1 2
 AW5572  NGVD 29 (12/23/87)   22.531  (m)           73.92   (f) ADJUSTED    1 2
 AW5572
 AW5572.Superseded values are not recommended for survey control.
 AW5572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5572.See file dsdata.txt to determine how the superseded data were derived.
 AW5572
 AW5572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP706109(NAD 83)
 AW5572_MARKER: I = METAL ROD
 AW5572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5572_SP_SET: STAINLESS STEEL ROD
 AW5572_STAMPING: A 1510 1987
 AW5572_MARK LOGO: NGS   
 AW5572_PROJECTION: FLUSH
 AW5572_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5572+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW5572_ROD/PIPE-DEPTH: 13.4 meters
 AW5572
 AW5572  HISTORY     - Date     Condition        Report By
 AW5572  HISTORY     - 1987     MONUMENTED       NGS
 AW5572  HISTORY     - 19951007 GOOD             CHANCE
 AW5572  HISTORY     - 19960204 GOOD             NGS
 AW5572  HISTORY     - 20040927 GOOD             USPSQD
 AW5572
 AW5572                          STATION DESCRIPTION
 AW5572
 AW5572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5572'17.1 KM (10.6 MI) NORTH FROM HOUSTON.
 AW5572'4.5 KM (2.8 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AW5572'THE STATION IN HOUSTON, THENCE 12.6 KM (7.85 MI) NORTHERLY ALONG THE
 AW5572'MISSOURI PACIFIC RAILROAD, 47.8 M (156.8 FT) WEST OF THE NEAR RAIL,
 AW5572'8.9 M (29.2 FT) SOUTH OF THE CENTER OF A PAVED STREET, 8.5 M (27.9 FT)
 AW5572'WEST OF THE CENTERLINE OF WEST HARDY STREET, AND 7.5 M (24.6 FT) NORTH
 AW5572'OF THE NORTHEAST CORNER OF A SMALL HOUSE.  NOTE--ACCESS TO DATUM POINT
 AW5572'IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5572'THE MARK IS 0.7 METERS  E FROM  A WITNESS POST AND FENCE
 AW5572'THE MARK IS 0.8 M ABOVE THE STREETS.
 AW5572
 AW5572                          STATION RECOVERY (1995)
 AW5572
 AW5572'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5572'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 AW5572'THE PAVED STREET REFERENCED IN THE DESCRIPTION IS WALSTON STREET AND
 AW5572'THE PROPERTY ADDRESS IS 13331 WEST HARDY ROAD.  ADDITIONAL TIES
 AW5572'FOLLOW.  11 FT (3.4 M) WEST OF UTILITY POLE NUMBER 13331.  2 FT (0.6
 AW5572'M) SOUTH OF UTILITY POLE.  12.5 FT (3.8 M) SOUTH OF STOP SIGN. 20.5 FT
 AW5572'(6.2 M) SOUTHEAST OF STORM DRAIN.  2 FT (0.6 M) EAST OF FENCE.  24.5
 AW5572'FT (7.5 M) NORTH OF NORTHEAST CORNER OF HOUSE.
 AW5572
 AW5572                          STATION RECOVERY (1996)
 AW5572
 AW5572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5572'IN HOUSTON, AT THE INTERSECTION OF WEST HARDY AND WALSTON STREETS, 8.9
 AW5572'M (29.2 FT) SOUTH OF THE CENTER OF WALSTON STREET, 8.5 M (27.9 FT)
 AW5572'WEST OF THE CENTERLINE OF HARDY STREET, 7.5 M (24.6 FT) NORTH OF THE
 AW5572'NORTHEAST CORNER OF HOUSE NUMBER 13331, 1.0 M (3.3 FT) ABOVE THE LEVEL
 AW5572'OF THE ROAD, 0.7 M (2.3 FT) EAST OF A WITNESS POST AND CHAIN-LINK
 AW5572'FENCE, AND 0.6 M (2.0 FT) SOUTH OF A UTILITY POLE. NOTE--ACCESS TO THE
 AW5572'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AW5572
 AW5572                          STATION RECOVERY (2004)
 AW5572
 AW5572'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5648 ***********************************************************************
 AW5648  DESIGNATION -  A 1511
 AW5648  PID         -  AW5648
 AW5648  STATE/COUNTY-  TX/HARRIS
 AW5648  USGS QUAD   -  SETTEGAST (1995)
 AW5648
 AW5648                         *CURRENT SURVEY CONTROL
 AW5648  ___________________________________________________________________
 AW5648* NAD 83(1986)-  29 48 59.     (N)    095 16 13.     (W)     SCALED    
 AW5648* NAVD 88     -        12.444  (meters)      40.83   (feet)  ADJUSTED  
 AW5648  ___________________________________________________________________
 AW5648  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW5648  DYNAMIC HT  -          12.427 (meters)      40.77  (feet)  COMP
 AW5648  MODELED GRAV-     979,291.8   (mgal)                       NAVD 88
 AW5648
 AW5648  VERT ORDER  -  FIRST     CLASS II
 AW5648
 AW5648.The horizontal coordinates were scaled from a topographic map and have
 AW5648.an estimated accuracy of +/- 6 seconds.
 AW5648
 AW5648.The orthometric height was determined by differential leveling
 AW5648.and adjusted by the National Geodetic Survey in June 1991..
 AW5648
 AW5648.The geoid height was determined by GEOID03.
 AW5648
 AW5648.The dynamic height is computed by dividing the NAVD 88
 AW5648.geopotential number by the normal gravity value computed on the
 AW5648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5648.degrees latitude (g = 980.6199 gals.).
 AW5648
 AW5648.The modeled gravity was interpolated from observed gravity values.
 AW5648
 AW5648;                    North         East    Units  Estimated Accuracy
 AW5648;SPC TXSC     - 4,225,530.      960,430.      MT  (+/- 180 meters Scaled)
 AW5648
 AW5648                          SUPERSEDED SURVEY CONTROL
 AW5648
 AW5648  NGVD 29 (12/23/87)   12.441  (m)           40.82   (f) ADJUSTED    1 2
 AW5648
 AW5648.Superseded values are not recommended for survey control.
 AW5648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5648.See file dsdata.txt to determine how the superseded data were derived.
 AW5648
 AW5648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP806006(NAD 83)
 AW5648_MARKER: I = METAL ROD
 AW5648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5648_SP_SET: STAINLESS STEEL ROD
 AW5648_STAMPING: A 1511 1987
 AW5648_MARK LOGO: NGS   
 AW5648_PROJECTION: FLUSH
 AW5648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5648_ROD/PIPE-DEPTH: 9.1  meters
 AW5648
 AW5648  HISTORY     - Date     Condition        Report By
 AW5648  HISTORY     - 1987     MONUMENTED       NGS
 AW5648
 AW5648                          STATION DESCRIPTION
 AW5648
 AW5648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5648'IN HOUSTON.
 AW5648'IN HOUSTON, AT THE INTERSECTION OF EAST HOUSTON ROAD AND ATTWATER
 AW5648'STREET, 22.5 M (73.8 FT) WEST OF THE CENTERLINE OF THE ROAD, 8.0 M
 AW5648'(26.2 FT) NORTH OF THE CENTER OF THE STREET, 7.5 M (24.6 FT)
 AW5648'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE, AND 1.4 M (4.6 FT)
 AW5648'WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5648'5-INCH LOGO CAP.
 AW5648'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2021 ***********************************************************************
 BL2021  DESIGNATION -  A 1512
 BL2021  PID         -  BL2021
 BL2021  STATE/COUNTY-  TX/HARRIS
 BL2021  USGS QUAD   -  MAEDAN (1982)
 BL2021
 BL2021                         *CURRENT SURVEY CONTROL
 BL2021  ___________________________________________________________________
 BL2021* NAD 83(1986)-  30 00 27.     (N)    095 19 07.     (W)     SCALED    
 BL2021* NAVD 88     -        27.870  (meters)      91.44   (feet)  ADJUSTED  
 BL2021  ___________________________________________________________________
 BL2021  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL2021  DYNAMIC HT  -          27.832 (meters)      91.31  (feet)  COMP
 BL2021  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 BL2021
 BL2021  VERT ORDER  -  FIRST     CLASS II
 BL2021
 BL2021.The horizontal coordinates were scaled from a topographic map and have
 BL2021.an estimated accuracy of +/- 6 seconds.
 BL2021
 BL2021.The orthometric height was determined by differential leveling
 BL2021.and adjusted by the National Geodetic Survey in June 1991..
 BL2021
 BL2021.The geoid height was determined by GEOID03.
 BL2021
 BL2021.The dynamic height is computed by dividing the NAVD 88
 BL2021.geopotential number by the normal gravity value computed on the
 BL2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2021.degrees latitude (g = 980.6199 gals.).
 BL2021
 BL2021.The modeled gravity was interpolated from observed gravity values.
 BL2021
 BL2021;                    North         East    Units  Estimated Accuracy
 BL2021;SPC TXSC     - 4,246,550.      955,090.      MT  (+/- 180 meters Scaled)
 BL2021
 BL2021                          SUPERSEDED SURVEY CONTROL
 BL2021
 BL2021  NGVD 29 (12/23/87)   27.869  (m)           91.43   (f) ADJUSTED    1 2
 BL2021
 BL2021.Superseded values are not recommended for survey control.
 BL2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2021.See file dsdata.txt to determine how the superseded data were derived.
 BL2021
 BL2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP763218(NAD 83)
 BL2021_MARKER: I = METAL ROD
 BL2021_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2021_SP_SET: STAINLESS STEEL ROD
 BL2021_STAMPING: A 1512 1987
 BL2021_MARK LOGO: NGS   
 BL2021_PROJECTION: FLUSH
 BL2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2021+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL2021_ROD/PIPE-DEPTH: 8.2  meters
 BL2021
 BL2021  HISTORY     - Date     Condition        Report By
 BL2021  HISTORY     - 1987     MONUMENTED       NGS
 BL2021  HISTORY     - 19960515 GOOD             USPSQD
 BL2021  HISTORY     - 20040316 GOOD             USPSQD
 BL2021
 BL2021                          STATION DESCRIPTION
 BL2021
 BL2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2021'5.0 KM (3.1 MI) WEST FROM HUMBLE.
 BL2021'5.0 KM (3.1 MI) WESTERLY ALONG FARM ROAD 1960 BUSINESS FROM ITS
 BL2021'JUNCTION WITH U.S. HIGHWAY 59 IN HUMBLE, 34.4 M (112.9 FT) NORTH OF
 BL2021'THE CENTERLINE OF THE WEST BOUND LANES OF THE ROAD, 8.4 M (27.6 FT)
 BL2021'WEST OF THE CENTERLINE OF THE NORTH BOUND LANES OF FOXWOOD FOREST
 BL2021'BOULEVARD, 8.3 (27.2 FT) EAST OF THE CENTERLINE OF THE SOUTH BOUND
 BL2021'LANES OF THE BOULEVARD, 3.4 M (11.2 FT) SOUTHWEST OF A FIRE HYDRANT,
 BL2021'AND 3.1 M (10.2 FT) SOUTHEAST OF THE CENTER OF A WATER VALVE COVER.
 BL2021'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2021'THE MARK IS 0.3 M ABOVE THE BOULEVARD.
 BL2021
 BL2021                          STATION RECOVERY (1996)
 BL2021
 BL2021'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2021'RECOVERED IN GOOD CONDITION.
 BL2021
 BL2021                          STATION RECOVERY (2004)
 BL2021
 BL2021'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2018 ***********************************************************************
 BL2018  DESIGNATION -  A 1513
 BL2018  PID         -  BL2018
 BL2018  STATE/COUNTY-  TX/HARRIS
 BL2018  USGS QUAD   -  SPRING (1982)
 BL2018
 BL2018                         *CURRENT SURVEY CONTROL
 BL2018  ___________________________________________________________________
 BL2018* NAD 83(1986)-  30 06 17.     (N)    095 25 25.     (W)     SCALED    
 BL2018* NAVD 88     -        29.441  (meters)      96.59   (feet)  ADJUSTED  
 BL2018  ___________________________________________________________________
 BL2018  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL2018  DYNAMIC HT  -          29.401 (meters)      96.46  (feet)  COMP
 BL2018  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 BL2018
 BL2018  VERT ORDER  -  FIRST     CLASS I
 BL2018
 BL2018.The horizontal coordinates were scaled from a topographic map and have
 BL2018.an estimated accuracy of +/- 6 seconds.
 BL2018
 BL2018.The orthometric height was determined by differential leveling
 BL2018.and adjusted by the National Geodetic Survey in June 1991..
 BL2018
 BL2018.The geoid height was determined by GEOID03.
 BL2018
 BL2018.The dynamic height is computed by dividing the NAVD 88
 BL2018.geopotential number by the normal gravity value computed on the
 BL2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2018.degrees latitude (g = 980.6199 gals.).
 BL2018
 BL2018.The modeled gravity was interpolated from observed gravity values.
 BL2018
 BL2018;                    North         East    Units  Estimated Accuracy
 BL2018;SPC TXSC     - 4,257,010.      944,640.      MT  (+/- 180 meters Scaled)
 BL2018
 BL2018                          SUPERSEDED SURVEY CONTROL
 BL2018
 BL2018  NGVD 29 (12/23/87)   29.441  (m)           96.59   (f) ADJUSTED    1 1
 BL2018
 BL2018.Superseded values are not recommended for survey control.
 BL2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2018.See file dsdata.txt to determine how the superseded data were derived.
 BL2018
 BL2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP664328(NAD 83)
 BL2018_MARKER: DB = BENCH MARK DISK
 BL2018_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL2018_SP_SET: ABUTMENT
 BL2018_STAMPING: A 1513 1987
 BL2018_MARK LOGO: NGS   
 BL2018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2018+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL2018
 BL2018  HISTORY     - Date     Condition        Report By
 BL2018  HISTORY     - 1987     MONUMENTED       NGS
 BL2018  HISTORY     - 19950905 GOOD             USPSQD
 BL2018  HISTORY     - 20040209 GOOD             ENGLE
 BL2018  HISTORY     - 20050211 GOOD             ENGLE
 BL2018  HISTORY     - 20050929 GOOD             USPSQD
 BL2018
 BL2018                          STATION DESCRIPTION
 BL2018
 BL2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2018'3.0 KM (1.85 MI) NORTH FROM SPRING.
 BL2018'3.0 KM (1.85 MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BL2018'ITS JUNCTION WITH SPRING SCHOOL ROAD IN SPRING, IN TOP OF AND 0.2 M
 BL2018'(0.7 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 BL2018'RAILROAD BRIDGE NUMBER 125.9 SPANNING A SMALL STREAM, AND 1.5 M (4.9
 BL2018'FT) EAST OF THE NEAR RAIL.
 BL2018'THE MARK IS 1.6 M BELOW THE TRACKS.
 BL2018
 BL2018                          STATION RECOVERY (1995)
 BL2018
 BL2018'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2018'RECOVERED IN GOOD CONDITION.
 BL2018
 BL2018                          STATION RECOVERY (2004)
 BL2018
 BL2018'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2004 (JPE)
 BL2018'RECOVERED IN GOOD CONDITION.
 BL2018
 BL2018                          STATION RECOVERY (2005)
 BL2018
 BL2018'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 BL2018'RECOVERED IN GOOD CONDITION.
 BL2018
 BL2018                          STATION RECOVERY (2005)
 BL2018
 BL2018'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2018'FOUND AS DESCRIBED. GO TO N30 06 16.1 W095 25 23.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2540 ***********************************************************************
 AX2540  DESIGNATION -  A 1514
 AX2540  PID         -  AX2540
 AX2540  STATE/COUNTY-  TX/WALLER
 AX2540  USGS QUAD   -  SAN FELIPE (1980)
 AX2540
 AX2540                         *CURRENT SURVEY CONTROL
 AX2540  ___________________________________________________________________
 AX2540* NAD 83(1986)-  29 46 35.     (N)    096 00 59.     (W)     SCALED    
 AX2540* NAVD 88     -        35.812  (meters)     117.49   (feet)  ADJUSTED  
 AX2540  ___________________________________________________________________
 AX2540  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX2540  DYNAMIC HT  -          35.763 (meters)     117.33  (feet)  COMP
 AX2540  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 AX2540
 AX2540  VERT ORDER  -  FIRST     CLASS I
 AX2540
 AX2540.The horizontal coordinates were scaled from a topographic map and have
 AX2540.an estimated accuracy of +/- 6 seconds.
 AX2540
 AX2540.The orthometric height was determined by differential leveling
 AX2540.and adjusted by the National Geodetic Survey in June 1991..
 AX2540
 AX2540.The geoid height was determined by GEOID03.
 AX2540
 AX2540.The dynamic height is computed by dividing the NAVD 88
 AX2540.geopotential number by the normal gravity value computed on the
 AX2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2540.degrees latitude (g = 980.6199 gals.).
 AX2540
 AX2540.The modeled gravity was interpolated from observed gravity values.
 AX2540
 AX2540;                    North         East    Units  Estimated Accuracy
 AX2540;SPC TXSC     - 4,219,020.      888,460.      MT  (+/- 180 meters Scaled)
 AX2540
 AX2540                          SUPERSEDED SURVEY CONTROL
 AX2540
 AX2540  NGVD 29 (12/23/87)   35.794  (m)          117.43   (f) ADJUSTED    1 1
 AX2540
 AX2540.Superseded values are not recommended for survey control.
 AX2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2540.See file dsdata.txt to determine how the superseded data were derived.
 AX2540
 AX2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT884977(NAD 83)
 AX2540_MARKER: I = METAL ROD
 AX2540_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2540_SP_SET: STAINLESS STEEL ROD
 AX2540_STAMPING: A 1514 1987
 AX2540_MARK LOGO: NGS   
 AX2540_PROJECTION: FLUSH
 AX2540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2540+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 AX2540_ROD/PIPE-DEPTH: 19.5 meters
 AX2540
 AX2540  HISTORY     - Date     Condition        Report By
 AX2540  HISTORY     - 1987     MONUMENTED       NGS
 AX2540  HISTORY     - 1987     GOOD             USPSQD
 AX2540  HISTORY     - 19990718 MARK NOT FOUND   USPSQD
 AX2540  HISTORY     - 20041012 GOOD             USPSQD
 AX2540
 AX2540                          STATION DESCRIPTION
 AX2540
 AX2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2540'6.4 KM (4.0 MI) WEST FROM BROOKSHIRE.
 AX2540'6.4 KM (3.95 MI) WEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF FM ROAD
 AX2540'359 IN BROOKSHIRE, 29.9 METERS (98.0 FT) SOUTHEAST OF THE CENTERLINE
 AX2540'OF US HIGHWAY 90 (NORTH FRONTAGE ROAD OF INTERSTATE HIGHWAY 10),
 AX2540'21.0 METERS (69.0 FT) SOUTHWEST OF THE CENTER OF A DOUBLE-BOX CULVERT
 AX2540'HEADWALL UNDER HIGHWAY 90, 0.82 METERS (2.7 FT) NORTHWEST OF THE
 AX2540'NORTHWESTMOST CONCRETE PIER OF THE SOUTHWESTMOST SET OF PIERS OF A
 AX2540'BRIDGE OF INTERSTATE HIGHWAY 10 WESTBOUND OVER A CREEK.  NOTE--ACCESS
 AX2540'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2540'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 AX2540'THE MARK IS 0.6 M BELOW THE FRONTAGE ROAD.
 AX2540
 AX2540                          STATION RECOVERY (1987)
 AX2540
 AX2540'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX2540'RECOVERED IN GOOD CONDITION.
 AX2540
 AX2540                          STATION RECOVERY (1999)
 AX2540
 AX2540'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2540'MARK NOT FOUND.
 AX2540
 AX2540                          STATION RECOVERY (2004)
 AX2540
 AX2540'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX2540'6 INCHES BELOW THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2559 ***********************************************************************
 AX2559  DESIGNATION -  A 1515
 AX2559  PID         -  AX2559
 AX2559  STATE/COUNTY-  TX/WHARTON
 AX2559  USGS QUAD   -  EL CAMPO (1981)
 AX2559
 AX2559                         *CURRENT SURVEY CONTROL
 AX2559  ___________________________________________________________________
 AX2559* NAD 83(1986)-  29 10 56.     (N)    096 17 28.     (W)     SCALED    
 AX2559* NAVD 88     -        30.426  (meters)      99.82   (feet)  ADJUSTED  
 AX2559  ___________________________________________________________________
 AX2559  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX2559  DYNAMIC HT  -          30.383 (meters)      99.68  (feet)  COMP
 AX2559  MODELED GRAV-     979,234.4   (mgal)                       NAVD 88
 AX2559
 AX2559  VERT ORDER  -  FIRST     CLASS I
 AX2559
 AX2559.The horizontal coordinates were scaled from a topographic map and have
 AX2559.an estimated accuracy of +/- 6 seconds.
 AX2559
 AX2559.The orthometric height was determined by differential leveling
 AX2559.and adjusted by the National Geodetic Survey in June 1991..
 AX2559
 AX2559.The geoid height was determined by GEOID03.
 AX2559
 AX2559.The dynamic height is computed by dividing the NAVD 88
 AX2559.geopotential number by the normal gravity value computed on the
 AX2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2559.degrees latitude (g = 980.6199 gals.).
 AX2559
 AX2559.The modeled gravity was interpolated from observed gravity values.
 AX2559
 AX2559;                    North         East    Units  Estimated Accuracy
 AX2559;SPC TXSC     - 4,152,540.      863,430.      MT  (+/- 180 meters Scaled)
 AX2559
 AX2559                          SUPERSEDED SURVEY CONTROL
 AX2559
 AX2559  NGVD 29 (12/23/87)   30.431  (m)           99.84   (f) ADJUSTED    1 1
 AX2559
 AX2559.Superseded values are not recommended for survey control.
 AX2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2559.See file dsdata.txt to determine how the superseded data were derived.
 AX2559
 AX2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT634312(NAD 83)
 AX2559_MARKER: I = METAL ROD
 AX2559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2559_SP_SET: STAINLESS STEEL ROD
 AX2559_STAMPING: A 1515 1987
 AX2559_MARK LOGO: NGS   
 AX2559_PROJECTION: FLUSH
 AX2559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2559_ROD/PIPE-DEPTH: 14.6 meters
 AX2559
 AX2559  HISTORY     - Date     Condition        Report By
 AX2559  HISTORY     - 1987     MONUMENTED       NGS
 AX2559
 AX2559                          STATION DESCRIPTION
 AX2559
 AX2559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2559'2.6 KM (1.6 MI) SW FROM EL CAMPO.
 AX2559'2.62 KM (1.62 MI) SOUTHWEST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION
 AX2559'OF STATE HIGHWAY 71 IN EL CAMPO, 15.1 METERS (49.5 FT) NORTHWEST OF
 AX2559'THE CENTERLINE OF THE HIGHWAY, 10.8 METERS (35.5 FT) SOUTHWEST OF THE
 AX2559'CENTER OF A PRIVATE DRIVE, 1.8 METERS (6.0 FT) SOUTHWEST OF A POWER
 AX2559'POLE, 0.6 METER (2.0 FT) SOUTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM
 AX2559'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2559'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AX2559'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5691 ***********************************************************************
 AW5691  DESIGNATION -  A 1516
 AW5691  PID         -  AW5691
 AW5691  STATE/COUNTY-  TX/HARRIS
 AW5691  USGS QUAD   -  PARK PLACE (1995)
 AW5691
 AW5691                         *CURRENT SURVEY CONTROL
 AW5691  ___________________________________________________________________
 AW5691* NAD 83(1986)-  29 37 37.     (N)    095 15 03.     (W)     SCALED    
 AW5691* NAVD 88     -        13.308  (meters)      43.66   (feet)  ADJUSTED  
 AW5691  ___________________________________________________________________
 AW5691  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW5691  DYNAMIC HT  -          13.290 (meters)      43.60  (feet)  COMP
 AW5691  MODELED GRAV-     979,275.5   (mgal)                       NAVD 88
 AW5691
 AW5691  VERT ORDER  -  FIRST     CLASS II
 AW5691
 AW5691.The horizontal coordinates were scaled from a topographic map and have
 AW5691.an estimated accuracy of +/- 6 seconds.
 AW5691
 AW5691.The orthometric height was determined by differential leveling
 AW5691.and adjusted by the National Geodetic Survey in June 1991..
 AW5691
 AW5691.The geoid height was determined by GEOID03.
 AW5691
 AW5691.The dynamic height is computed by dividing the NAVD 88
 AW5691.geopotential number by the normal gravity value computed on the
 AW5691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5691.degrees latitude (g = 980.6199 gals.).
 AW5691
 AW5691.The modeled gravity was interpolated from observed gravity values.
 AW5691
 AW5691;                    North         East    Units  Estimated Accuracy
 AW5691;SPC TXSC     - 4,204,600.      962,980.      MT  (+/- 180 meters Scaled)
 AW5691
 AW5691                          SUPERSEDED SURVEY CONTROL
 AW5691
 AW5691  NGVD 29 (12/23/87)   13.305  (m)           43.65   (f) ADJUSTED    1 2
 AW5691
 AW5691.Superseded values are not recommended for survey control.
 AW5691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5691.See file dsdata.txt to determine how the superseded data were derived.
 AW5691
 AW5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN820795(NAD 83)
 AW5691_MARKER: I = METAL ROD
 AW5691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5691_SP_SET: STAINLESS STEEL ROD
 AW5691_STAMPING: A 1516 1987
 AW5691_MARK LOGO: NGS   
 AW5691_PROJECTION: RECESSED 2 CENTIMETERS
 AW5691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5691_ROD/PIPE-DEPTH: 9.9  meters
 AW5691
 AW5691  HISTORY     - Date     Condition        Report By
 AW5691  HISTORY     - 1987     MONUMENTED       NGS
 AW5691  HISTORY     - 1989     GOOD             USPSQD
 AW5691  HISTORY     - 19950624 GOOD             USPSQD
 AW5691  HISTORY     - 20030825 MARK NOT FOUND   USPSQD
 AW5691
 AW5691                          STATION DESCRIPTION
 AW5691
 AW5691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5691'4.0 KM (2.5 MI) EAST FROM GENOA.
 AW5691'4.0 KM (2.5 MI) WEST ALONG ALMEDA-GENOA ROAD FROM THE POST OFFICE IN
 AW5691'GENOA, 48.0 METERS (157.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 AW5691'LANES OF THE ROAD, 20.6 METERS (67.6 FT) NORTHWEST OF TRIANGULATION
 AW5691'STATION JESSUP 1968, 19.2 METERS (63.0 FT) WEST-SOUTHWEST OF THE
 AW5691'SOUTHEAST CORNER OF CHARLES D. JESSUP SR ELEMENTRY SCHOOL BUILDING,
 AW5691'18.5 METERS (60.7 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 4.5
 AW5691'METERS (14.8 FT) WEST OF A CURB, 1.9 METERS (6.2 FT) EAST OF A FLAG
 AW5691'POLE, 1.6 METERS (5.2 FT) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF
 AW5691'THE CEMENT SLAB FOR THE FLAG POLE, 1.5 METERS (4.9 FT) SOUTH-SOUTHEAST
 AW5691'OF THE NORTHEAST CORNER OF THE CEMENT SLAB FOR THE FLAG POLE.
 AW5691'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5691'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 AW5691
 AW5691                          STATION RECOVERY (1989)
 AW5691
 AW5691'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW5691'RECOVERED IN GOOD CONDITION.
 AW5691
 AW5691                          STATION RECOVERY (1995)
 AW5691
 AW5691'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5691'RECOVERED IN GOOD CONDITION.
 AW5691
 AW5691                          STATION RECOVERY (2003)
 AW5691
 AW5691'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5691'THERE HAS BEEN ABOUT 18 INCHES OF DIRT ADDED ABOVE THE MARK.  THIS IS
 AW5691'IN A SCHOOL YARD BY A FLAG POLE AND I COULD NOT DIG UP THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0687 ***********************************************************************
 DP0687  DESIGNATION -  A 1517
 DP0687  PID         -  DP0687
 DP0687  STATE/COUNTY-  TX/LUBBOCK
 DP0687  USGS QUAD   -  SLATON (1975)
 DP0687
 DP0687                         *CURRENT SURVEY CONTROL
 DP0687  ___________________________________________________________________
 DP0687* NAD 83(1986)-  33 26 36.     (N)    101 39 57.     (W)     SCALED    
 DP0687* NAVD 88     -       945.406  (meters)    3101.72   (feet)  ADJUSTED  
 DP0687  ___________________________________________________________________
 DP0687  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 DP0687  DYNAMIC HT  -         944.188 (meters)    3097.72  (feet)  COMP
 DP0687  MODELED GRAV-     979,316.6   (mgal)                       NAVD 88
 DP0687
 DP0687  VERT ORDER  -  FIRST     CLASS II
 DP0687
 DP0687.The horizontal coordinates were scaled from a topographic map and have
 DP0687.an estimated accuracy of +/- 6 seconds.
 DP0687
 DP0687.The orthometric height was determined by differential leveling
 DP0687.and adjusted by the National Geodetic Survey in June 1991..
 DP0687
 DP0687.The geoid height was determined by GEOID03.
 DP0687
 DP0687.The dynamic height is computed by dividing the NAVD 88
 DP0687.geopotential number by the normal gravity value computed on the
 DP0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0687.degrees latitude (g = 980.6199 gals.).
 DP0687
 DP0687.The modeled gravity was interpolated from observed gravity values.
 DP0687
 DP0687;                    North         East    Units  Estimated Accuracy
 DP0687;SPC TXNC     - 2,201,450.      305,710.      MT  (+/- 180 meters Scaled)
 DP0687
 DP0687                          SUPERSEDED SURVEY CONTROL
 DP0687
 DP0687.No superseded survey control is available for this station.
 DP0687
 DP0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC521036(NAD 83)
 DP0687_MARKER: I = METAL ROD
 DP0687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0687_SP_SET: STAINLESS STEEL ROD
 DP0687_STAMPING: A 1517 1989
 DP0687_MARK LOGO: NGS   
 DP0687_PROJECTION: RECESSED 10 CENTIMETERS
 DP0687_MAGNETIC: I = MARKER IS A STEEL ROD
 DP0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0687+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1997
 DP0687_ROD/PIPE-DEPTH: 7.6  meters
 DP0687
 DP0687  HISTORY     - Date     Condition        Report By
 DP0687  HISTORY     - 1989     MONUMENTED       NGS
 DP0687  HISTORY     - 19970327 GOOD             NGS
 DP0687
 DP0687                          STATION DESCRIPTION
 DP0687
 DP0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 DP0687'1.1 KM (0.70 MI) NORTHERLY ALONG U.S. HIGHWAY 84 BYPASS FROM THE
 DP0687'JUNCTION WITH FARM ROAD 41 IN SLATON, 32.9 M (107.9 FT) EAST THE
 DP0687'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 16.3 M (53.5 FT)
 DP0687'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE SLATON MOTER INN, 8.3 M
 DP0687'(27.2 FT) SOUTH OF THE CENTER OF THE DRIVEWAY LEADING TO THE INN, AND
 DP0687'0.7 M (2.3 FT) NORTHEAST OF THE NORTHWEST CORNER OF A SWIMMING POOL
 DP0687'PATIO.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DP0687
 DP0687                          STATION RECOVERY (1997)
 DP0687
 DP0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0687'3.6 KM (2.25 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION OF
 DP0687'FARM ROAD 400 IN SLAYTON, 32.9 M (107.9 FT) EAST OF THE CENTERLINE OF
 DP0687'THE WESTBOUND LANES OF THE HIGHWAY, 16.3 M (53.5 FT) WEST OF THE
 DP0687'NORTHWEST CORNER OF THE SLAYTON MOTOR INN, 8.3 M (27.2 FT) SOUTH OF
 DP0687'THE CENTER OF THE MOST NORTHERLY OF 2 DRIVEWAYS LEADING TO THE, 0.7 M
 DP0687'(2.3 FT) NORTHEAST OF THE NORTHWEST CORNER OF A SWIMMING POOL, AND 0.5
 DP0687'M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 DP0687'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6349 ***********************************************************************
 AC6349  DESIGNATION -  A 1518
 AC6349  PID         -  AC6349
 AC6349  STATE/COUNTY-  TX/TRAVIS
 AC6349  USGS QUAD   -  AUSTIN EAST (1988)
 AC6349
 AC6349                         *CURRENT SURVEY CONTROL
 AC6349  ___________________________________________________________________
 AC6349* NAD 83(1986)-  30 18 05.     (N)    097 44 30.     (W)     SCALED    
 AC6349* NAVD 88     -       183.621  (meters)     602.43   (feet)  ADJUSTED  
 AC6349  ___________________________________________________________________
 AC6349  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AC6349  DYNAMIC HT  -         183.370 (meters)     601.61  (feet)  COMP
 AC6349  MODELED GRAV-     979,275.9   (mgal)                       NAVD 88
 AC6349
 AC6349  VERT ORDER  -  FIRST     CLASS II
 AC6349
 AC6349.The horizontal coordinates were scaled from a topographic map and have
 AC6349.an estimated accuracy of +/- 6 seconds.
 AC6349
 AC6349.The orthometric height was determined by differential leveling
 AC6349.and adjusted by the National Geodetic Survey in July 2002..
 AC6349
 AC6349.The geoid height was determined by GEOID03.
 AC6349
 AC6349.The dynamic height is computed by dividing the NAVD 88
 AC6349.geopotential number by the normal gravity value computed on the
 AC6349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6349.degrees latitude (g = 980.6199 gals.).
 AC6349
 AC6349.The modeled gravity was interpolated from observed gravity values.
 AC6349
 AC6349;                    North         East    Units  Estimated Accuracy
 AC6349;SPC TX C     - 3,073,270.      949,270.      MT  (+/- 180 meters Scaled)
 AC6349
 AC6349                          SUPERSEDED SURVEY CONTROL
 AC6349
 AC6349.No superseded survey control is available for this station.
 AC6349
 AC6349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU210528(NAD 83)
 AC6349_MARKER: I = METAL ROD
 AC6349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6349_STAMPING: A 1518 1996
 AC6349_MARK LOGO: NGS   
 AC6349_PROJECTION: FLUSH
 AC6349_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6349+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 AC6349_ROD/PIPE-DEPTH: 3.1  meters
 AC6349
 AC6349  HISTORY     - Date     Condition        Report By
 AC6349  HISTORY     - 1996     MONUMENTED       NGS
 AC6349  HISTORY     - 20020717 GOOD             USPSQD
 AC6349  HISTORY     - 20050226 GOOD             USPSQD
 AC6349
 AC6349                          STATION DESCRIPTION
 AC6349
 AC6349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6349'IN AUSTIN, AT THE INTERSECTION OF KING AND WEST 34TH STREETS, 13.6 M
 AC6349'(44.6 FT) SOUTHWEST OF THE CENTERLINE OF 34TH STREET, 9.4 M (30.8 FT)
 AC6349'SOUTHEAST OF THE CENTER OF KING STREET, 4.5 M (14.8 FT) SOUTHWEST OF A
 AC6349'CHAIN-LINK FENCE CORNER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AC6349'STREETS, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE.
 AC6349'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AC6349
 AC6349                          STATION RECOVERY (2002)
 AC6349
 AC6349'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AC6349'RECOVERED IN GOOD CONDITION.
 AC6349
 AC6349                          STATION RECOVERY (2005)
 AC6349
 AC6349'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AC6349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8416 ***********************************************************************
 AC8416  DESIGNATION -  A 1519
 AC8416  PID         -  AC8416
 AC8416  STATE/COUNTY-  TX/SAN PATRICIO
 AC8416  USGS QUAD   -  SINTON EAST (1979)
 AC8416
 AC8416                         *CURRENT SURVEY CONTROL
 AC8416  ___________________________________________________________________
 AC8416* NAD 83(1986)-  28 01 52.     (N)    097 28 50.     (W)     SCALED    
 AC8416* NAVD 88     -        15.135  (meters)      49.66   (feet)  ADJUSTED  
 AC8416  ___________________________________________________________________
 AC8416  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AC8416  DYNAMIC HT  -          15.112 (meters)      49.58  (feet)  COMP
 AC8416  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 AC8416
 AC8416  VERT ORDER  -  FIRST     CLASS II
 AC8416
 AC8416.The horizontal coordinates were scaled from a topographic map and have
 AC8416.an estimated accuracy of +/- 6 seconds.
 AC8416
 AC8416.The orthometric height was determined by differential leveling
 AC8416.and adjusted by the National Geodetic Survey in December 1997..
 AC8416
 AC8416.The geoid height was determined by GEOID03.
 AC8416
 AC8416.The dynamic height is computed by dividing the NAVD 88
 AC8416.geopotential number by the normal gravity value computed on the
 AC8416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8416.degrees latitude (g = 980.6199 gals.).
 AC8416
 AC8416.The modeled gravity was interpolated from observed gravity values.
 AC8416
 AC8416;                    North         East    Units  Estimated Accuracy
 AC8416;SPC TX S     - 5,262,380.      400,250.      MT  (+/- 180 meters Scaled)
 AC8416
 AC8416                          SUPERSEDED SURVEY CONTROL
 AC8416
 AC8416.No superseded survey control is available for this station.
 AC8416
 AC8416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS493015(NAD 83)
 AC8416_MARKER: I = METAL ROD
 AC8416_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8416_STAMPING: A 1519 1996
 AC8416_MARK LOGO: NGS   
 AC8416_PROJECTION: FLUSH
 AC8416_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8416+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8416_ROD/PIPE-DEPTH: 9.0  meters
 AC8416_SLEEVE-DEPTH  : 0.9 meters
 AC8416
 AC8416  HISTORY     - Date     Condition        Report By
 AC8416  HISTORY     - 1996     MONUMENTED       NGS
 AC8416
 AC8416                          STATION DESCRIPTION
 AC8416
 AC8416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8416'3.8 KM (2.35 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AC8416'JUNCTION OF U.S.  HIGHWAY 77 IN SINTON, 17.6 M (57.7 FT) SOUTHWEST OF
 AC8416'THE HIGHWAY CENTERLINE, 13.7 M (44.9 FT) NORTHWEST OF A UTILITY POLE
 AC8416'AND A FENCE CORNER, 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST AND
 AC8416'FENCE, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS
 AC8416'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AC8416'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0772 ***********************************************************************
 CS0772  DESIGNATION -  A 152
 CS0772  PID         -  CS0772
 CS0772  STATE/COUNTY-  TX/ELLIS
 CS0772  USGS QUAD   -  ENNIS EAST (1978)
 CS0772
 CS0772                         *CURRENT SURVEY CONTROL
 CS0772  ___________________________________________________________________
 CS0772* NAD 83(1986)-  32 19 48.     (N)    096 37 24.     (W)     SCALED    
 CS0772* NAVD 88     -       162.130  (meters)     531.92   (feet)  ADJUSTED  
 CS0772  ___________________________________________________________________
 CS0772  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CS0772  DYNAMIC HT  -         161.942 (meters)     531.30  (feet)  COMP
 CS0772  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 CS0772
 CS0772  VERT ORDER  -  SECOND    CLASS 0
 CS0772
 CS0772.The horizontal coordinates were scaled from a topographic map and have
 CS0772.an estimated accuracy of +/- 6 seconds.
 CS0772
 CS0772.The orthometric height was determined by differential leveling
 CS0772.and adjusted by the National Geodetic Survey in June 1991..
 CS0772.WARNING-Repeat measurements at this control monument indicate possible
 CS0772.vertical movement.
 CS0772
 CS0772.The geoid height was determined by GEOID03.
 CS0772
 CS0772.The dynamic height is computed by dividing the NAVD 88
 CS0772.geopotential number by the normal gravity value computed on the
 CS0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0772.degrees latitude (g = 980.6199 gals.).
 CS0772
 CS0772.The modeled gravity was interpolated from observed gravity values.
 CS0772
 CS0772;                    North         East    Units  Estimated Accuracy
 CS0772;SPC TXNC     - 2,075,140.      776,680.      MT  (+/- 180 meters Scaled)
 CS0772
 CS0772                          SUPERSEDED SURVEY CONTROL
 CS0772
 CS0772  NGVD 29 (??/??/92)  162.125  (m)          531.91   (f) ADJ UNCH    2 0
 CS0772
 CS0772.Superseded values are not recommended for survey control.
 CS0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0772.See file dsdata.txt to determine how the superseded data were derived.
 CS0772
 CS0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA237794(NAD 83)
 CS0772_MARKER: DB = BENCH MARK DISK
 CS0772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0772_SP_SET: BUILDING
 CS0772_STAMPING: A 152 1933 531.869
 CS0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0772
 CS0772  HISTORY     - Date     Condition        Report By
 CS0772  HISTORY     - 1933     MONUMENTED       CGS
 CS0772  HISTORY     - 1947     GOOD             NGS
 CS0772  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0772
 CS0772                          STATION DESCRIPTION
 CS0772
 CS0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0772'IN ENNIS.
 CS0772'AT ENNIS, 3 BLOCKS NORTHEAST ALONG STATE HIGHWAY NO.34 FROM THE TEXAS
 CS0772'AND NEW ORLEANS RAILROAD STATION, 1 BLOCK NORTHEAST ALONG STATE
 CS0772'HIGHWAY NO.34 FROM THE JUNCTION OF STATE HIGHWAY NO.34 AND U.S.
 CS0772'HIGHWAY NO.75, AT THE ALAMO ELEMENTARY SCHOOL, SET VERTICALLY IN THE
 CS0772'SOUTHWEST WALL OF THE BUILDING, 4.4 FEET ABOVE THE CONCRETE WALK, 1.7
 CS0772'FOOT SOUTHEAST OF THE SOUTHEDGE OF THE SHAWNEE STREET ENTRANCE TO THE
 CS0772'BUILDING.
 CS0772
 CS0772                          STATION RECOVERY (2002)
 CS0772
 CS0772'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAS)
 CS0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8491 ***********************************************************************
 AC8491  DESIGNATION -  A 1520
 AC8491  PID         -  AC8491
 AC8491  STATE/COUNTY-  TX/NUECES
 AC8491  USGS QUAD   -  OSO CREEK NE (1975)
 AC8491
 AC8491                         *CURRENT SURVEY CONTROL
 AC8491  ___________________________________________________________________
 AC8491* NAD 83(1986)-  27 41 38.     (N)    097 20 28.     (W)     SCALED    
 AC8491* NAVD 88     -        11.500  (meters)      37.73   (feet)  ADJUSTED  
 AC8491  ___________________________________________________________________
 AC8491  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AC8491  DYNAMIC HT  -          11.483 (meters)      37.67  (feet)  COMP
 AC8491  MODELED GRAV-     979,126.7   (mgal)                       NAVD 88
 AC8491
 AC8491  VERT ORDER  -  FIRST     CLASS II
 AC8491
 AC8491.The horizontal coordinates were scaled from a topographic map and have
 AC8491.an estimated accuracy of +/- 6 seconds.
 AC8491
 AC8491.The orthometric height was determined by differential leveling
 AC8491.and adjusted by the National Geodetic Survey in December 1997..
 AC8491
 AC8491.The geoid height was determined by GEOID03.
 AC8491
 AC8491.The dynamic height is computed by dividing the NAVD 88
 AC8491.geopotential number by the normal gravity value computed on the
 AC8491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8491.degrees latitude (g = 980.6199 gals.).
 AC8491
 AC8491.The modeled gravity was interpolated from observed gravity values.
 AC8491
 AC8491;                    North         East    Units  Estimated Accuracy
 AC8491;SPC TX S     - 5,225,130.      414,310.      MT  (+/- 180 meters Scaled)
 AC8491
 AC8491                          SUPERSEDED SURVEY CONTROL
 AC8491
 AC8491.No superseded survey control is available for this station.
 AC8491
 AC8491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR635643(NAD 83)
 AC8491_MARKER: DD = SURVEY DISK
 AC8491_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8491_SP_SET: OVERPASS ABUTMENT
 AC8491_STAMPING: A 1520
 AC8491_MARK LOGO: TXHD  
 AC8491_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8491+STABILITY: POSITION/ELEVATION WELL
 AC8491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8491+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8491
 AC8491  HISTORY     - Date     Condition        Report By
 AC8491  HISTORY     - UNK      MONUMENTED       TXHD
 AC8491  HISTORY     - 19970209 GOOD             NGS
 AC8491
 AC8491                          STATION DESCRIPTION
 AC8491
 AC8491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8491'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 358 AND RODD
 AC8491'FIELD ROAD, IN TOP OF AND 1.0 M (3.3 FT) SOUTHWEST OF THE NORTHEAST
 AC8491'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE
 AC8491'ROAD, 40.8 M (133.9 FT) SOUTHEAST OF THE ROAD CENTER, AND 8.2 M (26.9
 AC8491'FT) NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES
 AC8491'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6984 ***********************************************************************
 AE6984  DESIGNATION -  A 1521
 AE6984  PID         -  AE6984
 AE6984  STATE/COUNTY-  TX/ANDERSON
 AE6984  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 AE6984
 AE6984                         *CURRENT SURVEY CONTROL
 AE6984  ___________________________________________________________________
 AE6984* NAD 83(1986)-  31 47 26.     (N)    095 41 13.     (W)     SCALED    
 AE6984* NAVD 88     -       120.689  (meters)     395.96   (feet)  ADJUSTED  
 AE6984  ___________________________________________________________________
 AE6984  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AE6984  DYNAMIC HT  -         120.543 (meters)     395.48  (feet)  COMP
 AE6984  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 AE6984
 AE6984  VERT ORDER  -  FIRST     CLASS II
 AE6984
 AE6984.The horizontal coordinates were scaled from a topographic map and have
 AE6984.an estimated accuracy of +/- 6 seconds.
 AE6984
 AE6984.The orthometric height was determined by differential leveling
 AE6984.and adjusted by the National Geodetic Survey in July 2002..
 AE6984
 AE6984.The geoid height was determined by GEOID03.
 AE6984
 AE6984.The dynamic height is computed by dividing the NAVD 88
 AE6984.geopotential number by the normal gravity value computed on the
 AE6984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6984.degrees latitude (g = 980.6199 gals.).
 AE6984
 AE6984.The modeled gravity was interpolated from observed gravity values.
 AE6984
 AE6984;                    North         East    Units  Estimated Accuracy
 AE6984;SPC TX C     - 3,244,640.    1,139,910.      MT  (+/- 180 meters Scaled)
 AE6984
 AE6984                          SUPERSEDED SURVEY CONTROL
 AE6984
 AE6984.No superseded survey control is available for this station.
 AE6984
 AE6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR455203(NAD 83)
 AE6984_MARKER: I = METAL ROD
 AE6984_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6984_STAMPING: A 1521 1997
 AE6984_MARK LOGO: NGS   
 AE6984_PROJECTION: FLUSH
 AE6984_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6984+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6984_ROD/PIPE-DEPTH: 5.5  meters
 AE6984_SLEEVE-DEPTH  : 0.9 meters
 AE6984
 AE6984  HISTORY     - Date     Condition        Report By
 AE6984  HISTORY     - 1997     MONUMENTED       NGS
 AE6984  HISTORY     - 20020824 GOOD             USPSQD
 AE6984
 AE6984                          STATION DESCRIPTION
 AE6984
 AE6984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6984'5.4 KM (3.35 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 287 FROM THE
 AE6984'JUNCTION OF U.S.  HIGHWAY 79 IN PALESTINE, 26.0 M (85.3 FT) EAST OF
 AE6984'THE SOUTH LEG OF A SIGN (ANDERSON COUNTY YOUTH LIVESTOCK ASSOCIATION)
 AE6984', 19.9 M (65.3 FT) NORTH OF THE HIGHWAY CENTERLINE, 15.9 M (52.2 FT)
 AE6984'WEST OF THE CENTER OF A DRIVEWAY, 8.6 M (28.2 FT) WEST OF A FENCE
 AE6984'CORNER, AND 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 AE6984'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE6984'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE6984
 AE6984                          STATION RECOVERY (2002)
 AE6984
 AE6984'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 AE6984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0131 ***********************************************************************
 CS0131  DESIGNATION -  A 153
 CS0131  PID         -  CS0131
 CS0131  STATE/COUNTY-  TX/KAUFMAN
 CS0131  USGS QUAD   -  POETRY (1980)
 CS0131
 CS0131                         *CURRENT SURVEY CONTROL
 CS0131  ___________________________________________________________________
 CS0131* NAD 83(1986)-  32 48 33.     (N)    096 12 51.     (W)     SCALED    
 CS0131* NAVD 88     -       161.921  (meters)     531.24   (feet)  ADJUSTED  
 CS0131  ___________________________________________________________________
 CS0131  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0131  DYNAMIC HT  -         161.742 (meters)     530.65  (feet)  COMP
 CS0131  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 CS0131
 CS0131  VERT ORDER  -  SECOND    CLASS 0
 CS0131
 CS0131.The horizontal coordinates were scaled from a topographic map and have
 CS0131.an estimated accuracy of +/- 6 seconds.
 CS0131
 CS0131.The orthometric height was determined by differential leveling
 CS0131.and adjusted by the National Geodetic Survey in June 1991..
 CS0131.WARNING-Repeat measurements at this control monument indicate possible
 CS0131.vertical movement.
 CS0131
 CS0131.The geoid height was determined by GEOID03.
 CS0131
 CS0131.The dynamic height is computed by dividing the NAVD 88
 CS0131.geopotential number by the normal gravity value computed on the
 CS0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0131.degrees latitude (g = 980.6199 gals.).
 CS0131
 CS0131.The modeled gravity was interpolated from observed gravity values.
 CS0131
 CS0131;                    North         East    Units  Estimated Accuracy
 CS0131;SPC TXNC     - 2,129,020.      814,040.      MT  (+/- 180 meters Scaled)
 CS0131
 CS0131                          SUPERSEDED SURVEY CONTROL
 CS0131
 CS0131  NGVD 29 (??/??/92)  161.922  (m)          531.24   (f) ADJ UNCH    2 0
 CS0131
 CS0131.Superseded values are not recommended for survey control.
 CS0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0131.See file dsdata.txt to determine how the superseded data were derived.
 CS0131
 CS0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB608335(NAD 83)
 CS0131_MARKER: DB = BENCH MARK DISK
 CS0131_SETTING: 0 = UNSPECIFIED SETTING
 CS0131_STAMPING: A 153 1933
 CS0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0131
 CS0131  HISTORY     - Date     Condition        Report By
 CS0131  HISTORY     - 1933     MONUMENTED       CGS
 CS0131  HISTORY     - 1975     GOOD             USGS
 CS0131
 CS0131                          STATION DESCRIPTION
 CS0131
 CS0131'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 CS0131'6.2 MI N FROM TERRELL.
 CS0131'E. EDGE OF QUINLAN, TEXAS AT HWY INT. TEXAS 34 AND 276.  THENCE S.
 CS0131'ALONG HWY. 34 FOR 9.51 MI. TO RD. NW.  THENCE RIGHT NW ALONG GRADED
 CS0131'DIRT RD. FOR 0.43 MI. TO BM SITE, 45 FT. N. RD. AND 45 FT. E. OF OLD
 CS0131'RR GRADE.  PROJECTING 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0586 ***********************************************************************
 DM0586  DESIGNATION -  A 155
 DM0586  PID         -  DM0586
 DM0586  STATE/COUNTY-  TX/LAMAR
 DM0586  USGS QUAD   -  PARIS (1984)
 DM0586
 DM0586                         *CURRENT SURVEY CONTROL
 DM0586  ___________________________________________________________________
 DM0586* NAD 83(1986)-  33 38 45.     (N)    095 31 55.     (W)     SCALED    
 DM0586* NAVD 88     -       161.633  (meters)     530.29   (feet)  ADJUSTED  
 DM0586  ___________________________________________________________________
 DM0586  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DM0586  DYNAMIC HT  -         161.463 (meters)     529.73  (feet)  COMP
 DM0586  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 DM0586
 DM0586  VERT ORDER  -  SECOND    CLASS 0
 DM0586
 DM0586.The horizontal coordinates were scaled from a topographic map and have
 DM0586.an estimated accuracy of +/- 6 seconds.
 DM0586
 DM0586.The orthometric height was determined by differential leveling
 DM0586.and adjusted by the National Geodetic Survey in June 1991..
 DM0586
 DM0586.The geoid height was determined by GEOID03.
 DM0586
 DM0586.The dynamic height is computed by dividing the NAVD 88
 DM0586.geopotential number by the normal gravity value computed on the
 DM0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0586.degrees latitude (g = 980.6199 gals.).
 DM0586
 DM0586.The modeled gravity was interpolated from observed gravity values.
 DM0586
 DM0586;                    North         East    Units  Estimated Accuracy
 DM0586;SPC TXNC     - 2,223,360.      875,280.      MT  (+/- 180 meters Scaled)
 DM0586
 DM0586                          SUPERSEDED SURVEY CONTROL
 DM0586
 DM0586  NGVD 29 (??/??/92)  161.615  (m)          530.23   (f) ADJ UNCH    2 0
 DM0586
 DM0586.Superseded values are not recommended for survey control.
 DM0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0586.See file dsdata.txt to determine how the superseded data were derived.
 DM0586
 DM0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT651257(NAD 83)
 DM0586_MARKER: DB = BENCH MARK DISK
 DM0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0586_STAMPING: 530.232 A 155 1933
 DM0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0586+STABILITY: SURFACE MOTION
 DM0586
 DM0586  HISTORY     - Date     Condition        Report By
 DM0586  HISTORY     - 1933     MONUMENTED       CGS
 DM0586  HISTORY     - 1965     GOOD             NGS
 DM0586  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0586
 DM0586                          STATION DESCRIPTION
 DM0586
 DM0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0586'1.4 MI E FROM PARIS.
 DM0586'ABOUT 1.4 MILES EAST ALONG THE PARIS AND MT. PLEASANT RAILROAD FROM
 DM0586'PARIS, LAMAR COUNTY, 38 FEET EAST OF THE CROSSING OF NOYES AVENUE, ON
 DM0586'THE WEST SIDE OF THE STADIUM, 41 FEET SOUTH OF THE CENTER LINE OF THE
 DM0586'TRACK, AND 4 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED 530.232 A
 DM0586'155 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RAILROAD
 DM0586'GRADE HAS BEEN ABANDONED AND THE TRACKS HAVE BEEN REMOVED.
 DM0586
 DM0586                          STATION RECOVERY (1965)
 DM0586
 DM0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DM0586'RECOVERED IN GOOD CONDITION.
 DM0586
 DM0586                          STATION RECOVERY (1995)
 DM0586
 DM0586'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0463 ***********************************************************************
 DM0463  DESIGNATION -  A 156
 DM0463  PID         -  DM0463
 DM0463  STATE/COUNTY-  TX/TITUS
 DM0463  USGS QUAD   -  TALCO (1964)
 DM0463
 DM0463                         *CURRENT SURVEY CONTROL
 DM0463  ___________________________________________________________________
 DM0463* NAD 83(1986)-  33 17 13.     (N)    095 02 16.     (W)     SCALED    
 DM0463* NAVD 88     -       105.811  (meters)     347.15   (feet)  ADJUSTED  
 DM0463  ___________________________________________________________________
 DM0463  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DM0463  DYNAMIC HT  -         105.697 (meters)     346.77  (feet)  COMP
 DM0463  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 DM0463
 DM0463  VERT ORDER  -  SECOND    CLASS 0
 DM0463
 DM0463.The horizontal coordinates were scaled from a topographic map and have
 DM0463.an estimated accuracy of +/- 6 seconds.
 DM0463
 DM0463.The orthometric height was determined by differential leveling
 DM0463.and adjusted by the National Geodetic Survey in June 1991..
 DM0463
 DM0463.The geoid height was determined by GEOID03.
 DM0463
 DM0463.The dynamic height is computed by dividing the NAVD 88
 DM0463.geopotential number by the normal gravity value computed on the
 DM0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0463.degrees latitude (g = 980.6199 gals.).
 DM0463
 DM0463.The modeled gravity was interpolated from observed gravity values.
 DM0463
 DM0463;                    North         East    Units  Estimated Accuracy
 DM0463;SPC TXNC     - 2,184,990.      922,410.      MT  (+/- 180 meters Scaled)
 DM0463
 DM0463                          SUPERSEDED SURVEY CONTROL
 DM0463
 DM0463  NGVD 29 (??/??/92)  105.817  (m)          347.17   (f) ADJ UNCH    2 0
 DM0463
 DM0463.Superseded values are not recommended for survey control.
 DM0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0463.See file dsdata.txt to determine how the superseded data were derived.
 DM0463
 DM0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS102849(NAD 83)
 DM0463_MARKER: DB = BENCH MARK DISK
 DM0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0463_SP_SET: WELL CASING
 DM0463_STAMPING: A 156 1933
 DM0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0463
 DM0463  HISTORY     - Date     Condition        Report By
 DM0463  HISTORY     - 1933     MONUMENTED       CGS
 DM0463  HISTORY     - 1950     GOOD             LOCENG
 DM0463
 DM0463                          STATION DESCRIPTION
 DM0463
 DM0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0463'7.0 MI SE FROM TALCO.
 DM0463'7.0 MILES SOUTHEAST OF, ALONG P. AND M.P.RY.  2.8 MILES SOUTHEAST OF
 DM0463'EIKHOFF SPUR, MILE 40.4, 2.3 MILES NORTHWEST OF RIPLEY SIDING, ON OPEN
 DM0463'FLAT, 135 FEET EAST OF RAILROAD CENTER-LINE.  TABLET IN WEST VERTICAL
 DM0463'FACE OF MASONERY WELL CASING, 1.5 FEET ABOVE GROUND.  NOTE-- THE OPEN
 DM0463'FLAT IS NOW AN OAK GROVE.  MARK IS 185 FT W OF THE CENTERLINE OF A
 DM0463'NORTH AND SOUTH DIRT ROAD.
 DM0463
 DM0463                          STATION RECOVERY (1950)
 DM0463
 DM0463'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 DM0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0297 ***********************************************************************
 DM0297  DESIGNATION -  A 157
 DM0297  PID         -  DM0297
 DM0297  STATE/COUNTY-  TX/MORRIS
 DM0297  USGS QUAD   -  NAPLES (1980)
 DM0297
 DM0297                         *CURRENT SURVEY CONTROL
 DM0297  ___________________________________________________________________
 DM0297* NAD 83(1986)-  33 10 50.     (N)    094 44 41.     (W)     SCALED    
 DM0297* NAVD 88     -       124.498  (meters)     408.46   (feet)  ADJUSTED  
 DM0297  ___________________________________________________________________
 DM0297  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0297  DYNAMIC HT  -         124.363 (meters)     408.01  (feet)  COMP
 DM0297  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 DM0297
 DM0297  VERT ORDER  -  SECOND    CLASS 0
 DM0297
 DM0297.The horizontal coordinates were scaled from a topographic map and have
 DM0297.an estimated accuracy of +/- 6 seconds.
 DM0297
 DM0297.The orthometric height was determined by differential leveling
 DM0297.and adjusted by the National Geodetic Survey in June 1991..
 DM0297
 DM0297.The geoid height was determined by GEOID03.
 DM0297
 DM0297.The dynamic height is computed by dividing the NAVD 88
 DM0297.geopotential number by the normal gravity value computed on the
 DM0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0297.degrees latitude (g = 980.6199 gals.).
 DM0297
 DM0297.The modeled gravity was interpolated from observed gravity values.
 DM0297
 DM0297;                    North         East    Units  Estimated Accuracy
 DM0297;SPC TXNC     - 2,174,130.      950,110.      MT  (+/- 180 meters Scaled)
 DM0297
 DM0297                          SUPERSEDED SURVEY CONTROL
 DM0297
 DM0297  NGVD 29 (??/??/92)  124.502  (m)          408.47   (f) ADJ UNCH    2 0
 DM0297
 DM0297.Superseded values are not recommended for survey control.
 DM0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0297.See file dsdata.txt to determine how the superseded data were derived.
 DM0297
 DM0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS373726(NAD 83)
 DM0297_MARKER: DB = BENCH MARK DISK
 DM0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0297_SP_SET: STEPS
 DM0297_STAMPING: A 157 1933
 DM0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0297
 DM0297  HISTORY     - Date     Condition        Report By
 DM0297  HISTORY     - 1933     MONUMENTED       CGS
 DM0297  HISTORY     - 1943     GOOD             NGS
 DM0297
 DM0297                          STATION DESCRIPTION
 DM0297
 DM0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0297'IN OMAHA.
 DM0297'COTTON BELT DEPOT, 50 FEET NORTHWEST OF BUILDING, ON TOP OF CONCRETE
 DM0297'RETAINING WALL NEAR ITS CENTER OF LENGTH, 80 FEET NORTH OF MAIN
 DM0297'RAILROAD TRACK CENTER-LINE, WEST END OF STEPS, 5 INCHES EAST OF
 DM0297'BANNISTER POST.  TABLET CEMENTED IN CONCRETE.
 DM0297
 DM0297                          STATION RECOVERY (1943)
 DM0297
 DM0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DM0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0206 ***********************************************************************
 DM0206  DESIGNATION -  A 158
 DM0206  PID         -  DM0206
 DM0206  STATE/COUNTY-  TX/BOWIE
 DM0206  USGS QUAD   -  TEXARKANA (1975)
 DM0206
 DM0206                         *CURRENT SURVEY CONTROL
 DM0206  ___________________________________________________________________
 DM0206* NAD 83(1986)-  33 23 36.     (N)    094 03 38.     (W)     SCALED    
 DM0206* NAVD 88     -        80.627  (meters)     264.52   (feet)  ADJUSTED  
 DM0206  ___________________________________________________________________
 DM0206  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM0206  DYNAMIC HT  -          80.541 (meters)     264.24  (feet)  COMP
 DM0206  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 DM0206
 DM0206  VERT ORDER  -  SECOND    CLASS 0
 DM0206
 DM0206.The horizontal coordinates were scaled from a topographic map and have
 DM0206.an estimated accuracy of +/- 6 seconds.
 DM0206
 DM0206.The orthometric height was determined by differential leveling
 DM0206.and adjusted by the National Geodetic Survey in June 1991..
 DM0206
 DM0206.The geoid height was determined by GEOID03.
 DM0206
 DM0206.The dynamic height is computed by dividing the NAVD 88
 DM0206.geopotential number by the normal gravity value computed on the
 DM0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0206.degrees latitude (g = 980.6199 gals.).
 DM0206
 DM0206.The modeled gravity was interpolated from observed gravity values.
 DM0206
 DM0206;                    North         East    Units  Estimated Accuracy
 DM0206;SPC TXNC     - 2,200,200.    1,012,860.      MT  (+/- 180 meters Scaled)
 DM0206
 DM0206                          SUPERSEDED SURVEY CONTROL
 DM0206
 DM0206  NGVD 29 (??/??/92)   80.651  (m)          264.60   (f) ADJ UNCH    2 0
 DM0206
 DM0206.Superseded values are not recommended for survey control.
 DM0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0206.See file dsdata.txt to determine how the superseded data were derived.
 DM0206
 DM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS013953(NAD 83)
 DM0206_MARKER: DB = BENCH MARK DISK
 DM0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0206_SP_SET: ABUTMENT
 DM0206_STAMPING: 264.602 A 158 1933
 DM0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0206
 DM0206  HISTORY     - Date     Condition        Report By
 DM0206  HISTORY     - 1933     MONUMENTED       CGS
 DM0206  HISTORY     - 1934     GOOD             NGS
 DM0206  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0206
 DM0206                          STATION DESCRIPTION
 DM0206
 DM0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0206'2.1 MI S FROM TEXARKANA.
 DM0206'ABOUT 2.1 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 DM0206'STATION AT TEXARKANA, BOWIE COUNTY, ABOUT 0.2 MILE NORTHEAST OF THE
 DM0206'INTERNATIONAL CREOSOTING AND CONSTRUCTION CO., OPPOSITE THE SIXTH POLE
 DM0206'SOUTH OF MILEPOST 2, AT BRIDGE 2.1, IN THE TOP OF THE SOUTH CONCRETE
 DM0206'ABUTMENT, AND 15 FEET EAST OF THE CENTER LINE OF THE TRACK. A STANDARD
 DM0206'DISK, STAMPED 264.602 A 158 1933.
 DM0206
 DM0206                          STATION RECOVERY (1997)
 DM0206
 DM0206'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0054 ***********************************************************************
 CR0054  DESIGNATION -  A 159
 CR0054  PID         -  CR0054
 CR0054  STATE/COUNTY-  TX/MARION
 CR0054  USGS QUAD   -  JEFFERSON (1962)
 CR0054
 CR0054                         *CURRENT SURVEY CONTROL
 CR0054  ___________________________________________________________________
 CR0054* NAD 83(1986)-  32 49 32.     (N)    094 18 22.     (W)     SCALED    
 CR0054* NAVD 88     -        77.613  (meters)     254.64   (feet)  ADJUSTED  
 CR0054  ___________________________________________________________________
 CR0054  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR0054  DYNAMIC HT  -          77.527 (meters)     254.35  (feet)  COMP
 CR0054  MODELED GRAV-     979,527.6   (mgal)                       NAVD 88
 CR0054
 CR0054  VERT ORDER  -  SECOND    CLASS 0
 CR0054
 CR0054.The horizontal coordinates were scaled from a topographic map and have
 CR0054.an estimated accuracy of +/- 6 seconds.
 CR0054
 CR0054.The orthometric height was determined by differential leveling
 CR0054.and adjusted by the National Geodetic Survey in June 1991..
 CR0054
 CR0054.The geoid height was determined by GEOID03.
 CR0054
 CR0054.The dynamic height is computed by dividing the NAVD 88
 CR0054.geopotential number by the normal gravity value computed on the
 CR0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0054.degrees latitude (g = 980.6199 gals.).
 CR0054
 CR0054.The modeled gravity was interpolated from observed gravity values.
 CR0054
 CR0054;                    North         East    Units  Estimated Accuracy
 CR0054;SPC TXNC     - 2,136,350.      992,550.      MT  (+/- 180 meters Scaled)
 CR0054
 CR0054                          SUPERSEDED SURVEY CONTROL
 CR0054
 CR0054  NGVD 29 (??/??/92)   77.660  (m)          254.79   (f) ADJ UNCH    2 0
 CR0054
 CR0054.Superseded values are not recommended for survey control.
 CR0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0054.See file dsdata.txt to determine how the superseded data were derived.
 CR0054
 CR0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS777327(NAD 83)
 CR0054_MARKER: DB = BENCH MARK DISK
 CR0054_SETTING: 66 = SET IN ROCK OUTCROP
 CR0054_SP_SET: ROCK LEDGE
 CR0054_STAMPING: 254.790 A 159 1934
 CR0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CR0054+STABILITY: POSITION/ELEVATION WELL
 CR0054
 CR0054  HISTORY     - Date     Condition        Report By
 CR0054  HISTORY     - 1934     MONUMENTED       CGS
 CR0054  HISTORY     - 1960     MARK NOT FOUND   NGS
 CR0054  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0054
 CR0054                          STATION DESCRIPTION
 CR0054
 CR0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0054'3.8 MI S FROM LODI.
 CR0054'ABOUT 3.8 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CR0054'STATION AT LODI, MARION COUNTY, ABOUT 0.2 MILE SOUTH OF A ROAD
 CR0054'CROSSING, AT MILEAGE 45.8, NEAR THE NORTH END OF A FILL, ABOUT 50 FEET
 CR0054'WEST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF A ROCK LEDGE.
 CR0054'A STANDARD DISK, STAMPED 254.790 A 159 1934.
 CR0054
 CR0054                          STATION RECOVERY (1960)
 CR0054
 CR0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CR0054'MARK NOT FOUND.
 CR0054
 CR0054                          STATION RECOVERY (2003)
 CR0054
 CR0054'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0314 ***********************************************************************
 CC0314  DESIGNATION -  A 16
 CC0314  PID         -  CC0314
 CC0314  STATE/COUNTY-  TX/WARD
 CC0314  USGS QUAD   -  QUITO DRAW (1981)
 CC0314
 CC0314                         *CURRENT SURVEY CONTROL
 CC0314  ___________________________________________________________________
 CC0314* NAD 83(1986)-  31 28 42.     (N)    103 19 05.     (W)     SCALED    
 CC0314* NAVD 88     -       810.862  (meters)    2660.30   (feet)  POSTED    
 CC0314  ___________________________________________________________________
 CC0314  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CC0314  DYNAMIC HT  -         809.680 (meters)    2656.43  (feet)  COMP
 CC0314  MODELED GRAV-     979,161.1   (mgal)                       NAVD 88
 CC0314
 CC0314  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0314
 CC0314.The horizontal coordinates were scaled from a topographic map and have
 CC0314.an estimated accuracy of +/- 6 seconds.
 CC0314
 CC0314.The orthometric height was determined by differential leveling
 CC0314.and adjusted by the National Geodetic Survey in 1992..
 CC0314.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0314.rate of 0.0 thru 1.0 mm/km.
 CC0314
 CC0314.The geoid height was determined by GEOID03.
 CC0314
 CC0314.The dynamic height is computed by dividing the NAVD 88
 CC0314.geopotential number by the normal gravity value computed on the
 CC0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0314.degrees latitude (g = 980.6199 gals.).
 CC0314
 CC0314.The modeled gravity was interpolated from observed gravity values.
 CC0314
 CC0314;                    North         East    Units  Estimated Accuracy
 CC0314;SPC TX C     - 3,204,640.      416,440.      MT  (+/- 180 meters Scaled)
 CC0314
 CC0314                          SUPERSEDED SURVEY CONTROL
 CC0314
 CC0314.No superseded survey control is available for this station.
 CC0314
 CC0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ597838(NAD 83)
 CC0314_MARKER: B = BOLT
 CC0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0314_SP_SET: COPING STONE
 CC0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0314
 CC0314  HISTORY     - Date     Condition        Report By
 CC0314  HISTORY     - UNK      MONUMENTED       CGS
 CC0314  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0314
 CC0314                          STATION DESCRIPTION
 CC0314
 CC0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0314'2.0 MI W FROM QUITO.
 CC0314'2.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM QUITO, IN THE
 CC0314'WEST ABUTMENT OF BRIDGE 635 D, ON THE TOP OF THE NORTH END OF THE
 CC0314'COPING STONE, 3 FEET SOUTH OF THE NORTH END OF THE STONE, 2 FEET WEST
 CC0314'OF THE EAST SIDE, 7 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 CC0314'ABOUT 3 FEET LOWER THAN THE RAIL.  COPPER BOLT.  NOTE-- BRIDGE WAS
 CC0314'REFACED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0032 ***********************************************************************
 AM0032  DESIGNATION -  A 16 B DOWCO
 AM0032  PID         -  AM0032
 AM0032  STATE/COUNTY-  TX/BRAZORIA
 AM0032  USGS QUAD   -  FREEPORT (1974)
 AM0032
 AM0032                         *CURRENT SURVEY CONTROL
 AM0032  ___________________________________________________________________
 AM0032* NAD 83(1986)-  28 56 49.     (N)    095 19 06.     (W)     SCALED    
 AM0032* NAVD 88     -         1.65   (+/-2cm)       5.4    (feet)  VERTCON   
 AM0032  ___________________________________________________________________
 AM0032  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AM0032
 AM0032  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0032
 AM0032.The horizontal coordinates were scaled from a topographic map and have
 AM0032.an estimated accuracy of +/- 6 seconds.
 AM0032
 AM0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0032.The vertical order pertains to the NGVD 29 superseded value.
 AM0032
 AM0032.The geoid height was determined by GEOID03.
 AM0032
 AM0032;                    North         East    Units  Estimated Accuracy
 AM0032;SPC TXSC     - 4,129,070.      958,820.      MT  (+/- 180 meters Scaled)
 AM0032
 AM0032                          SUPERSEDED SURVEY CONTROL
 AM0032
 AM0032  NGVD 29 (??/??/92)    1.677  (m)            5.50   (f) ADJ UNCH    1 1
 AM0032
 AM0032.Superseded values are not recommended for survey control.
 AM0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0032.See file dsdata.txt to determine how the superseded data were derived.
 AM0032
 AM0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN740043(NAD 83)
 AM0032_MARKER: DD = SURVEY DISK
 AM0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0032_SP_SET: PUMP PEDESTAL
 AM0032_STAMPING: A-16-B
 AM0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0032
 AM0032  HISTORY     - Date     Condition        Report By
 AM0032  HISTORY     - UNK      MONUMENTED       DOWCO
 AM0032  HISTORY     - 1973     GOOD             NGS
 AM0032  HISTORY     - 1978     GOOD             NGS
 AM0032
 AM0032                          STATION DESCRIPTION
 AM0032
 AM0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0032'IN DOW PLANT A.
 AM0032'AT DOW PLANT A, AT THE CENTER ALONG THE SOUTHEAST SIDE OF BLOCK A-12,
 AM0032'ALONG POT HOUSE ROAD, ABOUT MIDWAY BETWEEN ETHYLENE AND TRAVERSE
 AM0032'ROADS, IN THE TOP AND 0.3 FOOT WEST OF THE EAST CORNER OF A 3- BY
 AM0032'3-FOOT CONCRETE FOUNDATION OF THE PUMP PEDESTAL OF WATER WELL NO. 12,
 AM0032'115 FEET NORTHWEST OF THE CENTER LINE OF POT HOUSE ROAD, 391 FEET
 AM0032'NORTHEAST OF THE CENTER LINE OF TRAVERSE ROAD, 50.6 FEET SOUTHEAST OF
 AM0032'THE SOUTHEAST WALL OF BUILDING A 1217, THE CONCRETE PEDESTAL IS
 AM0032'ATTACHED TO THE TOP OF A 14-INCH WELL CASING WHICH IS CEMENTED TO A
 AM0032'DEPTH OF 961 FEET, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 AM0032
 AM0032                          STATION RECOVERY (1978)
 AM0032
 AM0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0273 ***********************************************************************
 CR0273  DESIGNATION -  A 160
 CR0273  PID         -  CR0273
 CR0273  STATE/COUNTY-  TX/HARRISON
 CR0273  USGS QUAD   -  LONGVIEW HEIGHTS (1978)
 CR0273
 CR0273                         *CURRENT SURVEY CONTROL
 CR0273  ___________________________________________________________________
 CR0273* NAD 83(1986)-  32 30 14.     (N)    094 39 17.     (W)     SCALED    
 CR0273* NAVD 88     -       101.781  (meters)     333.93   (feet)  ADJUSTED  
 CR0273  ___________________________________________________________________
 CR0273  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CR0273  DYNAMIC HT  -         101.664 (meters)     333.54  (feet)  COMP
 CR0273  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 CR0273
 CR0273  VERT ORDER  -  SECOND    CLASS 0
 CR0273
 CR0273.The horizontal coordinates were scaled from a topographic map and have
 CR0273.an estimated accuracy of +/- 6 seconds.
 CR0273
 CR0273.The orthometric height was determined by differential leveling
 CR0273.and adjusted by the National Geodetic Survey in June 1991..
 CR0273
 CR0273.The geoid height was determined by GEOID03.
 CR0273
 CR0273.The dynamic height is computed by dividing the NAVD 88
 CR0273.geopotential number by the normal gravity value computed on the
 CR0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0273.degrees latitude (g = 980.6199 gals.).
 CR0273
 CR0273.The modeled gravity was interpolated from observed gravity values.
 CR0273
 CR0273;                    North         East    Units  Estimated Accuracy
 CR0273;SPC TXNC     - 2,099,450.      961,240.      MT  (+/- 180 meters Scaled)
 CR0273
 CR0273                          SUPERSEDED SURVEY CONTROL
 CR0273
 CR0273  NGVD 29 (??/??/92)  101.812  (m)          334.03   (f) ADJ UNCH    2 0
 CR0273
 CR0273.Superseded values are not recommended for survey control.
 CR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0273.See file dsdata.txt to determine how the superseded data were derived.
 CR0273
 CR0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR445974(NAD 83)
 CR0273_MARKER: DB = BENCH MARK DISK
 CR0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0273_STAMPING: A 160 1934
 CR0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0273+STABILITY: SURFACE MOTION
 CR0273
 CR0273  HISTORY     - Date     Condition        Report By
 CR0273  HISTORY     - 1934     MONUMENTED       CGS
 CR0273  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 CR0273
 CR0273                          STATION DESCRIPTION
 CR0273
 CR0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0273'4.5 MI E FROM LONGVIEW.
 CR0273'4.5 MILES EAST OF LONGVIEW JUNCTION, ALONG TEXAS AND PACIFIC R.R.
 CR0273'BETWEEN 6TH AND 7TH TELEGRAPH POST SOUTHWEST OF MILEPOST 85.  IN
 CR0273'NORTHEAST CORNER OF CROSSING, 14 YARDS EAST OF DIRT ROAD C.L.  48 FEET
 CR0273'NORTH OF TRACK C.L.  ABOUT 14 YARDS SOUTH OF U.S. HIGHWAY 80 (STATE
 CR0273'15).  12 FEET NORTHWEST OF CREOSOTED TELEPHONE POST.  3 FEET SOUTHEAST
 CR0273'OF FENCE CORNER, INSIDE OF R.R. RIGHT OF WAY.  TABLET SET IN TOP OF
 CR0273'CONCRETE POST.
 CR0273
 CR0273                          STATION RECOVERY (1972)
 CR0273
 CR0273'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CR0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0450 ***********************************************************************
 CR0450  DESIGNATION -  A 161
 CR0450  PID         -  CR0450
 CR0450  STATE/COUNTY-  TX/SMITH
 CR0450  USGS QUAD   -  TROUP EAST (1973)
 CR0450
 CR0450                         *CURRENT SURVEY CONTROL
 CR0450  ___________________________________________________________________
 CR0450* NAD 83(1986)-  32 13 41.     (N)    095 03 26.     (W)     SCALED    
 CR0450* NAVD 88     -       153.329  (meters)     503.05   (feet)  ADJUSTED  
 CR0450  ___________________________________________________________________
 CR0450  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0450  DYNAMIC HT  -         153.149 (meters)     502.46  (feet)  COMP
 CR0450  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 CR0450
 CR0450  VERT ORDER  -  SECOND    CLASS 0
 CR0450
 CR0450.The horizontal coordinates were scaled from a topographic map and have
 CR0450.an estimated accuracy of +/- 6 seconds.
 CR0450
 CR0450.The orthometric height was determined by differential leveling
 CR0450.and adjusted by the National Geodetic Survey in June 1991..
 CR0450
 CR0450.The geoid height was determined by GEOID03.
 CR0450
 CR0450.The dynamic height is computed by dividing the NAVD 88
 CR0450.geopotential number by the normal gravity value computed on the
 CR0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0450.degrees latitude (g = 980.6199 gals.).
 CR0450
 CR0450.The modeled gravity was interpolated from observed gravity values.
 CR0450
 CR0450;                    North         East    Units  Estimated Accuracy
 CR0450;SPC TXNC     - 2,067,570.      924,450.      MT  (+/- 180 meters Scaled)
 CR0450
 CR0450                          SUPERSEDED SURVEY CONTROL
 CR0450
 CR0450  NGVD 29 (??/??/92)  153.345  (m)          503.10   (f) ADJ UNCH    2 0
 CR0450
 CR0450.Superseded values are not recommended for survey control.
 CR0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0450.See file dsdata.txt to determine how the superseded data were derived.
 CR0450
 CR0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR061675(NAD 83)
 CR0450_MARKER: DB = BENCH MARK DISK
 CR0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0450_SP_SET: BUILDING
 CR0450_STAMPING: A-161 1934
 CR0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0450
 CR0450  HISTORY     - Date     Condition        Report By
 CR0450  HISTORY     - 1934     MONUMENTED       CGS
 CR0450  HISTORY     - 1972     MARK NOT FOUND   USGS
 CR0450  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0450
 CR0450                          STATION DESCRIPTION
 CR0450
 CR0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0450'7.6 MI NE FROM TROUP.
 CR0450'7.6 MILES NORTHEAST OF, ALONG I. AND G.N.R.R. IN THE TOWN OF ARP, IN
 CR0450'THE A.W.ORR MEMORIAL SCHOOL BUILDING 250 FEET NORTH OF MILE POLE 53,
 CR0450'215 FEET NORTH OF THE MAIN LINE TRACK, AND 40 FEET EAST OF SOUTHEAST
 CR0450'CORNER OF THE AUDITORIUM ON SOUTH SIDE OF BUILDING.  TABLET SET
 CR0450'VERTICAL, 4 FEET HIGH STAMPED, A-161 1934.
 CR0450
 CR0450                          STATION RECOVERY (1972)
 CR0450
 CR0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CR0450'MARK NOT FOUND.
 CR0450
 CR0450                          STATION RECOVERY (1991)
 CR0450
 CR0450'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 CR0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1346 ***********************************************************************
 BY1346  DESIGNATION -  A 162
 BY1346  PID         -  BY1346
 BY1346  STATE/COUNTY-  TX/CHEROKEE
 BY1346  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1346
 BY1346                         *CURRENT SURVEY CONTROL
 BY1346  ___________________________________________________________________
 BY1346* NAD 83(1986)-  31 57 52.     (N)    095 16 14.     (W)     SCALED    
 BY1346* NAVD 88     -       159.688  (meters)     523.91   (feet)  ADJUSTED  
 BY1346  ___________________________________________________________________
 BY1346  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1346  DYNAMIC HT  -         159.495 (meters)     523.28  (feet)  COMP
 BY1346  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 BY1346  OBS GRAVITY -     979,434.6   (mgal)                       GRAV_OBS
 BY1346
 BY1346  VERT ORDER  -  FIRST     CLASS II
 BY1346
 BY1346.The horizontal coordinates were scaled from a topographic map and have
 BY1346.an estimated accuracy of +/- 6 seconds.
 BY1346
 BY1346.The orthometric height was determined by differential leveling
 BY1346.and adjusted by the National Geodetic Survey in June 1991..
 BY1346
 BY1346.The geoid height was determined by GEOID03.
 BY1346
 BY1346.The dynamic height is computed by dividing the NAVD 88
 BY1346.geopotential number by the normal gravity value computed on the
 BY1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1346.degrees latitude (g = 980.6199 gals.).
 BY1346
 BY1346.The modeled gravity was interpolated from observed gravity values.
 BY1346.The observed gravity was obtained from relative gravimeter ties
 BY1346.to the IGSN71 gravity network.
 BY1346
 BY1346;                    North         East    Units  Estimated Accuracy
 BY1346;SPC TX C     - 3,265,620.    1,178,430.      MT  (+/- 180 meters Scaled)
 BY1346
 BY1346                          SUPERSEDED SURVEY CONTROL
 BY1346
 BY1346  NGVD 29 (??/??/92)  159.717  (m)          524.00   (f) ADJ UNCH    1 2
 BY1346
 BY1346.Superseded values are not recommended for survey control.
 BY1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1346.See file dsdata.txt to determine how the superseded data were derived.
 BY1346
 BY1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR854387(NAD 83)
 BY1346_MARKER: DB = BENCH MARK DISK
 BY1346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1346_SP_SET: BUILDING
 BY1346_STAMPING: A-162 1934
 BY1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY1346+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2004
 BY1346
 BY1346  HISTORY     - Date     Condition        Report By
 BY1346  HISTORY     - 1934     MONUMENTED       CGS
 BY1346  HISTORY     - 1935     GOOD             NGS
 BY1346  HISTORY     - 1980     GOOD             NGS
 BY1346  HISTORY     - 1990     GOOD             USPSQD
 BY1346  HISTORY     - 19910420 GOOD             USPSQD
 BY1346  HISTORY     - 19960420 GOOD             USPSQD
 BY1346  HISTORY     - 20040216 GOOD             USPSQD
 BY1346
 BY1346                          STATION DESCRIPTION
 BY1346
 BY1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1346'IN JACKSONVILLE.
 BY1346'IN POST OFFICE ON THE NORTHEAST CORNER OF SOUTH JACKSON AND RUSK
 BY1346'STREETS.  IN SOUTH VERTICAL BRICK WALL OF BUILDING 25 FEET EAST OF
 BY1346'RUSK STREET ENTRANCE, 8 FEET WEST OF SOUTHEAST CORNER OF THE BUILDING.
 BY1346'TABLET SET VERTICALLY 4 FEET ABOVE THE GROUND, STAMPED, A-162 1934.
 BY1346
 BY1346                          STATION RECOVERY (1935)
 BY1346
 BY1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BY1346'RECOVERED IN GOOD CONDITION.
 BY1346
 BY1346                          STATION RECOVERY (1980)
 BY1346
 BY1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1346'IN JACKSONVILLE, AT THE NORTHEAST CORNER OF THE INTERSECTION OF SOUTH
 BY1346'JACKSON AND RUSK STREETS, SET VERTICALLY IN THE SOUTH FACE OF THE POST
 BY1346'OFFICE, 38.6 FT. WEST OF THE SOUTHEAST CORNER OF THE POST OFFICE,
 BY1346'25.0 FT. EAST OF THE CENTER OF THE RUSK STREET ENTRANCE.
 BY1346'THE MARK IS 4 FT ABOVE THE SIDEWALK.
 BY1346
 BY1346                          STATION RECOVERY (1990)
 BY1346
 BY1346'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY1346'RECOVERED IN GOOD CONDITION.
 BY1346
 BY1346                          STATION RECOVERY (1991)
 BY1346
 BY1346'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY1346'RECOVERED IN GOOD CONDITION.
 BY1346
 BY1346                          STATION RECOVERY (1996)
 BY1346
 BY1346'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1346'RECOVERED IN GOOD CONDITION.
 BY1346
 BY1346                          STATION RECOVERY (2004)
 BY1346
 BY1346'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BY1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0825 ***********************************************************************
 BY0825  DESIGNATION -  A 163
 BY0825  PID         -  BY0825
 BY0825  STATE/COUNTY-  TX/ANGELINA
 BY0825  USGS QUAD   -  LUFKIN (1980)
 BY0825
 BY0825                         *CURRENT SURVEY CONTROL
 BY0825  ___________________________________________________________________
 BY0825* NAD 83(1986)-  31 20 17.     (N)    094 43 59.     (W)     SCALED    
 BY0825* NAVD 88     -        92.36   (+/-2cm)     303.0    (feet)  VERTCON   
 BY0825  ___________________________________________________________________
 BY0825  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BY0825
 BY0825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0825
 BY0825.The horizontal coordinates were scaled from a topographic map and have
 BY0825.an estimated accuracy of +/- 6 seconds.
 BY0825
 BY0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0825.The vertical order pertains to the NGVD 29 superseded value.
 BY0825
 BY0825.The geoid height was determined by GEOID03.
 BY0825
 BY0825;                    North         East    Units  Estimated Accuracy
 BY0825;SPC TX C     - 3,198,700.    1,232,680.      MT  (+/- 180 meters Scaled)
 BY0825
 BY0825                          SUPERSEDED SURVEY CONTROL
 BY0825
 BY0825  NGVD 29 (??/??/92)   92.403  (m)          303.16   (f) ADJ UNCH    2 0
 BY0825
 BY0825.Superseded values are not recommended for survey control.
 BY0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0825.See file dsdata.txt to determine how the superseded data were derived.
 BY0825
 BY0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ351683(NAD 83)
 BY0825_MARKER: DB = BENCH MARK DISK
 BY0825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0825_SP_SET: BUILDING
 BY0825_STAMPING: A 163 1934 303.349
 BY0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0825
 BY0825  HISTORY     - Date     Condition        Report By
 BY0825  HISTORY     - 1934     MONUMENTED       CGS
 BY0825  HISTORY     - 1949     GOOD             NGS
 BY0825  HISTORY     - 1960     GOOD             NGS
 BY0825  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY0825  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0825
 BY0825                          STATION DESCRIPTION
 BY0825
 BY0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0825'IN LUFKIN.
 BY0825'AT LUFKIN, ON ELLIS STREET BETWEEN NORTH RAGUET AND NORTH DOUGLASS
 BY0825'STREETS, AT THE ELLIS STREET (MAIN) ENTRANCE TO THE OLD LUFKIN HIGH
 BY0825'SCHOOL BUILDING (NOW A GRADE SCHOOL), 8.0 FEET WEST OF THE CENTER OF
 BY0825'THE ENTRANCE, SET VERTICALLY IN THE BRICK WALL, 4.0 FEET ABOVE THE
 BY0825'GROUND.
 BY0825
 BY0825                          STATION RECOVERY (1960)
 BY0825
 BY0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY0825'RECOVERED IN GOOD CONDITION.
 BY0825
 BY0825                          STATION RECOVERY (1990)
 BY0825
 BY0825'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BY0825'MARK NOT FOUND.
 BY0825
 BY0825                          STATION RECOVERY (1998)
 BY0825
 BY0825'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0871 ***********************************************************************
 BL0871  DESIGNATION -  A 164
 BL0871  PID         -  BL0871
 BL0871  STATE/COUNTY-  TX/TRINITY
 BL0871  USGS QUAD   -  TRINITY EAST (1972)
 BL0871
 BL0871                         *CURRENT SURVEY CONTROL
 BL0871  ___________________________________________________________________
 BL0871* NAD 83(1986)-  30 56 40.     (N)    095 22 26.     (W)     SCALED    
 BL0871* NAVD 88     -        69.666  (meters)     228.56   (feet)  ADJUSTED  
 BL0871  ___________________________________________________________________
 BL0871  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0871  DYNAMIC HT  -          69.577 (meters)     228.27  (feet)  COMP
 BL0871  MODELED GRAV-     979,361.6   (mgal)                       NAVD 88
 BL0871
 BL0871  VERT ORDER  -  FIRST     CLASS II
 BL0871
 BL0871.The horizontal coordinates were scaled from a topographic map and have
 BL0871.an estimated accuracy of +/- 6 seconds.
 BL0871
 BL0871.The orthometric height was determined by differential leveling
 BL0871.and adjusted by the National Geodetic Survey in June 1991..
 BL0871
 BL0871.The geoid height was determined by GEOID03.
 BL0871
 BL0871.The dynamic height is computed by dividing the NAVD 88
 BL0871.geopotential number by the normal gravity value computed on the
 BL0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0871.degrees latitude (g = 980.6199 gals.).
 BL0871
 BL0871.The modeled gravity was interpolated from observed gravity values.
 BL0871
 BL0871;                    North         East    Units  Estimated Accuracy
 BL0871;SPC TX C     - 3,152,210.    1,173,710.      MT  (+/- 180 meters Scaled)
 BL0871
 BL0871                          SUPERSEDED SURVEY CONTROL
 BL0871
 BL0871  NGVD 29 (??/??/92)   69.668  (m)          228.57   (f) ADJ UNCH    1 2
 BL0871
 BL0871.Superseded values are not recommended for survey control.
 BL0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0871.See file dsdata.txt to determine how the superseded data were derived.
 BL0871
 BL0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ732258(NAD 83)
 BL0871_MARKER: DB = BENCH MARK DISK
 BL0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0871_SP_SET: CONCRETE FOOTING
 BL0871_STAMPING: A 164 1934
 BL0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0871
 BL0871  HISTORY     - Date     Condition        Report By
 BL0871  HISTORY     - 1934     MONUMENTED       CGS
 BL0871  HISTORY     - 1948     GOOD             NGS
 BL0871  HISTORY     - 1980     GOOD             NGS
 BL0871  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL0871  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0871
 BL0871                          STATION DESCRIPTION
 BL0871
 BL0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BL0871'IN TRINITY.
 BL0871'AT TRINITY, IN THE MOST SOUTHWESTERN OF TWO WATER TOWERS, 231.5 FEET
 BL0871'SOUTH OF THE SOUTHWEST CORNER OF THE MISSOURI PACIFIC RAILROAD
 BL0871'STATION, 133.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 BL0871'SET IN THE TOP OF THE CONCRETE FOOTING OF THE NORTHEAST LEG OF THE
 BL0871'TOWER.
 BL0871
 BL0871                          STATION RECOVERY (1980)
 BL0871
 BL0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0871'RECOVERED IN GOOD CONDITION.
 BL0871
 BL0871                          STATION RECOVERY (1987)
 BL0871
 BL0871'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BL0871'MARK NOT FOUND.
 BL0871
 BL0871                          STATION RECOVERY (1996)
 BL0871
 BL0871'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0580 ***********************************************************************
 BL0580  DESIGNATION -  A 165
 BL0580  PID         -  BL0580
 BL0580  STATE/COUNTY-  TX/POLK
 BL0580  USGS QUAD   -  DALLARDSVILLE (1984)
 BL0580
 BL0580                         *CURRENT SURVEY CONTROL
 BL0580  ___________________________________________________________________
 BL0580* NAD 83(1986)-  30 43 29.     (N)    094 38 10.     (W)     SCALED    
 BL0580* NAVD 88     -       109.30   (+/-2cm)     358.6    (feet)  VERTCON   
 BL0580  ___________________________________________________________________
 BL0580  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL0580
 BL0580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0580
 BL0580.The horizontal coordinates were scaled from a topographic map and have
 BL0580.an estimated accuracy of +/- 6 seconds.
 BL0580
 BL0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0580.The vertical order pertains to the NGVD 29 superseded value.
 BL0580
 BL0580.The geoid height was determined by GEOID03.
 BL0580
 BL0580;                    North         East    Units  Estimated Accuracy
 BL0580;SPC TX C     - 3,131,260.    1,245,370.      MT  (+/- 180 meters Scaled)
 BL0580
 BL0580                          SUPERSEDED SURVEY CONTROL
 BL0580
 BL0580  NGVD 29 (??/??/92)  109.301  (m)          358.60   (f) ADJ UNCH    2 0
 BL0580
 BL0580.Superseded values are not recommended for survey control.
 BL0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0580.See file dsdata.txt to determine how the superseded data were derived.
 BL0580
 BL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ433002(NAD 83)
 BL0580_MARKER: DB = BENCH MARK DISK
 BL0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0580_STAMPING: A 165 1934 358.667
 BL0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0580+STABILITY: SURFACE MOTION
 BL0580
 BL0580  HISTORY     - Date     Condition        Report By
 BL0580  HISTORY     - 1934     MONUMENTED       CGS
 BL0580  HISTORY     - 1949     GOOD             NGS
 BL0580
 BL0580                          STATION DESCRIPTION
 BL0580
 BL0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0580'14.3 MI W FROM WOODVILLE.
 BL0580'14.2 MILES WEST ALONG U. S. HIGHWAY NO. 190 FROM THE COURT HOUSE AT
 BL0580'WOODVILLE, THENCE 0.1 MILE SOUTHEAST ALONG THE CARTER LUMBER TRAM, AT
 BL0580'THE CROSSING OF THE TRAM AND OLD STATE HIGHWAY NO. 45 WHICH IS NOW
 BL0580'ABANDONED AS A HIGHWAY, 59.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 BL0580'THE TRACK, 35.0 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD
 BL0580'LEADING SOUTHEAST, 29.0 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD
 BL0580'HIGHWAY, 1.0 FOOT SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 BL0580'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0562 ***********************************************************************
 BL0562  DESIGNATION -  A 166
 BL0562  PID         -  BL0562
 BL0562  STATE/COUNTY-  TX/POLK
 BL0562  USGS QUAD   -  LIVINGSTON (1984)
 BL0562
 BL0562                         *CURRENT SURVEY CONTROL
 BL0562  ___________________________________________________________________
 BL0562* NAD 83(1986)-  30 42 08.     (N)    094 57 36.     (W)     SCALED    
 BL0562* NAVD 88     -        36.44   (+/-2cm)     119.6    (feet)  VERTCON   
 BL0562  ___________________________________________________________________
 BL0562  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0562
 BL0562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0562
 BL0562.The horizontal coordinates were scaled from a topographic map and have
 BL0562.an estimated accuracy of +/- 6 seconds.
 BL0562
 BL0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0562.The vertical order pertains to the NGVD 29 superseded value.
 BL0562
 BL0562.The geoid height was determined by GEOID03.
 BL0562
 BL0562;                    North         East    Units  Estimated Accuracy
 BL0562;SPC TX C     - 3,127,230.    1,214,510.      MT  (+/- 180 meters Scaled)
 BL0562
 BL0562                          SUPERSEDED SURVEY CONTROL
 BL0562
 BL0562  NGVD 29 (??/??/92)   36.453  (m)          119.60   (f) ADJ UNCH    2 0
 BL0562
 BL0562.Superseded values are not recommended for survey control.
 BL0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0562.See file dsdata.txt to determine how the superseded data were derived.
 BL0562
 BL0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP122982(NAD 83)
 BL0562_MARKER: DB = BENCH MARK DISK
 BL0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0562_SP_SET: CAISSON
 BL0562_STAMPING: 119.698 A 166 1934
 BL0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0562
 BL0562  HISTORY     - Date     Condition        Report By
 BL0562  HISTORY     - 1934     MONUMENTED       CGS
 BL0562  HISTORY     - 1934     GOOD             NGS
 BL0562  HISTORY     - 1980     GOOD             USGS
 BL0562  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0562
 BL0562                          STATION DESCRIPTION
 BL0562
 BL0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0562'2 MI W FROM LIVINGSTON.
 BL0562'ABOUT 2 MILES WEST ALONG THE ABANDONED WACO, BEAUMONT, TRINITY, AND
 BL0562'SABINE RAILWAY FROM LIVINGSTON, POLK COUNTY, AT THE BRIDGE OVER LONG
 BL0562'KING CREEK, AND IN THE TOP OF THE SOUTHEAST CAISSON.  A STANDARD DISK,
 BL0562'STAMPED 119.698 A 166 1934.
 BL0562
 BL0562                          STATION RECOVERY (1980)
 BL0562
 BL0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BL0562'NEW DESCRIPTION .35 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE POST
 BL0562'OFFICE AT LIVINGTON, THENCE .80 MILE ALONG U.S. HIGHWAY 59 TO OLD
 BL0562'RAILWAY GRADE, AT THIS POINT LEAVE TRUCK AND WALK ABOUT 2200 FEET
 BL0562'ALONG OLD RAILWAY GRADE TO BENCH MARK, AT THE OLD BRIDGE OVER LONG
 BL0562'KING CREEK, AND IN THE TOP OF THE SOUTHEAST CASSON. A STANDARD DISK,
 BL0562'STAMPED "119.698 A 166 1934.
 BL0562
 BL0562                          STATION RECOVERY (1997)
 BL0562
 BL0562'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0441 ***********************************************************************
 BL0441  DESIGNATION -  A 167
 BL0441  PID         -  BL0441
 BL0441  STATE/COUNTY-  TX/LIBERTY
 BL0441  USGS QUAD   -  RAYBURN (1997)
 BL0441
 BL0441                         *CURRENT SURVEY CONTROL
 BL0441  ___________________________________________________________________
 BL0441* NAD 83(1986)-  30 25 30.     (N)    094 53 55.     (W)     SCALED    
 BL0441* NAVD 88     -        28.80   (+/-2cm)      94.5    (feet)  VERTCON   
 BL0441  ___________________________________________________________________
 BL0441  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0441
 BL0441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0441
 BL0441.The horizontal coordinates were scaled from a topographic map and have
 BL0441.an estimated accuracy of +/- 6 seconds.
 BL0441
 BL0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0441.The vertical order pertains to the NGVD 29 superseded value.
 BL0441
 BL0441.The geoid height was determined by GEOID03.
 BL0441
 BL0441;                    North         East    Units  Estimated Accuracy
 BL0441;SPC TX C     - 3,096,820.    1,221,880.      MT  (+/- 180 meters Scaled)
 BL0441
 BL0441                          SUPERSEDED SURVEY CONTROL
 BL0441
 BL0441  NGVD 29 (??/??/92)   28.809  (m)           94.52   (f) ADJ UNCH    2 0
 BL0441
 BL0441.Superseded values are not recommended for survey control.
 BL0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0441.See file dsdata.txt to determine how the superseded data were derived.
 BL0441
 BL0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP176674(NAD 83)
 BL0441_MARKER: DB = BENCH MARK DISK
 BL0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0441_STAMPING: A 167 1934
 BL0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0441+STABILITY: SURFACE MOTION
 BL0441
 BL0441  HISTORY     - Date     Condition        Report By
 BL0441  HISTORY     - 1934     MONUMENTED       CGS
 BL0441  HISTORY     - 1941     GOOD             NGS
 BL0441  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0441
 BL0441                          STATION DESCRIPTION
 BL0441
 BL0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 BL0441'8.6 MI W FROM RYE.
 BL0441'8.6 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM RYE,
 BL0441'LIBERTY COUNTY, ABOUT 280 FEET EAST OF THE STATION AT DOLEN, 350 FEET
 BL0441'EAST OF A ROAD CROSSING, 40 FEET SOUTH OF THE MAIN TRACK, AND 53 FEET
 BL0441'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 167 1934
 BL0441'AND SET IN THE TOP OF A CONCRETE POST.
 BL0441
 BL0441                          STATION RECOVERY (1977)
 BL0441
 BL0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0578 ***********************************************************************
 AW0578  DESIGNATION -  A 168
 AW0578  PID         -  AW0578
 AW0578  STATE/COUNTY-  TX/GALVESTON
 AW0578  USGS QUAD   -  GALVESTON (1994)
 AW0578
 AW0578                         *CURRENT SURVEY CONTROL
 AW0578  ___________________________________________________________________
 AW0578* NAD 83(1986)-  29 20 06.     (N)    094 45 08.     (W)     SCALED    
 AW0578* NAVD 88     -         4.024  (meters)      13.20   (feet)  ADJUSTED  
 AW0578  ___________________________________________________________________
 AW0578  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0578  DYNAMIC HT  -           4.019 (meters)      13.19  (feet)  COMP
 AW0578  MODELED GRAV-     979,265.9   (mgal)                       NAVD 88
 AW0578
 AW0578  VERT ORDER  -  FIRST     CLASS II
 AW0578
 AW0578.The horizontal coordinates were scaled from a topographic map and have
 AW0578.an estimated accuracy of +/- 6 seconds.
 AW0578
 AW0578.The orthometric height was determined by differential leveling
 AW0578.and adjusted by the National Geodetic Survey in March 1997..
 AW0578
 AW0578.The geoid height was determined by GEOID03.
 AW0578
 AW0578.The dynamic height is computed by dividing the NAVD 88
 AW0578.geopotential number by the normal gravity value computed on the
 AW0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0578.degrees latitude (g = 980.6199 gals.).
 AW0578
 AW0578.The modeled gravity was interpolated from observed gravity values.
 AW0578
 AW0578;                    North         East    Units  Estimated Accuracy
 AW0578;SPC TXSC     - 4,173,920.    1,012,410.      MT  (+/- 180 meters Scaled)
 AW0578
 AW0578                          SUPERSEDED SURVEY CONTROL
 AW0578
 AW0578  NAVD 88 (06/15/91)    4.064  (m)           13.33   (f) UNKNOWN     1 1
 AW0578  NGVD 29 (12/23/87)    4.061  (m)           13.32   (f) ADJUSTED    1 1
 AW0578
 AW0578.Superseded values are not recommended for survey control.
 AW0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0578.See file dsdata.txt to determine how the superseded data were derived.
 AW0578
 AW0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN298463(NAD 83)
 AW0578_MARKER: DB = BENCH MARK DISK
 AW0578_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0578_SP_SET: SEAWALL
 AW0578_STAMPING: A 168 1936 ELEV 14.537 FT
 AW0578_MARK LOGO: CGS   
 AW0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0578+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AW0578
 AW0578  HISTORY     - Date     Condition        Report By
 AW0578  HISTORY     - 1936     MONUMENTED       CGS
 AW0578  HISTORY     - 1964     GOOD             NGS
 AW0578  HISTORY     - 1978     GOOD             NGS
 AW0578  HISTORY     - 1987     GOOD             USPSQD
 AW0578  HISTORY     - 1987     GOOD             USPSQD
 AW0578  HISTORY     - 1987     GOOD             NGS
 AW0578  HISTORY     - 1988     GOOD             USPSQD
 AW0578  HISTORY     - 1988     GOOD             USPSQD
 AW0578  HISTORY     - 1988     GOOD             USPSQD
 AW0578  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0578  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0578  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0578  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0578  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0578  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0578  HISTORY     - 1990     GOOD             USPSQD
 AW0578  HISTORY     - 19951006 GOOD             CHANCE
 AW0578  HISTORY     - 19960327 GOOD             NGS
 AW0578  HISTORY     - 19961205 GOOD             NGS
 AW0578  HISTORY     - 20020611 GOOD             USPSQD
 AW0578  HISTORY     - 20031210 GOOD             USPSQD
 AW0578  HISTORY     - 20040130 GOOD             USPSQD
 AW0578
 AW0578                          STATION DESCRIPTION
 AW0578
 AW0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0578'3.7 MI NE FROM GALVESTON.
 AW0578'ABOUT 3.7 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0578'CENTER AT GALVESTON, AT THE NORTHEAST END OF THE CONCRETE SEA WALL, 81
 AW0578'FEET SOUTHEAST OF A LARGE ROUND CONCRETE STRUCTURE WHICH WAS USED AS A
 AW0578'GUN EMPLACEMENT, 3 1/2 FEET SOUTHWEST OF A POINT WHERE THE CONCRETE
 AW0578'SEA WALL SLOPES DOWN, SET IN THE CENTER OF THE TOP OF THE CONCRETE
 AW0578'RETAINING WALL ON THE SOUTHEAST SIDE OF THE SEA WALL.
 AW0578
 AW0578                          STATION RECOVERY (1978)
 AW0578
 AW0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0578'RECOVERED IN GOOD CONDITION.
 AW0578
 AW0578                          STATION RECOVERY (1987)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0578'RECOVERED IN GOOD CONDITION.
 AW0578
 AW0578                          STATION RECOVERY (1987)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0578'RECOVERED IN GOOD CONDITION.
 AW0578
 AW0578                          STATION RECOVERY (1987)
 AW0578
 AW0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0578'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.0 KM (3.75
 AW0578'MI) NORTHEAST ALONG SEAWALL BOULEVARD FROM MOODY CENTER IN GALVESTON,
 AW0578'IN THE TOP CENTER OF THE EXTREME NORTHEAST END OF THE CONCRETE
 AW0578'SEAWALL, 26.2 M (86.0 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A
 AW0578'CONCRETE GUN EMPLACEMENT, 60.3 M (197.8 FT) NORTHEAST OF JACINTO RM 1,
 AW0578'7.0 M (23.0 FT) EAST-SOUTHEAST OF THE MOST EASTERLY 1 OF 2 STOP LIGHT
 AW0578'SUPPORT POLES, 1.2 M (3.9 FT) NORTH OF THE NORTH END OF A METAL POST
 AW0578'FOR A WIRE FENCE, 0.6 M (2.0 FT) EAST OF THE NORTHEAST CORNER OF A 2.0
 AW0578'FOOT HIGH EAST-WEST RETAINING WALL, AND 0.3 M (1.0 FT) NORTH-NORTHEAST
 AW0578'OF AN EXPOSED 8-INCH IRON PIPE.
 AW0578'THE MARK IS 0.2 M BELOW THE GROUND.
 AW0578
 AW0578                          STATION RECOVERY (1988)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0578'RECOVERED IN GOOD CONDITION.
 AW0578
 AW0578                          STATION RECOVERY (1988)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0578'RECOVERED IN GOOD CONDITION.
 AW0578
 AW0578                          STATION RECOVERY (1988)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0578'RECOVERED IN GOOD CONDITION.
 AW0578
 AW0578                          STATION RECOVERY (1989)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW0578'MARK NOT FOUND.
 AW0578
 AW0578                          STATION RECOVERY (1989)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0578'MARK NOT FOUND.
 AW0578
 AW0578                          STATION RECOVERY (1989)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0578'MARK NOT FOUND.
 AW0578
 AW0578                          STATION RECOVERY (1989)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0578'MARK NOT FOUND.
 AW0578
 AW0578                          STATION RECOVERY (1989)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0578'MARK NOT FOUND.
 AW0578
 AW0578                          STATION RECOVERY (1989)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0578'MARK NOT FOUND.
 AW0578
 AW0578                          STATION RECOVERY (1990)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0578'RECOVERED IN GOOD CONDITION.
 AW0578
 AW0578                          STATION RECOVERY (1995)
 AW0578
 AW0578'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0578'RECOVERED AS DESCRIBED.  MARK IS LOCATED BETWEEN TWO CONCRETE
 AW0578'BARRIERS.  ADDITIONAL TIES FOLLOW.  1.1 M (3.6 FT) NORTH OF THE SOUTH
 AW0578'FACE OF THE FIRST SEAWALL BOULEVARD BARRIER, 0.9 M (3.0 FT) SOUTH OF
 AW0578'THE CENTER OF THE SECOND CONCRETE BARRIER, 4.0 M (13.1 FT) EAST OF THE
 AW0578'PROJECTED EAST EDGE OF THE BOULEVARD, 5.2 M (17.1 FT) EAST OF THE
 AW0578'EASTERNMOST OF 6 BLOCKADE SUPPORT POSTS.
 AW0578
 AW0578                          STATION RECOVERY (1996)
 AW0578
 AW0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RWD)
 AW0578'RECOVERED AS DESCRIBED.
 AW0578
 AW0578                          STATION RECOVERY (1996)
 AW0578
 AW0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0578'3.9 KM (2.40 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW0578'JUNCTION OF BROADWAY AVENUE IN GALVESTON, IN TOP OF AND 0.5 M (1.6 FT)
 AW0578'WEST OF THE EAST END OF A CONCRETE SEAWALL, 10.0 M (32.8 FT) SOUTHEAST
 AW0578'OF THE EXTENDED BOULEVARD CENTER, 5.2 M (17.1 FT) NORTHEAST OF THE
 AW0578'MOST EASTERLY OF 7 PIPE BARRIER, 0.8 M (2.6 FT) SOUTH OF THE CENTER OF
 AW0578'A RETAINING WALL, 0.6 M (2.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 AW0578'A CONCRETE WALL, 0.3 M (1.0 FT) NORTH OF A 6-INCH PIPE, AND 0.1 M (0.3
 AW0578'FT) BELOW THE GROUND SURFACE.
 AW0578
 AW0578                          STATION RECOVERY (2002)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0578'RECOVERED IN GOOD CONDITION.
 AW0578
 AW0578                          STATION RECOVERY (2003)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0578'RECOVERED IN GOOD CONDITION.
 AW0578
 AW0578                          STATION RECOVERY (2004)
 AW0578
 AW0578'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2688 ***********************************************************************
 AW2688  DESIGNATION -  A 171
 AW2688  PID         -  AW2688
 AW2688  STATE/COUNTY-  TX/GALVESTON
 AW2688  USGS QUAD   -  PORT BOLIVAR (1994)
 AW2688
 AW2688                         *CURRENT SURVEY CONTROL
 AW2688  ___________________________________________________________________
 AW2688* NAD 83(1986)-  29 22 54.     (N)    094 51 39.     (W)     SCALED    
 AW2688* NAVD 88     -         2.89   (+/-2cm)       9.5    (feet)  VERTCON   
 AW2688  ___________________________________________________________________
 AW2688  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW2688
 AW2688  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2688
 AW2688.The horizontal coordinates were scaled from a topographic map and have
 AW2688.an estimated accuracy of +/- 6 seconds.
 AW2688
 AW2688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2688.The vertical order pertains to the NGVD 29 superseded value.
 AW2688
 AW2688.The geoid height was determined by GEOID03.
 AW2688
 AW2688;                    North         East    Units  Estimated Accuracy
 AW2688;SPC TXSC     - 4,178,710.    1,001,690.      MT  (+/- 180 meters Scaled)
 AW2688
 AW2688                          SUPERSEDED SURVEY CONTROL
 AW2688
 AW2688  NGVD 29 (??/??/92)    2.891  (m)            9.48   (f) ADJ UNCH    1 2
 AW2688
 AW2688.Superseded values are not recommended for survey control.
 AW2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2688.See file dsdata.txt to determine how the superseded data were derived.
 AW2688
 AW2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN194517(NAD 83)
 AW2688_MARKER: DB = BENCH MARK DISK
 AW2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2688_STAMPING: A-171 1936
 AW2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2688+STABILITY: SURFACE MOTION
 AW2688
 AW2688  HISTORY     - Date     Condition        Report By
 AW2688  HISTORY     - 1936     MONUMENTED       CGS
 AW2688  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2688  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW2688  HISTORY     - 20041020 MARK NOT FOUND   USPSQD
 AW2688
 AW2688                          STATION DESCRIPTION
 AW2688
 AW2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2688'2.7 MI SE FROM TEXAS CITY.
 AW2688'2.7 MILES SOUTHEAST OF BOARD OF TRADE BUILDING.  ALONG THE TEXAS CITY
 AW2688'DYKE, 2.1 MILES SOUTHEAST OF THE TEXAS CITY SEA WALL, AT WIDE PLACE IN
 AW2688'THE DYKE NEAR POINT WHERE DYKE NARROWS DOWN TO THE SOUTHEAST, ABOUT
 AW2688'150 FEET NORTH OF THE CENTER LINE OF DIM ROAD, 25 FEET SOUTHEAST OF
 AW2688'THE SOUTHEAST SIDE OF WATER HOLE IN THE TOP OF THE DYKE, AND 25 FEET
 AW2688'EAST OF HIGH POINT ON THE TOP OF THE DYKE.
 AW2688
 AW2688                          STATION RECOVERY (1953)
 AW2688
 AW2688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2688'MARK NOT FOUND.
 AW2688
 AW2688                          STATION RECOVERY (1994)
 AW2688
 AW2688'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2688'MARK NOT FOUND.
 AW2688
 AW2688                          STATION RECOVERY (2004)
 AW2688
 AW2688'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1375 ***********************************************************************
 AW1375  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1375  DESIGNATION -  A 172 RESET 1954
 AW1375  PID         -  AW1375
 AW1375  STATE/COUNTY-  TX/GALVESTON
 AW1375  USGS QUAD   -  HIGH ISLAND (1994)
 AW1375
 AW1375                         *CURRENT SURVEY CONTROL
 AW1375  ___________________________________________________________________
 AW1375* NAD 83(1986)-  29 30 37.     (N)    094 29 42.     (W)     SCALED    
 AW1375* NAVD 88     -         1.44   (+/-2cm)       4.7    (feet)  VERTCON   
 AW1375  ___________________________________________________________________
 AW1375  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1375
 AW1375  VERT ORDER  -  THIRD (See Below)
 AW1375
 AW1375.The horizontal coordinates were scaled from a topographic map and have
 AW1375.an estimated accuracy of +/- 6 seconds.
 AW1375
 AW1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1375.The vertical order pertains to the NGVD 29 superseded value.
 AW1375
 AW1375.This Tidal Bench Mark is designated as VM 14107
 AW1375.by the Center for Operational Oceanographic Products and Services.
 AW1375
 AW1375.The geoid height was determined by GEOID03.
 AW1375
 AW1375;                    North         East    Units  Estimated Accuracy
 AW1375;SPC TXSC     - 4,194,260.    1,036,620.      MT  (+/- 180 meters Scaled)
 AW1375
 AW1375                          SUPERSEDED SURVEY CONTROL
 AW1375
 AW1375  NGVD 29 (??/??/??)    1.44   (m)            4.7    (f) RESET       3  
 AW1375
 AW1375.Superseded values are not recommended for survey control.
 AW1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1375.See file dsdata.txt to determine how the superseded data were derived.
 AW1375
 AW1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN550654(NAD 83)
 AW1375_MARKER: DB = BENCH MARK DISK
 AW1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1375_STAMPING: A 172 1936 3.976 RESET 1954
 AW1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1375+STABILITY: SURFACE MOTION
 AW1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1375+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 AW1375
 AW1375  HISTORY     - Date     Condition        Report By
 AW1375  HISTORY     - 1954     MONUMENTED       CGS
 AW1375  HISTORY     - 1960     GOOD             NGS
 AW1375  HISTORY     - 1978     GOOD             NGS
 AW1375  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1375  HISTORY     - 19890307 GOOD             USPSQD
 AW1375  HISTORY     - 19990828 GOOD             USPSQD
 AW1375  HISTORY     - 20020724 GOOD             USPSQD
 AW1375  HISTORY     - 20031104 GOOD             USPSQD
 AW1375
 AW1375                          STATION DESCRIPTION
 AW1375
 AW1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AW1375'IN GILCHRIST.
 AW1375'LOCATED AT GILCHRIST, 0.35 MILE NORTHEAST OF THE BRIDGE OVER THE
 AW1375'CANAL, ALONG THE SOUTHEAST SIDE OF STATE HIGHWAY 87 AT THE
 AW1375'INTERSECTION OF MARGARETE AVENUE AND THE HIGHWAY, 72.0 FEET WEST OF
 AW1375'THE NORTHWEST CORNER OF A HOUSE, 62.0 FEET SOUTHEAST OF THE CENTERLINE
 AW1375'OF THE HIGHWAY, 58.0 FEET NORTHEAST OF A POWERLINE POLE, 30.0 FEET
 AW1375'NORTHEAST OF THE CENTERLINE OF MARGARETE AVENUE AND 1.5 FEET NORTHEAST
 AW1375'OF A WITNESS POST.  A STANDARD DISK STAMPED A 172 1936 3.976 RESET
 AW1375'1954 IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1375
 AW1375                          STATION RECOVERY (1978)
 AW1375
 AW1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1375'ADD=63 FEET NORTHWEST AND ACROSS STREET FROM POWER POLE NUMBER
 AW1375'175 164, 4 FEET EAST OF AN UNDERGROUND CABLE POLE NUMBER 1 61L 1R 1.
 AW1375'NOTE=SHELL ROAD IS NOW MARGARETE STREET.
 AW1375
 AW1375                          STATION RECOVERY (1987)
 AW1375
 AW1375'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1375'MARK NOT FOUND.
 AW1375
 AW1375                          STATION RECOVERY (1989)
 AW1375
 AW1375'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1375'RECOVERED IN GOOD CONDITION.
 AW1375
 AW1375                          STATION RECOVERY (1999)
 AW1375
 AW1375'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1375'RECOVERED IN GOOD CONDITION.
 AW1375
 AW1375                          STATION RECOVERY (2002)
 AW1375
 AW1375'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1375'RECOVERED IN GOOD CONDITION.
 AW1375
 AW1375                          STATION RECOVERY (2003)
 AW1375
 AW1375'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1131 ***********************************************************************
 AW1131  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1131  DESIGNATION -  A 174
 AW1131  PID         -  AW1131
 AW1131  STATE/COUNTY-  TX/HARRIS
 AW1131  USGS QUAD   -  PARK PLACE (1995)
 AW1131
 AW1131                         *CURRENT SURVEY CONTROL
 AW1131  ___________________________________________________________________
 AW1131* NAD 83(1993)-  29 43 20.92162(N)    095 16 38.76093(W)     ADJUSTED  
 AW1131* NAVD 88     -         5.21   (meters)      17.1    (feet)  GPS OBS   
 AW1131  ___________________________________________________________________
 AW1131  X           -    -509,887.316 (meters)                     COMP
 AW1131  Y           -  -5,520,055.485 (meters)                     COMP
 AW1131  Z           -   3,143,683.860 (meters)                     COMP
 AW1131  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW1131  ELLIP HEIGHT-         -22.01  (meters)          (12/03/01) GPS OBS
 AW1131  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW1131  DYNAMIC HT  -           5.20  (meters)      17.1   (feet)  COMP
 AW1131  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 AW1131
 AW1131  HORZ ORDER  -  FIRST
 AW1131  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1131  ELLP ORDER  -  FOURTH    CLASS II
 AW1131
 AW1131.The horizontal coordinates were established by GPS observations
 AW1131.and adjusted by the National Geodetic Survey in December 2001..
 AW1131
 AW1131.The orthometric height was determined by GPS observations and a
 AW1131.high-resolution geoid model using precise GPS observation and
 AW1131.processing techniques. It supersedes the leveled height previously
 AW1131.determined for this station.
 AW1131.The vertical order pertains to the first NAVD 88 superseded value.
 AW1131
 AW1131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1131
 AW1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1131
 AW1131.The ellipsoidal height was determined by GPS observations
 AW1131.and is referenced to NAD 83.
 AW1131
 AW1131.The geoid height was determined by GEOID03.
 AW1131
 AW1131.The dynamic height is computed by dividing the NAVD 88
 AW1131.geopotential number by the normal gravity value computed on the
 AW1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1131.degrees latitude (g = 980.6199 gals.).
 AW1131
 AW1131.The modeled gravity was interpolated from observed gravity values.
 AW1131
 AW1131;                    North         East     Units Scale Factor Converg.
 AW1131;SPC TXSC     - 4,215,099.609   960,069.899   MT  0.99988604   +1 49 25.4
 AW1131;SPC TXSC     -13,829,039.30  3,149,829.33   sFT  0.99988604   +1 49 25.4
 AW1131;UTM  15      - 3,290,205.749   279,708.504   MT  1.00019880   -1 07 46.6
 AW1131
 AW1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1131!SPC TXSC     -   1.00000346  x   0.99988604  =   0.99988950
 AW1131!UTM  15      -   1.00000346  x   1.00019880  =   1.00020226
 AW1131
 AW1131                          SUPERSEDED SURVEY CONTROL
 AW1131
 AW1131  ELLIP H (10/25/00)  -22.04   (m)                       GP(       ) 4 1
 AW1131  NAD 83(1993)-  29 43 20.92250(N)    095 16 38.75985(W) AD(       ) 1
 AW1131  ELLIP H (10/17/96)  -21.91   (m)                       GP(       ) 3 1
 AW1131  NAVD 88 (06/15/91)    5.152  (m)           16.90   (f) ADJUSTED    1 2
 AW1131  NGVD 29 (12/23/87)    5.149  (m)           16.89   (f) ADJUSTED    1 2
 AW1131
 AW1131.Superseded values are not recommended for survey control.
 AW1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1131.See file dsdata.txt to determine how the superseded data were derived.
 AW1131
 AW1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7970990206(NAD 83)
 AW1131_MARKER: DB = BENCH MARK DISK
 AW1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1131_SP_SET: CONCRETE POST
 AW1131_STAMPING: A 174 1936
 AW1131_MARK LOGO: CGS   
 AW1131_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1131+STABILITY: SURFACE MOTION
 AW1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1131+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1131
 AW1131  HISTORY     - Date     Condition        Report By
 AW1131  HISTORY     - 1936     MONUMENTED       CGS
 AW1131  HISTORY     - 1973     GOOD             NGS
 AW1131  HISTORY     - 1978     GOOD             NGS
 AW1131  HISTORY     - 1987     GOOD             USPSQD
 AW1131  HISTORY     - 1987     GOOD             USPSQD
 AW1131  HISTORY     - 1987     GOOD             USPSQD
 AW1131  HISTORY     - 1987     GOOD             USPSQD
 AW1131  HISTORY     - 1987     GOOD             USPSQD
 AW1131  HISTORY     - 1987     GOOD             USPSQD
 AW1131  HISTORY     - 1987     GOOD             USPSQD
 AW1131  HISTORY     - 1987     GOOD             USPSQD
 AW1131  HISTORY     - 1987     GOOD             NGS
 AW1131  HISTORY     - 1988     GOOD             USPSQD
 AW1131  HISTORY     - 1988     GOOD             USPSQD
 AW1131  HISTORY     - 1988     GOOD             USPSQD
 AW1131  HISTORY     - 1988     GOOD             USPSQD
 AW1131  HISTORY     - 1988     GOOD             USPSQD
 AW1131  HISTORY     - 1988     GOOD             USPSQD
 AW1131  HISTORY     - 1988     GOOD             USPSQD
 AW1131  HISTORY     - 1988     GOOD             USPSQD
 AW1131  HISTORY     - 1988     GOOD             USPSQD
 AW1131  HISTORY     - 1989     GOOD             USPSQD
 AW1131  HISTORY     - 1989     GOOD             USPSQD
 AW1131  HISTORY     - 1989     GOOD             USPSQD
 AW1131  HISTORY     - 1990     GOOD             USPSQD
 AW1131  HISTORY     - 1990     GOOD             USPSQD
 AW1131  HISTORY     - 19950420 GOOD             HGCSD
 AW1131  HISTORY     - 19960615 GOOD             USPSQD
 AW1131  HISTORY     - 20040510 GOOD             USPSQD
 AW1131  HISTORY     - 20050705 GOOD             USPSQD
 AW1131
 AW1131                          STATION DESCRIPTION
 AW1131
 AW1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1131'5.0 MI NW FROM SOUTH HOUSTON.
 AW1131'4.0 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1131'RAILROAD FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, THENCE
 AW1131'0.95 MILE NORTH ALONG BROADWAY BOULEVARD, THENCE 0.05 MILE EAST ALONG
 AW1131'CYPRESS STREET, AT 9000 CYPRESS STREET, AT THE FORMER HARRISBURG U.S.
 AW1131'ENGINEERS OFFICE, 148 FEET SOUTH OF THE CENTER LINE OF THE STREET,
 AW1131'10.7 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A LARGE CONCRETE
 AW1131'BUILDING, 9.5 FEET EAST OF THE EAST CONCRETE WALL OF A BUILDING, 19.3
 AW1131'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE STEPS OF THE
 AW1131'SOUTH ENTRANCE TO A BUILDING, 2 FEET SOUTH OF A SMALL TREE, 1.6 FEET
 AW1131'NORTH OF BENCH MARK HARRISBURG OFFICE (USE), 1.6 FEET EAST OF A
 AW1131'WITNESS POST, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A
 AW1131'CONCRETE POST 0.3 FOOT UNDERGROUND.
 AW1131
 AW1131                          STATION RECOVERY (1978)
 AW1131
 AW1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1987)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1987)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1987)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1987)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLA)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1987)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1987)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1987)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1987)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1987)
 AW1131
 AW1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1131'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE ADDRESS
 AW1131'IS NOW 8200 CYPRESS STREET.
 AW1131
 AW1131                          STATION RECOVERY (1988)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1988)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1988)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1988)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1988)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1988)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1988)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1988)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1988)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1989)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1989)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1989)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1990)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1990)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (1995)
 AW1131
 AW1131'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1131'RECOVERED AS DESCRIBED.
 AW1131
 AW1131                          STATION RECOVERY (1996)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (2004)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1131'RECOVERED IN GOOD CONDITION.
 AW1131
 AW1131                          STATION RECOVERY (2005)
 AW1131
 AW1131'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0581 ***********************************************************************
 AN0581  DESIGNATION -  A 175
 AN0581  PID         -  AN0581
 AN0581  STATE/COUNTY-  TX/CALHOUN
 AN0581  USGS QUAD   -  PLACEDO (1995)
 AN0581
 AN0581                         *CURRENT SURVEY CONTROL
 AN0581  ___________________________________________________________________
 AN0581* NAD 83(1986)-  28 38 31.     (N)    096 45 06.     (W)     SCALED    
 AN0581* NAVD 88     -        10.46   (+/-2cm)      34.3    (feet)  VERTCON   
 AN0581  ___________________________________________________________________
 AN0581  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN0581
 AN0581  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0581
 AN0581.The horizontal coordinates were scaled from a topographic map and have
 AN0581.an estimated accuracy of +/- 6 seconds.
 AN0581
 AN0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0581.The vertical order pertains to the NGVD 29 superseded value.
 AN0581
 AN0581.The geoid height was determined by GEOID03.
 AN0581
 AN0581;                    North         East    Units  Estimated Accuracy
 AN0581;SPC TXSC     - 4,091,730.      819,800.      MT  (+/- 180 meters Scaled)
 AN0581
 AN0581                          SUPERSEDED SURVEY CONTROL
 AN0581
 AN0581  NGVD 29 (??/??/92)   10.582  (m)           34.72   (f) ADJ UNCH    1 2
 AN0581
 AN0581.Superseded values are not recommended for survey control.
 AN0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0581.See file dsdata.txt to determine how the superseded data were derived.
 AN0581
 AN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS197703(NAD 83)
 AN0581_MARKER: DB = BENCH MARK DISK
 AN0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0581_STAMPING: A 175 1950
 AN0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0581+STABILITY: SURFACE MOTION
 AN0581
 AN0581  HISTORY     - Date     Condition        Report By
 AN0581  HISTORY     - 1950     MONUMENTED       CGS
 AN0581
 AN0581                          STATION DESCRIPTION
 AN0581
 AN0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN0581'5.8 MI SE FROM PLACEDO.
 AN0581'5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE CROSSING OF THE ST.
 AN0581'LOUIS, BROWNSVILLE AND MEXICO RAILROAD AT PLACEDO, 250 FEET NORTH OF
 AN0581'AND ACROSS THE HIGHWAY FROM AN ABANDONED FARMHOUSE, 55 FEET NORTHEAST
 AN0581'OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTHWEST OF THE SOUTHWEST
 AN0581'RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 12.4 FEET SOUTHEAST OF A
 AN0581'TELEPHONE POLE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF
 AN0581'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0722 ***********************************************************************
 AH0722  DESIGNATION -  A 176
 AH0722  PID         -  AH0722
 AH0722  STATE/COUNTY-  TX/NUECES
 AH0722  USGS QUAD   -  ROBSTOWN (1975)
 AH0722
 AH0722                         *CURRENT SURVEY CONTROL
 AH0722  ___________________________________________________________________
 AH0722* NAD 83(1986)-  27 46 49.     (N)    097 40 05.     (W)     SCALED    
 AH0722* NAVD 88     -        23.144  (meters)      75.93   (feet)  ADJUSTED  
 AH0722  ___________________________________________________________________
 AH0722  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0722  DYNAMIC HT  -          23.108 (meters)      75.81  (feet)  COMP
 AH0722  MODELED GRAV-     979,118.1   (mgal)                       NAVD 88
 AH0722
 AH0722  VERT ORDER  -  FIRST     CLASS II
 AH0722
 AH0722.The horizontal coordinates were scaled from a topographic map and have
 AH0722.an estimated accuracy of +/- 6 seconds.
 AH0722
 AH0722.The orthometric height was determined by differential leveling
 AH0722.and adjusted by the National Geodetic Survey in June 1991..
 AH0722
 AH0722.The geoid height was determined by GEOID03.
 AH0722
 AH0722.The dynamic height is computed by dividing the NAVD 88
 AH0722.geopotential number by the normal gravity value computed on the
 AH0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0722.degrees latitude (g = 980.6199 gals.).
 AH0722
 AH0722.The modeled gravity was interpolated from observed gravity values.
 AH0722
 AH0722;                    North         East    Units  Estimated Accuracy
 AH0722;SPC TX S     - 5,234,450.      382,000.      MT  (+/- 180 meters Scaled)
 AH0722
 AH0722                          SUPERSEDED SURVEY CONTROL
 AH0722
 AH0722  NGVD 29 (??/??/92)   23.278  (m)           76.37   (f) ADJ UNCH    1 2
 AH0722
 AH0722.Superseded values are not recommended for survey control.
 AH0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0722.See file dsdata.txt to determine how the superseded data were derived.
 AH0722
 AH0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR312735(NAD 83)
 AH0722_MARKER: DB = BENCH MARK DISK
 AH0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0722_SP_SET: CULVERT
 AH0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0722
 AH0722  HISTORY     - Date     Condition        Report By
 AH0722  HISTORY     - UNK      MONUMENTED       CGS
 AH0722  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0722  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0722  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0722
 AH0722                          STATION DESCRIPTION
 AH0722
 AH0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0722'0.6 MI SW FROM ROBSTOWN.
 AH0722'0.6 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AH0722'AT ROBSTOWN, NUECES COUNTY, AT THE CROSSING OF U. S. HIGHWAY 77, 104
 AH0722'FEET SOUTHWEST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 14 FEET EAST
 AH0722'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, SET IN THE TOP OF
 AH0722'THE NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER THE
 AH0722'HIGHWAY.  NOTE-- THE HIGHWAY WAS WIDENED.
 AH0722
 AH0722                          STATION RECOVERY (1969)
 AH0722
 AH0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0722'MARK NOT FOUND.
 AH0722
 AH0722                          STATION RECOVERY (2001)
 AH0722
 AH0722'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AH0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0119 ***********************************************************************
 AH0119  DESIGNATION -  A 177
 AH0119  PID         -  AH0119
 AH0119  STATE/COUNTY-  TX/NUECES
 AH0119  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0119
 AH0119                         *CURRENT SURVEY CONTROL
 AH0119  ___________________________________________________________________
 AH0119* NAD 83(1986)-  27 47 23.     (N)    097 24 16.     (W)     SCALED    
 AH0119* NAVD 88     -        12.252  (meters)      40.20   (feet)  ADJUSTED  
 AH0119  ___________________________________________________________________
 AH0119  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH0119  DYNAMIC HT  -          12.233 (meters)      40.13  (feet)  COMP
 AH0119  MODELED GRAV-     979,128.3   (mgal)                       NAVD 88
 AH0119
 AH0119  VERT ORDER  -  FIRST     CLASS II
 AH0119
 AH0119.The horizontal coordinates were scaled from a topographic map and have
 AH0119.an estimated accuracy of +/- 6 seconds.
 AH0119
 AH0119.The orthometric height was determined by differential leveling
 AH0119.and adjusted by the National Geodetic Survey in June 1991..
 AH0119
 AH0119.The geoid height was determined by GEOID03.
 AH0119
 AH0119.The dynamic height is computed by dividing the NAVD 88
 AH0119.geopotential number by the normal gravity value computed on the
 AH0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0119.degrees latitude (g = 980.6199 gals.).
 AH0119
 AH0119.The modeled gravity was interpolated from observed gravity values.
 AH0119
 AH0119;                    North         East    Units  Estimated Accuracy
 AH0119;SPC TX S     - 5,235,690.      407,970.      MT  (+/- 180 meters Scaled)
 AH0119
 AH0119                          SUPERSEDED SURVEY CONTROL
 AH0119
 AH0119  NGVD 29 (??/??/92)   12.440  (m)           40.81   (f) ADJ UNCH    1 2
 AH0119
 AH0119.Superseded values are not recommended for survey control.
 AH0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0119.See file dsdata.txt to determine how the superseded data were derived.
 AH0119
 AH0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR571749(NAD 83)
 AH0119_MARKER: DB = BENCH MARK DISK
 AH0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0119_SP_SET: WALL
 AH0119_STAMPING: A 177 1950
 AH0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0119
 AH0119  HISTORY     - Date     Condition        Report By
 AH0119  HISTORY     - 1950     MONUMENTED       CGS
 AH0119  HISTORY     - 1959     GOOD             NGS
 AH0119  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0119
 AH0119                          STATION DESCRIPTION
 AH0119
 AH0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0119'IN CORPUS CHRISTI.
 AH0119'AT CORPUS CHRISTI, NUECES COUNTY, AT THE SOUTHERN PACIFIC LINES
 AH0119'FREIGHT STATION, 1.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 AH0119'STATION, 2.6 FEET ABOVE GROUND, AND SET VERTICALLY IN THE EAST BRICK
 AH0119'WALL OF THE RAILROAD STATION.
 AH0119
 AH0119                          STATION RECOVERY (1978)
 AH0119
 AH0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0119'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0460 ***********************************************************************
 AB0460  DESIGNATION -  A 178
 AB0460  PID         -  AB0460
 AB0460  STATE/COUNTY-  TX/CAMERON
 AB0460  USGS QUAD   -  HARLINGEN (1983)
 AB0460
 AB0460                         *CURRENT SURVEY CONTROL
 AB0460  ___________________________________________________________________
 AB0460* NAD 83(1986)-  26 08 15.     (N)    097 38 18.     (W)     SCALED    
 AB0460* NAVD 88     -        12.468  (meters)      40.91   (feet)  ADJUSTED  
 AB0460  ___________________________________________________________________
 AB0460  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 AB0460  DYNAMIC HT  -          12.448 (meters)      40.84  (feet)  COMP
 AB0460  MODELED GRAV-     979,033.6   (mgal)                       NAVD 88
 AB0460
 AB0460  VERT ORDER  -  FIRST     CLASS II
 AB0460
 AB0460.The horizontal coordinates were scaled from a topographic map and have
 AB0460.an estimated accuracy of +/- 6 seconds.
 AB0460
 AB0460.The orthometric height was determined by differential leveling
 AB0460.and adjusted by the National Geodetic Survey in June 1991..
 AB0460
 AB0460.The geoid height was determined by GEOID03.
 AB0460
 AB0460.The dynamic height is computed by dividing the NAVD 88
 AB0460.geopotential number by the normal gravity value computed on the
 AB0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0460.degrees latitude (g = 980.6199 gals.).
 AB0460
 AB0460.The modeled gravity was interpolated from observed gravity values.
 AB0460
 AB0460;                    North         East    Units  Estimated Accuracy
 AB0460;SPC TX S     - 5,052,460.      386,170.      MT  (+/- 180 meters Scaled)
 AB0460
 AB0460                          SUPERSEDED SURVEY CONTROL
 AB0460
 AB0460  NGVD 29 (??/??/92)   12.573  (m)           41.25   (f) ADJ UNCH    1 2
 AB0460
 AB0460.Superseded values are not recommended for survey control.
 AB0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0460.See file dsdata.txt to determine how the superseded data were derived.
 AB0460
 AB0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP361916(NAD 83)
 AB0460_MARKER: DB = BENCH MARK DISK
 AB0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0460_SP_SET: BUILDING WALL
 AB0460_STAMPING: A 178 1951
 AB0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0460
 AB0460  HISTORY     - Date     Condition        Report By
 AB0460  HISTORY     - 1951     MONUMENTED       CGS
 AB0460  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0460  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0460  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0460  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0460
 AB0460                          STATION DESCRIPTION
 AB0460
 AB0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0460'0.6 MI NW FROM SAN BENITO.
 AB0460'0.6 MILE NORTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0460'RAILROAD FROM THE STATION AT SAN BENITO, SET VERTICALLY IN THE
 AB0460'SOUTHWEST BRICK WALL OF THE CENTRAL POWER AND LIGHT COMPANY ICE PLANT
 AB0460'41 SAN BENITO, 2.4 FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING,
 AB0460'3 FEET ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0460
 AB0460                          STATION RECOVERY (1981)
 AB0460
 AB0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0460'NOT RECOVERED, PROBABLY DESTROYED, BUILDING HAS BEEN TORN DOWN.
 AB0460
 AB0460                          STATION RECOVERY (1987)
 AB0460
 AB0460'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0460'MARK NOT FOUND.
 AB0460
 AB0460                          STATION RECOVERY (1988)
 AB0460
 AB0460'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0460'MARK NOT FOUND.
 AB0460
 AB0460                          STATION RECOVERY (1991)
 AB0460
 AB0460'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0493 ***********************************************************************
 AH0493  DESIGNATION -  A 179
 AH0493  PID         -  AH0493
 AH0493  STATE/COUNTY-  TX/KLEBERG
 AH0493  USGS QUAD   -  RIVIERA (1979)
 AH0493
 AH0493                         *CURRENT SURVEY CONTROL
 AH0493  ___________________________________________________________________
 AH0493* NAD 83(1986)-  27 17 04.     (N)    097 48 40.     (W)     SCALED    
 AH0493* NAVD 88     -        12.702  (meters)      41.67   (feet)  ADJUSTED  
 AH0493  ___________________________________________________________________
 AH0493  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH0493  DYNAMIC HT  -          12.683 (meters)      41.61  (feet)  COMP
 AH0493  MODELED GRAV-     979,093.0   (mgal)                       NAVD 88
 AH0493
 AH0493  VERT ORDER  -  FIRST     CLASS II
 AH0493
 AH0493.The horizontal coordinates were scaled from a topographic map and have
 AH0493.an estimated accuracy of +/- 6 seconds.
 AH0493
 AH0493.The orthometric height was determined by differential leveling
 AH0493.and adjusted by the National Geodetic Survey in June 1991..
 AH0493
 AH0493.The geoid height was determined by GEOID03.
 AH0493
 AH0493.The dynamic height is computed by dividing the NAVD 88
 AH0493.geopotential number by the normal gravity value computed on the
 AH0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0493.degrees latitude (g = 980.6199 gals.).
 AH0493
 AH0493.The modeled gravity was interpolated from observed gravity values.
 AH0493
 AH0493;                    North         East    Units  Estimated Accuracy
 AH0493;SPC TX S     - 5,179,420.      368,200.      MT  (+/- 180 meters Scaled)
 AH0493
 AH0493                          SUPERSEDED SURVEY CONTROL
 AH0493
 AH0493  NGVD 29 (??/??/92)   12.796  (m)           41.98   (f) ADJ UNCH    1 2
 AH0493
 AH0493.Superseded values are not recommended for survey control.
 AH0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0493.See file dsdata.txt to determine how the superseded data were derived.
 AH0493
 AH0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR176185(NAD 83)
 AH0493_MARKER: DB = BENCH MARK DISK
 AH0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0493_STAMPING: A 179 1951
 AH0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0493+STABILITY: SURFACE MOTION
 AH0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0493+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0493
 AH0493  HISTORY     - Date     Condition        Report By
 AH0493  HISTORY     - 1951     MONUMENTED       CGS
 AH0493  HISTORY     - 20040204 GOOD             USPSQD
 AH0493
 AH0493                          STATION DESCRIPTION
 AH0493
 AH0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0493'1.0 MI S FROM RIVIERA.
 AH0493'1.0 MILE SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0493'FROM THE STATION AT RIVIERA, 6 POLES NORTH OF MILEPOST 102, AT A POINT
 AH0493'WHERE A POWER LINE CROSSES THE RAILROAD, 46 FEET EAST OF THE EAST
 AH0493'RAIL, 1.3 FEET WEST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, SET
 AH0493'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AH0493'GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0493
 AH0493                          STATION RECOVERY (2004)
 AH0493
 AH0493'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0569 ***********************************************************************
 CD0569  DESIGNATION -  A 18
 CD0569  PID         -  CD0569
 CD0569  STATE/COUNTY-  TX/HUDSPETH
 CD0569  USGS QUAD   -  LASCA (1979)
 CD0569
 CD0569                         *CURRENT SURVEY CONTROL
 CD0569  ___________________________________________________________________
 CD0569* NAD 83(1986)-  31 11 34.     (N)    105 25 38.     (W)     SCALED    
 CD0569* NAVD 88     -      1418.474  (meters)    4653.78   (feet)  ADJUSTED  
 CD0569  ___________________________________________________________________
 CD0569  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CD0569  DYNAMIC HT  -        1416.195 (meters)    4646.30  (feet)  COMP
 CD0569  MODELED GRAV-     978,984.7   (mgal)                       NAVD 88
 CD0569
 CD0569  VERT ORDER  -  FIRST     CLASS II
 CD0569
 CD0569.The horizontal coordinates were scaled from a topographic map and have
 CD0569.an estimated accuracy of +/- 6 seconds.
 CD0569
 CD0569.The orthometric height was determined by differential leveling
 CD0569.and adjusted by the National Geodetic Survey in June 1991..
 CD0569
 CD0569.The geoid height was determined by GEOID03.
 CD0569
 CD0569.The dynamic height is computed by dividing the NAVD 88
 CD0569.geopotential number by the normal gravity value computed on the
 CD0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0569.degrees latitude (g = 980.6199 gals.).
 CD0569
 CD0569.The modeled gravity was interpolated from observed gravity values.
 CD0569
 CD0569;                    North         East    Units  Estimated Accuracy
 CD0569;SPC TX C     - 3,180,290.      214,720.      MT  (+/- 180 meters Scaled)
 CD0569
 CD0569                          SUPERSEDED SURVEY CONTROL
 CD0569
 CD0569  NGVD 29 (??/??/92) 1417.866  (m)         4651.78   (f) ADJ UNCH    1 2
 CD0569
 CD0569.Superseded values are not recommended for survey control.
 CD0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0569.See file dsdata.txt to determine how the superseded data were derived.
 CD0569
 CD0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ592510(NAD 83)
 CD0569_MARKER: Z = SEE DESCRIPTION
 CD0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0569+STABILITY: SURFACE MOTION
 CD0569
 CD0569  HISTORY     - Date     Condition        Report By
 CD0569  HISTORY     - UNK      MONUMENTED       CGS
 CD0569  HISTORY     - 1956     GOOD             NGS
 CD0569
 CD0569                          STATION DESCRIPTION
 CD0569
 CD0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0569'4.3 MI W FROM SIERRA BLANCA.
 CD0569'4.3 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0569'STATION AT SIERRA BLANCA, 138 FEET NORTH OF THE 11TH POLE WEST OF
 CD0569'MILEPOST 741, 12 RAILS WEST OF THE STATION SIGN AT ETHOLEN, 77.7 FEET
 CD0569'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 19.8 FEET SOUTH OF A FENCE,
 CD0569'1 FOOT NORTH OF A WITNESS POST, IN THE TOP OF A LIMESTONE POST WHICH
 CD0569'PROJECTS 1.0 FOOT ABOVE THE GROUND, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0136 ***********************************************************************
 CE0136  DESIGNATION -  A 180
 CE0136  PID         -  CE0136
 CE0136  STATE/COUNTY-  TX/EL PASO
 CE0136  USGS QUAD   -  EL PASO (1997)
 CE0136
 CE0136                         *CURRENT SURVEY CONTROL
 CE0136  ___________________________________________________________________
 CE0136* NAD 83(1986)-  31 47 00.     (N)    106 25 18.     (W)     SCALED    
 CE0136* NAVD 88     -      1164.632  (meters)    3820.96   (feet)  POSTED    
 CE0136  ___________________________________________________________________
 CE0136  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0136  DYNAMIC HT  -        1162.850 (meters)    3815.12  (feet)  COMP
 CE0136  MODELED GRAV-     979,072.7   (mgal)                       NAVD 88
 CE0136
 CE0136  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CE0136
 CE0136.The horizontal coordinates were scaled from a topographic map and have
 CE0136.an estimated accuracy of +/- 6 seconds.
 CE0136
 CE0136.The orthometric height was determined by differential leveling
 CE0136.and adjusted by the National Geodetic Survey in 1992..
 CE0136.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CE0136.rate of 3.1 thru 4.0 mm/km.
 CE0136
 CE0136.The geoid height was determined by GEOID03.
 CE0136
 CE0136.The dynamic height is computed by dividing the NAVD 88
 CE0136.geopotential number by the normal gravity value computed on the
 CE0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0136.degrees latitude (g = 980.6199 gals.).
 CE0136
 CE0136.The modeled gravity was interpolated from observed gravity values.
 CE0136
 CE0136;                    North         East    Units  Estimated Accuracy
 CE0136;SPC TX C     - 3,250,430.      123,650.      MT  (+/- 180 meters Scaled)
 CE0136
 CE0136                          SUPERSEDED SURVEY CONTROL
 CE0136
 CE0136  NGVD 29 (??/??/92) 1164.091  (m)         3819.19   (f) ADJ UNCH    1 2
 CE0136
 CE0136.Superseded values are not recommended for survey control.
 CE0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0136.See file dsdata.txt to determine how the superseded data were derived.
 CE0136
 CE0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR653173(NAD 83)
 CE0136_MARKER: DB = BENCH MARK DISK
 CE0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0136_STAMPING: A 180 1933
 CE0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0136+STABILITY: SURFACE MOTION
 CE0136
 CE0136  HISTORY     - Date     Condition        Report By
 CE0136  HISTORY     - 1933     MONUMENTED       CGS
 CE0136  HISTORY     - 1958     MARK NOT FOUND   NGS
 CE0136
 CE0136                          STATION DESCRIPTION
 CE0136
 CE0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0136'4.6 MI NE FROM EL PASO.
 CE0136'ABOUT 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 62 FROM THE CITY HALL AT
 CE0136'EL PASO, EL PASO COUNTY, ABOUT 1/4 MILES WEST OF A POWER SUBSTATION,
 CE0136'ABOUT 480 FEET EAST OF CHELSEA STREET, ABOUT 350 FEET WEST OF THE
 CE0136'INTERSECTION OF WOMBLE BOULEVARD ABOUT 30 FEET SOUTH OF THE CENTER
 CE0136'LINE OF THE HIGHWAY, AND IN LINE WITH A ROW OF POLES.  STANDARD DISK,
 CE0136'STAMPED A 180 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CE0136'ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0693 ***********************************************************************
 CD0693  DESIGNATION -  A 181
 CD0693  PID         -  CD0693
 CD0693  STATE/COUNTY-  TX/HUDSPETH
 CD0693  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0693
 CD0693                         *CURRENT SURVEY CONTROL
 CD0693  ___________________________________________________________________
 CD0693* NAD 83(1986)-  31 48 58.     (N)    105 41 01.     (W)     SCALED    
 CD0693* NAVD 88     -      1480.166  (meters)    4856.18   (feet)  ADJUSTED  
 CD0693  ___________________________________________________________________
 CD0693  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0693  DYNAMIC HT  -        1477.866 (meters)    4848.63  (feet)  COMP
 CD0693  MODELED GRAV-     979,033.9   (mgal)                       NAVD 88
 CD0693
 CD0693  VERT ORDER  -  FIRST     CLASS II
 CD0693
 CD0693.The horizontal coordinates were scaled from a topographic map and have
 CD0693.an estimated accuracy of +/- 6 seconds.
 CD0693
 CD0693.The orthometric height was determined by differential leveling
 CD0693.and adjusted by the National Geodetic Survey in June 1991..
 CD0693
 CD0693.The geoid height was determined by GEOID03.
 CD0693
 CD0693.The dynamic height is computed by dividing the NAVD 88
 CD0693.geopotential number by the normal gravity value computed on the
 CD0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0693.degrees latitude (g = 980.6199 gals.).
 CD0693
 CD0693.The modeled gravity was interpolated from observed gravity values.
 CD0693
 CD0693;                    North         East    Units  Estimated Accuracy
 CD0693;SPC TX C     - 3,250,470.      193,630.      MT  (+/- 180 meters Scaled)
 CD0693
 CD0693                          SUPERSEDED SURVEY CONTROL
 CD0693
 CD0693  NGVD 29 (??/??/92) 1479.511  (m)         4854.03   (f) ADJ UNCH    1 2
 CD0693
 CD0693.Superseded values are not recommended for survey control.
 CD0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0693.See file dsdata.txt to determine how the superseded data were derived.
 CD0693
 CD0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR353202(NAD 83)
 CD0693_MARKER: DB = BENCH MARK DISK
 CD0693_SETTING: 66 = SET IN ROCK OUTCROP
 CD0693_SP_SET: OUTCROP
 CD0693_STAMPING: A 181 1933
 CD0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0693+STABILITY: POSITION/ELEVATION WELL
 CD0693
 CD0693  HISTORY     - Date     Condition        Report By
 CD0693  HISTORY     - 1933     MONUMENTED       CGS
 CD0693  HISTORY     - 1943     GOOD             NGS
 CD0693  HISTORY     - 1976     GOOD             USGS
 CD0693  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0693
 CD0693                          STATION DESCRIPTION
 CD0693
 CD0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CD0693'50.7 MI E FROM EL PASO.
 CD0693'IN HUDSPETH COUNTY, 50.7 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0693'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 420 FEET WEST OF A
 CD0693'METAL CULVERT, IN A SWALE BETWEEN TWO RIDGES, 108 FEET SOUTH OF THE
 CD0693'CENTERLINE OF THE HIGHWAY, IN THE SOUTH TRACK OF AN ABANDONED ROAD,
 CD0693'AND IN THE TOP OF A LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED A 181
 CD0693'1933.
 CD0693
 CD0693                          STATION RECOVERY (1943)
 CD0693
 CD0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CD0693'RECOVERED IN GOOD CONDITION.
 CD0693
 CD0693                          STATION RECOVERY (1976)
 CD0693
 CD0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0693'ABOUT 45.9 MILES EAST ALONG U.S. HWYS. 62 AND 180 FROM JCT. OF LOOP
 CD0693'16 AT EAST EDGE OF EL PASO, 420 FT. WEST OF METAL CULVERT, IN A SWALE
 CD0693'BETWEEN TWO RIDGES, 108 FT. SOUTH OF CENTERLINE OF ROAD, A STANDARD
 CD0693'DISK SET IN A LIMESTONE OUTCROP AND STAMPED A 181 1933.
 CD0693
 CD0693                          STATION RECOVERY (1981)
 CD0693
 CD0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0291 ***********************************************************************
 CD0291  DESIGNATION -  A 182
 CD0291  PID         -  CD0291
 CD0291  STATE/COUNTY-  TX/CULBERSON
 CD0291  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0291
 CD0291                         *CURRENT SURVEY CONTROL
 CD0291  ___________________________________________________________________
 CD0291* NAD 83(1986)-  31 46 06.     (N)    104 52 46.     (W)     SCALED    
 CD0291* NAVD 88     -      1214.864  (meters)    3985.77   (feet)  ADJUSTED  
 CD0291  ___________________________________________________________________
 CD0291  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CD0291  DYNAMIC HT  -        1213.024 (meters)    3979.73  (feet)  COMP
 CD0291  MODELED GRAV-     979,083.0   (mgal)                       NAVD 88
 CD0291
 CD0291  VERT ORDER  -  FIRST     CLASS I
 CD0291
 CD0291.The horizontal coordinates were scaled from a topographic map and have
 CD0291.an estimated accuracy of +/- 6 seconds.
 CD0291
 CD0291.The orthometric height was determined by differential leveling
 CD0291.and adjusted by the National Geodetic Survey in June 1991..
 CD0291
 CD0291.The geoid height was determined by GEOID03.
 CD0291
 CD0291.The dynamic height is computed by dividing the NAVD 88
 CD0291.geopotential number by the normal gravity value computed on the
 CD0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0291.degrees latitude (g = 980.6199 gals.).
 CD0291
 CD0291.The modeled gravity was interpolated from observed gravity values.
 CD0291
 CD0291;                    North         East    Units  Estimated Accuracy
 CD0291;SPC TX C     - 3,241,790.      269,480.      MT  (+/- 180 meters Scaled)
 CD0291
 CD0291                          SUPERSEDED SURVEY CONTROL
 CD0291
 CD0291  NGVD 29 (??/??/92) 1214.316  (m)         3983.97   (f) ADJ UNCH    1 1
 CD0291
 CD0291.Superseded values are not recommended for survey control.
 CD0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0291.See file dsdata.txt to determine how the superseded data were derived.
 CD0291
 CD0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER114147(NAD 83)
 CD0291_MARKER: DB = BENCH MARK DISK
 CD0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0291_STAMPING: A 182 1933
 CD0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0291+STABILITY: SURFACE MOTION
 CD0291
 CD0291  HISTORY     - Date     Condition        Report By
 CD0291  HISTORY     - 1933     MONUMENTED       CGS
 CD0291  HISTORY     - 1958     GOOD             NGS
 CD0291  HISTORY     - 1977     GOOD             NGS
 CD0291
 CD0291                          STATION DESCRIPTION
 CD0291
 CD0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0291'91.75 MI E FROM EL PASO.
 CD0291'ABOUT 89.9 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0291'JUNCTION OF LOOP 16 AT EL PASO, THENCE 1.85 MILES EAST ALONG THE OLD
 CD0291'HIGHWAY.  70 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE OLD
 CD0291'HIGHWAY, ABOUT 0.2 MILE WEST-SOUTHWEST OF THE CREST OF A HILL, 8 FEET
 CD0291'SOUTH OF A FENCE, 3 1/2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 1
 CD0291'FOOT ABOVE THE LEVEL OF THE OLD HIGHWAY, AND IN THE TOP OF A CONCRETE
 CD0291'POST PROJECTING 8 INCHES.
 CD0291
 CD0291                          STATION RECOVERY (1977)
 CD0291
 CD0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0291'9.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0291'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.4
 CD0291'MILES SOUTH ALONG STATE HIGHWAY 54, THENCE 1.65 MILES SOUTHWEST
 CD0291'ALONG A PAVED ROAD (OLD HIGHWAYS 62 AND 180),
 CD0291'0.4 MILE SOUTHWEST OF A GATE ACROSS THE ROAD, 0.2 MILE
 CD0291'SOUTHEAST OF THE CREST OF A HILL, 70 FT. NORTHWEST OF THE
 CD0291'CENTER LINE OF THE ROAD, 3.5 FT. SOUTHWEST OF A CONCRETE
 CD0291'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0204 ***********************************************************************
 CV0204  DESIGNATION -  A 183
 CV0204  PID         -  CV0204
 CV0204  STATE/COUNTY-  TX/GAINES
 CV0204  USGS QUAD   -  SEMINOLE (1970)
 CV0204
 CV0204                         *CURRENT SURVEY CONTROL
 CV0204  ___________________________________________________________________
 CV0204* NAD 83(1986)-  32 43 06.     (N)    102 38 41.     (W)     SCALED    
 CV0204* NAVD 88     -      1006.855  (meters)    3303.32   (feet)  ADJUSTED  
 CV0204  ___________________________________________________________________
 CV0204  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 CV0204  DYNAMIC HT  -        1005.497 (meters)    3298.87  (feet)  COMP
 CV0204  MODELED GRAV-     979,254.6   (mgal)                       NAVD 88
 CV0204
 CV0204  VERT ORDER  -  FIRST     CLASS II
 CV0204
 CV0204.The horizontal coordinates were scaled from a topographic map and have
 CV0204.an estimated accuracy of +/- 6 seconds.
 CV0204
 CV0204.The orthometric height was determined by differential leveling
 CV0204.and adjusted by the National Geodetic Survey in June 1991..
 CV0204
 CV0204.The geoid height was determined by GEOID03.
 CV0204
 CV0204.The dynamic height is computed by dividing the NAVD 88
 CV0204.geopotential number by the normal gravity value computed on the
 CV0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0204.degrees latitude (g = 980.6199 gals.).
 CV0204
 CV0204.The modeled gravity was interpolated from observed gravity values.
 CV0204
 CV0204;                    North         East    Units  Estimated Accuracy
 CV0204;SPC TXNC     - 2,124,280.      211,580.      MT  (+/- 180 meters Scaled)
 CV0204
 CV0204                          SUPERSEDED SURVEY CONTROL
 CV0204
 CV0204  NGVD 29 (??/??/92) 1006.552  (m)         3302.33   (f) ADJ UNCH    1 2
 CV0204
 CV0204.Superseded values are not recommended for survey control.
 CV0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0204.See file dsdata.txt to determine how the superseded data were derived.
 CV0204
 CV0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS207225(NAD 83)
 CV0204_MARKER: DB = BENCH MARK DISK
 CV0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0204_SP_SET: BANNISTER
 CV0204_STAMPING: A-183 1933
 CV0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0204
 CV0204  HISTORY     - Date     Condition        Report By
 CV0204  HISTORY     - 1933     MONUMENTED       CGS
 CV0204  HISTORY     - 1934     GOOD             NGS
 CV0204
 CV0204                          STATION DESCRIPTION
 CV0204
 CV0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0204'IN SEMINOLE.
 CV0204'IN THE SOUTHWEST BANNISTER OF THE WEST ENTRANCE OF THE GAINES COUNTY
 CV0204'COURTHOUSE.  6 FEET SOUTH OF THE CENTERLINE OF THE WEST ENTRANCE
 CV0204'STEPS, 2 FEET ABOVE THE 4TH STEP AND ABOUT 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0205 ***********************************************************************
 CV0205  DESIGNATION -  A 183 RESET 1955
 CV0205  PID         -  CV0205
 CV0205  STATE/COUNTY-  TX/GAINES
 CV0205  USGS QUAD   -  SEMINOLE (1970)
 CV0205
 CV0205                         *CURRENT SURVEY CONTROL
 CV0205  ___________________________________________________________________
 CV0205* NAD 83(1986)-  32 43 06.     (N)    102 38 40.     (W)     SCALED    
 CV0205* NAVD 88     -      1005.56   (meters)    3299.1    (feet)  RESET     
 CV0205  ___________________________________________________________________
 CV0205  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 CV0205
 CV0205  VERT ORDER  -  THIRD
 CV0205
 CV0205.The horizontal coordinates were scaled from a topographic map and have
 CV0205.an estimated accuracy of +/- 6 seconds.
 CV0205
 CV0205.The orthometric height was computed from unverified reset data.
 CV0205
 CV0205.The geoid height was determined by GEOID03.
 CV0205
 CV0205;                    North         East    Units  Estimated Accuracy
 CV0205;SPC TXNC     - 2,124,280.      211,610.      MT  (+/- 180 meters Scaled)
 CV0205
 CV0205                          SUPERSEDED SURVEY CONTROL
 CV0205
 CV0205.No superseded survey control is available for this station.
 CV0205
 CV0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS207225(NAD 83)
 CV0205_MARKER: DB = BENCH MARK DISK
 CV0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0205_SP_SET: PORCH
 CV0205_STAMPING: A 183 RESET 1955
 CV0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0205
 CV0205  HISTORY     - Date     Condition        Report By
 CV0205  HISTORY     - 1955     MONUMENTED       CGS
 CV0205
 CV0205                          STATION DESCRIPTION
 CV0205
 CV0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CV0205'IN SEMINOLE.
 CV0205'A STANDARD DISK STAMPED A 183 RESET 1955, SET IN THE SOUTH WEST CORNER
 CV0205'OF THE CONCRETE ENTRANCE PORCH TO THE GAINES COUNTY JAIL WHICH IS IN
 CV0205'THE SOUTH EAST CORNER OF THE COURT HOUSE SQUARE IN THE TOWN OF
 CV0205'SEMINOLE, TEXAS.  IT IS ABOUT 8 INCHES ABOVE THE LEVEL OF THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0206 ***********************************************************************
 CS0206  DESIGNATION -  A 184
 CS0206  PID         -  CS0206
 CS0206  STATE/COUNTY-  TX/KAUFMAN
 CS0206  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0206
 CS0206                         *CURRENT SURVEY CONTROL
 CS0206  ___________________________________________________________________
 CS0206* NAD 83(1986)-  32 44 25.     (N)    096 26 07.     (W)     SCALED    
 CS0206* NAVD 88     -       150.574  (meters)     494.01   (feet)  ADJUSTED  
 CS0206  ___________________________________________________________________
 CS0206  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0206  DYNAMIC HT  -         150.408 (meters)     493.46  (feet)  COMP
 CS0206  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 CS0206
 CS0206  VERT ORDER  -  SECOND    CLASS 0
 CS0206
 CS0206.The horizontal coordinates were scaled from a topographic map and have
 CS0206.an estimated accuracy of +/- 6 seconds.
 CS0206
 CS0206.The orthometric height was determined by differential leveling
 CS0206.and adjusted by the National Geodetic Survey in June 1991..
 CS0206
 CS0206.The geoid height was determined by GEOID03.
 CS0206
 CS0206.The dynamic height is computed by dividing the NAVD 88
 CS0206.geopotential number by the normal gravity value computed on the
 CS0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0206.degrees latitude (g = 980.6199 gals.).
 CS0206
 CS0206.The modeled gravity was interpolated from observed gravity values.
 CS0206
 CS0206;                    North         East    Units  Estimated Accuracy
 CS0206;SPC TXNC     - 2,120,950.      793,480.      MT  (+/- 180 meters Scaled)
 CS0206
 CS0206                          SUPERSEDED SURVEY CONTROL
 CS0206
 CS0206  NGVD 29 (??/??/92)  150.587  (m)          494.05   (f) ADJ UNCH    2 0
 CS0206
 CS0206.Superseded values are not recommended for survey control.
 CS0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0206.See file dsdata.txt to determine how the superseded data were derived.
 CS0206
 CS0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB403254(NAD 83)
 CS0206_MARKER: DB = BENCH MARK DISK
 CS0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0206_STAMPING: A 184 1952
 CS0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0206+STABILITY: SURFACE MOTION
 CS0206
 CS0206  HISTORY     - Date     Condition        Report By
 CS0206  HISTORY     - 1952     MONUMENTED       CGS
 CS0206
 CS0206                          STATION DESCRIPTION
 CS0206
 CS0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0206'2.0 MI E FROM FORNEY.
 CS0206'2.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0206'AT FORNEY, 140 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD
 CS0206'CROSSING, 34 FEET SOUTH OF THE SOUTH RAIL, 7 FEET NORTH OF A POWER
 CS0206'POLE, 5 FEET WEST OF A TELEPHONE POLE, 3 FEET EAST OF A WITNESS POST,
 CS0206'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CS0206'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1411 ***********************************************************************
 CS1411  DESIGNATION -  A 185
 CS1411  PID         -  CS1411
 CS1411  STATE/COUNTY-  TX/DALLAS
 CS1411  USGS QUAD   -  MESQUITE (1973)
 CS1411
 CS1411                         *CURRENT SURVEY CONTROL
 CS1411  ___________________________________________________________________
 CS1411* NAD 83(1986)-  32 45 06.     (N)    096 35 01.     (W)     SCALED    
 CS1411* NAVD 88     -       143.842  (meters)     471.92   (feet)  ADJUSTED  
 CS1411  ___________________________________________________________________
 CS1411  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CS1411  DYNAMIC HT  -         143.682 (meters)     471.40  (feet)  COMP
 CS1411  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 CS1411
 CS1411  VERT ORDER  -  SECOND    CLASS 0
 CS1411
 CS1411.The horizontal coordinates were scaled from a topographic map and have
 CS1411.an estimated accuracy of +/- 6 seconds.
 CS1411
 CS1411.The orthometric height was determined by differential leveling
 CS1411.and adjusted by the National Geodetic Survey in June 1991..
 CS1411
 CS1411.The geoid height was determined by GEOID03.
 CS1411
 CS1411.The dynamic height is computed by dividing the NAVD 88
 CS1411.geopotential number by the normal gravity value computed on the
 CS1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1411.degrees latitude (g = 980.6199 gals.).
 CS1411
 CS1411.The modeled gravity was interpolated from observed gravity values.
 CS1411
 CS1411;                    North         East    Units  Estimated Accuracy
 CS1411;SPC TXNC     - 2,121,950.      779,560.      MT  (+/- 180 meters Scaled)
 CS1411
 CS1411                          SUPERSEDED SURVEY CONTROL
 CS1411
 CS1411  NGVD 29 (??/??/92)  143.853  (m)          471.96   (f) ADJ UNCH    2 0
 CS1411
 CS1411.Superseded values are not recommended for survey control.
 CS1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1411.See file dsdata.txt to determine how the superseded data were derived.
 CS1411
 CS1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB263263(NAD 83)
 CS1411_MARKER: DB = BENCH MARK DISK
 CS1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1411_STAMPING: A 185 1952
 CS1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1411+STABILITY: SURFACE MOTION
 CS1411
 CS1411  HISTORY     - Date     Condition        Report By
 CS1411  HISTORY     - 1952     MONUMENTED       CGS
 CS1411  HISTORY     - 1958     GOOD             NGS
 CS1411  HISTORY     - 19910624 GOOD             USPSQD
 CS1411  HISTORY     - 20000212 GOOD             USPSQD
 CS1411
 CS1411                          STATION DESCRIPTION
 CS1411
 CS1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1411'IN MESQUITE.
 CS1411'0.3 MILE EAST ALONG THE T. AND P.R.R. FROM THE STATION IN MESQUITE,
 CS1411'DALLAS COUNTY, THEN SOUTH ALONG SOUTH CARVER STREET 0.8 MILE, THEN
 CS1411'SOUTHEAST ALONG A BLACKTOP ROAD 0.8 MILE TO THE JUNCTION OF PIONEER
 CS1411'ROAD AND NEWMARKET ROAD.  IT IS IN THE FRONT YARD OF A BRICK HOME, 42
 CS1411'FEET WEST OF THE CENTERLINE OF PIONEER AND 115 FEET SOUTH OF THE
 CS1411'CENTERLINE OF NEWMARKER ROAD, 3 FEET EAST OF THE POLE LINE AND 35 FEET
 CS1411'EAST OF THE EAST SIDE OF THE BRICK HOUSE.  A STANDARD DISK STAMPED A
 CS1411'185 1952 IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 CS1411
 CS1411                          STATION RECOVERY (1991)
 CS1411
 CS1411'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1411'RECOVERED IN GOOD CONDITION.
 CS1411
 CS1411                          STATION RECOVERY (2000)
 CS1411
 CS1411'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0320 ***********************************************************************
 DO0320  DESIGNATION -  A 186 RESET 1951
 DO0320  PID         -  DO0320
 DO0320  STATE/COUNTY-  TX/WICHITA
 DO0320  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0320
 DO0320                         *CURRENT SURVEY CONTROL
 DO0320  ___________________________________________________________________
 DO0320* NAD 83(1986)-  33 53 35.     (N)    098 30 14.     (W)     SCALED    
 DO0320* NAVD 88     -       295.97   (meters)     971.0    (feet)  RESET     
 DO0320  ___________________________________________________________________
 DO0320  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DO0320
 DO0320  VERT ORDER  -  THIRD
 DO0320
 DO0320.The horizontal coordinates were scaled from a topographic map and have
 DO0320.an estimated accuracy of +/- 6 seconds.
 DO0320
 DO0320.The orthometric height was computed from unverified reset data.
 DO0320
 DO0320.The geoid height was determined by GEOID03.
 DO0320
 DO0320;                    North         East    Units  Estimated Accuracy
 DO0320;SPC TXNC     - 2,246,900.      599,640.      MT  (+/- 180 meters Scaled)
 DO0320
 DO0320                          SUPERSEDED SURVEY CONTROL
 DO0320
 DO0320.No superseded survey control is available for this station.
 DO0320
 DO0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC458504(NAD 83)
 DO0320_MARKER: DB = BENCH MARK DISK
 DO0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0320_STAMPING: A 186 RESET 1951
 DO0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0320+STABILITY: SURFACE MOTION
 DO0320
 DO0320  HISTORY     - Date     Condition        Report By
 DO0320  HISTORY     - 1951     MONUMENTED       CGS
 DO0320  HISTORY     - 1970     MARK NOT FOUND   TXHD
 DO0320
 DO0320                          STATION DESCRIPTION
 DO0320
 DO0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DO0320'IN WICHITA FALLS.
 DO0320'IT IS ABOUT 02.0 MILES SOUTHWEST ALONG THE WICHITA FALLS AND SOUTHERN
 DO0320'RAILROAD (BURLINGTON) FROM THE DEPOT IN WITCHITA FALLS, AT THE BROOK
 DO0320'STREET CROSSING OF THE RAILROAD AND OPPOSITE OR NORTH OF THE DOWNING
 DO0320'NURSERY.  IT IS 16 YARDS NORTH OF THE CENTERLINE OF THE RAILROAD, 38
 DO0320'YARDS WEST OF THE CENTERLINE OF BROOK STREET AND 10 YARDS SOUTH OF THE
 DO0320'CENTERLINE OF RAILROAD STREET AND IN THE OPEN AREA WEST OF THE SMALL
 DO0320'METAL BUILDING BELONGING TO THE POWER COMPANY. RAILROAD BRIDGE NO.
 DO0320'2.00 IS AT THE EAST SIDE OF BROOK STREET.  A STANDARD DISK STAMPED A
 DO0320'186 RESET 1951 SET IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.
 DO0320'TO REACH THIS MARK FROM THE BUSINESS SECTION OF WICHITA FALLS- GO WEST
 DO0320'ON 9TH STREET FROM THE TELEPHONE BUILDING 0.9 MILE. THEN TURN LEFT AND
 DO0320'GO SOUTH ON BROOK STREET 0.8 MILE TO THE RAILROAD CROSSING AND THE
 DO0320'MARK AS DESCRIBED.
 DO0320
 DO0320                          STATION RECOVERY (1970)
 DO0320
 DO0320'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 DO0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0269 ***********************************************************************
 DO0269  DESIGNATION -  A 187
 DO0269  PID         -  DO0269
 DO0269  STATE/COUNTY-  TX/ARCHER
 DO0269  USGS QUAD   -  MEGARGEL (1963)
 DO0269
 DO0269                         *CURRENT SURVEY CONTROL
 DO0269  ___________________________________________________________________
 DO0269* NAD 83(1986)-  33 27 05.     (N)    098 55 34.     (W)     SCALED    
 DO0269* NAVD 88     -       392.192  (meters)    1286.72   (feet)  ADJUSTED  
 DO0269  ___________________________________________________________________
 DO0269  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DO0269  DYNAMIC HT  -         391.736 (meters)    1285.22  (feet)  COMP
 DO0269  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 DO0269
 DO0269  VERT ORDER  -  SECOND    CLASS 0
 DO0269
 DO0269.The horizontal coordinates were scaled from a topographic map and have
 DO0269.an estimated accuracy of +/- 6 seconds.
 DO0269
 DO0269.The orthometric height was determined by differential leveling
 DO0269.and adjusted by the National Geodetic Survey in June 1991..
 DO0269
 DO0269.The geoid height was determined by GEOID03.
 DO0269
 DO0269.The dynamic height is computed by dividing the NAVD 88
 DO0269.geopotential number by the normal gravity value computed on the
 DO0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0269.degrees latitude (g = 980.6199 gals.).
 DO0269
 DO0269.The modeled gravity was interpolated from observed gravity values.
 DO0269
 DO0269;                    North         East    Units  Estimated Accuracy
 DO0269;SPC TXNC     - 2,197,990.      560,390.      MT  (+/- 180 meters Scaled)
 DO0269
 DO0269                          SUPERSEDED SURVEY CONTROL
 DO0269
 DO0269  NGVD 29 (??/??/92)  392.075  (m)         1286.33   (f) ADJ UNCH    2 0
 DO0269
 DO0269.Superseded values are not recommended for survey control.
 DO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0269.See file dsdata.txt to determine how the superseded data were derived.
 DO0269
 DO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC068013(NAD 83)
 DO0269_MARKER: DB = BENCH MARK DISK
 DO0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0269_SP_SET: CONCRETE BASE
 DO0269_STAMPING: A-187 1933
 DO0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0269
 DO0269  HISTORY     - Date     Condition        Report By
 DO0269  HISTORY     - 1933     MONUMENTED       CGS
 DO0269  HISTORY     - 1957     GOOD             NGS
 DO0269  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0269  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0269
 DO0269                          STATION DESCRIPTION
 DO0269
 DO0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0269'IN MEGARGEL.
 DO0269'SET IN CONCRETE BASE OF NORTHWEST LEG OF WATER TOWER.
 DO0269
 DO0269                          STATION RECOVERY (1957)
 DO0269
 DO0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0269'RECOVERED IN GOOD CONDITION.
 DO0269
 DO0269                          STATION RECOVERY (2001)
 DO0269
 DO0269'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0269'MARK NOT FOUND.
 DO0269
 DO0269                          STATION RECOVERY (2005)
 DO0269
 DO0269'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0594 ***********************************************************************
 DO0594  DESIGNATION -  A 188
 DO0594  PID         -  DO0594
 DO0594  STATE/COUNTY-  TX/KNOX
 DO0594  USGS QUAD   -  RHINELAND (1967)
 DO0594
 DO0594                         *CURRENT SURVEY CONTROL
 DO0594  ___________________________________________________________________
 DO0594* NAD 83(1986)-  33 35 40.     (N)    099 41 18.     (W)     SCALED    
 DO0594* NAVD 88     -       451.900  (meters)    1482.61   (feet)  ADJUSTED  
 DO0594  ___________________________________________________________________
 DO0594  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DO0594  DYNAMIC HT  -         451.374 (meters)    1480.88  (feet)  COMP
 DO0594  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 DO0594
 DO0594  VERT ORDER  -  SECOND    CLASS 0
 DO0594
 DO0594.The horizontal coordinates were scaled from a topographic map and have
 DO0594.an estimated accuracy of +/- 6 seconds.
 DO0594
 DO0594.The orthometric height was determined by differential leveling
 DO0594.and adjusted by the National Geodetic Survey in June 1991..
 DO0594
 DO0594.The geoid height was determined by GEOID03.
 DO0594
 DO0594.The dynamic height is computed by dividing the NAVD 88
 DO0594.geopotential number by the normal gravity value computed on the
 DO0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0594.degrees latitude (g = 980.6199 gals.).
 DO0594
 DO0594.The modeled gravity was interpolated from observed gravity values.
 DO0594
 DO0594;                    North         East    Units  Estimated Accuracy
 DO0594;SPC TXNC     - 2,214,400.      489,710.      MT  (+/- 180 meters Scaled)
 DO0594
 DO0594                          SUPERSEDED SURVEY CONTROL
 DO0594
 DO0594  NGVD 29 (??/??/92)  451.757  (m)         1482.14   (f) ADJ UNCH    2 0
 DO0594
 DO0594.Superseded values are not recommended for survey control.
 DO0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0594.See file dsdata.txt to determine how the superseded data were derived.
 DO0594
 DO0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC361174(NAD 83)
 DO0594_MARKER: DB = BENCH MARK DISK
 DO0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0594_STAMPING: A-188 1933
 DO0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0594+STABILITY: SURFACE MOTION
 DO0594
 DO0594  HISTORY     - Date     Condition        Report By
 DO0594  HISTORY     - 1933     MONUMENTED       CGS
 DO0594  HISTORY     - 1950     GOOD             NGS
 DO0594
 DO0594                          STATION DESCRIPTION
 DO0594
 DO0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0594'5.7 MI E FROM BENJAMIN.
 DO0594'5.7 MILES EAST OF, ALONG HIGHWAY 24.  42 FEET NORTH OF CENTER OF
 DO0594'HIGHWAY AND 33 FEET WEST OF CENTER OF T ROAD.
 DO0594
 DO0594                          STATION RECOVERY (1950)
 DO0594
 DO0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DO0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0238 ***********************************************************************
 DO0238  DESIGNATION -  A 189
 DO0238  PID         -  DO0238
 DO0238  STATE/COUNTY-  TX/YOUNG
 DO0238  USGS QUAD   -  OLNEY (1981)
 DO0238
 DO0238                         *CURRENT SURVEY CONTROL
 DO0238  ___________________________________________________________________
 DO0238* NAD 83(1986)-  33 20 57.     (N)    098 45 16.     (W)     SCALED    
 DO0238* NAVD 88     -       357.616  (meters)    1173.28   (feet)  ADJUSTED  
 DO0238  ___________________________________________________________________
 DO0238  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DO0238  DYNAMIC HT  -         357.201 (meters)    1171.92  (feet)  COMP
 DO0238  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 DO0238
 DO0238  VERT ORDER  -  SECOND    CLASS 0
 DO0238
 DO0238.The horizontal coordinates were scaled from a topographic map and have
 DO0238.an estimated accuracy of +/- 6 seconds.
 DO0238
 DO0238.The orthometric height was determined by differential leveling
 DO0238.and adjusted by the National Geodetic Survey in June 1991..
 DO0238
 DO0238.The geoid height was determined by GEOID03.
 DO0238
 DO0238.The dynamic height is computed by dividing the NAVD 88
 DO0238.geopotential number by the normal gravity value computed on the
 DO0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0238.degrees latitude (g = 980.6199 gals.).
 DO0238
 DO0238.The modeled gravity was interpolated from observed gravity values.
 DO0238
 DO0238;                    North         East    Units  Estimated Accuracy
 DO0238;SPC TXNC     - 2,186,600.      576,320.      MT  (+/- 180 meters Scaled)
 DO0238
 DO0238                          SUPERSEDED SURVEY CONTROL
 DO0238
 DO0238  NGVD 29 (??/??/92)  357.51   (m)         1172.9    (f) COMPUTED    2 0
 DO0238
 DO0238.Superseded values are not recommended for survey control.
 DO0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0238.See file dsdata.txt to determine how the superseded data were derived.
 DO0238
 DO0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB228900(NAD 83)
 DO0238_MARKER: DB = BENCH MARK DISK
 DO0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0238_STAMPING: A 189 1933
 DO0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0238+STABILITY: SURFACE MOTION
 DO0238
 DO0238  HISTORY     - Date     Condition        Report By
 DO0238  HISTORY     - 1933     MONUMENTED       CGS
 DO0238  HISTORY     - 1963     GOOD             USGS
 DO0238  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0238  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0238
 DO0238                          STATION DESCRIPTION
 DO0238
 DO0238'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO0238'1.4 MI S FROM OLNEY.
 DO0238'OLNEY, INT. OF MAIN ST. AND AVE C. 1.1 MI. SOUTH ON AVE C TO HWY.
 DO0238'STATE 79.  CROSS HWY. AND CONTINUE SOUTH 0.3 MI. ENTER FARM YARD RIGHT
 DO0238'AND FOLLOW DIM TRACK SW ALONG OLD R.R. GRADE 0.2 MI. B.M. IS ON THE
 DO0238'LEFT, 48 FEET NW. AND PERP. TO OLD GRADE.  A STANDARD DISK. STAMPED A
 DO0238'189 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DO0238
 DO0238                          STATION RECOVERY (2001)
 DO0238
 DO0238'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0238'MARK NOT FOUND.
 DO0238
 DO0238                          STATION RECOVERY (2005)
 DO0238
 DO0238'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0031 ***********************************************************************
 CE0031  DESIGNATION -  A 19
 CE0031  PID         -  CE0031
 CE0031  STATE/COUNTY-  TX/EL PASO
 CE0031  USGS QUAD   -  YSLETA (1994)
 CE0031
 CE0031                         *CURRENT SURVEY CONTROL
 CE0031  ___________________________________________________________________
 CE0031* NAD 83(1986)-  31 41 56.     (N)    106 19 25.     (W)     SCALED    
 CE0031* NAVD 88     -      1118.991  (meters)    3671.22   (feet)  ADJUSTED  
 CE0031  ___________________________________________________________________
 CE0031  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0031  DYNAMIC HT  -        1117.291 (meters)    3665.65  (feet)  COMP
 CE0031  MODELED GRAV-     979,082.7   (mgal)                       NAVD 88
 CE0031
 CE0031  VERT ORDER  -  FIRST     CLASS II
 CE0031
 CE0031.The horizontal coordinates were scaled from a topographic map and have
 CE0031.an estimated accuracy of +/- 6 seconds.
 CE0031
 CE0031.The orthometric height was determined by differential leveling
 CE0031.and adjusted by the National Geodetic Survey in June 1991..
 CE0031
 CE0031.The geoid height was determined by GEOID03.
 CE0031
 CE0031.The dynamic height is computed by dividing the NAVD 88
 CE0031.geopotential number by the normal gravity value computed on the
 CE0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0031.degrees latitude (g = 980.6199 gals.).
 CE0031
 CE0031.The modeled gravity was interpolated from observed gravity values.
 CE0031
 CE0031;                    North         East    Units  Estimated Accuracy
 CE0031;SPC TX C     - 3,240,580.      132,420.      MT  (+/- 180 meters Scaled)
 CE0031
 CE0031                          SUPERSEDED SURVEY CONTROL
 CE0031
 CE0031  NGVD 29 (??/??/92) 1118.446  (m)         3669.43   (f) ADJ UNCH    1 2
 CE0031
 CE0031.Superseded values are not recommended for survey control.
 CE0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0031.See file dsdata.txt to determine how the superseded data were derived.
 CE0031
 CE0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR745078(NAD 83)
 CE0031_MARKER: Z = SEE DESCRIPTION
 CE0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0031+STABILITY: SURFACE MOTION
 CE0031
 CE0031  HISTORY     - Date     Condition        Report By
 CE0031  HISTORY     - UNK      MONUMENTED       CGS
 CE0031  HISTORY     - 1956     GOOD             NGS
 CE0031  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0031  HISTORY     - 19920430 MARK NOT FOUND   USGS
 CE0031
 CE0031                          STATION DESCRIPTION
 CE0031
 CE0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0031'IN YSLETA.
 CE0031'AT YSLETA, 14 RAILS NORTHWEST OF THE NORTHWEST END OF THE TEXAS AND
 CE0031'NEW ORLEANS RAILROAD STATION, AT THE CROSSING OF HARRIS STREET, 26
 CE0031'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST MAIN TRACK, IN
 CE0031'THE TOP OF A LIMESTONE POST WHICH PROJECTS 1.6 FEET ABOVE THE GROUND.
 CE0031'THE POST IS CRUMBLING AWAY BUT IS STILL  SOLID, 104 FEET SOUTHEAST OF
 CE0031'THE CENTER LINE OF HARRIS STREET.
 CE0031
 CE0031                          STATION RECOVERY (1981)
 CE0031
 CE0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0031'MARK NOT FOUND.
 CE0031
 CE0031                          STATION RECOVERY (1992)
 CE0031
 CE0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0208 ***********************************************************************
 DO0208  DESIGNATION -  A 190
 DO0208  PID         -  DO0208
 DO0208  STATE/COUNTY-  TX/JACK
 DO0208  USGS QUAD   -  JACKSBORO (1982)
 DO0208
 DO0208                         *CURRENT SURVEY CONTROL
 DO0208  ___________________________________________________________________
 DO0208* NAD 83(1986)-  33 13 05.     (N)    098 09 30.     (W)     SCALED    
 DO0208* NAVD 88     -       330.500  (meters)    1084.32   (feet)  ADJUSTED  
 DO0208  ___________________________________________________________________
 DO0208  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DO0208  DYNAMIC HT  -         330.121 (meters)    1083.07  (feet)  COMP
 DO0208  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 DO0208
 DO0208  VERT ORDER  -  SECOND    CLASS 0
 DO0208
 DO0208.The horizontal coordinates were scaled from a topographic map and have
 DO0208.an estimated accuracy of +/- 6 seconds.
 DO0208
 DO0208.The orthometric height was determined by differential leveling
 DO0208.and adjusted by the National Geodetic Survey in June 1991..
 DO0208
 DO0208.The geoid height was determined by GEOID03.
 DO0208
 DO0208.The dynamic height is computed by dividing the NAVD 88
 DO0208.geopotential number by the normal gravity value computed on the
 DO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0208.degrees latitude (g = 980.6199 gals.).
 DO0208
 DO0208.The modeled gravity was interpolated from observed gravity values.
 DO0208
 DO0208;                    North         East    Units  Estimated Accuracy
 DO0208;SPC TXNC     - 2,172,090.      631,850.      MT  (+/- 180 meters Scaled)
 DO0208
 DO0208                          SUPERSEDED SURVEY CONTROL
 DO0208
 DO0208  NGVD 29 (??/??/92)  330.43   (m)         1084.1    (f) COMPUTED    2 0
 DO0208
 DO0208.Superseded values are not recommended for survey control.
 DO0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0208.See file dsdata.txt to determine how the superseded data were derived.
 DO0208
 DO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB784757(NAD 83)
 DO0208_MARKER: DB = BENCH MARK DISK
 DO0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0208_STAMPING: A 190 1933 1084.089
 DO0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0208+STABILITY: SURFACE MOTION
 DO0208
 DO0208  HISTORY     - Date     Condition        Report By
 DO0208  HISTORY     - 1933     MONUMENTED       CGS
 DO0208  HISTORY     - 1961     GOOD             NGS
 DO0208  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0208  HISTORY     - 20050416 GOOD             USPSQD
 DO0208
 DO0208                          STATION DESCRIPTION
 DO0208
 DO0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0208'IN JACKSBORO.
 DO0208'AT JACKSBORO, 115 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE COUNTY
 DO0208'COURTHOUSE, AT THE NORTHEAST CORNER OF THE INTERSECTION OF EAST
 DO0208'BELKNAP STREET AND MAIN STREET, UNDER A LOW CEDAR SHRUB, 4 1/2 FEET
 DO0208'NORTH OF THE NORTH EDGE OF AN EAST-WEST SIDEWALK, 4 1/2 FEET EAST OF
 DO0208'THE EAST EDGE OF A NORTH-SOUTH SIDEWALK, ABOUT LEVEL WITH THE
 DO0208'SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DO0208
 DO0208                          STATION RECOVERY (2001)
 DO0208
 DO0208'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0208'MARK NOT FOUND.
 DO0208
 DO0208                          STATION RECOVERY (2005)
 DO0208
 DO0208'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0600 ***********************************************************************
 DN0600  DESIGNATION -  A 191
 DN0600  PID         -  DN0600
 DN0600  STATE/COUNTY-  TX/WISE
 DN0600  USGS QUAD   -  RHOME (1972)
 DN0600
 DN0600                         *CURRENT SURVEY CONTROL
 DN0600  ___________________________________________________________________
 DN0600* NAD 83(1986)-  33 06 09.     (N)    097 28 05.     (W)     SCALED    
 DN0600* NAVD 88     -       294.189  (meters)     965.19   (feet)  ADJUSTED  
 DN0600  ___________________________________________________________________
 DN0600  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DN0600  DYNAMIC HT  -         293.844 (meters)     964.05  (feet)  COMP
 DN0600  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 DN0600
 DN0600  VERT ORDER  -  FIRST     CLASS II
 DN0600
 DN0600.The horizontal coordinates were scaled from a topographic map and have
 DN0600.an estimated accuracy of +/- 6 seconds.
 DN0600
 DN0600.The orthometric height was determined by differential leveling
 DN0600.and adjusted by the National Geodetic Survey in June 1991..
 DN0600.WARNING-Repeat measurements at this control monument indicate possible
 DN0600.vertical movement.
 DN0600
 DN0600.The geoid height was determined by GEOID03.
 DN0600
 DN0600.The dynamic height is computed by dividing the NAVD 88
 DN0600.geopotential number by the normal gravity value computed on the
 DN0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0600.degrees latitude (g = 980.6199 gals.).
 DN0600
 DN0600.The modeled gravity was interpolated from observed gravity values.
 DN0600
 DN0600;                    North         East    Units  Estimated Accuracy
 DN0600;SPC TXNC     - 2,159,690.      696,310.      MT  (+/- 180 meters Scaled)
 DN0600
 DN0600                          SUPERSEDED SURVEY CONTROL
 DN0600
 DN0600  NGVD 29 (??/??/92)  294.118  (m)          964.95   (f) ADJ UNCH    1 2
 DN0600
 DN0600.Superseded values are not recommended for survey control.
 DN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0600.See file dsdata.txt to determine how the superseded data were derived.
 DN0600
 DN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB429636(NAD 83)
 DN0600_MARKER: DB = BENCH MARK DISK
 DN0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0600_SP_SET: CULVERT
 DN0600_STAMPING: A 191 1933 964.883
 DN0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0600
 DN0600  HISTORY     - Date     Condition        Report By
 DN0600  HISTORY     - 1933     MONUMENTED       CGS
 DN0600  HISTORY     - 1952     GOOD             NGS
 DN0600  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0600  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0600
 DN0600                          STATION DESCRIPTION
 DN0600
 DN0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0600'3.35 MI N FROM RHOME.
 DN0600'3.35 MILES NORTH ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0600'THE STATION AT RHOME, 7 1/2 POLES NORTH OF A ROAD CROSSING, 10.2 FEET
 DN0600'WEST OF THE WEST RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 DN0600'TOP OF THE SOUTH END OF THE WEST HEADWALL OF CONCRETE CULVERT 28-76.
 DN0600
 DN0600                          STATION RECOVERY (1984)
 DN0600
 DN0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0600'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
 DN0600
 DN0600                          STATION RECOVERY (1997)
 DN0600
 DN0600'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0529 ***********************************************************************
 DO0529  DESIGNATION -  A 193
 DO0529  PID         -  DO0529
 DO0529  STATE/COUNTY-  TX/HASKELL
 DO0529  USGS QUAD   -  SAGERTON (1964)
 DO0529
 DO0529                         *CURRENT SURVEY CONTROL
 DO0529  ___________________________________________________________________
 DO0529* NAD 83(1986)-  33 01 16.     (N)    099 54 29.     (W)     SCALED    
 DO0529* NAVD 88     -       475.325  (meters)    1559.46   (feet)  ADJUSTED  
 DO0529  ___________________________________________________________________
 DO0529  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DO0529  DYNAMIC HT  -         474.722 (meters)    1557.48  (feet)  COMP
 DO0529  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 DO0529
 DO0529  VERT ORDER  -  SECOND    CLASS 0
 DO0529
 DO0529.The horizontal coordinates were scaled from a topographic map and have
 DO0529.an estimated accuracy of +/- 6 seconds.
 DO0529
 DO0529.The orthometric height was determined by differential leveling
 DO0529.and adjusted by the National Geodetic Survey in June 1991..
 DO0529
 DO0529.The geoid height was determined by GEOID03.
 DO0529
 DO0529.The dynamic height is computed by dividing the NAVD 88
 DO0529.geopotential number by the normal gravity value computed on the
 DO0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0529.degrees latitude (g = 980.6199 gals.).
 DO0529
 DO0529.The modeled gravity was interpolated from observed gravity values.
 DO0529
 DO0529;                    North         East    Units  Estimated Accuracy
 DO0529;SPC TXNC     - 2,151,080.      468,470.      MT  (+/- 180 meters Scaled)
 DO0529
 DO0529                          SUPERSEDED SURVEY CONTROL
 DO0529
 DO0529  NGVD 29 (??/??/92)  475.146  (m)         1558.87   (f) ADJ UNCH    2 0
 DO0529
 DO0529.Superseded values are not recommended for survey control.
 DO0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0529.See file dsdata.txt to determine how the superseded data were derived.
 DO0529
 DO0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB151539(NAD 83)
 DO0529_MARKER: DB = BENCH MARK DISK
 DO0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0529_STAMPING: A 193 1933
 DO0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0529+STABILITY: SURFACE MOTION
 DO0529
 DO0529  HISTORY     - Date     Condition        Report By
 DO0529  HISTORY     - 1933     MONUMENTED       CGS
 DO0529  HISTORY     - 1958     GOOD             NGS
 DO0529
 DO0529                          STATION DESCRIPTION
 DO0529
 DO0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0529'4.9 MI SE FROM SAGERTON.
 DO0529'4.9 MILES SOUTHEAST ALONG THE WICHITA VALLEY RAILWAY FROM SAGERTON,
 DO0529'HASKELL COUNTY, 500 FEET EAST OF MILEPOST B 122, 50 FEET SOUTH OF THE
 DO0529'CENTER LINE OF THE TRACK, 40 FEET EAST OF A ROAD CROSSING, AND 4 FEET
 DO0529'NORTH OF A FENCE.  A STANDARD DISK, STAMPED A 193 1933 AND SET IN THE
 DO0529'TOP OF A CONCRETE POST.  NOTE-- MARK RECOVERED 50 FEET SOUTHWEST OF
 DO0529'CENTERLINE OF THE TRACK AND 42 FEET SOUTH OF THE CENTERLINE OF A
 DO0529'PUBLIC ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0233 ***********************************************************************
 CT0233  DESIGNATION -  A 194 RESET 1938
 CT0233  PID         -  CT0233
 CT0233  STATE/COUNTY-  TX/COMANCHE
 CT0233  USGS QUAD   -  DE LEON (1969)
 CT0233
 CT0233                         *CURRENT SURVEY CONTROL
 CT0233  ___________________________________________________________________
 CT0233* NAD 83(1986)-  32 06 34.     (N)    098 32 11.     (W)     SCALED    
 CT0233* NAVD 88     -       396.96   (meters)    1302.4    (feet)  RESET     
 CT0233  ___________________________________________________________________
 CT0233  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CT0233
 CT0233  VERT ORDER  -  THIRD
 CT0233
 CT0233.The horizontal coordinates were scaled from a topographic map and have
 CT0233.an estimated accuracy of +/- 6 seconds.
 CT0233
 CT0233.The orthometric height was computed from unverified reset data.
 CT0233
 CT0233.The geoid height was determined by GEOID03.
 CT0233
 CT0233;                    North         East    Units  Estimated Accuracy
 CT0233;SPC TX C     - 3,272,180.      869,600.      MT  (+/- 180 meters Scaled)
 CT0233
 CT0233                          SUPERSEDED SURVEY CONTROL
 CT0233
 CT0233.No superseded survey control is available for this station.
 CT0233
 CT0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA437526(NAD 83)
 CT0233_MARKER: DB = BENCH MARK DISK
 CT0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0233_SP_SET: CURB
 CT0233_STAMPING: A 194 RESET 1938
 CT0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0233
 CT0233  HISTORY     - Date     Condition        Report By
 CT0233  HISTORY     - 1938     MONUMENTED       USFWA
 CT0233
 CT0233                          STATION DESCRIPTION
 CT0233
 CT0233'DESCRIBED BY US FEDERAL WORKS AGENCY 1938
 CT0233'IN DELEON.
 CT0233'AT DE LEON, COMANCHE COUNTY, WEST OF THE CITY HALL, AND IN THE EAST
 CT0233'CURB OF STATE HIGHWAY 67.  A STANDARD DISK, STAMPED A 194 RESET 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1042 ***********************************************************************
 BZ1042  DESIGNATION -  A 195
 BZ1042  PID         -  BZ1042
 BZ1042  STATE/COUNTY-  TX/BOSQUE
 BZ1042  USGS QUAD   -  IREDELL (1979)
 BZ1042
 BZ1042                         *CURRENT SURVEY CONTROL
 BZ1042  ___________________________________________________________________
 BZ1042* NAD 83(1986)-  31 59 20.     (N)    097 52 20.     (W)     SCALED    
 BZ1042* NAVD 88     -       267.014  (meters)     876.03   (feet)  ADJUSTED  
 BZ1042  ___________________________________________________________________
 BZ1042  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BZ1042  DYNAMIC HT  -         266.681 (meters)     874.94  (feet)  COMP
 BZ1042  MODELED GRAV-     979,386.9   (mgal)                       NAVD 88
 BZ1042
 BZ1042  VERT ORDER  -  SECOND    CLASS 0
 BZ1042
 BZ1042.The horizontal coordinates were scaled from a topographic map and have
 BZ1042.an estimated accuracy of +/- 6 seconds.
 BZ1042
 BZ1042.The orthometric height was determined by differential leveling
 BZ1042.and adjusted by the National Geodetic Survey in June 1991..
 BZ1042
 BZ1042.The geoid height was determined by GEOID03.
 BZ1042
 BZ1042.The dynamic height is computed by dividing the NAVD 88
 BZ1042.geopotential number by the normal gravity value computed on the
 BZ1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1042.degrees latitude (g = 980.6199 gals.).
 BZ1042
 BZ1042.The modeled gravity was interpolated from observed gravity values.
 BZ1042
 BZ1042;                    North         East    Units  Estimated Accuracy
 BZ1042;SPC TX C     - 3,260,020.      932,570.      MT  (+/- 180 meters Scaled)
 BZ1042
 BZ1042                          SUPERSEDED SURVEY CONTROL
 BZ1042
 BZ1042  NGVD 29 (??/??/92)  266.957  (m)          875.84   (f) ADJ UNCH    2 0
 BZ1042
 BZ1042.Superseded values are not recommended for survey control.
 BZ1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1042.See file dsdata.txt to determine how the superseded data were derived.
 BZ1042
 BZ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA065397(NAD 83)
 BZ1042_MARKER: DB = BENCH MARK DISK
 BZ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1042_STAMPING: A 195 1933
 BZ1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1042+STABILITY: SURFACE MOTION
 BZ1042
 BZ1042  HISTORY     - Date     Condition        Report By
 BZ1042  HISTORY     - 1933     MONUMENTED       CGS
 BZ1042  HISTORY     - 1955     GOOD             USGS
 BZ1042  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 BZ1042  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1042
 BZ1042                          STATION DESCRIPTION
 BZ1042
 BZ1042'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BZ1042'IN IREDELL.
 BZ1042'AT IREDELL, BOSQUE COUNTY, ABOUT 290 FEET NORTHEAST OF THE
 BZ1042'MISSOURI-KANSAS-TEXAS RAILROAD STATION, AND 130 FEET NORTH OF THE
 BZ1042'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED A 195 1933 AND SET
 BZ1042'IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 130 FEET NORTH OF THE
 BZ1042'CENTER LINE OF TRACK.
 BZ1042
 BZ1042                          STATION RECOVERY (1999)
 BZ1042
 BZ1042'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1042'MARK NOT FOUND.
 BZ1042
 BZ1042                          STATION RECOVERY (2001)
 BZ1042
 BZ1042'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0490 ***********************************************************************
 BM0490  DESIGNATION -  A 196
 BM0490  PID         -  BM0490
 BM0490  STATE/COUNTY-  TX/WILLIAMSON
 BM0490  USGS QUAD   -  STRUCTURE (1982)
 BM0490
 BM0490                         *CURRENT SURVEY CONTROL
 BM0490  ___________________________________________________________________
 BM0490* NAD 83(1986)-  30 24 21.     (N)    097 22 26.     (W)     SCALED    
 BM0490* NAVD 88     -       174.17   (+/-2cm)     571.4    (feet)  VERTCON   
 BM0490  ___________________________________________________________________
 BM0490  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0490
 BM0490  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0490
 BM0490.The horizontal coordinates were scaled from a topographic map and have
 BM0490.an estimated accuracy of +/- 6 seconds.
 BM0490
 BM0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0490.The vertical order pertains to the NGVD 29 superseded value.
 BM0490
 BM0490.The geoid height was determined by GEOID03.
 BM0490
 BM0490;                    North         East    Units  Estimated Accuracy
 BM0490;SPC TX C     - 3,085,720.      984,330.      MT  (+/- 180 meters Scaled)
 BM0490
 BM0490                          SUPERSEDED SURVEY CONTROL
 BM0490
 BM0490  NGVD 29 (??/??/92)  174.090  (m)          571.16   (f) ADJ UNCH    1 2
 BM0490
 BM0490.Superseded values are not recommended for survey control.
 BM0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0490.See file dsdata.txt to determine how the superseded data were derived.
 BM0490
 BM0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU562648(NAD 83)
 BM0490_MARKER: DB = BENCH MARK DISK
 BM0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0490_SP_SET: CULVERT
 BM0490_STAMPING: A-196 1933
 BM0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0490
 BM0490  HISTORY     - Date     Condition        Report By
 BM0490  HISTORY     - 1933     MONUMENTED       CGS
 BM0490  HISTORY     - 1976     MARK NOT FOUND   USGS
 BM0490  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0490
 BM0490                          STATION DESCRIPTION
 BM0490
 BM0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0490'3.7 MI N FROM ELGIN.
 BM0490'3.7 MILES NORTH OF, ALONG M.K.T. RAILROAD, AT A CONCRETE RAILROAD
 BM0490'CULVERT, SET HORIZONTAL IN NORTH END OF CONCRETE CULVERT ABUTMENT, 15
 BM0490'FEET WEST OF CENTER OF TRACK.  ABOUT 5 FEET BELOW THE LEVEL OF THE
 BM0490'TRACK.
 BM0490
 BM0490                          STATION RECOVERY (1976)
 BM0490
 BM0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BM0490'MARK NOT FOUND.
 BM0490
 BM0490                          STATION RECOVERY (2004)
 BM0490
 BM0490'RECOVERY NOTE BY US POWER SQUADRON 2004 (AH)
 BM0490'TIMBERS HAVE BEEN PLACED OVER LOCATION OF DISC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0267 ***********************************************************************
 BM0267  DESIGNATION -  A 197
 BM0267  PID         -  BM0267
 BM0267  STATE/COUNTY-  TX/MILAM
 BM0267  USGS QUAD   -  ROCKDALE EAST (1989)
 BM0267
 BM0267                         *CURRENT SURVEY CONTROL
 BM0267  ___________________________________________________________________
 BM0267* NAD 83(1986)-  30 42 10.     (N)    096 52 51.     (W)     SCALED    
 BM0267* NAVD 88     -       147.34   (+/-2cm)     483.4    (feet)  VERTCON   
 BM0267  ___________________________________________________________________
 BM0267  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0267
 BM0267  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0267
 BM0267.The horizontal coordinates were scaled from a topographic map and have
 BM0267.an estimated accuracy of +/- 6 seconds.
 BM0267
 BM0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0267.The vertical order pertains to the NGVD 29 superseded value.
 BM0267
 BM0267.The geoid height was determined by GEOID03.
 BM0267
 BM0267;                    North         East    Units  Estimated Accuracy
 BM0267;SPC TX C     - 3,119,990.    1,030,660.      MT  (+/- 180 meters Scaled)
 BM0267
 BM0267                          SUPERSEDED SURVEY CONTROL
 BM0267
 BM0267  NGVD 29 (??/??/92)  147.284  (m)          483.21   (f) ADJ UNCH    2 0
 BM0267
 BM0267.Superseded values are not recommended for survey control.
 BM0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0267.See file dsdata.txt to determine how the superseded data were derived.
 BM0267
 BM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU029985(NAD 83)
 BM0267_MARKER: DB = BENCH MARK DISK
 BM0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0267_STAMPING: 483.313 A 197 1933
 BM0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0267+STABILITY: SURFACE MOTION
 BM0267
 BM0267  HISTORY     - Date     Condition        Report By
 BM0267  HISTORY     - 1933     MONUMENTED       CGS
 BM0267  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0267
 BM0267                          STATION DESCRIPTION
 BM0267
 BM0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0267'1.0 MI SW FROM MILANO.
 BM0267'1.0 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0267'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT MILANO,
 BM0267'MILAM COUNTY, 0.1 MILE NORTHEAST OF MILEPOST 111, 54 FEET NORTHWEST OF
 BM0267'THE TRACK, 15 FEET NORTH OF A FENCE, AND IN THE TOP OF A CONCRETE
 BM0267'POST.
 BM0267
 BM0267                          STATION RECOVERY (1999)
 BM0267
 BM0267'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0059 ***********************************************************************
 CA0059  DESIGNATION -  A 198
 CA0059  PID         -  CA0059
 CA0059  STATE/COUNTY-  TX/HAMILTON
 CA0059  USGS QUAD   -  HAMILTON WEST (1979)
 CA0059
 CA0059                         *CURRENT SURVEY CONTROL
 CA0059  ___________________________________________________________________
 CA0059* NAD 83(1986)-  31 40 38.     (N)    098 07 49.     (W)     SCALED    
 CA0059* NAVD 88     -       376.692  (meters)    1235.86   (feet)  ADJUSTED  
 CA0059  ___________________________________________________________________
 CA0059  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CA0059  DYNAMIC HT  -         376.206 (meters)    1234.27  (feet)  COMP
 CA0059  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 CA0059
 CA0059  VERT ORDER  -  SECOND    CLASS 0
 CA0059
 CA0059.The horizontal coordinates were scaled from a topographic map and have
 CA0059.an estimated accuracy of +/- 6 seconds.
 CA0059
 CA0059.The orthometric height was determined by differential leveling
 CA0059.and adjusted by the National Geodetic Survey in June 1991..
 CA0059
 CA0059.The geoid height was determined by GEOID03.
 CA0059
 CA0059.The dynamic height is computed by dividing the NAVD 88
 CA0059.geopotential number by the normal gravity value computed on the
 CA0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0059.degrees latitude (g = 980.6199 gals.).
 CA0059
 CA0059.The modeled gravity was interpolated from observed gravity values.
 CA0059
 CA0059;                    North         East    Units  Estimated Accuracy
 CA0059;SPC TX C     - 3,224,960.      908,880.      MT  (+/- 180 meters Scaled)
 CA0059
 CA0059                          SUPERSEDED SURVEY CONTROL
 CA0059
 CA0059  NGVD 29 (??/??/92)  376.603  (m)         1235.57   (f) ADJ UNCH    2 0
 CA0059
 CA0059.Superseded values are not recommended for survey control.
 CA0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0059.See file dsdata.txt to determine how the superseded data were derived.
 CA0059
 CA0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA824049(NAD 83)
 CA0059_MARKER: DB = BENCH MARK DISK
 CA0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0059_STAMPING: A 198 1933
 CA0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0059+STABILITY: SURFACE MOTION
 CA0059
 CA0059  HISTORY     - Date     Condition        Report By
 CA0059  HISTORY     - 1933     MONUMENTED       CGS
 CA0059  HISTORY     - 1955     GOOD             USGS
 CA0059
 CA0059                          STATION DESCRIPTION
 CA0059
 CA0059'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0059'1.8 MI SE FROM HAMILTON.
 CA0059'1.8 MILES SOUTHEAST OF HAMILTON COURTHOUSE FROM ALONG STATE HIGHWAY
 CA0059'281, ABOUT 1,000 FEET EAST OF THE HIGHWAY, ABOUT 300 FEET NORTH OF
 CA0059'FENCE CORNER.  46 FEET WEST OF THE CENTERLINE OF THE ROADBED OF AN
 CA0059'ABANDONED RAILROAD, 3 FEET EAST OF THE RIGHT-OF-WAY FENCE, SET IN THE
 CA0059'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1003 ***********************************************************************
 BZ1003  DESIGNATION -  A 199
 BZ1003  PID         -  BZ1003
 BZ1003  STATE/COUNTY-  TX/CORYELL
 BZ1003  USGS QUAD   -  OGLESBY (1994)
 BZ1003
 BZ1003                         *CURRENT SURVEY CONTROL
 BZ1003  ___________________________________________________________________
 BZ1003* NAD 83(1986)-  31 23 26.     (N)    097 31 47.     (W)     SCALED    
 BZ1003* NAVD 88     -       213.575  (meters)     700.70   (feet)  ADJUSTED  
 BZ1003  ___________________________________________________________________
 BZ1003  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BZ1003  DYNAMIC HT  -         213.294 (meters)     699.78  (feet)  COMP
 BZ1003  MODELED GRAV-     979,321.8   (mgal)                       NAVD 88
 BZ1003
 BZ1003  VERT ORDER  -  SECOND    CLASS 0
 BZ1003
 BZ1003.The horizontal coordinates were scaled from a topographic map and have
 BZ1003.an estimated accuracy of +/- 6 seconds.
 BZ1003
 BZ1003.The orthometric height was determined by differential leveling
 BZ1003.and adjusted by the National Geodetic Survey in June 1991..
 BZ1003
 BZ1003.The geoid height was determined by GEOID03.
 BZ1003
 BZ1003.The dynamic height is computed by dividing the NAVD 88
 BZ1003.geopotential number by the normal gravity value computed on the
 BZ1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1003.degrees latitude (g = 980.6199 gals.).
 BZ1003
 BZ1003.The modeled gravity was interpolated from observed gravity values.
 BZ1003
 BZ1003;                    North         East    Units  Estimated Accuracy
 BZ1003;SPC TX C     - 3,194,460.      966,610.      MT  (+/- 180 meters Scaled)
 BZ1003
 BZ1003                          SUPERSEDED SURVEY CONTROL
 BZ1003
 BZ1003  NGVD 29 (??/??/92)  213.523  (m)          700.53   (f) ADJ UNCH    2 0
 BZ1003
 BZ1003.Superseded values are not recommended for survey control.
 BZ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1003.See file dsdata.txt to determine how the superseded data were derived.
 BZ1003
 BZ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV397738(NAD 83)
 BZ1003_MARKER: DB = BENCH MARK DISK
 BZ1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1003_STAMPING: A 199 1933
 BZ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1003+STABILITY: SURFACE MOTION
 BZ1003
 BZ1003  HISTORY     - Date     Condition        Report By
 BZ1003  HISTORY     - 1933     MONUMENTED       CGS
 BZ1003  HISTORY     - 1957     GOOD             DOD
 BZ1003
 BZ1003                          STATION DESCRIPTION
 BZ1003
 BZ1003'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ1003'2.6 MI SW FROM OGLESBY.
 BZ1003'2.6 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ1003'OGLESBY, CORYELL COUNTY, 0.1 MILE SOUTHWEST OF A LIME AND GYPSUM
 BZ1003'PLANT, 72 FEET SOUTHEAST OF POLE 704+28, 44 FEET EAST OF THE
 BZ1003'CENTERLINE OF THE TRACK, AND 7 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 BZ1003'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1236 ***********************************************************************
 CS1236  DESIGNATION -  A 2
 CS1236  PID         -  CS1236
 CS1236  STATE/COUNTY-  TX/DALLAS
 CS1236  USGS QUAD   -  DALLAS (1981)
 CS1236
 CS1236                         *CURRENT SURVEY CONTROL
 CS1236  ___________________________________________________________________
 CS1236* NAD 83(1986)-  32 46 44.     (N)    096 48 26.     (W)     SCALED    
 CS1236* NAVD 88     -       132.253  (meters)     433.90   (feet)  ADJUSTED  
 CS1236  ___________________________________________________________________
 CS1236  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CS1236  DYNAMIC HT  -         132.101 (meters)     433.40  (feet)  COMP
 CS1236  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 CS1236
 CS1236  VERT ORDER  -  FIRST     CLASS II
 CS1236
 CS1236.The horizontal coordinates were scaled from a topographic map and have
 CS1236.an estimated accuracy of +/- 6 seconds.
 CS1236
 CS1236.The orthometric height was determined by differential leveling
 CS1236.and adjusted by the National Geodetic Survey in June 1991..
 CS1236.WARNING-Repeat measurements at this control monument indicate possible
 CS1236.vertical movement.
 CS1236
 CS1236.The geoid height was determined by GEOID03.
 CS1236
 CS1236.The dynamic height is computed by dividing the NAVD 88
 CS1236.geopotential number by the normal gravity value computed on the
 CS1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1236.degrees latitude (g = 980.6199 gals.).
 CS1236
 CS1236.The modeled gravity was interpolated from observed gravity values.
 CS1236
 CS1236;                    North         East    Units  Estimated Accuracy
 CS1236;SPC TXNC     - 2,124,610.      758,560.      MT  (+/- 180 meters Scaled)
 CS1236
 CS1236                          SUPERSEDED SURVEY CONTROL
 CS1236
 CS1236  NGVD 29 (??/??/92)  132.264  (m)          433.94   (f) ADJ UNCH    1 2
 CS1236
 CS1236.Superseded values are not recommended for survey control.
 CS1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1236.See file dsdata.txt to determine how the superseded data were derived.
 CS1236
 CS1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB053289(NAD 83)
 CS1236_MARKER: B = BOLT
 CS1236_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CS1236_SP_SET: FOUNDATION WALL
 CS1236_MARK LOGO: NONE  
 CS1236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS1236+STABILITY: POSITION/ELEVATION WELL
 CS1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1236+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 CS1236
 CS1236  HISTORY     - Date     Condition        Report By
 CS1236  HISTORY     - UNK      MONUMENTED       CGS
 CS1236  HISTORY     - 1947     GOOD             NGS
 CS1236  HISTORY     - 1958     GOOD             NGS
 CS1236  HISTORY     - 1986     GOOD             NGS
 CS1236  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1236  HISTORY     - 20030215 GOOD             GEOCAC
 CS1236
 CS1236                          STATION DESCRIPTION
 CS1236
 CS1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1236'IN DALLAS.
 CS1236'AT DALLAS, DALLAS COUNTY, NEAR THE INTERSECTION OF HOUSTON AND MAIN
 CS1236'STREETS, IN THE WEST CORNER OF THE BUTTRESS TO THE COUNTY COURTHOUSE,
 CS1236'IN THE SECOND TIER OF STONE, AND ABOUT 2-1/2 FEET ABOVE THE GROUND. A
 CS1236'COPPER BOLT.
 CS1236
 CS1236                          STATION RECOVERY (1958)
 CS1236
 CS1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1236'RECOVERED IN GOOD CONDITION.
 CS1236
 CS1236                          STATION RECOVERY (1986)
 CS1236
 CS1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1236'RECOVERED IN GOOD CONDITION.
 CS1236
 CS1236                          STATION RECOVERY (2000)
 CS1236
 CS1236'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1236'MARK NOT FOUND.
 CS1236
 CS1236                          STATION RECOVERY (2003)
 CS1236
 CS1236'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CS1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1108 ***********************************************************************
 FL1108  DESIGNATION -  A 20
 FL1108  PID         -  FL1108
 FL1108  STATE/COUNTY-  TX/RANDALL
 FL1108  USGS QUAD   -  THE PALISADES (1973)
 FL1108
 FL1108                         *CURRENT SURVEY CONTROL
 FL1108  ___________________________________________________________________
 FL1108* NAD 83(1986)-  35 06 43.     (N)    101 51 44.     (W)     SCALED    
 FL1108* NAVD 88     -      1114.086  (meters)    3655.13   (feet)  ADJUSTED  
 FL1108  ___________________________________________________________________
 FL1108  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FL1108  DYNAMIC HT  -        1112.750 (meters)    3650.75  (feet)  COMP
 FL1108  MODELED GRAV-     979,396.9   (mgal)                       NAVD 88
 FL1108
 FL1108  VERT ORDER  -  FIRST     CLASS II
 FL1108
 FL1108.The horizontal coordinates were scaled from a topographic map and have
 FL1108.an estimated accuracy of +/- 6 seconds.
 FL1108
 FL1108.The orthometric height was determined by differential leveling
 FL1108.and adjusted by the National Geodetic Survey in June 1991..
 FL1108
 FL1108.The geoid height was determined by GEOID03.
 FL1108
 FL1108.The dynamic height is computed by dividing the NAVD 88
 FL1108.geopotential number by the normal gravity value computed on the
 FL1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1108.degrees latitude (g = 980.6199 gals.).
 FL1108
 FL1108.The modeled gravity was interpolated from observed gravity values.
 FL1108
 FL1108;                    North         East    Units  Estimated Accuracy
 FL1108;SPC TX N     - 1,123,420.      166,980.      MT  (+/- 180 meters Scaled)
 FL1108
 FL1108                          SUPERSEDED SURVEY CONTROL
 FL1108
 FL1108  NGVD 29 (??/??/92) 1113.585  (m)         3653.49   (f) ADJ UNCH    1 2
 FL1108
 FL1108.Superseded values are not recommended for survey control.
 FL1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1108.See file dsdata.txt to determine how the superseded data were derived.
 FL1108
 FL1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD391892(NAD 83)
 FL1108_MARKER: P = PIPE CAP
 FL1108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL1108_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL1108_STAMPING: A 20 1911 ELEV.3653.487 FT.
 FL1108_MARK LOGO: CGS   
 FL1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1108
 FL1108  HISTORY     - Date     Condition        Report By
 FL1108  HISTORY     - 1911     MONUMENTED       CGS
 FL1108  HISTORY     - 1958     GOOD             NGS
 FL1108  HISTORY     - 1984     GOOD             NGS
 FL1108
 FL1108                          STATION DESCRIPTION
 FL1108
 FL1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FL1108'7.0 MI S FROM AMARILLO.
 FL1108'ABOUT 7.0 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1108'THE STATION AT AMARILLO, 47 FEET WEST OF MILE POST 560, 55 FEET WEST
 FL1108'OF THE NEAR RAIL OF THE MAIN TRACK, 22 FEET NORTH OF A TELEPHONE POLE,
 FL1108'29 FEET EAST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2
 FL1108'FEET BELOW THE TRACK, AND ON THE TOP OF AN IRON PIPE PROJECTING 6
 FL1108'INCHES.  NOTE-- 1911 WAS STAMPED ON THE MARK BY THIS PARTY.
 FL1108
 FL1108                          STATION RECOVERY (1984)
 FL1108
 FL1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0335 ***********************************************************************
 BM0335  DESIGNATION -  A 200
 BM0335  PID         -  BM0335
 BM0335  STATE/COUNTY-  TX/BELL
 BM0335  USGS QUAD   -  HOLLAND (1964)
 BM0335
 BM0335                         *CURRENT SURVEY CONTROL
 BM0335  ___________________________________________________________________
 BM0335* NAD 83(1986)-  30 53 36.     (N)    097 23 33.     (W)     SCALED    
 BM0335* NAVD 88     -       164.09   (+/-2cm)     538.4    (feet)  VERTCON   
 BM0335  ___________________________________________________________________
 BM0335  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BM0335
 BM0335  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0335
 BM0335.The horizontal coordinates were scaled from a topographic map and have
 BM0335.an estimated accuracy of +/- 6 seconds.
 BM0335
 BM0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0335.The vertical order pertains to the NGVD 29 superseded value.
 BM0335
 BM0335.The geoid height was determined by GEOID03.
 BM0335
 BM0335;                    North         East    Units  Estimated Accuracy
 BM0335;SPC TX C     - 3,139,700.      981,110.      MT  (+/- 180 meters Scaled)
 BM0335
 BM0335                          SUPERSEDED SURVEY CONTROL
 BM0335
 BM0335  NGVD 29 (??/??/92)  163.975  (m)          537.97   (f) ADJ UNCH    1 2
 BM0335
 BM0335.Superseded values are not recommended for survey control.
 BM0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0335.See file dsdata.txt to determine how the superseded data were derived.
 BM0335
 BM0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV536188(NAD 83)
 BM0335_MARKER: DB = BENCH MARK DISK
 BM0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0335_STAMPING: A-200 1933
 BM0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0335+STABILITY: SURFACE MOTION
 BM0335
 BM0335  HISTORY     - Date     Condition        Report By
 BM0335  HISTORY     - 1933     MONUMENTED       CGS
 BM0335  HISTORY     - 1964     MARK NOT FOUND   USGS
 BM0335  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0335  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0335
 BM0335                          STATION DESCRIPTION
 BM0335
 BM0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0335'1.6 MI N FROM HOLLAND.
 BM0335'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, 0.6 MILE NORTH OF MILEPOST
 BM0335'896, 40 FEET NORTHWEST OF CENTER OF TRACK, INSIDE OF RIGHT OF WAY
 BM0335'FENCE 4 FEET.
 BM0335
 BM0335                          STATION RECOVERY (1964)
 BM0335
 BM0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BM0335'MARK NOT FOUND.
 BM0335
 BM0335                          STATION RECOVERY (1980)
 BM0335
 BM0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0335'SEARCHED FOR, NOT RECOVERED.
 BM0335
 BM0335                          STATION RECOVERY (2001)
 BM0335
 BM0335'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0605 ***********************************************************************
 BM0605  DESIGNATION -  A 201
 BM0605  PID         -  BM0605
 BM0605  STATE/COUNTY-  TX/WILLIAMSON
 BM0605  USGS QUAD   -  JOLLYVILLE (1987)
 BM0605
 BM0605                         *CURRENT SURVEY CONTROL
 BM0605  ___________________________________________________________________
 BM0605* NAD 83(1986)-  30 28 29.     (N)    097 45 07.     (W)     SCALED    
 BM0605* NAVD 88     -       261.769  (meters)     858.82   (feet)  ADJUSTED  
 BM0605  ___________________________________________________________________
 BM0605  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BM0605  DYNAMIC HT  -         261.413 (meters)     857.65  (feet)  COMP
 BM0605  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 BM0605
 BM0605  VERT ORDER  -  SECOND    CLASS 0
 BM0605
 BM0605.The horizontal coordinates were scaled from a topographic map and have
 BM0605.an estimated accuracy of +/- 6 seconds.
 BM0605
 BM0605.The orthometric height was determined by differential leveling
 BM0605.and adjusted by the National Geodetic Survey in June 1991..
 BM0605
 BM0605.The geoid height was determined by GEOID03.
 BM0605
 BM0605.The dynamic height is computed by dividing the NAVD 88
 BM0605.geopotential number by the normal gravity value computed on the
 BM0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0605.degrees latitude (g = 980.6199 gals.).
 BM0605
 BM0605.The modeled gravity was interpolated from observed gravity values.
 BM0605
 BM0605;                    North         East    Units  Estimated Accuracy
 BM0605;SPC TX C     - 3,092,450.      947,830.      MT  (+/- 180 meters Scaled)
 BM0605
 BM0605                          SUPERSEDED SURVEY CONTROL
 BM0605
 BM0605  NGVD 29 (??/??/92)  261.696  (m)          858.58   (f) ADJ UNCH    2 0
 BM0605
 BM0605.Superseded values are not recommended for survey control.
 BM0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0605.See file dsdata.txt to determine how the superseded data were derived.
 BM0605
 BM0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU198720(NAD 83)
 BM0605_MARKER: DB = BENCH MARK DISK
 BM0605_SETTING: 66 = SET IN ROCK OUTCROP
 BM0605_SP_SET: LEDGE
 BM0605_STAMPING: A-201 1933
 BM0605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0605+STABILITY: POSITION/ELEVATION WELL
 BM0605
 BM0605  HISTORY     - Date     Condition        Report By
 BM0605  HISTORY     - 1933     MONUMENTED       CGS
 BM0605  HISTORY     - 1968     MARK NOT FOUND   USGS
 BM0605
 BM0605                          STATION DESCRIPTION
 BM0605
 BM0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0605'3.5 MI NW FROM MCNEIL.
 BM0605'ALONG TEXAS AND NEW ORLEANS RAILROAD, 105 FEET SOUTHEAST OF MILEPOST
 BM0605'20, 32 FEET NORTHEAST OF CENTER OF TRACK, IN LIMESTONE LEDGE.  NOTE--
 BM0605'RD. WORK IN AREA.
 BM0605
 BM0605                          STATION RECOVERY (1968)
 BM0605
 BM0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BM0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0650 ***********************************************************************
 BM0650  DESIGNATION -  A 202
 BM0650  PID         -  BM0650
 BM0650  STATE/COUNTY-  TX/TRAVIS
 BM0650  USGS QUAD   -  SIGNAL HILL (1986)
 BM0650
 BM0650                         *CURRENT SURVEY CONTROL
 BM0650  ___________________________________________________________________
 BM0650* NAD 83(1986)-  30 12 07.     (N)    097 59 12.     (W)     SCALED    
 BM0650* NAVD 88     -       356.619  (meters)    1170.01   (feet)  ADJUSTED  
 BM0650  ___________________________________________________________________
 BM0650  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 BM0650  DYNAMIC HT  -         356.120 (meters)    1168.37  (feet)  COMP
 BM0650  MODELED GRAV-     979,231.7   (mgal)                       NAVD 88
 BM0650
 BM0650  VERT ORDER  -  SECOND    CLASS 0
 BM0650
 BM0650.The horizontal coordinates were scaled from a topographic map and have
 BM0650.an estimated accuracy of +/- 6 seconds.
 BM0650
 BM0650.The orthometric height was determined by differential leveling
 BM0650.and adjusted by the National Geodetic Survey in June 1991..
 BM0650.WARNING-Repeat measurements at this control monument indicate possible
 BM0650.vertical movement.
 BM0650
 BM0650.The geoid height was determined by GEOID03.
 BM0650
 BM0650.The dynamic height is computed by dividing the NAVD 88
 BM0650.geopotential number by the normal gravity value computed on the
 BM0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0650.degrees latitude (g = 980.6199 gals.).
 BM0650
 BM0650.The modeled gravity was interpolated from observed gravity values.
 BM0650
 BM0650;                    North         East    Units  Estimated Accuracy
 BM0650;SPC TX C     - 3,061,720.      925,940.      MT  (+/- 180 meters Scaled)
 BM0650
 BM0650                          SUPERSEDED SURVEY CONTROL
 BM0650
 BM0650  NGVD 29 (??/??/92)  356.520  (m)         1169.68   (f) ADJ UNCH    2 0
 BM0650
 BM0650.Superseded values are not recommended for survey control.
 BM0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0650.See file dsdata.txt to determine how the superseded data were derived.
 BM0650
 BM0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU975415(NAD 83)
 BM0650_MARKER: DB = BENCH MARK DISK
 BM0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0650_STAMPING: A 202 1933
 BM0650_MARK LOGO: CGS   
 BM0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0650+STABILITY: SURFACE MOTION
 BM0650
 BM0650  HISTORY     - Date     Condition        Report By
 BM0650  HISTORY     - 1933     MONUMENTED       CGS
 BM0650  HISTORY     - 1934     GOOD             CGS
 BM0650  HISTORY     - 193503   SEE DESCRIPTION  CGS
 BM0650
 BM0650                          STATION DESCRIPTION
 BM0650
 BM0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0650'2.2 MI W FROM CEDAR VALLEY.
 BM0650'2.2 MILES W OF AND ALONG STATE HWY NO. 20 AT THE EDGE OF SUTTERS
 BM0650'PASTURE AND 105 FEET N OF CENTER OF HWY.
 BM0650
 BM0650                          STATION RECOVERY (1935)
 BM0650
 BM0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BM0650'REPORTED RESET BY TXHD IN DECEMBER 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0651 ***********************************************************************
 BM0651  DESIGNATION -  A 202 RESET
 BM0651  PID         -  BM0651
 BM0651  STATE/COUNTY-  TX/HAYS
 BM0651  USGS QUAD   -  SIGNAL HILL (1986)
 BM0651
 BM0651                         *CURRENT SURVEY CONTROL
 BM0651  ___________________________________________________________________
 BM0651* NAD 83(1986)-  30 12 12.     (N)    097 59 02.     (W)     SCALED    
 BM0651* NAVD 88     -       357.758  (meters)    1173.74   (feet)  ADJUSTED  
 BM0651  ___________________________________________________________________
 BM0651  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 BM0651  DYNAMIC HT  -         357.257 (meters)    1172.10  (feet)  COMP
 BM0651  MODELED GRAV-     979,231.7   (mgal)                       NAVD 88
 BM0651
 BM0651  VERT ORDER  -  SECOND    CLASS 0
 BM0651
 BM0651.The horizontal coordinates were scaled from a topographic map and have
 BM0651.an estimated accuracy of +/- 6 seconds.
 BM0651
 BM0651.The orthometric height was determined by differential leveling
 BM0651.and adjusted by the National Geodetic Survey in June 1991..
 BM0651
 BM0651.The geoid height was determined by GEOID03.
 BM0651
 BM0651.The dynamic height is computed by dividing the NAVD 88
 BM0651.geopotential number by the normal gravity value computed on the
 BM0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0651.degrees latitude (g = 980.6199 gals.).
 BM0651
 BM0651.The modeled gravity was interpolated from observed gravity values.
 BM0651
 BM0651;                    North         East    Units  Estimated Accuracy
 BM0651;SPC TXSC     - 4,263,090.      697,840.      MT  (+/- 180 meters Scaled)
 BM0651
 BM0651                          SUPERSEDED SURVEY CONTROL
 BM0651
 BM0651  NGVD 29 (??/??/92)  357.658  (m)         1173.42   (f) ADJ UNCH    2 0
 BM0651
 BM0651.Superseded values are not recommended for survey control.
 BM0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0651.See file dsdata.txt to determine how the superseded data were derived.
 BM0651
 BM0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU978417(NAD 83)
 BM0651_MARKER: DB = BENCH MARK DISK
 BM0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0651_STAMPING: A 202 RESET 1934
 BM0651_MARK LOGO: CGS   
 BM0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0651+STABILITY: SURFACE MOTION
 BM0651
 BM0651  HISTORY     - Date     Condition        Report By
 BM0651  HISTORY     - 193412   MONUMENTED       TXHD
 BM0651  HISTORY     - 193503   GOOD             CGS
 BM0651  HISTORY     - 1953     GOOD             CGS
 BM0651  HISTORY     - 1968     GOOD             USGS
 BM0651  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BM0651
 BM0651                          STATION DESCRIPTION
 BM0651
 BM0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CL)
 BM0651'2.2 MI WEST ALONG US HIGHWAY 290 FROM CEDAR VALLEY, TRAVIS COUNTY, AT
 BM0651'SURVEY STATION 847+00, AT THE EDGE OF A PASTURE OWNED IN 1935 BY
 BM0651'ROBERT W SUTTER, AND 105 FT NORTH OF THE CENTER LINE OF THE HIGHWAY.
 BM0651'A STANDARD DISK, STAMPED-- A 202 RESET 1934-- AND SET IN THE TOP OF A
 BM0651'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 BM0651
 BM0651                          STATION RECOVERY (1953)
 BM0651
 BM0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 BM0651'2.0 MI SW FROM CEDAR VALLEY.
 BM0651'2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BM0651'CEDAR VALLEY, 112 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 44
 BM0651'FEET NORTH OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST, 0.1 MILE
 BM0651'SOUTHWEST OF A JUNCTION OF THE ROAD AND HIGHWAY, 3 FEET SOUTHEAST OF A
 BM0651'FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BM0651'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0651
 BM0651                          STATION RECOVERY (1968)
 BM0651
 BM0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BM0651'RECOVERED IN GOOD CONDITION.
 BM0651
 BM0651                          STATION RECOVERY (2004)
 BM0651
 BM0651'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0651'LANDSCAPING HAS BEEN DONE IN THIS NEWLY BUILT-UP AREA AND THERE IS NO
 BM0651'EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0405 ***********************************************************************
 BZ0405  DESIGNATION -  A 204
 BZ0405  PID         -  BZ0405
 BZ0405  STATE/COUNTY-  TX/LEON
 BZ0405  USGS QUAD   -  MARQUEZ (1982)
 BZ0405
 BZ0405                         *CURRENT SURVEY CONTROL
 BZ0405  ___________________________________________________________________
 BZ0405* NAD 83(1986)-  31 11 52.     (N)    096 16 06.     (W)     SCALED    
 BZ0405* NAVD 88     -       114.27   (+/-2cm)     374.9    (feet)  VERTCON   
 BZ0405  ___________________________________________________________________
 BZ0405  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BZ0405
 BZ0405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0405
 BZ0405.The horizontal coordinates were scaled from a topographic map and have
 BZ0405.an estimated accuracy of +/- 6 seconds.
 BZ0405
 BZ0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0405.The vertical order pertains to the NGVD 29 superseded value.
 BZ0405
 BZ0405.The geoid height was determined by GEOID03.
 BZ0405
 BZ0405;                    North         East    Units  Estimated Accuracy
 BZ0405;SPC TX C     - 3,176,810.    1,087,290.      MT  (+/- 180 meters Scaled)
 BZ0405
 BZ0405                          SUPERSEDED SURVEY CONTROL
 BZ0405
 BZ0405  NGVD 29 (??/??/92)  114.244  (m)          374.82   (f) ADJ UNCH    2 0
 BZ0405
 BZ0405.Superseded values are not recommended for survey control.
 BZ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0405.See file dsdata.txt to determine how the superseded data were derived.
 BZ0405
 BZ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV602547(NAD 83)
 BZ0405_MARKER: DB = BENCH MARK DISK
 BZ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0405_STAMPING: 374.770 S A 204 1933
 BZ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0405+STABILITY: SURFACE MOTION
 BZ0405
 BZ0405  HISTORY     - Date     Condition        Report By
 BZ0405  HISTORY     - 1933     MONUMENTED       CGS
 BZ0405  HISTORY     - 1942     MARK NOT FOUND   NGS
 BZ0405
 BZ0405                          STATION DESCRIPTION
 BZ0405
 BZ0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0405'3.0 MI SW FROM MARQUEZ.
 BZ0405'3.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0405'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM MARQUEZ, LEON COUNTY, 80
 BZ0405'FEET SOUTHWEST OF POLE 57/23, AT THE SOUTHEAST CORNER OF A ROAD
 BZ0405'CROSSING, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND SET IN
 BZ0405'THE TOP OF A CONCRETE POST.
 BZ0405
 BZ0405                          STATION RECOVERY (1942)
 BZ0405
 BZ0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BZ0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1654 ***********************************************************************
 BL1654  DESIGNATION -  A 205
 BL1654  PID         -  BL1654
 BL1654  STATE/COUNTY-  TX/MADISON
 BL1654  USGS QUAD   -  MADISONVILLE (1963)
 BL1654
 BL1654                         *CURRENT SURVEY CONTROL
 BL1654  ___________________________________________________________________
 BL1654* NAD 83(1986)-  30 54 57.     (N)    095 58 33.     (W)     SCALED    
 BL1654* NAVD 88     -        81.07   (+/-2cm)     266.0    (feet)  VERTCON   
 BL1654  ___________________________________________________________________
 BL1654  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BL1654
 BL1654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1654
 BL1654.The horizontal coordinates were scaled from a topographic map and have
 BL1654.an estimated accuracy of +/- 6 seconds.
 BL1654
 BL1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1654.The vertical order pertains to the NGVD 29 superseded value.
 BL1654
 BL1654.The geoid height was determined by GEOID03.
 BL1654
 BL1654;                    North         East    Units  Estimated Accuracy
 BL1654;SPC TX C     - 3,146,630.    1,116,370.      MT  (+/- 180 meters Scaled)
 BL1654
 BL1654                          SUPERSEDED SURVEY CONTROL
 BL1654
 BL1654  NGVD 29 (??/??/92)   81.060  (m)          265.94   (f) ADJ UNCH    2 0
 BL1654
 BL1654.Superseded values are not recommended for survey control.
 BL1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1654.See file dsdata.txt to determine how the superseded data were derived.
 BL1654
 BL1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ155240(NAD 83)
 BL1654_MARKER: DB = BENCH MARK DISK
 BL1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1654_STAMPING: A 205 1933
 BL1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1654+STABILITY: SURFACE MOTION
 BL1654
 BL1654  HISTORY     - Date     Condition        Report By
 BL1654  HISTORY     - 1933     MONUMENTED       CGS
 BL1654  HISTORY     - 1959     GOOD             NGS
 BL1654  HISTORY     - 19960601 GOOD             USPSQD
 BL1654
 BL1654                          STATION DESCRIPTION
 BL1654
 BL1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL1654'4.5 MI W FROM MADISONVILLE.
 BL1654'ABOUT 4.5 MILES WEST ALONG STATE HIGHWAY NO.21 FROM MADISONVILLE,
 BL1654'MADISON COUNTY, ABOUT 500 FEET WEST OF A CONCRETE BRIDGE OVER IRON
 BL1654'CREEK, 68 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 115
 BL1654'FEET NORTH OF A LARGE BRICK FARM HOUSE AND 25 FEET SOUTH OF A CORNER
 BL1654'POST WHICH IS IN THE SOUTH RIGHT-OF-WAY FENCE LINE.  IT IS 2 FEET EAST
 BL1654'OF THE FENCE LINE LEADING FROM THE CORNER TO A 24 INCH DIAMETER TREE
 BL1654'THAT SERVES AS A GATE POST AT A BOARD GATE.  IT IS 25 FEET EAST OF A
 BL1654'SWIMMING POOL SIGN AND 25 FEET NORTH OF THE TREE GATE POST.  A
 BL1654'STANDARD DISK STAMPED A 205 1933 IN A CONCRETE POST WHICH PROJECTS
 BL1654'ABOUT 2 INCHES.
 BL1654
 BL1654                          STATION RECOVERY (1996)
 BL1654
 BL1654'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0019 ***********************************************************************
 BM0019  DESIGNATION -  A 206
 BM0019  PID         -  BM0019
 BM0019  STATE/COUNTY-  TX/GRIMES
 BM0019  USGS QUAD   -  IOLA (1989)
 BM0019
 BM0019                         *CURRENT SURVEY CONTROL
 BM0019  ___________________________________________________________________
 BM0019* NAD 83(1986)-  30 46 31.     (N)    096 04 29.     (W)     SCALED    
 BM0019* NAVD 88     -       101.30   (+/-2cm)     332.3    (feet)  VERTCON   
 BM0019  ___________________________________________________________________
 BM0019  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BM0019
 BM0019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0019
 BM0019.The horizontal coordinates were scaled from a topographic map and have
 BM0019.an estimated accuracy of +/- 6 seconds.
 BM0019
 BM0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0019.The vertical order pertains to the NGVD 29 superseded value.
 BM0019
 BM0019.The geoid height was determined by GEOID03.
 BM0019
 BM0019;                    North         East    Units  Estimated Accuracy
 BM0019;SPC TX C     - 3,130,700.    1,107,520.      MT  (+/- 180 meters Scaled)
 BM0019
 BM0019                          SUPERSEDED SURVEY CONTROL
 BM0019
 BM0019  NGVD 29 (??/??/92)  101.278  (m)          332.28   (f) ADJ UNCH    2 0
 BM0019
 BM0019.Superseded values are not recommended for survey control.
 BM0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0019.See file dsdata.txt to determine how the superseded data were derived.
 BM0019
 BM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV799083(NAD 83)
 BM0019_MARKER: DB = BENCH MARK DISK
 BM0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0019_SP_SET: FOUNDATION
 BM0019_STAMPING: A-206 1933
 BM0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0019
 BM0019  HISTORY     - Date     Condition        Report By
 BM0019  HISTORY     - 1933     MONUMENTED       CGS
 BM0019  HISTORY     - 1954     GOOD             NGS
 BM0019  HISTORY     - 19940820 GOOD             USPSQD
 BM0019  HISTORY     - 19991102 GOOD             USPSQD
 BM0019
 BM0019                          STATION DESCRIPTION
 BM0019
 BM0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0019'IN IOLA.
 BM0019'ALONG BURLINGTON AND ROCK ISLAND RAILROAD.  AT WATER TOWER ABOUT 300
 BM0019'YARDS WEST OF THE DEPOT, 250 FEET SOUTH OF CENTER OF THE TRACK.  SET
 BM0019'HORIZONTAL IN THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHEAST LEG
 BM0019'OF THE TOWER.
 BM0019
 BM0019                          STATION RECOVERY (1954)
 BM0019
 BM0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0019'RECOVERED IN GOOD CONDITION.
 BM0019
 BM0019                          STATION RECOVERY (1994)
 BM0019
 BM0019'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0019'RECOVERED IN GOOD CONDITION.
 BM0019
 BM0019                          STATION RECOVERY (1999)
 BM0019
 BM0019'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0080 ***********************************************************************
 BM0080  DESIGNATION -  A 207
 BM0080  PID         -  BM0080
 BM0080  STATE/COUNTY-  TX/WALLER
 BM0080  USGS QUAD   -  HOWTH (1979)
 BM0080
 BM0080                         *CURRENT SURVEY CONTROL
 BM0080  ___________________________________________________________________
 BM0080* NAD 83(1986)-  30 08 20.     (N)    096 04 25.     (W)     SCALED    
 BM0080* NAVD 88     -        80.11   (+/-2cm)     262.8    (feet)  VERTCON   
 BM0080  ___________________________________________________________________
 BM0080  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BM0080
 BM0080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0080
 BM0080.The horizontal coordinates were scaled from a topographic map and have
 BM0080.an estimated accuracy of +/- 6 seconds.
 BM0080
 BM0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0080.The vertical order pertains to the NGVD 29 superseded value.
 BM0080
 BM0080.The geoid height was determined by GEOID03.
 BM0080
 BM0080;                    North         East    Units  Estimated Accuracy
 BM0080;SPC TXSC     - 4,259,050.      881,920.      MT  (+/- 180 meters Scaled)
 BM0080
 BM0080                          SUPERSEDED SURVEY CONTROL
 BM0080
 BM0080  NGVD 29 (??/??/92)   80.090  (m)          262.76   (f) ADJ UNCH    2 0
 BM0080
 BM0080.Superseded values are not recommended for survey control.
 BM0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0080.See file dsdata.txt to determine how the superseded data were derived.
 BM0080
 BM0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU819377(NAD 83)
 BM0080_MARKER: DB = BENCH MARK DISK
 BM0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0080_STAMPING: A 207 1933 262.834
 BM0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0080+STABILITY: SURFACE MOTION
 BM0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0080+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 BM0080
 BM0080  HISTORY     - Date     Condition        Report By
 BM0080  HISTORY     - 1933     MONUMENTED       CGS
 BM0080  HISTORY     - 1954     GOOD             NGS
 BM0080  HISTORY     - 19910714 GOOD             USPSQD
 BM0080  HISTORY     - 20050915 GOOD             GEOCAC
 BM0080
 BM0080                          STATION DESCRIPTION
 BM0080
 BM0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0080'1.4 MI S FROM HOWTH.
 BM0080'1.4 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0080'STATION SIGN AT HOWTH, 0.5 MILE NORTH OF MILEPOST 53, 50 FEET
 BM0080'SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 46 FEET EAST OF THE
 BM0080'EAST RAIL, 14 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 3
 BM0080'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0080'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0080
 BM0080                          STATION RECOVERY (1991)
 BM0080
 BM0080'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0080'RECOVERED IN GOOD CONDITION.
 BM0080
 BM0080                          STATION RECOVERY (2005)
 BM0080
 BM0080'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BM0080'MARK IS 2 FEET WEST OF A FENCE AND 1 FOOT WEST OF A CARSONITE WITNESS
 BM0080'POST. LAT/LON BY HANDHELD GPS(NAD83) N30 08 19.5 W096 04 31.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0225 ***********************************************************************
 BM0225  DESIGNATION -  A 208
 BM0225  PID         -  BM0225
 BM0225  STATE/COUNTY-  TX/BURLESON
 BM0225  USGS QUAD   -  LYONS (1989)
 BM0225
 BM0225                         *CURRENT SURVEY CONTROL
 BM0225  ___________________________________________________________________
 BM0225* NAD 83(1986)-  30 26 06.     (N)    096 36 10.     (W)     SCALED    
 BM0225* NAVD 88     -        82.84   (+/-2cm)     271.8    (feet)  VERTCON   
 BM0225  ___________________________________________________________________
 BM0225  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BM0225
 BM0225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0225
 BM0225.The horizontal coordinates were scaled from a topographic map and have
 BM0225.an estimated accuracy of +/- 6 seconds.
 BM0225
 BM0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0225.The vertical order pertains to the NGVD 29 superseded value.
 BM0225
 BM0225.The geoid height was determined by GEOID03.
 BM0225
 BM0225;                    North         East    Units  Estimated Accuracy
 BM0225;SPC TX C     - 3,091,180.    1,058,280.      MT  (+/- 180 meters Scaled)
 BM0225
 BM0225                          SUPERSEDED SURVEY CONTROL
 BM0225
 BM0225  NGVD 29 (??/??/92)   82.797  (m)          271.64   (f) ADJ UNCH    2 0
 BM0225
 BM0225.Superseded values are not recommended for survey control.
 BM0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0225.See file dsdata.txt to determine how the superseded data were derived.
 BM0225
 BM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU302694(NAD 83)
 BM0225_MARKER: DB = BENCH MARK DISK
 BM0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0225_SP_SET: ABUTMENT
 BM0225_STAMPING: A-208 1934
 BM0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0225
 BM0225  HISTORY     - Date     Condition        Report By
 BM0225  HISTORY     - 1934     MONUMENTED       CGS
 BM0225  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0225
 BM0225                          STATION DESCRIPTION
 BM0225
 BM0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0225'2.3 MI SE FROM DAVISON.
 BM0225'2.3 MILES SOUTHEAST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD 125
 BM0225'YARDS SOUTHEAST OF MILE POST 149, SET HORIZONTAL ON TOP OF WEST END OF
 BM0225'CONCRETE ABUTMENT OF RAILROAD BRIDGE 148D.
 BM0225
 BM0225                          STATION RECOVERY (1994)
 BM0225
 BM0225'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0202 ***********************************************************************
 AX0202  DESIGNATION -  A 209
 AX0202  PID         -  AX0202
 AX0202  STATE/COUNTY-  TX/AUSTIN
 AX0202  USGS QUAD   -  BURLEIGH (1981)
 AX0202
 AX0202                         *CURRENT SURVEY CONTROL
 AX0202  ___________________________________________________________________
 AX0202* NAD 83(1986)-  29 55 36.     (N)    096 14 37.     (W)     SCALED    
 AX0202* NAVD 88     -        58.26   (+/-2cm)     191.1    (feet)  VERTCON   
 AX0202  ___________________________________________________________________
 AX0202  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0202
 AX0202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0202
 AX0202.The horizontal coordinates were scaled from a topographic map and have
 AX0202.an estimated accuracy of +/- 6 seconds.
 AX0202
 AX0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0202.The vertical order pertains to the NGVD 29 superseded value.
 AX0202
 AX0202.The geoid height was determined by GEOID03.
 AX0202
 AX0202;                    North         East    Units  Estimated Accuracy
 AX0202;SPC TXSC     - 4,235,140.      866,100.      MT  (+/- 180 meters Scaled)
 AX0202
 AX0202                          SUPERSEDED SURVEY CONTROL
 AX0202
 AX0202  NGVD 29 (??/??/92)   58.233  (m)          191.05   (f) ADJ UNCH    2 0
 AX0202
 AX0202.Superseded values are not recommended for survey control.
 AX0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0202.See file dsdata.txt to determine how the superseded data were derived.
 AX0202
 AX0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU660138(NAD 83)
 AX0202_MARKER: DB = BENCH MARK DISK
 AX0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0202_SP_SET: RETAINING WALL
 AX0202_STAMPING: A 209 1933 191.168
 AX0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0202
 AX0202  HISTORY     - Date     Condition        Report By
 AX0202  HISTORY     - 1933     MONUMENTED       CGS
 AX0202  HISTORY     - 1954     GOOD             NGS
 AX0202
 AX0202                          STATION DESCRIPTION
 AX0202
 AX0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0202'1.6 MI SE FROM BELLVILLE.
 AX0202'1.6 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AX0202'FROM THE STATION AT BELLVILLE, 36 FEET NORTHEAST OF THE NORTHEAST RAIL
 AX0202'OF THE NORTHEAST TRACK, ACROSS THE TRACK FROM MILEPOST 106, 5 FEET
 AX0202'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE
 AX0202'SOUTHEAST STONE RETAINING WALL OF A DOUBLE STONE ARCH CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0214 ***********************************************************************
 EO0214  DESIGNATION -  A 21
 EO0214  PID         -  EO0214
 EO0214  STATE/COUNTY-  TX/PARMER
 EO0214  USGS QUAD   -  PARMERTON (1965)
 EO0214
 EO0214                         *CURRENT SURVEY CONTROL
 EO0214  ___________________________________________________________________
 EO0214* NAD 83(1986)-  34 33 40.     (N)    102 49 52.     (W)     SCALED    
 EO0214* NAVD 88     -      1258.821  (meters)    4129.98   (feet)  ADJUSTED  
 EO0214  ___________________________________________________________________
 EO0214  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 EO0214  DYNAMIC HT  -        1257.189 (meters)    4124.63  (feet)  COMP
 EO0214  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 EO0214
 EO0214  VERT ORDER  -  FIRST     CLASS II
 EO0214
 EO0214.The horizontal coordinates were scaled from a topographic map and have
 EO0214.an estimated accuracy of +/- 6 seconds.
 EO0214
 EO0214.The orthometric height was determined by differential leveling
 EO0214.and adjusted by the National Geodetic Survey in June 1991..
 EO0214
 EO0214.The geoid height was determined by GEOID03.
 EO0214
 EO0214.The dynamic height is computed by dividing the NAVD 88
 EO0214.geopotential number by the normal gravity value computed on the
 EO0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0214.degrees latitude (g = 980.6199 gals.).
 EO0214
 EO0214.The modeled gravity was interpolated from observed gravity values.
 EO0214
 EO0214;                    North         East    Units  Estimated Accuracy
 EO0214;SPC TX N     - 1,063,070.       77,840.      MT  (+/- 180 meters Scaled)
 EO0214
 EO0214                          SUPERSEDED SURVEY CONTROL
 EO0214
 EO0214  NGVD 29 (??/??/92) 1258.252  (m)         4128.12   (f) ADJ UNCH    1 2
 EO0214
 EO0214.Superseded values are not recommended for survey control.
 EO0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0214.See file dsdata.txt to determine how the superseded data were derived.
 EO0214
 EO0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU989265(NAD 83)
 EO0214_MARKER: P = PIPE CAP
 EO0214_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0214_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0214_STAMPING: A 21 1911
 EO0214_MARK LOGO: CGS   
 EO0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0214
 EO0214  HISTORY     - Date     Condition        Report By
 EO0214  HISTORY     - 1911     MONUMENTED       CGS
 EO0214  HISTORY     - 1958     GOOD             NGS
 EO0214  HISTORY     - 1984     GOOD             NGS
 EO0214
 EO0214                          STATION DESCRIPTION
 EO0214
 EO0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0214'4.2 MI NE FROM BOVINA.
 EO0214'ABOUT 4.2 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0214'FROM THE STATION AT BOVINA, 61 FEET SOUTHEAST AND ACROSS THE TRACK
 EO0214'FROM MILE POST 630, 49 FEET SOUTHEAST OF THE NEAR RAIL, 24 FEET
 EO0214'SOUTHWEST OF A TELEPHONE POLE, 27 FEET NORTHWEST OF THE CENTER LINE OF
 EO0214'A DIRT ROAD, 2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET
 EO0214'BELOW THE TRACK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND ON THE
 EO0214'TOP OF AN IRON PIPE PROJECTING 4 INCHES.  NOTE-- A 21 1911 WAS STAMPED
 EO0214'ON THE MARK BY THIS PARTY.  A SMALL HOLE WAS FOUND KNOCKED OUT OF ONE
 EO0214'EDGE OF THE CAP.
 EO0214
 EO0214                          STATION RECOVERY (1984)
 EO0214
 EO0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0214'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.0 KM
 EO0214'(8.1 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0214'RAILROAD FROM THE STATION IN FRIONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0690 ***********************************************************************
 AX0690  DESIGNATION -  A 210
 AX0690  PID         -  AX0690
 AX0690  STATE/COUNTY-  TX/LAVACA
 AX0690  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0690
 AX0690                         *CURRENT SURVEY CONTROL
 AX0690  ___________________________________________________________________
 AX0690* NAD 83(1986)-  29 24 29.     (N)    096 58 17.     (W)     SCALED    
 AX0690* NAVD 88     -        71.58   (+/-2cm)     234.8    (feet)  VERTCON   
 AX0690  ___________________________________________________________________
 AX0690  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0690
 AX0690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0690
 AX0690.The horizontal coordinates were scaled from a topographic map and have
 AX0690.an estimated accuracy of +/- 6 seconds.
 AX0690
 AX0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0690.The vertical order pertains to the NGVD 29 superseded value.
 AX0690
 AX0690.The geoid height was determined by GEOID03.
 AX0690
 AX0690;                    North         East    Units  Estimated Accuracy
 AX0690;SPC TXSC     - 4,176,230.      796,850.      MT  (+/- 180 meters Scaled)
 AX0690
 AX0690                          SUPERSEDED SURVEY CONTROL
 AX0690
 AX0690  NGVD 29 (??/??/92)   71.579  (m)          234.84   (f) ADJ UNCH    2 0
 AX0690
 AX0690.Superseded values are not recommended for survey control.
 AX0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0690.See file dsdata.txt to determine how the superseded data were derived.
 AX0690
 AX0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT968549(NAD 83)
 AX0690_MARKER: DB = BENCH MARK DISK
 AX0690_SETTING: 0 = UNSPECIFIED SETTING
 AX0690_STAMPING: A 210 1934
 AX0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0690
 AX0690  HISTORY     - Date     Condition        Report By
 AX0690  HISTORY     - 1934     MONUMENTED       CGS
 AX0690  HISTORY     - 1943     GOOD             NGS
 AX0690  HISTORY     - 1971     GOOD             NGS
 AX0690  HISTORY     - 1990     GOOD             USPSQD
 AX0690  HISTORY     - 19970607 GOOD             USPSQD
 AX0690
 AX0690                          STATION DESCRIPTION
 AX0690
 AX0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0690'IN HALLETSVILLE.
 AX0690'MARK REACHED FROM U.S. HWY. 90A AND 77 ON WESTERLY EDGE OF
 AX0690'HALLETSVILLE BY GOING SOUTH ON 77-0.75 MI. TO STATE F.M. 318 TURN
 AX0690'RIGHT AND FOLLOW F.M. 318 2.4 MI. TO GRAVEL, FOLLOW LEFT.  TURN LEFT
 AX0690'ON GRAVEL ROAD AND GO 0.7 MI. TO MARK ON LEFT.  IT IS IN SOUTHERLY
 AX0690'CORNER OF A BRUSHY PASTURE AND ADJACENT TO THE RIGHT OF WAY OF THE
 AX0690'ABANDONED S.P. RAILROAD.
 AX0690
 AX0690                          STATION RECOVERY (1971)
 AX0690
 AX0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX0690'RECOVERED IN GOOD CONDITION.
 AX0690
 AX0690                          STATION RECOVERY (1990)
 AX0690
 AX0690'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0690'RECOVERED IN GOOD CONDITION.
 AX0690
 AX0690                          STATION RECOVERY (1997)
 AX0690
 AX0690'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0048 ***********************************************************************
 CB0048  DESIGNATION -  A 212
 CB0048  PID         -  CB0048
 CB0048  STATE/COUNTY-  TX/RUNNELS
 CB0048  USGS QUAD   -  ROWENA (1984)
 CB0048
 CB0048                         *CURRENT SURVEY CONTROL
 CB0048  ___________________________________________________________________
 CB0048* NAD 83(1986)-  31 37 49.     (N)    100 05 04.     (W)     SCALED    
 CB0048* NAVD 88     -       535.330  (meters)    1756.33   (feet)  ADJUSTED  
 CB0048  ___________________________________________________________________
 CB0048  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CB0048  DYNAMIC HT  -         534.616 (meters)    1753.99  (feet)  COMP
 CB0048  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 CB0048
 CB0048  VERT ORDER  -  SECOND    CLASS 0
 CB0048
 CB0048.The horizontal coordinates were scaled from a topographic map and have
 CB0048.an estimated accuracy of +/- 6 seconds.
 CB0048
 CB0048.The orthometric height was determined by differential leveling
 CB0048.and adjusted by the National Geodetic Survey in June 1991..
 CB0048
 CB0048.The geoid height was determined by GEOID03.
 CB0048
 CB0048.The dynamic height is computed by dividing the NAVD 88
 CB0048.geopotential number by the normal gravity value computed on the
 CB0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0048.degrees latitude (g = 980.6199 gals.).
 CB0048
 CB0048.The modeled gravity was interpolated from observed gravity values.
 CB0048
 CB0048;                    North         East    Units  Estimated Accuracy
 CB0048;SPC TX C     - 3,217,710.      723,610.      MT  (+/- 180 meters Scaled)
 CB0048
 CB0048                          SUPERSEDED SURVEY CONTROL
 CB0048
 CB0048  NGVD 29 (??/??/92)  535.207  (m)         1755.92   (f) ADJ UNCH    2 0
 CB0048
 CB0048.Superseded values are not recommended for survey control.
 CB0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0048.See file dsdata.txt to determine how the superseded data were derived.
 CB0048
 CB0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV971999(NAD 83)
 CB0048_MARKER: DB = BENCH MARK DISK
 CB0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0048_STAMPING: 1755.823 A 212 1934
 CB0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0048+STABILITY: SURFACE MOTION
 CB0048
 CB0048  HISTORY     - Date     Condition        Report By
 CB0048  HISTORY     - 1934     MONUMENTED       CGS
 CB0048  HISTORY     - 1940     GOOD             NGS
 CB0048
 CB0048                          STATION DESCRIPTION
 CB0048
 CB0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0048'2.4 MI SW FROM ROWENA.
 CB0048'2.4 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CB0048'ROWENA, RUNNELS COUNTY, 150 FEET SOUTHWEST OF MILEPOST 48, 35 FEET
 CB0048'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 13 FEET NORTHWEST OF THE
 CB0048'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1755.823 A 212 1934 AND
 CB0048'SET IN THE TOP OF A CONCRETE POST.
 CB0048
 CB0048                          STATION RECOVERY (1940)
 CB0048
 CB0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0055 ***********************************************************************
 AX0055  DESIGNATION -  A 212
 AX0055  PID         -  AX0055
 AX0055  STATE/COUNTY-  TX/AUSTIN
 AX0055  USGS QUAD   -  SEALY (1981)
 AX0055
 AX0055                         *CURRENT SURVEY CONTROL
 AX0055  ___________________________________________________________________
 AX0055* NAD 83(1986)-  29 45 32.     (N)    096 08 57.     (W)     SCALED    
 AX0055* NAVD 88     -        49.98   (+/-2cm)     164.0    (feet)  VERTCON   
 AX0055  ___________________________________________________________________
 AX0055  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0055
 AX0055  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX0055
 AX0055.The horizontal coordinates were scaled from a topographic map and have
 AX0055.an estimated accuracy of +/- 6 seconds.
 AX0055
 AX0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0055.The vertical order pertains to the NGVD 29 superseded value.
 AX0055
 AX0055.The geoid height was determined by GEOID03.
 AX0055
 AX0055;                    North         East    Units  Estimated Accuracy
 AX0055;SPC TXSC     - 4,216,760.      875,670.      MT  (+/- 180 meters Scaled)
 AX0055
 AX0055                          SUPERSEDED SURVEY CONTROL
 AX0055
 AX0055  NGVD 29 (??/??/92)   49.959  (m)          163.91   (f) ADJ UNCH    1 2
 AX0055
 AX0055.Superseded values are not recommended for survey control.
 AX0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0055.See file dsdata.txt to determine how the superseded data were derived.
 AX0055
 AX0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT756954(NAD 83)
 AX0055_MARKER: DB = BENCH MARK DISK
 AX0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0055_STAMPING: 163.884 A 212 1934
 AX0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0055+STABILITY: SURFACE MOTION
 AX0055
 AX0055  HISTORY     - Date     Condition        Report By
 AX0055  HISTORY     - 1934     MONUMENTED       CGS
 AX0055  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0055  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0055  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 AX0055
 AX0055                          STATION DESCRIPTION
 AX0055
 AX0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0055'1.7 MI S FROM SEALY.
 AX0055'ABOUT 1.7 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 AX0055'FROM THE STATION AT SEALY, AUSTIN COUNTY, ABOUT 0.15 MILE SOUTH OF
 AX0055'MILE POLE 93, ABOUT 750 FEET NORTH OF THE MAGNOLIA PIPE-LINE STATION,
 AX0055'AT A DIRT-ROAD CROSSING, 34.5 FEET WEST OF THE WEST RAIL, 18 FEET
 AX0055'SOUTH OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTHEAST OF A FENCE
 AX0055'CORNER, 3.6 FEET SOUTH OF THE FENCE, 3 FEET NORTH OF A WHITE WOODEN
 AX0055'WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 AX0055'STAMPED 163.884 A 212 1934 AND SET IN THE TOP OF A CONCRETE POST
 AX0055'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AX0055
 AX0055                          STATION RECOVERY (1991)
 AX0055
 AX0055'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0055'MARK NOT FOUND.
 AX0055
 AX0055                          STATION RECOVERY (1999)
 AX0055
 AX0055'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0055'MARK NOT FOUND.
 AX0055
 AX0055                          STATION RECOVERY (2004)
 AX0055
 AX0055'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0370 ***********************************************************************
 AX0370  DESIGNATION -  A 213
 AX0370  PID         -  AX0370
 AX0370  STATE/COUNTY-  TX/WHARTON
 AX0370  USGS QUAD   -  EGYPT (1980)
 AX0370
 AX0370                         *CURRENT SURVEY CONTROL
 AX0370  ___________________________________________________________________
 AX0370* NAD 83(1986)-  29 23 43.     (N)    096 13 54.     (W)     SCALED    
 AX0370* NAVD 88     -        35.98   (+/-2cm)     118.0    (feet)  VERTCON   
 AX0370  ___________________________________________________________________
 AX0370  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0370
 AX0370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0370
 AX0370.The horizontal coordinates were scaled from a topographic map and have
 AX0370.an estimated accuracy of +/- 6 seconds.
 AX0370
 AX0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0370.The vertical order pertains to the NGVD 29 superseded value.
 AX0370
 AX0370.The geoid height was determined by GEOID03.
 AX0370
 AX0370;                    North         East    Units  Estimated Accuracy
 AX0370;SPC TXSC     - 4,176,280.      868,650.      MT  (+/- 180 meters Scaled)
 AX0370
 AX0370                          SUPERSEDED SURVEY CONTROL
 AX0370
 AX0370  NGVD 29 (??/??/92)   35.977  (m)          118.03   (f) ADJ UNCH    2 0
 AX0370
 AX0370.Superseded values are not recommended for survey control.
 AX0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0370.See file dsdata.txt to determine how the superseded data were derived.
 AX0370
 AX0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT686549(NAD 83)
 AX0370_MARKER: DB = BENCH MARK DISK
 AX0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0370_STAMPING: A-213 1934
 AX0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0370+STABILITY: SURFACE MOTION
 AX0370
 AX0370  HISTORY     - Date     Condition        Report By
 AX0370  HISTORY     - 1934     MONUMENTED       CGS
 AX0370  HISTORY     - 1943     GOOD             CGS
 AX0370
 AX0370                          STATION DESCRIPTION
 AX0370
 AX0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0370'0.5 MI SE FROM EGYPT.
 AX0370'0.5 MILES SOUTHWEST OF, ALONG GULF COLORADO AND SANTA FE RAILROAD. IN
 AX0370'SOUTHWEST CORNER OF ROAD CROSSING, 45 FEET WEST OF TRACK CENTER.
 AX0370
 AX0370                          STATION RECOVERY (1943)
 AX0370
 AX0370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0370'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT
 AX0370'EGYPT, PROCEED 0.5 MILE SOUTHEASTERLY ALONG THE TRACK TO A DIRT GRADE
 AX0370'CROSSING AND SITE OF BENCH MARK. BENCH MARK IS 0.1 MILE NORTHWEST OF
 AX0370'MILE POST NO. 33. IT IS 48.0 FEET SOUTH- WEST OF AND ABOUT 1.0 FOOT
 AX0370'BELOW THE CENTERLINE OF THE TRACK, 26.5 FEET SOUTHEAST OF THE
 AX0370'CENTERLINE OF A DIRT GRADE CROSSING, 14.0 FEET SOUTH OF TELEPHONE
 AX0370'POLE NO. E 60, 2.7 FEET NORTH OF A GUY LINE ANCHOR CABLE. MONUMENT IS
 AX0370'1.8 FOOT SOUTHEAST OF A 4 X 4 INCH WHITE WOODEN MARKER POST AND
 AX0370'PROJECTS 0.1 FOOT ABOVE THE GROUND. THE DIRECTIONS ON THE OLD
 AX0370'DESCRIPTION ARE ALL MIXED UP. A DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1344 ***********************************************************************
 AY1344  DESIGNATION -  A 214
 AY1344  PID         -  AY1344
 AY1344  STATE/COUNTY-  TX/UVALDE
 AY1344  USGS QUAD   -  CONCAN (1960)
 AY1344
 AY1344                         *CURRENT SURVEY CONTROL
 AY1344  ___________________________________________________________________
 AY1344* NAD 83(1986)-  29 27 38.     (N)    099 40 11.     (W)     SCALED    
 AY1344* NAVD 88     -       368.124  (meters)    1207.75   (feet)  POSTED    
 AY1344  ___________________________________________________________________
 AY1344  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AY1344  DYNAMIC HT  -         367.580 (meters)    1205.97  (feet)  COMP
 AY1344  MODELED GRAV-     979,159.4   (mgal)                       NAVD 88
 AY1344
 AY1344  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1344
 AY1344.The horizontal coordinates were scaled from a topographic map and have
 AY1344.an estimated accuracy of +/- 6 seconds.
 AY1344
 AY1344.The orthometric height was determined by differential leveling
 AY1344.and adjusted by the National Geodetic Survey in 1992..
 AY1344.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1344.rate of 1.1 thru 2.0 mm/km.
 AY1344
 AY1344.The geoid height was determined by GEOID03.
 AY1344
 AY1344.The dynamic height is computed by dividing the NAVD 88
 AY1344.geopotential number by the normal gravity value computed on the
 AY1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1344.degrees latitude (g = 980.6199 gals.).
 AY1344
 AY1344.The modeled gravity was interpolated from observed gravity values.
 AY1344
 AY1344;                    North         East    Units  Estimated Accuracy
 AY1344;SPC TXSC     - 4,180,530.      535,040.      MT  (+/- 180 meters Scaled)
 AY1344
 AY1344                          SUPERSEDED SURVEY CONTROL
 AY1344
 AY1344  NGVD 29 (??/??/92)  368.037  (m)         1207.47   (f) ADJ UNCH    2 0
 AY1344
 AY1344.Superseded values are not recommended for survey control.
 AY1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1344.See file dsdata.txt to determine how the superseded data were derived.
 AY1344
 AY1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT350592(NAD 83)
 AY1344_MARKER: DB = BENCH MARK DISK
 AY1344_SETTING: 66 = SET IN ROCK OUTCROP
 AY1344_SP_SET: OUTCROP
 AY1344_STAMPING: A 214 1934
 AY1344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1344+STABILITY: POSITION/ELEVATION WELL
 AY1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1344+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 AY1344
 AY1344  HISTORY     - Date     Condition        Report By
 AY1344  HISTORY     - 1934     MONUMENTED       CGS
 AY1344  HISTORY     - 1953     GOOD             NGS
 AY1344  HISTORY     - 20040729 GOOD             USPSQD
 AY1344
 AY1344                          STATION DESCRIPTION
 AY1344
 AY1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1344'4.35 MI SE FROM CONCAN.
 AY1344'4.35 MILES SOUTHEAST ALONG STATE HIGHWAY 127 FROM ITS JUNCTION WITH
 AY1344'U.S. HIGHWAY 83 AT CONCAN, IN A SMALL CLEARING, 80 FEET SOUTHWEST OF
 AY1344'THE CENTER LINE OF THE HIGHWAY, 32.7 FEET SOUTHWEST OF A FENCE, 7.4
 AY1344'FEET WEST OF A WITNESS POST, 4.8 FEET SOUTHWEST OF A ROW OF POWER
 AY1344'POLES, 78 FEET NORTHWEST OF A POWER POLE, 0.1 FOOT ABOVE THE GROUND,
 AY1344'SET IN THE TOP OF A LIMESTONE OUTCROP.
 AY1344
 AY1344                          STATION RECOVERY (2004)
 AY1344
 AY1344'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0240 ***********************************************************************
 AO0240  DESIGNATION -  A 216
 AO0240  PID         -  AO0240
 AO0240  STATE/COUNTY-  TX/DIMMIT
 AO0240  USGS QUAD   -  LAS VEGAS (1974)
 AO0240
 AO0240                         *CURRENT SURVEY CONTROL
 AO0240  ___________________________________________________________________
 AO0240* NAD 83(1993)-  28 32 53.22498(N)    099 29 22.85884(W)     ADJUSTED  
 AO0240* NAVD 88     -       170.026  (meters)     557.83   (feet)  ADJUSTED  
 AO0240  ___________________________________________________________________
 AO0240  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AO0240  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AO0240  DYNAMIC HT  -         169.772 (meters)     556.99  (feet)  COMP
 AO0240  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 AO0240
 AO0240  HORZ ORDER  -  SECOND
 AO0240  VERT ORDER  -  SECOND    CLASS 0
 AO0240
 AO0240.The horizontal coordinates were established by classical geodetic methods
 AO0240.and adjusted by the National Geodetic Survey in February 1996..
 AO0240
 AO0240.The orthometric height was determined by differential leveling
 AO0240.and adjusted by the National Geodetic Survey in June 1991..
 AO0240
 AO0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0240
 AO0240.The geoid height was determined by GEOID03.
 AO0240
 AO0240.The dynamic height is computed by dividing the NAVD 88
 AO0240.geopotential number by the normal gravity value computed on the
 AO0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0240.degrees latitude (g = 980.6199 gals.).
 AO0240
 AO0240.The modeled gravity was interpolated from observed gravity values.
 AO0240
 AO0240;                    North         East     Units Scale Factor Converg.
 AO0240;SPC TXSC     - 4,079,319.903   552,081.994   MT  0.99995678   -0 14 23.6
 AO0240;SPC TXSC     -13,383,568.72  1,811,289.01   sFT  0.99995678   -0 14 23.6
 AO0240;UTM  14      - 3,158,020.472   452,098.632   MT  0.99962832   -0 14 02.5
 AO0240
 AO0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0240!SPC TXSC     -   0.99997711  x   0.99995678  =   0.99993389
 AO0240!UTM  14      -   0.99997711  x   0.99962832  =   0.99960544
 AO0240
 AO0240                          SUPERSEDED SURVEY CONTROL
 AO0240
 AO0240  NAD 83(1986)-  28 32 53.22293(N)    099 29 22.83677(W) AD(       ) 2
 AO0240  NAD 27      -  28 32 52.28481(N)    099 29 21.68464(W) AD(       ) 2
 AO0240  NGVD 29 (??/??/92)  169.938  (m)          557.54   (f) ADJ UNCH    2 0
 AO0240
 AO0240.Superseded values are not recommended for survey control.
 AO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0240.See file dsdata.txt to determine how the superseded data were derived.
 AO0240
 AO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS5209958020(NAD 83)
 AO0240_MARKER: DB = BENCH MARK DISK
 AO0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0240_SP_SET: MONUMENT
 AO0240_STAMPING: A-216 1934
 AO0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0240
 AO0240  HISTORY     - Date     Condition        Report By
 AO0240  HISTORY     - 1934     MONUMENTED       CGS
 AO0240  HISTORY     - 1971     GOOD             NGS
 AO0240  HISTORY     - 1971     GOOD             NGS
 AO0240
 AO0240                          STATION DESCRIPTION
 AO0240
 AO0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0240'4.9 MI SE FROM BIG WELLS.
 AO0240'4.9 MILES SE OF, AND ALONG THE MISSOURI PACIFIC RR ACROSS THE TRACK
 AO0240'FROM MILE POST A-122.  42 FT. N OF PUBLIC ROAD.  29 FT. S OF
 AO0240'CENTER-LINE OF TRACK AND 4 FT. S OF LINE OF POLES ON S SIDE OF TRACK.
 AO0240
 AO0240                          STATION RECOVERY (1971)
 AO0240
 AO0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0240'THE STATION IS ABOUT 7-1/2 MILES NORTH AND 14 MILES WEST OF COTULLA,
 AO0240'5-1/2 MILES EAST AND 2 MILES SOUTH OF BIG WELLS, ON THE NORTH
 AO0240'RIGHT-OF-WAY OF FARM ROAD 468, BETWEEN THE ROAD AND RAILROAD
 AO0240'TRACKS.
 AO0240'
 AO0240'TO REACH THE STATION FROM THE POST OFFICE IN BIG WELLS, GO EAST ON
 AO0240'STATE HIGHWAY 85 FOR 3.0 MILES TO THE JUNCTION WITH FARM ROAD 468 ON
 AO0240'THE RIGHT.  TURN RIGHT AND GO SOUTH ON FARM ROAD 468 FOR 1.45 MILES
 AO0240'TO WHERE FARM ROAD 468 TURNS LEFT AND FARM ROAD 1019 CONTINUES
 AO0240'AHEAD.  TURN LEFT AND GO EAST ON FARM ROAD 468 FOR 1.75 MILES TO THE
 AO0240'STATION.
 AO0240'
 AO0240'BENCH MARK A 216 IS A STANDARD DISK, STAMPED A 216 1934, SET IN THE
 AO0240'TOP OF A 8-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 AO0240'THE GROUND.  IT IS 81.0 FEET NORTH OF THE CENTER OF FARM ROAD 468,
 AO0240'30.8 FEET NORTH OF THE WITNESS POST, 26.5 FEET SOUTH OF THE SOUTH
 AO0240'RAIL OF THE RAILROAD TRACK.
 AO0240
 AO0240                          STATION RECOVERY (1971)
 AO0240
 AO0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AO0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0054 ***********************************************************************
 BO0054  DESIGNATION -  A 218
 BO0054  PID         -  BO0054
 BO0054  STATE/COUNTY-  TX/VAL VERDE
 BO0054  USGS QUAD   -  FOUR MILLS (1973)
 BO0054
 BO0054                         *CURRENT SURVEY CONTROL
 BO0054  ___________________________________________________________________
 BO0054* NAD 83(1986)-  30 00 22.     (N)    100 44 36.     (W)     SCALED    
 BO0054* NAVD 88     -       535.705  (meters)    1757.56   (feet)  ADJUSTED  
 BO0054  ___________________________________________________________________
 BO0054  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BO0054  DYNAMIC HT  -         534.917 (meters)    1754.97  (feet)  COMP
 BO0054  MODELED GRAV-     979,155.6   (mgal)                       NAVD 88
 BO0054
 BO0054  VERT ORDER  -  SECOND    CLASS 0
 BO0054
 BO0054.The horizontal coordinates were scaled from a topographic map and have
 BO0054.an estimated accuracy of +/- 6 seconds.
 BO0054
 BO0054.The orthometric height was determined by differential leveling
 BO0054.and adjusted by the National Geodetic Survey in June 1991..
 BO0054
 BO0054.The geoid height was determined by GEOID03.
 BO0054
 BO0054.The dynamic height is computed by dividing the NAVD 88
 BO0054.geopotential number by the normal gravity value computed on the
 BO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0054.degrees latitude (g = 980.6199 gals.).
 BO0054
 BO0054.The modeled gravity was interpolated from observed gravity values.
 BO0054
 BO0054;                    North         East    Units  Estimated Accuracy
 BO0054;SPC TXSC     - 4,242,060.      431,820.      MT  (+/- 180 meters Scaled)
 BO0054
 BO0054                          SUPERSEDED SURVEY CONTROL
 BO0054
 BO0054  NGVD 29 (??/??/92)  535.604  (m)         1757.23   (f) ADJ UNCH    2 0
 BO0054
 BO0054.Superseded values are not recommended for survey control.
 BO0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0054.See file dsdata.txt to determine how the superseded data were derived.
 BO0054
 BO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU318207(NAD 83)
 BO0054_MARKER: DB = BENCH MARK DISK
 BO0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0054_STAMPING: 1757.227 A 218 1934
 BO0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0054+STABILITY: SURFACE MOTION
 BO0054
 BO0054  HISTORY     - Date     Condition        Report By
 BO0054  HISTORY     - 1934     MONUMENTED       CGS
 BO0054  HISTORY     - 1958     MARK NOT FOUND   NGS
 BO0054
 BO0054                          STATION DESCRIPTION
 BO0054
 BO0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0054'4.1 MI N FROM VINEGARONE.
 BO0054'4.1 MILES NORTH ALONG U.S. HIGHWAY 277 FROM VINEGARONE, ABOUT MIDWAY
 BO0054'BETWEEN TWO HIGHWAY CURVES, 34 FEET EAST OF THE CENTERLINE OF THE
 BO0054'HIGHWAY, AND 6 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 BO0054'STAMPED 1757.227 A 218 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BO0054'NOTE-- THE BRUSH AND UNDERGROWTH IN THE AREA IS VERY THICK AND THE
 BO0054'HIGHWAY HAS BEEN MOVED ABOUT 0.4 MILE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1453 ***********************************************************************
 AY1453  DESIGNATION -  A 219
 AY1453  PID         -  AY1453
 AY1453  STATE/COUNTY-  TX/KERR
 AY1453  USGS QUAD   -  WELL HOLLOW (1964)
 AY1453
 AY1453                         *CURRENT SURVEY CONTROL
 AY1453  ___________________________________________________________________
 AY1453* NAD 83(1986)-  29 57 42.     (N)    099 34 03.     (W)     SCALED    
 AY1453* NAVD 88     -       712.514  (meters)    2337.64   (feet)  ADJUSTED  
 AY1453  ___________________________________________________________________
 AY1453  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 AY1453  DYNAMIC HT  -         711.464 (meters)    2334.19  (feet)  COMP
 AY1453  MODELED GRAV-     979,144.2   (mgal)                       NAVD 88
 AY1453
 AY1453  VERT ORDER  -  SECOND    CLASS 0
 AY1453
 AY1453.The horizontal coordinates were scaled from a topographic map and have
 AY1453.an estimated accuracy of +/- 6 seconds.
 AY1453
 AY1453.The orthometric height was determined by differential leveling
 AY1453.and adjusted by the National Geodetic Survey in June 1991..
 AY1453
 AY1453.The geoid height was determined by GEOID03.
 AY1453
 AY1453.The dynamic height is computed by dividing the NAVD 88
 AY1453.geopotential number by the normal gravity value computed on the
 AY1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1453.degrees latitude (g = 980.6199 gals.).
 AY1453
 AY1453.The modeled gravity was interpolated from observed gravity values.
 AY1453
 AY1453;                    North         East    Units  Estimated Accuracy
 AY1453;SPC TXSC     - 4,236,010.      545,230.      MT  (+/- 180 meters Scaled)
 AY1453
 AY1453                          SUPERSEDED SURVEY CONTROL
 AY1453
 AY1453  NGVD 29 (??/??/92)  712.414  (m)         2337.31   (f) ADJ UNCH    2 0
 AY1453
 AY1453.Superseded values are not recommended for survey control.
 AY1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1453.See file dsdata.txt to determine how the superseded data were derived.
 AY1453
 AY1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU452146(NAD 83)
 AY1453_MARKER: DB = BENCH MARK DISK
 AY1453_SETTING: 66 = SET IN ROCK OUTCROP
 AY1453_SP_SET: ROCK OUTCROP
 AY1453_STAMPING: A 219 1934
 AY1453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1453+STABILITY: POSITION/ELEVATION WELL
 AY1453
 AY1453  HISTORY     - Date     Condition        Report By
 AY1453  HISTORY     - 1934     MONUMENTED       CGS
 AY1453  HISTORY     - 1953     GOOD             NGS
 AY1453
 AY1453                          STATION DESCRIPTION
 AY1453
 AY1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1453'21.2 MI SW FROM HUNT.
 AY1453'21.2 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 AY1453'HUNT, 2.0 MILES WEST OF THE E.M. PETERS RANCH, 0.1 MILE WEST OF THE
 AY1453'TOP OF A HILL, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10
 AY1453'FEET NORTH OF A FENCE, 9.5 FEET NORTH OF A WITNESS POST, FLUSH WITH
 AY1453'THE GROUND, SET IN THE TOP OF A FLAT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0511 ***********************************************************************
 CC0511  DESIGNATION -  A 22
 CC0511  PID         -  CC0511
 CC0511  STATE/COUNTY-  TX/REEVES
 CC0511  USGS QUAD   -  MENTONE (1981)
 CC0511
 CC0511                         *CURRENT SURVEY CONTROL
 CC0511  ___________________________________________________________________
 CC0511* NAD 83(1986)-  31 38 07.     (N)    103 35 03.     (W)     SCALED    
 CC0511* NAVD 88     -       811.254  (meters)    2661.59   (feet)  POSTED    
 CC0511  ___________________________________________________________________
 CC0511  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CC0511  DYNAMIC HT  -         810.060 (meters)    2657.67  (feet)  COMP
 CC0511  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 CC0511
 CC0511  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CC0511
 CC0511.The horizontal coordinates were scaled from a topographic map and have
 CC0511.an estimated accuracy of +/- 6 seconds.
 CC0511
 CC0511.The orthometric height was determined by differential leveling
 CC0511.and adjusted by the National Geodetic Survey in 1992..
 CC0511.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CC0511.rate of 3.1 thru 4.0 mm/km.
 CC0511
 CC0511.The geoid height was determined by GEOID03.
 CC0511
 CC0511.The dynamic height is computed by dividing the NAVD 88
 CC0511.geopotential number by the normal gravity value computed on the
 CC0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0511.degrees latitude (g = 980.6199 gals.).
 CC0511
 CC0511.The modeled gravity was interpolated from observed gravity values.
 CC0511
 CC0511;                    North         East    Units  Estimated Accuracy
 CC0511;SPC TX C     - 3,222,740.      391,670.      MT  (+/- 180 meters Scaled)
 CC0511
 CC0511                          SUPERSEDED SURVEY CONTROL
 CC0511
 CC0511  NGVD 29 (??/??/92)  810.867  (m)         2660.32   (f) ADJ UNCH    1 2
 CC0511
 CC0511.Superseded values are not recommended for survey control.
 CC0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0511.See file dsdata.txt to determine how the superseded data were derived.
 CC0511
 CC0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR342008(NAD 83)
 CC0511_MARKER: Q = CHISELED SQUARE
 CC0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0511_SP_SET: SECTION RIAL
 CC0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0511
 CC0511  HISTORY     - Date     Condition        Report By
 CC0511  HISTORY     - UNK      MONUMENTED       CGS
 CC0511  HISTORY     - 1956     GOOD             NGS
 CC0511  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0511
 CC0511                          STATION DESCRIPTION
 CC0511
 CC0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0511'16.5 MI N FROM PECOS.
 CC0511'16.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0511'STATION AT PECOS, 11 FEET SOUTH OF THE SOUTH RAIL, 59 FEET NORTH OF
 CC0511'THE CENTER LINE OF A GRAVELED ROAD, 51.9 FEET WEST OF MILEPOST 255,
 CC0511'1.0 MILE SOUTHEAST OF BENCH MARK N 1067, ON THE TOP OF A VERTICAL
 CC0511'SECTION OF RAIL WHICH WAS FORMERLY MILEPOST 255.
 CC0511
 CC0511                          STATION RECOVERY (1981)
 CC0511
 CC0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0511'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS
 CC0511'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1090 ***********************************************************************
 AY1090  DESIGNATION -  A 220
 AY1090  PID         -  AY1090
 AY1090  STATE/COUNTY-  TX/KERR
 AY1090  USGS QUAD   -  COMFORT (1982)
 AY1090
 AY1090                         *CURRENT SURVEY CONTROL
 AY1090  ___________________________________________________________________
 AY1090* NAD 83(1986)-  29 56 34.     (N)    098 59 40.     (W)     SCALED    
 AY1090* NAVD 88     -       450.546  (meters)    1478.17   (feet)  ADJUSTED  
 AY1090  ___________________________________________________________________
 AY1090  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AY1090  DYNAMIC HT  -         449.901 (meters)    1476.05  (feet)  COMP
 AY1090  MODELED GRAV-     979,198.1   (mgal)                       NAVD 88
 AY1090
 AY1090  VERT ORDER  -  SECOND    CLASS 0
 AY1090
 AY1090.The horizontal coordinates were scaled from a topographic map and have
 AY1090.an estimated accuracy of +/- 6 seconds.
 AY1090
 AY1090.The orthometric height was determined by differential leveling
 AY1090.and adjusted by the National Geodetic Survey in June 1991..
 AY1090
 AY1090.The geoid height was determined by GEOID03.
 AY1090
 AY1090.The dynamic height is computed by dividing the NAVD 88
 AY1090.geopotential number by the normal gravity value computed on the
 AY1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1090.degrees latitude (g = 980.6199 gals.).
 AY1090
 AY1090.The modeled gravity was interpolated from observed gravity values.
 AY1090
 AY1090;                    North         East    Units  Estimated Accuracy
 AY1090;SPC TXSC     - 4,233,790.      600,540.      MT  (+/- 180 meters Scaled)
 AY1090
 AY1090                          SUPERSEDED SURVEY CONTROL
 AY1090
 AY1090  NGVD 29 (??/??/92)  450.478  (m)         1477.94   (f) ADJ UNCH    2 0
 AY1090
 AY1090.Superseded values are not recommended for survey control.
 AY1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1090.See file dsdata.txt to determine how the superseded data were derived.
 AY1090
 AY1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU005124(NAD 83)
 AY1090_MARKER: DB = BENCH MARK DISK
 AY1090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1090_SP_SET: BRIDGE
 AY1090_STAMPING: A 220 1934
 AY1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1090
 AY1090  HISTORY     - Date     Condition        Report By
 AY1090  HISTORY     - 1934     MONUMENTED       CGS
 AY1090  HISTORY     - 1953     GOOD             NGS
 AY1090  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1090
 AY1090                          STATION DESCRIPTION
 AY1090
 AY1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1090'2.85 MI NE FROM CENTER POINT.
 AY1090'2.85 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1090'STATION AT CENTER POINT, 113 FEET SOUTH OF THE EAST END OF TRESTLE
 AY1090'295.74, 16 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 27, SET IN
 AY1090'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE HIGHWAY
 AY1090'BRIDGE.
 AY1090
 AY1090                          STATION RECOVERY (2005)
 AY1090
 AY1090'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1091 ***********************************************************************
 AY1091  DESIGNATION -  A 220 RESET 1953
 AY1091  PID         -  AY1091
 AY1091  STATE/COUNTY-  TX/KERR
 AY1091  USGS QUAD   -  COMFORT (1982)
 AY1091
 AY1091                         *CURRENT SURVEY CONTROL
 AY1091  ___________________________________________________________________
 AY1091* NAD 83(1986)-  29 56 34.     (N)    098 59 39.     (W)     SCALED    
 AY1091* NAVD 88     -       450.57   (meters)    1478.2    (feet)  RESET     
 AY1091  ___________________________________________________________________
 AY1091  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AY1091
 AY1091  VERT ORDER  -  THIRD
 AY1091
 AY1091.The horizontal coordinates were scaled from a topographic map and have
 AY1091.an estimated accuracy of +/- 6 seconds.
 AY1091
 AY1091.The orthometric height was computed from unverified reset data.
 AY1091
 AY1091.The geoid height was determined by GEOID03.
 AY1091
 AY1091;                    North         East    Units  Estimated Accuracy
 AY1091;SPC TXSC     - 4,233,790.      600,560.      MT  (+/- 180 meters Scaled)
 AY1091
 AY1091                          SUPERSEDED SURVEY CONTROL
 AY1091
 AY1091  NGVD 29 (01/29/03)  450.51   (m)         1478.0    (f) RESET       3  
 AY1091
 AY1091.Superseded values are not recommended for survey control.
 AY1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1091.See file dsdata.txt to determine how the superseded data were derived.
 AY1091
 AY1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU005124(NAD 83)
 AY1091_MARKER: DB = BENCH MARK DISK
 AY1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1091_SP_SET: BRIDGE ABUTMENT
 AY1091_STAMPING: A 220 RESET 1953
 AY1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1091
 AY1091  HISTORY     - Date     Condition        Report By
 AY1091  HISTORY     - 1953     MONUMENTED       TXHD
 AY1091  HISTORY     - 20050521 GOOD             USPSQD
 AY1091
 AY1091                          STATION DESCRIPTION
 AY1091
 AY1091'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AY1091'3.3 MI SE FROM CENTER POINT.
 AY1091'3.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AY1091'CENTER POINT, KERR COUNTY, 130 YARDS SOUTHWEST OF THE TRACK, AT
 AY1091'CONCRETE BRIDGE S 355 T 50 ON STATE HIGHWAY 27, IN THE TOP OF THE WEST
 AY1091'END OF THE SOUTH ABUTMENT, AND NEAR THE PAINTED LETTERS USBM.  A
 AY1091'STANDARD DISK, STAMPED A 220 RESET 1953.
 AY1091
 AY1091                          STATION RECOVERY (2005)
 AY1091
 AY1091'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1091'STATION DESCRIPTION INACCURATELY SAYS TOP OF THE WEST END OF THE SOUTH
 AY1091'ABUTMENT..., BUT SHOULD SAY EAST END
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0357 ***********************************************************************
 BN0357  DESIGNATION -  A 221
 BN0357  PID         -  BN0357
 BN0357  STATE/COUNTY-  TX/REAL
 BN0357  USGS QUAD   -  EARWOOD CREEK SW (1987)
 BN0357
 BN0357                         *CURRENT SURVEY CONTROL
 BN0357  ___________________________________________________________________
 BN0357* NAD 83(1986)-  30 03 03.     (N)    099 54 02.     (W)     SCALED    
 BN0357* NAVD 88     -       716.355  (meters)    2350.24   (feet)  ADJUSTED  
 BN0357  ___________________________________________________________________
 BN0357  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BN0357  DYNAMIC HT  -         715.290 (meters)    2346.75  (feet)  COMP
 BN0357  MODELED GRAV-     979,132.1   (mgal)                       NAVD 88
 BN0357
 BN0357  VERT ORDER  -  SECOND    CLASS 0
 BN0357
 BN0357.The horizontal coordinates were scaled from a topographic map and have
 BN0357.an estimated accuracy of +/- 6 seconds.
 BN0357
 BN0357.The orthometric height was determined by differential leveling
 BN0357.and adjusted by the National Geodetic Survey in June 1991..
 BN0357
 BN0357.The geoid height was determined by GEOID03.
 BN0357
 BN0357.The dynamic height is computed by dividing the NAVD 88
 BN0357.geopotential number by the normal gravity value computed on the
 BN0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0357.degrees latitude (g = 980.6199 gals.).
 BN0357
 BN0357.The modeled gravity was interpolated from observed gravity values.
 BN0357
 BN0357;                    North         East    Units  Estimated Accuracy
 BN0357;SPC TXSC     - 4,246,100.      513,160.      MT  (+/- 180 meters Scaled)
 BN0357
 BN0357                          SUPERSEDED SURVEY CONTROL
 BN0357
 BN0357  NGVD 29 (??/??/92)  716.277  (m)         2349.99   (f) ADJ UNCH    2 0
 BN0357
 BN0357.Superseded values are not recommended for survey control.
 BN0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0357.See file dsdata.txt to determine how the superseded data were derived.
 BN0357
 BN0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU131247(NAD 83)
 BN0357_MARKER: DB = BENCH MARK DISK
 BN0357_SETTING: 66 = SET IN ROCK OUTCROP
 BN0357_SP_SET: ROCK OUTCROP
 BN0357_STAMPING: A-221 1934
 BN0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0357+STABILITY: POSITION/ELEVATION WELL
 BN0357
 BN0357  HISTORY     - Date     Condition        Report By
 BN0357  HISTORY     - 1934     MONUMENTED       CGS
 BN0357  HISTORY     - 1971     GOOD             USGS
 BN0357  HISTORY     - 20010801 GOOD             NGS
 BN0357
 BN0357                          STATION DESCRIPTION
 BN0357
 BN0357'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BN0357'22.1 MI NE FROM ROCKSPRINGS.
 BN0357'FROM THE JUNCTION OF HIGHWAYS U.S. 377 AND TEX. 55 AT EAST EDGE OF
 BN0357'ROCKSPRINGS PROCEED NORTH ALONG U.S. 377-7.9 MI. TO JUNCTION OF U.S.
 BN0357'377 AND TEX. 41, THENCE EAST ALONG TEX. 41 FOR 14.2 MI. TO BM ON
 BN0357'RIGHT.  BM IS 1100 FT. NORTHWEST OF A TRACK ROAD SOUTHWEST, 97 FT.
 BN0357'SOUTHWEST OF CENTERLINE OF HIGHWAY IN A V OF TREES, A STANDARD CAP SET
 BN0357'IN A FLAT ROCK OUTCROP.
 BN0357
 BN0357                          STATION RECOVERY (2001)
 BN0357
 BN0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BN0357'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0135 ***********************************************************************
 BO0135  DESIGNATION -  A 222
 BO0135  PID         -  BO0135
 BO0135  STATE/COUNTY-  TX/SUTTON
 BO0135  USGS QUAD   -  SONORA NW (1982)
 BO0135
 BO0135                         *CURRENT SURVEY CONTROL
 BO0135  ___________________________________________________________________
 BO0135* NAD 83(1986)-  30 38 52.     (N)    100 38 51.     (W)     SCALED    
 BO0135* NAVD 88     -       678.063  (meters)    2224.61   (feet)  ADJUSTED  
 BO0135  ___________________________________________________________________
 BO0135  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BO0135  DYNAMIC HT  -         677.071 (meters)    2221.36  (feet)  COMP
 BO0135  MODELED GRAV-     979,156.6   (mgal)                       NAVD 88
 BO0135
 BO0135  VERT ORDER  -  SECOND    CLASS 0
 BO0135
 BO0135.The horizontal coordinates were scaled from a topographic map and have
 BO0135.an estimated accuracy of +/- 6 seconds.
 BO0135
 BO0135.The orthometric height was determined by differential leveling
 BO0135.and adjusted by the National Geodetic Survey in June 1991..
 BO0135
 BO0135.The geoid height was determined by GEOID03.
 BO0135
 BO0135.The dynamic height is computed by dividing the NAVD 88
 BO0135.geopotential number by the normal gravity value computed on the
 BO0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0135.degrees latitude (g = 980.6199 gals.).
 BO0135
 BO0135.The modeled gravity was interpolated from observed gravity values.
 BO0135
 BO0135;                    North         East    Units  Estimated Accuracy
 BO0135;SPC TX C     - 3,108,800.      669,890.      MT  (+/- 180 meters Scaled)
 BO0135
 BO0135                          SUPERSEDED SURVEY CONTROL
 BO0135
 BO0135  NGVD 29 (??/??/92)  677.866  (m)         2223.97   (f) ADJ UNCH    2 0
 BO0135
 BO0135.Superseded values are not recommended for survey control.
 BO0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0135.See file dsdata.txt to determine how the superseded data were derived.
 BO0135
 BO0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU421917(NAD 83)
 BO0135_MARKER: DB = BENCH MARK DISK
 BO0135_SETTING: 66 = SET IN ROCK OUTCROP
 BO0135_SP_SET: LEDGE
 BO0135_STAMPING: 2223.965 A 222 1934
 BO0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0135+STABILITY: POSITION/ELEVATION WELL
 BO0135
 BO0135  HISTORY     - Date     Condition        Report By
 BO0135  HISTORY     - 1934     MONUMENTED       CGS
 BO0135
 BO0135                          STATION DESCRIPTION
 BO0135
 BO0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0135'5.6 MI N FROM SONORA.
 BO0135'5.6 MILES NORTH ALONG U.S. HIGHWAY 277 FROM SONORA, 96 YARDS SOUTH OF
 BO0135'THE SOUTH END OF A CURVE AT THE TOP OF A RISE IN THE HIGHWAY, 75 YARDS
 BO0135'NORTH OF THE NORTH END OF A CURVE AT THE FOOT OF THE RISE, 72 FEET
 BO0135'EAST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET EAST OF THE
 BO0135'RIGHT-OF-WAY FENCE, AT THE SOUTHWEST ROCKY SLOPE OF A LOW HILL, AND IN
 BO0135'THE TOP OF A LIMESTONE LEDGE.  A STANDARD DISK, STAMPED 2223.965 A 222
 BO0135'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0189 ***********************************************************************
 CB0189  DESIGNATION -  A 223
 CB0189  PID         -  CB0189
 CB0189  STATE/COUNTY-  TX/IRION
 CB0189  USGS QUAD   -  MERTZON (1987)
 CB0189
 CB0189                         *CURRENT SURVEY CONTROL
 CB0189  ___________________________________________________________________
 CB0189* NAD 83(1986)-  31 16 58.     (N)    100 48 46.     (W)     SCALED    
 CB0189* NAVD 88     -       661.828  (meters)    2171.35   (feet)  ADJUSTED  
 CB0189  ___________________________________________________________________
 CB0189  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CB0189  DYNAMIC HT  -         660.899 (meters)    2168.30  (feet)  COMP
 CB0189  MODELED GRAV-     979,215.6   (mgal)                       NAVD 88
 CB0189
 CB0189  VERT ORDER  -  FIRST     CLASS II
 CB0189
 CB0189.The horizontal coordinates were scaled from a topographic map and have
 CB0189.an estimated accuracy of +/- 6 seconds.
 CB0189
 CB0189.The orthometric height was determined by differential leveling
 CB0189.and adjusted by the National Geodetic Survey in June 1991..
 CB0189.WARNING-Repeat measurements at this control monument indicate possible
 CB0189.vertical movement.
 CB0189
 CB0189.The geoid height was determined by GEOID03.
 CB0189
 CB0189.The dynamic height is computed by dividing the NAVD 88
 CB0189.geopotential number by the normal gravity value computed on the
 CB0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0189.degrees latitude (g = 980.6199 gals.).
 CB0189
 CB0189.The modeled gravity was interpolated from observed gravity values.
 CB0189
 CB0189;                    North         East    Units  Estimated Accuracy
 CB0189;SPC TX C     - 3,179,250.      654,350.      MT  (+/- 180 meters Scaled)
 CB0189
 CB0189                          SUPERSEDED SURVEY CONTROL
 CB0189
 CB0189  NGVD 29 (??/??/92)  661.835  (m)         2171.37   (f) ADJ UNCH    1 2
 CB0189
 CB0189.Superseded values are not recommended for survey control.
 CB0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0189.See file dsdata.txt to determine how the superseded data were derived.
 CB0189
 CB0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV274623(NAD 83)
 CB0189_MARKER: DB = BENCH MARK DISK
 CB0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0189_SP_SET: CONCRETE BASE
 CB0189_STAMPING: A-223 1934
 CB0189_MARK LOGO: CGS   
 CB0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0189
 CB0189  HISTORY     - Date     Condition        Report By
 CB0189  HISTORY     - 1934     MONUMENTED       CGS
 CB0189  HISTORY     - 1940     GOOD             NGS
 CB0189  HISTORY     - 1981     GOOD             NGS
 CB0189
 CB0189                          STATION DESCRIPTION
 CB0189
 CB0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0189'1.9 MI NE FROM MERTZON.
 CB0189'1.9 MILES NE OF AND ALONG PANHANDLE AND S.F.R.R. 150 FT. NE OF MILE
 CB0189'POST 744 AT BRIDGE 744.0.  89 FT. NW OF CENTER OF TRACK.  DISK IS SET
 CB0189'IN BASE OF SE PARAPET WALL OF HIGHWAY BRIDGE.  5 FT. SW OF NE END.
 CB0189
 CB0189                          STATION RECOVERY (1940)
 CB0189
 CB0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0189'RECOVERED IN GOOD CONDITION.
 CB0189
 CB0189                          STATION RECOVERY (1981)
 CB0189
 CB0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0189'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0189'MERTZON, THENCE 2.9 KM (1.8 MI) NORTHEAST ALONG U.S. HIGHWAY 67, IN
 CB0189'TOP OF AND 4.0 METERS (13.1 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 CB0189'SOUTHEAST HEADWALL OF A 10-CHANNEL CONCRETE CULVERT AND 7.7 METERS
 CB0189'(25.3 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CB0189'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0678 ***********************************************************************
 CT0678  DESIGNATION -  A 224
 CT0678  PID         -  CT0678
 CT0678  STATE/COUNTY-  TX/TAYLOR
 CT0678  USGS QUAD   -  TUSCOLA (1967)
 CT0678
 CT0678                         *CURRENT SURVEY CONTROL
 CT0678  ___________________________________________________________________
 CT0678* NAD 83(1986)-  32 11 33.     (N)    099 48 13.     (W)     SCALED    
 CT0678* NAVD 88     -       607.671  (meters)    1993.67   (feet)  ADJUSTED  
 CT0678  ___________________________________________________________________
 CT0678  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CT0678  DYNAMIC HT  -         606.878 (meters)    1991.07  (feet)  COMP
 CT0678  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 CT0678
 CT0678  VERT ORDER  -  SECOND    CLASS 0
 CT0678
 CT0678.The horizontal coordinates were scaled from a topographic map and have
 CT0678.an estimated accuracy of +/- 6 seconds.
 CT0678
 CT0678.The orthometric height was determined by differential leveling
 CT0678.and adjusted by the National Geodetic Survey in June 1991..
 CT0678.WARNING-Repeat measurements at this control monument indicate possible
 CT0678.vertical movement.
 CT0678
 CT0678.The geoid height was determined by GEOID03.
 CT0678
 CT0678.The dynamic height is computed by dividing the NAVD 88
 CT0678.geopotential number by the normal gravity value computed on the
 CT0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0678.degrees latitude (g = 980.6199 gals.).
 CT0678
 CT0678.The modeled gravity was interpolated from observed gravity values.
 CT0678
 CT0678;                    North         East    Units  Estimated Accuracy
 CT0678;SPC TXNC     - 2,059,070.      477,080.      MT  (+/- 180 meters Scaled)
 CT0678
 CT0678                          SUPERSEDED SURVEY CONTROL
 CT0678
 CT0678  NGVD 29 (??/??/92)  607.524  (m)         1993.18   (f) ADJ UNCH    2 0
 CT0678
 CT0678.Superseded values are not recommended for survey control.
 CT0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0678.See file dsdata.txt to determine how the superseded data were derived.
 CT0678
 CT0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA242620(NAD 83)
 CT0678_MARKER: DB = BENCH MARK DISK
 CT0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0678_STAMPING: A 224 1934
 CT0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0678+STABILITY: SURFACE MOTION
 CT0678
 CT0678  HISTORY     - Date     Condition        Report By
 CT0678  HISTORY     - 1934     MONUMENTED       CGS
 CT0678  HISTORY     - 1961     GOOD             USGS
 CT0678  HISTORY     - 1982     GOOD             NGS
 CT0678  HISTORY     - 19940708 GOOD             USPSQD
 CT0678
 CT0678                          STATION DESCRIPTION
 CT0678
 CT0678'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CT0678'1.5 MI N FROM OVALO.
 CT0678'1.5 MILES NORTH ALONG THE ABILENE AND SOUTHERN RAILROAD FROM OVALO, 48
 CT0678'FEET WEST OF THE WEST RAIL, 45 FEET SOUTH OF THE CENTER OF A DIRT
 CT0678'ROAD, 9 FEET SOUTH OF A POWER POLE, 3 FEET EAST OF A FENCE, 2 FEET
 CT0678'NORTH OF A METAL WITNESS POST WITH SIGN, 2 FEET ABOVE THE LEVEL OF THE
 CT0678'RAILROAD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES
 CT0678'ABOVE GROUND.
 CT0678
 CT0678                          STATION RECOVERY (1982)
 CT0678
 CT0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0678'RECOVERED IN GOOD CONDITION.
 CT0678
 CT0678                          STATION RECOVERY (1994)
 CT0678
 CT0678'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1396 ***********************************************************************
 FL1396  DESIGNATION -  A 225
 FL1396  PID         -  FL1396
 FL1396  STATE/COUNTY-  TX/MOORE
 FL1396  USGS QUAD   -  LITTLE BLUE CREEK (1972)
 FL1396
 FL1396                         *CURRENT SURVEY CONTROL
 FL1396  ___________________________________________________________________
 FL1396* NAD 83(1986)-  35 51 20.     (N)    101 45 03.     (W)     SCALED    
 FL1396* NAVD 88     -      1054.727  (meters)    3460.38   (feet)  ADJUSTED  
 FL1396  ___________________________________________________________________
 FL1396  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 FL1396  DYNAMIC HT  -        1053.522 (meters)    3456.43  (feet)  COMP
 FL1396  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 FL1396
 FL1396  VERT ORDER  -  SECOND    CLASS 0
 FL1396
 FL1396.The horizontal coordinates were scaled from a topographic map and have
 FL1396.an estimated accuracy of +/- 6 seconds.
 FL1396
 FL1396.The orthometric height was determined by differential leveling
 FL1396.and adjusted by the National Geodetic Survey in June 1991..
 FL1396
 FL1396.The geoid height was determined by GEOID03.
 FL1396
 FL1396.The dynamic height is computed by dividing the NAVD 88
 FL1396.geopotential number by the normal gravity value computed on the
 FL1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1396.degrees latitude (g = 980.6199 gals.).
 FL1396
 FL1396.The modeled gravity was interpolated from observed gravity values.
 FL1396
 FL1396;                    North         East    Units  Estimated Accuracy
 FL1396;SPC TX N     - 1,205,880.      177,340.      MT  (+/- 180 meters Scaled)
 FL1396
 FL1396                          SUPERSEDED SURVEY CONTROL
 FL1396
 FL1396  NGVD 29 (??/??/92) 1054.212  (m)         3458.69   (f) ADJ UNCH    2 0
 FL1396
 FL1396.Superseded values are not recommended for survey control.
 FL1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1396.See file dsdata.txt to determine how the superseded data were derived.
 FL1396
 FL1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE515714(NAD 83)
 FL1396_MARKER: DB = BENCH MARK DISK
 FL1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1396_STAMPING: A 225 1934
 FL1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1396+STABILITY: SURFACE MOTION
 FL1396
 FL1396  HISTORY     - Date     Condition        Report By
 FL1396  HISTORY     - 1934     MONUMENTED       CGS
 FL1396  HISTORY     - 1952     MARK NOT FOUND   NGS
 FL1396
 FL1396                          STATION DESCRIPTION
 FL1396
 FL1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1396'13.4 MI E FROM DUMAS.
 FL1396'13.4 MILES E AND ALONG THE DUMAS-STINNETT HWY.  AT A POINT WHERE
 FL1396'HIGHWAY TURNS S FOR ABOUT ONE MILE.  135 FT. NORTH OF CENTER OF
 FL1396'HIGHWAY.  90 FT. W OF N AND S FENCE LINE.  125 FT. N OF E AND W FENCE
 FL1396'LINE.
 FL1396
 FL1396                          STATION RECOVERY (1952)
 FL1396
 FL1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FL1396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0134 ***********************************************************************
 CC0134  DESIGNATION -  A 226
 CC0134  PID         -  CC0134
 CC0134  STATE/COUNTY-  TX/CRANE
 CC0134  USGS QUAD   -  GIRVIN NE (1972)
 CC0134
 CC0134                         *CURRENT SURVEY CONTROL
 CC0134  ___________________________________________________________________
 CC0134* NAD 83(1986)-  31 13 21.     (N)    102 19 14.     (W)     SCALED    
 CC0134* NAVD 88     -       743.262  (meters)    2438.52   (feet)  ADJUSTED  
 CC0134  ___________________________________________________________________
 CC0134  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CC0134  DYNAMIC HT  -         742.203 (meters)    2435.04  (feet)  COMP
 CC0134  MODELED GRAV-     979,190.4   (mgal)                       NAVD 88
 CC0134
 CC0134  VERT ORDER  -  SECOND    CLASS 0
 CC0134
 CC0134.The horizontal coordinates were scaled from a topographic map and have
 CC0134.an estimated accuracy of +/- 6 seconds.
 CC0134
 CC0134.The orthometric height was determined by differential leveling
 CC0134.and adjusted by the National Geodetic Survey in June 1991..
 CC0134
 CC0134.The geoid height was determined by GEOID03.
 CC0134
 CC0134.The dynamic height is computed by dividing the NAVD 88
 CC0134.geopotential number by the normal gravity value computed on the
 CC0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0134.degrees latitude (g = 980.6199 gals.).
 CC0134
 CC0134.The modeled gravity was interpolated from observed gravity values.
 CC0134
 CC0134;                    North         East    Units  Estimated Accuracy
 CC0134;SPC TX C     - 3,174,160.      510,690.      MT  (+/- 180 meters Scaled)
 CC0134
 CC0134                          SUPERSEDED SURVEY CONTROL
 CC0134
 CC0134  NGVD 29 (??/??/92)  742.966  (m)         2437.55   (f) ADJ UNCH    2 0
 CC0134
 CC0134.Superseded values are not recommended for survey control.
 CC0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0134.See file dsdata.txt to determine how the superseded data were derived.
 CC0134
 CC0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ552573(NAD 83)
 CC0134_MARKER: DB = BENCH MARK DISK
 CC0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0134_STAMPING: A-226 1934
 CC0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0134+STABILITY: SURFACE MOTION
 CC0134
 CC0134  HISTORY     - Date     Condition        Report By
 CC0134  HISTORY     - 1934     MONUMENTED       CGS
 CC0134  HISTORY     - 1940     GOOD             NGS
 CC0134  HISTORY     - 20010217 GOOD             USPSQD
 CC0134  HISTORY     - 20030902 GOOD             INDIV
 CC0134
 CC0134                          STATION DESCRIPTION
 CC0134
 CC0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0134'8.4 MI N FROM MCCAMEY.
 CC0134'8.4 MILES N OF AND ALONG STATE HWY NO. 137.  70 FT. W OF CENTER OF
 CC0134'HIGHWAY.  80 YARDS N OF SINGLE CONCRETE CULVERT.
 CC0134
 CC0134                          STATION RECOVERY (1940)
 CC0134
 CC0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CC0134'RECOVERED IN GOOD CONDITION.
 CC0134
 CC0134                          STATION RECOVERY (2001)
 CC0134
 CC0134'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0134'RECOVERED IN GOOD CONDITION.
 CC0134
 CC0134                          STATION RECOVERY (2003)
 CC0134
 CC0134'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0218 ***********************************************************************
 FL0218  DESIGNATION -  A 227
 FL0218  PID         -  FL0218
 FL0218  STATE/COUNTY-  TX/WHEELER
 FL0218  USGS QUAD   -  WHEELER SE (1976)
 FL0218
 FL0218                         *CURRENT SURVEY CONTROL
 FL0218  ___________________________________________________________________
 FL0218* NAD 83(1986)-  35 17 59.     (N)    100 18 28.     (W)     SCALED    
 FL0218* NAVD 88     -       684.610  (meters)    2246.09   (feet)  ADJUSTED  
 FL0218  ___________________________________________________________________
 FL0218  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL0218  DYNAMIC HT  -         683.893 (meters)    2243.74  (feet)  COMP
 FL0218  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 FL0218
 FL0218  VERT ORDER  -  SECOND    CLASS 0
 FL0218
 FL0218.The horizontal coordinates were scaled from a topographic map and have
 FL0218.an estimated accuracy of +/- 6 seconds.
 FL0218
 FL0218.The orthometric height was determined by differential leveling
 FL0218.and adjusted by the National Geodetic Survey in June 1991..
 FL0218
 FL0218.The geoid height was determined by GEOID03.
 FL0218
 FL0218.The dynamic height is computed by dividing the NAVD 88
 FL0218.geopotential number by the normal gravity value computed on the
 FL0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0218.degrees latitude (g = 980.6199 gals.).
 FL0218
 FL0218.The modeled gravity was interpolated from observed gravity values.
 FL0218
 FL0218;                    North         East    Units  Estimated Accuracy
 FL0218;SPC TX N     - 1,144,840.      308,430.      MT  (+/- 180 meters Scaled)
 FL0218
 FL0218                          SUPERSEDED SURVEY CONTROL
 FL0218
 FL0218  NGVD 29 (??/??/92)  684.301  (m)         2245.08   (f) ADJ UNCH    2 0
 FL0218
 FL0218.Superseded values are not recommended for survey control.
 FL0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0218.See file dsdata.txt to determine how the superseded data were derived.
 FL0218
 FL0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE810070(NAD 83)
 FL0218_MARKER: DB = BENCH MARK DISK
 FL0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0218_STAMPING: A-227 1934
 FL0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0218+STABILITY: SURFACE MOTION
 FL0218
 FL0218  HISTORY     - Date     Condition        Report By
 FL0218  HISTORY     - 1934     MONUMENTED       CGS
 FL0218
 FL0218                          STATION DESCRIPTION
 FL0218
 FL0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0218'5.9 MI SE FROM MAGIC CITY.
 FL0218'5.9 MILES SE OF AND ALONG THE F.W. AND D.R.R. 50 FT. S OF TRACKS AT
 FL0218'MILE POST N-286.  75 YARDS W OF T FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1124 ***********************************************************************
 FL1124  DESIGNATION -  A 228
 FL1124  PID         -  FL1124
 FL1124  STATE/COUNTY-  TX/POTTER
 FL1124  USGS QUAD   -  PUENTE (1953)
 FL1124
 FL1124                         *CURRENT SURVEY CONTROL
 FL1124  ___________________________________________________________________
 FL1124* NAD 83(1986)-  35 27 06.     (N)    101 53 10.     (W)     SCALED    
 FL1124* NAVD 88     -       949.540  (meters)    3115.28   (feet)  ADJUSTED  
 FL1124  ___________________________________________________________________
 FL1124  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL1124  DYNAMIC HT  -         948.444 (meters)    3111.69  (feet)  COMP
 FL1124  MODELED GRAV-     979,446.8   (mgal)                       NAVD 88
 FL1124
 FL1124  VERT ORDER  -  SECOND    CLASS 0
 FL1124
 FL1124.The horizontal coordinates were scaled from a topographic map and have
 FL1124.an estimated accuracy of +/- 6 seconds.
 FL1124
 FL1124.The orthometric height was determined by differential leveling
 FL1124.and adjusted by the National Geodetic Survey in June 1991..
 FL1124
 FL1124.The geoid height was determined by GEOID03.
 FL1124
 FL1124.The dynamic height is computed by dividing the NAVD 88
 FL1124.geopotential number by the normal gravity value computed on the
 FL1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1124.degrees latitude (g = 980.6199 gals.).
 FL1124
 FL1124.The modeled gravity was interpolated from observed gravity values.
 FL1124
 FL1124;                    North         East    Units  Estimated Accuracy
 FL1124;SPC TX N     - 1,161,110.      164,950.      MT  (+/- 180 meters Scaled)
 FL1124
 FL1124                          SUPERSEDED SURVEY CONTROL
 FL1124
 FL1124  NGVD 29 (??/??/92)  949.074  (m)         3113.75   (f) ADJ UNCH    2 0
 FL1124
 FL1124.Superseded values are not recommended for survey control.
 FL1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1124.See file dsdata.txt to determine how the superseded data were derived.
 FL1124
 FL1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE380269(NAD 83)
 FL1124_MARKER: DB = BENCH MARK DISK
 FL1124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1124_SP_SET: CULVERT
 FL1124_STAMPING: A-228 1934
 FL1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1124
 FL1124  HISTORY     - Date     Condition        Report By
 FL1124  HISTORY     - 1934     MONUMENTED       CGS
 FL1124
 FL1124                          STATION DESCRIPTION
 FL1124
 FL1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1124'20.7 MI N FROM AMARILLO.
 FL1124'20.7 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1124'AMARILLO, POTTER COUNTY, AT THE SOUTH END OF A BRIDGE OVER CANADIAN
 FL1124'RIVER, IN THE TOP OF THE CONCRETE HEADWALL SUPPORTING A STEEL BEAM,
 FL1124'AND 9 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 FL1124'STAMPED A 228 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0813 ***********************************************************************
 FL0813  DESIGNATION -  A 229
 FL0813  PID         -  FL0813
 FL0813  STATE/COUNTY-  TX/HUTCHINSON
 FL0813  USGS QUAD   -  STINNETT (1978)
 FL0813
 FL0813                         *CURRENT SURVEY CONTROL
 FL0813  ___________________________________________________________________
 FL0813* NAD 83(1986)-  35 49 30.     (N)    101 26 57.     (W)     SCALED    
 FL0813* NAVD 88     -       981.553  (meters)    3220.31   (feet)  ADJUSTED  
 FL0813  ___________________________________________________________________
 FL0813  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FL0813  DYNAMIC HT  -         980.442 (meters)    3216.67  (feet)  COMP
 FL0813  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 FL0813
 FL0813  VERT ORDER  -  SECOND    CLASS 0
 FL0813
 FL0813.The horizontal coordinates were scaled from a topographic map and have
 FL0813.an estimated accuracy of +/- 6 seconds.
 FL0813
 FL0813.The orthometric height was determined by differential leveling
 FL0813.and adjusted by the National Geodetic Survey in June 1991..
 FL0813
 FL0813.The geoid height was determined by GEOID03.
 FL0813
 FL0813.The dynamic height is computed by dividing the NAVD 88
 FL0813.geopotential number by the normal gravity value computed on the
 FL0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0813.degrees latitude (g = 980.6199 gals.).
 FL0813
 FL0813.The modeled gravity was interpolated from observed gravity values.
 FL0813
 FL0813;                    North         East    Units  Estimated Accuracy
 FL0813;SPC TX N     - 1,202,460.      204,590.      MT  (+/- 180 meters Scaled)
 FL0813
 FL0813                          SUPERSEDED SURVEY CONTROL
 FL0813
 FL0813  NGVD 29 (??/??/92)  981.082  (m)         3218.77   (f) ADJ UNCH    2 0
 FL0813
 FL0813.Superseded values are not recommended for survey control.
 FL0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0813.See file dsdata.txt to determine how the superseded data were derived.
 FL0813
 FL0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE787673(NAD 83)
 FL0813_MARKER: DB = BENCH MARK DISK
 FL0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0813_SP_SET: DOORWAY
 FL0813_STAMPING: A-229 1934
 FL0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0813
 FL0813  HISTORY     - Date     Condition        Report By
 FL0813  HISTORY     - 1934     MONUMENTED       CGS
 FL0813  HISTORY     - 1953     GOOD             USGS
 FL0813
 FL0813                          STATION DESCRIPTION
 FL0813
 FL0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0813'IN STINNETT.
 FL0813'HORIZONTAL MARK PLACED IN THE S SIDE OF THE E AND MAIN ENTRANCE OF THE
 FL0813'STINNETT PUBLIC SCHOOL.  MARK IS INSIDE THE FIRST ARCHED OPEN DOORWAY.
 FL0813
 FL0813                          STATION RECOVERY (1953)
 FL0813
 FL0813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0596 ***********************************************************************
 CD0596  DESIGNATION -  A 23
 CD0596  PID         -  CD0596
 CD0596  STATE/COUNTY-  TX/HUDSPETH
 CD0596  USGS QUAD   -  ALLAMOORE (1964)
 CD0596
 CD0596                         *CURRENT SURVEY CONTROL
 CD0596  ___________________________________________________________________
 CD0596* NAD 83(1986)-  31 02 35.     (N)    105 04 39.     (W)     SCALED    
 CD0596* NAVD 88     -      1326.124  (meters)    4350.79   (feet)  POSTED    
 CD0596  ___________________________________________________________________
 CD0596  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CD0596  DYNAMIC HT  -        1324.000 (meters)    4343.82  (feet)  COMP
 CD0596  MODELED GRAV-     978,994.1   (mgal)                       NAVD 88
 CD0596
 CD0596  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0596
 CD0596.The horizontal coordinates were scaled from a topographic map and have
 CD0596.an estimated accuracy of +/- 6 seconds.
 CD0596
 CD0596.The orthometric height was determined by differential leveling
 CD0596.and adjusted by the National Geodetic Survey in 1992..
 CD0596.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0596.rate of 0.0 thru 1.0 mm/km.
 CD0596
 CD0596.The geoid height was determined by GEOID03.
 CD0596
 CD0596.The dynamic height is computed by dividing the NAVD 88
 CD0596.geopotential number by the normal gravity value computed on the
 CD0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0596.degrees latitude (g = 980.6199 gals.).
 CD0596
 CD0596.The modeled gravity was interpolated from observed gravity values.
 CD0596
 CD0596;                    North         East    Units  Estimated Accuracy
 CD0596;SPC TX C     - 3,162,230.      247,310.      MT  (+/- 180 meters Scaled)
 CD0596
 CD0596                          SUPERSEDED SURVEY CONTROL
 CD0596
 CD0596.No superseded survey control is available for this station.
 CD0596
 CD0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ926343(NAD 83)
 CD0596_MARKER: DB = BENCH MARK DISK
 CD0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0596_STAMPING: A 23 1917
 CD0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0596+STABILITY: SURFACE MOTION
 CD0596
 CD0596  HISTORY     - Date     Condition        Report By
 CD0596  HISTORY     - 1917     MONUMENTED       CGS
 CD0596  HISTORY     - 1957     GOOD             NGS
 CD0596
 CD0596                          STATION DESCRIPTION
 CD0596
 CD0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CD0596'IN TORBERT.
 CD0596'AT TORBERT, HUDSPETH COUNTY, ON THE SOUTHERN PACIFIC RAILROAD, AT
 CD0596'MILEPOST 718.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0914 ***********************************************************************
 FL0914  DESIGNATION -  A 230
 FL0914  PID         -  FL0914
 FL0914  STATE/COUNTY-  TX/CARSON
 FL0914  USGS QUAD   -  CONWAY (1983)
 FL0914
 FL0914                         *CURRENT SURVEY CONTROL
 FL0914  ___________________________________________________________________
 FL0914* NAD 83(1986)-  35 13 03.     (N)    101 22 48.     (W)     SCALED    
 FL0914* NAVD 88     -      1054.014  (meters)    3458.04   (feet)  ADJUSTED  
 FL0914  ___________________________________________________________________
 FL0914  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0914  DYNAMIC HT  -        1052.771 (meters)    3453.97  (feet)  COMP
 FL0914  MODELED GRAV-     979,418.7   (mgal)                       NAVD 88
 FL0914
 FL0914  VERT ORDER  -  SECOND    CLASS 0
 FL0914
 FL0914.The horizontal coordinates were scaled from a topographic map and have
 FL0914.an estimated accuracy of +/- 6 seconds.
 FL0914
 FL0914.The orthometric height was determined by differential leveling
 FL0914.and adjusted by the National Geodetic Survey in June 1991..
 FL0914
 FL0914.The geoid height was determined by GEOID03.
 FL0914
 FL0914.The dynamic height is computed by dividing the NAVD 88
 FL0914.geopotential number by the normal gravity value computed on the
 FL0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0914.degrees latitude (g = 980.6199 gals.).
 FL0914
 FL0914.The modeled gravity was interpolated from observed gravity values.
 FL0914
 FL0914;                    North         East    Units  Estimated Accuracy
 FL0914;SPC TX N     - 1,135,070.      210,930.      MT  (+/- 180 meters Scaled)
 FL0914
 FL0914                          SUPERSEDED SURVEY CONTROL
 FL0914
 FL0914  NGVD 29 (??/??/92) 1053.523  (m)         3456.43   (f) ADJ UNCH    2 0
 FL0914
 FL0914.Superseded values are not recommended for survey control.
 FL0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0914.See file dsdata.txt to determine how the superseded data were derived.
 FL0914
 FL0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD833997(NAD 83)
 FL0914_MARKER: DB = BENCH MARK DISK
 FL0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0914_STAMPING: A 230 1964
 FL0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0914+STABILITY: SURFACE MOTION
 FL0914
 FL0914  HISTORY     - Date     Condition        Report By
 FL0914  HISTORY     - 1934     MONUMENTED       CGS
 FL0914  HISTORY     - 1959     GOOD             NGS
 FL0914
 FL0914                          STATION DESCRIPTION
 FL0914
 FL0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FL0914'0.6 MI N FROM CONWAY.
 FL0914'0.6 MILE NORTH ALONG STATE HIGHWAY 117 FROM CONWAY, CARSON COUNTY, 0.1
 FL0914'MILE SOUTH OF A FARMHOUSE, 50 FEET EAST OF THE CENTERLINE OF THE
 FL0914'HIGHWAY, 4 FEET EAST OF A NORTH-AND-SOUTH FENCE, 2 FEET SOUTH OF A
 FL0914'SECTION-LINE FENCE AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0915 ***********************************************************************
 FL0915  DESIGNATION -  A 230 RESET 1959
 FL0915  PID         -  FL0915
 FL0915  STATE/COUNTY-  TX/CARSON
 FL0915  USGS QUAD   -  CONWAY (1983)
 FL0915
 FL0915                         *CURRENT SURVEY CONTROL
 FL0915  ___________________________________________________________________
 FL0915* NAD 83(1986)-  35 13 01.     (N)    101 22 47.     (W)     SCALED    
 FL0915* NAVD 88     -      1054.95   (meters)    3461.1    (feet)  RESET     
 FL0915  ___________________________________________________________________
 FL0915  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0915
 FL0915  VERT ORDER  -  THIRD
 FL0915
 FL0915.The horizontal coordinates were scaled from a topographic map and have
 FL0915.an estimated accuracy of +/- 6 seconds.
 FL0915
 FL0915.The orthometric height was computed from unverified reset data.
 FL0915
 FL0915.The geoid height was determined by GEOID03.
 FL0915
 FL0915;                    North         East    Units  Estimated Accuracy
 FL0915;SPC TX N     - 1,135,010.      210,950.      MT  (+/- 180 meters Scaled)
 FL0915
 FL0915                          SUPERSEDED SURVEY CONTROL
 FL0915
 FL0915.No superseded survey control is available for this station.
 FL0915
 FL0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD834996(NAD 83)
 FL0915_MARKER: DB = BENCH MARK DISK
 FL0915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0915_SP_SET: MONUMENT
 FL0915_STAMPING: A 230 RESET 1959
 FL0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0915
 FL0915  HISTORY     - Date     Condition        Report By
 FL0915  HISTORY     - 1959     MONUMENTED       CGS
 FL0915  HISTORY     - 1980     MARK NOT FOUND   USGS
 FL0915  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0915
 FL0915                          STATION DESCRIPTION
 FL0915
 FL0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FL0915'0.7 MI N FROM CONWAY.
 FL0915'ABOUT 0.7 MILE NORTH OF THE MAIN HIGHWAY JUNCTION IN CONWAY, ALONG
 FL0915'STATE HIGHWAY NO. 117, IN THE NORTHWEST CORNER OF A FARM YARD, 7 FEET
 FL0915'EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE HIGHWAY, 2 FEET EAST OF A
 FL0915'POWER POLE, 1 FOOT SOUTH OF THE NORTH YARD FENCE. IT IS ABOUT 0.1 MILE
 FL0915'SOUTHWEST OF A LARGE YELLOW BRICK HOUSE WHICH IS THE RESIDENCE OF THE
 FL0915'OWNER OF THE PROPERTY.  A STANDARD DISK STAMPED A 230 RESET 1959 IN A
 FL0915'CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
 FL0915
 FL0915                          STATION RECOVERY (1980)
 FL0915
 FL0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FL0915'MARK NOT FOUND.
 FL0915
 FL0915                          STATION RECOVERY (1984)
 FL0915
 FL0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0737 ***********************************************************************
 DN0737  DESIGNATION -  A 231
 DN0737  PID         -  DN0737
 DN0737  STATE/COUNTY-  TX/MONTAGUE
 DN0737  USGS QUAD   -  SUNSET (1978)
 DN0737
 DN0737                         *CURRENT SURVEY CONTROL
 DN0737  ___________________________________________________________________
 DN0737* NAD 83(1986)-  33 29 03.     (N)    097 47 21.     (W)     SCALED    
 DN0737* NAVD 88     -       310.475  (meters)    1018.62   (feet)  ADJUSTED  
 DN0737  ___________________________________________________________________
 DN0737  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0737  DYNAMIC HT  -         310.132 (meters)    1017.49  (feet)  COMP
 DN0737  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 DN0737
 DN0737  VERT ORDER  -  FIRST     CLASS II
 DN0737
 DN0737.The horizontal coordinates were scaled from a topographic map and have
 DN0737.an estimated accuracy of +/- 6 seconds.
 DN0737
 DN0737.The orthometric height was determined by differential leveling
 DN0737.and adjusted by the National Geodetic Survey in June 1991..
 DN0737.WARNING-Repeat measurements at this control monument indicate possible
 DN0737.vertical movement.
 DN0737
 DN0737.The geoid height was determined by GEOID03.
 DN0737
 DN0737.The dynamic height is computed by dividing the NAVD 88
 DN0737.geopotential number by the normal gravity value computed on the
 DN0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0737.degrees latitude (g = 980.6199 gals.).
 DN0737
 DN0737.The modeled gravity was interpolated from observed gravity values.
 DN0737
 DN0737;                    North         East    Units  Estimated Accuracy
 DN0737;SPC TXNC     - 2,201,770.      666,060.      MT  (+/- 180 meters Scaled)
 DN0737
 DN0737                          SUPERSEDED SURVEY CONTROL
 DN0737
 DN0737  NGVD 29 (??/??/92)  310.342  (m)         1018.18   (f) ADJ UNCH    1 2
 DN0737
 DN0737.Superseded values are not recommended for survey control.
 DN0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0737.See file dsdata.txt to determine how the superseded data were derived.
 DN0737
 DN0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC124056(NAD 83)
 DN0737_MARKER: DB = BENCH MARK DISK
 DN0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0737_STAMPING: A 231 1952
 DN0737_MARK LOGO: CGS   
 DN0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0737+STABILITY: SURFACE MOTION
 DN0737
 DN0737  HISTORY     - Date     Condition        Report By
 DN0737  HISTORY     - 1952     MONUMENTED       CGS
 DN0737  HISTORY     - 1984     GOOD             NGS
 DN0737  HISTORY     - 19961130 MARK NOT FOUND   USPSQD
 DN0737
 DN0737                          STATION DESCRIPTION
 DN0737
 DN0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0737'2.5 MI NW FROM SUNSET.
 DN0737'2.5 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0737'THE STATION AT SUNSET, 2 POLES NORTHWEST OF MILEPOST 62, 29 FEET WEST
 DN0737'OF A BATTERY SIGNAL BOX, 85 FEET EAST OF THE CENTER LINE OF U.S.
 DN0737'HIGHWAY 81, 39 FEET WEST OF THE WEST RAIL, 5 FEET SOUTH OF A TELEGRAPH
 DN0737'POLE, 2.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DN0737'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0737
 DN0737                          STATION RECOVERY (1984)
 DN0737
 DN0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0737'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0737'TO REACH FOLLOWS.  10.1 KM (6.25 MI) SOUTHEASTERLY ALONG THE
 DN0737'BURLINGTON NORTHERN RAILROAD FROM THE STATION IN BOWIE.  DELETE=29
 DN0737'FEET WEST OF A BATTERY SIGNAL BOX.
 DN0737
 DN0737                          STATION RECOVERY (1996)
 DN0737
 DN0737'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0815 ***********************************************************************
 DN0815  DESIGNATION -  A 232
 DN0815  PID         -  DN0815
 DN0815  STATE/COUNTY-  TX/MONTAGUE
 DN0815  USGS QUAD   -  STONEBURG (1976)
 DN0815
 DN0815                         *CURRENT SURVEY CONTROL
 DN0815  ___________________________________________________________________
 DN0815* NAD 83(1986)-  33 39 21.     (N)    097 53 51.     (W)     SCALED    
 DN0815* NAVD 88     -       286.964  (meters)     941.48   (feet)  ADJUSTED  
 DN0815  ___________________________________________________________________
 DN0815  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0815  DYNAMIC HT  -         286.650 (meters)     940.45  (feet)  COMP
 DN0815  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 DN0815
 DN0815  VERT ORDER  -  FIRST     CLASS II
 DN0815
 DN0815.The horizontal coordinates were scaled from a topographic map and have
 DN0815.an estimated accuracy of +/- 6 seconds.
 DN0815
 DN0815.The orthometric height was determined by differential leveling
 DN0815.and adjusted by the National Geodetic Survey in June 1991..
 DN0815
 DN0815.The geoid height was determined by GEOID03.
 DN0815
 DN0815.The dynamic height is computed by dividing the NAVD 88
 DN0815.geopotential number by the normal gravity value computed on the
 DN0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0815.degrees latitude (g = 980.6199 gals.).
 DN0815
 DN0815.The modeled gravity was interpolated from observed gravity values.
 DN0815
 DN0815;                    North         East    Units  Estimated Accuracy
 DN0815;SPC TXNC     - 2,220,740.      655,880.      MT  (+/- 180 meters Scaled)
 DN0815
 DN0815                          SUPERSEDED SURVEY CONTROL
 DN0815
 DN0815  NGVD 29 (??/??/92)  286.859  (m)          941.14   (f) ADJ UNCH    1 2
 DN0815
 DN0815.Superseded values are not recommended for survey control.
 DN0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0815.See file dsdata.txt to determine how the superseded data were derived.
 DN0815
 DN0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC022245(NAD 83)
 DN0815_MARKER: DB = BENCH MARK DISK
 DN0815_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0815_SP_SET: HEADWALL
 DN0815_STAMPING: A 232 1952
 DN0815_MARK LOGO: CGS   
 DN0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0815+STABILITY: SURFACE MOTION
 DN0815
 DN0815  HISTORY     - Date     Condition        Report By
 DN0815  HISTORY     - 1952     MONUMENTED       CGS
 DN0815  HISTORY     - 1984     GOOD             NGS
 DN0815  HISTORY     - 1986     GOOD             NGS
 DN0815
 DN0815                          STATION DESCRIPTION
 DN0815
 DN0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0815'7.3 MI N FROM BOWIE.
 DN0815'7.3 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0815'FROM THE STATION AT BOWIE, 17 1/2 POLES SOUTH OF MILEPOST 536, 9.6
 DN0815'FEET EAST OF THE EAST RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN
 DN0815'THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 DN0815
 DN0815                          STATION RECOVERY (1984)
 DN0815
 DN0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0815'RECOVERED IN GOOD CONDITION.
 DN0815
 DN0815                          STATION RECOVERY (1986)
 DN0815
 DN0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0815'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.2 KM (6.95
 DN0815'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0815'HIGHWAY 287 IN BOWIE.  ADD--26.4 M (86.6 FT) WEST-SOUTHWEST OF THE
 DN0815'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0306 ***********************************************************************
 DN0306  DESIGNATION -  A 233
 DN0306  PID         -  DN0306
 DN0306  STATE/COUNTY-  TX/GRAYSON
 DN0306  USGS QUAD   -  GUNTER (1974)
 DN0306
 DN0306                         *CURRENT SURVEY CONTROL
 DN0306  ___________________________________________________________________
 DN0306* NAD 83(1986)-  33 28 41.     (N)    096 44 19.     (W)     SCALED    
 DN0306* NAVD 88     -       225.723  (meters)     740.56   (feet)  ADJUSTED  
 DN0306  ___________________________________________________________________
 DN0306  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 DN0306  DYNAMIC HT  -         225.487 (meters)     739.79  (feet)  COMP
 DN0306  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 DN0306
 DN0306  VERT ORDER  -  SECOND    CLASS 0
 DN0306
 DN0306.The horizontal coordinates were scaled from a topographic map and have
 DN0306.an estimated accuracy of +/- 6 seconds.
 DN0306
 DN0306.The orthometric height was determined by differential leveling
 DN0306.and adjusted by the National Geodetic Survey in June 1991..
 DN0306
 DN0306.The geoid height was determined by GEOID03.
 DN0306
 DN0306.The dynamic height is computed by dividing the NAVD 88
 DN0306.geopotential number by the normal gravity value computed on the
 DN0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0306.degrees latitude (g = 980.6199 gals.).
 DN0306
 DN0306.The modeled gravity was interpolated from observed gravity values.
 DN0306
 DN0306;                    North         East    Units  Estimated Accuracy
 DN0306;SPC TXNC     - 2,202,240.      763,690.      MT  (+/- 180 meters Scaled)
 DN0306
 DN0306                          SUPERSEDED SURVEY CONTROL
 DN0306
 DN0306  NGVD 29 (??/??/92)  225.724  (m)          740.56   (f) ADJ UNCH    2 0
 DN0306
 DN0306.Superseded values are not recommended for survey control.
 DN0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0306.See file dsdata.txt to determine how the superseded data were derived.
 DN0306
 DN0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC101065(NAD 83)
 DN0306_MARKER: DB = BENCH MARK DISK
 DN0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0306_STAMPING: A 233 1952
 DN0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0306+STABILITY: SURFACE MOTION
 DN0306
 DN0306  HISTORY     - Date     Condition        Report By
 DN0306  HISTORY     - 1952     MONUMENTED       CGS
 DN0306  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0306
 DN0306                          STATION DESCRIPTION
 DN0306
 DN0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0306'2.0 MI N FROM GUNTER.
 DN0306'2.0 MILES NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0306'FROM THE STATION AT GUNTER, 7 POLES NORTH OF MILEPOST 663, 85 FEET
 DN0306'NORTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 48 FEET NORTH OF
 DN0306'A FENCE CORNER, 43 FEET EAST OF THE EAST RAIL, 5 FEET NORTH OF A
 DN0306'TELEPHONE POLE, 4 FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS
 DN0306'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 DN0306'THE GROUND.
 DN0306
 DN0306                          STATION RECOVERY (1999)
 DN0306
 DN0306'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0478 ***********************************************************************
 FM0478  DESIGNATION -  A 234
 FM0478  PID         -  FM0478
 FM0478  STATE/COUNTY-  TX/HARTLEY
 FM0478  USGS QUAD   -  DOYLE HILL (1971)
 FM0478
 FM0478                         *CURRENT SURVEY CONTROL
 FM0478  ___________________________________________________________________
 FM0478* NAD 83(1986)-  35 39 05.     (N)    103 02 28.     (W)     SCALED    
 FM0478* NAVD 88     -      1272.287  (meters)    4174.16   (feet)  ADJUSTED  
 FM0478  ___________________________________________________________________
 FM0478  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 FM0478  DYNAMIC HT  -        1270.782 (meters)    4169.22  (feet)  COMP
 FM0478  MODELED GRAV-     979,405.8   (mgal)                       NAVD 88
 FM0478
 FM0478  VERT ORDER  -  FIRST     CLASS II
 FM0478
 FM0478.The horizontal coordinates were scaled from a topographic map and have
 FM0478.an estimated accuracy of +/- 6 seconds.
 FM0478
 FM0478.The orthometric height was determined by differential leveling
 FM0478.and adjusted by the National Geodetic Survey in June 1991..
 FM0478
 FM0478.The geoid height was determined by GEOID03.
 FM0478
 FM0478.The dynamic height is computed by dividing the NAVD 88
 FM0478.geopotential number by the normal gravity value computed on the
 FM0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0478.degrees latitude (g = 980.6199 gals.).
 FM0478
 FM0478.The modeled gravity was interpolated from observed gravity values.
 FM0478
 FM0478;                    North         East    Units  Estimated Accuracy
 FM0478;SPC TX N     - 1,184,290.       60,460.      MT  (+/- 180 meters Scaled)
 FM0478
 FM0478                          SUPERSEDED SURVEY CONTROL
 FM0478
 FM0478  NGVD 29 (??/??/92) 1271.712  (m)         4172.28   (f) ADJ UNCH    1 2
 FM0478
 FM0478.Superseded values are not recommended for survey control.
 FM0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0478.See file dsdata.txt to determine how the superseded data were derived.
 FM0478
 FM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV773470(NAD 83)
 FM0478_MARKER: DB = BENCH MARK DISK
 FM0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0478_STAMPING: A-234 1933
 FM0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0478+STABILITY: SURFACE MOTION
 FM0478
 FM0478  HISTORY     - Date     Condition        Report By
 FM0478  HISTORY     - 1933     MONUMENTED       CGS
 FM0478
 FM0478                          STATION DESCRIPTION
 FM0478
 FM0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0478'8.4 MI SW FROM ROMERO.
 FM0478'8.4 MILES SOUTH WEST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. AT
 FM0478'STATE LINE.  6 POLES NORTH EAST OF BRIDGE.  SET IN POST, 110 FEET
 FM0478'SOUTH EAST OF THE CENTER LINE OF THE TRACKS, AT CUT AND 2 FEET NORTH
 FM0478'WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0285 ***********************************************************************
 GL0285  DESIGNATION -  A 235
 GL0285  PID         -  GL0285
 GL0285  STATE/COUNTY-  TX/HARTLEY
 GL0285  USGS QUAD   -  DALHART WEST (1973)
 GL0285
 GL0285                         *CURRENT SURVEY CONTROL
 GL0285  ___________________________________________________________________
 GL0285* NAD 83(1986)-  36 03 03.     (N)    102 32 43.     (W)     SCALED    
 GL0285* NAVD 88     -      1203.297  (meters)    3947.82   (feet)  ADJUSTED  
 GL0285  ___________________________________________________________________
 GL0285  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 GL0285  DYNAMIC HT  -        1201.898 (meters)    3943.23  (feet)  COMP
 GL0285  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 GL0285
 GL0285  VERT ORDER  -  FIRST     CLASS II
 GL0285
 GL0285.The horizontal coordinates were scaled from a topographic map and have
 GL0285.an estimated accuracy of +/- 6 seconds.
 GL0285
 GL0285.The orthometric height was determined by differential leveling
 GL0285.and adjusted by the National Geodetic Survey in June 1991..
 GL0285
 GL0285.The geoid height was determined by GEOID03.
 GL0285
 GL0285.The dynamic height is computed by dividing the NAVD 88
 GL0285.geopotential number by the normal gravity value computed on the
 GL0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0285.degrees latitude (g = 980.6199 gals.).
 GL0285
 GL0285.The modeled gravity was interpolated from observed gravity values.
 GL0285
 GL0285;                    North         East    Units  Estimated Accuracy
 GL0285;SPC TX N     - 1,228,020.      105,820.      MT  (+/- 180 meters Scaled)
 GL0285
 GL0285                          SUPERSEDED SURVEY CONTROL
 GL0285
 GL0285.No superseded survey control is available for this station.
 GL0285
 GL0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV211923(NAD 83)
 GL0285_MARKER: DB = BENCH MARK DISK
 GL0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL0285_SP_SET: ABUTMENT
 GL0285_STAMPING: A-235 1933
 GL0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0285
 GL0285  HISTORY     - Date     Condition        Report By
 GL0285  HISTORY     - 1933     MONUMENTED       CGS
 GL0285  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0285  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0285
 GL0285                          STATION DESCRIPTION
 GL0285
 GL0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0285'1.5 MI SW FROM DALHART.
 GL0285'1.5 MILES SOUTH WEST OF THE COURTHOUSE.  ALONG THE ROCK ISLAND
 GL0285'RAILROAD.  AT STEEL BRIDGE NO. 5473.  9 POLES SOUTH WEST OF MILE POLE
 GL0285'NO. 547.  SET IN CONCRETE ABUTMENT, SOUTH EAST SIDE OF SOUTH WEST END.
 GL0285
 GL0285                          STATION RECOVERY (1973)
 GL0285
 GL0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0285'MARK NOT FOUND.
 GL0285
 GL0285                          STATION RECOVERY (1985)
 GL0285
 GL0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0285'THERE IS  ABOUT 4 INCHES OF NEW CONCRETE ON TOP OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0021 ***********************************************************************
 FM0021  DESIGNATION -  A 236
 FM0021  PID         -  FM0021
 FM0021  STATE/COUNTY-  TX/HARTLEY
 FM0021  USGS QUAD   -  CHANNING (1971)
 FM0021
 FM0021                         *CURRENT SURVEY CONTROL
 FM0021  ___________________________________________________________________
 FM0021* NAD 83(1986)-  35 40 54.     (N)    102 19 57.     (W)     SCALED    
 FM0021* NAVD 88     -      1159.364  (meters)    3803.68   (feet)  ADJUSTED  
 FM0021  ___________________________________________________________________
 FM0021  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 FM0021  DYNAMIC HT  -        1157.999 (meters)    3799.20  (feet)  COMP
 FM0021  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 FM0021
 FM0021  VERT ORDER  -  FIRST     CLASS II
 FM0021
 FM0021.The horizontal coordinates were scaled from a topographic map and have
 FM0021.an estimated accuracy of +/- 6 seconds.
 FM0021
 FM0021.The orthometric height was determined by differential leveling
 FM0021.and adjusted by the National Geodetic Survey in June 1991..
 FM0021.WARNING-Repeat measurements at this control monument indicate possible
 FM0021.vertical movement.
 FM0021
 FM0021.The geoid height was determined by GEOID03.
 FM0021
 FM0021.The dynamic height is computed by dividing the NAVD 88
 FM0021.geopotential number by the normal gravity value computed on the
 FM0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0021.degrees latitude (g = 980.6199 gals.).
 FM0021
 FM0021.The modeled gravity was interpolated from observed gravity values.
 FM0021
 FM0021;                    North         East    Units  Estimated Accuracy
 FM0021;SPC TX N     - 1,186,880.      124,650.      MT  (+/- 180 meters Scaled)
 FM0021
 FM0021                          SUPERSEDED SURVEY CONTROL
 FM0021
 FM0021  NGVD 29 (??/??/92) 1158.810  (m)         3801.86   (f) ADJ UNCH    1 2
 FM0021
 FM0021.Superseded values are not recommended for survey control.
 FM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0021.See file dsdata.txt to determine how the superseded data were derived.
 FM0021
 FM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV414519(NAD 83)
 FM0021_MARKER: DB = BENCH MARK DISK
 FM0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0021_SP_SET: SANDSTONE FLOOR
 FM0021_STAMPING: A-236 1933
 FM0021_MARK LOGO: CGS   
 FM0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FM0021+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 FM0021
 FM0021  HISTORY     - Date     Condition        Report By
 FM0021  HISTORY     - 1933     MONUMENTED       CGS
 FM0021  HISTORY     - 1943     GOOD             NGS
 FM0021  HISTORY     - 1985     GOOD             NGS
 FM0021  HISTORY     - 20020817 GOOD             INDIV
 FM0021
 FM0021                          STATION DESCRIPTION
 FM0021
 FM0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0021'IN CHANNING.
 FM0021'AT THE HARTLEY COUNTY COURT HOUSE.  SET IN FLOOR OF FRONT ENTRANCE.
 FM0021'NORTH SIDE BETWEEN TWO PILLARS.
 FM0021
 FM0021                          STATION RECOVERY (1943)
 FM0021
 FM0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0021'RECOVERED IN GOOD CONDITION.
 FM0021
 FM0021                          STATION RECOVERY (1985)
 FM0021
 FM0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0021'RECOVERED IN GOOD CONDITION.
 FM0021
 FM0021                          STATION RECOVERY (2002)
 FM0021
 FM0021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RGG)
 FM0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1076 ***********************************************************************
 FL1076  DESIGNATION -  A 237
 FL1076  PID         -  FL1076
 FL1076  STATE/COUNTY-  TX/POTTER
 FL1076  USGS QUAD   -  CLIFFSIDE (1973)
 FL1076
 FL1076                         *CURRENT SURVEY CONTROL
 FL1076  ___________________________________________________________________
 FL1076* NAD 83(1986)-  35 17 45.     (N)    101 57 41.     (W)     SCALED    
 FL1076* NAVD 88     -      1031.697  (meters)    3384.83   (feet)  ADJUSTED  
 FL1076  ___________________________________________________________________
 FL1076  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1076  DYNAMIC HT  -        1030.477 (meters)    3380.82  (feet)  COMP
 FL1076  MODELED GRAV-     979,416.6   (mgal)                       NAVD 88
 FL1076
 FL1076  VERT ORDER  -  FIRST     CLASS II
 FL1076
 FL1076.The horizontal coordinates were scaled from a topographic map and have
 FL1076.an estimated accuracy of +/- 6 seconds.
 FL1076
 FL1076.The orthometric height was determined by differential leveling
 FL1076.and adjusted by the National Geodetic Survey in June 1991..
 FL1076
 FL1076.The geoid height was determined by GEOID03.
 FL1076
 FL1076.The dynamic height is computed by dividing the NAVD 88
 FL1076.geopotential number by the normal gravity value computed on the
 FL1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1076.degrees latitude (g = 980.6199 gals.).
 FL1076
 FL1076.The modeled gravity was interpolated from observed gravity values.
 FL1076
 FL1076;                    North         East    Units  Estimated Accuracy
 FL1076;SPC TX N     - 1,143,850.      158,040.      MT  (+/- 180 meters Scaled)
 FL1076
 FL1076                          SUPERSEDED SURVEY CONTROL
 FL1076
 FL1076  NGVD 29 (??/??/92) 1031.204  (m)         3383.21   (f) ADJ UNCH    1 2
 FL1076
 FL1076.Superseded values are not recommended for survey control.
 FL1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1076.See file dsdata.txt to determine how the superseded data were derived.
 FL1076
 FL1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE307098(NAD 83)
 FL1076_MARKER: DB = BENCH MARK DISK
 FL1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1076_SP_SET: BRIDGE
 FL1076_STAMPING: A-237 1933
 FL1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1076
 FL1076  HISTORY     - Date     Condition        Report By
 FL1076  HISTORY     - 1933     MONUMENTED       CGS
 FL1076  HISTORY     - 1985     MARK NOT FOUND   NGS
 FL1076
 FL1076                          STATION DESCRIPTION
 FL1076
 FL1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FL1076'1.5 MI SE FROM GENTRY.
 FL1076'1.5 MILES SOUTHEAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FL1076'RAILROAD.  AT CONCRETE BRIDGE NO. 345-60, 17 POLES SOUTH EAST OF MILE
 FL1076'POLE NO. 346.  SET IN CONCRETE HEADWALL, NORTH EAST END OF THE SOUTH
 FL1076'WEST SIDE OF THE BRIDGE.
 FL1076
 FL1076                          STATION RECOVERY (1985)
 FL1076
 FL1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1076'THE DISK MAY BE STILL IN PLACE UNDER 4 ROWS OF SANDBAGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0037 ***********************************************************************
 GL0037  DESIGNATION -  A 238
 GL0037  PID         -  GL0037
 GL0037  STATE/COUNTY-  TX/SHERMAN
 GL0037  USGS QUAD   -  BRICKEL (1964)
 GL0037
 GL0037                         *CURRENT SURVEY CONTROL
 GL0037  ___________________________________________________________________
 GL0037* NAD 83(1986)-  36 17 54.     (N)    102 07 52.     (W)     SCALED    
 GL0037* NAVD 88     -      1132.822  (meters)    3716.60   (feet)  ADJUSTED  
 GL0037  ___________________________________________________________________
 GL0037  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 GL0037  DYNAMIC HT  -        1131.561 (meters)    3712.46  (feet)  COMP
 GL0037  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 GL0037
 GL0037  VERT ORDER  -  FIRST     CLASS II
 GL0037
 GL0037.The horizontal coordinates were scaled from a topographic map and have
 GL0037.an estimated accuracy of +/- 6 seconds.
 GL0037
 GL0037.The orthometric height was determined by differential leveling
 GL0037.and adjusted by the National Geodetic Survey in June 1991..
 GL0037
 GL0037.The geoid height was determined by GEOID03.
 GL0037
 GL0037.The dynamic height is computed by dividing the NAVD 88
 GL0037.geopotential number by the normal gravity value computed on the
 GL0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0037.degrees latitude (g = 980.6199 gals.).
 GL0037
 GL0037.The modeled gravity was interpolated from observed gravity values.
 GL0037
 GL0037;                    North         East    Units  Estimated Accuracy
 GL0037;SPC TX N     - 1,255,160.      143,310.      MT  (+/- 180 meters Scaled)
 GL0037
 GL0037                          SUPERSEDED SURVEY CONTROL
 GL0037
 GL0037.No superseded survey control is available for this station.
 GL0037
 GL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA576208(NAD 83)
 GL0037_MARKER: DB = BENCH MARK DISK
 GL0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0037_STAMPING: A-238, 1933
 GL0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0037+STABILITY: SURFACE MOTION
 GL0037
 GL0037  HISTORY     - Date     Condition        Report By
 GL0037  HISTORY     - 1933     MONUMENTED       CGS
 GL0037
 GL0037                          STATION DESCRIPTION
 GL0037
 GL0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0037'4.3 MI SW FROM STRATFORD.
 GL0037'4.3 MILES SOUTH WEST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GL0037'RAILROAD.  AT ROAD CROSSING, 18 POLES SOUTH WEST OF MILE POLE NO. 518,
 GL0037'SET IN POST, 45 FEET NORTH WEST OF THE CENTERLINE OF THE TRACKS AND 5
 GL0037'FEET SOUTH WEST OF POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0002 ***********************************************************************
 BQ0002  DESIGNATION -  A 24
 BQ0002  PID         -  BQ0002
 BQ0002  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0002  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0002
 BQ0002                         *CURRENT SURVEY CONTROL
 BQ0002  ___________________________________________________________________
 BQ0002* NAD 83(1986)-  30 35 12.     (N)    104 29 45.     (W)     SCALED    
 BQ0002* NAVD 88     -      1350.568  (meters)    4430.99   (feet)  POSTED    
 BQ0002  ___________________________________________________________________
 BQ0002  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BQ0002  DYNAMIC HT  -        1348.340 (meters)    4423.68  (feet)  COMP
 BQ0002  MODELED GRAV-     978,945.6   (mgal)                       NAVD 88
 BQ0002
 BQ0002  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BQ0002
 BQ0002.The horizontal coordinates were scaled from a topographic map and have
 BQ0002.an estimated accuracy of +/- 6 seconds.
 BQ0002
 BQ0002.The orthometric height was determined by differential leveling
 BQ0002.and adjusted by the National Geodetic Survey in 1992..
 BQ0002.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BQ0002.rate of 0.0 thru 1.0 mm/km.
 BQ0002
 BQ0002.The geoid height was determined by GEOID03.
 BQ0002
 BQ0002.The dynamic height is computed by dividing the NAVD 88
 BQ0002.geopotential number by the normal gravity value computed on the
 BQ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0002.degrees latitude (g = 980.6199 gals.).
 BQ0002
 BQ0002.The modeled gravity was interpolated from observed gravity values.
 BQ0002
 BQ0002;                    North         East    Units  Estimated Accuracy
 BQ0002;SPC TX C     - 3,109,460.      300,890.      MT  (+/- 180 meters Scaled)
 BQ0002
 BQ0002                          SUPERSEDED SURVEY CONTROL
 BQ0002
 BQ0002.No superseded survey control is available for this station.
 BQ0002
 BQ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP483839(NAD 83)
 BQ0002_MARKER: DB = BENCH MARK DISK
 BQ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0002_STAMPING: A 24 1917 4429.34
 BQ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0002+STABILITY: SURFACE MOTION
 BQ0002
 BQ0002  HISTORY     - Date     Condition        Report By
 BQ0002  HISTORY     - 1917     MONUMENTED       CGS
 BQ0002  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0002
 BQ0002                          STATION DESCRIPTION
 BQ0002
 BQ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 BQ0002'IN VALENTINE.
 BQ0002'AT VALENTINE, JEFF DAVIS COUNTY, ON THE SOUTHERN PACIFIC RAILROAD, 2
 BQ0002'TELEGRAPH POLES EAST OF MILEPOST 668, ABOUT 200 FEET WEST OF THE VAN
 BQ0002'NOY LUNCH ROOM, AND ABOUT 115 FEET NORTH OF THE TRACK.  A STANDARD
 BQ0002'DISK SET IN THE TOP OF A CONCRETE POST.
 BQ0002
 BQ0002                          STATION RECOVERY (1996)
 BQ0002
 BQ0002'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0003 ***********************************************************************
 BQ0003  DESIGNATION -  A 24 RESET 1943
 BQ0003  PID         -  BQ0003
 BQ0003  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0003  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0003
 BQ0003                         *CURRENT SURVEY CONTROL
 BQ0003  ___________________________________________________________________
 BQ0003* NAD 83(1986)-  30 35 12.     (N)    104 29 46.     (W)     SCALED    
 BQ0003* NAVD 88     -      1350.511  (meters)    4430.80   (feet)  ADJUSTED  
 BQ0003  ___________________________________________________________________
 BQ0003  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BQ0003  DYNAMIC HT  -        1348.284 (meters)    4423.50  (feet)  COMP
 BQ0003  MODELED GRAV-     978,945.6   (mgal)                       NAVD 88
 BQ0003
 BQ0003  VERT ORDER  -  SECOND    CLASS 0
 BQ0003
 BQ0003.The horizontal coordinates were scaled from a topographic map and have
 BQ0003.an estimated accuracy of +/- 6 seconds.
 BQ0003
 BQ0003.The orthometric height was determined by differential leveling
 BQ0003.and adjusted by the National Geodetic Survey in June 1991..
 BQ0003
 BQ0003.The geoid height was determined by GEOID03.
 BQ0003
 BQ0003.The dynamic height is computed by dividing the NAVD 88
 BQ0003.geopotential number by the normal gravity value computed on the
 BQ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0003.degrees latitude (g = 980.6199 gals.).
 BQ0003
 BQ0003.The modeled gravity was interpolated from observed gravity values.
 BQ0003
 BQ0003;                    North         East    Units  Estimated Accuracy
 BQ0003;SPC TX C     - 3,109,460.      300,860.      MT  (+/- 180 meters Scaled)
 BQ0003
 BQ0003                          SUPERSEDED SURVEY CONTROL
 BQ0003
 BQ0003  NGVD 29 (??/??/92) 1349.93   (m)         4428.9    (f) COMPUTED    2 0
 BQ0003
 BQ0003.Superseded values are not recommended for survey control.
 BQ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0003.See file dsdata.txt to determine how the superseded data were derived.
 BQ0003
 BQ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP483839(NAD 83)
 BQ0003_MARKER: DB = BENCH MARK DISK
 BQ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0003_STAMPING: ELEV. 4429.243 FT A 24 1917 RESET
 BQ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0003+STABILITY: SURFACE MOTION
 BQ0003
 BQ0003  HISTORY     - Date     Condition        Report By
 BQ0003  HISTORY     - 1943     MONUMENTED       CGS
 BQ0003  HISTORY     - 1957     GOOD             NGS
 BQ0003  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0003  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0003
 BQ0003                          STATION DESCRIPTION
 BQ0003
 BQ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0003'IN VALENTINE.
 BQ0003'AT VALENTINE, JEFF DAVIS COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0003'ABOUT 190 FEET NORTHWEST OF THE INTERSTATE LUNCH ROOM, 74 FEET
 BQ0003'SOUTHEAST OF THE FOURTH POLE SOUTHEAST OF MILEPOST 668, 88.5 FEET
 BQ0003'NORTHEAST OF THE NORTHEAST RAIL, AND 34 FEET SOUTHWEST OF THE CENTER
 BQ0003'LINE OF U.S. HIGHWAY 90.  A STANDARD DISK, STAMPED ELEV. 4429.243 FT A
 BQ0003'24 1917 RESET AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 BQ0003'INCHES ABOVE GROUND.
 BQ0003
 BQ0003                          STATION RECOVERY (1966)
 BQ0003
 BQ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0003'MARK NOT FOUND.
 BQ0003
 BQ0003                          STATION RECOVERY (1996)
 BQ0003
 BQ0003'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0829 ***********************************************************************
 BZ0829  DESIGNATION -  A 240
 BZ0829  PID         -  BZ0829
 BZ0829  STATE/COUNTY-  TX/BELL
 BZ0829  USGS QUAD   -  BELTON (1993)
 BZ0829
 BZ0829                         *CURRENT SURVEY CONTROL
 BZ0829  ___________________________________________________________________
 BZ0829* NAD 83(1986)-  31 02 47.     (N)    097 28 06.     (W)     SCALED    
 BZ0829* NAVD 88     -       178.139  (meters)     584.44   (feet)  ADJUSTED  
 BZ0829  ___________________________________________________________________
 BZ0829  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BZ0829  DYNAMIC HT  -         177.903 (meters)     583.67  (feet)  COMP
 BZ0829  MODELED GRAV-     979,312.3   (mgal)                       NAVD 88
 BZ0829
 BZ0829  VERT ORDER  -  FIRST     CLASS II
 BZ0829
 BZ0829.The horizontal coordinates were scaled from a topographic map and have
 BZ0829.an estimated accuracy of +/- 6 seconds.
 BZ0829
 BZ0829.The orthometric height was determined by differential leveling
 BZ0829.and adjusted by the National Geodetic Survey in June 1991..
 BZ0829
 BZ0829.The geoid height was determined by GEOID03.
 BZ0829
 BZ0829.The dynamic height is computed by dividing the NAVD 88
 BZ0829.geopotential number by the normal gravity value computed on the
 BZ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0829.degrees latitude (g = 980.6199 gals.).
 BZ0829
 BZ0829.The modeled gravity was interpolated from observed gravity values.
 BZ0829
 BZ0829;                    North         East    Units  Estimated Accuracy
 BZ0829;SPC TX C     - 3,156,470.      973,430.      MT  (+/- 180 meters Scaled)
 BZ0829
 BZ0829                          SUPERSEDED SURVEY CONTROL
 BZ0829
 BZ0829  NGVD 29 (??/??/92)  178.074  (m)          584.23   (f) ADJ UNCH    1 2
 BZ0829
 BZ0829.Superseded values are not recommended for survey control.
 BZ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0829.See file dsdata.txt to determine how the superseded data were derived.
 BZ0829
 BZ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV461357(NAD 83)
 BZ0829_MARKER: DB = BENCH MARK DISK
 BZ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0829_STAMPING: A 240 1953
 BZ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0829+STABILITY: SURFACE MOTION
 BZ0829
 BZ0829  HISTORY     - Date     Condition        Report By
 BZ0829  HISTORY     - 1953     MONUMENTED       CGS
 BZ0829  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0829  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0829  HISTORY     - 20020112 MARK NOT FOUND   USPSQD
 BZ0829  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0829
 BZ0829                          STATION DESCRIPTION
 BZ0829
 BZ0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0829'0.8 MI SW FROM BELTON.
 BZ0829'0.8 MILE SOUTHWEST ALONG U. S. HIGHWAY 190 FROM THE POST OFFICE AT
 BZ0829'BELTON, BELL COUNTY, AT THE JUNCTION OF A DIRT STREET LEADING NORTH,
 BZ0829'63 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 41 FEET EAST OF THE
 BZ0829'CENTERLINE OF THE DIRT STREET, 7 FEET EAST OF A POLE, AND 2.5 FEET
 BZ0829'EAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 BZ0829'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 BZ0829
 BZ0829                          STATION RECOVERY (1965)
 BZ0829
 BZ0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0829'MARK NOT FOUND.
 BZ0829
 BZ0829                          STATION RECOVERY (1983)
 BZ0829
 BZ0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0829'MARK NOT FOUND.
 BZ0829
 BZ0829                          STATION RECOVERY (2002)
 BZ0829
 BZ0829'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ0829'MAJOR EARTHWORK WAS DONE QUITE A FEW YEARS AGO FOR A HIGHWAY
 BZ0829'INTERSECTION ON THIS SPOT.  MARK WAS MOST LIKELY DESTROYED AT THAT
 BZ0829'TIME.
 BZ0829
 BZ0829                          STATION RECOVERY (2003)
 BZ0829
 BZ0829'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0291 ***********************************************************************
 GL0291  DESIGNATION -  A 241
 GL0291  PID         -  GL0291
 GL0291  STATE/COUNTY-  TX/DALLAM
 GL0291  USGS QUAD   -  COLDWATER EAST (1973)
 GL0291
 GL0291                         *CURRENT SURVEY CONTROL
 GL0291  ___________________________________________________________________
 GL0291* NAD 83(1986)-  36 29 01.     (N)    102 32 19.     (W)     SCALED    
 GL0291* NAVD 88     -      1251.106  (meters)    4104.67   (feet)  ADJUSTED  
 GL0291  ___________________________________________________________________
 GL0291  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 GL0291  DYNAMIC HT  -        1249.710 (meters)    4100.09  (feet)  COMP
 GL0291  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 GL0291
 GL0291  VERT ORDER  -  FIRST     CLASS II
 GL0291
 GL0291.The horizontal coordinates were scaled from a topographic map and have
 GL0291.an estimated accuracy of +/- 6 seconds.
 GL0291
 GL0291.The orthometric height was determined by differential leveling
 GL0291.and adjusted by the National Geodetic Survey in June 1991..
 GL0291
 GL0291.The geoid height was determined by GEOID03.
 GL0291
 GL0291.The dynamic height is computed by dividing the NAVD 88
 GL0291.geopotential number by the normal gravity value computed on the
 GL0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0291.degrees latitude (g = 980.6199 gals.).
 GL0291
 GL0291.The modeled gravity was interpolated from observed gravity values.
 GL0291
 GL0291;                    North         East    Units  Estimated Accuracy
 GL0291;SPC TX N     - 1,276,030.      106,920.      MT  (+/- 180 meters Scaled)
 GL0291
 GL0291                          SUPERSEDED SURVEY CONTROL
 GL0291
 GL0291.No superseded survey control is available for this station.
 GL0291
 GL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA204404(NAD 83)
 GL0291_MARKER: DB = BENCH MARK DISK
 GL0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0291_SP_SET: MONUMENT
 GL0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0291
 GL0291  HISTORY     - Date     Condition        Report By
 GL0291  HISTORY     - UNK      MONUMENTED       CGS
 GL0291  HISTORY     - 1934     GOOD             NGS
 GL0291  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0291  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0291
 GL0291                          STATION DESCRIPTION
 GL0291
 GL0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0291'20.2 MI S FROM BOISE CITY, OKLA.
 GL0291'20.2 MILES SOUTH BY HIGHWAY.  FROM COUNTY COURTHOUSE LOCATED ALONG THE
 GL0291'R. OF W. OF STATE HIGHWAY NO. 41.  73 FT. WEST OF CENTER LINE OF
 GL0291'HIGHWAY 29 FT. NORTH OF SECTION LINE FENCE.  31 FT. SOUTH OF TEL.,
 GL0291'POLE.  NOTE-- OLD TEXAS HIGHWAY 41 IS NOW US HIGHWAY 385.  THE ROAD
 GL0291'HAS BEEN WIDENED.
 GL0291
 GL0291                          STATION RECOVERY (1973)
 GL0291
 GL0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0291'MARK NOT FOUND.
 GL0291
 GL0291                          STATION RECOVERY (1985)
 GL0291
 GL0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0291'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0257 ***********************************************************************
 GL0257  DESIGNATION -  A 242
 GL0257  PID         -  GL0257
 GL0257  STATE/COUNTY-  TX/DALLAM
 GL0257  USGS QUAD   -  PERICO (1973)
 GL0257
 GL0257                         *CURRENT SURVEY CONTROL
 GL0257  ___________________________________________________________________
 GL0257* NAD 83(1986)-  36 15 14.     (N)    102 49 42.     (W)     SCALED    
 GL0257* NAVD 88     -      1322.000  (meters)    4337.26   (feet)  ADJUSTED  
 GL0257  ___________________________________________________________________
 GL0257  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 GL0257  DYNAMIC HT  -        1320.461 (meters)    4332.21  (feet)  COMP
 GL0257  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 GL0257
 GL0257  VERT ORDER  -  FIRST     CLASS II
 GL0257
 GL0257.The horizontal coordinates were scaled from a topographic map and have
 GL0257.an estimated accuracy of +/- 6 seconds.
 GL0257
 GL0257.The orthometric height was determined by differential leveling
 GL0257.and adjusted by the National Geodetic Survey in June 1991..
 GL0257
 GL0257.The geoid height was determined by GEOID03.
 GL0257
 GL0257.The dynamic height is computed by dividing the NAVD 88
 GL0257.geopotential number by the normal gravity value computed on the
 GL0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0257.degrees latitude (g = 980.6199 gals.).
 GL0257
 GL0257.The modeled gravity was interpolated from observed gravity values.
 GL0257
 GL0257;                    North         East    Units  Estimated Accuracy
 GL0257;SPC TX N     - 1,250,850.       80,620.      MT  (+/- 180 meters Scaled)
 GL0257
 GL0257                          SUPERSEDED SURVEY CONTROL
 GL0257
 GL0257.No superseded survey control is available for this station.
 GL0257
 GL0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA951142(NAD 83)
 GL0257_MARKER: DB = BENCH MARK DISK
 GL0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0257_STAMPING: A 242 1934
 GL0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0257+STABILITY: SURFACE MOTION
 GL0257
 GL0257  HISTORY     - Date     Condition        Report By
 GL0257  HISTORY     - 1934     MONUMENTED       CGS
 GL0257  HISTORY     - 1956     GOOD             NGS
 GL0257
 GL0257                          STATION DESCRIPTION
 GL0257
 GL0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GL0257'2.6 MI SE FROM PERICO.
 GL0257'2.6 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0257'THE STATION SIGN AT PERICO, 0.2 MILE NORTHWEST OF A SMALL KNOLL, 195
 GL0257'FEET WEST OF THE NORTHWEST END OF THE HEADWALL OF A CONCRETE CULVERT
 GL0257'UNDER U.S. HIGHWAY 87, 101 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GL0257'HIGHWAY, 46.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 37.6 FEET
 GL0257'NORTHWEST OF A TELEPHONE POLE, 38 FEET NORTHEAST OF MILEPOST 439, 1.5
 GL0257'FEET SOUTHEAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS,
 GL0257'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 GL0257'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0438 ***********************************************************************
 EM0438  DESIGNATION -  A 243
 EM0438  PID         -  EM0438
 EM0438  STATE/COUNTY-  TX/HARDEMAN
 EM0438  USGS QUAD   -  ELDORADO (1984)
 EM0438
 EM0438                         *CURRENT SURVEY CONTROL
 EM0438  ___________________________________________________________________
 EM0438* NAD 83(1986)-  34 23 57.     (N)    099 44 16.     (W)     SCALED    
 EM0438* NAVD 88     -       449.891  (meters)    1476.02   (feet)  ADJUSTED  
 EM0438  ___________________________________________________________________
 EM0438  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 EM0438  DYNAMIC HT  -         449.387 (meters)    1474.36  (feet)  COMP
 EM0438  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 EM0438
 EM0438  VERT ORDER  -  SECOND    CLASS 0
 EM0438
 EM0438.The horizontal coordinates were scaled from a topographic map and have
 EM0438.an estimated accuracy of +/- 6 seconds.
 EM0438
 EM0438.The orthometric height was determined by differential leveling
 EM0438.and adjusted by the National Geodetic Survey in June 1991..
 EM0438
 EM0438.The geoid height was determined by GEOID03.
 EM0438
 EM0438.The dynamic height is computed by dividing the NAVD 88
 EM0438.geopotential number by the normal gravity value computed on the
 EM0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0438.degrees latitude (g = 980.6199 gals.).
 EM0438
 EM0438.The modeled gravity was interpolated from observed gravity values.
 EM0438
 EM0438;                    North         East    Units  Estimated Accuracy
 EM0438;SPC TXNC     - 2,303,710.      486,170.      MT  (+/- 180 meters Scaled)
 EM0438
 EM0438                          SUPERSEDED SURVEY CONTROL
 EM0438
 EM0438  NGVD 29 (??/??/92)  449.709  (m)         1475.42   (f) ADJ UNCH    2 0
 EM0438
 EM0438.Superseded values are not recommended for survey control.
 EM0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0438.See file dsdata.txt to determine how the superseded data were derived.
 EM0438
 EM0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD321066(NAD 83)
 EM0438_MARKER: DB = BENCH MARK DISK
 EM0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0438_STAMPING: A 243 1934
 EM0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0438+STABILITY: SURFACE MOTION
 EM0438
 EM0438  HISTORY     - Date     Condition        Report By
 EM0438  HISTORY     - 1934     MONUMENTED       CGS
 EM0438  HISTORY     - 1958     GOOD             NGS
 EM0438  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 EM0438
 EM0438                          STATION DESCRIPTION
 EM0438
 EM0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0438'7.2 MI N FROM QUANAH.
 EM0438'7.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0438'STATION AT QUANAH, HARDEMAN COUNTY, 0.15 MILE NORTH OF THE STATION
 EM0438'SIGN AT CARNES, 50 FEET NORTH OF MILEPOST 717, 48 FEET WEST OF THE
 EM0438'WEST RAIL, 51 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 16, AND AT
 EM0438'THE HIGHWAY AND RAILROAD RIGHT-OF-WAY LINE.  A  STANDARD DISK, STAMPED
 EM0438'A 243 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK WAS
 EM0438'RECOVERED 2-1/2 FEET EAST OF A CONCRETE RIGHT-OF-WAY POST.
 EM0438
 EM0438                          STATION RECOVERY (1984)
 EM0438
 EM0438'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 EM0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0350 ***********************************************************************
 EM0350  DESIGNATION -  A 244
 EM0350  PID         -  EM0350
 EM0350  STATE/COUNTY-  TX/WILBARGER
 EM0350  USGS QUAD   -  DAVIDSON (1985)
 EM0350
 EM0350                         *CURRENT SURVEY CONTROL
 EM0350  ___________________________________________________________________
 EM0350* NAD 83(1986)-  34 11 59.     (N)    099 05 58.     (W)     SCALED    
 EM0350* NAVD 88     -       343.282  (meters)    1126.25   (feet)  ADJUSTED  
 EM0350  ___________________________________________________________________
 EM0350  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EM0350  DYNAMIC HT  -         342.900 (meters)    1125.00  (feet)  COMP
 EM0350  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 EM0350
 EM0350  VERT ORDER  -  SECOND    CLASS 0
 EM0350
 EM0350.The horizontal coordinates were scaled from a topographic map and have
 EM0350.an estimated accuracy of +/- 6 seconds.
 EM0350
 EM0350.The orthometric height was determined by differential leveling
 EM0350.and adjusted by the National Geodetic Survey in June 1991..
 EM0350
 EM0350.The geoid height was determined by GEOID03.
 EM0350
 EM0350.The dynamic height is computed by dividing the NAVD 88
 EM0350.geopotential number by the normal gravity value computed on the
 EM0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0350.degrees latitude (g = 980.6199 gals.).
 EM0350
 EM0350.The modeled gravity was interpolated from observed gravity values.
 EM0350
 EM0350;                    North         East    Units  Estimated Accuracy
 EM0350;SPC TXNC     - 2,281,070.      544,750.      MT  (+/- 180 meters Scaled)
 EM0350
 EM0350                          SUPERSEDED SURVEY CONTROL
 EM0350
 EM0350  NGVD 29 (??/??/92)  343.15   (m)         1125.8    (f) COMPUTED    2 0
 EM0350
 EM0350.Superseded values are not recommended for survey control.
 EM0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0350.See file dsdata.txt to determine how the superseded data were derived.
 EM0350
 EM0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC908843(NAD 83)
 EM0350_MARKER: DB = BENCH MARK DISK
 EM0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0350_STAMPING: A-244 1934
 EM0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0350+STABILITY: SURFACE MOTION
 EM0350
 EM0350  HISTORY     - Date     Condition        Report By
 EM0350  HISTORY     - 1934     MONUMENTED       CGS
 EM0350  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0350
 EM0350                          STATION DESCRIPTION
 EM0350
 EM0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0350'3.4 MI S FROM DAVIDSON.
 EM0350'3.4 MILES SOUTH OF DAVIDSON ST. L. AND S. F. RR DEPOT ABOUT 50 FEET
 EM0350'NORTHEAST OF ST. LOUIS AND SANFRANCISCO RAILROAD MILEPOST 777.6 IN THE
 EM0350'FENCE LINE.  100 FEET NORTHEAST OF THE TRACK.
 EM0350
 EM0350                          STATION RECOVERY (1957)
 EM0350
 EM0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 EM0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0883 ***********************************************************************
 DN0883  DESIGNATION -  A 245
 DN0883  PID         -  DN0883
 DN0883  STATE/COUNTY-  TX/MONTAGUE
 DN0883  USGS QUAD   -  NOCONA (1982)
 DN0883
 DN0883                         *CURRENT SURVEY CONTROL
 DN0883  ___________________________________________________________________
 DN0883* NAD 83(1986)-  33 47 17.     (N)    097 43 34.     (W)     SCALED    
 DN0883* NAVD 88     -       301.163  (meters)     988.07   (feet)  ADJUSTED  
 DN0883  ___________________________________________________________________
 DN0883  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DN0883  DYNAMIC HT  -         300.840 (meters)     987.01  (feet)  COMP
 DN0883  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 DN0883
 DN0883  VERT ORDER  -  SECOND    CLASS 0
 DN0883
 DN0883.The horizontal coordinates were scaled from a topographic map and have
 DN0883.an estimated accuracy of +/- 6 seconds.
 DN0883
 DN0883.The orthometric height was determined by differential leveling
 DN0883.and adjusted by the National Geodetic Survey in June 1991..
 DN0883
 DN0883.The geoid height was determined by GEOID03.
 DN0883
 DN0883.The dynamic height is computed by dividing the NAVD 88
 DN0883.geopotential number by the normal gravity value computed on the
 DN0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0883.degrees latitude (g = 980.6199 gals.).
 DN0883
 DN0883.The modeled gravity was interpolated from observed gravity values.
 DN0883
 DN0883;                    North         East    Units  Estimated Accuracy
 DN0883;SPC TXNC     - 2,235,510.      671,670.      MT  (+/- 180 meters Scaled)
 DN0883
 DN0883                          SUPERSEDED SURVEY CONTROL
 DN0883
 DN0883  NGVD 29 (??/??/92)  301.072  (m)          987.77   (f) ADJ UNCH    2 0
 DN0883
 DN0883.Superseded values are not recommended for survey control.
 DN0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0883.See file dsdata.txt to determine how the superseded data were derived.
 DN0883
 DN0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC179393(NAD 83)
 DN0883_MARKER: DB = BENCH MARK DISK
 DN0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0883_SP_SET: CONCRETE BASE
 DN0883_STAMPING: 987.767 A 245 1934
 DN0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0883
 DN0883  HISTORY     - Date     Condition        Report By
 DN0883  HISTORY     - 1934     MONUMENTED       CGS
 DN0883  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN0883
 DN0883                          STATION DESCRIPTION
 DN0883
 DN0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0883'IN NOCONA.
 DN0883'AT NOCONA, MONTAGUE COUNTY, ABOUT 1 BLOCK NORTH OF THE
 DN0883'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, AT THE CITY WATER TANK, IN
 DN0883'THE TOP OF THE CONCRETE BASE OF THE SOUTHEAST LEG, AND ABOUT 1 FOOT
 DN0883'ABOVE THE GROUND.  A STANDARD DISK, STAMPED 987.767 A 245 1934.
 DN0883
 DN0883                          STATION RECOVERY (1995)
 DN0883
 DN0883'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0476 ***********************************************************************
 DN0476  DESIGNATION -  A 246
 DN0476  PID         -  DN0476
 DN0476  STATE/COUNTY-  TX/GRAYSON
 DN0476  USGS QUAD   -  SADLER (1982)
 DN0476
 DN0476                         *CURRENT SURVEY CONTROL
 DN0476  ___________________________________________________________________
 DN0476* NAD 83(1986)-  33 41 51.     (N)    096 49 01.     (W)     SCALED    
 DN0476* NAVD 88     -       198.889  (meters)     652.52   (feet)  ADJUSTED  
 DN0476  ___________________________________________________________________
 DN0476  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DN0476  DYNAMIC HT  -         198.678 (meters)     651.83  (feet)  COMP
 DN0476  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 DN0476
 DN0476  VERT ORDER  -  SECOND    CLASS 0
 DN0476
 DN0476.The horizontal coordinates were scaled from a topographic map and have
 DN0476.an estimated accuracy of +/- 6 seconds.
 DN0476
 DN0476.The orthometric height was determined by differential leveling
 DN0476.and adjusted by the National Geodetic Survey in June 1991..
 DN0476
 DN0476.The geoid height was determined by GEOID03.
 DN0476
 DN0476.The dynamic height is computed by dividing the NAVD 88
 DN0476.geopotential number by the normal gravity value computed on the
 DN0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0476.degrees latitude (g = 980.6199 gals.).
 DN0476
 DN0476.The modeled gravity was interpolated from observed gravity values.
 DN0476
 DN0476;                    North         East    Units  Estimated Accuracy
 DN0476;SPC TXNC     - 2,226,460.      756,020.      MT  (+/- 180 meters Scaled)
 DN0476
 DN0476                          SUPERSEDED SURVEY CONTROL
 DN0476
 DN0476  NGVD 29 (??/??/92)  198.857  (m)          652.42   (f) ADJ UNCH    2 0
 DN0476
 DN0476.Superseded values are not recommended for survey control.
 DN0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0476.See file dsdata.txt to determine how the superseded data were derived.
 DN0476
 DN0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC023307(NAD 83)
 DN0476_MARKER: DB = BENCH MARK DISK
 DN0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0476_STAMPING: A 246 1934
 DN0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0476+STABILITY: SURFACE MOTION
 DN0476
 DN0476  HISTORY     - Date     Condition        Report By
 DN0476  HISTORY     - 1934     MONUMENTED       CGS
 DN0476  HISTORY     - 1955     MARK NOT FOUND   USGS
 DN0476
 DN0476                          STATION DESCRIPTION
 DN0476
 DN0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0476'2.1 MI NE FROM SADLER.
 DN0476'ABOUT 2.1 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0476'TEXAS FROM THE STATION AT SADLER, GRAYSON COUNTY, ABOUT 4 POLES EAST
 DN0476'OF A STEEL BRIDGE AT MILEPOST 680, AT A ROAD CROSSING, ABOUT 20 FEET
 DN0476'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 15 FEET SOUTH OF THE TRACK,
 DN0476'AND IN A FENCE LINE.  A STANDARD DISK, STAMPED A 246 1934 AND SET IN
 DN0476'THE TOP OF A CONCRETE POST.
 DN0476
 DN0476                          STATION RECOVERY (1955)
 DN0476
 DN0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DN0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0336 ***********************************************************************
 FM0336  DESIGNATION -  A 248 RESET 1970
 FM0336  PID         -  FM0336
 FM0336  STATE/COUNTY-  TX/POTTER
 FM0336  USGS QUAD   -  WILDORADO (1984)
 FM0336
 FM0336                         *CURRENT SURVEY CONTROL
 FM0336  ___________________________________________________________________
 FM0336* NAD 83(1986)-  35 12 19.     (N)    102 08 56.     (W)     SCALED    
 FM0336* NAVD 88     -      1188.29   (meters)    3898.6    (feet)  RESET     
 FM0336  ___________________________________________________________________
 FM0336  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 FM0336
 FM0336  VERT ORDER  -  THIRD
 FM0336
 FM0336.The horizontal coordinates were scaled from a topographic map and have
 FM0336.an estimated accuracy of +/- 6 seconds.
 FM0336
 FM0336.The orthometric height was computed from unverified reset data.
 FM0336
 FM0336.The geoid height was determined by GEOID03.
 FM0336
 FM0336;                    North         East    Units  Estimated Accuracy
 FM0336;SPC TX N     - 1,133,900.      140,920.      MT  (+/- 180 meters Scaled)
 FM0336
 FM0336                          SUPERSEDED SURVEY CONTROL
 FM0336
 FM0336.No superseded survey control is available for this station.
 FM0336
 FM0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU595995(NAD 83)
 FM0336_MARKER: DB = BENCH MARK DISK
 FM0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0336_STAMPING: A 248 RESET 1970
 FM0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0336+STABILITY: SURFACE MOTION
 FM0336
 FM0336  HISTORY     - Date     Condition        Report By
 FM0336  HISTORY     - 1970     MONUMENTED       NGS
 FM0336
 FM0336                          STATION DESCRIPTION
 FM0336
 FM0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FM0336'3.05 MI E FROM WILDORADO.
 FM0336'ABOUT 3.05 MILES EAST ON INTERSTATE 40 FROM THE POST OFFICE IN
 FM0336'WILDORADO TO SITE OF BENCH MARK, OR 5.15 MILES WEST ALONG THE
 FM0336'INTERSTATE FROM THE BUSHLAND ELEVATOR TO SITE OF BENCH MARK, ABOUT 100
 FM0336'YARDS NORTH OF THE HIGHWAY, 40.5 FEET NORTH OF THE NORTH RAIL OF THE
 FM0336'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 260 FEET WEST OF THE CENTER
 FM0336'OF A ROAD LEADING NORTH, 54 FEET SOUTH OF THE RAILROAD RIGHT-OF-WAY
 FM0336'FENCE AND 4 FEET WEST OF MILE POST 779.  A C AND GS BENCH MARK DISK
 FM0336'SET IN A 10 X 10 INCHES CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 FM0336'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0337 ***********************************************************************
 BP0337  DESIGNATION -  A 25
 BP0337  PID         -  BP0337
 BP0337  STATE/COUNTY-  TX/PRESIDIO
 BP0337  USGS QUAD   -  PAISANO (1972)
 BP0337
 BP0337                         *CURRENT SURVEY CONTROL
 BP0337  ___________________________________________________________________
 BP0337* NAD 83(1986)-  30 16 28.     (N)    103 51 15.     (W)     SCALED    
 BP0337* NAVD 88     -      1511.168  (meters)    4957.89   (feet)  POSTED    
 BP0337  ___________________________________________________________________
 BP0337  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 BP0337  DYNAMIC HT  -        1508.650 (meters)    4949.63  (feet)  COMP
 BP0337  MODELED GRAV-     978,923.4   (mgal)                       NAVD 88
 BP0337
 BP0337  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0337
 BP0337.The horizontal coordinates were scaled from a topographic map and have
 BP0337.an estimated accuracy of +/- 6 seconds.
 BP0337
 BP0337.The orthometric height was determined by differential leveling
 BP0337.and adjusted by the National Geodetic Survey in 1992..
 BP0337.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0337.rate of 1.1 thru 2.0 mm/km.
 BP0337
 BP0337.The geoid height was determined by GEOID03.
 BP0337
 BP0337.The dynamic height is computed by dividing the NAVD 88
 BP0337.geopotential number by the normal gravity value computed on the
 BP0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0337.degrees latitude (g = 980.6199 gals.).
 BP0337
 BP0337.The modeled gravity was interpolated from observed gravity values.
 BP0337
 BP0337;                    North         East    Units  Estimated Accuracy
 BP0337;SPC TXSC     - 4,280,240.      133,070.      MT  (+/- 180 meters Scaled)
 BP0337
 BP0337                          SUPERSEDED SURVEY CONTROL
 BP0337
 BP0337.No superseded survey control is available for this station.
 BP0337
 BP0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP102497(NAD 83)
 BP0337_MARKER: DB = BENCH MARK DISK
 BP0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0337_STAMPING: ELEV. 4956.115 FT A 25 1917
 BP0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0337+STABILITY: SURFACE MOTION
 BP0337
 BP0337  HISTORY     - Date     Condition        Report By
 BP0337  HISTORY     - 1917     MONUMENTED       CGS
 BP0337  HISTORY     - 1957     GOOD             NGS
 BP0337  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0337
 BP0337                          STATION DESCRIPTION
 BP0337
 BP0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0337'4.0 MI E FROM NOPAL.
 BP0337'ABOUT 4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM NOPAL
 BP0337'SIDING, PRESIDIO COUNTY, AT MILEPOST 622, AND ABOUT 70 FEET NORTH OF
 BP0337'THE TRACK.  A STANDARD DISK, STAMPED ELEV. 4956.115 FT A 25 1917. AND
 BP0337'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 BP0337'GROUND.
 BP0337
 BP0337                          STATION RECOVERY (1966)
 BP0337
 BP0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2018 ***********************************************************************
 BY2018  DESIGNATION -  A 250
 BY2018  PID         -  BY2018
 BY2018  STATE/COUNTY-  TX/LEON
 BY2018  USGS QUAD   -  KEECHI (1964)
 BY2018
 BY2018                         *CURRENT SURVEY CONTROL
 BY2018  ___________________________________________________________________
 BY2018* NAD 83(1986)-  31 33 42.     (N)    095 54 11.     (W)     SCALED    
 BY2018* NAVD 88     -       107.671  (meters)     353.25   (feet)  ADJUSTED  
 BY2018  ___________________________________________________________________
 BY2018  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BY2018  DYNAMIC HT  -         107.539 (meters)     352.82  (feet)  COMP
 BY2018  MODELED GRAV-     979,414.2   (mgal)                       NAVD 88
 BY2018
 BY2018  VERT ORDER  -  FIRST     CLASS II
 BY2018
 BY2018.The horizontal coordinates were scaled from a topographic map and have
 BY2018.an estimated accuracy of +/- 6 seconds.
 BY2018
 BY2018.The orthometric height was determined by differential leveling
 BY2018.and adjusted by the National Geodetic Survey in June 1991..
 BY2018
 BY2018.The geoid height was determined by GEOID03.
 BY2018
 BY2018.The dynamic height is computed by dividing the NAVD 88
 BY2018.geopotential number by the normal gravity value computed on the
 BY2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2018.degrees latitude (g = 980.6199 gals.).
 BY2018
 BY2018.The modeled gravity was interpolated from observed gravity values.
 BY2018
 BY2018;                    North         East    Units  Estimated Accuracy
 BY2018;SPC TX C     - 3,218,450.    1,120,470.      MT  (+/- 180 meters Scaled)
 BY2018
 BY2018                          SUPERSEDED SURVEY CONTROL
 BY2018
 BY2018  NGVD 29 (??/??/92)  107.645  (m)          353.17   (f) ADJ UNCH    1 2
 BY2018
 BY2018.Superseded values are not recommended for survey control.
 BY2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2018.See file dsdata.txt to determine how the superseded data were derived.
 BY2018
 BY2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ244955(NAD 83)
 BY2018_MARKER: DB = BENCH MARK DISK
 BY2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2018_STAMPING: A 250 1952
 BY2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2018+STABILITY: SURFACE MOTION
 BY2018
 BY2018  HISTORY     - Date     Condition        Report By
 BY2018  HISTORY     - 1952     MONUMENTED       CGS
 BY2018  HISTORY     - 1980     GOOD             NGS
 BY2018
 BY2018                          STATION DESCRIPTION
 BY2018
 BY2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2018'4.5 MI NE FROM KEECHI.
 BY2018'2.9 MILES NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2018'RAILROAD FROM THE STATION SIGN AT KEECHI, THENCE 1.6 MILES NORTHEAST
 BY2018'ALONG U.S. HIGHWAY 79, 162 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY2018'HIGHWAY, AT A ROADSIDE PARK, 20.3 FEET SOUTHWEST OF THE NORTHEAST
 BY2018'CORNER OF PARK, 1 FOOT SOUTHEAST OF A FENCE, 3 FEET SOUTHWEST OF A
 BY2018'WITNESS POST, 0.9 MILE SOUTHWEST OF BENCH MARK H 899, SET IN THE TOP
 BY2018'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BY2018
 BY2018                          STATION RECOVERY (1980)
 BY2018
 BY2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1087 ***********************************************************************
 BY1087  DESIGNATION -  A 251
 BY1087  PID         -  BY1087
 BY1087  STATE/COUNTY-  TX/NACOGDOCHES
 BY1087  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1087
 BY1087                         *CURRENT SURVEY CONTROL
 BY1087  ___________________________________________________________________
 BY1087* NAD 83(1986)-  31 43 09.     (N)    094 40 45.     (W)     SCALED    
 BY1087* NAVD 88     -       161.324  (meters)     529.28   (feet)  ADJUSTED  
 BY1087  ___________________________________________________________________
 BY1087  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BY1087  DYNAMIC HT  -         161.126 (meters)     528.63  (feet)  COMP
 BY1087  MODELED GRAV-     979,410.7   (mgal)                       NAVD 88
 BY1087
 BY1087  VERT ORDER  -  FIRST     CLASS II
 BY1087
 BY1087.The horizontal coordinates were scaled from a topographic map and have
 BY1087.an estimated accuracy of +/- 6 seconds.
 BY1087
 BY1087.The orthometric height was determined by differential leveling
 BY1087.and adjusted by the National Geodetic Survey in June 1991..
 BY1087
 BY1087.The geoid height was determined by GEOID03.
 BY1087
 BY1087.The dynamic height is computed by dividing the NAVD 88
 BY1087.geopotential number by the normal gravity value computed on the
 BY1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1087.degrees latitude (g = 980.6199 gals.).
 BY1087
 BY1087.The modeled gravity was interpolated from observed gravity values.
 BY1087
 BY1087;                    North         East    Units  Estimated Accuracy
 BY1087;SPC TX C     - 3,241,150.    1,235,650.      MT  (+/- 180 meters Scaled)
 BY1087
 BY1087                          SUPERSEDED SURVEY CONTROL
 BY1087
 BY1087  NGVD 29 (??/??/92)  161.358  (m)          529.39   (f) ADJ UNCH    1 2
 BY1087
 BY1087.Superseded values are not recommended for survey control.
 BY1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1087.See file dsdata.txt to determine how the superseded data were derived.
 BY1087
 BY1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR409105(NAD 83)
 BY1087_MARKER: DB = BENCH MARK DISK
 BY1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1087_STAMPING: A 251 1952
 BY1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1087+STABILITY: SURFACE MOTION
 BY1087
 BY1087  HISTORY     - Date     Condition        Report By
 BY1087  HISTORY     - 1952     MONUMENTED       CGS
 BY1087
 BY1087                          STATION DESCRIPTION
 BY1087
 BY1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1087'8.2 MI NW FROM NACOGDOCHES.
 BY1087'8.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1087'STATION AT NACOGDOCHES, AT A PRIVATE ROAD CROSSING, 8 POLES SOUTHEAST
 BY1087'OF MILEPOST 160, 36 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 33 FEET WEST
 BY1087'OF THE CENTER OF A GATE, 18 FEET SOUTHWEST OF A FENCE, 6 FEET
 BY1087'NORTHWEST OF A TELEGRAPH POLE, 2 FEET NORTHWEST OF A WITNESS POST, SET
 BY1087'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FEET ABOVE THE
 BY1087'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0776 ***********************************************************************
 FL0776  DESIGNATION -  A 253
 FL0776  PID         -  FL0776
 FL0776  STATE/COUNTY-  TX/HUTCHINSON
 FL0776  USGS QUAD   -  STINNETT (1978)
 FL0776
 FL0776                         *CURRENT SURVEY CONTROL
 FL0776  ___________________________________________________________________
 FL0776* NAD 83(1986)-  35 49 29.     (N)    101 26 08.     (W)     SCALED    
 FL0776* NAVD 88     -       968.128  (meters)    3176.27   (feet)  ADJUSTED  
 FL0776  ___________________________________________________________________
 FL0776  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FL0776  DYNAMIC HT  -         967.032 (meters)    3172.67  (feet)  COMP
 FL0776  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 FL0776
 FL0776  VERT ORDER  -  SECOND    CLASS 0
 FL0776
 FL0776.The horizontal coordinates were scaled from a topographic map and have
 FL0776.an estimated accuracy of +/- 6 seconds.
 FL0776
 FL0776.The orthometric height was determined by differential leveling
 FL0776.and adjusted by the National Geodetic Survey in June 1991..
 FL0776
 FL0776.The geoid height was determined by GEOID03.
 FL0776
 FL0776.The dynamic height is computed by dividing the NAVD 88
 FL0776.geopotential number by the normal gravity value computed on the
 FL0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0776.degrees latitude (g = 980.6199 gals.).
 FL0776
 FL0776.The modeled gravity was interpolated from observed gravity values.
 FL0776
 FL0776;                    North         East    Units  Estimated Accuracy
 FL0776;SPC TX N     - 1,202,430.      205,820.      MT  (+/- 180 meters Scaled)
 FL0776
 FL0776                          SUPERSEDED SURVEY CONTROL
 FL0776
 FL0776  NGVD 29 (??/??/92)  967.658  (m)         3174.72   (f) ADJ UNCH    2 0
 FL0776
 FL0776.Superseded values are not recommended for survey control.
 FL0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0776.See file dsdata.txt to determine how the superseded data were derived.
 FL0776
 FL0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE799672(NAD 83)
 FL0776_MARKER: DB = BENCH MARK DISK
 FL0776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0776_SP_SET: FOUNDATION
 FL0776_STAMPING: A-253 1934
 FL0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0776
 FL0776  HISTORY     - Date     Condition        Report By
 FL0776  HISTORY     - 1934     MONUMENTED       CGS
 FL0776  HISTORY     - 1953     GOOD             USGS
 FL0776
 FL0776                          STATION DESCRIPTION
 FL0776
 FL0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0776'IN STINNETT.
 FL0776'18 FEET WEST OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILROAD
 FL0776'TRACK, ON EAST FACE OF NORTHEAST CORNER OF RAILWAY STATION, 18 INCHES
 FL0776'ABOVE THE GROUND.
 FL0776
 FL0776                          STATION RECOVERY (1953)
 FL0776
 FL0776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0297 ***********************************************************************
 GK0297  DESIGNATION -  A 254
 GK0297  PID         -  GK0297
 GK0297  STATE/COUNTY-  TX/HANSFORD
 GK0297  USGS QUAD   -  BERNSTEIN (1974)
 GK0297
 GK0297                         *CURRENT SURVEY CONTROL
 GK0297  ___________________________________________________________________
 GK0297* NAD 83(1986)-  36 26 10.     (N)    101 20 29.     (W)     SCALED    
 GK0297* NAVD 88     -       949.997  (meters)    3116.78   (feet)  ADJUSTED  
 GK0297  ___________________________________________________________________
 GK0297  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GK0297  DYNAMIC HT  -         948.991 (meters)    3113.48  (feet)  COMP
 GK0297  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 GK0297
 GK0297  VERT ORDER  -  SECOND    CLASS 0
 GK0297
 GK0297.The horizontal coordinates were scaled from a topographic map and have
 GK0297.an estimated accuracy of +/- 6 seconds.
 GK0297
 GK0297.The orthometric height was determined by differential leveling
 GK0297.and adjusted by the National Geodetic Survey in June 1991..
 GK0297
 GK0297.The geoid height was determined by GEOID03.
 GK0297
 GK0297.The dynamic height is computed by dividing the NAVD 88
 GK0297.geopotential number by the normal gravity value computed on the
 GK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0297.degrees latitude (g = 980.6199 gals.).
 GK0297
 GK0297.The modeled gravity was interpolated from observed gravity values.
 GK0297
 GK0297;                    North         East    Units  Estimated Accuracy
 GK0297;SPC TX N     - 1,270,280.      214,220.      MT  (+/- 180 meters Scaled)
 GK0297
 GK0297                          SUPERSEDED SURVEY CONTROL
 GK0297
 GK0297  NGVD 29 (??/??/92)  949.550  (m)         3115.32   (f) ADJ UNCH    2 0
 GK0297
 GK0297.Superseded values are not recommended for survey control.
 GK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0297.See file dsdata.txt to determine how the superseded data were derived.
 GK0297
 GK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF901348(NAD 83)
 GK0297_MARKER: DB = BENCH MARK DISK
 GK0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0297_STAMPING: A-254 1934
 GK0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0297+STABILITY: SURFACE MOTION
 GK0297
 GK0297  HISTORY     - Date     Condition        Report By
 GK0297  HISTORY     - 1934     MONUMENTED       CGS
 GK0297  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0297
 GK0297                          STATION DESCRIPTION
 GK0297
 GK0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0297'4.6 MI SW FROM HITCHLAND.
 GK0297'4.6 MILES SOUTHWEST OF C. RI. AND G. RR. STATION AT HITCHLAND 35 FEET
 GK0297'NORTHWEST OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILWAY
 GK0297'TRACK. ON OPPOSITE SIDE OF TRACK OF MILE POLE 103 AND FIVE POLES
 GK0297'NORTHEAST.  NOTE-- POLES MISSING.
 GK0297
 GK0297                          STATION RECOVERY (1973)
 GK0297
 GK0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0052 ***********************************************************************
 GK0052  FBN         -  This is a Federal Base Network Control Station.
 GK0052  DESIGNATION -  A 256
 GK0052  PID         -  GK0052
 GK0052  STATE/COUNTY-  TX/LIPSCOMB
 GK0052  USGS QUAD   -  DARROUZETT (1972)
 GK0052
 GK0052                         *CURRENT SURVEY CONTROL
 GK0052  ___________________________________________________________________
 GK0052* NAD 83(1993)-  36 26 33.94917(N)    100 19 21.29723(W)     ADJUSTED  
 GK0052* NAVD 88     -       775.383  (meters)    2543.90   (feet)  ADJUSTED  
 GK0052  ___________________________________________________________________
 GK0052  X           -    -920,600.883 (meters)                     COMP
 GK0052  Y           -  -5,054,414.523 (meters)                     COMP
 GK0052  Z           -   3,768,271.107 (meters)                     COMP
 GK0052  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 GK0052  ELLIP HEIGHT-         747.54  (meters)          (05/01/00) GPS OBS
 GK0052  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GK0052  DYNAMIC HT  -         774.593 (meters)    2541.31  (feet)  COMP
 GK0052  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 GK0052
 GK0052  HORZ ORDER  -  B
 GK0052  VERT ORDER  -  SECOND    CLASS 0
 GK0052  ELLP ORDER  -  THIRD     CLASS I
 GK0052
 GK0052.The horizontal coordinates were established by GPS observations
 GK0052.and adjusted by the National Geodetic Survey in May 1994..
 GK0052
 GK0052.The orthometric height was determined by differential leveling
 GK0052.and adjusted by the National Geodetic Survey in June 1991..
 GK0052
 GK0052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK0052
 GK0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0052
 GK0052.The ellipsoidal height was determined by GPS observations
 GK0052.and is referenced to NAD 83.
 GK0052
 GK0052.The geoid height was determined by GEOID03.
 GK0052
 GK0052.The dynamic height is computed by dividing the NAVD 88
 GK0052.geopotential number by the normal gravity value computed on the
 GK0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0052.degrees latitude (g = 980.6199 gals.).
 GK0052
 GK0052.The modeled gravity was interpolated from observed gravity values.
 GK0052
 GK0052;                    North         East     Units Scale Factor Converg.
 GK0052;SPC TX N     - 1,271,638.112   305,568.690   MT  1.00007084   +0 40 56.5
 GK0052;SPC TX N     - 4,172,032.71  1,002,519.94   sFT  1.00007084   +0 40 56.5
 GK0052;UTM  14      - 4,033,871.990   381,465.528   MT  0.99977311   -0 47 08.6
 GK0052
 GK0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0052!SPC TX N     -   0.99988269  x   1.00007084  =   0.99995353
 GK0052!UTM  14      -   0.99988269  x   0.99977311  =   0.99965583
 GK0052
 GK0052                          SUPERSEDED SURVEY CONTROL
 GK0052
 GK0052  ELLIP H (05/09/94)  747.52   (m)                       GP(       ) 4 2
 GK0052  NAD 83(1986)-  36 26 33.95690(N)    100 19 21.28639(W) AD(       ) 3
 GK0052  NAD 27      -  36 26 33.83964(N)    100 19 19.80127(W) AD(       ) 3
 GK0052  NAVD 88 (05/09/94)  775.38   (m)         2543.9    (f) LEVELING    3  
 GK0052  NGVD 29 (??/??/92)  775.069  (m)         2542.87   (f) ADJ UNCH    2 0
 GK0052
 GK0052.Superseded values are not recommended for survey control.
 GK0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0052.See file dsdata.txt to determine how the superseded data were derived.
 GK0052
 GK0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF8146633872(NAD 83)
 GK0052_MARKER: DB = BENCH MARK DISK
 GK0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0052_SP_SET: CONCRETE POST
 GK0052_STAMPING: A 256 1934
 GK0052_MARK LOGO: CGS   
 GK0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0052+STABILITY: SURFACE MOTION
 GK0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0052+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1999
 GK0052
 GK0052  HISTORY     - Date     Condition        Report By
 GK0052  HISTORY     - 1934     MONUMENTED       CGS
 GK0052  HISTORY     - 1988     GOOD             NGS
 GK0052  HISTORY     - 19930224 GOOD             NGS
 GK0052  HISTORY     - 19980126 GOOD             NGS
 GK0052  HISTORY     - 19991109 GOOD             NGS
 GK0052  HISTORY     - 20000302 GOOD             TXDOT
 GK0052
 GK0052                          STATION DESCRIPTION
 GK0052
 GK0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0052'IN DARROUZETT.
 GK0052'AT DARROUZETT 450 FEET EAST OF PANHANDLE AND SANTA FE STATION, 99 FEET
 GK0052'NORTH OF CENTER-LINE OF ROAD, 37 FEET SOUTH OF NEAREST RAIL OF MAIN
 GK0052'TRACK, 30 FEET EAST OF CENTERLINE OF ROAD CROSSING TRACK.
 GK0052
 GK0052                          STATION RECOVERY (1988)
 GK0052
 GK0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK0052'STATION IS LOCATED IN THE SOUTHEAST SECTION OF DARROUZETT, ABOUT 0.3
 GK0052'KM (0.2 MI) SOUTH OF STATE HIGHWAY 15, IN THE SOUTHEAST ANGLE OF
 GK0052'JUNCTION OF RAILROAD TRACK AND PAVED STREET.  OWNERSHIP--SANTE FE
 GK0052'RAILROAD, PO BOX 509, AMARILLO, TX 79179, PHONE 806-379-3708.
 GK0052'
 GK0052'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND FM
 GK0052'2172 IN DARROUZETT, GO SOUTH ON FM 2172 (MAIN STREET) FOR 0.3 KM
 GK0052'(0.2 MI) TO A T-ROAD.  TURN LEFT, EAST, ON SANTE FE AVENUE FOR 0.2
 GK0052'KM (0.15 MI) TO A T-ROAD.  TURN RIGHT, SOUTH, ON BIRCH STREET FOR
 GK0052'0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 GK0052'
 GK0052'THE STATION IS A STANDARD CGS DISK
 GK0052'STAMPED---A 256 1934---,
 GK0052'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 GK0052'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 GK0052'6.2 METERS (20.3 FT) SOUTH FROM THE RAIL OF SIDE TRACK,
 GK0052'8.1 METERS (26.6 FT) EAST FROM THE STREET CENTER,
 GK0052'0.3 METERS (1.0 FT) ABOVE THE STREET, AND
 GK0052'0.5 METERS (1.6 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 GK0052'
 GK0052'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS
 GK0052'
 GK0052'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK0052'
 GK0052'DESCRIBED BY G.R. HEID, RECOVERED BY J.N. LEONHARDT.
 GK0052
 GK0052                          STATION RECOVERY (1993)
 GK0052
 GK0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GK0052'STATION IS LOCATED ALONG THE SOUTHEAST EDGE OF DARROUZETT, IN THE
 GK0052'SOUTHEAST ANGLE OF THE JUNCTION OF A PAVED STREET AND A RAILROAD
 GK0052'CROSSING, IN WEEDS, ON RAILROAD RIGHT-OF-WAY.  OWNERSHIP--SANTA FE
 GK0052'RAILROAD.
 GK0052'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 15 AND FARM ROAD 2172 IN
 GK0052'DARROUZETT, GO SOUTH ON ROAD 2172 (MAIN STREET) FOR 0.30 KM
 GK0052'(0.20 MI) TO A T-INTERSECTION.  TURN LEFT, EAST, ON SANTA FE AVENUE
 GK0052'FOR 0.24 KM (0.15 MI) TO A T-INTERSECTION.  TURN RIGHT, SOUTH, ON
 GK0052'BIRCH STREET FOR 0.08 KM (0.05 MI) TO THE RAILROAD TRACK AND THE
 GK0052'STATION ON THE LEFT.
 GK0052'STATION MARK IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST
 GK0052'PROJECTING 2 CM ABOVE GROUND.  IT IS 8.3 M (27.2 FT) EAST OF, AND
 GK0052'SLIGHTLY HIGHER THAN THE STREET CENTER, 10.3 M (33.8 FT) SOUTH OF THE
 GK0052'SOUTH RAIL OF THE MAIN TRACK, 0.5 M (1.6 FT) SOUTHEAST OF A METAL
 GK0052'WITNESS POST, 22.5 M (73.8 FT) NORTH-NORTHWEST OF A UTILITY POLE WITH
 GK0052'TRANSFORMER, AND 26.3 M (86.3 FT) NORTH OF THE CENTER OF OKLAHOMA
 GK0052'AVENUE (DIRT) LEADING EAST.
 GK0052
 GK0052                          STATION RECOVERY (1998)
 GK0052
 GK0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 GK0052'RECOVERED AS DESCRIBED.  BY R.G. HAYES
 GK0052
 GK0052                          STATION RECOVERY (1999)
 GK0052
 GK0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GK0052'RECOVERED AS DESCRIBED.
 GK0052
 GK0052                          STATION RECOVERY (2000)
 GK0052
 GK0052'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 GK0052'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0369 ***********************************************************************
 BZ0369  DESIGNATION -  A 258
 BZ0369  PID         -  BZ0369
 BZ0369  STATE/COUNTY-  TX/LEON
 BZ0369  USGS QUAD   -  JEWETT (1982)
 BZ0369
 BZ0369                         *CURRENT SURVEY CONTROL
 BZ0369  ___________________________________________________________________
 BZ0369* NAD 83(1986)-  31 21 33.     (N)    096 09 45.     (W)     SCALED    
 BZ0369* NAVD 88     -       141.801  (meters)     465.23   (feet)  ADJUSTED  
 BZ0369  ___________________________________________________________________
 BZ0369  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BZ0369  DYNAMIC HT  -         141.625 (meters)     464.65  (feet)  COMP
 BZ0369  MODELED GRAV-     979,399.7   (mgal)                       NAVD 88
 BZ0369
 BZ0369  VERT ORDER  -  FIRST     CLASS II
 BZ0369
 BZ0369.The horizontal coordinates were scaled from a topographic map and have
 BZ0369.an estimated accuracy of +/- 6 seconds.
 BZ0369
 BZ0369.The orthometric height was determined by differential leveling
 BZ0369.and adjusted by the National Geodetic Survey in June 1991..
 BZ0369
 BZ0369.The geoid height was determined by GEOID03.
 BZ0369
 BZ0369.The dynamic height is computed by dividing the NAVD 88
 BZ0369.geopotential number by the normal gravity value computed on the
 BZ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0369.degrees latitude (g = 980.6199 gals.).
 BZ0369
 BZ0369.The modeled gravity was interpolated from observed gravity values.
 BZ0369
 BZ0369;                    North         East    Units  Estimated Accuracy
 BZ0369;SPC TX C     - 3,195,060.    1,096,700.      MT  (+/- 180 meters Scaled)
 BZ0369
 BZ0369                          SUPERSEDED SURVEY CONTROL
 BZ0369
 BZ0369  NGVD 29 (??/??/92)  141.772  (m)          465.13   (f) ADJ UNCH    1 2
 BZ0369
 BZ0369.Superseded values are not recommended for survey control.
 BZ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0369.See file dsdata.txt to determine how the superseded data were derived.
 BZ0369
 BZ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV699728(NAD 83)
 BZ0369_MARKER: DB = BENCH MARK DISK
 BZ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0369_STAMPING: A 258 1952
 BZ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0369+STABILITY: SURFACE MOTION
 BZ0369
 BZ0369  HISTORY     - Date     Condition        Report By
 BZ0369  HISTORY     - 1952     MONUMENTED       CGS
 BZ0369  HISTORY     - 1980     POOR             NGS
 BZ0369
 BZ0369                          STATION DESCRIPTION
 BZ0369
 BZ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0369'1.65 MI NW FROM JEWETT.
 BZ0369'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JEWETT STATE BANK
 BZ0369'AT JEWETT, THENCE 0.9 MILE NORTHWEST ALONG FARM ROAD 39, AT A ROAD
 BZ0369'INTERSECTION, 118 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD,
 BZ0369'53 FEET SOUTHEAST OF THE CENTER LINE OF THE CROSS ROAD, 31 FEET
 BZ0369'SOUTHEAST OF A TELEPHONE POLE, 10 FEET SOUTHEAST OF THE CENTER OF A
 BZ0369'WIRE GATE, 2 FEET SOUTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A WITNESS
 BZ0369'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BZ0369'THE GROUND.
 BZ0369
 BZ0369                          STATION RECOVERY (1980)
 BZ0369
 BZ0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0369'NOTE-MARK TILTED, NOT SUITABLE FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0581 ***********************************************************************
 BZ0581  DESIGNATION -  A 259
 BZ0581  PID         -  BZ0581
 BZ0581  STATE/COUNTY-  TX/HILL
 BZ0581  USGS QUAD   -  HUBBARD (1978)
 BZ0581
 BZ0581                         *CURRENT SURVEY CONTROL
 BZ0581  ___________________________________________________________________
 BZ0581* NAD 83(1986)-  31 50 11.     (N)    096 47 05.     (W)     SCALED    
 BZ0581* NAVD 88     -       173.68   (+/-2cm)     569.8    (feet)  VERTCON   
 BZ0581  ___________________________________________________________________
 BZ0581  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BZ0581
 BZ0581  VERT ORDER  -  FIRST     CLASS II (See Below)
 BZ0581
 BZ0581.The horizontal coordinates were scaled from a topographic map and have
 BZ0581.an estimated accuracy of +/- 6 seconds.
 BZ0581
 BZ0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0581.The vertical order pertains to the NGVD 29 superseded value.
 BZ0581
 BZ0581.The geoid height was determined by GEOID03.
 BZ0581
 BZ0581;                    North         East    Units  Estimated Accuracy
 BZ0581;SPC TXNC     - 2,020,150.      762,380.      MT  (+/- 180 meters Scaled)
 BZ0581
 BZ0581                          SUPERSEDED SURVEY CONTROL
 BZ0581
 BZ0581  NGVD 29 (??/??/92)  173.62   (m)          569.6    (f) COMPUTED    1 2
 BZ0581
 BZ0581.Superseded values are not recommended for survey control.
 BZ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0581.See file dsdata.txt to determine how the superseded data were derived.
 BZ0581
 BZ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA096244(NAD 83)
 BZ0581_MARKER: DB = BENCH MARK DISK
 BZ0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0581_SP_SET: CULVERT
 BZ0581_STAMPING: A 259 1952
 BZ0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0581
 BZ0581  HISTORY     - Date     Condition        Report By
 BZ0581  HISTORY     - 1952     MONUMENTED       CGS
 BZ0581  HISTORY     - 1958     GOOD             NGS
 BZ0581  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0581
 BZ0581                          STATION DESCRIPTION
 BZ0581
 BZ0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0581'0.85 MI SE FROM HUBBARD.
 BZ0581'0.85 MILE SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE ST. LOUIS AND
 BZ0581'SOUTHWESTERN RAILROAD STATION AT HUBBARD, 20 FEET SOUTH OF THE CENTER
 BZ0581'LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH
 BZ0581'HEADWALL OF A CONCRETE CULVERT.
 BZ0581
 BZ0581                          STATION RECOVERY (1958)
 BZ0581
 BZ0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BZ0581'RECOVERED IN GOOD CONDITION.
 BZ0581
 BZ0581                          STATION RECOVERY (1995)
 BZ0581
 BZ0581'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0582 ***********************************************************************
 BZ0582  DESIGNATION -  A 259 RESET 1958
 BZ0582  PID         -  BZ0582
 BZ0582  STATE/COUNTY-  TX/HILL
 BZ0582  USGS QUAD   -  HUBBARD (1978)
 BZ0582
 BZ0582                         *CURRENT SURVEY CONTROL
 BZ0582  ___________________________________________________________________
 BZ0582* NAD 83(1986)-  31 50 11.     (N)    096 47 05.     (W)     SCALED    
 BZ0582* NAVD 88     -       172.99   (+/-2cm)     567.6    (feet)  VERTCON   
 BZ0582  ___________________________________________________________________
 BZ0582  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BZ0582
 BZ0582  VERT ORDER  -  THIRD (See Below)
 BZ0582
 BZ0582.The horizontal coordinates were scaled from a topographic map and have
 BZ0582.an estimated accuracy of +/- 6 seconds.
 BZ0582
 BZ0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0582.The vertical order pertains to the NGVD 29 superseded value.
 BZ0582
 BZ0582.The geoid height was determined by GEOID03.
 BZ0582
 BZ0582;                    North         East    Units  Estimated Accuracy
 BZ0582;SPC TXNC     - 2,020,150.      762,380.      MT  (+/- 180 meters Scaled)
 BZ0582
 BZ0582                          SUPERSEDED SURVEY CONTROL
 BZ0582
 BZ0582  NGVD 29 (??/??/??)  172.93   (m)          567.4    (f) RESET       3  
 BZ0582
 BZ0582.Superseded values are not recommended for survey control.
 BZ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0582.See file dsdata.txt to determine how the superseded data were derived.
 BZ0582
 BZ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA096244(NAD 83)
 BZ0582_MARKER: DB = BENCH MARK DISK
 BZ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0582_STAMPING: A 259 RESET 1958
 BZ0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0582+STABILITY: SURFACE MOTION
 BZ0582
 BZ0582  HISTORY     - Date     Condition        Report By
 BZ0582  HISTORY     - 1958     MONUMENTED       CGS
 BZ0582  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0582  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0582  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0582  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 BZ0582
 BZ0582                          STATION DESCRIPTION
 BZ0582
 BZ0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ0582'0.8 MI SE FROM HUBBARD.
 BZ0582'ABOUT 0.8 MILE SOUTHEAST ALONG HIGHWAY NO. 171 FROM THE DEPOT AND
 BZ0582'RAILROAD CROSSING IN HUBBARD, HILL COUNTY, ABOUT 100 YARDS SOUTH OF A
 BZ0582'CULVERT, 10 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE OF THE HIGHWAY
 BZ0582'AND IN A BRUSHY PASTURE AREA.  A STANDARD DISK, STAMPED A 259 RESET
 BZ0582'1958, SET IN A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 BZ0582
 BZ0582                          STATION RECOVERY (1980)
 BZ0582
 BZ0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0582'MARK NOT FOUND.
 BZ0582
 BZ0582                          STATION RECOVERY (1995)
 BZ0582
 BZ0582'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0582'MARK NOT FOUND.
 BZ0582
 BZ0582                          STATION RECOVERY (2002)
 BZ0582
 BZ0582'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0582'MARK NOT FOUND.
 BZ0582
 BZ0582                          STATION RECOVERY (2003)
 BZ0582
 BZ0582'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0594 ***********************************************************************
 GK0594  DESIGNATION -  A 260
 GK0594  PID         -  GK0594
 GK0594  STATE/COUNTY-  TX/SHERMAN
 GK0594  USGS QUAD   -  CAPPS SWITCH NW (1974)
 GK0594
 GK0594                         *CURRENT SURVEY CONTROL
 GK0594  ___________________________________________________________________
 GK0594* NAD 83(1986)-  36 08 02.     (N)    101 38 58.     (W)     SCALED    
 GK0594* NAVD 88     -      1027.331  (meters)    3370.50   (feet)  ADJUSTED  
 GK0594  ___________________________________________________________________
 GK0594  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 GK0594  DYNAMIC HT  -        1026.191 (meters)    3366.76  (feet)  COMP
 GK0594  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 GK0594
 GK0594  VERT ORDER  -  SECOND    CLASS 0
 GK0594
 GK0594.The horizontal coordinates were scaled from a topographic map and have
 GK0594.an estimated accuracy of +/- 6 seconds.
 GK0594
 GK0594.The orthometric height was determined by differential leveling
 GK0594.and adjusted by the National Geodetic Survey in June 1991..
 GK0594
 GK0594.The geoid height was determined by GEOID03.
 GK0594
 GK0594.The dynamic height is computed by dividing the NAVD 88
 GK0594.geopotential number by the normal gravity value computed on the
 GK0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0594.degrees latitude (g = 980.6199 gals.).
 GK0594
 GK0594.The modeled gravity was interpolated from observed gravity values.
 GK0594
 GK0594;                    North         East    Units  Estimated Accuracy
 GK0594;SPC TX N     - 1,236,750.      186,550.      MT  (+/- 180 meters Scaled)
 GK0594
 GK0594                          SUPERSEDED SURVEY CONTROL
 GK0594
 GK0594  NGVD 29 (??/??/92) 1026.854  (m)         3368.94   (f) ADJ UNCH    2 0
 GK0594
 GK0594.Superseded values are not recommended for survey control.
 GK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0594.See file dsdata.txt to determine how the superseded data were derived.
 GK0594
 GK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF615020(NAD 83)
 GK0594_MARKER: DB = BENCH MARK DISK
 GK0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0594_STAMPING: A 260 1952
 GK0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0594+STABILITY: SURFACE MOTION
 GK0594
 GK0594  HISTORY     - Date     Condition        Report By
 GK0594  HISTORY     - 1952     MONUMENTED       CGS
 GK0594
 GK0594                          STATION DESCRIPTION
 GK0594
 GK0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0594'15.4 MI NW FROM MORSE.
 GK0594'5.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GK0594'FROM THE STATION AT MORSE, THENCE 9.6 MILES WEST ALONG A DIRT ROAD,
 GK0594'THENCE 0.8 MILE NORTH ALOG A DIRT ROAD, 0.1 MILE SOUTHEAST OF A TRIPLE
 GK0594'24 INCH PIPE CULVERT, 72 FEET EAST OF THE CENTER LINE OF THE ROAD, 85
 GK0594'FEET NORTH OF A POWER POLE, 1.4 FEET WEST OF A FENCE, 2 FEET NORTH OF
 GK0594'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GK0594'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0310 ***********************************************************************
 EM0310  DESIGNATION -  A 261
 EM0310  PID         -  EM0310
 EM0310  STATE/COUNTY-  TX/WILBARGER
 EM0310  USGS QUAD   -  LOCKETT (1990)
 EM0310
 EM0310                         *CURRENT SURVEY CONTROL
 EM0310  ___________________________________________________________________
 EM0310* NAD 83(1986)-  34 07 24.     (N)    099 16 48.     (W)     SCALED    
 EM0310* NAVD 88     -       365.275  (meters)    1198.41   (feet)  ADJUSTED  
 EM0310  ___________________________________________________________________
 EM0310  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0310  DYNAMIC HT  -         364.864 (meters)    1197.06  (feet)  COMP
 EM0310  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 EM0310
 EM0310  VERT ORDER  -  SECOND    CLASS 0
 EM0310
 EM0310.The horizontal coordinates were scaled from a topographic map and have
 EM0310.an estimated accuracy of +/- 6 seconds.
 EM0310
 EM0310.The orthometric height was determined by differential leveling
 EM0310.and adjusted by the National Geodetic Survey in June 1991..
 EM0310
 EM0310.The geoid height was determined by GEOID03.
 EM0310
 EM0310.The dynamic height is computed by dividing the NAVD 88
 EM0310.geopotential number by the normal gravity value computed on the
 EM0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0310.degrees latitude (g = 980.6199 gals.).
 EM0310
 EM0310.The modeled gravity was interpolated from observed gravity values.
 EM0310
 EM0310;                    North         East    Units  Estimated Accuracy
 EM0310;SPC TXNC     - 2,272,710.      528,040.      MT  (+/- 180 meters Scaled)
 EM0310
 EM0310                          SUPERSEDED SURVEY CONTROL
 EM0310
 EM0310  NGVD 29 (??/??/92)  365.136  (m)         1197.95   (f) ADJ UNCH    2 0
 EM0310
 EM0310.Superseded values are not recommended for survey control.
 EM0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0310.See file dsdata.txt to determine how the superseded data were derived.
 EM0310
 EM0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC741758(NAD 83)
 EM0310_MARKER: DB = BENCH MARK DISK
 EM0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0310_STAMPING: A 261 1934
 EM0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0310+STABILITY: SURFACE MOTION
 EM0310
 EM0310  HISTORY     - Date     Condition        Report By
 EM0310  HISTORY     - 1934     MONUMENTED       CGS
 EM0310  HISTORY     - 1957     GOOD             NGS
 EM0310  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0310
 EM0310                          STATION DESCRIPTION
 EM0310
 EM0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0310'1.7 MI S FROM VERNON.
 EM0310'1.7 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM VERNON, WILBARGER COUNTY,
 EM0310'0.2 MILE NORTH OF A CONCRETE BRIDGE, AT THE VAUGHN FARMHOUSE, 45 FEET
 EM0310'WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET INSIDE THE RIGHT-OF-WAY
 EM0310'FENCE, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE FARMHOUSE IS
 EM0310'GONE.  MARK IS ABOUT 1 FOOT EAST OF WEST RIGHT OF WAY FENCE.
 EM0310
 EM0310                          STATION RECOVERY (1984)
 EM0310
 EM0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0715 ***********************************************************************
 CT0715  DESIGNATION -  A 262
 CT0715  PID         -  CT0715
 CT0715  STATE/COUNTY-  TX/JONES
 CT0715  USGS QUAD   -  HAWLEY NE (1984)
 CT0715
 CT0715                         *CURRENT SURVEY CONTROL
 CT0715  ___________________________________________________________________
 CT0715* NAD 83(1986)-  32 40 32.     (N)    099 50 46.     (W)     SCALED    
 CT0715* NAVD 88     -       531.570  (meters)    1743.99   (feet)  ADJUSTED  
 CT0715  ___________________________________________________________________
 CT0715  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CT0715  DYNAMIC HT  -         530.884 (meters)    1741.74  (feet)  COMP
 CT0715  MODELED GRAV-     979,330.7   (mgal)                       NAVD 88
 CT0715
 CT0715  VERT ORDER  -  SECOND    CLASS 0
 CT0715
 CT0715.The horizontal coordinates were scaled from a topographic map and have
 CT0715.an estimated accuracy of +/- 6 seconds.
 CT0715
 CT0715.The orthometric height was determined by differential leveling
 CT0715.and adjusted by the National Geodetic Survey in June 1991..
 CT0715
 CT0715.The geoid height was determined by GEOID03.
 CT0715
 CT0715.The dynamic height is computed by dividing the NAVD 88
 CT0715.geopotential number by the normal gravity value computed on the
 CT0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0715.degrees latitude (g = 980.6199 gals.).
 CT0715
 CT0715.The modeled gravity was interpolated from observed gravity values.
 CT0715
 CT0715;                    North         East    Units  Estimated Accuracy
 CT0715;SPC TXNC     - 2,112,690.      473,760.      MT  (+/- 180 meters Scaled)
 CT0715
 CT0715                          SUPERSEDED SURVEY CONTROL
 CT0715
 CT0715  NGVD 29 (??/??/92)  531.385  (m)         1743.39   (f) ADJ UNCH    2 0
 CT0715
 CT0715.Superseded values are not recommended for survey control.
 CT0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0715.See file dsdata.txt to determine how the superseded data were derived.
 CT0715
 CT0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB206156(NAD 83)
 CT0715_MARKER: DB = BENCH MARK DISK
 CT0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0715_STAMPING: A 262 1934
 CT0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0715+STABILITY: SURFACE MOTION
 CT0715
 CT0715  HISTORY     - Date     Condition        Report By
 CT0715  HISTORY     - 1934     MONUMENTED       CGS
 CT0715  HISTORY     - 1958     GOOD             NGS
 CT0715
 CT0715                          STATION DESCRIPTION
 CT0715
 CT0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0715'4.3 MI NW FROM HAWLEY.
 CT0715'4.3 MILES NORTHWEST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION
 CT0715'AT HAWLEY, JONES COUNTY, 0.2 MILE NORTHWEST OF MILEPOST 133, AT A CUT,
 CT0715'AND 27 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 CT0715'STAMPED A 262 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS
 CT0715'MARK IS TO THE EAST OF SOME FARM BUILDINGS AND JUST TO NORTH OF A
 CT0715'PRIVATE ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0273 ***********************************************************************
 DN0273  DESIGNATION -  A 263
 DN0273  PID         -  DN0273
 DN0273  STATE/COUNTY-  TX/DENTON
 DN0273  USGS QUAD   -  HEBRON (1981)
 DN0273
 DN0273                         *CURRENT SURVEY CONTROL
 DN0273  ___________________________________________________________________
 DN0273* NAD 83(1986)-  33 06 54.     (N)    096 50 54.     (W)     SCALED    
 DN0273* NAVD 88     -       185.294  (meters)     607.92   (feet)  ADJUSTED  
 DN0273  ___________________________________________________________________
 DN0273  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DN0273  DYNAMIC HT  -         185.087 (meters)     607.24  (feet)  COMP
 DN0273  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 DN0273
 DN0273  VERT ORDER  -  SECOND    CLASS 0
 DN0273
 DN0273.The horizontal coordinates were scaled from a topographic map and have
 DN0273.an estimated accuracy of +/- 6 seconds.
 DN0273
 DN0273.The orthometric height was determined by differential leveling
 DN0273.and adjusted by the National Geodetic Survey in June 1991..
 DN0273
 DN0273.The geoid height was determined by GEOID03.
 DN0273
 DN0273.The dynamic height is computed by dividing the NAVD 88
 DN0273.geopotential number by the normal gravity value computed on the
 DN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0273.degrees latitude (g = 980.6199 gals.).
 DN0273
 DN0273.The modeled gravity was interpolated from observed gravity values.
 DN0273
 DN0273;                    North         East    Units  Estimated Accuracy
 DN0273;SPC TXNC     - 2,161,820.      754,130.      MT  (+/- 180 meters Scaled)
 DN0273
 DN0273                          SUPERSEDED SURVEY CONTROL
 DN0273
 DN0273  NGVD 29 (??/??/92)  185.302  (m)          607.95   (f) ADJ UNCH    2 0
 DN0273
 DN0273.Superseded values are not recommended for survey control.
 DN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0273.See file dsdata.txt to determine how the superseded data were derived.
 DN0273
 DN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB007660(NAD 83)
 DN0273_MARKER: Z = SEE DESCRIPTION
 DN0273_SETTING: 0 = UNSPECIFIED SETTING
 DN0273_STAMPING: A 263 1934
 DN0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0273
 DN0273  HISTORY     - Date     Condition        Report By
 DN0273  HISTORY     - 1934     MONUMENTED       CGS
 DN0273  HISTORY     - 1946     GOOD             NGS
 DN0273  HISTORY     - 19950708 GOOD             USPSQD
 DN0273  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0273  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0273
 DN0273                          STATION DESCRIPTION
 DN0273
 DN0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DN0273'2.3 MI N FROM CAMEY.
 DN0273'2.3 MI N OF AND ALONG THE ST. L. AND S.F. R.R. 120 YDS S OF M.P. 687.
 DN0273'48 YDS W OF THE CENTER OF THE TRACK.  SINCE THE MILEAGE MARKERS HAVE
 DN0273'BEEN SET UP ALONG THIS TRACK, THIS MARK IS 24 YARDS NORTH OF MILE POST
 DN0273'688-15, 2 1/2 POLES SOUTH OF OLD MILE POST 687, 40 FEET WEST OF THE
 DN0273'CENTERLINE OF THE TRACK AND ABOUT 5 FEET LOWER, 18 YARDS NORTH OF A
 DN0273'DIRT ROAD CROSSING, 2 FEET EAST OF A RIGHT-OF-WAY FENCE, AND 2 FEET
 DN0273'NORTH OF A WHITE 4/4 MARKER POST.
 DN0273
 DN0273                          STATION RECOVERY (1995)
 DN0273
 DN0273'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0273'RECOVERED IN GOOD CONDITION.
 DN0273
 DN0273                          STATION RECOVERY (1998)
 DN0273
 DN0273'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0273'MARK NOT FOUND.
 DN0273
 DN0273                          STATION RECOVERY (2005)
 DN0273
 DN0273'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0505 ***********************************************************************
 DN0505  DESIGNATION -  A 264
 DN0505  PID         -  DN0505
 DN0505  STATE/COUNTY-  TX/GRAYSON
 DN0505  USGS QUAD   -  HOWE (1974)
 DN0505
 DN0505                         *CURRENT SURVEY CONTROL
 DN0505  ___________________________________________________________________
 DN0505* NAD 83(1986)-  33 36 14.     (N)    096 35 16.     (W)     SCALED    
 DN0505* NAVD 88     -       203.909  (meters)     668.99   (feet)  ADJUSTED  
 DN0505  ___________________________________________________________________
 DN0505  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DN0505  DYNAMIC HT  -         203.689 (meters)     668.27  (feet)  COMP
 DN0505  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 DN0505
 DN0505  VERT ORDER  -  SECOND    CLASS 0
 DN0505
 DN0505.The horizontal coordinates were scaled from a topographic map and have
 DN0505.an estimated accuracy of +/- 6 seconds.
 DN0505
 DN0505.The orthometric height was determined by differential leveling
 DN0505.and adjusted by the National Geodetic Survey in June 1991..
 DN0505
 DN0505.The geoid height was determined by GEOID03.
 DN0505
 DN0505.The dynamic height is computed by dividing the NAVD 88
 DN0505.geopotential number by the normal gravity value computed on the
 DN0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0505.degrees latitude (g = 980.6199 gals.).
 DN0505
 DN0505.The modeled gravity was interpolated from observed gravity values.
 DN0505
 DN0505;                    North         East    Units  Estimated Accuracy
 DN0505;SPC TXNC     - 2,216,440.      777,450.      MT  (+/- 180 meters Scaled)
 DN0505
 DN0505                          SUPERSEDED SURVEY CONTROL
 DN0505
 DN0505  NGVD 29 (??/??/92)  203.885  (m)          668.91   (f) ADJ UNCH    2 0
 DN0505
 DN0505.Superseded values are not recommended for survey control.
 DN0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0505.See file dsdata.txt to determine how the superseded data were derived.
 DN0505
 DN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC238208(NAD 83)
 DN0505_MARKER: DB = BENCH MARK DISK
 DN0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0505_STAMPING: A 264 1934
 DN0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0505+STABILITY: SURFACE MOTION
 DN0505
 DN0505  HISTORY     - Date     Condition        Report By
 DN0505  HISTORY     - 1934     MONUMENTED       CGS
 DN0505  HISTORY     - 1952     GOOD             NGS
 DN0505
 DN0505                          STATION DESCRIPTION
 DN0505
 DN0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0505'2.6 MI S FROM SHERMAN.
 DN0505'2.6 MILES SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0505'FROM THE UNION STATION AT SHERMAN, 60 FEET SOUTHWEST OF THE CENTER OF
 DN0505'A GRAVELED ROAD CROSSING, 46 FEET WEST OF THE WEST RAIL, 7.5 FEET
 DN0505'SOUTHEAST OF A FENCE CORNER, 3 FEET NORTH OF A WITNESS POST, SET IN
 DN0505'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0193 ***********************************************************************
 DN0193  DESIGNATION -  A 265
 DN0193  PID         -  DN0193
 DN0193  STATE/COUNTY-  TX/COLLIN
 DN0193  USGS QUAD   -  FARMERSVILLE (1962)
 DN0193
 DN0193                         *CURRENT SURVEY CONTROL
 DN0193  ___________________________________________________________________
 DN0193* NAD 83(1986)-  33 09 56.     (N)    096 20 13.     (W)     SCALED    
 DN0193* NAVD 88     -       201.763  (meters)     661.95   (feet)  ADJUSTED  
 DN0193  ___________________________________________________________________
 DN0193  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DN0193  DYNAMIC HT  -         201.544 (meters)     661.23  (feet)  COMP
 DN0193  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 DN0193
 DN0193  VERT ORDER  -  SECOND    CLASS 0
 DN0193
 DN0193.The horizontal coordinates were scaled from a topographic map and have
 DN0193.an estimated accuracy of +/- 6 seconds.
 DN0193
 DN0193.The orthometric height was determined by differential leveling
 DN0193.and adjusted by the National Geodetic Survey in June 1991..
 DN0193
 DN0193.The geoid height was determined by GEOID03.
 DN0193
 DN0193.The dynamic height is computed by dividing the NAVD 88
 DN0193.geopotential number by the normal gravity value computed on the
 DN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0193.degrees latitude (g = 980.6199 gals.).
 DN0193
 DN0193.The modeled gravity was interpolated from observed gravity values.
 DN0193
 DN0193;                    North         East    Units  Estimated Accuracy
 DN0193;SPC TXNC     - 2,168,290.      801,730.      MT  (+/- 180 meters Scaled)
 DN0193
 DN0193                          SUPERSEDED SURVEY CONTROL
 DN0193
 DN0193  NGVD 29 (??/??/92)  201.721  (m)          661.81   (f) ADJ UNCH    2 0
 DN0193
 DN0193.Superseded values are not recommended for survey control.
 DN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0193.See file dsdata.txt to determine how the superseded data were derived.
 DN0193
 DN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB483727(NAD 83)
 DN0193_MARKER: DB = BENCH MARK DISK
 DN0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0193_STAMPING: A 265 1934
 DN0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0193+STABILITY: SURFACE MOTION
 DN0193
 DN0193  HISTORY     - Date     Condition        Report By
 DN0193  HISTORY     - 1934     MONUMENTED       CGS
 DN0193  HISTORY     - 1954     GOOD             NGS
 DN0193  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0193
 DN0193                          STATION DESCRIPTION
 DN0193
 DN0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0193'1.3 MI E FROM FARMERSVILLE.
 DN0193'1.3 MILES EAST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0193'THE STATION AT FARMERSVILLE, 6 RAILS EAST OF MILEPOST 184, 33 FEET
 DN0193'SOUTH OF THE SOUTH RAIL, 14.6 FEET NORTH OF A FENCE, 2.6 FEET EAST OF
 DN0193'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 DN0193'THE GROUND.
 DN0193
 DN0193                          STATION RECOVERY (1994)
 DN0193
 DN0193'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0712 ***********************************************************************
 CS0712  DESIGNATION -  A 266
 CS0712  PID         -  CS0712
 CS0712  STATE/COUNTY-  TX/ELLIS
 CS0712  USGS QUAD   -  FORRESTON (1978)
 CS0712
 CS0712                         *CURRENT SURVEY CONTROL
 CS0712  ___________________________________________________________________
 CS0712* NAD 83(1993)-  32 18 11.25595(N)    096 51 31.02372(W)     ADJUSTED  
 CS0712* NAVD 88     -       185.383  (meters)     608.21   (feet)  ADJUSTED  
 CS0712  ___________________________________________________________________
 CS0712  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CS0712  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CS0712  DYNAMIC HT  -         185.163 (meters)     607.49  (feet)  COMP
 CS0712  MODELED GRAV-     979,448.4   (mgal)                       NAVD 88
 CS0712
 CS0712  HORZ ORDER  -  THIRD
 CS0712  VERT ORDER  -  SECOND    CLASS 0
 CS0712
 CS0712.The horizontal coordinates were established by classical geodetic methods
 CS0712.and adjusted by the National Geodetic Survey in February 1996..
 CS0712.No horizontal observational check was made to the station.
 CS0712
 CS0712.The orthometric height was determined by differential leveling
 CS0712.and adjusted by the National Geodetic Survey in June 1991..
 CS0712
 CS0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0712
 CS0712.The geoid height was determined by GEOID03.
 CS0712
 CS0712.The dynamic height is computed by dividing the NAVD 88
 CS0712.geopotential number by the normal gravity value computed on the
 CS0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0712.degrees latitude (g = 980.6199 gals.).
 CS0712
 CS0712.The modeled gravity was interpolated from observed gravity values.
 CS0712
 CS0712;                    North         East     Units Scale Factor Converg.
 CS0712;SPC TXNC     - 2,071,785.916   754,574.040   MT  0.99995730   +0 53 42.7
 CS0712;SPC TXNC     - 6,797,184.29  2,475,631.66   sFT  0.99995730   +0 53 42.7
 CS0712;UTM  14      - 3,576,049.794   701,617.013   MT  1.00010130   +1 08 41.1
 CS0712
 CS0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0712!SPC TXNC     -   0.99997506  x   0.99995730  =   0.99993236
 CS0712!UTM  14      -   0.99997506  x   1.00010130  =   1.00007636
 CS0712
 CS0712                          SUPERSEDED SURVEY CONTROL
 CS0712
 CS0712  NAD 83(1986)-  32 18 11.26314(N)    096 51 31.00439(W) AD(       ) 3
 CS0712  NAD 27      -  32 18 10.74100(N)    096 51 30.01700(W) AD(       ) 3
 CS0712  NGVD 29 (??/??/92)  185.371  (m)          608.17   (f) ADJ UNCH    2 0
 CS0712
 CS0712.Superseded values are not recommended for survey control.
 CS0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0712.See file dsdata.txt to determine how the superseded data were derived.
 CS0712
 CS0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0161776050(NAD 83)
 CS0712_MARKER: DB = BENCH MARK DISK
 CS0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0712_STAMPING: A 266 1934
 CS0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0712+STABILITY: SURFACE MOTION
 CS0712
 CS0712  HISTORY     - Date     Condition        Report By
 CS0712  HISTORY     - 1934     MONUMENTED       CGS
 CS0712  HISTORY     - 1942     GOOD             NGS
 CS0712  HISTORY     - 1949     GOOD             CGS
 CS0712
 CS0712                          STATION DESCRIPTION
 CS0712
 CS0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0712'6.2 MI S FROM WAXAHACHIE.
 CS0712'6.2 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS0712'WAXAHACHIE, ELLIS COUNTY, 17 FEET WEST OF MILEPOST 804, 100 YARDS
 CS0712'NORTH OF A CROSSING, 17 YARDS EAST OF U.S. HIGHWAY 77, AND 18 YARDS
 CS0712'WEST OF THE TRACK.  A STANDARD DISK, STAMPED A 266 1934 AND SET IN THE
 CS0712'TOP OF A CONCRETE POST.
 CS0712
 CS0712                          STATION RECOVERY (1942)
 CS0712
 CS0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CS0712'RECOVERED IN GOOD CONDITION.
 CS0712
 CS0712                          STATION RECOVERY (1949)
 CS0712
 CS0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 CS0712'SEE STATION YALE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0251 ***********************************************************************
 CS0251  DESIGNATION -  A 268
 CS0251  PID         -  CS0251
 CS0251  STATE/COUNTY-  TX/KAUFMAN
 CS0251  USGS QUAD   -  KAUFMAN (1963)
 CS0251
 CS0251                         *CURRENT SURVEY CONTROL
 CS0251  ___________________________________________________________________
 CS0251* NAD 83(1986)-  32 32 48.     (N)    096 17 35.     (W)     SCALED    
 CS0251* NAVD 88     -       130.556  (meters)     428.33   (feet)  ADJUSTED  
 CS0251  ___________________________________________________________________
 CS0251  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0251  DYNAMIC HT  -         130.410 (meters)     427.85  (feet)  COMP
 CS0251  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 CS0251
 CS0251  VERT ORDER  -  SECOND    CLASS 0
 CS0251
 CS0251.The horizontal coordinates were scaled from a topographic map and have
 CS0251.an estimated accuracy of +/- 6 seconds.
 CS0251
 CS0251.The orthometric height was determined by differential leveling
 CS0251.and adjusted by the National Geodetic Survey in June 1991..
 CS0251
 CS0251.The geoid height was determined by GEOID03.
 CS0251
 CS0251.The dynamic height is computed by dividing the NAVD 88
 CS0251.geopotential number by the normal gravity value computed on the
 CS0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0251.degrees latitude (g = 980.6199 gals.).
 CS0251
 CS0251.The modeled gravity was interpolated from observed gravity values.
 CS0251
 CS0251;                    North         East    Units  Estimated Accuracy
 CS0251;SPC TXNC     - 2,099,760.      807,260.      MT  (+/- 180 meters Scaled)
 CS0251
 CS0251                          SUPERSEDED SURVEY CONTROL
 CS0251
 CS0251  NGVD 29 (??/??/92)  130.581  (m)          428.41   (f) ADJ UNCH    2 0
 CS0251
 CS0251.Superseded values are not recommended for survey control.
 CS0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0251.See file dsdata.txt to determine how the superseded data were derived.
 CS0251
 CS0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB541042(NAD 83)
 CS0251_MARKER: DB = BENCH MARK DISK
 CS0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0251_STAMPING: A 268 1934
 CS0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0251+STABILITY: SURFACE MOTION
 CS0251
 CS0251  HISTORY     - Date     Condition        Report By
 CS0251  HISTORY     - 1934     MONUMENTED       CGS
 CS0251  HISTORY     - 1943     GOOD             NGS
 CS0251
 CS0251                          STATION DESCRIPTION
 CS0251
 CS0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0251'2.9 MI SE FROM KAUFMAN.
 CS0251'2.9 MILES SE OF AND ALONG THE S.P.R.R.  16 YARDS S OF THE CENTER OF
 CS0251'THE TRACK.  8 FEET NE OF A FENCE CORNER.  30 FEET E OF A ROAD
 CS0251'CROSSING.  34 YARDS W OF MILE POST 280.  NOTE-- BM IS NW OF MP 280,
 CS0251'30S OF THE RD. 16 YRD SW OF THE TRACK AND 8 FT. SE OF A FENCE CORNER.
 CS0251
 CS0251                          STATION RECOVERY (1943)
 CS0251
 CS0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CS0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0036 ***********************************************************************
 BP0036  DESIGNATION -  A 27
 BP0036  PID         -  BP0036
 BP0036  STATE/COUNTY-  TX/TERRELL
 BP0036  USGS QUAD   -  SANDERSON (1969)
 BP0036
 BP0036                         *CURRENT SURVEY CONTROL
 BP0036  ___________________________________________________________________
 BP0036* NAD 83(1986)-  30 09 58.     (N)    102 29 14.     (W)     SCALED    
 BP0036* NAVD 88     -       918.635  (meters)    3013.89   (feet)  ADJUSTED  
 BP0036  ___________________________________________________________________
 BP0036  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 BP0036  DYNAMIC HT  -         917.203 (meters)    3009.19  (feet)  COMP
 BP0036  MODELED GRAV-     979,053.0   (mgal)                       NAVD 88
 BP0036
 BP0036  VERT ORDER  -  FIRST     CLASS II
 BP0036
 BP0036.The horizontal coordinates were scaled from a topographic map and have
 BP0036.an estimated accuracy of +/- 6 seconds.
 BP0036
 BP0036.The orthometric height was determined by differential leveling
 BP0036.and adjusted by the National Geodetic Survey in June 1991..
 BP0036
 BP0036.The geoid height was determined by GEOID03.
 BP0036
 BP0036.The dynamic height is computed by dividing the NAVD 88
 BP0036.geopotential number by the normal gravity value computed on the
 BP0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0036.degrees latitude (g = 980.6199 gals.).
 BP0036
 BP0036.The modeled gravity was interpolated from observed gravity values.
 BP0036
 BP0036;                    North         East    Units  Estimated Accuracy
 BP0036;SPC TXSC     - 4,263,550.      264,150.      MT  (+/- 180 meters Scaled)
 BP0036
 BP0036                          SUPERSEDED SURVEY CONTROL
 BP0036
 BP0036  NGVD 29 (??/??/92)  918.346  (m)         3012.94   (f) ADJ UNCH    1 2
 BP0036
 BP0036.Superseded values are not recommended for survey control.
 BP0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0036.See file dsdata.txt to determine how the superseded data were derived.
 BP0036
 BP0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP419398(NAD 83)
 BP0036_MARKER: DB = BENCH MARK DISK
 BP0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0036_STAMPING: A 27 1917 3013.101 FT.
 BP0036_MARK LOGO: CGS   
 BP0036_PROJECTION: PROJECTING 20 CENTIMETERS
 BP0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0036+STABILITY: SURFACE MOTION
 BP0036
 BP0036  HISTORY     - Date     Condition        Report By
 BP0036  HISTORY     - 1917     MONUMENTED       CGS
 BP0036  HISTORY     - 1957     GOOD             NGS
 BP0036  HISTORY     - 1981     GOOD             NGS
 BP0036
 BP0036                          STATION DESCRIPTION
 BP0036
 BP0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0036'6.1 MI W FROM SANDERSON.
 BP0036'ABOUT 6.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0036'STATION AT SANDERSON, 60 FEET EAST OF MILEPOST 522, 93 FEET SOUTHEAST
 BP0036'OF THE SOUTHEAST RAIL, ABOUT 0.25 MILE WEST OF A LARGE ROCK BLUFF, 9
 BP0036'RAILS NORTHEAST OF A SHORT TRESTLE, 5 FEET NORTHWEST OF A FENCE, 1 1/2
 BP0036'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 BP0036'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 1/2
 BP0036'FEET.
 BP0036
 BP0036                          STATION RECOVERY (1981)
 BP0036
 BP0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0036'9.8 KM (6.1 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0036'RAILROAD STATION IN SANDERSON, 0.6 KM (0.35 MI) SOUTHWEST OF RAILROAD
 BP0036'SIGNAL NUMBER 5216, 60.7 METERS (199.1 FT) SOUTH-SOUTHEAST OF THE
 BP0036'CENTERLINE OF THE HIGHWAY, 28.3 METERS (92.8 FT) SOUTH-SOUTHEAST OF
 BP0036'THE NEAR RAIL, 18.3 METERS (60.0 FT) SOUTHEAST OF MILEPOST 522 AND 1.6
 BP0036'METERS (5.3 FT) NORTH-NORTHWEST OF A FENCE.
 BP0036'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BP0036'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0337 ***********************************************************************
 DO0337  DESIGNATION -  A 270
 DO0337  PID         -  DO0337
 DO0337  STATE/COUNTY-  TX/WICHITA
 DO0337  USGS QUAD   -  LAKE WICHITA (1981)
 DO0337
 DO0337                         *CURRENT SURVEY CONTROL
 DO0337  ___________________________________________________________________
 DO0337* NAD 83(1986)-  33 52 16.     (N)    098 34 05.     (W)     SCALED    
 DO0337* NAVD 88     -       316.358  (meters)    1037.92   (feet)  ADJUSTED  
 DO0337  ___________________________________________________________________
 DO0337  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DO0337  DYNAMIC HT  -         316.007 (meters)    1036.77  (feet)  COMP
 DO0337  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 DO0337
 DO0337  VERT ORDER  -  SECOND    CLASS 0
 DO0337
 DO0337.The horizontal coordinates were scaled from a topographic map and have
 DO0337.an estimated accuracy of +/- 6 seconds.
 DO0337
 DO0337.The orthometric height was determined by differential leveling
 DO0337.and adjusted by the National Geodetic Survey in June 1991..
 DO0337
 DO0337.The geoid height was determined by GEOID03.
 DO0337
 DO0337.The dynamic height is computed by dividing the NAVD 88
 DO0337.geopotential number by the normal gravity value computed on the
 DO0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0337.degrees latitude (g = 980.6199 gals.).
 DO0337
 DO0337.The modeled gravity was interpolated from observed gravity values.
 DO0337
 DO0337;                    North         East    Units  Estimated Accuracy
 DO0337;SPC TXNC     - 2,244,460.      593,700.      MT  (+/- 180 meters Scaled)
 DO0337
 DO0337                          SUPERSEDED SURVEY CONTROL
 DO0337
 DO0337  NGVD 29 (??/??/92)  316.268  (m)         1037.62   (f) ADJ UNCH    2 0
 DO0337
 DO0337.Superseded values are not recommended for survey control.
 DO0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0337.See file dsdata.txt to determine how the superseded data were derived.
 DO0337
 DO0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC399479(NAD 83)
 DO0337_MARKER: DB = BENCH MARK DISK
 DO0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0337_STAMPING: A 270 1934
 DO0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0337+STABILITY: SURFACE MOTION
 DO0337
 DO0337  HISTORY     - Date     Condition        Report By
 DO0337  HISTORY     - 1934     MONUMENTED       CGS
 DO0337  HISTORY     - 1957     GOOD             NGS
 DO0337
 DO0337                          STATION DESCRIPTION
 DO0337
 DO0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0337'1.7 MI NE FROM ALLENDALE.
 DO0337'1.7 MILES NORTHEAST ALONG THE WICHITA VALLEY RAILWAY FROM ALLENDALE,
 DO0337'WICHITA COUNTY, 175 FEET SOUTHWEST OF MILEPOST 6, 50 FEET SOUTHEAST OF
 DO0337'THE CENTERLINE OF THE TRACK, 6 FEET FROM A POLE, AND SET IN THE TOP OF
 DO0337'A CONCRETE POST.  NOTE-- PART OF THE TOP OF THE CONCRETE POST IS
 DO0337'BROKEN OFF BUT THE DISK IS SOLID.  THE MARK IS FLUSH WITH THE TOP OF
 DO0337'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0369 ***********************************************************************
 CT0369  DESIGNATION -  A 272
 CT0369  PID         -  CT0369
 CT0369  STATE/COUNTY-  TX/SHACKELFORD
 CT0369  USGS QUAD   -  ROUND HILL (1965)
 CT0369
 CT0369                         *CURRENT SURVEY CONTROL
 CT0369  ___________________________________________________________________
 CT0369* NAD 83(1986)-  32 46 58.     (N)    099 16 18.     (W)     SCALED    
 CT0369* NAVD 88     -       437.646  (meters)    1435.84   (feet)  ADJUSTED  
 CT0369  ___________________________________________________________________
 CT0369  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CT0369  DYNAMIC HT  -         437.095 (meters)    1434.04  (feet)  COMP
 CT0369  MODELED GRAV-     979,365.9   (mgal)                       NAVD 88
 CT0369
 CT0369  VERT ORDER  -  SECOND    CLASS 0
 CT0369
 CT0369.The horizontal coordinates were scaled from a topographic map and have
 CT0369.an estimated accuracy of +/- 6 seconds.
 CT0369
 CT0369.The orthometric height was determined by differential leveling
 CT0369.and adjusted by the National Geodetic Survey in June 1991..
 CT0369
 CT0369.The geoid height was determined by GEOID03.
 CT0369
 CT0369.The dynamic height is computed by dividing the NAVD 88
 CT0369.geopotential number by the normal gravity value computed on the
 CT0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0369.degrees latitude (g = 980.6199 gals.).
 CT0369
 CT0369.The modeled gravity was interpolated from observed gravity values.
 CT0369
 CT0369;                    North         East    Units  Estimated Accuracy
 CT0369;SPC TXNC     - 2,124,030.      527,720.      MT  (+/- 180 meters Scaled)
 CT0369
 CT0369                          SUPERSEDED SURVEY CONTROL
 CT0369
 CT0369  NGVD 29 (??/??/92)  437.526  (m)         1435.45   (f) ADJ UNCH    2 0
 CT0369
 CT0369.Superseded values are not recommended for survey control.
 CT0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0369.See file dsdata.txt to determine how the superseded data were derived.
 CT0369
 CT0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB745272(NAD 83)
 CT0369_MARKER: DB = BENCH MARK DISK
 CT0369_SETTING: 66 = SET IN ROCK OUTCROP
 CT0369_SP_SET: ROCK OUTCROP
 CT0369_STAMPING: A 272 1934
 CT0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0369+STABILITY: POSITION/ELEVATION WELL
 CT0369
 CT0369  HISTORY     - Date     Condition        Report By
 CT0369  HISTORY     - 1934     MONUMENTED       CGS
 CT0369  HISTORY     - 1964     GOOD             NGS
 CT0369
 CT0369                          STATION DESCRIPTION
 CT0369
 CT0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CT0369'4.9 MI N FROM ALBANY.
 CT0369'4.9 MI. NORTH ALONG U. S. HIGHWAY 283 FROM ALBANY, SHACKLEFORD COUNTY,
 CT0369'400 FT. NORTH OF A STEEL TOWER POWER LINE CROSSING HIGHWAY, 80 FT.
 CT0369'WEST OF CENTERLINE OF HWY. 27 FEET WEST OF THE R/W FENCE, IN THE TOP
 CT0369'OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0238 ***********************************************************************
 CT0238  DESIGNATION -  A 274
 CT0238  PID         -  CT0238
 CT0238  STATE/COUNTY-  TX/COMANCHE
 CT0238  USGS QUAD   -  DUSTER (1969)
 CT0238
 CT0238                         *CURRENT SURVEY CONTROL
 CT0238  ___________________________________________________________________
 CT0238* NAD 83(1986)-  32 07 10.     (N)    098 39 43.     (W)     SCALED    
 CT0238* NAVD 88     -       417.242  (meters)    1368.90   (feet)  ADJUSTED  
 CT0238  ___________________________________________________________________
 CT0238  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CT0238  DYNAMIC HT  -         416.708 (meters)    1367.15  (feet)  COMP
 CT0238  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 CT0238
 CT0238  VERT ORDER  -  SECOND    CLASS 0
 CT0238
 CT0238.The horizontal coordinates were scaled from a topographic map and have
 CT0238.an estimated accuracy of +/- 6 seconds.
 CT0238
 CT0238.The orthometric height was determined by differential leveling
 CT0238.and adjusted by the National Geodetic Survey in June 1991..
 CT0238
 CT0238.The geoid height was determined by GEOID03.
 CT0238
 CT0238.The dynamic height is computed by dividing the NAVD 88
 CT0238.geopotential number by the normal gravity value computed on the
 CT0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0238.degrees latitude (g = 980.6199 gals.).
 CT0238
 CT0238.The modeled gravity was interpolated from observed gravity values.
 CT0238
 CT0238;                    North         East    Units  Estimated Accuracy
 CT0238;SPC TX C     - 3,273,110.      857,740.      MT  (+/- 180 meters Scaled)
 CT0238
 CT0238                          SUPERSEDED SURVEY CONTROL
 CT0238
 CT0238  NGVD 29 (??/??/92)  417.141  (m)         1368.57   (f) ADJ UNCH    2 0
 CT0238
 CT0238.Superseded values are not recommended for survey control.
 CT0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0238.See file dsdata.txt to determine how the superseded data were derived.
 CT0238
 CT0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA318537(NAD 83)
 CT0238_MARKER: DB = BENCH MARK DISK
 CT0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0238_STAMPING: A 274 1934
 CT0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0238+STABILITY: SURFACE MOTION
 CT0238
 CT0238  HISTORY     - Date     Condition        Report By
 CT0238  HISTORY     - 1934     MONUMENTED       CGS
 CT0238  HISTORY     - 1970     MARK NOT FOUND   USGS
 CT0238
 CT0238                          STATION DESCRIPTION
 CT0238
 CT0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0238'8.0 MI W FROM DELEON.
 CT0238'8.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0238'THE STATION AT DELEON, COMANCHE COUNTY, 67 YARDS WEST OF MILEPOST 8,
 CT0238'33 FEET NORTH OF THE CENTERLINE OF A CATTLE GUARD CROSSING, 12 FEET
 CT0238'NORTH OF THE CENTERLINE OF A DIM ROAD, AND 3 FEET EAST OF A FENCE.  A
 CT0238'STANDARD DISK, STAMPED A 274 1934 AND SET IN THE TOP OF A CONCRETE
 CT0238'POST.
 CT0238
 CT0238                          STATION RECOVERY (1970)
 CT0238
 CT0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CT0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0407 ***********************************************************************
 CA0407  DESIGNATION -  A 275
 CA0407  PID         -  CA0407
 CA0407  STATE/COUNTY-  TX/COLEMAN
 CA0407  USGS QUAD   -  COLEMAN NE (1987)
 CA0407
 CA0407                         *CURRENT SURVEY CONTROL
 CA0407  ___________________________________________________________________
 CA0407* NAD 83(1986)-  31 58 08.     (N)    099 16 22.     (W)     SCALED    
 CA0407* NAVD 88     -       504.594  (meters)    1655.49   (feet)  ADJUSTED  
 CA0407  ___________________________________________________________________
 CA0407  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CA0407  DYNAMIC HT  -         503.935 (meters)    1653.33  (feet)  COMP
 CA0407  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 CA0407
 CA0407  VERT ORDER  -  SECOND    CLASS 0
 CA0407
 CA0407.The horizontal coordinates were scaled from a topographic map and have
 CA0407.an estimated accuracy of +/- 6 seconds.
 CA0407
 CA0407.The orthometric height was determined by differential leveling
 CA0407.and adjusted by the National Geodetic Survey in June 1991..
 CA0407
 CA0407.The geoid height was determined by GEOID03.
 CA0407
 CA0407.The dynamic height is computed by dividing the NAVD 88
 CA0407.geopotential number by the normal gravity value computed on the
 CA0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0407.degrees latitude (g = 980.6199 gals.).
 CA0407
 CA0407.The modeled gravity was interpolated from observed gravity values.
 CA0407
 CA0407;                    North         East    Units  Estimated Accuracy
 CA0407;SPC TX C     - 3,255,710.      800,250.      MT  (+/- 180 meters Scaled)
 CA0407
 CA0407                          SUPERSEDED SURVEY CONTROL
 CA0407
 CA0407  NGVD 29 (??/??/92)  504.460  (m)         1655.05   (f) ADJ UNCH    2 0
 CA0407
 CA0407.Superseded values are not recommended for survey control.
 CA0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0407.See file dsdata.txt to determine how the superseded data were derived.
 CA0407
 CA0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA742370(NAD 83)
 CA0407_MARKER: DB = BENCH MARK DISK
 CA0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0407_STAMPING: A 275 1934
 CA0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0407+STABILITY: SURFACE MOTION
 CA0407
 CA0407  HISTORY     - Date     Condition        Report By
 CA0407  HISTORY     - 1934     MONUMENTED       CGS
 CA0407  HISTORY     - 1960     MARK NOT FOUND   USGS
 CA0407
 CA0407                          STATION DESCRIPTION
 CA0407
 CA0407'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CA0407'3.3 MI SW FROM BURKETT.
 CA0407'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 206 FROM BURKETT, COLEMAN
 CA0407'COUNTY, 0.6 MILE SOUTH OF A CROSSROAD, 34 FEET EAST OF THE CENTERLINE
 CA0407'OF THE HIGHWAY AT A CONCRETE CULVERT, AT A T-ANGLE IN A FENCE, AND 3
 CA0407'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 275
 CA0407'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0360 ***********************************************************************
 CR0360  DESIGNATION -  A 277
 CR0360  PID         -  CR0360
 CR0360  STATE/COUNTY-  TX/UPSHUR
 CR0360  USGS QUAD   -  BIG SANDY (1981)
 CR0360
 CR0360                         *CURRENT SURVEY CONTROL
 CR0360  ___________________________________________________________________
 CR0360* NAD 83(1986)-  32 36 27.     (N)    095 04 44.     (W)     SCALED    
 CR0360* NAVD 88     -        98.535  (meters)     323.28   (feet)  ADJUSTED  
 CR0360  ___________________________________________________________________
 CR0360  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CR0360  DYNAMIC HT  -          98.422 (meters)     322.91  (feet)  COMP
 CR0360  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 CR0360
 CR0360  VERT ORDER  -  SECOND    CLASS 0
 CR0360
 CR0360.The horizontal coordinates were scaled from a topographic map and have
 CR0360.an estimated accuracy of +/- 6 seconds.
 CR0360
 CR0360.The orthometric height was determined by differential leveling
 CR0360.and adjusted by the National Geodetic Survey in June 1991..
 CR0360
 CR0360.The geoid height was determined by GEOID03.
 CR0360
 CR0360.The dynamic height is computed by dividing the NAVD 88
 CR0360.geopotential number by the normal gravity value computed on the
 CR0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0360.degrees latitude (g = 980.6199 gals.).
 CR0360
 CR0360.The modeled gravity was interpolated from observed gravity values.
 CR0360
 CR0360;                    North         East    Units  Estimated Accuracy
 CR0360;SPC TXNC     - 2,109,560.      921,030.      MT  (+/- 180 meters Scaled)
 CR0360
 CR0360                          SUPERSEDED SURVEY CONTROL
 CR0360
 CR0360  NGVD 29 (??/??/92)   98.563  (m)          323.37   (f) ADJ UNCH    2 0
 CR0360
 CR0360.Superseded values are not recommended for survey control.
 CR0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0360.See file dsdata.txt to determine how the superseded data were derived.
 CR0360
 CR0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS049096(NAD 83)
 CR0360_MARKER: DB = BENCH MARK DISK
 CR0360_SETTING: 80 = SET IN A BOULDER
 CR0360_SP_SET: BOULDER
 CR0360_STAMPING: A 277 1934
 CR0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0360+STABILITY: SURFACE MOTION
 CR0360
 CR0360  HISTORY     - Date     Condition        Report By
 CR0360  HISTORY     - 1934     MONUMENTED       CGS
 CR0360  HISTORY     - 1954     GOOD             NGS
 CR0360
 CR0360                          STATION DESCRIPTION
 CR0360
 CR0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0360'2.5 MI NE FROM BIG SANDY.
 CR0360'2.5 MILES NORTHEAST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD OF
 CR0360'TEXAS FROM THE STATION AT BIG SANDY, 1 1/2 POLES SOUTHWEST OF MILEPOST
 CR0360'522 + 10, 45 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.5 FEET SOUTHEAST
 CR0360'OF A FENCE, AT THE FOOT OF A HILL, 5 FEET BELOW THE TOP OF THE RAILS,
 CR0360'SET IN THE TOP OF THE SOUTHEAST END OF A 4X6 FOOT SANDSTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0191 ***********************************************************************
 CR0191  DESIGNATION -  A 278
 CR0191  PID         -  CR0191
 CR0191  STATE/COUNTY-  TX/RUSK
 CR0191  USGS QUAD   -  TATUM (1983)
 CR0191
 CR0191                         *CURRENT SURVEY CONTROL
 CR0191  ___________________________________________________________________
 CR0191* NAD 83(1986)-  32 21 46.     (N)    094 32 00.     (W)     SCALED    
 CR0191* NAVD 88     -        81.595  (meters)     267.70   (feet)  ADJUSTED  
 CR0191  ___________________________________________________________________
 CR0191  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR0191  DYNAMIC HT  -          81.502 (meters)     267.39  (feet)  COMP
 CR0191  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 CR0191
 CR0191  VERT ORDER  -  SECOND    CLASS 0
 CR0191
 CR0191.The horizontal coordinates were scaled from a topographic map and have
 CR0191.an estimated accuracy of +/- 6 seconds.
 CR0191
 CR0191.The orthometric height was determined by differential leveling
 CR0191.and adjusted by the National Geodetic Survey in June 1991..
 CR0191
 CR0191.The geoid height was determined by GEOID03.
 CR0191
 CR0191.The dynamic height is computed by dividing the NAVD 88
 CR0191.geopotential number by the normal gravity value computed on the
 CR0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0191.degrees latitude (g = 980.6199 gals.).
 CR0191
 CR0191.The modeled gravity was interpolated from observed gravity values.
 CR0191
 CR0191;                    North         East    Units  Estimated Accuracy
 CR0191;SPC TXNC     - 2,084,240.      973,230.      MT  (+/- 180 meters Scaled)
 CR0191
 CR0191                          SUPERSEDED SURVEY CONTROL
 CR0191
 CR0191  NGVD 29 (??/??/92)   81.632  (m)          267.82   (f) ADJ UNCH    2 0
 CR0191
 CR0191.Superseded values are not recommended for survey control.
 CR0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0191.See file dsdata.txt to determine how the superseded data were derived.
 CR0191
 CR0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR557816(NAD 83)
 CR0191_MARKER: DB = BENCH MARK DISK
 CR0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0191_STAMPING: A 278 1934
 CR0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0191+STABILITY: SURFACE MOTION
 CR0191
 CR0191  HISTORY     - Date     Condition        Report By
 CR0191  HISTORY     - 1934     MONUMENTED       CGS
 CR0191  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0191
 CR0191                          STATION DESCRIPTION
 CR0191
 CR0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0191'3.8 MI NW FROM TATUM.
 CR0191'3.8 MI NW OF AND ALONG THE S F R R 0.25 MILE W OF THE RAILWAY STATION
 CR0191'FLANNIGAN.  0.2 MILE E OF MILE POST 192.  38 FEET N OF CENTER OF TRACK
 CR0191'AND A RAILWAY CROSSING.  3 FEET S OF FENCE LINE.
 CR0191
 CR0191                          STATION RECOVERY (1977)
 CR0191
 CR0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3381 ***********************************************************************
 AW3381  DESIGNATION -  A 279
 AW3381  PID         -  AW3381
 AW3381  STATE/COUNTY-  TX/HARRIS
 AW3381  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3381
 AW3381                         *CURRENT SURVEY CONTROL
 AW3381  ___________________________________________________________________
 AW3381* NAD 83(1986)-  29 47 39.     (N)    095 24 29.     (W)     SCALED    
 AW3381* NAVD 88     -        21.37   (+/-2cm)      70.1    (feet)  VERTCON   
 AW3381  ___________________________________________________________________
 AW3381  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3381
 AW3381  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3381
 AW3381.The horizontal coordinates were scaled from a topographic map and have
 AW3381.an estimated accuracy of +/- 6 seconds.
 AW3381
 AW3381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3381.The vertical order pertains to the NGVD 29 superseded value.
 AW3381
 AW3381.The geoid height was determined by GEOID03.
 AW3381
 AW3381;                    North         East    Units  Estimated Accuracy
 AW3381;SPC TXSC     - 4,222,650.      947,200.      MT  (+/- 180 meters Scaled)
 AW3381
 AW3381                          SUPERSEDED SURVEY CONTROL
 AW3381
 AW3381  NGVD 29 (??/??/92)   21.363  (m)           70.09   (f) ADJ UNCH    1 2
 AW3381
 AW3381.Superseded values are not recommended for survey control.
 AW3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3381.See file dsdata.txt to determine how the superseded data were derived.
 AW3381
 AW3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN672984(NAD 83)
 AW3381_MARKER: DB = BENCH MARK DISK
 AW3381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3381_STAMPING: A 279 1935
 AW3381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3381+STABILITY: SURFACE MOTION
 AW3381
 AW3381  HISTORY     - Date     Condition        Report By
 AW3381  HISTORY     - 1935     MONUMENTED       CGS
 AW3381  HISTORY     - 1951     GOOD             NGS
 AW3381  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3381  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW3381
 AW3381                          STATION DESCRIPTION
 AW3381
 AW3381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW3381'IN HOUSTON.
 AW3381'AT HOUSTON, AT THE INTERSECTION OF NORTH SHEPHERD DRIVE AND WEST 13TH
 AW3381'STREET, AT HOUSTON HEIGHTS, 150 FEET NORTHWEST OF THE NORTHWEST CORNER
 AW3381'OF THE WM. LOVE SCHOOL, 48 FEET SOUTH OF THE CENTER LINE OF WEST 13TH
 AW3381'STREET, 36 FEET EAST OF THE CENTER LINE OF NORTH SHEPHERD DRIVE, 3
 AW3381'FEET EAST OF A STEEL FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AW3381'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AW3381
 AW3381                          STATION RECOVERY (1973)
 AW3381
 AW3381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3381'MARK NOT FOUND.
 AW3381
 AW3381                          STATION RECOVERY (2004)
 AW3381
 AW3381'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0514 ***********************************************************************
 DO0514  DESIGNATION -  A 280
 DO0514  PID         -  DO0514
 DO0514  STATE/COUNTY-  TX/HASKELL
 DO0514  USGS QUAD   -  PINKERTON (1966)
 DO0514
 DO0514                         *CURRENT SURVEY CONTROL
 DO0514  ___________________________________________________________________
 DO0514* NAD 83(1986)-  33 10 52.     (N)    099 51 47.     (W)     SCALED    
 DO0514* NAVD 88     -       509.292  (meters)    1670.90   (feet)  ADJUSTED  
 DO0514  ___________________________________________________________________
 DO0514  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DO0514  DYNAMIC HT  -         508.660 (meters)    1668.83  (feet)  COMP
 DO0514  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 DO0514
 DO0514  VERT ORDER  -  SECOND    CLASS 0
 DO0514
 DO0514.The horizontal coordinates were scaled from a topographic map and have
 DO0514.an estimated accuracy of +/- 6 seconds.
 DO0514
 DO0514.The orthometric height was determined by differential leveling
 DO0514.and adjusted by the National Geodetic Survey in June 1991..
 DO0514
 DO0514.The geoid height was determined by GEOID03.
 DO0514
 DO0514.The dynamic height is computed by dividing the NAVD 88
 DO0514.geopotential number by the normal gravity value computed on the
 DO0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0514.degrees latitude (g = 980.6199 gals.).
 DO0514
 DO0514.The modeled gravity was interpolated from observed gravity values.
 DO0514
 DO0514;                    North         East    Units  Estimated Accuracy
 DO0514;SPC TXNC     - 2,168,760.      472,900.      MT  (+/- 180 meters Scaled)
 DO0514
 DO0514                          SUPERSEDED SURVEY CONTROL
 DO0514
 DO0514  NGVD 29 (??/??/92)  509.116  (m)         1670.32   (f) ADJ UNCH    2 0
 DO0514
 DO0514.Superseded values are not recommended for survey control.
 DO0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0514.See file dsdata.txt to determine how the superseded data were derived.
 DO0514
 DO0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB195716(NAD 83)
 DO0514_MARKER: DB = BENCH MARK DISK
 DO0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0514_STAMPING: A 280 1934
 DO0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0514+STABILITY: SURFACE MOTION
 DO0514
 DO0514  HISTORY     - Date     Condition        Report By
 DO0514  HISTORY     - 1934     MONUMENTED       CGS
 DO0514  HISTORY     - 1958     GOOD             NGS
 DO0514
 DO0514                          STATION DESCRIPTION
 DO0514
 DO0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0514'1.8 MI E FROM RULE.
 DO0514'MARK IS ABOUT 1.8 MILES EAST OF RULE ON STATE HIGHWAY 24, 64 FEET
 DO0514'SOUTH OF THE CENTERLINE OF HIGHWAY, 8 FEET EAST OF A FENCE CORNER AND
 DO0514'4 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0304 ***********************************************************************
 CA0304  DESIGNATION -  A 282
 CA0304  PID         -  CA0304
 CA0304  STATE/COUNTY-  TX/COMANCHE
 CA0304  USGS QUAD   -  SIDNEY (1969)
 CA0304
 CA0304                         *CURRENT SURVEY CONTROL
 CA0304  ___________________________________________________________________
 CA0304* NAD 83(1986)-  31 53 55.     (N)    098 41 44.     (W)     SCALED    
 CA0304* NAVD 88     -       494.978  (meters)    1623.94   (feet)  ADJUSTED  
 CA0304  ___________________________________________________________________
 CA0304  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CA0304  DYNAMIC HT  -         494.332 (meters)    1621.82  (feet)  COMP
 CA0304  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 CA0304
 CA0304  VERT ORDER  -  SECOND    CLASS 0
 CA0304
 CA0304.The horizontal coordinates were scaled from a topographic map and have
 CA0304.an estimated accuracy of +/- 6 seconds.
 CA0304
 CA0304.The orthometric height was determined by differential leveling
 CA0304.and adjusted by the National Geodetic Survey in June 1991..
 CA0304
 CA0304.The geoid height was determined by GEOID03.
 CA0304
 CA0304.The dynamic height is computed by dividing the NAVD 88
 CA0304.geopotential number by the normal gravity value computed on the
 CA0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0304.degrees latitude (g = 980.6199 gals.).
 CA0304
 CA0304.The modeled gravity was interpolated from observed gravity values.
 CA0304
 CA0304;                    North         East    Units  Estimated Accuracy
 CA0304;SPC TX C     - 3,248,580.      854,920.      MT  (+/- 180 meters Scaled)
 CA0304
 CA0304                          SUPERSEDED SURVEY CONTROL
 CA0304
 CA0304  NGVD 29 (??/??/92)  494.870  (m)         1623.59   (f) ADJ UNCH    2 0
 CA0304
 CA0304.Superseded values are not recommended for survey control.
 CA0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0304.See file dsdata.txt to determine how the superseded data were derived.
 CA0304
 CA0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA287292(NAD 83)
 CA0304_MARKER: DB = BENCH MARK DISK
 CA0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0304_STAMPING: A 282 1934
 CA0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0304+STABILITY: SURFACE MOTION
 CA0304
 CA0304  HISTORY     - Date     Condition        Report By
 CA0304  HISTORY     - 1934     MONUMENTED       CGS
 CA0304  HISTORY     - 1966     MARK NOT FOUND   NGS
 CA0304
 CA0304                          STATION DESCRIPTION
 CA0304
 CA0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CA0304'5.9 MI SW FROM COMANCHE.
 CA0304'ABOUT 5.9 MILES SOUTHWEST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY
 CA0304'FROM THE STATION AT COMANCHE, COMANCHE COUNTY, ABOUT 0.1 MILE
 CA0304'SOUTHWEST OF MILEPOST 852, 50 FEET NORTHWEST OF A POLE PAINTED 852 +
 CA0304'05, AND 70 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 CA0304'DISK, STAMPED A 282 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 CA0304'IT IS BELIEVED THIS MARK HAS BEEN DESTROYED AS CONSIDERABLE EXCAVATION
 CA0304'HAS BEEN DONE AT THE SITE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0119 ***********************************************************************
 CT0119  DESIGNATION -  A 283
 CT0119  PID         -  CT0119
 CT0119  STATE/COUNTY-  TX/ERATH
 CT0119  USGS QUAD   -  STEPHENVILLE (1979)
 CT0119
 CT0119                         *CURRENT SURVEY CONTROL
 CT0119  ___________________________________________________________________
 CT0119* NAD 83(1986)-  32 13 13.     (N)    098 12 08.     (W)     SCALED    
 CT0119* NAVD 88     -       389.260  (meters)    1277.10   (feet)  ADJUSTED  
 CT0119  ___________________________________________________________________
 CT0119  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CT0119  DYNAMIC HT  -         388.764 (meters)    1275.47  (feet)  COMP
 CT0119  MODELED GRAV-     979,354.6   (mgal)                       NAVD 88
 CT0119
 CT0119  VERT ORDER  -  SECOND    CLASS 0
 CT0119
 CT0119.The horizontal coordinates were scaled from a topographic map and have
 CT0119.an estimated accuracy of +/- 6 seconds.
 CT0119
 CT0119.The orthometric height was determined by differential leveling
 CT0119.and adjusted by the National Geodetic Survey in June 1991..
 CT0119
 CT0119.The geoid height was determined by GEOID03.
 CT0119
 CT0119.The dynamic height is computed by dividing the NAVD 88
 CT0119.geopotential number by the normal gravity value computed on the
 CT0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0119.degrees latitude (g = 980.6199 gals.).
 CT0119
 CT0119.The modeled gravity was interpolated from observed gravity values.
 CT0119
 CT0119;                    North         East    Units  Estimated Accuracy
 CT0119;SPC TXNC     - 2,061,430.      628,070.      MT  (+/- 180 meters Scaled)
 CT0119
 CT0119                          SUPERSEDED SURVEY CONTROL
 CT0119
 CT0119  NGVD 29 (??/??/92)  389.164  (m)         1276.78   (f) ADJ UNCH    2 0
 CT0119
 CT0119.Superseded values are not recommended for survey control.
 CT0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0119.See file dsdata.txt to determine how the superseded data were derived.
 CT0119
 CT0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA751651(NAD 83)
 CT0119_MARKER: DB = BENCH MARK DISK
 CT0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0119_SP_SET: STEP
 CT0119_STAMPING: A 283 1934
 CT0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0119
 CT0119  HISTORY     - Date     Condition        Report By
 CT0119  HISTORY     - 1934     MONUMENTED       CGS
 CT0119  HISTORY     - 1966     GOOD             NGS
 CT0119  HISTORY     - 19950408 GOOD             USPSQD
 CT0119  HISTORY     - 19990828 GOOD             USPSQD
 CT0119
 CT0119                          STATION DESCRIPTION
 CT0119
 CT0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0119'IN STEPHENVILLE.
 CT0119'AT THE EAST ENTRANCE OF THE COUNTY COURTHOUSE, IN THE TOP OF THE SOUTH
 CT0119'END OF THE 4TH STEP.  THE DISK IS CEMENTED IN A DRILL HOLE FLUSH WITH
 CT0119'THE STONE STEP.
 CT0119
 CT0119                          STATION RECOVERY (1995)
 CT0119
 CT0119'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0119'RECOVERED IN GOOD CONDITION.
 CT0119
 CT0119                          STATION RECOVERY (1999)
 CT0119
 CT0119'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0151 ***********************************************************************
 CT0151  DESIGNATION -  A 284
 CT0151  PID         -  CT0151
 CT0151  STATE/COUNTY-  TX/ERATH
 CT0151  USGS QUAD   -  TURKEY CREEK (1965)
 CT0151
 CT0151                         *CURRENT SURVEY CONTROL
 CT0151  ___________________________________________________________________
 CT0151* NAD 83(1986)-  32 23 49.     (N)    098 20 34.     (W)     SCALED    
 CT0151* NAVD 88     -       372.204  (meters)    1221.14   (feet)  ADJUSTED  
 CT0151  ___________________________________________________________________
 CT0151  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CT0151  DYNAMIC HT  -         371.734 (meters)    1219.60  (feet)  COMP
 CT0151  MODELED GRAV-     979,364.6   (mgal)                       NAVD 88
 CT0151
 CT0151  VERT ORDER  -  SECOND    CLASS 0
 CT0151
 CT0151.The horizontal coordinates were scaled from a topographic map and have
 CT0151.an estimated accuracy of +/- 6 seconds.
 CT0151
 CT0151.The orthometric height was determined by differential leveling
 CT0151.and adjusted by the National Geodetic Survey in June 1991..
 CT0151
 CT0151.The geoid height was determined by GEOID03.
 CT0151
 CT0151.The dynamic height is computed by dividing the NAVD 88
 CT0151.geopotential number by the normal gravity value computed on the
 CT0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0151.degrees latitude (g = 980.6199 gals.).
 CT0151
 CT0151.The modeled gravity was interpolated from observed gravity values.
 CT0151
 CT0151;                    North         East    Units  Estimated Accuracy
 CT0151;SPC TXNC     - 2,080,990.      614,790.      MT  (+/- 180 meters Scaled)
 CT0151
 CT0151                          SUPERSEDED SURVEY CONTROL
 CT0151
 CT0151  NGVD 29 (??/??/92)  372.086  (m)         1220.75   (f) ADJ UNCH    2 0
 CT0151
 CT0151.Superseded values are not recommended for survey control.
 CT0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0151.See file dsdata.txt to determine how the superseded data were derived.
 CT0151
 CT0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA618846(NAD 83)
 CT0151_MARKER: DB = BENCH MARK DISK
 CT0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0151_STAMPING: A 284 1934
 CT0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0151+STABILITY: SURFACE MOTION
 CT0151
 CT0151  HISTORY     - Date     Condition        Report By
 CT0151  HISTORY     - 1934     MONUMENTED       CGS
 CT0151  HISTORY     - 1964     MARK NOT FOUND   USGS
 CT0151  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT0151  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0151
 CT0151                          STATION DESCRIPTION
 CT0151
 CT0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0151'10.3 MI SE FROM THURBER.
 CT0151'10.3 MI SE OF AND ALONG STATE HWY 108 AT A T ROAD RUNNING W OFF
 CT0151'HIGHWAY.  25 FEET S OF CENTER OF T ROAD.  50 FEET W OF CENTER OF
 CT0151'HIGHWAY.  16 FEET W OF R/W FENCE CORNER.
 CT0151
 CT0151                          STATION RECOVERY (1964)
 CT0151
 CT0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CT0151'MARK NOT FOUND.
 CT0151
 CT0151                          STATION RECOVERY (1999)
 CT0151
 CT0151'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0151'MARK NOT FOUND.
 CT0151
 CT0151                          STATION RECOVERY (2002)
 CT0151
 CT0151'RECOVERY NOTE BY US POWER SQUADRON 2002 (LB)
 CT0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0068 ***********************************************************************
 CA0068  SACS        -  This is a Secondary Airport Control Station.
 CA0068  DESIGNATION -  A 285
 CA0068  PID         -  CA0068
 CA0068  STATE/COUNTY-  TX/HAMILTON
 CA0068  USGS QUAD   -  HAMILTON WEST (1979)
 CA0068
 CA0068                         *CURRENT SURVEY CONTROL
 CA0068  ___________________________________________________________________
 CA0068* NAD 83(1993)-  31 40 29.59315(N)    098 08 07.21111(W)     ADJUSTED  
 CA0068* NAVD 88     -       379.852  (meters)    1246.23   (feet)  ADJUSTED  
 CA0068  ___________________________________________________________________
 CA0068  X           -    -768,886.678 (meters)                     COMP
 CA0068  Y           -  -5,378,697.039 (meters)                     COMP
 CA0068  Z           -   3,329,990.860 (meters)                     COMP
 CA0068  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 CA0068  ELLIP HEIGHT-         353.16  (meters)          (07/23/01) GPS OBS
 CA0068  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CA0068  DYNAMIC HT  -         379.361 (meters)    1244.62  (feet)  COMP
 CA0068  MODELED GRAV-     979,337.8   (mgal)                       NAVD 88
 CA0068
 CA0068  HORZ ORDER  -  FIRST
 CA0068  VERT ORDER  -  SECOND    CLASS 0
 CA0068  ELLP ORDER  -  FOURTH    CLASS II
 CA0068
 CA0068.This mark is at Hamilton Muni (MNZ) Airport (MNZ)
 CA0068
 CA0068.The horizontal coordinates were established by GPS observations
 CA0068.and adjusted by the National Geodetic Survey in September 1996..
 CA0068
 CA0068.The orthometric height was determined by differential leveling
 CA0068.and adjusted by the National Geodetic Survey in June 1991..
 CA0068.WARNING-GPS observations at this control monument resulted in a GPS
 CA0068.derived orthometric height which differed from the leveled height by
 CA0068.more than one decimeter (0.1 meter).
 CA0068
 CA0068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA0068
 CA0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0068
 CA0068.The ellipsoidal height was determined by GPS observations
 CA0068.and is referenced to NAD 83.
 CA0068
 CA0068.The geoid height was determined by GEOID03.
 CA0068
 CA0068.The dynamic height is computed by dividing the NAVD 88
 CA0068.geopotential number by the normal gravity value computed on the
 CA0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0068.degrees latitude (g = 980.6199 gals.).
 CA0068
 CA0068.The modeled gravity was interpolated from observed gravity values.
 CA0068
 CA0068;                    North         East     Units Scale Factor Converg.
 CA0068;SPC TX C     - 3,224,686.700   908,401.310   MT  0.99995065   +1 07 55.6
 CA0068;SPC TX C     -10,579,659.61  2,980,313.30   sFT  0.99995065   +1 07 55.6
 CA0068;UTM  14      - 3,504,725.049   581,960.373   MT  0.99968285   +0 27 14.6
 CA0068
 CA0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0068!SPC TX C     -   0.99994455  x   0.99995065  =   0.99989520
 CA0068!UTM  14      -   0.99994455  x   0.99968285  =   0.99962742
 CA0068
 CA0068                          SUPERSEDED SURVEY CONTROL
 CA0068
 CA0068  ELLIP H (09/04/96)  353.20   (m)                       GP(       ) 4 2
 CA0068  NAD 83(1993)-  31 40 29.59332(N)    098 08 07.20930(W) AD(       ) 2
 CA0068  NAD 83(1986)-  31 40 29.60076(N)    098 08 07.18995(W) AD(       ) 2
 CA0068  NAD 27      -  31 40 29.04189(N)    098 08 06.06484(W) AD(       ) 2
 CA0068  NGVD 29 (??/??/92)  379.764  (m)         1245.94   (f) ADJ UNCH    2 0
 CA0068
 CA0068.Superseded values are not recommended for survey control.
 CA0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0068.See file dsdata.txt to determine how the superseded data were derived.
 CA0068
 CA0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA8196004725(NAD 83)
 CA0068_MARKER: DB = BENCH MARK DISK
 CA0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0068_STAMPING: A 285 1934
 CA0068_MARK LOGO: CGS   
 CA0068_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0068+STABILITY: SURFACE MOTION
 CA0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0068+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1995
 CA0068
 CA0068  HISTORY     - Date     Condition        Report By
 CA0068  HISTORY     - 1934     MONUMENTED       CGS
 CA0068  HISTORY     - 1967     GOOD             NGS
 CA0068  HISTORY     - 1975     GOOD             NGS
 CA0068  HISTORY     - 19950311 GOOD             NGS
 CA0068
 CA0068                          STATION DESCRIPTION
 CA0068
 CA0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JLC)
 CA0068'THE STATION IS LOCATED 2-1/2 MILES SOUTH-SOUTHWEST OF HAMILTON
 CA0068'AND ON THE HIGHWAY RIGHT-OF-WAY.
 CA0068'
 CA0068'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 CA0068'STATE HIGHWAY 218 AND 36, GO SOUTH ON U.S. HIGHWAY 281 FOR 2.1
 CA0068'MILES TO THE STATION ON THE LEFT.
 CA0068'
 CA0068'THE STATION IS A STANDARD BENCH MARK DISK STAMPED A 285 1934, SET
 CA0068'IN THE TOP OF A CONCRETE MONUMENT.  IT IS 40 PACES NORTH OF A
 CA0068'PRIVATE DRIVE, 104 FEET EAST OF THE APPROXIMATE CENTER OF
 CA0068'U.S. HIGHWAY 281, 14 PACES EAST OF A FENCE CORNER AND 1 FOOT
 CA0068'SOUTH OF THE FENCE.
 CA0068'
 CA0068'AN ELECTRONIC TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 CA0068'STATION CHAMLISS 1902 1906, DISTANCE BEING (7381.08 FEET) OR
 CA0068'2249.754 METERS NORTH-NORTHWEST OF STATION CHAMLISS 1902 1906.
 CA0068
 CA0068                          STATION RECOVERY (1967)
 CA0068
 CA0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CA0068'2.0 MI S FROM HAMILTON.
 CA0068'2.0 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE IN
 CA0068'HAMILTON, ABOUT 70 YARDS WEST OF A CEMENT BLOCK FARMHOUSE, ABOUT 104
 CA0068'FEET EAST OF THE CENTER OF THE HIGHWAY, 45 FEET EAST OF THE FENCE
 CA0068'CORNER.  A STANDARD DISK, STAMPED A 285 1934 SET IN THE TOP OF A
 CA0068'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CA0068
 CA0068                          STATION RECOVERY (1975)
 CA0068
 CA0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CA0068'RECOVERED IN GOOD CONDITION.
 CA0068
 CA0068                          STATION RECOVERY (1995)
 CA0068
 CA0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CA0068'THE STATION IS LOCATED ABOUT 3.3 KM (2.05 MI) SOUTH OF HAMILTON ALONG
 CA0068'U.S.  HIGHWAY 281, ON THE EAST SIDE OF THE HIGHWAY, ABOUT HALF WAY
 CA0068'BETWEEN A BLOCK HOUSE AND THE HIGHWAY, ON THE SOUTH SIDE OF A FENCE
 CA0068'RUNNING EAST AND WEST. TO REACH THE STATION FROM THE POST OFFICE IN
 CA0068'HAMILTON GO SOUTH ON U.S.  HIGHWAY 281, 3.3 KM (2.05 MI) TO THE
 CA0068'STATION ON THE LEFT. STATION IS 64.0 M (210.0 FT) WEST-NORTHWEST OF
 CA0068'THE NORTHWEST CORNER OF THE HOUSE, 37.O M NORTH OF THE DRIVEWAY
 CA0068'CENTER, 31.4 M (103.0 FT) EAST OF THE HIGHWAY CENTERLINE, 16.6 M (54.5
 CA0068'FT) EAST-SOUTHEAST OF A UTILITY POLE WITH 1 TRANSFORMER AND 1 GUYWIRE,
 CA0068'13.1 M (43.0 FT) EAST OF A FENCE CORNER, AND THE MONUMENT IS 0.3 M
 CA0068'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND IS FLUSH WITH THE GROUND
 CA0068'SURFACE.  BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0381 ***********************************************************************
 DM0381  DESIGNATION -  A 286
 DM0381  PID         -  DM0381
 DM0381  STATE/COUNTY-  TX/LAMAR
 DM0381  USGS QUAD   -  DETROIT (1964)
 DM0381
 DM0381                         *CURRENT SURVEY CONTROL
 DM0381  ___________________________________________________________________
 DM0381* NAD 83(1986)-  33 39 29.     (N)    095 20 59.     (W)     SCALED    
 DM0381* NAVD 88     -       149.651  (meters)     490.98   (feet)  ADJUSTED  
 DM0381  ___________________________________________________________________
 DM0381  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DM0381  DYNAMIC HT  -         149.495 (meters)     490.47  (feet)  COMP
 DM0381  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 DM0381
 DM0381  VERT ORDER  -  SECOND    CLASS 0
 DM0381
 DM0381.The horizontal coordinates were scaled from a topographic map and have
 DM0381.an estimated accuracy of +/- 6 seconds.
 DM0381
 DM0381.The orthometric height was determined by differential leveling
 DM0381.and adjusted by the National Geodetic Survey in June 1991..
 DM0381
 DM0381.The geoid height was determined by GEOID03.
 DM0381
 DM0381.The dynamic height is computed by dividing the NAVD 88
 DM0381.geopotential number by the normal gravity value computed on the
 DM0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0381.degrees latitude (g = 980.6199 gals.).
 DM0381
 DM0381.The modeled gravity was interpolated from observed gravity values.
 DM0381
 DM0381;                    North         East    Units  Estimated Accuracy
 DM0381;SPC TXNC     - 2,225,210.      892,130.      MT  (+/- 180 meters Scaled)
 DM0381
 DM0381                          SUPERSEDED SURVEY CONTROL
 DM0381
 DM0381  NGVD 29 (??/??/92)  149.633  (m)          490.92   (f) ADJ UNCH    2 0
 DM0381
 DM0381.Superseded values are not recommended for survey control.
 DM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0381.See file dsdata.txt to determine how the superseded data were derived.
 DM0381
 DM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT821267(NAD 83)
 DM0381_MARKER: DB = BENCH MARK DISK
 DM0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0381_STAMPING: A 286 1934
 DM0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0381+STABILITY: SURFACE MOTION
 DM0381
 DM0381  HISTORY     - Date     Condition        Report By
 DM0381  HISTORY     - 1934     MONUMENTED       CGS
 DM0381  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0381
 DM0381                          STATION DESCRIPTION
 DM0381
 DM0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0381'2.0 MI E FROM BLOSSOM.
 DM0381'2.0 MI E OF AND ALONG THE T P R R 79 FEET SW OF MILE POST 79.  51 FEET
 DM0381'S OF CENTER OF TRACK.  1 FOOT S OF R/W FENCE.
 DM0381
 DM0381                          STATION RECOVERY (1995)
 DM0381
 DM0381'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0902 ***********************************************************************
 CR0902  DESIGNATION -  A 288
 CR0902  PID         -  CR0902
 CR0902  STATE/COUNTY-  TX/VAN ZANDT
 CR0902  USGS QUAD   -  EDGEWOOD (1981)
 CR0902
 CR0902                         *CURRENT SURVEY CONTROL
 CR0902  ___________________________________________________________________
 CR0902* NAD 83(1986)-  32 42 25.     (N)    095 59 45.     (W)     SCALED    
 CR0902* NAVD 88     -       162.622  (meters)     533.54   (feet)  ADJUSTED  
 CR0902  ___________________________________________________________________
 CR0902  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CR0902  DYNAMIC HT  -         162.439 (meters)     532.94  (feet)  COMP
 CR0902  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 CR0902
 CR0902  VERT ORDER  -  SECOND    CLASS 0
 CR0902
 CR0902.The horizontal coordinates were scaled from a topographic map and have
 CR0902.an estimated accuracy of +/- 6 seconds.
 CR0902
 CR0902.The orthometric height was determined by differential leveling
 CR0902.and adjusted by the National Geodetic Survey in June 1991..
 CR0902
 CR0902.The geoid height was determined by GEOID03.
 CR0902
 CR0902.The dynamic height is computed by dividing the NAVD 88
 CR0902.geopotential number by the normal gravity value computed on the
 CR0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0902.degrees latitude (g = 980.6199 gals.).
 CR0902
 CR0902.The modeled gravity was interpolated from observed gravity values.
 CR0902
 CR0902;                    North         East    Units  Estimated Accuracy
 CR0902;SPC TXNC     - 2,118,150.      834,750.      MT  (+/- 180 meters Scaled)
 CR0902
 CR0902                          SUPERSEDED SURVEY CONTROL
 CR0902
 CR0902  NGVD 29 (??/??/92)  162.631  (m)          533.57   (f) ADJ UNCH    2 0
 CR0902
 CR0902.Superseded values are not recommended for survey control.
 CR0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0902.See file dsdata.txt to determine how the superseded data were derived.
 CR0902
 CR0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS191227(NAD 83)
 CR0902_MARKER: DB = BENCH MARK DISK
 CR0902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0902_SP_SET: CULVERT
 CR0902_STAMPING: A 288 1934
 CR0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0902
 CR0902  HISTORY     - Date     Condition        Report By
 CR0902  HISTORY     - 1934     MONUMENTED       CGS
 CR0902  HISTORY     - 1952     GOOD             NGS
 CR0902  HISTORY     - 1988     GOOD             USPSQD
 CR0902  HISTORY     - 1988     GOOD             USPSQD
 CR0902  HISTORY     - 19930614 GOOD             USPSQD
 CR0902  HISTORY     - 19950831 GOOD             USPSQD
 CR0902
 CR0902                          STATION DESCRIPTION
 CR0902
 CR0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CR0902'0.9 MI E FROM WILLS POINT.
 CR0902'0.9 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CR0902'WILLS POINT, 2 POLES WEST OF MILEPOST 166, 12 FEET NORTH OF THE NORTH
 CR0902'RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE EAST
 CR0902'END OF THE NORTH HEADWALL OF A 5 FOOT CONCRETE CULVERT UNDER THE
 CR0902'RAILROAD.
 CR0902
 CR0902                          STATION RECOVERY (1988)
 CR0902
 CR0902'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CR0902'RECOVERED IN GOOD CONDITION.
 CR0902
 CR0902                          STATION RECOVERY (1988)
 CR0902
 CR0902'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CR0902'RECOVERED IN GOOD CONDITION.
 CR0902
 CR0902                          STATION RECOVERY (1993)
 CR0902
 CR0902'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0902'RECOVERED IN GOOD CONDITION.
 CR0902
 CR0902                          STATION RECOVERY (1995)
 CR0902
 CR0902'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0197 ***********************************************************************
 CS0197  DESIGNATION -  A 289
 CS0197  PID         -  CS0197
 CS0197  STATE/COUNTY-  TX/KAUFMAN
 CS0197  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0197
 CS0197                         *CURRENT SURVEY CONTROL
 CS0197  ___________________________________________________________________
 CS0197* NAD 83(1986)-  32 44 19.     (N)    096 23 02.     (W)     SCALED    
 CS0197* NAVD 88     -       137.720  (meters)     451.84   (feet)  ADJUSTED  
 CS0197  ___________________________________________________________________
 CS0197  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0197  DYNAMIC HT  -         137.568 (meters)     451.34  (feet)  COMP
 CS0197  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 CS0197
 CS0197  VERT ORDER  -  SECOND    CLASS 0
 CS0197
 CS0197.The horizontal coordinates were scaled from a topographic map and have
 CS0197.an estimated accuracy of +/- 6 seconds.
 CS0197
 CS0197.The orthometric height was determined by differential leveling
 CS0197.and adjusted by the National Geodetic Survey in June 1991..
 CS0197.WARNING-Repeat measurements at this control monument indicate possible
 CS0197.vertical movement.
 CS0197
 CS0197.The geoid height was determined by GEOID03.
 CS0197
 CS0197.The dynamic height is computed by dividing the NAVD 88
 CS0197.geopotential number by the normal gravity value computed on the
 CS0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0197.degrees latitude (g = 980.6199 gals.).
 CS0197
 CS0197.The modeled gravity was interpolated from observed gravity values.
 CS0197
 CS0197;                    North         East    Units  Estimated Accuracy
 CS0197;SPC TXNC     - 2,120,870.      798,300.      MT  (+/- 180 meters Scaled)
 CS0197
 CS0197                          SUPERSEDED SURVEY CONTROL
 CS0197
 CS0197  NGVD 29 (??/??/92)  137.735  (m)          451.89   (f) ADJ UNCH    2 0
 CS0197
 CS0197.Superseded values are not recommended for survey control.
 CS0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0197.See file dsdata.txt to determine how the superseded data were derived.
 CS0197
 CS0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB451253(NAD 83)
 CS0197_MARKER: DB = BENCH MARK DISK
 CS0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0197_STAMPING: A 289 1934
 CS0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0197+STABILITY: SURFACE MOTION
 CS0197
 CS0197  HISTORY     - Date     Condition        Report By
 CS0197  HISTORY     - 1934     MONUMENTED       CGS
 CS0197  HISTORY     - 1952     GOOD             NGS
 CS0197
 CS0197                          STATION DESCRIPTION
 CS0197
 CS0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0197'6.2 MI W FROM TERRELL.
 CS0197'1 BLOCK SOUTH ALONG NORTH CATHERINE STREET FROM THE POST OFFICE AT
 CS0197'TERRELL, THENCE 6.2 MILES WEST ALONG U.S. HIGHWAY 80, 68 FEET
 CS0197'NORTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 54 FEET SOUTH OF
 CS0197'THE CENTER LINE OF THE HIGHWAY, 55 FEET EAST OF THE CENTER LINE OF A
 CS0197'GRAVELED ROAD, 32 FEET NORTH OF THE NORTH RAIL OF THE TEXAS AND
 CS0197'PACIFIC RAILROAD, 2.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 CS0197'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0324 ***********************************************************************
 AZ0324  DESIGNATION -  A 29
 AZ0324  PID         -  AZ0324
 AZ0324  STATE/COUNTY-  TX/TERRELL
 AZ0324  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0324
 AZ0324                         *CURRENT SURVEY CONTROL
 AZ0324  ___________________________________________________________________
 AZ0324* NAD 83(1986)-  29 58 09.     (N)    101 52 08.     (W)     SCALED    
 AZ0324* NAVD 88     -       488.565  (meters)    1602.90   (feet)  ADJUSTED  
 AZ0324  ___________________________________________________________________
 AZ0324  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AZ0324  DYNAMIC HT  -         487.836 (meters)    1600.51  (feet)  COMP
 AZ0324  MODELED GRAV-     979,135.4   (mgal)                       NAVD 88
 AZ0324
 AZ0324  VERT ORDER  -  FIRST     CLASS II
 AZ0324
 AZ0324.The horizontal coordinates were scaled from a topographic map and have
 AZ0324.an estimated accuracy of +/- 6 seconds.
 AZ0324
 AZ0324.The orthometric height was determined by differential leveling
 AZ0324.and adjusted by the National Geodetic Survey in June 1991..
 AZ0324
 AZ0324.The geoid height was determined by GEOID03.
 AZ0324
 AZ0324.The dynamic height is computed by dividing the NAVD 88
 AZ0324.geopotential number by the normal gravity value computed on the
 AZ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0324.degrees latitude (g = 980.6199 gals.).
 AZ0324
 AZ0324.The modeled gravity was interpolated from observed gravity values.
 AZ0324
 AZ0324;                    North         East    Units  Estimated Accuracy
 AZ0324;SPC TXSC     - 4,240,110.      323,160.      MT  (+/- 180 meters Scaled)
 AZ0324
 AZ0324                          SUPERSEDED SURVEY CONTROL
 AZ0324
 AZ0324  NGVD 29 (??/??/92)  488.408  (m)         1602.39   (f) ADJ UNCH    1 2
 AZ0324
 AZ0324.Superseded values are not recommended for survey control.
 AZ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0324.See file dsdata.txt to determine how the superseded data were derived.
 AZ0324
 AZ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU231188(NAD 83)
 AZ0324_MARKER: DB = BENCH MARK DISK
 AZ0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0324_SP_SET: ABUTMENT
 AZ0324_STAMPING: A 29 1917 ELEV. 1602.608 FT
 AZ0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0324
 AZ0324  HISTORY     - Date     Condition        Report By
 AZ0324  HISTORY     - 1917     MONUMENTED       CGS
 AZ0324  HISTORY     - 1958     GOOD             NGS
 AZ0324
 AZ0324                          STATION DESCRIPTION
 AZ0324
 AZ0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0324'18.55 MI SE FROM DRYDEN.
 AZ0324'ABOUT 18.55 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0324'FROM THE STATION AT DRYDEN, ABOUT 0.4 MILE SOUTHEAST OF MILEPOST 467,
 AZ0324'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 AZ0324'A LARGE STEEL GIRDER BRIDGE OVER MEYERS CANYON, 11 FEET SOUTHWEST OF
 AZ0324'THE SOUTHWEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0368 ***********************************************************************
 DO0368  DESIGNATION -  A 290
 DO0368  PID         -  DO0368
 DO0368  STATE/COUNTY-  TX/ARCHER
 DO0368  USGS QUAD   -  ARCHER CITY EAST (1963)
 DO0368
 DO0368                         *CURRENT SURVEY CONTROL
 DO0368  ___________________________________________________________________
 DO0368* NAD 83(1986)-  33 35 23.     (N)    098 35 33.     (W)     SCALED    
 DO0368* NAVD 88     -       317.523  (meters)    1041.74   (feet)  ADJUSTED  
 DO0368  ___________________________________________________________________
 DO0368  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DO0368  DYNAMIC HT  -         317.164 (meters)    1040.56  (feet)  COMP
 DO0368  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 DO0368
 DO0368  VERT ORDER  -  SECOND    CLASS 0
 DO0368
 DO0368.The horizontal coordinates were scaled from a topographic map and have
 DO0368.an estimated accuracy of +/- 6 seconds.
 DO0368
 DO0368.The orthometric height was determined by differential leveling
 DO0368.and adjusted by the National Geodetic Survey in June 1991..
 DO0368
 DO0368.The geoid height was determined by GEOID03.
 DO0368
 DO0368.The dynamic height is computed by dividing the NAVD 88
 DO0368.geopotential number by the normal gravity value computed on the
 DO0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0368.degrees latitude (g = 980.6199 gals.).
 DO0368
 DO0368.The modeled gravity was interpolated from observed gravity values.
 DO0368
 DO0368;                    North         East    Units  Estimated Accuracy
 DO0368;SPC TXNC     - 2,213,260.      591,410.      MT  (+/- 180 meters Scaled)
 DO0368
 DO0368                          SUPERSEDED SURVEY CONTROL
 DO0368
 DO0368  NGVD 29 (??/??/92)  317.438  (m)         1041.46   (f) ADJ UNCH    2 0
 DO0368
 DO0368.Superseded values are not recommended for survey control.
 DO0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0368.See file dsdata.txt to determine how the superseded data were derived.
 DO0368
 DO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC378167(NAD 83)
 DO0368_MARKER: DB = BENCH MARK DISK
 DO0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0368_STAMPING: A 290 1934 1041.376
 DO0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0368+STABILITY: SURFACE MOTION
 DO0368
 DO0368  HISTORY     - Date     Condition        Report By
 DO0368  HISTORY     - 1934     MONUMENTED       CGS
 DO0368  HISTORY     - 1961     GOOD             NGS
 DO0368
 DO0368                          STATION DESCRIPTION
 DO0368
 DO0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0368'2.0 MI E FROM ARCHER CITY.
 DO0368'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE AT
 DO0368'ARCHER CITY, 54 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 175 FEET
 DO0368'SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT, 10 FEET NORTHWEST OF
 DO0368'A CONCRETE RIGHT-OF-WAY MARK, 3 FEET SOUTH OF A FENCE, 2.4 FEET SOUTH
 DO0368'OF METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 DO0368'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0173 ***********************************************************************
 DO0173  DESIGNATION -  A 291 RESET
 DO0173  PID         -  DO0173
 DO0173  STATE/COUNTY-  TX/JACK
 DO0173  USGS QUAD   -  JACKSBORO NE (1982)
 DO0173
 DO0173                         *CURRENT SURVEY CONTROL
 DO0173  ___________________________________________________________________
 DO0173* NAD 83(1986)-  33 10 59.     (N)    098 07 30.     (W)     SCALED    
 DO0173* NAVD 88     -       358.566  (meters)    1176.40   (feet)  ADJUSTED  
 DO0173  ___________________________________________________________________
 DO0173  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DO0173  DYNAMIC HT  -         358.152 (meters)    1175.04  (feet)  COMP
 DO0173  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 DO0173
 DO0173  VERT ORDER  -  SECOND    CLASS 0
 DO0173
 DO0173.The horizontal coordinates were scaled from a topographic map and have
 DO0173.an estimated accuracy of +/- 6 seconds.
 DO0173
 DO0173.The orthometric height was determined by differential leveling
 DO0173.and adjusted by the National Geodetic Survey in June 1991..
 DO0173
 DO0173.The geoid height was determined by GEOID03.
 DO0173
 DO0173.The dynamic height is computed by dividing the NAVD 88
 DO0173.geopotential number by the normal gravity value computed on the
 DO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0173.degrees latitude (g = 980.6199 gals.).
 DO0173
 DO0173.The modeled gravity was interpolated from observed gravity values.
 DO0173
 DO0173;                    North         East    Units  Estimated Accuracy
 DO0173;SPC TXNC     - 2,168,220.      634,970.      MT  (+/- 180 meters Scaled)
 DO0173
 DO0173                          SUPERSEDED SURVEY CONTROL
 DO0173
 DO0173  NGVD 29 (??/??/92)  358.489  (m)         1176.14   (f) ADJ UNCH    2 0
 DO0173
 DO0173.Superseded values are not recommended for survey control.
 DO0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0173.See file dsdata.txt to determine how the superseded data were derived.
 DO0173
 DO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB815719(NAD 83)
 DO0173_MARKER: DB = BENCH MARK DISK
 DO0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0173_STAMPING: A 291 RESET 1950
 DO0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0173+STABILITY: SURFACE MOTION
 DO0173
 DO0173  HISTORY     - Date     Condition        Report By
 DO0173  HISTORY     - 1950     MONUMENTED       CGS
 DO0173  HISTORY     - 1961     GOOD             NGS
 DO0173  HISTORY     - 20010325 GOOD             USPSQD
 DO0173  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 DO0173
 DO0173                          STATION DESCRIPTION
 DO0173
 DO0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0173'3.35 MI SE FROM JACKSBORO.
 DO0173'ABOUT 3.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY
 DO0173'199 FROM THE COURTHOUSE AT JACKSBORO, THENCE 0.3 MILE SOUTHEAST ALONG
 DO0173'THE OLD PORTION OF THE HIGHWAYS, ABOUT 0.4 MILE NORTHWEST OF THE OLD
 DO0173'HIGHWAY OVERPASS OVER THE ROCK ISLAND RAILROAD, ABOUT 0.1 MILE
 DO0173'SOUTHWEST OF THE HIGHWAYS, AT THE OLD CROSSING OF THE ABANDONED GULF,
 DO0173'TEXAS AND WESTERN RAILROAD, 63 FEET NORTHEAST OF THE CENTER LINE OF
 DO0173'THE HIGHWAY, 60 FEET SOUTHEAST OF THE ABANDONED RAILROAD GRADE, 14
 DO0173'FEET SOUTHEAST OF A FENCE CORNER, 2 1/2 FEET NORTHEAST OF A FENCE, 3.0
 DO0173'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE NEW
 DO0173'HIGHWAY, ABOUT 4 FEET BELOW THE LEVEL OF THE OLD HIGHWAY, AND SET IN
 DO0173'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DO0173
 DO0173                          STATION RECOVERY (2001)
 DO0173
 DO0173'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0173'RECOVERED IN GOOD CONDITION.
 DO0173
 DO0173                          STATION RECOVERY (2005)
 DO0173
 DO0173'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0775 ***********************************************************************
 BZ0775  DESIGNATION -  A 292
 BZ0775  PID         -  BZ0775
 BZ0775  STATE/COUNTY-  TX/MCLENNAN
 BZ0775  USGS QUAD   -  CRAWFORD (1979)
 BZ0775
 BZ0775                         *CURRENT SURVEY CONTROL
 BZ0775  ___________________________________________________________________
 BZ0775* NAD 83(1986)-  31 36 09.     (N)    097 27 29.     (W)     SCALED    
 BZ0775* NAVD 88     -       226.699  (meters)     743.76   (feet)  ADJUSTED  
 BZ0775  ___________________________________________________________________
 BZ0775  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BZ0775  DYNAMIC HT  -         226.405 (meters)     742.80  (feet)  COMP
 BZ0775  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 BZ0775
 BZ0775  VERT ORDER  -  SECOND    CLASS 0
 BZ0775
 BZ0775.The horizontal coordinates were scaled from a topographic map and have
 BZ0775.an estimated accuracy of +/- 6 seconds.
 BZ0775
 BZ0775.The orthometric height was determined by differential leveling
 BZ0775.and adjusted by the National Geodetic Survey in June 1991..
 BZ0775
 BZ0775.The geoid height was determined by GEOID03.
 BZ0775
 BZ0775.The dynamic height is computed by dividing the NAVD 88
 BZ0775.geopotential number by the normal gravity value computed on the
 BZ0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0775.degrees latitude (g = 980.6199 gals.).
 BZ0775
 BZ0775.The modeled gravity was interpolated from observed gravity values.
 BZ0775
 BZ0775;                    North         East    Units  Estimated Accuracy
 BZ0775;SPC TX C     - 3,218,130.      972,810.      MT  (+/- 180 meters Scaled)
 BZ0775
 BZ0775                          SUPERSEDED SURVEY CONTROL
 BZ0775
 BZ0775  NGVD 29 (??/??/92)  226.653  (m)          743.61   (f) ADJ UNCH    2 0
 BZ0775
 BZ0775.Superseded values are not recommended for survey control.
 BZ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0775.See file dsdata.txt to determine how the superseded data were derived.
 BZ0775
 BZ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV462974(NAD 83)
 BZ0775_MARKER: DB = BENCH MARK DISK
 BZ0775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0775_SP_SET: ABUTMENT
 BZ0775_STAMPING: A 292 1934
 BZ0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0775+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BZ0775
 BZ0775  HISTORY     - Date     Condition        Report By
 BZ0775  HISTORY     - 1934     MONUMENTED       CGS
 BZ0775  HISTORY     - 1966     GOOD             NGS
 BZ0775  HISTORY     - 19950716 MARK NOT FOUND   USPSQD
 BZ0775  HISTORY     - 20010317 GOOD             USPSQD
 BZ0775  HISTORY     - 20040110 GOOD             USPSQD
 BZ0775  HISTORY     - 20050728 GOOD             USPSQD
 BZ0775
 BZ0775                          STATION DESCRIPTION
 BZ0775
 BZ0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ0775'3.9 MI S FROM VALLEY MILLS.
 BZ0775'ABOUT 3.9 MILES SOUTH ALONG THE GULF COLORADO AND SANTA FE RAILWAY
 BZ0775'FROM THE STATION AT VALLEY MILLS, BOSQUE COUNTY, ABOUT 250 YARDS NORTH
 BZ0775'OF MILEPOST 255, AT OVERPASS 255 A, IN THE TOP OF THE NORTHEAST
 BZ0775'CONCRETE ABUTMENT, AND 10 FEET EAST OF THE CENTER LINE OF THE TRACK. A
 BZ0775'STANDARD DISK, STAMPED A 292 1934.  NOTE-- THE MARK MAY BE REACHED
 BZ0775'FROM VALLEY MILLS, BY GOING SOUTH ALONG STATE HIGHWAY 317 FOR 3.8
 BZ0775'MILES TO SITE OF MARK.  IT IS ABOUT 100 YARDS NORTH OF THE MANHATTAN
 BZ0775'SIDING SIGN POST.
 BZ0775
 BZ0775                          STATION RECOVERY (1995)
 BZ0775
 BZ0775'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0775'MARK NOT FOUND.
 BZ0775
 BZ0775                          STATION RECOVERY (2001)
 BZ0775
 BZ0775'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0775'RECOVERED IN GOOD CONDITION.
 BZ0775
 BZ0775                          STATION RECOVERY (2004)
 BZ0775
 BZ0775'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ0775'RECOVERED IN GOOD CONDITION.
 BZ0775
 BZ0775                          STATION RECOVERY (2005)
 BZ0775
 BZ0775'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ0775'VERY EASY TO FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2129 ***********************************************************************
 CS2129  DESIGNATION -  A 293
 CS2129  PID         -  CS2129
 CS2129  STATE/COUNTY-  TX/HILL
 CS2129  USGS QUAD   -  BLUM (1976)
 CS2129
 CS2129                         *CURRENT SURVEY CONTROL
 CS2129  ___________________________________________________________________
 CS2129* NAD 83(1986)-  32 08 36.     (N)    097 23 57.     (W)     SCALED    
 CS2129* NAVD 88     -       178.019  (meters)     584.05   (feet)  ADJUSTED  
 CS2129  ___________________________________________________________________
 CS2129  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS2129  DYNAMIC HT  -         177.801 (meters)     583.34  (feet)  COMP
 CS2129  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 CS2129
 CS2129  VERT ORDER  -  SECOND    CLASS 0
 CS2129
 CS2129.The horizontal coordinates were scaled from a topographic map and have
 CS2129.an estimated accuracy of +/- 6 seconds.
 CS2129
 CS2129.The orthometric height was determined by differential leveling
 CS2129.and adjusted by the National Geodetic Survey in June 1991..
 CS2129
 CS2129.The geoid height was determined by GEOID03.
 CS2129
 CS2129.The dynamic height is computed by dividing the NAVD 88
 CS2129.geopotential number by the normal gravity value computed on the
 CS2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2129.degrees latitude (g = 980.6199 gals.).
 CS2129
 CS2129.The modeled gravity was interpolated from observed gravity values.
 CS2129
 CS2129;                    North         East    Units  Estimated Accuracy
 CS2129;SPC TXNC     - 2,053,400.      703,860.      MT  (+/- 180 meters Scaled)
 CS2129
 CS2129                          SUPERSEDED SURVEY CONTROL
 CS2129
 CS2129  NGVD 29 (??/??/92)  177.999  (m)          583.99   (f) ADJ UNCH    2 0
 CS2129
 CS2129.Superseded values are not recommended for survey control.
 CS2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2129.See file dsdata.txt to determine how the superseded data were derived.
 CS2129
 CS2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA509574(NAD 83)
 CS2129_MARKER: DB = BENCH MARK DISK
 CS2129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2129_SP_SET: FOUNDATION
 CS2129_STAMPING: A 293 1934
 CS2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2129
 CS2129  HISTORY     - Date     Condition        Report By
 CS2129  HISTORY     - 1934     MONUMENTED       CGS
 CS2129  HISTORY     - 1966     GOOD             NGS
 CS2129  HISTORY     - 19990220 GOOD             USPSQD
 CS2129
 CS2129                          STATION DESCRIPTION
 CS2129
 CS2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2129'IN BLUM.
 CS2129'AT BLUM, HILL COUNTY, IN THE WALL OF THE CONCRETE FOUNDATION OF THE
 CS2129'GULF, COLORADO AND SANTA FE RAILWAY STATION, DIRECTLY BELOW THE
 CS2129'DESPATCHERS WINDOW, AND 21 FEET EAST OF THE CENTER LINE OF THE MAIN
 CS2129'TRACK.  A STANDARD DISK, STAMPED A 293 1934 AND SET VERTICALLY. NOTE--
 CS2129'THE OLD RAILWAY STATION IS NOW USED FOR A STORAGE BUILDING. IT WAS
 CS2129'REPORTED THE BUILDING IS TO BE LEFT INTACT, EVEN THOUGH THE RAILROAD
 CS2129'TRACKS HAVE BEEN REMOVED.
 CS2129
 CS2129                          STATION RECOVERY (1999)
 CS2129
 CS2129'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0734 ***********************************************************************
 CS0734  DESIGNATION -  A 294
 CS0734  PID         -  CS0734
 CS0734  STATE/COUNTY-  TX/ELLIS
 CS0734  USGS QUAD   -  MIDLOTHIAN (1978)
 CS0734
 CS0734                         *CURRENT SURVEY CONTROL
 CS0734  ___________________________________________________________________
 CS0734* NAD 83(1986)-  32 28 49.     (N)    096 58 35.     (W)     SCALED    
 CS0734* NAVD 88     -       214.371  (meters)     703.32   (feet)  ADJUSTED  
 CS0734  ___________________________________________________________________
 CS0734  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CS0734  DYNAMIC HT  -         214.115 (meters)     702.48  (feet)  COMP
 CS0734  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 CS0734
 CS0734  VERT ORDER  -  SECOND    CLASS 0
 CS0734
 CS0734.The horizontal coordinates were scaled from a topographic map and have
 CS0734.an estimated accuracy of +/- 6 seconds.
 CS0734
 CS0734.The orthometric height was determined by differential leveling
 CS0734.and adjusted by the National Geodetic Survey in June 1991..
 CS0734
 CS0734.The geoid height was determined by GEOID03.
 CS0734
 CS0734.The dynamic height is computed by dividing the NAVD 88
 CS0734.geopotential number by the normal gravity value computed on the
 CS0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0734.degrees latitude (g = 980.6199 gals.).
 CS0734
 CS0734.The modeled gravity was interpolated from observed gravity values.
 CS0734
 CS0734;                    North         East    Units  Estimated Accuracy
 CS0734;SPC TXNC     - 2,091,260.      743,200.      MT  (+/- 180 meters Scaled)
 CS0734
 CS0734                          SUPERSEDED SURVEY CONTROL
 CS0734
 CS0734  NGVD 29 (??/??/92)  214.350  (m)          703.25   (f) ADJ UNCH    2 0
 CS0734
 CS0734.Superseded values are not recommended for survey control.
 CS0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0734.See file dsdata.txt to determine how the superseded data were derived.
 CS0734
 CS0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA901954(NAD 83)
 CS0734_MARKER: DB = BENCH MARK DISK
 CS0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0734_STAMPING: A 294 1934
 CS0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0734+STABILITY: SURFACE MOTION
 CS0734
 CS0734  HISTORY     - Date     Condition        Report By
 CS0734  HISTORY     - 1934     MONUMENTED       CGS
 CS0734  HISTORY     - 1965     GOOD             NGS
 CS0734
 CS0734                          STATION DESCRIPTION
 CS0734
 CS0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS0734'1.5 MI E FROM MIDLOTHIAN.
 CS0734'1.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE GULF.
 CS0734'COLORADO AND SANTA FE RAILWAY STATION AT MIDLOTHIAN, ELLIS COUNTY,
 CS0734'100 FEET EAST OF MILEPOST 22, AT A ROAD CROSSING, 42 FEET SOUTH OF THE
 CS0734'CENTER LINE OF THE TRACK, 10 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CS0734'AND NEAR THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 294 1934
 CS0734'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE BENCH MARK MAY BE
 CS0734'REACHED FROM THE RAILWAY STATION IN MIDLOTHIAN BY GOING EAST 0.4 MILE
 CS0734'ALONG U. S. HIGHWAY 287, THENCE 0.3 MILE NORTH, THENCE EAST 0.2 MILE
 CS0734'TO THE RAILROAD TRACK, THENCE 0.6 MILE ALONG THE RAILROAD TRACKS TO
 CS0734'SITE OF BENCH MARK, 129 FEET EAST OF MILE POST 22, 44 FEET SOUTH OF
 CS0734'THE SOUTH RAIL ROAD TRACK, 20 FEET EAST OF THE CENTER OF A ROCK ROAD,
 CS0734'7 FEET EAST OF A FENCE CORNER, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 CS0734'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0534 ***********************************************************************
 DM0534  DESIGNATION -  A 295
 DM0534  PID         -  DM0534
 DM0534  STATE/COUNTY-  TX/FANNIN
 DM0534  USGS QUAD   -  LADONIA (1964)
 DM0534
 DM0534                         *CURRENT SURVEY CONTROL
 DM0534  ___________________________________________________________________
 DM0534* NAD 83(1986)-  33 24 25.     (N)    095 59 12.     (W)     SCALED    
 DM0534* NAVD 88     -       199.761  (meters)     655.38   (feet)  ADJUSTED  
 DM0534  ___________________________________________________________________
 DM0534  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DM0534  DYNAMIC HT  -         199.549 (meters)     654.69  (feet)  COMP
 DM0534  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 DM0534
 DM0534  VERT ORDER  -  SECOND    CLASS 0
 DM0534
 DM0534.The horizontal coordinates were scaled from a topographic map and have
 DM0534.an estimated accuracy of +/- 6 seconds.
 DM0534
 DM0534.The orthometric height was determined by differential leveling
 DM0534.and adjusted by the National Geodetic Survey in June 1991..
 DM0534
 DM0534.The geoid height was determined by GEOID03.
 DM0534
 DM0534.The dynamic height is computed by dividing the NAVD 88
 DM0534.geopotential number by the normal gravity value computed on the
 DM0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0534.degrees latitude (g = 980.6199 gals.).
 DM0534
 DM0534.The modeled gravity was interpolated from observed gravity values.
 DM0534
 DM0534;                    North         East    Units  Estimated Accuracy
 DM0534;SPC TXNC     - 2,195,780.      833,750.      MT  (+/- 180 meters Scaled)
 DM0534
 DM0534                          SUPERSEDED SURVEY CONTROL
 DM0534
 DM0534  NGVD 29 (??/??/92)  199.745  (m)          655.33   (f) ADJ UNCH    2 0
 DM0534
 DM0534.Superseded values are not recommended for survey control.
 DM0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0534.See file dsdata.txt to determine how the superseded data were derived.
 DM0534
 DM0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT222003(NAD 83)
 DM0534_MARKER: DB = BENCH MARK DISK
 DM0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0534_STAMPING: A 295 1934
 DM0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0534+STABILITY: SURFACE MOTION
 DM0534
 DM0534  HISTORY     - Date     Condition        Report By
 DM0534  HISTORY     - 1934     MONUMENTED       CGS
 DM0534  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DM0534
 DM0534                          STATION DESCRIPTION
 DM0534
 DM0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0534'2.6 MI W FROM LADONIA.
 DM0534'2.6 MI W OF AND ALONG THE S F R R 27 FEET W OF TRACK.  CLOSE TO R/W
 DM0534'FENCE.  12 FEET N OF GATE IN R/W FENCE.  100 FEET S OF MILE POST 119.
 DM0534
 DM0534                          STATION RECOVERY (1994)
 DM0534
 DM0534'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1337 ***********************************************************************
 BY1337  DESIGNATION -  A 298
 BY1337  PID         -  BY1337
 BY1337  STATE/COUNTY-  TX/CHEROKEE
 BY1337  USGS QUAD   -  FOREST (1973)
 BY1337
 BY1337                         *CURRENT SURVEY CONTROL
 BY1337  ___________________________________________________________________
 BY1337* NAD 83(1986)-  31 35 40.     (N)    095 03 58.     (W)     SCALED    
 BY1337* NAVD 88     -        97.42   (+/-2cm)     319.6    (feet)  VERTCON   
 BY1337  ___________________________________________________________________
 BY1337  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY1337
 BY1337  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1337
 BY1337.The horizontal coordinates were scaled from a topographic map and have
 BY1337.an estimated accuracy of +/- 6 seconds.
 BY1337
 BY1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1337.The vertical order pertains to the NGVD 29 superseded value.
 BY1337
 BY1337.The geoid height was determined by GEOID03.
 BY1337
 BY1337;                    North         East    Units  Estimated Accuracy
 BY1337;SPC TX C     - 3,225,540.    1,199,680.      MT  (+/- 180 meters Scaled)
 BY1337
 BY1337                          SUPERSEDED SURVEY CONTROL
 BY1337
 BY1337  NGVD 29 (??/??/92)   97.459  (m)          319.75   (f) ADJ UNCH    2 0
 BY1337
 BY1337.Superseded values are not recommended for survey control.
 BY1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1337.See file dsdata.txt to determine how the superseded data were derived.
 BY1337
 BY1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ039973(NAD 83)
 BY1337_MARKER: DB = BENCH MARK DISK
 BY1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1337_STAMPING: A 298 1934
 BY1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1337+STABILITY: SURFACE MOTION
 BY1337
 BY1337  HISTORY     - Date     Condition        Report By
 BY1337  HISTORY     - 1934     MONUMENTED       CGS
 BY1337  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1337  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1337
 BY1337                          STATION DESCRIPTION
 BY1337
 BY1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1337'4.1 MI S FROM ALTO.
 BY1337'4.1 MILES S OF AND ALONG THE ST. L. AND SW. R. R. 27 FEET E OF THE
 BY1337'CENTER OF THE MAIN TRACK.  8 FEET S OF MILE POST 608/0.  110 FEET NE
 BY1337'OF RAILROAD DEPOT (ABANDONED) AT MORRILL.
 BY1337
 BY1337                          STATION RECOVERY (1973)
 BY1337
 BY1337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1337'MARK NOT FOUND.
 BY1337
 BY1337                          STATION RECOVERY (1996)
 BY1337
 BY1337'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1014 ***********************************************************************
 BY1014  DESIGNATION -  A 299
 BY1014  PID         -  BY1014
 BY1014  STATE/COUNTY-  TX/ANGELINA
 BY1014  USGS QUAD   -  HUNTINGTON (1980)
 BY1014
 BY1014                         *CURRENT SURVEY CONTROL
 BY1014  ___________________________________________________________________
 BY1014* NAD 83(1986)-  31 22 21.     (N)    094 30 19.     (W)     SCALED    
 BY1014* NAVD 88     -        59.55   (+/-2cm)     195.4    (feet)  VERTCON   
 BY1014  ___________________________________________________________________
 BY1014  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY1014
 BY1014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1014
 BY1014.The horizontal coordinates were scaled from a topographic map and have
 BY1014.an estimated accuracy of +/- 6 seconds.
 BY1014
 BY1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1014.The vertical order pertains to the NGVD 29 superseded value.
 BY1014
 BY1014.The geoid height was determined by GEOID03.
 BY1014
 BY1014;                    North         East    Units  Estimated Accuracy
 BY1014;SPC TX C     - 3,203,620.    1,254,120.      MT  (+/- 180 meters Scaled)
 BY1014
 BY1014                          SUPERSEDED SURVEY CONTROL
 BY1014
 BY1014  NGVD 29 (??/??/92)   59.599  (m)          195.53   (f) ADJ UNCH    2 0
 BY1014
 BY1014.Superseded values are not recommended for survey control.
 BY1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1014.See file dsdata.txt to determine how the superseded data were derived.
 BY1014
 BY1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ568718(NAD 83)
 BY1014_MARKER: DB = BENCH MARK DISK
 BY1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1014_STAMPING: A 299 1934
 BY1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1014+STABILITY: SURFACE MOTION
 BY1014
 BY1014  HISTORY     - Date     Condition        Report By
 BY1014  HISTORY     - 1934     MONUMENTED       CGS
 BY1014  HISTORY     - 1952     GOOD             NGS
 BY1014
 BY1014                          STATION DESCRIPTION
 BY1014
 BY1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1014'1.0 MI W FROM EWING.
 BY1014'1.0 MILE WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1014'OLD RAILROAD SECTION HOUSE AT EWING, 136 FEET EAST OF MILEPOST 16,
 BY1014'32.3 FEET NORTH OF THE NORTH RAIL, 29 FEET SOUTH OF THE CENTER LINE OF
 BY1014'A DIRT ROAD, 7.4 FEET SOUTH OF A 26 INCH PINE TREE, 2.3 FEET SOUTHEAST
 BY1014'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 BY1014'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0319 ***********************************************************************
 AM0319  DESIGNATION -  A 3 F
 AM0319  PID         -  AM0319
 AM0319  STATE/COUNTY-  TX/BRAZORIA
 AM0319  USGS QUAD   -  FREEPORT (1974)
 AM0319
 AM0319                         *CURRENT SURVEY CONTROL
 AM0319  ___________________________________________________________________
 AM0319* NAD 83(1986)-  28 57 03.     (N)    095 19 05.     (W)     SCALED    
 AM0319* NAVD 88     -         0.73   (+/-2cm)       2.4    (feet)  VERTCON   
 AM0319  ___________________________________________________________________
 AM0319  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AM0319
 AM0319  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0319
 AM0319.The horizontal coordinates were scaled from a topographic map and have
 AM0319.an estimated accuracy of +/- 6 seconds.
 AM0319
 AM0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0319.The vertical order pertains to the NGVD 29 superseded value.
 AM0319
 AM0319.The geoid height was determined by GEOID03.
 AM0319
 AM0319;                    North         East    Units  Estimated Accuracy
 AM0319;SPC TXSC     - 4,129,500.      958,830.      MT  (+/- 180 meters Scaled)
 AM0319
 AM0319                          SUPERSEDED SURVEY CONTROL
 AM0319
 AM0319  NGVD 29 (??/??/92)    0.754  (m)            2.47   (f) ADJ UNCH    1 2
 AM0319
 AM0319.Superseded values are not recommended for survey control.
 AM0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0319.See file dsdata.txt to determine how the superseded data were derived.
 AM0319
 AM0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN740047(NAD 83)
 AM0319_MARKER: DD = SURVEY DISK
 AM0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0319_SP_SET: PUMP FOUNDATION
 AM0319_STAMPING: A-3-F
 AM0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0319
 AM0319  HISTORY     - Date     Condition        Report By
 AM0319  HISTORY     - UNK      MONUMENTED       DOWCO
 AM0319  HISTORY     - 1973     GOOD             NGS
 AM0319
 AM0319                          STATION DESCRIPTION
 AM0319
 AM0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0319'IN FREEPORT.
 AM0319'AT DOW PLANT A, AT THE WEST CORNER OF BLOCK A-32, AT THE JUNCTION OF
 AM0319'BASE AND RESERVOIR ROADS, 0.4 MILE SOUTHWEST ALONG BASE ROAD FROM
 AM0319'TRIANGULATION STATION PLANT A 1954, 85 1/2 FEET SOUTHEAST OF THE
 AM0319'CENTER LINE OF BASE ROAD, 127 FEET NORTHEAST OF THE EXTENDED CENTER
 AM0319'LINE OF RESERVOIR ROAD, IN THE TOP OF THE CENTER OF A 2.8 BY 2.8-FOOT
 AM0319'CONCRETE PUMP PEDESTAL FOUNDATION ATTACHED TO A 13-3/8-INCH WELL
 AM0319'CASING WHICH IS CEMENTED TO A DEPTH OF 222 FEET, 1.0 FOOT SOUTHEAST OF
 AM0319'THE SOUTHEAST EDGE OF THE NORTHWEST ONE OF THREE PIPE LINES, 75 FEET
 AM0319'NORTHEAST OF THE NORTHWEST-SOUTHEAST PIPE LINE, AND ABOUT LEVEL WITH
 AM0319'THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0242 ***********************************************************************
 AZ0242  DESIGNATION -  A 30
 AZ0242  PID         -  AZ0242
 AZ0242  STATE/COUNTY-  TX/VAL VERDE
 AZ0242  USGS QUAD   -  PECOS HIGH BRIDGE (1979)
 AZ0242
 AZ0242                         *CURRENT SURVEY CONTROL
 AZ0242  ___________________________________________________________________
 AZ0242* NAD 83(1986)-  29 45 29.     (N)    101 21 17.     (W)     SCALED    
 AZ0242* NAVD 88     -       421.666  (meters)    1383.42   (feet)  ADJUSTED  
 AZ0242  ___________________________________________________________________
 AZ0242  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0242  DYNAMIC HT  -         421.050 (meters)    1381.39  (feet)  COMP
 AZ0242  MODELED GRAV-     979,169.8   (mgal)                       NAVD 88
 AZ0242
 AZ0242  VERT ORDER  -  FIRST     CLASS II
 AZ0242
 AZ0242.The horizontal coordinates were scaled from a topographic map and have
 AZ0242.an estimated accuracy of +/- 6 seconds.
 AZ0242
 AZ0242.The orthometric height was determined by differential leveling
 AZ0242.and adjusted by the National Geodetic Survey in June 1991..
 AZ0242
 AZ0242.The geoid height was determined by GEOID03.
 AZ0242
 AZ0242.The dynamic height is computed by dividing the NAVD 88
 AZ0242.geopotential number by the normal gravity value computed on the
 AZ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0242.degrees latitude (g = 980.6199 gals.).
 AZ0242
 AZ0242.The modeled gravity was interpolated from observed gravity values.
 AZ0242
 AZ0242;                    North         East    Units  Estimated Accuracy
 AZ0242;SPC TXSC     - 4,215,600.      372,290.      MT  (+/- 180 meters Scaled)
 AZ0242
 AZ0242                          SUPERSEDED SURVEY CONTROL
 AZ0242
 AZ0242  NGVD 29 (??/??/92)  421.546  (m)         1383.02   (f) ADJ UNCH    1 2
 AZ0242
 AZ0242.Superseded values are not recommended for survey control.
 AZ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0242.See file dsdata.txt to determine how the superseded data were derived.
 AZ0242
 AZ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT723943(NAD 83)
 AZ0242_MARKER: DB = BENCH MARK DISK
 AZ0242_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0242_SP_SET: OUTCROP
 AZ0242_STAMPING: A 30 1917 ELEV 1383.150 FT
 AZ0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0242+STABILITY: POSITION/ELEVATION WELL
 AZ0242
 AZ0242  HISTORY     - Date     Condition        Report By
 AZ0242  HISTORY     - 1917     MONUMENTED       CGS
 AZ0242  HISTORY     - 1958     GOOD             NGS
 AZ0242  HISTORY     - 20010607 MARK NOT FOUND   USPSQD
 AZ0242
 AZ0242                          STATION DESCRIPTION
 AZ0242
 AZ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0242'14.85 MI E FROM LANGTRY.
 AZ0242'ABOUT 14.85 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0242'THE STATION AT LANGTRY, ABOUT 14.4 MILES NORTHWEST OF THE STATION AT
 AZ0242'COMSTOCK, 255 FEET NORTH-NORTHEAST OF AND ACROSS THE TRACK FROM
 AZ0242'MILEPOST 428, IN THE TOP OF A LARG ROCK OUTCROP WHICH IS ABOUT FLUSH
 AZ0242'WITH THE GROUND, 216 FEET NORTH-NORTHEAST OF THE NEAR RAIL OF THE MAIN
 AZ0242'TRACK, 221 FEET NORTHEAST OF THE EAST END OF THE PECOS HIGH BRIDGE, 96
 AZ0242'FEET WEST-SOUTHWEST OF THE NEAR CONCRETE PIER OF A LARGE CONCRETE
 AZ0242'WATER TANK, 34 FEET SOUTHEAST OF THE SOUTHEAST BANK OF THE PECOS
 AZ0242'RIVER, AND 58 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE.
 AZ0242
 AZ0242                          STATION RECOVERY (2001)
 AZ0242
 AZ0242'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0242'INACCESIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0576 ***********************************************************************
 AN0576  DESIGNATION -  A 302
 AN0576  PID         -  AN0576
 AN0576  STATE/COUNTY-  TX/VICTORIA
 AN0576  USGS QUAD   -  PLACEDO (1995)
 AN0576
 AN0576                         *CURRENT SURVEY CONTROL
 AN0576  ___________________________________________________________________
 AN0576* NAD 83(1986)-  28 40 07.     (N)    096 47 37.     (W)     SCALED    
 AN0576* NAVD 88     -        14.41   (+/-2cm)      47.3    (feet)  VERTCON   
 AN0576  ___________________________________________________________________
 AN0576  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0576
 AN0576  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0576
 AN0576.The horizontal coordinates were scaled from a topographic map and have
 AN0576.an estimated accuracy of +/- 6 seconds.
 AN0576
 AN0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0576.The vertical order pertains to the NGVD 29 superseded value.
 AN0576
 AN0576.The geoid height was determined by GEOID03.
 AN0576
 AN0576;                    North         East    Units  Estimated Accuracy
 AN0576;SPC TXSC     - 4,094,610.      815,640.      MT  (+/- 180 meters Scaled)
 AN0576
 AN0576                          SUPERSEDED SURVEY CONTROL
 AN0576
 AN0576  NGVD 29 (??/??/92)   14.535  (m)           47.69   (f) ADJ UNCH    1 2
 AN0576
 AN0576.Superseded values are not recommended for survey control.
 AN0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0576.See file dsdata.txt to determine how the superseded data were derived.
 AN0576
 AN0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS156732(NAD 83)
 AN0576_MARKER: DB = BENCH MARK DISK
 AN0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0576_SP_SET: CULVERT
 AN0576_STAMPING: A 302 1935
 AN0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0576
 AN0576  HISTORY     - Date     Condition        Report By
 AN0576  HISTORY     - 1935     MONUMENTED       CGS
 AN0576  HISTORY     - 1950     GOOD             NGS
 AN0576
 AN0576                          STATION DESCRIPTION
 AN0576
 AN0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0576'2.7 MI SE FROM PLACEDO.
 AN0576'2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE CROSSING OF THE ST.
 AN0576'LOUIS, BROWNSVILLE AND MEXICO RAILROAD AT PLACEDO, 138 FEET SOUTH OF
 AN0576'THE SOUTH RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 251 FEET
 AN0576'NORTHWEST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST, 15 FEET
 AN0576'SOUTH OF THE CENTER LINE OF THE HIGHWAY, LEVEL WITH THE HIGHWAY, SET
 AN0576'IN THE TOP OF THE SOUTH HEADWALL OF A 4X4 FOOT CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0577 ***********************************************************************
 AN0577  DESIGNATION -  A 302 RESET 1959
 AN0577  PID         -  AN0577
 AN0577  STATE/COUNTY-  TX/VICTORIA
 AN0577  USGS QUAD   -  PLACEDO (1995)
 AN0577
 AN0577                         *CURRENT SURVEY CONTROL
 AN0577  ___________________________________________________________________
 AN0577* NAD 83(1986)-  28 40 07.     (N)    096 47 38.     (W)     SCALED    
 AN0577* NAVD 88     -        13.58   (+/-2cm)      44.6    (feet)  VERTCON   
 AN0577  ___________________________________________________________________
 AN0577  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0577
 AN0577  VERT ORDER  -  THIRD (See Below)
 AN0577
 AN0577.The horizontal coordinates were scaled from a topographic map and have
 AN0577.an estimated accuracy of +/- 6 seconds.
 AN0577
 AN0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0577.The vertical order pertains to the NGVD 29 superseded value.
 AN0577
 AN0577.The geoid height was determined by GEOID03.
 AN0577
 AN0577;                    North         East    Units  Estimated Accuracy
 AN0577;SPC TXSC     - 4,094,610.      815,620.      MT  (+/- 180 meters Scaled)
 AN0577
 AN0577                          SUPERSEDED SURVEY CONTROL
 AN0577
 AN0577  NGVD 29 (??/??/??)   13.71   (m)           45.0    (f) RESET       3  
 AN0577
 AN0577.Superseded values are not recommended for survey control.
 AN0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0577.See file dsdata.txt to determine how the superseded data were derived.
 AN0577
 AN0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS155732(NAD 83)
 AN0577_MARKER: DB = BENCH MARK DISK
 AN0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0577_STAMPING: A 302 RESET 1959
 AN0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0577+STABILITY: SURFACE MOTION
 AN0577
 AN0577  HISTORY     - Date     Condition        Report By
 AN0577  HISTORY     - 1959     MONUMENTED       CGS
 AN0577  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0577
 AN0577                          STATION DESCRIPTION
 AN0577
 AN0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN0577'2.7 MI SE FROM PLACEDO.
 AN0577'ABOUT 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 76 AND THE T. AND
 AN0577'N.O.R.R., FROM THE MAIN HIGHWAY INTERSECTION IN PLACEDO, ABOUT 20
 AN0577'YARDS NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15 YARDS SOUTHWEST
 AN0577'OF THE CENTERLINE OF THE TRACKS, 75 YARDS SOUTHEAST OF A CONCRETE
 AN0577'CULVERT AND 5 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE BARDITCH
 AN0577'ALONG THE HIGHWAY-RAILROAD RIGHT-OF-WAY LINE.  IT IS ACROSS THE
 AN0577'HIGHWAY NORTHEAST FROM A FARM YARD.  A DISK STAMPED A 302 RESET 1959
 AN0577'IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 AN0577
 AN0577                          STATION RECOVERY (1978)
 AN0577
 AN0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0577'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2099 ***********************************************************************
 BX2099  DESIGNATION -  A 303
 BX2099  PID         -  BX2099
 BX2099  STATE/COUNTY-  TX/SABINE
 BX2099  USGS QUAD   -  GENEVA (1984)
 BX2099
 BX2099                         *CURRENT SURVEY CONTROL
 BX2099  ___________________________________________________________________
 BX2099* NAD 83(1986)-  31 27 02.     (N)    093 54 16.     (W)     SCALED    
 BX2099* NAVD 88     -       123.13   (+/-2cm)     404.0    (feet)  VERTCON   
 BX2099  ___________________________________________________________________
 BX2099  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BX2099
 BX2099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2099
 BX2099.The horizontal coordinates were scaled from a topographic map and have
 BX2099.an estimated accuracy of +/- 6 seconds.
 BX2099
 BX2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2099.The vertical order pertains to the NGVD 29 superseded value.
 BX2099
 BX2099.The geoid height was determined by GEOID03.
 BX2099
 BX2099;                    North         East    Units  Estimated Accuracy
 BX2099;SPC TX C     - 3,215,410.    1,310,690.      MT  (+/- 180 meters Scaled)
 BX2099
 BX2099                          SUPERSEDED SURVEY CONTROL
 BX2099
 BX2099  NGVD 29 (??/??/??)  123.172  (m)          404.11   (f) ADJUSTED    2 0
 BX2099
 BX2099.Superseded values are not recommended for survey control.
 BX2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2099.See file dsdata.txt to determine how the superseded data were derived.
 BX2099
 BX2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ140798(NAD 83)
 BX2099_MARKER: DB = BENCH MARK DISK
 BX2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2099_STAMPING: A 303 1934
 BX2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2099+STABILITY: SURFACE MOTION
 BX2099
 BX2099  HISTORY     - Date     Condition        Report By
 BX2099  HISTORY     - 1934     MONUMENTED       CGS
 BX2099  HISTORY     - 1962     GOOD             CGS
 BX2099
 BX2099                          STATION DESCRIPTION
 BX2099
 BX2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BX2099'3.8 MI W FROM GENEVA.
 BX2099'AUGUST 1956 USGS DESCRIPTION-- 3.8 MILES WEST OF AND ALONG STATE
 BX2099'HIGHWAY 21 FROM MILAM, SABINE COUNTY, 1.8 MILES SOUTHEAST OF GENEVA,
 BX2099'200 FEET SOUTHEAST OF A LARGE WHITE HOUSE, 50 FEET NORTH OF THE
 BX2099'CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A SOUTHWEST FIELD FENCE
 BX2099'CORNER, IN LINE WITH A ROW FENCE, AND SET IN THE TOP OF A CONCRETE
 BX2099'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0003 ***********************************************************************
 BL0003  DESIGNATION -  A 304
 BL0003  PID         -  BL0003
 BL0003  STATE/COUNTY-  TX/TYLER
 BL0003  USGS QUAD   -  COLMESNEIL (1984)
 BL0003
 BL0003                         *CURRENT SURVEY CONTROL
 BL0003  ___________________________________________________________________
 BL0003* NAD 83(1986)-  30 56 16.     (N)    094 24 34.     (W)     SCALED    
 BL0003* NAVD 88     -       114.28   (+/-2cm)     374.9    (feet)  VERTCON   
 BL0003  ___________________________________________________________________
 BL0003  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BL0003
 BL0003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0003
 BL0003.The horizontal coordinates were scaled from a topographic map and have
 BL0003.an estimated accuracy of +/- 6 seconds.
 BL0003
 BL0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0003.The vertical order pertains to the NGVD 29 superseded value.
 BL0003
 BL0003.The geoid height was determined by GEOID03.
 BL0003
 BL0003;                    North         East    Units  Estimated Accuracy
 BL0003;SPC TX C     - 3,155,980.    1,265,790.      MT  (+/- 180 meters Scaled)
 BL0003
 BL0003                          SUPERSEDED SURVEY CONTROL
 BL0003
 BL0003  NGVD 29 (??/??/92)  114.284  (m)          374.95   (f) ADJ UNCH    2 0
 BL0003
 BL0003.Superseded values are not recommended for survey control.
 BL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0003.See file dsdata.txt to determine how the superseded data were derived.
 BL0003
 BL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ653235(NAD 83)
 BL0003_MARKER: DB = BENCH MARK DISK
 BL0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0003_STAMPING: A 304 1934
 BL0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0003+STABILITY: SURFACE MOTION
 BL0003
 BL0003  HISTORY     - Date     Condition        Report By
 BL0003  HISTORY     - 1934     MONUMENTED       CGS
 BL0003  HISTORY     - 1949     GOOD             NGS
 BL0003
 BL0003                          STATION DESCRIPTION
 BL0003
 BL0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0003'2.3 MI N FROM COLMESNEIL.
 BL0003'2.3 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BL0003'STATION AT COLMESNEIL, 198.0 FEET NORTH OF THE CENTER LINE OF A PUBLIC
 BL0003'ROAD CROSSING, 52.2 FEET WEST OF THE WEST RAIL OF THE TRACK, 39.2 FEET
 BL0003'NORTHWEST OF THE 7TH. POLE NORTH OF MILEPOST NO. 96, 71.0 FEET
 BL0003'SOUTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE TRACK AND AN
 BL0003'OLD ABANDONED ROAD CROSSING, 44.0 FEET EAST OF THE WEST RIGHT-OF-WAY
 BL0003'FENCE, 1.5 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 BL0003'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2084 ***********************************************************************
 AW2084  DESIGNATION -  A 306
 AW2084  PID         -  AW2084
 AW2084  STATE/COUNTY-  TX/BRAZORIA
 AW2084  USGS QUAD   -  MANVEL (1974)
 AW2084
 AW2084                         *CURRENT SURVEY CONTROL
 AW2084  ___________________________________________________________________
 AW2084* NAD 83(1986)-  29 26 15.     (N)    095 16 49.     (W)     SCALED    
 AW2084* NAVD 88     -        13.56   (+/-2cm)      44.5    (feet)  VERTCON   
 AW2084  ___________________________________________________________________
 AW2084  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW2084
 AW2084  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2084
 AW2084.The horizontal coordinates were scaled from a topographic map and have
 AW2084.an estimated accuracy of +/- 6 seconds.
 AW2084
 AW2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2084.The vertical order pertains to the NGVD 29 superseded value.
 AW2084
 AW2084.The geoid height was determined by GEOID03.
 AW2084
 AW2084;                    North         East    Units  Estimated Accuracy
 AW2084;SPC TXSC     - 4,183,520.      960,800.      MT  (+/- 180 meters Scaled)
 AW2084
 AW2084                          SUPERSEDED SURVEY CONTROL
 AW2084
 AW2084  NGVD 29 (??/??/92)   13.558  (m)           44.48   (f) ADJ UNCH    1 2
 AW2084
 AW2084.Superseded values are not recommended for survey control.
 AW2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2084.See file dsdata.txt to determine how the superseded data were derived.
 AW2084
 AW2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN788586(NAD 83)
 AW2084_MARKER: DB = BENCH MARK DISK
 AW2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2084_STAMPING: A 306 1935
 AW2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2084+STABILITY: SURFACE MOTION
 AW2084
 AW2084  HISTORY     - Date     Condition        Report By
 AW2084  HISTORY     - 1935     MONUMENTED       CGS
 AW2084  HISTORY     - 1964     GOOD             NGS
 AW2084  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2084
 AW2084                          STATION DESCRIPTION
 AW2084
 AW2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW2084'2.4 MI W FROM ALVIN.
 AW2084'2.4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW2084'STATION AT ALVIN, BRAZORIA COUNTY, 28 FEET EAST OF THE FIRST POLE WEST
 AW2084'OF MILE POLE 31, 120 FEET EAST OF BRIDGE 31 A, AT THE DIVERGENCE TO
 AW2084'THE SOUTHEAST OF A ROAD PARALLELING THE TRACK, 44.4 FEET SOUTH OF THE
 AW2084'SOUTH RAIL, 3.6 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF
 AW2084'A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 AW2084'ABOUT FLUSH WITH THE GROUND.
 AW2084
 AW2084                          STATION RECOVERY (1964)
 AW2084
 AW2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2084'RECOVERED IN GOOD CONDITION.
 AW2084
 AW2084                          STATION RECOVERY (1978)
 AW2084
 AW2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2084'NOT RECOVERED.  NOTE=A DRAINAGE HAS BEEN DUG IN DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0288 ***********************************************************************
 AX0288  DESIGNATION -  A 307
 AX0288  PID         -  AX0288
 AX0288  STATE/COUNTY-  TX/FORT BEND
 AX0288  USGS QUAD   -  HUNGERFORD (1980)
 AX0288
 AX0288                         *CURRENT SURVEY CONTROL
 AX0288  ___________________________________________________________________
 AX0288* NAD 83(1986)-  29 26 42.     (N)    096 00 19.     (W)     SCALED    
 AX0288* NAVD 88     -        30.01   (+/-2cm)      98.5    (feet)  VERTCON   
 AX0288  ___________________________________________________________________
 AX0288  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0288
 AX0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0288
 AX0288.The horizontal coordinates were scaled from a topographic map and have
 AX0288.an estimated accuracy of +/- 6 seconds.
 AX0288
 AX0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0288.The vertical order pertains to the NGVD 29 superseded value.
 AX0288
 AX0288.The geoid height was determined by GEOID03.
 AX0288
 AX0288;                    North         East    Units  Estimated Accuracy
 AX0288;SPC TXSC     - 4,182,330.      890,470.      MT  (+/- 180 meters Scaled)
 AX0288
 AX0288                          SUPERSEDED SURVEY CONTROL
 AX0288
 AX0288  NGVD 29 (??/??/92)   30.009  (m)           98.45   (f) ADJ UNCH    2 0
 AX0288
 AX0288.Superseded values are not recommended for survey control.
 AX0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0288.See file dsdata.txt to determine how the superseded data were derived.
 AX0288
 AX0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT904610(NAD 83)
 AX0288_MARKER: DB = BENCH MARK DISK
 AX0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0288_STAMPING: A 307 1935
 AX0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0288+STABILITY: SURFACE MOTION
 AX0288
 AX0288  HISTORY     - Date     Condition        Report By
 AX0288  HISTORY     - 1935     MONUMENTED       CGS
 AX0288  HISTORY     - 1966     GOOD             USGS
 AX0288  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0288  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AX0288  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AX0288
 AX0288                          STATION DESCRIPTION
 AX0288
 AX0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0288'0.8 MI SW FROM KENDLETON.
 AX0288'0.8 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0288'STATION AT KENDLETON, FORT BEND COUNTY, 106.6 FEET WEST ACROSS THE
 AX0288'TRACK FROM MILEPOST 14, 46.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 AX0288'MAIN TRACK, 48.5 FEET SOUTHWEST OF POLE 562, 3 FEET SOUTHEAST OF THE
 AX0288'RIGHT-OF-WAY FENCE, 2.7 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 AX0288'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 307
 AX0288'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 AX0288'GROUND.
 AX0288
 AX0288                          STATION RECOVERY (1966)
 AX0288
 AX0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AX0288'0.8 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0288'STATION AT KENDLETON, FORT BEND COUNTY, 106.6 FEET WEST ACROSS THE
 AX0288'TRACK FROM MILEPOST 14, 46.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 AX0288'MAIN TRACK, 48.5 FEET SOUTHWEST OF POLE 562, 3 FEET SOUTHEAST OF THE
 AX0288'RIGHT-OF-WAY FENCE, 2.7 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 AX0288'POST, AND ABOVE 1 FOOT LOWER THAN THE TRACK. A STANDARD DISK, STAMPED
 AX0288'"A 307 1935" AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 AX0288'FOOT ABOVE GROUND. THIS BENCH MARK WAS RECOVERED IN GOOD CONDITION AS
 AX0288'DESCRIBED EXCEPT THE RIGHT-OF-WAY FENCE NO LONGER EXISTS AND THE
 AX0288'WITNESS POST IS GONE.
 AX0288
 AX0288                          STATION RECOVERY (1987)
 AX0288
 AX0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0288'NOT RECOVERED.  BELIEVED DESTROYED BY HOUSING CONSTRUCTION.
 AX0288
 AX0288                          STATION RECOVERY (1995)
 AX0288
 AX0288'RECOVERY NOTE BY US POWER SQUADRON 1995
 AX0288'MARK NOT FOUND.
 AX0288
 AX0288                          STATION RECOVERY (1998)
 AX0288
 AX0288'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1918 ***********************************************************************
 BK1918  DESIGNATION -  A 308
 BK1918  PID         -  BK1918
 BK1918  STATE/COUNTY-  TX/NEWTON
 BK1918  USGS QUAD   -  BLEAKWOOD (1984)
 BK1918
 BK1918                         *CURRENT SURVEY CONTROL
 BK1918  ___________________________________________________________________
 BK1918* NAD 83(1986)-  30 42 41.     (N)    093 45 21.     (W)     SCALED    
 BK1918* NAVD 88     -        31.26   (+/-2cm)     102.6    (feet)  VERTCON   
 BK1918  ___________________________________________________________________
 BK1918  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BK1918
 BK1918  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1918
 BK1918.The horizontal coordinates were scaled from a topographic map and have
 BK1918.an estimated accuracy of +/- 6 seconds.
 BK1918
 BK1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1918.The vertical order pertains to the NGVD 29 superseded value.
 BK1918
 BK1918.The geoid height was determined by GEOID03.
 BK1918
 BK1918;                    North         East    Units  Estimated Accuracy
 BK1918;SPC TX C     - 3,134,430.    1,329,630.      MT  (+/- 180 meters Scaled)
 BK1918
 BK1918                          SUPERSEDED SURVEY CONTROL
 BK1918
 BK1918  NGVD 29 (??/??/??)   31.267  (m)          102.58   (f) ADJUSTED    2 0
 BK1918
 BK1918.Superseded values are not recommended for survey control.
 BK1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1918.See file dsdata.txt to determine how the superseded data were derived.
 BK1918
 BK1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP276978(NAD 83)
 BK1918_MARKER: DB = BENCH MARK DISK
 BK1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1918_STAMPING: A 308 1935
 BK1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1918+STABILITY: SURFACE MOTION
 BK1918
 BK1918  HISTORY     - Date     Condition        Report By
 BK1918  HISTORY     - 1935     MONUMENTED       CGS
 BK1918
 BK1918                          STATION DESCRIPTION
 BK1918
 BK1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1918'9.2 MI NE FROM KIRBYVILLE.
 BK1918'9.2 MI NE OF AND ALONG THE G C AND S F RR 49 FEET S OF CENTER OF
 BK1918'TRACK.  500 YARDS W OF A CATTLE GUARD.  IN LINE WITH ROW OF POLES.
 BK1918'OPPOSITE MILEPOST 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0476 ***********************************************************************
 BL0476  DESIGNATION -  A 309
 BL0476  PID         -  BL0476
 BL0476  STATE/COUNTY-  TX/HARDIN
 BL0476  USGS QUAD   -  BRAGG (1984)
 BL0476
 BL0476                         *CURRENT SURVEY CONTROL
 BL0476  ___________________________________________________________________
 BL0476* NAD 83(1986)-  30 24 43.     (N)    094 31 49.     (W)     SCALED    
 BL0476* NAVD 88     -        35.72   (+/-2cm)     117.2    (feet)  VERTCON   
 BL0476  ___________________________________________________________________
 BL0476  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL0476
 BL0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0476
 BL0476.The horizontal coordinates were scaled from a topographic map and have
 BL0476.an estimated accuracy of +/- 6 seconds.
 BL0476
 BL0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0476.The vertical order pertains to the NGVD 29 superseded value.
 BL0476
 BL0476.The geoid height was determined by GEOID03.
 BL0476
 BL0476;                    North         East    Units  Estimated Accuracy
 BL0476;SPC TX C     - 3,097,160.    1,257,300.      MT  (+/- 180 meters Scaled)
 BL0476
 BL0476                          SUPERSEDED SURVEY CONTROL
 BL0476
 BL0476  NGVD 29 (??/??/92)   35.719  (m)          117.19   (f) ADJ UNCH    2 0
 BL0476
 BL0476.Superseded values are not recommended for survey control.
 BL0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0476.See file dsdata.txt to determine how the superseded data were derived.
 BL0476
 BL0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP530654(NAD 83)
 BL0476_MARKER: DB = BENCH MARK DISK
 BL0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0476_STAMPING: A 309 1935
 BL0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0476+STABILITY: SURFACE MOTION
 BL0476
 BL0476  HISTORY     - Date     Condition        Report By
 BL0476  HISTORY     - 1935     MONUMENTED       CGS
 BL0476  HISTORY     - 1950     GOOD             NGS
 BL0476  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0476
 BL0476                          STATION DESCRIPTION
 BL0476
 BL0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BL0476'2.1 MI E FROM BRAGG.
 BL0476'2.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0476'STATION AT BRAGG, HARDIN COUNTY, ABOUT 386 YARDS EAST OF MILEPOST 130,
 BL0476'AT A ROAD CROSSING, 97 FEET NORTH OF THE CENTERLINE OF THE TRACK, 22
 BL0476'FEET WEST OF THE CENTERLINE OF THE ROAD, AND AT A FENCE CORNER. A
 BL0476'STANDARD DISK, STAMPED A 309 1935 AND SET IN THE TOP OF A CONCRETE
 BL0476'POST.
 BL0476
 BL0476                          STATION RECOVERY (1977)
 BL0476
 BL0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0244 ***********************************************************************
 BM0244  DESIGNATION -  A 311
 BM0244  PID         -  BM0244
 BM0244  STATE/COUNTY-  TX/FAYETTE
 BM0244  USGS QUAD   -  WARDA (1989)
 BM0244
 BM0244                         *CURRENT SURVEY CONTROL
 BM0244  ___________________________________________________________________
 BM0244* NAD 83(1986)-  30 03 00.     (N)    096 58 58.     (W)     SCALED    
 BM0244* NAVD 88     -       124.66   (+/-2cm)     409.0    (feet)  VERTCON   
 BM0244  ___________________________________________________________________
 BM0244  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BM0244
 BM0244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0244
 BM0244.The horizontal coordinates were scaled from a topographic map and have
 BM0244.an estimated accuracy of +/- 6 seconds.
 BM0244
 BM0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0244.The vertical order pertains to the NGVD 29 superseded value.
 BM0244
 BM0244.The geoid height was determined by GEOID03.
 BM0244
 BM0244;                    North         East    Units  Estimated Accuracy
 BM0244;SPC TXSC     - 4,247,350.      794,520.      MT  (+/- 180 meters Scaled)
 BM0244
 BM0244                          SUPERSEDED SURVEY CONTROL
 BM0244
 BM0244  NGVD 29 (??/??/92)  124.603  (m)          408.80   (f) ADJ UNCH    2 0
 BM0244
 BM0244.Superseded values are not recommended for survey control.
 BM0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0244.See file dsdata.txt to determine how the superseded data were derived.
 BM0244
 BM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU944260(NAD 83)
 BM0244_MARKER: DB = BENCH MARK DISK
 BM0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0244_STAMPING: A 311 1935
 BM0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0244+STABILITY: SURFACE MOTION
 BM0244
 BM0244  HISTORY     - Date     Condition        Report By
 BM0244  HISTORY     - 1935     MONUMENTED       CGS
 BM0244
 BM0244                          STATION DESCRIPTION
 BM0244
 BM0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0244'3.3 MI N FROM WINCHESTER.
 BM0244'3.3 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0244'TEXAS AND NEW ORLEANS RAILROAD) FROM THE STATION AT WINCHESTER, 60
 BM0244'YARDS SOUTH OF MILEPOST 57, 49 FEET EAST OF THE CENTERLINE OF THE
 BM0244'TRACK, AND 40 FEET WEST OF THE CENTERLINE OF A ROAD.  A STANDARD DISK,
 BM0244'STAMPED A 311 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1308 ***********************************************************************
 BL1308  DESIGNATION -  A 313
 BL1308  PID         -  BL1308
 BL1308  STATE/COUNTY-  TX/MONTGOMERY
 BL1308  USGS QUAD   -  FOSTORIA (1997)
 BL1308
 BL1308                         *CURRENT SURVEY CONTROL
 BL1308  ___________________________________________________________________
 BL1308* NAD 83(1986)-  30 18 44.     (N)    095 13 43.     (W)     SCALED    
 BL1308* NAVD 88     -        46.89   (+/-2cm)     153.8    (feet)  VERTCON   
 BL1308  ___________________________________________________________________
 BL1308  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1308
 BL1308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1308
 BL1308.The horizontal coordinates were scaled from a topographic map and have
 BL1308.an estimated accuracy of +/- 6 seconds.
 BL1308
 BL1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1308.The vertical order pertains to the NGVD 29 superseded value.
 BL1308
 BL1308.The geoid height was determined by GEOID03.
 BL1308
 BL1308;                    North         East    Units  Estimated Accuracy
 BL1308;SPC TX C     - 3,082,830.    1,190,790.      MT  (+/- 180 meters Scaled)
 BL1308
 BL1308                          SUPERSEDED SURVEY CONTROL
 BL1308
 BL1308  NGVD 29 (??/??/92)   46.895  (m)          153.85   (f) ADJ UNCH    2 0
 BL1308
 BL1308.Superseded values are not recommended for survey control.
 BL1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1308.See file dsdata.txt to determine how the superseded data were derived.
 BL1308
 BL1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP857554(NAD 83)
 BL1308_MARKER: DB = BENCH MARK DISK
 BL1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1308_STAMPING: A 313 1935
 BL1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1308+STABILITY: SURFACE MOTION
 BL1308
 BL1308  HISTORY     - Date     Condition        Report By
 BL1308  HISTORY     - 1935     MONUMENTED       CGS
 BL1308  HISTORY     - 1954     GOOD             NGS
 BL1308
 BL1308                          STATION DESCRIPTION
 BL1308
 BL1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1308'3.7 MI W FROM FOSTORIA.
 BL1308'3.7 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1308'STATION AT FOSTORIA, AT A ROAD CROSSING, 1 1/2 POLES WEST OF MILEPOST
 BL1308'86, 58 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 37
 BL1308'FEET SOUTH OF THE SOUTH RAIL, 3.3 FEET SOUTH OF A TELEPHONE POLE, 11
 BL1308'FEET NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1308'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0562 ***********************************************************************
 AY0562  DESIGNATION -  A 315
 AY0562  PID         -  AY0562
 AY0562  STATE/COUNTY-  TX/WILSON
 AY0562  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0562
 AY0562                         *CURRENT SURVEY CONTROL
 AY0562  ___________________________________________________________________
 AY0562* NAD 83(1986)-  29 14 57.     (N)    098 00 31.     (W)     SCALED    
 AY0562* NAVD 88     -       131.13   (+/-2cm)     430.2    (feet)  VERTCON   
 AY0562  ___________________________________________________________________
 AY0562  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AY0562
 AY0562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0562
 AY0562.The horizontal coordinates were scaled from a topographic map and have
 AY0562.an estimated accuracy of +/- 6 seconds.
 AY0562
 AY0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0562.The vertical order pertains to the NGVD 29 superseded value.
 AY0562
 AY0562.The geoid height was determined by GEOID03.
 AY0562
 AY0562;                    North         East    Units  Estimated Accuracy
 AY0562;SPC TXSC     - 4,157,320.      696,350.      MT  (+/- 180 meters Scaled)
 AY0562
 AY0562                          SUPERSEDED SURVEY CONTROL
 AY0562
 AY0562  NGVD 29 (??/??/92)  131.07   (m)          430.0    (f) COMPUTED    2 0
 AY0562
 AY0562.Superseded values are not recommended for survey control.
 AY0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0562.See file dsdata.txt to determine how the superseded data were derived.
 AY0562
 AY0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT963359(NAD 83)
 AY0562_MARKER: DD = SURVEY DISK
 AY0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0562_STAMPING: A 315 1935
 AY0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0562+STABILITY: SURFACE MOTION
 AY0562
 AY0562  HISTORY     - Date     Condition        Report By
 AY0562  HISTORY     - 1935     MONUMENTED       TXGS
 AY0562  HISTORY     - 1943     GOOD             NGS
 AY0562  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0562  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0562
 AY0562                          STATION DESCRIPTION
 AY0562
 AY0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0562'2.9 MI NW FROM STOCKDALE.
 AY0562'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0562'STATION AT STOCKDALE-- PROCEED 2.9 MILES NORTHWESTERLY ALONG THE
 AY0562'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS THREE POLES (ABOUT 0.1
 AY0562'MILE) NORTHWEST OF MILEPOST 105, 60.5 FEET NORTHEAST OF AND ABOUT 3.0
 AY0562'FEET ABOVE THE CENTERLINE OF TRACK, AND 59.0 FEET NORTHWEST OF THE
 AY0562'CENTERLINE OF A DIRT ROAD CROSSING THE RAILROAD.  IT IS 47.0 FEET
 AY0562'SOUTHWEST OF THE CENTERLINE OF A PRIVATE ROAD LEADING NORTHWEST TO A
 AY0562'CHURCH HOUSE, 14.0 FEET NORTHEAST OF TELEPHONE POLE NO. 1845, 9.5 FEET
 AY0562'NORTHEAST OF A FENCE CORNER, 2.0 FEET NORTHWEST OF A FENCE, AND 3.0
 AY0562'FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AY0562'0.4 FOOT.  A STATE SURVEY DISK SET IN A CONCRETE POST.
 AY0562
 AY0562                          STATION RECOVERY (1996)
 AY0562
 AY0562'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0562'MARK NOT FOUND.
 AY0562
 AY0562                          STATION RECOVERY (2003)
 AY0562
 AY0562'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1647 ***********************************************************************
 AX1647  DESIGNATION -  A 316
 AX1647  PID         -  AX1647
 AX1647  STATE/COUNTY-  TX/DE WITT
 AX1647  USGS QUAD   -  WESTHOFF (1987)
 AX1647
 AX1647                         *CURRENT SURVEY CONTROL
 AX1647  ___________________________________________________________________
 AX1647* NAD 83(1986)-  29 07 46.     (N)    097 24 06.     (W)     SCALED    
 AX1647* NAVD 88     -        82.35   (+/-2cm)     270.2    (feet)  VERTCON   
 AX1647  ___________________________________________________________________
 AX1647  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AX1647
 AX1647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1647
 AX1647.The horizontal coordinates were scaled from a topographic map and have
 AX1647.an estimated accuracy of +/- 6 seconds.
 AX1647
 AX1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1647.The vertical order pertains to the NGVD 29 superseded value.
 AX1647
 AX1647.The geoid height was determined by GEOID03.
 AX1647
 AX1647;                    North         East    Units  Estimated Accuracy
 AX1647;SPC TXSC     - 4,144,710.      755,520.      MT  (+/- 180 meters Scaled)
 AX1647
 AX1647                          SUPERSEDED SURVEY CONTROL
 AX1647
 AX1647  NGVD 29 (??/??/92)   82.351  (m)          270.18   (f) ADJ UNCH    2 0
 AX1647
 AX1647.Superseded values are not recommended for survey control.
 AX1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1647.See file dsdata.txt to determine how the superseded data were derived.
 AX1647
 AX1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT554233(NAD 83)
 AX1647_MARKER: DB = BENCH MARK DISK
 AX1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1647_STAMPING: A-315 1935
 AX1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1647+STABILITY: SURFACE MOTION
 AX1647
 AX1647  HISTORY     - Date     Condition        Report By
 AX1647  HISTORY     - 1935     MONUMENTED       CGS
 AX1647
 AX1647                          STATION DESCRIPTION
 AX1647
 AX1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1647'6.7 MI SE FROM WESTHOFF.
 AX1647'6.7 MILES SOUTHEAST OF AND ALONG S.P.R.R. 330 YDS. WEST OF MILE POLE
 AX1647'62.  15 YDS. NORTH OF CENTER LINE OF TRACK.  10 YDS. EAST OF CENTER
 AX1647'LINE OF CROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1878 ***********************************************************************
 AX1878  DESIGNATION -  A 317
 AX1878  PID         -  AX1878
 AX1878  STATE/COUNTY-  TX/WILSON
 AX1878  USGS QUAD   -  KOSCIUSKO (1987)
 AX1878
 AX1878                         *CURRENT SURVEY CONTROL
 AX1878  ___________________________________________________________________
 AX1878* NAD 83(1986)-  29 06 17.     (N)    097 57 05.     (W)     SCALED    
 AX1878* NAVD 88     -       110.24   (+/-2cm)     361.7    (feet)  VERTCON   
 AX1878  ___________________________________________________________________
 AX1878  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AX1878
 AX1878  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1878
 AX1878.The horizontal coordinates were scaled from a topographic map and have
 AX1878.an estimated accuracy of +/- 6 seconds.
 AX1878
 AX1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1878.The vertical order pertains to the NGVD 29 superseded value.
 AX1878
 AX1878.The geoid height was determined by GEOID03.
 AX1878
 AX1878;                    North         East    Units  Estimated Accuracy
 AX1878;SPC TXSC     - 4,141,360.      702,060.      MT  (+/- 180 meters Scaled)
 AX1878
 AX1878                          SUPERSEDED SURVEY CONTROL
 AX1878
 AX1878  NGVD 29 (??/??/92)  110.190  (m)          361.51   (f) ADJ UNCH    2 0
 AX1878
 AX1878.Superseded values are not recommended for survey control.
 AX1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1878.See file dsdata.txt to determine how the superseded data were derived.
 AX1878
 AX1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT020200(NAD 83)
 AX1878_MARKER: DB = BENCH MARK DISK
 AX1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1878_STAMPING: A 317 1935
 AX1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1878+STABILITY: SURFACE MOTION
 AX1878
 AX1878  HISTORY     - Date     Condition        Report By
 AX1878  HISTORY     - 1935     MONUMENTED       CGS
 AX1878  HISTORY     - 1943     GOOD             NGS
 AX1878  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AX1878
 AX1878                          STATION DESCRIPTION
 AX1878
 AX1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1878'IN KOSCIUSKO.
 AX1878'BENCH MARK IS ABOUT 280.0 FEET SOUTH OF THE INTERSECTION OF STATE
 AX1878'HIGHWAY NO. 113, AND ABOUT 99.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AX1878'OF THE CATHOLIC CHURCH AT KOSCIUSKO.  IT IS 31.6 FEET WEST OF AND
 AX1878'ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF ROAD, 12.0 FEET NORTH OF A
 AX1878'FENCE CORNER AT THE SOUTHEAST CORNER OF THE CHURCH YARD, 3.7 FEET WEST
 AX1878'OF THE FENCE, AND 4.7 WEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT
 AX1878'IS FLUSH WITH THE GROUND.
 AX1878
 AX1878                          STATION RECOVERY (1995)
 AX1878
 AX1878'RECOVERY NOTE BY US POWER SQUADRON 1995
 AX1878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1428 ***********************************************************************
 BY1428  DESIGNATION -  A 318
 BY1428  PID         -  BY1428
 BY1428  STATE/COUNTY-  TX/HOUSTON
 BY1428  USGS QUAD   -  KENNARD (1951)
 BY1428
 BY1428                         *CURRENT SURVEY CONTROL
 BY1428  ___________________________________________________________________
 BY1428* NAD 83(1986)-  31 21 30.     (N)    095 11 43.     (W)     SCALED    
 BY1428* NAVD 88     -       119.95   (+/-2cm)     393.5    (feet)  VERTCON   
 BY1428  ___________________________________________________________________
 BY1428  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY1428
 BY1428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1428
 BY1428.The horizontal coordinates were scaled from a topographic map and have
 BY1428.an estimated accuracy of +/- 6 seconds.
 BY1428
 BY1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1428.The vertical order pertains to the NGVD 29 superseded value.
 BY1428
 BY1428.The geoid height was determined by GEOID03.
 BY1428
 BY1428;                    North         East    Units  Estimated Accuracy
 BY1428;SPC TX C     - 3,198,820.    1,188,640.      MT  (+/- 180 meters Scaled)
 BY1428
 BY1428                          SUPERSEDED SURVEY CONTROL
 BY1428
 BY1428  NGVD 29 (??/??/92)  119.966  (m)          393.59   (f) ADJ UNCH    2 0
 BY1428
 BY1428.Superseded values are not recommended for survey control.
 BY1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1428.See file dsdata.txt to determine how the superseded data were derived.
 BY1428
 BY1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ911713(NAD 83)
 BY1428_MARKER: DB = BENCH MARK DISK
 BY1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1428_STAMPING: A 318 1935
 BY1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1428+STABILITY: SURFACE MOTION
 BY1428
 BY1428  HISTORY     - Date     Condition        Report By
 BY1428  HISTORY     - 1935     MONUMENTED       CGS
 BY1428  HISTORY     - 1948     GOOD             NGS
 BY1428
 BY1428                          STATION DESCRIPTION
 BY1428
 BY1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1428'0.7 MI W FROM KENNARD.
 BY1428'0.7 MILE WEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT KENNARD,
 BY1428'AT AN INTERSECTION WITH A DIRT ROAD, 53.0 FEET SOUTH OF THE CENTER
 BY1428'LINE OF THE HIGHWAY, 15.5 FEET WEST OF THE CENTER LINE OF THE DIRT
 BY1428'ROAD, 2.2 FEET SOUTHWEST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A
 BY1428'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 BY1428'THE SURFACE OF THE GROUND.  NOTE-- THIS MARK WAS ORIGINALLY DESCRIBED
 BY1428'AS 4.2 MILES WEST OF RATCLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1692 ***********************************************************************
 BL1692  DESIGNATION -  A 319
 BL1692  PID         -  BL1692
 BL1692  STATE/COUNTY-  TX/MADISON
 BL1692  USGS QUAD   -  CONNOR (1962)
 BL1692
 BL1692                         *CURRENT SURVEY CONTROL
 BL1692  ___________________________________________________________________
 BL1692* NAD 83(1986)-  30 58 45.     (N)    095 50 56.     (W)     SCALED    
 BL1692* NAVD 88     -        83.44   (+/-2cm)     273.8    (feet)  VERTCON   
 BL1692  ___________________________________________________________________
 BL1692  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BL1692
 BL1692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1692
 BL1692.The horizontal coordinates were scaled from a topographic map and have
 BL1692.an estimated accuracy of +/- 6 seconds.
 BL1692
 BL1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1692.The vertical order pertains to the NGVD 29 superseded value.
 BL1692
 BL1692.The geoid height was determined by GEOID03.
 BL1692
 BL1692;                    North         East    Units  Estimated Accuracy
 BL1692;SPC TX C     - 3,154,130.    1,128,210.      MT  (+/- 180 meters Scaled)
 BL1692
 BL1692                          SUPERSEDED SURVEY CONTROL
 BL1692
 BL1692  NGVD 29 (??/??/92)   83.428  (m)          273.71   (f) ADJ UNCH    2 0
 BL1692
 BL1692.Superseded values are not recommended for survey control.
 BL1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1692.See file dsdata.txt to determine how the superseded data were derived.
 BL1692
 BL1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ279307(NAD 83)
 BL1692_MARKER: DB = BENCH MARK DISK
 BL1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1692_STAMPING: A 319 1935
 BL1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1692+STABILITY: SURFACE MOTION
 BL1692
 BL1692  HISTORY     - Date     Condition        Report By
 BL1692  HISTORY     - 1935     MONUMENTED       CGS
 BL1692  HISTORY     - 1962     GOOD             NGS
 BL1692
 BL1692                          STATION DESCRIPTION
 BL1692
 BL1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 BL1692'4.4 MI NE FROM MADISONVILLE.
 BL1692'4.4 MI NE ALONG STATE HWY. 21 FROM MADISONVILLE, MADISON COUNTY 0.6
 BL1692'MI. W OF FARM RD. 2346 N., 220 FT. SW OF T-RD. N, 50 FT. SW OF
 BL1692'CENTERLINE OF PVT. DRIVE S. AT R.O.W. FENCE, 54 FT. SE OF CENTERLINE
 BL1692'OF HWY., 5 FT. S OF FENCE CORNER. A STANDARD DISK SET IN THE TOP OF A
 BL1692'CONCRETE POST, STAMPED A 319 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0077 ***********************************************************************
 AZ0077  DESIGNATION -  A 32
 AZ0077  PID         -  AZ0077
 AZ0077  STATE/COUNTY-  TX/KINNEY
 AZ0077  USGS QUAD   -  ODLAW (1974)
 AZ0077
 AZ0077                         *CURRENT SURVEY CONTROL
 AZ0077  ___________________________________________________________________
 AZ0077* NAD 83(1986)-  29 13 52.     (N)    100 13 23.     (W)     SCALED    
 AZ0077* NAVD 88     -       323.962  (meters)    1062.87   (feet)  POSTED    
 AZ0077  ___________________________________________________________________
 AZ0077  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0077  DYNAMIC HT  -         323.490 (meters)    1061.32  (feet)  COMP
 AZ0077  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 AZ0077
 AZ0077  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AZ0077
 AZ0077.The horizontal coordinates were scaled from a topographic map and have
 AZ0077.an estimated accuracy of +/- 6 seconds.
 AZ0077
 AZ0077.The orthometric height was determined by differential leveling
 AZ0077.and adjusted by the National Geodetic Survey in 1992..
 AZ0077.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AZ0077.rate of 3.1 thru 4.0 mm/km.
 AZ0077
 AZ0077.The geoid height was determined by GEOID03.
 AZ0077
 AZ0077.The dynamic height is computed by dividing the NAVD 88
 AZ0077.geopotential number by the normal gravity value computed on the
 AZ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0077.degrees latitude (g = 980.6199 gals.).
 AZ0077
 AZ0077.The modeled gravity was interpolated from observed gravity values.
 AZ0077
 AZ0077;                    North         East    Units  Estimated Accuracy
 AZ0077;SPC TXSC     - 4,155,530.      481,110.      MT  (+/- 180 meters Scaled)
 AZ0077
 AZ0077                          SUPERSEDED SURVEY CONTROL
 AZ0077
 AZ0077  NGVD 29 (??/??/92)  323.867  (m)         1062.55   (f) ADJ UNCH    1 2
 AZ0077
 AZ0077.Superseded values are not recommended for survey control.
 AZ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0077.See file dsdata.txt to determine how the superseded data were derived.
 AZ0077
 AZ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT811342(NAD 83)
 AZ0077_MARKER: DB = BENCH MARK DISK
 AZ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0077_STAMPING: A 32 1917 ELEV 1062.577 FT
 AZ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0077+STABILITY: SURFACE MOTION
 AZ0077
 AZ0077  HISTORY     - Date     Condition        Report By
 AZ0077  HISTORY     - 1917     MONUMENTED       CGS
 AZ0077  HISTORY     - 1957     GOOD             NGS
 AZ0077  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0077
 AZ0077                          STATION DESCRIPTION
 AZ0077
 AZ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0077'8.7 MI W FROM CLINE.
 AZ0077'8.7 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0077'STATION AT CLINE, 45 FEET WEST OF THE 2ND POLE WEST OF MILEPOST 328,
 AZ0077'47 FEET SOUTH OF THE SOUTH RAIL, 6 FEET SOUTH OF A FENCE, 1.4 FEET
 AZ0077'NORTH OF A WITNESS POST, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 AZ0077'TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 AZ0077
 AZ0077                          STATION RECOVERY (1982)
 AZ0077
 AZ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0077'MARK NOT RECOVERED, PROBABLY GRADED OUT FOR FIRE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0525 ***********************************************************************
 BZ0525  DESIGNATION -  A 320
 BZ0525  PID         -  BZ0525
 BZ0525  STATE/COUNTY-  TX/FALLS
 BZ0525  USGS QUAD   -  RIESEL (1978)
 BZ0525
 BZ0525                         *CURRENT SURVEY CONTROL
 BZ0525  ___________________________________________________________________
 BZ0525* NAD 83(1986)-  31 23 25.     (N)    096 54 30.     (W)     SCALED    
 BZ0525* NAVD 88     -       149.22   (+/-2cm)     489.6    (feet)  VERTCON   
 BZ0525  ___________________________________________________________________
 BZ0525  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BZ0525
 BZ0525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0525
 BZ0525.The horizontal coordinates were scaled from a topographic map and have
 BZ0525.an estimated accuracy of +/- 6 seconds.
 BZ0525
 BZ0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0525.The vertical order pertains to the NGVD 29 superseded value.
 BZ0525
 BZ0525.The geoid height was determined by GEOID03.
 BZ0525
 BZ0525;                    North         East    Units  Estimated Accuracy
 BZ0525;SPC TX C     - 3,196,090.    1,025,680.      MT  (+/- 180 meters Scaled)
 BZ0525
 BZ0525                          SUPERSEDED SURVEY CONTROL
 BZ0525
 BZ0525  NGVD 29 (??/??/92)  149.166  (m)          489.39   (f) ADJ UNCH    2 0
 BZ0525
 BZ0525.Superseded values are not recommended for survey control.
 BZ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0525.See file dsdata.txt to determine how the superseded data were derived.
 BZ0525
 BZ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV988747(NAD 83)
 BZ0525_MARKER: DB = BENCH MARK DISK
 BZ0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0525_STAMPING: A 320 1935
 BZ0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0525+STABILITY: SURFACE MOTION
 BZ0525
 BZ0525  HISTORY     - Date     Condition        Report By
 BZ0525  HISTORY     - 1935     MONUMENTED       CGS
 BZ0525  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0525  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0525
 BZ0525                          STATION DESCRIPTION
 BZ0525
 BZ0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0525'2 MI S FROM PERRY.
 BZ0525'2.0 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0525'STATION AT PERRY, FALLS COUNTY, AT A PRIVATE-ROAD CROSSING, 45 FEET
 BZ0525'WEST OF THE CENTERLINE OF THE TRACK, 26 FEET SOUTH OF THE CENTERLINE
 BZ0525'OF THE PRIVATE ROAD LEADING TO THE HORNE HOLLOW FARM, AND IN THE
 BZ0525'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED A 320 1935 AND
 BZ0525'SET IN THE TOP OF A CONCRETE POST.
 BZ0525
 BZ0525                          STATION RECOVERY (2001)
 BZ0525
 BZ0525'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ0525'MARK NOT FOUND.
 BZ0525
 BZ0525                          STATION RECOVERY (2003)
 BZ0525
 BZ0525'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0616 ***********************************************************************
 BZ0616  DESIGNATION -  A 321
 BZ0616  PID         -  BZ0616
 BZ0616  STATE/COUNTY-  TX/LIMESTONE
 BZ0616  USGS QUAD   -  GROESBECK (1978)
 BZ0616
 BZ0616                         *CURRENT SURVEY CONTROL
 BZ0616  ___________________________________________________________________
 BZ0616* NAD 83(1986)-  31 32 28.     (N)    096 31 06.     (W)     SCALED    
 BZ0616* NAVD 88     -       134.12   (+/-2cm)     440.0    (feet)  VERTCON   
 BZ0616  ___________________________________________________________________
 BZ0616  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0616
 BZ0616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0616
 BZ0616.The horizontal coordinates were scaled from a topographic map and have
 BZ0616.an estimated accuracy of +/- 6 seconds.
 BZ0616
 BZ0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0616.The vertical order pertains to the NGVD 29 superseded value.
 BZ0616
 BZ0616.The geoid height was determined by GEOID03.
 BZ0616
 BZ0616;                    North         East    Units  Estimated Accuracy
 BZ0616;SPC TX C     - 3,214,010.    1,062,180.      MT  (+/- 180 meters Scaled)
 BZ0616
 BZ0616                          SUPERSEDED SURVEY CONTROL
 BZ0616
 BZ0616  NGVD 29 (??/??/92)  134.078  (m)          439.89   (f) ADJ UNCH    2 0
 BZ0616
 BZ0616.Superseded values are not recommended for survey control.
 BZ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0616.See file dsdata.txt to determine how the superseded data were derived.
 BZ0616
 BZ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV356922(NAD 83)
 BZ0616_MARKER: DB = BENCH MARK DISK
 BZ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0616_STAMPING: A 321 1935
 BZ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0616+STABILITY: SURFACE MOTION
 BZ0616
 BZ0616  HISTORY     - Date     Condition        Report By
 BZ0616  HISTORY     - 1935     MONUMENTED       CGS
 BZ0616  HISTORY     - 1948     GOOD             NGS
 BZ0616
 BZ0616                          STATION DESCRIPTION
 BZ0616
 BZ0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0616'1.6 MI N FROM GROESBECK.
 BZ0616'1.6 MI NORTH OF AND ALONG THE SOUTHERN PACIFIC RR AT A PRIVATE ROAD
 BZ0616'CROSSING THAT IS ENTRANCE TO A TANK FARM.  ABOUT 60 YARDS N OF
 BZ0616'MILEPOST 171.  25 FEET N OF E GATE TO CROSSING.  53 FEET E OF CENTER
 BZ0616'OF TRACK.  3 FEET E OF R/W FENCE.
 BZ0616
 BZ0616                          STATION RECOVERY (1948)
 BZ0616
 BZ0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BZ0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0783 ***********************************************************************
 BZ0783  DESIGNATION -  A 322
 BZ0783  PID         -  BZ0783
 BZ0783  STATE/COUNTY-  TX/MCLENNAN
 BZ0783  USGS QUAD   -  LORENA (1993)
 BZ0783
 BZ0783                         *CURRENT SURVEY CONTROL
 BZ0783  ___________________________________________________________________
 BZ0783* NAD 83(1986)-  31 26 14.     (N)    097 12 23.     (W)     SCALED    
 BZ0783* NAVD 88     -       201.062  (meters)     659.65   (feet)  ADJUSTED  
 BZ0783  ___________________________________________________________________
 BZ0783  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BZ0783  DYNAMIC HT  -         200.804 (meters)     658.80  (feet)  COMP
 BZ0783  MODELED GRAV-     979,351.1   (mgal)                       NAVD 88
 BZ0783
 BZ0783  VERT ORDER  -  FIRST     CLASS II
 BZ0783
 BZ0783.The horizontal coordinates were scaled from a topographic map and have
 BZ0783.an estimated accuracy of +/- 6 seconds.
 BZ0783
 BZ0783.The orthometric height was determined by differential leveling
 BZ0783.and adjusted by the National Geodetic Survey in June 1991..
 BZ0783
 BZ0783.The geoid height was determined by GEOID03.
 BZ0783
 BZ0783.The dynamic height is computed by dividing the NAVD 88
 BZ0783.geopotential number by the normal gravity value computed on the
 BZ0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0783.degrees latitude (g = 980.6199 gals.).
 BZ0783
 BZ0783.The modeled gravity was interpolated from observed gravity values.
 BZ0783
 BZ0783;                    North         East    Units  Estimated Accuracy
 BZ0783;SPC TX C     - 3,200,460.      997,200.      MT  (+/- 180 meters Scaled)
 BZ0783
 BZ0783                          SUPERSEDED SURVEY CONTROL
 BZ0783
 BZ0783  NGVD 29 (??/??/92)  200.986  (m)          659.40   (f) ADJ UNCH    1 2
 BZ0783
 BZ0783.Superseded values are not recommended for survey control.
 BZ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0783.See file dsdata.txt to determine how the superseded data were derived.
 BZ0783
 BZ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV704794(NAD 83)
 BZ0783_MARKER: DB = BENCH MARK DISK
 BZ0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0783_STAMPING: A 322 1935
 BZ0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0783+STABILITY: SURFACE MOTION
 BZ0783
 BZ0783  HISTORY     - Date     Condition        Report By
 BZ0783  HISTORY     - 1935     MONUMENTED       CGS
 BZ0783  HISTORY     - 1956     MARK NOT FOUND   NGS
 BZ0783  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0783  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0783  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0783  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0783
 BZ0783                          STATION DESCRIPTION
 BZ0783
 BZ0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BZ0783'1.7 MI S FROM HEWITT.
 BZ0783'1.7 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 BZ0783'THE STATION AT HEWITT, MCLENNAN COUNTY, AT BLOCK SIGNAL 8549, AT A
 BZ0783'ROAD CROSSING, 41 FEET WEST OF THE CENTERLINE OF THE TRACK, 40 FEET
 BZ0783'NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTHEAST OF A
 BZ0783'RIGHT-OF-WAY FENCE CORNER, AND SET IN THE TOP OF A CONCRETE POST.
 BZ0783
 BZ0783                          STATION RECOVERY (1980)
 BZ0783
 BZ0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0783'MARK NOT FOUND.
 BZ0783
 BZ0783                          STATION RECOVERY (1995)
 BZ0783
 BZ0783'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0783'MARK NOT FOUND.
 BZ0783
 BZ0783                          STATION RECOVERY (2001)
 BZ0783
 BZ0783'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ0783'MARK NOT FOUND.
 BZ0783
 BZ0783                          STATION RECOVERY (2003)
 BZ0783
 BZ0783'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0108 ***********************************************************************
 BN0108  DESIGNATION -  A 323
 BN0108  PID         -  BN0108
 BN0108  STATE/COUNTY-  TX/BLANCO
 BN0108  USGS QUAD   -  MONUMENT HILL (1963)
 BN0108
 BN0108                         *CURRENT SURVEY CONTROL
 BN0108  ___________________________________________________________________
 BN0108* NAD 83(1986)-  30 11 07.     (N)    098 22 42.     (W)     SCALED    
 BN0108* NAVD 88     -       399.348  (meters)    1310.19   (feet)  ADJUSTED  
 BN0108  ___________________________________________________________________
 BN0108  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 BN0108  DYNAMIC HT  -         398.793 (meters)    1308.37  (feet)  COMP
 BN0108  MODELED GRAV-     979,241.0   (mgal)                       NAVD 88
 BN0108
 BN0108  VERT ORDER  -  SECOND    CLASS 0
 BN0108
 BN0108.The horizontal coordinates were scaled from a topographic map and have
 BN0108.an estimated accuracy of +/- 6 seconds.
 BN0108
 BN0108.The orthometric height was determined by differential leveling
 BN0108.and adjusted by the National Geodetic Survey in June 1991..
 BN0108
 BN0108.The geoid height was determined by GEOID03.
 BN0108
 BN0108.The dynamic height is computed by dividing the NAVD 88
 BN0108.geopotential number by the normal gravity value computed on the
 BN0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0108.degrees latitude (g = 980.6199 gals.).
 BN0108
 BN0108.The modeled gravity was interpolated from observed gravity values.
 BN0108
 BN0108;                    North         East    Units  Estimated Accuracy
 BN0108;SPC TX C     - 3,059,150.      888,270.      MT  (+/- 180 meters Scaled)
 BN0108
 BN0108                          SUPERSEDED SURVEY CONTROL
 BN0108
 BN0108  NGVD 29 (??/??/92)  399.256  (m)         1309.89   (f) ADJ UNCH    2 0
 BN0108
 BN0108.Superseded values are not recommended for survey control.
 BN0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0108.See file dsdata.txt to determine how the superseded data were derived.
 BN0108
 BN0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU598394(NAD 83)
 BN0108_MARKER: DB = BENCH MARK DISK
 BN0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0108_STAMPING: A 323 1935
 BN0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0108+STABILITY: SURFACE MOTION
 BN0108
 BN0108  HISTORY     - Date     Condition        Report By
 BN0108  HISTORY     - 1935     MONUMENTED       CGS
 BN0108  HISTORY     - 1953     GOOD             NGS
 BN0108  HISTORY     - 1963     MARK NOT FOUND   USGS
 BN0108  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0108
 BN0108                          STATION DESCRIPTION
 BN0108
 BN0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0108'6.8 MI N FROM BLANCO.
 BN0108'6.8 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT BLANCO,
 BN0108'60 YARDS NORTH OF A CONCRETE CULVERT, 54 FEET EAST OF THE CENTER LINE
 BN0108'OF THE HIGHWAY, 2.6 FEET EAST OF A FENCE, 3 FEET EAST OF A WITNESS
 BN0108'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BN0108'THE GROUND.
 BN0108
 BN0108                          STATION RECOVERY (1963)
 BN0108
 BN0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BN0108'MARK NOT FOUND.
 BN0108
 BN0108                          STATION RECOVERY (1990)
 BN0108
 BN0108'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0145 ***********************************************************************
 AO0145  DESIGNATION -  A 324
 AO0145  PID         -  AO0145
 AO0145  STATE/COUNTY-  TX/ATASCOSA
 AO0145  USGS QUAD   -  HINDES (1969)
 AO0145
 AO0145                         *CURRENT SURVEY CONTROL
 AO0145  ___________________________________________________________________
 AO0145* NAD 83(1986)-  28 38 05.     (N)    098 46 50.     (W)     SCALED    
 AO0145* NAVD 88     -       142.728  (meters)     468.27   (feet)  ADJUSTED  
 AO0145  ___________________________________________________________________
 AO0145  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AO0145  DYNAMIC HT  -         142.517 (meters)     467.57  (feet)  COMP
 AO0145  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 AO0145
 AO0145  VERT ORDER  -  SECOND    CLASS 0
 AO0145
 AO0145.The horizontal coordinates were scaled from a topographic map and have
 AO0145.an estimated accuracy of +/- 6 seconds.
 AO0145
 AO0145.The orthometric height was determined by differential leveling
 AO0145.and adjusted by the National Geodetic Survey in June 1991..
 AO0145
 AO0145.The geoid height was determined by GEOID03.
 AO0145
 AO0145.The dynamic height is computed by dividing the NAVD 88
 AO0145.geopotential number by the normal gravity value computed on the
 AO0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0145.degrees latitude (g = 980.6199 gals.).
 AO0145
 AO0145.The modeled gravity was interpolated from observed gravity values.
 AO0145
 AO0145;                    North         East    Units  Estimated Accuracy
 AO0145;SPC TXSC     - 4,088,840.      621,460.      MT  (+/- 180 meters Scaled)
 AO0145
 AO0145                          SUPERSEDED SURVEY CONTROL
 AO0145
 AO0145  NGVD 29 (??/??/92)  142.670  (m)          468.08   (f) ADJ UNCH    2 0
 AO0145
 AO0145.Superseded values are not recommended for survey control.
 AO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0145.See file dsdata.txt to determine how the superseded data were derived.
 AO0145
 AO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS214675(NAD 83)
 AO0145_MARKER: DB = BENCH MARK DISK
 AO0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0145_STAMPING: A 324 1935
 AO0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0145+STABILITY: SURFACE MOTION
 AO0145
 AO0145  HISTORY     - Date     Condition        Report By
 AO0145  HISTORY     - 1935     MONUMENTED       CGS
 AO0145  HISTORY     - 1968     GOOD             USGS
 AO0145
 AO0145                          STATION DESCRIPTION
 AO0145
 AO0145'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0145'5.7 MI S FROM HINDES.
 AO0145'5.6 MILES SOUTH ALONG STATE HIGHWAY 97 FROM HINDES, 0.4 MILES NORTH OF
 AO0145'THE JUNCTION OF STATE HIGHWAY 97 WITH RANCH ROAD 1582, 75 FEET SOUTH
 AO0145'OF A FENCE, 149 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 AO0145'STANDARD DISK, STAMPED A 324 1935 AND SET IN THE TOP OF A CONCRETE
 AO0145'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0516 ***********************************************************************
 BM0516  DESIGNATION -  A 325
 BM0516  PID         -  BM0516
 BM0516  STATE/COUNTY-  TX/BASTROP
 BM0516  USGS QUAD   -  ELGIN EAST (1982)
 BM0516
 BM0516                         *CURRENT SURVEY CONTROL
 BM0516  ___________________________________________________________________
 BM0516* NAD 83(1986)-  30 20 15.     (N)    097 20 48.     (W)     SCALED    
 BM0516* NAVD 88     -       169.23   (+/-2cm)     555.2    (feet)  VERTCON   
 BM0516  ___________________________________________________________________
 BM0516  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0516
 BM0516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0516
 BM0516.The horizontal coordinates were scaled from a topographic map and have
 BM0516.an estimated accuracy of +/- 6 seconds.
 BM0516
 BM0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0516.The vertical order pertains to the NGVD 29 superseded value.
 BM0516
 BM0516.The geoid height was determined by GEOID03.
 BM0516
 BM0516;                    North         East    Units  Estimated Accuracy
 BM0516;SPC TX C     - 3,078,220.      987,140.      MT  (+/- 180 meters Scaled)
 BM0516
 BM0516                          SUPERSEDED SURVEY CONTROL
 BM0516
 BM0516  NGVD 29 (??/??/92)  169.159  (m)          554.98   (f) ADJ UNCH    2 0
 BM0516
 BM0516.Superseded values are not recommended for survey control.
 BM0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0516.See file dsdata.txt to determine how the superseded data were derived.
 BM0516
 BM0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU589573(NAD 83)
 BM0516_MARKER: DB = BENCH MARK DISK
 BM0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0516_STAMPING: A 325 1935
 BM0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0516+STABILITY: SURFACE MOTION
 BM0516
 BM0516  HISTORY     - Date     Condition        Report By
 BM0516  HISTORY     - 1935     MONUMENTED       CGS
 BM0516  HISTORY     - 1953     GOOD             NGS
 BM0516
 BM0516                          STATION DESCRIPTION
 BM0516
 BM0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0516'1.6 MI E FROM ELGIN.
 BM0516'1.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0516'STATION AT ELGIN, 90 YARDS EAST OF A FARMHOUSE, 68.5 FEET WEST OF
 BM0516'MILEPOST 86, 48 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 25 FEET
 BM0516'NORTHEAST OF THE CENTER LINE OF AN OILED ROAD, 2.1 FEET SOUTHEAST OF A
 BM0516'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BM0516'FOOT ABOVE THE GROUND.  NOTE-- THE TEXAS AND NEW ORLEANS RAILROAD IS
 BM0516'NOW THE SOUTHERN PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0301 ***********************************************************************
 BM0301  DESIGNATION -  A 326
 BM0301  PID         -  BM0301
 BM0301  STATE/COUNTY-  TX/MILAM
 BM0301  USGS QUAD   -  CAMERON (1989)
 BM0301
 BM0301                         *CURRENT SURVEY CONTROL
 BM0301  ___________________________________________________________________
 BM0301* NAD 83(1986)-  30 50 00.     (N)    096 59 07.     (W)     SCALED    
 BM0301* NAVD 88     -       105.77   (+/-2cm)     347.0    (feet)  VERTCON   
 BM0301  ___________________________________________________________________
 BM0301  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0301
 BM0301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0301
 BM0301.The horizontal coordinates were scaled from a topographic map and have
 BM0301.an estimated accuracy of +/- 6 seconds.
 BM0301
 BM0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0301.The vertical order pertains to the NGVD 29 superseded value.
 BM0301
 BM0301.The geoid height was determined by GEOID03.
 BM0301
 BM0301;                    North         East    Units  Estimated Accuracy
 BM0301;SPC TX C     - 3,134,150.    1,020,220.      MT  (+/- 180 meters Scaled)
 BM0301
 BM0301                          SUPERSEDED SURVEY CONTROL
 BM0301
 BM0301  NGVD 29 (??/??/92)  105.714  (m)          346.83   (f) ADJ UNCH    2 0
 BM0301
 BM0301.Superseded values are not recommended for survey control.
 BM0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0301.See file dsdata.txt to determine how the superseded data were derived.
 BM0301
 BM0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV926128(NAD 83)
 BM0301_MARKER: DB = BENCH MARK DISK
 BM0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0301_SP_SET: FOUNDATION
 BM0301_STAMPING: A 326 1935
 BM0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0301
 BM0301  HISTORY     - Date     Condition        Report By
 BM0301  HISTORY     - 1935     MONUMENTED       CGS
 BM0301  HISTORY     - 1961     MARK NOT FOUND   USGS
 BM0301  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0301
 BM0301                          STATION DESCRIPTION
 BM0301
 BM0301'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BM0301'1.8 MI S FROM CAMERON.
 BM0301'1.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0301'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT CAMERON, 0.2 MILE WEST
 BM0301'OF MILEPOST 116, 56 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, AT
 BM0301'THE CAMERON-ONE-MILE SIGN, AT BRIDGE 116 A, IN THE CENTER OF THE TOP
 BM0301'OF THE NORTH CONCRETE FOUNDATION, AND 14 FEET NORTH OF THE CENTERLINE
 BM0301'OF THE TRACK.  A STANDARD DISK, STAMPED A 326 1935.  NOTE-- THE
 BM0301'RAILROAD HAS BEEN DISMANTLED, NO CONCRETE FOUNDATIONS WERE FOUND.
 BM0301
 BM0301                          STATION RECOVERY (1999)
 BM0301
 BM0301'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0844 ***********************************************************************
 BZ0844  DESIGNATION -  A 327
 BZ0844  PID         -  BZ0844
 BZ0844  STATE/COUNTY-  TX/FALLS
 BZ0844  USGS QUAD   -  LOTT (1993)
 BZ0844
 BZ0844                         *CURRENT SURVEY CONTROL
 BZ0844  ___________________________________________________________________
 BZ0844* NAD 83(1986)-  31 12 49.     (N)    097 02 36.     (W)     SCALED    
 BZ0844* NAVD 88     -       150.48   (+/-2cm)     493.7    (feet)  VERTCON   
 BZ0844  ___________________________________________________________________
 BZ0844  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BZ0844
 BZ0844  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0844
 BZ0844.The horizontal coordinates were scaled from a topographic map and have
 BZ0844.an estimated accuracy of +/- 6 seconds.
 BZ0844
 BZ0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0844.The vertical order pertains to the NGVD 29 superseded value.
 BZ0844
 BZ0844.The geoid height was determined by GEOID03.
 BZ0844
 BZ0844;                    North         East    Units  Estimated Accuracy
 BZ0844;SPC TX C     - 3,176,120.    1,013,430.      MT  (+/- 180 meters Scaled)
 BZ0844
 BZ0844                          SUPERSEDED SURVEY CONTROL
 BZ0844
 BZ0844  NGVD 29 (??/??/92)  150.423  (m)          493.51   (f) ADJ UNCH    2 0
 BZ0844
 BZ0844.Superseded values are not recommended for survey control.
 BZ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0844.See file dsdata.txt to determine how the superseded data were derived.
 BZ0844
 BZ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV863549(NAD 83)
 BZ0844_MARKER: DB = BENCH MARK DISK
 BZ0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0844_STAMPING: A 327 1935
 BZ0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0844+STABILITY: SURFACE MOTION
 BZ0844
 BZ0844  HISTORY     - Date     Condition        Report By
 BZ0844  HISTORY     - 1935     MONUMENTED       CGS
 BZ0844  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 BZ0844
 BZ0844                          STATION DESCRIPTION
 BZ0844
 BZ0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0844'0.9 MI N FROM LOTT.
 BZ0844'0.9 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE TEXAS
 BZ0844'AND NEW ORLEANS RR) FROM THE STATION AT LOTT, 257 YARDS SOUTH OF
 BZ0844'MILEPOST 144, AT A DIRT-ROAD CROSSING, 68 FEET WEST OF THE CENTERLINE
 BZ0844'OF THE TRACK, AND 25 FEET NORTH OF THE CENTERLINE OF THE ROAD. A
 BZ0844'STANDARD DISK, STAMPED A 327 1935 AND SET IN THE TOP OF A CONCRETE
 BZ0844'POST.
 BZ0844
 BZ0844                          STATION RECOVERY (2001)
 BZ0844
 BZ0844'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0661 ***********************************************************************
 BM0661  DESIGNATION -  A 329
 BM0661  PID         -  BM0661
 BM0661  STATE/COUNTY-  TX/HAYS
 BM0661  USGS QUAD   -  BUDA (1994)
 BM0661
 BM0661                         *CURRENT SURVEY CONTROL
 BM0661  ___________________________________________________________________
 BM0661* NAD 83(1986)-  30 03 28.     (N)    097 51 24.     (W)     SCALED    
 BM0661* NAVD 88     -       228.42   (+/-2cm)     749.4    (feet)  VERTCON   
 BM0661  ___________________________________________________________________
 BM0661  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BM0661
 BM0661  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0661
 BM0661.The horizontal coordinates were scaled from a topographic map and have
 BM0661.an estimated accuracy of +/- 6 seconds.
 BM0661
 BM0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0661.The vertical order pertains to the NGVD 29 superseded value.
 BM0661
 BM0661.The geoid height was determined by GEOID03.
 BM0661
 BM0661;                    North         East    Units  Estimated Accuracy
 BM0661;SPC TXSC     - 4,247,070.      710,240.      MT  (+/- 180 meters Scaled)
 BM0661
 BM0661                          SUPERSEDED SURVEY CONTROL
 BM0661
 BM0661  NGVD 29 (??/??/92)  228.315  (m)          749.06   (f) ADJ UNCH    2 0
 BM0661
 BM0661.Superseded values are not recommended for survey control.
 BM0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0661.See file dsdata.txt to determine how the superseded data were derived.
 BM0661
 BM0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU102257(NAD 83)
 BM0661_MARKER: DB = BENCH MARK DISK
 BM0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0661_STAMPING: A 329 1935
 BM0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0661+STABILITY: SURFACE MOTION
 BM0661
 BM0661  HISTORY     - Date     Condition        Report By
 BM0661  HISTORY     - 1935     MONUMENTED       CGS
 BM0661  HISTORY     - 1953     GOOD             NGS
 BM0661  HISTORY     - 1968     POOR             USGS
 BM0661  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0661  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 BM0661  HISTORY     - 19960127 MARK NOT FOUND   USPSQD
 BM0661  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 BM0661
 BM0661                          STATION DESCRIPTION
 BM0661
 BM0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0661'2.1 MI S FROM BUDA.
 BM0661'2.1 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0661'FROM THE STATION AT BUDA, ACROSS THE TRACK FROM MILEPOST 196, 59 FEET
 BM0661'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 36 FEET WEST OF
 BM0661'THE WEST RAIL, 29 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 19
 BM0661'FEET NORTH OF A TELEPHONE POLE, 3 FEET EAST OF A WITNESS POST, SET IN
 BM0661'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BM0661
 BM0661                          STATION RECOVERY (1968)
 BM0661
 BM0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BM0661'MARK RECOVERED IN POOR CONDITION.
 BM0661
 BM0661                          STATION RECOVERY (1980)
 BM0661
 BM0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0661'SEARCHED FOR, NOT RECOVERED.
 BM0661
 BM0661                          STATION RECOVERY (1993)
 BM0661
 BM0661'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BM0661'MARK NOT FOUND.
 BM0661
 BM0661                          STATION RECOVERY (1996)
 BM0661
 BM0661'RECOVERY NOTE BY US POWER SQUADRON 1996
 BM0661'MARK NOT FOUND.
 BM0661
 BM0661                          STATION RECOVERY (1999)
 BM0661
 BM0661'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0629 ***********************************************************************
 AX0629  DESIGNATION -  A 331
 AX0629  PID         -  AX0629
 AX0629  STATE/COUNTY-  TX/LAVACA
 AX0629  USGS QUAD   -  CORDELE (1981)
 AX0629
 AX0629                         *CURRENT SURVEY CONTROL
 AX0629  ___________________________________________________________________
 AX0629* NAD 83(1986)-  29 13 27.     (N)    096 43 33.     (W)     SCALED    
 AX0629* NAVD 88     -        38.837  (meters)     127.42   (feet)  ADJUSTED  
 AX0629  ___________________________________________________________________
 AX0629  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0629  DYNAMIC HT  -          38.782 (meters)     127.24  (feet)  COMP
 AX0629  MODELED GRAV-     979,231.4   (mgal)                       NAVD 88
 AX0629
 AX0629  VERT ORDER  -  FIRST     CLASS I
 AX0629
 AX0629.The horizontal coordinates were scaled from a topographic map and have
 AX0629.an estimated accuracy of +/- 6 seconds.
 AX0629
 AX0629.The orthometric height was determined by differential leveling
 AX0629.and adjusted by the National Geodetic Survey in June 1991..
 AX0629
 AX0629.The geoid height was determined by GEOID03.
 AX0629
 AX0629.The dynamic height is computed by dividing the NAVD 88
 AX0629.geopotential number by the normal gravity value computed on the
 AX0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0629.degrees latitude (g = 980.6199 gals.).
 AX0629
 AX0629.The modeled gravity was interpolated from observed gravity values.
 AX0629
 AX0629;                    North         East    Units  Estimated Accuracy
 AX0629;SPC TXSC     - 4,156,290.      821,070.      MT  (+/- 180 meters Scaled)
 AX0629
 AX0629                          SUPERSEDED SURVEY CONTROL
 AX0629
 AX0629  NGVD 29 (??/??/92)   38.842  (m)          127.43   (f) ADJ UNCH    1 1
 AX0629
 AX0629.Superseded values are not recommended for survey control.
 AX0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0629.See file dsdata.txt to determine how the superseded data were derived.
 AX0629
 AX0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT210349(NAD 83)
 AX0629_MARKER: DB = BENCH MARK DISK
 AX0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0629_STAMPING: A 331 1935
 AX0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0629+STABILITY: SURFACE MOTION
 AX0629
 AX0629  HISTORY     - Date     Condition        Report By
 AX0629  HISTORY     - 1935     MONUMENTED       CGS
 AX0629  HISTORY     - 1972     GOOD             NGS
 AX0629
 AX0629                          STATION DESCRIPTION
 AX0629
 AX0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0629'3.35 MI SW FROM SPEAKS.
 AX0629'ABOUT 0.9 MILE SOUTH ALONG FARM TO MARKET ROAD NO. 530 FROM THE POST
 AX0629'OFFICE AT STORE AT SPEAKS, THENCE 2.45 MILES SOUTHWEST ALONG SPEAKS
 AX0629'ROAD, ABOUT 0.85 MILE NORTHEAST OF THE JACKSON-LAVACA COUNTY LINE, 0.2
 AX0629'MILE NORTHEAST OF THE JUNCTION OF A FARM LEADING NORTHWEST TO A HOUSE,
 AX0629'0.2 MILE SOUTHWEST OF A CATTLE GUARD ACROSS THE ROAD, IN A PASTURE, 47
 AX0629'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE
 AX0629'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE INCH ABOVE
 AX0629'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0747 ***********************************************************************
 AN0747  DESIGNATION -  A 332
 AN0747  PID         -  AN0747
 AN0747  STATE/COUNTY-  TX/VICTORIA
 AN0747  USGS QUAD   -  VICTORIA EAST (1995)
 AN0747
 AN0747                         *CURRENT SURVEY CONTROL
 AN0747  ___________________________________________________________________
 AN0747* NAD 83(1986)-  28 48 35.     (N)    096 58 23.     (W)     SCALED    
 AN0747* NAVD 88     -        29.79   (+/-2cm)      97.7    (feet)  VERTCON   
 AN0747  ___________________________________________________________________
 AN0747  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0747
 AN0747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0747
 AN0747.The horizontal coordinates were scaled from a topographic map and have
 AN0747.an estimated accuracy of +/- 6 seconds.
 AN0747
 AN0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0747.The vertical order pertains to the NGVD 29 superseded value.
 AN0747
 AN0747.The geoid height was determined by GEOID03.
 AN0747
 AN0747;                    North         East    Units  Estimated Accuracy
 AN0747;SPC TXSC     - 4,109,930.      797,840.      MT  (+/- 180 meters Scaled)
 AN0747
 AN0747                          SUPERSEDED SURVEY CONTROL
 AN0747
 AN0747  NGVD 29 (??/??/92)   29.868  (m)           97.99   (f) ADJ UNCH    2 0
 AN0747
 AN0747.Superseded values are not recommended for survey control.
 AN0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0747.See file dsdata.txt to determine how the superseded data were derived.
 AN0747
 AN0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS978885(NAD 83)
 AN0747_MARKER: DB = BENCH MARK DISK
 AN0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0747_STAMPING: A 332 1935
 AN0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0747+STABILITY: SURFACE MOTION
 AN0747
 AN0747  HISTORY     - Date     Condition        Report By
 AN0747  HISTORY     - 1935     MONUMENTED       CGS
 AN0747  HISTORY     - 1943     GOOD             NGS
 AN0747  HISTORY     - 20060811 MARK NOT FOUND   USPSQD
 AN0747
 AN0747                          STATION DESCRIPTION
 AN0747
 AN0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0747'2.3 MI NE FROM INEZ.
 AN0747'2.3 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0747'STATION AT VICTORIA, VICTORIA COUNTY, 0.2 MILE SOUTHWEST OF MILEPOST
 AN0747'89, AT THE CROSSING OF BEN WILSON STREET, 32 FEET NORTHWEST OF THE
 AN0747'CENTERLINE OF THE TRACK, 34 FEET NORTHEAST OF THE CENTER LINE OF THE
 AN0747'STREET, NEAR CATTLE GUARD 89A, AND 16 FEET SOUTHEAST OF THE NORTH
 AN0747'FENCE CORNER, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 AN0747'CENTER LINE OF BEN WILSON STREET IS THE EAST CITY-LIMIT LINE.
 AN0747
 AN0747                          STATION RECOVERY (2006)
 AN0747
 AN0747'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AN0747'ROAD HAS BEEN WIDENED AND THERE ARE NOW THREE SET OF TRACKS MAKING IT
 AN0747'DIFFICULT TO ESTABLISH A POINT OF REFERENCE.  A SIDEWALK AND A WATER
 AN0747'LINE NOW EXIST IN THE GENERAL AREA OF THE MARK MAKING IT LIKELY THAT
 AN0747'THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1572 ***********************************************************************
 AN1572  DESIGNATION -  A 333
 AN1572  PID         -  AN1572
 AN1572  STATE/COUNTY-  TX/BEE
 AN1572  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1572
 AN1572                         *CURRENT SURVEY CONTROL
 AN1572  ___________________________________________________________________
 AN1572* NAD 83(1986)-  28 27 16.     (N)    097 41 39.     (W)     SCALED    
 AN1572* NAVD 88     -        72.37   (+/-2cm)     237.4    (feet)  VERTCON   
 AN1572  ___________________________________________________________________
 AN1572  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN1572
 AN1572  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1572
 AN1572.The horizontal coordinates were scaled from a topographic map and have
 AN1572.an estimated accuracy of +/- 6 seconds.
 AN1572
 AN1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1572.The vertical order pertains to the NGVD 29 superseded value.
 AN1572
 AN1572.The geoid height was determined by GEOID03.
 AN1572
 AN1572;                    North         East    Units  Estimated Accuracy
 AN1572;SPC TXSC     - 4,069,550.      727,900.      MT  (+/- 180 meters Scaled)
 AN1572
 AN1572                          SUPERSEDED SURVEY CONTROL
 AN1572
 AN1572  NGVD 29 (??/??/92)   72.381  (m)          237.47   (f) ADJ UNCH    2 0
 AN1572
 AN1572.Superseded values are not recommended for survey control.
 AN1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1572.See file dsdata.txt to determine how the superseded data were derived.
 AN1572
 AN1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS278482(NAD 83)
 AN1572_MARKER: DB = BENCH MARK DISK
 AN1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1572_STAMPING: A 333 1935
 AN1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1572+STABILITY: SURFACE MOTION
 AN1572
 AN1572  HISTORY     - Date     Condition        Report By
 AN1572  HISTORY     - 1935     MONUMENTED       CGS
 AN1572  HISTORY     - 1981     GOOD             NGS
 AN1572  HISTORY     - 19960727 GOOD             USPSQD
 AN1572
 AN1572                          STATION DESCRIPTION
 AN1572
 AN1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1572'4.8 MI NE FROM BEEVILLE.
 AN1572'4.8 MILES NE OF AND ALONG THE S P R R 72 FEET E OF MILEPOST 141.  45
 AN1572'FEET E OF CENTER OF TRACK AND CLOSE TO THE R/W FENCE.
 AN1572
 AN1572                          STATION RECOVERY (1981)
 AN1572
 AN1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1572'RECOVERED IN GOOD CONDITION.
 AN1572
 AN1572                          STATION RECOVERY (1996)
 AN1572
 AN1572'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0100 ***********************************************************************
 AJ0100  DESIGNATION -  A 334
 AJ0100  PID         -  AJ0100
 AJ0100  STATE/COUNTY-  TX/JIM WELLS
 AJ0100  USGS QUAD   -  ALICE NORTH (1963)
 AJ0100
 AJ0100                         *CURRENT SURVEY CONTROL
 AJ0100  ___________________________________________________________________
 AJ0100* NAD 83(1986)-  27 45 57.     (N)    098 04 36.     (W)     SCALED    
 AJ0100* NAVD 88     -        63.368  (meters)     207.90   (feet)  ADJUSTED  
 AJ0100  ___________________________________________________________________
 AJ0100  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ0100  DYNAMIC HT  -          63.270 (meters)     207.58  (feet)  COMP
 AJ0100  MODELED GRAV-     979,098.7   (mgal)                       NAVD 88
 AJ0100
 AJ0100  VERT ORDER  -  FIRST     CLASS II
 AJ0100
 AJ0100.The horizontal coordinates were scaled from a topographic map and have
 AJ0100.an estimated accuracy of +/- 6 seconds.
 AJ0100
 AJ0100.The orthometric height was determined by differential leveling
 AJ0100.and adjusted by the National Geodetic Survey in June 1991..
 AJ0100
 AJ0100.The geoid height was determined by GEOID03.
 AJ0100
 AJ0100.The dynamic height is computed by dividing the NAVD 88
 AJ0100.geopotential number by the normal gravity value computed on the
 AJ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0100.degrees latitude (g = 980.6199 gals.).
 AJ0100
 AJ0100.The modeled gravity was interpolated from observed gravity values.
 AJ0100
 AJ0100;                    North         East    Units  Estimated Accuracy
 AJ0100;SPC TX S     - 5,232,650.      341,730.      MT  (+/- 180 meters Scaled)
 AJ0100
 AJ0100                          SUPERSEDED SURVEY CONTROL
 AJ0100
 AJ0100  NGVD 29 (??/??/92)   63.477  (m)          208.26   (f) ADJ UNCH    1 2
 AJ0100
 AJ0100.Superseded values are not recommended for survey control.
 AJ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0100.See file dsdata.txt to determine how the superseded data were derived.
 AJ0100
 AJ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR909716(NAD 83)
 AJ0100_MARKER: DB = BENCH MARK DISK
 AJ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0100_STAMPING: A 334 1935
 AJ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0100+STABILITY: SURFACE MOTION
 AJ0100
 AJ0100  HISTORY     - Date     Condition        Report By
 AJ0100  HISTORY     - 1935     MONUMENTED       CGS
 AJ0100  HISTORY     - 1951     GOOD             NGS
 AJ0100
 AJ0100                          STATION DESCRIPTION
 AJ0100
 AJ0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AJ0100'1.1 MI N FROM ALICE.
 AJ0100'1.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AJ0100'STATION AT ALICE, 113 FEET NORTHWEST OF THE NORTHWEST LEG OF A WATER
 AJ0100'TANK, 124 FEET NORTH OF A WATER SPOUT, 63 FEET NORTH OF THE FIRST POLE
 AJ0100'SOUTH OF A ROAD CROSSING, 38 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 AJ0100'31.3 FEET EAST OF THE EAST RAIL, 1.6 FEET NORTH OF A WITNESS POST, SET
 AJ0100'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0050 ***********************************************************************
 AO0050  DESIGNATION -  A 335
 AO0050  PID         -  AO0050
 AO0050  STATE/COUNTY-  TX/LIVE OAK
 AO0050  USGS QUAD   -  CRATER RIDGE (1963)
 AO0050
 AO0050                         *CURRENT SURVEY CONTROL
 AO0050  ___________________________________________________________________
 AO0050* NAD 83(1986)-  28 10 02.     (N)    098 06 12.     (W)     SCALED    
 AO0050* NAVD 88     -        86.132  (meters)     282.58   (feet)  POSTED    
 AO0050  ___________________________________________________________________
 AO0050  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AO0050  DYNAMIC HT  -          86.000 (meters)     282.15  (feet)  COMP
 AO0050  MODELED GRAV-     979,132.7   (mgal)                       NAVD 88
 AO0050
 AO0050  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AO0050
 AO0050.The horizontal coordinates were scaled from a topographic map and have
 AO0050.an estimated accuracy of +/- 6 seconds.
 AO0050
 AO0050.The orthometric height was determined by differential leveling
 AO0050.and adjusted by the National Geodetic Survey in 1992..
 AO0050.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AO0050.rate of 2.1 thru 3.0 mm/km.
 AO0050
 AO0050.The geoid height was determined by GEOID03.
 AO0050
 AO0050.The dynamic height is computed by dividing the NAVD 88
 AO0050.geopotential number by the normal gravity value computed on the
 AO0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0050.degrees latitude (g = 980.6199 gals.).
 AO0050
 AO0050.The modeled gravity was interpolated from observed gravity values.
 AO0050
 AO0050;                    North         East    Units  Estimated Accuracy
 AO0050;SPC TXSC     - 4,037,340.      688,070.      MT  (+/- 180 meters Scaled)
 AO0050
 AO0050                          SUPERSEDED SURVEY CONTROL
 AO0050
 AO0050  NGVD 29 (??/??/92)   86.134  (m)          282.59   (f) ADJ UNCH    2 0
 AO0050
 AO0050.Superseded values are not recommended for survey control.
 AO0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0050.See file dsdata.txt to determine how the superseded data were derived.
 AO0050
 AO0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS880160(NAD 83)
 AO0050_MARKER: DB = BENCH MARK DISK
 AO0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0050_STAMPING: A-335 1935
 AO0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0050+STABILITY: SURFACE MOTION
 AO0050
 AO0050  HISTORY     - Date     Condition        Report By
 AO0050  HISTORY     - 1935     MONUMENTED       CGS
 AO0050  HISTORY     - 1962     POOR             USGS
 AO0050  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AO0050
 AO0050                          STATION DESCRIPTION
 AO0050
 AO0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0050'11.8 MI S FROM GEORGE WEST.
 AO0050'11.8 MILES SOUTH OF AND ALONG STATE HIGHWAY 66.  52 FEET WEST OF
 AO0050'CENTER LINE OF HIGHWAY.  JUST INSIDE RIGHT OF WAY FENCE.  ABOUT
 AO0050'HALFWAY DOWN A STEEP GRADE.  ABOUT 200 YDS. NORTH OF A SMALL HIGHWAY
 AO0050'CULVERT, WHICH HAS A SHORT DOUBLE GUARD RAIL.
 AO0050
 AO0050                          STATION RECOVERY (1962)
 AO0050
 AO0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AO0050'MARK RECOVERED IN POOR CONDITION.
 AO0050
 AO0050                          STATION RECOVERY (1990)
 AO0050
 AO0050'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AO0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0403 ***********************************************************************
 BY0403  DESIGNATION -  A 336
 BY0403  PID         -  BY0403
 BY0403  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0403  USGS QUAD   -  BRONSON (1984)
 BY0403
 BY0403                         *CURRENT SURVEY CONTROL
 BY0403  ___________________________________________________________________
 BY0403* NAD 83(1986)-  31 21 13.     (N)    094 03 37.     (W)     SCALED    
 BY0403* NAVD 88     -        94.61   (+/-2cm)     310.4    (feet)  VERTCON   
 BY0403  ___________________________________________________________________
 BY0403  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY0403
 BY0403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0403
 BY0403.The horizontal coordinates were scaled from a topographic map and have
 BY0403.an estimated accuracy of +/- 6 seconds.
 BY0403
 BY0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0403.The vertical order pertains to the NGVD 29 superseded value.
 BY0403
 BY0403.The geoid height was determined by GEOID03.
 BY0403
 BY0403;                    North         East    Units  Estimated Accuracy
 BY0403;SPC TX C     - 3,203,830.    1,296,510.      MT  (+/- 180 meters Scaled)
 BY0403
 BY0403                          SUPERSEDED SURVEY CONTROL
 BY0403
 BY0403  NGVD 29 (??/??/92)   94.633  (m)          310.48   (f) ADJ UNCH    2 0
 BY0403
 BY0403.Superseded values are not recommended for survey control.
 BY0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0403.See file dsdata.txt to determine how the superseded data were derived.
 BY0403
 BY0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ991692(NAD 83)
 BY0403_MARKER: DB = BENCH MARK DISK
 BY0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0403_STAMPING: A 336 1952
 BY0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0403+STABILITY: SURFACE MOTION
 BY0403
 BY0403  HISTORY     - Date     Condition        Report By
 BY0403  HISTORY     - 1952     MONUMENTED       CGS
 BY0403
 BY0403                          STATION DESCRIPTION
 BY0403
 BY0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0403'2.8 MI W FROM BRONSON.
 BY0403'2.8 MILES WEST ALONG A GRADED CLAY ROAD FROM ITS JUNCTION WITH U.S.
 BY0403'HIGHWAY 96 AT BRONSON, 36 FEET NORTH OF THE CENTER LINE OF THE CLAY
 BY0403'ROAD, 26 FEET SOUTH OF THE CENTER LINE OF A WOODS ROAD, 18.7 FEET
 BY0403'NORTHWEST OF A 14 INCH OAK TREE, 13 FEET SOUTHWEST OF A 12 INCH OAK
 BY0403'TREE, 1.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0403'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2156 ***********************************************************************
 BX2156  DESIGNATION -  A 337
 BX2156  PID         -  BX2156
 BX2156  STATE/COUNTY-  TX/SABINE
 BX2156  USGS QUAD   -  PINELAND NORTH (1984)
 BX2156
 BX2156                         *CURRENT SURVEY CONTROL
 BX2156  ___________________________________________________________________
 BX2156* NAD 83(1986)-  31 16 46.     (N)    093 59 29.     (W)     SCALED    
 BX2156* NAVD 88     -        83.287  (meters)     273.25   (feet)  ADJUSTED  
 BX2156  ___________________________________________________________________
 BX2156  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BX2156  DYNAMIC HT  -          83.181 (meters)     272.90  (feet)  COMP
 BX2156  MODELED GRAV-     979,374.6   (mgal)                       NAVD 88
 BX2156
 BX2156  VERT ORDER  -  FIRST     CLASS II
 BX2156
 BX2156.The horizontal coordinates were scaled from a topographic map and have
 BX2156.an estimated accuracy of +/- 6 seconds.
 BX2156
 BX2156.The orthometric height was determined by differential leveling
 BX2156.and adjusted by the National Geodetic Survey in June 1991..
 BX2156
 BX2156.The geoid height was determined by GEOID03.
 BX2156
 BX2156.The dynamic height is computed by dividing the NAVD 88
 BX2156.geopotential number by the normal gravity value computed on the
 BX2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2156.degrees latitude (g = 980.6199 gals.).
 BX2156
 BX2156.The modeled gravity was interpolated from observed gravity values.
 BX2156
 BX2156;                    North         East    Units  Estimated Accuracy
 BX2156;SPC TX C     - 3,195,990.    1,303,520.      MT  (+/- 180 meters Scaled)
 BX2156
 BX2156                          SUPERSEDED SURVEY CONTROL
 BX2156
 BX2156  NGVD 29 (??/??/??)   83.302  (m)          273.30   (f) ADJUSTED    1 2
 BX2156
 BX2156.Superseded values are not recommended for survey control.
 BX2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2156.See file dsdata.txt to determine how the superseded data were derived.
 BX2156
 BX2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ056609(NAD 83)
 BX2156_MARKER: DB = BENCH MARK DISK
 BX2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2156_STAMPING: A 337 1952
 BX2156_PROJECTION: PROJECTING 10 CENTIMETERS
 BX2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2156+STABILITY: SURFACE MOTION
 BX2156
 BX2156  HISTORY     - Date     Condition        Report By
 BX2156  HISTORY     - 1952     MONUMENTED       CGS
 BX2156  HISTORY     - 1979     GOOD             NGS
 BX2156
 BX2156                          STATION DESCRIPTION
 BX2156
 BX2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2156'2.35 MI N FROM PINELAND.
 BX2156'0.15 MILE SOUTH ALONG FARM ROADS 1 AND 83 FROM THE PINELAND HIGH
 BX2156'SCHOOL, THENCE 0.9 MILE WEST ALONG FARM ROAD 83, THENCE 1.45 MILES
 BX2156'NORTH ALONG U.S. HIGHWAY 96, 111 FEET NORTH OF THE NORTHWEST CORNER OF
 BX2156'BEN ALLENS FARMHOUSE, 25.6 FEET WEST OF A TRANSFORMER POLE, 23.5 FEET
 BX2156'EAST OF A 12 INCH PINE TREE, 2.4 FEET WEST OF A WOVEN WIRE FENCE, 2.0
 BX2156'FEET SOUTH OF WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BX2156'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BX2156
 BX2156                          STATION RECOVERY (1979)
 BX2156
 BX2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2156'2.1 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BX2156'ROAD 83 IN PINELAND, 58.0 FT. NORTHEAST OF THE CENTERLINE OF THE
 BX2156'HIGHWAY, 111.0 FT. NORTH OF THE NORTHWEST CORNER OF A FARMHOUSE,
 BX2156'26.6 FT. WEST OF A TRANSFORMER POLE, 13.5 FT. EAST OF A 12-INCH
 BX2156'PINE TREE, 2.4 FT. WEST OF A FENCE LINE.
 BX2156'THE MARK IS 2 FT  S FROM A WITNESS POST.
 BX2156'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0163 ***********************************************************************
 GL0163  DESIGNATION -  A 339
 GL0163  PID         -  GL0163
 GL0163  STATE/COUNTY-  TX/DALLAM
 GL0163  USGS QUAD   -  CONLEN (1965)
 GL0163
 GL0163                         *CURRENT SURVEY CONTROL
 GL0163  ___________________________________________________________________
 GL0163* NAD 83(1986)-  36 11 40.     (N)    102 14 28.     (W)     SCALED    
 GL0163* NAVD 88     -      1173.248  (meters)    3849.23   (feet)  ADJUSTED  
 GL0163  ___________________________________________________________________
 GL0163  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 GL0163  DYNAMIC HT  -        1171.922 (meters)    3844.88  (feet)  COMP
 GL0163  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 GL0163
 GL0163  VERT ORDER  -  SECOND    CLASS 0
 GL0163
 GL0163.The horizontal coordinates were scaled from a topographic map and have
 GL0163.an estimated accuracy of +/- 6 seconds.
 GL0163
 GL0163.The orthometric height was determined by differential leveling
 GL0163.and adjusted by the National Geodetic Survey in June 1991..
 GL0163
 GL0163.The geoid height was determined by GEOID03.
 GL0163
 GL0163.The dynamic height is computed by dividing the NAVD 88
 GL0163.geopotential number by the normal gravity value computed on the
 GL0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0163.degrees latitude (g = 980.6199 gals.).
 GL0163
 GL0163.The modeled gravity was interpolated from observed gravity values.
 GL0163
 GL0163;                    North         East    Units  Estimated Accuracy
 GL0163;SPC TX N     - 1,243,700.      133,340.      MT  (+/- 180 meters Scaled)
 GL0163
 GL0163                          SUPERSEDED SURVEY CONTROL
 GL0163
 GL0163.No superseded survey control is available for this station.
 GL0163
 GL0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA480090(NAD 83)
 GL0163_MARKER: DB = BENCH MARK DISK
 GL0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0163_SP_SET: CULVERT
 GL0163_STAMPING: A 339 1952
 GL0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0163
 GL0163  HISTORY     - Date     Condition        Report By
 GL0163  HISTORY     - 1952     MONUMENTED       CGS
 GL0163
 GL0163                          STATION DESCRIPTION
 GL0163
 GL0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0163'2.65 MI S FROM CONLEN.
 GL0163'2.65 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0163'HIGHWAY 54 AT CONLEN.  0.3 MILE SOUTHEAST OF A FARMHOUSE.  0.15 MILE
 GL0163'SOUTH OF AN INTERSECTION WITH AN EAST AND WEST ROAD.  17 FEET WEST OF
 GL0163'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE
 GL0163'WEST CONCRETE HEADWALL OF AN 18 INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0491 ***********************************************************************
 AV0491  DESIGNATION -  A 340
 AV0491  PID         -  AV0491
 AV0491  STATE/COUNTY-  TX/JEFFERSON
 AV0491  USGS QUAD   -  SABINE PASS (1993)
 AV0491
 AV0491                         *CURRENT SURVEY CONTROL
 AV0491  ___________________________________________________________________
 AV0491* NAD 83(1986)-  29 44 35.     (N)    093 54 55.     (W)     SCALED    
 AV0491* NAVD 88     -         1.61   (+/-2cm)       5.3    (feet)  VERTCON   
 AV0491  ___________________________________________________________________
 AV0491  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AV0491
 AV0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AV0491
 AV0491.The horizontal coordinates were scaled from a topographic map and have
 AV0491.an estimated accuracy of +/- 6 seconds.
 AV0491
 AV0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0491.The vertical order pertains to the NGVD 29 superseded value.
 AV0491
 AV0491.The geoid height was determined by GEOID03.
 AV0491
 AV0491;                    North         East    Units  Estimated Accuracy
 AV0491;SPC TXSC     - 4,222,340.    1,091,660.      MT  (+/- 180 meters Scaled)
 AV0491
 AV0491                          SUPERSEDED SURVEY CONTROL
 AV0491
 AV0491  NGVD 29 (??/??/??)    1.601  (m)            5.25   (f) ADJUSTED    2 0
 AV0491
 AV0491.Superseded values are not recommended for survey control.
 AV0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0491.See file dsdata.txt to determine how the superseded data were derived.
 AV0491
 AV0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN114906(NAD 83)
 AV0491_MARKER: DB = BENCH MARK DISK
 AV0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0491_STAMPING: A 340 1935
 AV0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0491+STABILITY: SURFACE MOTION
 AV0491
 AV0491  HISTORY     - Date     Condition        Report By
 AV0491  HISTORY     - 1935     MONUMENTED       CGS
 AV0491  HISTORY     - 1957     MARK NOT FOUND   USGS
 AV0491  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AV0491  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0491  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0491  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 AV0491
 AV0491                          STATION DESCRIPTION
 AV0491
 AV0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AV0491'2.0 MI N FROM SABINE PASS.
 AV0491'2.0 MI N OF ALONG STATE HIGHWAY 87.  DISK SET HORIZONTAL IN THE TOP
 AV0491'OF A 6 INCH IRON PIPE FILLED WITH CONCRETE; 1 FOOT N OF THE E END
 AV0491'OF A CULVERT; ON TEH SHOULDER OF THE HIGHWAY.
 AV0491
 AV0491                          STATION RECOVERY (1957)
 AV0491
 AV0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AV0491'MARK NOT FOUND.
 AV0491
 AV0491                          STATION RECOVERY (1994)
 AV0491
 AV0491'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0491'MARK NOT FOUND.
 AV0491
 AV0491                          STATION RECOVERY (2000)
 AV0491
 AV0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0491'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0491
 AV0491                          STATION RECOVERY (2001)
 AV0491
 AV0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0491'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0491
 AV0491                          STATION RECOVERY (2002)
 AV0491
 AV0491'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0224 ***********************************************************************
 CA0224  DESIGNATION -  A 341
 CA0224  PID         -  CA0224
 CA0224  STATE/COUNTY-  TX/SAN SABA
 CA0224  USGS QUAD   -  RICHLAND SPRINGS (1979)
 CA0224
 CA0224                         *CURRENT SURVEY CONTROL
 CA0224  ___________________________________________________________________
 CA0224* NAD 83(1986)-  31 17 22.     (N)    098 59 01.     (W)     SCALED    
 CA0224* NAVD 88     -       429.111  (meters)    1407.84   (feet)  ADJUSTED  
 CA0224  ___________________________________________________________________
 CA0224  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CA0224  DYNAMIC HT  -         428.542 (meters)    1405.97  (feet)  COMP
 CA0224  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 CA0224
 CA0224  VERT ORDER  -  SECOND    CLASS 0
 CA0224
 CA0224.The horizontal coordinates were scaled from a topographic map and have
 CA0224.an estimated accuracy of +/- 6 seconds.
 CA0224
 CA0224.The orthometric height was determined by differential leveling
 CA0224.and adjusted by the National Geodetic Survey in June 1991..
 CA0224
 CA0224.The geoid height was determined by GEOID03.
 CA0224
 CA0224.The dynamic height is computed by dividing the NAVD 88
 CA0224.geopotential number by the normal gravity value computed on the
 CA0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0224.degrees latitude (g = 980.6199 gals.).
 CA0224
 CA0224.The modeled gravity was interpolated from observed gravity values.
 CA0224
 CA0224;                    North         East    Units  Estimated Accuracy
 CA0224;SPC TX C     - 3,180,670.      828,500.      MT  (+/- 180 meters Scaled)
 CA0224
 CA0224                          SUPERSEDED SURVEY CONTROL
 CA0224
 CA0224  NGVD 29 (??/??/92)  429.054  (m)         1407.65   (f) ADJ UNCH    2 0
 CA0224
 CA0224.Superseded values are not recommended for survey control.
 CA0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0224.See file dsdata.txt to determine how the superseded data were derived.
 CA0224
 CA0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV015616(NAD 83)
 CA0224_MARKER: DB = BENCH MARK DISK
 CA0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0224_STAMPING: A 341 1935
 CA0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0224+STABILITY: SURFACE MOTION
 CA0224
 CA0224  HISTORY     - Date     Condition        Report By
 CA0224  HISTORY     - 1935     MONUMENTED       CGS
 CA0224  HISTORY     - 1975     MARK NOT FOUND   USGS
 CA0224
 CA0224                          STATION DESCRIPTION
 CA0224
 CA0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0224'2.2 MI W FROM RICHLAND SPRINGS.
 CA0224'2.2 MILES WEST OF AND ALONG THE G.C. AND S.F.R.R. 200 YARDS EAST OF
 CA0224'R.R. BRIDGE 41 C.  17 YARDS SOUTH OF CENTER OF THE TRACK.  1 YARD
 CA0224'NORTH OF THE RIGHT OF WAY FENCE.  0.6 MI W OF MP 41.
 CA0224
 CA0224                          STATION RECOVERY (1975)
 CA0224
 CA0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CA0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0468 ***********************************************************************
 AY0468  DESIGNATION -  A 342
 AY0468  PID         -  AY0468
 AY0468  STATE/COUNTY-  TX/WILSON
 AY0468  USGS QUAD   -  POTH (1961)
 AY0468
 AY0468                         *CURRENT SURVEY CONTROL
 AY0468  ___________________________________________________________________
 AY0468* NAD 83(1986)-  29 02 57.     (N)    098 06 39.     (W)     SCALED    
 AY0468* NAVD 88     -       115.041  (meters)     377.43   (feet)  ADJUSTED  
 AY0468  ___________________________________________________________________
 AY0468  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AY0468  DYNAMIC HT  -         114.877 (meters)     376.89  (feet)  COMP
 AY0468  MODELED GRAV-     979,216.1   (mgal)                       NAVD 88
 AY0468
 AY0468  VERT ORDER  -  FIRST     CLASS II
 AY0468
 AY0468.The horizontal coordinates were scaled from a topographic map and have
 AY0468.an estimated accuracy of +/- 6 seconds.
 AY0468
 AY0468.The orthometric height was determined by differential leveling
 AY0468.and adjusted by the National Geodetic Survey in June 1991..
 AY0468.WARNING-Repeat measurements at this control monument indicate possible
 AY0468.vertical movement.
 AY0468
 AY0468.The geoid height was determined by GEOID03.
 AY0468
 AY0468.The dynamic height is computed by dividing the NAVD 88
 AY0468.geopotential number by the normal gravity value computed on the
 AY0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0468.degrees latitude (g = 980.6199 gals.).
 AY0468
 AY0468.The modeled gravity was interpolated from observed gravity values.
 AY0468
 AY0468;                    North         East    Units  Estimated Accuracy
 AY0468;SPC TXSC     - 4,135,080.      686,590.      MT  (+/- 180 meters Scaled)
 AY0468
 AY0468                          SUPERSEDED SURVEY CONTROL
 AY0468
 AY0468.No superseded survey control is available for this station.
 AY0468
 AY0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT865137(NAD 83)
 AY0468_MARKER: DB = BENCH MARK DISK
 AY0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0468_STAMPING: A 342 1935
 AY0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0468+STABILITY: SURFACE MOTION
 AY0468
 AY0468  HISTORY     - Date     Condition        Report By
 AY0468  HISTORY     - 1935     MONUMENTED       CGS
 AY0468  HISTORY     - 1959     GOOD             NGS
 AY0468  HISTORY     - 1981     GOOD             NGS
 AY0468  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY0468
 AY0468                          STATION DESCRIPTION
 AY0468
 AY0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AY0468'2.3 MI SW FROM POTH.
 AY0468'2.3 MI SW ALONG THE MCCOY ROAD FROM POTH.  A STANDARD DISK STAMPED A
 AY0468'342 1935 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT IS 14 YARDS
 AY0468'NORTHWEST OF THE CENTERLINE OF HIGHWAY NO.541, 3 FEET NORTHWEST OF THE
 AY0468'NORTHWEST RIGHT-OF-WAY FENCE, 3 FEET WEST OF A FENCE LEADING NORTHWEST
 AY0468'DIVIDING A FIELD TO THE WEST AND A BRUSHY AREA TO THE EAST.
 AY0468
 AY0468                          STATION RECOVERY (1981)
 AY0468
 AY0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0468'RECOVERED IN GOOD CONDITION.
 AY0468
 AY0468                          STATION RECOVERY (2005)
 AY0468
 AY0468'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY0468'POST FOUND WITH STEM.  DISC MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0028 ***********************************************************************
 AO0028  DESIGNATION -  A 343
 AO0028  PID         -  AO0028
 AO0028  STATE/COUNTY-  TX/LIVE OAK
 AO0028  USGS QUAD   -  COMANCHE HILLS (1985)
 AO0028
 AO0028                         *CURRENT SURVEY CONTROL
 AO0028  ___________________________________________________________________
 AO0028* NAD 83(1986)-  28 34 25.     (N)    098 12 11.     (W)     SCALED    
 AO0028* NAVD 88     -        53.637  (meters)     175.97   (feet)  ADJUSTED  
 AO0028  ___________________________________________________________________
 AO0028  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AO0028  DYNAMIC HT  -          53.558 (meters)     175.71  (feet)  COMP
 AO0028  MODELED GRAV-     979,171.2   (mgal)                       NAVD 88
 AO0028
 AO0028  VERT ORDER  -  SECOND    CLASS 0
 AO0028
 AO0028.The horizontal coordinates were scaled from a topographic map and have
 AO0028.an estimated accuracy of +/- 6 seconds.
 AO0028
 AO0028.The orthometric height was determined by differential leveling
 AO0028.and adjusted by the National Geodetic Survey in June 1991..
 AO0028
 AO0028.The geoid height was determined by GEOID03.
 AO0028
 AO0028.The dynamic height is computed by dividing the NAVD 88
 AO0028.geopotential number by the normal gravity value computed on the
 AO0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0028.degrees latitude (g = 980.6199 gals.).
 AO0028
 AO0028.The modeled gravity was interpolated from observed gravity values.
 AO0028
 AO0028;                    North         East    Units  Estimated Accuracy
 AO0028;SPC TXSC     - 4,082,310.      677,970.      MT  (+/- 180 meters Scaled)
 AO0028
 AO0028                          SUPERSEDED SURVEY CONTROL
 AO0028
 AO0028  NGVD 29 (??/??/92)   53.610  (m)          175.89   (f) ADJ UNCH    2 0
 AO0028
 AO0028.Superseded values are not recommended for survey control.
 AO0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0028.See file dsdata.txt to determine how the superseded data were derived.
 AO0028
 AO0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS779610(NAD 83)
 AO0028_MARKER: DB = BENCH MARK DISK
 AO0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0028_SP_SET: CULVERT
 AO0028_STAMPING: A 343 1935
 AO0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0028
 AO0028  HISTORY     - Date     Condition        Report By
 AO0028  HISTORY     - 1935     MONUMENTED       CGS
 AO0028  HISTORY     - 1952     GOOD             USGS
 AO0028
 AO0028                          STATION DESCRIPTION
 AO0028
 AO0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0028'8.0 MI N FROM THREE RIVERS.
 AO0028'8.0 MILES N OF AND ALONG THE M P R R 230 YARDS SE OF MILEPOST 69-10. 4
 AO0028'YARDS SW OF CENTER OF TRACK.  DISK SET HORIZONTALLY IN S CORNER OF W
 AO0028'END OF A CULVERT.
 AO0028
 AO0028                          STATION RECOVERY (1952)
 AO0028
 AO0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AO0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0268 ***********************************************************************
 AJ0268  DESIGNATION -  A 344
 AJ0268  PID         -  AJ0268
 AJ0268  STATE/COUNTY-  TX/BROOKS
 AJ0268  USGS QUAD   -  CAGE RANCH (1963)
 AJ0268
 AJ0268                         *CURRENT SURVEY CONTROL
 AJ0268  ___________________________________________________________________
 AJ0268* NAD 83(1986)-  27 05 12.     (N)    098 08 42.     (W)     SCALED    
 AJ0268* NAVD 88     -        38.584  (meters)     126.59   (feet)  ADJUSTED  
 AJ0268  ___________________________________________________________________
 AJ0268  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AJ0268  DYNAMIC HT  -          38.523 (meters)     126.39  (feet)  COMP
 AJ0268  MODELED GRAV-     979,059.4   (mgal)                       NAVD 88
 AJ0268
 AJ0268  VERT ORDER  -  SECOND    CLASS 0
 AJ0268
 AJ0268.The horizontal coordinates were scaled from a topographic map and have
 AJ0268.an estimated accuracy of +/- 6 seconds.
 AJ0268
 AJ0268.The orthometric height was determined by differential leveling
 AJ0268.and adjusted by the National Geodetic Survey in June 1991..
 AJ0268
 AJ0268.The geoid height was determined by GEOID03.
 AJ0268
 AJ0268.The dynamic height is computed by dividing the NAVD 88
 AJ0268.geopotential number by the normal gravity value computed on the
 AJ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0268.degrees latitude (g = 980.6199 gals.).
 AJ0268
 AJ0268.The modeled gravity was interpolated from observed gravity values.
 AJ0268
 AJ0268;                    North         East    Units  Estimated Accuracy
 AJ0268;SPC TX S     - 5,157,370.      335,210.      MT  (+/- 180 meters Scaled)
 AJ0268
 AJ0268                          SUPERSEDED SURVEY CONTROL
 AJ0268
 AJ0268  NGVD 29 (??/??/92)   38.689  (m)          126.93   (f) ADJ UNCH    2 0
 AJ0268
 AJ0268.Superseded values are not recommended for survey control.
 AJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0268.See file dsdata.txt to determine how the superseded data were derived.
 AJ0268
 AJ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ847963(NAD 83)
 AJ0268_MARKER: DB = BENCH MARK DISK
 AJ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0268_STAMPING: A-344 1935
 AJ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0268+STABILITY: SURFACE MOTION
 AJ0268
 AJ0268  HISTORY     - Date     Condition        Report By
 AJ0268  HISTORY     - 1935     MONUMENTED       CGS
 AJ0268  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0268
 AJ0268                          STATION DESCRIPTION
 AJ0268
 AJ0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0268'9.7 MI S FROM FALFURRIAS.
 AJ0268'9.7 MILES SOUTH OF AND ALONG S. P. R. R. 12 YDS. WEST OF CENTERLINE OF
 AJ0268'TRACK.  4 YDS. EAST OF RIGHT OF WAY FENCE.
 AJ0268
 AJ0268                          STATION RECOVERY (1962)
 AJ0268
 AJ0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0909 ***********************************************************************
 AY0909  DESIGNATION -  A 345
 AY0909  PID         -  AY0909
 AY0909  STATE/COUNTY-  TX/ATASCOSA
 AY0909  USGS QUAD   -  THELMA (1973)
 AY0909
 AY0909                         *CURRENT SURVEY CONTROL
 AY0909  ___________________________________________________________________
 AY0909* NAD 83(1986)-  29 11 42.     (N)    098 36 52.     (W)     SCALED    
 AY0909* NAVD 88     -       199.084  (meters)     653.16   (feet)  ADJUSTED  
 AY0909  ___________________________________________________________________
 AY0909  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AY0909  DYNAMIC HT  -         198.796 (meters)     652.22  (feet)  COMP
 AY0909  MODELED GRAV-     979,190.7   (mgal)                       NAVD 88
 AY0909
 AY0909  VERT ORDER  -  SECOND    CLASS 0
 AY0909
 AY0909.The horizontal coordinates were scaled from a topographic map and have
 AY0909.an estimated accuracy of +/- 6 seconds.
 AY0909
 AY0909.The orthometric height was determined by differential leveling
 AY0909.and adjusted by the National Geodetic Survey in June 1991..
 AY0909
 AY0909.The geoid height was determined by GEOID03.
 AY0909
 AY0909.The dynamic height is computed by dividing the NAVD 88
 AY0909.geopotential number by the normal gravity value computed on the
 AY0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0909.degrees latitude (g = 980.6199 gals.).
 AY0909
 AY0909.The modeled gravity was interpolated from observed gravity values.
 AY0909
 AY0909;                    North         East    Units  Estimated Accuracy
 AY0909;SPC TXSC     - 4,150,970.      637,490.      MT  (+/- 180 meters Scaled)
 AY0909
 AY0909                          SUPERSEDED SURVEY CONTROL
 AY0909
 AY0909  NGVD 29 (??/??/92)  198.994  (m)          652.87   (f) ADJ UNCH    2 0
 AY0909
 AY0909.Superseded values are not recommended for survey control.
 AY0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0909.See file dsdata.txt to determine how the superseded data were derived.
 AY0909
 AY0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT374296(NAD 83)
 AY0909_MARKER: DB = BENCH MARK DISK
 AY0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0909_STAMPING: A 345 1935
 AY0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0909+STABILITY: SURFACE MOTION
 AY0909
 AY0909  HISTORY     - Date     Condition        Report By
 AY0909  HISTORY     - 1935     MONUMENTED       CGS
 AY0909  HISTORY     - 1953     GOOD             NGS
 AY0909
 AY0909                          STATION DESCRIPTION
 AY0909
 AY0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0909'3.6 MI SE FROM SOMERSET.
 AY0909'3.6 MILES SOUTHEAST ALONG THE SAN ANTONIO SOUTHERN RAILROAD FROM THE
 AY0909'STATION AT SOMERSET, 0.1 MILE NORTHWEST OF MILEPOST 8, 0.2 MILE
 AY0909'SOUTHEAST OF A GRAVELED ROAD CROSSING, 33.4 FEET SOUTHWEST OF THE
 AY0909'SOUTHWEST RAIL, 150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 AY0909'ABANDONED HOUSE, 13 FEET NORTHEAST OF A FENCE, 7.3 FEET SOUTHEAST OF A
 AY0909'TELEPHONE POLE, 2.8 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 AY0909'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0061 ***********************************************************************
 FM0061  DESIGNATION -  A 347
 FM0061  PID         -  FM0061
 FM0061  STATE/COUNTY-  TX/MOORE
 FM0061  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0061
 FM0061                         *CURRENT SURVEY CONTROL
 FM0061  ___________________________________________________________________
 FM0061* NAD 83(1986)-  35 55 28.     (N)    102 06 21.     (W)     SCALED    
 FM0061* NAVD 88     -      1141.552  (meters)    3745.24   (feet)  ADJUSTED  
 FM0061  ___________________________________________________________________
 FM0061  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 FM0061  DYNAMIC HT  -        1140.227 (meters)    3740.89  (feet)  COMP
 FM0061  MODELED GRAV-     979,433.3   (mgal)                       NAVD 88
 FM0061
 FM0061  VERT ORDER  -  SECOND    CLASS 0
 FM0061
 FM0061.The horizontal coordinates were scaled from a topographic map and have
 FM0061.an estimated accuracy of +/- 6 seconds.
 FM0061
 FM0061.The orthometric height was determined by differential leveling
 FM0061.and adjusted by the National Geodetic Survey in June 1991..
 FM0061
 FM0061.The geoid height was determined by GEOID03.
 FM0061
 FM0061.The dynamic height is computed by dividing the NAVD 88
 FM0061.geopotential number by the normal gravity value computed on the
 FM0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0061.degrees latitude (g = 980.6199 gals.).
 FM0061
 FM0061.The modeled gravity was interpolated from observed gravity values.
 FM0061
 FM0061;                    North         East    Units  Estimated Accuracy
 FM0061;SPC TX N     - 1,213,660.      145,330.      MT  (+/- 180 meters Scaled)
 FM0061
 FM0061                          SUPERSEDED SURVEY CONTROL
 FM0061
 FM0061  NGVD 29 (??/??/92) 1140.989  (m)         3743.39   (f) ADJ UNCH    2 0
 FM0061
 FM0061.Superseded values are not recommended for survey control.
 FM0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0061.See file dsdata.txt to determine how the superseded data were derived.
 FM0061
 FM0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV611794(NAD 83)
 FM0061_MARKER: DB = BENCH MARK DISK
 FM0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0061_STAMPING: A 347 1952
 FM0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0061+STABILITY: SURFACE MOTION
 FM0061
 FM0061  HISTORY     - Date     Condition        Report By
 FM0061  HISTORY     - 1952     MONUMENTED       CGS
 FM0061
 FM0061                          STATION DESCRIPTION
 FM0061
 FM0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0061'12.0 MI NW FROM DUMAS.
 FM0061'0.5 MILE NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE COURTHOUSE AT
 FM0061'DUMAS.  THENCE 7.5 MILES WEST ALONG U.S. HIGHWAY 87.  THENCE 4.0 MILES
 FM0061'NORTH ALONG A GRADED DIRT ROAD, 120 FEET NORTH OF THE EXTENDED CENTER
 FM0061'LINE OF A TRACK ROAD LEADING EAST, 41 FEET WEST OF THE CENTER LINE OF
 FM0061'A NORTH AND SOUTH ROAD, 125 FEET NORTH OF A FENCE LEADING WEST, 9.5
 FM0061'FEET WEST OF A NORTH AND SOUTH FENCE, 10.2 FEET WEST OF A WITNESS
 FM0061'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 FM0061'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0039 ***********************************************************************
 FM0039  DESIGNATION -  A 348
 FM0039  PID         -  FM0039
 FM0039  STATE/COUNTY-  TX/HARTLEY
 FM0039  USGS QUAD   -  MORAN RANCH (1963)
 FM0039
 FM0039                         *CURRENT SURVEY CONTROL
 FM0039  ___________________________________________________________________
 FM0039* NAD 83(1986)-  35 54 59.     (N)    102 13 07.     (W)     SCALED    
 FM0039* NAVD 88     -      1171.410  (meters)    3843.20   (feet)  ADJUSTED  
 FM0039  ___________________________________________________________________
 FM0039  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 FM0039  DYNAMIC HT  -        1170.043 (meters)    3838.72  (feet)  COMP
 FM0039  MODELED GRAV-     979,425.6   (mgal)                       NAVD 88
 FM0039
 FM0039  VERT ORDER  -  SECOND    CLASS 0
 FM0039
 FM0039.The horizontal coordinates were scaled from a topographic map and have
 FM0039.an estimated accuracy of +/- 6 seconds.
 FM0039
 FM0039.The orthometric height was determined by differential leveling
 FM0039.and adjusted by the National Geodetic Survey in June 1991..
 FM0039
 FM0039.The geoid height was determined by GEOID03.
 FM0039
 FM0039.The dynamic height is computed by dividing the NAVD 88
 FM0039.geopotential number by the normal gravity value computed on the
 FM0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0039.degrees latitude (g = 980.6199 gals.).
 FM0039
 FM0039.The modeled gravity was interpolated from observed gravity values.
 FM0039
 FM0039;                    North         East    Units  Estimated Accuracy
 FM0039;SPC TX N     - 1,212,840.      135,140.      MT  (+/- 180 meters Scaled)
 FM0039
 FM0039                          SUPERSEDED SURVEY CONTROL
 FM0039
 FM0039  NGVD 29 (??/??/92) 1170.854  (m)         3841.38   (f) ADJ UNCH    2 0
 FM0039
 FM0039.Superseded values are not recommended for survey control.
 FM0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0039.See file dsdata.txt to determine how the superseded data were derived.
 FM0039
 FM0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV509782(NAD 83)
 FM0039_MARKER: DB = BENCH MARK DISK
 FM0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0039_STAMPING: A-348 1952
 FM0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0039+STABILITY: SURFACE MOTION
 FM0039
 FM0039  HISTORY     - Date     Condition        Report By
 FM0039  HISTORY     - 1952     MONUMENTED       CGS
 FM0039  HISTORY     - 1963     GOOD             USGS
 FM0039
 FM0039                          STATION DESCRIPTION
 FM0039
 FM0039'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FM0039'15.1 MI NE FROM HARTLEY.
 FM0039'10.5 MILES EAST ALONG U S HIGHWAY 87 FROM THE POST OFFICE AT HARTLEY,
 FM0039'HARTLEY CO., THENCE 3.3 MILES NORTH ALONG A GRADED ROAD TO THE ROAD TO
 FM0039'THE MORAN RANCH.  THENCE 0.4 MILES WEST ALONG THE PRIVATE ROAD.  9
 FM0039'FEET NORTH OF AN AIRPLANE HANGAR AND 1.4 FEET WEST OF THE WEST EDGE OF
 FM0039'THE CONCRETE FOOTING OF A DOOR TRACK.  A STANDARD DISK, STAMPED A-348
 FM0039'1952 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0132 ***********************************************************************
 FM0132  DESIGNATION -  A 349
 FM0132  PID         -  FM0132
 FM0132  STATE/COUNTY-  TX/HARTLEY
 FM0132  USGS QUAD   -  HARTLEY SE (1963)
 FM0132
 FM0132                         *CURRENT SURVEY CONTROL
 FM0132  ___________________________________________________________________
 FM0132* NAD 83(1986)-  35 52 00.     (N)    102 16 41.     (W)     SCALED    
 FM0132* NAVD 88     -      1181.388  (meters)    3875.94   (feet)  ADJUSTED  
 FM0132  ___________________________________________________________________
 FM0132  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 FM0132  DYNAMIC HT  -        1179.999 (meters)    3871.38  (feet)  COMP
 FM0132  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 FM0132
 FM0132  VERT ORDER  -  SECOND    CLASS 0
 FM0132
 FM0132.The horizontal coordinates were scaled from a topographic map and have
 FM0132.an estimated accuracy of +/- 6 seconds.
 FM0132
 FM0132.The orthometric height was determined by differential leveling
 FM0132.and adjusted by the National Geodetic Survey in June 1991..
 FM0132
 FM0132.The geoid height was determined by GEOID03.
 FM0132
 FM0132.The dynamic height is computed by dividing the NAVD 88
 FM0132.geopotential number by the normal gravity value computed on the
 FM0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0132.degrees latitude (g = 980.6199 gals.).
 FM0132
 FM0132.The modeled gravity was interpolated from observed gravity values.
 FM0132
 FM0132;                    North         East    Units  Estimated Accuracy
 FM0132;SPC TX N     - 1,207,360.      129,740.      MT  (+/- 180 meters Scaled)
 FM0132
 FM0132                          SUPERSEDED SURVEY CONTROL
 FM0132
 FM0132  NGVD 29 (??/??/92) 1180.822  (m)         3874.08   (f) ADJ UNCH    2 0
 FM0132
 FM0132.Superseded values are not recommended for survey control.
 FM0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0132.See file dsdata.txt to determine how the superseded data were derived.
 FM0132
 FM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV457725(NAD 83)
 FM0132_MARKER: DB = BENCH MARK DISK
 FM0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0132_STAMPING: A 349 1952
 FM0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0132+STABILITY: SURFACE MOTION
 FM0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0132+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0132
 FM0132  HISTORY     - Date     Condition        Report By
 FM0132  HISTORY     - 1952     MONUMENTED       CGS
 FM0132  HISTORY     - 1953     GOOD             NGS
 FM0132  HISTORY     - 20040805 GOOD             USPSQD
 FM0132
 FM0132                          STATION DESCRIPTION
 FM0132
 FM0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0132'7.3 MI E FROM HARTLEY.
 FM0132'7.3 MILES EAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT HARTLEY,
 FM0132'0.1 MILE WEST OF A WINDMILL, 72 FEET SOUTH OF THE CENTER LINE OF THE
 FM0132'HIGHWAY, 17 FEET SOUTH OF A ROW OF SMALL LOCUST TREES.  1.4 FEET NORTH
 FM0132'OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 FM0132'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FM0132
 FM0132                          STATION RECOVERY (1953)
 FM0132
 FM0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FM0132'RECOVERED IN GOOD CONDITION.
 FM0132
 FM0132                          STATION RECOVERY (2004)
 FM0132
 FM0132'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1255 ***********************************************************************
 AY1255  DESIGNATION -  A 35 USGS
 AY1255  PID         -  AY1255
 AY1255  STATE/COUNTY-  TX/MEDINA
 AY1255  USGS QUAD   -  HONDO (1982)
 AY1255
 AY1255                         *CURRENT SURVEY CONTROL
 AY1255  ___________________________________________________________________
 AY1255* NAD 83(1986)-  29 21 02.     (N)    099 08 30.     (W)     SCALED    
 AY1255* NAVD 88     -       272.869  (meters)     895.24   (feet)  ADJUSTED  
 AY1255  ___________________________________________________________________
 AY1255  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AY1255  DYNAMIC HT  -         272.472 (meters)     893.94  (feet)  COMP
 AY1255  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AY1255
 AY1255  VERT ORDER  -  FIRST     CLASS II
 AY1255
 AY1255.The horizontal coordinates were scaled from a topographic map and have
 AY1255.an estimated accuracy of +/- 6 seconds.
 AY1255
 AY1255.The orthometric height was determined by differential leveling
 AY1255.and adjusted by the National Geodetic Survey in June 1991..
 AY1255
 AY1255.The geoid height was determined by GEOID03.
 AY1255
 AY1255.The dynamic height is computed by dividing the NAVD 88
 AY1255.geopotential number by the normal gravity value computed on the
 AY1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1255.degrees latitude (g = 980.6199 gals.).
 AY1255
 AY1255.The modeled gravity was interpolated from observed gravity values.
 AY1255
 AY1255;                    North         East    Units  Estimated Accuracy
 AY1255;SPC TXSC     - 4,168,160.      586,250.      MT  (+/- 180 meters Scaled)
 AY1255
 AY1255                          SUPERSEDED SURVEY CONTROL
 AY1255
 AY1255  NGVD 29 (??/??/92)  272.734  (m)          894.79   (f) ADJ UNCH    1 2
 AY1255
 AY1255.Superseded values are not recommended for survey control.
 AY1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1255.See file dsdata.txt to determine how the superseded data were derived.
 AY1255
 AY1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT862468(NAD 83)
 AY1255_MARKER: DD = SURVEY DISK
 AY1255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1255_SP_SET: BANNISTER
 AY1255_STAMPING: A 35 894.795
 AY1255_MARK LOGO: USGS  
 AY1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1255+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1255
 AY1255  HISTORY     - Date     Condition        Report By
 AY1255  HISTORY     - UNK      MONUMENTED       USGS
 AY1255  HISTORY     - 1957     GOOD             NGS
 AY1255  HISTORY     - 1982     GOOD             NGS
 AY1255  HISTORY     - 1988     GOOD             USPSQD
 AY1255  HISTORY     - 1990     GOOD             USPSQD
 AY1255  HISTORY     - 19950502 GOOD             USPSQD
 AY1255  HISTORY     - 19950518 GOOD             USPSQD
 AY1255  HISTORY     - 20011227 GOOD             USPSQD
 AY1255  HISTORY     - 20050521 GOOD             USPSQD
 AY1255
 AY1255                          STATION DESCRIPTION
 AY1255
 AY1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1255'IN HONDO.
 AY1255'AT HONDO, 2 BLOCKS NORTH OF THE TEXAS AND NEW ORLEANS RAILROAD
 AY1255'STATION, 6 FEET WEST OF THE CENTER OF THE SOUTH ENTRANCE TO THE
 AY1255'COURTHOUSE, 2.7 FEET SOUTH OF THE WEST STONE COLUMN OF THE PORCH, 2
 AY1255'FEET ABOVE THE GROUND, SET IN THE TOP OF THE WEST STONE BANNISTER OF
 AY1255'THE PORCH.
 AY1255
 AY1255                          STATION RECOVERY (1982)
 AY1255
 AY1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1255'RECOVERED THIS DATE, NOTE, INSIDE BUILDING WALL AND CEILINGS APPEAR
 AY1255'CRACKED DUE TO SETTLEMENT OF BUILDING.
 AY1255
 AY1255                          STATION RECOVERY (1988)
 AY1255
 AY1255'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1255'RECOVERED IN GOOD CONDITION.
 AY1255
 AY1255                          STATION RECOVERY (1990)
 AY1255
 AY1255'RECOVERY NOTE BY US POWER SQUADRON 1990 (HLJ)
 AY1255'RECOVERED IN GOOD CONDITION.
 AY1255
 AY1255                          STATION RECOVERY (1995)
 AY1255
 AY1255'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1255'RECOVERED IN GOOD CONDITION.
 AY1255
 AY1255                          STATION RECOVERY (1995)
 AY1255
 AY1255'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1255'RECOVERED IN GOOD CONDITION.
 AY1255
 AY1255                          STATION RECOVERY (2001)
 AY1255
 AY1255'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1255'RECOVERED IN GOOD CONDITION.
 AY1255
 AY1255                          STATION RECOVERY (2005)
 AY1255
 AY1255'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2334 ***********************************************************************
 AX2334  DESIGNATION -  A 350
 AX2334  PID         -  AX2334
 AX2334  STATE/COUNTY-  TX/CALDWELL
 AX2334  USGS QUAD   -  LULING (1994)
 AX2334
 AX2334                         *CURRENT SURVEY CONTROL
 AX2334  ___________________________________________________________________
 AX2334* NAD 83(1986)-  29 40 09.     (N)    097 42 01.     (W)     SCALED    
 AX2334* NAVD 88     -       115.38   (+/-2cm)     378.5    (feet)  VERTCON   
 AX2334  ___________________________________________________________________
 AX2334  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2334
 AX2334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2334
 AX2334.The horizontal coordinates were scaled from a topographic map and have
 AX2334.an estimated accuracy of +/- 6 seconds.
 AX2334
 AX2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2334.The vertical order pertains to the NGVD 29 superseded value.
 AX2334
 AX2334.The geoid height was determined by GEOID03.
 AX2334
 AX2334;                    North         East    Units  Estimated Accuracy
 AX2334;SPC TXSC     - 4,204,160.      725,800.      MT  (+/- 180 meters Scaled)
 AX2334
 AX2334                          SUPERSEDED SURVEY CONTROL
 AX2334
 AX2334  NGVD 29 (??/??/92)  115.323  (m)          378.36   (f) ADJ UNCH    2 0
 AX2334
 AX2334.Superseded values are not recommended for survey control.
 AX2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2334.See file dsdata.txt to determine how the superseded data were derived.
 AX2334
 AX2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT257828(NAD 83)
 AX2334_MARKER: DB = BENCH MARK DISK
 AX2334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2334_SP_SET: ABUTMENT
 AX2334_STAMPING: A 350 1935
 AX2334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2334
 AX2334  HISTORY     - Date     Condition        Report By
 AX2334  HISTORY     - 1935     MONUMENTED       CGS
 AX2334  HISTORY     - 1959     GOOD             DOD
 AX2334  HISTORY     - 1964     GOOD             SUNOCO
 AX2334  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2334  HISTORY     - 19930807 GOOD             USPSQD
 AX2334  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2334  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2334
 AX2334                          STATION DESCRIPTION
 AX2334
 AX2334'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2334'3.3 MI W FROM LULING.
 AX2334'90 FEET NORTHEAST OF THE CENTERLINE OF THE RAILROAD BRIDGE OVER SAN
 AX2334'MARCOS RIVER AND 6.1 FEET LOWER, AND 120 FEET SOUTH-SOUTHEAST OF THE
 AX2334'SOUTH EDGE OF A GROUP OF TREES.  THE SURFACE OF THE BRIDGE IS 34 FEET
 AX2334'ABOVE THE WATER SURFACE.  NOTE-- 1935 DESCRIPTION-- 3.3 MILES WEST
 AX2334'ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE PUBLIC SCHOOL AT
 AX2334'LULING, CALDWELL COUNTY, AT BRIDGE 156 B OVER SAN MARCOS RIVER, AND IN
 AX2334'THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT.
 AX2334
 AX2334                          STATION RECOVERY (1964)
 AX2334
 AX2334'RECOVERY NOTE BY SUN OIL COMPANY 1964
 AX2334'RECOVERED IN GOOD CONDITION.
 AX2334
 AX2334                          STATION RECOVERY (1987)
 AX2334
 AX2334'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2334'MARK NOT FOUND.
 AX2334
 AX2334                          STATION RECOVERY (1993)
 AX2334
 AX2334'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2334'RECOVERED IN GOOD CONDITION.
 AX2334
 AX2334                          STATION RECOVERY (1999)
 AX2334
 AX2334'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2334'MARK NOT FOUND.
 AX2334
 AX2334                          STATION RECOVERY (2005)
 AX2334
 AX2334'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1811 ***********************************************************************
 AX1811  DESIGNATION -  A 351
 AX1811  PID         -  AX1811
 AX1811  STATE/COUNTY-  TX/DE WITT
 AX1811  USGS QUAD   -  YOAKUM (1987)
 AX1811
 AX1811                         *CURRENT SURVEY CONTROL
 AX1811  ___________________________________________________________________
 AX1811* NAD 83(1986)-  29 17 54.     (N)    097 09 55.     (W)     SCALED    
 AX1811* NAVD 88     -        85.75   (+/-2cm)     281.3    (feet)  VERTCON   
 AX1811  ___________________________________________________________________
 AX1811  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1811
 AX1811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1811
 AX1811.The horizontal coordinates were scaled from a topographic map and have
 AX1811.an estimated accuracy of +/- 6 seconds.
 AX1811
 AX1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1811.The vertical order pertains to the NGVD 29 superseded value.
 AX1811
 AX1811.The geoid height was determined by GEOID03.
 AX1811
 AX1811;                    North         East    Units  Estimated Accuracy
 AX1811;SPC TXSC     - 4,163,760.      778,230.      MT  (+/- 180 meters Scaled)
 AX1811
 AX1811                          SUPERSEDED SURVEY CONTROL
 AX1811
 AX1811  NGVD 29 (??/??/92)   85.741  (m)          281.30   (f) ADJ UNCH    2 0
 AX1811
 AX1811.Superseded values are not recommended for survey control.
 AX1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1811.See file dsdata.txt to determine how the superseded data were derived.
 AX1811
 AX1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT782424(NAD 83)
 AX1811_MARKER: DB = BENCH MARK DISK
 AX1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1811+STABILITY: SURFACE MOTION
 AX1811
 AX1811  HISTORY     - Date     Condition        Report By
 AX1811  HISTORY     - 1935     MONUMENTED       CGS
 AX1811
 AX1811                          STATION DESCRIPTION
 AX1811
 AX1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1811'1.2 MI W FROM YOAKUM.
 AX1811'IN DE WITT COUNTY, 1.2 MILES WEST ALONG STATE HIGHWAY 111 FROM THE
 AX1811'TEXAS AND NEW ORLEANS RAILROAD STATION AT YOAKUM, DE WITT AND LAVACA
 AX1811'COUNTIES, ABOUT 120 YARDS WEST OF A CULVERT, 30 YARDS SOUTHWEST OF A
 AX1811'FARMHOUSE, 70 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND AT A
 AX1811'FENCE CORNER.  A STANDARD DISK, STAMPED A 351 1935 AND SET IN THE TOP
 AX1811'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0462 ***********************************************************************
 AE0462  DESIGNATION -  A 352
 AE0462  PID         -  AE0462
 AE0462  STATE/COUNTY-  TX/HIDALGO
 AE0462  USGS QUAD   -  FAYSVILLE (1963)
 AE0462
 AE0462                         *CURRENT SURVEY CONTROL
 AE0462  ___________________________________________________________________
 AE0462* NAD 83(1986)-  26 28 45.     (N)    098 08 02.     (W)     SCALED    
 AE0462* NAVD 88     -        25.857  (meters)      84.83   (feet)  ADJUSTED  
 AE0462  ___________________________________________________________________
 AE0462  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AE0462  DYNAMIC HT  -          25.815 (meters)      84.69  (feet)  COMP
 AE0462  MODELED GRAV-     979,026.4   (mgal)                       NAVD 88
 AE0462
 AE0462  VERT ORDER  -  SECOND    CLASS 0
 AE0462
 AE0462.The horizontal coordinates were scaled from a topographic map and have
 AE0462.an estimated accuracy of +/- 6 seconds.
 AE0462
 AE0462.The orthometric height was determined by differential leveling
 AE0462.and adjusted by the National Geodetic Survey in June 1991..
 AE0462
 AE0462.The geoid height was determined by GEOID03.
 AE0462
 AE0462.The dynamic height is computed by dividing the NAVD 88
 AE0462.geopotential number by the normal gravity value computed on the
 AE0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0462.degrees latitude (g = 980.6199 gals.).
 AE0462
 AE0462.The modeled gravity was interpolated from observed gravity values.
 AE0462
 AE0462;                    North         East    Units  Estimated Accuracy
 AE0462;SPC TX S     - 5,090,070.      336,500.      MT  (+/- 180 meters Scaled)
 AE0462
 AE0462                          SUPERSEDED SURVEY CONTROL
 AE0462
 AE0462  NGVD 29 (??/??/92)   25.89   (m)           84.9    (f) COMPUTED    2 0
 AE0462
 AE0462.Superseded values are not recommended for survey control.
 AE0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0462.See file dsdata.txt to determine how the superseded data were derived.
 AE0462
 AE0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ863290(NAD 83)
 AE0462_MARKER: DB = BENCH MARK DISK
 AE0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0462_STAMPING: A-352
 AE0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0462+STABILITY: SURFACE MOTION
 AE0462
 AE0462  HISTORY     - Date     Condition        Report By
 AE0462  HISTORY     - UNK      MONUMENTED       CGS
 AE0462  HISTORY     - 1935     GOOD             NGS
 AE0462
 AE0462                          STATION DESCRIPTION
 AE0462
 AE0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0462'12.6 MI N FROM EDINBURG.
 AE0462'12.6 MILES NORTH OF AND ALONG U. S. HIGHWAY 281.  38 FEET EAST OF
 AE0462'CENTER LINE OF ROAD.  12 FEET WEST OF FENCE LINE.  114 FEET NORTHEAST
 AE0462'OF AN OLD COUNTRY STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0463 ***********************************************************************
 AE0463  DESIGNATION -  A 352 RESET
 AE0463  PID         -  AE0463
 AE0463  STATE/COUNTY-  TX/HIDALGO
 AE0463  USGS QUAD   -  FAYSVILLE (1963)
 AE0463
 AE0463                         *CURRENT SURVEY CONTROL
 AE0463  ___________________________________________________________________
 AE0463* NAD 83(1986)-  26 28 45.     (N)    098 08 02.     (W)     SCALED    
 AE0463* NAVD 88     -        26.153  (meters)      85.80   (feet)  ADJUSTED  
 AE0463  ___________________________________________________________________
 AE0463  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AE0463  DYNAMIC HT  -          26.111 (meters)      85.67  (feet)  COMP
 AE0463  MODELED GRAV-     979,026.4   (mgal)                       NAVD 88
 AE0463
 AE0463  VERT ORDER  -  SECOND    CLASS 0
 AE0463
 AE0463.The horizontal coordinates were scaled from a topographic map and have
 AE0463.an estimated accuracy of +/- 6 seconds.
 AE0463
 AE0463.The orthometric height was determined by differential leveling
 AE0463.and adjusted by the National Geodetic Survey in June 1991..
 AE0463
 AE0463.The geoid height was determined by GEOID03.
 AE0463
 AE0463.The dynamic height is computed by dividing the NAVD 88
 AE0463.geopotential number by the normal gravity value computed on the
 AE0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0463.degrees latitude (g = 980.6199 gals.).
 AE0463
 AE0463.The modeled gravity was interpolated from observed gravity values.
 AE0463
 AE0463;                    North         East    Units  Estimated Accuracy
 AE0463;SPC TX S     - 5,090,070.      336,500.      MT  (+/- 180 meters Scaled)
 AE0463
 AE0463                          SUPERSEDED SURVEY CONTROL
 AE0463
 AE0463  NGVD 29 (??/??/92)   26.259  (m)           86.15   (f) ADJ UNCH    2 0
 AE0463
 AE0463.Superseded values are not recommended for survey control.
 AE0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0463.See file dsdata.txt to determine how the superseded data were derived.
 AE0463
 AE0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ863290(NAD 83)
 AE0463_MARKER: DB = BENCH MARK DISK
 AE0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0463_STAMPING: A 352 RESET 1938
 AE0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0463+STABILITY: SURFACE MOTION
 AE0463
 AE0463  HISTORY     - Date     Condition        Report By
 AE0463  HISTORY     - 1938     MONUMENTED       CGS
 AE0463  HISTORY     - 1942     GOOD             NGS
 AE0463  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0463  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0463
 AE0463                          STATION DESCRIPTION
 AE0463
 AE0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0463'5.5 MI S FROM SAN MANUEL.
 AE0463'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL, PROCEED SOUTHERLY
 AE0463'ON U. S. HIGHWAY NUMBER 281 AND GO 5.5 MILES TO SITE OF BENCH MARK.
 AE0463'BENCH MARK IS ABOUT 0.15 MILE NORTH OF A CURVE.  50 FEET EAST OF AND
 AE0463'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF STATE HIGHWAY NUMBER
 AE0463'281.  3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST, AND DIRECTLY
 AE0463'ACROSS THE HIGHWAY FROM A SMALL HOUSE.  MONUMENT  PROJECTS 1.0 FOOT.
 AE0463
 AE0463                          STATION RECOVERY (1962)
 AE0463
 AE0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0463'MARK NOT FOUND.
 AE0463
 AE0463                          STATION RECOVERY (1992)
 AE0463
 AE0463'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0117 ***********************************************************************
 FL0117  DESIGNATION -  A 353
 FL0117  PID         -  FL0117
 FL0117  STATE/COUNTY-  TX/WHEELER
 FL0117  USGS QUAD   -  FULLER (1963)
 FL0117
 FL0117                         *CURRENT SURVEY CONTROL
 FL0117  ___________________________________________________________________
 FL0117* NAD 83(1986)-  35 14 10.     (N)    100 02 50.     (W)     SCALED    
 FL0117* NAVD 88     -       656.826  (meters)    2154.94   (feet)  ADJUSTED  
 FL0117  ___________________________________________________________________
 FL0117  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL0117  DYNAMIC HT  -         656.151 (meters)    2152.72  (feet)  COMP
 FL0117  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 FL0117
 FL0117  VERT ORDER  -  FIRST     CLASS II
 FL0117
 FL0117.The horizontal coordinates were scaled from a topographic map and have
 FL0117.an estimated accuracy of +/- 6 seconds.
 FL0117
 FL0117.The orthometric height was determined by differential leveling
 FL0117.and adjusted by the National Geodetic Survey in June 1991..
 FL0117
 FL0117.The geoid height was determined by GEOID03.
 FL0117
 FL0117.The dynamic height is computed by dividing the NAVD 88
 FL0117.geopotential number by the normal gravity value computed on the
 FL0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0117.degrees latitude (g = 980.6199 gals.).
 FL0117
 FL0117.The modeled gravity was interpolated from observed gravity values.
 FL0117
 FL0117;                    North         East    Units  Estimated Accuracy
 FL0117;SPC TX N     - 1,138,100.      332,220.      MT  (+/- 180 meters Scaled)
 FL0117
 FL0117                          SUPERSEDED SURVEY CONTROL
 FL0117
 FL0117  NGVD 29 (??/??/92)  656.57   (m)         2154.1    (f) COMPUTED    1 2
 FL0117
 FL0117.Superseded values are not recommended for survey control.
 FL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0117.See file dsdata.txt to determine how the superseded data were derived.
 FL0117
 FL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD047997(NAD 83)
 FL0117_MARKER: DB = BENCH MARK DISK
 FL0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0117_STAMPING: A 353 1953
 FL0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0117+STABILITY: SURFACE MOTION
 FL0117
 FL0117  HISTORY     - Date     Condition        Report By
 FL0117  HISTORY     - 1953     MONUMENTED       CGS
 FL0117
 FL0117                          STATION DESCRIPTION
 FL0117
 FL0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0117'1.75 MI W FROM BENONINE.
 FL0117'1.75 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0117'FROM THE STATION SIGN AT BENONINE, 4 1/2 POLES EAST OF MILEPOST 652, 7
 FL0117'RAILS WEST OF A PRIVATE ROAD CROSSING, 46 FEET SOUTH OF THE SOUTH
 FL0117'RAIL, 2.4 FEET NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN
 FL0117'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 FL0117'1.0 MILE EAST OF BENCH MARK U 352.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0299 ***********************************************************************
 FL0299  DESIGNATION -  A 354
 FL0299  PID         -  FL0299
 FL0299  STATE/COUNTY-  TX/GRAY
 FL0299  USGS QUAD   -  MC LEAN (1978)
 FL0299
 FL0299                         *CURRENT SURVEY CONTROL
 FL0299  ___________________________________________________________________
 FL0299* NAD 83(1986)-  35 13 02.     (N)    100 34 59.     (W)     SCALED    
 FL0299* NAVD 88     -       858.573  (meters)    2816.83   (feet)  ADJUSTED  
 FL0299  ___________________________________________________________________
 FL0299  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL0299  DYNAMIC HT  -         857.636 (meters)    2813.76  (feet)  COMP
 FL0299  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 FL0299
 FL0299  VERT ORDER  -  FIRST     CLASS II
 FL0299
 FL0299.The horizontal coordinates were scaled from a topographic map and have
 FL0299.an estimated accuracy of +/- 6 seconds.
 FL0299
 FL0299.The orthometric height was determined by differential leveling
 FL0299.and adjusted by the National Geodetic Survey in June 1991..
 FL0299
 FL0299.The geoid height was determined by GEOID03.
 FL0299
 FL0299.The dynamic height is computed by dividing the NAVD 88
 FL0299.geopotential number by the normal gravity value computed on the
 FL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0299.degrees latitude (g = 980.6199 gals.).
 FL0299
 FL0299.The modeled gravity was interpolated from observed gravity values.
 FL0299
 FL0299;                    North         East    Units  Estimated Accuracy
 FL0299;SPC TX N     - 1,135,420.      283,480.      MT  (+/- 180 meters Scaled)
 FL0299
 FL0299                          SUPERSEDED SURVEY CONTROL
 FL0299
 FL0299  NGVD 29 (??/??/92)  858.226  (m)         2815.70   (f) ADJ UNCH    1 2
 FL0299
 FL0299.Superseded values are not recommended for survey control.
 FL0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0299.See file dsdata.txt to determine how the superseded data were derived.
 FL0299
 FL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD559982(NAD 83)
 FL0299_MARKER: DB = BENCH MARK DISK
 FL0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0299_STAMPING: A 354 1953
 FL0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0299+STABILITY: SURFACE MOTION
 FL0299
 FL0299  HISTORY     - Date     Condition        Report By
 FL0299  HISTORY     - 1953     MONUMENTED       CGS
 FL0299
 FL0299                          STATION DESCRIPTION
 FL0299
 FL0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0299'1.55 MI SE FROM MCLEAN.
 FL0299'1.55 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0299'RAILROAD FROM THE STATION AT MCLEAN, 12 POLES SOUTHEAST OF MILEPOST
 FL0299'686, 47 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6.6 FEET EAST OF A FENCE
 FL0299'LEADING SOUTH, 2.5 FEET NORTHEAST OF A FENCE, 2.5 FEET SOUTHEAST OF A
 FL0299'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 FL0299'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0370 ***********************************************************************
 FL0370  DESIGNATION -  A 355
 FL0370  PID         -  FL0370
 FL0370  STATE/COUNTY-  TX/DONLEY
 FL0370  USGS QUAD   -  JERICHO (1964)
 FL0370
 FL0370                         *CURRENT SURVEY CONTROL
 FL0370  ___________________________________________________________________
 FL0370* NAD 83(1986)-  35 10 23.     (N)    100 54 34.     (W)     SCALED    
 FL0370* NAVD 88     -       976.442  (meters)    3203.54   (feet)  ADJUSTED  
 FL0370  ___________________________________________________________________
 FL0370  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0370  DYNAMIC HT  -         975.320 (meters)    3199.86  (feet)  COMP
 FL0370  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 FL0370
 FL0370  VERT ORDER  -  FIRST     CLASS II
 FL0370
 FL0370.The horizontal coordinates were scaled from a topographic map and have
 FL0370.an estimated accuracy of +/- 6 seconds.
 FL0370
 FL0370.The orthometric height was determined by differential leveling
 FL0370.and adjusted by the National Geodetic Survey in June 1991..
 FL0370
 FL0370.The geoid height was determined by GEOID03.
 FL0370
 FL0370.The dynamic height is computed by dividing the NAVD 88
 FL0370.geopotential number by the normal gravity value computed on the
 FL0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0370.degrees latitude (g = 980.6199 gals.).
 FL0370
 FL0370.The modeled gravity was interpolated from observed gravity values.
 FL0370
 FL0370;                    North         East    Units  Estimated Accuracy
 FL0370;SPC TX N     - 1,130,300.      253,790.      MT  (+/- 180 meters Scaled)
 FL0370
 FL0370                          SUPERSEDED SURVEY CONTROL
 FL0370
 FL0370  NGVD 29 (??/??/92)  976.01   (m)         3202.1    (f) COMPUTED    1 2
 FL0370
 FL0370.Superseded values are not recommended for survey control.
 FL0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0370.See file dsdata.txt to determine how the superseded data were derived.
 FL0370
 FL0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD261939(NAD 83)
 FL0370_MARKER: DB = BENCH MARK DISK
 FL0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0370_STAMPING: A 355 1953
 FL0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0370+STABILITY: SURFACE MOTION
 FL0370
 FL0370  HISTORY     - Date     Condition        Report By
 FL0370  HISTORY     - 1953     MONUMENTED       CGS
 FL0370  HISTORY     - 1955     GOOD             NGS
 FL0370  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0370
 FL0370                          STATION DESCRIPTION
 FL0370
 FL0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0370'IN JERICHO.
 FL0370'AT JERICHO, 104 FEET NORTHWEST OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0370'RAILROAD STATION SIGN, 5 1/2 RAILS WEST OF THE CENTER OF A ROAD
 FL0370'CROSING, 107 FEET EAST OF MILEPOST 708, 44 FEET NORTH OF THE NORTH
 FL0370'RAIL OF THE MAIN TRACK, 28 FEET NORTH OF THE NORTH RAIL OF A SIDE
 FL0370'TRACK, 2.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FL0370'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FL0370
 FL0370                          STATION RECOVERY (1984)
 FL0370
 FL0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0308 ***********************************************************************
 AO0308  DESIGNATION -  A 356
 AO0308  PID         -  AO0308
 AO0308  STATE/COUNTY-  TX/LA SALLE
 AO0308  USGS QUAD   -  COTULLA (1974)
 AO0308
 AO0308                         *CURRENT SURVEY CONTROL
 AO0308  ___________________________________________________________________
 AO0308* NAD 83(1986)-  28 24 54.     (N)    099 13 05.     (W)     SCALED    
 AO0308* NAVD 88     -       116.893  (meters)     383.51   (feet)  ADJUSTED  
 AO0308  ___________________________________________________________________
 AO0308  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AO0308  DYNAMIC HT  -         116.717 (meters)     382.93  (feet)  COMP
 AO0308  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 AO0308
 AO0308  VERT ORDER  -  FIRST     CLASS II
 AO0308
 AO0308.The horizontal coordinates were scaled from a topographic map and have
 AO0308.an estimated accuracy of +/- 6 seconds.
 AO0308
 AO0308.The orthometric height was determined by differential leveling
 AO0308.and adjusted by the National Geodetic Survey in June 1991..
 AO0308
 AO0308.The geoid height was determined by GEOID03.
 AO0308
 AO0308.The dynamic height is computed by dividing the NAVD 88
 AO0308.geopotential number by the normal gravity value computed on the
 AO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0308.degrees latitude (g = 980.6199 gals.).
 AO0308
 AO0308.The modeled gravity was interpolated from observed gravity values.
 AO0308
 AO0308;                    North         East    Units  Estimated Accuracy
 AO0308;SPC TXSC     - 4,064,490.      578,640.      MT  (+/- 180 meters Scaled)
 AO0308
 AO0308                          SUPERSEDED SURVEY CONTROL
 AO0308
 AO0308  NGVD 29 (??/??/92)  116.786  (m)          383.16   (f) ADJ UNCH    1 2
 AO0308
 AO0308.Superseded values are not recommended for survey control.
 AO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0308.See file dsdata.txt to determine how the superseded data were derived.
 AO0308
 AO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS786431(NAD 83)
 AO0308_MARKER: DB = BENCH MARK DISK
 AO0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0308_STAMPING: A 356 1935
 AO0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0308+STABILITY: SURFACE MOTION
 AO0308
 AO0308  HISTORY     - Date     Condition        Report By
 AO0308  HISTORY     - 1935     MONUMENTED       CGS
 AO0308  HISTORY     - 1956     GOOD             NGS
 AO0308  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0308
 AO0308                          STATION DESCRIPTION
 AO0308
 AO0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0308'2.1 MI SE FROM COTULLA.
 AO0308'0.4 MILE SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0308'FROM THE STATION AT COTULLA, THENCE 1.7 MILES SOUTHEAST ALONG FARM
 AO0308'ROAD 468, 206 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 33 FEET
 AO0308'WEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTH, 56 FEET WEST
 AO0308'OF A FENCE, 1 FOOT NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AO0308'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AO0308
 AO0308                          STATION RECOVERY (1997)
 AO0308
 AO0308'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0138 ***********************************************************************
 AO0138  DESIGNATION -  A 357
 AO0138  PID         -  AO0138
 AO0138  STATE/COUNTY-  TX/DUVAL
 AO0138  USGS QUAD   -  PIEDRA CREEK SE (1974)
 AO0138
 AO0138                         *CURRENT SURVEY CONTROL
 AO0138  ___________________________________________________________________
 AO0138* NAD 83(1986)-  28 01 42.     (N)    098 45 53.     (W)     SCALED    
 AO0138* NAVD 88     -       117.963  (meters)     387.02   (feet)  POSTED    
 AO0138  ___________________________________________________________________
 AO0138  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AO0138  DYNAMIC HT  -         117.780 (meters)     386.42  (feet)  COMP
 AO0138  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 AO0138
 AO0138  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0138
 AO0138.The horizontal coordinates were scaled from a topographic map and have
 AO0138.an estimated accuracy of +/- 6 seconds.
 AO0138
 AO0138.The orthometric height was determined by differential leveling
 AO0138.and adjusted by the National Geodetic Survey in 1992..
 AO0138.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0138.rate of 1.1 thru 2.0 mm/km.
 AO0138
 AO0138.The geoid height was determined by GEOID03.
 AO0138
 AO0138.The dynamic height is computed by dividing the NAVD 88
 AO0138.geopotential number by the normal gravity value computed on the
 AO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0138.degrees latitude (g = 980.6199 gals.).
 AO0138
 AO0138.The modeled gravity was interpolated from observed gravity values.
 AO0138
 AO0138;                    North         East    Units  Estimated Accuracy
 AO0138;SPC TX S     - 5,261,700.      273,970.      MT  (+/- 180 meters Scaled)
 AO0138
 AO0138                          SUPERSEDED SURVEY CONTROL
 AO0138
 AO0138  NGVD 29 (??/??/92)  117.952  (m)          386.98   (f) ADJ UNCH    2 0
 AO0138
 AO0138.Superseded values are not recommended for survey control.
 AO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0138.See file dsdata.txt to determine how the superseded data were derived.
 AO0138
 AO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS231003(NAD 83)
 AO0138_MARKER: DB = BENCH MARK DISK
 AO0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0138_STAMPING: A-357 1935
 AO0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0138+STABILITY: SURFACE MOTION
 AO0138
 AO0138  HISTORY     - Date     Condition        Report By
 AO0138  HISTORY     - 1935     MONUMENTED       CGS
 AO0138
 AO0138                          STATION DESCRIPTION
 AO0138
 AO0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0138'16.2 MI NW FROM FREER.
 AO0138'16.2 MILES NORTHWEST OF AND ALONG STATE HIGHWAY 55.  AT CROSS FENCE AT
 AO0138'THE ENTRANCE TO THE DUVAL COUNTY RANCH.  43 FT. W. OF CENTER OF ROAD.
 AO0138'46 FT. S. OF CROSS FENCE.  SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0119 ***********************************************************************
 BA0119  DESIGNATION -  A 358
 BA0119  PID         -  BA0119
 BA0119  STATE/COUNTY-  TX/BREWSTER
 BA0119  USGS QUAD   -  SMOKY CREEK (1971)
 BA0119
 BA0119                         *CURRENT SURVEY CONTROL
 BA0119  ___________________________________________________________________
 BA0119* NAD 83(1986)-  29 03 02.     (N)    103 24 05.     (W)     SCALED    
 BA0119* NAVD 88     -       643.305  (meters)    2110.58   (feet)  ADJUSTED  
 BA0119  ___________________________________________________________________
 BA0119  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 BA0119  DYNAMIC HT  -         642.260 (meters)    2107.15  (feet)  COMP
 BA0119  MODELED GRAV-     979,000.2   (mgal)                       NAVD 88
 BA0119
 BA0119  VERT ORDER  -  FIRST     CLASS II
 BA0119
 BA0119.The horizontal coordinates were scaled from a topographic map and have
 BA0119.an estimated accuracy of +/- 6 seconds.
 BA0119
 BA0119.The orthometric height was determined by differential leveling
 BA0119.and adjusted by the National Geodetic Survey in June 1991..
 BA0119
 BA0119.The geoid height was determined by GEOID03.
 BA0119
 BA0119.The dynamic height is computed by dividing the NAVD 88
 BA0119.geopotential number by the normal gravity value computed on the
 BA0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0119.degrees latitude (g = 980.6199 gals.).
 BA0119
 BA0119.The modeled gravity was interpolated from observed gravity values.
 BA0119
 BA0119;                    North         East    Units  Estimated Accuracy
 BA0119;SPC TXSC     - 4,142,970.      171,500.      MT  (+/- 180 meters Scaled)
 BA0119
 BA0119                          SUPERSEDED SURVEY CONTROL
 BA0119
 BA0119  NGVD 29 (??/??/92)  642.904  (m)         2109.26   (f) ADJ UNCH    1 2
 BA0119
 BA0119.Superseded values are not recommended for survey control.
 BA0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0119.See file dsdata.txt to determine how the superseded data were derived.
 BA0119
 BA0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN556146(NAD 83)
 BA0119_MARKER: DB = BENCH MARK DISK
 BA0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0119_STAMPING: A 358 1943
 BA0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0119+STABILITY: SURFACE MOTION
 BA0119
 BA0119  HISTORY     - Date     Condition        Report By
 BA0119  HISTORY     - 1943     MONUMENTED       CGS
 BA0119  HISTORY     - 1958     GOOD             NGS
 BA0119
 BA0119                          STATION DESCRIPTION
 BA0119
 BA0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0119'11.6 MI SE FROM CASTOLON.
 BA0119'ABOUT 11.6 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0119'OFFICE AT CASTOLON, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 BA0119'57 FEET SOUTHEAST OF A 10-FOOT ROCK CUT, 2 FEET SOUTHWEST OF A WHITE
 BA0119'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 BA0119'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0173 ***********************************************************************
 CE0173  DESIGNATION -  A 359
 CE0173  PID         -  CE0173
 CE0173  STATE/COUNTY-  TX/EL PASO
 CE0173  USGS QUAD   -  HELMS WEST WELL (1995)
 CE0173
 CE0173                         *CURRENT SURVEY CONTROL
 CE0173  ___________________________________________________________________
 CE0173* NAD 83(1986)-  31 50 20.     (N)    106 02 21.     (W)     SCALED    
 CE0173* NAVD 88     -      1369.711  (meters)    4493.79   (feet)  ADJUSTED  
 CE0173  ___________________________________________________________________
 CE0173  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CE0173  DYNAMIC HT  -        1367.623 (meters)    4486.94  (feet)  COMP
 CE0173  MODELED GRAV-     979,066.7   (mgal)                       NAVD 88
 CE0173
 CE0173  VERT ORDER  -  FIRST     CLASS II
 CE0173
 CE0173.The horizontal coordinates were scaled from a topographic map and have
 CE0173.an estimated accuracy of +/- 6 seconds.
 CE0173
 CE0173.The orthometric height was determined by differential leveling
 CE0173.and adjusted by the National Geodetic Survey in June 1991..
 CE0173
 CE0173.The geoid height was determined by GEOID03.
 CE0173
 CE0173.The dynamic height is computed by dividing the NAVD 88
 CE0173.geopotential number by the normal gravity value computed on the
 CE0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0173.degrees latitude (g = 980.6199 gals.).
 CE0173
 CE0173.The modeled gravity was interpolated from observed gravity values.
 CE0173
 CE0173;                    North         East    Units  Estimated Accuracy
 CE0173;SPC TX C     - 3,254,660.      160,140.      MT  (+/- 180 meters Scaled)
 CE0173
 CE0173                          SUPERSEDED SURVEY CONTROL
 CE0173
 CE0173  NGVD 29 (??/??/92) 1369.04   (m)         4491.6    (f) COMPUTED    1 2
 CE0173
 CE0173.Superseded values are not recommended for survey control.
 CE0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0173.See file dsdata.txt to determine how the superseded data were derived.
 CE0173
 CE0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR016230(NAD 83)
 CE0173_MARKER: DB = BENCH MARK DISK
 CE0173_SETTING: 80 = SET IN A BOULDER
 CE0173_SP_SET: BOULDER
 CE0173_STAMPING: A 359 1943
 CE0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0173+STABILITY: SURFACE MOTION
 CE0173
 CE0173  HISTORY     - Date     Condition        Report By
 CE0173  HISTORY     - 1943     MONUMENTED       CGS
 CE0173  HISTORY     - 1958     MARK NOT FOUND   NGS
 CE0173
 CE0173                          STATION DESCRIPTION
 CE0173
 CE0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0173'27.3 MI E FROM EL PASO.
 CE0173'27.3 MILES EAST OF CITY HALL 22.7 MILES EAST OF THE JUNCTION OF LOOP
 CE0173'16 160 FEET EAST OF THE SOUTH END OF A STONE CULVERT, 55 FEET SOUTH OF
 CE0173'THE CENTERLINE OF THE HIGHWAY, 90 FEET NORTH OF A FENCE, 3 FEET WEST
 CE0173'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A LIMESTONE BOULDER.
 CE0173'A STANDARD DISK, STAMPED A 359 1943.  NOTE-- IT IS BELIEVED TO HAVE
 CE0173'BEEN DESTROYED IN HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0320 ***********************************************************************
 CD0320  DESIGNATION -  A 360
 CD0320  PID         -  CD0320
 CD0320  STATE/COUNTY-  TX/CULBERSON
 CD0320  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0320
 CD0320                         *CURRENT SURVEY CONTROL
 CD0320  ___________________________________________________________________
 CD0320* NAD 83(1986)-  31 54 12.     (N)    104 42 47.     (W)     SCALED    
 CD0320* NAVD 88     -      1466.924  (meters)    4812.73   (feet)  ADJUSTED  
 CD0320  ___________________________________________________________________
 CD0320  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CD0320  DYNAMIC HT  -        1464.660 (meters)    4805.31  (feet)  COMP
 CD0320  MODELED GRAV-     979,044.8   (mgal)                       NAVD 88
 CD0320
 CD0320  VERT ORDER  -  FIRST     CLASS I
 CD0320
 CD0320.The horizontal coordinates were scaled from a topographic map and have
 CD0320.an estimated accuracy of +/- 6 seconds.
 CD0320
 CD0320.The orthometric height was determined by differential leveling
 CD0320.and adjusted by the National Geodetic Survey in June 1991..
 CD0320
 CD0320.The geoid height was determined by GEOID03.
 CD0320
 CD0320.The dynamic height is computed by dividing the NAVD 88
 CD0320.geopotential number by the normal gravity value computed on the
 CD0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0320.degrees latitude (g = 980.6199 gals.).
 CD0320
 CD0320.The modeled gravity was interpolated from observed gravity values.
 CD0320
 CD0320;                    North         East    Units  Estimated Accuracy
 CD0320;SPC TX C     - 3,256,110.      285,820.      MT  (+/- 180 meters Scaled)
 CD0320
 CD0320                          SUPERSEDED SURVEY CONTROL
 CD0320
 CD0320  NGVD 29 (??/??/92) 1466.328  (m)         4810.78   (f) ADJ UNCH    1 1
 CD0320
 CD0320.Superseded values are not recommended for survey control.
 CD0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0320.See file dsdata.txt to determine how the superseded data were derived.
 CD0320
 CD0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER271297(NAD 83)
 CD0320_MARKER: DB = BENCH MARK DISK
 CD0320_SETTING: 66 = SET IN ROCK OUTCROP
 CD0320_SP_SET: SET IN ROCK OUTCROP
 CD0320_STAMPING: A 360 1943
 CD0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0320+STABILITY: POSITION/ELEVATION WELL
 CD0320
 CD0320  HISTORY     - Date     Condition        Report By
 CD0320  HISTORY     - 1943     MONUMENTED       CGS
 CD0320  HISTORY     - 1977     GOOD             NGS
 CD0320  HISTORY     - 1977     GOOD             NGS
 CD0320
 CD0320                          STATION DESCRIPTION
 CD0320
 CD0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0320'1977    GNGS.
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320
 CD0320                          STATION RECOVERY (1977)
 CD0320
 CD0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320'1977    GNGS
 CD0320'1977    GNGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0888 ***********************************************************************
 FL0888  DESIGNATION -  A 361
 FL0888  PID         -  FL0888
 FL0888  STATE/COUNTY-  TX/CARSON
 FL0888  USGS QUAD   -  CONWAY (1983)
 FL0888
 FL0888                         *CURRENT SURVEY CONTROL
 FL0888  ___________________________________________________________________
 FL0888* NAD 83(1986)-  35 12 28.     (N)    101 29 20.     (W)     SCALED    
 FL0888* NAVD 88     -      1064.485  (meters)    3492.40   (feet)  ADJUSTED  
 FL0888  ___________________________________________________________________
 FL0888  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL0888  DYNAMIC HT  -        1063.222 (meters)    3488.25  (feet)  COMP
 FL0888  MODELED GRAV-     979,411.4   (mgal)                       NAVD 88
 FL0888
 FL0888  VERT ORDER  -  FIRST     CLASS II
 FL0888
 FL0888.The horizontal coordinates were scaled from a topographic map and have
 FL0888.an estimated accuracy of +/- 6 seconds.
 FL0888
 FL0888.The orthometric height was determined by differential leveling
 FL0888.and adjusted by the National Geodetic Survey in June 1991..
 FL0888
 FL0888.The geoid height was determined by GEOID03.
 FL0888
 FL0888.The dynamic height is computed by dividing the NAVD 88
 FL0888.geopotential number by the normal gravity value computed on the
 FL0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0888.degrees latitude (g = 980.6199 gals.).
 FL0888
 FL0888.The modeled gravity was interpolated from observed gravity values.
 FL0888
 FL0888;                    North         East    Units  Estimated Accuracy
 FL0888;SPC TX N     - 1,133,990.      201,010.      MT  (+/- 180 meters Scaled)
 FL0888
 FL0888                          SUPERSEDED SURVEY CONTROL
 FL0888
 FL0888  NGVD 29 (??/??/92) 1063.973  (m)         3490.72   (f) ADJ UNCH    1 2
 FL0888
 FL0888.Superseded values are not recommended for survey control.
 FL0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0888.See file dsdata.txt to determine how the superseded data were derived.
 FL0888
 FL0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD734989(NAD 83)
 FL0888_MARKER: DB = BENCH MARK DISK
 FL0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0888_SP_SET: CONCRETE POST
 FL0888_STAMPING: A 361 1943
 FL0888_MARK LOGO: CGS   
 FL0888_PROJECTION: FLUSH
 FL0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0888+STABILITY: SURFACE MOTION
 FL0888
 FL0888  HISTORY     - Date     Condition        Report By
 FL0888  HISTORY     - 1943     MONUMENTED       CGS
 FL0888  HISTORY     - 1984     GOOD             NGS
 FL0888
 FL0888                          STATION DESCRIPTION
 FL0888
 FL0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0888'6.2 MI W FROM CONWAY.
 FL0888'6.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND PACIFIC RAILROAD FROM
 FL0888'THE STATION AT CONWAY, CARSON COUNTY, AT THE FIRST POLE WEST OF
 FL0888'MILEPOST 741, IN THE NORTHWEST ANGLE OF DIRT-ROAD CROSSING, 30.6 FEET
 FL0888'NORTH-NORTHWEST OF A CROSSING-WARNING SIGN, 45.2 FEET NORTH OF THE
 FL0888'NORTH RAIL, 3.6 FEET NORTH OF A POLE, 3 FEET SOUTHWEST OF A FENCE
 FL0888'CORNER, AND 3.2 FEET SOUTH OF THE EAST-WEST FENCE LINE.  A STANDARD
 FL0888'DISK, STAMPED A 361 1943 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 FL0888'WITH THE GROUND.
 FL0888
 FL0888                          STATION RECOVERY (1984)
 FL0888
 FL0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0888'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.5 KM
 FL0888'(13.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION
 FL0888'WITH INTERSTATE HIGHWAY 27 IN AMARILLO, THENCE 11.4 KM (7.1 MI)
 FL0888'EASTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 13.8 M
 FL0888'(45.3 FT) NORTH OF THE NEAR RAIL, 10.7 M (35.1 FT) WEST OF THE CENTER
 FL0888'OF A NORTH-SOUTH ROAD, 1.0 M (3.0 FT) SOUTH OF A FENCE, AND 0.9 M
 FL0888'(3.0 FT) SOUTHWEST OF A FENCE CORNER.
 FL0888'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 FL0888'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0474 ***********************************************************************
 EN0474  DESIGNATION -  A 362
 EN0474  PID         -  EN0474
 EN0474  STATE/COUNTY-  TX/ARMSTRONG
 EN0474  USGS QUAD   -  PONY FLATS (1984)
 EN0474
 EN0474                         *CURRENT SURVEY CONTROL
 EN0474  ___________________________________________________________________
 EN0474* NAD 83(1986)-  34 55 24.     (N)    101 36 37.     (W)     SCALED    
 EN0474* NAVD 88     -       827.983  (meters)    2716.47   (feet)  ADJUSTED  
 EN0474  ___________________________________________________________________
 EN0474  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EN0474  DYNAMIC HT  -         826.999 (meters)    2713.25  (feet)  COMP
 EN0474  MODELED GRAV-     979,418.7   (mgal)                       NAVD 88
 EN0474
 EN0474  VERT ORDER  -  SECOND    CLASS 0
 EN0474
 EN0474.The horizontal coordinates were scaled from a topographic map and have
 EN0474.an estimated accuracy of +/- 6 seconds.
 EN0474
 EN0474.The orthometric height was determined by differential leveling
 EN0474.and adjusted by the National Geodetic Survey in June 1991..
 EN0474
 EN0474.The geoid height was determined by GEOID03.
 EN0474
 EN0474.The dynamic height is computed by dividing the NAVD 88
 EN0474.geopotential number by the normal gravity value computed on the
 EN0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0474.degrees latitude (g = 980.6199 gals.).
 EN0474
 EN0474.The modeled gravity was interpolated from observed gravity values.
 EN0474
 EN0474;                    North         East    Units  Estimated Accuracy
 EN0474;SPC TX N     - 1,102,440.      189,920.      MT  (+/- 180 meters Scaled)
 EN0474
 EN0474                          SUPERSEDED SURVEY CONTROL
 EN0474
 EN0474  NGVD 29 (??/??/92)  827.530  (m)         2714.99   (f) ADJ UNCH    2 0
 EN0474
 EN0474.Superseded values are not recommended for survey control.
 EN0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0474.See file dsdata.txt to determine how the superseded data were derived.
 EN0474
 EN0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD615676(NAD 83)
 EN0474_MARKER: DB = BENCH MARK DISK
 EN0474_SETTING: 80 = SET IN A BOULDER
 EN0474_SP_SET: BOULDER
 EN0474_STAMPING: A 362 1943
 EN0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0474+STABILITY: SURFACE MOTION
 EN0474
 EN0474  HISTORY     - Date     Condition        Report By
 EN0474  HISTORY     - 1943     MONUMENTED       CGS
 EN0474  HISTORY     - 1959     MARK NOT FOUND   USGS
 EN0474  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0474
 EN0474                          STATION DESCRIPTION
 EN0474
 EN0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0474'21.4 MI E FROM CANYON.
 EN0474'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0474'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 1.4 MILES EAST
 EN0474'ALONG TRAILS LEADING DOWN PALO DURO CANYON.  NEAR THE EAST BOUNDARY OF
 EN0474'PALO DURO STATE PARK, 1.4 MILES EAST OF CREEK CROSSING 9, AT THE
 EN0474'NORTHWEST END OF A 30-FOOT BLUFF ON THE NORTHEAST SIDE OF THE CREEK,
 EN0474'52 FEET EAST OF A NORTH-AND-SOUTH FENCE, IN A 10- BY 14-FOOT SANDSTONE
 EN0474'BOULDER, AND 7 FEET SOUTH OF ITS HIGHEST POINT.  A STANDARD DISK,
 EN0474'STAMPED A 362 1943.  NOTE-- RD. CONSTR. IN AREA.
 EN0474
 EN0474                          STATION RECOVERY (1959)
 EN0474
 EN0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EN0474'MARK NOT FOUND.
 EN0474
 EN0474                          STATION RECOVERY (1980)
 EN0474
 EN0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0175 ***********************************************************************
 DQ0175  DESIGNATION -  A 365
 DQ0175  PID         -  DQ0175
 DQ0175  STATE/COUNTY-  TX/YOAKUM
 DQ0175  USGS QUAD   -  INK BASIN (1971)
 DQ0175
 DQ0175                         *CURRENT SURVEY CONTROL
 DQ0175  ___________________________________________________________________
 DQ0175* NAD 83(1986)-  33 04 49.     (N)    102 53 15.     (W)     SCALED    
 DQ0175* NAVD 88     -      1111.354  (meters)    3646.17   (feet)  ADJUSTED  
 DQ0175  ___________________________________________________________________
 DQ0175  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 DQ0175  DYNAMIC HT  -        1109.872 (meters)    3641.31  (feet)  COMP
 DQ0175  MODELED GRAV-     979,264.8   (mgal)                       NAVD 88
 DQ0175
 DQ0175  VERT ORDER  -  SECOND    CLASS 0
 DQ0175
 DQ0175.The horizontal coordinates were scaled from a topographic map and have
 DQ0175.an estimated accuracy of +/- 6 seconds.
 DQ0175
 DQ0175.The orthometric height was determined by differential leveling
 DQ0175.and adjusted by the National Geodetic Survey in June 1991..
 DQ0175
 DQ0175.The geoid height was determined by GEOID03.
 DQ0175
 DQ0175.The dynamic height is computed by dividing the NAVD 88
 DQ0175.geopotential number by the normal gravity value computed on the
 DQ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0175.degrees latitude (g = 980.6199 gals.).
 DQ0175
 DQ0175.The modeled gravity was interpolated from observed gravity values.
 DQ0175
 DQ0175;                    North         East    Units  Estimated Accuracy
 DQ0175;SPC TXNC     - 2,165,310.      190,520.      MT  (+/- 180 meters Scaled)
 DQ0175
 DQ0175                          SUPERSEDED SURVEY CONTROL
 DQ0175
 DQ0175  NGVD 29 (??/??/92) 1110.95   (m)         3644.8    (f) COMPUTED    2 0
 DQ0175
 DQ0175.Superseded values are not recommended for survey control.
 DQ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0175.See file dsdata.txt to determine how the superseded data were derived.
 DQ0175
 DQ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS971621(NAD 83)
 DQ0175_MARKER: DB = BENCH MARK DISK
 DQ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0175_STAMPING: A 365 1943
 DQ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0175+STABILITY: SURFACE MOTION
 DQ0175
 DQ0175  HISTORY     - Date     Condition        Report By
 DQ0175  HISTORY     - 1943     MONUMENTED       CGS
 DQ0175
 DQ0175                          STATION DESCRIPTION
 DQ0175
 DQ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0175'6.6 MI N FROM ALLRED.
 DQ0175'THIS MARK IS ABOUT 6.6 MILES NORTH OF THE POST OFFICE AT ALLRED,
 DQ0175'YOAKUM COUNTY, SET AT THE CROSSING OF A CATTLE GUARD, 3.0 FEET NORTH
 DQ0175'OF A FENCE RUNNING EAST-WEST, 59.0 FEET SOUTHEAST OF A ROAD RUNNING
 DQ0175'NORTHEAST, 39.0 FEET EAST OF THE CENTER LINE OF THE ROAD, PROJECTING
 DQ0175'ABOUT 9-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE
 DQ0175'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0091 ***********************************************************************
 FM0091  DESIGNATION -  A 371
 FM0091  PID         -  FM0091
 FM0091  STATE/COUNTY-  TX/HARTLEY
 FM0091  USGS QUAD   -  MORAN RANCH (1963)
 FM0091
 FM0091                         *CURRENT SURVEY CONTROL
 FM0091  ___________________________________________________________________
 FM0091* NAD 83(1986)-  35 58 05.     (N)    102 12 44.     (W)     SCALED    
 FM0091* NAVD 88     -      1170.288  (meters)    3839.52   (feet)  ADJUSTED  
 FM0091  ___________________________________________________________________
 FM0091  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 FM0091  DYNAMIC HT  -        1168.930 (meters)    3835.06  (feet)  COMP
 FM0091  MODELED GRAV-     979,432.3   (mgal)                       NAVD 88
 FM0091
 FM0091  VERT ORDER  -  SECOND    CLASS 0
 FM0091
 FM0091.The horizontal coordinates were scaled from a topographic map and have
 FM0091.an estimated accuracy of +/- 6 seconds.
 FM0091
 FM0091.The orthometric height was determined by differential leveling
 FM0091.and adjusted by the National Geodetic Survey in June 1991..
 FM0091
 FM0091.The geoid height was determined by GEOID03.
 FM0091
 FM0091.The dynamic height is computed by dividing the NAVD 88
 FM0091.geopotential number by the normal gravity value computed on the
 FM0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0091.degrees latitude (g = 980.6199 gals.).
 FM0091
 FM0091.The modeled gravity was interpolated from observed gravity values.
 FM0091
 FM0091;                    North         East    Units  Estimated Accuracy
 FM0091;SPC TX N     - 1,218,570.      135,760.      MT  (+/- 180 meters Scaled)
 FM0091
 FM0091                          SUPERSEDED SURVEY CONTROL
 FM0091
 FM0091  NGVD 29 (??/??/92) 1169.739  (m)         3837.72   (f) ADJ UNCH    2 0
 FM0091
 FM0091.Superseded values are not recommended for survey control.
 FM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0091.See file dsdata.txt to determine how the superseded data were derived.
 FM0091
 FM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV513839(NAD 83)
 FM0091_MARKER: DB = BENCH MARK DISK
 FM0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0091_STAMPING: A-371 1943
 FM0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0091+STABILITY: SURFACE MOTION
 FM0091
 FM0091  HISTORY     - Date     Condition        Report By
 FM0091  HISTORY     - 1943     MONUMENTED       CGS
 FM0091  HISTORY     - 1963     GOOD             USGS
 FM0091
 FM0091                          STATION DESCRIPTION
 FM0091
 FM0091'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FM0091'17.5 MI NE FROM HARTLEY.
 FM0091'POST OFFICE.  8.5 MILES EAST OF ALONG U S HIGHWAY 87 FROM HARTLEY,
 FM0091'HARTLEY CO.  THENCE 7.0 MILES NORTH ALONG A GRADED ROAD TO A T-ROAD
 FM0091'EAST.  THENCE 2.0 MILES EAST ALONG GRADED ROAD TO A X-ROAD.  40 FEET
 FM0091'WEST AND 31 FEET NORTH OF X-ROAD.  A STANDARD DISK, STAMPED A-371 1943
 FM0091'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0105 ***********************************************************************
 GL0105  DESIGNATION -  A 375
 GL0105  PID         -  GL0105
 GL0105  STATE/COUNTY-  TX/DALLAM
 GL0105  USGS QUAD   -  WILCO NE (1965)
 GL0105
 GL0105                         *CURRENT SURVEY CONTROL
 GL0105  ___________________________________________________________________
 GL0105* NAD 83(1986)-  36 09 11.     (N)    102 18 43.     (W)     SCALED    
 GL0105* NAVD 88     -      1192.937  (meters)    3913.83   (feet)  ADJUSTED  
 GL0105  ___________________________________________________________________
 GL0105  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 GL0105  DYNAMIC HT  -        1191.577 (meters)    3909.37  (feet)  COMP
 GL0105  MODELED GRAV-     979,450.9   (mgal)                       NAVD 88
 GL0105
 GL0105  VERT ORDER  -  SECOND    CLASS 0
 GL0105
 GL0105.The horizontal coordinates were scaled from a topographic map and have
 GL0105.an estimated accuracy of +/- 6 seconds.
 GL0105
 GL0105.The orthometric height was determined by differential leveling
 GL0105.and adjusted by the National Geodetic Survey in June 1991..
 GL0105
 GL0105.The geoid height was determined by GEOID03.
 GL0105
 GL0105.The dynamic height is computed by dividing the NAVD 88
 GL0105.geopotential number by the normal gravity value computed on the
 GL0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0105.degrees latitude (g = 980.6199 gals.).
 GL0105
 GL0105.The modeled gravity was interpolated from observed gravity values.
 GL0105
 GL0105;                    North         East    Units  Estimated Accuracy
 GL0105;SPC TX N     - 1,239,160.      126,940.      MT  (+/- 180 meters Scaled)
 GL0105
 GL0105                          SUPERSEDED SURVEY CONTROL
 GL0105
 GL0105.No superseded survey control is available for this station.
 GL0105
 GL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA418042(NAD 83)
 GL0105_MARKER: DB = BENCH MARK DISK
 GL0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0105_STAMPING: A 375 1943
 GL0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0105+STABILITY: SURFACE MOTION
 GL0105
 GL0105  HISTORY     - Date     Condition        Report By
 GL0105  HISTORY     - 1943     MONUMENTED       CGS
 GL0105
 GL0105                          STATION DESCRIPTION
 GL0105
 GL0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0105'9.5 MI SW FROM CONLEN.
 GL0105'5.5 MILES SOUTH, THENCE, 4.0 MILES WEST ALONG GRADED ROADS FROM THE
 GL0105'POST OFFICE AT CONLEN.  SET AT THE EAST END OF AN S CURVE, ABOUT 0.5
 GL0105'MILE NORTH OF A ROAD LEADING SOUTH AT THE MIDDLE OF THE WEST END OF
 GL0105'THE S CURVE.  72 FEET EAST OF THE CENTER-LINE OF A TRAIL LEADING NORTH
 GL0105'ALONG THE SECTION FENCE LINE, 45 FEET NORTH NORTHWEST OF THE
 GL0105'CENTER-LINE OF THE MAIN ROAD, 0.6 FEET SOUTH OF THE RIGHT-OF-WAY
 GL0105'FENCE, 1.0 FOOT SOUTH OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0106 ***********************************************************************
 GL0106  DESIGNATION -  A 375 RESET 1972
 GL0106  PID         -  GL0106
 GL0106  STATE/COUNTY-  TX/DALLAM
 GL0106  USGS QUAD   -  WILCO NE (1965)
 GL0106
 GL0106                         *CURRENT SURVEY CONTROL
 GL0106  ___________________________________________________________________
 GL0106* NAD 83(1986)-  36 09 12.     (N)    102 18 43.     (W)     SCALED    
 GL0106* NAVD 88     -      1193.23   (meters)    3914.8    (feet)  RESET     
 GL0106  ___________________________________________________________________
 GL0106  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 GL0106
 GL0106  VERT ORDER  -  THIRD
 GL0106
 GL0106.The horizontal coordinates were scaled from a topographic map and have
 GL0106.an estimated accuracy of +/- 6 seconds.
 GL0106
 GL0106.The orthometric height was computed from unverified reset data.
 GL0106
 GL0106.The geoid height was determined by GEOID03.
 GL0106
 GL0106;                    North         East    Units  Estimated Accuracy
 GL0106;SPC TX N     - 1,239,190.      126,940.      MT  (+/- 180 meters Scaled)
 GL0106
 GL0106                          SUPERSEDED SURVEY CONTROL
 GL0106
 GL0106.No superseded survey control is available for this station.
 GL0106
 GL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA418043(NAD 83)
 GL0106_MARKER: DB = BENCH MARK DISK
 GL0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0106_STAMPING: A 375 RESET 1943
 GL0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0106+STABILITY: SURFACE MOTION
 GL0106
 GL0106  HISTORY     - Date     Condition        Report By
 GL0106  HISTORY     - 1972     MONUMENTED       NGS
 GL0106
 GL0106                          STATION DESCRIPTION
 GL0106
 GL0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GL0106'9.2 MI SW FROM CONLEN.
 GL0106'FROM THE INTERSECTION OF U.S. HIGHWAY 54 AND FARM ROAD 807 IN CONLEN,
 GL0106'GO SOUTH ON FARM ROAD 807 FOR 5.2 MILES TO CROSSROADS.  TURN RIGHT AND
 GL0106'GO WEST ON NEW FARM AND MARKET ROAD FOR 4.0 MILE TO MARK ON THE RIGHT.
 GL0106'AT THIS POINT THE ROAD WILL BEAR LEFT AND GO SOUTH FOR A SHORT
 GL0106'DISTANCE AND THEN WEST AGAIN.  A STANDARD BENCH MARK DISK, SET IN THE
 GL0106'TOP OF A SQUARE CONCRETE POST, THAT PROJECTS 4-INCHES AND IS STAMPED A
 GL0106'375 RESET 1972.  IT IS 100 FEET NORTH OF THE CENTER OF ROAD, WHICH
 GL0106'WOULD BE AT THE EAST EDGE OF CURVE IN ROAD, 13 FEET EAST OF A TRACK
 GL0106'ROAD, 3 FEET EAST OF A FENCE-CORNER, 1.6 FEET EAST OF A METAL WITNESS
 GL0106'POST AND 1-FOOT SOUTH OF THE FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0199 ***********************************************************************
 FM0199  DESIGNATION -  A 376 RESET 1947
 FM0199  PID         -  FM0199
 FM0199  STATE/COUNTY-  TX/HARTLEY
 FM0199  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0199
 FM0199                         *CURRENT SURVEY CONTROL
 FM0199  ___________________________________________________________________
 FM0199* NAD 83(1986)-  35 41 29.     (N)    102 10 01.     (W)     SCALED    
 FM0199* NAVD 88     -      1151.51   (meters)    3777.9    (feet)  RESET     
 FM0199  ___________________________________________________________________
 FM0199  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FM0199
 FM0199  VERT ORDER  -  THIRD
 FM0199
 FM0199.The horizontal coordinates were scaled from a topographic map and have
 FM0199.an estimated accuracy of +/- 6 seconds.
 FM0199
 FM0199.The orthometric height was computed from unverified reset data.
 FM0199
 FM0199.The geoid height was determined by GEOID03.
 FM0199
 FM0199;                    North         East    Units  Estimated Accuracy
 FM0199;SPC TX N     - 1,187,840.      139,640.      MT  (+/- 180 meters Scaled)
 FM0199
 FM0199                          SUPERSEDED SURVEY CONTROL
 FM0199
 FM0199.No superseded survey control is available for this station.
 FM0199
 FM0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV563534(NAD 83)
 FM0199_MARKER: DB = BENCH MARK DISK
 FM0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0199_STAMPING: A 376 RESET 1947
 FM0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0199+STABILITY: SURFACE MOTION
 FM0199
 FM0199  HISTORY     - Date     Condition        Report By
 FM0199  HISTORY     - 1947     MONUMENTED       CGS
 FM0199
 FM0199                          STATION DESCRIPTION
 FM0199
 FM0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FM0199'10.2 MI E FROM CHANNING.
 FM0199'ABOUT 10.2 MILES EAST ALONG STATE HIGHWAY NO. 354, FROM THE POST
 FM0199'OFFICE AT CHANNING, HARTLEY COUNTY, 100 YARDS SOUTHWEST OF A RANCH
 FM0199'HOUSE, 16 YARDS WEST OF THE ENTRANCE ROAD TO THE RANCH YARD AND 1 FOOT
 FM0199'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  IT IS 5 FEET WEST OF A LARGE
 FM0199'CORNER POST.  IT IS 11.8 MILES WEST OF THE JUNCTION OF HIGHWAYS NOS.
 FM0199'287 AND 354.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0270 ***********************************************************************
 FL0270  DESIGNATION -  A 378
 FL0270  PID         -  FL0270
 FL0270  STATE/COUNTY-  TX/WHEELER
 FL0270  USGS QUAD   -  PAKAN (1976)
 FL0270
 FL0270                         *CURRENT SURVEY CONTROL
 FL0270  ___________________________________________________________________
 FL0270* NAD 83(1986)-  35 16 12.     (N)    100 23 55.     (W)     SCALED    
 FL0270* NAVD 88     -       803.634  (meters)    2636.59   (feet)  ADJUSTED  
 FL0270  ___________________________________________________________________
 FL0270  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL0270  DYNAMIC HT  -         802.793 (meters)    2633.83  (feet)  COMP
 FL0270  MODELED GRAV-     979,559.7   (mgal)                       NAVD 88
 FL0270
 FL0270  VERT ORDER  -  SECOND    CLASS 0
 FL0270
 FL0270.The horizontal coordinates were scaled from a topographic map and have
 FL0270.an estimated accuracy of +/- 6 seconds.
 FL0270
 FL0270.The orthometric height was determined by differential leveling
 FL0270.and adjusted by the National Geodetic Survey in June 1991..
 FL0270
 FL0270.The geoid height was determined by GEOID03.
 FL0270
 FL0270.The dynamic height is computed by dividing the NAVD 88
 FL0270.geopotential number by the normal gravity value computed on the
 FL0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0270.degrees latitude (g = 980.6199 gals.).
 FL0270
 FL0270.The modeled gravity was interpolated from observed gravity values.
 FL0270
 FL0270;                    North         East    Units  Estimated Accuracy
 FL0270;SPC TX N     - 1,141,450.      300,200.      MT  (+/- 180 meters Scaled)
 FL0270
 FL0270                          SUPERSEDED SURVEY CONTROL
 FL0270
 FL0270  NGVD 29 (??/??/92)  803.336  (m)         2635.61   (f) ADJ UNCH    2 0
 FL0270
 FL0270.Superseded values are not recommended for survey control.
 FL0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0270.See file dsdata.txt to determine how the superseded data were derived.
 FL0270
 FL0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE727038(NAD 83)
 FL0270_MARKER: DB = BENCH MARK DISK
 FL0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0270_STAMPING: A 378 1943
 FL0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0270+STABILITY: SURFACE MOTION
 FL0270
 FL0270  HISTORY     - Date     Condition        Report By
 FL0270  HISTORY     - 1943     MONUMENTED       CGS
 FL0270
 FL0270                          STATION DESCRIPTION
 FL0270
 FL0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0270'6.2 MI NW FROM LELA.
 FL0270'3.0 MILES NORTH AND 3.2 MILES WEST ALONG GRADED DIRT ROADS FROM THE
 FL0270'POST OFFICE AT LELA, NEAR THE SUMMIT OF A RISE, 106 FEET SOUTHEAST OF
 FL0270'THE SOUTHEAST CORNER OF A WHITE BUNGALOW, 24 FEET NORTH OF THE
 FL0270'CENTERLINE OF THE ROAD, 17 FEET EAST OF A FENCE CORNER, 7 FEET
 FL0270'NORTHWEST OF A TELEPHONE POLE, 2 FEET NORTH OF THE EAST-AND-WEST
 FL0270'FENCE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FL0270'DISK, STAMPED A 378 1943 AND SET IN THE TOP OF A CONCRETE POST
 FL0270'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0275 ***********************************************************************
 FL0275  DESIGNATION -  A 379
 FL0275  PID         -  FL0275
 FL0275  STATE/COUNTY-  TX/WHEELER
 FL0275  USGS QUAD   -  WHEELER SE (1976)
 FL0275
 FL0275                         *CURRENT SURVEY CONTROL
 FL0275  ___________________________________________________________________
 FL0275* NAD 83(1986)-  35 17 37.     (N)    100 20 34.     (W)     SCALED    
 FL0275* NAVD 88     -       731.600  (meters)    2400.26   (feet)  ADJUSTED  
 FL0275  ___________________________________________________________________
 FL0275  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL0275  DYNAMIC HT  -         730.836 (meters)    2397.75  (feet)  COMP
 FL0275  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 FL0275
 FL0275  VERT ORDER  -  SECOND    CLASS 0
 FL0275
 FL0275.The horizontal coordinates were scaled from a topographic map and have
 FL0275.an estimated accuracy of +/- 6 seconds.
 FL0275
 FL0275.The orthometric height was determined by differential leveling
 FL0275.and adjusted by the National Geodetic Survey in June 1991..
 FL0275
 FL0275.The geoid height was determined by GEOID03.
 FL0275
 FL0275.The dynamic height is computed by dividing the NAVD 88
 FL0275.geopotential number by the normal gravity value computed on the
 FL0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0275.degrees latitude (g = 980.6199 gals.).
 FL0275
 FL0275.The modeled gravity was interpolated from observed gravity values.
 FL0275
 FL0275;                    North         East    Units  Estimated Accuracy
 FL0275;SPC TX N     - 1,144,130.      305,250.      MT  (+/- 180 meters Scaled)
 FL0275
 FL0275                          SUPERSEDED SURVEY CONTROL
 FL0275
 FL0275  NGVD 29 (??/??/92)  731.296  (m)         2399.26   (f) ADJ UNCH    2 0
 FL0275
 FL0275.Superseded values are not recommended for survey control.
 FL0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0275.See file dsdata.txt to determine how the superseded data were derived.
 FL0275
 FL0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE779064(NAD 83)
 FL0275_MARKER: DB = BENCH MARK DISK
 FL0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0275_STAMPING: A 379 1943
 FL0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0275+STABILITY: SURFACE MOTION
 FL0275
 FL0275  HISTORY     - Date     Condition        Report By
 FL0275  HISTORY     - 1943     MONUMENTED       CGS
 FL0275
 FL0275                          STATION DESCRIPTION
 FL0275
 FL0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0275'4.5 MI N FROM LELA.
 FL0275'4.5 MILES NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT LELA, 1.0
 FL0275'MILE NORTH OF PLAINVIEW SCHOOL, 70 FEET NORTHEAST OF THE NORTHEAST
 FL0275'CORNER OF AN ABANDONED BUNGALOW, 31 FEET WEST OF THE CENTERLINE OF THE
 FL0275'ROAD, 6 FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF THE
 FL0275'NORTH-AND-SOUTH FENCE, AND 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 FL0275'POST.  A STANDARD DISK, STAMPED A 379 1943 AND SET IN THE TOP OF A
 FL0275'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0247 ***********************************************************************
 AO0247  DESIGNATION -  A 38
 AO0247  PID         -  AO0247
 AO0247  STATE/COUNTY-  TX/LA SALLE
 AO0247  USGS QUAD   -  COTULLA (1974)
 AO0247
 AO0247                         *CURRENT SURVEY CONTROL
 AO0247  ___________________________________________________________________
 AO0247* NAD 83(1986)-  28 29 00.     (N)    099 13 30.     (W)     SCALED    
 AO0247* NAVD 88     -       146.577  (meters)     480.89   (feet)  ADJUSTED  
 AO0247  ___________________________________________________________________
 AO0247  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AO0247  DYNAMIC HT  -         146.357 (meters)     480.17  (feet)  COMP
 AO0247  MODELED GRAV-     979,141.9   (mgal)                       NAVD 88
 AO0247
 AO0247  VERT ORDER  -  FIRST     CLASS II
 AO0247
 AO0247.The horizontal coordinates were scaled from a topographic map and have
 AO0247.an estimated accuracy of +/- 6 seconds.
 AO0247
 AO0247.The orthometric height was determined by differential leveling
 AO0247.and adjusted by the National Geodetic Survey in June 1991..
 AO0247
 AO0247.The geoid height was determined by GEOID03.
 AO0247
 AO0247.The dynamic height is computed by dividing the NAVD 88
 AO0247.geopotential number by the normal gravity value computed on the
 AO0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0247.degrees latitude (g = 980.6199 gals.).
 AO0247
 AO0247.The modeled gravity was interpolated from observed gravity values.
 AO0247
 AO0247;                    North         East    Units  Estimated Accuracy
 AO0247;SPC TXSC     - 4,072,060.      577,970.      MT  (+/- 180 meters Scaled)
 AO0247
 AO0247                          SUPERSEDED SURVEY CONTROL
 AO0247
 AO0247  NGVD 29 (??/??/92)  146.455  (m)          480.49   (f) ADJ UNCH    1 2
 AO0247
 AO0247.Superseded values are not recommended for survey control.
 AO0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0247.See file dsdata.txt to determine how the superseded data were derived.
 AO0247
 AO0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS779507(NAD 83)
 AO0247_MARKER: Z = SEE DESCRIPTION
 AO0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0247_SP_SET: STONE POST
 AO0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0247+STABILITY: SURFACE MOTION
 AO0247
 AO0247  HISTORY     - Date     Condition        Report By
 AO0247  HISTORY     - UNK      MONUMENTED       CGS
 AO0247  HISTORY     - 1956     GOOD             NGS
 AO0247  HISTORY     - 1974     POOR             USGS
 AO0247  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0247
 AO0247                          STATION DESCRIPTION
 AO0247
 AO0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0247'2.45 MI S FROM GARDENDALE.
 AO0247'2.45 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0247'FROM THE STATION AT GARDENDALE, 214 FEET SOUTH OF THE CENTER OF A ROAD
 AO0247'CROSSING, 90 FEET SOUTH OF MILEPOST 342, 44 FEET EAST OF THE EAST
 AO0247'RAIL, 1.9 FEET WEST OF A FENCE, 1.2 FEET NORTH OF A WITNESS POST, IN
 AO0247'THE TOP OF A STONE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AO0247
 AO0247                          STATION RECOVERY (1974)
 AO0247
 AO0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0247'MARK RECOVERED IN POOR CONDITION.
 AO0247
 AO0247                          STATION RECOVERY (1997)
 AO0247
 AO0247'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0473 ***********************************************************************
 FL0473  DESIGNATION -  A 380 RESET 1968
 FL0473  PID         -  FL0473
 FL0473  STATE/COUNTY-  TX/GRAY
 FL0473  USGS QUAD   -  POND CREEK (1976)
 FL0473
 FL0473                         *CURRENT SURVEY CONTROL
 FL0473  ___________________________________________________________________
 FL0473* NAD 83(1986)-  35 26 41.     (N)    100 35 32.     (W)     SCALED    
 FL0473* NAVD 88     -       842.87   (meters)    2765.3    (feet)  RESET     
 FL0473  ___________________________________________________________________
 FL0473  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL0473
 FL0473  VERT ORDER  -  THIRD
 FL0473
 FL0473.The horizontal coordinates were scaled from a topographic map and have
 FL0473.an estimated accuracy of +/- 6 seconds.
 FL0473
 FL0473.The orthometric height was computed from unverified reset data.
 FL0473
 FL0473.The geoid height was determined by GEOID03.
 FL0473
 FL0473;                    North         East    Units  Estimated Accuracy
 FL0473;SPC TX N     - 1,160,650.      282,410.      MT  (+/- 180 meters Scaled)
 FL0473
 FL0473                          SUPERSEDED SURVEY CONTROL
 FL0473
 FL0473.No superseded survey control is available for this station.
 FL0473
 FL0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE554235(NAD 83)
 FL0473_MARKER: DB = BENCH MARK DISK
 FL0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0473_STAMPING: A 380 RESET 1968
 FL0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0473+STABILITY: SURFACE MOTION
 FL0473
 FL0473  HISTORY     - Date     Condition        Report By
 FL0473  HISTORY     - 1968     MONUMENTED       CGS
 FL0473
 FL0473                          STATION DESCRIPTION
 FL0473
 FL0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FL0473'7.95 MI SE FROM LAKETON.
 FL0473'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 152 FROM THE JUNCTION OF F.
 FL0473'M. HIGHWAY 748 AT LAKETON, THENCE 4.95 MILES SOUTH ALONG F. M. ROAD
 FL0473'2857 TO SITE OF BENCH MARK, 60 FEET EAST OF THE CENTER LINE OF
 FL0473'HIGHWAY, 2 FEET NORTH OF A CONRNER FENCE POST, 1 FOOT EAST OF A METAL
 FL0473'WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION 133 + 05. A C
 FL0473'AND GS BENCH MARK DISK SET IN A ROUND CONCRETE POST ABOUT 10 INCHES IN
 FL0473'DIAMETER AND PROJECTS 6 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0219 ***********************************************************************
 FM0219  DESIGNATION -  A 381
 FM0219  PID         -  FM0219
 FM0219  STATE/COUNTY-  TX/HARTLEY
 FM0219  USGS QUAD   -  CHANNING NW (1971)
 FM0219
 FM0219                         *CURRENT SURVEY CONTROL
 FM0219  ___________________________________________________________________
 FM0219* NAD 83(1986)-  35 42 09.     (N)    102 28 36.     (W)     SCALED    
 FM0219* NAVD 88     -      1050.434  (meters)    3446.30   (feet)  ADJUSTED  
 FM0219  ___________________________________________________________________
 FM0219  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 FM0219  DYNAMIC HT  -        1049.213 (meters)    3442.29  (feet)  COMP
 FM0219  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 FM0219
 FM0219  VERT ORDER  -  SECOND    CLASS 0
 FM0219
 FM0219.The horizontal coordinates were scaled from a topographic map and have
 FM0219.an estimated accuracy of +/- 6 seconds.
 FM0219
 FM0219.The orthometric height was determined by differential leveling
 FM0219.and adjusted by the National Geodetic Survey in June 1991..
 FM0219
 FM0219.The geoid height was determined by GEOID03.
 FM0219
 FM0219.The dynamic height is computed by dividing the NAVD 88
 FM0219.geopotential number by the normal gravity value computed on the
 FM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0219.degrees latitude (g = 980.6199 gals.).
 FM0219
 FM0219.The modeled gravity was interpolated from observed gravity values.
 FM0219
 FM0219;                    North         East    Units  Estimated Accuracy
 FM0219;SPC TX N     - 1,189,310.      111,620.      MT  (+/- 180 meters Scaled)
 FM0219
 FM0219                          SUPERSEDED SURVEY CONTROL
 FM0219
 FM0219  NGVD 29 (??/??/92) 1049.910  (m)         3444.58   (f) ADJ UNCH    2 0
 FM0219
 FM0219.Superseded values are not recommended for survey control.
 FM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0219.See file dsdata.txt to determine how the superseded data were derived.
 FM0219
 FM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV282538(NAD 83)
 FM0219_MARKER: DB = BENCH MARK DISK
 FM0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0219_STAMPING: A 381 1943
 FM0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0219+STABILITY: SURFACE MOTION
 FM0219
 FM0219  HISTORY     - Date     Condition        Report By
 FM0219  HISTORY     - 1943     MONUMENTED       CGS
 FM0219  HISTORY     - 1971     GOOD             USGS
 FM0219
 FM0219                          STATION DESCRIPTION
 FM0219
 FM0219'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0219'8.9 MI NW FROM CHANNING.
 FM0219'TO REACH THE MARK FROM THE JUNCTION OF US HWY 385, TEXAS HWY 354, AND
 FM0219'TEXAS FARM ROAD 767 IN CHANNING, TEXAS, GO WEST ON FARM ROAD 767 FOR
 FM0219'5.9 MILES TO A T-ROAD NORTHWEST.  TURN RIGHT ONTO A GRADED GRAVEL ROAD
 FM0219'FOR 3.0 MI. AND THE MARK ON THE RIGHT.  IT IS 0.1 MILES EAST OF A
 FM0219'CULVERT, 77 FT. WEST OF A FENCE LINE HEADING SOUTH, 32 FT. NORTH OF
 FM0219'THE CENTERLINE OF THE ROAD AND 2 FT. NORTH OF AN E/W FENCE LINE.  A
 FM0219'STANDARD DISK STAMPED A 381 1943 AND SET IN THE TOP OF A CONCRETE
 FM0219'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0390 ***********************************************************************
 CA0390  DESIGNATION -  A 382
 CA0390  PID         -  CA0390
 CA0390  STATE/COUNTY-  TX/BROWN
 CA0390  USGS QUAD   -  BANGS WEST (1987)
 CA0390
 CA0390                         *CURRENT SURVEY CONTROL
 CA0390  ___________________________________________________________________
 CA0390* NAD 83(1986)-  31 42 57.     (N)    099 08 11.     (W)     SCALED    
 CA0390* NAVD 88     -       489.449  (meters)    1605.80   (feet)  ADJUSTED  
 CA0390  ___________________________________________________________________
 CA0390  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CA0390  DYNAMIC HT  -         488.805 (meters)    1603.69  (feet)  COMP
 CA0390  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 CA0390
 CA0390  VERT ORDER  -  FIRST     CLASS II
 CA0390
 CA0390.The horizontal coordinates were scaled from a topographic map and have
 CA0390.an estimated accuracy of +/- 6 seconds.
 CA0390
 CA0390.The orthometric height was determined by differential leveling
 CA0390.and adjusted by the National Geodetic Survey in June 1991..
 CA0390
 CA0390.The geoid height was determined by GEOID03.
 CA0390
 CA0390.The dynamic height is computed by dividing the NAVD 88
 CA0390.geopotential number by the normal gravity value computed on the
 CA0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0390.degrees latitude (g = 980.6199 gals.).
 CA0390
 CA0390.The modeled gravity was interpolated from observed gravity values.
 CA0390
 CA0390;                    North         East    Units  Estimated Accuracy
 CA0390;SPC TX C     - 3,227,780.      813,440.      MT  (+/- 180 meters Scaled)
 CA0390
 CA0390                          SUPERSEDED SURVEY CONTROL
 CA0390
 CA0390  NGVD 29 (??/??/92)  489.341  (m)         1605.45   (f) ADJ UNCH    1 2
 CA0390
 CA0390.Superseded values are not recommended for survey control.
 CA0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0390.See file dsdata.txt to determine how the superseded data were derived.
 CA0390
 CA0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA870089(NAD 83)
 CA0390_MARKER: DB = BENCH MARK DISK
 CA0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0390_STAMPING: A 382 1943
 CA0390_MARK LOGO: CGS   
 CA0390_PROJECTION: RECESSED 15 CENTIMETERS
 CA0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0390+STABILITY: SURFACE MOTION
 CA0390
 CA0390  HISTORY     - Date     Condition        Report By
 CA0390  HISTORY     - 1943     MONUMENTED       CGS
 CA0390  HISTORY     - 1982     GOOD             NGS
 CA0390
 CA0390                          STATION DESCRIPTION
 CA0390
 CA0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0390'0.3 MI W FROM BANGS.
 CA0390'0.3 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0390'STATION AT BANGS, BROWN COUNTY, AT A ROAD CROSSING, 35 FEET EAST OF
 CA0390'THE CENTERLINE OF THE ROAD, 33.7 FEET SOUTH OF THE SOUTH RAIL OF THE
 CA0390'MAIN TRACK, 4 FEET EAST OF A POLE, AND 2-1/2 FEET SOUTH OF A WHITE
 CA0390'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 382 1943 AND SET IN
 CA0390'THE TOP OF A CONCRETE POST.
 CA0390
 CA0390                          STATION RECOVERY (1982)
 CA0390
 CA0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0390'15.3 KM (9.5 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0390'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, THENCE 0.2 KM (0.1 MI)
 CA0390'SOUTHERLY ALONG NORTH WEST STREET, 11.9 METERS (39.0 FT) EAST OF THE
 CA0390'CENTER OF THE STREET, 11.0 METERS (36.1 FT) NORTH OF THE CENTER OF
 CA0390'WEST KYLE STREET, 6.0 METERS (19.7 FT) SOUTH OF THE NEAR RAIL OF THE
 CA0390'ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 1.2 METERS (3.9 FT) EAST OF
 CA0390'UTILITY POLE NUMBER 1SJ.  NOTE=THE STAMPING ON THE DISK IS ILLEGIBLE.
 CA0390'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 CA0390'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0453 ***********************************************************************
 CT0453  DESIGNATION -  A 383
 CT0453  PID         -  CT0453
 CT0453  STATE/COUNTY-  TX/COLEMAN
 CT0453  USGS QUAD   -  CROSS CUT (1987)
 CT0453
 CT0453                         *CURRENT SURVEY CONTROL
 CT0453  ___________________________________________________________________
 CT0453* NAD 83(1986)-  32 00 18.     (N)    099 13 01.     (W)     SCALED    
 CT0453* NAVD 88     -       483.986  (meters)    1587.88   (feet)  ADJUSTED  
 CT0453  ___________________________________________________________________
 CT0453  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CT0453  DYNAMIC HT  -         483.354 (meters)    1585.80  (feet)  COMP
 CT0453  MODELED GRAV-     979,318.2   (mgal)                       NAVD 88
 CT0453
 CT0453  VERT ORDER  -  SECOND    CLASS 0
 CT0453
 CT0453.The horizontal coordinates were scaled from a topographic map and have
 CT0453.an estimated accuracy of +/- 6 seconds.
 CT0453
 CT0453.The orthometric height was determined by differential leveling
 CT0453.and adjusted by the National Geodetic Survey in June 1991..
 CT0453
 CT0453.The geoid height was determined by GEOID03.
 CT0453
 CT0453.The dynamic height is computed by dividing the NAVD 88
 CT0453.geopotential number by the normal gravity value computed on the
 CT0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0453.degrees latitude (g = 980.6199 gals.).
 CT0453
 CT0453.The modeled gravity was interpolated from observed gravity values.
 CT0453
 CT0453;                    North         East    Units  Estimated Accuracy
 CT0453;SPC TX C     - 3,259,760.      805,490.      MT  (+/- 180 meters Scaled)
 CT0453
 CT0453                          SUPERSEDED SURVEY CONTROL
 CT0453
 CT0453  NGVD 29 (??/??/92)  483.850  (m)         1587.43   (f) ADJ UNCH    2 0
 CT0453
 CT0453.Superseded values are not recommended for survey control.
 CT0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0453.See file dsdata.txt to determine how the superseded data were derived.
 CT0453
 CT0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA795410(NAD 83)
 CT0453_MARKER: DB = BENCH MARK DISK
 CT0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0453_SP_SET: BRIDGE
 CT0453_STAMPING: A 383 1943
 CT0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0453
 CT0453  HISTORY     - Date     Condition        Report By
 CT0453  HISTORY     - 1943     MONUMENTED       CGS
 CT0453
 CT0453                          STATION DESCRIPTION
 CT0453
 CT0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CT0453'0.9 MI N FROM BURKETT.
 CT0453'0.9 MILE NORTH ALONG STATE HIGHWAY 206 FROM THE POST OFFICE AT
 CT0453'BURKETT, AT A CONCRETE BRIDGE.  A DISK, SET IN THE TOP OF THE
 CT0453'SOUTHEAST WING WALL, AND 14 FEET EAST OF THE CENTER LINE OF THE
 CT0453'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2213 ***********************************************************************
 CS2213  DESIGNATION -  A 384
 CS2213  PID         -  CS2213
 CS2213  STATE/COUNTY-  TX/BOSQUE
 CS2213  USGS QUAD   -  BRAZOS POINT (1979)
 CS2213
 CS2213                         *CURRENT SURVEY CONTROL
 CS2213  ___________________________________________________________________
 CS2213* NAD 83(1986)-  32 08 03.     (N)    097 34 26.     (W)     SCALED    
 CS2213* NAVD 88     -       200.841  (meters)     658.93   (feet)  ADJUSTED  
 CS2213  ___________________________________________________________________
 CS2213  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS2213  DYNAMIC HT  -         200.593 (meters)     658.11  (feet)  COMP
 CS2213  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 CS2213
 CS2213  VERT ORDER  -  SECOND    CLASS 0
 CS2213
 CS2213.The horizontal coordinates were scaled from a topographic map and have
 CS2213.an estimated accuracy of +/- 6 seconds.
 CS2213
 CS2213.The orthometric height was determined by differential leveling
 CS2213.and adjusted by the National Geodetic Survey in June 1991..
 CS2213
 CS2213.The geoid height was determined by GEOID03.
 CS2213
 CS2213.The dynamic height is computed by dividing the NAVD 88
 CS2213.geopotential number by the normal gravity value computed on the
 CS2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2213.degrees latitude (g = 980.6199 gals.).
 CS2213
 CS2213.The modeled gravity was interpolated from observed gravity values.
 CS2213
 CS2213;                    North         East    Units  Estimated Accuracy
 CS2213;SPC TX C     - 3,276,790.      960,360.      MT  (+/- 180 meters Scaled)
 CS2213
 CS2213                          SUPERSEDED SURVEY CONTROL
 CS2213
 CS2213  NGVD 29 (??/??/92)  200.816  (m)          658.84   (f) ADJ UNCH    2 0
 CS2213
 CS2213.Superseded values are not recommended for survey control.
 CS2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2213.See file dsdata.txt to determine how the superseded data were derived.
 CS2213
 CS2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA345561(NAD 83)
 CS2213_MARKER: DB = BENCH MARK DISK
 CS2213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2213_SP_SET: CULVERT
 CS2213_STAMPING: A 384 1943
 CS2213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2213
 CS2213  HISTORY     - Date     Condition        Report By
 CS2213  HISTORY     - 1943     MONUMENTED       CGS
 CS2213  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2213
 CS2213                          STATION DESCRIPTION
 CS2213
 CS2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2213'5.1 MI SE FROM BRAZOS POINT.
 CS2213'5.1 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BRAZOS
 CS2213'POINT, AT A 5- BY 10-FOOT CONCRETE AND CEMENT STONE MASONRY BOX
 CS2213'CULVERT.  A DISK SET IN TOP OF THE NORTHWEST END OF THE SOUTHWEST HEAD
 CS2213'WALL, AND 12 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 CS2213
 CS2213                          STATION RECOVERY (2001)
 CS2213
 CS2213'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0853 ***********************************************************************
 CS0853  DESIGNATION -  A 386 RESET 1970
 CS0853  PID         -  CS0853
 CS0853  STATE/COUNTY-  TX/ELLIS
 CS0853  USGS QUAD   -  ENNIS WEST (1978)
 CS0853
 CS0853                         *CURRENT SURVEY CONTROL
 CS0853  ___________________________________________________________________
 CS0853* NAD 83(1986)-  32 17 55.     (N)    096 38 33.     (W)     SCALED    
 CS0853* NAVD 88     -       150.41   (meters)     493.5    (feet)  RESET     
 CS0853  ___________________________________________________________________
 CS0853  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CS0853
 CS0853  VERT ORDER  -  THIRD
 CS0853
 CS0853.The horizontal coordinates were scaled from a topographic map and have
 CS0853.an estimated accuracy of +/- 6 seconds.
 CS0853
 CS0853.The orthometric height was computed from unverified reset data.
 CS0853
 CS0853.The geoid height was determined by GEOID03.
 CS0853
 CS0853;                    North         East    Units  Estimated Accuracy
 CS0853;SPC TXNC     - 2,071,620.      774,930.      MT  (+/- 180 meters Scaled)
 CS0853
 CS0853                          SUPERSEDED SURVEY CONTROL
 CS0853
 CS0853.No superseded survey control is available for this station.
 CS0853
 CS0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA219759(NAD 83)
 CS0853_MARKER: DB = BENCH MARK DISK
 CS0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0853_STAMPING: A 386 RESET 1970
 CS0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0853+STABILITY: SURFACE MOTION
 CS0853
 CS0853  HISTORY     - Date     Condition        Report By
 CS0853  HISTORY     - 1970     MONUMENTED       NGS
 CS0853  HISTORY     - 20020126 GOOD             USPSQD
 CS0853
 CS0853                          STATION DESCRIPTION
 CS0853
 CS0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CS0853'2.9 MI SW FROM ENNIS.
 CS0853'ABOUT 2.6 MILES SOUTH AND WEST ALONG STATE HIGHWAY 34 FROM THE
 CS0853'JUNCTION OF U.S. HIGHWAY 287 IN ENNIS TO SITE OF BENCH MARK, 100 FEET
 CS0853'SOUTEAST OF THE HIGHWAY CENTER LINE, 42 FEET SOUTHWEST OF A ROAD
 CS0853'LEADING SOUTHEAST TO LOVE PARK, 1 FOOT EAST OF A METAL WITNESS POST
 CS0853'AND 6 INCHES NORTH OF THE RIGHT-OF-WAY FENCE.  A C AND GS BENCH MARK
 CS0853'DISK SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CS0853'GROUND.
 CS0853
 CS0853                          STATION RECOVERY (2002)
 CS0853
 CS0853'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0529 ***********************************************************************
 CS0529  DESIGNATION -  A 387
 CS0529  PID         -  CS0529
 CS0529  STATE/COUNTY-  TX/NAVARRO
 CS0529  USGS QUAD   -  BAZETTE (1976)
 CS0529
 CS0529                         *CURRENT SURVEY CONTROL
 CS0529  ___________________________________________________________________
 CS0529* NAD 83(1986)-  32 08 24.     (N)    096 20 38.     (W)     SCALED    
 CS0529* NAVD 88     -       117.091  (meters)     384.16   (feet)  ADJUSTED  
 CS0529  ___________________________________________________________________
 CS0529  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0529  DYNAMIC HT  -         116.955 (meters)     383.71  (feet)  COMP
 CS0529  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 CS0529
 CS0529  VERT ORDER  -  SECOND    CLASS 0
 CS0529
 CS0529.The horizontal coordinates were scaled from a topographic map and have
 CS0529.an estimated accuracy of +/- 6 seconds.
 CS0529
 CS0529.The orthometric height was determined by differential leveling
 CS0529.and adjusted by the National Geodetic Survey in June 1991..
 CS0529
 CS0529.The geoid height was determined by GEOID03.
 CS0529
 CS0529.The dynamic height is computed by dividing the NAVD 88
 CS0529.geopotential number by the normal gravity value computed on the
 CS0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0529.degrees latitude (g = 980.6199 gals.).
 CS0529
 CS0529.The modeled gravity was interpolated from observed gravity values.
 CS0529
 CS0529;                    North         East    Units  Estimated Accuracy
 CS0529;SPC TXNC     - 2,054,580.      803,410.      MT  (+/- 180 meters Scaled)
 CS0529
 CS0529                          SUPERSEDED SURVEY CONTROL
 CS0529
 CS0529  NGVD 29 (??/??/92)  117.09   (m)          384.2    (f) COMPUTED    2 0
 CS0529
 CS0529.Superseded values are not recommended for survey control.
 CS0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0529.See file dsdata.txt to determine how the superseded data were derived.
 CS0529
 CS0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA505590(NAD 83)
 CS0529_MARKER: DB = BENCH MARK DISK
 CS0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0529_STAMPING: A 387 1946
 CS0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0529+STABILITY: SURFACE MOTION
 CS0529
 CS0529  HISTORY     - Date     Condition        Report By
 CS0529  HISTORY     - 1946     MONUMENTED       CGS
 CS0529  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0529
 CS0529                          STATION DESCRIPTION
 CS0529
 CS0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0529'1.8 MI NW FROM POWELL.
 CS0529'1.8 MILE NORTHWEST ALONG A CONCRETE AND DIRT ROAD FROM THE HIGH SCHOOL
 CS0529'AT POWELL, 0.25 MILE NORTHWEST OF THE ABRUPT END OF THE CONCRETE
 CS0529'PORTION OF THE ROAD, 0.1 MILE SOUTHEAST OF A FRAME FARM HOUSE, 183.0
 CS0529'FEET NORTHWEST OF THE NORTHWEST END OF A WOODEN BRIDGE OVER A CREEK,
 CS0529'34.0 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 2.3 FEET SOUTHEAST OF A
 CS0529'REFERENCE POST, SET IN A CONCRETE POST ABOUT 1 FOOT ABOVE THE ROAD AND
 CS0529'PROJECTING 0.1 FOOT.  NOTE-- THE UP-ROOTED WITNESS POST WAS FOUND IN
 CS0529'THE AREA.  THE DRAINAGE DITCH IN THE VICINITY OF THE SITE HAS UNDERCUT
 CS0529'AND PUSHED IN THE BANKS, AND IT IS COVERED UP OR DESTROYED.
 CS0529
 CS0529                          STATION RECOVERY (1961)
 CS0529
 CS0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0487 ***********************************************************************
 CS0487  DESIGNATION -  A 388
 CS0487  PID         -  CS0487
 CS0487  STATE/COUNTY-  TX/NAVARRO
 CS0487  USGS QUAD   -  ROSSER SW (1962)
 CS0487
 CS0487                         *CURRENT SURVEY CONTROL
 CS0487  ___________________________________________________________________
 CS0487* NAD 83(1986)-  32 15 08.     (N)    096 23 56.     (W)     SCALED    
 CS0487* NAVD 88     -       131.212  (meters)     430.48   (feet)  ADJUSTED  
 CS0487  ___________________________________________________________________
 CS0487  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0487  DYNAMIC HT  -         131.062 (meters)     429.99  (feet)  COMP
 CS0487  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CS0487
 CS0487  VERT ORDER  -  SECOND    CLASS 0
 CS0487
 CS0487.The horizontal coordinates were scaled from a topographic map and have
 CS0487.an estimated accuracy of +/- 6 seconds.
 CS0487
 CS0487.The orthometric height was determined by differential leveling
 CS0487.and adjusted by the National Geodetic Survey in June 1991..
 CS0487
 CS0487.The geoid height was determined by GEOID03.
 CS0487
 CS0487.The dynamic height is computed by dividing the NAVD 88
 CS0487.geopotential number by the normal gravity value computed on the
 CS0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0487.degrees latitude (g = 980.6199 gals.).
 CS0487
 CS0487.The modeled gravity was interpolated from observed gravity values.
 CS0487
 CS0487;                    North         East    Units  Estimated Accuracy
 CS0487;SPC TXNC     - 2,066,910.      797,980.      MT  (+/- 180 meters Scaled)
 CS0487
 CS0487                          SUPERSEDED SURVEY CONTROL
 CS0487
 CS0487  NGVD 29 (??/??/92)  131.215  (m)          430.49   (f) ADJ UNCH    2 0
 CS0487
 CS0487.Superseded values are not recommended for survey control.
 CS0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0487.See file dsdata.txt to determine how the superseded data were derived.
 CS0487
 CS0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA450713(NAD 83)
 CS0487_MARKER: DB = BENCH MARK DISK
 CS0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0487_STAMPING: A 388 1946
 CS0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0487+STABILITY: SURFACE MOTION
 CS0487
 CS0487  HISTORY     - Date     Condition        Report By
 CS0487  HISTORY     - 1946     MONUMENTED       CGS
 CS0487  HISTORY     - 1961     GOOD             USGS
 CS0487
 CS0487                          STATION DESCRIPTION
 CS0487
 CS0487'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CS0487'0.98 MI NE FROM CHATFIELD.
 CS0487'0.98 MILES NORTHEAST ALONG TEXAS STATE FARM ROAD 1604 FROM THE
 CS0487'METHODIST CHURCH IN CHATFIELD, NAVARRO COUNTY, 0.19 MILES SOUTHWEST
 CS0487'ALONG STATE FARM ROAD 1604 FROM THE JUNCTION OF FARM ROAD 1604 WITH
 CS0487'FARM ROAD 1129 AT THE TOP OF A SMALL HILL AT A FENCE NORTH, 39.92 FEET
 CS0487'NORTH OF THE CENTERLINE OF FARM ROAD 1604, 7.75 FEET NORTHEAST OF A
 CS0487'FENCE CORNER.  A STANDARD DISK, STAMPED A 388 1946 AND SET IN THE TOP
 CS0487'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0743 ***********************************************************************
 CS0743  DESIGNATION -  A 389
 CS0743  PID         -  CS0743
 CS0743  STATE/COUNTY-  TX/ELLIS
 CS0743  USGS QUAD   -  WAXAHACHIE (1978)
 CS0743
 CS0743                         *CURRENT SURVEY CONTROL
 CS0743  ___________________________________________________________________
 CS0743* NAD 83(1986)-  32 23 03.     (N)    096 50 14.     (W)     SCALED    
 CS0743* NAVD 88     -       167.849  (meters)     550.68   (feet)  ADJUSTED  
 CS0743  ___________________________________________________________________
 CS0743  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS0743  DYNAMIC HT  -         167.650 (meters)     550.03  (feet)  COMP
 CS0743  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 CS0743
 CS0743  VERT ORDER  -  SECOND    CLASS 0
 CS0743
 CS0743.The horizontal coordinates were scaled from a topographic map and have
 CS0743.an estimated accuracy of +/- 6 seconds.
 CS0743
 CS0743.The orthometric height was determined by differential leveling
 CS0743.and adjusted by the National Geodetic Survey in June 1991..
 CS0743
 CS0743.The geoid height was determined by GEOID03.
 CS0743
 CS0743.The dynamic height is computed by dividing the NAVD 88
 CS0743.geopotential number by the normal gravity value computed on the
 CS0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0743.degrees latitude (g = 980.6199 gals.).
 CS0743
 CS0743.The modeled gravity was interpolated from observed gravity values.
 CS0743
 CS0743;                    North         East    Units  Estimated Accuracy
 CS0743;SPC TXNC     - 2,080,800.      756,450.      MT  (+/- 180 meters Scaled)
 CS0743
 CS0743                          SUPERSEDED SURVEY CONTROL
 CS0743
 CS0743  NGVD 29 (??/??/92)  167.839  (m)          550.65   (f) ADJ UNCH    2 0
 CS0743
 CS0743.Superseded values are not recommended for survey control.
 CS0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0743.See file dsdata.txt to determine how the superseded data were derived.
 CS0743
 CS0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA034850(NAD 83)
 CS0743_MARKER: DB = BENCH MARK DISK
 CS0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0743_SP_SET: CULVERT
 CS0743_STAMPING: A 389 1946
 CS0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS0743+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2002
 CS0743
 CS0743  HISTORY     - Date     Condition        Report By
 CS0743  HISTORY     - 1946     MONUMENTED       CGS
 CS0743  HISTORY     - 1966     GOOD             NGS
 CS0743  HISTORY     - 20020126 GOOD             USPSQD
 CS0743
 CS0743                          STATION DESCRIPTION
 CS0743
 CS0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0743'0.5 MI SE FROM WAXAHACHIE.
 CS0743'0.5 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0743'STATION AT WAXAHACHIE, ELLIS COUNTY, 225 FEET EAST OF MILE POST 11,
 CS0743'300 FEET SOUTHWEST OF A SCHOOL BUILDING, 30 FEET SOUTH OF THE CENTER
 CS0743'LINE OF THE TRACK, AT A 12-FOOT CONCRETE CULVERT, IN THE TOP OF THE
 CS0743'EAST END OF THE SOUTHEAST HEAD WALL, AND ABOUT 12 FEET LOWER THAN THE
 CS0743'TRACK.  A STANDARD DISK, STAMPED A 389 1946.
 CS0743
 CS0743                          STATION RECOVERY (2002)
 CS0743
 CS0743'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0500 ***********************************************************************
 CS0500  DESIGNATION -  A 390
 CS0500  PID         -  CS0500
 CS0500  STATE/COUNTY-  TX/NAVARRO
 CS0500  USGS QUAD   -  KERENS (1981)
 CS0500
 CS0500                         *CURRENT SURVEY CONTROL
 CS0500  ___________________________________________________________________
 CS0500* NAD 83(1986)-  32 08 23.     (N)    096 14 17.     (W)     SCALED    
 CS0500* NAVD 88     -       113.161  (meters)     371.26   (feet)  ADJUSTED  
 CS0500  ___________________________________________________________________
 CS0500  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0500  DYNAMIC HT  -         113.030 (meters)     370.83  (feet)  COMP
 CS0500  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 CS0500
 CS0500  VERT ORDER  -  SECOND    CLASS 0
 CS0500
 CS0500.The horizontal coordinates were scaled from a topographic map and have
 CS0500.an estimated accuracy of +/- 6 seconds.
 CS0500
 CS0500.The orthometric height was determined by differential leveling
 CS0500.and adjusted by the National Geodetic Survey in June 1991..
 CS0500
 CS0500.The geoid height was determined by GEOID03.
 CS0500
 CS0500.The dynamic height is computed by dividing the NAVD 88
 CS0500.geopotential number by the normal gravity value computed on the
 CS0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0500.degrees latitude (g = 980.6199 gals.).
 CS0500
 CS0500.The modeled gravity was interpolated from observed gravity values.
 CS0500
 CS0500;                    North         East    Units  Estimated Accuracy
 CS0500;SPC TXNC     - 2,054,760.      813,400.      MT  (+/- 180 meters Scaled)
 CS0500
 CS0500                          SUPERSEDED SURVEY CONTROL
 CS0500
 CS0500  NGVD 29 (??/??/92)  113.17   (m)          371.3    (f) COMPUTED    2 0
 CS0500
 CS0500.Superseded values are not recommended for survey control.
 CS0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0500.See file dsdata.txt to determine how the superseded data were derived.
 CS0500
 CS0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA605592(NAD 83)
 CS0500_MARKER: DB = BENCH MARK DISK
 CS0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0500_STAMPING: A 390 1947
 CS0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0500+STABILITY: SURFACE MOTION
 CS0500
 CS0500  HISTORY     - Date     Condition        Report By
 CS0500  HISTORY     - 1947     MONUMENTED       CGS
 CS0500
 CS0500                          STATION DESCRIPTION
 CS0500
 CS0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0500'1.0 MI NW FROM KERENS.
 CS0500'TO REACH FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT KERENS,
 CS0500'PROCEED 0.1 MILE NORTH, THENCE 0.3 MILE WEST AND 0.6 MILE NORTHWEST
 CS0500'ALONG THE KERENS-BAZETTE ROAD, BENCH MARK IS AT THE WEST CORNER OF A
 CS0500'BARBED WIRE FENCE WHICH IS AROUND A LARGE POWER LINE TRANSFORMER
 CS0500'STATION, 100.8 FEET NORTHWEST OF THE WEST CORNER OF THE WOVEN WIRE
 CS0500'FENCE AROUND THE MAIN STATION, 42.0 FEET WEST OF THE WEST CORNER OF A
 CS0500'WOVEN WIRE FENCE AROUND A SMALLER SUB-STATION, 35.0 FEET NORTHEAST OF
 CS0500'THE CENTER OF THE ROAD, 10.5 FEET NORTHEAST OF A FENCE CORNER POST,
 CS0500'1.7 FOOT NORTHEAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 CS0500'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1539 ***********************************************************************
 CS1539  DESIGNATION -  A 391
 CS1539  PID         -  CS1539
 CS1539  STATE/COUNTY-  TX/TARRANT
 CS1539  USGS QUAD   -  HALTOM CITY (1981)
 CS1539
 CS1539                         *CURRENT SURVEY CONTROL
 CS1539  ___________________________________________________________________
 CS1539* NAD 83(1986)-  32 51 32.     (N)    097 21 42.     (W)     SCALED    
 CS1539* NAVD 88     -       221.093  (meters)     725.37   (feet)  ADJUSTED  
 CS1539  ___________________________________________________________________
 CS1539  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1539  DYNAMIC HT  -         220.833 (meters)     724.52  (feet)  COMP
 CS1539  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 CS1539
 CS1539  VERT ORDER  -  FIRST     CLASS II
 CS1539
 CS1539.The horizontal coordinates were scaled from a topographic map and have
 CS1539.an estimated accuracy of +/- 6 seconds.
 CS1539
 CS1539.The orthometric height was determined by differential leveling
 CS1539.and adjusted by the National Geodetic Survey in June 1991..
 CS1539
 CS1539.The geoid height was determined by GEOID03.
 CS1539
 CS1539.The dynamic height is computed by dividing the NAVD 88
 CS1539.geopotential number by the normal gravity value computed on the
 CS1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1539.degrees latitude (g = 980.6199 gals.).
 CS1539
 CS1539.The modeled gravity was interpolated from observed gravity values.
 CS1539
 CS1539;                    North         East    Units  Estimated Accuracy
 CS1539;SPC TXNC     - 2,132,780.      706,540.      MT  (+/- 180 meters Scaled)
 CS1539
 CS1539                          SUPERSEDED SURVEY CONTROL
 CS1539
 CS1539  NGVD 29 (??/??/92)  221.074  (m)          725.31   (f) ADJ UNCH    1 2
 CS1539
 CS1539.Superseded values are not recommended for survey control.
 CS1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1539.See file dsdata.txt to determine how the superseded data were derived.
 CS1539
 CS1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB532368(NAD 83)
 CS1539_MARKER: DB = BENCH MARK DISK
 CS1539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1539_SP_SET: SEMEPHORE
 CS1539_STAMPING: A 391 1947
 CS1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1539
 CS1539  HISTORY     - Date     Condition        Report By
 CS1539  HISTORY     - 1947     MONUMENTED       CGS
 CS1539  HISTORY     - 1957     GOOD             NGS
 CS1539  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1539  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1539
 CS1539                          STATION DESCRIPTION
 CS1539
 CS1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1539'IN SAGINAW.
 CS1539'IN SAGINAW, ABOUT 1 BLOCK SOUTHEAST OF THE TRAFFIC LIGHT AND ROAD
 CS1539'CROSSING, ACROSS THE TRACKS TO THE EAST FROM A SMALL RAILROAD
 CS1539'STOREHOUSE AND CAR SHED IN THE WEST SHOULDER OF THE FILL AT THE SECOND
 CS1539'SET OF TRACKS, ABOUT 225 FEET EAST OF THE CENTERLINE OF THE HIGHWAY 53
 CS1539'FEET SOUTH OF SEMEPHORE NO.N 941.  IT IS ABOUT MIDWAY BETWEEN THE ROAD
 CS1539'CROSSING, ABOUT 400 FEET NORTH AND THE CROSSING OF THE SANTA FE OVER
 CS1539'THE F.W. AND D.C. AND THE C.R.I. AND P. RAILROADS ABOUT 390 FEET
 CS1539'SOUTH.  A STANDARD DISK STAMPED A 391 1947 IN THE CONCRETE BASE OF AN
 CS1539'OLD SEMEPHORE WHICH IS FLUSH WITH THE SHOULDER OF THE FILL.
 CS1539
 CS1539                          STATION RECOVERY (1984)
 CS1539
 CS1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1539'THERE HAS BEEN EXTENSIVE GRADING IN THIS AREA.
 CS1539
 CS1539                          STATION RECOVERY (1995)
 CS1539
 CS1539'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0464 ***********************************************************************
 CS0464  DESIGNATION -  A 392
 CS0464  PID         -  CS0464
 CS0464  STATE/COUNTY-  TX/HENDERSON
 CS0464  USGS QUAD   -  MABANK (1981)
 CS0464
 CS0464                         *CURRENT SURVEY CONTROL
 CS0464  ___________________________________________________________________
 CS0464* NAD 83(1986)-  32 21 15.     (N)    096 06 17.     (W)     SCALED    
 CS0464* NAVD 88     -       124.106  (meters)     407.17   (feet)  ADJUSTED  
 CS0464  ___________________________________________________________________
 CS0464  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0464  DYNAMIC HT  -         123.965 (meters)     406.71  (feet)  COMP
 CS0464  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 CS0464
 CS0464  VERT ORDER  -  SECOND    CLASS 0
 CS0464
 CS0464.The horizontal coordinates were scaled from a topographic map and have
 CS0464.an estimated accuracy of +/- 6 seconds.
 CS0464
 CS0464.The orthometric height was determined by differential leveling
 CS0464.and adjusted by the National Geodetic Survey in June 1991..
 CS0464
 CS0464.The geoid height was determined by GEOID03.
 CS0464
 CS0464.The dynamic height is computed by dividing the NAVD 88
 CS0464.geopotential number by the normal gravity value computed on the
 CS0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0464.degrees latitude (g = 980.6199 gals.).
 CS0464
 CS0464.The modeled gravity was interpolated from observed gravity values.
 CS0464
 CS0464;                    North         East    Units  Estimated Accuracy
 CS0464;SPC TXNC     - 2,078,810.      825,430.      MT  (+/- 180 meters Scaled)
 CS0464
 CS0464                          SUPERSEDED SURVEY CONTROL
 CS0464
 CS0464  NGVD 29 (??/??/92)  124.11   (m)          407.2    (f) COMPUTED    2 0
 CS0464
 CS0464.Superseded values are not recommended for survey control.
 CS0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0464.See file dsdata.txt to determine how the superseded data were derived.
 CS0464
 CS0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA724833(NAD 83)
 CS0464_MARKER: DB = BENCH MARK DISK
 CS0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0464_STAMPING: A 392 1947
 CS0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0464+STABILITY: SURFACE MOTION
 CS0464
 CS0464  HISTORY     - Date     Condition        Report By
 CS0464  HISTORY     - 1947     MONUMENTED       CGS
 CS0464  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CS0464
 CS0464                          STATION DESCRIPTION
 CS0464
 CS0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0464'0.8 MI SW FROM MABANK.
 CS0464'0.8 MILE SOUTHWEST ALONG A FARM TO MARKET ROAD FROM THE TEXAS AND NEW
 CS0464'ORLEANS RAILROAD STATION AT MABANK, AT THE TOP OF A HILL AND DIRECTLY
 CS0464'ACROSS THE ROAD FROM THE SOUTHWEST SIDE OF A FARM HOUSE, 45 FEET
 CS0464'SOUTHWEST OF POWER POLE 32/16, 33 FEET SOUTHEAST OF THE CENTER LINE OF
 CS0464'THE ROAD, 2 FEET SOUTHWEST OF A 4X4 MARKER POST, ABOUT 1 FOOT ABOVE
 CS0464'THE SURFACE OF THE ROAD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS0464'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0464
 CS0464                          STATION RECOVERY (2004)
 CS0464
 CS0464'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CS0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0479 ***********************************************************************
 CS0479  DESIGNATION -  A 396
 CS0479  PID         -  CS0479
 CS0479  STATE/COUNTY-  TX/HENDERSON
 CS0479  USGS QUAD   -  MALAKOFF (1981)
 CS0479
 CS0479                         *CURRENT SURVEY CONTROL
 CS0479  ___________________________________________________________________
 CS0479* NAD 83(1986)-  32 12 56.     (N)    096 06 48.     (W)     SCALED    
 CS0479* NAVD 88     -       102.300  (meters)     335.63   (feet)  ADJUSTED  
 CS0479  ___________________________________________________________________
 CS0479  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0479  DYNAMIC HT  -         102.183 (meters)     335.25  (feet)  COMP
 CS0479  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CS0479
 CS0479  VERT ORDER  -  SECOND    CLASS 0
 CS0479
 CS0479.The horizontal coordinates were scaled from a topographic map and have
 CS0479.an estimated accuracy of +/- 6 seconds.
 CS0479
 CS0479.The orthometric height was determined by differential leveling
 CS0479.and adjusted by the National Geodetic Survey in June 1991..
 CS0479
 CS0479.The geoid height was determined by GEOID03.
 CS0479
 CS0479.The dynamic height is computed by dividing the NAVD 88
 CS0479.geopotential number by the normal gravity value computed on the
 CS0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0479.degrees latitude (g = 980.6199 gals.).
 CS0479
 CS0479.The modeled gravity was interpolated from observed gravity values.
 CS0479
 CS0479;                    North         East    Units  Estimated Accuracy
 CS0479;SPC TXNC     - 2,063,420.      824,970.      MT  (+/- 180 meters Scaled)
 CS0479
 CS0479                          SUPERSEDED SURVEY CONTROL
 CS0479
 CS0479  NGVD 29 (??/??/92)  102.307  (m)          335.65   (f) ADJ UNCH    2 0
 CS0479
 CS0479.Superseded values are not recommended for survey control.
 CS0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0479.See file dsdata.txt to determine how the superseded data were derived.
 CS0479
 CS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA720679(NAD 83)
 CS0479_MARKER: DB = BENCH MARK DISK
 CS0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0479_STAMPING: A 396 1947
 CS0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0479+STABILITY: SURFACE MOTION
 CS0479
 CS0479  HISTORY     - Date     Condition        Report By
 CS0479  HISTORY     - 1947     MONUMENTED       CGS
 CS0479  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS0479
 CS0479                          STATION DESCRIPTION
 CS0479
 CS0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0479'6.9 MI NW FROM TRINIDAD.
 CS0479'5.7 MILES NORTHWEST ALONG STATE HIGHWAY 274 FROM THE ST. LOUIS
 CS0479'SOUTHWESTERN RAILROAD STATION AT TRINIDAD, THENCE 1.2 MILES EAST ALONG
 CS0479'A DIRT ROAD TO A ROAD JUNCTION WITH A DIRT ROAD LEADING NORTH AND THE
 CS0479'SITE OF THE MARK, 26 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 CS0479'ROAD, DIRECTLY IN LINE WITH THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 CS0479'8 FEET SOUTHEAST OF A POWER POLE, 6 FEET SOUTHEAST OF A FENCE CORNER,
 CS0479'5 FEET SOUTH OF THE RIGHT OF WAY FENCE, 3 FEET WEST OF A 4X4 MARKER
 CS0479'POST, 2 FEET ABOVE THE ROAD.  A BRONZE DISK SET IN THE TOP OF A
 CS0479'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0479
 CS0479                          STATION RECOVERY (1995)
 CS0479
 CS0479'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0602 ***********************************************************************
 CR0602  DESIGNATION -  A 397
 CR0602  PID         -  CR0602
 CR0602  STATE/COUNTY-  TX/HENDERSON
 CR0602  USGS QUAD   -  CROSS ROADS (1984)
 CR0602
 CR0602                         *CURRENT SURVEY CONTROL
 CR0602  ___________________________________________________________________
 CR0602* NAD 83(1986)-  32 03 42.     (N)    095 57 17.     (W)     SCALED    
 CR0602* NAVD 88     -       118.006  (meters)     387.16   (feet)  ADJUSTED  
 CR0602  ___________________________________________________________________
 CR0602  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CR0602  DYNAMIC HT  -         117.868 (meters)     386.71  (feet)  COMP
 CR0602  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 CR0602
 CR0602  VERT ORDER  -  SECOND    CLASS 0
 CR0602
 CR0602.The horizontal coordinates were scaled from a topographic map and have
 CR0602.an estimated accuracy of +/- 6 seconds.
 CR0602
 CR0602.The orthometric height was determined by differential leveling
 CR0602.and adjusted by the National Geodetic Survey in June 1991..
 CR0602
 CR0602.The geoid height was determined by GEOID03.
 CR0602
 CR0602.The dynamic height is computed by dividing the NAVD 88
 CR0602.geopotential number by the normal gravity value computed on the
 CR0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0602.degrees latitude (g = 980.6199 gals.).
 CR0602
 CR0602.The modeled gravity was interpolated from observed gravity values.
 CR0602
 CR0602;                    North         East    Units  Estimated Accuracy
 CR0602;SPC TXNC     - 2,046,720.      840,330.      MT  (+/- 180 meters Scaled)
 CR0602
 CR0602                          SUPERSEDED SURVEY CONTROL
 CR0602
 CR0602  NGVD 29 (??/??/92)  118.008  (m)          387.16   (f) ADJ UNCH    2 0
 CR0602
 CR0602.Superseded values are not recommended for survey control.
 CR0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0602.See file dsdata.txt to determine how the superseded data were derived.
 CR0602
 CR0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR210510(NAD 83)
 CR0602_MARKER: DB = BENCH MARK DISK
 CR0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0602_STAMPING: A 397 1947
 CR0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0602+STABILITY: SURFACE MOTION
 CR0602
 CR0602  HISTORY     - Date     Condition        Report By
 CR0602  HISTORY     - 1947     MONUMENTED       CGS
 CR0602
 CR0602                          STATION DESCRIPTION
 CR0602
 CR0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0602'1.0 MI NE FROM CROSS ROADS.
 CR0602'1.0 MILE NORTHEAST ALONG FARM HIGHWAY NO. 59 FROM THE CROSS ROADS
 CR0602'SCHOOL AT CROSS ROADS, AT THE JUNCTION OF A DIRT ROAD LEADING EAST,
 CR0602'110.0 FEET NORTHEAST OF A POWER LINE POLE WHICH IS AT A POWER LINE
 CR0602'JUNCTION, 96.0 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING
 CR0602'EAST, 50.0 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 2.5 FEET
 CR0602'NORTHEAST OF A REFERENCE POST, 1.0 FOOT NORTHWEST OF THE SOUTHEAST
 CR0602'RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE
 CR0602'HIGHWAY AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2344 ***********************************************************************
 BY2344  DESIGNATION -  A 398
 BY2344  PID         -  BY2344
 BY2344  STATE/COUNTY-  TX/ANDERSON
 BY2344  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2344
 BY2344                         *CURRENT SURVEY CONTROL
 BY2344  ___________________________________________________________________
 BY2344* NAD 83(1986)-  31 47 42.     (N)    095 51 14.     (W)     SCALED    
 BY2344* NAVD 88     -        70.913  (meters)     232.65   (feet)  ADJUSTED  
 BY2344  ___________________________________________________________________
 BY2344  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BY2344  DYNAMIC HT  -          70.828 (meters)     232.37  (feet)  COMP
 BY2344  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 BY2344
 BY2344  VERT ORDER  -  SECOND    CLASS 0
 BY2344
 BY2344.The horizontal coordinates were scaled from a topographic map and have
 BY2344.an estimated accuracy of +/- 6 seconds.
 BY2344
 BY2344.The orthometric height was determined by differential leveling
 BY2344.and adjusted by the National Geodetic Survey in June 1991..
 BY2344
 BY2344.The geoid height was determined by GEOID03.
 BY2344
 BY2344.The dynamic height is computed by dividing the NAVD 88
 BY2344.geopotential number by the normal gravity value computed on the
 BY2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2344.degrees latitude (g = 980.6199 gals.).
 BY2344
 BY2344.The modeled gravity was interpolated from observed gravity values.
 BY2344
 BY2344;                    North         East    Units  Estimated Accuracy
 BY2344;SPC TX C     - 3,244,490.    1,124,090.      MT  (+/- 180 meters Scaled)
 BY2344
 BY2344                          SUPERSEDED SURVEY CONTROL
 BY2344
 BY2344  NGVD 29 (??/??/92)   70.896  (m)          232.60   (f) ADJ UNCH    2 0
 BY2344
 BY2344.Superseded values are not recommended for survey control.
 BY2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2344.See file dsdata.txt to determine how the superseded data were derived.
 BY2344
 BY2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR297212(NAD 83)
 BY2344_MARKER: DB = BENCH MARK DISK
 BY2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2344_STAMPING: A 398 1947
 BY2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2344+STABILITY: SURFACE MOTION
 BY2344
 BY2344  HISTORY     - Date     Condition        Report By
 BY2344  HISTORY     - 1947     MONUMENTED       CGS
 BY2344  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2344
 BY2344                          STATION DESCRIPTION
 BY2344
 BY2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2344'5.2 MI S FROM TENNESSEE COLONY.
 BY2344'3.2 MILES SOUTHEAST ALONG A COUNTY ROAD LEADING TO TUCKER FROM THE
 BY2344'SCHOOL AT TENNESSEE COLONY, THENCE 2.0 MILES WEST ALONG A NARROW ROAD
 BY2344'TO THE SITE OF THE MARK, AT A FENCE CORNER, 25 FEET SOUTH OF THE
 BY2344'CENTER LINE OF THE ROAD, 15 FEET EAST OF A FENCE CORNER, 2 FEET SOUTH
 BY2344'OF A WIRE FENCE, 2 FEET WEST OF A 4X4 MARKER POST.  A BRONZE DISK SET
 BY2344'IN THE TOP OF A CONCRETE POST.
 BY2344
 BY2344                          STATION RECOVERY (1977)
 BY2344
 BY2344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2339 ***********************************************************************
 BY2339  DESIGNATION -  A 400
 BY2339  PID         -  BY2339
 BY2339  STATE/COUNTY-  TX/FREESTONE
 BY2339  USGS QUAD   -  YARD (1982)
 BY2339
 BY2339                         *CURRENT SURVEY CONTROL
 BY2339  ___________________________________________________________________
 BY2339* NAD 83(1986)-  31 45 14.     (N)    095 53 01.     (W)     SCALED    
 BY2339* NAVD 88     -        69.340  (meters)     227.49   (feet)  ADJUSTED  
 BY2339  ___________________________________________________________________
 BY2339  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BY2339  DYNAMIC HT  -          69.257 (meters)     227.22  (feet)  COMP
 BY2339  MODELED GRAV-     979,444.6   (mgal)                       NAVD 88
 BY2339
 BY2339  VERT ORDER  -  SECOND    CLASS 0
 BY2339
 BY2339.The horizontal coordinates were scaled from a topographic map and have
 BY2339.an estimated accuracy of +/- 6 seconds.
 BY2339
 BY2339.The orthometric height was determined by differential leveling
 BY2339.and adjusted by the National Geodetic Survey in June 1991..
 BY2339
 BY2339.The geoid height was determined by GEOID03.
 BY2339
 BY2339.The dynamic height is computed by dividing the NAVD 88
 BY2339.geopotential number by the normal gravity value computed on the
 BY2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2339.degrees latitude (g = 980.6199 gals.).
 BY2339
 BY2339.The modeled gravity was interpolated from observed gravity values.
 BY2339
 BY2339;                    North         East    Units  Estimated Accuracy
 BY2339;SPC TX C     - 3,239,820.    1,121,460.      MT  (+/- 180 meters Scaled)
 BY2339
 BY2339                          SUPERSEDED SURVEY CONTROL
 BY2339
 BY2339  NGVD 29 (??/??/92)   69.324  (m)          227.44   (f) ADJ UNCH    2 0
 BY2339
 BY2339.Superseded values are not recommended for survey control.
 BY2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2339.See file dsdata.txt to determine how the superseded data were derived.
 BY2339
 BY2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR268167(NAD 83)
 BY2339_MARKER: DB = BENCH MARK DISK
 BY2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2339_STAMPING: A 400 1947
 BY2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2339+STABILITY: SURFACE MOTION
 BY2339
 BY2339  HISTORY     - Date     Condition        Report By
 BY2339  HISTORY     - 1947     MONUMENTED       CGS
 BY2339
 BY2339                          STATION DESCRIPTION
 BY2339
 BY2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2339'15.8 MI NW FROM LONG LAKE.
 BY2339'3.0 MILES WEST ALONG U.S. HIGHWAY NO. 84 FROM THE RAILROAD WATER TANK
 BY2339'AT LONG LAKE THENCE 9.0 MILES NORTHWEST ALONG A COUNTY ROAD TO SAND
 BY2339'HILL SCHOOL THENCE 1.0 MILE NORTH ALONG A COUNTY ROAD THENCE 2.8 MILES
 BY2339'EAST ALONG THE RIGHT-OF-WAY OF THE HUMBLE OIL CO. PIPE LINE. ON THE F.
 BY2339'E. HILL CO. FARM.  0.3 MILE WEST OF A FOOT BRIDGE OVER TRINITY RIVER.
 BY2339'8 FEET SOUTHEAST OF THE SOUTHEAST END OF A WOODEN GATE. 2 FEET EAST OF
 BY2339'A WIRE FENCE.  2 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1817 ***********************************************************************
 BY1817  DESIGNATION -  A 401
 BY1817  PID         -  BY1817
 BY1817  STATE/COUNTY-  TX/HOUSTON
 BY1817  USGS QUAD   -  HALLS BLUFF (1972)
 BY1817
 BY1817                         *CURRENT SURVEY CONTROL
 BY1817  ___________________________________________________________________
 BY1817* NAD 83(1986)-  31 22 13.     (N)    095 38 25.     (W)     SCALED    
 BY1817* NAVD 88     -        91.56   (+/-2cm)     300.4    (feet)  VERTCON   
 BY1817  ___________________________________________________________________
 BY1817  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY1817
 BY1817  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1817
 BY1817.The horizontal coordinates were scaled from a topographic map and have
 BY1817.an estimated accuracy of +/- 6 seconds.
 BY1817
 BY1817.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1817.The vertical order pertains to the NGVD 29 superseded value.
 BY1817
 BY1817.The geoid height was determined by GEOID03.
 BY1817
 BY1817;                    North         East    Units  Estimated Accuracy
 BY1817;SPC TX C     - 3,198,270.    1,146,290.      MT  (+/- 180 meters Scaled)
 BY1817
 BY1817                          SUPERSEDED SURVEY CONTROL
 BY1817
 BY1817  NGVD 29 (??/??/92)   91.548  (m)          300.35   (f) ADJ UNCH    2 0
 BY1817
 BY1817.Superseded values are not recommended for survey control.
 BY1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1817.See file dsdata.txt to determine how the superseded data were derived.
 BY1817
 BY1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ488736(NAD 83)
 BY1817_MARKER: DB = BENCH MARK DISK
 BY1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1817_STAMPING: A 401 1947
 BY1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1817+STABILITY: SURFACE MOTION
 BY1817
 BY1817  HISTORY     - Date     Condition        Report By
 BY1817  HISTORY     - 1947     MONUMENTED       CGS
 BY1817
 BY1817                          STATION DESCRIPTION
 BY1817
 BY1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1817'14.4 MI W FROM CROCKETT.
 BY1817'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1817'HIGHWAY NO.287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1817'NORTHWESTERLY 9.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWESTERLY
 BY1817'4.7 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 57.0
 BY1817'FEET SOUTHEAST OF A THIRTY INCH OAK TREE, 33.0 FEET SOUTHEAST OF AND
 BY1817'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 20.0 FEET SOUTHWEST OF A
 BY1817'FIFTEEN INCH ELM TREE, 5.0 FEET EAST OF A FENCE CORNER, IN LINE WITH
 BY1817'THE CENTER LINE OF A DIRT ROAD LEADING NORTHWEST AND 1.5 FEET
 BY1817'SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BY1817'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1820 ***********************************************************************
 BY1820  DESIGNATION -  A 402
 BY1820  PID         -  BY1820
 BY1820  STATE/COUNTY-  TX/HOUSTON
 BY1820  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1820
 BY1820                         *CURRENT SURVEY CONTROL
 BY1820  ___________________________________________________________________
 BY1820* NAD 83(1986)-  31 18 21.     (N)    095 30 07.     (W)     SCALED    
 BY1820* NAVD 88     -       112.15   (+/-2cm)     367.9    (feet)  VERTCON   
 BY1820  ___________________________________________________________________
 BY1820  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY1820
 BY1820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1820
 BY1820.The horizontal coordinates were scaled from a topographic map and have
 BY1820.an estimated accuracy of +/- 6 seconds.
 BY1820
 BY1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1820.The vertical order pertains to the NGVD 29 superseded value.
 BY1820
 BY1820.The geoid height was determined by GEOID03.
 BY1820
 BY1820;                    North         East    Units  Estimated Accuracy
 BY1820;SPC TX C     - 3,191,700.    1,159,750.      MT  (+/- 180 meters Scaled)
 BY1820
 BY1820                          SUPERSEDED SURVEY CONTROL
 BY1820
 BY1820  NGVD 29 (??/??/92)  112.131  (m)          367.88   (f) ADJ UNCH    2 0
 BY1820
 BY1820.Superseded values are not recommended for survey control.
 BY1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1820.See file dsdata.txt to determine how the superseded data were derived.
 BY1820
 BY1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ618661(NAD 83)
 BY1820_MARKER: DB = BENCH MARK DISK
 BY1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1820_STAMPING: A 402 1947
 BY1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1820+STABILITY: SURFACE MOTION
 BY1820
 BY1820  HISTORY     - Date     Condition        Report By
 BY1820  HISTORY     - 1947     MONUMENTED       CGS
 BY1820  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1820
 BY1820                          STATION DESCRIPTION
 BY1820
 BY1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1820'2.8 MI W FROM CROCKETT.
 BY1820'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 2.8 MILES ALONG
 BY1820'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS 89.0 FEET NORTHWEST
 BY1820'OF A LONE FIFTEEN INCH PECAN TREE, 54.6 FEET SOUTH OF AND ABOUT LEVEL
 BY1820'WITH THE CENTER LINE OF THE HIGHWAY, 17.0 FEET EAST OF THE EAST END OF
 BY1820'A BOARD GATE, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4
 BY1820'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN TOP OF A CONCRETE
 BY1820'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.  NOTE-- PROBABLY
 BY1820'COVERED OR DESTROYED BY ROAD CONSTRUCTION.
 BY1820
 BY1820                          STATION RECOVERY (1964)
 BY1820
 BY1820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1828 ***********************************************************************
 BY1828  DESIGNATION -  A 403
 BY1828  PID         -  BY1828
 BY1828  STATE/COUNTY-  TX/HOUSTON
 BY1828  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1828
 BY1828                         *CURRENT SURVEY CONTROL
 BY1828  ___________________________________________________________________
 BY1828* NAD 83(1986)-  31 18 47.     (N)    095 37 18.     (W)     SCALED    
 BY1828* NAVD 88     -        96.99   (+/-2cm)     318.2    (feet)  VERTCON   
 BY1828  ___________________________________________________________________
 BY1828  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY1828
 BY1828  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1828
 BY1828.The horizontal coordinates were scaled from a topographic map and have
 BY1828.an estimated accuracy of +/- 6 seconds.
 BY1828
 BY1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1828.The vertical order pertains to the NGVD 29 superseded value.
 BY1828
 BY1828.The geoid height was determined by GEOID03.
 BY1828
 BY1828;                    North         East    Units  Estimated Accuracy
 BY1828;SPC TX C     - 3,192,010.    1,148,330.      MT  (+/- 180 meters Scaled)
 BY1828
 BY1828                          SUPERSEDED SURVEY CONTROL
 BY1828
 BY1828  NGVD 29 (??/??/92)   96.987  (m)          318.20   (f) ADJ UNCH    2 0
 BY1828
 BY1828.Superseded values are not recommended for survey control.
 BY1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1828.See file dsdata.txt to determine how the superseded data were derived.
 BY1828
 BY1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ505672(NAD 83)
 BY1828_MARKER: DB = BENCH MARK DISK
 BY1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1828_STAMPING: A 403 1947
 BY1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1828+STABILITY: SURFACE MOTION
 BY1828
 BY1828  HISTORY     - Date     Condition        Report By
 BY1828  HISTORY     - 1947     MONUMENTED       CGS
 BY1828
 BY1828                          STATION DESCRIPTION
 BY1828
 BY1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1828'10.8 MI W FROM CROCKETT.
 BY1828'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 10.8 MILES ALONG
 BY1828'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS 51.0 FEET SOUTH OF
 BY1828'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 10.0 FEET WEST OF
 BY1828'A TEN INCH OAK TREE, 3.0 FEET NORTH OF A FENCE AND 2.0 FEET EAST OF A
 BY1828'4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1828'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0252 ***********************************************************************
 CS0252  DESIGNATION -  A 404
 CS0252  PID         -  CS0252
 CS0252  STATE/COUNTY-  TX/KAUFMAN
 CS0252  USGS QUAD   -  KAUFMAN (1963)
 CS0252
 CS0252                         *CURRENT SURVEY CONTROL
 CS0252  ___________________________________________________________________
 CS0252* NAD 83(1986)-  32 33 43.     (N)    096 17 53.     (W)     SCALED    
 CS0252* NAVD 88     -       124.107  (meters)     407.17   (feet)  ADJUSTED  
 CS0252  ___________________________________________________________________
 CS0252  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0252  DYNAMIC HT  -         123.968 (meters)     406.72  (feet)  COMP
 CS0252  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 CS0252
 CS0252  VERT ORDER  -  SECOND    CLASS 0
 CS0252
 CS0252.The horizontal coordinates were scaled from a topographic map and have
 CS0252.an estimated accuracy of +/- 6 seconds.
 CS0252
 CS0252.The orthometric height was determined by differential leveling
 CS0252.and adjusted by the National Geodetic Survey in June 1991..
 CS0252
 CS0252.The geoid height was determined by GEOID03.
 CS0252
 CS0252.The dynamic height is computed by dividing the NAVD 88
 CS0252.geopotential number by the normal gravity value computed on the
 CS0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0252.degrees latitude (g = 980.6199 gals.).
 CS0252
 CS0252.The modeled gravity was interpolated from observed gravity values.
 CS0252
 CS0252;                    North         East    Units  Estimated Accuracy
 CS0252;SPC TXNC     - 2,101,450.      806,760.      MT  (+/- 180 meters Scaled)
 CS0252
 CS0252                          SUPERSEDED SURVEY CONTROL
 CS0252
 CS0252  NGVD 29 (??/??/92)  124.131  (m)          407.25   (f) ADJ UNCH    2 0
 CS0252
 CS0252.Superseded values are not recommended for survey control.
 CS0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0252.See file dsdata.txt to determine how the superseded data were derived.
 CS0252
 CS0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB536059(NAD 83)
 CS0252_MARKER: DB = BENCH MARK DISK
 CS0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0252_STAMPING: A 404 1947
 CS0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0252+STABILITY: SURFACE MOTION
 CS0252
 CS0252  HISTORY     - Date     Condition        Report By
 CS0252  HISTORY     - 1947     MONUMENTED       CGS
 CS0252
 CS0252                          STATION DESCRIPTION
 CS0252
 CS0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0252'1.8 MI SE FROM KAUFMAN.
 CS0252'ABOUT 1.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CS0252'FROM THE STATION AT KAUFMAN, ABOUT THREE POLES NORTHWEST OF MILE POST
 CS0252'281, 48.4 FEET NORTHEAST AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE
 CS0252'OF THE TRACK, 18.0 FEET NORTHWEST OF A FENCE CORNER, 6.7 FEET SOUTH OF
 CS0252'THE SOUTHEAST END OF A WIRE GATE, 2.5 FEET SOUTHWEST OF THE RIGHT OF
 CS0252'WAY FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE
 CS0252'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 CS0252'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1795 ***********************************************************************
 BY1795  DESIGNATION -  A 405
 BY1795  PID         -  BY1795
 BY1795  STATE/COUNTY-  TX/LEON
 BY1795  USGS QUAD   -  OAKWOOD (1964)
 BY1795
 BY1795                         *CURRENT SURVEY CONTROL
 BY1795  ___________________________________________________________________
 BY1795* NAD 83(1986)-  31 30 20.     (N)    095 45 45.     (W)     SCALED    
 BY1795* NAVD 88     -        78.32   (+/-2cm)     257.0    (feet)  VERTCON   
 BY1795  ___________________________________________________________________
 BY1795  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY1795
 BY1795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1795
 BY1795.The horizontal coordinates were scaled from a topographic map and have
 BY1795.an estimated accuracy of +/- 6 seconds.
 BY1795
 BY1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1795.The vertical order pertains to the NGVD 29 superseded value.
 BY1795
 BY1795.The geoid height was determined by GEOID03.
 BY1795
 BY1795;                    North         East    Units  Estimated Accuracy
 BY1795;SPC TX C     - 3,212,770.    1,134,060.      MT  (+/- 180 meters Scaled)
 BY1795
 BY1795                          SUPERSEDED SURVEY CONTROL
 BY1795
 BY1795  NGVD 29 (??/??/92)   78.304  (m)          256.90   (f) ADJ UNCH    2 0
 BY1795
 BY1795.Superseded values are not recommended for survey control.
 BY1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1795.See file dsdata.txt to determine how the superseded data were derived.
 BY1795
 BY1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ376889(NAD 83)
 BY1795_MARKER: DB = BENCH MARK DISK
 BY1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1795_STAMPING: A 405 1947
 BY1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1795+STABILITY: SURFACE MOTION
 BY1795
 BY1795  HISTORY     - Date     Condition        Report By
 BY1795  HISTORY     - 1947     MONUMENTED       CGS
 BY1795  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1795
 BY1795                          STATION DESCRIPTION
 BY1795
 BY1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1795'8.5 MI SE FROM OAKWOOD.
 BY1795'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1795'OAKWOOD GO EAST 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE
 BY1795'SOUTHEASTERLY 8.4 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1795'BENCH MARK IS ABOUT 0.1 MILE SOUTHEAST OF A ROAD INTERSECTION, 33.0
 BY1795'FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BY1795'2.5 FEET SOUTHWEST OF A SOUTHEAST-NORTHWEST FENCE LINE, 1.0 FOOT
 BY1795'SOUTHEAST OF A SOUTHWEST-NORTHEAST FENCE LINE AND 2.5 FEET WEST OF A
 BY1795'4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1795'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.  NOTE-- THE
 BY1795'HIGHWAY HAS BEEN CHANGED AND ACCORDING TO THE DESCRIPTION THE MARK
 BY1795'SHOULD FALL IN THE MIDDLE OF THE ROAD.
 BY1795
 BY1795                          STATION RECOVERY (1964)
 BY1795
 BY1795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1772 ***********************************************************************
 BY1772  DESIGNATION -  A 406
 BY1772  PID         -  BY1772
 BY1772  STATE/COUNTY-  TX/HOUSTON
 BY1772  USGS QUAD   -  HAYS SPRING (1964)
 BY1772
 BY1772                         *CURRENT SURVEY CONTROL
 BY1772  ___________________________________________________________________
 BY1772* NAD 83(1986)-  31 28 10.     (N)    095 32 13.     (W)     SCALED    
 BY1772* NAVD 88     -       128.08   (+/-2cm)     420.2    (feet)  VERTCON   
 BY1772  ___________________________________________________________________
 BY1772  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY1772
 BY1772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1772
 BY1772.The horizontal coordinates were scaled from a topographic map and have
 BY1772.an estimated accuracy of +/- 6 seconds.
 BY1772
 BY1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1772.The vertical order pertains to the NGVD 29 superseded value.
 BY1772
 BY1772.The geoid height was determined by GEOID03.
 BY1772
 BY1772;                    North         East    Units  Estimated Accuracy
 BY1772;SPC TX C     - 3,209,670.    1,155,640.      MT  (+/- 180 meters Scaled)
 BY1772
 BY1772                          SUPERSEDED SURVEY CONTROL
 BY1772
 BY1772  NGVD 29 (??/??/92)  128.074  (m)          420.19   (f) ADJ UNCH    2 0
 BY1772
 BY1772.Superseded values are not recommended for survey control.
 BY1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1772.See file dsdata.txt to determine how the superseded data were derived.
 BY1772
 BY1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ589844(NAD 83)
 BY1772_MARKER: DB = BENCH MARK DISK
 BY1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1772_STAMPING: A 406 1947
 BY1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1772+STABILITY: SURFACE MOTION
 BY1772
 BY1772  HISTORY     - Date     Condition        Report By
 BY1772  HISTORY     - 1947     MONUMENTED       CGS
 BY1772  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1772
 BY1772                          STATION DESCRIPTION
 BY1772
 BY1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1772'4.0 MI SW FROM GRAPELAND.
 BY1772'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1772'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY 4.0
 BY1772'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 101.0
 BY1772'FEET NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN CULVERT, 33.0 FEET
 BY1772'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 25.7 FEET
 BY1772'NORTHEAST OF A FOURTEEN INCH CEDAR TREE, 9.0 FEET EAST OF A TELEPHONE
 BY1772'POLE, 1.5 FEET NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN.
 BY1772'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1772'POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
 BY1772
 BY1772                          STATION RECOVERY (1964)
 BY1772
 BY1772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2203 ***********************************************************************
 BY2203  DESIGNATION -  A 407
 BY2203  PID         -  BY2203
 BY2203  STATE/COUNTY-  TX/HOUSTON
 BY2203  USGS QUAD   -  ELKHART CREEK (1982)
 BY2203
 BY2203                         *CURRENT SURVEY CONTROL
 BY2203  ___________________________________________________________________
 BY2203* NAD 83(1986)-  31 31 19.     (N)    095 35 37.     (W)     SCALED    
 BY2203* NAVD 88     -       138.29   (+/-2cm)     453.7    (feet)  VERTCON   
 BY2203  ___________________________________________________________________
 BY2203  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY2203
 BY2203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2203
 BY2203.The horizontal coordinates were scaled from a topographic map and have
 BY2203.an estimated accuracy of +/- 6 seconds.
 BY2203
 BY2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2203.The vertical order pertains to the NGVD 29 superseded value.
 BY2203
 BY2203.The geoid height was determined by GEOID03.
 BY2203
 BY2203;                    North         East    Units  Estimated Accuracy
 BY2203;SPC TX C     - 3,215,260.    1,150,010.      MT  (+/- 180 meters Scaled)
 BY2203
 BY2203                          SUPERSEDED SURVEY CONTROL
 BY2203
 BY2203  NGVD 29 (??/??/92)  138.275  (m)          453.66   (f) ADJ UNCH    2 0
 BY2203
 BY2203.Superseded values are not recommended for survey control.
 BY2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2203.See file dsdata.txt to determine how the superseded data were derived.
 BY2203
 BY2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ537903(NAD 83)
 BY2203_MARKER: DB = BENCH MARK DISK
 BY2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2203_STAMPING: A 407 1947
 BY2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2203+STABILITY: SURFACE MOTION
 BY2203
 BY2203  HISTORY     - Date     Condition        Report By
 BY2203  HISTORY     - 1947     MONUMENTED       CGS
 BY2203  HISTORY     - 1951     GOOD             NGS
 BY2203
 BY2203                          STATION DESCRIPTION
 BY2203
 BY2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2203'8.1 MI W FROM GRAPELAND.
 BY2203'TO REACH FROM THE GRAPELAND HIGH SCHOOL AT GRAPELAND GO WEST 1 BLOCK
 BY2203'ALONG A GRAVELED ROAD, THENCE NORTH 1.1 MILES ALONG A GRADED DIRT
 BY2203'ROAD, THENCE WESTERLY 7.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF
 BY2203'MARK, BENCH MARK IS 86.7 FEET EAST OF A TWENTYFOUR INCH OAK TREE, 31.4
 BY2203'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 16.6
 BY2203'FEET WEST OF A FENCE CORNER, 7.5 FEET WEST OF A TEN INCH OAK TREE, 1.0
 BY2203'FOOT SOUTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST. A
 BY2203'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BY2203'THE GROUND.
 BY2203
 BY2203                          STATION RECOVERY (1951)
 BY2203
 BY2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 BY2203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0498 ***********************************************************************
 CS0498  DESIGNATION -  A 408
 CS0498  PID         -  CS0498
 CS0498  STATE/COUNTY-  TX/NAVARRO
 CS0498  USGS QUAD   -  BAZETTE (1976)
 CS0498
 CS0498                         *CURRENT SURVEY CONTROL
 CS0498  ___________________________________________________________________
 CS0498* NAD 83(1986)-  32 13 16.     (N)    096 16 29.     (W)     SCALED    
 CS0498* NAVD 88     -       110.393  (meters)     362.18   (feet)  ADJUSTED  
 CS0498  ___________________________________________________________________
 CS0498  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0498  DYNAMIC HT  -         110.266 (meters)     361.76  (feet)  COMP
 CS0498  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 CS0498
 CS0498  VERT ORDER  -  SECOND    CLASS 0
 CS0498
 CS0498.The horizontal coordinates were scaled from a topographic map and have
 CS0498.an estimated accuracy of +/- 6 seconds.
 CS0498
 CS0498.The orthometric height was determined by differential leveling
 CS0498.and adjusted by the National Geodetic Survey in June 1991..
 CS0498
 CS0498.The geoid height was determined by GEOID03.
 CS0498
 CS0498.The dynamic height is computed by dividing the NAVD 88
 CS0498.geopotential number by the normal gravity value computed on the
 CS0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0498.degrees latitude (g = 980.6199 gals.).
 CS0498
 CS0498.The modeled gravity was interpolated from observed gravity values.
 CS0498
 CS0498;                    North         East    Units  Estimated Accuracy
 CS0498;SPC TXNC     - 2,063,710.      809,750.      MT  (+/- 180 meters Scaled)
 CS0498
 CS0498                          SUPERSEDED SURVEY CONTROL
 CS0498
 CS0498  NGVD 29 (??/??/92)  110.398  (m)          362.20   (f) ADJ UNCH    2 0
 CS0498
 CS0498.Superseded values are not recommended for survey control.
 CS0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0498.See file dsdata.txt to determine how the superseded data were derived.
 CS0498
 CS0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA568682(NAD 83)
 CS0498_MARKER: DB = BENCH MARK DISK
 CS0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0498_STAMPING: A 408 1947
 CS0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0498+STABILITY: SURFACE MOTION
 CS0498
 CS0498  HISTORY     - Date     Condition        Report By
 CS0498  HISTORY     - 1947     MONUMENTED       CGS
 CS0498  HISTORY     - 1972     GOOD             LOCENG
 CS0498
 CS0498                          STATION DESCRIPTION
 CS0498
 CS0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0498'5.5 MI N FROM BAZETTE.
 CS0498'TO REACH FROM THE BAZETTE SCHOOL AT BAZETTE, PROCEED 1.1 MILE
 CS0498'SOUTHWEST AND 2.4 MILES NORTHWEST ALONG THE BAZETTE-MONTFORT ROAD TO A
 CS0498'DIRT ROAD LEADING NORTHEAST, THENCE 2.0 MILES NORTHEAST ALONG A DIRT
 CS0498'ROAD, BENCH MARK IS AT THE TOP OF A PROMINENT HILL, 0.3 MILE NORTHEAST
 CS0498'OF A CONTROL AND AIR BLEEDER STATION ON A NATURAL GAS PIPE LINE, 100.0
 CS0498'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A SMALL POND, 27.0 FEET
 CS0498'NORTHWEST OF THE CENTER OF THE ROAD, 8.5 FEET NORTHEAST OF REA CO-OP
 CS0498'POLE NO. 6/21, 3.5 FEET SOUTHWEST OF A REFERENCE POST, 1.0 FOOT
 CS0498'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST
 CS0498'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.
 CS0498
 CS0498                          STATION RECOVERY (1972)
 CS0498
 CS0498'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0280 ***********************************************************************
 BZ0280  DESIGNATION -  A 409
 BZ0280  PID         -  BZ0280
 BZ0280  STATE/COUNTY-  TX/NAVARRO
 BZ0280  USGS QUAD   -  WINKLER (1982)
 BZ0280
 BZ0280                         *CURRENT SURVEY CONTROL
 BZ0280  ___________________________________________________________________
 BZ0280* NAD 83(1986)-  31 59 24.     (N)    096 08 53.     (W)     SCALED    
 BZ0280* NAVD 88     -        84.155  (meters)     276.10   (feet)  ADJUSTED  
 BZ0280  ___________________________________________________________________
 BZ0280  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ0280  DYNAMIC HT  -          84.057 (meters)     275.78  (feet)  COMP
 BZ0280  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 BZ0280
 BZ0280  VERT ORDER  -  SECOND    CLASS 0
 BZ0280
 BZ0280.The horizontal coordinates were scaled from a topographic map and have
 BZ0280.an estimated accuracy of +/- 6 seconds.
 BZ0280
 BZ0280.The orthometric height was determined by differential leveling
 BZ0280.and adjusted by the National Geodetic Survey in June 1991..
 BZ0280
 BZ0280.The geoid height was determined by GEOID03.
 BZ0280
 BZ0280.The dynamic height is computed by dividing the NAVD 88
 BZ0280.geopotential number by the normal gravity value computed on the
 BZ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0280.degrees latitude (g = 980.6199 gals.).
 BZ0280
 BZ0280.The modeled gravity was interpolated from observed gravity values.
 BZ0280
 BZ0280;                    North         East    Units  Estimated Accuracy
 BZ0280;SPC TXNC     - 2,038,340.      822,260.      MT  (+/- 180 meters Scaled)
 BZ0280
 BZ0280                          SUPERSEDED SURVEY CONTROL
 BZ0280
 BZ0280  NGVD 29 (??/??/92)   84.15   (m)          276.1    (f) COMPUTED    2 0
 BZ0280
 BZ0280.Superseded values are not recommended for survey control.
 BZ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0280.See file dsdata.txt to determine how the superseded data were derived.
 BZ0280
 BZ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA694428(NAD 83)
 BZ0280_MARKER: DB = BENCH MARK DISK
 BZ0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0280_SP_SET: CULVERT
 BZ0280_STAMPING: A 409 1947
 BZ0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0280
 BZ0280  HISTORY     - Date     Condition        Report By
 BZ0280  HISTORY     - 1947     MONUMENTED       CGS
 BZ0280
 BZ0280                          STATION DESCRIPTION
 BZ0280
 BZ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0280'10.4 MI W FROM CAYUGA.
 BZ0280'10.4 MILES WEST ALONG U.S. HIGHWAY NO.287 FROM THE POST OFFICE AT
 BZ0280'CAYUGA, 0.9 MILE WEST OF THE JUNCTION OF STATE HIGHWAY NO.309, ABOUT
 BZ0280'MIDWAY OF A LONG CURVE, 21.0 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 BZ0280'SET IN TOP OF THE WEST END OF THE NORTH HEAD-WALL OF A 4X14 FOOT
 BZ0280'CONCRETE CULVERT WHICH PASSES UNDER THE HIGHWAY AT AN ANGLE, ABOUT THE
 BZ0280'SAME ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0281 ***********************************************************************
 BZ0281  DESIGNATION -  A 409 RESET 1961
 BZ0281  PID         -  BZ0281
 BZ0281  STATE/COUNTY-  TX/NAVARRO
 BZ0281  USGS QUAD   -  WINKLER (1982)
 BZ0281
 BZ0281                         *CURRENT SURVEY CONTROL
 BZ0281  ___________________________________________________________________
 BZ0281* NAD 83(1986)-  31 59 24.     (N)    096 08 52.     (W)     SCALED    
 BZ0281* NAVD 88     -        84.39   (+/-2cm)     276.9    (feet)  VERTCON   
 BZ0281  ___________________________________________________________________
 BZ0281  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 BZ0281
 BZ0281  VERT ORDER  -  THIRD (See Below)
 BZ0281
 BZ0281.The horizontal coordinates were scaled from a topographic map and have
 BZ0281.an estimated accuracy of +/- 6 seconds.
 BZ0281
 BZ0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0281.The vertical order pertains to the NGVD 29 superseded value.
 BZ0281
 BZ0281.The geoid height was determined by GEOID03.
 BZ0281
 BZ0281;                    North         East    Units  Estimated Accuracy
 BZ0281;SPC TXNC     - 2,038,350.      822,280.      MT  (+/- 180 meters Scaled)
 BZ0281
 BZ0281                          SUPERSEDED SURVEY CONTROL
 BZ0281
 BZ0281  NGVD 29 (??/??/??)   84.38   (m)          276.8    (f) RESET       3  
 BZ0281
 BZ0281.Superseded values are not recommended for survey control.
 BZ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0281.See file dsdata.txt to determine how the superseded data were derived.
 BZ0281
 BZ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA694428(NAD 83)
 BZ0281_MARKER: DD = SURVEY DISK
 BZ0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0281_SP_SET: CULVERT
 BZ0281_STAMPING: A 409 RESET 1961
 BZ0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0281
 BZ0281  HISTORY     - Date     Condition        Report By
 BZ0281  HISTORY     - 1961     MONUMENTED       TXHD
 BZ0281
 BZ0281                          STATION DESCRIPTION
 BZ0281
 BZ0281'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 BZ0281'10.4 MI W FROM CAYUGA.
 BZ0281'10.4 MILES WEST ALONG U.S. HIGHWAY NO. 287 FROM THE POST OFFICE AT
 BZ0281'CAYUGA, 0.9 MILE WEST OF THE JUNCTION OF STATE HIGHWAY NO. 309, ABOUT
 BZ0281'MIDWAY OF A LONG CURVE, 21.0 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 BZ0281'SET IN TOP OF THE WEST END OF THE NORTH HEADWALL OF A 4X14 FOOT
 BZ0281'CONCRETE CULVERT WHICH PASSES UNDER THE HIGHWAY AT AN ANGLE, ABOUT THE
 BZ0281'SAME ELEVATION AT THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0598 ***********************************************************************
 AN0598  TIDAL BM    -  This is a Tidal Bench Mark.
 AN0598  DESIGNATION -  A 41
 AN0598  PID         -  AN0598
 AN0598  STATE/COUNTY-  TX/CALHOUN
 AN0598  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0598
 AN0598                         *CURRENT SURVEY CONTROL
 AN0598  ___________________________________________________________________
 AN0598* NAD 83(1986)-  28 37 01.     (N)    096 37 26.     (W)     SCALED    
 AN0598* NAVD 88     -         6.90   (+/-2cm)      22.6    (feet)  VERTCON   
 AN0598  ___________________________________________________________________
 AN0598  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN0598
 AN0598  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0598
 AN0598.The horizontal coordinates were scaled from a topographic map and have
 AN0598.an estimated accuracy of +/- 6 seconds.
 AN0598
 AN0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0598.The vertical order pertains to the NGVD 29 superseded value.
 AN0598
 AN0598.This Tidal Bench Mark is designated as VM 7903
 AN0598.by the Center for Operational Oceanographic Products and Services.
 AN0598
 AN0598.The geoid height was determined by GEOID03.
 AN0598
 AN0598;                    North         East    Units  Estimated Accuracy
 AN0598;SPC TXSC     - 4,089,210.      832,340.      MT  (+/- 180 meters Scaled)
 AN0598
 AN0598                          SUPERSEDED SURVEY CONTROL
 AN0598
 AN0598  NGVD 29 (??/??/92)    7.025  (m)           23.05   (f) ADJ UNCH    1 2
 AN0598
 AN0598.Superseded values are not recommended for survey control.
 AN0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0598.See file dsdata.txt to determine how the superseded data were derived.
 AN0598
 AN0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS323678(NAD 83)
 AN0598_MARKER: DB = BENCH MARK DISK
 AN0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0598_SP_SET: BUILDING
 AN0598_STAMPING: A 41 1918 ELEV 23.097 FT
 AN0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN0598+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 AN0598
 AN0598  HISTORY     - Date     Condition        Report By
 AN0598  HISTORY     - 1918     MONUMENTED       CGS
 AN0598  HISTORY     - 1950     GOOD             NGS
 AN0598  HISTORY     - 1990     GOOD             USPSQD
 AN0598  HISTORY     - 19980725 GOOD             USPSQD
 AN0598  HISTORY     - 20020219 GOOD             NGS
 AN0598
 AN0598                          STATION DESCRIPTION
 AN0598
 AN0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0598'IN PORT LAVACA.
 AN0598'AT PORT LAVACA, CALHOUN COUNTY, ABOUT 2-1/2 BLOCKS EAST OF THE TEXAS
 AN0598'AND NEW ORLEANS RAILROAD STATION, AT THE NAVIDAD HOTEL, IN THE SOUTH
 AN0598'WALL, 2.0 FEET WEST OF THE SOUTH ENTRANCE, AND ABOUT 4 FEET HIGHER
 AN0598'THAN THE GROUND.  A STANDARD DISK, STAMPED ELEV. 21.097 FT. A 41 1918
 AN0598'AND SET VERTICALLY.  NOTE-- AT PORT LAVACA, SET VERTICALLY IN THE
 AN0598'SOUTHEAST BRICK WALL OF THE NAVIDAD HOTEL, 7.4 FEET SOUTHWEST OF THE
 AN0598'CENTER OF THE SOUTHEAST ENTRANCE, 4.1 FEET ABOVE THE SIDEWALK.
 AN0598
 AN0598                          STATION RECOVERY (1990)
 AN0598
 AN0598'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0598'RECOVERED IN GOOD CONDITION.
 AN0598
 AN0598                          STATION RECOVERY (1998)
 AN0598
 AN0598'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0598'RECOVERED IN GOOD CONDITION.
 AN0598
 AN0598                          STATION RECOVERY (2002)
 AN0598
 AN0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AN0598'NAVIDAD HOTEL IS NOW THE SEA GULL HOTEL AND APARTMENTS, BUT OWNER SAID
 AN0598'NAME MAY REVERT TO NAVIDAD AND IS AT 429 RAILROAD ST.  IT IS 2.5
 AN0598'BLOCKS NE OF FORMER SOUTHERN PACIFIC RR STATION.  IT IS 2 BLOCKS NW OF
 AN0598'(ALONG TX 238=COMMERCE ST) AND 0.5 BLOCKS NE OF SOUTH END OF US
 AN0598'87.GRAVITY CALIBRATION STATION 'PORT LAVACA 2' IS ONE SIDEWALK BELOW
 AN0598'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0346 ***********************************************************************
 BZ0346  DESIGNATION -  A 410
 BZ0346  PID         -  BZ0346
 BZ0346  STATE/COUNTY-  TX/FREESTONE
 BZ0346  USGS QUAD   -  YOUNG (1982)
 BZ0346
 BZ0346                         *CURRENT SURVEY CONTROL
 BZ0346  ___________________________________________________________________
 BZ0346* NAD 83(1986)-  31 47 04.     (N)    096 00 48.     (W)     SCALED    
 BZ0346* NAVD 88     -       139.225  (meters)     456.77   (feet)  ADJUSTED  
 BZ0346  ___________________________________________________________________
 BZ0346  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BZ0346  DYNAMIC HT  -         139.059 (meters)     456.23  (feet)  COMP
 BZ0346  MODELED GRAV-     979,442.8   (mgal)                       NAVD 88
 BZ0346
 BZ0346  VERT ORDER  -  SECOND    CLASS 0
 BZ0346
 BZ0346.The horizontal coordinates were scaled from a topographic map and have
 BZ0346.an estimated accuracy of +/- 6 seconds.
 BZ0346
 BZ0346.The orthometric height was determined by differential leveling
 BZ0346.and adjusted by the National Geodetic Survey in June 1991..
 BZ0346
 BZ0346.The geoid height was determined by GEOID03.
 BZ0346
 BZ0346.The dynamic height is computed by dividing the NAVD 88
 BZ0346.geopotential number by the normal gravity value computed on the
 BZ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0346.degrees latitude (g = 980.6199 gals.).
 BZ0346
 BZ0346.The modeled gravity was interpolated from observed gravity values.
 BZ0346
 BZ0346;                    North         East    Units  Estimated Accuracy
 BZ0346;SPC TX C     - 3,242,720.    1,109,050.      MT  (+/- 180 meters Scaled)
 BZ0346
 BZ0346                          SUPERSEDED SURVEY CONTROL
 BZ0346
 BZ0346  NGVD 29 (??/??/92)  139.212  (m)          456.73   (f) ADJ UNCH    2 0
 BZ0346
 BZ0346.Superseded values are not recommended for survey control.
 BZ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0346.See file dsdata.txt to determine how the superseded data were derived.
 BZ0346
 BZ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA828204(NAD 83)
 BZ0346_MARKER: DB = BENCH MARK DISK
 BZ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0346_STAMPING: A 410 1947
 BZ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0346+STABILITY: SURFACE MOTION
 BZ0346
 BZ0346  HISTORY     - Date     Condition        Report By
 BZ0346  HISTORY     - 1947     MONUMENTED       CGS
 BZ0346
 BZ0346                          STATION DESCRIPTION
 BZ0346
 BZ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0346'9.3 MI NE FROM TURLINGTON.
 BZ0346'TO REACH FROM THE TURLINGTON GROCERY STORE AT TURLINGTON, PROCEED 0.2
 BZ0346'MILE EAST ALONG U.S. HIGHWAY NO. 84, THENCE 5.0 MILES NORTHEAST AND
 BZ0346'1.9 MILE NORTH ALONG A DIRT ROAD, THENCE 1.3 MILE EAST AND 0.9 MILE
 BZ0346'NORTH ALONG A ONE TRACK DIRT ROAD, BENCH MARK IS AT THE TOP OF A SMALL
 BZ0346'HILL, 0.5 MILE SOUTHWEST OF AN OLD WOODEN BRIDGE ACROSS A SMALL
 BZ0346'STREAM, 67.0 FEET EAST OF A TRIANGULAR BLAZE ON AN 18-INCH HICKORY
 BZ0346'TREE, 62.0 FEET WEST OF THE CENTER OF A GATE WHICH IS IN A FENCE
 BZ0346'ACROSS THE ROAD, 16.0 FEET NORTH OF THE CENTER OF THE ROAD, 2.0 FEET
 BZ0346'EAST OF A REFERNCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 BZ0346'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2331 ***********************************************************************
 CS2331  DESIGNATION -  A 411
 CS2331  PID         -  CS2331
 CS2331  STATE/COUNTY-  TX/PARKER
 CS2331  USGS QUAD   -  ALEDO (1981)
 CS2331
 CS2331                         *CURRENT SURVEY CONTROL
 CS2331  ___________________________________________________________________
 CS2331* NAD 83(1986)-  32 41 11.     (N)    097 35 24.     (W)     SCALED    
 CS2331* NAVD 88     -       266.442  (meters)     874.15   (feet)  ADJUSTED  
 CS2331  ___________________________________________________________________
 CS2331  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CS2331  DYNAMIC HT  -         266.124 (meters)     873.11  (feet)  COMP
 CS2331  MODELED GRAV-     979,437.2   (mgal)                       NAVD 88
 CS2331
 CS2331  VERT ORDER  -  FIRST     CLASS II
 CS2331
 CS2331.The horizontal coordinates were scaled from a topographic map and have
 CS2331.an estimated accuracy of +/- 6 seconds.
 CS2331
 CS2331.The orthometric height was determined by differential leveling
 CS2331.and adjusted by the National Geodetic Survey in June 1991..
 CS2331
 CS2331.The geoid height was determined by GEOID03.
 CS2331
 CS2331.The dynamic height is computed by dividing the NAVD 88
 CS2331.geopotential number by the normal gravity value computed on the
 CS2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2331.degrees latitude (g = 980.6199 gals.).
 CS2331
 CS2331.The modeled gravity was interpolated from observed gravity values.
 CS2331
 CS2331;                    North         East    Units  Estimated Accuracy
 CS2331;SPC TXNC     - 2,113,450.      685,330.      MT  (+/- 180 meters Scaled)
 CS2331
 CS2331                          SUPERSEDED SURVEY CONTROL
 CS2331
 CS2331.No superseded survey control is available for this station.
 CS2331
 CS2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB321173(NAD 83)
 CS2331_MARKER: DB = BENCH MARK DISK
 CS2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2331_STAMPING: A 411 1947
 CS2331_MARK LOGO: CGS   
 CS2331_PROJECTION: PROJECTING 5 CENTIMETERS
 CS2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2331+STABILITY: SURFACE MOTION
 CS2331
 CS2331  HISTORY     - Date     Condition        Report By
 CS2331  HISTORY     - 1947     MONUMENTED       CGS
 CS2331  HISTORY     - 1983     GOOD             NGS
 CS2331  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2331
 CS2331                          STATION DESCRIPTION
 CS2331
 CS2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS2331'1.0 MI E FROM ALEDO.
 CS2331'1.0 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS2331'ALEDO, 95 FEET NORTHEAST OF MILE POST 263, 50 FEET NORTH OF THE CENTER
 CS2331'LINE OF THE RAILROAD, 13 FEET EAST OF A TELEPHONE POLE, 3 FEET EAST OF
 CS2331'A 4X4 MARKER POST, 1 FOOT NORTH OF THE NORTH RIGHT OF WAY FENCE. A
 CS2331'BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 CS2331'ABOVE THE GROUND.
 CS2331
 CS2331                          STATION RECOVERY (1983)
 CS2331
 CS2331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2331'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.8 KM (11.7
 CS2331'MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH STATE
 CS2331'HIGHWAY 171 IN WEATHERFORD, THENCE 3.8 KM (2.35 MI) SOUTHERLY ALONG
 CS2331'FARM ROAD 5, THENCE 1.5 KM (0.95 MI) EASTERLY ALONG THE MISSOURI
 CS2331'PACIFIC RAILROAD, 29.0 METERS (95.1 FT) SOUTHEAST OF MILEPOST 263 AND
 CS2331'14.6 METERS (47.9 FT) NORTHEAST OF THE NEAR RAIL.
 CS2331'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CS2331'THE MARK IS 1.5 M ABOVE THE TRACKS.
 CS2331
 CS2331                          STATION RECOVERY (1997)
 CS2331
 CS2331'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1017 ***********************************************************************
 CS1017  DESIGNATION -  A 412 RESET 1962
 CS1017  PID         -  CS1017
 CS1017  STATE/COUNTY-  TX/DALLAS
 CS1017  USGS QUAD   -  IRVING (1981)
 CS1017
 CS1017                         *CURRENT SURVEY CONTROL
 CS1017  ___________________________________________________________________
 CS1017* NAD 83(1986)-  32 52 15.     (N)    096 52 51.     (W)     SCALED    
 CS1017* NAVD 88     -       134.76   (meters)     442.1    (feet)  RESET     
 CS1017  ___________________________________________________________________
 CS1017  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CS1017
 CS1017  VERT ORDER  -  THIRD
 CS1017
 CS1017.The horizontal coordinates were scaled from a topographic map and have
 CS1017.an estimated accuracy of +/- 6 seconds.
 CS1017
 CS1017.The orthometric height was computed from unverified reset data.
 CS1017
 CS1017.The geoid height was determined by GEOID03.
 CS1017
 CS1017;                    North         East    Units  Estimated Accuracy
 CS1017;SPC TXNC     - 2,134,700.      751,510.      MT  (+/- 180 meters Scaled)
 CS1017
 CS1017                          SUPERSEDED SURVEY CONTROL
 CS1017
 CS1017.No superseded survey control is available for this station.
 CS1017
 CS1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB982389(NAD 83)
 CS1017_MARKER: DB = BENCH MARK DISK
 CS1017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1017_SP_SET: WATER INLET
 CS1017_STAMPING: A 412 RESET 1962
 CS1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1017+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 CS1017
 CS1017  HISTORY     - Date     Condition        Report By
 CS1017  HISTORY     - 1962     MONUMENTED       CGS
 CS1017  HISTORY     - 20040224 GOOD             INDIV
 CS1017  HISTORY     - 20050307 GOOD             USPSQD
 CS1017
 CS1017                          STATION DESCRIPTION
 CS1017
 CS1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CS1017'IN FARMERS BRANCH.
 CS1017'ABOUT 3.85 MILES SOUTH ON DENTON DRIVE FROM VALLEY VIEW LANE AND
 CS1017'DENTON DRIVE, JUST WEST OF THE WATER TANK, IN FARMERS BRANCH, DALLAS
 CS1017'COUNTY, THENCE 0.05 MILE EAST ON CENTURY STREET, 90 FEET EAST OF THE
 CS1017'EAST RAIL OF MISSOURI, KANSAS, AND TEXAS RAILROAD, 10 1/2 FEET NORTH
 CS1017'OF THE FENCE AROUND A LUMBER YARD, ON SOUTH SIDE OF CENTURY STREET IN
 CS1017'THE WEST END OF THE SOUTH WATER INLET.  A STANDARD DISK STAMPED A 412
 CS1017'RESET 1962, CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP OF CONCRETE.
 CS1017
 CS1017                          STATION RECOVERY (2004)
 CS1017
 CS1017'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MBD)
 CS1017'LOCATED ON THE NW CORNER OF A STORM SEWER INLET, ON THE SOUTH SIDE OF
 CS1017'CENTURY STREET, 90 FEET EAST OF EAST RAIL.
 CS1017'HANDHELD GPS LAT 32D 52' 12.9'' LONG 096D 52' 46.9''
 CS1017
 CS1017                          STATION RECOVERY (2005)
 CS1017
 CS1017'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0330 ***********************************************************************
 BZ0330  DESIGNATION -  A 413
 BZ0330  PID         -  BZ0330
 BZ0330  STATE/COUNTY-  TX/FREESTONE
 BZ0330  USGS QUAD   -  YOUNG (1982)
 BZ0330
 BZ0330                         *CURRENT SURVEY CONTROL
 BZ0330  ___________________________________________________________________
 BZ0330* NAD 83(1986)-  31 48 37.     (N)    096 05 50.     (W)     SCALED    
 BZ0330* NAVD 88     -       121.071  (meters)     397.21   (feet)  ADJUSTED  
 BZ0330  ___________________________________________________________________
 BZ0330  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BZ0330  DYNAMIC HT  -         120.927 (meters)     396.74  (feet)  COMP
 BZ0330  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 BZ0330
 BZ0330  VERT ORDER  -  SECOND    CLASS 0
 BZ0330
 BZ0330.The horizontal coordinates were scaled from a topographic map and have
 BZ0330.an estimated accuracy of +/- 6 seconds.
 BZ0330
 BZ0330.The orthometric height was determined by differential leveling
 BZ0330.and adjusted by the National Geodetic Survey in June 1991..
 BZ0330
 BZ0330.The geoid height was determined by GEOID03.
 BZ0330
 BZ0330.The dynamic height is computed by dividing the NAVD 88
 BZ0330.geopotential number by the normal gravity value computed on the
 BZ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0330.degrees latitude (g = 980.6199 gals.).
 BZ0330
 BZ0330.The modeled gravity was interpolated from observed gravity values.
 BZ0330
 BZ0330;                    North         East    Units  Estimated Accuracy
 BZ0330;SPC TX C     - 3,245,280.    1,101,000.      MT  (+/- 180 meters Scaled)
 BZ0330
 BZ0330                          SUPERSEDED SURVEY CONTROL
 BZ0330
 BZ0330  NGVD 29 (??/??/92)  121.061  (m)          397.18   (f) ADJ UNCH    2 0
 BZ0330
 BZ0330.Superseded values are not recommended for survey control.
 BZ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0330.See file dsdata.txt to determine how the superseded data were derived.
 BZ0330
 BZ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA747230(NAD 83)
 BZ0330_MARKER: DB = BENCH MARK DISK
 BZ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0330_STAMPING: A 413 1947
 BZ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0330+STABILITY: SURFACE MOTION
 BZ0330
 BZ0330  HISTORY     - Date     Condition        Report By
 BZ0330  HISTORY     - 1947     MONUMENTED       CGS
 BZ0330  HISTORY     - 1968     MARK NOT FOUND   NGS
 BZ0330
 BZ0330                          STATION DESCRIPTION
 BZ0330
 BZ0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BZ0330'7.55 MI NE FROM FAIRFIELD.
 BZ0330'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE COURT HOUSE IN
 BZ0330'FAIRFIELD, THENCE 1.8 MILES NORTHEAST ALONG FARM ROAD 488, THENCE 5.5
 BZ0330'MILES NORTHEAST ALONG F.M. HIGHWAY 1124, 0.4 MILE SOUTHWEST OF A SMALL
 BZ0330'COUNTRY CHURCH, AT THE JUNCTION WITH A DIRT ROAD LEADING NORTH, IN A
 BZ0330'PARK AREA IN FRONT OF A FARM HOUSE, 32 FEET EAST OF THE CENTER LINE OF
 BZ0330'A DIRT ROAD LEADING NORTH, 32 FEET NORTHWEST OF CENTER LINE OF THE
 BZ0330'FAIRFIELD-YOUNG ROAD.  A C AND GS BENCH MARK DISK SET IN TOP OF A
 BZ0330'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1966 ***********************************************************************
 BY1966  DESIGNATION -  A 414
 BY1966  PID         -  BY1966
 BY1966  STATE/COUNTY-  TX/HOUSTON
 BY1966  USGS QUAD   -  PEARSONS CHAPEL (1964)
 BY1966
 BY1966                         *CURRENT SURVEY CONTROL
 BY1966  ___________________________________________________________________
 BY1966* NAD 83(1986)-  31 08 49.     (N)    095 30 52.     (W)     SCALED    
 BY1966* NAVD 88     -        83.38   (+/-2cm)     273.6    (feet)  VERTCON   
 BY1966  ___________________________________________________________________
 BY1966  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1966
 BY1966  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1966
 BY1966.The horizontal coordinates were scaled from a topographic map and have
 BY1966.an estimated accuracy of +/- 6 seconds.
 BY1966
 BY1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1966.The vertical order pertains to the NGVD 29 superseded value.
 BY1966
 BY1966.The geoid height was determined by GEOID03.
 BY1966
 BY1966;                    North         East    Units  Estimated Accuracy
 BY1966;SPC TX C     - 3,174,050.    1,159,320.      MT  (+/- 180 meters Scaled)
 BY1966
 BY1966                          SUPERSEDED SURVEY CONTROL
 BY1966
 BY1966  NGVD 29 (??/??/92)   83.398  (m)          273.61   (f) ADJ UNCH    2 0
 BY1966
 BY1966.Superseded values are not recommended for survey control.
 BY1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1966.See file dsdata.txt to determine how the superseded data were derived.
 BY1966
 BY1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ602486(NAD 83)
 BY1966_MARKER: DB = BENCH MARK DISK
 BY1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1966_STAMPING: A 414 1947
 BY1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1966+STABILITY: SURFACE MOTION
 BY1966
 BY1966  HISTORY     - Date     Condition        Report By
 BY1966  HISTORY     - 1947     MONUMENTED       CGS
 BY1966
 BY1966                          STATION DESCRIPTION
 BY1966
 BY1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1966'2.2 MI E FROM POST OAK.
 BY1966'0.4 MILE SOUTH AND 1.8 MILE EAST ALONG DIRT ROADS FROM PEARSONS CHAPEL
 BY1966'SCHOOL AT POST OAK, AT THE JUNCTION OF A PRIVATE ROAD LEADING NORTH,
 BY1966'64.0 FEET NORTH OF THE CENTER OF THE MAIN ROAD, 25.5 FEET WEST OF THE
 BY1966'CENTER OF A PRIVATE ROAD, 15.0 FEET NORTH OF A 2 1/2-FOOT PINE TREE,
 BY1966'1.8 FOOT WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET
 BY1966'ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1846 ***********************************************************************
 BY1846  DESIGNATION -  A 415 RESET 1965
 BY1846  PID         -  BY1846
 BY1846  STATE/COUNTY-  TX/LEON
 BY1846  USGS QUAD   -  EUNICE (1964)
 BY1846
 BY1846                         *CURRENT SURVEY CONTROL
 BY1846  ___________________________________________________________________
 BY1846* NAD 83(1986)-  31 15 10.     (N)    095 52 11.     (W)     SCALED    
 BY1846* NAVD 88     -       107.39   (+/-2cm)     352.3    (feet)  VERTCON   
 BY1846  ___________________________________________________________________
 BY1846  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BY1846
 BY1846  VERT ORDER  -  THIRD (See Below)
 BY1846
 BY1846.The horizontal coordinates were scaled from a topographic map and have
 BY1846.an estimated accuracy of +/- 6 seconds.
 BY1846
 BY1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1846.The vertical order pertains to the NGVD 29 superseded value.
 BY1846
 BY1846.The geoid height was determined by GEOID03.
 BY1846
 BY1846;                    North         East    Units  Estimated Accuracy
 BY1846;SPC TX C     - 3,184,360.    1,125,010.      MT  (+/- 180 meters Scaled)
 BY1846
 BY1846                          SUPERSEDED SURVEY CONTROL
 BY1846
 BY1846  NGVD 29 (01/29/03)  107.37   (m)          352.3    (f) RESET       3  
 BY1846
 BY1846.Superseded values are not recommended for survey control.
 BY1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1846.See file dsdata.txt to determine how the superseded data were derived.
 BY1846
 BY1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ267611(NAD 83)
 BY1846_MARKER: DB = BENCH MARK DISK
 BY1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1846_STAMPING: A 415 RESET 1965
 BY1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1846+STABILITY: SURFACE MOTION
 BY1846
 BY1846  HISTORY     - Date     Condition        Report By
 BY1846  HISTORY     - 1965     MONUMENTED       CGS
 BY1846
 BY1846                          STATION DESCRIPTION
 BY1846
 BY1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BY1846'7.3 MI E FROM CENTERVILLE.
 BY1846'ABOUT 7.3 MILES EAST ALONG STATE HIGHWAY 7 FROM THE LEON COUNTY COURT
 BY1846'HOUSE IN CENTERVILLE TO SITE OF BENCH MARK, 83 FEET SOUTH OF THE
 BY1846'CENTER LINE OF HIGHWAY, 166 FEET WEST OF THE WEST END OF THE BRIDGE
 BY1846'OVER CLAPPS CREEK (MEASURED ALONG THE RIGHT-OF-WAY FENCE), 1 FOOT
 BY1846'SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT EAST OF A METAL
 BY1846'WITNESS POST.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST
 BY1846'WHICH PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1768 ***********************************************************************
 BY1768  DESIGNATION -  A 416
 BY1768  PID         -  BY1768
 BY1768  STATE/COUNTY-  TX/LEON
 BY1768  USGS QUAD   -  EUNICE (1964)
 BY1768
 BY1768                         *CURRENT SURVEY CONTROL
 BY1768  ___________________________________________________________________
 BY1768* NAD 83(1986)-  31 21 11.     (N)    095 47 10.     (W)     SCALED    
 BY1768* NAVD 88     -        88.52   (+/-2cm)     290.4    (feet)  VERTCON   
 BY1768  ___________________________________________________________________
 BY1768  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY1768
 BY1768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1768
 BY1768.The horizontal coordinates were scaled from a topographic map and have
 BY1768.an estimated accuracy of +/- 6 seconds.
 BY1768
 BY1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1768.The vertical order pertains to the NGVD 29 superseded value.
 BY1768
 BY1768.The geoid height was determined by GEOID03.
 BY1768
 BY1768;                    North         East    Units  Estimated Accuracy
 BY1768;SPC TX C     - 3,195,790.    1,132,510.      MT  (+/- 180 meters Scaled)
 BY1768
 BY1768                          SUPERSEDED SURVEY CONTROL
 BY1768
 BY1768  NGVD 29 (??/??/92)   88.499  (m)          290.35   (f) ADJ UNCH    2 0
 BY1768
 BY1768.Superseded values are not recommended for survey control.
 BY1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1768.See file dsdata.txt to determine how the superseded data were derived.
 BY1768
 BY1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ349720(NAD 83)
 BY1768_MARKER: DB = BENCH MARK DISK
 BY1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1768_STAMPING: A 416 1947
 BY1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1768+STABILITY: SURFACE MOTION
 BY1768
 BY1768  HISTORY     - Date     Condition        Report By
 BY1768  HISTORY     - 1947     MONUMENTED       CGS
 BY1768
 BY1768                          STATION DESCRIPTION
 BY1768
 BY1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1768'5.0 MI SE FROM NINEVEH.
 BY1768'TO REACH FROM THE POST OFFICE AT NINEVEH GO SOUTHEAST 3.0 MILES ALONG
 BY1768'A GRADED DIRT ROAD, THENCE SOUTHERLY 2.0 MILES ALONG A GRADED DIRT
 BY1768'ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 0.15 MILE SOUTH OF A SCHOOL
 BY1768'HOUSE, 22.7 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 BY1768'ROAD, 20.9 FEET NORTHWEST OF A FOURTEEN INCH OAK TREE, 7.0 FEET SOUTH
 BY1768'OF A FENCE AND 1.5 FEET NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE
 BY1768'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1768'2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1678 ***********************************************************************
 BY1678  DESIGNATION -  A 417
 BY1678  PID         -  BY1678
 BY1678  STATE/COUNTY-  TX/LEON
 BY1678  USGS QUAD   -  FLO (1964)
 BY1678
 BY1678                         *CURRENT SURVEY CONTROL
 BY1678  ___________________________________________________________________
 BY1678* NAD 83(1986)-  31 25 51.     (N)    095 56 34.     (W)     SCALED    
 BY1678* NAVD 88     -       119.62   (+/-2cm)     392.5    (feet)  VERTCON   
 BY1678  ___________________________________________________________________
 BY1678  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY1678
 BY1678  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1678
 BY1678.The horizontal coordinates were scaled from a topographic map and have
 BY1678.an estimated accuracy of +/- 6 seconds.
 BY1678
 BY1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1678.The vertical order pertains to the NGVD 29 superseded value.
 BY1678
 BY1678.The geoid height was determined by GEOID03.
 BY1678
 BY1678;                    North         East    Units  Estimated Accuracy
 BY1678;SPC TX C     - 3,203,810.    1,117,270.      MT  (+/- 180 meters Scaled)
 BY1678
 BY1678                          SUPERSEDED SURVEY CONTROL
 BY1678
 BY1678  NGVD 29 (??/??/92)  119.583  (m)          392.33   (f) ADJ UNCH    2 0
 BY1678
 BY1678.Superseded values are not recommended for survey control.
 BY1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1678.See file dsdata.txt to determine how the superseded data were derived.
 BY1678
 BY1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ202810(NAD 83)
 BY1678_MARKER: DB = BENCH MARK DISK
 BY1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1678_STAMPING: A 417 1947
 BY1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1678+STABILITY: SURFACE MOTION
 BY1678
 BY1678  HISTORY     - Date     Condition        Report By
 BY1678  HISTORY     - 1947     MONUMENTED       CGS
 BY1678
 BY1678                          STATION DESCRIPTION
 BY1678
 BY1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1678'2.1 MI NW FROM FLO.
 BY1678'ABOUT 2.1 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE UNION
 BY1678'CHURCH AT FLO, ABOUT 150 YARDS EAST OF AND ACROSS THE ROAD FROM A
 BY1678'FARMHOUSE, 91.6 FEET EAST OF A TWENTY INCH OAK TREE, 34.0 FEET WEST OF
 BY1678'A TEN INCH PINE TREE, 32.0 FEET NORTH OF AND ABOUT LEVEL WITH THE
 BY1678'CENTER LINE OF THE ROAD AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.
 BY1678'A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1678'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0377 ***********************************************************************
 BZ0377  DESIGNATION -  A 418
 BZ0377  PID         -  BZ0377
 BZ0377  STATE/COUNTY-  TX/LEON
 BZ0377  USGS QUAD   -  DONIE (1982)
 BZ0377
 BZ0377                         *CURRENT SURVEY CONTROL
 BZ0377  ___________________________________________________________________
 BZ0377* NAD 83(1986)-  31 23 06.     (N)    096 07 37.     (W)     SCALED    
 BZ0377* NAVD 88     -       140.822  (meters)     462.01   (feet)  ADJUSTED  
 BZ0377  ___________________________________________________________________
 BZ0377  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BZ0377  DYNAMIC HT  -         140.648 (meters)     461.44  (feet)  COMP
 BZ0377  MODELED GRAV-     979,400.6   (mgal)                       NAVD 88
 BZ0377
 BZ0377  VERT ORDER  -  SECOND    CLASS 0
 BZ0377
 BZ0377.The horizontal coordinates were scaled from a topographic map and have
 BZ0377.an estimated accuracy of +/- 6 seconds.
 BZ0377
 BZ0377.The orthometric height was determined by differential leveling
 BZ0377.and adjusted by the National Geodetic Survey in June 1991..
 BZ0377
 BZ0377.The geoid height was determined by GEOID03.
 BZ0377
 BZ0377.The dynamic height is computed by dividing the NAVD 88
 BZ0377.geopotential number by the normal gravity value computed on the
 BZ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0377.degrees latitude (g = 980.6199 gals.).
 BZ0377
 BZ0377.The modeled gravity was interpolated from observed gravity values.
 BZ0377
 BZ0377;                    North         East    Units  Estimated Accuracy
 BZ0377;SPC TX C     - 3,198,050.    1,099,970.      MT  (+/- 180 meters Scaled)
 BZ0377
 BZ0377                          SUPERSEDED SURVEY CONTROL
 BZ0377
 BZ0377  NGVD 29 (??/??/92)  140.796  (m)          461.93   (f) ADJ UNCH    2 0
 BZ0377
 BZ0377.Superseded values are not recommended for survey control.
 BZ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0377.See file dsdata.txt to determine how the superseded data were derived.
 BZ0377
 BZ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV732758(NAD 83)
 BZ0377_MARKER: DB = BENCH MARK DISK
 BZ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0377_STAMPING: A 418 1947
 BZ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0377+STABILITY: SURFACE MOTION
 BZ0377
 BZ0377  HISTORY     - Date     Condition        Report By
 BZ0377  HISTORY     - 1947     MONUMENTED       CGS
 BZ0377  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0377
 BZ0377                          STATION DESCRIPTION
 BZ0377
 BZ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0377'2.1 MI NE FROM JEWETT.
 BZ0377'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEAST 2.1 MILES
 BZ0377'ALONG U.S. HIGHWAY NO.79 TO SITE OF MARK, BENCH MARK IS ABOUT 100
 BZ0377'YARDS SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A FARMHOUSE, 48.4 FEET
 BZ0377'SOUTHEAST OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 BZ0377'HIGHWAY, 33.5 FEET SOUTHWEST OF A FENCE CORNER, 9.2 FEET NORTH OF A
 BZ0377'POWER TRANSFORMER POLE, 1.0 FOOT NORTHWEST OF A FENCE AND 1.0 FOOT
 BZ0377'NORTHEAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BZ0377'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
 BZ0377
 BZ0377                          STATION RECOVERY (1980)
 BZ0377
 BZ0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0485 ***********************************************************************
 BZ0485  DESIGNATION -  A 419
 BZ0485  PID         -  BZ0485
 BZ0485  STATE/COUNTY-  TX/LEON
 BZ0485  USGS QUAD   -  SPRING SEAT (1982)
 BZ0485
 BZ0485                         *CURRENT SURVEY CONTROL
 BZ0485  ___________________________________________________________________
 BZ0485* NAD 83(1986)-  31 08 42.     (N)    096 06 59.     (W)     SCALED    
 BZ0485* NAVD 88     -       154.21   (+/-2cm)     505.9    (feet)  VERTCON   
 BZ0485  ___________________________________________________________________
 BZ0485  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BZ0485
 BZ0485  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0485
 BZ0485.The horizontal coordinates were scaled from a topographic map and have
 BZ0485.an estimated accuracy of +/- 6 seconds.
 BZ0485
 BZ0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0485.The vertical order pertains to the NGVD 29 superseded value.
 BZ0485
 BZ0485.The geoid height was determined by GEOID03.
 BZ0485
 BZ0485;                    North         East    Units  Estimated Accuracy
 BZ0485;SPC TX C     - 3,171,500.    1,101,980.      MT  (+/- 180 meters Scaled)
 BZ0485
 BZ0485                          SUPERSEDED SURVEY CONTROL
 BZ0485
 BZ0485  NGVD 29 (??/??/92)  154.179  (m)          505.84   (f) ADJ UNCH    2 0
 BZ0485
 BZ0485.Superseded values are not recommended for survey control.
 BZ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0485.See file dsdata.txt to determine how the superseded data were derived.
 BZ0485
 BZ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV749492(NAD 83)
 BZ0485_MARKER: DB = BENCH MARK DISK
 BZ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0485_STAMPING: A 419 1947
 BZ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0485+STABILITY: SURFACE MOTION
 BZ0485
 BZ0485  HISTORY     - Date     Condition        Report By
 BZ0485  HISTORY     - 1947     MONUMENTED       CGS
 BZ0485
 BZ0485                          STATION DESCRIPTION
 BZ0485
 BZ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0485'0.8 MI SE FROM FLYNN.
 BZ0485'TO REACH FROM THE POST OFFICE AT FLYNN GO SOUTHEAST 0.8 MILE ALONG A
 BZ0485'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ON LINE WITH THE
 BZ0485'CENTER LINE OF A FARM DRIVE LEADING NORTH, 53.4 FEET SOUTH OF A LONE
 BZ0485'TWENTYFOUR INCH OAK TREE, 21.0 FEET SOUTHWEST OF AND ABOUT LEVEL WITH
 BZ0485'THE CENTER LINE OF THE ROAD, 12.5 FEET SOUTHEAST OF THE SOUTHEAST END
 BZ0485'OF A WIRE GATE, 3.0 FEET SOUTHWEST OF A FENCE AND 1.0 FOOT SOUTHEAST
 BZ0485'OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP
 BZ0485'OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1869 ***********************************************************************
 BY1869  DESIGNATION -  A 420
 BY1869  PID         -  BY1869
 BY1869  STATE/COUNTY-  TX/LEON
 BY1869  USGS QUAD   -  AUSTONIO (1972)
 BY1869
 BY1869                         *CURRENT SURVEY CONTROL
 BY1869  ___________________________________________________________________
 BY1869* NAD 83(1986)-  31 13 59.     (N)    095 44 23.     (W)     SCALED    
 BY1869* NAVD 88     -        52.66   (+/-2cm)     172.8    (feet)  VERTCON   
 BY1869  ___________________________________________________________________
 BY1869  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BY1869
 BY1869  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1869
 BY1869.The horizontal coordinates were scaled from a topographic map and have
 BY1869.an estimated accuracy of +/- 6 seconds.
 BY1869
 BY1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1869.The vertical order pertains to the NGVD 29 superseded value.
 BY1869
 BY1869.The geoid height was determined by GEOID03.
 BY1869
 BY1869;                    North         East    Units  Estimated Accuracy
 BY1869;SPC TX C     - 3,182,680.    1,137,470.      MT  (+/- 180 meters Scaled)
 BY1869
 BY1869                          SUPERSEDED SURVEY CONTROL
 BY1869
 BY1869  NGVD 29 (??/??/92)   52.664  (m)          172.78   (f) ADJ UNCH    2 0
 BY1869
 BY1869.Superseded values are not recommended for survey control.
 BY1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1869.See file dsdata.txt to determine how the superseded data were derived.
 BY1869
 BY1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ390586(NAD 83)
 BY1869_MARKER: DB = BENCH MARK DISK
 BY1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1869_STAMPING: A 420 1947
 BY1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1869+STABILITY: SURFACE MOTION
 BY1869
 BY1869  HISTORY     - Date     Condition        Report By
 BY1869  HISTORY     - 1947     MONUMENTED       CGS
 BY1869
 BY1869                          STATION DESCRIPTION
 BY1869
 BY1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1869'10.1 MI NE FROM MIDDLETON.
 BY1869'TO REACH FROM THE POST OFFICE AT MIDDLETON GO EAST 1.1 MILES ALONG A
 BY1869'GRADED DIRT ROAD, THENCE NORTH 3.5 MILES ALONG A GRADED DIRT ROAD,
 BY1869'THENCE EAST 5.5 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 BY1869'MARK IS ABOUT 0.8 MILE WEST OF THE TRINITY RIVER, 28.0 FEET NORTH OF
 BY1869'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 12.0 FEET WEST OF A
 BY1869'TWENTY INCH PIN OAK TREE, 1.0 FOOT SOUTH OF A FENCE AND 1.5 FEET EAST
 BY1869'OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP
 BY1869'OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0598 ***********************************************************************
 CS0598  DESIGNATION -  A 421
 CS0598  PID         -  CS0598
 CS0598  STATE/COUNTY-  TX/HENDERSON
 CS0598  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0598
 CS0598                         *CURRENT SURVEY CONTROL
 CS0598  ___________________________________________________________________
 CS0598* NAD 83(1986)-  32 02 59.     (N)    096 02 51.     (W)     SCALED    
 CS0598* NAVD 88     -        89.418  (meters)     293.37   (feet)  ADJUSTED  
 CS0598  ___________________________________________________________________
 CS0598  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0598  DYNAMIC HT  -          89.314 (meters)     293.02  (feet)  COMP
 CS0598  MODELED GRAV-     979,477.7   (mgal)                       NAVD 88
 CS0598
 CS0598  VERT ORDER  -  SECOND    CLASS 0
 CS0598
 CS0598.The horizontal coordinates were scaled from a topographic map and have
 CS0598.an estimated accuracy of +/- 6 seconds.
 CS0598
 CS0598.The orthometric height was determined by differential leveling
 CS0598.and adjusted by the National Geodetic Survey in June 1991..
 CS0598
 CS0598.The geoid height was determined by GEOID03.
 CS0598
 CS0598.The dynamic height is computed by dividing the NAVD 88
 CS0598.geopotential number by the normal gravity value computed on the
 CS0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0598.degrees latitude (g = 980.6199 gals.).
 CS0598
 CS0598.The modeled gravity was interpolated from observed gravity values.
 CS0598
 CS0598;                    North         East    Units  Estimated Accuracy
 CS0598;SPC TXNC     - 2,045,180.      831,600.      MT  (+/- 180 meters Scaled)
 CS0598
 CS0598                          SUPERSEDED SURVEY CONTROL
 CS0598
 CS0598  NGVD 29 (??/??/92)   89.422  (m)          293.38   (f) ADJ UNCH    2 0
 CS0598
 CS0598.Superseded values are not recommended for survey control.
 CS0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0598.See file dsdata.txt to determine how the superseded data were derived.
 CS0598
 CS0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA787497(NAD 83)
 CS0598_MARKER: DB = BENCH MARK DISK
 CS0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0598_STAMPING: A 421 1947
 CS0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0598+STABILITY: SURFACE MOTION
 CS0598
 CS0598  HISTORY     - Date     Condition        Report By
 CS0598  HISTORY     - 1947     MONUMENTED       CGS
 CS0598
 CS0598                          STATION DESCRIPTION
 CS0598
 CS0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0598'11.7 MI SW FROM MALAKOFF.
 CS0598'7.1 MILES SOUTH ALONG FARM HIGHWAY NO. 90 AND 4.6 MILES WEST ALONG THE
 CS0598'STEPHENS LAKE ROAD FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT
 CS0598'MALAKOFF, AT THE TOP OF A SANDY HILL, 206.0 FEET WEST OF THE CENTER OF
 CS0598'A CATTLE GUARD ACROSS THE ROAD, 32.5 FEET WEST OF A 1 1/2-FOOT HICKORY
 CS0598'TREE, 26.0 FEET SOUTH OF THE CENTER OF THE ROAD, 20.0 FEET SOUTHEAST
 CS0598'OF A 1-FOOT HACKBERRY TREE, 1.5 FOOT WEST OF A REFERENCE POST, SET IN
 CS0598'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 CS0598'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0253 ***********************************************************************
 BZ0253  DESIGNATION -  A 422
 BZ0253  PID         -  BZ0253
 BZ0253  STATE/COUNTY-  TX/NAVARRO
 BZ0253  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0253
 BZ0253                         *CURRENT SURVEY CONTROL
 BZ0253  ___________________________________________________________________
 BZ0253* NAD 83(1986)-  31 56 23.     (N)    096 06 44.     (W)     SCALED    
 BZ0253* NAVD 88     -        96.793  (meters)     317.56   (feet)  ADJUSTED  
 BZ0253  ___________________________________________________________________
 BZ0253  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 BZ0253  DYNAMIC HT  -          96.680 (meters)     317.19  (feet)  COMP
 BZ0253  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 BZ0253
 BZ0253  VERT ORDER  -  SECOND    CLASS 0
 BZ0253
 BZ0253.The horizontal coordinates were scaled from a topographic map and have
 BZ0253.an estimated accuracy of +/- 6 seconds.
 BZ0253
 BZ0253.The orthometric height was determined by differential leveling
 BZ0253.and adjusted by the National Geodetic Survey in June 1991..
 BZ0253
 BZ0253.The geoid height was determined by GEOID03.
 BZ0253
 BZ0253.The dynamic height is computed by dividing the NAVD 88
 BZ0253.geopotential number by the normal gravity value computed on the
 BZ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0253.degrees latitude (g = 980.6199 gals.).
 BZ0253
 BZ0253.The modeled gravity was interpolated from observed gravity values.
 BZ0253
 BZ0253;                    North         East    Units  Estimated Accuracy
 BZ0253;SPC TXNC     - 2,032,850.      825,770.      MT  (+/- 180 meters Scaled)
 BZ0253
 BZ0253                          SUPERSEDED SURVEY CONTROL
 BZ0253
 BZ0253  NGVD 29 (??/??/92)   96.789  (m)          317.55   (f) ADJ UNCH    2 0
 BZ0253
 BZ0253.Superseded values are not recommended for survey control.
 BZ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0253.See file dsdata.txt to determine how the superseded data were derived.
 BZ0253
 BZ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA729373(NAD 83)
 BZ0253_MARKER: DB = BENCH MARK DISK
 BZ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0253_STAMPING: A 422 1947
 BZ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0253+STABILITY: SURFACE MOTION
 BZ0253
 BZ0253  HISTORY     - Date     Condition        Report By
 BZ0253  HISTORY     - 1947     MONUMENTED       CGS
 BZ0253  HISTORY     - 1958     GOOD             USGS
 BZ0253
 BZ0253                          STATION DESCRIPTION
 BZ0253
 BZ0253'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BZ0253'6.8 MI NE FROM WINKLER.
 BZ0253'WINKLER, 6.2 MILES EAST OF ALONG FARM ROAD 246 TO NORTHEAST-SOUTHWEST
 BZ0253'ROAD CROSSING THENCE 0.1 MILE NORTHEAST THENCE 0.4 MILE NORTHWEST
 BZ0253'THENCE 0.1 MILE NORTHEAST TO TOP OF HILL AND SITE OF MARK.  BENCH MARK
 BZ0253'IS 74 FEET NORTHEAST OF JCT NE-SW ROAD, AND ABANDONED ROAD SE, 22 FEET
 BZ0253'NORTHWEST OF ROAD AND 4 FEET SOUTHEAST OF FENCE LINE.  IN A CONCRETE
 BZ0253'POST PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0586 ***********************************************************************
 GL0586  DESIGNATION -  A 423
 GL0586  PID         -  GL0586
 GL0586  STATE/COUNTY-  TX/DALLAM
 GL0586  USGS QUAD   -  TEXLINE NORTH (1970)
 GL0586
 GL0586                         *CURRENT SURVEY CONTROL
 GL0586  ___________________________________________________________________
 GL0586* NAD 83(1986)-  36 22 35.     (N)    103 01 34.     (W)     SCALED    
 GL0586* NAVD 88     -      1431.161  (meters)    4695.40   (feet)  ADJUSTED  
 GL0586  ___________________________________________________________________
 GL0586  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 GL0586  DYNAMIC HT  -        1429.484 (meters)    4689.90  (feet)  COMP
 GL0586  MODELED GRAV-     979,410.2   (mgal)                       NAVD 88
 GL0586
 GL0586  VERT ORDER  -  FIRST     CLASS II
 GL0586
 GL0586.The horizontal coordinates were scaled from a topographic map and have
 GL0586.an estimated accuracy of +/- 6 seconds.
 GL0586
 GL0586.The orthometric height was determined by differential leveling
 GL0586.and adjusted by the National Geodetic Survey in June 1991..
 GL0586
 GL0586.The geoid height was determined by GEOID03.
 GL0586
 GL0586.The dynamic height is computed by dividing the NAVD 88
 GL0586.geopotential number by the normal gravity value computed on the
 GL0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0586.degrees latitude (g = 980.6199 gals.).
 GL0586
 GL0586.The modeled gravity was interpolated from observed gravity values.
 GL0586
 GL0586;                    North         East    Units  Estimated Accuracy
 GL0586;SPC TX N     - 1,264,700.       63,060.      MT  (+/- 180 meters Scaled)
 GL0586
 GL0586                          SUPERSEDED SURVEY CONTROL
 GL0586
 GL0586  NGVD 29 (??/??/92) 1430.48   (m)         4693.2    (f) COMPUTED    1 2
 GL0586
 GL0586.Superseded values are not recommended for survey control.
 GL0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0586.See file dsdata.txt to determine how the superseded data were derived.
 GL0586
 GL0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA770275(NAD 83)
 GL0586_MARKER: DB = BENCH MARK DISK
 GL0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0586_STAMPING: A 423 1955
 GL0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0586+STABILITY: SURFACE MOTION
 GL0586
 GL0586  HISTORY     - Date     Condition        Report By
 GL0586  HISTORY     - 1955     MONUMENTED       CGS
 GL0586
 GL0586                          STATION DESCRIPTION
 GL0586
 GL0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0586'0.1 MI NW FROM TEXLINE.
 GL0586'0.1 MILE NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0586'THE STATION AT TEXLINE, 5.6 FEET NORTHWEST OF MILEPOST 453, 21 FEET
 GL0586'SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE TRACK, 41 FEET SOUTHWEST OF
 GL0586'THE SOUTHWEST RAIL OF THE MAIN TRACK, 2 FEET SOUTHEAST OF A WITNESS
 GL0586'POST, 182 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF FARM ROAD
 GL0586'296, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL0586'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0056 ***********************************************************************
 EN0056  DESIGNATION -  A 426
 EN0056  PID         -  EN0056
 EN0056  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0056  USGS QUAD   -  SHINNERY CREEK (1959)
 EN0056
 EN0056                         *CURRENT SURVEY CONTROL
 EN0056  ___________________________________________________________________
 EN0056* NAD 83(1986)-  34 52 39.     (N)    100 04 59.     (W)     SCALED    
 EN0056* NAVD 88     -       606.835  (meters)    1990.92   (feet)  POSTED    
 EN0056  ___________________________________________________________________
 EN0056  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 EN0056  DYNAMIC HT  -         606.160 (meters)    1988.71  (feet)  COMP
 EN0056  MODELED GRAV-     979,506.8   (mgal)                       NAVD 88
 EN0056
 EN0056  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0056
 EN0056.The horizontal coordinates were scaled from a topographic map and have
 EN0056.an estimated accuracy of +/- 6 seconds.
 EN0056
 EN0056.The orthometric height was determined by differential leveling
 EN0056.and adjusted by the National Geodetic Survey in 1992..
 EN0056.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0056.rate of 1.1 thru 2.0 mm/km.
 EN0056
 EN0056.The geoid height was determined by GEOID03.
 EN0056
 EN0056.The dynamic height is computed by dividing the NAVD 88
 EN0056.geopotential number by the normal gravity value computed on the
 EN0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0056.degrees latitude (g = 980.6199 gals.).
 EN0056
 EN0056.The modeled gravity was interpolated from observed gravity values.
 EN0056
 EN0056;                    North         East    Units  Estimated Accuracy
 EN0056;SPC TX N     - 1,098,280.      329,530.      MT  (+/- 180 meters Scaled)
 EN0056
 EN0056                          SUPERSEDED SURVEY CONTROL
 EN0056
 EN0056  NGVD 29 (??/??/92)  606.540  (m)         1989.96   (f) ADJ UNCH    2 0
 EN0056
 EN0056.Superseded values are not recommended for survey control.
 EN0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0056.See file dsdata.txt to determine how the superseded data were derived.
 EN0056
 EN0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD010599(NAD 83)
 EN0056_MARKER: DB = BENCH MARK DISK
 EN0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0056_STAMPING: A 426 1934
 EN0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0056+STABILITY: SURFACE MOTION
 EN0056
 EN0056  HISTORY     - Date     Condition        Report By
 EN0056  HISTORY     - 1934     MONUMENTED       CGS
 EN0056  HISTORY     - 1959     GOOD             NGS
 EN0056
 EN0056                          STATION DESCRIPTION
 EN0056
 EN0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EN0056'IN WELLINGTON.
 EN0056'AT WELLINGTON, 0.5 MILES NORTH, 7.7 MILES EAST OF THE COURTHOUSE ALONG
 EN0056'U. S. HIGHWAY 83 AND TEXAS HIGHWAY 203 TO A FIELD ROAD RUNNING NORTH,
 EN0056'0.2 MILES NORTH AND WEST ALONG THIS FIELD ROAD TO AN EAST-WEST
 EN0056'FENCELINE, 420 FEET EAST OF A TRAIL AT EAST-WEST FENCE, 50 FEET NORTH
 EN0056'AND 0.9 FEET LOWER THAN A TRAIL, 1 FOOT SOUTH OF FENCE, AND SET IN THE
 EN0056'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0090 ***********************************************************************
 EO0090  DESIGNATION -  A 430 RESET 1948
 EO0090  PID         -  EO0090
 EO0090  STATE/COUNTY-  TX/CASTRO
 EO0090  USGS QUAD   -  DIMMITT SW (1965)
 EO0090
 EO0090                         *CURRENT SURVEY CONTROL
 EO0090  ___________________________________________________________________
 EO0090* NAD 83(1986)-  34 31 47.     (N)    102 26 06.     (W)     SCALED    
 EO0090* NAVD 88     -      1198.59   (meters)    3932.4    (feet)  RESET     
 EO0090  ___________________________________________________________________
 EO0090  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 EO0090
 EO0090  VERT ORDER  -  THIRD
 EO0090
 EO0090.The horizontal coordinates were scaled from a topographic map and have
 EO0090.an estimated accuracy of +/- 6 seconds.
 EO0090
 EO0090.The orthometric height was computed from unverified reset data.
 EO0090
 EO0090.The geoid height was determined by GEOID03.
 EO0090
 EO0090;                    North         East    Units  Estimated Accuracy
 EO0090;SPC TX N     - 1,059,170.      114,160.      MT  (+/- 180 meters Scaled)
 EO0090
 EO0090                          SUPERSEDED SURVEY CONTROL
 EO0090
 EO0090.No superseded survey control is available for this station.
 EO0090
 EO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU354238(NAD 83)
 EO0090_MARKER: DB = BENCH MARK DISK
 EO0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0090_SP_SET: CULVERT
 EO0090_STAMPING: A 430 RESET 1948
 EO0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0090
 EO0090  HISTORY     - Date     Condition        Report By
 EO0090  HISTORY     - 1948     MONUMENTED       TXHD
 EO0090
 EO0090                          STATION DESCRIPTION
 EO0090
 EO0090'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 EO0090'7.5 MI W FROM DIMMITT.
 EO0090'7.5 MILES WEST ALONG STATE HIGHWAY 86 FROM THE FORT WORTH AND DENVER
 EO0090'RAILWAY STATION AT DIMMITT, AT A CULVERT, AND IN THE TOP OF THE SOUTH
 EO0090'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0400 ***********************************************************************
 EN0400  DESIGNATION -  A 431
 EN0400  PID         -  EN0400
 EN0400  STATE/COUNTY-  TX/SWISHER
 EN0400  USGS QUAD   -  TULE LAKE (1968)
 EN0400
 EN0400                         *CURRENT SURVEY CONTROL
 EN0400  ___________________________________________________________________
 EN0400* NAD 83(1986)-  34 30 53.     (N)    101 43 25.     (W)     SCALED    
 EN0400* NAVD 88     -      1053.409  (meters)    3456.06   (feet)  ADJUSTED  
 EN0400  ___________________________________________________________________
 EN0400  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 EN0400  DYNAMIC HT  -        1052.095 (meters)    3451.75  (feet)  COMP
 EN0400  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 EN0400
 EN0400  VERT ORDER  -  SECOND    CLASS 0
 EN0400
 EN0400.The horizontal coordinates were scaled from a topographic map and have
 EN0400.an estimated accuracy of +/- 6 seconds.
 EN0400
 EN0400.The orthometric height was determined by differential leveling
 EN0400.and adjusted by the National Geodetic Survey in June 1991..
 EN0400
 EN0400.The geoid height was determined by GEOID03.
 EN0400
 EN0400.The dynamic height is computed by dividing the NAVD 88
 EN0400.geopotential number by the normal gravity value computed on the
 EN0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0400.degrees latitude (g = 980.6199 gals.).
 EN0400
 EN0400.The modeled gravity was interpolated from observed gravity values.
 EN0400
 EN0400;                    North         East    Units  Estimated Accuracy
 EN0400;SPC TX N     - 1,057,130.      179,470.      MT  (+/- 180 meters Scaled)
 EN0400
 EN0400                          SUPERSEDED SURVEY CONTROL
 EN0400
 EN0400  NGVD 29 (??/??/92) 1052.986  (m)         3454.67   (f) ADJ UNCH    2 0
 EN0400
 EN0400.Superseded values are not recommended for survey control.
 EN0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0400.See file dsdata.txt to determine how the superseded data were derived.
 EN0400
 EN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD499225(NAD 83)
 EN0400_MARKER: DB = BENCH MARK DISK
 EN0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0400_STAMPING: A 431 1934
 EN0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0400+STABILITY: SURFACE MOTION
 EN0400
 EN0400  HISTORY     - Date     Condition        Report By
 EN0400  HISTORY     - 1934     MONUMENTED       CGS
 EN0400  HISTORY     - 1969     GOOD             USGS
 EN0400
 EN0400                          STATION DESCRIPTION
 EN0400
 EN0400'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 EN0400'3.6 MI E FROM TULIA.
 EN0400'2.4. MILES EAST ALONG STATE HIGHWAY 86 FROM THE COURTHOUSE AT TULIA,
 EN0400'TEX, THENCE 0.9 MILES SOUTH ALONG COUNTY ROAD TO X-ROADS.  IN THE NW
 EN0400'CORNER OF THE INTERSECTION 30 FT. N AND 30 FT. W OF X-RDS.  A STANDARD
 EN0400'DISK STAMPED A-431-1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0328 ***********************************************************************
 EN0328  DESIGNATION -  A 432
 EN0328  PID         -  EN0328
 EN0328  STATE/COUNTY-  TX/HALE
 EN0328  USGS QUAD   -  PLAINVIEW (1965)
 EN0328
 EN0328                         *CURRENT SURVEY CONTROL
 EN0328  ___________________________________________________________________
 EN0328* NAD 83(1986)-  34 14 55.     (N)    101 42 28.     (W)     SCALED    
 EN0328* NAVD 88     -      1034.824  (meters)    3395.09   (feet)  ADJUSTED  
 EN0328  ___________________________________________________________________
 EN0328  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EN0328  DYNAMIC HT  -        1033.509 (meters)    3390.77  (feet)  COMP
 EN0328  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 EN0328
 EN0328  VERT ORDER  -  SECOND    CLASS 0
 EN0328
 EN0328.The horizontal coordinates were scaled from a topographic map and have
 EN0328.an estimated accuracy of +/- 6 seconds.
 EN0328
 EN0328.The orthometric height was determined by differential leveling
 EN0328.and adjusted by the National Geodetic Survey in June 1991..
 EN0328
 EN0328.The geoid height was determined by GEOID03.
 EN0328
 EN0328.The dynamic height is computed by dividing the NAVD 88
 EN0328.geopotential number by the normal gravity value computed on the
 EN0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0328.degrees latitude (g = 980.6199 gals.).
 EN0328
 EN0328.The modeled gravity was interpolated from observed gravity values.
 EN0328
 EN0328;                    North         East    Units  Estimated Accuracy
 EN0328;SPC TXNC     - 2,290,850.      304,540.      MT  (+/- 180 meters Scaled)
 EN0328
 EN0328                          SUPERSEDED SURVEY CONTROL
 EN0328
 EN0328  NGVD 29 (??/??/92) 1034.413  (m)         3393.74   (f) ADJ UNCH    2 0
 EN0328
 EN0328.Superseded values are not recommended for survey control.
 EN0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0328.See file dsdata.txt to determine how the superseded data were derived.
 EN0328
 EN0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC506930(NAD 83)
 EN0328_MARKER: DB = BENCH MARK DISK
 EN0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0328_STAMPING: A-432 1934
 EN0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0328+STABILITY: SURFACE MOTION
 EN0328
 EN0328  HISTORY     - Date     Condition        Report By
 EN0328  HISTORY     - 1934     MONUMENTED       CGS
 EN0328  HISTORY     - 1963     MARK NOT FOUND   LOCSUR
 EN0328
 EN0328                          STATION DESCRIPTION
 EN0328
 EN0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0328'3.9 MI N FROM PLAINVIEW.
 EN0328'3.9 MI. N. ALONG P. AND S. F. RY. AT A GRADE CROSSING OF A SECONDARY
 EN0328'ROAD, 9 1/2 POLES N. OF MI. POST NO. 624, 41 FT. W. OF THE CENTER LINE
 EN0328'OF TRACK, 36 FT. E. OF THE CENTER LINE OF HWY., 32 FT. N. OF THE
 EN0328'CENTER LINE OF ROAD XING TRACK, 4 FT. N.E. OF A FENCE CORNER, AND 5
 EN0328'FT. S. W. OF A TELEGRAPH POLE.
 EN0328
 EN0328                          STATION RECOVERY (1963)
 EN0328
 EN0328'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 EN0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0154 ***********************************************************************
 DP0154  DESIGNATION -  A 434
 DP0154  PID         -  DP0154
 DP0154  STATE/COUNTY-  TX/DICKENS
 DP0154  USGS QUAD   -  DICKENS NORTH (1981)
 DP0154
 DP0154                         *CURRENT SURVEY CONTROL
 DP0154  ___________________________________________________________________
 DP0154* NAD 83(1986)-  33 40 28.     (N)    100 50 23.     (W)     SCALED    
 DP0154* NAVD 88     -       829.223  (meters)    2720.54   (feet)  ADJUSTED  
 DP0154  ___________________________________________________________________
 DP0154  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DP0154  DYNAMIC HT  -         828.202 (meters)    2717.19  (feet)  COMP
 DP0154  MODELED GRAV-     979,377.3   (mgal)                       NAVD 88
 DP0154
 DP0154  VERT ORDER  -  SECOND    CLASS 0
 DP0154
 DP0154.The horizontal coordinates were scaled from a topographic map and have
 DP0154.an estimated accuracy of +/- 6 seconds.
 DP0154
 DP0154.The orthometric height was determined by differential leveling
 DP0154.and adjusted by the National Geodetic Survey in June 1991..
 DP0154
 DP0154.The geoid height was determined by GEOID03.
 DP0154
 DP0154.The dynamic height is computed by dividing the NAVD 88
 DP0154.geopotential number by the normal gravity value computed on the
 DP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0154.degrees latitude (g = 980.6199 gals.).
 DP0154
 DP0154.The modeled gravity was interpolated from observed gravity values.
 DP0154
 DP0154;                    North         East    Units  Estimated Accuracy
 DP0154;SPC TXNC     - 2,225,060.      383,060.      MT  (+/- 180 meters Scaled)
 DP0154
 DP0154                          SUPERSEDED SURVEY CONTROL
 DP0154
 DP0154  NGVD 29 (??/??/92)  828.940  (m)         2719.61   (f) ADJ UNCH    2 0
 DP0154
 DP0154.Superseded values are not recommended for survey control.
 DP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0154.See file dsdata.txt to determine how the superseded data were derived.
 DP0154
 DP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC294275(NAD 83)
 DP0154_MARKER: DB = BENCH MARK DISK
 DP0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0154_STAMPING: A 434 1934
 DP0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0154+STABILITY: SURFACE MOTION
 DP0154
 DP0154  HISTORY     - Date     Condition        Report By
 DP0154  HISTORY     - 1934     MONUMENTED       CGS
 DP0154  HISTORY     - 1967     GOOD             USGS
 DP0154
 DP0154                          STATION DESCRIPTION
 DP0154
 DP0154'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DP0154'4.1 MI N FROM DICKENS.
 DP0154'DICKENS COURTHOUSE.  0.3 MILES W OF ALONG U S HIGHWAY 82.  THENCE 4.1
 DP0154'MILES N ALONG STATE HIGHWAY 70 TO A T-RD. W.  449 FEET S ALONG HWY
 DP0154'FROM T-RD.  220 FEET E OF THE CENTERLINE OF THE HWY.  50 FEET
 DP0154'NORTHEAST OF THE CENTERLINE OF THE OLD ABANDONED HIGHWAY.  AT THE TOP
 DP0154'OF THE RIDGE.  1 FOOT SW OF THE ROW FENCE.  7 FEET NW OF A CONCRETE
 DP0154'ROW MARKER.  A STANDARD TABLET STAMPED A 434 1934 AND SET IN A
 DP0154'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0162 ***********************************************************************
 EN0162  DESIGNATION -  A 435
 EN0162  PID         -  EN0162
 EN0162  STATE/COUNTY-  TX/HALL
 EN0162  USGS QUAD   -  FOLLEY (1981)
 EN0162
 EN0162                         *CURRENT SURVEY CONTROL
 EN0162  ___________________________________________________________________
 EN0162* NAD 83(1986)-  34 18 36.     (N)    100 53 50.     (W)     SCALED    
 EN0162* NAVD 88     -       709.741  (meters)    2328.54   (feet)  ADJUSTED  
 EN0162  ___________________________________________________________________
 EN0162  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EN0162  DYNAMIC HT  -         708.890 (meters)    2325.75  (feet)  COMP
 EN0162  MODELED GRAV-     979,414.8   (mgal)                       NAVD 88
 EN0162
 EN0162  VERT ORDER  -  SECOND    CLASS 0
 EN0162
 EN0162.The horizontal coordinates were scaled from a topographic map and have
 EN0162.an estimated accuracy of +/- 6 seconds.
 EN0162
 EN0162.The orthometric height was determined by differential leveling
 EN0162.and adjusted by the National Geodetic Survey in June 1991..
 EN0162
 EN0162.The geoid height was determined by GEOID03.
 EN0162
 EN0162.The dynamic height is computed by dividing the NAVD 88
 EN0162.geopotential number by the normal gravity value computed on the
 EN0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0162.degrees latitude (g = 980.6199 gals.).
 EN0162
 EN0162.The modeled gravity was interpolated from observed gravity values.
 EN0162
 EN0162;                    North         East    Units  Estimated Accuracy
 EN0162;SPC TX N     - 1,034,560.      255,490.      MT  (+/- 180 meters Scaled)
 EN0162
 EN0162                          SUPERSEDED SURVEY CONTROL
 EN0162
 EN0162  NGVD 29 (??/??/92)  709.43   (m)         2327.5    (f) COMPUTED    2 0
 EN0162
 EN0162.Superseded values are not recommended for survey control.
 EN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0162.See file dsdata.txt to determine how the superseded data were derived.
 EN0162
 EN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC254981(NAD 83)
 EN0162_MARKER: DB = BENCH MARK DISK
 EN0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0162_STAMPING: A-435 1934
 EN0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0162+STABILITY: SURFACE MOTION
 EN0162
 EN0162  HISTORY     - Date     Condition        Report By
 EN0162  HISTORY     - 1934     MONUMENTED       CGS
 EN0162  HISTORY     - 1935     GOOD             NGS
 EN0162  HISTORY     - 1967     MARK NOT FOUND   USGS
 EN0162
 EN0162                          STATION DESCRIPTION
 EN0162
 EN0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EN0162'6.7 MI S FROM TURKEY.
 EN0162'6.7 MI. S. ALONG STATE NO. 18 ABOUT 100 YDS. N. OF SIGN CURVE, ABOUT
 EN0162'100 YDS. S. OF CURVE, 49 FT. E. OF THE CENTER LINE OF HWY., 2 FT. N.
 EN0162'OF R.O.W. POST, AND 1 FT. W. OF THE FENCE LINE.
 EN0162
 EN0162                          STATION RECOVERY (1967)
 EN0162
 EN0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EN0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0019 ***********************************************************************
 DP0019  DESIGNATION -  A 436
 DP0019  PID         -  DP0019
 DP0019  STATE/COUNTY-  TX/COTTLE
 DP0019  USGS QUAD   -  GINSITE (1981)
 DP0019
 DP0019                         *CURRENT SURVEY CONTROL
 DP0019  ___________________________________________________________________
 DP0019* NAD 83(1986)-  33 55 04.     (N)    100 19 38.     (W)     SCALED    
 DP0019* NAVD 88     -       556.690  (meters)    1826.41   (feet)  ADJUSTED  
 DP0019  ___________________________________________________________________
 DP0019  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DP0019  DYNAMIC HT  -         556.041 (meters)    1824.28  (feet)  COMP
 DP0019  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 DP0019
 DP0019  VERT ORDER  -  SECOND    CLASS 0
 DP0019
 DP0019.The horizontal coordinates were scaled from a topographic map and have
 DP0019.an estimated accuracy of +/- 6 seconds.
 DP0019
 DP0019.The orthometric height was determined by differential leveling
 DP0019.and adjusted by the National Geodetic Survey in June 1991..
 DP0019
 DP0019.The geoid height was determined by GEOID03.
 DP0019
 DP0019.The dynamic height is computed by dividing the NAVD 88
 DP0019.geopotential number by the normal gravity value computed on the
 DP0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0019.degrees latitude (g = 980.6199 gals.).
 DP0019
 DP0019.The modeled gravity was interpolated from observed gravity values.
 DP0019
 DP0019;                    North         East    Units  Estimated Accuracy
 DP0019;SPC TXNC     - 2,251,110.      431,040.      MT  (+/- 180 meters Scaled)
 DP0019
 DP0019                          SUPERSEDED SURVEY CONTROL
 DP0019
 DP0019  NGVD 29 (??/??/92)  556.497  (m)         1825.77   (f) ADJ UNCH    2 0
 DP0019
 DP0019.Superseded values are not recommended for survey control.
 DP0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0019.See file dsdata.txt to determine how the superseded data were derived.
 DP0019
 DP0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC773538(NAD 83)
 DP0019_MARKER: DB = BENCH MARK DISK
 DP0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0019_STAMPING: A-436 1934
 DP0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0019+STABILITY: SURFACE MOTION
 DP0019
 DP0019  HISTORY     - Date     Condition        Report By
 DP0019  HISTORY     - 1934     MONUMENTED       CGS
 DP0019  HISTORY     - 1935     GOOD             NGS
 DP0019  HISTORY     - 1958     GOOD             USGS
 DP0019
 DP0019                          STATION DESCRIPTION
 DP0019
 DP0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0019'7.2 MI S FROM PADUCAH.
 DP0019'7.2 MI. S. ALONG U.S. NO. 83 60 FT. S. OF A T ROAD TO THE W., 44 FT.
 DP0019'W. OF THE CENTER LINE OF HWY., 3 FT. N. OF A TELEPHONE POLE, AND 1 FT.
 DP0019'E. OF THE FENCE LINE.
 DP0019
 DP0019                          STATION RECOVERY (1958)
 DP0019
 DP0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DP0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0089 ***********************************************************************
 EN0089  DESIGNATION -  A 437
 EN0089  PID         -  EN0089
 EN0089  STATE/COUNTY-  TX/COTTLE
 EN0089  USGS QUAD   -  KIRKLAND SOUTH (1981)
 EN0089
 EN0089                         *CURRENT SURVEY CONTROL
 EN0089  ___________________________________________________________________
 EN0089* NAD 83(1986)-  34 15 34.     (N)    100 03 14.     (W)     SCALED    
 EN0089* NAVD 88     -       509.475  (meters)    1671.50   (feet)  ADJUSTED  
 EN0089  ___________________________________________________________________
 EN0089  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EN0089  DYNAMIC HT  -         508.899 (meters)    1669.61  (feet)  COMP
 EN0089  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 EN0089
 EN0089  VERT ORDER  -  SECOND    CLASS 0
 EN0089
 EN0089.The horizontal coordinates were scaled from a topographic map and have
 EN0089.an estimated accuracy of +/- 6 seconds.
 EN0089
 EN0089.The orthometric height was determined by differential leveling
 EN0089.and adjusted by the National Geodetic Survey in June 1991..
 EN0089
 EN0089.The geoid height was determined by GEOID03.
 EN0089
 EN0089.The dynamic height is computed by dividing the NAVD 88
 EN0089.geopotential number by the normal gravity value computed on the
 EN0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0089.degrees latitude (g = 980.6199 gals.).
 EN0089
 EN0089.The modeled gravity was interpolated from observed gravity values.
 EN0089
 EN0089;                    North         East    Units  Estimated Accuracy
 EN0089;SPC TXNC     - 2,288,600.      456,870.      MT  (+/- 180 meters Scaled)
 EN0089
 EN0089                          SUPERSEDED SURVEY CONTROL
 EN0089
 EN0089  NGVD 29 (??/??/92)  509.275  (m)         1670.85   (f) ADJ UNCH    2 0
 EN0089
 EN0089.Superseded values are not recommended for survey control.
 EN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0089.See file dsdata.txt to determine how the superseded data were derived.
 EN0089
 EN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC029914(NAD 83)
 EN0089_MARKER: DB = BENCH MARK DISK
 EN0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0089_STAMPING: A 437 1934
 EN0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0089+STABILITY: SURFACE MOTION
 EN0089
 EN0089  HISTORY     - Date     Condition        Report By
 EN0089  HISTORY     - 1934     MONUMENTED       CGS
 EN0089  HISTORY     - 1967     GOOD             USGS
 EN0089
 EN0089                          STATION DESCRIPTION
 EN0089
 EN0089'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 EN0089'10.0 MI E FROM SWEARINGEN.
 EN0089'10.0 MILES NORTHEAST OF THE QUANAH, ACME AND PACIFIC RAILWAY STATION
 EN0089'AT SWEARINGEN, COTTLE COUNTY, OPPOSITE MILEPOST 19+20, 45 FEET
 EN0089'SOUTHEAST OF THE TRACK, AND 1 FOOT NORTHWEST OF A FENCE.  A STANDARD
 EN0089'DISK, STAMPED A 437 1954 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0215 ***********************************************************************
 DP0215  DESIGNATION -  A 438
 DP0215  PID         -  DP0215
 DP0215  STATE/COUNTY-  TX/MOTLEY
 DP0215  USGS QUAD   -  CHINA CANYON (1981)
 DP0215
 DP0215                         *CURRENT SURVEY CONTROL
 DP0215  ___________________________________________________________________
 DP0215* NAD 83(1986)-  33 58 26.     (N)    100 36 48.     (W)     SCALED    
 DP0215* NAVD 88     -       675.460  (meters)    2216.07   (feet)  ADJUSTED  
 DP0215  ___________________________________________________________________
 DP0215  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DP0215  DYNAMIC HT  -         674.656 (meters)    2213.43  (feet)  COMP
 DP0215  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 DP0215
 DP0215  VERT ORDER  -  SECOND    CLASS 0
 DP0215
 DP0215.The horizontal coordinates were scaled from a topographic map and have
 DP0215.an estimated accuracy of +/- 6 seconds.
 DP0215
 DP0215.The orthometric height was determined by differential leveling
 DP0215.and adjusted by the National Geodetic Survey in June 1991..
 DP0215
 DP0215.The geoid height was determined by GEOID03.
 DP0215
 DP0215.The dynamic height is computed by dividing the NAVD 88
 DP0215.geopotential number by the normal gravity value computed on the
 DP0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0215.degrees latitude (g = 980.6199 gals.).
 DP0215
 DP0215.The modeled gravity was interpolated from observed gravity values.
 DP0215
 DP0215;                    North         East    Units  Estimated Accuracy
 DP0215;SPC TXNC     - 2,257,830.      404,710.      MT  (+/- 180 meters Scaled)
 DP0215
 DP0215                          SUPERSEDED SURVEY CONTROL
 DP0215
 DP0215  NGVD 29 (??/??/92)  675.207  (m)         2215.24   (f) ADJ UNCH    2 0
 DP0215
 DP0215.Superseded values are not recommended for survey control.
 DP0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0215.See file dsdata.txt to determine how the superseded data were derived.
 DP0215
 DP0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC509604(NAD 83)
 DP0215_MARKER: DB = BENCH MARK DISK
 DP0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0215_STAMPING: A 438 1934
 DP0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0215+STABILITY: SURFACE MOTION
 DP0215
 DP0215  HISTORY     - Date     Condition        Report By
 DP0215  HISTORY     - 1934     MONUMENTED       CGS
 DP0215  HISTORY     - 1958     GOOD             NGS
 DP0215
 DP0215                          STATION DESCRIPTION
 DP0215
 DP0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0215'5.7 MI E FROM RUSSELLVILLE.
 DP0215'ABOUT 5.7 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0215'RUSSELLVILLE, MOTLEY COUNTY, AT THE SUMMIT STATION 22 FEET NORTH OF
 DP0215'MILEPOST 63+15, ABOUT 73 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 DP0215'AND 2 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED A 438 1934
 DP0215'AND SET IN THE TOP OF A CONCRETE POST.
 DP0215
 DP0215                          STATION RECOVERY (1958)
 DP0215
 DP0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0239 ***********************************************************************
 DP0239  DESIGNATION -  A 439
 DP0239  PID         -  DP0239
 DP0239  STATE/COUNTY-  TX/FLOYD
 DP0239  USGS QUAD   -  FLOYDADA (1981)
 DP0239
 DP0239                         *CURRENT SURVEY CONTROL
 DP0239  ___________________________________________________________________
 DP0239* NAD 83(1986)-  33 58 59.     (N)    101 19 48.     (W)     SCALED    
 DP0239* NAVD 88     -       971.182  (meters)    3186.29   (feet)  ADJUSTED  
 DP0239  ___________________________________________________________________
 DP0239  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DP0239  DYNAMIC HT  -         969.940 (meters)    3182.21  (feet)  COMP
 DP0239  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 DP0239
 DP0239  VERT ORDER  -  SECOND    CLASS 0
 DP0239
 DP0239.The horizontal coordinates were scaled from a topographic map and have
 DP0239.an estimated accuracy of +/- 6 seconds.
 DP0239
 DP0239.The orthometric height was determined by differential leveling
 DP0239.and adjusted by the National Geodetic Survey in June 1991..
 DP0239
 DP0239.The geoid height was determined by GEOID03.
 DP0239
 DP0239.The dynamic height is computed by dividing the NAVD 88
 DP0239.geopotential number by the normal gravity value computed on the
 DP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0239.degrees latitude (g = 980.6199 gals.).
 DP0239
 DP0239.The modeled gravity was interpolated from observed gravity values.
 DP0239
 DP0239;                    North         East    Units  Estimated Accuracy
 DP0239;SPC TXNC     - 2,260,400.      338,530.      MT  (+/- 180 meters Scaled)
 DP0239
 DP0239                          SUPERSEDED SURVEY CONTROL
 DP0239
 DP0239  NGVD 29 (??/??/92)  970.817  (m)         3185.09   (f) ADJ UNCH    2 0
 DP0239
 DP0239.Superseded values are not recommended for survey control.
 DP0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0239.See file dsdata.txt to determine how the superseded data were derived.
 DP0239
 DP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC847627(NAD 83)
 DP0239_MARKER: DB = BENCH MARK DISK
 DP0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0239_SP_SET: PLATFORM
 DP0239_STAMPING: A 439 1934
 DP0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0239
 DP0239  HISTORY     - Date     Condition        Report By
 DP0239  HISTORY     - 1934     MONUMENTED       CGS
 DP0239  HISTORY     - 1958     GOOD             NGS
 DP0239
 DP0239                          STATION DESCRIPTION
 DP0239
 DP0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0239'IN FLOYDADA.
 DP0239'AT FLOYDADA, FLOYD COUNTY, AT THE QUANAH, ACME AND PACIFIC RAILWAY
 DP0239'STATION, 19 FEET SOUTH OF THE EAST WAITING-ROOM DOOR, IN THE EAST WALL
 DP0239'OF THE TICKET OFFICE, AND ABOUT 4 FEET ABOVE THE BRICK PLATFORM. A
 DP0239'STANDARD DISK, STAMPED A 439 1934 AND SET VERTICALLY.
 DP0239
 DP0239                          STATION RECOVERY (1958)
 DP0239
 DP0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0315 ***********************************************************************
 DP0315  DESIGNATION -  A 445
 DP0315  PID         -  DP0315
 DP0315  STATE/COUNTY-  TX/LYNN
 DP0315  USGS QUAD   -  TAHOKA (1981)
 DP0315
 DP0315                         *CURRENT SURVEY CONTROL
 DP0315  ___________________________________________________________________
 DP0315* NAD 83(1986)-  33 09 57.     (N)    101 45 39.     (W)     SCALED    
 DP0315* NAVD 88     -       937.317  (meters)    3075.18   (feet)  ADJUSTED  
 DP0315  ___________________________________________________________________
 DP0315  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 DP0315  DYNAMIC HT  -         936.085 (meters)    3071.14  (feet)  COMP
 DP0315  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 DP0315
 DP0315  VERT ORDER  -  SECOND    CLASS 0
 DP0315
 DP0315.The horizontal coordinates were scaled from a topographic map and have
 DP0315.an estimated accuracy of +/- 6 seconds.
 DP0315
 DP0315.The orthometric height was determined by differential leveling
 DP0315.and adjusted by the National Geodetic Survey in June 1991..
 DP0315
 DP0315.The geoid height was determined by GEOID03.
 DP0315
 DP0315.The dynamic height is computed by dividing the NAVD 88
 DP0315.geopotential number by the normal gravity value computed on the
 DP0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0315.degrees latitude (g = 980.6199 gals.).
 DP0315
 DP0315.The modeled gravity was interpolated from observed gravity values.
 DP0315
 DP0315;                    North         East    Units  Estimated Accuracy
 DP0315;SPC TXNC     - 2,170,960.      295,920.      MT  (+/- 180 meters Scaled)
 DP0315
 DP0315                          SUPERSEDED SURVEY CONTROL
 DP0315
 DP0315  NGVD 29 (??/??/92)  936.92   (m)         3073.9    (f) COMPUTED    2 0
 DP0315
 DP0315.Superseded values are not recommended for survey control.
 DP0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0315.See file dsdata.txt to determine how the superseded data were derived.
 DP0315
 DP0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB425730(NAD 83)
 DP0315_MARKER: DB = BENCH MARK DISK
 DP0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0315_STAMPING: A-445 1934
 DP0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0315+STABILITY: SURFACE MOTION
 DP0315
 DP0315  HISTORY     - Date     Condition        Report By
 DP0315  HISTORY     - 1934     MONUMENTED       CGS
 DP0315
 DP0315                          STATION DESCRIPTION
 DP0315
 DP0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0315'2.1 MI E FROM TAHOKA.
 DP0315'2.1 MI. E. ALONG U.S. NO. 380. .05 MI. W. OF FARM BLDGS., 75 FT. W. OF
 DP0315'A FENCE CORNER, 40 FT. S. OF THE CENTER LINE OF HWY., AND ABOUT 2 FT.
 DP0315'N. OF THE S. RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0316 ***********************************************************************
 DP0316  DESIGNATION -  A 445 RESET 1938
 DP0316  PID         -  DP0316
 DP0316  STATE/COUNTY-  TX/LYNN
 DP0316  USGS QUAD   -  TAHOKA (1981)
 DP0316
 DP0316                         *CURRENT SURVEY CONTROL
 DP0316  ___________________________________________________________________
 DP0316* NAD 83(1986)-  33 09 57.     (N)    101 45 39.     (W)     SCALED    
 DP0316* NAVD 88     -       937.35   (+/-2cm)    3075.3    (feet)  VERTCON   
 DP0316  ___________________________________________________________________
 DP0316  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 DP0316
 DP0316  VERT ORDER  -  THIRD (See Below)
 DP0316
 DP0316.The horizontal coordinates were scaled from a topographic map and have
 DP0316.an estimated accuracy of +/- 6 seconds.
 DP0316
 DP0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0316.The vertical order pertains to the NGVD 29 superseded value.
 DP0316
 DP0316.The geoid height was determined by GEOID03.
 DP0316
 DP0316;                    North         East    Units  Estimated Accuracy
 DP0316;SPC TXNC     - 2,170,960.      295,920.      MT  (+/- 180 meters Scaled)
 DP0316
 DP0316                          SUPERSEDED SURVEY CONTROL
 DP0316
 DP0316  NGVD 29 (??/??/??)  936.96   (m)         3074.0    (f) RESET       3  
 DP0316
 DP0316.Superseded values are not recommended for survey control.
 DP0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0316.See file dsdata.txt to determine how the superseded data were derived.
 DP0316
 DP0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB425730(NAD 83)
 DP0316_MARKER: DB = BENCH MARK DISK
 DP0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0316_STAMPING: A 445 RESET 1938
 DP0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0316+STABILITY: SURFACE MOTION
 DP0316
 DP0316  HISTORY     - Date     Condition        Report By
 DP0316  HISTORY     - 1938     MONUMENTED       TXHD
 DP0316  HISTORY     - 1969     MARK NOT FOUND   USGS
 DP0316
 DP0316                          STATION DESCRIPTION
 DP0316
 DP0316'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0316'2.1 MI E FROM TAHOKA.
 DP0316'20 FEET SOUTH OF THE ORIGINAL LOCATION OF A 445 WHICH WAS DESCRIBED AS
 DP0316'FOLLOWS-- 2.1 MILES EAST ALONG U. S. HIGHWAY 380 AND STATE HIGHWAY 84
 DP0316'FROM THE COUNTY COURTHOUSE AT TAHOKA, LYNN COUNTY, 0.05 MILE WEST OF
 DP0316'SOME FARM BUILDING, 75 FEET WEST OF A FENCE CORNER, 40 FEET SOUTH OF
 DP0316'THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF THE RIGHT-OF-WAY
 DP0316'FENCE.  A STANDARD DISK, STAMPED A 445 RESET 1938 AND SET IN THE TOP
 DP0316'OF A CONCRETE POST.
 DP0316
 DP0316                          STATION RECOVERY (1969)
 DP0316
 DP0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0658 ***********************************************************************
 CU0658  DESIGNATION -  A 446
 CU0658  PID         -  CU0658
 CU0658  STATE/COUNTY-  TX/DAWSON
 CU0658  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0658
 CU0658                         *CURRENT SURVEY CONTROL
 CU0658  ___________________________________________________________________
 CU0658* NAD 83(1986)-  32 44 00.     (N)    101 58 49.     (W)     SCALED    
 CU0658* NAVD 88     -       904.197  (meters)    2966.52   (feet)  ADJUSTED  
 CU0658  ___________________________________________________________________
 CU0658  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CU0658  DYNAMIC HT  -         902.988 (meters)    2962.55  (feet)  COMP
 CU0658  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 CU0658
 CU0658  VERT ORDER  -  SECOND    CLASS 0
 CU0658
 CU0658.The horizontal coordinates were scaled from a topographic map and have
 CU0658.an estimated accuracy of +/- 6 seconds.
 CU0658
 CU0658.The orthometric height was determined by differential leveling
 CU0658.and adjusted by the National Geodetic Survey in June 1991..
 CU0658
 CU0658.The geoid height was determined by GEOID03.
 CU0658
 CU0658.The dynamic height is computed by dividing the NAVD 88
 CU0658.geopotential number by the normal gravity value computed on the
 CU0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0658.degrees latitude (g = 980.6199 gals.).
 CU0658
 CU0658.The modeled gravity was interpolated from observed gravity values.
 CU0658
 CU0658;                    North         East    Units  Estimated Accuracy
 CU0658;SPC TXNC     - 2,123,690.      273,880.      MT  (+/- 180 meters Scaled)
 CU0658
 CU0658                          SUPERSEDED SURVEY CONTROL
 CU0658
 CU0658  NGVD 29 (??/??/92)  903.87   (m)         2965.4    (f) COMPUTED    2 0
 CU0658
 CU0658.Superseded values are not recommended for survey control.
 CU0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0658.See file dsdata.txt to determine how the superseded data were derived.
 CU0658
 CU0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB207256(NAD 83)
 CU0658_MARKER: DB = BENCH MARK DISK
 CU0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0658_STAMPING: A-446 1934
 CU0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0658+STABILITY: SURFACE MOTION
 CU0658
 CU0658  HISTORY     - Date     Condition        Report By
 CU0658  HISTORY     - 1934     MONUMENTED       CGS
 CU0658  HISTORY     - 1935     GOOD             NGS
 CU0658
 CU0658                          STATION DESCRIPTION
 CU0658
 CU0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CU0658'2.0 MI W FROM LAMESA.
 CU0658'2.0 MI. W. ALONG STATE NO. 83 AT THE TOP OF A RISE OUT OF A LARGE DIP,
 CU0658'900 FT. N.W. OF A FARMHOUSE, 267 FT. W. OF A FENCE GATE AND RANCH ROAD
 CU0658'TO THE N., 31 FT. N. OF THE CENTER LINE OF HWY., AND 1 FT. S. OF RIGHT
 CU0658'OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0659 ***********************************************************************
 CU0659  DESIGNATION -  A 446 RESET 1935
 CU0659  PID         -  CU0659
 CU0659  STATE/COUNTY-  TX/DAWSON
 CU0659  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0659
 CU0659                         *CURRENT SURVEY CONTROL
 CU0659  ___________________________________________________________________
 CU0659* NAD 83(1986)-  32 44 00.     (N)    101 58 49.     (W)     SCALED    
 CU0659* NAVD 88     -       903.178  (meters)    2963.18   (feet)  ADJUSTED  
 CU0659  ___________________________________________________________________
 CU0659  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CU0659  DYNAMIC HT  -         901.971 (meters)    2959.22  (feet)  COMP
 CU0659  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 CU0659
 CU0659  VERT ORDER  -  SECOND    CLASS 0
 CU0659
 CU0659.The horizontal coordinates were scaled from a topographic map and have
 CU0659.an estimated accuracy of +/- 6 seconds.
 CU0659
 CU0659.The orthometric height was determined by differential leveling
 CU0659.and adjusted by the National Geodetic Survey in June 1991..
 CU0659
 CU0659.The geoid height was determined by GEOID03.
 CU0659
 CU0659.The dynamic height is computed by dividing the NAVD 88
 CU0659.geopotential number by the normal gravity value computed on the
 CU0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0659.degrees latitude (g = 980.6199 gals.).
 CU0659
 CU0659.The modeled gravity was interpolated from observed gravity values.
 CU0659
 CU0659;                    North         East    Units  Estimated Accuracy
 CU0659;SPC TXNC     - 2,123,690.      273,880.      MT  (+/- 180 meters Scaled)
 CU0659
 CU0659                          SUPERSEDED SURVEY CONTROL
 CU0659
 CU0659  NGVD 29 (??/??/92)  902.849  (m)         2962.10   (f) ADJ UNCH    2 0
 CU0659
 CU0659.Superseded values are not recommended for survey control.
 CU0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0659.See file dsdata.txt to determine how the superseded data were derived.
 CU0659
 CU0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB207256(NAD 83)
 CU0659_MARKER: DB = BENCH MARK DISK
 CU0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0659_STAMPING: A 446 RESET 1935
 CU0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0659+STABILITY: SURFACE MOTION
 CU0659
 CU0659  HISTORY     - Date     Condition        Report By
 CU0659  HISTORY     - 1935     MONUMENTED       TXHD
 CU0659  HISTORY     - 1970     MARK NOT FOUND   USGS
 CU0659
 CU0659                          STATION DESCRIPTION
 CU0659
 CU0659'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1935
 CU0659'1.9 MI W FROM LAMESA.
 CU0659'1.9 MILES WEST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE AT LAMESA,
 CU0659'DAWSON COUNTY, AT THE TOP OF A RISE, 900 FEET NORTHWEST OF A
 CU0659'FARMHOUSE, 267 FEET WEST OF A GATE AND A RANCH ROAD LEADING NORTH, AT
 CU0659'HIGHWAY STATION 2070+44.0, 75 FEET NORTH OF THE CENTERLINE OF THE
 CU0659'HIGHWAY, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CU0659'STAMPED A 446 RESET 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CU0659
 CU0659                          STATION RECOVERY (1970)
 CU0659
 CU0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CU0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0495 ***********************************************************************
 CU0495  DESIGNATION -  A 447
 CU0495  PID         -  CU0495
 CU0495  STATE/COUNTY-  TX/BORDEN
 CU0495  USGS QUAD   -  ARAH (1969)
 CU0495
 CU0495                         *CURRENT SURVEY CONTROL
 CU0495  ___________________________________________________________________
 CU0495* NAD 83(1986)-  32 45 08.     (N)    101 13 46.     (W)     SCALED    
 CU0495* NAVD 88     -       737.751  (meters)    2420.44   (feet)  ADJUSTED  
 CU0495  ___________________________________________________________________
 CU0495  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CU0495  DYNAMIC HT  -         736.779 (meters)    2417.25  (feet)  COMP
 CU0495  MODELED GRAV-     979,296.8   (mgal)                       NAVD 88
 CU0495
 CU0495  VERT ORDER  -  SECOND    CLASS 0
 CU0495
 CU0495.The horizontal coordinates were scaled from a topographic map and have
 CU0495.an estimated accuracy of +/- 6 seconds.
 CU0495
 CU0495.The orthometric height was determined by differential leveling
 CU0495.and adjusted by the National Geodetic Survey in June 1991..
 CU0495
 CU0495.The geoid height was determined by GEOID03.
 CU0495
 CU0495.The dynamic height is computed by dividing the NAVD 88
 CU0495.geopotential number by the normal gravity value computed on the
 CU0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0495.degrees latitude (g = 980.6199 gals.).
 CU0495
 CU0495.The modeled gravity was interpolated from observed gravity values.
 CU0495
 CU0495;                    North         East    Units  Estimated Accuracy
 CU0495;SPC TXNC     - 2,123,700.      344,270.      MT  (+/- 180 meters Scaled)
 CU0495
 CU0495                          SUPERSEDED SURVEY CONTROL
 CU0495
 CU0495  NGVD 29 (??/??/92)  737.425  (m)         2419.37   (f) ADJ UNCH    2 0
 CU0495
 CU0495.Superseded values are not recommended for survey control.
 CU0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0495.See file dsdata.txt to determine how the superseded data were derived.
 CU0495
 CU0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB911260(NAD 83)
 CU0495_MARKER: DB = BENCH MARK DISK
 CU0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0495_STAMPING: A 447 1934
 CU0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0495+STABILITY: SURFACE MOTION
 CU0495
 CU0495  HISTORY     - Date     Condition        Report By
 CU0495  HISTORY     - 1934     MONUMENTED       CGS
 CU0495  HISTORY     - 1949     MARK NOT FOUND   NGS
 CU0495
 CU0495                          STATION DESCRIPTION
 CU0495
 CU0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0495'15.3 MI E FROM GAIL.
 CU0495'15.3 MILES EAST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT GAIL,
 CU0495'BORDEN COUNTY, 0.1 MILE EAST OF A T-ANGLE IN THE NORTH FENCE, 285 FEET
 CU0495'WEST OF A T-ANGLE IN THE SOUTH FENCE, 36 FEET SOUTH OF THE CENTERLINE
 CU0495'OF THE HIGHWAY, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE. A STANDARD
 CU0495'DISK, STAMPED A 447 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CU0495
 CU0495                          STATION RECOVERY (1949)
 CU0495
 CU0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CU0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0305 ***********************************************************************
 CC0305  DESIGNATION -  A 448
 CC0305  PID         -  CC0305
 CC0305  STATE/COUNTY-  TX/WINKLER
 CC0305  USGS QUAD   -  PYOTE NE (1969)
 CC0305
 CC0305                         *CURRENT SURVEY CONTROL
 CC0305  ___________________________________________________________________
 CC0305* NAD 83(1986)-  31 39 31.     (N)    103 00 54.     (W)     SCALED    
 CC0305* NAVD 88     -       814.600  (meters)    2672.57   (feet)  ADJUSTED  
 CC0305  ___________________________________________________________________
 CC0305  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CC0305  DYNAMIC HT  -         813.462 (meters)    2668.83  (feet)  COMP
 CC0305  MODELED GRAV-     979,215.1   (mgal)                       NAVD 88
 CC0305
 CC0305  VERT ORDER  -  SECOND    CLASS 0
 CC0305
 CC0305.The horizontal coordinates were scaled from a topographic map and have
 CC0305.an estimated accuracy of +/- 6 seconds.
 CC0305
 CC0305.The orthometric height was determined by differential leveling
 CC0305.and adjusted by the National Geodetic Survey in June 1991..
 CC0305
 CC0305.The geoid height was determined by GEOID03.
 CC0305
 CC0305.The dynamic height is computed by dividing the NAVD 88
 CC0305.geopotential number by the normal gravity value computed on the
 CC0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0305.degrees latitude (g = 980.6199 gals.).
 CC0305
 CC0305.The modeled gravity was interpolated from observed gravity values.
 CC0305
 CC0305;                    North         East    Units  Estimated Accuracy
 CC0305;SPC TX C     - 3,223,890.      445,710.      MT  (+/- 180 meters Scaled)
 CC0305
 CC0305                          SUPERSEDED SURVEY CONTROL
 CC0305
 CC0305  NGVD 29 (??/??/92)  814.255  (m)         2671.43   (f) ADJ UNCH    2 0
 CC0305
 CC0305.Superseded values are not recommended for survey control.
 CC0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0305.See file dsdata.txt to determine how the superseded data were derived.
 CC0305
 CC0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR882043(NAD 83)
 CC0305_MARKER: DB = BENCH MARK DISK
 CC0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0305_STAMPING: A-448 1935
 CC0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0305+STABILITY: SURFACE MOTION
 CC0305
 CC0305  HISTORY     - Date     Condition        Report By
 CC0305  HISTORY     - 1935     MONUMENTED       CGS
 CC0305  HISTORY     - 20030902 POOR             INDIV
 CC0305
 CC0305                          STATION DESCRIPTION
 CC0305
 CC0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CC0305'8.7 MI N FROM MONAHANS.
 CC0305'8.7 MI. N. ALONG T. AND P. RY. 0.2 MI. S. OF MILE POST NO. 8, 60 FT.
 CC0305'S. OF A CONC. HWY. MARKER NO. 764 PLUS 19, 133 FT. E. OF THE CENTER
 CC0305'LINE OF TRACK, 52 FT. W. OF THE CENTER LINE OF HWY., AND 2 FT. W. OF
 CC0305'R.O.W. FENCE.
 CC0305
 CC0305                          STATION RECOVERY (2003)
 CC0305
 CC0305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0305'MARKER WAS PUSHED OVER ABOUT 20 DEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0408 ***********************************************************************
 BN0408  DESIGNATION -  A 449
 BN0408  PID         -  BN0408
 BN0408  STATE/COUNTY-  TX/KIMBLE
 BN0408  USGS QUAD   -  BIG DRAW (1970)
 BN0408
 BN0408                         *CURRENT SURVEY CONTROL
 BN0408  ___________________________________________________________________
 BN0408* NAD 83(1986)-  30 30 59.     (N)    099 42 49.     (W)     SCALED    
 BN0408* NAVD 88     -       504.612  (meters)    1655.55   (feet)  ADJUSTED  
 BN0408  ___________________________________________________________________
 BN0408  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 BN0408  DYNAMIC HT  -         503.900 (meters)    1653.21  (feet)  COMP
 BN0408  MODELED GRAV-     979,213.7   (mgal)                       NAVD 88
 BN0408
 BN0408  VERT ORDER  -  SECOND    CLASS 0
 BN0408
 BN0408.The horizontal coordinates were scaled from a topographic map and have
 BN0408.an estimated accuracy of +/- 6 seconds.
 BN0408
 BN0408.The orthometric height was determined by differential leveling
 BN0408.and adjusted by the National Geodetic Survey in June 1991..
 BN0408
 BN0408.The geoid height was determined by GEOID03.
 BN0408
 BN0408.The dynamic height is computed by dividing the NAVD 88
 BN0408.geopotential number by the normal gravity value computed on the
 BN0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0408.degrees latitude (g = 980.6199 gals.).
 BN0408
 BN0408.The modeled gravity was interpolated from observed gravity values.
 BN0408
 BN0408;                    North         East    Units  Estimated Accuracy
 BN0408;SPC TX C     - 3,094,360.      759,480.      MT  (+/- 180 meters Scaled)
 BN0408
 BN0408                          SUPERSEDED SURVEY CONTROL
 BN0408
 BN0408  NGVD 29 (??/??/92)  504.577  (m)         1655.43   (f) ADJ UNCH    2 0
 BN0408
 BN0408.Superseded values are not recommended for survey control.
 BN0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0408.See file dsdata.txt to determine how the superseded data were derived.
 BN0408
 BN0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU315762(NAD 83)
 BN0408_MARKER: DB = BENCH MARK DISK
 BN0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0408_STAMPING: A 449 1935
 BN0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0408+STABILITY: SURFACE MOTION
 BN0408
 BN0408  HISTORY     - Date     Condition        Report By
 BN0408  HISTORY     - 1935     MONUMENTED       CGS
 BN0408  HISTORY     - 1953     GOOD             NGS
 BN0408
 BN0408                          STATION DESCRIPTION
 BN0408
 BN0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0408'4.4 MI NE FROM JUNCTION.
 BN0408'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 83 AND 290 FROM THE COURTHOUSE
 BN0408'AT JUNCTION, THENCE 1.9 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 290,
 BN0408'THENCE 2.0 MILES NORTHEAST ALONG A GRAVELED ROAD, 350 FEET EAST OF A
 BN0408'RANCH HOUSE AND WINDMILL, 24 FEET EAST OF A POLE CORRAL, 5 FEET SOUTH
 BN0408'OF A TELEPHONE POLE, 14 FEET NORTHWEST OF A FENCE, 16 FEET NORTHWEST
 BN0408'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BN0408'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0283 ***********************************************************************
 BN0283  DESIGNATION -  A 450
 BN0283  PID         -  BN0283
 BN0283  STATE/COUNTY-  TX/KERR
 BN0283  USGS QUAD   -  KERRVILLE (1982)
 BN0283
 BN0283                         *CURRENT SURVEY CONTROL
 BN0283  ___________________________________________________________________
 BN0283* NAD 83(1986)-  30 05 11.     (N)    099 14 53.     (W)     SCALED    
 BN0283* NAVD 88     -       527.457  (meters)    1730.50   (feet)  ADJUSTED  
 BN0283  ___________________________________________________________________
 BN0283  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 BN0283  DYNAMIC HT  -         526.705 (meters)    1728.03  (feet)  COMP
 BN0283  MODELED GRAV-     979,200.9   (mgal)                       NAVD 88
 BN0283
 BN0283  VERT ORDER  -  SECOND    CLASS 0
 BN0283
 BN0283.The horizontal coordinates were scaled from a topographic map and have
 BN0283.an estimated accuracy of +/- 6 seconds.
 BN0283
 BN0283.The orthometric height was determined by differential leveling
 BN0283.and adjusted by the National Geodetic Survey in June 1991..
 BN0283
 BN0283.The geoid height was determined by GEOID03.
 BN0283
 BN0283.The dynamic height is computed by dividing the NAVD 88
 BN0283.geopotential number by the normal gravity value computed on the
 BN0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0283.degrees latitude (g = 980.6199 gals.).
 BN0283
 BN0283.The modeled gravity was interpolated from observed gravity values.
 BN0283
 BN0283;                    North         East    Units  Estimated Accuracy
 BN0283;SPC TXSC     - 4,249,730.      576,090.      MT  (+/- 180 meters Scaled)
 BN0283
 BN0283                          SUPERSEDED SURVEY CONTROL
 BN0283
 BN0283  NGVD 29 (??/??/92)  527.392  (m)         1730.29   (f) ADJ UNCH    2 0
 BN0283
 BN0283.Superseded values are not recommended for survey control.
 BN0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0283.See file dsdata.txt to determine how the superseded data were derived.
 BN0283
 BN0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU760283(NAD 83)
 BN0283_MARKER: DB = BENCH MARK DISK
 BN0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0283_STAMPING: A 450 1935
 BN0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0283+STABILITY: SURFACE MOTION
 BN0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0283+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0283
 BN0283  HISTORY     - Date     Condition        Report By
 BN0283  HISTORY     - 1935     MONUMENTED       CGS
 BN0283  HISTORY     - 1953     GOOD             NGS
 BN0283  HISTORY     - 20040702 GOOD             USPSQD
 BN0283  HISTORY     - 20050718 GOOD             USPSQD
 BN0283
 BN0283                          STATION DESCRIPTION
 BN0283
 BN0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0283'1.1 MI NW FROM INGRAM.
 BN0283'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 BN0283'INGRAM, 0.1 MILE NORTHWEST OF A CONCRETE CULVERT, 45 FEET SOUTHWEST OF
 BN0283'THE CENTER LINE OF THE HIGHWAY, 1.9 FEET NORTHEAST OF A FENCE, 1 FOOT
 BN0283'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BN0283'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BN0283
 BN0283                          STATION RECOVERY (2004)
 BN0283
 BN0283'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0283'RECOVERED IN GOOD CONDITION.
 BN0283
 BN0283                          STATION RECOVERY (2005)
 BN0283
 BN0283'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0201 ***********************************************************************
 CD0201  DESIGNATION -  A 451
 CD0201  PID         -  CD0201
 CD0201  STATE/COUNTY-  TX/CULBERSON
 CD0201  USGS QUAD   -  VAN HORN (1979)
 CD0201
 CD0201                         *CURRENT SURVEY CONTROL
 CD0201  ___________________________________________________________________
 CD0201* NAD 83(1986)-  31 02 32.     (N)    104 49 39.     (W)     SCALED    
 CD0201* NAVD 88     -      1235.208  (meters)    4052.51   (feet)  ADJUSTED  
 CD0201  ___________________________________________________________________
 CD0201  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0201  DYNAMIC HT  -        1233.262 (meters)    4046.13  (feet)  COMP
 CD0201  MODELED GRAV-     979,022.8   (mgal)                       NAVD 88
 CD0201
 CD0201  VERT ORDER  -  FIRST     CLASS II
 CD0201
 CD0201.The horizontal coordinates were scaled from a topographic map and have
 CD0201.an estimated accuracy of +/- 6 seconds.
 CD0201
 CD0201.The orthometric height was determined by differential leveling
 CD0201.and adjusted by the National Geodetic Survey in June 1991..
 CD0201
 CD0201.The geoid height was determined by GEOID03.
 CD0201
 CD0201.The dynamic height is computed by dividing the NAVD 88
 CD0201.geopotential number by the normal gravity value computed on the
 CD0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0201.degrees latitude (g = 980.6199 gals.).
 CD0201
 CD0201.The modeled gravity was interpolated from observed gravity values.
 CD0201
 CD0201;                    North         East    Units  Estimated Accuracy
 CD0201;SPC TX C     - 3,161,150.      271,140.      MT  (+/- 180 meters Scaled)
 CD0201
 CD0201                          SUPERSEDED SURVEY CONTROL
 CD0201
 CD0201  NGVD 29 (??/??/92) 1234.708  (m)         4050.87   (f) ADJ UNCH    1 2
 CD0201
 CD0201.Superseded values are not recommended for survey control.
 CD0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0201.See file dsdata.txt to determine how the superseded data were derived.
 CD0201
 CD0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ164342(NAD 83)
 CD0201_MARKER: DB = BENCH MARK DISK
 CD0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0201_SP_SET: BALUSTRADE
 CD0201_STAMPING: A 451 1934
 CD0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0201
 CD0201  HISTORY     - Date     Condition        Report By
 CD0201  HISTORY     - 1934     MONUMENTED       CGS
 CD0201  HISTORY     - 1956     GOOD             NGS
 CD0201  HISTORY     - 1958     GOOD             NGS
 CD0201  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0201
 CD0201                          STATION DESCRIPTION
 CD0201
 CD0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0201'0.4 MI NE FROM VAN HORN.
 CD0201'0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0201'AT VAN HORN, THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 54, THENCE 0.15
 CD0201'MILE EAST ALONG EAST FIRST STREET, AT THE WEST ENTRANCE TO THE
 CD0201'COURTHOUSE, 1 FOOT WEST OF THE WEST SIDE OF THE BUILDING, 4 FEET ABOVE
 CD0201'THE GROUND, SET IN THE TOP OF THE EAST END OF THE SOUTH STONE
 CD0201'BALUSTRADE.
 CD0201
 CD0201                          STATION RECOVERY (1958)
 CD0201
 CD0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0201'RECOVERED IN GOOD CONDITION.
 CD0201
 CD0201                          STATION RECOVERY (1981)
 CD0201
 CD0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0201'NOTE=THE OLD COURTHOUSE HAS BEEN PARTLY TORN DOWN AND THE MARK WAS
 CD0201'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0137 ***********************************************************************
 CD0137  DESIGNATION -  A 452 RESET 1954
 CD0137  PID         -  CD0137
 CD0137  STATE/COUNTY-  TX/JEFF DAVIS
 CD0137  USGS QUAD   -  KENT (1970)
 CD0137
 CD0137                         *CURRENT SURVEY CONTROL
 CD0137  ___________________________________________________________________
 CD0137* NAD 83(1986)-  31 03 51.     (N)    104 08 58.     (W)     SCALED    
 CD0137* NAVD 88     -      1254.184  (meters)    4114.77   (feet)  ADJUSTED  
 CD0137  ___________________________________________________________________
 CD0137  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 CD0137  DYNAMIC HT  -        1252.241 (meters)    4108.39  (feet)  COMP
 CD0137  MODELED GRAV-     979,047.8   (mgal)                       NAVD 88
 CD0137
 CD0137  VERT ORDER  -  FIRST     CLASS II
 CD0137
 CD0137.The horizontal coordinates were scaled from a topographic map and have
 CD0137.an estimated accuracy of +/- 6 seconds.
 CD0137
 CD0137.The orthometric height was determined by differential leveling
 CD0137.and adjusted by the National Geodetic Survey in June 1991..
 CD0137.WARNING-Repeat measurements at this control monument indicate possible
 CD0137.vertical movement.
 CD0137
 CD0137.The geoid height was determined by GEOID03.
 CD0137
 CD0137.The dynamic height is computed by dividing the NAVD 88
 CD0137.geopotential number by the normal gravity value computed on the
 CD0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0137.degrees latitude (g = 980.6199 gals.).
 CD0137
 CD0137.The modeled gravity was interpolated from observed gravity values.
 CD0137
 CD0137;                    North         East    Units  Estimated Accuracy
 CD0137;SPC TX C     - 3,161,170.      335,900.      MT  (+/- 180 meters Scaled)
 CD0137
 CD0137                          SUPERSEDED SURVEY CONTROL
 CD0137
 CD0137  NGVD 29 (??/??/92) 1253.691  (m)         4113.15   (f) ADJ UNCH    1 2
 CD0137
 CD0137.Superseded values are not recommended for survey control.
 CD0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0137.See file dsdata.txt to determine how the superseded data were derived.
 CD0137
 CD0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ811370(NAD 83)
 CD0137_MARKER: DB = BENCH MARK DISK
 CD0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0137_STAMPING: A 452 RESET 1954
 CD0137_PROJECTION: PROJECTING 30 CENTIMETERS
 CD0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0137+STABILITY: SURFACE MOTION
 CD0137
 CD0137  HISTORY     - Date     Condition        Report By
 CD0137  HISTORY     - 1954     MONUMENTED       CGS
 CD0137  HISTORY     - 1958     GOOD             NGS
 CD0137  HISTORY     - 1981     GOOD             NGS
 CD0137
 CD0137                          STATION DESCRIPTION
 CD0137
 CD0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0137'4.2 MI E FROM KENT.
 CD0137'ABOUT 3.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0137'STATION AT KENT, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, THENCE 0.7
 CD0137'MILE EAST ALONG U.S. HIGHWAY 80, 185 FEET SOUTHEAST OF THE CENTER LINE
 CD0137'OF THE HIGHWAY, AT THE BASE OF A HILL, 157 FEET SOUTHEAST OF THE
 CD0137'SOUTHEAST CONCRETE HEADWALL OF A CULVERT, 131 1/2 FEET SOUTHEAST OF A
 CD0137'FENCE, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 CD0137'OF A CONCRETE POST PROJECTING 8 INCHES.
 CD0137
 CD0137                          STATION RECOVERY (1981)
 CD0137
 CD0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0137'6.5 KM (4.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0137'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 0.2 KM
 CD0137'(0.1 MI) WEST OF MILE POST 181, ON THE NORTH BASE OF A HILL, 64.9
 CD0137'METERS (213.0 FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND
 CD0137'LANES OF THE HIGHWAY, 56.4 METERS (185.0 FT) SOUTHEAST OF THE
 CD0137'CENTERLINE OF A FRONTAGE ROAD, 47.8 METERS (157.0 FT) SOUTHEAST OF
 CD0137'THE SOUTHEAST CORNER OF A CONCRETE CULVERT UNDER THE FRONTAGE ROAD,
 CD0137'AND 0.3 METER (1.0 FT) NORTHWEST OF A 4X4 INCH WOODEN WITNESS POST.
 CD0137'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CD0137'THE MARK IS 0.6 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0138 ***********************************************************************
 BQ0138  DESIGNATION -  A 454
 BQ0138  PID         -  BQ0138
 BQ0138  STATE/COUNTY-  TX/PRESIDIO
 BQ0138  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0138
 BQ0138                         *CURRENT SURVEY CONTROL
 BQ0138  ___________________________________________________________________
 BQ0138* NAD 83(1986)-  30 12 10.     (N)    104 04 12.     (W)     SCALED    
 BQ0138* NAVD 88     -      1365.922  (meters)    4481.36   (feet)  ADJUSTED  
 BQ0138  ___________________________________________________________________
 BQ0138  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BQ0138  DYNAMIC HT  -        1363.652 (meters)    4473.91  (feet)  COMP
 BQ0138  MODELED GRAV-     978,932.9   (mgal)                       NAVD 88
 BQ0138
 BQ0138  VERT ORDER  -  FIRST     CLASS II
 BQ0138
 BQ0138.The horizontal coordinates were scaled from a topographic map and have
 BQ0138.an estimated accuracy of +/- 6 seconds.
 BQ0138
 BQ0138.The orthometric height was determined by differential leveling
 BQ0138.and adjusted by the National Geodetic Survey in June 1991..
 BQ0138
 BQ0138.The geoid height was determined by GEOID03.
 BQ0138
 BQ0138.The dynamic height is computed by dividing the NAVD 88
 BQ0138.geopotential number by the normal gravity value computed on the
 BQ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0138.degrees latitude (g = 980.6199 gals.).
 BQ0138
 BQ0138.The modeled gravity was interpolated from observed gravity values.
 BQ0138
 BQ0138;                    North         East    Units  Estimated Accuracy
 BQ0138;SPC TXSC     - 4,273,190.      111,980.      MT  (+/- 180 meters Scaled)
 BQ0138
 BQ0138                          SUPERSEDED SURVEY CONTROL
 BQ0138
 BQ0138  NGVD 29 (??/??/92) 1365.443  (m)         4479.79   (f) ADJ UNCH    1 2
 BQ0138
 BQ0138.Superseded values are not recommended for survey control.
 BQ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0138.See file dsdata.txt to determine how the superseded data were derived.
 BQ0138
 BQ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP895416(NAD 83)
 BQ0138_MARKER: DB = BENCH MARK DISK
 BQ0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0138_SP_SET: CULVERT
 BQ0138_STAMPING: A 454 1935
 BQ0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0138
 BQ0138  HISTORY     - Date     Condition        Report By
 BQ0138  HISTORY     - 1935     MONUMENTED       CGS
 BQ0138  HISTORY     - 1958     GOOD             NGS
 BQ0138  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BQ0138  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BQ0138
 BQ0138                          STATION DESCRIPTION
 BQ0138
 BQ0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0138'8.1 MI SW FROM MARFA.
 BQ0138'ABOUT 8.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE TEXAS AND
 BQ0138'NEW ORLEANS RAILROAD STATION AT MARFA, ABOUT 0.3 MILE SOUTHWEST OF A
 BQ0138'TELEPHONE LINE CROSSING THE HIGHWAY, IN THE TOP OF THE SOUTHWEST END
 BQ0138'OF THE NORTHWEST HEAD WALL OF A CONCRETE BOX CULVERT, 15 FEET
 BQ0138'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET SOUTHEAST OF A
 BQ0138'TELEPHONE POLE, 34 1/2 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, AND
 BQ0138'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BQ0138
 BQ0138                          STATION RECOVERY (1989)
 BQ0138
 BQ0138'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0138'MARK NOT FOUND.
 BQ0138
 BQ0138                          STATION RECOVERY (1996)
 BQ0138
 BQ0138'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0139 ***********************************************************************
 BQ0139  DESIGNATION -  A 454 RESET 1975
 BQ0139  PID         -  BQ0139
 BQ0139  STATE/COUNTY-  TX/PRESIDIO
 BQ0139  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0139
 BQ0139                         *CURRENT SURVEY CONTROL
 BQ0139  ___________________________________________________________________
 BQ0139* NAD 83(1986)-  30 12 11.     (N)    104 04 12.     (W)     SCALED    
 BQ0139* NAVD 88     -      1364.522  (meters)    4476.77   (feet)  ADJUSTED  
 BQ0139  ___________________________________________________________________
 BQ0139  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BQ0139  DYNAMIC HT  -        1362.255 (meters)    4469.33  (feet)  COMP
 BQ0139  MODELED GRAV-     978,932.9   (mgal)                       NAVD 88
 BQ0139
 BQ0139  VERT ORDER  -  FIRST     CLASS II
 BQ0139
 BQ0139.The horizontal coordinates were scaled from a topographic map and have
 BQ0139.an estimated accuracy of +/- 6 seconds.
 BQ0139
 BQ0139.The orthometric height was determined by differential leveling
 BQ0139.and adjusted by the National Geodetic Survey in June 1991..
 BQ0139
 BQ0139.The geoid height was determined by GEOID03.
 BQ0139
 BQ0139.The dynamic height is computed by dividing the NAVD 88
 BQ0139.geopotential number by the normal gravity value computed on the
 BQ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0139.degrees latitude (g = 980.6199 gals.).
 BQ0139
 BQ0139.The modeled gravity was interpolated from observed gravity values.
 BQ0139
 BQ0139;                    North         East    Units  Estimated Accuracy
 BQ0139;SPC TXSC     - 4,273,220.      111,980.      MT  (+/- 180 meters Scaled)
 BQ0139
 BQ0139                          SUPERSEDED SURVEY CONTROL
 BQ0139
 BQ0139.No superseded survey control is available for this station.
 BQ0139
 BQ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP895416(NAD 83)
 BQ0139_MARKER: DB = BENCH MARK DISK
 BQ0139_SETTING: 0 = UNSPECIFIED SETTING
 BQ0139_STAMPING: A 454 RESET 1975
 BQ0139_MARK LOGO: NGS   
 BQ0139_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0139
 BQ0139  HISTORY     - Date     Condition        Report By
 BQ0139  HISTORY     - 1975     MONUMENTED       NGS
 BQ0139  HISTORY     - 1981     GOOD             NGS
 BQ0139  HISTORY     - 1990     GOOD             USPSQD
 BQ0139  HISTORY     - 19961010 GOOD             USPSQD
 BQ0139
 BQ0139                          STATION DESCRIPTION
 BQ0139
 BQ0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BQ0139'8.0 MI SSW FROM MARFA.
 BQ0139'FROM THE JUNCTION OF U.S. HIGHWAYS 67 AND 90 IN MARFA, GO
 BQ0139'SOUTH-SOUTHWEST ON U.S. HWY. 67 FOR 7.3 MILES TO THE JUNCTION OF FM
 BQ0139'169 ON THE LEFT.  CONTINUE SOUTH-SOUTHWEST ON U.S. HWY. 67 FOR 0.7
 BQ0139'MILE TO MARK ON THE LEFT.  THE MARK IS A 2-INCH CAST ALUMINUM
 BQ0139'(BRENTSEN A-1) PIPE, WITH A 3-1/4 INCH CAST ALUMINUM DISK, THAT IS
 BQ0139'STAMPED A 454 RESET 1975 AND PROJECTS 4-INCHES.  IT IS ACROSS THE
 BQ0139'HIGHWAY FROM TELEPHONE POLE NO. 290, 145 FEET SOUTH-SOUTHWEST OF A
 BQ0139'CULVERT, 48 FEET EAST-SOUTHEAST OF THE PRESENT CENTER-LINE OF HIGHWAY,
 BQ0139'1-FOOT NORTH OF A METAL WITNESS POST AND IN THE FENCE-LINE.
 BQ0139
 BQ0139                          STATION RECOVERY (1981)
 BQ0139
 BQ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0139'12.8 KM (7.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0139'WITH U.S. HIGHWAY 90 IN MARFA, 56.7 METERS (186.0 FT) SOUTH AND
 BQ0139'ACROSS THE HIGHWAY FROM BENCH MARK A 454 RESET 1975, 14.0 METERS
 BQ0139'(46.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.1
 BQ0139'METER (0.2 FT) WEST-NORTHWEST OF A FENCE.
 BQ0139'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 BQ0139'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0139
 BQ0139                          STATION RECOVERY (1990)
 BQ0139
 BQ0139'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0139'RECOVERED IN GOOD CONDITION.
 BQ0139
 BQ0139                          STATION RECOVERY (1996)
 BQ0139
 BQ0139'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0376 ***********************************************************************
 BQ0376  DESIGNATION -  A 454 RESET 1979
 BQ0376  PID         -  BQ0376
 BQ0376  STATE/COUNTY-  TX/PRESIDIO
 BQ0376  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0376
 BQ0376                         *CURRENT SURVEY CONTROL
 BQ0376  ___________________________________________________________________
 BQ0376* NAD 83(1986)-  30 12 14.     (N)    104 04 13.     (W)     SCALED    
 BQ0376* NAVD 88     -      1365.841  (meters)    4481.10   (feet)  ADJUSTED  
 BQ0376  ___________________________________________________________________
 BQ0376  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BQ0376  DYNAMIC HT  -        1363.572 (meters)    4473.65  (feet)  COMP
 BQ0376  MODELED GRAV-     978,932.9   (mgal)                       NAVD 88
 BQ0376
 BQ0376  VERT ORDER  -  FIRST     CLASS II
 BQ0376
 BQ0376.The horizontal coordinates were scaled from a topographic map and have
 BQ0376.an estimated accuracy of +/- 6 seconds.
 BQ0376
 BQ0376.The orthometric height was determined by differential leveling
 BQ0376.and adjusted by the National Geodetic Survey in June 1991..
 BQ0376
 BQ0376.The geoid height was determined by GEOID03.
 BQ0376
 BQ0376.The dynamic height is computed by dividing the NAVD 88
 BQ0376.geopotential number by the normal gravity value computed on the
 BQ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0376.degrees latitude (g = 980.6199 gals.).
 BQ0376
 BQ0376.The modeled gravity was interpolated from observed gravity values.
 BQ0376
 BQ0376;                    North         East    Units  Estimated Accuracy
 BQ0376;SPC TXSC     - 4,273,310.      111,960.      MT  (+/- 180 meters Scaled)
 BQ0376
 BQ0376                          SUPERSEDED SURVEY CONTROL
 BQ0376
 BQ0376.No superseded survey control is available for this station.
 BQ0376
 BQ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP894417(NAD 83)
 BQ0376_MARKER: DB = BENCH MARK DISK
 BQ0376_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BQ0376_SP_SET: HEADWALL
 BQ0376_STAMPING: A 454 RESET 1979
 BQ0376_MARK LOGO: NGS   
 BQ0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0376+STABILITY: SURFACE MOTION
 BQ0376
 BQ0376  HISTORY     - Date     Condition        Report By
 BQ0376  HISTORY     - 1979     MONUMENTED       NGS
 BQ0376  HISTORY     - 1981     GOOD             NGS
 BQ0376  HISTORY     - 19961010 GOOD             USPSQD
 BQ0376
 BQ0376                          STATION DESCRIPTION
 BQ0376
 BQ0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0376'12.7 KM (7.9 MI) SOUTH FROM MARFA.
 BQ0376'12.7 KM (7.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0376'WITH U.S. HIGHWAY IN MARFA, 1.1 KM (0.7 MI) SOUTH OF THE JUNCTION
 BQ0376'OF RANCH ROAD 169 LEADING SOUTHEAST, IN TOP OF AND 0.2 METER (0.8 FT)
 BQ0376'SOUTH OF THE NORTH END OF THE WEST HEADWALL OF A 4X30 FOOT CONCRETE
 BQ0376'BOX AND PIPE CULVERT, 56.7 METERS (186.0 FT) NORTH AND ACROSS THE
 BQ0376'HIGHWAY FROM BENCH MARK A 454 RESET 1975, AND 8.5 METERS (28.0 FT)
 BQ0376'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BQ0376'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0376
 BQ0376                          STATION RECOVERY (1996)
 BQ0376
 BQ0376'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0188 ***********************************************************************
 AM0188  DESIGNATION -  A 456
 AM0188  PID         -  AM0188
 AM0188  STATE/COUNTY-  TX/MATAGORDA
 AM0188  USGS QUAD   -  BAY CITY (1972)
 AM0188
 AM0188                         *CURRENT SURVEY CONTROL
 AM0188  ___________________________________________________________________
 AM0188* NAD 83(1986)-  28 58 14.     (N)    095 59 06.     (W)     SCALED    
 AM0188* NAVD 88     -        17.00   (+/-2cm)      55.8    (feet)  VERTCON   
 AM0188  ___________________________________________________________________
 AM0188  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AM0188
 AM0188  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0188
 AM0188.The horizontal coordinates were scaled from a topographic map and have
 AM0188.an estimated accuracy of +/- 6 seconds.
 AM0188
 AM0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0188.The vertical order pertains to the NGVD 29 superseded value.
 AM0188
 AM0188.The geoid height was determined by GEOID03.
 AM0188
 AM0188;                    North         East    Units  Estimated Accuracy
 AM0188;SPC TXSC     - 4,129,820.      893,800.      MT  (+/- 180 meters Scaled)
 AM0188
 AM0188                          SUPERSEDED SURVEY CONTROL
 AM0188
 AM0188  NGVD 29 (??/??/92)   17.025  (m)           55.86   (f) ADJ UNCH    1 1
 AM0188
 AM0188.Superseded values are not recommended for survey control.
 AM0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0188.See file dsdata.txt to determine how the superseded data were derived.
 AM0188
 AM0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN091083(NAD 83)
 AM0188_MARKER: DB = BENCH MARK DISK
 AM0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0188_SP_SET: FOUNDATION
 AM0188_STAMPING: A 456 1951
 AM0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0188
 AM0188  HISTORY     - Date     Condition        Report By
 AM0188  HISTORY     - 1951     MONUMENTED       CGS
 AM0188  HISTORY     - 1972     GOOD             NGS
 AM0188
 AM0188                          STATION DESCRIPTION
 AM0188
 AM0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0188'1.3 MI SW FROM BAY CITY.
 AM0188'1.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AM0188'STATION AT BAY CITY, 10 POLES SOUTH OF MILEPOLE 283, 4 POLES SOUTH OF
 AM0188'THE SOUTH END OF BRIDGE 282.8, 4 RAILS SOUTH OF THE CROSSING OF A
 AM0188'PRIVATE ROAD WHICH IS THE EXTENSION OF DUNCAN STREET, IN THE TOP OF
 AM0188'THE SOUTHEAST CORNER OF A 7-BY 9-FOOT CONCRETE FOUNDATION OF FORMER
 AM0188'STEEL BASE OF A WATER STACK, 1.0 FOOT NORTHWEST OF THE SOUTHEAST
 AM0188'CORNER OF THE FOUNDATION, 1.1 FEET NORTH OF THE SOUTH EDGE OF THE
 AM0188'FOUNDATION, 9.2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 23.3
 AM0188'FEET EAST OF THE EAST RAIL OF A SIDE TRACK, AND ABOUT LEVEL WITH THE
 AM0188'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1627 ***********************************************************************
 AW1627  DESIGNATION -  A 459
 AW1627  PID         -  AW1627
 AW1627  STATE/COUNTY-  TX/GALVESTON
 AW1627  USGS QUAD   -  TEXAS CITY (1994)
 AW1627
 AW1627                         *CURRENT SURVEY CONTROL
 AW1627  ___________________________________________________________________
 AW1627* NAD 83(1986)-  29 24 23.     (N)    094 57 03.     (W)     SCALED    
 AW1627* NAVD 88     -         1.29   (+/-2cm)       4.2    (feet)  VERTCON   
 AW1627  ___________________________________________________________________
 AW1627  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1627
 AW1627  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1627
 AW1627.The horizontal coordinates were scaled from a topographic map and have
 AW1627.an estimated accuracy of +/- 6 seconds.
 AW1627
 AW1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1627.The vertical order pertains to the NGVD 29 superseded value.
 AW1627
 AW1627.The geoid height was determined by GEOID03.
 AW1627
 AW1627;                    North         East    Units  Estimated Accuracy
 AW1627;SPC TXSC     - 4,181,140.      992,860.      MT  (+/- 180 meters Scaled)
 AW1627
 AW1627                          SUPERSEDED SURVEY CONTROL
 AW1627
 AW1627  NGVD 29 (??/??/92)    1.287  (m)            4.22   (f) ADJ UNCH    1 2
 AW1627
 AW1627.Superseded values are not recommended for survey control.
 AW1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1627.See file dsdata.txt to determine how the superseded data were derived.
 AW1627
 AW1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN107545(NAD 83)
 AW1627_MARKER: DB = BENCH MARK DISK
 AW1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1627_STAMPING: A 459 1951
 AW1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1627+STABILITY: SURFACE MOTION
 AW1627
 AW1627  HISTORY     - Date     Condition        Report By
 AW1627  HISTORY     - 1951     MONUMENTED       CGS
 AW1627  HISTORY     - 1973     GOOD             NGS
 AW1627  HISTORY     - 1978     GOOD             NGS
 AW1627  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1627  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW1627  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW1627  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 AW1627
 AW1627                          STATION DESCRIPTION
 AW1627
 AW1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1627'4.25 MI NW FROM TEXAS CITY.
 AW1627'ABOUT 4.15 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE AT
 AW1627'TEXAS CITY, THENCE 0.1 MILE SOUTH ALONG SMITH STREET, ABOUT IN LINE
 AW1627'WITH THE NORTHWEST END OF THE NORTHWEST-SOUTHEAST RUNWAY OF THE GULF
 AW1627'COAST AIRPORT, ABOUT 265 FEET SOUTH OF THE SOUTHWEST CORNER OF A METAL
 AW1627'HANGAR, 38 FEET EAST OF THE CENTER LINE OF SMITH ST., 2 1/2 FEET EAST
 AW1627'OF THE SHOULDER OF A DITCH, AND IS A DISK SET IN THE TOP OF A CONCRETE
 AW1627'POST PROJECTING 1 INCH.
 AW1627
 AW1627                          STATION RECOVERY (1978)
 AW1627
 AW1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1627'NOTE=SMITH STREET IS NOW 39TH STREET.
 AW1627
 AW1627                          STATION RECOVERY (1987)
 AW1627
 AW1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1627'NOT RECOVERED, NO EVIDENCE OF MARK WAS FOUND.
 AW1627
 AW1627                          STATION RECOVERY (1999)
 AW1627
 AW1627'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1627'MARK NOT FOUND.
 AW1627
 AW1627                          STATION RECOVERY (2004)
 AW1627
 AW1627'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1627'MARK NOT FOUND.
 AW1627
 AW1627                          STATION RECOVERY (2005)
 AW1627
 AW1627'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0666 ***********************************************************************
 AW0666  DESIGNATION -  A 460
 AW0666  PID         -  AW0666
 AW0666  STATE/COUNTY-  TX/GALVESTON
 AW0666  USGS QUAD   -  LAKE COMO (1994)
 AW0666
 AW0666                         *CURRENT SURVEY CONTROL
 AW0666  ___________________________________________________________________
 AW0666* NAD 83(1986)-  29 12 38.     (N)    094 55 20.     (W)     SCALED    
 AW0666* NAVD 88     -         1.97   (+/-2cm)       6.5    (feet)  VERTCON   
 AW0666  ___________________________________________________________________
 AW0666  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0666
 AW0666  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0666
 AW0666.The horizontal coordinates were scaled from a topographic map and have
 AW0666.an estimated accuracy of +/- 6 seconds.
 AW0666
 AW0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0666.The vertical order pertains to the NGVD 29 superseded value.
 AW0666
 AW0666.The geoid height was determined by GEOID03.
 AW0666
 AW0666;                    North         East    Units  Estimated Accuracy
 AW0666;SPC TXSC     - 4,159,540.      996,390.      MT  (+/- 180 meters Scaled)
 AW0666
 AW0666                          SUPERSEDED SURVEY CONTROL
 AW0666
 AW0666  NGVD 29 (??/??/92)    1.965  (m)            6.45   (f) ADJ UNCH    1 2
 AW0666
 AW0666.Superseded values are not recommended for survey control.
 AW0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0666.See file dsdata.txt to determine how the superseded data were derived.
 AW0666
 AW0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN131328(NAD 83)
 AW0666_MARKER: DB = BENCH MARK DISK
 AW0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0666_STAMPING: A 460 1951
 AW0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0666+STABILITY: SURFACE MOTION
 AW0666
 AW0666  HISTORY     - Date     Condition        Report By
 AW0666  HISTORY     - 1951     MONUMENTED       CGS
 AW0666  HISTORY     - 1958     GOOD             NGS
 AW0666  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0666  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0666  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0666  HISTORY     - 19890531 MARK NOT FOUND   USPSQD
 AW0666
 AW0666                          STATION DESCRIPTION
 AW0666
 AW0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0666'9.75 MI SW FROM GALVESTON.
 AW0666'ABOUT 3.7 MILES SOUTHWEST ALONG THE SEA WALL BOULEVARD FROM THE
 AW0666'BUCCANEER HOTEL AT GALVESTON, THENCE ABOUT 6.05 MILE SOUTHWEST ALONG
 AW0666'THE BEACH, ABOUT 0.25 MILE NORTHEAST OF AN ASPHALT ROAD LEADING
 AW0666'NORTHWEST, 217 FEET SOUTHEAST OF THE SOUTHEAST FACE OF A BEACH HOUSE,
 AW0666'310 1/2 FEET SOUTH OF A POWER POLE SUPPORTING A TRANSFORMER, 170 FEET
 AW0666'SOUTHWEST OF A T FENCE, 40 FEET NORTHWEST OF THE HIGH WATER LINE, 6
 AW0666'1/2 FEET NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK, 10
 AW0666'FEET NORTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST,
 AW0666'AND IN THE TOP OF A CONCRETE POST 5 INCHES BELOW THE SURFACE.
 AW0666
 AW0666                          STATION RECOVERY (1964)
 AW0666
 AW0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0666'MARK NOT FOUND.
 AW0666
 AW0666                          STATION RECOVERY (1978)
 AW0666
 AW0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0666'NOT RECOVERED.
 AW0666
 AW0666                          STATION RECOVERY (1987)
 AW0666
 AW0666'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0666'MARK NOT FOUND.
 AW0666
 AW0666                          STATION RECOVERY (1989)
 AW0666
 AW0666'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1141 ***********************************************************************
 AY1141  DESIGNATION -  A 461
 AY1141  PID         -  AY1141
 AY1141  STATE/COUNTY-  TX/BANDERA
 AY1141  USGS QUAD   -  BANDERA (1982)
 AY1141
 AY1141                         *CURRENT SURVEY CONTROL
 AY1141  ___________________________________________________________________
 AY1141* NAD 83(1986)-  29 43 25.     (N)    099 05 00.     (W)     SCALED    
 AY1141* NAVD 88     -       377.992  (meters)    1240.13   (feet)  ADJUSTED  
 AY1141  ___________________________________________________________________
 AY1141  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AY1141  DYNAMIC HT  -         377.446 (meters)    1238.34  (feet)  COMP
 AY1141  MODELED GRAV-     979,187.3   (mgal)                       NAVD 88
 AY1141
 AY1141  VERT ORDER  -  SECOND    CLASS 0
 AY1141
 AY1141.The horizontal coordinates were scaled from a topographic map and have
 AY1141.an estimated accuracy of +/- 6 seconds.
 AY1141
 AY1141.The orthometric height was determined by differential leveling
 AY1141.and adjusted by the National Geodetic Survey in June 1991..
 AY1141
 AY1141.The geoid height was determined by GEOID03.
 AY1141
 AY1141.The dynamic height is computed by dividing the NAVD 88
 AY1141.geopotential number by the normal gravity value computed on the
 AY1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1141.degrees latitude (g = 980.6199 gals.).
 AY1141
 AY1141.The modeled gravity was interpolated from observed gravity values.
 AY1141
 AY1141;                    North         East    Units  Estimated Accuracy
 AY1141;SPC TXSC     - 4,209,500.      591,940.      MT  (+/- 180 meters Scaled)
 AY1141
 AY1141                          SUPERSEDED SURVEY CONTROL
 AY1141
 AY1141  NGVD 29 (??/??/92)  377.881  (m)         1239.76   (f) ADJ UNCH    2 0
 AY1141
 AY1141.Superseded values are not recommended for survey control.
 AY1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1141.See file dsdata.txt to determine how the superseded data were derived.
 AY1141
 AY1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT919881(NAD 83)
 AY1141_MARKER: DB = BENCH MARK DISK
 AY1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1141_STAMPING: A 461 1953
 AY1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1141+STABILITY: SURFACE MOTION
 AY1141
 AY1141  HISTORY     - Date     Condition        Report By
 AY1141  HISTORY     - 1953     MONUMENTED       CGS
 AY1141  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1141
 AY1141                          STATION DESCRIPTION
 AY1141
 AY1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1141'1.35 MI SW FROM BANDERA.
 AY1141'0.65 MILE WEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT BANDERA,
 AY1141'THENCE 0.3 MILE SOUTH ACROSS A FOOT BRIDGE OVER THE MEDINA RIVER,
 AY1141'THENCE 0.4 MILE SOUTH ALONG THE NORTH AND SOUTH RUNWAY AT THE MAYAN
 AY1141'RANCH AIRPORT, AT THE SOUTHWEST ENTRANCE TO THE AIRPORT, 132 YARDS
 AY1141'SOUTH OF A MAINTENANCE SHOP, 66 FEET NORTH OF THE CENTER LINE OF A
 AY1141'GRAVELED ROAD LEADING SOUTHWEST, 24 FEET WEST OF THE CENTER LINE OF A
 AY1141'TRACK ROAD LEADING NORTH, 1.8 FEET EAST OF A FENCE, 2 FEET NORTH OF A
 AY1141'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AY1141'FOOT ABOVE THE GROUND.
 AY1141
 AY1141                          STATION RECOVERY (1993)
 AY1141
 AY1141'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2129 ***********************************************************************
 AY2129  DESIGNATION -  A 463 RESET
 AY2129  PID         -  AY2129
 AY2129  STATE/COUNTY-  TX/BANDERA
 AY2129  USGS QUAD   -  BANDERA (1982)
 AY2129
 AY2129                         *CURRENT SURVEY CONTROL
 AY2129  ___________________________________________________________________
 AY2129* NAD 83(1986)-  29 44 09.     (N)    099 02 32.     (W)     SCALED    
 AY2129* NAVD 88     -       393.35   (meters)    1290.5    (feet)  RESET     
 AY2129  ___________________________________________________________________
 AY2129  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AY2129
 AY2129  VERT ORDER  -  THIRD
 AY2129
 AY2129.The horizontal coordinates were scaled from a topographic map and have
 AY2129.an estimated accuracy of +/- 6 seconds.
 AY2129
 AY2129.The orthometric height was computed from unverified reset data.
 AY2129.No vertical observational check was made to the station.
 AY2129
 AY2129.The geoid height was determined by GEOID03.
 AY2129
 AY2129;                    North         East    Units  Estimated Accuracy
 AY2129;SPC TXSC     - 4,210,850.      595,920.      MT  (+/- 180 meters Scaled)
 AY2129
 AY2129                          SUPERSEDED SURVEY CONTROL
 AY2129
 AY2129  NGVD 29 (01/29/03)  393.25   (m)         1290.2    (f) RESET       3  
 AY2129
 AY2129.Superseded values are not recommended for survey control.
 AY2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2129.See file dsdata.txt to determine how the superseded data were derived.
 AY2129
 AY2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT959895(NAD 83)
 AY2129_MARKER: DB = BENCH MARK DISK
 AY2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2129_SP_SET: CONCRETE POST
 AY2129_STAMPING: A 463 RESET 1980
 AY2129_MARK LOGO: NGS   
 AY2129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY2129
 AY2129  HISTORY     - Date     Condition        Report By
 AY2129  HISTORY     - 1980     MONUMENTED       NGS
 AY2129  HISTORY     - 19931117 GOOD             USPSQD
 AY2129
 AY2129                          STATION DESCRIPTION
 AY2129
 AY2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY2129'1.6 MILES SOUTHEAST FROM JUNCTION OF STATE HIGHWAYS 16 AND 173 IN
 AY2129'BANDERA, ALONG STATE HIGHWAY 16, 55 FEET SOUTH OF CENTERLINE OF NEW
 AY2129'ROAD, 3 FEET NORTH OF A FENCE AND 2 FEET NORTH OF A WOOD WITNESS
 AY2129'POST, AND 2 INCHES BELOW GROUND.
 AY2129
 AY2129                          STATION RECOVERY (1993)
 AY2129
 AY2129'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1022 ***********************************************************************
 AY1022  DESIGNATION -  A 464
 AY1022  PID         -  AY1022
 AY1022  STATE/COUNTY-  TX/MEDINA
 AY1022  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1022
 AY1022                         *CURRENT SURVEY CONTROL
 AY1022  ___________________________________________________________________
 AY1022* NAD 83(1986)-  29 38 13.     (N)    098 48 39.     (W)     SCALED    
 AY1022* NAVD 88     -       389.144  (meters)    1276.72   (feet)  ADJUSTED  
 AY1022  ___________________________________________________________________
 AY1022  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AY1022  DYNAMIC HT  -         388.572 (meters)    1274.84  (feet)  COMP
 AY1022  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 AY1022
 AY1022  VERT ORDER  -  SECOND    CLASS 0
 AY1022
 AY1022.The horizontal coordinates were scaled from a topographic map and have
 AY1022.an estimated accuracy of +/- 6 seconds.
 AY1022
 AY1022.The orthometric height was determined by differential leveling
 AY1022.and adjusted by the National Geodetic Survey in June 1991..
 AY1022
 AY1022.The geoid height was determined by GEOID03.
 AY1022
 AY1022.The dynamic height is computed by dividing the NAVD 88
 AY1022.geopotential number by the normal gravity value computed on the
 AY1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1022.degrees latitude (g = 980.6199 gals.).
 AY1022
 AY1022.The modeled gravity was interpolated from observed gravity values.
 AY1022
 AY1022;                    North         East    Units  Estimated Accuracy
 AY1022;SPC TXSC     - 4,199,900.      618,320.      MT  (+/- 180 meters Scaled)
 AY1022
 AY1022                          SUPERSEDED SURVEY CONTROL
 AY1022
 AY1022  NGVD 29 (??/??/92)  389.033  (m)         1276.35   (f) ADJ UNCH    2 0
 AY1022
 AY1022.Superseded values are not recommended for survey control.
 AY1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1022.See file dsdata.txt to determine how the superseded data were derived.
 AY1022
 AY1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT183785(NAD 83)
 AY1022_MARKER: DB = BENCH MARK DISK
 AY1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1022_SP_SET: CONCRETE POST
 AY1022_STAMPING: A 464 1953
 AY1022_MARK LOGO: CGS   
 AY1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1022+STABILITY: SURFACE MOTION
 AY1022
 AY1022  HISTORY     - Date     Condition        Report By
 AY1022  HISTORY     - 1953     MONUMENTED       CGS
 AY1022  HISTORY     - 19761109 GOOD             NGS
 AY1022  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1022  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1022
 AY1022                          STATION DESCRIPTION
 AY1022
 AY1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1022'1.35 MI NW FROM SAN GERONIMO.
 AY1022'1.35 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM A ROCK MOBILGAS
 AY1022'SERVICE STATION AT SAN GERONIMO, 0.1 MILE NORTH OF A JUNCTION WITH
 AY1022'PARK ROAD 37, 0.45 MILE NORTHWEST OF THE MEDINA AND BEXAR COUNTY LINE,
 AY1022'55 FEET SOUTHEAST OF THE NORTHEAST CONCRETE RAILING OF A CONCRETE
 AY1022'BRIDGE, 42 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET
 AY1022'NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 2.5 FEET SOUTHWEST
 AY1022'OF A FENCE, 2.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AY1022'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1022
 AY1022                          STATION RECOVERY (1976)
 AY1022
 AY1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AY1022'RECOVERED IN GOOD CONDITION.
 AY1022
 AY1022                          STATION RECOVERY (1990)
 AY1022
 AY1022'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1022'MARK NOT FOUND.
 AY1022
 AY1022                          STATION RECOVERY (1995)
 AY1022
 AY1022'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2136 ***********************************************************************
 AY2136  DESIGNATION -  A 464 RESET
 AY2136  PID         -  AY2136
 AY2136  STATE/COUNTY-  TX/MEDINA
 AY2136  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY2136
 AY2136                         *CURRENT SURVEY CONTROL
 AY2136  ___________________________________________________________________
 AY2136* NAD 83(1986)-  29 38 13.     (N)    098 48 39.     (W)     SCALED    
 AY2136* NAVD 88     -       388.77   (meters)    1275.5    (feet)  RESET     
 AY2136  ___________________________________________________________________
 AY2136  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AY2136
 AY2136  VERT ORDER  -  THIRD
 AY2136
 AY2136.The horizontal coordinates were scaled from a topographic map and have
 AY2136.an estimated accuracy of +/- 6 seconds.
 AY2136
 AY2136.The orthometric height was computed from unverified reset data.
 AY2136.No vertical observational check was made to the station.
 AY2136
 AY2136.The geoid height was determined by GEOID03.
 AY2136
 AY2136;                    North         East    Units  Estimated Accuracy
 AY2136;SPC TXSC     - 4,199,900.      618,320.      MT  (+/- 180 meters Scaled)
 AY2136
 AY2136                          SUPERSEDED SURVEY CONTROL
 AY2136
 AY2136  NGVD 29 (01/29/03)  388.66   (m)         1275.1    (f) RESET       3  
 AY2136
 AY2136.Superseded values are not recommended for survey control.
 AY2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2136.See file dsdata.txt to determine how the superseded data were derived.
 AY2136
 AY2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT183785(NAD 83)
 AY2136_MARKER: DB = BENCH MARK DISK
 AY2136_SETTING: 66 = SET IN ROCK OUTCROP
 AY2136_SP_SET: ROCK OUTCROP
 AY2136_STAMPING: A 464 REST 1979
 AY2136_MARK LOGO: NGS   
 AY2136_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2136+STABILITY: POSITION/ELEVATION WELL
 AY2136
 AY2136  HISTORY     - Date     Condition        Report By
 AY2136  HISTORY     - 1979     MONUMENTED       NGS
 AY2136  HISTORY     - 19950522 MARK NOT FOUND   USPSQD
 AY2136
 AY2136                          STATION DESCRIPTION
 AY2136
 AY2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AY2136'FROM THE JUNCTION OF STATE HIGHWAY 16 AND FARM ROAD 1560 IN HELOTES,
 AY2136'80 NORTHWEST ON STATE HIGHWAY 16 FOR 11.3 MI (18.2 KM) TO A LARGE
 AY2136'BRIDGE (CULVERT TYPE) AND MARK ON THE RIGHT.
 AY2136'95 FT (29.0 M) NORTH NORTHEAST
 AY2136'OF THE CENTER OF NORTHWEST BOUND TRAFFIC LANE, 94 FT (28.7 M) EAST OF
 AY2136'THE NORTHEAST CORNER OF ABUTMENT OF BRIDGE, 69 FT (21.0 M)
 AY2136'NORTHWEST OF A BURIED CABLE WARNING SIGN POST, 0.6 FT (0.2 M)
 AY2136'SOUTHWEST OF FENCE LINE AND WITNESS SIGN
 AY2136'ABOUT 12 FT (3.7 M) LOWER IN ELEVATION THAN THE ROADBED.
 AY2136
 AY2136                          STATION RECOVERY (1995)
 AY2136
 AY2136'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY2136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0821 ***********************************************************************
 AH0821  DESIGNATION -  A 465
 AH0821  PID         -  AH0821
 AH0821  STATE/COUNTY-  TX/NUECES
 AH0821  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0821
 AH0821                         *CURRENT SURVEY CONTROL
 AH0821  ___________________________________________________________________
 AH0821* NAD 83(1986)-  27 40 13.     (N)    097 44 04.     (W)     SCALED    
 AH0821* NAVD 88     -        17.322  (meters)      56.83   (feet)  ADJUSTED  
 AH0821  ___________________________________________________________________
 AH0821  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AH0821  DYNAMIC HT  -          17.295 (meters)      56.74  (feet)  COMP
 AH0821  MODELED GRAV-     979,109.6   (mgal)                       NAVD 88
 AH0821
 AH0821  VERT ORDER  -  FIRST     CLASS II
 AH0821
 AH0821.The horizontal coordinates were scaled from a topographic map and have
 AH0821.an estimated accuracy of +/- 6 seconds.
 AH0821
 AH0821.The orthometric height was determined by differential leveling
 AH0821.and adjusted by the National Geodetic Survey in June 1991..
 AH0821
 AH0821.The geoid height was determined by GEOID03.
 AH0821
 AH0821.The dynamic height is computed by dividing the NAVD 88
 AH0821.geopotential number by the normal gravity value computed on the
 AH0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0821.degrees latitude (g = 980.6199 gals.).
 AH0821
 AH0821.The modeled gravity was interpolated from observed gravity values.
 AH0821
 AH0821;                    North         East    Units  Estimated Accuracy
 AH0821;SPC TX S     - 5,222,220.      375,530.      MT  (+/- 180 meters Scaled)
 AH0821
 AH0821                          SUPERSEDED SURVEY CONTROL
 AH0821
 AH0821  NGVD 29 (??/??/92)   17.438  (m)           57.21   (f) ADJ UNCH    1 2
 AH0821
 AH0821.Superseded values are not recommended for survey control.
 AH0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0821.See file dsdata.txt to determine how the superseded data were derived.
 AH0821
 AH0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR248613(NAD 83)
 AH0821_MARKER: DB = BENCH MARK DISK
 AH0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0821_STAMPING: A 465 1951
 AH0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0821+STABILITY: SURFACE MOTION
 AH0821
 AH0821  HISTORY     - Date     Condition        Report By
 AH0821  HISTORY     - 1951     MONUMENTED       CGS
 AH0821  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0821  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0821  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0821
 AH0821                          STATION DESCRIPTION
 AH0821
 AH0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0821'0.9 MI E FROM DRISCOLL.
 AH0821'0.9 MILE EAST ALONG FARM ROAD 665 FROM THE JUNCTION WITH U.S. HIGHWAY
 AH0821'77 AT DRISCOLL, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 69.4
 AH0821'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MOST EASTERLY ONE OF 2
 AH0821'WHITE FRAME HOUSES WHICH ARE ON THE SOUTH SIDE OF THE ROAD, 32.5 FEET
 AH0821'NORTHEAST OF THE NORTHEAST CORNER OF THE MOST WESTERLY HOUSE, 1 FOOT
 AH0821'NORTHEAST OF THE NORTHEAST CORNER OF A PICKET FENCE AROUND THE YARD OF
 AH0821'THE WESTERLY HOUSE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AH0821'WITH THE GROUND.
 AH0821
 AH0821                          STATION RECOVERY (1969)
 AH0821
 AH0821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0821'MARK NOT FOUND.
 AH0821
 AH0821                          STATION RECOVERY (1981)
 AH0821
 AH0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0821'SEARCHED FOR, NOT RECOVERED THIS DATE.
 AH0821
 AH0821                          STATION RECOVERY (1997)
 AH0821
 AH0821'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0795 ***********************************************************************
 AY0795  DESIGNATION -  A 466
 AY0795  PID         -  AY0795
 AY0795  STATE/COUNTY-  TX/BEXAR
 AY0795  USGS QUAD   -  TERRELL WELLS (1992)
 AY0795
 AY0795                         *CURRENT SURVEY CONTROL
 AY0795  ___________________________________________________________________
 AY0795* NAD 83(1986)-  29 19 43.     (N)    098 35 04.     (W)     SCALED    
 AY0795* NAVD 88     -       183.106  (meters)     600.74   (feet)  ADJUSTED  
 AY0795  ___________________________________________________________________
 AY0795  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AY0795  DYNAMIC HT  -         182.841 (meters)     599.87  (feet)  COMP
 AY0795  MODELED GRAV-     979,193.6   (mgal)                       NAVD 88
 AY0795
 AY0795  VERT ORDER  -  FIRST     CLASS II
 AY0795
 AY0795.The horizontal coordinates were scaled from a topographic map and have
 AY0795.an estimated accuracy of +/- 6 seconds.
 AY0795
 AY0795.The orthometric height was determined by differential leveling
 AY0795.and adjusted by the National Geodetic Survey in June 1991..
 AY0795
 AY0795.The geoid height was determined by GEOID03.
 AY0795
 AY0795.The dynamic height is computed by dividing the NAVD 88
 AY0795.geopotential number by the normal gravity value computed on the
 AY0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0795.degrees latitude (g = 980.6199 gals.).
 AY0795
 AY0795.The modeled gravity was interpolated from observed gravity values.
 AY0795
 AY0795;                    North         East    Units  Estimated Accuracy
 AY0795;SPC TXSC     - 4,165,790.      640,360.      MT  (+/- 180 meters Scaled)
 AY0795
 AY0795                          SUPERSEDED SURVEY CONTROL
 AY0795
 AY0795  NGVD 29 (??/??/92)  183.006  (m)          600.41   (f) ADJ UNCH    1 2
 AY0795
 AY0795.Superseded values are not recommended for survey control.
 AY0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0795.See file dsdata.txt to determine how the superseded data were derived.
 AY0795
 AY0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT403444(NAD 83)
 AY0795_MARKER: DB = BENCH MARK DISK
 AY0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0795_SP_SET: BRIDGE
 AY0795_STAMPING: A 466 1952
 AY0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0795
 AY0795  HISTORY     - Date     Condition        Report By
 AY0795  HISTORY     - 1952     MONUMENTED       CGS
 AY0795  HISTORY     - 19991027 GOOD             USPSQD
 AY0795
 AY0795                          STATION DESCRIPTION
 AY0795
 AY0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0795'IN SAN ANTONIO.
 AY0795'AT SAN ANTONIO, 205 FEET NORTHEAST OF THE INTERSECTION OF THE CENTER
 AY0795'LINES OF SOMERSET ROAD AND CASSIN ROAD, 13 FEET SOUTHEAST OF THE
 AY0795'CENTER LINE OF SOMERSET ROAD, SET IN THE TOP OF THE SOUTH WINGWALL OF
 AY0795'A LONG CONCRETE BRIDGE OVER LEON CREEK.
 AY0795
 AY0795                          STATION RECOVERY (1999)
 AY0795
 AY0795'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0147 ***********************************************************************
 CC0147  DESIGNATION -  A 467
 CC0147  PID         -  CC0147
 CC0147  STATE/COUNTY-  TX/CROCKETT
 CC0147  USGS QUAD   -  GIRVIN SE (1972)
 CC0147
 CC0147                         *CURRENT SURVEY CONTROL
 CC0147  ___________________________________________________________________
 CC0147* NAD 83(1986)-  31 05 31.     (N)    102 20 16.     (W)     SCALED    
 CC0147* NAVD 88     -       704.822  (meters)    2312.40   (feet)  ADJUSTED  
 CC0147  ___________________________________________________________________
 CC0147  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CC0147  DYNAMIC HT  -         703.818 (meters)    2309.11  (feet)  COMP
 CC0147  MODELED GRAV-     979,193.6   (mgal)                       NAVD 88
 CC0147
 CC0147  VERT ORDER  -  SECOND    CLASS 0
 CC0147
 CC0147.The horizontal coordinates were scaled from a topographic map and have
 CC0147.an estimated accuracy of +/- 6 seconds.
 CC0147
 CC0147.The orthometric height was determined by differential leveling
 CC0147.and adjusted by the National Geodetic Survey in June 1991..
 CC0147
 CC0147.The geoid height was determined by GEOID03.
 CC0147
 CC0147.The dynamic height is computed by dividing the NAVD 88
 CC0147.geopotential number by the normal gravity value computed on the
 CC0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0147.degrees latitude (g = 980.6199 gals.).
 CC0147
 CC0147.The modeled gravity was interpolated from observed gravity values.
 CC0147
 CC0147;                    North         East    Units  Estimated Accuracy
 CC0147;SPC TX C     - 3,159,720.      508,780.      MT  (+/- 180 meters Scaled)
 CC0147
 CC0147                          SUPERSEDED SURVEY CONTROL
 CC0147
 CC0147  NGVD 29 (??/??/92)  704.608  (m)         2311.70   (f) ADJ UNCH    2 0
 CC0147
 CC0147.Superseded values are not recommended for survey control.
 CC0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0147.See file dsdata.txt to determine how the superseded data were derived.
 CC0147
 CC0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ539428(NAD 83)
 CC0147_MARKER: DB = BENCH MARK DISK
 CC0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0147_STAMPING: A 467 1935 2311.701
 CC0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0147+STABILITY: SURFACE MOTION
 CC0147
 CC0147  HISTORY     - Date     Condition        Report By
 CC0147  HISTORY     - 1935     MONUMENTED       CGS
 CC0147  HISTORY     - 1958     GOOD             NGS
 CC0147
 CC0147                          STATION DESCRIPTION
 CC0147
 CC0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0147'7.35 MI SW FROM MCCAMEY.
 CC0147'ABOUT 7.35 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0147'FROM THE STATION AT MCCAMEY, 27 FEET WEST OF THE 1ST POLE SOUTHWEST OF
 CC0147'MILEPOST 846, 50 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 POLES
 CC0147'NORTHEAST OF THE SOUTHWEST END OF A FILL, 2 FEET NORTHWEST OF A FENCE,
 CC0147'1 1/2 FEET NORTHEAST OF A CONCRETE WITNESS POST, ABOUT 15 FEET BELOW
 CC0147'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 CC0147'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0220 ***********************************************************************
 BP0220  DESIGNATION -  A 468
 BP0220  PID         -  BP0220
 BP0220  STATE/COUNTY-  TX/PECOS
 BP0220  USGS QUAD   -  BELDING (1970)
 BP0220
 BP0220                         *CURRENT SURVEY CONTROL
 BP0220  ___________________________________________________________________
 BP0220* NAD 83(1986)-  30 46 17.     (N)    103 03 01.     (W)     SCALED    
 BP0220* NAVD 88     -      1001.351  (meters)    3285.27   (feet)  ADJUSTED  
 BP0220  ___________________________________________________________________
 BP0220  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 BP0220  DYNAMIC HT  -         999.801 (meters)    3280.18  (feet)  COMP
 BP0220  MODELED GRAV-     979,059.6   (mgal)                       NAVD 88
 BP0220
 BP0220  VERT ORDER  -  SECOND    CLASS 0
 BP0220
 BP0220.The horizontal coordinates were scaled from a topographic map and have
 BP0220.an estimated accuracy of +/- 6 seconds.
 BP0220
 BP0220.The orthometric height was determined by differential leveling
 BP0220.and adjusted by the National Geodetic Survey in June 1991..
 BP0220
 BP0220.The geoid height was determined by GEOID03.
 BP0220
 BP0220.The dynamic height is computed by dividing the NAVD 88
 BP0220.geopotential number by the normal gravity value computed on the
 BP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0220.degrees latitude (g = 980.6199 gals.).
 BP0220
 BP0220.The modeled gravity was interpolated from observed gravity values.
 BP0220
 BP0220;                    North         East    Units  Estimated Accuracy
 BP0220;SPC TX C     - 3,125,640.      439,960.      MT  (+/- 180 meters Scaled)
 BP0220
 BP0220                          SUPERSEDED SURVEY CONTROL
 BP0220
 BP0220  NGVD 29 (??/??/92) 1000.984  (m)         3284.06   (f) ADJ UNCH    2 0
 BP0220
 BP0220.Superseded values are not recommended for survey control.
 BP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0220.See file dsdata.txt to determine how the superseded data were derived.
 BP0220
 BP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ865058(NAD 83)
 BP0220_MARKER: DB = BENCH MARK DISK
 BP0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0220_STAMPING: A 468 1935 3284.062
 BP0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0220+STABILITY: SURFACE MOTION
 BP0220
 BP0220  HISTORY     - Date     Condition        Report By
 BP0220  HISTORY     - 1935     MONUMENTED       CGS
 BP0220  HISTORY     - 1958     GOOD             NGS
 BP0220
 BP0220                          STATION DESCRIPTION
 BP0220
 BP0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0220'13.4 MI SW FROM FORT STOCKTON.
 BP0220'ABOUT 13.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0220'FROM THE STATION AT FORT STOCKTON, 4 1/2 FEET NORTHWEST OF THE 2ND
 BP0220'POLE SOUTHWEST OF MILEPOST 895, 48 1/2 FEET NORTHWEST OF THE NORTHWEST
 BP0220'RAIL, 7 RAILS SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 52
 BP0220'FEET SOUTHEAST OF THE CENTER LINE OF A GRADED DIRT ROAD, 1 1/2 FEET
 BP0220'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BP0220'POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0415 ***********************************************************************
 BP0415  DESIGNATION -  A 469 RESET 1952
 BP0415  PID         -  BP0415
 BP0415  STATE/COUNTY-  TX/BREWSTER
 BP0415  USGS QUAD   -  ALPINE NORTH (1972)
 BP0415
 BP0415                         *CURRENT SURVEY CONTROL
 BP0415  ___________________________________________________________________
 BP0415* NAD 83(1986)-  30 23 03.     (N)    103 40 19.     (W)     SCALED    
 BP0415* NAVD 88     -      1354.509  (meters)    4443.92   (feet)  ADJUSTED  
 BP0415  ___________________________________________________________________
 BP0415  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 BP0415  DYNAMIC HT  -        1352.327 (meters)    4436.76  (feet)  COMP
 BP0415  MODELED GRAV-     978,983.0   (mgal)                       NAVD 88
 BP0415  OBS GRAVITY -     978,982.0   (mgal)                       GRAV_OBS
 BP0415
 BP0415  VERT ORDER  -  FIRST     CLASS I
 BP0415
 BP0415.The horizontal coordinates were scaled from a topographic map and have
 BP0415.an estimated accuracy of +/- 6 seconds.
 BP0415
 BP0415.The orthometric height was determined by differential leveling
 BP0415.and adjusted by the National Geodetic Survey in June 1991..
 BP0415
 BP0415.The geoid height was determined by GEOID03.
 BP0415
 BP0415.The dynamic height is computed by dividing the NAVD 88
 BP0415.geopotential number by the normal gravity value computed on the
 BP0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0415.degrees latitude (g = 980.6199 gals.).
 BP0415
 BP0415.The modeled gravity was interpolated from observed gravity values.
 BP0415.The observed gravity was obtained from relative gravimeter ties
 BP0415.to the IGSN71 gravity network.
 BP0415
 BP0415;                    North         East    Units  Estimated Accuracy
 BP0415;SPC TXSC     - 4,291,680.      151,070.      MT  (+/- 180 meters Scaled)
 BP0415
 BP0415                          SUPERSEDED SURVEY CONTROL
 BP0415
 BP0415  NGVD 29 (??/??/92) 1354.063  (m)         4442.45   (f) ADJ UNCH    1 1
 BP0415
 BP0415.Superseded values are not recommended for survey control.
 BP0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0415.See file dsdata.txt to determine how the superseded data were derived.
 BP0415
 BP0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP275621(NAD 83)
 BP0415_MARKER: DB = BENCH MARK DISK
 BP0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0415_STAMPING: A 469 RESET 1952
 BP0415_MARK LOGO: CGS   
 BP0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0415+STABILITY: SURFACE MOTION
 BP0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0415+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 BP0415
 BP0415  HISTORY     - Date     Condition        Report By
 BP0415  HISTORY     - 1952     MONUMENTED       CGS
 BP0415  HISTORY     - 1958     GOOD             NGS
 BP0415  HISTORY     - 1977     GOOD             NGS
 BP0415  HISTORY     - 1981     GOOD             NGS
 BP0415  HISTORY     - 1988     GOOD             USPSQD
 BP0415  HISTORY     - 1989     GOOD             USPSQD
 BP0415  HISTORY     - 19961007 GOOD             USPSQD
 BP0415  HISTORY     - 20030419 GOOD             USPSQD
 BP0415
 BP0415                          STATION DESCRIPTION
 BP0415
 BP0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0415'1.95 MI NW FROM ALPINE.
 BP0415'ABOUT 1.95 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0415'NEW ORLEANS RAILROAD STATION AT ALPINE, 59 FEET NORTHEAST OF THE
 BP0415'CENTER LINE OF THE HIGHWAY, 0.2 MILE SOUTHEAST OF THE CROSSING OF THE
 BP0415'PANHANDLE AND SANTA FE RAILWAY, 0.15 MILE SOUTHEAST OF A CONCRETE
 BP0415'HIGHWAY BRIDGE, 3 1/2 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 10, 2
 BP0415'1/2 FEET SOUTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A CONCRETE WITNESS
 BP0415'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BP0415
 BP0415                          STATION RECOVERY (1977)
 BP0415
 BP0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0415'RECOVERED IN GOOD CONDITION.
 BP0415
 BP0415                          STATION RECOVERY (1981)
 BP0415
 BP0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0415'RECOVERED IN GOOD CONDITION IN  L24157.  ADD=0.4 METERS (1.2 FT)
 BP0415'SOUTHEAST OF A METAL WITNESS POST.
 BP0415
 BP0415                          STATION RECOVERY (1988)
 BP0415
 BP0415'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0415'RECOVERED IN GOOD CONDITION.
 BP0415
 BP0415                          STATION RECOVERY (1989)
 BP0415
 BP0415'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0415'RECOVERED IN GOOD CONDITION.
 BP0415
 BP0415                          STATION RECOVERY (1996)
 BP0415
 BP0415'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0415'RECOVERED IN GOOD CONDITION.
 BP0415
 BP0415                          STATION RECOVERY (2003)
 BP0415
 BP0415'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BP0415'10' SW OF FIRE HYDRANT. 8' SE OF BIG BEND MEDICAL CENTER SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0727 ***********************************************************************
 AH0727  DESIGNATION -  A 47
 AH0727  PID         -  AH0727
 AH0727  STATE/COUNTY-  TX/NUECES
 AH0727  USGS QUAD   -  ROBSTOWN (1975)
 AH0727
 AH0727                         *CURRENT SURVEY CONTROL
 AH0727  ___________________________________________________________________
 AH0727* NAD 83(1986)-  27 45 30.     (N)    097 41 08.     (W)     SCALED    
 AH0727* NAVD 88     -        22.994  (meters)      75.44   (feet)  ADJUSTED  
 AH0727  ___________________________________________________________________
 AH0727  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH0727  DYNAMIC HT  -          22.958 (meters)      75.32  (feet)  COMP
 AH0727  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 AH0727
 AH0727  VERT ORDER  -  FIRST     CLASS II
 AH0727
 AH0727.The horizontal coordinates were scaled from a topographic map and have
 AH0727.an estimated accuracy of +/- 6 seconds.
 AH0727
 AH0727.The orthometric height was determined by differential leveling
 AH0727.and adjusted by the National Geodetic Survey in June 1991..
 AH0727.WARNING-Repeat measurements at this control monument indicate possible
 AH0727.vertical movement.
 AH0727
 AH0727.The geoid height was determined by GEOID03.
 AH0727
 AH0727.The dynamic height is computed by dividing the NAVD 88
 AH0727.geopotential number by the normal gravity value computed on the
 AH0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0727.degrees latitude (g = 980.6199 gals.).
 AH0727
 AH0727.The modeled gravity was interpolated from observed gravity values.
 AH0727
 AH0727;                    North         East    Units  Estimated Accuracy
 AH0727;SPC TX S     - 5,232,010.      380,290.      MT  (+/- 180 meters Scaled)
 AH0727
 AH0727                          SUPERSEDED SURVEY CONTROL
 AH0727
 AH0727  NGVD 29 (??/??/92)   23.121  (m)           75.86   (f) ADJ UNCH    1 2
 AH0727
 AH0727.Superseded values are not recommended for survey control.
 AH0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0727.See file dsdata.txt to determine how the superseded data were derived.
 AH0727
 AH0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR295711(NAD 83)
 AH0727_MARKER: DB = BENCH MARK DISK
 AH0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0727_STAMPING: A 47 1917 ELEV 75.755 FT
 AH0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0727+STABILITY: SURFACE MOTION
 AH0727
 AH0727  HISTORY     - Date     Condition        Report By
 AH0727  HISTORY     - 1917     MONUMENTED       CGS
 AH0727  HISTORY     - 1950     GOOD             NGS
 AH0727  HISTORY     - 1969     POOR             USGS
 AH0727  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0727  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0727
 AH0727                          STATION DESCRIPTION
 AH0727
 AH0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0727'2.4 MI SW FROM ROBSTOWN.
 AH0727'2.4 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0727'RAILROAD FROM THE STATION AT ROBSTOWN, 2 POLES SOUTHWEST OF A PRIVATE
 AH0727'ROAD CROSSING, 38.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 15 FEET
 AH0727'NORTHEAST OF MILEPOST 139, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN
 AH0727'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AH0727'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0727
 AH0727                          STATION RECOVERY (1969)
 AH0727
 AH0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0727'MARK RECOVERED IN POOR CONDITION.
 AH0727
 AH0727                          STATION RECOVERY (1981)
 AH0727
 AH0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0727'SEARCHED FOR, NOT RECOVERED THIS DATE, PROBABLY DESTROYED BY FARM
 AH0727'EQUIPMENT.
 AH0727
 AH0727                          STATION RECOVERY (2001)
 AH0727
 AH0727'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 AH0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0480 ***********************************************************************
 BP0480  DESIGNATION -  A 470
 BP0480  PID         -  BP0480
 BP0480  STATE/COUNTY-  TX/JEFF DAVIS
 BP0480  USGS QUAD   -  BARRILLA MOUNTAINS WEST (1980)
 BP0480
 BP0480                         *CURRENT SURVEY CONTROL
 BP0480  ___________________________________________________________________
 BP0480* NAD 83(1986)-  30 48 17.     (N)    103 45 01.     (W)     SCALED    
 BP0480* NAVD 88     -      1264.014  (meters)    4147.02   (feet)  POSTED    
 BP0480  ___________________________________________________________________
 BP0480  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 BP0480  DYNAMIC HT  -        1262.010 (meters)    4140.44  (feet)  COMP
 BP0480  MODELED GRAV-     979,013.9   (mgal)                       NAVD 88
 BP0480
 BP0480  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0480
 BP0480.The horizontal coordinates were scaled from a topographic map and have
 BP0480.an estimated accuracy of +/- 6 seconds.
 BP0480
 BP0480.The orthometric height was determined by differential leveling
 BP0480.and adjusted by the National Geodetic Survey in 1992..
 BP0480.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0480.rate of 1.1 thru 2.0 mm/km.
 BP0480
 BP0480.The geoid height was determined by GEOID03.
 BP0480
 BP0480.The dynamic height is computed by dividing the NAVD 88
 BP0480.geopotential number by the normal gravity value computed on the
 BP0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0480.degrees latitude (g = 980.6199 gals.).
 BP0480
 BP0480.The modeled gravity was interpolated from observed gravity values.
 BP0480
 BP0480;                    North         East    Units  Estimated Accuracy
 BP0480;SPC TX C     - 3,131,180.      373,090.      MT  (+/- 180 meters Scaled)
 BP0480
 BP0480                          SUPERSEDED SURVEY CONTROL
 BP0480
 BP0480  NGVD 29 (??/??/92) 1263.580  (m)         4145.60   (f) ADJ UNCH    2 0
 BP0480
 BP0480.Superseded values are not recommended for survey control.
 BP0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0480.See file dsdata.txt to determine how the superseded data were derived.
 BP0480
 BP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ195086(NAD 83)
 BP0480_MARKER: DB = BENCH MARK DISK
 BP0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0480_STAMPING: A 470 1934 4145.766
 BP0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0480+STABILITY: SURFACE MOTION
 BP0480
 BP0480  HISTORY     - Date     Condition        Report By
 BP0480  HISTORY     - 1934     MONUMENTED       CGS
 BP0480  HISTORY     - 1958     GOOD             NGS
 BP0480  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BP0480  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0480
 BP0480                          STATION DESCRIPTION
 BP0480
 BP0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0480'11.4 MI S FROM TOYAHVALE.
 BP0480'ABOUT 11.2 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0480'TOYAHVALE, THENCE 0.15 MILE SOUTHWEST ALONG A FENCE LINE TO A FENCE
 BP0480'CORNER AND THE OLD HIGHWAY GRADE, THENCE 376 FEET SOUTH ALONG THE OLD
 BP0480'ABANDONED HIGHWAY GRADE, 38 FEET WEST OF THE CENTER LINE OF THE OLD
 BP0480'HIGHWAY, 58 FEET WEST OF A FENCE, 1 FOOT SOUTH OF A WHITE WOODEN
 BP0480'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BP0480
 BP0480                          STATION RECOVERY (1989)
 BP0480
 BP0480'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0480'MARK NOT FOUND.
 BP0480
 BP0480                          STATION RECOVERY (1996)
 BP0480
 BP0480'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0481 ***********************************************************************
 BP0481  DESIGNATION -  A 470 RESET 1940
 BP0481  PID         -  BP0481
 BP0481  STATE/COUNTY-  TX/JEFF DAVIS
 BP0481  USGS QUAD   -  BARRILLA MOUNTAINS WEST (1980)
 BP0481
 BP0481                         *CURRENT SURVEY CONTROL
 BP0481  ___________________________________________________________________
 BP0481* NAD 83(1986)-  30 48 17.     (N)    103 45 01.     (W)     SCALED    
 BP0481* NAVD 88     -      1260.432  (meters)    4135.27   (feet)  POSTED    
 BP0481  ___________________________________________________________________
 BP0481  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 BP0481  DYNAMIC HT  -        1258.440 (meters)    4128.73  (feet)  COMP
 BP0481  MODELED GRAV-     979,013.9   (mgal)                       NAVD 88
 BP0481
 BP0481  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0481
 BP0481.The horizontal coordinates were scaled from a topographic map and have
 BP0481.an estimated accuracy of +/- 6 seconds.
 BP0481
 BP0481.The orthometric height was determined by differential leveling
 BP0481.and adjusted by the National Geodetic Survey in 1992..
 BP0481.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0481.rate of 1.1 thru 2.0 mm/km.
 BP0481
 BP0481.The geoid height was determined by GEOID03.
 BP0481
 BP0481.The dynamic height is computed by dividing the NAVD 88
 BP0481.geopotential number by the normal gravity value computed on the
 BP0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0481.degrees latitude (g = 980.6199 gals.).
 BP0481
 BP0481.The modeled gravity was interpolated from observed gravity values.
 BP0481
 BP0481;                    North         East    Units  Estimated Accuracy
 BP0481;SPC TX C     - 3,131,180.      373,090.      MT  (+/- 180 meters Scaled)
 BP0481
 BP0481                          SUPERSEDED SURVEY CONTROL
 BP0481
 BP0481  NGVD 29 (??/??/92) 1260.00   (m)         4133.9    (f) COMPUTED    2 0
 BP0481
 BP0481.Superseded values are not recommended for survey control.
 BP0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0481.See file dsdata.txt to determine how the superseded data were derived.
 BP0481
 BP0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ195086(NAD 83)
 BP0481_MARKER: DB = BENCH MARK DISK
 BP0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0481_SP_SET: CULVERT
 BP0481_STAMPING: A 470 RESET 1940
 BP0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0481
 BP0481  HISTORY     - Date     Condition        Report By
 BP0481  HISTORY     - 1940     MONUMENTED       TXHD
 BP0481  HISTORY     - 1958     GOOD             NGS
 BP0481  HISTORY     - 1989     GOOD             USPSQD
 BP0481  HISTORY     - 19961011 GOOD             USPSQD
 BP0481
 BP0481                          STATION DESCRIPTION
 BP0481
 BP0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0481'11.2 MI S FROM TOYAHVALE.
 BP0481'ABOUT 11.2 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0481'TOYAHVALE, IN THE TOP AND CENTER OF THE SOUTHWEST CONCRETE HEADWALL OF
 BP0481'A LARGE 3-CHANNEL CONCRETE CULVERT, 18 FEET SOUTHWEST OF THE CENTER
 BP0481'LINE OF THE HIGHWAY, 0.15 MILE SOUTHWEST OF AND ACROSS THE HIGHWAY
 BP0481'FROM A STONE HOUSE, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BP0481
 BP0481                          STATION RECOVERY (1989)
 BP0481
 BP0481'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0481'RECOVERED IN GOOD CONDITION.
 BP0481
 BP0481                          STATION RECOVERY (1996)
 BP0481
 BP0481'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0193 ***********************************************************************
 DP0193  DESIGNATION -  A 472
 DP0193  PID         -  DP0193
 DP0193  STATE/COUNTY-  TX/DICKENS
 DP0193  USGS QUAD   -  EAST AFTON NE (1981)
 DP0193
 DP0193                         *CURRENT SURVEY CONTROL
 DP0193  ___________________________________________________________________
 DP0193* NAD 83(1986)-  33 37 33.     (N)    100 35 28.     (W)     SCALED    
 DP0193* NAVD 88     -       644.251  (meters)    2113.68   (feet)  ADJUSTED  
 DP0193  ___________________________________________________________________
 DP0193  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DP0193  DYNAMIC HT  -         643.482 (meters)    2111.16  (feet)  COMP
 DP0193  MODELED GRAV-     979,422.5   (mgal)                       NAVD 88
 DP0193
 DP0193  VERT ORDER  -  SECOND    CLASS 0
 DP0193
 DP0193.The horizontal coordinates were scaled from a topographic map and have
 DP0193.an estimated accuracy of +/- 6 seconds.
 DP0193
 DP0193.The orthometric height was determined by differential leveling
 DP0193.and adjusted by the National Geodetic Survey in June 1991..
 DP0193
 DP0193.The geoid height was determined by GEOID03.
 DP0193
 DP0193.The dynamic height is computed by dividing the NAVD 88
 DP0193.geopotential number by the normal gravity value computed on the
 DP0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0193.degrees latitude (g = 980.6199 gals.).
 DP0193
 DP0193.The modeled gravity was interpolated from observed gravity values.
 DP0193
 DP0193;                    North         East    Units  Estimated Accuracy
 DP0193;SPC TXNC     - 2,219,190.      406,000.      MT  (+/- 180 meters Scaled)
 DP0193
 DP0193                          SUPERSEDED SURVEY CONTROL
 DP0193
 DP0193  NGVD 29 (??/??/92)  644.027  (m)         2112.95   (f) ADJ UNCH    2 0
 DP0193
 DP0193.Superseded values are not recommended for survey control.
 DP0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0193.See file dsdata.txt to determine how the superseded data were derived.
 DP0193
 DP0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC524218(NAD 83)
 DP0193_MARKER: DB = BENCH MARK DISK
 DP0193_SETTING: 0 = UNSPECIFIED SETTING
 DP0193_STAMPING: A 472 1935
 DP0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0193
 DP0193  HISTORY     - Date     Condition        Report By
 DP0193  HISTORY     - 1935     MONUMENTED       CGS
 DP0193  HISTORY     - 1969     GOOD             USGS
 DP0193
 DP0193                          STATION DESCRIPTION
 DP0193
 DP0193'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0193'15.7 MI E FROM DICKENS.
 DP0193'BENCH MARK MAY BE REACHED BY GOING EAST ALONG U.S. HIGHWAY 82, FROM
 DP0193'COURTHOUSE IN DICKENS, 13.1 MILES TO FIELD ROAD NORTH.  GO NORTH ON
 DP0193'FIELD ROAD 1.3 MILES TO A CROSSING OF HEADWATERS OF SOUTH WICHITA
 DP0193'RIVER, CONTINUE ALONG FIELD ROAD 0.2 MI. TO SCAR OF OLD HIGHWAY,
 DP0193'CONTINUE ALONG FIELD ROAD 1.8 MILES NORTH AND EAST TO A GATE NEAR TOP
 DP0193'OF HILL, GO SOUTH WITH MEANDER OF FENCE, STAYING ON WEST SIDE OF
 DP0193'FENCE, A DISTANCE OF 1 MILE TO SCAR OF OLD HIGHWAY, GO NW ALONG OLD
 DP0193'HIGHWAY ABOUT 0.1 MI., BM IS 33 FEET N OF OLD HIGHWAY NEAR THE START
 DP0193'OF A CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0204 ***********************************************************************
 DP0204  DESIGNATION -  A 473
 DP0204  PID         -  DP0204
 DP0204  STATE/COUNTY-  TX/DICKENS
 DP0204  USGS QUAD   -  HAYSTACK MOUNTAIN (1981)
 DP0204
 DP0204                         *CURRENT SURVEY CONTROL
 DP0204  ___________________________________________________________________
 DP0204* NAD 83(1986)-  33 37 52.     (N)    100 52 34.     (W)     SCALED    
 DP0204* NAVD 88     -       787.149  (meters)    2582.50   (feet)  ADJUSTED  
 DP0204  ___________________________________________________________________
 DP0204  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DP0204  DYNAMIC HT  -         786.186 (meters)    2579.35  (feet)  COMP
 DP0204  MODELED GRAV-     979,387.2   (mgal)                       NAVD 88
 DP0204
 DP0204  VERT ORDER  -  SECOND    CLASS 0
 DP0204
 DP0204.The horizontal coordinates were scaled from a topographic map and have
 DP0204.an estimated accuracy of +/- 6 seconds.
 DP0204
 DP0204.The orthometric height was determined by differential leveling
 DP0204.and adjusted by the National Geodetic Survey in June 1991..
 DP0204
 DP0204.The geoid height was determined by GEOID03.
 DP0204
 DP0204.The dynamic height is computed by dividing the NAVD 88
 DP0204.geopotential number by the normal gravity value computed on the
 DP0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0204.degrees latitude (g = 980.6199 gals.).
 DP0204
 DP0204.The modeled gravity was interpolated from observed gravity values.
 DP0204
 DP0204;                    North         East    Units  Estimated Accuracy
 DP0204;SPC TXNC     - 2,220,340.      379,580.      MT  (+/- 180 meters Scaled)
 DP0204
 DP0204                          SUPERSEDED SURVEY CONTROL
 DP0204
 DP0204  NGVD 29 (??/??/92)  786.872  (m)         2581.60   (f) ADJ UNCH    2 0
 DP0204
 DP0204.Superseded values are not recommended for survey control.
 DP0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0204.See file dsdata.txt to determine how the superseded data were derived.
 DP0204
 DP0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC259228(NAD 83)
 DP0204_MARKER: DB = BENCH MARK DISK
 DP0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0204_SP_SET: CULVERT
 DP0204_STAMPING: A 473 1934
 DP0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0204
 DP0204  HISTORY     - Date     Condition        Report By
 DP0204  HISTORY     - 1934     MONUMENTED       CGS
 DP0204  HISTORY     - 1967     GOOD             USGS
 DP0204
 DP0204                          STATION DESCRIPTION
 DP0204
 DP0204'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DP0204'2.7 MI W FROM DICKENS.
 DP0204'DICKENS COURTHOUSE.  2.7 MILES W OF ALONG U S HIGHWAY 82.  33 FEET SE
 DP0204'AND 78 FEET NE OF A CULVERT IN HWY 82.  ON A 6 X 12 CONCRETE CULVERT
 DP0204'IN THE OLD ABANDONED HIGHWAY.  IN THE TOP OF THE E END OF THE S
 DP0204'HEADWALL.  A STANDARD TABLET STAMPED A 473 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0402 ***********************************************************************
 DP0402  DESIGNATION -  A 474
 DP0402  PID         -  DP0402
 DP0402  STATE/COUNTY-  TX/LUBBOCK
 DP0402  USGS QUAD   -  IDALOU (1975)
 DP0402
 DP0402                         *CURRENT SURVEY CONTROL
 DP0402  ___________________________________________________________________
 DP0402* NAD 83(1986)-  33 40 02.     (N)    101 37 51.     (W)     SCALED    
 DP0402* NAVD 88     -       970.768  (meters)    3184.93   (feet)  ADJUSTED  
 DP0402  ___________________________________________________________________
 DP0402  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 DP0402  DYNAMIC HT  -         969.524 (meters)    3180.85  (feet)  COMP
 DP0402  MODELED GRAV-     979,321.7   (mgal)                       NAVD 88
 DP0402
 DP0402  VERT ORDER  -  SECOND    CLASS 0
 DP0402
 DP0402.The horizontal coordinates were scaled from a topographic map and have
 DP0402.an estimated accuracy of +/- 6 seconds.
 DP0402
 DP0402.The orthometric height was determined by differential leveling
 DP0402.and adjusted by the National Geodetic Survey in June 1991..
 DP0402
 DP0402.The geoid height was determined by GEOID03.
 DP0402
 DP0402.The dynamic height is computed by dividing the NAVD 88
 DP0402.geopotential number by the normal gravity value computed on the
 DP0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0402.degrees latitude (g = 980.6199 gals.).
 DP0402
 DP0402.The modeled gravity was interpolated from observed gravity values.
 DP0402
 DP0402;                    North         East    Units  Estimated Accuracy
 DP0402;SPC TXNC     - 2,226,170.      309,700.      MT  (+/- 180 meters Scaled)
 DP0402
 DP0402                          SUPERSEDED SURVEY CONTROL
 DP0402
 DP0402  NGVD 29 (??/??/92)  970.398  (m)         3183.71   (f) ADJ UNCH    2 0
 DP0402
 DP0402.Superseded values are not recommended for survey control.
 DP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0402.See file dsdata.txt to determine how the superseded data were derived.
 DP0402
 DP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC560283(NAD 83)
 DP0402_MARKER: DB = BENCH MARK DISK
 DP0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0402_STAMPING: A 474 1934
 DP0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0402+STABILITY: SURFACE MOTION
 DP0402
 DP0402  HISTORY     - Date     Condition        Report By
 DP0402  HISTORY     - 1934     MONUMENTED       CGS
 DP0402
 DP0402                          STATION DESCRIPTION
 DP0402
 DP0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0402'3 MI E FROM IDALOU.
 DP0402'3.0 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0402'STATION AT IDALOU, LUBBOCK COUNTY, 2-1/2 POLES EAST OF MILEPOST 14, AT
 DP0402'A ROAD CROSSING, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 32 FEET
 DP0402'WEST OF THE CENTERLINE OF THE ROAD, 54 FEET NORTH OF THE CENTERLINE OF
 DP0402'U.S. HIGHWAY 62, 4 FEET NORTH OF A FENCE CORNER, AND 1 FOOT WEST OF
 DP0402'THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED A 474 1934 AND
 DP0402'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS ALSO 5.6 MILES
 DP0402'WEST OF LORENZO, CROSBY COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0117 ***********************************************************************
 DP0117  DESIGNATION -  A 475
 DP0117  PID         -  DP0117
 DP0117  STATE/COUNTY-  TX/KENT
 DP0117  USGS QUAD   -  JAYTON SOUTH (1969)
 DP0117
 DP0117                         *CURRENT SURVEY CONTROL
 DP0117  ___________________________________________________________________
 DP0117* NAD 83(1986)-  33 11 43.     (N)    100 37 21.     (W)     SCALED    
 DP0117* NAVD 88     -       577.897  (meters)    1895.98   (feet)  ADJUSTED  
 DP0117  ___________________________________________________________________
 DP0117  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DP0117  DYNAMIC HT  -         577.185 (meters)    1893.65  (feet)  COMP
 DP0117  MODELED GRAV-     979,386.4   (mgal)                       NAVD 88
 DP0117
 DP0117  VERT ORDER  -  SECOND    CLASS 0
 DP0117
 DP0117.The horizontal coordinates were scaled from a topographic map and have
 DP0117.an estimated accuracy of +/- 6 seconds.
 DP0117
 DP0117.The orthometric height was determined by differential leveling
 DP0117.and adjusted by the National Geodetic Survey in June 1991..
 DP0117
 DP0117.The geoid height was determined by GEOID03.
 DP0117
 DP0117.The dynamic height is computed by dividing the NAVD 88
 DP0117.geopotential number by the normal gravity value computed on the
 DP0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0117.degrees latitude (g = 980.6199 gals.).
 DP0117
 DP0117.The modeled gravity was interpolated from observed gravity values.
 DP0117
 DP0117;                    North         East    Units  Estimated Accuracy
 DP0117;SPC TXNC     - 2,171,510.      402,120.      MT  (+/- 180 meters Scaled)
 DP0117
 DP0117                          SUPERSEDED SURVEY CONTROL
 DP0117
 DP0117  NGVD 29 (??/??/92)  577.662  (m)         1895.21   (f) ADJ UNCH    2 0
 DP0117
 DP0117.Superseded values are not recommended for survey control.
 DP0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0117.See file dsdata.txt to determine how the superseded data were derived.
 DP0117
 DP0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB487741(NAD 83)
 DP0117_MARKER: DB = BENCH MARK DISK
 DP0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0117_STAMPING: A 475 1935
 DP0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0117+STABILITY: SURFACE MOTION
 DP0117
 DP0117  HISTORY     - Date     Condition        Report By
 DP0117  HISTORY     - 1935     MONUMENTED       CGS
 DP0117  HISTORY     - 1969     GOOD             USGS
 DP0117
 DP0117                          STATION DESCRIPTION
 DP0117
 DP0117'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0117'3.7 MI SW FROM JAYTON.
 DP0117'3.7 MILES SOUTHWEST ALONG FARM TO MARKET HIGHWAY 1083 FROM JAYTON,
 DP0117'KENT COUNTY, THENCE 2.5 MILES ALONG A COUNTY ROAD.  0.3 MILE NORTH OF
 DP0117'A HOUSE, IN THE SOUTHEAST CORNER OF A PASTURE, 35 FEET WEST OF THE
 DP0117'CENTERLINE OF ROAD, 31 FEET NORTH OF A THREE-WAY FENCE CORNER, AND 4
 DP0117'FEET WEST OF FENCE.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 DP0117'POST PROJECTING 0.4 FOOT AND 0.9 FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0059 ***********************************************************************
 DP0059  DESIGNATION -  A 476
 DP0059  PID         -  DP0059
 DP0059  STATE/COUNTY-  TX/STONEWALL
 DP0059  USGS QUAD   -  FROG MTN (1981)
 DP0059
 DP0059                         *CURRENT SURVEY CONTROL
 DP0059  ___________________________________________________________________
 DP0059* NAD 83(1986)-  33 07 23.     (N)    100 01 19.     (W)     SCALED    
 DP0059* NAVD 88     -       499.604  (meters)    1639.12   (feet)  ADJUSTED  
 DP0059  ___________________________________________________________________
 DP0059  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DP0059  DYNAMIC HT  -         498.977 (meters)    1637.06  (feet)  COMP
 DP0059  MODELED GRAV-     979,367.2   (mgal)                       NAVD 88
 DP0059
 DP0059  VERT ORDER  -  SECOND    CLASS 0
 DP0059
 DP0059.The horizontal coordinates were scaled from a topographic map and have
 DP0059.an estimated accuracy of +/- 6 seconds.
 DP0059
 DP0059.The orthometric height was determined by differential leveling
 DP0059.and adjusted by the National Geodetic Survey in June 1991..
 DP0059
 DP0059.The geoid height was determined by GEOID03.
 DP0059
 DP0059.The dynamic height is computed by dividing the NAVD 88
 DP0059.geopotential number by the normal gravity value computed on the
 DP0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0059.degrees latitude (g = 980.6199 gals.).
 DP0059
 DP0059.The modeled gravity was interpolated from observed gravity values.
 DP0059
 DP0059;                    North         East    Units  Estimated Accuracy
 DP0059;SPC TXNC     - 2,162,530.      457,990.      MT  (+/- 180 meters Scaled)
 DP0059
 DP0059                          SUPERSEDED SURVEY CONTROL
 DP0059
 DP0059  NGVD 29 (??/??/92)  499.425  (m)         1638.53   (f) ADJ UNCH    2 0
 DP0059
 DP0059.Superseded values are not recommended for survey control.
 DP0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0059.See file dsdata.txt to determine how the superseded data were derived.
 DP0059
 DP0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB046653(NAD 83)
 DP0059_MARKER: DB = BENCH MARK DISK
 DP0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0059_STAMPING: A 476 1935
 DP0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0059+STABILITY: SURFACE MOTION
 DP0059
 DP0059  HISTORY     - Date     Condition        Report By
 DP0059  HISTORY     - 1935     MONUMENTED       CGS
 DP0059  HISTORY     - 1958     GOOD             NGS
 DP0059
 DP0059                          STATION DESCRIPTION
 DP0059
 DP0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0059'1.9 MI E FROM OLD GLORY.
 DP0059'1.9 MILES EAST ALONG THE WICHITA VALLEY RAILWAY FROM OLD GLORY,
 DP0059'STONEWALL COUNTY, 3 POLES EAST OF MILEPOST B 132, AT THE WEST END OF A
 DP0059'CUT, 39 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 41 FEET NORTH OF
 DP0059'THE CENTERLINE OF A HIGHWAY, AND 69 FEET SOUTH OF A POLE.  A STANDARD
 DP0059'DISK, STAMPED A 476 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0028 ***********************************************************************
 CB0028  DESIGNATION -  A 477
 CB0028  PID         -  CB0028
 CB0028  STATE/COUNTY-  TX/TOM GREEN
 CB0028  USGS QUAD   -  HARRIET (1984)
 CB0028
 CB0028                         *CURRENT SURVEY CONTROL
 CB0028  ___________________________________________________________________
 CB0028* NAD 83(1986)-  31 34 35.     (N)    100 22 07.     (W)     SCALED    
 CB0028* NAVD 88     -       592.860  (meters)    1945.07   (feet)  ADJUSTED  
 CB0028  ___________________________________________________________________
 CB0028  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CB0028  DYNAMIC HT  -         592.054 (meters)    1942.43  (feet)  COMP
 CB0028  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 CB0028
 CB0028  VERT ORDER  -  SECOND    CLASS 0
 CB0028
 CB0028.The horizontal coordinates were scaled from a topographic map and have
 CB0028.an estimated accuracy of +/- 6 seconds.
 CB0028
 CB0028.The orthometric height was determined by differential leveling
 CB0028.and adjusted by the National Geodetic Survey in June 1991..
 CB0028
 CB0028.The geoid height was determined by GEOID03.
 CB0028
 CB0028.The dynamic height is computed by dividing the NAVD 88
 CB0028.geopotential number by the normal gravity value computed on the
 CB0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0028.degrees latitude (g = 980.6199 gals.).
 CB0028
 CB0028.The modeled gravity was interpolated from observed gravity values.
 CB0028
 CB0028;                    North         East    Units  Estimated Accuracy
 CB0028;SPC TX C     - 3,211,710.      696,650.      MT  (+/- 180 meters Scaled)
 CB0028
 CB0028                          SUPERSEDED SURVEY CONTROL
 CB0028
 CB0028  NGVD 29 (??/??/92)  592.688  (m)         1944.51   (f) ADJ UNCH    2 0
 CB0028
 CB0028.Superseded values are not recommended for survey control.
 CB0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0028.See file dsdata.txt to determine how the superseded data were derived.
 CB0028
 CB0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV701942(NAD 83)
 CB0028_MARKER: DB = BENCH MARK DISK
 CB0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0028_STAMPING: 1944.511 A 477 1935
 CB0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0028+STABILITY: SURFACE MOTION
 CB0028
 CB0028  HISTORY     - Date     Condition        Report By
 CB0028  HISTORY     - 1935     MONUMENTED       CGS
 CB0028  HISTORY     - 1947     GOOD             NGS
 CB0028
 CB0028                          STATION DESCRIPTION
 CB0028
 CB0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CB0028'10.0 MI N FROM SAN ANGELO.
 CB0028'10.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CB0028'COUNTY COURTHOUSE AT SAN ANGELO, TOM GREEN COUNTY, 2 FEET NORTHEAST OF
 CB0028'MILEPOST 708, 34 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 11 FEET
 CB0028'EAST OF A FENCE.  A STANDARD DISK, STAMPED 1944.511 A 477 1935 AND SET
 CB0028'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0314 ***********************************************************************
 CS0314  DESIGNATION -  A 479
 CS0314  PID         -  CS0314
 CS0314  STATE/COUNTY-  TX/KAUFMAN
 CS0314  USGS QUAD   -  WILLS POINT (1981)
 CS0314
 CS0314                         *CURRENT SURVEY CONTROL
 CS0314  ___________________________________________________________________
 CS0314* NAD 83(1986)-  32 38 55.     (N)    096 07 24.     (W)     SCALED    
 CS0314* NAVD 88     -       148.053  (meters)     485.74   (feet)  ADJUSTED  
 CS0314  ___________________________________________________________________
 CS0314  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0314  DYNAMIC HT  -         147.886 (meters)     485.19  (feet)  COMP
 CS0314  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 CS0314
 CS0314  VERT ORDER  -  SECOND    CLASS 0
 CS0314
 CS0314.The horizontal coordinates were scaled from a topographic map and have
 CS0314.an estimated accuracy of +/- 6 seconds.
 CS0314
 CS0314.The orthometric height was determined by differential leveling
 CS0314.and adjusted by the National Geodetic Survey in June 1991..
 CS0314
 CS0314.The geoid height was determined by GEOID03.
 CS0314
 CS0314.The dynamic height is computed by dividing the NAVD 88
 CS0314.geopotential number by the normal gravity value computed on the
 CS0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0314.degrees latitude (g = 980.6199 gals.).
 CS0314
 CS0314.The modeled gravity was interpolated from observed gravity values.
 CS0314
 CS0314;                    North         East    Units  Estimated Accuracy
 CS0314;SPC TXNC     - 2,111,410.      822,940.      MT  (+/- 180 meters Scaled)
 CS0314
 CS0314                          SUPERSEDED SURVEY CONTROL
 CS0314
 CS0314  NGVD 29 (??/??/92)  148.063  (m)          485.77   (f) ADJ UNCH    2 0
 CS0314
 CS0314.Superseded values are not recommended for survey control.
 CS0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0314.See file dsdata.txt to determine how the superseded data were derived.
 CS0314
 CS0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB698159(NAD 83)
 CS0314_MARKER: DB = BENCH MARK DISK
 CS0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0314_STAMPING: A 479 1948
 CS0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0314+STABILITY: SURFACE MOTION
 CS0314
 CS0314  HISTORY     - Date     Condition        Report By
 CS0314  HISTORY     - 1948     MONUMENTED       CGS
 CS0314
 CS0314                          STATION DESCRIPTION
 CS0314
 CS0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0314'1.2 MI NW FROM HIRAM.
 CS0314'1.2 MILES NORTHWEST ALONG THE TERRELL-HIRAM ROAD FROM THE LOCUST GROVE
 CS0314'CHURCH AT HIRAM, 42.0 FEET NORTHWEST OF A 28-INCH BOXELDER TREE, 40.5
 CS0314'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 31.7 FEET NORTH OF THE
 CS0314'NORTH CORNER OF A FARMHOUSE OWNED BY MRS. ANNIE PRICHARD, 2.0 FEET
 CS0314'SOUTHEAST OF A FENCE, 2.3 FEET SOUTHWEST OF A REFERENCE POST, AND SET
 CS0314'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0978 ***********************************************************************
 AB0978  DESIGNATION -  A 48
 AB0978  PID         -  AB0978
 AB0978  STATE/COUNTY-  TX/KENEDY
 AB0978  USGS QUAD   -  RUDOLPH (1982)
 AB0978
 AB0978                         *CURRENT SURVEY CONTROL
 AB0978  ___________________________________________________________________
 AB0978* NAD 83(1986)-  26 44 09.     (N)    097 46 11.     (W)     SCALED    
 AB0978* NAVD 88     -         6.577  (meters)      21.58   (feet)  ADJUSTED  
 AB0978  ___________________________________________________________________
 AB0978  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AB0978  DYNAMIC HT  -           6.566 (meters)      21.54  (feet)  COMP
 AB0978  MODELED GRAV-     979,064.8   (mgal)                       NAVD 88
 AB0978
 AB0978  VERT ORDER  -  FIRST     CLASS II
 AB0978
 AB0978.The horizontal coordinates were scaled from a topographic map and have
 AB0978.an estimated accuracy of +/- 6 seconds.
 AB0978
 AB0978.The orthometric height was determined by differential leveling
 AB0978.and adjusted by the National Geodetic Survey in June 1991..
 AB0978
 AB0978.The geoid height was determined by GEOID03.
 AB0978
 AB0978.The dynamic height is computed by dividing the NAVD 88
 AB0978.geopotential number by the normal gravity value computed on the
 AB0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0978.degrees latitude (g = 980.6199 gals.).
 AB0978
 AB0978.The modeled gravity was interpolated from observed gravity values.
 AB0978
 AB0978;                    North         East    Units  Estimated Accuracy
 AB0978;SPC TX S     - 5,118,670.      372,650.      MT  (+/- 180 meters Scaled)
 AB0978
 AB0978                          SUPERSEDED SURVEY CONTROL
 AB0978
 AB0978  NGVD 29 (??/??/92)    6.661  (m)           21.85   (f) ADJ UNCH    1 2
 AB0978
 AB0978.Superseded values are not recommended for survey control.
 AB0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0978.See file dsdata.txt to determine how the superseded data were derived.
 AB0978
 AB0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ223577(NAD 83)
 AB0978_MARKER: DB = BENCH MARK DISK
 AB0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0978_STAMPING: A 48 1917 21.85
 AB0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0978+STABILITY: SURFACE MOTION
 AB0978
 AB0978  HISTORY     - Date     Condition        Report By
 AB0978  HISTORY     - 1917     MONUMENTED       CGS
 AB0978  HISTORY     - 1951     GOOD             NGS
 AB0978  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0978  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0978  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0978
 AB0978                          STATION DESCRIPTION
 AB0978
 AB0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0978'3.5 MI S FROM NORIAS.
 AB0978'3.5 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0978'FROM THE STATION AT NORIAS, 36 FEET WEST OF THE WEST RAIL, 51 FEET
 AB0978'SOUTH OF THE FIRST POLE NORTH OF MILEPOST 64, 12 FEET EAST OF A FENCE,
 AB0978'1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AB0978'WHICH IS 0.1 FOOT BELOW THE TOP OF THE GROUND.  NOTE-- NOW THE
 AB0978'SOUTHERN PACIFIC LINES.
 AB0978
 AB0978                          STATION RECOVERY (1981)
 AB0978
 AB0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0978'NOT RECOVERED, PROBABLY DESTROYED BY FIRE BREAK.
 AB0978
 AB0978                          STATION RECOVERY (1987)
 AB0978
 AB0978'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0978'MARK NOT FOUND.
 AB0978
 AB0978                          STATION RECOVERY (1988)
 AB0978
 AB0978'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0269 ***********************************************************************
 CS0269  DESIGNATION -  A 480
 CS0269  PID         -  CS0269
 CS0269  STATE/COUNTY-  TX/KAUFMAN
 CS0269  USGS QUAD   -  CEDARVALE (1981)
 CS0269
 CS0269                         *CURRENT SURVEY CONTROL
 CS0269  ___________________________________________________________________
 CS0269* NAD 83(1986)-  32 33 42.     (N)    096 05 48.     (W)     SCALED    
 CS0269* NAVD 88     -       128.022  (meters)     420.02   (feet)  ADJUSTED  
 CS0269  ___________________________________________________________________
 CS0269  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0269  DYNAMIC HT  -         127.877 (meters)     419.54  (feet)  COMP
 CS0269  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 CS0269
 CS0269  VERT ORDER  -  SECOND    CLASS 0
 CS0269
 CS0269.The horizontal coordinates were scaled from a topographic map and have
 CS0269.an estimated accuracy of +/- 6 seconds.
 CS0269
 CS0269.The orthometric height was determined by differential leveling
 CS0269.and adjusted by the National Geodetic Survey in June 1991..
 CS0269
 CS0269.The geoid height was determined by GEOID03.
 CS0269
 CS0269.The dynamic height is computed by dividing the NAVD 88
 CS0269.geopotential number by the normal gravity value computed on the
 CS0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0269.degrees latitude (g = 980.6199 gals.).
 CS0269
 CS0269.The modeled gravity was interpolated from observed gravity values.
 CS0269
 CS0269;                    North         East    Units  Estimated Accuracy
 CS0269;SPC TXNC     - 2,101,830.      825,660.      MT  (+/- 180 meters Scaled)
 CS0269
 CS0269                          SUPERSEDED SURVEY CONTROL
 CS0269
 CS0269  NGVD 29 (??/??/92)  128.033  (m)          420.05   (f) ADJ UNCH    2 0
 CS0269
 CS0269.Superseded values are not recommended for survey control.
 CS0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0269.See file dsdata.txt to determine how the superseded data were derived.
 CS0269
 CS0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB726064(NAD 83)
 CS0269_MARKER: DB = BENCH MARK DISK
 CS0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0269_STAMPING: A 480 1948
 CS0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0269+STABILITY: SURFACE MOTION
 CS0269
 CS0269  HISTORY     - Date     Condition        Report By
 CS0269  HISTORY     - 1948     MONUMENTED       CGS
 CS0269
 CS0269                          STATION DESCRIPTION
 CS0269
 CS0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0269'0.8 MI SW FROM CEDARVALE.
 CS0269'0.3 MILE WEST ALONG A GRADED DIRT ROAD (PROPOSED ROUTE OF STATE
 CS0269'HIGHWAY 243) FROM THE CEDARVALE COTTON GIN AT CEDARVALE, THENCE 0.5
 CS0269'MILE SOUTH ALONG A GRADED DIRT ROAD, 0.7 MILE NORTH OF SOUTH BUIE
 CS0269'SCHOOL, 95.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE
 CS0269'ACROSS THE DRIVEWAY LEADING TO THE HENRY SMITH RESIDENCE, 78.0 FEET
 CS0269'EAST OF THE CENTER LINE OF THE ROAD, 71.0 FEET SOUTHWEST OF THE
 CS0269'SOUTHWEST CORNER OF THE SMITH FARMHOUSE, 2.0 FEET WEST OF A FENCE
 CS0269'CORNER, 1.9 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 CS0269'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0016 ***********************************************************************
 AZ0016  DESIGNATION -  A 482
 AZ0016  PID         -  AZ0016
 AZ0016  STATE/COUNTY-  TX/EDWARDS
 AZ0016  USGS QUAD   -  CUB LAKE (1971)
 AZ0016
 AZ0016                         *CURRENT SURVEY CONTROL
 AZ0016  ___________________________________________________________________
 AZ0016* NAD 83(1986)-  29 54 50.     (N)    100 07 59.     (W)     SCALED    
 AZ0016* NAVD 88     -       689.251  (meters)    2261.32   (feet)  ADJUSTED  
 AZ0016  ___________________________________________________________________
 AZ0016  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 AZ0016  DYNAMIC HT  -         688.228 (meters)    2257.96  (feet)  COMP
 AZ0016  MODELED GRAV-     979,135.4   (mgal)                       NAVD 88
 AZ0016
 AZ0016  VERT ORDER  -  SECOND    CLASS 0
 AZ0016
 AZ0016.The horizontal coordinates were scaled from a topographic map and have
 AZ0016.an estimated accuracy of +/- 6 seconds.
 AZ0016
 AZ0016.The orthometric height was determined by differential leveling
 AZ0016.and adjusted by the National Geodetic Survey in June 1991..
 AZ0016
 AZ0016.The geoid height was determined by GEOID03.
 AZ0016
 AZ0016.The dynamic height is computed by dividing the NAVD 88
 AZ0016.geopotential number by the normal gravity value computed on the
 AZ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0016.degrees latitude (g = 980.6199 gals.).
 AZ0016
 AZ0016.The modeled gravity was interpolated from observed gravity values.
 AZ0016
 AZ0016;                    North         East    Units  Estimated Accuracy
 AZ0016;SPC TXSC     - 4,231,110.      490,590.      MT  (+/- 180 meters Scaled)
 AZ0016
 AZ0016                          SUPERSEDED SURVEY CONTROL
 AZ0016
 AZ0016  NGVD 29 (??/??/92)  689.185  (m)         2261.10   (f) ADJ UNCH    2 0
 AZ0016
 AZ0016.Superseded values are not recommended for survey control.
 AZ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0016.See file dsdata.txt to determine how the superseded data were derived.
 AZ0016
 AZ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU906097(NAD 83)
 AZ0016_MARKER: DB = BENCH MARK DISK
 AZ0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0016_SP_SET: CULVERT
 AZ0016_STAMPING: A 482 1935
 AZ0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0016
 AZ0016  HISTORY     - Date     Condition        Report By
 AZ0016  HISTORY     - 1935     MONUMENTED       CGS
 AZ0016  HISTORY     - 1940     GOOD             NGS
 AZ0016  HISTORY     - 1971     MARK NOT FOUND   USGS
 AZ0016
 AZ0016                          STATION DESCRIPTION
 AZ0016
 AZ0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0016'8.8 MI SE FROM ROCKSPRINGS.
 AZ0016'8.8 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0016'AT ROCKSPRINGS, EDWARDS COUNTY, 0.3 MILE WEST OF A CATTLE GUARD, 305
 AZ0016'FEET EAST OF A 2- BY 2-FOOT CONCRETE BOX CULVERT, 86 FEET NORTH OF THE
 AZ0016'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LIMESTONE OUTCROP, AND 30
 AZ0016'FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED A 482 1935. NOTE--
 AZ0016'MARK IS COVERED OVER WITH 12 INCHES OF DIRT.
 AZ0016
 AZ0016                          STATION RECOVERY (1971)
 AZ0016
 AZ0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AZ0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0363 ***********************************************************************
 CS0363  DESIGNATION -  A 483
 CS0363  PID         -  CS0363
 CS0363  STATE/COUNTY-  TX/KAUFMAN
 CS0363  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0363
 CS0363                         *CURRENT SURVEY CONTROL
 CS0363  ___________________________________________________________________
 CS0363* NAD 83(1986)-  32 23 18.     (N)    096 04 47.     (W)     SCALED    
 CS0363* NAVD 88     -       129.662  (meters)     425.40   (feet)  ADJUSTED  
 CS0363  ___________________________________________________________________
 CS0363  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0363  DYNAMIC HT  -         129.515 (meters)     424.92  (feet)  COMP
 CS0363  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 CS0363
 CS0363  VERT ORDER  -  SECOND    CLASS 0
 CS0363
 CS0363.The horizontal coordinates were scaled from a topographic map and have
 CS0363.an estimated accuracy of +/- 6 seconds.
 CS0363
 CS0363.The orthometric height was determined by differential leveling
 CS0363.and adjusted by the National Geodetic Survey in June 1991..
 CS0363
 CS0363.The geoid height was determined by GEOID03.
 CS0363
 CS0363.The dynamic height is computed by dividing the NAVD 88
 CS0363.geopotential number by the normal gravity value computed on the
 CS0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0363.degrees latitude (g = 980.6199 gals.).
 CS0363
 CS0363.The modeled gravity was interpolated from observed gravity values.
 CS0363
 CS0363;                    North         East    Units  Estimated Accuracy
 CS0363;SPC TXNC     - 2,082,650.      827,700.      MT  (+/- 180 meters Scaled)
 CS0363
 CS0363                          SUPERSEDED SURVEY CONTROL
 CS0363
 CS0363  NGVD 29 (??/??/92)  129.669  (m)          425.42   (f) ADJ UNCH    2 0
 CS0363
 CS0363.Superseded values are not recommended for survey control.
 CS0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0363.See file dsdata.txt to determine how the superseded data were derived.
 CS0363
 CS0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA747872(NAD 83)
 CS0363_MARKER: DB = BENCH MARK DISK
 CS0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0363_STAMPING: A 483 1948
 CS0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0363+STABILITY: SURFACE MOTION
 CS0363
 CS0363  HISTORY     - Date     Condition        Report By
 CS0363  HISTORY     - 1948     MONUMENTED       CGS
 CS0363
 CS0363                          STATION DESCRIPTION
 CS0363
 CS0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0363'2.0 MI NE FROM MABANK.
 CS0363'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 198 FROM THE TEXAS AND NEW
 CS0363'ORLEANS RAILWAY STATION AT MABANK, 0.35 MILE SOUTHWEST OF A
 CS0363'KAUFMAN-VAN ZANDT COUNTY LINE MARKER, 62.0 FEET SOUTHEAST OF THE
 CS0363'CENTER LINE OF THE HIGHWAY, 8.1 FEET SOUTH OF A FENCE CORNER, 1.5 FEET
 CS0363'SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE, AND SET IN THE
 CS0363'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0315 ***********************************************************************
 BY0315  DESIGNATION -  A 484
 BY0315  PID         -  BY0315
 BY0315  STATE/COUNTY-  TX/NACOGDOCHES
 BY0315  USGS QUAD   -  ETOILE NORTH (1984)
 BY0315
 BY0315                         *CURRENT SURVEY CONTROL
 BY0315  ___________________________________________________________________
 BY0315* NAD 83(1986)-  31 27 47.     (N)    094 23 48.     (W)     SCALED    
 BY0315* NAVD 88     -       100.50   (+/-2cm)     329.7    (feet)  VERTCON   
 BY0315  ___________________________________________________________________
 BY0315  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY0315
 BY0315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0315
 BY0315.The horizontal coordinates were scaled from a topographic map and have
 BY0315.an estimated accuracy of +/- 6 seconds.
 BY0315
 BY0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0315.The vertical order pertains to the NGVD 29 superseded value.
 BY0315
 BY0315.The geoid height was determined by GEOID03.
 BY0315
 BY0315;                    North         East    Units  Estimated Accuracy
 BY0315;SPC TX C     - 3,214,190.    1,263,900.      MT  (+/- 180 meters Scaled)
 BY0315
 BY0315                          SUPERSEDED SURVEY CONTROL
 BY0315
 BY0315  NGVD 29 (??/??/92)  100.536  (m)          329.84   (f) ADJ UNCH    2 0
 BY0315
 BY0315.Superseded values are not recommended for survey control.
 BY0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0315.See file dsdata.txt to determine how the superseded data were derived.
 BY0315
 BY0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ673817(NAD 83)
 BY0315_MARKER: DB = BENCH MARK DISK
 BY0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0315_STAMPING: A 484 1948
 BY0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0315+STABILITY: SURFACE MOTION
 BY0315
 BY0315  HISTORY     - Date     Condition        Report By
 BY0315  HISTORY     - 1948     MONUMENTED       CGS
 BY0315  HISTORY     - 1952     GOOD             NGS
 BY0315  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0315
 BY0315                          STATION DESCRIPTION
 BY0315
 BY0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0315'4.1 MI SW FROM CHIRENO.
 BY0315'4.1 MILES SOUTHWEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM
 BY0315'THE STATION AT CHIRENO, AT NEW CAMP SIDING, AT THE CROSSING OF THE
 BY0315'CHIRENO AND ETOILE ROAD, 138 FEET SOUTH OF THE CENTER LINE OF THE
 BY0315'ROAD, 122 FEET EAST OF THE EAST RAIL, 42.3 FEET NORTH OF THE NORTHWEST
 BY0315'CORNER OF A FARMHOUSE, 1.8 FEET NORTH OF A WITNESS POST, 1.5 FEET WEST
 BY0315'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 BY0315'ABOVE THE GROUND.
 BY0315
 BY0315                          STATION RECOVERY (1998)
 BY0315
 BY0315'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1046 ***********************************************************************
 BY1046  DESIGNATION -  A 485
 BY1046  PID         -  BY1046
 BY1046  STATE/COUNTY-  TX/ANGELINA
 BY1046  USGS QUAD   -  REDLAND (1980)
 BY1046
 BY1046                         *CURRENT SURVEY CONTROL
 BY1046  ___________________________________________________________________
 BY1046* NAD 83(1986)-  31 23 54.     (N)    094 37 33.     (W)     SCALED    
 BY1046* NAVD 88     -        86.76   (+/-2cm)     284.6    (feet)  VERTCON   
 BY1046  ___________________________________________________________________
 BY1046  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BY1046
 BY1046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1046
 BY1046.The horizontal coordinates were scaled from a topographic map and have
 BY1046.an estimated accuracy of +/- 6 seconds.
 BY1046
 BY1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1046.The vertical order pertains to the NGVD 29 superseded value.
 BY1046
 BY1046.The geoid height was determined by GEOID03.
 BY1046
 BY1046;                    North         East    Units  Estimated Accuracy
 BY1046;SPC TX C     - 3,205,890.    1,242,520.      MT  (+/- 180 meters Scaled)
 BY1046
 BY1046                          SUPERSEDED SURVEY CONTROL
 BY1046
 BY1046  NGVD 29 (??/??/92)   86.816  (m)          284.83   (f) ADJ UNCH    2 0
 BY1046
 BY1046.Superseded values are not recommended for survey control.
 BY1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1046.See file dsdata.txt to determine how the superseded data were derived.
 BY1046
 BY1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ454748(NAD 83)
 BY1046_MARKER: DB = BENCH MARK DISK
 BY1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1046_STAMPING: A 485 1949
 BY1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1046+STABILITY: SURFACE MOTION
 BY1046
 BY1046  HISTORY     - Date     Condition        Report By
 BY1046  HISTORY     - 1949     MONUMENTED       CGS
 BY1046
 BY1046                          STATION DESCRIPTION
 BY1046
 BY1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1046'7.05 MI N FROM HERTY.
 BY1046'3.0 MILES EAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1046'SOUTHLAND PAPER MILLS WATER TANK AT HERTY, THENCE 4.05 MILES NORTH
 BY1046'ALONG A GRADED DIRT ROAD, AT A ROAD JUNCTION, 46.0 FEET EAST OF THE
 BY1046'EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 38.0 FEET NORTHEAST OF
 BY1046'THE CENTER LINE OF A NORTHWEST-SOUTHEAST ROAD, 18.4 FEET SOUTHEAST OF
 BY1046'A 20-INCH OAK TREE, 2.3 FEET SOUTHEAST OF A REFERENCE POST AND SET IN
 BY1046'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0146 ***********************************************************************
 BY0146  DESIGNATION -  A 486
 BY0146  PID         -  BY0146
 BY0146  STATE/COUNTY-  TX/SHELBY
 BY0146  USGS QUAD   -  ARCADIA (1984)
 BY0146
 BY0146                         *CURRENT SURVEY CONTROL
 BY0146  ___________________________________________________________________
 BY0146* NAD 83(1986)-  31 46 24.     (N)    094 20 15.     (W)     SCALED    
 BY0146* NAVD 88     -       128.72   (+/-2cm)     422.3    (feet)  VERTCON   
 BY0146  ___________________________________________________________________
 BY0146  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BY0146
 BY0146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0146
 BY0146.The horizontal coordinates were scaled from a topographic map and have
 BY0146.an estimated accuracy of +/- 6 seconds.
 BY0146
 BY0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0146.The vertical order pertains to the NGVD 29 superseded value.
 BY0146
 BY0146.The geoid height was determined by GEOID03.
 BY0146
 BY0146;                    North         East    Units  Estimated Accuracy
 BY0146;SPC TX C     - 3,248,850.    1,267,660.      MT  (+/- 180 meters Scaled)
 BY0146
 BY0146                          SUPERSEDED SURVEY CONTROL
 BY0146
 BY0146  NGVD 29 (??/??/92)  128.733  (m)          422.35   (f) ADJ UNCH    2 0
 BY0146
 BY0146.Superseded values are not recommended for survey control.
 BY0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0146.See file dsdata.txt to determine how the superseded data were derived.
 BY0146
 BY0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR733160(NAD 83)
 BY0146_MARKER: DB = BENCH MARK DISK
 BY0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0146_STAMPING: A 486 1949
 BY0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0146+STABILITY: SURFACE MOTION
 BY0146
 BY0146  HISTORY     - Date     Condition        Report By
 BY0146  HISTORY     - 1949     MONUMENTED       CGS
 BY0146
 BY0146                          STATION DESCRIPTION
 BY0146
 BY0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0146'0.75 MI N FROM ARCADA.
 BY0146'0.75 MILE NORTH ALONG THE ARCADA-HUBERT ROAD FROM THE MISSIONARY
 BY0146'BAPTIST CHURCH AT ARCADA, AT A ROAD JUNCTION, 210.0 FEET NORTH OF THE
 BY0146'CENTER OF A WELL, 147.6 FEET EAST OF THE NORTHEAST CORNER OF THE JOHN
 BY0146'DARNELL FARMHOUSE, 82.0 FEET WEST OF THE CENTER LINE OF THE
 BY0146'ARCADA-HUBERT ROAD, 13.0 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF
 BY0146'A ROAD LEADING SOUTHEAST, 1.8 FEET EAST OF A REFERENCE POST, SET
 BY0146'MIDWAY BETWEEN TWO 20-INCH OAK TREES THAT ARE 16.4 FEET APART, AND SET
 BY0146'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1123 ***********************************************************************
 BY1123  DESIGNATION -  A 487
 BY1123  PID         -  BY1123
 BY1123  STATE/COUNTY-  TX/NACOGDOCHES
 BY1123  USGS QUAD   -  GARRISON WEST (1984)
 BY1123
 BY1123                         *CURRENT SURVEY CONTROL
 BY1123  ___________________________________________________________________
 BY1123* NAD 83(1986)-  31 48 34.     (N)    094 30 52.     (W)     SCALED    
 BY1123* NAVD 88     -       118.643  (meters)     389.25   (feet)  ADJUSTED  
 BY1123  ___________________________________________________________________
 BY1123  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY1123  DYNAMIC HT  -         118.498 (meters)     388.77  (feet)  COMP
 BY1123  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 BY1123
 BY1123  VERT ORDER  -  FIRST     CLASS II
 BY1123
 BY1123.The horizontal coordinates were scaled from a topographic map and have
 BY1123.an estimated accuracy of +/- 6 seconds.
 BY1123
 BY1123.The orthometric height was determined by differential leveling
 BY1123.and adjusted by the National Geodetic Survey in June 1991..
 BY1123
 BY1123.The geoid height was determined by GEOID03.
 BY1123
 BY1123.The dynamic height is computed by dividing the NAVD 88
 BY1123.geopotential number by the normal gravity value computed on the
 BY1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1123.degrees latitude (g = 980.6199 gals.).
 BY1123
 BY1123.The modeled gravity was interpolated from observed gravity values.
 BY1123
 BY1123;                    North         East    Units  Estimated Accuracy
 BY1123;SPC TX C     - 3,251,950.    1,250,720.      MT  (+/- 180 meters Scaled)
 BY1123
 BY1123                          SUPERSEDED SURVEY CONTROL
 BY1123
 BY1123  NGVD 29 (??/??/92)  118.650  (m)          389.27   (f) ADJ UNCH    1 2
 BY1123
 BY1123.Superseded values are not recommended for survey control.
 BY1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1123.See file dsdata.txt to determine how the superseded data were derived.
 BY1123
 BY1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR566203(NAD 83)
 BY1123_MARKER: DB = BENCH MARK DISK
 BY1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1123_STAMPING: A 487 1949
 BY1123_PROJECTION: PROJECTING 10 CENTIMETERS
 BY1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1123+STABILITY: SURFACE MOTION
 BY1123
 BY1123  HISTORY     - Date     Condition        Report By
 BY1123  HISTORY     - 1949     MONUMENTED       CGS
 BY1123  HISTORY     - 1979     GOOD             NGS
 BY1123  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 BY1123  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1123
 BY1123                          STATION DESCRIPTION
 BY1123
 BY1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1123'1.85 MI SW FROM GARRISON.
 BY1123'1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE TEXAS AND NEW
 BY1123'ORLEANS RAILROAD STATION AT GARRISON, 0.6 MILE NORTHEAST OF WANDERS
 BY1123'CREEK BRIDGE, IN GROVE OF SMALL PINE TREES, 258.0 FEET NORTHEAST OF
 BY1123'NORTHEAST END OF SOUTHEAST CONCRETE HEADWALL FOR SMALL CONCRETE BOX
 BY1123'CULVERT, 167.0 FEET SOUTHWEST OF CENTER LINE OF A ROAD LEADING
 BY1123'SOUTHEAST (A LANE LEADS NORTHWEST FROM HIGHWAY OPPOSITE THIS ROAD)
 BY1123'(THIS ROAD JUNCTION IS NEAR TOP OF A GRADE), 69.0 FEET SOUTHEAST OF
 BY1123'THE CENTER LINE OF THE HIGHWAY, 2.2 FEET SOUTHWEST OF A REFERENCE
 BY1123'POST, ACROSS THE HIGHWAY FROM A POWER POLE FROM WHICH A BRANCH OF
 BY1123'POWER LINE TURNS EAST ACROSS HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 BY1123'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY1123
 BY1123                          STATION RECOVERY (1979)
 BY1123
 BY1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1123'OMIT-1.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE TEXAS AND NEW
 BY1123'ORLEANS RAILROAD STATION AT GARRISON.  ADD-1.8 MILES SOUTHWEST ALONG
 BY1123'U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM ROAD 95 NORTH IN GARRISON.
 BY1123
 BY1123                          STATION RECOVERY (1992)
 BY1123
 BY1123'RECOVERY NOTE BY US POWER SQUADRON 1992
 BY1123'MARK NOT FOUND.
 BY1123
 BY1123                          STATION RECOVERY (1998)
 BY1123
 BY1123'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0847 ***********************************************************************
 BY0847  DESIGNATION -  A 488
 BY0847  PID         -  BY0847
 BY0847  STATE/COUNTY-  TX/ANGELINA
 BY0847  USGS QUAD   -  DIBOLL (1980)
 BY0847
 BY0847                         *CURRENT SURVEY CONTROL
 BY0847  ___________________________________________________________________
 BY0847* NAD 83(1986)-  31 13 50.     (N)    094 45 10.     (W)     SCALED    
 BY0847* NAVD 88     -        87.54   (+/-2cm)     287.2    (feet)  VERTCON   
 BY0847  ___________________________________________________________________
 BY0847  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0847
 BY0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0847
 BY0847.This mark is at Angelina Co (LFK) Airport (LFK)
 BY0847
 BY0847.The horizontal coordinates were scaled from a topographic map and have
 BY0847.an estimated accuracy of +/- 6 seconds.
 BY0847
 BY0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0847.The vertical order pertains to the NGVD 29 superseded value.
 BY0847
 BY0847.The geoid height was determined by GEOID03.
 BY0847
 BY0847;                    North         East    Units  Estimated Accuracy
 BY0847;SPC TX C     - 3,186,700.    1,231,400.      MT  (+/- 180 meters Scaled)
 BY0847
 BY0847                          SUPERSEDED SURVEY CONTROL
 BY0847
 BY0847  NGVD 29 (??/??/92)   87.577  (m)          287.33   (f) ADJ UNCH    2 0
 BY0847
 BY0847.Superseded values are not recommended for survey control.
 BY0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0847.See file dsdata.txt to determine how the superseded data were derived.
 BY0847
 BY0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ330564(NAD 83)
 BY0847_MARKER: DB = BENCH MARK DISK
 BY0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0847_STAMPING: A 488 1949
 BY0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0847+STABILITY: SURFACE MOTION
 BY0847
 BY0847  HISTORY     - Date     Condition        Report By
 BY0847  HISTORY     - 1949     MONUMENTED       CGS
 BY0847  HISTORY     - 1971     GOOD             NGS
 BY0847  HISTORY     - 1975     GOOD             NGS
 BY0847  HISTORY     - 19980919 GOOD             USPSQD
 BY0847
 BY0847                          STATION DESCRIPTION
 BY0847
 BY0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BY0847'1 MI E FROM BURKE.
 BY0847'1 MILE EAST OF THE TEXAS AND NEW ORLEANS RAILROAD STATION AT BURKE, AT
 BY0847'THE ANGELINA COUNTY AIRPORT, 85.9 FEET SOUTHEAST OF THE SOUTHEAST
 BY0847'CORNER OF THE GENERATOR BUILDING, AT THE SOUTH END OF THE
 BY0847'ADMINISTRATION BUILDING, 41.2 FEET NORTH OF AN EAST-WEST FENCE, 7.8
 BY0847'FEET WEST OF THE WEST EDGE OF THE SIDEWALK, A STANDARD BENCH MARK DISK
 BY0847'SET IN THE TOP OF A CONCRETE POST 5 INCHES BELOW THE SURFACE OF THE
 BY0847'GROUND.
 BY0847
 BY0847                          STATION RECOVERY (1975)
 BY0847
 BY0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BY0847'RECOVERED IN GOOD CONDITION.
 BY0847
 BY0847                          STATION RECOVERY (1998)
 BY0847
 BY0847'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0492 ***********************************************************************
 BY0492  DESIGNATION -  A 489
 BY0492  PID         -  BY0492
 BY0492  STATE/COUNTY-  TX/ANGELINA
 BY0492  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0492
 BY0492                         *CURRENT SURVEY CONTROL
 BY0492  ___________________________________________________________________
 BY0492* NAD 83(1986)-  31 17 07.     (N)    094 26 35.     (W)     SCALED    
 BY0492* NAVD 88     -        60.29   (+/-2cm)     197.8    (feet)  VERTCON   
 BY0492  ___________________________________________________________________
 BY0492  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BY0492
 BY0492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0492
 BY0492.The horizontal coordinates were scaled from a topographic map and have
 BY0492.an estimated accuracy of +/- 6 seconds.
 BY0492
 BY0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0492.The vertical order pertains to the NGVD 29 superseded value.
 BY0492
 BY0492.The geoid height was determined by GEOID03.
 BY0492
 BY0492;                    North         East    Units  Estimated Accuracy
 BY0492;SPC TX C     - 3,194,280.    1,260,540.      MT  (+/- 180 meters Scaled)
 BY0492
 BY0492                          SUPERSEDED SURVEY CONTROL
 BY0492
 BY0492  NGVD 29 (??/??/92)   60.325  (m)          197.92   (f) ADJ UNCH    2 0
 BY0492
 BY0492.Superseded values are not recommended for survey control.
 BY0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0492.See file dsdata.txt to determine how the superseded data were derived.
 BY0492
 BY0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ626621(NAD 83)
 BY0492_MARKER: DB = BENCH MARK DISK
 BY0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0492_STAMPING: A 489 1949
 BY0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0492+STABILITY: SURFACE MOTION
 BY0492
 BY0492  HISTORY     - Date     Condition        Report By
 BY0492  HISTORY     - 1949     MONUMENTED       CGS
 BY0492  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0492  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0492
 BY0492                          STATION DESCRIPTION
 BY0492
 BY0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0492'1.25 MI NW FROM ORA.
 BY0492'0.4 MILE WEST ALONG A GRADED DIRT ROAD FROM THE BAPTIST CHURCH AT ORA,
 BY0492'THENCE 0.85 MILE NORTHWEST ALONG A GRADED DIRT ROAD, AT THE H.G.
 BY0492'YOUNGBLOOD FARM HOME, 233.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY0492'NORTHEAST-SOUTHWEST ROAD, 76.0 FEET NORTHEAST OF THE
 BY0492'NORTHWEST-SOUTHEAST ROAD, 55.0 FEET NORTHWEST OF THE NORTH CORNER OF
 BY0492'THE HOUSE, 39.0 FEET NORTHEAST OF THE CENTER OF A BOARD GATE, 7.0 FEET
 BY0492'SOUTHWEST OF AN OPEN TOP WELL, 1.7 FEET NORTH OF A REFERENCE POST, AND
 BY0492'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 BY0492'GROUND.  NOTE-- A 489 IS 0.85 MILE NORTHWEST OF W 488.
 BY0492
 BY0492                          STATION RECOVERY (1979)
 BY0492
 BY0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0492'MARK NOT FOUND.
 BY0492
 BY0492                          STATION RECOVERY (1998)
 BY0492
 BY0492'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0925 ***********************************************************************
 BY0925  DESIGNATION -  A 490
 BY0925  PID         -  BY0925
 BY0925  STATE/COUNTY-  TX/ANGELINA
 BY0925  USGS QUAD   -  MANNING (1980)
 BY0925
 BY0925                         *CURRENT SURVEY CONTROL
 BY0925  ___________________________________________________________________
 BY0925* NAD 83(1986)-  31 11 34.     (N)    094 32 36.     (W)     SCALED    
 BY0925* NAVD 88     -        67.13   (+/-2cm)     220.2    (feet)  VERTCON   
 BY0925  ___________________________________________________________________
 BY0925  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BY0925
 BY0925  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0925
 BY0925.The horizontal coordinates were scaled from a topographic map and have
 BY0925.an estimated accuracy of +/- 6 seconds.
 BY0925
 BY0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0925.The vertical order pertains to the NGVD 29 superseded value.
 BY0925
 BY0925.The geoid height was determined by GEOID03.
 BY0925
 BY0925;                    North         East    Units  Estimated Accuracy
 BY0925;SPC TX C     - 3,183,530.    1,251,540.      MT  (+/- 180 meters Scaled)
 BY0925
 BY0925                          SUPERSEDED SURVEY CONTROL
 BY0925
 BY0925  NGVD 29 (??/??/92)   67.164  (m)          220.35   (f) ADJ UNCH    2 0
 BY0925
 BY0925.Superseded values are not recommended for survey control.
 BY0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0925.See file dsdata.txt to determine how the superseded data were derived.
 BY0925
 BY0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ529519(NAD 83)
 BY0925_MARKER: DB = BENCH MARK DISK
 BY0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0925_STAMPING: A 490 1949
 BY0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0925+STABILITY: SURFACE MOTION
 BY0925
 BY0925  HISTORY     - Date     Condition        Report By
 BY0925  HISTORY     - 1949     MONUMENTED       CGS
 BY0925
 BY0925                          STATION DESCRIPTION
 BY0925
 BY0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0925'0.9 MI N FROM SHAWNEE PRAIRIE.
 BY0925'0.9 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0925'SHAWNEE PRAIRIE, AT A ROAD JUNCTION, 184.0 FEET EAST OF THE EXTENDED
 BY0925'CENTER LINE OF A ROAD LEADING SOUTH, 142.0 FEET NORTHWEST OF THE
 BY0925'NORTHWEST CORNER OF A WOODEN BRIDGE OVER A SMALL BRANCH OF SHAWNEE
 BY0925'CREEK, 47.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.7
 BY0925'FEET WEST OF A REFERENCE POST, 1.0 FOOT SOUTH OF A FENCE, AND SET IN
 BY0925'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1003 ***********************************************************************
 BY1003  DESIGNATION -  A 491
 BY1003  PID         -  BY1003
 BY1003  STATE/COUNTY-  TX/ANGELINA
 BY1003  USGS QUAD   -  HUNTINGTON (1980)
 BY1003
 BY1003                         *CURRENT SURVEY CONTROL
 BY1003  ___________________________________________________________________
 BY1003* NAD 83(1986)-  31 21 28.     (N)    094 30 10.     (W)     SCALED    
 BY1003* NAVD 88     -        85.53   (+/-2cm)     280.6    (feet)  VERTCON   
 BY1003  ___________________________________________________________________
 BY1003  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BY1003
 BY1003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1003
 BY1003.The horizontal coordinates were scaled from a topographic map and have
 BY1003.an estimated accuracy of +/- 6 seconds.
 BY1003
 BY1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1003.The vertical order pertains to the NGVD 29 superseded value.
 BY1003
 BY1003.The geoid height was determined by GEOID03.
 BY1003
 BY1003;                    North         East    Units  Estimated Accuracy
 BY1003;SPC TX C     - 3,202,000.    1,254,440.      MT  (+/- 180 meters Scaled)
 BY1003
 BY1003                          SUPERSEDED SURVEY CONTROL
 BY1003
 BY1003  NGVD 29 (??/??/92)   85.572  (m)          280.75   (f) ADJ UNCH    2 0
 BY1003
 BY1003.Superseded values are not recommended for survey control.
 BY1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1003.See file dsdata.txt to determine how the superseded data were derived.
 BY1003
 BY1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ570702(NAD 83)
 BY1003_MARKER: DB = BENCH MARK DISK
 BY1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1003_STAMPING: A 491 1949
 BY1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1003+STABILITY: SURFACE MOTION
 BY1003
 BY1003  HISTORY     - Date     Condition        Report By
 BY1003  HISTORY     - 1949     MONUMENTED       CGS
 BY1003
 BY1003                          STATION DESCRIPTION
 BY1003
 BY1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1003'2.4 MI S FROM EWING.
 BY1003'1.2 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1003'RAILROAD WATER TANK AT EWING, THENCE 1.2 MILE SOUTH ALONG A DIRT ROAD,
 BY1003'AT THE SOUTHWEST CORNER OF MCCLURE CEMETERY, 22.0 FEET NORTHEAST OF
 BY1003'THE CENTER LINE OF THE ROAD, 20.0 FEET SOUTHEAST OF THE CENTER LINE OF
 BY1003'THE DRIVEWAY TO THE CEMETERY, 6.7 FEET SOUTHWEST OF AN 18-INCH OAK
 BY1003'TREE, 2.0 FEET SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY1003'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0594 ***********************************************************************
 BY0594  DESIGNATION -  A 492
 BY0594  PID         -  BY0594
 BY0594  STATE/COUNTY-  TX/ANGELINA
 BY0594  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0594
 BY0594                         *CURRENT SURVEY CONTROL
 BY0594  ___________________________________________________________________
 BY0594* NAD 83(1986)-  31 05 33.     (N)    094 20 35.     (W)     SCALED    
 BY0594* NAVD 88     -        54.18   (+/-2cm)     177.8    (feet)  VERTCON   
 BY0594  ___________________________________________________________________
 BY0594  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BY0594
 BY0594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0594
 BY0594.The horizontal coordinates were scaled from a topographic map and have
 BY0594.an estimated accuracy of +/- 6 seconds.
 BY0594
 BY0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0594.The vertical order pertains to the NGVD 29 superseded value.
 BY0594
 BY0594.The geoid height was determined by GEOID03.
 BY0594
 BY0594;                    North         East    Units  Estimated Accuracy
 BY0594;SPC TX C     - 3,173,440.    1,271,200.      MT  (+/- 180 meters Scaled)
 BY0594
 BY0594                          SUPERSEDED SURVEY CONTROL
 BY0594
 BY0594  NGVD 29 (??/??/92)   54.195  (m)          177.80   (f) ADJ UNCH    2 0
 BY0594
 BY0594.Superseded values are not recommended for survey control.
 BY0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0594.See file dsdata.txt to determine how the superseded data were derived.
 BY0594
 BY0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ719406(NAD 83)
 BY0594_MARKER: DB = BENCH MARK DISK
 BY0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0594_STAMPING: A 492 1949
 BY0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0594+STABILITY: SURFACE MOTION
 BY0594
 BY0594  HISTORY     - Date     Condition        Report By
 BY0594  HISTORY     - 1949     MONUMENTED       CGS
 BY0594
 BY0594                          STATION DESCRIPTION
 BY0594
 BY0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0594'11.30 MI E FROM ZAVALLA.
 BY0594'5.0 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0594'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.3 MILES EAST
 BY0594'ALONG A GRADED DIRT ROAD, THENCE 0.65 MILE NORTHWEST ALONG A DIRT
 BY0594'ROAD, THENCE 4.35 MILES EAST ALONG THE ANGELINA NATIONAL FOREST ROAD
 BY0594'302, 31.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24.0 FEET EAST OF
 BY0594'THE CENTER LINE OF A T ROAD LEADING SOUTH, 21.8 FEET NORTHEAST OF THE
 BY0594'EAST END OF A 1.0 FOOT CONCRETE TUBE CULVERT UNDER T ROAD, 1.0 FOOT
 BY0594'NORTH OF A FENCE, 1.9 FEET WEST OF A REFERENCE POST, AND SET IN THE
 BY0594'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0580 ***********************************************************************
 BY0580  DESIGNATION -  A 493
 BY0580  PID         -  BY0580
 BY0580  STATE/COUNTY-  TX/JASPER
 BY0580  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0580
 BY0580                         *CURRENT SURVEY CONTROL
 BY0580  ___________________________________________________________________
 BY0580* NAD 83(1986)-  31 01 52.     (N)    094 16 07.     (W)     SCALED    
 BY0580* NAVD 88     -        34.32   (+/-2cm)     112.6    (feet)  VERTCON   
 BY0580  ___________________________________________________________________
 BY0580  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BY0580
 BY0580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0580
 BY0580.The horizontal coordinates were scaled from a topographic map and have
 BY0580.an estimated accuracy of +/- 6 seconds.
 BY0580
 BY0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0580.The vertical order pertains to the NGVD 29 superseded value.
 BY0580
 BY0580.The geoid height was determined by GEOID03.
 BY0580
 BY0580;                    North         East    Units  Estimated Accuracy
 BY0580;SPC TX C     - 3,167,030.    1,278,660.      MT  (+/- 180 meters Scaled)
 BY0580
 BY0580                          SUPERSEDED SURVEY CONTROL
 BY0580
 BY0580  NGVD 29 (??/??/92)   34.336  (m)          112.65   (f) ADJ UNCH    2 0
 BY0580
 BY0580.Superseded values are not recommended for survey control.
 BY0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0580.See file dsdata.txt to determine how the superseded data were derived.
 BY0580
 BY0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ789337(NAD 83)
 BY0580_MARKER: DB = BENCH MARK DISK
 BY0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0580_STAMPING: A 493 1949
 BY0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0580+STABILITY: SURFACE MOTION
 BY0580
 BY0580  HISTORY     - Date     Condition        Report By
 BY0580  HISTORY     - 1949     MONUMENTED       CGS
 BY0580
 BY0580                          STATION DESCRIPTION
 BY0580
 BY0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0580'17.60 MI E FROM ZAVALLA.
 BY0580'11.25 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0580'RAILROAD STATION AT ZAVALLA, THENCE 6.85 MILES SOUTH ALONG ANGELINA
 BY0580'NATIONAL FOREST ROAD 313B, THENCE 0.5 MILE EAST ALONG A DIRT ROAD,
 BY0580'109.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD WOODEN BRIDGE,
 BY0580'19.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTHWEST
 BY0580'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0580'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0374 ***********************************************************************
 BY0374  DESIGNATION -  A 494
 BY0374  PID         -  BY0374
 BY0374  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0374  USGS QUAD   -  NORWOOD (1984)
 BY0374
 BY0374                         *CURRENT SURVEY CONTROL
 BY0374  ___________________________________________________________________
 BY0374* NAD 83(1986)-  31 22 44.     (N)    094 13 05.     (W)     SCALED    
 BY0374* NAVD 88     -        98.42   (+/-2cm)     322.9    (feet)  VERTCON   
 BY0374  ___________________________________________________________________
 BY0374  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BY0374
 BY0374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0374
 BY0374.The horizontal coordinates were scaled from a topographic map and have
 BY0374.an estimated accuracy of +/- 6 seconds.
 BY0374
 BY0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0374.The vertical order pertains to the NGVD 29 superseded value.
 BY0374
 BY0374.The geoid height was determined by GEOID03.
 BY0374
 BY0374;                    North         East    Units  Estimated Accuracy
 BY0374;SPC TX C     - 3,205,790.    1,281,360.      MT  (+/- 180 meters Scaled)
 BY0374
 BY0374                          SUPERSEDED SURVEY CONTROL
 BY0374
 BY0374  NGVD 29 (??/??/92)   98.451  (m)          323.00   (f) ADJ UNCH    2 0
 BY0374
 BY0374.Superseded values are not recommended for survey control.
 BY0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0374.See file dsdata.txt to determine how the superseded data were derived.
 BY0374
 BY0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ841722(NAD 83)
 BY0374_MARKER: DB = BENCH MARK DISK
 BY0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0374_STAMPING: A 494 1949
 BY0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0374+STABILITY: SURFACE MOTION
 BY0374
 BY0374  HISTORY     - Date     Condition        Report By
 BY0374  HISTORY     - 1949     MONUMENTED       CGS
 BY0374  HISTORY     - 1968     GOOD             NGS
 BY0374
 BY0374                          STATION DESCRIPTION
 BY0374
 BY0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0374'5.7 MI NE FROM BROADDUS.
 BY0374'ABOUT 5.7 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE
 BY0374'AT BROADDUS, 57.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BY0374'17.0 FEET EAST OF A 14-INCH OAK WITH A TRIANGULAR BLAZE ON THE WEST
 BY0374'SIDE OF THE TREE, 7.5 FEET EAST OF THE CENTER OF A WOODEN GATE, 1.0
 BY0374'FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0374'PROJECTING 0.7 FOOT ABOVE THE GROUND.  NOTE-- EXCEPT THE WOODEN
 BY0374'WITNESS POST HAD ROTTED AWAY.  A METAL WITNESS POST WAS SET 6 INCHES
 BY0374'NORTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0351 ***********************************************************************
 BY0351  DESIGNATION -  A 495
 BY0351  PID         -  BY0351
 BY0351  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0351  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0351
 BY0351                         *CURRENT SURVEY CONTROL
 BY0351  ___________________________________________________________________
 BY0351* NAD 83(1986)-  31 24 42.     (N)    094 18 06.     (W)     SCALED    
 BY0351* NAVD 88     -        78.00   (+/-2cm)     255.9    (feet)  VERTCON   
 BY0351  ___________________________________________________________________
 BY0351  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY0351
 BY0351  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0351
 BY0351.The horizontal coordinates were scaled from a topographic map and have
 BY0351.an estimated accuracy of +/- 6 seconds.
 BY0351
 BY0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0351.The vertical order pertains to the NGVD 29 superseded value.
 BY0351
 BY0351.The geoid height was determined by GEOID03.
 BY0351
 BY0351;                    North         East    Units  Estimated Accuracy
 BY0351;SPC TX C     - 3,208,990.    1,273,230.      MT  (+/- 180 meters Scaled)
 BY0351
 BY0351                          SUPERSEDED SURVEY CONTROL
 BY0351
 BY0351  NGVD 29 (??/??/92)   78.034  (m)          256.02   (f) ADJ UNCH    2 0
 BY0351
 BY0351.Superseded values are not recommended for survey control.
 BY0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0351.See file dsdata.txt to determine how the superseded data were derived.
 BY0351
 BY0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ762759(NAD 83)
 BY0351_MARKER: DB = BENCH MARK DISK
 BY0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0351_STAMPING: A 495 1949
 BY0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0351+STABILITY: SURFACE MOTION
 BY0351
 BY0351  HISTORY     - Date     Condition        Report By
 BY0351  HISTORY     - 1949     MONUMENTED       CGS
 BY0351  HISTORY     - 1952     GOOD             NGS
 BY0351  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0351
 BY0351                          STATION DESCRIPTION
 BY0351
 BY0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0351'8.2 MI SE FROM CHIRENO.
 BY0351'4.75 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE METHODIST CHURCH AT
 BY0351'CHIRENO, THENCE 2.55 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BY0351'0.9 MILE EAST ALONG A GRADED DIRT ROAD, 73 FEET NORTH OF THE CENTER
 BY0351'LINE OF THE ROAD, 20 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD
 BY0351'LEADING NORTH, 20 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE
 BY0351'GUARD, 7 FEET WEST OF A FENCE, 32 FEET NORTH OF A 14 INCH OAK TREE
 BY0351'WITH A TRIANGULAR BLAZE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE
 BY0351'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY0351
 BY0351                          STATION RECOVERY (1998)
 BY0351
 BY0351'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0690 ***********************************************************************
 AY0690  DESIGNATION -  A 496
 AY0690  PID         -  AY0690
 AY0690  STATE/COUNTY-  TX/BEXAR
 AY0690  USGS QUAD   -  CULEBRA HILL (1993)
 AY0690
 AY0690                         *CURRENT SURVEY CONTROL
 AY0690  ___________________________________________________________________
 AY0690* NAD 83(1986)-  29 27 03.     (N)    098 37 34.     (W)     SCALED    
 AY0690* NAVD 88     -       229.155  (meters)     751.82   (feet)  ADJUSTED  
 AY0690  ___________________________________________________________________
 AY0690  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AY0690  DYNAMIC HT  -         228.822 (meters)     750.73  (feet)  COMP
 AY0690  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY0690
 AY0690  VERT ORDER  -  FIRST     CLASS II
 AY0690
 AY0690.The horizontal coordinates were scaled from a topographic map and have
 AY0690.an estimated accuracy of +/- 6 seconds.
 AY0690
 AY0690.The orthometric height was determined by differential leveling
 AY0690.and adjusted by the National Geodetic Survey in June 1991..
 AY0690
 AY0690.The geoid height was determined by GEOID03.
 AY0690
 AY0690.The dynamic height is computed by dividing the NAVD 88
 AY0690.geopotential number by the normal gravity value computed on the
 AY0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0690.degrees latitude (g = 980.6199 gals.).
 AY0690
 AY0690.The modeled gravity was interpolated from observed gravity values.
 AY0690
 AY0690;                    North         East    Units  Estimated Accuracy
 AY0690;SPC TXSC     - 4,179,320.      636,270.      MT  (+/- 180 meters Scaled)
 AY0690
 AY0690                          SUPERSEDED SURVEY CONTROL
 AY0690
 AY0690  NGVD 29 (??/??/92)  229.039  (m)          751.44   (f) ADJ UNCH    1 2
 AY0690
 AY0690.Superseded values are not recommended for survey control.
 AY0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0690.See file dsdata.txt to determine how the superseded data were derived.
 AY0690
 AY0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT362579(NAD 83)
 AY0690_MARKER: DB = BENCH MARK DISK
 AY0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0690_SP_SET: CULVERT
 AY0690_STAMPING: A 496 1952
 AY0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0690
 AY0690  HISTORY     - Date     Condition        Report By
 AY0690  HISTORY     - 1952     MONUMENTED       CGS
 AY0690  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0690  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0690
 AY0690                          STATION DESCRIPTION
 AY0690
 AY0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0690'IN SAN ANTONIO.
 AY0690'AT SAN ANTONIO, 1.5 MILES WEST ALONG CULEBRA ROAD FROM ITS JUNCTION
 AY0690'WITH CALLAGHAN ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET
 AY0690'IN THE TOP OF THE CENTER OF THE NORTH CONCRETE HEADWALL OF A 36 INCH
 AY0690'PIPE CULVERT.
 AY0690
 AY0690                          STATION RECOVERY (1966)
 AY0690
 AY0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0690'MARK NOT FOUND.
 AY0690
 AY0690                          STATION RECOVERY (1999)
 AY0690
 AY0690'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0062 ***********************************************************************
 AY0062  DESIGNATION -  A 498
 AY0062  PID         -  AY0062
 AY0062  STATE/COUNTY-  TX/BEXAR
 AY0062  USGS QUAD   -  LONGHORN (1992)
 AY0062
 AY0062                         *CURRENT SURVEY CONTROL
 AY0062  ___________________________________________________________________
 AY0062* NAD 83(1986)-  29 31 17.     (N)    098 29 27.     (W)     SCALED    
 AY0062* NAVD 88     -       250.100  (meters)     820.54   (feet)  POSTED    
 AY0062  ___________________________________________________________________
 AY0062  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY0062  DYNAMIC HT  -         249.740 (meters)     819.36  (feet)  COMP
 AY0062  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 AY0062
 AY0062  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0062
 AY0062.The horizontal coordinates were scaled from a topographic map and have
 AY0062.an estimated accuracy of +/- 6 seconds.
 AY0062
 AY0062.The orthometric height was determined by differential leveling
 AY0062.and adjusted by the National Geodetic Survey in 1992..
 AY0062.No vertical observational check was made to the station.
 AY0062.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0062.was located on a no-check spur therefore a value was not computed.
 AY0062
 AY0062.The geoid height was determined by GEOID03.
 AY0062
 AY0062.The dynamic height is computed by dividing the NAVD 88
 AY0062.geopotential number by the normal gravity value computed on the
 AY0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0062.degrees latitude (g = 980.6199 gals.).
 AY0062
 AY0062.The modeled gravity was interpolated from observed gravity values.
 AY0062
 AY0062;                    North         East    Units  Estimated Accuracy
 AY0062;SPC TXSC     - 4,187,190.      649,360.      MT  (+/- 180 meters Scaled)
 AY0062
 AY0062                          SUPERSEDED SURVEY CONTROL
 AY0062
 AY0062  NGVD 29 (??/??/92)  249.951  (m)          820.05   (f) ADJ UNCH    1 2
 AY0062
 AY0062.Superseded values are not recommended for survey control.
 AY0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0062.See file dsdata.txt to determine how the superseded data were derived.
 AY0062
 AY0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT493658(NAD 83)
 AY0062_MARKER: DB = BENCH MARK DISK
 AY0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0062_STAMPING: A 498 1953
 AY0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0062+STABILITY: SURFACE MOTION
 AY0062
 AY0062  HISTORY     - Date     Condition        Report By
 AY0062  HISTORY     - 1953     MONUMENTED       CGS
 AY0062  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0062  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0062
 AY0062                          STATION DESCRIPTION
 AY0062
 AY0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0062'IN SAN ANTONIO.
 AY0062'AT SAN ANTONIO, 0.5 MILE EAST ALONG LOOP 13 (ZERCHER ROAD) FROM THE
 AY0062'OVERPASS AT THE JUNCTION WITH U.S. HIGHWAY 281, AT THE DAVIS AIRPORT,
 AY0062'2.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE OFFICE, SET IN THE
 AY0062'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AY0062
 AY0062                          STATION RECOVERY (1967)
 AY0062
 AY0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0062'MARK NOT FOUND.
 AY0062
 AY0062                          STATION RECOVERY (1995)
 AY0062
 AY0062'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0220 ***********************************************************************
 BY0220  DESIGNATION -  A 499
 BY0220  PID         -  BY0220
 BY0220  STATE/COUNTY-  TX/SHELBY
 BY0220  USGS QUAD   -  CENTER (1984)
 BY0220
 BY0220                         *CURRENT SURVEY CONTROL
 BY0220  ___________________________________________________________________
 BY0220* NAD 83(1986)-  31 47 31.     (N)    094 10 04.     (W)     SCALED    
 BY0220* NAVD 88     -       110.09   (+/-2cm)     361.2    (feet)  VERTCON   
 BY0220  ___________________________________________________________________
 BY0220  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BY0220
 BY0220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0220
 BY0220.The horizontal coordinates were scaled from a topographic map and have
 BY0220.an estimated accuracy of +/- 6 seconds.
 BY0220
 BY0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0220.The vertical order pertains to the NGVD 29 superseded value.
 BY0220
 BY0220.The geoid height was determined by GEOID03.
 BY0220
 BY0220;                    North         East    Units  Estimated Accuracy
 BY0220;SPC TX C     - 3,251,780.    1,283,600.      MT  (+/- 180 meters Scaled)
 BY0220
 BY0220                          SUPERSEDED SURVEY CONTROL
 BY0220
 BY0220  NGVD 29 (??/??/92)  110.129  (m)          361.31   (f) ADJ UNCH    2 0
 BY0220
 BY0220.Superseded values are not recommended for survey control.
 BY0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0220.See file dsdata.txt to determine how the superseded data were derived.
 BY0220
 BY0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR894179(NAD 83)
 BY0220_MARKER: DB = BENCH MARK DISK
 BY0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0220_STAMPING: A 499 1949
 BY0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0220+STABILITY: SURFACE MOTION
 BY0220
 BY0220  HISTORY     - Date     Condition        Report By
 BY0220  HISTORY     - 1949     MONUMENTED       CGS
 BY0220  HISTORY     - 1979     GOOD             USGS
 BY0220  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BY0220
 BY0220                          STATION DESCRIPTION
 BY0220
 BY0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0220'1.2 MI E FROM CENTER.
 BY0220'1.2 MILES EAST ALONG U. S. HIGHWAY 96 AND STATE HIGHWAY 87 FROM THE
 BY0220'INTERSECTION OF SAN AUGUSTINE AND SHELBYVILLE STREETS(AT THE EAST
 BY0220'CORNER OF THE COURTHOUSE SQUARE) AT CENTER, APPROXIMATELY 105.0 FEET
 BY0220'SOUTHWEST OF A CLUSTER OF FOUR 8-INCH PINE TREES, 45.6 FEET SOUTHEAST
 BY0220'OF THE CENTER LINE OF THE HIGHWAY, 30.0 FEET NORTHEAST OF THE CENTER
 BY0220'LINE OF THE ENTRANCE TO CENTER AIRPORT, 3.0 FEET NORTHWEST OF A WIRE
 BY0220'FENCE, 1.4 FEET SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0220'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0220
 BY0220                          STATION RECOVERY (1979)
 BY0220
 BY0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0220'INT. STATE HIGHWAYS 7 & 87 IN CENTER, 1.25 MI. E. OF ALONG HWY 87 TO
 BY0220'SITE OF MARK, 46' SE OF CENTERLINE OF HWY 87, 12' SW OF FAINT TRAIL
 BY0220'LEADING SE TO SITE OF ABANDONED CENTER AIRPORT IN LINE WITH SEVERAL
 BY0220'EVERGREEN TREES ALONG S. ROW LINE, 11' NE CENTER OF THIRD TREE IN
 BY0220'LINE FROM SW END OF TREE LINE. SET IN A CONCRETE POST PROJECTING 2
 BY0220'INCHES, A STANDARD TABLET STAMPED "A 499 1949".
 BY0220
 BY0220                          STATION RECOVERY (2001)
 BY0220
 BY0220'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BY0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0340 ***********************************************************************
 BM0340  DESIGNATION -  A 5
 BM0340  PID         -  BM0340
 BM0340  STATE/COUNTY-  TX/WILLIAMSON
 BM0340  USGS QUAD   -  BARTLETT (1989)
 BM0340
 BM0340                         *CURRENT SURVEY CONTROL
 BM0340  ___________________________________________________________________
 BM0340* NAD 83(1986)-  30 48 19.     (N)    097 25 19.     (W)     SCALED    
 BM0340* NAVD 88     -       180.28   (+/-2cm)     591.5    (feet)  VERTCON   
 BM0340  ___________________________________________________________________
 BM0340  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BM0340
 BM0340  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0340
 BM0340.The horizontal coordinates were scaled from a topographic map and have
 BM0340.an estimated accuracy of +/- 6 seconds.
 BM0340
 BM0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0340.The vertical order pertains to the NGVD 29 superseded value.
 BM0340
 BM0340.The geoid height was determined by GEOID03.
 BM0340
 BM0340;                    North         East    Units  Estimated Accuracy
 BM0340;SPC TX C     - 3,129,870.      978,550.      MT  (+/- 180 meters Scaled)
 BM0340
 BM0340                          SUPERSEDED SURVEY CONTROL
 BM0340
 BM0340  NGVD 29 (??/??/92)  180.171  (m)          591.11   (f) ADJ UNCH    1 2
 BM0340
 BM0340.Superseded values are not recommended for survey control.
 BM0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0340.See file dsdata.txt to determine how the superseded data were derived.
 BM0340
 BM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV509090(NAD 83)
 BM0340_MARKER: Q = CHISELED SQUARE
 BM0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0340+STABILITY: SURFACE MOTION
 BM0340
 BM0340  HISTORY     - Date     Condition        Report By
 BM0340  HISTORY     - UNK      MONUMENTED       CGS
 BM0340  HISTORY     - 1939     POOR             NGS
 BM0340  HISTORY     - 1964     MARK NOT FOUND   USGS
 BM0340  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0340
 BM0340                          STATION DESCRIPTION
 BM0340
 BM0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BM0340'0.75 MI N FROM BARTLETT.
 BM0340'ABOUT 3/4 MILE NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 BM0340'FROM BARTLETT, BELL COUNTY, ABOUT 20 FEET SOUTH OF MILEPOST 902, 6
 BM0340'FEET EAST OF A POLE WEST OF THE TRACK, AND 3 FEET EAST OF THE BARBED
 BM0340'WIRE FENCE.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST.
 BM0340'NOTE-- POST WAS FOUND TO BE LEANING SLIGHTLY TO THE SOUTHEAST.
 BM0340
 BM0340                          STATION RECOVERY (1964)
 BM0340
 BM0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BM0340'MARK NOT FOUND.
 BM0340
 BM0340                          STATION RECOVERY (1980)
 BM0340
 BM0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0340'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0821 ***********************************************************************
 BZ0821  DESIGNATION -  A 50
 BZ0821  PID         -  BZ0821
 BZ0821  STATE/COUNTY-  TX/BELL
 BZ0821  USGS QUAD   -  BELTON (1993)
 BZ0821
 BZ0821                         *CURRENT SURVEY CONTROL
 BZ0821  ___________________________________________________________________
 BZ0821* NAD 83(1986)-  31 03 49.     (N)    097 27 06.     (W)     SCALED    
 BZ0821* NAVD 88     -       165.885  (meters)     544.24   (feet)  ADJUSTED  
 BZ0821  ___________________________________________________________________
 BZ0821  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BZ0821  DYNAMIC HT  -         165.665 (meters)     543.52  (feet)  COMP
 BZ0821  MODELED GRAV-     979,314.1   (mgal)                       NAVD 88
 BZ0821
 BZ0821  VERT ORDER  -  FIRST     CLASS II
 BZ0821
 BZ0821.The horizontal coordinates were scaled from a topographic map and have
 BZ0821.an estimated accuracy of +/- 6 seconds.
 BZ0821
 BZ0821.The orthometric height was determined by differential leveling
 BZ0821.and adjusted by the National Geodetic Survey in June 1991..
 BZ0821.WARNING-Repeat measurements at this control monument indicate possible
 BZ0821.vertical movement.
 BZ0821
 BZ0821.The geoid height was determined by GEOID03.
 BZ0821
 BZ0821.The dynamic height is computed by dividing the NAVD 88
 BZ0821.geopotential number by the normal gravity value computed on the
 BZ0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0821.degrees latitude (g = 980.6199 gals.).
 BZ0821
 BZ0821.The modeled gravity was interpolated from observed gravity values.
 BZ0821
 BZ0821;                    North         East    Units  Estimated Accuracy
 BZ0821;SPC TX C     - 3,158,420.      974,970.      MT  (+/- 180 meters Scaled)
 BZ0821
 BZ0821                          SUPERSEDED SURVEY CONTROL
 BZ0821
 BZ0821  NGVD 29 (??/??/92)  165.813  (m)          544.00   (f) ADJ UNCH    1 2
 BZ0821
 BZ0821.Superseded values are not recommended for survey control.
 BZ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0821.See file dsdata.txt to determine how the superseded data were derived.
 BZ0821
 BZ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV477376(NAD 83)
 BZ0821_MARKER: DB = BENCH MARK DISK
 BZ0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0821_SP_SET: ABUTMENT
 BZ0821_STAMPING: A 50 1953
 BZ0821_MARK LOGO: CGS   
 BZ0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0821
 BZ0821  HISTORY     - Date     Condition        Report By
 BZ0821  HISTORY     - 1953     MONUMENTED       CGS
 BZ0821  HISTORY     - 1983     GOOD             NGS
 BZ0821  HISTORY     - 19910126 GOOD             USPSQD
 BZ0821  HISTORY     - 19950715 GOOD             USPSQD
 BZ0821  HISTORY     - 20011110 GOOD             USPSQD
 BZ0821  HISTORY     - 20031011 GOOD             USPSQD
 BZ0821
 BZ0821                          STATION DESCRIPTION
 BZ0821
 BZ0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0821'0.8 MI E FROM BELTON.
 BZ0821'0.8 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0821'STATION AT BELTON, BELL COUNTY, 0.4 MILE NORTHEAST OF MILEPOST 226, AT
 BZ0821'THE U. S. HIGHWAY 190 CONCRETE UNDERPASS, IN THE TOP OF THE NORTH END
 BZ0821'OF THE WEST CONCRETE ABUTMENT, AND 7.7 FEET NORTH OF THE NORTH RAIL.
 BZ0821
 BZ0821                          STATION RECOVERY (1983)
 BZ0821
 BZ0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0821'RECOVERED THIS DATE.  ADD, 0.6 METER (2.0 FT) BELOW THE TRACKS AND 0.3
 BZ0821'METER (1.0 FT) SOUTH OF THE NORTH END OF THE ABUTMENT.
 BZ0821
 BZ0821                          STATION RECOVERY (1991)
 BZ0821
 BZ0821'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0821'RECOVERED IN GOOD CONDITION.
 BZ0821
 BZ0821                          STATION RECOVERY (1995)
 BZ0821
 BZ0821'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0821'RECOVERED IN GOOD CONDITION.
 BZ0821
 BZ0821                          STATION RECOVERY (2001)
 BZ0821
 BZ0821'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ0821'RECOVERED IN GOOD CONDITION.
 BZ0821
 BZ0821                          STATION RECOVERY (2003)
 BZ0821
 BZ0821'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0730 ***********************************************************************
 BL0730  DESIGNATION -  A 500
 BL0730  PID         -  BL0730
 BL0730  STATE/COUNTY-  TX/POLK
 BL0730  USGS QUAD   -  LEGGETT (1984)
 BL0730
 BL0730                         *CURRENT SURVEY CONTROL
 BL0730  ___________________________________________________________________
 BL0730* NAD 83(1986)-  30 49 20.     (N)    094 51 21.     (W)     SCALED    
 BL0730* NAVD 88     -        88.18   (+/-2cm)     289.3    (feet)  VERTCON   
 BL0730  ___________________________________________________________________
 BL0730  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL0730
 BL0730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0730
 BL0730.The horizontal coordinates were scaled from a topographic map and have
 BL0730.an estimated accuracy of +/- 6 seconds.
 BL0730
 BL0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0730.The vertical order pertains to the NGVD 29 superseded value.
 BL0730
 BL0730.The geoid height was determined by GEOID03.
 BL0730
 BL0730;                    North         East    Units  Estimated Accuracy
 BL0730;SPC TX C     - 3,141,000.    1,223,820.      MT  (+/- 180 meters Scaled)
 BL0730
 BL0730                          SUPERSEDED SURVEY CONTROL
 BL0730
 BL0730  NGVD 29 (??/??/92)   88.188  (m)          289.33   (f) ADJ UNCH    2 0
 BL0730
 BL0730.Superseded values are not recommended for survey control.
 BL0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0730.See file dsdata.txt to determine how the superseded data were derived.
 BL0730
 BL0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ224113(NAD 83)
 BL0730_MARKER: DB = BENCH MARK DISK
 BL0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0730_STAMPING: A 500 1949
 BL0730_PROJECTION: FLUSH
 BL0730_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0730+STABILITY: SURFACE MOTION
 BL0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0730+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1998
 BL0730
 BL0730  HISTORY     - Date     Condition        Report By
 BL0730  HISTORY     - 1949     MONUMENTED       CGS
 BL0730  HISTORY     - 1990     GOOD             USPSQD
 BL0730  HISTORY     - 19980213 GOOD             TXDOT
 BL0730
 BL0730                          STATION DESCRIPTION
 BL0730
 BL0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0730'1.0 MI E FROM LEGGETT.
 BL0730'1.0 MILE EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS RAILWAY
 BL0730'STATION AT LEGGETT, ABOUT 100.0 FEET WEST OF THE SUMMIT OF A SMALL
 BL0730'HILL, AT THE SOUTHWEST CORNER OF A CEMETERY, 63.0 FEET EAST OF
 BL0730'TELEPHONE POLE NO. 39, 45.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BL0730'12.2 FEET NORTH OF A BRICK CORNER POST AT THE SOUTHWEST CORNER OF THE
 BL0730'CEMETERY, 2.0 FEET WEST OF A NORTH-SOUTH FENCE, 1.5 FEET SOUTH OF A
 BL0730'EAST-WEST FENCE, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF
 BL0730'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BL0730
 BL0730                          STATION RECOVERY (1990)
 BL0730
 BL0730'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BL0730'RECOVERED IN GOOD CONDITION.
 BL0730
 BL0730                          STATION RECOVERY (1998)
 BL0730
 BL0730'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 BL0730'CEMETERY IS JONES PRAIRIE CEMETERY, NOT SUITABLE FOR SATELLITE
 BL0730'OBSERVATIONS WITHOUT CLEARING BRUSH ON PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0725 ***********************************************************************
 BL0725  DESIGNATION -  A 501
 BL0725  PID         -  BL0725
 BL0725  STATE/COUNTY-  TX/POLK
 BL0725  USGS QUAD   -  HORTENSE (1984)
 BL0725
 BL0725                         *CURRENT SURVEY CONTROL
 BL0725  ___________________________________________________________________
 BL0725* NAD 83(1986)-  30 51 15.     (N)    094 42 06.     (W)     SCALED    
 BL0725* NAVD 88     -       106.86   (+/-2cm)     350.6    (feet)  VERTCON   
 BL0725  ___________________________________________________________________
 BL0725  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL0725
 BL0725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0725
 BL0725.The horizontal coordinates were scaled from a topographic map and have
 BL0725.an estimated accuracy of +/- 6 seconds.
 BL0725
 BL0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0725.The vertical order pertains to the NGVD 29 superseded value.
 BL0725
 BL0725.The geoid height was determined by GEOID03.
 BL0725
 BL0725;                    North         East    Units  Estimated Accuracy
 BL0725;SPC TX C     - 3,145,270.    1,238,370.      MT  (+/- 180 meters Scaled)
 BL0725
 BL0725                          SUPERSEDED SURVEY CONTROL
 BL0725
 BL0725  NGVD 29 (??/??/92)  106.863  (m)          350.60   (f) ADJ UNCH    2 0
 BL0725
 BL0725.Superseded values are not recommended for survey control.
 BL0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0725.See file dsdata.txt to determine how the superseded data were derived.
 BL0725
 BL0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ372146(NAD 83)
 BL0725_MARKER: DB = BENCH MARK DISK
 BL0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0725_STAMPING: A 501 1949
 BL0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0725+STABILITY: SURFACE MOTION
 BL0725
 BL0725  HISTORY     - Date     Condition        Report By
 BL0725  HISTORY     - 1949     MONUMENTED       CGS
 BL0725
 BL0725                          STATION DESCRIPTION
 BL0725
 BL0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0725'5.5 MI SE FROM CAMDEN.
 BL0725'2.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0725'EXPRESS CO. OFFICE AT CAMDEN, THENCE 2.8 MILES SOUTH ALONG A DIRT
 BL0725'ROAD, 0.9 MILE NORTH OF BENCH MARK Z 500, ABOUT 400.0 FEET NORTH OF AN
 BL0725'ABANDONED FARMHOUSE, 64.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BL0725'18.0 FEET NORTH OF A 3-WAY CORNER FENCE POST, 14.0 FEET SOUTH OF THE
 BL0725'CENTER LINE OF A GATE, 1.0 FOOT WEST OF A FENCE, 1.2 FEET NORTH OF A
 BL0725'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BL0725'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0714 ***********************************************************************
 BL0714  DESIGNATION -  A 502
 BL0714  PID         -  BL0714
 BL0714  STATE/COUNTY-  TX/POLK
 BL0714  USGS QUAD   -  CAMDEN (1984)
 BL0714
 BL0714                         *CURRENT SURVEY CONTROL
 BL0714  ___________________________________________________________________
 BL0714* NAD 83(1986)-  30 57 21.     (N)    094 43 12.     (W)     SCALED    
 BL0714* NAVD 88     -        94.97   (+/-2cm)     311.6    (feet)  VERTCON   
 BL0714  ___________________________________________________________________
 BL0714  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0714
 BL0714  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0714
 BL0714.The horizontal coordinates were scaled from a topographic map and have
 BL0714.an estimated accuracy of +/- 6 seconds.
 BL0714
 BL0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0714.The vertical order pertains to the NGVD 29 superseded value.
 BL0714
 BL0714.The geoid height was determined by GEOID03.
 BL0714
 BL0714;                    North         East    Units  Estimated Accuracy
 BL0714;SPC TX C     - 3,156,440.    1,236,050.      MT  (+/- 180 meters Scaled)
 BL0714
 BL0714                          SUPERSEDED SURVEY CONTROL
 BL0714
 BL0714  NGVD 29 (??/??/92)   94.988  (m)          311.64   (f) ADJ UNCH    2 0
 BL0714
 BL0714.Superseded values are not recommended for survey control.
 BL0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0714.See file dsdata.txt to determine how the superseded data were derived.
 BL0714
 BL0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ357259(NAD 83)
 BL0714_MARKER: DB = BENCH MARK DISK
 BL0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0714_STAMPING: A 502 1949
 BL0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0714+STABILITY: SURFACE MOTION
 BL0714
 BL0714  HISTORY     - Date     Condition        Report By
 BL0714  HISTORY     - 1949     MONUMENTED       CGS
 BL0714  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0714
 BL0714                          STATION DESCRIPTION
 BL0714
 BL0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0714'3.8 MI NE FROM CAMDEN.
 BL0714'0.1 MILE NORTH ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY EXPRESS CO.
 BL0714'OFFICE AT CAMDEN, THENCE 2.7 MILES NORTHEAST ALONG A DIRT ROAD, THENCE
 BL0714'0.2 MILE WEST ALONG A DIRT ROAD, THENCE 0.8 MILE NORTHWEST ALONG A
 BL0714'DIRT ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING SOUTH AND
 BL0714'NORTHEAST, ABOUT 375.0 FEET NORTHEAST OF A FARMHOUSE, 63.0 FEET
 BL0714'NORTHWEST OF THE CENTER LINE OF THE ROAD, 38.0 FEET NORTH OF THE
 BL0714'CENTER LINE OF A PRIVATE ROAD LEADING WEST, 1.0 FOOT SOUTH OF A FENCE,
 BL0714'1.5 FEET SOUTHEAST OF A REFERENCE POST, 0.4 MILE SOUTH OF U. S.
 BL0714'HIGHWAY NO. 287, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BL0714'ABOVE THE GROOUND.  NOTE-- THIS MARK IS ALSO 2.7 MILES NORTHWEST ALONG
 BL0714'U. S. HIGHWAY NO. 287 FROM THE POST OFFICE AT BARNUM, THENCE 0.4 MILE
 BL0714'SOUTHWESTERLY ALONG A DIRT ROAD.
 BL0714
 BL0714                          STATION RECOVERY (1997)
 BL0714
 BL0714'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0530 ***********************************************************************
 BL0530  DESIGNATION -  A 503
 BL0530  PID         -  BL0530
 BL0530  STATE/COUNTY-  TX/POLK
 BL0530  USGS QUAD   -  CORRIGAN (1984)
 BL0530
 BL0530                         *CURRENT SURVEY CONTROL
 BL0530  ___________________________________________________________________
 BL0530* NAD 83(1986)-  30 55 34.     (N)    094 49 47.     (W)     SCALED    
 BL0530* NAVD 88     -       102.42   (+/-2cm)     336.0    (feet)  VERTCON   
 BL0530  ___________________________________________________________________
 BL0530  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0530
 BL0530  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0530
 BL0530.The horizontal coordinates were scaled from a topographic map and have
 BL0530.an estimated accuracy of +/- 6 seconds.
 BL0530
 BL0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0530.The vertical order pertains to the NGVD 29 superseded value.
 BL0530
 BL0530.The geoid height was determined by GEOID03.
 BL0530
 BL0530;                    North         East    Units  Estimated Accuracy
 BL0530;SPC TX C     - 3,152,620.    1,225,750.      MT  (+/- 180 meters Scaled)
 BL0530
 BL0530                          SUPERSEDED SURVEY CONTROL
 BL0530
 BL0530  NGVD 29 (??/??/92)  102.426  (m)          336.04   (f) ADJ UNCH    2 0
 BL0530
 BL0530.Superseded values are not recommended for survey control.
 BL0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0530.See file dsdata.txt to determine how the superseded data were derived.
 BL0530
 BL0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ251228(NAD 83)
 BL0530_MARKER: DB = BENCH MARK DISK
 BL0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0530_STAMPING: A 503-1949
 BL0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0530+STABILITY: SURFACE MOTION
 BL0530
 BL0530  HISTORY     - Date     Condition        Report By
 BL0530  HISTORY     - 1949     MONUMENTED       CGS
 BL0530  HISTORY     - 1977     GOOD             USGS
 BL0530  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0530  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0530
 BL0530                          STATION DESCRIPTION
 BL0530
 BL0530'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BL0530'0.5 MI N FROM MOSCOW.
 BL0530'0.5 MI. N. ALONG THE SOUTHERN PACIFIC R.R. FROM THE OLD STATION SITE
 BL0530'AT MOSCOW, AT A ROAD CROSSING.  86 FT. S.E. ALONG RD. FROM CENTER OF
 BL0530'TRACKS.  AND 20FT. S. OF CENTER OF ROAD.  A STANDARD TABLET, SET IN
 BL0530'THE TOP OF A CONCRETE POST, LEVEL WITH THE GROUND.  AND LEVEL WITH THE
 BL0530'ROAD AT R.R. CROSSING.
 BL0530
 BL0530                          STATION RECOVERY (1990)
 BL0530
 BL0530'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL0530'MARK NOT FOUND.
 BL0530
 BL0530                          STATION RECOVERY (1997)
 BL0530
 BL0530'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0937 ***********************************************************************
 BY0937  DESIGNATION -  A 504
 BY0937  PID         -  BY0937
 BY0937  STATE/COUNTY-  TX/ANGELINA
 BY0937  USGS QUAD   -  WOLF HILL (1980)
 BY0937
 BY0937                         *CURRENT SURVEY CONTROL
 BY0937  ___________________________________________________________________
 BY0937* NAD 83(1986)-  31 04 01.     (N)    094 33 38.     (W)     SCALED    
 BY0937* NAVD 88     -        37.69   (+/-2cm)     123.7    (feet)  VERTCON   
 BY0937  ___________________________________________________________________
 BY0937  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BY0937
 BY0937  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0937
 BY0937.The horizontal coordinates were scaled from a topographic map and have
 BY0937.an estimated accuracy of +/- 6 seconds.
 BY0937
 BY0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0937.The vertical order pertains to the NGVD 29 superseded value.
 BY0937
 BY0937.The geoid height was determined by GEOID03.
 BY0937
 BY0937;                    North         East    Units  Estimated Accuracy
 BY0937;SPC TX C     - 3,169,520.    1,250,630.      MT  (+/- 180 meters Scaled)
 BY0937
 BY0937                          SUPERSEDED SURVEY CONTROL
 BY0937
 BY0937  NGVD 29 (??/??/92)   37.712  (m)          123.73   (f) ADJ UNCH    2 0
 BY0937
 BY0937.Superseded values are not recommended for survey control.
 BY0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0937.See file dsdata.txt to determine how the superseded data were derived.
 BY0937
 BY0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ511380(NAD 83)
 BY0937_MARKER: DB = BENCH MARK DISK
 BY0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0937_STAMPING: A 504 1949
 BY0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0937+STABILITY: SURFACE MOTION
 BY0937
 BY0937  HISTORY     - Date     Condition        Report By
 BY0937  HISTORY     - 1949     MONUMENTED       CGS
 BY0937
 BY0937                          STATION DESCRIPTION
 BY0937
 BY0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0937'12.6 MI N FROM CHESTER.
 BY0937'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BY0937'THENCE 2.15 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 6.25 MILES
 BY0937'NORTHEAST ALONG A DIRT ROAD, THENCE 2.2 MILES NORTH ALONG THE CARTER
 BY0937'LUMBER TRAM, 0.9 MILE NORTH OF THE TRESTLE OVER THE NECHES RIVER, 153
 BY0937'YARDS NORTH OF THE NORTH END OF A LONG RAILROAD TRESTLE, 20.0 FEET
 BY0937'NORTHEAST OF AN 8 INCH TRIANGULAR BLAZED GUM TREE, 34.5 FEET EAST OF
 BY0937'THE EAST RAIL OF THE TRACK, 34.5 FEET NORTHWEST OF AN 8 INCH
 BY0937'TRIANGULAR BLAZED OAK TREE, 10.0 FEET WEST OF AN 8 INCH TRIANGULAR
 BY0937'BLAZED OAK TREE, 6.0 FEET BELOW TRACK LEVEL, 1.7 FEET NORTH OF A
 BY0937'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 BY0937'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0749 ***********************************************************************
 BL0749  DESIGNATION -  A 505
 BL0749  PID         -  BL0749
 BL0749  STATE/COUNTY-  TX/TYLER
 BL0749  USGS QUAD   -  CHESTER (1984)
 BL0749
 BL0749                         *CURRENT SURVEY CONTROL
 BL0749  ___________________________________________________________________
 BL0749* NAD 83(1986)-  30 52 52.     (N)    094 36 46.     (W)     SCALED    
 BL0749* NAVD 88     -        96.69   (+/-2cm)     317.2    (feet)  VERTCON   
 BL0749  ___________________________________________________________________
 BL0749  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BL0749
 BL0749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0749
 BL0749.The horizontal coordinates were scaled from a topographic map and have
 BL0749.an estimated accuracy of +/- 6 seconds.
 BL0749
 BL0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0749.The vertical order pertains to the NGVD 29 superseded value.
 BL0749
 BL0749.The geoid height was determined by GEOID03.
 BL0749
 BL0749;                    North         East    Units  Estimated Accuracy
 BL0749;SPC TX C     - 3,148,690.    1,246,710.      MT  (+/- 180 meters Scaled)
 BL0749
 BL0749                          SUPERSEDED SURVEY CONTROL
 BL0749
 BL0749  NGVD 29 (??/??/92)   96.689  (m)          317.22   (f) ADJ UNCH    2 0
 BL0749
 BL0749.Superseded values are not recommended for survey control.
 BL0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0749.See file dsdata.txt to determine how the superseded data were derived.
 BL0749
 BL0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ458175(NAD 83)
 BL0749_MARKER: DB = BENCH MARK DISK
 BL0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0749_STAMPING: A 505 1949
 BL0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0749+STABILITY: SURFACE MOTION
 BL0749
 BL0749  HISTORY     - Date     Condition        Report By
 BL0749  HISTORY     - 1949     MONUMENTED       CGS
 BL0749  HISTORY     - 1990     GOOD             USPSQD
 BL0749
 BL0749                          STATION DESCRIPTION
 BL0749
 BL0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0749'4.25 MI SW FROM CHESTER.
 BL0749'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0749'AT CHESTER, THENCE 2.95 MILES SOUTHWEST ALONG A DIRT ROAD, 0.1 MILE
 BL0749'EAST OF A WOODEN BRIDGE, ON THE WEST SLOPE OF A HILL, 33.0 FEET NORTH
 BL0749'OF THE CENTER LINE OF THE ROAD, 43.3 FEET SOUTH OF A 20-INCH PINE WITH
 BL0749'A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 6.8 FEET EAST OF AN
 BL0749'18-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE,
 BL0749'9.1 FEET NORTHWEST OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 BL0749'SOUTH SIDE OF THE TREE, 33.0 FEET SOUTHEAST OF THE CENTER LINE OF A
 BL0749'WOODS ROAD LEADING NORTHEAST INTO THE WOODS, 1.4 FEET SOUTHWEST OF A
 BL0749'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BL0749'ABOVE THE GROUND.
 BL0749
 BL0749                          STATION RECOVERY (1990)
 BL0749
 BL0749'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BL0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0747 ***********************************************************************
 BL0747  DESIGNATION -  A 506
 BL0747  PID         -  BL0747
 BL0747  STATE/COUNTY-  TX/POLK
 BL0747  USGS QUAD   -  CAMDEN (1984)
 BL0747
 BL0747                         *CURRENT SURVEY CONTROL
 BL0747  ___________________________________________________________________
 BL0747* NAD 83(1986)-  30 52 56.     (N)    094 38 11.     (W)     SCALED    
 BL0747* NAVD 88     -        99.79   (+/-2cm)     327.4    (feet)  VERTCON   
 BL0747  ___________________________________________________________________
 BL0747  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0747
 BL0747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0747
 BL0747.The horizontal coordinates were scaled from a topographic map and have
 BL0747.an estimated accuracy of +/- 6 seconds.
 BL0747
 BL0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0747.The vertical order pertains to the NGVD 29 superseded value.
 BL0747
 BL0747.The geoid height was determined by GEOID03.
 BL0747
 BL0747;                    North         East    Units  Estimated Accuracy
 BL0747;SPC TX C     - 3,148,700.    1,244,450.      MT  (+/- 180 meters Scaled)
 BL0747
 BL0747                          SUPERSEDED SURVEY CONTROL
 BL0747
 BL0747  NGVD 29 (??/??/92)   99.793  (m)          327.40   (f) ADJ UNCH    2 0
 BL0747
 BL0747.Superseded values are not recommended for survey control.
 BL0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0747.See file dsdata.txt to determine how the superseded data were derived.
 BL0747
 BL0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ435176(NAD 83)
 BL0747_MARKER: DB = BENCH MARK DISK
 BL0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0747_STAMPING: A 506 1949
 BL0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0747+STABILITY: SURFACE MOTION
 BL0747
 BL0747  HISTORY     - Date     Condition        Report By
 BL0747  HISTORY     - 1949     MONUMENTED       CGS
 BL0747  HISTORY     - 1990     GOOD             USPSQD
 BL0747
 BL0747                          STATION DESCRIPTION
 BL0747
 BL0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0747'6.15 MI SW FROM CHESTER.
 BL0747'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0747'AT CHESTER, THENCE 4.85 MILES SOUTHWEST ALONG A DIRT ROAD, AT A
 BL0747'T-JUNCTION OF DIRT ROADS, 42.0 FEET WEST OF THE CENTER LINE OF THE
 BL0747'NORTH-SOUTH ROAD, 37.0 FEET NORTH OF THE CENTER LINE OF THE ROAD
 BL0747'LEADING WEST, 15.0 FEET NORTHEAST OF A 10-INCH PINE WITH A TRIANGULAR
 BL0747'BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 2.0 FEET NORTHEAST OF A
 BL0747'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0747'ABOVE THE GROUND.
 BL0747
 BL0747                          STATION RECOVERY (1990)
 BL0747
 BL0747'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BL0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0745 ***********************************************************************
 BL0745  DESIGNATION -  A 507
 BL0745  PID         -  BL0745
 BL0745  STATE/COUNTY-  TX/POLK
 BL0745  USGS QUAD   -  HORTENSE (1984)
 BL0745
 BL0745                         *CURRENT SURVEY CONTROL
 BL0745  ___________________________________________________________________
 BL0745* NAD 83(1986)-  30 52 19.     (N)    094 39 16.     (W)     SCALED    
 BL0745* NAVD 88     -        90.08   (+/-2cm)     295.5    (feet)  VERTCON   
 BL0745  ___________________________________________________________________
 BL0745  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL0745
 BL0745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0745
 BL0745.The horizontal coordinates were scaled from a topographic map and have
 BL0745.an estimated accuracy of +/- 6 seconds.
 BL0745
 BL0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0745.The vertical order pertains to the NGVD 29 superseded value.
 BL0745
 BL0745.The geoid height was determined by GEOID03.
 BL0745
 BL0745;                    North         East    Units  Estimated Accuracy
 BL0745;SPC TX C     - 3,147,470.    1,242,780.      MT  (+/- 180 meters Scaled)
 BL0745
 BL0745                          SUPERSEDED SURVEY CONTROL
 BL0745
 BL0745  NGVD 29 (??/??/92)   90.085  (m)          295.55   (f) ADJ UNCH    2 0
 BL0745
 BL0745.Superseded values are not recommended for survey control.
 BL0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0745.See file dsdata.txt to determine how the superseded data were derived.
 BL0745
 BL0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ418165(NAD 83)
 BL0745_MARKER: DB = BENCH MARK DISK
 BL0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0745_STAMPING: A 507 1949
 BL0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0745+STABILITY: SURFACE MOTION
 BL0745
 BL0745  HISTORY     - Date     Condition        Report By
 BL0745  HISTORY     - 1949     MONUMENTED       CGS
 BL0745  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0745
 BL0745                          STATION DESCRIPTION
 BL0745
 BL0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0745'7.55 MI S FROM CHESTER.
 BL0745'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 BL0745'CHESTER, THENCE 6.25 MILES SOUTHWEST ALONG A DIRT ROAD, AT A CREEK,
 BL0745'62.0 FEET EAST OF THE NORTHEAST CORNER OF A WOODEN BRIDGE OVER THE
 BL0745'CREEK, 38.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 23.0 FEET
 BL0745'SOUTH OF THE SOUTH BANK OF THE CREEK, 23.3 FEET EAST OF A 6 INCH
 BL0745'TRIANGULAR BLAZED GUM TREE, 1.1 FEET SOUTH OF A REFERENCE POST, SET IN
 BL0745'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BL0745
 BL0745                          STATION RECOVERY (1990)
 BL0745
 BL0745'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BL0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0434 ***********************************************************************
 BY0434  DESIGNATION -  A 508
 BY0434  PID         -  BY0434
 BY0434  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0434  USGS QUAD   -  HARVEY CREEK (1984)
 BY0434
 BY0434                         *CURRENT SURVEY CONTROL
 BY0434  ___________________________________________________________________
 BY0434* NAD 83(1986)-  31 17 42.     (N)    094 08 18.     (W)     SCALED    
 BY0434* NAVD 88     -        54.10   (+/-2cm)     177.5    (feet)  VERTCON   
 BY0434  ___________________________________________________________________
 BY0434  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BY0434
 BY0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0434
 BY0434.The horizontal coordinates were scaled from a topographic map and have
 BY0434.an estimated accuracy of +/- 6 seconds.
 BY0434
 BY0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0434.The vertical order pertains to the NGVD 29 superseded value.
 BY0434
 BY0434.The geoid height was determined by GEOID03.
 BY0434
 BY0434;                    North         East    Units  Estimated Accuracy
 BY0434;SPC TX C     - 3,196,930.    1,289,450.      MT  (+/- 180 meters Scaled)
 BY0434
 BY0434                          SUPERSEDED SURVEY CONTROL
 BY0434
 BY0434  NGVD 29 (??/??/92)   54.121  (m)          177.56   (f) ADJ UNCH    2 0
 BY0434
 BY0434.Superseded values are not recommended for survey control.
 BY0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0434.See file dsdata.txt to determine how the superseded data were derived.
 BY0434
 BY0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ916628(NAD 83)
 BY0434_MARKER: DB = BENCH MARK DISK
 BY0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0434_STAMPING: A 508 1949
 BY0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0434+STABILITY: SURFACE MOTION
 BY0434
 BY0434  HISTORY     - Date     Condition        Report By
 BY0434  HISTORY     - 1949     MONUMENTED       CGS
 BY0434  HISTORY     - 1952     GOOD             NGS
 BY0434
 BY0434                          STATION DESCRIPTION
 BY0434
 BY0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0434'17.4 MI SW FROM SAN AUGUSTINE.
 BY0434'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0434'SAN AUGUSTINE, THENCE 8.75 MILES SOUTH ALONG FARM ROAD 705, 62 FEET
 BY0434'EAST OF THE CENTER LINE OF THE FARM ROAD, 21 FEET NORTHEAST OF A FENCE
 BY0434'CORNER, 15 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET
 BY0434'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BY0434'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0259 ***********************************************************************
 BY0259  DESIGNATION -  A 509
 BY0259  PID         -  BY0259
 BY0259  STATE/COUNTY-  TX/NACOGDOCHES
 BY0259  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0259
 BY0259                         *CURRENT SURVEY CONTROL
 BY0259  ___________________________________________________________________
 BY0259* NAD 83(1986)-  31 34 17.     (N)    094 19 10.     (W)     SCALED    
 BY0259* NAVD 88     -        84.31   (+/-2cm)     276.6    (feet)  VERTCON   
 BY0259  ___________________________________________________________________
 BY0259  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BY0259
 BY0259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0259
 BY0259.The horizontal coordinates were scaled from a topographic map and have
 BY0259.an estimated accuracy of +/- 6 seconds.
 BY0259
 BY0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0259.The vertical order pertains to the NGVD 29 superseded value.
 BY0259
 BY0259.The geoid height was determined by GEOID03.
 BY0259
 BY0259;                    North         East    Units  Estimated Accuracy
 BY0259;SPC TX C     - 3,226,580.    1,270,580.      MT  (+/- 180 meters Scaled)
 BY0259
 BY0259                          SUPERSEDED SURVEY CONTROL
 BY0259
 BY0259  NGVD 29 (??/??/92)   84.351  (m)          276.74   (f) ADJ UNCH    2 0
 BY0259
 BY0259.Superseded values are not recommended for survey control.
 BY0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0259.See file dsdata.txt to determine how the superseded data were derived.
 BY0259
 BY0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ747936(NAD 83)
 BY0259_MARKER: DB = BENCH MARK DISK
 BY0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0259_STAMPING: A 509 1949
 BY0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0259+STABILITY: SURFACE MOTION
 BY0259
 BY0259  HISTORY     - Date     Condition        Report By
 BY0259  HISTORY     - 1949     MONUMENTED       CGS
 BY0259  HISTORY     - 1980     GOOD             USGS
 BY0259
 BY0259                          STATION DESCRIPTION
 BY0259
 BY0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0259'2.95 MI NE FROM ATTOYAC.
 BY0259'1.85 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0259'ATTOYAC, THENCE 0.55 MILE SOUTHEAST ALONG A PRIVATE ROAD, THENCE 0.55
 BY0259'MILE EAST ALONG A DIRT ROAD, AT A VACANT FARM HOUSE, 46.0 FEET SOUTH
 BY0259'OF THE SOUTH CORNER OF THE HOUSE, 32.0 FEET SOUTH OF THE CENTER LINE
 BY0259'OF THE ROAD, 12.6 FEET NORTH OF A 30-INCH GUM TREE, 1.2 FEET SOUTH OF
 BY0259'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0259'FOOT ABOVE THE GROUND.
 BY0259
 BY0259                          STATION RECOVERY (1980)
 BY0259
 BY0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0259'1.85 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE FULLER GROCERY
 BY0259'STORE AT ATTOYAC, THENCE 0.55 MILE SOUTHEAST ALONG A PRIVATE ROAD,
 BY0259'THENCE 0.55 MILE EAST ALONG A DIRT ROAD, 32 FEET SOUTH OF THE CENTER
 BY0259'LINE OF THE ROAD, 215 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BY0259'BARN, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE
 BY0259'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0032 ***********************************************************************
 AN0032  DESIGNATION -  A 51
 AN0032  PID         -  AN0032
 AN0032  STATE/COUNTY-  TX/MATAGORDA
 AN0032  USGS QUAD   -  BLESSING (1995)
 AN0032
 AN0032                         *CURRENT SURVEY CONTROL
 AN0032  ___________________________________________________________________
 AN0032* NAD 83(1986)-  28 52 17.     (N)    096 13 17.     (W)     SCALED    
 AN0032* NAVD 88     -        13.17   (+/-2cm)      43.2    (feet)  VERTCON   
 AN0032  ___________________________________________________________________
 AN0032  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN0032  OBS GRAVITY -     979,224.7   (mgal)                       GRAV_OBS
 AN0032
 AN0032  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0032
 AN0032.The horizontal coordinates were scaled from a topographic map and have
 AN0032.an estimated accuracy of +/- 6 seconds.
 AN0032
 AN0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0032.The vertical order pertains to the NGVD 29 superseded value.
 AN0032
 AN0032.The geoid height was determined by GEOID03.
 AN0032.The observed gravity was obtained from relative gravimeter ties
 AN0032.to the IGSN71 gravity network.
 AN0032
 AN0032;                    North         East    Units  Estimated Accuracy
 AN0032;SPC TXSC     - 4,118,270.      871,030.      MT  (+/- 180 meters Scaled)
 AN0032
 AN0032                          SUPERSEDED SURVEY CONTROL
 AN0032
 AN0032  NGVD 29 (??/??/92)   13.215  (m)           43.36   (f) ADJ UNCH    1 1
 AN0032
 AN0032.Superseded values are not recommended for survey control.
 AN0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0032.See file dsdata.txt to determine how the superseded data were derived.
 AN0032
 AN0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS710969(NAD 83)
 AN0032_MARKER: DB = BENCH MARK DISK
 AN0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0032_SP_SET: BUILDING
 AN0032_STAMPING: A 51 1918 ELEV. 44.587 FT.
 AN0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0032+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AN0032
 AN0032  HISTORY     - Date     Condition        Report By
 AN0032  HISTORY     - 1918     MONUMENTED       CGS
 AN0032  HISTORY     - 1972     GOOD             NGS
 AN0032  HISTORY     - 1978     GOOD             NGS
 AN0032  HISTORY     - 1991     GOOD             USPSQD
 AN0032  HISTORY     - 20060312 GOOD             USPSQD
 AN0032
 AN0032                          STATION DESCRIPTION
 AN0032
 AN0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0032'IN BLESSING.
 AN0032'AT BLESSING, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF AVENUE B
 AN0032'AND 10TH STREET, 0.2 MILE WEST OF THE CITY WATER TOWER, SET VERTICALLY
 AN0032'IN THE WEST FACE OF A BRICK BUILDING (FORMER POST OFFICE BUILDING),
 AN0032'3.6 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 4.7 FEET ABOVE
 AN0032'THE SIDEWALK.
 AN0032
 AN0032                          STATION RECOVERY (1978)
 AN0032
 AN0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0032'RECOVERED IN GOOD CONDITION.
 AN0032
 AN0032                          STATION RECOVERY (1991)
 AN0032
 AN0032'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0032'RECOVERED IN GOOD CONDITION.
 AN0032
 AN0032                          STATION RECOVERY (2006)
 AN0032
 AN0032'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0032'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0421 ***********************************************************************
 AY0421  DESIGNATION -  A 510
 AY0421  PID         -  AY0421
 AY0421  STATE/COUNTY-  TX/BEXAR
 AY0421  USGS QUAD   -  SOUTHTON (1992)
 AY0421
 AY0421                         *CURRENT SURVEY CONTROL
 AY0421  ___________________________________________________________________
 AY0421* NAD 83(1986)-  29 19 31.     (N)    098 24 56.     (W)     SCALED    
 AY0421* NAVD 88     -       166.138  (meters)     545.07   (feet)  ADJUSTED  
 AY0421  ___________________________________________________________________
 AY0421  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AY0421  DYNAMIC HT  -         165.897 (meters)     544.28  (feet)  COMP
 AY0421  MODELED GRAV-     979,190.5   (mgal)                       NAVD 88
 AY0421
 AY0421  VERT ORDER  -  FIRST     CLASS II
 AY0421
 AY0421.The horizontal coordinates were scaled from a topographic map and have
 AY0421.an estimated accuracy of +/- 6 seconds.
 AY0421
 AY0421.The orthometric height was determined by differential leveling
 AY0421.and adjusted by the National Geodetic Survey in June 1991..
 AY0421
 AY0421.The geoid height was determined by GEOID03.
 AY0421
 AY0421.The dynamic height is computed by dividing the NAVD 88
 AY0421.geopotential number by the normal gravity value computed on the
 AY0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0421.degrees latitude (g = 980.6199 gals.).
 AY0421
 AY0421.The modeled gravity was interpolated from observed gravity values.
 AY0421
 AY0421;                    North         East    Units  Estimated Accuracy
 AY0421;SPC TXSC     - 4,165,490.      656,760.      MT  (+/- 180 meters Scaled)
 AY0421
 AY0421                          SUPERSEDED SURVEY CONTROL
 AY0421
 AY0421  NGVD 29 (??/??/92)  166.045  (m)          544.77   (f) ADJ UNCH    1 2
 AY0421
 AY0421.Superseded values are not recommended for survey control.
 AY0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0421.See file dsdata.txt to determine how the superseded data were derived.
 AY0421
 AY0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT567441(NAD 83)
 AY0421_MARKER: DB = BENCH MARK DISK
 AY0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0421_STAMPING: A 510 1953
 AY0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0421+STABILITY: SURFACE MOTION
 AY0421
 AY0421  HISTORY     - Date     Condition        Report By
 AY0421  HISTORY     - 1953     MONUMENTED       CGS
 AY0421  HISTORY     - 19950626 GOOD             USPSQD
 AY0421
 AY0421                          STATION DESCRIPTION
 AY0421
 AY0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0421'IN SAN ANTONIO.
 AY0421'AT SAN ANTONIO, 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 181 FROM ITS
 AY0421'JUNCTION WITH LOOP 13, THENCE 1.0 MILE EAST ALONG AN OILED ROAD, ON
 AY0421'THE OUTSIDE OF A CURVE IN THE ROAD, 36 FEET SOUTH OF THE CENTER LINE
 AY0421'OF THE ROAD, 8 FEET NORTHWEST OF A POWER POLE, 3.5 FEET NORTH OF A
 AY0421'FENCE, 2.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AY0421'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0421
 AY0421                          STATION RECOVERY (1995)
 AY0421
 AY0421'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0196 ***********************************************************************
 GL0196  DESIGNATION -  A 512
 GL0196  PID         -  GL0196
 GL0196  STATE/COUNTY-  TX/SHERMAN
 GL0196  USGS QUAD   -  STRATFORD (1964)
 GL0196
 GL0196                         *CURRENT SURVEY CONTROL
 GL0196  ___________________________________________________________________
 GL0196* NAD 83(1986)-  36 16 12.     (N)    102 06 57.     (W)     SCALED    
 GL0196* NAVD 88     -      1127.890  (meters)    3700.42   (feet)  ADJUSTED  
 GL0196  ___________________________________________________________________
 GL0196  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 GL0196  DYNAMIC HT  -        1126.634 (meters)    3696.30  (feet)  COMP
 GL0196  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 GL0196
 GL0196  VERT ORDER  -  SECOND    CLASS 0
 GL0196
 GL0196.The horizontal coordinates were scaled from a topographic map and have
 GL0196.an estimated accuracy of +/- 6 seconds.
 GL0196
 GL0196.The orthometric height was determined by differential leveling
 GL0196.and adjusted by the National Geodetic Survey in June 1991..
 GL0196
 GL0196.The geoid height was determined by GEOID03.
 GL0196
 GL0196.The dynamic height is computed by dividing the NAVD 88
 GL0196.geopotential number by the normal gravity value computed on the
 GL0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0196.degrees latitude (g = 980.6199 gals.).
 GL0196
 GL0196.The modeled gravity was interpolated from observed gravity values.
 GL0196
 GL0196;                    North         East    Units  Estimated Accuracy
 GL0196;SPC TX N     - 1,252,010.      144,660.      MT  (+/- 180 meters Scaled)
 GL0196
 GL0196                          SUPERSEDED SURVEY CONTROL
 GL0196
 GL0196.No superseded survey control is available for this station.
 GL0196
 GL0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA590177(NAD 83)
 GL0196_MARKER: DB = BENCH MARK DISK
 GL0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0196_STAMPING: A 512 1935
 GL0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0196+STABILITY: SURFACE MOTION
 GL0196
 GL0196  HISTORY     - Date     Condition        Report By
 GL0196  HISTORY     - 1935     MONUMENTED       CGS
 GL0196  HISTORY     - 1952     GOOD             NGS
 GL0196
 GL0196                          STATION DESCRIPTION
 GL0196
 GL0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0196'8.5 MI SW FROM STRATFORD.
 GL0196'4.65 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 GL0196'HIGHWAY 54 AT STRATFORD, THENCE 0.85 MILE WEST ALONG A GRADED DIRT
 GL0196'ROAD, THENCE 3.0 MILES WEST ALONG A TRACK ROAD, 0.4 MILE WEST OF A
 GL0196'SMALL FARMHOUSE, 41 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 GL0196'ROAD, 15 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING EAST, 9
 GL0196'FEET WEST OF A TELEPHONE POLE, 2 FEET WEST OF A WITNESS POST, SET IN
 GL0196'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0066 ***********************************************************************
 GL0066  DESIGNATION -  A 513
 GL0066  PID         -  GL0066
 GL0066  STATE/COUNTY-  TX/HARTLEY
 GL0066  USGS QUAD   -  WILCO (1965)
 GL0066
 GL0066                         *CURRENT SURVEY CONTROL
 GL0066  ___________________________________________________________________
 GL0066* NAD 83(1986)-  36 01 34.     (N)    102 19 13.     (W)     SCALED    
 GL0066* NAVD 88     -      1189.873  (meters)    3903.78   (feet)  ADJUSTED  
 GL0066  ___________________________________________________________________
 GL0066  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 GL0066  DYNAMIC HT  -        1188.495 (meters)    3899.25  (feet)  COMP
 GL0066  MODELED GRAV-     979,433.8   (mgal)                       NAVD 88
 GL0066
 GL0066  VERT ORDER  -  SECOND    CLASS 0
 GL0066
 GL0066.The horizontal coordinates were scaled from a topographic map and have
 GL0066.an estimated accuracy of +/- 6 seconds.
 GL0066
 GL0066.The orthometric height was determined by differential leveling
 GL0066.and adjusted by the National Geodetic Survey in June 1991..
 GL0066
 GL0066.The geoid height was determined by GEOID03.
 GL0066
 GL0066.The dynamic height is computed by dividing the NAVD 88
 GL0066.geopotential number by the normal gravity value computed on the
 GL0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0066.degrees latitude (g = 980.6199 gals.).
 GL0066
 GL0066.The modeled gravity was interpolated from observed gravity values.
 GL0066
 GL0066;                    North         East    Units  Estimated Accuracy
 GL0066;SPC TX N     - 1,225,080.      126,070.      MT  (+/- 180 meters Scaled)
 GL0066
 GL0066                          SUPERSEDED SURVEY CONTROL
 GL0066
 GL0066.No superseded survey control is available for this station.
 GL0066
 GL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV414901(NAD 83)
 GL0066_MARKER: DB = BENCH MARK DISK
 GL0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0066_STAMPING: A 513 1935
 GL0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0066+STABILITY: SURFACE MOTION
 GL0066
 GL0066  HISTORY     - Date     Condition        Report By
 GL0066  HISTORY     - 1935     MONUMENTED       CGS
 GL0066  HISTORY     - 1943     GOOD             NGS
 GL0066  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0066
 GL0066                          STATION DESCRIPTION
 GL0066
 GL0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0066'12.8 MI E FROM DALHART.
 GL0066'12.8 MILES EAST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0066'DALHART.  SET IN THE SOUTHEAST QUARTER OF A ROAD CROSSING.  130 FEET
 GL0066'SOUTHEAST OF THE CENTERLINE OF THE CROSSING, 70 FEET WEST OF MILE POST
 GL0066'NUMBER 47.26, 1.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 1.0 FOOT NORTH
 GL0066'OF THE REFERENCE POST.  NOTE-- RAILROAD HAS BEEN REMOVED.  A PRIVATE
 GL0066'ROAD IS NOW ON THE GRADE AND ONE BRANCH FORKS OFF INTO THE FIELD AT
 GL0066'THIS POINT.  THE FENCE IS ALSO GONE.
 GL0066
 GL0066                          STATION RECOVERY (1965)
 GL0066
 GL0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0657 ***********************************************************************
 GK0657  DESIGNATION -  A 514
 GK0657  PID         -  GK0657
 GK0657  STATE/COUNTY-  TX/HUTCHINSON
 GK0657  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0657
 GK0657                         *CURRENT SURVEY CONTROL
 GK0657  ___________________________________________________________________
 GK0657* NAD 83(1986)-  36 02 16.     (N)    101 38 59.     (W)     SCALED    
 GK0657* NAVD 88     -      1023.352  (meters)    3357.45   (feet)  ADJUSTED  
 GK0657  ___________________________________________________________________
 GK0657  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 GK0657  DYNAMIC HT  -        1022.206 (meters)    3353.69  (feet)  COMP
 GK0657  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 GK0657
 GK0657  VERT ORDER  -  SECOND    CLASS 0
 GK0657
 GK0657.The horizontal coordinates were scaled from a topographic map and have
 GK0657.an estimated accuracy of +/- 6 seconds.
 GK0657
 GK0657.The orthometric height was determined by differential leveling
 GK0657.and adjusted by the National Geodetic Survey in June 1991..
 GK0657
 GK0657.The geoid height was determined by GEOID03.
 GK0657
 GK0657.The dynamic height is computed by dividing the NAVD 88
 GK0657.geopotential number by the normal gravity value computed on the
 GK0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0657.degrees latitude (g = 980.6199 gals.).
 GK0657
 GK0657.The modeled gravity was interpolated from observed gravity values.
 GK0657
 GK0657;                    North         East    Units  Estimated Accuracy
 GK0657;SPC TX N     - 1,226,080.      186,510.      MT  (+/- 180 meters Scaled)
 GK0657
 GK0657                          SUPERSEDED SURVEY CONTROL
 GK0657
 GK0657  NGVD 29 (??/??/92) 1022.862  (m)         3355.84   (f) ADJ UNCH    2 0
 GK0657
 GK0657.Superseded values are not recommended for survey control.
 GK0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0657.See file dsdata.txt to determine how the superseded data were derived.
 GK0657
 GK0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE612913(NAD 83)
 GK0657_MARKER: DB = BENCH MARK DISK
 GK0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0657_STAMPING: A-514 1935
 GK0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0657+STABILITY: SURFACE MOTION
 GK0657
 GK0657  HISTORY     - Date     Condition        Report By
 GK0657  HISTORY     - 1935     MONUMENTED       CGS
 GK0657  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0657
 GK0657                          STATION DESCRIPTION
 GK0657
 GK0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0657'11.65 MI SW FROM MORSE.
 GK0657'TO REACH BENCHMARK FROM AT AND SF DEPOT GO 1.6 MILES SOUTH ALONG AT
 GK0657'AND SF RAILROAD, THENCE 10.05 MILES WEST ALONG RI RAILROAD. BENCHMARK
 GK0657'IS 11 RAIL LENGTHS WEST OF MILE POST NO 10.  54.0 FEET SOUTH OF SOUTH
 GK0657'RAIL.  29.0 FEET EAST OF CENTER-LINE OF MORSE-SUNRAY ROAD. 3.3 FEET
 GK0657'SOUTH OF CORNER POST OF RIGHT-OF-WAY FENCE.
 GK0657
 GK0657                          STATION RECOVERY (1971)
 GK0657
 GK0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GK0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0364 ***********************************************************************
 GK0364  DESIGNATION -  A 515
 GK0364  PID         -  GK0364
 GK0364  STATE/COUNTY-  TX/HANSFORD
 GK0364  USGS QUAD   -  SPEARMAN (1974)
 GK0364
 GK0364                         *CURRENT SURVEY CONTROL
 GK0364  ___________________________________________________________________
 GK0364* NAD 83(1986)-  36 11 52.     (N)    101 09 51.     (W)     SCALED    
 GK0364* NAVD 88     -       942.904  (meters)    3093.51   (feet)  ADJUSTED  
 GK0364  ___________________________________________________________________
 GK0364  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 GK0364  DYNAMIC HT  -         941.889 (meters)    3090.18  (feet)  COMP
 GK0364  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 GK0364
 GK0364  VERT ORDER  -  SECOND    CLASS 0
 GK0364
 GK0364.The horizontal coordinates were scaled from a topographic map and have
 GK0364.an estimated accuracy of +/- 6 seconds.
 GK0364
 GK0364.The orthometric height was determined by differential leveling
 GK0364.and adjusted by the National Geodetic Survey in June 1991..
 GK0364
 GK0364.The geoid height was determined by GEOID03.
 GK0364
 GK0364.The dynamic height is computed by dividing the NAVD 88
 GK0364.geopotential number by the normal gravity value computed on the
 GK0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0364.degrees latitude (g = 980.6199 gals.).
 GK0364
 GK0364.The modeled gravity was interpolated from observed gravity values.
 GK0364
 GK0364;                    North         East    Units  Estimated Accuracy
 GK0364;SPC TX N     - 1,243,880.      230,200.      MT  (+/- 180 meters Scaled)
 GK0364
 GK0364                          SUPERSEDED SURVEY CONTROL
 GK0364
 GK0364  NGVD 29 (??/??/92)  942.472  (m)         3092.09   (f) ADJ UNCH    2 0
 GK0364
 GK0364.Superseded values are not recommended for survey control.
 GK0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0364.See file dsdata.txt to determine how the superseded data were derived.
 GK0364
 GK0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF054080(NAD 83)
 GK0364_MARKER: DB = BENCH MARK DISK
 GK0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0364_STAMPING: A-515 1935
 GK0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0364+STABILITY: SURFACE MOTION
 GK0364
 GK0364  HISTORY     - Date     Condition        Report By
 GK0364  HISTORY     - 1935     MONUMENTED       CGS
 GK0364  HISTORY     - 1962     MARK NOT FOUND   USGS
 GK0364
 GK0364                          STATION DESCRIPTION
 GK0364
 GK0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0364'1.3 MI E FROM SPEARMAN.
 GK0364'TO REACH BENCHMARK FROM COURT HOUSE GO 1.3 MILES EAST ALONG GRADED
 GK0364'ROAD.  BENCHMARK IS JUST NORTH OF FARM HOUSE.  128.6 FEET NORTH OF
 GK0364'NORTHEAST CORNER OF HOUSE.  38.2 FEET SOUTH OF CENTER-LINE OF ROAD.
 GK0364'49.1 FEET EAST OF CENTER-LINE OF DRIVEWAY.  3.8 FEET NORTH OF FENCE.
 GK0364
 GK0364                          STATION RECOVERY (1962)
 GK0364
 GK0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GK0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0222 ***********************************************************************
 GL0222  DESIGNATION -  A 517
 GL0222  PID         -  GL0222
 GL0222  STATE/COUNTY-  TX/SHERMAN
 GL0222  USGS QUAD   -  LAUTZ (1965)
 GL0222
 GL0222                         *CURRENT SURVEY CONTROL
 GL0222  ___________________________________________________________________
 GL0222* NAD 83(1986)-  36 10 27.     (N)    102 01 48.     (W)     SCALED    
 GL0222* NAVD 88     -      1099.129  (meters)    3606.06   (feet)  ADJUSTED  
 GL0222  ___________________________________________________________________
 GL0222  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 GL0222  DYNAMIC HT  -        1097.899 (meters)    3602.02  (feet)  COMP
 GL0222  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 GL0222
 GL0222  VERT ORDER  -  SECOND    CLASS 0
 GL0222
 GL0222.The horizontal coordinates were scaled from a topographic map and have
 GL0222.an estimated accuracy of +/- 6 seconds.
 GL0222
 GL0222.The orthometric height was determined by differential leveling
 GL0222.and adjusted by the National Geodetic Survey in June 1991..
 GL0222
 GL0222.The geoid height was determined by GEOID03.
 GL0222
 GL0222.The dynamic height is computed by dividing the NAVD 88
 GL0222.geopotential number by the normal gravity value computed on the
 GL0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0222.degrees latitude (g = 980.6199 gals.).
 GL0222
 GL0222.The modeled gravity was interpolated from observed gravity values.
 GL0222
 GL0222;                    North         East    Units  Estimated Accuracy
 GL0222;SPC TX N     - 1,241,330.      152,320.      MT  (+/- 180 meters Scaled)
 GL0222
 GL0222                          SUPERSEDED SURVEY CONTROL
 GL0222
 GL0222.No superseded survey control is available for this station.
 GL0222
 GL0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA671073(NAD 83)
 GL0222_MARKER: DB = BENCH MARK DISK
 GL0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0222_STAMPING: A 517 1935
 GL0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0222+STABILITY: SURFACE MOTION
 GL0222
 GL0222  HISTORY     - Date     Condition        Report By
 GL0222  HISTORY     - 1935     MONUMENTED       CGS
 GL0222  HISTORY     - 1943     GOOD             NGS
 GL0222
 GL0222                          STATION DESCRIPTION
 GL0222
 GL0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0222'11.9 MI S FROM STRATFORD.
 GL0222'THIS MARK IS ABOUT 11.9 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM
 GL0222'THE STATION AT STRATFORD, SHERMAN COUNTY, 0.1 MILE NORTH OF MILEPOST
 GL0222'74, 3.0 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 325.0 FEET NORTH OF
 GL0222'A CORNER FENCE POST, 97.0 FEET WEST OF THE WEST RAIL, PROJECTING ABOUT
 GL0222'2-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHEAST OF A WHITE REFERENCE
 GL0222'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0746 ***********************************************************************
 FL0746  DESIGNATION -  A 519
 FL0746  PID         -  FL0746
 FL0746  STATE/COUNTY-  TX/HUTCHINSON
 FL0746  USGS QUAD   -  PRINGLE (1978)
 FL0746
 FL0746                         *CURRENT SURVEY CONTROL
 FL0746  ___________________________________________________________________
 FL0746* NAD 83(1986)-  35 54 43.     (N)    101 24 52.     (W)     SCALED    
 FL0746* NAVD 88     -      1005.223  (meters)    3297.97   (feet)  ADJUSTED  
 FL0746  ___________________________________________________________________
 FL0746  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FL0746  DYNAMIC HT  -        1004.096 (meters)    3294.27  (feet)  COMP
 FL0746  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 FL0746
 FL0746  VERT ORDER  -  SECOND    CLASS 0
 FL0746
 FL0746.The horizontal coordinates were scaled from a topographic map and have
 FL0746.an estimated accuracy of +/- 6 seconds.
 FL0746
 FL0746.The orthometric height was determined by differential leveling
 FL0746.and adjusted by the National Geodetic Survey in June 1991..
 FL0746
 FL0746.The geoid height was determined by GEOID03.
 FL0746
 FL0746.The dynamic height is computed by dividing the NAVD 88
 FL0746.geopotential number by the normal gravity value computed on the
 FL0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0746.degrees latitude (g = 980.6199 gals.).
 FL0746
 FL0746.The modeled gravity was interpolated from observed gravity values.
 FL0746
 FL0746;                    North         East    Units  Estimated Accuracy
 FL0746;SPC TX N     - 1,212,110.      207,720.      MT  (+/- 180 meters Scaled)
 FL0746
 FL0746                          SUPERSEDED SURVEY CONTROL
 FL0746
 FL0746  NGVD 29 (??/??/92) 1004.751  (m)         3296.42   (f) ADJ UNCH    2 0
 FL0746
 FL0746.Superseded values are not recommended for survey control.
 FL0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0746.See file dsdata.txt to determine how the superseded data were derived.
 FL0746
 FL0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE821768(NAD 83)
 FL0746_MARKER: DB = BENCH MARK DISK
 FL0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0746_STAMPING: A 519 1935
 FL0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0746+STABILITY: SURFACE MOTION
 FL0746
 FL0746  HISTORY     - Date     Condition        Report By
 FL0746  HISTORY     - 1935     MONUMENTED       CGS
 FL0746  HISTORY     - 1953     GOOD             USGS
 FL0746
 FL0746                          STATION DESCRIPTION
 FL0746
 FL0746'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0746'6.5 MI NE FROM STINNETT.
 FL0746'6.5 MILES NORTHEAST ALONG THE 1935 ROUTE OF STATE HIGHWAY 117 FROM THE
 FL0746'COUNTY COURTHOUSE AT STINNETT 2.3 MILES NORTHEAST OF THE DIVERGENCE OF
 FL0746'THE HIGHWAY FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 0.05
 FL0746'MILE NORTHEAST OF THE CENTER OF THE JUNCTION OF A NORTH-AND-SOUTH
 FL0746'GRADED ROAD, 48.4 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 24.3
 FL0746'FEET SOUTH OF A CATTLE GUARD ON A ROAD LEADING TO A RANCH HOUSE. A
 FL0746'STANDARD DISK, STAMPED A 519 1935 AND SET IN THE TOP OF A CONCRETE
 FL0746'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1190 ***********************************************************************
 AY1190  DESIGNATION -  A 520
 AY1190  PID         -  AY1190
 AY1190  STATE/COUNTY-  TX/BANDERA
 AY1190  USGS QUAD   -  TARPLEY (1964)
 AY1190
 AY1190                         *CURRENT SURVEY CONTROL
 AY1190  ___________________________________________________________________
 AY1190* NAD 83(1986)-  29 38 41.     (N)    099 16 07.     (W)     SCALED    
 AY1190* NAVD 88     -       396.686  (meters)    1301.46   (feet)  POSTED    
 AY1190  ___________________________________________________________________
 AY1190  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 AY1190  DYNAMIC HT  -         396.100 (meters)    1299.54  (feet)  COMP
 AY1190  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 AY1190
 AY1190  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1190
 AY1190.The horizontal coordinates were scaled from a topographic map and have
 AY1190.an estimated accuracy of +/- 6 seconds.
 AY1190
 AY1190.The orthometric height was determined by differential leveling
 AY1190.and adjusted by the National Geodetic Survey in 1992..
 AY1190.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1190.rate of 0.0 thru 1.0 mm/km.
 AY1190
 AY1190.The geoid height was determined by GEOID03.
 AY1190
 AY1190.The dynamic height is computed by dividing the NAVD 88
 AY1190.geopotential number by the normal gravity value computed on the
 AY1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1190.degrees latitude (g = 980.6199 gals.).
 AY1190
 AY1190.The modeled gravity was interpolated from observed gravity values.
 AY1190
 AY1190;                    North         East    Units  Estimated Accuracy
 AY1190;SPC TXSC     - 4,200,780.      573,990.      MT  (+/- 180 meters Scaled)
 AY1190
 AY1190                          SUPERSEDED SURVEY CONTROL
 AY1190
 AY1190  NGVD 29 (??/??/92)  396.548  (m)         1301.01   (f) ADJ UNCH    2 0
 AY1190
 AY1190.Superseded values are not recommended for survey control.
 AY1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1190.See file dsdata.txt to determine how the superseded data were derived.
 AY1190
 AY1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT740794(NAD 83)
 AY1190_MARKER: DB = BENCH MARK DISK
 AY1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1190_STAMPING: A 520-1953
 AY1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1190+STABILITY: SURFACE MOTION
 AY1190
 AY1190  HISTORY     - Date     Condition        Report By
 AY1190  HISTORY     - 1953     MONUMENTED       CGS
 AY1190  HISTORY     - 19931201 GOOD             USPSQD
 AY1190
 AY1190                          STATION DESCRIPTION
 AY1190
 AY1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1190'0.95 MI SE FROM TARPLEY.
 AY1190'0.95 MILE SOUTHEAST ALONG FARM ROAD 1888 FROM THE POST OFFICE AT
 AY1190'TARPLEY, 145 FEET EAST OF THE CENTER LINE OF THE OLD ROAD, 41 FEET
 AY1190'WEST OF THE CENTER LINE OF THE FARM ROAD, 8 FEET SOUTH OF A FENCE
 AY1190'CORNER, 1.5 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST,
 AY1190'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AY1190'GROUND.
 AY1190
 AY1190                          STATION RECOVERY (1993)
 AY1190
 AY1190'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0087 ***********************************************************************
 FM0087  DESIGNATION -  A 522
 FM0087  PID         -  FM0087
 FM0087  STATE/COUNTY-  TX/HARTLEY
 FM0087  USGS QUAD   -  HARTLEY (1973)
 FM0087
 FM0087                         *CURRENT SURVEY CONTROL
 FM0087  ___________________________________________________________________
 FM0087* NAD 83(1986)-  35 54 36.     (N)    102 24 23.     (W)     SCALED    
 FM0087* NAVD 88     -      1196.738  (meters)    3926.30   (feet)  ADJUSTED  
 FM0087  ___________________________________________________________________
 FM0087  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 FM0087  DYNAMIC HT  -        1195.334 (meters)    3921.69  (feet)  COMP
 FM0087  MODELED GRAV-     979,418.7   (mgal)                       NAVD 88
 FM0087
 FM0087  VERT ORDER  -  SECOND    CLASS 0
 FM0087
 FM0087.The horizontal coordinates were scaled from a topographic map and have
 FM0087.an estimated accuracy of +/- 6 seconds.
 FM0087
 FM0087.The orthometric height was determined by differential leveling
 FM0087.and adjusted by the National Geodetic Survey in June 1991..
 FM0087
 FM0087.The geoid height was determined by GEOID03.
 FM0087
 FM0087.The dynamic height is computed by dividing the NAVD 88
 FM0087.geopotential number by the normal gravity value computed on the
 FM0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0087.degrees latitude (g = 980.6199 gals.).
 FM0087
 FM0087.The modeled gravity was interpolated from observed gravity values.
 FM0087
 FM0087;                    North         East    Units  Estimated Accuracy
 FM0087;SPC TX N     - 1,212,270.      118,190.      MT  (+/- 180 meters Scaled)
 FM0087
 FM0087                          SUPERSEDED SURVEY CONTROL
 FM0087
 FM0087  NGVD 29 (??/??/92) 1196.165  (m)         3924.42   (f) ADJ UNCH    2 0
 FM0087
 FM0087.Superseded values are not recommended for survey control.
 FM0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0087.See file dsdata.txt to determine how the superseded data were derived.
 FM0087
 FM0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV340770(NAD 83)
 FM0087_MARKER: DB = BENCH MARK DISK
 FM0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0087_STAMPING: A 522 1935
 FM0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0087+STABILITY: SURFACE MOTION
 FM0087
 FM0087  HISTORY     - Date     Condition        Report By
 FM0087  HISTORY     - 1935     MONUMENTED       CGS
 FM0087  HISTORY     - 1952     GOOD             NGS
 FM0087  HISTORY     - 1973     MARK NOT FOUND   USGS
 FM0087
 FM0087                          STATION DESCRIPTION
 FM0087
 FM0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0087'1.7 MI NW FROM HARTLEY.
 FM0087'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 FM0087'HARTLEY, THENCE 0.5 MILE NORTH ALONG A GRADED DIRT ROAD, 0.2 MILE WEST
 FM0087'OF A SMALL FARMHOUSE, 85 FEET NORTH OF THE CENTER OF A WIRE GATE, 30
 FM0087'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 3.3 FEET SOUTH
 FM0087'OF A FENCE LEADING EAST, 2.8 FEET EAST OF A NORTH AND SOUTH FENCE, 2
 FM0087'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FM0087'IS 1.0 FOOT BELOW THE TOP OF THE GROUND.
 FM0087
 FM0087                          STATION RECOVERY (1973)
 FM0087
 FM0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FM0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0740 ***********************************************************************
 FL0740  DESIGNATION -  A 524
 FL0740  PID         -  FL0740
 FL0740  STATE/COUNTY-  TX/HUTCHINSON
 FL0740  USGS QUAD   -  ADOBE CREEK (1971)
 FL0740
 FL0740                         *CURRENT SURVEY CONTROL
 FL0740  ___________________________________________________________________
 FL0740* NAD 83(1986)-  35 56 10.     (N)    101 12 35.     (W)     SCALED    
 FL0740* NAVD 88     -       926.564  (meters)    3039.90   (feet)  ADJUSTED  
 FL0740  ___________________________________________________________________
 FL0740  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 FL0740  DYNAMIC HT  -         925.547 (meters)    3036.57  (feet)  COMP
 FL0740  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 FL0740
 FL0740  VERT ORDER  -  SECOND    CLASS 0
 FL0740
 FL0740.The horizontal coordinates were scaled from a topographic map and have
 FL0740.an estimated accuracy of +/- 6 seconds.
 FL0740
 FL0740.The orthometric height was determined by differential leveling
 FL0740.and adjusted by the National Geodetic Survey in June 1991..
 FL0740
 FL0740.The geoid height was determined by GEOID03.
 FL0740
 FL0740.The dynamic height is computed by dividing the NAVD 88
 FL0740.geopotential number by the normal gravity value computed on the
 FL0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0740.degrees latitude (g = 980.6199 gals.).
 FL0740
 FL0740.The modeled gravity was interpolated from observed gravity values.
 FL0740
 FL0740;                    North         East    Units  Estimated Accuracy
 FL0740;SPC TX N     - 1,214,830.      226,190.      MT  (+/- 180 meters Scaled)
 FL0740
 FL0740                          SUPERSEDED SURVEY CONTROL
 FL0740
 FL0740  NGVD 29 (??/??/92)  926.133  (m)         3038.49   (f) ADJ UNCH    2 0
 FL0740
 FL0740.Superseded values are not recommended for survey control.
 FL0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0740.See file dsdata.txt to determine how the superseded data were derived.
 FL0740
 FL0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE006791(NAD 83)
 FL0740_MARKER: DB = BENCH MARK DISK
 FL0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0740_STAMPING: A 524 1935
 FL0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0740+STABILITY: SURFACE MOTION
 FL0740
 FL0740  HISTORY     - Date     Condition        Report By
 FL0740  HISTORY     - 1935     MONUMENTED       CGS
 FL0740  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0740
 FL0740                          STATION DESCRIPTION
 FL0740
 FL0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0740'24.0 MI SW FROM SPEARMAN.
 FL0740'IN HUTCHINSON COUNTY, 24.0 MILES SOUTHWEST OF SPEARMAN, HANSFORD
 FL0740'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY
 FL0740'GOING 0.4 MILE WEST ALONG STATE HIGHWAY 282, THENCE 11.6 MILES SOUTH
 FL0740'2.0 MILES WEST, 1.2 MILES SOUTH, 1.1 MILES WEST, AND 7.7 MILES SOUTH
 FL0740'ALONG GRADED ROADS.  0.3 MILE NORTH OF A SMALL BARN WEST OF THE ROAD,
 FL0740'AT A JOG IN THE ROAD, ON THE SOUTH SLOPE OF A CAP ROCK, AND 23 FEET
 FL0740'EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED A 524
 FL0740'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RD. WORK IN AREA.
 FL0740
 FL0740                          STATION RECOVERY (1971)
 FL0740
 FL0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0615 ***********************************************************************
 AY0615  DESIGNATION -  A 525
 AY0615  PID         -  AY0615
 AY0615  STATE/COUNTY-  TX/BEXAR
 AY0615  USGS QUAD   -  MACDONA (1991)
 AY0615
 AY0615                         *CURRENT SURVEY CONTROL
 AY0615  ___________________________________________________________________
 AY0615* NAD 83(1986)-  29 22 06.     (N)    098 41 29.     (W)     SCALED    
 AY0615* NAVD 88     -       223.489  (meters)     733.23   (feet)  POSTED    
 AY0615  ___________________________________________________________________
 AY0615  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AY0615  DYNAMIC HT  -         223.170 (meters)     732.18  (feet)  COMP
 AY0615  MODELED GRAV-     979,190.4   (mgal)                       NAVD 88
 AY0615
 AY0615  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0615
 AY0615.The horizontal coordinates were scaled from a topographic map and have
 AY0615.an estimated accuracy of +/- 6 seconds.
 AY0615
 AY0615.The orthometric height was determined by differential leveling
 AY0615.and adjusted by the National Geodetic Survey in 1992..
 AY0615.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0615.rate of 0.0 thru 1.0 mm/km.
 AY0615
 AY0615.The geoid height was determined by GEOID03.
 AY0615
 AY0615.The dynamic height is computed by dividing the NAVD 88
 AY0615.geopotential number by the normal gravity value computed on the
 AY0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0615.degrees latitude (g = 980.6199 gals.).
 AY0615
 AY0615.The modeled gravity was interpolated from observed gravity values.
 AY0615
 AY0615;                    North         East    Units  Estimated Accuracy
 AY0615;SPC TXSC     - 4,170,160.      629,960.      MT  (+/- 180 meters Scaled)
 AY0615
 AY0615                          SUPERSEDED SURVEY CONTROL
 AY0615
 AY0615  NGVD 29 (??/??/92)  223.382  (m)          732.88   (f) ADJ UNCH    1 2
 AY0615
 AY0615.Superseded values are not recommended for survey control.
 AY0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0615.See file dsdata.txt to determine how the superseded data were derived.
 AY0615
 AY0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT299488(NAD 83)
 AY0615_MARKER: DB = BENCH MARK DISK
 AY0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0615_STAMPING: A 525 1953
 AY0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0615+STABILITY: SURFACE MOTION
 AY0615
 AY0615  HISTORY     - Date     Condition        Report By
 AY0615  HISTORY     - 1953     MONUMENTED       CGS
 AY0615  HISTORY     - 19991210 POOR             USPSQD
 AY0615
 AY0615                          STATION DESCRIPTION
 AY0615
 AY0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0615'3.2 MI N FROM MACDONA.
 AY0615'0.15 MILE EAST ALONG NELSON ROAD FROM THE POST OFFICE AT MACDONA,
 AY0615'THENCE 3.05 MILES NORTH ALONG PUE ROAD, 21 FEET WEST OF THE CENTER
 AY0615'LINE OF THE ROAD, 4.5 FEET WEST OF A FENCE, 2.5 FEET NORTHEAST OF A
 AY0615'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY0615'FOOT ABOVE THE GROUND.
 AY0615
 AY0615                          STATION RECOVERY (1999)
 AY0615
 AY0615'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0615'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0375 ***********************************************************************
 GK0375  DESIGNATION -  A 526 RESET 1952
 GK0375  PID         -  GK0375
 GK0375  STATE/COUNTY-  TX/HANSFORD
 GK0375  USGS QUAD   -  HOLT (1974)
 GK0375
 GK0375                         *CURRENT SURVEY CONTROL
 GK0375  ___________________________________________________________________
 GK0375* NAD 83(1986)-  36 04 54.     (N)    101 10 48.     (W)     SCALED    
 GK0375* NAVD 88     -       960.46   (+/-2cm)    3151.1    (feet)  VERTCON   
 GK0375  ___________________________________________________________________
 GK0375  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 GK0375
 GK0375  VERT ORDER  -  THIRD (See Below)
 GK0375
 GK0375.The horizontal coordinates were scaled from a topographic map and have
 GK0375.an estimated accuracy of +/- 6 seconds.
 GK0375
 GK0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0375.The vertical order pertains to the NGVD 29 superseded value.
 GK0375
 GK0375.The geoid height was determined by GEOID03.
 GK0375
 GK0375;                    North         East    Units  Estimated Accuracy
 GK0375;SPC TX N     - 1,230,990.      228,820.      MT  (+/- 180 meters Scaled)
 GK0375
 GK0375                          SUPERSEDED SURVEY CONTROL
 GK0375
 GK0375  NGVD 29 (??/??/??)  960.02   (m)         3149.7    (f) RESET       3  
 GK0375
 GK0375.Superseded values are not recommended for survey control.
 GK0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0375.See file dsdata.txt to determine how the superseded data were derived.
 GK0375
 GK0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE037952(NAD 83)
 GK0375_MARKER: DB = BENCH MARK DISK
 GK0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0375_STAMPING: A 526 RESET 1952
 GK0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0375+STABILITY: SURFACE MOTION
 GK0375
 GK0375  HISTORY     - Date     Condition        Report By
 GK0375  HISTORY     - 1952     MONUMENTED       CGS
 GK0375
 GK0375                          STATION DESCRIPTION
 GK0375
 GK0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0375'10.2 MI SE FROM SPEARMAN.
 GK0375'TO REACH THE MARK FROM THE NORTH SIDE OF THE COURTHOUSE AT SPEARMAN,
 GK0375'PROCEED EASTERLY ON FARM ROAD 759 FOR 0.6 MILE TO ITS JUNCTION WITH
 GK0375'FARM ROAD 760.  TURN SOUTH ON THIS ROAD AND PROCEED 7.8 MILES TO AN
 GK0375'EAST-AND-WEST DIRT ROAD.  TURN EAST ON THE DIRT ROAD AND PROCEED 1.0
 GK0375'MILE TO THE JUNCTION WITH A DIRT ROAD NORTH AND THE MARK 15 PACES
 GK0375'SOUTH OF THE EAST-AND-WEST ROAD CENTERLINE AND 10 PACES WEST OF THE
 GK0375'PROLONGATION OF THE CENTRLINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD
 GK0375'DISK STAMPED A 526 RESET 1952 ANS SET IN THE TOP OF A CONCRETE POST
 GK0375'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0133 ***********************************************************************
 GK0133  DESIGNATION -  A 527
 GK0133  PID         -  GK0133
 GK0133  STATE/COUNTY-  TX/OCHILTREE
 GK0133  USGS QUAD   -  FARNSWORTH (1973)
 GK0133
 GK0133                         *CURRENT SURVEY CONTROL
 GK0133  ___________________________________________________________________
 GK0133* NAD 83(1986)-  36 17 44.     (N)    100 57 51.     (W)     SCALED    
 GK0133* NAVD 88     -       911.806  (meters)    2991.48   (feet)  ADJUSTED  
 GK0133  ___________________________________________________________________
 GK0133  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GK0133  DYNAMIC HT  -         910.839 (meters)    2988.31  (feet)  COMP
 GK0133  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 GK0133
 GK0133  VERT ORDER  -  SECOND    CLASS 0
 GK0133
 GK0133.The horizontal coordinates were scaled from a topographic map and have
 GK0133.an estimated accuracy of +/- 6 seconds.
 GK0133
 GK0133.The orthometric height was determined by differential leveling
 GK0133.and adjusted by the National Geodetic Survey in June 1991..
 GK0133
 GK0133.The geoid height was determined by GEOID03.
 GK0133
 GK0133.The dynamic height is computed by dividing the NAVD 88
 GK0133.geopotential number by the normal gravity value computed on the
 GK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0133.degrees latitude (g = 980.6199 gals.).
 GK0133
 GK0133.The modeled gravity was interpolated from observed gravity values.
 GK0133
 GK0133;                    North         East    Units  Estimated Accuracy
 GK0133;SPC TX N     - 1,254,800.      248,130.      MT  (+/- 180 meters Scaled)
 GK0133
 GK0133                          SUPERSEDED SURVEY CONTROL
 GK0133
 GK0133  NGVD 29 (??/??/92)  911.402  (m)         2990.16   (f) ADJ UNCH    2 0
 GK0133
 GK0133.Superseded values are not recommended for survey control.
 GK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0133.See file dsdata.txt to determine how the superseded data were derived.
 GK0133
 GK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF236185(NAD 83)
 GK0133_MARKER: DB = BENCH MARK DISK
 GK0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0133_STAMPING: A 527 1935
 GK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0133+STABILITY: SURFACE MOTION
 GK0133
 GK0133  HISTORY     - Date     Condition        Report By
 GK0133  HISTORY     - 1935     MONUMENTED       CGS
 GK0133  HISTORY     - 1943     MARK NOT FOUND   NGS
 GK0133  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0133
 GK0133                          STATION DESCRIPTION
 GK0133
 GK0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0133'2.0 MI S FROM FARNSWORTH.
 GK0133'2.0 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 GK0133'FARNSWORTH, 0.4 MILE NORTHEAST OF A SMALL GREEN FARMHOUSE AND A
 GK0133'WINDMILL 0.3 MILE NORTH OF A ROAD INTERSECTION, 27.6 FEET WEST OF THE
 GK0133'CENTERLINE OF THE ROAD, AND 2.4 FEET EAST OF THE FENCE.  A STANDARD
 GK0133'DISK, STAMPED A 527 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0133
 GK0133                          STATION RECOVERY (1973)
 GK0133
 GK0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1289 ***********************************************************************
 FL1289  DESIGNATION -  A 528
 FL1289  PID         -  FL1289
 FL1289  STATE/COUNTY-  TX/POTTER
 FL1289  USGS QUAD   -  CLIFFSIDE (1973)
 FL1289
 FL1289                         *CURRENT SURVEY CONTROL
 FL1289  ___________________________________________________________________
 FL1289* NAD 83(1986)-  35 15 55.     (N)    101 54 59.     (W)     SCALED    
 FL1289* NAVD 88     -      1039.161  (meters)    3409.31   (feet)  ADJUSTED  
 FL1289  ___________________________________________________________________
 FL1289  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1289  DYNAMIC HT  -        1037.936 (meters)    3405.30  (feet)  COMP
 FL1289  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 FL1289
 FL1289  VERT ORDER  -  SECOND    CLASS 0
 FL1289
 FL1289.The horizontal coordinates were scaled from a topographic map and have
 FL1289.an estimated accuracy of +/- 6 seconds.
 FL1289
 FL1289.The orthometric height was determined by differential leveling
 FL1289.and adjusted by the National Geodetic Survey in June 1991..
 FL1289
 FL1289.The geoid height was determined by GEOID03.
 FL1289
 FL1289.The dynamic height is computed by dividing the NAVD 88
 FL1289.geopotential number by the normal gravity value computed on the
 FL1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1289.degrees latitude (g = 980.6199 gals.).
 FL1289
 FL1289.The modeled gravity was interpolated from observed gravity values.
 FL1289
 FL1289;                    North         East    Units  Estimated Accuracy
 FL1289;SPC TX N     - 1,140,450.      162,120.      MT  (+/- 180 meters Scaled)
 FL1289
 FL1289                          SUPERSEDED SURVEY CONTROL
 FL1289
 FL1289  NGVD 29 (??/??/92) 1038.673  (m)         3407.71   (f) ADJ UNCH    2 0
 FL1289
 FL1289.Superseded values are not recommended for survey control.
 FL1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1289.See file dsdata.txt to determine how the superseded data were derived.
 FL1289
 FL1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE346063(NAD 83)
 FL1289_MARKER: DB = BENCH MARK DISK
 FL1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1289_STAMPING: A-528 1935
 FL1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1289+STABILITY: SURFACE MOTION
 FL1289
 FL1289  HISTORY     - Date     Condition        Report By
 FL1289  HISTORY     - 1935     MONUMENTED       CGS
 FL1289  HISTORY     - 1943     MARK NOT FOUND   NGS
 FL1289  HISTORY     - 1985     MARK NOT FOUND   NGS
 FL1289
 FL1289                          STATION DESCRIPTION
 FL1289
 FL1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1289'7.6 MI NW FROM AMARILLO.
 FL1289'TO REACH BENCHMARK FROM FW AND D DEPOT GO 7.6 MILES NORTHWEST ALONG
 FL1289'RAILROAD.  BENCHMARK IS SET OPPOSITE MILE-POST NO. 342.16 AT
 FL1289'CLIFF-SIDE SIDING APPROXIMATELY 0.2 MILE EAST OF CLIFFSIDE SCHOOL.
 FL1289'BEING 234 FEET NORTHWEST OF GRADED ROAD, 12 POLES SOUTH OF RAILROAD
 FL1289'WATER TANK, AND 124 FEET WEST OF WEST RAIL.
 FL1289
 FL1289                          STATION RECOVERY (1943)
 FL1289
 FL1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL1289'MARK NOT FOUND.
 FL1289
 FL1289                          STATION RECOVERY (1985)
 FL1289
 FL1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0719 ***********************************************************************
 FL0719  DESIGNATION -  A 530
 FL0719  PID         -  FL0719
 FL0719  STATE/COUNTY-  TX/ROBERTS
 FL0719  USGS QUAD   -  GARDEN SPRINGS (1971)
 FL0719
 FL0719                         *CURRENT SURVEY CONTROL
 FL0719  ___________________________________________________________________
 FL0719* NAD 83(1986)-  35 56 19.     (N)    101 04 15.     (W)     SCALED    
 FL0719* NAVD 88     -       800.880  (meters)    2627.55   (feet)  ADJUSTED  
 FL0719  ___________________________________________________________________
 FL0719  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 FL0719  DYNAMIC HT  -         800.020 (meters)    2624.73  (feet)  COMP
 FL0719  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 FL0719
 FL0719  VERT ORDER  -  SECOND    CLASS 0
 FL0719
 FL0719.The horizontal coordinates were scaled from a topographic map and have
 FL0719.an estimated accuracy of +/- 6 seconds.
 FL0719
 FL0719.The orthometric height was determined by differential leveling
 FL0719.and adjusted by the National Geodetic Survey in June 1991..
 FL0719
 FL0719.The geoid height was determined by GEOID03.
 FL0719
 FL0719.The dynamic height is computed by dividing the NAVD 88
 FL0719.geopotential number by the normal gravity value computed on the
 FL0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0719.degrees latitude (g = 980.6199 gals.).
 FL0719
 FL0719.The modeled gravity was interpolated from observed gravity values.
 FL0719
 FL0719;                    North         East    Units  Estimated Accuracy
 FL0719;SPC TX N     - 1,215,150.      238,720.      MT  (+/- 180 meters Scaled)
 FL0719
 FL0719                          SUPERSEDED SURVEY CONTROL
 FL0719
 FL0719  NGVD 29 (??/??/92)  800.498  (m)         2626.30   (f) ADJ UNCH    2 0
 FL0719
 FL0719.Superseded values are not recommended for survey control.
 FL0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0719.See file dsdata.txt to determine how the superseded data were derived.
 FL0719
 FL0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE132791(NAD 83)
 FL0719_MARKER: DB = BENCH MARK DISK
 FL0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0719_STAMPING: A 530 1935
 FL0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0719+STABILITY: SURFACE MOTION
 FL0719
 FL0719  HISTORY     - Date     Condition        Report By
 FL0719  HISTORY     - 1935     MONUMENTED       CGS
 FL0719  HISTORY     - 1971     GOOD             USGS
 FL0719
 FL0719                          STATION DESCRIPTION
 FL0719
 FL0719'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FL0719'16.5 MI NE FROM PLEMONS.
 FL0719'ABOUT ONE MILE SOUTH AND 1/2 MILE EAST OF BRAINARD RANCH HEADQUARTERS,
 FL0719'ABOUT ONE-HALF MILE EAST OF THE HUTCHINSON-ROBERTS COUNTY LINE, 0.5
 FL0719'MILE NORTH OF THE CANADIAN RIVER, 600 FEET EAST OF A DRY CREEK, 700
 FL0719'FEET SOUTH OF A GRADED ROAD, 75 FT. WEST OF A SMALL SANDY RIDGE, 140
 FL0719'FT. SW OF A LONE COTTONWOOD TREE, STD. DISK IN CONCRETE POST
 FL0719'PROJECTING ABOUT 1/2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0379 ***********************************************************************
 FM0379  DESIGNATION -  A 531
 FM0379  PID         -  FM0379
 FM0379  STATE/COUNTY-  TX/OLDHAM
 FM0379  USGS QUAD   -  ADRIAN (1966)
 FM0379
 FM0379                         *CURRENT SURVEY CONTROL
 FM0379  ___________________________________________________________________
 FM0379* NAD 83(1986)-  35 17 49.     (N)    102 39 31.     (W)     SCALED    
 FM0379* NAVD 88     -      1216.346  (meters)    3990.63   (feet)  ADJUSTED  
 FM0379  ___________________________________________________________________
 FM0379  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 FM0379  DYNAMIC HT  -        1214.888 (meters)    3985.84  (feet)  COMP
 FM0379  MODELED GRAV-     979,393.1   (mgal)                       NAVD 88
 FM0379
 FM0379  VERT ORDER  -  SECOND    CLASS 0
 FM0379
 FM0379.The horizontal coordinates were scaled from a topographic map and have
 FM0379.an estimated accuracy of +/- 6 seconds.
 FM0379
 FM0379.The orthometric height was determined by differential leveling
 FM0379.and adjusted by the National Geodetic Survey in June 1991..
 FM0379
 FM0379.The geoid height was determined by GEOID03.
 FM0379
 FM0379.The dynamic height is computed by dividing the NAVD 88
 FM0379.geopotential number by the normal gravity value computed on the
 FM0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0379.degrees latitude (g = 980.6199 gals.).
 FM0379
 FM0379.The modeled gravity was interpolated from observed gravity values.
 FM0379
 FM0379;                    North         East    Units  Estimated Accuracy
 FM0379;SPC TX N     - 1,144,500.       94,630.      MT  (+/- 180 meters Scaled)
 FM0379
 FM0379                          SUPERSEDED SURVEY CONTROL
 FM0379
 FM0379  NGVD 29 (??/??/92) 1215.814  (m)         3988.88   (f) ADJ UNCH    2 0
 FM0379
 FM0379.Superseded values are not recommended for survey control.
 FM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0379.See file dsdata.txt to determine how the superseded data were derived.
 FM0379
 FM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV129084(NAD 83)
 FM0379_MARKER: DB = BENCH MARK DISK
 FM0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0379_STAMPING: A 531 1935
 FM0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0379+STABILITY: SURFACE MOTION
 FM0379
 FM0379  HISTORY     - Date     Condition        Report By
 FM0379  HISTORY     - 1935     MONUMENTED       CGS
 FM0379  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0379
 FM0379                          STATION DESCRIPTION
 FM0379
 FM0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0379'1.9 MI N FROM ADRIAN.
 FM0379'TO REACH FROM ADRIAN POST OFFICE GO 0.2 MILE NORTH ALONG GRADED ROAD,
 FM0379'THENCE 0.1 MILE EAST ALONG GRADED ROAD, THENCE THROUGH CATTLE GATE AND
 FM0379'1.6 MILES NORTH ALONG TRAIL.  0.15 MILE NORTH OF J.P. COLLIERS RANCH
 FM0379'HOUSE, ABOUT ONE MILE EAST OF SOUTH END OF LARGE LAKE, AT POINT WHERE
 FM0379'TRAIL ENTERS METADORA RANCH FROM THE SOUTH.  18 FEET WEST OF WEST GATE
 FM0379'POST, AND 3.3 FEET NORTH OF EAST AND WEST FENCE.
 FM0379
 FM0379                          STATION RECOVERY (1966)
 FM0379
 FM0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1242 ***********************************************************************
 FL1242  DESIGNATION -  A 532
 FL1242  PID         -  FL1242
 FL1242  STATE/COUNTY-  TX/POTTER
 FL1242  USGS QUAD   -  AMARILLO EAST (1973)
 FL1242
 FL1242                         *CURRENT SURVEY CONTROL
 FL1242  ___________________________________________________________________
 FL1242* NAD 83(1986)-  35 08 28.     (N)    101 45 37.     (W)     SCALED    
 FL1242* NAVD 88     -      1098.409  (meters)    3603.70   (feet)  ADJUSTED  
 FL1242  ___________________________________________________________________
 FL1242  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL1242  DYNAMIC HT  -        1097.100 (meters)    3599.40  (feet)  COMP
 FL1242  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 FL1242
 FL1242  VERT ORDER  -  SECOND    CLASS 0
 FL1242
 FL1242.The horizontal coordinates were scaled from a topographic map and have
 FL1242.an estimated accuracy of +/- 6 seconds.
 FL1242
 FL1242.The orthometric height was determined by differential leveling
 FL1242.and adjusted by the National Geodetic Survey in June 1991..
 FL1242
 FL1242.The geoid height was determined by GEOID03.
 FL1242
 FL1242.The dynamic height is computed by dividing the NAVD 88
 FL1242.geopotential number by the normal gravity value computed on the
 FL1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1242.degrees latitude (g = 980.6199 gals.).
 FL1242
 FL1242.The modeled gravity was interpolated from observed gravity values.
 FL1242
 FL1242;                    North         East    Units  Estimated Accuracy
 FL1242;SPC TX N     - 1,126,620.      176,280.      MT  (+/- 180 meters Scaled)
 FL1242
 FL1242                          SUPERSEDED SURVEY CONTROL
 FL1242
 FL1242  NGVD 29 (??/??/92) 1097.919  (m)         3602.09   (f) ADJ UNCH    2 0
 FL1242
 FL1242.Superseded values are not recommended for survey control.
 FL1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1242.See file dsdata.txt to determine how the superseded data were derived.
 FL1242
 FL1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD485921(NAD 83)
 FL1242_MARKER: DB = BENCH MARK DISK
 FL1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1242_STAMPING: A 532 1935
 FL1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1242+STABILITY: SURFACE MOTION
 FL1242
 FL1242  HISTORY     - Date     Condition        Report By
 FL1242  HISTORY     - 1935     MONUMENTED       CGS
 FL1242  HISTORY     - 1955     GOOD             NGS
 FL1242  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1242
 FL1242                          STATION DESCRIPTION
 FL1242
 FL1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL1242'12.5 MI SE FROM AMARILLO.
 FL1242'IN RANDALL COUNTY, 12.5 MILES SOUTHEAST OF AMARILLO, POTTER COUNTY.
 FL1242'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE
 FL1242'NORTH ALONG TAYLOR STREET, THENCE 5.0 MILES EAST-ALONG U. S. HIGHWAY
 FL1242'60, AND THENCE ALONG GRADED ROAD ABOUT 2.1 MILES SOUTH, 1.0 MILE WEST,
 FL1242'AND 3.4 MILES SOUTH.  IT IS ABOUT 350 FEET WEST OF THE R. C. VENEBAR
 FL1242'RANCH HOUSE, 60 FEET WEST OF THE NORTHWEST GARDEN-FENCE CORNER, AND 29
 FL1242'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED A
 FL1242'532 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL1242
 FL1242                          STATION RECOVERY (1984)
 FL1242
 FL1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1070 ***********************************************************************
 FL1070  DESIGNATION -  A 533
 FL1070  PID         -  FL1070
 FL1070  STATE/COUNTY-  TX/POTTER
 FL1070  USGS QUAD   -  AMARILLO EAST (1973)
 FL1070
 FL1070                         *CURRENT SURVEY CONTROL
 FL1070  ___________________________________________________________________
 FL1070* NAD 83(1986)-  35 12 39.     (N)    101 48 34.     (W)     SCALED    
 FL1070* NAVD 88     -      1114.491  (meters)    3656.46   (feet)  ADJUSTED  
 FL1070  ___________________________________________________________________
 FL1070  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL1070  DYNAMIC HT  -        1113.169 (meters)    3652.12  (feet)  COMP
 FL1070  MODELED GRAV-     979,409.7   (mgal)                       NAVD 88
 FL1070
 FL1070  VERT ORDER  -  FIRST     CLASS II
 FL1070
 FL1070.The horizontal coordinates were scaled from a topographic map and have
 FL1070.an estimated accuracy of +/- 6 seconds.
 FL1070
 FL1070.The orthometric height was determined by differential leveling
 FL1070.and adjusted by the National Geodetic Survey in June 1991..
 FL1070
 FL1070.The geoid height was determined by GEOID03.
 FL1070
 FL1070.The dynamic height is computed by dividing the NAVD 88
 FL1070.geopotential number by the normal gravity value computed on the
 FL1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1070.degrees latitude (g = 980.6199 gals.).
 FL1070
 FL1070.The modeled gravity was interpolated from observed gravity values.
 FL1070
 FL1070;                    North         East    Units  Estimated Accuracy
 FL1070;SPC TX N     - 1,134,370.      171,830.      MT  (+/- 180 meters Scaled)
 FL1070
 FL1070                          SUPERSEDED SURVEY CONTROL
 FL1070
 FL1070  NGVD 29 (??/??/92) 1113.987  (m)         3654.81   (f) ADJ UNCH    1 2
 FL1070
 FL1070.Superseded values are not recommended for survey control.
 FL1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1070.See file dsdata.txt to determine how the superseded data were derived.
 FL1070
 FL1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE442000(NAD 83)
 FL1070_MARKER: DB = BENCH MARK DISK
 FL1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1070_STAMPING: A 533 1935
 FL1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1070+STABILITY: SURFACE MOTION
 FL1070
 FL1070  HISTORY     - Date     Condition        Report By
 FL1070  HISTORY     - 1935     MONUMENTED       CGS
 FL1070  HISTORY     - 1943     GOOD             NGS
 FL1070  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1070
 FL1070                          STATION DESCRIPTION
 FL1070
 FL1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1070'1.1 MI E FROM AMARILLO.
 FL1070'1.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL1070'FROM THE STATION AT AMARILLO, POTTER COUNTY, 640 FEET NORTHWEST OF THE
 FL1070'NORTHWEST CORNER OF THE PINKNEY PACKING CO. BUILDING, 440 FEET SOUTH
 FL1070'OF THE WEST END OF THE GREAT WESTERN GRAIN ELEVATOR, 360 FEET EAST OF
 FL1070'THE JUNCTION OF THE PANHANDLE AND SANTA FE RAILWAY, 93.5 FEET SOUTH OF
 FL1070'THE SOUTH RAIL OF THE P. AND S.F. MAIN TRACK, 34.8 FEET NORTH OF THE
 FL1070'NORTH RAIL OF THE C.R.I. AND P. MAIN TRACK, AND IN LINE WITH A ROW OF
 FL1070'POLES.  A STANDARD DISK, STAMPED A 533 1935 AND SET IN THE TOP OF A
 FL1070'CONCRETE POST.
 FL1070
 FL1070                          STATION RECOVERY (1984)
 FL1070
 FL1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1197 ***********************************************************************
 FL1197  DESIGNATION -  A 534
 FL1197  PID         -  FL1197
 FL1197  STATE/COUNTY-  TX/POTTER
 FL1197  USGS QUAD   -  MAYER (1973)
 FL1197
 FL1197                         *CURRENT SURVEY CONTROL
 FL1197  ___________________________________________________________________
 FL1197* NAD 83(1986)-  35 19 25.     (N)    101 37 40.     (W)     SCALED    
 FL1197* NAVD 88     -      1089.002  (meters)    3572.83   (feet)  ADJUSTED  
 FL1197  ___________________________________________________________________
 FL1197  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL1197  DYNAMIC HT  -        1087.710 (meters)    3568.60  (feet)  COMP
 FL1197  MODELED GRAV-     979,410.5   (mgal)                       NAVD 88
 FL1197
 FL1197  VERT ORDER  -  SECOND    CLASS 0
 FL1197
 FL1197.The horizontal coordinates were scaled from a topographic map and have
 FL1197.an estimated accuracy of +/- 6 seconds.
 FL1197
 FL1197.The orthometric height was determined by differential leveling
 FL1197.and adjusted by the National Geodetic Survey in June 1991..
 FL1197
 FL1197.The geoid height was determined by GEOID03.
 FL1197
 FL1197.The dynamic height is computed by dividing the NAVD 88
 FL1197.geopotential number by the normal gravity value computed on the
 FL1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1197.degrees latitude (g = 980.6199 gals.).
 FL1197
 FL1197.The modeled gravity was interpolated from observed gravity values.
 FL1197
 FL1197;                    North         East    Units  Estimated Accuracy
 FL1197;SPC TX N     - 1,146,840.      188,380.      MT  (+/- 180 meters Scaled)
 FL1197
 FL1197                          SUPERSEDED SURVEY CONTROL
 FL1197
 FL1197  NGVD 29 (??/??/92) 1088.490  (m)         3571.15   (f) ADJ UNCH    2 0
 FL1197
 FL1197.Superseded values are not recommended for survey control.
 FL1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1197.See file dsdata.txt to determine how the superseded data were derived.
 FL1197
 FL1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE611121(NAD 83)
 FL1197_MARKER: DB = BENCH MARK DISK
 FL1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1197_STAMPING: A-534 1935
 FL1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1197+STABILITY: SURFACE MOTION
 FL1197
 FL1197  HISTORY     - Date     Condition        Report By
 FL1197  HISTORY     - 1935     MONUMENTED       CGS
 FL1197
 FL1197                          STATION DESCRIPTION
 FL1197
 FL1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1197'2.0 MI E FROM MASTERSON.
 FL1197'TO REACH BENCHMARK FROM RAILROAD DEPOT GO EAST 2.0 MILES ALONG GRADED
 FL1197'ROAD.  BENCHMARK IS SET IN NORTHWEST CORNER OF CULTIVATED FIELD ABOUT
 FL1197'1.4 MILES EAST OF GRADED ROAD JUNCTION.  BEING 131.0 FEET EAST OF
 FL1197'CONCRETE CULVERT, 63.0 FEET SOUTH OF CENTER-LINE OF GRADED ROAD, 27.0
 FL1197'FEET SOUTH OF FENCE CORNER, AND 2.3 FEET EAST OF N-S FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1195 ***********************************************************************
 FL1195  DESIGNATION -  A 536
 FL1195  PID         -  FL1195
 FL1195  STATE/COUNTY-  TX/CARSON
 FL1195  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1195
 FL1195                         *CURRENT SURVEY CONTROL
 FL1195  ___________________________________________________________________
 FL1195* NAD 83(1986)-  35 21 12.     (N)    101 32 24.     (W)     SCALED    
 FL1195* NAVD 88     -      1078.702  (meters)    3539.04   (feet)  ADJUSTED  
 FL1195  ___________________________________________________________________
 FL1195  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1195  DYNAMIC HT  -        1077.425 (meters)    3534.85  (feet)  COMP
 FL1195  MODELED GRAV-     979,413.5   (mgal)                       NAVD 88
 FL1195
 FL1195  VERT ORDER  -  SECOND    CLASS 0
 FL1195
 FL1195.The horizontal coordinates were scaled from a topographic map and have
 FL1195.an estimated accuracy of +/- 6 seconds.
 FL1195
 FL1195.The orthometric height was determined by differential leveling
 FL1195.and adjusted by the National Geodetic Survey in June 1991..
 FL1195
 FL1195.The geoid height was determined by GEOID03.
 FL1195
 FL1195.The dynamic height is computed by dividing the NAVD 88
 FL1195.geopotential number by the normal gravity value computed on the
 FL1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1195.degrees latitude (g = 980.6199 gals.).
 FL1195
 FL1195.The modeled gravity was interpolated from observed gravity values.
 FL1195
 FL1195;                    North         East    Units  Estimated Accuracy
 FL1195;SPC TX N     - 1,150,140.      196,370.      MT  (+/- 180 meters Scaled)
 FL1195
 FL1195                          SUPERSEDED SURVEY CONTROL
 FL1195
 FL1195  NGVD 29 (??/??/92) 1078.192  (m)         3537.37   (f) ADJ UNCH    2 0
 FL1195
 FL1195.Superseded values are not recommended for survey control.
 FL1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1195.See file dsdata.txt to determine how the superseded data were derived.
 FL1195
 FL1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE691151(NAD 83)
 FL1195_MARKER: DB = BENCH MARK DISK
 FL1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1195_STAMPING: A 536 1935
 FL1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1195+STABILITY: SURFACE MOTION
 FL1195
 FL1195  HISTORY     - Date     Condition        Report By
 FL1195  HISTORY     - 1935     MONUMENTED       CGS
 FL1195
 FL1195                          STATION DESCRIPTION
 FL1195
 FL1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1195'10.0 MI N FROM YARNALL.
 FL1195'TO REACH FROM YARNALL DEPOT GO NORTH 10.0 MILES ALONG GRADED ROAD, AT
 FL1195'COUNTY CROSS ROAD INTERSECTION.  4.5 MILES NORTH OF STATE HIGHWAY NO.
 FL1195'33 AND SANTA FE RAILROAD CROSSING.  ABOUT 750 FEET EAST OF LARGE WHITE
 FL1195'RANCH HOUSE OF LOTHAM RANCH CO, STEEL WINDMILL IN FENCE CORNER NEXT TO
 FL1195'ROAD INTERSECTION.  108 FEET SOUTHEAST OF ROAD INTERSECTION, 36 FEET
 FL1195'SOUTH OF CENTERLINE OF EAST AND WEST ROAD, 84 FEET EAST OF FENCE
 FL1195'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1039 ***********************************************************************
 FL1039  DESIGNATION -  A 537
 FL1039  PID         -  FL1039
 FL1039  STATE/COUNTY-  TX/CARSON
 FL1039  USGS QUAD   -  ABELL (1965)
 FL1039
 FL1039                         *CURRENT SURVEY CONTROL
 FL1039  ___________________________________________________________________
 FL1039* NAD 83(1986)-  35 25 13.     (N)    101 29 04.     (W)     SCALED    
 FL1039* NAVD 88     -      1075.053  (meters)    3527.07   (feet)  ADJUSTED  
 FL1039  ___________________________________________________________________
 FL1039  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 FL1039  DYNAMIC HT  -        1073.797 (meters)    3522.95  (feet)  COMP
 FL1039  MODELED GRAV-     979,428.6   (mgal)                       NAVD 88
 FL1039
 FL1039  VERT ORDER  -  SECOND    CLASS 0
 FL1039
 FL1039.The horizontal coordinates were scaled from a topographic map and have
 FL1039.an estimated accuracy of +/- 6 seconds.
 FL1039
 FL1039.The orthometric height was determined by differential leveling
 FL1039.and adjusted by the National Geodetic Survey in June 1991..
 FL1039
 FL1039.The geoid height was determined by GEOID03.
 FL1039
 FL1039.The dynamic height is computed by dividing the NAVD 88
 FL1039.geopotential number by the normal gravity value computed on the
 FL1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1039.degrees latitude (g = 980.6199 gals.).
 FL1039
 FL1039.The modeled gravity was interpolated from observed gravity values.
 FL1039
 FL1039;                    North         East    Units  Estimated Accuracy
 FL1039;SPC TX N     - 1,157,560.      201,410.      MT  (+/- 180 meters Scaled)
 FL1039
 FL1039                          SUPERSEDED SURVEY CONTROL
 FL1039
 FL1039  NGVD 29 (??/??/92) 1074.547  (m)         3525.41   (f) ADJ UNCH    2 0
 FL1039
 FL1039.Superseded values are not recommended for survey control.
 FL1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1039.See file dsdata.txt to determine how the superseded data were derived.
 FL1039
 FL1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE744224(NAD 83)
 FL1039_MARKER: DB = BENCH MARK DISK
 FL1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1039_STAMPING: A 537 1935
 FL1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1039+STABILITY: SURFACE MOTION
 FL1039
 FL1039  HISTORY     - Date     Condition        Report By
 FL1039  HISTORY     - 1935     MONUMENTED       CGS
 FL1039  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL1039
 FL1039                          STATION DESCRIPTION
 FL1039
 FL1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1039'9.1 MI NW FROM PANHANDLE.
 FL1039'9.1 MILES NORTHWEST OF S.T. AND S.F. DEPOT BY RAIL ALONG THE PANHANDLE
 FL1039'AND SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER.  44 RAILS SOUTH OF
 FL1039'GRADED ROAD CROSSING, 4 RAILS NORTH OF MILE POST NO.8, AT THE NORTH
 FL1039'END OF TWO IRON GATES IN THE WEST RIGHT OF WAY FENCE. 43 FEET WEST OF
 FL1039'WEST RAIL, 41 FEET NORTH OF NORTH GATE POST, AND 2 FEET EAST OF RIGHT
 FL1039'OF WAY FENCE.
 FL1039
 FL1039                          STATION RECOVERY (1963)
 FL1039
 FL1039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0141 ***********************************************************************
 FM0141  DESIGNATION -  A 538
 FM0141  PID         -  FM0141
 FM0141  STATE/COUNTY-  TX/OLDHAM
 FM0141  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0141
 FM0141                         *CURRENT SURVEY CONTROL
 FM0141  ___________________________________________________________________
 FM0141* NAD 83(1986)-  35 32 13.     (N)    102 16 26.     (W)     SCALED    
 FM0141* NAVD 88     -      1006.703  (meters)    3302.82   (feet)  POSTED    
 FM0141  ___________________________________________________________________
 FM0141  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 FM0141  DYNAMIC HT  -        1005.530 (meters)    3298.98  (feet)  COMP
 FM0141  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 FM0141
 FM0141  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FM0141
 FM0141.The horizontal coordinates were scaled from a topographic map and have
 FM0141.an estimated accuracy of +/- 6 seconds.
 FM0141
 FM0141.The orthometric height was determined by differential leveling
 FM0141.and adjusted by the National Geodetic Survey in 1992..
 FM0141.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FM0141.rate of 2.1 thru 3.0 mm/km.
 FM0141
 FM0141.The geoid height was determined by GEOID03.
 FM0141
 FM0141.The dynamic height is computed by dividing the NAVD 88
 FM0141.geopotential number by the normal gravity value computed on the
 FM0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0141.degrees latitude (g = 980.6199 gals.).
 FM0141
 FM0141.The modeled gravity was interpolated from observed gravity values.
 FM0141
 FM0141;                    North         East    Units  Estimated Accuracy
 FM0141;SPC TX N     - 1,170,780.      129,830.      MT  (+/- 180 meters Scaled)
 FM0141
 FM0141                          SUPERSEDED SURVEY CONTROL
 FM0141
 FM0141  NGVD 29 (??/??/92) 1006.226  (m)         3301.26   (f) ADJ UNCH    2 0
 FM0141
 FM0141.Superseded values are not recommended for survey control.
 FM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0141.See file dsdata.txt to determine how the superseded data were derived.
 FM0141
 FM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV471360(NAD 83)
 FM0141_MARKER: DB = BENCH MARK DISK
 FM0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0141_STAMPING: A 538 1935
 FM0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0141+STABILITY: SURFACE MOTION
 FM0141
 FM0141  HISTORY     - Date     Condition        Report By
 FM0141  HISTORY     - 1935     MONUMENTED       CGS
 FM0141  HISTORY     - 1971     GOOD             USGS
 FM0141
 FM0141                          STATION DESCRIPTION
 FM0141
 FM0141'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0141'1.0 MI NW FROM BOYS RANCH.
 FM0141'TO REACH FROM BOYS RANCH POST OFFICE (12 MILES SOUTH OF CHANNING) GO
 FM0141'WEST ON TEXAS HIGHWAY SPUR 233 FOR 0.6 MILE TO THE JUNCTION WITH U S
 FM0141'HIGHWAY 385, CONTINUE WEST-NORTHWEST ON OLD ABANDONED ROAD FOR 0.4
 FM0141'MILE TO A T-JUNCTION NORTH AND THE BM ON THE RIGHT.  THE BM IS 57 FEET
 FM0141'NORTH OF THE E-W ROAD AND 81 FEET WEST OF THE OLD ROAD LEADING NORTH,
 FM0141'A STANDARD DISK STAMPED A 538 1935 AND SET IN THE TOP OF A CONCRETE
 FM0141'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0188 ***********************************************************************
 FM0188  DESIGNATION -  A 539
 FM0188  PID         -  FM0188
 FM0188  STATE/COUNTY-  TX/HARTLEY
 FM0188  USGS QUAD   -  CHANNING (1971)
 FM0188
 FM0188                         *CURRENT SURVEY CONTROL
 FM0188  ___________________________________________________________________
 FM0188* NAD 83(1986)-  35 40 43.     (N)    102 15 47.     (W)     SCALED    
 FM0188* NAVD 88     -      1118.245  (meters)    3668.78   (feet)  POSTED    
 FM0188  ___________________________________________________________________
 FM0188  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FM0188  DYNAMIC HT  -        1116.930 (meters)    3664.46  (feet)  COMP
 FM0188  MODELED GRAV-     979,419.5   (mgal)                       NAVD 88
 FM0188
 FM0188  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FM0188
 FM0188.The horizontal coordinates were scaled from a topographic map and have
 FM0188.an estimated accuracy of +/- 6 seconds.
 FM0188
 FM0188.The orthometric height was determined by differential leveling
 FM0188.and adjusted by the National Geodetic Survey in 1992..
 FM0188.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FM0188.rate of 4.1 thru 8.0 mm/km.
 FM0188
 FM0188.The geoid height was determined by GEOID03.
 FM0188
 FM0188.The dynamic height is computed by dividing the NAVD 88
 FM0188.geopotential number by the normal gravity value computed on the
 FM0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0188.degrees latitude (g = 980.6199 gals.).
 FM0188
 FM0188.The modeled gravity was interpolated from observed gravity values.
 FM0188
 FM0188;                    North         East    Units  Estimated Accuracy
 FM0188;SPC TX N     - 1,186,490.      130,930.      MT  (+/- 180 meters Scaled)
 FM0188
 FM0188                          SUPERSEDED SURVEY CONTROL
 FM0188
 FM0188  NGVD 29 (??/??/92) 1117.71   (m)         3667.0    (f) COMPUTED    2 0
 FM0188
 FM0188.Superseded values are not recommended for survey control.
 FM0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0188.See file dsdata.txt to determine how the superseded data were derived.
 FM0188
 FM0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV477517(NAD 83)
 FM0188_MARKER: DB = BENCH MARK DISK
 FM0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0188_STAMPING: A-539 1935
 FM0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0188+STABILITY: SURFACE MOTION
 FM0188
 FM0188  HISTORY     - Date     Condition        Report By
 FM0188  HISTORY     - 1935     MONUMENTED       CGS
 FM0188  HISTORY     - 1943     MARK NOT FOUND   NGS
 FM0188
 FM0188                          STATION DESCRIPTION
 FM0188
 FM0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0188'4.9 MI E FROM CHANNING.
 FM0188'TO REACH BENCHMARK FROM DEPOT GO 4.9 MILES SOUTHEAST ALONG HIGHWAY NO.
 FM0188'87.  BENCHMARK IS SET ON WEST RIM OF LARGE VALLEY AT AN OFF-SET OF THE
 FM0188'HIGHWAY APPROXIMATELY 0.6 MILE EAST OF BRIDGE OVER CHEYENNE CREEK.
 FM0188'BEING 125.0 FEET SOUTH OF CENTER-LINE OF ROAD, 63.0 FEET WEST OF FENCE
 FM0188'CORNER, AND 11.0 FEET SOUTH OF RIGHT-OF-WAY FENCE.
 FM0188
 FM0188                          STATION RECOVERY (1943)
 FM0188
 FM0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0146 ***********************************************************************
 AW0146  DESIGNATION -  A 54
 AW0146  PID         -  AW0146
 AW0146  STATE/COUNTY-  TX/BRAZORIA
 AW0146  USGS QUAD   -  MANVEL (1974)
 AW0146
 AW0146                         *CURRENT SURVEY CONTROL
 AW0146  ___________________________________________________________________
 AW0146* NAD 83(1986)-  29 26 59.     (N)    095 15 12.     (W)     SCALED    
 AW0146* NAVD 88     -        11.93   (+/-2cm)      39.1    (feet)  VERTCON   
 AW0146  ___________________________________________________________________
 AW0146  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW0146
 AW0146  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0146
 AW0146.The horizontal coordinates were scaled from a topographic map and have
 AW0146.an estimated accuracy of +/- 6 seconds.
 AW0146
 AW0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0146.The vertical order pertains to the NGVD 29 superseded value.
 AW0146
 AW0146.The geoid height was determined by GEOID03.
 AW0146
 AW0146;                    North         East    Units  Estimated Accuracy
 AW0146;SPC TXSC     - 4,184,960.      963,370.      MT  (+/- 180 meters Scaled)
 AW0146
 AW0146                          SUPERSEDED SURVEY CONTROL
 AW0146
 AW0146  NGVD 29 (??/??/92)   11.924  (m)           39.12   (f) ADJ UNCH    1 1
 AW0146
 AW0146.Superseded values are not recommended for survey control.
 AW0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0146.See file dsdata.txt to determine how the superseded data were derived.
 AW0146
 AW0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN814599(NAD 83)
 AW0146_MARKER: DB = BENCH MARK DISK
 AW0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0146_STAMPING: A 54 1918 ELEV 41.21 FT
 AW0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0146+STABILITY: SURFACE MOTION
 AW0146
 AW0146  HISTORY     - Date     Condition        Report By
 AW0146  HISTORY     - 1918     MONUMENTED       CGS
 AW0146  HISTORY     - 1973     GOOD             NGS
 AW0146  HISTORY     - 1978     GOOD             NGS
 AW0146  HISTORY     - 1978     GOOD             NGS
 AW0146  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0146  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0146  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW0146
 AW0146                          STATION DESCRIPTION
 AW0146
 AW0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0146'1.9 MI N FROM ALVIN.
 AW0146'1.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0146'THE STATION AT ALVIN, 3 POLES SOUTH OF MILE POST 2, 10 1/2 RAILS SOUTH
 AW0146'OF THE SOUTH END OF A TRESTLE, 42.5 FEET WEST OF THE WEST RAIL, 74.5
 AW0146'FEET SOUTH OF A FENCE CORNER POST, 3.0 FEET EAST OF A FENCE LINE, SET
 AW0146'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND,
 AW0146'AND ABOUT 4 FEET LOWER THAN THE TRACK.
 AW0146
 AW0146                          STATION RECOVERY (1978)
 AW0146
 AW0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0146'RECOVERED IN GOOD CONDITION.
 AW0146
 AW0146                          STATION RECOVERY (1978)
 AW0146
 AW0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0146'RECOVERED IN GOOD CONDITION.
 AW0146
 AW0146                          STATION RECOVERY (1986)
 AW0146
 AW0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0146'MARK NOT FOUND.
 AW0146
 AW0146                          STATION RECOVERY (1990)
 AW0146
 AW0146'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW0146'MARK NOT FOUND.
 AW0146
 AW0146                          STATION RECOVERY (1997)
 AW0146
 AW0146'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1107 ***********************************************************************
 FL1107  DESIGNATION -  A 540
 FL1107  PID         -  FL1107
 FL1107  STATE/COUNTY-  TX/RANDALL
 FL1107  USGS QUAD   -  THE PALISADES (1973)
 FL1107
 FL1107                         *CURRENT SURVEY CONTROL
 FL1107  ___________________________________________________________________
 FL1107* NAD 83(1986)-  35 07 13.     (N)    101 51 29.     (W)     SCALED    
 FL1107* NAVD 88     -      1113.262  (meters)    3652.43   (feet)  ADJUSTED  
 FL1107  ___________________________________________________________________
 FL1107  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FL1107  DYNAMIC HT  -        1111.928 (meters)    3648.05  (feet)  COMP
 FL1107  MODELED GRAV-     979,397.9   (mgal)                       NAVD 88
 FL1107
 FL1107  VERT ORDER  -  FIRST     CLASS II
 FL1107
 FL1107.The horizontal coordinates were scaled from a topographic map and have
 FL1107.an estimated accuracy of +/- 6 seconds.
 FL1107
 FL1107.The orthometric height was determined by differential leveling
 FL1107.and adjusted by the National Geodetic Survey in June 1991..
 FL1107.WARNING-Repeat measurements at this control monument indicate possible
 FL1107.vertical movement.
 FL1107
 FL1107.The geoid height was determined by GEOID03.
 FL1107
 FL1107.The dynamic height is computed by dividing the NAVD 88
 FL1107.geopotential number by the normal gravity value computed on the
 FL1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1107.degrees latitude (g = 980.6199 gals.).
 FL1107
 FL1107.The modeled gravity was interpolated from observed gravity values.
 FL1107
 FL1107;                    North         East    Units  Estimated Accuracy
 FL1107;SPC TX N     - 1,124,340.      167,360.      MT  (+/- 180 meters Scaled)
 FL1107
 FL1107                          SUPERSEDED SURVEY CONTROL
 FL1107
 FL1107  NGVD 29 (??/??/92) 1112.762  (m)         3650.79   (f) ADJ UNCH    1 2
 FL1107
 FL1107.Superseded values are not recommended for survey control.
 FL1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1107.See file dsdata.txt to determine how the superseded data were derived.
 FL1107
 FL1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD395901(NAD 83)
 FL1107_MARKER: DB = BENCH MARK DISK
 FL1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1107_STAMPING: A 540 1935
 FL1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1107+STABILITY: SURFACE MOTION
 FL1107
 FL1107  HISTORY     - Date     Condition        Report By
 FL1107  HISTORY     - 1935     MONUMENTED       CGS
 FL1107  HISTORY     - 1958     GOOD             NGS
 FL1107  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1107
 FL1107                          STATION DESCRIPTION
 FL1107
 FL1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FL1107'6.4 MI S FROM AMARILLO.
 FL1107'ABOUT 6.4 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1107'THE STATION AT AMARILLO, 15 TELEPHONE POLES SOUTH OF MILE POST 559,
 FL1107'ABOUT 0.65 MILE SOUTH OF THE ZITA SIDING SIGN, 96 FEET EAST OF THE
 FL1107'NEAR RAIL, 106 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD CROSSING,
 FL1107'44 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTHWEST OF A
 FL1107'FENCE CORNER, 2 FEET NORTHEAST OF A FENCE, 1 FOOT NORTH OF A METAL
 FL1107'WITNESS POST, ABOUT 3 FEET BELOW THE TRACK, ABOUT LEVEL WITH THE ROAD,
 FL1107'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 FL1107
 FL1107                          STATION RECOVERY (1984)
 FL1107
 FL1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0564 ***********************************************************************
 FL0564  DESIGNATION -  A 543
 FL0564  PID         -  FL0564
 FL0564  STATE/COUNTY-  TX/ROBERTS
 FL0564  USGS QUAD   -  PAMPA NE (1972)
 FL0564
 FL0564                         *CURRENT SURVEY CONTROL
 FL0564  ___________________________________________________________________
 FL0564* NAD 83(1986)-  35 40 48.     (N)    100 48 45.     (W)     SCALED    
 FL0564* NAVD 88     -       953.010  (meters)    3126.67   (feet)  ADJUSTED  
 FL0564  ___________________________________________________________________
 FL0564  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 FL0564  DYNAMIC HT  -         951.952 (meters)    3123.20  (feet)  COMP
 FL0564  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 FL0564
 FL0564  VERT ORDER  -  SECOND    CLASS 0
 FL0564
 FL0564.The horizontal coordinates were scaled from a topographic map and have
 FL0564.an estimated accuracy of +/- 6 seconds.
 FL0564
 FL0564.The orthometric height was determined by differential leveling
 FL0564.and adjusted by the National Geodetic Survey in June 1991..
 FL0564
 FL0564.The geoid height was determined by GEOID03.
 FL0564
 FL0564.The dynamic height is computed by dividing the NAVD 88
 FL0564.geopotential number by the normal gravity value computed on the
 FL0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0564.degrees latitude (g = 980.6199 gals.).
 FL0564
 FL0564.The modeled gravity was interpolated from observed gravity values.
 FL0564
 FL0564;                    North         East    Units  Estimated Accuracy
 FL0564;SPC TX N     - 1,186,590.      262,230.      MT  (+/- 180 meters Scaled)
 FL0564
 FL0564                          SUPERSEDED SURVEY CONTROL
 FL0564
 FL0564  NGVD 29 (??/??/92)  952.590  (m)         3125.29   (f) ADJ UNCH    2 0
 FL0564
 FL0564.Superseded values are not recommended for survey control.
 FL0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0564.See file dsdata.txt to determine how the superseded data were derived.
 FL0564
 FL0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE359499(NAD 83)
 FL0564_MARKER: DB = BENCH MARK DISK
 FL0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0564_STAMPING: A 543 1935
 FL0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0564+STABILITY: SURFACE MOTION
 FL0564
 FL0564  HISTORY     - Date     Condition        Report By
 FL0564  HISTORY     - 1935     MONUMENTED       CGS
 FL0564  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0564
 FL0564                          STATION DESCRIPTION
 FL0564
 FL0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0564'9.1 MI NE FROM HOOVER.
 FL0564'LN ROBERTS COUNTY, 9.1 MILES NORTHEAST OF HOOVER, GRAY COUNTY.  THIS
 FL0564'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 5.1 MILES
 FL0564'NORTH, 3.0 MILES EAST AND 1.0 MILE NORTH ALONG GRADED ROADS, 1.0 MILE
 FL0564'NORTH OF A GULF SERVICE STATION, 0.4 MILE NORTH OF A SMALL FARMHOUSE,
 FL0564'AT A CURVE, 46.8 FEET NORTHEAST OF THE CENTER OF A ROAD INTERSECTION,
 FL0564'39.3 FEET NORTHWEST OF THE CENTERLINE OF THE GRADED ROAD, AND 27.6
 FL0564'FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD
 FL0564'DISK, STAMPED A 534 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0564
 FL0564                          STATION RECOVERY (1972)
 FL0564
 FL0564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0587 ***********************************************************************
 FL0587  DESIGNATION -  A 544
 FL0587  PID         -  FL0587
 FL0587  STATE/COUNTY-  TX/ROBERTS
 FL0587  USGS QUAD   -  EAST DRY CREEK (1972)
 FL0587
 FL0587                         *CURRENT SURVEY CONTROL
 FL0587  ___________________________________________________________________
 FL0587* NAD 83(1986)-  35 57 00.     (N)    100 32 52.     (W)     SCALED    
 FL0587* NAVD 88     -       733.388  (meters)    2406.12   (feet)  ADJUSTED  
 FL0587  ___________________________________________________________________
 FL0587  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FL0587  DYNAMIC HT  -         732.609 (meters)    2403.57  (feet)  COMP
 FL0587  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 FL0587
 FL0587  VERT ORDER  -  SECOND    CLASS 0
 FL0587
 FL0587.The horizontal coordinates were scaled from a topographic map and have
 FL0587.an estimated accuracy of +/- 6 seconds.
 FL0587
 FL0587.The orthometric height was determined by differential leveling
 FL0587.and adjusted by the National Geodetic Survey in June 1991..
 FL0587
 FL0587.The geoid height was determined by GEOID03.
 FL0587
 FL0587.The dynamic height is computed by dividing the NAVD 88
 FL0587.geopotential number by the normal gravity value computed on the
 FL0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0587.degrees latitude (g = 980.6199 gals.).
 FL0587
 FL0587.The modeled gravity was interpolated from observed gravity values.
 FL0587
 FL0587;                    North         East    Units  Estimated Accuracy
 FL0587;SPC TX N     - 1,216,740.      285,910.      MT  (+/- 180 meters Scaled)
 FL0587
 FL0587                          SUPERSEDED SURVEY CONTROL
 FL0587
 FL0587  NGVD 29 (??/??/92)  733.042  (m)         2404.99   (f) ADJ UNCH    2 0
 FL0587
 FL0587.Superseded values are not recommended for survey control.
 FL0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0587.See file dsdata.txt to determine how the superseded data were derived.
 FL0587
 FL0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE604795(NAD 83)
 FL0587_MARKER: DB = BENCH MARK DISK
 FL0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0587_STAMPING: A 544 1935
 FL0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0587+STABILITY: SURFACE MOTION
 FL0587
 FL0587  HISTORY     - Date     Condition        Report By
 FL0587  HISTORY     - 1935     MONUMENTED       CGS
 FL0587  HISTORY     - 1972     GOOD             LOCSUR
 FL0587
 FL0587                          STATION DESCRIPTION
 FL0587
 FL0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0587'10.2 MI W FROM CANADIAN.
 FL0587'LN ROBERTS COUNTY, 10.2 MILES WEST ALONG A GRADED ROAD FORM THE POST
 FL0587'OFFICE AT CANADIAN, HEMPHILL COUNTY, 0.6 MILE EAST OF THE J.B
 FL0587'WATERIELD RANCH HOUSE, AT A ROAD JUNTION, 57.4 FEET NORTH OF THE NORTH
 FL0587'END OF A CATTLE GUARD, 62.3 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 FL0587'13.4 FEET WEST OF THE CENTERLINE OF A TRAIL, AND 4.4 FEET EAST OF THE
 FL0587'SECTION-LINE FENCE.  A STANDARD DISK, STAMPED A 544 1935 AND SET IN
 FL0587'THE TOP OF A CONCRETE POST.
 FL0587
 FL0587                          STATION RECOVERY (1972)
 FL0587
 FL0587'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 FL0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0964 ***********************************************************************
 FL0964  DESIGNATION -  A 545
 FL0964  PID         -  FL0964
 FL0964  STATE/COUNTY-  TX/GRAY
 FL0964  USGS QUAD   -  GRANDVIEW SCHOOL (1966)
 FL0964
 FL0964                         *CURRENT SURVEY CONTROL
 FL0964  ___________________________________________________________________
 FL0964* NAD 83(1986)-  35 17 14.     (N)    101 00 31.     (W)     SCALED    
 FL0964* NAVD 88     -       995.465  (meters)    3265.95   (feet)  ADJUSTED  
 FL0964  ___________________________________________________________________
 FL0964  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FL0964  DYNAMIC HT  -         994.337 (meters)    3262.25  (feet)  COMP
 FL0964  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 FL0964
 FL0964  VERT ORDER  -  SECOND    CLASS 0
 FL0964
 FL0964.The horizontal coordinates were scaled from a topographic map and have
 FL0964.an estimated accuracy of +/- 6 seconds.
 FL0964
 FL0964.The orthometric height was determined by differential leveling
 FL0964.and adjusted by the National Geodetic Survey in June 1991..
 FL0964
 FL0964.The geoid height was determined by GEOID03.
 FL0964
 FL0964.The dynamic height is computed by dividing the NAVD 88
 FL0964.geopotential number by the normal gravity value computed on the
 FL0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0964.degrees latitude (g = 980.6199 gals.).
 FL0964
 FL0964.The modeled gravity was interpolated from observed gravity values.
 FL0964
 FL0964;                    North         East    Units  Estimated Accuracy
 FL0964;SPC TX N     - 1,142,910.      244,700.      MT  (+/- 180 meters Scaled)
 FL0964
 FL0964                          SUPERSEDED SURVEY CONTROL
 FL0964
 FL0964  NGVD 29 (??/??/92)  995.04   (m)         3264.6    (f) COMPUTED    2 0
 FL0964
 FL0964.Superseded values are not recommended for survey control.
 FL0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0964.See file dsdata.txt to determine how the superseded data were derived.
 FL0964
 FL0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE173067(NAD 83)
 FL0964_MARKER: DB = BENCH MARK DISK
 FL0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0964_STAMPING: A 545 1935
 FL0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0964+STABILITY: SURFACE MOTION
 FL0964
 FL0964  HISTORY     - Date     Condition        Report By
 FL0964  HISTORY     - 1935     MONUMENTED       CGS
 FL0964
 FL0964                          STATION DESCRIPTION
 FL0964
 FL0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0964'7.1 MI N FROM BOYDSTON.
 FL0964'7.1 MILES NORTH ALONG A GRADED ROAD FROM THE CHICAGO, ROCK ISLAND AND
 FL0964'PACIFIC RAILWAY STATION AT BOYDSTON, GRAY COUNTY, 1.2 MILES SOUTH OF
 FL0964'THE GRAND VIEW SCHOOL, 0.2 MILE NORTH OF A ROAD JUNCTION, 75 FEET
 FL0964'NORTH OF AN OLD LAKE BED, 44.2 FEET EAST OF THE CENTERLINE OF THE
 FL0964'ROAD, 7.6 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 2.8 FEET NORTH OF A
 FL0964'SECTION-LINE FENCE.  A STANDARD DISK, STAMPED A 545 1935 AND SET IN
 FL0964'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0981 ***********************************************************************
 FL0981  DESIGNATION -  A 546 RESET 1966
 FL0981  PID         -  FL0981
 FL0981  STATE/COUNTY-  TX/CARSON
 FL0981  USGS QUAD   -  WHITE DEER SW (1966)
 FL0981
 FL0981                         *CURRENT SURVEY CONTROL
 FL0981  ___________________________________________________________________
 FL0981* NAD 83(1986)-  35 15 14.     (N)    101 14 24.     (W)     SCALED    
 FL0981* NAVD 88     -      1024.37   (meters)    3360.8    (feet)  RESET     
 FL0981  ___________________________________________________________________
 FL0981  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0981
 FL0981  VERT ORDER  -  THIRD
 FL0981
 FL0981.The horizontal coordinates were scaled from a topographic map and have
 FL0981.an estimated accuracy of +/- 6 seconds.
 FL0981
 FL0981.The orthometric height was computed from unverified reset data.
 FL0981
 FL0981.The geoid height was determined by GEOID03.
 FL0981
 FL0981;                    North         East    Units  Estimated Accuracy
 FL0981;SPC TX N     - 1,139,130.      223,660.      MT  (+/- 180 meters Scaled)
 FL0981
 FL0981                          SUPERSEDED SURVEY CONTROL
 FL0981
 FL0981.No superseded survey control is available for this station.
 FL0981
 FL0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE962034(NAD 83)
 FL0981_MARKER: DB = BENCH MARK DISK
 FL0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0981_STAMPING: A 546 RESET 1966
 FL0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0981+STABILITY: SURFACE MOTION
 FL0981
 FL0981  HISTORY     - Date     Condition        Report By
 FL0981  HISTORY     - 1966     MONUMENTED       CGS
 FL0981
 FL0981                          STATION DESCRIPTION
 FL0981
 FL0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FL0981'3.35 MI N FROM LARK.
 FL0981'ABOUT 3.35 MILES NORTH ALONG A FARM-TO-MARKET ROAD FROM THE
 FL0981'GROCERY-CAFE STORE AND GAS STATION IN LARK TO SITE OF BENCH MARK, 60
 FL0981'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 29 FEET NORTH OF
 FL0981'THE CENTER LINE OF THE EAST-WEST ROAD, 67 FEET NORTHWEST OF THE ROAD
 FL0981'INTERSECTION, 1 FOOT NORTH OF A FENCE LINE, AND 1 FOOT NORTHWEST OF A
 FL0981'METAL WITNESS POST.  AT TEXAS HIGHWAY DEPARTMENT BASE STATION 179 +
 FL0981'64.  A C AND GS DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS
 FL0981'2 INCHES ABOVE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0593 ***********************************************************************
 FL0593  DESIGNATION -  A 549
 FL0593  PID         -  FL0593
 FL0593  STATE/COUNTY-  TX/ROBERTS
 FL0593  USGS QUAD   -  MIAMI (1972)
 FL0593
 FL0593                         *CURRENT SURVEY CONTROL
 FL0593  ___________________________________________________________________
 FL0593* NAD 83(1986)-  35 41 42.     (N)    100 40 05.     (W)     SCALED    
 FL0593* NAVD 88     -       843.641  (meters)    2767.85   (feet)  ADJUSTED  
 FL0593  ___________________________________________________________________
 FL0593  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FL0593  DYNAMIC HT  -         842.706 (meters)    2764.78  (feet)  COMP
 FL0593  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 FL0593
 FL0593  VERT ORDER  -  SECOND    CLASS 0
 FL0593
 FL0593.The horizontal coordinates were scaled from a topographic map and have
 FL0593.an estimated accuracy of +/- 6 seconds.
 FL0593
 FL0593.The orthometric height was determined by differential leveling
 FL0593.and adjusted by the National Geodetic Survey in June 1991..
 FL0593
 FL0593.The geoid height was determined by GEOID03.
 FL0593
 FL0593.The dynamic height is computed by dividing the NAVD 88
 FL0593.geopotential number by the normal gravity value computed on the
 FL0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0593.degrees latitude (g = 980.6199 gals.).
 FL0593
 FL0593.The modeled gravity was interpolated from observed gravity values.
 FL0593
 FL0593;                    North         East    Units  Estimated Accuracy
 FL0593;SPC TX N     - 1,188,360.      275,290.      MT  (+/- 180 meters Scaled)
 FL0593
 FL0593                          SUPERSEDED SURVEY CONTROL
 FL0593
 FL0593  NGVD 29 (??/??/92)  843.249  (m)         2766.56   (f) ADJ UNCH    2 0
 FL0593
 FL0593.Superseded values are not recommended for survey control.
 FL0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0593.See file dsdata.txt to determine how the superseded data were derived.
 FL0593
 FL0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE490514(NAD 83)
 FL0593_MARKER: DB = BENCH MARK DISK
 FL0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0593_STAMPING: A 549 1935
 FL0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0593+STABILITY: SURFACE MOTION
 FL0593
 FL0593  HISTORY     - Date     Condition        Report By
 FL0593  HISTORY     - 1935     MONUMENTED       CGS
 FL0593  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0593
 FL0593                          STATION DESCRIPTION
 FL0593
 FL0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0593'1.1 MI NW FROM MIAMI.
 FL0593'1.1 MILES NORTHWEST AND 0.4 MILE NORTH ALONG GRADED ROADS FROM THE
 FL0593'COUNTY COURTHOUSE AT MIAMI, ABOUT 400 FEET WEST OF A WATER TANK, 72
 FL0593'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 36 FEET NORTHEAST OF THE
 FL0593'RIGHT-OF-WAY FENCE, NEAR A FIELD GATE, AND 3 FEET SOUTH OF THE LINE
 FL0593'FENCE.  A STANDARD DISK, STAMPED A 549 1935 AND SET IN THE TOP OF A
 FL0593'CONCRETE POST.
 FL0593
 FL0593                          STATION RECOVERY (1972)
 FL0593
 FL0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0238 ***********************************************************************
 FL0238  DESIGNATION -  A 550 RESET 1960
 FL0238  PID         -  FL0238
 FL0238  STATE/COUNTY-  TX/WHEELER
 FL0238  USGS QUAD   -  WHEELER (1978)
 FL0238
 FL0238                         *CURRENT SURVEY CONTROL
 FL0238  ___________________________________________________________________
 FL0238* NAD 83(1986)-  35 25 47.     (N)    100 21 39.     (W)     SCALED    
 FL0238* NAVD 88     -       778.50   (meters)    2554.1    (feet)  RESET     
 FL0238  ___________________________________________________________________
 FL0238  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 FL0238
 FL0238  VERT ORDER  -  THIRD
 FL0238
 FL0238.The horizontal coordinates were scaled from a topographic map and have
 FL0238.an estimated accuracy of +/- 6 seconds.
 FL0238
 FL0238.The orthometric height was computed from unverified reset data.
 FL0238
 FL0238.The geoid height was determined by GEOID03.
 FL0238
 FL0238;                    North         East    Units  Estimated Accuracy
 FL0238;SPC TX N     - 1,159,200.      303,430.      MT  (+/- 180 meters Scaled)
 FL0238
 FL0238                          SUPERSEDED SURVEY CONTROL
 FL0238
 FL0238.No superseded survey control is available for this station.
 FL0238
 FL0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE764215(NAD 83)
 FL0238_MARKER: DB = BENCH MARK DISK
 FL0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0238_STAMPING: A 550 RESET 1960
 FL0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0238+STABILITY: SURFACE MOTION
 FL0238
 FL0238  HISTORY     - Date     Condition        Report By
 FL0238  HISTORY     - 1960     MONUMENTED       TXHD
 FL0238
 FL0238                          STATION DESCRIPTION
 FL0238
 FL0238'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 FL0238'5.7 MI SW FROM WHEELER.
 FL0238'THE MARK IS LOCATED 5.7 MILES WEST OF WHEELER, REACHED FROM THE
 FL0238'COURTHOUSE BY GOING 0.4 MILE WEST, 1.0 MILE SOUTH, AND 4.3 MILES WEST
 FL0238'ALONG GRADED ROADS.  IT IS 5.7 MILES NORTH OF THE POST OFFICE AT MAGIC
 FL0238'CITY, 750 FEET EAST OF A (TIMBER) BRIDGE, 60.0 FEET FROM THE
 FL0238'CENTERLINE OF FARM TO MARKET HIGHWAY (NO. 2167), AND 9 FEET WEST OF A
 FL0238'NORTH AND SOUTH CROSS FENCE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0916 ***********************************************************************
 FL0916  DESIGNATION -  A 551
 FL0916  PID         -  FL0916
 FL0916  STATE/COUNTY-  TX/CARSON
 FL0916  USGS QUAD   -  LARK (1983)
 FL0916
 FL0916                         *CURRENT SURVEY CONTROL
 FL0916  ___________________________________________________________________
 FL0916* NAD 83(1986)-  35 12 28.     (N)    101 10 07.     (W)     SCALED    
 FL0916* NAVD 88     -      1006.448  (meters)    3301.99   (feet)  ADJUSTED  
 FL0916  ___________________________________________________________________
 FL0916  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL0916  DYNAMIC HT  -        1005.277 (meters)    3298.15  (feet)  COMP
 FL0916  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 FL0916
 FL0916  VERT ORDER  -  SECOND    CLASS 0
 FL0916
 FL0916.The horizontal coordinates were scaled from a topographic map and have
 FL0916.an estimated accuracy of +/- 6 seconds.
 FL0916
 FL0916.The orthometric height was determined by differential leveling
 FL0916.and adjusted by the National Geodetic Survey in June 1991..
 FL0916
 FL0916.The geoid height was determined by GEOID03.
 FL0916
 FL0916.The dynamic height is computed by dividing the NAVD 88
 FL0916.geopotential number by the normal gravity value computed on the
 FL0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0916.degrees latitude (g = 980.6199 gals.).
 FL0916
 FL0916.The modeled gravity was interpolated from observed gravity values.
 FL0916
 FL0916;                    North         East    Units  Estimated Accuracy
 FL0916;SPC TX N     - 1,134,040.      230,170.      MT  (+/- 180 meters Scaled)
 FL0916
 FL0916                          SUPERSEDED SURVEY CONTROL
 FL0916
 FL0916  NGVD 29 (??/??/92) 1005.976  (m)         3300.44   (f) ADJ UNCH    2 0
 FL0916
 FL0916.Superseded values are not recommended for survey control.
 FL0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0916.See file dsdata.txt to determine how the superseded data were derived.
 FL0916
 FL0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD025982(NAD 83)
 FL0916_MARKER: DB = BENCH MARK DISK
 FL0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0916_STAMPING: A 551 1935
 FL0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0916+STABILITY: SURFACE MOTION
 FL0916
 FL0916  HISTORY     - Date     Condition        Report By
 FL0916  HISTORY     - 1935     MONUMENTED       CGS
 FL0916
 FL0916                          STATION DESCRIPTION
 FL0916
 FL0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0916'3.5 MI W FROM GROOM.
 FL0916'3.4 MILES WEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT GROOM,
 FL0916'CARSON COUNTY, 0.1 MILE NORTH ALONG A GRADED ROAD.  83 YARDS NORTHEAST
 FL0916'OF A SMALL FARMHOUSE, 36.3 FEET EAST OF THE CENTERLINE OF THE
 FL0916'NORTH-AND-SOUTH ROAD, AND 6.1 FEET NORTH OF A FENCE CORNER.  A
 FL0916'STANDARD DISK, STAMPED A 551 1935 AND SET IN THE TOP OF A CONCRETE
 FL0916'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0950 ***********************************************************************
 FL0950  DESIGNATION -  A 552
 FL0950  PID         -  FL0950
 FL0950  STATE/COUNTY-  TX/CARSON
 FL0950  USGS QUAD   -  WHITE DEER SW (1966)
 FL0950
 FL0950                         *CURRENT SURVEY CONTROL
 FL0950  ___________________________________________________________________
 FL0950* NAD 83(1986)-  35 19 37.     (N)    101 14 24.     (W)     SCALED    
 FL0950* NAVD 88     -      1029.399  (meters)    3377.29   (feet)  ADJUSTED  
 FL0950  ___________________________________________________________________
 FL0950  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0950  DYNAMIC HT  -        1028.206 (meters)    3373.37  (feet)  COMP
 FL0950  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 FL0950
 FL0950  VERT ORDER  -  SECOND    CLASS 0
 FL0950
 FL0950.The horizontal coordinates were scaled from a topographic map and have
 FL0950.an estimated accuracy of +/- 6 seconds.
 FL0950
 FL0950.The orthometric height was determined by differential leveling
 FL0950.and adjusted by the National Geodetic Survey in June 1991..
 FL0950
 FL0950.The geoid height was determined by GEOID03.
 FL0950
 FL0950.The dynamic height is computed by dividing the NAVD 88
 FL0950.geopotential number by the normal gravity value computed on the
 FL0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0950.degrees latitude (g = 980.6199 gals.).
 FL0950
 FL0950.The modeled gravity was interpolated from observed gravity values.
 FL0950
 FL0950;                    North         East    Units  Estimated Accuracy
 FL0950;SPC TX N     - 1,147,240.      223,640.      MT  (+/- 180 meters Scaled)
 FL0950
 FL0950                          SUPERSEDED SURVEY CONTROL
 FL0950
 FL0950  NGVD 29 (??/??/92) 1028.91   (m)         3375.7    (f) COMPUTED    2 0
 FL0950
 FL0950.Superseded values are not recommended for survey control.
 FL0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0950.See file dsdata.txt to determine how the superseded data were derived.
 FL0950
 FL0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE963116(NAD 83)
 FL0950_MARKER: DB = BENCH MARK DISK
 FL0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0950_STAMPING: A 552 1935
 FL0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0950+STABILITY: SURFACE MOTION
 FL0950
 FL0950  HISTORY     - Date     Condition        Report By
 FL0950  HISTORY     - 1935     MONUMENTED       CGS
 FL0950  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0950
 FL0950                          STATION DESCRIPTION
 FL0950
 FL0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0950'14.6 MI SW FROM WHITE DEER.
 FL0950'14.6 MILES SOUTHWEST OF WHITE DEER, CARSON COUNTY.  THIS BENCH MARK
 FL0950'MAY BE REACHED FROM THE POST OFFICE BY GOING 8.8 MILES SOUTH, 1.9
 FL0950'MILES WEST, 1.9 MILES NORTH, AND 2.0 MILES WEST ALONG GRADED ROADS. IT
 FL0950'IS ABOUT 0.9 MILE EAST OF THE HOBART SCHOOL, 183 YARDS SOUTH OF A
 FL0950'WHITE FARMHOUSE, AT A ROAD INTERSECTION, 69.3 FEET WEST OF THE CENTER
 FL0950'OF THE INTERSECTION, 45.7 FEET NORTH OF THE CENTERLINE OF THE
 FL0950'EAST-AND-WEST ROAD, 9.5 FEET WEST OF A SECTION-LINE FENCE, AND 2.7
 FL0950'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 552
 FL0950'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0950
 FL0950                          STATION RECOVERY (1966)
 FL0950
 FL0950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0987 ***********************************************************************
 FL0987  DESIGNATION -  A 553
 FL0987  PID         -  FL0987
 FL0987  STATE/COUNTY-  TX/CARSON
 FL0987  USGS QUAD   -  CUYLER (1978)
 FL0987
 FL0987                         *CURRENT SURVEY CONTROL
 FL0987  ___________________________________________________________________
 FL0987* NAD 83(1986)-  35 23 48.     (N)    101 15 25.     (W)     SCALED    
 FL0987* NAVD 88     -      1033.089  (meters)    3389.39   (feet)  ADJUSTED  
 FL0987  ___________________________________________________________________
 FL0987  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0987  DYNAMIC HT  -        1031.897 (meters)    3385.48  (feet)  COMP
 FL0987  MODELED GRAV-     979,444.6   (mgal)                       NAVD 88
 FL0987
 FL0987  VERT ORDER  -  SECOND    CLASS 0
 FL0987
 FL0987.The horizontal coordinates were scaled from a topographic map and have
 FL0987.an estimated accuracy of +/- 6 seconds.
 FL0987
 FL0987.The orthometric height was determined by differential leveling
 FL0987.and adjusted by the National Geodetic Survey in June 1991..
 FL0987
 FL0987.The geoid height was determined by GEOID03.
 FL0987
 FL0987.The dynamic height is computed by dividing the NAVD 88
 FL0987.geopotential number by the normal gravity value computed on the
 FL0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0987.degrees latitude (g = 980.6199 gals.).
 FL0987
 FL0987.The modeled gravity was interpolated from observed gravity values.
 FL0987
 FL0987;                    North         East    Units  Estimated Accuracy
 FL0987;SPC TX N     - 1,154,970.      222,080.      MT  (+/- 180 meters Scaled)
 FL0987
 FL0987                          SUPERSEDED SURVEY CONTROL
 FL0987
 FL0987  NGVD 29 (??/??/92) 1032.614  (m)         3387.83   (f) ADJ UNCH    2 0
 FL0987
 FL0987.Superseded values are not recommended for survey control.
 FL0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0987.See file dsdata.txt to determine how the superseded data were derived.
 FL0987
 FL0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE950193(NAD 83)
 FL0987_MARKER: DB = BENCH MARK DISK
 FL0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0987_STAMPING: A 553 1935
 FL0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0987+STABILITY: SURFACE MOTION
 FL0987
 FL0987  HISTORY     - Date     Condition        Report By
 FL0987  HISTORY     - 1935     MONUMENTED       CGS
 FL0987
 FL0987                          STATION DESCRIPTION
 FL0987
 FL0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0987'5.0 MI SW FROM WHITE DEER.
 FL0987'5.0 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0987'STATION AT WHITE DEER, CARSON COUNTY, 0.1 MILE SOUTHWEST OF MILEPOST
 FL0987'518, AT A ROAD CROSSING, 91.4 FEET SOUTH OF THE SOUTH RAIL OF THE
 FL0987'EAST-BOUND TRACK, 84.7 FEET SOUTHEAST OF THE CENTER OF THE CROSSING,
 FL0987'AND 6.7 FEET SOUTHWEST OF POLE E 5.  A STANDARD DISK, STAMPED A 553
 FL0987'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0385 ***********************************************************************
 FL0385  DESIGNATION -  A 554
 FL0385  PID         -  FL0385
 FL0385  STATE/COUNTY-  TX/GRAY
 FL0385  USGS QUAD   -  BACK (1962)
 FL0385
 FL0385                         *CURRENT SURVEY CONTROL
 FL0385  ___________________________________________________________________
 FL0385* NAD 83(1986)-  35 16 12.     (N)    100 33 08.     (W)     SCALED    
 FL0385* NAVD 88     -       854.584  (meters)    2803.75   (feet)  ADJUSTED  
 FL0385  ___________________________________________________________________
 FL0385  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FL0385  DYNAMIC HT  -         853.669 (meters)    2800.75  (feet)  COMP
 FL0385  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 FL0385
 FL0385  VERT ORDER  -  SECOND    CLASS 0
 FL0385
 FL0385.The horizontal coordinates were scaled from a topographic map and have
 FL0385.an estimated accuracy of +/- 6 seconds.
 FL0385
 FL0385.The orthometric height was determined by differential leveling
 FL0385.and adjusted by the National Geodetic Survey in June 1991..
 FL0385
 FL0385.The geoid height was determined by GEOID03.
 FL0385
 FL0385.The dynamic height is computed by dividing the NAVD 88
 FL0385.geopotential number by the normal gravity value computed on the
 FL0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0385.degrees latitude (g = 980.6199 gals.).
 FL0385
 FL0385.The modeled gravity was interpolated from observed gravity values.
 FL0385
 FL0385;                    North         East    Units  Estimated Accuracy
 FL0385;SPC TX N     - 1,141,300.      286,230.      MT  (+/- 180 meters Scaled)
 FL0385
 FL0385                          SUPERSEDED SURVEY CONTROL
 FL0385
 FL0385  NGVD 29 (??/??/92)  854.258  (m)         2802.68   (f) ADJ UNCH    2 0
 FL0385
 FL0385.Superseded values are not recommended for survey control.
 FL0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0385.See file dsdata.txt to determine how the superseded data were derived.
 FL0385
 FL0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE588040(NAD 83)
 FL0385_MARKER: DB = BENCH MARK DISK
 FL0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0385_STAMPING: A 554 1935
 FL0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0385+STABILITY: SURFACE MOTION
 FL0385
 FL0385  HISTORY     - Date     Condition        Report By
 FL0385  HISTORY     - 1935     MONUMENTED       CGS
 FL0385
 FL0385                          STATION DESCRIPTION
 FL0385
 FL0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0385'5.0 MI NE FROM MCLEAN.
 FL0385'2.8 MILES NORTH AND 2.2 MILES EAST ALONG GRADED ROADS FROM THE POST
 FL0385'OFFICE AT MCLEAN, GRAY COUNTY, 120 FEET SOUTH OF THE SOUTH SIDE OF A
 FL0385'WHITE BUNGALOW, IN THE SOUTH EDGE OF THE YARD, 30 FEET NORTH OF THE
 FL0385'CENTERLINE OF THE ROAD, AND 10.5 FEET NORTH-NORTHEAST OF A POWERPOLE.
 FL0385'A STANDARD DISK, STAMPED A 554 1935 AND SET IN THE TOP OF A CONCRETE
 FL0385'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0711 ***********************************************************************
 BY0711  DESIGNATION -  A 556
 BY0711  PID         -  BY0711
 BY0711  STATE/COUNTY-  TX/ANGELINA
 BY0711  USGS QUAD   -  WELLS SW (1980)
 BY0711
 BY0711                         *CURRENT SURVEY CONTROL
 BY0711  ___________________________________________________________________
 BY0711* NAD 83(1986)-  31 20 32.     (N)    094 52 34.     (W)     SCALED    
 BY0711* NAVD 88     -        78.15   (+/-2cm)     256.4    (feet)  VERTCON   
 BY0711  ___________________________________________________________________
 BY0711  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BY0711
 BY0711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0711
 BY0711.The horizontal coordinates were scaled from a topographic map and have
 BY0711.an estimated accuracy of +/- 6 seconds.
 BY0711
 BY0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0711.The vertical order pertains to the NGVD 29 superseded value.
 BY0711
 BY0711.The geoid height was determined by GEOID03.
 BY0711
 BY0711;                    North         East    Units  Estimated Accuracy
 BY0711;SPC TX C     - 3,198,480.    1,219,060.      MT  (+/- 180 meters Scaled)
 BY0711
 BY0711                          SUPERSEDED SURVEY CONTROL
 BY0711
 BY0711  NGVD 29 (??/??/92)   78.200  (m)          256.56   (f) ADJ UNCH    2 0
 BY0711
 BY0711.Superseded values are not recommended for survey control.
 BY0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0711.See file dsdata.txt to determine how the superseded data were derived.
 BY0711
 BY0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ215690(NAD 83)
 BY0711_MARKER: DB = BENCH MARK DISK
 BY0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0711_STAMPING: A 556 1947
 BY0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0711+STABILITY: SURFACE MOTION
 BY0711
 BY0711  HISTORY     - Date     Condition        Report By
 BY0711  HISTORY     - 1947     MONUMENTED       CGS
 BY0711
 BY0711                          STATION DESCRIPTION
 BY0711
 BY0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0711'11.6 MI W FROM LUFKIN.
 BY0711'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0711'THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE SOUTHWEST 7.4
 BY0711'MILES ALONG STATE HIGHWAY NO.94, THENCE NORTH 0.8 MILE ALONG A GRADED
 BY0711'DIRT ROAD, THENCE NORTHWEST 3.0 MILES ALONG A GRADED DIRT ROAD, 130.0
 BY0711'FEET NORTH OF A POWER POLE, 119.5 FEET SOUTHEAST OF AND ACROSS THE
 BY0711'ROAD FROM A 20 INCH PINE TREE, 89.0 FEET NORTH OF THE NORTHEAST CORNER
 BY0711'OF A WOODEN BRIDGE, 40.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.4
 BY0711'FEET SOUTH OF A 4 X 4 IN. WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0711'POST WHICH PROJECTS ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0692 ***********************************************************************
 BY0692  DESIGNATION -  A 557
 BY0692  PID         -  BY0692
 BY0692  STATE/COUNTY-  TX/ANGELINA
 BY0692  USGS QUAD   -  WELLS (1980)
 BY0692
 BY0692                         *CURRENT SURVEY CONTROL
 BY0692  ___________________________________________________________________
 BY0692* NAD 83(1986)-  31 23 54.     (N)    094 56 46.     (W)     SCALED    
 BY0692* NAVD 88     -        60.74   (+/-2cm)     199.3    (feet)  VERTCON   
 BY0692  ___________________________________________________________________
 BY0692  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY0692
 BY0692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0692
 BY0692.The horizontal coordinates were scaled from a topographic map and have
 BY0692.an estimated accuracy of +/- 6 seconds.
 BY0692
 BY0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0692.The vertical order pertains to the NGVD 29 superseded value.
 BY0692
 BY0692.The geoid height was determined by GEOID03.
 BY0692
 BY0692;                    North         East    Units  Estimated Accuracy
 BY0692;SPC TX C     - 3,204,370.    1,212,100.      MT  (+/- 180 meters Scaled)
 BY0692
 BY0692                          SUPERSEDED SURVEY CONTROL
 BY0692
 BY0692  NGVD 29 (??/??/92)   60.798  (m)          199.47   (f) ADJ UNCH    2 0
 BY0692
 BY0692.Superseded values are not recommended for survey control.
 BY0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0692.See file dsdata.txt to determine how the superseded data were derived.
 BY0692
 BY0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ149753(NAD 83)
 BY0692_MARKER: DB = BENCH MARK DISK
 BY0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0692_SP_SET: CULVERT
 BY0692_STAMPING: A 557 1947
 BY0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0692
 BY0692  HISTORY     - Date     Condition        Report By
 BY0692  HISTORY     - 1947     MONUMENTED       CGS
 BY0692  HISTORY     - 1948     GOOD             NGS
 BY0692
 BY0692                          STATION DESCRIPTION
 BY0692
 BY0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY0692'7.7 MI W FROM POLLOCK.
 BY0692'6.0 MILES SOUTHWEST ALONG FARM TO MARKET ROAD 327 FROM THE POST OFFICE
 BY0692'AT POLLOCK, THENCE 1.7 MILES WEST ALONG STATE HIGHWAY 103, 73.8 FEET
 BY0692'SOUTHEAST OF HIGHWAY STATION MARKER 1640 + 00, 21.2 FEET NORTH OF THE
 BY0692'CENTER LINE OF THE HIGHWAY, 1.0 FOOT WEST OF THE EAST END OF AND IN
 BY0692'THE TOP OF THE NORTH HEADWALL OF AN 18-FOOT TWIN-CHANNEL CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1603 ***********************************************************************
 BY1603  DESIGNATION -  A 558
 BY1603  PID         -  BY1603
 BY1603  STATE/COUNTY-  TX/TRINITY
 BY1603  USGS QUAD   -  CRECY (1963)
 BY1603
 BY1603                         *CURRENT SURVEY CONTROL
 BY1603  ___________________________________________________________________
 BY1603* NAD 83(1986)-  31 11 04.     (N)    095 02 18.     (W)     SCALED    
 BY1603* NAVD 88     -       112.99   (+/-2cm)     370.7    (feet)  VERTCON   
 BY1603  ___________________________________________________________________
 BY1603  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY1603
 BY1603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1603
 BY1603.The horizontal coordinates were scaled from a topographic map and have
 BY1603.an estimated accuracy of +/- 6 seconds.
 BY1603
 BY1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1603.The vertical order pertains to the NGVD 29 superseded value.
 BY1603
 BY1603.The geoid height was determined by GEOID03.
 BY1603
 BY1603;                    North         East    Units  Estimated Accuracy
 BY1603;SPC TX C     - 3,180,260.    1,204,470.      MT  (+/- 180 meters Scaled)
 BY1603
 BY1603                          SUPERSEDED SURVEY CONTROL
 BY1603
 BY1603  NGVD 29 (??/??/92)  113.017  (m)          370.79   (f) ADJ UNCH    2 0
 BY1603
 BY1603.Superseded values are not recommended for survey control.
 BY1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1603.See file dsdata.txt to determine how the superseded data were derived.
 BY1603
 BY1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ057518(NAD 83)
 BY1603_MARKER: DB = BENCH MARK DISK
 BY1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1603_STAMPING: A 558 1948
 BY1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1603+STABILITY: SURFACE MOTION
 BY1603
 BY1603  HISTORY     - Date     Condition        Report By
 BY1603  HISTORY     - 1948     MONUMENTED       CGS
 BY1603
 BY1603                          STATION DESCRIPTION
 BY1603
 BY1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1603'5.2 MI SW FROM APPLE SPRINGS.
 BY1603'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY1603'LODGE AT APPLE SPRINGS, AT A ROAD JUNCTION, 0.4 MILE NORTHEAST OF
 BY1603'CENTERVILLE HIGH SCHOOL, 178.0 FEET NORTH OF THE CENTER LINE OF AN
 BY1603'EAST-WEST ROAD, 67.3 FEET SOUTHWEST OF A 15-INCH OAK TREE WITH A
 BY1603'TRIANGULAR BLAZE, 58.1 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BY1603'HIGHWAY, 1.8 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 BY1603'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0617 ***********************************************************************
 BL0617  DESIGNATION -  A 559
 BL0617  PID         -  BL0617
 BL0617  STATE/COUNTY-  TX/POLK
 BL0617  USGS QUAD   -  CARMONA (1984)
 BL0617
 BL0617                         *CURRENT SURVEY CONTROL
 BL0617  ___________________________________________________________________
 BL0617* NAD 83(1986)-  30 56 08.     (N)    094 59 41.     (W)     SCALED    
 BL0617* NAVD 88     -        93.68   (+/-2cm)     307.3    (feet)  VERTCON   
 BL0617  ___________________________________________________________________
 BL0617  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL0617
 BL0617  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0617
 BL0617.The horizontal coordinates were scaled from a topographic map and have
 BL0617.an estimated accuracy of +/- 6 seconds.
 BL0617
 BL0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0617.The vertical order pertains to the NGVD 29 superseded value.
 BL0617
 BL0617.The geoid height was determined by GEOID03.
 BL0617
 BL0617;                    North         East    Units  Estimated Accuracy
 BL0617;SPC TX C     - 3,152,900.    1,209,950.      MT  (+/- 180 meters Scaled)
 BL0617
 BL0617                          SUPERSEDED SURVEY CONTROL
 BL0617
 BL0617  NGVD 29 (??/??/92)   93.688  (m)          307.37   (f) ADJ UNCH    2 0
 BL0617
 BL0617.Superseded values are not recommended for survey control.
 BL0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0617.See file dsdata.txt to determine how the superseded data were derived.
 BL0617
 BL0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ094241(NAD 83)
 BL0617_MARKER: DB = BENCH MARK DISK
 BL0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0617_STAMPING: A 559 1948
 BL0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0617+STABILITY: SURFACE MOTION
 BL0617
 BL0617  HISTORY     - Date     Condition        Report By
 BL0617  HISTORY     - 1948     MONUMENTED       CGS
 BL0617  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0617
 BL0617                          STATION DESCRIPTION
 BL0617
 BL0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0617'6.95 MI SW FROM CARMONA.
 BL0617'3.95 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0617'CARMONA, THENCE 3.0 MILES SOUTHWEST ALONG A DIRT ROAD, 162.1 FEET
 BL0617'SOUTH OF AND ACROSS THE ROAD FROM A T FENCE CORNER, 113.6 FEET EAST OF
 BL0617'AND ACROSS THE ROAD FROM A 14-INCH SWEETGUM TREE WITH A TRIANGULAR
 BL0617'BLAZE, 19.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET
 BL0617'NORTHEAST OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, 1.9
 BL0617'FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0617'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BL0617
 BL0617                          STATION RECOVERY (1977)
 BL0617
 BL0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0383 ***********************************************************************
 BL0383  DESIGNATION -  A 56
 BL0383  PID         -  BL0383
 BL0383  STATE/COUNTY-  TX/LIBERTY
 BL0383  USGS QUAD   -  LIBERTY (1984)
 BL0383
 BL0383                         *CURRENT SURVEY CONTROL
 BL0383  ___________________________________________________________________
 BL0383* NAD 83(1986)-  30 03 33.     (N)    094 47 45.     (W)     SCALED    
 BL0383* NAVD 88     -        10.93   (+/-2cm)      35.9    (feet)  VERTCON   
 BL0383  ___________________________________________________________________
 BL0383  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0383
 BL0383  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0383
 BL0383.The horizontal coordinates were scaled from a topographic map and have
 BL0383.an estimated accuracy of +/- 6 seconds.
 BL0383
 BL0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0383.The vertical order pertains to the NGVD 29 superseded value.
 BL0383
 BL0383.The geoid height was determined by GEOID03.
 BL0383
 BL0383;                    North         East    Units  Estimated Accuracy
 BL0383;SPC TX C     - 3,056,800.    1,233,760.      MT  (+/- 180 meters Scaled)
 BL0383
 BL0383                          SUPERSEDED SURVEY CONTROL
 BL0383
 BL0383  NGVD 29 (??/??/92)   10.935  (m)           35.88   (f) ADJ UNCH    1 2
 BL0383
 BL0383.Superseded values are not recommended for survey control.
 BL0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0383.See file dsdata.txt to determine how the superseded data were derived.
 BL0383
 BL0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP268267(NAD 83)
 BL0383_MARKER: DB = BENCH MARK DISK
 BL0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0383_SP_SET: BUILDING
 BL0383_STAMPING: A 56 1918 ELEV 36.663 FT
 BL0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0383
 BL0383  HISTORY     - Date     Condition        Report By
 BL0383  HISTORY     - 1918     MONUMENTED       CGS
 BL0383  HISTORY     - 1972     GOOD             NGS
 BL0383  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL0383  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0383  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL0383  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0383  HISTORY     - 19960801 MARK NOT FOUND   USPSQD
 BL0383  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BL0383  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0383
 BL0383                          STATION DESCRIPTION
 BL0383
 BL0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0383'IN LIBERTY.
 BL0383'AT LIBERTY, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF MAIN STREET
 BL0383'AND TRINITY AVENUE, SET VERTICALLY IN THE WEST FACE OF A STUCCO
 BL0383'BUILDING AND AT THE SOUTHWEST CORNER, 91 FEET SOUTH OF THE SOUTH
 BL0383'CURBLINE OF THE AVENUE, 9 FEET EAST OF THE EAST CURBLINE OF THE
 BL0383'STREET, AND 3.1 FEET ABOVE THE LEVEL OF THE SIDEWALK.  THE MARK IS
 BL0383'COUNTER SUNK ABOUT 1/2-INCH.  ABOUT 1 1/2 BLOCKS NORTH ALONG MAIN
 BL0383'STREET FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD.
 BL0383
 BL0383                          STATION RECOVERY (1987)
 BL0383
 BL0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0383'NOT RECOVERED. POSSIBLY COVERED BY DECRATIVE SHUTTER.
 BL0383
 BL0383                          STATION RECOVERY (1988)
 BL0383
 BL0383'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0383'MARK NOT FOUND.
 BL0383
 BL0383                          STATION RECOVERY (1989)
 BL0383
 BL0383'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0383'MARK NOT FOUND.
 BL0383
 BL0383                          STATION RECOVERY (1990)
 BL0383
 BL0383'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0383'MARK NOT FOUND.
 BL0383
 BL0383                          STATION RECOVERY (1996)
 BL0383
 BL0383'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0383'MARK NOT FOUND.
 BL0383
 BL0383                          STATION RECOVERY (2003)
 BL0383
 BL0383'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0383'MARK NOT FOUND.
 BL0383
 BL0383                          STATION RECOVERY (2004)
 BL0383
 BL0383'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1548 ***********************************************************************
 BY1548  DESIGNATION -  A 560
 BY1548  PID         -  BY1548
 BY1548  STATE/COUNTY-  TX/TRINITY
 BY1548  USGS QUAD   -  GROVETON WEST (1963)
 BY1548
 BY1548                         *CURRENT SURVEY CONTROL
 BY1548  ___________________________________________________________________
 BY1548* NAD 83(1986)-  31 05 51.     (N)    095 10 14.     (W)     SCALED    
 BY1548* NAVD 88     -       110.28   (+/-2cm)     361.8    (feet)  VERTCON   
 BY1548  ___________________________________________________________________
 BY1548  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BY1548
 BY1548  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1548
 BY1548.The horizontal coordinates were scaled from a topographic map and have
 BY1548.an estimated accuracy of +/- 6 seconds.
 BY1548
 BY1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1548.The vertical order pertains to the NGVD 29 superseded value.
 BY1548
 BY1548.The geoid height was determined by GEOID03.
 BY1548
 BY1548;                    North         East    Units  Estimated Accuracy
 BY1548;SPC TX C     - 3,170,040.    1,192,330.      MT  (+/- 180 meters Scaled)
 BY1548
 BY1548                          SUPERSEDED SURVEY CONTROL
 BY1548
 BY1548  NGVD 29 (??/??/92)  110.287  (m)          361.83   (f) ADJ UNCH    2 0
 BY1548
 BY1548.Superseded values are not recommended for survey control.
 BY1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1548.See file dsdata.txt to determine how the superseded data were derived.
 BY1548
 BY1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ929424(NAD 83)
 BY1548_MARKER: DB = BENCH MARK DISK
 BY1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1548_STAMPING: A 560 1948
 BY1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1548+STABILITY: SURFACE MOTION
 BY1548
 BY1548  HISTORY     - Date     Condition        Report By
 BY1548  HISTORY     - 1948     MONUMENTED       CGS
 BY1548  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1548
 BY1548                          STATION DESCRIPTION
 BY1548
 BY1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1548'4.3 MI NW FROM GROVETON.
 BY1548'4.3 MILES NORTHWEST ALONG U. S. HIGHWAY 287 FROM THE COURTHOUSE AT
 BY1548'GROVETON, ON THE OUTSIDE OF A CURVE, 246.0 FEET SOUTH OF THE SOUTH END
 BY1548'OF THE EAST HEADWALL OF A TWIN CHANNEL CONCRETE CULVERT, 53.4 FEET
 BY1548'EAST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET SOUTH OF A REFERENCE
 BY1548'POST, 1.0 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BY1548'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY1548
 BY1548                          STATION RECOVERY (1996)
 BY1548
 BY1548'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1294 ***********************************************************************
 FL1294  DESIGNATION -  A 562
 FL1294  PID         -  FL1294
 FL1294  STATE/COUNTY-  TX/RANDALL
 FL1294  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1294
 FL1294                         *CURRENT SURVEY CONTROL
 FL1294  ___________________________________________________________________
 FL1294* NAD 83(1986)-  35 06 51.     (N)    101 56 15.     (W)     SCALED    
 FL1294* NAVD 88     -      1121.632  (meters)    3679.89   (feet)  ADJUSTED  
 FL1294  ___________________________________________________________________
 FL1294  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 FL1294  DYNAMIC HT  -        1120.280 (meters)    3675.45  (feet)  COMP
 FL1294  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 FL1294
 FL1294  VERT ORDER  -  SECOND    CLASS 0
 FL1294
 FL1294.The horizontal coordinates were scaled from a topographic map and have
 FL1294.an estimated accuracy of +/- 6 seconds.
 FL1294
 FL1294.The orthometric height was determined by differential leveling
 FL1294.and adjusted by the National Geodetic Survey in June 1991..
 FL1294
 FL1294.The geoid height was determined by GEOID03.
 FL1294
 FL1294.The dynamic height is computed by dividing the NAVD 88
 FL1294.geopotential number by the normal gravity value computed on the
 FL1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1294.degrees latitude (g = 980.6199 gals.).
 FL1294
 FL1294.The modeled gravity was interpolated from observed gravity values.
 FL1294
 FL1294;                    North         East    Units  Estimated Accuracy
 FL1294;SPC TX N     - 1,123,690.      160,120.      MT  (+/- 180 meters Scaled)
 FL1294
 FL1294                          SUPERSEDED SURVEY CONTROL
 FL1294
 FL1294  NGVD 29 (??/??/92) 1121.139  (m)         3678.27   (f) ADJ UNCH    2 0
 FL1294
 FL1294.Superseded values are not recommended for survey control.
 FL1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1294.See file dsdata.txt to determine how the superseded data were derived.
 FL1294
 FL1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD322896(NAD 83)
 FL1294_MARKER: DB = BENCH MARK DISK
 FL1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1294_STAMPING: A-562 1935
 FL1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1294+STABILITY: SURFACE MOTION
 FL1294
 FL1294  HISTORY     - Date     Condition        Report By
 FL1294  HISTORY     - 1935     MONUMENTED       CGS
 FL1294  HISTORY     - 1954     MARK NOT FOUND   USGS
 FL1294
 FL1294                          STATION DESCRIPTION
 FL1294
 FL1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1294'5.17 MI S FROM SONCY.
 FL1294'A 562.-- IN RANDALL COUNTY, 5.2 MILES SOUTH ALONG THE CANYON ROAD FROM
 FL1294'THE POST OFFICE AT SONCY, POTTER COUNTY, 0.4 MILE NORTHEAST OF
 FL1294'DISTRICT NO. 6 COUNTRY SCHOOL, 0.2 MILE SOUTH OF THE INTERSECTION OF
 FL1294'AN EAST-AND-WEST ROAD, WEST OF LOW FLAT LAND, 30 FEET WEST OF THE
 FL1294'CENTER LINE OF THE ROAD, AND 2 FEET WEST OF A NORTH-AND-SOUTH FENCE
 FL1294'LINE.  A STANDARD DISK, STAMPED A 562 1935 AND SET IN THE TOP OF A
 FL1294'CONCRETE POST.
 FL1294
 FL1294                          STATION RECOVERY (1954)
 FL1294
 FL1294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FL1294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1265 ***********************************************************************
 FL1265  DESIGNATION -  A 563
 FL1265  PID         -  FL1265
 FL1265  STATE/COUNTY-  TX/ARMSTRONG
 FL1265  USGS QUAD   -  WASHBURN (1973)
 FL1265
 FL1265                         *CURRENT SURVEY CONTROL
 FL1265  ___________________________________________________________________
 FL1265* NAD 83(1986)-  35 12 01.     (N)    101 36 52.     (W)     SCALED    
 FL1265* NAVD 88     -      1066.129  (meters)    3497.79   (feet)  ADJUSTED  
 FL1265  ___________________________________________________________________
 FL1265  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1265  DYNAMIC HT  -        1064.858 (meters)    3493.62  (feet)  COMP
 FL1265  MODELED GRAV-     979,406.5   (mgal)                       NAVD 88
 FL1265
 FL1265  VERT ORDER  -  FIRST     CLASS II
 FL1265
 FL1265.The horizontal coordinates were scaled from a topographic map and have
 FL1265.an estimated accuracy of +/- 6 seconds.
 FL1265
 FL1265.The orthometric height was determined by differential leveling
 FL1265.and adjusted by the National Geodetic Survey in June 1991..
 FL1265
 FL1265.The geoid height was determined by GEOID03.
 FL1265
 FL1265.The dynamic height is computed by dividing the NAVD 88
 FL1265.geopotential number by the normal gravity value computed on the
 FL1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1265.degrees latitude (g = 980.6199 gals.).
 FL1265
 FL1265.The modeled gravity was interpolated from observed gravity values.
 FL1265
 FL1265;                    North         East    Units  Estimated Accuracy
 FL1265;SPC TX N     - 1,133,160.      189,580.      MT  (+/- 180 meters Scaled)
 FL1265
 FL1265                          SUPERSEDED SURVEY CONTROL
 FL1265
 FL1265  NGVD 29 (??/??/92) 1065.620  (m)         3496.12   (f) ADJ UNCH    1 2
 FL1265
 FL1265.Superseded values are not recommended for survey control.
 FL1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1265.See file dsdata.txt to determine how the superseded data were derived.
 FL1265
 FL1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD619983(NAD 83)
 FL1265_MARKER: DB = BENCH MARK DISK
 FL1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1265_STAMPING: A 563 1935
 FL1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1265+STABILITY: SURFACE MOTION
 FL1265
 FL1265  HISTORY     - Date     Condition        Report By
 FL1265  HISTORY     - 1935     MONUMENTED       CGS
 FL1265  HISTORY     - 1943     GOOD             NGS
 FL1265
 FL1265                          STATION DESCRIPTION
 FL1265
 FL1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1265'5 MI SW FROM YARNALL.
 FL1265'IN ARMSTRONG COUNTY, 4.1 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 FL1265'GULF RAILWAY FROM THE STATION AT YARNALL, CARSON COUNTY, THENCE 0.9
 FL1265'MILE SOUTH ALONG A GRADED ROAD.  ON THE SOUTH SLOPE OF A HILL, 0.4
 FL1265'MILE SOUTH OF THE CROSSING OF A POWER LINE, 53 FEET WEST OF THE WEST
 FL1265'END OF A LARGE BORROW PIT, 31 FEET WEST OF THE CENTERLINE OF THE ROAD,
 FL1265'AND 3.2 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FL1265'STAMPED A 563 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1162 ***********************************************************************
 AY1162  DESIGNATION -  A 564
 AY1162  PID         -  AY1162
 AY1162  STATE/COUNTY-  TX/BANDERA
 AY1162  USGS QUAD   -  BANDERA (1982)
 AY1162
 AY1162                         *CURRENT SURVEY CONTROL
 AY1162  ___________________________________________________________________
 AY1162* NAD 83(1986)-  29 43 45.     (N)    099 07 14.     (W)     SCALED    
 AY1162* NAVD 88     -       390.568  (meters)    1281.39   (feet)  ADJUSTED  
 AY1162  ___________________________________________________________________
 AY1162  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AY1162  DYNAMIC HT  -         390.004 (meters)    1279.54  (feet)  COMP
 AY1162  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AY1162
 AY1162  VERT ORDER  -  SECOND    CLASS 0
 AY1162
 AY1162.The horizontal coordinates were scaled from a topographic map and have
 AY1162.an estimated accuracy of +/- 6 seconds.
 AY1162
 AY1162.The orthometric height was determined by differential leveling
 AY1162.and adjusted by the National Geodetic Survey in June 1991..
 AY1162
 AY1162.The geoid height was determined by GEOID03.
 AY1162
 AY1162.The dynamic height is computed by dividing the NAVD 88
 AY1162.geopotential number by the normal gravity value computed on the
 AY1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1162.degrees latitude (g = 980.6199 gals.).
 AY1162
 AY1162.The modeled gravity was interpolated from observed gravity values.
 AY1162
 AY1162;                    North         East    Units  Estimated Accuracy
 AY1162;SPC TXSC     - 4,210,120.      588,340.      MT  (+/- 180 meters Scaled)
 AY1162
 AY1162                          SUPERSEDED SURVEY CONTROL
 AY1162
 AY1162  NGVD 29 (??/??/92)  390.455  (m)         1281.02   (f) ADJ UNCH    2 0
 AY1162
 AY1162.Superseded values are not recommended for survey control.
 AY1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1162.See file dsdata.txt to determine how the superseded data were derived.
 AY1162
 AY1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT883887(NAD 83)
 AY1162_MARKER: DB = BENCH MARK DISK
 AY1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1162_STAMPING: A 564 1953
 AY1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1162+STABILITY: SURFACE MOTION
 AY1162
 AY1162  HISTORY     - Date     Condition        Report By
 AY1162  HISTORY     - 1953     MONUMENTED       CGS
 AY1162  HISTORY     - 1963     GOOD             USGS
 AY1162  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1162
 AY1162                          STATION DESCRIPTION
 AY1162
 AY1162'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AY1162'2.2 MI W FROM BANDERA.
 AY1162'2.2 MILES WEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT BANDERA,
 AY1162'THENCE 0.7 MILE SOUTHWEST ALONG FARM ROAD 470, 230 FEET NORTHEAST OF
 AY1162'THE ENTRANCE TO TWIN ELM GUEST RANCH, 72 FEET NORTHWEST OF THE
 AY1162'CENTERLINE OF HIGHWAY, 1.7 FEET SOUTHEAST OF A FENCE AND 2 FEET
 AY1162'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1162'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1162
 AY1162                          STATION RECOVERY (1993)
 AY1162
 AY1162'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0476 ***********************************************************************
 EN0476  DESIGNATION -  A 565
 EN0476  PID         -  EN0476
 EN0476  STATE/COUNTY-  TX/ARMSTRONG
 EN0476  USGS QUAD   -  PONY FLATS (1984)
 EN0476
 EN0476                         *CURRENT SURVEY CONTROL
 EN0476  ___________________________________________________________________
 EN0476* NAD 83(1986)-  34 54 47.     (N)    101 36 16.     (W)     SCALED    
 EN0476* NAVD 88     -       826.443  (meters)    2711.42   (feet)  POSTED    
 EN0476  ___________________________________________________________________
 EN0476  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EN0476  DYNAMIC HT  -         825.450 (meters)    2708.16  (feet)  COMP
 EN0476  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 EN0476
 EN0476  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EN0476
 EN0476.The horizontal coordinates were scaled from a topographic map and have
 EN0476.an estimated accuracy of +/- 6 seconds.
 EN0476
 EN0476.The orthometric height was determined by differential leveling
 EN0476.and adjusted by the National Geodetic Survey in 1992..
 EN0476.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EN0476.rate of 4.1 thru 8.0 mm/km.
 EN0476
 EN0476.The geoid height was determined by GEOID03.
 EN0476
 EN0476.The dynamic height is computed by dividing the NAVD 88
 EN0476.geopotential number by the normal gravity value computed on the
 EN0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0476.degrees latitude (g = 980.6199 gals.).
 EN0476
 EN0476.The modeled gravity was interpolated from observed gravity values.
 EN0476
 EN0476;                    North         East    Units  Estimated Accuracy
 EN0476;SPC TX N     - 1,101,300.      190,460.      MT  (+/- 180 meters Scaled)
 EN0476
 EN0476                          SUPERSEDED SURVEY CONTROL
 EN0476
 EN0476  NGVD 29 (??/??/92)  825.669  (m)         2708.88   (f) ADJ UNCH    2 0
 EN0476
 EN0476.Superseded values are not recommended for survey control.
 EN0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0476.See file dsdata.txt to determine how the superseded data were derived.
 EN0476
 EN0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD620664(NAD 83)
 EN0476_MARKER: DB = BENCH MARK DISK
 EN0476_SETTING: 80 = SET IN A BOULDER
 EN0476_SP_SET: BOUDER
 EN0476_STAMPING: A 565 1935
 EN0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0476+STABILITY: SURFACE MOTION
 EN0476
 EN0476  HISTORY     - Date     Condition        Report By
 EN0476  HISTORY     - 1935     MONUMENTED       CGS
 EN0476  HISTORY     - 1943     MARK NOT FOUND   NGS
 EN0476  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0476
 EN0476                          STATION DESCRIPTION
 EN0476
 EN0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0476'23.1 MI E FROM CANYON.
 EN0476'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0476'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 3.1 MILES EAST
 EN0476'ALONG TRAILS LEADING DOWN PALO DURO CANYON.  AT THE FOOT OF THE WEST
 EN0476'RIDGE OF THE CANYON, 129 FEET SOUTH OF THE CREEK AT A REVERSE CURVE,
 EN0476'118 FEET SOUTH OF A LARGE COTTONWOOD TREE, ABOUT 53 FEET SOUTHEAST OF
 EN0476'A LARGE BLAZED PINE TREE, AND IN THE TOP OF A LARGE FLAT 9-FOOT
 EN0476'BOULDER.  A STANDARD DISK, STAMPED A 565 1935.
 EN0476
 EN0476                          STATION RECOVERY (1954)
 EN0476
 EN0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EN0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0436 ***********************************************************************
 EN0436  DESIGNATION -  A 566
 EN0436  PID         -  EN0436
 EN0436  STATE/COUNTY-  TX/RANDALL
 EN0436  USGS QUAD   -  CANYON (1984)
 EN0436
 EN0436                         *CURRENT SURVEY CONTROL
 EN0436  ___________________________________________________________________
 EN0436* NAD 83(1986)-  34 58 25.     (N)    101 57 13.     (W)     SCALED    
 EN0436* NAVD 88     -      1088.970  (meters)    3572.73   (feet)  ADJUSTED  
 EN0436  ___________________________________________________________________
 EN0436  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 EN0436  DYNAMIC HT  -        1087.646 (meters)    3568.39  (feet)  COMP
 EN0436  MODELED GRAV-     979,381.7   (mgal)                       NAVD 88
 EN0436
 EN0436  VERT ORDER  -  SECOND    CLASS 0
 EN0436
 EN0436.The horizontal coordinates were scaled from a topographic map and have
 EN0436.an estimated accuracy of +/- 6 seconds.
 EN0436
 EN0436.The orthometric height was determined by differential leveling
 EN0436.and adjusted by the National Geodetic Survey in June 1991..
 EN0436
 EN0436.The geoid height was determined by GEOID03.
 EN0436
 EN0436.The dynamic height is computed by dividing the NAVD 88
 EN0436.geopotential number by the normal gravity value computed on the
 EN0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0436.degrees latitude (g = 980.6199 gals.).
 EN0436
 EN0436.The modeled gravity was interpolated from observed gravity values.
 EN0436
 EN0436;                    North         East    Units  Estimated Accuracy
 EN0436;SPC TX N     - 1,108,110.      158,580.      MT  (+/- 180 meters Scaled)
 EN0436
 EN0436                          SUPERSEDED SURVEY CONTROL
 EN0436
 EN0436  NGVD 29 (??/??/92) 1088.496  (m)         3571.17   (f) ADJ UNCH    2 0
 EN0436
 EN0436.Superseded values are not recommended for survey control.
 EN0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0436.See file dsdata.txt to determine how the superseded data were derived.
 EN0436
 EN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD303741(NAD 83)
 EN0436_MARKER: DB = BENCH MARK DISK
 EN0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0436_STAMPING: A-566 1935
 EN0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0436+STABILITY: SURFACE MOTION
 EN0436
 EN0436  HISTORY     - Date     Condition        Report By
 EN0436  HISTORY     - 1935     MONUMENTED       CGS
 EN0436  HISTORY     - 1943     GOOD             NGS
 EN0436
 EN0436                          STATION DESCRIPTION
 EN0436
 EN0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0436'2.14 MI SW FROM CANYON.
 EN0436'ALONG GRADED ROAD.  TO REACH BENCH MARK FROM CANYON COURT HOUSE GO 1.7
 EN0436'MILES WEST ALONG GRADED ROAD, THENCE 0.44 MILES SOUTH ALONG GRADED
 EN0436'ROAD.  ABOUT 250 FEET NORTH OF HILL, 27.5 FEET EAST OF CENTER LINE OF
 EN0436'GRADED ROAD, 21.0 FEET SOUTH OF ENTRANCE TO CANYON PLANT AND TRUCK
 EN0436'FARM, AND 1.0 FOOT WEST OF RIGHT OF WAY FENCE.  NOTE-- A WHITE REF.
 EN0436'POST IS 1 FT. S OF BM.
 EN0436
 EN0436                          STATION RECOVERY (1943)
 EN0436
 EN0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EN0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0081 ***********************************************************************
 EO0081  DESIGNATION -  A 567
 EO0081  PID         -  EO0081
 EO0081  STATE/COUNTY-  TX/RANDALL
 EO0081  USGS QUAD   -  HAPPY HEREFORD RANCH (1984)
 EO0081
 EO0081                         *CURRENT SURVEY CONTROL
 EO0081  ___________________________________________________________________
 EO0081* NAD 83(1986)-  34 46 44.     (N)    102 00 27.     (W)     SCALED    
 EO0081* NAVD 88     -      1140.522  (meters)    3741.86   (feet)  ADJUSTED  
 EO0081  ___________________________________________________________________
 EO0081  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 EO0081  DYNAMIC HT  -        1139.094 (meters)    3737.18  (feet)  COMP
 EO0081  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 EO0081
 EO0081  VERT ORDER  -  SECOND    CLASS 0
 EO0081
 EO0081.The horizontal coordinates were scaled from a topographic map and have
 EO0081.an estimated accuracy of +/- 6 seconds.
 EO0081
 EO0081.The orthometric height was determined by differential leveling
 EO0081.and adjusted by the National Geodetic Survey in June 1991..
 EO0081
 EO0081.The geoid height was determined by GEOID03.
 EO0081
 EO0081.The dynamic height is computed by dividing the NAVD 88
 EO0081.geopotential number by the normal gravity value computed on the
 EO0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0081.degrees latitude (g = 980.6199 gals.).
 EO0081
 EO0081.The modeled gravity was interpolated from observed gravity values.
 EO0081
 EO0081;                    North         East    Units  Estimated Accuracy
 EO0081;SPC TX N     - 1,086,530.      153,550.      MT  (+/- 180 meters Scaled)
 EO0081
 EO0081                          SUPERSEDED SURVEY CONTROL
 EO0081
 EO0081  NGVD 29 (??/??/92) 1140.017  (m)         3740.21   (f) ADJ UNCH    2 0
 EO0081
 EO0081.Superseded values are not recommended for survey control.
 EO0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0081.See file dsdata.txt to determine how the superseded data were derived.
 EO0081
 EO0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU738526(NAD 83)
 EO0081_MARKER: DB = BENCH MARK DISK
 EO0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0081_STAMPING: A 567 1935
 EO0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0081+STABILITY: SURFACE MOTION
 EO0081
 EO0081  HISTORY     - Date     Condition        Report By
 EO0081  HISTORY     - 1935     MONUMENTED       CGS
 EO0081  HISTORY     - 1961     MARK NOT FOUND   USGS
 EO0081
 EO0081                          STATION DESCRIPTION
 EO0081
 EO0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0081'11.04 MI NW FROM HAPPY.
 EO0081'ALONG GRADED ROAD BETWEEN HAPPY AND UMBARGER.  TO REACH FROM HAPPY
 EO0081'POST OFFICE GO 2.83 MILES NORTHWEST ALONG STATE HIGHWAY NO. 9, THEN
 EO0081'8.21 MILES WEST ALONG GRADEDROAD.  ABOUT 0.15 MILES WEST OF DRY LAKE
 EO0081'BED, AND 0.1 MILE EAST OF A CROSS ROAD.  26.4 FEET NORTH OF CENTERLINE
 EO0081'OF ROAD, 15.7 FEET WEST OF FENCE LINE RUNNING NORTH, AND 2.9 FEET
 EO0081'NORTH OF RIGHT OF WAY FENCE.  NOTE-- ROAD WORK IN AREA.
 EO0081
 EO0081                          STATION RECOVERY (1961)
 EO0081
 EO0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EO0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0520 ***********************************************************************
 EN0520  DESIGNATION -  A 568
 EN0520  PID         -  EN0520
 EN0520  STATE/COUNTY-  TX/RANDALL
 EN0520  USGS QUAD   -  CANYON SE (1984)
 EN0520
 EN0520                         *CURRENT SURVEY CONTROL
 EN0520  ___________________________________________________________________
 EN0520* NAD 83(1986)-  34 46 19.     (N)    101 50 53.     (W)     SCALED    
 EN0520* NAVD 88     -      1102.183  (meters)    3616.08   (feet)  ADJUSTED  
 EN0520  ___________________________________________________________________
 EN0520  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EN0520  DYNAMIC HT  -        1100.817 (meters)    3611.60  (feet)  COMP
 EN0520  MODELED GRAV-     979,358.1   (mgal)                       NAVD 88
 EN0520
 EN0520  VERT ORDER  -  SECOND    CLASS 0
 EN0520
 EN0520.The horizontal coordinates were scaled from a topographic map and have
 EN0520.an estimated accuracy of +/- 6 seconds.
 EN0520
 EN0520.The orthometric height was determined by differential leveling
 EN0520.and adjusted by the National Geodetic Survey in June 1991..
 EN0520
 EN0520.The geoid height was determined by GEOID03.
 EN0520
 EN0520.The dynamic height is computed by dividing the NAVD 88
 EN0520.geopotential number by the normal gravity value computed on the
 EN0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0520.degrees latitude (g = 980.6199 gals.).
 EN0520
 EN0520.The modeled gravity was interpolated from observed gravity values.
 EN0520
 EN0520;                    North         East    Units  Estimated Accuracy
 EN0520;SPC TX N     - 1,085,690.      168,140.      MT  (+/- 180 meters Scaled)
 EN0520
 EN0520                          SUPERSEDED SURVEY CONTROL
 EN0520
 EN0520  NGVD 29 (??/??/92) 1101.714  (m)         3614.54   (f) ADJ UNCH    2 0
 EN0520
 EN0520.Superseded values are not recommended for survey control.
 EN0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0520.See file dsdata.txt to determine how the superseded data were derived.
 EN0520
 EN0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD393514(NAD 83)
 EN0520_MARKER: DB = BENCH MARK DISK
 EN0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0520_STAMPING: A 568 1935
 EN0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0520+STABILITY: SURFACE MOTION
 EN0520
 EN0520  HISTORY     - Date     Condition        Report By
 EN0520  HISTORY     - 1935     MONUMENTED       CGS
 EN0520  HISTORY     - 1943     GOOD             NGS
 EN0520  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0520
 EN0520                          STATION DESCRIPTION
 EN0520
 EN0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0520'2.4 MI N FROM HAPPY.
 EN0520'IN RANDALL COUNTY, 2.4 MILES NORTH OF HAPPY, SWISHER COUNTY.  THIS
 EN0520'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.2 MILE EAST
 EN0520'ALONG A CITY STREET, THENCE 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 87,
 EN0520'AND THENCE 0.3 MILE EAST AND 1.6 MILES NORTH ALONG GRADED ROADS.  IT
 EN0520'IS 0.3 MILE SOUTH OF A ROAD INTERSECTION, 59.2 FEET WEST OF THE
 EN0520'CENTERLINE OF THE RIGHT-OF-WAY FENCE, AND 2.2 FEET NORTH OF A FENCE
 EN0520'LEADING WEST.  A STANDARD DISK, STAMPED A 568 1935 AND SET IN THE TOP
 EN0520'OF A CONCRETE POST.
 EN0520
 EN0520                          STATION RECOVERY (1980)
 EN0520
 EN0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0520'BROKEN CONCRETE POST FOUND IN VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0947 ***********************************************************************
 EN0947  DESIGNATION -  A 568 RESET
 EN0947  PID         -  EN0947
 EN0947  STATE/COUNTY-  TX/RANDALL
 EN0947  USGS QUAD   -  CANYON SE (1984)
 EN0947
 EN0947                         *CURRENT SURVEY CONTROL
 EN0947  ___________________________________________________________________
 EN0947* NAD 83(1986)-  34 46 19.     (N)    101 50 53.     (W)     SCALED    
 EN0947* NAVD 88     -      1102.16   (meters)    3616.0    (feet)  RESET     
 EN0947  ___________________________________________________________________
 EN0947  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EN0947
 EN0947  VERT ORDER  -  THIRD
 EN0947
 EN0947.The horizontal coordinates were scaled from a topographic map and have
 EN0947.an estimated accuracy of +/- 6 seconds.
 EN0947
 EN0947.The orthometric height was computed from unverified reset data.
 EN0947
 EN0947.The geoid height was determined by GEOID03.
 EN0947
 EN0947;                    North         East    Units  Estimated Accuracy
 EN0947;SPC TX N     - 1,085,690.      168,140.      MT  (+/- 180 meters Scaled)
 EN0947
 EN0947                          SUPERSEDED SURVEY CONTROL
 EN0947
 EN0947  NGVD 29 (01/29/03) 1101.69   (m)         3614.5    (f) RESET       3  
 EN0947
 EN0947.Superseded values are not recommended for survey control.
 EN0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0947.See file dsdata.txt to determine how the superseded data were derived.
 EN0947
 EN0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD393514(NAD 83)
 EN0947_MARKER: DV = VERTICAL CONTROL DISK
 EN0947_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EN0947_SP_SET: HEADWALL
 EN0947_STAMPING: A 568 RESET 1980
 EN0947_MARK LOGO: NGS   
 EN0947_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0947+STABILITY: SURFACE MOTION
 EN0947
 EN0947  HISTORY     - Date     Condition        Report By
 EN0947  HISTORY     - 1980     MONUMENTED       TXHD
 EN0947
 EN0947                          STATION DESCRIPTION
 EN0947
 EN0947'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1980
 EN0947'2.4 MILES (3.9 KM) NORTH OF HAPPY-SWISHER COUNTY, REACHED FROM THE
 EN0947'POST OFFICE BY GOING 0.5 MILES (0.8 KM) EAST ALONG A CITY STREET,
 EN0947'THENCE 1.9 MILES (3.1 KM) NORTH ALONG INTERSTATE HIGHWAY 27 TO A
 EN0947'5-5X3X355 FOOT CONCRETE DRAINAGE STRUCTURE, IN THE SOUTH END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0237 ***********************************************************************
 EN0237  DESIGNATION -  A 569
 EN0237  PID         -  EN0237
 EN0237  STATE/COUNTY-  TX/ARMSTRONG
 EN0237  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0237
 EN0237                         *CURRENT SURVEY CONTROL
 EN0237  ___________________________________________________________________
 EN0237* NAD 83(1986)-  34 50 41.     (N)    101 26 05.     (W)     SCALED    
 EN0237* NAVD 88     -       760.416  (meters)    2494.80   (feet)  ADJUSTED  
 EN0237  ___________________________________________________________________
 EN0237  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EN0237  DYNAMIC HT  -         759.520 (meters)    2491.86  (feet)  COMP
 EN0237  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 EN0237
 EN0237  VERT ORDER  -  SECOND    CLASS 0
 EN0237
 EN0237.The horizontal coordinates were scaled from a topographic map and have
 EN0237.an estimated accuracy of +/- 6 seconds.
 EN0237
 EN0237.The orthometric height was determined by differential leveling
 EN0237.and adjusted by the National Geodetic Survey in June 1991..
 EN0237
 EN0237.The geoid height was determined by GEOID03.
 EN0237
 EN0237.The dynamic height is computed by dividing the NAVD 88
 EN0237.geopotential number by the normal gravity value computed on the
 EN0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0237.degrees latitude (g = 980.6199 gals.).
 EN0237
 EN0237.The modeled gravity was interpolated from observed gravity values.
 EN0237
 EN0237;                    North         East    Units  Estimated Accuracy
 EN0237;SPC TX N     - 1,093,710.      205,970.      MT  (+/- 180 meters Scaled)
 EN0237
 EN0237                          SUPERSEDED SURVEY CONTROL
 EN0237
 EN0237  NGVD 29 (??/??/92)  759.990  (m)         2493.40   (f) ADJ UNCH    2 0
 EN0237
 EN0237.Superseded values are not recommended for survey control.
 EN0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0237.See file dsdata.txt to determine how the superseded data were derived.
 EN0237
 EN0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD773585(NAD 83)
 EN0237_MARKER: DB = BENCH MARK DISK
 EN0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0237_STAMPING: A 569 1935
 EN0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0237+STABILITY: SURFACE MOTION
 EN0237
 EN0237  HISTORY     - Date     Condition        Report By
 EN0237  HISTORY     - 1935     MONUMENTED       CGS
 EN0237  HISTORY     - 1943     MARK NOT FOUND   NGS
 EN0237
 EN0237                          STATION DESCRIPTION
 EN0237
 EN0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0237'7.4 MI NE FROM WAYSIDE.
 EN0237'3.2 MILES EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT WAYSIDE,
 EN0237'ARMSTRONG COUNTY, THENCE 4.2 MILES NORTHEAST ALONG THE CANYON ROAD.
 EN0237'0.1 MILE SOUTH OF THE SOUTH BANK OF THE RIVER, ABOUT 200 FEET EAST OF
 EN0237'THE EAST BANK OF A DRY LAKE, AND 68 FEET EAST OF THE CENTERLINE OF THE
 EN0237'ROAD.  A STANDARD DISK, STAMPED A 569 1935 AND SET IN THE TOP OF A
 EN0237'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0251 ***********************************************************************
 FM0251  DESIGNATION -  A 570
 FM0251  PID         -  FM0251
 FM0251  STATE/COUNTY-  TX/OLDHAM
 FM0251  USGS QUAD   -  VEGA NORTH (1966)
 FM0251
 FM0251                         *CURRENT SURVEY CONTROL
 FM0251  ___________________________________________________________________
 FM0251* NAD 83(1986)-  35 15 10.     (N)    102 23 59.     (W)     SCALED    
 FM0251* NAVD 88     -      1208.223  (meters)    3963.98   (feet)  ADJUSTED  
 FM0251  ___________________________________________________________________
 FM0251  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 FM0251  DYNAMIC HT  -        1206.763 (meters)    3959.19  (feet)  COMP
 FM0251  MODELED GRAV-     979,384.0   (mgal)                       NAVD 88
 FM0251
 FM0251  VERT ORDER  -  SECOND    CLASS 0
 FM0251
 FM0251.The horizontal coordinates were scaled from a topographic map and have
 FM0251.an estimated accuracy of +/- 6 seconds.
 FM0251
 FM0251.The orthometric height was determined by differential leveling
 FM0251.and adjusted by the National Geodetic Survey in June 1991..
 FM0251
 FM0251.The geoid height was determined by GEOID03.
 FM0251
 FM0251.The dynamic height is computed by dividing the NAVD 88
 FM0251.geopotential number by the normal gravity value computed on the
 FM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0251.degrees latitude (g = 980.6199 gals.).
 FM0251
 FM0251.The modeled gravity was interpolated from observed gravity values.
 FM0251
 FM0251;                    North         East    Units  Estimated Accuracy
 FM0251;SPC TX N     - 1,139,350.      118,130.      MT  (+/- 180 meters Scaled)
 FM0251
 FM0251                          SUPERSEDED SURVEY CONTROL
 FM0251
 FM0251  NGVD 29 (??/??/92) 1207.701  (m)         3962.27   (f) ADJ UNCH    2 0
 FM0251
 FM0251.Superseded values are not recommended for survey control.
 FM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0251.See file dsdata.txt to determine how the superseded data were derived.
 FM0251
 FM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV365041(NAD 83)
 FM0251_MARKER: DB = BENCH MARK DISK
 FM0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0251_STAMPING: A 570 1935
 FM0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0251+STABILITY: SURFACE MOTION
 FM0251
 FM0251  HISTORY     - Date     Condition        Report By
 FM0251  HISTORY     - 1935     MONUMENTED       CGS
 FM0251
 FM0251                          STATION DESCRIPTION
 FM0251
 FM0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0251'2.0 MI NE FROM VEGA.
 FM0251'ALONG GRADED ROAD BETWEEN VEGA AND TASCOSA.  TO REACH FROM VEGA GO 0.4
 FM0251'MILE NORTH, THENCE 1.6 MILES EAST ALONG GRADED ROADS.  0.8 MILE EAST
 FM0251'OF STUCCO RANCH HOUSE, ON THE EAST SIDE OF VALLEY.  38 FEET NORTH OF
 FM0251'CENTERLINE OF ROAD, 85 FEET WEST OF IRRIGATION DITCH, AND 2 FEET SOUTH
 FM0251'OF EAST AND WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0362 ***********************************************************************
 AM0362  DESIGNATION -  A 572
 AM0362  PID         -  AM0362
 AM0362  STATE/COUNTY-  TX/MATAGORDA
 AM0362  USGS QUAD   -  SARGENT (1972)
 AM0362
 AM0362                         *CURRENT SURVEY CONTROL
 AM0362  ___________________________________________________________________
 AM0362* NAD 83(1986)-  28 50 05.     (N)    095 39 52.     (W)     SCALED    
 AM0362* NAVD 88     -         3.25   (+/-2cm)      10.7    (feet)  VERTCON   
 AM0362  ___________________________________________________________________
 AM0362  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AM0362
 AM0362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0362
 AM0362.The horizontal coordinates were scaled from a topographic map and have
 AM0362.an estimated accuracy of +/- 6 seconds.
 AM0362
 AM0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0362.The vertical order pertains to the NGVD 29 superseded value.
 AM0362
 AM0362.The geoid height was determined by GEOID03.
 AM0362
 AM0362;                    North         East    Units  Estimated Accuracy
 AM0362;SPC TXSC     - 4,115,620.      925,450.      MT  (+/- 180 meters Scaled)
 AM0362
 AM0362                          SUPERSEDED SURVEY CONTROL
 AM0362
 AM0362  NGVD 29 (??/??/92)    3.285  (m)           10.78   (f) ADJ UNCH    2 0
 AM0362
 AM0362.Superseded values are not recommended for survey control.
 AM0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0362.See file dsdata.txt to determine how the superseded data were derived.
 AM0362
 AM0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM400925(NAD 83)
 AM0362_MARKER: DB = BENCH MARK DISK
 AM0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0362_STAMPING: A 572 1941
 AM0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0362+STABILITY: SURFACE MOTION
 AM0362
 AM0362  HISTORY     - Date     Condition        Report By
 AM0362  HISTORY     - 1941     MONUMENTED       CGS
 AM0362  HISTORY     - 1977     GOOD             NGS
 AM0362  HISTORY     - 1991     GOOD             USPSQD
 AM0362  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0362
 AM0362                          STATION DESCRIPTION
 AM0362
 AM0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0362'IN SARGENT.
 AM0362'AT SARGENT, MATAGORDA COUNTY, ON A NORTH-AND-SOUTH CONCRETE HALF-SLAB
 AM0362'ROAD, 257 FEET SOUTH OF THE POST OFFICE AND STORE, 260 FEET NORTHWEST
 AM0362'OF A WOODEN BRIDGE AT THE JUNCTION OF A ROAD LEADING SOUTHWEST IN THE
 AM0362'SOUTH CORNER OF A SMALL PARK, ON THE OUTSIDE OF A CURVE IN THE ROAD,
 AM0362'53 FEET WEST OF THE CENTERLINE OF THE ROAD, 11 FEET EAST OF THE EDGE
 AM0362'OF A DRAINAGE DITCH, 2.7 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AM0362'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED A 572 1941 AND SET IN
 AM0362'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AM0362
 AM0362                          STATION RECOVERY (1977)
 AM0362
 AM0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0362'RECOVERED IN GOOD CONDITION.
 AM0362
 AM0362                          STATION RECOVERY (1991)
 AM0362
 AM0362'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0362'RECOVERED IN GOOD CONDITION.
 AM0362
 AM0362                          STATION RECOVERY (2003)
 AM0362
 AM0362'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0392 ***********************************************************************
 AM0392  DESIGNATION -  A 573
 AM0392  PID         -  AM0392
 AM0392  STATE/COUNTY-  TX/MATAGORDA
 AM0392  USGS QUAD   -  BAY CITY NE (1972)
 AM0392
 AM0392                         *CURRENT SURVEY CONTROL
 AM0392  ___________________________________________________________________
 AM0392* NAD 83(1986)-  28 54 31.     (N)    095 47 00.     (W)     SCALED    
 AM0392* NAVD 88     -         5.53   (+/-2cm)      18.1    (feet)  VERTCON   
 AM0392  ___________________________________________________________________
 AM0392  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AM0392
 AM0392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0392
 AM0392.The horizontal coordinates were scaled from a topographic map and have
 AM0392.an estimated accuracy of +/- 6 seconds.
 AM0392
 AM0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0392.The vertical order pertains to the NGVD 29 superseded value.
 AM0392
 AM0392.The geoid height was determined by GEOID03.
 AM0392
 AM0392;                    North         East    Units  Estimated Accuracy
 AM0392;SPC TXSC     - 4,123,480.      913,630.      MT  (+/- 180 meters Scaled)
 AM0392
 AM0392                          SUPERSEDED SURVEY CONTROL
 AM0392
 AM0392  NGVD 29 (??/??/92)    5.558  (m)           18.23   (f) ADJ UNCH    2 0
 AM0392
 AM0392.Superseded values are not recommended for survey control.
 AM0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0392.See file dsdata.txt to determine how the superseded data were derived.
 AM0392
 AM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN286010(NAD 83)
 AM0392_MARKER: DB = BENCH MARK DISK
 AM0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0392_STAMPING: A 573 1941
 AM0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0392+STABILITY: SURFACE MOTION
 AM0392
 AM0392  HISTORY     - Date     Condition        Report By
 AM0392  HISTORY     - 1941     MONUMENTED       CGS
 AM0392  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0392
 AM0392                          STATION DESCRIPTION
 AM0392
 AM0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0392'0.4 MI SE FROM CEDAR LANE.
 AM0392'0.4 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0392'OFFICE AT CEDAR LANE, THENCE 4.95 MILES SOUTHWEST ALONG THE WADSWORTH
 AM0392'ROAD.  0.55 MILE SOUTHWEST OF A CURVE IN THE ROAD, AT THE CROSSING OF
 AM0392'A TELEPHONE LINE AND A HIGH-PRESSURE GASLINE, 42 FEET SOUTH OF THE
 AM0392'CENTERLINE OF THE ROAD, 11 FEET NORTHWEST OF A POLE, 10 FEET SOUTHEAST
 AM0392'OF A GASOLINE MARKER, 5 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF
 AM0392'THE FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 AM0392'THE ROAD.  A STANDARD DISK, STAMPED A 573 1941 AND SET IN THE TOP OF A
 AM0392'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AM0392
 AM0392                          STATION RECOVERY (1996)
 AM0392
 AM0392'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0547 ***********************************************************************
 AX0547  DESIGNATION -  A 574
 AX0547  PID         -  AX0547
 AX0547  STATE/COUNTY-  TX/WHARTON
 AX0547  USGS QUAD   -  DANEVANG (1951)
 AX0547
 AX0547                         *CURRENT SURVEY CONTROL
 AX0547  ___________________________________________________________________
 AX0547* NAD 83(1986)-  29 06 03.     (N)    096 13 02.     (W)     SCALED    
 AX0547* NAVD 88     -        25.58   (+/-2cm)      83.9    (feet)  VERTCON   
 AX0547  ___________________________________________________________________
 AX0547  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0547
 AX0547  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0547
 AX0547.The horizontal coordinates were scaled from a topographic map and have
 AX0547.an estimated accuracy of +/- 6 seconds.
 AX0547
 AX0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0547.The vertical order pertains to the NGVD 29 superseded value.
 AX0547
 AX0547.The geoid height was determined by GEOID03.
 AX0547
 AX0547;                    North         East    Units  Estimated Accuracy
 AX0547;SPC TXSC     - 4,143,700.      870,830.      MT  (+/- 180 meters Scaled)
 AX0547
 AX0547                          SUPERSEDED SURVEY CONTROL
 AX0547
 AX0547  NGVD 29 (??/??/92)   25.594  (m)           83.97   (f) ADJ UNCH    2 0
 AX0547
 AX0547.Superseded values are not recommended for survey control.
 AX0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0547.See file dsdata.txt to determine how the superseded data were derived.
 AX0547
 AX0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT708223(NAD 83)
 AX0547_MARKER: DB = BENCH MARK DISK
 AX0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0547_STAMPING: A 574 1941
 AX0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0547+STABILITY: SURFACE MOTION
 AX0547
 AX0547  HISTORY     - Date     Condition        Report By
 AX0547  HISTORY     - 1941     MONUMENTED       CGS
 AX0547
 AX0547                          STATION DESCRIPTION
 AX0547
 AX0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0547'8.1 MI SE FROM EL CAMPO.
 AX0547'TO REACH THE BENCH MARK FROM THE FIRE STATION AT EL CAMPO-- GO
 AX0547'SOUTHEAST 7.1 MILES ALONG STATE HIGHWAY 71 TO THE INTERSECTION OF
 AX0547'GRADED DIRT ROAD, THENCE EAST (LEFT) ALONG THE DIRT ROAD 1.0 MILE TO
 AX0547'THE SITE OF THE MARK.  BENCH MARK IS AT A FENCE CORNER, 27.0 FEET
 AX0547'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD,
 AX0547'5.0 FEET SOUTHEAST OF CORNER FENCE POST, 3.0 FEET WEST OF A 4X4 INCH
 AX0547'WOODEN MARKER POST, AND 3.0 FEET SOUTH OF THE RIGHT OF WAY FENCE.
 AX0547'MONUMENT PROJECTS ABOUT 0.6 FOOT.  A STANDARD DISK SET IN TOP OF A
 AX0547'CONCRETE POST, STAMPED A 574 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0531 ***********************************************************************
 AX0531  DESIGNATION -  A 575
 AX0531  PID         -  AX0531
 AX0531  STATE/COUNTY-  TX/WHARTON
 AX0531  USGS QUAD   -  EL CAMPO (1981)
 AX0531
 AX0531                         *CURRENT SURVEY CONTROL
 AX0531  ___________________________________________________________________
 AX0531* NAD 83(1986)-  29 11 17.     (N)    096 15 47.     (W)     SCALED    
 AX0531* NAVD 88     -        31.07   (+/-2cm)     101.9    (feet)  VERTCON   
 AX0531  ___________________________________________________________________
 AX0531  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0531
 AX0531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0531
 AX0531.The horizontal coordinates were scaled from a topographic map and have
 AX0531.an estimated accuracy of +/- 6 seconds.
 AX0531
 AX0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0531.The vertical order pertains to the NGVD 29 superseded value.
 AX0531
 AX0531.The geoid height was determined by GEOID03.
 AX0531
 AX0531;                    North         East    Units  Estimated Accuracy
 AX0531;SPC TXSC     - 4,153,250.      866,140.      MT  (+/- 180 meters Scaled)
 AX0531
 AX0531                          SUPERSEDED SURVEY CONTROL
 AX0531
 AX0531  NGVD 29 (??/??/92)   31.074  (m)          101.95   (f) ADJ UNCH    2 0
 AX0531
 AX0531.Superseded values are not recommended for survey control.
 AX0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0531.See file dsdata.txt to determine how the superseded data were derived.
 AX0531
 AX0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT661319(NAD 83)
 AX0531_MARKER: DB = BENCH MARK DISK
 AX0531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0531_SP_SET: ABUTMENT
 AX0531_STAMPING: A 575 1941
 AX0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0531+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AX0531
 AX0531  HISTORY     - Date     Condition        Report By
 AX0531  HISTORY     - 1941     MONUMENTED       CGS
 AX0531  HISTORY     - 1943     GOOD             NGS
 AX0531  HISTORY     - 20050428 GOOD             USPSQD
 AX0531
 AX0531                          STATION DESCRIPTION
 AX0531
 AX0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0531'0.6 MI SE FROM EL CAMPO.
 AX0531'TO REACH FROM THE FIRE STATION AT EL CAMPO-- PROCEED 0.6 MILE
 AX0531'SOUTHEASTERLY ALONG STATE HIGHWAY NO. 71 TO SITE OF BENCH MARK. BENCH
 AX0531'MARK IS SET HORIZONTALLY IN THE SOUTH END OF THE SOUTH WINGWALL OF THE
 AX0531'SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE OVER A LARGE DRAINAGE DITCH.
 AX0531'IT IS 17.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX0531'CENTERLINE OF HIGHWAY.  A DISK SET IN A DRILL HOLE.
 AX0531
 AX0531                          STATION RECOVERY (2005)
 AX0531
 AX0531'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AX0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0317 ***********************************************************************
 AN0317  DESIGNATION -  A 576
 AN0317  PID         -  AN0317
 AN0317  STATE/COUNTY-  TX/MATAGORDA
 AN0317  USGS QUAD   -  MIDFIELD (1995)
 AN0317
 AN0317                         *CURRENT SURVEY CONTROL
 AN0317  ___________________________________________________________________
 AN0317* NAD 83(1986)-  28 53 24.     (N)    096 13 04.     (W)     SCALED    
 AN0317* NAVD 88     -        12.89   (+/-2cm)      42.3    (feet)  VERTCON   
 AN0317  ___________________________________________________________________
 AN0317  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN0317
 AN0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0317
 AN0317.The horizontal coordinates were scaled from a topographic map and have
 AN0317.an estimated accuracy of +/- 6 seconds.
 AN0317
 AN0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0317.The vertical order pertains to the NGVD 29 superseded value.
 AN0317
 AN0317.The geoid height was determined by GEOID03.
 AN0317
 AN0317;                    North         East    Units  Estimated Accuracy
 AN0317;SPC TXSC     - 4,120,340.      871,330.      MT  (+/- 180 meters Scaled)
 AN0317
 AN0317                          SUPERSEDED SURVEY CONTROL
 AN0317
 AN0317  NGVD 29 (??/??/92)   12.933  (m)           42.43   (f) ADJ UNCH    2 0
 AN0317
 AN0317.Superseded values are not recommended for survey control.
 AN0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0317.See file dsdata.txt to determine how the superseded data were derived.
 AN0317
 AN0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS713989(NAD 83)
 AN0317_MARKER: DB = BENCH MARK DISK
 AN0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0317_STAMPING: A 576 1941
 AN0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0317+STABILITY: SURFACE MOTION
 AN0317
 AN0317  HISTORY     - Date     Condition        Report By
 AN0317  HISTORY     - 1941     MONUMENTED       CGS
 AN0317  HISTORY     - 1951     GOOD             NGS
 AN0317  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0317
 AN0317                          STATION DESCRIPTION
 AN0317
 AN0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0317'1.2 MI N FROM BLESSING.
 AN0317'1.2 MILES NORTH ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 AN0317'RAILROAD STATION AT BLESSING, 82 FEET SOUTH OF MILEPOST 55, 33 FEET
 AN0317'EAST OF THE CENTER LINE OF A DIRT ROAD, 43.7 FEET WEST OF THE WEST
 AN0317'RAIL OF THE RAILROAD, 3.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 AN0317'OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 AN0317
 AN0317                          STATION RECOVERY (1978)
 AN0317
 AN0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0317'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0321 ***********************************************************************
 AN0321  DESIGNATION -  A 577
 AN0321  PID         -  AN0321
 AN0321  STATE/COUNTY-  TX/MATAGORDA
 AN0321  USGS QUAD   -  MIDFIELD (1995)
 AN0321
 AN0321                         *CURRENT SURVEY CONTROL
 AN0321  ___________________________________________________________________
 AN0321* NAD 83(1986)-  28 59 44.     (N)    096 09 52.     (W)     SCALED    
 AN0321* NAVD 88     -        16.84   (+/-2cm)      55.2    (feet)  VERTCON   
 AN0321  ___________________________________________________________________
 AN0321  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN0321
 AN0321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0321
 AN0321.The horizontal coordinates were scaled from a topographic map and have
 AN0321.an estimated accuracy of +/- 6 seconds.
 AN0321
 AN0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0321.The vertical order pertains to the NGVD 29 superseded value.
 AN0321
 AN0321.The geoid height was determined by GEOID03.
 AN0321
 AN0321;                    North         East    Units  Estimated Accuracy
 AN0321;SPC TXSC     - 4,132,160.      876,250.      MT  (+/- 180 meters Scaled)
 AN0321
 AN0321                          SUPERSEDED SURVEY CONTROL
 AN0321
 AN0321  NGVD 29 (??/??/92)   16.868  (m)           55.34   (f) ADJ UNCH    2 0
 AN0321
 AN0321.Superseded values are not recommended for survey control.
 AN0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0321.See file dsdata.txt to determine how the superseded data were derived.
 AN0321
 AN0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT762108(NAD 83)
 AN0321_MARKER: DB = BENCH MARK DISK
 AN0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0321_STAMPING: A 577 1941
 AN0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0321+STABILITY: SURFACE MOTION
 AN0321
 AN0321  HISTORY     - Date     Condition        Report By
 AN0321  HISTORY     - 1941     MONUMENTED       CGS
 AN0321  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0321  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0321
 AN0321                          STATION DESCRIPTION
 AN0321
 AN0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0321'1.5 MI W FROM CLEMVILLE.
 AN0321'ABOUT 1.5 MILES WEST ALONG A PAVED ROAD FROM THE ROAD INTERSECTION AT
 AN0321'CLEMVILLE, MATAGORDA COUNTY, ABOUT 135 FEET EAST OF A WOODEN BRIDGE,
 AN0321'NEAR A HOUSE ON THE NORTH SIDE OF THE ROAD, AT THE SOUTHWEST CORNER OF
 AN0321'THE YARD, 48 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET EAST
 AN0321'OF A GATE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1
 AN0321'FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED A 577 1941 AND SET
 AN0321'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.8 FOOT ABOVE GROUND.
 AN0321
 AN0321                          STATION RECOVERY (1991)
 AN0321
 AN0321'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0321'MARK NOT FOUND.
 AN0321
 AN0321                          STATION RECOVERY (1999)
 AN0321
 AN0321'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0109 ***********************************************************************
 AN0109  DESIGNATION -  A 578
 AN0109  PID         -  AN0109
 AN0109  STATE/COUNTY-  TX/WHARTON
 AN0109  USGS QUAD   -  FRANCITAS NE (1995)
 AN0109
 AN0109                         *CURRENT SURVEY CONTROL
 AN0109  ___________________________________________________________________
 AN0109* NAD 83(1986)-  28 59 48.     (N)    096 20 19.     (W)     SCALED    
 AN0109* NAVD 88     -        19.24   (+/-2cm)      63.1    (feet)  VERTCON   
 AN0109  ___________________________________________________________________
 AN0109  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0109
 AN0109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0109
 AN0109.The horizontal coordinates were scaled from a topographic map and have
 AN0109.an estimated accuracy of +/- 6 seconds.
 AN0109
 AN0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0109.The vertical order pertains to the NGVD 29 superseded value.
 AN0109
 AN0109.The geoid height was determined by GEOID03.
 AN0109
 AN0109;                    North         East    Units  Estimated Accuracy
 AN0109;SPC TXSC     - 4,131,880.      859,280.      MT  (+/- 180 meters Scaled)
 AN0109
 AN0109                          SUPERSEDED SURVEY CONTROL
 AN0109
 AN0109  NGVD 29 (??/??/92)   19.263  (m)           63.20   (f) ADJ UNCH    2 0
 AN0109
 AN0109.Superseded values are not recommended for survey control.
 AN0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0109.See file dsdata.txt to determine how the superseded data were derived.
 AN0109
 AN0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT592105(NAD 83)
 AN0109_MARKER: DB = BENCH MARK DISK
 AN0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0109_STAMPING: A 578 1941
 AN0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0109+STABILITY: SURFACE MOTION
 AN0109
 AN0109  HISTORY     - Date     Condition        Report By
 AN0109  HISTORY     - 1941     MONUMENTED       CGS
 AN0109
 AN0109                          STATION DESCRIPTION
 AN0109
 AN0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0109'10.1 MI SE FROM LOUISE.
 AN0109'ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE TEXAS AND NEW
 AN0109'ORLEANS RAILROAD STATION AT LOUISE, WHARTON COUNTY, THENCE ABOUT 9.1
 AN0109'MILES SOUTHEAST ALONG THE ROAD TO FRANCITAS. AT A ROAD INTERSECTION,
 AN0109'42 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 29 FEET
 AN0109'EAST OF THE CENTER LINE OF THE MAIN ROAD, 1 FOOT WEST OF THE
 AN0109'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 AN0109'ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED A 578 1941 AND
 AN0109'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE
 AN0109'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0576 ***********************************************************************
 AX0576  DESIGNATION -  A 579
 AX0576  PID         -  AX0576
 AX0576  STATE/COUNTY-  TX/WHARTON
 AX0576  USGS QUAD   -  LANE CITY (1980)
 AX0576
 AX0576                         *CURRENT SURVEY CONTROL
 AX0576  ___________________________________________________________________
 AX0576* NAD 83(1986)-  29 11 36.     (N)    096 04 18.     (W)     SCALED    
 AX0576* NAVD 88     -        26.36   (+/-2cm)      86.5    (feet)  VERTCON   
 AX0576  ___________________________________________________________________
 AX0576  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0576
 AX0576  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0576
 AX0576.The horizontal coordinates were scaled from a topographic map and have
 AX0576.an estimated accuracy of +/- 6 seconds.
 AX0576
 AX0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0576.The vertical order pertains to the NGVD 29 superseded value.
 AX0576
 AX0576.The geoid height was determined by GEOID03.
 AX0576
 AX0576;                    North         East    Units  Estimated Accuracy
 AX0576;SPC TXSC     - 4,154,290.      884,730.      MT  (+/- 180 meters Scaled)
 AX0576
 AX0576                          SUPERSEDED SURVEY CONTROL
 AX0576
 AX0576  NGVD 29 (??/??/92)   26.372  (m)           86.52   (f) ADJ UNCH    2 0
 AX0576
 AX0576.Superseded values are not recommended for survey control.
 AX0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0576.See file dsdata.txt to determine how the superseded data were derived.
 AX0576
 AX0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT847329(NAD 83)
 AX0576_MARKER: DB = BENCH MARK DISK
 AX0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0576_SP_SET: WALL
 AX0576_STAMPING: A 579 1941
 AX0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0576
 AX0576  HISTORY     - Date     Condition        Report By
 AX0576  HISTORY     - 1941     MONUMENTED       CGS
 AX0576  HISTORY     - 1950     GOOD             NGS
 AX0576
 AX0576                          STATION DESCRIPTION
 AX0576
 AX0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0576'3.0 MI SW FROM LANE CITY.
 AX0576'TO REACH THE BENCH MARK FROM THE INTERSECTION OF THE ROAD TO PUMPING
 AX0576'PLANT AND STATE HIGHWAY 60, AT LANE CITY-- GO 3.0 MILES SOUTHWEST
 AX0576'ALONG THE ROAD TO PUMPING PLANT TO THE COLORADO RIVER AND THE SITE OF
 AX0576'THE MARK.  BENCH MARK IS AT THE EAST BANK OF THE COLORADO RIVER SET IN
 AX0576'TOP OF THE SOUTHWEST CORNER OF A CONCRETE WALL AT THE WEST END OF THE
 AX0576'CANAL, SEVERAL FEET EAST OF THE PUMPING PLANT BUILDING.  MARK IS
 AX0576'STAMPED, A 579 1941.  NOTE-- MARK IS 22.5 FEET EAST OF THE SE CORNER
 AX0576'OF THE OLD PUMPING PLANT BUILDING, AND 44.0 FEET NORTH OF THE
 AX0576'NORTHEAST CORNER OF THE NEW PUMPING PLANT BUILDING AT GROUND LEVEL.
 AX0576
 AX0576                          STATION RECOVERY (1950)
 AX0576
 AX0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AX0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0256 ***********************************************************************
 AN0256  DESIGNATION -  A 580
 AN0256  PID         -  AN0256
 AN0256  STATE/COUNTY-  TX/MATAGORDA
 AN0256  USGS QUAD   -  MARKHAM (1995)
 AN0256
 AN0256                         *CURRENT SURVEY CONTROL
 AN0256  ___________________________________________________________________
 AN0256* NAD 83(1986)-  28 59 08.     (N)    096 00 40.     (W)     SCALED    
 AN0256* NAVD 88     -        16.16   (+/-2cm)      53.0    (feet)  VERTCON   
 AN0256  ___________________________________________________________________
 AN0256  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN0256
 AN0256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0256
 AN0256.The horizontal coordinates were scaled from a topographic map and have
 AN0256.an estimated accuracy of +/- 6 seconds.
 AN0256
 AN0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0256.The vertical order pertains to the NGVD 29 superseded value.
 AN0256
 AN0256.The geoid height was determined by GEOID03.
 AN0256
 AN0256;                    North         East    Units  Estimated Accuracy
 AN0256;SPC TXSC     - 4,131,420.      891,210.      MT  (+/- 180 meters Scaled)
 AN0256
 AN0256                          SUPERSEDED SURVEY CONTROL
 AN0256
 AN0256  NGVD 29 (??/??/92)   16.186  (m)           53.10   (f) ADJ UNCH    2 0
 AN0256
 AN0256.Superseded values are not recommended for survey control.
 AN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0256.See file dsdata.txt to determine how the superseded data were derived.
 AN0256
 AN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT912100(NAD 83)
 AN0256_MARKER: DB = BENCH MARK DISK
 AN0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0256_STAMPING: A 580 1941
 AN0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0256+STABILITY: SURFACE MOTION
 AN0256
 AN0256  HISTORY     - Date     Condition        Report By
 AN0256  HISTORY     - 1941     MONUMENTED       CGS
 AN0256  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0256  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AN0256
 AN0256                          STATION DESCRIPTION
 AN0256
 AN0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0256'2.4 MI W FROM BAY CITY.
 AN0256'ABOUT 2.4 MILES WEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 AN0256'BAY CITY, MATAGORDA COUNTY, ABOUT 450 FEET WEST OF THE WEST END OF THE
 AN0256'BRIDGE OVER COLORADO RIVER, 78 FEET NORTH OF THE CENTER LINE OF THE
 AN0256'HIGHWAY, 4 FEET NORTH OF A FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN
 AN0256'WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 AN0256'DISK, STAMPED A 580 1941 AND SET IN THE TOP OF A CONCRETE POST
 AN0256'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN0256
 AN0256                          STATION RECOVERY (1991)
 AN0256
 AN0256'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0256'MARK NOT FOUND.
 AN0256
 AN0256                          STATION RECOVERY (2004)
 AN0256
 AN0256'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AN0256'NEW CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0241 ***********************************************************************
 AN0241  DESIGNATION -  A 581
 AN0241  PID         -  AN0241
 AN0241  STATE/COUNTY-  TX/MATAGORDA
 AN0241  USGS QUAD   -  MARKHAM (1995)
 AN0241
 AN0241                         *CURRENT SURVEY CONTROL
 AN0241  ___________________________________________________________________
 AN0241* NAD 83(1986)-  28 52 58.     (N)    096 03 14.     (W)     SCALED    
 AN0241* NAVD 88     -        12.58   (+/-2cm)      41.3    (feet)  VERTCON   
 AN0241  ___________________________________________________________________
 AN0241  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN0241
 AN0241  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0241
 AN0241.The horizontal coordinates were scaled from a topographic map and have
 AN0241.an estimated accuracy of +/- 6 seconds.
 AN0241
 AN0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0241.The vertical order pertains to the NGVD 29 superseded value.
 AN0241
 AN0241.The geoid height was determined by GEOID03.
 AN0241
 AN0241;                    North         East    Units  Estimated Accuracy
 AN0241;SPC TXSC     - 4,119,930.      887,330.      MT  (+/- 180 meters Scaled)
 AN0241
 AN0241                          SUPERSEDED SURVEY CONTROL
 AN0241
 AN0241  NGVD 29 (??/??/92)   12.622  (m)           41.41   (f) ADJ UNCH    1 2
 AN0241
 AN0241.Superseded values are not recommended for survey control.
 AN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0241.See file dsdata.txt to determine how the superseded data were derived.
 AN0241
 AN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS873985(NAD 83)
 AN0241_MARKER: DB = BENCH MARK DISK
 AN0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0241_STAMPING: A 581 1941
 AN0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0241+STABILITY: SURFACE MOTION
 AN0241
 AN0241  HISTORY     - Date     Condition        Report By
 AN0241  HISTORY     - 1941     MONUMENTED       CGS
 AN0241  HISTORY     - 1951     GOOD             NGS
 AN0241  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0241
 AN0241                          STATION DESCRIPTION
 AN0241
 AN0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0241'1.0 MI SW FROM BUCKEYE.
 AN0241'0.8 MILE SOUTH ALONG A SHELL ROAD FROM THE ST. LOUIS, BROWNSVILLE AND
 AN0241'MEXICO RAILROAD STATION AT BUCKEYE, THENCE 0.2 MILE WEST ALONG A DIRT
 AN0241'ROAD, 25 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 78 FEET
 AN0241'SOUTH OF A CONCRETE PIPE CULVERT, 3 FEET NORTHWEST OF A FENCE CORNER,
 AN0241'3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AN0241'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AN0241
 AN0241                          STATION RECOVERY (1978)
 AN0241
 AN0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0241'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0297 ***********************************************************************
 AN0297  DESIGNATION -  A 583
 AN0297  PID         -  AN0297
 AN0297  STATE/COUNTY-  TX/MATAGORDA
 AN0297  USGS QUAD   -  PALACIOS NE (1995)
 AN0297
 AN0297                         *CURRENT SURVEY CONTROL
 AN0297  ___________________________________________________________________
 AN0297* NAD 83(1986)-  28 44 47.     (N)    096 03 26.     (W)     SCALED    
 AN0297* NAVD 88     -         4.68   (+/-2cm)      15.4    (feet)  VERTCON   
 AN0297  ___________________________________________________________________
 AN0297  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN0297
 AN0297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0297
 AN0297.The horizontal coordinates were scaled from a topographic map and have
 AN0297.an estimated accuracy of +/- 6 seconds.
 AN0297
 AN0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0297.The vertical order pertains to the NGVD 29 superseded value.
 AN0297
 AN0297.The geoid height was determined by GEOID03.
 AN0297
 AN0297;                    North         East    Units  Estimated Accuracy
 AN0297;SPC TXSC     - 4,104,810.      887,380.      MT  (+/- 180 meters Scaled)
 AN0297
 AN0297                          SUPERSEDED SURVEY CONTROL
 AN0297
 AN0297  NGVD 29 (??/??/92)    4.736  (m)           15.54   (f) ADJ UNCH    2 0
 AN0297
 AN0297.Superseded values are not recommended for survey control.
 AN0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0297.See file dsdata.txt to determine how the superseded data were derived.
 AN0297
 AN0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS873834(NAD 83)
 AN0297_MARKER: DB = BENCH MARK DISK
 AN0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0297_STAMPING: A 583 1941
 AN0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0297+STABILITY: SURFACE MOTION
 AN0297
 AN0297  HISTORY     - Date     Condition        Report By
 AN0297  HISTORY     - 1941     MONUMENTED       CGS
 AN0297
 AN0297                          STATION DESCRIPTION
 AN0297
 AN0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0297'3.0 MI E FROM CITRUS GROVE.
 AN0297'3.0 MILES EAST ALONG A DIRT ROAD FROM CITRUS GROVE, MATAGORDA COUNTY,
 AN0297'0.3 MILE EAST OF A RANCHHOUSE, JUST WEST OF A WOODEN BRIDGE OVER A
 AN0297'CREEK, SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET EAST OF A WHITE
 AN0297'WOODEN WITNESS POST, AND 0.6 FOOT NORTH OF A FENCE.  A STANDARD DISK,
 AN0297'STAMPED A 583 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0297'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0159 ***********************************************************************
 AN0159  DESIGNATION -  A 584
 AN0159  PID         -  AN0159
 AN0159  STATE/COUNTY-  TX/MATAGORDA
 AN0159  USGS QUAD   -  PALACIOS (1995)
 AN0159
 AN0159                         *CURRENT SURVEY CONTROL
 AN0159  ___________________________________________________________________
 AN0159* NAD 83(1986)-  28 42 11.     (N)    096 14 37.     (W)     SCALED    
 AN0159* NAVD 88     -         4.01   (+/-2cm)      13.2    (feet)  VERTCON   
 AN0159  ___________________________________________________________________
 AN0159  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN0159
 AN0159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0159
 AN0159.The horizontal coordinates were scaled from a topographic map and have
 AN0159.an estimated accuracy of +/- 6 seconds.
 AN0159
 AN0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0159.The vertical order pertains to the NGVD 29 superseded value.
 AN0159
 AN0159.The geoid height was determined by GEOID03.
 AN0159
 AN0159;                    North         East    Units  Estimated Accuracy
 AN0159;SPC TXSC     - 4,099,560.      869,300.      MT  (+/- 180 meters Scaled)
 AN0159
 AN0159                          SUPERSEDED SURVEY CONTROL
 AN0159
 AN0159  NGVD 29 (??/??/92)    4.088  (m)           13.41   (f) ADJ UNCH    2 0
 AN0159
 AN0159.Superseded values are not recommended for survey control.
 AN0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0159.See file dsdata.txt to determine how the superseded data were derived.
 AN0159
 AN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS692782(NAD 83)
 AN0159_MARKER: DB = BENCH MARK DISK
 AN0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0159_SP_SET: CULVERT
 AN0159_STAMPING: A 584 1941
 AN0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0159
 AN0159  HISTORY     - Date     Condition        Report By
 AN0159  HISTORY     - 1941     MONUMENTED       CGS
 AN0159
 AN0159                          STATION DESCRIPTION
 AN0159
 AN0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0159'1.5 MI W FROM PALACIOS.
 AN0159'1.5 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0159'RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, AT CAMP HULEN, AT THE
 AN0159'SOUTH END OF A CURVE IN THE HIGHWAY, AT A 3- BY 3-FOOT CONCRETE-BOX
 AN0159'CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE SOUTH END OF THE WEST
 AN0159'HEADWALL.  A STANDARD DISK, STAMPED A 584 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0206 ***********************************************************************
 AM0206  DESIGNATION -  A 585
 AM0206  PID         -  AM0206
 AM0206  STATE/COUNTY-  TX/MATAGORDA
 AM0206  USGS QUAD   -  WADSWORTH (1972)
 AM0206
 AM0206                         *CURRENT SURVEY CONTROL
 AM0206  ___________________________________________________________________
 AM0206* NAD 83(1986)-  28 49 04.     (N)    095 53 04.     (W)     SCALED    
 AM0206* NAVD 88     -         8.70   (+/-2cm)      28.5    (feet)  VERTCON   
 AM0206  ___________________________________________________________________
 AM0206  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AM0206
 AM0206  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0206
 AM0206.The horizontal coordinates were scaled from a topographic map and have
 AM0206.an estimated accuracy of +/- 6 seconds.
 AM0206
 AM0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0206.The vertical order pertains to the NGVD 29 superseded value.
 AM0206
 AM0206.The geoid height was determined by GEOID03.
 AM0206
 AM0206;                    North         East    Units  Estimated Accuracy
 AM0206;SPC TXSC     - 4,113,150.      904,040.      MT  (+/- 180 meters Scaled)
 AM0206
 AM0206                          SUPERSEDED SURVEY CONTROL
 AM0206
 AM0206  NGVD 29 (??/??/92)    8.741  (m)           28.68   (f) ADJ UNCH    1 2
 AM0206
 AM0206.Superseded values are not recommended for survey control.
 AM0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0206.See file dsdata.txt to determine how the superseded data were derived.
 AM0206
 AM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM185912(NAD 83)
 AM0206_MARKER: DB = BENCH MARK DISK
 AM0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0206_STAMPING: A 585 1941
 AM0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0206+STABILITY: SURFACE MOTION
 AM0206
 AM0206  HISTORY     - Date     Condition        Report By
 AM0206  HISTORY     - 1941     MONUMENTED       CGS
 AM0206  HISTORY     - 1951     GOOD             NGS
 AM0206
 AM0206                          STATION DESCRIPTION
 AM0206
 AM0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0206'4.2 MI SE FROM WADSWORTH.
 AM0206'2.7 MILES EAST ALONG A SHELL ROAD FROM THE GULF, COLORADO AND SANTA FE
 AM0206'RAILROAD STATION AT WADSWORTH, THENCE 1.0 MILE SOUTH ALONG A SHELL
 AM0206'ROAD, THENCE 0.1 MILE EAST ALONG A SHELL ROAD, THENCE 0.4 MILE SOUTH
 AM0206'ALONG A SHELL ROAD, 46 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 AM0206'FARMHOUSE, 23 FEET NORTHEAST OF THE CENTER LINE OF A SHELL ROAD, 91
 AM0206'FEET NORTHEAST OF THE NORTHEAST SIDE OF A WOODEN BRIDGE OVER AN
 AM0206'IRRIGATION CANAL, 29 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY,
 AM0206'5 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 3 FEET WEST OF
 AM0206'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 AM0206'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1198 ***********************************************************************
 AW1198  DESIGNATION -  A 586
 AW1198  PID         -  AW1198
 AW1198  STATE/COUNTY-  TX/BRAZORIA
 AW1198  USGS QUAD   -  SWEENY (1972)
 AW1198
 AW1198                         *CURRENT SURVEY CONTROL
 AW1198  ___________________________________________________________________
 AW1198* NAD 83(1986)-  29 01 49.     (N)    095 41 01.     (W)     SCALED    
 AW1198* NAVD 88     -         9.02   (+/-2cm)      29.6    (feet)  VERTCON   
 AW1198  ___________________________________________________________________
 AW1198  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW1198
 AW1198  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1198
 AW1198.The horizontal coordinates were scaled from a topographic map and have
 AW1198.an estimated accuracy of +/- 6 seconds.
 AW1198
 AW1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1198.The vertical order pertains to the NGVD 29 superseded value.
 AW1198
 AW1198.The geoid height was determined by GEOID03.
 AW1198
 AW1198;                    North         East    Units  Estimated Accuracy
 AW1198;SPC TXSC     - 4,137,230.      922,970.      MT  (+/- 180 meters Scaled)
 AW1198
 AW1198                          SUPERSEDED SURVEY CONTROL
 AW1198
 AW1198  NGVD 29 (??/??/92)    9.045  (m)           29.68   (f) ADJ UNCH    1 1
 AW1198
 AW1198.Superseded values are not recommended for survey control.
 AW1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1198.See file dsdata.txt to determine how the superseded data were derived.
 AW1198
 AW1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN386143(NAD 83)
 AW1198_MARKER: DB = BENCH MARK DISK
 AW1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1198_STAMPING: A 586 1941
 AW1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1198+STABILITY: SURFACE MOTION
 AW1198
 AW1198  HISTORY     - Date     Condition        Report By
 AW1198  HISTORY     - 1941     MONUMENTED       CGS
 AW1198  HISTORY     - 1951     GOOD             NGS
 AW1198  HISTORY     - 1978     GOOD             NGS
 AW1198  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1198
 AW1198                          STATION DESCRIPTION
 AW1198
 AW1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW1198'1.0 MI SE FROM SWEENY.
 AW1198'0.3 MILE EAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AW1198'FROM THE STATION AT SWEENY, THENCE 0.7 MILE SOUTHEAST ALONG FARM ROAD
 AW1198'524, 105 FEET SOUTHWEST OF THE CENTER LINE OF A SHELL ROAD, 73.5 FEET
 AW1198'SOUTH OF THE CENTER LINE OF THE FARM ROAD, 41 FEET NORTHWEST OF THE
 AW1198'CENTER LINE OF A PRIVATE DRIVEWAY, 31 FEET WEST OF A POWER POLE, 15
 AW1198'FEET NORTHWEST OF THE CENTER OF A WIRE GATE, 1 FOOT NORTHEAST OF A
 AW1198'FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AW1198'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE
 AW1198'ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD IS NOW THE MISSOURI PACIFIC
 AW1198'RAILROAD.
 AW1198
 AW1198                          STATION RECOVERY (1978)
 AW1198
 AW1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1198'RECOVERED IN GOOD CONDITION.
 AW1198
 AW1198                          STATION RECOVERY (1988)
 AW1198
 AW1198'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWM)
 AW1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0251 ***********************************************************************
 AM0251  DESIGNATION -  A 587
 AM0251  PID         -  AM0251
 AM0251  STATE/COUNTY-  TX/BRAZORIA
 AM0251  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0251
 AM0251                         *CURRENT SURVEY CONTROL
 AM0251  ___________________________________________________________________
 AM0251* NAD 83(1986)-  28 55 03.     (N)    095 33 03.     (W)     SCALED    
 AM0251* NAVD 88     -         2.00   (+/-2cm)       6.6    (feet)  VERTCON   
 AM0251  ___________________________________________________________________
 AM0251  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AM0251
 AM0251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0251
 AM0251.The horizontal coordinates were scaled from a topographic map and have
 AM0251.an estimated accuracy of +/- 6 seconds.
 AM0251
 AM0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0251.The vertical order pertains to the NGVD 29 superseded value.
 AM0251
 AM0251.The geoid height was determined by GEOID03.
 AM0251
 AM0251;                    North         East    Units  Estimated Accuracy
 AM0251;SPC TXSC     - 4,125,110.      936,260.      MT  (+/- 180 meters Scaled)
 AM0251
 AM0251                          SUPERSEDED SURVEY CONTROL
 AM0251
 AM0251  NGVD 29 (??/??/92)    2.031  (m)            6.66   (f) ADJ UNCH    2 0
 AM0251
 AM0251.Superseded values are not recommended for survey control.
 AM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0251.See file dsdata.txt to determine how the superseded data were derived.
 AM0251
 AM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN513015(NAD 83)
 AM0251_MARKER: DB = BENCH MARK DISK
 AM0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0251_STAMPING: A 587 1942
 AM0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0251+STABILITY: SURFACE MOTION
 AM0251
 AM0251  HISTORY     - Date     Condition        Report By
 AM0251  HISTORY     - 1942     MONUMENTED       CGS
 AM0251  HISTORY     - 1967     GOOD             NGS
 AM0251
 AM0251                          STATION DESCRIPTION
 AM0251
 AM0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AM0251'13.5 MI E FROM SARGENT.
 AM0251'IN BRAZORIA COUNTY, 4.9 MILE NORTHEAST ALONG A COUNTY ROAD FROM THE
 AM0251'POST OFFICE AT CEDAR LAKE, MATAGORDA COUNTY, THENCE 3.5 MILES
 AM0251'SOUTHEAST ALONG ANOTHER COUNTY ROAD.  1.05 MILES SOUTHEAST OF THE
 AM0251'JUNCTION OF THE CHURCHILL BRIDGE ROAD, 0.2 MILE SOUTHEAST OF A CATTLE
 AM0251'GUARD, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A RANCH ROAD LEADING
 AM0251'NORTHEAST, 166 FEET WEST OF A WINDMILL, 43 FEET EAST OF THE CENTER
 AM0251'LINE OF THE ROAD, 14 FEET EAST OF A FENCE CORNER, 1.4 FEET SOUTH OF
 AM0251'THE FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 AM0251'THE ROAD.  A STANDARD DISK, STAMPED A 587 1942 AND SET IN THE TOP OF A
 AM0251'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- ABOUT 2.6
 AM0251'MILES NORTH ALONG F.M. HIGHWAY 457 FROM THE POST OFFICE IN SARGENT,
 AM0251'THENCE 8.8 MILES NORTHEAST ALONG F.M. HIGHWAY 2611, THENCE 2.15 MILES
 AM0251'SOUTHEAST ALONG F.M. HIGHWAY 2918 TO SITE OF MARK, 59 FEET EAST OF THE
 AM0251'CENTER LINE OF HIGHWAY, AT THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0308 ***********************************************************************
 AH0308  DESIGNATION -  A 588
 AH0308  PID         -  AH0308
 AH0308  STATE/COUNTY-  TX/SAN PATRICIO
 AH0308  USGS QUAD   -  TAFT (1975)
 AH0308
 AH0308                         *CURRENT SURVEY CONTROL
 AH0308  ___________________________________________________________________
 AH0308* NAD 83(1986)-  27 53 00.     (N)    097 29 20.     (W)     SCALED    
 AH0308* NAVD 88     -         1.31   (+/-2cm)       4.3    (feet)  VERTCON   
 AH0308  ___________________________________________________________________
 AH0308  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AH0308
 AH0308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0308
 AH0308.The horizontal coordinates were scaled from a topographic map and have
 AH0308.an estimated accuracy of +/- 6 seconds.
 AH0308
 AH0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0308.The vertical order pertains to the NGVD 29 superseded value.
 AH0308
 AH0308.The geoid height was determined by GEOID03.
 AH0308
 AH0308;                    North         East    Units  Estimated Accuracy
 AH0308;SPC TX S     - 5,246,000.      399,560.      MT  (+/- 180 meters Scaled)
 AH0308
 AH0308                          SUPERSEDED SURVEY CONTROL
 AH0308
 AH0308  NGVD 29 (??/??/92)    1.500  (m)            4.92   (f) ADJ UNCH    2 0
 AH0308
 AH0308.Superseded values are not recommended for survey control.
 AH0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0308.See file dsdata.txt to determine how the superseded data were derived.
 AH0308
 AH0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR487851(NAD 83)
 AH0308_MARKER: DB = BENCH MARK DISK
 AH0308_SETTING: 66 = SET IN ROCK OUTCROP
 AH0308_SP_SET: ROCK BLUFF
 AH0308_STAMPING: A-588 1942
 AH0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH0308+STABILITY: POSITION/ELEVATION WELL
 AH0308
 AH0308  HISTORY     - Date     Condition        Report By
 AH0308  HISTORY     - 1942     MONUMENTED       CGS
 AH0308  HISTORY     - 1949     GOOD             NGS
 AH0308  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0308
 AH0308                          STATION DESCRIPTION
 AH0308
 AH0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0308'9.8 MI SE FROM ODEM.
 AH0308'ABOUT 6 MILES SW FROM TAFT ALONG FARM ROAD 631, THENCE ABOUT 2.7 MILES
 AH0308'S ALONG A PAVED ROAD TO THE END OF PAVEMENT, THENCE ABOUT 1.7 MILES S
 AH0308'ALONG A DIRT ROAD TO AN OLD OIL WELL AND TRAIL LEADING W, THENCE ABOUT
 AH0308'0.7 MILE NW ALONG TRAIL THROUGH MESQUITE AND AROUND BASE OF BLUFF.
 AH0308'ABOUT 0.3 MILE NW OF A CRATER CAUSED BY A GAS-WELL BLOWOUT, AT THE
 AH0308'BASE OF THE BLUFF, 24 FT. SE OF A WOODEN GATE IN A SECTION LINE FENCE,
 AH0308'15 FT. NE OF CENTERLINE OF TRAIL, 4 FT. S OF A CLUMP OF MESQUITE BUSH,
 AH0308'3 FT. E OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 AH0308'TRAIL.
 AH0308
 AH0308                          STATION RECOVERY (1996)
 AH0308
 AH0308'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0762 ***********************************************************************
 AB0762  DESIGNATION -  A 59
 AB0762  PID         -  AB0762
 AB0762  STATE/COUNTY-  TX/CAMERON
 AB0762  USGS QUAD   -  HARLINGEN (1983)
 AB0762
 AB0762                         *CURRENT SURVEY CONTROL
 AB0762  ___________________________________________________________________
 AB0762* NAD 83(1986)-  26 11 30.     (N)    097 42 45.     (W)     SCALED    
 AB0762* NAVD 88     -        13.153  (meters)      43.15   (feet)  ADJUSTED  
 AB0762  ___________________________________________________________________
 AB0762  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AB0762  DYNAMIC HT  -          13.132 (meters)      43.08  (feet)  COMP
 AB0762  MODELED GRAV-     979,033.2   (mgal)                       NAVD 88
 AB0762
 AB0762  VERT ORDER  -  FIRST     CLASS II
 AB0762
 AB0762.The horizontal coordinates were scaled from a topographic map and have
 AB0762.an estimated accuracy of +/- 6 seconds.
 AB0762
 AB0762.The orthometric height was determined by differential leveling
 AB0762.and adjusted by the National Geodetic Survey in June 1991..
 AB0762
 AB0762.The geoid height was determined by GEOID03.
 AB0762
 AB0762.The dynamic height is computed by dividing the NAVD 88
 AB0762.geopotential number by the normal gravity value computed on the
 AB0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0762.degrees latitude (g = 980.6199 gals.).
 AB0762
 AB0762.The modeled gravity was interpolated from observed gravity values.
 AB0762
 AB0762;                    North         East    Units  Estimated Accuracy
 AB0762;SPC TX S     - 5,058,410.      378,710.      MT  (+/- 180 meters Scaled)
 AB0762
 AB0762                          SUPERSEDED SURVEY CONTROL
 AB0762
 AB0762.No superseded survey control is available for this station.
 AB0762
 AB0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP286975(NAD 83)
 AB0762_MARKER: DB = BENCH MARK DISK
 AB0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0762_SP_SET: CANAL FLUME
 AB0762_STAMPING: A 59 1918 43.474
 AB0762_MARK LOGO: CGS   
 AB0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0762+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 AB0762
 AB0762  HISTORY     - Date     Condition        Report By
 AB0762  HISTORY     - 1918     MONUMENTED       CGS
 AB0762  HISTORY     - 1943     GOOD             NGS
 AB0762  HISTORY     - 1981     GOOD             NGS
 AB0762  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0762  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0762  HISTORY     - 20060921 GOOD             IBWC
 AB0762
 AB0762                          STATION DESCRIPTION
 AB0762
 AB0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AB0762'1.0 MI W FROM HARLINGEN.
 AB0762'BENCH MARK IS ABOUT 1.0 MILE WESTERLY ALONG THE MISSOURI PACIFIC
 AB0762'RAILROAD FROM THE STATION AT HARLINGEN.  IT IS ABOUT 150.0 FEET EAST
 AB0762'OF MILE POLE NO. A-1, 60.0 FEET EAST OF THE CENTER OF A GRADE
 AB0762'CROSSING, AND 16.0 FEET NORTH OF AND ABOUT 2.0 FEET ABOVE THE
 AB0762'CENTERLINE OF THE TRACKS.  IT IS SET HORIZONTALLY IN THE WEST END OF A
 AB0762'CONCRETE CANAL FLUME.  A DISK SET IN DRILL HOLE.
 AB0762
 AB0762                          STATION RECOVERY (1981)
 AB0762
 AB0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0762'IN HARLINGEN, NEAR THE INTERSECTION OF O STREET AND HARRISON AVENUE,
 AB0762'AT THE CROSSING OF O STREET AND THE MISSOURI PACIFIC RAILROAD TRACKS,
 AB0762'SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 AB0762'CANAL FLUME, 18.3 METERS (60.0 FT) EAST OF THE CENTER OF O STREET,
 AB0762'2.7 METERS (9.0 FT) NORTH OF THE NORTH RAIL OF THE TRACKS,  NOTE, A
 AB0762'BRICK ADDITION WAS BUILT TO HEIGHTEN THE HEADWALL.  A CURVE IN THE
 AB0762'BRICK LINE WAS MADE TO ALLOW ACCESS TO THE MARK.
 AB0762
 AB0762                          STATION RECOVERY (1987)
 AB0762
 AB0762'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0762'MARK NOT FOUND.
 AB0762
 AB0762                          STATION RECOVERY (1991)
 AB0762
 AB0762'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0762'MARK NOT FOUND.
 AB0762
 AB0762                          STATION RECOVERY (2006)
 AB0762
 AB0762'RECOVERY NOTE BY INT BDRY WTR COMM 2006 (RGF)
 AB0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0812 ***********************************************************************
 AN0812  DESIGNATION -  A 591
 AN0812  PID         -  AN0812
 AN0812  STATE/COUNTY-  TX/VICTORIA
 AN0812  USGS QUAD   -  BLOOMINGTON (1995)
 AN0812
 AN0812                         *CURRENT SURVEY CONTROL
 AN0812  ___________________________________________________________________
 AN0812* NAD 83(1986)-  28 38 11.     (N)    096 53 15.     (W)     SCALED    
 AN0812* NAVD 88     -        17.47   (+/-2cm)      57.3    (feet)  VERTCON   
 AN0812  ___________________________________________________________________
 AN0812  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0812
 AN0812  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0812
 AN0812.The horizontal coordinates were scaled from a topographic map and have
 AN0812.an estimated accuracy of +/- 6 seconds.
 AN0812
 AN0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0812.The vertical order pertains to the NGVD 29 superseded value.
 AN0812
 AN0812.The geoid height was determined by GEOID03.
 AN0812
 AN0812;                    North         East    Units  Estimated Accuracy
 AN0812;SPC TXSC     - 4,090,870.      806,530.      MT  (+/- 180 meters Scaled)
 AN0812
 AN0812                          SUPERSEDED SURVEY CONTROL
 AN0812
 AN0812  NGVD 29 (??/??/92)   17.594  (m)           57.72   (f) ADJ UNCH    1 2
 AN0812
 AN0812.Superseded values are not recommended for survey control.
 AN0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0812.See file dsdata.txt to determine how the superseded data were derived.
 AN0812
 AN0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS064695(NAD 83)
 AN0812_MARKER: DB = BENCH MARK DISK
 AN0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0812_STAMPING: A 591 1942
 AN0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0812+STABILITY: SURFACE MOTION
 AN0812
 AN0812  HISTORY     - Date     Condition        Report By
 AN0812  HISTORY     - 1942     MONUMENTED       CGS
 AN0812  HISTORY     - 1950     GOOD             NGS
 AN0812  HISTORY     - 1974     MARK NOT FOUND   NGS
 AN0812  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0812  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0812
 AN0812                          STATION DESCRIPTION
 AN0812
 AN0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0812'0.8 MI SE FROM BLOOMINGTON.
 AN0812'0.8 MILE SOUTHEAST ALONG FARM ROAD 404 FROM THE ST. LOUIS, BROWNSVILLE
 AN0812'AND MEXICO RAILROAD STATION AT BLOOMINGTON, ALONG A BRANCH LINE OF THE
 AN0812'ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD, 5 POLES NORTHWEST OF
 AN0812'MILEPOST C 1, 0.15 MILE SOUTHEAST OF A PRIVATE ROAD CROSSING, 305 FEET
 AN0812'SOUTHWEST OF THE CENTER LINE OF FARM ROAD 404, 187 FEET WEST OF THE
 AN0812'WEST CORNER OF AN IRON FENCE AROUND A GAS WELL, 44 FEET NORTHEAST OF
 AN0812'THE CENTER LINE OF A NORTHWEST AND SOUTHEAST GRAVELED ROAD, 32 FEET
 AN0812'SOUTHWEST OF THE SOUTHWEST RAIL, 3.3 FEET SOUTH OF A WITNESS POST, SET
 AN0812'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AN0812'GROUND.
 AN0812
 AN0812                          STATION RECOVERY (1974)
 AN0812
 AN0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AN0812'MARK NOT FOUND.
 AN0812
 AN0812                          STATION RECOVERY (1978)
 AN0812
 AN0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0812'SEARCHED FOR BUT NOT RECOVERED.
 AN0812
 AN0812                          STATION RECOVERY (1988)
 AN0812
 AN0812'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0426 ***********************************************************************
 AN0426  DESIGNATION -  A 592
 AN0426  PID         -  AN0426
 AN0426  STATE/COUNTY-  TX/CALHOUN
 AN0426  USGS QUAD   -  SEADRIFT NE (1973)
 AN0426
 AN0426                         *CURRENT SURVEY CONTROL
 AN0426  ___________________________________________________________________
 AN0426* NAD 83(1986)-  28 25 09.     (N)    096 37 03.     (W)     SCALED    
 AN0426* NAVD 88     -         3.86   (+/-2cm)      12.7    (feet)  VERTCON   
 AN0426  ___________________________________________________________________
 AN0426  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN0426
 AN0426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0426
 AN0426.The horizontal coordinates were scaled from a topographic map and have
 AN0426.an estimated accuracy of +/- 6 seconds.
 AN0426
 AN0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0426.The vertical order pertains to the NGVD 29 superseded value.
 AN0426
 AN0426.The geoid height was determined by GEOID03.
 AN0426
 AN0426;                    North         East    Units  Estimated Accuracy
 AN0426;SPC TXSC     - 4,067,310.      833,420.      MT  (+/- 180 meters Scaled)
 AN0426
 AN0426                          SUPERSEDED SURVEY CONTROL
 AN0426
 AN0426  NGVD 29 (??/??/92)    3.979  (m)           13.05   (f) ADJ UNCH    2 0
 AN0426
 AN0426.Superseded values are not recommended for survey control.
 AN0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0426.See file dsdata.txt to determine how the superseded data were derived.
 AN0426
 AN0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS333459(NAD 83)
 AN0426_MARKER: DB = BENCH MARK DISK
 AN0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0426_STAMPING: A 592 1942
 AN0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0426+STABILITY: SURFACE MOTION
 AN0426
 AN0426  HISTORY     - Date     Condition        Report By
 AN0426  HISTORY     - 1942     MONUMENTED       CGS
 AN0426  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0426
 AN0426                          STATION DESCRIPTION
 AN0426
 AN0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0426'5.8 MI E FROM SEADRIFT.
 AN0426'5.8 MILES EAST ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS, BROWNSVILLE
 AN0426'AND MEXICO RAILWAY STATION AT SEADRIFT, CALHOUN COUNTY, OPPOSITE A
 AN0426'SMALL POND SOUTH OF THE HIGHWAY, 94 FEET NORTH OF THE CENTERLINE OF
 AN0426'THE HIGHWAY, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 FEET SOUTH
 AN0426'OF A FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A
 AN0426'592 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AN0426'ABOVE GROUND.
 AN0426
 AN0426                          STATION RECOVERY (1998)
 AN0426
 AN0426'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0872 ***********************************************************************
 AN0872  DESIGNATION -  A 593
 AN0872  PID         -  AN0872
 AN0872  STATE/COUNTY-  TX/CALHOUN
 AN0872  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0872
 AN0872                         *CURRENT SURVEY CONTROL
 AN0872  ___________________________________________________________________
 AN0872* NAD 83(1986)-  28 36 10.     (N)    096 39 31.     (W)     SCALED    
 AN0872* NAVD 88     -         5.50   (+/-2cm)      18.0    (feet)  VERTCON   
 AN0872  ___________________________________________________________________
 AN0872  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN0872
 AN0872  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0872
 AN0872.The horizontal coordinates were scaled from a topographic map and have
 AN0872.an estimated accuracy of +/- 6 seconds.
 AN0872
 AN0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0872.The vertical order pertains to the NGVD 29 superseded value.
 AN0872
 AN0872.The geoid height was determined by GEOID03.
 AN0872
 AN0872;                    North         East    Units  Estimated Accuracy
 AN0872;SPC TXSC     - 4,087,570.      828,980.      MT  (+/- 180 meters Scaled)
 AN0872
 AN0872                          SUPERSEDED SURVEY CONTROL
 AN0872
 AN0872  NGVD 29 (??/??/92)    5.625  (m)           18.45   (f) ADJ UNCH    1 2
 AN0872
 AN0872.Superseded values are not recommended for survey control.
 AN0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0872.See file dsdata.txt to determine how the superseded data were derived.
 AN0872
 AN0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS289662(NAD 83)
 AN0872_MARKER: DB = BENCH MARK DISK
 AN0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0872_STAMPING: A 593 1942
 AN0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0872+STABILITY: SURFACE MOTION
 AN0872
 AN0872  HISTORY     - Date     Condition        Report By
 AN0872  HISTORY     - 1942     MONUMENTED       CGS
 AN0872  HISTORY     - 1943     GOOD             NGS
 AN0872  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN0872  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0872  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0872  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AN0872  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0872
 AN0872                          STATION DESCRIPTION
 AN0872
 AN0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0872'2.5 MI SW FROM PORT LAVACA.
 AN0872'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 AN0872'PORT LAVACA, CALHOUN COUNTY, 0.1 MILE SOUTH OF BRIDGE OVER A SMALL
 AN0872'STREAM, AT THE JUNCTION OF A PRIVATE ROAD, 51 FEET EAST OF THE
 AN0872'CENTERLINE OF THE HIGHWAY, 31 FEET NORTH OF THE PRIVATE ROAD, 5 FEET
 AN0872'NORTH OF A POLE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AN0872'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 593 1942 AND
 AN0872'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0872
 AN0872                          STATION RECOVERY (1987)
 AN0872
 AN0872'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AN0872'MARK NOT FOUND.
 AN0872
 AN0872                          STATION RECOVERY (1988)
 AN0872
 AN0872'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0872'MARK NOT FOUND.
 AN0872
 AN0872                          STATION RECOVERY (1988)
 AN0872
 AN0872'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0872'MARK NOT FOUND.
 AN0872
 AN0872                          STATION RECOVERY (1989)
 AN0872
 AN0872'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0872'MARK NOT FOUND.
 AN0872
 AN0872                          STATION RECOVERY (1998)
 AN0872
 AN0872'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0390 ***********************************************************************
 AN0390  DESIGNATION -  A 594 RESET 1971
 AN0390  PID         -  AN0390
 AN0390  STATE/COUNTY-  TX/REFUGIO
 AN0390  USGS QUAD   -  TIVOLI (1973)
 AN0390
 AN0390                         *CURRENT SURVEY CONTROL
 AN0390  ___________________________________________________________________
 AN0390* NAD 83(1986)-  28 25 20.     (N)    096 53 08.     (W)     SCALED    
 AN0390* NAVD 88     -         9.40   (+/-2cm)      30.8    (feet)  VERTCON   
 AN0390  ___________________________________________________________________
 AN0390  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN0390
 AN0390  VERT ORDER  -  THIRD (See Below)
 AN0390
 AN0390.The horizontal coordinates were scaled from a topographic map and have
 AN0390.an estimated accuracy of +/- 6 seconds.
 AN0390
 AN0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0390.The vertical order pertains to the NGVD 29 superseded value.
 AN0390
 AN0390.The geoid height was determined by GEOID03.
 AN0390
 AN0390;                    North         East    Units  Estimated Accuracy
 AN0390;SPC TXSC     - 4,067,140.      807,150.      MT  (+/- 180 meters Scaled)
 AN0390
 AN0390                          SUPERSEDED SURVEY CONTROL
 AN0390
 AN0390  NGVD 29 (01/29/03)    9.53   (m)           31.3    (f) RESET       3  
 AN0390
 AN0390.Superseded values are not recommended for survey control.
 AN0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0390.See file dsdata.txt to determine how the superseded data were derived.
 AN0390
 AN0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS071457(NAD 83)
 AN0390_MARKER: DD = SURVEY DISK
 AN0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0390_SP_SET: CULVERT
 AN0390_STAMPING: A 594 RESET 1971
 AN0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0390+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AN0390
 AN0390  HISTORY     - Date     Condition        Report By
 AN0390  HISTORY     - 1971     MONUMENTED       TXHD
 AN0390  HISTORY     - 1972     GOOD             TXHD
 AN0390  HISTORY     - 1988     GOOD             USPSQD
 AN0390  HISTORY     - 1988     GOOD             USPSQD
 AN0390  HISTORY     - 1988     GOOD             USPSQD
 AN0390  HISTORY     - 1990     GOOD             USPSQD
 AN0390  HISTORY     - 1990     GOOD             USPSQD
 AN0390  HISTORY     - 19990726 GOOD             USPSQD
 AN0390  HISTORY     - 20050428 GOOD             USPSQD
 AN0390
 AN0390                          STATION DESCRIPTION
 AN0390
 AN0390'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AN0390'2.4 MI SE FROM TIVOLI.
 AN0390'1.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0390'HIGHWAY 113 AT TIVOLI, THENCE 0.8 MILE SOUTHEAST ALONG THE AUSTWELL
 AN0390'ROAD (STATE HIGHWAY 113), SET IN THE TOP OF THE EAST END OF THE SOUTH
 AN0390'HEADWALL OF A CONCRETE CULVERT, 29 FEET SOUTH OF THE CENTER LINE OF
 AN0390'THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 AN0390
 AN0390                          STATION RECOVERY (1988)
 AN0390
 AN0390'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0390'RECOVERED IN GOOD CONDITION.
 AN0390
 AN0390                          STATION RECOVERY (1988)
 AN0390
 AN0390'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0390'RECOVERED IN GOOD CONDITION.
 AN0390
 AN0390                          STATION RECOVERY (1988)
 AN0390
 AN0390'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0390'RECOVERED IN GOOD CONDITION.
 AN0390
 AN0390                          STATION RECOVERY (1990)
 AN0390
 AN0390'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0390'RECOVERED IN GOOD CONDITION.
 AN0390
 AN0390                          STATION RECOVERY (1990)
 AN0390
 AN0390'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0390'RECOVERED IN GOOD CONDITION.
 AN0390
 AN0390                          STATION RECOVERY (1999)
 AN0390
 AN0390'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0390'RECOVERED IN GOOD CONDITION.
 AN0390
 AN0390                          STATION RECOVERY (2005)
 AN0390
 AN0390'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AN0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0453 ***********************************************************************
 AN0453  DESIGNATION -  A 595
 AN0453  PID         -  AN0453
 AN0453  STATE/COUNTY-  TX/REFUGIO
 AN0453  USGS QUAD   -  TIVOLI (1973)
 AN0453
 AN0453                         *CURRENT SURVEY CONTROL
 AN0453  ___________________________________________________________________
 AN0453* NAD 83(1986)-  28 27 41.     (N)    096 54 56.     (W)     SCALED    
 AN0453* NAVD 88     -        12.94   (+/-2cm)      42.5    (feet)  VERTCON   
 AN0453  ___________________________________________________________________
 AN0453  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN0453
 AN0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0453
 AN0453.The horizontal coordinates were scaled from a topographic map and have
 AN0453.an estimated accuracy of +/- 6 seconds.
 AN0453
 AN0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0453.The vertical order pertains to the NGVD 29 superseded value.
 AN0453
 AN0453.The geoid height was determined by GEOID03.
 AN0453
 AN0453;                    North         East    Units  Estimated Accuracy
 AN0453;SPC TXSC     - 4,071,430.      804,140.      MT  (+/- 180 meters Scaled)
 AN0453
 AN0453                          SUPERSEDED SURVEY CONTROL
 AN0453
 AN0453  NGVD 29 (??/??/92)   13.073  (m)           42.89   (f) ADJ UNCH    2 0
 AN0453
 AN0453.Superseded values are not recommended for survey control.
 AN0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0453.See file dsdata.txt to determine how the superseded data were derived.
 AN0453
 AN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS040500(NAD 83)
 AN0453_MARKER: DB = BENCH MARK DISK
 AN0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0453_STAMPING: A 595 1942
 AN0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0453+STABILITY: SURFACE MOTION
 AN0453
 AN0453  HISTORY     - Date     Condition        Report By
 AN0453  HISTORY     - 1942     MONUMENTED       CGS
 AN0453  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0453  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN0453  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0453
 AN0453                          STATION DESCRIPTION
 AN0453
 AN0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0453'1.8 MI W FROM TIVOLI.
 AN0453'1.8 MILES WEST ALONG STATE HIGHWAY 113 FROM THE INTERSECTION OF STATE
 AN0453'HIGHWAY 35 AT TIVOLI, REFUGIO COUNTY, AT A ROAD INTERSECTION, 48 FEET
 AN0453'NORTH OF THE CENTERLINE OF THE HIGHWAY, 45 FEET WEST OF THE CENTERLINE
 AN0453'OF THE NORTH-AND-SOUTH ROAD, 5 FEET WEST OF A FENCE CORNER, 3 FEET
 AN0453'EAST OF A WHITE WOODEN WITNESS POST, 2 FEET SOUTH OF THE RIGHT-OF-WAY
 AN0453'FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 595
 AN0453'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 AN0453'ABOVE GROUND.
 AN0453
 AN0453                          STATION RECOVERY (1988)
 AN0453
 AN0453'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0453'MARK NOT FOUND.
 AN0453
 AN0453                          STATION RECOVERY (1994)
 AN0453
 AN0453'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0453'MARK NOT FOUND.
 AN0453
 AN0453                          STATION RECOVERY (1999)
 AN0453
 AN0453'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2971 ***********************************************************************
 AB2971  DESIGNATION -  A 596 RESET
 AB2971  PID         -  AB2971
 AB2971  STATE/COUNTY-  TX/JACKSON
 AB2971  USGS QUAD   -  TURTLE BAY (1995)
 AB2971
 AB2971                         *CURRENT SURVEY CONTROL
 AB2971  ___________________________________________________________________
 AB2971* NAD 83(1986)-  28 44 29.     (N)    096 21 29.     (W)     SCALED    
 AB2971* NAVD 88     -         5.12   (+/-2cm)      16.8    (feet)  VERTCON   
 AB2971  ___________________________________________________________________
 AB2971  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AB2971
 AB2971  VERT ORDER  -  THIRD (See Below)
 AB2971
 AB2971.The horizontal coordinates were scaled from a topographic map and have
 AB2971.an estimated accuracy of +/- 6 seconds.
 AB2971
 AB2971.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2971.The vertical order pertains to the NGVD 29 superseded value.
 AB2971
 AB2971.The geoid height was determined by GEOID03.
 AB2971
 AB2971;                    North         East    Units  Estimated Accuracy
 AB2971;SPC TXSC     - 4,103,550.      858,020.      MT  (+/- 180 meters Scaled)
 AB2971
 AB2971                          SUPERSEDED SURVEY CONTROL
 AB2971
 AB2971  NGVD 29 (01/29/03)    5.20   (m)           17.1    (f) RESET       3  
 AB2971
 AB2971.Superseded values are not recommended for survey control.
 AB2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2971.See file dsdata.txt to determine how the superseded data were derived.
 AB2971
 AB2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS580821(NAD 83)
 AB2971_MARKER: DB = BENCH MARK DISK
 AB2971_SETTING: 0 = UNSPECIFIED SETTING
 AB2971_STAMPING: A 596 RESET 1954
 AB2971_MARK LOGO: CGS   
 AB2971_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2971
 AB2971  HISTORY     - Date     Condition        Report By
 AB2971  HISTORY     - 1954     MONUMENTED       CGS
 AB2971
 AB2971                          STATION DESCRIPTION
 AB2971
 AB2971'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HPS)
 AB2971'FROM THE MISSOURI PACIFIC RAILROAD STATION IN FRANCITAS, GO
 AB2971'SOUTHWESTERLY 2.2 MILES (3.5 KM) ALONG SHELL ROAD TO FORK IN ROAD,
 AB2971'THENCE SOUTHERLY 1.9 MILES (3.1 KM) ALONG A DIRT ROAD TO T ROAD TO
 AB2971'SOUTHEAST, THENCE SOUTHEAST ALONG SHELL ROAD BY DEEP DITCH 1.7 MILES
 AB2971'(2.7 KM) TO FM HIGHWAY 1862, THENCE RIGHT 4.2 MILES (6.8 KM) ALONG FM
 AB2971'HIGHWAY 1862 TO SITE OF MARK, 3 FEET (0.9 M) NORTHWEST OF RIGHT-OF-WAY
 AB2971'FENCE OF FM HIGHWAY 1862, 63 FEET (19.2 M) NORTHWEST OF CENTERLINE OF
 AB2971'FM 1862 AND 1 MILE (1.6 KM) NORTHEAST OF HIGHWAY 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0087 ***********************************************************************
 AN0087  DESIGNATION -  A 597
 AN0087  PID         -  AN0087
 AN0087  STATE/COUNTY-  TX/JACKSON
 AN0087  USGS QUAD   -  LA WARD (1995)
 AN0087
 AN0087                         *CURRENT SURVEY CONTROL
 AN0087  ___________________________________________________________________
 AN0087* NAD 83(1986)-  28 47 47.     (N)    096 27 37.     (W)     SCALED    
 AN0087* NAVD 88     -         9.93   (+/-2cm)      32.6    (feet)  VERTCON   
 AN0087  ___________________________________________________________________
 AN0087  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN0087
 AN0087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0087
 AN0087.The horizontal coordinates were scaled from a topographic map and have
 AN0087.an estimated accuracy of +/- 6 seconds.
 AN0087
 AN0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0087.The vertical order pertains to the NGVD 29 superseded value.
 AN0087
 AN0087.The geoid height was determined by GEOID03.
 AN0087
 AN0087;                    North         East    Units  Estimated Accuracy
 AN0087;SPC TXSC     - 4,109,430.      847,910.      MT  (+/- 180 meters Scaled)
 AN0087
 AN0087                          SUPERSEDED SURVEY CONTROL
 AN0087
 AN0087  NGVD 29 (??/??/92)   10.012  (m)           32.85   (f) ADJ UNCH    2 0
 AN0087
 AN0087.Superseded values are not recommended for survey control.
 AN0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0087.See file dsdata.txt to determine how the superseded data were derived.
 AN0087
 AN0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS478880(NAD 83)
 AN0087_MARKER: DB = BENCH MARK DISK
 AN0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0087_SP_SET: CULVERT
 AN0087_STAMPING: A 597 1942
 AN0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0087
 AN0087  HISTORY     - Date     Condition        Report By
 AN0087  HISTORY     - 1942     MONUMENTED       CGS
 AN0087
 AN0087                          STATION DESCRIPTION
 AN0087
 AN0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0087'3.5 MI S FROM LA WARD.
 AN0087'3.5 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE ST. LOUIS,
 AN0087'BROWNSVILLE AND MEXICO RAILWAY STATION AT LA WARD, JACKSON COUNTY, AT
 AN0087'A LARGE CONCRETE CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE SOUTH
 AN0087'END OF THE WEST HEADWALL, 15 FEET WEST OF THE CENTER LINE OF THE
 AN0087'HIGHWAY, AND ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 AN0087'DISK, STAMPED A 597 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0764 ***********************************************************************
 AN0764  DESIGNATION -  A 598 RESET 1946
 AN0764  PID         -  AN0764
 AN0764  STATE/COUNTY-  TX/CALHOUN
 AN0764  USGS QUAD   -  KAMEY (1995)
 AN0764
 AN0764                         *CURRENT SURVEY CONTROL
 AN0764  ___________________________________________________________________
 AN0764* NAD 83(1986)-  28 38 07.     (N)    096 38 32.     (W)     SCALED    
 AN0764* NAVD 88     -         5.60   (+/-2cm)      18.4    (feet)  VERTCON   
 AN0764  ___________________________________________________________________
 AN0764  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN0764
 AN0764  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0764
 AN0764.The horizontal coordinates were scaled from a topographic map and have
 AN0764.an estimated accuracy of +/- 6 seconds.
 AN0764
 AN0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0764.The vertical order pertains to the NGVD 29 superseded value.
 AN0764
 AN0764.The geoid height was determined by GEOID03.
 AN0764
 AN0764;                    North         East    Units  Estimated Accuracy
 AN0764;SPC TXSC     - 4,091,200.      830,510.      MT  (+/- 180 meters Scaled)
 AN0764
 AN0764                          SUPERSEDED SURVEY CONTROL
 AN0764
 AN0764  NGVD 29 (??/??/92)    5.726  (m)           18.79   (f) ADJ UNCH    1 2
 AN0764
 AN0764.Superseded values are not recommended for survey control.
 AN0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0764.See file dsdata.txt to determine how the superseded data were derived.
 AN0764
 AN0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS304698(NAD 83)
 AN0764_MARKER: DB = BENCH MARK DISK
 AN0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0764_STAMPING: A 598 RESET 1946
 AN0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0764+STABILITY: SURFACE MOTION
 AN0764
 AN0764  HISTORY     - Date     Condition        Report By
 AN0764  HISTORY     - 1946     MONUMENTED       CGS
 AN0764  HISTORY     - 1950     GOOD             NGS
 AN0764  HISTORY     - 19980725 POOR             USPSQD
 AN0764
 AN0764                          STATION DESCRIPTION
 AN0764
 AN0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0764'1.8 MI NW FROM PORT LAVACA.
 AN0764'1.8 MILES NORTHWEST ALONG FARM ROAD 234 FROM THE TEXAS AND NEW ORLEANS
 AN0764'RAILROAD STATION AT PORT LAVACA, 40 FEET SOUTHWEST OF THE CENTER LINE
 AN0764'OF THE ROAD, 14 FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT NORTHEAST
 AN0764'OF A FENCE, 3.6 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AN0764'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AN0764
 AN0764                          STATION RECOVERY (1998)
 AN0764
 AN0764'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0764'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0194 ***********************************************************************
 AJ0194  DESIGNATION -  A 599
 AJ0194  PID         -  AJ0194
 AJ0194  STATE/COUNTY-  TX/DUVAL
 AJ0194  USGS QUAD   -  SAN JOSE (1968)
 AJ0194
 AJ0194                         *CURRENT SURVEY CONTROL
 AJ0194  ___________________________________________________________________
 AJ0194* NAD 83(1986)-  27 37 18.     (N)    098 16 27.     (W)     SCALED    
 AJ0194* NAVD 88     -        96.376  (meters)     316.19   (feet)  ADJUSTED  
 AJ0194  ___________________________________________________________________
 AJ0194  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AJ0194  DYNAMIC HT  -          96.225 (meters)     315.70  (feet)  COMP
 AJ0194  MODELED GRAV-     979,083.1   (mgal)                       NAVD 88
 AJ0194
 AJ0194  VERT ORDER  -  SECOND    CLASS 0
 AJ0194
 AJ0194.The horizontal coordinates were scaled from a topographic map and have
 AJ0194.an estimated accuracy of +/- 6 seconds.
 AJ0194
 AJ0194.The orthometric height was determined by differential leveling
 AJ0194.and adjusted by the National Geodetic Survey in June 1991..
 AJ0194
 AJ0194.The geoid height was determined by GEOID03.
 AJ0194
 AJ0194.The dynamic height is computed by dividing the NAVD 88
 AJ0194.geopotential number by the normal gravity value computed on the
 AJ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0194.degrees latitude (g = 980.6199 gals.).
 AJ0194
 AJ0194.The modeled gravity was interpolated from observed gravity values.
 AJ0194
 AJ0194;                    North         East    Units  Estimated Accuracy
 AJ0194;SPC TX S     - 5,216,620.      322,290.      MT  (+/- 180 meters Scaled)
 AJ0194
 AJ0194                          SUPERSEDED SURVEY CONTROL
 AJ0194
 AJ0194  NGVD 29 (??/??/92)   96.453  (m)          316.45   (f) ADJ UNCH    2 0
 AJ0194
 AJ0194.Superseded values are not recommended for survey control.
 AJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0194.See file dsdata.txt to determine how the superseded data were derived.
 AJ0194
 AJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR716555(NAD 83)
 AJ0194_MARKER: DB = BENCH MARK DISK
 AJ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0194_STAMPING: A 599 1942
 AJ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0194+STABILITY: SURFACE MOTION
 AJ0194
 AJ0194  HISTORY     - Date     Condition        Report By
 AJ0194  HISTORY     - 1942     MONUMENTED       CGS
 AJ0194  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0194
 AJ0194                          STATION DESCRIPTION
 AJ0194
 AJ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0194'11.2 MI S FROM SAN DIEGO.
 AJ0194'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0194'SOUTHWEST ALONG U.S. STATE HIGHWAY NO. 59 TO THE INTERSECTION OF DIRT
 AJ0194'ROAD LEADING SOUTH.  THENCE, GO 9.7 MILES SOUTHERLY ALONG THE DIRT
 AJ0194'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 24.0 FEET WEST OF
 AJ0194'THE CENTERLINE OF THE ROAD AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN
 AJ0194'MARKER POST.  THE MONUMENT IS ABOUT FLUSH WITH GROUND.
 AJ0194
 AJ0194                          STATION RECOVERY (1968)
 AJ0194
 AJ0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0369 ***********************************************************************
 AE0369  DESIGNATION -  A 60 USGS
 AE0369  PID         -  AE0369
 AE0369  STATE/COUNTY-  TX/HIDALGO
 AE0369  USGS QUAD   -  MISSION (1983)
 AE0369
 AE0369                         *CURRENT SURVEY CONTROL
 AE0369  ___________________________________________________________________
 AE0369* NAD 83(1986)-  26 12 46.     (N)    098 18 35.     (W)     SCALED    
 AE0369* NAVD 88     -        42.005  (meters)     137.81   (feet)  ADJUSTED  
 AE0369  ___________________________________________________________________
 AE0369  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE0369  DYNAMIC HT  -          41.935 (meters)     137.58  (feet)  COMP
 AE0369  MODELED GRAV-     978,992.1   (mgal)                       NAVD 88
 AE0369
 AE0369  VERT ORDER  -  FIRST     CLASS II
 AE0369
 AE0369.The horizontal coordinates were scaled from a topographic map and have
 AE0369.an estimated accuracy of +/- 6 seconds.
 AE0369
 AE0369.The orthometric height was determined by differential leveling
 AE0369.and adjusted by the National Geodetic Survey in June 1991..
 AE0369.WARNING-Repeat measurements at this control monument indicate possible
 AE0369.vertical movement.
 AE0369
 AE0369.The geoid height was determined by GEOID03.
 AE0369
 AE0369.The dynamic height is computed by dividing the NAVD 88
 AE0369.geopotential number by the normal gravity value computed on the
 AE0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0369.degrees latitude (g = 980.6199 gals.).
 AE0369
 AE0369.The modeled gravity was interpolated from observed gravity values.
 AE0369
 AE0369;                    North         East    Units  Estimated Accuracy
 AE0369;SPC TX S     - 5,060,520.      319,020.      MT  (+/- 180 meters Scaled)
 AE0369
 AE0369                          SUPERSEDED SURVEY CONTROL
 AE0369
 AE0369  NGVD 29 (??/??/92)   42.088  (m)          138.08   (f) ADJ UNCH    1 2
 AE0369
 AE0369.Superseded values are not recommended for survey control.
 AE0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0369.See file dsdata.txt to determine how the superseded data were derived.
 AE0369
 AE0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP689994(NAD 83)
 AE0369_MARKER: DB = BENCH MARK DISK
 AE0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0369_STAMPING: 137.949 S 1913
 AE0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0369+STABILITY: SURFACE MOTION
 AE0369
 AE0369  HISTORY     - Date     Condition        Report By
 AE0369  HISTORY     - 1913     MONUMENTED       USGS
 AE0369  HISTORY     - 1942     GOOD             NGS
 AE0369  HISTORY     - 1943     GOOD             CGS
 AE0369  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0369
 AE0369                          STATION DESCRIPTION
 AE0369
 AE0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0369'0.9 MI E FROM MISSION.
 AE0369'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT MISSION,
 AE0369'PROCEED 0.9 MILE EASTERLY ALONG THE TRACK TO THE GRADE CROSSING OF
 AE0369'U.S. HIGHWAY NO. 83 AND SITE OF BENCH MARK.  BENCH MARK IS IN THE
 AE0369'NORTHEAST ANGLE OF THE CROSSING.  IT IS 49.5 FEET NORTH OF AND ABOUT
 AE0369'1.5 FOOT BELOW THE CENTERLINE OF THE TRACK, 44.4 FEET EAST OF THE
 AE0369'CENTERLINE OF U.S. HIGHWAY NO. 83.  MONUMENT IS 2.0 FEET EAST OF A 4X4
 AE0369'INCH WHITE WOODEN MARKER POST AND PROJECTS 1.0 FOOT ABOVE THE GROUND.
 AE0369
 AE0369                          STATION RECOVERY (1943)
 AE0369
 AE0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AE0369'BENCH MARK IS ABOUT 0.9 MILE EASTERLY ALONG THE MISSOURI PACIFIC
 AE0369'RAILROAD FROM THE SSTATION AT MISSION, IN THE ANGLE AT THE CROSSING
 AE0369'OF U.S. HIGHWAY NO. 83 AND RAILROAD, 49.5 FEET NORTH OF AND ABOUT 1.5
 AE0369'FEET BELOW THE CENTERLINE OF THE TRACKS, 44.0 FEET EAST OF THE
 AE0369'CENTERLINE OF U.S. HIGHWAY NO. 83 AND 3.0 FEET WEST OF A 4X4-INCH
 AE0369'WOODEN MARKER POST. A U.S.G.S. BRASS CAP RIVETED ON THE TOP OF A 3
 AE0369'1/2 INCH IRON PIPE.
 AE0369
 AE0369                          STATION RECOVERY (1981)
 AE0369
 AE0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0369'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0202 ***********************************************************************
 AJ0202  DESIGNATION -  A 600
 AJ0202  PID         -  AJ0202
 AJ0202  STATE/COUNTY-  TX/DUVAL
 AJ0202  USGS QUAD   -  SAN JOSE (1968)
 AJ0202
 AJ0202                         *CURRENT SURVEY CONTROL
 AJ0202  ___________________________________________________________________
 AJ0202* NAD 83(1986)-  27 31 17.     (N)    098 16 52.     (W)     SCALED    
 AJ0202* NAVD 88     -        89.480  (meters)     293.57   (feet)  ADJUSTED  
 AJ0202  ___________________________________________________________________
 AJ0202  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AJ0202  DYNAMIC HT  -          89.339 (meters)     293.11  (feet)  COMP
 AJ0202  MODELED GRAV-     979,076.7   (mgal)                       NAVD 88
 AJ0202
 AJ0202  VERT ORDER  -  SECOND    CLASS 0
 AJ0202
 AJ0202.The horizontal coordinates were scaled from a topographic map and have
 AJ0202.an estimated accuracy of +/- 6 seconds.
 AJ0202
 AJ0202.The orthometric height was determined by differential leveling
 AJ0202.and adjusted by the National Geodetic Survey in June 1991..
 AJ0202
 AJ0202.The geoid height was determined by GEOID03.
 AJ0202
 AJ0202.The dynamic height is computed by dividing the NAVD 88
 AJ0202.geopotential number by the normal gravity value computed on the
 AJ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0202.degrees latitude (g = 980.6199 gals.).
 AJ0202
 AJ0202.The modeled gravity was interpolated from observed gravity values.
 AJ0202
 AJ0202;                    North         East    Units  Estimated Accuracy
 AJ0202;SPC TX S     - 5,205,510.      321,620.      MT  (+/- 180 meters Scaled)
 AJ0202
 AJ0202                          SUPERSEDED SURVEY CONTROL
 AJ0202
 AJ0202  NGVD 29 (??/??/92)   89.558  (m)          293.82   (f) ADJ UNCH    2 0
 AJ0202
 AJ0202.Superseded values are not recommended for survey control.
 AJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0202.See file dsdata.txt to determine how the superseded data were derived.
 AJ0202
 AJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR709443(NAD 83)
 AJ0202_MARKER: DB = BENCH MARK DISK
 AJ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0202_STAMPING: A 600 1942
 AJ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0202+STABILITY: SURFACE MOTION
 AJ0202
 AJ0202  HISTORY     - Date     Condition        Report By
 AJ0202  HISTORY     - 1942     MONUMENTED       CGS
 AJ0202  HISTORY     - 1968     GOOD             USGS
 AJ0202
 AJ0202                          STATION DESCRIPTION
 AJ0202
 AJ0202'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0202'9.45 MI N FROM SANTA CRUZ.
 AJ0202'SANTA CRUZ, TEXAS 7.4 MILES NORTH ALONG FARM ROAD 1329 TO NORTH WEST
 AJ0202'AND SOUTHEAST CROSS ROAD, THENCE 0.75 MILES NORTHWEST PASSING OLD
 AJ0202'CHURCH TO T-JCT. WITH NORTH SOUTH ROAD, THENCE NORTH AND WEST 0.3
 AJ0202'MILES TO T-JCT. WITH FIELD ROAD AND FENCE TO NORTH, THENCE NORTH ALONG
 AJ0202'FIELD ROAD 1.0 MILES 463 FEET NORTH OF A EAST WEST FENCE AND 21 FEET
 AJ0202'WEST OF AN NORTH SOUTH FENCE.  STANDARD DISK STAMPED A 600 1942 AND
 AJ0202'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
 AJ0202'NOTE-- THIS BENCH MARK IN NOW IN A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1274 ***********************************************************************
 AN1274  DESIGNATION -  A 602
 AN1274  PID         -  AN1274
 AN1274  STATE/COUNTY-  TX/REFUGIO
 AN1274  USGS QUAD   -  REFUGIO (1979)
 AN1274
 AN1274                         *CURRENT SURVEY CONTROL
 AN1274  ___________________________________________________________________
 AN1274* NAD 83(1986)-  28 17 47.     (N)    097 16 07.     (W)     SCALED    
 AN1274* NAVD 88     -        15.27   (+/-2cm)      50.1    (feet)  VERTCON   
 AN1274  ___________________________________________________________________
 AN1274  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1274
 AN1274  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1274
 AN1274.The horizontal coordinates were scaled from a topographic map and have
 AN1274.an estimated accuracy of +/- 6 seconds.
 AN1274
 AN1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1274.The vertical order pertains to the NGVD 29 superseded value.
 AN1274
 AN1274.The geoid height was determined by GEOID03.
 AN1274
 AN1274;                    North         East    Units  Estimated Accuracy
 AN1274;SPC TXSC     - 4,052,580.      769,830.      MT  (+/- 180 meters Scaled)
 AN1274
 AN1274                          SUPERSEDED SURVEY CONTROL
 AN1274
 AN1274  NGVD 29 (??/??/92)   15.43   (m)           50.6    (f) COMPUTED    1 2
 AN1274
 AN1274.Superseded values are not recommended for survey control.
 AN1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1274.See file dsdata.txt to determine how the superseded data were derived.
 AN1274
 AN1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS697312(NAD 83)
 AN1274_MARKER: DB = BENCH MARK DISK
 AN1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1274_STAMPING: A 602 1942
 AN1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1274+STABILITY: SURFACE MOTION
 AN1274
 AN1274  HISTORY     - Date     Condition        Report By
 AN1274  HISTORY     - 1942     MONUMENTED       CGS
 AN1274  HISTORY     - 1950     GOOD             NGS
 AN1274  HISTORY     - 1978     GOOD             NGS
 AN1274  HISTORY     - 1988     GOOD             USPSQD
 AN1274  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1274  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1274  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1274
 AN1274                          STATION DESCRIPTION
 AN1274
 AN1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1274'0.5 MI E FROM REFUGIO.
 AN1274'0.5 MILE EAST ALONG FARM ROAD 774 FROM THE COURTHOUSE AT REFUGIO, AT
 AN1274'THE EAST END OF A CURVE IN THE ROAD, 118 FEET EAST OF A FENCE CORNER,
 AN1274'39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A FENCE,
 AN1274'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AN1274'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AN1274
 AN1274                          STATION RECOVERY (1978)
 AN1274
 AN1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1274'RECOVERED IN GOOD CONDITION.
 AN1274
 AN1274                          STATION RECOVERY (1988)
 AN1274
 AN1274'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1274'RECOVERED IN GOOD CONDITION.
 AN1274
 AN1274                          STATION RECOVERY (1990)
 AN1274
 AN1274'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1274'MARK NOT FOUND.
 AN1274
 AN1274                          STATION RECOVERY (1994)
 AN1274
 AN1274'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1274'MARK NOT FOUND.
 AN1274
 AN1274                          STATION RECOVERY (1999)
 AN1274
 AN1274'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1367 ***********************************************************************
 AN1367  DESIGNATION -  A 603
 AN1367  PID         -  AN1367
 AN1367  STATE/COUNTY-  TX/ARANSAS
 AN1367  USGS QUAD   -  BAYSIDE (1979)
 AN1367
 AN1367                         *CURRENT SURVEY CONTROL
 AN1367  ___________________________________________________________________
 AN1367* NAD 83(1986)-  28 00 23.     (N)    097 07 36.     (W)     SCALED    
 AN1367* NAVD 88     -         2.45   (+/-2cm)       8.0    (feet)  VERTCON   
 AN1367  ___________________________________________________________________
 AN1367  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN1367
 AN1367  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1367
 AN1367.The horizontal coordinates were scaled from a topographic map and have
 AN1367.an estimated accuracy of +/- 6 seconds.
 AN1367
 AN1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1367.The vertical order pertains to the NGVD 29 superseded value.
 AN1367
 AN1367.The geoid height was determined by GEOID03.
 AN1367
 AN1367;                    North         East    Units  Estimated Accuracy
 AN1367;SPC TXSC     - 4,020,660.      784,270.      MT  (+/- 180 meters Scaled)
 AN1367
 AN1367                          SUPERSEDED SURVEY CONTROL
 AN1367
 AN1367  NGVD 29 (??/??/92)    2.592  (m)            8.50   (f) ADJ UNCH    2 0
 AN1367
 AN1367.Superseded values are not recommended for survey control.
 AN1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1367.See file dsdata.txt to determine how the superseded data were derived.
 AN1367
 AN1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR841993(NAD 83)
 AN1367_MARKER: DB = BENCH MARK DISK
 AN1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1367_STAMPING: A 603 1942
 AN1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1367+STABILITY: SURFACE MOTION
 AN1367
 AN1367  HISTORY     - Date     Condition        Report By
 AN1367  HISTORY     - 1943     MONUMENTED       CGS
 AN1367
 AN1367                          STATION DESCRIPTION
 AN1367
 AN1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1367'5.0 MI WSW FROM ROCKPORT.
 AN1367'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 35 AND ROAD TO
 AN1367'BAYSIDE AT ROCKPORT-- PROCEED WEST 4.0 MILES ON BAYSIDE ROAD, TO THE
 AN1367'INTERSECTION TO THE ROAD TO THE PORT BAY CLUB BUILDINGS (OLD ROAD TO
 AN1367'BAYSIDE).  THENCE CONTINUE ON SOUTHWEST AND GO 1.0 MILE TO A CATTLE
 AN1367'GUARD AT A PRIVATE ROAD INTERSECTION AND SITE OF BENCH MARK.  BENCH
 AN1367'MARK IS 28.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1367'CENTERLINE OF THE ROAD.  IT IS 27.0 FEET NORTHEAST OF THE CENTERLINE
 AN1367'OF THE CATTLE GUARD, 3.0 FEET SOUTHWEST OF A 4 X 4 INCH WOODEN MARKER
 AN1367'POST AND 1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE.  MONUMENT
 AN1367'PROJECTS ABOUT 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1368 ***********************************************************************
 AN1368  DESIGNATION -  A 603 RESET 1950
 AN1368  PID         -  AN1368
 AN1368  STATE/COUNTY-  TX/ARANSAS
 AN1368  USGS QUAD   -  BAYSIDE (1979)
 AN1368
 AN1368                         *CURRENT SURVEY CONTROL
 AN1368  ___________________________________________________________________
 AN1368* NAD 83(1986)-  28 00 23.     (N)    097 07 34.     (W)     SCALED    
 AN1368* NAVD 88     -         2.48   (+/-2cm)       8.1    (feet)  VERTCON   
 AN1368  ___________________________________________________________________
 AN1368  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN1368
 AN1368  VERT ORDER  -  THIRD (See Below)
 AN1368
 AN1368.The horizontal coordinates were scaled from a topographic map and have
 AN1368.an estimated accuracy of +/- 6 seconds.
 AN1368
 AN1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1368.The vertical order pertains to the NGVD 29 superseded value.
 AN1368
 AN1368.The geoid height was determined by GEOID03.
 AN1368
 AN1368;                    North         East    Units  Estimated Accuracy
 AN1368;SPC TXSC     - 4,020,660.      784,320.      MT  (+/- 180 meters Scaled)
 AN1368
 AN1368                          SUPERSEDED SURVEY CONTROL
 AN1368
 AN1368  NGVD 29 (01/29/03)    2.62   (m)            8.6    (f) RESET       3  
 AN1368
 AN1368.Superseded values are not recommended for survey control.
 AN1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1368.See file dsdata.txt to determine how the superseded data were derived.
 AN1368
 AN1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR842993(NAD 83)
 AN1368_MARKER: DB = BENCH MARK DISK
 AN1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1368_STAMPING: A 603 RESET 1950
 AN1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1368+STABILITY: SURFACE MOTION
 AN1368
 AN1368  HISTORY     - Date     Condition        Report By
 AN1368  HISTORY     - 1950     MONUMENTED       TXHD
 AN1368
 AN1368                          STATION DESCRIPTION
 AN1368
 AN1368'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AN1368'4.0 MI W FROM ROCKPORT.
 AN1368'4.0 MILES WEST AND 1.0 MILE SOUTHWEST ALONG HIGHWAY 881 FROM THE
 AN1368'INTERSECTION OF STATE HIGHWAY 35 AT ROCKPORT, ARANSAS COUNTY, AT A
 AN1368'PRIVATE-ROAD INTERSECTION, 39 FEET EAST OF THE CENTERLINE OF THE
 AN1368'HIGHWAY, 8.5 FEET NORTHEAST OF A DIVISION-FENCE CORNER, 0.5 FOOT WEST
 AN1368'OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT LOWER THAN THE HIGHWAY.  A
 AN1368'STANDARD DISK, STAMPED A 603 RESET 1950 AND SET IN THE TOP OF A
 AN1368'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1348 ***********************************************************************
 AN1348  DESIGNATION -  A 607
 AN1348  PID         -  AN1348
 AN1348  STATE/COUNTY-  TX/SAN PATRICIO
 AN1348  USGS QUAD   -  RINCON BEND (1979)
 AN1348
 AN1348                         *CURRENT SURVEY CONTROL
 AN1348  ___________________________________________________________________
 AN1348* NAD 83(1986)-  28 02 39.     (N)    097 17 32.     (W)     SCALED    
 AN1348* NAVD 88     -         6.53   (+/-2cm)      21.4    (feet)  VERTCON   
 AN1348  ___________________________________________________________________
 AN1348  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1348
 AN1348  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1348
 AN1348.The horizontal coordinates were scaled from a topographic map and have
 AN1348.an estimated accuracy of +/- 6 seconds.
 AN1348
 AN1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1348.The vertical order pertains to the NGVD 29 superseded value.
 AN1348
 AN1348.The geoid height was determined by GEOID03.
 AN1348
 AN1348;                    North         East    Units  Estimated Accuracy
 AN1348;SPC TX S     - 5,263,990.      418,760.      MT  (+/- 180 meters Scaled)
 AN1348
 AN1348                          SUPERSEDED SURVEY CONTROL
 AN1348
 AN1348  NGVD 29 (??/??/92)    6.68   (m)           21.9    (f) COMPUTED    2 0
 AN1348
 AN1348.Superseded values are not recommended for survey control.
 AN1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1348.See file dsdata.txt to determine how the superseded data were derived.
 AN1348
 AN1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS678032(NAD 83)
 AN1348_MARKER: DB = BENCH MARK DISK
 AN1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1348_STAMPING: A 607 1942
 AN1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1348+STABILITY: SURFACE MOTION
 AN1348
 AN1348  HISTORY     - Date     Condition        Report By
 AN1348  HISTORY     - 1942     MONUMENTED       CGS
 AN1348  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1348
 AN1348                          STATION DESCRIPTION
 AN1348
 AN1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1348'1.0 MI E FROM TAFT.
 AN1348'1.0 MILE EAST ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT TAFT, SAN
 AN1348'PATRICIO COUNTY, 4.0 MILES NORTH ALONG ANOTHER COUNTY ROAD, AND 5.0
 AN1348'MILES EAST ALONG A PAVED COUNTY ROAD.  AT THE INTERSECTION OF ANOTHER
 AN1348'PAVED ROAD, 60 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 40
 AN1348'FEET EAST OF THE CENTERLINE OF THE CROSS ROAD, 4 FEET EAST OF A
 AN1348'POWERLINE POLE WITH A GUY WIRE, 3 FEET WEST OF A WHITE WOODEN WITNESS
 AN1348'POST, AND 1 FOOT LOWER THAN THE CROSS ROAD.  A STANDARD DISK, STAMPED
 AN1348'A 607 1942 AND SET IN THE TOP OF A CONCRETE POST  PROJECTING ABOUT 0.5
 AN1348'FOOT ABOVE GROUND.
 AN1348
 AN1348                          STATION RECOVERY (1974)
 AN1348
 AN1348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0345 ***********************************************************************
 AH0345  DESIGNATION -  A 608
 AH0345  PID         -  AH0345
 AH0345  STATE/COUNTY-  TX/NUECES
 AH0345  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0345
 AH0345                         *CURRENT SURVEY CONTROL
 AH0345  ___________________________________________________________________
 AH0345* NAD 83(1986)-  27 46 49.     (N)    097 24 06.     (W)     SCALED    
 AH0345* NAVD 88     -        11.445  (meters)      37.55   (feet)  ADJUSTED  
 AH0345  ___________________________________________________________________
 AH0345  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AH0345  DYNAMIC HT  -          11.428 (meters)      37.49  (feet)  COMP
 AH0345  MODELED GRAV-     979,128.1   (mgal)                       NAVD 88
 AH0345
 AH0345  VERT ORDER  -  FIRST     CLASS II
 AH0345
 AH0345.The horizontal coordinates were scaled from a topographic map and have
 AH0345.an estimated accuracy of +/- 6 seconds.
 AH0345
 AH0345.The orthometric height was determined by differential leveling
 AH0345.and adjusted by the National Geodetic Survey in June 1991..
 AH0345
 AH0345.The geoid height was determined by GEOID03.
 AH0345
 AH0345.The dynamic height is computed by dividing the NAVD 88
 AH0345.geopotential number by the normal gravity value computed on the
 AH0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0345.degrees latitude (g = 980.6199 gals.).
 AH0345
 AH0345.The modeled gravity was interpolated from observed gravity values.
 AH0345
 AH0345;                    North         East    Units  Estimated Accuracy
 AH0345;SPC TX S     - 5,234,650.      408,250.      MT  (+/- 180 meters Scaled)
 AH0345
 AH0345                          SUPERSEDED SURVEY CONTROL
 AH0345
 AH0345  NGVD 29 (??/??/92)   11.63   (m)           38.2    (f) COMPUTED    1 2
 AH0345
 AH0345.Superseded values are not recommended for survey control.
 AH0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0345.See file dsdata.txt to determine how the superseded data were derived.
 AH0345
 AH0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR574738(NAD 83)
 AH0345_MARKER: DB = BENCH MARK DISK
 AH0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0345_STAMPING: A 608 1942
 AH0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0345+STABILITY: SURFACE MOTION
 AH0345
 AH0345  HISTORY     - Date     Condition        Report By
 AH0345  HISTORY     - 1942     MONUMENTED       CGS
 AH0345  HISTORY     - 1961     POOR             USGS
 AH0345  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0345  HISTORY     - 19910706 MARK NOT FOUND   USPSQD
 AH0345  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0345
 AH0345                          STATION DESCRIPTION
 AH0345
 AH0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0345'IN CORPUS CHRISTI.
 AH0345'BENCH MARK IS AT THE INTERSECTION OF SOUTH STAPLES STREET AND CRAIG
 AH0345'AVENUE, ON THE PROPERTY OF THE TEXAS OIL CO., AND 19.0 FEET NORTH OF
 AH0345'THE NORTH CURB OF THE CRAIG AVENUE.  IT IS 4.8 FEET WEST OF THE WEST
 AH0345'CURB ALONG SOUTH STAPLES STREET, 3.0 FEET NORTHWEST OF A FIRE HYDRANT
 AH0345'AND 0.5 FOOT EAST OF EDGE OF CONCRETE SIDEWALK.  THE MONUMENT IS ABOUT
 AH0345'FLUSH WITH THE SURFACE OF THE GROUND.
 AH0345
 AH0345                          STATION RECOVERY (1961)
 AH0345
 AH0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AH0345'MARK RECOVERED IN POOR CONDITION.
 AH0345
 AH0345                          STATION RECOVERY (1989)
 AH0345
 AH0345'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AH0345'MARK NOT FOUND.
 AH0345
 AH0345                          STATION RECOVERY (1991)
 AH0345
 AH0345'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0345'MARK NOT FOUND.
 AH0345
 AH0345                          STATION RECOVERY (2001)
 AH0345
 AH0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0345'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0386 ***********************************************************************
 AH0386  DESIGNATION -  A 610
 AH0386  PID         -  AH0386
 AH0386  STATE/COUNTY-  TX/NUECES
 AH0386  USGS QUAD   -  OSO CREEK NW (1975)
 AH0386
 AH0386                         *CURRENT SURVEY CONTROL
 AH0386  ___________________________________________________________________
 AH0386* NAD 83(1986)-  27 43 43.     (N)    097 24 45.     (W)     SCALED    
 AH0386* NAVD 88     -         9.738  (meters)      31.95   (feet)  ADJUSTED  
 AH0386  ___________________________________________________________________
 AH0386  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH0386  DYNAMIC HT  -           9.723 (meters)      31.90  (feet)  COMP
 AH0386  MODELED GRAV-     979,125.7   (mgal)                       NAVD 88
 AH0386
 AH0386  VERT ORDER  -  SECOND    CLASS 0
 AH0386
 AH0386.The horizontal coordinates were scaled from a topographic map and have
 AH0386.an estimated accuracy of +/- 6 seconds.
 AH0386
 AH0386.The orthometric height was determined by differential leveling
 AH0386.and adjusted by the National Geodetic Survey in June 1991..
 AH0386
 AH0386.The geoid height was determined by GEOID03.
 AH0386
 AH0386.The dynamic height is computed by dividing the NAVD 88
 AH0386.geopotential number by the normal gravity value computed on the
 AH0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0386.degrees latitude (g = 980.6199 gals.).
 AH0386
 AH0386.The modeled gravity was interpolated from observed gravity values.
 AH0386
 AH0386;                    North         East    Units  Estimated Accuracy
 AH0386;SPC TX S     - 5,228,910.      407,230.      MT  (+/- 180 meters Scaled)
 AH0386
 AH0386                          SUPERSEDED SURVEY CONTROL
 AH0386
 AH0386  NGVD 29 (??/??/92)    9.914  (m)           32.53   (f) ADJ UNCH    2 0
 AH0386
 AH0386.Superseded values are not recommended for survey control.
 AH0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0386.See file dsdata.txt to determine how the superseded data were derived.
 AH0386
 AH0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR564681(NAD 83)
 AH0386_MARKER: DB = BENCH MARK DISK
 AH0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0386_SP_SET: CULVERT
 AH0386_STAMPING: A 610 1942
 AH0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0386
 AH0386  HISTORY     - Date     Condition        Report By
 AH0386  HISTORY     - 1942     MONUMENTED       CGS
 AH0386  HISTORY     - 1949     GOOD             NGS
 AH0386  HISTORY     - 1977     GOOD             NGS
 AH0386  HISTORY     - 19910626 MARK NOT FOUND   USPSQD
 AH0386  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0386  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0386
 AH0386                          STATION DESCRIPTION
 AH0386
 AH0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0386'1.2 MI S FROM CORPUS CHRISTI.
 AH0386'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0386'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0386'SOUTH ALONG STATE HIGHWAY 286, AND THENCE 1.0 MILE EAST ALONG
 AH0386'LEXINGTON BOULEVARD (STATE HIGHWAY 358).  AT A ROAD INTERSECTION, 70
 AH0386'FEET WEST OF THE CENTER LINE OF THE ROAD, 27 FEET SOUTH OF AND ABOUT
 AH0386'LEVEL WITH THE CENTER LINE OF THE BOULEVARD, AT A CONCRETE CULVERT,
 AH0386'AND IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL.  A STANDARD
 AH0386'DISK, STAMPED A 610 1942.
 AH0386
 AH0386                          STATION RECOVERY (1977)
 AH0386
 AH0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0386'RECOVERED IN GOOD CONDITION.
 AH0386
 AH0386                          STATION RECOVERY (1991)
 AH0386
 AH0386'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0386'MARK NOT FOUND.
 AH0386
 AH0386                          STATION RECOVERY (1997)
 AH0386
 AH0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0386'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0386'DESTROYED.
 AH0386
 AH0386                          STATION RECOVERY (1997)
 AH0386
 AH0386'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1024 ***********************************************************************
 AH1024  DESIGNATION -  A 612
 AH1024  PID         -  AH1024
 AH1024  STATE/COUNTY-  TX/KLEBERG
 AH1024  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1024
 AH1024                         *CURRENT SURVEY CONTROL
 AH1024  ___________________________________________________________________
 AH1024* NAD 83(1986)-  27 33 24.     (N)    097 56 50.     (W)     SCALED    
 AH1024* NAVD 88     -        31.882  (meters)     104.60   (feet)  ADJUSTED  
 AH1024  ___________________________________________________________________
 AH1024  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AH1024  DYNAMIC HT  -          31.832 (meters)     104.44  (feet)  COMP
 AH1024  MODELED GRAV-     979,091.6   (mgal)                       NAVD 88
 AH1024
 AH1024  VERT ORDER  -  SECOND    CLASS 0
 AH1024
 AH1024.The horizontal coordinates were scaled from a topographic map and have
 AH1024.an estimated accuracy of +/- 6 seconds.
 AH1024
 AH1024.The orthometric height was determined by differential leveling
 AH1024.and adjusted by the National Geodetic Survey in June 1991..
 AH1024
 AH1024.The geoid height was determined by GEOID03.
 AH1024
 AH1024.The dynamic height is computed by dividing the NAVD 88
 AH1024.geopotential number by the normal gravity value computed on the
 AH1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1024.degrees latitude (g = 980.6199 gals.).
 AH1024
 AH1024.The modeled gravity was interpolated from observed gravity values.
 AH1024
 AH1024;                    North         East    Units  Estimated Accuracy
 AH1024;SPC TX S     - 5,209,520.      354,590.      MT  (+/- 180 meters Scaled)
 AH1024
 AH1024                          SUPERSEDED SURVEY CONTROL
 AH1024
 AH1024  NGVD 29 (??/??/92)   31.973  (m)          104.90   (f) ADJ UNCH    2 0
 AH1024
 AH1024.Superseded values are not recommended for survey control.
 AH1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1024.See file dsdata.txt to determine how the superseded data were derived.
 AH1024
 AH1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR039485(NAD 83)
 AH1024_MARKER: DB = BENCH MARK DISK
 AH1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1024_STAMPING: A 612 1942
 AH1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1024+STABILITY: SURFACE MOTION
 AH1024
 AH1024  HISTORY     - Date     Condition        Report By
 AH1024  HISTORY     - 1942     MONUMENTED       CGS
 AH1024
 AH1024                          STATION DESCRIPTION
 AH1024
 AH1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1024'5.6 MI NW FROM KINGSVILLE.
 AH1024'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH1024'PROCEED WESTERLY 3.2 MILES ALONG STATE HIGHWAY NO. 141.  THEN GO
 AH1024'NORTHWEST 2.4 MILES ON RANCH ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AH1024'IS ON FENCE LINE ABOUT 0.5 MILE SOUTHWEST OF LAKE, ABOUT 0.2 MILE EAST
 AH1024'OF WINDMILL AND WATER RESERVOIR.  IT IS 0.6 FOOT NORTH OF FENCE, 2.5
 AH1024'FEET EAST OF 4 X 4 WOODEN MARKER POST AND MONUMENT PROJECTS ABOUT 0.6
 AH1024'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0995 ***********************************************************************
 AH0995  DESIGNATION -  A 613
 AH0995  PID         -  AH0995
 AH0995  STATE/COUNTY-  TX/KLEBERG
 AH0995  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH0995
 AH0995                         *CURRENT SURVEY CONTROL
 AH0995  ___________________________________________________________________
 AH0995* NAD 83(1986)-  27 31 17.     (N)    097 55 14.     (W)     SCALED    
 AH0995* NAVD 88     -        24.706  (meters)      81.06   (feet)  ADJUSTED  
 AH0995  ___________________________________________________________________
 AH0995  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AH0995  DYNAMIC HT  -          24.668 (meters)      80.93  (feet)  COMP
 AH0995  MODELED GRAV-     979,092.2   (mgal)                       NAVD 88
 AH0995
 AH0995  VERT ORDER  -  SECOND    CLASS 0
 AH0995
 AH0995.The horizontal coordinates were scaled from a topographic map and have
 AH0995.an estimated accuracy of +/- 6 seconds.
 AH0995
 AH0995.The orthometric height was determined by differential leveling
 AH0995.and adjusted by the National Geodetic Survey in June 1991..
 AH0995
 AH0995.The geoid height was determined by GEOID03.
 AH0995
 AH0995.The dynamic height is computed by dividing the NAVD 88
 AH0995.geopotential number by the normal gravity value computed on the
 AH0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0995.degrees latitude (g = 980.6199 gals.).
 AH0995
 AH0995.The modeled gravity was interpolated from observed gravity values.
 AH0995
 AH0995;                    North         East    Units  Estimated Accuracy
 AH0995;SPC TX S     - 5,205,620.      357,240.      MT  (+/- 180 meters Scaled)
 AH0995
 AH0995                          SUPERSEDED SURVEY CONTROL
 AH0995
 AH0995  NGVD 29 (??/??/92)   24.792  (m)           81.34   (f) ADJ UNCH    2 0
 AH0995
 AH0995.Superseded values are not recommended for survey control.
 AH0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0995.See file dsdata.txt to determine how the superseded data were derived.
 AH0995
 AH0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR066446(NAD 83)
 AH0995_MARKER: DB = BENCH MARK DISK
 AH0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0995_STAMPING: A 613 1942
 AH0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0995+STABILITY: SURFACE MOTION
 AH0995
 AH0995  HISTORY     - Date     Condition        Report By
 AH0995  HISTORY     - 1942     MONUMENTED       CGS
 AH0995  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0995
 AH0995                          STATION DESCRIPTION
 AH0995
 AH0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0995'3.9 MI SW FROM KINGSVILLE.
 AH0995'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE. PROCEED
 AH0995'WESTERLY 3.2 MILES ALONG STATE HIGHWAY NO. 141.  THENCE, CONTINUE
 AH0995'SOUTHERLY 0.7 MILE ON GRAVELED RANCH ROAD TO SITE OF BENCH MARK. BENCH
 AH0995'MARK IS AT THE SOUTHEAST CORNER OF A FIELD AT AN INTERSECTION OF TWO
 AH0995'GRAVELED RANCH ROADS, 38.0 FEET WEST OF AND ABOUT THE SAME ELEVATION
 AH0995'AS CENTERLINE OF SOUTHEAST AND NORTHWEST ROAD.  IT IS 1.0 FOOT
 AH0995'SOUTHEAST OF FENCE LINE, 33.0 FEET SOUTHEAST OF POWER POLE AND 8.0
 AH0995'FEET WEST OF LINE OF POWER POLES RUNNING SOUTHEAST AND NORTHWEST ON
 AH0995'SOUTHWEST SIDE OF ROAD, 3.0 FEET NORTH OF 4 X 4 INCH WOODEN MARKER
 AH0995'POST AND MONUMENT PROJECTS ABOUT 0.4 FOOT.
 AH0995
 AH0995                          STATION RECOVERY (1975)
 AH0995
 AH0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0646 ***********************************************************************
 AH0646  DESIGNATION -  A 614
 AH0646  PID         -  AH0646
 AH0646  STATE/COUNTY-  TX/KLEBERG
 AH0646  USGS QUAD   -  PAISANO LAKE (1979)
 AH0646
 AH0646                         *CURRENT SURVEY CONTROL
 AH0646  ___________________________________________________________________
 AH0646* NAD 83(1986)-  27 20 22.     (N)    097 57 53.     (W)     SCALED    
 AH0646* NAVD 88     -        25.832  (meters)      84.75   (feet)  ADJUSTED  
 AH0646  ___________________________________________________________________
 AH0646  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AH0646  DYNAMIC HT  -          25.791 (meters)      84.62  (feet)  COMP
 AH0646  MODELED GRAV-     979,083.9   (mgal)                       NAVD 88
 AH0646
 AH0646  VERT ORDER  -  SECOND    CLASS 0
 AH0646
 AH0646.The horizontal coordinates were scaled from a topographic map and have
 AH0646.an estimated accuracy of +/- 6 seconds.
 AH0646
 AH0646.The orthometric height was determined by differential leveling
 AH0646.and adjusted by the National Geodetic Survey in June 1991..
 AH0646
 AH0646.The geoid height was determined by GEOID03.
 AH0646
 AH0646.The dynamic height is computed by dividing the NAVD 88
 AH0646.geopotential number by the normal gravity value computed on the
 AH0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0646.degrees latitude (g = 980.6199 gals.).
 AH0646
 AH0646.The modeled gravity was interpolated from observed gravity values.
 AH0646
 AH0646;                    North         East    Units  Estimated Accuracy
 AH0646;SPC TX S     - 5,185,440.      352,960.      MT  (+/- 180 meters Scaled)
 AH0646
 AH0646                          SUPERSEDED SURVEY CONTROL
 AH0646
 AH0646  NGVD 29 (??/??/92)   25.947  (m)           85.13   (f) ADJ UNCH    2 0
 AH0646
 AH0646.Superseded values are not recommended for survey control.
 AH0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0646.See file dsdata.txt to determine how the superseded data were derived.
 AH0646
 AH0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR024244(NAD 83)
 AH0646_MARKER: DB = BENCH MARK DISK
 AH0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0646_STAMPING: A 614 1942
 AH0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0646+STABILITY: SURFACE MOTION
 AH0646
 AH0646  HISTORY     - Date     Condition        Report By
 AH0646  HISTORY     - 1942     MONUMENTED       CGS
 AH0646
 AH0646                          STATION DESCRIPTION
 AH0646
 AH0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0646'16.9 MI SW FROM KINGSVILLE.
 AH0646'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH0646'PROCEED WESTERLY 3.2 MILES ALONG STATE HIGHWAY NO. 141 TO INTERSECTION
 AH0646'OF RANCH ROAD.  THENCE CONTINUE SOUTHERLY 13.7 MILES TO SITE OF BENCH
 AH0646'MARK.  BENCH MARK IS ON FENCE LINE ABOUT 2.0 MILES NORTH OF THE
 AH0646'CANELLA CAMP ON KING PROPERTY.  IT IS ABOUT 0.4 MILE SOUTH OF FENCE
 AH0646'RUNNING WEST FROM NORTH AND SOUTH FENCE PARALLELLING RANCH ROAD, ABOUT
 AH0646'300.0 FEET WEST OF RANCH ROAD, 0.6 FOOT EAST OF FENCE, 3.0 FEET NORTH
 AH0646'OF 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS ABOUT 0.5
 AH0646'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1160 ***********************************************************************
 AJ1160  DESIGNATION -  A 615
 AJ1160  PID         -  AJ1160
 AJ1160  STATE/COUNTY-  TX/BROOKS
 AJ1160  USGS QUAD   -  FLOWELLA (1963)
 AJ1160
 AJ1160                         *CURRENT SURVEY CONTROL
 AJ1160  ___________________________________________________________________
 AJ1160* NAD 83(1986)-  27 10 19.     (N)    098 00 20.     (W)     SCALED    
 AJ1160* NAVD 88     -        23.904  (meters)      78.42   (feet)  ADJUSTED  
 AJ1160  ___________________________________________________________________
 AJ1160  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AJ1160  DYNAMIC HT  -          23.866 (meters)      78.30  (feet)  COMP
 AJ1160  MODELED GRAV-     979,075.0   (mgal)                       NAVD 88
 AJ1160
 AJ1160  VERT ORDER  -  SECOND    CLASS 0
 AJ1160
 AJ1160.The horizontal coordinates were scaled from a topographic map and have
 AJ1160.an estimated accuracy of +/- 6 seconds.
 AJ1160
 AJ1160.The orthometric height was determined by differential leveling
 AJ1160.and adjusted by the National Geodetic Survey in June 1991..
 AJ1160
 AJ1160.The geoid height was determined by GEOID03.
 AJ1160
 AJ1160.The dynamic height is computed by dividing the NAVD 88
 AJ1160.geopotential number by the normal gravity value computed on the
 AJ1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1160.degrees latitude (g = 980.6199 gals.).
 AJ1160
 AJ1160.The modeled gravity was interpolated from observed gravity values.
 AJ1160
 AJ1160;                    North         East    Units  Estimated Accuracy
 AJ1160;SPC TX S     - 5,166,870.      349,000.      MT  (+/- 180 meters Scaled)
 AJ1160
 AJ1160                          SUPERSEDED SURVEY CONTROL
 AJ1160
 AJ1160  NGVD 29 (??/??/92)   24.011  (m)           78.78   (f) ADJ UNCH    2 0
 AJ1160
 AJ1160.Superseded values are not recommended for survey control.
 AJ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1160.See file dsdata.txt to determine how the superseded data were derived.
 AJ1160
 AJ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR985058(NAD 83)
 AJ1160_MARKER: DB = BENCH MARK DISK
 AJ1160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ1160_SP_SET: TREE
 AJ1160_STAMPING: A 615 1942
 AJ1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1160
 AJ1160  HISTORY     - Date     Condition        Report By
 AJ1160  HISTORY     - 1942     MONUMENTED       CGS
 AJ1160  HISTORY     - 1962     GOOD             USGS
 AJ1160
 AJ1160                          STATION DESCRIPTION
 AJ1160
 AJ1160'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ1160'8.9 MI E FROM FALFURRIAS.
 AJ1160'FROM THE INTERSECTION OF US HWY 281 AND FARM ROAD 2191 IN FALFURRIAS,
 AJ1160'BROOKS CO., TEXAS, PROCEED EAST 5.2 MILES TO A CROSS ROAD, SOUTH 0.8
 AJ1160'MILE TO A T-RD EAST, EAST 2.4 MILES TO A GATE IN THE FENCE SOUTH OF
 AJ1160'THE ROAD, SOUTH 0.7 MILE TO A WINDMILL, CONTINUE SOUTH 0.4 MILE TO A
 AJ1160'TRAIL CROSSING, CONTINUE SOUTHEAST 1.05 MILE TO THE BENCH MARK 30 WEST
 AJ1160'OF THE ROAD ON A HUMMOCK AND AT THE EAST SIDE OF THE FOLIAGE OF A
 AJ1160'MESQUITE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0240 ***********************************************************************
 AE0240  DESIGNATION -  A 617
 AE0240  PID         -  AE0240
 AE0240  STATE/COUNTY-  TX/BROOKS
 AE0240  USGS QUAD   -  SAN TOMAS CAMP (1982)
 AE0240
 AE0240                         *CURRENT SURVEY CONTROL
 AE0240  ___________________________________________________________________
 AE0240* NAD 83(1986)-  26 55 44.     (N)    098 04 01.     (W)     SCALED    
 AE0240* NAVD 88     -        27.584  (meters)      90.50   (feet)  ADJUSTED  
 AE0240  ___________________________________________________________________
 AE0240  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AE0240  DYNAMIC HT  -          27.540 (meters)      90.35  (feet)  COMP
 AE0240  MODELED GRAV-     979,056.9   (mgal)                       NAVD 88
 AE0240
 AE0240  VERT ORDER  -  SECOND    CLASS 0
 AE0240
 AE0240.The horizontal coordinates were scaled from a topographic map and have
 AE0240.an estimated accuracy of +/- 6 seconds.
 AE0240
 AE0240.The orthometric height was determined by differential leveling
 AE0240.and adjusted by the National Geodetic Survey in June 1991..
 AE0240
 AE0240.The geoid height was determined by GEOID03.
 AE0240
 AE0240.The dynamic height is computed by dividing the NAVD 88
 AE0240.geopotential number by the normal gravity value computed on the
 AE0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0240.degrees latitude (g = 980.6199 gals.).
 AE0240
 AE0240.The modeled gravity was interpolated from observed gravity values.
 AE0240
 AE0240;                    North         East    Units  Estimated Accuracy
 AE0240;SPC TX S     - 5,139,920.      343,010.      MT  (+/- 180 meters Scaled)
 AE0240
 AE0240                          SUPERSEDED SURVEY CONTROL
 AE0240
 AE0240  NGVD 29 (??/??/92)   27.682  (m)           90.82   (f) ADJ UNCH    2 0
 AE0240
 AE0240.Superseded values are not recommended for survey control.
 AE0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0240.See file dsdata.txt to determine how the superseded data were derived.
 AE0240
 AE0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ926789(NAD 83)
 AE0240_MARKER: DB = BENCH MARK DISK
 AE0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0240_STAMPING: A 617 1942
 AE0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0240+STABILITY: SURFACE MOTION
 AE0240
 AE0240  HISTORY     - Date     Condition        Report By
 AE0240  HISTORY     - 1942     MONUMENTED       CGS
 AE0240  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0240
 AE0240                          STATION DESCRIPTION
 AE0240
 AE0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0240'6.2 MI E FROM ENCINO.
 AE0240'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AE0240'U. S. HIGHWAY NO. 281 TO THE INTERSECTION OF RANCH ROAD LEADING EAST.
 AE0240'THENCE, GO 5.8 MILES EASTERLY ALONG RANCH ROAD TO THE SITE OF THE
 AE0240'BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE LA FLORES
 AE0240'MILL OF THE KING RANCH, 14.0 FEET NORTHEAST OF AND ABOUT THE SAME
 AE0240'ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 6.0 FEET SOUTHWEST OF
 AE0240'A MESQUITE TREE AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.
 AE0240'THE MONUMENT PROJECTS 0.5 FOOT.
 AE0240
 AE0240                          STATION RECOVERY (1962)
 AE0240
 AE0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1133 ***********************************************************************
 AB1133  DESIGNATION -  A 619
 AB1133  PID         -  AB1133
 AB1133  STATE/COUNTY-  TX/KENEDY
 AB1133  USGS QUAD   -  ANDREA RANCH (1982)
 AB1133
 AB1133                         *CURRENT SURVEY CONTROL
 AB1133  ___________________________________________________________________
 AB1133* NAD 83(1986)-  26 44 29.     (N)    097 56 10.     (W)     SCALED    
 AB1133* NAVD 88     -        12.499  (meters)      41.01   (feet)  ADJUSTED  
 AB1133  ___________________________________________________________________
 AB1133  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AB1133  DYNAMIC HT  -          12.479 (meters)      40.94  (feet)  COMP
 AB1133  MODELED GRAV-     979,055.5   (mgal)                       NAVD 88
 AB1133
 AB1133  VERT ORDER  -  SECOND    CLASS 0
 AB1133
 AB1133.The horizontal coordinates were scaled from a topographic map and have
 AB1133.an estimated accuracy of +/- 6 seconds.
 AB1133
 AB1133.The orthometric height was determined by differential leveling
 AB1133.and adjusted by the National Geodetic Survey in June 1991..
 AB1133
 AB1133.The geoid height was determined by GEOID03.
 AB1133
 AB1133.The dynamic height is computed by dividing the NAVD 88
 AB1133.geopotential number by the normal gravity value computed on the
 AB1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1133.degrees latitude (g = 980.6199 gals.).
 AB1133
 AB1133.The modeled gravity was interpolated from observed gravity values.
 AB1133
 AB1133;                    North         East    Units  Estimated Accuracy
 AB1133;SPC TX S     - 5,119,200.      356,090.      MT  (+/- 180 meters Scaled)
 AB1133
 AB1133                          SUPERSEDED SURVEY CONTROL
 AB1133
 AB1133  NGVD 29 (??/??/92)   12.593  (m)           41.32   (f) ADJ UNCH    2 0
 AB1133
 AB1133.Superseded values are not recommended for survey control.
 AB1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1133.See file dsdata.txt to determine how the superseded data were derived.
 AB1133
 AB1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ057582(NAD 83)
 AB1133_MARKER: DB = BENCH MARK DISK
 AB1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1133_STAMPING: A 619 1942
 AB1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1133+STABILITY: SURFACE MOTION
 AB1133
 AB1133  HISTORY     - Date     Condition        Report By
 AB1133  HISTORY     - 1942     MONUMENTED       CGS
 AB1133
 AB1133                          STATION DESCRIPTION
 AB1133
 AB1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1133'11.0 MI W FROM NORRIAS.
 AB1133'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1133'PROCEED 11.0 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1133'MARK.  BENCH MARK IS AT THE NORTH EDGE OF A SMALL KNOLL, 51.0 FEET
 AB1133'SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 10.0
 AB1133'FEET NORTH OF A MESQUITE TREE AND 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AB1133'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0793 ***********************************************************************
 AJ0793  DESIGNATION -  A 62
 AJ0793  PID         -  AJ0793
 AJ0793  STATE/COUNTY-  TX/ZAPATA
 AJ0793  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0793
 AJ0793                         *CURRENT SURVEY CONTROL
 AJ0793  ___________________________________________________________________
 AJ0793* NAD 83(1986)-  27 01 23.     (N)    099 24 31.     (W)     SCALED    
 AJ0793* NAVD 88     -       112.339  (meters)     368.57   (feet)  POSTED    
 AJ0793  ___________________________________________________________________
 AJ0793  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AJ0793  DYNAMIC HT  -         112.160 (meters)     367.98  (feet)  COMP
 AJ0793  MODELED GRAV-     979,042.4   (mgal)                       NAVD 88
 AJ0793
 AJ0793  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0793
 AJ0793.The horizontal coordinates were scaled from a topographic map and have
 AJ0793.an estimated accuracy of +/- 6 seconds.
 AJ0793
 AJ0793.The orthometric height was determined by differential leveling
 AJ0793.and adjusted by the National Geodetic Survey in 1992..
 AJ0793.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0793.rate of 0.0 thru 1.0 mm/km.
 AJ0793
 AJ0793.The geoid height was determined by GEOID03.
 AJ0793
 AJ0793.The dynamic height is computed by dividing the NAVD 88
 AJ0793.geopotential number by the normal gravity value computed on the
 AJ0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0793.degrees latitude (g = 980.6199 gals.).
 AJ0793
 AJ0793.The modeled gravity was interpolated from observed gravity values.
 AJ0793
 AJ0793;                    North         East    Units  Estimated Accuracy
 AJ0793;SPC TX S     - 5,150,600.      209,850.      MT  (+/- 180 meters Scaled)
 AJ0793
 AJ0793                          SUPERSEDED SURVEY CONTROL
 AJ0793
 AJ0793.No superseded survey control is available for this station.
 AJ0793
 AJ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ594890(NAD 83)
 AJ0793_MARKER: DB = BENCH MARK DISK
 AJ0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0793_STAMPING: A 62 1918
 AJ0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0793+STABILITY: SURFACE MOTION
 AJ0793
 AJ0793  HISTORY     - Date     Condition        Report By
 AJ0793  HISTORY     - 1918     MONUMENTED       CGS
 AJ0793  HISTORY     - 1956     MARK NOT FOUND   NGS
 AJ0793
 AJ0793                          STATION DESCRIPTION
 AJ0793
 AJ0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 AJ0793'3.2 MI E FROM SAN YGNACIO.
 AJ0793'ABOUT 3.2 MILES EAST OF SAN YGNACIO, ZAPATA COUNTY, ON THE
 AJ0793'LAREDO-ZAPATA HIGHWAY, AT MILEPOST 37, AND ABOUT 3 FEET INSIDE THE
 AJ0793'FENCE ON THE SOUTH SIDE OF THE ROAD.  A STANDARD DISK STAMPED A 62
 AJ0793'1918 AND SET IN THE TOP OF A CONCRETE POST.
 AJ0793
 AJ0793                          STATION RECOVERY (1956)
 AJ0793
 AJ0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 AJ0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1113 ***********************************************************************
 AB1113  DESIGNATION -  A 620
 AB1113  PID         -  AB1113
 AB1113  STATE/COUNTY-  TX/BROOKS
 AB1113  USGS QUAD   -  JULIAN (1982)
 AB1113
 AB1113                         *CURRENT SURVEY CONTROL
 AB1113  ___________________________________________________________________
 AB1113* NAD 83(1986)-  26 48 19.     (N)    097 59 56.     (W)     SCALED    
 AB1113* NAVD 88     -        16.411  (meters)      53.84   (feet)  ADJUSTED  
 AB1113  ___________________________________________________________________
 AB1113  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AB1113  DYNAMIC HT  -          16.385 (meters)      53.76  (feet)  COMP
 AB1113  MODELED GRAV-     979,054.9   (mgal)                       NAVD 88
 AB1113
 AB1113  VERT ORDER  -  SECOND    CLASS 0
 AB1113
 AB1113.The horizontal coordinates were scaled from a topographic map and have
 AB1113.an estimated accuracy of +/- 6 seconds.
 AB1113
 AB1113.The orthometric height was determined by differential leveling
 AB1113.and adjusted by the National Geodetic Survey in June 1991..
 AB1113
 AB1113.The geoid height was determined by GEOID03.
 AB1113
 AB1113.The dynamic height is computed by dividing the NAVD 88
 AB1113.geopotential number by the normal gravity value computed on the
 AB1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1113.degrees latitude (g = 980.6199 gals.).
 AB1113
 AB1113.The modeled gravity was interpolated from observed gravity values.
 AB1113
 AB1113;                    North         East    Units  Estimated Accuracy
 AB1113;SPC TX S     - 5,126,250.      349,820.      MT  (+/- 180 meters Scaled)
 AB1113
 AB1113                          SUPERSEDED SURVEY CONTROL
 AB1113
 AB1113  NGVD 29 (??/??/92)   16.508  (m)           54.16   (f) ADJ UNCH    2 0
 AB1113
 AB1113.Superseded values are not recommended for survey control.
 AB1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1113.See file dsdata.txt to determine how the superseded data were derived.
 AB1113
 AB1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ994652(NAD 83)
 AB1113_MARKER: DB = BENCH MARK DISK
 AB1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1113_STAMPING: A 620 1942
 AB1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1113+STABILITY: SURFACE MOTION
 AB1113
 AB1113  HISTORY     - Date     Condition        Report By
 AB1113  HISTORY     - 1942     MONUMENTED       CGS
 AB1113  HISTORY     - 1954     GOOD             USGS
 AB1113
 AB1113                          STATION DESCRIPTION
 AB1113
 AB1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1113'18.8 MI SE FROM ENCINO.
 AB1113'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AB1113'U.S. HIGHWAY NO.281 TO INTERSECTION OF ROAD LEADING EAST. THENCE, GO
 AB1113'9.7 MILES EASTERLY ALONG RANCH ROAD TO INTERSECTION OF RANCH ROAD
 AB1113'LEADING SOUTH.  THENCE, GO 8.6 MILES SOUTHERLY ALONG RANCH ROAD TO THE
 AB1113'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 1.6 MILES SOUTH OF CUATRO
 AB1113'ESCUINAS WELL ON THE KING RANCH, IN PASTURE, 14.0 FEET EAST OF AND
 AB1113'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. IT IS 12.0
 AB1113'FEET WEST OF A MESQUITE TREE AND 4.0 FEET NORTH OF A 4X4-INCH WOODEN
 AB1113'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AB1113
 AB1113                          STATION RECOVERY (1954)
 AB1113
 AB1113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0349 ***********************************************************************
 AJ0349  DESIGNATION -  A 621
 AJ0349  PID         -  AJ0349
 AJ0349  STATE/COUNTY-  TX/DUVAL
 AJ0349  USGS QUAD   -  CONCEPCION (1968)
 AJ0349
 AJ0349                         *CURRENT SURVEY CONTROL
 AJ0349  ___________________________________________________________________
 AJ0349* NAD 83(1986)-  27 23 11.     (N)    098 16 12.     (W)     SCALED    
 AJ0349* NAVD 88     -        76.471  (meters)     250.89   (feet)  ADJUSTED  
 AJ0349  ___________________________________________________________________
 AJ0349  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AJ0349  DYNAMIC HT  -          76.350 (meters)     250.49  (feet)  COMP
 AJ0349  MODELED GRAV-     979,071.3   (mgal)                       NAVD 88
 AJ0349
 AJ0349  VERT ORDER  -  SECOND    CLASS 0
 AJ0349
 AJ0349.The horizontal coordinates were scaled from a topographic map and have
 AJ0349.an estimated accuracy of +/- 6 seconds.
 AJ0349
 AJ0349.The orthometric height was determined by differential leveling
 AJ0349.and adjusted by the National Geodetic Survey in June 1991..
 AJ0349
 AJ0349.The geoid height was determined by GEOID03.
 AJ0349
 AJ0349.The dynamic height is computed by dividing the NAVD 88
 AJ0349.geopotential number by the normal gravity value computed on the
 AJ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0349.degrees latitude (g = 980.6199 gals.).
 AJ0349
 AJ0349.The modeled gravity was interpolated from observed gravity values.
 AJ0349
 AJ0349;                    North         East    Units  Estimated Accuracy
 AJ0349;SPC TX S     - 5,190,550.      322,750.      MT  (+/- 180 meters Scaled)
 AJ0349
 AJ0349                          SUPERSEDED SURVEY CONTROL
 AJ0349
 AJ0349  NGVD 29 (??/??/92)   76.570  (m)          251.21   (f) ADJ UNCH    2 0
 AJ0349
 AJ0349.Superseded values are not recommended for survey control.
 AJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0349.See file dsdata.txt to determine how the superseded data were derived.
 AJ0349
 AJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR721294(NAD 83)
 AJ0349_MARKER: DB = BENCH MARK DISK
 AJ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0349_STAMPING: A 621 1942
 AJ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0349+STABILITY: SURFACE MOTION
 AJ0349
 AJ0349  HISTORY     - Date     Condition        Report By
 AJ0349  HISTORY     - 1942     MONUMENTED       CGS
 AJ0349  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0349
 AJ0349                          STATION DESCRIPTION
 AJ0349
 AJ0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0349'11.5 MI NW FROM PREMONT.
 AJ0349'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0349'PROCEED 0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0349'INTERSECTION OF TRACK ROAD LEADING WESTERLY   THENCE, GO 11.0 MILES
 AJ0349'WESTERLY ALONG THE ROAD TO INTERSECTION OF CROSSROAD AND SITE OF THE
 AJ0349'BENCH MARK.  BENCH MARK IS 30.0 FEET EAST OF THE NORTH-SOUTH ROAD,
 AJ0349'32.0 FEET SOUTH OF THE EAST-WEST ROAD AND 3.0 FEET EAST OF A FENCE
 AJ0349'CORNER.  IT IS 3.0 WEST OF A 4X4-INCH WOODEN MARKER POST.  AND 1.0
 AJ0349'FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS 0.3 FOOT.
 AJ0349
 AJ0349                          STATION RECOVERY (1968)
 AJ0349
 AJ0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0372 ***********************************************************************
 AJ0372  DESIGNATION -  A 622
 AJ0372  PID         -  AJ0372
 AJ0372  STATE/COUNTY-  TX/DUVAL
 AJ0372  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0372
 AJ0372                         *CURRENT SURVEY CONTROL
 AJ0372  ___________________________________________________________________
 AJ0372* NAD 83(1986)-  27 25 07.     (N)    098 24 16.     (W)     SCALED    
 AJ0372* NAVD 88     -       105.459  (meters)     345.99   (feet)  ADJUSTED  
 AJ0372  ___________________________________________________________________
 AJ0372  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AJ0372  DYNAMIC HT  -         105.292 (meters)     345.45  (feet)  COMP
 AJ0372  MODELED GRAV-     979,068.7   (mgal)                       NAVD 88
 AJ0372
 AJ0372  VERT ORDER  -  SECOND    CLASS 0
 AJ0372
 AJ0372.The horizontal coordinates were scaled from a topographic map and have
 AJ0372.an estimated accuracy of +/- 6 seconds.
 AJ0372
 AJ0372.The orthometric height was determined by differential leveling
 AJ0372.and adjusted by the National Geodetic Survey in June 1991..
 AJ0372
 AJ0372.The geoid height was determined by GEOID03.
 AJ0372
 AJ0372.The dynamic height is computed by dividing the NAVD 88
 AJ0372.geopotential number by the normal gravity value computed on the
 AJ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0372.degrees latitude (g = 980.6199 gals.).
 AJ0372
 AJ0372.The modeled gravity was interpolated from observed gravity values.
 AJ0372
 AJ0372;                    North         East    Units  Estimated Accuracy
 AJ0372;SPC TX S     - 5,194,110.      309,450.      MT  (+/- 180 meters Scaled)
 AJ0372
 AJ0372                          SUPERSEDED SURVEY CONTROL
 AJ0372
 AJ0372  NGVD 29 (??/??/92)  105.546  (m)          346.28   (f) ADJ UNCH    2 0
 AJ0372
 AJ0372.Superseded values are not recommended for survey control.
 AJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0372.See file dsdata.txt to determine how the superseded data were derived.
 AJ0372
 AJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR588329(NAD 83)
 AJ0372_MARKER: DB = BENCH MARK DISK
 AJ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0372_STAMPING: A 622 1942
 AJ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0372+STABILITY: SURFACE MOTION
 AJ0372
 AJ0372  HISTORY     - Date     Condition        Report By
 AJ0372  HISTORY     - 1942     MONUMENTED       CGS
 AJ0372  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0372
 AJ0372                          STATION DESCRIPTION
 AJ0372
 AJ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0372'14.8 MI S FROM BENAVIDES.
 AJ0372'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AJ0372'BENAVIDES-- PROCEED 11.6 MILES SOUTH ALONG STATE HIGHWAY NO. 339 TO
 AJ0372'CURVE.  THENCE, GO 0.5 MILE WEST ALONG DIRT ROAD TO CURVE, THENCE, GO
 AJ0372'2.7 MILES SOUTHERLY ALONG ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AJ0372'ABOUT 0.2 MILE SOUTH OF A RANCH HOUSE AND 18.0 FEET EAST OF THE
 AJ0372'CENTERLINE OF THE ROAD.  IT IS 3.0 FEET NORTH OF A 4X4-INCH WOODEN
 AJ0372'MARKER POST AND 1.0 FOOT EAST OF FENCE.  THE MONUMENT PROJECTS 0.7
 AJ0372'FOOT.
 AJ0372
 AJ0372                          STATION RECOVERY (1968)
 AJ0372
 AJ0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0385 ***********************************************************************
 AJ0385  DESIGNATION -  A 623
 AJ0385  PID         -  AJ0385
 AJ0385  STATE/COUNTY-  TX/DUVAL
 AJ0385  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0385
 AJ0385                         *CURRENT SURVEY CONTROL
 AJ0385  ___________________________________________________________________
 AJ0385* NAD 83(1986)-  27 24 50.     (N)    098 29 15.     (W)     SCALED    
 AJ0385* NAVD 88     -       129.460  (meters)     424.74   (feet)  ADJUSTED  
 AJ0385  ___________________________________________________________________
 AJ0385  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AJ0385  DYNAMIC HT  -         129.256 (meters)     424.07  (feet)  COMP
 AJ0385  MODELED GRAV-     979,062.1   (mgal)                       NAVD 88
 AJ0385
 AJ0385  VERT ORDER  -  SECOND    CLASS 0
 AJ0385
 AJ0385.The horizontal coordinates were scaled from a topographic map and have
 AJ0385.an estimated accuracy of +/- 6 seconds.
 AJ0385
 AJ0385.The orthometric height was determined by differential leveling
 AJ0385.and adjusted by the National Geodetic Survey in June 1991..
 AJ0385
 AJ0385.The geoid height was determined by GEOID03.
 AJ0385
 AJ0385.The dynamic height is computed by dividing the NAVD 88
 AJ0385.geopotential number by the normal gravity value computed on the
 AJ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0385.degrees latitude (g = 980.6199 gals.).
 AJ0385
 AJ0385.The modeled gravity was interpolated from observed gravity values.
 AJ0385
 AJ0385;                    North         East    Units  Estimated Accuracy
 AJ0385;SPC TX S     - 5,193,580.      301,240.      MT  (+/- 180 meters Scaled)
 AJ0385
 AJ0385                          SUPERSEDED SURVEY CONTROL
 AJ0385
 AJ0385  NGVD 29 (??/??/92)  129.53   (m)          425.0    (f) COMPUTED    2 0
 AJ0385
 AJ0385.Superseded values are not recommended for survey control.
 AJ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0385.See file dsdata.txt to determine how the superseded data were derived.
 AJ0385
 AJ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR506323(NAD 83)
 AJ0385_MARKER: DB = BENCH MARK DISK
 AJ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0385_STAMPING: A 623 1942
 AJ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0385+STABILITY: SURFACE MOTION
 AJ0385
 AJ0385  HISTORY     - Date     Condition        Report By
 AJ0385  HISTORY     - 1942     MONUMENTED       CGS
 AJ0385  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0385
 AJ0385                          STATION DESCRIPTION
 AJ0385
 AJ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0385'4.8 MI SE FROM REALITOS.
 AJ0385'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT REALITOS--
 AJ0385'PROCEED 1.2 MILES SOUTHEAST ALONG ROAD TO INTERSECTION OF ROAD LEADING
 AJ0385'EASTERLY.  THENCE, GO 2.3 MILES EASTERLY ALONG TRACK ROAD TO SHARP
 AJ0385'CURVE, THENCE, GO 1.2 MILES SOUTH TO CURVE, THENCE 0.1 MILE EAST TO
 AJ0385'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE EAST OF
 AJ0385'INTERSECTION OF CROSSROAD, 21.0 FEET NORTH OF THE CENTERLINE OF THE
 AJ0385'ROAD, 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET
 AJ0385'NORTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0385
 AJ0385                          STATION RECOVERY (1968)
 AJ0385
 AJ0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0520 ***********************************************************************
 AJ0520  DESIGNATION -  A 626
 AJ0520  PID         -  AJ0520
 AJ0520  STATE/COUNTY-  TX/JIM HOGG
 AJ0520  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0520
 AJ0520                         *CURRENT SURVEY CONTROL
 AJ0520  ___________________________________________________________________
 AJ0520* NAD 83(1986)-  27 10 27.     (N)    098 30 19.     (W)     SCALED    
 AJ0520* NAVD 88     -       118.323  (meters)     388.20   (feet)  ADJUSTED  
 AJ0520  ___________________________________________________________________
 AJ0520  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AJ0520  DYNAMIC HT  -         118.134 (meters)     387.58  (feet)  COMP
 AJ0520  MODELED GRAV-     979,047.2   (mgal)                       NAVD 88
 AJ0520
 AJ0520  VERT ORDER  -  SECOND    CLASS 0
 AJ0520
 AJ0520.The horizontal coordinates were scaled from a topographic map and have
 AJ0520.an estimated accuracy of +/- 6 seconds.
 AJ0520
 AJ0520.The orthometric height was determined by differential leveling
 AJ0520.and adjusted by the National Geodetic Survey in June 1991..
 AJ0520
 AJ0520.The geoid height was determined by GEOID03.
 AJ0520
 AJ0520.The dynamic height is computed by dividing the NAVD 88
 AJ0520.geopotential number by the normal gravity value computed on the
 AJ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0520.degrees latitude (g = 980.6199 gals.).
 AJ0520
 AJ0520.The modeled gravity was interpolated from observed gravity values.
 AJ0520
 AJ0520;                    North         East    Units  Estimated Accuracy
 AJ0520;SPC TX S     - 5,167,020.      299,480.      MT  (+/- 180 meters Scaled)
 AJ0520
 AJ0520                          SUPERSEDED SURVEY CONTROL
 AJ0520
 AJ0520  NGVD 29 (??/??/92)  118.378  (m)          388.38   (f) ADJ UNCH    2 0
 AJ0520
 AJ0520.Superseded values are not recommended for survey control.
 AJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0520.See file dsdata.txt to determine how the superseded data were derived.
 AJ0520
 AJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR490058(NAD 83)
 AJ0520_MARKER: DB = BENCH MARK DISK
 AJ0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0520_STAMPING: A 626 1942
 AJ0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0520+STABILITY: SURFACE MOTION
 AJ0520
 AJ0520  HISTORY     - Date     Condition        Report By
 AJ0520  HISTORY     - 1942     MONUMENTED       CGS
 AJ0520  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0520
 AJ0520                          STATION DESCRIPTION
 AJ0520
 AJ0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0520'17.8 MI SE FROM HEBBRONVILLE.
 AJ0520'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0520'PROCEED 9.2 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTA VISTA TO
 AJ0520'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO EASTERLY ALONG ROAD 8.6
 AJ0520'MILES TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE
 AJ0520'NORTHWEST OF A GATE IN FENCE, 12.0 FEET SOUTH OF AND ABOUT THE SAME
 AJ0520'ELEVATION AS THE CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF A
 AJ0520'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
 AJ0520
 AJ0520                          STATION RECOVERY (1972)
 AJ0520
 AJ0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0439 ***********************************************************************
 AJ0439  DESIGNATION -  A 627
 AJ0439  PID         -  AJ0439
 AJ0439  STATE/COUNTY-  TX/BROOKS
 AJ0439  USGS QUAD   -  PALOMAS RANCH SE (1968)
 AJ0439
 AJ0439                         *CURRENT SURVEY CONTROL
 AJ0439  ___________________________________________________________________
 AJ0439* NAD 83(1986)-  27 06 52.     (N)    098 21 32.     (W)     SCALED    
 AJ0439* NAVD 88     -        88.629  (meters)     290.78   (feet)  ADJUSTED  
 AJ0439  ___________________________________________________________________
 AJ0439  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AJ0439  DYNAMIC HT  -          88.487 (meters)     290.31  (feet)  COMP
 AJ0439  MODELED GRAV-     979,049.6   (mgal)                       NAVD 88
 AJ0439
 AJ0439  VERT ORDER  -  SECOND    CLASS 0
 AJ0439
 AJ0439.The horizontal coordinates were scaled from a topographic map and have
 AJ0439.an estimated accuracy of +/- 6 seconds.
 AJ0439
 AJ0439.The orthometric height was determined by differential leveling
 AJ0439.and adjusted by the National Geodetic Survey in June 1991..
 AJ0439
 AJ0439.The geoid height was determined by GEOID03.
 AJ0439
 AJ0439.The dynamic height is computed by dividing the NAVD 88
 AJ0439.geopotential number by the normal gravity value computed on the
 AJ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0439.degrees latitude (g = 980.6199 gals.).
 AJ0439
 AJ0439.The modeled gravity was interpolated from observed gravity values.
 AJ0439
 AJ0439;                    North         East    Units  Estimated Accuracy
 AJ0439;SPC TX S     - 5,160,410.      313,990.      MT  (+/- 180 meters Scaled)
 AJ0439
 AJ0439                          SUPERSEDED SURVEY CONTROL
 AJ0439
 AJ0439  NGVD 29 (??/??/92)   88.701  (m)          291.01   (f) ADJ UNCH    2 0
 AJ0439
 AJ0439.Superseded values are not recommended for survey control.
 AJ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0439.See file dsdata.txt to determine how the superseded data were derived.
 AJ0439
 AJ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ635992(NAD 83)
 AJ0439_MARKER: DB = BENCH MARK DISK
 AJ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0439_STAMPING: A 627 1942
 AJ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0439+STABILITY: SURFACE MOTION
 AJ0439
 AJ0439  HISTORY     - Date     Condition        Report By
 AJ0439  HISTORY     - 1942     MONUMENTED       CGS
 AJ0439  HISTORY     - 1968     GOOD             USGS
 AJ0439
 AJ0439                          STATION DESCRIPTION
 AJ0439
 AJ0439'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0439'23.8 MI SW FROM FALFURRIAS.
 AJ0439'23.8 MILES SOUTHWEST OF FALFURRIAS, BROOKS COUNTY.  THIS BENCH MARK
 AJ0439'FROM THE COUNTY COURTHOUSE BY GOING 0.4 MILE SOUTH ALONG U.S. HIGHWAY
 AJ0439'281, THENCE 2.6 MILES SOUTHWEST ALONG A COUNTY ROAD, THENCE 15.2 MILES
 AJ0439'WEST AND 3.0 MILES SOUTH ALONG ROADS TO DICK MARKS RANCH, AND THENCE
 AJ0439'1.0 MILE EAST ALONG COUNTY ROAD.  IT IS ONE TENTH OF A MILE WEST OF A
 AJ0439'BEND, SOUTH.  IT IS 162 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 AJ0439'ROAD AND ABOUT 255 W OF THE JUNCTION OF A PRIVATE ROAD NORTH TO THE
 AJ0439'HINAJOSA RANCH, 12 FT. SOUTH OF THE CENTERLINE OF AN OLD TRAIL. A
 AJ0439'STANDARD DISK, STAMPED A 627 1942 AND SET IN THE TOP OF A CONCRETE
 AJ0439'POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0096 ***********************************************************************
 AE0096  DESIGNATION -  A 629
 AE0096  PID         -  AE0096
 AE0096  STATE/COUNTY-  TX/JIM HOGG
 AE0096  USGS QUAD   -  SANTA ELENA (1993)
 AE0096
 AE0096                         *CURRENT SURVEY CONTROL
 AE0096  ___________________________________________________________________
 AE0096* NAD 83(1986)-  26 47 37.     (N)    098 27 25.     (W)     SCALED    
 AE0096* NAVD 88     -        79.788  (meters)     261.77   (feet)  ADJUSTED  
 AE0096  ___________________________________________________________________
 AE0096  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AE0096  DYNAMIC HT  -          79.658 (meters)     261.34  (feet)  COMP
 AE0096  MODELED GRAV-     979,021.0   (mgal)                       NAVD 88
 AE0096
 AE0096  VERT ORDER  -  SECOND    CLASS 0
 AE0096
 AE0096.The horizontal coordinates were scaled from a topographic map and have
 AE0096.an estimated accuracy of +/- 6 seconds.
 AE0096
 AE0096.The orthometric height was determined by differential leveling
 AE0096.and adjusted by the National Geodetic Survey in June 1991..
 AE0096
 AE0096.The geoid height was determined by GEOID03.
 AE0096
 AE0096.The dynamic height is computed by dividing the NAVD 88
 AE0096.geopotential number by the normal gravity value computed on the
 AE0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0096.degrees latitude (g = 980.6199 gals.).
 AE0096
 AE0096.The modeled gravity was interpolated from observed gravity values.
 AE0096
 AE0096;                    North         East    Units  Estimated Accuracy
 AE0096;SPC TX S     - 5,124,860.      304,280.      MT  (+/- 180 meters Scaled)
 AE0096
 AE0096                          SUPERSEDED SURVEY CONTROL
 AE0096
 AE0096  NGVD 29 (??/??/92)   79.852  (m)          261.98   (f) ADJ UNCH    2 0
 AE0096
 AE0096.Superseded values are not recommended for survey control.
 AE0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0096.See file dsdata.txt to determine how the superseded data were derived.
 AE0096
 AE0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ539636(NAD 83)
 AE0096_MARKER: DB = BENCH MARK DISK
 AE0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0096_STAMPING: A 629 1942
 AE0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0096+STABILITY: SURFACE MOTION
 AE0096
 AE0096  HISTORY     - Date     Condition        Report By
 AE0096  HISTORY     - 1942     MONUMENTED       CGS
 AE0096
 AE0096                          STATION DESCRIPTION
 AE0096
 AE0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0096'3.6 MI NE FROM SANTA ELENA.
 AE0096'TO REACH FROM THE SITE OF POST OFFICE AT SANTA ELENA-- PROCEED 2.5
 AE0096'MILES NORTHERLY ALONG ROAD TOWARDS ALTAVISTA TO INTERSECTION OF ROAD
 AE0096'LEADING EAST.  THENCE, GO 1.1 MILES EASTERLY ALONG ROAD TO THE SITE OF
 AE0096'THE BENCH MARK.  BENCH MARK IS 17.0 FEET SOUTH OF AND ABOUT THE SAME
 AE0096'ELEVATION AS THE CENTERLINE OF CATTLE GUARD ACROSS THE ROAD, 3.0 FEET
 AE0096'EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF
 AE0096'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0044 ***********************************************************************
 AE0044  DESIGNATION -  A 630
 AE0044  PID         -  AE0044
 AE0044  STATE/COUNTY-  TX/STARR
 AE0044  USGS QUAD   -  SAN ISIDRO (1993)
 AE0044
 AE0044                         *CURRENT SURVEY CONTROL
 AE0044  ___________________________________________________________________
 AE0044* NAD 83(1986)-  26 41 28.     (N)    098 22 54.     (W)     SCALED    
 AE0044* NAVD 88     -        70.922  (meters)     232.68   (feet)  ADJUSTED  
 AE0044  ___________________________________________________________________
 AE0044  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AE0044  DYNAMIC HT  -          70.807 (meters)     232.31  (feet)  COMP
 AE0044  MODELED GRAV-     979,019.0   (mgal)                       NAVD 88
 AE0044
 AE0044  VERT ORDER  -  SECOND    CLASS 0
 AE0044
 AE0044.The horizontal coordinates were scaled from a topographic map and have
 AE0044.an estimated accuracy of +/- 6 seconds.
 AE0044
 AE0044.The orthometric height was determined by differential leveling
 AE0044.and adjusted by the National Geodetic Survey in June 1991..
 AE0044
 AE0044.The geoid height was determined by GEOID03.
 AE0044
 AE0044.The dynamic height is computed by dividing the NAVD 88
 AE0044.geopotential number by the normal gravity value computed on the
 AE0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0044.degrees latitude (g = 980.6199 gals.).
 AE0044
 AE0044.The modeled gravity was interpolated from observed gravity values.
 AE0044
 AE0044;                    North         East    Units  Estimated Accuracy
 AE0044;SPC TX S     - 5,113,510.      311,780.      MT  (+/- 180 meters Scaled)
 AE0044
 AE0044                          SUPERSEDED SURVEY CONTROL
 AE0044
 AE0044  NGVD 29 (??/??/92)   71.006  (m)          232.96   (f) ADJ UNCH    2 0
 AE0044
 AE0044.Superseded values are not recommended for survey control.
 AE0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0044.See file dsdata.txt to determine how the superseded data were derived.
 AE0044
 AE0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ615523(NAD 83)
 AE0044_MARKER: DB = BENCH MARK DISK
 AE0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0044_STAMPING: A 630 1942
 AE0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0044+STABILITY: SURFACE MOTION
 AE0044
 AE0044  HISTORY     - Date     Condition        Report By
 AE0044  HISTORY     - 1942     MONUMENTED       CGS
 AE0044  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0044
 AE0044                          STATION DESCRIPTION
 AE0044
 AE0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0044'6.7 MI E FROM SANTA ELENA.
 AE0044'TO REACH FROM THE POST OFFICE AT SANTA ELENA-- PROCEED 6.7 MILES
 AE0044'EASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AE0044'IS ABOUT 0.7 MILE WEST OF LA REFORMA STORE, 19.0 FEET SOUTH OF AND
 AE0044'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET EAST
 AE0044'OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF FENCE.  THE
 AE0044'MONUMENT PROJECTS 0.6 FOOT.
 AE0044
 AE0044                          STATION RECOVERY (1972)
 AE0044
 AE0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1229 ***********************************************************************
 AN1229  DESIGNATION -  A 631 RESET 1953
 AN1229  PID         -  AN1229
 AN1229  STATE/COUNTY-  TX/REFUGIO
 AN1229  USGS QUAD   -  REFUGIO (1979)
 AN1229
 AN1229                         *CURRENT SURVEY CONTROL
 AN1229  ___________________________________________________________________
 AN1229* NAD 83(1986)-  28 15 31.     (N)    097 18 59.     (W)     SCALED    
 AN1229* NAVD 88     -        12.783  (meters)      41.94   (feet)  ADJUSTED  
 AN1229  ___________________________________________________________________
 AN1229  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1229  DYNAMIC HT  -          12.763 (meters)      41.87  (feet)  COMP
 AN1229  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 AN1229
 AN1229  VERT ORDER  -  FIRST     CLASS I
 AN1229
 AN1229.The horizontal coordinates were scaled from a topographic map and have
 AN1229.an estimated accuracy of +/- 6 seconds.
 AN1229
 AN1229.The orthometric height was determined by differential leveling
 AN1229.and adjusted by the National Geodetic Survey in June 1991..
 AN1229
 AN1229.The geoid height was determined by GEOID03.
 AN1229
 AN1229.The dynamic height is computed by dividing the NAVD 88
 AN1229.geopotential number by the normal gravity value computed on the
 AN1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1229.degrees latitude (g = 980.6199 gals.).
 AN1229
 AN1229.The modeled gravity was interpolated from observed gravity values.
 AN1229
 AN1229;                    North         East    Units  Estimated Accuracy
 AN1229;SPC TXSC     - 4,048,320.      765,210.      MT  (+/- 180 meters Scaled)
 AN1229
 AN1229                          SUPERSEDED SURVEY CONTROL
 AN1229
 AN1229  NGVD 29 (??/??/92)   12.944  (m)           42.47   (f) ADJ UNCH    1 1
 AN1229
 AN1229.Superseded values are not recommended for survey control.
 AN1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1229.See file dsdata.txt to determine how the superseded data were derived.
 AN1229
 AN1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS651270(NAD 83)
 AN1229_MARKER: DB = BENCH MARK DISK
 AN1229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1229_SP_SET: BRIDGE
 AN1229_STAMPING: A 631 RESET 1953
 AN1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1229
 AN1229  HISTORY     - Date     Condition        Report By
 AN1229  HISTORY     - 1953     MONUMENTED       TXHD
 AN1229  HISTORY     - 1978     GOOD             NGS
 AN1229  HISTORY     - 19990724 GOOD             USPSQD
 AN1229
 AN1229                          STATION DESCRIPTION
 AN1229
 AN1229'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN1229'1.5 MI NE FROM WOODSBORO.
 AN1229'1.5 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1229'RAILWAY FROM THE STATION AT WOODSBORO, REFUGIO COUNTY, 85 FEET
 AN1229'NORTHWEST OF THE CENTER LINE OF THE TRACK, AT A CONCRETE BRIDGE ON
 AN1229'U.S. HIGHWAY 77, IN THE NORTHEAST END OF THE SOUTHEAST HEAD WALL, 22
 AN1229'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND LEVEL WITH THE
 AN1229'HIGHWAY.  A STANDARD DISK, STAMPED A 631 RESET 1953.
 AN1229
 AN1229                          STATION RECOVERY (1978)
 AN1229
 AN1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1229'RECOVERED IN GOOD CONDITION.
 AN1229
 AN1229                          STATION RECOVERY (1999)
 AN1229
 AN1229'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0547 ***********************************************************************
 AH0547  DESIGNATION -  A 634
 AH0547  PID         -  AH0547
 AH0547  STATE/COUNTY-  TX/KLEBERG
 AH0547  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH0547
 AH0547                         *CURRENT SURVEY CONTROL
 AH0547  ___________________________________________________________________
 AH0547* NAD 83(1986)-  27 24 59.     (N)    097 37 25.     (W)     SCALED    
 AH0547* NAVD 88     -         7.502  (meters)      24.61   (feet)  ADJUSTED  
 AH0547  ___________________________________________________________________
 AH0547  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AH0547  DYNAMIC HT  -           7.490 (meters)      24.57  (feet)  COMP
 AH0547  MODELED GRAV-     979,106.0   (mgal)                       NAVD 88
 AH0547
 AH0547  VERT ORDER  -  SECOND    CLASS 0
 AH0547
 AH0547.The horizontal coordinates were scaled from a topographic map and have
 AH0547.an estimated accuracy of +/- 6 seconds.
 AH0547
 AH0547.The orthometric height was determined by differential leveling
 AH0547.and adjusted by the National Geodetic Survey in June 1991..
 AH0547
 AH0547.The geoid height was determined by GEOID03.
 AH0547
 AH0547.The dynamic height is computed by dividing the NAVD 88
 AH0547.geopotential number by the normal gravity value computed on the
 AH0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0547.degrees latitude (g = 980.6199 gals.).
 AH0547
 AH0547.The modeled gravity was interpolated from observed gravity values.
 AH0547
 AH0547;                    North         East    Units  Estimated Accuracy
 AH0547;SPC TX S     - 5,194,160.      386,660.      MT  (+/- 180 meters Scaled)
 AH0547
 AH0547                          SUPERSEDED SURVEY CONTROL
 AH0547
 AH0547  NGVD 29 (??/??/92)    7.629  (m)           25.03   (f) ADJ UNCH    2 0
 AH0547
 AH0547.Superseded values are not recommended for survey control.
 AH0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0547.See file dsdata.txt to determine how the superseded data were derived.
 AH0547
 AH0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR360333(NAD 83)
 AH0547_MARKER: DB = BENCH MARK DISK
 AH0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0547_STAMPING: A 634 1942
 AH0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0547+STABILITY: SURFACE MOTION
 AH0547
 AH0547  HISTORY     - Date     Condition        Report By
 AH0547  HISTORY     - 1942     MONUMENTED       CGS
 AH0547  HISTORY     - 1949     GOOD             NGS
 AH0547
 AH0547                          STATION DESCRIPTION
 AH0547
 AH0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0547'18 MI SE FROM KINGSVILLE.
 AH0547'LOCATED ON THE LAURELES DIVISION OF KING RANCH, 18 MILES SE OF
 AH0547'KINGSVILLE.  TO REACH FROM THE INTERSECTION OF US HWY 77 AND ANGLE
 AH0547'ROAD 0.4 MILE E OF COUNTY HOSPITAL IN KINGSVILLE, GO 1.9 MILES DUE E
 AH0547'TO T ROAD INTERSECTION, THEN WIND 1.7 MILES NE ALONG PAVED ROAD THAT
 AH0547'PARALLELS NAVY FIELD FENCE TO LOCKED GATE ENTERING KING RANCH AT SAN
 AH0547'FERNANDO CREEK, TURN RIGHT OFF PAVED ROAD 0.5 MILE E OF LOCKED GATE,
 AH0547'AND GO 13.2 MILES SE ALONG GRADED ROAD PAST LEONCITAS WINDMILL AND EL
 AH0547'TELEPHONE RANCH TO LOCATION 1.0 MILE NW OF JABONCILLES RANCH 577 FT. S
 AH0547'OF THE GRADED ROAD CENTERLINE, 24 FT. S OF A DIM TRAIL, AND 3 FT. W OF
 AH0547'A WITNESS POST.  STANDARD DISK STAMPED A 634 1942 SET IN TOP OF A 6X6
 AH0547'INCH CONCRETE MONUMENT PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0558 ***********************************************************************
 AH0558  DESIGNATION -  A 636
 AH0558  PID         -  AH0558
 AH0558  STATE/COUNTY-  TX/KLEBERG
 AH0558  USGS QUAD   -  RICARDO (1979)
 AH0558
 AH0558                         *CURRENT SURVEY CONTROL
 AH0558  ___________________________________________________________________
 AH0558* NAD 83(1986)-  27 26 41.     (N)    097 51 28.     (W)     SCALED    
 AH0558* NAVD 88     -        16.774  (meters)      55.03   (feet)  ADJUSTED  
 AH0558  ___________________________________________________________________
 AH0558  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH0558  DYNAMIC HT  -          16.748 (meters)      54.95  (feet)  COMP
 AH0558  MODELED GRAV-     979,094.8   (mgal)                       NAVD 88
 AH0558
 AH0558  VERT ORDER  -  FIRST     CLASS II
 AH0558
 AH0558.The horizontal coordinates were scaled from a topographic map and have
 AH0558.an estimated accuracy of +/- 6 seconds.
 AH0558
 AH0558.The orthometric height was determined by differential leveling
 AH0558.and adjusted by the National Geodetic Survey in June 1991..
 AH0558.WARNING-Repeat measurements at this control monument indicate possible
 AH0558.vertical movement.
 AH0558
 AH0558.The geoid height was determined by GEOID03.
 AH0558
 AH0558.The dynamic height is computed by dividing the NAVD 88
 AH0558.geopotential number by the normal gravity value computed on the
 AH0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0558.degrees latitude (g = 980.6199 gals.).
 AH0558
 AH0558.The modeled gravity was interpolated from observed gravity values.
 AH0558
 AH0558;                    North         East    Units  Estimated Accuracy
 AH0558;SPC TX S     - 5,197,160.      363,490.      MT  (+/- 180 meters Scaled)
 AH0558
 AH0558                          SUPERSEDED SURVEY CONTROL
 AH0558
 AH0558  NGVD 29 (??/??/92)   16.893  (m)           55.42   (f) ADJ UNCH    1 2
 AH0558
 AH0558.Superseded values are not recommended for survey control.
 AH0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0558.See file dsdata.txt to determine how the superseded data were derived.
 AH0558
 AH0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR128362(NAD 83)
 AH0558_MARKER: DB = BENCH MARK DISK
 AH0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0558_STAMPING: A 636 1942
 AH0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0558+STABILITY: SURFACE MOTION
 AH0558
 AH0558  HISTORY     - Date     Condition        Report By
 AH0558  HISTORY     - 1942     MONUMENTED       CGS
 AH0558  HISTORY     - 1951     GOOD             NGS
 AH0558  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0558  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0558
 AH0558                          STATION DESCRIPTION
 AH0558
 AH0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0558'5.1 MI S FROM KINGSVILLE.
 AH0558'5.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AH0558'AT KINGSVILLE, 1.5 MILES NORTH OF THE STATION SIGN POST AT RICARDO,
 AH0558'166 FEET EAST OF THE EAST RAIL, 129 FEET NORTH OF THE CENTER LINE OF
 AH0558'AN OILED ROAD LEADING EAST, 77 FEET EAST OF THE CENTER LINE OF U.S.
 AH0558'HIGHWAY 77, 43 FEET NORTH OF A POWER POLE, 4 FEET NORTHWEST OF A FENCE
 AH0558'CORNER, 1 FOOT WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN
 AH0558'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AH0558
 AH0558                          STATION RECOVERY (1975)
 AH0558
 AH0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0558'MARK NOT FOUND.
 AH0558
 AH0558                          STATION RECOVERY (1981)
 AH0558
 AH0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0558'SEARCHED FOR, NOT RECOVERED, PROBABLY GRADED OUT FOR NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0611 ***********************************************************************
 AH0611  DESIGNATION -  A 637
 AH0611  PID         -  AH0611
 AH0611  STATE/COUNTY-  TX/KENEDY
 AH0611  USGS QUAD   -  LA PARRA RANCH (1975)
 AH0611
 AH0611                         *CURRENT SURVEY CONTROL
 AH0611  ___________________________________________________________________
 AH0611* NAD 83(1986)-  27 13 03.     (N)    097 42 26.     (W)     SCALED    
 AH0611* NAVD 88     -         6.107  (meters)      20.04   (feet)  ADJUSTED  
 AH0611  ___________________________________________________________________
 AH0611  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AH0611  DYNAMIC HT  -           6.097 (meters)      20.00  (feet)  COMP
 AH0611  MODELED GRAV-     979,096.6   (mgal)                       NAVD 88
 AH0611
 AH0611  VERT ORDER  -  SECOND    CLASS 0
 AH0611
 AH0611.The horizontal coordinates were scaled from a topographic map and have
 AH0611.an estimated accuracy of +/- 6 seconds.
 AH0611
 AH0611.The orthometric height was determined by differential leveling
 AH0611.and adjusted by the National Geodetic Survey in June 1991..
 AH0611
 AH0611.The geoid height was determined by GEOID03.
 AH0611
 AH0611.The dynamic height is computed by dividing the NAVD 88
 AH0611.geopotential number by the normal gravity value computed on the
 AH0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0611.degrees latitude (g = 980.6199 gals.).
 AH0611
 AH0611.The modeled gravity was interpolated from observed gravity values.
 AH0611
 AH0611;                    North         East    Units  Estimated Accuracy
 AH0611;SPC TX S     - 5,172,070.      378,530.      MT  (+/- 180 meters Scaled)
 AH0611
 AH0611                          SUPERSEDED SURVEY CONTROL
 AH0611
 AH0611  NGVD 29 (??/??/92)    6.191  (m)           20.31   (f) ADJ UNCH    2 0
 AH0611
 AH0611.Superseded values are not recommended for survey control.
 AH0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0611.See file dsdata.txt to determine how the superseded data were derived.
 AH0611
 AH0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR280111(NAD 83)
 AH0611_MARKER: DB = BENCH MARK DISK
 AH0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0611_STAMPING: A 637 1942
 AH0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0611+STABILITY: SURFACE MOTION
 AH0611
 AH0611  HISTORY     - Date     Condition        Report By
 AH0611  HISTORY     - 1942     MONUMENTED       CGS
 AH0611  HISTORY     - 1949     GOOD             NGS
 AH0611
 AH0611                          STATION DESCRIPTION
 AH0611
 AH0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0611'5.2 MI E FROM SARITA.
 AH0611'TO REACH FROM THE POST OFFICE AT SARITA-- PROCEED 5.2 MILES EASTERLY
 AH0611'ALONG DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 40.0
 AH0611'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AH0611'ROAD, 27.0 FEET EAST OF A LIVE OAK TREE, 3.0 FEET WEST OF A 4X4-INCH
 AH0611'WOODEN MARKER POST AND 1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS
 AH0611'0.5 FOOT.
 AH0611
 AH0611                          STATION RECOVERY (1949)
 AH0611
 AH0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1006 ***********************************************************************
 AB1006  DESIGNATION -  A 638
 AB1006  PID         -  AB1006
 AB1006  STATE/COUNTY-  TX/KENEDY
 AB1006  USGS QUAD   -  SAN PEDRO RANCH (1975)
 AB1006
 AB1006                         *CURRENT SURVEY CONTROL
 AB1006  ___________________________________________________________________
 AB1006* NAD 83(1986)-  26 58 44.     (N)    097 44 23.     (W)     SCALED    
 AB1006* NAVD 88     -         6.352  (meters)      20.84   (feet)  ADJUSTED  
 AB1006  ___________________________________________________________________
 AB1006  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AB1006  DYNAMIC HT  -           6.342 (meters)      20.81  (feet)  COMP
 AB1006  MODELED GRAV-     979,082.6   (mgal)                       NAVD 88
 AB1006
 AB1006  VERT ORDER  -  SECOND    CLASS 0
 AB1006
 AB1006.The horizontal coordinates were scaled from a topographic map and have
 AB1006.an estimated accuracy of +/- 6 seconds.
 AB1006
 AB1006.The orthometric height was determined by differential leveling
 AB1006.and adjusted by the National Geodetic Survey in June 1991..
 AB1006
 AB1006.The geoid height was determined by GEOID03.
 AB1006
 AB1006.The dynamic height is computed by dividing the NAVD 88
 AB1006.geopotential number by the normal gravity value computed on the
 AB1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1006.degrees latitude (g = 980.6199 gals.).
 AB1006
 AB1006.The modeled gravity was interpolated from observed gravity values.
 AB1006
 AB1006;                    North         East    Units  Estimated Accuracy
 AB1006;SPC TX S     - 5,145,610.      375,470.      MT  (+/- 180 meters Scaled)
 AB1006
 AB1006                          SUPERSEDED SURVEY CONTROL
 AB1006
 AB1006  NGVD 29 (??/??/92)    6.42   (m)           21.1    (f) COMPUTED    2 0
 AB1006
 AB1006.Superseded values are not recommended for survey control.
 AB1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1006.See file dsdata.txt to determine how the superseded data were derived.
 AB1006
 AB1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ250847(NAD 83)
 AB1006_MARKER: DB = BENCH MARK DISK
 AB1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1006_STAMPING: A638 1942
 AB1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1006+STABILITY: SURFACE MOTION
 AB1006
 AB1006  HISTORY     - Date     Condition        Report By
 AB1006  HISTORY     - 1942     MONUMENTED       CGS
 AB1006  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB1006
 AB1006                          STATION DESCRIPTION
 AB1006
 AB1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1006'4.0 MI SE FROM TURCOTTE.
 AB1006'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT TURCOTTE--
 AB1006'PROCEED 0.2 MILES SOUTH ON STATE HIGHWAY NO. 96 TO GRADED CROSSROAD.
 AB1006'TURN EAST INTO GRADED ROAD AND GO 3.8 MILES TO AN OPEN FLAT ON THE
 AB1006'OUTSIDE OF A CURVE TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT THE
 AB1006'CENTER OF THE OPEN FLAT ABOUT 500.0 FEET SOUTH OF A SMALL ROUND HILL
 AB1006'30.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AB1006'THE ROAD.  3.0 FEET EAST OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT
 AB1006'PROJECTS 0.5 FOOT.
 AB1006
 AB1006                          STATION RECOVERY (2004)
 AB1006
 AB1006'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1055 ***********************************************************************
 AW1055  DESIGNATION -  A 639
 AW1055  PID         -  AW1055
 AW1055  STATE/COUNTY-  TX/GALVESTON
 AW1055  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1055
 AW1055                         *CURRENT SURVEY CONTROL
 AW1055  ___________________________________________________________________
 AW1055* NAD 83(1986)-  29 21 31.     (N)    094 57 01.     (W)     SCALED    
 AW1055* NAVD 88     -         2.326  (meters)       7.63   (feet)  ADJUSTED  
 AW1055  ___________________________________________________________________
 AW1055  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1055  DYNAMIC HT  -           2.322 (meters)       7.62  (feet)  COMP
 AW1055  MODELED GRAV-     979,265.7   (mgal)                       NAVD 88
 AW1055  OBS GRAVITY -     979,261.9   (mgal)                       GRAV_OBS
 AW1055
 AW1055  VERT ORDER  -  FIRST     CLASS I
 AW1055
 AW1055.The horizontal coordinates were scaled from a topographic map and have
 AW1055.an estimated accuracy of +/- 6 seconds.
 AW1055
 AW1055.The orthometric height was determined by differential leveling
 AW1055.and adjusted by the National Geodetic Survey in June 1991..
 AW1055
 AW1055.The geoid height was determined by GEOID03.
 AW1055
 AW1055.The dynamic height is computed by dividing the NAVD 88
 AW1055.geopotential number by the normal gravity value computed on the
 AW1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1055.degrees latitude (g = 980.6199 gals.).
 AW1055
 AW1055.The modeled gravity was interpolated from observed gravity values.
 AW1055.The observed gravity was obtained from relative gravimeter ties
 AW1055.to the IGSN71 gravity network.
 AW1055
 AW1055;                    North         East    Units  Estimated Accuracy
 AW1055;SPC TXSC     - 4,175,850.      993,100.      MT  (+/- 180 meters Scaled)
 AW1055
 AW1055                          SUPERSEDED SURVEY CONTROL
 AW1055
 AW1055  NGVD 29 (12/23/87)    2.322  (m)            7.62   (f) ADJUSTED    1 1
 AW1055
 AW1055.Superseded values are not recommended for survey control.
 AW1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1055.See file dsdata.txt to determine how the superseded data were derived.
 AW1055
 AW1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN106492(NAD 83)
 AW1055_MARKER: DB = BENCH MARK DISK
 AW1055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1055_SP_SET: HEADWALL
 AW1055_STAMPING: A 639 1942
 AW1055_MARK LOGO: CGS   
 AW1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1055+STABILITY: SURFACE MOTION
 AW1055
 AW1055  HISTORY     - Date     Condition        Report By
 AW1055  HISTORY     - 1942     MONUMENTED       CGS
 AW1055  HISTORY     - 1973     GOOD             NGS
 AW1055  HISTORY     - 1976     GOOD             NGS
 AW1055  HISTORY     - 1976     GOOD             NGS
 AW1055  HISTORY     - 1978     GOOD             NGS
 AW1055  HISTORY     - 1983     GOOD             NGS
 AW1055  HISTORY     - 1987     GOOD             USPSQD
 AW1055  HISTORY     - 1987     POOR             USPSQD
 AW1055  HISTORY     - 1987     GOOD             USPSQD
 AW1055  HISTORY     - 1987     GOOD             USPSQD
 AW1055  HISTORY     - 1987     POOR             USPSQD
 AW1055  HISTORY     - 1987     GOOD             NGS
 AW1055  HISTORY     - 1988     GOOD             USPSQD
 AW1055  HISTORY     - 1988     GOOD             USPSQD
 AW1055  HISTORY     - 1988     GOOD             USPSQD
 AW1055  HISTORY     - 1988     GOOD             USPSQD
 AW1055  HISTORY     - 1988     GOOD             USPSQD
 AW1055  HISTORY     - 1988     GOOD             USPSQD
 AW1055  HISTORY     - 1988     GOOD             USPSQD
 AW1055  HISTORY     - 1988     GOOD             USPSQD
 AW1055  HISTORY     - 1988     GOOD             USPSQD
 AW1055  HISTORY     - 1990     GOOD             USPSQD
 AW1055  HISTORY     - 1991     GOOD             USPSQD
 AW1055  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1055  HISTORY     - 19961203 MARK NOT FOUND   NGS
 AW1055  HISTORY     - 20040129 MARK NOT FOUND   USPSQD
 AW1055  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW1055
 AW1055                          STATION DESCRIPTION
 AW1055
 AW1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1055'1.85 MI SE FROM LA MARQUE.
 AW1055'1.85 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF FARM
 AW1055'ROAD 1765 AT LA MARQUE, AT THE JUNCTION OF FARM ROAD 519, SET IN THE
 AW1055'TOP AND 0.4 FOOT EAST OF THE WEST END OF THE NORTH HEADWALL OF A
 AW1055'CONCRETE CULVERT, 54 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW1055'19.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 23 FEET NORTHWEST OF THE
 AW1055'CENTER LINE OF THE FARM ROAD, AND ABOUT LEVEL WITH THE FARM ROAD.
 AW1055
 AW1055                          STATION RECOVERY (1976)
 AW1055
 AW1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1055'RECOVERED IN GOOD CONDITION.  NOTE--HEADWALL IS LEANING SLIGHTLY TO
 AW1055'THE NORTHWEST.
 AW1055
 AW1055                          STATION RECOVERY (1976)
 AW1055
 AW1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1978)
 AW1055
 AW1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1983)
 AW1055
 AW1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1987)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1987)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1055'MARK RECOVERED IN POOR CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1987)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1987)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1987)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1055'MARK RECOVERED IN POOR CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1987)
 AW1055
 AW1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1988)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1988)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1988)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1988)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1988)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1988)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1988)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1988)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1988)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1990)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1991)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1055'RECOVERED IN GOOD CONDITION.
 AW1055
 AW1055                          STATION RECOVERY (1994)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1055'MARK NOT FOUND.
 AW1055
 AW1055                          STATION RECOVERY (1996)
 AW1055
 AW1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1055'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AW1055
 AW1055                          STATION RECOVERY (2004)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1055'MARK NOT FOUND.
 AW1055
 AW1055                          STATION RECOVERY (2005)
 AW1055
 AW1055'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0411 ***********************************************************************
 AO0411  DESIGNATION -  A 64
 AO0411  PID         -  AO0411
 AO0411  STATE/COUNTY-  TX/DIMMIT
 AO0411  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0411
 AO0411                         *CURRENT SURVEY CONTROL
 AO0411  ___________________________________________________________________
 AO0411* NAD 83(1986)-  28 31 32.     (N)    099 51 40.     (W)     SCALED    
 AO0411* NAVD 88     -       190.981  (meters)     626.58   (feet)  ADJUSTED  
 AO0411  ___________________________________________________________________
 AO0411  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AO0411  DYNAMIC HT  -         190.694 (meters)     625.64  (feet)  COMP
 AO0411  MODELED GRAV-     979,140.5   (mgal)                       NAVD 88
 AO0411
 AO0411  VERT ORDER  -  FIRST     CLASS II
 AO0411
 AO0411.The horizontal coordinates were scaled from a topographic map and have
 AO0411.an estimated accuracy of +/- 6 seconds.
 AO0411
 AO0411.The orthometric height was determined by differential leveling
 AO0411.and adjusted by the National Geodetic Survey in June 1991..
 AO0411
 AO0411.The geoid height was determined by GEOID03.
 AO0411
 AO0411.The dynamic height is computed by dividing the NAVD 88
 AO0411.geopotential number by the normal gravity value computed on the
 AO0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0411.degrees latitude (g = 980.6199 gals.).
 AO0411
 AO0411.The modeled gravity was interpolated from observed gravity values.
 AO0411
 AO0411;                    North         East    Units  Estimated Accuracy
 AO0411;SPC TXSC     - 4,077,030.      515,720.      MT  (+/- 180 meters Scaled)
 AO0411
 AO0411                          SUPERSEDED SURVEY CONTROL
 AO0411
 AO0411  NGVD 29 (??/??/92)  190.908  (m)          626.34   (f) ADJ UNCH    1 2
 AO0411
 AO0411.Superseded values are not recommended for survey control.
 AO0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0411.See file dsdata.txt to determine how the superseded data were derived.
 AO0411
 AO0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS157557(NAD 83)
 AO0411_MARKER: DB = BENCH MARK DISK
 AO0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0411_SP_SET: BUILDING
 AO0411_STAMPING: A 64 1919 ELEV 626.547 FT
 AO0411_MARK LOGO: CGS   
 AO0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0411
 AO0411  HISTORY     - Date     Condition        Report By
 AO0411  HISTORY     - 1919     MONUMENTED       CGS
 AO0411  HISTORY     - 1957     GOOD             NGS
 AO0411  HISTORY     - 1982     GOOD             NGS
 AO0411  HISTORY     - 19970531 GOOD             USPSQD
 AO0411
 AO0411                          STATION DESCRIPTION
 AO0411
 AO0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0411'IN CARRIZO SPRINGS.
 AO0411'AT CARRIZO SPRINGS, 0.4 MILE NORTHWEST OF THE SAN ANTONIO, UVALDE AND
 AO0411'GULF RAILROAD STATION, 81 FEET WEST OF THE CENTER LINE OF 7TH STREET,
 AO0411'106 FEET NORTH OF THE EXTENDED CENTER LINE OF NOPAL STREET, 25 FEET
 AO0411'SOUTH OF THE CENTER OF THE EAST ENTRANCE TO THE GRAMMAR SCHOOL, 4.5
 AO0411'FEET ABOVE THE GROUND, SET VERTICALLY IN THE EAST WALL OF THE SCHOOL
 AO0411'BUILDING.
 AO0411
 AO0411                          STATION RECOVERY (1982)
 AO0411
 AO0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0411'3 BLOCKS NORTH ALONG SIXTH STREET, THENCE 1 BLOCK WEST ON NOPEL STREET
 AO0411'AT EAST ENTRANCE TO GRAMMER SCHOOL, 24.6 METERS (81.0 FT) WEST OF
 AO0411'CENTERLINE OF SEVENTH STREET, 32.3 METERS (106.0 FT) NORTH OF EXTENDED
 AO0411'CENTERLINE OF NOPEL STREET, 7.6 METERS (25.0 FT) SOUTH OF CENTER OF
 AO0411'EAST ENTRANCE TO THE GRAMMER SCHOOL.  NOTE, SET VERTICALLY 4.5 FT
 AO0411'ABOVE THE GROUND IN THE EAST WALL OF THE SCHOOL BUILDING.
 AO0411'THE MARK IS 1.3 M ABOVE GROUND.
 AO0411
 AO0411                          STATION RECOVERY (1997)
 AO0411
 AO0411'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1112 ***********************************************************************
 AW1112  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1112  DESIGNATION -  A 640 RESET
 AW1112  PID         -  AW1112
 AW1112  STATE/COUNTY-  TX/HARRIS
 AW1112  USGS QUAD   -  PASADENA (1995)
 AW1112
 AW1112                         *CURRENT SURVEY CONTROL
 AW1112  ___________________________________________________________________
 AW1112* NAD 83(1993)-  29 39 30.37456(N)    095 13 52.11804(W)     ADJUSTED  
 AW1112* NAVD 88     -         7.97   (meters)      26.1    (feet)  GPS OBS   
 AW1112  ___________________________________________________________________
 AW1112  X           -    -505,748.255 (meters)                     COMP
 AW1112  Y           -  -5,523,969.511 (meters)                     COMP
 AW1112  Z           -   3,137,518.487 (meters)                     COMP
 AW1112  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW1112  ELLIP HEIGHT-         -19.20  (meters)          (12/03/01) GPS OBS
 AW1112  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1112  DYNAMIC HT  -           7.96  (meters)      26.1   (feet)  COMP
 AW1112  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 AW1112
 AW1112  HORZ ORDER  -  FIRST
 AW1112  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1112  ELLP ORDER  -  FOURTH    CLASS II
 AW1112
 AW1112.The horizontal coordinates were established by GPS observations
 AW1112.and adjusted by the National Geodetic Survey in December 2001..
 AW1112
 AW1112.The orthometric height was determined by GPS observations and a
 AW1112.high-resolution geoid model using precise GPS observation and
 AW1112.processing techniques. It supersedes the leveled height previously
 AW1112.determined for this station.
 AW1112.The vertical order pertains to the first NAVD 88 superseded value.
 AW1112
 AW1112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1112
 AW1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1112
 AW1112.The ellipsoidal height was determined by GPS observations
 AW1112.and is referenced to NAD 83.
 AW1112
 AW1112.The geoid height was determined by GEOID03.
 AW1112
 AW1112.The dynamic height is computed by dividing the NAVD 88
 AW1112.geopotential number by the normal gravity value computed on the
 AW1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1112.degrees latitude (g = 980.6199 gals.).
 AW1112
 AW1112.The modeled gravity was interpolated from observed gravity values.
 AW1112
 AW1112;                    North         East     Units Scale Factor Converg.
 AW1112;SPC TXSC     - 4,208,148.780   964,774.484   MT  0.99987913   +1 50 47.1
 AW1112;SPC TXSC     -13,806,234.79  3,165,264.29   sFT  0.99987913   +1 50 47.1
 AW1112;UTM  15      - 3,283,019.665   284,050.194   MT  1.00017543   -1 06 16.1
 AW1112
 AW1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1112!SPC TXSC     -   1.00000302  x   0.99987913  =   0.99988215
 AW1112!UTM  15      -   1.00000302  x   1.00017543  =   1.00017845
 AW1112
 AW1112                          SUPERSEDED SURVEY CONTROL
 AW1112
 AW1112  ELLIP H (10/25/00)  -19.23   (m)                       GP(       ) 4 1
 AW1112  NAD 83(1993)-  29 39 30.37512(N)    095 13 52.11742(W) AD(       ) 1
 AW1112  ELLIP H (10/17/96)  -19.11   (m)                       GP(       ) 3 1
 AW1112  NAVD 88 (06/15/91)    7.948  (m)           26.08   (f) ADJUSTED    1 1
 AW1112  NGVD 29 (12/23/87)    7.945  (m)           26.07   (f) ADJUSTED    1 1
 AW1112
 AW1112.Superseded values are not recommended for survey control.
 AW1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1112.See file dsdata.txt to determine how the superseded data were derived.
 AW1112
 AW1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8405083020(NAD 83)
 AW1112_MARKER: DB = BENCH MARK DISK
 AW1112_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW1112_SP_SET: HEADWALL
 AW1112_STAMPING: A 640 RESET 1962
 AW1112_MARK LOGO: CGS   
 AW1112_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1112+STABILITY: SURFACE MOTION
 AW1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1112+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1112
 AW1112  HISTORY     - Date     Condition        Report By
 AW1112  HISTORY     - 1962     MONUMENTED       CGS
 AW1112  HISTORY     - 1973     GOOD             NGS
 AW1112  HISTORY     - 1976     GOOD             NGS
 AW1112  HISTORY     - 1978     GOOD             DOD
 AW1112  HISTORY     - 1978     GOOD             NGS
 AW1112  HISTORY     - 1983     GOOD             NGS
 AW1112  HISTORY     - 1987     GOOD             USPSQD
 AW1112  HISTORY     - 1987     GOOD             USPSQD
 AW1112  HISTORY     - 1987     GOOD             USPSQD
 AW1112  HISTORY     - 1987     GOOD             USPSQD
 AW1112  HISTORY     - 1987     GOOD             USPSQD
 AW1112  HISTORY     - 1987     GOOD             USPSQD
 AW1112  HISTORY     - 1987     GOOD             USPSQD
 AW1112  HISTORY     - 1987     GOOD             NGS
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1988     GOOD             USPSQD
 AW1112  HISTORY     - 1989     GOOD             USPSQD
 AW1112  HISTORY     - 1989     GOOD             USPSQD
 AW1112  HISTORY     - 1989     GOOD             USPSQD
 AW1112  HISTORY     - 1989     GOOD             USPSQD
 AW1112  HISTORY     - 1989     GOOD             USPSQD
 AW1112  HISTORY     - 1990     GOOD             USPSQD
 AW1112  HISTORY     - 19950321 GOOD             HGCSD
 AW1112  HISTORY     - 20000311 GOOD             USPSQD
 AW1112  HISTORY     - 20010331 GOOD             NGS
 AW1112  HISTORY     - 20030917 GOOD             USPSQD
 AW1112  HISTORY     - 20041125 GOOD             USPSQD
 AW1112  HISTORY     - 20060520 GOOD             USPSQD
 AW1112
 AW1112                          STATION DESCRIPTION
 AW1112
 AW1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1112'0.4 MI SE FROM SOUTH HOUSTON.
 AW1112'ABOUT 0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE INTERSECTION
 AW1112'OF COLLEGE AVE. AT SOUTH HOUSTON, ABOUT 38 FEET NORTHEAST OF THE
 AW1112'CENTER LINE OF STATE HWY. 3, 103 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 AW1112'OF GALVESTON-HOUSTON-HENDERSON RAILROAD, 99 FEET SOUTHWEST OF THE
 AW1112'SOUTHWEST SIDE OF TRESTLE 11.1, SET IN THE TOP OF THE NORTHEAST
 AW1112'CONCRETE HEADWALL OF A DOUBLE PIPE CULVERT, 6.8 FEET SOUTHEAST OF THE
 AW1112'NORTHWEST END OF THE HEADWALL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 AW1112'HIGHWAY.
 AW1112
 AW1112                          STATION RECOVERY (1976)
 AW1112
 AW1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1978)
 AW1112
 AW1112'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1978)
 AW1112
 AW1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1983)
 AW1112
 AW1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1987)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1987)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1987)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1987)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1987)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1987)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1987)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1987 (WDM)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1987)
 AW1112
 AW1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCA)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1988)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1989)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1989)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1989)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1989)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1989)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1990)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (1995)
 AW1112
 AW1112'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1112'RECOVERED AS DESCRIBED.
 AW1112
 AW1112                          STATION RECOVERY (2000)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (2001)
 AW1112
 AW1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1112'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1112
 AW1112                          STATION RECOVERY (2003)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1112'RECOVERED IN GOOD CONDITION.
 AW1112
 AW1112                          STATION RECOVERY (2004)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1112'VERY EXACT ON THE GP.
 AW1112
 AW1112                          STATION RECOVERY (2006)
 AW1112
 AW1112'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1112'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0150 ***********************************************************************
 AE0150  DESIGNATION -  A 642
 AE0150  PID         -  AE0150
 AE0150  STATE/COUNTY-  TX/HIDALGO
 AE0150  USGS QUAD   -  LA REFORMA (1993)
 AE0150
 AE0150                         *CURRENT SURVEY CONTROL
 AE0150  ___________________________________________________________________
 AE0150* NAD 83(1986)-  26 42 29.     (N)    098 15 27.     (W)     SCALED    
 AE0150* NAVD 88     -        46.045  (meters)     151.07   (feet)  ADJUSTED  
 AE0150  ___________________________________________________________________
 AE0150  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AE0150  DYNAMIC HT  -          45.970 (meters)     150.82  (feet)  COMP
 AE0150  MODELED GRAV-     979,034.2   (mgal)                       NAVD 88
 AE0150
 AE0150  VERT ORDER  -  SECOND    CLASS 0
 AE0150
 AE0150.The horizontal coordinates were scaled from a topographic map and have
 AE0150.an estimated accuracy of +/- 6 seconds.
 AE0150
 AE0150.The orthometric height was determined by differential leveling
 AE0150.and adjusted by the National Geodetic Survey in June 1991..
 AE0150
 AE0150.The geoid height was determined by GEOID03.
 AE0150
 AE0150.The dynamic height is computed by dividing the NAVD 88
 AE0150.geopotential number by the normal gravity value computed on the
 AE0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0150.degrees latitude (g = 980.6199 gals.).
 AE0150
 AE0150.The modeled gravity was interpolated from observed gravity values.
 AE0150
 AE0150;                    North         East    Units  Estimated Accuracy
 AE0150;SPC TX S     - 5,115,400.      324,130.      MT  (+/- 180 meters Scaled)
 AE0150
 AE0150                          SUPERSEDED SURVEY CONTROL
 AE0150
 AE0150  NGVD 29 (??/??/92)   46.143  (m)          151.39   (f) ADJ UNCH    2 0
 AE0150
 AE0150.Superseded values are not recommended for survey control.
 AE0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0150.See file dsdata.txt to determine how the superseded data were derived.
 AE0150
 AE0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ738543(NAD 83)
 AE0150_MARKER: DB = BENCH MARK DISK
 AE0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0150_STAMPING: A 642 1942
 AE0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0150+STABILITY: SURFACE MOTION
 AE0150
 AE0150  HISTORY     - Date     Condition        Report By
 AE0150  HISTORY     - 1942     MONUMENTED       CGS
 AE0150  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0150  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0150
 AE0150                          STATION DESCRIPTION
 AE0150
 AE0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0150'5.4 MI NE FROM CIPRES.
 AE0150'TO REACH FROM THE POST OFFICE AT CIPRES-- PROCEED 3.0 MILES NORTHERLY
 AE0150'ALONG TRACK ROAD TO SHARP CURVE.  THENCE.  CONTINUE 2.4 MILES EASTERLY
 AE0150'ALONG ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 48.0 FEET NORTH OF
 AE0150'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 25.0 FEET
 AE0150'SOUTH OF A MESQUITE TREE, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AE0150'POST AND 1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0150
 AE0150                          STATION RECOVERY (1972)
 AE0150
 AE0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0150'MARK NOT FOUND.
 AE0150
 AE0150                          STATION RECOVERY (1992)
 AE0150
 AE0150'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0972 ***********************************************************************
 AE0972  DESIGNATION -  A 643
 AE0972  PID         -  AE0972
 AE0972  STATE/COUNTY-  TX/STARR
 AE0972  USGS QUAD   -  RINCON (1993)
 AE0972
 AE0972                         *CURRENT SURVEY CONTROL
 AE0972  ___________________________________________________________________
 AE0972* NAD 83(1986)-  26 36 00.     (N)    098 35 17.     (W)     SCALED    
 AE0972* NAVD 88     -       143.960  (meters)     472.31   (feet)  ADJUSTED  
 AE0972  ___________________________________________________________________
 AE0972  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AE0972  DYNAMIC HT  -         143.723 (meters)     471.53  (feet)  COMP
 AE0972  MODELED GRAV-     978,998.0   (mgal)                       NAVD 88
 AE0972
 AE0972  VERT ORDER  -  SECOND    CLASS 0
 AE0972
 AE0972.The horizontal coordinates were scaled from a topographic map and have
 AE0972.an estimated accuracy of +/- 6 seconds.
 AE0972
 AE0972.The orthometric height was determined by differential leveling
 AE0972.and adjusted by the National Geodetic Survey in June 1991..
 AE0972
 AE0972.The geoid height was determined by GEOID03.
 AE0972
 AE0972.The dynamic height is computed by dividing the NAVD 88
 AE0972.geopotential number by the normal gravity value computed on the
 AE0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0972.degrees latitude (g = 980.6199 gals.).
 AE0972
 AE0972.The modeled gravity was interpolated from observed gravity values.
 AE0972
 AE0972;                    North         East    Units  Estimated Accuracy
 AE0972;SPC TX S     - 5,103,410.      291,230.      MT  (+/- 180 meters Scaled)
 AE0972
 AE0972                          SUPERSEDED SURVEY CONTROL
 AE0972
 AE0972  NGVD 29 (??/??/92)  144.010  (m)          472.47   (f) ADJ UNCH    2 0
 AE0972
 AE0972.Superseded values are not recommended for survey control.
 AE0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0972.See file dsdata.txt to determine how the superseded data were derived.
 AE0972
 AE0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ410421(NAD 83)
 AE0972_MARKER: DB = BENCH MARK DISK
 AE0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0972_STAMPING: A 643 1942
 AE0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0972+STABILITY: SURFACE MOTION
 AE0972
 AE0972  HISTORY     - Date     Condition        Report By
 AE0972  HISTORY     - 1942     MONUMENTED       CGS
 AE0972
 AE0972                          STATION DESCRIPTION
 AE0972
 AE0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0972'13.2 MI W FROM DELMITA.
 AE0972'TO REACH FROM THE POST OFFICE AT DELMITA-- PROCEED 1.3 MILES WESTERLY
 AE0972'ALONG DIRT ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO 1.5 MILES
 AE0972'SOUTHERLY ALONG ROAD TO SHARP CURVE.  THENCE, GO 10.4 MILES WESTERLY
 AE0972'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 300.0
 AE0972'FEET SOUTHEAST OF AN OIL DERRICK, 75.0 FEET EAST OF FENCE CORNER, 36.0
 AE0972'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0972'ROAD AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AE0972'PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0973 ***********************************************************************
 AE0973  DESIGNATION -  A 643 RESET 1957
 AE0973  PID         -  AE0973
 AE0973  STATE/COUNTY-  TX/STARR
 AE0973  USGS QUAD   -  RINCON (1993)
 AE0973
 AE0973                         *CURRENT SURVEY CONTROL
 AE0973  ___________________________________________________________________
 AE0973* NAD 83(1986)-  26 36 00.     (N)    098 35 18.     (W)     SCALED    
 AE0973* NAVD 88     -       144.08   (meters)     472.7    (feet)  RESET     
 AE0973  ___________________________________________________________________
 AE0973  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AE0973
 AE0973  VERT ORDER  -  THIRD
 AE0973
 AE0973.The horizontal coordinates were scaled from a topographic map and have
 AE0973.an estimated accuracy of +/- 6 seconds.
 AE0973
 AE0973.The orthometric height was computed from unverified reset data.
 AE0973
 AE0973.The geoid height was determined by GEOID03.
 AE0973
 AE0973;                    North         East    Units  Estimated Accuracy
 AE0973;SPC TX S     - 5,103,410.      291,200.      MT  (+/- 180 meters Scaled)
 AE0973
 AE0973                          SUPERSEDED SURVEY CONTROL
 AE0973
 AE0973.No superseded survey control is available for this station.
 AE0973
 AE0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ409421(NAD 83)
 AE0973_MARKER: DB = BENCH MARK DISK
 AE0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0973_STAMPING: A 643 RESET 1957
 AE0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0973+STABILITY: SURFACE MOTION
 AE0973
 AE0973  HISTORY     - Date     Condition        Report By
 AE0973  HISTORY     - 1957     MONUMENTED       TXHD
 AE0973  HISTORY     - 1959     GOOD             NGS
 AE0973
 AE0973                          STATION DESCRIPTION
 AE0973
 AE0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AE0973'22.1 MI NE FROM RIO GRANDE CITY.
 AE0973'ABOUT 19.5 MILES NORTHEAST ALONG STATE HIGHWAY NO. 755 FROM RIO GRANDE
 AE0973'CITY, THEN THE RIGHT FORK NORTHEAST, F.M. ROAD NO. 2294, 02.6 MILES TO
 AE0973'THE MARK ON THE LEFT.  IT IS 13 YARDS NORTHWEST OF THE CENTER LINE OF
 AE0973'THE HIGHWAY, 34 YARDS NORTHEAST OF THE CENTERLINE OF A CATTLE GUARD,
 AE0973'10 YARDS NORTHEAST OF A POWER POLE AND 25 YARDS NORTHEAST OF A FENCE
 AE0973'CORNER AND A FENCE LEADING NORTH, IN THE NORTHWEST RIGHT-OF-WAY FENCE
 AE0973'LINE.  A STANDARD DISK STAMPED A 643 RESET 1957 IN A CONCRETE FILLED
 AE0973'METAL PIPE, 6 INCHES IN DIAMETER AND PROJECTING 6 INCHES. NOTE-- IT IS
 AE0973'41 FEET LEFT OF HIGHWAY SURVEY STATION 148 + 58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0709 ***********************************************************************
 AE0709  DESIGNATION -  A 644
 AE0709  PID         -  AE0709
 AE0709  STATE/COUNTY-  TX/STARR
 AE0709  USGS QUAD   -  CAMP GARCIA (1980)
 AE0709
 AE0709                         *CURRENT SURVEY CONTROL
 AE0709  ___________________________________________________________________
 AE0709* NAD 83(1986)-  26 29 10.     (N)    098 32 45.     (W)     SCALED    
 AE0709* NAVD 88     -       117.199  (meters)     384.51   (feet)  ADJUSTED  
 AE0709  ___________________________________________________________________
 AE0709  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AE0709  DYNAMIC HT  -         117.006 (meters)     383.88  (feet)  COMP
 AE0709  MODELED GRAV-     978,998.5   (mgal)                       NAVD 88
 AE0709
 AE0709  VERT ORDER  -  SECOND    CLASS 0
 AE0709
 AE0709.The horizontal coordinates were scaled from a topographic map and have
 AE0709.an estimated accuracy of +/- 6 seconds.
 AE0709
 AE0709.The orthometric height was determined by differential leveling
 AE0709.and adjusted by the National Geodetic Survey in June 1991..
 AE0709
 AE0709.The geoid height was determined by GEOID03.
 AE0709
 AE0709.The dynamic height is computed by dividing the NAVD 88
 AE0709.geopotential number by the normal gravity value computed on the
 AE0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0709.degrees latitude (g = 980.6199 gals.).
 AE0709
 AE0709.The modeled gravity was interpolated from observed gravity values.
 AE0709
 AE0709;                    North         East    Units  Estimated Accuracy
 AE0709;SPC TX S     - 5,090,790.      295,430.      MT  (+/- 180 meters Scaled)
 AE0709
 AE0709                          SUPERSEDED SURVEY CONTROL
 AE0709
 AE0709  NGVD 29 (??/??/92)  117.267  (m)          384.73   (f) ADJ UNCH    2 0
 AE0709
 AE0709.Superseded values are not recommended for survey control.
 AE0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0709.See file dsdata.txt to determine how the superseded data were derived.
 AE0709
 AE0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ452295(NAD 83)
 AE0709_MARKER: DB = BENCH MARK DISK
 AE0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0709_STAMPING: A 644 1942
 AE0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0709+STABILITY: SURFACE MOTION
 AE0709
 AE0709  HISTORY     - Date     Condition        Report By
 AE0709  HISTORY     - 1942     MONUMENTED       CGS
 AE0709  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0709
 AE0709                          STATION DESCRIPTION
 AE0709
 AE0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0709'15.3 MI N FROM SULLIVAN CITY.
 AE0709'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.3 MILES
 AE0709'WESTERLY ALONG U.S. HIGHWAY NO. 83 TO INTERSECTION OF ROAD LEADING
 AE0709'NORTH.  THENCE, GO 14.0 MILES NORTHERLY ALONG DIRT ROAD TO THE SITE OF
 AE0709'THE BENCH MARK.  BENCH MARK IS 36.0 FEET EAST OF AND ABOUT THE SAME
 AE0709'ELEVATION AS THE CENTERLINE OF THE ROAD, 25.0 FEET NORTH OF THE
 AE0709'CENTERLINE OF TRACK ROAD LEADING EAST INTO PASTURE AND 3.0 FEET NORTH
 AE0709'OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
 AE0709
 AE0709                          STATION RECOVERY (1965)
 AE0709
 AE0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0008 ***********************************************************************
 AE0008  DESIGNATION -  A 645
 AE0008  PID         -  AE0008
 AE0008  STATE/COUNTY-  TX/HIDALGO
 AE0008  USGS QUAD   -  BENTSEN RANCH (1972)
 AE0008
 AE0008                         *CURRENT SURVEY CONTROL
 AE0008  ___________________________________________________________________
 AE0008* NAD 83(1986)-  26 33 17.     (N)    098 25 07.     (W)     SCALED    
 AE0008* NAVD 88     -       101.493  (meters)     332.98   (feet)  ADJUSTED  
 AE0008  ___________________________________________________________________
 AE0008  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AE0008  DYNAMIC HT  -         101.327 (meters)     332.44  (feet)  COMP
 AE0008  MODELED GRAV-     979,013.2   (mgal)                       NAVD 88
 AE0008
 AE0008  VERT ORDER  -  SECOND    CLASS 0
 AE0008
 AE0008.The horizontal coordinates were scaled from a topographic map and have
 AE0008.an estimated accuracy of +/- 6 seconds.
 AE0008
 AE0008.The orthometric height was determined by differential leveling
 AE0008.and adjusted by the National Geodetic Survey in June 1991..
 AE0008
 AE0008.The geoid height was determined by GEOID03.
 AE0008
 AE0008.The dynamic height is computed by dividing the NAVD 88
 AE0008.geopotential number by the normal gravity value computed on the
 AE0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0008.degrees latitude (g = 980.6199 gals.).
 AE0008
 AE0008.The modeled gravity was interpolated from observed gravity values.
 AE0008
 AE0008;                    North         East    Units  Estimated Accuracy
 AE0008;SPC TX S     - 5,098,390.      308,110.      MT  (+/- 180 meters Scaled)
 AE0008
 AE0008                          SUPERSEDED SURVEY CONTROL
 AE0008
 AE0008  NGVD 29 (??/??/92)  101.570  (m)          333.23   (f) ADJ UNCH    2 0
 AE0008
 AE0008.Superseded values are not recommended for survey control.
 AE0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0008.See file dsdata.txt to determine how the superseded data were derived.
 AE0008
 AE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ579372(NAD 83)
 AE0008_MARKER: DB = BENCH MARK DISK
 AE0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0008_STAMPING: A 645 1942
 AE0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0008+STABILITY: SURFACE MOTION
 AE0008
 AE0008  HISTORY     - Date     Condition        Report By
 AE0008  HISTORY     - UNK      MONUMENTED       CGS
 AE0008  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0008
 AE0008                          STATION DESCRIPTION
 AE0008
 AE0008'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AE0008'7.2 MI NW FROM MCCOOK.
 AE0008'4.7 MILES NORTH ALONG A DIRT ROAD FROM THE SCHOOL HOUSE AT MCCOOK,
 AE0008'HIDALGO COUNTY, THENCE 2.5 MILES WEST ALONG A ROAD.  0.1 MILE WEST OF
 AE0008'A SMALL FARMHOUSE, 19 FEET NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET
 AE0008'EAST OF A TELEPHONE POLE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 AE0008'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED A 645 1942 AND SET
 AE0008'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0589 ***********************************************************************
 AE0589  DESIGNATION -  A 646
 AE0589  PID         -  AE0589
 AE0589  STATE/COUNTY-  TX/HIDALGO
 AE0589  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0589
 AE0589                         *CURRENT SURVEY CONTROL
 AE0589  ___________________________________________________________________
 AE0589* NAD 83(1986)-  26 28 12.     (N)    098 15 40.     (W)     SCALED    
 AE0589* NAVD 88     -        50.237  (meters)     164.82   (feet)  ADJUSTED  
 AE0589  ___________________________________________________________________
 AE0589  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AE0589  DYNAMIC HT  -          50.155 (meters)     164.55  (feet)  COMP
 AE0589  MODELED GRAV-     979,019.3   (mgal)                       NAVD 88
 AE0589
 AE0589  VERT ORDER  -  SECOND    CLASS 0
 AE0589
 AE0589.The horizontal coordinates were scaled from a topographic map and have
 AE0589.an estimated accuracy of +/- 6 seconds.
 AE0589
 AE0589.The orthometric height was determined by differential leveling
 AE0589.and adjusted by the National Geodetic Survey in June 1991..
 AE0589
 AE0589.The geoid height was determined by GEOID03.
 AE0589
 AE0589.The dynamic height is computed by dividing the NAVD 88
 AE0589.geopotential number by the normal gravity value computed on the
 AE0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0589.degrees latitude (g = 980.6199 gals.).
 AE0589
 AE0589.The modeled gravity was interpolated from observed gravity values.
 AE0589
 AE0589;                    North         East    Units  Estimated Accuracy
 AE0589;SPC TX S     - 5,089,030.      323,820.      MT  (+/- 180 meters Scaled)
 AE0589
 AE0589                          SUPERSEDED SURVEY CONTROL
 AE0589
 AE0589  NGVD 29 (??/??/92)   50.334  (m)          165.14   (f) ADJ UNCH    2 0
 AE0589
 AE0589.Superseded values are not recommended for survey control.
 AE0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0589.See file dsdata.txt to determine how the superseded data were derived.
 AE0589
 AE0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ736279(NAD 83)
 AE0589_MARKER: DB = BENCH MARK DISK
 AE0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0589_STAMPING: A 646 1942
 AE0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0589+STABILITY: SURFACE MOTION
 AE0589
 AE0589  HISTORY     - Date     Condition        Report By
 AE0589  HISTORY     - 1942     MONUMENTED       CGS
 AE0589  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0589  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0589
 AE0589                          STATION DESCRIPTION
 AE0589
 AE0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0589'18.6 MI NW FROM EDINBURG.
 AE0589'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 10.5 MILES
 AE0589'NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AE0589'WEST.  THENCE, GO 8.1 MILES WESTERLY ALONG DIRT ROAD TO THE SITE OF
 AE0589'THE BENCH MARK.  BENCH MARK IS 4.0 FEET EAST OF FENCE CORNER AND
 AE0589'WOODEN GATE AT LANE LEADING INTO FIELD ON THE NORTH SIDE OF THE ROAD,
 AE0589'35.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0589'THE ROAD.  IT IS 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND
 AE0589'1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0589
 AE0589                          STATION RECOVERY (1962)
 AE0589
 AE0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0589'MARK NOT FOUND.
 AE0589
 AE0589                          STATION RECOVERY (1992)
 AE0589
 AE0589'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1449 ***********************************************************************
 AW1449  DESIGNATION -  A 647
 AW1449  PID         -  AW1449
 AW1449  STATE/COUNTY-  TX/CHAMBERS
 AW1449  USGS QUAD   -  OAK ISLAND (1994)
 AW1449
 AW1449                         *CURRENT SURVEY CONTROL
 AW1449  ___________________________________________________________________
 AW1449* NAD 83(1986)-  29 40 37.     (N)    094 38 59.     (W)     SCALED    
 AW1449* NAVD 88     -         3.55   (+/-2cm)      11.6    (feet)  VERTCON   
 AW1449  ___________________________________________________________________
 AW1449  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1449  OBS GRAVITY -     979,283.4   (mgal)                       GRAV_OBS
 AW1449
 AW1449  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1449
 AW1449.The horizontal coordinates were scaled from a topographic map and have
 AW1449.an estimated accuracy of +/- 6 seconds.
 AW1449
 AW1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1449.The vertical order pertains to the NGVD 29 superseded value.
 AW1449
 AW1449.The geoid height was determined by GEOID03.
 AW1449.The observed gravity was obtained from relative gravimeter ties
 AW1449.to the IGSN71 gravity network.
 AW1449
 AW1449;                    North         East    Units  Estimated Accuracy
 AW1449;SPC TXSC     - 4,212,150.    1,020,950.      MT  (+/- 180 meters Scaled)
 AW1449
 AW1449                          SUPERSEDED SURVEY CONTROL
 AW1449
 AW1449  NGVD 29 (??/??/92)    3.549  (m)           11.64   (f) ADJ UNCH    1 2
 AW1449
 AW1449.Superseded values are not recommended for survey control.
 AW1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1449.See file dsdata.txt to determine how the superseded data were derived.
 AW1449
 AW1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN403841(NAD 83)
 AW1449_MARKER: DB = BENCH MARK DISK
 AW1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1449_STAMPING: A 647 1942
 AW1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1449+STABILITY: SURFACE MOTION
 AW1449
 AW1449  HISTORY     - Date     Condition        Report By
 AW1449  HISTORY     - 1942     MONUMENTED       CGS
 AW1449  HISTORY     - 1973     GOOD             NGS
 AW1449  HISTORY     - 1978     GOOD             NGS
 AW1449  HISTORY     - 19890404 MARK NOT FOUND   USPSQD
 AW1449
 AW1449                          STATION DESCRIPTION
 AW1449
 AW1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1449'8.3 MI SE FROM ANAHUAC.
 AW1449'ABOUT 6.8 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION OF STATE
 AW1449'HIGHWAY 61 AT ANAHUAC, THENCE 1.5 MILES EAST ALONG A PAVED ROAD, ABOUT
 AW1449'0.7 MILE SOUTHWEST OF THE OLD DOUBLE BAYOU SCHOOL, 41 FEET SOUTHEAST
 AW1449'OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHWEST OF A LINE FROM A ROW
 AW1449'OF POWER POLES, 1 FOOT NORTHWEST OF A FENCE, 1 FOOT SOUTHWEST OF A
 AW1449'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 AW1449'CONCRETE POST PROJECTING 12 INCHES ABOVE THE LEVEL OF THE GROUND.
 AW1449
 AW1449                          STATION RECOVERY (1978)
 AW1449
 AW1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1449'RECOVERED IN GOOD CONDITION.
 AW1449
 AW1449                          STATION RECOVERY (1989)
 AW1449
 AW1449'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 AW1449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3139 ***********************************************************************
 AW3139  DESIGNATION -  A 649
 AW3139  PID         -  AW3139
 AW3139  STATE/COUNTY-  TX/CHAMBERS
 AW3139  USGS QUAD   -  ANAHUAC (1993)
 AW3139
 AW3139                         *CURRENT SURVEY CONTROL
 AW3139  ___________________________________________________________________
 AW3139* NAD 83(1986)-  29 50 17.     (N)    094 38 53.     (W)     SCALED    
 AW3139* NAVD 88     -         8.71   (+/-2cm)      28.6    (feet)  VERTCON   
 AW3139  ___________________________________________________________________
 AW3139  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW3139
 AW3139  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3139
 AW3139.The horizontal coordinates were scaled from a topographic map and have
 AW3139.an estimated accuracy of +/- 6 seconds.
 AW3139
 AW3139.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3139.The vertical order pertains to the NGVD 29 superseded value.
 AW3139
 AW3139.The geoid height was determined by GEOID03.
 AW3139
 AW3139;                    North         East    Units  Estimated Accuracy
 AW3139;SPC TXSC     - 4,230,000.    1,020,450.      MT  (+/- 180 meters Scaled)
 AW3139
 AW3139                          SUPERSEDED SURVEY CONTROL
 AW3139
 AW3139  NGVD 29 (??/??/92)    8.713  (m)           28.59   (f) ADJ UNCH    1 2
 AW3139
 AW3139.Superseded values are not recommended for survey control.
 AW3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3139.See file dsdata.txt to determine how the superseded data were derived.
 AW3139
 AW3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP407019(NAD 83)
 AW3139_MARKER: DB = BENCH MARK DISK
 AW3139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3139_SP_SET: CULVERT
 AW3139_STAMPING: A 649 1942
 AW3139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3139+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3139
 AW3139  HISTORY     - Date     Condition        Report By
 AW3139  HISTORY     - 1942     MONUMENTED       CGS
 AW3139  HISTORY     - 1953     GOOD             NGS
 AW3139  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3139  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW3139  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3139  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3139  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AW3139  HISTORY     - 20060121 GOOD             USPSQD
 AW3139
 AW3139                          STATION DESCRIPTION
 AW3139
 AW3139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW3139'2.4 MI SW FROM HANKAMER.
 AW3139'2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE SCHOOLHOUSE AT
 AW3139'HANKAMER, ON THE OUTSIDE OF A LONG CURVE IN THE HIGHWAY, 23.5 FEET
 AW3139'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH
 AW3139'END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 AW3139
 AW3139                          STATION RECOVERY (1973)
 AW3139
 AW3139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3139'MARK NOT FOUND.
 AW3139
 AW3139                          STATION RECOVERY (1997)
 AW3139
 AW3139'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3139'MARK NOT FOUND.
 AW3139
 AW3139                          STATION RECOVERY (2001)
 AW3139
 AW3139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3139'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3139
 AW3139                          STATION RECOVERY (2004)
 AW3139
 AW3139'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3139'MARK NOT FOUND.
 AW3139
 AW3139                          STATION RECOVERY (2004)
 AW3139
 AW3139'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AW3139'MARK NOT FOUND.
 AW3139
 AW3139                          STATION RECOVERY (2006)
 AW3139
 AW3139'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3139'FOUND AS DESCRIBED. MARK WAS UNDER A VERY LARGE OLD ANT BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0698 ***********************************************************************
 BZ0698  DESIGNATION -  A 65
 BZ0698  PID         -  BZ0698
 BZ0698  STATE/COUNTY-  TX/HILL
 BZ0698  USGS QUAD   -  ABBOTT (1979)
 BZ0698
 BZ0698                         *CURRENT SURVEY CONTROL
 BZ0698  ___________________________________________________________________
 BZ0698* NAD 83(1986)-  31 54 50.     (N)    097 04 46.     (W)     SCALED    
 BZ0698* NAVD 88     -       198.220  (meters)     650.33   (feet)  POSTED    
 BZ0698  ___________________________________________________________________
 BZ0698  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BZ0698  DYNAMIC HT  -         197.980 (meters)     649.54  (feet)  COMP
 BZ0698  MODELED GRAV-     979,401.4   (mgal)                       NAVD 88
 BZ0698
 BZ0698  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BZ0698
 BZ0698.The horizontal coordinates were scaled from a topographic map and have
 BZ0698.an estimated accuracy of +/- 6 seconds.
 BZ0698
 BZ0698.The orthometric height was determined by differential leveling
 BZ0698.and adjusted by the National Geodetic Survey in 1992..
 BZ0698.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BZ0698.rate of 0.0 thru 1.0 mm/km.
 BZ0698
 BZ0698.The geoid height was determined by GEOID03.
 BZ0698
 BZ0698.The dynamic height is computed by dividing the NAVD 88
 BZ0698.geopotential number by the normal gravity value computed on the
 BZ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0698.degrees latitude (g = 980.6199 gals.).
 BZ0698
 BZ0698.The modeled gravity was interpolated from observed gravity values.
 BZ0698
 BZ0698;                    North         East    Units  Estimated Accuracy
 BZ0698;SPC TXNC     - 2,028,320.      734,360.      MT  (+/- 180 meters Scaled)
 BZ0698
 BZ0698                          SUPERSEDED SURVEY CONTROL
 BZ0698
 BZ0698  NGVD 29 (??/??/92)  198.181  (m)          650.20   (f) ADJ UNCH    1 2
 BZ0698
 BZ0698.Superseded values are not recommended for survey control.
 BZ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0698.See file dsdata.txt to determine how the superseded data were derived.
 BZ0698
 BZ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA815325(NAD 83)
 BZ0698_MARKER: DB = BENCH MARK DISK
 BZ0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0698_SP_SET: CULVERT
 BZ0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0698
 BZ0698  HISTORY     - Date     Condition        Report By
 BZ0698  HISTORY     - UNK      MONUMENTED       CGS
 BZ0698  HISTORY     - 1934     GOOD             NGS
 BZ0698  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0698
 BZ0698                          STATION DESCRIPTION
 BZ0698
 BZ0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BZ0698'2.0 MI N FROM ABBOTT.
 BZ0698'2.0 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 BZ0698'THE STATION AT ABBOTT, HILL COUNTY, AT A CONCRETE CULVERT UNDER THE
 BZ0698'TRACK, ON THE TOP OF THE WEST HEADWALL.
 BZ0698
 BZ0698                          STATION RECOVERY (1995)
 BZ0698
 BZ0698'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2825 ***********************************************************************
 AW2825  DESIGNATION -  A 650
 AW2825  PID         -  AW2825
 AW2825  STATE/COUNTY-  TX/CHAMBERS
 AW2825  USGS QUAD   -  ANAHUAC (1993)
 AW2825
 AW2825                         *CURRENT SURVEY CONTROL
 AW2825  ___________________________________________________________________
 AW2825* NAD 83(1986)-  29 49 38.     (N)    094 40 05.     (W)     SCALED    
 AW2825* NAVD 88     -         8.07   (+/-2cm)      26.5    (feet)  VERTCON   
 AW2825  ___________________________________________________________________
 AW2825  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW2825
 AW2825  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2825
 AW2825.The horizontal coordinates were scaled from a topographic map and have
 AW2825.an estimated accuracy of +/- 6 seconds.
 AW2825
 AW2825.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2825.The vertical order pertains to the NGVD 29 superseded value.
 AW2825
 AW2825.The geoid height was determined by GEOID03.
 AW2825
 AW2825;                    North         East    Units  Estimated Accuracy
 AW2825;SPC TXSC     - 4,228,730.    1,018,560.      MT  (+/- 180 meters Scaled)
 AW2825
 AW2825                          SUPERSEDED SURVEY CONTROL
 AW2825
 AW2825  NGVD 29 (??/??/92)    8.068  (m)           26.47   (f) ADJ UNCH    1 2
 AW2825
 AW2825.Superseded values are not recommended for survey control.
 AW2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2825.See file dsdata.txt to determine how the superseded data were derived.
 AW2825
 AW2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP388008(NAD 83)
 AW2825_MARKER: DB = BENCH MARK DISK
 AW2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2825_STAMPING: A 650 1942
 AW2825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2825+STABILITY: SURFACE MOTION
 AW2825
 AW2825  HISTORY     - Date     Condition        Report By
 AW2825  HISTORY     - 1942     MONUMENTED       CGS
 AW2825  HISTORY     - 1959     GOOD             NGS
 AW2825  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2825  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW2825  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2825  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AW2825  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW2825
 AW2825                          STATION DESCRIPTION
 AW2825
 AW2825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2825'5.35 MI N FROM ANAHUAC.
 AW2825'0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COURTHOUSE AT
 AW2825'ANAHUAC, 0.85 MILE EAST ALONG STATE HIGHWAY 61, 4.25 MILES NORTH ALONG
 AW2825'FARM ROAD 563, 0.1 MILE SOUTHEAST OF A BRIDGE OVER TURTLE BAYOU, 123
 AW2825'FEET SOUTHEAST OF THE CENTERLINE OF A PRIVATE DRIVEWAY LEADING TO THE
 AW2825'BAR X CLUB, 39 FEET NORTHEAST OF THE CENTERLINE OF THE FARM ROAD, 43
 AW2825'FEET SOUTHEAST OF A 16-INCH PINE TREE, 20.4 FEET EAST OF A TELEPHONE
 AW2825'POLE, 1 FOOT NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AW2825'POST PROJECTING 0.7 FOOT ABOVE GROUND.
 AW2825
 AW2825                          STATION RECOVERY (1973)
 AW2825
 AW2825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2825'MARK NOT FOUND.
 AW2825
 AW2825                          STATION RECOVERY (1997)
 AW2825
 AW2825'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2825'MARK NOT FOUND.
 AW2825
 AW2825                          STATION RECOVERY (2001)
 AW2825
 AW2825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2825'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2825
 AW2825                          STATION RECOVERY (2004)
 AW2825
 AW2825'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2825'MARK NOT FOUND.
 AW2825
 AW2825                          STATION RECOVERY (2005)
 AW2825
 AW2825'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1186 ***********************************************************************
 AY1186  DESIGNATION -  A 651
 AY1186  PID         -  AY1186
 AY1186  STATE/COUNTY-  TX/BANDERA
 AY1186  USGS QUAD   -  SECO PASS (1964)
 AY1186
 AY1186                         *CURRENT SURVEY CONTROL
 AY1186  ___________________________________________________________________
 AY1186* NAD 83(1986)-  29 39 49.     (N)    099 26 15.     (W)     SCALED    
 AY1186* NAVD 88     -       492.533  (meters)    1615.92   (feet)  ADJUSTED  
 AY1186  ___________________________________________________________________
 AY1186  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AY1186  DYNAMIC HT  -         491.804 (meters)    1613.53  (feet)  COMP
 AY1186  MODELED GRAV-     979,146.8   (mgal)                       NAVD 88
 AY1186
 AY1186  VERT ORDER  -  SECOND    CLASS 0
 AY1186
 AY1186.The horizontal coordinates were scaled from a topographic map and have
 AY1186.an estimated accuracy of +/- 6 seconds.
 AY1186
 AY1186.The orthometric height was determined by differential leveling
 AY1186.and adjusted by the National Geodetic Survey in June 1991..
 AY1186
 AY1186.The geoid height was determined by GEOID03.
 AY1186
 AY1186.The dynamic height is computed by dividing the NAVD 88
 AY1186.geopotential number by the normal gravity value computed on the
 AY1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1186.degrees latitude (g = 980.6199 gals.).
 AY1186
 AY1186.The modeled gravity was interpolated from observed gravity values.
 AY1186
 AY1186;                    North         East    Units  Estimated Accuracy
 AY1186;SPC TXSC     - 4,202,920.      557,650.      MT  (+/- 180 meters Scaled)
 AY1186
 AY1186                          SUPERSEDED SURVEY CONTROL
 AY1186
 AY1186  NGVD 29 (??/??/92)  492.408  (m)         1615.51   (f) ADJ UNCH    2 0
 AY1186
 AY1186.Superseded values are not recommended for survey control.
 AY1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1186.See file dsdata.txt to determine how the superseded data were derived.
 AY1186
 AY1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT576815(NAD 83)
 AY1186_MARKER: DB = BENCH MARK DISK
 AY1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1186_STAMPING: A 651 1953
 AY1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1186+STABILITY: SURFACE MOTION
 AY1186
 AY1186  HISTORY     - Date     Condition        Report By
 AY1186  HISTORY     - 1953     MONUMENTED       CGS
 AY1186  HISTORY     - 1963     GOOD             USGS
 AY1186  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 AY1186
 AY1186                          STATION DESCRIPTION
 AY1186
 AY1186'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AY1186'11.7 MI SW FROM TARPLEY.
 AY1186'11.7 MILE SOUTHWEST ALONG FARM ROAD 470 FROM POST OFFICE AT TRAPLEY AT
 AY1186'THE FOOT OF A HILL, 55 FEET NORTH OF CENTERLINE OF HIGHWAY IN A SMALL
 AY1186'CLEARING.  1.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AY1186'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AY1186
 AY1186                          STATION RECOVERY (1993)
 AY1186
 AY1186'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1144 ***********************************************************************
 AB1144  DESIGNATION -  A 652
 AB1144  PID         -  AB1144
 AB1144  STATE/COUNTY-  TX/KENEDY
 AB1144  USGS QUAD   -  ANDREA RANCH (1982)
 AB1144
 AB1144                         *CURRENT SURVEY CONTROL
 AB1144  ___________________________________________________________________
 AB1144* NAD 83(1986)-  26 38 16.     (N)    097 55 46.     (W)     SCALED    
 AB1144* NAVD 88     -        11.724  (meters)      38.46   (feet)  ADJUSTED  
 AB1144  ___________________________________________________________________
 AB1144  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AB1144  DYNAMIC HT  -          11.705 (meters)      38.40  (feet)  COMP
 AB1144  MODELED GRAV-     979,050.2   (mgal)                       NAVD 88
 AB1144
 AB1144  VERT ORDER  -  SECOND    CLASS 0
 AB1144
 AB1144.The horizontal coordinates were scaled from a topographic map and have
 AB1144.an estimated accuracy of +/- 6 seconds.
 AB1144
 AB1144.The orthometric height was determined by differential leveling
 AB1144.and adjusted by the National Geodetic Survey in June 1991..
 AB1144
 AB1144.The geoid height was determined by GEOID03.
 AB1144
 AB1144.The dynamic height is computed by dividing the NAVD 88
 AB1144.geopotential number by the normal gravity value computed on the
 AB1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1144.degrees latitude (g = 980.6199 gals.).
 AB1144
 AB1144.The modeled gravity was interpolated from observed gravity values.
 AB1144
 AB1144;                    North         East    Units  Estimated Accuracy
 AB1144;SPC TX S     - 5,107,720.      356,810.      MT  (+/- 180 meters Scaled)
 AB1144
 AB1144                          SUPERSEDED SURVEY CONTROL
 AB1144
 AB1144  NGVD 29 (??/??/92)   11.815  (m)           38.76   (f) ADJ UNCH    2 0
 AB1144
 AB1144.Superseded values are not recommended for survey control.
 AB1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1144.See file dsdata.txt to determine how the superseded data were derived.
 AB1144
 AB1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ065467(NAD 83)
 AB1144_MARKER: DB = BENCH MARK DISK
 AB1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1144_STAMPING: A 652 1942
 AB1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1144+STABILITY: SURFACE MOTION
 AB1144
 AB1144  HISTORY     - Date     Condition        Report By
 AB1144  HISTORY     - 1942     MONUMENTED       CGS
 AB1144
 AB1144                          STATION DESCRIPTION
 AB1144
 AB1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1144'17.3 MI NW FROM RAYMONDVILLE.
 AB1144'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1144'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1144'NORTHERLY 2.5 MILES, THENCE WESTERLY 1. MILE, THENCE NORTHERLY 0.6
 AB1144'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 10. MILES ALONG
 AB1144'RANCH ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.3
 AB1144'MILE NORTHWEST OF WOVEN WIRE CATTLE CORRAL ALONG ROAD LEADING TO SANTA
 AB1144'FE SCHOOL FROM LA TORDILLA RANCH AND 20. FEET SOUTH WEST OF AND ABOUT
 AB1144'THE SAME ELEVATION AS RANCH ROAD.  IT IS 18. FEET EAST OF A MESQUITE
 AB1144'TREE AND 3. FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AB1144'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1174 ***********************************************************************
 AB1174  DESIGNATION -  A 654
 AB1174  PID         -  AB1174
 AB1174  STATE/COUNTY-  TX/WILLACY
 AB1174  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1174
 AB1174                         *CURRENT SURVEY CONTROL
 AB1174  ___________________________________________________________________
 AB1174* NAD 83(1986)-  26 31 20.     (N)    097 57 01.     (W)     SCALED    
 AB1174* NAVD 88     -        12.177  (meters)      39.95   (feet)  ADJUSTED  
 AB1174  ___________________________________________________________________
 AB1174  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AB1174  DYNAMIC HT  -          12.158 (meters)      39.89  (feet)  COMP
 AB1174  MODELED GRAV-     979,042.9   (mgal)                       NAVD 88
 AB1174
 AB1174  VERT ORDER  -  SECOND    CLASS 0
 AB1174
 AB1174.The horizontal coordinates were scaled from a topographic map and have
 AB1174.an estimated accuracy of +/- 6 seconds.
 AB1174
 AB1174.The orthometric height was determined by differential leveling
 AB1174.and adjusted by the National Geodetic Survey in June 1991..
 AB1174
 AB1174.The geoid height was determined by GEOID03.
 AB1174
 AB1174.The dynamic height is computed by dividing the NAVD 88
 AB1174.geopotential number by the normal gravity value computed on the
 AB1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1174.degrees latitude (g = 980.6199 gals.).
 AB1174
 AB1174.The modeled gravity was interpolated from observed gravity values.
 AB1174
 AB1174;                    North         East    Units  Estimated Accuracy
 AB1174;SPC TX S     - 5,094,910.      354,790.      MT  (+/- 180 meters Scaled)
 AB1174
 AB1174                          SUPERSEDED SURVEY CONTROL
 AB1174
 AB1174  NGVD 29 (??/??/92)   12.269  (m)           40.25   (f) ADJ UNCH    2 0
 AB1174
 AB1174.Superseded values are not recommended for survey control.
 AB1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1174.See file dsdata.txt to determine how the superseded data were derived.
 AB1174
 AB1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ045339(NAD 83)
 AB1174_MARKER: DB = BENCH MARK DISK
 AB1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1174_STAMPING: A 654 1942
 AB1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1174+STABILITY: SURFACE MOTION
 AB1174
 AB1174  HISTORY     - Date     Condition        Report By
 AB1174  HISTORY     - 1942     MONUMENTED       CGS
 AB1174  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB1174
 AB1174                          STATION DESCRIPTION
 AB1174
 AB1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1174'13.0 MI NW FROM RAYMONDVILLE.
 AB1174'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE--
 AB1174'PROCEED 10.5 MILES WESTERLY ALONG STATE HIGHWAY NO. 186, THENCE GO 2.5
 AB1174'MILES NORTH ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AB1174'IS ABOUT 0.5 MILE SOUTH OF WHERE DIRT ROAD TURNS WEST, 23.0 FEET WEST
 AB1174'OF AND 1.0 FOOT ABOVE CENTERLINE OF ROAD, 3.5 FEET WEST OF ROAD FENCE,
 AB1174'AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AB1174'PROJECTS 0.6 FOOT.
 AB1174
 AB1174                          STATION RECOVERY (1954)
 AB1174
 AB1174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0403 ***********************************************************************
 AB0403  DESIGNATION -  A 655
 AB0403  PID         -  AB0403
 AB0403  STATE/COUNTY-  TX/WILLACY
 AB0403  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0403
 AB0403                         *CURRENT SURVEY CONTROL
 AB0403  ___________________________________________________________________
 AB0403* NAD 83(1986)-  26 23 37.     (N)    097 47 27.     (W)     SCALED    
 AB0403* NAVD 88     -        11.020  (meters)      36.15   (feet)  ADJUSTED  
 AB0403  ___________________________________________________________________
 AB0403  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AB0403  DYNAMIC HT  -          11.003 (meters)      36.10  (feet)  COMP
 AB0403  MODELED GRAV-     979,042.1   (mgal)                       NAVD 88
 AB0403
 AB0403  VERT ORDER  -  FIRST     CLASS II
 AB0403
 AB0403.The horizontal coordinates were scaled from a topographic map and have
 AB0403.an estimated accuracy of +/- 6 seconds.
 AB0403
 AB0403.The orthometric height was determined by differential leveling
 AB0403.and adjusted by the National Geodetic Survey in June 1991..
 AB0403.WARNING-Repeat measurements at this control monument indicate possible
 AB0403.vertical movement.
 AB0403
 AB0403.The geoid height was determined by GEOID03.
 AB0403
 AB0403.The dynamic height is computed by dividing the NAVD 88
 AB0403.geopotential number by the normal gravity value computed on the
 AB0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0403.degrees latitude (g = 980.6199 gals.).
 AB0403
 AB0403.The modeled gravity was interpolated from observed gravity values.
 AB0403
 AB0403;                    North         East    Units  Estimated Accuracy
 AB0403;SPC TX S     - 5,080,740.      370,760.      MT  (+/- 180 meters Scaled)
 AB0403
 AB0403                          SUPERSEDED SURVEY CONTROL
 AB0403
 AB0403  NGVD 29 (??/??/92)   11.097  (m)           36.41   (f) ADJ UNCH    1 2
 AB0403
 AB0403.Superseded values are not recommended for survey control.
 AB0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0403.See file dsdata.txt to determine how the superseded data were derived.
 AB0403
 AB0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ206198(NAD 83)
 AB0403_MARKER: DB = BENCH MARK DISK
 AB0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0403_STAMPING: A 655 1942
 AB0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0403+STABILITY: SURFACE MOTION
 AB0403
 AB0403  HISTORY     - Date     Condition        Report By
 AB0403  HISTORY     - 1942     MONUMENTED       CGS
 AB0403  HISTORY     - 1951     GOOD             NGS
 AB0403  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0403  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0403
 AB0403                          STATION DESCRIPTION
 AB0403
 AB0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0403'1.15 MI S FROM LYFORD.
 AB0403'1.15 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0403'FROM THE STATION AT LYFORD, AT THE JUNCTION OF U.S. HIGHWAY 77 AND
 AB0403'FARM ROAD 791, 39 FEET EAST OF THE EAST RAIL, 53 FEET WEST OF THE
 AB0403'CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF THE CENTER LINE OF THE
 AB0403'FARM ROAD, 1.6 FEET SOUTH OF A TELEGRAPH POLE, 3 FEET SOUTH OF A
 AB0403'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AB0403'FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0403
 AB0403                          STATION RECOVERY (1981)
 AB0403
 AB0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0403'NOT RECOVERED, POST FOUND, DISK GONE, CONSIDERED DESTROYED.
 AB0403
 AB0403                          STATION RECOVERY (1988)
 AB0403
 AB0403'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0452 ***********************************************************************
 AE0452  DESIGNATION -  A 656
 AE0452  PID         -  AE0452
 AE0452  STATE/COUNTY-  TX/HIDALGO
 AE0452  USGS QUAD   -  HARGILL (1963)
 AE0452
 AE0452                         *CURRENT SURVEY CONTROL
 AE0452  ___________________________________________________________________
 AE0452* NAD 83(1986)-  26 29 47.     (N)    098 04 17.     (W)     SCALED    
 AE0452* NAVD 88     -        21.707  (meters)      71.22   (feet)  ADJUSTED  
 AE0452  ___________________________________________________________________
 AE0452  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AE0452  DYNAMIC HT  -          21.672 (meters)      71.10  (feet)  COMP
 AE0452  MODELED GRAV-     979,033.2   (mgal)                       NAVD 88
 AE0452
 AE0452  VERT ORDER  -  SECOND    CLASS 0
 AE0452
 AE0452.The horizontal coordinates were scaled from a topographic map and have
 AE0452.an estimated accuracy of +/- 6 seconds.
 AE0452
 AE0452.The orthometric height was determined by differential leveling
 AE0452.and adjusted by the National Geodetic Survey in June 1991..
 AE0452
 AE0452.The geoid height was determined by GEOID03.
 AE0452
 AE0452.The dynamic height is computed by dividing the NAVD 88
 AE0452.geopotential number by the normal gravity value computed on the
 AE0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0452.degrees latitude (g = 980.6199 gals.).
 AE0452
 AE0452.The modeled gravity was interpolated from observed gravity values.
 AE0452
 AE0452;                    North         East    Units  Estimated Accuracy
 AE0452;SPC TX S     - 5,092,000.      342,730.      MT  (+/- 180 meters Scaled)
 AE0452
 AE0452                          SUPERSEDED SURVEY CONTROL
 AE0452
 AE0452  NGVD 29 (??/??/92)   21.805  (m)           71.54   (f) ADJ UNCH    2 0
 AE0452
 AE0452.Superseded values are not recommended for survey control.
 AE0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0452.See file dsdata.txt to determine how the superseded data were derived.
 AE0452
 AE0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ925309(NAD 83)
 AE0452_MARKER: DB = BENCH MARK DISK
 AE0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0452_STAMPING: A 656
 AE0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0452+STABILITY: SURFACE MOTION
 AE0452
 AE0452  HISTORY     - Date     Condition        Report By
 AE0452  HISTORY     - UNK      MONUMENTED       CGS
 AE0452  HISTORY     - 1942     GOOD             NGS
 AE0452  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0452
 AE0452                          STATION DESCRIPTION
 AE0452
 AE0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0452'8.2 MI SE FROM SAN MANUEL.
 AE0452'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 4.2 MILES
 AE0452'SOUTHERLY ALONG U.S. HIGHWAY NO. 281, THENCE GO 3.8 MILES EASTERLY
 AE0452'ALONG RED GATE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 80.0
 AE0452'FEET EAST OF RANCH ROAD LEADING NORTH, 115.0 FEET SOUTHEAST OF AND
 AE0452'ACROSS ROAD FROM A WOODEN GATE IN ROAD FENCE, 5.0 FEET SOUTH OF ROAD
 AE0452'FENCE, 25.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0452'CENTERLINE OF THE ROAD, AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AE0452'POST.  MONUMENT PROJECTS 0.3 FOOT.
 AE0452
 AE0452                          STATION RECOVERY (1962)
 AE0452
 AE0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0435 ***********************************************************************
 AE0435  DESIGNATION -  A 657
 AE0435  PID         -  AE0435
 AE0435  STATE/COUNTY-  TX/HIDALGO
 AE0435  USGS QUAD   -  EDINBURG (1983)
 AE0435
 AE0435                         *CURRENT SURVEY CONTROL
 AE0435  ___________________________________________________________________
 AE0435* NAD 83(1986)-  26 18 27.     (N)    098 07 43.     (W)     SCALED    
 AE0435* NAVD 88     -        27.530  (meters)      90.32   (feet)  ADJUSTED  
 AE0435  ___________________________________________________________________
 AE0435  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AE0435  DYNAMIC HT  -          27.486 (meters)      90.18  (feet)  COMP
 AE0435  MODELED GRAV-     979,016.1   (mgal)                       NAVD 88
 AE0435
 AE0435  VERT ORDER  -  SECOND    CLASS 0
 AE0435
 AE0435.The horizontal coordinates were scaled from a topographic map and have
 AE0435.an estimated accuracy of +/- 6 seconds.
 AE0435
 AE0435.The orthometric height was determined by differential leveling
 AE0435.and adjusted by the National Geodetic Survey in June 1991..
 AE0435
 AE0435.The geoid height was determined by GEOID03.
 AE0435
 AE0435.The dynamic height is computed by dividing the NAVD 88
 AE0435.geopotential number by the normal gravity value computed on the
 AE0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0435.degrees latitude (g = 980.6199 gals.).
 AE0435
 AE0435.The modeled gravity was interpolated from observed gravity values.
 AE0435
 AE0435;                    North         East    Units  Estimated Accuracy
 AE0435;SPC TX S     - 5,071,060.      337,080.      MT  (+/- 180 meters Scaled)
 AE0435
 AE0435                          SUPERSEDED SURVEY CONTROL
 AE0435
 AE0435  NGVD 29 (??/??/92)   27.64   (m)           90.7    (f) COMPUTED    2 0
 AE0435
 AE0435.Superseded values are not recommended for survey control.
 AE0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0435.See file dsdata.txt to determine how the superseded data were derived.
 AE0435
 AE0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ869100(NAD 83)
 AE0435_MARKER: DB = BENCH MARK DISK
 AE0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0435_STAMPING: A 657 1942
 AE0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0435+STABILITY: SURFACE MOTION
 AE0435
 AE0435  HISTORY     - Date     Condition        Report By
 AE0435  HISTORY     - 1942     MONUMENTED       CGS
 AE0435  HISTORY     - 1961     MARK NOT FOUND   NGS
 AE0435  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0435  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 AE0435
 AE0435                          STATION DESCRIPTION
 AE0435
 AE0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0435'2.7 MI NE FROM EDINBURG.
 AE0435'TO REACH FROM THE HIDALGO COUNTY COURTHOUSE AT EDINBURG-- PROCEED 0.7
 AE0435'MILE NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO SOUTHERN PACIFIC RAILROAD
 AE0435'TRACKS, THENCE GO 2.0 MILES EASTERLY ALONG TRACK TO SITE OF BENCH
 AE0435'MARK.  BENCH MARK IS 10.0 FEET EAST OF THE FIFTH POLE EAST OF MILE
 AE0435'POST 145, 36.0 FEET NORTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE
 AE0435'OF THE TRACK, 12.0 FEET SOUTH OF RIGHT-OF-WAY FENCE, AND 3.0 FEET WEST
 AE0435'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AE0435
 AE0435                          STATION RECOVERY (1961)
 AE0435
 AE0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AE0435'MARK NOT FOUND.
 AE0435
 AE0435                          STATION RECOVERY (1992)
 AE0435
 AE0435'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0435'MARK NOT FOUND.
 AE0435
 AE0435                          STATION RECOVERY (2004)
 AE0435
 AE0435'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLL)
 AE0435'RAILROAD TRACK HAS BEEN REMOVED.  MARK HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0002 ***********************************************************************
 BZ0002  DESIGNATION -  A 66
 BZ0002  PID         -  BZ0002
 BZ0002  STATE/COUNTY-  TX/LIMESTONE
 BZ0002  USGS QUAD   -  MEXIA (1982)
 BZ0002
 BZ0002                         *CURRENT SURVEY CONTROL
 BZ0002  ___________________________________________________________________
 BZ0002* NAD 83(1986)-  31 40 50.     (N)    096 29 11.     (W)     SCALED    
 BZ0002* NAVD 88     -       163.335  (meters)     535.87   (feet)  ADJUSTED  
 BZ0002  ___________________________________________________________________
 BZ0002  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0002  DYNAMIC HT  -         163.140 (meters)     535.24  (feet)  COMP
 BZ0002  MODELED GRAV-     979,440.7   (mgal)                       NAVD 88
 BZ0002
 BZ0002  VERT ORDER  -  FIRST     CLASS II
 BZ0002
 BZ0002.The horizontal coordinates were scaled from a topographic map and have
 BZ0002.an estimated accuracy of +/- 6 seconds.
 BZ0002
 BZ0002.The orthometric height was determined by differential leveling
 BZ0002.and adjusted by the National Geodetic Survey in June 1991..
 BZ0002.WARNING-Repeat measurements at this control monument indicate possible
 BZ0002.vertical movement.
 BZ0002
 BZ0002.The geoid height was determined by GEOID03.
 BZ0002
 BZ0002.The dynamic height is computed by dividing the NAVD 88
 BZ0002.geopotential number by the normal gravity value computed on the
 BZ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0002.degrees latitude (g = 980.6199 gals.).
 BZ0002
 BZ0002.The modeled gravity was interpolated from observed gravity values.
 BZ0002
 BZ0002;                    North         East    Units  Estimated Accuracy
 BZ0002;SPC TX C     - 3,229,560.    1,064,670.      MT  (+/- 180 meters Scaled)
 BZ0002
 BZ0002                          SUPERSEDED SURVEY CONTROL
 BZ0002
 BZ0002  NGVD 29 (??/??/92)  163.312  (m)          535.80   (f) ADJ UNCH    1 2
 BZ0002
 BZ0002.Superseded values are not recommended for survey control.
 BZ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0002.See file dsdata.txt to determine how the superseded data were derived.
 BZ0002
 BZ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA382077(NAD 83)
 BZ0002_MARKER: DB = BENCH MARK DISK
 BZ0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0002_SP_SET: BUILDING
 BZ0002_STAMPING: A 66 1919 ELEV. 535.763
 BZ0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0002
 BZ0002  HISTORY     - Date     Condition        Report By
 BZ0002  HISTORY     - 1919     MONUMENTED       CGS
 BZ0002  HISTORY     - 1948     GOOD             NGS
 BZ0002  HISTORY     - 1980     GOOD             NGS
 BZ0002  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0002
 BZ0002                          STATION DESCRIPTION
 BZ0002
 BZ0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0002'IN MEXIA.
 BZ0002'AT MEXIA, AT THE CORNER OF WEST COMMERCE STREET AND NORTH PRESTON
 BZ0002'STREET, IN THE WEST WALL OF THE NORTHWEST CORNER OF THE MEXIA BOTTLING
 BZ0002'WORKS, 0.9 FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 2.1
 BZ0002'FEET ABOVE STREET LEVEL AND SET VERTICALLY.
 BZ0002
 BZ0002                          STATION RECOVERY (1980)
 BZ0002
 BZ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0002'RECOVERED IN GOOD CONDITION.
 BZ0002
 BZ0002                          STATION RECOVERY (1995)
 BZ0002
 BZ0002'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0756 ***********************************************************************
 AW0756  DESIGNATION -  A 660
 AW0756  PID         -  AW0756
 AW0756  STATE/COUNTY-  TX/HARRIS
 AW0756  USGS QUAD   -  MONT BELVIEU (1994)
 AW0756
 AW0756                         *CURRENT SURVEY CONTROL
 AW0756  ___________________________________________________________________
 AW0756* NAD 83(1986)-  29 47 53.     (N)    094 57 36.     (W)     SCALED    
 AW0756* NAVD 88     -         9.558  (meters)      31.36   (feet)  ADJUSTED  
 AW0756  ___________________________________________________________________
 AW0756  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW0756  DYNAMIC HT  -           9.545 (meters)      31.32  (feet)  COMP
 AW0756  MODELED GRAV-     979,290.1   (mgal)                       NAVD 88
 AW0756
 AW0756  VERT ORDER  -  FIRST     CLASS II
 AW0756
 AW0756.The horizontal coordinates were scaled from a topographic map and have
 AW0756.an estimated accuracy of +/- 6 seconds.
 AW0756
 AW0756.The orthometric height was determined by differential leveling
 AW0756.and adjusted by the National Geodetic Survey in June 1991..
 AW0756
 AW0756.The geoid height was determined by GEOID03.
 AW0756
 AW0756.The dynamic height is computed by dividing the NAVD 88
 AW0756.geopotential number by the normal gravity value computed on the
 AW0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0756.degrees latitude (g = 980.6199 gals.).
 AW0756
 AW0756.The modeled gravity was interpolated from observed gravity values.
 AW0756
 AW0756;                    North         East    Units  Estimated Accuracy
 AW0756;SPC TXSC     - 4,224,490.      990,470.      MT  (+/- 180 meters Scaled)
 AW0756
 AW0756                          SUPERSEDED SURVEY CONTROL
 AW0756
 AW0756  NGVD 29 (12/23/87)    9.556  (m)           31.35   (f) ADJUSTED    1 2
 AW0756
 AW0756.Superseded values are not recommended for survey control.
 AW0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0756.See file dsdata.txt to determine how the superseded data were derived.
 AW0756
 AW0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN105980(NAD 83)
 AW0756_MARKER: DB = BENCH MARK DISK
 AW0756_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0756_SP_SET: HEADWALL
 AW0756_STAMPING: A 660 1942
 AW0756_MARK LOGO: CGS   
 AW0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0756+STABILITY: SURFACE MOTION
 AW0756
 AW0756  HISTORY     - Date     Condition        Report By
 AW0756  HISTORY     - 1942     MONUMENTED       CGS
 AW0756  HISTORY     - 1963     GOOD             NGS
 AW0756  HISTORY     - 1978     GOOD             NGS
 AW0756  HISTORY     - 1978     GOOD             DOD
 AW0756  HISTORY     - 1987     GOOD             NGS
 AW0756  HISTORY     - 1989     GOOD             USPSQD
 AW0756  HISTORY     - 1989     GOOD             USPSQD
 AW0756  HISTORY     - 1990     GOOD             USPSQD
 AW0756  HISTORY     - 19940722 GOOD             USPSQD
 AW0756
 AW0756                          STATION DESCRIPTION
 AW0756
 AW0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW0756'3.15 MI N FROM CEDAR BAYOU.
 AW0756'ABOUT 3.15 MILES NORTH ALONG THE CROSBY-CEDAR BAYOU ROAD FROM THE
 AW0756'ASSEMBLY OF GOD CHURCH AT CEDAR BAYOU, 200 FEET NORTH OF THE CENTER OF
 AW0756'THE JUNCTION OF BARKALOW ROAD, 12 1/2 FEET EAST OF THE CENTER LINE OF
 AW0756'THE CROSBY-CEDAR BAYOU ROAD, SET IN THE TOP OF THE NORTH END OF THE
 AW0756'EAST CONCRETE HEAD WALL OF A CULVERT, AND ABOUT 15 INCHES ABOVE THE
 AW0756'LEVEL OF THE ROAD.
 AW0756
 AW0756                          STATION RECOVERY (1978)
 AW0756
 AW0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0756'RECOVERED IN GOOD CONDITION.
 AW0756
 AW0756                          STATION RECOVERY (1978)
 AW0756
 AW0756'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0756'RECOVERED IN GOOD CONDITION.
 AW0756
 AW0756                          STATION RECOVERY (1987)
 AW0756
 AW0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0756'RECOVERED IN GOOD CONDITION.
 AW0756
 AW0756                          STATION RECOVERY (1989)
 AW0756
 AW0756'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0756'RECOVERED IN GOOD CONDITION.
 AW0756
 AW0756                          STATION RECOVERY (1989)
 AW0756
 AW0756'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW0756'RECOVERED IN GOOD CONDITION.
 AW0756
 AW0756                          STATION RECOVERY (1990)
 AW0756
 AW0756'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0756'RECOVERED IN GOOD CONDITION.
 AW0756
 AW0756                          STATION RECOVERY (1994)
 AW0756
 AW0756'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0732 ***********************************************************************
 AW0732  DESIGNATION -  A 661
 AW0732  PID         -  AW0732
 AW0732  STATE/COUNTY-  TX/CHAMBERS
 AW0732  USGS QUAD   -  MONT BELVIEU (1994)
 AW0732
 AW0732                         *CURRENT SURVEY CONTROL
 AW0732  ___________________________________________________________________
 AW0732* NAD 83(1986)-  29 51 36.     (N)    094 54 05.     (W)     SCALED    
 AW0732* NAVD 88     -        18.64   (+/-2cm)      61.2    (feet)  VERTCON   
 AW0732  ___________________________________________________________________
 AW0732  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW0732
 AW0732  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0732
 AW0732.The horizontal coordinates were scaled from a topographic map and have
 AW0732.an estimated accuracy of +/- 6 seconds.
 AW0732
 AW0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0732.The vertical order pertains to the NGVD 29 superseded value.
 AW0732
 AW0732.The geoid height was determined by GEOID03.
 AW0732
 AW0732;                    North         East    Units  Estimated Accuracy
 AW0732;SPC TXSC     - 4,231,550.      995,900.      MT  (+/- 180 meters Scaled)
 AW0732
 AW0732                          SUPERSEDED SURVEY CONTROL
 AW0732
 AW0732  NGVD 29 (??/??/92)   18.641  (m)           61.16   (f) ADJ UNCH    1 2
 AW0732
 AW0732.Superseded values are not recommended for survey control.
 AW0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0732.See file dsdata.txt to determine how the superseded data were derived.
 AW0732
 AW0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP163047(NAD 83)
 AW0732_MARKER: DB = BENCH MARK DISK
 AW0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0732_STAMPING: A 661 1942
 AW0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0732+STABILITY: SURFACE MOTION
 AW0732
 AW0732  HISTORY     - Date     Condition        Report By
 AW0732  HISTORY     - 1942     MONUMENTED       CGS
 AW0732  HISTORY     - 1964     GOOD             NGS
 AW0732  HISTORY     - 1978     GOOD             NGS
 AW0732  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0732  HISTORY     - 19960911 MARK NOT FOUND   USPSQD
 AW0732  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW0732  HISTORY     - 20031230 MARK NOT FOUND   USPSQD
 AW0732
 AW0732                          STATION DESCRIPTION
 AW0732
 AW0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0732'0.85 MI NW FROM MONT BELVIEU.
 AW0732'ABOUT 0.45 MILE NORTHWEST ALONG LOOP 207 FROM THE METHODIST CHURCH AT
 AW0732'MONT BELVIEU, THENCE 0.3 MILE WEST ALONG FARM ROAD 1942, THENCE 0.1
 AW0732'MILE NORTHWEST ALONG A PRIVATE SHELL ROAD, ABOUT 133 YARDS WEST OF A
 AW0732'LARGE BRICK HOUSE, 32 FEET SOUTHWEST OF THE CENTER OF A CATTLE GUARD
 AW0732'ACROSS THE ROAD, 12 FEET NORTHEAST OF A TELEPHONE POLE, AND SET IN THE
 AW0732'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 AW0732
 AW0732                          STATION RECOVERY (1978)
 AW0732
 AW0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0732'RECOVERED IN GOOD CONDITION.
 AW0732
 AW0732                          STATION RECOVERY (1990)
 AW0732
 AW0732'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0732'MARK NOT FOUND.
 AW0732
 AW0732                          STATION RECOVERY (1996)
 AW0732
 AW0732'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0732'MARK NOT FOUND.
 AW0732
 AW0732                          STATION RECOVERY (2001)
 AW0732
 AW0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0732'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0732
 AW0732                          STATION RECOVERY (2003)
 AW0732
 AW0732'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0847 ***********************************************************************
 AW0847  DESIGNATION -  A 662
 AW0847  PID         -  AW0847
 AW0847  STATE/COUNTY-  TX/HARRIS
 AW0847  USGS QUAD   -  CROSBY (1982)
 AW0847
 AW0847                         *CURRENT SURVEY CONTROL
 AW0847  ___________________________________________________________________
 AW0847* NAD 83(1986)-  29 57 18.     (N)    095 04 52.     (W)     SCALED    
 AW0847* NAVD 88     -        17.439  (meters)      57.21   (feet)  ADJUSTED  
 AW0847  ___________________________________________________________________
 AW0847  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW0847  DYNAMIC HT  -          17.416 (meters)      57.14  (feet)  COMP
 AW0847  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 AW0847
 AW0847  VERT ORDER  -  FIRST     CLASS II
 AW0847
 AW0847.The horizontal coordinates were scaled from a topographic map and have
 AW0847.an estimated accuracy of +/- 6 seconds.
 AW0847
 AW0847.The orthometric height was determined by differential leveling
 AW0847.and adjusted by the National Geodetic Survey in June 1991..
 AW0847
 AW0847.The geoid height was determined by GEOID03.
 AW0847
 AW0847.The dynamic height is computed by dividing the NAVD 88
 AW0847.geopotential number by the normal gravity value computed on the
 AW0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0847.degrees latitude (g = 980.6199 gals.).
 AW0847
 AW0847.The modeled gravity was interpolated from observed gravity values.
 AW0847
 AW0847;                    North         East    Units  Estimated Accuracy
 AW0847;SPC TXSC     - 4,241,480.      978,190.      MT  (+/- 180 meters Scaled)
 AW0847
 AW0847                          SUPERSEDED SURVEY CONTROL
 AW0847
 AW0847  NGVD 29 (12/23/87)   17.438  (m)           57.21   (f) ADJUSTED    1 2
 AW0847
 AW0847.Superseded values are not recommended for survey control.
 AW0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0847.See file dsdata.txt to determine how the superseded data were derived.
 AW0847
 AW0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP991156(NAD 83)
 AW0847_MARKER: DB = BENCH MARK DISK
 AW0847_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0847_SP_SET: HEADWALL
 AW0847_STAMPING: A 662 1942
 AW0847_MARK LOGO: CGS   
 AW0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0847+STABILITY: SURFACE MOTION
 AW0847
 AW0847  HISTORY     - Date     Condition        Report By
 AW0847  HISTORY     - 1942     MONUMENTED       CGS
 AW0847  HISTORY     - 1973     GOOD             NGS
 AW0847  HISTORY     - 1978     GOOD             NGS
 AW0847  HISTORY     - 1978     GOOD             DOD
 AW0847  HISTORY     - 1987     GOOD             USPSQD
 AW0847  HISTORY     - 1987     GOOD             NGS
 AW0847  HISTORY     - 19940111 MARK NOT FOUND   USPSQD
 AW0847
 AW0847                          STATION DESCRIPTION
 AW0847
 AW0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0847'3.3 MI N FROM CROSBY.
 AW0847'ABOUT 3.3 MILES NORTH ALONG FM 2100 HIGHWAY FROM THE CROSSING OF THE
 AW0847'SOUTHERN PACIFIC RAILROAD AND FM 2100 AT CROSBY, SET IN THE SOUTH END
 AW0847'OF THE WEST HEADWALL OF A 3 1/2 BY 3 1/2 FOOT BOX CULVERT, 22 FEET
 AW0847'WEST OF THE CENTER LINE OF FM 2100, 18 FEET NORTH OF THE CENTER LINE
 AW0847'OF A PRIVATE DRIVE LEADING TO THE WEST, 0.8 FEET NORTH OF THE SOUTH
 AW0847'END OF THE HEADWALL, 49 FEET NORTHEAST OF BM A 662 RESET 1956. NOTE--
 AW0847'ON DETERMINING THAT THIS MARK WAS INDEED A 662, IT WAS RESTAMPED BY
 AW0847'THIS PARTY 1942.  A C AND GS DISK ABOUT .5 FEET ABOVE THE HIGHWAY
 AW0847'DRILLED IN A BOX CULVERT.
 AW0847
 AW0847                          STATION RECOVERY (1978)
 AW0847
 AW0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0847'RECOVERED IN GOOD CONDITION.
 AW0847
 AW0847                          STATION RECOVERY (1978)
 AW0847
 AW0847'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0847'RECOVERED IN GOOD CONDITION.
 AW0847
 AW0847                          STATION RECOVERY (1987)
 AW0847
 AW0847'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW0847'RECOVERED IN GOOD CONDITION.
 AW0847
 AW0847                          STATION RECOVERY (1987)
 AW0847
 AW0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0847'RECOVERED IN GOOD CONDITION.
 AW0847
 AW0847                          STATION RECOVERY (1994)
 AW0847
 AW0847'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0846 ***********************************************************************
 AW0846  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0846  DESIGNATION -  A 662 RESET
 AW0846  PID         -  AW0846
 AW0846  STATE/COUNTY-  TX/HARRIS
 AW0846  USGS QUAD   -  CROSBY (1982)
 AW0846
 AW0846                         *CURRENT SURVEY CONTROL
 AW0846  ___________________________________________________________________
 AW0846* NAD 83(1993)-  29 57 16.97361(N)    095 04 51.95229(W)     ADJUSTED  
 AW0846* NAVD 88     -        17.07   (meters)      56.0    (feet)  GPS OBS   
 AW0846  ___________________________________________________________________
 AW0846  X           -    -489,835.241 (meters)                     COMP
 AW0846  Y           -  -5,509,022.003 (meters)                     COMP
 AW0846  Z           -   3,166,020.219 (meters)                     COMP
 AW0846  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AW0846  ELLIP HEIGHT-         -10.26  (meters)          (12/03/01) GPS OBS
 AW0846  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW0846  DYNAMIC HT  -          17.05  (meters)      55.9   (feet)  COMP
 AW0846  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 AW0846
 AW0846  HORZ ORDER  -  FIRST
 AW0846  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0846  ELLP ORDER  -  FOURTH    CLASS II
 AW0846
 AW0846.The horizontal coordinates were established by GPS observations
 AW0846.and adjusted by the National Geodetic Survey in December 2001..
 AW0846
 AW0846.The orthometric height was determined by GPS observations and a
 AW0846.high-resolution geoid model using precise GPS observation and
 AW0846.processing techniques. It supersedes the leveled height previously
 AW0846.determined for this station.
 AW0846.The vertical order pertains to the first NAVD 88 superseded value.
 AW0846
 AW0846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0846
 AW0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0846
 AW0846.The ellipsoidal height was determined by GPS observations
 AW0846.and is referenced to NAD 83.
 AW0846
 AW0846.The geoid height was determined by GEOID03.
 AW0846
 AW0846.The dynamic height is computed by dividing the NAVD 88
 AW0846.geopotential number by the normal gravity value computed on the
 AW0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0846.degrees latitude (g = 980.6199 gals.).
 AW0846
 AW0846.The modeled gravity was interpolated from observed gravity values.
 AW0846
 AW0846;                    North         East     Units Scale Factor Converg.
 AW0846;SPC TXSC     - 4,241,446.434   978,191.401   MT  0.99992159   +1 55 11.7
 AW0846;SPC TXSC     -13,915,478.84  3,209,282.95   sFT  0.99992159   +1 55 11.7
 AW0846;UTM  15      - 3,315,589.063   299,169.556   MT  1.00009764   -1 02 22.1
 AW0846
 AW0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0846!SPC TXSC     -   1.00000161  x   0.99992159  =   0.99992320
 AW0846!UTM  15      -   1.00000161  x   1.00009764  =   1.00009925
 AW0846
 AW0846                          SUPERSEDED SURVEY CONTROL
 AW0846
 AW0846  ELLIP H (10/25/00)  -10.24   (m)                       GP(       ) 4 1
 AW0846  NAD 83(1993)-  29 57 16.97465(N)    095 04 51.95161(W) AD(       ) 1
 AW0846  ELLIP H (10/17/96)  -10.11   (m)                       GP(       ) 3 1
 AW0846  NAVD 88 (06/15/91)   17.109  (m)           56.13   (f) ADJUSTED    1 2
 AW0846  NGVD 29 (12/23/87)   17.108  (m)           56.13   (f) ADJUSTED    1 2
 AW0846
 AW0846.Superseded values are not recommended for survey control.
 AW0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0846.See file dsdata.txt to determine how the superseded data were derived.
 AW0846
 AW0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9917015589(NAD 83)
 AW0846_MARKER: DB = BENCH MARK DISK
 AW0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0846_SP_SET: CONCRETE POST
 AW0846_STAMPING: A 662 RESET 1956
 AW0846_MARK LOGO: CGS   
 AW0846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0846+STABILITY: SURFACE MOTION
 AW0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0846+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1995
 AW0846
 AW0846  HISTORY     - Date     Condition        Report By
 AW0846  HISTORY     - 1956     MONUMENTED       CGS
 AW0846  HISTORY     - 1973     GOOD             NGS
 AW0846  HISTORY     - 1978     GOOD             NGS
 AW0846  HISTORY     - 1978     GOOD             DOD
 AW0846  HISTORY     - 1987     GOOD             NGS
 AW0846  HISTORY     - 19940111 MARK NOT FOUND   USPSQD
 AW0846  HISTORY     - 19950417 GOOD             HGCSD
 AW0846
 AW0846                          STATION DESCRIPTION
 AW0846
 AW0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0846'3.3 MI N FROM CROSBY.
 AW0846'ABOUT 3.3 MILES NORTH ALONG F.M. 2100 FROM THE CROSSING OF THE
 AW0846'SOUTHERN PACIFIC RAILROAD AND FM 2100 AT CROSBY, 70 1/2 FEET WEST OF
 AW0846'THE CENTER LINE OF FM 2100, 13.2 FEET SOUTH OF A GRAVEL DRIVE LEADING
 AW0846'TO A 2 STORY FARMHOUSE 4.5 FEET NORTHWEST OF A POWER POLE, 50 FEET
 AW0846'SOUTHWEST OF THE SOUTH END OF THE EAST HEADWALL OF A 4 FT. X 4 FT.
 AW0846'CONCRETE CULVERT UNDER FM 2100 1.5 FEET SOUTH OF A FENCE.  A C AND GS
 AW0846'DISK ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 AW0846'CONCRETE POST PROJECTING ABOUT 1 INCH.
 AW0846
 AW0846                          STATION RECOVERY (1978)
 AW0846
 AW0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0846'RECOVERED IN GOOD CONDITION.
 AW0846
 AW0846                          STATION RECOVERY (1978)
 AW0846
 AW0846'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0846'RECOVERED IN GOOD CONDITION.
 AW0846
 AW0846                          STATION RECOVERY (1987)
 AW0846
 AW0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0846'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.3 M
 AW0846'(1.0 FT) EAST OF A FENCE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 AW0846
 AW0846                          STATION RECOVERY (1994)
 AW0846
 AW0846'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0846'MARK NOT FOUND.
 AW0846
 AW0846                          STATION RECOVERY (1995)
 AW0846
 AW0846'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0846'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3155 ***********************************************************************
 AW3155  DESIGNATION -  A 663
 AW3155  PID         -  AW3155
 AW3155  STATE/COUNTY-  TX/LIBERTY
 AW3155  USGS QUAD   -  WHITES BAYOU (1994)
 AW3155
 AW3155                         *CURRENT SURVEY CONTROL
 AW3155  ___________________________________________________________________
 AW3155* NAD 83(1986)-  29 56 38.     (N)    094 34 52.     (W)     SCALED    
 AW3155* NAVD 88     -        12.96   (+/-2cm)      42.5    (feet)  VERTCON   
 AW3155  ___________________________________________________________________
 AW3155  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW3155
 AW3155  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3155
 AW3155.The horizontal coordinates were scaled from a topographic map and have
 AW3155.an estimated accuracy of +/- 6 seconds.
 AW3155
 AW3155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3155.The vertical order pertains to the NGVD 29 superseded value.
 AW3155
 AW3155.The geoid height was determined by GEOID03.
 AW3155
 AW3155;                    North         East    Units  Estimated Accuracy
 AW3155;SPC TX C     - 3,045,090.    1,255,100.      MT  (+/- 180 meters Scaled)
 AW3155
 AW3155                          SUPERSEDED SURVEY CONTROL
 AW3155
 AW3155  NGVD 29 (??/??/92)   12.961  (m)           42.52   (f) ADJ UNCH    1 2
 AW3155
 AW3155.Superseded values are not recommended for survey control.
 AW3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3155.See file dsdata.txt to determine how the superseded data were derived.
 AW3155
 AW3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP474136(NAD 83)
 AW3155_MARKER: DB = BENCH MARK DISK
 AW3155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3155_STAMPING: A 663 1942
 AW3155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3155+STABILITY: SURFACE MOTION
 AW3155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3155+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3155
 AW3155  HISTORY     - Date     Condition        Report By
 AW3155  HISTORY     - 1942     MONUMENTED       CGS
 AW3155  HISTORY     - 1959     GOOD             NGS
 AW3155  HISTORY     - 20060121 GOOD             USPSQD
 AW3155
 AW3155                          STATION DESCRIPTION
 AW3155
 AW3155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3155'7.35 MI NE FROM HANKAMER.
 AW3155'ABOUT 6.3 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF CHRIST
 AW3155'AT HANKAMER, THENCE ABOUT 1.05 MILES EAST ALONG FARM ROAD 1410, 52
 AW3155'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 300 FEET WEST OF THE
 AW3155'SOUTHEAST CORNER OF A RICE FIELD, 1.6 FEET NORTH OF A FENCE, 1 FOOT
 AW3155'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 AW3155'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW3155
 AW3155                          STATION RECOVERY (2006)
 AW3155
 AW3155'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3155'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3110 ***********************************************************************
 AW3110  DESIGNATION -  A 664 RESET 1953
 AW3110  PID         -  AW3110
 AW3110  STATE/COUNTY-  TX/LIBERTY
 AW3110  USGS QUAD   -  SHILOH (1993)
 AW3110
 AW3110                         *CURRENT SURVEY CONTROL
 AW3110  ___________________________________________________________________
 AW3110* NAD 83(1986)-  29 57 00.     (N)    094 41 03.     (W)     SCALED    
 AW3110* NAVD 88     -        12.57   (+/-2cm)      41.2    (feet)  VERTCON   
 AW3110  ___________________________________________________________________
 AW3110  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3110
 AW3110  VERT ORDER  -  THIRD (See Below)
 AW3110
 AW3110.The horizontal coordinates were scaled from a topographic map and have
 AW3110.an estimated accuracy of +/- 6 seconds.
 AW3110
 AW3110.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3110.The vertical order pertains to the NGVD 29 superseded value.
 AW3110
 AW3110.The geoid height was determined by GEOID03.
 AW3110
 AW3110;                    North         East    Units  Estimated Accuracy
 AW3110;SPC TX C     - 3,045,260.    1,245,130.      MT  (+/- 180 meters Scaled)
 AW3110
 AW3110                          SUPERSEDED SURVEY CONTROL
 AW3110
 AW3110  NGVD 29 (??/??/??)   12.57   (m)           41.2    (f) RESET       3  
 AW3110
 AW3110.Superseded values are not recommended for survey control.
 AW3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3110.See file dsdata.txt to determine how the superseded data were derived.
 AW3110
 AW3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP374144(NAD 83)
 AW3110_MARKER: DB = BENCH MARK DISK
 AW3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3110_STAMPING: A 664 1942 RESET 1953
 AW3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3110+STABILITY: SURFACE MOTION
 AW3110
 AW3110  HISTORY     - Date     Condition        Report By
 AW3110  HISTORY     - 1953     MONUMENTED       CGS
 AW3110  HISTORY     - 1959     GOOD             NGS
 AW3110  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 AW3110  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 AW3110
 AW3110                          STATION DESCRIPTION
 AW3110
 AW3110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3110'6.95 MI S FROM RAYWOOD.
 AW3110'ABOUT 0.15 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE RICE GROWERS
 AW3110'CONCRETE ELEVATOR AT RAYWOOD, THENCE ABOUT 6.8 MILES SOUTH ALONG FARM
 AW3110'ROAD 770, AT THE NORTHEAST CORNER OF A STOCK PEN, 40 1/2 FEET SOUTH OF
 AW3110'THE CENTER LINE OF THE ROAD, 69 FEET EAST OF A 16-INCH LIVE OAK TREE,
 AW3110'1 1/2 FEET NORTH OF A BOARD FENCE, 1 FOOT EAST OF A WOODEN WITNESS
 AW3110'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. NOTE--
 AW3110'TREE MARK A.G. IS SET IN THE EAST ROOT OF A 16-INCH LIVE OAK TREE 68
 AW3110'1/2 FEET WEST OF THE BENCH MARK.
 AW3110
 AW3110                          STATION RECOVERY (2004)
 AW3110
 AW3110'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3110'MARK NOT FOUND.
 AW3110
 AW3110                          STATION RECOVERY (2005)
 AW3110
 AW3110'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2877 ***********************************************************************
 AW2877  DESIGNATION -  A 665
 AW2877  PID         -  AW2877
 AW2877  STATE/COUNTY-  TX/LIBERTY
 AW2877  USGS QUAD   -  MOSS BLUFF (1993)
 AW2877
 AW2877                         *CURRENT SURVEY CONTROL
 AW2877  ___________________________________________________________________
 AW2877* NAD 83(1986)-  29 58 33.     (N)    094 50 47.     (W)     SCALED    
 AW2877* NAVD 88     -        16.91   (+/-2cm)      55.5    (feet)  VERTCON   
 AW2877  ___________________________________________________________________
 AW2877  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW2877
 AW2877  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2877
 AW2877.The horizontal coordinates were scaled from a topographic map and have
 AW2877.an estimated accuracy of +/- 6 seconds.
 AW2877
 AW2877.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2877.The vertical order pertains to the NGVD 29 superseded value.
 AW2877
 AW2877.The geoid height was determined by GEOID03.
 AW2877
 AW2877;                    North         East    Units  Estimated Accuracy
 AW2877;SPC TX C     - 3,047,330.    1,229,350.      MT  (+/- 180 meters Scaled)
 AW2877
 AW2877                          SUPERSEDED SURVEY CONTROL
 AW2877
 AW2877  NGVD 29 (??/??/92)   16.910  (m)           55.48   (f) ADJ UNCH    1 2
 AW2877
 AW2877.Superseded values are not recommended for survey control.
 AW2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2877.See file dsdata.txt to determine how the superseded data were derived.
 AW2877
 AW2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP218175(NAD 83)
 AW2877_MARKER: DB = BENCH MARK DISK
 AW2877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2877_SP_SET: CULVERT
 AW2877_STAMPING: A 665 1942
 AW2877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2877
 AW2877  HISTORY     - Date     Condition        Report By
 AW2877  HISTORY     - 1942     MONUMENTED       CGS
 AW2877  HISTORY     - 1959     GOOD             NGS
 AW2877  HISTORY     - 1964     GOOD             NGS
 AW2877  HISTORY     - 1989     GOOD             USPSQD
 AW2877  HISTORY     - 20040315 GOOD             USPSQD
 AW2877
 AW2877                          STATION DESCRIPTION
 AW2877
 AW2877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2877'5.9 MI SE FROM DAYTON.
 AW2877'ABOUT 0.15 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE DAYTON HIGH
 AW2877'SCHOOL AT DAYTON, THENCE ABOUT 5.75 MILES SOUTHEAST ALONG FARM ROAD
 AW2877'1409, IN THE TOP AND CENTER OF THE SOUTHWEST HEAD WALL OF A CONCRETE
 AW2877'CULVERT, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2
 AW2877'MILE NORTHWEST OF A BRIDGE, NEAR THE CREST OF A SMALL HILL, AND ABOUT
 AW2877'1 FOOT ABOVE THE LEVEL OF THE ROAD.
 AW2877
 AW2877                          STATION RECOVERY (1964)
 AW2877
 AW2877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2877'RECOVERED IN GOOD CONDITION.
 AW2877
 AW2877                          STATION RECOVERY (1989)
 AW2877
 AW2877'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW2877'RECOVERED IN GOOD CONDITION.
 AW2877
 AW2877                          STATION RECOVERY (2004)
 AW2877
 AW2877'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0862 ***********************************************************************
 AW0862  DESIGNATION -  A 668 RESET 1960
 AW0862  PID         -  AW0862
 AW0862  STATE/COUNTY-  TX/HARRIS
 AW0862  USGS QUAD   -  ALDINE (1995)
 AW0862
 AW0862                         *CURRENT SURVEY CONTROL
 AW0862  ___________________________________________________________________
 AW0862* NAD 83(1986)-  29 56 46.     (N)    095 26 52.     (W)     SCALED    
 AW0862* NAVD 88     -        31.76   (+/-2cm)     104.2    (feet)  VERTCON   
 AW0862  ___________________________________________________________________
 AW0862  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW0862
 AW0862  VERT ORDER  -  THIRD (See Below)
 AW0862
 AW0862.The horizontal coordinates were scaled from a topographic map and have
 AW0862.an estimated accuracy of +/- 6 seconds.
 AW0862
 AW0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0862.The vertical order pertains to the NGVD 29 superseded value.
 AW0862
 AW0862.The geoid height was determined by GEOID03.
 AW0862
 AW0862;                    North         East    Units  Estimated Accuracy
 AW0862;SPC TXSC     - 4,239,360.      942,850.      MT  (+/- 180 meters Scaled)
 AW0862
 AW0862                          SUPERSEDED SURVEY CONTROL
 AW0862
 AW0862  NGVD 29 (01/29/03)   31.75   (m)          104.2    (f) RESET       3  
 AW0862
 AW0862.Superseded values are not recommended for survey control.
 AW0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0862.See file dsdata.txt to determine how the superseded data were derived.
 AW0862
 AW0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP637153(NAD 83)
 AW0862_MARKER: DB = BENCH MARK DISK
 AW0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0862_STAMPING: A 668 RESET 1960
 AW0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0862+STABILITY: SURFACE MOTION
 AW0862
 AW0862  HISTORY     - Date     Condition        Report By
 AW0862  HISTORY     - 1960     MONUMENTED       LOCENG
 AW0862  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0862
 AW0862                          STATION DESCRIPTION
 AW0862
 AW0862'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 AW0862'4.6 MI W FROM ALDINE.
 AW0862'TO REACH FROM THE MAGNOLIA PIPE LINE COMPANY BOOSTER STATION AT
 AW0862'ALDINE, PROCEED 1.35 MILES WEST ALONG THE ALDINE ROAD TO THE
 AW0862'INTERSECTION OF U.S. HIGHWAY 75 THENCE 1.25 MILES NORTH TO THE GEARS
 AW0862'ROAD INTERSECTION LEADING WEST THENCE 2.0 MILES WEST.  500 FEET WEST
 AW0862'OF A WHITE FRAME HOUSE, 29.5 FEET EAST OF THE CENTER OF ADEL ROAD
 AW0862'INTERSECTION LEADING NORTH, 1.0 FOOT ABOVE THE CENTERLINE OF ADEL
 AW0862'ROAD, 42.0 FEET NORTH OF THE CENTERLINE OF GEARS ROAD AT STATION
 AW0862'107+00 GEARS ROAD ALIGNMENT, AND 0.5 FOOT ABOVE THE LEVEL OF THE ROAD,
 AW0862'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AW0862
 AW0862                          STATION RECOVERY (1978)
 AW0862
 AW0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0862'NOT RECOVERED.  NOTE=C 1250 SET TO REPLACE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2097 ***********************************************************************
 AW2097  DESIGNATION -  A 669
 AW2097  PID         -  AW2097
 AW2097  STATE/COUNTY-  TX/HARRIS
 AW2097  USGS QUAD   -  ALMEDA (1995)
 AW2097
 AW2097                         *CURRENT SURVEY CONTROL
 AW2097  ___________________________________________________________________
 AW2097* NAD 83(1986)-  29 36 23.     (N)    095 26 04.     (W)     SCALED    
 AW2097* NAVD 88     -        16.823  (meters)      55.19   (feet)  ADJUSTED  
 AW2097  ___________________________________________________________________
 AW2097  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2097  DYNAMIC HT  -          16.800 (meters)      55.12  (feet)  COMP
 AW2097  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 AW2097  OBS GRAVITY -     979,275.8   (mgal)                       GRAV_OBS
 AW2097
 AW2097  VERT ORDER  -  FIRST     CLASS II
 AW2097
 AW2097.The horizontal coordinates were scaled from a topographic map and have
 AW2097.an estimated accuracy of +/- 6 seconds.
 AW2097
 AW2097.The orthometric height was determined by differential leveling
 AW2097.and adjusted by the National Geodetic Survey in June 1991..
 AW2097
 AW2097.The geoid height was determined by GEOID03.
 AW2097
 AW2097.The dynamic height is computed by dividing the NAVD 88
 AW2097.geopotential number by the normal gravity value computed on the
 AW2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2097.degrees latitude (g = 980.6199 gals.).
 AW2097
 AW2097.The modeled gravity was interpolated from observed gravity values.
 AW2097.The observed gravity was obtained from relative gravimeter ties
 AW2097.to the IGSN71 gravity network.
 AW2097
 AW2097;                    North         East    Units  Estimated Accuracy
 AW2097;SPC TXSC     - 4,201,770.      945,280.      MT  (+/- 180 meters Scaled)
 AW2097
 AW2097                          SUPERSEDED SURVEY CONTROL
 AW2097
 AW2097  NGVD 29 (12/23/87)   16.820  (m)           55.18   (f) ADJUSTED    1 2
 AW2097
 AW2097.Superseded values are not recommended for survey control.
 AW2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2097.See file dsdata.txt to determine how the superseded data were derived.
 AW2097
 AW2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN642776(NAD 83)
 AW2097_MARKER: DB = BENCH MARK DISK
 AW2097_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2097_SP_SET: CULVERT HEADWALL
 AW2097_STAMPING: A 669 1942
 AW2097_MARK LOGO: CGS   
 AW2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2097+STABILITY: SURFACE MOTION
 AW2097
 AW2097  HISTORY     - Date     Condition        Report By
 AW2097  HISTORY     - 1942     MONUMENTED       CGS
 AW2097  HISTORY     - 1973     GOOD             NGS
 AW2097  HISTORY     - 1978     GOOD             NGS
 AW2097  HISTORY     - 1986     GOOD             NGS
 AW2097  HISTORY     - 1987     GOOD             USPSQD
 AW2097  HISTORY     - 1987     GOOD             USPSQD
 AW2097  HISTORY     - 1988     GOOD             USPSQD
 AW2097  HISTORY     - 1988     GOOD             USPSQD
 AW2097  HISTORY     - 1989     GOOD             USPSQD
 AW2097  HISTORY     - 1989     GOOD             USPSQD
 AW2097  HISTORY     - 19900805 GOOD             USPSQD
 AW2097  HISTORY     - 19941105 GOOD             USPSQD
 AW2097
 AW2097                          STATION DESCRIPTION
 AW2097
 AW2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2097'0.7 MI W FROM ALMEDA.
 AW2097'0.7 MILE WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2097'288 AT ALMEDA, 146 FEET EAST OF THE CENTER OF THE JUNCTION OF BATHURST
 AW2097'STREET, 15 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE TOP
 AW2097'AND 0.8 FOOT EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 AW2097'4- BY 6-FOOT CONCRETE BOX CULVERT, AND ABOUT 1/2 FOOT HIGHER THAN THE
 AW2097'ROAD.
 AW2097
 AW2097                          STATION RECOVERY (1978)
 AW2097
 AW2097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2097'RECOVERED IN GOOD CONDITION.
 AW2097
 AW2097                          STATION RECOVERY (1986)
 AW2097
 AW2097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2097'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2097'HIGHWAY 288 IS NOW FM ROAD 521.
 AW2097
 AW2097                          STATION RECOVERY (1987)
 AW2097
 AW2097'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2097'RECOVERED IN GOOD CONDITION.
 AW2097
 AW2097                          STATION RECOVERY (1987)
 AW2097
 AW2097'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2097'RECOVERED IN GOOD CONDITION.
 AW2097
 AW2097                          STATION RECOVERY (1988)
 AW2097
 AW2097'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW2097'RECOVERED IN GOOD CONDITION.
 AW2097
 AW2097                          STATION RECOVERY (1988)
 AW2097
 AW2097'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2097'RECOVERED IN GOOD CONDITION.
 AW2097
 AW2097                          STATION RECOVERY (1989)
 AW2097
 AW2097'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2097'RECOVERED IN GOOD CONDITION.
 AW2097
 AW2097                          STATION RECOVERY (1989)
 AW2097
 AW2097'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2097'RECOVERED IN GOOD CONDITION.
 AW2097
 AW2097                          STATION RECOVERY (1990)
 AW2097
 AW2097'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2097'RECOVERED IN GOOD CONDITION.
 AW2097
 AW2097                          STATION RECOVERY (1994)
 AW2097
 AW2097'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2023 ***********************************************************************
 BY2023  DESIGNATION -  A 67
 BY2023  PID         -  BY2023
 BY2023  STATE/COUNTY-  TX/LEON
 BY2023  USGS QUAD   -  OAKWOOD (1964)
 BY2023
 BY2023                         *CURRENT SURVEY CONTROL
 BY2023  ___________________________________________________________________
 BY2023* NAD 83(1986)-  31 35 04.     (N)    095 50 55.     (W)     SCALED    
 BY2023* NAVD 88     -        85.554  (meters)     280.69   (feet)  ADJUSTED  
 BY2023  ___________________________________________________________________
 BY2023  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY2023  DYNAMIC HT  -          85.450 (meters)     280.35  (feet)  COMP
 BY2023  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 BY2023
 BY2023  VERT ORDER  -  FIRST     CLASS II
 BY2023
 BY2023.The horizontal coordinates were scaled from a topographic map and have
 BY2023.an estimated accuracy of +/- 6 seconds.
 BY2023
 BY2023.The orthometric height was determined by differential leveling
 BY2023.and adjusted by the National Geodetic Survey in June 1991..
 BY2023
 BY2023.The geoid height was determined by GEOID03.
 BY2023
 BY2023.The dynamic height is computed by dividing the NAVD 88
 BY2023.geopotential number by the normal gravity value computed on the
 BY2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2023.degrees latitude (g = 980.6199 gals.).
 BY2023
 BY2023.The modeled gravity was interpolated from observed gravity values.
 BY2023
 BY2023;                    North         East    Units  Estimated Accuracy
 BY2023;SPC TX C     - 3,221,180.    1,125,530.      MT  (+/- 180 meters Scaled)
 BY2023
 BY2023                          SUPERSEDED SURVEY CONTROL
 BY2023
 BY2023  NGVD 29 (??/??/92)   85.535  (m)          280.63   (f) ADJ UNCH    1 2
 BY2023
 BY2023.Superseded values are not recommended for survey control.
 BY2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2023.See file dsdata.txt to determine how the superseded data were derived.
 BY2023
 BY2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ296978(NAD 83)
 BY2023_MARKER: DB = BENCH MARK DISK
 BY2023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2023_SP_SET: BUILDING
 BY2023_STAMPING: A 67 1939 ELEV 280.829
 BY2023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2023
 BY2023  HISTORY     - Date     Condition        Report By
 BY2023  HISTORY     - 1939     MONUMENTED       CGS
 BY2023  HISTORY     - 1952     GOOD             NGS
 BY2023  HISTORY     - 1980     GOOD             NGS
 BY2023  HISTORY     - 1990     GOOD             USPSQD
 BY2023
 BY2023                          STATION DESCRIPTION
 BY2023
 BY2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2023'IN OAKWOOD.
 BY2023'AT OAKWOOD, AT THE INTERSECTION OF MAIN AND COMMERCE STREETS, 65 FEET
 BY2023'SOUTHWEST OF THE CENTER LINE OF MAIN STREET, 48 FEET NORTHWEST OF THE
 BY2023'CENTER LINE OF COMMERCE STREET, SET VERTICALLY IN THE SOUTHEAST BRICK
 BY2023'WALL OF THE OAKWOOD STATE BANK BUILDING, 6.9 FEET NORTHEAST OF THE
 BY2023'CENTER OF THE FIRST WINDOW EAST OF THE MAIN ENTRANCE OF THE BUILDING,
 BY2023'2.4 FEET ABOVE THE SIDEWALK.
 BY2023
 BY2023                          STATION RECOVERY (1980)
 BY2023
 BY2023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2023'RECOVERED IN GOOD CONDITION.
 BY2023
 BY2023                          STATION RECOVERY (1990)
 BY2023
 BY2023'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1022 ***********************************************************************
 AB1022  DESIGNATION -  A 670
 AB1022  PID         -  AB1022
 AB1022  STATE/COUNTY-  TX/KENEDY
 AB1022  USGS QUAD   -  NORIAS (1982)
 AB1022
 AB1022                         *CURRENT SURVEY CONTROL
 AB1022  ___________________________________________________________________
 AB1022* NAD 83(1986)-  26 47 28.     (N)    097 46 12.     (W)     SCALED    
 AB1022* NAVD 88     -         4.278  (meters)      14.04   (feet)  ADJUSTED  
 AB1022  ___________________________________________________________________
 AB1022  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AB1022  DYNAMIC HT  -           4.271 (meters)      14.01  (feet)  COMP
 AB1022  MODELED GRAV-     979,068.6   (mgal)                       NAVD 88
 AB1022
 AB1022  VERT ORDER  -  FIRST     CLASS II
 AB1022
 AB1022.The horizontal coordinates were scaled from a topographic map and have
 AB1022.an estimated accuracy of +/- 6 seconds.
 AB1022
 AB1022.The orthometric height was determined by differential leveling
 AB1022.and adjusted by the National Geodetic Survey in June 1991..
 AB1022.WARNING-Repeat measurements at this control monument indicate possible
 AB1022.vertical movement.
 AB1022
 AB1022.The geoid height was determined by GEOID03.
 AB1022
 AB1022.The dynamic height is computed by dividing the NAVD 88
 AB1022.geopotential number by the normal gravity value computed on the
 AB1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1022.degrees latitude (g = 980.6199 gals.).
 AB1022
 AB1022.The modeled gravity was interpolated from observed gravity values.
 AB1022
 AB1022;                    North         East    Units  Estimated Accuracy
 AB1022;SPC TX S     - 5,124,790.      372,580.      MT  (+/- 180 meters Scaled)
 AB1022
 AB1022                          SUPERSEDED SURVEY CONTROL
 AB1022
 AB1022.No superseded survey control is available for this station.
 AB1022
 AB1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ222638(NAD 83)
 AB1022_MARKER: DB = BENCH MARK DISK
 AB1022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB1022_SP_SET: CULVERT
 AB1022_STAMPING: A 670 1942
 AB1022_MARK LOGO: CGS   
 AB1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1022
 AB1022  HISTORY     - Date     Condition        Report By
 AB1022  HISTORY     - 1942     MONUMENTED       CGS
 AB1022  HISTORY     - 1981     GOOD             NGS
 AB1022
 AB1022                          STATION DESCRIPTION
 AB1022
 AB1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1022'0.6 MI E FROM NORIAS.
 AB1022'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORIAS, PROCEED
 AB1022'EASTERLY ON GRADED ROAD TO THE NORIAS RANCH HEADQUARTERS AND GO 0.6
 AB1022'MILE TO A SMALL CONCRETE BOX CULVERT AND SITE OF BENCH MARK. BENCH
 AB1022'MARK IS SET HORIZONTALLY IN TOP OF THE NORTHEAST CORNER OF THE
 AB1022'CULVERT, IT IS 6.0 FEET EAST OF AND THE SAME ELEVATION AS THE
 AB1022'CENTERLINE OF THE ROAD.
 AB1022
 AB1022                          STATION RECOVERY (1981)
 AB1022
 AB1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB1022'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1022'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 29.4 KM (18.3 MI) NORTH
 AB1022'ALONG U.S. HIGHWAY 77, THENCE 1.0 KM (0.6 MI) NORTHEAST (PASSING
 AB1022'THROUGH A LOCKED GATE) ALONG AN ASPHALT ROAD, SET IN TOP OF THE NORTH
 AB1022'END OF THE EAST CONCRETE HEADWALL OF A SMALL CULVERT, AND 1.8 METERS
 AB1022'(6.0 FT) EAST OF THE CENTER OF THE ROAD.
 AB1022'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0487 ***********************************************************************
 AB0487  DESIGNATION -  A 671 RESET 1964
 AB0487  PID         -  AB0487
 AB0487  STATE/COUNTY-  TX/WILLACY
 AB0487  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0487
 AB0487                         *CURRENT SURVEY CONTROL
 AB0487  ___________________________________________________________________
 AB0487* NAD 83(1986)-  26 28 54.     (N)    097 46 07.     (W)     SCALED    
 AB0487* NAVD 88     -         8.84   (meters)      29.0    (feet)  RESET     
 AB0487  ___________________________________________________________________
 AB0487  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AB0487
 AB0487  VERT ORDER  -  THIRD
 AB0487
 AB0487.The horizontal coordinates were scaled from a topographic map and have
 AB0487.an estimated accuracy of +/- 6 seconds.
 AB0487
 AB0487.The orthometric height was computed from unverified reset data.
 AB0487
 AB0487.The geoid height was determined by GEOID03.
 AB0487
 AB0487;                    North         East    Units  Estimated Accuracy
 AB0487;SPC TX S     - 5,090,510.      372,920.      MT  (+/- 180 meters Scaled)
 AB0487
 AB0487                          SUPERSEDED SURVEY CONTROL
 AB0487
 AB0487.No superseded survey control is available for this station.
 AB0487
 AB0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ227296(NAD 83)
 AB0487_MARKER: DB = BENCH MARK DISK
 AB0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0487_SP_SET: CULVERT
 AB0487_STAMPING: A 671 RESET 1964
 AB0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0487
 AB0487  HISTORY     - Date     Condition        Report By
 AB0487  HISTORY     - 1964     MONUMENTED       CGS
 AB0487  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0487  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0487  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0487
 AB0487                          STATION DESCRIPTION
 AB0487
 AB0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AB0487'0.8 MI E FROM RAYMONDVILLE.
 AB0487'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 186 FROM THE JUNCTION OF STATE
 AB0487'HIGHWAY 186 AND U.S. HIGHWAY 77 IN RAYMONDVILLE.  23.5 FEET SOUTH OF
 AB0487'THE CENTER LINE OF HIGHWAY, 88 FEET WEST OF THE CENTER OF A
 AB0487'NORTH-SOUTH ROAD, AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 44+
 AB0487'64.9, AT A CONCRETE CULVERT, AND IN THE TOP OF THE SOUTH HEADWALL.
 AB0487
 AB0487                          STATION RECOVERY (1987)
 AB0487
 AB0487'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0487'MARK NOT FOUND.
 AB0487
 AB0487                          STATION RECOVERY (1988)
 AB0487
 AB0487'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0487'MARK NOT FOUND.
 AB0487
 AB0487                          STATION RECOVERY (2004)
 AB0487
 AB0487'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0191 ***********************************************************************
 AB0191  DESIGNATION -  A 672
 AB0191  PID         -  AB0191
 AB0191  STATE/COUNTY-  TX/WILLACY
 AB0191  USGS QUAD   -  PORT MANSFIELD (1975)
 AB0191
 AB0191                         *CURRENT SURVEY CONTROL
 AB0191  ___________________________________________________________________
 AB0191* NAD 83(1986)-  26 32 12.     (N)    097 26 47.     (W)     SCALED    
 AB0191* NAVD 88     -         2.636  (meters)       8.65   (feet)  ADJUSTED  
 AB0191  ___________________________________________________________________
 AB0191  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AB0191  DYNAMIC HT  -           2.632 (meters)       8.64  (feet)  COMP
 AB0191  MODELED GRAV-     979,074.5   (mgal)                       NAVD 88
 AB0191
 AB0191  VERT ORDER  -  SECOND    CLASS 0
 AB0191
 AB0191.The horizontal coordinates were scaled from a topographic map and have
 AB0191.an estimated accuracy of +/- 6 seconds.
 AB0191
 AB0191.The orthometric height was determined by differential leveling
 AB0191.and adjusted by the National Geodetic Survey in June 1991..
 AB0191
 AB0191.The geoid height was determined by GEOID03.
 AB0191
 AB0191.The dynamic height is computed by dividing the NAVD 88
 AB0191.geopotential number by the normal gravity value computed on the
 AB0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0191.degrees latitude (g = 980.6199 gals.).
 AB0191
 AB0191.The modeled gravity was interpolated from observed gravity values.
 AB0191
 AB0191;                    North         East    Units  Estimated Accuracy
 AB0191;SPC TX S     - 5,096,830.      404,990.      MT  (+/- 180 meters Scaled)
 AB0191
 AB0191                          SUPERSEDED SURVEY CONTROL
 AB0191
 AB0191  NGVD 29 (??/??/92)    2.702  (m)            8.86   (f) ADJ UNCH    2 0
 AB0191
 AB0191.Superseded values are not recommended for survey control.
 AB0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0191.See file dsdata.txt to determine how the superseded data were derived.
 AB0191
 AB0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ547360(NAD 83)
 AB0191_MARKER: DB = BENCH MARK DISK
 AB0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0191_STAMPING: A 672 1942
 AB0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0191+STABILITY: SURFACE MOTION
 AB0191
 AB0191  HISTORY     - Date     Condition        Report By
 AB0191  HISTORY     - 1942     MONUMENTED       CGS
 AB0191
 AB0191                          STATION DESCRIPTION
 AB0191
 AB0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0191'23.0 MI E FROM RAYMONDVILLE.
 AB0191'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0191'PROCEED EASTERLY ON STATE HIGHWAY NO. 186, GO 8.7 MILES TO THE
 AB0191'INTERSECTION OF THE ROAD TO SAN PERLITA, CONTINUE EASTERLY ON PAVED
 AB0191'AND DIRT ROAD, GO 2.5 MILES, TURN NORTH (LEFT) AND GO 0.8 MILE TO A T
 AB0191'ROAD INTERSECTION,TURN EAST (RIGHT) AND GO 9.5 MILES TO A SHARP TURN
 AB0191'TO THE NORTH, TURN NORTH (LEFT) AND GO 1.5 MILES TO SITE OF BENCH
 AB0191'MARK.  BENCH MARK IS ABOUT 0.2 MILE SOUTH OF A SHARP CURVE TO THE
 AB0191'EAST, 51.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AB0191'OF THE ROAD, 3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST AND
 AB0191'1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1080 ***********************************************************************
 AB1080  DESIGNATION -  A 673
 AB1080  PID         -  AB1080
 AB1080  STATE/COUNTY-  TX/WILLACY
 AB1080  USGS QUAD   -  EL JARDIN (1975)
 AB1080
 AB1080                         *CURRENT SURVEY CONTROL
 AB1080  ___________________________________________________________________
 AB1080* NAD 83(1986)-  26 34 44.     (N)    097 36 42.     (W)     SCALED    
 AB1080* NAVD 88     -        10.460  (meters)      34.32   (feet)  ADJUSTED  
 AB1080  ___________________________________________________________________
 AB1080  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AB1080  DYNAMIC HT  -          10.444 (meters)      34.27  (feet)  COMP
 AB1080  MODELED GRAV-     979,065.1   (mgal)                       NAVD 88
 AB1080
 AB1080  VERT ORDER  -  SECOND    CLASS 0
 AB1080
 AB1080.The horizontal coordinates were scaled from a topographic map and have
 AB1080.an estimated accuracy of +/- 6 seconds.
 AB1080
 AB1080.The orthometric height was determined by differential leveling
 AB1080.and adjusted by the National Geodetic Survey in June 1991..
 AB1080
 AB1080.The geoid height was determined by GEOID03.
 AB1080
 AB1080.The dynamic height is computed by dividing the NAVD 88
 AB1080.geopotential number by the normal gravity value computed on the
 AB1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1080.degrees latitude (g = 980.6199 gals.).
 AB1080
 AB1080.The modeled gravity was interpolated from observed gravity values.
 AB1080
 AB1080;                    North         East    Units  Estimated Accuracy
 AB1080;SPC TX S     - 5,101,380.      388,490.      MT  (+/- 180 meters Scaled)
 AB1080
 AB1080                          SUPERSEDED SURVEY CONTROL
 AB1080
 AB1080  NGVD 29 (??/??/92)   10.529  (m)           34.54   (f) ADJ UNCH    2 0
 AB1080
 AB1080.Superseded values are not recommended for survey control.
 AB1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1080.See file dsdata.txt to determine how the superseded data were derived.
 AB1080
 AB1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ382405(NAD 83)
 AB1080_MARKER: DB = BENCH MARK DISK
 AB1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1080_STAMPING: A 673 1942
 AB1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1080+STABILITY: SURFACE MOTION
 AB1080
 AB1080  HISTORY     - Date     Condition        Report By
 AB1080  HISTORY     - 1942     MONUMENTED       CGS
 AB1080  HISTORY     - 1956     GOOD             USGS
 AB1080
 AB1080                          STATION DESCRIPTION
 AB1080
 AB1080'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1080'4.0 MI N FROM SAUZ RANCH.
 AB1080'EL SAUZ RANCH, 6.8 MILES NORTH ALONG MAIN ROAD TO A ROAD JUNCTION,
 AB1080'THEN CONTINUE NORTH ALONG ROAD FOR 0.4 MILE TO OLD COUNTY LINE, THEN
 AB1080'WEST ALONG OLD COUNTY LINE FOR 1.4 MILES.  BENCH MARK IS 15 FEET NORTH
 AB1080'OF OLD COUNTY LINE AND 3 FEET WEST OF A WHITE WITNESS POST, AND IS SET
 AB1080'IN THE TOP OF A CONCRETE POST, PROJECTING 0.6 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0543 ***********************************************************************
 AB0543  DESIGNATION -  A 674
 AB0543  PID         -  AB0543
 AB0543  STATE/COUNTY-  TX/WILLACY
 AB0543  USGS QUAD   -  WILLAMAR (1982)
 AB0543
 AB0543                         *CURRENT SURVEY CONTROL
 AB0543  ___________________________________________________________________
 AB0543* NAD 83(1986)-  26 24 16.     (N)    097 35 56.     (W)     SCALED    
 AB0543* NAVD 88     -         5.849  (meters)      19.19   (feet)  ADJUSTED  
 AB0543  ___________________________________________________________________
 AB0543  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AB0543  DYNAMIC HT  -           5.839 (meters)      19.16  (feet)  COMP
 AB0543  MODELED GRAV-     979,055.5   (mgal)                       NAVD 88
 AB0543
 AB0543  VERT ORDER  -  SECOND    CLASS 0
 AB0543
 AB0543.The horizontal coordinates were scaled from a topographic map and have
 AB0543.an estimated accuracy of +/- 6 seconds.
 AB0543
 AB0543.The orthometric height was determined by differential leveling
 AB0543.and adjusted by the National Geodetic Survey in June 1991..
 AB0543
 AB0543.The geoid height was determined by GEOID03.
 AB0543
 AB0543.The dynamic height is computed by dividing the NAVD 88
 AB0543.geopotential number by the normal gravity value computed on the
 AB0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0543.degrees latitude (g = 980.6199 gals.).
 AB0543
 AB0543.The modeled gravity was interpolated from observed gravity values.
 AB0543
 AB0543;                    North         East    Units  Estimated Accuracy
 AB0543;SPC TX S     - 5,082,060.      389,900.      MT  (+/- 180 meters Scaled)
 AB0543
 AB0543                          SUPERSEDED SURVEY CONTROL
 AB0543
 AB0543  NGVD 29 (??/??/92)    5.924  (m)           19.44   (f) ADJ UNCH    2 0
 AB0543
 AB0543.Superseded values are not recommended for survey control.
 AB0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0543.See file dsdata.txt to determine how the superseded data were derived.
 AB0543
 AB0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ397212(NAD 83)
 AB0543_MARKER: DB = BENCH MARK DISK
 AB0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0543_STAMPING: A 674 1942
 AB0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0543+STABILITY: SURFACE MOTION
 AB0543
 AB0543  HISTORY     - Date     Condition        Report By
 AB0543  HISTORY     - 1942     MONUMENTED       CGS
 AB0543  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0543
 AB0543                          STATION DESCRIPTION
 AB0543
 AB0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0543'16.4 MI SE FROM RAYMONDVILLE.
 AB0543'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB0543'PROCEED EASTERLY ON STATE HIGHWAY NO. 186.  GO 10.0 MILES TO
 AB0543'INTERSECTION OF ROAD TO WILLAMAR.  TURN SOUTH (RIGHT) GO 1.8 MILES TO
 AB0543'WILLAMAR GIN.  TURN EAST (LEFT) GO 0.2 MILE.  TURN SOUTH (RIGHT) GO
 AB0543'2.0 MILES TURN EAST (LEFT) GO 1.0 MILE.  TURN SOUTH (RIGHT) AND GO 1.4
 AB0543'MILES TO A T ROAD INTERSECTION AND SITE OF BENCH MARK.  BENCH MARK IS
 AB0543'39 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  16 FEET NORTH
 AB0543'OF THE CENTERLINE OF THE EAST-WEST ROAD.  5.0 FEET EAST OF THE
 AB0543'RIGHT-OF-WAY FENCE CORNER.  3.0 FEET WEST OF A 4 BY 4 INCH WOODEN
 AB0543'MARKER POST AND 1.0 FEET SOUTH OF FENCE LINE.  A STANDARD DISK STAMPED
 AB0543'A 674 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET.
 AB0543
 AB0543                          STATION RECOVERY (1987)
 AB0543
 AB0543'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0565 ***********************************************************************
 AB0565  DESIGNATION -  A 675
 AB0565  PID         -  AB0565
 AB0565  STATE/COUNTY-  TX/CAMERON
 AB0565  USGS QUAD   -  PASO REAL (1980)
 AB0565
 AB0565                         *CURRENT SURVEY CONTROL
 AB0565  ___________________________________________________________________
 AB0565* NAD 83(1986)-  26 16 16.     (N)    097 35 16.     (W)     SCALED    
 AB0565* NAVD 88     -         5.648  (meters)      18.53   (feet)  ADJUSTED  
 AB0565  ___________________________________________________________________
 AB0565  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AB0565  DYNAMIC HT  -           5.639 (meters)      18.50  (feet)  COMP
 AB0565  MODELED GRAV-     979,048.0   (mgal)                       NAVD 88
 AB0565
 AB0565  VERT ORDER  -  SECOND    CLASS 0
 AB0565
 AB0565.The horizontal coordinates were scaled from a topographic map and have
 AB0565.an estimated accuracy of +/- 6 seconds.
 AB0565
 AB0565.The orthometric height was determined by differential leveling
 AB0565.and adjusted by the National Geodetic Survey in June 1991..
 AB0565
 AB0565.The geoid height was determined by GEOID03.
 AB0565
 AB0565.The dynamic height is computed by dividing the NAVD 88
 AB0565.geopotential number by the normal gravity value computed on the
 AB0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0565.degrees latitude (g = 980.6199 gals.).
 AB0565
 AB0565.The modeled gravity was interpolated from observed gravity values.
 AB0565
 AB0565;                    North         East    Units  Estimated Accuracy
 AB0565;SPC TX S     - 5,067,300.      391,120.      MT  (+/- 180 meters Scaled)
 AB0565
 AB0565                          SUPERSEDED SURVEY CONTROL
 AB0565
 AB0565  NGVD 29 (??/??/92)    5.740  (m)           18.83   (f) ADJ UNCH    2 0
 AB0565
 AB0565.Superseded values are not recommended for survey control.
 AB0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0565.See file dsdata.txt to determine how the superseded data were derived.
 AB0565
 AB0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ410064(NAD 83)
 AB0565_MARKER: DB = BENCH MARK DISK
 AB0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0565_STAMPING: A 675 1942
 AB0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0565+STABILITY: SURFACE MOTION
 AB0565
 AB0565  HISTORY     - Date     Condition        Report By
 AB0565  HISTORY     - 1942     MONUMENTED       CGS
 AB0565  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0565
 AB0565                          STATION DESCRIPTION
 AB0565
 AB0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0565'3.3 MI NW FROM RIO HONDO.
 AB0565'TO REACH FROM THE HIGH SCHOOL AT RIO HONDO, PROCEED WESTERLY ON PAVED
 AB0565'ROAD, GO 0.7 MILE.  TURN NORTHERLY (RIGHT) AND GO 2.6 MILES TO THE
 AB0565'SOUTH EDGE OF A CULTIVATED FIELD ON THE WEST SIDE OF THE ROAD AND SITE
 AB0565'OF BENCH MARK.  BENCH MARK IS 29 FEET EAST OF AND ABOUT THE SAME
 AB0565'ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A 4 BY 4
 AB0565'INCH WOODEN MARKER POST.  1.0 FOOT WEST OF THE RIGHT-OF-WAY FENCE. AND
 AB0565'DIRECTLY ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF THE FIELD.
 AB0565
 AB0565                          STATION RECOVERY (1987)
 AB0565
 AB0565'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0566 ***********************************************************************
 AB0566  DESIGNATION -  A 675 RESET 1950
 AB0566  PID         -  AB0566
 AB0566  STATE/COUNTY-  TX/CAMERON
 AB0566  USGS QUAD   -  PASO REAL (1980)
 AB0566
 AB0566                         *CURRENT SURVEY CONTROL
 AB0566  ___________________________________________________________________
 AB0566* NAD 83(1986)-  26 16 16.     (N)    097 35 16.     (W)     SCALED    
 AB0566* NAVD 88     -         5.66   (meters)      18.6    (feet)  RESET     
 AB0566  ___________________________________________________________________
 AB0566  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AB0566
 AB0566  VERT ORDER  -  THIRD
 AB0566
 AB0566.The horizontal coordinates were scaled from a topographic map and have
 AB0566.an estimated accuracy of +/- 6 seconds.
 AB0566
 AB0566.The orthometric height was computed from unverified reset data.
 AB0566
 AB0566.The geoid height was determined by GEOID03.
 AB0566
 AB0566;                    North         East    Units  Estimated Accuracy
 AB0566;SPC TX S     - 5,067,300.      391,120.      MT  (+/- 180 meters Scaled)
 AB0566
 AB0566                          SUPERSEDED SURVEY CONTROL
 AB0566
 AB0566.No superseded survey control is available for this station.
 AB0566
 AB0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ410064(NAD 83)
 AB0566_MARKER: DB = BENCH MARK DISK
 AB0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0566_STAMPING: A 675 1942 RESET
 AB0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0566+STABILITY: SURFACE MOTION
 AB0566
 AB0566  HISTORY     - Date     Condition        Report By
 AB0566  HISTORY     - 1950     MONUMENTED       TXHD
 AB0566  HISTORY     - 1950     GOOD             TXHD
 AB0566  HISTORY     - 1959     GOOD             LOCENG
 AB0566
 AB0566                          STATION DESCRIPTION
 AB0566
 AB0566'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AB0566'0.7 MI W FROM RIO HONDO.
 AB0566'0.7 MILE WEST ALONG A PAVED ROAD FROM THE HIGH SCHOOL AT RIO HONDO,
 AB0566'CAMERON COUNTY, 2.6 MILES NORTH ALONG A ROAD.  AT THE SOUTH EDGE OF A
 AB0566'CULTIVATED FIELD ON THE WEST SIDE OF THE ROAD, DIRECTLY ACROSS THE
 AB0566'ROAD FROM THE SOUTHEAST CORNER OF THE FIELD, AND 40 FEET EAST OF THE
 AB0566'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED A 675 1942 RESET AND
 AB0566'SET IN THE TOP OF A CONCRETE POST.
 AB0566
 AB0566                          STATION RECOVERY (1959)
 AB0566
 AB0566'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AB0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0616 ***********************************************************************
 AB0616  DESIGNATION -  A 677
 AB0616  PID         -  AB0616
 AB0616  STATE/COUNTY-  TX/CAMERON
 AB0616  USGS QUAD   -  RIO HONDO (1980)
 AB0616
 AB0616                         *CURRENT SURVEY CONTROL
 AB0616  ___________________________________________________________________
 AB0616* NAD 83(1986)-  26 12 02.     (N)    097 34 27.     (W)     SCALED    
 AB0616* NAVD 88     -         9.211  (meters)      30.22   (feet)  ADJUSTED  
 AB0616  ___________________________________________________________________
 AB0616  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 AB0616  DYNAMIC HT  -           9.196 (meters)      30.17  (feet)  COMP
 AB0616  MODELED GRAV-     979,043.9   (mgal)                       NAVD 88
 AB0616
 AB0616  VERT ORDER  -  SECOND    CLASS 0
 AB0616
 AB0616.The horizontal coordinates were scaled from a topographic map and have
 AB0616.an estimated accuracy of +/- 6 seconds.
 AB0616
 AB0616.The orthometric height was determined by differential leveling
 AB0616.and adjusted by the National Geodetic Survey in June 1991..
 AB0616
 AB0616.The geoid height was determined by GEOID03.
 AB0616
 AB0616.The dynamic height is computed by dividing the NAVD 88
 AB0616.geopotential number by the normal gravity value computed on the
 AB0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0616.degrees latitude (g = 980.6199 gals.).
 AB0616
 AB0616.The modeled gravity was interpolated from observed gravity values.
 AB0616
 AB0616;                    North         East    Units  Estimated Accuracy
 AB0616;SPC TX S     - 5,059,490.      392,530.      MT  (+/- 180 meters Scaled)
 AB0616
 AB0616                          SUPERSEDED SURVEY CONTROL
 AB0616
 AB0616.No superseded survey control is available for this station.
 AB0616
 AB0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP424986(NAD 83)
 AB0616_MARKER: DB = BENCH MARK DISK
 AB0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0616_STAMPING: A 677 1942
 AB0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0616+STABILITY: SURFACE MOTION
 AB0616
 AB0616  HISTORY     - Date     Condition        Report By
 AB0616  HISTORY     - 1942     MONUMENTED       CGS
 AB0616  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0616  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0616
 AB0616                          STATION DESCRIPTION
 AB0616
 AB0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0616'3.0 MI SE FROM RIO HONDO.
 AB0616'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0616'HONDO, CAMERON COUNTY, 2.1 MILES SOUTH ALONG THE HIGHWAY, 5.9 MILES
 AB0616'NORTHEAST OF SAN BENITO, 0.6 MILE NORTH OF THE CROSSING OF THE
 AB0616'SOUTHERN PACIFIC RAILROAD AT LANTANA, 59 FEET NORTHEAST OF THE
 AB0616'NORTHEAST CORNER OF A FARMHOUSE, 35 FEET WEST OF AND LEVEL WITH THE
 AB0616'CENTERLINE OF THE HIGHWAY, 12 FEET NORTH OF A PRIVATE DRIVEWAY, 6 FEET
 AB0616'NORTHWEST OF A PROPERTY LINE MARKER POST, AND 3 FEET SOUTH OF A WHITE
 AB0616'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 677 1942 AND SET IN
 AB0616'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0616
 AB0616                          STATION RECOVERY (1988)
 AB0616
 AB0616'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0616'MARK NOT FOUND.
 AB0616
 AB0616                          STATION RECOVERY (1988)
 AB0616
 AB0616'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0270 ***********************************************************************
 AB0270  DESIGNATION -  A 678
 AB0270  PID         -  AB0270
 AB0270  STATE/COUNTY-  TX/CAMERON
 AB0270  USGS QUAD   -  LOS FRESNOS (1983)
 AB0270
 AB0270                         *CURRENT SURVEY CONTROL
 AB0270  ___________________________________________________________________
 AB0270* NAD 83(1986)-  26 03 31.     (N)    097 28 37.     (W)     SCALED    
 AB0270* NAVD 88     -         3.815  (meters)      12.52   (feet)  POSTED    
 AB0270  ___________________________________________________________________
 AB0270  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 AB0270  DYNAMIC HT  -           3.810 (meters)      12.50  (feet)  COMP
 AB0270  MODELED GRAV-     979,042.2   (mgal)                       NAVD 88
 AB0270
 AB0270  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0270
 AB0270.The horizontal coordinates were scaled from a topographic map and have
 AB0270.an estimated accuracy of +/- 6 seconds.
 AB0270
 AB0270.The orthometric height was determined by differential leveling
 AB0270.and adjusted by the National Geodetic Survey in 1992..
 AB0270.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0270.rate of 3.1 thru 4.0 mm/km.
 AB0270
 AB0270.The geoid height was determined by GEOID03.
 AB0270
 AB0270.The dynamic height is computed by dividing the NAVD 88
 AB0270.geopotential number by the normal gravity value computed on the
 AB0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0270.degrees latitude (g = 980.6199 gals.).
 AB0270
 AB0270.The modeled gravity was interpolated from observed gravity values.
 AB0270
 AB0270;                    North         East    Units  Estimated Accuracy
 AB0270;SPC TX S     - 5,043,840.      402,380.      MT  (+/- 180 meters Scaled)
 AB0270
 AB0270                          SUPERSEDED SURVEY CONTROL
 AB0270
 AB0270  NGVD 29 (??/??/92)    3.93   (m)           12.9    (f) COMPUTED    2 0
 AB0270
 AB0270.Superseded values are not recommended for survey control.
 AB0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0270.See file dsdata.txt to determine how the superseded data were derived.
 AB0270
 AB0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP523830(NAD 83)
 AB0270_MARKER: DB = BENCH MARK DISK
 AB0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0270_STAMPING: A 678 1942
 AB0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0270+STABILITY: SURFACE MOTION
 AB0270
 AB0270  HISTORY     - Date     Condition        Report By
 AB0270  HISTORY     - 1942     MONUMENTED       CGS
 AB0270  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0270  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0270
 AB0270                          STATION DESCRIPTION
 AB0270
 AB0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0270'0.9 MI S FROM LOS FRESNOS.
 AB0270'0.9 MILE SOUTH ALONG PAREDES LINE ROAD FROM THE INTERSECTION OF STATE
 AB0270'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, ACROSS THE ROAD FROM
 AB0270'BROWNSVILLE 11 MILES CONCRETE MILEPOST, 49 FEET EAST OF AND LEVEL WITH
 AB0270'THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AB0270'POST, AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 AB0270'STAMPED A 678 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0270'0.6 FOOT ABOVE GROUND.
 AB0270
 AB0270                          STATION RECOVERY (1987)
 AB0270
 AB0270'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0270'MARK NOT FOUND.
 AB0270
 AB0270                          STATION RECOVERY (1987)
 AB0270
 AB0270'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0016 ***********************************************************************
 AB0016  DESIGNATION -  A 679 USGS
 AB0016  PID         -  AB0016
 AB0016  STATE/COUNTY-  TX/CAMERON
 AB0016  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0016
 AB0016                         *CURRENT SURVEY CONTROL
 AB0016  ___________________________________________________________________
 AB0016* NAD 83(1986)-  25 57 18.     (N)    097 27 17.     (W)     SCALED    
 AB0016* NAVD 88     -         4.990  (meters)      16.37   (feet)  ADJUSTED  
 AB0016  ___________________________________________________________________
 AB0016  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 AB0016  DYNAMIC HT  -           4.982 (meters)      16.35  (feet)  COMP
 AB0016  MODELED GRAV-     979,034.4   (mgal)                       NAVD 88
 AB0016
 AB0016  VERT ORDER  -  FIRST     CLASS II
 AB0016
 AB0016.The horizontal coordinates were scaled from a topographic map and have
 AB0016.an estimated accuracy of +/- 6 seconds.
 AB0016
 AB0016.The orthometric height was determined by differential leveling
 AB0016.and adjusted by the National Geodetic Survey in June 1991..
 AB0016
 AB0016.The geoid height was determined by GEOID03.
 AB0016
 AB0016.The dynamic height is computed by dividing the NAVD 88
 AB0016.geopotential number by the normal gravity value computed on the
 AB0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0016.degrees latitude (g = 980.6199 gals.).
 AB0016
 AB0016.The modeled gravity was interpolated from observed gravity values.
 AB0016
 AB0016;                    North         East    Units  Estimated Accuracy
 AB0016;SPC TX S     - 5,032,380.      404,700.      MT  (+/- 180 meters Scaled)
 AB0016
 AB0016                          SUPERSEDED SURVEY CONTROL
 AB0016
 AB0016  NGVD 29 (??/??/92)    5.086  (m)           16.69   (f) ADJ UNCH    1 2
 AB0016
 AB0016.Superseded values are not recommended for survey control.
 AB0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0016.See file dsdata.txt to determine how the superseded data were derived.
 AB0016
 AB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP547716(NAD 83)
 AB0016_MARKER: DD = SURVEY DISK
 AB0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0016_STAMPING: A 679 1942
 AB0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0016+STABILITY: SURFACE MOTION
 AB0016
 AB0016  HISTORY     - Date     Condition        Report By
 AB0016  HISTORY     - 1942     MONUMENTED       USGS
 AB0016  HISTORY     - 1955     MARK NOT FOUND   NGS
 AB0016  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0016  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0016  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0016  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0016
 AB0016                          STATION DESCRIPTION
 AB0016
 AB0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 AB0016'5.0 MI NE FROM BROWNSVILLE.
 AB0016'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION OF U.
 AB0016'S. HIGHWAY 83 AT BROWNSVILLE, CAMERON COUNTY, THENCE 0.6 MILE
 AB0016'NORTHEAST ALONG STATE HIGHWAY 48, AND 2.0 MILES NORTH ALONG A GRADED
 AB0016'DIRT ROAD, 250 FEET NORTH OF A SMALL BRIDGE, 36 FEET EAST OF THE
 AB0016'CENTERLINE OF THE ROAD, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 AB0016'AND LEVEL WITH THE ROAD.  A STANDARD DISK, SET IN THE TOP OF A
 AB0016'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0016
 AB0016                          STATION RECOVERY (1982)
 AB0016
 AB0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0016'NOT RECOVERED, NOTE, NOT RECOVERED IN 1955.
 AB0016
 AB0016                          STATION RECOVERY (1987)
 AB0016
 AB0016'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0016'MARK NOT FOUND.
 AB0016
 AB0016                          STATION RECOVERY (1990)
 AB0016
 AB0016'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0016'MARK NOT FOUND.
 AB0016
 AB0016                          STATION RECOVERY (1991)
 AB0016
 AB0016'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0158 ***********************************************************************
 AB0158  DESIGNATION -  A 680
 AB0158  PID         -  AB0158
 AB0158  STATE/COUNTY-  TX/CAMERON
 AB0158  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0158
 AB0158                         *CURRENT SURVEY CONTROL
 AB0158  ___________________________________________________________________
 AB0158* NAD 83(1986)-  25 54 34.     (N)    097 30 25.     (W)     SCALED    
 AB0158* NAVD 88     -        10.829  (meters)      35.53   (feet)  ADJUSTED  
 AB0158  ___________________________________________________________________
 AB0158  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 AB0158  DYNAMIC HT  -          10.811 (meters)      35.47  (feet)  COMP
 AB0158  MODELED GRAV-     979,027.3   (mgal)                       NAVD 88
 AB0158
 AB0158  VERT ORDER  -  FIRST     CLASS II
 AB0158
 AB0158.The horizontal coordinates were scaled from a topographic map and have
 AB0158.an estimated accuracy of +/- 6 seconds.
 AB0158
 AB0158.The orthometric height was determined by differential leveling
 AB0158.and adjusted by the National Geodetic Survey in June 1991..
 AB0158
 AB0158.The geoid height was determined by GEOID03.
 AB0158
 AB0158.The dynamic height is computed by dividing the NAVD 88
 AB0158.geopotential number by the normal gravity value computed on the
 AB0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0158.degrees latitude (g = 980.6199 gals.).
 AB0158
 AB0158.The modeled gravity was interpolated from observed gravity values.
 AB0158
 AB0158;                    North         East    Units  Estimated Accuracy
 AB0158;SPC TX S     - 5,027,290.      399,510.      MT  (+/- 180 meters Scaled)
 AB0158
 AB0158                          SUPERSEDED SURVEY CONTROL
 AB0158
 AB0158  NGVD 29 (??/??/92)   10.910  (m)           35.79   (f) ADJ UNCH    1 2
 AB0158
 AB0158.Superseded values are not recommended for survey control.
 AB0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0158.See file dsdata.txt to determine how the superseded data were derived.
 AB0158
 AB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP495665(NAD 83)
 AB0158_MARKER: DB = BENCH MARK DISK
 AB0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0158_SP_SET: STEP
 AB0158_STAMPING: A 680 1942
 AB0158_MARK LOGO: CGS   
 AB0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0158
 AB0158  HISTORY     - Date     Condition        Report By
 AB0158  HISTORY     - 1942     MONUMENTED       CGS
 AB0158  HISTORY     - 1951     GOOD             NGS
 AB0158  HISTORY     - 1981     GOOD             NGS
 AB0158  HISTORY     - 1988     GOOD             USPSQD
 AB0158  HISTORY     - 1988     GOOD             USPSQD
 AB0158  HISTORY     - 19910313 GOOD             USPSQD
 AB0158  HISTORY     - 19950213 GOOD             USPSQD
 AB0158
 AB0158                          STATION DESCRIPTION
 AB0158
 AB0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0158'IN BROWNSVILLE.
 AB0158'AT BROWNSVILLE, CAMERON COUNTY, AT THE INTERSECTION OF NORTHWEST
 AB0158'ELIZABETH STREET AND PALM BOULEVARD, AT THE MAIN ENTRANCE TO THE
 AB0158'BROWNSVILLE JUNIOR HIGH SCHOOL, 7 FEET SOUTHEAST OF THE CENTERLINE OF
 AB0158'THE ENTRANCE WALK, IN THE TOP OF THE SOUTHEAST END OF THE FIRST
 AB0158'CONCRETE STEP, AND 0.6 FOOT HIGHER THAN THE WALK.
 AB0158
 AB0158                          STATION RECOVERY (1951)
 AB0158
 AB0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0158'RECOVERED IN GOOD CONDITION.
 AB0158
 AB0158                          STATION RECOVERY (1981)
 AB0158
 AB0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0158'AT THE INTERSECTION OF ELIZABETH STREET AND PLAM BOULEVARD AT THE
 AB0158'SOUTHWEST ENTRANCE TO THE BROWNSVILLE JUNIOR HIGH SCHOOL AND SET IN
 AB0158'TOP OF THE SOUTHEAST END OF THE FIRST CONCRETE STEP, 2.1 METERS
 AB0158'(7.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ENTRANCE WALK.
 AB0158'THE MARK IS 0.15 M ABOVE WALK.
 AB0158
 AB0158                          STATION RECOVERY (1988)
 AB0158
 AB0158'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AB0158'RECOVERED IN GOOD CONDITION.
 AB0158
 AB0158                          STATION RECOVERY (1988)
 AB0158
 AB0158'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0158'RECOVERED IN GOOD CONDITION.
 AB0158
 AB0158                          STATION RECOVERY (1991)
 AB0158
 AB0158'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0158'RECOVERED IN GOOD CONDITION.
 AB0158
 AB0158                          STATION RECOVERY (1995)
 AB0158
 AB0158'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0833 ***********************************************************************
 AB0833  DESIGNATION -  A 681
 AB0833  PID         -  AB0833
 AB0833  STATE/COUNTY-  TX/CAMERON
 AB0833  USGS QUAD   -  LA PALOMA (1970)
 AB0833
 AB0833                         *CURRENT SURVEY CONTROL
 AB0833  ___________________________________________________________________
 AB0833* NAD 83(1986)-  26 06 30.     (N)    097 44 19.     (W)     SCALED    
 AB0833* NAVD 88     -        14.968  (meters)      49.11   (feet)  ADJUSTED  
 AB0833  ___________________________________________________________________
 AB0833  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0833  DYNAMIC HT  -          14.943 (meters)      49.03  (feet)  COMP
 AB0833  MODELED GRAV-     979,023.9   (mgal)                       NAVD 88
 AB0833
 AB0833  VERT ORDER  -  SECOND    CLASS 0
 AB0833
 AB0833.The horizontal coordinates were scaled from a topographic map and have
 AB0833.an estimated accuracy of +/- 6 seconds.
 AB0833
 AB0833.The orthometric height was determined by differential leveling
 AB0833.and adjusted by the National Geodetic Survey in June 1991..
 AB0833
 AB0833.The geoid height was determined by GEOID03.
 AB0833
 AB0833.The dynamic height is computed by dividing the NAVD 88
 AB0833.geopotential number by the normal gravity value computed on the
 AB0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0833.degrees latitude (g = 980.6199 gals.).
 AB0833
 AB0833.The modeled gravity was interpolated from observed gravity values.
 AB0833
 AB0833;                    North         East    Units  Estimated Accuracy
 AB0833;SPC TX S     - 5,049,160.      376,160.      MT  (+/- 180 meters Scaled)
 AB0833
 AB0833                          SUPERSEDED SURVEY CONTROL
 AB0833
 AB0833  NGVD 29 (??/??/92)   15.075  (m)           49.46   (f) ADJ UNCH    2 0
 AB0833
 AB0833.Superseded values are not recommended for survey control.
 AB0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0833.See file dsdata.txt to determine how the superseded data were derived.
 AB0833
 AB0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP261882(NAD 83)
 AB0833_MARKER: DD = SURVEY DISK
 AB0833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0833_SP_SET: CULVERT
 AB0833_STAMPING: A 681 1942
 AB0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0833
 AB0833  HISTORY     - Date     Condition        Report By
 AB0833  HISTORY     - 1942     MONUMENTED
 AB0833  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0833  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0833  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0833  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0833
 AB0833                          STATION DESCRIPTION
 AB0833
 AB0833'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0833'0.7 MI NE FROM RANGERVILLE.
 AB0833'0.7 MILE NORTHEAST ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0833'RANGERVILLE, CAMERON COUNTY, 103 FEET SOUTH ACROSS THE ROAD FROM REA
 AB0833'CO-OP POLE NO. 15-169, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AB0833'ROAD, AT A CONCRETE-BOX CULVERT UNDER THE ROAD, IN THE CENTER OF THE
 AB0833'TOP OF THE SOUTHEAST HEADWALL, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AB0833
 AB0833                          STATION RECOVERY (1987)
 AB0833
 AB0833'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0833'MARK NOT FOUND.
 AB0833
 AB0833                          STATION RECOVERY (1991)
 AB0833
 AB0833'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0833'MARK NOT FOUND.
 AB0833
 AB0833                          STATION RECOVERY (1993)
 AB0833
 AB0833'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0857 ***********************************************************************
 AB0857  DESIGNATION -  A 682
 AB0857  PID         -  AB0857
 AB0857  STATE/COUNTY-  TX/CAMERON
 AB0857  USGS QUAD   -  LA PALOMA (1970)
 AB0857
 AB0857                         *CURRENT SURVEY CONTROL
 AB0857  ___________________________________________________________________
 AB0857* NAD 83(1986)-  26 01 27.     (N)    097 37 38.     (W)     SCALED    
 AB0857* NAVD 88     -        15.152  (meters)      49.71   (feet)  ADJUSTED  
 AB0857  ___________________________________________________________________
 AB0857  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 AB0857  DYNAMIC HT  -          15.127 (meters)      49.63  (feet)  COMP
 AB0857  MODELED GRAV-     979,023.3   (mgal)                       NAVD 88
 AB0857
 AB0857  VERT ORDER  -  SECOND    CLASS 0
 AB0857
 AB0857.The horizontal coordinates were scaled from a topographic map and have
 AB0857.an estimated accuracy of +/- 6 seconds.
 AB0857
 AB0857.The orthometric height was determined by differential leveling
 AB0857.and adjusted by the National Geodetic Survey in June 1991..
 AB0857
 AB0857.The geoid height was determined by GEOID03.
 AB0857
 AB0857.The dynamic height is computed by dividing the NAVD 88
 AB0857.geopotential number by the normal gravity value computed on the
 AB0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0857.degrees latitude (g = 980.6199 gals.).
 AB0857
 AB0857.The modeled gravity was interpolated from observed gravity values.
 AB0857
 AB0857;                    North         East    Units  Estimated Accuracy
 AB0857;SPC TX S     - 5,039,910.      387,370.      MT  (+/- 180 meters Scaled)
 AB0857
 AB0857                          SUPERSEDED SURVEY CONTROL
 AB0857
 AB0857  NGVD 29 (??/??/92)   15.25   (m)           50.0    (f) COMPUTED    2 0
 AB0857
 AB0857.Superseded values are not recommended for survey control.
 AB0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0857.See file dsdata.txt to determine how the superseded data were derived.
 AB0857
 AB0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP373790(NAD 83)
 AB0857_MARKER: DD = SURVEY DISK
 AB0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0857_SP_SET: CULVERT
 AB0857_STAMPING: A 682 1942
 AB0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0857
 AB0857  HISTORY     - Date     Condition        Report By
 AB0857  HISTORY     - 1942     MONUMENTED
 AB0857  HISTORY     - 1942     GOOD             NGS
 AB0857  HISTORY     - 1987     GOOD             USPSQD
 AB0857
 AB0857                          STATION DESCRIPTION
 AB0857
 AB0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0857'11.7 MI NW FROM BROWNSVILLE.
 AB0857'11.7 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH
 AB0857'SCHOOL AT BROWNSVILLE, CAMERON COUNTY, 0.2 MILE EAST OF THE SCHOOL
 AB0857'BUILDING AT EL RANCHITO, 135 FEET SOUTHWEST ACROSS THE HIGHWAY FROM A
 AB0857'SMALL CEMETERY, 50.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9
 AB0857'FEET NORTHEAST OF REA CO-OP POLE 15V283, AT A 4- BY 4-FOOT VERTICAL
 AB0857'CONCRETE-BOX CULVERT ON THE SOUTH SIDE OF THE HIGHWAY, IN THE TOP OF
 AB0857'THE NORTH SIDE OF THE CULVERT, AND ABOUT 3 FEET HIGHER THAN THE
 AB0857'HIGHWAY.  A CAMERON COUNTY STANDARD DISK, STAMPED A 682 1942.
 AB0857
 AB0857                          STATION RECOVERY (1987)
 AB0857
 AB0857'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0799 ***********************************************************************
 AB0799  DESIGNATION -  A 683
 AB0799  PID         -  AB0799
 AB0799  STATE/COUNTY-  TX/HIDALGO
 AB0799  USGS QUAD   -  PROGRESO (1970)
 AB0799
 AB0799                         *CURRENT SURVEY CONTROL
 AB0799  ___________________________________________________________________
 AB0799* NAD 83(1986)-  26 05 43.     (N)    097 54 04.     (W)     SCALED    
 AB0799* NAVD 88     -        19.522  (meters)      64.05   (feet)  ADJUSTED  
 AB0799  ___________________________________________________________________
 AB0799  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AB0799  DYNAMIC HT  -          19.490 (meters)      63.94  (feet)  COMP
 AB0799  MODELED GRAV-     979,011.8   (mgal)                       NAVD 88
 AB0799
 AB0799  VERT ORDER  -  SECOND    CLASS 0
 AB0799
 AB0799.The horizontal coordinates were scaled from a topographic map and have
 AB0799.an estimated accuracy of +/- 6 seconds.
 AB0799
 AB0799.The orthometric height was determined by differential leveling
 AB0799.and adjusted by the National Geodetic Survey in June 1991..
 AB0799
 AB0799.The geoid height was determined by GEOID03.
 AB0799
 AB0799.The dynamic height is computed by dividing the NAVD 88
 AB0799.geopotential number by the normal gravity value computed on the
 AB0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0799.degrees latitude (g = 980.6199 gals.).
 AB0799
 AB0799.The modeled gravity was interpolated from observed gravity values.
 AB0799
 AB0799;                    North         East    Units  Estimated Accuracy
 AB0799;SPC TX S     - 5,047,630.      359,910.      MT  (+/- 180 meters Scaled)
 AB0799
 AB0799                          SUPERSEDED SURVEY CONTROL
 AB0799
 AB0799  NGVD 29 (??/??/92)   19.632  (m)           64.41   (f) ADJ UNCH    2 0
 AB0799
 AB0799.Superseded values are not recommended for survey control.
 AB0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0799.See file dsdata.txt to determine how the superseded data were derived.
 AB0799
 AB0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP098866(NAD 83)
 AB0799_MARKER: DB = BENCH MARK DISK
 AB0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0799_SP_SET: CULVERT
 AB0799_STAMPING: A 683 1942
 AB0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0799
 AB0799  HISTORY     - Date     Condition        Report By
 AB0799  HISTORY     - 1942     MONUMENTED       CGS
 AB0799  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0799
 AB0799                          STATION DESCRIPTION
 AB0799
 AB0799'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0799'4.1 MI NW FROM SANTA MARIA.
 AB0799'IN HIDALGO COUNTY, 4.1 MILE NORTHWEST ALONG A PAVED COUNTY ROAD FROM
 AB0799'THE JUNCTION OF U.S. HIGHWAY 281 ABOUT 3.3 MILES WEST OF SANTA MARIA,
 AB0799'CAMERON COUNTY, AT AN IRRIGATION DITCH, 0.2 MILE SOUTH OF AN
 AB0799'IRRIGATION-PUMP STATION, 180 FEET SOUTH OF THE IRRIGATION CANAL, 20
 AB0799'FEET EAST OF THE CENTERLINE OF THE ROAD, AT A CONCRETE-BOX CULVERT
 AB0799'UNDER THE COUNTY ROAD, IN THE CENTER OF THE TOP OF THE EAST HEADWALL,
 AB0799'AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0244 ***********************************************************************
 AE0244  DESIGNATION -  A 684
 AE0244  PID         -  AE0244
 AE0244  STATE/COUNTY-  TX/HIDALGO
 AE0244  USGS QUAD   -  SAN JUAN SE (1962)
 AE0244
 AE0244                         *CURRENT SURVEY CONTROL
 AE0244  ___________________________________________________________________
 AE0244* NAD 83(1986)-  26 05 03.     (N)    098 00 36.     (W)     SCALED    
 AE0244* NAVD 88     -        23.054  (meters)      75.64   (feet)  ADJUSTED  
 AE0244  ___________________________________________________________________
 AE0244  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AE0244  DYNAMIC HT  -          23.016 (meters)      75.51  (feet)  COMP
 AE0244  MODELED GRAV-     979,000.8   (mgal)                       NAVD 88
 AE0244
 AE0244  VERT ORDER  -  SECOND    CLASS 0
 AE0244
 AE0244.The horizontal coordinates were scaled from a topographic map and have
 AE0244.an estimated accuracy of +/- 6 seconds.
 AE0244
 AE0244.The orthometric height was determined by differential leveling
 AE0244.and adjusted by the National Geodetic Survey in June 1991..
 AE0244
 AE0244.The geoid height was determined by GEOID03.
 AE0244
 AE0244.The dynamic height is computed by dividing the NAVD 88
 AE0244.geopotential number by the normal gravity value computed on the
 AE0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0244.degrees latitude (g = 980.6199 gals.).
 AE0244
 AE0244.The modeled gravity was interpolated from observed gravity values.
 AE0244
 AE0244;                    North         East    Units  Estimated Accuracy
 AE0244;SPC TX S     - 5,046,350.      349,020.      MT  (+/- 180 meters Scaled)
 AE0244
 AE0244                          SUPERSEDED SURVEY CONTROL
 AE0244
 AE0244  NGVD 29 (??/??/92)   23.169  (m)           76.01   (f) ADJ UNCH    2 0
 AE0244
 AE0244.Superseded values are not recommended for survey control.
 AE0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0244.See file dsdata.txt to determine how the superseded data were derived.
 AE0244
 AE0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP990853(NAD 83)
 AE0244_MARKER: DB = BENCH MARK DISK
 AE0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0244_STAMPING: A 684 1942
 AE0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0244+STABILITY: SURFACE MOTION
 AE0244
 AE0244  HISTORY     - Date     Condition        Report By
 AE0244  HISTORY     - 1942     MONUMENTED       CGS
 AE0244  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0244
 AE0244                          STATION DESCRIPTION
 AE0244
 AE0244'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0244'1.4 MI W FROM PROGRESO.
 AE0244'1.4 MILES WEST ALONG CREAGER DRIVE FROM THE JUNCTION OF U.S. HIGHWAY
 AE0244'281 AT PROGRESO, HIDALGO COUNTY, THENCE 2.2 MILES WEST ALONG OLD
 AE0244'MILITARY ROAD.  3.3 MILES EAST OF RUN SCHOOL NO. 1 AT RAY PAUL, 52
 AE0244'YARDS WEST OF THE SOUTHWEST CORNER OF A LARGE PASTURE, 24.5 FEET SOUTH
 AE0244'OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS
 AE0244'POST, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD, SET IN THE TOP OF A
 AE0244'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- IT WAS
 AE0244'REPORTED IN DECEMBER 1953 THAT THIS MARK IS 3.2 MILES WEST OF THE
 AE0244'JUNCTION OF U.S. HIGHWAY 281 AND FARM ROAD 88 AT PROGRESO, THENCE 0.2
 AE0244'MILE SOUTH AND 0.1 MILE WEST ALONG FIELD ROADS.  NOTE-- LOCATION OF
 AE0244'BENCH MARK IS NOW IN PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0818 ***********************************************************************
 AB0818  DESIGNATION -  A 685
 AB0818  PID         -  AB0818
 AB0818  STATE/COUNTY-  TX/CAMERON
 AB0818  USGS QUAD   -  HARLINGEN (1983)
 AB0818
 AB0818                         *CURRENT SURVEY CONTROL
 AB0818  ___________________________________________________________________
 AB0818* NAD 83(1986)-  26 10 05.     (N)    097 42 13.     (W)     SCALED    
 AB0818* NAVD 88     -        12.550  (meters)      41.17   (feet)  ADJUSTED  
 AB0818  ___________________________________________________________________
 AB0818  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0818  DYNAMIC HT  -          12.529 (meters)      41.11  (feet)  COMP
 AB0818  MODELED GRAV-     979,031.7   (mgal)                       NAVD 88
 AB0818
 AB0818  VERT ORDER  -  SECOND    CLASS 0
 AB0818
 AB0818.The horizontal coordinates were scaled from a topographic map and have
 AB0818.an estimated accuracy of +/- 6 seconds.
 AB0818
 AB0818.The orthometric height was determined by differential leveling
 AB0818.and adjusted by the National Geodetic Survey in June 1991..
 AB0818
 AB0818.The geoid height was determined by GEOID03.
 AB0818
 AB0818.The dynamic height is computed by dividing the NAVD 88
 AB0818.geopotential number by the normal gravity value computed on the
 AB0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0818.degrees latitude (g = 980.6199 gals.).
 AB0818
 AB0818.The modeled gravity was interpolated from observed gravity values.
 AB0818
 AB0818;                    North         East    Units  Estimated Accuracy
 AB0818;SPC TX S     - 5,055,800.      379,620.      MT  (+/- 180 meters Scaled)
 AB0818
 AB0818                          SUPERSEDED SURVEY CONTROL
 AB0818
 AB0818  NGVD 29 (??/??/92)   12.660  (m)           41.54   (f) ADJ UNCH    2 0
 AB0818
 AB0818.Superseded values are not recommended for survey control.
 AB0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0818.See file dsdata.txt to determine how the superseded data were derived.
 AB0818
 AB0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP295949(NAD 83)
 AB0818_MARKER: DD = SURVEY DISK
 AB0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0818_STAMPING: A 685 1942
 AB0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0818+STABILITY: SURFACE MOTION
 AB0818
 AB0818  HISTORY     - Date     Condition        Report By
 AB0818  HISTORY     - 1942     MONUMENTED       IBC
 AB0818  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0818  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0818  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0818
 AB0818                          STATION DESCRIPTION
 AB0818
 AB0818'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0818'5.65 MI N FROM RANGERVILLE.
 AB0818'5.65 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0818'RANGERVILLE, CAMERON COUNTY, AT THE INTERSECTION OF A DIRT ROAD
 AB0818'LEADING WEST, 33 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 30
 AB0818'FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD, 6 FEET NORTHWEST OF A
 AB0818'RIGHT-OF-WAY FENCE CORNER, AND LEVEL WITH THE COUNTY ROAD, AND SET IN
 AB0818'THE TOP OF A CONCRETE POST.
 AB0818
 AB0818                          STATION RECOVERY (1991)
 AB0818
 AB0818'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0818'MARK NOT FOUND.
 AB0818
 AB0818                          STATION RECOVERY (1993)
 AB0818
 AB0818'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0743 ***********************************************************************
 AB0743  DESIGNATION -  A 686
 AB0743  PID         -  AB0743
 AB0743  STATE/COUNTY-  TX/HIDALGO
 AB0743  USGS QUAD   -  EDCOUCH (1980)
 AB0743
 AB0743                         *CURRENT SURVEY CONTROL
 AB0743  ___________________________________________________________________
 AB0743* NAD 83(1986)-  26 16 09.     (N)    097 54 42.     (W)     SCALED    
 AB0743* NAVD 88     -        18.276  (meters)      59.96   (feet)  ADJUSTED  
 AB0743  ___________________________________________________________________
 AB0743  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AB0743  DYNAMIC HT  -          18.247 (meters)      59.87  (feet)  COMP
 AB0743  MODELED GRAV-     979,027.5   (mgal)                       NAVD 88
 AB0743
 AB0743  VERT ORDER  -  SECOND    CLASS 0
 AB0743
 AB0743.The horizontal coordinates were scaled from a topographic map and have
 AB0743.an estimated accuracy of +/- 6 seconds.
 AB0743
 AB0743.The orthometric height was determined by differential leveling
 AB0743.and adjusted by the National Geodetic Survey in June 1991..
 AB0743
 AB0743.The geoid height was determined by GEOID03.
 AB0743
 AB0743.The dynamic height is computed by dividing the NAVD 88
 AB0743.geopotential number by the normal gravity value computed on the
 AB0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0743.degrees latitude (g = 980.6199 gals.).
 AB0743
 AB0743.The modeled gravity was interpolated from observed gravity values.
 AB0743
 AB0743;                    North         East    Units  Estimated Accuracy
 AB0743;SPC TX S     - 5,066,890.      358,770.      MT  (+/- 180 meters Scaled)
 AB0743
 AB0743                          SUPERSEDED SURVEY CONTROL
 AB0743
 AB0743  NGVD 29 (??/??/92)   18.388  (m)           60.33   (f) ADJ UNCH    2 0
 AB0743
 AB0743.Superseded values are not recommended for survey control.
 AB0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0743.See file dsdata.txt to determine how the superseded data were derived.
 AB0743
 AB0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ086059(NAD 83)
 AB0743_MARKER: DB = BENCH MARK DISK
 AB0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0743_SP_SET: CULVERT
 AB0743_STAMPING: A 686 1942
 AB0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0743+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 AB0743
 AB0743  HISTORY     - Date     Condition        Report By
 AB0743  HISTORY     - 1942     MONUMENTED       CGS
 AB0743  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0743  HISTORY     - 20010604 GOOD             JCLS
 AB0743
 AB0743                          STATION DESCRIPTION
 AB0743
 AB0743'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0743'8.6 MI N FROM MERCEDES.
 AB0743'8.6 MILES NORTH ALONG THE BASE LINE ROAD FROM THE JUNCTION OF U.S.
 AB0743'HIGHWAY 83 AT MERCEDES, HIDALGO COUNTY, ABOUT 3.0 MILES SOUTHEAST BY
 AB0743'ROAD FROM LA VILLA, IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL
 AB0743'OF A CONCRETE IRRIGATION-DITCH CULVERT, 40.5 FEET NORTH OF THE CENTER
 AB0743'LINE OF A LARGE DRAINAGE CANAL, 39 FEET EAST OF THE CENTER LINE OF THE
 AB0743'ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 AB0743'A 686 1942.
 AB0743
 AB0743                          STATION RECOVERY (2001)
 AB0743
 AB0743'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AB0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0729 ***********************************************************************
 AE0729  DESIGNATION -  A 687
 AE0729  PID         -  AE0729
 AE0729  STATE/COUNTY-  TX/STARR
 AE0729  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0729
 AE0729                         *CURRENT SURVEY CONTROL
 AE0729  ___________________________________________________________________
 AE0729* NAD 83(1986)-  26 28 19.     (N)    098 51 57.     (W)     SCALED    
 AE0729* NAVD 88     -        77.061  (meters)     252.82   (feet)  ADJUSTED  
 AE0729  ___________________________________________________________________
 AE0729  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AE0729  DYNAMIC HT  -          76.934 (meters)     252.41  (feet)  COMP
 AE0729  MODELED GRAV-     979,001.1   (mgal)                       NAVD 88
 AE0729
 AE0729  VERT ORDER  -  SECOND    CLASS 0
 AE0729
 AE0729.The horizontal coordinates were scaled from a topographic map and have
 AE0729.an estimated accuracy of +/- 6 seconds.
 AE0729
 AE0729.The orthometric height was determined by differential leveling
 AE0729.and adjusted by the National Geodetic Survey in June 1991..
 AE0729
 AE0729.The geoid height was determined by GEOID03.
 AE0729
 AE0729.The dynamic height is computed by dividing the NAVD 88
 AE0729.geopotential number by the normal gravity value computed on the
 AE0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0729.degrees latitude (g = 980.6199 gals.).
 AE0729
 AE0729.The modeled gravity was interpolated from observed gravity values.
 AE0729
 AE0729;                    North         East    Units  Estimated Accuracy
 AE0729;SPC TX S     - 5,089,270.      263,520.      MT  (+/- 180 meters Scaled)
 AE0729
 AE0729                          SUPERSEDED SURVEY CONTROL
 AE0729
 AE0729  NGVD 29 (??/??/92)   77.111  (m)          252.99   (f) ADJ UNCH    2 0
 AE0729
 AE0729.Superseded values are not recommended for survey control.
 AE0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0729.See file dsdata.txt to determine how the superseded data were derived.
 AE0729
 AE0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ133279(NAD 83)
 AE0729_MARKER: DB = BENCH MARK DISK
 AE0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0729_STAMPING: A 687 1942
 AE0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0729+STABILITY: SURFACE MOTION
 AE0729
 AE0729  HISTORY     - Date     Condition        Report By
 AE0729  HISTORY     - 1942     MONUMENTED       CGS
 AE0729  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0729
 AE0729                          STATION DESCRIPTION
 AE0729
 AE0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0729'7.9 MI NW FROM RIO GRANDE CITY.
 AE0729'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY IN RIO GRANDE
 AE0729'CITY, PROCEED 0.9 MILES WEST ALONG U.S. HIGHWAY NO. 83 TO THE
 AE0729'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY, THENCE 7.0 MILES
 AE0729'NORTHWESTERLY ALONG GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0729'29.4 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AE0729'OF GRAVEL ROAD.  MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH WHITE
 AE0729'WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
 AE0729
 AE0729                          STATION RECOVERY (1965)
 AE0729
 AE0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0541 ***********************************************************************
 AE0541  DESIGNATION -  A 688
 AE0541  PID         -  AE0541
 AE0541  STATE/COUNTY-  TX/HIDALGO
 AE0541  USGS QUAD   -  CITRUS CITY (1980)
 AE0541
 AE0541                         *CURRENT SURVEY CONTROL
 AE0541  ___________________________________________________________________
 AE0541* NAD 83(1986)-  26 17 02.     (N)    098 28 45.     (W)     SCALED    
 AE0541* NAVD 88     -        48.603  (meters)     159.46   (feet)  ADJUSTED  
 AE0541  ___________________________________________________________________
 AE0541  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE0541  DYNAMIC HT  -          48.522 (meters)     159.19  (feet)  COMP
 AE0541  MODELED GRAV-     978,990.4   (mgal)                       NAVD 88
 AE0541
 AE0541  VERT ORDER  -  SECOND    CLASS 0
 AE0541
 AE0541.The horizontal coordinates were scaled from a topographic map and have
 AE0541.an estimated accuracy of +/- 6 seconds.
 AE0541
 AE0541.The orthometric height was determined by differential leveling
 AE0541.and adjusted by the National Geodetic Survey in June 1991..
 AE0541
 AE0541.The geoid height was determined by GEOID03.
 AE0541
 AE0541.The dynamic height is computed by dividing the NAVD 88
 AE0541.geopotential number by the normal gravity value computed on the
 AE0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0541.degrees latitude (g = 980.6199 gals.).
 AE0541
 AE0541.The modeled gravity was interpolated from observed gravity values.
 AE0541
 AE0541;                    North         East    Units  Estimated Accuracy
 AE0541;SPC TX S     - 5,068,390.      302,080.      MT  (+/- 180 meters Scaled)
 AE0541
 AE0541                          SUPERSEDED SURVEY CONTROL
 AE0541
 AE0541  NGVD 29 (??/??/92)   48.723  (m)          159.85   (f) ADJ UNCH    2 0
 AE0541
 AE0541.Superseded values are not recommended for survey control.
 AE0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0541.See file dsdata.txt to determine how the superseded data were derived.
 AE0541
 AE0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ519072(NAD 83)
 AE0541_MARKER: DB = BENCH MARK DISK
 AE0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0541_STAMPING: A 688 1942
 AE0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0541+STABILITY: SURFACE MOTION
 AE0541
 AE0541  HISTORY     - Date     Condition        Report By
 AE0541  HISTORY     - 1942     MONUMENTED       CGS
 AE0541
 AE0541                          STATION DESCRIPTION
 AE0541
 AE0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0541'2.7 MI N FROM LA JOYA.
 AE0541'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0541'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0541'GRAVEL ROAD LEADING NORTH, THENCE 2.4 MILES NORTHERLY ALONG A GRAVEL
 AE0541'ROAD TO A DOUBLE IRON PIPE CULVERT AND SITE OF BENCH MARK.  BENCH MARK
 AE0541'IS IN A LOW PLACE BETWEEN TWO HILLS.  IT IS 86.6 FEET NORTH OF THE
 AE0541'EAST END OF A DOUBLE IRON PIPE CULVERT UNDER THE ROAD, 31.5 FEET EAST
 AE0541'OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE ROAD, 1.0 FOOT WEST
 AE0541'OF THE EAST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.7 FEET SOUTH OF A 4X4
 AE0541'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0767 ***********************************************************************
 AE0767  DESIGNATION -  A 689
 AE0767  PID         -  AE0767
 AE0767  STATE/COUNTY-  TX/JIM HOGG
 AE0767  USGS QUAD   -  CUEVITAS (1972)
 AE0767
 AE0767                         *CURRENT SURVEY CONTROL
 AE0767  ___________________________________________________________________
 AE0767* NAD 83(1986)-  26 48 37.     (N)    098 51 19.     (W)     SCALED    
 AE0767* NAVD 88     -       175.924  (meters)     577.18   (feet)  ADJUSTED  
 AE0767  ___________________________________________________________________
 AE0767  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE0767  DYNAMIC HT  -         175.636 (meters)     576.23  (feet)  COMP
 AE0767  MODELED GRAV-     979,006.3   (mgal)                       NAVD 88
 AE0767
 AE0767  VERT ORDER  -  SECOND    CLASS 0
 AE0767
 AE0767.The horizontal coordinates were scaled from a topographic map and have
 AE0767.an estimated accuracy of +/- 6 seconds.
 AE0767
 AE0767.The orthometric height was determined by differential leveling
 AE0767.and adjusted by the National Geodetic Survey in June 1991..
 AE0767
 AE0767.The geoid height was determined by GEOID03.
 AE0767
 AE0767.The dynamic height is computed by dividing the NAVD 88
 AE0767.geopotential number by the normal gravity value computed on the
 AE0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0767.degrees latitude (g = 980.6199 gals.).
 AE0767
 AE0767.The modeled gravity was interpolated from observed gravity values.
 AE0767
 AE0767;                    North         East    Units  Estimated Accuracy
 AE0767;SPC TX S     - 5,126,750.      264,680.      MT  (+/- 180 meters Scaled)
 AE0767
 AE0767                          SUPERSEDED SURVEY CONTROL
 AE0767
 AE0767  NGVD 29 (??/??/92)  175.96   (m)          577.3    (f) COMPUTED    2 0
 AE0767
 AE0767.Superseded values are not recommended for survey control.
 AE0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0767.See file dsdata.txt to determine how the superseded data were derived.
 AE0767
 AE0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ143654(NAD 83)
 AE0767_MARKER: DB = BENCH MARK DISK
 AE0767_SETTING: 66 = SET IN ROCK OUTCROP
 AE0767_SP_SET: ROCK OUTCROP
 AE0767_STAMPING: A 689 1942
 AE0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0767+STABILITY: POSITION/ELEVATION WELL
 AE0767
 AE0767  HISTORY     - Date     Condition        Report By
 AE0767  HISTORY     - 1942     MONUMENTED       CGS
 AE0767
 AE0767                          STATION DESCRIPTION
 AE0767
 AE0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0767'4.1 MI N FROM VIBORAS.
 AE0767'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED 4.1 MILE NORTHERLY
 AE0767'ALONG A GRAVEL ROAD TO ROCK OUTCROP AND SITE OF BENCH MARK.  BENCH
 AE0767'MARK IS SET HORIZONTALLY IN A ROCK OUTCROP.  IT IS 80.0 FEET SOUTHEAST
 AE0767'OF A CATTLE GUARD ACROSS ROAD, 21.0 FEET EAST OF AND ABOUT THE SAME
 AE0767'ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0768 ***********************************************************************
 AE0768  DESIGNATION -  A 689 RESET 1948
 AE0768  PID         -  AE0768
 AE0768  STATE/COUNTY-  TX/JIM HOGG
 AE0768  USGS QUAD   -  CUEVITAS (1972)
 AE0768
 AE0768                         *CURRENT SURVEY CONTROL
 AE0768  ___________________________________________________________________
 AE0768* NAD 83(1986)-  26 48 37.     (N)    098 51 19.     (W)     SCALED    
 AE0768* NAVD 88     -       175.93   (meters)     577.2    (feet)  RESET     
 AE0768  ___________________________________________________________________
 AE0768  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE0768
 AE0768  VERT ORDER  -  THIRD
 AE0768
 AE0768.The horizontal coordinates were scaled from a topographic map and have
 AE0768.an estimated accuracy of +/- 6 seconds.
 AE0768
 AE0768.The orthometric height was computed from unverified reset data.
 AE0768
 AE0768.The geoid height was determined by GEOID03.
 AE0768
 AE0768;                    North         East    Units  Estimated Accuracy
 AE0768;SPC TX S     - 5,126,750.      264,680.      MT  (+/- 180 meters Scaled)
 AE0768
 AE0768                          SUPERSEDED SURVEY CONTROL
 AE0768
 AE0768.No superseded survey control is available for this station.
 AE0768
 AE0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ143654(NAD 83)
 AE0768_MARKER: DB = BENCH MARK DISK
 AE0768_SETTING: 66 = SET IN ROCK OUTCROP
 AE0768_SP_SET: ROCK OUTCROP
 AE0768_STAMPING: A 689 RESET 1948
 AE0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0768+STABILITY: POSITION/ELEVATION WELL
 AE0768
 AE0768  HISTORY     - Date     Condition        Report By
 AE0768  HISTORY     - 1948     MONUMENTED       TXHD
 AE0768  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0768
 AE0768                          STATION DESCRIPTION
 AE0768
 AE0768'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AE0768'4.1 MI N FROM VIBORAS.
 AE0768'IN JIM HOGG COUNTY, 4.1 MILES NORTH ALONG FARM-TO-MARKET ROAD 649 FROM
 AE0768'THE POST OFFICE AT VIBORAS, STARR COUNTY, ABOUT 90 FEET SOUTHEAST OF A
 AE0768'CATTLE GUARD, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, AND IN A
 AE0768'ROCK OUTCROP.  A STANDARD DISK, STAMPED A 689 RESET 1948.
 AE0768
 AE0768                          STATION RECOVERY (1972)
 AE0768
 AE0768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0356 ***********************************************************************
 BL0356  DESIGNATION -  A 690 RESET
 BL0356  PID         -  BL0356
 BL0356  STATE/COUNTY-  TX/LIBERTY
 BL0356  USGS QUAD   -  DAYTON (1984)
 BL0356
 BL0356                         *CURRENT SURVEY CONTROL
 BL0356  ___________________________________________________________________
 BL0356* NAD 83(1986)-  30 01 32.     (N)    094 54 57.     (W)     SCALED    
 BL0356* NAVD 88     -        21.452  (meters)      70.38   (feet)  ADJUSTED  
 BL0356  ___________________________________________________________________
 BL0356  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0356  DYNAMIC HT  -          21.424 (meters)      70.29  (feet)  COMP
 BL0356  MODELED GRAV-     979,307.6   (mgal)                       NAVD 88
 BL0356
 BL0356  VERT ORDER  -  FIRST     CLASS I
 BL0356
 BL0356.The horizontal coordinates were scaled from a topographic map and have
 BL0356.an estimated accuracy of +/- 6 seconds.
 BL0356
 BL0356.The orthometric height was determined by differential leveling
 BL0356.and adjusted by the National Geodetic Survey in June 1991..
 BL0356
 BL0356.The geoid height was determined by GEOID03.
 BL0356
 BL0356.The dynamic height is computed by dividing the NAVD 88
 BL0356.geopotential number by the normal gravity value computed on the
 BL0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0356.degrees latitude (g = 980.6199 gals.).
 BL0356
 BL0356.The modeled gravity was interpolated from observed gravity values.
 BL0356
 BL0356;                    North         East    Units  Estimated Accuracy
 BL0356;SPC TX C     - 3,052,510.    1,222,390.      MT  (+/- 180 meters Scaled)
 BL0356
 BL0356                          SUPERSEDED SURVEY CONTROL
 BL0356
 BL0356  NGVD 29 (12/23/87)   21.453  (m)           70.38   (f) ADJUSTED    1 1
 BL0356
 BL0356.Superseded values are not recommended for survey control.
 BL0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0356.See file dsdata.txt to determine how the superseded data were derived.
 BL0356
 BL0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP152231(NAD 83)
 BL0356_MARKER: DB = BENCH MARK DISK
 BL0356_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL0356_SP_SET: CULVERT WINGWALL
 BL0356_STAMPING: A 690 RESET 1970
 BL0356_MARK LOGO: CGS   
 BL0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0356+STABILITY: SURFACE MOTION
 BL0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0356+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 BL0356
 BL0356  HISTORY     - Date     Condition        Report By
 BL0356  HISTORY     - 1970     MONUMENTED       NGS
 BL0356  HISTORY     - 1972     GOOD             NGS
 BL0356  HISTORY     - 1978     GOOD             NGS
 BL0356  HISTORY     - 1987     GOOD             NGS
 BL0356  HISTORY     - 1990     GOOD             USPSQD
 BL0356  HISTORY     - 19960413 GOOD             USPSQD
 BL0356  HISTORY     - 20040221 GOOD             USPSQD
 BL0356  HISTORY     - 20050216 GOOD             USPSQD
 BL0356  HISTORY     - 20050228 GOOD             USPSQD
 BL0356
 BL0356                          STATION DESCRIPTION
 BL0356
 BL0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0356'2.0 MI SW FROM DAYTON.
 BL0356'ABOUT 2.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 90 FROM THE HIGH SCHOOL
 BL0356'AT DAYTON, 42 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE EASTBOUND
 BL0356'LANE OF THE HIGHWAY, SET IN THE TOP OF THE WING WALL AT THE SOUTH
 BL0356'CORNER OF A 24-FOOT CONCRETE BOX CULVERT WITH TWO DIVIDING PIERS AND
 BL0356'UNDER BOTH LANES OF THE HIGHWAY, 0.4 FOOT NORTHEAST OF THE SOUTHWEST
 BL0356'END OF THE HEADWALL AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 BL0356'HIGHWAY.
 BL0356
 BL0356                          STATION RECOVERY (1978)
 BL0356
 BL0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0356'RECOVERED IN GOOD CONDITION.
 BL0356
 BL0356                          STATION RECOVERY (1987)
 BL0356
 BL0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0356'RECOVERED IN GOOD CONDITION.
 BL0356
 BL0356                          STATION RECOVERY (1990)
 BL0356
 BL0356'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0356'RECOVERED IN GOOD CONDITION.
 BL0356
 BL0356                          STATION RECOVERY (1996)
 BL0356
 BL0356'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0356'RECOVERED IN GOOD CONDITION.
 BL0356
 BL0356                          STATION RECOVERY (2004)
 BL0356
 BL0356'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0356'RECOVERED IN GOOD CONDITION.
 BL0356
 BL0356                          STATION RECOVERY (2005)
 BL0356
 BL0356'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0356'RECOVERED IN GOOD CONDITION.
 BL0356
 BL0356                          STATION RECOVERY (2005)
 BL0356
 BL0356'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4031 ***********************************************************************
 AW4031  DESIGNATION -  A 692
 AW4031  PID         -  AW4031
 AW4031  STATE/COUNTY-  TX/FORT BEND
 AW4031  USGS QUAD   -  JULIFF (1974)
 AW4031
 AW4031                         *CURRENT SURVEY CONTROL
 AW4031  ___________________________________________________________________
 AW4031* NAD 83(1986)-  29 28 41.     (N)    095 28 20.     (W)     SCALED    
 AW4031* NAVD 88     -        19.71   (+/-2cm)      64.7    (feet)  VERTCON   
 AW4031  ___________________________________________________________________
 AW4031  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW4031
 AW4031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4031
 AW4031.The horizontal coordinates were scaled from a topographic map and have
 AW4031.an estimated accuracy of +/- 6 seconds.
 AW4031
 AW4031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4031.The vertical order pertains to the NGVD 29 superseded value.
 AW4031
 AW4031.The geoid height was determined by GEOID03.
 AW4031
 AW4031;                    North         East    Units  Estimated Accuracy
 AW4031;SPC TXSC     - 4,187,440.      942,050.      MT  (+/- 180 meters Scaled)
 AW4031
 AW4031                          SUPERSEDED SURVEY CONTROL
 AW4031
 AW4031  NGVD 29 (??/??/92)   19.71   (m)           64.7    (f) COMPUTED    2 0
 AW4031
 AW4031.Superseded values are not recommended for survey control.
 AW4031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4031.See file dsdata.txt to determine how the superseded data were derived.
 AW4031
 AW4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN602634(NAD 83)
 AW4031_MARKER: DB = BENCH MARK DISK
 AW4031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4031_SP_SET: HEADWALL
 AW4031_STAMPING: A 692 1942
 AW4031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4031
 AW4031  HISTORY     - Date     Condition        Report By
 AW4031  HISTORY     - 1942     MONUMENTED       CGS
 AW4031  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 AW4031  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4031
 AW4031                          STATION DESCRIPTION
 AW4031
 AW4031'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4031'1.7 MI S FROM ARCOLA.
 AW4031'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD JUNCTION AT
 AW4031'ARCOLA, PROCEED 1.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD TO
 AW4031'A 9X4 FOOT CONCRETE CULVERT WITH 24.0 FOOT CONCRETE HEADWALL UNDER
 AW4031'STATE HIGHWAY NO. 288 RUNNING PARALLEL WITH THE TRACK AND TO SITE OF
 AW4031'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END OF THE
 AW4031'WEST HEADWALL.  IT IS 4 POLES NORTH OF MILE POST NO. 21, ABOUT 66.5
 AW4031'FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRACK, ABOUT 13.5
 AW4031'FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF HIGHWAY.
 AW4031
 AW4031                          STATION RECOVERY (1998)
 AW4031
 AW4031'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4031'MARK NOT FOUND.
 AW4031
 AW4031                          STATION RECOVERY (2004)
 AW4031
 AW4031'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4031'GO SOUTH ON HW 521 FROM ARCOLA TO N29 28 41 W095 28 20. THE OLD
 AW4031'RAILROAD TRACK HAS BEEN REMOVED. MARK IS 67 FEET WEST FROM CENTER OF
 AW4031'ROAD IN VERY HEAVY UNDERBRUSH. NO WITNESS POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4032 ***********************************************************************
 AW4032  DESIGNATION -  A 692 RESET 1948
 AW4032  PID         -  AW4032
 AW4032  STATE/COUNTY-  TX/FORT BEND
 AW4032  USGS QUAD   -  JULIFF (1974)
 AW4032
 AW4032                         *CURRENT SURVEY CONTROL
 AW4032  ___________________________________________________________________
 AW4032* NAD 83(1986)-  29 28 45.     (N)    095 28 17.     (W)     SCALED    
 AW4032* NAVD 88     -        18.69   (+/-2cm)      61.3    (feet)  VERTCON   
 AW4032  ___________________________________________________________________
 AW4032  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW4032
 AW4032  VERT ORDER  -  THIRD (See Below)
 AW4032
 AW4032.The horizontal coordinates were scaled from a topographic map and have
 AW4032.an estimated accuracy of +/- 6 seconds.
 AW4032
 AW4032.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4032.The vertical order pertains to the NGVD 29 superseded value.
 AW4032
 AW4032.The geoid height was determined by GEOID03.
 AW4032
 AW4032;                    North         East    Units  Estimated Accuracy
 AW4032;SPC TXSC     - 4,187,560.      942,130.      MT  (+/- 180 meters Scaled)
 AW4032
 AW4032                          SUPERSEDED SURVEY CONTROL
 AW4032
 AW4032  NGVD 29 (??/??/??)   18.69   (m)           61.3    (f) RESET       3  
 AW4032
 AW4032.Superseded values are not recommended for survey control.
 AW4032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4032.See file dsdata.txt to determine how the superseded data were derived.
 AW4032
 AW4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN603636(NAD 83)
 AW4032_MARKER: DB = BENCH MARK DISK
 AW4032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4032_SP_SET: CULVERT
 AW4032_STAMPING: A 692 RESET 1948
 AW4032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4032
 AW4032  HISTORY     - Date     Condition        Report By
 AW4032  HISTORY     - 1948     MONUMENTED       TXHD
 AW4032  HISTORY     - 1987     GOOD             USPSQD
 AW4032  HISTORY     - 1988     GOOD             USPSQD
 AW4032  HISTORY     - 19901208 POOR             USPSQD
 AW4032  HISTORY     - 19980214 POOR             USPSQD
 AW4032  HISTORY     - 20040312 POOR             USPSQD
 AW4032
 AW4032                          STATION DESCRIPTION
 AW4032
 AW4032'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AW4032'1.7 MI S FROM ARCOLA JCT.
 AW4032'1.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AW4032'OF THE GULF, COLORADO AND SANTA FE RAILWAY AT ARCOLA JUNCTION, FORT
 AW4032'BEND COUNTY, AT THE CROSSING OF AN EAST-AND-WEST COUNTY ROAD, AT A
 AW4032'CULVERT UNDER THE ROAD, IN THE EAST END OF THE NORTH HEADWALL, 39 FEET
 AW4032'EAST OF THE CENTERLINE OF STATE HIGHWAY 288, AND 1 FOOT LOWER THAN THE
 AW4032'HIGHWAY.
 AW4032
 AW4032                          STATION RECOVERY (1987)
 AW4032
 AW4032'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4032'RECOVERED IN GOOD CONDITION.
 AW4032
 AW4032                          STATION RECOVERY (1988)
 AW4032
 AW4032'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4032'RECOVERED IN GOOD CONDITION.
 AW4032
 AW4032                          STATION RECOVERY (1990)
 AW4032
 AW4032'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW4032'MARK RECOVERED IN POOR CONDITION.
 AW4032
 AW4032                          STATION RECOVERY (1998)
 AW4032
 AW4032'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4032'MARK RECOVERED IN POOR CONDITION.
 AW4032
 AW4032                          STATION RECOVERY (2004)
 AW4032
 AW4032'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4032'GO SOUTH ON HW 521 FROM ARCOLA TO N29 28 37.7 W095 28 22.3.  MARK IS
 AW4032'39 FEET EAST FROM CENTER OF ROAD ON TOP OF A CULVERT UNDER SIDE ROAD.
 AW4032'THE MARK IS BROKEN BUT IS BEING USED BY LOCAL SURVEYORS WHO HAVE
 AW4032'PAINTED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1176 ***********************************************************************
 AW1176  DESIGNATION -  A 693
 AW1176  PID         -  AW1176
 AW1176  STATE/COUNTY-  TX/BRAZORIA
 AW1176  USGS QUAD   -  ANGLETON (1974)
 AW1176
 AW1176                         *CURRENT SURVEY CONTROL
 AW1176  ___________________________________________________________________
 AW1176* NAD 83(1986)-  29 10 04.     (N)    095 25 52.     (W)     SCALED    
 AW1176* NAVD 88     -         8.87   (+/-2cm)      29.1    (feet)  VERTCON   
 AW1176  ___________________________________________________________________
 AW1176  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW1176
 AW1176  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1176
 AW1176.The horizontal coordinates were scaled from a topographic map and have
 AW1176.an estimated accuracy of +/- 6 seconds.
 AW1176
 AW1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1176.The vertical order pertains to the NGVD 29 superseded value.
 AW1176
 AW1176.The geoid height was determined by GEOID03.
 AW1176
 AW1176;                    North         East    Units  Estimated Accuracy
 AW1176;SPC TXSC     - 4,153,190.      947,090.      MT  (+/- 180 meters Scaled)
 AW1176
 AW1176                          SUPERSEDED SURVEY CONTROL
 AW1176
 AW1176  NGVD 29 (??/??/92)    8.873  (m)           29.11   (f) ADJ UNCH    1 1
 AW1176
 AW1176.Superseded values are not recommended for survey control.
 AW1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1176.See file dsdata.txt to determine how the superseded data were derived.
 AW1176
 AW1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN635290(NAD 83)
 AW1176_MARKER: DB = BENCH MARK DISK
 AW1176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1176_SP_SET: FOUNDATION
 AW1176_STAMPING: A 693 1942
 AW1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1176+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 AW1176
 AW1176  HISTORY     - Date     Condition        Report By
 AW1176  HISTORY     - 1942     MONUMENTED       CGS
 AW1176  HISTORY     - 1973     GOOD             NGS
 AW1176  HISTORY     - 1978     GOOD             NGS
 AW1176  HISTORY     - 1987     GOOD             USPSQD
 AW1176  HISTORY     - 1987     GOOD             USPSQD
 AW1176  HISTORY     - 1990     GOOD             USPSQD
 AW1176  HISTORY     - 19910704 GOOD             USPSQD
 AW1176  HISTORY     - 19970628 GOOD             USPSQD
 AW1176  HISTORY     - 20030426 GOOD             USPSQD
 AW1176
 AW1176                          STATION DESCRIPTION
 AW1176
 AW1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1176'IN ANGLETON.
 AW1176'AT ANGLETON, AT THE NORTHEAST CORNER OF THE JUNCTION OF VELASCO STREET
 AW1176'(STATE HIGHWAY 288) AND LOCUST STREET, AT THE SOUTH SIDE OF BRAZORIA
 AW1176'COUNTY COURTHOUSE, IN THE TOP OF THE SOUTH SIDE OF THE CIRCULAR
 AW1176'CONCRETE FOUNDATION OF A STEEL FLAG POLE, 44.0 FEET NORTH OF THE NORTH
 AW1176'CURB OF LOCUST STREET, 187.0 FEET EAST OF THE EAST CURB OF VELASCO
 AW1176'STREET, 31.2 FEET SOUTH OF THE CENTER OF THE BOTTOM CONCRETE STEP OF
 AW1176'THE SOUTH ENTRANCE TO THE COURTHOUSE, 1 FOOT SOUTH OF THE FLAG POLE,
 AW1176'ABOUT 1/2 FOOT HIGHER THAN THE STREETS AND 0.4 FOOT ABOVE THE GROUND.
 AW1176
 AW1176                          STATION RECOVERY (1978)
 AW1176
 AW1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1176'RECOVERED IN GOOD CONDITION.
 AW1176
 AW1176                          STATION RECOVERY (1987)
 AW1176
 AW1176'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1176'RECOVERED IN GOOD CONDITION.
 AW1176
 AW1176                          STATION RECOVERY (1987)
 AW1176
 AW1176'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1176'RECOVERED IN GOOD CONDITION.
 AW1176
 AW1176                          STATION RECOVERY (1990)
 AW1176
 AW1176'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW1176'RECOVERED IN GOOD CONDITION.
 AW1176
 AW1176                          STATION RECOVERY (1991)
 AW1176
 AW1176'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1176'RECOVERED IN GOOD CONDITION.
 AW1176
 AW1176                          STATION RECOVERY (1997)
 AW1176
 AW1176'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1176'RECOVERED IN GOOD CONDITION.
 AW1176
 AW1176                          STATION RECOVERY (2003)
 AW1176
 AW1176'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1260 ***********************************************************************
 AN1260  DESIGNATION -  A 695
 AN1260  PID         -  AN1260
 AN1260  STATE/COUNTY-  TX/REFUGIO
 AN1260  USGS QUAD   -  LAKE PASTURE (1979)
 AN1260
 AN1260                         *CURRENT SURVEY CONTROL
 AN1260  ___________________________________________________________________
 AN1260* NAD 83(1986)-  28 27 57.     (N)    097 06 19.     (W)     SCALED    
 AN1260* NAVD 88     -        21.42   (+/-2cm)      70.3    (feet)  VERTCON   
 AN1260  ___________________________________________________________________
 AN1260  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1260
 AN1260  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1260
 AN1260.The horizontal coordinates were scaled from a topographic map and have
 AN1260.an estimated accuracy of +/- 6 seconds.
 AN1260
 AN1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1260.The vertical order pertains to the NGVD 29 superseded value.
 AN1260
 AN1260.The geoid height was determined by GEOID03.
 AN1260
 AN1260;                    North         East    Units  Estimated Accuracy
 AN1260;SPC TXSC     - 4,071,600.      785,550.      MT  (+/- 180 meters Scaled)
 AN1260
 AN1260                          SUPERSEDED SURVEY CONTROL
 AN1260
 AN1260  NGVD 29 (??/??/92)   21.565  (m)           70.75   (f) ADJ UNCH    1 2
 AN1260
 AN1260.Superseded values are not recommended for survey control.
 AN1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1260.See file dsdata.txt to determine how the superseded data were derived.
 AN1260
 AN1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS855502(NAD 83)
 AN1260_MARKER: DB = BENCH MARK DISK
 AN1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1260_STAMPING: A 695 1943
 AN1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1260+STABILITY: SURFACE MOTION
 AN1260
 AN1260  HISTORY     - Date     Condition        Report By
 AN1260  HISTORY     - 1943     MONUMENTED       CGS
 AN1260  HISTORY     - 1950     GOOD             NGS
 AN1260  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1260  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1260  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1260
 AN1260                          STATION DESCRIPTION
 AN1260
 AN1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1260'2.8 MI NE FROM VIDAURI.
 AN1260'2.8 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1260'RAILROAD FROM THE STATION AT VIDAURI, 1 POLE NORTHEAST OF MILEPOST
 AN1260'201, 53 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 47.5
 AN1260'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.3 FEET SOUTHEAST OF A WITNESS
 AN1260'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AN1260'THE GROUND.
 AN1260
 AN1260                          STATION RECOVERY (1978)
 AN1260
 AN1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1260'NOT RECOVERED ON THIS DATE.
 AN1260
 AN1260                          STATION RECOVERY (1994)
 AN1260
 AN1260'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1260'MARK NOT FOUND.
 AN1260
 AN1260                          STATION RECOVERY (1999)
 AN1260
 AN1260'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0588 ***********************************************************************
 AN0588  DESIGNATION -  A 696
 AN0588  PID         -  AN0588
 AN0588  STATE/COUNTY-  TX/CALHOUN
 AN0588  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0588
 AN0588                         *CURRENT SURVEY CONTROL
 AN0588  ___________________________________________________________________
 AN0588* NAD 83(1986)-  28 36 57.     (N)    096 42 30.     (W)     SCALED    
 AN0588* NAVD 88     -         8.52   (+/-2cm)      28.0    (feet)  VERTCON   
 AN0588  ___________________________________________________________________
 AN0588  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN0588
 AN0588  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0588
 AN0588.The horizontal coordinates were scaled from a topographic map and have
 AN0588.an estimated accuracy of +/- 6 seconds.
 AN0588
 AN0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0588.The vertical order pertains to the NGVD 29 superseded value.
 AN0588
 AN0588.The geoid height was determined by GEOID03.
 AN0588
 AN0588;                    North         East    Units  Estimated Accuracy
 AN0588;SPC TXSC     - 4,088,920.      824,090.      MT  (+/- 180 meters Scaled)
 AN0588
 AN0588                          SUPERSEDED SURVEY CONTROL
 AN0588
 AN0588  NGVD 29 (??/??/92)    8.645  (m)           28.36   (f) ADJ UNCH    1 2
 AN0588
 AN0588.Superseded values are not recommended for survey control.
 AN0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0588.See file dsdata.txt to determine how the superseded data were derived.
 AN0588
 AN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS240675(NAD 83)
 AN0588_MARKER: DB = BENCH MARK DISK
 AN0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0588_SP_SET: CULVERT
 AN0588_STAMPING: A 696 1943
 AN0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0588
 AN0588  HISTORY     - Date     Condition        Report By
 AN0588  HISTORY     - 1943     MONUMENTED       CGS
 AN0588  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0588
 AN0588                          STATION DESCRIPTION
 AN0588
 AN0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0588'5.3 MI NW FROM PORT LAVACA.
 AN0588'TO REACH FROM THE RAILROAD STATION AT PORT LAVACA, PROCEED 5.3 MILES
 AN0588'NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD TO A 5X5 FOOT CONCRETE
 AN0588'HIGHWAY CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AN0588'HORIZONTALLY IN THE EAST END OF THE SOUTH CONCRETE HEADWALL OF
 AN0588'CULVERT.  IT IS 29.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AN0588'CENTERLINE OF STATE HIGHWAY NO. 87, AND ABOUT 107.0 FEET SOUTH OF AND
 AN0588'ACROSS THE HIGHWAY FROM THE CENTERLINE OF TRACK.  STAMPED A 696 1943
 AN0588'AND SET IN A DRILL HOLE.
 AN0588
 AN0588                          STATION RECOVERY (1998)
 AN0588
 AN0588'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0589 ***********************************************************************
 AN0589  DESIGNATION -  A 696 RESET 1966
 AN0589  PID         -  AN0589
 AN0589  STATE/COUNTY-  TX/CALHOUN
 AN0589  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0589
 AN0589                         *CURRENT SURVEY CONTROL
 AN0589  ___________________________________________________________________
 AN0589* NAD 83(1986)-  28 36 57.     (N)    096 42 31.     (W)     SCALED    
 AN0589* NAVD 88     -         8.33   (+/-2cm)      27.3    (feet)  VERTCON   
 AN0589  ___________________________________________________________________
 AN0589  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN0589
 AN0589  VERT ORDER  -  THIRD (See Below)
 AN0589
 AN0589.The horizontal coordinates were scaled from a topographic map and have
 AN0589.an estimated accuracy of +/- 6 seconds.
 AN0589
 AN0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0589.The vertical order pertains to the NGVD 29 superseded value.
 AN0589
 AN0589.The geoid height was determined by GEOID03.
 AN0589
 AN0589;                    North         East    Units  Estimated Accuracy
 AN0589;SPC TXSC     - 4,088,920.      824,060.      MT  (+/- 180 meters Scaled)
 AN0589
 AN0589                          SUPERSEDED SURVEY CONTROL
 AN0589
 AN0589  NGVD 29 (??/??/??)    8.46   (m)           27.8    (f) RESET       3  
 AN0589
 AN0589.Superseded values are not recommended for survey control.
 AN0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0589.See file dsdata.txt to determine how the superseded data were derived.
 AN0589
 AN0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS240675(NAD 83)
 AN0589_MARKER: DB = BENCH MARK DISK
 AN0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0589_SP_SET: CULVERT
 AN0589_STAMPING: A 696 RESET 1966
 AN0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0589
 AN0589  HISTORY     - Date     Condition        Report By
 AN0589  HISTORY     - 1966     MONUMENTED       CGS
 AN0589  HISTORY     - 19980725 GOOD             USPSQD
 AN0589
 AN0589                          STATION DESCRIPTION
 AN0589
 AN0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AN0589'5.3 MI NW FROM PORT LAVACA.
 AN0589'5.3 NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 AN0589'PORT LAVACA, 115 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE CENTERLINE
 AN0589'OF THE TRACK, ABOUT 28 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 AN0589'87, AND SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 5 X
 AN0589'4 FT. CONCRETE CULVERT UNDER THE HIGHWAY.
 AN0589
 AN0589                          STATION RECOVERY (1998)
 AN0589
 AN0589'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0743 ***********************************************************************
 AN0743  DESIGNATION -  A 697
 AN0743  PID         -  AN0743
 AN0743  STATE/COUNTY-  TX/VICTORIA
 AN0743  USGS QUAD   -  MARCADO CREEK (1995)
 AN0743
 AN0743                         *CURRENT SURVEY CONTROL
 AN0743  ___________________________________________________________________
 AN0743* NAD 83(1986)-  28 51 46.     (N)    096 52 09.     (W)     SCALED    
 AN0743* NAVD 88     -        22.73   (+/-2cm)      74.6    (feet)  VERTCON   
 AN0743  ___________________________________________________________________
 AN0743  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0743
 AN0743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0743
 AN0743.The horizontal coordinates were scaled from a topographic map and have
 AN0743.an estimated accuracy of +/- 6 seconds.
 AN0743
 AN0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0743.The vertical order pertains to the NGVD 29 superseded value.
 AN0743
 AN0743.The geoid height was determined by GEOID03.
 AN0743
 AN0743;                    North         East    Units  Estimated Accuracy
 AN0743;SPC TXSC     - 4,115,990.      807,870.      MT  (+/- 180 meters Scaled)
 AN0743
 AN0743                          SUPERSEDED SURVEY CONTROL
 AN0743
 AN0743  NGVD 29 (??/??/92)   22.804  (m)           74.82   (f) ADJ UNCH    2 0
 AN0743
 AN0743.Superseded values are not recommended for survey control.
 AN0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0743.See file dsdata.txt to determine how the superseded data were derived.
 AN0743
 AN0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS078946(NAD 83)
 AN0743_MARKER: DB = BENCH MARK DISK
 AN0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0743_STAMPING: A 697 1943
 AN0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0743+STABILITY: SURFACE MOTION
 AN0743
 AN0743  HISTORY     - Date     Condition        Report By
 AN0743  HISTORY     - 1943     MONUMENTED       CGS
 AN0743  HISTORY     - 1973     MARK NOT FOUND   NGS
 AN0743  HISTORY     - 1987     GOOD             USPSQD
 AN0743  HISTORY     - 19910428 GOOD             USPSQD
 AN0743
 AN0743                          STATION DESCRIPTION
 AN0743
 AN0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0743'5.7 MI SW FROM INEZ.
 AN0743'5.7 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0743'STATION AT INEZ, VICTORIA COUNTY, 4 POLES NORTHEAST OF MILEPOST 82,
 AN0743'43.6 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, 56 FEET SOUTHEAST
 AN0743'OF THE CENTER LINE OF U.S. HIGHWAY 59, 3 FEET SOUTHWEST OF A WHITE
 AN0743'WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN
 AN0743'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN0743
 AN0743                          STATION RECOVERY (1973)
 AN0743
 AN0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0743'MARK NOT FOUND.
 AN0743
 AN0743                          STATION RECOVERY (1987)
 AN0743
 AN0743'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AN0743'RECOVERED IN GOOD CONDITION.
 AN0743
 AN0743                          STATION RECOVERY (1991)
 AN0743
 AN0743'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0983 ***********************************************************************
 AN0983  DESIGNATION -  A 699
 AN0983  PID         -  AN0983
 AN0983  STATE/COUNTY-  TX/VICTORIA
 AN0983  USGS QUAD   -  RAISIN (1987)
 AN0983
 AN0983                         *CURRENT SURVEY CONTROL
 AN0983  ___________________________________________________________________
 AN0983* NAD 83(1986)-  28 37 53.     (N)    097 02 46.     (W)     SCALED    
 AN0983* NAVD 88     -        26.34   (+/-2cm)      86.4    (feet)  VERTCON   
 AN0983  ___________________________________________________________________
 AN0983  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0983
 AN0983  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0983
 AN0983.The horizontal coordinates were scaled from a topographic map and have
 AN0983.an estimated accuracy of +/- 6 seconds.
 AN0983
 AN0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0983.The vertical order pertains to the NGVD 29 superseded value.
 AN0983
 AN0983.The geoid height was determined by GEOID03.
 AN0983
 AN0983;                    North         East    Units  Estimated Accuracy
 AN0983;SPC TXSC     - 4,090,040.      791,040.      MT  (+/- 180 meters Scaled)
 AN0983
 AN0983                          SUPERSEDED SURVEY CONTROL
 AN0983
 AN0983  NGVD 29 (??/??/92)   26.465  (m)           86.83   (f) ADJ UNCH    2 0
 AN0983
 AN0983.Superseded values are not recommended for survey control.
 AN0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0983.See file dsdata.txt to determine how the superseded data were derived.
 AN0983
 AN0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS910687(NAD 83)
 AN0983_MARKER: DB = BENCH MARK DISK
 AN0983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0983_SP_SET: CULVERT
 AN0983_STAMPING: A 699 1943
 AN0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0983
 AN0983  HISTORY     - Date     Condition        Report By
 AN0983  HISTORY     - 1943     MONUMENTED       CGS
 AN0983
 AN0983                          STATION DESCRIPTION
 AN0983
 AN0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0983'13.2 MI SW FROM VICTORIA.
 AN0983'TO REACH FROM THE CITY HALL AT VICTORIA, PROCEED 2.9 MILES SOUTHWEST
 AN0983'ALONG THE TEXAS AND NEW ORLEANS RAILROAD TO THE INTERSECTION OF U.S.
 AN0983'HIGHWAY NO. 77, THENCE GO 10.3 MILES SOUTH ALONG U.S. HIGHWAY NO. 77
 AN0983'TO A 4X4 FOOT CONCRETE CULVERT UNDER HIGHWAY AND SITE OF BENCH MARK.
 AN0983'BENCHENCH MARK IS SET HORIZONTALLY IN THE SOUTH END OF THE WEST
 AN0983'CONCRETE HEADWALL OF CULVERT, ABOUT 400.0 FEET NORTH OF A FARM HOUSE.
 AN0983'IT IS 15.3 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AN0983'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0984 ***********************************************************************
 AN0984  DESIGNATION -  A 699 RESET 1954
 AN0984  PID         -  AN0984
 AN0984  STATE/COUNTY-  TX/VICTORIA
 AN0984  USGS QUAD   -  RAISIN (1987)
 AN0984
 AN0984                         *CURRENT SURVEY CONTROL
 AN0984  ___________________________________________________________________
 AN0984* NAD 83(1986)-  28 37 53.     (N)    097 02 46.     (W)     SCALED    
 AN0984* NAVD 88     -        26.20   (+/-2cm)      86.0    (feet)  VERTCON   
 AN0984  ___________________________________________________________________
 AN0984  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0984
 AN0984  VERT ORDER  -  THIRD (See Below)
 AN0984
 AN0984.The horizontal coordinates were scaled from a topographic map and have
 AN0984.an estimated accuracy of +/- 6 seconds.
 AN0984
 AN0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0984.The vertical order pertains to the NGVD 29 superseded value.
 AN0984
 AN0984.The geoid height was determined by GEOID03.
 AN0984
 AN0984;                    North         East    Units  Estimated Accuracy
 AN0984;SPC TXSC     - 4,090,040.      791,040.      MT  (+/- 180 meters Scaled)
 AN0984
 AN0984                          SUPERSEDED SURVEY CONTROL
 AN0984
 AN0984  NGVD 29 (01/29/03)   26.33   (m)           86.4    (f) RESET       3  
 AN0984
 AN0984.Superseded values are not recommended for survey control.
 AN0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0984.See file dsdata.txt to determine how the superseded data were derived.
 AN0984
 AN0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS910687(NAD 83)
 AN0984_MARKER: DB = BENCH MARK DISK
 AN0984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0984_SP_SET: CULVERT
 AN0984_STAMPING: A 699 RESET 1954
 AN0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0984
 AN0984  HISTORY     - Date     Condition        Report By
 AN0984  HISTORY     - 1954     MONUMENTED       TXHD
 AN0984  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0984
 AN0984                          STATION DESCRIPTION
 AN0984
 AN0984'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AN0984'13.2 MI SW FROM VICTORIA.
 AN0984'2.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0984'CITY HALL AT VICTORIA, VICTORIA COUNTY, THENCE 10.3 MILES SOUTH ALONG
 AN0984'U.S. HIGHWAY 77.  400 FEET NORTH OF A FARMHOUSE, AT A CONCRETE
 AN0984'CULVERT, IN THE TOP OF THE WEST HEADWALL, 30.1 FEET WEST OF THE
 AN0984'CENTERLINE OF THE HIGHWAY, AND 0.5 FOOT LOWER THAN THE HIGHWAY.  A
 AN0984'STANDARD DISK, STAMPED A 699 RESET 1954.
 AN0984
 AN0984                          STATION RECOVERY (1990)
 AN0984
 AN0984'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0994 ***********************************************************************
 AX0994  DESIGNATION -  A 7
 AX0994  PID         -  AX0994
 AX0994  STATE/COUNTY-  TX/FAYETTE
 AX0994  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0994
 AX0994                         *CURRENT SURVEY CONTROL
 AX0994  ___________________________________________________________________
 AX0994* NAD 83(1986)-  29 54 23.     (N)    096 52 40.     (W)     SCALED    
 AX0994* NAVD 88     -        82.09   (+/-2cm)     269.3    (feet)  VERTCON   
 AX0994  ___________________________________________________________________
 AX0994  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX0994
 AX0994  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX0994
 AX0994.The horizontal coordinates were scaled from a topographic map and have
 AX0994.an estimated accuracy of +/- 6 seconds.
 AX0994
 AX0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0994.The vertical order pertains to the NGVD 29 superseded value.
 AX0994
 AX0994.The geoid height was determined by GEOID03.
 AX0994
 AX0994;                    North         East    Units  Estimated Accuracy
 AX0994;SPC TXSC     - 4,231,610.      804,930.      MT  (+/- 180 meters Scaled)
 AX0994
 AX0994                          SUPERSEDED SURVEY CONTROL
 AX0994
 AX0994  NGVD 29 (??/??/92)   82.04   (m)          269.2    (f) COMPUTED    1 2
 AX0994
 AX0994.Superseded values are not recommended for survey control.
 AX0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0994.See file dsdata.txt to determine how the superseded data were derived.
 AX0994
 AX0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU048103(NAD 83)
 AX0994_MARKER: DB = BENCH MARK DISK
 AX0994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0994_SP_SET: BUILDING
 AX0994_STAMPING: A 7 ELEV. 269.258 FT
 AX0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0994
 AX0994  HISTORY     - Date     Condition        Report By
 AX0994  HISTORY     - UNK      MONUMENTED       CGS
 AX0994  HISTORY     - 1943     GOOD             NGS
 AX0994  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0994
 AX0994                          STATION DESCRIPTION
 AX0994
 AX0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0994'IN LA GRANGE.
 AX0994'BENCH MARK IS SET VERTICALLY IN THE NORTH FACE AT THE NORTHEAST CORNER
 AX0994'OF THE FIRST NATIONAL BANK BUILDING AT LA GRANGE.  IT IS 15.0 FEET
 AX0994'EAST OF THE CENTERLINE OF THE MAIN ENTRANCE, AND 3.2 FEET ABOVE THE
 AX0994'SIDEWALK.
 AX0994
 AX0994                          STATION RECOVERY (1997)
 AX0994
 AX0994'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0995 ***********************************************************************
 AX0995  DESIGNATION -  A 7 RESET
 AX0995  PID         -  AX0995
 AX0995  STATE/COUNTY-  TX/FAYETTE
 AX0995  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0995
 AX0995                         *CURRENT SURVEY CONTROL
 AX0995  ___________________________________________________________________
 AX0995* NAD 83(1986)-  29 54 24.     (N)    096 52 38.     (W)     SCALED    
 AX0995* NAVD 88     -        80.956  (meters)     265.60   (feet)  ADJUSTED  
 AX0995  ___________________________________________________________________
 AX0995  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX0995  DYNAMIC HT  -          80.844 (meters)     265.24  (feet)  COMP
 AX0995  MODELED GRAV-     979,264.0   (mgal)                       NAVD 88
 AX0995
 AX0995  VERT ORDER  -  FIRST     CLASS I
 AX0995
 AX0995.The horizontal coordinates were scaled from a topographic map and have
 AX0995.an estimated accuracy of +/- 6 seconds.
 AX0995
 AX0995.The orthometric height was determined by differential leveling
 AX0995.and adjusted by the National Geodetic Survey in June 1991..
 AX0995.WARNING-Repeat measurements at this control monument indicate possible
 AX0995.vertical movement.
 AX0995
 AX0995.The geoid height was determined by GEOID03.
 AX0995
 AX0995.The dynamic height is computed by dividing the NAVD 88
 AX0995.geopotential number by the normal gravity value computed on the
 AX0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0995.degrees latitude (g = 980.6199 gals.).
 AX0995
 AX0995.The modeled gravity was interpolated from observed gravity values.
 AX0995
 AX0995;                    North         East    Units  Estimated Accuracy
 AX0995;SPC TXSC     - 4,231,640.      804,980.      MT  (+/- 180 meters Scaled)
 AX0995
 AX0995                          SUPERSEDED SURVEY CONTROL
 AX0995
 AX0995  NGVD 29 (??/??/92)   80.909  (m)          265.45   (f) ADJ UNCH    1 1
 AX0995
 AX0995.Superseded values are not recommended for survey control.
 AX0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0995.See file dsdata.txt to determine how the superseded data were derived.
 AX0995
 AX0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU049103(NAD 83)
 AX0995_MARKER: DB = BENCH MARK DISK
 AX0995_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AX0995_SP_SET: SIDEWALK
 AX0995_STAMPING: A 7 RESET 1967
 AX0995_MARK LOGO: CGS   
 AX0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0995
 AX0995  HISTORY     - Date     Condition        Report By
 AX0995  HISTORY     - 1967     MONUMENTED       CGS
 AX0995  HISTORY     - 1972     POOR             NGS
 AX0995  HISTORY     - 1978     GOOD             NGS
 AX0995  HISTORY     - 1987     GOOD             USPSQD
 AX0995  HISTORY     - 1987     GOOD             USPSQD
 AX0995  HISTORY     - 1987     GOOD             USPSQD
 AX0995  HISTORY     - 1987     GOOD             USPSQD
 AX0995  HISTORY     - 1987     POOR             NGS
 AX0995  HISTORY     - 19970607 GOOD             USPSQD
 AX0995
 AX0995                          STATION DESCRIPTION
 AX0995
 AX0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0995'IN LA GRANGE.
 AX0995'AT LA GRANGE, AT THE SOUTH CORNER OF THE POST OFFICE LAWN AND IN THE
 AX0995'NORTH ANGLE OF THE INTERSECTION OF COLORADO AND JEFFERSON STREETS
 AX0995'(U.S. HIGHWAY 77), SET IN THE TOP OF THE NORTH-SOUTH WALKWAY THAT
 AX0995'LEADS TO THE WALKWAY AROUND THE POST OFFICE BUILDING.  52.3 FEET SOUTH
 AX0995'OF THE SOUTH CORNER OF THE BUILDING, 28 1/2 FEET NORTHEAST OF THE
 AX0995'CENTER LINE OF JEFFERSON STREET, 36 FEET NORTHWEST OF THE CENTER LINE
 AX0995'OF COLORADO STREET, 1.0 FOOT EAST OF THE WEST EDGE OF THE WALKWAY, AND
 AX0995'ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREETS.  NOTE-- THE MARK IS SET
 AX0995'IN A POOR STRUCTURE BEING IN THE SIDEWALK.
 AX0995
 AX0995                          STATION RECOVERY (1978)
 AX0995
 AX0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0995'RECOVERED IN GOOD CONDITION.
 AX0995
 AX0995                          STATION RECOVERY (1987)
 AX0995
 AX0995'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AX0995'RECOVERED IN GOOD CONDITION.
 AX0995
 AX0995                          STATION RECOVERY (1987)
 AX0995
 AX0995'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 AX0995'RECOVERED IN GOOD CONDITION.
 AX0995
 AX0995                          STATION RECOVERY (1987)
 AX0995
 AX0995'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX0995'RECOVERED IN GOOD CONDITION.
 AX0995
 AX0995                          STATION RECOVERY (1987)
 AX0995
 AX0995'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX0995'RECOVERED IN GOOD CONDITION.
 AX0995
 AX0995                          STATION RECOVERY (1987)
 AX0995
 AX0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0995'RECOVERED IN POOR CONDITION.  THE 1972 DESCRIPTION IS ADEQUATE EXCEPT
 AX0995'ADD--SET IN A CRACKED PORTION OF SIDEWALK.  NOT LEVELED DURING THIS
 AX0995'SURVEY.
 AX0995
 AX0995                          STATION RECOVERY (1997)
 AX0995
 AX0995'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0144 ***********************************************************************
 EO0144  DESIGNATION -  A 70
 EO0144  PID         -  EO0144
 EO0144  STATE/COUNTY-  TX/BAILEY
 EO0144  USGS QUAD   -  MULESHOE (1980)
 EO0144
 EO0144                         *CURRENT SURVEY CONTROL
 EO0144  ___________________________________________________________________
 EO0144* NAD 83(1986)-  34 10 51.     (N)    102 39 33.     (W)     SCALED    
 EO0144* NAVD 88     -      1154.793  (meters)    3788.68   (feet)  ADJUSTED  
 EO0144  ___________________________________________________________________
 EO0144  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 EO0144  DYNAMIC HT  -        1153.295 (meters)    3783.77  (feet)  COMP
 EO0144  MODELED GRAV-     979,298.6   (mgal)                       NAVD 88
 EO0144
 EO0144  VERT ORDER  -  FIRST     CLASS II
 EO0144
 EO0144.The horizontal coordinates were scaled from a topographic map and have
 EO0144.an estimated accuracy of +/- 6 seconds.
 EO0144
 EO0144.The orthometric height was determined by differential leveling
 EO0144.and adjusted by the National Geodetic Survey in June 1991..
 EO0144
 EO0144.The geoid height was determined by GEOID03.
 EO0144
 EO0144.The dynamic height is computed by dividing the NAVD 88
 EO0144.geopotential number by the normal gravity value computed on the
 EO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0144.degrees latitude (g = 980.6199 gals.).
 EO0144
 EO0144.The modeled gravity was interpolated from observed gravity values.
 EO0144
 EO0144;                    North         East    Units  Estimated Accuracy
 EO0144;SPC TXNC     - 2,286,410.      216,650.      MT  (+/- 180 meters Scaled)
 EO0144
 EO0144                          SUPERSEDED SURVEY CONTROL
 EO0144
 EO0144  NGVD 29 (??/??/92) 1154.237  (m)         3786.86   (f) ADJ UNCH    1 2
 EO0144
 EO0144.Superseded values are not recommended for survey control.
 EO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0144.See file dsdata.txt to determine how the superseded data were derived.
 EO0144
 EO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT157846(NAD 83)
 EO0144_MARKER: DB = BENCH MARK DISK
 EO0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0144_STAMPING: 3876.859 A 70 1930
 EO0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0144+STABILITY: SURFACE MOTION
 EO0144
 EO0144  HISTORY     - Date     Condition        Report By
 EO0144  HISTORY     - 1930     MONUMENTED       CGS
 EO0144  HISTORY     - 1962     MARK NOT FOUND   NGS
 EO0144  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0144
 EO0144                          STATION DESCRIPTION
 EO0144
 EO0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EO0144'3.0 MI NW FROM MILL.
 EO0144'3 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM MILL,
 EO0144'BAILEY COUNTY, ABOUT 100 FEET SOUTHWEST OF MILEPOST 27, 50 FEET
 EO0144'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 8 INCHES UNDER GROUND, AND
 EO0144'SET IN THE TOP OF A CONCRETE POST.
 EO0144
 EO0144                          STATION RECOVERY (1982)
 EO0144
 EO0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0144'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0189 ***********************************************************************
 BO0189  DESIGNATION -  A 700
 BO0189  PID         -  BO0189
 BO0189  STATE/COUNTY-  TX/CROCKETT
 BO0189  USGS QUAD   -  OZONA (1979)
 BO0189
 BO0189                         *CURRENT SURVEY CONTROL
 BO0189  ___________________________________________________________________
 BO0189* NAD 83(1986)-  30 43 18.     (N)    101 12 00.     (W)     SCALED    
 BO0189* NAVD 88     -       717.558  (meters)    2354.19   (feet)  ADJUSTED  
 BO0189  ___________________________________________________________________
 BO0189  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 BO0189  DYNAMIC HT  -         716.502 (meters)    2350.72  (feet)  COMP
 BO0189  MODELED GRAV-     979,146.8   (mgal)                       NAVD 88
 BO0189
 BO0189  VERT ORDER  -  SECOND    CLASS 0
 BO0189
 BO0189.The horizontal coordinates were scaled from a topographic map and have
 BO0189.an estimated accuracy of +/- 6 seconds.
 BO0189
 BO0189.The orthometric height was determined by differential leveling
 BO0189.and adjusted by the National Geodetic Survey in June 1991..
 BO0189
 BO0189.The geoid height was determined by GEOID03.
 BO0189
 BO0189.The dynamic height is computed by dividing the NAVD 88
 BO0189.geopotential number by the normal gravity value computed on the
 BO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0189.degrees latitude (g = 980.6199 gals.).
 BO0189
 BO0189.The modeled gravity was interpolated from observed gravity values.
 BO0189
 BO0189;                    North         East    Units  Estimated Accuracy
 BO0189;SPC TX C     - 3,117,280.      617,000.      MT  (+/- 180 meters Scaled)
 BO0189
 BO0189                          SUPERSEDED SURVEY CONTROL
 BO0189
 BO0189  NGVD 29 (??/??/92)  717.343  (m)         2353.48   (f) ADJ UNCH    2 0
 BO0189
 BO0189.Superseded values are not recommended for survey control.
 BO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0189.See file dsdata.txt to determine how the superseded data were derived.
 BO0189
 BO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV893008(NAD 83)
 BO0189_MARKER: DB = BENCH MARK DISK
 BO0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0189_SP_SET: BRIDGE
 BO0189_STAMPING: A 700 1942
 BO0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0189
 BO0189  HISTORY     - Date     Condition        Report By
 BO0189  HISTORY     - 1942     MONUMENTED       CGS
 BO0189  HISTORY     - 1966     MARK NOT FOUND   NGS
 BO0189  HISTORY     - 1967     MARK NOT FOUND   USGS
 BO0189
 BO0189                          STATION DESCRIPTION
 BO0189
 BO0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0189'0.8 MI N FROM OZONA.
 BO0189'ABOUT 0.8 MILE ALONG STATE HIGHWAY 163 FROM THE OZONA NATIONAL BANK AT
 BO0189'OZONA, CROCKETT COUNTY, 102 FEET WEST OF A POLE, 67 FEET NORTH OF
 BO0189'ANOTHER POLE, AT THE FIRST 3-FOOT CONCRETE BOX CULVERT NORTHEAST OF A
 BO0189'CONCRETE BRIDGE, IN THE NORTHEAST END OF THE SOUTHEAST HEAD WALL, 14.6
 BO0189'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 BO0189'STAMPED A 700 1942.  NOTE-- IT IS BELIEVED THIS BENCH MARK WAS
 BO0189'DESTROYED WHEN THE CULVERTS WERE WIDENED DURING ROAD IMPROVEMENTS
 BO0189'ALONG STATE HIGHWAY 163.  NOTE-- CULVERT HAS BEEN EXTENDED.
 BO0189
 BO0189                          STATION RECOVERY (1967)
 BO0189
 BO0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0219 ***********************************************************************
 BO0219  DESIGNATION -  A 702
 BO0219  PID         -  BO0219
 BO0219  STATE/COUNTY-  TX/CROCKETT
 BO0219  USGS QUAD   -  HOWARDS WELL (1970)
 BO0219
 BO0219                         *CURRENT SURVEY CONTROL
 BO0219  ___________________________________________________________________
 BO0219* NAD 83(1986)-  30 28 58.     (N)    101 24 23.     (W)     SCALED    
 BO0219* NAVD 88     -       646.285  (meters)    2120.35   (feet)  ADJUSTED  
 BO0219  ___________________________________________________________________
 BO0219  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 BO0219  DYNAMIC HT  -         645.325 (meters)    2117.20  (feet)  COMP
 BO0219  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 BO0219
 BO0219  VERT ORDER  -  FIRST     CLASS II
 BO0219
 BO0219.The horizontal coordinates were scaled from a topographic map and have
 BO0219.an estimated accuracy of +/- 6 seconds.
 BO0219
 BO0219.The orthometric height was determined by differential leveling
 BO0219.and adjusted by the National Geodetic Survey in June 1991..
 BO0219
 BO0219.The geoid height was determined by GEOID03.
 BO0219
 BO0219.The dynamic height is computed by dividing the NAVD 88
 BO0219.geopotential number by the normal gravity value computed on the
 BO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0219.degrees latitude (g = 980.6199 gals.).
 BO0219
 BO0219.The modeled gravity was interpolated from observed gravity values.
 BO0219
 BO0219;                    North         East    Units  Estimated Accuracy
 BO0219;SPC TX C     - 3,090,970.      596,980.      MT  (+/- 180 meters Scaled)
 BO0219
 BO0219                          SUPERSEDED SURVEY CONTROL
 BO0219
 BO0219  NGVD 29 (??/??/92)  646.092  (m)         2119.72   (f) ADJ UNCH    1 2
 BO0219
 BO0219.Superseded values are not recommended for survey control.
 BO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0219.See file dsdata.txt to determine how the superseded data were derived.
 BO0219
 BO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU690747(NAD 83)
 BO0219_MARKER: DB = BENCH MARK DISK
 BO0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0219_STAMPING: A 702 1942
 BO0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0219+STABILITY: SURFACE MOTION
 BO0219
 BO0219  HISTORY     - Date     Condition        Report By
 BO0219  HISTORY     - 1942     MONUMENTED       CGS
 BO0219  HISTORY     - 1969     MARK NOT FOUND   USGS
 BO0219
 BO0219                          STATION DESCRIPTION
 BO0219
 BO0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0219'23.8 MI S FROM OZONA.
 BO0219'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0219'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0219'ABOUT 19.2 MILES SOUTH ALONG A DIRT ROAD, 37.4 FEET NORTHWEST OF THE
 BO0219'CENTER LINE OF THE DIRT ROAD, ALONG A DIRT ROAD, 37.4 FEET NORTHWEST
 BO0219'OF THE CENTER LINE OF THE DIRT ROAD, 1.0 FOOT SOUTHEAST OF A WIRE
 BO0219'FENCE, 85.0 FEET WEST AND ACROSS THE ROAD FROM A TELEPHONE POLE, ABOUT
 BO0219'0.1 MILE NORTHEAST OF A WOODE GATE WHICH IS NORTHWEST OF THE ROAD,
 BO0219'ABOUT 1.0 FOOT HIGHER THAN THE ROAD.
 BO0219
 BO0219                          STATION RECOVERY (1969)
 BO0219
 BO0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BO0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0290 ***********************************************************************
 BO0290  DESIGNATION -  A 703
 BO0290  PID         -  BO0290
 BO0290  STATE/COUNTY-  TX/VAL VERDE
 BO0290  USGS QUAD   -  PANDALE (1970)
 BO0290
 BO0290                         *CURRENT SURVEY CONTROL
 BO0290  ___________________________________________________________________
 BO0290* NAD 83(1986)-  30 12 22.     (N)    101 33 27.     (W)     SCALED    
 BO0290* NAVD 88     -       515.036  (meters)    1689.75   (feet)  ADJUSTED  
 BO0290  ___________________________________________________________________
 BO0290  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 BO0290  DYNAMIC HT  -         514.274 (meters)    1687.25  (feet)  COMP
 BO0290  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 BO0290
 BO0290  VERT ORDER  -  FIRST     CLASS II
 BO0290
 BO0290.The horizontal coordinates were scaled from a topographic map and have
 BO0290.an estimated accuracy of +/- 6 seconds.
 BO0290
 BO0290.The orthometric height was determined by differential leveling
 BO0290.and adjusted by the National Geodetic Survey in June 1991..
 BO0290
 BO0290.The geoid height was determined by GEOID03.
 BO0290
 BO0290.The dynamic height is computed by dividing the NAVD 88
 BO0290.geopotential number by the normal gravity value computed on the
 BO0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0290.degrees latitude (g = 980.6199 gals.).
 BO0290
 BO0290.The modeled gravity was interpolated from observed gravity values.
 BO0290
 BO0290;                    North         East    Units  Estimated Accuracy
 BO0290;SPC TXSC     - 4,265,670.      353,770.      MT  (+/- 180 meters Scaled)
 BO0290
 BO0290                          SUPERSEDED SURVEY CONTROL
 BO0290
 BO0290  NGVD 29 (??/??/92)  514.896  (m)         1689.29   (f) ADJ UNCH    1 2
 BO0290
 BO0290.Superseded values are not recommended for survey control.
 BO0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0290.See file dsdata.txt to determine how the superseded data were derived.
 BO0290
 BO0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU538443(NAD 83)
 BO0290_MARKER: DB = BENCH MARK DISK
 BO0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0290_STAMPING: A 703 1942
 BO0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0290+STABILITY: SURFACE MOTION
 BO0290
 BO0290  HISTORY     - Date     Condition        Report By
 BO0290  HISTORY     - 1942     MONUMENTED       CGS
 BO0290  HISTORY     - 19991229 MARK NOT FOUND   USPSQD
 BO0290
 BO0290                          STATION DESCRIPTION
 BO0290
 BO0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0290'1.25 MI N FROM PANDALE.
 BO0290'THIS MARK IS ABOUT 1.25 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0290'SCHOOLHOUSE AT PANDALE, 19.9 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BO0290'DIRT ROAD, 3.0 FEET SOUTHWEST OF A WIRE FENCE WHICH RUNS PARALLEL WITH
 BO0290'THE ROAD, ABOUT 0.15 MILE SOUTH OF A CONCRETE STOCK GUARD IN THE ROAD,
 BO0290'ABOUT LEVEL WITH THE ROAD.
 BO0290
 BO0290                          STATION RECOVERY (1999)
 BO0290
 BO0290'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0502 ***********************************************************************
 CD0502  DESIGNATION -  A 705
 CD0502  PID         -  CD0502
 CD0502  STATE/COUNTY-  TX/HUDSPETH
 CD0502  USGS QUAD   -  PIERCE RANCH (1979)
 CD0502
 CD0502                         *CURRENT SURVEY CONTROL
 CD0502  ___________________________________________________________________
 CD0502* NAD 83(1986)-  31 20 25.     (N)    105 20 11.     (W)     SCALED    
 CD0502* NAVD 88     -      1406.326  (meters)    4613.92   (feet)  ADJUSTED  
 CD0502  ___________________________________________________________________
 CD0502  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0502  DYNAMIC HT  -        1404.109 (meters)    4606.65  (feet)  COMP
 CD0502  MODELED GRAV-     979,013.9   (mgal)                       NAVD 88
 CD0502
 CD0502  VERT ORDER  -  FIRST     CLASS II
 CD0502
 CD0502.The horizontal coordinates were scaled from a topographic map and have
 CD0502.an estimated accuracy of +/- 6 seconds.
 CD0502
 CD0502.The orthometric height was determined by differential leveling
 CD0502.and adjusted by the National Geodetic Survey in June 1991..
 CD0502
 CD0502.The geoid height was determined by GEOID03.
 CD0502
 CD0502.The dynamic height is computed by dividing the NAVD 88
 CD0502.geopotential number by the normal gravity value computed on the
 CD0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0502.degrees latitude (g = 980.6199 gals.).
 CD0502
 CD0502.The modeled gravity was interpolated from observed gravity values.
 CD0502
 CD0502;                    North         East    Units  Estimated Accuracy
 CD0502;SPC TX C     - 3,196,230.      224,100.      MT  (+/- 180 meters Scaled)
 CD0502
 CD0502                          SUPERSEDED SURVEY CONTROL
 CD0502
 CD0502  NGVD 29 (??/??/92) 1405.736  (m)         4611.99   (f) ADJ UNCH    1 2
 CD0502
 CD0502.Superseded values are not recommended for survey control.
 CD0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0502.See file dsdata.txt to determine how the superseded data were derived.
 CD0502
 CD0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ680673(NAD 83)
 CD0502_MARKER: DB = BENCH MARK DISK
 CD0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0502_STAMPING: A 705 1942
 CD0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0502+STABILITY: SURFACE MOTION
 CD0502
 CD0502  HISTORY     - Date     Condition        Report By
 CD0502  HISTORY     - 1942     MONUMENTED       CGS
 CD0502  HISTORY     - 1958     GOOD             NGS
 CD0502
 CD0502                          STATION DESCRIPTION
 CD0502
 CD0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0502'12.65 MI N FROM SIERRA BLANCA.
 CD0502'ABOUT 12.65 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0502'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 40 FEET SOUTHWEST OF THE
 CD0502'CENTER LINE OF THE ROAD, ABOUT 0.15 MILE NORTHWEST OF A CURVE, 23 1/2
 CD0502'FEET SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET NORTHEAST OF A FENCE, 1
 CD0502'1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 CD0502'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 CD0502'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0453 ***********************************************************************
 CD0453  DESIGNATION -  A 706
 CD0453  PID         -  CD0453
 CD0453  STATE/COUNTY-  TX/HUDSPETH
 CD0453  USGS QUAD   -  HUECO STATION (1984)
 CD0453
 CD0453                         *CURRENT SURVEY CONTROL
 CD0453  ___________________________________________________________________
 CD0453* NAD 83(1986)-  31 41 38.     (N)    105 22 20.     (W)     SCALED    
 CD0453* NAVD 88     -      1279.354  (meters)    4197.35   (feet)  ADJUSTED  
 CD0453  ___________________________________________________________________
 CD0453  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0453  DYNAMIC HT  -        1277.409 (meters)    4190.97  (feet)  COMP
 CD0453  MODELED GRAV-     979,075.5   (mgal)                       NAVD 88
 CD0453
 CD0453  VERT ORDER  -  FIRST     CLASS II
 CD0453
 CD0453.The horizontal coordinates were scaled from a topographic map and have
 CD0453.an estimated accuracy of +/- 6 seconds.
 CD0453
 CD0453.The orthometric height was determined by differential leveling
 CD0453.and adjusted by the National Geodetic Survey in June 1991..
 CD0453
 CD0453.The geoid height was determined by GEOID03.
 CD0453
 CD0453.The dynamic height is computed by dividing the NAVD 88
 CD0453.geopotential number by the normal gravity value computed on the
 CD0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0453.degrees latitude (g = 980.6199 gals.).
 CD0453
 CD0453.The modeled gravity was interpolated from observed gravity values.
 CD0453
 CD0453;                    North         East    Units  Estimated Accuracy
 CD0453;SPC TX C     - 3,235,550.      222,470.      MT  (+/- 180 meters Scaled)
 CD0453
 CD0453                          SUPERSEDED SURVEY CONTROL
 CD0453
 CD0453  NGVD 29 (??/??/92) 1278.794  (m)         4195.51   (f) ADJ UNCH    1 2
 CD0453
 CD0453.Superseded values are not recommended for survey control.
 CD0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0453.See file dsdata.txt to determine how the superseded data were derived.
 CD0453
 CD0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR647065(NAD 83)
 CD0453_MARKER: DB = BENCH MARK DISK
 CD0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0453_STAMPING: A 706 1942
 CD0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0453+STABILITY: SURFACE MOTION
 CD0453
 CD0453  HISTORY     - Date     Condition        Report By
 CD0453  HISTORY     - 1942     MONUMENTED       CGS
 CD0453  HISTORY     - 1958     GOOD             NGS
 CD0453  HISTORY     - 1977     GOOD             NGS
 CD0453
 CD0453                          STATION DESCRIPTION
 CD0453
 CD0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0453'37.9 MI N FROM SIERRA BLANCA.
 CD0453'ABOUT 37.9 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0453'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 116 FEET WEST OF THE CENTER
 CD0453'LINE OF THE RANCH ROAD, 34 FEET WEST OF THE CENTER LINE OF THE OLD
 CD0453'ROAD, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING WEST,
 CD0453'ABOUT 200 FEET NORTH OF A TEE FENCE CORNER, 77 FEET SOUTH-SOUTHEAST OF
 CD0453'A POWER POLE, 2 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WHITE WOODEN
 CD0453'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CD0453
 CD0453                          STATION RECOVERY (1977)
 CD0453
 CD0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0453'40.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0453'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 4.75 MILES
 CD0453'SOUTH ALONG RANCH ROAD 1111, 1.0 MILE SOUTH OF THE JUNCTION OF
 CD0453'RANCH ROAD 2317, 115.5 FT. WEST OF THE CENTER LINE OF THE ROAD,
 CD0453'77 FT. SOUTH-SOUTHEAST OF A POWER LINE POLE NUMBERED 500-20,
 CD0453'2 FT. EAST OF THE RIGHT-OF-WAY FENCE, 2 FT. SOUTH OF A WOODEN
 CD0453'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0398 ***********************************************************************
 BP0398  DESIGNATION -  A 707
 BP0398  PID         -  BP0398
 BP0398  STATE/COUNTY-  TX/BREWSTER
 BP0398  USGS QUAD   -  MOUNT ORD (1983)
 BP0398
 BP0398                         *CURRENT SURVEY CONTROL
 BP0398  ___________________________________________________________________
 BP0398* NAD 83(1986)-  30 08 56.     (N)    103 35 00.     (W)     SCALED    
 BP0398* NAVD 88     -      1444.017  (meters)    4737.58   (feet)  ADJUSTED  
 BP0398  ___________________________________________________________________
 BP0398  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 BP0398  DYNAMIC HT  -        1441.623 (meters)    4729.72  (feet)  COMP
 BP0398  MODELED GRAV-     978,933.4   (mgal)                       NAVD 88
 BP0398
 BP0398  VERT ORDER  -  SECOND    CLASS 0
 BP0398
 BP0398.The horizontal coordinates were scaled from a topographic map and have
 BP0398.an estimated accuracy of +/- 6 seconds.
 BP0398
 BP0398.The orthometric height was determined by differential leveling
 BP0398.and adjusted by the National Geodetic Survey in June 1991..
 BP0398
 BP0398.The geoid height was determined by GEOID03.
 BP0398
 BP0398.The dynamic height is computed by dividing the NAVD 88
 BP0398.geopotential number by the normal gravity value computed on the
 BP0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0398.degrees latitude (g = 980.6199 gals.).
 BP0398
 BP0398.The modeled gravity was interpolated from observed gravity values.
 BP0398
 BP0398;                    North         East    Units  Estimated Accuracy
 BP0398;SPC TXSC     - 4,265,280.      158,560.      MT  (+/- 180 meters Scaled)
 BP0398
 BP0398                          SUPERSEDED SURVEY CONTROL
 BP0398
 BP0398  NGVD 29 (??/??/92) 1443.508  (m)         4735.91   (f) ADJ UNCH    2 0
 BP0398
 BP0398.Superseded values are not recommended for survey control.
 BP0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0398.See file dsdata.txt to determine how the superseded data were derived.
 BP0398
 BP0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP364361(NAD 83)
 BP0398_MARKER: DB = BENCH MARK DISK
 BP0398_SETTING: 66 = SET IN ROCK OUTCROP
 BP0398_SP_SET: ROCK OUTCROP
 BP0398_STAMPING: A 707 1943
 BP0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0398+STABILITY: POSITION/ELEVATION WELL
 BP0398
 BP0398  HISTORY     - Date     Condition        Report By
 BP0398  HISTORY     - 1943     MONUMENTED       CGS
 BP0398  HISTORY     - 1958     GOOD             NGS
 BP0398  HISTORY     - 19961008 MARK NOT FOUND   USPSQD
 BP0398
 BP0398                          STATION DESCRIPTION
 BP0398
 BP0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0398'18.1 MI S FROM ALPINE.
 BP0398'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0398'STATION AT ALPINE, THENCE ABOUT 17.7 MILES SOUTH ALONG STATE HIGHWAY
 BP0398'118.  IN THE TOP OF A SMALL ROCK OUTCROP FLUSH WITH THE GROUND,
 BP0398'SURROUNDED BY A CIRCLE OF LOOSE ROCKS, ABOUT 250 FEET NORTH OF A CURVE
 BP0398'AROUND A POINTED HILL, 49 1/2 FEET EAST OF THE CENTER LINE OF THE
 BP0398'HIGHWAY, 10 1/2 FEET WEST OF A WOVEN WIRE FENCE, ABOUT 0.2 MILE NORTH
 BP0398'OF A PRIVATE ROAD LEADING EAST, AND ABOUT 2 FEET BELOW THE LEVEL OF
 BP0398'THE HIGHWAY.
 BP0398
 BP0398                          STATION RECOVERY (1996)
 BP0398
 BP0398'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0249 ***********************************************************************
 BA0249  DESIGNATION -  A 709
 BA0249  PID         -  BA0249
 BA0249  STATE/COUNTY-  TX/BREWSTER
 BA0249  USGS QUAD   -  HEN EGG MOUNTAIN (1971)
 BA0249
 BA0249                         *CURRENT SURVEY CONTROL
 BA0249  ___________________________________________________________________
 BA0249* NAD 83(1986)-  29 27 37.     (N)    103 32 29.     (W)     SCALED    
 BA0249* NAVD 88     -       991.132  (meters)    3251.74   (feet)  ADJUSTED  
 BA0249  ___________________________________________________________________
 BA0249  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 BA0249  DYNAMIC HT  -         989.513 (meters)    3246.43  (feet)  COMP
 BA0249  MODELED GRAV-     978,976.0   (mgal)                       NAVD 88
 BA0249
 BA0249  VERT ORDER  -  SECOND    CLASS 0
 BA0249
 BA0249.The horizontal coordinates were scaled from a topographic map and have
 BA0249.an estimated accuracy of +/- 6 seconds.
 BA0249
 BA0249.The orthometric height was determined by differential leveling
 BA0249.and adjusted by the National Geodetic Survey in June 1991..
 BA0249
 BA0249.The geoid height was determined by GEOID03.
 BA0249
 BA0249.The dynamic height is computed by dividing the NAVD 88
 BA0249.geopotential number by the normal gravity value computed on the
 BA0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0249.degrees latitude (g = 980.6199 gals.).
 BA0249
 BA0249.The modeled gravity was interpolated from observed gravity values.
 BA0249
 BA0249;                    North         East    Units  Estimated Accuracy
 BA0249;SPC TXSC     - 4,188,860.      159,640.      MT  (+/- 180 meters Scaled)
 BA0249
 BA0249                          SUPERSEDED SURVEY CONTROL
 BA0249
 BA0249  NGVD 29 (??/??/92)  990.670  (m)         3250.22   (f) ADJ UNCH    2 0
 BA0249
 BA0249.Superseded values are not recommended for survey control.
 BA0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0249.See file dsdata.txt to determine how the superseded data were derived.
 BA0249
 BA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN414598(NAD 83)
 BA0249_MARKER: DB = BENCH MARK DISK
 BA0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0249_STAMPING: A 709 1943
 BA0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0249+STABILITY: SURFACE MOTION
 BA0249
 BA0249  HISTORY     - Date     Condition        Report By
 BA0249  HISTORY     - 1943     MONUMENTED       CGS
 BA0249  HISTORY     - 1958     GOOD             NGS
 BA0249  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0249
 BA0249                          STATION DESCRIPTION
 BA0249
 BA0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0249'14.05 MI NE FROM TERLINGUA.
 BA0249'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0249'TERLINGUA, THENCE ABOUT 13.05 MILES NORTHEAST ALONG A GRADED DIRT
 BA0249'ROAD.  22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.3
 BA0249'MILE WEST OF A WINDMILL, ABOUT 0.25 MILE SOUTHWEST OF THE CREST OF A
 BA0249'LONG HILL, 203 FEET NORTHEAST OF A CATTLE GUARD, 2.0 FEET SOUTHWEST OF
 BA0249'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 BA0249'OF A CONCRETE POST FLUSH WITH THE GROUND.
 BA0249
 BA0249                          STATION RECOVERY (2001)
 BA0249
 BA0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0249'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0379 ***********************************************************************
 DP0379  DESIGNATION -  A 71
 DP0379  PID         -  DP0379
 DP0379  STATE/COUNTY-  TX/LUBBOCK
 DP0379  USGS QUAD   -  SHALLOWATER (1975)
 DP0379
 DP0379                         *CURRENT SURVEY CONTROL
 DP0379  ___________________________________________________________________
 DP0379* NAD 83(1986)-  33 39 03.     (N)    101 56 55.     (W)     SCALED    
 DP0379* NAVD 88     -       991.827  (meters)    3254.02   (feet)  POSTED    
 DP0379  ___________________________________________________________________
 DP0379  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 DP0379  DYNAMIC HT  -         990.540 (meters)    3249.80  (feet)  COMP
 DP0379  MODELED GRAV-     979,303.5   (mgal)                       NAVD 88
 DP0379
 DP0379  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0379
 DP0379.The horizontal coordinates were scaled from a topographic map and have
 DP0379.an estimated accuracy of +/- 6 seconds.
 DP0379
 DP0379.The orthometric height was determined by differential leveling
 DP0379.and adjusted by the National Geodetic Survey in 1992..
 DP0379.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0379.rate of 1.1 thru 2.0 mm/km.
 DP0379
 DP0379.The geoid height was determined by GEOID03.
 DP0379
 DP0379.The dynamic height is computed by dividing the NAVD 88
 DP0379.geopotential number by the normal gravity value computed on the
 DP0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0379.degrees latitude (g = 980.6199 gals.).
 DP0379
 DP0379.The modeled gravity was interpolated from observed gravity values.
 DP0379
 DP0379;                    North         East    Units  Estimated Accuracy
 DP0379;SPC TXNC     - 2,225,280.      280,180.      MT  (+/- 180 meters Scaled)
 DP0379
 DP0379                          SUPERSEDED SURVEY CONTROL
 DP0379
 DP0379  NGVD 29 (??/??/92)  991.424  (m)         3252.70   (f) ADJ UNCH    1 2
 DP0379
 DP0379.Superseded values are not recommended for survey control.
 DP0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0379.See file dsdata.txt to determine how the superseded data were derived.
 DP0379
 DP0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC265273(NAD 83)
 DP0379_MARKER: DB = BENCH MARK DISK
 DP0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0379_STAMPING: 3252.697 A 71 1930
 DP0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0379+STABILITY: SURFACE MOTION
 DP0379
 DP0379  HISTORY     - Date     Condition        Report By
 DP0379  HISTORY     - 1930     MONUMENTED       CGS
 DP0379  HISTORY     - 1959     GOOD             NGS
 DP0379  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0379
 DP0379                          STATION DESCRIPTION
 DP0379
 DP0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DP0379'3.8 MI SE FROM SHALLOWATER.
 DP0379'3.8 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0379'SHALLOWATER, LUBBOCK COUNTY, DIRECTLY OPPOSITE MILEPOST 82, 50 FEET
 DP0379'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND SET IN THE TOP OF A
 DP0379'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 DP0379
 DP0379                          STATION RECOVERY (1982)
 DP0379
 DP0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0379'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0309 ***********************************************************************
 CB0309  DESIGNATION -  A 710 RESET 1959
 CB0309  PID         -  CB0309
 CB0309  STATE/COUNTY-  TX/STERLING
 CB0309  USGS QUAD   -  CUMBIE DRAW (1963)
 CB0309
 CB0309                         *CURRENT SURVEY CONTROL
 CB0309  ___________________________________________________________________
 CB0309* NAD 83(1986)-  31 51 21.     (N)    101 03 07.     (W)     SCALED    
 CB0309* NAVD 88     -       705.48   (meters)    2314.6    (feet)  RESET     
 CB0309  ___________________________________________________________________
 CB0309  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 CB0309
 CB0309  VERT ORDER  -  THIRD
 CB0309
 CB0309.The horizontal coordinates were scaled from a topographic map and have
 CB0309.an estimated accuracy of +/- 6 seconds.
 CB0309
 CB0309.The orthometric height was computed from unverified reset data.
 CB0309
 CB0309.The geoid height was determined by GEOID03.
 CB0309
 CB0309;                    North         East    Units  Estimated Accuracy
 CB0309;SPC TX C     - 3,242,910.      631,990.      MT  (+/- 180 meters Scaled)
 CB0309
 CB0309                          SUPERSEDED SURVEY CONTROL
 CB0309
 CB0309  NGVD 29 (??/??/??)  705.26   (m)         2313.8    (f) RESET       3  
 CB0309
 CB0309.Superseded values are not recommended for survey control.
 CB0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0309.See file dsdata.txt to determine how the superseded data were derived.
 CB0309
 CB0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA058262(NAD 83)
 CB0309_MARKER: DB = BENCH MARK DISK
 CB0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0309_SP_SET: FOUNDATION
 CB0309_STAMPING: A 710 RESET 1959
 CB0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0309
 CB0309  HISTORY     - Date     Condition        Report By
 CB0309  HISTORY     - 1959     MONUMENTED       TXHD
 CB0309
 CB0309                          STATION DESCRIPTION
 CB0309
 CB0309'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 CB0309'4.4 MI NW FROM STERLING CITY.
 CB0309'3.3 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM STERLING CITY,
 CB0309'STERLING COUNTY, THENCE 1.1 MILES WEST ALONG THE GARDEN CITY HIGHWAY,
 CB0309'AT A CONCRETE BRIDGE OVER NORTH CONCHO RIVER, AT THE NORTH END OF THE
 CB0309'BRIDGE IN THE EAST END OF THE NORTH BANISTER FOUNDATION, 0.50 FEET
 CB0309'WEST OF THE END OF THE FOUNDATION, 15.50 FEET NORTH OF THE CENTERLINE
 CB0309'OF THE HIGHWAY, AND 0.67 FEET HIGHER THAN THE FLOOR OF THE BRIDGE AT
 CB0309'THE CENTERLINE. A STANDARD DISK, STAMPED A 710 RESET 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0334 ***********************************************************************
 CB0334  DESIGNATION -  A 711
 CB0334  PID         -  CB0334
 CB0334  STATE/COUNTY-  TX/GLASSCOCK
 CB0334  USGS QUAD   -  GARDEN CITY (1963)
 CB0334
 CB0334                         *CURRENT SURVEY CONTROL
 CB0334  ___________________________________________________________________
 CB0334* NAD 83(1986)-  31 51 35.     (N)    101 26 52.     (W)     SCALED    
 CB0334* NAVD 88     -       824.144  (meters)    2703.88   (feet)  ADJUSTED  
 CB0334  ___________________________________________________________________
 CB0334  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CB0334  DYNAMIC HT  -         823.003 (meters)    2700.14  (feet)  COMP
 CB0334  MODELED GRAV-     979,226.4   (mgal)                       NAVD 88
 CB0334
 CB0334  VERT ORDER  -  SECOND    CLASS 0
 CB0334
 CB0334.The horizontal coordinates were scaled from a topographic map and have
 CB0334.an estimated accuracy of +/- 6 seconds.
 CB0334
 CB0334.The orthometric height was determined by differential leveling
 CB0334.and adjusted by the National Geodetic Survey in June 1991..
 CB0334
 CB0334.The geoid height was determined by GEOID03.
 CB0334
 CB0334.The dynamic height is computed by dividing the NAVD 88
 CB0334.geopotential number by the normal gravity value computed on the
 CB0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0334.degrees latitude (g = 980.6199 gals.).
 CB0334
 CB0334.The modeled gravity was interpolated from observed gravity values.
 CB0334
 CB0334;                    North         East    Units  Estimated Accuracy
 CB0334;SPC TX C     - 3,243,650.      594,540.      MT  (+/- 180 meters Scaled)
 CB0334
 CB0334                          SUPERSEDED SURVEY CONTROL
 CB0334
 CB0334  NGVD 29 (??/??/92)  823.869  (m)         2702.98   (f) ADJ UNCH    2 0
 CB0334
 CB0334.Superseded values are not recommended for survey control.
 CB0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0334.See file dsdata.txt to determine how the superseded data were derived.
 CB0334
 CB0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA684274(NAD 83)
 CB0334_MARKER: DB = BENCH MARK DISK
 CB0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0334_STAMPING: A 711 1942
 CB0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0334+STABILITY: SURFACE MOTION
 CB0334
 CB0334  HISTORY     - Date     Condition        Report By
 CB0334  HISTORY     - 1942     MONUMENTED       CGS
 CB0334  HISTORY     - 1973     GOOD             TXHD
 CB0334
 CB0334                          STATION DESCRIPTION
 CB0334
 CB0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0334'2.0 MI E FROM GARDEN CITY.
 CB0334'2.0 MILES EAST ALONG THE STERLING CITY HIGHWAY FROM THE COURTHOUSE AT
 CB0334'GARDEN CITY, GLASSCOCK COUNTY, AT THE INTERSECTION OF A
 CB0334'NORTHEAST-AND-SOUTHWEST GRAVEL ROAD, 126 FEET WEST OF THE CENTERLINE
 CB0334'OF THE GRAVEL ROAD, NORTHEAST ACROSS THE HIGHWAY FROM A LARGE GRAVEL
 CB0334'PIT, 58 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.2 FEET WEST OF
 CB0334'A WHITE WOODEN WITNESS POST.  AND SET IN THE TOP OF A CONCRETE POST
 CB0334'PROJECTING 6 INCHES ABOVE GROUND.
 CB0334
 CB0334                          STATION RECOVERY (1973)
 CB0334
 CB0334'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0257 ***********************************************************************
 CD0257  DESIGNATION -  A 715
 CD0257  PID         -  CD0257
 CD0257  STATE/COUNTY-  TX/CULBERSON
 CD0257  USGS QUAD   -  FIGURE TWO RANCH (1973)
 CD0257
 CD0257                         *CURRENT SURVEY CONTROL
 CD0257  ___________________________________________________________________
 CD0257* NAD 83(1986)-  31 27 44.     (N)    104 46 12.     (W)     SCALED    
 CD0257* NAVD 88     -      1127.617  (meters)    3699.52   (feet)  ADJUSTED  
 CD0257  ___________________________________________________________________
 CD0257  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CD0257  DYNAMIC HT  -        1125.885 (meters)    3693.84  (feet)  COMP
 CD0257  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 CD0257
 CD0257  VERT ORDER  -  SECOND    CLASS 0
 CD0257
 CD0257.The horizontal coordinates were scaled from a topographic map and have
 CD0257.an estimated accuracy of +/- 6 seconds.
 CD0257
 CD0257.The orthometric height was determined by differential leveling
 CD0257.and adjusted by the National Geodetic Survey in June 1991..
 CD0257
 CD0257.The geoid height was determined by GEOID03.
 CD0257
 CD0257.The dynamic height is computed by dividing the NAVD 88
 CD0257.geopotential number by the normal gravity value computed on the
 CD0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0257.degrees latitude (g = 980.6199 gals.).
 CD0257
 CD0257.The modeled gravity was interpolated from observed gravity values.
 CD0257
 CD0257;                    North         East    Units  Estimated Accuracy
 CD0257;SPC TX C     - 3,207,460.      278,490.      MT  (+/- 180 meters Scaled)
 CD0257
 CD0257                          SUPERSEDED SURVEY CONTROL
 CD0257
 CD0257  NGVD 29 (??/??/92) 1127.126  (m)         3697.91   (f) ADJ UNCH    2 0
 CD0257
 CD0257.Superseded values are not recommended for survey control.
 CD0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0257.See file dsdata.txt to determine how the superseded data were derived.
 CD0257
 CD0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ218808(NAD 83)
 CD0257_MARKER: DB = BENCH MARK DISK
 CD0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0257_STAMPING: A 715 1942
 CD0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0257+STABILITY: SURFACE MOTION
 CD0257
 CD0257  HISTORY     - Date     Condition        Report By
 CD0257  HISTORY     - 1942     MONUMENTED       CGS
 CD0257  HISTORY     - 1958     GOOD             NGS
 CD0257
 CD0257                          STATION DESCRIPTION
 CD0257
 CD0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0257'35.7 MI N FROM VAN HORN.
 CD0257'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0257'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0257'HIGHWAY 54, THENCE ABOUT 4.3 MILES EAST ALONG A DIRT ROAD.  21 FEET
 CD0257'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.5 MILE WEST OF A STEEL
 CD0257'WINDMILL, ABOUT 0.1 MILE EAST OF A TERRACE ACROSS THE ROAD, 3 FEET
 CD0257'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 CD0257'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0156 ***********************************************************************
 CD0156  DESIGNATION -  A 716
 CD0156  PID         -  CD0156
 CD0156  STATE/COUNTY-  TX/CULBERSON
 CD0156  USGS QUAD   -  DOME HILL (1973)
 CD0156
 CD0156                         *CURRENT SURVEY CONTROL
 CD0156  ___________________________________________________________________
 CD0156* NAD 83(1986)-  31 20 31.     (N)    104 28 49.     (W)     SCALED    
 CD0156* NAVD 88     -      1360.528  (meters)    4463.67   (feet)  ADJUSTED  
 CD0156  ___________________________________________________________________
 CD0156  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0156  DYNAMIC HT  -        1358.426 (meters)    4456.77  (feet)  COMP
 CD0156  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 CD0156
 CD0156  VERT ORDER  -  SECOND    CLASS 0
 CD0156
 CD0156.The horizontal coordinates were scaled from a topographic map and have
 CD0156.an estimated accuracy of +/- 6 seconds.
 CD0156
 CD0156.The orthometric height was determined by differential leveling
 CD0156.and adjusted by the National Geodetic Survey in June 1991..
 CD0156
 CD0156.The geoid height was determined by GEOID03.
 CD0156
 CD0156.The dynamic height is computed by dividing the NAVD 88
 CD0156.geopotential number by the normal gravity value computed on the
 CD0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0156.degrees latitude (g = 980.6199 gals.).
 CD0156
 CD0156.The modeled gravity was interpolated from observed gravity values.
 CD0156
 CD0156;                    North         East    Units  Estimated Accuracy
 CD0156;SPC TX C     - 3,193,070.      305,500.      MT  (+/- 180 meters Scaled)
 CD0156
 CD0156                          SUPERSEDED SURVEY CONTROL
 CD0156
 CD0156  NGVD 29 (??/??/92) 1360.017  (m)         4461.99   (f) ADJ UNCH    2 0
 CD0156
 CD0156.Superseded values are not recommended for survey control.
 CD0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0156.See file dsdata.txt to determine how the superseded data were derived.
 CD0156
 CD0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ494676(NAD 83)
 CD0156_MARKER: DB = BENCH MARK DISK
 CD0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0156_STAMPING: A-716 1942
 CD0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0156+STABILITY: SURFACE MOTION
 CD0156
 CD0156  HISTORY     - Date     Condition        Report By
 CD0156  HISTORY     - 1942     MONUMENTED       CGS
 CD0156  HISTORY     - 1973     GOOD             USGS
 CD0156
 CD0156                          STATION DESCRIPTION
 CD0156
 CD0156'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0156'36.5 MI E FROM VAN HORN.
 CD0156'VAN HORN, AT JUNCTION OF STATE HWY. 54 AND FARM ROAD 2185, THENCE
 CD0156'GENERALLY EAST ALONG FARM ROAD 2185 FOR 36.2 MILES TO A ROAD JCT. EAST
 CD0156'TO THE JONES RANCH, THENCE EAST ALONG RD. FOR 0.3 MILE, 26 FT. SOUTH
 CD0156'OF THE CENTER OF RD.  IN A CONCRETE POST PROJECTING 4 INCHES. STANDARD
 CD0156'TABLET STAMPED A 716 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0372 ***********************************************************************
 CD0372  DESIGNATION -  A 717
 CD0372  PID         -  CD0372
 CD0372  STATE/COUNTY-  TX/CULBERSON
 CD0372  USGS QUAD   -  EMORY CORRAL (1973)
 CD0372
 CD0372                         *CURRENT SURVEY CONTROL
 CD0372  ___________________________________________________________________
 CD0372* NAD 83(1986)-  31 35 57.     (N)    104 35 25.     (W)     SCALED    
 CD0372* NAVD 88     -      1451.321  (meters)    4761.54   (feet)  ADJUSTED  
 CD0372  ___________________________________________________________________
 CD0372  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CD0372  DYNAMIC HT  -        1449.029 (meters)    4754.02  (feet)  COMP
 CD0372  MODELED GRAV-     979,010.0   (mgal)                       NAVD 88
 CD0372
 CD0372  VERT ORDER  -  SECOND    CLASS 0
 CD0372
 CD0372.The horizontal coordinates were scaled from a topographic map and have
 CD0372.an estimated accuracy of +/- 6 seconds.
 CD0372
 CD0372.The orthometric height was determined by differential leveling
 CD0372.and adjusted by the National Geodetic Survey in June 1991..
 CD0372
 CD0372.The geoid height was determined by GEOID03.
 CD0372
 CD0372.The dynamic height is computed by dividing the NAVD 88
 CD0372.geopotential number by the normal gravity value computed on the
 CD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0372.degrees latitude (g = 980.6199 gals.).
 CD0372
 CD0372.The modeled gravity was interpolated from observed gravity values.
 CD0372
 CD0372;                    North         East    Units  Estimated Accuracy
 CD0372;SPC TX C     - 3,221,960.      296,130.      MT  (+/- 180 meters Scaled)
 CD0372
 CD0372                          SUPERSEDED SURVEY CONTROL
 CD0372
 CD0372  NGVD 29 (??/??/92) 1450.747  (m)         4759.66   (f) ADJ UNCH    2 0
 CD0372
 CD0372.Superseded values are not recommended for survey control.
 CD0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0372.See file dsdata.txt to determine how the superseded data were derived.
 CD0372
 CD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ388960(NAD 83)
 CD0372_MARKER: DB = BENCH MARK DISK
 CD0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0372_STAMPING: A 717 1942
 CD0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0372+STABILITY: SURFACE MOTION
 CD0372
 CD0372  HISTORY     - Date     Condition        Report By
 CD0372  HISTORY     - 1942     MONUMENTED       CGS
 CD0372  HISTORY     - 1958     GOOD             NGS
 CD0372
 CD0372                          STATION DESCRIPTION
 CD0372
 CD0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0372'53.8 MI SE FROM PINE SPRINGS.
 CD0372'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0372'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0372'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 24.7 MILES SOUTH ALONG
 CD0372'A GRADED DIRT ROAD.  31 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CD0372'ABOUT 0.1 MILE NORTH OF THE WEST END OF A DRAW, 194 FEET WEST OF THE
 CD0372'NORTH END OF A DIKE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 CD0372'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0372'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0006 ***********************************************************************
 CD0006  DESIGNATION -  A 718
 CD0006  PID         -  CD0006
 CD0006  STATE/COUNTY-  TX/CULBERSON
 CD0006  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0006
 CD0006                         *CURRENT SURVEY CONTROL
 CD0006  ___________________________________________________________________
 CD0006* NAD 83(1986)-  31 52 25.     (N)    104 29 01.     (W)     SCALED    
 CD0006* NAVD 88     -      1137.882  (meters)    3733.20   (feet)  ADJUSTED  
 CD0006  ___________________________________________________________________
 CD0006  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CD0006  DYNAMIC HT  -        1136.148 (meters)    3727.51  (feet)  COMP
 CD0006  MODELED GRAV-     979,077.7   (mgal)                       NAVD 88
 CD0006
 CD0006  VERT ORDER  -  SECOND    CLASS 0
 CD0006
 CD0006.The horizontal coordinates were scaled from a topographic map and have
 CD0006.an estimated accuracy of +/- 6 seconds.
 CD0006
 CD0006.The orthometric height was determined by differential leveling
 CD0006.and adjusted by the National Geodetic Survey in June 1991..
 CD0006
 CD0006.The geoid height was determined by GEOID03.
 CD0006
 CD0006.The dynamic height is computed by dividing the NAVD 88
 CD0006.geopotential number by the normal gravity value computed on the
 CD0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0006.degrees latitude (g = 980.6199 gals.).
 CD0006
 CD0006.The modeled gravity was interpolated from observed gravity values.
 CD0006
 CD0006;                    North         East    Units  Estimated Accuracy
 CD0006;SPC TX C     - 3,251,990.      307,380.      MT  (+/- 180 meters Scaled)
 CD0006
 CD0006                          SUPERSEDED SURVEY CONTROL
 CD0006
 CD0006  NGVD 29 (??/??/92) 1137.343  (m)         3731.43   (f) ADJ UNCH    2 0
 CD0006
 CD0006.Superseded values are not recommended for survey control.
 CD0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0006.See file dsdata.txt to determine how the superseded data were derived.
 CD0006
 CD0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER488265(NAD 83)
 CD0006_MARKER: DB = BENCH MARK DISK
 CD0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0006_STAMPING: A 718 1942
 CD0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0006+STABILITY: SURFACE MOTION
 CD0006
 CD0006  HISTORY     - Date     Condition        Report By
 CD0006  HISTORY     - 1942     MONUMENTED       CGS
 CD0006  HISTORY     - 1958     GOOD             NGS
 CD0006
 CD0006                          STATION DESCRIPTION
 CD0006
 CD0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0006'28.4 MI SE FROM PINE SPRINGS.
 CD0006'ABOUT 18.8 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0006'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 9.6 MILES
 CD0006'SOUTH ALONG RANCH ROAD 1108.  49 FEET SOUTHWEST OF THE CENTER LINE OF
 CD0006'THE ROAD, ABOUT 0.7 MILE NORTHWEST OF THE 9 K RANCH HEADQUARTERS, 2
 CD0006'FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 CD0006'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0006'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0175 ***********************************************************************
 BB0175  DESIGNATION -  A 719
 BB0175  PID         -  BB0175
 BB0175  STATE/COUNTY-  TX/PRESIDIO
 BB0175  USGS QUAD   -  CERRO REDONDO (1983)
 BB0175
 BB0175                         *CURRENT SURVEY CONTROL
 BB0175  ___________________________________________________________________
 BB0175* NAD 83(1986)-  29 36 40.     (N)    104 11 57.     (W)     SCALED    
 BB0175* NAVD 88     -       947.589  (meters)    3108.88   (feet)  ADJUSTED  
 BB0175  ___________________________________________________________________
 BB0175  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 BB0175  DYNAMIC HT  -         946.051 (meters)    3103.84  (feet)  COMP
 BB0175  MODELED GRAV-     978,988.3   (mgal)                       NAVD 88
 BB0175
 BB0175  VERT ORDER  -  SECOND    CLASS 0
 BB0175
 BB0175.The horizontal coordinates were scaled from a topographic map and have
 BB0175.an estimated accuracy of +/- 6 seconds.
 BB0175
 BB0175.The orthometric height was determined by differential leveling
 BB0175.and adjusted by the National Geodetic Survey in June 1991..
 BB0175
 BB0175.The geoid height was determined by GEOID03.
 BB0175
 BB0175.The dynamic height is computed by dividing the NAVD 88
 BB0175.geopotential number by the normal gravity value computed on the
 BB0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0175.degrees latitude (g = 980.6199 gals.).
 BB0175
 BB0175.The modeled gravity was interpolated from observed gravity values.
 BB0175
 BB0175;                    North         East    Units  Estimated Accuracy
 BB0175;SPC TXSC     - 4,208,220.       96,640.      MT  (+/- 180 meters Scaled)
 BB0175
 BB0175                          SUPERSEDED SURVEY CONTROL
 BB0175
 BB0175  NGVD 29 (??/??/92)  947.270  (m)         3107.84   (f) ADJ UNCH    2 0
 BB0175
 BB0175.Superseded values are not recommended for survey control.
 BB0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0175.See file dsdata.txt to determine how the superseded data were derived.
 BB0175
 BB0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN775759(NAD 83)
 BB0175_MARKER: DB = BENCH MARK DISK
 BB0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0175_STAMPING: A 719 1943
 BB0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0175+STABILITY: SURFACE MOTION
 BB0175
 BB0175  HISTORY     - Date     Condition        Report By
 BB0175  HISTORY     - 1943     MONUMENTED       CGS
 BB0175  HISTORY     - 1958     GOOD             NGS
 BB0175
 BB0175                          STATION DESCRIPTION
 BB0175
 BB0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0175'16.60 MI NE FROM PRESIDIO.
 BB0175'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0175'PRESIDIO, THENCE ABOUT 6.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD
 BB0175'TO THE JUNCTION OF THE CASA PIEDRA ROAD, THENCE ABOUT 2.75 MILES
 BB0175'NORTHWEST ALONG THE CASA PIEDRA ROAD, THENCE ABOUT 2.75 LEADING
 BB0175'NORTHWEST, 28 FEET NORTHWEST OF THE CENTER LINE OF THE CASA PIEDRA
 BB0175'ROAD, 28 FEET NORTHWEST OF THE ROAD LEADING NORTHWEST, 2 FEET
 BB0175'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 BB0175'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0271 ***********************************************************************
 DP0271  DESIGNATION -  A 72
 DP0271  PID         -  DP0271
 DP0271  STATE/COUNTY-  TX/GARZA
 DP0271  USGS QUAD   -  JUSTICEBURG (1969)
 DP0271
 DP0271                         *CURRENT SURVEY CONTROL
 DP0271  ___________________________________________________________________
 DP0271* NAD 83(1986)-  33 04 26.     (N)    101 14 34.     (W)     SCALED    
 DP0271* NAVD 88     -       716.254  (meters)    2349.91   (feet)  ADJUSTED  
 DP0271  ___________________________________________________________________
 DP0271  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DP0271  DYNAMIC HT  -         715.350 (meters)    2346.94  (feet)  COMP
 DP0271  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 DP0271
 DP0271  VERT ORDER  -  FIRST     CLASS II
 DP0271
 DP0271.The horizontal coordinates were scaled from a topographic map and have
 DP0271.an estimated accuracy of +/- 6 seconds.
 DP0271
 DP0271.The orthometric height was determined by differential leveling
 DP0271.and adjusted by the National Geodetic Survey in June 1991..
 DP0271
 DP0271.The geoid height was determined by GEOID03.
 DP0271
 DP0271.The dynamic height is computed by dividing the NAVD 88
 DP0271.geopotential number by the normal gravity value computed on the
 DP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0271.degrees latitude (g = 980.6199 gals.).
 DP0271
 DP0271.The modeled gravity was interpolated from observed gravity values.
 DP0271
 DP0271;                    North         East    Units  Estimated Accuracy
 DP0271;SPC TXNC     - 2,159,390.      343,950.      MT  (+/- 180 meters Scaled)
 DP0271
 DP0271                          SUPERSEDED SURVEY CONTROL
 DP0271
 DP0271  NGVD 29 (??/??/92)  715.951  (m)         2348.92   (f) ADJ UNCH    1 2
 DP0271
 DP0271.Superseded values are not recommended for survey control.
 DP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0271.See file dsdata.txt to determine how the superseded data were derived.
 DP0271
 DP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB906617(NAD 83)
 DP0271_MARKER: DB = BENCH MARK DISK
 DP0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0271_STAMPING: 2348.916 A 72 1931
 DP0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0271+STABILITY: SURFACE MOTION
 DP0271
 DP0271  HISTORY     - Date     Condition        Report By
 DP0271  HISTORY     - 1931     MONUMENTED       CGS
 DP0271  HISTORY     - 1941     GOOD             NGS
 DP0271  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0271
 DP0271                          STATION DESCRIPTION
 DP0271
 DP0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DP0271'3.33 MI N FROM JUSTICEBURG.
 DP0271'3-1/3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0271'JUSTICEBURG, GARZA COUNTY, 1/3 MILE NORTH OF MILEPOST 726, 100 FEET
 DP0271'NORTH OF CULVERT 725C, 65 FEET WEST OF THE TRACK, AT THE FENCE, AND
 DP0271'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 DP0271
 DP0271                          STATION RECOVERY (1982)
 DP0271
 DP0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0271'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0307 ***********************************************************************
 BO0307  DESIGNATION -  A 720
 BO0307  PID         -  BO0307
 BO0307  STATE/COUNTY-  TX/VAL VERDE
 BO0307  USGS QUAD   -  PANDALE (1970)
 BO0307
 BO0307                         *CURRENT SURVEY CONTROL
 BO0307  ___________________________________________________________________
 BO0307* NAD 83(1986)-  30 11 21.     (N)    101 33 06.     (W)     SCALED    
 BO0307* NAVD 88     -       507.846  (meters)    1666.16   (feet)  ADJUSTED  
 BO0307  ___________________________________________________________________
 BO0307  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BO0307  DYNAMIC HT  -         507.095 (meters)    1663.69  (feet)  COMP
 BO0307  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 BO0307
 BO0307  VERT ORDER  -  FIRST     CLASS II
 BO0307
 BO0307.The horizontal coordinates were scaled from a topographic map and have
 BO0307.an estimated accuracy of +/- 6 seconds.
 BO0307
 BO0307.The orthometric height was determined by differential leveling
 BO0307.and adjusted by the National Geodetic Survey in June 1991..
 BO0307
 BO0307.The geoid height was determined by GEOID03.
 BO0307
 BO0307.The dynamic height is computed by dividing the NAVD 88
 BO0307.geopotential number by the normal gravity value computed on the
 BO0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0307.degrees latitude (g = 980.6199 gals.).
 BO0307
 BO0307.The modeled gravity was interpolated from observed gravity values.
 BO0307
 BO0307;                    North         East    Units  Estimated Accuracy
 BO0307;SPC TXSC     - 4,263,780.      354,290.      MT  (+/- 180 meters Scaled)
 BO0307
 BO0307                          SUPERSEDED SURVEY CONTROL
 BO0307
 BO0307  NGVD 29 (??/??/92)  507.709  (m)         1665.71   (f) ADJ UNCH    1 2
 BO0307
 BO0307.Superseded values are not recommended for survey control.
 BO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0307.See file dsdata.txt to determine how the superseded data were derived.
 BO0307
 BO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU543424(NAD 83)
 BO0307_MARKER: DB = BENCH MARK DISK
 BO0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0307_STAMPING: A 720 1942
 BO0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0307+STABILITY: SURFACE MOTION
 BO0307
 BO0307  HISTORY     - Date     Condition        Report By
 BO0307  HISTORY     - 1942     MONUMENTED       CGS
 BO0307  HISTORY     - 19991229 GOOD             USPSQD
 BO0307
 BO0307                          STATION DESCRIPTION
 BO0307
 BO0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0307'IN PANDALE.
 BO0307'THIS MARK IS AT PANDALE, VAL VERDE COUNTY, 53.5 FEET NORTHEAST OF THE
 BO0307'NORTHEAST CORNER OF THE SCHOOL HOUSE, 26.0 FEET WEST OF THE CENTER
 BO0307'LINE OF THE ROAD, 19.0 FEET WEST OF THE WEST END OF A CATTLE GUARD,
 BO0307'1.0 FOOT SOUTH OF A FENCE RUNNING EAST-WEST, NEAR A WHITE REFERENCE
 BO0307'POST.
 BO0307
 BO0307                          STATION RECOVERY (1999)
 BO0307
 BO0307'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0251 ***********************************************************************
 BO0251  DESIGNATION -  A 721
 BO0251  PID         -  BO0251
 BO0251  STATE/COUNTY-  TX/VAL VERDE
 BO0251  USGS QUAD   -  STEEL STAR DRAW (1970)
 BO0251
 BO0251                         *CURRENT SURVEY CONTROL
 BO0251  ___________________________________________________________________
 BO0251* NAD 83(1986)-  30 11 24.     (N)    101 17 18.     (W)     SCALED    
 BO0251* NAVD 88     -       618.712  (meters)    2029.89   (feet)  ADJUSTED  
 BO0251  ___________________________________________________________________
 BO0251  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 BO0251  DYNAMIC HT  -         617.793 (meters)    2026.88  (feet)  COMP
 BO0251  MODELED GRAV-     979,137.0   (mgal)                       NAVD 88
 BO0251
 BO0251  VERT ORDER  -  SECOND    CLASS 0
 BO0251
 BO0251.The horizontal coordinates were scaled from a topographic map and have
 BO0251.an estimated accuracy of +/- 6 seconds.
 BO0251
 BO0251.The orthometric height was determined by differential leveling
 BO0251.and adjusted by the National Geodetic Survey in June 1991..
 BO0251
 BO0251.The geoid height was determined by GEOID03.
 BO0251
 BO0251.The dynamic height is computed by dividing the NAVD 88
 BO0251.geopotential number by the normal gravity value computed on the
 BO0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0251.degrees latitude (g = 980.6199 gals.).
 BO0251
 BO0251.The modeled gravity was interpolated from observed gravity values.
 BO0251
 BO0251;                    North         East    Units  Estimated Accuracy
 BO0251;SPC TXSC     - 4,263,350.      379,650.      MT  (+/- 180 meters Scaled)
 BO0251
 BO0251                          SUPERSEDED SURVEY CONTROL
 BO0251
 BO0251  NGVD 29 (??/??/92)  618.572  (m)         2029.43   (f) ADJ UNCH    2 0
 BO0251
 BO0251.Superseded values are not recommended for survey control.
 BO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0251.See file dsdata.txt to determine how the superseded data were derived.
 BO0251
 BO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU796420(NAD 83)
 BO0251_MARKER: DB = BENCH MARK DISK
 BO0251_SETTING: 66 = SET IN ROCK OUTCROP
 BO0251_SP_SET: ROCK
 BO0251_STAMPING: A 721 1942
 BO0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0251+STABILITY: POSITION/ELEVATION WELL
 BO0251
 BO0251  HISTORY     - Date     Condition        Report By
 BO0251  HISTORY     - 1942     MONUMENTED       CGS
 BO0251
 BO0251                          STATION DESCRIPTION
 BO0251
 BO0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0251'17.5 MI W FROM JUNO.
 BO0251'THIS MARK IS ABOUT 17.5 MILES WEST ALONG A DIRT ROAD TO PANDALE FROM
 BO0251'THE POST OFFICE AT JUNO, VAL VERDE COUNTY, SET ON THE TOP OF OF A
 BO0251'HILL, IN THE CENTER OF A CIRCLE OF ROCKS, 24.0 FEET NORTHWEST OF THE
 BO0251'CENTER LINE OF THE ROAD, SET IN THE TOP OF A FLAT LIMESTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0324 ***********************************************************************
 BO0324  DESIGNATION -  A 725
 BO0324  PID         -  BO0324
 BO0324  STATE/COUNTY-  TX/TERRELL
 BO0324  USGS QUAD   -  GEDDIS CANYON NW (1980)
 BO0324
 BO0324                         *CURRENT SURVEY CONTROL
 BO0324  ___________________________________________________________________
 BO0324* NAD 83(1986)-  30 23 05.     (N)    101 54 50.     (W)     SCALED    
 BO0324* NAVD 88     -       756.628  (meters)    2482.37   (feet)  ADJUSTED  
 BO0324  ___________________________________________________________________
 BO0324  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 BO0324  DYNAMIC HT  -         755.500 (meters)    2478.67  (feet)  COMP
 BO0324  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 BO0324
 BO0324  VERT ORDER  -  SECOND    CLASS 0
 BO0324
 BO0324.The horizontal coordinates were scaled from a topographic map and have
 BO0324.an estimated accuracy of +/- 6 seconds.
 BO0324
 BO0324.The orthometric height was determined by differential leveling
 BO0324.and adjusted by the National Geodetic Survey in June 1991..
 BO0324
 BO0324.The geoid height was determined by GEOID03.
 BO0324
 BO0324.The dynamic height is computed by dividing the NAVD 88
 BO0324.geopotential number by the normal gravity value computed on the
 BO0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0324.degrees latitude (g = 980.6199 gals.).
 BO0324
 BO0324.The modeled gravity was interpolated from observed gravity values.
 BO0324
 BO0324;                    North         East    Units  Estimated Accuracy
 BO0324;SPC TXSC     - 4,286,270.      319,960.      MT  (+/- 180 meters Scaled)
 BO0324
 BO0324                          SUPERSEDED SURVEY CONTROL
 BO0324
 BO0324  NGVD 29 (??/??/92)  756.401  (m)         2481.63   (f) ADJ UNCH    2 0
 BO0324
 BO0324.Superseded values are not recommended for survey control.
 BO0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0324.See file dsdata.txt to determine how the superseded data were derived.
 BO0324
 BO0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU199650(NAD 83)
 BO0324_MARKER: DB = BENCH MARK DISK
 BO0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0324_STAMPING: A 725 1942
 BO0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0324+STABILITY: SURFACE MOTION
 BO0324
 BO0324  HISTORY     - Date     Condition        Report By
 BO0324  HISTORY     - 1942     MONUMENTED       CGS
 BO0324  HISTORY     - 1958     GOOD             NGS
 BO0324
 BO0324                          STATION DESCRIPTION
 BO0324
 BO0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0324'31.65 MI S FROM SHEFFIELD.
 BO0324'ABOUT 26.65 MILES SOUTH ALONG STATE HIGHWAY 349 FROM POST OFFICE AT
 BO0324'SHEFFIELD, THENCE 1.9 MILES NORTHWEST ALONG A GRADED DIRT ROAD LEADING
 BO0324'TO THE ELROD AND HICKS RANCHES, THENCE 3.1 MILES SOUTH ALONG THE OLD
 BO0324'HIGHWAY, 28 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 BO0324'ABOUT 0.1 MILE SOUTH OF A CURVE IN THE OLD HIGHWAY, ABOUT 0.1 MILE
 BO0324'NORTH OF A FENCE ACROSS THE OLD HIGHWAY, 28 FEET WEST OF THE CENTER
 BO0324'LINE OF A DIM TRACK ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 BO0324'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0104 ***********************************************************************
 BP0104  DESIGNATION -  A 726
 BP0104  PID         -  BP0104
 BP0104  STATE/COUNTY-  TX/TERRELL
 BP0104  USGS QUAD   -  DRYDEN (1968)
 BP0104
 BP0104                         *CURRENT SURVEY CONTROL
 BP0104  ___________________________________________________________________
 BP0104* NAD 83(1986)-  30 06 57.     (N)    102 05 01.     (W)     SCALED    
 BP0104* NAVD 88     -       663.476  (meters)    2176.75   (feet)  ADJUSTED  
 BP0104  ___________________________________________________________________
 BP0104  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 BP0104  DYNAMIC HT  -         662.474 (meters)    2173.47  (feet)  COMP
 BP0104  MODELED GRAV-     979,110.8   (mgal)                       NAVD 88
 BP0104
 BP0104  VERT ORDER  -  SECOND    CLASS 0
 BP0104
 BP0104.The horizontal coordinates were scaled from a topographic map and have
 BP0104.an estimated accuracy of +/- 6 seconds.
 BP0104
 BP0104.The orthometric height was determined by differential leveling
 BP0104.and adjusted by the National Geodetic Survey in June 1991..
 BP0104
 BP0104.The geoid height was determined by GEOID03.
 BP0104
 BP0104.The dynamic height is computed by dividing the NAVD 88
 BP0104.geopotential number by the normal gravity value computed on the
 BP0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0104.degrees latitude (g = 980.6199 gals.).
 BP0104
 BP0104.The modeled gravity was interpolated from observed gravity values.
 BP0104
 BP0104;                    North         East    Units  Estimated Accuracy
 BP0104;SPC TXSC     - 4,256,890.      302,870.      MT  (+/- 180 meters Scaled)
 BP0104
 BP0104                          SUPERSEDED SURVEY CONTROL
 BP0104
 BP0104  NGVD 29 (??/??/92)  663.273  (m)         2176.09   (f) ADJ UNCH    2 0
 BP0104
 BP0104.Superseded values are not recommended for survey control.
 BP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0104.See file dsdata.txt to determine how the superseded data were derived.
 BP0104
 BP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP810352(NAD 83)
 BP0104_MARKER: DB = BENCH MARK DISK
 BP0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0104_STAMPING: A 726 1942
 BP0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0104+STABILITY: SURFACE MOTION
 BP0104
 BP0104  HISTORY     - Date     Condition        Report By
 BP0104  HISTORY     - 1942     MONUMENTED       CGS
 BP0104  HISTORY     - 1958     GOOD             NGS
 BP0104  HISTORY     - 1981     GOOD             NGS
 BP0104
 BP0104                          STATION DESCRIPTION
 BP0104
 BP0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0104'5.2 MI N FROM DRYDEN.
 BP0104'ABOUT 5.2 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0104'ORLEANS RAILROAD STATION AT DRYDEN, 74 FEET WEST OF THE CENTER LINE OF
 BP0104'THE HIGHWAY, 17 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD
 BP0104'LEADING NORTHWEST TO THE LEO ADAMS RANCH, 2 FEET EAST OF A WOVEN WIRE
 BP0104'FENCE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 BP0104'OF A CONCRETE POST PROJECTING 7 INCHES.
 BP0104
 BP0104                          STATION RECOVERY (1981)
 BP0104
 BP0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0104'8.4 KM (5.2 MI) NORTHEASTERLY, ALONG HIGHWAY 349 FROM ITS JUNCTION
 BP0104'WITH THE SOUTHERN PACIFIC RAILROAD IN DRYDEN, 22.6 MI (74.0 FT) W OF
 BP0104'THE CENTERLINE OF THE HIGHWAY, 5.2 M (17.0 FT) N OF THE CENTER OF A
 BP0104'GRAVELED ROAD LEADING NW, AND 0.6 M (2.0 FT) E OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0401 ***********************************************************************
 CC0401  DESIGNATION -  A 727
 CC0401  PID         -  CC0401
 CC0401  STATE/COUNTY-  TX/REEVES
 CC0401  USGS QUAD   -  TOYAH NW (1970)
 CC0401
 CC0401                         *CURRENT SURVEY CONTROL
 CC0401  ___________________________________________________________________
 CC0401* NAD 83(1986)-  31 29 09.     (N)    103 59 14.     (W)     SCALED    
 CC0401* NAVD 88     -       961.430  (meters)    3154.29   (feet)  ADJUSTED  
 CC0401  ___________________________________________________________________
 CC0401  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CC0401  DYNAMIC HT  -         959.988 (meters)    3149.56  (feet)  COMP
 CC0401  MODELED GRAV-     979,108.3   (mgal)                       NAVD 88
 CC0401
 CC0401  VERT ORDER  -  SECOND    CLASS 0
 CC0401
 CC0401.The horizontal coordinates were scaled from a topographic map and have
 CC0401.an estimated accuracy of +/- 6 seconds.
 CC0401
 CC0401.The orthometric height was determined by differential leveling
 CC0401.and adjusted by the National Geodetic Survey in June 1991..
 CC0401
 CC0401.The geoid height was determined by GEOID03.
 CC0401
 CC0401.The dynamic height is computed by dividing the NAVD 88
 CC0401.geopotential number by the normal gravity value computed on the
 CC0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0401.degrees latitude (g = 980.6199 gals.).
 CC0401
 CC0401.The modeled gravity was interpolated from observed gravity values.
 CC0401
 CC0401;                    North         East    Units  Estimated Accuracy
 CC0401;SPC TX C     - 3,207,370.      352,910.      MT  (+/- 180 meters Scaled)
 CC0401
 CC0401                          SUPERSEDED SURVEY CONTROL
 CC0401
 CC0401  NGVD 29 (??/??/92)  961.019  (m)         3152.94   (f) ADJ UNCH    2 0
 CC0401
 CC0401.Superseded values are not recommended for survey control.
 CC0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0401.See file dsdata.txt to determine how the superseded data were derived.
 CC0401
 CC0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ961838(NAD 83)
 CC0401_MARKER: DB = BENCH MARK DISK
 CC0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0401_STAMPING: A 727 1942
 CC0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0401+STABILITY: SURFACE MOTION
 CC0401
 CC0401  HISTORY     - Date     Condition        Report By
 CC0401  HISTORY     - 1942     MONUMENTED       CGS
 CC0401  HISTORY     - 1958     GOOD             NGS
 CC0401
 CC0401                          STATION DESCRIPTION
 CC0401
 CC0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0401'18.15 MI NW FROM TOYAH.
 CC0401'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0401'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 9.2 MILES
 CC0401'NORTHWEST ALONG A GRADED DIRT ROAD.  40 FEET SOUTHWEST OF THE CENTER
 CC0401'LINE OF THE ROAD, ON THE TOP OF THE NORTHWEST BANK OF A DRAW, 30 FEET
 CC0401'NORTH-NORTHEAST OF THE CENTER LINE OF AN ABANDONED ROAD LEADING
 CC0401'WEST-NORTHWEST, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 CC0401'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CC0401'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0068 ***********************************************************************
 CD0068  DESIGNATION -  A 728
 CD0068  PID         -  CD0068
 CD0068  STATE/COUNTY-  TX/CULBERSON
 CD0068  USGS QUAD   -  TWO MILL DRAW WEST (1973)
 CD0068
 CD0068                         *CURRENT SURVEY CONTROL
 CD0068  ___________________________________________________________________
 CD0068* NAD 83(1986)-  31 33 22.     (N)    104 20 02.     (W)     SCALED    
 CD0068* NAVD 88     -      1224.046  (meters)    4015.89   (feet)  ADJUSTED  
 CD0068  ___________________________________________________________________
 CD0068  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CD0068  DYNAMIC HT  -        1222.178 (meters)    4009.76  (feet)  COMP
 CD0068  MODELED GRAV-     979,071.2   (mgal)                       NAVD 88
 CD0068
 CD0068  VERT ORDER  -  SECOND    CLASS 0
 CD0068
 CD0068.The horizontal coordinates were scaled from a topographic map and have
 CD0068.an estimated accuracy of +/- 6 seconds.
 CD0068
 CD0068.The orthometric height was determined by differential leveling
 CD0068.and adjusted by the National Geodetic Survey in June 1991..
 CD0068
 CD0068.The geoid height was determined by GEOID03.
 CD0068
 CD0068.The dynamic height is computed by dividing the NAVD 88
 CD0068.geopotential number by the normal gravity value computed on the
 CD0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0068.degrees latitude (g = 980.6199 gals.).
 CD0068
 CD0068.The modeled gravity was interpolated from observed gravity values.
 CD0068
 CD0068;                    North         East    Units  Estimated Accuracy
 CD0068;SPC TX C     - 3,216,290.      320,270.      MT  (+/- 180 meters Scaled)
 CD0068
 CD0068                          SUPERSEDED SURVEY CONTROL
 CD0068
 CD0068  NGVD 29 (??/??/92) 1223.563  (m)         4014.31   (f) ADJ UNCH    2 0
 CD0068
 CD0068.Superseded values are not recommended for survey control.
 CD0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0068.See file dsdata.txt to determine how the superseded data were derived.
 CD0068
 CD0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ632914(NAD 83)
 CD0068_MARKER: DB = BENCH MARK DISK
 CD0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0068_STAMPING: A 727 1942
 CD0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0068+STABILITY: SURFACE MOTION
 CD0068
 CD0068  HISTORY     - Date     Condition        Report By
 CD0068  HISTORY     - 1942     MONUMENTED       CGS
 CD0068  HISTORY     - 1958     GOOD             NGS
 CD0068
 CD0068                          STATION DESCRIPTION
 CD0068
 CD0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0068'42.35 MI NW FROM TOYAH.
 CD0068'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0068'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 33.4 MILES
 CD0068'NORTHWEST ALONG A GRADED ROAD.  34 FEET NORTHWEST OF THE CENTER LINE
 CD0068'OF THE ROAD, 100 FEET SOUTHEAST OF A SMALL CEDAR TREE, 1 1/2 FEET
 CD0068'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 CD0068'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0062 ***********************************************************************
 BQ0062  DESIGNATION -  A 729
 BQ0062  PID         -  BQ0062
 BQ0062  STATE/COUNTY-  TX/CULBERSON
 BQ0062  USGS QUAD   -  BORACHO PEAK (1978)
 BQ0062
 BQ0062                         *CURRENT SURVEY CONTROL
 BQ0062  ___________________________________________________________________
 BQ0062* NAD 83(1986)-  30 59 34.     (N)    104 23 56.     (W)     SCALED    
 BQ0062* NAVD 88     -      1358.629  (meters)    4457.44   (feet)  ADJUSTED  
 BQ0062  ___________________________________________________________________
 BQ0062  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 BQ0062  DYNAMIC HT  -        1356.481 (meters)    4450.39  (feet)  COMP
 BQ0062  MODELED GRAV-     979,012.5   (mgal)                       NAVD 88
 BQ0062
 BQ0062  VERT ORDER  -  SECOND    CLASS 0
 BQ0062
 BQ0062.The horizontal coordinates were scaled from a topographic map and have
 BQ0062.an estimated accuracy of +/- 6 seconds.
 BQ0062
 BQ0062.The orthometric height was determined by differential leveling
 BQ0062.and adjusted by the National Geodetic Survey in June 1991..
 BQ0062
 BQ0062.The geoid height was determined by GEOID03.
 BQ0062
 BQ0062.The dynamic height is computed by dividing the NAVD 88
 BQ0062.geopotential number by the normal gravity value computed on the
 BQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0062.degrees latitude (g = 980.6199 gals.).
 BQ0062
 BQ0062.The modeled gravity was interpolated from observed gravity values.
 BQ0062
 BQ0062;                    North         East    Units  Estimated Accuracy
 BQ0062;SPC TX C     - 3,154,100.      311,830.      MT  (+/- 180 meters Scaled)
 BQ0062
 BQ0062                          SUPERSEDED SURVEY CONTROL
 BQ0062
 BQ0062  NGVD 29 (??/??/92) 1358.091  (m)         4455.67   (f) ADJ UNCH    2 0
 BQ0062
 BQ0062.Superseded values are not recommended for survey control.
 BQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0062.See file dsdata.txt to determine how the superseded data were derived.
 BQ0062
 BQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ573289(NAD 83)
 BQ0062_MARKER: DB = BENCH MARK DISK
 BQ0062_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0062_SP_SET: LIMESTONE ROCK
 BQ0062_STAMPING: A 729 1942
 BQ0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0062+STABILITY: POSITION/ELEVATION WELL
 BQ0062
 BQ0062  HISTORY     - Date     Condition        Report By
 BQ0062  HISTORY     - 1942     MONUMENTED       CGS
 BQ0062  HISTORY     - 1958     GOOD             NGS
 BQ0062
 BQ0062                          STATION DESCRIPTION
 BQ0062
 BQ0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0062'5.9 MI S FROM BORACHO.
 BQ0062'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0062'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 5.55 MILES SOUTH
 BQ0062'ALONG A VERY POOR DIRT ROAD.  IN THE TOP OF A LIMESTONE ROCK LEDGE AND
 BQ0062'SURROUNDED BY A CIRCLE OF LOOSE ROCK PAINTED WHITE, 84 FEET WEST OF
 BQ0062'THE CENTER LINE OF THE ROAD, ABOUT 0.7 MILE SOUTH OF THE DAM FOR A
 BQ0062'TANK, ON THE WEST BANK OF A DRAW, AND ABOUT 10 FEET ABOVE THE LEVEL OF
 BQ0062'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0405 ***********************************************************************
 CU0405  DESIGNATION -  A 73
 CU0405  PID         -  CU0405
 CU0405  STATE/COUNTY-  TX/FISHER
 CU0405  USGS QUAD   -  BERNECKER (1969)
 CU0405
 CU0405                         *CURRENT SURVEY CONTROL
 CU0405  ___________________________________________________________________
 CU0405* NAD 83(1986)-  32 34 06.     (N)    100 33 11.     (W)     SCALED    
 CU0405* NAVD 88     -       659.022  (meters)    2162.14   (feet)  ADJUSTED  
 CU0405  ___________________________________________________________________
 CU0405  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CU0405  DYNAMIC HT  -         658.145 (meters)    2159.26  (feet)  COMP
 CU0405  MODELED GRAV-     979,286.4   (mgal)                       NAVD 88
 CU0405
 CU0405  VERT ORDER  -  FIRST     CLASS II
 CU0405
 CU0405.The horizontal coordinates were scaled from a topographic map and have
 CU0405.an estimated accuracy of +/- 6 seconds.
 CU0405
 CU0405.The orthometric height was determined by differential leveling
 CU0405.and adjusted by the National Geodetic Survey in June 1991..
 CU0405
 CU0405.The geoid height was determined by GEOID03.
 CU0405
 CU0405.The dynamic height is computed by dividing the NAVD 88
 CU0405.geopotential number by the normal gravity value computed on the
 CU0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0405.degrees latitude (g = 980.6199 gals.).
 CU0405
 CU0405.The modeled gravity was interpolated from observed gravity values.
 CU0405
 CU0405;                    North         East    Units  Estimated Accuracy
 CU0405;SPC TXNC     - 2,101,870.      407,240.      MT  (+/- 180 meters Scaled)
 CU0405
 CU0405                          SUPERSEDED SURVEY CONTROL
 CU0405
 CU0405  NGVD 29 (??/??/92)  658.780  (m)         2161.35   (f) ADJ UNCH    1 2
 CU0405
 CU0405.Superseded values are not recommended for survey control.
 CU0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0405.See file dsdata.txt to determine how the superseded data were derived.
 CU0405
 CU0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB542044(NAD 83)
 CU0405_MARKER: DB = BENCH MARK DISK
 CU0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0405_STAMPING: 2161.347 A 73 1931
 CU0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0405+STABILITY: SURFACE MOTION
 CU0405
 CU0405  HISTORY     - Date     Condition        Report By
 CU0405  HISTORY     - 1931     MONUMENTED       CGS
 CU0405  HISTORY     - 1958     GOOD             NGS
 CU0405
 CU0405                          STATION DESCRIPTION
 CU0405
 CU0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0405'0.75 MI NE FROM BERNECKER.
 CU0405'3/4 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0405'BERNECKER, FISHER COUNTY, 0.6 MILE NORTHEAST OF MILEPOST 782, AT THE
 CU0405'WEST END OF A LONG FILL, 150 FEET NORTHWEST OF A MOTOR-CAR SIDING, 100
 CU0405'FEET NORTH OF THE TRACK, 15 FEET EAST OF A FENCE CORNER, AT THE EDGE
 CU0405'OF THE RIGHT-OF-WAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CU0405'ABOUT 3 INCHES ABOVE GROUND.  NOTE-- ALSO ABOUT 75 FEET SOUTHEAST OF
 CU0405'THE CENTERLINE OF A ROAD, NEAR THE CENTER OF A CURVE AND ABOUT 1.5
 CU0405'FEET EAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0038 ***********************************************************************
 BQ0038  DESIGNATION -  A 730
 BQ0038  PID         -  BQ0038
 BQ0038  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0038  USGS QUAD   -  HORSESHOE BUTTE (1978)
 BQ0038
 BQ0038                         *CURRENT SURVEY CONTROL
 BQ0038  ___________________________________________________________________
 BQ0038* NAD 83(1986)-  30 43 40.     (N)    104 27 06.     (W)     SCALED    
 BQ0038* NAVD 88     -      1377.458  (meters)    4519.21   (feet)  ADJUSTED  
 BQ0038  ___________________________________________________________________
 BQ0038  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 BQ0038  DYNAMIC HT  -        1375.213 (meters)    4511.84  (feet)  COMP
 BQ0038  MODELED GRAV-     978,962.9   (mgal)                       NAVD 88
 BQ0038
 BQ0038  VERT ORDER  -  SECOND    CLASS 0
 BQ0038
 BQ0038.The horizontal coordinates were scaled from a topographic map and have
 BQ0038.an estimated accuracy of +/- 6 seconds.
 BQ0038
 BQ0038.The orthometric height was determined by differential leveling
 BQ0038.and adjusted by the National Geodetic Survey in June 1991..
 BQ0038
 BQ0038.The geoid height was determined by GEOID03.
 BQ0038
 BQ0038.The dynamic height is computed by dividing the NAVD 88
 BQ0038.geopotential number by the normal gravity value computed on the
 BQ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0038.degrees latitude (g = 980.6199 gals.).
 BQ0038
 BQ0038.The modeled gravity was interpolated from observed gravity values.
 BQ0038
 BQ0038;                    North         East    Units  Estimated Accuracy
 BQ0038;SPC TX C     - 3,124,930.      305,700.      MT  (+/- 180 meters Scaled)
 BQ0038
 BQ0038                          SUPERSEDED SURVEY CONTROL
 BQ0038
 BQ0038  NGVD 29 (??/??/92) 1376.871  (m)         4517.28   (f) ADJ UNCH    2 0
 BQ0038
 BQ0038.Superseded values are not recommended for survey control.
 BQ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0038.See file dsdata.txt to determine how the superseded data were derived.
 BQ0038
 BQ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP524995(NAD 83)
 BQ0038_MARKER: DB = BENCH MARK DISK
 BQ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0038_STAMPING: A 730 1942
 BQ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0038+STABILITY: SURFACE MOTION
 BQ0038
 BQ0038  HISTORY     - Date     Condition        Report By
 BQ0038  HISTORY     - 1942     MONUMENTED       CGS
 BQ0038  HISTORY     - 1958     GOOD             NGS
 BQ0038
 BQ0038                          STATION DESCRIPTION
 BQ0038
 BQ0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0038'10.75 MI N FROM VALENTINE.
 BQ0038'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0038'THE STATION AT VALENTINE, THENCE 10.55 MILES NORTH ALONG A DIRT ROAD.
 BQ0038'15 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.05 MILE NORTH OF
 BQ0038'A DIKE ACROSS THE ROAD, ABOUT 0.5 MILE SOUTH OF A CATTLE GUARD, 1 1/2
 BQ0038'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 BQ0038'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0089 ***********************************************************************
 BA0089  DESIGNATION -  A 732
 BA0089  PID         -  BA0089
 BA0089  STATE/COUNTY-  TX/BREWSTER
 BA0089  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0089
 BA0089                         *CURRENT SURVEY CONTROL
 BA0089  ___________________________________________________________________
 BA0089* NAD 83(1986)-  29 37 51.     (N)    103 11 05.     (W)     SCALED    
 BA0089* NAVD 88     -       851.108  (meters)    2792.34   (feet)  ADJUSTED  
 BA0089  ___________________________________________________________________
 BA0089  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BA0089  DYNAMIC HT  -         849.758 (meters)    2787.91  (feet)  COMP
 BA0089  MODELED GRAV-     979,027.7   (mgal)                       NAVD 88
 BA0089
 BA0089  VERT ORDER  -  SECOND    CLASS 0
 BA0089
 BA0089.The horizontal coordinates were scaled from a topographic map and have
 BA0089.an estimated accuracy of +/- 6 seconds.
 BA0089
 BA0089.The orthometric height was determined by differential leveling
 BA0089.and adjusted by the National Geodetic Survey in June 1991..
 BA0089
 BA0089.The geoid height was determined by GEOID03.
 BA0089
 BA0089.The dynamic height is computed by dividing the NAVD 88
 BA0089.geopotential number by the normal gravity value computed on the
 BA0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0089.degrees latitude (g = 980.6199 gals.).
 BA0089
 BA0089.The modeled gravity was interpolated from observed gravity values.
 BA0089
 BA0089;                    North         East    Units  Estimated Accuracy
 BA0089;SPC TXSC     - 4,206,460.      194,880.      MT  (+/- 180 meters Scaled)
 BA0089
 BA0089                          SUPERSEDED SURVEY CONTROL
 BA0089
 BA0089  NGVD 29 (??/??/92)  850.759  (m)         2791.20   (f) ADJ UNCH    2 0
 BA0089
 BA0089.Superseded values are not recommended for survey control.
 BA0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0089.See file dsdata.txt to determine how the superseded data were derived.
 BA0089
 BA0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN757792(NAD 83)
 BA0089_MARKER: DB = BENCH MARK DISK
 BA0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0089_STAMPING: A 732 1943
 BA0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0089+STABILITY: SURFACE MOTION
 BA0089
 BA0089  HISTORY     - Date     Condition        Report By
 BA0089  HISTORY     - 1943     MONUMENTED       CGS
 BA0089  HISTORY     - 1958     GOOD             NGS
 BA0089
 BA0089                          STATION DESCRIPTION
 BA0089
 BA0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0089'3.55 MI SW FROM PERSIMMON GAP.
 BA0089'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0089'GAP, THENCE ABOUT 1.35 MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD,
 BA0089'THENCE ABOUT 0.65 MILE SOUTHWEST ALONG THE NORTHWEST SIDE OF A FENCE,
 BA0089'CONTINUE THROUGH A GATE AT A TEE FENCE CORNER, THENCE ABOUT 0.35 MILE
 BA0089'SOUTH ALONG A DIM TRACK ROAD ALONG THE WEST SIDE OF A FENCE. 25 FEET
 BA0089'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AT A SHARP CURVE, ABOUT 0.2
 BA0089'MILE NORTH OF TWO WINDMILLS, 96 FEET WEST OF A WOVEN WIRE FENCE, 2
 BA0089'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BA0089'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0475 ***********************************************************************
 CC0475  DESIGNATION -  A 733
 CC0475  PID         -  CC0475
 CC0475  STATE/COUNTY-  TX/REEVES
 CC0475  USGS QUAD   -  ORLA (1968)
 CC0475
 CC0475                         *CURRENT SURVEY CONTROL
 CC0475  ___________________________________________________________________
 CC0475* NAD 83(1986)-  31 49 19.     (N)    103 55 00.     (W)     SCALED    
 CC0475* NAVD 88     -       877.662  (meters)    2879.46   (feet)  ADJUSTED  
 CC0475  ___________________________________________________________________
 CC0475  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CC0475  DYNAMIC HT  -         876.359 (meters)    2875.19  (feet)  COMP
 CC0475  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 CC0475
 CC0475  VERT ORDER  -  FIRST     CLASS II
 CC0475
 CC0475.The horizontal coordinates were scaled from a topographic map and have
 CC0475.an estimated accuracy of +/- 6 seconds.
 CC0475
 CC0475.The orthometric height was determined by differential leveling
 CC0475.and adjusted by the National Geodetic Survey in June 1991..
 CC0475.WARNING-Repeat measurements at this control monument indicate possible
 CC0475.vertical movement.
 CC0475
 CC0475.The geoid height was determined by GEOID03.
 CC0475
 CC0475.The dynamic height is computed by dividing the NAVD 88
 CC0475.geopotential number by the normal gravity value computed on the
 CC0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0475.degrees latitude (g = 980.6199 gals.).
 CC0475
 CC0475.The modeled gravity was interpolated from observed gravity values.
 CC0475
 CC0475;                    North         East    Units  Estimated Accuracy
 CC0475;SPC TX C     - 3,244,400.      360,810.      MT  (+/- 180 meters Scaled)
 CC0475
 CC0475                          SUPERSEDED SURVEY CONTROL
 CC0475
 CC0475  NGVD 29 (??/??/92)  877.200  (m)         2877.95   (f) ADJ UNCH    1 2
 CC0475
 CC0475.Superseded values are not recommended for survey control.
 CC0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0475.See file dsdata.txt to determine how the superseded data were derived.
 CC0475
 CC0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR025212(NAD 83)
 CC0475_MARKER: DB = BENCH MARK DISK
 CC0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0475_STAMPING: A 733 1943
 CC0475_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0475+STABILITY: SURFACE MOTION
 CC0475
 CC0475  HISTORY     - Date     Condition        Report By
 CC0475  HISTORY     - 1943     MONUMENTED       CGS
 CC0475  HISTORY     - 1957     GOOD             NGS
 CC0475  HISTORY     - 1981     GOOD             NGS
 CC0475
 CC0475                          STATION DESCRIPTION
 CC0475
 CC0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0475'1.05 MI SW FROM ORLA.
 CC0475'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 652 FROM THE CROSSING OF
 CC0475'THE PANHANDLE AND SANTA FE RAILWAY AT ORLA, THENCE 0.05 MILE NORTHWEST
 CC0475'ALONG U. S. HIGHWAY 285, AND THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CC0475'ROAD, 41 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF
 CC0475'A WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 CC0475'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CC0475
 CC0475                          STATION RECOVERY (1981)
 CC0475
 CC0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0475'0.6 KM (0.35 MI) SOUTHWEST ALONG FARM ROAD 652 FROM ITS JUNCTION WITH
 CC0475'U.S. HIGHWAY 285 IN ORLA, THENCE 0.2 KM (0.15 MI) SOUTHWEST ALONG
 CC0475'A GRAVELED ROAD, 0.2 KM (0.1 MI) SOUTHWEST OF A CATTLE GUARD ACROSS
 CC0475'THE ROAD, 12.5 METERS (41.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD.
 CC0475'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CC0475'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0033 ***********************************************************************
 CD0033  DESIGNATION -  A 734
 CD0033  PID         -  CD0033
 CD0033  STATE/COUNTY-  TX/CULBERSON
 CD0033  USGS QUAD   -  CASTILE HILL (1973)
 CD0033
 CD0033                         *CURRENT SURVEY CONTROL
 CD0033  ___________________________________________________________________
 CD0033* NAD 83(1986)-  31 50 05.     (N)    104 17 53.     (W)     SCALED    
 CD0033* NAVD 88     -      1126.224  (meters)    3694.95   (feet)  ADJUSTED  
 CD0033  ___________________________________________________________________
 CD0033  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 CD0033  DYNAMIC HT  -        1124.517 (meters)    3689.35  (feet)  COMP
 CD0033  MODELED GRAV-     979,085.5   (mgal)                       NAVD 88
 CD0033
 CD0033  VERT ORDER  -  SECOND    CLASS 0
 CD0033
 CD0033.The horizontal coordinates were scaled from a topographic map and have
 CD0033.an estimated accuracy of +/- 6 seconds.
 CD0033
 CD0033.The orthometric height was determined by differential leveling
 CD0033.and adjusted by the National Geodetic Survey in June 1991..
 CD0033
 CD0033.The geoid height was determined by GEOID03.
 CD0033
 CD0033.The dynamic height is computed by dividing the NAVD 88
 CD0033.geopotential number by the normal gravity value computed on the
 CD0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0033.degrees latitude (g = 980.6199 gals.).
 CD0033
 CD0033.The modeled gravity was interpolated from observed gravity values.
 CD0033
 CD0033;                    North         East    Units  Estimated Accuracy
 CD0033;SPC TX C     - 3,247,040.      324,780.      MT  (+/- 180 meters Scaled)
 CD0033
 CD0033                          SUPERSEDED SURVEY CONTROL
 CD0033
 CD0033  NGVD 29 (??/??/92) 1125.706  (m)         3693.25   (f) ADJ UNCH    2 0
 CD0033
 CD0033.Superseded values are not recommended for survey control.
 CD0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0033.See file dsdata.txt to determine how the superseded data were derived.
 CD0033
 CD0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER664223(NAD 83)
 CD0033_MARKER: DB = BENCH MARK DISK
 CD0033_SETTING: 0 = UNSPECIFIED SETTING
 CD0033_STAMPING: A 734 1943
 CD0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0033
 CD0033  HISTORY     - Date     Condition        Report By
 CD0033  HISTORY     - 1943     MONUMENTED       CGS
 CD0033  HISTORY     - 1973     MARK NOT FOUND   USGS
 CD0033
 CD0033                          STATION DESCRIPTION
 CD0033
 CD0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0033'24.7 MI W FROM ORLA.
 CD0033'THIS MARK IS 24.7 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0033'ORLA, 0.5 MILE WEST OF A BEACON LIGHT, 18.0 FEET WEST OF POWER POLE
 CD0033'NUMBER 129-5, 30.5 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 CD0033'PROJECTING 6-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE
 CD0033'REFERENCE POST.
 CD0033
 CD0033                          STATION RECOVERY (1973)
 CD0033
 CD0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CD0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0100 ***********************************************************************
 BB0100  DESIGNATION -  A 735
 BB0100  PID         -  BB0100
 BB0100  STATE/COUNTY-  TX/PRESIDIO
 BB0100  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0100
 BB0100                         *CURRENT SURVEY CONTROL
 BB0100  ___________________________________________________________________
 BB0100* NAD 83(1986)-  29 47 30.     (N)    104 08 50.     (W)     SCALED    
 BB0100* NAVD 88     -      1234.799  (meters)    4051.17   (feet)  ADJUSTED  
 BB0100  ___________________________________________________________________
 BB0100  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BB0100  DYNAMIC HT  -        1232.756 (meters)    4044.47  (feet)  COMP
 BB0100  MODELED GRAV-     978,944.8   (mgal)                       NAVD 88
 BB0100
 BB0100  VERT ORDER  -  SECOND    CLASS 0
 BB0100
 BB0100.The horizontal coordinates were scaled from a topographic map and have
 BB0100.an estimated accuracy of +/- 6 seconds.
 BB0100
 BB0100.The orthometric height was determined by differential leveling
 BB0100.and adjusted by the National Geodetic Survey in June 1991..
 BB0100
 BB0100.The geoid height was determined by GEOID03.
 BB0100
 BB0100.The dynamic height is computed by dividing the NAVD 88
 BB0100.geopotential number by the normal gravity value computed on the
 BB0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0100.degrees latitude (g = 980.6199 gals.).
 BB0100
 BB0100.The modeled gravity was interpolated from observed gravity values.
 BB0100
 BB0100;                    North         East    Units  Estimated Accuracy
 BB0100;SPC TXSC     - 4,227,990.      102,540.      MT  (+/- 180 meters Scaled)
 BB0100
 BB0100                          SUPERSEDED SURVEY CONTROL
 BB0100
 BB0100  NGVD 29 (??/??/92) 1234.391  (m)         4049.83   (f) ADJ UNCH    2 0
 BB0100
 BB0100.Superseded values are not recommended for survey control.
 BB0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0100.See file dsdata.txt to determine how the superseded data were derived.
 BB0100
 BB0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN824960(NAD 83)
 BB0100_MARKER: DB = BENCH MARK DISK
 BB0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0100_STAMPING: A 735 1943
 BB0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0100+STABILITY: SURFACE MOTION
 BB0100
 BB0100  HISTORY     - Date     Condition        Report By
 BB0100  HISTORY     - 1943     MONUMENTED       CGS
 BB0100  HISTORY     - 1958     GOOD             NGS
 BB0100
 BB0100                          STATION DESCRIPTION
 BB0100
 BB0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0100'7.1 MI NW FROM CASA PIEDRA.
 BB0100'ABOUT 4.05 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BB0100'CASA PIEDRA TO THE TED HARPER RANCH, THENCE ABOUT 3.05 MILES NORTHWEST
 BB0100'ALONG A TRACK ROAD.  14 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BB0100'ABOUT 0.65 MILE WEST OF TWO STEEL WINDMILLS, ABOUT 0.3 MILE EAST OF A
 BB0100'GATE IN A NORTH-SOUTH FENCE, ON THE WEST SLOPE OF A SMALL HILL, 2 1/2
 BB0100'FEET SOUTHEAST OF A FENCE CORNER POST, AND IN THE TOP OF A CONCRETE
 BB0100'POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0358 ***********************************************************************
 BA0358  DESIGNATION -  A 736
 BA0358  PID         -  BA0358
 BA0358  STATE/COUNTY-  TX/PRESIDIO
 BA0358  USGS QUAD   -  BANDERA MESA SOUTH (1983)
 BA0358
 BA0358                         *CURRENT SURVEY CONTROL
 BA0358  ___________________________________________________________________
 BA0358* NAD 83(1986)-  29 33 24.     (N)    103 50 18.     (W)     SCALED    
 BA0358* NAVD 88     -      1332.939  (meters)    4373.15   (feet)  ADJUSTED  
 BA0358  ___________________________________________________________________
 BA0358  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BA0358  DYNAMIC HT  -        1330.689 (meters)    4365.77  (feet)  COMP
 BA0358  MODELED GRAV-     978,908.2   (mgal)                       NAVD 88
 BA0358
 BA0358  VERT ORDER  -  SECOND    CLASS 0
 BA0358
 BA0358.The horizontal coordinates were scaled from a topographic map and have
 BA0358.an estimated accuracy of +/- 6 seconds.
 BA0358
 BA0358.The orthometric height was determined by differential leveling
 BA0358.and adjusted by the National Geodetic Survey in June 1991..
 BA0358
 BA0358.The geoid height was determined by GEOID03.
 BA0358
 BA0358.The dynamic height is computed by dividing the NAVD 88
 BA0358.geopotential number by the normal gravity value computed on the
 BA0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0358.degrees latitude (g = 980.6199 gals.).
 BA0358
 BA0358.The modeled gravity was interpolated from observed gravity values.
 BA0358
 BA0358;                    North         East    Units  Estimated Accuracy
 BA0358;SPC TXSC     - 4,200,690.      131,300.      MT  (+/- 180 meters Scaled)
 BA0358
 BA0358                          SUPERSEDED SURVEY CONTROL
 BA0358
 BA0358  NGVD 29 (??/??/92) 1332.562  (m)         4371.91   (f) ADJ UNCH    2 0
 BA0358
 BA0358.Superseded values are not recommended for survey control.
 BA0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0358.See file dsdata.txt to determine how the superseded data were derived.
 BA0358
 BA0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN125702(NAD 83)
 BA0358_MARKER: DB = BENCH MARK DISK
 BA0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0358_STAMPING: A 736 1943
 BA0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0358+STABILITY: SURFACE MOTION
 BA0358
 BA0358  HISTORY     - Date     Condition        Report By
 BA0358  HISTORY     - 1943     MONUMENTED       CGS
 BA0358  HISTORY     - 1958     GOOD             NGS
 BA0358
 BA0358                          STATION DESCRIPTION
 BA0358
 BA0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0358'11.05 MI NE FROM FOWLKES BROS RANCH.
 BA0358'ABOUT 11.05 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE FOWLKES
 BA0358'BROTHERS RANCH, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT
 BA0358'1.05 MILES SOUTH OF A POWER LINE CROSSING OVER THE ROAD, ABOUT 0.7
 BA0358'MILE SOUTH OF THE JUNCTION WITH A PRIVATE ROAD LEADING TO THE RAWLS
 BA0358'RANCH, ABOUT 0.4 MILE SOUTH OF A CATTLE GUARD, ABOUT 0.15 MILE NORTH
 BA0358'OF A WASH, 166 FEET EAST AND ACRSOO THE ROAD FROM A FENCE, 2 FEET
 BA0358'NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BA0358'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0107 ***********************************************************************
 BB0107  DESIGNATION -  A 737
 BB0107  PID         -  BB0107
 BB0107  STATE/COUNTY-  TX/PRESIDIO
 BB0107  USGS QUAD   -  PLATA (1983)
 BB0107
 BB0107                         *CURRENT SURVEY CONTROL
 BB0107  ___________________________________________________________________
 BB0107* NAD 83(1986)-  29 48 31.     (N)    104 00 21.     (W)     SCALED    
 BB0107* NAVD 88     -      1137.556  (meters)    3732.13   (feet)  ADJUSTED  
 BB0107  ___________________________________________________________________
 BB0107  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BB0107  DYNAMIC HT  -        1135.693 (meters)    3726.02  (feet)  COMP
 BB0107  MODELED GRAV-     978,965.5   (mgal)                       NAVD 88
 BB0107
 BB0107  VERT ORDER  -  SECOND    CLASS 0
 BB0107
 BB0107.The horizontal coordinates were scaled from a topographic map and have
 BB0107.an estimated accuracy of +/- 6 seconds.
 BB0107
 BB0107.The orthometric height was determined by differential leveling
 BB0107.and adjusted by the National Geodetic Survey in June 1991..
 BB0107
 BB0107.The geoid height was determined by GEOID03.
 BB0107
 BB0107.The dynamic height is computed by dividing the NAVD 88
 BB0107.geopotential number by the normal gravity value computed on the
 BB0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0107.degrees latitude (g = 980.6199 gals.).
 BB0107
 BB0107.The modeled gravity was interpolated from observed gravity values.
 BB0107
 BB0107;                    North         East    Units  Estimated Accuracy
 BB0107;SPC TXSC     - 4,229,270.      116,280.      MT  (+/- 180 meters Scaled)
 BB0107
 BB0107                          SUPERSEDED SURVEY CONTROL
 BB0107
 BB0107  NGVD 29 (??/??/92) 1137.181  (m)         3730.90   (f) ADJ UNCH    2 0
 BB0107
 BB0107.Superseded values are not recommended for survey control.
 BB0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0107.See file dsdata.txt to determine how the superseded data were derived.
 BB0107
 BB0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN960979(NAD 83)
 BB0107_MARKER: DB = BENCH MARK DISK
 BB0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0107_STAMPING: A 737 1943
 BB0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0107+STABILITY: SURFACE MOTION
 BB0107
 BB0107  HISTORY     - Date     Condition        Report By
 BB0107  HISTORY     - 1943     MONUMENTED       CGS
 BB0107  HISTORY     - 1958     GOOD             NGS
 BB0107
 BB0107                          STATION DESCRIPTION
 BB0107
 BB0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0107'7.05 MI NE FROM CASA PIEDRA.
 BB0107'ABOUT 2.15 MILE NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE
 BB0107'BUILDING AT CASA PIEDRA, THENCE ABOUT 0.95 MILE EAST ALONG A GRADED
 BB0107'DIRT ROAD, THENCE ABOUT 3.95 MILE NORTH ALONG A GRADED DIRT ROAD, OR
 BB0107'4.20 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD SECTION
 BB0107'FOREMANS HOUSE AT PLATA, 27 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BB0107'ABOUT 0.55 MILE SOUTH OF A CATTLE GUARD CROSSING THE ROAD, AT THE
 BB0107'SOUTH END OF A LONG CURVE, AND IN THE TOP OF A CONCRETE POST
 BB0107'PROJECTING 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0162 ***********************************************************************
 BQ0162  DESIGNATION -  A 738
 BQ0162  PID         -  BQ0162
 BQ0162  STATE/COUNTY-  TX/PRESIDIO
 BQ0162  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0162
 BQ0162                         *CURRENT SURVEY CONTROL
 BQ0162  ___________________________________________________________________
 BQ0162* NAD 83(1986)-  30 09 57.     (N)    104 02 44.     (W)     SCALED    
 BQ0162* NAVD 88     -      1357.114  (meters)    4452.46   (feet)  ADJUSTED  
 BQ0162  ___________________________________________________________________
 BQ0162  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 BQ0162  DYNAMIC HT  -        1354.857 (meters)    4445.06  (feet)  COMP
 BQ0162  MODELED GRAV-     978,931.2   (mgal)                       NAVD 88
 BQ0162
 BQ0162  VERT ORDER  -  SECOND    CLASS 0
 BQ0162
 BQ0162.The horizontal coordinates were scaled from a topographic map and have
 BQ0162.an estimated accuracy of +/- 6 seconds.
 BQ0162
 BQ0162.The orthometric height was determined by differential leveling
 BQ0162.and adjusted by the National Geodetic Survey in June 1991..
 BQ0162
 BQ0162.The geoid height was determined by GEOID03.
 BQ0162
 BQ0162.The dynamic height is computed by dividing the NAVD 88
 BQ0162.geopotential number by the normal gravity value computed on the
 BQ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0162.degrees latitude (g = 980.6199 gals.).
 BQ0162
 BQ0162.The modeled gravity was interpolated from observed gravity values.
 BQ0162
 BQ0162;                    North         East    Units  Estimated Accuracy
 BQ0162;SPC TXSC     - 4,268,990.      114,150.      MT  (+/- 180 meters Scaled)
 BQ0162
 BQ0162                          SUPERSEDED SURVEY CONTROL
 BQ0162
 BQ0162  NGVD 29 (??/??/92) 1356.644  (m)         4450.92   (f) ADJ UNCH    2 0
 BQ0162
 BQ0162.Superseded values are not recommended for survey control.
 BQ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0162.See file dsdata.txt to determine how the superseded data were derived.
 BQ0162
 BQ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP919375(NAD 83)
 BQ0162_MARKER: DB = BENCH MARK DISK
 BQ0162_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0162_SP_SET: ROCK OUTCROP
 BQ0162_STAMPING: A 738 1943
 BQ0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0162+STABILITY: POSITION/ELEVATION WELL
 BQ0162
 BQ0162  HISTORY     - Date     Condition        Report By
 BQ0162  HISTORY     - 1943     MONUMENTED       CGS
 BQ0162  HISTORY     - 1966     GOOD             NGS
 BQ0162
 BQ0162                          STATION DESCRIPTION
 BQ0162
 BQ0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BQ0162'10.85 MI S FROM MARFA.
 BQ0162'ABOUT 7.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 67 FROM THE TEXAS AND NEW
 BQ0162'ORLEANS RAILROAD STATION AT MARFA, THENCE ABOUT 3.45 MILES SOUTH ALONG
 BQ0162'FARM ROAD 169, IN THE TOP OF THE NORTHEAST END OF A LARGE ROCK
 BQ0162'OUTCROP, 49 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 15 FEET
 BQ0162'NORTHEAST OF THE CENTERLINE OF A WASH, 4 FEET SOUTHWEST OF A WOVEN
 BQ0162'WIRE FENCE, 0.3 MILES SOUTHEAST OF A PRIVATE ROAD LEADING EAST, 200
 BQ0162'FEET SOUTHEAST OF A SLIGHT CURVE IN THE ROAD, AND 2.0 FEET SOUTH OF A
 BQ0162'ROCK CARIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0197 ***********************************************************************
 BB0197  DESIGNATION -  A 739
 BB0197  PID         -  BB0197
 BB0197  STATE/COUNTY-  TX/PRESIDIO
 BB0197  USGS QUAD   -  VADO DE PIEDRA (1980)
 BB0197
 BB0197                         *CURRENT SURVEY CONTROL
 BB0197  ___________________________________________________________________
 BB0197* NAD 83(1986)-  29 52 08.     (N)    104 37 47.     (W)     SCALED    
 BB0197* NAVD 88     -       835.054  (meters)    2739.67   (feet)  POSTED    
 BB0197  ___________________________________________________________________
 BB0197  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BB0197  DYNAMIC HT  -         833.690 (meters)    2735.20  (feet)  COMP
 BB0197  MODELED GRAV-     978,984.4   (mgal)                       NAVD 88
 BB0197
 BB0197  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0197
 BB0197.The horizontal coordinates were scaled from a topographic map and have
 BB0197.an estimated accuracy of +/- 6 seconds.
 BB0197
 BB0197.The orthometric height was determined by differential leveling
 BB0197.and adjusted by the National Geodetic Survey in 1992..
 BB0197.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0197.rate of 1.1 thru 2.0 mm/km.
 BB0197
 BB0197.The geoid height was determined by GEOID03.
 BB0197
 BB0197.The dynamic height is computed by dividing the NAVD 88
 BB0197.geopotential number by the normal gravity value computed on the
 BB0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0197.degrees latitude (g = 980.6199 gals.).
 BB0197
 BB0197.The modeled gravity was interpolated from observed gravity values.
 BB0197
 BB0197;                    North         East    Units  Estimated Accuracy
 BB0197;SPC TXSC     - 4,238,680.       56,360.      MT  (+/- 180 meters Scaled)
 BB0197
 BB0197                          SUPERSEDED SURVEY CONTROL
 BB0197
 BB0197  NGVD 29 (??/??/92)  834.592  (m)         2738.16   (f) ADJ UNCH    2 0
 BB0197
 BB0197.Superseded values are not recommended for survey control.
 BB0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0197.See file dsdata.txt to determine how the superseded data were derived.
 BB0197
 BB0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP357043(NAD 83)
 BB0197_MARKER: DB = BENCH MARK DISK
 BB0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0197_STAMPING: A 739 1943
 BB0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0197+STABILITY: SURFACE MOTION
 BB0197
 BB0197  HISTORY     - Date     Condition        Report By
 BB0197  HISTORY     - 1943     MONUMENTED       CGS
 BB0197
 BB0197                          STATION DESCRIPTION
 BB0197
 BB0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0197'9.5 MI SE FROM RUIDOSA.
 BB0197'THIS MARK IS 9.5 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0197'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, SET ON THE SUMMIT OF A HILL,
 BB0197'900.0 FEET NORTH OF TWO ADOBES, 32.0 FEET NORTHEAST OF THE CENTERLINE
 BB0197'OF THE ROAD, 3.0 FEET HIGHER THAN THE ROAD, PROJECTING 5-INCHES ABOVE
 BB0197'THE GROUND, 2.0 FEET SOUTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0625 ***********************************************************************
 CA0625  DESIGNATION -  A 74
 CA0625  PID         -  CA0625
 CA0625  STATE/COUNTY-  TX/COLEMAN
 CA0625  USGS QUAD   -  NOVICE EAST (1987)
 CA0625
 CA0625                         *CURRENT SURVEY CONTROL
 CA0625  ___________________________________________________________________
 CA0625* NAD 83(1986)-  31 57 53.     (N)    099 33 30.     (W)     SCALED    
 CA0625* NAVD 88     -       599.299  (meters)    1966.20   (feet)  POSTED    
 CA0625  ___________________________________________________________________
 CA0625  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CA0625  DYNAMIC HT  -         598.510 (meters)    1963.61  (feet)  COMP
 CA0625  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 CA0625
 CA0625  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0625
 CA0625.The horizontal coordinates were scaled from a topographic map and have
 CA0625.an estimated accuracy of +/- 6 seconds.
 CA0625
 CA0625.The orthometric height was determined by differential leveling
 CA0625.and adjusted by the National Geodetic Survey in 1992..
 CA0625.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0625.rate of 0.0 thru 1.0 mm/km.
 CA0625
 CA0625.The geoid height was determined by GEOID03.
 CA0625
 CA0625.The dynamic height is computed by dividing the NAVD 88
 CA0625.geopotential number by the normal gravity value computed on the
 CA0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0625.degrees latitude (g = 980.6199 gals.).
 CA0625
 CA0625.The modeled gravity was interpolated from observed gravity values.
 CA0625
 CA0625;                    North         East    Units  Estimated Accuracy
 CA0625;SPC TX C     - 3,255,020.      773,260.      MT  (+/- 180 meters Scaled)
 CA0625
 CA0625                          SUPERSEDED SURVEY CONTROL
 CA0625
 CA0625  NGVD 29 (??/??/92)  599.154  (m)         1965.72   (f) ADJ UNCH    1 2
 CA0625
 CA0625.Superseded values are not recommended for survey control.
 CA0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0625.See file dsdata.txt to determine how the superseded data were derived.
 CA0625
 CA0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA472366(NAD 83)
 CA0625_MARKER: DB = BENCH MARK DISK
 CA0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0625_STAMPING: 1965.724 1931
 CA0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0625+STABILITY: SURFACE MOTION
 CA0625
 CA0625  HISTORY     - Date     Condition        Report By
 CA0625  HISTORY     - 1931     MONUMENTED       CGS
 CA0625  HISTORY     - 1935     GOOD             NGS
 CA0625  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0625
 CA0625                          STATION DESCRIPTION
 CA0625
 CA0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0625'1.0 MI W FROM SILVER VALLEY.
 CA0625'1.0 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0625'SILVER VALLEY, COLEMAN COUNTY, AT MILEPOST 392, AT A ROAD CROSSING, 35
 CA0625'FEET NORTH OF THE TRACK, 20 FEET WEST OF THE ROAD, AND 6 FEET WEST OF
 CA0625'A FENCE.  A STANDARD DISK, STAMPED 1965.724 1931 AND SET IN THE TOP OF
 CA0625'A CONCRETE POST.
 CA0625
 CA0625                          STATION RECOVERY (1935)
 CA0625
 CA0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0625'RECOVERED IN GOOD CONDITION.
 CA0625
 CA0625                          STATION RECOVERY (1982)
 CA0625
 CA0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0625'THERE HAS BEEN CONSIDERABLE GRADING IN THE AREA AND THE MARK HAS
 CA0625'PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0270 ***********************************************************************
 BA0270  DESIGNATION -  A 740
 BA0270  PID         -  BA0270
 BA0270  STATE/COUNTY-  TX/BREWSTER
 BA0270  USGS QUAD   -  BUCK HILL (1983)
 BA0270
 BA0270                         *CURRENT SURVEY CONTROL
 BA0270  ___________________________________________________________________
 BA0270* NAD 83(1986)-  29 47 54.     (N)    103 31 32.     (W)     SCALED    
 BA0270* NAVD 88     -      1137.715  (meters)    3732.65   (feet)  ADJUSTED  
 BA0270  ___________________________________________________________________
 BA0270  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 BA0270  DYNAMIC HT  -        1135.858 (meters)    3726.56  (feet)  COMP
 BA0270  MODELED GRAV-     978,971.0   (mgal)                       NAVD 88
 BA0270
 BA0270  VERT ORDER  -  SECOND    CLASS 0
 BA0270
 BA0270.The horizontal coordinates were scaled from a topographic map and have
 BA0270.an estimated accuracy of +/- 6 seconds.
 BA0270
 BA0270.The orthometric height was determined by differential leveling
 BA0270.and adjusted by the National Geodetic Survey in June 1991..
 BA0270
 BA0270.The geoid height was determined by GEOID03.
 BA0270
 BA0270.The dynamic height is computed by dividing the NAVD 88
 BA0270.geopotential number by the normal gravity value computed on the
 BA0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0270.degrees latitude (g = 980.6199 gals.).
 BA0270
 BA0270.The modeled gravity was interpolated from observed gravity values.
 BA0270
 BA0270;                    North         East    Units  Estimated Accuracy
 BA0270;SPC TXSC     - 4,226,240.      162,620.      MT  (+/- 180 meters Scaled)
 BA0270
 BA0270                          SUPERSEDED SURVEY CONTROL
 BA0270
 BA0270  NGVD 29 (??/??/92) 1137.270  (m)         3731.19   (f) ADJ UNCH    2 0
 BA0270
 BA0270.Superseded values are not recommended for survey control.
 BA0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0270.See file dsdata.txt to determine how the superseded data were derived.
 BA0270
 BA0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN425973(NAD 83)
 BA0270_MARKER: DB = BENCH MARK DISK
 BA0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0270_STAMPING: A 740 1943
 BA0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0270+STABILITY: SURFACE MOTION
 BA0270
 BA0270  HISTORY     - Date     Condition        Report By
 BA0270  HISTORY     - 1943     MONUMENTED       CGS
 BA0270  HISTORY     - 1958     GOOD             NGS
 BA0270
 BA0270                          STATION DESCRIPTION
 BA0270
 BA0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0270'45.75 MI S FROM ALPINE.
 BA0270'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0270'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0270'118, THENCE ABOUT 3.1 MILE EAST ALONG A GRADED DIRT ROAD LEADING TO
 BA0270'THE A. M. POTTER RANCH.  22 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BA0270'ABOUT 0.7 MILE EAST OF A CATTLE GUARD AND WINDMILL, 32 1/2 FEET NORTH
 BA0270'OF A WOVEN WIRE FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 BA0270'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0321 ***********************************************************************
 BP0321  DESIGNATION -  A 741
 BP0321  PID         -  BP0321
 BP0321  STATE/COUNTY-  TX/BREWSTER
 BP0321  USGS QUAD   -  SIMPSON SPRINGS MOUNTAIN (1983)
 BP0321
 BP0321                         *CURRENT SURVEY CONTROL
 BP0321  ___________________________________________________________________
 BP0321* NAD 83(1986)-  30 02 17.     (N)    103 16 03.     (W)     SCALED    
 BP0321* NAVD 88     -      1125.173  (meters)    3691.51   (feet)  ADJUSTED  
 BP0321  ___________________________________________________________________
 BP0321  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BP0321  DYNAMIC HT  -        1123.351 (meters)    3685.53  (feet)  COMP
 BP0321  MODELED GRAV-     978,983.8   (mgal)                       NAVD 88
 BP0321
 BP0321  VERT ORDER  -  SECOND    CLASS 0
 BP0321
 BP0321.The horizontal coordinates were scaled from a topographic map and have
 BP0321.an estimated accuracy of +/- 6 seconds.
 BP0321
 BP0321.The orthometric height was determined by differential leveling
 BP0321.and adjusted by the National Geodetic Survey in June 1991..
 BP0321
 BP0321.The geoid height was determined by GEOID03.
 BP0321
 BP0321.The dynamic height is computed by dividing the NAVD 88
 BP0321.geopotential number by the normal gravity value computed on the
 BP0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0321.degrees latitude (g = 980.6199 gals.).
 BP0321
 BP0321.The modeled gravity was interpolated from observed gravity values.
 BP0321
 BP0321;                    North         East    Units  Estimated Accuracy
 BP0321;SPC TXSC     - 4,251,860.      188,520.      MT  (+/- 180 meters Scaled)
 BP0321
 BP0321                          SUPERSEDED SURVEY CONTROL
 BP0321
 BP0321  NGVD 29 (??/??/92) 1124.775  (m)         3690.20   (f) ADJ UNCH    2 0
 BP0321
 BP0321.Superseded values are not recommended for survey control.
 BP0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0321.See file dsdata.txt to determine how the superseded data were derived.
 BP0321
 BP0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP670242(NAD 83)
 BP0321_MARKER: DB = BENCH MARK DISK
 BP0321_SETTING: 66 = SET IN ROCK OUTCROP
 BP0321_SP_SET: ROCK OUTCROP
 BP0321_STAMPING: A 741 1943
 BP0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0321+STABILITY: POSITION/ELEVATION WELL
 BP0321
 BP0321  HISTORY     - Date     Condition        Report By
 BP0321  HISTORY     - 1943     MONUMENTED       CGS
 BP0321  HISTORY     - 1966     GOOD             NGS
 BP0321  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0321
 BP0321                          STATION DESCRIPTION
 BP0321
 BP0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0321'12.35 MI S FROM MARATHON.
 BP0321'ABOUT 0.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0321'THE STATION AT MARATHON, THENCE 8.85 MILES SOUTH ALONG U. S. HIGHWAY
 BP0321'385, THENCE 3.05 MILES SOUTHEAST ALONG THE OLD ROAD GRADE, IN THE TOP
 BP0321'OF A SMALL ROCK OUTCROP FLUSH WITH THE GROUND, 28 FEET EAST OF THE
 BP0321'CENTERLINE OF THE ROAD, 0.5 MILES NORTH OF A FENCE ACROSS THE ROAD, 50
 BP0321'FEET EAST OF A FENCE LINE ON THE WEST SIDE OF THE ROAD, AND 3 FEET
 BP0321'ABOVE THE LEVEL OF THE ROAD.
 BP0321
 BP0321                          STATION RECOVERY (2001)
 BP0321
 BP0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0321'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0171 ***********************************************************************
 BA0171  DESIGNATION -  A 742
 BA0171  PID         -  BA0171
 BA0171  STATE/COUNTY-  TX/BREWSTER
 BA0171  USGS QUAD   -  PANTHER JUNCTION (1971)
 BA0171
 BA0171                         *CURRENT SURVEY CONTROL
 BA0171  ___________________________________________________________________
 BA0171* NAD 83(1986)-  29 16 18.     (N)    103 08 11.     (W)     SCALED    
 BA0171* NAVD 88     -       906.621  (meters)    2974.47   (feet)  ADJUSTED  
 BA0171  ___________________________________________________________________
 BA0171  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 BA0171  DYNAMIC HT  -         905.148 (meters)    2969.64  (feet)  COMP
 BA0171  MODELED GRAV-     978,988.4   (mgal)                       NAVD 88
 BA0171
 BA0171  VERT ORDER  -  FIRST     CLASS II
 BA0171
 BA0171.The horizontal coordinates were scaled from a topographic map and have
 BA0171.an estimated accuracy of +/- 6 seconds.
 BA0171
 BA0171.The orthometric height was determined by differential leveling
 BA0171.and adjusted by the National Geodetic Survey in June 1991..
 BA0171
 BA0171.The geoid height was determined by GEOID03.
 BA0171
 BA0171.The dynamic height is computed by dividing the NAVD 88
 BA0171.geopotential number by the normal gravity value computed on the
 BA0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0171.degrees latitude (g = 980.6199 gals.).
 BA0171
 BA0171.The modeled gravity was interpolated from observed gravity values.
 BA0171
 BA0171;                    North         East    Units  Estimated Accuracy
 BA0171;SPC TXSC     - 4,166,510.      198,150.      MT  (+/- 180 meters Scaled)
 BA0171
 BA0171                          SUPERSEDED SURVEY CONTROL
 BA0171
 BA0171  NGVD 29 (??/??/92)  906.235  (m)         2973.21   (f) ADJ UNCH    1 2
 BA0171
 BA0171.Superseded values are not recommended for survey control.
 BA0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0171.See file dsdata.txt to determine how the superseded data were derived.
 BA0171
 BA0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN810395(NAD 83)
 BA0171_MARKER: DB = BENCH MARK DISK
 BA0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0171_STAMPING: A 742 1943
 BA0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0171+STABILITY: SURFACE MOTION
 BA0171
 BA0171  HISTORY     - Date     Condition        Report By
 BA0171  HISTORY     - 1943     MONUMENTED       CGS
 BA0171  HISTORY     - 1958     GOOD             NGS
 BA0171  HISTORY     - 1975     GOOD             NPS
 BA0171  HISTORY     - 19960414 GOOD             USPSQD
 BA0171  HISTORY     - 20030422 GOOD             USPSQD
 BA0171
 BA0171                          STATION DESCRIPTION
 BA0171
 BA0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0171'7.8 MI SE FROM PARK HEADQUARTERS.
 BA0171'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0171'BUILDING, THENCE 6.2 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.1
 BA0171'MILES NORTHWEST ALONG AN ABANDONED ROAD.  28 FEET NORTHEAST OF THE
 BA0171'CENTER LINE OF THE ROAD, 120 FEET SOUTHWEST OF A COTTONWOOD TREE, 2
 BA0171'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 BA0171'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 BA0171'INCHES.
 BA0171
 BA0171                          STATION RECOVERY (1975)
 BA0171
 BA0171'RECOVERY NOTE BY NATIONAL PARK SERVICE 1975
 BA0171'ADD THAT IT IS APPROX. 200 FT. SE OF A WINDMILL, AT DUGOUT WELLS.
 BA0171
 BA0171                          STATION RECOVERY (1996)
 BA0171
 BA0171'RECOVERY NOTE BY US POWER SQUADRON 1996
 BA0171'RECOVERED IN GOOD CONDITION.
 BA0171
 BA0171                          STATION RECOVERY (2003)
 BA0171
 BA0171'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0023 ***********************************************************************
 BA0023  DESIGNATION -  A 743
 BA0023  PID         -  BA0023
 BA0023  STATE/COUNTY-  TX/BREWSTER
 BA0023  USGS QUAD   -  SAN FRANCISCO SHUTUP (1983)
 BA0023
 BA0023                         *CURRENT SURVEY CONTROL
 BA0023  ___________________________________________________________________
 BA0023* NAD 83(1986)-  29 55 49.     (N)    102 43 41.     (W)     SCALED    
 BA0023* NAVD 88     -       833.061  (meters)    2733.13   (feet)  ADJUSTED  
 BA0023  ___________________________________________________________________
 BA0023  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 BA0023  DYNAMIC HT  -         831.769 (meters)    2728.90  (feet)  COMP
 BA0023  MODELED GRAV-     979,063.5   (mgal)                       NAVD 88
 BA0023
 BA0023  VERT ORDER  -  FIRST     CLASS II
 BA0023
 BA0023.The horizontal coordinates were scaled from a topographic map and have
 BA0023.an estimated accuracy of +/- 6 seconds.
 BA0023
 BA0023.The orthometric height was determined by differential leveling
 BA0023.and adjusted by the National Geodetic Survey in June 1991..
 BA0023
 BA0023.The geoid height was determined by GEOID03.
 BA0023
 BA0023.The dynamic height is computed by dividing the NAVD 88
 BA0023.geopotential number by the normal gravity value computed on the
 BA0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0023.degrees latitude (g = 980.6199 gals.).
 BA0023
 BA0023.The modeled gravity was interpolated from observed gravity values.
 BA0023
 BA0023;                    North         East    Units  Estimated Accuracy
 BA0023;SPC TXSC     - 4,238,140.      240,130.      MT  (+/- 180 meters Scaled)
 BA0023
 BA0023                          SUPERSEDED SURVEY CONTROL
 BA0023
 BA0023  NGVD 29 (??/??/92)  832.769  (m)         2732.18   (f) ADJ UNCH    1 2
 BA0023
 BA0023.Superseded values are not recommended for survey control.
 BA0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0023.See file dsdata.txt to determine how the superseded data were derived.
 BA0023
 BA0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP193132(NAD 83)
 BA0023_MARKER: DB = BENCH MARK DISK
 BA0023_SETTING: 80 = SET IN A BOULDER
 BA0023_SP_SET: BOULDER
 BA0023_STAMPING: A 743 1943
 BA0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0023+STABILITY: SURFACE MOTION
 BA0023
 BA0023  HISTORY     - Date     Condition        Report By
 BA0023  HISTORY     - 1943     MONUMENTED       CGS
 BA0023  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0023
 BA0023                          STATION DESCRIPTION
 BA0023
 BA0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0023'3.2 MI SW FROM SLAUGHTER RANCH HDQ.
 BA0023'ABOUT 1 MILE NORTHEAST OF X 748, 15 FEET EAST OF THE CENTERLINE OF THE
 BA0023'ROAD, ON THE NORTHEAST SIDE OF A WASH ACROSS THE ROAD, AND IN THE TOP
 BA0023'OF A LIMESTONE BOULDER.  A DISK, STAMPED A 743 1943.  NOTE-- THE ROAD
 BA0023'HAS BEEN CHANGED A NUMBER OF TIMES IN THIS VICINITY AND THE OLD ROAD
 BA0023'COULD NOT BE IDENTIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0076 ***********************************************************************
 BB0076  DESIGNATION -  A 744
 BB0076  PID         -  BB0076
 BB0076  STATE/COUNTY-  TX/PRESIDIO
 BB0076  USGS QUAD   -  CERRO REDONDO (1983)
 BB0076
 BB0076                         *CURRENT SURVEY CONTROL
 BB0076  ___________________________________________________________________
 BB0076* NAD 83(1986)-  29 33 47.     (N)    104 11 35.     (W)     SCALED    
 BB0076* NAVD 88     -       894.108  (meters)    2933.42   (feet)  ADJUSTED  
 BB0076  ___________________________________________________________________
 BB0076  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 BB0076  DYNAMIC HT  -         892.651 (meters)    2928.64  (feet)  COMP
 BB0076  MODELED GRAV-     978,983.8   (mgal)                       NAVD 88
 BB0076
 BB0076  VERT ORDER  -  FIRST     CLASS II
 BB0076
 BB0076.The horizontal coordinates were scaled from a topographic map and have
 BB0076.an estimated accuracy of +/- 6 seconds.
 BB0076
 BB0076.The orthometric height was determined by differential leveling
 BB0076.and adjusted by the National Geodetic Survey in June 1991..
 BB0076
 BB0076.The geoid height was determined by GEOID03.
 BB0076
 BB0076.The dynamic height is computed by dividing the NAVD 88
 BB0076.geopotential number by the normal gravity value computed on the
 BB0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0076.degrees latitude (g = 980.6199 gals.).
 BB0076
 BB0076.The modeled gravity was interpolated from observed gravity values.
 BB0076
 BB0076;                    North         East    Units  Estimated Accuracy
 BB0076;SPC TXSC     - 4,202,870.       96,990.      MT  (+/- 180 meters Scaled)
 BB0076
 BB0076                          SUPERSEDED SURVEY CONTROL
 BB0076
 BB0076  NGVD 29 (??/??/92)  893.787  (m)         2932.37   (f) ADJ UNCH    1 2
 BB0076
 BB0076.Superseded values are not recommended for survey control.
 BB0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0076.See file dsdata.txt to determine how the superseded data were derived.
 BB0076
 BB0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN781706(NAD 83)
 BB0076_MARKER: DB = BENCH MARK DISK
 BB0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0076_STAMPING: A 744 1943
 BB0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0076+STABILITY: SURFACE MOTION
 BB0076
 BB0076  HISTORY     - Date     Condition        Report By
 BB0076  HISTORY     - 1943     MONUMENTED       CGS
 BB0076  HISTORY     - 1958     GOOD             NGS
 BB0076
 BB0076                          STATION DESCRIPTION
 BB0076
 BB0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0076'14.6 MI E FROM PRESIDIO.
 BB0076'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0076'PRESIDIO, THENCE 5.85 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BB0076'1.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  20 FEET SOUTHWEST OF
 BB0076'THE CENTER LINE OF THE ROAD, ABOUT 0.15 MILE SOUTHEAST OF A WINDMILL,
 BB0076'ABOUT 0.15 MILE NORTHWEST OF THE JUNCTION OF A ROAD LEADING EAST, 1
 BB0076'FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 BB0076'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 BB0076'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0090 ***********************************************************************
 BA0090  DESIGNATION -  A 745
 BA0090  PID         -  BA0090
 BA0090  STATE/COUNTY-  TX/BREWSTER
 BA0090  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0090
 BA0090                         *CURRENT SURVEY CONTROL
 BA0090  ___________________________________________________________________
 BA0090* NAD 83(1986)-  29 38 13.     (N)    103 11 18.     (W)     SCALED    
 BA0090* NAVD 88     -       838.140  (meters)    2749.80   (feet)  ADJUSTED  
 BA0090  ___________________________________________________________________
 BA0090  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BA0090  DYNAMIC HT  -         836.808 (meters)    2745.43  (feet)  COMP
 BA0090  MODELED GRAV-     979,026.7   (mgal)                       NAVD 88
 BA0090
 BA0090  VERT ORDER  -  SECOND    CLASS 0
 BA0090
 BA0090.The horizontal coordinates were scaled from a topographic map and have
 BA0090.an estimated accuracy of +/- 6 seconds.
 BA0090
 BA0090.The orthometric height was determined by differential leveling
 BA0090.and adjusted by the National Geodetic Survey in June 1991..
 BA0090
 BA0090.The geoid height was determined by GEOID03.
 BA0090
 BA0090.The dynamic height is computed by dividing the NAVD 88
 BA0090.geopotential number by the normal gravity value computed on the
 BA0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0090.degrees latitude (g = 980.6199 gals.).
 BA0090
 BA0090.The modeled gravity was interpolated from observed gravity values.
 BA0090
 BA0090;                    North         East    Units  Estimated Accuracy
 BA0090;SPC TXSC     - 4,207,150.      194,560.      MT  (+/- 180 meters Scaled)
 BA0090
 BA0090                          SUPERSEDED SURVEY CONTROL
 BA0090
 BA0090  NGVD 29 (??/??/92)  837.791  (m)         2748.65   (f) ADJ UNCH    2 0
 BA0090
 BA0090.Superseded values are not recommended for survey control.
 BA0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0090.See file dsdata.txt to determine how the superseded data were derived.
 BA0090
 BA0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN753799(NAD 83)
 BA0090_MARKER: DB = BENCH MARK DISK
 BA0090_SETTING: 66 = SET IN ROCK OUTCROP
 BA0090_SP_SET: OUTCROP
 BA0090_STAMPING: A 745 1943
 BA0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0090+STABILITY: POSITION/ELEVATION WELL
 BA0090
 BA0090  HISTORY     - Date     Condition        Report By
 BA0090  HISTORY     - 1943     MONUMENTED       CGS
 BA0090  HISTORY     - 1958     GOOD             NGS
 BA0090
 BA0090                          STATION DESCRIPTION
 BA0090
 BA0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0090'2.55 MI SW FROM PERSIMMON GAP.
 BA0090'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0090'GAP, THENCE ABOUT 1.35 MILE SOUTHWEST ALONG A VERY DIM TRACK ROAD. IN
 BA0090'THE TOP OF A LARGE FLAT ROCK OUTCROP PROJECTING 2 1/2 FEET ON THE
 BA0090'SOUTH SIDE, 98 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.2
 BA0090'MILE SOUTHWEST OF TWO SMALL STOCK PONDS, ABOUT 0.1 MILE SOUTHWEST OF A
 BA0090'GATE AND POWER LINE ACROSS THE ROAD, ON THE SOUTH SIDE OF A SHALE ROCK
 BA0090'HILL, 209 FEET NORTHWEST OF A POWER POLE, 123 FEET NORTHWEST OF A
 BA0090'WOVEN WIRE FENCE, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0146 ***********************************************************************
 BA0146  DESIGNATION -  A 746
 BA0146  PID         -  BA0146
 BA0146  STATE/COUNTY-  TX/BREWSTER
 BA0146  USGS QUAD   -  GLENN SPRING (1971)
 BA0146
 BA0146                         *CURRENT SURVEY CONTROL
 BA0146  ___________________________________________________________________
 BA0146* NAD 83(1986)-  29 09 11.     (N)    103 10 45.     (W)     SCALED    
 BA0146* NAVD 88     -       754.250  (meters)    2474.57   (feet)  ADJUSTED  
 BA0146  ___________________________________________________________________
 BA0146  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 BA0146  DYNAMIC HT  -         753.036 (meters)    2470.59  (feet)  COMP
 BA0146  MODELED GRAV-     979,009.3   (mgal)                       NAVD 88
 BA0146
 BA0146  VERT ORDER  -  FIRST     CLASS II
 BA0146
 BA0146.The horizontal coordinates were scaled from a topographic map and have
 BA0146.an estimated accuracy of +/- 6 seconds.
 BA0146
 BA0146.The orthometric height was determined by differential leveling
 BA0146.and adjusted by the National Geodetic Survey in June 1991..
 BA0146
 BA0146.The geoid height was determined by GEOID03.
 BA0146
 BA0146.The dynamic height is computed by dividing the NAVD 88
 BA0146.geopotential number by the normal gravity value computed on the
 BA0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0146.degrees latitude (g = 980.6199 gals.).
 BA0146
 BA0146.The modeled gravity was interpolated from observed gravity values.
 BA0146
 BA0146;                    North         East    Units  Estimated Accuracy
 BA0146;SPC TXSC     - 4,153,520.      193,530.      MT  (+/- 180 meters Scaled)
 BA0146
 BA0146                          SUPERSEDED SURVEY CONTROL
 BA0146
 BA0146  NGVD 29 (??/??/92)  753.865  (m)         2473.31   (f) ADJ UNCH    1 2
 BA0146
 BA0146.Superseded values are not recommended for survey control.
 BA0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0146.See file dsdata.txt to determine how the superseded data were derived.
 BA0146
 BA0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN771263(NAD 83)
 BA0146_MARKER: DB = BENCH MARK DISK
 BA0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0146_STAMPING: A 746 1943
 BA0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0146+STABILITY: SURFACE MOTION
 BA0146
 BA0146  HISTORY     - Date     Condition        Report By
 BA0146  HISTORY     - 1943     MONUMENTED       CGS
 BA0146  HISTORY     - 1967     GOOD             NGS
 BA0146
 BA0146                          STATION DESCRIPTION
 BA0146
 BA0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0146'31.5 MI S FROM PARK HEADQUARTERS.
 BA0146'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM
 BA0146'THE PARK HEADQUARTERS BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A
 BA0146'PAVED ROAD, THENCE 1.6 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 BA0146'THENCE 12.15 MILES WEST ALONG A DIRT ROAD, THENCE 2.85 MILES SOUTHWEST
 BA0146'ALONG A DIRT ROAD, 51 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 25
 BA0146'FEET SOUTHEAST OF THE OLD ROAD BED, 2 FEET NORTHWEST OF A WHITE WOODEN
 BA0146'WITNESS POST, 1 FOOT ABOVE THE  LEVEL OF THE ROAD, AND IN THE TOP OF A
 BA0146'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0286 ***********************************************************************
 BP0286  DESIGNATION -  A 747
 BP0286  PID         -  BP0286
 BP0286  STATE/COUNTY-  TX/BREWSTER
 BP0286  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0286
 BP0286                         *CURRENT SURVEY CONTROL
 BP0286  ___________________________________________________________________
 BP0286* NAD 83(1986)-  30 12 30.     (N)    103 15 26.     (W)     SCALED    
 BP0286* NAVD 88     -      1232.014  (meters)    4042.03   (feet)  ADJUSTED  
 BP0286  ___________________________________________________________________
 BP0286  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BP0286  DYNAMIC HT  -        1230.006 (meters)    4035.44  (feet)  COMP
 BP0286  MODELED GRAV-     978,969.2   (mgal)                       NAVD 88
 BP0286
 BP0286  VERT ORDER  -  FIRST     CLASS II
 BP0286
 BP0286.The horizontal coordinates were scaled from a topographic map and have
 BP0286.an estimated accuracy of +/- 6 seconds.
 BP0286
 BP0286.The orthometric height was determined by differential leveling
 BP0286.and adjusted by the National Geodetic Survey in June 1991..
 BP0286
 BP0286.The geoid height was determined by GEOID03.
 BP0286
 BP0286.The dynamic height is computed by dividing the NAVD 88
 BP0286.geopotential number by the normal gravity value computed on the
 BP0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0286.degrees latitude (g = 980.6199 gals.).
 BP0286
 BP0286.The modeled gravity was interpolated from observed gravity values.
 BP0286
 BP0286;                    North         East    Units  Estimated Accuracy
 BP0286;SPC TXSC     - 4,270,680.      190,200.      MT  (+/- 180 meters Scaled)
 BP0286
 BP0286                          SUPERSEDED SURVEY CONTROL
 BP0286
 BP0286  NGVD 29 (??/??/92) 1231.602  (m)         4040.68   (f) ADJ UNCH    1 2
 BP0286
 BP0286.Superseded values are not recommended for survey control.
 BP0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0286.See file dsdata.txt to determine how the superseded data were derived.
 BP0286
 BP0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP677431(NAD 83)
 BP0286_MARKER: DB = BENCH MARK DISK
 BP0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0286_SP_SET: ABUTMENT
 BP0286_STAMPING: A 747 1943
 BP0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0286
 BP0286  HISTORY     - Date     Condition        Report By
 BP0286  HISTORY     - 1943     MONUMENTED       CGS
 BP0286  HISTORY     - 1957     GOOD             NGS
 BP0286  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0286
 BP0286                          STATION DESCRIPTION
 BP0286
 BP0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0286'0.65 MI W FROM MARATHON.
 BP0286'ABOUT 0.65 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0286'STATION AT MARATHON, IN THE TOP OF THE NORTHWEST CONCRETE ABUTMENT OF
 BP0286'BRIDGE NUMBER 576.65 OVER PENA COLORADO CREEK, 5 FEET NORTH OF THE
 BP0286'NORTH RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 BP0286
 BP0286                          STATION RECOVERY (1981)
 BP0286
 BP0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0286'THERE IS A STEEL WALKWAY ON TOP OF THE ABUTMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0183 ***********************************************************************
 BA0183  DESIGNATION -  A 748
 BA0183  PID         -  BA0183
 BA0183  STATE/COUNTY-  TX/BREWSTER
 BA0183  USGS QUAD   -  GRAPEVINE HILLS (1971)
 BA0183
 BA0183                         *CURRENT SURVEY CONTROL
 BA0183  ___________________________________________________________________
 BA0183* NAD 83(1986)-  29 25 19.     (N)    103 08 28.     (W)     SCALED    
 BA0183* NAVD 88     -       850.233  (meters)    2789.47   (feet)  ADJUSTED  
 BA0183  ___________________________________________________________________
 BA0183  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 BA0183  DYNAMIC HT  -         848.863 (meters)    2784.98  (feet)  COMP
 BA0183  MODELED GRAV-     979,004.4   (mgal)                       NAVD 88
 BA0183
 BA0183  VERT ORDER  -  FIRST     CLASS II
 BA0183
 BA0183.The horizontal coordinates were scaled from a topographic map and have
 BA0183.an estimated accuracy of +/- 6 seconds.
 BA0183
 BA0183.The orthometric height was determined by differential leveling
 BA0183.and adjusted by the National Geodetic Survey in June 1991..
 BA0183
 BA0183.The geoid height was determined by GEOID03.
 BA0183
 BA0183.The dynamic height is computed by dividing the NAVD 88
 BA0183.geopotential number by the normal gravity value computed on the
 BA0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0183.degrees latitude (g = 980.6199 gals.).
 BA0183
 BA0183.The modeled gravity was interpolated from observed gravity values.
 BA0183
 BA0183;                    North         East    Units  Estimated Accuracy
 BA0183;SPC TXSC     - 4,183,170.      198,280.      MT  (+/- 180 meters Scaled)
 BA0183
 BA0183                          SUPERSEDED SURVEY CONTROL
 BA0183
 BA0183  NGVD 29 (??/??/92)  849.861  (m)         2788.25   (f) ADJ UNCH    1 2
 BA0183
 BA0183.Superseded values are not recommended for survey control.
 BA0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0183.See file dsdata.txt to determine how the superseded data were derived.
 BA0183
 BA0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN803561(NAD 83)
 BA0183_MARKER: DB = BENCH MARK DISK
 BA0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0183_STAMPING: A 748 1943
 BA0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0183+STABILITY: SURFACE MOTION
 BA0183
 BA0183  HISTORY     - Date     Condition        Report By
 BA0183  HISTORY     - 1943     MONUMENTED       CGS
 BA0183  HISTORY     - 1967     GOOD             NGS
 BA0183  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0183
 BA0183                          STATION DESCRIPTION
 BA0183
 BA0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0183'8.7 MI NE FROM PARK HEADQUARTERS.
 BA0183'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0183'BUILDING, THENCE 8.2 MILES NORTHEAST ALONG U. S. HIGHWAY 385, 45 FEET
 BA0183'WEST OF THE CENTERLINE OF THE HIGHWAY, 0.2 MILES NORTH OF A BRIDGE
 BA0183'OVER TORNILLO CREEK, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BA0183'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BA0183'INCHES.
 BA0183
 BA0183                          STATION RECOVERY (2001)
 BA0183
 BA0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0183'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0245 ***********************************************************************
 BA0245  DESIGNATION -  A 749
 BA0245  PID         -  BA0245
 BA0245  STATE/COUNTY-  TX/PRESIDIO
 BA0245  USGS QUAD   -  SAUCEDA RANCH (1971)
 BA0245
 BA0245                         *CURRENT SURVEY CONTROL
 BA0245  ___________________________________________________________________
 BA0245* NAD 83(1986)-  29 28 26.     (N)    103 54 46.     (W)     SCALED    
 BA0245* NAVD 88     -      1305.918  (meters)    4284.50   (feet)  ADJUSTED  
 BA0245  ___________________________________________________________________
 BA0245  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BA0245  DYNAMIC HT  -        1303.711 (meters)    4277.26  (feet)  COMP
 BA0245  MODELED GRAV-     978,907.8   (mgal)                       NAVD 88
 BA0245
 BA0245  VERT ORDER  -  FIRST     CLASS II
 BA0245
 BA0245.The horizontal coordinates were scaled from a topographic map and have
 BA0245.an estimated accuracy of +/- 6 seconds.
 BA0245
 BA0245.The orthometric height was determined by differential leveling
 BA0245.and adjusted by the National Geodetic Survey in June 1991..
 BA0245
 BA0245.The geoid height was determined by GEOID03.
 BA0245
 BA0245.The dynamic height is computed by dividing the NAVD 88
 BA0245.geopotential number by the normal gravity value computed on the
 BA0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0245.degrees latitude (g = 980.6199 gals.).
 BA0245
 BA0245.The modeled gravity was interpolated from observed gravity values.
 BA0245
 BA0245;                    North         East    Units  Estimated Accuracy
 BA0245;SPC TXSC     - 4,191,820.      123,710.      MT  (+/- 180 meters Scaled)
 BA0245
 BA0245                          SUPERSEDED SURVEY CONTROL
 BA0245
 BA0245  NGVD 29 (??/??/92) 1305.550  (m)         4283.29   (f) ADJ UNCH    1 2
 BA0245
 BA0245.Superseded values are not recommended for survey control.
 BA0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0245.See file dsdata.txt to determine how the superseded data were derived.
 BA0245
 BA0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN054609(NAD 83)
 BA0245_MARKER: DB = BENCH MARK DISK
 BA0245_SETTING: 80 = SET IN A BOULDER
 BA0245_SP_SET: VOLCANIC BOULDER
 BA0245_STAMPING: A 749 1943
 BA0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0245+STABILITY: SURFACE MOTION
 BA0245
 BA0245  HISTORY     - Date     Condition        Report By
 BA0245  HISTORY     - 1943     MONUMENTED       CGS
 BA0245  HISTORY     - 1971     GOOD             USGS
 BA0245
 BA0245                          STATION DESCRIPTION
 BA0245
 BA0245'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BA0245'3.0 MI E FROM FOWLKES BROS RANCH.
 BA0245'ABOUT 3.0 MILES EAST ALONG A WINDING BLADED ROAD FROM THE BIG BEND
 BA0245'RANCH, IN THE TOP OF A VOLCANIC BOULDER PROJECTING 1 FOOT, ABOUT 500
 BA0245'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 25 FEET SOUTH OF THE
 BA0245'CENTERLINE OF AN ABANDONED ROAD, ABOUT 0.4 MILE SOUTHWEST OF A
 BA0245'10X10-FOOT STONE TANK, 148 FEET NORTH OF A GROUP OF VOLCANIC BOULDERS,
 BA0245'AND 6 FEET EAST OF A WHITE WOODEN WITNESS POST.  A DISK, STAMPED A 749
 BA0245'1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0401 ***********************************************************************
 CA0401  DESIGNATION -  A 75
 CA0401  PID         -  CA0401
 CA0401  STATE/COUNTY-  TX/BROWN
 CA0401  USGS QUAD   -  BROOKESMITH (1978)
 CA0401
 CA0401                         *CURRENT SURVEY CONTROL
 CA0401  ___________________________________________________________________
 CA0401* NAD 83(1986)-  31 36 17.     (N)    099 03 39.     (W)     SCALED    
 CA0401* NAVD 88     -       439.896  (meters)    1443.23   (feet)  POSTED    
 CA0401  ___________________________________________________________________
 CA0401  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CA0401  DYNAMIC HT  -         439.320 (meters)    1441.34  (feet)  COMP
 CA0401  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 CA0401
 CA0401  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CA0401
 CA0401.The horizontal coordinates were scaled from a topographic map and have
 CA0401.an estimated accuracy of +/- 6 seconds.
 CA0401
 CA0401.The orthometric height was determined by differential leveling
 CA0401.and adjusted by the National Geodetic Survey in 1992..
 CA0401.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CA0401.rate of 1.1 thru 2.0 mm/km.
 CA0401
 CA0401.The geoid height was determined by GEOID03.
 CA0401
 CA0401.The dynamic height is computed by dividing the NAVD 88
 CA0401.geopotential number by the normal gravity value computed on the
 CA0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0401.degrees latitude (g = 980.6199 gals.).
 CA0401
 CA0401.The modeled gravity was interpolated from observed gravity values.
 CA0401
 CA0401;                    North         East    Units  Estimated Accuracy
 CA0401;SPC TX C     - 3,215,540.      820,750.      MT  (+/- 180 meters Scaled)
 CA0401
 CA0401                          SUPERSEDED SURVEY CONTROL
 CA0401
 CA0401  NGVD 29 (??/??/92)  439.773  (m)         1442.82   (f) ADJ UNCH    1 2
 CA0401
 CA0401.Superseded values are not recommended for survey control.
 CA0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0401.See file dsdata.txt to determine how the superseded data were derived.
 CA0401
 CA0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV942966(NAD 83)
 CA0401_MARKER: DB = BENCH MARK DISK
 CA0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0401_STAMPING: 1442.822 A 75 1931
 CA0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0401+STABILITY: SURFACE MOTION
 CA0401
 CA0401  HISTORY     - Date     Condition        Report By
 CA0401  HISTORY     - 1931     MONUMENTED       CGS
 CA0401  HISTORY     - 1935     GOOD             NGS
 CA0401  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0401
 CA0401                          STATION DESCRIPTION
 CA0401
 CA0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0401'2.0 MI SW FROM DALZELL.
 CA0401'2.0 MILES SOUTHWEST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 CA0401'(NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 CA0401'DALZELL, BROWN COUNTY, 5-1/2 POLES SOUTH OF MILEPOST 885, 25 FEET EAST
 CA0401'OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 CA0401'STAMPED 1442.822 A 75 1931 AND SET IN THE TOP OF A CONCRETE POST.
 CA0401
 CA0401                          STATION RECOVERY (1935)
 CA0401
 CA0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0401'RECOVERED IN GOOD CONDITION.
 CA0401
 CA0401                          STATION RECOVERY (1982)
 CA0401
 CA0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0211 ***********************************************************************
 BA0211  DESIGNATION -  A 750
 BA0211  PID         -  BA0211
 BA0211  STATE/COUNTY-  TX/BREWSTER
 BA0211  USGS QUAD   -  AMARILLA MOUNTAIN (1971)
 BA0211
 BA0211                         *CURRENT SURVEY CONTROL
 BA0211  ___________________________________________________________________
 BA0211* NAD 83(1986)-  29 18 43.     (N)    103 44 16.     (W)     SCALED    
 BA0211* NAVD 88     -       868.605  (meters)    2849.75   (feet)  POSTED    
 BA0211  ___________________________________________________________________
 BA0211  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BA0211  DYNAMIC HT  -         867.190 (meters)    2845.11  (feet)  COMP
 BA0211  MODELED GRAV-     978,987.7   (mgal)                       NAVD 88
 BA0211
 BA0211  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BA0211
 BA0211.The horizontal coordinates were scaled from a topographic map and have
 BA0211.an estimated accuracy of +/- 6 seconds.
 BA0211
 BA0211.The orthometric height was determined by differential leveling
 BA0211.and adjusted by the National Geodetic Survey in 1992..
 BA0211.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BA0211.rate of 3.1 thru 4.0 mm/km.
 BA0211
 BA0211.The geoid height was determined by GEOID03.
 BA0211
 BA0211.The dynamic height is computed by dividing the NAVD 88
 BA0211.geopotential number by the normal gravity value computed on the
 BA0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0211.degrees latitude (g = 980.6199 gals.).
 BA0211
 BA0211.The modeled gravity was interpolated from observed gravity values.
 BA0211
 BA0211;                    North         East    Units  Estimated Accuracy
 BA0211;SPC TXSC     - 4,173,190.      139,940.      MT  (+/- 180 meters Scaled)
 BA0211
 BA0211                          SUPERSEDED SURVEY CONTROL
 BA0211
 BA0211  NGVD 29 (??/??/92)  868.206  (m)         2848.44   (f) ADJ UNCH    1 2
 BA0211
 BA0211.Superseded values are not recommended for survey control.
 BA0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0211.See file dsdata.txt to determine how the superseded data were derived.
 BA0211
 BA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN225432(NAD 83)
 BA0211_MARKER: DB = BENCH MARK DISK
 BA0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0211_STAMPING: A 750 1943
 BA0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0211+STABILITY: SURFACE MOTION
 BA0211
 BA0211  HISTORY     - Date     Condition        Report By
 BA0211  HISTORY     - 1943     MONUMENTED       CGS
 BA0211  HISTORY     - 1967     GOOD             NGS
 BA0211  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0211
 BA0211                          STATION DESCRIPTION
 BA0211
 BA0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0211'6.2 MI SE FROM FRESNO MINE OFFICE.
 BA0211'ABOUT 6.2 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE FRESNO
 BA0211'MINE OFFICE, 46 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, ON THE
 BA0211'OUTSIDE OF A CURVE, AT THE CREST OF A SMALL RISE, 2 FEET SOUTHEAST OF
 BA0211'A WHITE WOODEN WITNESS POST, ABOUT 1.0 MILES SOUTHWEST OF B. M. B 750,
 BA0211'3 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0211'PROJECTING 6 INCHES.
 BA0211
 BA0211                          STATION RECOVERY (2001)
 BA0211
 BA0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0211'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0029 ***********************************************************************
 AW0029  DESIGNATION -  A 752
 AW0029  PID         -  AW0029
 AW0029  STATE/COUNTY-  TX/BRAZORIA
 AW0029  USGS QUAD   -  DANBURY (1974)
 AW0029
 AW0029                         *CURRENT SURVEY CONTROL
 AW0029  ___________________________________________________________________
 AW0029* NAD 83(1986)-  29 12 45.     (N)    095 19 18.     (W)     SCALED    
 AW0029* NAVD 88     -         5.43   (+/-2cm)      17.8    (feet)  VERTCON   
 AW0029  ___________________________________________________________________
 AW0029  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW0029
 AW0029  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0029
 AW0029.The horizontal coordinates were scaled from a topographic map and have
 AW0029.an estimated accuracy of +/- 6 seconds.
 AW0029
 AW0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0029.The vertical order pertains to the NGVD 29 superseded value.
 AW0029
 AW0029.The geoid height was determined by GEOID03.
 AW0029
 AW0029;                    North         East    Units  Estimated Accuracy
 AW0029;SPC TXSC     - 4,158,470.      957,570.      MT  (+/- 180 meters Scaled)
 AW0029
 AW0029                          SUPERSEDED SURVEY CONTROL
 AW0029
 AW0029  NGVD 29 (??/??/92)    5.432  (m)           17.82   (f) ADJ UNCH    1 1
 AW0029
 AW0029.Superseded values are not recommended for survey control.
 AW0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0029.See file dsdata.txt to determine how the superseded data were derived.
 AW0029
 AW0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN743337(NAD 83)
 AW0029_MARKER: DB = BENCH MARK DISK
 AW0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0029_STAMPING: A 752 1942
 AW0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0029+STABILITY: SURFACE MOTION
 AW0029
 AW0029  HISTORY     - Date     Condition        Report By
 AW0029  HISTORY     - 1942     MONUMENTED       CGS
 AW0029  HISTORY     - 1973     GOOD             NGS
 AW0029  HISTORY     - 1978     GOOD             NGS
 AW0029  HISTORY     - 1987     GOOD             USPSQD
 AW0029  HISTORY     - 1987     GOOD             USPSQD
 AW0029  HISTORY     - 1990     GOOD             USPSQD
 AW0029  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0029
 AW0029                          STATION DESCRIPTION
 AW0029
 AW0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0029'2.05 MI SE FROM DANBURY.
 AW0029'0.3 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT DANBURY,
 AW0029'THENCE 0.15 MILE NORTHEAST ALONG FIRST STREET, THENCE 0.6 MILE
 AW0029'SOUTHEAST ALONG COUNTY ROAD 211, THENCE 1.0 MILE SOUTHEAST ALONG
 AW0029'COUNTY ROAD 208, AT THE EAST CORNER OF THE JUNCTION OF COUNTY ROAD
 AW0029'210, 41 FEET NORTHEST OF THE CENTER LINE OF COUNTY ROAD 208, 40 FEET
 AW0029'SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD 210, 77 FEET SOUTHWEST OF
 AW0029'THE WEST STEEL LEG OF A WIND MILL, 15 1/2 FEET SOUTHEAST OF JUNCTION
 AW0029'POWER POLE TT73, 14 FEET SOUTHEAST OF A FENCE CORNER POST, 0.6 FOOT
 AW0029'SOUTHWEST OF A FENCE, 1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1/2
 AW0029'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW0029'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW0029
 AW0029                          STATION RECOVERY (1978)
 AW0029
 AW0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0029'RECOVERED IN GOOD CONDITION.
 AW0029
 AW0029                          STATION RECOVERY (1987)
 AW0029
 AW0029'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW0029'RECOVERED IN GOOD CONDITION.
 AW0029
 AW0029                          STATION RECOVERY (1987)
 AW0029
 AW0029'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0029'RECOVERED IN GOOD CONDITION.
 AW0029
 AW0029                          STATION RECOVERY (1990)
 AW0029
 AW0029'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW0029'RECOVERED IN GOOD CONDITION.
 AW0029
 AW0029                          STATION RECOVERY (2004)
 AW0029
 AW0029'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0565 ***********************************************************************
 AW0565  DESIGNATION -  A 753
 AW0565  PID         -  AW0565
 AW0565  STATE/COUNTY-  TX/BRAZORIA
 AW0565  USGS QUAD   -  MUSTANG BAYOU (1974)
 AW0565
 AW0565                         *CURRENT SURVEY CONTROL
 AW0565  ___________________________________________________________________
 AW0565* NAD 83(1986)-  29 16 32.     (N)    095 07 59.     (W)     SCALED    
 AW0565* NAVD 88     -         3.27   (+/-2cm)      10.7    (feet)  VERTCON   
 AW0565  ___________________________________________________________________
 AW0565  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW0565
 AW0565  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0565
 AW0565.The horizontal coordinates were scaled from a topographic map and have
 AW0565.an estimated accuracy of +/- 6 seconds.
 AW0565
 AW0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0565.The vertical order pertains to the NGVD 29 superseded value.
 AW0565
 AW0565.The geoid height was determined by GEOID03.
 AW0565
 AW0565;                    North         East    Units  Estimated Accuracy
 AW0565;SPC TXSC     - 4,166,050.      975,670.      MT  (+/- 180 meters Scaled)
 AW0565
 AW0565                          SUPERSEDED SURVEY CONTROL
 AW0565
 AW0565  NGVD 29 (??/??/92)    3.262  (m)           10.70   (f) ADJ UNCH    1 2
 AW0565
 AW0565.Superseded values are not recommended for survey control.
 AW0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0565.See file dsdata.txt to determine how the superseded data were derived.
 AW0565
 AW0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN927404(NAD 83)
 AW0565_MARKER: DB = BENCH MARK DISK
 AW0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0565_STAMPING: A 753 1942
 AW0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0565+STABILITY: SURFACE MOTION
 AW0565
 AW0565  HISTORY     - Date     Condition        Report By
 AW0565  HISTORY     - 1942     MONUMENTED       CGS
 AW0565  HISTORY     - 1964     GOOD             NGS
 AW0565  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0565
 AW0565                          STATION DESCRIPTION
 AW0565
 AW0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0565'8.25 MI SW FROM ALTA LOMA.
 AW0565'6.55 MILES SOUTHWEST ALONG FARM ROAD 1561 FROM THE GULF, COLORADO, AND
 AW0565'SANTA FE RAILWAY STATION AT ALTA LOMA, THENCE 0.8 MILE SOUTH ALONG A
 AW0565'SHELL ROAD, THENCE 0.2 MILE SOUTHWEST ALONG A PRIVATE SHELL ROAD,
 AW0565'THENCE 0.7 MILE SOUTH ALONG A PRIVATE SHELL ROAD, ON PROPERTY WHICH
 AW0565'BELONGS TO THE HOUSTON DEVELOPMENT CORPORATION, 28 FEET EAST OF THE
 AW0565'CENTERLINE OF THE ROAD, 69 FEET NORTHEAST ACROSS THE ROAD FROM THE
 AW0565'SECOND POWER POLE SOUTH OF A HIGH PRESSURE PIPELINE AND A POWER POLE
 AW0565'WITH A TRANSFORMER 25 FEET NORTH OF A TELEPHONE POLE, ABOUT LEVEL WITH
 AW0565'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW0565'NOTE-- THIS MARK IS ABOUT 0.7 MILE SOUTH OF AN OLD ABANDONED BRIDGE
 AW0565'OVER HALLS BAYOU.
 AW0565
 AW0565                          STATION RECOVERY (1978)
 AW0565
 AW0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0565'NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0082 ***********************************************************************
 AM0082  DESIGNATION -  A 754
 AM0082  PID         -  AM0082
 AM0082  STATE/COUNTY-  TX/BRAZORIA
 AM0082  USGS QUAD   -  FREEPORT (1974)
 AM0082
 AM0082                         *CURRENT SURVEY CONTROL
 AM0082  ___________________________________________________________________
 AM0082* NAD 83(1986)-  28 55 58.     (N)    095 19 46.     (W)     SCALED    
 AM0082* NAVD 88     -         0.98   (+/-2cm)       3.2    (feet)  VERTCON   
 AM0082  ___________________________________________________________________
 AM0082  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AM0082
 AM0082  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0082
 AM0082.The horizontal coordinates were scaled from a topographic map and have
 AM0082.an estimated accuracy of +/- 6 seconds.
 AM0082
 AM0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0082.The vertical order pertains to the NGVD 29 superseded value.
 AM0082
 AM0082.The geoid height was determined by GEOID03.
 AM0082
 AM0082;                    North         East    Units  Estimated Accuracy
 AM0082;SPC TXSC     - 4,127,460.      957,790.      MT  (+/- 180 meters Scaled)
 AM0082
 AM0082                          SUPERSEDED SURVEY CONTROL
 AM0082
 AM0082  NGVD 29 (??/??/92)    1.006  (m)            3.30   (f) ADJ UNCH    1 2
 AM0082
 AM0082.Superseded values are not recommended for survey control.
 AM0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0082.See file dsdata.txt to determine how the superseded data were derived.
 AM0082
 AM0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN729027(NAD 83)
 AM0082_MARKER: DB = BENCH MARK DISK
 AM0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0082_STAMPING: A 754 1942
 AM0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0082+STABILITY: SURFACE MOTION
 AM0082
 AM0082  HISTORY     - Date     Condition        Report By
 AM0082  HISTORY     - 1942     MONUMENTED       CGS
 AM0082  HISTORY     - 1973     GOOD             NGS
 AM0082  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0082  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0082  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0082
 AM0082                          STATION DESCRIPTION
 AM0082
 AM0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0082'2.00 MI SE FROM FREEPORT.
 AM0082'0.05 MILE EAST ALONG EAST FOURTH STREET FROM THE POST OFFICE AT
 AM0082'FREEPORT, THENCE 0.7 MILE SOUTH ALONG FARM ROAD 1495, THENCE 1.25
 AM0082'MILES EAST ALONG COUNTY ROAD 240, 0.05 MILE SOUTHEAST OF THE EAST
 AM0082'CORNER OF A CYCLONE FENCE OF THE PHILLIPS PETROLEUM COMPANY TANK FARM,
 AM0082'80 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 150 FEET SOUTHEAST
 AM0082'OF THE EXTENDED CENTER LINE OF A ROAD NORTHWEST TO A SHIP LOADING
 AM0082'DOCK, 130 FEET SOUTHEAST OF BENCH MARK SSL 5 (C OF E), 165 FEET NORTH
 AM0082'OF A POWER POLE WITH TWO GUY WIRES, 128 FEET SOUTHEAST OF A POWER
 AM0082'POLE, 1.6 FEET NORTHWEST OF A METAL WITNESS POST, 1.0 FOOT SOUTHEAST
 AM0082'OF A WOODEN WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET
 AM0082'IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 AM0082
 AM0082                          STATION RECOVERY (1978)
 AM0082
 AM0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0082'NOT RECOVERED.
 AM0082
 AM0082                          STATION RECOVERY (1998)
 AM0082
 AM0082'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0082'MARK NOT FOUND.
 AM0082
 AM0082                          STATION RECOVERY (2004)
 AM0082
 AM0082'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1789 ***********************************************************************
 AW1789  DESIGNATION -  A 755
 AW1789  PID         -  AW1789
 AW1789  STATE/COUNTY-  TX/HARRIS
 AW1789  USGS QUAD   -  SATSUMA (1982)
 AW1789
 AW1789                         *CURRENT SURVEY CONTROL
 AW1789  ___________________________________________________________________
 AW1789* NAD 83(1986)-  29 54 52.     (N)    095 30 23.     (W)     SCALED    
 AW1789* NAVD 88     -        33.32   (+/-2cm)     109.3    (feet)  VERTCON   
 AW1789  ___________________________________________________________________
 AW1789  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW1789
 AW1789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1789
 AW1789.The horizontal coordinates were scaled from a topographic map and have
 AW1789.an estimated accuracy of +/- 6 seconds.
 AW1789
 AW1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1789.The vertical order pertains to the NGVD 29 superseded value.
 AW1789
 AW1789.The geoid height was determined by GEOID03.
 AW1789
 AW1789;                    North         East    Units  Estimated Accuracy
 AW1789;SPC TXSC     - 4,235,680.      937,300.      MT  (+/- 180 meters Scaled)
 AW1789
 AW1789                          SUPERSEDED SURVEY CONTROL
 AW1789
 AW1789  NGVD 29 (??/??/92)   33.318  (m)          109.31   (f) ADJ UNCH    2 0
 AW1789
 AW1789.Superseded values are not recommended for survey control.
 AW1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1789.See file dsdata.txt to determine how the superseded data were derived.
 AW1789
 AW1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP580119(NAD 83)
 AW1789_MARKER: DB = BENCH MARK DISK
 AW1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1789_STAMPING: A 755 1943
 AW1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1789+STABILITY: SURFACE MOTION
 AW1789
 AW1789  HISTORY     - Date     Condition        Report By
 AW1789  HISTORY     - 1943     MONUMENTED       CGS
 AW1789  HISTORY     - 1973     GOOD             NGS
 AW1789  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1789  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 AW1789  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW1789
 AW1789                          STATION DESCRIPTION
 AW1789
 AW1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1789'12.6 MI NW FROM HOUSTON.
 AW1789'ABOUT 2.65 MILES NORTH ALONG NORTH SHEPHERD DR. FROM THE CROSSING OF
 AW1789'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 9.95 MILES NORTHWEST ALONG
 AW1789'BURLINGTON-ROCK ISLAND RAILROAD, ABOUT 68 FEET SOUTH OF THE CENTER
 AW1789'LINE OF A DRAINAGE DITCH LEADING EAST, 45.8 FEET NORTHEAST OF THE
 AW1789'NORTHEAST RAIL OF THE MAIN TRACK, 26.2 FEET SOUTHEAST OF A FENCE
 AW1789'CORNER POST, 1.4 FEET SOUTHWEST OF A FENCE, 0.8 FOOT NORTHWEST OF A
 AW1789'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS, AND SET
 AW1789'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 AW1789
 AW1789                          STATION RECOVERY (1978)
 AW1789
 AW1789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1789'NOT RECOVERED.  NOTE=THERE IS NOW A DRAINAGE DITCH AT THIS LOCATION.
 AW1789
 AW1789                          STATION RECOVERY (1994)
 AW1789
 AW1789'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1789'MARK NOT FOUND.
 AW1789
 AW1789                          STATION RECOVERY (2004)
 AW1789
 AW1789'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0144 ***********************************************************************
 AM0144  DESIGNATION -  A 756
 AM0144  PID         -  AM0144
 AM0144  STATE/COUNTY-  TX/MATAGORDA
 AM0144  USGS QUAD   -  MATAGORDA (1972)
 AM0144
 AM0144                         *CURRENT SURVEY CONTROL
 AM0144  ___________________________________________________________________
 AM0144* NAD 83(1986)-  28 41 46.     (N)    095 57 32.     (W)     SCALED    
 AM0144* NAVD 88     -         2.21   (+/-2cm)       7.3    (feet)  VERTCON   
 AM0144  ___________________________________________________________________
 AM0144  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AM0144
 AM0144  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0144
 AM0144.The horizontal coordinates were scaled from a topographic map and have
 AM0144.an estimated accuracy of +/- 6 seconds.
 AM0144
 AM0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0144.The vertical order pertains to the NGVD 29 superseded value.
 AM0144
 AM0144.The geoid height was determined by GEOID03.
 AM0144
 AM0144;                    North         East    Units  Estimated Accuracy
 AM0144;SPC TXSC     - 4,099,480.      897,130.      MT  (+/- 180 meters Scaled)
 AM0144
 AM0144                          SUPERSEDED SURVEY CONTROL
 AM0144
 AM0144  NGVD 29 (??/??/92)    2.270  (m)            7.45   (f) ADJ UNCH    1 1
 AM0144
 AM0144.Superseded values are not recommended for survey control.
 AM0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0144.See file dsdata.txt to determine how the superseded data were derived.
 AM0144
 AM0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM108779(NAD 83)
 AM0144_MARKER: DB = BENCH MARK DISK
 AM0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0144_SP_SET: CULVERT
 AM0144_STAMPING: A 756 1943
 AM0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0144
 AM0144  HISTORY     - Date     Condition        Report By
 AM0144  HISTORY     - 1943     MONUMENTED       CGS
 AM0144  HISTORY     - 1951     GOOD             NGS
 AM0144  HISTORY     - 1978     GOOD             NGS
 AM0144  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AM0144
 AM0144                          STATION DESCRIPTION
 AM0144
 AM0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0144'0.5 MI NE FROM MATAGORDA.
 AM0144'0.2 MILE SOUTHEAST ALONG A SHELL STREET FROM THE GULF, COLORADO AND
 AM0144'SANTA FE RAILROAD STATION AT MATAGORDA, THENCE 0.3 MILE NORTHEAST
 AM0144'ALONG STATE HIGHWAY 60, AT A DOUBLE ARCH CONCRETE CULVERT, 15 FEET
 AM0144'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AM0144'CENTER OF THE SOUTHEAST HEADWALL OF THE CULVERT, 1.5 FEET ABOVE THE
 AM0144'LEVEL OF THE HIGHWAY.  NOTE-- THERE ARE NO LETTERS OR NUMBERS CAST IN
 AM0144'THIS DISK.
 AM0144
 AM0144                          STATION RECOVERY (1978)
 AM0144
 AM0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0144'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 60 FROM THE JUNCTION OF
 AM0144'MARKET STREET IN MATAGORDA, SET IN TOP OF THE CENTER OF THE SOUTHEAST
 AM0144'HEADWALL OF A 2 FT. BOX CULVERT, 15 FT. SOUTHEAST OF THE CENTER LINE
 AM0144'OF THE HIGHWAY, A MONEL DISK WITH NO LETTERS CAST IN THE DISK.
 AM0144
 AM0144                          STATION RECOVERY (2006)
 AM0144
 AM0144'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0144'NEW CONCRETE.  THE OLD CULVERT IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4363 ***********************************************************************
 AW4363  DESIGNATION -  A 757 RESET 1956
 AW4363  PID         -  AW4363
 AW4363  STATE/COUNTY-  TX/BRAZORIA
 AW4363  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4363
 AW4363                         *CURRENT SURVEY CONTROL
 AW4363  ___________________________________________________________________
 AW4363* NAD 83(1986)-  29 08 36.     (N)    095 33 15.     (W)     SCALED    
 AW4363* NAVD 88     -         7.15   (+/-2cm)      23.5    (feet)  VERTCON   
 AW4363  ___________________________________________________________________
 AW4363  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW4363
 AW4363  VERT ORDER  -  THIRD (See Below)
 AW4363
 AW4363.The horizontal coordinates were scaled from a topographic map and have
 AW4363.an estimated accuracy of +/- 6 seconds.
 AW4363
 AW4363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4363.The vertical order pertains to the NGVD 29 superseded value.
 AW4363
 AW4363.The geoid height was determined by GEOID03.
 AW4363
 AW4363;                    North         East    Units  Estimated Accuracy
 AW4363;SPC TXSC     - 4,150,120.      935,200.      MT  (+/- 180 meters Scaled)
 AW4363
 AW4363                          SUPERSEDED SURVEY CONTROL
 AW4363
 AW4363  NGVD 29 (01/29/03)    7.17   (m)           23.5    (f) RESET       3  
 AW4363
 AW4363.Superseded values are not recommended for survey control.
 AW4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4363.See file dsdata.txt to determine how the superseded data were derived.
 AW4363
 AW4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN515265(NAD 83)
 AW4363_MARKER: DB = BENCH MARK DISK
 AW4363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4363_STAMPING: A 757 RESET 1956
 AW4363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4363+STABILITY: SURFACE MOTION
 AW4363
 AW4363  HISTORY     - Date     Condition        Report By
 AW4363  HISTORY     - 1956     MONUMENTED       CGS
 AW4363
 AW4363                          STATION DESCRIPTION
 AW4363
 AW4363'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AW4363'3.6 MI NE FROM EAST COLUMBIA.
 AW4363'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4363'COLUMBIA, GO NORTHEAST ON HIGHWAY NO. 35, 3.6 MILES TO A CULVERT AND
 AW4363'THE SITE OF THE MARK ON THE RIGHT.  A STANDARD DISK STAMPED A 757
 AW4363'RESET 1956 SET IN A CONCRETE POST PROJECTING ABOUT 1 INCH, 1 FOOT
 AW4363'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 25 YARDS SOUTH OF THE CULVERT
 AW4363'AND OPPOSITE OR SOUTHEAST FROM A CORNER OF A RICE FIELD.  IT IS ABOUT
 AW4363'25 YARDS SOUTH OF A POWER POLE AND A POWER LINE LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4292 ***********************************************************************
 AW4292  DESIGNATION -  A 758
 AW4292  PID         -  AW4292
 AW4292  STATE/COUNTY-  TX/MATAGORDA
 AW4292  USGS QUAD   -  PLEDGER (1980)
 AW4292
 AW4292                         *CURRENT SURVEY CONTROL
 AW4292  ___________________________________________________________________
 AW4292* NAD 83(1986)-  29 09 20.     (N)    095 53 57.     (W)     SCALED    
 AW4292* NAVD 88     -        19.95   (+/-2cm)      65.5    (feet)  VERTCON   
 AW4292  ___________________________________________________________________
 AW4292  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW4292
 AW4292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4292
 AW4292.The horizontal coordinates were scaled from a topographic map and have
 AW4292.an estimated accuracy of +/- 6 seconds.
 AW4292
 AW4292.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4292.The vertical order pertains to the NGVD 29 superseded value.
 AW4292
 AW4292.The geoid height was determined by GEOID03.
 AW4292
 AW4292;                    North         East    Units  Estimated Accuracy
 AW4292;SPC TXSC     - 4,150,540.      901,610.      MT  (+/- 180 meters Scaled)
 AW4292
 AW4292                          SUPERSEDED SURVEY CONTROL
 AW4292
 AW4292  NGVD 29 (??/??/92)   19.968  (m)           65.51   (f) ADJ UNCH    2 0
 AW4292
 AW4292.Superseded values are not recommended for survey control.
 AW4292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4292.See file dsdata.txt to determine how the superseded data were derived.
 AW4292
 AW4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN179286(NAD 83)
 AW4292_MARKER: DB = BENCH MARK DISK
 AW4292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4292_STAMPING: A 758 1943
 AW4292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4292+STABILITY: SURFACE MOTION
 AW4292
 AW4292  HISTORY     - Date     Condition        Report By
 AW4292  HISTORY     - 1943     MONUMENTED       CGS
 AW4292  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW4292  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4292
 AW4292                          STATION DESCRIPTION
 AW4292
 AW4292'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4292'2.0 MI S FROM PLEDGER.
 AW4292'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED
 AW4292'SOUTHERLY 2.0 MILES ALONG CONCRETE HALF-SLAB ROAD TO PRIVATE DRIVEWAY
 AW4292'TO FARM HOUSE AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE
 AW4292'WEST OF A GROUP OF FARM BUILDINGS, ABOUT 0.1 MILE NORTH OF A CURVE IN
 AW4292'ROAD, 42.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AW4292'OF THE HALF-SLAB ROAD, 30.0 FEET SOUTHWEST OF A LARGE TREE, 15.0 FEET
 AW4292'NORTHWEST OF THE CENTERLINE OF THE PRIVATE DRIVE, 4.0 FEET NORTH OF A
 AW4292'LARGE CORNER FENCE POST, 3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER
 AW4292'POST AND AT THE SOUTHWEST CORNER OF A SMALL PASTURE. MONUMENT PROJECTS
 AW4292'ABOUT 0.5 FOOT, AND SET IN A CONCRETE POST.
 AW4292
 AW4292                          STATION RECOVERY (1999)
 AW4292
 AW4292'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4292'MARK NOT FOUND.
 AW4292
 AW4292                          STATION RECOVERY (2004)
 AW4292
 AW4292'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0529 ***********************************************************************
 CA0529  DESIGNATION -  A 76 RESET 1961
 CA0529  PID         -  CA0529
 CA0529  STATE/COUNTY-  TX/MCCULLOCH
 CA0529  USGS QUAD   -  WEST SWEDEN (1987)
 CA0529
 CA0529                         *CURRENT SURVEY CONTROL
 CA0529  ___________________________________________________________________
 CA0529* NAD 83(1986)-  31 09 09.     (N)    099 26 33.     (W)     SCALED    
 CA0529* NAVD 88     -       535.05   (+/-2cm)    1755.4    (feet)  VERTCON   
 CA0529  ___________________________________________________________________
 CA0529  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 CA0529
 CA0529  VERT ORDER  -  THIRD (See Below)
 CA0529
 CA0529.The horizontal coordinates were scaled from a topographic map and have
 CA0529.an estimated accuracy of +/- 6 seconds.
 CA0529
 CA0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0529.The vertical order pertains to the NGVD 29 superseded value.
 CA0529
 CA0529.The geoid height was determined by GEOID03.
 CA0529
 CA0529;                    North         East    Units  Estimated Accuracy
 CA0529;SPC TX C     - 3,165,050.      784,930.      MT  (+/- 180 meters Scaled)
 CA0529
 CA0529                          SUPERSEDED SURVEY CONTROL
 CA0529
 CA0529  NGVD 29 (01/29/03)  534.98   (m)         1755.2    (f) RESET       3  
 CA0529
 CA0529.Superseded values are not recommended for survey control.
 CA0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0529.See file dsdata.txt to determine how the superseded data were derived.
 CA0529
 CA0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV578465(NAD 83)
 CA0529_MARKER: DB = BENCH MARK DISK
 CA0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0529_SP_SET: BRIDGE
 CA0529_STAMPING: A 76 RESET 1961
 CA0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0529
 CA0529  HISTORY     - Date     Condition        Report By
 CA0529  HISTORY     - 1961     MONUMENTED       ATSFRR
 CA0529  HISTORY     - 1962     GOOD             ATSFRR
 CA0529
 CA0529                          STATION DESCRIPTION
 CA0529
 CA0529'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1962
 CA0529'5.7 MI W FROM BRADY.
 CA0529'5.7 MILES WEST ALONG GULF, COLORADO AND SANTA FE RAILWAY FROM BRADY, 6
 CA0529'POLES EAST OF MILE POST 73, AND SET IN THE NORTHEAST CORNER OF THE
 CA0529'NORTH CONCRETE HEADWALL OF BR. 72.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3289 ***********************************************************************
 AW3289  DESIGNATION -  A 760
 AW3289  PID         -  AW3289
 AW3289  STATE/COUNTY-  TX/HARRIS
 AW3289  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3289
 AW3289                         *CURRENT SURVEY CONTROL
 AW3289  ___________________________________________________________________
 AW3289* NAD 83(1986)-  29 47 01.     (N)    095 25 24.     (W)     SCALED    
 AW3289* NAVD 88     -        18.09   (+/-2cm)      59.4    (feet)  VERTCON   
 AW3289  ___________________________________________________________________
 AW3289  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3289
 AW3289  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3289
 AW3289.The horizontal coordinates were scaled from a topographic map and have
 AW3289.an estimated accuracy of +/- 6 seconds.
 AW3289
 AW3289.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3289.The vertical order pertains to the NGVD 29 superseded value.
 AW3289
 AW3289.The geoid height was determined by GEOID03.
 AW3289
 AW3289;                    North         East    Units  Estimated Accuracy
 AW3289;SPC TXSC     - 4,221,430.      945,760.      MT  (+/- 180 meters Scaled)
 AW3289
 AW3289                          SUPERSEDED SURVEY CONTROL
 AW3289
 AW3289  NGVD 29 (??/??/92)   18.081  (m)           59.32   (f) ADJ UNCH    1 2
 AW3289
 AW3289.Superseded values are not recommended for survey control.
 AW3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3289.See file dsdata.txt to determine how the superseded data were derived.
 AW3289
 AW3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN657972(NAD 83)
 AW3289_MARKER: DB = BENCH MARK DISK
 AW3289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3289_SP_SET: CONCRETE BASE
 AW3289_STAMPING: A 760 1942
 AW3289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3289
 AW3289  HISTORY     - Date     Condition        Report By
 AW3289  HISTORY     - 1942     MONUMENTED       CGS
 AW3289  HISTORY     - 1963     GOOD             NGS
 AW3289  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3289  HISTORY     - 19931023 MARK NOT FOUND   USPSQD
 AW3289
 AW3289                          STATION DESCRIPTION
 AW3289
 AW3289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3289'4.4 MI W FROM HOUSTON.
 AW3289'ABOUT 4.4 MILES WEST ALONG THE MISSOURI-KANSAS TEXAS RAILROAD FROM
 AW3289'SWITCH TOWER 108 AT HOUSTON, ABOUT 0.3 MILE WEST OF MILEPOST 1080, 6
 AW3289'1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, SET IN THE
 AW3289'NORTHWEST CORNER OF THE CONCRETE BASE OF AN ABANDONED SIGNAL TOWER, 3
 AW3289'FEET EAST OF A SIGN WHICH READS 15-15, ABOUT LEVEL WITH THE TRACK, AND
 AW3289'ABOUT 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 AW3289
 AW3289                          STATION RECOVERY (1973)
 AW3289
 AW3289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3289'MARK NOT FOUND.
 AW3289
 AW3289                          STATION RECOVERY (1993)
 AW3289
 AW3289'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0921 ***********************************************************************
 AJ0921  DESIGNATION -  A 763
 AJ0921  PID         -  AJ0921
 AJ0921  STATE/COUNTY-  TX/WEBB
 AJ0921  USGS QUAD   -  MIRANDO CITY (1980)
 AJ0921
 AJ0921                         *CURRENT SURVEY CONTROL
 AJ0921  ___________________________________________________________________
 AJ0921* NAD 83(1986)-  27 26 12.     (N)    099 05 43.     (W)     SCALED    
 AJ0921* NAVD 88     -       179.126  (meters)     587.68   (feet)  POSTED    
 AJ0921  ___________________________________________________________________
 AJ0921  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AJ0921  DYNAMIC HT  -         178.840 (meters)     586.74  (feet)  COMP
 AJ0921  MODELED GRAV-     979,049.8   (mgal)                       NAVD 88
 AJ0921
 AJ0921  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0921
 AJ0921.The horizontal coordinates were scaled from a topographic map and have
 AJ0921.an estimated accuracy of +/- 6 seconds.
 AJ0921
 AJ0921.The orthometric height was determined by differential leveling
 AJ0921.and adjusted by the National Geodetic Survey in 1992..
 AJ0921.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0921.rate of 1.1 thru 2.0 mm/km.
 AJ0921
 AJ0921.The geoid height was determined by GEOID03.
 AJ0921
 AJ0921.The dynamic height is computed by dividing the NAVD 88
 AJ0921.geopotential number by the normal gravity value computed on the
 AJ0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0921.degrees latitude (g = 980.6199 gals.).
 AJ0921
 AJ0921.The modeled gravity was interpolated from observed gravity values.
 AJ0921
 AJ0921;                    North         East    Units  Estimated Accuracy
 AJ0921;SPC TX S     - 5,196,240.      241,150.      MT  (+/- 180 meters Scaled)
 AJ0921
 AJ0921                          SUPERSEDED SURVEY CONTROL
 AJ0921
 AJ0921  NGVD 29 (??/??/92)  179.138  (m)          587.72   (f) ADJ UNCH    2 0
 AJ0921
 AJ0921.Superseded values are not recommended for survey control.
 AJ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0921.See file dsdata.txt to determine how the superseded data were derived.
 AJ0921
 AJ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR905348(NAD 83)
 AJ0921_MARKER: DB = BENCH MARK DISK
 AJ0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0921_STAMPING: A 763 1943
 AJ0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0921+STABILITY: SURFACE MOTION
 AJ0921
 AJ0921  HISTORY     - Date     Condition        Report By
 AJ0921  HISTORY     - 1943     MONUMENTED       CGS
 AJ0921
 AJ0921                          STATION DESCRIPTION
 AJ0921
 AJ0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0921'0.95 MI S FROM AGUILARES.
 AJ0921'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0921'AGUILARES-- PROCEED 0.95 MILE SOUTHERLY ALONG THE DIRT ROAD TO SITE OF
 AJ0921'BENCH MARK.  BENCH MARK IS 31.0 FEET EAST OF AND ABOUT 1.5 FEET ABOVE
 AJ0921'THE CENTERLINE OF ROAD, AND 22.0 FEET SOUTH OF THE CENTERLINE OF AN
 AJ0921'ABANDONED ROAD LEADING SOUTHEAST.  IT IS 1.0 FOOT WEST OF THE
 AJ0921'RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AJ0921'POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0945 ***********************************************************************
 AJ0945  DESIGNATION -  A 764
 AJ0945  PID         -  AJ0945
 AJ0945  STATE/COUNTY-  TX/ZAPATA
 AJ0945  USGS QUAD   -  CHARGOS CREEK (1980)
 AJ0945
 AJ0945                         *CURRENT SURVEY CONTROL
 AJ0945  ___________________________________________________________________
 AJ0945* NAD 83(1986)-  27 07 58.     (N)    099 03 41.     (W)     SCALED    
 AJ0945* NAVD 88     -       140.032  (meters)     459.42   (feet)  ADJUSTED  
 AJ0945  ___________________________________________________________________
 AJ0945  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AJ0945  DYNAMIC HT  -         139.805 (meters)     458.68  (feet)  COMP
 AJ0945  MODELED GRAV-     979,030.0   (mgal)                       NAVD 88
 AJ0945
 AJ0945  VERT ORDER  -  SECOND    CLASS 0
 AJ0945
 AJ0945.The horizontal coordinates were scaled from a topographic map and have
 AJ0945.an estimated accuracy of +/- 6 seconds.
 AJ0945
 AJ0945.The orthometric height was determined by differential leveling
 AJ0945.and adjusted by the National Geodetic Survey in June 1991..
 AJ0945
 AJ0945.The geoid height was determined by GEOID03.
 AJ0945
 AJ0945.The dynamic height is computed by dividing the NAVD 88
 AJ0945.geopotential number by the normal gravity value computed on the
 AJ0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0945.degrees latitude (g = 980.6199 gals.).
 AJ0945
 AJ0945.The modeled gravity was interpolated from observed gravity values.
 AJ0945
 AJ0945;                    North         East    Units  Estimated Accuracy
 AJ0945;SPC TX S     - 5,162,560.      244,350.      MT  (+/- 180 meters Scaled)
 AJ0945
 AJ0945                          SUPERSEDED SURVEY CONTROL
 AJ0945
 AJ0945  NGVD 29 (??/??/92)  140.066  (m)          459.53   (f) ADJ UNCH    2 0
 AJ0945
 AJ0945.Superseded values are not recommended for survey control.
 AJ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0945.See file dsdata.txt to determine how the superseded data were derived.
 AJ0945
 AJ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR939011(NAD 83)
 AJ0945_MARKER: DB = BENCH MARK DISK
 AJ0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0945_STAMPING: A 764 1943
 AJ0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0945+STABILITY: SURFACE MOTION
 AJ0945
 AJ0945  HISTORY     - Date     Condition        Report By
 AJ0945  HISTORY     - 1943     MONUMENTED       CGS
 AJ0945  HISTORY     - 1975     GOOD             USGS
 AJ0945
 AJ0945                          STATION DESCRIPTION
 AJ0945
 AJ0945'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0945'24.6 MI S FROM AGUILARES.
 AJ0945'IN ZAPATA COUNTY, 24.6 MILES SOUTH ALONG A DIRT ROAD FROM THE CROSSING
 AJ0945'OF THE TEXAS MEXICAN RAILWAY AT AGUILARES, WEBB COUNTY, 0.4 MILE SOUTH
 AJ0945'OF A CATTLE GUARD AND A CURVE, AT THE NORTH EDGE OF A POND (HIGH
 AJ0945'WATER), 65 FEET EAST OF THE CENTERLINE OF THE ROAD ON TOP OF DAM. A
 AJ0945'STANDARD DISK, STAMPED A 764 1943 AND SET IN THE TOP OF A CONCRETE
 AJ0945'POST WHICH PROJECTS 2.5 FEET ABOVE THE GROUND.  NOTE-- (BUT IS NOT
 AJ0945'WOBBLY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0965 ***********************************************************************
 AJ0965  DESIGNATION -  A 765
 AJ0965  PID         -  AJ0965
 AJ0965  STATE/COUNTY-  TX/ZAPATA
 AJ0965  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0965
 AJ0965                         *CURRENT SURVEY CONTROL
 AJ0965  ___________________________________________________________________
 AJ0965* NAD 83(1986)-  27 15 42.     (N)    099 23 19.     (W)     SCALED    
 AJ0965* NAVD 88     -       120.240  (meters)     394.49   (feet)  ADJUSTED  
 AJ0965  ___________________________________________________________________
 AJ0965  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AJ0965  DYNAMIC HT  -         120.048 (meters)     393.86  (feet)  COMP
 AJ0965  MODELED GRAV-     979,045.9   (mgal)                       NAVD 88
 AJ0965
 AJ0965  VERT ORDER  -  SECOND    CLASS 0
 AJ0965
 AJ0965.The horizontal coordinates were scaled from a topographic map and have
 AJ0965.an estimated accuracy of +/- 6 seconds.
 AJ0965
 AJ0965.The orthometric height was determined by differential leveling
 AJ0965.and adjusted by the National Geodetic Survey in June 1991..
 AJ0965
 AJ0965.The geoid height was determined by GEOID03.
 AJ0965
 AJ0965.The dynamic height is computed by dividing the NAVD 88
 AJ0965.geopotential number by the normal gravity value computed on the
 AJ0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0965.degrees latitude (g = 980.6199 gals.).
 AJ0965
 AJ0965.The modeled gravity was interpolated from observed gravity values.
 AJ0965
 AJ0965;                    North         East    Units  Estimated Accuracy
 AJ0965;SPC TX S     - 5,177,020.      212,020.      MT  (+/- 180 meters Scaled)
 AJ0965
 AJ0965                          SUPERSEDED SURVEY CONTROL
 AJ0965
 AJ0965  NGVD 29 (??/??/92)  120.323  (m)          394.76   (f) ADJ UNCH    2 0
 AJ0965
 AJ0965.Superseded values are not recommended for survey control.
 AJ0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0965.See file dsdata.txt to determine how the superseded data were derived.
 AJ0965
 AJ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR615154(NAD 83)
 AJ0965_MARKER: DB = BENCH MARK DISK
 AJ0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0965_STAMPING: A 765 1943
 AJ0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0965+STABILITY: SURFACE MOTION
 AJ0965
 AJ0965  HISTORY     - Date     Condition        Report By
 AJ0965  HISTORY     - 1943     MONUMENTED       CGS
 AJ0965
 AJ0965                          STATION DESCRIPTION
 AJ0965
 AJ0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0965'17.45 MI N FROM SAN YGNACIO.
 AJ0965'TO REACH FROM THE CATHOLIC CHURCH AT SAN YGNACIO-- PROCEED 15.4 MILES
 AJ0965'NORTHERLY ALONG U.S. HIGHWAY NO. 83 TO A DIRT SIDE ROAD INTERSECTION
 AJ0965'LEADING EAST, THENCE 1.25 MILES EASTERLY TO A Y ROAD INTERSECTION,
 AJ0965'THENCE CONTINUE 0.7 MILE EASTERLY TO SITE OF BENCH MARK.  BENCH MARK
 AJ0965'IS ABOUT 0.75 MILE WEST OF THE RATONEZ RANCH HOUSES AND 12.0 FEET
 AJ0965'SOUTH OF AND ABOUT 1.0 FOOT SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AJ0965'CENTERLINE OF ROAD AND A WIRE GATE.  IT IS 1.0 FOOT EAST OF A FENCE,
 AJ0965'AND 3.0 FOOT SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AJ0965'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1006 ***********************************************************************
 AX1006  DESIGNATION -  A 766
 AX1006  PID         -  AX1006
 AX1006  STATE/COUNTY-  TX/FAYETTE
 AX1006  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1006
 AX1006                         *CURRENT SURVEY CONTROL
 AX1006  ___________________________________________________________________
 AX1006* NAD 83(1986)-  29 54 30.     (N)    096 51 10.     (W)     SCALED    
 AX1006* NAVD 88     -        82.785  (meters)     271.60   (feet)  ADJUSTED  
 AX1006  ___________________________________________________________________
 AX1006  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AX1006  DYNAMIC HT  -          82.671 (meters)     271.23  (feet)  COMP
 AX1006  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 AX1006
 AX1006  VERT ORDER  -  FIRST     CLASS I
 AX1006
 AX1006.The horizontal coordinates were scaled from a topographic map and have
 AX1006.an estimated accuracy of +/- 6 seconds.
 AX1006
 AX1006.The orthometric height was determined by differential leveling
 AX1006.and adjusted by the National Geodetic Survey in June 1991..
 AX1006
 AX1006.The geoid height was determined by GEOID03.
 AX1006
 AX1006.The dynamic height is computed by dividing the NAVD 88
 AX1006.geopotential number by the normal gravity value computed on the
 AX1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1006.degrees latitude (g = 980.6199 gals.).
 AX1006
 AX1006.The modeled gravity was interpolated from observed gravity values.
 AX1006
 AX1006;                    North         East    Units  Estimated Accuracy
 AX1006;SPC TXSC     - 4,231,870.      807,340.      MT  (+/- 180 meters Scaled)
 AX1006
 AX1006                          SUPERSEDED SURVEY CONTROL
 AX1006
 AX1006  NGVD 29 (12/23/87)   82.739  (m)          271.45   (f) ADJUSTED    1 1
 AX1006
 AX1006.Superseded values are not recommended for survey control.
 AX1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1006.See file dsdata.txt to determine how the superseded data were derived.
 AX1006
 AX1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU073105(NAD 83)
 AX1006_MARKER: DB = BENCH MARK DISK
 AX1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1006_SP_SET: CONCRETE POST
 AX1006_STAMPING: A 766 1943
 AX1006_MARK LOGO: CGS   
 AX1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1006+STABILITY: SURFACE MOTION
 AX1006
 AX1006  HISTORY     - Date     Condition        Report By
 AX1006  HISTORY     - 1943     MONUMENTED       CGS
 AX1006  HISTORY     - 1972     GOOD             NGS
 AX1006  HISTORY     - 1978     GOOD             NGS
 AX1006  HISTORY     - 1987     GOOD             USPSQD
 AX1006  HISTORY     - 1987     GOOD             NGS
 AX1006  HISTORY     - 19970607 GOOD             USPSQD
 AX1006
 AX1006                          STATION DESCRIPTION
 AX1006
 AX1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1006'1.6 MI E FROM LA GRANGE.
 AX1006'ABOUT 1.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1006'STATION AT LA GRANGE, ABOUT 0.8 MILE EAST OF THE CROSSING OF STATE
 AX1006'HIGHWAY 71, 216 FEET EAST OF THE EAST END OF RAILROAD TRESTLE NUMBER
 AX1006'989.9, 44 1/2 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 9 FEET NORTH
 AX1006'OF THE FIRST TELEPHONE POLE EAST OF MILEPOST 990, 1 FOOT SOUTH OF A
 AX1006'FENCE, 3.0 FEET EAST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 AX1006'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 AX1006
 AX1006                          STATION RECOVERY (1978)
 AX1006
 AX1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1006'RECOVERED IN GOOD CONDITION.
 AX1006
 AX1006                          STATION RECOVERY (1987)
 AX1006
 AX1006'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX1006'RECOVERED IN GOOD CONDITION.
 AX1006
 AX1006                          STATION RECOVERY (1987)
 AX1006
 AX1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX1006'RECOVERED IN GOOD CONDITION.
 AX1006
 AX1006                          STATION RECOVERY (1997)
 AX1006
 AX1006'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0049 ***********************************************************************
 AX0049  DESIGNATION -  A 767
 AX0049  PID         -  AX0049
 AX0049  STATE/COUNTY-  TX/AUSTIN
 AX0049  USGS QUAD   -  NEW ULM (1981)
 AX0049
 AX0049                         *CURRENT SURVEY CONTROL
 AX0049  ___________________________________________________________________
 AX0049* NAD 83(1986)-  29 52 49.     (N)    096 27 07.     (W)     SCALED    
 AX0049* NAVD 88     -       101.98   (+/-2cm)     334.6    (feet)  VERTCON   
 AX0049  ___________________________________________________________________
 AX0049  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX0049
 AX0049  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX0049
 AX0049.The horizontal coordinates were scaled from a topographic map and have
 AX0049.an estimated accuracy of +/- 6 seconds.
 AX0049
 AX0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0049.The vertical order pertains to the NGVD 29 superseded value.
 AX0049
 AX0049.The geoid height was determined by GEOID03.
 AX0049
 AX0049;                    North         East    Units  Estimated Accuracy
 AX0049;SPC TXSC     - 4,229,540.      846,110.      MT  (+/- 180 meters Scaled)
 AX0049
 AX0049                          SUPERSEDED SURVEY CONTROL
 AX0049
 AX0049  NGVD 29 (??/??/92)  101.953  (m)          334.49   (f) ADJ UNCH    1 1
 AX0049
 AX0049.Superseded values are not recommended for survey control.
 AX0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0049.See file dsdata.txt to determine how the superseded data were derived.
 AX0049
 AX0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU460082(NAD 83)
 AX0049_MARKER: DB = BENCH MARK DISK
 AX0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0049_SP_SET: CONCRETE POST
 AX0049_STAMPING: A 767 1943
 AX0049_MARK LOGO: CGS   
 AX0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0049+STABILITY: SURFACE MOTION
 AX0049
 AX0049  HISTORY     - Date     Condition        Report By
 AX0049  HISTORY     - 1943     MONUMENTED       CGS
 AX0049  HISTORY     - 1973     GOOD             NGS
 AX0049  HISTORY     - 1976     GOOD             NGS
 AX0049  HISTORY     - 1976     GOOD             NGS
 AX0049  HISTORY     - 1978     GOOD             NGS
 AX0049  HISTORY     - 1987     POOR             NGS
 AX0049
 AX0049                          STATION DESCRIPTION
 AX0049
 AX0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0049'2.5 MI E FROM NEW ULM.
 AX0049'2.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0049'CROSSING OF FARM ROAD 109 AT NEW ULM, 0.2 MILE EAST OF THE CROSSING OF
 AX0049'A PRIVATE ROAD, 1 1/4 POLES EAST OF A POWER LINE POLE CROSSING, 7 1/2
 AX0049'FEET NORTH OF MILE POLE 1016, 46.9 FEET NORTH OF THE NORTH RAIL, 1.8
 AX0049'FEET NORTH OF A FENCE LINE, 1.1 FEET EAST OF WITNESS POST, ABOUT 4
 AX0049'FEET LOWER THAN THE TRACK, SET IN THE TOP OF A CONCRETE POST
 AX0049'PROJECTING 0.9 FOOT ABOVE THE GROUND.  NOTE-- THE POST IS LEANING
 AX0049'SLIGHTLY TO THE SOUTH BUT IS STILL SOLID.  THE ROD WAS HELD OVER THE
 AX0049'LETTER T IN COAST.
 AX0049
 AX0049                          STATION RECOVERY (1976)
 AX0049
 AX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0049'RECOVERED IN GOOD CONDITION.
 AX0049
 AX0049                          STATION RECOVERY (1976)
 AX0049
 AX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0049'RECOVERED IN GOOD CONDITION.
 AX0049
 AX0049                          STATION RECOVERY (1978)
 AX0049
 AX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0049'RECOVERED IN GOOD CONDITION.
 AX0049
 AX0049                          STATION RECOVERY (1987)
 AX0049
 AX0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0049'RECOVERED IN POOR CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0049'THAT THE MARK IS LOOSE AND LEANING.  NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0011 ***********************************************************************
 AX0011  DESIGNATION -  A 768
 AX0011  PID         -  AX0011
 AX0011  STATE/COUNTY-  TX/HARRIS
 AX0011  USGS QUAD   -  SAN FELIPE (1980)
 AX0011
 AX0011                         *CURRENT SURVEY CONTROL
 AX0011  ___________________________________________________________________
 AX0011* NAD 83(1986)-  29 46 37.     (N)    096 05 51.     (W)     SCALED    
 AX0011* NAVD 88     -        47.278  (meters)     155.11   (feet)  ADJUSTED  
 AX0011  ___________________________________________________________________
 AX0011  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0011  DYNAMIC HT  -          47.213 (meters)     154.90  (feet)  COMP
 AX0011  MODELED GRAV-     979,272.8   (mgal)                       NAVD 88
 AX0011  OBS GRAVITY -     979,271.2   (mgal)                       GRAV_OBS
 AX0011
 AX0011  VERT ORDER  -  FIRST     CLASS I
 AX0011
 AX0011.The horizontal coordinates were scaled from a topographic map and have
 AX0011.an estimated accuracy of +/- 6 seconds.
 AX0011
 AX0011.The orthometric height was determined by differential leveling
 AX0011.and adjusted by the National Geodetic Survey in June 1991..
 AX0011
 AX0011.The geoid height was determined by GEOID03.
 AX0011
 AX0011.The dynamic height is computed by dividing the NAVD 88
 AX0011.geopotential number by the normal gravity value computed on the
 AX0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0011.degrees latitude (g = 980.6199 gals.).
 AX0011
 AX0011.The modeled gravity was interpolated from observed gravity values.
 AX0011.The observed gravity was obtained from relative gravimeter ties
 AX0011.to the IGSN71 gravity network.
 AX0011
 AX0011;                    North         East    Units  Estimated Accuracy
 AX0011;SPC TXSC     - 4,218,890.      880,620.      MT  (+/- 180 meters Scaled)
 AX0011
 AX0011                          SUPERSEDED SURVEY CONTROL
 AX0011
 AX0011  NGVD 29 (12/23/87)   47.257  (m)          155.04   (f) ADJUSTED    1 1
 AX0011
 AX0011.Superseded values are not recommended for survey control.
 AX0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0011.See file dsdata.txt to determine how the superseded data were derived.
 AX0011
 AX0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT806976(NAD 83)
 AX0011_MARKER: DB = BENCH MARK DISK
 AX0011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0011_SP_SET: CULVERT HEADWALL
 AX0011_STAMPING: A 768 1943
 AX0011_MARK LOGO: CGS   
 AX0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0011+STABILITY: SURFACE MOTION
 AX0011
 AX0011  HISTORY     - Date     Condition        Report By
 AX0011  HISTORY     - 1943     MONUMENTED       CGS
 AX0011  HISTORY     - 1973     GOOD             NGS
 AX0011  HISTORY     - 1976     GOOD             NGS
 AX0011  HISTORY     - 1976     GOOD             NGS
 AX0011  HISTORY     - 1978     GOOD             NGS
 AX0011  HISTORY     - 1986     GOOD             NGS
 AX0011
 AX0011                          STATION DESCRIPTION
 AX0011
 AX0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0011'3.7 MI E FROM SEALY.
 AX0011'ABOUT 3.7 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0011'CROSSING OF STATE HWY. 36 AT SEALY, ABOUT 180 FEET SOUTHWEST OF MILE
 AX0011'POST 1039, 90.4 FEET SOUTH OF THE SOUTH RAIL, 18 FEET NORTH OF THE
 AX0011'CENTER LINE OF THE ACCESS ROAD OF OLD HWY. 90, SET IN THE TOP OF THE
 AX0011'WEST END OF THE NORTH HEADWALL OF A 2 CHANNEL CONCRETE BOX CULVERT,
 AX0011'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AX0011
 AX0011                          STATION RECOVERY (1976)
 AX0011
 AX0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0011'RECOVERED IN GOOD CONDITION.
 AX0011
 AX0011                          STATION RECOVERY (1976)
 AX0011
 AX0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0011'RECOVERED IN GOOD CONDITION.
 AX0011
 AX0011                          STATION RECOVERY (1978)
 AX0011
 AX0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0011'RECOVERED IN GOOD CONDITION.
 AX0011
 AX0011                          STATION RECOVERY (1986)
 AX0011
 AX0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0056 ***********************************************************************
 AX0056  DESIGNATION -  A 769
 AX0056  PID         -  AX0056
 AX0056  STATE/COUNTY-  TX/AUSTIN
 AX0056  USGS QUAD   -  REXVILLE (1981)
 AX0056
 AX0056                         *CURRENT SURVEY CONTROL
 AX0056  ___________________________________________________________________
 AX0056* NAD 83(1986)-  29 44 57.     (N)    096 08 49.     (W)     SCALED    
 AX0056* NAVD 88     -        48.15   (+/-2cm)     158.0    (feet)  VERTCON   
 AX0056  ___________________________________________________________________
 AX0056  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0056
 AX0056  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX0056
 AX0056.The horizontal coordinates were scaled from a topographic map and have
 AX0056.an estimated accuracy of +/- 6 seconds.
 AX0056
 AX0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0056.The vertical order pertains to the NGVD 29 superseded value.
 AX0056
 AX0056.The geoid height was determined by GEOID03.
 AX0056
 AX0056;                    North         East    Units  Estimated Accuracy
 AX0056;SPC TXSC     - 4,215,690.      875,910.      MT  (+/- 180 meters Scaled)
 AX0056
 AX0056                          SUPERSEDED SURVEY CONTROL
 AX0056
 AX0056  NGVD 29 (??/??/92)   48.124  (m)          157.89   (f) ADJ UNCH    1 2
 AX0056
 AX0056.Superseded values are not recommended for survey control.
 AX0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0056.See file dsdata.txt to determine how the superseded data were derived.
 AX0056
 AX0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT759944(NAD 83)
 AX0056_MARKER: DB = BENCH MARK DISK
 AX0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0056_SP_SET: CULVERT
 AX0056_STAMPING: A 769 1943
 AX0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0056
 AX0056  HISTORY     - Date     Condition        Report By
 AX0056  HISTORY     - 1943     MONUMENTED       CGS
 AX0056  HISTORY     - 19910607 GOOD             USPSQD
 AX0056  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0056  HISTORY     - 20020525 MARK NOT FOUND   USPSQD
 AX0056  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 AX0056
 AX0056                          STATION DESCRIPTION
 AX0056
 AX0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0056'2.4 MI S FROM SEALY.
 AX0056'ABOUT 2.4 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 AX0056'FROM THE STATION AT SEALY, AUSTIN COUNTY, ABOUT 0.15 MILE NORTH OF
 AX0056'MILE POLE 92, NEAR RAILROAD TRESTLE 92 A, AT A LARGE CONCRETE CULVERT
 AX0056'UNDER STATE HIGHWAY 36, IN THE TOP OF THE NORTH END OF THE EAST HEAD
 AX0056'WALL, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 AX0056'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 769 1943.
 AX0056
 AX0056                          STATION RECOVERY (1991)
 AX0056
 AX0056'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0056'RECOVERED IN GOOD CONDITION.
 AX0056
 AX0056                          STATION RECOVERY (1999)
 AX0056
 AX0056'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0056'MARK NOT FOUND.
 AX0056
 AX0056                          STATION RECOVERY (2002)
 AX0056
 AX0056'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX0056'HIGHWAY HAS BEEN WIDENED AND HEADWALL NO LONGER EXISTS.
 AX0056
 AX0056                          STATION RECOVERY (2004)
 AX0056
 AX0056'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0367 ***********************************************************************
 BN0367  DESIGNATION -  A 77
 BN0367  PID         -  BN0367
 BN0367  STATE/COUNTY-  TX/MENARD
 BN0367  USGS QUAD   -  MENARD (1987)
 BN0367
 BN0367                         *CURRENT SURVEY CONTROL
 BN0367  ___________________________________________________________________
 BN0367* NAD 83(1986)-  30 55 02.     (N)    099 47 09.     (W)     SCALED    
 BN0367* NAVD 88     -       573.746  (meters)    1882.37   (feet)  POSTED    
 BN0367  ___________________________________________________________________
 BN0367  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 BN0367  DYNAMIC HT  -         572.940 (meters)    1879.72  (feet)  COMP
 BN0367  MODELED GRAV-     979,223.2   (mgal)                       NAVD 88
 BN0367
 BN0367  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0367
 BN0367.The horizontal coordinates were scaled from a topographic map and have
 BN0367.an estimated accuracy of +/- 6 seconds.
 BN0367
 BN0367.The orthometric height was determined by differential leveling
 BN0367.and adjusted by the National Geodetic Survey in 1992..
 BN0367.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0367.rate of 0.0 thru 1.0 mm/km.
 BN0367
 BN0367.The geoid height was determined by GEOID03.
 BN0367
 BN0367.The dynamic height is computed by dividing the NAVD 88
 BN0367.geopotential number by the normal gravity value computed on the
 BN0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0367.degrees latitude (g = 980.6199 gals.).
 BN0367
 BN0367.The modeled gravity was interpolated from observed gravity values.
 BN0367
 BN0367;                    North         East    Units  Estimated Accuracy
 BN0367;SPC TX C     - 3,138,760.      752,330.      MT  (+/- 180 meters Scaled)
 BN0367
 BN0367                          SUPERSEDED SURVEY CONTROL
 BN0367
 BN0367  NGVD 29 (??/??/92)  573.672  (m)         1882.12   (f) ADJ UNCH    1 2
 BN0367
 BN0367.Superseded values are not recommended for survey control.
 BN0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0367.See file dsdata.txt to determine how the superseded data were derived.
 BN0367
 BN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV249206(NAD 83)
 BN0367_MARKER: DB = BENCH MARK DISK
 BN0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0367_STAMPING: 1882.122 A 77 1931
 BN0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0367+STABILITY: SURFACE MOTION
 BN0367
 BN0367  HISTORY     - Date     Condition        Report By
 BN0367  HISTORY     - 1931     MONUMENTED       CGS
 BN0367  HISTORY     - 1961     GOOD             NGS
 BN0367  HISTORY     - 1981     MARK NOT FOUND   NGS
 BN0367  HISTORY     - 19951104 MARK NOT FOUND   USPSQD
 BN0367  HISTORY     - 19991106 MARK NOT FOUND   USPSQD
 BN0367
 BN0367                          STATION DESCRIPTION
 BN0367
 BN0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BN0367'IN MENARD.
 BN0367'AT MENARD, MENARD COUNTY, 75 FEET NORTHWEST OF THE NEW COURTHOUSE, 50
 BN0367'FEET WEST OF THE OLD COURTHOUSE, NEAR THE SIDEWALK, AND ONE-HALF INCH
 BN0367'UNDER GROUND.  A STANDARD DISK, STAMPED 1882.122 A 77 1931 AND SET IN
 BN0367'THE TOP OF A CONCRETE POST.
 BN0367
 BN0367                          STATION RECOVERY (1981)
 BN0367
 BN0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0367'THE OLD COURTHOUSE HAS BEEN TORN DOWN AND THE MARK SHOULD BE
 BN0367'CONSIDERED DESTROYED.
 BN0367
 BN0367                          STATION RECOVERY (1995)
 BN0367
 BN0367'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0367'MARK NOT FOUND.
 BN0367
 BN0367                          STATION RECOVERY (1999)
 BN0367
 BN0367'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0633 ***********************************************************************
 AE0633  DESIGNATION -  A 770
 AE0633  PID         -  AE0633
 AE0633  STATE/COUNTY-  TX/STARR
 AE0633  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0633
 AE0633                         *CURRENT SURVEY CONTROL
 AE0633  ___________________________________________________________________
 AE0633* NAD 83(1986)-  26 25 04.     (N)    098 56 01.     (W)     SCALED    
 AE0633* NAVD 88     -        74.675  (meters)     245.00   (feet)  ADJUSTED  
 AE0633  ___________________________________________________________________
 AE0633  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AE0633  DYNAMIC HT  -          74.552 (meters)     244.59  (feet)  COMP
 AE0633  MODELED GRAV-     979,006.9   (mgal)                       NAVD 88
 AE0633
 AE0633  VERT ORDER  -  FIRST     CLASS II
 AE0633
 AE0633.The horizontal coordinates were scaled from a topographic map and have
 AE0633.an estimated accuracy of +/- 6 seconds.
 AE0633
 AE0633.The orthometric height was determined by differential leveling
 AE0633.and adjusted by the National Geodetic Survey in June 1991..
 AE0633.WARNING-Repeat measurements at this control monument indicate possible
 AE0633.vertical movement.
 AE0633
 AE0633.The geoid height was determined by GEOID03.
 AE0633
 AE0633.The dynamic height is computed by dividing the NAVD 88
 AE0633.geopotential number by the normal gravity value computed on the
 AE0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0633.degrees latitude (g = 980.6199 gals.).
 AE0633
 AE0633.The modeled gravity was interpolated from observed gravity values.
 AE0633
 AE0633;                    North         East    Units  Estimated Accuracy
 AE0633;SPC TX S     - 5,083,290.      256,750.      MT  (+/- 180 meters Scaled)
 AE0633
 AE0633                          SUPERSEDED SURVEY CONTROL
 AE0633
 AE0633  NGVD 29 (??/??/92)   74.724  (m)          245.16   (f) ADJ UNCH    1 2
 AE0633
 AE0633.Superseded values are not recommended for survey control.
 AE0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0633.See file dsdata.txt to determine how the superseded data were derived.
 AE0633
 AE0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ066219(NAD 83)
 AE0633_MARKER: DB = BENCH MARK DISK
 AE0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0633_SP_SET: CULVERT
 AE0633_STAMPING: A 770 1942
 AE0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0633
 AE0633  HISTORY     - Date     Condition        Report By
 AE0633  HISTORY     - 1942     MONUMENTED       CGS
 AE0633  HISTORY     - 1956     GOOD             NGS
 AE0633  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0633
 AE0633                          STATION DESCRIPTION
 AE0633
 AE0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0633'5.95 MI E FROM ROMA.
 AE0633'5.15 MILES EAST ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE0633'ROMA, THENCE 0.8 MILE NORTH ALONG FARM ROAD 649, 0.1 MILE NORTH OF A
 AE0633'FARMHOUSE, 14 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, SET IN
 AE0633'THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 16 INCH PIPE
 AE0633'CULVERT.
 AE0633
 AE0633                          STATION RECOVERY (1981)
 AE0633
 AE0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0633'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0784 ***********************************************************************
 AE0784  DESIGNATION -  A 771
 AE0784  PID         -  AE0784
 AE0784  STATE/COUNTY-  TX/JIM HOGG
 AE0784  USGS QUAD   -  GUERRA (1983)
 AE0784
 AE0784                         *CURRENT SURVEY CONTROL
 AE0784  ___________________________________________________________________
 AE0784* NAD 83(1986)-  26 57 00.     (N)    098 54 32.     (W)     SCALED    
 AE0784* NAVD 88     -       174.726  (meters)     573.25   (feet)  ADJUSTED  
 AE0784  ___________________________________________________________________
 AE0784  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AE0784  DYNAMIC HT  -         174.438 (meters)     572.30  (feet)  COMP
 AE0784  MODELED GRAV-     978,999.2   (mgal)                       NAVD 88
 AE0784
 AE0784  VERT ORDER  -  SECOND    CLASS 0
 AE0784
 AE0784.The horizontal coordinates were scaled from a topographic map and have
 AE0784.an estimated accuracy of +/- 6 seconds.
 AE0784
 AE0784.The orthometric height was determined by differential leveling
 AE0784.and adjusted by the National Geodetic Survey in June 1991..
 AE0784
 AE0784.The geoid height was determined by GEOID03.
 AE0784
 AE0784.The dynamic height is computed by dividing the NAVD 88
 AE0784.geopotential number by the normal gravity value computed on the
 AE0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0784.degrees latitude (g = 980.6199 gals.).
 AE0784
 AE0784.The modeled gravity was interpolated from observed gravity values.
 AE0784
 AE0784;                    North         East    Units  Estimated Accuracy
 AE0784;SPC TX S     - 5,142,250.      259,400.      MT  (+/- 180 meters Scaled)
 AE0784
 AE0784                          SUPERSEDED SURVEY CONTROL
 AE0784
 AE0784  NGVD 29 (??/??/92)  174.751  (m)          573.33   (f) ADJ UNCH    2 0
 AE0784
 AE0784.Superseded values are not recommended for survey control.
 AE0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0784.See file dsdata.txt to determine how the superseded data were derived.
 AE0784
 AE0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ090809(NAD 83)
 AE0784_MARKER: DB = BENCH MARK DISK
 AE0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0784_STAMPING: A 771 1942
 AE0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0784+STABILITY: SURFACE MOTION
 AE0784
 AE0784  HISTORY     - Date     Condition        Report By
 AE0784  HISTORY     - 1942     MONUMENTED       CGS
 AE0784
 AE0784                          STATION DESCRIPTION
 AE0784
 AE0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0784'5.2 MI N FROM GUERRA.
 AE0784'TO REACH FROM THE SCHOOL BUILDING AT GUERRA, PROCEED 5.2 MILES
 AE0784'NORTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0784'0.35 MILE SOUTH OF THE ENTRANCE TO THE HUMBLE OIL CAMP.  IT IS 0.05
 AE0784'MILE NORTH OF THE SOUTHWEST CORNER OF A PASTURE FENCE.  IT IS 30.0
 AE0784'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL
 AE0784'ROAD, 4.0 FEET SOUTHWEST OF A TELEPHONE POLE, 1.0 FOOT WEST OF THE
 AE0784'RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WHITE
 AE0784'WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0845 ***********************************************************************
 AE0845  DESIGNATION -  A 772
 AE0845  PID         -  AE0845
 AE0845  STATE/COUNTY-  TX/STARR
 AE0845  USGS QUAD   -  LAS ISLAS RANCH (1993)
 AE0845
 AE0845                         *CURRENT SURVEY CONTROL
 AE0845  ___________________________________________________________________
 AE0845* NAD 83(1986)-  26 42 16.     (N)    098 38 47.     (W)     SCALED    
 AE0845* NAVD 88     -       153.383  (meters)     503.22   (feet)  ADJUSTED  
 AE0845  ___________________________________________________________________
 AE0845  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AE0845  DYNAMIC HT  -         153.131 (meters)     502.40  (feet)  COMP
 AE0845  MODELED GRAV-     979,000.5   (mgal)                       NAVD 88
 AE0845
 AE0845  VERT ORDER  -  SECOND    CLASS 0
 AE0845
 AE0845.The horizontal coordinates were scaled from a topographic map and have
 AE0845.an estimated accuracy of +/- 6 seconds.
 AE0845
 AE0845.The orthometric height was determined by differential leveling
 AE0845.and adjusted by the National Geodetic Survey in June 1991..
 AE0845
 AE0845.The geoid height was determined by GEOID03.
 AE0845
 AE0845.The dynamic height is computed by dividing the NAVD 88
 AE0845.geopotential number by the normal gravity value computed on the
 AE0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0845.degrees latitude (g = 980.6199 gals.).
 AE0845
 AE0845.The modeled gravity was interpolated from observed gravity values.
 AE0845
 AE0845;                    North         East    Units  Estimated Accuracy
 AE0845;SPC TX S     - 5,114,990.      285,430.      MT  (+/- 180 meters Scaled)
 AE0845
 AE0845                          SUPERSEDED SURVEY CONTROL
 AE0845
 AE0845  NGVD 29 (??/??/92)  153.432  (m)          503.38   (f) ADJ UNCH    2 0
 AE0845
 AE0845.Superseded values are not recommended for survey control.
 AE0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0845.See file dsdata.txt to determine how the superseded data were derived.
 AE0845
 AE0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ351537(NAD 83)
 AE0845_MARKER: DB = BENCH MARK DISK
 AE0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0845_STAMPING: A 772 1942
 AE0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0845+STABILITY: SURFACE MOTION
 AE0845
 AE0845  HISTORY     - Date     Condition        Report By
 AE0845  HISTORY     - 1942     MONUMENTED       CGS
 AE0845  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0845
 AE0845                          STATION DESCRIPTION
 AE0845
 AE0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0845'7.7 MI W FROM LA GLORIA.
 AE0845'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 7.7 MILES
 AE0845'WESTERLY ALONG A COUNTY GRADED ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE0845'IS 92.0 YARDS WEST OF THE BOTTOM OF A DIP IN THE ROAD.  IT IS 26.5
 AE0845'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0845'ROAD.  MONUMENT IS 2.2 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0845'POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AE0845
 AE0845                          STATION RECOVERY (1972)
 AE0845
 AE0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1134 ***********************************************************************
 AE1134  DESIGNATION -  A 773
 AE1134  PID         -  AE1134
 AE1134  STATE/COUNTY-  TX/ZAPATA
 AE1134  USGS QUAD   -  LOPENO (1965)
 AE1134
 AE1134                         *CURRENT SURVEY CONTROL
 AE1134  ___________________________________________________________________
 AE1134* NAD 83(1986)-  26 40 39.     (N)    099 03 22.     (W)     SCALED    
 AE1134* NAVD 88     -       107.790  (meters)     353.64   (feet)  ADJUSTED  
 AE1134  ___________________________________________________________________
 AE1134  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AE1134  DYNAMIC HT  -         107.615 (meters)     353.07  (feet)  COMP
 AE1134  MODELED GRAV-     979,017.3   (mgal)                       NAVD 88
 AE1134
 AE1134  VERT ORDER  -  SECOND    CLASS 0
 AE1134
 AE1134.The horizontal coordinates were scaled from a topographic map and have
 AE1134.an estimated accuracy of +/- 6 seconds.
 AE1134
 AE1134.The orthometric height was determined by differential leveling
 AE1134.and adjusted by the National Geodetic Survey in June 1991..
 AE1134
 AE1134.The geoid height was determined by GEOID03.
 AE1134
 AE1134.The dynamic height is computed by dividing the NAVD 88
 AE1134.geopotential number by the normal gravity value computed on the
 AE1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1134.degrees latitude (g = 980.6199 gals.).
 AE1134
 AE1134.The modeled gravity was interpolated from observed gravity values.
 AE1134
 AE1134;                    North         East    Units  Estimated Accuracy
 AE1134;SPC TX S     - 5,112,110.      244,650.      MT  (+/- 180 meters Scaled)
 AE1134
 AE1134                          SUPERSEDED SURVEY CONTROL
 AE1134
 AE1134  NGVD 29 (??/??/92)  107.838  (m)          353.80   (f) ADJ UNCH    2 0
 AE1134
 AE1134.Superseded values are not recommended for survey control.
 AE1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1134.See file dsdata.txt to determine how the superseded data were derived.
 AE1134
 AE1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ944507(NAD 83)
 AE1134_MARKER: DB = BENCH MARK DISK
 AE1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1134_STAMPING: A 773 1942
 AE1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1134+STABILITY: SURFACE MOTION
 AE1134
 AE1134  HISTORY     - Date     Condition        Report By
 AE1134  HISTORY     - 1942     MONUMENTED       CGS
 AE1134  HISTORY     - 1965     GOOD             USGS
 AE1134
 AE1134                          STATION DESCRIPTION
 AE1134
 AE1134'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE1134'9.0 MI NE FROM FALCON.
 AE1134'4.4 MI. SOUTH ALONG U.S. HWY 83 FROM THE POST OFFICE AT LOPENO. THENCE
 AE1134'3.4 MI. NE ALONG A GRADED GRAVEL ROAD (COUNTY RD).  1500 FT W. OF A
 AE1134'DAM 32 FT NW OF THE CENTER LINE OF THE RD, 2 FT NW OF THE ROW FENCE.
 AE1134'AND LEVEL WITH THE RD.  A NGS STANDARD DISK, STAMPED A 773 1942, SET
 AE1134'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1006 ***********************************************************************
 AE1006  DESIGNATION -  A 774
 AE1006  PID         -  AE1006
 AE1006  STATE/COUNTY-  TX/STARR
 AE1006  USGS QUAD   -  SALINENO (1980)
 AE1006
 AE1006                         *CURRENT SURVEY CONTROL
 AE1006  ___________________________________________________________________
 AE1006* NAD 83(1986)-  26 33 07.     (N)    099 06 55.     (W)     SCALED    
 AE1006* NAVD 88     -        81.452  (meters)     267.23   (feet)  ADJUSTED  
 AE1006  ___________________________________________________________________
 AE1006  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AE1006  DYNAMIC HT  -          81.319 (meters)     266.79  (feet)  COMP
 AE1006  MODELED GRAV-     979,012.6   (mgal)                       NAVD 88
 AE1006
 AE1006  VERT ORDER  -  FIRST     CLASS II
 AE1006
 AE1006.The horizontal coordinates were scaled from a topographic map and have
 AE1006.an estimated accuracy of +/- 6 seconds.
 AE1006
 AE1006.The orthometric height was determined by differential leveling
 AE1006.and adjusted by the National Geodetic Survey in June 1991..
 AE1006.WARNING-Repeat measurements at this control monument indicate possible
 AE1006.vertical movement.
 AE1006
 AE1006.The geoid height was determined by GEOID03.
 AE1006
 AE1006.The dynamic height is computed by dividing the NAVD 88
 AE1006.geopotential number by the normal gravity value computed on the
 AE1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1006.degrees latitude (g = 980.6199 gals.).
 AE1006
 AE1006.The modeled gravity was interpolated from observed gravity values.
 AE1006
 AE1006;                    North         East    Units  Estimated Accuracy
 AE1006;SPC TX S     - 5,098,230.      238,700.      MT  (+/- 180 meters Scaled)
 AE1006
 AE1006                          SUPERSEDED SURVEY CONTROL
 AE1006
 AE1006  NGVD 29 (??/??/92)   81.440  (m)          267.19   (f) ADJ UNCH    1 2
 AE1006
 AE1006.Superseded values are not recommended for survey control.
 AE1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1006.See file dsdata.txt to determine how the superseded data were derived.
 AE1006
 AE1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ885368(NAD 83)
 AE1006_MARKER: DB = BENCH MARK DISK
 AE1006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1006_SP_SET: CULVERT
 AE1006_STAMPING: A 774 1942
 AE1006_MARK LOGO: CGS   
 AE1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1006+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2004
 AE1006
 AE1006  HISTORY     - Date     Condition        Report By
 AE1006  HISTORY     - 1942     MONUMENTED       CGS
 AE1006  HISTORY     - 1956     GOOD             NGS
 AE1006  HISTORY     - 1981     GOOD             NGS
 AE1006  HISTORY     - 20040516 GOOD             USPSQD
 AE1006
 AE1006                          STATION DESCRIPTION
 AE1006
 AE1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1006'1.0 MI SE FROM FALCON HIGHTS.
 AE1006'1.0 MILE SOUTHEAST ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1006'HIGHTS, 22 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, SET IN
 AE1006'THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE
 AE1006'CULVERT.
 AE1006
 AE1006                          STATION RECOVERY (1981)
 AE1006
 AE1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1006'RECOVERED IN GOOD CONDITION.
 AE1006
 AE1006                          STATION RECOVERY (2004)
 AE1006
 AE1006'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE1006'LOCATION USING GARMIN GPS 12 = N26 33.137' W099 06.897'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0330 ***********************************************************************
 AE0330  DESIGNATION -  A 775
 AE0330  PID         -  AE0330
 AE0330  STATE/COUNTY-  TX/HIDALGO
 AE0330  USGS QUAD   -  DONNA (1983)
 AE0330
 AE0330                         *CURRENT SURVEY CONTROL
 AE0330  ___________________________________________________________________
 AE0330* NAD 83(1986)-  26 09 50.     (N)    098 00 52.     (W)     SCALED    
 AE0330* NAVD 88     -        24.292  (meters)      79.70   (feet)  ADJUSTED  
 AE0330  ___________________________________________________________________
 AE0330  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AE0330  DYNAMIC HT  -          24.252 (meters)      79.57  (feet)  COMP
 AE0330  MODELED GRAV-     979,006.8   (mgal)                       NAVD 88
 AE0330
 AE0330  VERT ORDER  -  FIRST     CLASS II
 AE0330
 AE0330.The horizontal coordinates were scaled from a topographic map and have
 AE0330.an estimated accuracy of +/- 6 seconds.
 AE0330
 AE0330.The orthometric height was determined by differential leveling
 AE0330.and adjusted by the National Geodetic Survey in June 1991..
 AE0330
 AE0330.The geoid height was determined by GEOID03.
 AE0330
 AE0330.The dynamic height is computed by dividing the NAVD 88
 AE0330.geopotential number by the normal gravity value computed on the
 AE0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0330.degrees latitude (g = 980.6199 gals.).
 AE0330
 AE0330.The modeled gravity was interpolated from observed gravity values.
 AE0330
 AE0330;                    North         East    Units  Estimated Accuracy
 AE0330;SPC TX S     - 5,055,180.      348,550.      MT  (+/- 180 meters Scaled)
 AE0330
 AE0330                          SUPERSEDED SURVEY CONTROL
 AE0330
 AE0330  NGVD 29 (??/??/92)   24.406  (m)           80.07   (f) ADJ UNCH    1 2
 AE0330
 AE0330.Superseded values are not recommended for survey control.
 AE0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0330.See file dsdata.txt to determine how the superseded data were derived.
 AE0330
 AE0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP984942(NAD 83)
 AE0330_MARKER: DB = BENCH MARK DISK
 AE0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0330_SP_SET: CULVERT
 AE0330_STAMPING: A 775 1942
 AE0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0330
 AE0330  HISTORY     - Date     Condition        Report By
 AE0330  HISTORY     - 1942     MONUMENTED       CGS
 AE0330  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0330  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0330
 AE0330                          STATION DESCRIPTION
 AE0330
 AE0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0330'1.6 MI W FROM WESLACO.
 AE0330'BENCH MARK IS SET HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL
 AE0330'OF A CONCRETE BOX CULVERT UNDER U.S. HIGHWAY NO. 83.  IT IS 8 POLES
 AE0330'WEST OF MILE POST NO. A-20.  51.0 FEET SOUTH OF THE CENTERLINE OF
 AE0330'RAILROAD, 48.0 FEET NORTHEAST OF THE CENTERLINE OF INTERSECTION OF
 AE0330'GRAVEL ROAD.  IT IS 24.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE
 AE0330'CENTERLINE OF HIGHWAY.  NOTE-- TO REACH FROM THE RAILROAD STATION AT
 AE0330'WESLACO, PROCEED 1.6 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD TO
 AE0330'A GRAVEL ROAD CROSSING AND SITE OF BENCH MARK.
 AE0330
 AE0330                          STATION RECOVERY (1962)
 AE0330
 AE0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0330'MARK NOT FOUND.
 AE0330
 AE0330                          STATION RECOVERY (1987)
 AE0330
 AE0330'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0063 ***********************************************************************
 AB0063  DESIGNATION -  A 776
 AB0063  PID         -  AB0063
 AB0063  STATE/COUNTY-  TX/CAMERON
 AB0063  USGS QUAD   -  PALMITO HILL (1983)
 AB0063
 AB0063                         *CURRENT SURVEY CONTROL
 AB0063  ___________________________________________________________________
 AB0063* NAD 83(1986)-  25 57 41.     (N)    097 18 05.     (W)     SCALED    
 AB0063* NAVD 88     -         9.857  (meters)      32.34   (feet)  ADJUSTED  
 AB0063  ___________________________________________________________________
 AB0063  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 AB0063  DYNAMIC HT  -           9.842 (meters)      32.29  (feet)  COMP
 AB0063  MODELED GRAV-     979,052.4   (mgal)                       NAVD 88
 AB0063
 AB0063  VERT ORDER  -  SECOND    CLASS 0
 AB0063
 AB0063.The horizontal coordinates were scaled from a topographic map and have
 AB0063.an estimated accuracy of +/- 6 seconds.
 AB0063
 AB0063.The orthometric height was determined by differential leveling
 AB0063.and adjusted by the National Geodetic Survey in June 1991..
 AB0063
 AB0063.The geoid height was determined by GEOID03.
 AB0063
 AB0063.The dynamic height is computed by dividing the NAVD 88
 AB0063.geopotential number by the normal gravity value computed on the
 AB0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0063.degrees latitude (g = 980.6199 gals.).
 AB0063
 AB0063.The modeled gravity was interpolated from observed gravity values.
 AB0063
 AB0063;                    North         East    Units  Estimated Accuracy
 AB0063;SPC TX S     - 5,033,220.      420,050.      MT  (+/- 180 meters Scaled)
 AB0063
 AB0063                          SUPERSEDED SURVEY CONTROL
 AB0063
 AB0063  NGVD 29 (??/??/92)    9.952  (m)           32.65   (f) ADJ UNCH    2 0
 AB0063
 AB0063.Superseded values are not recommended for survey control.
 AB0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0063.See file dsdata.txt to determine how the superseded data were derived.
 AB0063
 AB0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP700725(NAD 83)
 AB0063_MARKER: DB = BENCH MARK DISK
 AB0063_SETTING: 0 = UNSPECIFIED SETTING
 AB0063_STAMPING: A 776 1942
 AB0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0063+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AB0063
 AB0063  HISTORY     - Date     Condition        Report By
 AB0063  HISTORY     - 1942     MONUMENTED       CGS
 AB0063  HISTORY     - 1949     GOOD             NGS
 AB0063  HISTORY     - 20050208 GOOD             IBWC
 AB0063
 AB0063                          STATION DESCRIPTION
 AB0063
 AB0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AB0063'14.7 MI NE FROM BROWNSVILLE.
 AB0063'TO REACH FROM INTERSECTION OF STATE HIGHWAY 4 AND STATE HIGHWAY 48, NE
 AB0063'OF BROWNSVILLE, GO E ON HIGHWAY 4 ABOUT 11.75 MILES TO BENCH MARK
 AB0063'SITE, 48 FT. S OF CENTERLINE OF HIGHWAY, 3.5 FT. W OF GRANITE
 AB0063'HISTORICAL MARKER, NEAR R.O.W.
 AB0063
 AB0063                          STATION RECOVERY (2005)
 AB0063
 AB0063'RECOVERY NOTE BY INT BDRY WTR COMM 2005 (RGF)
 AB0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0113 ***********************************************************************
 AB0113  DESIGNATION -  A 777
 AB0113  PID         -  AB0113
 AB0113  STATE/COUNTY-  TX/CAMERON
 AB0113  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0113
 AB0113                         *CURRENT SURVEY CONTROL
 AB0113  ___________________________________________________________________
 AB0113* NAD 83(1986)-  25 52 42.     (N)    097 26 47.     (W)     SCALED    
 AB0113* NAVD 88     -        10.599  (meters)      34.77   (feet)  ADJUSTED  
 AB0113  ___________________________________________________________________
 AB0113  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 AB0113  DYNAMIC HT  -          10.582 (meters)      34.72  (feet)  COMP
 AB0113  MODELED GRAV-     979,029.5   (mgal)                       NAVD 88
 AB0113
 AB0113  VERT ORDER  -  SECOND    CLASS 0
 AB0113
 AB0113.The horizontal coordinates were scaled from a topographic map and have
 AB0113.an estimated accuracy of +/- 6 seconds.
 AB0113
 AB0113.The orthometric height was determined by differential leveling
 AB0113.and adjusted by the National Geodetic Survey in June 1991..
 AB0113
 AB0113.The geoid height was determined by GEOID03.
 AB0113
 AB0113.The dynamic height is computed by dividing the NAVD 88
 AB0113.geopotential number by the normal gravity value computed on the
 AB0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0113.degrees latitude (g = 980.6199 gals.).
 AB0113
 AB0113.The modeled gravity was interpolated from observed gravity values.
 AB0113
 AB0113;                    North         East    Units  Estimated Accuracy
 AB0113;SPC TX S     - 5,023,890.      405,600.      MT  (+/- 180 meters Scaled)
 AB0113
 AB0113                          SUPERSEDED SURVEY CONTROL
 AB0113
 AB0113  NGVD 29 (??/??/92)   10.690  (m)           35.07   (f) ADJ UNCH    2 0
 AB0113
 AB0113.Superseded values are not recommended for survey control.
 AB0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0113.See file dsdata.txt to determine how the superseded data were derived.
 AB0113
 AB0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP556631(NAD 83)
 AB0113_MARKER: DB = BENCH MARK DISK
 AB0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0113_SP_SET: CULVERT
 AB0113_STAMPING: A 777 1942
 AB0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0113
 AB0113  HISTORY     - Date     Condition        Report By
 AB0113  HISTORY     - 1942     MONUMENTED       CGS
 AB0113  HISTORY     - 1950     GOOD             NGS
 AB0113
 AB0113                          STATION DESCRIPTION
 AB0113
 AB0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0113'4.2 MI SW FROM BROWNSVILLE.
 AB0113'TO REACH FROM THE INTERSECTION OF E 14TH STREET AND EAST TYLER STREET
 AB0113'IN BROWNSVILLE, PROCEED SE. ALONG EAST TYLER STREET 1.6 MILES TO A
 AB0113'ROAD CROSSING THE LEVEE, CONTINUE SE. ON ROAD ON TOP OF THE LEVEE AND
 AB0113'GO 2.0 MILES TO THE END OF THE ROAD ON THE LEVEE AND SITE OF BENCH
 AB0113'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NW. END OF THE
 AB0113'NE. HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE RAILROAD,
 AB0113'APPROXIMATELY 100 FEET NE. OF THE END OF THE ROAD ON THE LEVEE, 10
 AB0113'FEET NE. OF AND APPROXIMATELY 1.0 FOOT ABOVE THE CENTERLINE OF ROAD. A
 AB0113'STANDARD DISK SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0647 ***********************************************************************
 AJ0647  DESIGNATION -  A 779
 AJ0647  PID         -  AJ0647
 AJ0647  STATE/COUNTY-  TX/JIM HOGG
 AJ0647  USGS QUAD   -  RANDADO (1972)
 AJ0647
 AJ0647                         *CURRENT SURVEY CONTROL
 AJ0647  ___________________________________________________________________
 AJ0647* NAD 83(1986)-  27 07 15.     (N)    098 55 55.     (W)     SCALED    
 AJ0647* NAVD 88     -       210.525  (meters)     690.70   (feet)  POSTED    
 AJ0647  ___________________________________________________________________
 AJ0647  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AJ0647  DYNAMIC HT  -         210.180 (meters)     689.57  (feet)  COMP
 AJ0647  MODELED GRAV-     979,022.9   (mgal)                       NAVD 88
 AJ0647
 AJ0647  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0647
 AJ0647.The horizontal coordinates were scaled from a topographic map and have
 AJ0647.an estimated accuracy of +/- 6 seconds.
 AJ0647
 AJ0647.The orthometric height was determined by differential leveling
 AJ0647.and adjusted by the National Geodetic Survey in 1992..
 AJ0647.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0647.rate of 1.1 thru 2.0 mm/km.
 AJ0647
 AJ0647.The geoid height was determined by GEOID03.
 AJ0647
 AJ0647.The dynamic height is computed by dividing the NAVD 88
 AJ0647.geopotential number by the normal gravity value computed on the
 AJ0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0647.degrees latitude (g = 980.6199 gals.).
 AJ0647
 AJ0647.The modeled gravity was interpolated from observed gravity values.
 AJ0647
 AJ0647;                    North         East    Units  Estimated Accuracy
 AJ0647;SPC TX S     - 5,161,180.      257,180.      MT  (+/- 180 meters Scaled)
 AJ0647
 AJ0647                          SUPERSEDED SURVEY CONTROL
 AJ0647
 AJ0647  NGVD 29 (??/??/92)  210.541  (m)          690.75   (f) ADJ UNCH    2 0
 AJ0647
 AJ0647.Superseded values are not recommended for survey control.
 AJ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0647.See file dsdata.txt to determine how the superseded data were derived.
 AJ0647
 AJ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ067998(NAD 83)
 AJ0647_MARKER: DB = BENCH MARK DISK
 AJ0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0647_STAMPING: A 779 1943
 AJ0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0647+STABILITY: SURFACE MOTION
 AJ0647
 AJ0647  HISTORY     - Date     Condition        Report By
 AJ0647  HISTORY     - 1943     MONUMENTED       CGS
 AJ0647  HISTORY     - 1973     MARK NOT FOUND   USGS
 AJ0647
 AJ0647                          STATION DESCRIPTION
 AJ0647
 AJ0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0647'3.4 MI NW FROM PETROLEUM.
 AJ0647'TO REACH FROM THE PETROLEUM X-ROADS, PROCEED WESTERLY ON GRADED ROAD,
 AJ0647'GO 0.4 MILE.  TURN NORTHERLY (RIGHT) ONTO THE ROAD TO THOMPSONVILLE,
 AJ0647'AND GO 3.0 MILES TO A CATTLEGUARD AND SITE OF BENCH MARK.  BENCH MARK
 AJ0647'IS 45 FEET NORTH OF THE CATTLEGUARD.  21 FEET EAST OF AND ABOUT THE
 AJ0647'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET SOUTH OF A 4
 AJ0647'BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT WEST OF THE RIGHT OF WAY
 AJ0647'FENCE.
 AJ0647
 AJ0647                          STATION RECOVERY (1973)
 AJ0647
 AJ0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AJ0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0326 ***********************************************************************
 BN0326  DESIGNATION -  A 78
 BN0326  PID         -  BN0326
 BN0326  STATE/COUNTY-  TX/EDWARDS
 BN0326  USGS QUAD   -  TELEGRAPH (1974)
 BN0326
 BN0326                         *CURRENT SURVEY CONTROL
 BN0326  ___________________________________________________________________
 BN0326* NAD 83(1986)-  30 15 42.     (N)    099 55 55.     (W)     SCALED    
 BN0326* NAVD 88     -       575.581  (meters)    1888.39   (feet)  ADJUSTED  
 BN0326  ___________________________________________________________________
 BN0326  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0326  DYNAMIC HT  -         574.740 (meters)    1885.63  (feet)  COMP
 BN0326  MODELED GRAV-     979,163.2   (mgal)                       NAVD 88
 BN0326
 BN0326  VERT ORDER  -  FIRST     CLASS II
 BN0326
 BN0326.The horizontal coordinates were scaled from a topographic map and have
 BN0326.an estimated accuracy of +/- 6 seconds.
 BN0326
 BN0326.The orthometric height was determined by differential leveling
 BN0326.and adjusted by the National Geodetic Survey in June 1991..
 BN0326
 BN0326.The geoid height was determined by GEOID03.
 BN0326
 BN0326.The dynamic height is computed by dividing the NAVD 88
 BN0326.geopotential number by the normal gravity value computed on the
 BN0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0326.degrees latitude (g = 980.6199 gals.).
 BN0326
 BN0326.The modeled gravity was interpolated from observed gravity values.
 BN0326
 BN0326;                    North         East    Units  Estimated Accuracy
 BN0326;SPC TXSC     - 4,269,490.      510,320.      MT  (+/- 180 meters Scaled)
 BN0326
 BN0326                          SUPERSEDED SURVEY CONTROL
 BN0326
 BN0326  NGVD 29 (??/??/92)  575.541  (m)         1888.25   (f) ADJ UNCH    1 2
 BN0326
 BN0326.Superseded values are not recommended for survey control.
 BN0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0326.See file dsdata.txt to determine how the superseded data were derived.
 BN0326
 BN0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU103481(NAD 83)
 BN0326_MARKER: DB = BENCH MARK DISK
 BN0326_SETTING: 66 = SET IN ROCK OUTCROP
 BN0326_SP_SET: ROCK OUTCROP
 BN0326_STAMPING: 1888.254 A 78 1931
 BN0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0326+STABILITY: POSITION/ELEVATION WELL
 BN0326
 BN0326  HISTORY     - Date     Condition        Report By
 BN0326  HISTORY     - 1931     MONUMENTED       CGS
 BN0326  HISTORY     - 1973     GOOD             USGS
 BN0326
 BN0326                          STATION DESCRIPTION
 BN0326
 BN0326'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 BN0326'5.3 MI SW FROM TELEGRAPH.
 BN0326'TELEGRAPH, 4.85 MI. S. ON U.S. HWY. 377 TO ENTRANCE TO 700 SPRINGS
 BN0326'RANCH HDQS.  0.2 MI. SE ON PVT. RD TO JCT.  0.2 MI. NE ON PVT. RD. TO
 BN0326'RD FORK.  0.3 MI. E. ON PVT. RD. TO T-RD.  0.4 MI. SW ON PVT. RD. TO
 BN0326'RIVER CROSSING.  0.1 MI. SW TO RD. FORK.  THENCE (RIGHT FORK) 0.65 MI.
 BN0326'SW ON TRACK RD.  TO DIM RD. FORK.  TAKE RT. FORK 0.1 MI. SW.  15 FT.
 BN0326'E. OF TRACK RD.  STANDARD BRONZE DISK STAMPED 1888.254 A 78 1931 SET
 BN0326'IN A ROCK OUTCROP ABOUT 2 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0671 ***********************************************************************
 AJ0671  DESIGNATION -  A 780
 AJ0671  PID         -  AJ0671
 AJ0671  STATE/COUNTY-  TX/JIM HOGG
 AJ0671  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0671
 AJ0671                         *CURRENT SURVEY CONTROL
 AJ0671  ___________________________________________________________________
 AJ0671* NAD 83(1986)-  27 17 06.     (N)    098 42 05.     (W)     SCALED    
 AJ0671* NAVD 88     -       186.362  (meters)     611.42   (feet)  POSTED    
 AJ0671  ___________________________________________________________________
 AJ0671  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AJ0671  DYNAMIC HT  -         186.060 (meters)     610.43  (feet)  COMP
 AJ0671  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 AJ0671
 AJ0671  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0671
 AJ0671.The horizontal coordinates were scaled from a topographic map and have
 AJ0671.an estimated accuracy of +/- 6 seconds.
 AJ0671
 AJ0671.The orthometric height was determined by differential leveling
 AJ0671.and adjusted by the National Geodetic Survey in 1992..
 AJ0671.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0671.rate of 0.0 thru 1.0 mm/km.
 AJ0671
 AJ0671.The geoid height was determined by GEOID03.
 AJ0671
 AJ0671.The dynamic height is computed by dividing the NAVD 88
 AJ0671.geopotential number by the normal gravity value computed on the
 AJ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0671.degrees latitude (g = 980.6199 gals.).
 AJ0671
 AJ0671.The modeled gravity was interpolated from observed gravity values.
 AJ0671
 AJ0671;                    North         East    Units  Estimated Accuracy
 AJ0671;SPC TX S     - 5,179,310.      280,060.      MT  (+/- 180 meters Scaled)
 AJ0671
 AJ0671                          SUPERSEDED SURVEY CONTROL
 AJ0671
 AJ0671  NGVD 29 (??/??/92)  186.390  (m)          611.51   (f) ADJ UNCH    2 0
 AJ0671
 AJ0671.Superseded values are not recommended for survey control.
 AJ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0671.See file dsdata.txt to determine how the superseded data were derived.
 AJ0671
 AJ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR295180(NAD 83)
 AJ0671_MARKER: DB = BENCH MARK DISK
 AJ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0671_STAMPING: A 780 1943
 AJ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0671+STABILITY: SURFACE MOTION
 AJ0671
 AJ0671  HISTORY     - Date     Condition        Report By
 AJ0671  HISTORY     - 1943     MONUMENTED       CGS
 AJ0671
 AJ0671                          STATION DESCRIPTION
 AJ0671
 AJ0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0671'2.6 MI SW FROM HEBBRONVILLE.
 AJ0671'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBER 59 AND 285 AT
 AJ0671'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0671'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO, GO 1.6 MILE.
 AJ0671'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 0.6 MILE TO A
 AJ0671'DIVISION FENCE CORNER AND SITE OF BENCH MARK.  BENCH MARK IS 18 FEET
 AJ0671'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AJ0671'14 FEET EAST OF THE FENCE CORNER.  3.0 FEET WEST OF A 4 BY 4 INCH
 AJ0671'WOODEN MARKER POST.  AND 1.0 FOOT NORTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1130 ***********************************************************************
 AJ1130  DESIGNATION -  A 782
 AJ1130  PID         -  AJ1130
 AJ1130  STATE/COUNTY-  TX/JIM HOGG
 AJ1130  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ1130
 AJ1130                         *CURRENT SURVEY CONTROL
 AJ1130  ___________________________________________________________________
 AJ1130* NAD 83(1986)-  27 02 01.     (N)    098 35 19.     (W)     SCALED    
 AJ1130* NAVD 88     -       128.440  (meters)     421.39   (feet)  ADJUSTED  
 AJ1130  ___________________________________________________________________
 AJ1130  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AJ1130  DYNAMIC HT  -         128.233 (meters)     420.71  (feet)  COMP
 AJ1130  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 AJ1130
 AJ1130  VERT ORDER  -  SECOND    CLASS 0
 AJ1130
 AJ1130.The horizontal coordinates were scaled from a topographic map and have
 AJ1130.an estimated accuracy of +/- 6 seconds.
 AJ1130
 AJ1130.The orthometric height was determined by differential leveling
 AJ1130.and adjusted by the National Geodetic Survey in June 1991..
 AJ1130
 AJ1130.The geoid height was determined by GEOID03.
 AJ1130
 AJ1130.The dynamic height is computed by dividing the NAVD 88
 AJ1130.geopotential number by the normal gravity value computed on the
 AJ1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1130.degrees latitude (g = 980.6199 gals.).
 AJ1130
 AJ1130.The modeled gravity was interpolated from observed gravity values.
 AJ1130
 AJ1130;                    North         East    Units  Estimated Accuracy
 AJ1130;SPC TX S     - 5,151,450.      291,210.      MT  (+/- 180 meters Scaled)
 AJ1130
 AJ1130                          SUPERSEDED SURVEY CONTROL
 AJ1130
 AJ1130  NGVD 29 (??/??/92)  128.477  (m)          421.51   (f) ADJ UNCH    2 0
 AJ1130
 AJ1130.Superseded values are not recommended for survey control.
 AJ1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1130.See file dsdata.txt to determine how the superseded data were derived.
 AJ1130
 AJ1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ408902(NAD 83)
 AJ1130_MARKER: DB = BENCH MARK DISK
 AJ1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1130_STAMPING: A 782 1943
 AJ1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1130+STABILITY: SURFACE MOTION
 AJ1130
 AJ1130  HISTORY     - Date     Condition        Report By
 AJ1130  HISTORY     - 1943     MONUMENTED       CGS
 AJ1130
 AJ1130                          STATION DESCRIPTION
 AJ1130
 AJ1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ1130'10.4 MI N FROM AGUA NUEVA.
 AJ1130'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED NORTHERLY ON THE
 AJ1130'ROAD TO HEBBRONVILLE AND GO 10.4 MILES TO SITE OF BENCH MARK.  BENCH
 AJ1130'MARK IS ABOUT 21.1 MILES SOUTHEAST OF HEBBRONVILLE.  1.0 MILE NORTH OF
 AJ1130'THE INTERSECTION OF THE ROAD TO THE PALANGANA RANCH.  24 FEET WEST OF
 AJ1130'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET
 AJ1130'SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT EAST OF THE
 AJ1130'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0967 ***********************************************************************
 AE0967  DESIGNATION -  A 783
 AE0967  PID         -  AE0967
 AE0967  STATE/COUNTY-  TX/JIM HOGG
 AE0967  USGS QUAD   -  SAN ANTONIO VIEJO (1993)
 AE0967
 AE0967                         *CURRENT SURVEY CONTROL
 AE0967  ___________________________________________________________________
 AE0967* NAD 83(1986)-  26 58 53.     (N)    098 49 48.     (W)     SCALED    
 AE0967* NAVD 88     -       225.810  (meters)     740.85   (feet)  ADJUSTED  
 AE0967  ___________________________________________________________________
 AE0967  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AE0967  DYNAMIC HT  -         225.440 (meters)     739.63  (feet)  COMP
 AE0967  MODELED GRAV-     979,003.8   (mgal)                       NAVD 88
 AE0967
 AE0967  VERT ORDER  -  SECOND    CLASS 0
 AE0967
 AE0967.The horizontal coordinates were scaled from a topographic map and have
 AE0967.an estimated accuracy of +/- 6 seconds.
 AE0967
 AE0967.The orthometric height was determined by differential leveling
 AE0967.and adjusted by the National Geodetic Survey in June 1991..
 AE0967
 AE0967.The geoid height was determined by GEOID03.
 AE0967
 AE0967.The dynamic height is computed by dividing the NAVD 88
 AE0967.geopotential number by the normal gravity value computed on the
 AE0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0967.degrees latitude (g = 980.6199 gals.).
 AE0967
 AE0967.The modeled gravity was interpolated from observed gravity values.
 AE0967
 AE0967;                    North         East    Units  Estimated Accuracy
 AE0967;SPC TX S     - 5,145,700.      267,240.      MT  (+/- 180 meters Scaled)
 AE0967
 AE0967                          SUPERSEDED SURVEY CONTROL
 AE0967
 AE0967  NGVD 29 (??/??/92)  225.820  (m)          740.88   (f) ADJ UNCH    2 0
 AE0967
 AE0967.Superseded values are not recommended for survey control.
 AE0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0967.See file dsdata.txt to determine how the superseded data were derived.
 AE0967
 AE0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ168843(NAD 83)
 AE0967_MARKER: DB = BENCH MARK DISK
 AE0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0967_STAMPING: A 783 1943
 AE0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0967+STABILITY: SURFACE MOTION
 AE0967
 AE0967  HISTORY     - Date     Condition        Report By
 AE0967  HISTORY     - 1943     MONUMENTED       CGS
 AE0967
 AE0967                          STATION DESCRIPTION
 AE0967
 AE0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0967'1.8 MI N FROM T T EAST RANCH HEADQUARTERS.
 AE0967'TO REACH FROM THE T. T. EAST RANCH HEADQUARTERS, PROCEED NORTHERLY ON
 AE0967'GRADED ROAD AND GO 1.8 MILES TO A DIM TRACK ROAD CROSSING AND SITE OF
 AE0967'BENCH MARK.  BENCH MARK IS 6.0 MILES SOUTHERLY FROM THE INTERSECTION
 AE0967'OF THE RANCH ROAD AND THE RANDADO-HEBBRONVILLE ROAD.  36 FEET EAST OF
 AE0967'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  30 FEET
 AE0967'SOUTH OF THE CENTERLINE OF THE TRACK ROAD.  AND 3.0 FEET NORTH OF A 4
 AE0967'BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1312 ***********************************************************************
 AX1312  DESIGNATION -  A 784
 AX1312  PID         -  AX1312
 AX1312  STATE/COUNTY-  TX/BASTROP
 AX1312  USGS QUAD   -  ROSANKY (1981)
 AX1312
 AX1312                         *CURRENT SURVEY CONTROL
 AX1312  ___________________________________________________________________
 AX1312* NAD 83(1986)-  29 56 15.     (N)    097 15 15.     (W)     SCALED    
 AX1312* NAVD 88     -       150.56   (+/-2cm)     494.0    (feet)  VERTCON   
 AX1312  ___________________________________________________________________
 AX1312  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AX1312
 AX1312  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1312
 AX1312.The horizontal coordinates were scaled from a topographic map and have
 AX1312.an estimated accuracy of +/- 6 seconds.
 AX1312
 AX1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1312.The vertical order pertains to the NGVD 29 superseded value.
 AX1312
 AX1312.The geoid height was determined by GEOID03.
 AX1312
 AX1312;                    North         East    Units  Estimated Accuracy
 AX1312;SPC TX C     - 3,034,140.      997,260.      MT  (+/- 180 meters Scaled)
 AX1312
 AX1312                          SUPERSEDED SURVEY CONTROL
 AX1312
 AX1312  NGVD 29 (??/??/92)  150.501  (m)          493.77   (f) ADJ UNCH    1 2
 AX1312
 AX1312.Superseded values are not recommended for survey control.
 AX1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1312.See file dsdata.txt to determine how the superseded data were derived.
 AX1312
 AX1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU685131(NAD 83)
 AX1312_MARKER: DB = BENCH MARK DISK
 AX1312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1312_SP_SET: CULVERT
 AX1312_STAMPING: A 784 1943
 AX1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1312
 AX1312  HISTORY     - Date     Condition        Report By
 AX1312  HISTORY     - 1943     MONUMENTED       CGS
 AX1312
 AX1312                          STATION DESCRIPTION
 AX1312
 AX1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1312'2.6 MI E FROM ROSANKY.
 AX1312'2.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1312'STATION AT ROSANKY, ABOUT 300 FEET EAST OF MILEPOST 8, AT A LARGE
 AX1312'CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 20
 AX1312'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2.5 FEET LOWER
 AX1312'THAN THE TRACK.  A STANDARD DISK, STAMPED A 784 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2120 ***********************************************************************
 AX2120  DESIGNATION -  A 785
 AX2120  PID         -  AX2120
 AX2120  STATE/COUNTY-  TX/CALDWELL
 AX2120  USGS QUAD   -  DALE (1981)
 AX2120
 AX2120                         *CURRENT SURVEY CONTROL
 AX2120  ___________________________________________________________________
 AX2120* NAD 83(1986)-  29 55 41.     (N)    097 32 45.     (W)     SCALED    
 AX2120* NAVD 88     -       151.85   (+/-2cm)     498.2    (feet)  VERTCON   
 AX2120  ___________________________________________________________________
 AX2120  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2120
 AX2120  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2120
 AX2120.The horizontal coordinates were scaled from a topographic map and have
 AX2120.an estimated accuracy of +/- 6 seconds.
 AX2120
 AX2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2120.The vertical order pertains to the NGVD 29 superseded value.
 AX2120
 AX2120.The geoid height was determined by GEOID03.
 AX2120
 AX2120;                    North         East    Units  Estimated Accuracy
 AX2120;SPC TXSC     - 4,233,030.      740,390.      MT  (+/- 180 meters Scaled)
 AX2120
 AX2120                          SUPERSEDED SURVEY CONTROL
 AX2120
 AX2120  NGVD 29 (??/??/92)  151.779  (m)          497.96   (f) ADJ UNCH    1 2
 AX2120
 AX2120.Superseded values are not recommended for survey control.
 AX2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2120.See file dsdata.txt to determine how the superseded data were derived.
 AX2120
 AX2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU403117(NAD 83)
 AX2120_MARKER: DB = BENCH MARK DISK
 AX2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2120_STAMPING: A 785 1943
 AX2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2120+STABILITY: SURFACE MOTION
 AX2120
 AX2120  HISTORY     - Date     Condition        Report By
 AX2120  HISTORY     - 1943     MONUMENTED       CGS
 AX2120  HISTORY     - 20060429 GOOD             USPSQD
 AX2120
 AX2120                          STATION DESCRIPTION
 AX2120
 AX2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2120'1.1 MI E FROM DALE.
 AX2120'1.1 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2120'STATION AT DALE, CALDWELL COUNTY, 0.1 MILE EAST OF A ROAD CROSSING, AT
 AX2120'THE EAST END OF A SHALLOW CUT, 49 FEET NORTH OF THE CENTERLINE OF THE
 AX2120'TRACK, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE
 AX2120'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 AX2120'STAMPED A 785 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX2120'0.6 FOOT ABOVE GROUND.
 AX2120
 AX2120                          STATION RECOVERY (2006)
 AX2120
 AX2120'RECOVERY NOTE BY US POWER SQUADRON 2006 (WBM)
 AX2120'STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE
 AX2120'GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2150 ***********************************************************************
 AX2150  DESIGNATION -  A 786
 AX2150  PID         -  AX2150
 AX2150  STATE/COUNTY-  TX/CALDWELL
 AX2150  USGS QUAD   -  UHLAND (1994)
 AX2150
 AX2150                         *CURRENT SURVEY CONTROL
 AX2150  ___________________________________________________________________
 AX2150* NAD 83(1986)-  29 52 50.     (N)    097 51 57.     (W)     SCALED    
 AX2150* NAVD 88     -       174.17   (+/-2cm)     571.4    (feet)  VERTCON   
 AX2150  ___________________________________________________________________
 AX2150  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AX2150
 AX2150  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2150
 AX2150.The horizontal coordinates were scaled from a topographic map and have
 AX2150.an estimated accuracy of +/- 6 seconds.
 AX2150
 AX2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2150.The vertical order pertains to the NGVD 29 superseded value.
 AX2150
 AX2150.The geoid height was determined by GEOID03.
 AX2150
 AX2150;                    North         East    Units  Estimated Accuracy
 AX2150;SPC TXSC     - 4,227,420.      709,550.      MT  (+/- 180 meters Scaled)
 AX2150
 AX2150                          SUPERSEDED SURVEY CONTROL
 AX2150
 AX2150  NGVD 29 (??/??/92)  174.085  (m)          571.14   (f) ADJ UNCH    1 2
 AX2150
 AX2150.Superseded values are not recommended for survey control.
 AX2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2150.See file dsdata.txt to determine how the superseded data were derived.
 AX2150
 AX2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU095060(NAD 83)
 AX2150_MARKER: DB = BENCH MARK DISK
 AX2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2150_STAMPING: A 786 1943
 AX2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2150+STABILITY: SURFACE MOTION
 AX2150
 AX2150  HISTORY     - Date     Condition        Report By
 AX2150  HISTORY     - 1943     MONUMENTED       CGS
 AX2150  HISTORY     - 1959     GOOD             NGS
 AX2150  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2150
 AX2150                          STATION DESCRIPTION
 AX2150
 AX2150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2150'0.9 MI NW FROM REEDVILLE.
 AX2150'0.9 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2150'STATION AT REEDVILLE, OPPOSITE THE CENTER OF THE SOUTH SIDE OF THE SAN
 AX2150'MARCOS NAVIGATION SCHOOL, DIRECTLY IN LINE BETWEEN MILEPOST 48 AND A
 AX2150'POWER-TRANSFORMER STATION, ABOUT 200 FEET SOUTH OF THE TRANSFORMER
 AX2150'STATION, 47 FEET NORTH OF THE CENTERLINE OF THE TRACK, 1 FOOT SOUTH OF
 AX2150'THE RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 AX2150'POST, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 786
 AX2150'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX2150'GROUND.
 AX2150
 AX2150                          STATION RECOVERY (1987)
 AX2150
 AX2150'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2253 ***********************************************************************
 AX2253  DESIGNATION -  A 787
 AX2253  PID         -  AX2253
 AX2253  STATE/COUNTY-  TX/GUADALUPE
 AX2253  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2253
 AX2253                         *CURRENT SURVEY CONTROL
 AX2253  ___________________________________________________________________
 AX2253* NAD 83(1986)-  29 45 22.     (N)    097 58 32.     (W)     SCALED    
 AX2253* NAVD 88     -       162.01   (+/-2cm)     531.5    (feet)  VERTCON   
 AX2253  ___________________________________________________________________
 AX2253  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AX2253
 AX2253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2253
 AX2253.The horizontal coordinates were scaled from a topographic map and have
 AX2253.an estimated accuracy of +/- 6 seconds.
 AX2253
 AX2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2253.The vertical order pertains to the NGVD 29 superseded value.
 AX2253
 AX2253.The geoid height was determined by GEOID03.
 AX2253
 AX2253;                    North         East    Units  Estimated Accuracy
 AX2253;SPC TXSC     - 4,213,530.      699,070.      MT  (+/- 180 meters Scaled)
 AX2253
 AX2253                          SUPERSEDED SURVEY CONTROL
 AX2253
 AX2253  NGVD 29 (??/??/92)  161.933  (m)          531.28   (f) ADJ UNCH    2 0
 AX2253
 AX2253.Superseded values are not recommended for survey control.
 AX2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2253.See file dsdata.txt to determine how the superseded data were derived.
 AX2253
 AX2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT990922(NAD 83)
 AX2253_MARKER: DB = BENCH MARK DISK
 AX2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2253_SP_SET: CONCRETE POST
 AX2253_STAMPING: A 787 1943
 AX2253_MARK LOGO: CGS   
 AX2253_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2253+STABILITY: SURFACE MOTION
 AX2253
 AX2253  HISTORY     - Date     Condition        Report By
 AX2253  HISTORY     - 1943     MONUMENTED       CGS
 AX2253  HISTORY     - 1959     GOOD             DOD
 AX2253  HISTORY     - 1988     GOOD             USPSQD
 AX2253  HISTORY     - 19930203 GOOD             USPSQD
 AX2253  HISTORY     - 19990925 GOOD             USPSQD
 AX2253  HISTORY     - 20030517 GOOD             USPSQD
 AX2253
 AX2253                          STATION DESCRIPTION
 AX2253
 AX2253'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2253'1.7 MI W FROM ZORN.
 AX2253'1.7 MILES WEST ALONG THE HUNTER ROAD FROM THE CROSSROADS AT ZORN,
 AX2253'GUADALUPE COUNTY, ON THE OUTSIDE OF A RIGHT-ANGLE TURN IN THE ROAD, IN
 AX2253'LINE WITH THE CENTERLINE OF THE EAST-AND-WEST ROAD, 18 FEET WEST OF
 AX2253'THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 18 FEET NORTH OF THE
 AX2253'RIGHT-OF-WAY FENCE CORNER, 1 FOOT EAST OF THE FENCE, AND 3 FEET SOUTH
 AX2253'OF A WHITE WOODEN WITNESS POST.  THE CONCRETE POST PROJECTS 0.5 FOOT
 AX2253'ABOVE GROUND.  NOTE-- THE MARK IS ABOUT 450 FEET SOUTH OF THE JUNCTION
 AX2253'OF THE NORTH-AND-SOUTH ROAD AND A FARM ROAD LEADING WEST.
 AX2253
 AX2253                          STATION RECOVERY (1988)
 AX2253
 AX2253'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2253'RECOVERED IN GOOD CONDITION.
 AX2253
 AX2253                          STATION RECOVERY (1993)
 AX2253
 AX2253'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2253'RECOVERED IN GOOD CONDITION.  NOTE--HAS ORANGE WITNESS POST SET 3
 AX2253'FEET (0.9 M) NORTH OF THE MARK.
 AX2253
 AX2253                          STATION RECOVERY (1999)
 AX2253
 AX2253'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2253'RECOVERED IN GOOD CONDITION.
 AX2253
 AX2253                          STATION RECOVERY (2003)
 AX2253
 AX2253'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX2253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2189 ***********************************************************************
 AX2189  DESIGNATION -  A 789
 AX2189  PID         -  AX2189
 AX2189  STATE/COUNTY-  TX/CALDWELL
 AX2189  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2189
 AX2189                         *CURRENT SURVEY CONTROL
 AX2189  ___________________________________________________________________
 AX2189* NAD 83(1986)-  29 46 48.     (N)    097 39 58.     (W)     SCALED    
 AX2189* NAVD 88     -       134.00   (+/-2cm)     439.6    (feet)  VERTCON   
 AX2189  ___________________________________________________________________
 AX2189  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2189
 AX2189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2189
 AX2189.The horizontal coordinates were scaled from a topographic map and have
 AX2189.an estimated accuracy of +/- 6 seconds.
 AX2189
 AX2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2189.The vertical order pertains to the NGVD 29 superseded value.
 AX2189
 AX2189.The geoid height was determined by GEOID03.
 AX2189
 AX2189;                    North         East    Units  Estimated Accuracy
 AX2189;SPC TXSC     - 4,216,480.      728,970.      MT  (+/- 180 meters Scaled)
 AX2189
 AX2189                          SUPERSEDED SURVEY CONTROL
 AX2189
 AX2189  NGVD 29 (??/??/92)  133.937  (m)          439.43   (f) ADJ UNCH    2 0
 AX2189
 AX2189.Superseded values are not recommended for survey control.
 AX2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2189.See file dsdata.txt to determine how the superseded data were derived.
 AX2189
 AX2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT289951(NAD 83)
 AX2189_MARKER: DB = BENCH MARK DISK
 AX2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2189_STAMPING: A 789 1943
 AX2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2189+STABILITY: SURFACE MOTION
 AX2189
 AX2189  HISTORY     - Date     Condition        Report By
 AX2189  HISTORY     - 1943     MONUMENTED       CGS
 AX2189  HISTORY     - 1959     GOOD             DOD
 AX2189  HISTORY     - 19870714 MARK NOT FOUND   USPSQD
 AX2189  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2189  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2189  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2189
 AX2189                          STATION DESCRIPTION
 AX2189
 AX2189'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2189'1.5 MI NW FROM JOLIET.
 AX2189'0.5 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE GRADE SCHOOL AT JOLIET,
 AX2189'CALDWELL COUNTY, THENCE 1.0 MILE NORTHEAST ALONG A GRADED DIRT ROAD.
 AX2189'ON THE WEST SLOPE OF A SMALL HILL MIDWAY BETWEEN A SMALL CULVERT AND
 AX2189'THE CREST OF THE HILL, 20 FEET NORTHWEST OF THE CENTERLINE OF THE
 AX2189'ROAD, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE
 AX2189'WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD. NOTE-- THE
 AX2189'MARK IS 120 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE FIRST LARGE
 AX2189'TREE SOUTHEAST OF THE ROAD.
 AX2189
 AX2189                          STATION RECOVERY (1987)
 AX2189
 AX2189'RECOVERY NOTE BY US POWER SQUADRON 1987 (RV)
 AX2189'MARK NOT FOUND.
 AX2189
 AX2189                          STATION RECOVERY (1990)
 AX2189
 AX2189'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2189'MARK NOT FOUND.
 AX2189
 AX2189                          STATION RECOVERY (1993)
 AX2189
 AX2189'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2189'MARK NOT FOUND.
 AX2189
 AX2189                          STATION RECOVERY (1999)
 AX2189
 AX2189'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0187 ***********************************************************************
 AZ0187  DESIGNATION -  A 79
 AZ0187  PID         -  AZ0187
 AZ0187  STATE/COUNTY-  TX/EDWARDS
 AZ0187  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0187
 AZ0187                         *CURRENT SURVEY CONTROL
 AZ0187  ___________________________________________________________________
 AZ0187* NAD 83(1986)-  29 57 39.     (N)    100 31 49.     (W)     SCALED    
 AZ0187* NAVD 88     -       672.344  (meters)    2205.85   (feet)  ADJUSTED  
 AZ0187  ___________________________________________________________________
 AZ0187  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 AZ0187  DYNAMIC HT  -         671.345 (meters)    2202.57  (feet)  COMP
 AZ0187  MODELED GRAV-     979,134.6   (mgal)                       NAVD 88
 AZ0187
 AZ0187  VERT ORDER  -  FIRST     CLASS II
 AZ0187
 AZ0187.The horizontal coordinates were scaled from a topographic map and have
 AZ0187.an estimated accuracy of +/- 6 seconds.
 AZ0187
 AZ0187.The orthometric height was determined by differential leveling
 AZ0187.and adjusted by the National Geodetic Survey in June 1991..
 AZ0187
 AZ0187.The geoid height was determined by GEOID03.
 AZ0187
 AZ0187.The dynamic height is computed by dividing the NAVD 88
 AZ0187.geopotential number by the normal gravity value computed on the
 AZ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0187.degrees latitude (g = 980.6199 gals.).
 AZ0187
 AZ0187.The modeled gravity was interpolated from observed gravity values.
 AZ0187
 AZ0187;                    North         East    Units  Estimated Accuracy
 AZ0187;SPC TXSC     - 4,236,750.      452,310.      MT  (+/- 180 meters Scaled)
 AZ0187
 AZ0187                          SUPERSEDED SURVEY CONTROL
 AZ0187
 AZ0187  NGVD 29 (??/??/92)  672.272  (m)         2205.61   (f) ADJ UNCH    1 2
 AZ0187
 AZ0187.Superseded values are not recommended for survey control.
 AZ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0187.See file dsdata.txt to determine how the superseded data were derived.
 AZ0187
 AZ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU523154(NAD 83)
 AZ0187_MARKER: DB = BENCH MARK DISK
 AZ0187_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0187_SP_SET: OUTCROP
 AZ0187_STAMPING: 2205.612 A 79 1931
 AZ0187_MARK LOGO: CGS   
 AZ0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0187+STABILITY: POSITION/ELEVATION WELL
 AZ0187
 AZ0187  HISTORY     - Date     Condition        Report By
 AZ0187  HISTORY     - 1931     MONUMENTED       CGS
 AZ0187  HISTORY     - 1971     GOOD             USGS
 AZ0187  HISTORY     - 1981     GOOD             NGS
 AZ0187
 AZ0187                          STATION DESCRIPTION
 AZ0187
 AZ0187'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0187'17.1 MI NE FROM CARTA VALLEY.
 AZ0187'17.1 MILES NE ALONG US HWY 377 FROM CARTA VALLEY, EDWARDS COUNTY, ON A
 AZ0187'SMALL HILL AT A CUT ALONG THE HWY, 78 FEET EAST OF THE CENTERLINE OF
 AZ0187'THE HWY, 42 FEET NORTH OF A BEND IN THE ROW FENCE, 4 FEET EAST OF THE
 AZ0187'ROW FENCE, ABOUT 20 FEET HIGHER THAN THE HWY, SET IN A FLAT ROCK
 AZ0187'OUTCROP.  A STANDARD DISK, STAMPED 2205.612 A 79 1931.
 AZ0187
 AZ0187                          STATION RECOVERY (1981)
 AZ0187
 AZ0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0187'34.8 KM (21.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0187'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, 0.3 KM (0.2 MI)
 AZ0187'SOUTHWEST OF A FIELD ROAD CROSSING, IN THE EAST END OF A 19 BY 30 FT
 AZ0187'EXPOSED AREA OF OUTCROPPING BEDROCK ON TOP OF A HIGHWAY CUT, 27.0
 AZ0187'METERS (88.6 FT) SOUTH-SOUTHWEST OF A UTILITY POLE, 21.5 METERS (70.5
 AZ0187'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 12.6 METERS (41.3 FT)
 AZ0187'NORTH-NORTHEAST OF A FENCE POST WITH A WIRE BRACE AND 1.3 METERS (4.3
 AZ0187'FT) EAST OF A FENCE.
 AZ0187'THE MARK IS 1.6 METERS  ESE FROM A WITNESS POST.
 AZ0187'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2169 ***********************************************************************
 AX2169  DESIGNATION -  A 790
 AX2169  PID         -  AX2169
 AX2169  STATE/COUNTY-  TX/CALDWELL
 AX2169  USGS QUAD   -  DALE (1981)
 AX2169
 AX2169                         *CURRENT SURVEY CONTROL
 AX2169  ___________________________________________________________________
 AX2169* NAD 83(1986)-  29 53 16.     (N)    097 31 41.     (W)     SCALED    
 AX2169* NAVD 88     -       164.45   (+/-2cm)     539.5    (feet)  VERTCON   
 AX2169  ___________________________________________________________________
 AX2169  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2169
 AX2169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2169
 AX2169.The horizontal coordinates were scaled from a topographic map and have
 AX2169.an estimated accuracy of +/- 6 seconds.
 AX2169
 AX2169.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2169.The vertical order pertains to the NGVD 29 superseded value.
 AX2169
 AX2169.The geoid height was determined by GEOID03.
 AX2169
 AX2169;                    North         East    Units  Estimated Accuracy
 AX2169;SPC TXSC     - 4,228,590.      742,170.      MT  (+/- 180 meters Scaled)
 AX2169
 AX2169                          SUPERSEDED SURVEY CONTROL
 AX2169
 AX2169  NGVD 29 (??/??/92)  164.380  (m)          539.30   (f) ADJ UNCH    2 0
 AX2169
 AX2169.Superseded values are not recommended for survey control.
 AX2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2169.See file dsdata.txt to determine how the superseded data were derived.
 AX2169
 AX2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU421072(NAD 83)
 AX2169_MARKER: DB = BENCH MARK DISK
 AX2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2169_STAMPING: A 790 1943
 AX2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2169+STABILITY: SURFACE MOTION
 AX2169
 AX2169  HISTORY     - Date     Condition        Report By
 AX2169  HISTORY     - 1943     MONUMENTED       CGS
 AX2169  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2169  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 AX2169
 AX2169                          STATION DESCRIPTION
 AX2169
 AX2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2169'4 MI SE FROM DALE.
 AX2169'4.0 MILES SOUTHEAST ALONG A GRADED ROAD LEADING TO MCMAHAN FROM THE
 AX2169'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT DALE, CALDWELL
 AX2169'COUNTY, 0.1 MILE NORTHWEST OF A SMALL HOUSE, ON THE NORTHWEST SLOPE OF
 AX2169'A LOW GRADE, 30 FEET NORTHWEST OF THE CORNER OF A DIVISION FENCE, 24
 AX2169'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTHEAST OF THE
 AX2169'RIGHT-OF-WAY FENCE, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 AX2169'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 790
 AX2169'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX2169'GROUND.
 AX2169
 AX2169                          STATION RECOVERY (1999)
 AX2169
 AX2169'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2169'MARK NOT FOUND.
 AX2169
 AX2169                          STATION RECOVERY (2006)
 AX2169
 AX2169'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMW)
 AX2169'NO APPARENT CHANGE TO LANDSCAPE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0864 ***********************************************************************
 AE0864  DESIGNATION -  A 792
 AE0864  PID         -  AE0864
 AE0864  STATE/COUNTY-  TX/JIM HOGG
 AE0864  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0864
 AE0864                         *CURRENT SURVEY CONTROL
 AE0864  ___________________________________________________________________
 AE0864* NAD 83(1986)-  26 47 57.     (N)    098 34 09.     (W)     SCALED    
 AE0864* NAVD 88     -       131.153  (meters)     430.29   (feet)  ADJUSTED  
 AE0864  ___________________________________________________________________
 AE0864  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AE0864  DYNAMIC HT  -         130.939 (meters)     429.59  (feet)  COMP
 AE0864  MODELED GRAV-     979,012.6   (mgal)                       NAVD 88
 AE0864
 AE0864  VERT ORDER  -  SECOND    CLASS 0
 AE0864
 AE0864.The horizontal coordinates were scaled from a topographic map and have
 AE0864.an estimated accuracy of +/- 6 seconds.
 AE0864
 AE0864.The orthometric height was determined by differential leveling
 AE0864.and adjusted by the National Geodetic Survey in June 1991..
 AE0864
 AE0864.The geoid height was determined by GEOID03.
 AE0864
 AE0864.The dynamic height is computed by dividing the NAVD 88
 AE0864.geopotential number by the normal gravity value computed on the
 AE0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0864.degrees latitude (g = 980.6199 gals.).
 AE0864
 AE0864.The modeled gravity was interpolated from observed gravity values.
 AE0864
 AE0864;                    North         East    Units  Estimated Accuracy
 AE0864;SPC TX S     - 5,125,470.      293,120.      MT  (+/- 180 meters Scaled)
 AE0864
 AE0864                          SUPERSEDED SURVEY CONTROL
 AE0864
 AE0864  NGVD 29 (??/??/92)  131.210  (m)          430.48   (f) ADJ UNCH    2 0
 AE0864
 AE0864.Superseded values are not recommended for survey control.
 AE0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0864.See file dsdata.txt to determine how the superseded data were derived.
 AE0864
 AE0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ428642(NAD 83)
 AE0864_MARKER: DB = BENCH MARK DISK
 AE0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0864_STAMPING: A 792 1942
 AE0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0864+STABILITY: SURFACE MOTION
 AE0864
 AE0864  HISTORY     - Date     Condition        Report By
 AE0864  HISTORY     - 1942     MONUMENTED       CGS
 AE0864
 AE0864                          STATION DESCRIPTION
 AE0864
 AE0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0864'5.0 MI E FROM RANCHO VIEJO.
 AE0864'TO REACH FROM A MEXICAN SETTLEMENT CALLED RANCHO VIEJO (ABOUT MIDWAY
 AE0864'BETWEEN RIO GRANDE CITY AND HEBBRONVILLE), PROCEED 5.0 MILES EASTERLY
 AE0864'ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS IN A
 AE0864'CLEARING.  IT IS 28.3 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AE0864'THE CENTERLINE OF THE ROAD.  MONUMENT IS 2.5 FEET EAST OF A 4X4 INCH
 AE0864'WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0986 ***********************************************************************
 AJ0986  DESIGNATION -  A 793
 AJ0986  PID         -  AJ0986
 AJ0986  STATE/COUNTY-  TX/ZAPATA
 AJ0986  USGS QUAD   -  ARROYO SALADO EAST (1980)
 AJ0986
 AJ0986                         *CURRENT SURVEY CONTROL
 AJ0986  ___________________________________________________________________
 AJ0986* NAD 83(1986)-  27 08 27.     (N)    099 16 40.     (W)     SCALED    
 AJ0986* NAVD 88     -       155.880  (meters)     511.42   (feet)  ADJUSTED  
 AJ0986  ___________________________________________________________________
 AJ0986  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AJ0986  DYNAMIC HT  -         155.629 (meters)     510.59  (feet)  COMP
 AJ0986  MODELED GRAV-     979,031.9   (mgal)                       NAVD 88
 AJ0986
 AJ0986  VERT ORDER  -  SECOND    CLASS 0
 AJ0986
 AJ0986.The horizontal coordinates were scaled from a topographic map and have
 AJ0986.an estimated accuracy of +/- 6 seconds.
 AJ0986
 AJ0986.The orthometric height was determined by differential leveling
 AJ0986.and adjusted by the National Geodetic Survey in June 1991..
 AJ0986
 AJ0986.The geoid height was determined by GEOID03.
 AJ0986
 AJ0986.The dynamic height is computed by dividing the NAVD 88
 AJ0986.geopotential number by the normal gravity value computed on the
 AJ0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0986.degrees latitude (g = 980.6199 gals.).
 AJ0986
 AJ0986.The modeled gravity was interpolated from observed gravity values.
 AJ0986
 AJ0986;                    North         East    Units  Estimated Accuracy
 AJ0986;SPC TX S     - 5,163,560.      222,910.      MT  (+/- 180 meters Scaled)
 AJ0986
 AJ0986                          SUPERSEDED SURVEY CONTROL
 AJ0986
 AJ0986  NGVD 29 (??/??/92)  155.923  (m)          511.56   (f) ADJ UNCH    2 0
 AJ0986
 AJ0986.Superseded values are not recommended for survey control.
 AJ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0986.See file dsdata.txt to determine how the superseded data were derived.
 AJ0986
 AJ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR724020(NAD 83)
 AJ0986_MARKER: DB = BENCH MARK DISK
 AJ0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0986_STAMPING: A 793 1943
 AJ0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0986+STABILITY: SURFACE MOTION
 AJ0986
 AJ0986  HISTORY     - Date     Condition        Report By
 AJ0986  HISTORY     - 1943     MONUMENTED       CGS
 AJ0986
 AJ0986                          STATION DESCRIPTION
 AJ0986
 AJ0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0986'13.6 MI NE FROM SAN YGNACIO.
 AJ0986'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 13.6 MILES
 AJ0986'NORTHEASTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AJ0986'IS 0.1 MILE SOUTHWEST OF A CATTLE GUARD.  IT IS 13.0 FEET SOUTHEAST OF
 AJ0986'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 2.0 FEET
 AJ0986'NORTHWEST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTHWEST
 AJ0986'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0987 ***********************************************************************
 AJ0987  DESIGNATION -  A 793 RESET 1974
 AJ0987  PID         -  AJ0987
 AJ0987  STATE/COUNTY-  TX/ZAPATA
 AJ0987  USGS QUAD   -  ARROYO SALADO EAST (1980)
 AJ0987
 AJ0987                         *CURRENT SURVEY CONTROL
 AJ0987  ___________________________________________________________________
 AJ0987* NAD 83(1986)-  27 08 27.     (N)    099 16 40.     (W)     SCALED    
 AJ0987* NAVD 88     -       155.69   (+/-2cm)     510.8    (feet)  VERTCON   
 AJ0987  ___________________________________________________________________
 AJ0987  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AJ0987
 AJ0987  VERT ORDER  -  THIRD (See Below)
 AJ0987
 AJ0987.The horizontal coordinates were scaled from a topographic map and have
 AJ0987.an estimated accuracy of +/- 6 seconds.
 AJ0987
 AJ0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0987.The vertical order pertains to the NGVD 29 superseded value.
 AJ0987
 AJ0987.The geoid height was determined by GEOID03.
 AJ0987
 AJ0987;                    North         East    Units  Estimated Accuracy
 AJ0987;SPC TX S     - 5,163,560.      222,910.      MT  (+/- 180 meters Scaled)
 AJ0987
 AJ0987                          SUPERSEDED SURVEY CONTROL
 AJ0987
 AJ0987  NGVD 29 (01/29/03)  155.73   (m)          510.9    (f) RESET       3  
 AJ0987
 AJ0987.Superseded values are not recommended for survey control.
 AJ0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0987.See file dsdata.txt to determine how the superseded data were derived.
 AJ0987
 AJ0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR724020(NAD 83)
 AJ0987_MARKER: DB = BENCH MARK DISK
 AJ0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0987_STAMPING: A 793 RESET 1974
 AJ0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0987+STABILITY: SURFACE MOTION
 AJ0987
 AJ0987  HISTORY     - Date     Condition        Report By
 AJ0987  HISTORY     - 1974     MONUMENTED       TXHD
 AJ0987  HISTORY     - 1975     GOOD             USGS
 AJ0987
 AJ0987                          STATION DESCRIPTION
 AJ0987
 AJ0987'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0987'11.9 MI NE FROM SAN YGNACIO.
 AJ0987'11.9 MILES NORTHEAST ALONG FARM TO MARKET ROAD F.M. 3169 FROM THE
 AJ0987'CATHOLIC CHURCH AT SAN YGNACIO, ZAPATA COUNTY, 0.1 MILE SOUTHWEST OF A
 AJ0987'BEND IN THE ROAD, ABOUT 100 FEET NORTHEAST OF THE END OF THE 1975
 AJ0987'PAVING PROJECT, 60 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AT
 AJ0987'THE RIGHT-OF-WAY FENCE.  A STANDARD TABLET, STAMPED A 793 RESET 1974
 AJ0987'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 AJ0987'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0929 ***********************************************************************
 AE0929  DESIGNATION -  A 794
 AE0929  PID         -  AE0929
 AE0929  STATE/COUNTY-  TX/JIM HOGG
 AE0929  USGS QUAD   -  BORREGOS RANCH (1993)
 AE0929
 AE0929                         *CURRENT SURVEY CONTROL
 AE0929  ___________________________________________________________________
 AE0929* NAD 83(1986)-  26 51 33.     (N)    098 37 39.     (W)     SCALED    
 AE0929* NAVD 88     -       142.239  (meters)     466.66   (feet)  ADJUSTED  
 AE0929  ___________________________________________________________________
 AE0929  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AE0929  DYNAMIC HT  -         142.007 (meters)     465.90  (feet)  COMP
 AE0929  MODELED GRAV-     979,012.4   (mgal)                       NAVD 88
 AE0929
 AE0929  VERT ORDER  -  SECOND    CLASS 0
 AE0929
 AE0929.The horizontal coordinates were scaled from a topographic map and have
 AE0929.an estimated accuracy of +/- 6 seconds.
 AE0929
 AE0929.The orthometric height was determined by differential leveling
 AE0929.and adjusted by the National Geodetic Survey in June 1991..
 AE0929
 AE0929.The geoid height was determined by GEOID03.
 AE0929
 AE0929.The dynamic height is computed by dividing the NAVD 88
 AE0929.geopotential number by the normal gravity value computed on the
 AE0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0929.degrees latitude (g = 980.6199 gals.).
 AE0929
 AE0929.The modeled gravity was interpolated from observed gravity values.
 AE0929
 AE0929;                    North         East    Units  Estimated Accuracy
 AE0929;SPC TX S     - 5,132,130.      287,330.      MT  (+/- 180 meters Scaled)
 AE0929
 AE0929                          SUPERSEDED SURVEY CONTROL
 AE0929
 AE0929  NGVD 29 (??/??/92)  142.286  (m)          466.82   (f) ADJ UNCH    2 0
 AE0929
 AE0929.Superseded values are not recommended for survey control.
 AE0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0929.See file dsdata.txt to determine how the superseded data were derived.
 AE0929
 AE0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ370708(NAD 83)
 AE0929_MARKER: DB = BENCH MARK DISK
 AE0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0929_STAMPING: A 794 1943
 AE0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0929+STABILITY: SURFACE MOTION
 AE0929
 AE0929  HISTORY     - Date     Condition        Report By
 AE0929  HISTORY     - 1943     MONUMENTED       CGS
 AE0929
 AE0929                          STATION DESCRIPTION
 AE0929
 AE0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0929'4.8 MI SW FROM AGUA NUEVA.
 AE0929'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY - HEBBRONVILLE ROAD
 AE0929'AND A DIRT TRACK ROAD LEADING WEST THROUGH THE BORREGOS RANCH (3.9
 AE0929'MILES SOUTH OF THE POST OFFICE AT AGUA NUEVA), PROCEED 0.9 MILE
 AE0929'WESTERLY ALONG A DIRT TRACK ROAD TO A CATTLE GUARD AND SITE OF BENCH
 AE0929'MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF A WINDMILL.  IT IS 97.0
 AE0929'FEET SOUTHEAST OF THE CENTERLINE OF A CATTLE GUARD, 21.5 FEET SOUTH OF
 AE0929'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. MONUMENT
 AE0929'IS 2.4 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AE0929'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0908 ***********************************************************************
 AJ0908  DESIGNATION -  A 795
 AJ0908  PID         -  AJ0908
 AJ0908  STATE/COUNTY-  TX/WEBB
 AJ0908  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0908
 AJ0908                         *CURRENT SURVEY CONTROL
 AJ0908  ___________________________________________________________________
 AJ0908* NAD 83(1986)-  27 18 56.     (N)    099 17 31.     (W)     SCALED    
 AJ0908* NAVD 88     -       130.241  (meters)     427.30   (feet)  ADJUSTED  
 AJ0908  ___________________________________________________________________
 AJ0908  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AJ0908  DYNAMIC HT  -         130.033 (meters)     426.62  (feet)  COMP
 AJ0908  MODELED GRAV-     979,050.8   (mgal)                       NAVD 88
 AJ0908
 AJ0908  VERT ORDER  -  SECOND    CLASS 0
 AJ0908
 AJ0908.The horizontal coordinates were scaled from a topographic map and have
 AJ0908.an estimated accuracy of +/- 6 seconds.
 AJ0908
 AJ0908.The orthometric height was determined by differential leveling
 AJ0908.and adjusted by the National Geodetic Survey in June 1991..
 AJ0908
 AJ0908.The geoid height was determined by GEOID03.
 AJ0908
 AJ0908.The dynamic height is computed by dividing the NAVD 88
 AJ0908.geopotential number by the normal gravity value computed on the
 AJ0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0908.degrees latitude (g = 980.6199 gals.).
 AJ0908
 AJ0908.The modeled gravity was interpolated from observed gravity values.
 AJ0908
 AJ0908;                    North         East    Units  Estimated Accuracy
 AJ0908;SPC TX S     - 5,182,930.      221,620.      MT  (+/- 180 meters Scaled)
 AJ0908
 AJ0908                          SUPERSEDED SURVEY CONTROL
 AJ0908
 AJ0908  NGVD 29 (??/??/92)  130.301  (m)          427.50   (f) ADJ UNCH    2 0
 AJ0908
 AJ0908.Superseded values are not recommended for survey control.
 AJ0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0908.See file dsdata.txt to determine how the superseded data were derived.
 AJ0908
 AJ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR711214(NAD 83)
 AJ0908_MARKER: DB = BENCH MARK DISK
 AJ0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0908_STAMPING: A 795 1943
 AJ0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0908+STABILITY: SURFACE MOTION
 AJ0908
 AJ0908  HISTORY     - Date     Condition        Report By
 AJ0908  HISTORY     - 1943     MONUMENTED       CGS
 AJ0908  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0908
 AJ0908                          STATION DESCRIPTION
 AJ0908
 AJ0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0908'23.0 MI SW FROM AGUILARES.
 AJ0908'TO REACH FROM THE INTERSECTION OF A GRAVEL ROAD AND THE PIPE-LINE
 AJ0908'ROAD, (11.8 MILES SOUTH OF AGUILARES) PROCEED 1.2 MILES NORTHWESTERLY
 AJ0908'ALONG THE PIPE-LINE ROAD TO A GATE ACROSS ROAD, THENCE TURN WEST
 AJ0908'(LEFT) THROUGH ANOTHER GATE, FOLLOW A WINDING DIRT ROAD 10.0 MILES
 AJ0908'WESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS 12.0 FEET WEST OF AND
 AJ0908'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF DIRT ROAD.  MONUMENT IS
 AJ0908'3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS
 AJ0908'0.5 FOOT.
 AJ0908
 AJ0908                          STATION RECOVERY (1975)
 AJ0908
 AJ0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0869 ***********************************************************************
 AJ0869  DESIGNATION -  A 797
 AJ0869  PID         -  AJ0869
 AJ0869  STATE/COUNTY-  TX/WEBB
 AJ0869  USGS QUAD   -  MIRANDO CITY (1980)
 AJ0869
 AJ0869                         *CURRENT SURVEY CONTROL
 AJ0869  ___________________________________________________________________
 AJ0869* NAD 83(1986)-  27 27 38.     (N)    099 07 12.     (W)     SCALED    
 AJ0869* NAVD 88     -       163.996  (meters)     538.04   (feet)  ADJUSTED  
 AJ0869  ___________________________________________________________________
 AJ0869  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AJ0869  DYNAMIC HT  -         163.735 (meters)     537.19  (feet)  COMP
 AJ0869  MODELED GRAV-     979,052.9   (mgal)                       NAVD 88
 AJ0869
 AJ0869  VERT ORDER  -  SECOND    CLASS 0
 AJ0869
 AJ0869.The horizontal coordinates were scaled from a topographic map and have
 AJ0869.an estimated accuracy of +/- 6 seconds.
 AJ0869
 AJ0869.The orthometric height was determined by differential leveling
 AJ0869.and adjusted by the National Geodetic Survey in June 1991..
 AJ0869
 AJ0869.The geoid height was determined by GEOID03.
 AJ0869
 AJ0869.The dynamic height is computed by dividing the NAVD 88
 AJ0869.geopotential number by the normal gravity value computed on the
 AJ0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0869.degrees latitude (g = 980.6199 gals.).
 AJ0869
 AJ0869.The modeled gravity was interpolated from observed gravity values.
 AJ0869
 AJ0869;                    North         East    Units  Estimated Accuracy
 AJ0869;SPC TX S     - 5,198,900.      238,720.      MT  (+/- 180 meters Scaled)
 AJ0869
 AJ0869                          SUPERSEDED SURVEY CONTROL
 AJ0869
 AJ0869  NGVD 29 (??/??/92)  164.009  (m)          538.09   (f) ADJ UNCH    2 0
 AJ0869
 AJ0869.Superseded values are not recommended for survey control.
 AJ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0869.See file dsdata.txt to determine how the superseded data were derived.
 AJ0869
 AJ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR881374(NAD 83)
 AJ0869_MARKER: DB = BENCH MARK DISK
 AJ0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0869_STAMPING: A 797 1943
 AJ0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0869+STABILITY: SURFACE MOTION
 AJ0869
 AJ0869  HISTORY     - Date     Condition        Report By
 AJ0869  HISTORY     - 1943     MONUMENTED       CGS
 AJ0869
 AJ0869                          STATION DESCRIPTION
 AJ0869
 AJ0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0869'2.1 MI W FROM AGUILARES.
 AJ0869'TO REACH FROM THE POST OFFICE AT AGUILARES, PROCEED 2.1 MILES WESTERLY
 AJ0869'ALONG THE TEX-MEX RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS 5
 AJ0869'TELEGRAPH POLES WEST OF MILE POST NO. 29.  IT IS 12.0 FEET NORTH SOUTH
 AJ0869'OF AND ABOUT 2.5 FEET BELOW THE CENTERLINE OF TRACK.  IT IS 12.0 FEET
 AJ0869'NORTH OF THE SOUTH RIGHT OF WAY FENCE, 3.5 FEET SOUTHEAST OF A
 AJ0869'TELEGRAPH POLE.  MONUMENT IS 3.0 FEET WEST OF A 4X4 INCH WHITE WOODEN
 AJ0869'MARKER POST, AND PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0296 ***********************************************************************
 AY0296  DESIGNATION -  A 799
 AY0296  PID         -  AY0296
 AY0296  STATE/COUNTY-  TX/BEXAR
 AY0296  USGS QUAD   -  SOUTHTON (1992)
 AY0296
 AY0296                         *CURRENT SURVEY CONTROL
 AY0296  ___________________________________________________________________
 AY0296* NAD 83(1986)-  29 21 05.     (N)    098 27 50.     (W)     SCALED    
 AY0296* NAVD 88     -       172.132  (meters)     564.74   (feet)  ADJUSTED  
 AY0296  ___________________________________________________________________
 AY0296  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AY0296  DYNAMIC HT  -         171.881 (meters)     563.91  (feet)  COMP
 AY0296  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 AY0296
 AY0296  VERT ORDER  -  FIRST     CLASS II
 AY0296
 AY0296.The horizontal coordinates were scaled from a topographic map and have
 AY0296.an estimated accuracy of +/- 6 seconds.
 AY0296
 AY0296.The orthometric height was determined by differential leveling
 AY0296.and adjusted by the National Geodetic Survey in June 1991..
 AY0296.WARNING-Repeat measurements at this control monument indicate possible
 AY0296.vertical movement.
 AY0296
 AY0296.The geoid height was determined by GEOID03.
 AY0296
 AY0296.The dynamic height is computed by dividing the NAVD 88
 AY0296.geopotential number by the normal gravity value computed on the
 AY0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0296.degrees latitude (g = 980.6199 gals.).
 AY0296
 AY0296.The modeled gravity was interpolated from observed gravity values.
 AY0296
 AY0296;                    North         East    Units  Estimated Accuracy
 AY0296;SPC TXSC     - 4,168,360.      652,050.      MT  (+/- 180 meters Scaled)
 AY0296
 AY0296                          SUPERSEDED SURVEY CONTROL
 AY0296
 AY0296.No superseded survey control is available for this station.
 AY0296
 AY0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT520470(NAD 83)
 AY0296_MARKER: DB = BENCH MARK DISK
 AY0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0296_SP_SET: CULVERT
 AY0296_STAMPING: A 799 1943
 AY0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0296
 AY0296  HISTORY     - Date     Condition        Report By
 AY0296  HISTORY     - 1943     MONUMENTED       CGS
 AY0296  HISTORY     - 1946     GOOD             NGS
 AY0296  HISTORY     - 1976     GOOD             NGS
 AY0296  HISTORY     - 1980     GOOD             NGS
 AY0296  HISTORY     - 19950626 GOOD             USPSQD
 AY0296
 AY0296                          STATION DESCRIPTION
 AY0296
 AY0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0296'4.8 MI S FROM SAN ANTONIO.
 AY0296'4.8 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0296'STATION IN SAN ANTONIO, 5 POLES SOUTH OF MILEPOST 4, 144.0 FEET NORTH
 AY0296'OF THE CENTER OF THE CROSSING OF MILITARY HIGHWAY (STATE HIGHWAY 13),
 AY0296'21.0 FEET EAST OF THE EAST RAIL, 27.0 FEET NORTHEAST OF THE NORTHEAST
 AY0296'CORNER OF RAILWAY BRIDGE 4.17, AT A DOUBLE 4- BY 4- FOOT CONCRETE
 AY0296'CULVERT UNDER AN ABANDONED ASPHALT ROAD, IN THE TOP OF THE SOUTHWEST
 AY0296'END OF THE CONCRETE HEADWALL, 20.0 FEET SOUTH OF THE CENTER LINE OF
 AY0296'THE ABANDONED ROAD.
 AY0296
 AY0296                          STATION RECOVERY (1976)
 AY0296
 AY0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AY0296'RECOVERED IN GOOD CONDITION.
 AY0296
 AY0296                          STATION RECOVERY (1980)
 AY0296
 AY0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0296'RECOVERED IN GOOD CONDITION.
 AY0296
 AY0296                          STATION RECOVERY (1995)
 AY0296
 AY0296'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0031 ***********************************************************************
 AM0031  DESIGNATION -  A 8 F DOWCO
 AM0031  PID         -  AM0031
 AM0031  STATE/COUNTY-  TX/BRAZORIA
 AM0031  USGS QUAD   -  FREEPORT (1974)
 AM0031
 AM0031                         *CURRENT SURVEY CONTROL
 AM0031  ___________________________________________________________________
 AM0031* NAD 83(1986)-  28 56 39.     (N)    095 18 33.     (W)     SCALED    
 AM0031* NAVD 88     -         5.07   (+/-2cm)      16.6    (feet)  VERTCON   
 AM0031  ___________________________________________________________________
 AM0031  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0031
 AM0031  VERT ORDER  -  THIRD (See Below)
 AM0031
 AM0031.The horizontal coordinates were scaled from a topographic map and have
 AM0031.an estimated accuracy of +/- 6 seconds.
 AM0031
 AM0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0031.The vertical order pertains to the NGVD 29 superseded value.
 AM0031
 AM0031.The geoid height was determined by GEOID03.
 AM0031
 AM0031;                    North         East    Units  Estimated Accuracy
 AM0031;SPC TXSC     - 4,128,790.      959,720.      MT  (+/- 180 meters Scaled)
 AM0031
 AM0031                          SUPERSEDED SURVEY CONTROL
 AM0031
 AM0031  NGVD 29 (??/??/??)    5.10   (m)           16.7    (f) RESET       3  
 AM0031
 AM0031.Superseded values are not recommended for survey control.
 AM0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0031.See file dsdata.txt to determine how the superseded data were derived.
 AM0031
 AM0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN749039(NAD 83)
 AM0031_MARKER: DD = SURVEY DISK
 AM0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0031_SP_SET: CULVERT
 AM0031_STAMPING: F 1209
 AM0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0031
 AM0031  HISTORY     - Date     Condition        Report By
 AM0031  HISTORY     - UNK      MONUMENTED       DOWCO
 AM0031  HISTORY     - 1973     GOOD             NGS
 AM0031  HISTORY     - 1977     GOOD             NGS
 AM0031  HISTORY     - 1978     GOOD             NGS
 AM0031  HISTORY     - 1978     GOOD             NGS
 AM0031
 AM0031                          STATION DESCRIPTION
 AM0031
 AM0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0031'0.75 MI NW FROM FREEPORT.
 AM0031'0.75 MILE NORTHWEST ALONG STATE HIGHWAY 288 (BRAZOS PORT BOULEVARD)
 AM0031'FROM THE JUNCTION OF FARM ROAD 523 (NORTH GULF BOULEVARD), AT
 AM0031'FREEPORT, 0.1 MILE NORTHWEST OF THE JUNCTION OF YELLOWSTONE STREET, AT
 AM0031'THE JUNCTION OF ZAPATA STREET NORTHEAST, IN THE TOP OF THE APPROXIMATE
 AM0031'CENTER OF THE NORTHEAST CONCRETE HEAD WALL OF A 4- BY 9-FOOT CONCRETE
 AM0031'BOX CULVERT UNDER THE HIGHWAY, 53 FEET NORTHEAST OF THE CENTER LINE OF
 AM0031'THE NORTHEAST LANES OF THE HIGHWAY, 25 FEET NORTHWEST OF THE CENTER
 AM0031'LINE OF ZAPATA STREET, 4.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AM0031'HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 AM0031
 AM0031                          STATION RECOVERY (1977)
 AM0031
 AM0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0031'RECOVERED IN GOOD CONDITION.
 AM0031
 AM0031                          STATION RECOVERY (1978)
 AM0031
 AM0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0031'RECOVERED IN GOOD CONDITION.
 AM0031
 AM0031                          STATION RECOVERY (1978)
 AM0031
 AM0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0165 ***********************************************************************
 AZ0165  DESIGNATION -  A 80
 AZ0165  PID         -  AZ0165
 AZ0165  STATE/COUNTY-  TX/VAL VERDE
 AZ0165  USGS QUAD   -  DEL RIO NW (1972)
 AZ0165
 AZ0165                         *CURRENT SURVEY CONTROL
 AZ0165  ___________________________________________________________________
 AZ0165* NAD 83(1986)-  29 29 19.     (N)    100 54 32.     (W)     SCALED    
 AZ0165* NAVD 88     -       363.059  (meters)    1191.14   (feet)  POSTED    
 AZ0165  ___________________________________________________________________
 AZ0165  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0165  DYNAMIC HT  -         362.530 (meters)    1189.40  (feet)  COMP
 AZ0165  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AZ0165
 AZ0165  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0165
 AZ0165.The horizontal coordinates were scaled from a topographic map and have
 AZ0165.an estimated accuracy of +/- 6 seconds.
 AZ0165
 AZ0165.The orthometric height was determined by differential leveling
 AZ0165.and adjusted by the National Geodetic Survey in 1992..
 AZ0165.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0165.rate of 0.0 thru 1.0 mm/km.
 AZ0165
 AZ0165.The geoid height was determined by GEOID03.
 AZ0165
 AZ0165.The dynamic height is computed by dividing the NAVD 88
 AZ0165.geopotential number by the normal gravity value computed on the
 AZ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0165.degrees latitude (g = 980.6199 gals.).
 AZ0165
 AZ0165.The modeled gravity was interpolated from observed gravity values.
 AZ0165
 AZ0165;                    North         East    Units  Estimated Accuracy
 AZ0165;SPC TXSC     - 4,184,960.      414,910.      MT  (+/- 180 meters Scaled)
 AZ0165
 AZ0165                          SUPERSEDED SURVEY CONTROL
 AZ0165
 AZ0165  NGVD 29 (??/??/92)  363.022  (m)         1191.01   (f) ADJ UNCH    1 2
 AZ0165
 AZ0165.Superseded values are not recommended for survey control.
 AZ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0165.See file dsdata.txt to determine how the superseded data were derived.
 AZ0165
 AZ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT149636(NAD 83)
 AZ0165_MARKER: DB = BENCH MARK DISK
 AZ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0165_STAMPING: A 80 1931 1191.015
 AZ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0165+STABILITY: SURFACE MOTION
 AZ0165
 AZ0165  HISTORY     - Date     Condition        Report By
 AZ0165  HISTORY     - 1931     MONUMENTED       CGS
 AZ0165  HISTORY     - 1963     GOOD             NGS
 AZ0165  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0165  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0165
 AZ0165                          STATION DESCRIPTION
 AZ0165
 AZ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AZ0165'9.2 MI N FROM DEL RIO.
 AZ0165'9.2 MILES NORTH ALONG U. S. HIGHWAY 277 FROM DEL RIO, VAL VERDE,
 AZ0165'COUNTY, AT THE TOP OF A LONG STEEP HILL, 45.9 FEET WEST OF THE
 AZ0165'HIGHWAY, AND AT A FENCE.  A STANDARD DISK, STAMPED 1191.015 A 80 1931
 AZ0165'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 AZ0165'GROUND.  TO REACH FROM THE JUNCTION OF U. S. HIGHWAYS 90, 277 AND 377
 AZ0165'AT THE NORTH END OF THE OVERPASS IN DEL RIO, GO NORTH 4.4 MILES ALONG
 AZ0165'THE HIGHWAY TO WHERE U. S. HIGHWAY 90 LEAVES U. S. HIGHWAYS 277 AND
 AZ0165'377, THENCE NORTH 4.3 MILES ALONG U. S. HIGHWAYS 277 AND 377 TO SITE
 AZ0165'OF BENCH MARK, 30 FEET EAST OF THE WEST ROAD RIGHT-OF-WAY FENCE AND AT
 AZ0165'TEXAS HIGHWAY DEPARTMENT STATION 203.  A STANDARD DISK SET IN A
 AZ0165'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 AZ0165
 AZ0165                          STATION RECOVERY (1972)
 AZ0165
 AZ0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0165'MARK NOT FOUND.
 AZ0165
 AZ0165                          STATION RECOVERY (1981)
 AZ0165
 AZ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0165'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4159 ***********************************************************************
 AW4159  DESIGNATION -  A 801
 AW4159  PID         -  AW4159
 AW4159  STATE/COUNTY-  TX/BRAZORIA
 AW4159  USGS QUAD   -  DAMON (1980)
 AW4159
 AW4159                         *CURRENT SURVEY CONTROL
 AW4159  ___________________________________________________________________
 AW4159* NAD 83(1986)-  29 16 37.     (N)    095 43 20.     (W)     SCALED    
 AW4159* NAVD 88     -        20.91   (+/-2cm)      68.6    (feet)  VERTCON   
 AW4159  ___________________________________________________________________
 AW4159  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW4159
 AW4159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4159
 AW4159.The horizontal coordinates were scaled from a topographic map and have
 AW4159.an estimated accuracy of +/- 6 seconds.
 AW4159
 AW4159.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4159.The vertical order pertains to the NGVD 29 superseded value.
 AW4159
 AW4159.The geoid height was determined by GEOID03.
 AW4159
 AW4159;                    North         East    Units  Estimated Accuracy
 AW4159;SPC TXSC     - 4,164,450.      918,440.      MT  (+/- 180 meters Scaled)
 AW4159
 AW4159                          SUPERSEDED SURVEY CONTROL
 AW4159
 AW4159  NGVD 29 (??/??/92)   20.909  (m)           68.60   (f) ADJ UNCH    2 0
 AW4159
 AW4159.Superseded values are not recommended for survey control.
 AW4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4159.See file dsdata.txt to determine how the superseded data were derived.
 AW4159
 AW4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN355417(NAD 83)
 AW4159_MARKER: DB = BENCH MARK DISK
 AW4159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4159_STAMPING: A 801 1943
 AW4159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4159+STABILITY: SURFACE MOTION
 AW4159
 AW4159  HISTORY     - Date     Condition        Report By
 AW4159  HISTORY     - 1943     MONUMENTED       CGS
 AW4159  HISTORY     - 1973     GOOD             NGS
 AW4159  HISTORY     - 1987     GOOD             USPSQD
 AW4159  HISTORY     - 1988     GOOD             USPSQD
 AW4159  HISTORY     - 1989     GOOD             USPSQD
 AW4159  HISTORY     - 19940416 GOOD             USPSQD
 AW4159  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 AW4159
 AW4159                          STATION DESCRIPTION
 AW4159
 AW4159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4159'1.1 MI SE FROM DAMON.
 AW4159'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 AW4159'MULCAHY STREET AT DAMON, AT THE JUNCTION OF COUNTY ROAD 18, 49 FEET
 AW4159'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 119 FEET SOUTH OF THE
 AW4159'CENTER LINE OF THE ROAD, 11 FEET SOUTHEAST OF THE EXTENDED CENTER LINE
 AW4159'OF A DRIVEWAY TO A BRICK HOUSE, 105 FEET SOUTHEAST OF THE WEST END OF
 AW4159'THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT UNDER THE ROAD, 7 FEET
 AW4159'NORTH-NORTHWEST OF POWER POLE 3-31 WITH TRANSFORMER AND GUY WIRE, 1.0
 AW4159'FOOT NORTHEAST OF A FENCE, 1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT
 AW4159'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AW4159'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW4159
 AW4159                          STATION RECOVERY (1987)
 AW4159
 AW4159'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4159'RECOVERED IN GOOD CONDITION.
 AW4159
 AW4159                          STATION RECOVERY (1988)
 AW4159
 AW4159'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4159'RECOVERED IN GOOD CONDITION.
 AW4159
 AW4159                          STATION RECOVERY (1989)
 AW4159
 AW4159'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4159'RECOVERED IN GOOD CONDITION.
 AW4159
 AW4159                          STATION RECOVERY (1994)
 AW4159
 AW4159'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4159'RECOVERED IN GOOD CONDITION.
 AW4159
 AW4159                          STATION RECOVERY (2004)
 AW4159
 AW4159'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4210 ***********************************************************************
 AW4210  DESIGNATION -  A 802
 AW4210  PID         -  AW4210
 AW4210  STATE/COUNTY-  TX/FORT BEND
 AW4210  USGS QUAD   -  GUY (1980)
 AW4210
 AW4210                         *CURRENT SURVEY CONTROL
 AW4210  ___________________________________________________________________
 AW4210* NAD 83(1986)-  29 16 30.     (N)    095 52 06.     (W)     SCALED    
 AW4210* NAVD 88     -        20.24   (+/-2cm)      66.4    (feet)  VERTCON   
 AW4210  ___________________________________________________________________
 AW4210  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW4210
 AW4210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4210
 AW4210.The horizontal coordinates were scaled from a topographic map and have
 AW4210.an estimated accuracy of +/- 6 seconds.
 AW4210
 AW4210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4210.The vertical order pertains to the NGVD 29 superseded value.
 AW4210
 AW4210.The geoid height was determined by GEOID03.
 AW4210
 AW4210;                    North         East    Units  Estimated Accuracy
 AW4210;SPC TXSC     - 4,163,850.      904,260.      MT  (+/- 180 meters Scaled)
 AW4210
 AW4210                          SUPERSEDED SURVEY CONTROL
 AW4210
 AW4210  NGVD 29 (??/??/92)   20.243  (m)           66.41   (f) ADJ UNCH    2 0
 AW4210
 AW4210.Superseded values are not recommended for survey control.
 AW4210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4210.See file dsdata.txt to determine how the superseded data were derived.
 AW4210
 AW4210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN213418(NAD 83)
 AW4210_MARKER: DB = BENCH MARK DISK
 AW4210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4210_STAMPING: A 802 1943
 AW4210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4210+STABILITY: SURFACE MOTION
 AW4210
 AW4210  HISTORY     - Date     Condition        Report By
 AW4210  HISTORY     - 1943     MONUMENTED       CGS
 AW4210
 AW4210                          STATION DESCRIPTION
 AW4210
 AW4210'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4210'7.0 MI SW FROM GUY.
 AW4210'TO REACH FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE
 AW4210'SANTA FE RAILROAD AT GUY.  PROCEED SOUTHWESTERLY 7.0 MILES ALONG THE
 AW4210'SANTA FE RAILROAD TO MILE POST NO. 11 AND SITE OF BENCH MARK.  BENCH
 AW4210'MARK IS ABOUT 0.7 MILE NORTHEAST OF THE RAILROAD BRIDGE OVER THE SAN
 AW4210'BERNARD RIVER, 110.0 FEET EAST OF MILE POST NO. 11, 58.0 FEET
 AW4210'SOUTHEAST OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE TRACK, 3.0
 AW4210'FEET SOUTHWEST OF A 4 BY 4 INCH WOODEN MARKER POST, 2.0 FEET NORTHWEST
 AW4210'OF RIGHT-OF-WAY FENCE AND AT SECTION MARKER OF SECTIONS 10 AND 11.
 AW4210'MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST. NOTE--
 AW4210'(ALSO 4.4 MILES NORTHEAST OF RAILROAD CROSSING AT NEW GULF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4083 ***********************************************************************
 AW4083  DESIGNATION -  A 803
 AW4083  PID         -  AW4083
 AW4083  STATE/COUNTY-  TX/BRAZORIA
 AW4083  USGS QUAD   -  ROSHARON (1974)
 AW4083
 AW4083                         *CURRENT SURVEY CONTROL
 AW4083  ___________________________________________________________________
 AW4083* NAD 83(1986)-  29 18 09.     (N)    095 27 07.     (W)     SCALED    
 AW4083* NAVD 88     -        14.10   (+/-2cm)      46.3    (feet)  VERTCON   
 AW4083  ___________________________________________________________________
 AW4083  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW4083
 AW4083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4083
 AW4083.The horizontal coordinates were scaled from a topographic map and have
 AW4083.an estimated accuracy of +/- 6 seconds.
 AW4083
 AW4083.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4083.The vertical order pertains to the NGVD 29 superseded value.
 AW4083
 AW4083.The geoid height was determined by GEOID03.
 AW4083
 AW4083;                    North         East    Units  Estimated Accuracy
 AW4083;SPC TXSC     - 4,168,050.      944,610.      MT  (+/- 180 meters Scaled)
 AW4083
 AW4083                          SUPERSEDED SURVEY CONTROL
 AW4083
 AW4083  NGVD 29 (??/??/92)   14.10   (m)           46.3    (f) COMPUTED    2 0
 AW4083
 AW4083.Superseded values are not recommended for survey control.
 AW4083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4083.See file dsdata.txt to determine how the superseded data were derived.
 AW4083
 AW4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN618439(NAD 83)
 AW4083_MARKER: DB = BENCH MARK DISK
 AW4083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4083_SP_SET: CULVERT
 AW4083_STAMPING: A 803 1943
 AW4083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4083
 AW4083  HISTORY     - Date     Condition        Report By
 AW4083  HISTORY     - 1943     MONUMENTED       CGS
 AW4083
 AW4083                          STATION DESCRIPTION
 AW4083
 AW4083'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4083'0.9 MI S FROM BONNEY.
 AW4083'TO REACH FROM THE GENERAL STORE AT BONNEY.  PROCEED SOUTHERLY 0.9 MILE
 AW4083'ALONG STATE HIGHWAY NO. 288 TO THE INTERSECTION OF THE RAMSEY STATE
 AW4083'PRISON FARM GRAVELED ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 85.0
 AW4083'FEET EAST OF THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD BRIDGE
 AW4083'NO. 33.2, 77.0 FEET SOUTH OF THE INTERSECTION OF THE PRISON ROAD, 20.0
 AW4083'FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF STATE
 AW4083'HIGHWAY NO. 288 AND IS SET HORIZONTALLY IN THE TOP CENTER OF THE WEST
 AW4083'HEADWALL OF A DOUBLE - ARCH CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4084 ***********************************************************************
 AW4084  DESIGNATION -  A 803 RESET 1958
 AW4084  PID         -  AW4084
 AW4084  STATE/COUNTY-  TX/BRAZORIA
 AW4084  USGS QUAD   -  ROSHARON (1974)
 AW4084
 AW4084                         *CURRENT SURVEY CONTROL
 AW4084  ___________________________________________________________________
 AW4084* NAD 83(1986)-  29 18 09.     (N)    095 27 07.     (W)     SCALED    
 AW4084* NAVD 88     -        13.94   (+/-2cm)      45.7    (feet)  VERTCON   
 AW4084  ___________________________________________________________________
 AW4084  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW4084
 AW4084  VERT ORDER  -  THIRD (See Below)
 AW4084
 AW4084.The horizontal coordinates were scaled from a topographic map and have
 AW4084.an estimated accuracy of +/- 6 seconds.
 AW4084
 AW4084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4084.The vertical order pertains to the NGVD 29 superseded value.
 AW4084
 AW4084.The geoid height was determined by GEOID03.
 AW4084
 AW4084;                    North         East    Units  Estimated Accuracy
 AW4084;SPC TXSC     - 4,168,050.      944,610.      MT  (+/- 180 meters Scaled)
 AW4084
 AW4084                          SUPERSEDED SURVEY CONTROL
 AW4084
 AW4084  NGVD 29 (??/??/??)   13.94   (m)           45.7    (f) RESET       3  
 AW4084
 AW4084.Superseded values are not recommended for survey control.
 AW4084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4084.See file dsdata.txt to determine how the superseded data were derived.
 AW4084
 AW4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN618439(NAD 83)
 AW4084_MARKER: DB = BENCH MARK DISK
 AW4084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4084_SP_SET: CULVERT
 AW4084_STAMPING: A 803 RESET 1958
 AW4084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4084
 AW4084  HISTORY     - Date     Condition        Report By
 AW4084  HISTORY     - 1958     MONUMENTED       TXHD
 AW4084
 AW4084                          STATION DESCRIPTION
 AW4084
 AW4084'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AW4084'0.9 MI S FROM BONNEY.
 AW4084'0.9 MILE SOUTH ALONG STATE HIGHWAY 288 FROM THE GENERAL STORE AT
 AW4084'BONNEY, TO THE INTERSECTION OF THE RAMSEY STATE PRISON FARM GRAVELED
 AW4084'ROAD.  87 FEET EAST OF THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD
 AW4084'BRIDGE NO. 33.2, 77 FEET SOUTH OF THE INTERSECTION OF THE PRISON ROAD,
 AW4084'26 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AW4084'STATE HIGHWAY 288, AND SET IN THE TOP OF THE SOUTH END OF THE WEST
 AW4084'HEADWALL OF A 2 X 4 FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0552 ***********************************************************************
 BM0552  DESIGNATION -  A 804
 BM0552  PID         -  BM0552
 BM0552  STATE/COUNTY-  TX/TRAVIS
 BM0552  USGS QUAD   -  AUSTIN EAST (1988)
 BM0552
 BM0552                         *CURRENT SURVEY CONTROL
 BM0552  ___________________________________________________________________
 BM0552* NAD 83(1986)-  30 18 22.     (N)    097 38 00.     (W)     SCALED    
 BM0552* NAVD 88     -       176.98   (+/-2cm)     580.6    (feet)  VERTCON   
 BM0552  ___________________________________________________________________
 BM0552  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BM0552
 BM0552  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0552
 BM0552.The horizontal coordinates were scaled from a topographic map and have
 BM0552.an estimated accuracy of +/- 6 seconds.
 BM0552
 BM0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0552.The vertical order pertains to the NGVD 29 superseded value.
 BM0552
 BM0552.The geoid height was determined by GEOID03.
 BM0552
 BM0552;                    North         East    Units  Estimated Accuracy
 BM0552;SPC TX C     - 3,074,040.      959,670.      MT  (+/- 180 meters Scaled)
 BM0552
 BM0552                          SUPERSEDED SURVEY CONTROL
 BM0552
 BM0552  NGVD 29 (??/??/92)  176.886  (m)          580.33   (f) ADJ UNCH    1 2
 BM0552
 BM0552.Superseded values are not recommended for survey control.
 BM0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0552.See file dsdata.txt to determine how the superseded data were derived.
 BM0552
 BM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU314534(NAD 83)
 BM0552_MARKER: DB = BENCH MARK DISK
 BM0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0552_STAMPING: A 804 1953
 BM0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0552+STABILITY: SURFACE MOTION
 BM0552
 BM0552  HISTORY     - Date     Condition        Report By
 BM0552  HISTORY     - 1953     MONUMENTED       CGS
 BM0552  HISTORY     - 19860619 MARK NOT FOUND   USGS
 BM0552  HISTORY     - 1990     GOOD             USPSQD
 BM0552  HISTORY     - 19910222 GOOD             USPSQD
 BM0552  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0552  HISTORY     - 20030308 GOOD             USPSQD
 BM0552
 BM0552                          STATION DESCRIPTION
 BM0552
 BM0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0552'8.8 MI E FROM AUSTIN.
 BM0552'8.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0552'STATION AT AUSTIN, 14 FEET SOUTHWEST OF MILEPOST 106, 28 FEET SOUTH OF
 BM0552'THE SOUTH RAIL, 1.3 FEET NORTH OF A FENCE, 2.7 FEET EAST OF A WITNESS
 BM0552'POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 BM0552'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BM0552
 BM0552                          STATION RECOVERY (1986)
 BM0552
 BM0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0552'MARK NOT FOUND.
 BM0552
 BM0552                          STATION RECOVERY (1990)
 BM0552
 BM0552'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWH)
 BM0552'RECOVERED IN GOOD CONDITION.
 BM0552
 BM0552                          STATION RECOVERY (1991)
 BM0552
 BM0552'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0552'RECOVERED IN GOOD CONDITION.
 BM0552
 BM0552                          STATION RECOVERY (1999)
 BM0552
 BM0552'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0552'MARK NOT FOUND.
 BM0552
 BM0552                          STATION RECOVERY (2003)
 BM0552
 BM0552'RECOVERY NOTE BY US POWER SQUADRON 2003 (MDS)
 BM0552'8.8 MI. EAST ALONG THE CAPITOL METRO TRANSIT AUTHORITY TRACKS
 BM0552'(FORMERLY TEXAS AND NEW ORLEANS RR) FROM THE STATION IN AUSTIN.  4
 BM0552'FEET (NOT 14) SOUTHWEST OF MILEPOST 106, 30 FEET SOUTH OF THE SOUTH
 BM0552'RAIL, 1.3 FEET NORTH OF A FENCE, 2.7 FEET EAST OF A WITNESS POST, 4
 BM0552'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 BM0552'WHICH PROJECTS 1 FOOT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4704 ***********************************************************************
 AW4704  DESIGNATION -  A 804 RESET
 AW4704  PID         -  AW4704
 AW4704  STATE/COUNTY-  TX/FORT BEND
 AW4704  USGS QUAD   -  ORCHARD (1980)
 AW4704
 AW4704                         *CURRENT SURVEY CONTROL
 AW4704  ___________________________________________________________________
 AW4704* NAD 83(1986)-  29 36 47.     (N)    095 58 30.     (W)     SCALED    
 AW4704* NAVD 88     -        38.297  (meters)     125.65   (feet)  ADJUSTED  
 AW4704  ___________________________________________________________________
 AW4704  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW4704  DYNAMIC HT  -          38.244 (meters)     125.47  (feet)  COMP
 AW4704  MODELED GRAV-     979,267.0   (mgal)                       NAVD 88
 AW4704
 AW4704  VERT ORDER  -  FIRST     CLASS II
 AW4704
 AW4704.The horizontal coordinates were scaled from a topographic map and have
 AW4704.an estimated accuracy of +/- 6 seconds.
 AW4704
 AW4704.The orthometric height was determined by differential leveling
 AW4704.and adjusted by the National Geodetic Survey in June 1991..
 AW4704
 AW4704.The geoid height was determined by GEOID03.
 AW4704
 AW4704.The dynamic height is computed by dividing the NAVD 88
 AW4704.geopotential number by the normal gravity value computed on the
 AW4704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4704.degrees latitude (g = 980.6199 gals.).
 AW4704
 AW4704.The modeled gravity was interpolated from observed gravity values.
 AW4704
 AW4704;                    North         East    Units  Estimated Accuracy
 AW4704;SPC TXSC     - 4,201,030.      892,930.      MT  (+/- 180 meters Scaled)
 AW4704
 AW4704                          SUPERSEDED SURVEY CONTROL
 AW4704
 AW4704  NGVD 29 (12/23/87)   38.292  (m)          125.63   (f) ADJUSTED    1 2
 AW4704
 AW4704.Superseded values are not recommended for survey control.
 AW4704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4704.See file dsdata.txt to determine how the superseded data were derived.
 AW4704
 AW4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN118796(NAD 83)
 AW4704_MARKER: DB = BENCH MARK DISK
 AW4704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4704_SP_SET: CONCRETE POST
 AW4704_STAMPING: A 804 RESET 1963
 AW4704_MARK LOGO: CGS   
 AW4704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4704+STABILITY: SURFACE MOTION
 AW4704
 AW4704  HISTORY     - Date     Condition        Report By
 AW4704  HISTORY     - 1963     MONUMENTED       CGS
 AW4704  HISTORY     - 1987     GOOD             NGS
 AW4704  HISTORY     - 1990     GOOD             USPSQD
 AW4704  HISTORY     - 19971122 GOOD             USPSQD
 AW4704
 AW4704                          STATION DESCRIPTION
 AW4704
 AW4704'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW4704'0.95 MI N FROM ORCHARD.
 AW4704'ABOUT 0.4 MILE NORTH ALONG A BLACK-TOP ROAD FROM THE SANTA FE RAILWAY
 AW4704'STATION IN ORCHARD, FORT BEND COUNTY, THENCE 0.3 MILE WEST, THENCE
 AW4704'0.25 MILE NORTH ALONG A FARM-TO-MARKET ROAD TO BENCH MARK ON THE LEFT
 AW4704'SIDE OF ROAD.  50 FEET WEST OF THE CENTER LINE OF ROAD, 170 FEET EAST
 AW4704'OF A METAL BARN, 30 FEET NORTH OF THE CENTER OF A GATE AND 1 FOOT EAST
 AW4704'OF A METAL WITNESS POST.  A STANDARD DISK STAMPED A 804 RESET 1963, IS
 AW4704'SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 AW4704'GROUND.
 AW4704
 AW4704                          STATION RECOVERY (1987)
 AW4704
 AW4704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4704'RECOVERED IN GOOD CONDITION. THE 1963 DESCRIPTION IS ADEQUATE EXCEPT
 AW4704'ADD--ALSO 1.0 KM (0.65 MI) NORTH ALONG FM 1489 FROM THE JUNCTION OF
 AW4704'STATE HIGHWAY 36 IN ORCHARD.
 AW4704
 AW4704                          STATION RECOVERY (1990)
 AW4704
 AW4704'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4704'RECOVERED IN GOOD CONDITION.
 AW4704
 AW4704                          STATION RECOVERY (1997)
 AW4704
 AW4704'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4720 ***********************************************************************
 AW4720  DESIGNATION -  A 805
 AW4720  PID         -  AW4720
 AW4720  STATE/COUNTY-  TX/FORT BEND
 AW4720  USGS QUAD   -  SUGAR LAND (1995)
 AW4720
 AW4720                         *CURRENT SURVEY CONTROL
 AW4720  ___________________________________________________________________
 AW4720* NAD 83(1986)-  29 36 42.     (N)    095 39 08.     (W)     SCALED    
 AW4720* NAVD 88     -        23.636  (meters)      77.55   (feet)  ADJUSTED  
 AW4720  ___________________________________________________________________
 AW4720  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW4720  DYNAMIC HT  -          23.603 (meters)      77.44  (feet)  COMP
 AW4720  MODELED GRAV-     979,269.7   (mgal)                       NAVD 88
 AW4720
 AW4720  VERT ORDER  -  FIRST     CLASS II
 AW4720
 AW4720.The horizontal coordinates were scaled from a topographic map and have
 AW4720.an estimated accuracy of +/- 6 seconds.
 AW4720
 AW4720.The orthometric height was determined by differential leveling
 AW4720.and adjusted by the National Geodetic Survey in June 1991..
 AW4720
 AW4720.The geoid height was determined by GEOID03.
 AW4720
 AW4720.The dynamic height is computed by dividing the NAVD 88
 AW4720.geopotential number by the normal gravity value computed on the
 AW4720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4720.degrees latitude (g = 980.6199 gals.).
 AW4720
 AW4720.The modeled gravity was interpolated from observed gravity values.
 AW4720
 AW4720;                    North         East    Units  Estimated Accuracy
 AW4720;SPC TXSC     - 4,201,730.      924,180.      MT  (+/- 180 meters Scaled)
 AW4720
 AW4720                          SUPERSEDED SURVEY CONTROL
 AW4720
 AW4720  NGVD 29 (12/23/87)   23.631  (m)           77.53   (f) ADJUSTED    1 2
 AW4720
 AW4720.Superseded values are not recommended for survey control.
 AW4720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4720.See file dsdata.txt to determine how the superseded data were derived.
 AW4720
 AW4720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN431786(NAD 83)
 AW4720_MARKER: DB = BENCH MARK DISK
 AW4720_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW4720_SP_SET: BRIDGE ABUTMENT
 AW4720_STAMPING: A 805 1943
 AW4720_MARK LOGO: CGS   
 AW4720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4720+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW4720
 AW4720  HISTORY     - Date     Condition        Report By
 AW4720  HISTORY     - 1943     MONUMENTED       CGS
 AW4720  HISTORY     - 1973     GOOD             NGS
 AW4720  HISTORY     - 1976     POOR             USGS
 AW4720  HISTORY     - 1987     GOOD             USPSQD
 AW4720  HISTORY     - 1987     GOOD             NGS
 AW4720  HISTORY     - 1988     GOOD             USPSQD
 AW4720  HISTORY     - 1990     GOOD             USPSQD
 AW4720  HISTORY     - 1990     GOOD             USPSQD
 AW4720  HISTORY     - 19931204 GOOD             USPSQD
 AW4720  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4720  HISTORY     - 20040329 GOOD             USPSQD
 AW4720
 AW4720                          STATION DESCRIPTION
 AW4720
 AW4720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4720'1.15 MI W FROM SUGAR LAND.
 AW4720'1.15 MILES WEST ALONG U.S. HIGHWAY 90 ALT. FROM THE JUNCTION OF STATE
 AW4720'HIGHWAY SPUR 58 AT SUGAR LAND, 0.45 MILE WEST OF THE JUNCTION OF STATE
 AW4720'HIGHWAY 6, AT A BRIDGE OVER A DRAIN DITCH, IN THE TOP AND 0.7 FOOT
 AW4720'NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE EASTBOUND
 AW4720'LANES BRIDGE, 17 1/2 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 AW4720'LANES OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 AW4720
 AW4720                          STATION RECOVERY (1976)
 AW4720
 AW4720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW4720'MARK RECOVERED IN POOR CONDITION.
 AW4720
 AW4720                          STATION RECOVERY (1987)
 AW4720
 AW4720'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW4720'RECOVERED IN GOOD CONDITION.
 AW4720
 AW4720                          STATION RECOVERY (1987)
 AW4720
 AW4720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4720'RECOVERED IN GOOD CONDITION.
 AW4720
 AW4720                          STATION RECOVERY (1988)
 AW4720
 AW4720'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4720'RECOVERED IN GOOD CONDITION.
 AW4720
 AW4720                          STATION RECOVERY (1990)
 AW4720
 AW4720'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW4720'RECOVERED IN GOOD CONDITION.
 AW4720
 AW4720                          STATION RECOVERY (1990)
 AW4720
 AW4720'RECOVERY NOTE BY US POWER SQUADRON 1990 (BA)
 AW4720'RECOVERED IN GOOD CONDITION.
 AW4720
 AW4720                          STATION RECOVERY (1993)
 AW4720
 AW4720'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4720'RECOVERED IN GOOD CONDITION.
 AW4720
 AW4720                          STATION RECOVERY (1998)
 AW4720
 AW4720'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4720'MARK NOT FOUND.
 AW4720
 AW4720                          STATION RECOVERY (2004)
 AW4720
 AW4720'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4720'GO TO N29 36 46.6 W095 39 08.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0404 ***********************************************************************
 BM0404  DESIGNATION -  A 805
 BM0404  PID         -  BM0404
 BM0404  STATE/COUNTY-  TX/BASTROP
 BM0404  USGS QUAD   -  ELGIN EAST (1982)
 BM0404
 BM0404                         *CURRENT SURVEY CONTROL
 BM0404  ___________________________________________________________________
 BM0404* NAD 83(1986)-  30 18 54.     (N)    097 21 43.     (W)     SCALED    
 BM0404* NAVD 88     -       155.71   (+/-2cm)     510.9    (feet)  VERTCON   
 BM0404  ___________________________________________________________________
 BM0404  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0404
 BM0404  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0404
 BM0404.The horizontal coordinates were scaled from a topographic map and have
 BM0404.an estimated accuracy of +/- 6 seconds.
 BM0404
 BM0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0404.The vertical order pertains to the NGVD 29 superseded value.
 BM0404
 BM0404.The geoid height was determined by GEOID03.
 BM0404
 BM0404;                    North         East    Units  Estimated Accuracy
 BM0404;SPC TX C     - 3,075,690.      985,740.      MT  (+/- 180 meters Scaled)
 BM0404
 BM0404                          SUPERSEDED SURVEY CONTROL
 BM0404
 BM0404  NGVD 29 (??/??/92)  155.638  (m)          510.62   (f) ADJ UNCH    1 2
 BM0404
 BM0404.Superseded values are not recommended for survey control.
 BM0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0404.See file dsdata.txt to determine how the superseded data were derived.
 BM0404
 BM0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU574548(NAD 83)
 BM0404_MARKER: DB = BENCH MARK DISK
 BM0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0404_STAMPING: A 805 1953
 BM0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0404+STABILITY: SURFACE MOTION
 BM0404
 BM0404  HISTORY     - Date     Condition        Report By
 BM0404  HISTORY     - 1953     MONUMENTED       CGS
 BM0404  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0404  HISTORY     - 20040306 POOR             USPSQD
 BM0404
 BM0404                          STATION DESCRIPTION
 BM0404
 BM0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0404'2.3 MI SE FROM ELGIN.
 BM0404'2.3 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0404'THE STATION AT ELGIN, 25.3 FEET SOUTHEAST OF THE 1ST POLE SOUTHEAST OF
 BM0404'MILEPOST 937, 38.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 35 FEET
 BM0404'SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 0.25 MILE NORTHWEST
 BM0404'OF A GRAVELED ROAD CROSSING, 3 FEET NORTHWEST OF A WITNESS POST, SET
 BM0404'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BM0404'GROUND.
 BM0404
 BM0404                          STATION RECOVERY (1999)
 BM0404
 BM0404'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0404'MARK NOT FOUND.
 BM0404
 BM0404                          STATION RECOVERY (2004)
 BM0404
 BM0404'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0404'LOCATED IN HEAVY BRUSH. CONCRETE POST LEANS AT SEVERE ANGLE. ROAD IS
 BM0404'NOW PAVED. MARK IS ABOUT .1 MILE SOUTH OF THE POINT WHERE HIGH VOLTAGE
 BM0404'OVERHEAD TRANSMISSION LINES CROSS THE TRACKS.  A MORE ACCURATE
 BM0404'POSITION BY CONSUMER GPS IS N30 19 01 AND W97 21 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2168 ***********************************************************************
 AW2168  DESIGNATION -  A 806
 AW2168  PID         -  AW2168
 AW2168  STATE/COUNTY-  TX/FORT BEND
 AW2168  USGS QUAD   -  KATY (1980)
 AW2168
 AW2168                         *CURRENT SURVEY CONTROL
 AW2168  ___________________________________________________________________
 AW2168* NAD 83(1986)-  29 46 21.     (N)    095 49 05.     (W)     SCALED    
 AW2168* NAVD 88     -        41.14   (+/-2cm)     135.0    (feet)  VERTCON   
 AW2168  ___________________________________________________________________
 AW2168  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW2168
 AW2168  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2168
 AW2168.The horizontal coordinates were scaled from a topographic map and have
 AW2168.an estimated accuracy of +/- 6 seconds.
 AW2168
 AW2168.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2168.The vertical order pertains to the NGVD 29 superseded value.
 AW2168
 AW2168.The geoid height was determined by GEOID03.
 AW2168
 AW2168;                    North         East    Units  Estimated Accuracy
 AW2168;SPC TXSC     - 4,219,100.      907,640.      MT  (+/- 180 meters Scaled)
 AW2168
 AW2168                          SUPERSEDED SURVEY CONTROL
 AW2168
 AW2168  NGVD 29 (04/06/79)   41.125  (m)          134.92   (f) ADJUSTED    1 2
 AW2168
 AW2168.Superseded values are not recommended for survey control.
 AW2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2168.See file dsdata.txt to determine how the superseded data were derived.
 AW2168
 AW2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN275969(NAD 83)
 AW2168_MARKER: DB = BENCH MARK DISK
 AW2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2168_STAMPING: A 806 1943
 AW2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2168+STABILITY: SURFACE MOTION
 AW2168
 AW2168  HISTORY     - Date     Condition        Report By
 AW2168  HISTORY     - 1943     MONUMENTED       CGS
 AW2168  HISTORY     - 1973     GOOD             NGS
 AW2168  HISTORY     - 1978     GOOD             NGS
 AW2168  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2168  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2168  HISTORY     - 20031213 MARK NOT FOUND   GEOCAC
 AW2168
 AW2168                          STATION DESCRIPTION
 AW2168
 AW2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2168'0.95 MI S FROM KATY.
 AW2168'0.95 MILE SOUTH ALONG PIN OAK ROAD FROM THE MISSOURI, KANSAS-TEXAS
 AW2168'RAILROAD STATION AT KATY, 0.3 MILE SOUTH OF THE SOUTH END OF AN
 AW2168'OVERPASS OVER INTERSTATE HIGHWAY 10, 31 FEET EAST OF THE CENTER LINE
 AW2168'OF THE ROAD, 96.6 FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM THE
 AW2168'NORTHEAST CORNER OF NATURAL GAS PIPE LINE COMPANY BUILDING, 40 FEET
 AW2168'NORTH OF THE EXTENDED CENTER LINE OF A SHORT ROAD WEST TO A SMALL
 AW2168'BUILDING, 3 1/2 FEET NORTHEAST OF A POWER POLE, 0.8 FOOT EAST OF A
 AW2168'FENCE, 1.2 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 AW2168'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 AW2168'THE GROUND.
 AW2168
 AW2168                          STATION RECOVERY (1978)
 AW2168
 AW2168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2168'RECOVERED IN GOOD CONDITION.
 AW2168
 AW2168                          STATION RECOVERY (1986)
 AW2168
 AW2168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2168'NOT RECOVERED.
 AW2168
 AW2168                          STATION RECOVERY (1994)
 AW2168
 AW2168'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2168'MARK NOT FOUND.
 AW2168
 AW2168                          STATION RECOVERY (2003)
 AW2168
 AW2168'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AW2168'APPEARS THAT MARKER SHOULD BE LOCATED IN WHAT IS NOW THE CENTER OF THE
 AW2168'NORTHBOUND TWO LANES OF PIN OAK ROAD.  NO ROAD WEST, NO WITNESS POST,
 AW2168'NO FENCELINE EXIST ANYMORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4651 ***********************************************************************
 AW4651  DESIGNATION -  A 807
 AW4651  PID         -  AW4651
 AW4651  STATE/COUNTY-  TX/FORT BEND
 AW4651  USGS QUAD   -  FULSHEAR (1980)
 AW4651
 AW4651                         *CURRENT SURVEY CONTROL
 AW4651  ___________________________________________________________________
 AW4651* NAD 83(1986)-  29 43 33.     (N)    095 55 35.     (W)     SCALED    
 AW4651* NAVD 88     -        46.30   (+/-2cm)     151.9    (feet)  VERTCON   
 AW4651  ___________________________________________________________________
 AW4651  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4651
 AW4651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4651
 AW4651.The horizontal coordinates were scaled from a topographic map and have
 AW4651.an estimated accuracy of +/- 6 seconds.
 AW4651
 AW4651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4651.The vertical order pertains to the NGVD 29 superseded value.
 AW4651
 AW4651.The geoid height was determined by GEOID03.
 AW4651
 AW4651;                    North         East    Units  Estimated Accuracy
 AW4651;SPC TXSC     - 4,213,650.      897,310.      MT  (+/- 180 meters Scaled)
 AW4651
 AW4651                          SUPERSEDED SURVEY CONTROL
 AW4651
 AW4651  NGVD 29 (??/??/92)   46.295  (m)          151.89   (f) ADJ UNCH    2 0
 AW4651
 AW4651.Superseded values are not recommended for survey control.
 AW4651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4651.See file dsdata.txt to determine how the superseded data were derived.
 AW4651
 AW4651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN169919(NAD 83)
 AW4651_MARKER: DB = BENCH MARK DISK
 AW4651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4651_STAMPING: A 807 1943
 AW4651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4651+STABILITY: SURFACE MOTION
 AW4651
 AW4651  HISTORY     - Date     Condition        Report By
 AW4651  HISTORY     - 1943     MONUMENTED       CGS
 AW4651  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4651
 AW4651                          STATION DESCRIPTION
 AW4651
 AW4651'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4651'3.25 MI NW FROM FULSHEAR.
 AW4651'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4651'STATION AT FULSHEAR-- PROCEED 3.25 MILES NORTHWESTERLY ALONG THE
 AW4651'BROOKSHIRE-FULSHEAR ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AW4651'0.35 MILE NORTHWEST OF A SIDE ROAD INTERSECTION LEADING WEST, AND
 AW4651'ABOUT 0.1 MILE NORTHWEST OF A WHITE TWO-STORY FRAME HOUSE.  IT IS 28.0
 AW4651'FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AW4651'ROAD, 4.0 FEET WEST OF A FENCE CORNER, 2.4 FEET NORTHWEST OF THE
 AW4651'RIGHT-OF-WAY FENCE, AND 3.2 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER
 AW4651'POST.  MONUMENT PROJECTS 0.5 FOOT.
 AW4651
 AW4651                          STATION RECOVERY (1995)
 AW4651
 AW4651'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0104 ***********************************************************************
 BN0104  DESIGNATION -  A 807
 BN0104  PID         -  BN0104
 BN0104  STATE/COUNTY-  TX/BLANCO
 BN0104  USGS QUAD   -  JOHNSON CITY (1982)
 BN0104
 BN0104                         *CURRENT SURVEY CONTROL
 BN0104  ___________________________________________________________________
 BN0104* NAD 83(1986)-  30 15 25.     (N)    098 29 16.     (W)     SCALED    
 BN0104* NAVD 88     -       451.968  (meters)    1482.83   (feet)  POSTED    
 BN0104  ___________________________________________________________________
 BN0104  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 BN0104  DYNAMIC HT  -         451.340 (meters)    1480.77  (feet)  COMP
 BN0104  MODELED GRAV-     979,244.9   (mgal)                       NAVD 88
 BN0104
 BN0104  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BN0104
 BN0104.The horizontal coordinates were scaled from a topographic map and have
 BN0104.an estimated accuracy of +/- 6 seconds.
 BN0104
 BN0104.The orthometric height was determined by differential leveling
 BN0104.and adjusted by the National Geodetic Survey in 1992..
 BN0104.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BN0104.rate of 2.1 thru 3.0 mm/km.
 BN0104
 BN0104.The geoid height was determined by GEOID03.
 BN0104
 BN0104.The dynamic height is computed by dividing the NAVD 88
 BN0104.geopotential number by the normal gravity value computed on the
 BN0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0104.degrees latitude (g = 980.6199 gals.).
 BN0104
 BN0104.The modeled gravity was interpolated from observed gravity values.
 BN0104
 BN0104;                    North         East    Units  Estimated Accuracy
 BN0104;SPC TX C     - 3,066,910.      877,600.      MT  (+/- 180 meters Scaled)
 BN0104
 BN0104                          SUPERSEDED SURVEY CONTROL
 BN0104
 BN0104  NGVD 29 (??/??/92)  451.895  (m)         1482.59   (f) ADJ UNCH    2 0
 BN0104
 BN0104.Superseded values are not recommended for survey control.
 BN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0104.See file dsdata.txt to determine how the superseded data were derived.
 BN0104
 BN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU492473(NAD 83)
 BN0104_MARKER: DB = BENCH MARK DISK
 BN0104_SETTING: 66 = SET IN ROCK OUTCROP
 BN0104_SP_SET: ROCK OUTCROP
 BN0104_STAMPING: A 807 1953
 BN0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0104+STABILITY: POSITION/ELEVATION WELL
 BN0104
 BN0104  HISTORY     - Date     Condition        Report By
 BN0104  HISTORY     - 1953     MONUMENTED       CGS
 BN0104
 BN0104                          STATION DESCRIPTION
 BN0104
 BN0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0104'5.0 MI W FROM JOHNSON CITY.
 BN0104'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0104'CITY, THENCE 4.9 MILES WEST ALONG U.S. HIGHWAY 290, 0.65 MILE EAST OF
 BN0104'THE MAIN ENTRANCE TO A RANCH, 72.3 FEET NORTHWEST OF THE CENTER LINE
 BN0104'OF THE HIGHWAY, AT THE FOOT OF A SMALL BLUFF, 14 FEET NORTHWEST OF A
 BN0104'FENCE, 15 FEET NORTHWEST OF A WITNESS POST, 0.15 MILE WEST OF A
 BN0104'WINDMILL, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, FLUSH WITH THE
 BN0104'GROUND, SET IN THE TOP OF A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4652 ***********************************************************************
 AW4652  DESIGNATION -  A 807 RESET 1949
 AW4652  PID         -  AW4652
 AW4652  STATE/COUNTY-  TX/FORT BEND
 AW4652  USGS QUAD   -  FULSHEAR (1980)
 AW4652
 AW4652                         *CURRENT SURVEY CONTROL
 AW4652  ___________________________________________________________________
 AW4652* NAD 83(1986)-  29 43 33.     (N)    095 55 35.     (W)     SCALED    
 AW4652* NAVD 88     -        46.14   (+/-2cm)     151.4    (feet)  VERTCON   
 AW4652  ___________________________________________________________________
 AW4652  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4652
 AW4652  VERT ORDER  -  THIRD (See Below)
 AW4652
 AW4652.The horizontal coordinates were scaled from a topographic map and have
 AW4652.an estimated accuracy of +/- 6 seconds.
 AW4652
 AW4652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4652.The vertical order pertains to the NGVD 29 superseded value.
 AW4652
 AW4652.The geoid height was determined by GEOID03.
 AW4652
 AW4652;                    North         East    Units  Estimated Accuracy
 AW4652;SPC TXSC     - 4,213,650.      897,310.      MT  (+/- 180 meters Scaled)
 AW4652
 AW4652                          SUPERSEDED SURVEY CONTROL
 AW4652
 AW4652  NGVD 29 (01/29/03)   46.13   (m)          151.3    (f) RESET       3  
 AW4652
 AW4652.Superseded values are not recommended for survey control.
 AW4652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4652.See file dsdata.txt to determine how the superseded data were derived.
 AW4652
 AW4652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN169919(NAD 83)
 AW4652_MARKER: DB = BENCH MARK DISK
 AW4652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4652_STAMPING: A 807 RESET 1949
 AW4652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4652+STABILITY: SURFACE MOTION
 AW4652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4652+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AW4652
 AW4652  HISTORY     - Date     Condition        Report By
 AW4652  HISTORY     - 1949     MONUMENTED       TXHD
 AW4652  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4652  HISTORY     - 20041016 GOOD             USPSQD
 AW4652
 AW4652                          STATION DESCRIPTION
 AW4652
 AW4652'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AW4652'3.2 MI NW FROM FULSHEAR.
 AW4652'3.2 MILES NORTHWEST ALONG THE BROOKSHIRE ROAD FROM THE  TEXAS AND NEW
 AW4652'ORLEANS RAILROAD STATION AT FULSHEAR, FORT BEND COUNTY, 0.4 MILE NORTH
 AW4652'OF THE JUNCTION OF A SIDE ROAD LEADING WEST, 0.1 MILE NORTHWEST OF A
 AW4652'WHITE TWO-STORY FRAME HOUSE, 490 FEET SOUTHEAST OF A 5- BY 2-FOOT
 AW4652'TWO-SECTION CONCRETE-BOX CULVERT, 50 FEET SOUTHWEST OF THE CENTERLINE
 AW4652'OF THE ROAD, AT THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTHEAST OF A WHITE
 AW4652'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.
 AW4652
 AW4652                          STATION RECOVERY (1971)
 AW4652
 AW4652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4652'MARK NOT FOUND.
 AW4652
 AW4652                          STATION RECOVERY (2004)
 AW4652
 AW4652'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4652'ORANGE TAPE ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0569 ***********************************************************************
 AY0569  DESIGNATION -  A 809
 AY0569  PID         -  AY0569
 AY0569  STATE/COUNTY-  TX/GUADALUPE
 AY0569  USGS QUAD   -  NEW BERLIN (1957)
 AY0569
 AY0569                         *CURRENT SURVEY CONTROL
 AY0569  ___________________________________________________________________
 AY0569* NAD 83(1986)-  29 24 39.     (N)    098 05 15.     (W)     SCALED    
 AY0569* NAVD 88     -       143.06   (+/-2cm)     469.4    (feet)  VERTCON   
 AY0569  ___________________________________________________________________
 AY0569  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AY0569
 AY0569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0569
 AY0569.The horizontal coordinates were scaled from a topographic map and have
 AY0569.an estimated accuracy of +/- 6 seconds.
 AY0569
 AY0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0569.The vertical order pertains to the NGVD 29 superseded value.
 AY0569
 AY0569.The geoid height was determined by GEOID03.
 AY0569
 AY0569;                    North         East    Units  Estimated Accuracy
 AY0569;SPC TXSC     - 4,175,170.      688,550.      MT  (+/- 180 meters Scaled)
 AY0569
 AY0569                          SUPERSEDED SURVEY CONTROL
 AY0569
 AY0569  NGVD 29 (??/??/92)  142.979  (m)          469.09   (f) ADJ UNCH    2 0
 AY0569
 AY0569.Superseded values are not recommended for survey control.
 AY0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0569.See file dsdata.txt to determine how the superseded data were derived.
 AY0569
 AY0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT885538(NAD 83)
 AY0569_MARKER: DB = BENCH MARK DISK
 AY0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0569_STAMPING: A 809 1943
 AY0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0569+STABILITY: SURFACE MOTION
 AY0569
 AY0569  HISTORY     - Date     Condition        Report By
 AY0569  HISTORY     - 1943     MONUMENTED       CGS
 AY0569  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0569  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0569
 AY0569                          STATION DESCRIPTION
 AY0569
 AY0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0569'5.85 MI NE FROM LAVERNIA.
 AY0569'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 4.2 MILES NORTHERLY
 AY0569'ALONG THE LAVERNIA-NEW BERLIN ROAD TO A CROSS ROAD INTERSECTION,
 AY0569'THENCE 1.65 MILES EASTERLY TO A CROSS ROAD INTERSECTION AND TO SITE OF
 AY0569'BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE EAST OF A CURVE TO THE
 AY0569'NORTH, AND 23.2 FEET EAST OF THE CENTERLINE OF THE NORTH AND SOUTH
 AY0569'ROAD.  IT IS 30.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AY0569'CENTERLINE OF THE EAST AND WEST ROAD, 6.0 FEET EAST OF A RIGHT-OF-WAY
 AY0569'FENCE CORNER, 2.7 FEET SOUTH OF THE FENCE, AND 3.6 FEET WEST OF A
 AY0569'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT..
 AY0569
 AY0569                          STATION RECOVERY (1999)
 AY0569
 AY0569'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0569'MARK NOT FOUND.
 AY0569
 AY0569                          STATION RECOVERY (2003)
 AY0569
 AY0569'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0251 ***********************************************************************
 BN0251  DESIGNATION -  A 81 RESET 1944
 BN0251  PID         -  BN0251
 BN0251  STATE/COUNTY-  TX/MASON
 BN0251  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0251
 BN0251                         *CURRENT SURVEY CONTROL
 BN0251  ___________________________________________________________________
 BN0251* NAD 83(1986)-  30 35 53.     (N)    099 02 12.     (W)     SCALED    
 BN0251* NAVD 88     -       453.54   (+/-2cm)    1488.0    (feet)  VERTCON   
 BN0251  ___________________________________________________________________
 BN0251  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 BN0251
 BN0251  VERT ORDER  -  THIRD (See Below)
 BN0251
 BN0251.The horizontal coordinates were scaled from a topographic map and have
 BN0251.an estimated accuracy of +/- 6 seconds.
 BN0251
 BN0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0251.The vertical order pertains to the NGVD 29 superseded value.
 BN0251
 BN0251.The geoid height was determined by GEOID03.
 BN0251
 BN0251;                    North         East    Units  Estimated Accuracy
 BN0251;SPC TX C     - 3,103,970.      824,340.      MT  (+/- 180 meters Scaled)
 BN0251
 BN0251                          SUPERSEDED SURVEY CONTROL
 BN0251
 BN0251  NGVD 29 (??/??/??)  453.50   (m)         1487.9    (f) RESET       3  
 BN0251
 BN0251.Superseded values are not recommended for survey control.
 BN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0251.See file dsdata.txt to determine how the superseded data were derived.
 BN0251
 BN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU964850(NAD 83)
 BN0251_MARKER: DB = BENCH MARK DISK
 BN0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0251_STAMPING: A 81 RESET 1944
 BN0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0251+STABILITY: SURFACE MOTION
 BN0251
 BN0251  HISTORY     - Date     Condition        Report By
 BN0251  HISTORY     - 1944     MONUMENTED       CGS
 BN0251  HISTORY     - 1953     MARK NOT FOUND   NGS
 BN0251  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 BN0251  HISTORY     - 20041005 MARK NOT FOUND   USPSQD
 BN0251
 BN0251                          STATION DESCRIPTION
 BN0251
 BN0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0251'2.2 MI NW FROM LOYAL VALLEY.
 BN0251'2.2 MILES NORTHWEST ALONG U.S. HIGHWAY FROM LOYAL VALLEY, 30 YARDS
 BN0251'SOUTH OF A POWER-TRANSMISSION LINE CROSSING, 79 FEET SOUTHWEST OF THE
 BN0251'CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTHEAST OF A FENCE, SET IN THE
 BN0251'TOP OF A CONCRETE POST.
 BN0251
 BN0251                          STATION RECOVERY (1996)
 BN0251
 BN0251'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0251'MARK NOT FOUND.
 BN0251
 BN0251                          STATION RECOVERY (2004)
 BN0251
 BN0251'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4181 ***********************************************************************
 AW4181  DESIGNATION -  A 810
 AW4181  PID         -  AW4181
 AW4181  STATE/COUNTY-  TX/FORT BEND
 AW4181  USGS QUAD   -  NEEDVILLE (1980)
 AW4181
 AW4181                         *CURRENT SURVEY CONTROL
 AW4181  ___________________________________________________________________
 AW4181* NAD 83(1986)-  29 24 07.     (N)    095 50 05.     (W)     SCALED    
 AW4181* NAVD 88     -        27.816  (meters)      91.26   (feet)  ADJUSTED  
 AW4181  ___________________________________________________________________
 AW4181  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW4181  DYNAMIC HT  -          27.777 (meters)      91.13  (feet)  COMP
 AW4181  MODELED GRAV-     979,252.1   (mgal)                       NAVD 88
 AW4181
 AW4181  VERT ORDER  -  FIRST     CLASS II
 AW4181
 AW4181.The horizontal coordinates were scaled from a topographic map and have
 AW4181.an estimated accuracy of +/- 6 seconds.
 AW4181
 AW4181.The orthometric height was determined by differential leveling
 AW4181.and adjusted by the National Geodetic Survey in June 1991..
 AW4181
 AW4181.The geoid height was determined by GEOID03.
 AW4181
 AW4181.The dynamic height is computed by dividing the NAVD 88
 AW4181.geopotential number by the normal gravity value computed on the
 AW4181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4181.degrees latitude (g = 980.6199 gals.).
 AW4181
 AW4181.The modeled gravity was interpolated from observed gravity values.
 AW4181
 AW4181;                    North         East    Units  Estimated Accuracy
 AW4181;SPC TXSC     - 4,178,000.      907,140.      MT  (+/- 180 meters Scaled)
 AW4181
 AW4181                          SUPERSEDED SURVEY CONTROL
 AW4181
 AW4181  NGVD 29 (12/23/87)   27.812  (m)           91.25   (f) ADJUSTED    1 2
 AW4181
 AW4181.Superseded values are not recommended for survey control.
 AW4181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4181.See file dsdata.txt to determine how the superseded data were derived.
 AW4181
 AW4181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN249558(NAD 83)
 AW4181_MARKER: DB = BENCH MARK DISK
 AW4181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4181_SP_SET: CONCRETE POST
 AW4181_STAMPING: A 810 1943
 AW4181_MARK LOGO: CGS   
 AW4181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4181+STABILITY: SURFACE MOTION
 AW4181
 AW4181  HISTORY     - Date     Condition        Report By
 AW4181  HISTORY     - 1943     MONUMENTED       CGS
 AW4181  HISTORY     - 1973     GOOD             NGS
 AW4181  HISTORY     - 1986     GOOD             NGS
 AW4181  HISTORY     - 1987     GOOD             USPSQD
 AW4181  HISTORY     - 1988     GOOD             USPSQD
 AW4181  HISTORY     - 1989     GOOD             USPSQD
 AW4181  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4181  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4181
 AW4181                          STATION DESCRIPTION
 AW4181
 AW4181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4181'IN NEEDVILLE.
 AW4181'AT NEEDVILLE, 0.45 MILE NORTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION
 AW4181'OF FARM ROAD 360, AT THE JUNCTION OF STATE HIGHWAY 36 AND FARM ROAD
 AW4181'1236 (SCHOOL STREET), 53 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AW4181'HIGHWAY, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 48.0 FEET
 AW4181'NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC COMPANY
 AW4181'RAILROAD, 3 FEET SOUTHWEST OF POWER POLE 109 51-1, 33 1/2 FEET WEST OF
 AW4181'A POLE BEARING A STREET LIGHT AND METER, 1.6 FEET NORTHEAST OF A
 AW4181'WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 AW4181'TOP OF A CONCRETE POST 0.4 FOOT UNDERGROUND.
 AW4181
 AW4181                          STATION RECOVERY (1986)
 AW4181
 AW4181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4181'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4181'ADD--4.0 METERS (13.0 FT) EAST OF A LARGE POWER POLE AND 0.4 METER
 AW4181'(1.4 FT) WEST OF THE SOUTH LEG OF A STOP SIGN.
 AW4181
 AW4181                          STATION RECOVERY (1987)
 AW4181
 AW4181'RECOVERY NOTE BY US POWER SQUADRON 1987 (PRH)
 AW4181'RECOVERED IN GOOD CONDITION.
 AW4181
 AW4181                          STATION RECOVERY (1988)
 AW4181
 AW4181'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4181'RECOVERED IN GOOD CONDITION.
 AW4181
 AW4181                          STATION RECOVERY (1989)
 AW4181
 AW4181'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4181'RECOVERED IN GOOD CONDITION.
 AW4181
 AW4181                          STATION RECOVERY (1995)
 AW4181
 AW4181'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4181'MARK NOT FOUND.
 AW4181
 AW4181                          STATION RECOVERY (1999)
 AW4181
 AW4181'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4197 ***********************************************************************
 AW4197  DESIGNATION -  A 811
 AW4197  PID         -  AW4197
 AW4197  STATE/COUNTY-  TX/FORT BEND
 AW4197  USGS QUAD   -  NEEDVILLE (1980)
 AW4197
 AW4197                         *CURRENT SURVEY CONTROL
 AW4197  ___________________________________________________________________
 AW4197* NAD 83(1986)-  29 28 34.     (N)    095 48 48.     (W)     SCALED    
 AW4197* NAVD 88     -        26.250  (meters)      86.12   (feet)  ADJUSTED  
 AW4197  ___________________________________________________________________
 AW4197  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW4197  DYNAMIC HT  -          26.213 (meters)      86.00  (feet)  COMP
 AW4197  MODELED GRAV-     979,258.7   (mgal)                       NAVD 88
 AW4197
 AW4197  VERT ORDER  -  FIRST     CLASS II
 AW4197
 AW4197.The horizontal coordinates were scaled from a topographic map and have
 AW4197.an estimated accuracy of +/- 6 seconds.
 AW4197
 AW4197.The orthometric height was determined by differential leveling
 AW4197.and adjusted by the National Geodetic Survey in June 1991..
 AW4197
 AW4197.The geoid height was determined by GEOID03.
 AW4197
 AW4197.The dynamic height is computed by dividing the NAVD 88
 AW4197.geopotential number by the normal gravity value computed on the
 AW4197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4197.degrees latitude (g = 980.6199 gals.).
 AW4197
 AW4197.The modeled gravity was interpolated from observed gravity values.
 AW4197
 AW4197;                    North         East    Units  Estimated Accuracy
 AW4197;SPC TXSC     - 4,186,270.      908,990.      MT  (+/- 180 meters Scaled)
 AW4197
 AW4197                          SUPERSEDED SURVEY CONTROL
 AW4197
 AW4197  NGVD 29 (12/23/87)   26.246  (m)           86.11   (f) ADJUSTED    1 2
 AW4197
 AW4197.Superseded values are not recommended for survey control.
 AW4197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4197.See file dsdata.txt to determine how the superseded data were derived.
 AW4197
 AW4197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN271640(NAD 83)
 AW4197_MARKER: DB = BENCH MARK DISK
 AW4197_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4197_SP_SET: BRIDGE ABUTMENT
 AW4197_STAMPING: A 811 1943
 AW4197_MARK LOGO: CGS   
 AW4197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4197+STABILITY: SURFACE MOTION
 AW4197
 AW4197  HISTORY     - Date     Condition        Report By
 AW4197  HISTORY     - 1943     MONUMENTED       CGS
 AW4197  HISTORY     - 1973     GOOD             NGS
 AW4197  HISTORY     - 1986     GOOD             NGS
 AW4197  HISTORY     - 1987     GOOD             USPSQD
 AW4197  HISTORY     - 1988     GOOD             USPSQD
 AW4197  HISTORY     - 1988     GOOD             USPSQD
 AW4197  HISTORY     - 1989     GOOD             USPSQD
 AW4197  HISTORY     - 19950108 GOOD             USPSQD
 AW4197
 AW4197                          STATION DESCRIPTION
 AW4197
 AW4197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4197'5.8 MI N FROM NEEDVILLE.
 AW4197'5.8 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF FARM ROAD
 AW4197'360 AT NEEDVILLE, 5.65 MILES SOUTH OF ROSENBERG, AT A CONCRETE BRIDGE
 AW4197'OVER BIG CREEK, IN THE TOP AND 0.8 FOOT EAST OF THE WEST END OF THE
 AW4197'SOUTH CONCRETE ABUTMENT OF THE BRIDGE, 18 FEET WEST OF THE CENTER LINE
 AW4197'OF THE HIGHWAY, 2.0 FEET WEST OF THE WEST EDGE OF THE WEST CONCRETE
 AW4197'GUARDRAIL CURB, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4197
 AW4197                          STATION RECOVERY (1986)
 AW4197
 AW4197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4197'RECOVERED IN GOOD CONDITION.
 AW4197
 AW4197                          STATION RECOVERY (1987)
 AW4197
 AW4197'RECOVERY NOTE BY US POWER SQUADRON 1987 (PRH)
 AW4197'RECOVERED IN GOOD CONDITION.
 AW4197
 AW4197                          STATION RECOVERY (1988)
 AW4197
 AW4197'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4197'RECOVERED IN GOOD CONDITION.
 AW4197
 AW4197                          STATION RECOVERY (1988)
 AW4197
 AW4197'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4197'RECOVERED IN GOOD CONDITION.
 AW4197
 AW4197                          STATION RECOVERY (1989)
 AW4197
 AW4197'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4197'RECOVERED IN GOOD CONDITION.
 AW4197
 AW4197                          STATION RECOVERY (1995)
 AW4197
 AW4197'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4247 ***********************************************************************
 AW4247  DESIGNATION -  A 812
 AW4247  PID         -  AW4247
 AW4247  STATE/COUNTY-  TX/FORT BEND
 AW4247  USGS QUAD   -  THOMPSONS (1980)
 AW4247
 AW4247                         *CURRENT SURVEY CONTROL
 AW4247  ___________________________________________________________________
 AW4247* NAD 83(1986)-  29 29 27.     (N)    095 36 08.     (W)     SCALED    
 AW4247* NAVD 88     -        18.93   (+/-2cm)      62.1    (feet)  VERTCON   
 AW4247  ___________________________________________________________________
 AW4247  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4247
 AW4247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4247
 AW4247.The horizontal coordinates were scaled from a topographic map and have
 AW4247.an estimated accuracy of +/- 6 seconds.
 AW4247
 AW4247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4247.The vertical order pertains to the NGVD 29 superseded value.
 AW4247
 AW4247.The geoid height was determined by GEOID03.
 AW4247
 AW4247;                    North         East    Units  Estimated Accuracy
 AW4247;SPC TXSC     - 4,188,480.      929,410.      MT  (+/- 180 meters Scaled)
 AW4247
 AW4247                          SUPERSEDED SURVEY CONTROL
 AW4247
 AW4247  NGVD 29 (??/??/92)   18.926  (m)           62.09   (f) ADJ UNCH    2 0
 AW4247
 AW4247.Superseded values are not recommended for survey control.
 AW4247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4247.See file dsdata.txt to determine how the superseded data were derived.
 AW4247
 AW4247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN477651(NAD 83)
 AW4247_MARKER: DB = BENCH MARK DISK
 AW4247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4247_SP_SET: BRIDGE
 AW4247_STAMPING: A 812 1943
 AW4247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4247
 AW4247  HISTORY     - Date     Condition        Report By
 AW4247  HISTORY     - 1943     MONUMENTED       CGS
 AW4247  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4247  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4247  HISTORY     - 19980118 MARK NOT FOUND   USPSQD
 AW4247
 AW4247                          STATION DESCRIPTION
 AW4247
 AW4247'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4247'1.0 MI S FROM THOMPSONS.
 AW4247'TO REACH FROM THE SCHOOL BUILDING AT THOMPSONS, PROCEED 1.0 MILE
 AW4247'SOUTHWESTERLY ALONG THE GUY - THOMPSONS ROAD TO A STEEL BRIDGE OVER A
 AW4247'CREEK AND SITE BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP
 AW4247'OF THE WEST CONCRETE WINGWALL OF AN 80.0 FOOT STEEL BRIDGE OVER A
 AW4247'CREEK.  IT IS 8.6 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AW4247'THE CENTERLINE OF THE ROAD.
 AW4247
 AW4247                          STATION RECOVERY (1973)
 AW4247
 AW4247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4247'MARK NOT FOUND.
 AW4247
 AW4247                          STATION RECOVERY (1996)
 AW4247
 AW4247'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4247'MARK NOT FOUND.
 AW4247
 AW4247                          STATION RECOVERY (1998)
 AW4247
 AW4247'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0101 ***********************************************************************
 AX0101  DESIGNATION -  A 813
 AX0101  PID         -  AX0101
 AX0101  STATE/COUNTY-  TX/COLORADO
 AX0101  USGS QUAD   -  EAGLE LAKE (1981)
 AX0101
 AX0101                         *CURRENT SURVEY CONTROL
 AX0101  ___________________________________________________________________
 AX0101* NAD 83(1986)-  29 34 10.     (N)    096 16 42.     (W)     SCALED    
 AX0101* NAVD 88     -        51.10   (+/-2cm)     167.7    (feet)  VERTCON   
 AX0101  ___________________________________________________________________
 AX0101  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0101
 AX0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0101
 AX0101.The horizontal coordinates were scaled from a topographic map and have
 AX0101.an estimated accuracy of +/- 6 seconds.
 AX0101
 AX0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0101.The vertical order pertains to the NGVD 29 superseded value.
 AX0101
 AX0101.The geoid height was determined by GEOID03.
 AX0101
 AX0101;                    North         East    Units  Estimated Accuracy
 AX0101;SPC TXSC     - 4,195,480.      863,670.      MT  (+/- 180 meters Scaled)
 AX0101
 AX0101                          SUPERSEDED SURVEY CONTROL
 AX0101
 AX0101  NGVD 29 (??/??/92)   51.088  (m)          167.61   (f) ADJ UNCH    2 0
 AX0101
 AX0101.Superseded values are not recommended for survey control.
 AX0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0101.See file dsdata.txt to determine how the superseded data were derived.
 AX0101
 AX0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT636741(NAD 83)
 AX0101_MARKER: DB = BENCH MARK DISK
 AX0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0101_SP_SET: CULVERT
 AX0101_STAMPING: A 813 1943
 AX0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0101
 AX0101  HISTORY     - Date     Condition        Report By
 AX0101  HISTORY     - 1943     MONUMENTED       CGS
 AX0101  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX0101  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0101
 AX0101                          STATION DESCRIPTION
 AX0101
 AX0101'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX0101'3.3 MI W FROM LISSIE.
 AX0101'IN COLORADO COUNTY, 3.3 MILES WEST ALONG U.S. HIGHWAY 90 A FROM THE
 AX0101'TEXAS AND NEW ORLEANS RAILROAD STATION AT LISSIE, WHARTON COUNTY, 3.8
 AX0101'MILES EAST OF THE TOWN SQUARE AT EAGLE LAKE, COLORADO COUNTY, 0.2 MILE
 AX0101'EAST OF THE POINT WHERE AN IRRIGATION DITCH CROSSES THE HIGHWAY, AT A
 AX0101'2- BY 6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE
 AX0101'EAST END OF THE SOUTH HEADWALL, 12.3 FEET SOUTH OF THE CENTERLINE OF
 AX0101'THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. A STANDARD DISK,
 AX0101'STAMPED A 813 1943.  NOTE-- THIS BENCH MARK HAS PROBABLY BEEN
 AX0101'DESTROYED AS CULVERT THAT IT WAS ON HAS BEEN REPLACED BY A NEW
 AX0101'CULVERT.
 AX0101
 AX0101                          STATION RECOVERY (1991)
 AX0101
 AX0101'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0122 ***********************************************************************
 AX0122  DESIGNATION -  A 814
 AX0122  PID         -  AX0122
 AX0122  STATE/COUNTY-  TX/WHARTON
 AX0122  USGS QUAD   -  LISSIE (1981)
 AX0122
 AX0122                         *CURRENT SURVEY CONTROL
 AX0122  ___________________________________________________________________
 AX0122* NAD 83(1986)-  29 32 41.     (N)    096 13 39.     (W)     SCALED    
 AX0122* NAVD 88     -        44.25   (+/-2cm)     145.2    (feet)  VERTCON   
 AX0122  ___________________________________________________________________
 AX0122  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0122
 AX0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0122
 AX0122.The horizontal coordinates were scaled from a topographic map and have
 AX0122.an estimated accuracy of +/- 6 seconds.
 AX0122
 AX0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0122.The vertical order pertains to the NGVD 29 superseded value.
 AX0122
 AX0122.The geoid height was determined by GEOID03.
 AX0122
 AX0122;                    North         East    Units  Estimated Accuracy
 AX0122;SPC TXSC     - 4,192,850.      868,660.      MT  (+/- 180 meters Scaled)
 AX0122
 AX0122                          SUPERSEDED SURVEY CONTROL
 AX0122
 AX0122  NGVD 29 (??/??/92)   44.239  (m)          145.14   (f) ADJ UNCH    2 0
 AX0122
 AX0122.Superseded values are not recommended for survey control.
 AX0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0122.See file dsdata.txt to determine how the superseded data were derived.
 AX0122
 AX0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT686715(NAD 83)
 AX0122_MARKER: DB = BENCH MARK DISK
 AX0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0122_STAMPING: A 814 1943
 AX0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0122+STABILITY: SURFACE MOTION
 AX0122
 AX0122  HISTORY     - Date     Condition        Report By
 AX0122  HISTORY     - 1943     MONUMENTED       CGS
 AX0122  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0122
 AX0122                          STATION DESCRIPTION
 AX0122
 AX0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0122'1.2 MI SW FROM LISSIE.
 AX0122'1.2 MILES SOUTHWEST OF LISSIE, WHARTON COUNTY, FROM THE TEXAS AND NEW
 AX0122'ORLEANS RAILROAD STATION, 0.3 MILE EAST ALONG U.S. HIGHWAY 90 A, 0.9
 AX0122'MILE SOUTHWEST ALONG A GRAVEL ROAD, 0.2 MILE SOUTHWEST OF A WOODEN
 AX0122'BRIDGE ACROSS THE ROAD, 31 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AX0122'ROAD, 2.2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 0.3 FOOT
 AX0122'SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, AND ABOUT 1-1/2 FEET
 AX0122'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED A 814 1943 AND SET IN
 AX0122'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AX0122
 AX0122                          STATION RECOVERY (1991)
 AX0122
 AX0122'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0171 ***********************************************************************
 AX0171  DESIGNATION -  A 815
 AX0171  PID         -  AX0171
 AX0171  STATE/COUNTY-  TX/COLORADO
 AX0171  USGS QUAD   -  ALLEYTON (1981)
 AX0171
 AX0171                         *CURRENT SURVEY CONTROL
 AX0171  ___________________________________________________________________
 AX0171* NAD 83(1986)-  29 43 02.     (N)    096 27 39.     (W)     SCALED    
 AX0171* NAVD 88     -        68.97   (+/-2cm)     226.3    (feet)  VERTCON   
 AX0171  ___________________________________________________________________
 AX0171  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX0171
 AX0171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0171
 AX0171.The horizontal coordinates were scaled from a topographic map and have
 AX0171.an estimated accuracy of +/- 6 seconds.
 AX0171
 AX0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0171.The vertical order pertains to the NGVD 29 superseded value.
 AX0171
 AX0171.The geoid height was determined by GEOID03.
 AX0171
 AX0171;                    North         East    Units  Estimated Accuracy
 AX0171;SPC TXSC     - 4,211,450.      845,640.      MT  (+/- 180 meters Scaled)
 AX0171
 AX0171                          SUPERSEDED SURVEY CONTROL
 AX0171
 AX0171  NGVD 29 (??/??/92)   68.944  (m)          226.19   (f) ADJ UNCH    2 0
 AX0171
 AX0171.Superseded values are not recommended for survey control.
 AX0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0171.See file dsdata.txt to determine how the superseded data were derived.
 AX0171
 AX0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT456901(NAD 83)
 AX0171_MARKER: DB = BENCH MARK DISK
 AX0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0171_SP_SET: BRIDGE
 AX0171_STAMPING: A 815 1943
 AX0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0171+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX0171
 AX0171  HISTORY     - Date     Condition        Report By
 AX0171  HISTORY     - 1943     MONUMENTED       CGS
 AX0171  HISTORY     - 20050318 GOOD             USPSQD
 AX0171
 AX0171                          STATION DESCRIPTION
 AX0171
 AX0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0171'2.1 MI NE FROM ALLEYTON.
 AX0171'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 90-A AND A GRAVEL ROAD
 AX0171'LEADING NORTHEAST (0.2 MILE SOUTHWEST OF THE POST OFFICE AT ALLEYTON),
 AX0171'PROCEED 0.9 MILE NORTHEASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION
 AX0171'OF U.S. HIGHWAY NO. 90, THENCE 1.2 MILE EASTERLY ALONG U.S. HIGHWAY
 AX0171'NO. 90 TO A CONCRETE BRIDGE AND SITE OF BENCH MARK. BENCH MARK IS SET
 AX0171'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 AX0171'36.0 FOOT CONCRETE BRIDGE OVER A CREEK.  IT IS 0.05 MILE EAST OF A
 AX0171'ROADSIDE PARK, 18.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AX0171'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, SET IN A DRILL HOLE.
 AX0171
 AX0171                          STATION RECOVERY (2005)
 AX0171
 AX0171'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0145 ***********************************************************************
 AX0145  DESIGNATION -  A 816
 AX0145  PID         -  AX0145
 AX0145  STATE/COUNTY-  TX/COLORADO
 AX0145  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0145
 AX0145                         *CURRENT SURVEY CONTROL
 AX0145  ___________________________________________________________________
 AX0145* NAD 83(1986)-  29 38 56.     (N)    096 16 24.     (W)     SCALED    
 AX0145* NAVD 88     -        52.15   (+/-2cm)     171.1    (feet)  VERTCON   
 AX0145  ___________________________________________________________________
 AX0145  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0145
 AX0145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0145
 AX0145.The horizontal coordinates were scaled from a topographic map and have
 AX0145.an estimated accuracy of +/- 6 seconds.
 AX0145
 AX0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0145.The vertical order pertains to the NGVD 29 superseded value.
 AX0145
 AX0145.The geoid height was determined by GEOID03.
 AX0145
 AX0145;                    North         East    Units  Estimated Accuracy
 AX0145;SPC TXSC     - 4,204,290.      863,950.      MT  (+/- 180 meters Scaled)
 AX0145
 AX0145                          SUPERSEDED SURVEY CONTROL
 AX0145
 AX0145  NGVD 29 (??/??/92)   52.139  (m)          171.06   (f) ADJ UNCH    2 0
 AX0145
 AX0145.Superseded values are not recommended for survey control.
 AX0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0145.See file dsdata.txt to determine how the superseded data were derived.
 AX0145
 AX0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT639829(NAD 83)
 AX0145_MARKER: DB = BENCH MARK DISK
 AX0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0145_STAMPING: A 816 1943
 AX0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0145+STABILITY: SURFACE MOTION
 AX0145
 AX0145  HISTORY     - Date     Condition        Report By
 AX0145  HISTORY     - 1943     MONUMENTED       CGS
 AX0145  HISTORY     - 1960     GOOD             NGS
 AX0145
 AX0145                          STATION DESCRIPTION
 AX0145
 AX0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0145'5.3 MI NE FROM EAGLE LAKE.
 AX0145'TO REACH FROM THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE,
 AX0145'PROCEED 5.3 MILES NORTHEASTERLY ALONG THE GULF, COLORADO AND SANTA FE
 AX0145'RAILROAD TRACK TO MILE POST NO. 12 AND SITE OF BENCH MARK.  BENCH MARK
 AX0145'IS 46.5 FEET NORTHWEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AX0145'THE TRACK.  IT IS 6.5 FEET SOUTHWEST OF MILE POST NO. 12, 2.8 FEET
 AX0145'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.7 FEET
 AX0145'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT
 AX0145'ABOVE THE GROUND.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 AX0145
 AX0145                          STATION RECOVERY (1960)
 AX0145
 AX0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 AX0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0179 ***********************************************************************
 AX0179  DESIGNATION -  A 817
 AX0179  PID         -  AX0179
 AX0179  STATE/COUNTY-  TX/COLORADO
 AX0179  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0179
 AX0179                         *CURRENT SURVEY CONTROL
 AX0179  ___________________________________________________________________
 AX0179* NAD 83(1986)-  29 39 49.     (N)    096 19 40.     (W)     SCALED    
 AX0179* NAVD 88     -        60.65   (+/-2cm)     199.0    (feet)  VERTCON   
 AX0179  ___________________________________________________________________
 AX0179  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0179
 AX0179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0179
 AX0179.The horizontal coordinates were scaled from a topographic map and have
 AX0179.an estimated accuracy of +/- 6 seconds.
 AX0179
 AX0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0179.The vertical order pertains to the NGVD 29 superseded value.
 AX0179
 AX0179.The geoid height was determined by GEOID03.
 AX0179
 AX0179;                    North         East    Units  Estimated Accuracy
 AX0179;SPC TXSC     - 4,205,800.      858,640.      MT  (+/- 180 meters Scaled)
 AX0179
 AX0179                          SUPERSEDED SURVEY CONTROL
 AX0179
 AX0179  NGVD 29 (??/??/92)   60.637  (m)          198.94   (f) ADJ UNCH    2 0
 AX0179
 AX0179.Superseded values are not recommended for survey control.
 AX0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0179.See file dsdata.txt to determine how the superseded data were derived.
 AX0179
 AX0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT586844(NAD 83)
 AX0179_MARKER: DB = BENCH MARK DISK
 AX0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0179_SP_SET: CULVERT
 AX0179_STAMPING: A 817 1943
 AX0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0179
 AX0179  HISTORY     - Date     Condition        Report By
 AX0179  HISTORY     - 1943     MONUMENTED       CGS
 AX0179  HISTORY     - 1957     GOOD             NGS
 AX0179  HISTORY     - 20050823 MARK NOT FOUND   USPSQD
 AX0179
 AX0179                          STATION DESCRIPTION
 AX0179
 AX0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AX0179'8.4 MI N FROM EAGLE LAKE.
 AX0179'3.2 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AX0179'EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE, THENCE 5.2 MILES
 AX0179'NORTHWEST ALONG A GRAVEL ROAD.  AT A 4-BY 6-FOOT CONCRETE
 AX0179'IRRIGATION-CANAL CULVERT UNDER THE ROAD, IN THE TOP OF THE EAST
 AX0179'HEADWALL, 29.2 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.6 FEET
 AX0179'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET HIGHER THAN
 AX0179'THE ROAD.
 AX0179
 AX0179                          STATION RECOVERY (2005)
 AX0179
 AX0179'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJG)
 AX0179'MARK IS PROBABLY THERE.  IT IS ON PRIVATE PROPERTY, THICK UNDERBRUSH
 AX0179'IN FENCE ON PROPERTY LINE AND NO MACHETE PREVENTED RECOVERY.  WINTER
 AX0179'WOULD BE BEST TIME FOR SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1097 ***********************************************************************
 AX1097  DESIGNATION -  A 819
 AX1097  PID         -  AX1097
 AX1097  STATE/COUNTY-  TX/COLORADO
 AX1097  USGS QUAD   -  WEIMAR (1981)
 AX1097
 AX1097                         *CURRENT SURVEY CONTROL
 AX1097  ___________________________________________________________________
 AX1097* NAD 83(1986)-  29 42 11.     (N)    096 47 35.     (W)     SCALED    
 AX1097* NAVD 88     -       122.36   (+/-2cm)     401.4    (feet)  VERTCON   
 AX1097  ___________________________________________________________________
 AX1097  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX1097
 AX1097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1097
 AX1097.The horizontal coordinates were scaled from a topographic map and have
 AX1097.an estimated accuracy of +/- 6 seconds.
 AX1097
 AX1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1097.The vertical order pertains to the NGVD 29 superseded value.
 AX1097
 AX1097.The geoid height was determined by GEOID03.
 AX1097
 AX1097;                    North         East    Units  Estimated Accuracy
 AX1097;SPC TXSC     - 4,209,230.      813,530.      MT  (+/- 180 meters Scaled)
 AX1097
 AX1097                          SUPERSEDED SURVEY CONTROL
 AX1097
 AX1097  NGVD 29 (??/??/92)  122.331  (m)          401.35   (f) ADJ UNCH    2 0
 AX1097
 AX1097.Superseded values are not recommended for survey control.
 AX1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1097.See file dsdata.txt to determine how the superseded data were derived.
 AX1097
 AX1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT135879(NAD 83)
 AX1097_MARKER: DB = BENCH MARK DISK
 AX1097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1097_SP_SET: CULVERT
 AX1097_STAMPING: A 819 1943
 AX1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1097+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1097
 AX1097  HISTORY     - Date     Condition        Report By
 AX1097  HISTORY     - 1943     MONUMENTED       CGS
 AX1097  HISTORY     - 1987     GOOD             USPSQD
 AX1097  HISTORY     - 1987     GOOD             USPSQD
 AX1097  HISTORY     - 1990     GOOD             USPSQD
 AX1097  HISTORY     - 19970608 GOOD             USPSQD
 AX1097  HISTORY     - 20020727 GOOD             USPSQD
 AX1097  HISTORY     - 20040318 GOOD             USPSQD
 AX1097  HISTORY     - 20050318 GOOD             USPSQD
 AX1097
 AX1097                          STATION DESCRIPTION
 AX1097
 AX1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1097'0.8 MI W FROM WEIMAR.
 AX1097'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.8 MILE WESTERLY ALONG
 AX1097'U.S. HIGHWAY NO. 90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.
 AX1097'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH
 AX1097'HEADWALL OF A 2.5 FOOT CONCRETE PIPE CULVERT UNDER THE HIGHWAY. IT IS
 AX1097'21.3 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1097'THE HIGHWAY.
 AX1097
 AX1097                          STATION RECOVERY (1987)
 AX1097
 AX1097'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1097'RECOVERED IN GOOD CONDITION.
 AX1097
 AX1097                          STATION RECOVERY (1987)
 AX1097
 AX1097'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1097'RECOVERED IN GOOD CONDITION.
 AX1097
 AX1097                          STATION RECOVERY (1990)
 AX1097
 AX1097'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1097'RECOVERED IN GOOD CONDITION.
 AX1097
 AX1097                          STATION RECOVERY (1997)
 AX1097
 AX1097'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1097'RECOVERED IN GOOD CONDITION.
 AX1097
 AX1097                          STATION RECOVERY (2002)
 AX1097
 AX1097'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1097'RECOVERED IN GOOD CONDITION.
 AX1097
 AX1097                          STATION RECOVERY (2004)
 AX1097
 AX1097'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1097'RECOVERED IN GOOD CONDITION.
 AX1097
 AX1097                          STATION RECOVERY (2005)
 AX1097
 AX1097'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0136 ***********************************************************************
 BN0136  DESIGNATION -  A 82
 BN0136  PID         -  BN0136
 BN0136  STATE/COUNTY-  TX/KENDALL
 BN0136  USGS QUAD   -  RAFTER HOLLOW (1979)
 BN0136
 BN0136                         *CURRENT SURVEY CONTROL
 BN0136  ___________________________________________________________________
 BN0136* NAD 83(1986)-  30 01 16.     (N)    098 49 59.     (W)     SCALED    
 BN0136* NAVD 88     -       434.237  (meters)    1424.66   (feet)  ADJUSTED  
 BN0136  ___________________________________________________________________
 BN0136  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 BN0136  DYNAMIC HT  -         433.621 (meters)    1422.64  (feet)  COMP
 BN0136  MODELED GRAV-     979,210.5   (mgal)                       NAVD 88
 BN0136
 BN0136  VERT ORDER  -  FIRST     CLASS II
 BN0136
 BN0136.The horizontal coordinates were scaled from a topographic map and have
 BN0136.an estimated accuracy of +/- 6 seconds.
 BN0136
 BN0136.The orthometric height was determined by differential leveling
 BN0136.and adjusted by the National Geodetic Survey in June 1991..
 BN0136
 BN0136.The geoid height was determined by GEOID03.
 BN0136
 BN0136.The dynamic height is computed by dividing the NAVD 88
 BN0136.geopotential number by the normal gravity value computed on the
 BN0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0136.degrees latitude (g = 980.6199 gals.).
 BN0136
 BN0136.The modeled gravity was interpolated from observed gravity values.
 BN0136
 BN0136;                    North         East    Units  Estimated Accuracy
 BN0136;SPC TXSC     - 4,242,480.      616,100.      MT  (+/- 180 meters Scaled)
 BN0136
 BN0136                          SUPERSEDED SURVEY CONTROL
 BN0136
 BN0136  NGVD 29 (??/??/92)  434.175  (m)         1424.46   (f) ADJ UNCH    1 2
 BN0136
 BN0136.Superseded values are not recommended for survey control.
 BN0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0136.See file dsdata.txt to determine how the superseded data were derived.
 BN0136
 BN0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU160211(NAD 83)
 BN0136_MARKER: DB = BENCH MARK DISK
 BN0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0136_STAMPING: A 82 1931
 BN0136_MARK LOGO: CGS   
 BN0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0136+STABILITY: SURFACE MOTION
 BN0136
 BN0136  HISTORY     - Date     Condition        Report By
 BN0136  HISTORY     - 1931     MONUMENTED       CGS
 BN0136  HISTORY     - 1953     GOOD             NGS
 BN0136  HISTORY     - 1982     GOOD             NGS
 BN0136  HISTORY     - 19940330 GOOD             USPSQD
 BN0136
 BN0136                          STATION DESCRIPTION
 BN0136
 BN0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0136'6.5 MI NE FROM COMFORT.
 BN0136'4.9 MILES NORTHEAST ALONG FARM ROAD 473 FROM ITS JUNCTION WITH U.S.
 BN0136'HIGHWAY 87 AT COMFORT, THENCE 1.6 MILES NORTH ALONG AN OILED ROAD, 175
 BN0136'FEET SOUTH OF A ROCK FENCE, 57 FEET WEST OF THE CENTER LINE OF THE
 BN0136'ROAD, 29 FEET EAST OF THE CENTER LINE OF AN ABANDONED RAILROAD GRADE,
 BN0136'35 FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 BN0136'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BN0136
 BN0136                          STATION RECOVERY (1982)
 BN0136
 BN0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0136'RECOVERED IN GOOD CONDITION.
 BN0136'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 BN0136'THE MARK IS 0.6 M ABOVE OLD SAN ANTONIO ROAD.
 BN0136
 BN0136                          STATION RECOVERY (1994)
 BN0136
 BN0136'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1436 ***********************************************************************
 AN1436  DESIGNATION -  A 820
 AN1436  PID         -  AN1436
 AN1436  STATE/COUNTY-  TX/BEE
 AN1436  USGS QUAD   -  BLANCONIA (1979)
 AN1436
 AN1436                         *CURRENT SURVEY CONTROL
 AN1436  ___________________________________________________________________
 AN1436* NAD 83(1986)-  28 23 23.     (N)    097 24 29.     (W)     SCALED    
 AN1436* NAVD 88     -        25.81   (+/-2cm)      84.7    (feet)  VERTCON   
 AN1436  ___________________________________________________________________
 AN1436  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1436
 AN1436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1436
 AN1436.The horizontal coordinates were scaled from a topographic map and have
 AN1436.an estimated accuracy of +/- 6 seconds.
 AN1436
 AN1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1436.The vertical order pertains to the NGVD 29 superseded value.
 AN1436
 AN1436.The geoid height was determined by GEOID03.
 AN1436
 AN1436;                    North         East    Units  Estimated Accuracy
 AN1436;SPC TXSC     - 4,062,730.      756,020.      MT  (+/- 180 meters Scaled)
 AN1436
 AN1436                          SUPERSEDED SURVEY CONTROL
 AN1436
 AN1436  NGVD 29 (??/??/92)   25.919  (m)           85.04   (f) ADJ UNCH    2 0
 AN1436
 AN1436.Superseded values are not recommended for survey control.
 AN1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1436.See file dsdata.txt to determine how the superseded data were derived.
 AN1436
 AN1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS559414(NAD 83)
 AN1436_MARKER: DB = BENCH MARK DISK
 AN1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1436_STAMPING: A 820 1943
 AN1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1436+STABILITY: SURFACE MOTION
 AN1436
 AN1436  HISTORY     - Date     Condition        Report By
 AN1436  HISTORY     - 1943     MONUMENTED       CGS
 AN1436  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1436  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1436
 AN1436                          STATION DESCRIPTION
 AN1436
 AN1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1436'0.9 MI SE FROM BLANCONIA.
 AN1436'0.6 MILE SOUTH ALONG A COUNTY ROAD FROM THE CATHOLIC CHURCH AT
 AN1436'BLANCONIA, BEE COUNTY, THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 202.
 AN1436'48.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF THE
 AN1436'RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND 1
 AN1436'FOOT BELOW THE HIGHWAY.  A STANDARD DISK, STAMPED A 820 1943 AND SET
 AN1436'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AN1436
 AN1436                          STATION RECOVERY (1973)
 AN1436
 AN1436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1436'MARK NOT FOUND.
 AN1436
 AN1436                          STATION RECOVERY (1996)
 AN1436
 AN1436'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1373 ***********************************************************************
 AX1373  DESIGNATION -  A 822
 AX1373  PID         -  AX1373
 AX1373  STATE/COUNTY-  TX/GONZALES
 AX1373  USGS QUAD   -  GONZALES NORTH (1981)
 AX1373
 AX1373                         *CURRENT SURVEY CONTROL
 AX1373  ___________________________________________________________________
 AX1373* NAD 83(1986)-  29 33 02.     (N)    097 25 03.     (W)     SCALED    
 AX1373* NAVD 88     -       110.47   (+/-2cm)     362.4    (feet)  VERTCON   
 AX1373  ___________________________________________________________________
 AX1373  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AX1373
 AX1373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1373
 AX1373.The horizontal coordinates were scaled from a topographic map and have
 AX1373.an estimated accuracy of +/- 6 seconds.
 AX1373
 AX1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1373.The vertical order pertains to the NGVD 29 superseded value.
 AX1373
 AX1373.The geoid height was determined by GEOID03.
 AX1373
 AX1373;                    North         East    Units  Estimated Accuracy
 AX1373;SPC TXSC     - 4,191,350.      753,350.      MT  (+/- 180 meters Scaled)
 AX1373
 AX1373                          SUPERSEDED SURVEY CONTROL
 AX1373
 AX1373  NGVD 29 (??/??/92)  110.436  (m)          362.32   (f) ADJ UNCH    2 0
 AX1373
 AX1373.Superseded values are not recommended for survey control.
 AX1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1373.See file dsdata.txt to determine how the superseded data were derived.
 AX1373
 AX1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT533700(NAD 83)
 AX1373_MARKER: DB = BENCH MARK DISK
 AX1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1373_STAMPING: A 822 1943
 AX1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1373+STABILITY: SURFACE MOTION
 AX1373
 AX1373  HISTORY     - Date     Condition        Report By
 AX1373  HISTORY     - 1943     MONUMENTED       CGS
 AX1373
 AX1373                          STATION DESCRIPTION
 AX1373
 AX1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1373'4.5 MI NE FROM GONZALES.
 AX1373'4.5 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 AX1373'GONZALES, GONZALES COUNTY, 155 FEET NORTHEAST OF A SMALL BRIDGE, 39
 AX1373'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF
 AX1373'THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 AX1373'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 822 1943 AND
 AX1373'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1409 ***********************************************************************
 AX1409  DESIGNATION -  A 823 RESET 1955
 AX1409  PID         -  AX1409
 AX1409  STATE/COUNTY-  TX/FAYETTE
 AX1409  USGS QUAD   -  CISTERN (1981)
 AX1409
 AX1409                         *CURRENT SURVEY CONTROL
 AX1409  ___________________________________________________________________
 AX1409* NAD 83(1986)-  29 47 32.     (N)    097 13 32.     (W)     SCALED    
 AX1409* NAVD 88     -       130.64   (+/-2cm)     428.6    (feet)  VERTCON   
 AX1409  ___________________________________________________________________
 AX1409  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AX1409
 AX1409  VERT ORDER  -  THIRD (See Below)
 AX1409
 AX1409.The horizontal coordinates were scaled from a topographic map and have
 AX1409.an estimated accuracy of +/- 6 seconds.
 AX1409
 AX1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1409.The vertical order pertains to the NGVD 29 superseded value.
 AX1409
 AX1409.The geoid height was determined by GEOID03.
 AX1409
 AX1409;                    North         East    Units  Estimated Accuracy
 AX1409;SPC TXSC     - 4,218,400.      771,540.      MT  (+/- 180 meters Scaled)
 AX1409
 AX1409                          SUPERSEDED SURVEY CONTROL
 AX1409
 AX1409  NGVD 29 (??/??/??)  130.59   (m)          428.4    (f) RESET       3  
 AX1409
 AX1409.Superseded values are not recommended for survey control.
 AX1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1409.See file dsdata.txt to determine how the superseded data were derived.
 AX1409
 AX1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT715970(NAD 83)
 AX1409_MARKER: DB = BENCH MARK DISK
 AX1409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1409_SP_SET: MONUMENT
 AX1409_STAMPING: A 823 RESET 1955
 AX1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1409
 AX1409  HISTORY     - Date     Condition        Report By
 AX1409  HISTORY     - 1955     MONUMENTED       CGS
 AX1409  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1409  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1409
 AX1409                          STATION DESCRIPTION
 AX1409
 AX1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AX1409'1.9 MI S FROM CISTERN.
 AX1409'ABOUT 1.9 MILES SOUTH OF CISTERN ALONG THE FARM TO MARKET ROAD TO
 AX1409'WAELDER, GONZALES COUNTY, 2 YARDS EAST OF THE EAST RIGHT-OF-WAY FENCE,
 AX1409'ABOUT 100 YARDS NORTH OF A T FENCE AND GATE LEADING EAST AND 3 FEET
 AX1409'NORTH OF A 4 X 4 POST, IN THE EDGE OF A TIMBERED PASTURE.  A STANDARD
 AX1409'DISK STAMPED A 823 RESET 1955 SET IN A CONCRETE MONUMENT WHICH
 AX1409'PROJECTS ABOUT 3 INCHES.
 AX1409
 AX1409                          STATION RECOVERY (1991)
 AX1409
 AX1409'RECOVERY NOTE BY US POWER SQUADRON 1991 (HY)
 AX1409'MARK NOT FOUND.
 AX1409
 AX1409                          STATION RECOVERY (1997)
 AX1409
 AX1409'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1335 ***********************************************************************
 AX1335  DESIGNATION -  A 824
 AX1335  PID         -  AX1335
 AX1335  STATE/COUNTY-  TX/GONZALES
 AX1335  USGS QUAD   -  SANDY FORK (1981)
 AX1335
 AX1335                         *CURRENT SURVEY CONTROL
 AX1335  ___________________________________________________________________
 AX1335* NAD 83(1986)-  29 40 04.     (N)    097 29 17.     (W)     SCALED    
 AX1335* NAVD 88     -       129.07   (+/-2cm)     423.5    (feet)  VERTCON   
 AX1335  ___________________________________________________________________
 AX1335  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AX1335
 AX1335  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1335
 AX1335.The horizontal coordinates were scaled from a topographic map and have
 AX1335.an estimated accuracy of +/- 6 seconds.
 AX1335
 AX1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1335.The vertical order pertains to the NGVD 29 superseded value.
 AX1335
 AX1335.The geoid height was determined by GEOID03.
 AX1335
 AX1335;                    North         East    Units  Estimated Accuracy
 AX1335;SPC TXSC     - 4,204,250.      746,340.      MT  (+/- 180 meters Scaled)
 AX1335
 AX1335                          SUPERSEDED SURVEY CONTROL
 AX1335
 AX1335  NGVD 29 (??/??/92)  129.015  (m)          423.28   (f) ADJ UNCH    2 0
 AX1335
 AX1335.Superseded values are not recommended for survey control.
 AX1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1335.See file dsdata.txt to determine how the superseded data were derived.
 AX1335
 AX1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT463829(NAD 83)
 AX1335_MARKER: DB = BENCH MARK DISK
 AX1335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1335_SP_SET: CULVERT
 AX1335_STAMPING: A 824 1943
 AX1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1335+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1335
 AX1335  HISTORY     - Date     Condition        Report By
 AX1335  HISTORY     - 1943     MONUMENTED       CGS
 AX1335  HISTORY     - 1971     GOOD             NGS
 AX1335  HISTORY     - 1987     GOOD             USPSQD
 AX1335  HISTORY     - 1988     GOOD             USPSQD
 AX1335  HISTORY     - 20030517 GOOD             USPSQD
 AX1335  HISTORY     - 20050318 GOOD             USPSQD
 AX1335
 AX1335                          STATION DESCRIPTION
 AX1335
 AX1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1335'0.9 MI E FROM HARWOOD.
 AX1335'0.9 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT HARWOOD,
 AX1335'GONZALES COUNTY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE EAST
 AX1335'END OF THE SOUTH HEADWALL, 80 FEET NORTH OF THE CENTERLINE OF THE
 AX1335'SOUTHERN PACIFIC TRACK, 20 FEET SOUTH OF THE CENTERLINE OF THE
 AX1335'HIGHWAY, ABOUT 8 FEET LOWER THAN THE TRACK, AND LEVEL WITH THE
 AX1335'HIGHWAY.  A STANDARD DISK, STAMPED A 824 1943.
 AX1335
 AX1335                          STATION RECOVERY (1971)
 AX1335
 AX1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1335'RECOVERED IN GOOD CONDITION.
 AX1335
 AX1335                          STATION RECOVERY (1987)
 AX1335
 AX1335'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1335'RECOVERED IN GOOD CONDITION.
 AX1335
 AX1335                          STATION RECOVERY (1988)
 AX1335
 AX1335'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1335'RECOVERED IN GOOD CONDITION.
 AX1335
 AX1335                          STATION RECOVERY (2003)
 AX1335
 AX1335'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1335'RECOVERED IN GOOD CONDITION.
 AX1335
 AX1335                          STATION RECOVERY (2005)
 AX1335
 AX1335'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1419 ***********************************************************************
 AX1419  DESIGNATION -  A 825
 AX1419  PID         -  AX1419
 AX1419  STATE/COUNTY-  TX/FAYETTE
 AX1419  USGS QUAD   -  CISTERN (1981)
 AX1419
 AX1419                         *CURRENT SURVEY CONTROL
 AX1419  ___________________________________________________________________
 AX1419* NAD 83(1986)-  29 51 00.     (N)    097 12 31.     (W)     SCALED    
 AX1419* NAVD 88     -       139.45   (+/-2cm)     457.5    (feet)  VERTCON   
 AX1419  ___________________________________________________________________
 AX1419  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AX1419
 AX1419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1419
 AX1419.The horizontal coordinates were scaled from a topographic map and have
 AX1419.an estimated accuracy of +/- 6 seconds.
 AX1419
 AX1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1419.The vertical order pertains to the NGVD 29 superseded value.
 AX1419
 AX1419.The geoid height was determined by GEOID03.
 AX1419
 AX1419;                    North         East    Units  Estimated Accuracy
 AX1419;SPC TXSC     - 4,224,830.      773,080.      MT  (+/- 180 meters Scaled)
 AX1419
 AX1419                          SUPERSEDED SURVEY CONTROL
 AX1419
 AX1419  NGVD 29 (??/??/92)  139.396  (m)          457.33   (f) ADJ UNCH    2 0
 AX1419
 AX1419.Superseded values are not recommended for survey control.
 AX1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1419.See file dsdata.txt to determine how the superseded data were derived.
 AX1419
 AX1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU730035(NAD 83)
 AX1419_MARKER: DB = BENCH MARK DISK
 AX1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1419_STAMPING: A 825 1943
 AX1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1419+STABILITY: SURFACE MOTION
 AX1419
 AX1419  HISTORY     - Date     Condition        Report By
 AX1419  HISTORY     - 1943     MONUMENTED       CGS
 AX1419  HISTORY     - 1960     GOOD             NGS
 AX1419  HISTORY     - 19910608 GOOD             USPSQD
 AX1419  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1419
 AX1419                          STATION DESCRIPTION
 AX1419
 AX1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AX1419'2.5 MI N FROM CISTERN.
 AX1419'2.5 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION AT
 AX1419'CISTERN, FAYETTE COUNTY, AT THE CENTER OF A CURVE IN THE HIGHWAY, ON
 AX1419'THE OUTSIDE OF THE CURVE, ABOUT 200 FEET SOUTHWEST ACROSS THE HIGHWAY
 AX1419'FROM A GATE IN THE EAST RIGHT-OF-WAY FENCE, 39 FEET WEST OF THE
 AX1419'CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 3
 AX1419'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 AX1419
 AX1419                          STATION RECOVERY (1991)
 AX1419
 AX1419'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 AX1419'RECOVERED IN GOOD CONDITION.
 AX1419
 AX1419                          STATION RECOVERY (1997)
 AX1419
 AX1419'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1357 ***********************************************************************
 AX1357  DESIGNATION -  A 826 RESET 1970
 AX1357  PID         -  AX1357
 AX1357  STATE/COUNTY-  TX/GONZALES
 AX1357  USGS QUAD   -  FLATONIA NW (1981)
 AX1357
 AX1357                         *CURRENT SURVEY CONTROL
 AX1357  ___________________________________________________________________
 AX1357* NAD 83(1986)-  29 41 18.     (N)    097 14 56.     (W)     SCALED    
 AX1357* NAVD 88     -       104.27   (+/-2cm)     342.1    (feet)  VERTCON   
 AX1357  ___________________________________________________________________
 AX1357  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AX1357
 AX1357  VERT ORDER  -  THIRD (See Below)
 AX1357
 AX1357.The horizontal coordinates were scaled from a topographic map and have
 AX1357.an estimated accuracy of +/- 6 seconds.
 AX1357
 AX1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1357.The vertical order pertains to the NGVD 29 superseded value.
 AX1357
 AX1357.The geoid height was determined by GEOID03.
 AX1357
 AX1357;                    North         East    Units  Estimated Accuracy
 AX1357;SPC TXSC     - 4,206,850.      769,460.      MT  (+/- 180 meters Scaled)
 AX1357
 AX1357                          SUPERSEDED SURVEY CONTROL
 AX1357
 AX1357  NGVD 29 (01/29/03)  104.23   (m)          342.0    (f) RESET       3  
 AX1357
 AX1357.Superseded values are not recommended for survey control.
 AX1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1357.See file dsdata.txt to determine how the superseded data were derived.
 AX1357
 AX1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT694855(NAD 83)
 AX1357_MARKER: DB = BENCH MARK DISK
 AX1357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1357_SP_SET: CULVERT
 AX1357_STAMPING: A 826 RESET 1970
 AX1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1357+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1357
 AX1357  HISTORY     - Date     Condition        Report By
 AX1357  HISTORY     - 1970     MONUMENTED       TXHD
 AX1357  HISTORY     - 1971     GOOD             NGS
 AX1357  HISTORY     - 1988     GOOD             USPSQD
 AX1357  HISTORY     - 20050318 GOOD             USPSQD
 AX1357
 AX1357                          STATION DESCRIPTION
 AX1357
 AX1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX1357'3.1 MI E FROM WAELDER.
 AX1357'3.1 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN WAELDER,
 AX1357'0.15 MILE EAST OF THE INTERSTATE HIGHWAY 10 OVERPASS, 43 FEET NORTH OF
 AX1357'THE CENTER OF THE HIGHWAY, 22 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 AX1357'FENCE LINE, SET IN A DRILLED HOLE IN THE EAST END OF THE NORTH
 AX1357'HEADWALL OF A CONCRETE CULVERT, AT ABOUT THE SAME ELEVATION AS THE
 AX1357'HIGHWAY.
 AX1357
 AX1357                          STATION RECOVERY (1988)
 AX1357
 AX1357'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1357'RECOVERED IN GOOD CONDITION.
 AX1357
 AX1357                          STATION RECOVERY (2005)
 AX1357
 AX1357'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2839 ***********************************************************************
 AX2839  DESIGNATION -  A 827 RESET
 AX2839  PID         -  AX2839
 AX2839  STATE/COUNTY-  TX/GONZALES
 AX2839  USGS QUAD   -  HAMON (1987)
 AX2839
 AX2839                         *CURRENT SURVEY CONTROL
 AX2839  ___________________________________________________________________
 AX2839* NAD 83(1986)-  29 27 51.     (N)    097 16 47.     (W)     SCALED    
 AX2839* NAVD 88     -        96.14   (+/-2cm)     315.4    (feet)  VERTCON   
 AX2839  ___________________________________________________________________
 AX2839  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AX2839
 AX2839  VERT ORDER  -  THIRD (See Below)
 AX2839
 AX2839.The horizontal coordinates were scaled from a topographic map and have
 AX2839.an estimated accuracy of +/- 6 seconds.
 AX2839
 AX2839.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2839.The vertical order pertains to the NGVD 29 superseded value.
 AX2839
 AX2839.The geoid height was determined by GEOID03.
 AX2839
 AX2839;                    North         East    Units  Estimated Accuracy
 AX2839;SPC TXSC     - 4,181,970.      766,840.      MT  (+/- 180 meters Scaled)
 AX2839
 AX2839                          SUPERSEDED SURVEY CONTROL
 AX2839
 AX2839  NGVD 29 (01/29/03)   96.11   (m)          315.3    (f) RESET       3  
 AX2839
 AX2839.Superseded values are not recommended for survey control.
 AX2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2839.See file dsdata.txt to determine how the superseded data were derived.
 AX2839
 AX2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT668606(NAD 83)
 AX2839_MARKER: DV = VERTICAL CONTROL DISK
 AX2839_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2839_SP_SET: HEADWALL
 AX2839_STAMPING: A 827 RESET 1986
 AX2839_MARK LOGO: NGS   
 AX2839_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2839+STABILITY: SURFACE MOTION
 AX2839
 AX2839  HISTORY     - Date     Condition        Report By
 AX2839  HISTORY     - 1986     MONUMENTED       TXHD
 AX2839
 AX2839                          STATION DESCRIPTION
 AX2839
 AX2839'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 AX2839'6.9 MILES (11.1 KM) WEST ALONG STATE HIGHWAY 200 (NOW US 90A), FROM
 AX2839'THE CITY HALL IN SHINER, 0.1 MILE (0.2 KM) EAST OF THE JUNCTION OF A
 AX2839'ROAD LEADING NORTH TO DILWORTH, AT A LARGE CONCRETE CULVERT, RESET
 AX2839'MARK IS 1 FOOT (0.3 M) EAST OF ORIGINAL MARK IN THE WEST END OF THE
 AX2839'NORTH HEADWALL OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0059 ***********************************************************************
 AX0059  DESIGNATION -  A 828
 AX0059  PID         -  AX0059
 AX0059  STATE/COUNTY-  TX/AUSTIN
 AX0059  USGS QUAD   -  REXVILLE (1981)
 AX0059
 AX0059                         *CURRENT SURVEY CONTROL
 AX0059  ___________________________________________________________________
 AX0059* NAD 83(1986)-  29 42 13.     (N)    096 08 07.     (W)     SCALED    
 AX0059* NAVD 88     -        45.84   (+/-2cm)     150.4    (feet)  VERTCON   
 AX0059  ___________________________________________________________________
 AX0059  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0059
 AX0059  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX0059
 AX0059.The horizontal coordinates were scaled from a topographic map and have
 AX0059.an estimated accuracy of +/- 6 seconds.
 AX0059
 AX0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0059.The vertical order pertains to the NGVD 29 superseded value.
 AX0059
 AX0059.The geoid height was determined by GEOID03.
 AX0059
 AX0059;                    North         East    Units  Estimated Accuracy
 AX0059;SPC TXSC     - 4,210,670.      877,160.      MT  (+/- 180 meters Scaled)
 AX0059
 AX0059                          SUPERSEDED SURVEY CONTROL
 AX0059
 AX0059  NGVD 29 (??/??/92)   45.824  (m)          150.34   (f) ADJ UNCH    1 2
 AX0059
 AX0059.Superseded values are not recommended for survey control.
 AX0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0059.See file dsdata.txt to determine how the superseded data were derived.
 AX0059
 AX0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT771893(NAD 83)
 AX0059_MARKER: DB = BENCH MARK DISK
 AX0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0059_SP_SET: CONCRETE BASE
 AX0059_STAMPING: A 828 1943
 AX0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0059
 AX0059  HISTORY     - Date     Condition        Report By
 AX0059  HISTORY     - 1943     MONUMENTED       CGS
 AX0059  HISTORY     - 1968     MARK NOT FOUND   USGS
 AX0059  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0059  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AX0059
 AX0059                          STATION DESCRIPTION
 AX0059
 AX0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0059'6.7 MI NW FROM WALLIS.
 AX0059'ABOUT 6.7 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AX0059'RAILWAY FROM THE STATION AT WALLIS, AUSTIN COUNTY, ABOUT 5.6 MILES
 AX0059'SOUTH OF THE STATION AT SEALY, ABOUT 2 POLES SOUTH OF MILE POLE 89, AT
 AX0059'SIGNAL POST 881, IN THE TOP OF THE CONCRETE BASE, 0.4 FOOT EAST OF THE
 AX0059'WEST EDGE, 12.5 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1
 AX0059'FOOT HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED A 828 1943.
 AX0059
 AX0059                          STATION RECOVERY (1968)
 AX0059
 AX0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AX0059'MARK NOT FOUND.
 AX0059
 AX0059                          STATION RECOVERY (1999)
 AX0059
 AX0059'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0059'MARK NOT FOUND.
 AX0059
 AX0059                          STATION RECOVERY (2004)
 AX0059
 AX0059'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0481 ***********************************************************************
 AY0481  DESIGNATION -  A 829 RESET 1975
 AY0481  PID         -  AY0481
 AY0481  STATE/COUNTY-  TX/WILSON
 AY0481  USGS QUAD   -  FLORESVILLE (1973)
 AY0481
 AY0481                         *CURRENT SURVEY CONTROL
 AY0481  ___________________________________________________________________
 AY0481* NAD 83(1986)-  29 08 45.     (N)    098 09 18.     (W)     SCALED    
 AY0481* NAVD 88     -       132.94   (+/-2cm)     436.2    (feet)  VERTCON   
 AY0481  ___________________________________________________________________
 AY0481  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AY0481
 AY0481  VERT ORDER  -  THIRD (See Below)
 AY0481
 AY0481.The horizontal coordinates were scaled from a topographic map and have
 AY0481.an estimated accuracy of +/- 6 seconds.
 AY0481
 AY0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0481.The vertical order pertains to the NGVD 29 superseded value.
 AY0481
 AY0481.The geoid height was determined by GEOID03.
 AY0481
 AY0481;                    North         East    Units  Estimated Accuracy
 AY0481;SPC TXSC     - 4,145,760.      682,210.      MT  (+/- 180 meters Scaled)
 AY0481
 AY0481                          SUPERSEDED SURVEY CONTROL
 AY0481
 AY0481  NGVD 29 (01/29/03)  132.88   (m)          436.0    (f) RESET       3  
 AY0481
 AY0481.Superseded values are not recommended for survey control.
 AY0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0481.See file dsdata.txt to determine how the superseded data were derived.
 AY0481
 AY0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT821244(NAD 83)
 AY0481_MARKER: DB = BENCH MARK DISK
 AY0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0481_SP_SET: CULVERT
 AY0481_STAMPING: A 829 RESET 1975
 AY0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0481
 AY0481  HISTORY     - Date     Condition        Report By
 AY0481  HISTORY     - 1975     MONUMENTED       TXHD
 AY0481  HISTORY     - 1977     GOOD             TXHD
 AY0481  HISTORY     - 20050819 GOOD             USPSQD
 AY0481
 AY0481                          STATION DESCRIPTION
 AY0481
 AY0481'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1977
 AY0481'1.15 MI NE FROM FLORESVILLE.
 AY0481'ABOUT 1.15 MILES NORTHEAST OF THE COURTHOUSE AT FLORESVILLE, WILSON
 AY0481'COUNTY, AT THE INTERSECTION OF U. S. HIGHWAY 181 WITH STATE HIGHWAY
 AY0481'97, ABOUT 94 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE
 AY0481'OF U. S. HIGHWAY 181, ABOUT 33 FEET SOUTHEAST OF AN ABOUT 0.2 FEET
 AY0481'(LOWER OR HIGHER) THAN THE CENTERLINE OF STATE HIGHWAY 97, AND IN THE
 AY0481'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CONCRETE
 AY0481'CULVERT.
 AY0481
 AY0481                          STATION RECOVERY (2005)
 AY0481
 AY0481'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0974 ***********************************************************************
 AY0974  DESIGNATION -  A 83
 AY0974  PID         -  AY0974
 AY0974  STATE/COUNTY-  TX/BEXAR
 AY0974  USGS QUAD   -  CASTLE HILLS (1992)
 AY0974
 AY0974                         *CURRENT SURVEY CONTROL
 AY0974  ___________________________________________________________________
 AY0974* NAD 83(1986)-  29 30 28.     (N)    098 31 34.     (W)     SCALED    
 AY0974* NAVD 88     -       238.068  (meters)     781.06   (feet)  POSTED    
 AY0974  ___________________________________________________________________
 AY0974  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY0974  DYNAMIC HT  -         237.720 (meters)     779.92  (feet)  COMP
 AY0974  MODELED GRAV-     979,182.9   (mgal)                       NAVD 88
 AY0974
 AY0974  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0974
 AY0974.The horizontal coordinates were scaled from a topographic map and have
 AY0974.an estimated accuracy of +/- 6 seconds.
 AY0974
 AY0974.The orthometric height was determined by differential leveling
 AY0974.and adjusted by the National Geodetic Survey in 1992..
 AY0974.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0974.rate of 1.1 thru 2.0 mm/km.
 AY0974
 AY0974.The geoid height was determined by GEOID03.
 AY0974
 AY0974.The dynamic height is computed by dividing the NAVD 88
 AY0974.geopotential number by the normal gravity value computed on the
 AY0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0974.degrees latitude (g = 980.6199 gals.).
 AY0974
 AY0974.The modeled gravity was interpolated from observed gravity values.
 AY0974
 AY0974;                    North         East    Units  Estimated Accuracy
 AY0974;SPC TXSC     - 4,185,670.      645,940.      MT  (+/- 180 meters Scaled)
 AY0974
 AY0974                          SUPERSEDED SURVEY CONTROL
 AY0974
 AY0974  NGVD 29 (??/??/92)  237.928  (m)          780.60   (f) ADJ UNCH    1 2
 AY0974
 AY0974.Superseded values are not recommended for survey control.
 AY0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0974.See file dsdata.txt to determine how the superseded data were derived.
 AY0974
 AY0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT459643(NAD 83)
 AY0974_MARKER: DB = BENCH MARK DISK
 AY0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0974_STAMPING: A 83 1931
 AY0974_MARK LOGO: CGS   
 AY0974_PROJECTION: PROJECTING 12 CENTIMETERS
 AY0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0974+STABILITY: SURFACE MOTION
 AY0974
 AY0974  HISTORY     - Date     Condition        Report By
 AY0974  HISTORY     - 1931     MONUMENTED       CGS
 AY0974  HISTORY     - 1967     GOOD             USGS
 AY0974  HISTORY     - 1982     GOOD             NGS
 AY0974  HISTORY     - 19950331 GOOD             USPSQD
 AY0974
 AY0974                          STATION DESCRIPTION
 AY0974
 AY0974'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0974'6.3 MI N FROM SAN ANTONIO.
 AY0974'6.3 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE WEST
 AY0974'COMMERCE STREET CROSSING AT SAN ANTONIO BEXAR COUNTY, AT THE CROSSING
 AY0974'OF WEST AVENUE 5 FEET NORTH OF THE CENTERLINE OF THE ROAD GRADE
 AY0974'CROSSING AND 60 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 AY0974'DISK STAMPED A 83 1931 AND SET IN THE TOP OF A CONCRETE POST.
 AY0974
 AY0974                          STATION RECOVERY (1982)
 AY0974
 AY0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0974'NOT LEVELED TO 1982, LINE REROUTED, NEW DESCRIPTION FOLLOWS, THE MARK
 AY0974'IS SET BETWEEN NEER STREET AND WEST AVENUE AT THE CROSSING OF THE
 AY0974'PACIFIC RAILROAD TRACKS AND WEST AVENUE IN SAN ANTONIO, 19.8 METERS
 AY0974'(65.0 FT) WEST OF THE CENTERLINE OF WEST AVENUE, 15.8 METERS (52.0 FT)
 AY0974'WEST SOUTHWEST OF THE WEST SOUTHWEST RAIL OF THE SOUTHERN PACIFIC
 AY0974'RAILROAD TRACKS, 22.2 METERS (73.0 FT) EAST NORTHEAST OF THE
 AY0974'CENTERLINE OF NEER STREET, 57.3 METERS (188.0 FT) NORTH OF THE
 AY0974'CENTERLINE OF CHERRY RIDGE STREET, AND 2.7 METERS (9.0 FT) SOUTH
 AY0974'SOUTHEAST OF A 0.3 METER (1.0 FT) IN DIAMETER OAK TREE.
 AY0974'THE MARK IS ABOVE LEVEL WITH WEST AVENUE.
 AY0974
 AY0974                          STATION RECOVERY (1995)
 AY0974
 AY0974'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2269 ***********************************************************************
 AX2269  DESIGNATION -  A 830
 AX2269  PID         -  AX2269
 AX2269  STATE/COUNTY-  TX/GUADALUPE
 AX2269  USGS QUAD   -  GERONIMO (1994)
 AX2269
 AX2269                         *CURRENT SURVEY CONTROL
 AX2269  ___________________________________________________________________
 AX2269* NAD 83(1986)-  29 37 43.     (N)    097 58 02.     (W)     SCALED    
 AX2269* NAVD 88     -       175.55   (+/-2cm)     576.0    (feet)  VERTCON   
 AX2269  ___________________________________________________________________
 AX2269  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AX2269
 AX2269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2269
 AX2269.The horizontal coordinates were scaled from a topographic map and have
 AX2269.an estimated accuracy of +/- 6 seconds.
 AX2269
 AX2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2269.The vertical order pertains to the NGVD 29 superseded value.
 AX2269
 AX2269.The geoid height was determined by GEOID03.
 AX2269
 AX2269;                    North         East    Units  Estimated Accuracy
 AX2269;SPC TXSC     - 4,199,410.      700,000.      MT  (+/- 180 meters Scaled)
 AX2269
 AX2269                          SUPERSEDED SURVEY CONTROL
 AX2269
 AX2269  NGVD 29 (??/??/92)  175.47   (m)          575.7    (f) COMPUTED    2 0
 AX2269
 AX2269.Superseded values are not recommended for survey control.
 AX2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2269.See file dsdata.txt to determine how the superseded data were derived.
 AX2269
 AX2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT999780(NAD 83)
 AX2269_MARKER: DB = BENCH MARK DISK
 AX2269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2269_SP_SET: CULVERT
 AX2269_STAMPING: A 830 1943
 AX2269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2269
 AX2269  HISTORY     - Date     Condition        Report By
 AX2269  HISTORY     - 1943     MONUMENTED       CGS
 AX2269  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2269
 AX2269                          STATION DESCRIPTION
 AX2269
 AX2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2269'2.4 MI S FROM GERONIMO.
 AX2269'TO REACH FROM THE POST-OFFICE AT GERONIMO, PROCEED SOUTHERLY ON STATE
 AX2269'HIGHWAY NUMBER 123 AND GO 2.4 MILES TO A LARGE CONCRETE CULVERT NEAR A
 AX2269'CROSS-ROAD AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN
 AX2269'TOP OF THE NORTH END OF THE EAST HEADWALL OF THE CULVERT, IT IS 15
 AX2269'FEET EAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX2269
 AX2269                          STATION RECOVERY (1993)
 AX2269
 AX2269'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1556 ***********************************************************************
 AX1556  DESIGNATION -  A 831
 AX1556  PID         -  AX1556
 AX1556  STATE/COUNTY-  TX/BASTROP
 AX1556  USGS QUAD   -  JEDDO (1981)
 AX1556
 AX1556                         *CURRENT SURVEY CONTROL
 AX1556  ___________________________________________________________________
 AX1556* NAD 83(1986)-  29 52 05.     (N)    097 22 04.     (W)     SCALED    
 AX1556* NAVD 88     -       158.62   (+/-2cm)     520.4    (feet)  VERTCON   
 AX1556  ___________________________________________________________________
 AX1556  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1556
 AX1556  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1556
 AX1556.The horizontal coordinates were scaled from a topographic map and have
 AX1556.an estimated accuracy of +/- 6 seconds.
 AX1556
 AX1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1556.The vertical order pertains to the NGVD 29 superseded value.
 AX1556
 AX1556.The geoid height was determined by GEOID03.
 AX1556
 AX1556;                    North         East    Units  Estimated Accuracy
 AX1556;SPC TX C     - 3,026,150.      986,500.      MT  (+/- 180 meters Scaled)
 AX1556
 AX1556                          SUPERSEDED SURVEY CONTROL
 AX1556
 AX1556  NGVD 29 (??/??/92)  158.556  (m)          520.20   (f) ADJ UNCH    2 0
 AX1556
 AX1556.Superseded values are not recommended for survey control.
 AX1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1556.See file dsdata.txt to determine how the superseded data were derived.
 AX1556
 AX1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU576052(NAD 83)
 AX1556_MARKER: DB = BENCH MARK DISK
 AX1556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1556_SP_SET: STONE CULVERT
 AX1556_STAMPING: A 831 1943
 AX1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1556
 AX1556  HISTORY     - Date     Condition        Report By
 AX1556  HISTORY     - 1943     MONUMENTED       CGS
 AX1556  HISTORY     - 1956     GOOD             NGS
 AX1556
 AX1556                          STATION DESCRIPTION
 AX1556
 AX1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AX1556'1.6 MI S FROM STRING PRAIRIE.
 AX1556'AT A STONE CULVERT, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL,
 AX1556'11 FEET EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT 2 FEET HIGHER
 AX1556'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1557 ***********************************************************************
 AX1557  DESIGNATION -  A 831 RESET 1956
 AX1557  PID         -  AX1557
 AX1557  STATE/COUNTY-  TX/BASTROP
 AX1557  USGS QUAD   -  JEDDO (1981)
 AX1557
 AX1557                         *CURRENT SURVEY CONTROL
 AX1557  ___________________________________________________________________
 AX1557* NAD 83(1986)-  29 52 05.     (N)    097 22 05.     (W)     SCALED    
 AX1557* NAVD 88     -       157.92   (+/-2cm)     518.1    (feet)  VERTCON   
 AX1557  ___________________________________________________________________
 AX1557  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1557
 AX1557  VERT ORDER  -  THIRD (See Below)
 AX1557
 AX1557.The horizontal coordinates were scaled from a topographic map and have
 AX1557.an estimated accuracy of +/- 6 seconds.
 AX1557
 AX1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1557.The vertical order pertains to the NGVD 29 superseded value.
 AX1557
 AX1557.The geoid height was determined by GEOID03.
 AX1557
 AX1557;                    North         East    Units  Estimated Accuracy
 AX1557;SPC TX C     - 3,026,150.      986,470.      MT  (+/- 180 meters Scaled)
 AX1557
 AX1557                          SUPERSEDED SURVEY CONTROL
 AX1557
 AX1557  NGVD 29 (??/??/??)  157.85   (m)          517.9    (f) RESET       3  
 AX1557
 AX1557.Superseded values are not recommended for survey control.
 AX1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1557.See file dsdata.txt to determine how the superseded data were derived.
 AX1557
 AX1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU576052(NAD 83)
 AX1557_MARKER: DB = BENCH MARK DISK
 AX1557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1557_SP_SET: MONUMENT
 AX1557_STAMPING: A 831 RESET 1956
 AX1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1557
 AX1557  HISTORY     - Date     Condition        Report By
 AX1557  HISTORY     - 1956     MONUMENTED       CGS
 AX1557
 AX1557                          STATION DESCRIPTION
 AX1557
 AX1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AX1557'1.6 MI S FROM STRING PRAIRIE.
 AX1557'1.6 MILES SOUTH ALONG STATE HIGHWAY NO. 304 FROMTHE STORE AND SCHOOL
 AX1557'HOUSE AT STRING PRAIRIE, 1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE OF
 AX1557'THE HIGHWAY, 20 YARDS SOUTH OF A CULVERT AND SITE OF B.M. A 831, A
 AX1557'STANDARD DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES.
 AX1557'THE DISK IS STAMPED A 831 RESET 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0525 ***********************************************************************
 AY0525  DESIGNATION -  A 832
 AY0525  PID         -  AY0525
 AY0525  STATE/COUNTY-  TX/BEXAR
 AY0525  USGS QUAD   -  ELMENDORF (1992)
 AY0525
 AY0525                         *CURRENT SURVEY CONTROL
 AY0525  ___________________________________________________________________
 AY0525* NAD 83(1986)-  29 19 14.     (N)    098 17 40.     (W)     SCALED    
 AY0525* NAVD 88     -       157.45   (+/-2cm)     516.6    (feet)  VERTCON   
 AY0525  ___________________________________________________________________
 AY0525  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AY0525
 AY0525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0525
 AY0525.The horizontal coordinates were scaled from a topographic map and have
 AY0525.an estimated accuracy of +/- 6 seconds.
 AY0525
 AY0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0525.The vertical order pertains to the NGVD 29 superseded value.
 AY0525
 AY0525.The geoid height was determined by GEOID03.
 AY0525
 AY0525;                    North         East    Units  Estimated Accuracy
 AY0525;SPC TXSC     - 4,165,030.      668,530.      MT  (+/- 180 meters Scaled)
 AY0525
 AY0525                          SUPERSEDED SURVEY CONTROL
 AY0525
 AY0525  NGVD 29 (??/??/92)  157.358  (m)          516.27   (f) ADJ UNCH    2 0
 AY0525
 AY0525.Superseded values are not recommended for survey control.
 AY0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0525.See file dsdata.txt to determine how the superseded data were derived.
 AY0525
 AY0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT685437(NAD 83)
 AY0525_MARKER: DB = BENCH MARK DISK
 AY0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0525_STAMPING: A 832 1943
 AY0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0525+STABILITY: SURFACE MOTION
 AY0525
 AY0525  HISTORY     - Date     Condition        Report By
 AY0525  HISTORY     - 1943     MONUMENTED       CGS
 AY0525  HISTORY     - 1988     GOOD             USPSQD
 AY0525  HISTORY     - 19991103 GOOD             USPSQD
 AY0525  HISTORY     - 20040227 GOOD             USPSQD
 AY0525
 AY0525                          STATION DESCRIPTION
 AY0525
 AY0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0525'3.8 MI S FROM SAYERS.
 AY0525'TO REACH FROM THE SCHOOL HOUSE AT SAYERS-- PROCEED 3.8 MILES SOUTHERLY
 AY0525'ALONG THE STUART ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4
 AY0525'MILE NORTH OF A CEMETERY, 42.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE
 AY0525'THE CENTERLINE OF ROAD, AND 35.0 FEET SOUTHEAST OF THE SOUTHEAST
 AY0525'CORNER OF A WHITE FRAME HOUSE.  IT IS 5.5 FEET SOUTHEAST OF A WOODEN
 AY0525'YARD FENCE CORNER, 1.0 FOOT NORTH OF A WIRE FENCE, AND 3.0 FEET
 AY0525'NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AY0525'FOOT.  NOTE-- BENCH MARK IS ALSO 5.45 MILES NORTHEAST OF ELMENDORF.
 AY0525
 AY0525                          STATION RECOVERY (1988)
 AY0525
 AY0525'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0525'RECOVERED IN GOOD CONDITION.
 AY0525
 AY0525                          STATION RECOVERY (1999)
 AY0525
 AY0525'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0525'RECOVERED IN GOOD CONDITION.
 AY0525
 AY0525                          STATION RECOVERY (2004)
 AY0525
 AY0525'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0506 ***********************************************************************
 AY0506  DESIGNATION -  A 833
 AY0506  PID         -  AY0506
 AY0506  STATE/COUNTY-  TX/BEXAR
 AY0506  USGS QUAD   -  ELMENDORF (1992)
 AY0506
 AY0506                         *CURRENT SURVEY CONTROL
 AY0506  ___________________________________________________________________
 AY0506* NAD 83(1986)-  29 18 40.     (N)    098 15 38.     (W)     SCALED    
 AY0506* NAVD 88     -       168.47   (+/-2cm)     552.7    (feet)  VERTCON   
 AY0506  ___________________________________________________________________
 AY0506  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AY0506
 AY0506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0506
 AY0506.The horizontal coordinates were scaled from a topographic map and have
 AY0506.an estimated accuracy of +/- 6 seconds.
 AY0506
 AY0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0506.The vertical order pertains to the NGVD 29 superseded value.
 AY0506
 AY0506.The geoid height was determined by GEOID03.
 AY0506
 AY0506;                    North         East    Units  Estimated Accuracy
 AY0506;SPC TXSC     - 4,164,000.      671,820.      MT  (+/- 180 meters Scaled)
 AY0506
 AY0506                          SUPERSEDED SURVEY CONTROL
 AY0506
 AY0506  NGVD 29 (??/??/92)  168.380  (m)          552.43   (f) ADJ UNCH    2 0
 AY0506
 AY0506.Superseded values are not recommended for survey control.
 AY0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0506.See file dsdata.txt to determine how the superseded data were derived.
 AY0506
 AY0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT718426(NAD 83)
 AY0506_MARKER: DB = BENCH MARK DISK
 AY0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0506_STAMPING: A 833 1943
 AY0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0506+STABILITY: SURFACE MOTION
 AY0506
 AY0506  HISTORY     - Date     Condition        Report By
 AY0506  HISTORY     - 1943     MONUMENTED       CGS
 AY0506  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0506  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0506  HISTORY     - 20040227 MARK NOT FOUND   USPSQD
 AY0506
 AY0506                          STATION DESCRIPTION
 AY0506
 AY0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0506'6.3 MI NE FROM ELMENDORF.
 AY0506'TO REACH FROM THE CATHOLIC CHURCH AT ELMENDORF-- PROCEED 5.95 MILES
 AY0506'NORTHEASTERLY ALONG THE ADKINS-ELMENDORF ROAD TO A CROSS ROAD
 AY0506'INTERSECTION, THENCE 0.35 MILE NORTHERLY TO SITE OF BENCH MARK. BENCH
 AY0506'MARK IS 32.0 FEET WEST OF AND ABOUT 2.5 FEET ABOVE THE CENTERLINE OF
 AY0506'ROAD, AND 11.6 FEET NORTH OF THE CENTERLINE OF A PRIVATE ROAD LEADING
 AY0506'WEST TO A FARM HOUSE.  IT IS 5.3 FEET WEST OF POWER POLE NO. 66, 4.0
 AY0506'FEET WEST OF A FENCE CORNER, 1.3 FEET SOUTH OF A FENCE, AND 2.4 FEET
 AY0506'WEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.2 FOOT.
 AY0506
 AY0506                          STATION RECOVERY (1967)
 AY0506
 AY0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0506'MARK NOT FOUND.
 AY0506
 AY0506                          STATION RECOVERY (1999)
 AY0506
 AY0506'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0506'MARK NOT FOUND.
 AY0506
 AY0506                          STATION RECOVERY (2004)
 AY0506
 AY0506'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2386 ***********************************************************************
 AX2386  DESIGNATION -  A 834
 AX2386  PID         -  AX2386
 AX2386  STATE/COUNTY-  TX/GUADALUPE
 AX2386  USGS QUAD   -  DARST CREEK (1964)
 AX2386
 AX2386                         *CURRENT SURVEY CONTROL
 AX2386  ___________________________________________________________________
 AX2386* NAD 83(1986)-  29 34 08.     (N)    097 48 15.     (W)     SCALED    
 AX2386* NAVD 88     -       132.97   (+/-2cm)     436.3    (feet)  VERTCON   
 AX2386  ___________________________________________________________________
 AX2386  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2386
 AX2386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2386
 AX2386.The horizontal coordinates were scaled from a topographic map and have
 AX2386.an estimated accuracy of +/- 6 seconds.
 AX2386
 AX2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2386.The vertical order pertains to the NGVD 29 superseded value.
 AX2386
 AX2386.The geoid height was determined by GEOID03.
 AX2386
 AX2386;                    North         East    Units  Estimated Accuracy
 AX2386;SPC TXSC     - 4,192,940.      715,860.      MT  (+/- 180 meters Scaled)
 AX2386
 AX2386                          SUPERSEDED SURVEY CONTROL
 AX2386
 AX2386  NGVD 29 (??/??/92)  132.906  (m)          436.04   (f) ADJ UNCH    2 0
 AX2386
 AX2386.Superseded values are not recommended for survey control.
 AX2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2386.See file dsdata.txt to determine how the superseded data were derived.
 AX2386
 AX2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT158716(NAD 83)
 AX2386_MARKER: DB = BENCH MARK DISK
 AX2386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2386_SP_SET: BRIDGE
 AX2386_STAMPING: A 834 1943
 AX2386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2386
 AX2386  HISTORY     - Date     Condition        Report By
 AX2386  HISTORY     - 1943     MONUMENTED       CGS
 AX2386  HISTORY     - 1964     GOOD             USGS
 AX2386  HISTORY     - 1988     GOOD             USPSQD
 AX2386  HISTORY     - 19930808 GOOD             USPSQD
 AX2386  HISTORY     - 19990925 GOOD             USPSQD
 AX2386  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2386
 AX2386                          STATION DESCRIPTION
 AX2386
 AX2386'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX2386'8.3 MI W FROM BELMONT.
 AX2386'SEGUIN, 8.3 MI. E. ALONG US HIGHWAY 90 A FROM FARM ROAD 466 JCT. 0.8
 AX2386'MI. E. ALONG AN ASPHALT ROAD, ABOUT 350 FEET W. OF CURVE, 11 FEET N.
 AX2386'OF AND ABOUT SAME ELEVATION AS CENTERLINE OF ROAD, SET HORIZONTALLY IN
 AX2386'W. END OF N. HEADWALL OF SMALL CONCRETE BRIDGE.
 AX2386
 AX2386                          STATION RECOVERY (1988)
 AX2386
 AX2386'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2386'RECOVERED IN GOOD CONDITION.
 AX2386
 AX2386                          STATION RECOVERY (1993)
 AX2386
 AX2386'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2386'RECOVERED IN GOOD CONDITION.
 AX2386
 AX2386                          STATION RECOVERY (1999)
 AX2386
 AX2386'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2386'RECOVERED IN GOOD CONDITION.
 AX2386
 AX2386                          STATION RECOVERY (2003)
 AX2386
 AX2386'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2843 ***********************************************************************
 AX2843  DESIGNATION -  A 835 RESET
 AX2843  PID         -  AX2843
 AX2843  STATE/COUNTY-  TX/GONZALES
 AX2843  USGS QUAD   -  COST (1987)
 AX2843
 AX2843                         *CURRENT SURVEY CONTROL
 AX2843  ___________________________________________________________________
 AX2843* NAD 83(1986)-  29 29 58.     (N)    097 31 12.     (W)     SCALED    
 AX2843* NAVD 88     -       114.43   (+/-2cm)     375.4    (feet)  VERTCON   
 AX2843  ___________________________________________________________________
 AX2843  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AX2843
 AX2843  VERT ORDER  -  THIRD (See Below)
 AX2843
 AX2843.The horizontal coordinates were scaled from a topographic map and have
 AX2843.an estimated accuracy of +/- 6 seconds.
 AX2843
 AX2843.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2843.The vertical order pertains to the NGVD 29 superseded value.
 AX2843
 AX2843.The geoid height was determined by GEOID03.
 AX2843
 AX2843;                    North         East    Units  Estimated Accuracy
 AX2843;SPC TXSC     - 4,185,560.      743,490.      MT  (+/- 180 meters Scaled)
 AX2843
 AX2843                          SUPERSEDED SURVEY CONTROL
 AX2843
 AX2843  NGVD 29 (01/29/03)  114.39   (m)          375.3    (f) RESET       3  
 AX2843
 AX2843.Superseded values are not recommended for survey control.
 AX2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2843.See file dsdata.txt to determine how the superseded data were derived.
 AX2843
 AX2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT434642(NAD 83)
 AX2843_MARKER: DV = VERTICAL CONTROL DISK
 AX2843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2843_SP_SET: CULVERT HEADWALL
 AX2843_STAMPING: A 835 RESET 1992
 AX2843_MARK LOGO: NGS   
 AX2843_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2843+STABILITY: SURFACE MOTION
 AX2843
 AX2843  HISTORY     - Date     Condition        Report By
 AX2843  HISTORY     - 1992     MONUMENTED       TXHD
 AX2843
 AX2843                          STATION DESCRIPTION
 AX2843
 AX2843'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1992
 AX2843'4.2 MILES (6.8 KM) WEST ALONG US 90A FROM THE JUNCTION OF US 183 AND
 AX2843'US 90A IN GONZALES, 0.55 MILE (0.89 KM) SOUTHWEST OF A FARM TO MARKET
 AX2843'ROAD JUNCTION AND 0.15 MILE (0.24 KM) SOUTHWEST OF A CURVE, AT A
 AX2843'CONCRETE CULVERT, IN THE WEST END OF THE NORTH HEADWALL, 35 FEET
 AX2843'(10.7 M) NORTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 3 FEET
 AX2843'(0.9 M) LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2074 ***********************************************************************
 AX2074  DESIGNATION -  A 836
 AX2074  PID         -  AX2074
 AX2074  STATE/COUNTY-  TX/GONZALES
 AX2074  USGS QUAD   -  LEESVILLE (1987)
 AX2074
 AX2074                         *CURRENT SURVEY CONTROL
 AX2074  ___________________________________________________________________
 AX2074* NAD 83(1986)-  29 27 13.     (N)    097 43 56.     (W)     SCALED    
 AX2074* NAVD 88     -       126.29   (+/-2cm)     414.3    (feet)  VERTCON   
 AX2074  ___________________________________________________________________
 AX2074  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2074
 AX2074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2074
 AX2074.The horizontal coordinates were scaled from a topographic map and have
 AX2074.an estimated accuracy of +/- 6 seconds.
 AX2074
 AX2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2074.The vertical order pertains to the NGVD 29 superseded value.
 AX2074
 AX2074.The geoid height was determined by GEOID03.
 AX2074
 AX2074;                    North         East    Units  Estimated Accuracy
 AX2074;SPC TXSC     - 4,180,240.      722,970.      MT  (+/- 180 meters Scaled)
 AX2074
 AX2074                          SUPERSEDED SURVEY CONTROL
 AX2074
 AX2074  NGVD 29 (??/??/92)  126.235  (m)          414.16   (f) ADJ UNCH    2 0
 AX2074
 AX2074.Superseded values are not recommended for survey control.
 AX2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2074.See file dsdata.txt to determine how the superseded data were derived.
 AX2074
 AX2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT229589(NAD 83)
 AX2074_MARKER: DB = BENCH MARK DISK
 AX2074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2074_SP_SET: CULVERT
 AX2074_STAMPING: A 836 1943
 AX2074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2074
 AX2074  HISTORY     - Date     Condition        Report By
 AX2074  HISTORY     - 1943     MONUMENTED       CGS
 AX2074
 AX2074                          STATION DESCRIPTION
 AX2074
 AX2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2074'3.35 MI N FROM LEESVILLE.
 AX2074'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 3.35 MI. N. ALONG STATE
 AX2074'HIGHWAY NO. 80 TO SITE OF BM.  BENCH MARK IS 18 FEET W. OF AND ABOUT
 AX2074'THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY.  IT IS SET
 AX2074'HORIZONTALLY IN THE S. END OF THE W. HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2831 ***********************************************************************
 AX2831  DESIGNATION -  A 836 RESET
 AX2831  PID         -  AX2831
 AX2831  STATE/COUNTY-  TX/GONZALES
 AX2831  USGS QUAD   -  LEESVILLE (1987)
 AX2831
 AX2831                         *CURRENT SURVEY CONTROL
 AX2831  ___________________________________________________________________
 AX2831* NAD 83(1986)-  29 27 13.     (N)    097 43 56.     (W)     SCALED    
 AX2831* NAVD 88     -       125.90   (+/-2cm)     413.1    (feet)  VERTCON   
 AX2831  ___________________________________________________________________
 AX2831  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2831
 AX2831  VERT ORDER  -  THIRD (See Below)
 AX2831
 AX2831.The horizontal coordinates were scaled from a topographic map and have
 AX2831.an estimated accuracy of +/- 6 seconds.
 AX2831
 AX2831.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2831.The vertical order pertains to the NGVD 29 superseded value.
 AX2831
 AX2831.The geoid height was determined by GEOID03.
 AX2831
 AX2831;                    North         East    Units  Estimated Accuracy
 AX2831;SPC TXSC     - 4,180,240.      722,970.      MT  (+/- 180 meters Scaled)
 AX2831
 AX2831                          SUPERSEDED SURVEY CONTROL
 AX2831
 AX2831  NGVD 29 (01/29/03)  125.84   (m)          412.9    (f) RESET       3  
 AX2831
 AX2831.Superseded values are not recommended for survey control.
 AX2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2831.See file dsdata.txt to determine how the superseded data were derived.
 AX2831
 AX2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT229589(NAD 83)
 AX2831_MARKER: DV = VERTICAL CONTROL DISK
 AX2831_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2831_SP_SET: CULVERT
 AX2831_STAMPING: A 836 RESET 1987
 AX2831_MARK LOGO: NGS   
 AX2831_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2831+STABILITY: SURFACE MOTION
 AX2831
 AX2831  HISTORY     - Date     Condition        Report By
 AX2831  HISTORY     - 1987     MONUMENTED       TXHD
 AX2831  HISTORY     - 20040815 GOOD             USPSQD
 AX2831
 AX2831                          STATION DESCRIPTION
 AX2831
 AX2831'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1987
 AX2831'FROM THE POST OFFICE IN LEESVILLE, PROCEED 3.35 MILES (5.39 KM)
 AX2831'NORTHERLY ALONG STATE HIGHWAY 80 TO MARK, IN THE SOUTHEAST CORNER OF
 AX2831'CULVERT, 24 FEET (7.3 M) LEFT OF THE HIGHWAY CENTERLINE AND SAME
 AX2831'ELEVATION AS THE CENTERLINE.
 AX2831
 AX2831                          STATION RECOVERY (2004)
 AX2831
 AX2831'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2034 ***********************************************************************
 AX2034  DESIGNATION -  A 837
 AX2034  PID         -  AX2034
 AX2034  STATE/COUNTY-  TX/GONZALES
 AX2034  USGS QUAD   -  LEESVILLE (1987)
 AX2034
 AX2034                         *CURRENT SURVEY CONTROL
 AX2034  ___________________________________________________________________
 AX2034* NAD 83(1986)-  29 24 51.     (N)    097 37 41.     (W)     SCALED    
 AX2034* NAVD 88     -       115.93   (+/-2cm)     380.3    (feet)  VERTCON   
 AX2034  ___________________________________________________________________
 AX2034  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AX2034
 AX2034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2034
 AX2034.The horizontal coordinates were scaled from a topographic map and have
 AX2034.an estimated accuracy of +/- 6 seconds.
 AX2034
 AX2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2034.The vertical order pertains to the NGVD 29 superseded value.
 AX2034
 AX2034.The geoid height was determined by GEOID03.
 AX2034
 AX2034;                    North         East    Units  Estimated Accuracy
 AX2034;SPC TXSC     - 4,175,980.      733,120.      MT  (+/- 180 meters Scaled)
 AX2034
 AX2034                          SUPERSEDED SURVEY CONTROL
 AX2034
 AX2034  NGVD 29 (??/??/92)  115.886  (m)          380.20   (f) ADJ UNCH    2 0
 AX2034
 AX2034.Superseded values are not recommended for survey control.
 AX2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2034.See file dsdata.txt to determine how the superseded data were derived.
 AX2034
 AX2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT330546(NAD 83)
 AX2034_MARKER: DB = BENCH MARK DISK
 AX2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2034_STAMPING: A 837 1943
 AX2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2034+STABILITY: SURFACE MOTION
 AX2034
 AX2034  HISTORY     - Date     Condition        Report By
 AX2034  HISTORY     - 1943     MONUMENTED       CGS
 AX2034
 AX2034                          STATION DESCRIPTION
 AX2034
 AX2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2034'0.8 MI SE FROM BEBE.
 AX2034'TO REACH FROM THE SCHOOL HOUSE AT BEBE, PROCEED 0.8 MI. S.E. ALONG THE
 AX2034'WRIGHTSBORO-BEBE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5
 AX2034'MI. E. OF THE INTERSECTION OF STATE HIGHWAY NO. 200 AND ABOUT 300 FEET
 AX2034'NORTH OF A WHITE FRAME HOUSE.  IT IS 30.5 FEET S. OF AND ABOUT THE
 AX2034'SAME ELEVATION AS THE CENTERLINE OF ROAD, 9 FEET E. OF A FENCE CORNER,
 AX2034'1.8 FEET S. OF THE RIGHT-OF-WAY FENCE, AND 3 FEET E. OF A 4X4 INCH
 AX2034'WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2064 ***********************************************************************
 AX2064  DESIGNATION -  A 838 RESET 1972
 AX2064  PID         -  AX2064
 AX2064  STATE/COUNTY-  TX/GUADALUPE
 AX2064  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX2064
 AX2064                         *CURRENT SURVEY CONTROL
 AX2064  ___________________________________________________________________
 AX2064* NAD 83(1986)-  29 29 00.     (N)    097 53 24.     (W)     SCALED    
 AX2064* NAVD 88     -       177.71   (+/-2cm)     583.0    (feet)  VERTCON   
 AX2064  ___________________________________________________________________
 AX2064  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2064
 AX2064  VERT ORDER  -  THIRD (See Below)
 AX2064
 AX2064.The horizontal coordinates were scaled from a topographic map and have
 AX2064.an estimated accuracy of +/- 6 seconds.
 AX2064
 AX2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2064.The vertical order pertains to the NGVD 29 superseded value.
 AX2064
 AX2064.The geoid height was determined by GEOID03.
 AX2064
 AX2064;                    North         East    Units  Estimated Accuracy
 AX2064;SPC TXSC     - 4,183,370.      707,630.      MT  (+/- 180 meters Scaled)
 AX2064
 AX2064                          SUPERSEDED SURVEY CONTROL
 AX2064
 AX2064  NGVD 29 (01/29/03)  177.64   (m)          582.8    (f) RESET       3  
 AX2064
 AX2064.Superseded values are not recommended for survey control.
 AX2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2064.See file dsdata.txt to determine how the superseded data were derived.
 AX2064
 AX2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT076620(NAD 83)
 AX2064_MARKER: DB = BENCH MARK DISK
 AX2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2064_STAMPING: A 838 RESET 1972
 AX2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2064+STABILITY: SURFACE MOTION
 AX2064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2064+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2064
 AX2064  HISTORY     - Date     Condition        Report By
 AX2064  HISTORY     - 1972     MONUMENTED       NGS
 AX2064  HISTORY     - 20030517 GOOD             USPSQD
 AX2064
 AX2064                          STATION DESCRIPTION
 AX2064
 AX2064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX2064'8 MI SE FROM SEGUIN.
 AX2064'FROM THE INTERSECTION OF U.S. HIGHWAY 90A AND STATE HIGHWAY 123, AT
 AX2064'THE COURTHOUSE SQUARE IN SEGUIN.  GO SOUTH ON STATE HIGHWAY 123 FOR
 AX2064'6.1 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY ON
 AX2064'SURFACE ROAD FOR 3.45 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE
 AX2064'EASTERLY OR STRAIGHT AHEAD FOR 0.15 MILE TO CREEK BOTTOM, CONTINUE
 AX2064'STRAIGHT AHEAD EASTERLY FOR 0.1 MILE TO MARK ON THE RIGHT.  A STANDARD
 AX2064'DISK, SET IN THE TOP OF A SQUARE CONCRETE POST, THAT PROJECTS ABOUT
 AX2064'4-INCHES AND IS STAMPED A 838 RESET 1972.  IT IS 40 FEET
 AX2064'EAST-NORTHEAST OF A LARGE MESQUITE TREE, 37 FEET SOUTH OF THE CENTER
 AX2064'OF ROAD, 32 FEET WEST OF THE WEST END OF GATE, 2.6 FEET EAST OF A
 AX2064'METAL WITNESS POST AND 0.6 FEET NORTH OF THE FENCE-LINE.
 AX2064
 AX2064                          STATION RECOVERY (2003)
 AX2064
 AX2064'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX2064'WAAS DGPS (GARMIN 76, 3D DIFFERENTIAL, 3 SATELLITES) READING OVER MARK
 AX2064'- 29 29 00.5 (N) - 097 53 26.0 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1698 ***********************************************************************
 AX1698  DESIGNATION -  A 839
 AX1698  PID         -  AX1698
 AX1698  STATE/COUNTY-  TX/VICTORIA
 AX1698  USGS QUAD   -  FORDTRAN (1987)
 AX1698
 AX1698                         *CURRENT SURVEY CONTROL
 AX1698  ___________________________________________________________________
 AX1698* NAD 83(1986)-  29 00 32.     (N)    097 04 55.     (W)     SCALED    
 AX1698* NAVD 88     -        58.88   (+/-2cm)     193.2    (feet)  VERTCON   
 AX1698  ___________________________________________________________________
 AX1698  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX1698
 AX1698  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1698
 AX1698.The horizontal coordinates were scaled from a topographic map and have
 AX1698.an estimated accuracy of +/- 6 seconds.
 AX1698
 AX1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1698.The vertical order pertains to the NGVD 29 superseded value.
 AX1698
 AX1698.The geoid height was determined by GEOID03.
 AX1698
 AX1698;                    North         East    Units  Estimated Accuracy
 AX1698;SPC TXSC     - 4,131,820.      786,850.      MT  (+/- 180 meters Scaled)
 AX1698
 AX1698                          SUPERSEDED SURVEY CONTROL
 AX1698
 AX1698  NGVD 29 (??/??/92)   58.915  (m)          193.29   (f) ADJ UNCH    2 0
 AX1698
 AX1698.Superseded values are not recommended for survey control.
 AX1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1698.See file dsdata.txt to determine how the superseded data were derived.
 AX1698
 AX1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT868104(NAD 83)
 AX1698_MARKER: DB = BENCH MARK DISK
 AX1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1698_STAMPING: A 839 1943
 AX1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1698+STABILITY: SURFACE MOTION
 AX1698
 AX1698  HISTORY     - Date     Condition        Report By
 AX1698  HISTORY     - 1943     MONUMENTED       CGS
 AX1698
 AX1698                          STATION DESCRIPTION
 AX1698
 AX1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1698'9.35 MI NE FROM NURSERY.
 AX1698'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 7.35 MILES
 AX1698'NORTHERLY ALONG THE NURSERY-FORDTRAN ROAD TO A WOODEN GATE AND A
 AX1698'PRIVATE ROAD INTERSECTION LEADING NORTHWESTERLY INTO THE WELDER RANCH,
 AX1698'THENCE 2.0 MILES NORTHWESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1698'ABOUT 0.4 MILE NORTHWEST OF A Y-ROAD INTERSECTION, AND ABOUT 0.1 MILE
 AX1698'NORTHWEST OF A DRY CREEK BED.  IT IS 15.5 FEET NORTHEAST OF AND ABOUT
 AX1698'THE SAME ELEVATION AS THE CENTERLINE OF ROAD, AND 3.5 FEET NORTHWEST
 AX1698'OF A 4X4-INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0975 ***********************************************************************
 BZ0975  DESIGNATION -  A 84
 BZ0975  PID         -  BZ0975
 BZ0975  STATE/COUNTY-  TX/CORYELL
 BZ0975  USGS QUAD   -  TWIN MOUNTAINS (1995)
 BZ0975
 BZ0975                         *CURRENT SURVEY CONTROL
 BZ0975  ___________________________________________________________________
 BZ0975* NAD 83(1986)-  31 08 28.     (N)    097 55 33.     (W)     SCALED    
 BZ0975* NAVD 88     -       331.833  (meters)    1088.69   (feet)  ADJUSTED  
 BZ0975  ___________________________________________________________________
 BZ0975  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BZ0975  DYNAMIC HT  -         331.389 (meters)    1087.23  (feet)  COMP
 BZ0975  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 BZ0975
 BZ0975  VERT ORDER  -  FIRST     CLASS II
 BZ0975
 BZ0975.The horizontal coordinates were scaled from a topographic map and have
 BZ0975.an estimated accuracy of +/- 6 seconds.
 BZ0975
 BZ0975.The orthometric height was determined by differential leveling
 BZ0975.and adjusted by the National Geodetic Survey in June 1991..
 BZ0975
 BZ0975.The geoid height was determined by GEOID03.
 BZ0975
 BZ0975.The dynamic height is computed by dividing the NAVD 88
 BZ0975.geopotential number by the normal gravity value computed on the
 BZ0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0975.degrees latitude (g = 980.6199 gals.).
 BZ0975
 BZ0975.The modeled gravity was interpolated from observed gravity values.
 BZ0975
 BZ0975;                    North         East    Units  Estimated Accuracy
 BZ0975;SPC TX C     - 3,165,930.      929,540.      MT  (+/- 180 meters Scaled)
 BZ0975
 BZ0975                          SUPERSEDED SURVEY CONTROL
 BZ0975
 BZ0975  NGVD 29 (??/??/92)  331.733  (m)         1088.36   (f) ADJ UNCH    1 2
 BZ0975
 BZ0975.Superseded values are not recommended for survey control.
 BZ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0975.See file dsdata.txt to determine how the superseded data were derived.
 BZ0975
 BZ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV023457(NAD 83)
 BZ0975_MARKER: DB = BENCH MARK DISK
 BZ0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0975_STAMPING: 1088.466 A 84 1932
 BZ0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0975+STABILITY: SURFACE MOTION
 BZ0975
 BZ0975  HISTORY     - Date     Condition        Report By
 BZ0975  HISTORY     - 1932     MONUMENTED       CGS
 BZ0975  HISTORY     - 1958     MARK NOT FOUND   DOD
 BZ0975  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0975
 BZ0975                          STATION DESCRIPTION
 BZ0975
 BZ0975'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 BZ0975'2.0 MI NW FROM COPPERAS COVE.
 BZ0975'2.0 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0975'THE STATION AT COPPERAS COVE, CORYELL COUNTY, OPPOSITE THE FIRST POLE
 BZ0975'SOUTHEAST OF MILEPOST 256, 14 RAILS NORTHWEST OF BLOCK SIGNAL 2552, 40
 BZ0975'FEET NORTHEAST OF THE TRACK, 2 FEET INSIDE THE RIGHT-OF-WAY FENCE, AND
 BZ0975'SET IN THE TOP OF A CONCRETE POST.
 BZ0975
 BZ0975                          STATION RECOVERY (1983)
 BZ0975
 BZ0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1147 ***********************************************************************
 AX1147  DESIGNATION -  A 841
 AX1147  PID         -  AX1147
 AX1147  STATE/COUNTY-  TX/COLORADO
 AX1147  USGS QUAD   -  WEIMAR (1981)
 AX1147
 AX1147                         *CURRENT SURVEY CONTROL
 AX1147  ___________________________________________________________________
 AX1147* NAD 83(1986)-  29 43 12.     (N)    096 46 47.     (W)     SCALED    
 AX1147* NAVD 88     -       106.84   (+/-2cm)     350.5    (feet)  VERTCON   
 AX1147  ___________________________________________________________________
 AX1147  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX1147
 AX1147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1147
 AX1147.The horizontal coordinates were scaled from a topographic map and have
 AX1147.an estimated accuracy of +/- 6 seconds.
 AX1147
 AX1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1147.The vertical order pertains to the NGVD 29 superseded value.
 AX1147
 AX1147.The geoid height was determined by GEOID03.
 AX1147
 AX1147;                    North         East    Units  Estimated Accuracy
 AX1147;SPC TXSC     - 4,211,130.      814,790.      MT  (+/- 180 meters Scaled)
 AX1147
 AX1147                          SUPERSEDED SURVEY CONTROL
 AX1147
 AX1147  NGVD 29 (??/??/92)  106.808  (m)          350.42   (f) ADJ UNCH    2 0
 AX1147
 AX1147.Superseded values are not recommended for survey control.
 AX1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1147.See file dsdata.txt to determine how the superseded data were derived.
 AX1147
 AX1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT147898(NAD 83)
 AX1147_MARKER: DB = BENCH MARK DISK
 AX1147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1147_SP_SET: BRIDGE
 AX1147_STAMPING: A 841 1943
 AX1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1147
 AX1147  HISTORY     - Date     Condition        Report By
 AX1147  HISTORY     - 1943     MONUMENTED       CGS
 AX1147  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX1147  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AX1147
 AX1147                          STATION DESCRIPTION
 AX1147
 AX1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1147'1.2 MI N FROM WEIMAR.
 AX1147'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 1.2 MILE NORTHERLY
 AX1147'ALONG A GRAVEL ROAD TO A STEEL BRIDGE AND SITE OF BENCH MARK.  BENCH
 AX1147'MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTHEAST END OF THE
 AX1147'SOUTHWEST CONCRETE WINGWALL OF A 50.0 FOOT STEEL BRIDGE OVER A CREEK.
 AX1147'IT IS 7.7 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AX1147'OF THE ROAD.
 AX1147
 AX1147                          STATION RECOVERY (1990)
 AX1147
 AX1147'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1147'MARK NOT FOUND.
 AX1147
 AX1147                          STATION RECOVERY (2004)
 AX1147
 AX1147'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1491 ***********************************************************************
 AX1491  DESIGNATION -  A 842
 AX1491  PID         -  AX1491
 AX1491  STATE/COUNTY-  TX/FAYETTE
 AX1491  USGS QUAD   -  MULDOON (1981)
 AX1491
 AX1491                         *CURRENT SURVEY CONTROL
 AX1491  ___________________________________________________________________
 AX1491* NAD 83(1986)-  29 48 23.     (N)    097 04 03.     (W)     SCALED    
 AX1491* NAVD 88     -        96.80   (+/-2cm)     317.6    (feet)  VERTCON   
 AX1491  ___________________________________________________________________
 AX1491  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AX1491
 AX1491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1491
 AX1491.The horizontal coordinates were scaled from a topographic map and have
 AX1491.an estimated accuracy of +/- 6 seconds.
 AX1491
 AX1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1491.The vertical order pertains to the NGVD 29 superseded value.
 AX1491
 AX1491.The geoid height was determined by GEOID03.
 AX1491
 AX1491;                    North         East    Units  Estimated Accuracy
 AX1491;SPC TXSC     - 4,220,210.      786,790.      MT  (+/- 180 meters Scaled)
 AX1491
 AX1491                          SUPERSEDED SURVEY CONTROL
 AX1491
 AX1491  NGVD 29 (??/??/92)   96.758  (m)          317.45   (f) ADJ UNCH    2 0
 AX1491
 AX1491.Superseded values are not recommended for survey control.
 AX1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1491.See file dsdata.txt to determine how the superseded data were derived.
 AX1491
 AX1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT867988(NAD 83)
 AX1491_MARKER: DB = BENCH MARK DISK
 AX1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1491_STAMPING: A 842 1943
 AX1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1491+STABILITY: SURFACE MOTION
 AX1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1491+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AX1491
 AX1491  HISTORY     - Date     Condition        Report By
 AX1491  HISTORY     - 1943     MONUMENTED       CGS
 AX1491  HISTORY     - 20041207 GOOD             USPSQD
 AX1491
 AX1491                          STATION DESCRIPTION
 AX1491
 AX1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1491'1.0 MI SE FROM MULDOON.
 AX1491'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1491'STATION AT MULDOON, PROCEED 1.0 MILE SOUTHEASTERLY ALONG A SAND STONE
 AX1491'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.15 MILE NORTHWEST OF A
 AX1491'STEEL BRIDGE OVER A CREEK.  IT IS 23.0 FEET NORTHEAST OF AND ABOUT THE
 AX1491'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 1.5 FOOT NORTHEAST OF
 AX1491'THE NORTHEAST RIGHT-OF-WAY FENCE AND 2.2 FEET SOUTHEAST OF A 4X4 INCH
 AX1491'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AX1491
 AX1491                          STATION RECOVERY (2004)
 AX1491
 AX1491'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1491'OLD ORANGE TAPE FOUND ON THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0926 ***********************************************************************
 AX0926  DESIGNATION -  A 843
 AX0926  PID         -  AX0926
 AX0926  STATE/COUNTY-  TX/FAYETTE
 AX0926  USGS QUAD   -  SWISS ALP (1981)
 AX0926
 AX0926                         *CURRENT SURVEY CONTROL
 AX0926  ___________________________________________________________________
 AX0926* NAD 83(1986)-  29 49 44.     (N)    096 54 39.     (W)     SCALED    
 AX0926* NAVD 88     -       118.689  (meters)     389.40   (feet)  ADJUSTED  
 AX0926  ___________________________________________________________________
 AX0926  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AX0926  DYNAMIC HT  -         118.524 (meters)     388.86  (feet)  COMP
 AX0926  MODELED GRAV-     979,254.9   (mgal)                       NAVD 88
 AX0926
 AX0926  VERT ORDER  -  FIRST     CLASS I
 AX0926
 AX0926.The horizontal coordinates were scaled from a topographic map and have
 AX0926.an estimated accuracy of +/- 6 seconds.
 AX0926
 AX0926.The orthometric height was determined by differential leveling
 AX0926.and adjusted by the National Geodetic Survey in June 1991..
 AX0926
 AX0926.The geoid height was determined by GEOID03.
 AX0926
 AX0926.The dynamic height is computed by dividing the NAVD 88
 AX0926.geopotential number by the normal gravity value computed on the
 AX0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0926.degrees latitude (g = 980.6199 gals.).
 AX0926
 AX0926.The modeled gravity was interpolated from observed gravity values.
 AX0926
 AX0926;                    North         East    Units  Estimated Accuracy
 AX0926;SPC TXSC     - 4,222,970.      801,890.      MT  (+/- 180 meters Scaled)
 AX0926
 AX0926                          SUPERSEDED SURVEY CONTROL
 AX0926
 AX0926  NGVD 29 (??/??/92)  118.650  (m)          389.27   (f) ADJ UNCH    1 1
 AX0926
 AX0926.Superseded values are not recommended for survey control.
 AX0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0926.See file dsdata.txt to determine how the superseded data were derived.
 AX0926
 AX0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU018016(NAD 83)
 AX0926_MARKER: DB = BENCH MARK DISK
 AX0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0926_SP_SET: CULVERT
 AX0926_STAMPING: A 843 1943
 AX0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0926
 AX0926  HISTORY     - Date     Condition        Report By
 AX0926  HISTORY     - 1943     MONUMENTED       CGS
 AX0926  HISTORY     - 1972     GOOD             NGS
 AX0926  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0926  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0926  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0926  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0926  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0926  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AX0926
 AX0926                          STATION DESCRIPTION
 AX0926
 AX0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0926'6.5 MI S FROM LA GRANGE.
 AX0926'ABOUT 6.5 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT LA
 AX0926'GRANGE, ABOUT 0.4 MILE NORTH OF THE INTERSECTION OF A GRAVELED ROAD,
 AX0926'ABOUT 0.15 MILE NORTH OF A PRIVATE ROAD WHICH LEADS WEST TO THE WINDY
 AX0926'HILL FARMS, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AX0926'TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A 4- X 4- FOOT
 AX0926'BOX CULVERT, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AX0926
 AX0926                          STATION RECOVERY (1987)
 AX0926
 AX0926'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX0926'MARK NOT FOUND.
 AX0926
 AX0926                          STATION RECOVERY (1987)
 AX0926
 AX0926'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 AX0926'MARK NOT FOUND.
 AX0926
 AX0926                          STATION RECOVERY (1990)
 AX0926
 AX0926'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AX0926'MARK NOT FOUND.
 AX0926
 AX0926                          STATION RECOVERY (1990)
 AX0926
 AX0926'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0926'MARK NOT FOUND.
 AX0926
 AX0926                          STATION RECOVERY (1991)
 AX0926
 AX0926'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 AX0926'MARK NOT FOUND.
 AX0926
 AX0926                          STATION RECOVERY (2004)
 AX0926
 AX0926'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0953 ***********************************************************************
 AX0953  DESIGNATION -  A 845
 AX0953  PID         -  AX0953
 AX0953  STATE/COUNTY-  TX/LAVACA
 AX0953  USGS QUAD   -  MORAVIA (1981)
 AX0953
 AX0953                         *CURRENT SURVEY CONTROL
 AX0953  ___________________________________________________________________
 AX0953* NAD 83(1986)-  29 35 42.     (N)    096 54 58.     (W)     SCALED    
 AX0953* NAVD 88     -        98.52   (+/-2cm)     323.2    (feet)  VERTCON   
 AX0953  ___________________________________________________________________
 AX0953  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0953
 AX0953  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0953
 AX0953.The horizontal coordinates were scaled from a topographic map and have
 AX0953.an estimated accuracy of +/- 6 seconds.
 AX0953
 AX0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0953.The vertical order pertains to the NGVD 29 superseded value.
 AX0953
 AX0953.The geoid height was determined by GEOID03.
 AX0953
 AX0953;                    North         East    Units  Estimated Accuracy
 AX0953;SPC TXSC     - 4,197,040.      801,840.      MT  (+/- 180 meters Scaled)
 AX0953
 AX0953                          SUPERSEDED SURVEY CONTROL
 AX0953
 AX0953  NGVD 29 (??/??/92)   98.50   (m)          323.2    (f) COMPUTED    2 0
 AX0953
 AX0953.Superseded values are not recommended for survey control.
 AX0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0953.See file dsdata.txt to determine how the superseded data were derived.
 AX0953
 AX0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT018757(NAD 83)
 AX0953_MARKER: DB = BENCH MARK DISK
 AX0953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0953_SP_SET: CULVERT
 AX0953_STAMPING: A 845 1943
 AX0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0953
 AX0953  HISTORY     - Date     Condition        Report By
 AX0953  HISTORY     - 1943     MONUMENTED       CGS
 AX0953  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0953
 AX0953                          STATION DESCRIPTION
 AX0953
 AX0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0953'6.4 MI S FROM SCHULENBURG.
 AX0953'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY
 AX0953'NO.77 AT SCHULENBURG, PROCEED 6.4 MILES SOUTHERLY ALONG U.S. HIGHWAY
 AX0953'NO.77 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX0953'HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 2X3
 AX0953'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 12.2 FEET WEST OF
 AX0953'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX0953
 AX0953                          STATION RECOVERY (1997)
 AX0953
 AX0953'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0954 ***********************************************************************
 AX0954  DESIGNATION -  A 845 RESET 1956
 AX0954  PID         -  AX0954
 AX0954  STATE/COUNTY-  TX/LAVACA
 AX0954  USGS QUAD   -  MORAVIA (1981)
 AX0954
 AX0954                         *CURRENT SURVEY CONTROL
 AX0954  ___________________________________________________________________
 AX0954* NAD 83(1986)-  29 35 42.     (N)    096 54 58.     (W)     SCALED    
 AX0954* NAVD 88     -        98.413  (meters)     322.88   (feet)  ADJUSTED  
 AX0954  ___________________________________________________________________
 AX0954  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0954  DYNAMIC HT  -          98.275 (meters)     322.42  (feet)  COMP
 AX0954  MODELED GRAV-     979,240.6   (mgal)                       NAVD 88
 AX0954
 AX0954  VERT ORDER  -  FIRST     CLASS I
 AX0954
 AX0954.The horizontal coordinates were scaled from a topographic map and have
 AX0954.an estimated accuracy of +/- 6 seconds.
 AX0954
 AX0954.The orthometric height was determined by differential leveling
 AX0954.and adjusted by the National Geodetic Survey in June 1991..
 AX0954
 AX0954.The geoid height was determined by GEOID03.
 AX0954
 AX0954.The dynamic height is computed by dividing the NAVD 88
 AX0954.geopotential number by the normal gravity value computed on the
 AX0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0954.degrees latitude (g = 980.6199 gals.).
 AX0954
 AX0954.The modeled gravity was interpolated from observed gravity values.
 AX0954
 AX0954;                    North         East    Units  Estimated Accuracy
 AX0954;SPC TXSC     - 4,197,040.      801,840.      MT  (+/- 180 meters Scaled)
 AX0954
 AX0954                          SUPERSEDED SURVEY CONTROL
 AX0954
 AX0954  NGVD 29 (??/??/92)   98.389  (m)          322.80   (f) ADJ UNCH    1 1
 AX0954
 AX0954.Superseded values are not recommended for survey control.
 AX0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0954.See file dsdata.txt to determine how the superseded data were derived.
 AX0954
 AX0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT018757(NAD 83)
 AX0954_MARKER: DB = BENCH MARK DISK
 AX0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0954_SP_SET: CULVERT
 AX0954_STAMPING: A 845 RESET 1956
 AX0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0954
 AX0954  HISTORY     - Date     Condition        Report By
 AX0954  HISTORY     - 1956     MONUMENTED       CGS
 AX0954  HISTORY     - 1972     GOOD             NGS
 AX0954  HISTORY     - 1990     GOOD             USPSQD
 AX0954  HISTORY     - 19970607 POOR             USPSQD
 AX0954
 AX0954                          STATION DESCRIPTION
 AX0954
 AX0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0954'6.25 MI S FROM SCHULENBURG.
 AX0954'ABOUT 6.25 MILES SOUTH ALONG U. S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0954'U. S. HIGHWAY 90 AT SCHULENBURG, 0.85 MILE NORTH OF THE NORTH END OF A
 AX0954'ROADSIDE PARK ALONG THE WEST SIDE OF THE HIGHWAY, 23 FEET WEST OF THE
 AX0954'CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF THE CENTER LINE OF A
 AX0954'NARROW DRIVEWAY LEADING WEST, 41 FEET NORTHEAST OF A 30-INCH OAK TREE,
 AX0954'SET IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEADWALL FOR A
 AX0954'2-BY-2-FOOT BOX CULVERT UNDER THE HIGHWAY AND ABOUT LEVEL WITH THE
 AX0954'HIGHWAY.
 AX0954
 AX0954                          STATION RECOVERY (1990)
 AX0954
 AX0954'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0954'RECOVERED IN GOOD CONDITION.
 AX0954
 AX0954                          STATION RECOVERY (1997)
 AX0954
 AX0954'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0954'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1732 ***********************************************************************
 AX1732  DESIGNATION -  A 847
 AX1732  PID         -  AX1732
 AX1732  STATE/COUNTY-  TX/LAVACA
 AX1732  USGS QUAD   -  WIED (1987)
 AX1732
 AX1732                         *CURRENT SURVEY CONTROL
 AX1732  ___________________________________________________________________
 AX1732* NAD 83(1986)-  29 28 38.     (N)    097 06 56.     (W)     SCALED    
 AX1732* NAVD 88     -        94.69   (+/-2cm)     310.7    (feet)  VERTCON   
 AX1732  ___________________________________________________________________
 AX1732  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1732
 AX1732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1732
 AX1732.The horizontal coordinates were scaled from a topographic map and have
 AX1732.an estimated accuracy of +/- 6 seconds.
 AX1732
 AX1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1732.The vertical order pertains to the NGVD 29 superseded value.
 AX1732
 AX1732.The geoid height was determined by GEOID03.
 AX1732
 AX1732;                    North         East    Units  Estimated Accuracy
 AX1732;SPC TXSC     - 4,183,660.      782,740.      MT  (+/- 180 meters Scaled)
 AX1732
 AX1732                          SUPERSEDED SURVEY CONTROL
 AX1732
 AX1732  NGVD 29 (??/??/92)   94.67   (m)          310.6    (f) COMPUTED    2 0
 AX1732
 AX1732.Superseded values are not recommended for survey control.
 AX1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1732.See file dsdata.txt to determine how the superseded data were derived.
 AX1732
 AX1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT827623(NAD 83)
 AX1732_MARKER: DB = BENCH MARK DISK
 AX1732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1732_SP_SET: BRIDGE
 AX1732_STAMPING: A 847 1943
 AX1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1732
 AX1732  HISTORY     - Date     Condition        Report By
 AX1732  HISTORY     - 1943     MONUMENTED       CGS
 AX1732
 AX1732                          STATION DESCRIPTION
 AX1732
 AX1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1732'6.65 MI NE FROM SHINER.
 AX1732'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1732'STATION AT SHINER, PROCEED 4.05 MILES NORTHERLY ALONG THE TRACK TO A
 AX1732'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 2.6 MILES EASTERLY ALONG
 AX1732'A DIRT ROAD TO A CONCRETE BRIDGE AND SITE OF BENCH MARK.  BENCH MARK
 AX1732'IS SET HORIZONTALLY IN THE TOP OF THE NORTHWEST END OF THE NORTHWEST
 AX1732'WINGWALL OF A 16.0 FOOT CONCRETE BRIDGE OVER A CREEK.  IT IS 8.5 FEET
 AX1732'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1752 ***********************************************************************
 AX1752  DESIGNATION -  A 848
 AX1752  PID         -  AX1752
 AX1752  STATE/COUNTY-  TX/LAVACA
 AX1752  USGS QUAD   -  WIED (1987)
 AX1752
 AX1752                         *CURRENT SURVEY CONTROL
 AX1752  ___________________________________________________________________
 AX1752* NAD 83(1986)-  29 27 56.     (N)    097 03 47.     (W)     SCALED    
 AX1752* NAVD 88     -        96.79   (+/-2cm)     317.6    (feet)  VERTCON   
 AX1752  ___________________________________________________________________
 AX1752  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX1752
 AX1752  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1752
 AX1752.The horizontal coordinates were scaled from a topographic map and have
 AX1752.an estimated accuracy of +/- 6 seconds.
 AX1752
 AX1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1752.The vertical order pertains to the NGVD 29 superseded value.
 AX1752
 AX1752.The geoid height was determined by GEOID03.
 AX1752
 AX1752;                    North         East    Units  Estimated Accuracy
 AX1752;SPC TXSC     - 4,182,450.      787,850.      MT  (+/- 180 meters Scaled)
 AX1752
 AX1752                          SUPERSEDED SURVEY CONTROL
 AX1752
 AX1752  NGVD 29 (??/??/92)   96.78   (m)          317.5    (f) COMPUTED    2 0
 AX1752
 AX1752.Superseded values are not recommended for survey control.
 AX1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1752.See file dsdata.txt to determine how the superseded data were derived.
 AX1752
 AX1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT878611(NAD 83)
 AX1752_MARKER: DB = BENCH MARK DISK
 AX1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1752_STAMPING: A 848 1943
 AX1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1752+STABILITY: SURFACE MOTION
 AX1752
 AX1752  HISTORY     - Date     Condition        Report By
 AX1752  HISTORY     - 1943     MONUMENTED       CGS
 AX1752
 AX1752                          STATION DESCRIPTION
 AX1752
 AX1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1752'2.55 MI N FROM WIED.
 AX1752'TO REACH FROM THE SCHOOL BUILDING AT WIED, PROCEED 1.6 MILE NORTHERLY
 AX1752'ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT T ROAD, THENCE 0.55
 AX1752'MILE WESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD
 AX1752'LEADING NORTH, THENCE 0.4 MILE NORTHERLY ALONG A DIRT ROAD TO A T
 AX1752'FENCE CORNER ON THE EAST SIDE OF THE ROAD AND SITE OF BENCH MARK.
 AX1752'BENCH MARK IS 0.35 MILE SOUTH OF THE CHARLOTTENDURG CHURCH AND
 AX1752'CEMETERY.  IT IS 29.9 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1752'CENTERLINE OF THE ROAD, 12.3 FEET NORTH OF A T FENCE CORNER POST, 3.1
 AX1752'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE AND 3.5 FEET SOUTH OF A 4X4
 AX1752'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2098 ***********************************************************************
 AX2098  DESIGNATION -  A 849
 AX2098  PID         -  AX2098
 AX2098  STATE/COUNTY-  TX/GONZALES
 AX2098  USGS QUAD   -  COST (1987)
 AX2098
 AX2098                         *CURRENT SURVEY CONTROL
 AX2098  ___________________________________________________________________
 AX2098* NAD 83(1986)-  29 24 49.     (N)    097 31 01.     (W)     SCALED    
 AX2098* NAVD 88     -        90.41   (+/-2cm)     296.6    (feet)  VERTCON   
 AX2098  ___________________________________________________________________
 AX2098  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AX2098
 AX2098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2098
 AX2098.The horizontal coordinates were scaled from a topographic map and have
 AX2098.an estimated accuracy of +/- 6 seconds.
 AX2098
 AX2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2098.The vertical order pertains to the NGVD 29 superseded value.
 AX2098
 AX2098.The geoid height was determined by GEOID03.
 AX2098
 AX2098;                    North         East    Units  Estimated Accuracy
 AX2098;SPC TXSC     - 4,176,050.      743,910.      MT  (+/- 180 meters Scaled)
 AX2098
 AX2098                          SUPERSEDED SURVEY CONTROL
 AX2098
 AX2098  NGVD 29 (??/??/92)   90.377  (m)          296.51   (f) ADJ UNCH    2 0
 AX2098
 AX2098.Superseded values are not recommended for survey control.
 AX2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2098.See file dsdata.txt to determine how the superseded data were derived.
 AX2098
 AX2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT438547(NAD 83)
 AX2098_MARKER: DB = BENCH MARK DISK
 AX2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2098_STAMPING: A 849 1943
 AX2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2098+STABILITY: SURFACE MOTION
 AX2098
 AX2098  HISTORY     - Date     Condition        Report By
 AX2098  HISTORY     - 1943     MONUMENTED       CGS
 AX2098  HISTORY     - 1960     MARK NOT FOUND   LOCENG
 AX2098
 AX2098                          STATION DESCRIPTION
 AX2098
 AX2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2098'5.0 MI SE FROM COST.
 AX2098'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO.200 AND A GRAVEL ROAD
 AX2098'(2.15 MILES NORTHEAST OF THE SCHOOL BUILDING AT COST), PROCEED 2.85
 AX2098'MILES SOUTHWESTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH
 AX2098'MARK IS 0.15 MILE SOUTHWEST OF A 54.0 FOOT STEEL BRIDGE IN THE ROAD.
 AX2098'IT IS 54.0 YARDS NORTHEAST OF THE BOTTOM OF A SHARP DIP IN THE ROAD,
 AX2098'28.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AX2098'OF THE ROAD, 22.7 FEET SOUTHWEST OF A 2.0 FOOT OAK TREE AND 2.9 FEET
 AX2098'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AX2098'0.2 FOOT.
 AX2098
 AX2098                          STATION RECOVERY (1960)
 AX2098
 AX2098'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 AX2098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0246 ***********************************************************************
 CA0246  DESIGNATION -  A 85
 CA0246  PID         -  CA0246
 CA0246  STATE/COUNTY-  TX/MILLS
 CA0246  USGS QUAD   -  MULLIN (1980)
 CA0246
 CA0246                         *CURRENT SURVEY CONTROL
 CA0246  ___________________________________________________________________
 CA0246* NAD 83(1986)-  31 34 04.     (N)    098 41 11.     (W)     SCALED    
 CA0246* NAVD 88     -       452.904  (meters)    1485.90   (feet)  ADJUSTED  
 CA0246  ___________________________________________________________________
 CA0246  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CA0246  DYNAMIC HT  -         452.312 (meters)    1483.96  (feet)  COMP
 CA0246  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 CA0246
 CA0246  VERT ORDER  -  FIRST     CLASS II
 CA0246
 CA0246.The horizontal coordinates were scaled from a topographic map and have
 CA0246.an estimated accuracy of +/- 6 seconds.
 CA0246
 CA0246.The orthometric height was determined by differential leveling
 CA0246.and adjusted by the National Geodetic Survey in June 1991..
 CA0246
 CA0246.The geoid height was determined by GEOID03.
 CA0246
 CA0246.The dynamic height is computed by dividing the NAVD 88
 CA0246.geopotential number by the normal gravity value computed on the
 CA0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0246.degrees latitude (g = 980.6199 gals.).
 CA0246
 CA0246.The modeled gravity was interpolated from observed gravity values.
 CA0246
 CA0246;                    North         East    Units  Estimated Accuracy
 CA0246;SPC TX C     - 3,211,910.      856,330.      MT  (+/- 180 meters Scaled)
 CA0246
 CA0246                          SUPERSEDED SURVEY CONTROL
 CA0246
 CA0246  NGVD 29 (??/??/92)  452.809  (m)         1485.59   (f) ADJ UNCH    1 2
 CA0246
 CA0246.Superseded values are not recommended for survey control.
 CA0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0246.See file dsdata.txt to determine how the superseded data were derived.
 CA0246
 CA0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV297925(NAD 83)
 CA0246_MARKER: DB = BENCH MARK DISK
 CA0246_SETTING: 0 = UNSPECIFIED SETTING
 CA0246_MARK LOGO: CGS   
 CA0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0246
 CA0246  HISTORY     - Date     Condition        Report By
 CA0246  HISTORY     - UNK      MONUMENTED       CGS
 CA0246  HISTORY     - 1932     GOOD             NGS
 CA0246  HISTORY     - 1934     GOOD             NGS
 CA0246  HISTORY     - 1983     GOOD             NGS
 CA0246
 CA0246                          STATION DESCRIPTION
 CA0246
 CA0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0246'1.4 MI NW FROM GOLDTHWAITE.
 CA0246'ON THE G.C. AND SANTA FE R.R., MARK IS 60 FEET NORTH OF THE TRACK ON
 CA0246'THE FENCE LINE, 50 FEET SOUTH OF GATE TO PRIVATE ROAD GRADE CROSSING,
 CA0246'45 FEET NORTH OF VERTICAL RAIL MARKING NORTH END OF O 59 FT. CURVE ON
 CA0246'R.R., 3 1/2 POLES NORTH OF MILE POLE NO. 325.
 CA0246
 CA0246                          STATION RECOVERY (1934)
 CA0246
 CA0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0246'RECOVERED IN GOOD CONDITION.
 CA0246
 CA0246                          STATION RECOVERY (1983)
 CA0246
 CA0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0246'RECOVERED THIS DATE.  NOTE, NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0211 ***********************************************************************
 AX0211  DESIGNATION -  A 850
 AX0211  PID         -  AX0211
 AX0211  STATE/COUNTY-  TX/COLORADO
 AX0211  USGS QUAD   -  ALTAIR (1981)
 AX0211
 AX0211                         *CURRENT SURVEY CONTROL
 AX0211  ___________________________________________________________________
 AX0211* NAD 83(1986)-  29 33 26.     (N)    096 27 33.     (W)     SCALED    
 AX0211* NAVD 88     -        57.67   (+/-2cm)     189.2    (feet)  VERTCON   
 AX0211  ___________________________________________________________________
 AX0211  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0211
 AX0211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0211
 AX0211.The horizontal coordinates were scaled from a topographic map and have
 AX0211.an estimated accuracy of +/- 6 seconds.
 AX0211
 AX0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0211.The vertical order pertains to the NGVD 29 superseded value.
 AX0211
 AX0211.The geoid height was determined by GEOID03.
 AX0211
 AX0211;                    North         East    Units  Estimated Accuracy
 AX0211;SPC TXSC     - 4,193,730.      846,190.      MT  (+/- 180 meters Scaled)
 AX0211
 AX0211                          SUPERSEDED SURVEY CONTROL
 AX0211
 AX0211  NGVD 29 (??/??/92)   57.660  (m)          189.17   (f) ADJ UNCH    2 0
 AX0211
 AX0211.Superseded values are not recommended for survey control.
 AX0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0211.See file dsdata.txt to determine how the superseded data were derived.
 AX0211
 AX0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT461724(NAD 83)
 AX0211_MARKER: DB = BENCH MARK DISK
 AX0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0211_SP_SET: BRIDGE
 AX0211_STAMPING: A 850 1943
 AX0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0211
 AX0211  HISTORY     - Date     Condition        Report By
 AX0211  HISTORY     - 1943     MONUMENTED       CGS
 AX0211
 AX0211                          STATION DESCRIPTION
 AX0211
 AX0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0211'1.2 MI SE FROM ALTAIR.
 AX0211'0.4 MI. W. ALONG STATE HIGHWAY NO. 200 FROM THE P.O. AT ALTAIR, 0.8
 AX0211'MI. S.E. ALONG STATE HIGHWAY NO. 71, ABOUT 0.4 MI. S.E. OF A ROAD SIDE
 AX0211'PARK, SET IN THE S.E. CORNER OF THE N.E. CURBING OF THE LARGE CONCRETE
 AX0211'BRIDGE, 11.3 FEET N.E. OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT ABOVE
 AX0211'ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0212 ***********************************************************************
 AX0212  DESIGNATION -  A 850 RESET 1968
 AX0212  PID         -  AX0212
 AX0212  STATE/COUNTY-  TX/COLORADO
 AX0212  USGS QUAD   -  ALTAIR (1981)
 AX0212
 AX0212                         *CURRENT SURVEY CONTROL
 AX0212  ___________________________________________________________________
 AX0212* NAD 83(1986)-  29 33 27.     (N)    096 27 33.     (W)     SCALED    
 AX0212* NAVD 88     -        57.39   (+/-2cm)     188.3    (feet)  VERTCON   
 AX0212  ___________________________________________________________________
 AX0212  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0212
 AX0212  VERT ORDER  -  THIRD (See Below)
 AX0212
 AX0212.The horizontal coordinates were scaled from a topographic map and have
 AX0212.an estimated accuracy of +/- 6 seconds.
 AX0212
 AX0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0212.The vertical order pertains to the NGVD 29 superseded value.
 AX0212
 AX0212.The geoid height was determined by GEOID03.
 AX0212
 AX0212;                    North         East    Units  Estimated Accuracy
 AX0212;SPC TXSC     - 4,193,760.      846,190.      MT  (+/- 180 meters Scaled)
 AX0212
 AX0212                          SUPERSEDED SURVEY CONTROL
 AX0212
 AX0212  NGVD 29 (??/??/??)   57.38   (m)          188.3    (f) RESET       3  
 AX0212
 AX0212.Superseded values are not recommended for survey control.
 AX0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0212.See file dsdata.txt to determine how the superseded data were derived.
 AX0212
 AX0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT461724(NAD 83)
 AX0212_MARKER: DB = BENCH MARK DISK
 AX0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0212_SP_SET: BRIDGE
 AX0212_STAMPING: A 850 RESET 1968
 AX0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0212
 AX0212  HISTORY     - Date     Condition        Report By
 AX0212  HISTORY     - 1968     MONUMENTED       TXHD
 AX0212
 AX0212                          STATION DESCRIPTION
 AX0212
 AX0212'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 AX0212'1.2 MI S FROM ALTAIR.
 AX0212'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 90-A FROM THE POST OFFICE AT
 AX0212'ALTAIR, THENCE 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 71, ABOUT 0.4
 AX0212'MILE SOUTHEAST OF A ROADSIDE PARK, SET IN THE SOUTHEAST CORNER OF THE
 AX0212'NORTHEAST CURBING OF A LARGE CONCRETE BRIDGE, 24.5 FEET NORTHEAST OF
 AX0212'THE CENTER LINE OF STATE HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0434 ***********************************************************************
 AX0434  DESIGNATION -  A 851
 AX0434  PID         -  AX0434
 AX0434  STATE/COUNTY-  TX/WHARTON
 AX0434  USGS QUAD   -  NEW TAITON (1981)
 AX0434
 AX0434                         *CURRENT SURVEY CONTROL
 AX0434  ___________________________________________________________________
 AX0434* NAD 83(1986)-  29 18 33.     (N)    096 20 29.     (W)     SCALED    
 AX0434* NAVD 88     -        41.56   (+/-2cm)     136.4    (feet)  VERTCON   
 AX0434  ___________________________________________________________________
 AX0434  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0434
 AX0434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0434
 AX0434.The horizontal coordinates were scaled from a topographic map and have
 AX0434.an estimated accuracy of +/- 6 seconds.
 AX0434
 AX0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0434.The vertical order pertains to the NGVD 29 superseded value.
 AX0434
 AX0434.The geoid height was determined by GEOID03.
 AX0434
 AX0434;                    North         East    Units  Estimated Accuracy
 AX0434;SPC TXSC     - 4,166,500.      858,220.      MT  (+/- 180 meters Scaled)
 AX0434
 AX0434                          SUPERSEDED SURVEY CONTROL
 AX0434
 AX0434  NGVD 29 (??/??/92)   41.561  (m)          136.35   (f) ADJ UNCH    2 0
 AX0434
 AX0434.Superseded values are not recommended for survey control.
 AX0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0434.See file dsdata.txt to determine how the superseded data were derived.
 AX0434
 AX0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT582451(NAD 83)
 AX0434_MARKER: DB = BENCH MARK DISK
 AX0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0434_STAMPING: A 851 1943
 AX0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0434+STABILITY: SURFACE MOTION
 AX0434
 AX0434  HISTORY     - Date     Condition        Report By
 AX0434  HISTORY     - 1943     MONUMENTED       CGS
 AX0434  HISTORY     - 1956     GOOD             CGS
 AX0434  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0434
 AX0434                          STATION DESCRIPTION
 AX0434
 AX0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0434'8.8 MI NW FROM EL CAMPO.
 AX0434'BENCH MARK IS ABOUT 8.8 MILES NORTHWESTERLY ALONG STATE HIGHWAY NO.71
 AX0434'FROM THE POST OFFICE AT EL CAMPO.  IT IS AT THE INTERSECTION OF COUNTY
 AX0434'ROAD AT NEW TAITON (A SMALL VILLAGE), ABOUT 225.0 FEET EAST OF A
 AX0434'SERVICE STATION, 57.0 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 AX0434'AND 39.0 FEET NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD LEADING
 AX0434'NORTHEAST.  IT IS 5.6 FEET NORTHEAST OF A POWERLINE POLE AND 2.0 FEET
 AX0434'SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AX0434'ABOUT 0.2 FOOT.
 AX0434
 AX0434                          STATION RECOVERY (1956)
 AX0434
 AX0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 AX0434'ABOUT 8.8 MILES NORTHWEST ALONG STATE HIGHWAY NO. 71 FROM THE POST
 AX0434'OFFICE AT EL CAMPO, IN THE CROSS ROADS SETTLEMENT OF NEW TAITON AT
 AX0434'THE JUNCTION OF HIGHWAY NO. 71 AND 961. A STANDARD DISK IN A CONCRETE
 AX0434'POST WITH THE TOP OF THE POST ABOUT 6 INCHES BELOW THE SURFACE OF THE
 AX0434'GROUND. IT IS IN THE NORTHEAST POINT OF THE INTERSECTION OF THE
 AX0434'HIGHWAYS, 7 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY NO.
 AX0434'71, 9 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE OF HIGHWAY NO. 961
 AX0434'AND ABOUT 50 FEET EAST OF THE CENTERLINE OF HIGHWAY NO. 71. IT IS
 AX0434'WEST OF KAHANEK'S STORE AND NORTH ACROSS THE HIGHWAY FROM MARTINKA'S
 AX0434'PLACE, A BAR.
 AX0434
 AX0434                          STATION RECOVERY (1990)
 AX0434
 AX0434'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0500 ***********************************************************************
 AX0500  DESIGNATION -  A 852
 AX0500  PID         -  AX0500
 AX0500  STATE/COUNTY-  TX/WHARTON
 AX0500  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0500
 AX0500                         *CURRENT SURVEY CONTROL
 AX0500  ___________________________________________________________________
 AX0500* NAD 83(1986)-  29 14 04.     (N)    096 22 55.     (W)     SCALED    
 AX0500* NAVD 88     -        33.96   (+/-2cm)     111.4    (feet)  VERTCON   
 AX0500  ___________________________________________________________________
 AX0500  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0500
 AX0500  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0500
 AX0500.The horizontal coordinates were scaled from a topographic map and have
 AX0500.an estimated accuracy of +/- 6 seconds.
 AX0500
 AX0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0500.The vertical order pertains to the NGVD 29 superseded value.
 AX0500
 AX0500.The geoid height was determined by GEOID03.
 AX0500
 AX0500;                    North         East    Units  Estimated Accuracy
 AX0500;SPC TXSC     - 4,158,130.      854,470.      MT  (+/- 180 meters Scaled)
 AX0500
 AX0500                          SUPERSEDED SURVEY CONTROL
 AX0500
 AX0500  NGVD 29 (??/??/92)   33.958  (m)          111.41   (f) ADJ UNCH    2 0
 AX0500
 AX0500.Superseded values are not recommended for survey control.
 AX0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0500.See file dsdata.txt to determine how the superseded data were derived.
 AX0500
 AX0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT544368(NAD 83)
 AX0500_MARKER: DB = BENCH MARK DISK
 AX0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0500_STAMPING: A-852 1943
 AX0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0500+STABILITY: SURFACE MOTION
 AX0500
 AX0500  HISTORY     - Date     Condition        Report By
 AX0500  HISTORY     - 1943     MONUMENTED       CGS
 AX0500  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0500
 AX0500                          STATION DESCRIPTION
 AX0500
 AX0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0500'8.1 MI NW FROM EL CAMPO.
 AX0500'3.4 MILES NORTHWEST ALONG STATE HIGHWAY NO. 71 FROM THE POST OFFICE AT
 AX0500'EL CAMPO, THENCE 4.7 MILES WEST ALONG THE COUNTY ROAD, SET AT THE
 AX0500'GOBBLER CREEK SCHOOL, IN THE SOUTH CORNER OF THE WEST WALL OF THE
 AX0500'CONCRETE BRIDGE OF THE ROAD LEADING NORTH TO THE SCHOOL, 35 FEET
 AX0500'SOUTHEAST OF R.E.A POLE NO. 8T4-5, 23 FEET NORTH OF THE CENTER-LINE OF
 AX0500'THE ROAD, 13 FEET WEST OF CENTER-LINE OF ROAD LEADING TO SCHOOL, 1.2
 AX0500'FEET ABOVE THE ROAD.  BENCH MARK DISK.
 AX0500
 AX0500                          STATION RECOVERY (1965)
 AX0500
 AX0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0712 ***********************************************************************
 AX0712  DESIGNATION -  A 853
 AX0712  PID         -  AX0712
 AX0712  STATE/COUNTY-  TX/JACKSON
 AX0712  USGS QUAD   -  GANADO (1981)
 AX0712
 AX0712                         *CURRENT SURVEY CONTROL
 AX0712  ___________________________________________________________________
 AX0712* NAD 83(1986)-  29 06 57.     (N)    096 31 07.     (W)     SCALED    
 AX0712* NAVD 88     -        25.19   (+/-2cm)      82.6    (feet)  VERTCON   
 AX0712  ___________________________________________________________________
 AX0712  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0712
 AX0712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0712
 AX0712.The horizontal coordinates were scaled from a topographic map and have
 AX0712.an estimated accuracy of +/- 6 seconds.
 AX0712
 AX0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0712.The vertical order pertains to the NGVD 29 superseded value.
 AX0712
 AX0712.The geoid height was determined by GEOID03.
 AX0712
 AX0712;                    North         East    Units  Estimated Accuracy
 AX0712;SPC TXSC     - 4,144,700.      841,460.      MT  (+/- 180 meters Scaled)
 AX0712
 AX0712                          SUPERSEDED SURVEY CONTROL
 AX0712
 AX0712  NGVD 29 (??/??/92)   25.19   (m)           82.6    (f) COMPUTED    2 0
 AX0712
 AX0712.Superseded values are not recommended for survey control.
 AX0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0712.See file dsdata.txt to determine how the superseded data were derived.
 AX0712
 AX0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT414233(NAD 83)
 AX0712_MARKER: DB = BENCH MARK DISK
 AX0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0712_STAMPING: A-853 1943
 AX0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0712+STABILITY: SURFACE MOTION
 AX0712
 AX0712  HISTORY     - Date     Condition        Report By
 AX0712  HISTORY     - 1943     MONUMENTED       CGS
 AX0712  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0712
 AX0712                          STATION DESCRIPTION
 AX0712
 AX0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0712'5.4 MI N FROM GANADO.
 AX0712'0.3 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0712'STATION AT GANADO, THENCE 5.1 MILES NORTH ALONG THE COUNTY ROAD, SET
 AX0712'AT A T ROAD, 32 FEET WEST OF THE CENTER-LINE OF THE MAIN ROAD, 22 FEET
 AX0712'NORTH OF THE CENTER-LINE OF THE PRIVATE ROAD LEADING WEST TO THE FARM
 AX0712'HOUSE, 2 FEET WEST OF THE FENCE, 1.7 FEET SOUTH OF REFERENCE POST.
 AX0712'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AX0712'FOOT ABOVE THE GROUND.
 AX0712
 AX0712                          STATION RECOVERY (1998)
 AX0712
 AX0712'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0713 ***********************************************************************
 AX0713  DESIGNATION -  A 853 RESET 1969
 AX0713  PID         -  AX0713
 AX0713  STATE/COUNTY-  TX/JACKSON
 AX0713  USGS QUAD   -  GANADO (1981)
 AX0713
 AX0713                         *CURRENT SURVEY CONTROL
 AX0713  ___________________________________________________________________
 AX0713* NAD 83(1986)-  29 06 57.     (N)    096 31 07.     (W)     SCALED    
 AX0713* NAVD 88     -        25.16   (+/-2cm)      82.5    (feet)  VERTCON   
 AX0713  ___________________________________________________________________
 AX0713  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0713
 AX0713  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0713
 AX0713.The horizontal coordinates were scaled from a topographic map and have
 AX0713.an estimated accuracy of +/- 6 seconds.
 AX0713
 AX0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0713.The vertical order pertains to the NGVD 29 superseded value.
 AX0713
 AX0713.The geoid height was determined by GEOID03.
 AX0713
 AX0713;                    North         East    Units  Estimated Accuracy
 AX0713;SPC TXSC     - 4,144,700.      841,460.      MT  (+/- 180 meters Scaled)
 AX0713
 AX0713                          SUPERSEDED SURVEY CONTROL
 AX0713
 AX0713  NGVD 29 (??/??/92)   25.161  (m)           82.55   (f) ADJ UNCH    2 0
 AX0713
 AX0713.Superseded values are not recommended for survey control.
 AX0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0713.See file dsdata.txt to determine how the superseded data were derived.
 AX0713
 AX0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT414233(NAD 83)
 AX0713_MARKER: DB = BENCH MARK DISK
 AX0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0713_STAMPING: A 853 RESET 1969
 AX0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0713+STABILITY: SURFACE MOTION
 AX0713
 AX0713  HISTORY     - Date     Condition        Report By
 AX0713  HISTORY     - 1969     MONUMENTED       CGS
 AX0713  HISTORY     - 1972     GOOD             NGS
 AX0713  HISTORY     - 19980725 GOOD             USPSQD
 AX0713
 AX0713                          STATION DESCRIPTION
 AX0713
 AX0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0713'5.1 MI N FROM GANADO.
 AX0713'ABOUT 5.1 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0713'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, AT THE JUNCTION OF A
 AX0713'DRIVEWAY WHICH LEADS WEST TO A FARMHOUSE, 51 FEET WEST OF THE CENTER
 AX0713'LINE OF THE ROAD, 28 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY,
 AX0713'20.5 FEET NORTHWEST OF THE NORTH END OF THE MOST WESTERLY OF 3 METAL
 AX0713'PIPE CULVERTS UNDER THE DRIVEWAY, 1/2 FOOT EAST OF A FENCE, 1.3 FEET
 AX0713'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AX0713'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 AX0713'INCHES.
 AX0713
 AX0713                          STATION RECOVERY (1998)
 AX0713
 AX0713'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0895 ***********************************************************************
 AX0895  DESIGNATION -  A 854
 AX0895  PID         -  AX0895
 AX0895  STATE/COUNTY-  TX/JACKSON
 AX0895  USGS QUAD   -  CORDELE (1981)
 AX0895
 AX0895                         *CURRENT SURVEY CONTROL
 AX0895  ___________________________________________________________________
 AX0895* NAD 83(1986)-  29 08 05.     (N)    096 37 49.     (W)     SCALED    
 AX0895* NAVD 88     -        30.86   (+/-2cm)     101.2    (feet)  VERTCON   
 AX0895  ___________________________________________________________________
 AX0895  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0895
 AX0895  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0895
 AX0895.The horizontal coordinates were scaled from a topographic map and have
 AX0895.an estimated accuracy of +/- 6 seconds.
 AX0895
 AX0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0895.The vertical order pertains to the NGVD 29 superseded value.
 AX0895
 AX0895.The geoid height was determined by GEOID03.
 AX0895
 AX0895;                    North         East    Units  Estimated Accuracy
 AX0895;SPC TXSC     - 4,146,560.      830,560.      MT  (+/- 180 meters Scaled)
 AX0895
 AX0895                          SUPERSEDED SURVEY CONTROL
 AX0895
 AX0895  NGVD 29 (??/??/92)   30.867  (m)          101.27   (f) ADJ UNCH    2 0
 AX0895
 AX0895.Superseded values are not recommended for survey control.
 AX0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0895.See file dsdata.txt to determine how the superseded data were derived.
 AX0895
 AX0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT305252(NAD 83)
 AX0895_MARKER: DB = BENCH MARK DISK
 AX0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0895_STAMPING: A 854 1943
 AX0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0895+STABILITY: SURFACE MOTION
 AX0895
 AX0895  HISTORY     - Date     Condition        Report By
 AX0895  HISTORY     - 1943     MONUMENTED       CGS
 AX0895  HISTORY     - 1972     GOOD             NGS
 AX0895
 AX0895                          STATION DESCRIPTION
 AX0895
 AX0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0895'IN CORDELE.
 AX0895'AT CORDELE, ABOUT 0.25 MILE EAST ALONG UPPER CORDELE ROAD FROM THE
 AX0895'METHODIST CHURCH, AT THE JUNCTION OF A BLACK TOP ROAD AND A GRAVEL
 AX0895'ROAD LEADING EAST, ABOUT 95 YARDS NORTHWEST OF THE NOW ABANDONED POST
 AX0895'OFFICE BUILDING AND GENERAL STORE, 75 FEET WEST OF THE CENTER LINE OF
 AX0895'THE NORTH-SOUTH BLACK TOP ROAD, 41 FEET SOUTH OF THE CENTER LINE OF
 AX0895'UPPER CORDELE ROAD, 48 FEET SOUTHEAST OF A POWER LINE POLE, 2 1/2 FEET
 AX0895'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 1.6 FEET NORTHWEST OF A
 AX0895'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 AX0895'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1755 ***********************************************************************
 AX1755  DESIGNATION -  A 855
 AX1755  PID         -  AX1755
 AX1755  STATE/COUNTY-  TX/GONZALES
 AX1755  USGS QUAD   -  CHEAPSIDE (1987)
 AX1755
 AX1755                         *CURRENT SURVEY CONTROL
 AX1755  ___________________________________________________________________
 AX1755* NAD 83(1986)-  29 18 05.     (N)    097 26 11.     (W)     SCALED    
 AX1755* NAVD 88     -        85.47   (+/-2cm)     280.4    (feet)  VERTCON   
 AX1755  ___________________________________________________________________
 AX1755  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AX1755
 AX1755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1755
 AX1755.The horizontal coordinates were scaled from a topographic map and have
 AX1755.an estimated accuracy of +/- 6 seconds.
 AX1755
 AX1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1755.The vertical order pertains to the NGVD 29 superseded value.
 AX1755
 AX1755.The geoid height was determined by GEOID03.
 AX1755
 AX1755;                    North         East    Units  Estimated Accuracy
 AX1755;SPC TXSC     - 4,163,720.      751,890.      MT  (+/- 180 meters Scaled)
 AX1755
 AX1755                          SUPERSEDED SURVEY CONTROL
 AX1755
 AX1755  NGVD 29 (??/??/92)   85.455  (m)          280.36   (f) ADJ UNCH    2 0
 AX1755
 AX1755.Superseded values are not recommended for survey control.
 AX1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1755.See file dsdata.txt to determine how the superseded data were derived.
 AX1755
 AX1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT518423(NAD 83)
 AX1755_MARKER: DB = BENCH MARK DISK
 AX1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1755_STAMPING: A 855 1943
 AX1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1755+STABILITY: SURFACE MOTION
 AX1755
 AX1755  HISTORY     - Date     Condition        Report By
 AX1755  HISTORY     - 1943     MONUMENTED       CGS
 AX1755
 AX1755                          STATION DESCRIPTION
 AX1755
 AX1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1755'2.9 MI NW FROM CHEAPSIDE.
 AX1755'TO REACH FROM THE POST OFFICE AT CHEAPSIDE, PROCEED 2.9 MILES
 AX1755'NORTHWEST ALONG A DIRT ROAD TO A STEEL TANK AND WINDMILL AND SITE OF
 AX1755'BENCH MARK.  BENCH MARK IS 21.5 FEET NORTHEAST OF AND ABOUT THE SAME
 AX1755'ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 20.8 FEET SOUTH OF THE
 AX1755'SOUTH LEG OF A STEEL WINDMILL, 2.5 FEET NORTH OF A T FENCE CORNER POST
 AX1755'AND 2.4 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST,
 AX1755'PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1900 ***********************************************************************
 AX1900  DESIGNATION -  A 856
 AX1900  PID         -  AX1900
 AX1900  STATE/COUNTY-  TX/KARNES
 AX1900  USGS QUAD   -  ECLETO (1987)
 AX1900
 AX1900                         *CURRENT SURVEY CONTROL
 AX1900  ___________________________________________________________________
 AX1900* NAD 83(1986)-  29 03 56.     (N)    097 47 41.     (W)     SCALED    
 AX1900* NAVD 88     -        94.29   (+/-2cm)     309.3    (feet)  VERTCON   
 AX1900  ___________________________________________________________________
 AX1900  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AX1900
 AX1900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1900
 AX1900.The horizontal coordinates were scaled from a topographic map and have
 AX1900.an estimated accuracy of +/- 6 seconds.
 AX1900
 AX1900.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1900.The vertical order pertains to the NGVD 29 superseded value.
 AX1900
 AX1900.The geoid height was determined by GEOID03.
 AX1900
 AX1900;                    North         East    Units  Estimated Accuracy
 AX1900;SPC TXSC     - 4,137,170.      717,350.      MT  (+/- 180 meters Scaled)
 AX1900
 AX1900                          SUPERSEDED SURVEY CONTROL
 AX1900
 AX1900  NGVD 29 (??/??/92)   94.251  (m)          309.22   (f) ADJ UNCH    2 0
 AX1900
 AX1900.Superseded values are not recommended for survey control.
 AX1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1900.See file dsdata.txt to determine how the superseded data were derived.
 AX1900
 AX1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT173158(NAD 83)
 AX1900_MARKER: DB = BENCH MARK DISK
 AX1900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1900_SP_SET: BRIDGE
 AX1900_STAMPING: A 856 1943
 AX1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1900
 AX1900  HISTORY     - Date     Condition        Report By
 AX1900  HISTORY     - 1943     MONUMENTED       CGS
 AX1900  HISTORY     - 20050405 GOOD             USPSQD
 AX1900
 AX1900                          STATION DESCRIPTION
 AX1900
 AX1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1900'8.35 MI N FROM HELENA.
 AX1900'TO REACH FROM THE FOUR CORNERS AT HELENA, PROCEED 8.35 MILES NORTHERLY
 AX1900'ALONG STATE HIGHWAY NO. 80 TO A CONCRETE BRIDGE AND SITE OF BENCH
 AX1900'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE WEST HEADWALL
 AX1900'OF A 34.2 FOOT CONCRETE BRIDGE OVER A CREEK.  IT IS 12.7 FEET WEST OF
 AX1900'AND ABOUT 1.0 FOOT ABOVETHE CENTERLINE OF THE HIGHWAY AND 2.7 FEET
 AX1900'NORTH OF THE SOUTH END OF THE HEADWALL.
 AX1900
 AX1900                          STATION RECOVERY (2005)
 AX1900
 AX1900'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AX1900'SET WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1901 ***********************************************************************
 AX1901  DESIGNATION -  A 856 RESET 1971
 AX1901  PID         -  AX1901
 AX1901  STATE/COUNTY-  TX/KARNES
 AX1901  USGS QUAD   -  ECLETO (1987)
 AX1901
 AX1901                         *CURRENT SURVEY CONTROL
 AX1901  ___________________________________________________________________
 AX1901* NAD 83(1986)-  29 03 56.     (N)    097 47 41.     (W)     SCALED    
 AX1901* NAVD 88     -        93.80   (+/-2cm)     307.7    (feet)  VERTCON   
 AX1901  ___________________________________________________________________
 AX1901  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AX1901
 AX1901  VERT ORDER  -  THIRD (See Below)
 AX1901
 AX1901.The horizontal coordinates were scaled from a topographic map and have
 AX1901.an estimated accuracy of +/- 6 seconds.
 AX1901
 AX1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1901.The vertical order pertains to the NGVD 29 superseded value.
 AX1901
 AX1901.The geoid height was determined by GEOID03.
 AX1901
 AX1901;                    North         East    Units  Estimated Accuracy
 AX1901;SPC TXSC     - 4,137,170.      717,350.      MT  (+/- 180 meters Scaled)
 AX1901
 AX1901                          SUPERSEDED SURVEY CONTROL
 AX1901
 AX1901  NGVD 29 (01/29/03)   93.76   (m)          307.6    (f) RESET       3  
 AX1901
 AX1901.Superseded values are not recommended for survey control.
 AX1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1901.See file dsdata.txt to determine how the superseded data were derived.
 AX1901
 AX1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT173158(NAD 83)
 AX1901_MARKER: DB = BENCH MARK DISK
 AX1901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1901_SP_SET: CULVERT
 AX1901_STAMPING: A 856 RESET 1971
 AX1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1901+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AX1901
 AX1901  HISTORY     - Date     Condition        Report By
 AX1901  HISTORY     - 1971     MONUMENTED       TXHD
 AX1901  HISTORY     - 1972     GOOD             TXHD
 AX1901  HISTORY     - 20040917 GOOD             USPSQD
 AX1901
 AX1901                          STATION DESCRIPTION
 AX1901
 AX1901'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1901'4.6 MI S FROM GILLETT.
 AX1901'ABOUT 4.6 MILES SOUTH ALONG STATE HIGHWAY 80 FROM INTERSECTION OF
 AX1901'STATE HIGHWAY 119 IN GILLETT, KARNES COUNTY, IN THE TOP OF THE WEST
 AX1901'HEADWALL OF A 6- BY 6- FOOT QUINTUPLE CONCRETE BOX CULVERT UNDER THE
 AX1901'HIGHWAY, 12 FEET FROM THE SOUTH END OF THE WEST HEADWALL, 42.0 FEET
 AX1901'WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT TWO FEET BELOW THE
 AX1901'HIGHWAY.
 AX1901
 AX1901                          STATION RECOVERY (2004)
 AX1901
 AX1901'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AX1901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1932 ***********************************************************************
 AX1932  DESIGNATION -  A 857
 AX1932  PID         -  AX1932
 AX1932  STATE/COUNTY-  TX/KARNES
 AX1932  USGS QUAD   -  KOSCIUSKO (1987)
 AX1932
 AX1932                         *CURRENT SURVEY CONTROL
 AX1932  ___________________________________________________________________
 AX1932* NAD 83(1986)-  29 04 53.     (N)    097 53 04.     (W)     SCALED    
 AX1932* NAVD 88     -       122.55   (+/-2cm)     402.1    (feet)  VERTCON   
 AX1932  ___________________________________________________________________
 AX1932  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AX1932
 AX1932  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1932
 AX1932.The horizontal coordinates were scaled from a topographic map and have
 AX1932.an estimated accuracy of +/- 6 seconds.
 AX1932
 AX1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1932.The vertical order pertains to the NGVD 29 superseded value.
 AX1932
 AX1932.The geoid height was determined by GEOID03.
 AX1932
 AX1932;                    North         East    Units  Estimated Accuracy
 AX1932;SPC TXSC     - 4,138,840.      708,600.      MT  (+/- 180 meters Scaled)
 AX1932
 AX1932                          SUPERSEDED SURVEY CONTROL
 AX1932
 AX1932  NGVD 29 (??/??/92)  122.498  (m)          401.90   (f) ADJ UNCH    2 0
 AX1932
 AX1932.Superseded values are not recommended for survey control.
 AX1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1932.See file dsdata.txt to determine how the superseded data were derived.
 AX1932
 AX1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT085175(NAD 83)
 AX1932_MARKER: DB = BENCH MARK DISK
 AX1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1932_STAMPING: A 857 1943
 AX1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1932+STABILITY: SURFACE MOTION
 AX1932
 AX1932  HISTORY     - Date     Condition        Report By
 AX1932  HISTORY     - 1943     MONUMENTED       CGS
 AX1932
 AX1932                          STATION DESCRIPTION
 AX1932
 AX1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1932'4.0 MI SW FROM HYATT SCHOOL NO. 1.
 AX1932'TO REACH FROM THE HYATT SCHOOL NO. 1 (4.6 MILES SOUTHWEST OF THE POST
 AX1932'OFFICE AT GILLETT), PROCEED 4.0 MILES SOUTHWESTERLY ALONG A DIRT ROAD
 AX1932'TO SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE NORTHWEST OF THE
 AX1932'SOUTHEAST END OF A DOUBLE TURN IN THE ROAD.  IT IS 35.0 YARDS
 AX1932'SOUTHEAST OF A T FENCE CORNER POST, 29.0 FEET SOUTHWEST OF AND ABOUT
 AX1932'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD AND 3.4 FEET
 AX1932'NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AX1932'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1959 ***********************************************************************
 AX1959  DESIGNATION -  A 858
 AX1959  PID         -  AX1959
 AX1959  STATE/COUNTY-  TX/DE WITT
 AX1959  USGS QUAD   -  NEW DAVY (1987)
 AX1959
 AX1959                         *CURRENT SURVEY CONTROL
 AX1959  ___________________________________________________________________
 AX1959* NAD 83(1986)-  29 01 19.     (N)    097 32 29.     (W)     SCALED    
 AX1959* NAVD 88     -       100.85   (+/-2cm)     330.9    (feet)  VERTCON   
 AX1959  ___________________________________________________________________
 AX1959  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AX1959
 AX1959  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1959
 AX1959.The horizontal coordinates were scaled from a topographic map and have
 AX1959.an estimated accuracy of +/- 6 seconds.
 AX1959
 AX1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1959.The vertical order pertains to the NGVD 29 superseded value.
 AX1959
 AX1959.The geoid height was determined by GEOID03.
 AX1959
 AX1959;                    North         East    Units  Estimated Accuracy
 AX1959;SPC TXSC     - 4,132,620.      742,070.      MT  (+/- 180 meters Scaled)
 AX1959
 AX1959                          SUPERSEDED SURVEY CONTROL
 AX1959
 AX1959  NGVD 29 (??/??/92)  100.838  (m)          330.83   (f) ADJ UNCH    2 0
 AX1959
 AX1959.Superseded values are not recommended for survey control.
 AX1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1959.See file dsdata.txt to determine how the superseded data were derived.
 AX1959
 AX1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT420112(NAD 83)
 AX1959_MARKER: DB = BENCH MARK DISK
 AX1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1959_STAMPING: A 858 1943
 AX1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1959+STABILITY: SURFACE MOTION
 AX1959
 AX1959  HISTORY     - Date     Condition        Report By
 AX1959  HISTORY     - 1943     MONUMENTED       CGS
 AX1959  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX1959
 AX1959                          STATION DESCRIPTION
 AX1959
 AX1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1959'5.15 MI SE FROM DAVY.
 AX1959'TO REACH FROM THE SCHOOL BUILDING AT DAVY, PROCEED 5.15 MILES
 AX1959'SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO SITE OF BENCH MARK. BENCH
 AX1959'MARK IS 84.0 YARDS NORTHWEST OF A T FENCE CORNER POST.  IT IS 34.5
 AX1959'FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1959'THE HIGHWAY, AND 3.3 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER
 AX1959'POST.  MONUMENT PROJECTS 0.1 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 4.3
 AX1959'MILES NORTHWEST OF THE FIRST NATIONAL BANK AT YORKTOWN.
 AX1959
 AX1959                          STATION RECOVERY (1961)
 AX1959
 AX1959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1979 ***********************************************************************
 AX1979  DESIGNATION -  A 859
 AX1979  PID         -  AX1979
 AX1979  STATE/COUNTY-  TX/DE WITT
 AX1979  USGS QUAD   -  GARFIELD (1987)
 AX1979
 AX1979                         *CURRENT SURVEY CONTROL
 AX1979  ___________________________________________________________________
 AX1979* NAD 83(1986)-  29 03 25.     (N)    097 38 55.     (W)     SCALED    
 AX1979* NAVD 88     -       151.28   (+/-2cm)     496.3    (feet)  VERTCON   
 AX1979  ___________________________________________________________________
 AX1979  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AX1979
 AX1979  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1979
 AX1979.The horizontal coordinates were scaled from a topographic map and have
 AX1979.an estimated accuracy of +/- 6 seconds.
 AX1979
 AX1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1979.The vertical order pertains to the NGVD 29 superseded value.
 AX1979
 AX1979.The geoid height was determined by GEOID03.
 AX1979
 AX1979;                    North         East    Units  Estimated Accuracy
 AX1979;SPC TXSC     - 4,136,370.      731,590.      MT  (+/- 180 meters Scaled)
 AX1979
 AX1979                          SUPERSEDED SURVEY CONTROL
 AX1979
 AX1979  NGVD 29 (??/??/92)  151.249  (m)          496.22   (f) ADJ UNCH    2 0
 AX1979
 AX1979.Superseded values are not recommended for survey control.
 AX1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1979.See file dsdata.txt to determine how the superseded data were derived.
 AX1979
 AX1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT315150(NAD 83)
 AX1979_MARKER: DB = BENCH MARK DISK
 AX1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1979_STAMPING: A 859 1943
 AX1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1979+STABILITY: SURFACE MOTION
 AX1979
 AX1979  HISTORY     - Date     Condition        Report By
 AX1979  HISTORY     - 1943     MONUMENTED       CGS
 AX1979
 AX1979                          STATION DESCRIPTION
 AX1979
 AX1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1979'3.0 MI S FROM DAVY.
 AX1979'TO REACH FROM THE ONLY COTTON GIN AT DAVY, PROCEED 0.25 MILE WESTERLY
 AX1979'ALONG A GRAVEL ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING SOUTH,
 AX1979'THENCE 2.75 MILES SOUTHERLY ALONG A DIRT ROAD TO THE WEST END OF A
 AX1979'DOUBLE TURN IN THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 68.0
 AX1979'YARDS EAST OF THE CENTERLINE OF THE WEST END OF A DOUBLE TURN IN THE
 AX1979'ROAD.  IT IS 17.8 FEET SOUTH OF AND ABOUT 1.5 FOOT ABOVE THE
 AX1979'CENTERLINE OF THE ROAD, 2.9 FEET WEST OF A 4X4 INCH WHITE WOODEN
 AX1979'MARKER POST AND 2.8 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 AX1979'MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2117 ***********************************************************************
 BY2117  DESIGNATION -  A 86
 BY2117  PID         -  BY2117
 BY2117  STATE/COUNTY-  TX/ANDERSON
 BY2117  USGS QUAD   -  ELKHART CREEK (1982)
 BY2117
 BY2117                         *CURRENT SURVEY CONTROL
 BY2117  ___________________________________________________________________
 BY2117* NAD 83(1986)-  31 34 42.     (N)    095 30 17.     (W)     SCALED    
 BY2117* NAVD 88     -       145.69   (+/-2cm)     478.0    (feet)  VERTCON   
 BY2117  ___________________________________________________________________
 BY2117  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY2117
 BY2117  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2117
 BY2117.The horizontal coordinates were scaled from a topographic map and have
 BY2117.an estimated accuracy of +/- 6 seconds.
 BY2117
 BY2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2117.The vertical order pertains to the NGVD 29 superseded value.
 BY2117
 BY2117.The geoid height was determined by GEOID03.
 BY2117
 BY2117;                    North         East    Units  Estimated Accuracy
 BY2117;SPC TX C     - 3,221,870.    1,158,170.      MT  (+/- 180 meters Scaled)
 BY2117
 BY2117                          SUPERSEDED SURVEY CONTROL
 BY2117
 BY2117  NGVD 29 (??/??/92)  145.690  (m)          477.98   (f) ADJ UNCH    1 2
 BY2117
 BY2117.Superseded values are not recommended for survey control.
 BY2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2117.See file dsdata.txt to determine how the superseded data were derived.
 BY2117
 BY2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ623964(NAD 83)
 BY2117_MARKER: DB = BENCH MARK DISK
 BY2117_SETTING: 66 = SET IN ROCK OUTCROP
 BY2117_SP_SET: ROCK OUTCROP
 BY2117_STAMPING: 478.027 A 86 1932
 BY2117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2117+STABILITY: POSITION/ELEVATION WELL
 BY2117
 BY2117  HISTORY     - Date     Condition        Report By
 BY2117  HISTORY     - 1932     MONUMENTED       CGS
 BY2117  HISTORY     - 1942     GOOD             NGS
 BY2117  HISTORY     - 1960     MARK NOT FOUND   NGS
 BY2117
 BY2117                          STATION DESCRIPTION
 BY2117
 BY2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BY2117'5.5 MI SE FROM ELKHART.
 BY2117'5.5 MILES SOUTHEAST ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 BY2117'FROM THE STATION AT ELKHART, 0.6 MILE NORTHWEST OF THE STATION SIGN AT
 BY2117'SALMON, 8 POLES NORTHWEST OF MILEPOST 18, 40 FEET SOUTHWEST OF THE
 BY2117'TRACK 20 FEET NORTHWEST OF A POLE, AND IN A SOLID ROCK OUTCROP.  A
 BY2117'STANDARD DISK, STAMPED 478.027 A 86 1932.
 BY2117
 BY2117                          STATION RECOVERY (1960)
 BY2117
 BY2117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY2117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0740 ***********************************************************************
 AX0740  DESIGNATION -  A 860
 AX0740  PID         -  AX0740
 AX0740  STATE/COUNTY-  TX/LAVACA
 AX0740  USGS QUAD   -  SHERIDAN (1981)
 AX0740
 AX0740                         *CURRENT SURVEY CONTROL
 AX0740  ___________________________________________________________________
 AX0740* NAD 83(1986)-  29 23 28.     (N)    096 39 44.     (W)     SCALED    
 AX0740* NAVD 88     -        64.91   (+/-2cm)     213.0    (feet)  VERTCON   
 AX0740  ___________________________________________________________________
 AX0740  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0740
 AX0740  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0740
 AX0740.The horizontal coordinates were scaled from a topographic map and have
 AX0740.an estimated accuracy of +/- 6 seconds.
 AX0740
 AX0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0740.The vertical order pertains to the NGVD 29 superseded value.
 AX0740
 AX0740.The geoid height was determined by GEOID03.
 AX0740
 AX0740;                    North         East    Units  Estimated Accuracy
 AX0740;SPC TXSC     - 4,174,910.      826,880.      MT  (+/- 180 meters Scaled)
 AX0740
 AX0740                          SUPERSEDED SURVEY CONTROL
 AX0740
 AX0740  NGVD 29 (??/??/92)   64.903  (m)          212.94   (f) ADJ UNCH    2 0
 AX0740
 AX0740.Superseded values are not recommended for survey control.
 AX0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0740.See file dsdata.txt to determine how the superseded data were derived.
 AX0740
 AX0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT268535(NAD 83)
 AX0740_MARKER: DB = BENCH MARK DISK
 AX0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0740_STAMPING: A 860 1943
 AX0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0740+STABILITY: SURFACE MOTION
 AX0740
 AX0740  HISTORY     - Date     Condition        Report By
 AX0740  HISTORY     - 1943     MONUMENTED       CGS
 AX0740  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX0740
 AX0740                          STATION DESCRIPTION
 AX0740
 AX0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0740'7 2 MI S FROM SHERIDAN.
 AX0740'7.2 MI.S.ALONG THE SHELL OIL CO.ROAD ROM THE P.O.AT SHERIDAN, 47 FEET
 AX0740'S.E.OF A 36-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE N.E. SIDE OF
 AX0740'TREE, 38 FEET S.W.OF THE CENTERLINE OF THE ROAD,1.9 FEET S.E. OF THE
 AX0740'REFERENCE POST.  PROJECTS 0.3 FOOT.
 AX0740
 AX0740                          STATION RECOVERY (1965)
 AX0740
 AX0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1411 ***********************************************************************
 AN1411  DESIGNATION -  A 861 RESET 1974
 AN1411  PID         -  AN1411
 AN1411  STATE/COUNTY-  TX/GOLIAD
 AN1411  USGS QUAD   -  BLANCONIA (1979)
 AN1411
 AN1411                         *CURRENT SURVEY CONTROL
 AN1411  ___________________________________________________________________
 AN1411* NAD 83(1986)-  28 24 50.     (N)    097 24 30.     (W)     SCALED    
 AN1411* NAVD 88     -        26.21   (+/-2cm)      86.0    (feet)  VERTCON   
 AN1411  ___________________________________________________________________
 AN1411  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1411
 AN1411  VERT ORDER  -  THIRD (See Below)
 AN1411
 AN1411.The horizontal coordinates were scaled from a topographic map and have
 AN1411.an estimated accuracy of +/- 6 seconds.
 AN1411
 AN1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1411.The vertical order pertains to the NGVD 29 superseded value.
 AN1411
 AN1411.The geoid height was determined by GEOID03.
 AN1411
 AN1411;                    North         East    Units  Estimated Accuracy
 AN1411;SPC TXSC     - 4,065,410.      755,950.      MT  (+/- 180 meters Scaled)
 AN1411
 AN1411                          SUPERSEDED SURVEY CONTROL
 AN1411
 AN1411  NGVD 29 (01/29/03)   26.30   (m)           86.3    (f) RESET       3  
 AN1411
 AN1411.Superseded values are not recommended for survey control.
 AN1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1411.See file dsdata.txt to determine how the superseded data were derived.
 AN1411
 AN1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS559440(NAD 83)
 AN1411_MARKER: DB = BENCH MARK DISK
 AN1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1411_STAMPING: A 861 RESET 1974
 AN1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1411+STABILITY: SURFACE MOTION
 AN1411
 AN1411  HISTORY     - Date     Condition        Report By
 AN1411  HISTORY     - 1974     MONUMENTED       TXHD
 AN1411  HISTORY     - 1974     GOOD             NGS
 AN1411
 AN1411                          STATION DESCRIPTION
 AN1411
 AN1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AN1411'1.2 MI N FROM BLANCONIA.
 AN1411'IN GOLIAD COUNTY, 1.2 MILES NORTH ALONG F.M. HWY. 2441 FROM THE
 AN1411'CATHOLIC CHURCH AT BLANCONIA, BEE COUNTY, 52 FEET EAST OF ENGINEERS
 AN1411'CENTERLINE STA. 860+37 OF SAID F.M. HWY., 51 FEET SOUTH OF A FENCE
 AN1411'CORNER, 2 FEET EAST OF THE EAST RIGHT OF WAY FENCE, 2.5 FEET SOUTH OF
 AN1411'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 861 RESET
 AN1411'1974 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AN1411'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0905 ***********************************************************************
 AN0905  DESIGNATION -  A 863
 AN0905  PID         -  AN0905
 AN0905  STATE/COUNTY-  TX/VICTORIA
 AN0905  USGS QUAD   -  LOTT LAKE (1987)
 AN0905
 AN0905                         *CURRENT SURVEY CONTROL
 AN0905  ___________________________________________________________________
 AN0905* NAD 83(1986)-  28 34 16.     (N)    097 07 57.     (W)     SCALED    
 AN0905* NAVD 88     -        30.14   (+/-2cm)      98.9    (feet)  VERTCON   
 AN0905  ___________________________________________________________________
 AN0905  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0905
 AN0905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0905
 AN0905.The horizontal coordinates were scaled from a topographic map and have
 AN0905.an estimated accuracy of +/- 6 seconds.
 AN0905
 AN0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0905.The vertical order pertains to the NGVD 29 superseded value.
 AN0905
 AN0905.The geoid height was determined by GEOID03.
 AN0905
 AN0905;                    North         East    Units  Estimated Accuracy
 AN0905;SPC TXSC     - 4,083,230.      782,700.      MT  (+/- 180 meters Scaled)
 AN0905
 AN0905                          SUPERSEDED SURVEY CONTROL
 AN0905
 AN0905  NGVD 29 (??/??/92)   30.262  (m)           99.28   (f) ADJ UNCH    2 0
 AN0905
 AN0905.Superseded values are not recommended for survey control.
 AN0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0905.See file dsdata.txt to determine how the superseded data were derived.
 AN0905
 AN0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS826618(NAD 83)
 AN0905_MARKER: DB = BENCH MARK DISK
 AN0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0905_STAMPING: A 863 1943
 AN0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0905+STABILITY: SURFACE MOTION
 AN0905
 AN0905  HISTORY     - Date     Condition        Report By
 AN0905  HISTORY     - 1943     MONUMENTED       CGS
 AN0905
 AN0905                          STATION DESCRIPTION
 AN0905
 AN0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0905'7.9 MI NW FROM MCFADDIN.
 AN0905'7.9 MILES NORTHWEST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 AN0905'MCFADDIN, VICTORIA COUNTY, AT A ROAD JUNCTION, 26 FEET WEST OF THE
 AN0905'CENTERLINE OF THE ROAD LEADING SOUTH, 11.4 FEET SOUTH OF THE
 AN0905'CENTERLINE OF THE ROAD LEADING WEST, 4.6 FEET SOUTH OF THE SOUTH
 AN0905'GATEPOST, 1.3 FEET EAST OF A FENCE, AND 2 FEET NORTH OF A WHITE WOODEN
 AN0905'WITNESS POST.  A STANDARD DISK, STAMPED A 863 1943 AND SET IN THE TOP
 AN0905'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1465 ***********************************************************************
 AN1465  DESIGNATION -  A 864
 AN1465  PID         -  AN1465
 AN1465  STATE/COUNTY-  TX/BEE
 AN1465  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1465
 AN1465                         *CURRENT SURVEY CONTROL
 AN1465  ___________________________________________________________________
 AN1465* NAD 83(1986)-  28 24 15.     (N)    097 45 05.     (W)     SCALED    
 AN1465* NAVD 88     -        65.684  (meters)     215.50   (feet)  ADJUSTED  
 AN1465  ___________________________________________________________________
 AN1465  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN1465  DYNAMIC HT  -          65.586 (meters)     215.18  (feet)  COMP
 AN1465  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AN1465
 AN1465  VERT ORDER  -  FIRST     CLASS II
 AN1465
 AN1465.The horizontal coordinates were scaled from a topographic map and have
 AN1465.an estimated accuracy of +/- 6 seconds.
 AN1465
 AN1465.The orthometric height was determined by differential leveling
 AN1465.and adjusted by the National Geodetic Survey in June 1991..
 AN1465
 AN1465.The geoid height was determined by GEOID03.
 AN1465
 AN1465.The dynamic height is computed by dividing the NAVD 88
 AN1465.geopotential number by the normal gravity value computed on the
 AN1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1465.degrees latitude (g = 980.6199 gals.).
 AN1465
 AN1465.The modeled gravity was interpolated from observed gravity values.
 AN1465
 AN1465;                    North         East    Units  Estimated Accuracy
 AN1465;SPC TXSC     - 4,063,920.      722,350.      MT  (+/- 180 meters Scaled)
 AN1465
 AN1465                          SUPERSEDED SURVEY CONTROL
 AN1465
 AN1465.No superseded survey control is available for this station.
 AN1465
 AN1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS223426(NAD 83)
 AN1465_MARKER: DB = BENCH MARK DISK
 AN1465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1465_SP_SET: BLOCK SIGNAL BASE
 AN1465_STAMPING: A 864 1943
 AN1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1465
 AN1465  HISTORY     - Date     Condition        Report By
 AN1465  HISTORY     - 1943     MONUMENTED       CGS
 AN1465  HISTORY     - 1963     GOOD             NGS
 AN1465  HISTORY     - 1981     GOOD             NGS
 AN1465  HISTORY     - 1987     GOOD             USPSQD
 AN1465  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1465
 AN1465                          STATION DESCRIPTION
 AN1465
 AN1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AN1465'IN BEEVILLE.
 AN1465'AT BEEVILLE, BEE COUNTY, ABOUT 0.1 MILE NORTHWEST ALONG THE TEXAS AND
 AN1465'NEW ORLEANS RAILROAD FROM THE STATION, 37 FEET SOUTH OF THE SECOND
 AN1465'POLE NORTHWEST OF MILEPOST 93, AT A BLOCK SIGNAL, IN THE NORTH CORNER
 AN1465'OF THE CONCRETE BASE, AND 9.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 AN1465'THE NORTHEAST TRACK.  A STANDARD DISK, STAMPED A 864 1943.
 AN1465
 AN1465                          STATION RECOVERY (1981)
 AN1465
 AN1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1465'IN BEEVILLE, ONE BLOCK SOUTHWEST ALONG WEST CLEVELAND STREET FROM THE
 AN1465'JUNCTION OF U.S. BUSINESS HIGHWAY 181 (WASHINGTON STREET), AT THE
 AN1465'CROSSING OF THE SOUTHERN PACIFIC RAILROAD, IN THE SOUTHEAST CORNER OF
 AN1465'THE CONCRETE BASE OF A SEMAPHORE, 15.2 METERS (50.0 FT) SOUTHEAST OF
 AN1465'THE CENTERLINE OF THE STREET, 2.7 METERS (9.0 FT) NORTHEAST OF THE
 AN1465'NORTHEAST RAIL OF THE MAIN TRACKS.
 AN1465'THE MARK IS 0.15 M ABOVE CLEVELAND STREET.
 AN1465
 AN1465                          STATION RECOVERY (1987)
 AN1465
 AN1465'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1465'RECOVERED IN GOOD CONDITION.
 AN1465
 AN1465                          STATION RECOVERY (1996)
 AN1465
 AN1465'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0304 ***********************************************************************
 AX0304  DESIGNATION -  A 865
 AX0304  PID         -  AX0304
 AX0304  STATE/COUNTY-  TX/WHARTON
 AX0304  USGS QUAD   -  HUNGERFORD (1980)
 AX0304
 AX0304                         *CURRENT SURVEY CONTROL
 AX0304  ___________________________________________________________________
 AX0304* NAD 83(1986)-  29 23 27.     (N)    096 04 54.     (W)     SCALED    
 AX0304* NAVD 88     -        31.005  (meters)     101.72   (feet)  ADJUSTED  
 AX0304  ___________________________________________________________________
 AX0304  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0304  DYNAMIC HT  -          30.961 (meters)     101.58  (feet)  COMP
 AX0304  MODELED GRAV-     979,246.7   (mgal)                       NAVD 88
 AX0304
 AX0304  VERT ORDER  -  FIRST     CLASS I
 AX0304
 AX0304.The horizontal coordinates were scaled from a topographic map and have
 AX0304.an estimated accuracy of +/- 6 seconds.
 AX0304
 AX0304.The orthometric height was determined by differential leveling
 AX0304.and adjusted by the National Geodetic Survey in June 1991..
 AX0304
 AX0304.The geoid height was determined by GEOID03.
 AX0304
 AX0304.The dynamic height is computed by dividing the NAVD 88
 AX0304.geopotential number by the normal gravity value computed on the
 AX0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0304.degrees latitude (g = 980.6199 gals.).
 AX0304
 AX0304.The modeled gravity was interpolated from observed gravity values.
 AX0304
 AX0304;                    North         East    Units  Estimated Accuracy
 AX0304;SPC TXSC     - 4,176,150.      883,220.      MT  (+/- 180 meters Scaled)
 AX0304
 AX0304                          SUPERSEDED SURVEY CONTROL
 AX0304
 AX0304  NGVD 29 (12/23/87)   31.005  (m)          101.72   (f) ADJUSTED    1 1
 AX0304
 AX0304.Superseded values are not recommended for survey control.
 AX0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0304.See file dsdata.txt to determine how the superseded data were derived.
 AX0304
 AX0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT832548(NAD 83)
 AX0304_MARKER: DB = BENCH MARK DISK
 AX0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0304_SP_SET: CONCRETE POST
 AX0304_STAMPING: A 865 1943
 AX0304_MARK LOGO: CGS   
 AX0304_PROJECTION: PROJECTING 8 CENTIMETERS
 AX0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0304+STABILITY: SURFACE MOTION
 AX0304
 AX0304  HISTORY     - Date     Condition        Report By
 AX0304  HISTORY     - 1935     MONUMENTED       CGS
 AX0304  HISTORY     - 1987     GOOD             NGS
 AX0304
 AX0304                          STATION DESCRIPTION
 AX0304
 AX0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0304'0.7 MI S FROM HUNGERFORD.
 AX0304'0.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0304'STATION AT HUNGERFORD, WHARTON COUNTY, 47 FEET EAST OF MILEPOST 20, 85
 AX0304'FEET EAST OF THE EAST RAIL, 70.2 FEET WEST OF THE CENTER LINE OF U.S.
 AX0304'HIGHWAY 59, AND 2.3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST. A
 AX0304'STANDARD DISK, STAMPED A 865 1943 AND SET IN THE TOP OF A CONCRETE
 AX0304'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AX0304
 AX0304                          STATION RECOVERY (1987)
 AX0304
 AX0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0304'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.03 KM (0.64
 AX0304'MI) SOUTH ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF STATE HIGHWAY 60
 AX0304'IN HUNGERFORD, 21.4 METERS (70.2 FT) WEST OF THE CENTERLINE OF THE
 AX0304'HIGHWAY, 25.9 METERS (85.0 FT) EAST OF THE EAST RAIL OF THE SOUTHERN
 AX0304'PACIFIC COMPANY RAILROAD, 14.3 METERS (47.0 FT) EAST OF RAILROAD
 AX0304'MILEPOST 20.
 AX0304'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 AX0304'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0824 ***********************************************************************
 AX0824  DESIGNATION -  A 866
 AX0824  PID         -  AX0824
 AX0824  STATE/COUNTY-  TX/LAVACA
 AX0824  USGS QUAD   -  EZZELL (1981)
 AX0824
 AX0824                         *CURRENT SURVEY CONTROL
 AX0824  ___________________________________________________________________
 AX0824* NAD 83(1986)-  29 21 20.     (N)    096 59 43.     (W)     SCALED    
 AX0824* NAVD 88     -        74.31   (+/-2cm)     243.8    (feet)  VERTCON   
 AX0824  ___________________________________________________________________
 AX0824  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0824
 AX0824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0824
 AX0824.The horizontal coordinates were scaled from a topographic map and have
 AX0824.an estimated accuracy of +/- 6 seconds.
 AX0824
 AX0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0824.The vertical order pertains to the NGVD 29 superseded value.
 AX0824
 AX0824.The geoid height was determined by GEOID03.
 AX0824
 AX0824;                    North         East    Units  Estimated Accuracy
 AX0824;SPC TXSC     - 4,170,370.      794,630.      MT  (+/- 180 meters Scaled)
 AX0824
 AX0824                          SUPERSEDED SURVEY CONTROL
 AX0824
 AX0824  NGVD 29 (??/??/92)   74.304  (m)          243.78   (f) ADJ UNCH    2 0
 AX0824
 AX0824.Superseded values are not recommended for survey control.
 AX0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0824.See file dsdata.txt to determine how the superseded data were derived.
 AX0824
 AX0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT946490(NAD 83)
 AX0824_MARKER: DB = BENCH MARK DISK
 AX0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0824_STAMPING: A 866 1943
 AX0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0824+STABILITY: SURFACE MOTION
 AX0824
 AX0824  HISTORY     - Date     Condition        Report By
 AX0824  HISTORY     - 1943     MONUMENTED       CGS
 AX0824  HISTORY     - 19970607 GOOD             USPSQD
 AX0824
 AX0824                          STATION DESCRIPTION
 AX0824
 AX0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0824'8.45 MI SW FROM HALLETTSVILLE.
 AX0824'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS AND NEW ORLEANS (SOUTHERN
 AX0824'PACIFIC) RAILROAD AT MONT-- 5.85 MILES SOUTHWEST OF HALLETTSVILLE--
 AX0824'PROCEED 2.6 MILES SOUTHERLY ALONG THE MONT-KOERTH ROAD TO SITE OF
 AX0824'BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE SOUTH OF THE WEST END OF A
 AX0824'SHORT JOG IN THE ROAD, ABOUT 250.0 FEET SOUTH OF THE CENTERLINE OF A
 AX0824'WOODEN CULVERT, AND 28.0 FEET WEST OF AND ABOUT 1.5 FEET ABOVE THE
 AX0824'CENTERLINE OF ROAD.  IT IS 5.5 FEET WEST OF A FENCE CORNER, 1.2 FEET
 AX0824'NORTH OF A FENCE, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.
 AX0824'MONUMENT PROJECTS 0.4 FOOT.  NOTE-- BENCH MARK IS ALSO 4.5 MILES NORTH
 AX0824'OF KOERTH.
 AX0824
 AX0824                          STATION RECOVERY (1997)
 AX0824
 AX0824'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0596 ***********************************************************************
 AX0596  DESIGNATION -  A 867
 AX0596  PID         -  AX0596
 AX0596  STATE/COUNTY-  TX/LAVACA
 AX0596  USGS QUAD   -  SUBLIME (1981)
 AX0596
 AX0596                         *CURRENT SURVEY CONTROL
 AX0596  ___________________________________________________________________
 AX0596* NAD 83(1986)-  29 24 18.     (N)    096 51 13.     (W)     SCALED    
 AX0596* NAVD 88     -        86.646  (meters)     284.27   (feet)  ADJUSTED  
 AX0596  ___________________________________________________________________
 AX0596  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0596  DYNAMIC HT  -          86.524 (meters)     283.87  (feet)  COMP
 AX0596  MODELED GRAV-     979,236.6   (mgal)                       NAVD 88
 AX0596
 AX0596  VERT ORDER  -  FIRST     CLASS I
 AX0596
 AX0596.The horizontal coordinates were scaled from a topographic map and have
 AX0596.an estimated accuracy of +/- 6 seconds.
 AX0596
 AX0596.The orthometric height was determined by differential leveling
 AX0596.and adjusted by the National Geodetic Survey in June 1991..
 AX0596
 AX0596.The geoid height was determined by GEOID03.
 AX0596
 AX0596.The dynamic height is computed by dividing the NAVD 88
 AX0596.geopotential number by the normal gravity value computed on the
 AX0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0596.degrees latitude (g = 980.6199 gals.).
 AX0596
 AX0596.The modeled gravity was interpolated from observed gravity values.
 AX0596
 AX0596;                    North         East    Units  Estimated Accuracy
 AX0596;SPC TXSC     - 4,176,090.      808,280.      MT  (+/- 180 meters Scaled)
 AX0596
 AX0596                          SUPERSEDED SURVEY CONTROL
 AX0596
 AX0596  NGVD 29 (??/??/92)   86.638  (m)          284.24   (f) ADJ UNCH    1 1
 AX0596
 AX0596.Superseded values are not recommended for survey control.
 AX0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0596.See file dsdata.txt to determine how the superseded data were derived.
 AX0596
 AX0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT082547(NAD 83)
 AX0596_MARKER: DB = BENCH MARK DISK
 AX0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0596_STAMPING: A 867 1943
 AX0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0596+STABILITY: SURFACE MOTION
 AX0596
 AX0596  HISTORY     - Date     Condition        Report By
 AX0596  HISTORY     - 1943     MONUMENTED       CGS
 AX0596  HISTORY     - 1972     GOOD             NGS
 AX0596  HISTORY     - 19970607 GOOD             USPSQD
 AX0596
 AX0596                          STATION DESCRIPTION
 AX0596
 AX0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0596'6.65 MI SE FROM HALLETTSVILLE.
 AX0596'ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 A FROM THE JUNCTION OF U.
 AX0596'S. HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 5.95 MILES
 AX0596'SOUTHEAST ALONG FARM ROAD NO. 530, NEAR THE NORTHEAST END OF A LONG S
 AX0596'CURVE IN THE FARM ROAD, 54 FEET NORTHWEST OF THE CENTER LINE OF THE
 AX0596'FARM ROAD, 10 FEET SOUTH OF A LARGE 28 INCH FORKED OAK TREE, 1 FOOT
 AX0596'SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT NORTHEAST OF A METAL
 AX0596'WITNESS POST, 1 1/2 FEET ABOVE THE LEVEL OF THE FARM ROAD AND SET IN
 AX0596'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 AX0596'GROUND.
 AX0596
 AX0596                          STATION RECOVERY (1997)
 AX0596
 AX0596'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0840 ***********************************************************************
 AX0840  DESIGNATION -  A 868
 AX0840  PID         -  AX0840
 AX0840  STATE/COUNTY-  TX/LAVACA
 AX0840  USGS QUAD   -  HOPE (1981)
 AX0840
 AX0840                         *CURRENT SURVEY CONTROL
 AX0840  ___________________________________________________________________
 AX0840* NAD 83(1986)-  29 09 12.     (N)    096 58 48.     (W)     SCALED    
 AX0840* NAVD 88     -        53.88   (+/-2cm)     176.8    (feet)  VERTCON   
 AX0840  ___________________________________________________________________
 AX0840  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0840
 AX0840  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0840
 AX0840.The horizontal coordinates were scaled from a topographic map and have
 AX0840.an estimated accuracy of +/- 6 seconds.
 AX0840
 AX0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0840.The vertical order pertains to the NGVD 29 superseded value.
 AX0840
 AX0840.The geoid height was determined by GEOID03.
 AX0840
 AX0840;                    North         East    Units  Estimated Accuracy
 AX0840;SPC TXSC     - 4,147,990.      796,500.      MT  (+/- 180 meters Scaled)
 AX0840
 AX0840                          SUPERSEDED SURVEY CONTROL
 AX0840
 AX0840  NGVD 29 (??/??/92)   53.900  (m)          176.84   (f) ADJ UNCH    2 0
 AX0840
 AX0840.Superseded values are not recommended for survey control.
 AX0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0840.See file dsdata.txt to determine how the superseded data were derived.
 AX0840
 AX0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT964266(NAD 83)
 AX0840_MARKER: DB = BENCH MARK DISK
 AX0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0840_STAMPING: A 868 1943
 AX0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0840+STABILITY: SURFACE MOTION
 AX0840
 AX0840  HISTORY     - Date     Condition        Report By
 AX0840  HISTORY     - 1943     MONUMENTED       CGS
 AX0840  HISTORY     - 1966     GOOD             USGS
 AX0840  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0840
 AX0840                          STATION DESCRIPTION
 AX0840
 AX0840'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0840'0.9 MI SW FROM HOPE.
 AX0840'0.9 MI. SW ALONG ROAD FROM THE BAPTIST CHURCH AT HOPE, LAVACA COUNTY,
 AX0840'TO STATE HWY. 111.  THENCE 1.5 MI. SE ALONG STATE HWY. 111 TO U.S.
 AX0840'HWY. 77.  THENCE 2.35 MI. SOUTH ALONG U.S. HWY. 77 TO A ROAD LEADING
 AX0840'SE THENCE 0.8 MI. SW ALONG ROAD.  0.15 MI. NW OF A FRAME HOUSE, 150
 AX0840'FEET NORTH OF A CURVE TO THE WEST 20 FEET EAST OF THE CENTERLINE OF
 AX0840'THE ROAD, 20 FEET NORTH OF THE NEARER ONE OF TWO 15 INCH OAK TREES
 AX0840'WHICH ARE 18 FEET APART AND IN LINE WITH THE RIGHT OF WAY FENCE, 6
 AX0840'FEET EAST OF THE RIGHT OF WAY FENCE, 3.5 FEET SOUTH OF A WHITE WOODEN
 AX0840'WITNESS POST, AND ABOUT 1 FT. ABOVE THE ROAD.  A STANDARD DISK STAMPED
 AX0840'A 868 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 ABOVE
 AX0840'GROUND.
 AX0840
 AX0840                          STATION RECOVERY (1997)
 AX0840
 AX0840'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0778 ***********************************************************************
 AX0778  DESIGNATION -  A 869
 AX0778  PID         -  AX0778
 AX0778  STATE/COUNTY-  TX/LAVACA
 AX0778  USGS QUAD   -  MORALES (1981)
 AX0778
 AX0778                         *CURRENT SURVEY CONTROL
 AX0778  ___________________________________________________________________
 AX0778* NAD 83(1986)-  29 12 05.     (N)    096 48 36.     (W)     SCALED    
 AX0778* NAVD 88     -        44.67   (+/-2cm)     146.6    (feet)  VERTCON   
 AX0778  ___________________________________________________________________
 AX0778  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0778
 AX0778  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0778
 AX0778.The horizontal coordinates were scaled from a topographic map and have
 AX0778.an estimated accuracy of +/- 6 seconds.
 AX0778
 AX0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0778.The vertical order pertains to the NGVD 29 superseded value.
 AX0778
 AX0778.The geoid height was determined by GEOID03.
 AX0778
 AX0778;                    North         East    Units  Estimated Accuracy
 AX0778;SPC TXSC     - 4,153,610.      812,940.      MT  (+/- 180 meters Scaled)
 AX0778
 AX0778                          SUPERSEDED SURVEY CONTROL
 AX0778
 AX0778  NGVD 29 (??/??/92)   44.698  (m)          146.65   (f) ADJ UNCH    2 0
 AX0778
 AX0778.Superseded values are not recommended for survey control.
 AX0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0778.See file dsdata.txt to determine how the superseded data were derived.
 AX0778
 AX0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT129322(NAD 83)
 AX0778_MARKER: DB = BENCH MARK DISK
 AX0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0778_STAMPING: A 869 1943
 AX0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0778+STABILITY: SURFACE MOTION
 AX0778
 AX0778  HISTORY     - Date     Condition        Report By
 AX0778  HISTORY     - 1943     MONUMENTED       CGS
 AX0778  HISTORY     - 1964     GOOD             USGS
 AX0778
 AX0778                          STATION DESCRIPTION
 AX0778
 AX0778'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX0778'7.4 MI SE FROM EZZELL.
 AX0778'7.4 MILES SOUTHEAST OF EZZELL, LAVACA COUNTY ALONG A DIRT ROAD, THENCE
 AX0778'1.8 MILES NORTHEAST ALONG A DIRT ROAD TO FIVE OIL TANKS, THENCE 0.8
 AX0778'MILE SOUTH TO A T ROAD, THENCE 0.3 MILE EAST AND 0.1 MILE NORTH TO A
 AX0778'GAS WELL.  180 FT. NORTH AND 350 FT. WEST OF GAS WELL.  13 FT. SOUTH
 AX0778'AND 1 FT. WEST OF A LONE TREE, AND SET IN THE TOP OF A CONCRETE POST
 AX0778'PROJECTING 0.4 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1403 ***********************************************************************
 BY1403  DESIGNATION -  A 87
 BY1403  PID         -  BY1403
 BY1403  STATE/COUNTY-  TX/TRINITY
 BY1403  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1403
 BY1403                         *CURRENT SURVEY CONTROL
 BY1403  ___________________________________________________________________
 BY1403* NAD 83(1986)-  31 04 04.     (N)    095 24 24.     (W)     SCALED    
 BY1403* NAVD 88     -        67.58   (+/-2cm)     221.7    (feet)  VERTCON   
 BY1403  ___________________________________________________________________
 BY1403  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BY1403
 BY1403  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1403
 BY1403.The horizontal coordinates were scaled from a topographic map and have
 BY1403.an estimated accuracy of +/- 6 seconds.
 BY1403
 BY1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1403.The vertical order pertains to the NGVD 29 superseded value.
 BY1403
 BY1403.The geoid height was determined by GEOID03.
 BY1403
 BY1403;                    North         East    Units  Estimated Accuracy
 BY1403;SPC TX C     - 3,165,730.    1,169,980.      MT  (+/- 180 meters Scaled)
 BY1403
 BY1403                          SUPERSEDED SURVEY CONTROL
 BY1403
 BY1403  NGVD 29 (??/??/92)   67.593  (m)          221.76   (f) ADJ UNCH    1 2
 BY1403
 BY1403.Superseded values are not recommended for survey control.
 BY1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1403.See file dsdata.txt to determine how the superseded data were derived.
 BY1403
 BY1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ703396(NAD 83)
 BY1403_MARKER: DB = BENCH MARK DISK
 BY1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1403_STAMPING: A 87 1932 221.847
 BY1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1403+STABILITY: SURFACE MOTION
 BY1403
 BY1403  HISTORY     - Date     Condition        Report By
 BY1403  HISTORY     - 1932     MONUMENTED       CGS
 BY1403  HISTORY     - 1960     GOOD             NGS
 BY1403  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1403
 BY1403                          STATION DESCRIPTION
 BY1403
 BY1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1403'4.8 MI SE FROM LOVELADY.
 BY1403'ABOUT 4.8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1403'STATION AT LOVELADY, 104 1/2 FEET NORTHWEST OF MILEPOST 56, 43 FEET
 BY1403'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 56 FEET SOUTH OF
 BY1403'THE CENTER OF A ROAD CROSSING, 31 FEET SOUTHEAST OF THE CENTER OF A
 BY1403'CATTLE GUARD ACROSS A DIRT ROAD, 2 1/2 FEET NORTHEAST OF A FENCE,
 BY1403'ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 BY1403'PROJECTING 5 INCHES.  NOTE-- AQ 85.8 FEET NORTH OF A 87, A COPPER NAIL
 BY1403'AND WASHER IN THE NORTHEAST ROOT OF A 22-INCH OAK TREE AND STAMPED AQ.
 BY1403
 BY1403                          STATION RECOVERY (1980)
 BY1403
 BY1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0779 ***********************************************************************
 AN0779  DESIGNATION -  A 870
 AN0779  PID         -  AN0779
 AN0779  STATE/COUNTY-  TX/VICTORIA
 AN0779  USGS QUAD   -  INEZ (1995)
 AN0779
 AN0779                         *CURRENT SURVEY CONTROL
 AN0779  ___________________________________________________________________
 AN0779* NAD 83(1986)-  28 54 32.     (N)    096 48 10.     (W)     SCALED    
 AN0779* NAVD 88     -        19.99   (+/-2cm)      65.6    (feet)  VERTCON   
 AN0779  ___________________________________________________________________
 AN0779  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0779
 AN0779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0779
 AN0779.The horizontal coordinates were scaled from a topographic map and have
 AN0779.an estimated accuracy of +/- 6 seconds.
 AN0779
 AN0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0779.The vertical order pertains to the NGVD 29 superseded value.
 AN0779
 AN0779.The geoid height was determined by GEOID03.
 AN0779
 AN0779;                    North         East    Units  Estimated Accuracy
 AN0779;SPC TXSC     - 4,121,210.      814,250.      MT  (+/- 180 meters Scaled)
 AN0779
 AN0779                          SUPERSEDED SURVEY CONTROL
 AN0779
 AN0779  NGVD 29 (??/??/92)   20.048  (m)           65.77   (f) ADJ UNCH    2 0
 AN0779
 AN0779.Superseded values are not recommended for survey control.
 AN0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0779.See file dsdata.txt to determine how the superseded data were derived.
 AN0779
 AN0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS142998(NAD 83)
 AN0779_MARKER: DB = BENCH MARK DISK
 AN0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0779_STAMPING: A 870 1943
 AN0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0779+STABILITY: SURFACE MOTION
 AN0779
 AN0779  HISTORY     - Date     Condition        Report By
 AN0779  HISTORY     - 1943     MONUMENTED       CGS
 AN0779  HISTORY     - 1972     GOOD             NGS
 AN0779  HISTORY     - 19910428 POOR             USPSQD
 AN0779
 AN0779                          STATION DESCRIPTION
 AN0779
 AN0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0779'0.9 MI NW FROM INEZ.
 AN0779'ABOUT 0.9 MILE NORTHWEST ALONG FARM TO MARKET ROAD 444 FROM THE
 AN0779'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, 95 1/2 FEET
 AN0779'NORTHEAST OF AND ACROSS THE ROAD FROM THE CENTER OF A METAL GATE AT
 AN0779'ENTRANCE TO THE SOUTH TEXAS ELECTRIC COOP SUB-STATION, 42 1/2 FEET
 AN0779'NORTH OF THE CENTER LINE OF FARM ROAD 444, 30 1/2 FEET SOUTHEAST OF
 AN0779'THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHEAST, 7 FEET EAST OF A
 AN0779'10 INCH LIVE OAK TREE, 8 1/2 FEET EAST OF TELEPHONE CABLE CANNISTER
 AN0779'NO. 14, 3 1/2 FEET NORTH OF A FENCE LINE, 7 FEET NORTHWEST OF A METAL
 AN0779'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 AN0779'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 AN0779
 AN0779                          STATION RECOVERY (1991)
 AN0779
 AN0779'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0779'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0485 ***********************************************************************
 AB0485  DESIGNATION -  A 871
 AB0485  PID         -  AB0485
 AB0485  STATE/COUNTY-  TX/CAMERON
 AB0485  USGS QUAD   -  OLMITO (1983)
 AB0485
 AB0485                         *CURRENT SURVEY CONTROL
 AB0485  ___________________________________________________________________
 AB0485* NAD 83(1986)-  26 00 13.     (N)    097 31 49.     (W)     SCALED    
 AB0485* NAVD 88     -         9.009  (meters)      29.56   (feet)  ADJUSTED  
 AB0485  ___________________________________________________________________
 AB0485  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 AB0485  DYNAMIC HT  -           8.994 (meters)      29.51  (feet)  COMP
 AB0485  MODELED GRAV-     979,031.1   (mgal)                       NAVD 88
 AB0485
 AB0485  VERT ORDER  -  FIRST     CLASS II
 AB0485
 AB0485.The horizontal coordinates were scaled from a topographic map and have
 AB0485.an estimated accuracy of +/- 6 seconds.
 AB0485
 AB0485.The orthometric height was determined by differential leveling
 AB0485.and adjusted by the National Geodetic Survey in June 1991..
 AB0485
 AB0485.The geoid height was determined by GEOID03.
 AB0485
 AB0485.The dynamic height is computed by dividing the NAVD 88
 AB0485.geopotential number by the normal gravity value computed on the
 AB0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0485.degrees latitude (g = 980.6199 gals.).
 AB0485
 AB0485.The modeled gravity was interpolated from observed gravity values.
 AB0485
 AB0485;                    North         East    Units  Estimated Accuracy
 AB0485;SPC TX S     - 5,037,710.      397,090.      MT  (+/- 180 meters Scaled)
 AB0485
 AB0485                          SUPERSEDED SURVEY CONTROL
 AB0485
 AB0485  NGVD 29 (??/??/92)    9.09   (m)           29.8    (f) COMPUTED    1 2
 AB0485
 AB0485.Superseded values are not recommended for survey control.
 AB0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0485.See file dsdata.txt to determine how the superseded data were derived.
 AB0485
 AB0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP470769(NAD 83)
 AB0485_MARKER: DB = BENCH MARK DISK
 AB0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0485_STAMPING: A 871 1943
 AB0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0485+STABILITY: SURFACE MOTION
 AB0485
 AB0485  HISTORY     - Date     Condition        Report By
 AB0485  HISTORY     - 1943     MONUMENTED       CGS
 AB0485  HISTORY     - 1951     GOOD             NGS
 AB0485  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0485  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0485  HISTORY     - 1988     GOOD             USPSQD
 AB0485  HISTORY     - 1988     GOOD             USPSQD
 AB0485  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0485  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0485
 AB0485                          STATION DESCRIPTION
 AB0485
 AB0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0485'1.1 MI S FROM OLMITO.
 AB0485'1.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0485'OLMITO, CAMERON COUNTY, 200 FEET SOUTH OF A ROAD CROSSING, 49 FEET
 AB0485'EAST OF THE CENTERLINE OF THE TRACK, 42 FEET WEST OF THE CENTERLINE OF
 AB0485'U. S. HIGHWAY 83, 10 FEET EAST OF THE SECOND POLE SOUTH OF THE ROAD
 AB0485'CROSSING, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT WEST OF
 AB0485'THE RIGHT-OF-WAY FENCE, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD
 AB0485'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AB0485'GROUND.
 AB0485
 AB0485                          STATION RECOVERY (1951)
 AB0485
 AB0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0485'RECOVERED IN GOOD CONDITION.
 AB0485
 AB0485                          STATION RECOVERY (1981)
 AB0485
 AB0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0485'SEARCHED FOR, NOT RECOVERED.
 AB0485
 AB0485                          STATION RECOVERY (1987)
 AB0485
 AB0485'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0485'MARK NOT FOUND.
 AB0485
 AB0485                          STATION RECOVERY (1988)
 AB0485
 AB0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0485'RECOVERED IN GOOD CONDITION.
 AB0485
 AB0485                          STATION RECOVERY (1988)
 AB0485
 AB0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEC)
 AB0485'RECOVERED IN GOOD CONDITION.
 AB0485
 AB0485                          STATION RECOVERY (1991)
 AB0485
 AB0485'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0485'MARK NOT FOUND.
 AB0485
 AB0485                          STATION RECOVERY (1993)
 AB0485
 AB0485'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0644 ***********************************************************************
 AE0644  DESIGNATION -  A 873
 AE0644  PID         -  AE0644
 AE0644  STATE/COUNTY-  TX/HIDALGO
 AE0644  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0644
 AE0644                         *CURRENT SURVEY CONTROL
 AE0644  ___________________________________________________________________
 AE0644* NAD 83(1986)-  26 15 32.     (N)    098 32 02.     (W)     SCALED    
 AE0644* NAVD 88     -        52.570  (meters)     172.47   (feet)  ADJUSTED  
 AE0644  ___________________________________________________________________
 AE0644  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE0644  DYNAMIC HT  -          52.483 (meters)     172.19  (feet)  COMP
 AE0644  MODELED GRAV-     978,986.7   (mgal)                       NAVD 88
 AE0644
 AE0644  VERT ORDER  -  FIRST     CLASS II
 AE0644
 AE0644.The horizontal coordinates were scaled from a topographic map and have
 AE0644.an estimated accuracy of +/- 6 seconds.
 AE0644
 AE0644.The orthometric height was determined by differential leveling
 AE0644.and adjusted by the National Geodetic Survey in June 1991..
 AE0644
 AE0644.The geoid height was determined by GEOID03.
 AE0644
 AE0644.The dynamic height is computed by dividing the NAVD 88
 AE0644.geopotential number by the normal gravity value computed on the
 AE0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0644.degrees latitude (g = 980.6199 gals.).
 AE0644
 AE0644.The modeled gravity was interpolated from observed gravity values.
 AE0644
 AE0644;                    North         East    Units  Estimated Accuracy
 AE0644;SPC TX S     - 5,065,620.      296,620.      MT  (+/- 180 meters Scaled)
 AE0644
 AE0644                          SUPERSEDED SURVEY CONTROL
 AE0644
 AE0644  NGVD 29 (??/??/92)   52.686  (m)          172.85   (f) ADJ UNCH    1 2
 AE0644
 AE0644.Superseded values are not recommended for survey control.
 AE0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0644.See file dsdata.txt to determine how the superseded data were derived.
 AE0644
 AE0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ465044(NAD 83)
 AE0644_MARKER: DB = BENCH MARK DISK
 AE0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0644_SP_SET: CULVERT
 AE0644_STAMPING: A 873 1943
 AE0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0644
 AE0644  HISTORY     - Date     Condition        Report By
 AE0644  HISTORY     - 1943     MONUMENTED       CGS
 AE0644
 AE0644                          STATION DESCRIPTION
 AE0644
 AE0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0644'2.2 MI E FROM SULLIVAN CITY.
 AE0644'BENCH MARK IS ABOUT 2.2 MILES EASTERLY ALONG U.S. HIGHWAY NO. 83 FROM
 AE0644'THE POST OFFICE AT SULLIVAN CITY, ABOUT 0.8 MILE NORTHWEST OF THE
 AE0644'MISSOURI PACIFIC RAILROAD STATION AT SAM FORDYCE.  IT IS ABOUT 0.3
 AE0644'MILE WEST OF THE INTERSECTION OF ROAD LEADING TO SAM FORDYCE, 22.0
 AE0644'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND IS SET HORIZONTALLY
 AE0644'IN THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 AE0644'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2003 ***********************************************************************
 AX2003  DESIGNATION -  A 874
 AX2003  PID         -  AX2003
 AX2003  STATE/COUNTY-  TX/GONZALES
 AX2003  USGS QUAD   -  SMILEY (1987)
 AX2003
 AX2003                         *CURRENT SURVEY CONTROL
 AX2003  ___________________________________________________________________
 AX2003* NAD 83(1986)-  29 16 35.     (N)    097 42 52.     (W)     SCALED    
 AX2003* NAVD 88     -       105.03   (+/-2cm)     344.6    (feet)  VERTCON   
 AX2003  ___________________________________________________________________
 AX2003  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2003
 AX2003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2003
 AX2003.The horizontal coordinates were scaled from a topographic map and have
 AX2003.an estimated accuracy of +/- 6 seconds.
 AX2003
 AX2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2003.The vertical order pertains to the NGVD 29 superseded value.
 AX2003
 AX2003.The geoid height was determined by GEOID03.
 AX2003
 AX2003;                    North         East    Units  Estimated Accuracy
 AX2003;SPC TXSC     - 4,160,620.      724,910.      MT  (+/- 180 meters Scaled)
 AX2003
 AX2003                          SUPERSEDED SURVEY CONTROL
 AX2003
 AX2003  NGVD 29 (??/??/92)  104.999  (m)          344.48   (f) ADJ UNCH    2 0
 AX2003
 AX2003.Superseded values are not recommended for survey control.
 AX2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2003.See file dsdata.txt to determine how the superseded data were derived.
 AX2003
 AX2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT248392(NAD 83)
 AX2003_MARKER: DB = BENCH MARK DISK
 AX2003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2003_SP_SET: CULVERT
 AX2003_STAMPING: A 874 1943
 AX2003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2003
 AX2003  HISTORY     - Date     Condition        Report By
 AX2003  HISTORY     - 1943     MONUMENTED       CGS
 AX2003  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX2003  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2003
 AX2003                          STATION DESCRIPTION
 AX2003
 AX2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2003'3.1 MI E FROM NIXON.
 AX2003'BENCH MARK IS ABOUT 3.1 MILES EASTERLY ALONG THE SOUTHERN PACIFIC (T.
 AX2003'AND N.O.) RAILROAD FROM THE STATION AT NIXON.  IT IS ABOUT 50.0 FEET
 AX2003'SOUTH OF AND ABOUT 7.0 FEET BELOW THE CENTERLINE OF THE TRACKS, AND
 AX2003'ABOUT 0.4 MILE WEST OF MILE POLE NO.86.  IT IS 14.0 FEET NORTH OF THE
 AX2003'CENTERLINE OF THE U.S. HIGHWAY NO.87, SET HORIZONTALLY IN THE WEST END
 AX2003'OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, SOUTH
 AX2003'OF RAILROAD BRIDGE NO.86-40.
 AX2003
 AX2003                          STATION RECOVERY (1962)
 AX2003
 AX2003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX2003'MARK NOT FOUND.
 AX2003
 AX2003                          STATION RECOVERY (2003)
 AX2003
 AX2003'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1132 ***********************************************************************
 AN1132  DESIGNATION -  A 875
 AN1132  PID         -  AN1132
 AN1132  STATE/COUNTY-  TX/GOLIAD
 AN1132  USGS QUAD   -  WEESATCHE (1987)
 AN1132
 AN1132                         *CURRENT SURVEY CONTROL
 AN1132  ___________________________________________________________________
 AN1132* NAD 83(1986)-  28 49 15.     (N)    097 25 02.     (W)     SCALED    
 AN1132* NAVD 88     -        79.23   (+/-2cm)     259.9    (feet)  VERTCON   
 AN1132  ___________________________________________________________________
 AN1132  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN1132
 AN1132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1132
 AN1132.The horizontal coordinates were scaled from a topographic map and have
 AN1132.an estimated accuracy of +/- 6 seconds.
 AN1132
 AN1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1132.The vertical order pertains to the NGVD 29 superseded value.
 AN1132
 AN1132.The geoid height was determined by GEOID03.
 AN1132
 AN1132;                    North         East    Units  Estimated Accuracy
 AN1132;SPC TXSC     - 4,110,490.      754,470.      MT  (+/- 180 meters Scaled)
 AN1132
 AN1132                          SUPERSEDED SURVEY CONTROL
 AN1132
 AN1132  NGVD 29 (??/??/92)   79.259  (m)          260.04   (f) ADJ UNCH    2 0
 AN1132
 AN1132.Superseded values are not recommended for survey control.
 AN1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1132.See file dsdata.txt to determine how the superseded data were derived.
 AN1132
 AN1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS544891(NAD 83)
 AN1132_MARKER: DB = BENCH MARK DISK
 AN1132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1132_SP_SET: CULVERT
 AN1132_STAMPING: A 875 1943
 AN1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1132
 AN1132  HISTORY     - Date     Condition        Report By
 AN1132  HISTORY     - 1943     MONUMENTED       CGS
 AN1132
 AN1132                          STATION DESCRIPTION
 AN1132
 AN1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1132'2.5 MI SE FROM WEESATCHE.
 AN1132'TO REACH FROM THE MAIN ROAD INTERSECTION AT WEESATCHE-- PROCEED 2.5
 AN1132'MILES SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO SITE OF BENCH MARK.
 AN1132'BENCH MARK IS 15.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AN1132'THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE SOUTHEAST END
 AN1132'OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT AND CATTLE UNDER PASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1133 ***********************************************************************
 AN1133  DESIGNATION -  A 875 RESET 1967
 AN1133  PID         -  AN1133
 AN1133  STATE/COUNTY-  TX/GOLIAD
 AN1133  USGS QUAD   -  WEESATCHE (1987)
 AN1133
 AN1133                         *CURRENT SURVEY CONTROL
 AN1133  ___________________________________________________________________
 AN1133* NAD 83(1986)-  28 49 15.     (N)    097 25 02.     (W)     SCALED    
 AN1133* NAVD 88     -        79.02   (+/-2cm)     259.3    (feet)  VERTCON   
 AN1133  ___________________________________________________________________
 AN1133  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN1133
 AN1133  VERT ORDER  -  THIRD (See Below)
 AN1133
 AN1133.The horizontal coordinates were scaled from a topographic map and have
 AN1133.an estimated accuracy of +/- 6 seconds.
 AN1133
 AN1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1133.The vertical order pertains to the NGVD 29 superseded value.
 AN1133
 AN1133.The geoid height was determined by GEOID03.
 AN1133
 AN1133;                    North         East    Units  Estimated Accuracy
 AN1133;SPC TXSC     - 4,110,490.      754,470.      MT  (+/- 180 meters Scaled)
 AN1133
 AN1133                          SUPERSEDED SURVEY CONTROL
 AN1133
 AN1133  NGVD 29 (01/29/03)   79.05   (m)          259.3    (f) RESET       3  
 AN1133
 AN1133.Superseded values are not recommended for survey control.
 AN1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1133.See file dsdata.txt to determine how the superseded data were derived.
 AN1133
 AN1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS544891(NAD 83)
 AN1133_MARKER: DB = BENCH MARK DISK
 AN1133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1133_SP_SET: CULVERT
 AN1133_STAMPING: A 875 RESET 1967
 AN1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1133
 AN1133  HISTORY     - Date     Condition        Report By
 AN1133  HISTORY     - 1967     MONUMENTED       LOCENG
 AN1133  HISTORY     - 1968     GOOD             LOCENG
 AN1133  HISTORY     - 1990     GOOD             USPSQD
 AN1133
 AN1133                          STATION DESCRIPTION
 AN1133
 AN1133'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 AN1133'2.5 MI SE FROM WEESATCHE.
 AN1133'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 119 FROM THE INTERSECTION OF
 AN1133'FARM-TO-MARKET ROAD 884 AT WEESATCHE, AT A CONCRETE CULVERT AND CATTLE
 AN1133'UNDERPASS, IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL, 26 FEET
 AN1133'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 1 1/2 FEET LOWER THAN
 AN1133'THE HIGHWAY.
 AN1133
 AN1133                          STATION RECOVERY (1990)
 AN1133
 AN1133'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1974 ***********************************************************************
 AX1974  DESIGNATION -  A 876
 AX1974  PID         -  AX1974
 AX1974  STATE/COUNTY-  TX/GONZALES
 AX1974  USGS QUAD   -  SAMPLE (1987)
 AX1974
 AX1974                         *CURRENT SURVEY CONTROL
 AX1974  ___________________________________________________________________
 AX1974* NAD 83(1986)-  29 10 47.     (N)    097 31 30.     (W)     SCALED    
 AX1974* NAVD 88     -       101.12   (+/-2cm)     331.8    (feet)  VERTCON   
 AX1974  ___________________________________________________________________
 AX1974  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AX1974
 AX1974  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1974
 AX1974.The horizontal coordinates were scaled from a topographic map and have
 AX1974.an estimated accuracy of +/- 6 seconds.
 AX1974
 AX1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1974.The vertical order pertains to the NGVD 29 superseded value.
 AX1974
 AX1974.The geoid height was determined by GEOID03.
 AX1974
 AX1974;                    North         East    Units  Estimated Accuracy
 AX1974;SPC TXSC     - 4,150,120.      743,450.      MT  (+/- 180 meters Scaled)
 AX1974
 AX1974                          SUPERSEDED SURVEY CONTROL
 AX1974
 AX1974  NGVD 29 (??/??/92)  101.100  (m)          331.69   (f) ADJ UNCH    2 0
 AX1974
 AX1974.Superseded values are not recommended for survey control.
 AX1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1974.See file dsdata.txt to determine how the superseded data were derived.
 AX1974
 AX1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT434287(NAD 83)
 AX1974_MARKER: DB = BENCH MARK DISK
 AX1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1974_STAMPING: A 876 1943
 AX1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1974+STABILITY: SURFACE MOTION
 AX1974
 AX1974  HISTORY     - Date     Condition        Report By
 AX1974  HISTORY     - 1943     MONUMENTED       CGS
 AX1974
 AX1974                          STATION DESCRIPTION
 AX1974
 AX1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1974'6.0 MI NE FROM NOPAL.
 AX1974'TO REACH FROM THE POST OFFICE AT NOPAL, PROCEED 6.0 MILES
 AX1974'NORTHEASTERLY ALONG A DIRT ROAD TO THE NORTHWEST SLOPE OF A HILL AND
 AX1974'SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE NORTHWEST OF THE SOUTHEAST
 AX1974'END OF A DOUBLE TURN IN THE ROAD.  IT IS 30.4 FEET SOUTHWEST OF AND
 AX1974'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 6.0 FEET
 AX1974'SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE AND 2.5 FEET SOUTHEAST
 AX1974'OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1879 ***********************************************************************
 AX1879  DESIGNATION -  A 877
 AX1879  PID         -  AX1879
 AX1879  STATE/COUNTY-  TX/WILSON
 AX1879  USGS QUAD   -  KOSCIUSKO (1987)
 AX1879
 AX1879                         *CURRENT SURVEY CONTROL
 AX1879  ___________________________________________________________________
 AX1879* NAD 83(1986)-  29 06 31.     (N)    097 56 27.     (W)     SCALED    
 AX1879* NAVD 88     -       118.72   (+/-2cm)     389.5    (feet)  VERTCON   
 AX1879  ___________________________________________________________________
 AX1879  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AX1879
 AX1879  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1879
 AX1879.The horizontal coordinates were scaled from a topographic map and have
 AX1879.an estimated accuracy of +/- 6 seconds.
 AX1879
 AX1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1879.The vertical order pertains to the NGVD 29 superseded value.
 AX1879
 AX1879.The geoid height was determined by GEOID03.
 AX1879
 AX1879;                    North         East    Units  Estimated Accuracy
 AX1879;SPC TXSC     - 4,141,800.      703,080.      MT  (+/- 180 meters Scaled)
 AX1879
 AX1879                          SUPERSEDED SURVEY CONTROL
 AX1879
 AX1879  NGVD 29 (??/??/92)  118.674  (m)          389.35   (f) ADJ UNCH    2 0
 AX1879
 AX1879.Superseded values are not recommended for survey control.
 AX1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1879.See file dsdata.txt to determine how the superseded data were derived.
 AX1879
 AX1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT030204(NAD 83)
 AX1879_MARKER: DB = BENCH MARK DISK
 AX1879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1879_SP_SET: CULVERT
 AX1879_STAMPING: A 877 1943
 AX1879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1879
 AX1879  HISTORY     - Date     Condition        Report By
 AX1879  HISTORY     - 1943     MONUMENTED       CGS
 AX1879  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AX1879
 AX1879                          STATION DESCRIPTION
 AX1879
 AX1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1879'0.85 MI E FROM KOSCIUSKO.
 AX1879'TO REACH FROM THE CATHOLIC CHURCH AT KOSCIUSKO, PROCEED 0.7 MILE
 AX1879'EASTERLY ALONG SPUR HIGHWAY NO. 113 TO THE INTERSECTION OF STATE
 AX1879'HIGHWAY NO. 123, THENCE 0.15 MILE SOUTHERLY ALONG STATE HIGHWAY NO.
 AX1879'123 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1879'HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 AX1879'2X2.5 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 21.5 FEET
 AX1879'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX1879
 AX1879                          STATION RECOVERY (1995)
 AX1879
 AX1879'RECOVERY NOTE BY US POWER SQUADRON 1995
 AX1879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1880 ***********************************************************************
 AX1880  DESIGNATION -  A 877 RESET 1957
 AX1880  PID         -  AX1880
 AX1880  STATE/COUNTY-  TX/WILSON
 AX1880  USGS QUAD   -  KOSCIUSKO (1987)
 AX1880
 AX1880                         *CURRENT SURVEY CONTROL
 AX1880  ___________________________________________________________________
 AX1880* NAD 83(1986)-  29 06 31.     (N)    097 56 27.     (W)     SCALED    
 AX1880* NAVD 88     -       117.97   (+/-2cm)     387.0    (feet)  VERTCON   
 AX1880  ___________________________________________________________________
 AX1880  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AX1880
 AX1880  VERT ORDER  -  THIRD (See Below)
 AX1880
 AX1880.The horizontal coordinates were scaled from a topographic map and have
 AX1880.an estimated accuracy of +/- 6 seconds.
 AX1880
 AX1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1880.The vertical order pertains to the NGVD 29 superseded value.
 AX1880
 AX1880.The geoid height was determined by GEOID03.
 AX1880
 AX1880;                    North         East    Units  Estimated Accuracy
 AX1880;SPC TXSC     - 4,141,800.      703,080.      MT  (+/- 180 meters Scaled)
 AX1880
 AX1880                          SUPERSEDED SURVEY CONTROL
 AX1880
 AX1880  NGVD 29 (??/??/??)  117.92   (m)          386.9    (f) RESET       3  
 AX1880
 AX1880.Superseded values are not recommended for survey control.
 AX1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1880.See file dsdata.txt to determine how the superseded data were derived.
 AX1880
 AX1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT030204(NAD 83)
 AX1880_MARKER: DB = BENCH MARK DISK
 AX1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1880_STAMPING: A 877 RESET 1957
 AX1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1880+STABILITY: SURFACE MOTION
 AX1880
 AX1880  HISTORY     - Date     Condition        Report By
 AX1880  HISTORY     - 1957     MONUMENTED       CGS
 AX1880  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AX1880
 AX1880                          STATION DESCRIPTION
 AX1880
 AX1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AX1880'0.7 MI E FROM KOSCIUSKO.
 AX1880'0.7 MILE EAST OF THE CHURCH AT KOSCIUSKO, WILSON COUNTY, 0.1 MILE
 AX1880'SOUTH OF THE JUNCTION OF HIGHWAYS NOS. 541 AND 123 ALONG THE EAST SIDE
 AX1880'OF HIGHWAY NO. 123, 1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE LINE, 6
 AX1880'FEET SOUTH OF THE SOUTH GATE POST AT A GATE INTO THE LOW PASTURE AREA
 AX1880'WHICH IS ABOUT 2 FEET LOWER THAN THE HIGHWAY.  IT IS ABOUT 37 YARDS
 AX1880'SOUTH EAST OF THE CENTERLINE OF A CONCRETE CULVERT, A STANDARD DISK
 AX1880'STAMPED A 877 RESET 1957 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 AX1880
 AX1880                          STATION RECOVERY (1995)
 AX1880
 AX1880'RECOVERY NOTE BY US POWER SQUADRON 1995
 AX1880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1719 ***********************************************************************
 AN1719  DESIGNATION -  A 878
 AN1719  PID         -  AN1719
 AN1719  STATE/COUNTY-  TX/GOLIAD
 AN1719  USGS QUAD   -  CHARCO (1987)
 AN1719
 AN1719                         *CURRENT SURVEY CONTROL
 AN1719  ___________________________________________________________________
 AN1719* NAD 83(1986)-  28 42 58.     (N)    097 32 26.     (W)     SCALED    
 AN1719* NAVD 88     -        68.04   (+/-2cm)     223.2    (feet)  VERTCON   
 AN1719  ___________________________________________________________________
 AN1719  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN1719
 AN1719  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1719
 AN1719.The horizontal coordinates were scaled from a topographic map and have
 AN1719.an estimated accuracy of +/- 6 seconds.
 AN1719
 AN1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1719.The vertical order pertains to the NGVD 29 superseded value.
 AN1719
 AN1719.The geoid height was determined by GEOID03.
 AN1719
 AN1719;                    North         East    Units  Estimated Accuracy
 AN1719;SPC TXSC     - 4,098,730.      742,580.      MT  (+/- 180 meters Scaled)
 AN1719
 AN1719                          SUPERSEDED SURVEY CONTROL
 AN1719
 AN1719  NGVD 29 (??/??/92)   68.07   (m)          223.3    (f) COMPUTED    2 0
 AN1719
 AN1719.Superseded values are not recommended for survey control.
 AN1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1719.See file dsdata.txt to determine how the superseded data were derived.
 AN1719
 AN1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS425774(NAD 83)
 AN1719_MARKER: DB = BENCH MARK DISK
 AN1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1719_STAMPING: A 878 1943
 AN1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1719+STABILITY: SURFACE MOTION
 AN1719
 AN1719  HISTORY     - Date     Condition        Report By
 AN1719  HISTORY     - 1943     MONUMENTED       CGS
 AN1719
 AN1719                          STATION DESCRIPTION
 AN1719
 AN1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1719'IN ANGEL CITY.
 AN1719'BENCH MARK IS AT THE SCHOOL BUILDING AT ANGEL CITY.  IT IS 75.6 FEET
 AN1719'SOUTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF A WIDE DIRT ROAD
 AN1719'RUNNING EAST AND WEST, 55.5 FEET WEST OF THE WEST WALL OF THE SCHOOL
 AN1719'BUILDING, 25.0 FEET EAST OF THE CENTERLINE OF A DIRT ROAD LEADING
 AN1719'SOUTH, 4.4 FEET WEST OF THE CENTERLINE OF A 2.0 FOOT MESQUITE TREE AND
 AN1719'3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT
 AN1719'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1720 ***********************************************************************
 AN1720  DESIGNATION -  A 878 RESET 1955
 AN1720  PID         -  AN1720
 AN1720  STATE/COUNTY-  TX/GOLIAD
 AN1720  USGS QUAD   -  CHARCO (1987)
 AN1720
 AN1720                         *CURRENT SURVEY CONTROL
 AN1720  ___________________________________________________________________
 AN1720* NAD 83(1986)-  28 42 58.     (N)    097 32 26.     (W)     SCALED    
 AN1720* NAVD 88     -        67.91   (+/-2cm)     222.8    (feet)  VERTCON   
 AN1720  ___________________________________________________________________
 AN1720  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN1720
 AN1720  VERT ORDER  -  THIRD (See Below)
 AN1720
 AN1720.The horizontal coordinates were scaled from a topographic map and have
 AN1720.an estimated accuracy of +/- 6 seconds.
 AN1720
 AN1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1720.The vertical order pertains to the NGVD 29 superseded value.
 AN1720
 AN1720.The geoid height was determined by GEOID03.
 AN1720
 AN1720;                    North         East    Units  Estimated Accuracy
 AN1720;SPC TXSC     - 4,098,730.      742,580.      MT  (+/- 180 meters Scaled)
 AN1720
 AN1720                          SUPERSEDED SURVEY CONTROL
 AN1720
 AN1720  NGVD 29 (??/??/??)   67.94   (m)          222.9    (f) RESET       3  
 AN1720
 AN1720.Superseded values are not recommended for survey control.
 AN1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1720.See file dsdata.txt to determine how the superseded data were derived.
 AN1720
 AN1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS425774(NAD 83)
 AN1720_MARKER: DB = BENCH MARK DISK
 AN1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1720_STAMPING: A 878 RESET 1955
 AN1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1720+STABILITY: SURFACE MOTION
 AN1720
 AN1720  HISTORY     - Date     Condition        Report By
 AN1720  HISTORY     - 1955     MONUMENTED       TXHD
 AN1720
 AN1720                          STATION DESCRIPTION
 AN1720
 AN1720'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN1720'IN ANGEL CITY.
 AN1720'AT ANGEL CITY, GOLIAD COUNTY, 75.5 FEET SOUTH OF THE CENTER LINE OF
 AN1720'STATE HIGHWAY 239, 40 FEET EAST OF THE CENTER LINE OF FARM-TO-MARKET
 AN1720'HIGHWAY 2043, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 AN1720'2.1 FEET HIGHER THAN THE CENTER LINE OF STATE HIGHWAY 239.  A STANDARD
 AN1720'DISK, STAMPED A 878 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST
 AN1720'PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1779 ***********************************************************************
 AN1779  DESIGNATION -  A 879
 AN1779  PID         -  AN1779
 AN1779  STATE/COUNTY-  TX/GOLIAD
 AN1779  USGS QUAD   -  LAZY F RANCH (1987)
 AN1779
 AN1779                         *CURRENT SURVEY CONTROL
 AN1779  ___________________________________________________________________
 AN1779* NAD 83(1986)-  28 36 57.     (N)    097 40 20.     (W)     SCALED    
 AN1779* NAVD 88     -        96.45   (+/-2cm)     316.4    (feet)  VERTCON   
 AN1779  ___________________________________________________________________
 AN1779  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN1779
 AN1779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1779
 AN1779.The horizontal coordinates were scaled from a topographic map and have
 AN1779.an estimated accuracy of +/- 6 seconds.
 AN1779
 AN1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1779.The vertical order pertains to the NGVD 29 superseded value.
 AN1779
 AN1779.The geoid height was determined by GEOID03.
 AN1779
 AN1779;                    North         East    Units  Estimated Accuracy
 AN1779;SPC TXSC     - 4,087,460.      729,840.      MT  (+/- 180 meters Scaled)
 AN1779
 AN1779                          SUPERSEDED SURVEY CONTROL
 AN1779
 AN1779  NGVD 29 (??/??/92)   96.47   (m)          316.5    (f) COMPUTED    2 0
 AN1779
 AN1779.Superseded values are not recommended for survey control.
 AN1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1779.See file dsdata.txt to determine how the superseded data were derived.
 AN1779
 AN1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS298661(NAD 83)
 AN1779_MARKER: DB = BENCH MARK DISK
 AN1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1779_STAMPING: A 879 1943
 AN1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1779+STABILITY: SURFACE MOTION
 AN1779
 AN1779  HISTORY     - Date     Condition        Report By
 AN1779  HISTORY     - 1961     MONUMENTED       CGS
 AN1779
 AN1779                          STATION DESCRIPTION
 AN1779
 AN1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AN1779'9.4 MI NE FROM BERCLAIR.
 AN1779'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AN1779'STATION AT BERCLAIR, PROCEED 0.25 MILE SOUTHWESTERLY ALONG THE TRACK
 AN1779'TO A DIRT ROAD CROSSING, THENCE 8.9 MILES NORTHWESTERLY ALONG A DIRT
 AN1779'ROAD TO THE EAST SLOPE OF A HILL AND SITE OF BENCH MARK.  BENCH MARK
 AN1779'IS 0.25 MILE WEST OF A 75.0 FOOT WOODEN BRIDGE OVER A CREEK.  IT IS
 AN1779'28.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AN1779'ROAD, 12.6 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE AND 2.8 FEET
 AN1779'WEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.5
 AN1779'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1780 ***********************************************************************
 AN1780  DESIGNATION -  A 879 RESET 1961
 AN1780  PID         -  AN1780
 AN1780  STATE/COUNTY-  TX/GOLIAD
 AN1780  USGS QUAD   -  LAZY F RANCH (1987)
 AN1780
 AN1780                         *CURRENT SURVEY CONTROL
 AN1780  ___________________________________________________________________
 AN1780* NAD 83(1986)-  28 36 57.     (N)    097 40 20.     (W)     SCALED    
 AN1780* NAVD 88     -        96.14   (+/-2cm)     315.4    (feet)  VERTCON   
 AN1780  ___________________________________________________________________
 AN1780  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN1780
 AN1780  VERT ORDER  -  THIRD (See Below)
 AN1780
 AN1780.The horizontal coordinates were scaled from a topographic map and have
 AN1780.an estimated accuracy of +/- 6 seconds.
 AN1780
 AN1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1780.The vertical order pertains to the NGVD 29 superseded value.
 AN1780
 AN1780.The geoid height was determined by GEOID03.
 AN1780
 AN1780;                    North         East    Units  Estimated Accuracy
 AN1780;SPC TXSC     - 4,087,460.      729,840.      MT  (+/- 180 meters Scaled)
 AN1780
 AN1780                          SUPERSEDED SURVEY CONTROL
 AN1780
 AN1780  NGVD 29 (??/??/??)   96.15   (m)          315.5    (f) RESET       3  
 AN1780
 AN1780.Superseded values are not recommended for survey control.
 AN1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1780.See file dsdata.txt to determine how the superseded data were derived.
 AN1780
 AN1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS298661(NAD 83)
 AN1780_MARKER: DB = BENCH MARK DISK
 AN1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1780_STAMPING: A 879 RESET 1961
 AN1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1780+STABILITY: SURFACE MOTION
 AN1780
 AN1780  HISTORY     - Date     Condition        Report By
 AN1780  HISTORY     - 1961     MONUMENTED       CGS
 AN1780
 AN1780                          STATION DESCRIPTION
 AN1780
 AN1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AN1780'9.65 MI NE FROM PETTUS.
 AN1780'4.8 MILES NORTHEAST ALONG F. M. HIGHWAY 623 FROM THE ELEMENTARY SCHOOL
 AN1780'AT PETTUS, BEE COUNTY, THENCE 4.6 MILES SOUTHEAST ALONG F. M. HIGHWAY
 AN1780'883, 0.25 MILE NORTHWEST OF A 33 FOOT CONCRETE BOX CULVERT ACROSS A
 AN1780'CREEK, ON THE EAST SLOPE OF A HILL, 51 FEET NORTH OF THE CENTERLINE OF
 AN1780'THE HIGHWAY, 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 3 FEET WEST
 AN1780'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT LOWER THAN THE CENTERLINE
 AN1780'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 AN1780'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0834 ***********************************************************************
 BL0834  DESIGNATION -  A 88
 BL0834  PID         -  BL0834
 BL0834  STATE/COUNTY-  TX/WALKER
 BL0834  USGS QUAD   -  NEW WAVERLY (1976)
 BL0834
 BL0834                         *CURRENT SURVEY CONTROL
 BL0834  ___________________________________________________________________
 BL0834* NAD 83(1986)-  30 33 45.     (N)    095 28 29.     (W)     SCALED    
 BL0834* NAVD 88     -       113.257  (meters)     371.58   (feet)  ADJUSTED  
 BL0834  ___________________________________________________________________
 BL0834  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0834  DYNAMIC HT  -         113.107 (meters)     371.09  (feet)  COMP
 BL0834  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 BL0834
 BL0834  VERT ORDER  -  FIRST     CLASS I
 BL0834
 BL0834.The horizontal coordinates were scaled from a topographic map and have
 BL0834.an estimated accuracy of +/- 6 seconds.
 BL0834
 BL0834.The orthometric height was determined by differential leveling
 BL0834.and adjusted by the National Geodetic Survey in June 1991..
 BL0834
 BL0834.The geoid height was determined by GEOID03.
 BL0834
 BL0834.The dynamic height is computed by dividing the NAVD 88
 BL0834.geopotential number by the normal gravity value computed on the
 BL0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0834.degrees latitude (g = 980.6199 gals.).
 BL0834
 BL0834.The modeled gravity was interpolated from observed gravity values.
 BL0834
 BL0834;                    North         East    Units  Estimated Accuracy
 BL0834;SPC TX C     - 3,109,490.    1,165,930.      MT  (+/- 180 meters Scaled)
 BL0834
 BL0834                          SUPERSEDED SURVEY CONTROL
 BL0834
 BL0834  NGVD 29 (12/23/87)  113.262  (m)          371.59   (f) ADJUSTED    1 1
 BL0834
 BL0834.Superseded values are not recommended for survey control.
 BL0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0834.See file dsdata.txt to determine how the superseded data were derived.
 BL0834
 BL0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP626837(NAD 83)
 BL0834_MARKER: DB = BENCH MARK DISK
 BL0834_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL0834_SP_SET: HEADWALL
 BL0834_STAMPING: A 88 1932 371.922
 BL0834_MARK LOGO: CGS   
 BL0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0834+STABILITY: SURFACE MOTION
 BL0834
 BL0834  HISTORY     - Date     Condition        Report By
 BL0834  HISTORY     - 1932     MONUMENTED       CGS
 BL0834  HISTORY     - 1973     GOOD             NGS
 BL0834  HISTORY     - 1978     GOOD             NGS
 BL0834  HISTORY     - 1987     GOOD             NGS
 BL0834
 BL0834                          STATION DESCRIPTION
 BL0834
 BL0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0834'1.7 MI N FROM NEW WAVERLY.
 BL0834'ABOUT 1.7 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0834'CROSSING OF FARM ROAD 150, SET IN THE TOP SOUTH END OF THE EAST
 BL0834'CONCRETE HEADWALL TO A 6-FOOT BOX CULVERT UNDER THE TRACKS, 106.6 FEET
 BL0834'NORTHEAST OF AND ACROSS FROM THE TRACKS FROM THE FIRST POLE NORTH OF
 BL0834'MILE POST 94, 12 FEET EAST OF THE EAST RAIL, 0.7 FOOT NORTHWEST OF THE
 BL0834'SOUTHEAST END OF THE EAST HEADWALL, 2 1/2 FEET BELOW THE LEVEL OF THE
 BL0834'RAILS.
 BL0834
 BL0834                          STATION RECOVERY (1978)
 BL0834
 BL0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0834'RECOVERED IN GOOD CONDITION.
 BL0834
 BL0834                          STATION RECOVERY (1987)
 BL0834
 BL0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1025 ***********************************************************************
 AN1025  DESIGNATION -  A 880
 AN1025  PID         -  AN1025
 AN1025  STATE/COUNTY-  TX/GOLIAD
 AN1025  USGS QUAD   -  GOLIAD (1987)
 AN1025
 AN1025                         *CURRENT SURVEY CONTROL
 AN1025  ___________________________________________________________________
 AN1025* NAD 83(1986)-  28 39 56.     (N)    097 25 49.     (W)     SCALED    
 AN1025* NAVD 88     -        56.62   (+/-2cm)     185.8    (feet)  VERTCON   
 AN1025  ___________________________________________________________________
 AN1025  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN1025
 AN1025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1025
 AN1025.The horizontal coordinates were scaled from a topographic map and have
 AN1025.an estimated accuracy of +/- 6 seconds.
 AN1025
 AN1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1025.The vertical order pertains to the NGVD 29 superseded value.
 AN1025
 AN1025.The geoid height was determined by GEOID03.
 AN1025
 AN1025;                    North         East    Units  Estimated Accuracy
 AN1025;SPC TXSC     - 4,093,260.      753,430.      MT  (+/- 180 meters Scaled)
 AN1025
 AN1025                          SUPERSEDED SURVEY CONTROL
 AN1025
 AN1025  NGVD 29 (??/??/92)   56.68   (m)          186.0    (f) COMPUTED    2 0
 AN1025
 AN1025.Superseded values are not recommended for survey control.
 AN1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1025.See file dsdata.txt to determine how the superseded data were derived.
 AN1025
 AN1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS533719(NAD 83)
 AN1025_MARKER: DB = BENCH MARK DISK
 AN1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1025_STAMPING: A 880 1943
 AN1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1025+STABILITY: SURFACE MOTION
 AN1025
 AN1025  HISTORY     - Date     Condition        Report By
 AN1025  HISTORY     - 1943     MONUMENTED       CGS
 AN1025
 AN1025                          STATION DESCRIPTION
 AN1025
 AN1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1025'2.35 MI W FROM GOLIAD.
 AN1025'TO REACH FROM THE COURT HOUSE AT GOLIAD, PROCEED 1.0 BLOCK SOUTH TO A
 AN1025'DIRT CROSS ROAD, THENCE 2.4 MILES WESTERLY ALONG A WIDE DIRT ROAD TO
 AN1025'SITE OF BENCH MARK.  BENCH MARK IS 58.1 FEET NORTH OF AND ABOUT 3.0
 AN1025'FEET ABOVE THE CENTERLINE OF THE ROAD.  IT IS 5.2 FEET EAST OF
 AN1025'TELEPHONE POLE NO. N/8, 3.0 FEET WEST OF A 4X4 INCH WHITE WOODEN
 AN1025'MARKER POST AND 1.9 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 AN1025'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1737 ***********************************************************************
 AN1737  DESIGNATION -  A 881
 AN1737  PID         -  AN1737
 AN1737  STATE/COUNTY-  TX/GOLIAD
 AN1737  USGS QUAD   -  RUNGE SE (1987)
 AN1737
 AN1737                         *CURRENT SURVEY CONTROL
 AN1737  ___________________________________________________________________
 AN1737* NAD 83(1986)-  28 48 33.     (N)    097 30 59.     (W)     SCALED    
 AN1737* NAVD 88     -        91.33   (+/-2cm)     299.6    (feet)  VERTCON   
 AN1737  ___________________________________________________________________
 AN1737  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1737
 AN1737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1737
 AN1737.The horizontal coordinates were scaled from a topographic map and have
 AN1737.an estimated accuracy of +/- 6 seconds.
 AN1737
 AN1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1737.The vertical order pertains to the NGVD 29 superseded value.
 AN1737
 AN1737.The geoid height was determined by GEOID03.
 AN1737
 AN1737;                    North         East    Units  Estimated Accuracy
 AN1737;SPC TXSC     - 4,109,070.      744,810.      MT  (+/- 180 meters Scaled)
 AN1737
 AN1737                          SUPERSEDED SURVEY CONTROL
 AN1737
 AN1737  NGVD 29 (??/??/92)   91.345  (m)          299.69   (f) ADJ UNCH    2 0
 AN1737
 AN1737.Superseded values are not recommended for survey control.
 AN1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1737.See file dsdata.txt to determine how the superseded data were derived.
 AN1737
 AN1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS447877(NAD 83)
 AN1737_MARKER: DB = BENCH MARK DISK
 AN1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1737_STAMPING: A 881 1943
 AN1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1737+STABILITY: SURFACE MOTION
 AN1737
 AN1737  HISTORY     - Date     Condition        Report By
 AN1737  HISTORY     - 1943     MONUMENTED       CGS
 AN1737  HISTORY     - 1962     GOOD             USGS
 AN1737
 AN1737                          STATION DESCRIPTION
 AN1737
 AN1737'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AN1737'6.0 MI SW FROM WEESATCHEE.
 AN1737'6.0 MILES SOUTHWEST ALONG FARM-TO-MARKET ROAD 884 FROM THE
 AN1737'INTERSECTION OF STATE HIGHWAY 119 AT WEESATCHEE, GOLIAD COUNTY, AT THE
 AN1737'JUNCTION OF A PRIVATE DRIVE LEADING SOUTHEAST TO A FARM HOUSE, 58.7
 AN1737'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.7 FEET NORTHEAST OF
 AN1737'THE CENTERLINE OF THE DRIVE, 2.7 FEET SOUTHEAST OF A WHITE WOODEN
 AN1737'WITNESS POST, AND 1.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 AN1737'STAMPED A 881 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1737'0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0626 ***********************************************************************
 BL0626  DESIGNATION -  A 882
 BL0626  PID         -  BL0626
 BL0626  STATE/COUNTY-  TX/POLK
 BL0626  USGS QUAD   -  NEW WILLARD (1984)
 BL0626
 BL0626                         *CURRENT SURVEY CONTROL
 BL0626  ___________________________________________________________________
 BL0626* NAD 83(1986)-  30 50 11.     (N)    094 57 24.     (W)     SCALED    
 BL0626* NAVD 88     -        58.62   (+/-2cm)     192.3    (feet)  VERTCON   
 BL0626  ___________________________________________________________________
 BL0626  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL0626
 BL0626  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0626
 BL0626.The horizontal coordinates were scaled from a topographic map and have
 BL0626.an estimated accuracy of +/- 6 seconds.
 BL0626
 BL0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0626.The vertical order pertains to the NGVD 29 superseded value.
 BL0626
 BL0626.The geoid height was determined by GEOID03.
 BL0626
 BL0626;                    North         East    Units  Estimated Accuracy
 BL0626;SPC TX C     - 3,142,100.    1,214,110.      MT  (+/- 180 meters Scaled)
 BL0626
 BL0626                          SUPERSEDED SURVEY CONTROL
 BL0626
 BL0626  NGVD 29 (??/??/92)   58.634  (m)          192.37   (f) ADJ UNCH    2 0
 BL0626
 BL0626.Superseded values are not recommended for survey control.
 BL0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0626.See file dsdata.txt to determine how the superseded data were derived.
 BL0626
 BL0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ128131(NAD 83)
 BL0626_MARKER: DB = BENCH MARK DISK
 BL0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0626_STAMPING: A 882 1947
 BL0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0626+STABILITY: SURFACE MOTION
 BL0626
 BL0626  HISTORY     - Date     Condition        Report By
 BL0626  HISTORY     - 1947     MONUMENTED       CGS
 BL0626  HISTORY     - 1977     POOR             USGS
 BL0626  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0626
 BL0626                          STATION DESCRIPTION
 BL0626
 BL0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0626'5.9 MI W FROM LEGGETT.
 BL0626'5.9 MILES WEST ALONG THE LEGGETT-ONALASKA ROAD FROM THE TEXAS AND NEW
 BL0626'ORLEANS RAILWAY STATION AT LEGGETT, AT THE BOTTOM OF A LONG HILL, 81.6
 BL0626'FEET WEST OF A 10 INCH WILLOW TREE AT A FENCE CORNER, 36.7 FEET
 BL0626'SOUTHWEST OF A 26 INCH FORKED OAK TREE, 24.0 FEET NORTH OF THE CENTER
 BL0626'LINE OF THE ROAD, 2.0 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A
 BL0626'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.4
 BL0626'FOOT ABOVE THE GROUND.  NOTE-- BM IS LEANING 30 DEGREES.
 BL0626
 BL0626                          STATION RECOVERY (1977)
 BL0626
 BL0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0626'MARK RECOVERED IN POOR CONDITION.
 BL0626
 BL0626                          STATION RECOVERY (1997)
 BL0626
 BL0626'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0602 ***********************************************************************
 BL0602  DESIGNATION -  A 883
 BL0602  PID         -  BL0602
 BL0602  STATE/COUNTY-  TX/POLK
 BL0602  USGS QUAD   -  CORRIGAN (1984)
 BL0602
 BL0602                         *CURRENT SURVEY CONTROL
 BL0602  ___________________________________________________________________
 BL0602* NAD 83(1986)-  30 59 54.     (N)    094 49 36.     (W)     SCALED    
 BL0602* NAVD 88     -        71.11   (+/-2cm)     233.3    (feet)  VERTCON   
 BL0602  ___________________________________________________________________
 BL0602  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL0602
 BL0602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0602
 BL0602.The horizontal coordinates were scaled from a topographic map and have
 BL0602.an estimated accuracy of +/- 6 seconds.
 BL0602
 BL0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0602.The vertical order pertains to the NGVD 29 superseded value.
 BL0602
 BL0602.The geoid height was determined by GEOID03.
 BL0602
 BL0602;                    North         East    Units  Estimated Accuracy
 BL0602;SPC TX C     - 3,160,640.    1,225,640.      MT  (+/- 180 meters Scaled)
 BL0602
 BL0602                          SUPERSEDED SURVEY CONTROL
 BL0602
 BL0602  NGVD 29 (??/??/92)   71.129  (m)          233.36   (f) ADJ UNCH    2 0
 BL0602
 BL0602.Superseded values are not recommended for survey control.
 BL0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0602.See file dsdata.txt to determine how the superseded data were derived.
 BL0602
 BL0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ255308(NAD 83)
 BL0602_MARKER: DB = BENCH MARK DISK
 BL0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0602_SP_SET: CONCRETE BASE
 BL0602_STAMPING: A 883 1947
 BL0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0602+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 BL0602
 BL0602  HISTORY     - Date     Condition        Report By
 BL0602  HISTORY     - 1947     MONUMENTED       CGS
 BL0602  HISTORY     - 1987     POOR             USPSQD
 BL0602  HISTORY     - 1990     GOOD             USPSQD
 BL0602  HISTORY     - 19970426 GOOD             USPSQD
 BL0602  HISTORY     - 20040604 GOOD             USPSQD
 BL0602  HISTORY     - 20050709 GOOD             USPSQD
 BL0602
 BL0602                          STATION DESCRIPTION
 BL0602
 BL0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0602'IN CORRIGAN.
 BL0602'AT CORRIGAN, APPROXIMATELY 71 YARDS EAST OF THE TEXAS AND NEW ORLEANS
 BL0602'RAILWAY STATION, AT THE CITY WATER TANK, SET IN THE TOP OF THE NORTH
 BL0602'CORNER OF THE CONCRETE BASE SUPPORTING THE NORTHWEST LEG OF THE TANK.
 BL0602
 BL0602                          STATION RECOVERY (1987)
 BL0602
 BL0602'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BL0602'MARK RECOVERED IN POOR CONDITION.
 BL0602
 BL0602                          STATION RECOVERY (1990)
 BL0602
 BL0602'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 BL0602'RECOVERED IN GOOD CONDITION.
 BL0602
 BL0602                          STATION RECOVERY (1997)
 BL0602
 BL0602'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0602'RECOVERED IN GOOD CONDITION.
 BL0602
 BL0602                          STATION RECOVERY (2004)
 BL0602
 BL0602'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0602'RECOVERED IN GOOD CONDITION.
 BL0602
 BL0602                          STATION RECOVERY (2005)
 BL0602
 BL0602'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0933 ***********************************************************************
 BL0933  DESIGNATION -  A 884
 BL0933  PID         -  BL0933
 BL0933  STATE/COUNTY-  TX/TRINITY
 BL0933  USGS QUAD   -  COLITA (1972)
 BL0933
 BL0933                         *CURRENT SURVEY CONTROL
 BL0933  ___________________________________________________________________
 BL0933* NAD 83(1986)-  30 56 37.     (N)    095 03 46.     (W)     SCALED    
 BL0933* NAVD 88     -        78.14   (+/-2cm)     256.4    (feet)  VERTCON   
 BL0933  ___________________________________________________________________
 BL0933  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL0933
 BL0933  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0933
 BL0933.The horizontal coordinates were scaled from a topographic map and have
 BL0933.an estimated accuracy of +/- 6 seconds.
 BL0933
 BL0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0933.The vertical order pertains to the NGVD 29 superseded value.
 BL0933
 BL0933.The geoid height was determined by GEOID03.
 BL0933
 BL0933;                    North         East    Units  Estimated Accuracy
 BL0933;SPC TX C     - 3,153,480.    1,203,410.      MT  (+/- 180 meters Scaled)
 BL0933
 BL0933                          SUPERSEDED SURVEY CONTROL
 BL0933
 BL0933  NGVD 29 (??/??/92)   78.154  (m)          256.41   (f) ADJ UNCH    2 0
 BL0933
 BL0933.Superseded values are not recommended for survey control.
 BL0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0933.See file dsdata.txt to determine how the superseded data were derived.
 BL0933
 BL0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ029251(NAD 83)
 BL0933_MARKER: DB = BENCH MARK DISK
 BL0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0933_STAMPING: A 884 1947
 BL0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0933+STABILITY: SURFACE MOTION
 BL0933
 BL0933  HISTORY     - Date     Condition        Report By
 BL0933  HISTORY     - 1947     MONUMENTED       CGS
 BL0933
 BL0933                          STATION DESCRIPTION
 BL0933
 BL0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0933'11.8 MI SE FROM GROVETON.
 BL0933'5.4 MILES SOUTH ALONG THE GROVETON - SEBASTOPOL ROAD FROM THE
 BL0933'COURTHOUSE AT GROVETON, THENCE 3.1 MILES SOUTHEAST ALONG A GRADED DIRT
 BL0933'ROAD, THENCE 1.1 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.2 MILES
 BL0933'SOUTHEAST ALONG A GRADED DIRT ROAD, 91.0 FEET NORTHWEST OF A LEANING
 BL0933'14 INCH OAK TREE, 29.0 FEET SOUTHWEST OF AN 18 INCH TRIANGULAR BLAZED
 BL0933'ELM TREE, 29.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 21.0
 BL0933'FEET SOUTHEAST OF A 30 INCH TRIANGULAR BLAZED OAK TREE, 1.0 FOOT
 BL0933'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0933'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0900 ***********************************************************************
 BL0900  DESIGNATION -  A 885
 BL0900  PID         -  BL0900
 BL0900  STATE/COUNTY-  TX/TRINITY
 BL0900  USGS QUAD   -  CHITA (1972)
 BL0900
 BL0900                         *CURRENT SURVEY CONTROL
 BL0900  ___________________________________________________________________
 BL0900* NAD 83(1986)-  30 58 17.     (N)    095 10 31.     (W)     SCALED    
 BL0900* NAVD 88     -        60.46   (+/-2cm)     198.4    (feet)  VERTCON   
 BL0900  ___________________________________________________________________
 BL0900  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BL0900
 BL0900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0900
 BL0900.The horizontal coordinates were scaled from a topographic map and have
 BL0900.an estimated accuracy of +/- 6 seconds.
 BL0900
 BL0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0900.The vertical order pertains to the NGVD 29 superseded value.
 BL0900
 BL0900.The geoid height was determined by GEOID03.
 BL0900
 BL0900;                    North         East    Units  Estimated Accuracy
 BL0900;SPC TX C     - 3,156,060.    1,192,530.      MT  (+/- 180 meters Scaled)
 BL0900
 BL0900                          SUPERSEDED SURVEY CONTROL
 BL0900
 BL0900  NGVD 29 (??/??/92)   60.471  (m)          198.40   (f) ADJ UNCH    2 0
 BL0900
 BL0900.Superseded values are not recommended for survey control.
 BL0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0900.See file dsdata.txt to determine how the superseded data were derived.
 BL0900
 BL0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ922284(NAD 83)
 BL0900_MARKER: DB = BENCH MARK DISK
 BL0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0900_STAMPING: A 885 1947
 BL0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0900+STABILITY: SURFACE MOTION
 BL0900
 BL0900  HISTORY     - Date     Condition        Report By
 BL0900  HISTORY     - 1947     MONUMENTED       CGS
 BL0900  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0900
 BL0900                          STATION DESCRIPTION
 BL0900
 BL0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0900'3.3 MI NE FROM CHITA.
 BL0900'3.3 MILES NORTHEAST ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE CHITA
 BL0900'BAPTIST CHURCH AT CHITA, 38.9 FEET WEST OF AND LEVEL WITH THE CENTER
 BL0900'LINE OF THE ROAD, 26.3 FEET NORTH OF THE NORTH END OF A GATE AT THE
 BL0900'ENTRANCE OF A DRIVEWAY LEADING TO A FARMHOUSE, 22.8 FEET NORTHEAST OF
 BL0900'A 20 INCH SWEETGUM TREE, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN
 BL0900'THE TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BL0900
 BL0900                          STATION RECOVERY (1996)
 BL0900
 BL0900'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0782 ***********************************************************************
 AN0782  DESIGNATION -  A 886
 AN0782  PID         -  AN0782
 AN0782  STATE/COUNTY-  TX/VICTORIA
 AN0782  USGS QUAD   -  INEZ NW (1995)
 AN0782
 AN0782                         *CURRENT SURVEY CONTROL
 AN0782  ___________________________________________________________________
 AN0782* NAD 83(1986)-  28 53 09.     (N)    096 57 35.     (W)     SCALED    
 AN0782* NAVD 88     -        36.67   (+/-2cm)     120.3    (feet)  VERTCON   
 AN0782  ___________________________________________________________________
 AN0782  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0782
 AN0782  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0782
 AN0782.The horizontal coordinates were scaled from a topographic map and have
 AN0782.an estimated accuracy of +/- 6 seconds.
 AN0782
 AN0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0782.The vertical order pertains to the NGVD 29 superseded value.
 AN0782
 AN0782.The geoid height was determined by GEOID03.
 AN0782
 AN0782;                    North         East    Units  Estimated Accuracy
 AN0782;SPC TXSC     - 4,118,380.      798,990.      MT  (+/- 180 meters Scaled)
 AN0782
 AN0782                          SUPERSEDED SURVEY CONTROL
 AN0782
 AN0782  NGVD 29 (??/??/92)   36.737  (m)          120.53   (f) ADJ UNCH    2 0
 AN0782
 AN0782.Superseded values are not recommended for survey control.
 AN0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0782.See file dsdata.txt to determine how the superseded data were derived.
 AN0782
 AN0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS989970(NAD 83)
 AN0782_MARKER: DB = BENCH MARK DISK
 AN0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0782_STAMPING: A 886 1943
 AN0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0782+STABILITY: SURFACE MOTION
 AN0782
 AN0782  HISTORY     - Date     Condition        Report By
 AN0782  HISTORY     - 1943     MONUMENTED       CGS
 AN0782
 AN0782                          STATION DESCRIPTION
 AN0782
 AN0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0782'6.8 MI NE FROM VICTORIA.
 AN0782'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 295 AND U. S.
 AN0782'HIGHWAY NO. 59 AT VICTORIA-- PROCEED 2.75 MILES NORTHERLY ALONG STATE
 AN0782'HIGHWAY NO. 295 TO A DIRT SIDE ROAD INTERSECTION LEADING NORTHEAST,
 AN0782'THENCE 4.05 MILES NORTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AN0782'ABOUT 0.6 MILE NORTHEAST OF THE NORTHWEST END OF A 0.4 MILE JOG IN THE
 AN0782'ROAD AND A SIDE ROAD INTERSECTION LEADING NORTHWEST.  IT IS 26.5 FEET
 AN0782'NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AN0782'1.0 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTHWEST
 AN0782'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1667 ***********************************************************************
 AX1667  DESIGNATION -  A 887
 AX1667  PID         -  AX1667
 AX1667  STATE/COUNTY-  TX/DE WITT
 AX1667  USGS QUAD   -  BLACKWELL LAKE (1987)
 AX1667
 AX1667                         *CURRENT SURVEY CONTROL
 AX1667  ___________________________________________________________________
 AX1667* NAD 83(1986)-  29 01 00.     (N)    097 27 03.     (W)     SCALED    
 AX1667* NAVD 88     -        93.29   (+/-2cm)     306.1    (feet)  VERTCON   
 AX1667  ___________________________________________________________________
 AX1667  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1667
 AX1667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1667
 AX1667.The horizontal coordinates were scaled from a topographic map and have
 AX1667.an estimated accuracy of +/- 6 seconds.
 AX1667
 AX1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1667.The vertical order pertains to the NGVD 29 superseded value.
 AX1667
 AX1667.The geoid height was determined by GEOID03.
 AX1667
 AX1667;                    North         East    Units  Estimated Accuracy
 AX1667;SPC TXSC     - 4,132,150.      750,900.      MT  (+/- 180 meters Scaled)
 AX1667
 AX1667                          SUPERSEDED SURVEY CONTROL
 AX1667
 AX1667  NGVD 29 (??/??/92)   93.288  (m)          306.06   (f) ADJ UNCH    2 0
 AX1667
 AX1667.Superseded values are not recommended for survey control.
 AX1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1667.See file dsdata.txt to determine how the superseded data were derived.
 AX1667
 AX1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT508108(NAD 83)
 AX1667_MARKER: DB = BENCH MARK DISK
 AX1667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1667_SP_SET: CULVERT
 AX1667_STAMPING: A 887 1943
 AX1667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1667
 AX1667  HISTORY     - Date     Condition        Report By
 AX1667  HISTORY     - 1943     MONUMENTED       CGS
 AX1667  HISTORY     - 20010331 GOOD             NGS
 AX1667
 AX1667                          STATION DESCRIPTION
 AX1667
 AX1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1667'4.4 MI NE FROM YORKTOWN.
 AX1667'TO REACH FROM THE POST OFFICE AT YORKTOWN-- PROCEED 4.4 MILES
 AX1667'NORTHEASTERLY ALONG STATE HIGHWAY NO. 72 TO A DIRT SIDE ROAD
 AX1667'INTERSECTION LEADING EASTERLY TO ARNECKEVILLE AND TO SITE OF BENCH
 AX1667'MARK.  BENCH MARK IS 37.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AX1667'ELEVATION AS THE CENTERLINE OF HIGHWAY, 9.5 FEET SOUTHEAST OF THE
 AX1667'CENTERLINE OF THE DIRT ROAD, AND SET HORIZONTALLY IN THE SOUTHEAST END
 AX1667'OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE DIRT ROAD.
 AX1667
 AX1667                          STATION RECOVERY (2001)
 AX1667
 AX1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1667'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1075 ***********************************************************************
 AN1075  DESIGNATION -  A 888
 AN1075  PID         -  AN1075
 AN1075  STATE/COUNTY-  TX/VICTORIA
 AN1075  USGS QUAD   -  NURSERY (1987)
 AN1075
 AN1075                         *CURRENT SURVEY CONTROL
 AN1075  ___________________________________________________________________
 AN1075* NAD 83(1986)-  28 55 08.     (N)    097 06 29.     (W)     SCALED    
 AN1075* NAVD 88     -        40.61   (+/-2cm)     133.2    (feet)  VERTCON   
 AN1075  ___________________________________________________________________
 AN1075  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1075
 AN1075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1075
 AN1075.The horizontal coordinates were scaled from a topographic map and have
 AN1075.an estimated accuracy of +/- 6 seconds.
 AN1075
 AN1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1075.The vertical order pertains to the NGVD 29 superseded value.
 AN1075
 AN1075.The geoid height was determined by GEOID03.
 AN1075
 AN1075;                    North         East    Units  Estimated Accuracy
 AN1075;SPC TXSC     - 4,121,800.      784,460.      MT  (+/- 180 meters Scaled)
 AN1075
 AN1075                          SUPERSEDED SURVEY CONTROL
 AN1075
 AN1075  NGVD 29 (??/??/92)   40.660  (m)          133.40   (f) ADJ UNCH    2 0
 AN1075
 AN1075.Superseded values are not recommended for survey control.
 AN1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1075.See file dsdata.txt to determine how the superseded data were derived.
 AN1075
 AN1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT844004(NAD 83)
 AN1075_MARKER: DB = BENCH MARK DISK
 AN1075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1075_SP_SET: CATTLEGUARD
 AN1075_STAMPING: A 888 1943
 AN1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1075
 AN1075  HISTORY     - Date     Condition        Report By
 AN1075  HISTORY     - 1943     MONUMENTED       CGS
 AN1075
 AN1075                          STATION DESCRIPTION
 AN1075
 AN1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1075'0.7 MI SW FROM NURSERY.
 AN1075'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 0.7 MILE
 AN1075'SOUTHWESTERLY ALONG THE NURSERY-SCHROEDER ROAD TO SITE OF BENCH MARK.
 AN1075'BENCH MARK IS ABOUT 0.6 MILE SOUTHWEST OF THE INTERSECTION OF U. S.
 AN1075'HIGHWAY NO. 87, AND ABOUT 150.0 FEET SOUTHWEST OF A CURVE TO THE EAST.
 AN1075'IT IS 20.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1075'CENTERLINE OF ROAD, 3.5 FEET NORTHEAST OF THE CENTERLINE OF A CATTLE
 AN1075'GUARD AND A PRIVATE ROAD LEADING SOUTHEAST TO A WHITE FRAME HOUSE, AND
 AN1075'SET HORIZONTALLY IN THE NORTHWEST END OF THE NORTHEAST CONCRETE
 AN1075'HEADWALL OF AN IRON PIPE CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1076 ***********************************************************************
 AN1076  DESIGNATION -  A 888 RESET 1949
 AN1076  PID         -  AN1076
 AN1076  STATE/COUNTY-  TX/VICTORIA
 AN1076  USGS QUAD   -  NURSERY (1987)
 AN1076
 AN1076                         *CURRENT SURVEY CONTROL
 AN1076  ___________________________________________________________________
 AN1076* NAD 83(1986)-  28 55 08.     (N)    097 06 29.     (W)     SCALED    
 AN1076* NAVD 88     -        40.23   (+/-2cm)     132.0    (feet)  VERTCON   
 AN1076  ___________________________________________________________________
 AN1076  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1076
 AN1076  VERT ORDER  -  THIRD (See Below)
 AN1076
 AN1076.The horizontal coordinates were scaled from a topographic map and have
 AN1076.an estimated accuracy of +/- 6 seconds.
 AN1076
 AN1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1076.The vertical order pertains to the NGVD 29 superseded value.
 AN1076
 AN1076.The geoid height was determined by GEOID03.
 AN1076
 AN1076;                    North         East    Units  Estimated Accuracy
 AN1076;SPC TXSC     - 4,121,800.      784,460.      MT  (+/- 180 meters Scaled)
 AN1076
 AN1076                          SUPERSEDED SURVEY CONTROL
 AN1076
 AN1076  NGVD 29 (01/29/03)   40.28   (m)          132.2    (f) RESET       3  
 AN1076
 AN1076.Superseded values are not recommended for survey control.
 AN1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1076.See file dsdata.txt to determine how the superseded data were derived.
 AN1076
 AN1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT844004(NAD 83)
 AN1076_MARKER: DB = BENCH MARK DISK
 AN1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1076_STAMPING: A 888 RESET 1949
 AN1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1076+STABILITY: SURFACE MOTION
 AN1076
 AN1076  HISTORY     - Date     Condition        Report By
 AN1076  HISTORY     - 1949     MONUMENTED       TXHD
 AN1076  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1076
 AN1076                          STATION DESCRIPTION
 AN1076
 AN1076'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AN1076'0.7 MI SW FROM NURSERY.
 AN1076'0.7 MILE SOUTHWEST ALONG FARM-TO-MARKET HIGHWAY 447 FROM THE POST
 AN1076'OFFICE AT NURSERY, VICTORIA COUNTY, 0.6 MILE SOUTHWEST OF THE
 AN1076'INTERSECTION OF U.S. HIGHWAY 87, AT A CURVE, TO THE EAST, 100 FEET
 AN1076'FROM THE SOUTHWEST END, AT THE JUNCTION OF A PRIVATE ROAD LEADING
 AN1076'SOUTHEAST TO A WHITE FARMHOUSE, 30 FEET NORTHWEST OF A CATTLE GUARD,
 AN1076'30 FEET FROM THE CENTER LINE OF THE HIGHWAY, AND AT THE FENCE.  A
 AN1076'STANDARD DISK, STAMPED A 888 RESET 1949 AND SET IN THE TOP OF A
 AN1076'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AN1076
 AN1076                          STATION RECOVERY (1990)
 AN1076
 AN1076'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1101 ***********************************************************************
 AN1101  DESIGNATION -  A 889
 AN1101  PID         -  AN1101
 AN1101  STATE/COUNTY-  TX/GOLIAD
 AN1101  USGS QUAD   -  ANDER (1987)
 AN1101
 AN1101                         *CURRENT SURVEY CONTROL
 AN1101  ___________________________________________________________________
 AN1101* NAD 83(1986)-  28 49 33.     (N)    097 17 36.     (W)     SCALED    
 AN1101* NAVD 88     -        63.70   (+/-2cm)     209.0    (feet)  VERTCON   
 AN1101  ___________________________________________________________________
 AN1101  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1101
 AN1101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1101
 AN1101.The horizontal coordinates were scaled from a topographic map and have
 AN1101.an estimated accuracy of +/- 6 seconds.
 AN1101
 AN1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1101.The vertical order pertains to the NGVD 29 superseded value.
 AN1101
 AN1101.The geoid height was determined by GEOID03.
 AN1101
 AN1101;                    North         East    Units  Estimated Accuracy
 AN1101;SPC TXSC     - 4,111,210.      766,550.      MT  (+/- 180 meters Scaled)
 AN1101
 AN1101                          SUPERSEDED SURVEY CONTROL
 AN1101
 AN1101  NGVD 29 (??/??/92)   63.748  (m)          209.15   (f) ADJ UNCH    2 0
 AN1101
 AN1101.Superseded values are not recommended for survey control.
 AN1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1101.See file dsdata.txt to determine how the superseded data were derived.
 AN1101
 AN1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS665898(NAD 83)
 AN1101_MARKER: DB = BENCH MARK DISK
 AN1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1101_STAMPING: A 889 1943
 AN1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1101+STABILITY: SURFACE MOTION
 AN1101
 AN1101  HISTORY     - Date     Condition        Report By
 AN1101  HISTORY     - 1943     MONUMENTED       CGS
 AN1101
 AN1101                          STATION DESCRIPTION
 AN1101
 AN1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1101'5.45 MI W FROM SCHROEDER.
 AN1101'TO REACH FROM THE SCHOOL AT SCHROEDER-- PROCEED 5.45 MILES WESTERLY
 AN1101'ALONG THE SCHROEDER-ANDER ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AN1101'ON THE INSIDE OF A CURVE, ABOUT 265.0 FEET NORTHWEST OF A ROAD LEADING
 AN1101'NORTHEAST TO THE HOFF SCHOOL DISTRICT NO.10.  IT IS 25.0 FEET SOUTH OF
 AN1101'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD, 9.5 FEET SOUTH OF A
 AN1101'FENCE CORNER AND A 22-INCH TREE, 1.0 FOOT EAST OF A FENCE, AND 3.5
 AN1101'FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4
 AN1101'FOOT.  NOTE-- BENCH MARK IS ALSO 5.45 MILES SOUTHEAST OF ANDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1102 ***********************************************************************
 AN1102  DESIGNATION -  A 889 RESET 1947
 AN1102  PID         -  AN1102
 AN1102  STATE/COUNTY-  TX/GOLIAD
 AN1102  USGS QUAD   -  ANDER (1987)
 AN1102
 AN1102                         *CURRENT SURVEY CONTROL
 AN1102  ___________________________________________________________________
 AN1102* NAD 83(1986)-  28 49 33.     (N)    097 17 36.     (W)     SCALED    
 AN1102* NAVD 88     -        63.37   (+/-2cm)     207.9    (feet)  VERTCON   
 AN1102  ___________________________________________________________________
 AN1102  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1102
 AN1102  VERT ORDER  -  THIRD (See Below)
 AN1102
 AN1102.The horizontal coordinates were scaled from a topographic map and have
 AN1102.an estimated accuracy of +/- 6 seconds.
 AN1102
 AN1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1102.The vertical order pertains to the NGVD 29 superseded value.
 AN1102
 AN1102.The geoid height was determined by GEOID03.
 AN1102
 AN1102;                    North         East    Units  Estimated Accuracy
 AN1102;SPC TXSC     - 4,111,210.      766,550.      MT  (+/- 180 meters Scaled)
 AN1102
 AN1102                          SUPERSEDED SURVEY CONTROL
 AN1102
 AN1102  NGVD 29 (01/29/03)   63.42   (m)          208.1    (f) RESET       3  
 AN1102
 AN1102.Superseded values are not recommended for survey control.
 AN1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1102.See file dsdata.txt to determine how the superseded data were derived.
 AN1102
 AN1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS665898(NAD 83)
 AN1102_MARKER: DB = BENCH MARK DISK
 AN1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1102_STAMPING: A 889 RESET 1947
 AN1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1102+STABILITY: SURFACE MOTION
 AN1102
 AN1102  HISTORY     - Date     Condition        Report By
 AN1102  HISTORY     - 1947     MONUMENTED       TXHD
 AN1102
 AN1102                          STATION DESCRIPTION
 AN1102
 AN1102'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1947
 AN1102'5.45 MI W FROM SCHROEDER.
 AN1102'5.4 MILES WEST ALONG THE ANDER ROAD FROM THE SCHOOL AT SCHROEDER,
 AN1102'GOLIAD COUNTY, 5.4 MILES SOUTHEAST OF ANDER, ON THE INSIDE OF A CURVE,
 AN1102'265 FEET NORTHWEST OF A ROAD LEADING NORTHEAST TO THE HOFF SCHOOL
 AN1102'(DISTRICT 10), 55 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 1
 AN1102'FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 889 RESET 1947
 AN1102'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE
 AN1102'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1199 ***********************************************************************
 BL1199  DESIGNATION -  A 89
 BL1199  PID         -  BL1199
 BL1199  STATE/COUNTY-  TX/HARRIS
 BL1199  USGS QUAD   -  SPRING (1982)
 BL1199
 BL1199                         *CURRENT SURVEY CONTROL
 BL1199  ___________________________________________________________________
 BL1199* NAD 83(1986)-  30 01 16.     (N)    095 24 09.     (W)     SCALED    
 BL1199* NAVD 88     -        32.69   (+/-2cm)     107.3    (feet)  VERTCON   
 BL1199  ___________________________________________________________________
 BL1199  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BL1199
 BL1199  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1199
 BL1199.The horizontal coordinates were scaled from a topographic map and have
 BL1199.an estimated accuracy of +/- 6 seconds.
 BL1199
 BL1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1199.The vertical order pertains to the NGVD 29 superseded value.
 BL1199
 BL1199.The geoid height was determined by GEOID03.
 BL1199
 BL1199;                    North         East    Units  Estimated Accuracy
 BL1199;SPC TXSC     - 4,247,810.      946,960.      MT  (+/- 180 meters Scaled)
 BL1199
 BL1199                          SUPERSEDED SURVEY CONTROL
 BL1199
 BL1199  NGVD 29 (??/??/92)   32.688  (m)          107.24   (f) ADJ UNCH    1 2
 BL1199
 BL1199.Superseded values are not recommended for survey control.
 BL1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1199.See file dsdata.txt to determine how the superseded data were derived.
 BL1199
 BL1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP682235(NAD 83)
 BL1199_MARKER: DB = BENCH MARK DISK
 BL1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1199_STAMPING: A 89 1932 108.809
 BL1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1199+STABILITY: SURFACE MOTION
 BL1199
 BL1199  HISTORY     - Date     Condition        Report By
 BL1199  HISTORY     - 1932     MONUMENTED       CGS
 BL1199  HISTORY     - 1973     GOOD             NGS
 BL1199  HISTORY     - 1978     GOOD             NGS
 BL1199  HISTORY     - 1978     GOOD             NGS
 BL1199  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 BL1199
 BL1199                          STATION DESCRIPTION
 BL1199
 BL1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1199'4.05 MI S FROM SPRING.
 BL1199'ABOUT 4.05 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1199'CROSSING OF SPRING SCHOOL RD., 39.7 FEET WEST OF THE WEST RAIL OF THE
 BL1199'MAIN TRACK, 37.4 FEET EAST OF THE CENTER LINE OF HARDY ST., 24.8 FEET
 BL1199'SOUTHWEST OF A TELEPHONE POLE, 1.3 FEET SOUTH OF A METAL WITNESS POST,
 BL1199'ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A
 BL1199'CONCRETE POST PROJECTING 1.2 FEET.
 BL1199
 BL1199                          STATION RECOVERY (1978)
 BL1199
 BL1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1199'RECOVERED IN GOOD CONDITION.
 BL1199
 BL1199                          STATION RECOVERY (1978)
 BL1199
 BL1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1199'RECOVERED IN GOOD CONDITION.
 BL1199
 BL1199                          STATION RECOVERY (1982)
 BL1199
 BL1199'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 BL1199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1038 ***********************************************************************
 AN1038  DESIGNATION -  A 890
 AN1038  PID         -  AN1038
 AN1038  STATE/COUNTY-  TX/GOLIAD
 AN1038  USGS QUAD   -  MEYERSVILLE (1987)
 AN1038
 AN1038                         *CURRENT SURVEY CONTROL
 AN1038  ___________________________________________________________________
 AN1038* NAD 83(1986)-  28 52 47.     (N)    097 21 44.     (W)     SCALED    
 AN1038* NAVD 88     -        73.19   (+/-2cm)     240.1    (feet)  VERTCON   
 AN1038  ___________________________________________________________________
 AN1038  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1038
 AN1038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1038
 AN1038.The horizontal coordinates were scaled from a topographic map and have
 AN1038.an estimated accuracy of +/- 6 seconds.
 AN1038
 AN1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1038.The vertical order pertains to the NGVD 29 superseded value.
 AN1038
 AN1038.The geoid height was determined by GEOID03.
 AN1038
 AN1038;                    North         East    Units  Estimated Accuracy
 AN1038;SPC TXSC     - 4,117,090.      759,750.      MT  (+/- 180 meters Scaled)
 AN1038
 AN1038                          SUPERSEDED SURVEY CONTROL
 AN1038
 AN1038  NGVD 29 (??/??/92)   73.216  (m)          240.21   (f) ADJ UNCH    2 0
 AN1038
 AN1038.Superseded values are not recommended for survey control.
 AN1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1038.See file dsdata.txt to determine how the superseded data were derived.
 AN1038
 AN1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS597957(NAD 83)
 AN1038_MARKER: DB = BENCH MARK DISK
 AN1038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1038_SP_SET: CULVERT
 AN1038_STAMPING: A 890 1943
 AN1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1038
 AN1038  HISTORY     - Date     Condition        Report By
 AN1038  HISTORY     - 1943     MONUMENTED       CGS
 AN1038  HISTORY     - 1990     GOOD             USPSQD
 AN1038
 AN1038                          STATION DESCRIPTION
 AN1038
 AN1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1038'15.0 MI N FROM GOLIAD.
 AN1038'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO.59 AND STATE
 AN1038'HIGHWAY NO.29 AT GOLIAD-- PROCEED 15.0 MILES NORTHERLY ALONG STATE
 AN1038'HIGHWAY NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.1 MILE
 AN1038'NORTH OF WESER, AND ABOUT 216.0 FEET SOUTH OF A TRACK SIDE ROAD
 AN1038'INTERSECTION LEADING EAST.  IT IS 21.0 FEET WEST OF AND ABOUT THE SAME
 AN1038'ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE
 AN1038'SOUTH END OF THE WEST HEADWALL OF A SMALL CONCRETE CULVERT.
 AN1038
 AN1038                          STATION RECOVERY (1990)
 AN1038
 AN1038'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4766 ***********************************************************************
 AW4766  DESIGNATION -  A 891
 AW4766  PID         -  AW4766
 AW4766  STATE/COUNTY-  TX/FORT BEND
 AW4766  USGS QUAD   -  RICHMOND (1980)
 AW4766
 AW4766                         *CURRENT SURVEY CONTROL
 AW4766  ___________________________________________________________________
 AW4766* NAD 83(1986)-  29 34 16.     (N)    095 46 42.     (W)     SCALED    
 AW4766* NAVD 88     -        30.68   (+/-2cm)     100.7    (feet)  VERTCON   
 AW4766  ___________________________________________________________________
 AW4766  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW4766
 AW4766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4766
 AW4766.The horizontal coordinates were scaled from a topographic map and have
 AW4766.an estimated accuracy of +/- 6 seconds.
 AW4766
 AW4766.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4766.The vertical order pertains to the NGVD 29 superseded value.
 AW4766
 AW4766.The geoid height was determined by GEOID03.
 AW4766
 AW4766;                    North         East    Units  Estimated Accuracy
 AW4766;SPC TXSC     - 4,196,890.      912,100.      MT  (+/- 180 meters Scaled)
 AW4766
 AW4766                          SUPERSEDED SURVEY CONTROL
 AW4766
 AW4766  NGVD 29 (??/??/92)   30.677  (m)          100.65   (f) ADJ UNCH    2 0
 AW4766
 AW4766.Superseded values are not recommended for survey control.
 AW4766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4766.See file dsdata.txt to determine how the superseded data were derived.
 AW4766
 AW4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN308744(NAD 83)
 AW4766_MARKER: DB = BENCH MARK DISK
 AW4766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4766_STAMPING: A 891 1943
 AW4766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4766+STABILITY: SURFACE MOTION
 AW4766
 AW4766  HISTORY     - Date     Condition        Report By
 AW4766  HISTORY     - 1943     MONUMENTED       CGS
 AW4766  HISTORY     - 1955     MARK NOT FOUND   NGS
 AW4766  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4766  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4766  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4766  HISTORY     - 20040323 MARK NOT FOUND   USPSQD
 AW4766
 AW4766                          STATION DESCRIPTION
 AW4766
 AW4766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 AW4766'RICHMOND.
 AW4766'0.7 MILE SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AW4766'THE STATION AT RICHMOND, FORT BEND COUNTY, 15.6 FEET EAST OF MILE POLE
 AW4766'64, 41 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 36 FEET NORTHWEST OF THE
 AW4766'CENTERLINE OF A ROAD, 1.6 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AW4766'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT
 AW4766'ABOVE GROUND.
 AW4766
 AW4766                          STATION RECOVERY (1989)
 AW4766
 AW4766'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4766'MARK NOT FOUND.
 AW4766
 AW4766                          STATION RECOVERY (1993)
 AW4766
 AW4766'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4766'MARK NOT FOUND.
 AW4766
 AW4766                          STATION RECOVERY (1999)
 AW4766
 AW4766'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4766'MARK NOT FOUND.
 AW4766
 AW4766                          STATION RECOVERY (2004)
 AW4766
 AW4766'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1153 ***********************************************************************
 BY1153  DESIGNATION -  A 892
 BY1153  PID         -  BY1153
 BY1153  STATE/COUNTY-  TX/NACOGDOCHES
 BY1153  USGS QUAD   -  APPLEBY (1983)
 BY1153
 BY1153                         *CURRENT SURVEY CONTROL
 BY1153  ___________________________________________________________________
 BY1153* NAD 83(1986)-  31 43 04.     (N)    094 30 53.     (W)     SCALED    
 BY1153* NAVD 88     -       117.64   (+/-2cm)     386.0    (feet)  VERTCON   
 BY1153  ___________________________________________________________________
 BY1153  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BY1153
 BY1153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1153
 BY1153.The horizontal coordinates were scaled from a topographic map and have
 BY1153.an estimated accuracy of +/- 6 seconds.
 BY1153
 BY1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1153.The vertical order pertains to the NGVD 29 superseded value.
 BY1153
 BY1153.The geoid height was determined by GEOID03.
 BY1153
 BY1153;                    North         East    Units  Estimated Accuracy
 BY1153;SPC TX C     - 3,241,800.    1,251,220.      MT  (+/- 180 meters Scaled)
 BY1153
 BY1153                          SUPERSEDED SURVEY CONTROL
 BY1153
 BY1153  NGVD 29 (??/??/92)  117.644  (m)          385.97   (f) ADJ UNCH    2 0
 BY1153
 BY1153.Superseded values are not recommended for survey control.
 BY1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1153.See file dsdata.txt to determine how the superseded data were derived.
 BY1153
 BY1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR564101(NAD 83)
 BY1153_MARKER: DB = BENCH MARK DISK
 BY1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1153_STAMPING: A 892 1948
 BY1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1153+STABILITY: SURFACE MOTION
 BY1153
 BY1153  HISTORY     - Date     Condition        Report By
 BY1153  HISTORY     - 1948     MONUMENTED       CGS
 BY1153  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1153
 BY1153                          STATION DESCRIPTION
 BY1153
 BY1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1153'6.75 MI NE FROM APPLEBY.
 BY1153'5.75 MILES EAST ALONG THE APPLEBY-PISGAH CHURCH ROAD FROM THE CROSSING
 BY1153'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, THENCE
 BY1153'1.0 MILE NORTHEAST ALONG A GRADED DIRT ROAD, 0.1 MILE NORTHEAST OF A Y
 BY1153'ROAD JUNCTION, 415.0 FEET SOUTHWEST OF THE WEST CORNER OF THE FARM
 BY1153'HOME OF MRS. ANNA RAMBIN, 120.0 FEET NORTHEAST OF THE JUNCTION WITH AN
 BY1153'OLD ROAD, 32.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 21.0
 BY1153'FEET NORTHWEST OF THE CENTER LINE OF AN OLD ROAD WHICH LEADS TO THE
 BY1153'FARMHOUSE, 2.3 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 BY1153'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY1153
 BY1153                          STATION RECOVERY (1998)
 BY1153
 BY1153'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1034 ***********************************************************************
 BY1034  DESIGNATION -  A 893
 BY1034  PID         -  BY1034
 BY1034  STATE/COUNTY-  TX/NACOGDOCHES
 BY1034  USGS QUAD   -  PLATT (1980)
 BY1034
 BY1034                         *CURRENT SURVEY CONTROL
 BY1034  ___________________________________________________________________
 BY1034* NAD 83(1986)-  31 29 53.     (N)    094 36 09.     (W)     SCALED    
 BY1034* NAVD 88     -        89.78   (+/-2cm)     294.6    (feet)  VERTCON   
 BY1034  ___________________________________________________________________
 BY1034  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BY1034
 BY1034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1034
 BY1034.The horizontal coordinates were scaled from a topographic map and have
 BY1034.an estimated accuracy of +/- 6 seconds.
 BY1034
 BY1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1034.The vertical order pertains to the NGVD 29 superseded value.
 BY1034
 BY1034.The geoid height was determined by GEOID03.
 BY1034
 BY1034;                    North         East    Units  Estimated Accuracy
 BY1034;SPC TX C     - 3,217,040.    1,244,170.      MT  (+/- 180 meters Scaled)
 BY1034
 BY1034                          SUPERSEDED SURVEY CONTROL
 BY1034
 BY1034  NGVD 29 (??/??/92)   89.858  (m)          294.81   (f) ADJ UNCH    2 0
 BY1034
 BY1034.Superseded values are not recommended for survey control.
 BY1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1034.See file dsdata.txt to determine how the superseded data were derived.
 BY1034
 BY1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ478859(NAD 83)
 BY1034_MARKER: DB = BENCH MARK DISK
 BY1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1034_STAMPING: A 893 1948
 BY1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1034+STABILITY: SURFACE MOTION
 BY1034
 BY1034  HISTORY     - Date     Condition        Report By
 BY1034  HISTORY     - 1948     MONUMENTED       CGS
 BY1034  HISTORY     - 19980919 GOOD             USPSQD
 BY1034
 BY1034                          STATION DESCRIPTION
 BY1034
 BY1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1034'0.80 MI S FROM LACYVILLE.
 BY1034'0.25 MILE EAST ALONG A GRADED DIRT ROAD FROM THE CROSSING OF A DIRT
 BY1034'ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT LACYVILLE, THENCE 0.55
 BY1034'MILE SOUTH ALONG A GRADED DIRT ROAD, AT A ROAD JUNCTION, AT AN
 BY1034'ABANDONED FARMYARD SITE, 109.0 FEET SOUTHEAST OF THE CENTER LINE OF
 BY1034'ROAD LEADING SOUTHWEST, 86.0 FEET SOUTHWEST OF THE CENTER LINE OF
 BY1034'NORTHWEST-SOUTHEAST ROAD, 9.6 FEET NORTH OF A LONE 6-INCH CEDAR TREE,
 BY1034'1.8 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY1034'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY1034
 BY1034                          STATION RECOVERY (1998)
 BY1034
 BY1034'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0176 ***********************************************************************
 BY0176  DESIGNATION -  A 894
 BY0176  PID         -  BY0176
 BY0176  STATE/COUNTY-  TX/NACOGDOCHES
 BY0176  USGS QUAD   -  MELROSE (1984)
 BY0176
 BY0176                         *CURRENT SURVEY CONTROL
 BY0176  ___________________________________________________________________
 BY0176* NAD 83(1986)-  31 37 13.     (N)    094 24 01.     (W)     SCALED    
 BY0176* NAVD 88     -       104.56   (+/-2cm)     343.0    (feet)  VERTCON   
 BY0176  ___________________________________________________________________
 BY0176  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY0176
 BY0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0176
 BY0176.The horizontal coordinates were scaled from a topographic map and have
 BY0176.an estimated accuracy of +/- 6 seconds.
 BY0176
 BY0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0176.The vertical order pertains to the NGVD 29 superseded value.
 BY0176
 BY0176.The geoid height was determined by GEOID03.
 BY0176
 BY0176;                    North         East    Units  Estimated Accuracy
 BY0176;SPC TX C     - 3,231,580.    1,262,630.      MT  (+/- 180 meters Scaled)
 BY0176
 BY0176                          SUPERSEDED SURVEY CONTROL
 BY0176
 BY0176  NGVD 29 (??/??/92)  104.596  (m)          343.16   (f) ADJ UNCH    2 0
 BY0176
 BY0176.Superseded values are not recommended for survey control.
 BY0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0176.See file dsdata.txt to determine how the superseded data were derived.
 BY0176
 BY0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ671991(NAD 83)
 BY0176_MARKER: DB = BENCH MARK DISK
 BY0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0176_STAMPING: A 894 1948
 BY0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0176+STABILITY: SURFACE MOTION
 BY0176
 BY0176  HISTORY     - Date     Condition        Report By
 BY0176  HISTORY     - 1948     MONUMENTED       CGS
 BY0176
 BY0176                          STATION DESCRIPTION
 BY0176
 BY0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0176'2.1 MI SE FROM MARTINSVILLE.
 BY0176'2.1 MILES SOUTHEAST ALONG THE MARTINSVILLE-ATTOYAC ROAD FROM THE POST
 BY0176'OFFICE AT MARTINSVILLE, AT THE FULLER CEMETERY, 85.0 FEET NORTH OF THE
 BY0176'CENTER LINE OF THE ROAD, 56.0 FEET NORTHEAST OF A 16-INCH ASH TREE,
 BY0176'34.0 FEET EAST OF THE CENTER OF THE CEMETERY GATE, 22.0 FEET WEST OF A
 BY0176'10-INCH PINE TREE, 1.5 FEET WEST OF A REFERENCE POST, 0.8 FOOT SOUTH
 BY0176'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BY0176'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0773 ***********************************************************************
 BL0773  DESIGNATION -  A 897
 BL0773  PID         -  BL0773
 BL0773  STATE/COUNTY-  TX/TRINITY
 BL0773  USGS QUAD   -  TRINITY EAST (1972)
 BL0773
 BL0773                         *CURRENT SURVEY CONTROL
 BL0773  ___________________________________________________________________
 BL0773* NAD 83(1986)-  30 56 01.     (N)    095 20 55.     (W)     SCALED    
 BL0773* NAVD 88     -        57.33   (+/-2cm)     188.1    (feet)  VERTCON   
 BL0773  ___________________________________________________________________
 BL0773  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL0773
 BL0773  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0773
 BL0773.The horizontal coordinates were scaled from a topographic map and have
 BL0773.an estimated accuracy of +/- 6 seconds.
 BL0773
 BL0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0773.The vertical order pertains to the NGVD 29 superseded value.
 BL0773
 BL0773.The geoid height was determined by GEOID03.
 BL0773
 BL0773;                    North         East    Units  Estimated Accuracy
 BL0773;SPC TX C     - 3,151,120.    1,176,180.      MT  (+/- 180 meters Scaled)
 BL0773
 BL0773                          SUPERSEDED SURVEY CONTROL
 BL0773
 BL0773  NGVD 29 (??/??/92)   57.331  (m)          188.09   (f) ADJ UNCH    1 2
 BL0773
 BL0773.Superseded values are not recommended for survey control.
 BL0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0773.See file dsdata.txt to determine how the superseded data were derived.
 BL0773
 BL0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ756246(NAD 83)
 BL0773_MARKER: DB = BENCH MARK DISK
 BL0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0773_STAMPING: A 897 1948
 BL0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0773+STABILITY: SURFACE MOTION
 BL0773
 BL0773  HISTORY     - Date     Condition        Report By
 BL0773  HISTORY     - 1948     MONUMENTED       CGS
 BL0773  HISTORY     - 1960     GOOD             NGS
 BL0773  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0773
 BL0773                          STATION DESCRIPTION
 BL0773
 BL0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0773'2.4 MI E FROM TRINITY.
 BL0773'ABOUT 2.4 MILES EAST ALONG FARM ROAD 356 FROM THE MISSOURI PACIFIC
 BL0773'RAILROAD STATION AT TRINITY, THENCE 0.25 MILE SOUTH ALONG A PRIVATE
 BL0773'WOODS ROAD TO A CROSSING OF THE ABANDONED WACO, BEAUMONT, TRINITY AND
 BL0773'SABINE RAILWAY, THENCE 0.1 MILE WEST ALONG THE ABANDONED RAILROAD, 62
 BL0773'FEET SOUTH OF THE SOUTH RAIL, 220 FEET SOUTHEAST OF THE SOUTHEAST
 BL0773'CORNER OF A WOODEN TRESTLE, 157 FEET SOUTHWEST AND ACROSS THE TRACK
 BL0773'FROM A POWER POLE, 6 1/2 FEET NORTHEAST OF A 16-INCH PINE TREE, 4 FEET
 BL0773'NORTH OF A FENCE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IN
 BL0773'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BL0773
 BL0773                          STATION RECOVERY (1996)
 BL0773
 BL0773'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2213 ***********************************************************************
 BY2213  DESIGNATION -  A 898
 BY2213  PID         -  BY2213
 BY2213  STATE/COUNTY-  TX/FREESTONE
 BY2213  USGS QUAD   -  BUTLER (1964)
 BY2213
 BY2213                         *CURRENT SURVEY CONTROL
 BY2213  ___________________________________________________________________
 BY2213* NAD 83(1986)-  31 39 00.     (N)    095 57 29.     (W)     SCALED    
 BY2213* NAVD 88     -       116.930  (meters)     383.63   (feet)  ADJUSTED  
 BY2213  ___________________________________________________________________
 BY2213  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BY2213  DYNAMIC HT  -         116.789 (meters)     383.17  (feet)  COMP
 BY2213  MODELED GRAV-     979,425.6   (mgal)                       NAVD 88
 BY2213
 BY2213  VERT ORDER  -  SECOND    CLASS 0
 BY2213
 BY2213.The horizontal coordinates were scaled from a topographic map and have
 BY2213.an estimated accuracy of +/- 6 seconds.
 BY2213
 BY2213.The orthometric height was determined by differential leveling
 BY2213.and adjusted by the National Geodetic Survey in June 1991..
 BY2213
 BY2213.The geoid height was determined by GEOID03.
 BY2213
 BY2213.The dynamic height is computed by dividing the NAVD 88
 BY2213.geopotential number by the normal gravity value computed on the
 BY2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2213.degrees latitude (g = 980.6199 gals.).
 BY2213
 BY2213.The modeled gravity was interpolated from observed gravity values.
 BY2213
 BY2213;                    North         East    Units  Estimated Accuracy
 BY2213;SPC TX C     - 3,228,030.    1,114,870.      MT  (+/- 180 meters Scaled)
 BY2213
 BY2213                          SUPERSEDED SURVEY CONTROL
 BY2213
 BY2213  NGVD 29 (??/??/92)  116.913  (m)          383.57   (f) ADJ UNCH    2 0
 BY2213
 BY2213.Superseded values are not recommended for survey control.
 BY2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2213.See file dsdata.txt to determine how the superseded data were derived.
 BY2213
 BY2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR194054(NAD 83)
 BY2213_MARKER: DB = BENCH MARK DISK
 BY2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2213_STAMPING: A 898 1948
 BY2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2213+STABILITY: SURFACE MOTION
 BY2213
 BY2213  HISTORY     - Date     Condition        Report By
 BY2213  HISTORY     - 1948     MONUMENTED       CGS
 BY2213  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY2213
 BY2213                          STATION DESCRIPTION
 BY2213
 BY2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY2213'3.9 MI S FROM BUTLER.
 BY2213'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE JENKINS GROCERY
 BY2213'STORE AT BUTLER TO THE CROSS ROADS GROCERY STORE, THENCE 1.6 MILES
 BY2213'SOUTH ALONG A GRADED DIRT ROAD, AT THE TOP OF A HILL OVERLOOKING RED
 BY2213'LAKE, 200.0 FEET WEST OF A SMALL FRAME HOUSE, 22.6 FEET NORTHWEST OF
 BY2213'AND LEVEL WITH THE CENTER LINE OF THE ROAD, 13.5 FEET NORTHEAST OF A
 BY2213'24 INCH ELM TREE, 7.6 FEET EAST OF A FENCE CORNER, 1.7 FEET WEST OF A
 BY2213'WITNESS POST, 1.3 FEET SOUTHEAST OF A WIRE FENCE, SET IN THE TOP OF A
 BY2213'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY2213
 BY2213                          STATION RECOVERY (1964)
 BY2213
 BY2213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY2213'MARK WAS SEARCHED FOR BUT NOT FOUND. ROAD HAS BEEN ABONDAN AND POINTS
 BY2213'OF REFERENCE HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0438 ***********************************************************************
 BZ0438  DESIGNATION -  A 899
 BZ0438  PID         -  BZ0438
 BZ0438  STATE/COUNTY-  TX/LIMESTONE
 BZ0438  USGS QUAD   -  FARRAR (1966)
 BZ0438
 BZ0438                         *CURRENT SURVEY CONTROL
 BZ0438  ___________________________________________________________________
 BZ0438* NAD 83(1986)-  31 27 42.     (N)    096 16 32.     (W)     SCALED    
 BZ0438* NAVD 88     -       138.758  (meters)     455.24   (feet)  ADJUSTED  
 BZ0438  ___________________________________________________________________
 BZ0438  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BZ0438  DYNAMIC HT  -         138.589 (meters)     454.69  (feet)  COMP
 BZ0438  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 BZ0438
 BZ0438  VERT ORDER  -  SECOND    CLASS 0
 BZ0438
 BZ0438.The horizontal coordinates were scaled from a topographic map and have
 BZ0438.an estimated accuracy of +/- 6 seconds.
 BZ0438
 BZ0438.The orthometric height was determined by differential leveling
 BZ0438.and adjusted by the National Geodetic Survey in June 1991..
 BZ0438
 BZ0438.The geoid height was determined by GEOID03.
 BZ0438
 BZ0438.The dynamic height is computed by dividing the NAVD 88
 BZ0438.geopotential number by the normal gravity value computed on the
 BZ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0438.degrees latitude (g = 980.6199 gals.).
 BZ0438
 BZ0438.The modeled gravity was interpolated from observed gravity values.
 BZ0438
 BZ0438;                    North         East    Units  Estimated Accuracy
 BZ0438;SPC TX C     - 3,206,020.    1,085,540.      MT  (+/- 180 meters Scaled)
 BZ0438
 BZ0438                          SUPERSEDED SURVEY CONTROL
 BZ0438
 BZ0438  NGVD 29 (??/??/92)  138.757  (m)          455.24   (f) ADJ UNCH    2 0
 BZ0438
 BZ0438.Superseded values are not recommended for survey control.
 BZ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0438.See file dsdata.txt to determine how the superseded data were derived.
 BZ0438
 BZ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV588839(NAD 83)
 BZ0438_MARKER: DB = BENCH MARK DISK
 BZ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0438_STAMPING: A 899 1948
 BZ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0438+STABILITY: SURFACE MOTION
 BZ0438
 BZ0438  HISTORY     - Date     Condition        Report By
 BZ0438  HISTORY     - 1948     MONUMENTED       CGS
 BZ0438  HISTORY     - 1980     GOOD             NGS
 BZ0438
 BZ0438                          STATION DESCRIPTION
 BZ0438
 BZ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0438'0.5 MI NE FROM FARRAR.
 BZ0438'0.5 MILE NORTHEAST ALONG THE FARRAR-DONIE DIRT ROAD FROM THE POST
 BZ0438'OFFICE AT FARRAR, AT A DIRT CROSS ROAD, 47.6 FEET NORTHWEST AND ABOUT
 BZ0438'1.0 FOOT ABOVE THE CENTER OF THE NORTHEAST-SOUTHWEST ROAD, 46.2 FEET
 BZ0438'SOUTHWEST OF THE CENTER OF THE NORTHWEST-SOUTHEAST ROAD, 32.5 FEET
 BZ0438'NORTHWEST OF A MAIL BOX, 23.7 FEET NORTHWEST OF A FENCE CORNER, 1.8
 BZ0438'FEET NORTHEAST OF A WOVEN WIRE FENCE, 1.7 FEET NORTHWEST OF A WITNESS
 BZ0438'POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 BZ0438'ABOVE GROUND.
 BZ0438
 BZ0438                          STATION RECOVERY (1980)
 BZ0438
 BZ0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0438'NOTE-NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0722 ***********************************************************************
 BZ0722  DESIGNATION -  A 900
 BZ0722  PID         -  BZ0722
 BZ0722  STATE/COUNTY-  TX/MCLENNAN
 BZ0722  USGS QUAD   -  WACO WEST (1975)
 BZ0722
 BZ0722                         *CURRENT SURVEY CONTROL
 BZ0722  ___________________________________________________________________
 BZ0722* NAD 83(1986)-  31 33 59.     (N)    097 08 42.     (W)     SCALED    
 BZ0722* NAVD 88     -       137.463  (meters)     450.99   (feet)  ADJUSTED  
 BZ0722  ___________________________________________________________________
 BZ0722  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BZ0722  DYNAMIC HT  -         137.290 (meters)     450.43  (feet)  COMP
 BZ0722  MODELED GRAV-     979,383.9   (mgal)                       NAVD 88
 BZ0722
 BZ0722  VERT ORDER  -  FIRST     CLASS II
 BZ0722
 BZ0722.The horizontal coordinates were scaled from a topographic map and have
 BZ0722.an estimated accuracy of +/- 6 seconds.
 BZ0722
 BZ0722.The orthometric height was determined by differential leveling
 BZ0722.and adjusted by the National Geodetic Survey in June 1991..
 BZ0722.WARNING-Repeat measurements at this control monument indicate possible
 BZ0722.vertical movement.
 BZ0722
 BZ0722.The geoid height was determined by GEOID03.
 BZ0722
 BZ0722.The dynamic height is computed by dividing the NAVD 88
 BZ0722.geopotential number by the normal gravity value computed on the
 BZ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0722.degrees latitude (g = 980.6199 gals.).
 BZ0722
 BZ0722.The modeled gravity was interpolated from observed gravity values.
 BZ0722
 BZ0722;                    North         East    Units  Estimated Accuracy
 BZ0722;SPC TX C     - 3,214,940.    1,002,620.      MT  (+/- 180 meters Scaled)
 BZ0722
 BZ0722                          SUPERSEDED SURVEY CONTROL
 BZ0722
 BZ0722  NGVD 29 (??/??/92)  137.334  (m)          450.57   (f) ADJ UNCH    1 2
 BZ0722
 BZ0722.Superseded values are not recommended for survey control.
 BZ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0722.See file dsdata.txt to determine how the superseded data were derived.
 BZ0722
 BZ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV760938(NAD 83)
 BZ0722_MARKER: DB = BENCH MARK DISK
 BZ0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0722_SP_SET: BLOCK
 BZ0722_STAMPING: A-900 1944
 BZ0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0722
 BZ0722  HISTORY     - Date     Condition        Report By
 BZ0722  HISTORY     - 1944     MONUMENTED       CGS
 BZ0722  HISTORY     - 1980     GOOD             NGS
 BZ0722  HISTORY     - 19910424 GOOD             USPSQD
 BZ0722  HISTORY     - 19950715 GOOD             USPSQD
 BZ0722  HISTORY     - 20010317 GOOD             USPSQD
 BZ0722
 BZ0722                          STATION DESCRIPTION
 BZ0722
 BZ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BZ0722'IN WACO.
 BZ0722'ABOUT 1.0 MILE NORTH ALONG THE ROAD TO BLACKLAND AIR FILED FROM THE
 BZ0722'COURTHOUSE IN WACO MCLENNAN COUNTY, AT INTERSECTIOS OF 5TH.  STREET
 BZ0722'AND MARYLAND AVENUE, BETWEEN THE SIDEWALK AND CURB ALONG 5TH STREET,
 BZ0722'25.0 FEET WEST OF CENTER LINE OF 5TH STREET, 40.0 FEET SOUTH OF CENTER
 BZ0722'LINE OF MARYLAND AVENUE, 2.0 FEET WEST OF STREET CURB AND 3.2 FEET
 BZ0722'EAST OF SIDE WALK, A STANDARD IRON DISK, STAMPED A-900 1944 SET IN THE
 BZ0722'TOP OF A CONCRETE BLOCK FLUSH WITH THE GROUND.
 BZ0722
 BZ0722                          STATION RECOVERY (1980)
 BZ0722
 BZ0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0722'RECOVERED IN GOOD CONDITION.
 BZ0722
 BZ0722                          STATION RECOVERY (1991)
 BZ0722
 BZ0722'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0722'RECOVERED IN GOOD CONDITION.
 BZ0722
 BZ0722                          STATION RECOVERY (1995)
 BZ0722
 BZ0722'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0722'RECOVERED IN GOOD CONDITION.
 BZ0722
 BZ0722                          STATION RECOVERY (2001)
 BZ0722
 BZ0722'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0067 ***********************************************************************
 BM0067  DESIGNATION -  A 901
 BM0067  PID         -  BM0067
 BM0067  STATE/COUNTY-  TX/GRIMES
 BM0067  USGS QUAD   -  NAVASOTA (1989)
 BM0067
 BM0067                         *CURRENT SURVEY CONTROL
 BM0067  ___________________________________________________________________
 BM0067* NAD 83(1986)-  30 24 06.     (N)    096 02 58.     (W)     SCALED    
 BM0067* NAVD 88     -       100.88   (+/-2cm)     331.0    (feet)  VERTCON   
 BM0067  ___________________________________________________________________
 BM0067  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BM0067
 BM0067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0067
 BM0067.The horizontal coordinates were scaled from a topographic map and have
 BM0067.an estimated accuracy of +/- 6 seconds.
 BM0067
 BM0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0067.The vertical order pertains to the NGVD 29 superseded value.
 BM0067
 BM0067.The geoid height was determined by GEOID03.
 BM0067
 BM0067;                    North         East    Units  Estimated Accuracy
 BM0067;SPC TX C     - 3,089,400.    1,111,530.      MT  (+/- 180 meters Scaled)
 BM0067
 BM0067                          SUPERSEDED SURVEY CONTROL
 BM0067
 BM0067  NGVD 29 (??/??/92)  100.858  (m)          330.90   (f) ADJ UNCH    2 0
 BM0067
 BM0067.Superseded values are not recommended for survey control.
 BM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0067.See file dsdata.txt to determine how the superseded data were derived.
 BM0067
 BM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU834669(NAD 83)
 BM0067_MARKER: DB = BENCH MARK DISK
 BM0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0067_SP_SET: DRILL HOLE
 BM0067_STAMPING: A-901 1944
 BM0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0067
 BM0067  HISTORY     - Date     Condition        Report By
 BM0067  HISTORY     - 1944     MONUMENTED       CGS
 BM0067  HISTORY     - 1958     MARK NOT FOUND   USGS
 BM0067  HISTORY     - 19910622 MARK NOT FOUND   USPSQD
 BM0067  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0067  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BM0067
 BM0067                          STATION DESCRIPTION
 BM0067
 BM0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0067'2.8 MI NE FROM NAVASOTA.
 BM0067'ABOUT 2.8 MILES NORTHEAST FROM THE JUNCTIONS OF HIGHWAYS 6 AND 90 AT
 BM0067'NAVASOTA GRIMES COUNTY, AT THE NAVASOTA INTERMEDIATE AIR FIELD, IN THE
 BM0067'CONCRETE BASE OF THE SOUTHWEST LEG OF THE AIR FIELD BEACON TOWER, A
 BM0067'BRONZE DISK STAMPED A-901 1944, SET IN A DRILL HOLE.
 BM0067
 BM0067                          STATION RECOVERY (1958)
 BM0067
 BM0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BM0067'MARK NOT FOUND.
 BM0067
 BM0067                          STATION RECOVERY (1991)
 BM0067
 BM0067'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0067'MARK NOT FOUND.
 BM0067
 BM0067                          STATION RECOVERY (1994)
 BM0067
 BM0067'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0067'MARK NOT FOUND.
 BM0067
 BM0067                          STATION RECOVERY (1999)
 BM0067
 BM0067'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0157 ***********************************************************************
 DN0157  PACS        -  This is a Primary Airport Control Station.
 DN0157  DESIGNATION -  A 902
 DN0157  PID         -  DN0157
 DN0157  STATE/COUNTY-  TX/HUNT
 DN0157  USGS QUAD   -  GREENVILLE SE (1962)
 DN0157
 DN0157                         *CURRENT SURVEY CONTROL
 DN0157  ___________________________________________________________________
 DN0157* NAD 83(1993)-  33 04 07.49370(N)    096 04 34.29142(W)     ADJUSTED  
 DN0157* NAVD 88     -       163.326  (meters)     535.85   (feet)  ADJUSTED  
 DN0157  ___________________________________________________________________
 DN0157  X           -    -566,348.168 (meters)                     COMP
 DN0157  Y           -  -5,320,375.126 (meters)                     COMP
 DN0157  Z           -   3,460,425.790 (meters)                     COMP
 DN0157  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DN0157  ELLIP HEIGHT-         137.77  (meters)          (10/24/00) GPS OBS
 DN0157  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0157  DYNAMIC HT  -         163.148 (meters)     535.26  (feet)  COMP
 DN0157  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 DN0157
 DN0157  HORZ ORDER  -  B
 DN0157  VERT ORDER  -  FIRST     CLASS II
 DN0157  ELLP ORDER  -  FOURTH    CLASS II
 DN0157
 DN0157.This mark is at Majors (GVT) Airport (GVT)
 DN0157
 DN0157.The horizontal coordinates were established by GPS observations
 DN0157.and adjusted by the National Geodetic Survey in February 1996..
 DN0157
 DN0157.The orthometric height was determined by differential leveling
 DN0157.and adjusted by the National Geodetic Survey in June 1991..
 DN0157.WARNING-Repeat measurements at this control monument indicate possible
 DN0157.vertical movement.
 DN0157
 DN0157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN0157
 DN0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0157
 DN0157.The ellipsoidal height was determined by GPS observations
 DN0157.and is referenced to NAD 83.
 DN0157
 DN0157.The geoid height was determined by GEOID03.
 DN0157
 DN0157.The dynamic height is computed by dividing the NAVD 88
 DN0157.geopotential number by the normal gravity value computed on the
 DN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0157.degrees latitude (g = 980.6199 gals.).
 DN0157
 DN0157.The modeled gravity was interpolated from observed gravity values.
 DN0157
 DN0157;                    North         East     Units Scale Factor Converg.
 DN0157;SPC TXNC     - 2,158,087.038   826,287.914   MT  0.99987267   +1 19 19.0
 DN0157;SPC TXNC     - 7,080,323.89  2,710,912.93   sFT  0.99987267   +1 19 19.0
 DN0157;UTM  14      - 3,662,710.704   772,966.229   MT  1.00051880   +1 35 46.9
 DN0157;UTM  15      - 3,663,117.687   212,801.783   MT  1.00061713   -1 40 46.8
 DN0157
 DN0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0157!SPC TXNC     -   0.99997837  x   0.99987267  =   0.99985104
 DN0157!UTM  14      -   0.99997837  x   1.00051880  =   1.00049716
 DN0157!UTM  15      -   0.99997837  x   1.00061713  =   1.00059549
 DN0157
 DN0157                          SUPERSEDED SURVEY CONTROL
 DN0157
 DN0157  ELLIP H (02/20/96)  137.85   (m)                       GP(       ) 1 1
 DN0157  NAVD 88 (02/20/96)  163.33   (m)          535.9    (f) LEVELING    3  
 DN0157  NGVD 29 (??/??/92)  163.315  (m)          535.81   (f) ADJ UNCH    1 2
 DN0157
 DN0157.Superseded values are not recommended for survey control.
 DN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0157.See file dsdata.txt to determine how the superseded data were derived.
 DN0157
 DN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7296662711(NAD 83)
 DN0157_MARKER: DB = BENCH MARK DISK
 DN0157_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DN0157_SP_SET: FLAGPOLE BASE
 DN0157_STAMPING: A 902 1945
 DN0157_MARK LOGO: CGS   
 DN0157_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0157+STABILITY: POSITION/ELEVATION WELL
 DN0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0157+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 DN0157
 DN0157  HISTORY     - Date     Condition        Report By
 DN0157  HISTORY     - 1945     MONUMENTED       CGS
 DN0157  HISTORY     - 1959     GOOD             NGS
 DN0157  HISTORY     - 1978     GOOD             NGS
 DN0157  HISTORY     - 19941220 GOOD             NGS
 DN0157
 DN0157                          STATION DESCRIPTION
 DN0157
 DN0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0157'5.85 MI SE FROM GREENVILLE.
 DN0157'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0157'FROM THE STATION AT GREENVILLE, THENCE ABOUT 0.9 MILE SOUTHEASTT ALONG
 DN0157'U. S. HIGHWAY 69 TO A CEMETERY, THENCE ABOUT 3.15 MILES
 DN0157'SOUTH-SOUTHEAST ALONG A PAVED ROAD TO THE WEST ENTRANCE TO THE TEMCO
 DN0157'AIRCRAFT CORPORATION, THENCE ABOUT 0.1 MILE EAST ALONG A PAVED ROAD,
 DN0157'THENCE ABOUT 0.2 MILE SOUTH ALONG A PAVED ROAD, ABOUT 0.3 MILE WEST OF
 DN0157'THE CONTROL TOWER, ABOUT 0.15 MILE WEST OF A CONCRETE WATER TANK, IN
 DN0157'THE TOP OF THE SOUTH SIDE OF THE CONCRETE FOUNDATION OF AN ABANDONED
 DN0157'FLAG POLE, THE POLE HAS BEEN REMOVED, 216 FEET NORTH OF THE CENTER
 DN0157'LINE OF A PAVED ROAD, 216 FEET SOUTH OF THE CENTER LINE OF A PAVED
 DN0157'ROAD, 50 FEET WEST OF THE CENTER LINE OF A PAVED ROAD, 33 FEET
 DN0157'NORTHWEST OF A FIRE HYDRANT, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 DN0157'POST, AND ABOUT 5 INCHES ABOVE THE GROUND.
 DN0157
 DN0157                          STATION RECOVERY (1978)
 DN0157
 DN0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 DN0157'RECOVERED IN GOOD CONDITION.
 DN0157
 DN0157                          STATION RECOVERY (1994)
 DN0157
 DN0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN0157'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH-SOUTHEAST OF
 DN0157'GREENVILLE AT THE GREENVILLE MAJORS FIELD AIRPORT, IN THE CENTER ONE
 DN0157'OF THREE GRASS ISLANDS ON THE WEST SIDE OF THE AIRPORT AND ALONG FARM
 DN0157'ROAD 2101.  OWNERSHIP--CITY OF GREENVILLE.  AIRPORT MANAGER IS MASSOUD
 DN0157'EBRAHIM.  SECURITY ESCORT IS DAVID HERBERT.  BOTH ARE AT 2315 JOHNSON
 DN0157'STREET, P.O.  BOX 1049, GREENVILLE, TX 75403-1049.  PHONE
 DN0157'903-457-3135.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 DN0157'INTERSTATE HIGHWAY 30 AND U.S.  HIGHWAY 69 ON THE SOUTH SIDE OF
 DN0157'GREENVILLE, GO SOUTHEAST ON HIGHWAY 69 FOR 0.96 KM (0.60 MI) TO FARM
 DN0157'ROAD 1570 ON THE RIGHT.  TURN RIGHT, SOUTH, ON FARM ROAD 1570 FOR 4.75
 DN0157'KM (2.95 MI) TO A PAVED CROSSROAD (FARM ROAD 1570 TURNS WEST AND THE
 DN0157'ROAD TO THE SOUTH IS FARM ROAD 2101) .  CONTINUE AHEAD, SOUTH, ON FARM
 DN0157'ROAD 2101 FOR 0.12 KM (0.05 MI) TO THE STATION ON THE LEFT AS
 DN0157'DESCRIBED.  THE STATION IS SET IN THE TOP OF THE SOUTHEAST EDGE OF A 2
 DN0157'M (6.6 FT) ROUND CONCRETE BASE OF A FLAGPOLE (FLAGPOLE HAS BEEN
 DN0157'REMOVED.  IT IS 69.2 M (227.0 FT) EAST OF THE CENTER OF FARMROAD 2101,
 DN0157'65.6 M (215.2 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 64.2 M (210.6
 DN0157'FT) NORTH OF THE CENTER OF A PAVED ROAD, 15.4 M (50.5 FT) WEST OF THE
 DN0157'CENTER OF A PAVED ROAD, 6.2 M (20.3 FT) SOUTHWEST OF POWER POLE GEP
 DN0157'FISEPA F-87 345 12, AND 0.5 M (1.6 FT) SOUTHWEST OF A STEEL WITNESS
 DN0157'POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0489 ***********************************************************************
 DN0489  DESIGNATION -  A 903
 DN0489  PID         -  DN0489
 DN0489  STATE/COUNTY-  TX/GRAYSON
 DN0489  USGS QUAD   -  DORCHESTER (1974)
 DN0489
 DN0489                         *CURRENT SURVEY CONTROL
 DN0489  ___________________________________________________________________
 DN0489* NAD 83(1986)-  33 30 14.     (N)    096 42 20.     (W)     SCALED    
 DN0489* NAVD 88     -       247.566  (meters)     812.22   (feet)  ADJUSTED  
 DN0489  ___________________________________________________________________
 DN0489  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DN0489  DYNAMIC HT  -         247.305 (meters)     811.37  (feet)  COMP
 DN0489  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 DN0489
 DN0489  VERT ORDER  -  SECOND    CLASS 0
 DN0489
 DN0489.The horizontal coordinates were scaled from a topographic map and have
 DN0489.an estimated accuracy of +/- 6 seconds.
 DN0489
 DN0489.The orthometric height was determined by differential leveling
 DN0489.and adjusted by the National Geodetic Survey in June 1991..
 DN0489
 DN0489.The geoid height was determined by GEOID03.
 DN0489
 DN0489.The dynamic height is computed by dividing the NAVD 88
 DN0489.geopotential number by the normal gravity value computed on the
 DN0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0489.degrees latitude (g = 980.6199 gals.).
 DN0489
 DN0489.The modeled gravity was interpolated from observed gravity values.
 DN0489
 DN0489;                    North         East    Units  Estimated Accuracy
 DN0489;SPC TXNC     - 2,205,160.      766,710.      MT  (+/- 180 meters Scaled)
 DN0489
 DN0489                          SUPERSEDED SURVEY CONTROL
 DN0489
 DN0489  NGVD 29 (??/??/92)  247.556  (m)          812.19   (f) ADJ UNCH    2 0
 DN0489
 DN0489.Superseded values are not recommended for survey control.
 DN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0489.See file dsdata.txt to determine how the superseded data were derived.
 DN0489
 DN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC131095(NAD 83)
 DN0489_MARKER: DB = BENCH MARK DISK
 DN0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0489_STAMPING: A 903 1945
 DN0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0489+STABILITY: SURFACE MOTION
 DN0489
 DN0489  HISTORY     - Date     Condition        Report By
 DN0489  HISTORY     - 1945     MONUMENTED       CGS
 DN0489  HISTORY     - 1952     GOOD             NGS
 DN0489
 DN0489                          STATION DESCRIPTION
 DN0489
 DN0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0489'2.0 MI SW FROM DORCHESTER.
 DN0489'2.0 MILES SOUTHWEST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0489'RAILROAD FROM THE STATION SIGN AT DORCHESTER, 95 FEET SOUTHEAST OF
 DN0489'MILEPOST 659-20, 58 FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD
 DN0489'CROSSING, 47.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 10 FEET SOUTHWEST
 DN0489'OF THE CENTER OF A STEEL GATE, 1.5 FEET NORTHWEST OF A FENCE, 3 FEET
 DN0489'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0489'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0013 ***********************************************************************
 CC0013  DESIGNATION -  A 904
 CC0013  PID         -  CC0013
 CC0013  STATE/COUNTY-  TX/MIDLAND
 CC0013  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0013
 CC0013                         *CURRENT SURVEY CONTROL
 CC0013  ___________________________________________________________________
 CC0013* NAD 83(1986)-  31 56 57.     (N)    102 09 49.     (W)     SCALED    
 CC0013* NAVD 88     -       877.035  (meters)    2877.41   (feet)  ADJUSTED  
 CC0013  ___________________________________________________________________
 CC0013  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CC0013  DYNAMIC HT  -         875.798 (meters)    2873.35  (feet)  COMP
 CC0013  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 CC0013
 CC0013  VERT ORDER  -  FIRST     CLASS II
 CC0013
 CC0013.The horizontal coordinates were scaled from a topographic map and have
 CC0013.an estimated accuracy of +/- 6 seconds.
 CC0013
 CC0013.The orthometric height was determined by differential leveling
 CC0013.and adjusted by the National Geodetic Survey in June 1991..
 CC0013
 CC0013.The geoid height was determined by GEOID03.
 CC0013
 CC0013.The dynamic height is computed by dividing the NAVD 88
 CC0013.geopotential number by the normal gravity value computed on the
 CC0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0013.degrees latitude (g = 980.6199 gals.).
 CC0013
 CC0013.The modeled gravity was interpolated from observed gravity values.
 CC0013
 CC0013;                    North         East    Units  Estimated Accuracy
 CC0013;SPC TX C     - 3,254,460.      526,960.      MT  (+/- 180 meters Scaled)
 CC0013
 CC0013                          SUPERSEDED SURVEY CONTROL
 CC0013
 CC0013  NGVD 29 (??/??/92)  876.648  (m)         2876.14   (f) ADJ UNCH    1 2
 CC0013
 CC0013.Superseded values are not recommended for survey control.
 CC0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0013.See file dsdata.txt to determine how the superseded data were derived.
 CC0013
 CC0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR681383(NAD 83)
 CC0013_MARKER: DB = BENCH MARK DISK
 CC0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0013_SP_SET: CONCRETE BASE
 CC0013_STAMPING: A 904 1945
 CC0013_MARK LOGO: CGS   
 CC0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0013
 CC0013  HISTORY     - Date     Condition        Report By
 CC0013  HISTORY     - 1945     MONUMENTED       CGS
 CC0013  HISTORY     - 1956     GOOD             NGS
 CC0013  HISTORY     - 1982     GOOD             NGS
 CC0013
 CC0013                          STATION DESCRIPTION
 CC0013
 CC0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0013'6.1 MI SW FROM MIDLAND.
 CC0013'6.1 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0013'STATION AT MIDLAND, 16 POLES SOUTHWEST OF MILEPOST 559, 26.8 FEET
 CC0013'SOUTHWEST OF A SWITCH STAND, 8.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CC0013'SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE BASE OF SEMAPHORE
 CC0013'559.4.
 CC0013
 CC0013                          STATION RECOVERY (1982)
 CC0013
 CC0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0013'10.0 KM (6.2 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0013'FROM THE POST OFFICE IN MIDLAND, IN TOP OF THE BASE OF SIGNAL NUMBER
 CC0013'5594 AND 2.6 METERS (8.5 FT) SOUTHEAST OF THE NEAR RAIL.
 CC0013'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0239 ***********************************************************************
 CC0239  DESIGNATION -  A 905
 CC0239  PID         -  CC0239
 CC0239  STATE/COUNTY-  TX/WARD
 CC0239  USGS QUAD   -  PYOTE EAST (1981)
 CC0239
 CC0239                         *CURRENT SURVEY CONTROL
 CC0239  ___________________________________________________________________
 CC0239* NAD 83(1986)-  31 33 55.     (N)    103 00 02.     (W)     SCALED    
 CC0239* NAVD 88     -       812.512  (meters)    2665.72   (feet)  ADJUSTED  
 CC0239  ___________________________________________________________________
 CC0239  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CC0239  DYNAMIC HT  -         811.374 (meters)    2661.98  (feet)  COMP
 CC0239  MODELED GRAV-     979,212.0   (mgal)                       NAVD 88
 CC0239
 CC0239  VERT ORDER  -  FIRST     CLASS II
 CC0239
 CC0239.The horizontal coordinates were scaled from a topographic map and have
 CC0239.an estimated accuracy of +/- 6 seconds.
 CC0239
 CC0239.The orthometric height was determined by differential leveling
 CC0239.and adjusted by the National Geodetic Survey in June 1991..
 CC0239
 CC0239.The geoid height was determined by GEOID03.
 CC0239
 CC0239.The dynamic height is computed by dividing the NAVD 88
 CC0239.geopotential number by the normal gravity value computed on the
 CC0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0239.degrees latitude (g = 980.6199 gals.).
 CC0239
 CC0239.The modeled gravity was interpolated from observed gravity values.
 CC0239
 CC0239;                    North         East    Units  Estimated Accuracy
 CC0239;SPC TX C     - 3,213,510.      446,830.      MT  (+/- 180 meters Scaled)
 CC0239
 CC0239                          SUPERSEDED SURVEY CONTROL
 CC0239
 CC0239  NGVD 29 (??/??/92)  812.186  (m)         2664.65   (f) ADJ UNCH    1 2
 CC0239
 CC0239.Superseded values are not recommended for survey control.
 CC0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0239.See file dsdata.txt to determine how the superseded data were derived.
 CC0239
 CC0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ897939(NAD 83)
 CC0239_MARKER: DB = BENCH MARK DISK
 CC0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0239_SP_SET: CONCRETE BASE
 CC0239_STAMPING: A 905 1945
 CC0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0239
 CC0239  HISTORY     - Date     Condition        Report By
 CC0239  HISTORY     - 1945     MONUMENTED       CGS
 CC0239  HISTORY     - 1956     GOOD             NGS
 CC0239  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0239
 CC0239                          STATION DESCRIPTION
 CC0239
 CC0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0239'IN WICKETT.
 CC0239'AT WICKETT, WARD COUNTY, ON THE TEXAS AND PACIFIC RAILWAY, AT THE
 CC0239'STATION, MIDWAY BETWEEN THE TICKET-OFFICE WINDOW AND THE TRACK, AT
 CC0239'SEMAPHORE 616.0, AND IN THE TOP OF THE NORTHWEST CORNER OF THE
 CC0239'CONCRETE BASE.  AN IRON BENCH-MARK DISK.
 CC0239
 CC0239                          STATION RECOVERY (1981)
 CC0239
 CC0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0239'NOTE=THE RAILROAD STATION HAS BEEN TORN DOWN, AND A THOROUGH SEARCH
 CC0239'REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0027 ***********************************************************************
 DQ0027  DESIGNATION -  A 906
 DQ0027  PID         -  DQ0027
 DQ0027  STATE/COUNTY-  TX/LUBBOCK
 DQ0027  USGS QUAD   -  WOLFFORTH (1985)
 DQ0027
 DQ0027                         *CURRENT SURVEY CONTROL
 DQ0027  ___________________________________________________________________
 DQ0027* NAD 83(1986)-  33 35 36.     (N)    102 02 02.     (W)     SCALED    
 DQ0027* NAVD 88     -      1014.730  (meters)    3329.16   (feet)  ADJUSTED  
 DQ0027  ___________________________________________________________________
 DQ0027  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 DQ0027  DYNAMIC HT  -        1013.413 (meters)    3324.84  (feet)  COMP
 DQ0027  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 DQ0027
 DQ0027  VERT ORDER  -  SECOND    CLASS 0
 DQ0027
 DQ0027.The horizontal coordinates were scaled from a topographic map and have
 DQ0027.an estimated accuracy of +/- 6 seconds.
 DQ0027
 DQ0027.The orthometric height was determined by differential leveling
 DQ0027.and adjusted by the National Geodetic Survey in June 1991..
 DQ0027
 DQ0027.The geoid height was determined by GEOID03.
 DQ0027
 DQ0027.The dynamic height is computed by dividing the NAVD 88
 DQ0027.geopotential number by the normal gravity value computed on the
 DQ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0027.degrees latitude (g = 980.6199 gals.).
 DQ0027
 DQ0027.The modeled gravity was interpolated from observed gravity values.
 DQ0027
 DQ0027;                    North         East    Units  Estimated Accuracy
 DQ0027;SPC TXNC     - 2,219,170.      272,060.      MT  (+/- 180 meters Scaled)
 DQ0027
 DQ0027                          SUPERSEDED SURVEY CONTROL
 DQ0027
 DQ0027  NGVD 29 (??/??/92) 1014.350  (m)         3327.91   (f) ADJ UNCH    2 0
 DQ0027
 DQ0027.Superseded values are not recommended for survey control.
 DQ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0027.See file dsdata.txt to determine how the superseded data were derived.
 DQ0027
 DQ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT752210(NAD 83)
 DQ0027_MARKER: DB = BENCH MARK DISK
 DQ0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0027_STAMPING: A 906 1945
 DQ0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0027+STABILITY: SURFACE MOTION
 DQ0027
 DQ0027  HISTORY     - Date     Condition        Report By
 DQ0027  HISTORY     - 1945     MONUMENTED       CGS
 DQ0027
 DQ0027                          STATION DESCRIPTION
 DQ0027
 DQ0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DQ0027'IN REESE AIR FORCE BASE.
 DQ0027'AT REESE AIR FORCE BASE, LUBBOCK COUNTY, AT THE CENTER CONTROL TOWER,
 DQ0027'8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE
 DQ0027'NORTHWEST LEG, AND 2.5 FEET SOUTH OF THE LOWER NORTH STEEL GIRDER.  A
 DQ0027'STANDARD DISK, STAMPED A 906 1945 AND SET IN THE TOP OF A CONCRETE
 DQ0027'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2081 ***********************************************************************
 CS2081  DESIGNATION -  A 907 RESET 1949
 CS2081  PID         -  CS2081
 CS2081  STATE/COUNTY-  TX/ELLIS
 CS2081  USGS QUAD   -  MAYPEARL (1978)
 CS2081
 CS2081                         *CURRENT SURVEY CONTROL
 CS2081  ___________________________________________________________________
 CS2081* NAD 83(1986)-  32 17 36.     (N)    097 06 21.     (W)     SCALED    
 CS2081* NAVD 88     -       188.37   (meters)     618.0    (feet)  RESET     
 CS2081  ___________________________________________________________________
 CS2081  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CS2081
 CS2081  VERT ORDER  -  THIRD
 CS2081
 CS2081.The horizontal coordinates were scaled from a topographic map and have
 CS2081.an estimated accuracy of +/- 6 seconds.
 CS2081
 CS2081.The orthometric height was computed from unverified reset data.
 CS2081
 CS2081.The geoid height was determined by GEOID03.
 CS2081
 CS2081;                    North         East    Units  Estimated Accuracy
 CS2081;SPC TXNC     - 2,070,360.      731,310.      MT  (+/- 180 meters Scaled)
 CS2081
 CS2081                          SUPERSEDED SURVEY CONTROL
 CS2081
 CS2081.No superseded survey control is available for this station.
 CS2081
 CS2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA783745(NAD 83)
 CS2081_MARKER: DB = BENCH MARK DISK
 CS2081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2081_SP_SET: MONUMENT
 CS2081_STAMPING: A 907 RESET 1949
 CS2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2081
 CS2081  HISTORY     - Date     Condition        Report By
 CS2081  HISTORY     - 1949     MONUMENTED       CGS
 CS2081
 CS2081                          STATION DESCRIPTION
 CS2081
 CS2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CS2081'5.1 MI NE FROM GRANDVIEW.
 CS2081'5.1 MILES NORTHEAST ALONG THE FARM TO MARKET HIGHWAY FROM THE RAILROAD
 CS2081'STATION AT GRANDVIEW, 0.2 MILES EAST OF A WHITE FARM HOUSE 1 FOOT EAST
 CS2081'OF THE WEST RIGHT-OF-WAY FENCE, AT THE TOP OF AN S CURVE, 6 FEET SOUTH
 CS2081'OF A CORNER POST AND ON THE EAST SIDE OF AN OLD ROAD LEADING SOUTH
 CS2081'FROM THE HIGHWAY, IN OPEN GRASS LAND.  A STANDARD DISK SET IN THE TOP
 CS2081'OF A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0617 ***********************************************************************
 BM0617  DESIGNATION -  A 908
 BM0617  PID         -  BM0617
 BM0617  STATE/COUNTY-  TX/TRAVIS
 BM0617  USGS QUAD   -  AUSTIN EAST (1988)
 BM0617
 BM0617                         *CURRENT SURVEY CONTROL
 BM0617  ___________________________________________________________________
 BM0617* NAD 83(1986)-  30 16 31.     (N)    097 42 39.     (W)     SCALED    
 BM0617* NAVD 88     -       155.632  (meters)     510.60   (feet)  ADJUSTED  
 BM0617  ___________________________________________________________________
 BM0617  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BM0617  DYNAMIC HT  -         155.419 (meters)     509.90  (feet)  COMP
 BM0617  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 BM0617
 BM0617  VERT ORDER  -  SECOND    CLASS 0
 BM0617
 BM0617.The horizontal coordinates were scaled from a topographic map and have
 BM0617.an estimated accuracy of +/- 6 seconds.
 BM0617
 BM0617.The orthometric height was determined by differential leveling
 BM0617.and adjusted by the National Geodetic Survey in June 1991..
 BM0617
 BM0617.The geoid height was determined by GEOID03.
 BM0617
 BM0617.The dynamic height is computed by dividing the NAVD 88
 BM0617.geopotential number by the normal gravity value computed on the
 BM0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0617.degrees latitude (g = 980.6199 gals.).
 BM0617
 BM0617.The modeled gravity was interpolated from observed gravity values.
 BM0617
 BM0617;                    North         East    Units  Estimated Accuracy
 BM0617;SPC TX C     - 3,070,440.      952,300.      MT  (+/- 180 meters Scaled)
 BM0617
 BM0617                          SUPERSEDED SURVEY CONTROL
 BM0617
 BM0617  NGVD 29 (??/??/92)  155.540  (m)          510.30   (f) ADJ UNCH    2 0
 BM0617
 BM0617.Superseded values are not recommended for survey control.
 BM0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0617.See file dsdata.txt to determine how the superseded data were derived.
 BM0617
 BM0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU239499(NAD 83)
 BM0617_MARKER: DB = BENCH MARK DISK
 BM0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0617_STAMPING: A 908 1944
 BM0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0617+STABILITY: SURFACE MOTION
 BM0617
 BM0617  HISTORY     - Date     Condition        Report By
 BM0617  HISTORY     - 1944     MONUMENTED       CGS
 BM0617  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0617  HISTORY     - 19860618 MARK NOT FOUND   USGS
 BM0617  HISTORY     - 19910719 MARK NOT FOUND   USPSQD
 BM0617  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0617
 BM0617                          STATION DESCRIPTION
 BM0617
 BM0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0617'2.7 MI NE FROM AUSTIN.
 BM0617'MARK IS LOCATED ALONG THE TEXAS AND NEW ORLEANS RAILROAD ABOUT 2.7
 BM0617'MILES NORTHEAST OF THE STATION AT AUSTIN.  IT IS 30 FEET NORTH OF THE
 BM0617'CENTER OF EAST 12TH STREET, 18 FEET NORTHWEST OF CENTER OF TRACKS, 2
 BM0617'FEET EAST OF CORNER OF A BOARD FENCE, 1 FOOT EAST OF A 4X4 INCH WHITE
 BM0617'WITNESS POST.  IT IS A DISK SET IN THE TOP OF A 10 INCH SQUARE
 BM0617'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
 BM0617
 BM0617                          STATION RECOVERY (1980)
 BM0617
 BM0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0617'SEARCHED FOR, NOT RECOVERED.
 BM0617
 BM0617                          STATION RECOVERY (1986)
 BM0617
 BM0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0617'MARK NOT FOUND.
 BM0617
 BM0617                          STATION RECOVERY (1991)
 BM0617
 BM0617'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0617'MARK NOT FOUND.
 BM0617
 BM0617                          STATION RECOVERY (1999)
 BM0617
 BM0617'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0975 ***********************************************************************
 AY0975  DESIGNATION -  A 909
 AY0975  PID         -  AY0975
 AY0975  STATE/COUNTY-  TX/BEXAR
 AY0975  USGS QUAD   -  CASTLE HILLS (1992)
 AY0975
 AY0975                         *CURRENT SURVEY CONTROL
 AY0975  ___________________________________________________________________
 AY0975* NAD 83(1986)-  29 31 27.     (N)    098 31 48.     (W)     SCALED    
 AY0975* NAVD 88     -       241.960  (meters)     793.83   (feet)  POSTED    
 AY0975  ___________________________________________________________________
 AY0975  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AY0975  DYNAMIC HT  -         241.610 (meters)     792.68  (feet)  COMP
 AY0975  MODELED GRAV-     979,180.9   (mgal)                       NAVD 88
 AY0975
 AY0975  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0975
 AY0975.The horizontal coordinates were scaled from a topographic map and have
 AY0975.an estimated accuracy of +/- 6 seconds.
 AY0975
 AY0975.The orthometric height was determined by differential leveling
 AY0975.and adjusted by the National Geodetic Survey in 1992..
 AY0975.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0975.rate of 1.1 thru 2.0 mm/km.
 AY0975
 AY0975.The geoid height was determined by GEOID03.
 AY0975
 AY0975.The dynamic height is computed by dividing the NAVD 88
 AY0975.geopotential number by the normal gravity value computed on the
 AY0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0975.degrees latitude (g = 980.6199 gals.).
 AY0975
 AY0975.The modeled gravity was interpolated from observed gravity values.
 AY0975
 AY0975;                    North         East    Units  Estimated Accuracy
 AY0975;SPC TXSC     - 4,187,480.      645,560.      MT  (+/- 180 meters Scaled)
 AY0975
 AY0975                          SUPERSEDED SURVEY CONTROL
 AY0975
 AY0975  NGVD 29 (??/??/92)  241.816  (m)          793.36   (f) ADJ UNCH    1 2
 AY0975
 AY0975.Superseded values are not recommended for survey control.
 AY0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0975.See file dsdata.txt to determine how the superseded data were derived.
 AY0975
 AY0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT455661(NAD 83)
 AY0975_MARKER: DB = BENCH MARK DISK
 AY0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0975_STAMPING: A 909 1944
 AY0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0975+STABILITY: SURFACE MOTION
 AY0975
 AY0975  HISTORY     - Date     Condition        Report By
 AY0975  HISTORY     - 1944     MONUMENTED       CGS
 AY0975  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0975  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0975
 AY0975                          STATION DESCRIPTION
 AY0975
 AY0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AY0975'7.5 MI NW FROM SAN ANTONIO.
 AY0975'ABOUT 7.5 MILES NORTHWEST OF SAN ANTONIO, ALONG THE KERRVILLE BRANCH
 AY0975'OF THE TEXAS AND NEW ORLEANS RAILROAD AT MILEAGE 246.5.  IT IS 45 FEET
 AY0975'WEST OF THE CENTER LINE OF THE RAILROAD TRACKS, 50 FEET NORTH OF
 AY0975'TELEPHONE POLE H.E.62-1740, 170 FEET NORTH OF A RAILROAD BRIDGE AND 3
 AY0975'FEET NORTH OF A WHITE REFERENCE POST.
 AY0975
 AY0975                          STATION RECOVERY (1967)
 AY0975
 AY0975'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0975'MARK NOT FOUND.
 AY0975
 AY0975                          STATION RECOVERY (1995)
 AY0975
 AY0975'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1887 ***********************************************************************
 BK1887  DESIGNATION -  A 91
 BK1887  PID         -  BK1887
 BK1887  STATE/COUNTY-  TX/JASPER
 BK1887  USGS QUAD   -  JASPER EAST (1984)
 BK1887
 BK1887                         *CURRENT SURVEY CONTROL
 BK1887  ___________________________________________________________________
 BK1887* NAD 83(1986)-  30 55 13.     (N)    093 59 10.     (W)     SCALED    
 BK1887* NAVD 88     -        70.87   (+/-2cm)     232.5    (feet)  VERTCON   
 BK1887  ___________________________________________________________________
 BK1887  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BK1887
 BK1887  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1887
 BK1887.The horizontal coordinates were scaled from a topographic map and have
 BK1887.an estimated accuracy of +/- 6 seconds.
 BK1887
 BK1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1887.The vertical order pertains to the NGVD 29 superseded value.
 BK1887
 BK1887.The geoid height was determined by GEOID03.
 BK1887
 BK1887;                    North         East    Units  Estimated Accuracy
 BK1887;SPC TX C     - 3,156,270.    1,306,290.      MT  (+/- 180 meters Scaled)
 BK1887
 BK1887                          SUPERSEDED SURVEY CONTROL
 BK1887
 BK1887  NGVD 29 (??/??/??)   70.868  (m)          232.51   (f) ADJUSTED    1 2
 BK1887
 BK1887.Superseded values are not recommended for survey control.
 BK1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1887.See file dsdata.txt to determine how the superseded data were derived.
 BK1887
 BK1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ057211(NAD 83)
 BK1887_MARKER: DB = BENCH MARK DISK
 BK1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1887_STAMPING: 232.506 A 91 1932
 BK1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1887+STABILITY: SURFACE MOTION
 BK1887
 BK1887  HISTORY     - Date     Condition        Report By
 BK1887  HISTORY     - 1932     MONUMENTED       CGS
 BK1887  HISTORY     - 1935     GOOD             CGS
 BK1887
 BK1887                          STATION DESCRIPTION
 BK1887
 BK1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1887'0.4 MI S FROM JASPER.
 BK1887'0.4 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1887'STATION AT JASPER, JASPER COUNTY, 4 POLES NORTH OF MILE POLE 73, 5
 BK1887'RAILS NORTH OF THE WHISTLE POST, 250 FEET SOUTH OF TEXAS PIPE LINE CO.
 BK1887'OIL TANK 221, 150 FEET NORTH OF THE SECTION FOREMANS HOME, 80 FEET
 BK1887'WEST OF THE TRACK, AND AT THE FENCE LINE.  A STANDARD DISK, STAMPED
 BK1887'232.506 A 91 1932 AND SET IN THE TOP OF A CONCRETE POST.
 BK1887
 BK1887                          STATION RECOVERY (1935)
 BK1887
 BK1887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BK1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1888 ***********************************************************************
 BK1888  DESIGNATION -  A 91 RESET 1959
 BK1888  PID         -  BK1888
 BK1888  STATE/COUNTY-  TX/JASPER
 BK1888  USGS QUAD   -  JASPER EAST (1984)
 BK1888
 BK1888                         *CURRENT SURVEY CONTROL
 BK1888  ___________________________________________________________________
 BK1888* NAD 83(1986)-  30 55 11.     (N)    093 59 13.     (W)     SCALED    
 BK1888* NAVD 88     -        71.131  (meters)     233.37   (feet)  ADJUSTED  
 BK1888  ___________________________________________________________________
 BK1888  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BK1888  DYNAMIC HT  -          71.038 (meters)     233.06  (feet)  COMP
 BK1888  MODELED GRAV-     979,339.3   (mgal)                       NAVD 88
 BK1888
 BK1888  VERT ORDER  -  FIRST     CLASS II
 BK1888
 BK1888.The horizontal coordinates were scaled from a topographic map and have
 BK1888.an estimated accuracy of +/- 6 seconds.
 BK1888
 BK1888.The orthometric height was determined by differential leveling
 BK1888.and adjusted by the National Geodetic Survey in June 1991..
 BK1888
 BK1888.The geoid height was determined by GEOID03.
 BK1888
 BK1888.The dynamic height is computed by dividing the NAVD 88
 BK1888.geopotential number by the normal gravity value computed on the
 BK1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1888.degrees latitude (g = 980.6199 gals.).
 BK1888
 BK1888.The modeled gravity was interpolated from observed gravity values.
 BK1888
 BK1888;                    North         East    Units  Estimated Accuracy
 BK1888;SPC TX C     - 3,156,210.    1,306,210.      MT  (+/- 180 meters Scaled)
 BK1888
 BK1888                          SUPERSEDED SURVEY CONTROL
 BK1888
 BK1888  NGVD 29 (??/??/??)   71.125  (m)          233.35   (f) ADJUSTED    1 2
 BK1888
 BK1888.Superseded values are not recommended for survey control.
 BK1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1888.See file dsdata.txt to determine how the superseded data were derived.
 BK1888
 BK1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ056211(NAD 83)
 BK1888_MARKER: DB = BENCH MARK DISK
 BK1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1888_STAMPING: A 91 RESET 1959
 BK1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1888+STABILITY: SURFACE MOTION
 BK1888
 BK1888  HISTORY     - Date     Condition        Report By
 BK1888  HISTORY     - 1959     MONUMENTED       CGS
 BK1888  HISTORY     - 1979     GOOD             NGS
 BK1888
 BK1888                          STATION DESCRIPTION
 BK1888
 BK1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BK1888'0.4 MI S FROM JASPER.
 BK1888'THE MARK IS LOCATED 0.4 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA
 BK1888'FE RAILROAD FROM THE STATION AT JASPER, 7 POLES NORTH OF THE OVERPASS
 BK1888'ON U. S. HIGHWAY 190, AT THE SITE OF THE VISADOR CO.  IT IS 34.5 FEET
 BK1888'WEST OF THE WEST RAIL OF THE TRACK, 18.5 FEET WEST OF THE WEST RAIL OF
 BK1888'THE SIDE TRACK LEADING NORTHWEST TO THE VISADOR CO., 11.5 FEET WEST OF
 BK1888'THE PROJECTED PLANE OF THE EAST WALL OF A LARGE TIN BUILDING OF THE
 BK1888'VISADOR CO., 2 FEET SOUTH OF TELEGRAPH POLE 37 J, 16.5 FEET NORTH OF
 BK1888'THE CENTER OF A POWER LINE CROSSING THE TRACK, 39 FEET SOUTH OF THE
 BK1888'SOUTHEAST CORNER OF THE LARGE TIN BUILDING, 136.5 FEET NORTH OF THE
 BK1888'SWITCH STAND FOR THE SIDE TRACK LEADING NORTHWEST TO THE VISADOR CO.,
 BK1888'35.5 FEET NORTH OF THE CENTER OF THE UNITED GAS LINE, 42.5 FEET NORTH
 BK1888'OF THE CENTER OF A GAS METER AND 1 FOOT NORTHWEST OF A METAL WITNESS
 BK1888'POST BEARING A WHITE SIGN, AND SET IN THE TOP OF A 12-INCH ROUND
 BK1888'CONCRETE POST PROJECTING 6 INCHES.
 BK1888
 BK1888                          STATION RECOVERY (1979)
 BK1888
 BK1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0406 ***********************************************************************
 AH0406  DESIGNATION -  A 910
 AH0406  PID         -  AH0406
 AH0406  STATE/COUNTY-  TX/NUECES
 AH0406  USGS QUAD   -  OSO CREEK NE (1975)
 AH0406
 AH0406                         *CURRENT SURVEY CONTROL
 AH0406  ___________________________________________________________________
 AH0406* NAD 83(1993)-  27 42 05.92684(N)    097 16 37.90968(W)     ADJUSTED  
 AH0406* NAVD 88     -         3.522  (meters)      11.56   (feet)  ADJUSTED  
 AH0406  ___________________________________________________________________
 AH0406  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH0406  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AH0406  DYNAMIC HT  -           3.517 (meters)      11.54  (feet)  COMP
 AH0406  MODELED GRAV-     979,129.3   (mgal)                       NAVD 88
 AH0406
 AH0406  HORZ ORDER  -  SECOND
 AH0406  VERT ORDER  -  SECOND    CLASS 0
 AH0406
 AH0406.The horizontal coordinates were established by classical geodetic methods
 AH0406.and adjusted by the National Geodetic Survey in February 1996..
 AH0406.No horizontal observational check was made to the station.
 AH0406
 AH0406.The orthometric height was determined by differential leveling
 AH0406.and adjusted by the National Geodetic Survey in June 1991..
 AH0406
 AH0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0406
 AH0406.The geoid height was determined by GEOID03.
 AH0406
 AH0406.The dynamic height is computed by dividing the NAVD 88
 AH0406.geopotential number by the normal gravity value computed on the
 AH0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0406.degrees latitude (g = 980.6199 gals.).
 AH0406
 AH0406.The modeled gravity was interpolated from observed gravity values.
 AH0406
 AH0406;                    North         East     Units Scale Factor Converg.
 AH0406;SPC TX S     - 5,226,048.725   420,601.231   MT  0.99996931   +0 33 18.6
 AH0406;SPC TX S     -17,145,794.86  1,379,922.54   sFT  0.99996931   +0 33 18.6
 AH0406;UTM  14      - 3,065,340.364   669,869.214   MT  0.99995618   +0 48 03.8
 AH0406
 AH0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0406!SPC TX S     -   1.00000355  x   0.99996931  =   0.99997286
 AH0406!UTM  14      -   1.00000355  x   0.99995618  =   0.99995973
 AH0406
 AH0406                          SUPERSEDED SURVEY CONTROL
 AH0406
 AH0406  NAD 83(1986)-  27 42 05.93760(N)    097 16 37.88670(W) AD(       ) 2
 AH0406  NGVD 29 (??/??/92)    3.683  (m)           12.08   (f) ADJ UNCH    2 0
 AH0406
 AH0406.Superseded values are not recommended for survey control.
 AH0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0406.See file dsdata.txt to determine how the superseded data were derived.
 AH0406
 AH0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6986965340(NAD 83)
 AH0406_MARKER: DB = BENCH MARK DISK
 AH0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0406_SP_SET: BUILDING
 AH0406_STAMPING: A 910 1942
 AH0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0406
 AH0406  HISTORY     - Date     Condition        Report By
 AH0406  HISTORY     - 1942     MONUMENTED       CGS
 AH0406  HISTORY     - 1949     GOOD             NGS
 AH0406  HISTORY     - 1984     GOOD             USPSQD
 AH0406  HISTORY     - 1985     GOOD             NGS
 AH0406  HISTORY     - 19910626 MARK NOT FOUND   USPSQD
 AH0406  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0406
 AH0406                          STATION DESCRIPTION
 AH0406
 AH0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0406'IN CORPUS CHRISTI.
 AH0406'AT CORPUS CHRISTI NAVAL AIR STATION, NUECES COUNTY, 1.7 MILES NORTH OF
 AH0406'THE SOUTH GATE, AT THE SEAPLANE CONTROL TOWER, AND 1 FOOT WEST OF THE
 AH0406'WEST SIDE AND ENTRANCE TO HANGAR 42.  A STANDARD DISK, STAMPED A 910
 AH0406'1942.
 AH0406
 AH0406                          STATION RECOVERY (1984)
 AH0406
 AH0406'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0406'RECOVERED IN GOOD CONDITION.
 AH0406
 AH0406                          STATION RECOVERY (1985)
 AH0406
 AH0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH0406'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI)
 AH0406'SOUTHEAST OF CORPUS CHRISTI CITY HALL, AT THE CORPUS CHRISTI NAVAL
 AH0406'AIR STATION, 0.4 KM (0.25 MI) EAST-NORTHEAST OF THE NORTH GATE TO
 AH0406'THE NAVAL AIR STATION AND NEAR THE NORTHWEST CORNER OF HANGAR 42.
 AH0406'OWNERSHIP--CAPTAIN JERYL FUNDERBURK, COMMANDING OFFICER, CODE 1811,
 AH0406'NAVAL AIR STATION, CORPUS CHRISTI TX 78419, PHONE 512-939-2331.
 AH0406'
 AH0406'TO REACH THE STATION FROM THE NORTH GATE TO THE AIR STATION, GO
 AH0406'EASTERLY ON PAVED ROAD FOR 0.48 KM (0.3 MI) TO A CROSS STREET AND
 AH0406'AIRCRAFT TAXIWAY.  CONTINUE AHEAD FOR 0.16 KM (0.1 MI) TO A DRIVE
 AH0406'ON THE LEFT AND FOLLOW FIRE LANE ALONG WEST SIDE OF HANGAR 42 FOR
 AH0406'0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 AH0406'
 AH0406'THE STATION IS A STANDARD CGS DISK
 AH0406'STAMPED---A 910 1945---,
 AH0406'SET INTO A DRILL HOLE IN CONCRETE. LOCATED
 AH0406'11.2 METERS (36.9 FT) SOUTH FROM THE NORTHWEST CORNER OF HANGAR,
 AH0406'0.7 METER (2.4 FT) SOUTH FROM THE EDGE OF THE HANGAR DOORWAY AND
 AH0406'0.11 METER (0.35 FT) WEST FROM THE HANGAR DOOR.
 AH0406'
 AH0406'HEIGHT OF LIGHT SHOWN WAS 0.085 METER ABOVE THE MARK.
 AH0406'
 AH0406'AN EDM TIE WAS MADE TO STATION GAUGE.
 AH0406'
 AH0406'DESCRIBED BY D.L. MCFARLAND.
 AH0406
 AH0406                          STATION RECOVERY (1991)
 AH0406
 AH0406'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0406'MARK NOT FOUND.
 AH0406
 AH0406                          STATION RECOVERY (1997)
 AH0406
 AH0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0406'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0406'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1142 ***********************************************************************
 CS1142  DESIGNATION -  A 911
 CS1142  PID         -  CS1142
 CS1142  STATE/COUNTY-  TX/DALLAS
 CS1142  USGS QUAD   -  DUNCANVILLE (1981)
 CS1142
 CS1142                         *CURRENT SURVEY CONTROL
 CS1142  ___________________________________________________________________
 CS1142* NAD 83(1986)-  32 44 37.     (N)    096 57 57.     (W)     SCALED    
 CS1142* NAVD 88     -       148.33   (+/-2cm)     486.6    (feet)  VERTCON   
 CS1142  ___________________________________________________________________
 CS1142  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CS1142
 CS1142  VERT ORDER  -  FIRST     CLASS II (See Below)
 CS1142
 CS1142.The horizontal coordinates were scaled from a topographic map and have
 CS1142.an estimated accuracy of +/- 6 seconds.
 CS1142
 CS1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1142.The vertical order pertains to the NGVD 29 superseded value.
 CS1142
 CS1142.The geoid height was determined by GEOID03.
 CS1142
 CS1142;                    North         East    Units  Estimated Accuracy
 CS1142;SPC TXNC     - 2,120,470.      743,770.      MT  (+/- 180 meters Scaled)
 CS1142
 CS1142                          SUPERSEDED SURVEY CONTROL
 CS1142
 CS1142  NGVD 29 (??/??/92)  148.364  (m)          486.76   (f) ADJ UNCH    1 2
 CS1142
 CS1142.Superseded values are not recommended for survey control.
 CS1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1142.See file dsdata.txt to determine how the superseded data were derived.
 CS1142
 CS1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB905246(NAD 83)
 CS1142_MARKER: DB = BENCH MARK DISK
 CS1142_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CS1142+WITH SETTING: PAVEMENT
 CS1142_SP_SET: TOWER BASE
 CS1142_STAMPING: A 911 1945
 CS1142_MARK LOGO: CGS   
 CS1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1142+STABILITY: SURFACE MOTION
 CS1142
 CS1142  HISTORY     - Date     Condition        Report By
 CS1142  HISTORY     - 1945     MONUMENTED       CGS
 CS1142  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1142  HISTORY     - 1986     GOOD             NGS
 CS1142  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 CS1142
 CS1142                          STATION DESCRIPTION
 CS1142
 CS1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CS1142'2.2 MI E FROM GRAND PRAIRIE.
 CS1142'FROM THE TEXAS AND PACIFIC RAILROAD DEPOT IN GRAND PRAIRIE, GO EAST
 CS1142'ALONG RAILROAD 2.2 MILES TO ENTRANCE OF U.S. ARMY AIR CORP HENSLEY
 CS1142'FIELD TEXAS.  LOCATED AT THE SOUTHWEST LEG OF THE WOOD CONTROL TOWER
 CS1142'IN THE CONCRETE FOUNDATION, 30 FEET WEST OF THE GREY TIN HANGER, 25
 CS1142'FEET NORTHWEST OF THE OLD STEEL CONTROL TOWER, 100 FEET EAST OF RUNWAY
 CS1142'WHERE PLANES ARE PARKED, MARK IS 14 INCHES ABOVE GROUND LEVEL, DISK
 CS1142'SET IN DRILL HOLE.
 CS1142
 CS1142                          STATION RECOVERY (1958)
 CS1142
 CS1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1142'MARK NOT FOUND.
 CS1142
 CS1142                          STATION RECOVERY (1986)
 CS1142
 CS1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1142'RECOVERED IN GOOD CONDITION.
 CS1142
 CS1142                          STATION RECOVERY (2003)
 CS1142
 CS1142'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS1142'TOWER HAS BEEB REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0442 ***********************************************************************
 AH0442  DESIGNATION -  A 912
 AH0442  PID         -  AH0442
 AH0442  STATE/COUNTY-  TX/NUECES
 AH0442  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0442
 AH0442                         *CURRENT SURVEY CONTROL
 AH0442  ___________________________________________________________________
 AH0442* NAD 83(1986)-  27 34 33.     (N)    097 23 27.     (W)     SCALED    
 AH0442* NAVD 88     -         6.061  (meters)      19.89   (feet)  ADJUSTED  
 AH0442  ___________________________________________________________________
 AH0442  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AH0442  DYNAMIC HT  -           6.051 (meters)      19.85  (feet)  COMP
 AH0442  MODELED GRAV-     979,120.4   (mgal)                       NAVD 88
 AH0442
 AH0442  VERT ORDER  -  SECOND    CLASS 0
 AH0442
 AH0442.The horizontal coordinates were scaled from a topographic map and have
 AH0442.an estimated accuracy of +/- 6 seconds.
 AH0442
 AH0442.The orthometric height was determined by differential leveling
 AH0442.and adjusted by the National Geodetic Survey in June 1991..
 AH0442
 AH0442.The geoid height was determined by GEOID03.
 AH0442
 AH0442.The dynamic height is computed by dividing the NAVD 88
 AH0442.geopotential number by the normal gravity value computed on the
 AH0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0442.degrees latitude (g = 980.6199 gals.).
 AH0442
 AH0442.The modeled gravity was interpolated from observed gravity values.
 AH0442
 AH0442;                    North         East    Units  Estimated Accuracy
 AH0442;SPC TX S     - 5,212,010.      409,520.      MT  (+/- 180 meters Scaled)
 AH0442
 AH0442                          SUPERSEDED SURVEY CONTROL
 AH0442
 AH0442  NGVD 29 (??/??/92)    6.204  (m)           20.35   (f) ADJ UNCH    2 0
 AH0442
 AH0442.Superseded values are not recommended for survey control.
 AH0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0442.See file dsdata.txt to determine how the superseded data were derived.
 AH0442
 AH0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR588512(NAD 83)
 AH0442_MARKER: DB = BENCH MARK DISK
 AH0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0442_STAMPING: A 912 1945
 AH0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0442+STABILITY: SURFACE MOTION
 AH0442
 AH0442  HISTORY     - Date     Condition        Report By
 AH0442  HISTORY     - 1945     MONUMENTED       CGS
 AH0442  HISTORY     - 1949     GOOD             NGS
 AH0442
 AH0442                          STATION DESCRIPTION
 AH0442
 AH0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0442'2.0 MI E FROM CHAPMAN RANCH.
 AH0442'2.0 MILES EAST ALONG A PAVED ROAD FROM CHAPMAN RANCH HEADQUARTERS,
 AH0442'NUECES COUNTY, THENCE 2.0 MILES EAST ALONG A SHELL ROAD FROM THE ROAD
 AH0442'GATE AT THE WEST ENTRANCE TO KING RANCH, AND THENCE 1.0 MILE SOUTH
 AH0442'ALONG A SHELL ROAD.  0.9 MILE SOUTHEAST OF DEUTSCHES WINDMILL, 0.6
 AH0442'MILE SOUTH OF A SMALL LAKE, ON THE KING RANCH, AT THE ENTRANCE TO
 AH0442'OUTLYING FIELD 1 C (ABANDONED), 48 FEET WEST OF AN ACCESS ROAD, 18
 AH0442'FEET WEST OF THE ENTRANCE GATE, 1-1/2 FEET EAST OF A WHITE WOODEN
 AH0442'WITNESS POST, AND 1 FOOT NORTH OF A FENCE.  AN IRON DISK, STAMPED A
 AH0442'912 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES
 AH0442'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0351 ***********************************************************************
 EN0351  SACS        -  This is a Secondary Airport Control Station.
 EN0351  DESIGNATION -  A 913
 EN0351  PID         -  EN0351
 EN0351  STATE/COUNTY-  TX/HALE
 EN0351  USGS QUAD   -  PLAINVIEW (1965)
 EN0351
 EN0351                         *CURRENT SURVEY CONTROL
 EN0351  ___________________________________________________________________
 EN0351* NAD 83(1993)-  34 10 08.97897(N)    101 42 46.22651(W)     ADJUSTED  
 EN0351* NAVD 88     -      1027.222  (meters)    3370.14   (feet)  ADJUSTED  
 EN0351  ___________________________________________________________________
 EN0351  X           -  -1,072,600.545 (meters)                     COMP
 EN0351  Y           -  -5,173,552.929 (meters)                     COMP
 EN0351  Z           -   3,562,549.313 (meters)                     COMP
 EN0351  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 EN0351  ELLIP HEIGHT-        1001.03  (meters)          (02/05/01) GPS OBS
 EN0351  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EN0351  DYNAMIC HT  -        1025.911 (meters)    3365.84  (feet)  COMP
 EN0351  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 EN0351
 EN0351  HORZ ORDER  -  FIRST
 EN0351  VERT ORDER  -  SECOND    CLASS 0
 EN0351  ELLP ORDER  -  FIFTH     CLASS I
 EN0351
 EN0351.This mark is at Hale Co (PVW) Airport (PVW)
 EN0351
 EN0351.The horizontal coordinates were established by GPS observations
 EN0351.and adjusted by the National Geodetic Survey in June 1997..
 EN0351
 EN0351.The orthometric height was determined by differential leveling
 EN0351.and adjusted by the National Geodetic Survey in June 1991..
 EN0351
 EN0351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EN0351
 EN0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0351
 EN0351.The ellipsoidal height was determined by GPS observations
 EN0351.and is referenced to NAD 83.
 EN0351
 EN0351.The geoid height was determined by GEOID03.
 EN0351
 EN0351.The dynamic height is computed by dividing the NAVD 88
 EN0351.geopotential number by the normal gravity value computed on the
 EN0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0351.degrees latitude (g = 980.6199 gals.).
 EN0351
 EN0351.The modeled gravity was interpolated from observed gravity values.
 EN0351
 EN0351;                    North         East     Units Scale Factor Converg.
 EN0351;SPC TXNC     - 2,282,051.282   303,799.643   MT  1.00006277   -1 45 08.2
 EN0351;SPC TXNC     - 7,487,029.91    996,716.00   sFT  1.00006277   -1 45 08.2
 EN0351;UTM  14      - 3,784,238.819   249,937.974   MT  1.00037088   -1 31 27.9
 EN0351
 EN0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0351!SPC TXNC     -   0.99984288  x   1.00006277  =   0.99990564
 EN0351!UTM  14      -   0.99984288  x   1.00037088  =   1.00021370
 EN0351
 EN0351|---------------------------------------------------------------------|
 EN0351| PID    Reference Object                     Distance      Geod. Az  |
 EN0351|                                                           dddmmss.s |
 EN0351| EN0352 ARP 2 PVW                           351.197 METERS 25623     |
 EN0351|---------------------------------------------------------------------|
 EN0351
 EN0351                          SUPERSEDED SURVEY CONTROL
 EN0351
 EN0351  ELLIP H (06/13/97) 1001.05   (m)                       GP(       ) 5 1
 EN0351  NAVD 88 (06/13/97) 1027.22   (m)         3370.1    (f) LEVELING    3  
 EN0351  NGVD 29 (??/??/92) 1026.811  (m)         3368.80   (f) ADJ UNCH    2 0
 EN0351
 EN0351.Superseded values are not recommended for survey control.
 EN0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0351.See file dsdata.txt to determine how the superseded data were derived.
 EN0351
 EN0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4993884239(NAD 83)
 EN0351_MARKER: DB = BENCH MARK DISK
 EN0351_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EN0351_SP_SET: CONCRETE FOOTING
 EN0351_STAMPING: A 913 1952
 EN0351_MARK LOGO: CGS   
 EN0351_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0351+STABILITY: SURFACE MOTION
 EN0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0351+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1995
 EN0351
 EN0351  HISTORY     - Date     Condition        Report By
 EN0351  HISTORY     - 1952     MONUMENTED       CGS
 EN0351  HISTORY     - 1963     GOOD             NGS
 EN0351  HISTORY     - 1967     GOOD             NGS
 EN0351  HISTORY     - 19950526 GOOD             NGS
 EN0351
 EN0351                          STATION DESCRIPTION
 EN0351
 EN0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EN0351'IN PLAINVIEW.
 EN0351'THE MARK IS LOCATED AT THE HALE COUNTY AIRPORT.  16.3 FEET SW OF THE
 EN0351'STEEL POST AT THE ENTRANCE TO THE WEST EDGE OF THE PARKING APRON. 6.4
 EN0351'FEET NE OF THE NE CORNER OF A TWO CAR GARAGE AND SET IN THE NORTHEAST
 EN0351'EDGE OF THE CONCRETE BASE OF A WINDSOCK.
 EN0351
 EN0351                          STATION RECOVERY (1967)
 EN0351
 EN0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EN0351'RECOVERED IN GOOD CONDITION.
 EN0351
 EN0351                          STATION RECOVERY (1995)
 EN0351
 EN0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EN0351'THE STATION IS LOCATED IN THE SOUTH PART OF PLAINVIEW, ON THE HALE
 EN0351'COUNTY AIRPORT, NEAR THE SOUTH CORNER OF THE APRON SOUTHWEST OF THE
 EN0351'OFFICE, NORTHEAST OF THE NORTH CORNER OF A SMALL BUILDING.
 EN0351'OWNERSHIP--CITY OF PLAINVIEW AND HALE COUNTY, BOX 1870, PLAINVIEW TX
 EN0351'79072.  THE AIRPORT MANAGER IS MIKE HUTCHERSON, PHONE 806 293- 1307.
 EN0351'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 70 AND
 EN0351'BUSINESS HIGHWAY 27 IN PLAINVIEW, GO SOUTH 1.48 KM (0.90 MI) ALONG
 EN0351'BUSINESS HIGHWAY 27 TO PURCELL DRIVE, TURN RIGHT, WESTERLY, GO 0.22 TO
 EN0351'THE AIRPORT TERMINAL AND APRON GATE ON THE LEFT, PASS THROUGH THE
 EN0351'GATE, GO 0.46 KM (0.30 MI) SOUTHWEST ACROSS THE APRON, ALONG A HANGAR
 EN0351'AND CHAIN-LINK FENCE TO THE END OF THE APRON AND THE STATION.  THE
 EN0351'STATION IS IN TOP OF AND NEAR THE NORTHWEST EDGE OF A 24-INCH ROUND
 EN0351'CONCRETE BASE (55 GALON BARREL) .  5.1 M (16.7 FT) SOUTHWEST OF THE
 EN0351'END OF THE FENCE AND CORNER OF THE APRON, 1.8 NORTHEAST OF THE NORTH
 EN0351'CORNER OF A TWO CAR GARAGE, AND THE BASE IS PROJECTION 0.3 M (1.0 FT)
 EN0351'ABOVE THE GROUND SURFACE.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2055 ***********************************************************************
 CS2055  DESIGNATION -  A 914
 CS2055  PID         -  CS2055
 CS2055  STATE/COUNTY-  TX/HILL
 CS2055  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2055
 CS2055                         *CURRENT SURVEY CONTROL
 CS2055  ___________________________________________________________________
 CS2055* NAD 83(1986)-  32 00 20.     (N)    097 07 20.     (W)     SCALED    
 CS2055* NAVD 88     -       186.114  (meters)     610.61   (feet)  ADJUSTED  
 CS2055  ___________________________________________________________________
 CS2055  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CS2055  DYNAMIC HT  -         185.885 (meters)     609.86  (feet)  COMP
 CS2055  MODELED GRAV-     979,406.7   (mgal)                       NAVD 88
 CS2055
 CS2055  VERT ORDER  -  FIRST     CLASS II
 CS2055
 CS2055.The horizontal coordinates were scaled from a topographic map and have
 CS2055.an estimated accuracy of +/- 6 seconds.
 CS2055
 CS2055.The orthometric height was determined by differential leveling
 CS2055.and adjusted by the National Geodetic Survey in June 1991..
 CS2055.WARNING-Repeat measurements at this control monument indicate possible
 CS2055.vertical movement.
 CS2055
 CS2055.The geoid height was determined by GEOID03.
 CS2055
 CS2055.The dynamic height is computed by dividing the NAVD 88
 CS2055.geopotential number by the normal gravity value computed on the
 CS2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2055.degrees latitude (g = 980.6199 gals.).
 CS2055
 CS2055.The modeled gravity was interpolated from observed gravity values.
 CS2055
 CS2055;                    North         East    Units  Estimated Accuracy
 CS2055;SPC TXNC     - 2,038,440.      730,180.      MT  (+/- 180 meters Scaled)
 CS2055
 CS2055                          SUPERSEDED SURVEY CONTROL
 CS2055
 CS2055.No superseded survey control is available for this station.
 CS2055
 CS2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA773425(NAD 83)
 CS2055_MARKER: DB = BENCH MARK DISK
 CS2055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2055_SP_SET: CULVERT
 CS2055_STAMPING: A 914 1946
 CS2055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2055
 CS2055  HISTORY     - Date     Condition        Report By
 CS2055  HISTORY     - 1946     MONUMENTED       CGS
 CS2055  HISTORY     - 1952     GOOD             NGS
 CS2055  HISTORY     - 1980     GOOD             NGS
 CS2055  HISTORY     - 19950408 GOOD             USPSQD
 CS2055  HISTORY     - 19950715 GOOD             USPSQD
 CS2055
 CS2055                          STATION DESCRIPTION
 CS2055
 CS2055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2055'0.9 MI SE FROM HILLSBORO.
 CS2055'0.5 MILE SOUTH ALONG U.S. HIGHWAYS 81 AND 77 FROM THE POST OFFICE AT
 CS2055'HILLSBORO, THENCE 0.4 MILE EAST ALONG STATE HIGHWAYS 171 AND 22, 126
 CS2055'FEET WEST OF THE CENTER LINE OF A STREET LEADING SOUTH, 29 FEET SOUTH
 CS2055'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST AND OF
 CS2055'THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 CS2055
 CS2055                          STATION RECOVERY (1980)
 CS2055
 CS2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2055'0.8 KM. (0.5 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 CS2055'COURTHOUSE IN HILLSBORO, THENCE 0.65 KM. (0.4 MI.) EAST ALONG STATE
 CS2055'HIGHWAY 171, IN THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE
 CS2055'CULVERT UNDER THE HIGHWAY, 38.4 M. (126 FT.) WEST OF THE CENTERLINE OF
 CS2055'A STREET LEADING SOUTH, 8.8 M. (29.0 FT.) SOUTH OF THE CENTERLINE OF
 CS2055'THE HIGHWAY.
 CS2055'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CS2055
 CS2055                          STATION RECOVERY (1995)
 CS2055
 CS2055'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2055'RECOVERED IN GOOD CONDITION.
 CS2055
 CS2055                          STATION RECOVERY (1995)
 CS2055
 CS2055'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0116 ***********************************************************************
 AP0116  DESIGNATION -  A 916
 AP0116  PID         -  AP0116
 AP0116  STATE/COUNTY-  TX/MAVERICK
 AP0116  USGS QUAD   -  QUEMADO SE (1974)
 AP0116
 AP0116                         *CURRENT SURVEY CONTROL
 AP0116  ___________________________________________________________________
 AP0116* NAD 83(1986)-  28 47 19.     (N)    100 31 01.     (W)     SCALED    
 AP0116* NAVD 88     -       253.517  (meters)     831.75   (feet)  ADJUSTED  
 AP0116  ___________________________________________________________________
 AP0116  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AP0116  DYNAMIC HT  -         253.140 (meters)     830.51  (feet)  COMP
 AP0116  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 AP0116
 AP0116  VERT ORDER  -  FIRST     CLASS II
 AP0116
 AP0116.The horizontal coordinates were scaled from a topographic map and have
 AP0116.an estimated accuracy of +/- 6 seconds.
 AP0116
 AP0116.The orthometric height was determined by differential leveling
 AP0116.and adjusted by the National Geodetic Survey in June 1991..
 AP0116.WARNING-Repeat measurements at this control monument indicate possible
 AP0116.vertical movement.
 AP0116
 AP0116.The geoid height was determined by GEOID03.
 AP0116
 AP0116.The dynamic height is computed by dividing the NAVD 88
 AP0116.geopotential number by the normal gravity value computed on the
 AP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0116.degrees latitude (g = 980.6199 gals.).
 AP0116
 AP0116.The modeled gravity was interpolated from observed gravity values.
 AP0116
 AP0116;                    North         East    Units  Estimated Accuracy
 AP0116;SPC TXSC     - 4,106,830.      451,910.      MT  (+/- 180 meters Scaled)
 AP0116
 AP0116                          SUPERSEDED SURVEY CONTROL
 AP0116
 AP0116  NGVD 29 (??/??/92)  253.382  (m)          831.30   (f) ADJ UNCH    1 2
 AP0116
 AP0116.Superseded values are not recommended for survey control.
 AP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0116.See file dsdata.txt to determine how the superseded data were derived.
 AP0116
 AP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS519855(NAD 83)
 AP0116_MARKER: DB = BENCH MARK DISK
 AP0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0116_SP_SET: CULVERT
 AP0116_STAMPING: A 916 1944
 AP0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0116
 AP0116  HISTORY     - Date     Condition        Report By
 AP0116  HISTORY     - 1944     MONUMENTED       CGS
 AP0116  HISTORY     - 1957     GOOD             NGS
 AP0116  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0116
 AP0116                          STATION DESCRIPTION
 AP0116
 AP0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0116'7.45 MI NW FROM EAGLE PASS.
 AP0116'4.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0116'STATION AT EAGLE PASS, THENCE 0.1 MILE NORTHWEST ACROSS A FIELD,
 AP0116'THENCE 0.9 MILE SOUTHWEST ALONG FARM ROAD 1588, THENCE 2.35 MILES
 AP0116'NORTHWEST ALONG U.S. HIGHWAY 277, 0.3 MILE SOUTHEAST OF A CURVE IN THE
 AP0116'HIGHWAY, 17.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AP0116'THE TOP OF THE CENTER OF THE NORTHEAST HEADWALL OF A SMALL CONCRETE
 AP0116'CULVERT.
 AP0116
 AP0116                          STATION RECOVERY (1982)
 AP0116
 AP0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0116'NOT RECOVERED, HIGHWAY HAS BEEN WIDENED, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0360 ***********************************************************************
 CA0360  DESIGNATION -  A 917 RESET 1957
 CA0360  PID         -  CA0360
 CA0360  STATE/COUNTY-  TX/BROWN
 CA0360  USGS QUAD   -  OWENS (1978)
 CA0360
 CA0360                         *CURRENT SURVEY CONTROL
 CA0360  ___________________________________________________________________
 CA0360* NAD 83(1986)-  31 45 20.     (N)    098 57 36.     (W)     SCALED    
 CA0360* NAVD 88     -       417.45   (+/-2cm)    1369.6    (feet)  VERTCON   
 CA0360  ___________________________________________________________________
 CA0360  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CA0360
 CA0360  VERT ORDER  -  THIRD (See Below)
 CA0360
 CA0360.The horizontal coordinates were scaled from a topographic map and have
 CA0360.an estimated accuracy of +/- 6 seconds.
 CA0360
 CA0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0360.The vertical order pertains to the NGVD 29 superseded value.
 CA0360
 CA0360.The geoid height was determined by GEOID03.
 CA0360
 CA0360;                    North         East    Units  Estimated Accuracy
 CA0360;SPC TX C     - 3,232,380.      830,110.      MT  (+/- 180 meters Scaled)
 CA0360
 CA0360                          SUPERSEDED SURVEY CONTROL
 CA0360
 CA0360  NGVD 29 (??/??/??)  417.36   (m)         1369.3    (f) RESET       3  
 CA0360
 CA0360.Superseded values are not recommended for survey control.
 CA0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0360.See file dsdata.txt to determine how the superseded data were derived.
 CA0360
 CA0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA037133(NAD 83)
 CA0360_MARKER: DB = BENCH MARK DISK
 CA0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0360_SP_SET: CULVERT
 CA0360_STAMPING: A 917 1945
 CA0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0360
 CA0360  HISTORY     - Date     Condition        Report By
 CA0360  HISTORY     - 1945     MONUMENTED       TXHD
 CA0360  HISTORY     - 1957     GOOD             NGS
 CA0360
 CA0360                          STATION DESCRIPTION
 CA0360
 CA0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CA0360'3 MI NE FROM BROWNWOOD.
 CA0360'3 MILES NORTH OF BROWNWOOD ON U.S. HIGHWAY 183, DISK IN TOP OF NEW
 CA0360'HEADWALL CONCRETE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0559 ***********************************************************************
 CT0559  DESIGNATION -  A 918
 CT0559  PID         -  CT0559
 CT0559  STATE/COUNTY-  TX/TAYLOR
 CT0559  USGS QUAD   -  ABILENE WEST (1987)
 CT0559
 CT0559                         *CURRENT SURVEY CONTROL
 CT0559  ___________________________________________________________________
 CT0559* NAD 83(1986)-  32 27 26.     (N)    099 52 18.     (W)     SCALED    
 CT0559* NAVD 88     -       547.528  (meters)    1796.35   (feet)  ADJUSTED  
 CT0559  ___________________________________________________________________
 CT0559  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CT0559  DYNAMIC HT  -         546.817 (meters)    1794.02  (feet)  COMP
 CT0559  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 CT0559
 CT0559  VERT ORDER  -  FIRST     CLASS II
 CT0559
 CT0559.The horizontal coordinates were scaled from a topographic map and have
 CT0559.an estimated accuracy of +/- 6 seconds.
 CT0559
 CT0559.The orthometric height was determined by differential leveling
 CT0559.and adjusted by the National Geodetic Survey in June 1991..
 CT0559.WARNING-Repeat measurements at this control monument indicate possible
 CT0559.vertical movement.
 CT0559
 CT0559.The geoid height was determined by GEOID03.
 CT0559
 CT0559.The dynamic height is computed by dividing the NAVD 88
 CT0559.geopotential number by the normal gravity value computed on the
 CT0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0559.degrees latitude (g = 980.6199 gals.).
 CT0559
 CT0559.The modeled gravity was interpolated from observed gravity values.
 CT0559
 CT0559;                    North         East    Units  Estimated Accuracy
 CT0559;SPC TXNC     - 2,088,510.      471,050.      MT  (+/- 180 meters Scaled)
 CT0559
 CT0559                          SUPERSEDED SURVEY CONTROL
 CT0559
 CT0559  NGVD 29 (??/??/92)  547.355  (m)         1795.78   (f) ADJ UNCH    1 2
 CT0559
 CT0559.Superseded values are not recommended for survey control.
 CT0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0559.See file dsdata.txt to determine how the superseded data were derived.
 CT0559
 CT0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA180914(NAD 83)
 CT0559_MARKER: DB = BENCH MARK DISK
 CT0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0559_SP_SET: CULVERT
 CT0559_STAMPING: A 918 1945
 CT0559_MARK LOGO: CGS   
 CT0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0559
 CT0559  HISTORY     - Date     Condition        Report By
 CT0559  HISTORY     - 1945     MONUMENTED       CGS
 CT0559  HISTORY     - 1956     GOOD             NGS
 CT0559  HISTORY     - 1968     GOOD             NGS
 CT0559  HISTORY     - 1982     GOOD             NGS
 CT0559  HISTORY     - 19940817 GOOD             USPSQD
 CT0559  HISTORY     - 20011013 GOOD             USPSQD
 CT0559
 CT0559                          STATION DESCRIPTION
 CT0559
 CT0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0559'0.05 MI W FROM TYE.
 CT0559'0.05 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0559'OFFICE AT TYE, AT THE CROSSING OF FARM ROAD 707, 39.5 FEET SOUTH OF
 CT0559'THE SOUTH RAIL OF THE MAIN TRACK, 21 FEET WEST OF THE CENTER LINE OF
 CT0559'THE FARM ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF
 CT0559'A CONCRETE CULVERT UNDER THE FARM ROAD.
 CT0559
 CT0559                          STATION RECOVERY (1968)
 CT0559
 CT0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CT0559'RECOVERED IN GOOD CONDITION.
 CT0559
 CT0559                          STATION RECOVERY (1982)
 CT0559
 CT0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0559'8.1 KM (5.05 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0559'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0559'ABILENE, AT THE JUNCTION OF FARM ROAD 707 IN THE COMMUNITY OF TYE, IN
 CT0559'TOP OF AND 0.6 METER (2.0 FT) NORTH OF THE SOUTH END OF THE WEST
 CT0559'HEADWALL OF A CONCRETE BOX CULVERT, 12.0 METERS (39.4 FT) SOUTH OF THE
 CT0559'NEAR RAIL AND 6.4 METERS (21.0 FT) WEST OF THE CENTERLINE OF THE FARM
 CT0559'ROAD.
 CT0559'THE MARK IS 0.3 M BELOW THE ROAD.
 CT0559
 CT0559                          STATION RECOVERY (1994)
 CT0559
 CT0559'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0559'RECOVERED IN GOOD CONDITION.
 CT0559
 CT0559                          STATION RECOVERY (2001)
 CT0559
 CT0559'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0748 ***********************************************************************
 AH0748  DESIGNATION -  A 919
 AH0748  PID         -  AH0748
 AH0748  STATE/COUNTY-  TX/NUECES
 AH0748  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0748
 AH0748                         *CURRENT SURVEY CONTROL
 AH0748  ___________________________________________________________________
 AH0748* NAD 83(1986)-  27 34 44.     (N)    097 50 36.     (W)     SCALED    
 AH0748* NAVD 88     -        19.635  (meters)      64.42   (feet)  POSTED    
 AH0748  ___________________________________________________________________
 AH0748  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AH0748  DYNAMIC HT  -          19.600 (meters)      64.30  (feet)  COMP
 AH0748  MODELED GRAV-     979,099.2   (mgal)                       NAVD 88
 AH0748
 AH0748  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AH0748
 AH0748.The horizontal coordinates were scaled from a topographic map and have
 AH0748.an estimated accuracy of +/- 6 seconds.
 AH0748
 AH0748.The orthometric height was determined by differential leveling
 AH0748.and adjusted by the National Geodetic Survey in 1992..
 AH0748.No vertical observational check was made to the station.
 AH0748.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AH0748.was located on a no-check spur therefore a value was not computed.
 AH0748
 AH0748.The geoid height was determined by GEOID03.
 AH0748
 AH0748.The dynamic height is computed by dividing the NAVD 88
 AH0748.geopotential number by the normal gravity value computed on the
 AH0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0748.degrees latitude (g = 980.6199 gals.).
 AH0748
 AH0748.The modeled gravity was interpolated from observed gravity values.
 AH0748
 AH0748;                    North         East    Units  Estimated Accuracy
 AH0748;SPC TX S     - 5,212,030.      364,840.      MT  (+/- 180 meters Scaled)
 AH0748
 AH0748                          SUPERSEDED SURVEY CONTROL
 AH0748
 AH0748  NGVD 29 (??/??/92)   19.747  (m)           64.79   (f) ADJ UNCH    1 2
 AH0748
 AH0748.Superseded values are not recommended for survey control.
 AH0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0748.See file dsdata.txt to determine how the superseded data were derived.
 AH0748
 AH0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR141510(NAD 83)
 AH0748_MARKER: DB = BENCH MARK DISK
 AH0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0748_SP_SET: CULVERT
 AH0748_STAMPING: A 919 1945
 AH0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0748
 AH0748  HISTORY     - Date     Condition        Report By
 AH0748  HISTORY     - 1945     MONUMENTED       CGS
 AH0748  HISTORY     - 1975     GOOD             USGS
 AH0748  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0748
 AH0748                          STATION DESCRIPTION
 AH0748
 AH0748'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0748'3.0 MI SW FROM BISHOP.
 AH0748'1.3 MILES SOUTH-SOUTHWEST ALONG STATE HWY. 428 (U.S. HWY 77 BUSINESS)
 AH0748'FROM MAIN STREET AT BISHOP, TO A PAVED ROAD WEST, ON THE NORTH SIDE OF
 AH0748'THE CELANESE PLANT, 1.7 MILES WEST, 31 FT. WEST OF THE CENTERLINE OF
 AH0748'SECTION LINE ROAD, 20 FT. SOUTH OF THE CENTERLINE OF SECTION THE SOUTH
 AH0748'HEADWALL OF A LARGE CONCRETE CULVERT, 1.1 FT. BELOW ROAD JCT. AN IRON
 AH0748'DISK SET FLUSH IN HEADWALL.
 AH0748
 AH0748                          STATION RECOVERY (1997)
 AH0748
 AH0748'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0001 ***********************************************************************
 BY0001  DESIGNATION -  A 92
 BY0001  PID         -  BY0001
 BY0001  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0001  USGS QUAD   -  SAN AUGUSTINE EAST (1984)
 BY0001
 BY0001                         *CURRENT SURVEY CONTROL
 BY0001  ___________________________________________________________________
 BY0001* NAD 83(1986)-  31 31 19.     (N)    094 07 01.     (W)     SCALED    
 BY0001* NAVD 88     -        90.32   (+/-2cm)     296.3    (feet)  VERTCON   
 BY0001  ___________________________________________________________________
 BY0001  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BY0001
 BY0001  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0001
 BY0001.The horizontal coordinates were scaled from a topographic map and have
 BY0001.an estimated accuracy of +/- 6 seconds.
 BY0001
 BY0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0001.The vertical order pertains to the NGVD 29 superseded value.
 BY0001
 BY0001.The geoid height was determined by GEOID03.
 BY0001
 BY0001;                    North         East    Units  Estimated Accuracy
 BY0001;SPC TX C     - 3,222,160.    1,290,080.      MT  (+/- 180 meters Scaled)
 BY0001
 BY0001                          SUPERSEDED SURVEY CONTROL
 BY0001
 BY0001  NGVD 29 (??/??/92)   90.352  (m)          296.43   (f) ADJ UNCH    1 2
 BY0001
 BY0001.Superseded values are not recommended for survey control.
 BY0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0001.See file dsdata.txt to determine how the superseded data were derived.
 BY0001
 BY0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ939879(NAD 83)
 BY0001_MARKER: DB = BENCH MARK DISK
 BY0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0001+STABILITY: SURFACE MOTION
 BY0001
 BY0001  HISTORY     - Date     Condition        Report By
 BY0001  HISTORY     - UNK      MONUMENTED       CGS
 BY0001  HISTORY     - 1932     GOOD             NGS
 BY0001  HISTORY     - 1969     GOOD             TXHD
 BY0001  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0001
 BY0001                          STATION DESCRIPTION
 BY0001
 BY0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0001'0.5 MI S FROM SAN AUGUSTINE.
 BY0001'0.5 MILE SOUTH OF THE STATION AT SAN AUGUSTINE ON THE G.C. AND
 BY0001'S.F.R.R., 110 FEET EAST OF THE TRACK ON THE FENCE LINE, 25 FEET NORTH
 BY0001'OF TELEGRAPH POLE, 150 FEET NORTHWEST OF SECTION HOUSE, 2 1/4 POLES
 BY0001'SOUTH OF MILE POLE NO. 120, 1 1/4 POLES SOUTH OF CULVERT NO. 119-D.
 BY0001'NOTE-- BM IS COVERED BY 3.75 FT. OF FILL DIRT.
 BY0001
 BY0001                          STATION RECOVERY (1969)
 BY0001
 BY0001'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1969
 BY0001'RECOVERED IN GOOD CONDITION.
 BY0001
 BY0001                          STATION RECOVERY (1979)
 BY0001
 BY0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0428 ***********************************************************************
 AH0428  DESIGNATION -  A 920
 AH0428  PID         -  AH0428
 AH0428  STATE/COUNTY-  TX/KLEBERG
 AH0428  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0428
 AH0428                         *CURRENT SURVEY CONTROL
 AH0428  ___________________________________________________________________
 AH0428* NAD 83(1986)-  27 31 40.     (N)    097 26 35.     (W)     SCALED    
 AH0428* NAVD 88     -         6.265  (meters)      20.55   (feet)  ADJUSTED  
 AH0428  ___________________________________________________________________
 AH0428  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AH0428  DYNAMIC HT  -           6.255 (meters)      20.52  (feet)  COMP
 AH0428  MODELED GRAV-     979,117.5   (mgal)                       NAVD 88
 AH0428
 AH0428  VERT ORDER  -  SECOND    CLASS 0
 AH0428
 AH0428.The horizontal coordinates were scaled from a topographic map and have
 AH0428.an estimated accuracy of +/- 6 seconds.
 AH0428
 AH0428.The orthometric height was determined by differential leveling
 AH0428.and adjusted by the National Geodetic Survey in June 1991..
 AH0428
 AH0428.The geoid height was determined by GEOID03.
 AH0428
 AH0428.The dynamic height is computed by dividing the NAVD 88
 AH0428.geopotential number by the normal gravity value computed on the
 AH0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0428.degrees latitude (g = 980.6199 gals.).
 AH0428
 AH0428.The modeled gravity was interpolated from observed gravity values.
 AH0428
 AH0428;                    North         East    Units  Estimated Accuracy
 AH0428;SPC TX S     - 5,206,640.      404,410.      MT  (+/- 180 meters Scaled)
 AH0428
 AH0428                          SUPERSEDED SURVEY CONTROL
 AH0428
 AH0428  NGVD 29 (??/??/92)    6.394  (m)           20.98   (f) ADJ UNCH    2 0
 AH0428
 AH0428.Superseded values are not recommended for survey control.
 AH0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0428.See file dsdata.txt to determine how the superseded data were derived.
 AH0428
 AH0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR537458(NAD 83)
 AH0428_MARKER: DB = BENCH MARK DISK
 AH0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0428_SP_SET: CULVERT
 AH0428_STAMPING: A 920 1945
 AH0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0428
 AH0428  HISTORY     - Date     Condition        Report By
 AH0428  HISTORY     - 1945     MONUMENTED       CGS
 AH0428  HISTORY     - 1949     GOOD             NGS
 AH0428
 AH0428                          STATION DESCRIPTION
 AH0428
 AH0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0428'3.3 MI SE FROM KING RANCH.
 AH0428'3.3 MILES SOUTHEAST ALONG A ROAD FROM THE LAURELES DIVISION
 AH0428'HEADQUARTERS OF THE KING RANCH, KLEBERG COUNTY, THENCE 2.1 MILES
 AH0428'NORTHEAST ALONG A ROAD FROM OUTLYING FIELD 12 (ABANDONED).  1.1 MILES
 AH0428'SOUTHWEST OF OUTLYING FIELD 1-D (ABANDONED), 15 FEET NORTHWEST OF THE
 AH0428'CENTER LINE OF THE ROAD, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 AH0428'NORTHWEST HEAD WALL, AND 10 INCHES HIGHER THAN THE ROAD.  AN IRON
 AH0428'DISK, STAMPED A 920 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1306 ***********************************************************************
 CS1306  DESIGNATION -  A 921
 CS1306  PID         -  CS1306
 CS1306  STATE/COUNTY-  TX/DALLAS
 CS1306  USGS QUAD   -  CARROLLTON (1981)
 CS1306
 CS1306                         *CURRENT SURVEY CONTROL
 CS1306  ___________________________________________________________________
 CS1306* NAD 83(1986)-  32 57 12.     (N)    096 53 41.     (W)     SCALED    
 CS1306* NAVD 88     -       158.720  (meters)     520.73   (feet)  ADJUSTED  
 CS1306  ___________________________________________________________________
 CS1306  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CS1306  DYNAMIC HT  -         158.540 (meters)     520.14  (feet)  COMP
 CS1306  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 CS1306
 CS1306  VERT ORDER  -  SECOND    CLASS 0
 CS1306
 CS1306.The horizontal coordinates were scaled from a topographic map and have
 CS1306.an estimated accuracy of +/- 6 seconds.
 CS1306
 CS1306.The orthometric height was determined by differential leveling
 CS1306.and adjusted by the National Geodetic Survey in June 1991..
 CS1306
 CS1306.The geoid height was determined by GEOID03.
 CS1306
 CS1306.The dynamic height is computed by dividing the NAVD 88
 CS1306.geopotential number by the normal gravity value computed on the
 CS1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1306.degrees latitude (g = 980.6199 gals.).
 CS1306
 CS1306.The modeled gravity was interpolated from observed gravity values.
 CS1306
 CS1306;                    North         East    Units  Estimated Accuracy
 CS1306;SPC TXNC     - 2,143,830.      750,070.      MT  (+/- 180 meters Scaled)
 CS1306
 CS1306                          SUPERSEDED SURVEY CONTROL
 CS1306
 CS1306  NGVD 29 (??/??/92)  158.719  (m)          520.73   (f) ADJ UNCH    2 0
 CS1306
 CS1306.Superseded values are not recommended for survey control.
 CS1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1306.See file dsdata.txt to determine how the superseded data were derived.
 CS1306
 CS1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB967480(NAD 83)
 CS1306_MARKER: DB = BENCH MARK DISK
 CS1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1306_STAMPING: A 921 1946
 CS1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1306+STABILITY: SURFACE MOTION
 CS1306
 CS1306  HISTORY     - Date     Condition        Report By
 CS1306  HISTORY     - 1946     MONUMENTED       CGS
 CS1306  HISTORY     - 1959     GOOD             NGS
 CS1306  HISTORY     - 20000209 MARK NOT FOUND   USPSQD
 CS1306
 CS1306                          STATION DESCRIPTION
 CS1306
 CS1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1306'IN CARROLLTON.
 CS1306'0.9 MILE EAST OF THE CITY HALL IN CARROLLTON, IN THE SOUTHWEST CORNER
 CS1306'OF THE INTERSECTION OF COLLEGE AVENUE AND PERRY ROAD, 7 FEET WEST OF
 CS1306'THE WEST CURB OF PERRY AND 7 FEET SOUTH OF THE SOUTH CURB OF COLLEGE.
 CS1306'A STANDARD DISK STAMPED A 921 1946 IN A CONCRETE POST WHICH PROJECTS
 CS1306'ABOUT 1 FOOT.
 CS1306
 CS1306                          STATION RECOVERY (2000)
 CS1306
 CS1306'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0380 ***********************************************************************
 DN0380  DESIGNATION -  A 923
 DN0380  PID         -  DN0380
 DN0380  STATE/COUNTY-  TX/COLLIN
 DN0380  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0380
 DN0380                         *CURRENT SURVEY CONTROL
 DN0380  ___________________________________________________________________
 DN0380* NAD 83(1986)-  33 09 27.     (N)    096 37 54.     (W)     SCALED    
 DN0380* NAVD 88     -       193.117  (meters)     633.58   (feet)  ADJUSTED  
 DN0380  ___________________________________________________________________
 DN0380  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DN0380  DYNAMIC HT  -         192.907 (meters)     632.90  (feet)  COMP
 DN0380  MODELED GRAV-     979,546.0   (mgal)                       NAVD 88
 DN0380
 DN0380  VERT ORDER  -  SECOND    CLASS 0
 DN0380
 DN0380.The horizontal coordinates were scaled from a topographic map and have
 DN0380.an estimated accuracy of +/- 6 seconds.
 DN0380
 DN0380.The orthometric height was determined by differential leveling
 DN0380.and adjusted by the National Geodetic Survey in June 1991..
 DN0380.WARNING-Repeat measurements at this control monument indicate possible
 DN0380.vertical movement.
 DN0380
 DN0380.The geoid height was determined by GEOID03.
 DN0380
 DN0380.The dynamic height is computed by dividing the NAVD 88
 DN0380.geopotential number by the normal gravity value computed on the
 DN0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0380.degrees latitude (g = 980.6199 gals.).
 DN0380
 DN0380.The modeled gravity was interpolated from observed gravity values.
 DN0380
 DN0380;                    North         East    Units  Estimated Accuracy
 DN0380;SPC TXNC     - 2,166,870.      774,260.      MT  (+/- 180 meters Scaled)
 DN0380
 DN0380                          SUPERSEDED SURVEY CONTROL
 DN0380
 DN0380  NGVD 29 (??/??/92)  193.135  (m)          633.64   (f) ADJ UNCH    2 0
 DN0380
 DN0380.Superseded values are not recommended for survey control.
 DN0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0380.See file dsdata.txt to determine how the superseded data were derived.
 DN0380
 DN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB208712(NAD 83)
 DN0380_MARKER: DB = BENCH MARK DISK
 DN0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0380_STAMPING: A 923 1946
 DN0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0380+STABILITY: SURFACE MOTION
 DN0380
 DN0380  HISTORY     - Date     Condition        Report By
 DN0380  HISTORY     - 1946     MONUMENTED       CGS
 DN0380  HISTORY     - 1960     GOOD             USGS
 DN0380  HISTORY     - 19910715 POOR             USPSQD
 DN0380  HISTORY     - 19910907 MARK NOT FOUND   USPSQD
 DN0380  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0380
 DN0380                          STATION DESCRIPTION
 DN0380
 DN0380'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DN0380'1.25 MI S FROM MCKINNEY.
 DN0380'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75, (BUSINESS ROUTE), FROM THE
 DN0380'COURTHOUSE AT MCKINNEY, THENCE 1.3 MILES SOUTH ALONG U.S. HIGHWAY 75
 DN0380'TO JUNCTION OF STATE HIGHWAY 5, THENCE 2.0 MILES SOUTH ALONG STATE
 DN0380'HIGHWAY 5 TO JUNCTION OF Y-ROAD WEST, 132 FEET SOUTH OF CENTERLINE OF
 DN0380'Y-ROAD AND WEST EDGE OF HIGHWAY, 239 FEET NE OF THE NE CORNER OF
 DN0380'FAIRVIEW GROCERY STORE, 153 FEET NW OF THE NW CORNER OF MOUNT OLIVE
 DN0380'BAPTIST CHURCH, 38.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN
 DN0380'THE CENTER OF A GRASSY TRIANGLE OF A T-ROAD WEST AND Y-ROAD WEST, 1.4
 DN0380'FEET ABOVE HIGHWAY, IN A CONCRETE POST SET FLUSH, A STANDARD TABLET
 DN0380'STAMPED A 923 1946.
 DN0380
 DN0380                          STATION RECOVERY (1991)
 DN0380
 DN0380'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0380'MARK RECOVERED IN POOR CONDITION.
 DN0380
 DN0380                          STATION RECOVERY (1991)
 DN0380
 DN0380'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0380'MARK NOT FOUND.
 DN0380
 DN0380                          STATION RECOVERY (2005)
 DN0380
 DN0380'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1201 ***********************************************************************
 CS1201  DESIGNATION -  A 924
 CS1201  PID         -  CS1201
 CS1201  STATE/COUNTY-  TX/DALLAS
 CS1201  USGS QUAD   -  DALLAS (1981)
 CS1201
 CS1201                         *CURRENT SURVEY CONTROL
 CS1201  ___________________________________________________________________
 CS1201* NAD 83(1986)-  32 51 22.     (N)    096 45 02.     (W)     SCALED    
 CS1201* NAVD 88     -       172.733  (meters)     566.71   (feet)  ADJUSTED  
 CS1201  ___________________________________________________________________
 CS1201  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CS1201  DYNAMIC HT  -         172.539 (meters)     566.07  (feet)  COMP
 CS1201  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 CS1201
 CS1201  VERT ORDER  -  FIRST     CLASS II
 CS1201
 CS1201.The horizontal coordinates were scaled from a topographic map and have
 CS1201.an estimated accuracy of +/- 6 seconds.
 CS1201
 CS1201.The orthometric height was determined by differential leveling
 CS1201.and adjusted by the National Geodetic Survey in June 1991..
 CS1201.WARNING-Repeat measurements at this control monument indicate possible
 CS1201.vertical movement.
 CS1201
 CS1201.The geoid height was determined by GEOID03.
 CS1201
 CS1201.The dynamic height is computed by dividing the NAVD 88
 CS1201.geopotential number by the normal gravity value computed on the
 CS1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1201.degrees latitude (g = 980.6199 gals.).
 CS1201
 CS1201.The modeled gravity was interpolated from observed gravity values.
 CS1201
 CS1201;                    North         East    Units  Estimated Accuracy
 CS1201;SPC TXNC     - 2,133,260.      763,730.      MT  (+/- 180 meters Scaled)
 CS1201
 CS1201                          SUPERSEDED SURVEY CONTROL
 CS1201
 CS1201  NGVD 29 (??/??/92)  172.744  (m)          566.74   (f) ADJ UNCH    1 2
 CS1201
 CS1201.Superseded values are not recommended for survey control.
 CS1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1201.See file dsdata.txt to determine how the superseded data were derived.
 CS1201
 CS1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB104375(NAD 83)
 CS1201_MARKER: DB = BENCH MARK DISK
 CS1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1201_STAMPING: A 924 1946
 CS1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1201+STABILITY: SURFACE MOTION
 CS1201
 CS1201  HISTORY     - Date     Condition        Report By
 CS1201  HISTORY     - 1946     MONUMENTED       CGS
 CS1201  HISTORY     - 1958     GOOD             NGS
 CS1201  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CS1201  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1201
 CS1201                          STATION DESCRIPTION
 CS1201
 CS1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1201'6.5 MI NE FROM DALLAS.
 CS1201'THIS MARK IS ABOUT 100 YARDS SOUTHWEST OF THE INTERSECTION OF ABRAMS
 CS1201'ROAD AND NORTHWEST HIGHWAY (LOOP 12), 45 YARDS SOUTH FROM THE
 CS1201'SOUTHWEST CORNER OF THE CONCRETE CURB SURROUNDING A LARGE GULF SERVICE
 CS1201'STATION AND 20 YARDS WEST OF THE WEST RIGHT-OF-WAY LINE OF ABRAMS
 CS1201'ROAD.  IT IS IN THE AREA OF THE OLD MUSTANG AIRPORT HANGER, NOW MARKED
 CS1201'BY A FEW CONCRETE PIERS AND RUBBLE.  IT IS A STANDARD DISK STAMPED A
 CS1201'924 1946 IN A CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES. NOTE--
 CS1201'MUSTANG AIRPORT NO LONGER EXISTS.
 CS1201
 CS1201                          STATION RECOVERY (1984)
 CS1201
 CS1201'RECOVERY NOTE BY US POWER SQUADRON 1984
 CS1201'MARK NOT FOUND.
 CS1201
 CS1201                          STATION RECOVERY (2000)
 CS1201
 CS1201'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1338 ***********************************************************************
 CS1338  DESIGNATION -  A 925
 CS1338  PID         -  CS1338
 CS1338  STATE/COUNTY-  TX/DALLAS
 CS1338  USGS QUAD   -  ROWLETT (1973)
 CS1338
 CS1338                         *CURRENT SURVEY CONTROL
 CS1338  ___________________________________________________________________
 CS1338* NAD 83(1986)-  32 57 16.     (N)    096 37 02.     (W)     SCALED    
 CS1338* NAVD 88     -       156.395  (meters)     513.11   (feet)  ADJUSTED  
 CS1338  ___________________________________________________________________
 CS1338  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CS1338  DYNAMIC HT  -         156.223 (meters)     512.54  (feet)  COMP
 CS1338  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 CS1338
 CS1338  VERT ORDER  -  SECOND    CLASS 0
 CS1338
 CS1338.The horizontal coordinates were scaled from a topographic map and have
 CS1338.an estimated accuracy of +/- 6 seconds.
 CS1338
 CS1338.The orthometric height was determined by differential leveling
 CS1338.and adjusted by the National Geodetic Survey in June 1991..
 CS1338
 CS1338.The geoid height was determined by GEOID03.
 CS1338
 CS1338.The dynamic height is computed by dividing the NAVD 88
 CS1338.geopotential number by the normal gravity value computed on the
 CS1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1338.degrees latitude (g = 980.6199 gals.).
 CS1338
 CS1338.The modeled gravity was interpolated from observed gravity values.
 CS1338
 CS1338;                    North         East    Units  Estimated Accuracy
 CS1338;SPC TXNC     - 2,144,380.      776,010.      MT  (+/- 180 meters Scaled)
 CS1338
 CS1338                          SUPERSEDED SURVEY CONTROL
 CS1338
 CS1338  NGVD 29 (??/??/92)  156.410  (m)          513.16   (f) ADJ UNCH    2 0
 CS1338
 CS1338.Superseded values are not recommended for survey control.
 CS1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1338.See file dsdata.txt to determine how the superseded data were derived.
 CS1338
 CS1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB227487(NAD 83)
 CS1338_MARKER: DB = BENCH MARK DISK
 CS1338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1338_SP_SET: CULVERT
 CS1338_STAMPING: A 925 1946
 CS1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1338
 CS1338  HISTORY     - Date     Condition        Report By
 CS1338  HISTORY     - 1946     MONUMENTED       CGS
 CS1338  HISTORY     - 1964     GOOD             NGS
 CS1338  HISTORY     - 19910628 MARK NOT FOUND   USPSQD
 CS1338
 CS1338                          STATION DESCRIPTION
 CS1338
 CS1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1338'3.2 MI NE FROM GARLAND.
 CS1338'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM THE MISSOURI, KANSAS
 CS1338'AND TEXAS RAILROAD STATION AT GARLAND, 33.5 FEET NORTHEAST OF A
 CS1338'TELEPHONE POLE, 18 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE
 CS1338'HIGHWAY.  A BRONZE DISK SET IN THE TOP OF THE WEST END OF THE NORTH
 CS1338'HEADWALL OF A CONCRETE CULVERT.  NOTE-- AN ALTERNATE ROUTE AND
 CS1338'ADDITIONAL MEASUREMENTS WERE MADE FOR FUTURE RECOVERY AS FOLLOWS-- TO
 CS1338'REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAYS 66, 78 AT THE
 CS1338'INTERSECTION OF GARLAND AVENUE AND NORTH FIRST STREET IN GARLAND, GO
 CS1338'NORTHEAST ON NORTH FIRST STREET FOR 1.45 MILES TO CRIST ROAD. TURN
 CS1338'RIGHT AND FOLLOW CRIST ROAD FOR 0.65 MILE TO STATE HIGHWAY 78. TURN
 CS1338'LEFT, AND FOLLOW STATE HIGHWAY 78 FOR 1.05 MILES TO A ROAD FORK AND
 CS1338'THE BENCH MARK ABOUT 150 YARDS NORTHEAST OF THE ROAD FORK.  164 FEET
 CS1338'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 78, AND 100 FEET
 CS1338'NORTHEAST OF A PRIVATE DRIVEWAY.
 CS1338
 CS1338                          STATION RECOVERY (1991)
 CS1338
 CS1338'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0223 ***********************************************************************
 DN0223  DESIGNATION -  A 926
 DN0223  PID         -  DN0223
 DN0223  STATE/COUNTY-  TX/HUNT
 DN0223  USGS QUAD   -  GREENVILLE NW (1962)
 DN0223
 DN0223                         *CURRENT SURVEY CONTROL
 DN0223  ___________________________________________________________________
 DN0223* NAD 83(1986)-  33 07 41.     (N)    096 14 15.     (W)     SCALED    
 DN0223* NAVD 88     -       180.524  (meters)     592.27   (feet)  ADJUSTED  
 DN0223  ___________________________________________________________________
 DN0223  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DN0223  DYNAMIC HT  -         180.327 (meters)     591.62  (feet)  COMP
 DN0223  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 DN0223
 DN0223  VERT ORDER  -  SECOND    CLASS 0
 DN0223
 DN0223.The horizontal coordinates were scaled from a topographic map and have
 DN0223.an estimated accuracy of +/- 6 seconds.
 DN0223
 DN0223.The orthometric height was determined by differential leveling
 DN0223.and adjusted by the National Geodetic Survey in June 1991..
 DN0223
 DN0223.The geoid height was determined by GEOID03.
 DN0223
 DN0223.The dynamic height is computed by dividing the NAVD 88
 DN0223.geopotential number by the normal gravity value computed on the
 DN0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0223.degrees latitude (g = 980.6199 gals.).
 DN0223
 DN0223.The modeled gravity was interpolated from observed gravity values.
 DN0223
 DN0223;                    North         East    Units  Estimated Accuracy
 DN0223;SPC TXNC     - 2,164,330.      811,090.      MT  (+/- 180 meters Scaled)
 DN0223
 DN0223                          SUPERSEDED SURVEY CONTROL
 DN0223
 DN0223  NGVD 29 (??/??/92)  180.500  (m)          592.19   (f) ADJ UNCH    2 0
 DN0223
 DN0223.Superseded values are not recommended for survey control.
 DN0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0223.See file dsdata.txt to determine how the superseded data were derived.
 DN0223
 DN0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB577688(NAD 83)
 DN0223_MARKER: DB = BENCH MARK DISK
 DN0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0223_STAMPING: A 926 1946
 DN0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0223+STABILITY: SURFACE MOTION
 DN0223
 DN0223  HISTORY     - Date     Condition        Report By
 DN0223  HISTORY     - 1946     MONUMENTED       CGS
 DN0223  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0223
 DN0223                          STATION DESCRIPTION
 DN0223
 DN0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0223'1.9 MI S FROM FLOYD.
 DN0223'1.9 MILES SOUTH ALONG A GRADED ROAD FROM THE METHODIST CHURCH AT
 DN0223'FLOYD.  60.3 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD,
 DN0223'46 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 41 FEET SOUTH
 DN0223'OF THE SOUTHEAST CORNER OF A SMALL WOODEN BRIDGE, 2.5 FEET SOUTH OF A
 DN0223'TELEPHONE POLE, 3.5 FEET SOUTH OF A WHITE 4X4 MARKER POST. A BRONZE
 DN0223'DISK SET IN THE TOP OF A CONCRETE POST.
 DN0223
 DN0223                          STATION RECOVERY (1994)
 DN0223
 DN0223'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0012 ***********************************************************************
 CS0012  DESIGNATION -  A 927
 CS0012  PID         -  CS0012
 CS0012  STATE/COUNTY-  TX/ROCKWALL
 CS0012  USGS QUAD   -  ROYSE CITY (1963)
 CS0012
 CS0012                         *CURRENT SURVEY CONTROL
 CS0012  ___________________________________________________________________
 CS0012* NAD 83(1986)-  32 58 08.     (N)    096 20 49.     (W)     SCALED    
 CS0012* NAVD 88     -       171.34   (+/-2cm)     562.1    (feet)  VERTCON   
 CS0012  ___________________________________________________________________
 CS0012  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0012
 CS0012  VERT ORDER  -  FIRST     CLASS II (See Below)
 CS0012
 CS0012.The horizontal coordinates were scaled from a topographic map and have
 CS0012.an estimated accuracy of +/- 6 seconds.
 CS0012
 CS0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0012.The vertical order pertains to the NGVD 29 superseded value.
 CS0012
 CS0012.The geoid height was determined by GEOID03.
 CS0012
 CS0012;                    North         East    Units  Estimated Accuracy
 CS0012;SPC TXNC     - 2,146,470.      801,240.      MT  (+/- 180 meters Scaled)
 CS0012
 CS0012                          SUPERSEDED SURVEY CONTROL
 CS0012
 CS0012  NGVD 29 (??/??/92)  171.339  (m)          562.13   (f) ADJ UNCH    1 2
 CS0012
 CS0012.Superseded values are not recommended for survey control.
 CS0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0012.See file dsdata.txt to determine how the superseded data were derived.
 CS0012
 CS0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB479509(NAD 83)
 CS0012_MARKER: DB = BENCH MARK DISK
 CS0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0012_STAMPING: A 927 1946
 CS0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0012+STABILITY: SURFACE MOTION
 CS0012
 CS0012  HISTORY     - Date     Condition        Report By
 CS0012  HISTORY     - 1946     MONUMENTED       CGS
 CS0012  HISTORY     - 1963     POOR             USGS
 CS0012  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0012
 CS0012                          STATION DESCRIPTION
 CS0012
 CS0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0012'1.0 MI SW FROM ROYCE CITY.
 CS0012'1.0 MILE SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 CS0012'THE STATION AT ROYCE CITY.  84.3 FEET SOUTH OF THE CENTER OF A
 CS0012'RAILROAD CROSSING, 42.7 FEET SOUTHEAST OF THE EAST RAIL, 19.9 FEET
 CS0012'SOUTHWEST OF THE CENTER LINE OF A ROAD, 2.2 FEET SOUTHWEST OF A
 CS0012'TELEPHONE POLE, 2.9 FEET SOUTH OF A WHITE 4X4 MARKER POST.  A BRONZE
 CS0012'DISK SET IN THE TOP OF A CONCRETE POST.  MARK IS STAMPED A 927 1946.
 CS0012'NOTE-- MARK HAS BEEN TILTED SLIGHTLY.
 CS0012
 CS0012                          STATION RECOVERY (1963)
 CS0012
 CS0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CS0012'MARK RECOVERED IN POOR CONDITION.
 CS0012
 CS0012                          STATION RECOVERY (1986)
 CS0012
 CS0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0028 ***********************************************************************
 CS0028  DESIGNATION -  A 928
 CS0028  PID         -  CS0028
 CS0028  STATE/COUNTY-  TX/HUNT
 CS0028  USGS QUAD   -  QUINLAN (1979)
 CS0028
 CS0028                         *CURRENT SURVEY CONTROL
 CS0028  ___________________________________________________________________
 CS0028* NAD 83(1986)-  32 59 03.     (N)    096 07 32.     (W)     SCALED    
 CS0028* NAVD 88     -       141.429  (meters)     464.00   (feet)  ADJUSTED  
 CS0028  ___________________________________________________________________
 CS0028  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0028  DYNAMIC HT  -         141.274 (meters)     463.50  (feet)  COMP
 CS0028  MODELED GRAV-     979,542.3   (mgal)                       NAVD 88
 CS0028
 CS0028  VERT ORDER  -  SECOND    CLASS 0
 CS0028
 CS0028.The horizontal coordinates were scaled from a topographic map and have
 CS0028.an estimated accuracy of +/- 6 seconds.
 CS0028
 CS0028.The orthometric height was determined by differential leveling
 CS0028.and adjusted by the National Geodetic Survey in June 1991..
 CS0028
 CS0028.The geoid height was determined by GEOID03.
 CS0028
 CS0028.The dynamic height is computed by dividing the NAVD 88
 CS0028.geopotential number by the normal gravity value computed on the
 CS0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0028.degrees latitude (g = 980.6199 gals.).
 CS0028
 CS0028.The modeled gravity was interpolated from observed gravity values.
 CS0028
 CS0028;                    North         East    Units  Estimated Accuracy
 CS0028;SPC TXNC     - 2,148,610.      821,890.      MT  (+/- 180 meters Scaled)
 CS0028
 CS0028                          SUPERSEDED SURVEY CONTROL
 CS0028
 CS0028  NGVD 29 (??/??/92)  141.43   (m)          464.0    (f) COMPUTED    2 0
 CS0028
 CS0028.Superseded values are not recommended for survey control.
 CS0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0028.See file dsdata.txt to determine how the superseded data were derived.
 CS0028
 CS0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB686532(NAD 83)
 CS0028_MARKER: DB = BENCH MARK DISK
 CS0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0028_STAMPING: A 928 1946
 CS0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0028+STABILITY: SURFACE MOTION
 CS0028
 CS0028  HISTORY     - Date     Condition        Report By
 CS0028  HISTORY     - 1946     MONUMENTED       CGS
 CS0028  HISTORY     - 19940420 GOOD             USPSQD
 CS0028
 CS0028                          STATION DESCRIPTION
 CS0028
 CS0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0028'1.4 MI SW FROM CASH.
 CS0028'1.4 MILES SOUTHWEST ALONG A GRADED ROAD FROM THE GRADE SCHOOL AT CASH,
 CS0028'AT THE JUNCTION OF A T-ROAD LEADING SOUTH, 41.4 FEET SOUTHEAST OF THE
 CS0028'CENTER OF THE JUNCTION, 32 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 CS0028'ROAD, 25 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 2.7
 CS0028'FEET SOUTH OF A REA POWERLINE POLE, AND 4 FEET SOUTH OF A WHITE WOODEN
 CS0028'WITNESS POST.  A STANDARD DISK, STAMPED A 928 1946 AND SET IN THE TOP
 CS0028'OF A CONCRETE POST.
 CS0028
 CS0028                          STATION RECOVERY (1994)
 CS0028
 CS0028'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0048 ***********************************************************************
 CS0048  DESIGNATION -  A 929
 CS0048  PID         -  CS0048
 CS0048  STATE/COUNTY-  TX/ROCKWALL
 CS0048  USGS QUAD   -  TERRELL NORTH (1962)
 CS0048
 CS0048                         *CURRENT SURVEY CONTROL
 CS0048  ___________________________________________________________________
 CS0048* NAD 83(1986)-  32 51 40.     (N)    096 20 33.     (W)     SCALED    
 CS0048* NAVD 88     -       169.609  (meters)     556.46   (feet)  ADJUSTED  
 CS0048  ___________________________________________________________________
 CS0048  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0048  DYNAMIC HT  -         169.423 (meters)     555.85  (feet)  COMP
 CS0048  MODELED GRAV-     979,536.7   (mgal)                       NAVD 88
 CS0048
 CS0048  VERT ORDER  -  SECOND    CLASS 0
 CS0048
 CS0048.The horizontal coordinates were scaled from a topographic map and have
 CS0048.an estimated accuracy of +/- 6 seconds.
 CS0048
 CS0048.The orthometric height was determined by differential leveling
 CS0048.and adjusted by the National Geodetic Survey in June 1991..
 CS0048
 CS0048.The geoid height was determined by GEOID03.
 CS0048
 CS0048.The dynamic height is computed by dividing the NAVD 88
 CS0048.geopotential number by the normal gravity value computed on the
 CS0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0048.degrees latitude (g = 980.6199 gals.).
 CS0048
 CS0048.The modeled gravity was interpolated from observed gravity values.
 CS0048
 CS0048;                    North         East    Units  Estimated Accuracy
 CS0048;SPC TXNC     - 2,134,530.      801,900.      MT  (+/- 180 meters Scaled)
 CS0048
 CS0048                          SUPERSEDED SURVEY CONTROL
 CS0048
 CS0048  NGVD 29 (??/??/92)  169.618  (m)          556.49   (f) ADJ UNCH    2 0
 CS0048
 CS0048.Superseded values are not recommended for survey control.
 CS0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0048.See file dsdata.txt to determine how the superseded data were derived.
 CS0048
 CS0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB486390(NAD 83)
 CS0048_MARKER: DB = BENCH MARK DISK
 CS0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0048_STAMPING: A 929 1946
 CS0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0048+STABILITY: SURFACE MOTION
 CS0048
 CS0048  HISTORY     - Date     Condition        Report By
 CS0048  HISTORY     - 1946     MONUMENTED       CGS
 CS0048  HISTORY     - 20021206 POOR             GEOCAC
 CS0048  HISTORY     - 20051031 POOR             BOHAN
 CS0048
 CS0048                          STATION DESCRIPTION
 CS0048
 CS0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0048'2.3 MI NE FROM CHISHOLM.
 CS0048'2.3 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CS0048'CHISHOLM, 104 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE,
 CS0048'AT A ROAD INTERSECTION, 32 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CS0048'CROSS ROAD, 22 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN ROAD, 3
 CS0048'FEET SOUTHWEST OF A POWERLINE POLE, AND 2 FEET NORTHEAST OF A WHITE
 CS0048'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 929 1946 AND SET IN
 CS0048'THE TOP OF A CONCRETE POST.
 CS0048
 CS0048                          STATION RECOVERY (2002)
 CS0048
 CS0048'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS0048'THE POST IS IN SAD SHAPE, LEANING AT MORE THAN 20 DEG. THE MARK IS
 CS0048'STILL SOLID AND FIXED. LOCATION IS AS DESCRIBED.
 CS0048
 CS0048                          STATION RECOVERY (2005)
 CS0048
 CS0048'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0048'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1357 ***********************************************************************
 CS1357  DESIGNATION -  A 930
 CS1357  PID         -  CS1357
 CS1357  STATE/COUNTY-  TX/DALLAS
 CS1357  USGS QUAD   -  MESQUITE (1973)
 CS1357
 CS1357                         *CURRENT SURVEY CONTROL
 CS1357  ___________________________________________________________________
 CS1357* NAD 83(1986)-  32 50 04.     (N)    096 32 21.     (W)     SCALED    
 CS1357* NAVD 88     -       123.265  (meters)     404.41   (feet)  ADJUSTED  
 CS1357  ___________________________________________________________________
 CS1357  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CS1357  DYNAMIC HT  -         123.129 (meters)     403.97  (feet)  COMP
 CS1357  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 CS1357
 CS1357  VERT ORDER  -  SECOND    CLASS 0
 CS1357
 CS1357.The horizontal coordinates were scaled from a topographic map and have
 CS1357.an estimated accuracy of +/- 6 seconds.
 CS1357
 CS1357.The orthometric height was determined by differential leveling
 CS1357.and adjusted by the National Geodetic Survey in June 1991..
 CS1357
 CS1357.The geoid height was determined by GEOID03.
 CS1357
 CS1357.The dynamic height is computed by dividing the NAVD 88
 CS1357.geopotential number by the normal gravity value computed on the
 CS1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1357.degrees latitude (g = 980.6199 gals.).
 CS1357
 CS1357.The modeled gravity was interpolated from observed gravity values.
 CS1357
 CS1357;                    North         East    Units  Estimated Accuracy
 CS1357;SPC TXNC     - 2,131,210.      783,560.      MT  (+/- 180 meters Scaled)
 CS1357
 CS1357                          SUPERSEDED SURVEY CONTROL
 CS1357
 CS1357  NGVD 29 (??/??/92)  123.280  (m)          404.46   (f) ADJ UNCH    2 0
 CS1357
 CS1357.Superseded values are not recommended for survey control.
 CS1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1357.See file dsdata.txt to determine how the superseded data were derived.
 CS1357
 CS1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB303356(NAD 83)
 CS1357_MARKER: DB = BENCH MARK DISK
 CS1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1357_STAMPING: A 930 1946
 CS1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1357+STABILITY: SURFACE MOTION
 CS1357
 CS1357  HISTORY     - Date     Condition        Report By
 CS1357  HISTORY     - 1946     MONUMENTED       CGS
 CS1357  HISTORY     - 1958     GOOD             NGS
 CS1357  HISTORY     - 19910626 MARK NOT FOUND   USPSQD
 CS1357
 CS1357                          STATION DESCRIPTION
 CS1357
 CS1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1357'4.0 MI W FROM HEATH.
 CS1357'IN DALLAS COUNTY, 4.0 MILES WEST ALONG THE BARNES BRIDGE ROAD, 0.3
 CS1357'EAST OF A SET OF OLD RANCH BUILDINGS AT A CURVE IN THE ROAD AND ON THE
 CS1357'HILLS ALONG THE WEST SIDE OF THE TRINITY RIVER BOTTOMS. THE MARK IS 3
 CS1357'FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 35 YARDS WEST OF A
 CS1357'LARGE PECAN TREE, IN AN OPEN SPACE IN A TREE AND BRUSH ROW.  A
 CS1357'STANDARD DISK STAMPED A 930 1946 IN A CONCRETE POST PROJECTING ABOUT 8
 CS1357'INCHES.
 CS1357
 CS1357                          STATION RECOVERY (1991)
 CS1357
 CS1357'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1583 ***********************************************************************
 CS1583  DESIGNATION -  A 931 RESET 1956
 CS1583  PID         -  CS1583
 CS1583  STATE/COUNTY-  TX/TARRANT
 CS1583  USGS QUAD   -  HALTOM CITY (1981)
 CS1583
 CS1583                         *CURRENT SURVEY CONTROL
 CS1583  ___________________________________________________________________
 CS1583* NAD 83(1986)-  32 46 09.     (N)    097 21 25.     (W)     SCALED    
 CS1583* NAVD 88     -       174.974  (meters)     574.06   (feet)  ADJUSTED  
 CS1583  ___________________________________________________________________
 CS1583  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1583  DYNAMIC HT  -         174.769 (meters)     573.39  (feet)  COMP
 CS1583  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 CS1583
 CS1583  VERT ORDER  -  FIRST     CLASS II
 CS1583
 CS1583.The horizontal coordinates were scaled from a topographic map and have
 CS1583.an estimated accuracy of +/- 6 seconds.
 CS1583
 CS1583.The orthometric height was determined by differential leveling
 CS1583.and adjusted by the National Geodetic Survey in June 1991..
 CS1583
 CS1583.The geoid height was determined by GEOID03.
 CS1583
 CS1583.The dynamic height is computed by dividing the NAVD 88
 CS1583.geopotential number by the normal gravity value computed on the
 CS1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1583.degrees latitude (g = 980.6199 gals.).
 CS1583
 CS1583.The modeled gravity was interpolated from observed gravity values.
 CS1583
 CS1583;                    North         East    Units  Estimated Accuracy
 CS1583;SPC TXNC     - 2,122,840.      707,090.      MT  (+/- 180 meters Scaled)
 CS1583
 CS1583                          SUPERSEDED SURVEY CONTROL
 CS1583
 CS1583.No superseded survey control is available for this station.
 CS1583
 CS1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB538268(NAD 83)
 CS1583_MARKER: DB = BENCH MARK DISK
 CS1583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1583_SP_SET: RETAINING WALL
 CS1583_STAMPING: A 931 RESET 1956
 CS1583_MARK LOGO: CGS   
 CS1583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1583+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2002
 CS1583
 CS1583  HISTORY     - Date     Condition        Report By
 CS1583  HISTORY     - 1956     MONUMENTED       CGS
 CS1583  HISTORY     - 1984     GOOD             USPSQD
 CS1583  HISTORY     - 1984     GOOD             NGS
 CS1583  HISTORY     - 19960427 GOOD             USPSQD
 CS1583  HISTORY     - 20021206 GOOD             GEOCAC
 CS1583
 CS1583                          STATION DESCRIPTION
 CS1583
 CS1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CS1583'1.6 MI NW FROM FORT WORTH.
 CS1583'1.6 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, ALONG THE
 CS1583'JACKSBORO HIGHWAY AT THE INTERSECTION OF NORTHWEST 12TH STREET. ABOUT
 CS1583'220 FEET NORTHWEST FROM THE INTERSECTION OF THE CENTERLINE OF
 CS1583'NORTHWEST 12TH STREET AND THE CENTERLINE OF JACKSBORO HIGHWAY, 45 FEET
 CS1583'NORTHEAST OF THE CENTERLINE OF JACKSBORO HIGHWAY, AND 15 FEET
 CS1583'NORTHWEST OF THE CENTERLINE OF A DRIVEWAY LEADING TO A HOUSE.  A
 CS1583'STANDARD DISK STAMPED A 931 RESET 1956 AND SET IN THE TOP OF A 6 FOOT
 CS1583'CONCRETE RETAINING WALL.
 CS1583
 CS1583                          STATION RECOVERY (1984)
 CS1583
 CS1583'RECOVERY NOTE BY US POWER SQUADRON 1984 (GF)
 CS1583'RECOVERED IN GOOD CONDITION.
 CS1583
 CS1583                          STATION RECOVERY (1984)
 CS1583
 CS1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1583'RECOVERED IN GOOD CONDITION.
 CS1583
 CS1583                          STATION RECOVERY (1996)
 CS1583
 CS1583'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1583'RECOVERED IN GOOD CONDITION.
 CS1583
 CS1583                          STATION RECOVERY (2002)
 CS1583
 CS1583'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1701 ***********************************************************************
 CS1701  DESIGNATION -  A 932
 CS1701  PID         -  CS1701
 CS1701  STATE/COUNTY-  TX/TARRANT
 CS1701  USGS QUAD   -  HALTOM CITY (1981)
 CS1701
 CS1701                         *CURRENT SURVEY CONTROL
 CS1701  ___________________________________________________________________
 CS1701* NAD 83(1986)-  32 46 54.     (N)    097 18 03.     (W)     SCALED    
 CS1701* NAVD 88     -       174.203  (meters)     571.53   (feet)  ADJUSTED  
 CS1701  ___________________________________________________________________
 CS1701  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1701  DYNAMIC HT  -         173.999 (meters)     570.86  (feet)  COMP
 CS1701  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 CS1701
 CS1701  VERT ORDER  -  FIRST     CLASS II
 CS1701
 CS1701.The horizontal coordinates were scaled from a topographic map and have
 CS1701.an estimated accuracy of +/- 6 seconds.
 CS1701
 CS1701.The orthometric height was determined by differential leveling
 CS1701.and adjusted by the National Geodetic Survey in June 1991..
 CS1701
 CS1701.The geoid height was determined by GEOID03.
 CS1701
 CS1701.The dynamic height is computed by dividing the NAVD 88
 CS1701.geopotential number by the normal gravity value computed on the
 CS1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1701.degrees latitude (g = 980.6199 gals.).
 CS1701
 CS1701.The modeled gravity was interpolated from observed gravity values.
 CS1701
 CS1701;                    North         East    Units  Estimated Accuracy
 CS1701;SPC TXNC     - 2,124,280.      712,330.      MT  (+/- 180 meters Scaled)
 CS1701
 CS1701                          SUPERSEDED SURVEY CONTROL
 CS1701
 CS1701  NGVD 29 (??/??/92)  174.201  (m)          571.52   (f) ADJ UNCH    1 2
 CS1701
 CS1701.Superseded values are not recommended for survey control.
 CS1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1701.See file dsdata.txt to determine how the superseded data were derived.
 CS1701
 CS1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB591283(NAD 83)
 CS1701_MARKER: DB = BENCH MARK DISK
 CS1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1701_STAMPING: A 932 1946 571.524
 CS1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1701+STABILITY: SURFACE MOTION
 CS1701
 CS1701  HISTORY     - Date     Condition        Report By
 CS1701  HISTORY     - 1946     MONUMENTED       CGS
 CS1701  HISTORY     - 1964     GOOD             NGS
 CS1701  HISTORY     - 1984     GOOD             NGS
 CS1701  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1701  HISTORY     - 19951118 GOOD             USPSQD
 CS1701
 CS1701                          STATION DESCRIPTION
 CS1701
 CS1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1701'IN FORT WORTH.
 CS1701'ABOUT 2.5 MILES NORTHEAST FROM THE COUNTY COURT HOUSE IN FORT WORTH,
 CS1701'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF NORTH RIVERSIDE DRIVE
 CS1701'AND PRIMROSE AVENUE, IN THE NORTHWEST CORNER OF CARTER-RIVERSIDE HIGH
 CS1701'SCHOOL YARD, 3 FEET EAST OF THE EAST CURB OF RIVERSIDE, 4 FEET WEST OF
 CS1701'THE WEST EDGE OF THE WALK ON THE EAST SIDE OF RIVERSIDE, 7 FEET SOUTH
 CS1701'OF THE SOUTH EDGE OF THE WALK ALONG THE SOUTH SIDE OF PRIMROSE AND SIX
 CS1701'FEET SOUTH OF A LIGHT POST.  A STANDARD DISK STAMPED A 932 1946
 CS1701'571.524 IN A CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE SURFACE
 CS1701'OF THE GROUND.
 CS1701
 CS1701                          STATION RECOVERY (1984)
 CS1701
 CS1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1701'RECOVERED IN GOOD CONDITION.
 CS1701
 CS1701                          STATION RECOVERY (1989)
 CS1701
 CS1701'RECOVERY NOTE BY US POWER SQUADRON 1989 (LSR)
 CS1701'MARK NOT FOUND.
 CS1701
 CS1701                          STATION RECOVERY (1995)
 CS1701
 CS1701'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0137 ***********************************************************************
 BZ0137  DESIGNATION -  A 934
 BZ0137  PID         -  BZ0137
 BZ0137  STATE/COUNTY-  TX/FREESTONE
 BZ0137  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0137
 BZ0137                         *CURRENT SURVEY CONTROL
 BZ0137  ___________________________________________________________________
 BZ0137* NAD 83(1986)-  31 37 39.     (N)    096 16 30.     (W)     SCALED    
 BZ0137* NAVD 88     -       151.022  (meters)     495.48   (feet)  ADJUSTED  
 BZ0137  ___________________________________________________________________
 BZ0137  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 BZ0137  DYNAMIC HT  -         150.840 (meters)     494.88  (feet)  COMP
 BZ0137  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 BZ0137
 BZ0137  VERT ORDER  -  SECOND    CLASS 0
 BZ0137
 BZ0137.The horizontal coordinates were scaled from a topographic map and have
 BZ0137.an estimated accuracy of +/- 6 seconds.
 BZ0137
 BZ0137.The orthometric height was determined by differential leveling
 BZ0137.and adjusted by the National Geodetic Survey in June 1991..
 BZ0137
 BZ0137.The geoid height was determined by GEOID03.
 BZ0137
 BZ0137.The dynamic height is computed by dividing the NAVD 88
 BZ0137.geopotential number by the normal gravity value computed on the
 BZ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0137.degrees latitude (g = 980.6199 gals.).
 BZ0137
 BZ0137.The modeled gravity was interpolated from observed gravity values.
 BZ0137
 BZ0137;                    North         East    Units  Estimated Accuracy
 BZ0137;SPC TX C     - 3,224,400.    1,084,920.      MT  (+/- 180 meters Scaled)
 BZ0137
 BZ0137                          SUPERSEDED SURVEY CONTROL
 BZ0137
 BZ0137  NGVD 29 (??/??/92)  151.011  (m)          495.44   (f) ADJ UNCH    2 0
 BZ0137
 BZ0137.Superseded values are not recommended for survey control.
 BZ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0137.See file dsdata.txt to determine how the superseded data were derived.
 BZ0137
 BZ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA584023(NAD 83)
 BZ0137_MARKER: DB = BENCH MARK DISK
 BZ0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0137_SP_SET: CULVERT
 BZ0137_STAMPING: A 934 1948
 BZ0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0137
 BZ0137  HISTORY     - Date     Condition        Report By
 BZ0137  HISTORY     - 1948     MONUMENTED       CGS
 BZ0137  HISTORY     - 1976     MARK NOT FOUND
 BZ0137  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0137
 BZ0137                          STATION DESCRIPTION
 BZ0137
 BZ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0137'0.5 MI NE FROM TEAGUE.
 BZ0137'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO.84 FROM THE POST OFFICE AT
 BZ0137'TEAGUE, 0.1 MILE NORTHEAST OF THE JUNCTION WITH STATE HIGHWAY NO.179,
 BZ0137'IN LINE WITH THE EXTENDED CENTER OF CEDAR STREET, 20.7 FEET SOUTHEAST
 BZ0137'AND ABOUT 2.0 FEET BELOW THE CENTER OF THE HIGHWAY, IN THE TOP OF THE
 BZ0137'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT AND SET
 BZ0137'IN A DRILL HOLE.
 BZ0137
 BZ0137                          STATION RECOVERY (1976)
 BZ0137
 BZ0137'RECOVERED 1976
 BZ0137'MARK NOT FOUND.
 BZ0137
 BZ0137                          STATION RECOVERY (2002)
 BZ0137
 BZ0137'RECOVERY NOTE BY US POWER SQUADRON 2002
 BZ0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1459 ***********************************************************************
 BZ1459  DESIGNATION -  A 934 RESET
 BZ1459  PID         -  BZ1459
 BZ1459  STATE/COUNTY-  TX/FREESTONE
 BZ1459  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ1459
 BZ1459                         *CURRENT SURVEY CONTROL
 BZ1459  ___________________________________________________________________
 BZ1459* NAD 83(1986)-  31 37 39.     (N)    096 16 30.     (W)     SCALED    
 BZ1459* NAVD 88     -       151.11   (meters)     495.8    (feet)  RESET     
 BZ1459  ___________________________________________________________________
 BZ1459  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 BZ1459
 BZ1459  VERT ORDER  -  THIRD
 BZ1459
 BZ1459.The horizontal coordinates were scaled from a topographic map and have
 BZ1459.an estimated accuracy of +/- 6 seconds.
 BZ1459
 BZ1459.The orthometric height was computed from unverified reset data.
 BZ1459
 BZ1459.The geoid height was determined by GEOID03.
 BZ1459
 BZ1459;                    North         East    Units  Estimated Accuracy
 BZ1459;SPC TX C     - 3,224,400.    1,084,920.      MT  (+/- 180 meters Scaled)
 BZ1459
 BZ1459                          SUPERSEDED SURVEY CONTROL
 BZ1459
 BZ1459  NGVD 29 (01/29/03)  151.10   (m)          495.7    (f) RESET       3  
 BZ1459
 BZ1459.Superseded values are not recommended for survey control.
 BZ1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1459.See file dsdata.txt to determine how the superseded data were derived.
 BZ1459
 BZ1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA584023(NAD 83)
 BZ1459_MARKER: DB = BENCH MARK DISK
 BZ1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1459_SP_SET: CONCRETE POST
 BZ1459_STAMPING: A 934 RESET 1956
 BZ1459_MARK LOGO: CGS   
 BZ1459_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1459+STABILITY: SURFACE MOTION
 BZ1459
 BZ1459  HISTORY     - Date     Condition        Report By
 BZ1459  HISTORY     - 1956     MONUMENTED       CGS
 BZ1459  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1459
 BZ1459                          STATION DESCRIPTION
 BZ1459
 BZ1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BZ1459'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE IN
 BZ1459'TEAGUE, 0.1 MILE NORTHEAST FROM THE JUNCTION WITH HIGHWAY 179, 35
 BZ1459'YARDS WEST OF THE CENTERLINE OF HIGHWAY 84, 35 FEET NORTH OF THE
 BZ1459'CENTERLINE OF A ROAD LEADING WEST, 20 FEET WEST OF A POWER POLE WHICH
 BZ1459'IS NEAR THE WEST BANK OF A SMALL CREEK AND IN THE SOUTHEAST CORNER OF
 BZ1459'THE SCHOOL GROUND AREA.
 BZ1459
 BZ1459                          STATION RECOVERY (2002)
 BZ1459
 BZ1459'RECOVERY NOTE BY US POWER SQUADRON 2002
 BZ1459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0032 ***********************************************************************
 BZ0032  DESIGNATION -  A 936
 BZ0032  PID         -  BZ0032
 BZ0032  STATE/COUNTY-  TX/LIMESTONE
 BZ0032  USGS QUAD   -  MEXIA (1982)
 BZ0032
 BZ0032                         *CURRENT SURVEY CONTROL
 BZ0032  ___________________________________________________________________
 BZ0032* NAD 83(1986)-  31 43 27.     (N)    096 28 36.     (W)     SCALED    
 BZ0032* NAVD 88     -       148.019  (meters)     485.63   (feet)  ADJUSTED  
 BZ0032  ___________________________________________________________________
 BZ0032  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ0032  DYNAMIC HT  -         147.843 (meters)     485.05  (feet)  COMP
 BZ0032  MODELED GRAV-     979,446.5   (mgal)                       NAVD 88
 BZ0032
 BZ0032  VERT ORDER  -  SECOND    CLASS 0
 BZ0032
 BZ0032.The horizontal coordinates were scaled from a topographic map and have
 BZ0032.an estimated accuracy of +/- 6 seconds.
 BZ0032
 BZ0032.The orthometric height was determined by differential leveling
 BZ0032.and adjusted by the National Geodetic Survey in June 1991..
 BZ0032
 BZ0032.The geoid height was determined by GEOID03.
 BZ0032
 BZ0032.The dynamic height is computed by dividing the NAVD 88
 BZ0032.geopotential number by the normal gravity value computed on the
 BZ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0032.degrees latitude (g = 980.6199 gals.).
 BZ0032
 BZ0032.The modeled gravity was interpolated from observed gravity values.
 BZ0032
 BZ0032;                    North         East    Units  Estimated Accuracy
 BZ0032;SPC TX C     - 3,234,430.    1,065,430.      MT  (+/- 180 meters Scaled)
 BZ0032
 BZ0032                          SUPERSEDED SURVEY CONTROL
 BZ0032
 BZ0032  NGVD 29 (??/??/92)  147.999  (m)          485.56   (f) ADJ UNCH    2 0
 BZ0032
 BZ0032.Superseded values are not recommended for survey control.
 BZ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0032.See file dsdata.txt to determine how the superseded data were derived.
 BZ0032
 BZ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA390126(NAD 83)
 BZ0032_MARKER: DB = BENCH MARK DISK
 BZ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0032_STAMPING: A 936 1948
 BZ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0032+STABILITY: SURFACE MOTION
 BZ0032
 BZ0032  HISTORY     - Date     Condition        Report By
 BZ0032  HISTORY     - 1948     MONUMENTED       CGS
 BZ0032
 BZ0032                          STATION DESCRIPTION
 BZ0032
 BZ0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0032'2.8 MI N FROM MEXIA.
 BZ0032'2.8 MILES NORTH ALONG STATE HIGHWAY NO. 14 FROM THE JUNCTION WITH
 BZ0032'STATE HIGHWAY NO. 171 AT MEXIA, 3 POLES NORTH OF MILEPOST 184 OF THE
 BZ0032'TEXAS AND NEW ORLEANS RAILROAD, 85.2 FEET SOUTH OF THE CENTER OF A
 BZ0032'DIRT T-ROAD, 47.7 FEET EAST AND ABOUT 1.0 FOOT BELOW THE CENTER OF THE
 BZ0032'HIGHWAY, 40.0 FEET WEST OF THE WEST RAIL, 2.4 FEET NORTH OF A
 BZ0032'TELEPHONE POLE, 1.2 FEET SOUTH OF A WITNESS POST AND SET IN THE TOP OF
 BZ0032'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0061 ***********************************************************************
 BZ0061  DESIGNATION -  A 937
 BZ0061  PID         -  BZ0061
 BZ0061  STATE/COUNTY-  TX/FREESTONE
 BZ0061  USGS QUAD   -  WORTHAM (1982)
 BZ0061
 BZ0061                         *CURRENT SURVEY CONTROL
 BZ0061  ___________________________________________________________________
 BZ0061* NAD 83(1986)-  31 46 51.     (N)    096 24 57.     (W)     SCALED    
 BZ0061* NAVD 88     -       127.977  (meters)     419.87   (feet)  ADJUSTED  
 BZ0061  ___________________________________________________________________
 BZ0061  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 BZ0061  DYNAMIC HT  -         127.826 (meters)     419.38  (feet)  COMP
 BZ0061  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 BZ0061
 BZ0061  VERT ORDER  -  SECOND    CLASS 0
 BZ0061
 BZ0061.The horizontal coordinates were scaled from a topographic map and have
 BZ0061.an estimated accuracy of +/- 6 seconds.
 BZ0061
 BZ0061.The orthometric height was determined by differential leveling
 BZ0061.and adjusted by the National Geodetic Survey in June 1991..
 BZ0061
 BZ0061.The geoid height was determined by GEOID03.
 BZ0061
 BZ0061.The dynamic height is computed by dividing the NAVD 88
 BZ0061.geopotential number by the normal gravity value computed on the
 BZ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0061.degrees latitude (g = 980.6199 gals.).
 BZ0061
 BZ0061.The modeled gravity was interpolated from observed gravity values.
 BZ0061
 BZ0061;                    North         East    Units  Estimated Accuracy
 BZ0061;SPC TX C     - 3,240,910.    1,070,970.      MT  (+/- 180 meters Scaled)
 BZ0061
 BZ0061                          SUPERSEDED SURVEY CONTROL
 BZ0061
 BZ0061  NGVD 29 (??/??/92)  127.963  (m)          419.83   (f) ADJ UNCH    2 0
 BZ0061
 BZ0061.Superseded values are not recommended for survey control.
 BZ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0061.See file dsdata.txt to determine how the superseded data were derived.
 BZ0061
 BZ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA447190(NAD 83)
 BZ0061_MARKER: DB = BENCH MARK DISK
 BZ0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0061_SP_SET: CULVERT
 BZ0061_STAMPING: A 937 1948
 BZ0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0061
 BZ0061  HISTORY     - Date     Condition        Report By
 BZ0061  HISTORY     - 1948     MONUMENTED       CGS
 BZ0061  HISTORY     - 20020824 GOOD             USPSQD
 BZ0061
 BZ0061                          STATION DESCRIPTION
 BZ0061
 BZ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0061'2.75 MI E FROM WORTHAM.
 BZ0061'2.75 MILES EAST ALONG FARM HIGHWAY NO.27 FROM THE JUNCTION WITH STATE
 BZ0061'HIGHWAY NO.14 AT WORTHAM, 1.05 MILES WEST OF BENCH MARK Z 936, 0.1
 BZ0061'MILE WEST OF THE TOP OF A HILL, 14.7 FEET SOUTH AND ABOUT 1.0 FOOT
 BZ0061'BELOW THE CENTER OF THE HIGHWAY, IN THE TOP OF THE EAST END OF THE
 BZ0061'SOUTH HEADWALL OF A CONCRETE CULVERT AND SET IN A DRILL HOLE.
 BZ0061
 BZ0061                          STATION RECOVERY (2002)
 BZ0061
 BZ0061'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BZ0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0119 ***********************************************************************
 BZ0119  DESIGNATION -  A 938
 BZ0119  PID         -  BZ0119
 BZ0119  STATE/COUNTY-  TX/FREESTONE
 BZ0119  USGS QUAD   -  KIRVIN (1982)
 BZ0119
 BZ0119                         *CURRENT SURVEY CONTROL
 BZ0119  ___________________________________________________________________
 BZ0119* NAD 83(1986)-  31 51 50.     (N)    096 19 19.     (W)     SCALED    
 BZ0119* NAVD 88     -       113.681  (meters)     372.97   (feet)  ADJUSTED  
 BZ0119  ___________________________________________________________________
 BZ0119  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ0119  DYNAMIC HT  -         113.548 (meters)     372.53  (feet)  COMP
 BZ0119  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 BZ0119
 BZ0119  VERT ORDER  -  SECOND    CLASS 0
 BZ0119
 BZ0119.The horizontal coordinates were scaled from a topographic map and have
 BZ0119.an estimated accuracy of +/- 6 seconds.
 BZ0119
 BZ0119.The orthometric height was determined by differential leveling
 BZ0119.and adjusted by the National Geodetic Survey in June 1991..
 BZ0119
 BZ0119.The geoid height was determined by GEOID03.
 BZ0119
 BZ0119.The dynamic height is computed by dividing the NAVD 88
 BZ0119.geopotential number by the normal gravity value computed on the
 BZ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0119.degrees latitude (g = 980.6199 gals.).
 BZ0119
 BZ0119.The modeled gravity was interpolated from observed gravity values.
 BZ0119
 BZ0119;                    North         East    Units  Estimated Accuracy
 BZ0119;SPC TX C     - 3,250,430.    1,079,520.      MT  (+/- 180 meters Scaled)
 BZ0119
 BZ0119                          SUPERSEDED SURVEY CONTROL
 BZ0119
 BZ0119  NGVD 29 (??/??/92)  113.667  (m)          372.92   (f) ADJ UNCH    2 0
 BZ0119
 BZ0119.Superseded values are not recommended for survey control.
 BZ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0119.See file dsdata.txt to determine how the superseded data were derived.
 BZ0119
 BZ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA533284(NAD 83)
 BZ0119_MARKER: DB = BENCH MARK DISK
 BZ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0119_STAMPING: A 938 1948
 BZ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0119+STABILITY: SURFACE MOTION
 BZ0119
 BZ0119  HISTORY     - Date     Condition        Report By
 BZ0119  HISTORY     - 1948     MONUMENTED       CGS
 BZ0119  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0119
 BZ0119                          STATION DESCRIPTION
 BZ0119
 BZ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0119'0.95 MI S FROM STREETMAN.
 BZ0119'0.95 MILE SOUTH ALONG THE STREETMAN-KIRVIN DIRT ROAD FROM THE FIRST
 BZ0119'NATIONAL BANK AT STREETMAN, 124.5 FEET WEST OF THE CENTER OF THE ROAD,
 BZ0119'26.5 FEET WEST OF THE WEST RAIL OF THE BURLINGTON-ROCK ISLAND
 BZ0119'RAILROAD, 14.5 FEET SOUTH OF THE CENTER OF A TRAIL CROSSING THE
 BZ0119'RAILROAD, 7.5 FEET NORTHWEST OF A TELEPHONE POLE, 6.0 FEET SOUTH OF
 BZ0119'THE SOUTH END OF A WOODEN GATE, 2.0 FEET SOUTH OF A WITNESS POST, 1.0
 BZ0119'FOOT EAST OF A BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST
 BZ0119'WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
 BZ0119
 BZ0119                          STATION RECOVERY (2002)
 BZ0119
 BZ0119'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 BZ0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0887 ***********************************************************************
 CR0887  DESIGNATION -  A 939
 CR0887  PID         -  CR0887
 CR0887  STATE/COUNTY-  TX/VAN ZANDT
 CR0887  USGS QUAD   -  FRUITVALE (1962)
 CR0887
 CR0887                         *CURRENT SURVEY CONTROL
 CR0887  ___________________________________________________________________
 CR0887* NAD 83(1986)-  32 40 48.     (N)    095 47 19.     (W)     SCALED    
 CR0887* NAVD 88     -       145.382  (meters)     476.97   (feet)  ADJUSTED  
 CR0887  ___________________________________________________________________
 CR0887  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CR0887  DYNAMIC HT  -         145.218 (meters)     476.44  (feet)  COMP
 CR0887  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 CR0887
 CR0887  VERT ORDER  -  SECOND    CLASS 0
 CR0887
 CR0887.The horizontal coordinates were scaled from a topographic map and have
 CR0887.an estimated accuracy of +/- 6 seconds.
 CR0887
 CR0887.The orthometric height was determined by differential leveling
 CR0887.and adjusted by the National Geodetic Survey in June 1991..
 CR0887
 CR0887.The geoid height was determined by GEOID03.
 CR0887
 CR0887.The dynamic height is computed by dividing the NAVD 88
 CR0887.geopotential number by the normal gravity value computed on the
 CR0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0887.degrees latitude (g = 980.6199 gals.).
 CR0887
 CR0887.The modeled gravity was interpolated from observed gravity values.
 CR0887
 CR0887;                    North         East    Units  Estimated Accuracy
 CR0887;SPC TXNC     - 2,115,650.      854,240.      MT  (+/- 180 meters Scaled)
 CR0887
 CR0887                          SUPERSEDED SURVEY CONTROL
 CR0887
 CR0887  NGVD 29 (??/??/92)  145.399  (m)          477.03   (f) ADJ UNCH    2 0
 CR0887
 CR0887.Superseded values are not recommended for survey control.
 CR0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0887.See file dsdata.txt to determine how the superseded data were derived.
 CR0887
 CR0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS385192(NAD 83)
 CR0887_MARKER: DB = BENCH MARK DISK
 CR0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0887_STAMPING: A 939 1948
 CR0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0887+STABILITY: SURFACE MOTION
 CR0887
 CR0887  HISTORY     - Date     Condition        Report By
 CR0887  HISTORY     - 1948     MONUMENTED       CGS
 CR0887  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0887
 CR0887                          STATION DESCRIPTION
 CR0887
 CR0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0887'0.9 MI E FROM FRUITVALE.
 CR0887'0.9 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE SIGNBOARD
 CR0887'AT FRUITVALE, 0.8 MILE WEST OF BENCH MARK U 287, AT A ROAD CROSSING,
 CR0887'61.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 36.8 FEET SOUTH OF THE
 CR0887'SOUTH RAIL OF THE TRACK, 10.3 FEET NORTH OF A FENCE, 2.0 FEET EAST OF
 CR0887'A REFERENCE POST, 1.4 FEET SOUTH OF THE SIXTH POLE EAST OF MILEPOST
 CR0887'154, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CR0887'GROUND.
 CR0887
 CR0887                          STATION RECOVERY (1995)
 CR0887
 CR0887'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0057 ***********************************************************************
 AJ0057  DESIGNATION -  A 94
 AJ0057  PID         -  AJ0057
 AJ0057  STATE/COUNTY-  TX/DUVAL
 AJ0057  USGS QUAD   -  BENAVIDES (1968)
 AJ0057
 AJ0057                         *CURRENT SURVEY CONTROL
 AJ0057  ___________________________________________________________________
 AJ0057* NAD 83(1986)-  27 33 14.     (N)    098 28 24.     (W)     SCALED    
 AJ0057* NAVD 88     -       125.098  (meters)     410.43   (feet)  ADJUSTED  
 AJ0057  ___________________________________________________________________
 AJ0057  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AJ0057  DYNAMIC HT  -         124.901 (meters)     409.78  (feet)  COMP
 AJ0057  MODELED GRAV-     979,067.8   (mgal)                       NAVD 88
 AJ0057
 AJ0057  VERT ORDER  -  FIRST     CLASS II
 AJ0057
 AJ0057.The horizontal coordinates were scaled from a topographic map and have
 AJ0057.an estimated accuracy of +/- 6 seconds.
 AJ0057
 AJ0057.The orthometric height was determined by differential leveling
 AJ0057.and adjusted by the National Geodetic Survey in June 1991..
 AJ0057
 AJ0057.The geoid height was determined by GEOID03.
 AJ0057
 AJ0057.The dynamic height is computed by dividing the NAVD 88
 AJ0057.geopotential number by the normal gravity value computed on the
 AJ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0057.degrees latitude (g = 980.6199 gals.).
 AJ0057
 AJ0057.The modeled gravity was interpolated from observed gravity values.
 AJ0057
 AJ0057;                    North         East    Units  Estimated Accuracy
 AJ0057;SPC TX S     - 5,209,090.      302,630.      MT  (+/- 180 meters Scaled)
 AJ0057
 AJ0057                          SUPERSEDED SURVEY CONTROL
 AJ0057
 AJ0057  NGVD 29 (??/??/92)  125.165  (m)          410.65   (f) ADJ UNCH    1 2
 AJ0057
 AJ0057.Superseded values are not recommended for survey control.
 AJ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0057.See file dsdata.txt to determine how the superseded data were derived.
 AJ0057
 AJ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR519478(NAD 83)
 AJ0057_MARKER: DB = BENCH MARK DISK
 AJ0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0057_SP_SET: CAUSEWAY
 AJ0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0057
 AJ0057  HISTORY     - Date     Condition        Report By
 AJ0057  HISTORY     - UNK      MONUMENTED       CGS
 AJ0057  HISTORY     - 1933     GOOD             NGS
 AJ0057  HISTORY     - 1934     GOOD             NGS
 AJ0057
 AJ0057                          STATION DESCRIPTION
 AJ0057
 AJ0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0057'5.2 MI SW FROM BENAVIDES.
 AJ0057'ON THE TEXAS-MEXICAN RR. ABOUT 0.9 MILE SW OF SWEDEN.  200 FT. E OF
 AJ0057'MILE POST 86.  50 FT. S OF TRACK.  IN CONCRETE CAUSEWAY OF OLD HIGHWAY
 AJ0057'THAT PARALLELS RAILROAD.
 AJ0057
 AJ0057                          STATION RECOVERY (1934)
 AJ0057
 AJ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1218 ***********************************************************************
 BZ1218  DESIGNATION -  A 940
 BZ1218  PID         -  BZ1218
 BZ1218  STATE/COUNTY-  TX/NAVARRO
 BZ1218  USGS QUAD   -  PURDON (1978)
 BZ1218
 BZ1218                         *CURRENT SURVEY CONTROL
 BZ1218  ___________________________________________________________________
 BZ1218* NAD 83(1986)-  31 59 43.     (N)    096 31 54.     (W)     SCALED    
 BZ1218* NAVD 88     -       115.005  (meters)     377.31   (feet)  ADJUSTED  
 BZ1218  ___________________________________________________________________
 BZ1218  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 BZ1218  DYNAMIC HT  -         114.871 (meters)     376.87  (feet)  COMP
 BZ1218  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 BZ1218
 BZ1218  VERT ORDER  -  SECOND    CLASS 0
 BZ1218
 BZ1218.The horizontal coordinates were scaled from a topographic map and have
 BZ1218.an estimated accuracy of +/- 6 seconds.
 BZ1218
 BZ1218.The orthometric height was determined by differential leveling
 BZ1218.and adjusted by the National Geodetic Survey in June 1991..
 BZ1218
 BZ1218.The geoid height was determined by GEOID03.
 BZ1218
 BZ1218.The dynamic height is computed by dividing the NAVD 88
 BZ1218.geopotential number by the normal gravity value computed on the
 BZ1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1218.degrees latitude (g = 980.6199 gals.).
 BZ1218
 BZ1218.The modeled gravity was interpolated from observed gravity values.
 BZ1218
 BZ1218;                    North         East    Units  Estimated Accuracy
 BZ1218;SPC TXNC     - 2,038,180.      786,000.      MT  (+/- 180 meters Scaled)
 BZ1218
 BZ1218                          SUPERSEDED SURVEY CONTROL
 BZ1218
 BZ1218  NGVD 29 (??/??/92)  114.995  (m)          377.28   (f) ADJ UNCH    2 0
 BZ1218
 BZ1218.Superseded values are not recommended for survey control.
 BZ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1218.See file dsdata.txt to determine how the superseded data were derived.
 BZ1218
 BZ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA331425(NAD 83)
 BZ1218_MARKER: DB = BENCH MARK DISK
 BZ1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1218_STAMPING: A 940 1948
 BZ1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1218+STABILITY: SURFACE MOTION
 BZ1218
 BZ1218  HISTORY     - Date     Condition        Report By
 BZ1218  HISTORY     - 1948     MONUMENTED       CGS
 BZ1218  HISTORY     - 1965     GOOD             USGS
 BZ1218  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1218
 BZ1218                          STATION DESCRIPTION
 BZ1218
 BZ1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ1218'0.9 MI SE FROM CORBET.
 BZ1218'0.9 MILE SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE STATION SIGN AT
 BZ1218'CORBET, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTHWEST AND
 BZ1218'NORTHEAST, 34.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 11.0 FEET
 BZ1218'NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTHWEST, 2.0
 BZ1218'FEET NORTHWEST OF THE NORTHWEST GATE POST WHICH IS ALSO USED AS A
 BZ1218'TELEPHONE POLE, 0.5 FOOT SOUTHWEST OF A FENCE, 1.4 FEET NORTHWEST OF A
 BZ1218'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BZ1218'ABOVE THE GROUND.
 BZ1218
 BZ1218                          STATION RECOVERY (1965)
 BZ1218
 BZ1218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ1218'RECOVERED IN GOOD CONDITION.
 BZ1218
 BZ1218                          STATION RECOVERY (2002)
 BZ1218
 BZ1218'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1895 ***********************************************************************
 CS1895  DESIGNATION -  A 941
 CS1895  PID         -  CS1895
 CS1895  STATE/COUNTY-  TX/TARRANT
 CS1895  USGS QUAD   -  GRAPEVINE (1981)
 CS1895
 CS1895                         *CURRENT SURVEY CONTROL
 CS1895  ___________________________________________________________________
 CS1895* NAD 83(1986)-  32 55 56.     (N)    097 03 38.     (W)     SCALED    
 CS1895* NAVD 88     -       186.603  (meters)     612.21   (feet)  ADJUSTED  
 CS1895  ___________________________________________________________________
 CS1895  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CS1895  DYNAMIC HT  -         186.388 (meters)     611.51  (feet)  COMP
 CS1895  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 CS1895
 CS1895  VERT ORDER  -  SECOND    CLASS 0
 CS1895
 CS1895.The horizontal coordinates were scaled from a topographic map and have
 CS1895.an estimated accuracy of +/- 6 seconds.
 CS1895
 CS1895.The orthometric height was determined by differential leveling
 CS1895.and adjusted by the National Geodetic Survey in June 1991..
 CS1895
 CS1895.The geoid height was determined by GEOID03.
 CS1895
 CS1895.The dynamic height is computed by dividing the NAVD 88
 CS1895.geopotential number by the normal gravity value computed on the
 CS1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1895.degrees latitude (g = 980.6199 gals.).
 CS1895
 CS1895.The modeled gravity was interpolated from observed gravity values.
 CS1895
 CS1895;                    North         East    Units  Estimated Accuracy
 CS1895;SPC TXNC     - 2,141,260.      734,600.      MT  (+/- 180 meters Scaled)
 CS1895
 CS1895                          SUPERSEDED SURVEY CONTROL
 CS1895
 CS1895  NGVD 29 (??/??/92)  186.580  (m)          612.14   (f) ADJ UNCH    2 0
 CS1895
 CS1895.Superseded values are not recommended for survey control.
 CS1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1895.See file dsdata.txt to determine how the superseded data were derived.
 CS1895
 CS1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB813454(NAD 83)
 CS1895_MARKER: DB = BENCH MARK DISK
 CS1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1895_STAMPING: A 941 1946
 CS1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1895+STABILITY: SURFACE MOTION
 CS1895
 CS1895  HISTORY     - Date     Condition        Report By
 CS1895  HISTORY     - 1946     MONUMENTED       CGS
 CS1895  HISTORY     - 1963     GOOD             NGS
 CS1895  HISTORY     - 1990     GOOD             USPSQD
 CS1895
 CS1895                          STATION DESCRIPTION
 CS1895
 CS1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1895'1.35 MI SE FROM GRAPEVINE.
 CS1895'0.2 MILE NORTH ALONG MAIN STREET FROM THE FIRST NATIONAL BANK AT
 CS1895'GRAPEVINE, THENCE 1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 114, 98.3
 CS1895'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A MOBILGAS SERVICE STATION
 CS1895'(IN 1946), AT THE INTERSECTION OF AN EAST-AND-WEST DIRT ROAD, 51 FEET
 CS1895'WEST OF THE CENTERLINE OF THE HIGHWAY, 34 FEET SOUTH OF THE CENTERLINE
 CS1895'OF THE DIRT ROAD, 4 FEET SOUTHEAST OF AN REA TRANSFORMER POLE, 1 FOOT
 CS1895'NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE
 CS1895'HIGHWAY.  A STANDARD DISK, STAMPED A 941 1946 AND SET IN THE TOP OF A
 CS1895'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- TO REACH FROM
 CS1895'THE JUNCTION OF STATE HIGHWAYS 114 AND 121 AT THE NORTH END OF MAIN
 CS1895'STREET IN GRAPEVINE, GO EAST ON THE HIGHWAYS FOR 0.6 MILE TO WHERE THE
 CS1895'HIGHWAYS SEPARATE.  TAKE RIGHT FORK, STATE HIGHWAY 114, GO SOUTHEAST
 CS1895'0.75 MILE TO BENCH MARK ON THE RIGHT.
 CS1895
 CS1895                          STATION RECOVERY (1990)
 CS1895
 CS1895'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 CS1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1940 ***********************************************************************
 CS1940  DESIGNATION -  A 942
 CS1940  PID         -  CS1940
 CS1940  STATE/COUNTY-  TX/TARRANT
 CS1940  USGS QUAD   -  HALTOM CITY (1981)
 CS1940
 CS1940                         *CURRENT SURVEY CONTROL
 CS1940  ___________________________________________________________________
 CS1940* NAD 83(1986)-  32 49 13.     (N)    097 17 25.     (W)     SCALED    
 CS1940* NAVD 88     -       183.784  (meters)     602.96   (feet)  ADJUSTED  
 CS1940  ___________________________________________________________________
 CS1940  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS1940  DYNAMIC HT  -         183.569 (meters)     602.26  (feet)  COMP
 CS1940  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 CS1940
 CS1940  VERT ORDER  -  SECOND    CLASS 0
 CS1940
 CS1940.The horizontal coordinates were scaled from a topographic map and have
 CS1940.an estimated accuracy of +/- 6 seconds.
 CS1940
 CS1940.The orthometric height was determined by differential leveling
 CS1940.and adjusted by the National Geodetic Survey in June 1991..
 CS1940
 CS1940.The geoid height was determined by GEOID03.
 CS1940
 CS1940.The dynamic height is computed by dividing the NAVD 88
 CS1940.geopotential number by the normal gravity value computed on the
 CS1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1940.degrees latitude (g = 980.6199 gals.).
 CS1940
 CS1940.The modeled gravity was interpolated from observed gravity values.
 CS1940
 CS1940;                    North         East    Units  Estimated Accuracy
 CS1940;SPC TXNC     - 2,128,580.      713,270.      MT  (+/- 180 meters Scaled)
 CS1940
 CS1940                          SUPERSEDED SURVEY CONTROL
 CS1940
 CS1940  NGVD 29 (??/??/92)  183.771  (m)          602.92   (f) ADJ UNCH    2 0
 CS1940
 CS1940.Superseded values are not recommended for survey control.
 CS1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1940.See file dsdata.txt to determine how the superseded data were derived.
 CS1940
 CS1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB600326(NAD 83)
 CS1940_MARKER: DB = BENCH MARK DISK
 CS1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1940_STAMPING: A 942 1946
 CS1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1940+STABILITY: SURFACE MOTION
 CS1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1940+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 CS1940
 CS1940  HISTORY     - Date     Condition        Report By
 CS1940  HISTORY     - 1946     MONUMENTED       CGS
 CS1940  HISTORY     - 1984     GOOD             NGS
 CS1940  HISTORY     - 19960921 GOOD             USPSQD
 CS1940  HISTORY     - 20020603 GOOD             INDIV
 CS1940
 CS1940                          STATION DESCRIPTION
 CS1940
 CS1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1940'7.2 MI NE FROM FORT WORTH.
 CS1940'7.2 MILES NORTHEAST OF FORT WORTH, TARRANT COUNTY.  THIS BENCH MARK
 CS1940'MAY BE REACHED FROM THE STATION BY GOING 3.7 MILES NORTH ALONG THE
 CS1940'GULF, COLORADO AND SANTA FE RAILWAY, THENCE 0.4 MILE EAST ALONG
 CS1940'TWENTY-NINTH STREET, AND THENCE 3.1 MILES NORTHEAST ALONG THE ST.
 CS1940'LOUIS SOUTHWESTERN RAILWAY.  IT IS THREE POLES NORTHEAST OF MILEPOST
 CS1940'628-15, 94 FEET NORTHEAST OF A SWITCH, AT A ROAD CROSSING, 131 FEET
 CS1940'WEST OF THE CENTERLINE OF THE ROAD, 49 FEET NORTH OF THE CENTERLINE OF
 CS1940'THE TRACK, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A
 CS1940'WHITE WOODEN WITNESS POST, AND 2.5 FEET LOWER THAN THE TRACK.  A
 CS1940'STANDARD DISK, STAMPED A 942 1946 AND SET IN THE TOP OF A CONCRETE
 CS1940'POST PROJECTING 3 INCHES ABOVE GROUND.
 CS1940
 CS1940                          STATION RECOVERY (1984)
 CS1940
 CS1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1940'RECOVERED IN GOOD CONDITION.
 CS1940
 CS1940                          STATION RECOVERY (1996)
 CS1940
 CS1940'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1940'RECOVERED IN GOOD CONDITION.
 CS1940
 CS1940                          STATION RECOVERY (2002)
 CS1940
 CS1940'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1928 ***********************************************************************
 CS1928  DESIGNATION -  A 943 RESET 1956
 CS1928  PID         -  CS1928
 CS1928  STATE/COUNTY-  TX/TARRANT
 CS1928  USGS QUAD   -  KELLER (1981)
 CS1928
 CS1928                         *CURRENT SURVEY CONTROL
 CS1928  ___________________________________________________________________
 CS1928* NAD 83(1986)-  32 53 51.     (N)    097 15 30.     (W)     SCALED    
 CS1928* NAVD 88     -       209.22   (+/-2cm)     686.4    (feet)  VERTCON   
 CS1928  ___________________________________________________________________
 CS1928  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS1928
 CS1928  VERT ORDER  -  THIRD (See Below)
 CS1928
 CS1928.The horizontal coordinates were scaled from a topographic map and have
 CS1928.an estimated accuracy of +/- 6 seconds.
 CS1928
 CS1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1928.The vertical order pertains to the NGVD 29 superseded value.
 CS1928
 CS1928.The geoid height was determined by GEOID03.
 CS1928
 CS1928;                    North         East    Units  Estimated Accuracy
 CS1928;SPC TXNC     - 2,137,170.      716,160.      MT  (+/- 180 meters Scaled)
 CS1928
 CS1928                          SUPERSEDED SURVEY CONTROL
 CS1928
 CS1928  NGVD 29 (01/29/03)  209.20   (m)          686.4    (f) RESET       3  
 CS1928
 CS1928.Superseded values are not recommended for survey control.
 CS1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1928.See file dsdata.txt to determine how the superseded data were derived.
 CS1928
 CS1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB628412(NAD 83)
 CS1928_MARKER: DB = BENCH MARK DISK
 CS1928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1928_SP_SET: CULVERT
 CS1928_STAMPING: A 943 RESET 1956
 CS1928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1928
 CS1928  HISTORY     - Date     Condition        Report By
 CS1928  HISTORY     - 1956     MONUMENTED       CGS
 CS1928  HISTORY     - 1962     GOOD             NGS
 CS1928  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1928
 CS1928                          STATION DESCRIPTION
 CS1928
 CS1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1928'2.5 MI S FROM KELLER.
 CS1928'2.5 MILES SOUTH ALONG U.S. HIGHWAY 377 FROM THE FIRST BAPTIST CHURCH
 CS1928'AT KELLER, TARRANT COUNTY, 0.2 MILE NORTH OF THE INTERSECTION OF AN
 CS1928'EAST-AND-WEST ROAD, 30 YARDS SOUTHWEST OF A CONCRETE CULVERT, BETWEEN
 CS1928'THE HIGHWAY AND THE TEXAS AND PACIFIC RAILWAY, 50 FEET WEST OF THE
 CS1928'CENTERLINE OF THE HIGHWAY, AND 12 YARDS EAST OF THE CENTERLINE OF THE
 CS1928'TRACK.  A STANDARD DISK, STAMPED A 943 RESET 1956 AND SET IN THE TOP
 CS1928'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE MARK
 CS1928'APPEARED TO BE SLIGHTLY TITLED BUT THE MARK WAS SOLID AT TIME OF
 CS1928'RECOVERY.
 CS1928
 CS1928                          STATION RECOVERY (1990)
 CS1928
 CS1928'RECOVERY NOTE BY US POWER SQUADRON 1990 (LTS)
 CS1928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2021 ***********************************************************************
 CS2021  DESIGNATION -  A 945
 CS2021  PID         -  CS2021
 CS2021  STATE/COUNTY-  TX/TARRANT
 CS2021  USGS QUAD   -  HALTOM CITY (1981)
 CS2021
 CS2021                         *CURRENT SURVEY CONTROL
 CS2021  ___________________________________________________________________
 CS2021* NAD 83(1986)-  32 50 36.     (N)    097 19 38.     (W)     SCALED    
 CS2021* NAVD 88     -       197.515  (meters)     648.01   (feet)  ADJUSTED  
 CS2021  ___________________________________________________________________
 CS2021  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS2021  DYNAMIC HT  -         197.283 (meters)     647.25  (feet)  COMP
 CS2021  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 CS2021
 CS2021  VERT ORDER  -  SECOND    CLASS 0
 CS2021
 CS2021.The horizontal coordinates were scaled from a topographic map and have
 CS2021.an estimated accuracy of +/- 6 seconds.
 CS2021
 CS2021.The orthometric height was determined by differential leveling
 CS2021.and adjusted by the National Geodetic Survey in June 1991..
 CS2021
 CS2021.The geoid height was determined by GEOID03.
 CS2021
 CS2021.The dynamic height is computed by dividing the NAVD 88
 CS2021.geopotential number by the normal gravity value computed on the
 CS2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2021.degrees latitude (g = 980.6199 gals.).
 CS2021
 CS2021.The modeled gravity was interpolated from observed gravity values.
 CS2021
 CS2021;                    North         East    Units  Estimated Accuracy
 CS2021;SPC TXNC     - 2,131,090.      709,780.      MT  (+/- 180 meters Scaled)
 CS2021
 CS2021                          SUPERSEDED SURVEY CONTROL
 CS2021
 CS2021  NGVD 29 (??/??/92)  197.502  (m)          647.97   (f) ADJ UNCH    2 0
 CS2021
 CS2021.Superseded values are not recommended for survey control.
 CS2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2021.See file dsdata.txt to determine how the superseded data were derived.
 CS2021
 CS2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB565351(NAD 83)
 CS2021_MARKER: DB = BENCH MARK DISK
 CS2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2021_STAMPING: A 945 1946
 CS2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2021+STABILITY: SURFACE MOTION
 CS2021
 CS2021  HISTORY     - Date     Condition        Report By
 CS2021  HISTORY     - 1946     MONUMENTED       CGS
 CS2021  HISTORY     - 1957     GOOD             NGS
 CS2021  HISTORY     - 1984     GOOD             NGS
 CS2021
 CS2021                          STATION DESCRIPTION
 CS2021
 CS2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS2021'2.5 MI SE FROM SAGINAW.
 CS2021'AT THE OLD RITCHEY FLYING SERVICE AIRPORT, NOW INACTIVE AND USED FOR
 CS2021'RANCHING ACTIVITIES.  IT IS 0.1 MILE NORTH OF THE WEST END OF THE
 CS2021'METAL HANGER, IN THE EAST-WEST FENCE ON THE NORTH SIDE OF THE PASTURE,
 CS2021'1 FOOT SOUTH OF THE FENCE AND 45.5 FEET WEST OF A 20 INCH HACKBERRY
 CS2021'TREE.  IT IS A STANDARD DISK STAMPED A 945 1946 IN A CONCRETE POST
 CS2021'PROJECTING ABOUT 4 INCHES.  NOTE-- TO REACH FROM SAGINAW-- GO EAST ON
 CS2021'THE HARD-SURFACED ROAD 01.3 MILES.  THEN TURN RIGHT ON F.M. ROAD 157
 CS2021'AND SOUTH 01.0 MILE TO A T ROAD EAST.  GO EAST ON THIS ROAD 01.3 MILES
 CS2021'TO A T ROAD SOUTH.  GO SOUTH HERE 0.3 MILE TO THE ENTRANCE ROAD TO THE
 CS2021'RITCHEY RANCH ON THE RIGHT.  TURN RIGHT HERE THROUGH THE ARCH GATE AND
 CS2021'GO WEST ON THE MAIN ROAD, PASSING TO THE SOUTH OF THE RANCH HOUSE, 0.3
 CS2021'MILE TO THE HANGER AND OTHER RANCH BUILDINGS AND THE MARK AS
 CS2021'DESCRIBED.
 CS2021
 CS2021                          STATION RECOVERY (1984)
 CS2021
 CS2021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0719 ***********************************************************************
 DN0719  DESIGNATION -  A 947
 DN0719  PID         -  DN0719
 DN0719  STATE/COUNTY-  TX/DENTON
 DN0719  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN0719
 DN0719                         *CURRENT SURVEY CONTROL
 DN0719  ___________________________________________________________________
 DN0719* NAD 83(1986)-  33 06 38.     (N)    097 01 02.     (W)     SCALED    
 DN0719* NAVD 88     -       168.672  (meters)     553.38   (feet)  ADJUSTED  
 DN0719  ___________________________________________________________________
 DN0719  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DN0719  DYNAMIC HT  -         168.480 (meters)     552.75  (feet)  COMP
 DN0719  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 DN0719
 DN0719  VERT ORDER  -  SECOND    CLASS 0
 DN0719
 DN0719.The horizontal coordinates were scaled from a topographic map and have
 DN0719.an estimated accuracy of +/- 6 seconds.
 DN0719
 DN0719.The orthometric height was determined by differential leveling
 DN0719.and adjusted by the National Geodetic Survey in June 1991..
 DN0719
 DN0719.The geoid height was determined by GEOID03.
 DN0719
 DN0719.The dynamic height is computed by dividing the NAVD 88
 DN0719.geopotential number by the normal gravity value computed on the
 DN0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0719.degrees latitude (g = 980.6199 gals.).
 DN0719
 DN0719.The modeled gravity was interpolated from observed gravity values.
 DN0719
 DN0719;                    North         East    Units  Estimated Accuracy
 DN0719;SPC TXNC     - 2,161,090.      738,380.      MT  (+/- 180 meters Scaled)
 DN0719
 DN0719                          SUPERSEDED SURVEY CONTROL
 DN0719
 DN0719  NGVD 29 (??/??/92)  168.665  (m)          553.36   (f) ADJ UNCH    2 0
 DN0719
 DN0719.Superseded values are not recommended for survey control.
 DN0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0719.See file dsdata.txt to determine how the superseded data were derived.
 DN0719
 DN0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB850652(NAD 83)
 DN0719_MARKER: DB = BENCH MARK DISK
 DN0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0719_STAMPING: A 947 1946
 DN0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0719+STABILITY: SURFACE MOTION
 DN0719
 DN0719  HISTORY     - Date     Condition        Report By
 DN0719  HISTORY     - 1946     MONUMENTED       CGS
 DN0719  HISTORY     - 1960     GOOD             NGS
 DN0719  HISTORY     - 19950630 GOOD             USPSQD
 DN0719  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0719
 DN0719                          STATION DESCRIPTION
 DN0719
 DN0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0719'1.0 MI E FROM LAKE DALLAS.
 DN0719'1.0 MILE EAST OF LAKE DALLAS, DENTON COUNTY, 0.8 MILE SOUTH AND EAST
 DN0719'OF THE POST OFFICE, ALONG THE ROAD TO THE DALLAS LAKE DAM, AT THE EAST
 DN0719'END OF A CURVE, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET
 DN0719'EAST OF AN REA POWER POLE, 1 FOOT SOUTH OF A FENCE, 6 FEET EAST OF A
 DN0719'FENCE NORTH, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, STAMPED A 947
 DN0719'1946 AND SET IN THE TOP OF A CONCRETE POST.
 DN0719
 DN0719                          STATION RECOVERY (1995)
 DN0719
 DN0719'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0719'RECOVERED IN GOOD CONDITION.
 DN0719
 DN0719                          STATION RECOVERY (2005)
 DN0719
 DN0719'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1257 ***********************************************************************
 CS1257  DESIGNATION -  A 948
 CS1257  PID         -  CS1257
 CS1257  STATE/COUNTY-  TX/DALLAS
 CS1257  USGS QUAD   -  CARROLLTON (1981)
 CS1257
 CS1257                         *CURRENT SURVEY CONTROL
 CS1257  ___________________________________________________________________
 CS1257* NAD 83(1986)-  32 58 05.     (N)    096 54 59.     (W)     SCALED    
 CS1257* NAVD 88     -       139.529  (meters)     457.77   (feet)  ADJUSTED  
 CS1257  ___________________________________________________________________
 CS1257  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CS1257  DYNAMIC HT  -         139.370 (meters)     457.25  (feet)  COMP
 CS1257  MODELED GRAV-     979,496.5   (mgal)                       NAVD 88
 CS1257
 CS1257  VERT ORDER  -  SECOND    CLASS 0
 CS1257
 CS1257.The horizontal coordinates were scaled from a topographic map and have
 CS1257.an estimated accuracy of +/- 6 seconds.
 CS1257
 CS1257.The orthometric height was determined by differential leveling
 CS1257.and adjusted by the National Geodetic Survey in June 1991..
 CS1257
 CS1257.The geoid height was determined by GEOID03.
 CS1257
 CS1257.The dynamic height is computed by dividing the NAVD 88
 CS1257.geopotential number by the normal gravity value computed on the
 CS1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1257.degrees latitude (g = 980.6199 gals.).
 CS1257
 CS1257.The modeled gravity was interpolated from observed gravity values.
 CS1257
 CS1257;                    North         East    Units  Estimated Accuracy
 CS1257;SPC TXNC     - 2,145,430.      748,020.      MT  (+/- 180 meters Scaled)
 CS1257
 CS1257                          SUPERSEDED SURVEY CONTROL
 CS1257
 CS1257  NGVD 29 (??/??/92)  139.529  (m)          457.77   (f) ADJ UNCH    2 0
 CS1257
 CS1257.Superseded values are not recommended for survey control.
 CS1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1257.See file dsdata.txt to determine how the superseded data were derived.
 CS1257
 CS1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB947496(NAD 83)
 CS1257_MARKER: DB = BENCH MARK DISK
 CS1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1257_STAMPING: A 948 1946
 CS1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1257+STABILITY: SURFACE MOTION
 CS1257
 CS1257  HISTORY     - Date     Condition        Report By
 CS1257  HISTORY     - 1946     MONUMENTED       CGS
 CS1257  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1257  HISTORY     - 20000209 MARK NOT FOUND   USPSQD
 CS1257
 CS1257                          STATION DESCRIPTION
 CS1257
 CS1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1257'1.1 MI NW FROM CARROLLTON.
 CS1257'1.1 MILES NORTHWEST ALONG A PAVED ROAD FROM THE MISSOURI-KANSAS-TEXAS
 CS1257'RAILROAD OF TEXAS STATION AT CARROLLTON, DALLAS COUNTY, AT THE
 CS1257'INTERSECTION OF AN EAST-AND-WEST GRAVEL ROAD, 60 FEET SOUTH OF THE
 CS1257'CENTERLINE OF THE GRAVEL ROAD, 37 FEET NORTHEAST OF THE CENTERLINE OF
 CS1257'THE PAVED ROAD, 47 FEET WEST OF THE CENTERLINE OF A RAILROAD TRACK, 1
 CS1257'FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE PAVED
 CS1257'ROAD.  A STANDARD DISK, STAMPED A 948 1946 AND SET IN THE TOP OF A
 CS1257'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- THE POSITION
 CS1257'OF THE MARK IS UNDER SEVERAL FEET OF DIRT FROM CURRENT ROAD WIDENING.
 CS1257
 CS1257                          STATION RECOVERY (2000)
 CS1257
 CS1257'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0661 ***********************************************************************
 DN0661  DESIGNATION -  A 949
 DN0661  PID         -  DN0661
 DN0661  STATE/COUNTY-  TX/DENTON
 DN0661  USGS QUAD   -  DENTON EAST (1978)
 DN0661
 DN0661                         *CURRENT SURVEY CONTROL
 DN0661  ___________________________________________________________________
 DN0661* NAD 83(1986)-  33 14 07.     (N)    097 00 15.     (W)     SCALED    
 DN0661* NAVD 88     -       186.760  (meters)     612.73   (feet)  ADJUSTED  
 DN0661  ___________________________________________________________________
 DN0661  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DN0661  DYNAMIC HT  -         186.554 (meters)     612.05  (feet)  COMP
 DN0661  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 DN0661
 DN0661  VERT ORDER  -  SECOND    CLASS 0
 DN0661
 DN0661.The horizontal coordinates were scaled from a topographic map and have
 DN0661.an estimated accuracy of +/- 6 seconds.
 DN0661
 DN0661.The orthometric height was determined by differential leveling
 DN0661.and adjusted by the National Geodetic Survey in June 1991..
 DN0661
 DN0661.The geoid height was determined by GEOID03.
 DN0661
 DN0661.The dynamic height is computed by dividing the NAVD 88
 DN0661.geopotential number by the normal gravity value computed on the
 DN0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0661.degrees latitude (g = 980.6199 gals.).
 DN0661
 DN0661.The modeled gravity was interpolated from observed gravity values.
 DN0661
 DN0661;                    North         East    Units  Estimated Accuracy
 DN0661;SPC TXNC     - 2,174,940.      739,400.      MT  (+/- 180 meters Scaled)
 DN0661
 DN0661                          SUPERSEDED SURVEY CONTROL
 DN0661
 DN0661  NGVD 29 (??/??/92)  186.758  (m)          612.72   (f) ADJ UNCH    2 0
 DN0661
 DN0661.Superseded values are not recommended for survey control.
 DN0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0661.See file dsdata.txt to determine how the superseded data were derived.
 DN0661
 DN0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB859791(NAD 83)
 DN0661_MARKER: DB = BENCH MARK DISK
 DN0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0661_STAMPING: A 949 1946
 DN0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0661+STABILITY: SURFACE MOTION
 DN0661
 DN0661  HISTORY     - Date     Condition        Report By
 DN0661  HISTORY     - 1946     MONUMENTED       CGS
 DN0661  HISTORY     - 1960     GOOD             NGS
 DN0661  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0661  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0661  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0661
 DN0661                          STATION DESCRIPTION
 DN0661
 DN0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0661'8.4 MI E FROM DENTON.
 DN0661'8.4 MILES EAST OF DENTON, DENTON COUNTY, 3.1 MILES NORTHEAST ALONG A
 DN0661'GRAVEL ROAD PARALLELING THE TEXAS AND PACIFIC RAILWAY, AND 4.3 MILES
 DN0661'EAST ALONG A GRAVEL ROAD.  0.9 MILE WEST OF THE CROSSROADS STORE, 33.5
 DN0661'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A
 DN0661'NORTH-AND-SOUTH FENCE, 1 FOOT SOUTH OF AN EAST-AND-WEST FENCE, 1 FOOT
 DN0661'WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A
 DN0661'STANDARD DISK, STAMPED A 949 1946 AND SET IN THE TOP OF A CONCRETE
 DN0661'POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- IT IS NOW ALONG A
 DN0661'GRADED ROAD ABOUT 1/4 MILE NORTH OF HIGHWAY NO. 24 AND IS 0.7 MILE
 DN0661'EAST OF THE JUNCTION OF THE ROAD AND NO. 24 WHICH IS AT THE TOP OF THE
 DN0661'GRADE ON THE EAST SIDE OF THE LAKE DALLAS AREA.
 DN0661
 DN0661                          STATION RECOVERY (1995)
 DN0661
 DN0661'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0661'MARK NOT FOUND.
 DN0661
 DN0661                          STATION RECOVERY (1998)
 DN0661
 DN0661'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0661'MARK NOT FOUND.
 DN0661
 DN0661                          STATION RECOVERY (2005)
 DN0661
 DN0661'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0128 ***********************************************************************
 DM0128  DESIGNATION -  A 95
 DM0128  PID         -  DM0128
 DM0128  STATE/COUNTY-  TX/WEBB
 DM0128  USGS QUAD   -  TEXARKANA (1975)
 DM0128
 DM0128                         *CURRENT SURVEY CONTROL
 DM0128  ___________________________________________________________________
 DM0128* NAD 83(1986)-  33 29 22.     (N)    094 02 52.     (W)     SCALED    
 DM0128* NAVD 88     -        94.741  (meters)     310.83   (feet)  ADJUSTED  
 DM0128  ___________________________________________________________________
 DM0128  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DM0128  DYNAMIC HT  -          94.641 (meters)     310.50  (feet)  COMP
 DM0128  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 DM0128
 DM0128  VERT ORDER  -  FIRST     CLASS II
 DM0128
 DM0128.The horizontal coordinates were scaled from a topographic map and have
 DM0128.an estimated accuracy of +/- 6 seconds.
 DM0128
 DM0128.The orthometric height was determined by differential leveling
 DM0128.and adjusted by the National Geodetic Survey in June 1991..
 DM0128
 DM0128.The geoid height was determined by GEOID03.
 DM0128
 DM0128.The dynamic height is computed by dividing the NAVD 88
 DM0128.geopotential number by the normal gravity value computed on the
 DM0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0128.degrees latitude (g = 980.6199 gals.).
 DM0128
 DM0128.The modeled gravity was interpolated from observed gravity values.
 DM0128
 DM0128;                    North         East    Units  Estimated Accuracy
 DM0128;SPC TX S     - 5,875,950.      716,340.      MT  (+/- 180 meters Scaled)
 DM0128
 DM0128                          SUPERSEDED SURVEY CONTROL
 DM0128
 DM0128  NGVD 29 (??/??/92)   94.756  (m)          310.88   (f) ADJ UNCH    1 2
 DM0128
 DM0128.Superseded values are not recommended for survey control.
 DM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0128.See file dsdata.txt to determine how the superseded data were derived.
 DM0128
 DM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT026060(NAD 83)
 DM0128_MARKER: DD = SURVEY DISK
 DM0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0128_STAMPING: 527.985 A 95 1933
 DM0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0128+STABILITY: SURFACE MOTION
 DM0128
 DM0128  HISTORY     - Date     Condition        Report By
 DM0128  HISTORY     - 1933     MONUMENTED       CGS
 DM0128  HISTORY     - 1965     GOOD             USGS
 DM0128  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0128
 DM0128                          STATION DESCRIPTION
 DM0128
 DM0128'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DM0128'11.2 MI W FROM AGUILARES.
 DM0128'11.2 MILES WEST ALONG THE TEX-MEX RR FROM AGUILARES, 880 FEET WEST OF
 DM0128'MILEPOST 20, 1270 FEET WEST OF THE CENTERLINE OF THE RR AT A SMALL
 DM0128'TRESSEL OVER A DRAIN, 1300 FEET EAST OF THE CENTERLINE OF THE RAILROAD
 DM0128'AT A N-S FENCE LINE, 33 FT SOUTH OF THE CENTERLINE OF THE TRACK, A
 DM0128'STANDARD TABLET IN A CONCRETE POST EXTENDING 0.7 FT AND 18 FEET NORTH
 DM0128'OF THE ROW FENCE.  STAMPED 527.985 A 95 1933.
 DM0128
 DM0128                          STATION RECOVERY (1985)
 DM0128
 DM0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0786 ***********************************************************************
 AJ0786  DESIGNATION -  A 95
 AJ0786  PID         -  AJ0786
 AJ0786  STATE/COUNTY-  TX/WEBB
 AJ0786  USGS QUAD   -  BURRITO TANK (1980)
 AJ0786
 AJ0786                         *CURRENT SURVEY CONTROL
 AJ0786  ___________________________________________________________________
 AJ0786* NAD 83(1986)-  27 30 49.     (N)    099 13 43.     (W)     SCALED    
 AJ0786* NAVD 88     -       160.917  (meters)     527.94   (feet)  ADJUSTED  
 AJ0786  ___________________________________________________________________
 AJ0786  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AJ0786  DYNAMIC HT  -         160.662 (meters)     527.11  (feet)  COMP
 AJ0786  MODELED GRAV-     979,056.9   (mgal)                       NAVD 88
 AJ0786
 AJ0786  VERT ORDER  -  FIRST     CLASS II
 AJ0786
 AJ0786.The horizontal coordinates were scaled from a topographic map and have
 AJ0786.an estimated accuracy of +/- 6 seconds.
 AJ0786
 AJ0786.The orthometric height was determined by differential leveling
 AJ0786.and adjusted by the National Geodetic Survey in June 1991..
 AJ0786
 AJ0786.The geoid height was determined by GEOID03.
 AJ0786
 AJ0786.The dynamic height is computed by dividing the NAVD 88
 AJ0786.geopotential number by the normal gravity value computed on the
 AJ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0786.degrees latitude (g = 980.6199 gals.).
 AJ0786
 AJ0786.The modeled gravity was interpolated from observed gravity values.
 AJ0786
 AJ0786;                    North         East    Units  Estimated Accuracy
 AJ0786;SPC TX S     - 5,204,840.      228,020.      MT  (+/- 180 meters Scaled)
 AJ0786
 AJ0786                          SUPERSEDED SURVEY CONTROL
 AJ0786
 AJ0786  NGVD 29 (??/??/92)  160.930  (m)          527.98   (f) ADJ UNCH    1 2
 AJ0786
 AJ0786.Superseded values are not recommended for survey control.
 AJ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0786.See file dsdata.txt to determine how the superseded data were derived.
 AJ0786
 AJ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR774433(NAD 83)
 AJ0786_MARKER: DB = BENCH MARK DISK
 AJ0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0786_STAMPING: 527.985 A 95 1933
 AJ0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0786+STABILITY: SURFACE MOTION
 AJ0786
 AJ0786  HISTORY     - Date     Condition        Report By
 AJ0786  HISTORY     - 1933     MONUMENTED       CGS
 AJ0786  HISTORY     - 1965     GOOD             USGS
 AJ0786
 AJ0786                          STATION DESCRIPTION
 AJ0786
 AJ0786'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ0786'11.2 MI W FROM AGUILARES.
 AJ0786'11.2 MILES WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE POST OFFICE
 AJ0786'AT AGUILARES, ABOUT 830 FEET WEST OF MILEPOST 20, 1270 FT WEST OF A
 AJ0786'RAILROAD TRESSEL OVER A DRAIN, 1300 FEET EAST OF THE CENTERLINE OF THE
 AJ0786'RAILROAD AT A NORTH-SOUTH FENCE LINE, 33 FT SOUTH OF THE CENTERLINE OF
 AJ0786'THE TRACK, 18 FEET NORTH OF THE ROW FENCE, STANDARD TABLET IN A
 AJ0786'CONCRETE POST EXTENDING 0.7 FEET ABOVE GROUND AND STAMPED 527.985 A 95
 AJ0786'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0653 ***********************************************************************
 DN0653  DESIGNATION -  A 950
 DN0653  PID         -  DN0653
 DN0653  STATE/COUNTY-  TX/DENTON
 DN0653  USGS QUAD   -  SANGER (1978)
 DN0653
 DN0653                         *CURRENT SURVEY CONTROL
 DN0653  ___________________________________________________________________
 DN0653* NAD 83(1986)-  33 15 56.     (N)    097 07 59.     (W)     SCALED    
 DN0653* NAVD 88     -       210.224  (meters)     689.71   (feet)  ADJUSTED  
 DN0653  ___________________________________________________________________
 DN0653  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DN0653  DYNAMIC HT  -         209.991 (meters)     688.95  (feet)  COMP
 DN0653  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 DN0653
 DN0653  VERT ORDER  -  SECOND    CLASS 0
 DN0653
 DN0653.The horizontal coordinates were scaled from a topographic map and have
 DN0653.an estimated accuracy of +/- 6 seconds.
 DN0653
 DN0653.The orthometric height was determined by differential leveling
 DN0653.and adjusted by the National Geodetic Survey in June 1991..
 DN0653
 DN0653.The geoid height was determined by GEOID03.
 DN0653
 DN0653.The dynamic height is computed by dividing the NAVD 88
 DN0653.geopotential number by the normal gravity value computed on the
 DN0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0653.degrees latitude (g = 980.6199 gals.).
 DN0653
 DN0653.The modeled gravity was interpolated from observed gravity values.
 DN0653
 DN0653;                    North         East    Units  Estimated Accuracy
 DN0653;SPC TXNC     - 2,178,130.      727,340.      MT  (+/- 180 meters Scaled)
 DN0653
 DN0653                          SUPERSEDED SURVEY CONTROL
 DN0653
 DN0653  NGVD 29 (??/??/92)  210.208  (m)          689.66   (f) ADJ UNCH    2 0
 DN0653
 DN0653.Superseded values are not recommended for survey control.
 DN0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0653.See file dsdata.txt to determine how the superseded data were derived.
 DN0653
 DN0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB738822(NAD 83)
 DN0653_MARKER: DB = BENCH MARK DISK
 DN0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0653_STAMPING: A 950 1946
 DN0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0653+STABILITY: SURFACE MOTION
 DN0653
 DN0653  HISTORY     - Date     Condition        Report By
 DN0653  HISTORY     - 1946     MONUMENTED       CGS
 DN0653  HISTORY     - 1960     GOOD             NGS
 DN0653  HISTORY     - 19950630 GOOD             USPSQD
 DN0653  HISTORY     - 19980214 GOOD             USPSQD
 DN0653  HISTORY     - 20040728 MARK NOT FOUND   JCLS
 DN0653
 DN0653                          STATION DESCRIPTION
 DN0653
 DN0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0653'3.3 MI N FROM DENTON.
 DN0653'3.3 MILES NORTH OF THE COURT HOUSE IN DENTON, AND 0.1 MILE WEST OF
 DN0653'F.M. ROAD NO. 2164, AT THE SITE OF THE OLD COLLEGE AIRPORT.  IT IS 3
 DN0653'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD RED, METAL BUILDING
 DN0653'USED AS A RANCH BUILDING, AT THE OPPOSITE CORNER OF THE BUILDING FROM
 DN0653'B.M.M 914.  A STANDARD DISK STAMPED A 950 1946 IN A CONCRETE POST
 DN0653'WHICH PROJECTS ABOUT 5 INCHES.
 DN0653
 DN0653                          STATION RECOVERY (1995)
 DN0653
 DN0653'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0653'RECOVERED IN GOOD CONDITION.
 DN0653
 DN0653                          STATION RECOVERY (1998)
 DN0653
 DN0653'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0653'RECOVERED IN GOOD CONDITION.
 DN0653
 DN0653                          STATION RECOVERY (2004)
 DN0653
 DN0653'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DN0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0860 ***********************************************************************
 CS0860  DESIGNATION -  A 952
 CS0860  PID         -  CS0860
 CS0860  STATE/COUNTY-  TX/NAVARRO
 CS0860  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0860
 CS0860                         *CURRENT SURVEY CONTROL
 CS0860  ___________________________________________________________________
 CS0860* NAD 83(1986)-  32 05 57.     (N)    096 42 09.     (W)     SCALED    
 CS0860* NAVD 88     -       178.073  (meters)     584.23   (feet)  ADJUSTED  
 CS0860  ___________________________________________________________________
 CS0860  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CS0860  DYNAMIC HT  -         177.865 (meters)     583.55  (feet)  COMP
 CS0860  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 CS0860
 CS0860  VERT ORDER  -  SECOND    CLASS 0
 CS0860
 CS0860.The horizontal coordinates were scaled from a topographic map and have
 CS0860.an estimated accuracy of +/- 6 seconds.
 CS0860
 CS0860.The orthometric height was determined by differential leveling
 CS0860.and adjusted by the National Geodetic Survey in June 1991..
 CS0860
 CS0860.The geoid height was determined by GEOID03.
 CS0860
 CS0860.The dynamic height is computed by dividing the NAVD 88
 CS0860.geopotential number by the normal gravity value computed on the
 CS0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0860.degrees latitude (g = 980.6199 gals.).
 CS0860
 CS0860.The modeled gravity was interpolated from observed gravity values.
 CS0860
 CS0860;                    North         East    Units  Estimated Accuracy
 CS0860;SPC TXNC     - 2,049,410.      769,660.      MT  (+/- 180 meters Scaled)
 CS0860
 CS0860                          SUPERSEDED SURVEY CONTROL
 CS0860
 CS0860  NGVD 29 (??/??/92)  178.057  (m)          584.18   (f) ADJ UNCH    2 0
 CS0860
 CS0860.Superseded values are not recommended for survey control.
 CS0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0860.See file dsdata.txt to determine how the superseded data were derived.
 CS0860
 CS0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA168537(NAD 83)
 CS0860_MARKER: DB = BENCH MARK DISK
 CS0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0860_STAMPING: A 952 1946
 CS0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0860+STABILITY: SURFACE MOTION
 CS0860
 CS0860  HISTORY     - Date     Condition        Report By
 CS0860  HISTORY     - 1946     MONUMENTED       CGS
 CS0860  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0860
 CS0860                          STATION DESCRIPTION
 CS0860
 CS0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0860'1.3 MI E FROM BLOOMING GROVE.
 CS0860'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.3 MILE
 CS0860'ALONG MAIN STREET, THENCE EAST 1.0 MILE ALONG STATE HIGHWAY NO.22 TO
 CS0860'SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE HIGHWAY AND A
 CS0860'NORTH-SOUTH ROAD, 62.0 FEET SOUTH OF AND ABOUT 1.0 FOOT LOWER THAN THE
 CS0860'CENTER LINE OF THE HIGHWAY, 39.0 FEET WEST OF THE CENTER LINE OF THE
 CS0860'ROAD, 11.0 FEET WEST OF A FENCE CORNER AND 1.0 FOOT EAST OF A 4 IN. X
 CS0860'4 IN. MARKER POST.  A BRONZE DISK STAMPED A 952 1946 SET IN THE TOP OF
 CS0860'A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 CS0860
 CS0860                          STATION RECOVERY (2002)
 CS0860
 CS0860'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDR)
 CS0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0918 ***********************************************************************
 CS0918  DESIGNATION -  A 954
 CS0918  PID         -  CS0918
 CS0918  STATE/COUNTY-  TX/NAVARRO
 CS0918  USGS QUAD   -  CORBET (1978)
 CS0918
 CS0918                         *CURRENT SURVEY CONTROL
 CS0918  ___________________________________________________________________
 CS0918* NAD 83(1986)-  32 05 37.     (N)    096 33 51.     (W)     SCALED    
 CS0918* NAVD 88     -       133.126  (meters)     436.76   (feet)  ADJUSTED  
 CS0918  ___________________________________________________________________
 CS0918  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CS0918  DYNAMIC HT  -         132.971 (meters)     436.26  (feet)  COMP
 CS0918  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 CS0918
 CS0918  VERT ORDER  -  SECOND    CLASS 0
 CS0918
 CS0918.The horizontal coordinates were scaled from a topographic map and have
 CS0918.an estimated accuracy of +/- 6 seconds.
 CS0918
 CS0918.The orthometric height was determined by differential leveling
 CS0918.and adjusted by the National Geodetic Survey in June 1991..
 CS0918
 CS0918.The geoid height was determined by GEOID03.
 CS0918
 CS0918.The dynamic height is computed by dividing the NAVD 88
 CS0918.geopotential number by the normal gravity value computed on the
 CS0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0918.degrees latitude (g = 980.6199 gals.).
 CS0918
 CS0918.The modeled gravity was interpolated from observed gravity values.
 CS0918
 CS0918;                    North         East    Units  Estimated Accuracy
 CS0918;SPC TXNC     - 2,049,030.      782,730.      MT  (+/- 180 meters Scaled)
 CS0918
 CS0918                          SUPERSEDED SURVEY CONTROL
 CS0918
 CS0918  NGVD 29 (??/??/92)  133.117  (m)          436.73   (f) ADJ UNCH    2 0
 CS0918
 CS0918.Superseded values are not recommended for survey control.
 CS0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0918.See file dsdata.txt to determine how the superseded data were derived.
 CS0918
 CS0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA298534(NAD 83)
 CS0918_MARKER: DB = BENCH MARK DISK
 CS0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0918_SP_SET: CULVERT
 CS0918_STAMPING: A 954 1946
 CS0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0918
 CS0918  HISTORY     - Date     Condition        Report By
 CS0918  HISTORY     - 1946     MONUMENTED       CGS
 CS0918  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0918
 CS0918                          STATION DESCRIPTION
 CS0918
 CS0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0918'4.5 MI E FROM BARRY.
 CS0918'TO REACH FROM THE POST OFFICE AT BARRY GO NORTH 0.2 MILE ALONG MAIN
 CS0918'STREET, THENCE EASTERLY 4.3 MILES ALONG STATE HIGHWAY NO. 22 TO SITE
 CS0918'OF MARK, BENCH MARK IS ABOUT 5.6 MILES WEST OF CORSICANA, 18.0 FEET
 CS0918'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP
 CS0918'OF THE WEST END OF THE NORTH HEADWALL OF A 5 X 25 FT. FIVE COMPARTMENT
 CS0918'CONCRETE CULVERT.  A BRONZE DISK STAMPED A 954 1946 SET IN A DRILL
 CS0918'HOLE IN CONCRETE.
 CS0918
 CS0918                          STATION RECOVERY (2002)
 CS0918
 CS0918'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 CS0918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0932 ***********************************************************************
 CS0932  DESIGNATION -  A 955
 CS0932  PID         -  CS0932
 CS0932  STATE/COUNTY-  TX/NAVARRO
 CS0932  USGS QUAD   -  FROST (1965)
 CS0932
 CS0932                         *CURRENT SURVEY CONTROL
 CS0932  ___________________________________________________________________
 CS0932* NAD 83(1986)-  32 05 02.     (N)    096 47 54.     (W)     SCALED    
 CS0932* NAVD 88     -       162.984  (meters)     534.72   (feet)  ADJUSTED  
 CS0932  ___________________________________________________________________
 CS0932  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CS0932  DYNAMIC HT  -         162.791 (meters)     534.09  (feet)  COMP
 CS0932  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 CS0932
 CS0932  VERT ORDER  -  SECOND    CLASS 0
 CS0932
 CS0932.The horizontal coordinates were scaled from a topographic map and have
 CS0932.an estimated accuracy of +/- 6 seconds.
 CS0932
 CS0932.The orthometric height was determined by differential leveling
 CS0932.and adjusted by the National Geodetic Survey in June 1991..
 CS0932
 CS0932.The geoid height was determined by GEOID03.
 CS0932
 CS0932.The dynamic height is computed by dividing the NAVD 88
 CS0932.geopotential number by the normal gravity value computed on the
 CS0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0932.degrees latitude (g = 980.6199 gals.).
 CS0932
 CS0932.The modeled gravity was interpolated from observed gravity values.
 CS0932
 CS0932;                    North         East    Units  Estimated Accuracy
 CS0932;SPC TXNC     - 2,047,570.      760,640.      MT  (+/- 180 meters Scaled)
 CS0932
 CS0932                          SUPERSEDED SURVEY CONTROL
 CS0932
 CS0932  NGVD 29 (??/??/92)  162.961  (m)          534.65   (f) ADJ UNCH    2 0
 CS0932
 CS0932.Superseded values are not recommended for survey control.
 CS0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0932.See file dsdata.txt to determine how the superseded data were derived.
 CS0932
 CS0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA077518(NAD 83)
 CS0932_MARKER: DB = BENCH MARK DISK
 CS0932_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0932_SP_SET: CULVERT
 CS0932_STAMPING: A 955 1946
 CS0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0932
 CS0932  HISTORY     - Date     Condition        Report By
 CS0932  HISTORY     - 1946     MONUMENTED       CGS
 CS0932  HISTORY     - 20020824 GOOD             USPSQD
 CS0932
 CS0932                          STATION DESCRIPTION
 CS0932
 CS0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0932'0.5 MI E FROM FROST.
 CS0932'TO REACH FROM THE FROST BAPTIST CHURCH AT FROST GO NORTH 1 BLOCK ALONG
 CS0932'MAIN STREET, THENCE EASTERLY 0.5 MILE ALONG STATE HIGHWAY NO. 22 TO
 CS0932'SITE OF MARK, BENCH MARK IS 28.0 FEET NORTH OF AND ABOUT 2.0 FEET
 CS0932'LOWER THAN THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE WEST END OF
 CS0932'THE NORTH HEADWALL OF A 4 X 4 FT. CONCRETE CULVERT.  A BRONZE DISK
 CS0932'STAMPED A 955 1946 SET IN A DRILL HOLE IN CONCRETE.
 CS0932
 CS0932                          STATION RECOVERY (2002)
 CS0932
 CS0932'RECOVERY NOTE BY US POWER SQUADRON 2002 (HRM)
 CS0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2040 ***********************************************************************
 CS2040  DESIGNATION -  A 956
 CS2040  PID         -  CS2040
 CS2040  STATE/COUNTY-  TX/HILL
 CS2040  USGS QUAD   -  ITASCA (1965)
 CS2040
 CS2040                         *CURRENT SURVEY CONTROL
 CS2040  ___________________________________________________________________
 CS2040* NAD 83(1986)-  32 11 27.     (N)    097 09 56.     (W)     SCALED    
 CS2040* NAVD 88     -       204.314  (meters)     670.32   (feet)  ADJUSTED  
 CS2040  ___________________________________________________________________
 CS2040  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CS2040  DYNAMIC HT  -         204.064 (meters)     669.50  (feet)  COMP
 CS2040  MODELED GRAV-     979,412.4   (mgal)                       NAVD 88
 CS2040
 CS2040  VERT ORDER  -  FIRST     CLASS II
 CS2040
 CS2040.The horizontal coordinates were scaled from a topographic map and have
 CS2040.an estimated accuracy of +/- 6 seconds.
 CS2040
 CS2040.The orthometric height was determined by differential leveling
 CS2040.and adjusted by the National Geodetic Survey in June 1991..
 CS2040
 CS2040.The geoid height was determined by GEOID03.
 CS2040
 CS2040.The dynamic height is computed by dividing the NAVD 88
 CS2040.geopotential number by the normal gravity value computed on the
 CS2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2040.degrees latitude (g = 980.6199 gals.).
 CS2040
 CS2040.The modeled gravity was interpolated from observed gravity values.
 CS2040
 CS2040;                    North         East    Units  Estimated Accuracy
 CS2040;SPC TXNC     - 2,058,930.      725,830.      MT  (+/- 180 meters Scaled)
 CS2040
 CS2040                          SUPERSEDED SURVEY CONTROL
 CS2040
 CS2040  NGVD 29 (??/??/92)  204.290  (m)          670.24   (f) ADJ UNCH    1 2
 CS2040
 CS2040.Superseded values are not recommended for survey control.
 CS2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2040.See file dsdata.txt to determine how the superseded data were derived.
 CS2040
 CS2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA729630(NAD 83)
 CS2040_MARKER: DB = BENCH MARK DISK
 CS2040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2040_SP_SET: BRIDGE
 CS2040_STAMPING: A 956 1946
 CS2040_MARK LOGO: CGS   
 CS2040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2040
 CS2040  HISTORY     - Date     Condition        Report By
 CS2040  HISTORY     - 1946     MONUMENTED       CGS
 CS2040  HISTORY     - 1983     GOOD             NGS
 CS2040  HISTORY     - 19950408 GOOD             USPSQD
 CS2040
 CS2040                          STATION DESCRIPTION
 CS2040
 CS2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2040'2.3 MI N FROM ITASCA.
 CS2040'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 CS2040'THE STATION AT ITASCA, TEXAS.  ABOUT 200.0 FEET SOUTH OF MILE POST NO.
 CS2040'799.  17.0 FEET EAST OF THE CENTER LINE OF THE RAILROAD TRACK. 13.0
 CS2040'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY NO. 81.  SET HORIZONTALLY
 CS2040'IN THE TOP OF THE NORTHWEST WINGWALL OF A CONCRETE HIGHWAY BRIDGE AND
 CS2040'STAMPED A 956 1946.  A BRONZE DISK.
 CS2040
 CS2040                          STATION RECOVERY (1983)
 CS2040
 CS2040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2040'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  9.1 KM (5.65
 CS2040'MI) SOUTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM ITS
 CS2040'JUNCTION WITH FARM ROAD 916 IN GRANDVIEW, IN THE CENTER OF THE
 CS2040'NORTHWEST CONCRETE WINGWALL OF A BOX CULVERT UNDER U.S. HIGHWAY 81,
 CS2040'0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 799, 23.6 METERS (77.4 FT)
 CS2040'NORTHEAST OF THE NEAR RAIL, 4.0 METERS (13.1 FT) SOUTHWEST OF THE
 CS2040'CENTERLINE OF THE HIGHWAY AND 0.3 METER (1.0 FT) SOUTHEAST OF THE
 CS2040'NORTHWEST END OF THE WINGWALL.
 CS2040'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CS2040
 CS2040                          STATION RECOVERY (1995)
 CS2040
 CS2040'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1477 ***********************************************************************
 CS1477  DESIGNATION -  A 957
 CS1477  PID         -  CS1477
 CS1477  STATE/COUNTY-  TX/DALLAS
 CS1477  USGS QUAD   -  FERRIS (1968)
 CS1477
 CS1477                         *CURRENT SURVEY CONTROL
 CS1477  ___________________________________________________________________
 CS1477* NAD 83(1986)-  32 33 37.     (N)    096 39 54.     (W)     SCALED    
 CS1477* NAVD 88     -       122.258  (meters)     401.11   (feet)  ADJUSTED  
 CS1477  ___________________________________________________________________
 CS1477  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CS1477  DYNAMIC HT  -         122.118 (meters)     400.65  (feet)  COMP
 CS1477  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CS1477
 CS1477  VERT ORDER  -  SECOND    CLASS 0
 CS1477
 CS1477.The horizontal coordinates were scaled from a topographic map and have
 CS1477.an estimated accuracy of +/- 6 seconds.
 CS1477
 CS1477.The orthometric height was determined by differential leveling
 CS1477.and adjusted by the National Geodetic Survey in June 1991..
 CS1477
 CS1477.The geoid height was determined by GEOID03.
 CS1477
 CS1477.The dynamic height is computed by dividing the NAVD 88
 CS1477.geopotential number by the normal gravity value computed on the
 CS1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1477.degrees latitude (g = 980.6199 gals.).
 CS1477
 CS1477.The modeled gravity was interpolated from observed gravity values.
 CS1477
 CS1477;                    North         East    Units  Estimated Accuracy
 CS1477;SPC TXNC     - 2,100,600.      772,310.      MT  (+/- 180 meters Scaled)
 CS1477
 CS1477                          SUPERSEDED SURVEY CONTROL
 CS1477
 CS1477  NGVD 29 (??/??/92)  122.267  (m)          401.14   (f) ADJ UNCH    2 0
 CS1477
 CS1477.Superseded values are not recommended for survey control.
 CS1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1477.See file dsdata.txt to determine how the superseded data were derived.
 CS1477
 CS1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB192049(NAD 83)
 CS1477_MARKER: DB = BENCH MARK DISK
 CS1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1477_STAMPING: A 957 1946
 CS1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1477+STABILITY: SURFACE MOTION
 CS1477
 CS1477  HISTORY     - Date     Condition        Report By
 CS1477  HISTORY     - 1946     MONUMENTED       CGS
 CS1477  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1477
 CS1477                          STATION DESCRIPTION
 CS1477
 CS1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1477'1.8 MI N FROM FERRIS.
 CS1477'1.8 MILES NORTH ALONG U.S. HIGHWAY 75 FROM THE TEXAS AND NEW ORLEANS
 CS1477'RAILROAD STATION AT FERRIS.  AT THE JUNCTION OF U.S. HIGHWAY 75 AND
 CS1477'THE MALLORY BRIDGE ROAD TO SEAGOVILLE.  87.0 FEET EAST OF AND 10 FEET
 CS1477'LOWER THAN THE CENTER LINE OF U.S. HIGHWAY 75, 35.0 FEET SOUTH OF THE
 CS1477'CENTER LINE OF THE MALLORY BRIDGE ROAD, 3.0 FEET SOUTH OF A FENCE
 CS1477'CORNER, 1.0 FOOT NORTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET
 CS1477'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 CS1477'GROUND.
 CS1477
 CS1477                          STATION RECOVERY (1958)
 CS1477
 CS1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1504 ***********************************************************************
 CS1504  DESIGNATION -  A 959
 CS1504  PID         -  CS1504
 CS1504  STATE/COUNTY-  TX/DALLAS
 CS1504  USGS QUAD   -  INDIA (1973)
 CS1504
 CS1504                         *CURRENT SURVEY CONTROL
 CS1504  ___________________________________________________________________
 CS1504* NAD 83(1986)-  32 33 05.     (N)    096 36 10.     (W)     SCALED    
 CS1504* NAVD 88     -       110.277  (meters)     361.80   (feet)  ADJUSTED  
 CS1504  ___________________________________________________________________
 CS1504  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CS1504  DYNAMIC HT  -         110.152 (meters)     361.39  (feet)  COMP
 CS1504  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 CS1504
 CS1504  VERT ORDER  -  SECOND    CLASS 0
 CS1504
 CS1504.The horizontal coordinates were scaled from a topographic map and have
 CS1504.an estimated accuracy of +/- 6 seconds.
 CS1504
 CS1504.The orthometric height was determined by differential leveling
 CS1504.and adjusted by the National Geodetic Survey in June 1991..
 CS1504
 CS1504.The geoid height was determined by GEOID03.
 CS1504
 CS1504.The dynamic height is computed by dividing the NAVD 88
 CS1504.geopotential number by the normal gravity value computed on the
 CS1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1504.degrees latitude (g = 980.6199 gals.).
 CS1504
 CS1504.The modeled gravity was interpolated from observed gravity values.
 CS1504
 CS1504;                    North         East    Units  Estimated Accuracy
 CS1504;SPC TXNC     - 2,099,720.      778,170.      MT  (+/- 180 meters Scaled)
 CS1504
 CS1504                          SUPERSEDED SURVEY CONTROL
 CS1504
 CS1504  NGVD 29 (??/??/92)  110.288  (m)          361.84   (f) ADJ UNCH    2 0
 CS1504
 CS1504.Superseded values are not recommended for survey control.
 CS1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1504.See file dsdata.txt to determine how the superseded data were derived.
 CS1504
 CS1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB250040(NAD 83)
 CS1504_MARKER: DB = BENCH MARK DISK
 CS1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1504_STAMPING: A 959 1946
 CS1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1504+STABILITY: SURFACE MOTION
 CS1504
 CS1504  HISTORY     - Date     Condition        Report By
 CS1504  HISTORY     - 1946     MONUMENTED       CGS
 CS1504
 CS1504                          STATION DESCRIPTION
 CS1504
 CS1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1504'6.7 MI NE FROM FERRIS.
 CS1504'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS1504'FERRIS, GO NORTH 1.8 MILES ALONG U.S. HIGHWAY NO. 75, THENCE NORTHEAST
 CS1504'2.2 MILES ALONG MALLOY BRIDGE ROAD, THENCE SOUTHEAST 1.6 MILES, THENCE
 CS1504'NORTHEAST 0.6 MILES, THENCE SOUTHEAST 0.5 MILES ALONG A GRAVEL
 CS1504'SURFACED ROAD TO THE SITE OF THE MARK.  BENCH MARK IS AT A ROAD
 CS1504'JUNCTION, 42 FEET WEST OF AND 1 FOOT LOWER THAN THE CENTER LINE OF THE
 CS1504'NORTH-SOUTH ROAD, 11 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD
 CS1504'LEADING SOUTHWEST, 3 FEET NORTH OF A WIRE FENCE, 1 FOOT SOUTH OF A 4 X
 CS1504'4 MARKER POST.  A BRONZE DISC SET IN THE TOP OF A CONCRETE POST WHICH
 CS1504'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0433 ***********************************************************************
 CR0433  DESIGNATION -  A 96
 CR0433  PID         -  CR0433
 CR0433  STATE/COUNTY-  TX/SMITH
 CR0433  USGS QUAD   -  TYLER SOUTH (1973)
 CR0433
 CR0433                         *CURRENT SURVEY CONTROL
 CR0433  ___________________________________________________________________
 CR0433* NAD 83(1986)-  32 22 00.     (N)    095 18 01.     (W)     SCALED    
 CR0433* NAVD 88     -       159.939  (meters)     524.73   (feet)  ADJUSTED  
 CR0433  ___________________________________________________________________
 CR0433  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR0433  DYNAMIC HT  -         159.752 (meters)     524.12  (feet)  COMP
 CR0433  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CR0433
 CR0433  VERT ORDER  -  FIRST     CLASS II
 CR0433
 CR0433.The horizontal coordinates were scaled from a topographic map and have
 CR0433.an estimated accuracy of +/- 6 seconds.
 CR0433
 CR0433.The orthometric height was determined by differential leveling
 CR0433.and adjusted by the National Geodetic Survey in June 1991..
 CR0433
 CR0433.The geoid height was determined by GEOID03.
 CR0433
 CR0433.The dynamic height is computed by dividing the NAVD 88
 CR0433.geopotential number by the normal gravity value computed on the
 CR0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0433.degrees latitude (g = 980.6199 gals.).
 CR0433
 CR0433.The modeled gravity was interpolated from observed gravity values.
 CR0433
 CR0433;                    North         East    Units  Estimated Accuracy
 CR0433;SPC TXNC     - 2,082,210.      901,080.      MT  (+/- 180 meters Scaled)
 CR0433
 CR0433                          SUPERSEDED SURVEY CONTROL
 CR0433
 CR0433  NGVD 29 (??/??/92)  159.966  (m)          524.82   (f) ADJ UNCH    1 2
 CR0433
 CR0433.Superseded values are not recommended for survey control.
 CR0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0433.See file dsdata.txt to determine how the superseded data were derived.
 CR0433
 CR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR835834(NAD 83)
 CR0433_MARKER: DB = BENCH MARK DISK
 CR0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0433_STAMPING: A 96 1933 524.641
 CR0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0433+STABILITY: SURFACE MOTION
 CR0433
 CR0433  HISTORY     - Date     Condition        Report By
 CR0433  HISTORY     - 1933     MONUMENTED       CGS
 CR0433  HISTORY     - 1959     GOOD             NGS
 CR0433  HISTORY     - 19910420 GOOD             USPSQD
 CR0433
 CR0433                          STATION DESCRIPTION
 CR0433
 CR0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0433'0.8 MI N FROM TYLER.
 CR0433'ABOUT 0.8 MILE NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0433'FROM THE STATION AT TYLER, 102 FEET SOUTH AND ACROSS THE TRACKS FROM
 CR0433'MILEPOST 20, 42.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 112 FEET
 CR0433'NORTH-NORTHWEST OF THE CENTER OF THE EAST FRANKLIN STREET CROSSING, 62
 CR0433'FEET NORTHWEST OF THE CENTER LINE OF EAST FRANKLIN STREET, 42 1/2 FEET
 CR0433'EAST OF THE EAST WALL OF HOUSE 104, 18.8 FEET SOUTHEAST OF A TELEPHONE
 CR0433'POLE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACKS, AND IN THE TOP
 CR0433'OF A CONCRETE POST FLUSH WITH THE GROUND.
 CR0433
 CR0433                          STATION RECOVERY (1991)
 CR0433
 CR0433'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 CR0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0213 ***********************************************************************
 CS0213  DESIGNATION -  A 960
 CS0213  PID         -  CS0213
 CS0213  STATE/COUNTY-  TX/KAUFMAN
 CS0213  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0213
 CS0213                         *CURRENT SURVEY CONTROL
 CS0213  ___________________________________________________________________
 CS0213* NAD 83(1986)-  32 43 34.     (N)    096 27 16.     (W)     SCALED    
 CS0213* NAVD 88     -       139.095  (meters)     456.35   (feet)  ADJUSTED  
 CS0213  ___________________________________________________________________
 CS0213  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0213  DYNAMIC HT  -         138.942 (meters)     455.85  (feet)  COMP
 CS0213  MODELED GRAV-     979,530.1   (mgal)                       NAVD 88
 CS0213
 CS0213  VERT ORDER  -  SECOND    CLASS 0
 CS0213
 CS0213.The horizontal coordinates were scaled from a topographic map and have
 CS0213.an estimated accuracy of +/- 6 seconds.
 CS0213
 CS0213.The orthometric height was determined by differential leveling
 CS0213.and adjusted by the National Geodetic Survey in June 1991..
 CS0213
 CS0213.The geoid height was determined by GEOID03.
 CS0213
 CS0213.The dynamic height is computed by dividing the NAVD 88
 CS0213.geopotential number by the normal gravity value computed on the
 CS0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0213.degrees latitude (g = 980.6199 gals.).
 CS0213
 CS0213.The modeled gravity was interpolated from observed gravity values.
 CS0213
 CS0213;                    North         East    Units  Estimated Accuracy
 CS0213;SPC TXNC     - 2,119,350.      791,720.      MT  (+/- 180 meters Scaled)
 CS0213
 CS0213                          SUPERSEDED SURVEY CONTROL
 CS0213
 CS0213  NGVD 29 (??/??/92)  139.104  (m)          456.38   (f) ADJ UNCH    2 0
 CS0213
 CS0213.Superseded values are not recommended for survey control.
 CS0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0213.See file dsdata.txt to determine how the superseded data were derived.
 CS0213
 CS0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB385237(NAD 83)
 CS0213_MARKER: DB = BENCH MARK DISK
 CS0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0213_STAMPING: A 960 1946
 CS0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0213+STABILITY: SURFACE MOTION
 CS0213
 CS0213  HISTORY     - Date     Condition        Report By
 CS0213  HISTORY     - 1946     MONUMENTED       CGS
 CS0213  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0213
 CS0213                          STATION DESCRIPTION
 CS0213
 CS0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0213'2.0 MI S FROM FORNEY.
 CS0213'TO REACH THE MARK FROM THE FARMERS NATIONAL BANK BUILDING AT FORNEY,
 CS0213'GO SOUTHWEST 0.4 MILE, THENCE SOUTHEAST 1.6 MILES ALONG A PAVED ROAD
 CS0213'TO THE SITE OF THE MARK.  THE BENCH MARK IS IN THE CORNER OF A FARM
 CS0213'YARD, 112 FEET SOUTH OF THE FARMHOUSE, 99 FEET WEST OF A STEEL
 CS0213'WINDMILL TOWER, 36 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE
 CS0213'ROAD, 24.5 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE, 1 FOOT
 CS0213'NORTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS0213'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0213
 CS0213                          STATION RECOVERY (1961)
 CS0213
 CS0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1461 ***********************************************************************
 CS1461  DESIGNATION -  A 961 RESET 1960
 CS1461  PID         -  CS1461
 CS1461  STATE/COUNTY-  TX/DALLAS
 CS1461  USGS QUAD   -  SEAGOVILLE (1973)
 CS1461
 CS1461                         *CURRENT SURVEY CONTROL
 CS1461  ___________________________________________________________________
 CS1461* NAD 83(1986)-  32 39 28.     (N)    096 33 50.     (W)     SCALED    
 CS1461* NAVD 88     -       139.18   (+/-2cm)     456.6    (feet)  VERTCON   
 CS1461  ___________________________________________________________________
 CS1461  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CS1461
 CS1461  VERT ORDER  -  THIRD (See Below)
 CS1461
 CS1461.The horizontal coordinates were scaled from a topographic map and have
 CS1461.an estimated accuracy of +/- 6 seconds.
 CS1461
 CS1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1461.The vertical order pertains to the NGVD 29 superseded value.
 CS1461
 CS1461.The geoid height was determined by GEOID03.
 CS1461
 CS1461;                    North         East    Units  Estimated Accuracy
 CS1461;SPC TXNC     - 2,111,580.      781,600.      MT  (+/- 180 meters Scaled)
 CS1461
 CS1461                          SUPERSEDED SURVEY CONTROL
 CS1461
 CS1461  NGVD 29 (01/29/03)  139.20   (m)          456.7    (f) RESET       3  
 CS1461
 CS1461.Superseded values are not recommended for survey control.
 CS1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1461.See file dsdata.txt to determine how the superseded data were derived.
 CS1461
 CS1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB284159(NAD 83)
 CS1461_MARKER: DB = BENCH MARK DISK
 CS1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1461_STAMPING: A 961 RESET 1960
 CS1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1461+STABILITY: SURFACE MOTION
 CS1461
 CS1461  HISTORY     - Date     Condition        Report By
 CS1461  HISTORY     - 1960     MONUMENTED       CGS
 CS1461
 CS1461                          STATION DESCRIPTION
 CS1461
 CS1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CS1461'1.8 MI NW FROM SEAGOVILLE.
 CS1461'ABOUT 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 175 FROM THE
 CS1461'SEAGOVILLE GRADE SCHOOL, IN THE NORTH RIGHT-OF-WAY LINE OF THE
 CS1461'HIGHWAY, ACROSS THE HIGHWAY NORTH FROM THE EAST END OF THE BUILDING
 CS1461'AREA OF THE SEAGOVILLE CORRECTIONAL INSTITUTION, AND IS THE OPEN AREA
 CS1461'IN FROM OF AN APARTMENT HOUSE BELONGING TO THE INSTITUTION.  IT IS
 CS1461'ABOUT 0.5 MILE EAST OF THE MAIN ENTRANCE AT THE NORTHWEST CORNER OF
 CS1461'THE CAMPUS.  A STANDARD DISK STAMPED A 961 RESET 1960 IN A CONCRETE
 CS1461'POST WHICH PROJECTS ABOUT 2 INCHES, 18 INCHES WEST OF A WHITE
 CS1461'RIGHT-OF-WAY POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1467 ***********************************************************************
 CS1467  DESIGNATION -  A 962
 CS1467  PID         -  CS1467
 CS1467  STATE/COUNTY-  TX/DALLAS
 CS1467  USGS QUAD   -  HUTCHINS (1973)
 CS1467
 CS1467                         *CURRENT SURVEY CONTROL
 CS1467  ___________________________________________________________________
 CS1467* NAD 83(1986)-  32 38 53.     (N)    096 41 39.     (W)     SCALED    
 CS1467* NAVD 88     -       134.859  (meters)     442.45   (feet)  ADJUSTED  
 CS1467  ___________________________________________________________________
 CS1467  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CS1467  DYNAMIC HT  -         134.705 (meters)     441.94  (feet)  COMP
 CS1467  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 CS1467
 CS1467  VERT ORDER  -  SECOND    CLASS 0
 CS1467
 CS1467.The horizontal coordinates were scaled from a topographic map and have
 CS1467.an estimated accuracy of +/- 6 seconds.
 CS1467
 CS1467.The orthometric height was determined by differential leveling
 CS1467.and adjusted by the National Geodetic Survey in June 1991..
 CS1467
 CS1467.The geoid height was determined by GEOID03.
 CS1467
 CS1467.The dynamic height is computed by dividing the NAVD 88
 CS1467.geopotential number by the normal gravity value computed on the
 CS1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1467.degrees latitude (g = 980.6199 gals.).
 CS1467
 CS1467.The modeled gravity was interpolated from observed gravity values.
 CS1467
 CS1467;                    North         East    Units  Estimated Accuracy
 CS1467;SPC TXNC     - 2,110,280.      769,400.      MT  (+/- 180 meters Scaled)
 CS1467
 CS1467                          SUPERSEDED SURVEY CONTROL
 CS1467
 CS1467  NGVD 29 (??/??/92)  134.871  (m)          442.49   (f) ADJ UNCH    2 0
 CS1467
 CS1467.Superseded values are not recommended for survey control.
 CS1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1467.See file dsdata.txt to determine how the superseded data were derived.
 CS1467
 CS1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB162146(NAD 83)
 CS1467_MARKER: DB = BENCH MARK DISK
 CS1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1467_STAMPING: A 962 1946
 CS1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1467+STABILITY: SURFACE MOTION
 CS1467
 CS1467  HISTORY     - Date     Condition        Report By
 CS1467  HISTORY     - 1946     MONUMENTED       CGS
 CS1467  HISTORY     - 1958     GOOD             NGS
 CS1467  HISTORY     - 20000212 GOOD             USPSQD
 CS1467
 CS1467                          STATION DESCRIPTION
 CS1467
 CS1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1467'1.1 MI E FROM HUTCHINS.
 CS1467'ABOUT 0.1 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 CS1467'THE STATION AT HUTCHINS, THENCE 1.0 MILE EASTERLY ALONG DOWDY FERRY
 CS1467'ROAD.  33 FEET NORTH OF AND 1.5 FEET HIGHER THAN THE CENTER LINE OF
 CS1467'THE ROAD, 12 FEET EAST OF THE EAST END OF A WIRE GATE, 1 FOOT NORTH OF
 CS1467'THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A 4 X 4 MARKER POST.  A BRONZE
 CS1467'DISC SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CS1467'THE GROUND.
 CS1467
 CS1467                          STATION RECOVERY (1958)
 CS1467
 CS1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1467'RECOVERED IN GOOD CONDITION.
 CS1467
 CS1467                          STATION RECOVERY (2000)
 CS1467
 CS1467'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0267 ***********************************************************************
 AY0267  DESIGNATION -  A 963
 AY0267  PID         -  AY0267
 AY0267  STATE/COUNTY-  TX/BEXAR
 AY0267  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0267
 AY0267                         *CURRENT SURVEY CONTROL
 AY0267  ___________________________________________________________________
 AY0267* NAD 83(1986)-  29 26 56.     (N)    098 29 59.     (W)     SCALED    
 AY0267* NAVD 88     -       216.410  (meters)     710.01   (feet)  ADJUSTED  
 AY0267  ___________________________________________________________________
 AY0267  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AY0267  DYNAMIC HT  -         216.096 (meters)     708.98  (feet)  COMP
 AY0267  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AY0267
 AY0267  VERT ORDER  -  FIRST     CLASS II
 AY0267
 AY0267.The horizontal coordinates were scaled from a topographic map and have
 AY0267.an estimated accuracy of +/- 6 seconds.
 AY0267
 AY0267.The orthometric height was determined by differential leveling
 AY0267.and adjusted by the National Geodetic Survey in June 1991..
 AY0267
 AY0267.The geoid height was determined by GEOID03.
 AY0267
 AY0267.The dynamic height is computed by dividing the NAVD 88
 AY0267.geopotential number by the normal gravity value computed on the
 AY0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0267.degrees latitude (g = 980.6199 gals.).
 AY0267
 AY0267.The modeled gravity was interpolated from observed gravity values.
 AY0267
 AY0267;                    North         East    Units  Estimated Accuracy
 AY0267;SPC TXSC     - 4,179,150.      648,530.      MT  (+/- 180 meters Scaled)
 AY0267
 AY0267                          SUPERSEDED SURVEY CONTROL
 AY0267
 AY0267  NGVD 29 (??/??/92)  216.288  (m)          709.60   (f) ADJ UNCH    1 2
 AY0267
 AY0267.Superseded values are not recommended for survey control.
 AY0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0267.See file dsdata.txt to determine how the superseded data were derived.
 AY0267
 AY0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT485578(NAD 83)
 AY0267_MARKER: DB = BENCH MARK DISK
 AY0267_SETTING: 66 = SET IN ROCK OUTCROP
 AY0267_SP_SET: ROCK CLIFF
 AY0267_STAMPING: A 963 1946
 AY0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0267+STABILITY: POSITION/ELEVATION WELL
 AY0267
 AY0267  HISTORY     - Date     Condition        Report By
 AY0267  HISTORY     - 1946     MONUMENTED       CGS
 AY0267  HISTORY     - 1989     GOOD             USPSQD
 AY0267  HISTORY     - 19990213 GOOD             USPSQD
 AY0267
 AY0267                          STATION DESCRIPTION
 AY0267
 AY0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0267'IN SAN ANTONIO.
 AY0267'AT SAN ANTONIO, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SAN
 AY0267'PEDRO AVENUE AND ASHBY STREET, 80.7 FEET WEST OF THE WEST CURB OF SAN
 AY0267'PEDRO AVENUE, 12.4 FEET SOUTH OF THE SOUTH CURB OF ASHBY STREET, 3.4
 AY0267'FEET SOUTH OF THE SOUTH FACE OF A 5-FOOT STONE WALL WHICH RUNS BETWEEN
 AY0267'ASHBY STREET AND THE EDGE OF A ROCK CLIFF, 5.0 FEET NORTH OF THE EDGE
 AY0267'OF THE ROCK CLIFF, SET IN THE TOP OF THE ROCK CLIFF, COUNTER-SUNK
 AY0267'ABOUT 1/2 INCH.
 AY0267
 AY0267                          STATION RECOVERY (1989)
 AY0267
 AY0267'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0267'RECOVERED IN GOOD CONDITION.
 AY0267
 AY0267                          STATION RECOVERY (1999)
 AY0267
 AY0267'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0732 ***********************************************************************
 CR0732  DESIGNATION -  A 965
 CR0732  PID         -  CR0732
 CR0732  STATE/COUNTY-  TX/VAN ZANDT
 CR0732  USGS QUAD   -  BEN WHEELER (1984)
 CR0732
 CR0732                         *CURRENT SURVEY CONTROL
 CR0732  ___________________________________________________________________
 CR0732* NAD 83(1986)-  32 24 13.     (N)    095 39 13.     (W)     SCALED    
 CR0732* NAVD 88     -       162.260  (meters)     532.35   (feet)  ADJUSTED  
 CR0732  ___________________________________________________________________
 CR0732  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CR0732  DYNAMIC HT  -         162.071 (meters)     531.73  (feet)  COMP
 CR0732  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 CR0732
 CR0732  VERT ORDER  -  SECOND    CLASS 0
 CR0732
 CR0732.The horizontal coordinates were scaled from a topographic map and have
 CR0732.an estimated accuracy of +/- 6 seconds.
 CR0732
 CR0732.The orthometric height was determined by differential leveling
 CR0732.and adjusted by the National Geodetic Survey in June 1991..
 CR0732
 CR0732.The geoid height was determined by GEOID03.
 CR0732
 CR0732.The dynamic height is computed by dividing the NAVD 88
 CR0732.geopotential number by the normal gravity value computed on the
 CR0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0732.degrees latitude (g = 980.6199 gals.).
 CR0732
 CR0732.The modeled gravity was interpolated from observed gravity values.
 CR0732
 CR0732;                    North         East    Units  Estimated Accuracy
 CR0732;SPC TXNC     - 2,085,350.      867,730.      MT  (+/- 180 meters Scaled)
 CR0732
 CR0732                          SUPERSEDED SURVEY CONTROL
 CR0732
 CR0732  NGVD 29 (??/??/92)  162.275  (m)          532.40   (f) ADJ UNCH    2 0
 CR0732
 CR0732.Superseded values are not recommended for survey control.
 CR0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0732.See file dsdata.txt to determine how the superseded data were derived.
 CR0732
 CR0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR504882(NAD 83)
 CR0732_MARKER: DB = BENCH MARK DISK
 CR0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0732_STAMPING: A 965 1948
 CR0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0732+STABILITY: SURFACE MOTION
 CR0732
 CR0732  HISTORY     - Date     Condition        Report By
 CR0732  HISTORY     - 1948     MONUMENTED       CGS
 CR0732  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0732  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0732
 CR0732                          STATION DESCRIPTION
 CR0732
 CR0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0732'3.25 MI NW FROM EDOM.
 CR0732'3.25 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT
 CR0732'EDOM, 0.95 MILE NORTHWEST OF THE ASSEMBLY OF GOD CHURCH, 146.0 FEET
 CR0732'SOUTH OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE
 CR0732'CULVERT, 101.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 56.7
 CR0732'FEET NORTHWEST OF THE WEST CORNER OF THE CONCRETE FOUNDATION OF W. H.
 CR0732'HOLMES GROCERY STORE, 4.2 FEET NORTH OF A 22-INCH OAK TREE, 1.3 FEET
 CR0732'SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 CR0732'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0732
 CR0732                          STATION RECOVERY (1995)
 CR0732
 CR0732'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0732'MARK NOT FOUND.
 CR0732
 CR0732                          STATION RECOVERY (2004)
 CR0732
 CR0732'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0141 ***********************************************************************
 CS0141  DESIGNATION -  A 966
 CS0141  PID         -  CS0141
 CS0141  STATE/COUNTY-  TX/HUNT
 CS0141  USGS QUAD   -  QUINLAN (1979)
 CS0141
 CS0141                         *CURRENT SURVEY CONTROL
 CS0141  ___________________________________________________________________
 CS0141* NAD 83(1986)-  32 56 05.     (N)    096 07 31.     (W)     SCALED    
 CS0141* NAVD 88     -       138.416  (meters)     454.12   (feet)  ADJUSTED  
 CS0141  ___________________________________________________________________
 CS0141  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0141  DYNAMIC HT  -         138.264 (meters)     453.62  (feet)  COMP
 CS0141  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 CS0141
 CS0141  VERT ORDER  -  SECOND    CLASS 0
 CS0141
 CS0141.The horizontal coordinates were scaled from a topographic map and have
 CS0141.an estimated accuracy of +/- 6 seconds.
 CS0141
 CS0141.The orthometric height was determined by differential leveling
 CS0141.and adjusted by the National Geodetic Survey in June 1991..
 CS0141
 CS0141.The geoid height was determined by GEOID03.
 CS0141
 CS0141.The dynamic height is computed by dividing the NAVD 88
 CS0141.geopotential number by the normal gravity value computed on the
 CS0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0141.degrees latitude (g = 980.6199 gals.).
 CS0141
 CS0141.The modeled gravity was interpolated from observed gravity values.
 CS0141
 CS0141;                    North         East    Units  Estimated Accuracy
 CS0141;SPC TXNC     - 2,143,120.      822,040.      MT  (+/- 180 meters Scaled)
 CS0141
 CS0141                          SUPERSEDED SURVEY CONTROL
 CS0141
 CS0141  NGVD 29 (??/??/92)  138.415  (m)          454.12   (f) ADJ UNCH    2 0
 CS0141
 CS0141.Superseded values are not recommended for survey control.
 CS0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0141.See file dsdata.txt to determine how the superseded data were derived.
 CS0141
 CS0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB687477(NAD 83)
 CS0141_MARKER: DB = BENCH MARK DISK
 CS0141_SETTING: 0 = UNSPECIFIED SETTING
 CS0141_STAMPING: A966 1946
 CS0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0141
 CS0141  HISTORY     - Date     Condition        Report By
 CS0141  HISTORY     - 1946     MONUMENTED       CGS
 CS0141  HISTORY     - 1956     GOOD             USGS
 CS0141  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0141
 CS0141                          STATION DESCRIPTION
 CS0141
 CS0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0141'2 MI N FROM QUINLAN.
 CS0141'2 MILES NORTH ALONG THE T AND NO RR FROM QUINLAN, HUNT COUNTY, ABOUT
 CS0141'500 FEET EAST OF A FARMHOUSE, 300 FEET NORTH OF A WOODEN BRIDGE, 2
 CS0141'POLES SOUTH OF MILEPOST 58, AT A PRIVATE ROAD CROSSING, 40 FEET EAST
 CS0141'OF THE CENTERLINE OF THE TRACK, 25 FEET NORTH OF THE CENTERLINE OF THE
 CS0141'ROAD, AND 2 FEET NORTH OF SOUTHWEST BELL TELEPHONE POLE 535.  A
 CS0141'STANDARD DISK, STAMPED A 966 1946.
 CS0141
 CS0141                          STATION RECOVERY (1956)
 CS0141
 CS0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CS0141'RECOVERED IN GOOD CONDITION.
 CS0141
 CS0141                          STATION RECOVERY (1994)
 CS0141
 CS0141'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1296 ***********************************************************************
 CS1296  DESIGNATION -  A 966 X
 CS1296  PID         -  CS1296
 CS1296  STATE/COUNTY-  TX/DALLAS
 CS1296  USGS QUAD   -  CARROLLTON (1981)
 CS1296
 CS1296                         *CURRENT SURVEY CONTROL
 CS1296  ___________________________________________________________________
 CS1296* NAD 83(1986)-  32 54 27.     (N)    096 53 30.     (W)     SCALED    
 CS1296* NAVD 88     -       140.33   (+/-2cm)     460.4    (feet)  VERTCON   
 CS1296  ___________________________________________________________________
 CS1296  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CS1296
 CS1296  VERT ORDER  -  ? (See Below)
 CS1296
 CS1296.The horizontal coordinates were scaled from a topographic map and have
 CS1296.an estimated accuracy of +/- 6 seconds.
 CS1296
 CS1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1296.The vertical order pertains to the NGVD 29 superseded value.
 CS1296
 CS1296.The geoid height was determined by GEOID03.
 CS1296
 CS1296;                    North         East    Units  Estimated Accuracy
 CS1296;SPC TXNC     - 2,138,750.      750,440.      MT  (+/- 180 meters Scaled)
 CS1296
 CS1296                          SUPERSEDED SURVEY CONTROL
 CS1296
 CS1296  NGVD 29 (??/??/92)  140.334  (m)          460.41   (f) ADJ UNCH    ?  
 CS1296
 CS1296.Superseded values are not recommended for survey control.
 CS1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1296.See file dsdata.txt to determine how the superseded data were derived.
 CS1296
 CS1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB971430(NAD 83)
 CS1296_MARKER: DB = BENCH MARK DISK
 CS1296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS1296_SP_SET: CULVERT HEADWALL
 CS1296_STAMPING: A 966 X 1946
 CS1296_MARK LOGO: CGS   
 CS1296_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1296+STABILITY: SURFACE MOTION
 CS1296
 CS1296  HISTORY     - Date     Condition        Report By
 CS1296  HISTORY     - 1946     MONUMENTED       CGS
 CS1296  HISTORY     - 1952     GOOD             NGS
 CS1296  HISTORY     - 1954     GOOD             NGS
 CS1296  HISTORY     - 19910316 MARK NOT FOUND   LOCENG
 CS1296
 CS1296                          STATION DESCRIPTION
 CS1296
 CS1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1296'1.1 MI S FROM FARMERS BRANCH.
 CS1296'1.1 MILES SOUTH ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 CS1296'FROM THE STATION AT FARMERS BRANCH, 1 POLE SOUTH OF MILEPOST 748, 25
 CS1296'FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 31.7 FEET SOUTHWEST
 CS1296'OF TELEPHONE POLE 6.9 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF
 CS1296'THE CENTER OF THE EAST HEADWALL OF A 4X4 FOOT CONCRETE CULVERT UNDER
 CS1296'THE RAILROAD.
 CS1296
 CS1296                          STATION RECOVERY (1954)
 CS1296
 CS1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CS1296'RECOVERED IN GOOD CONDITION.
 CS1296
 CS1296                          STATION RECOVERY (1991)
 CS1296
 CS1296'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 CS1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0636 ***********************************************************************
 DN0636  DESIGNATION -  A 967
 DN0636  PID         -  DN0636
 DN0636  STATE/COUNTY-  TX/DENTON
 DN0636  USGS QUAD   -  PONDER (1968)
 DN0636
 DN0636                         *CURRENT SURVEY CONTROL
 DN0636  ___________________________________________________________________
 DN0636* NAD 83(1986)-  33 13 08.     (N)    097 15 34.     (W)     SCALED    
 DN0636* NAVD 88     -       209.857  (meters)     688.51   (feet)  ADJUSTED  
 DN0636  ___________________________________________________________________
 DN0636  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0636  DYNAMIC HT  -         209.619 (meters)     687.73  (feet)  COMP
 DN0636  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 DN0636
 DN0636  VERT ORDER  -  SECOND    CLASS 0
 DN0636
 DN0636.The horizontal coordinates were scaled from a topographic map and have
 DN0636.an estimated accuracy of +/- 6 seconds.
 DN0636
 DN0636.The orthometric height was determined by differential leveling
 DN0636.and adjusted by the National Geodetic Survey in June 1991..
 DN0636
 DN0636.The geoid height was determined by GEOID03.
 DN0636
 DN0636.The dynamic height is computed by dividing the NAVD 88
 DN0636.geopotential number by the normal gravity value computed on the
 DN0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0636.degrees latitude (g = 980.6199 gals.).
 DN0636
 DN0636.The modeled gravity was interpolated from observed gravity values.
 DN0636
 DN0636;                    North         East    Units  Estimated Accuracy
 DN0636;SPC TXNC     - 2,172,810.      715,630.      MT  (+/- 180 meters Scaled)
 DN0636
 DN0636                          SUPERSEDED SURVEY CONTROL
 DN0636
 DN0636  NGVD 29 (??/??/92)  209.828  (m)          688.41   (f) ADJ UNCH    2 0
 DN0636
 DN0636.Superseded values are not recommended for survey control.
 DN0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0636.See file dsdata.txt to determine how the superseded data were derived.
 DN0636
 DN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB622769(NAD 83)
 DN0636_MARKER: DB = BENCH MARK DISK
 DN0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0636_STAMPING: A 967 1946
 DN0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0636+STABILITY: SURFACE MOTION
 DN0636
 DN0636  HISTORY     - Date     Condition        Report By
 DN0636  HISTORY     - 1946     MONUMENTED       CGS
 DN0636  HISTORY     - 1960     GOOD             NGS
 DN0636  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0636  HISTORY     - 19980307 GOOD             USPSQD
 DN0636  HISTORY     - 20051031 GOOD             BOHAN
 DN0636
 DN0636                          STATION DESCRIPTION
 DN0636
 DN0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0636'3.3 MI S FROM KRUM.
 DN0636'ABOUT 3.3 MILES SOUTH ALONG THE G.C. AND S.F. R.R. AND F.M. ROAD 156
 DN0636'FROM THE MAIN STREET INTERSECTION IN KRUM, ABOUT 85 YARDS SOUTH OF THE
 DN0636'SOUTH EAST CORNER OF THE FENCE AROUND THE GROUNDS OF A LARGE
 DN0636'TRANSFORMER, 25 FEET NORTHEAST OF A WHITE RAILROAD RAIL POST, 6 FEET
 DN0636'EAST OF THE NORTH GATE POST OF AN OLD GATE IN THE WEST RIGHT-OF-WAY
 DN0636'FENCE LINE OF THE RAILROAD AND ABOUT 0.1 MILE EAST OF THE HIGHWAY.  A
 DN0636'STANDARD DISK STAMPED A 967 1946 IN A CONCRETE POST WHICH PROJECTS
 DN0636'ABOUT 1 FOOT.
 DN0636
 DN0636                          STATION RECOVERY (1995)
 DN0636
 DN0636'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0636'MARK NOT FOUND.
 DN0636
 DN0636                          STATION RECOVERY (1998)
 DN0636
 DN0636'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0636'RECOVERED IN GOOD CONDITION.
 DN0636
 DN0636                          STATION RECOVERY (2005)
 DN0636
 DN0636'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0356 ***********************************************************************
 CS0356  DESIGNATION -  A 968
 CS0356  PID         -  CS0356
 CS0356  STATE/COUNTY-  TX/KAUFMAN
 CS0356  USGS QUAD   -  GRAYS PRAIRIE (1978)
 CS0356
 CS0356                         *CURRENT SURVEY CONTROL
 CS0356  ___________________________________________________________________
 CS0356* NAD 83(1986)-  32 28 52.     (N)    096 15 23.     (W)     SCALED    
 CS0356* NAVD 88     -       113.760  (meters)     373.23   (feet)  ADJUSTED  
 CS0356  ___________________________________________________________________
 CS0356  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0356  DYNAMIC HT  -         113.631 (meters)     372.80  (feet)  COMP
 CS0356  MODELED GRAV-     979,510.4   (mgal)                       NAVD 88
 CS0356
 CS0356  VERT ORDER  -  SECOND    CLASS 0
 CS0356
 CS0356.The horizontal coordinates were scaled from a topographic map and have
 CS0356.an estimated accuracy of +/- 6 seconds.
 CS0356
 CS0356.The orthometric height was determined by differential leveling
 CS0356.and adjusted by the National Geodetic Survey in June 1991..
 CS0356
 CS0356.The geoid height was determined by GEOID03.
 CS0356
 CS0356.The dynamic height is computed by dividing the NAVD 88
 CS0356.geopotential number by the normal gravity value computed on the
 CS0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0356.degrees latitude (g = 980.6199 gals.).
 CS0356
 CS0356.The modeled gravity was interpolated from observed gravity values.
 CS0356
 CS0356;                    North         East    Units  Estimated Accuracy
 CS0356;SPC TXNC     - 2,092,570.      810,860.      MT  (+/- 180 meters Scaled)
 CS0356
 CS0356                          SUPERSEDED SURVEY CONTROL
 CS0356
 CS0356  NGVD 29 (??/??/92)  113.778  (m)          373.29   (f) ADJ UNCH    2 0
 CS0356
 CS0356.Superseded values are not recommended for survey control.
 CS0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0356.See file dsdata.txt to determine how the superseded data were derived.
 CS0356
 CS0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA578970(NAD 83)
 CS0356_MARKER: DB = BENCH MARK DISK
 CS0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0356_SP_SET: CULVERT
 CS0356_STAMPING: A 968 1946
 CS0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0356
 CS0356  HISTORY     - Date     Condition        Report By
 CS0356  HISTORY     - 1946     MONUMENTED       CGS
 CS0356
 CS0356                          STATION DESCRIPTION
 CS0356
 CS0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0356'3.0 MI NW FROM KEMP.
 CS0356'ABOUT 3.0 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CS0356'FROM THE STATION AT KEMP, ABOUT 1 POLE NORTH OF MILE POST 275, 12.0
 CS0356'FEET WEST OF AND ABOUT 7.0 FEET LOWER THAN THE CENTER LINE OF THE
 CS0356'TRACK, ON TOP OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE
 CS0356'CULVERT.  A BRONZE DISK STAMPED A 968 1946 SET IN A DRILL HOLE IN
 CS0356'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0765 ***********************************************************************
 CS0765  DESIGNATION -  A 969
 CS0765  PID         -  CS0765
 CS0765  STATE/COUNTY-  TX/ELLIS
 CS0765  USGS QUAD   -  ENNIS EAST (1978)
 CS0765
 CS0765                         *CURRENT SURVEY CONTROL
 CS0765  ___________________________________________________________________
 CS0765* NAD 83(1986)-  32 17 35.     (N)    096 33 44.     (W)     SCALED    
 CS0765* NAVD 88     -       146.724  (meters)     481.38   (feet)  ADJUSTED  
 CS0765  ___________________________________________________________________
 CS0765  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CS0765  DYNAMIC HT  -         146.555 (meters)     480.82  (feet)  COMP
 CS0765  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 CS0765
 CS0765  VERT ORDER  -  SECOND    CLASS 0
 CS0765
 CS0765.The horizontal coordinates were scaled from a topographic map and have
 CS0765.an estimated accuracy of +/- 6 seconds.
 CS0765
 CS0765.The orthometric height was determined by differential leveling
 CS0765.and adjusted by the National Geodetic Survey in June 1991..
 CS0765
 CS0765.The geoid height was determined by GEOID03.
 CS0765
 CS0765.The dynamic height is computed by dividing the NAVD 88
 CS0765.geopotential number by the normal gravity value computed on the
 CS0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0765.degrees latitude (g = 980.6199 gals.).
 CS0765
 CS0765.The modeled gravity was interpolated from observed gravity values.
 CS0765
 CS0765;                    North         East    Units  Estimated Accuracy
 CS0765;SPC TXNC     - 2,071,150.      782,500.      MT  (+/- 180 meters Scaled)
 CS0765
 CS0765                          SUPERSEDED SURVEY CONTROL
 CS0765
 CS0765  NGVD 29 (??/??/92)  146.721  (m)          481.37   (f) ADJ UNCH    2 0
 CS0765
 CS0765.Superseded values are not recommended for survey control.
 CS0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0765.See file dsdata.txt to determine how the superseded data were derived.
 CS0765
 CS0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA295755(NAD 83)
 CS0765_MARKER: DB = BENCH MARK DISK
 CS0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0765_STAMPING: A 969 1946
 CS0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0765+STABILITY: SURFACE MOTION
 CS0765
 CS0765  HISTORY     - Date     Condition        Report By
 CS0765  HISTORY     - 1946     MONUMENTED       CGS
 CS0765
 CS0765                          STATION DESCRIPTION
 CS0765
 CS0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0765'1.1 MI NW FROM ALMA.
 CS0765'ABOUT 1.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CS0765'FROM THE STATION AT ALMA, ABOUT 0.1 MILE EAST OF A CROSSING, 31.5 FEET
 CS0765'NORTHEAST OF AND ABOUT 3.0 FEET LOWER THAN THE CENTER LINE OF THE
 CS0765'TRACK, 42.0 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD PARALLELING
 CS0765'TRACK, 40.0 FEET EAST OF A TELEPHONE POLE AND 1.0 FOOT WEST OF A 4X4
 CS0765'IN. MARKER POST.  A BRONZE DISK STAMPED A 969 1946 SET IN THE TOP OF A
 CS0765'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0078 ***********************************************************************
 DN0078  DESIGNATION -  A 97
 DN0078  PID         -  DN0078
 DN0078  STATE/COUNTY-  TX/HUNT
 DN0078  USGS QUAD   -  GREENVILLE SE (1962)
 DN0078
 DN0078                         *CURRENT SURVEY CONTROL
 DN0078  ___________________________________________________________________
 DN0078* NAD 83(1986)-  33 05 13.     (N)    096 02 46.     (W)     SCALED    
 DN0078* NAVD 88     -       162.845  (meters)     534.27   (feet)  ADJUSTED  
 DN0078  ___________________________________________________________________
 DN0078  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DN0078  DYNAMIC HT  -         162.667 (meters)     533.68  (feet)  COMP
 DN0078  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 DN0078
 DN0078  VERT ORDER  -  FIRST     CLASS II
 DN0078
 DN0078.The horizontal coordinates were scaled from a topographic map and have
 DN0078.an estimated accuracy of +/- 6 seconds.
 DN0078
 DN0078.The orthometric height was determined by differential leveling
 DN0078.and adjusted by the National Geodetic Survey in June 1991..
 DN0078
 DN0078.The geoid height was determined by GEOID03.
 DN0078
 DN0078.The dynamic height is computed by dividing the NAVD 88
 DN0078.geopotential number by the normal gravity value computed on the
 DN0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0078.degrees latitude (g = 980.6199 gals.).
 DN0078
 DN0078.The modeled gravity was interpolated from observed gravity values.
 DN0078
 DN0078;                    North         East    Units  Estimated Accuracy
 DN0078;SPC TXNC     - 2,160,170.      829,050.      MT  (+/- 180 meters Scaled)
 DN0078
 DN0078                          SUPERSEDED SURVEY CONTROL
 DN0078
 DN0078  NGVD 29 (??/??/92)  162.837  (m)          534.24   (f) ADJ UNCH    1 2
 DN0078
 DN0078.Superseded values are not recommended for survey control.
 DN0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0078.See file dsdata.txt to determine how the superseded data were derived.
 DN0078
 DN0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB757648(NAD 83)
 DN0078_MARKER: DB = BENCH MARK DISK
 DN0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0078_SP_SET: CULVERT
 DN0078_STAMPING: A 97 1933 534.231
 DN0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0078
 DN0078  HISTORY     - Date     Condition        Report By
 DN0078  HISTORY     - 1933     MONUMENTED       CGS
 DN0078  HISTORY     - 1959     GOOD             NGS
 DN0078  HISTORY     - 19940421 GOOD             USPSQD
 DN0078
 DN0078                          STATION DESCRIPTION
 DN0078
 DN0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0078'6.0 MI SE FROM GREENVILLE.
 DN0078'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0078'FROM THE STATION AT GREENVILLE, THENCE ABOUT 4.35 MILES SOUTHEAST
 DN0078'ALONG U. S. HIGHWAY 69, THENCE ABOUT 0.15 MILE NORTHEAST ALONG A
 DN0078'NARROW PRIVATE DIRT ROAD, ABOUT 0.2 MILE WEST-SOUTHWEST OF A PRIVATE
 DN0078'LAKE, 287 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF AN OLD
 DN0078'RAILROAD GRADE, 164 FEET SOUTHEAST OF A FENCE, 11 FEET SOUTHWEST OF
 DN0078'THE CENTER OF THE OLD RAILROAD GRADE, IN THE TOP OF THE NORTHWEST END
 DN0078'OF THE SOUTHWEST CONCRETE HEAD WALL OF A CULVERT, AND ABOUT LEVEL WITH
 DN0078'THE OLD RAILROAD GRADE.
 DN0078
 DN0078                          STATION RECOVERY (1994)
 DN0078
 DN0078'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0412 ***********************************************************************
 CS0412  DESIGNATION -  A 970
 CS0412  PID         -  CS0412
 CS0412  STATE/COUNTY-  TX/KAUFMAN
 CS0412  USGS QUAD   -  ROSSER (1963)
 CS0412
 CS0412                         *CURRENT SURVEY CONTROL
 CS0412  ___________________________________________________________________
 CS0412* NAD 83(1986)-  32 24 09.     (N)    096 24 18.     (W)     SCALED    
 CS0412* NAVD 88     -       116.677  (meters)     382.80   (feet)  ADJUSTED  
 CS0412  ___________________________________________________________________
 CS0412  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0412  DYNAMIC HT  -         116.545 (meters)     382.36  (feet)  COMP
 CS0412  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 CS0412
 CS0412  VERT ORDER  -  SECOND    CLASS 0
 CS0412
 CS0412.The horizontal coordinates were scaled from a topographic map and have
 CS0412.an estimated accuracy of +/- 6 seconds.
 CS0412
 CS0412.The orthometric height was determined by differential leveling
 CS0412.and adjusted by the National Geodetic Survey in June 1991..
 CS0412
 CS0412.The geoid height was determined by GEOID03.
 CS0412
 CS0412.The dynamic height is computed by dividing the NAVD 88
 CS0412.geopotential number by the normal gravity value computed on the
 CS0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0412.degrees latitude (g = 980.6199 gals.).
 CS0412
 CS0412.The modeled gravity was interpolated from observed gravity values.
 CS0412
 CS0412;                    North         East    Units  Estimated Accuracy
 CS0412;SPC TXNC     - 2,083,560.      797,070.      MT  (+/- 180 meters Scaled)
 CS0412
 CS0412                          SUPERSEDED SURVEY CONTROL
 CS0412
 CS0412  NGVD 29 (??/??/92)  116.684  (m)          382.82   (f) ADJ UNCH    2 0
 CS0412
 CS0412.Superseded values are not recommended for survey control.
 CS0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0412.See file dsdata.txt to determine how the superseded data were derived.
 CS0412
 CS0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA440880(NAD 83)
 CS0412_MARKER: DB = BENCH MARK DISK
 CS0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0412_STAMPING: A 970 1946
 CS0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0412+STABILITY: SURFACE MOTION
 CS0412
 CS0412  HISTORY     - Date     Condition        Report By
 CS0412  HISTORY     - 1946     MONUMENTED       CGS
 CS0412
 CS0412                          STATION DESCRIPTION
 CS0412
 CS0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0412'1.5 MI W FROM PEELTOWN.
 CS0412'1.5 MILES WEST ALONG A GRAVELED ROAD FROM PEELTOWN SCHOOL AT PEELTOWN,
 CS0412'28 FEET SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 82 FEET
 CS0412'NORTHEAST OF A 30-INCH OAK TREE, 5 FEET NORTHWEST OF A FENCE CORNER,
 CS0412'1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4-INCH MARKER
 CS0412'POST.  A STANDARD DISK, STAMPED A 970 1946 AND SET IN THE TOP OF A
 CS0412'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0184 ***********************************************************************
 CS0184  DESIGNATION -  A 971
 CS0184  PID         -  CS0184
 CS0184  STATE/COUNTY-  TX/KAUFMAN
 CS0184  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0184
 CS0184                         *CURRENT SURVEY CONTROL
 CS0184  ___________________________________________________________________
 CS0184* NAD 83(1986)-  32 44 19.     (N)    096 17 38.     (W)     SCALED    
 CS0184* NAVD 88     -       154.884  (meters)     508.15   (feet)  ADJUSTED  
 CS0184  ___________________________________________________________________
 CS0184  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0184  DYNAMIC HT  -         154.713 (meters)     507.59  (feet)  COMP
 CS0184  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 CS0184
 CS0184  VERT ORDER  -  SECOND    CLASS 0
 CS0184
 CS0184.The horizontal coordinates were scaled from a topographic map and have
 CS0184.an estimated accuracy of +/- 6 seconds.
 CS0184
 CS0184.The orthometric height was determined by differential leveling
 CS0184.and adjusted by the National Geodetic Survey in June 1991..
 CS0184.WARNING-Repeat measurements at this control monument indicate possible
 CS0184.vertical movement.
 CS0184
 CS0184.The geoid height was determined by GEOID03.
 CS0184
 CS0184.The dynamic height is computed by dividing the NAVD 88
 CS0184.geopotential number by the normal gravity value computed on the
 CS0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0184.degrees latitude (g = 980.6199 gals.).
 CS0184
 CS0184.The modeled gravity was interpolated from observed gravity values.
 CS0184
 CS0184;                    North         East    Units  Estimated Accuracy
 CS0184;SPC TXNC     - 2,121,040.      806,740.      MT  (+/- 180 meters Scaled)
 CS0184
 CS0184                          SUPERSEDED SURVEY CONTROL
 CS0184
 CS0184  NGVD 29 (??/??/92)  154.895  (m)          508.18   (f) ADJ UNCH    2 0
 CS0184
 CS0184.Superseded values are not recommended for survey control.
 CS0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0184.See file dsdata.txt to determine how the superseded data were derived.
 CS0184
 CS0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB535255(NAD 83)
 CS0184_MARKER: DB = BENCH MARK DISK
 CS0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0184_STAMPING: A 971 1946
 CS0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0184+STABILITY: SURFACE MOTION
 CS0184
 CS0184  HISTORY     - Date     Condition        Report By
 CS0184  HISTORY     - 1946     MONUMENTED       CGS
 CS0184  HISTORY     - 1952     GOOD             NGS
 CS0184  HISTORY     - 1988     POOR             USPSQD
 CS0184  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0184
 CS0184                          STATION DESCRIPTION
 CS0184
 CS0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0184'IN TERRELL.
 CS0184'ONE BLOCK SOUTH ALONG NORTH CATHERINE STREET FROM THE POST OFFICE AT
 CS0184'TERRELL, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 80.  83 FEET SOUTH OF
 CS0184'THE SOUTH CORNER OF A STEEL FENCE AROUND THE TERRELL BALL PARK, AT THE
 CS0184'JUNCTION OF A DIRT ROAD LEADING NORTHWEST, 66 FEET NORTH OF THE
 CS0184'CENTERLINE OF THE HIGHWAY, 44 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CS0184'DIRT ROAD, 37.5 FEET WEST OF A 20-INCH OAK TREE, 19.6 FEET NORTHEAST
 CS0184'OF ANOTHER 20-INCH OAK TREE, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS
 CS0184'POST.  A STANDARD DISK, STAMPED A 971 1946 AND SET IN THE TOP OF A
 CS0184'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 CS0184
 CS0184                          STATION RECOVERY (1988)
 CS0184
 CS0184'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0184'MARK RECOVERED IN POOR CONDITION.
 CS0184
 CS0184                          STATION RECOVERY (1991)
 CS0184
 CS0184'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1702 ***********************************************************************
 BY1702  DESIGNATION -  A 972
 BY1702  PID         -  BY1702
 BY1702  STATE/COUNTY-  TX/LEON
 BY1702  USGS QUAD   -  LEONA (1964)
 BY1702
 BY1702                         *CURRENT SURVEY CONTROL
 BY1702  ___________________________________________________________________
 BY1702* NAD 83(1986)-  31 14 03.     (N)    095 58 32.     (W)     SCALED    
 BY1702* NAVD 88     -       105.91   (+/-2cm)     347.5    (feet)  VERTCON   
 BY1702  ___________________________________________________________________
 BY1702  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BY1702
 BY1702  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1702
 BY1702.The horizontal coordinates were scaled from a topographic map and have
 BY1702.an estimated accuracy of +/- 6 seconds.
 BY1702
 BY1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1702.The vertical order pertains to the NGVD 29 superseded value.
 BY1702
 BY1702.The geoid height was determined by GEOID03.
 BY1702
 BY1702;                    North         East    Units  Estimated Accuracy
 BY1702;SPC TX C     - 3,181,900.    1,115,010.      MT  (+/- 180 meters Scaled)
 BY1702
 BY1702                          SUPERSEDED SURVEY CONTROL
 BY1702
 BY1702  NGVD 29 (??/??/92)  105.892  (m)          347.41   (f) ADJ UNCH    2 0
 BY1702
 BY1702.Superseded values are not recommended for survey control.
 BY1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1702.See file dsdata.txt to determine how the superseded data were derived.
 BY1702
 BY1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ165593(NAD 83)
 BY1702_MARKER: DB = BENCH MARK DISK
 BY1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1702_STAMPING: A 972 1947
 BY1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1702+STABILITY: SURFACE MOTION
 BY1702
 BY1702  HISTORY     - Date     Condition        Report By
 BY1702  HISTORY     - 1947     MONUMENTED       CGS
 BY1702
 BY1702                          STATION DESCRIPTION
 BY1702
 BY1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1702'1.8 MI S FROM CENTERVILLE.
 BY1702'ABOUT 1.8 MILES SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE COURT HOUSE
 BY1702'AT CENTERVILLE, 82.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BY1702'CONCRETE CULVERT, 47.7 FEET WEST OF AND ABOUT 1.0 FOOT LOWER THAN THE
 BY1702'CENTER LINE OF THE HIGHWAY, 11.0 FEET NORTHEAST OF A TWELVE INCH OAK
 BY1702'TREE, 2.0 FEET EAST OF A FENCE AND 1.5 FEET SOUTH OF A 4 X 4 IN.
 BY1702'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1702'POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1704 ***********************************************************************
 BL1704  DESIGNATION -  A 973
 BL1704  PID         -  BL1704
 BL1704  STATE/COUNTY-  TX/MADISON
 BL1704  USGS QUAD   -  MADISONVILLE (1963)
 BL1704
 BL1704                         *CURRENT SURVEY CONTROL
 BL1704  ___________________________________________________________________
 BL1704* NAD 83(1986)-  30 57 13.     (N)    095 55 39.     (W)     SCALED    
 BL1704* NAVD 88     -        74.64   (+/-2cm)     244.9    (feet)  VERTCON   
 BL1704  ___________________________________________________________________
 BL1704  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BL1704
 BL1704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1704
 BL1704.The horizontal coordinates were scaled from a topographic map and have
 BL1704.an estimated accuracy of +/- 6 seconds.
 BL1704
 BL1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1704.The vertical order pertains to the NGVD 29 superseded value.
 BL1704
 BL1704.The geoid height was determined by GEOID03.
 BL1704
 BL1704;                    North         East    Units  Estimated Accuracy
 BL1704;SPC TX C     - 3,151,000.    1,120,820.      MT  (+/- 180 meters Scaled)
 BL1704
 BL1704                          SUPERSEDED SURVEY CONTROL
 BL1704
 BL1704  NGVD 29 (??/??/92)   74.624  (m)          244.83   (f) ADJ UNCH    2 0
 BL1704
 BL1704.Superseded values are not recommended for survey control.
 BL1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1704.See file dsdata.txt to determine how the superseded data were derived.
 BL1704
 BL1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ203281(NAD 83)
 BL1704_MARKER: DB = BENCH MARK DISK
 BL1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1704_STAMPING: A 973 1947
 BL1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1704+STABILITY: SURFACE MOTION
 BL1704
 BL1704  HISTORY     - Date     Condition        Report By
 BL1704  HISTORY     - 1947     MONUMENTED       CGS
 BL1704  HISTORY     - 1962     MARK NOT FOUND   USGS
 BL1704  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1704
 BL1704                          STATION DESCRIPTION
 BL1704
 BL1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1704'0.8 MI NW FROM MADISONVILLE.
 BL1704'TO REACH FROM THE COURT HOUSE AT MADISONVILLE GO WEST 3 BLOCKS ALONG
 BL1704'U.S. HIGHWAY NO.190, THENCE NORTH 0.4 MILE ALONG WOODROW STREET,
 BL1704'THENCE NORTHWEST 0.4 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BL1704'BENCH MARK IS AT THE NORTHEAST CORNER OF A PASTURE, 51.7 FEET
 BL1704'NORTHEAST OF A TEN INCH OAK TREE, 21.0 FEET SOUTH OF AND ABOUT LEVEL
 BL1704'WITH THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTHWEST OF A FENCE CORNER
 BL1704'AND 1.5 FEET EAST OF A 4 X 4 IN. MARKER POST.  A BRNZE BENCH MARK DISK
 BL1704'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE
 BL1704'GROUND.  NOTE-- ROAD HAS BEEN RECONSTRUCTED AND WIDENED, AND NO
 BL1704'EVIDENCE OF OLD ROAD WAS FOUND.
 BL1704
 BL1704                          STATION RECOVERY (1962)
 BL1704
 BL1704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BL1704'MARK NOT FOUND.
 BL1704
 BL1704                          STATION RECOVERY (1996)
 BL1704
 BL1704'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1363 ***********************************************************************
 BL1363  DESIGNATION -  A 974
 BL1363  PID         -  BL1363
 BL1363  STATE/COUNTY-  TX/SAN JACINTO
 BL1363  USGS QUAD   -  BEAR CREEK (1976)
 BL1363
 BL1363                         *CURRENT SURVEY CONTROL
 BL1363  ___________________________________________________________________
 BL1363* NAD 83(1986)-  30 24 52.     (N)    095 13 25.     (W)     SCALED    
 BL1363* NAVD 88     -        72.54   (+/-2cm)     238.0    (feet)  VERTCON   
 BL1363  ___________________________________________________________________
 BL1363  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL1363
 BL1363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1363
 BL1363.The horizontal coordinates were scaled from a topographic map and have
 BL1363.an estimated accuracy of +/- 6 seconds.
 BL1363
 BL1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1363.The vertical order pertains to the NGVD 29 superseded value.
 BL1363
 BL1363.The geoid height was determined by GEOID03.
 BL1363
 BL1363;                    North         East    Units  Estimated Accuracy
 BL1363;SPC TX C     - 3,094,170.    1,190,750.      MT  (+/- 180 meters Scaled)
 BL1363
 BL1363                          SUPERSEDED SURVEY CONTROL
 BL1363
 BL1363  NGVD 29 (??/??/92)   72.545  (m)          238.01   (f) ADJ UNCH    2 0
 BL1363
 BL1363.Superseded values are not recommended for survey control.
 BL1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1363.See file dsdata.txt to determine how the superseded data were derived.
 BL1363
 BL1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP864668(NAD 83)
 BL1363_MARKER: DB = BENCH MARK DISK
 BL1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1363_STAMPING: A 974 1947
 BL1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1363+STABILITY: SURFACE MOTION
 BL1363
 BL1363  HISTORY     - Date     Condition        Report By
 BL1363  HISTORY     - 1947     MONUMENTED       CGS
 BL1363
 BL1363                          STATION DESCRIPTION
 BL1363
 BL1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1363'10.8 MI NW FROM FOSTORIA.
 BL1363'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1363'FOSTORIA, THENCE 7.6 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE
 BL1363'WEST ALONG A DIRT ROAD, 36.0 FEET EAST OF A TRIANGULAR BLAZED 16 INCH
 BL1363'OAK TREE, 19.0 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1363'ROAD, 13.7 FEET NORTHWEST OF A 16 INCH OAK TREE, 2.3 FEET WEST OF A
 BL1363'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 BL1363'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0959 ***********************************************************************
 BL0959  DESIGNATION -  A 976
 BL0959  PID         -  BL0959
 BL0959  STATE/COUNTY-  TX/SAN JACINTO
 BL0959  USGS QUAD   -  STALEY (1972)
 BL0959
 BL0959                         *CURRENT SURVEY CONTROL
 BL0959  ___________________________________________________________________
 BL0959* NAD 83(1986)-  30 50 02.     (N)    095 17 32.     (W)     SCALED    
 BL0959* NAVD 88     -        81.36   (+/-2cm)     266.9    (feet)  VERTCON   
 BL0959  ___________________________________________________________________
 BL0959  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BL0959
 BL0959  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0959
 BL0959.The horizontal coordinates were scaled from a topographic map and have
 BL0959.an estimated accuracy of +/- 6 seconds.
 BL0959
 BL0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0959.The vertical order pertains to the NGVD 29 superseded value.
 BL0959
 BL0959.The geoid height was determined by GEOID03.
 BL0959
 BL0959;                    North         East    Units  Estimated Accuracy
 BL0959;SPC TX C     - 3,140,320.    1,182,060.      MT  (+/- 180 meters Scaled)
 BL0959
 BL0959                          SUPERSEDED SURVEY CONTROL
 BL0959
 BL0959  NGVD 29 (??/??/92)   81.368  (m)          266.95   (f) ADJ UNCH    2 0
 BL0959
 BL0959.Superseded values are not recommended for survey control.
 BL0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0959.See file dsdata.txt to determine how the superseded data were derived.
 BL0959
 BL0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ807134(NAD 83)
 BL0959_MARKER: DB = BENCH MARK DISK
 BL0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0959_STAMPING: A 976 1947
 BL0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0959+STABILITY: SURFACE MOTION
 BL0959
 BL0959  HISTORY     - Date     Condition        Report By
 BL0959  HISTORY     - 1947     MONUMENTED       CGS
 BL0959
 BL0959                          STATION DESCRIPTION
 BL0959
 BL0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0959'8.0 MI E FROM RIVERSIDE.
 BL0959'0.4 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD STATION AT
 BL0959'RIVERSIDE, THENCE 1.4 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL0959'6.2 MILES EAST ALONG A GRADED DIRT ROAD TO A ROAD JUNCTION, 7.2 MILES
 BL0959'NORTH OF OAKHURST, 45 YARDS NORTHEAST OF A FARMHOUSE, 95.0 FEET NORTH
 BL0959'OF THE WEST END OF A CORRUGATED IRON CULVERT, 46.0 FEET NORTH OF AND
 BL0959'1.0 FOOT HIGHER THAN THE CENTER LINE OF THE EAST AND WEST ROAD, 33.0
 BL0959'FEET SOUTHWEST OF A FENCE CORNER, 2.0 FEET SOUTHEAST OF A FENCE, 2.0
 BL0959'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BL0959'WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1985 ***********************************************************************
 BY1985  DESIGNATION -  A 977
 BY1985  PID         -  BY1985
 BY1985  STATE/COUNTY-  TX/HOUSTON
 BY1985  USGS QUAD   -  WELDON (1972)
 BY1985
 BY1985                         *CURRENT SURVEY CONTROL
 BY1985  ___________________________________________________________________
 BY1985* NAD 83(1986)-  31 01 54.     (N)    095 34 01.     (W)     SCALED    
 BY1985* NAVD 88     -        82.20   (+/-2cm)     269.7    (feet)  VERTCON   
 BY1985  ___________________________________________________________________
 BY1985  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1985
 BY1985  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1985
 BY1985.The horizontal coordinates were scaled from a topographic map and have
 BY1985.an estimated accuracy of +/- 6 seconds.
 BY1985
 BY1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1985.The vertical order pertains to the NGVD 29 superseded value.
 BY1985
 BY1985.The geoid height was determined by GEOID03.
 BY1985
 BY1985;                    North         East    Units  Estimated Accuracy
 BY1985;SPC TX C     - 3,161,060.    1,154,870.      MT  (+/- 180 meters Scaled)
 BY1985
 BY1985                          SUPERSEDED SURVEY CONTROL
 BY1985
 BY1985  NGVD 29 (??/??/92)   82.202  (m)          269.69   (f) ADJ UNCH    2 0
 BY1985
 BY1985.Superseded values are not recommended for survey control.
 BY1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1985.See file dsdata.txt to determine how the superseded data were derived.
 BY1985
 BY1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ549359(NAD 83)
 BY1985_MARKER: DB = BENCH MARK DISK
 BY1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1985_STAMPING: A 977 1947
 BY1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1985+STABILITY: SURFACE MOTION
 BY1985
 BY1985  HISTORY     - Date     Condition        Report By
 BY1985  HISTORY     - 1947     MONUMENTED       CGS
 BY1985
 BY1985                          STATION DESCRIPTION
 BY1985
 BY1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1985'0.4 MI N FROM WELDON.
 BY1985'0.4 MILE NORTH ALONG A DIRT ROAD WHICH LEADS TO POST OAK FROM THE
 BY1985'WELDON HIGH SCHOOL AT WELDON, 0.15 MILE NORTH OF THE JUNCTION OF A
 BY1985'DIRT ROAD LEADING WEST, DIRECTLY ACROSS THE ROAD FROM A FENCE CORNER
 BY1985'POST AND IN LINE WITH AN EAST-WEST FENCE LINE, 140.0 FEET SOUTH OF AN
 BY1985'R E A CO-OP POWER LINE POLE, 43.0 FEET WEST OF THE CENTER OF THE ROAD,
 BY1985'1.5 FOOT NORTH OF A REFERENCE POST, 1.2 FOOT EAST OF THE WEST RIGHT OF
 BY1985'WAY FENCE, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE ROAD AND
 BY1985'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1942 ***********************************************************************
 BY1942  DESIGNATION -  A 979
 BY1942  PID         -  BY1942
 BY1942  STATE/COUNTY-  TX/HOUSTON
 BY1942  USGS QUAD   -  AUSTONIO (1972)
 BY1942
 BY1942                         *CURRENT SURVEY CONTROL
 BY1942  ___________________________________________________________________
 BY1942* NAD 83(1986)-  31 11 59.     (N)    095 37 43.     (W)     SCALED    
 BY1942* NAVD 88     -        84.12   (+/-2cm)     276.0    (feet)  VERTCON   
 BY1942  ___________________________________________________________________
 BY1942  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY1942
 BY1942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1942
 BY1942.The horizontal coordinates were scaled from a topographic map and have
 BY1942.an estimated accuracy of +/- 6 seconds.
 BY1942
 BY1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1942.The vertical order pertains to the NGVD 29 superseded value.
 BY1942
 BY1942.The geoid height was determined by GEOID03.
 BY1942
 BY1942;                    North         East    Units  Estimated Accuracy
 BY1942;SPC TX C     - 3,179,430.    1,148,200.      MT  (+/- 180 meters Scaled)
 BY1942
 BY1942                          SUPERSEDED SURVEY CONTROL
 BY1942
 BY1942  NGVD 29 (??/??/92)   84.124  (m)          276.00   (f) ADJ UNCH    2 0
 BY1942
 BY1942.Superseded values are not recommended for survey control.
 BY1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1942.See file dsdata.txt to determine how the superseded data were derived.
 BY1942
 BY1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ495547(NAD 83)
 BY1942_MARKER: DB = BENCH MARK DISK
 BY1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1942_STAMPING: A 979 1947
 BY1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1942+STABILITY: SURFACE MOTION
 BY1942
 BY1942  HISTORY     - Date     Condition        Report By
 BY1942  HISTORY     - 1947     MONUMENTED       CGS
 BY1942
 BY1942                          STATION DESCRIPTION
 BY1942
 BY1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1942'1.1 MI NE FROM AUSTONIO.
 BY1942'1.1 MILE NORTHEAST ALONG STATE HIGHWAY NO. 21 FROM THE AUSTONIO HIGH
 BY1942'SCHOOL AT AUSTONIO, AT THE TOP OF A HILL, 0.15 MILE NORTHEAST OF THE
 BY1942'JUNCTION OF A PRIVATE ROAD LEADING NORTHWEST TO A FARM HOUSE, 49.5
 BY1942'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 21.0 FEET NORTHEAST OF
 BY1942'THE CENTER OF A WIRE GATE ACROSS A PRIVATE ROAD LEADING SOUTHEAST INTO
 BY1942'A PASTURE, 3.0 FEET SOUTHWEST OF A REFERENCE POST, 1.1 FOOT NORTHWEST
 BY1942'OF THE SOUTHEAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE
 BY1942'SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0013 ***********************************************************************
 DN0013  DESIGNATION -  A 98
 DN0013  PID         -  DN0013
 DN0013  STATE/COUNTY-  TX/GRAYSON
 DN0013  USGS QUAD   -  AMBROSE (1984)
 DN0013
 DN0013                         *CURRENT SURVEY CONTROL
 DN0013  ___________________________________________________________________
 DN0013* NAD 83(1986)-  33 41 10.     (N)    096 27 22.     (W)     SCALED    
 DN0013* NAVD 88     -       166.379  (meters)     545.86   (feet)  ADJUSTED  
 DN0013  ___________________________________________________________________
 DN0013  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DN0013  DYNAMIC HT  -         166.201 (meters)     545.28  (feet)  COMP
 DN0013  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 DN0013
 DN0013  VERT ORDER  -  FIRST     CLASS II
 DN0013
 DN0013.The horizontal coordinates were scaled from a topographic map and have
 DN0013.an estimated accuracy of +/- 6 seconds.
 DN0013
 DN0013.The orthometric height was determined by differential leveling
 DN0013.and adjusted by the National Geodetic Survey in June 1991..
 DN0013
 DN0013.The geoid height was determined by GEOID03.
 DN0013
 DN0013.The dynamic height is computed by dividing the NAVD 88
 DN0013.geopotential number by the normal gravity value computed on the
 DN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0013.degrees latitude (g = 980.6199 gals.).
 DN0013
 DN0013.The modeled gravity was interpolated from observed gravity values.
 DN0013
 DN0013;                    North         East    Units  Estimated Accuracy
 DN0013;SPC TXNC     - 2,225,790.      789,490.      MT  (+/- 180 meters Scaled)
 DN0013
 DN0013                          SUPERSEDED SURVEY CONTROL
 DN0013
 DN0013  NGVD 29 (??/??/92)  166.370  (m)          545.83   (f) ADJ UNCH    1 2
 DN0013
 DN0013.Superseded values are not recommended for survey control.
 DN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0013.See file dsdata.txt to determine how the superseded data were derived.
 DN0013
 DN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC358302(NAD 83)
 DN0013_MARKER: DB = BENCH MARK DISK
 DN0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0013_STAMPING: 545.832 A 98 1933
 DN0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0013+STABILITY: SURFACE MOTION
 DN0013
 DN0013  HISTORY     - Date     Condition        Report By
 DN0013  HISTORY     - 1933     MONUMENTED       CGS
 DN0013  HISTORY     - 1942     GOOD             NGS
 DN0013  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0013
 DN0013                          STATION DESCRIPTION
 DN0013
 DN0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 DN0013'6.3 MI NW FROM BELLS.
 DN0013'6.3 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0013'FROM BELLS, GRAYSON COUNTY, AT TERRACE, 300 FEET SOUTH OF MILEPOST
 DN0013'668, 80 FEET NORTHWEST OF A SWITCH STAND AT THE NORTH END OF THE
 DN0013'SIDING, 60 FEET SOUTH OF A ROAD CROSSING, 40 FEET EAST OF THE TRACK,
 DN0013'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 545.832 A
 DN0013'98 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DN0013
 DN0013                          STATION RECOVERY (1986)
 DN0013
 DN0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1150 ***********************************************************************
 BL1150  DESIGNATION -  A 980
 BL1150  PID         -  BL1150
 BL1150  STATE/COUNTY-  TX/SAN JACINTO
 BL1150  USGS QUAD   -  CAMILLA (1997)
 BL1150
 BL1150                         *CURRENT SURVEY CONTROL
 BL1150  ___________________________________________________________________
 BL1150* NAD 83(1986)-  30 30 44.     (N)    095 04 45.     (W)     SCALED    
 BL1150* NAVD 88     -        82.49   (+/-2cm)     270.6    (feet)  VERTCON   
 BL1150  ___________________________________________________________________
 BL1150  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1150
 BL1150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1150
 BL1150.The horizontal coordinates were scaled from a topographic map and have
 BL1150.an estimated accuracy of +/- 6 seconds.
 BL1150
 BL1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1150.The vertical order pertains to the NGVD 29 superseded value.
 BL1150
 BL1150.The geoid height was determined by GEOID03.
 BL1150
 BL1150;                    North         East    Units  Estimated Accuracy
 BL1150;SPC TX C     - 3,105,640.    1,204,100.      MT  (+/- 180 meters Scaled)
 BL1150
 BL1150                          SUPERSEDED SURVEY CONTROL
 BL1150
 BL1150  NGVD 29 (??/??/92)   82.494  (m)          270.65   (f) ADJ UNCH    2 0
 BL1150
 BL1150.Superseded values are not recommended for survey control.
 BL1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1150.See file dsdata.txt to determine how the superseded data were derived.
 BL1150
 BL1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP004773(NAD 83)
 BL1150_MARKER: DB = BENCH MARK DISK
 BL1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1150_STAMPING: A 980 1947
 BL1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1150+STABILITY: SURFACE MOTION
 BL1150
 BL1150  HISTORY     - Date     Condition        Report By
 BL1150  HISTORY     - 1947     MONUMENTED       CGS
 BL1150
 BL1150                          STATION DESCRIPTION
 BL1150
 BL1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1150'5.8 MI W FROM SHEPHERD.
 BL1150'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1150'SHEPHERD, THENCE 1.1 MILES SOUTHWEST ALONG SAM HOUSTON NATIONAL FOREST
 BL1150'HIGHWAY 217, AT A ROAD INTERSECTION, 0.7 MILE SOUTHWEST OF A BRIDGE
 BL1150'OVER LITTLE CREEK, 25.0 FEET NORTHEAST OF THE CENTER LINE OF A
 BL1150'NORTHWEST AND SOUTHEAST ROAD, 23.0 FEET SOUTHEAST OF AND LEVEL WITH
 BL1150'THE CENTER LINE OF THE HIGHWAY, 8.5 FEET NORTHWEST OF A 12 INCH PINE
 BL1150'TREE, 1.7 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BL1150'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1001 ***********************************************************************
 BL1001  DESIGNATION -  A 982 RESET 1966
 BL1001  PID         -  BL1001
 BL1001  STATE/COUNTY-  TX/SAN JACINTO
 BL1001  USGS QUAD   -  OAKHURST (1972)
 BL1001
 BL1001                         *CURRENT SURVEY CONTROL
 BL1001  ___________________________________________________________________
 BL1001* NAD 83(1986)-  30 43 09.     (N)    095 18 40.     (W)     SCALED    
 BL1001* NAVD 88     -       103.47   (+/-2cm)     339.5    (feet)  VERTCON   
 BL1001  ___________________________________________________________________
 BL1001  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL1001
 BL1001  VERT ORDER  -  THIRD (See Below)
 BL1001
 BL1001.The horizontal coordinates were scaled from a topographic map and have
 BL1001.an estimated accuracy of +/- 6 seconds.
 BL1001
 BL1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1001.The vertical order pertains to the NGVD 29 superseded value.
 BL1001
 BL1001.The geoid height was determined by GEOID03.
 BL1001
 BL1001;                    North         East    Units  Estimated Accuracy
 BL1001;SPC TX C     - 3,127,530.    1,180,830.      MT  (+/- 180 meters Scaled)
 BL1001
 BL1001                          SUPERSEDED SURVEY CONTROL
 BL1001
 BL1001  NGVD 29 (01/29/03)  103.48   (m)          339.5    (f) RESET       3  
 BL1001
 BL1001.Superseded values are not recommended for survey control.
 BL1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1001.See file dsdata.txt to determine how the superseded data were derived.
 BL1001
 BL1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ786007(NAD 83)
 BL1001_MARKER: DB = BENCH MARK DISK
 BL1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1001_STAMPING: A 982 RESET 1966
 BL1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1001+STABILITY: SURFACE MOTION
 BL1001
 BL1001  HISTORY     - Date     Condition        Report By
 BL1001  HISTORY     - 1966     MONUMENTED       CGS
 BL1001
 BL1001                          STATION DESCRIPTION
 BL1001
 BL1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BL1001'1.35 MI S FROM OAKHURST.
 BL1001'0.95 MILE SOUTHEAST ALONG F.M. HIGHWAY 946 FROM THE POST OFFICE IN
 BL1001'OAKHURST, THENCE 0.4 MILE SOUTHWEST ALONG F.M. HIGHWAY 3018 TO SITE OF
 BL1001'BENCH MARK, 50 FEET SOUTHEAST AND ABOUT LEVEL WITH THE HIGHWAY CENTER
 BL1001'LINE, 354 FEET NORTH-NORTHEAST OF THE CENTER OF A PRIVATE DRIVEWAY, 54
 BL1001'FEET SOUTH-SOUTHWEST OF A POWER LINE POLE, 2 FEET SOUTHEAST OF A METAL
 BL1001'WITNESS POST, IN THE FENCE LINE BETWEEN TWO BRACED FENCE POSTS, AND AT
 BL1001'TEXAS HIGHWAY DEPARTMENT BASE STATION 22 NO. 59. A C AND GS BENCH MARK
 BL1001'DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 BL1001'ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0865 ***********************************************************************
 BL0865  DESIGNATION -  A 983
 BL0865  PID         -  BL0865
 BL0865  STATE/COUNTY-  TX/WALKER
 BL0865  USGS QUAD   -  RIVERSIDE (1997)
 BL0865
 BL0865                         *CURRENT SURVEY CONTROL
 BL0865  ___________________________________________________________________
 BL0865* NAD 83(1986)-  30 51 54.     (N)    095 28 38.     (W)     SCALED    
 BL0865* NAVD 88     -        65.00   (+/-2cm)     213.3    (feet)  VERTCON   
 BL0865  ___________________________________________________________________
 BL0865  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL0865
 BL0865  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0865
 BL0865.The horizontal coordinates were scaled from a topographic map and have
 BL0865.an estimated accuracy of +/- 6 seconds.
 BL0865
 BL0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0865.The vertical order pertains to the NGVD 29 superseded value.
 BL0865
 BL0865.The geoid height was determined by GEOID03.
 BL0865
 BL0865;                    North         East    Units  Estimated Accuracy
 BL0865;SPC TX C     - 3,142,980.    1,164,230.      MT  (+/- 180 meters Scaled)
 BL0865
 BL0865                          SUPERSEDED SURVEY CONTROL
 BL0865
 BL0865  NGVD 29 (??/??/92)   65.007  (m)          213.28   (f) ADJ UNCH    2 0
 BL0865
 BL0865.Superseded values are not recommended for survey control.
 BL0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0865.See file dsdata.txt to determine how the superseded data were derived.
 BL0865
 BL0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ631172(NAD 83)
 BL0865_MARKER: DB = BENCH MARK DISK
 BL0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0865_STAMPING: A 983 1947
 BL0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0865+STABILITY: SURFACE MOTION
 BL0865
 BL0865  HISTORY     - Date     Condition        Report By
 BL0865  HISTORY     - 1947     MONUMENTED       CGS
 BL0865  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0865
 BL0865                          STATION DESCRIPTION
 BL0865
 BL0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0865'5.2 MI W FROM RIVERSIDE.
 BL0865'5.2 MILES WEST ALONG A GRAVEL ROAD FROM THE RIVERSIDE HIGH SCHOOL AT
 BL0865'RIVERSIDE, AT THE TOP OF A HILL AND 0.15 MILE NORTHEAST OF A CONCRETE
 BL0865'CULVERT UNDER THE ROAD, 175.0 FEET NORTHEAST OF AN OUTCROPPING PORTION
 BL0865'OF SOFT BEDROCK, 26.0 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 1.7
 BL0865'FOOT SOUTHWEST OF A REFERENCE POST, 1.3 FOOT NORTHWEST OF THE
 BL0865'SOUTHEAST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME
 BL0865'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
 BL0865
 BL0865                          STATION RECOVERY (1996)
 BL0865
 BL0865'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1768 ***********************************************************************
 BL1768  DESIGNATION -  A 984
 BL1768  PID         -  BL1768
 BL1768  STATE/COUNTY-  TX/WALKER
 BL1768  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1768
 BL1768                         *CURRENT SURVEY CONTROL
 BL1768  ___________________________________________________________________
 BL1768* NAD 83(1986)-  30 50 55.     (N)    095 38 15.     (W)     SCALED    
 BL1768* NAVD 88     -        86.09   (+/-2cm)     282.4    (feet)  VERTCON   
 BL1768  ___________________________________________________________________
 BL1768  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BL1768
 BL1768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1768
 BL1768.The horizontal coordinates were scaled from a topographic map and have
 BL1768.an estimated accuracy of +/- 6 seconds.
 BL1768
 BL1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1768.The vertical order pertains to the NGVD 29 superseded value.
 BL1768
 BL1768.The geoid height was determined by GEOID03.
 BL1768
 BL1768;                    North         East    Units  Estimated Accuracy
 BL1768;SPC TX C     - 3,140,500.    1,148,990.      MT  (+/- 180 meters Scaled)
 BL1768
 BL1768                          SUPERSEDED SURVEY CONTROL
 BL1768
 BL1768  NGVD 29 (??/??/92)   86.087  (m)          282.44   (f) ADJ UNCH    2 0
 BL1768
 BL1768.Superseded values are not recommended for survey control.
 BL1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1768.See file dsdata.txt to determine how the superseded data were derived.
 BL1768
 BL1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ477158(NAD 83)
 BL1768_MARKER: DB = BENCH MARK DISK
 BL1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1768_STAMPING: A 984 1947
 BL1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1768+STABILITY: SURFACE MOTION
 BL1768
 BL1768  HISTORY     - Date     Condition        Report By
 BL1768  HISTORY     - 1947     MONUMENTED       CGS
 BL1768  HISTORY     - 1961     GOOD             USGS
 BL1768  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1768
 BL1768                          STATION DESCRIPTION
 BL1768
 BL1768'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BL1768'11.1 MI NW FROM HUNTSVILLE.
 BL1768'11.1 MILES NORTHWEST ALONG FARM ROAD 247 FROM THE HIGHSCHOOL AT
 BL1768'HUNTSVILLE, 400 FEET WEST ALONG THE OLD ROAD FROM A CURVE IN THE
 BL1768'HIGHWAY, 41 FEET SOUTH OF THE CENTERLINE OF THE ABANDONED ROAD, 15
 BL1768'FEET EAST OF A TWIN OAK TREE, 4 FEET EAST OF A 4 BY 4-INCH MARKER
 BL1768'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 BL1768'GROUND.
 BL1768
 BL1768                          STATION RECOVERY (1996)
 BL1768
 BL1768'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1082 ***********************************************************************
 BL1082  DESIGNATION -  A 985
 BL1082  PID         -  BL1082
 BL1082  STATE/COUNTY-  TX/SAN JACINTO
 BL1082  USGS QUAD   -  MAYNARD (1997)
 BL1082
 BL1082                         *CURRENT SURVEY CONTROL
 BL1082  ___________________________________________________________________
 BL1082* NAD 83(1986)-  30 37 18.     (N)    095 19 19.     (W)     SCALED    
 BL1082* NAVD 88     -       113.88   (+/-2cm)     373.6    (feet)  VERTCON   
 BL1082  ___________________________________________________________________
 BL1082  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL1082
 BL1082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1082
 BL1082.The horizontal coordinates were scaled from a topographic map and have
 BL1082.an estimated accuracy of +/- 6 seconds.
 BL1082
 BL1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1082.The vertical order pertains to the NGVD 29 superseded value.
 BL1082
 BL1082.The geoid height was determined by GEOID03.
 BL1082
 BL1082;                    North         East    Units  Estimated Accuracy
 BL1082;SPC TX C     - 3,116,690.    1,180,280.      MT  (+/- 180 meters Scaled)
 BL1082
 BL1082                          SUPERSEDED SURVEY CONTROL
 BL1082
 BL1082  NGVD 29 (??/??/92)  113.886  (m)          373.64   (f) ADJ UNCH    2 0
 BL1082
 BL1082.Superseded values are not recommended for survey control.
 BL1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1082.See file dsdata.txt to determine how the superseded data were derived.
 BL1082
 BL1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP774899(NAD 83)
 BL1082_MARKER: DB = BENCH MARK DISK
 BL1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1082_STAMPING: A 985 1947
 BL1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1082+STABILITY: SURFACE MOTION
 BL1082
 BL1082  HISTORY     - Date     Condition        Report By
 BL1082  HISTORY     - 1947     MONUMENTED       CGS
 BL1082
 BL1082                          STATION DESCRIPTION
 BL1082
 BL1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1082'9.3 MI NW FROM EVERGREEN.
 BL1082'2.8 MILES WEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1082'EVERGREEN, THENCE 4.5 MILES NORTHWEST ALONG SAM HOUSTON NATIONAL
 BL1082'FOREST ROAD 202, THENCE 2.0 MILES NORTH ALONG SAM HOUSTON NATIONAL
 BL1082'FOREST ROAD 202, 123 YARDS NORTH OF A CORRUGATED IRON CULVERT, 29.0
 BL1082'FEET WEST OF AND 2.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 7.0
 BL1082'FEET NORTHEAST OF A 10 INCH PINE TREE, 7.0 FEET NORTHWEST OF A 12 INCH
 BL1082'PINE TREE, 5.0 FEET SOUTHWEST OF AN 8 INCH PINE TREE, 2.0 FEET WEST OF
 BL1082'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL1082'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1067 ***********************************************************************
 BL1067  DESIGNATION -  A 986
 BL1067  PID         -  BL1067
 BL1067  STATE/COUNTY-  TX/SAN JACINTO
 BL1067  USGS QUAD   -  BLANCHARD (1972)
 BL1067
 BL1067                         *CURRENT SURVEY CONTROL
 BL1067  ___________________________________________________________________
 BL1067* NAD 83(1986)-  30 40 06.     (N)    095 04 46.     (W)     SCALED    
 BL1067* NAVD 88     -        31.47   (+/-2cm)     103.2    (feet)  VERTCON   
 BL1067  ___________________________________________________________________
 BL1067  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1067
 BL1067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1067
 BL1067.The horizontal coordinates were scaled from a topographic map and have
 BL1067.an estimated accuracy of +/- 6 seconds.
 BL1067
 BL1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1067.The vertical order pertains to the NGVD 29 superseded value.
 BL1067
 BL1067.The geoid height was determined by GEOID03.
 BL1067
 BL1067;                    North         East    Units  Estimated Accuracy
 BL1067;SPC TX C     - 3,122,930.    1,203,260.      MT  (+/- 180 meters Scaled)
 BL1067
 BL1067                          SUPERSEDED SURVEY CONTROL
 BL1067
 BL1067  NGVD 29 (??/??/92)   31.487  (m)          103.30   (f) ADJ UNCH    2 0
 BL1067
 BL1067.Superseded values are not recommended for survey control.
 BL1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1067.See file dsdata.txt to determine how the superseded data were derived.
 BL1067
 BL1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP007946(NAD 83)
 BL1067_MARKER: DB = BENCH MARK DISK
 BL1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1067_STAMPING: A 986 1947
 BL1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1067+STABILITY: SURFACE MOTION
 BL1067
 BL1067  HISTORY     - Date     Condition        Report By
 BL1067  HISTORY     - 1947     MONUMENTED       CGS
 BL1067
 BL1067                          STATION DESCRIPTION
 BL1067
 BL1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1067'8.2 MI N FROM COLDSPRING.
 BL1067'0.2 MILE EAST ALONG A GRADED DIRT ROAD FROM THE COURTHOUSE AT
 BL1067'COLDSPRING, THENCE 8.0 MILES NORTH ALONG A GRADED DIRT ROAD, 50 YARDS
 BL1067'SOUTH OF THE SOUTH BANK OF THE TRINITY RIVER, 45.9 FEET NORTH OF THE
 BL1067'NORTH CORNER OF A FRAME BUILDING, 116.8 FEET SOUTHEAST OF A 24 INCH
 BL1067'COTTONWOOD TREE, 32.0 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE OF
 BL1067'AN EAST AND WEST ROAD, 31.6 FEET NORTHEAST OF THE NORTHEAST END OF A
 BL1067'BOARD GATE, 2.0 FEET NORTHWEST OF A FENCE, 1.0 FOOT EAST OF A WITNESS
 BL1067'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BL1067'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1075 ***********************************************************************
 BL1075  DESIGNATION -  A 987
 BL1075  PID         -  BL1075
 BL1075  STATE/COUNTY-  TX/POLK
 BL1075  USGS QUAD   -  BLANCHARD (1972)
 BL1075
 BL1075                         *CURRENT SURVEY CONTROL
 BL1075  ___________________________________________________________________
 BL1075* NAD 83(1986)-  30 43 46.     (N)    095 03 21.     (W)     SCALED    
 BL1075* NAVD 88     -        46.35   (+/-2cm)     152.1    (feet)  VERTCON   
 BL1075  ___________________________________________________________________
 BL1075  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1075
 BL1075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1075
 BL1075.The horizontal coordinates were scaled from a topographic map and have
 BL1075.an estimated accuracy of +/- 6 seconds.
 BL1075
 BL1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1075.The vertical order pertains to the NGVD 29 superseded value.
 BL1075
 BL1075.The geoid height was determined by GEOID03.
 BL1075
 BL1075;                    North         East    Units  Estimated Accuracy
 BL1075;SPC TX C     - 3,129,800.    1,205,200.      MT  (+/- 180 meters Scaled)
 BL1075
 BL1075                          SUPERSEDED SURVEY CONTROL
 BL1075
 BL1075  NGVD 29 (??/??/92)   46.370  (m)          152.13   (f) ADJ UNCH    2 0
 BL1075
 BL1075.Superseded values are not recommended for survey control.
 BL1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1075.See file dsdata.txt to determine how the superseded data were derived.
 BL1075
 BL1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ031014(NAD 83)
 BL1075_MARKER: DB = BENCH MARK DISK
 BL1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1075_STAMPING: A 987 1947
 BL1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1075+STABILITY: SURFACE MOTION
 BL1075
 BL1075  HISTORY     - Date     Condition        Report By
 BL1075  HISTORY     - 1947     MONUMENTED       CGS
 BL1075  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL1075
 BL1075                          STATION DESCRIPTION
 BL1075
 BL1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1075'0.7 MI S FROM BLANCHARD.
 BL1075'0.2 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL1075'BLANCHARD, THENCE 0.5 MILE SOUTH ALONG A GRADED DIRT ROAD, 48.5 FEET
 BL1075'SOUTHEAST OF A POWER POLE, 35.0 FEET WEST OF AND LEVEL WITH THE CENTER
 BL1075'LINE OF THE ROAD, 30.0 FEET SOUTH OF A TEN INCH OAK TREE, 1.9 FEET
 BL1075'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1075'PROJECTS 3 INCHES ABOVE THE GROUND.
 BL1075
 BL1075                          STATION RECOVERY (1997)
 BL1075
 BL1075'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1797 ***********************************************************************
 BL1797  DESIGNATION -  A 988
 BL1797  PID         -  BL1797
 BL1797  STATE/COUNTY-  TX/WALKER
 BL1797  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1797
 BL1797                         *CURRENT SURVEY CONTROL
 BL1797  ___________________________________________________________________
 BL1797* NAD 83(1986)-  30 45 56.     (N)    095 32 37.     (W)     SCALED    
 BL1797* NAVD 88     -        83.83   (+/-2cm)     275.0    (feet)  VERTCON   
 BL1797  ___________________________________________________________________
 BL1797  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1797
 BL1797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1797
 BL1797.The horizontal coordinates were scaled from a topographic map and have
 BL1797.an estimated accuracy of +/- 6 seconds.
 BL1797
 BL1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1797.The vertical order pertains to the NGVD 29 superseded value.
 BL1797
 BL1797.The geoid height was determined by GEOID03.
 BL1797
 BL1797;                    North         East    Units  Estimated Accuracy
 BL1797;SPC TX C     - 3,131,690.    1,158,360.      MT  (+/- 180 meters Scaled)
 BL1797
 BL1797                          SUPERSEDED SURVEY CONTROL
 BL1797
 BL1797  NGVD 29 (??/??/92)   83.829  (m)          275.03   (f) ADJ UNCH    2 0
 BL1797
 BL1797.Superseded values are not recommended for survey control.
 BL1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1797.See file dsdata.txt to determine how the superseded data were derived.
 BL1797
 BL1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ565063(NAD 83)
 BL1797_MARKER: DB = BENCH MARK DISK
 BL1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1797_STAMPING: A 988 1947
 BL1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1797+STABILITY: SURFACE MOTION
 BL1797
 BL1797  HISTORY     - Date     Condition        Report By
 BL1797  HISTORY     - 1947     MONUMENTED       CGS
 BL1797  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1797
 BL1797                          STATION DESCRIPTION
 BL1797
 BL1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1797'2.7 MI N FROM HUNTSVILLE.
 BL1797'1.8 MILE NORTH ALONG A FARM TO MARKET ROAD AND 0.9 MILE NORTH ALONG A
 BL1797'GRAVEL AND DIRT ROAD FROM THE HIGH SCHOOL AT HUNTSVILLE, AT THE TOP OF
 BL1797'A HILL AND AT THE JUNCTION OF A PRIVATE ROAD LEADING EAST TO A FARM
 BL1797'HOUSE, 39.0 FEET EAST OF THE CENTER OF THE MAIN ROAD, 39.0 FEET SOUTH
 BL1797'OF THE CENTER OF THE PRIVATE ROAD, 9.0 FEET NORTH OF A 1-FOOT TWIN
 BL1797'TRUNK ELM TREE, 3.0 FEET SOUTH OF A REFERENCE POST, SET IN A CONCRETE
 BL1797'POST ABOUT 4 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
 BL1797
 BL1797                          STATION RECOVERY (1996)
 BL1797
 BL1797'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1095 ***********************************************************************
 BL1095  DESIGNATION -  A 989
 BL1095  PID         -  BL1095
 BL1095  STATE/COUNTY-  TX/WALKER
 BL1095  USGS QUAD   -  NEW WAVERLY (1976)
 BL1095
 BL1095                         *CURRENT SURVEY CONTROL
 BL1095  ___________________________________________________________________
 BL1095* NAD 83(1986)-  30 37 14.     (N)    095 23 22.     (W)     SCALED    
 BL1095* NAVD 88     -        91.14   (+/-2cm)     299.0    (feet)  VERTCON   
 BL1095  ___________________________________________________________________
 BL1095  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL1095
 BL1095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1095
 BL1095.The horizontal coordinates were scaled from a topographic map and have
 BL1095.an estimated accuracy of +/- 6 seconds.
 BL1095
 BL1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1095.The vertical order pertains to the NGVD 29 superseded value.
 BL1095
 BL1095.The geoid height was determined by GEOID03.
 BL1095
 BL1095;                    North         East    Units  Estimated Accuracy
 BL1095;SPC TX C     - 3,116,270.    1,173,820.      MT  (+/- 180 meters Scaled)
 BL1095
 BL1095                          SUPERSEDED SURVEY CONTROL
 BL1095
 BL1095  NGVD 29 (??/??/92)   91.149  (m)          299.04   (f) ADJ UNCH    2 0
 BL1095
 BL1095.Superseded values are not recommended for survey control.
 BL1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1095.See file dsdata.txt to determine how the superseded data were derived.
 BL1095
 BL1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP709899(NAD 83)
 BL1095_MARKER: DB = BENCH MARK DISK
 BL1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1095_STAMPING: A 989 1947
 BL1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1095+STABILITY: SURFACE MOTION
 BL1095
 BL1095  HISTORY     - Date     Condition        Report By
 BL1095  HISTORY     - 1947     MONUMENTED       CGS
 BL1095
 BL1095                          STATION DESCRIPTION
 BL1095
 BL1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1095'10.2 MI NE FROM NEW WAVERLY.
 BL1095'0.1 MILE WEST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT NEW
 BL1095'WAVERLY, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 75, THENCE 0.6 MILE
 BL1095'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A
 BL1095'GRADED DIRT ROAD TO A ROAD JUNCTION, THENCE 2.0 MILES NORTHEAST ALONG
 BL1095'A GRADED DIRT ROAD TO A CROSS ROADS, THENCE 3.7 MILES NORTHEAST ALONG
 BL1095'A GRADED DIRT ROAD, THENCE 0.8 MILE NORTHWEST ALONG A GRADED DIRT
 BL1095'ROAD, THENCE 0.5 MILE NORTHEAST ALONG A GRADED DIRT ROAD, 0.1 MILE
 BL1095'SOUTHWEST OF BOSWELL CREEK, 35.0 FEET NORTHWEST OF AND LEVEL WITH THE
 BL1095'CENTER LINE OF THE ROAD, 17.0 FEET NORTHEAST OF A 24 INCH PINE TREE,
 BL1095'17.0 FEET WEST OF A 12 INCH PINE TREE, 15.0 FEET SOUTHEAST OF A 10
 BL1095'INCH PINE TREE, 3.0 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BL1095'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0530 ***********************************************************************
 BY0530  DESIGNATION -  A 99
 BY0530  PID         -  BY0530
 BY0530  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0530  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0530
 BY0530                         *CURRENT SURVEY CONTROL
 BY0530  ___________________________________________________________________
 BY0530* NAD 83(1986)-  31 13 09.     (N)    094 16 20.     (W)     SCALED    
 BY0530* NAVD 88     -        42.30   (+/-2cm)     138.8    (feet)  VERTCON   
 BY0530  ___________________________________________________________________
 BY0530  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BY0530
 BY0530  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0530
 BY0530.The horizontal coordinates were scaled from a topographic map and have
 BY0530.an estimated accuracy of +/- 6 seconds.
 BY0530
 BY0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0530.The vertical order pertains to the NGVD 29 superseded value.
 BY0530
 BY0530.The geoid height was determined by GEOID03.
 BY0530
 BY0530;                    North         East    Units  Estimated Accuracy
 BY0530;SPC TX C     - 3,187,830.    1,277,180.      MT  (+/- 180 meters Scaled)
 BY0530
 BY0530                          SUPERSEDED SURVEY CONTROL
 BY0530
 BY0530  NGVD 29 (??/??/92)   42.328  (m)          138.87   (f) ADJ UNCH    2 0
 BY0530
 BY0530.Superseded values are not recommended for survey control.
 BY0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0530.See file dsdata.txt to determine how the superseded data were derived.
 BY0530
 BY0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ788545(NAD 83)
 BY0530_MARKER: DB = BENCH MARK DISK
 BY0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0530_STAMPING: A 99 1952
 BY0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0530+STABILITY: SURFACE MOTION
 BY0530
 BY0530  HISTORY     - Date     Condition        Report By
 BY0530  HISTORY     - 1952     MONUMENTED       CGS
 BY0530
 BY0530                          STATION DESCRIPTION
 BY0530
 BY0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0530'11.25 MI NE FROM ZAVALLA.
 BY0530'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0530'ZAVALLA, THENCE 1.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 18 FEET
 BY0530'NORTH OF THE CENTER LINE OF A WOODS ROAD, 60 FEET EAST OF THE EXTENDED
 BY0530'CENTER LINE OF A DIRT ROAD LEADING NORTH, 18 FEET EAST OF A 14 INCH
 BY0530'OAK TREE, 1.8 FEET SOUTH OF A FENCE, 1 FOOT NORTH OF A WITNESS POST,
 BY0530'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BY0530'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0934 ***********************************************************************
 CR0934  DESIGNATION -  A 990
 CR0934  PID         -  CR0934
 CR0934  STATE/COUNTY-  TX/VAN ZANDT
 CR0934  USGS QUAD   -  VAN (1981)
 CR0934
 CR0934                         *CURRENT SURVEY CONTROL
 CR0934  ___________________________________________________________________
 CR0934* NAD 83(1986)-  32 31 09.     (N)    095 43 19.     (W)     SCALED    
 CR0934* NAVD 88     -       165.582  (meters)     543.25   (feet)  ADJUSTED  
 CR0934  ___________________________________________________________________
 CR0934  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CR0934  DYNAMIC HT  -         165.392 (meters)     542.62  (feet)  COMP
 CR0934  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 CR0934
 CR0934  VERT ORDER  -  SECOND    CLASS 0
 CR0934
 CR0934.The horizontal coordinates were scaled from a topographic map and have
 CR0934.an estimated accuracy of +/- 6 seconds.
 CR0934
 CR0934.The orthometric height was determined by differential leveling
 CR0934.and adjusted by the National Geodetic Survey in June 1991..
 CR0934
 CR0934.The geoid height was determined by GEOID03.
 CR0934
 CR0934.The dynamic height is computed by dividing the NAVD 88
 CR0934.geopotential number by the normal gravity value computed on the
 CR0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0934.degrees latitude (g = 980.6199 gals.).
 CR0934
 CR0934.The modeled gravity was interpolated from observed gravity values.
 CR0934
 CR0934;                    North         East    Units  Estimated Accuracy
 CR0934;SPC TXNC     - 2,097,990.      860,970.      MT  (+/- 180 meters Scaled)
 CR0934
 CR0934                          SUPERSEDED SURVEY CONTROL
 CR0934
 CR0934  NGVD 29 (??/??/92)  165.598  (m)          543.30   (f) ADJ UNCH    2 0
 CR0934
 CR0934.Superseded values are not recommended for survey control.
 CR0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0934.See file dsdata.txt to determine how the superseded data were derived.
 CR0934
 CR0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS443012(NAD 83)
 CR0934_MARKER: DB = BENCH MARK DISK
 CR0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0934_STAMPING: A 990 1948
 CR0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0934+STABILITY: SURFACE MOTION
 CR0934
 CR0934  HISTORY     - Date     Condition        Report By
 CR0934  HISTORY     - 1948     MONUMENTED       CGS
 CR0934  HISTORY     - 1959     POOR             USGS
 CR0934  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0934  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0934  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 CR0934
 CR0934                          STATION DESCRIPTION
 CR0934
 CR0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0934'1.0 MI NE FROM COLFAX.
 CR0934'0.1 MILE EAST ALONG A DIRT STREET FROM THE METHODIST CHURCH AT COLFAX,
 CR0934'THENCE 0.9 MILE NORTHEAST ALONG A GRAVELED ROAD, 76.8 FEET NORTH OF
 CR0934'THE NORTH CORNER OF A FARMHOUSE (MOST NORTHEASTERLY ONE OF TWO ON THE
 CR0934'SOUTHEAST SIDE OF THE ROAD), 49.0 FEET SOUTHEAST OF THE CENTER LINE OF
 CR0934'THE ROAD, 1.7 FEET NORTHWEST OF A REFERENCE POST, 1.0 FOOT SOUTHWEST
 CR0934'OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 CR0934'ABOVE THE GROUND.  NOTE-- USE WITH CAUTION.
 CR0934
 CR0934                          STATION RECOVERY (1959)
 CR0934
 CR0934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CR0934'MARK RECOVERED IN POOR CONDITION.
 CR0934
 CR0934                          STATION RECOVERY (1995)
 CR0934
 CR0934'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0934'MARK NOT FOUND.
 CR0934
 CR0934                          STATION RECOVERY (2004)
 CR0934
 CR0934'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0934'MARK NOT FOUND.
 CR0934
 CR0934                          STATION RECOVERY (2005)
 CR0934
 CR0934'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0488 ***********************************************************************
 CR0488  DESIGNATION -  A 991
 CR0488  PID         -  CR0488
 CR0488  STATE/COUNTY-  TX/HENDERSON
 CR0488  USGS QUAD   -  CHANDLER (1973)
 CR0488
 CR0488                         *CURRENT SURVEY CONTROL
 CR0488  ___________________________________________________________________
 CR0488* NAD 83(1986)-  32 19 23.     (N)    095 29 30.     (W)     SCALED    
 CR0488* NAVD 88     -       135.265  (meters)     443.78   (feet)  ADJUSTED  
 CR0488  ___________________________________________________________________
 CR0488  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CR0488  DYNAMIC HT  -         135.108 (meters)     443.27  (feet)  COMP
 CR0488  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 CR0488
 CR0488  VERT ORDER  -  SECOND    CLASS 0
 CR0488
 CR0488.The horizontal coordinates were scaled from a topographic map and have
 CR0488.an estimated accuracy of +/- 6 seconds.
 CR0488
 CR0488.The orthometric height was determined by differential leveling
 CR0488.and adjusted by the National Geodetic Survey in June 1991..
 CR0488
 CR0488.The geoid height was determined by GEOID03.
 CR0488
 CR0488.The dynamic height is computed by dividing the NAVD 88
 CR0488.geopotential number by the normal gravity value computed on the
 CR0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0488.degrees latitude (g = 980.6199 gals.).
 CR0488
 CR0488.The modeled gravity was interpolated from observed gravity values.
 CR0488
 CR0488;                    North         East    Units  Estimated Accuracy
 CR0488;SPC TXNC     - 2,076,840.      883,210.      MT  (+/- 180 meters Scaled)
 CR0488
 CR0488                          SUPERSEDED SURVEY CONTROL
 CR0488
 CR0488  NGVD 29 (??/??/92)  135.291  (m)          443.87   (f) ADJ UNCH    2 0
 CR0488
 CR0488.Superseded values are not recommended for survey control.
 CR0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0488.See file dsdata.txt to determine how the superseded data were derived.
 CR0488
 CR0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR654789(NAD 83)
 CR0488_MARKER: DB = BENCH MARK DISK
 CR0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0488_STAMPING: A 991 1948
 CR0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0488+STABILITY: SURFACE MOTION
 CR0488
 CR0488  HISTORY     - Date     Condition        Report By
 CR0488  HISTORY     - 1948     MONUMENTED       CGS
 CR0488  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0488
 CR0488                          STATION DESCRIPTION
 CR0488
 CR0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0488'1.0 MI N FROM CHANDLER.
 CR0488'1.0 MILE NORTH ALONG THE CHANDLER-CONCORD CHURCH ROAD FROM THE HIGH
 CR0488'SCHOOL AT CHANDLER, 65.2 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER
 CR0488'OF A FARMHOUSE CONSTRUCTED OF NATIVE STONE, 60.0 FEET SOUTHWEST OF THE
 CR0488'CENTER LINE OF THE ROAD, 1.9 FEET NORTHEAST OF A REFERENCE POST, 1.5
 CR0488'FEET NORTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 CR0488'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CR0488
 CR0488                          STATION RECOVERY (2004)
 CR0488
 CR0488'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0765 ***********************************************************************
 CR0765  DESIGNATION -  A 992
 CR0765  PID         -  CR0765
 CR0765  STATE/COUNTY-  TX/SMITH
 CR0765  USGS QUAD   -  CARROLL (1984)
 CR0765
 CR0765                         *CURRENT SURVEY CONTROL
 CR0765  ___________________________________________________________________
 CR0765* NAD 83(1986)-  32 27 35.     (N)    095 31 17.     (W)     SCALED    
 CR0765* NAVD 88     -       145.837  (meters)     478.47   (feet)  ADJUSTED  
 CR0765  ___________________________________________________________________
 CR0765  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CR0765  DYNAMIC HT  -         145.667 (meters)     477.91  (feet)  COMP
 CR0765  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 CR0765
 CR0765  VERT ORDER  -  SECOND    CLASS 0
 CR0765
 CR0765.The horizontal coordinates were scaled from a topographic map and have
 CR0765.an estimated accuracy of +/- 6 seconds.
 CR0765
 CR0765.The orthometric height was determined by differential leveling
 CR0765.and adjusted by the National Geodetic Survey in June 1991..
 CR0765
 CR0765.The geoid height was determined by GEOID03.
 CR0765
 CR0765.The dynamic height is computed by dividing the NAVD 88
 CR0765.geopotential number by the normal gravity value computed on the
 CR0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0765.degrees latitude (g = 980.6199 gals.).
 CR0765
 CR0765.The modeled gravity was interpolated from observed gravity values.
 CR0765
 CR0765;                    North         East    Units  Estimated Accuracy
 CR0765;SPC TXNC     - 2,091,910.      879,990.      MT  (+/- 180 meters Scaled)
 CR0765
 CR0765                          SUPERSEDED SURVEY CONTROL
 CR0765
 CR0765  NGVD 29 (??/??/92)  145.860  (m)          478.54   (f) ADJ UNCH    2 0
 CR0765
 CR0765.Superseded values are not recommended for survey control.
 CR0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0765.See file dsdata.txt to determine how the superseded data were derived.
 CR0765
 CR0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR630941(NAD 83)
 CR0765_MARKER: DB = BENCH MARK DISK
 CR0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0765_STAMPING: A 992 1948
 CR0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0765+STABILITY: SURFACE MOTION
 CR0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0765+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0765
 CR0765  HISTORY     - Date     Condition        Report By
 CR0765  HISTORY     - 1948     MONUMENTED       CGS
 CR0765  HISTORY     - 19960420 GOOD             USPSQD
 CR0765  HISTORY     - 20040605 GOOD             USPSQD
 CR0765  HISTORY     - 20050711 GOOD             USPSQD
 CR0765
 CR0765                          STATION DESCRIPTION
 CR0765
 CR0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0765'1.2 MI S FROM CARROLL.
 CR0765'1.2 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE DOVER BAPTIST CHURCH
 CR0765'AT CARROLL, 98.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 CR0765'FARMHOUSE, 45.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 31.0 FEET
 CR0765'NORTHWEST OF A FENCE CORNER, 20.7 FEET NORTH OF A TELEPHONE POLE AND
 CR0765'IN LINE WITH THE ROW OF POLES, 1.9 FEET SOUTHEAST OF A REFERENCE POST,
 CR0765'1.0 FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 CR0765'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0765
 CR0765                          STATION RECOVERY (1996)
 CR0765
 CR0765'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0765'RECOVERED IN GOOD CONDITION.
 CR0765
 CR0765                          STATION RECOVERY (2004)
 CR0765
 CR0765'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0765'RECOVERED IN GOOD CONDITION.
 CR0765
 CR0765                          STATION RECOVERY (2005)
 CR0765
 CR0765'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0962 ***********************************************************************
 CR0962  DESIGNATION -  A 993
 CR0962  PID         -  CR0962
 CR0962  STATE/COUNTY-  TX/VAN ZANDT
 CR0962  USGS QUAD   -  CANTON (1981)
 CR0962
 CR0962                         *CURRENT SURVEY CONTROL
 CR0962  ___________________________________________________________________
 CR0962* NAD 83(1986)-  32 32 28.     (N)    095 51 45.     (W)     SCALED    
 CR0962* NAVD 88     -       156.655  (meters)     513.96   (feet)  ADJUSTED  
 CR0962  ___________________________________________________________________
 CR0962  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0962  DYNAMIC HT  -         156.476 (meters)     513.37  (feet)  COMP
 CR0962  MODELED GRAV-     979,490.9   (mgal)                       NAVD 88
 CR0962
 CR0962  VERT ORDER  -  SECOND    CLASS 0
 CR0962
 CR0962.The horizontal coordinates were scaled from a topographic map and have
 CR0962.an estimated accuracy of +/- 6 seconds.
 CR0962
 CR0962.The orthometric height was determined by differential leveling
 CR0962.and adjusted by the National Geodetic Survey in June 1991..
 CR0962
 CR0962.The geoid height was determined by GEOID03.
 CR0962
 CR0962.The dynamic height is computed by dividing the NAVD 88
 CR0962.geopotential number by the normal gravity value computed on the
 CR0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0962.degrees latitude (g = 980.6199 gals.).
 CR0962
 CR0962.The modeled gravity was interpolated from observed gravity values.
 CR0962
 CR0962;                    North         East    Units  Estimated Accuracy
 CR0962;SPC TXNC     - 2,100,080.      847,700.      MT  (+/- 180 meters Scaled)
 CR0962
 CR0962                          SUPERSEDED SURVEY CONTROL
 CR0962
 CR0962  NGVD 29 (??/??/92)  156.667  (m)          514.00   (f) ADJ UNCH    2 0
 CR0962
 CR0962.Superseded values are not recommended for survey control.
 CR0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0962.See file dsdata.txt to determine how the superseded data were derived.
 CR0962
 CR0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS311040(NAD 83)
 CR0962_MARKER: DB = BENCH MARK DISK
 CR0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0962_STAMPING: A 993 1948
 CR0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0962+STABILITY: SURFACE MOTION
 CR0962
 CR0962  HISTORY     - Date     Condition        Report By
 CR0962  HISTORY     - 1948     MONUMENTED       CGS
 CR0962  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0962
 CR0962                          STATION DESCRIPTION
 CR0962
 CR0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0962'1.0 MI S FROM CANTON.
 CR0962'1.0 MILE SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR0962'HIGHWAY 64 AT CANTON, ON TOP OF A RISE, 174 YARDS (PACED) NORTH OF THE
 CR0962'RESIDENCE OF MRS. IRA BURNETT, 60 YARDS (PACED) WEST OF THE WEST EDGE
 CR0962'OF A SMALL STOCK POND, 58.2 FEET EAST OF AND 4.0 FEET HIGHER THAN THE
 CR0962'CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTH OF A REFERENCE POST, 1.3
 CR0962'FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CR0962'FOOT ABOVE THE GROUND.
 CR0962
 CR0962                          STATION RECOVERY (1995)
 CR0962
 CR0962'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0699 ***********************************************************************
 CR0699  DESIGNATION -  A 994
 CR0699  PID         -  CR0699
 CR0699  STATE/COUNTY-  TX/VAN ZANDT
 CR0699  USGS QUAD   -  MARTINS MILL (1984)
 CR0699
 CR0699                         *CURRENT SURVEY CONTROL
 CR0699  ___________________________________________________________________
 CR0699* NAD 83(1986)-  32 22 51.     (N)    095 46 43.     (W)     SCALED    
 CR0699* NAVD 88     -       148.766  (meters)     488.08   (feet)  ADJUSTED  
 CR0699  ___________________________________________________________________
 CR0699  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CR0699  DYNAMIC HT  -         148.593 (meters)     487.51  (feet)  COMP
 CR0699  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 CR0699
 CR0699  VERT ORDER  -  SECOND    CLASS 0
 CR0699
 CR0699.The horizontal coordinates were scaled from a topographic map and have
 CR0699.an estimated accuracy of +/- 6 seconds.
 CR0699
 CR0699.The orthometric height was determined by differential leveling
 CR0699.and adjusted by the National Geodetic Survey in June 1991..
 CR0699
 CR0699.The geoid height was determined by GEOID03.
 CR0699
 CR0699.The dynamic height is computed by dividing the NAVD 88
 CR0699.geopotential number by the normal gravity value computed on the
 CR0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0699.degrees latitude (g = 980.6199 gals.).
 CR0699
 CR0699.The modeled gravity was interpolated from observed gravity values.
 CR0699
 CR0699;                    North         East    Units  Estimated Accuracy
 CR0699;SPC TXNC     - 2,082,510.      856,040.      MT  (+/- 180 meters Scaled)
 CR0699
 CR0699                          SUPERSEDED SURVEY CONTROL
 CR0699
 CR0699  NGVD 29 (??/??/92)  148.778  (m)          488.12   (f) ADJ UNCH    2 0
 CR0699
 CR0699.Superseded values are not recommended for survey control.
 CR0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0699.See file dsdata.txt to determine how the superseded data were derived.
 CR0699
 CR0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR385860(NAD 83)
 CR0699_MARKER: DB = BENCH MARK DISK
 CR0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0699_STAMPING: A 994 1948
 CR0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0699+STABILITY: SURFACE MOTION
 CR0699
 CR0699  HISTORY     - Date     Condition        Report By
 CR0699  HISTORY     - 1948     MONUMENTED       CGS
 CR0699  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0699
 CR0699                          STATION DESCRIPTION
 CR0699
 CR0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0699'4.4 MI SE FROM MARTIN MILLS.
 CR0699'3.0 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE HIGH SCHOOL AT MARTIN
 CR0699'MILLS, THENCE 0.95 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.45
 CR0699'MILE NORTH ALONG A GRADED DIRT ROAD, AT A T ROAD JUNCTION, 217.0 FEET
 CR0699'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 174.0 FEET WEST OF THE
 CR0699'EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 57.5 FEET NORTHWEST OF
 CR0699'THE NORTHWEST CORNER OF A CHURCH, 3.6 FEET WEST OF A POINT 17.0 FEET
 CR0699'SOUTH OF THE CENTER OF A WELL, 4.1 FEET EAST OF A 14-INCH OAK TREE,
 CR0699'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CR0699'GROUND.
 CR0699
 CR0699                          STATION RECOVERY (1995)
 CR0699
 CR0699'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0169 ***********************************************************************
 BY0169  DESIGNATION -  A 995
 BY0169  PID         -  BY0169
 BY0169  STATE/COUNTY-  TX/NACOGDOCHES
 BY0169  USGS QUAD   -  MARTINSVILLE (1984)
 BY0169
 BY0169                         *CURRENT SURVEY CONTROL
 BY0169  ___________________________________________________________________
 BY0169* NAD 83(1986)-  31 42 13.     (N)    094 26 50.     (W)     SCALED    
 BY0169* NAVD 88     -        95.30   (+/-2cm)     312.7    (feet)  VERTCON   
 BY0169  ___________________________________________________________________
 BY0169  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BY0169
 BY0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0169
 BY0169.The horizontal coordinates were scaled from a topographic map and have
 BY0169.an estimated accuracy of +/- 6 seconds.
 BY0169
 BY0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0169.The vertical order pertains to the NGVD 29 superseded value.
 BY0169
 BY0169.The geoid height was determined by GEOID03.
 BY0169
 BY0169;                    North         East    Units  Estimated Accuracy
 BY0169;SPC TX C     - 3,240,570.    1,257,690.      MT  (+/- 180 meters Scaled)
 BY0169
 BY0169                          SUPERSEDED SURVEY CONTROL
 BY0169
 BY0169  NGVD 29 (??/??/92)   95.315  (m)          312.71   (f) ADJ UNCH    2 0
 BY0169
 BY0169.Superseded values are not recommended for survey control.
 BY0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0169.See file dsdata.txt to determine how the superseded data were derived.
 BY0169
 BY0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR628084(NAD 83)
 BY0169_MARKER: DB = BENCH MARK DISK
 BY0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0169_STAMPING: A 995 1949
 BY0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0169+STABILITY: SURFACE MOTION
 BY0169
 BY0169  HISTORY     - Date     Condition        Report By
 BY0169  HISTORY     - 1949     MONUMENTED       CGS
 BY0169  HISTORY     - 19980919 GOOD             USPSQD
 BY0169
 BY0169                          STATION DESCRIPTION
 BY0169
 BY0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0169'5.35 MI N FROM MARTINSVILLE.
 BY0169'5.35 MILES NORTH ALONG THE MARTINSVILLE-GARRISON ROAD FROM THE J.L.
 BY0169'BURK ROCK STORE BUILDING AT MARTINSVILLE, 0.4 MILE NORTH OF A JUNCTION
 BY0169'WITH A ROAD LEADING WEST, 0.2 MILE SOUTH OF A WOODEN BRIDGE, 102.0
 BY0169'FEET EAST OF THE SOUTHEAST CORNER OF THE FRONT PORCH OF THE FARM HOME
 BY0169'OF C.R. BURT, 55.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 83.0 FEET
 BY0169'SOUTH OF A WELL, 50.0 FEET SOUTH OF A 24 INCH OAK TREE, 36.0 FEET WEST
 BY0169'OF A FENCE CORNER, 1.5 FEET EAST OF A REFERENCE POST, 1.5 FEET NORTH
 BY0169'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 BY0169'ABOVE THE GROUND.
 BY0169
 BY0169                          STATION RECOVERY (1998)
 BY0169
 BY0169'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1523 ***********************************************************************
 BY1523  DESIGNATION -  A 996
 BY1523  PID         -  BY1523
 BY1523  STATE/COUNTY-  TX/HOUSTON
 BY1523  USGS QUAD   -  FODICE (1963)
 BY1523
 BY1523                         *CURRENT SURVEY CONTROL
 BY1523  ___________________________________________________________________
 BY1523* NAD 83(1986)-  31 14 16.     (N)    095 18 52.     (W)     SCALED    
 BY1523* NAVD 88     -        82.25   (+/-2cm)     269.8    (feet)  VERTCON   
 BY1523  ___________________________________________________________________
 BY1523  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1523
 BY1523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1523
 BY1523.The horizontal coordinates were scaled from a topographic map and have
 BY1523.an estimated accuracy of +/- 6 seconds.
 BY1523
 BY1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1523.The vertical order pertains to the NGVD 29 superseded value.
 BY1523
 BY1523.The geoid height was determined by GEOID03.
 BY1523
 BY1523;                    North         East    Units  Estimated Accuracy
 BY1523;SPC TX C     - 3,184,950.    1,177,920.      MT  (+/- 180 meters Scaled)
 BY1523
 BY1523                          SUPERSEDED SURVEY CONTROL
 BY1523
 BY1523  NGVD 29 (??/??/92)   82.258  (m)          269.87   (f) ADJ UNCH    2 0
 BY1523
 BY1523.Superseded values are not recommended for survey control.
 BY1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1523.See file dsdata.txt to determine how the superseded data were derived.
 BY1523
 BY1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ795582(NAD 83)
 BY1523_MARKER: DB = BENCH MARK DISK
 BY1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1523_STAMPING: A 996 1948
 BY1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1523+STABILITY: SURFACE MOTION
 BY1523
 BY1523  HISTORY     - Date     Condition        Report By
 BY1523  HISTORY     - 1948     MONUMENTED       CGS
 BY1523  HISTORY     - 1963     GOOD             USGS
 BY1523
 BY1523                          STATION DESCRIPTION
 BY1523
 BY1523'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BY1523'6.0 MI NW FROM PENNINGTON.
 BY1523'6.2 MI. NW ALONG US 287 FROM PENNINGTON BAPTIST CHURCH IN PENNINGTON,
 BY1523'THENCE 0.2 MI. NE ALONG PRIVATE DRIVE TO A STEAL GATE FROM SHADY GROVE
 BY1523'CH., PROCEED THROUGH GATE PASSING RESIDENCE AND CONTINUE ON FARMROAD
 BY1523'APPROXIMATELY 0.25 MI. TO BARN AND END OF TRUCK TRAVEL, STATION IS
 BY1523'ABOUT 700 FT. NE BARN ON SMALL TOP, 7.5 FT. NW 30 IN. GUM TREE, 2.0
 BY1523'FT. SE FENCE (NATIONAL FOREST BDRY.), 1.5 FT. SW OF A REFERENCE POST,
 BY1523'SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0295 ***********************************************************************
 CS0295  DESIGNATION -  A 997 RESET 1968
 CS0295  PID         -  CS0295
 CS0295  STATE/COUNTY-  TX/VAN ZANDT
 CS0295  USGS QUAD   -  CEDARVALE (1981)
 CS0295
 CS0295                         *CURRENT SURVEY CONTROL
 CS0295  ___________________________________________________________________
 CS0295* NAD 83(1986)-  32 33 24.     (N)    096 03 44.     (W)     SCALED    
 CS0295* NAVD 88     -       115.78   (+/-2cm)     379.9    (feet)  VERTCON   
 CS0295  ___________________________________________________________________
 CS0295  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0295
 CS0295  VERT ORDER  -  THIRD (See Below)
 CS0295
 CS0295.The horizontal coordinates were scaled from a topographic map and have
 CS0295.an estimated accuracy of +/- 6 seconds.
 CS0295
 CS0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0295.The vertical order pertains to the NGVD 29 superseded value.
 CS0295
 CS0295.The geoid height was determined by GEOID03.
 CS0295
 CS0295;                    North         East    Units  Estimated Accuracy
 CS0295;SPC TXNC     - 2,101,350.      828,910.      MT  (+/- 180 meters Scaled)
 CS0295
 CS0295                          SUPERSEDED SURVEY CONTROL
 CS0295
 CS0295  NGVD 29 (01/29/03)  115.79   (m)          379.9    (f) RESET       3  
 CS0295
 CS0295.Superseded values are not recommended for survey control.
 CS0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0295.See file dsdata.txt to determine how the superseded data were derived.
 CS0295
 CS0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB758059(NAD 83)
 CS0295_MARKER: DB = BENCH MARK DISK
 CS0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0295_SP_SET: BRIDGES
 CS0295_STAMPING: A 997 RESET 1968
 CS0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0295
 CS0295  HISTORY     - Date     Condition        Report By
 CS0295  HISTORY     - 1968     MONUMENTED       TXHD
 CS0295  HISTORY     - 1970     GOOD             TXHD
 CS0295
 CS0295                          STATION DESCRIPTION
 CS0295
 CS0295'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1970
 CS0295'2 MI E FROM CEDARVALE.
 CS0295'ABOUT 0.5 MILE EAST ALONG A GRADED DIRT ROAD FROM THE COTTON GIN AT
 CS0295'CEDARVALE, THENCE 0.1 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.4
 CS0295'MILE EAST ALONG STATE HIGHWAY 243, SET IN THE TOP OF THE SOUTHWEST
 CS0295'CORNER OF THE MOST WESTERLY OF THREE BRIDGES.  NOTE-- (USE WITH
 CS0295'CAUTION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0652 ***********************************************************************
 CR0652  DESIGNATION -  A 998
 CR0652  PID         -  CR0652
 CR0652  STATE/COUNTY-  TX/VAN ZANDT
 CR0652  USGS QUAD   -  PHALBA (1984)
 CR0652
 CR0652                         *CURRENT SURVEY CONTROL
 CR0652  ___________________________________________________________________
 CR0652* NAD 83(1986)-  32 23 58.     (N)    095 53 13.     (W)     SCALED    
 CR0652* NAVD 88     -       162.077  (meters)     531.75   (feet)  ADJUSTED  
 CR0652  ___________________________________________________________________
 CR0652  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CR0652  DYNAMIC HT  -         161.890 (meters)     531.13  (feet)  COMP
 CR0652  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 CR0652
 CR0652  VERT ORDER  -  SECOND    CLASS 0
 CR0652
 CR0652.The horizontal coordinates were scaled from a topographic map and have
 CR0652.an estimated accuracy of +/- 6 seconds.
 CR0652
 CR0652.The orthometric height was determined by differential leveling
 CR0652.and adjusted by the National Geodetic Survey in June 1991..
 CR0652
 CR0652.The geoid height was determined by GEOID03.
 CR0652
 CR0652.The dynamic height is computed by dividing the NAVD 88
 CR0652.geopotential number by the normal gravity value computed on the
 CR0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0652.degrees latitude (g = 980.6199 gals.).
 CR0652
 CR0652.The modeled gravity was interpolated from observed gravity values.
 CR0652
 CR0652;                    North         East    Units  Estimated Accuracy
 CR0652;SPC TXNC     - 2,084,320.      845,800.      MT  (+/- 180 meters Scaled)
 CR0652
 CR0652                          SUPERSEDED SURVEY CONTROL
 CR0652
 CR0652  NGVD 29 (??/??/92)  162.085  (m)          531.77   (f) ADJ UNCH    2 0
 CR0652
 CR0652.Superseded values are not recommended for survey control.
 CR0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0652.See file dsdata.txt to determine how the superseded data were derived.
 CR0652
 CR0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR284883(NAD 83)
 CR0652_MARKER: DB = BENCH MARK DISK
 CR0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0652_STAMPING: A 998 1948
 CR0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0652+STABILITY: SURFACE MOTION
 CR0652
 CR0652  HISTORY     - Date     Condition        Report By
 CR0652  HISTORY     - 1948     MONUMENTED       CGS
 CR0652  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0652
 CR0652                          STATION DESCRIPTION
 CR0652
 CR0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0652'13.05 MI SW FROM CANTON.
 CR0652'10.85 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF
 CR0652'STATE HIGHWAY 64 AT CANTON, THENCE 2.2 MILES WEST ALONG A GRAVELED
 CR0652'ROAD, 1.2 MILES WEST OF CHINA GROVE SCHOOL, 0.2 MILE EAST OF A ROAD
 CR0652'INTERSECTION, 82.5 FEET SOUTHEAST OF THE CENTER OF A WELL AT AN
 CR0652'ABANDONED FARMYARD SITE, 62.0 FEET NORTH OF THE CENTER LINE OF THE
 CR0652'ROAD, 14.2 FEET WEST OF A FENCE CORNER, 7.5 FEET SOUTH OF A POINT IN
 CR0652'LINE WITH A ROW OF POWER POLES, 1.2 FEET SOUTH OF A FENCE, 1.9 FEET
 CR0652'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CR0652'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0652
 CR0652                          STATION RECOVERY (1995)
 CR0652
 CR0652'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0841 ***********************************************************************
 BY0841  DESIGNATION -  A 999
 BY0841  PID         -  BY0841
 BY0841  STATE/COUNTY-  TX/POLK
 BY0841  USGS QUAD   -  WAKEFIELD (1980)
 BY0841
 BY0841                         *CURRENT SURVEY CONTROL
 BY0841  ___________________________________________________________________
 BY0841* NAD 83(1986)-  31 04 59.     (N)    094 50 01.     (W)     SCALED    
 BY0841* NAVD 88     -        66.03   (+/-2cm)     216.6    (feet)  VERTCON   
 BY0841  ___________________________________________________________________
 BY0841  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BY0841
 BY0841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0841
 BY0841.The horizontal coordinates were scaled from a topographic map and have
 BY0841.an estimated accuracy of +/- 6 seconds.
 BY0841
 BY0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0841.The vertical order pertains to the NGVD 29 superseded value.
 BY0841
 BY0841.The geoid height was determined by GEOID03.
 BY0841
 BY0841;                    North         East    Units  Estimated Accuracy
 BY0841;SPC TX C     - 3,169,980.    1,224,520.      MT  (+/- 180 meters Scaled)
 BY0841
 BY0841                          SUPERSEDED SURVEY CONTROL
 BY0841
 BY0841  NGVD 29 (??/??/92)   66.055  (m)          216.72   (f) ADJ UNCH    2 0
 BY0841
 BY0841.Superseded values are not recommended for survey control.
 BY0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0841.See file dsdata.txt to determine how the superseded data were derived.
 BY0841
 BY0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ250402(NAD 83)
 BY0841_MARKER: DB = BENCH MARK DISK
 BY0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0841_STAMPING: A 999 1948
 BY0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0841+STABILITY: SURFACE MOTION
 BY0841
 BY0841  HISTORY     - Date     Condition        Report By
 BY0841  HISTORY     - 1948     MONUMENTED       CGS
 BY0841
 BY0841                          STATION DESCRIPTION
 BY0841
 BY0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0841'6.0 MI N FROM CORRIGAN.
 BY0841'6.0 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0841'STATION AT CORRIGAN, 131 YARDS (PACED) SOUTH OF A PRIVATE ROAD
 BY0841'CROSSING, 312.0 FEET SOUTH OF A RAILWAY JUNCTION WITH A SPUR LINE
 BY0841'LEADING EAST, 58.9 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 53.8
 BY0841'FEET SOUTHWEST OF MILEPOST 99, 12.6 FEET SOUTH OF A 10-INCH PINE TREE
 BY0841'WITH A TRIANGULAR BLAZE, 2.1 FEET NORTH OF A REFERENCE POST, SET IN
 BY0841'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0028 ***********************************************************************
 BM0028  DESIGNATION -  A AND M COLLEGE
 BM0028  PID         -  BM0028
 BM0028  STATE/COUNTY-  TX/BRAZOS
 BM0028  USGS QUAD   -  WELLBORN (1980)
 BM0028
 BM0028                         *CURRENT SURVEY CONTROL
 BM0028  ___________________________________________________________________
 BM0028* NAD 83(1986)-  30 37 00.     (N)    096 20 32.     (W)     SCALED    
 BM0028* NAVD 88     -       110.04   (+/-2cm)     361.0    (feet)  VERTCON   
 BM0028  ___________________________________________________________________
 BM0028  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0028
 BM0028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0028
 BM0028.The horizontal coordinates were scaled from a topographic map and have
 BM0028.an estimated accuracy of +/- 6 seconds.
 BM0028
 BM0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0028.The vertical order pertains to the NGVD 29 superseded value.
 BM0028
 BM0028.The geoid height was determined by GEOID03.
 BM0028
 BM0028;                    North         East    Units  Estimated Accuracy
 BM0028;SPC TX C     - 3,112,180.    1,082,570.      MT  (+/- 180 meters Scaled)
 BM0028
 BM0028                          SUPERSEDED SURVEY CONTROL
 BM0028
 BM0028  NGVD 29 (??/??/92)  110.012  (m)          360.93   (f) ADJ UNCH    2 0
 BM0028
 BM0028.Superseded values are not recommended for survey control.
 BM0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0028.See file dsdata.txt to determine how the superseded data were derived.
 BM0028
 BM0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU547901(NAD 83)
 BM0028_MARKER: DB = BENCH MARK DISK
 BM0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0028_STAMPING: A AND M COLLEGE 1935
 BM0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0028+STABILITY: SURFACE MOTION
 BM0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0028+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2002
 BM0028
 BM0028  HISTORY     - Date     Condition        Report By
 BM0028  HISTORY     - 1935     MONUMENTED       CGS
 BM0028  HISTORY     - 1963     GOOD             NGS
 BM0028  HISTORY     - 1979     GOOD             NGS
 BM0028  HISTORY     - 19940820 GOOD             USPSQD
 BM0028  HISTORY     - 20021006 GOOD             INDIV
 BM0028
 BM0028                          STATION DESCRIPTION
 BM0028
 BM0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BM0028'IN COLLEGE STATION.
 BM0028'AT COLLEGE STATION, BRAZOS COUNTY, ON THE CAMPUS OF THE TEXAS A. AND
 BM0028'M. COLLEGE, 60 YARDS NORTH OF THE CIVIL ENGINEERING BUILDING, 22 YARDS
 BM0028'WEST OF THE ACADEMIC BUILDING, 16 YARDS SOUTHEAST OF THE LAWRENCE
 BM0028'SULLIVAN ROSS STATUE, AND AT THE WEST EDGE OF A NORTH-AND-SOUTH
 BM0028'SIDEWALK.  A STANDARD DISK, STAMPED A. AND M. COLLEGE 1935 AND SET IN
 BM0028'THE TOP OF A CONCRETE POST.  NOTE-- WITH THESE EXCEPTIONS, THE
 BM0028'SIDEWALKS HAVE BEEN REALIGNED AND THEY COVER A LARGER AREA AROUND THE
 BM0028'MARK, AND THE MARK NOW SETS IN THE SIDEWALK AREA AND IS COVERED BY A
 BM0028'20 INCH STEEL COVER.
 BM0028
 BM0028                          STATION RECOVERY (1979)
 BM0028
 BM0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BM0028'RECOVERED IN GOOD CONDITION.
 BM0028
 BM0028                          STATION RECOVERY (1994)
 BM0028
 BM0028'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0028'RECOVERED IN GOOD CONDITION.
 BM0028
 BM0028                          STATION RECOVERY (2002)
 BM0028
 BM0028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FG)
 BM0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1088 ***********************************************************************
 FL1088  DESIGNATION -  A FWDRR
 FL1088  PID         -  FL1088
 FL1088  STATE/COUNTY-  TX/POTTER
 FL1088  USGS QUAD   -  AMARILLO EAST (1973)
 FL1088
 FL1088                         *CURRENT SURVEY CONTROL
 FL1088  ___________________________________________________________________
 FL1088* NAD 83(1986)-  35 12 56.     (N)    101 51 14.     (W)     SCALED    
 FL1088* NAVD 88     -      1104.163  (meters)    3622.57   (feet)  ADJUSTED  
 FL1088  ___________________________________________________________________
 FL1088  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1088  DYNAMIC HT  -        1102.854 (meters)    3618.28  (feet)  COMP
 FL1088  MODELED GRAV-     979,410.3   (mgal)                       NAVD 88
 FL1088
 FL1088  VERT ORDER  -  FIRST     CLASS II
 FL1088
 FL1088.The horizontal coordinates were scaled from a topographic map and have
 FL1088.an estimated accuracy of +/- 6 seconds.
 FL1088
 FL1088.The orthometric height was determined by differential leveling
 FL1088.and adjusted by the National Geodetic Survey in June 1991..
 FL1088
 FL1088.The geoid height was determined by GEOID03.
 FL1088
 FL1088.The dynamic height is computed by dividing the NAVD 88
 FL1088.geopotential number by the normal gravity value computed on the
 FL1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1088.degrees latitude (g = 980.6199 gals.).
 FL1088
 FL1088.The modeled gravity was interpolated from observed gravity values.
 FL1088
 FL1088;                    North         East    Units  Estimated Accuracy
 FL1088;SPC TX N     - 1,134,910.      167,780.      MT  (+/- 180 meters Scaled)
 FL1088
 FL1088                          SUPERSEDED SURVEY CONTROL
 FL1088
 FL1088  NGVD 29 (??/??/92) 1103.654  (m)         3620.90   (f) ADJ UNCH    1 2
 FL1088
 FL1088.Superseded values are not recommended for survey control.
 FL1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1088.See file dsdata.txt to determine how the superseded data were derived.
 FL1088
 FL1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE402006(NAD 83)
 FL1088_MARKER: O = CHISELED CIRCLE
 FL1088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1088_SP_SET: ABUTMENT
 FL1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1088
 FL1088  HISTORY     - Date     Condition        Report By
 FL1088  HISTORY     - UNK      MONUMENTED       BNRR
 FL1088  HISTORY     - 1933     GOOD             NGS
 FL1088  HISTORY     - 1943     GOOD             NGS
 FL1088  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1088  HISTORY     - 1985     MARK NOT FOUND   NGS
 FL1088
 FL1088                          STATION DESCRIPTION
 FL1088
 FL1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FL1088'1.3 MI NW FROM AMARILLO.
 FL1088'ABOUT 1.3 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY
 FL1088'FROM THE BURLINGTON STATION AT AMARILLO, POTTER COUNTY, AT BRIDGE
 FL1088'336.99, ON THE NORTH END OF THE WEST ABUTMENT, 7 FEET NORTH OF THE
 FL1088'CENTER LINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A CHISELED
 FL1088'SEMICIRCLE.
 FL1088
 FL1088                          STATION RECOVERY (1943)
 FL1088
 FL1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL1088'RECOVERED IN GOOD CONDITION.
 FL1088
 FL1088                          STATION RECOVERY (1984)
 FL1088
 FL1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1088'MARK NOT FOUND.
 FL1088
 FL1088                          STATION RECOVERY (1985)
 FL1088
 FL1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1088'THERE IS A LARGE WOODEN BEAM ON TOP OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0462 ***********************************************************************
 BO0462  DESIGNATION -  A M ET
 BO0462  PID         -  BO0462
 BO0462  STATE/COUNTY-  TX/EDWARDS
 BO0462  USGS QUAD   -  DUNBAR DRAW SE (1987)
 BO0462
 BO0462                         *CURRENT SURVEY CONTROL
 BO0462  ___________________________________________________________________
 BO0462* NAD 83(1993)-  30 15 44.15483(N)    100 34 10.60275(W)     ADJUSTED  
 BO0462* NAVD 88     -       699.0    (meters)    2293.     (feet)  VERTCON   
 BO0462  ___________________________________________________________________
 BO0462  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 BO0462  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BO0462
 BO0462  HORZ ORDER  -  SECOND
 BO0462
 BO0462.The horizontal coordinates were established by classical geodetic methods
 BO0462.and adjusted by the National Geodetic Survey in February 1996..
 BO0462
 BO0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0462
 BO0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0462
 BO0462.The geoid height was determined by GEOID03.
 BO0462
 BO0462;                    North         East     Units Scale Factor Converg.
 BO0462;SPC TXSC     - 4,270,214.779   448,959.240   MT  0.99999398   -0 46 08.3
 BO0462;SPC TXSC     -14,009,862.99  1,472,960.44   sFT  0.99999398   -0 46 08.3
 BO0462;UTM  14      - 3,348,889.521   349,004.852   MT  0.99988128   -0 47 28.2
 BO0462
 BO0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0462!SPC TXSC     -   0.99989377  x   0.99999398  =   0.99988775
 BO0462!UTM  14      -   0.99989377  x   0.99988128  =   0.99977506
 BO0462
 BO0462|---------------------------------------------------------------------|
 BO0462| PID    Reference Object                     Distance      Geod. Az  |
 BO0462|                                                           dddmmss.s |
 BO0462| CV3595 A M ET RM 1                          22.973 METERS 11534     |
 BO0462| BO0463 BM 47 RHM                            22.726 METERS 19848     |
 BO0462| BO0464 ANT 22 MI SO OF SONORA              APPROX. 8.4 KM 2984752.9 |
 BO0462|---------------------------------------------------------------------|
 BO0462
 BO0462                          SUPERSEDED SURVEY CONTROL
 BO0462
 BO0462  NAD 83(1986)-  30 15 44.15291(N)    100 34 10.59090(W) AD(       ) 2
 BO0462  NAD 27      -  30 15 43.45341(N)    100 34 09.26572(W) AD(       ) 2
 BO0462  NGVD 29 (07/19/86)  698.8    (m)         2293.     (f) VERT ANG       
 BO0462
 BO0462.Superseded values are not recommended for survey control.
 BO0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0462.See file dsdata.txt to determine how the superseded data were derived.
 BO0462
 BO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4900548890(NAD 83)
 BO0462_MARKER: DD = SURVEY DISK
 BO0462_SETTING: 0 = UNSPECIFIED SETTING
 BO0462
 BO0462  HISTORY     - Date     Condition        Report By
 BO0462  HISTORY     - 1971     MONUMENTED       USGS
 BO0462
 BO0462                          STATION DESCRIPTION
 BO0462
 BO0462'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0462'DISTANCE NOT MEASURED BETWEEN REFERENCE MARK NO. 1 AND BM 47 RHM
 BO0462'DUE TO BRUSH.
 BO0462'
 BO0462'THE STATION IS LOCATED SOUTH 12 DEGREES EAST, 21 MILES AIRLINE
 BO0462'DISTANCE FROM SONORA, TEXAS, 46 FEET SOUTH OF STATE HIGHWAY 55,
 BO0462'AND 26 FEET WEST OF FIELD GATE ON THE HIGHWAY RIGHT-OF-WAY.
 BO0462'
 BO0462'TO REACH FROM SONORA, TEXAS, GO 22 MILES SOUTH ON U.S. HIGHWAY
 BO0462'277 TO JUNCTION OF STATE HIGHWAY 55 LEFT, GO 4.8 MILES EAST ON
 BO0462'STATE HIGHWAY 55 TO GRAVEL ROAD LEFT TO TEXAS A-M EXPERIMENTAL
 BO0462'STATION, AND THE STATION SITE ON THE RIGHT.  3 FEET NORTH OF
 BO0462'A USGS WITNESS SIGN MOUNTED ON A CORNER FENCE POST.
 BO0462'
 BO0462'STATION MARK--A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 BO0462'STEEL ROD, SET AT A DEPTH OF 3.5 FEET IN A DRILL HOLE AND GROUTED,
 BO0462'CENTERED IN A GRAVEL FILLED ORANGEBURG TILE WHICH IS 6 INCHES
 BO0462'IN DIAMETER AND 12 INCHES LONG.  TABLET IS 0.3 FEET BELOW GROUND
 BO0462'LEVEL AND IS STAMPED A-M ET 1971.
 BO0462'
 BO0462'REFERENCE MARK NO. 1--A USGS BRONZE TABLET SOLDERED TO A COPPER
 BO0462'COATED STEEL ROD, SET AT A DEPTH OF 3.6 FEET IN A DRILL HOLE AND
 BO0462'GROUTED, CENTERED IN A GRAVEL FILLED ORANGEBURG TILE WHICH IS 6
 BO0462'INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH WITH THE GROUND,
 BO0462'AND STAMPED A-M ET NO. 1 1971.
 BO0462'
 BO0462'BM 47 RHM--A USGS ALUMINUM TABLET SET IN AN 8 INCH SQUARE CONCRETE
 BO0462'POST PROJECTING 0.8 FEET ABOVE GROUND AND STAMPED 47 RHM
 BO0462'1962-2294.  BM SERVES AS A REFERENCE MARK.
 BO0462'
 BO0462'INTERSECTED STATION ANTENNA 22 MI., S. OF SONORA IS VISIBLE FROM
 BO0462'THE GROUND AT THIS STATION, AND WILL SERVE AS THE AZIMUTH
 BO0462'MARK.  ALL OBSERVATIONS WERE MADE FROM A SCAFFOLD, AT A HEIGHT
 BO0462'OF 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0064 ***********************************************************************
 CT0064  DESIGNATION -  A R P
 CT0064  PID         -  CT0064
 CT0064  STATE/COUNTY-  TX/PALO PINTO
 CT0064  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0064
 CT0064                         *CURRENT SURVEY CONTROL
 CT0064  ___________________________________________________________________
 CT0064* NAD 83(1986)-  32 46 58.     (N)    098 03 34.     (W)     SCALED    
 CT0064* NAVD 88     -       285.690  (meters)     937.30   (feet)  ADJUSTED  
 CT0064  ___________________________________________________________________
 CT0064  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0064  DYNAMIC HT  -         285.341 (meters)     936.16  (feet)  COMP
 CT0064  MODELED GRAV-     979,409.9   (mgal)                       NAVD 88
 CT0064
 CT0064  VERT ORDER  -  SECOND    CLASS 0
 CT0064
 CT0064.This mark is at Mineral Wells (MWL) Airport (MWL)
 CT0064
 CT0064.The horizontal coordinates were scaled from a topographic map and have
 CT0064.an estimated accuracy of +/- 6 seconds.
 CT0064
 CT0064.The orthometric height was determined by differential leveling
 CT0064.and adjusted by the National Geodetic Survey in June 1991..
 CT0064
 CT0064.The geoid height was determined by GEOID03.
 CT0064
 CT0064.The dynamic height is computed by dividing the NAVD 88
 CT0064.geopotential number by the normal gravity value computed on the
 CT0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0064.degrees latitude (g = 980.6199 gals.).
 CT0064
 CT0064.The modeled gravity was interpolated from observed gravity values.
 CT0064
 CT0064;                    North         East    Units  Estimated Accuracy
 CT0064;SPC TXNC     - 2,123,850.      641,270.      MT  (+/- 180 meters Scaled)
 CT0064
 CT0064                          SUPERSEDED SURVEY CONTROL
 CT0064
 CT0064  NGVD 29 (??/??/92)  285.586  (m)          936.96   (f) ADJ UNCH    2 0
 CT0064
 CT0064.Superseded values are not recommended for survey control.
 CT0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0064.See file dsdata.txt to determine how the superseded data were derived.
 CT0064
 CT0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB880275(NAD 83)
 CT0064_MARKER: DT = TOPOGRAPHIC STATION DISK
 CT0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0064_SP_SET: CONCRETE BASE
 CT0064_STAMPING: A R P 1955
 CT0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0064
 CT0064  HISTORY     - Date     Condition        Report By
 CT0064  HISTORY     - 1955     MONUMENTED       CGS
 CT0064  HISTORY     - 1956     GOOD             NGS
 CT0064  HISTORY     - 1968     GOOD             NGS
 CT0064
 CT0064                          STATION DESCRIPTION
 CT0064
 CT0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0064'4.3 MI SE FROM MINERAL WELLS.
 CT0064'1.3 MILES EAST ALONG U.S. HIGHWAY 180 FROM THE BAKER HOTEL AT MINERAL
 CT0064'WELLS, THENCE 2.5 MILES SOUTHEAST ALONG FARM ROAD 1195, THENCE 0.5
 CT0064'MILE SOUTHEAST ALONG A ROAD LEADING TO THE MINERAL WELLS AIRPORT, 0.1
 CT0064'MILE SOUTHWEST OF THE ADMINISTRATION BUILDING AT THE AIRPORT, ON THE
 CT0064'SOUTHWEST EDGE OF THE NORTHWEST END SOUTHEAST RUNWAY, 108 FEET
 CT0064'SOUTHEAST OF THE EXTENDED CENTER LINE OF A TAXIWAY, FLUSH WITH THE
 CT0064'GROUND, SET IN THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE OF A
 CT0064'RUNWAY LIGHT.
 CT0064
 CT0064                          STATION RECOVERY (1968)
 CT0064
 CT0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CT0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1984 ***********************************************************************
 AY1984  DESIGNATION -  A REES=POWELL
 AY1984  PID         -  AY1984
 AY1984  STATE/COUNTY-  TX/KERR
 AY1984  USGS QUAD   -  CENTER POINT (1982)
 AY1984
 AY1984                         *CURRENT SURVEY CONTROL
 AY1984  ___________________________________________________________________
 AY1984* NAD 83(1993)-  29 55 52.69002(N)    099 04 33.76472(W)     ADJUSTED  
 AY1984* NAVD 88     -       576.     (meters)    1890.     (feet)  SCALED    
 AY1984  ___________________________________________________________________
 AY1984  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 AY1984  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AY1984
 AY1984  HORZ ORDER  -  THIRD
 AY1984
 AY1984.The horizontal coordinates were established by classical geodetic methods
 AY1984.and adjusted by the National Geodetic Survey in February 1996..
 AY1984
 AY1984.The orthometric height was scaled from a topographic map.
 AY1984
 AY1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1984
 AY1984.The geoid height was determined by GEOID03.
 AY1984
 AY1984;                    North         East     Units Scale Factor Converg.
 AY1984;SPC TXSC     - 4,232,516.778   592,658.188   MT  0.99991726   -0 02 14.1
 AY1984;SPC TXSC     -13,886,182.13  1,944,412.74   sFT  0.99991726   -0 02 14.1
 AY1984;SPC TX C     - 3,030,023.675   821,398.516   MT  1.00005464   +0 38 51.3
 AY1984;SPC TX C     - 9,941,002.67  2,694,871.63   sFT  1.00005464   +0 38 51.3
 AY1984;UTM  14      - 3,311,175.614   492,660.515   MT  0.99960066   -0 02 16.6
 AY1984
 AY1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1984!SPC TXSC     -   0.99991308  x   0.99991726  =   0.99983035
 AY1984!SPC TX C     -   0.99991308  x   1.00005464  =   0.99996772
 AY1984!UTM  14      -   0.99991308  x   0.99960066  =   0.99951378
 AY1984
 AY1984:                Primary Azimuth Mark                     Grid Az
 AY1984:SPC TXSC     -  AIRPORT BEACON L SCHREINER APT           000 34 54.9
 AY1984:SPC TX C     -  AIRPORT BEACON L SCHREINER APT           359 53 49.5
 AY1984:UTM  14      -  AIRPORT BEACON L SCHREINER APT           000 34 57.4
 AY1984
 AY1984|---------------------------------------------------------------------|
 AY1984| PID    Reference Object                     Distance      Geod. Az  |
 AY1984|                                                           dddmmss.s |
 AY1984| AY1983 AIRPORT BEACON L SCHREINER APT      APPROX. 6.2 KM 0003240.8 |
 AY1984| CV3593 A REES RM 1                          11.042 METERS 17611     |
 AY1984| CV3594 A REES RM 2                          15.834 METERS 27649     |
 AY1984| BN0746 KERRVILLE ST MENTAL HOME TANK       APPROX.14.4 KM 3304916.0 |
 AY1984| BN0740 KERRVILLE VET HOSP WATER TANK       APPROX.10.1 KM 3395535.1 |
 AY1984| BN0742 KERRVILLE LOW COLO R AUTH MAST      APPROX.13.2 KM 3403704.5 |
 AY1984| BN0741 MORRISON                            APPROX. 9.8 KM 3544626.3 |
 AY1984|---------------------------------------------------------------------|
 AY1984
 AY1984                          SUPERSEDED SURVEY CONTROL
 AY1984
 AY1984  NAD 83(1986)-  29 55 52.69638(N)    099 04 33.75088(W) AD(       ) 3
 AY1984  NAD 27      -  29 55 51.91300(N)    099 04 32.61230(W) AD(       ) 3
 AY1984
 AY1984.Superseded values are not recommended for survey control.
 AY1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1984.See file dsdata.txt to determine how the superseded data were derived.
 AY1984
 AY1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9266111176(NAD 83)
 AY1984_MARKER: DS = TRIANGULATION STATION DISK
 AY1984_SETTING: 66 = SET IN ROCK OUTCROP
 AY1984
 AY1984  HISTORY     - Date     Condition        Report By
 AY1984  HISTORY     - 1956     MONUMENTED       CGS
 AY1984  HISTORY     - 1965     SEE DESCRIPTION  CGS
 AY1984  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1984
 AY1984                          STATION DESCRIPTION
 AY1984
 AY1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1984'THE STATION IS ABOUT 9 MILES SOUTH-SOUTHEAST OF KERRVILLE,
 AY1984'2-1/2 MILES WEST-SOUTHWEST OF CENTER POINT, ON THE HIGHEST
 AY1984'POINT OF A WOODED HILL AND ON LAND OWNED BY MILROY POWELL.
 AY1984'IT IS 5 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST.
 AY1984'
 AY1984'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AY1984'27 AND FARM ROAD 480 AT THE RAILROAD DEPOT IN CENTER POINT,
 AY1984'GO SOUTHERLY ON FARM ROAD 480 FOR 0.4 MILE TO A PAVED ROAD
 AY1984'AND A SIGN LIONS PARK ON THE RIGHT, TURN RIGHT AND GO WESTERLY
 AY1984'FOR 2.2 MILES TO THE END OF THE SURFACED ROAD, CONTINUE
 AY1984'WESTERLY ON A GRAVELED ROAD FOR 0.25 MILE TO A TRACK ROAD
 AY1984'ON THE LEFT, BEAR LEFT AND CONTINUE WESTERLY FOR 0.05 MILE
 AY1984'TO A GATE, PASS THROUGH THE GATE AND CONTINUE WEST AND NORTH
 AY1984'ON THE TRACK ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON THE
 AY1984'RIGHT, CONTINUE WEST AND NORTH FOR 0.2 MILE TO THE HIGHEST
 AY1984'POINT AND THE STATION.
 AY1984'
 AY1984'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK
 AY1984'IS STAMPED POWELL 1956.
 AY1984'
 AY1984'REFERENCE MARK 1 IS 36 FEET SOUTHWEST OF THE WITNESS POST.
 AY1984'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 AY1984'POWELL NO 1 1956.
 AY1984'
 AY1984'REFERENCE MARK 2 IS 46 FEET WEST OF THE WITNESS POST.  THE
 AY1984'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED POWELL
 AY1984'NO 2 1956.
 AY1984'
 AY1984'THE AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF THE TRACK
 AY1984'ROAD AND 5 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS
 AY1984'POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1984'STAMPED POWELL 1956.
 AY1984'
 AY1984'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AY1984
 AY1984                          STATION RECOVERY (1965)
 AY1984
 AY1984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 AY1984'IN REFERENCE TO A LETTER FROM THE LAND OWNER MR. WARREN
 AY1984'A. REES, 4737 BRIARBEND, HOUSTON, TEXAS, DATED JULY 12, 1965,
 AY1984'REQUESTING THE NAME OF TRIANGULATION STATION POWELL 1956
 AY1984'TO BE CHANGED.  MR. REES WAS CONTACTED AND HIS WISHES WERE
 AY1984'THE STATION NAME BE A. REES 1956, AS THE ORIGINAL LAND RECORDS
 AY1984'WERE SIGNED A. REES, AND HAS BEEN IN POSSESSION OF THE FAMILY
 AY1984'OVER ONE HUNDRED YEARS.
 AY1984'
 AY1984'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 AY1984'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AS
 AY1984'REQUESTED BY THE LAND OWNER THE STAMPING ON ALL DISKS WERE
 AY1984'OBLITERATED WITH A FILE AND THEN RESTAMPED A. REES 1956.
 AY1984'
 AY1984'NOTE--SEE THE DESCRIPTION OF A. REES 1956 WHICH IS A REVISED
 AY1984'DESCRIPTION OF POWELL 1956.
 AY1984'
 AY1984'THE STATION IS ABOUT 9 MILES SOUTH OF KERRVILLE, ABOUT 3
 AY1984'MILES WEST SOUTHWEST OF CENTER POINT, ON THE HIGHEST PART
 AY1984'OF A WOODED HILL, AND ON LAND OWNED BY MR. WARREN A. REES,
 AY1984'4737 BRIARBEND, HOUSTON, TEXAS.
 AY1984'
 AY1984'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AY1984'27 AND FARM ROAD 480 AT THE RAILROAD DEPOT IN CENTER POINT,
 AY1984'GO SOUTHERLY ON FARM ROAD 480 FOR 0.5 MILE TO A PAVED ROAD
 AY1984'AND A SIGN LIONS PARK ON THE RIGHT.  TURN RIGHT, GO WESTERLY
 AY1984'FOR 2.25 MILES TO THE END OF SURFACED ROAD, CONTINUE WESTERLY
 AY1984'ON A GRAVELED ROAD FOR 0.35 MILE TO A GATE AT THE ENTRANCE
 AY1984'TO THE LAST GAP RANCH.  PASS THROUGH GATE, GO 0.1 MILE TO
 AY1984'THE HOUSE, THENCE GO SOUTHWEST TO A GATE AT THE EAST SIDE
 AY1984'OF BARN.  PASS THROUGH THE GATE, THENCE GO SOUTH AND WEST
 AY1984'ON A TRACK ROAD FOR 0.8 MILE TO A ROAD FORK AT THE BASE
 AY1984'OF HILL.  TAKE RIGHT FORK, UP HILL, ALONG THE WEST AND
 AY1984'NORTH SIDE OF HILL FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 AY1984'RIGHT.  THENCE GO NORTHWEST FOR 0.1 MILE TO A GATE.  PASS
 AY1984'THROUGH THE GATE AND CONTINUE 0.1 MILE TO HIGHEST PART
 AY1984'OF HILL AND THE STATION.
 AY1984'
 AY1984'STATION MARK, A STANDARD DISK STAMPED A. REES 1956, IS CEMENTED
 AY1984'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE
 AY1984'OF THE GROUND.  IT IS 5 FEET SOUTHEAST OF A 4 IN X 4 IN
 AY1984'WOODEN WITNESS POST.
 AY1984'
 AY1984'NO UNDER GROUND STATION DISK WAS SET.
 AY1984'
 AY1984'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED A. REES NO
 AY1984'1 1956, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 AY1984'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS SOUTH OF THE
 AY1984'STATION AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 AY1984'
 AY1984'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED A. REES NO
 AY1984'2 1956, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 AY1984'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS NORTHWEST OF
 AY1984'THE STATION AND IS NEAR THE RIM WHERE THE HILL BEGINS A
 AY1984'GRADUAL SLOPE TO THE NORTHWEST.
 AY1984'
 AY1984'AZIMUTH MARK, A STANDARD DISK STAMPED A. REES 1956, IS CEMENTED
 AY1984'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ON THE WEST
 AY1984'SLOPE OF THE FIRST SHOULDER OF THE HILL SOUTHEAST OF THE
 AY1984'STATION.  IT IS 15 FEET EAST OF THE TRACK ROAD WHICH LEADS
 AY1984'TO THE STATION, AND 5 FEET SOUTHEAST OF A 4 IN X 4 IN WOODEN
 AY1984'WITNESS POST.
 AY1984'
 AY1984'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AY1984
 AY1984                          STATION RECOVERY (2005)
 AY1984
 AY1984'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1984'NOT RECOVERED, BUT ONLY BECAUSE MANAGER AND GROUNDSKEEPER WERE NOT
 AY1984'THERE.  NOTE--  NEW AIRPORT MANAGER NAME IS DAVE PIERCE, NEW AREA CODE
 AY1984'IS 830 (NOT 210).  830-257-8000
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1548 ***********************************************************************
 AY1548  DESIGNATION -  A TXHD
 AY1548  PID         -  AY1548
 AY1548  STATE/COUNTY-  TX/GUADALUPE
 AY1548  USGS QUAD   -  SCHERTZ (1992)
 AY1548
 AY1548                         *CURRENT SURVEY CONTROL
 AY1548  ___________________________________________________________________
 AY1548* NAD 83(1986)-  29 35 35.     (N)    098 17 28.     (W)     SCALED    
 AY1548* NAVD 88     -       235.939  (meters)     774.08   (feet)  ADJUSTED  
 AY1548  ___________________________________________________________________
 AY1548  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AY1548  DYNAMIC HT  -         235.596 (meters)     772.95  (feet)  COMP
 AY1548  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY1548
 AY1548  VERT ORDER  -  FIRST     CLASS II
 AY1548
 AY1548.The horizontal coordinates were scaled from a topographic map and have
 AY1548.an estimated accuracy of +/- 6 seconds.
 AY1548
 AY1548.The orthometric height was determined by differential leveling
 AY1548.and adjusted by the National Geodetic Survey in June 1991..
 AY1548
 AY1548.The geoid height was determined by GEOID03.
 AY1548
 AY1548.The dynamic height is computed by dividing the NAVD 88
 AY1548.geopotential number by the normal gravity value computed on the
 AY1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1548.degrees latitude (g = 980.6199 gals.).
 AY1548
 AY1548.The modeled gravity was interpolated from observed gravity values.
 AY1548
 AY1548;                    North         East    Units  Estimated Accuracy
 AY1548;SPC TXSC     - 4,195,230.      668,670.      MT  (+/- 180 meters Scaled)
 AY1548
 AY1548                          SUPERSEDED SURVEY CONTROL
 AY1548
 AY1548.No superseded survey control is available for this station.
 AY1548
 AY1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT686739(NAD 83)
 AY1548_MARKER: DB = BENCH MARK DISK
 AY1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1548_SP_SET: CONCRETE POST
 AY1548_STAMPING: A
 AY1548_MARK LOGO: TXHD  
 AY1548_PROJECTION: PROJECTING 5 CENTIMETERS
 AY1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1548+STABILITY: SURFACE MOTION
 AY1548
 AY1548  HISTORY     - Date     Condition        Report By
 AY1548  HISTORY     - UNK      MONUMENTED       TXHD
 AY1548  HISTORY     - 1980     GOOD             NGS
 AY1548  HISTORY     - 1989     GOOD             USPSQD
 AY1548  HISTORY     - 1990     GOOD             USPSQD
 AY1548  HISTORY     - 1990     GOOD             USPSQD
 AY1548  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AY1548  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY1548  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1548
 AY1548                          STATION DESCRIPTION
 AY1548
 AY1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1548'19.5 KM (12.1 MI) SW FROM NEW BRAUNFELS.
 AY1548'19.5 KM (12.1 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1548'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, AT THE
 AY1548'SELMA AND SCHERTZ CITY LIMITS, AT THE JUNCTION OF LOOKOUT ROAD LEADING
 AY1548'NORTHWEST, 7.7 METERS (25.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 AY1548'FRONTAGE ROAD, 23.8 METERS (78.0 FT) NORTHEAST OF THE CENTERLINE OF
 AY1548'LOOKOUT ROAD, 0.3 METER (1.0 FT) WEST-NORTHWEST OF POWERLINE POLE
 AY1548'NUMBER N 5-14, 0.2 METER (0.6 FT) SOUTH OF A SECURITY FENCE,
 AY1548'8.8 METERS (29.0 FT) SOUTHWEST OF THE CENTER OF A PAIR OF WIRE GATES.
 AY1548'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 AY1548'THE MARK IS 0.15 M BELOW THE ROAD.
 AY1548
 AY1548                          STATION RECOVERY (1989)
 AY1548
 AY1548'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1548'RECOVERED IN GOOD CONDITION.
 AY1548
 AY1548                          STATION RECOVERY (1990)
 AY1548
 AY1548'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1548'RECOVERED IN GOOD CONDITION.
 AY1548
 AY1548                          STATION RECOVERY (1990)
 AY1548
 AY1548'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1548'RECOVERED IN GOOD CONDITION.
 AY1548
 AY1548                          STATION RECOVERY (1991)
 AY1548
 AY1548'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AY1548'MARK NOT FOUND.
 AY1548
 AY1548                          STATION RECOVERY (1999)
 AY1548
 AY1548'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1548'MARK NOT FOUND.
 AY1548
 AY1548                          STATION RECOVERY (2002)
 AY1548
 AY1548'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0904 ***********************************************************************
 AV0904  DESIGNATION -  A USE 1963
 AV0904  PID         -  AV0904
 AV0904  STATE/COUNTY-  TX/JEFFERSON
 AV0904  USGS QUAD   -  TEXAS POINT (1993)
 AV0904
 AV0904                         *CURRENT SURVEY CONTROL
 AV0904  ___________________________________________________________________
 AV0904* NAD 83(1993)-  29 41 45.59421(N)    093 51 07.67281(W)     ADJUSTED  
 AV0904* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0904  ___________________________________________________________________
 AV0904  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AV0904  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AV0904
 AV0904  HORZ ORDER  -  SECOND
 AV0904
 AV0904.The horizontal coordinates were established by classical geodetic methods
 AV0904.and adjusted by the National Geodetic Survey in February 1996..
 AV0904
 AV0904.The orthometric height was scaled from a topographic map.
 AV0904
 AV0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0904
 AV0904.The geoid height was determined by GEOID03.
 AV0904
 AV0904;                    North         East     Units Scale Factor Converg.
 AV0904;SPC TXSC     - 4,217,395.484 1,097,986.475   MT  0.99988303   +2 31 19.2
 AV0904;SPC TXSC     -13,836,571.68  3,602,310.63   sFT  0.99988303   +2 31 19.2
 AV0904;SPC LA S     -   135,249.089   756,267.541   MT  0.99993981   -1 15 34.0
 AV0904;SPC LA S     -   443,729.72  2,481,187.76   sFT  0.99993981   -1 15 34.0
 AV0904;UTM  15      - 3,285,403.992   417,563.007   MT  0.99968385   -0 25 19.8
 AV0904
 AV0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0904!SPC TXSC     -   1.00000406  x   0.99988303  =   0.99988709
 AV0904!SPC LA S     -   1.00000406  x   0.99993981  =   0.99994387
 AV0904!UTM  15      -   1.00000406  x   0.99968385  =   0.99968791
 AV0904
 AV0904                          SUPERSEDED SURVEY CONTROL
 AV0904
 AV0904  NAD 83(1993)-  29 41 45.59412(N)    093 51 07.67284(W) AD(       ) 2
 AV0904  NAD 83(1993)-  29 41 45.61542(N)    093 51 07.65286(W) AD(       ) 2
 AV0904  NAD 83(1986)-  29 41 45.61607(N)    093 51 07.65855(W) AD(       ) 2
 AV0904  NAD 27      -  29 41 44.82920(N)    093 51 07.07560(W) AD(       ) 2
 AV0904
 AV0904.Superseded values are not recommended for survey control.
 AV0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0904.See file dsdata.txt to determine how the superseded data were derived.
 AV0904
 AV0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1756385404(NAD 83)
 AV0904_MARKER: DD = SURVEY DISK
 AV0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0904+STABILITY: SURFACE MOTION
 AV0904
 AV0904  HISTORY     - Date     Condition        Report By
 AV0904  HISTORY     - 1963     MONUMENTED       USE
 AV0904
 AV0904                          STATION DESCRIPTION
 AV0904
 AV0904'DESCRIBED BY US ENGINEERS 1963 (RWT)
 AV0904'THE STATION IS LOCATED ABOUT FOUR MILES SOUTH OF THE TOWN
 AV0904'OF SABINE PASS.  2.5 MILES SOUTH OF THE SABINE PASS COAST
 AV0904'GUARD STATION.  1 MILE NORTH OF TEXAS POINT.
 AV0904'
 AV0904'TO REACH THE STATION FROM THE MAIN CROSSROAD IN SABINE PASS,
 AV0904'GO EASTERLY ON THE MACADAM ROAD FOR 0.45 MILE TO A T INTERSECTION,
 AV0904'TURN RIGHT AND GO SOUTHERLY FOR 1.3 MILES TO THE NORTHEAST
 AV0904'CORNER OF A FENCED AREA AROUND THE SABINE PASS COAST GUARD
 AV0904'STATION.  CONTINUE SOUTHERLY FOR 1.4 MILES TO A BRIDGE OVER
 AV0904'A CANAL, CONTINUE SOUTHERLY FOR 1.45 MILES TO STATION SLICK,
 AV0904'ON THE EAST SIDE OF THE ROAD.  CONTINUE SOUTH FOR ABOUT 500
 AV0904'FEET TO STATION ON THE EAST SIDE OF ROAD, ACROSS A SMALL
 AV0904'CREEK.  THE CREEK CAN BE WADED IN THIS AREA AS IT IS ONLY A
 AV0904'FEW INCHES DEEP.
 AV0904'
 AV0904'STATION A (USE) IS SET IN THE TOP OF A 6 INCH ROUND CONCRETE
 AV0904'POST WHICH PROJECTS APPROXIMATELY 2 INCHES ABOVE GROUND.
 AV0904'THERE IS NO STAMPING ON THE MARK WHICH IS A STANDARD USE
 AV0904'MARK.  THE MARK IS 167 FEET EAST OF THE CREEK WHICH PARALLELS
 AV0904'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4009 ***********************************************************************
 AW4009  DESIGNATION -  AA
 AW4009  PID         -  AW4009
 AW4009  STATE/COUNTY-  TX/GALVESTON
 AW4009  USGS QUAD   -  DICKINSON (1997)
 AW4009
 AW4009                         *CURRENT SURVEY CONTROL
 AW4009  ___________________________________________________________________
 AW4009* NAD 83(1986)-  29 28 10.     (N)    095 00 45.     (W)     SCALED    
 AW4009* NAVD 88     -         3.47   (+/-2cm)      11.4    (feet)  VERTCON   
 AW4009  ___________________________________________________________________
 AW4009  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW4009
 AW4009  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4009
 AW4009.The horizontal coordinates were scaled from a topographic map and have
 AW4009.an estimated accuracy of +/- 6 seconds.
 AW4009
 AW4009.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4009.The vertical order pertains to the NGVD 29 superseded value.
 AW4009
 AW4009.The geoid height was determined by GEOID03.
 AW4009
 AW4009;                    North         East    Units  Estimated Accuracy
 AW4009;SPC TXSC     - 4,187,920.      986,640.      MT  (+/- 180 meters Scaled)
 AW4009
 AW4009                          SUPERSEDED SURVEY CONTROL
 AW4009
 AW4009  NGVD 29 (??/??/92)    3.471  (m)           11.39   (f) ADJ UNCH    1 2
 AW4009
 AW4009.Superseded values are not recommended for survey control.
 AW4009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4009.See file dsdata.txt to determine how the superseded data were derived.
 AW4009
 AW4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN048616(NAD 83)
 AW4009_MARKER: N = NAIL
 AW4009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4009_SP_SET: TREE
 AW4009_STAMPING: AA
 AW4009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4009
 AW4009  HISTORY     - Date     Condition        Report By
 AW4009  HISTORY     - UNK      MONUMENTED       CGS
 AW4009  HISTORY     - 1959     GOOD             NGS
 AW4009  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW4009  HISTORY     - 19900804 MARK NOT FOUND   USPSQD
 AW4009  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW4009  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 AW4009  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW4009
 AW4009                          STATION DESCRIPTION
 AW4009
 AW4009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW4009'2.25 MI E FROM DICKINSON.
 AW4009'2.25 MILES EAST ALONG FARM ROAD 517 FROM THE GALVESTON, HOUSTON AND
 AW4009'HENDERSON RAILROAD STATION AT DICKINSON, ABOUT 0.25 MILE EAST OF BENCH
 AW4009'MARK Y 640 RESET, 228 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE
 AW4009'BRIDGE OVER GUM BAYOU, 212 FEET WEST OF THE CENTER LINE OF A SHELL
 AW4009'ROAD LEADING NORTH, 39 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 AW4009'8 FEET NORTHWEST OF POWER POLE 15, IN THE TOP OF THE EAST ROOT OF A
 AW4009'26-INCH LIVE OAK TREE, ABOUT 6 INCHES ABOVE THE GROUND.  NOTE-- THE
 AW4009'PROPERTY OWNER WOULD NOT ALLOW THE TREE TO BE CUT AND IT HAS HEALED
 AW4009'OVER THE MARK.
 AW4009
 AW4009                          STATION RECOVERY (1964)
 AW4009
 AW4009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW4009'MARK NOT FOUND.
 AW4009
 AW4009                          STATION RECOVERY (1990)
 AW4009
 AW4009'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW4009'MARK NOT FOUND.
 AW4009
 AW4009                          STATION RECOVERY (1999)
 AW4009
 AW4009'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4009'MARK NOT FOUND.
 AW4009
 AW4009                          STATION RECOVERY (2003)
 AW4009
 AW4009'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW4009'MARK NOT FOUND.
 AW4009
 AW4009                          STATION RECOVERY (2004)
 AW4009
 AW4009'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0018 ***********************************************************************
 GK0018  DESIGNATION -  AA 138
 GK0018  PID         -  GK0018
 GK0018  STATE/COUNTY-  TX/HEMPHILL
 GK0018  USGS QUAD   -  GLAZIER (1972)
 GK0018
 GK0018                         *CURRENT SURVEY CONTROL
 GK0018  ___________________________________________________________________
 GK0018* NAD 83(1986)-  36 00 07.     (N)    100 16 35.     (W)     SCALED    
 GK0018* NAVD 88     -       786.412  (meters)    2580.09   (feet)  ADJUSTED  
 GK0018  ___________________________________________________________________
 GK0018  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GK0018  DYNAMIC HT  -         785.574 (meters)    2577.34  (feet)  COMP
 GK0018  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 GK0018
 GK0018  VERT ORDER  -  FIRST     CLASS II
 GK0018
 GK0018.The horizontal coordinates were scaled from a topographic map and have
 GK0018.an estimated accuracy of +/- 6 seconds.
 GK0018
 GK0018.The orthometric height was determined by differential leveling
 GK0018.and adjusted by the National Geodetic Survey in June 1991..
 GK0018
 GK0018.The geoid height was determined by GEOID03.
 GK0018
 GK0018.The dynamic height is computed by dividing the NAVD 88
 GK0018.geopotential number by the normal gravity value computed on the
 GK0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0018.degrees latitude (g = 980.6199 gals.).
 GK0018
 GK0018.The modeled gravity was interpolated from observed gravity values.
 GK0018
 GK0018;                    North         East    Units  Estimated Accuracy
 GK0018;SPC TX N     - 1,222,780.      310,320.      MT  (+/- 180 meters Scaled)
 GK0018
 GK0018                          SUPERSEDED SURVEY CONTROL
 GK0018
 GK0018  NGVD 29 (??/??/92)  786.060  (m)         2578.93   (f) ADJ UNCH    1 2
 GK0018
 GK0018.Superseded values are not recommended for survey control.
 GK0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0018.See file dsdata.txt to determine how the superseded data were derived.
 GK0018
 GK0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE849849(NAD 83)
 GK0018_MARKER: DB = BENCH MARK DISK
 GK0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0018_STAMPING: AA-138 1934
 GK0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0018+STABILITY: SURFACE MOTION
 GK0018
 GK0018  HISTORY     - Date     Condition        Report By
 GK0018  HISTORY     - 1934     MONUMENTED       CGS
 GK0018  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0018
 GK0018                          STATION DESCRIPTION
 GK0018
 GK0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0018'1.0 MI SW FROM GLAZIER.
 GK0018'1.0 MILES SOUTHWEST OF AT AND SF DEPOT.  AT GLAZIER 560 FEET NORTHWEST
 GK0018'OF MILE POST 445.  80 FEET NORTHWEST OF CONCRETE CULVERT NO 445A. 90
 GK0018'FEET NORTH OF THE CENTERLINE OF A TCHISON TOPEKA AND SANTA FE
 GK0018'RAILROAD.
 GK0018
 GK0018                          STATION RECOVERY (1972)
 GK0018
 GK0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0465 ***********************************************************************
 AH0465  DESIGNATION -  AA 590
 AH0465  PID         -  AH0465
 AH0465  STATE/COUNTY-  TX/KLEBERG
 AH0465  USGS QUAD   -  RICARDO (1979)
 AH0465
 AH0465                         *CURRENT SURVEY CONTROL
 AH0465  ___________________________________________________________________
 AH0465* NAD 83(1986)-  27 27 54.     (N)    097 51 52.     (W)     SCALED    
 AH0465* NAVD 88     -        16.424  (meters)      53.88   (feet)  ADJUSTED  
 AH0465  ___________________________________________________________________
 AH0465  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AH0465  DYNAMIC HT  -          16.398 (meters)      53.80  (feet)  COMP
 AH0465  MODELED GRAV-     979,094.9   (mgal)                       NAVD 88
 AH0465
 AH0465  VERT ORDER  -  FIRST     CLASS II
 AH0465
 AH0465.The horizontal coordinates were scaled from a topographic map and have
 AH0465.an estimated accuracy of +/- 6 seconds.
 AH0465
 AH0465.The orthometric height was determined by differential leveling
 AH0465.and adjusted by the National Geodetic Survey in June 1991..
 AH0465
 AH0465.The geoid height was determined by GEOID03.
 AH0465
 AH0465.The dynamic height is computed by dividing the NAVD 88
 AH0465.geopotential number by the normal gravity value computed on the
 AH0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0465.degrees latitude (g = 980.6199 gals.).
 AH0465
 AH0465.The modeled gravity was interpolated from observed gravity values.
 AH0465
 AH0465;                    North         East    Units  Estimated Accuracy
 AH0465;SPC TX S     - 5,199,400.      362,820.      MT  (+/- 180 meters Scaled)
 AH0465
 AH0465                          SUPERSEDED SURVEY CONTROL
 AH0465
 AH0465  NGVD 29 (??/??/92)   16.528  (m)           54.23   (f) ADJ UNCH    1 2
 AH0465
 AH0465.Superseded values are not recommended for survey control.
 AH0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0465.See file dsdata.txt to determine how the superseded data were derived.
 AH0465
 AH0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR122384(NAD 83)
 AH0465_MARKER: DB = BENCH MARK DISK
 AH0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0465_STAMPING: AA 590 1942
 AH0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0465+STABILITY: SURFACE MOTION
 AH0465
 AH0465  HISTORY     - Date     Condition        Report By
 AH0465  HISTORY     - 1942     MONUMENTED       CGS
 AH0465  HISTORY     - 1951     GOOD             NGS
 AH0465  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0465  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AH0465
 AH0465                          STATION DESCRIPTION
 AH0465
 AH0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0465'3.7 MI S FROM KINGSVILLE.
 AH0465'3.7 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0465'FROM THE STATION AT KINGSVILLE, 290 FEET SOUTH OF THE EXTENDED CENTER
 AH0465'LINE OF A ROAD LEADING EAST, 82 FEET EAST OF MILEPOST 115, 48 FEET
 AH0465'WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 42 FEET EAST OF THE EAST
 AH0465'RAIL, 32 FEET NORTH OF A TELEGRAPH POLE, 1.6 FEET NORTH OF A WITNESS
 AH0465'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 AH0465'THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0465
 AH0465                          STATION RECOVERY (1981)
 AH0465
 AH0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0465'SEARCHED FOR, NOT RECOVERED, APPEARS GRADED OUT.
 AH0465
 AH0465                          STATION RECOVERY (1987)
 AH0465
 AH0465'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AH0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0764 ***********************************************************************
 AW0764  DESIGNATION -  AA 665
 AW0764  PID         -  AW0764
 AW0764  STATE/COUNTY-  TX/LIBERTY
 AW0764  USGS QUAD   -  SHEEKS (1993)
 AW0764
 AW0764                         *CURRENT SURVEY CONTROL
 AW0764  ___________________________________________________________________
 AW0764* NAD 83(1986)-  29 58 03.     (N)    094 57 38.     (W)     SCALED    
 AW0764* NAVD 88     -        18.34   (+/-2cm)      60.2    (feet)  VERTCON   
 AW0764  ___________________________________________________________________
 AW0764  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW0764
 AW0764  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0764
 AW0764.The horizontal coordinates were scaled from a topographic map and have
 AW0764.an estimated accuracy of +/- 6 seconds.
 AW0764
 AW0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0764.The vertical order pertains to the NGVD 29 superseded value.
 AW0764
 AW0764.The geoid height was determined by GEOID03.
 AW0764
 AW0764;                    North         East    Units  Estimated Accuracy
 AW0764;SPC TX C     - 3,045,870.    1,218,390.      MT  (+/- 180 meters Scaled)
 AW0764
 AW0764                          SUPERSEDED SURVEY CONTROL
 AW0764
 AW0764  NGVD 29 (??/??/92)   18.338  (m)           60.16   (f) ADJ UNCH    1 2
 AW0764
 AW0764.Superseded values are not recommended for survey control.
 AW0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0764.See file dsdata.txt to determine how the superseded data were derived.
 AW0764
 AW0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP108168(NAD 83)
 AW0764_MARKER: DB = BENCH MARK DISK
 AW0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0764_SP_SET: ABUTMENT
 AW0764_STAMPING: A A 665 1942
 AW0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0764
 AW0764  HISTORY     - Date     Condition        Report By
 AW0764  HISTORY     - 1942     MONUMENTED       CGS
 AW0764  HISTORY     - 1954     GOOD             NGS
 AW0764  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW0764  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0764  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0764  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW0764
 AW0764                          STATION DESCRIPTION
 AW0764
 AW0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW0764'7.45 MI SW FROM DAYTON.
 AW0764'6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE WILSON, JUNIOR HIGH
 AW0764'SCHOOL AT DAYTON, THENCE 1.45 MILES SOUTH ALONG FARM ROAD 1413, 67
 AW0764'FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 10 FEET NORTH OF THE
 AW0764'CENTER LINE OF AN OILED ROAD LEADING EAST, 13.2 FEET EAST OF THE
 AW0764'NORTHEAST CORNER OF A SMALL CONCRETE BRIDGE UNDER THE OILED ROAD, SET
 AW0764'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A STEEL
 AW0764'AND CONCRETE CATTLE GUARD ACROSS THE OILED ROAD LEADING EAST.
 AW0764
 AW0764                          STATION RECOVERY (1976)
 AW0764
 AW0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW0764'MARK NOT FOUND.
 AW0764
 AW0764                          STATION RECOVERY (1978)
 AW0764
 AW0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0764'NOT RECOVERED.
 AW0764
 AW0764                          STATION RECOVERY (1989)
 AW0764
 AW0764'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW0764'MARK NOT FOUND.
 AW0764
 AW0764                          STATION RECOVERY (2004)
 AW0764
 AW0764'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0355 ***********************************************************************
 BA0355  DESIGNATION -  AA 736
 BA0355  PID         -  BA0355
 BA0355  STATE/COUNTY-  TX/PRESIDIO
 BA0355  USGS QUAD   -  BANDERA MESA SOUTH (1983)
 BA0355
 BA0355                         *CURRENT SURVEY CONTROL
 BA0355  ___________________________________________________________________
 BA0355* NAD 83(1986)-  29 31 03.     (N)    103 51 18.     (W)     SCALED    
 BA0355* NAVD 88     -      1317.789  (meters)    4323.45   (feet)  ADJUSTED  
 BA0355  ___________________________________________________________________
 BA0355  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BA0355  DYNAMIC HT  -        1315.564 (meters)    4316.15  (feet)  COMP
 BA0355  MODELED GRAV-     978,908.4   (mgal)                       NAVD 88
 BA0355
 BA0355  VERT ORDER  -  SECOND    CLASS 0
 BA0355
 BA0355.The horizontal coordinates were scaled from a topographic map and have
 BA0355.an estimated accuracy of +/- 6 seconds.
 BA0355
 BA0355.The orthometric height was determined by differential leveling
 BA0355.and adjusted by the National Geodetic Survey in June 1991..
 BA0355
 BA0355.The geoid height was determined by GEOID03.
 BA0355
 BA0355.The dynamic height is computed by dividing the NAVD 88
 BA0355.geopotential number by the normal gravity value computed on the
 BA0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0355.degrees latitude (g = 980.6199 gals.).
 BA0355
 BA0355.The modeled gravity was interpolated from observed gravity values.
 BA0355
 BA0355;                    North         East    Units  Estimated Accuracy
 BA0355;SPC TXSC     - 4,196,420.      129,510.      MT  (+/- 180 meters Scaled)
 BA0355
 BA0355                          SUPERSEDED SURVEY CONTROL
 BA0355
 BA0355  NGVD 29 (??/??/92) 1317.420  (m)         4322.24   (f) ADJ UNCH    2 0
 BA0355
 BA0355.Superseded values are not recommended for survey control.
 BA0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0355.See file dsdata.txt to determine how the superseded data were derived.
 BA0355
 BA0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN109658(NAD 83)
 BA0355_MARKER: DB = BENCH MARK DISK
 BA0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0355_STAMPING: AA 736 1943
 BA0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0355+STABILITY: SURFACE MOTION
 BA0355
 BA0355  HISTORY     - Date     Condition        Report By
 BA0355  HISTORY     - 1943     MONUMENTED       CGS
 BA0355  HISTORY     - 1958     GOOD             NGS
 BA0355
 BA0355                          STATION DESCRIPTION
 BA0355
 BA0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0355'8.2 MI NE FROM FOWLKES BROS RANCH.
 BA0355'ABOUT 8.2 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE FOWLKES
 BA0355'BROTHERS RANCH, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 BA0355'ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION WITH A TRACK ROAD LEADING UP
 BA0355'A DRAW, ABOUT 0.1 MILE NORTHEAST OF A CATTLE GUARD AND FENCE CORNER,
 BA0355'131 FEET NORTH OF A ROW OF POWER LINE POLES WITH POWER LINE CROSSING
 BA0355'OVER THE ROAD, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN
 BA0355'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6305 ***********************************************************************
 AC6305  SACS        -  This is a Secondary Airport Control Station.
 AC6305  DESIGNATION -  AAP A
 AC6305  PID         -  AC6305
 AC6305  STATE/COUNTY-  TX/HARRIS
 AC6305  USGS QUAD   -  ALIEF (1995)
 AC6305
 AC6305                         *CURRENT SURVEY CONTROL
 AC6305  ___________________________________________________________________
 AC6305* NAD 83(1993)-  29 43 22.39098(N)    095 34 59.49530(W)     ADJUSTED  
 AC6305* NAVD 88     -        23.44   (meters)      76.9    (feet)  GPS OBS   
 AC6305  ___________________________________________________________________
 AC6305  X           -    -539,337.078 (meters)                     COMP
 AC6305  Y           -  -5,517,248.989 (meters)                     COMP
 AC6305  Z           -   3,143,732.006 (meters)                     COMP
 AC6305  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AC6305  ELLIP HEIGHT-          -4.15  (meters)          (03/15/01) GPS OBS
 AC6305  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AC6305
 AC6305  HORZ ORDER  -  FIRST
 AC6305  ELLP ORDER  -  FIFTH     CLASS I
 AC6305
 AC6305.This mark is at Andrau Airpark (AAP)  (AAP)
 AC6305
 AC6305.The horizontal coordinates were established by GPS observations
 AC6305.and adjusted by the National Geodetic Survey in March 1997..
 AC6305
 AC6305.The orthometric height was determined by GPS observations and a
 AC6305.high-resolution geoid model.
 AC6305
 AC6305.GPS derived orthometric heights for airport stations designated as
 AC6305.PACS or SACS are published to 2 decimal places.  This maintains
 AC6305.centimeter relative accuracy between the PACS and SACS.  It does
 AC6305.not indicate centimeter accuracy relative to other marks which are
 AC6305.part of the NAVD 88 network.
 AC6305
 AC6305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6305
 AC6305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6305
 AC6305.The ellipsoidal height was determined by GPS observations
 AC6305.and is referenced to NAD 83.
 AC6305
 AC6305.The geoid height was determined by GEOID03.
 AC6305
 AC6305;                    North         East     Units Scale Factor Converg.
 AC6305;SPC TXSC     - 4,214,242.101   930,502.394   MT  0.99988609   +1 40 26.2
 AC6305;SPC TXSC     -13,826,225.96  3,052,823.27   sFT  0.99988609   +1 40 26.2
 AC6305;UTM  15      - 3,290,873.563   250,124.367   MT  1.00037045   -1 16 53.1
 AC6305
 AC6305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6305!SPC TXSC     -   1.00000065  x   0.99988609  =   0.99988674
 AC6305!UTM  15      -   1.00000065  x   1.00037045  =   1.00037110
 AC6305
 AC6305:                Primary Azimuth Mark                     Grid Az
 AC6305:SPC TXSC     -  ANDPORT                                  286 23 20.1
 AC6305:UTM  15      -  ANDPORT                                  289 20 39.4
 AC6305
 AC6305|---------------------------------------------------------------------|
 AC6305| PID    Reference Object                     Distance      Geod. Az  |
 AC6305|                                                           dddmmss.s |
 AC6305| AW5424 ANDPORT                             493.050 METERS 2880346.3 |
 AC6305|---------------------------------------------------------------------|
 AC6305
 AC6305                          SUPERSEDED SURVEY CONTROL
 AC6305
 AC6305  ELLIP H (03/03/97)   -4.00   (m)                       GP(       ) 5 1
 AC6305
 AC6305.Superseded values are not recommended for survey control.
 AC6305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6305.See file dsdata.txt to determine how the superseded data were derived.
 AC6305
 AC6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5012490874(NAD 83)
 AC6305_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6305_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC6305_SP_SET: DRILL HOLE CONCRETE PAD
 AC6305_STAMPING: AAP A 1994
 AC6305_MARK LOGO: NGS   
 AC6305_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6305+STABILITY: SURFACE MOTION
 AC6305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6305+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6305
 AC6305  HISTORY     - Date     Condition        Report By
 AC6305  HISTORY     - 1994     MONUMENTED       NGS
 AC6305
 AC6305                          STATION DESCRIPTION
 AC6305
 AC6305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AC6305'THE STATION IS LOCATED 15.0 MI (24.1 KM) WEST OF HOUSTON, 8.0 MI (12.9
 AC6305'KM) NORTH NORTHEAST OF SUGARLAND, 3.0 MI (4.8 KM) SOUTHEAST OF ADDICKS
 AC6305'AND AT THE ANDRAU AIRPORT AT THE EAST END OF THE 2ND CONCRETE PARKING
 AC6305'PAD WEST SOUTHWEST OF LARGE UN-PAINTED HANGAR.  TO REACH THE STATION
 AC6305'FROM THE JUNCTION OF STATE HIGHWAY 6 AND FARM ROAD 1093 (WESTHEIMER
 AC6305'ROAD) WHICH IS 2.0 MI (3.2 KM) SOUTH OF ADDICKS, PROCEED EAST ON FARM
 AC6305'ROAD 1093 FOR 1.5 MI (2.4 KM) TO SYNOTT ROAD ON THE RIGHT.  CONTINUE
 AC6305'EAST ON WESTHEIMER ROAD FOR 1.65 MI (2.66 KM) TO OLD WESTHEIMER ON THE
 AC6305'RIGHT.  CONTINUE EAST FOR 0.2 MI (0.3 KM) TO A ROAD RIGHT.  TURN RIGHT
 AC6305'AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD FOR 0.7 MI (1.1 KM) TO
 AC6305'AIRPORT TERMINAL BUILDING.  FROM THE AIRPORT TERMINAL BUILDING,
 AC6305'PROCEED EAST ON TAXIWAY 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT
 AC6305'IN THE SOUTHWEST CORNER OF THE 2ND CONCRET PAD WEST OF THE LARGE
 AC6305'HANGAR.  THE STATION IS LOCATED 173.0 FT (52.7 M) WEST OF THE
 AC6305'SOUTHEAST CORNER OF LARGE UN-PAINTED HANGAR, 95.0 FT (29.0 M) WEST OF
 AC6305'ELECTRICAL JUNCTION BOX, 31.0 FT (9.4 M) SOUTH OF NORTH EDGE OF PAD,
 AC6305'17.0 FT (5.2 M) NORTHEAST OF CARSONITE WITNESS POST, AND 6 INCHES
 AC6305'NORTHEAST OF THE SOUTHWEST CORNER OF CONCRETE PAD.  FOR ACCESS TO THE
 AC6305'AIRPORT, CONTACT MR.  CHARLES CLEVELAND, AIRPORT MANAGER, BOX 98,
 AC6305'ALIEF, TEXAS 77411, PHONE (713-497-7140.  MARK IS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0662 ***********************************************************************
 AW0662  DESIGNATION -  AARRON USE
 AW0662  PID         -  AW0662
 AW0662  STATE/COUNTY-  TX/GALVESTON
 AW0662  USGS QUAD   -  GALVESTON (1994)
 AW0662
 AW0662                         *CURRENT SURVEY CONTROL
 AW0662  ___________________________________________________________________
 AW0662* NAD 83(1986)-  29 19 04.     (N)    094 46 28.     (W)     SCALED    
 AW0662* NAVD 88     -         3.11   (+/-2cm)      10.2    (feet)  VERTCON   
 AW0662  ___________________________________________________________________
 AW0662  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0662
 AW0662  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0662
 AW0662.The horizontal coordinates were scaled from a topographic map and have
 AW0662.an estimated accuracy of +/- 6 seconds.
 AW0662
 AW0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0662.The vertical order pertains to the NGVD 29 superseded value.
 AW0662
 AW0662.The geoid height was determined by GEOID03.
 AW0662
 AW0662;                    North         East    Units  Estimated Accuracy
 AW0662;SPC TXSC     - 4,171,930.    1,010,320.      MT  (+/- 180 meters Scaled)
 AW0662
 AW0662                          SUPERSEDED SURVEY CONTROL
 AW0662
 AW0662  NGVD 29 (??/??/92)    3.11   (m)           10.2    (f) COMPUTED    1 1
 AW0662
 AW0662.Superseded values are not recommended for survey control.
 AW0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0662.See file dsdata.txt to determine how the superseded data were derived.
 AW0662
 AW0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN276445(NAD 83)
 AW0662_MARKER: DD = SURVEY DISK
 AW0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0662_STAMPING: AARRON 1973
 AW0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0662+STABILITY: SURFACE MOTION
 AW0662
 AW0662  HISTORY     - Date     Condition        Report By
 AW0662  HISTORY     - 1973     MONUMENTED       USE
 AW0662  HISTORY     - 1973     GOOD             NGS
 AW0662  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0662  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 AW0662  HISTORY     - 20031210 MARK NOT FOUND   USPSQD
 AW0662  HISTORY     - 20041215 MARK NOT FOUND   USPSQD
 AW0662
 AW0662                          STATION DESCRIPTION
 AW0662
 AW0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0662'IN GALVESTON.
 AW0662'AT GALVESTON, AT THE NORTHEAST CORNER OF THE PROPERTY OF THE CORPS. OF
 AW0662'ENGINEERS NEW LOCATION STILL UNDER CONSTRUCTION, 33 FEET WEST OF THE
 AW0662'CENTER LINE OF HOLIDAY DRIVE (4TH STREET), 160 FEET SOUTH OF THE
 AW0662'EXTENDED CENTER LINE OF ALBACORE AVENUE, 25 FEET NORTHWEST OF A POWER
 AW0662'POLE WITH A GUY WIRE, 1.0 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 1
 AW0662'FOOT LOWER THAN THE DRIVE, AND SET IN THE TOP OF A CONCRETE POST
 AW0662'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW0662
 AW0662                          STATION RECOVERY (1978)
 AW0662
 AW0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0662'AN EXTENSIVE SEARCH WAS MADE, BUT NOT RECOVERED. POSSIBLE
 AW0662'BUSHOGED OUT.
 AW0662
 AW0662                          STATION RECOVERY (1994)
 AW0662
 AW0662'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0662'MARK NOT FOUND.
 AW0662
 AW0662                          STATION RECOVERY (2003)
 AW0662
 AW0662'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0662'MARK NOT FOUND.
 AW0662
 AW0662                          STATION RECOVERY (2004)
 AW0662
 AW0662'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1250 ***********************************************************************
 DN1250  DESIGNATION -  ABADON
 DN1250  PID         -  DN1250
 DN1250  STATE/COUNTY-  TX/GRAYSON
 DN1250  USGS QUAD   -  SADLER (1982)
 DN1250
 DN1250                         *CURRENT SURVEY CONTROL
 DN1250  ___________________________________________________________________
 DN1250* NAD 83(1993)-  33 41 16.98474(N)    096 45 30.40700(W)     ADJUSTED  
 DN1250* NAVD 88     -       228.51   (+/-2cm)     749.7    (feet)  VERTCON   
 DN1250  ___________________________________________________________________
 DN1250  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 DN1250  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DN1250
 DN1250  HORZ ORDER  -  FIRST
 DN1250  VERT ORDER  -  THIRD ? (See Below)
 DN1250
 DN1250.The horizontal coordinates were established by classical geodetic methods
 DN1250.and adjusted by the National Geodetic Survey in February 1996..
 DN1250
 DN1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1250.The vertical order pertains to the NGVD 29 superseded value.
 DN1250
 DN1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1250
 DN1250.The geoid height was determined by GEOID03.
 DN1250
 DN1250;                    North         East     Units Scale Factor Converg.
 DN1250;SPC TXNC     - 2,225,495.168   761,460.777   MT  0.99993417   +0 56 59.4
 DN1250;SPC TXNC     - 7,301,478.73  2,498,225.90   sFT  0.99993417   +0 56 59.4
 DN1250;UTM  14      - 3,729,823.685   707,776.781   MT  1.00013225   +1 14 37.6
 DN1250
 DN1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1250!SPC TXNC     -   0.99996819  x   0.99993417  =   0.99990237
 DN1250!UTM  14      -   0.99996819  x   1.00013225  =   1.00010044
 DN1250
 DN1250:                Primary Azimuth Mark                     Grid Az
 DN1250:SPC TXNC     -  ABADON AZ MK                             003 19 59.0
 DN1250:UTM  14      -  ABADON AZ MK                             003 02 20.8
 DN1250
 DN1250|---------------------------------------------------------------------|
 DN1250| PID    Reference Object                     Distance      Geod. Az  |
 DN1250|                                                           dddmmss.s |
 DN1250| CX9053 ABADON AZ MK                                       0041658.4 |
 DN1250| CX9056 ABADON RM 3                          25.671 METERS 00728     |
 DN1250| CX9054 ABADON RM 1                          29.811 METERS 01727     |
 DN1250| CX9055 ABADON RM 2                          21.632 METERS 09022     |
 DN1250| DN1246 LINE MATERIAL CO WATER TANK         APPROX. 8.1 KM 1484732.9 |
 DN1250| DN1262 WHITESBORO TEX PAC RR RAD MAST      APPROX.14.0 KM 2531157.9 |
 DN1250| DN1263 WHITESBORO MUNICIPAL STANDPIPE      APPROX.14.3 KM 2552329.6 |
 DN1250|---------------------------------------------------------------------|
 DN1250
 DN1250                          SUPERSEDED SURVEY CONTROL
 DN1250
 DN1250  NAD 83(1993)-  33 41 16.98560(N)    096 45 30.40528(W) AD(       ) 1
 DN1250  NAD 83(1986)-  33 41 16.99025(N)    096 45 30.39785(W) AD(       ) 1
 DN1250  NAD 27      -  33 41 16.60680(N)    096 45 29.40360(W) AD(       ) 1
 DN1250  NGVD 29 (07/19/86)  228.48   (m)          749.6    (f) LEVELING    3  
 DN1250
 DN1250.Superseded values are not recommended for survey control.
 DN1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1250.See file dsdata.txt to determine how the superseded data were derived.
 DN1250
 DN1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0777729824(NAD 83)
 DN1250_MARKER: DS = TRIANGULATION STATION DISK
 DN1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1250
 DN1250  HISTORY     - Date     Condition        Report By
 DN1250  HISTORY     - 1955     MONUMENTED       CGS
 DN1250  HISTORY     - 1957     GOOD             CGS
 DN1250  HISTORY     - 1957     GOOD             CGS
 DN1250  HISTORY     - 19951111 GOOD             USPSQD
 DN1250
 DN1250                          STATION DESCRIPTION
 DN1250
 DN1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1250'THE STATION IS LOCATED ABOUT 5 MILES EAST OF SADLER, 4 MILES
 DN1250'NORTH OF SOUTHMAYD, AND 4 MILES SOUTH OF HAGERMAN, ON THE
 DN1250'PROPERTY OF WHAT WAS THE PLAINVIEW SCHOOL.  THE SCHOOL HOUSE HAS
 DN1250'BEEN REMOVED.  IT IS 48 FEET WEST OF THE CENTER OF A DIRT
 DN1250'ROAD, 42 FEET NORTHWEST OF A FENCE CORNER, 24 FEET WEST OF A
 DN1250'TRANSFORMER POLE, AND 2 FEET NORTHEAST OF A WITNESS POST.
 DN1250'IT IS STAMPED ABADON 1955 AND IS SET FLUSH.
 DN1250'
 DN1250'REFERENCE MARK NO. 1 IS 90 FEET SOUTH OF A POWERLINE POLE
 DN1250'AND 22 FEET WEST OF CENTER OF A DIRT ROAD.  IT IS STAMPED
 DN1250'ABADON NO 1 1955 AND PROJECTS 3 INCHES.
 DN1250'
 DN1250'REFERENCE MARK NO. 2 IS 24 FEET EAST OF THE CENTER OF A DIRT
 DN1250'ROAD.  IT IS STAMPED ABADON NO 2 1955 AND PROJECTS 3 INCHES.
 DN1250'
 DN1250'THE AZIMUTH MARK IS 82 FEET EAST OF THE CENTER OF A DIRT ROAD,
 DN1250'24 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 17 FEET EAST
 DN1250'OF THE CENTER OF A GATE INTO FIELD, 1.5 FEET WEST OF A WITNESS
 DN1250'POST AND 1 FOOT NORTH OF A FENCE.  IT IS STAMPED ABADON 1955 AND
 DN1250'PROJECTS 4 INCHES.
 DN1250'
 DN1250'REACHED FROM THE POST OFFICE IN SOUTHMAYD BY GOING WEST ON
 DN1250'A GRAVELED ROAD FOR 0.1 MILE, THEN JOG RIGHT, NORTH, ACROSS THE
 DN1250'RAILROAD TRACKS, THEN TURN LEFT, WEST, AND GO 0.3 MILE TO A T
 DN1250'ROAD, TURN RIGHT, NORTH, AND GO 4.0 MILES TO A CROSS ROAD, TURN
 DN1250'RIGHT, EAST, AND GO 1.0 MILE TO A T JUNCTION, TURN RIGHT, SOUTH,
 DN1250'AND GO 100 YARDS TO THE SOUTHEAST CORNER OF THE SCHOOL YARD
 DN1250'AND THE STATION ON THE RIGHT AS DESCRIBED.
 DN1250'
 DN1250'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 DN1250'GRAVELED ROAD FOR 0.65 MILE TO THE MARK ON THE RIGHT AS
 DN1250'DESCRIBED.
 DN1250'
 DN1250'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 DN1250
 DN1250                          STATION RECOVERY (1957)
 DN1250
 DN1250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1250'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DISK
 DN1250'AND PART OF THE TOP OF REFERENCE MARK NO. 1 HAVE BEEN BROKEN
 DN1250'OFF.  REFERENCE MARK NO. 2 WAS RECOVERED IN FAIR CONDITION.
 DN1250'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1250
 DN1250                          STATION RECOVERY (1957)
 DN1250
 DN1250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1250'THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 DN1250'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 DN1250'NO. 1 HAD BEEN DESTROYED AND A NEW REFERENCE MARK NO. 3 WAS
 DN1250'ESTABLISHED.
 DN1250'
 DN1250'FOLLOWING IS A NEW DESCRIPTION--
 DN1250'
 DN1250'THE STATION IS LOCATED ABOUT 8 MILES WEST-NORTHWEST OF SHERMAN
 DN1250'AND ABOUT 4 MILES NORTH OF SOUTHMAYD NEAR THE SOUTHEAST
 DN1250'CORNER OF THE STAR OIL CO. SCHOOL LAND LEASE.  IT IS 66 FEET
 DN1250'SOUTH OF THE CENTER OF A DRIVEWAY, 48 FEET WEST OF THE CENTER
 DN1250'OF A ROAD, 34 FEET NORTH OF AN EAST-WEST FENCE AND 18 FEET WEST
 DN1250'OF A NORTH-SOUTH FENCE.  THE MARK IS STAMPED ABADON 1955 AND IS
 DN1250'FLUSH WITH THE GROUND SURFACE.
 DN1250'
 DN1250'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 60 FEET NORTHWEST
 DN1250'OF A CATTLE GUARD, 23 FEET EAST OF THE CENTER OF A ROAD AND
 DN1250'4 FEET WEST OF A NORTHWEST-SOUTHEAST FENCE.  THE MARK IS STAMPED
 DN1250'ABADON NO 2 1955 AND PROJECTS 4 INCHES.
 DN1250'
 DN1250'REFERENCE MARK NO. 3 IS 40 FEET WEST OF THE CENTER OF A ROAD,
 DN1250'15 FEET NORTH OF THE CENTER OF A DRIVEWAY AND 4 FEET NORTHEAST
 DN1250'OF THE NORTH END OF A METAL GATE.  THE MARK IS STAMPED ABADON
 DN1250'NO 3 1955 AND PROJECTS 4 INCHES.
 DN1250'
 DN1250'THE DISTANCE BETWEEN R.M. NO. 2 AND R.M. NO. 3 IS 103.2 FEET.
 DN1250'
 DN1250'THE AZIMUTH MARK IS NEAR THE NORTHWEST CORNER OF A CULTIVATED
 DN1250'FIELD, 24 FEET SOUTH OF THE CENTER OF A ROAD, 15 FEET NORTHWEST
 DN1250'OF POWER POLE NO. G593 AND 1 FOOT EAST OF THE EAST END OF A
 DN1250'GATE AND WITNESS POST.  THE MARK IS STAMPED ABADON 1955 AND
 DN1250'PROJECTS 6 INCHES.
 DN1250'
 DN1250'TO REACH THE STATION FROM THE POST OFFICE IN SOUTHMAYD, GO
 DN1250'WEST FOR 0.1 MILE, TURN RIGHT ACROSS RAILROAD TRACK THEN
 DN1250'LEFT AND GO WEST FOR 0.2 MILE TO A T ROAD RIGHT, TURN RIGHT
 DN1250'AND GO NORTH ON GRAVELED ROAD FOR 4.0 MILES TO A CROSSROAD,
 DN1250'TURN RIGHT AND GO EAST FOR 1.0 MILE TO A T INTERSECTION.
 DN1250'(TURN LEFT AND GO NORTH FOR 0.6 MILE TO A T ROAD RIGHT AND
 DN1250'AZIMUTH MARK ON RIGHT AS DESCRIBED.) TURN RIGHT AND GO SOUTH
 DN1250'FOR 0.05 MILE TO STATION ON RIGHT AS DESCRIBED.
 DN1250
 DN1250                          STATION RECOVERY (1995)
 DN1250
 DN1250'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1242 ***********************************************************************
 BZ1242  DESIGNATION -  ABBOTT
 BZ1242  PID         -  BZ1242
 BZ1242  STATE/COUNTY-  TX/HILL
 BZ1242  USGS QUAD   -  ABBOTT (1979)
 BZ1242
 BZ1242                         *CURRENT SURVEY CONTROL
 BZ1242  ___________________________________________________________________
 BZ1242* NAD 83(1993)-  31 53 05.29789(N)    097 04 18.45053(W)     ADJUSTED  
 BZ1242* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 BZ1242  ___________________________________________________________________
 BZ1242  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 BZ1242  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BZ1242
 BZ1242  HORZ ORDER  -  SECOND
 BZ1242
 BZ1242.The horizontal coordinates were established by classical geodetic methods
 BZ1242.and adjusted by the National Geodetic Survey in February 1996..
 BZ1242
 BZ1242.The orthometric height was scaled from a topographic map.
 BZ1242
 BZ1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1242
 BZ1242.The geoid height was determined by GEOID03.
 BZ1242
 BZ1242;                    North         East     Units Scale Factor Converg.
 BZ1242;SPC TXNC     - 2,025,109.246   735,130.726   MT  1.00007810   +0 46 44.2
 BZ1242;SPC TXNC     - 6,644,045.92  2,411,841.39   sFT  1.00007810   +0 46 44.2
 BZ1242;SPC TX C     - 3,250,426.842 1,008,533.917   MT  1.00000040   +1 40 47.6
 BZ1242;SPC TX C     -10,664,108.73  3,308,831.69   sFT  1.00000040   +1 40 47.6
 BZ1242;UTM  14      - 3,529,288.635   682,372.242   MT  1.00001020   +1 01 07.6
 BZ1242
 BZ1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1242!SPC TXNC     -   0.99996999  x   1.00007810  =   1.00004808
 BZ1242!SPC TX C     -   0.99996999  x   1.00000040  =   0.99997039
 BZ1242!UTM  14      -   0.99996999  x   1.00001020  =   0.99998019
 BZ1242
 BZ1242|---------------------------------------------------------------------|
 BZ1242| PID    Reference Object                     Distance      Geod. Az  |
 BZ1242|                                                           dddmmss.s |
 BZ1242| BZ1241 ABBOTT METHODIST CH STEEPLE          62.293 METERS 04423     |
 BZ1242| BZ1239 ABBOTT MUNICIPAL TANK                17.599 METERS 16024     |
 BZ1242| CV3597 ABBOTT RM 1                          19.678 METERS 17334     |
 BZ1242| BZ1250 WEST BRAZOS VAL COTTON MILL TK      APPROX. 9.5 KM 1905253.8 |
 BZ1242| BZ1245 WEST STANDPIPE                      APPROX. 9.5 KM 1925028.3 |
 BZ1242| CV3596 ABBOTT AZ MK                                       2455507.5 |
 BZ1242| CV3598 ABBOTT RM 2                          34.641 METERS 25015     |
 BZ1242|---------------------------------------------------------------------|
 BZ1242
 BZ1242                          SUPERSEDED SURVEY CONTROL
 BZ1242
 BZ1242  NAD 83(1986)-  31 53 05.30626(N)    097 04 18.43061(W) AD(       ) 2
 BZ1242  NAD 27      -  31 53 04.73600(N)    097 04 17.42000(W) AD(       ) 2
 BZ1242
 BZ1242.Superseded values are not recommended for survey control.
 BZ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1242.See file dsdata.txt to determine how the superseded data were derived.
 BZ1242
 BZ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8237229289(NAD 83)
 BZ1242_MARKER: DS = TRIANGULATION STATION DISK
 BZ1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1242
 BZ1242  HISTORY     - Date     Condition        Report By
 BZ1242  HISTORY     - 1948     MONUMENTED       CGS
 BZ1242  HISTORY     - 19950715 GOOD             USPSQD
 BZ1242  HISTORY     - 20031011 GOOD             USPSQD
 BZ1242
 BZ1242                          STATION DESCRIPTION
 BZ1242
 BZ1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1242'THE STATION IS LOCATED IN THE TOWN OF ABBOTT, ACROSS THE
 BZ1242'STREET FROM THE POST OFFICE, ON PROPERTY OWNED BY THE CITY
 BZ1242'AND OCCUPIED BY THE MUNICIPAL WATER TANK.  IT IS 57.6 FEET
 BZ1242'NORTH-NORTHWEST OF THE CENTER OF THE TANK, 32.5 FEET SOUTH
 BZ1242'OF THE SOUTHWEST CORNER OF THE CHURCH OF CHRIST, AND 81
 BZ1242'FEET WEST OF THE CENTER LINE OF A GRAVELLED STREET.  THE
 BZ1242'DISK IS STAMPED ABBOTT 1948 AND IS SET FLUSH WITH THE GROUND.
 BZ1242'
 BZ1242'REFERENCE MARK NO. 1 IS 64.56 FEET SOUTH OF THE STATION.  IT
 BZ1242'IS SET IN A DRILL HOLE IN THE SOUTHWEST LEG FOUNDATION OF THE
 BZ1242'TANK.  THE DISK IS STAMPED ABBOTT NO 1 1948 AND PROJECTS 1
 BZ1242'FOOT.
 BZ1242'
 BZ1242'REFERENCE MARK NO. 2 IS 113.65 FEET WEST OF THE STATION, 51
 BZ1242'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE GARAGE BUILDING,
 BZ1242'18 FEET EAST OF THE CENTER LINE OF AN ALLEY, AND 1.5 FEET NORTH
 BZ1242'OF A TELEPHONE POLE.  THE DISK IS STAMPED ABBOTT NO 2 1948
 BZ1242'AND PROJECTS 6 INCHES.
 BZ1242'
 BZ1242'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WEST-SOUTHWEST
 BZ1242'OF THE STATION, 30 FEET WEST OF THE CENTER LINE OF A DRIVEWAY,
 BZ1242'24 FEET NORTH OF THE CENTER LINE OF A GRAVELLED STREET, AND
 BZ1242'2 FEET SOUTH OF A FENCE LINE.  THE DISK IS STAMPED ABBOTT
 BZ1242'1948 AND PROJECTS 4 INCHES.
 BZ1242'
 BZ1242'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE, GO WEST FOR
 BZ1242'0.1 MILE, TURN LEFT AND GO 0.1 MILE, THENCE TURN RIGHT AND
 BZ1242'GO 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 BZ1242'
 BZ1242'AN 87 FOOT SIGNAL AT VAUGHAN IS VISIBLE AT 37 FEET.
 BZ1242'
 BZ1242'A 74 FOOT SIGNAL AT CHAT IS VISIBLE AT 37 FEET.
 BZ1242'
 BZ1242'A 100 FOOT SIGNAL AT PECAN IS VISIBLE AT 37 FEET.
 BZ1242'
 BZ1242'A 74 FOOT SIGNAL AT BYNUM IS VISIBLE AT 37 FEET.
 BZ1242'
 BZ1242'AN 87 FOOT SIGNAL AT ASH IS VISIBLE AT 37 FEET.
 BZ1242'
 BZ1242'A 100 FOOT SIGNAL AT MALONE IS VISIBLE AT 37 FEET.
 BZ1242'
 BZ1242'A 74 FOOT SIGNAL AT HUBBARD 1919 IS VISIBLE AT 37 FEET.
 BZ1242'
 BZ1242'A 74 FOOT SIGNAL AT WEST 1919 IS VISIBLE AT 37 FEET.
 BZ1242'
 BZ1242'A 4 FOOT SIGNAL AT ABEST IS VISIBLE AT 37 FEET.
 BZ1242'
 BZ1242'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BZ1242
 BZ1242                          STATION RECOVERY (1995)
 BZ1242
 BZ1242'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1242'RECOVERED IN GOOD CONDITION.
 BZ1242
 BZ1242                          STATION RECOVERY (2003)
 BZ1242
 BZ1242'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1241 ***********************************************************************
 BZ1241  DESIGNATION -  ABBOTT METHODIST CH STEEPLE
 BZ1241  PID         -  BZ1241
 BZ1241  STATE/COUNTY-  TX/HILL
 BZ1241  USGS QUAD   -  ABBOTT (1979)
 BZ1241
 BZ1241                         *CURRENT SURVEY CONTROL
 BZ1241  ___________________________________________________________________
 BZ1241* NAD 83(1993)-  31 53 06.74340(N)    097 04 16.79277(W)     ADJUSTED  
 BZ1241* NAVD 88     -                                                        
 BZ1241  ___________________________________________________________________
 BZ1241  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 BZ1241  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BZ1241
 BZ1241  HORZ ORDER  -  THIRD
 BZ1241
 BZ1241.The horizontal coordinates were established by classical geodetic methods
 BZ1241.and adjusted by the National Geodetic Survey in February 1996..
 BZ1241
 BZ1241
 BZ1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1241
 BZ1241.The geoid height was determined by GEOID03.
 BZ1241
 BZ1241;                    North         East     Units Scale Factor Converg.
 BZ1241;SPC TXNC     - 2,025,154.361   735,173.687   MT  1.00007796   +0 46 45.1
 BZ1241;SPC TXNC     - 6,644,193.93  2,411,982.34   sFT  1.00007796   +0 46 45.1
 BZ1241;SPC TX C     - 3,250,472.624 1,008,576.160   MT  1.00000050   +1 40 48.4
 BZ1241;SPC TX C     -10,664,258.93  3,308,970.28   sFT  1.00000050   +1 40 48.4
 BZ1241;UTM  14      - 3,529,333.927   682,415.011   MT  1.00001039   +1 01 08.5
 BZ1241
 BZ1241                          SUPERSEDED SURVEY CONTROL
 BZ1241
 BZ1241  NAD 83(1986)-  31 53 06.75196(N)    097 04 16.77343(W) AD(       ) 4
 BZ1241  NAD 27      -  31 53 06.18300(N)    097 04 15.76100(W) AD(       ) 3
 BZ1241
 BZ1241.Superseded values are not recommended for survey control.
 BZ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1241.See file dsdata.txt to determine how the superseded data were derived.
 BZ1241
 BZ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8241529334(NAD 83)
 BZ1241_MARKER: 90 = CHURCH SPIRE
 BZ1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1241+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1241
 BZ1241  HISTORY     - Date     Condition        Report By
 BZ1241  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1241  HISTORY     - 1935     GOOD             CGS
 BZ1241  HISTORY     - 1944     GOOD             CGS
 BZ1241  HISTORY     - 1948     GOOD             CGS
 BZ1241  HISTORY     - 19950715 GOOD             USPSQD
 BZ1241  HISTORY     - 20031011 GOOD             USPSQD
 BZ1241
 BZ1241                          STATION DESCRIPTION
 BZ1241
 BZ1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1241'THERE ARE TWO CHURCHES IN ABBOTT DIRECTLY ACROSS THE STREET
 BZ1241'FROM EACH OTHER.  THE ONE WITH THE TALLEST SPIRE IS THE METHODIST
 BZ1241'CHURCH.  BOTH ARE UNCHANGED SINCE 1919.
 BZ1241
 BZ1241                          STATION RECOVERY (1944)
 BZ1241
 BZ1241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1241'STATION IS THE TIP OF THE SPIRE OF THE ABBOTT METHODIST CHURCH,
 BZ1241'IN EAST PART OF THE VILLAGE OF ABBOTT.  THE SPIRE IS ON THE
 BZ1241'SW CORNER OF THE BUILDING.  IT IS PYRAMID-SHAPED, HAS A SHINGLE
 BZ1241'ROOF, AND IS ABOUT 50 FEET HIGH.
 BZ1241
 BZ1241                          STATION RECOVERY (1948)
 BZ1241
 BZ1241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1241'THE STATION IS LOCATED IN THE TOWN OF ABBOTT ABOUT 200 FEET
 BZ1241'EAST OF THE POST OFFICE AND 200 FEET NORTHEAST OF THE WATER
 BZ1241'TANK IN THE NORTHEAST ANGLE OF A STREET INTERSECTION.
 BZ1241'
 BZ1241'THE BUILDING IS OF WOODEN CONSTRUCTION, 50 FEET LONG AND 40
 BZ1241'FEET WIDE, FACES WEST AND IS PAINTED WHITE.  THERE IS A STEEPLE
 BZ1241'ON THE WEST END OF THE CHURCH WHICH IS 60 FEET HIGH.
 BZ1241'
 BZ1241'THE POINT INTERSECTED WAS THE TOP OF THE STEEPLE.
 BZ1241
 BZ1241                          STATION RECOVERY (1995)
 BZ1241
 BZ1241'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1241'RECOVERED IN GOOD CONDITION.
 BZ1241
 BZ1241                          STATION RECOVERY (2003)
 BZ1241
 BZ1241'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1239 ***********************************************************************
 BZ1239  DESIGNATION -  ABBOTT MUNICIPAL TANK
 BZ1239  PID         -  BZ1239
 BZ1239  STATE/COUNTY-  TX/HILL
 BZ1239  USGS QUAD   -  ABBOTT (1979)
 BZ1239
 BZ1239                         *CURRENT SURVEY CONTROL
 BZ1239  ___________________________________________________________________
 BZ1239* NAD 83(1993)-  31 53 04.75960(N)    097 04 18.22598(W)     ADJUSTED  
 BZ1239* NAVD 88     -                                                        
 BZ1239  ___________________________________________________________________
 BZ1239  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 BZ1239  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BZ1239
 BZ1239  HORZ ORDER  -  THIRD
 BZ1239
 BZ1239.The horizontal coordinates were established by classical geodetic methods
 BZ1239.and adjusted by the National Geodetic Survey in February 1996..
 BZ1239
 BZ1239
 BZ1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1239
 BZ1239.The geoid height was determined by GEOID03.
 BZ1239
 BZ1239;                    North         East     Units Scale Factor Converg.
 BZ1239;SPC TXNC     - 2,025,092.746   735,136.852   MT  1.00007815   +0 46 44.3
 BZ1239;SPC TXNC     - 6,643,991.78  2,411,861.49   sFT  1.00007815   +0 46 44.3
 BZ1239;SPC TX C     - 3,250,410.442 1,008,540.302   MT  1.00000036   +1 40 47.7
 BZ1239;SPC TX C     -10,664,054.93  3,308,852.64   sFT  1.00000036   +1 40 47.7
 BZ1239;UTM  14      - 3,529,272.163   682,378.437   MT  1.00001023   +1 01 07.7
 BZ1239
 BZ1239                          SUPERSEDED SURVEY CONTROL
 BZ1239
 BZ1239  NAD 83(1986)-  31 53 04.76772(N)    097 04 18.20681(W) AD(       ) 4
 BZ1239  NAD 27      -  31 53 04.19900(N)    097 04 17.19600(W) AD(       ) 3
 BZ1239
 BZ1239.Superseded values are not recommended for survey control.
 BZ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1239.See file dsdata.txt to determine how the superseded data were derived.
 BZ1239
 BZ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8237829272(NAD 83)
 BZ1239_MARKER: 53 = ELEVATED TANK
 BZ1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1239+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1239
 BZ1239  HISTORY     - Date     Condition        Report By
 BZ1239  HISTORY     - 1944     FIRST OBSERVED   CGS
 BZ1239  HISTORY     - 1948     GOOD             CGS
 BZ1239  HISTORY     - 19950715 GOOD             USPSQD
 BZ1239  HISTORY     - 20031011 GOOD             USPSQD
 BZ1239
 BZ1239                          STATION DESCRIPTION
 BZ1239
 BZ1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1239'STATION IS THE APEX OF THE MUNICIPAL WATER TANK LOCATED IN THE E
 BZ1239'PART OF THE VILLAGE OF ABBOTT, 200 YARDS E OF THE RAILROAD,
 BZ1239'AND S OF THE MAIN STREET.  THE TANK IS SUPPORTED BY FOUR
 BZ1239'ANGLE-IRON LEGS, IS PAINTED BLACK, AND IS ABOUT 100 FEET HIGH.
 BZ1239
 BZ1239                          STATION RECOVERY (1948)
 BZ1239
 BZ1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1239'THE STATION IS LOCATED IN THE TOWN OF ABBOTT ABOUT 100 YARDS
 BZ1239'EAST OF THE DEPOT AND 150 FEET SOUTH OF THE POST OFFICE.
 BZ1239'
 BZ1239'THE TANK IS OF STEEL CONSTRUCTION, 100 FEET HIGH, FOUR-LEGGED,
 BZ1239'25 FEET SQUARE AT THE BASE AND PAINTED BLACK.
 BZ1239'
 BZ1239'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 BZ1239
 BZ1239                          STATION RECOVERY (1995)
 BZ1239
 BZ1239'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1239'RECOVERED IN GOOD CONDITION.
 BZ1239
 BZ1239                          STATION RECOVERY (2003)
 BZ1239
 BZ1239'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5253 ***********************************************************************
 AH5253  DESIGNATION -  ABBY ET
 AH5253  PID         -  AH5253
 AH5253  STATE/COUNTY-  TX/HOOD
 AH5253  USGS QUAD   -  NEMO (1979)
 AH5253
 AH5253                         *CURRENT SURVEY CONTROL
 AH5253  ___________________________________________________________________
 AH5253* NAD 83(1993)-  32 19 59.88292(N)    097 40 24.06579(W)     ADJUSTED  
 AH5253* NAVD 88     -       228.4    (meters)     749.     (feet)  VERTCON   
 AH5253  ___________________________________________________________________
 AH5253  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AH5253  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AH5253
 AH5253  HORZ ORDER  -  THIRD
 AH5253
 AH5253.The horizontal coordinates were established by classical geodetic methods
 AH5253.and adjusted by the National Geodetic Survey in July 1998..
 AH5253
 AH5253.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5253
 AH5253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5253
 AH5253.The geoid height was determined by GEOID03.
 AH5253
 AH5253;                    North         East     Units Scale Factor Converg.
 AH5253;SPC TXNC     - 2,074,230.467   677,824.068   MT  0.99995062   +0 27 03.1
 AH5253;SPC TXNC     - 6,805,204.46  2,223,827.80   sFT  0.99995062   +0 27 03.1
 AH5253;UTM  14      - 3,578,153.753   624,858.423   MT  0.99979225   +0 42 34.7
 AH5253
 AH5253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5253!SPC TXNC     -   0.99996853  x   0.99995062  =   0.99991915
 AH5253!UTM  14      -   0.99996853  x   0.99979225  =   0.99976078
 AH5253
 AH5253                          SUPERSEDED SURVEY CONTROL
 AH5253
 AH5253  NGVD 29 (07/28/98)  228.4    (m)          749.     (f) VERT ANG       
 AH5253
 AH5253.Superseded values are not recommended for survey control.
 AH5253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5253.See file dsdata.txt to determine how the superseded data were derived.
 AH5253
 AH5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA2485878154(NAD 83)
 AH5253_MARKER: DS = TRIANGULATION STATION DISK
 AH5253_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5253_PROJECTION: FLUSH
 AH5253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5253+STABILITY: SURFACE MOTION
 AH5253
 AH5253  HISTORY     - Date     Condition        Report By
 AH5253  HISTORY     - 1959     MONUMENTED       USGS
 AH5253  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AH5253
 AH5253                          STATION DESCRIPTION
 AH5253
 AH5253'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5253'STATION IS LOCATED IN HOOD COUNTY, TEXAS, ABOUT 10 MI. SE. OF
 AH5253'GRANBURY, 8 MI. NE. OF GLEN ROSE, IN THE ABBY BEND OF THE BRAZOS
 AH5253'RIVER, ON THE TOP OF A SMALL RISE IN A PASTURE, 62 FT. N. OF THE
 AH5253'CENTERLINE OF AN E-W. RD. AND 17 FT. S. OF A SMALL TREE.
 AH5253'TO REACH THE STATION FROM NEMO (A SMALL SETTLEMENT ABOUT 6 MI. E. OF
 AH5253'GLEN ROSE), GO E. FOR 0.2 MI. TO CROSSROADS AND FARM ROAD 199, TURN
 AH5253'LEFT AND GO N. ON FARM ROAD 199 FOR 0.8 MI. TO U.S. HIGHWAY 67, TURN
 AH5253'RIGHT AND GO 0.2 MI. E. TO T-JUNCTION, TURN LEFT AND GO N. ON FARM
 AH5253'ROAD 199 FOR 1.4 MI. TO T-JUNCTION, TURN RIGHT ON FARM ROAD 2174 AND
 AH5253'GO E. AND N. FOR 4.4 MI. TO END OF PAVEMENT JUST AFTER TURNING W.,
 AH5253'CONTINUE W. ON DIRT RD. FOR 1.1 MI. TO TOP OF RISE AND STATION.
 AH5253'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.4 FT.
 AH5253'AND STAMPED---ABBY ET 1959---.
 AH5253
 AH5253                          STATION RECOVERY (2004)
 AH5253
 AH5253'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 AH5253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2362 ***********************************************************************
 AH2362  DESIGNATION -  ABC ET
 AH2362  PID         -  AH2362
 AH2362  STATE/COUNTY-  TX/ECTOR
 AH2362  USGS QUAD   -  ODESSA SE (1981)
 AH2362
 AH2362                         *CURRENT SURVEY CONTROL
 AH2362  ___________________________________________________________________
 AH2362* NAD 83(1993)-  31 51 00.10862(N)    102 22 13.17653(W)     ADJUSTED  
 AH2362* NAVD 88     -       938.0    (meters)    3077.     (feet)  VERTCON   
 AH2362  ___________________________________________________________________
 AH2362  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AH2362  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AH2362
 AH2362  HORZ ORDER  -  THIRD
 AH2362
 AH2362.The horizontal coordinates were established by classical geodetic methods
 AH2362.and adjusted by the National Geodetic Survey in July 1998..
 AH2362
 AH2362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2362
 AH2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2362
 AH2362.The geoid height was determined by GEOID03.
 AH2362
 AH2362;                    North         East     Units Scale Factor Converg.
 AH2362;SPC TX C     - 3,243,812.626   507,217.912   MT  0.99999122   -1 02 57.0
 AH2362;SPC TX C     -10,642,408.59  1,664,097.43   sFT  0.99999122   -1 02 57.0
 AH2362;UTM  13      - 3,526,827.425   748,829.128   MT  1.00036368   +1 23 18.2
 AH2362
 AH2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2362!SPC TX C     -   0.99985649  x   0.99999122  =   0.99984771
 AH2362!UTM  13      -   0.99985649  x   1.00036368  =   1.00022012
 AH2362
 AH2362                          SUPERSEDED SURVEY CONTROL
 AH2362
 AH2362  NGVD 29 (07/28/98)  937.6    (m)         3076.     (f) VERT ANG       
 AH2362
 AH2362.Superseded values are not recommended for survey control.
 AH2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2362.See file dsdata.txt to determine how the superseded data were derived.
 AH2362
 AH2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR4882926827(NAD 83)
 AH2362_MARKER: DS = TRIANGULATION STATION DISK
 AH2362
 AH2362  HISTORY     - Date     Condition        Report By
 AH2362  HISTORY     - 1964     MONUMENTED       USGS
 AH2362
 AH2362                          STATION DESCRIPTION
 AH2362
 AH2362'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH2362'LOCATED ON TOP OF THE AMERICAN BANK OF COMMERCE BUILDING IN ODESSA.
 AH2362'THE STATION MARK IS CENTERED UNDER A 45 FT. PYLON ON THE ROOF.
 AH2362'STATION MARK--STANDARD TABLET STAMPED---ABC-ET 1964---, CEMENTED IN
 AH2362'THE CONCRETE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1749 ***********************************************************************
 FL1749  DESIGNATION -  ABELL
 FL1749  PID         -  FL1749
 FL1749  STATE/COUNTY-  TX/CARSON
 FL1749  USGS QUAD   -  ABELL (1965)
 FL1749
 FL1749                         *CURRENT SURVEY CONTROL
 FL1749  ___________________________________________________________________
 FL1749* NAD 83(1993)-  35 23 33.63204(N)    101 26 06.16469(W)     ADJUSTED  
 FL1749* NAVD 88     -      1069.     (meters)    3507.     (feet)  SCALED    
 FL1749  ___________________________________________________________________
 FL1749  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FL1749  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 FL1749
 FL1749  HORZ ORDER  -  THIRD
 FL1749
 FL1749.The horizontal coordinates were established by classical geodetic methods
 FL1749.and adjusted by the National Geodetic Survey in February 1996..
 FL1749
 FL1749.The orthometric height was scaled from a topographic map.
 FL1749
 FL1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1749
 FL1749.The geoid height was determined by GEOID03.
 FL1749
 FL1749;                    North         East     Units Scale Factor Converg.
 FL1749;SPC TX N     - 1,154,500.608   205,900.563   MT  0.99991097   +0 02 15.5
 FL1749;SPC TX N     - 3,787,724.08    675,525.43   sFT  0.99991097   +0 02 15.5
 FL1749;UTM  14      - 3,919,313.537   278,842.687   MT  1.00020279   -1 24 39.2
 FL1749
 FL1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1749!SPC TX N     -   0.99983648  x   0.99991097  =   0.99974746
 FL1749!UTM  14      -   0.99983648  x   1.00020279  =   1.00003923
 FL1749
 FL1749:                Primary Azimuth Mark                     Grid Az
 FL1749:SPC TX N     -  ABELL AZ MK                              063 06 49.1
 FL1749:UTM  14      -  ABELL AZ MK                              064 33 43.8
 FL1749
 FL1749|---------------------------------------------------------------------|
 FL1749| PID    Reference Object                     Distance      Geod. Az  |
 FL1749|                                                           dddmmss.s |
 FL1749| CJ5570 ABELL AZ MK                                        0630904.6 |
 FL1749| FL1739 PANHANDLE EAST GRAIN ELEVATOR       APPROX. 7.9 KM 1360514.2 |
 FL1749| FL1747 PANHANDLE MUNICIPAL TANK            APPROX. 7.6 KM 1384011.3 |
 FL1749| CJ5571 ABELL RM 1                           13.282 METERS 17655     |
 FL1749| CJ5572 ABELL RM 2                           16.195 METERS 26835     |
 FL1749|---------------------------------------------------------------------|
 FL1749
 FL1749                          SUPERSEDED SURVEY CONTROL
 FL1749
 FL1749  NAD 83(1993)-  35 23 33.63531(N)    101 26 06.16087(W) AD(       ) 3
 FL1749  NAD 83(1986)-  35 23 33.63889(N)    101 26 06.15522(W) AD(       ) 3
 FL1749  NAD 27      -  35 23 33.46700(N)    101 26 04.54600(W) AD(       ) 3
 FL1749
 FL1749.Superseded values are not recommended for survey control.
 FL1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1749.See file dsdata.txt to determine how the superseded data were derived.
 FL1749
 FL1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7884319314(NAD 83)
 FL1749_MARKER: DS = TRIANGULATION STATION DISK
 FL1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1749
 FL1749  HISTORY     - Date     Condition        Report By
 FL1749  HISTORY     - 1951     MONUMENTED       CGS
 FL1749  HISTORY     - 1956     GOOD             CGS
 FL1749  HISTORY     - 1965     GOOD             USGS
 FL1749  HISTORY     - 1967     SEE DESCRIPTION  CGS
 FL1749
 FL1749                          STATION DESCRIPTION
 FL1749
 FL1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1749'STATION IS LOCATED, AIRLINE, ABOUT 4-1/2 MILES NORTHWEST OF
 FL1749'PANHANDLE, 1.2 MILES EAST OF ABELL, ON THE PROPERTY OF THE
 FL1749'ROAD RIGHT-OF-WAY.  IT IS ON HIGH ROLLING LAND ALONG THE EAST
 FL1749'SIDE OF A NORTH-SOUTH GRADED DIRT ROAD.
 FL1749'
 FL1749'STATION MARK, STAMPED ABELL 1951, IS A STANDARD DISK SET IN
 FL1749'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FL1749'INCHES.  IT IS 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 3
 FL1749'FEET WEST OF THE FENCE LINE AND 6.3 FEET SOUTHWEST OF A WITNESS
 FL1749'POST.
 FL1749'
 FL1749'REFERENCE MARK NUMBER 1, STAMPED ABELL NO 1 1951, IS A STANDARD
 FL1749'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1749'PROJECTS 3 INCHES AND IS THE SAME ELEVATION AS THE STATION.  IT
 FL1749'IS 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 18 INCHES WEST OF
 FL1749'THE FENCE LINE AND IN THE ROAD RIGHT-OF-WAY.
 FL1749'
 FL1749'REFERENCE MARK NUMBER 2, STAMPED ABELL NO 2 1951, IS A STANDARD
 FL1749'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1749'PROJECTS 3 INCHES AND IS THE SAME ELEVATION AS THE STATION.
 FL1749'IT IS 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 24 INCHES
 FL1749'EAST OF THE FENCE LINE AND IN THE ROAD RIGHT-OF-WAY.
 FL1749'
 FL1749'AZIMUTH MARK, STAMPED ABELL 1951, IS A STANDARD DISK SET IN THE
 FL1749'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 FL1749'TO REACH FROM THE STATION GO NORTH ON THE GRADED ROAD FOR 0.35
 FL1749'MILE.  TURN RIGHT ON GRADED ROAD AND GO 0.9 MILE TO THE AZIMUTH
 FL1749'MARK ON THE RIGHT.  IT IS 30 FEET SOUTH OF THE CENTERLINE OF
 FL1749'THE ROAD AND 8 INCHES SOUTH OF THE FENCE LINE.
 FL1749'
 FL1749'THE STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD CROSSING
 FL1749'ABOUT 75 YARDS EAST OF THE DEPOT IN PANHANDLE, GO NORTH ON
 FL1749'STATE HIGHWAY 117 FOR 4.0 MILES TO A DIRT CROSS ROAD.  TURN LEFT,
 FL1749'WEST, AND GO 3.0 MILES TO A CROSS ROAD.  TURN LEFT, SOUTH, AND
 FL1749'GO 0.35 MILE TO THE STATION ON THE LEFT SIDE OF THE ROAD.
 FL1749'
 FL1749'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FL1749
 FL1749                          STATION RECOVERY (1956)
 FL1749
 FL1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1749'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL1749'IN GOOD CONDITION BUT GRADERS HAVE CUT CLOSE AND DEEP AND A
 FL1749'GOOD RAIN MIGHT CAUSE THE BASES TO BECOME LOOSE.  NO ATTEMPT WAS
 FL1749'MADE TO RECOVER THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING
 FL1749'TO STATION SITE ARE CORRECT EXCEPT THAT S.H. 117 IS NOW S.H.
 FL1749'15.
 FL1749
 FL1749                          STATION RECOVERY (1965)
 FL1749
 FL1749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FL1749'STATION FOUND DESTROYED.  THE POST HAS BEEN PULLED COMPLETELY
 FL1749'OUT OF GROUND AND THE BATLET PORTION HAS BEEN BROKEN OFF OF
 FL1749'THE POST.
 FL1749'
 FL1749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 FL1749'MILES NW FROM PANHANDLE
 FL1749
 FL1749                          STATION RECOVERY (1967)
 FL1749
 FL1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FL1749'THE STATION SURFACE AND SUB-MARKS WERE FOUND TO BE DESTROYED.  THE
 FL1749'MARKS WERE FOUND LAYING ON TOP OF THE GROUND.  REFERENCE MARKS NO. 1
 FL1749'AND NO. 2 HAVE ALSO BEEN DESTROYED.  THE AZIMUTH MARK WAS FOUND TO
 FL1749'BE IN POOR CONDITION.  THE CONCRETE POST WAS LEANING DUE TO EROSION.
 FL1749'
 FL1749'THE STATION MARKS AND REFERENCE MARKS WERE PROBABLY DESTROYED WHEN
 FL1749'THE RIGHT-OF-WAY WAS WIDENED.
 FL1749'
 FL1749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 FL1749'NORTHWEST OF PANHANDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1250 ***********************************************************************
 AH1250  DESIGNATION -  ABER 1933
 AH1250  PID         -  AH1250
 AH1250  STATE/COUNTY-  TX/NUECES
 AH1250  USGS QUAD   -  OSO CREEK NE (1975)
 AH1250
 AH1250                         *CURRENT SURVEY CONTROL
 AH1250  ___________________________________________________________________
 AH1250* NAD 83(1993)-  27 43 48.84163(N)    097 21 19.29810(W)     ADJUSTED  
 AH1250* NAVD 88     -         7.     (meters)      23.     (feet)  VERTCON   
 AH1250  ___________________________________________________________________
 AH1250  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AH1250  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AH1250
 AH1250  HORZ ORDER  -  THIRD
 AH1250
 AH1250.The horizontal coordinates were established by classical geodetic methods
 AH1250.and adjusted by the National Geodetic Survey in February 1996..
 AH1250
 AH1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1250
 AH1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1250
 AH1250.The geoid height was determined by GEOID03.
 AH1250
 AH1250;                    North         East     Units Scale Factor Converg.
 AH1250;SPC TX S     - 5,229,144.113   412,863.701   MT  0.99997552   +0 31 10.8
 AH1250;SPC TX S     -17,155,950.31  1,354,536.99   sFT  0.99997552   +0 31 10.8
 AH1250;UTM  14      - 3,068,402.425   662,118.724   MT  0.99992442   +0 45 55.6
 AH1250
 AH1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1250!SPC TX S     -   1.00000307  x   0.99997552  =   0.99997859
 AH1250!UTM  14      -   1.00000307  x   0.99992442  =   0.99992749
 AH1250
 AH1250:                Primary Azimuth Mark                     Grid Az
 AH1250:SPC TX S     -  CORPUS CHRI RAD STA KRIS TOWER           262 48 27.5
 AH1250:UTM  14      -  CORPUS CHRI RAD STA KRIS TOWER           262 33 42.7
 AH1250
 AH1250|---------------------------------------------------------------------|
 AH1250| PID    Reference Object                     Distance      Geod. Az  |
 AH1250|                                                           dddmmss.s |
 AH1250| AH1312 CORPUS CHRI RAD STA KRIS TOWER      APPROX. 2.4 KM 2631938.3 |
 AH1250| AH1255 ABER 1933 RM USE                     46.360 METERS 34244     |
 AH1250|---------------------------------------------------------------------|
 AH1250
 AH1250                          SUPERSEDED SURVEY CONTROL
 AH1250
 AH1250  NAD 83(1986)-  27 43 48.85242(N)    097 21 19.27562(W) AD(       ) 3
 AH1250  NAD 27      -  27 43 47.74000(N)    097 21 18.31000(W) AD(       ) 3
 AH1250  NGVD 29 (06/28/90)    7.     (m)           23.     (f) VERT ANG       
 AH1250
 AH1250.Superseded values are not recommended for survey control.
 AH1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1250.See file dsdata.txt to determine how the superseded data were derived.
 AH1250
 AH1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6211968402(NAD 83)
 AH1250_MARKER: DS = TRIANGULATION STATION DISK
 AH1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1250_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1250+STABILITY: SURFACE MOTION
 AH1250
 AH1250  HISTORY     - Date     Condition        Report By
 AH1250  HISTORY     - 1933     MONUMENTED       CGS
 AH1250  HISTORY     - 1937     GOOD             LOCENG
 AH1250  HISTORY     - 1938     GOOD             WESGEO
 AH1250  HISTORY     - 1949     GOOD             CGS
 AH1250  HISTORY     - 1977     GOOD             NGS
 AH1250  HISTORY     - 1978     GOOD             LOCENG
 AH1250  HISTORY     - 1985     GOOD             NGS
 AH1250  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH1250  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1250  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH1250
 AH1250                          STATION DESCRIPTION
 AH1250
 AH1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1250'STATION IS LOCATED ABOUT 5 MILES SE OF THE PLAZE HOTEL IN
 AH1250'CORPUS CHRISTI, ON THE W SHORE OF CORPUS CHRISTI BAY.  IT
 AH1250'IS 0.4 MILE SE OF THE EIDSON LODGES ON THE BAY SHORE, 39
 AH1250'METERS SW OF EDGE OF 16-FOOT BLUFF AT BAY SHORE, AND 16
 AH1250'METERS NE OF THE CENTER LINE OF THE CORPUS CHRISTI-FLOUR
 AH1250'BLUFF HIGHWAY.
 AH1250'
 AH1250'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN
 AH1250'CONCRETE.  NO REFERENCE MARK WAS SET.
 AH1250'
 AH1250'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1250'WINDMILL AT RED-ROOFED FARMHOUSE (0.7 MILE DISTANT), 163 DEG.
 AH1250'PLAZA HOTEL, 323 DEG.
 AH1250'
 AH1250'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 AH1250
 AH1250                          STATION RECOVERY (1937)
 AH1250
 AH1250'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 AH1250'RECOVERED BY GEOTECHNICAL CORPORATION
 AH1250'
 AH1250'RECOVERED.
 AH1250
 AH1250                          STATION RECOVERY (1938)
 AH1250
 AH1250'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AH1250'RECOVERED IN GOOD CONDITION.
 AH1250
 AH1250                          STATION RECOVERY (1949)
 AH1250
 AH1250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1250'STATION RECOVERED IN GOOD CONDITION.  BECAUSE OF DEVELOPMENT
 AH1250'OF THE AREA AND RESULTING CHANGES THE ORIGINAL DESCRIPTION
 AH1250'IS INADEQUATE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 AH1250'
 AH1250'STATION IS LOCATED APPROXIMATELY 5 MILES SE OF THE PLAZA
 AH1250'HOTEL IN CORPUS CHRISTI, ON THE W SHORE OF CORPUS CHRISTI
 AH1250'BAY.  IT IS APPROXIMATELY 1,500 FEET SE OF THE INTERSECTION
 AH1250'OF AIRLINE ROAD AND OCEAN DRIVE, AT THE FIRST HOUSE ON THE
 AH1250'BAY SIDE OF OCEAN DRIVE SE OF THE END OF PALOMA STREET WHICH
 AH1250'IS 4920 OCEAN DRIVE, THE RESIDENCE OF GUY I. WARREN, A LOW,
 AH1250'RAMBLING WHITE PAINTED BRICK STRUCTURE WITH A TWO-CAR GARAGE
 AH1250'ON THE NW END.  ON SE EDGE OF DRIVEWAY TO THE WARREN GARAGE,
 AH1250'67.7 FEET E OF CENTER LINE OF OCEAN DRIVE, 35.7 FEET NE
 AH1250'OF CENTER ROUND COVER OF WATER-METER BOX IN FRONT LAWN, AND
 AH1250'AT END OF WALK FROM FRONT ENTRANCE TO THE GARAGE.
 AH1250'
 AH1250'BUILDINGS AND SHRUBBERY LIMIT VISIBILITY FROM THE GROUND AT
 AH1250'THE STATION IN ALL DIRECTIONS EXCEPT TO THE SW.
 AH1250'
 AH1250'A U.S.E. STATION IS 152.10 FEET (DISTANCE BY U.S.E.) FROM THE
 AH1250'STATION AND NEAR THE EDGE OF THE BLUFF, IN VACANT LOT NW
 AH1250'OF 4920 OCEAN DRIVE.
 AH1250'
 AH1250'STATION MARK IS A BRONZE STATION DISK, STAMPED ABER 1933,
 AH1250'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUEMNT PROJECTING
 AH1250'4 INCHES ABOVE GROUND.
 AH1250
 AH1250                          STATION RECOVERY (1977)
 AH1250
 AH1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1250'STATION MARK RECOVERED AS DESCRIBED IN THE 1949 DESCRIPTION.  MARK
 AH1250'IS NOW FLUSH WITH THE ASPHALT DRIVEWAY TO GARAGE, ABOUT W OF THE S
 AH1250'SIDE AND IN FRONT OF GARAGE.  STATION IS STILL ON THE WARREN
 AH1250'RESIDENCE.  THERE ARE NO REFERENCE MARKS TO THIS STATION.
 AH1250'
 AH1250'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN E SIDE OF
 AH1250'CORPUS CHRISTI.
 AH1250
 AH1250                          STATION RECOVERY (1978)
 AH1250
 AH1250'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (AG)
 AH1250'ABER 1933 RECOVERED EXCELLENT, PER DESCRIPTION.
 AH1250'
 AH1250'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SE OF CORPUS
 AH1250'CHRISTI.
 AH1250
 AH1250                          STATION RECOVERY (1985)
 AH1250
 AH1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1250'THE STATION WAS RECOVERED AT THIS DATE.
 AH1250'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. THE REFERENCE
 AH1250'MARKS WAS NOT RECOVERED AND WAS PROBABLY DESTROYED BY ROAD WORK.
 AH1250'THE STATION IS IN A PAVED DRIVEWAY OF A PRIVATE RESIDENCE AND WILL
 AH1250'NOT SEE OUT DUE TO A HOUSE AND THE HIGH WALL AROUND THE PROPERTY.
 AH1250'THE STATION WAS NOT OCCUPIED FOR HORIZONTAL DIRECTIONS BUT A POLE
 AH1250'AND MIRROR WAS USED TO MAKE AN EDM TIE TO STATION SWATNER.
 AH1250'
 AH1250'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 AH1250'NORTHWEST OF THE PADRE ISLAND NAVAL AIR STATION, 5.3 KM (3.3 MI)
 AH1250'SOUTHEAST OF THE CORPUS CHRISTI CITY HALL AND AT 4920 OCEAN DRIVE.
 AH1250'OWNERSHIP--MRS GUY WARREN, 4920 OCEAN DRIVE, CORPUS CHRISTI TX
 AH1250'78412, PHONE 512-991-5580.
 AH1250'
 AH1250'TO REACH THE STATION FROM THE CORPUS CHRISTI CITY HALL, GO SOUTH ON
 AH1250'OCEAN DRIVE FOR 5.3 KM (3.3 MI) TO DODDRIDGE AVENUE. CONTINUE AHEAD
 AH1250'FOR 2.7 KM (1.7 MI) TO PALOMA STREET. TURN LEFT, CROSSING MEDIAN
 AH1250'AND NORTHBOUND LANES FOR ABOUT 50 METERS (164 FT) TO A DRIVEWAY ON
 AH1250'THE RIGHT AND THE STATION IN DRIVEWAY IN FRONT OF A GARAGE.
 AH1250'
 AH1250'THE STATION IS A STANDARD NGS DISK
 AH1250'STAMPED---ABER 1933---,
 AH1250'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AH1250'20 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 AH1250'8.5 METERS (28.0 FT) EAST FROM A BRICK WALL,
 AH1250'6.46 METERS (21.2 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF
 AH1250'HOUSE AND
 AH1250'4.3 METERS (14.1 FT) NORTH FROM A FLAGSTONE WALK.
 AH1250'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1250'STAMPED---ABER 1933---,
 AH1250'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AH1250'
 AH1250'HEIGHT OF LIGHT SHOWN WAS 7.89 METERS ABOVE THE MARK.
 AH1250'
 AH1250'DESCRIBED BY D. L. MCFARLAND.
 AH1250
 AH1250                          STATION RECOVERY (1989)
 AH1250
 AH1250'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 AH1250'MARK NOT FOUND.
 AH1250
 AH1250                          STATION RECOVERY (2001)
 AH1250
 AH1250'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1250'MARK NOT FOUND.
 AH1250
 AH1250                          STATION RECOVERY (2002)
 AH1250
 AH1250'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH1250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1255 ***********************************************************************
 AH1255  DESIGNATION -  ABER 1933 RM USE
 AH1255  PID         -  AH1255
 AH1255  STATE/COUNTY-  TX/NUECES
 AH1255  USGS QUAD   -  OSO CREEK NE (1975)
 AH1255
 AH1255                         *CURRENT SURVEY CONTROL
 AH1255  ___________________________________________________________________
 AH1255* NAD 83(1993)-  27 43 50.27979(N)    097 21 19.80068(W)     ADJUSTED  
 AH1255* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1255  ___________________________________________________________________
 AH1255  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AH1255  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AH1255
 AH1255  HORZ ORDER  -  THIRD
 AH1255
 AH1255.The horizontal coordinates were established by classical geodetic methods
 AH1255.and adjusted by the National Geodetic Survey in February 1996..
 AH1255
 AH1255.The orthometric height was scaled from a topographic map.
 AH1255
 AH1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1255
 AH1255.The geoid height was determined by GEOID03.
 AH1255
 AH1255;                    North         East     Units Scale Factor Converg.
 AH1255;SPC TX S     - 5,229,188.255   412,849.534   MT  0.99997561   +0 31 10.6
 AH1255;SPC TX S     -17,156,095.13  1,354,490.51   sFT  0.99997561   +0 31 10.6
 AH1255;UTM  14      - 3,068,446.504   662,104.369   MT  0.99992436   +0 45 55.4
 AH1255
 AH1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1255!SPC TX S     -   1.00000337  x   0.99997561  =   0.99997898
 AH1255!UTM  14      -   1.00000337  x   0.99992436  =   0.99992773
 AH1255
 AH1255                          SUPERSEDED SURVEY CONTROL
 AH1255
 AH1255  NAD 83(1986)-  27 43 50.29056(N)    097 21 19.77821(W) AD(       ) 3
 AH1255  NAD 27      -  27 43 49.17800(N)    097 21 18.81200(W) AD(       ) 3
 AH1255
 AH1255.Superseded values are not recommended for survey control.
 AH1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1255.See file dsdata.txt to determine how the superseded data were derived.
 AH1255
 AH1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6210468447(NAD 83)
 AH1255_MARKER: DR = REFERENCE MARK DISK
 AH1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1255_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1255+STABILITY: SURFACE MOTION
 AH1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1255+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AH1255
 AH1255  HISTORY     - Date     Condition        Report By
 AH1255  HISTORY     - 1949     MONUMENTED       USE
 AH1255  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH1255  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1255  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH1255  HISTORY     - 20040312 GOOD             USPSQD
 AH1255
 AH1255                          STATION DESCRIPTION
 AH1255
 AH1255'DESCRIBED BY US ENGINEERS 1949 (CWC)
 AH1255'STATION IS LOCATED ABOUT 5 MILES SE OF THE PLAZA HOTEL IN
 AH1255'CORPUS CHRISTI, ON THE W SHORE OF CORPUS CHRISTI BAY, ALONG
 AH1255'OCEAN DRIVE AT THE ITNERSECTION OF PALOMA STREET, WHICH IS
 AH1255'4920 OCEAN DRIVE.  IT IS 170 FEET SE OF THE INTERSECTION OF
 AH1255'PALOMA STREET AND OCEAN DRIVE, 75 FEET N OF THE W END OF A
 AH1255'DOG KENNEL OF THE RESIDENCE OF GUY I. WARREN, AND 18 FEET W
 AH1255'OF THE W END OF A WOODEN WALKWAY DOWN THE BLUFF.
 AH1255'
 AH1255'STATION IS A STANDARD U.S.E. REFERENCE-MARK DISK SET IN
 AH1255'CONCRETE AND STAMPED ABER 152.1 FT.  THE MONUMENT IS ABOUT
 AH1255'FLUSH WITH THE GROUND.
 AH1255
 AH1255                          STATION RECOVERY (1997)
 AH1255
 AH1255'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1255'MARK NOT FOUND.
 AH1255
 AH1255                          STATION RECOVERY (2001)
 AH1255
 AH1255'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1255'MARK NOT FOUND.
 AH1255
 AH1255                          STATION RECOVERY (2002)
 AH1255
 AH1255'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH1255'MARK NOT FOUND.
 AH1255
 AH1255                          STATION RECOVERY (2004)
 AH1255
 AH1255'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0682 ***********************************************************************
 DP0682  DESIGNATION -  ABERNATHY
 DP0682  PID         -  DP0682
 DP0682  STATE/COUNTY-  TX/HALE
 DP0682  USGS QUAD   -  ABERNATHY (1985)
 DP0682
 DP0682                         *CURRENT SURVEY CONTROL
 DP0682  ___________________________________________________________________
 DP0682* NAD 83(1993)-  33 50 40.84849(N)    101 45 25.42013(W)     ADJUSTED  
 DP0682* NAVD 88     -      1012.     (meters)    3320.     (feet)  SCALED    
 DP0682  ___________________________________________________________________
 DP0682  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 DP0682  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DP0682
 DP0682  HORZ ORDER  -  THIRD
 DP0682
 DP0682.This mark is at Abernathy Municipal Airport (F83)
 DP0682
 DP0682.The horizontal coordinates were established by classical geodetic methods
 DP0682.and adjusted by the National Geodetic Survey in February 1996..
 DP0682
 DP0682.The orthometric height was scaled from a topographic map.
 DP0682
 DP0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0682
 DP0682.The geoid height was determined by GEOID03.
 DP0682
 DP0682;                    North         East     Units Scale Factor Converg.
 DP0682;SPC TXNC     - 2,246,201.442   298,608.410   MT  0.99996825   -1 46 35.0
 DP0682;SPC TXNC     - 7,369,412.56    979,684.43   sFT  0.99996825   -1 46 35.0
 DP0682;UTM  14      - 3,748,354.680   244,891.246   MT  1.00040237   -1 32 10.9
 DP0682
 DP0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0682!SPC TXNC     -   0.99984510  x   0.99996825  =   0.99981336
 DP0682!UTM  14      -   0.99984510  x   1.00040237  =   1.00024741
 DP0682
 DP0682:                Primary Azimuth Mark                     Grid Az
 DP0682:SPC TXNC     -  PETERSBURG FINKER FARM SILO              072 46 37.0
 DP0682:UTM  14      -  PETERSBURG FINKER FARM SILO              072 32 12.9
 DP0682
 DP0682|---------------------------------------------------------------------|
 DP0682| PID    Reference Object                     Distance      Geod. Az  |
 DP0682|                                                           dddmmss.s |
 DP0682| DP0664 PETERSBURG FINKER FARM SILO         APPROX.12.2 KM 0710002.0 |
 DP0682| DP0660 PETERSBURG MUNICIPAL TANK           APPROX.15.1 KM 0791337.6 |
 DP0682| DP0661 PETERSBURG ATT MICRO RELAY MST      APPROX.13.8 KM 0910602.1 |
 DP0682| CJ5574 ABERNATHY RM 1                       14.876 METERS 16102     |
 DP0682| CJ5573 ABERNATHY AZ MK                                    2215344.3 |
 DP0682| DP0684 ABERNATHY MUNICIPAL TANK            APPROX. 8.2 KM 2601154.7 |
 DP0682| CJ5575 ABERNATHY RM 2                       12.818 METERS 26931     |
 DP0682|---------------------------------------------------------------------|
 DP0682
 DP0682                          SUPERSEDED SURVEY CONTROL
 DP0682
 DP0682  NAD 83(1986)-  33 50 40.85463(N)    101 45 25.41348(W) AD(       ) 3
 DP0682  NAD 27      -  33 50 40.56870(N)    101 45 23.80233(W) AD(       ) 3
 DP0682
 DP0682.Superseded values are not recommended for survey control.
 DP0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0682.See file dsdata.txt to determine how the superseded data were derived.
 DP0682
 DP0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4489148355(NAD 83)
 DP0682_MARKER: DS = TRIANGULATION STATION DISK
 DP0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0682
 DP0682  HISTORY     - Date     Condition        Report By
 DP0682  HISTORY     - 1964     MONUMENTED       CGS
 DP0682
 DP0682                          STATION DESCRIPTION
 DP0682
 DP0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0682'STATION IS LOCATED, AIRLINE, ABOUT 9-1/2 MILES WEST SOUTHWEST OF
 DP0682'PETERSBURG, 5 MILES EAST OF ABERNATHY AND AT THE ABERNATHY
 DP0682'MUNICIPAL AIRPORT.
 DP0682'
 DP0682'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ABERNATHY, GO EAST
 DP0682'ON FARM ROAD 2060, CROSSING OVERPASS, FOR 0.2 MILE TO A T ROAD.
 DP0682'TURN RIGHT, THEN LEFT, AND CONTINUE EAST ON FARM ROAD 2060 FOR 4.5
 DP0682'MILES TO THE AZIMUTH MARK ON THE LEFT AT THE SECOND POWERLINE POLE
 DP0682'EAST OF A GOLF COURSE ENTRANCE.  CONTINUE EAST ON THE FARM ROAD
 DP0682'FOR 0.5 MILE TO THE END OF BLACKTOP SURFACE AND A SIDE ROAD LEFT AT
 DP0682'SIGN ABERNATHY MUNICIPAL AIR CRT.  TURN LEFT AND GO 0.45 MILE,
 DP0682'TURN LEFT AND GO 0.1 MILE TO THE STATION ON THE LEFT.
 DP0682'
 DP0682'STATION MARK IS A STANDARD DISK, STAMPED ABERNATHY 1964, SET IN TOP
 DP0682'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 DP0682'269.7 FEET EAST SOUTHEAST OF THE NORTHEAST CORNER OF THE MAIN
 DP0682'HANGER, 131 FEET WEST OF THE EAST EDGE OF A CULTIVATED FIELD, 99.5
 DP0682'FEET SOUTHWEST OF A POWERLINE POLE, 22.7 FEET SOUTH OF THE
 DP0682'SOUTHEAST CORNER OF A BUILDING AND FEET SOUTH OF A METAL WITNESS
 DP0682'POST.
 DP0682'
 DP0682'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ABERNATHY NO 1 1964,
 DP0682'CEMENTED IN A DRILL HOLE IN THE NORTH END OF AN 8 BY 3 FOOT CONCRETE
 DP0682'FOUNDATION PROJECTING 4 INCHES AND ABOUT SAME ELEVATION AS STATION.
 DP0682'IT IS 124.0 FEET SOUTHWEST OF THE POWERLINE POLE AND 71.3 FEET
 DP0682'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING.
 DP0682'
 DP0682'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ABERNATHY NO 2 1964,
 DP0682'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 DP0682'AND ABOUT SAME ELEVATION AS STATION.  IT IS 46.2 FEET WEST
 DP0682'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING AND 24.3 FEET
 DP0682'SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING.
 DP0682'
 DP0682'AZIMUTH MARK IS A STNADARD DISK, STAMPED ABERNATHY 1964, SET IN TOP
 DP0682'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 42.0
 DP0682'FEET NORTH OF THE CENTERLINE OF FARM ROAD 2060, 1.5 FEET NORTH OF A
 DP0682'METAL WITNESS POST AND 1.1 FEET EAST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0684 ***********************************************************************
 DP0684  DESIGNATION -  ABERNATHY MUNICIPAL TANK
 DP0684  PID         -  DP0684
 DP0684  STATE/COUNTY-  TX/HALE
 DP0684  USGS QUAD   -  ABERNATHY (1985)
 DP0684
 DP0684                         *CURRENT SURVEY CONTROL
 DP0684  ___________________________________________________________________
 DP0684* NAD 83(1993)-  33 49 55.55857(N)    101 50 38.79222(W)     ADJUSTED  
 DP0684* NAVD 88     -                                                        
 DP0684  ___________________________________________________________________
 DP0684  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DP0684  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 DP0684
 DP0684  HORZ ORDER  -  THIRD
 DP0684
 DP0684.The horizontal coordinates were established by classical geodetic methods
 DP0684.and adjusted by the National Geodetic Survey in February 1996..
 DP0684
 DP0684
 DP0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0684
 DP0684.The geoid height was determined by GEOID03.
 DP0684
 DP0684;                    North         East     Units Scale Factor Converg.
 DP0684;SPC TXNC     - 2,245,059.839   290,511.732   MT  0.99996524   -1 49 25.9
 DP0684;SPC TXNC     - 7,365,667.16    953,120.57   sFT  0.99996524   -1 49 25.9
 DP0684;UTM  14      - 3,747,178.666   236,795.682   MT  1.00045411   -1 35 03.8
 DP0684
 DP0684                          SUPERSEDED SURVEY CONTROL
 DP0684
 DP0684  NAD 83(1986)-  33 49 55.56520(N)    101 50 38.78489(W) AD(       ) 4
 DP0684  NAD 27      -  33 49 55.28153(N)    101 50 37.16336(W) AD(       ) 3
 DP0684
 DP0684.Superseded values are not recommended for survey control.
 DP0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0684.See file dsdata.txt to determine how the superseded data were derived.
 DP0684
 DP0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3679647179(NAD 83)
 DP0684_MARKER: 53 = ELEVATED TANK
 DP0684
 DP0684  HISTORY     - Date     Condition        Report By
 DP0684  HISTORY     - 1964     FIRST OBSERVED   CGS
 DP0684  HISTORY     - 1986     GOOD             AMOCO
 DP0684
 DP0684                          STATION DESCRIPTION
 DP0684
 DP0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0684'THE STATION IS THE CENTER OF THE TOP OF A 130 FOOT HIGH, ELEVATED
 DP0684'TANK, LOCATED IN ABERNATHY, 200 FEET SOUTHWEST OF THE INTERSECTION
 DP0684'OF AVENUE D AND 9TH STREET, 100 FEET SOUTHEAST OF THE INTERSECTION
 DP0684'OF AVENUE E AND 9TH STREET AND 150 FEET NORTHWEST OF THE POST
 DP0684'OFFICE.
 DP0684
 DP0684                          STATION RECOVERY (1986)
 DP0684
 DP0684'RECOVERY NOTE BY AMOCO OIL COMPANY 1986 (LCC)
 DP0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2833 ***********************************************************************
 AB2833  PACS        -  This is a Primary Airport Control Station.
 AB2833  DESIGNATION -  ABI A
 AB2833  PID         -  AB2833
 AB2833  STATE/COUNTY-  TX/TAYLOR
 AB2833  USGS QUAD   -  ABILENE EAST (1987)
 AB2833
 AB2833                         *CURRENT SURVEY CONTROL
 AB2833  ___________________________________________________________________
 AB2833* NAD 83(1993)-  32 24 38.66073(N)    099 40 28.72108(W)     ADJUSTED  
 AB2833* NAVD 88     -       549.52   (meters)    1802.9    (feet)  GPS OBS   
 AB2833  ___________________________________________________________________
 AB2833  X           -    -905,844.199 (meters)                     COMP
 AB2833  Y           -  -5,313,564.108 (meters)                     COMP
 AB2833  Z           -   3,399,250.325 (meters)                     COMP
 AB2833  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AB2833  ELLIP HEIGHT-         521.78  (meters)          (10/24/00) GPS OBS
 AB2833  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AB2833
 AB2833  HORZ ORDER  -  B
 AB2833  ELLP ORDER  -  FOURTH    CLASS II
 AB2833
 AB2833.This mark is at Abilene Regional (ABI) Airport (ABI)
 AB2833
 AB2833.The horizontal coordinates were established by GPS observations
 AB2833.and adjusted by the National Geodetic Survey in February 1996..
 AB2833
 AB2833.The orthometric height was determined by GPS observations and a
 AB2833.high-resolution geoid model.
 AB2833
 AB2833.GPS derived orthometric heights for airport stations designated as
 AB2833.PACS or SACS are published to 2 decimal places.  This maintains
 AB2833.centimeter relative accuracy between the PACS and SACS.  It does
 AB2833.not indicate centimeter accuracy relative to other marks which are
 AB2833.part of the NAVD 88 network.
 AB2833
 AB2833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2833
 AB2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2833
 AB2833.The ellipsoidal height was determined by GPS observations
 AB2833.and is referenced to NAD 83.
 AB2833
 AB2833.The geoid height was determined by GEOID03.
 AB2833
 AB2833;                    North         East     Units Scale Factor Converg.
 AB2833;SPC TXNC     - 2,083,128.884   489,511.304   MT  0.99993473   -0 38 26.3
 AB2833;SPC TXNC     - 6,834,398.68  1,606,005.00   sFT  0.99993473   -0 38 26.3
 AB2833;UTM  14      - 3,586,164.691   436,561.282   MT  0.99964963   -0 21 41.8
 AB2833
 AB2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2833!SPC TXNC     -   0.99991808  x   0.99993473  =   0.99985282
 AB2833!UTM  14      -   0.99991808  x   0.99964963  =   0.99956774
 AB2833
 AB2833|---------------------------------------------------------------------|
 AB2833| PID    Reference Object                     Distance      Geod. Az  |
 AB2833|                                                           dddmmss.s |
 AB2833| AB7280 ABI F                               362.130 METERS 23739     |
 AB2833|---------------------------------------------------------------------|
 AB2833
 AB2833                          SUPERSEDED SURVEY CONTROL
 AB2833
 AB2833  ELLIP H (02/20/96)  521.83   (m)                       GP(       ) 1 1
 AB2833
 AB2833.Superseded values are not recommended for survey control.
 AB2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2833.See file dsdata.txt to determine how the superseded data were derived.
 AB2833
 AB2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3656186165(NAD 83)
 AB2833_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2833_SETTING: 66 = SET IN ROCK OUTCROP
 AB2833_STAMPING: ABIA 1995
 AB2833_MARK LOGO: NGS   
 AB2833_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2833+STABILITY: POSITION/ELEVATION WELL
 AB2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2833+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2833
 AB2833  HISTORY     - Date     Condition        Report By
 AB2833  HISTORY     - 1995     MONUMENTED       NGS
 AB2833  HISTORY     - 19990114 GOOD             TXDOT
 AB2833  HISTORY     - 19990531 GOOD             LOCENG
 AB2833
 AB2833                          STATION DESCRIPTION
 AB2833
 AB2833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2833'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST SOUTHWEST OF
 AB2833'CLYDE, 7.0 MI (11.3 KM) SOUTHEAST OF ABILENE, 6.0 MI (9.7 KM)
 AB2833'NORTHWEST OF POTOSI AND AT THE ABILENE REGIONAL AIRPORT ON A HILL
 AB2833'NORTH OF THE APPROACH END OF RUNWAY 17 LEFT.  OWNERSHIP--ABILENE
 AB2833'REGIONAL AIRPORT, PO BOX 60, ABILENE, TX 79604-0060.  AIRPORT MANAGER,
 AB2833'A.R.  (FAL) FALCIONI.  PHONE (915) 672-6748.  ESCORT IS REQUIRED.  TO
 AB2833'REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND LOOP 322
 AB2833'(EXIT 290) ON THE EAST SIDE OF ABILENE, GO SOUTHERLY ON LOOP 322 FOR
 AB2833'1.0 MI (1.6 KM) TO THE INTERSECTION OF INTERSTATE 20 BUSINESS ROUTE,
 AB2833'CONTINUE AHEAD AND GO SOUTHERLY ON LOOP 322 FOR 1.0 MI (1.6 KM) TO THE
 AB2833'INTERCHANGE OF STATE HIGHWAY 36, EXIT STATE HIGHWAY 36 EAST AND GO
 AB2833'SOUTHEAST FOR 1.3 MI (2.1 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO
 AB2833'SOUTHWEST THEN SOUTH FOLLOWING AIRPORT BOULEVARD FOR 0.65 MI (1.05 KM)
 AB2833'TO THE TERMINAL (OFFICE ON SECOND FLOOR) , ENTER ONTO AIRFIELD THROUGH
 AB2833'GATE T-6 ON THE SOUTHEAST SIDE OF THE TERMINAL BUILDING, TURN LEFT AND
 AB2833'GO EASTERLY FOR 0.2 MI (0.3 KM) ON A TAXIWAY TO A PAVED T-JUCTION AND
 AB2833'A DIRT ROAD AHEAD, CONTINUE AHEAD AND GO EAST ON THE DIRT ROAD FOR 0.1
 AB2833'MI (0.2 KM) TO A FAA BUILDING ON THE LEFT AND THE END OF DIRT ROAD,
 AB2833'BEAR RIGHT AND GO SOUTHEAST ACROSS THE GRASS FOR 0.1 TO THE TOP OF A
 AB2833'SMALL HILL AND THE STATION.  THE STATION IS SET INTO A 1.5 M (4.9 FT)
 AB2833'BY 0.6 M (2.0 FT) ROCK OUTCROP THAT PROJECTS 5 CM ABOVE GROUND LEVEL,
 AB2833'810.0 FT (246.9 M) NORTH OF THE APPROACH END OF RUNWAY 17 LEFT,
 AB2833'482.0FT SOUTHEAST OF THE SOUTHEAST CORNER OF A FAA BUILDING AND 397.0
 AB2833'FT (121.0 M) SOUTH OF THE EAST END OF A ILS ANTENNA.
 AB2833
 AB2833                          STATION RECOVERY (1999)
 AB2833
 AB2833'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 AB2833'STATION RECOVERED.  OTHER MARKS NOT SEARCHED FOR.
 AB2833
 AB2833                          STATION RECOVERY (1999)
 AB2833
 AB2833'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999
 AB2833'RECOVERED IN GOOD CONDITION.  NOTE--MUST CONTACT FIRE DEPARTMENT
 AB2833'915-676-6369, ALSO RICK CRIDER 915-676-6367.  GOOD FOR GPS
 AB2833'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7279 ***********************************************************************
 AB7279  SACS        -  This is a Secondary Airport Control Station.
 AB7279  DESIGNATION -  ABI E
 AB7279  PID         -  AB7279
 AB7279  STATE/COUNTY-  TX/TAYLOR
 AB7279  USGS QUAD   -  ABILENE EAST (1987)
 AB7279
 AB7279                         *CURRENT SURVEY CONTROL
 AB7279  ___________________________________________________________________
 AB7279* NAD 83(1993)-  32 23 21.12987(N)    099 40 27.11442(W)     ADJUSTED  
 AB7279* NAVD 88     -       540.55   (meters)    1773.5    (feet)  GPS OBS   
 AB7279  ___________________________________________________________________
 AB7279  X           -    -906,016.613 (meters)                     COMP
 AB7279  Y           -  -5,314,825.363 (meters)                     COMP
 AB7279  Z           -   3,397,228.937 (meters)                     COMP
 AB7279  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AB7279  ELLIP HEIGHT-         512.90  (meters)          (06/19/01) GPS OBS
 AB7279  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AB7279
 AB7279  HORZ ORDER  -  FIRST
 AB7279  ELLP ORDER  -  FOURTH    CLASS II
 AB7279
 AB7279.This mark is at Abilene Regional (ABI) Airport (ABI)
 AB7279
 AB7279.The horizontal coordinates were established by GPS observations
 AB7279.and adjusted by the National Geodetic Survey in October 1996..
 AB7279
 AB7279.The orthometric height was determined by GPS observations and a
 AB7279.high-resolution geoid model.
 AB7279
 AB7279.GPS derived orthometric heights for airport stations designated as
 AB7279.PACS or SACS are published to 2 decimal places.  This maintains
 AB7279.centimeter relative accuracy between the PACS and SACS.  It does
 AB7279.not indicate centimeter accuracy relative to other marks which are
 AB7279.part of the NAVD 88 network.
 AB7279
 AB7279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7279
 AB7279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7279
 AB7279.The ellipsoidal height was determined by GPS observations
 AB7279.and is referenced to NAD 83.
 AB7279
 AB7279.The geoid height was determined by GEOID03.
 AB7279
 AB7279;                    North         East     Units Scale Factor Converg.
 AB7279;SPC TXNC     - 2,080,740.466   489,526.590   MT  0.99993897   -0 38 25.4
 AB7279;SPC TXNC     - 6,826,562.68  1,606,055.15   sFT  0.99993897   -0 38 25.4
 AB7279;UTM  14      - 3,583,777.062   436,588.196   MT  0.99964958   -0 21 40.2
 AB7279
 AB7279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7279!SPC TXNC     -   0.99991948  x   0.99993897  =   0.99985845
 AB7279!UTM  14      -   0.99991948  x   0.99964958  =   0.99956908
 AB7279
 AB7279                          SUPERSEDED SURVEY CONTROL
 AB7279
 AB7279  ELLIP H (10/10/96)  512.94   (m)                       GP(       ) 4 2
 AB7279
 AB7279.Superseded values are not recommended for survey control.
 AB7279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7279.See file dsdata.txt to determine how the superseded data were derived.
 AB7279
 AB7279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3658883777(NAD 83)
 AB7279_MARKER: DB = BENCH MARK DISK
 AB7279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7279_STAMPING: AP 1970 STA E ABI
 AB7279_MARK LOGO: NOS   
 AB7279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7279+STABILITY: SURFACE MOTION
 AB7279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7279+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 AB7279
 AB7279  HISTORY     - Date     Condition        Report By
 AB7279  HISTORY     - 1970     MONUMENTED       NOS
 AB7279  HISTORY     - 19950224 GOOD             NGS
 AB7279
 AB7279                          STATION DESCRIPTION
 AB7279
 AB7279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7279'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST SOUTHWEST OF
 AB7279'CLYDE, 7.0 MI (11.3 KM) SOUTHEAST OF ABILENE, 6.0 MI (9.7 KM)
 AB7279'NORTHWEST OF POTOSI AND AT THE ABILENE REGIONAL AIRPORT NEAR THE
 AB7279'APPROACH END OF RUNWAY 35 RIGHT.  OWNERSHIP--ABILENE REGIONAL AIRPORT,
 AB7279'PO BOX 60, ABILENE, TX 79604-0060.  AIRPORT MANAGER, A.R. (FAL)
 AB7279'FALCIONI.  PHONE (915) 672-6748.  ESCORT IS REQUIRED.  TO REACH THE
 AB7279'STATION FROM THE JUCTION OF INTERSTATE 20 AND LOOP 322 (EXIT 290) ON
 AB7279'THE EAST SIDE OF ABILINE, GO SOUTHERLY ON LOOP 322 FOR 1.0 MI (1.6 KM)
 AB7279'TO THE INTERSECTION OF INTERSTATE 20 BUSINESS ROUTE, CONTINUE AHEAD
 AB7279'AND GO SOUTHERLY ON LOOP 322 FOR 1.0 MI (1.6 KM) TO THE INTERCHANGE OF
 AB7279'STATE HIGHWAY 36, EXIT STATE HIGHWAY 36 EAST AND GO SOUTHEAST FOR 1.3
 AB7279'MI (2.1 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO SOUTHWEST THEN
 AB7279'SOUTH FOLLOWING AIRPORT BOULEVARD FOR 0.65 MI (1.05 KM) TO THE
 AB7279'TERMINAL (OFFICE ON SECOND FLOOR) .  ENTER ONTO AIRFIELD THROUGH GATE
 AB7279'T-6 ON THE SOUTHWEST SIDE OF THE TERMINAL BUILDING, TURN LEFT AND GO
 AB7279'EASTERLY FOR 0.2 MI (0.3 KM) ON A TAXIWAY TO A T-JUCTION, TURN RIGHT
 AB7279'AND GO SOUTH ON TAXIWAY FOR 0.15 MI (0.24 KM) TO A TAXIWAY JUCTION,
 AB7279'BEAR LEFT AND GO SOUTHEAST ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO A
 AB7279'TAXIWAY INTERSECTION, BEAR RIGHT AND GO SOUTH ON A PARALLEL TAXIWAY
 AB7279'FOR 1.4 MI (2.3 KM) TO A CURVE LEFT, TURN LEFT AND GO EAST ON TAXIWAY
 AB7279'CROSSING THE APPROACH END OF RUNWAY 35 RIGHT FOR 0.1 MI (0.2 KM) AND
 AB7279'THE STATION IN THE GRASS ON THE LEFT.  THE STATION IS FLUSH WITH THE
 AB7279'GROUND, 181.4 FT (55.3 M) NORTHEAST OF THE SOUTHEAST CORNER OF RUNWAY
 AB7279'17L/35R, 75.0 FT (22.9 M) EAST OF THE EAST EDGE OF RUNWAY PAVEMENT,
 AB7279'65.0 FT (19.8 M) EAST OF THE FIRST CLEAR RUNWAY LIGHT AND 1.7 FT (0.5
 AB7279'M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7280 ***********************************************************************
 AB7280  SACS        -  This is a Secondary Airport Control Station.
 AB7280  DESIGNATION -  ABI F
 AB7280  PID         -  AB7280
 AB7280  STATE/COUNTY-  TX/TAYLOR
 AB7280  USGS QUAD   -  ABILENE EAST (1987)
 AB7280
 AB7280                         *CURRENT SURVEY CONTROL
 AB7280  ___________________________________________________________________
 AB7280* NAD 83(1993)-  32 24 32.37142(N)    099 40 40.42953(W)     ADJUSTED  
 AB7280* NAVD 88     -       548.44   (meters)    1799.3    (feet)  GPS OBS   
 AB7280  ___________________________________________________________________
 AB7280  X           -    -906,163.123 (meters)                     COMP
 AB7280  Y           -  -5,313,614.156 (meters)                     COMP
 AB7280  Z           -   3,399,086.180 (meters)                     COMP
 AB7280  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AB7280  ELLIP HEIGHT-         520.71  (meters)          (06/19/01) GPS OBS
 AB7280  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AB7280
 AB7280  HORZ ORDER  -  FIRST
 AB7280  ELLP ORDER  -  FOURTH    CLASS II
 AB7280
 AB7280.This mark is at Abilene Regional (ABI) Airport (ABI)
 AB7280
 AB7280.The horizontal coordinates were established by GPS observations
 AB7280.and adjusted by the National Geodetic Survey in October 1996..
 AB7280
 AB7280.The orthometric height was determined by GPS observations and a
 AB7280.high-resolution geoid model.
 AB7280
 AB7280.GPS derived orthometric heights for airport stations designated as
 AB7280.PACS or SACS are published to 2 decimal places.  This maintains
 AB7280.centimeter relative accuracy between the PACS and SACS.  It does
 AB7280.not indicate centimeter accuracy relative to other marks which are
 AB7280.part of the NAVD 88 network.
 AB7280
 AB7280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7280
 AB7280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7280
 AB7280.The ellipsoidal height was determined by GPS observations
 AB7280.and is referenced to NAD 83.
 AB7280
 AB7280.The geoid height was determined by GEOID03.
 AB7280
 AB7280;                    North         East     Units Scale Factor Converg.
 AB7280;SPC TXNC     - 2,082,938.599   489,203.224   MT  0.99993507   -0 38 32.7
 AB7280;SPC TXNC     - 6,833,774.39  1,604,994.24   sFT  0.99993507   -0 38 32.7
 AB7280;UTM  14      - 3,585,972.963   436,254.220   MT  0.99965011   -0 21 48.0
 AB7280
 AB7280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7280!SPC TXNC     -   0.99991825  x   0.99993507  =   0.99985332
 AB7280!UTM  14      -   0.99991825  x   0.99965011  =   0.99956839
 AB7280
 AB7280|---------------------------------------------------------------------|
 AB7280| PID    Reference Object                     Distance      Geod. Az  |
 AB7280|                                                           dddmmss.s |
 AB7280| AB2833 ABI A                               362.130 METERS 05739     |
 AB7280|---------------------------------------------------------------------|
 AB7280
 AB7280                          SUPERSEDED SURVEY CONTROL
 AB7280
 AB7280  ELLIP H (10/10/96)  520.75   (m)                       GP(       ) 4 2
 AB7280
 AB7280.Superseded values are not recommended for survey control.
 AB7280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7280.See file dsdata.txt to determine how the superseded data were derived.
 AB7280
 AB7280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3625485973(NAD 83)
 AB7280_MARKER: DD = SURVEY DISK
 AB7280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7280_STAMPING: ABI F 1992
 AB7280_MARK LOGO: NOS   
 AB7280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7280+STABILITY: SURFACE MOTION
 AB7280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7280+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 AB7280
 AB7280  HISTORY     - Date     Condition        Report By
 AB7280  HISTORY     - 1992     MONUMENTED       NOS
 AB7280  HISTORY     - 19920615 GOOD             NGS
 AB7280  HISTORY     - 19950224 GOOD             NGS
 AB7280
 AB7280                          STATION DESCRIPTION
 AB7280
 AB7280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AB7280'THE STATION IS LOCATED AT THE ABILENE REGIONAL AIRPORT ON A HILL
 AB7280'BETWEEN TWO EAST-WEST TAXIWAYS SOUTH OF THE TERMINAL.  THE STATION IS
 AB7280'290.1 FT (88.4 M) S OF THE CENTERLINE OF THE NORTHERN E-W TAXIWAY,
 AB7280'275.2 FT (83.9 M) SW OF A TAXIWAY SIGN DESIGNATING A NW-SE TAXIWAY,
 AB7280'209.7 FT (63.9 M) N OF THE CENTERLINE OF THE SOUTHERN E-W TAXIWAY, AND
 AB7280'121.7 FT (37.1 M) NW OF A PROTRUDING PLASTIC PIPE.  THE STATION IS A
 AB7280'STANDARD NOS DISK SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT SET
 AB7280'FLUSH WITH THE GROUND AND STAMPED, ABI F 1992.
 AB7280
 AB7280                          STATION RECOVERY (1995)
 AB7280
 AB7280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7280'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST SOUTHWEST OF
 AB7280'CLYDE, 7.0 MI (11.3 KM) SOUTHEAST OF ABILENE, 6.0 MI (9.7 KM)
 AB7280'NORTHWEST OF POTOSI AND AT THE ABILENE REGIONAL AIRPORT ON A HILL
 AB7280'BETWEEN TWO EAST-WEST TAXIWAYS SOUTHEAST OF THE TERMINAL.
 AB7280'OWNERSHIP--ABILENE REGIONAL AIRPORT, PO BOX 60, ABILENE, TX
 AB7280'79604-0060.  AIRPORT MANAGER, A.R.  (FAL) FALCIONI.  PHONE (915)
 AB7280'672-6748.  ESCORT IS REQUIRED.  TO REACH THE STATION FROM THE JUCTION
 AB7280'OF INTERSTATE 20 AND LOOP 322 (EXIT 290) ON THE EAST SIDE OF ABILINE,
 AB7280'GO SOUTHERLY ON LOOP 322 FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF
 AB7280'INTERSTATE 20 BUSINESS ROUTE, CONTINUE AHEAD AND GO SOUTHERLY ON LOOP
 AB7280'322 FOR 1.0 MI (1.6 KM) TO THE INTERCHANGE OF STATE HIGHWAY 36, EXIT
 AB7280'STATE HIGHWAY 36 EAST AND GO SOUTHEAST FOR 1.3 MI (2.1 KM) TO A PAVED
 AB7280'ROAD RIGHT, TURN RIGHT AND GO SOUTHWEST THEN SOUTH FOLLOWING AIRPORT
 AB7280'BOULEVARD FOR 0.65 MI (1.05 KM) TO THE TERMINAL (OFFICE ON SECOND
 AB7280'FLOOR) .  ENTER ONTO AIRFIELD THROUGH GATE T-6 ON THE SOUTHWEST SIDE
 AB7280'OF THE TERMINAL BUILDING, TURN LEFT AND GO EASTERLY FOR 0.2 MI (0.3
 AB7280'KM) ON A TAXIWAY TO A T-JUCTION, TURN RIGHT AND GO SOUTH ON TAXIWAY
 AB7280'FOR 0.15 MI (0.24 KM) TO A TAXIWAY JUCTION AND A TAXIWAY INDICATOR
 AB7280'SIGN STRAIGHT AHEAD, BEAR RIGHT JUST PAST SIGN AND GO SOUTHWEST ACROSS
 AB7280'GRASS FOR 0.1 MI (0.2 KM) TO THE STATION ON THE TOP OF HILL.  THE
 AB7280'STATION IS FLUSH WITH THE GROUND, 290.1 FT (88.4 M) OF THE CENTERLINE
 AB7280'OF THE NORTHERN EAST-WEST TAXIWAY, 275.2 FT (83.9 M) SOUTHWEST OF A
 AB7280'TAXIWAY SIGN DESIGNATING A NORTHWEST-SOUTHEAST TAXIWAY, 209.7 FT (63.9
 AB7280'M) NORTH OF THE CENTERLINE OF THE SOUTHERN EAST-WEST TAXIWAY AND 121.7
 AB7280'FT (37.1 M) NORTHWEST OF A PROTRUDING PLASTIC PIPE.  NOTE--ON THE DISK
 AB7280'STAMPING THE LETTER B HAS BEEN STAMPED UPSIDE DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1161 ***********************************************************************
 CT1161  DESIGNATION -  ABILENE
 CT1161  PID         -  CT1161
 CT1161  STATE/COUNTY-  TX/TAYLOR
 CT1161  USGS QUAD   -  HAMBY (1987)
 CT1161
 CT1161                         *CURRENT SURVEY CONTROL
 CT1161  ___________________________________________________________________
 CT1161* NAD 83(1993)-  32 30 47.78130(N)    099 44 43.87107(W)     ADJUSTED  
 CT1161* NAVD 88     -       517.     (meters)    1696.     (feet)  SCALED    
 CT1161  ___________________________________________________________________
 CT1161  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CT1161  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CT1161
 CT1161  HORZ ORDER  -  SECOND
 CT1161
 CT1161.The horizontal coordinates were established by classical geodetic methods
 CT1161.and adjusted by the National Geodetic Survey in February 1996..
 CT1161
 CT1161.The orthometric height was scaled from a topographic map.
 CT1161
 CT1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1161
 CT1161.The geoid height was determined by GEOID03.
 CT1161
 CT1161;                    North         East     Units Scale Factor Converg.
 CT1161;SPC TXNC     - 2,094,574.470   482,979.803   MT  0.99991646   -0 40 45.5
 CT1161;SPC TXNC     - 6,871,949.74  1,584,576.24   sFT  0.99991646   -0 40 45.5
 CT1161;UTM  14      - 3,597,575.272   429,975.942   MT  0.99966046   -0 24 02.6
 CT1161
 CT1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1161!SPC TXNC     -   0.99992321  x   0.99991646  =   0.99983967
 CT1161!UTM  14      -   0.99992321  x   0.99966046  =   0.99958369
 CT1161
 CT1161:                Primary Azimuth Mark                     Grid Az
 CT1161:SPC TXNC     -  ABILENE AZ MK                            005 03 32.5
 CT1161:UTM  14      -  ABILENE AZ MK                            004 46 49.6
 CT1161
 CT1161|---------------------------------------------------------------------|
 CT1161| PID    Reference Object                     Distance      Geod. Az  |
 CT1161|                                                           dddmmss.s |
 CT1161| CX7463 ABILENE AZ MK                                      0042247.0 |
 CT1161| CX7464 ABILENE RM 1                         18.575 METERS 09810     |
 CT1161| CT1113 RNG ABILENE RADIO ABI               APPROX. 7.4 KM 1263949.7 |
 CT1161| CT1160 ABILENE ANDREWS TOWER CO MAST       480.302 METERS 1285259.8 |
 CT1161| CT1107 ABILENE SOJOURNER DRILL CO MST      APPROX. 3.2 KM 1502717.4 |
 CT1161| CT1116 ABILENE MOORE DRILL CO RAD MST      APPROX. 1.8 KM 1513236.6 |
 CT1161| CT1103 ABILENE RAD STA KNIT MAST           APPROX. 8.4 KM 1623819.3 |
 CT1161| CT1114 ABILENE MUNICIPAL TANK 1            APPROX. 6.5 KM 1671307.0 |
 CT1161| CX7465 ABILENE RM 2                         22.106 METERS 19644     |
 CT1161|---------------------------------------------------------------------|
 CT1161
 CT1161                          SUPERSEDED SURVEY CONTROL
 CT1161
 CT1161  NAD 83(1986)-  32 30 47.78767(N)    099 44 43.85922(W) AD(       ) 2
 CT1161  NAD 27      -  32 30 47.34390(N)    099 44 42.53830(W) AD(       ) 2
 CT1161
 CT1161.Superseded values are not recommended for survey control.
 CT1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1161.See file dsdata.txt to determine how the superseded data were derived.
 CT1161
 CT1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2997697575(NAD 83)
 CT1161_MARKER: DS = TRIANGULATION STATION DISK
 CT1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1161
 CT1161  HISTORY     - Date     Condition        Report By
 CT1161  HISTORY     - 1961     MONUMENTED       CGS
 CT1161  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT1161
 CT1161                          STATION DESCRIPTION
 CT1161
 CT1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1161'THE STATION IS ON THE TOP OF A LOW RIDGE APPROXIMATELY 4-1/2
 CT1161'MILES NORTH OF THE CENTER OF ABILENE, 1/4 MILE SOUTH OF THE
 CT1161'TAYLOR-JONES COUNTY LINE, ON THE NORTHEAST SIDE OF BUSINESS
 CT1161'U.S. HIGHWAYS 277 AND 83 AND APPROXIMATELY 200 FEET EAST OF
 CT1161'THE ABILENE BRICK COMPANY.
 CT1161'
 CT1161'TO REACH THE STATION FROM THE TRAFFIC CIRCLE ON THE EAST SIDE
 CT1161'OF ABILENE, GO NORTH AND NORTHWEST ON BUSINESS U.S. HIGHWAYS
 CT1161'277 AND 83 (N. TREADWAY BLVD.) FOR 4.7 MILES TO A SIDE ROAD
 CT1161'ON THE RIGHT.  TURN RIGHT AND THEN LEFT ON A SERVICE ROAD FOR
 CT1161'0.05 MILE TO A FORK.  BEAR RIGHT, NORTH, ON A BLACKTOP ROAD
 CT1161'FOR 0.1 MILE TO A GRAVEL ROAD ON THE LEFT.  (FROM THIS POINT
 CT1161'CONTINUE NORTH ON THE BLACKTOP ROAD FOR 0.7 MILE TO THE AZIMUTH
 CT1161'MARK ON THE LEFT.) TURN LEFT, NORTHWEST, FOR 0.05 MILE TO A
 CT1161'SMALL BRICK BUILDING ON THE LEFT AT A FORK.  BEAR LEFT FOR
 CT1161'0.05 MILE TO THE STATION ON THE LEFT.
 CT1161'
 CT1161'STATION MARKS ARE STANDARD DISKS STAMPED ABILENE 1961.  THE
 CT1161'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 CT1161'SURFACE OF THE GROUND.  IT IS 167.5 FEET SOUTHEAST OF THE
 CT1161'SOUTHEAST CORNER OF A METAL BUILDING, 93 FEET SOUTHWEST OF THE
 CT1161'SOUTHWEST CORNER OF THE SMALL BRICK BUILDING AND 40 FEET
 CT1161'SOUTHEAST OF THE CENTER OF A TRACK ROAD.  THE UNDERGROUND
 CT1161'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW
 CT1161'THE SURFACE OF THE GROUND.
 CT1161'
 CT1161'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ABILENE NO 1 1961,
 CT1161'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CT1161'GROUND.  IT IS 78 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 CT1161'SMALL BRICK BUILDING AND 65.5 FEET SOUTHEAST OF THE CENTER OF
 CT1161'TRACK ROAD.
 CT1161'
 CT1161'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ABILENE NO 2 1961,
 CT1161'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 CT1161'97 FEET NORTHEAST OF A POWER POLE.
 CT1161'
 CT1161'AZIMUTH MARK, A STANDARD DISK STAMPED ABILENE 1961, IS SET IN
 CT1161'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 26 FEET
 CT1161'WEST OF THE CENTER OF THE BLACKTOP ROAD, 2.1 FEET SOUTH OF A
 CT1161'METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.
 CT1161'
 CT1161'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CT1161'
 CT1161'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CT1161
 CT1161                          STATION RECOVERY (2001)
 CT1161
 CT1161'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1160 ***********************************************************************
 CT1160  DESIGNATION -  ABILENE ANDREWS TOWER CO MAST
 CT1160  PID         -  CT1160
 CT1160  STATE/COUNTY-  TX/TAYLOR
 CT1160  USGS QUAD   -  HAMBY (1987)
 CT1160
 CT1160                         *CURRENT SURVEY CONTROL
 CT1160  ___________________________________________________________________
 CT1160* NAD 83(1993)-  32 30 37.99341(N)    099 44 29.54704(W)     ADJUSTED  
 CT1160* NAVD 88     -                                                        
 CT1160  ___________________________________________________________________
 CT1160  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CT1160  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CT1160
 CT1160  HORZ ORDER  -  THIRD
 CT1160
 CT1160.The horizontal coordinates were established by classical geodetic methods
 CT1160.and adjusted by the National Geodetic Survey in February 1996..
 CT1160
 CT1160
 CT1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1160
 CT1160.The geoid height was determined by GEOID03.
 CT1160
 CT1160;                    North         East     Units Scale Factor Converg.
 CT1160;SPC TXNC     - 2,094,268.581   483,350.051   MT  0.99991691   -0 40 37.7
 CT1160;SPC TXNC     - 6,870,946.17  1,585,790.96   sFT  0.99991691   -0 40 37.7
 CT1160;UTM  14      - 3,597,271.264   430,347.578   MT  0.99965982   -0 23 54.8
 CT1160
 CT1160                          SUPERSEDED SURVEY CONTROL
 CT1160
 CT1160  NAD 83(1986)-  32 30 38.00038(N)    099 44 29.53502(W) AD(       ) 4
 CT1160  NAD 27      -  32 30 37.55600(N)    099 44 28.21400(W) AD(       ) 3
 CT1160
 CT1160.Superseded values are not recommended for survey control.
 CT1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1160.See file dsdata.txt to determine how the superseded data were derived.
 CT1160
 CT1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3034897271(NAD 83)
 CT1160_MARKER: 42 = RADIO/TV MAST
 CT1160
 CT1160  HISTORY     - Date     Condition        Report By
 CT1160  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1160  HISTORY     - 20011013 GOOD             USPSQD
 CT1160
 CT1160                          STATION DESCRIPTION
 CT1160
 CT1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1160'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 CT1160'4 MILES NORTH OF THE CENTER OF ABILENE, 0.05 MILE EAST OF U.S.
 CT1160'HIGHWAYS 277 AND 83 (BUSINESS ROUTE).  THERE IS A SLENDER MAST,
 CT1160'PAINTED SILVER, APPROXIMATELY 0.05 MILE NORTHWEST OF THE MAST.
 CT1160'
 CT1160'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, WITH A RED
 CT1160'LIGHT AND A CROSS ANTENNA ON THE TOP OF THE MAST.  IT HAS AN
 CT1160'OVERALL HEIGHT OF 370 FEET.
 CT1160
 CT1160                          STATION RECOVERY (2001)
 CT1160
 CT1160'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1110 ***********************************************************************
 CT1110  DESIGNATION -  ABILENE ASYLUM STACK
 CT1110  PID         -  CT1110
 CT1110  STATE/COUNTY-  TX/TAYLOR
 CT1110  USGS QUAD   -  ABILENE EAST (1987)
 CT1110
 CT1110                         *CURRENT SURVEY CONTROL
 CT1110  ___________________________________________________________________
 CT1110* NAD 83(1993)-  32 25 05.90072(N)    099 43 14.61342(W)     ADJUSTED  
 CT1110* NAVD 88     -                                                        
 CT1110  ___________________________________________________________________
 CT1110  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CT1110  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CT1110
 CT1110  HORZ ORDER  -  THIRD
 CT1110
 CT1110.The horizontal coordinates were established by classical geodetic methods
 CT1110.and adjusted by the National Geodetic Survey in February 1996..
 CT1110
 CT1110
 CT1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1110
 CT1110.The geoid height was determined by GEOID03.
 CT1110
 CT1110;                    North         East     Units Scale Factor Converg.
 CT1110;SPC TXNC     - 2,084,017.286   485,186.783   MT  0.99993327   -0 39 56.8
 CT1110;SPC TXNC     - 6,837,313.38  1,591,816.97   sFT  0.99993327   -0 39 56.8
 CT1110;UTM  14      - 3,587,031.765   432,233.699   MT  0.99965663   -0 23 11.0
 CT1110
 CT1110                          SUPERSEDED SURVEY CONTROL
 CT1110
 CT1110  NAD 83(1986)-  32 25 05.90765(N)    099 43 14.60153(W) AD(       ) 4
 CT1110  NAD 27      -  32 25 05.46000(N)    099 43 13.28000(W) AD(       ) 3
 CT1110
 CT1110.Superseded values are not recommended for survey control.
 CT1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1110.See file dsdata.txt to determine how the superseded data were derived.
 CT1110
 CT1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3223487032(NAD 83)
 CT1110_MARKER: 63 = STACK
 CT1110
 CT1110  HISTORY     - Date     Condition        Report By
 CT1110  HISTORY     - 1908     FIRST OBSERVED   CGS
 CT1110  HISTORY     - 1947     GOOD             CGS
 CT1110  HISTORY     - 1955     GOOD             CGS
 CT1110  HISTORY     - 1963     GOOD             CGS
 CT1110  HISTORY     - 1970     GOOD             NGS
 CT1110  HISTORY     - 19940617 GOOD             USPSQD
 CT1110  HISTORY     - 20011013 GOOD             USPSQD
 CT1110
 CT1110                          STATION DESCRIPTION
 CT1110
 CT1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAN)
 CT1110'FROM LOCAL INTERROGATION, THIS HAS BEEN DETERMINED AS THE
 CT1110'ORIGINAL STACK 1908.
 CT1110'
 CT1110'LOCATED ON THE N END OF THE HEATING PLANT, ON THE GROUNDS OF
 CT1110'THE ABILENE ASYLUM, ABOUT 2.4 MILES SSE OF THE (NOOTEN)
 CT1110'HOTEL IN DOWNTOWN ABILENE.
 CT1110
 CT1110                          STATION RECOVERY (1955)
 CT1110
 CT1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CT1110'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  PREVIOUS
 CT1110'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGE--
 CT1110'
 CT1110'ABOUT 2.4 MI. S-SE OF THE WOOTEN HOTEL IN DOWNTOWN ABILENE.
 CT1110
 CT1110                          STATION RECOVERY (1963)
 CT1110
 CT1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 CT1110'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION
 CT1110
 CT1110                          STATION RECOVERY (1970)
 CT1110
 CT1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 CT1110'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CT1110'
 CT1110'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.4 MILES S-SE OF
 CT1110'ABILENE.
 CT1110
 CT1110                          STATION RECOVERY (1994)
 CT1110
 CT1110'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1110'RECOVERED IN GOOD CONDITION.
 CT1110
 CT1110                          STATION RECOVERY (2001)
 CT1110
 CT1110'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1119 ***********************************************************************
 CT1119  DESIGNATION -  ABILENE B J SERVICE RADIO MAST
 CT1119  PID         -  CT1119
 CT1119  STATE/COUNTY-  TX/TAYLOR
 CT1119  USGS QUAD   -  ABILENE EAST (1987)
 CT1119
 CT1119                         *CURRENT SURVEY CONTROL
 CT1119  ___________________________________________________________________
 CT1119* NAD 83(1993)-  32 23 56.70411(N)    099 44 58.67407(W)     ADJUSTED  
 CT1119* NAVD 88     -                                                        
 CT1119  ___________________________________________________________________
 CT1119  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CT1119  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CT1119
 CT1119  HORZ ORDER  -  THIRD
 CT1119
 CT1119.The horizontal coordinates were established by classical geodetic methods
 CT1119.and adjusted by the National Geodetic Survey in February 1996..
 CT1119
 CT1119
 CT1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1119
 CT1119.The geoid height was determined by GEOID03.
 CT1119
 CT1119;                    North         East     Units Scale Factor Converg.
 CT1119;SPC TXNC     - 2,081,918.016   482,442.880   MT  0.99993700   -0 40 53.6
 CT1119;SPC TXNC     - 6,830,426.02  1,582,814.68   sFT  0.99993700   -0 40 53.6
 CT1119;UTM  14      - 3,584,919.712   429,500.829   MT  0.99966129   -0 24 06.0
 CT1119
 CT1119                          SUPERSEDED SURVEY CONTROL
 CT1119
 CT1119  NAD 83(1986)-  32 23 56.71090(N)    099 44 58.66160(W) AD(       ) 4
 CT1119  NAD 27      -  32 23 56.25200(N)    099 44 57.34200(W) AD(       ) 3
 CT1119
 CT1119.Superseded values are not recommended for survey control.
 CT1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1119.See file dsdata.txt to determine how the superseded data were derived.
 CT1119
 CT1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2950184920(NAD 83)
 CT1119_MARKER: 42 = RADIO/TV MAST
 CT1119
 CT1119  HISTORY     - Date     Condition        Report By
 CT1119  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1119  HISTORY     - 20011013 GOOD             USPSQD
 CT1119
 CT1119                          STATION DESCRIPTION
 CT1119
 CT1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1119'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS AT THE
 CT1119'SOUTH EDGE OF ABILENE, 1/4 MILE WEST OF U.S. HIGHWAYS 83 AND 84
 CT1119'(BUSINESS ROUTE) AND ON THE SOUTH SIDE OF A GRAVEL ROAD.
 CT1119'
 CT1119'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, WITH A RED
 CT1119'LIGHT AND A CROSS ANTENNA ON THE TOP OF THE MAST.  THE MAST
 CT1119'HAS AN OVERALL HEIGHT OF 280 FEET.
 CT1119
 CT1119                          STATION RECOVERY (2001)
 CT1119
 CT1119'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1118 ***********************************************************************
 CT1118  DESIGNATION -  ABILENE CITIZENS NATL BANK LT
 CT1118  PID         -  CT1118
 CT1118  STATE/COUNTY-  TX/TAYLOR
 CT1118  USGS QUAD   -  ABILENE EAST (1987)
 CT1118
 CT1118                         *CURRENT SURVEY CONTROL
 CT1118  ___________________________________________________________________
 CT1118* NAD 83(1993)-  32 27 10.75040(N)    099 44 02.61892(W)     ADJUSTED  
 CT1118* NAVD 88     -                                                        
 CT1118  ___________________________________________________________________
 CT1118  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 CT1118  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CT1118
 CT1118  HORZ ORDER  -  THIRD
 CT1118
 CT1118.The horizontal coordinates were established by classical geodetic methods
 CT1118.and adjusted by the National Geodetic Survey in February 1996..
 CT1118
 CT1118
 CT1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1118
 CT1118.The geoid height was determined by GEOID03.
 CT1118
 CT1118;                    North         East     Units Scale Factor Converg.
 CT1118;SPC TXNC     - 2,087,877.276   483,977.827   MT  0.99992682   -0 40 23.0
 CT1118;SPC TXNC     - 6,849,977.36  1,587,850.59   sFT  0.99992682   -0 40 23.0
 CT1118;UTM  14      - 3,590,884.768   431,006.278   MT  0.99965870   -0 23 38.1
 CT1118
 CT1118                          SUPERSEDED SURVEY CONTROL
 CT1118
 CT1118  NAD 83(1986)-  32 27 10.75741(N)    099 44 02.60672(W) AD(       ) 4
 CT1118  NAD 27      -  32 27 10.30400(N)    099 44 01.28800(W) AD(       ) 3
 CT1118
 CT1118.Superseded values are not recommended for survey control.
 CT1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1118.See file dsdata.txt to determine how the superseded data were derived.
 CT1118
 CT1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3100690885(NAD 83)
 CT1118
 CT1118  HISTORY     - Date     Condition        Report By
 CT1118  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1118  HISTORY     - 1970     GOOD             NGS
 CT1118  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 CT1118
 CT1118                          STATION DESCRIPTION
 CT1118
 CT1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1118'THE STATION IS THE LARGE RED LIGHT ATOP THE VERTICAL CITIZENS
 CT1118'NATIONAL BANK SIGN WHICH IS ON THE EAST SIDE OF THE BANK
 CT1118'BUILDING.  THE BANK IS IN THE NORTHWEST ANGLE OF N. 4TH. AND
 CT1118'CYPRESS STREETS.
 CT1118'
 CT1118'THE BANK BUILDING IS A LIGHT BLUE COLORED STRUCTURE APPROXIMATELY
 CT1118'120 FEET HIGH AND THE RED LIGHT PROJECTS ABOVE THE TOP OF
 CT1118'THE BUILDING APPROXIMATELY 15 FEET.  THIS BUILDING IS NOT
 CT1118'THE TALLEST BUILDING IN ABILENE.
 CT1118
 CT1118                          STATION RECOVERY (1970)
 CT1118
 CT1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 CT1118'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CT1118'
 CT1118'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWN TOWN
 CT1118
 CT1118                          STATION RECOVERY (1994)
 CT1118
 CT1118'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8143 ***********************************************************************
 DE8143  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8143  DESIGNATION -  ABILENE COOP CORS ARP
 DE8143  CORS_ID     -  ABL1
 DE8143  PID         -  DE8143
 DE8143  STATE/COUNTY-  TX/TAYLOR
 DE8143  USGS QUAD   -  ABILENE EAST (1987)
 DE8143
 DE8143                         *CURRENT SURVEY CONTROL
 DE8143  ___________________________________________________________________
 DE8143* NAD 83(CORS)-  32 27 13.26218(N)    099 43 49.58579(W)     ADJUSTED  
 DE8143* NAVD 88     -                                                        
 DE8143  ___________________________________________________________________
 DE8143  EPOCH DATE  -        2002.00
 DE8143  X           -    -910,583.860 (meters)                     COMP
 DE8143  Y           -  -5,310,146.442 (meters)                     COMP
 DE8143  Z           -   3,403,260.197 (meters)                     COMP
 DE8143  ELLIP HEIGHT-         503.14  (meters)          (07/??/02) GPS OBS
 DE8143  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DE8143
 DE8143  HORZ ORDER  -  SPECIAL (CORS)
 DE8143  ELLP ORDER  -  SPECIAL (CORS)
 DE8143
 DE8143.ITRF positions are available for this station.
 DE8143.The coordinates were established by GPS observations
 DE8143.and adjusted by the National Geodetic Survey in July 2002..
 DE8143.The coordinates are valid at the epoch date displayed above.
 DE8143.The epoch date for horizontal control is a decimal equivalence
 DE8143.of Year/Month/Day.
 DE8143
 DE8143
 DE8143.The PID for the CORS L1 Phase Center is DG4630.
 DE8143
 DE8143.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8143
 DE8143.The ellipsoidal height was determined by GPS observations
 DE8143.and is referenced to NAD 83.
 DE8143
 DE8143.The geoid height was determined by GEOID03.
 DE8143
 DE8143;                    North         East     Units Scale Factor Converg.
 DE8143;SPC TXNC     - 2,087,950.646   484,319.087   MT  0.99992669   -0 40 15.9
 DE8143;SPC TXNC     - 6,850,218.08  1,588,970.20   sFT  0.99992669   -0 40 15.9
 DE8143
 DE8143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8143!SPC TXNC     -   0.99992101  x   0.99992669  =   0.99984770
 DE8143
 DE8143                          SUPERSEDED SURVEY CONTROL
 DE8143
 DE8143.No superseded survey control is available for this station.
 DE8143
 DE8143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3134790960(NAD 83)
 DE8143_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE8143
 DE8143                          STATION DESCRIPTION
 DE8143
 DE8143'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE8143'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE8143'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE8143'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE8143'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE8143'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4630 ***********************************************************************
 DG4630  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4630  DESIGNATION -  ABILENE COOP CORS L1 PHASE CENTER
 DG4630  CORS_ID     -  ABL1
 DG4630  PID         -  DG4630
 DG4630  STATE/COUNTY-  TX/TAYLOR
 DG4630  USGS QUAD   -  ABILENE EAST (1987)
 DG4630
 DG4630                         *CURRENT SURVEY CONTROL
 DG4630  ___________________________________________________________________
 DG4630* NAD 83(CORS)-  32 27 13.26226(N)    099 43 49.58574(W)     ADJUSTED  
 DG4630* NAVD 88     -                                                        
 DG4630  ___________________________________________________________________
 DG4630  EPOCH DATE  -        2002.00
 DG4630  X           -    -910,583.872 (meters)                     COMP
 DG4630  Y           -  -5,310,146.524 (meters)                     COMP
 DG4630  Z           -   3,403,260.252 (meters)                     COMP
 DG4630  ELLIP HEIGHT-         503.24  (meters)          (07/??/02) GPS OBS
 DG4630  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DG4630
 DG4630  HORZ ORDER  -  SPECIAL (CORS)
 DG4630  ELLP ORDER  -  SPECIAL (CORS)
 DG4630
 DG4630.ITRF positions are available for this station.
 DG4630.The coordinates were established by GPS observations
 DG4630.and adjusted by the National Geodetic Survey in July 2002..
 DG4630.The coordinates are valid at the epoch date displayed above.
 DG4630.The epoch date for horizontal control is a decimal equivalence
 DG4630.of Year/Month/Day.
 DG4630
 DG4630
 DG4630.The PID for the CORS ARP is DE8143.
 DG4630
 DG4630.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4630
 DG4630.The ellipsoidal height was determined by GPS observations
 DG4630.and is referenced to NAD 83.
 DG4630
 DG4630.The geoid height was determined by GEOID03.
 DG4630
 DG4630;                    North         East     Units Scale Factor Converg.
 DG4630;SPC TXNC     - 2,087,950.648   484,319.088   MT  0.99992669   -0 40 15.9
 DG4630;SPC TXNC     - 6,850,218.08  1,588,970.21   sFT  0.99992669   -0 40 15.9
 DG4630
 DG4630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4630!SPC TXNC     -   0.99992099  x   0.99992669  =   0.99984769
 DG4630
 DG4630                          SUPERSEDED SURVEY CONTROL
 DG4630
 DG4630.No superseded survey control is available for this station.
 DG4630
 DG4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3134790960(NAD 83)
 DG4630_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4630
 DG4630                          STATION DESCRIPTION
 DG4630
 DG4630'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4630'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4630'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4630'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4630'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4630'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9800 ***********************************************************************
 DG9800  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9800  DESIGNATION -  ABILENE CORS ARP
 DG9800  CORS_ID     -  TXAB
 DG9800  PID         -  DG9800
 DG9800  STATE/COUNTY-  TX/TAYLOR
 DG9800  USGS QUAD   -  HAWLEY (1987)
 DG9800
 DG9800                         *CURRENT SURVEY CONTROL
 DG9800  ___________________________________________________________________
 DG9800* NAD 83(CORS)-  32 30 11.70969(N)    099 45 24.51975(W)     ADJUSTED  
 DG9800* NAVD 88     -                                                        
 DG9800  ___________________________________________________________________
 DG9800  EPOCH DATE  -        2002.00
 DG9800  X           -    -912,525.596 (meters)                     COMP
 DG9800  Y           -  -5,306,806.364 (meters)                     COMP
 DG9800  Z           -   3,407,890.554 (meters)                     COMP
 DG9800  ELLIP HEIGHT-         489.76  (meters)          (04/??/05) GPS OBS
 DG9800  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DG9800
 DG9800  HORZ ORDER  -  SPECIAL (CORS)
 DG9800  ELLP ORDER  -  SPECIAL (CORS)
 DG9800
 DG9800.ITRF positions are available for this station.
 DG9800.The coordinates were established by GPS observations
 DG9800.and adjusted by the National Geodetic Survey in April 2005..
 DG9800.The coordinates are valid at the epoch date displayed above.
 DG9800.The epoch date for horizontal control is a decimal equivalence
 DG9800.of Year/Month/Day.
 DG9800
 DG9800
 DG9800.The PID for the CORS L1 Phase Center is DG9801.
 DG9800
 DG9800.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9800
 DG9800.The ellipsoidal height was determined by GPS observations
 DG9800.and is referenced to NAD 83.
 DG9800
 DG9800.The geoid height was determined by GEOID03.
 DG9800
 DG9800;                    North         East     Units Scale Factor Converg.
 DG9800;SPC TXNC     - 2,093,476.113   481,905.711   MT  0.99991811   -0 41 07.6
 DG9800;SPC TXNC     - 6,868,346.21  1,581,052.32   sFT  0.99991811   -0 41 07.6
 DG9800
 DG9800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9800!SPC TXNC     -   0.99992311  x   0.99991811  =   0.99984123
 DG9800
 DG9800                          SUPERSEDED SURVEY CONTROL
 DG9800
 DG9800.No superseded survey control is available for this station.
 DG9800
 DG9800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2890796472(NAD 83)
 DG9800_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9800
 DG9800                          STATION DESCRIPTION
 DG9800
 DG9800'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9800'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9800'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9800'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9800'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9800'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9801 ***********************************************************************
 DG9801  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9801  DESIGNATION -  ABILENE CORS L1 PHASE CENTER
 DG9801  CORS_ID     -  TXAB
 DG9801  PID         -  DG9801
 DG9801  STATE/COUNTY-  TX/TAYLOR
 DG9801  USGS QUAD   -  HAWLEY (1987)
 DG9801
 DG9801                         *CURRENT SURVEY CONTROL
 DG9801  ___________________________________________________________________
 DG9801* NAD 83(CORS)-  32 30 11.70970(N)    099 45 24.51973(W)     ADJUSTED  
 DG9801* NAVD 88     -                                                        
 DG9801  ___________________________________________________________________
 DG9801  EPOCH DATE  -        2002.00
 DG9801  X           -    -912,525.606 (meters)                     COMP
 DG9801  Y           -  -5,306,806.422 (meters)                     COMP
 DG9801  Z           -   3,407,890.592 (meters)                     COMP
 DG9801  ELLIP HEIGHT-         489.83  (meters)          (04/??/05) GPS OBS
 DG9801  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DG9801
 DG9801  HORZ ORDER  -  SPECIAL (CORS)
 DG9801  ELLP ORDER  -  SPECIAL (CORS)
 DG9801
 DG9801.ITRF positions are available for this station.
 DG9801.The coordinates were established by GPS observations
 DG9801.and adjusted by the National Geodetic Survey in April 2005..
 DG9801.The coordinates are valid at the epoch date displayed above.
 DG9801.The epoch date for horizontal control is a decimal equivalence
 DG9801.of Year/Month/Day.
 DG9801
 DG9801
 DG9801.The PID for the CORS ARP is DG9800.
 DG9801
 DG9801.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9801
 DG9801.The ellipsoidal height was determined by GPS observations
 DG9801.and is referenced to NAD 83.
 DG9801
 DG9801.The geoid height was determined by GEOID03.
 DG9801
 DG9801;                    North         East     Units Scale Factor Converg.
 DG9801;SPC TXNC     - 2,093,476.113   481,905.711   MT  0.99991811   -0 41 07.6
 DG9801;SPC TXNC     - 6,868,346.21  1,581,052.32   sFT  0.99991811   -0 41 07.6
 DG9801
 DG9801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9801!SPC TXNC     -   0.99992310  x   0.99991811  =   0.99984121
 DG9801
 DG9801                          SUPERSEDED SURVEY CONTROL
 DG9801
 DG9801.No superseded survey control is available for this station.
 DG9801
 DG9801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2890796472(NAD 83)
 DG9801_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9801
 DG9801                          STATION DESCRIPTION
 DG9801
 DG9801'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9801'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9801'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9801'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9801'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9801'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1115 ***********************************************************************
 CT1115  DESIGNATION -  ABILENE FOREE DRILLING CO MAST
 CT1115  PID         -  CT1115
 CT1115  STATE/COUNTY-  TX/TAYLOR
 CT1115  USGS QUAD   -  ABILENE EAST (1987)
 CT1115
 CT1115                         *CURRENT SURVEY CONTROL
 CT1115  ___________________________________________________________________
 CT1115* NAD 83(1993)-  32 28 34.31868(N)    099 44 49.31649(W)     ADJUSTED  
 CT1115* NAVD 88     -                                                        
 CT1115  ___________________________________________________________________
 CT1115  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CT1115  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CT1115
 CT1115  HORZ ORDER  -  THIRD
 CT1115
 CT1115.The horizontal coordinates were established by classical geodetic methods
 CT1115.and adjusted by the National Geodetic Survey in February 1996..
 CT1115
 CT1115
 CT1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1115
 CT1115.The geoid height was determined by GEOID03.
 CT1115
 CT1115;                    North         East     Units Scale Factor Converg.
 CT1115;SPC TXNC     - 2,090,465.553   482,788.898   MT  0.99992270   -0 40 48.4
 CT1115;SPC TXNC     - 6,858,469.07  1,583,949.91   sFT  0.99992270   -0 40 48.4
 CT1115;UTM  14      - 3,593,466.538   429,805.076   MT  0.99966076   -0 24 04.1
 CT1115
 CT1115                          SUPERSEDED SURVEY CONTROL
 CT1115
 CT1115  NAD 83(1986)-  32 28 34.32560(N)    099 44 49.30441(W) AD(       ) 4
 CT1115  NAD 27      -  32 28 33.87800(N)    099 44 47.98400(W) AD(       ) 3
 CT1115
 CT1115.Superseded values are not recommended for survey control.
 CT1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1115.See file dsdata.txt to determine how the superseded data were derived.
 CT1115
 CT1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2980593467(NAD 83)
 CT1115_MARKER: 42 = RADIO/TV MAST
 CT1115
 CT1115  HISTORY     - Date     Condition        Report By
 CT1115  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1115  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT1115
 CT1115                          STATION DESCRIPTION
 CT1115
 CT1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1115'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 CT1115'0.05 MILE NORTHWEST OF THE INTERSECTION OF OLD ANSON ROAD
 CT1115'AND AMBLER AVENUE AT THE NORTH SIDE OF ABILENE AND AT THE
 CT1115'EAST SIDE OF A BALL FIELD.
 CT1115'
 CT1115'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, WITH
 CT1115'A RED LIGHT AND A CROSS ANTENNA ON THE TOP OF THE MAST.
 CT1115'IT HAS AN OVERALL HEIGHT OF 335 FEET.
 CT1115
 CT1115                          STATION RECOVERY (2001)
 CT1115
 CT1115'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1117 ***********************************************************************
 CT1117  DESIGNATION -  ABILENE MID CONTL SUPPLY MAST
 CT1117  PID         -  CT1117
 CT1117  STATE/COUNTY-  TX/TAYLOR
 CT1117  USGS QUAD   -  ABILENE EAST (1987)
 CT1117
 CT1117                         *CURRENT SURVEY CONTROL
 CT1117  ___________________________________________________________________
 CT1117* NAD 83(1993)-  32 28 37.25625(N)    099 44 57.53450(W)     ADJUSTED  
 CT1117* NAVD 88     -                                                        
 CT1117  ___________________________________________________________________
 CT1117  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CT1117  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CT1117
 CT1117  HORZ ORDER  -  THIRD
 CT1117
 CT1117.The horizontal coordinates were established by classical geodetic methods
 CT1117.and adjusted by the National Geodetic Survey in February 1996..
 CT1117
 CT1117
 CT1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1117
 CT1117.The geoid height was determined by GEOID03.
 CT1117
 CT1117;                    North         East     Units Scale Factor Converg.
 CT1117;SPC TXNC     - 2,090,558.578   482,575.421   MT  0.99992256   -0 40 52.9
 CT1117;SPC TXNC     - 6,858,774.27  1,583,249.53   sFT  0.99992256   -0 40 52.9
 CT1117;UTM  14      - 3,593,558.499   429,591.204   MT  0.99966113   -0 24 08.5
 CT1117
 CT1117                          SUPERSEDED SURVEY CONTROL
 CT1117
 CT1117  NAD 83(1986)-  32 28 37.26317(N)    099 44 57.52249(W) AD(       ) 4
 CT1117  NAD 27      -  32 28 36.81500(N)    099 44 56.20100(W) AD(       ) 3
 CT1117
 CT1117.Superseded values are not recommended for survey control.
 CT1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1117.See file dsdata.txt to determine how the superseded data were derived.
 CT1117
 CT1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2959193558(NAD 83)
 CT1117_MARKER: 42 = RADIO/TV MAST
 CT1117
 CT1117  HISTORY     - Date     Condition        Report By
 CT1117  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1117  HISTORY     - 19940617 GOOD             USPSQD
 CT1117  HISTORY     - 20011013 GOOD             USPSQD
 CT1117
 CT1117                          STATION DESCRIPTION
 CT1117
 CT1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1117'THE STATION IS THE LIGHT ATOP THE MAST WHICH ON THE NORTH
 CT1117'SIDE OF A BALL FIELD, 0.1 MILE NORTHWEST OF THE INTERSECTION
 CT1117'OF OLD ANSON ROAD AND AMBLER AVE. AND IN THE NORTH PART OF
 CT1117'ABILENE.
 CT1117'
 CT1117'THE MAST IS A RED AND WHITE GUYED STEEL STRUCTURE, WITH A
 CT1117'HORIZONTAL ANTENNA ON THE TOP, 320 FEET HIGH.
 CT1117
 CT1117                          STATION RECOVERY (1994)
 CT1117
 CT1117'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1117'RECOVERED IN GOOD CONDITION.
 CT1117
 CT1117                          STATION RECOVERY (2001)
 CT1117
 CT1117'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT1117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1116 ***********************************************************************
 CT1116  DESIGNATION -  ABILENE MOORE DRILL CO RAD MST
 CT1116  PID         -  CT1116
 CT1116  STATE/COUNTY-  TX/TAYLOR
 CT1116  USGS QUAD   -  ABILENE EAST (1987)
 CT1116
 CT1116                         *CURRENT SURVEY CONTROL
 CT1116  ___________________________________________________________________
 CT1116* NAD 83(1993)-  32 29 57.03197(N)    099 44 11.41557(W)     ADJUSTED  
 CT1116* NAVD 88     -                                                        
 CT1116  ___________________________________________________________________
 CT1116  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CT1116  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CT1116
 CT1116  HORZ ORDER  -  THIRD
 CT1116
 CT1116.The horizontal coordinates were established by classical geodetic methods
 CT1116.and adjusted by the National Geodetic Survey in February 1996..
 CT1116
 CT1116
 CT1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1116
 CT1116.The geoid height was determined by GEOID03.
 CT1116
 CT1116;                    North         East     Units Scale Factor Converg.
 CT1116;SPC TXNC     - 2,093,001.400   483,808.390   MT  0.99991879   -0 40 27.8
 CT1116;SPC TXNC     - 6,866,788.76  1,587,294.69   sFT  0.99991879   -0 40 27.8
 CT1116;UTM  14      - 3,596,006.654   430,811.952   MT  0.99965903   -0 23 44.6
 CT1116
 CT1116                          SUPERSEDED SURVEY CONTROL
 CT1116
 CT1116  NAD 83(1986)-  32 29 57.03890(N)    099 44 11.40349(W) AD(       ) 4
 CT1116  NAD 27      -  32 29 56.59400(N)    099 44 10.08400(W) AD(       ) 3
 CT1116
 CT1116.Superseded values are not recommended for survey control.
 CT1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1116.See file dsdata.txt to determine how the superseded data were derived.
 CT1116
 CT1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3081296007(NAD 83)
 CT1116_MARKER: 42 = RADIO/TV MAST
 CT1116
 CT1116  HISTORY     - Date     Condition        Report By
 CT1116  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1116  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT1116
 CT1116                          STATION DESCRIPTION
 CT1116
 CT1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1116'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS ON THE SOUTH
 CT1116'SIDE OF ROOSEVELT ST., ON THE WEST SIDE OF HICKORY ST. AND
 CT1116'IN THE NORTH PART OF ABILENE.
 CT1116'
 CT1116'THE MAST IS AN ORANGE AND WHITE GUYED STEEL STRUCTURE, WITH
 CT1116'A CROSS ANTENNA ON THE TOP, 300 FEET HIGH.
 CT1116
 CT1116                          STATION RECOVERY (2001)
 CT1116
 CT1116'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1108 ***********************************************************************
 CT1108  DESIGNATION -  ABILENE MUNICIPAL TANK 3
 CT1108  PID         -  CT1108
 CT1108  STATE/COUNTY-  TX/TAYLOR
 CT1108  USGS QUAD   -  ABILENE EAST (1987)
 CT1108
 CT1108                         *CURRENT SURVEY CONTROL
 CT1108  ___________________________________________________________________
 CT1108* NAD 83(1993)-  32 25 33.58279(N)    099 44 59.60814(W)     ADJUSTED  
 CT1108* NAVD 88     -                                                        
 CT1108  ___________________________________________________________________
 CT1108  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CT1108  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CT1108
 CT1108  HORZ ORDER  -  THIRD
 CT1108
 CT1108.The horizontal coordinates were established by classical geodetic methods
 CT1108.and adjusted by the National Geodetic Survey in February 1996..
 CT1108
 CT1108
 CT1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1108
 CT1108.The geoid height was determined by GEOID03.
 CT1108
 CT1108;                    North         East     Units Scale Factor Converg.
 CT1108;SPC TXNC     - 2,084,902.140   482,453.974   MT  0.99993181   -0 40 54.1
 CT1108;SPC TXNC     - 6,840,216.44  1,582,851.08   sFT  0.99993181   -0 40 54.1
 CT1108;UTM  14      - 3,587,903.041   429,497.356   MT  0.99966129   -0 24 07.6
 CT1108
 CT1108                          SUPERSEDED SURVEY CONTROL
 CT1108
 CT1108  NAD 83(1986)-  32 25 33.58956(N)    099 44 59.59585(W) AD(       ) 4
 CT1108  NAD 27      -  32 25 33.13600(N)    099 44 58.27700(W) AD(       ) 3
 CT1108
 CT1108.Superseded values are not recommended for survey control.
 CT1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1108.See file dsdata.txt to determine how the superseded data were derived.
 CT1108
 CT1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2949787903(NAD 83)
 CT1108_MARKER: 53 = ELEVATED TANK
 CT1108
 CT1108  HISTORY     - Date     Condition        Report By
 CT1108  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1108  HISTORY     - 19940617 GOOD             USPSQD
 CT1108  HISTORY     - 20011013 GOOD             USPSQD
 CT1108
 CT1108                          STATION DESCRIPTION
 CT1108
 CT1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1108'THE STATION IS THE ROD ATOP THE FINIAL ON THE TANK WHICH IS
 CT1108'AT THE SOUTH PART OF ABILENE AND AT THE SOUTHWEST ANGLE OF
 CT1108'THE INTERSECTION OF SOUTH 19TH STREET AND HIGHLAND STREET.
 CT1108'
 CT1108'THE TANK IS A TWELVE LEGGED STEEL STRUCTURE WHICH SUPPORTS
 CT1108'THE TANK, PAINTED SILVER AND HAS A 1,500,000 GALLON CAPACITY.
 CT1108'IT HAS AN OVERALL HEIGHT OF 100 FEET.
 CT1108
 CT1108                          STATION RECOVERY (1994)
 CT1108
 CT1108'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1108'RECOVERED IN GOOD CONDITION.
 CT1108
 CT1108                          STATION RECOVERY (2001)
 CT1108
 CT1108'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1112 ***********************************************************************
 CT1112  DESIGNATION -  ABILENE MUNICIPAL TANK 2
 CT1112  PID         -  CT1112
 CT1112  STATE/COUNTY-  TX/TAYLOR
 CT1112  USGS QUAD   -  ABILENE EAST (1987)
 CT1112
 CT1112                         *CURRENT SURVEY CONTROL
 CT1112  ___________________________________________________________________
 CT1112* NAD 83(1993)-  32 28 07.72205(N)    099 44 33.17146(W)     ADJUSTED  
 CT1112* NAVD 88     -                                                        
 CT1112  ___________________________________________________________________
 CT1112  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CT1112  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CT1112
 CT1112  HORZ ORDER  -  THIRD
 CT1112
 CT1112.The horizontal coordinates were established by classical geodetic methods
 CT1112.and adjusted by the National Geodetic Survey in February 1996..
 CT1112
 CT1112
 CT1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1112
 CT1112.The geoid height was determined by GEOID03.
 CT1112
 CT1112;                    North         East     Units Scale Factor Converg.
 CT1112;SPC TXNC     - 2,089,641.390   483,200.718   MT  0.99992399   -0 40 39.6
 CT1112;SPC TXNC     - 6,855,765.13  1,585,301.02   sFT  0.99992399   -0 40 39.6
 CT1112;UTM  14      - 3,592,644.607   430,220.795   MT  0.99966004   -0 23 55.1
 CT1112
 CT1112                          SUPERSEDED SURVEY CONTROL
 CT1112
 CT1112  NAD 83(1986)-  32 28 07.72893(N)    099 44 33.15933(W) AD(       ) 4
 CT1112  NAD 27      -  32 28 07.28200(N)    099 44 31.84000(W) AD(       ) 3
 CT1112
 CT1112.Superseded values are not recommended for survey control.
 CT1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1112.See file dsdata.txt to determine how the superseded data were derived.
 CT1112
 CT1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3022192645(NAD 83)
 CT1112_MARKER: 53 = ELEVATED TANK
 CT1112
 CT1112  HISTORY     - Date     Condition        Report By
 CT1112  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1112  HISTORY     - 1975     GOOD             NGS
 CT1112  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 CT1112
 CT1112                          STATION DESCRIPTION
 CT1112
 CT1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1112'THE STATION IS THE BALL ATOP THE TANK WHICH IS ON THE SOUTHWEST
 CT1112'ANGLE OF NORTH 7 TH. AND MERCHANT STREETS, IN THE NORTH PART
 CT1112'OF ABILENE.
 CT1112'
 CT1112'THE TANK IS A SILVER COLORED METAL STRUCTURE, SUPPORTED BY 8
 CT1112'LEGS, AND THE OVERALL HEIGHT IS APPROXIMATELY 130 FEET.
 CT1112
 CT1112                          STATION RECOVERY (1975)
 CT1112
 CT1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 CT1112'THE STATION WAS RECOVERED AS DESCRIBED.
 CT1112'
 CT1112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE NORTH
 CT1112'PART OF ABILENE.
 CT1112
 CT1112                          STATION RECOVERY (1994)
 CT1112
 CT1112'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1114 ***********************************************************************
 CT1114  DESIGNATION -  ABILENE MUNICIPAL TANK 1
 CT1114  PID         -  CT1114
 CT1114  STATE/COUNTY-  TX/TAYLOR
 CT1114  USGS QUAD   -  ABILENE EAST (1987)
 CT1114
 CT1114                         *CURRENT SURVEY CONTROL
 CT1114  ___________________________________________________________________
 CT1114* NAD 83(1993)-  32 27 22.29142(N)    099 43 48.89035(W)     ADJUSTED  
 CT1114* NAVD 88     -                                                        
 CT1114  ___________________________________________________________________
 CT1114  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CT1114  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CT1114
 CT1114  HORZ ORDER  -  THIRD
 CT1114
 CT1114.The horizontal coordinates were established by classical geodetic methods
 CT1114.and adjusted by the National Geodetic Survey in February 1996..
 CT1114
 CT1114
 CT1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1114
 CT1114.The geoid height was determined by GEOID03.
 CT1114
 CT1114;                    North         East     Units Scale Factor Converg.
 CT1114;SPC TXNC     - 2,088,228.531   484,340.505   MT  0.99992624   -0 40 15.5
 CT1114;SPC TXNC     - 6,851,129.77  1,589,040.47   sFT  0.99992624   -0 40 15.5
 CT1114;UTM  14      - 3,591,237.691   431,367.144   MT  0.99965809   -0 23 30.9
 CT1114
 CT1114                          SUPERSEDED SURVEY CONTROL
 CT1114
 CT1114  NAD 83(1986)-  32 27 22.29821(N)    099 43 48.87812(W) AD(       ) 4
 CT1114  NAD 27      -  32 27 21.84400(N)    099 43 47.56000(W) AD(       ) 3
 CT1114
 CT1114.Superseded values are not recommended for survey control.
 CT1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1114.See file dsdata.txt to determine how the superseded data were derived.
 CT1114
 CT1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3136791238(NAD 83)
 CT1114_MARKER: 53 = ELEVATED TANK
 CT1114
 CT1114  HISTORY     - Date     Condition        Report By
 CT1114  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1114  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 CT1114
 CT1114                          STATION DESCRIPTION
 CT1114
 CT1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1114'THE STATION IS THE BALL ATOP THE TANK WHICH IS AT THE EAST SIDE
 CT1114'OF ABILENE, AT THE NORTHWEST ANGLE OF THE INTERSECTION OF
 CT1114'NORTH 7TH STREET AND MESQUITE AVENUE.
 CT1114'
 CT1114'THE TANK IS A TEN LEGGED STEEL STRUCTURE WHICH SUPPORTS THE TANK,
 CT1114'PAINTED SILVER, AND HAS AN OVERALL HEIGHT OF 125 FEET.
 CT1114
 CT1114                          STATION RECOVERY (1994)
 CT1114
 CT1114'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1103 ***********************************************************************
 CT1103  DESIGNATION -  ABILENE RAD STA KNIT MAST
 CT1103  PID         -  CT1103
 CT1103  STATE/COUNTY-  TX/TAYLOR
 CT1103  USGS QUAD   -  ABILENE EAST (1987)
 CT1103
 CT1103                         *CURRENT SURVEY CONTROL
 CT1103  ___________________________________________________________________
 CT1103* NAD 83(1993)-  32 26 27.67106(N)    099 43 07.97660(W)     ADJUSTED  
 CT1103* NAVD 88     -                                                        
 CT1103  ___________________________________________________________________
 CT1103  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CT1103  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CT1103
 CT1103  HORZ ORDER  -  THIRD
 CT1103
 CT1103.The horizontal coordinates were established by classical geodetic methods
 CT1103.and adjusted by the National Geodetic Survey in February 1996..
 CT1103
 CT1103
 CT1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1103
 CT1103.The geoid height was determined by GEOID03.
 CT1103
 CT1103;                    North         East     Units Scale Factor Converg.
 CT1103;SPC TXNC     - 2,086,533.782   485,389.391   MT  0.99992900   -0 39 53.2
 CT1103;SPC TXNC     - 6,845,569.58  1,592,481.69   sFT  0.99992900   -0 39 53.2
 CT1103;UTM  14      - 3,589,548.528   432,423.987   MT  0.99965631   -0 23 08.3
 CT1103
 CT1103                          SUPERSEDED SURVEY CONTROL
 CT1103
 CT1103  NAD 83(1986)-  32 26 27.67761(N)    099 43 07.96413(W) AD(       ) 4
 CT1103  NAD 27      -  32 26 27.22500(N)    099 43 06.64700(W) AD(       ) 3
 CT1103
 CT1103.Superseded values are not recommended for survey control.
 CT1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1103.See file dsdata.txt to determine how the superseded data were derived.
 CT1103
 CT1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3242489549(NAD 83)
 CT1103_MARKER: 42 = RADIO/TV MAST
 CT1103
 CT1103  HISTORY     - Date     Condition        Report By
 CT1103  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1103
 CT1103                          STATION DESCRIPTION
 CT1103
 CT1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1103'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS AT THE
 CT1103'SOUTHEAST SIDE OF ABILENE, APPROXIMATELY 0.05 MILE SOUTH OF
 CT1103'THE INTERSECTION OF EAST-SOUTH 7TH STREET AND HENDERSON AVENUE.
 CT1103'
 CT1103'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, AND HAS
 CT1103'AN OVERALL HEIGHT OF 208 FEET.  IT HAS A RED LIGHT ON THE TOP
 CT1103'AND TWO LIGHTS HALF-WAY DOWN THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1134 ***********************************************************************
 CT1134  DESIGNATION -  ABILENE RAD STA KRBC RAD MAST
 CT1134  PID         -  CT1134
 CT1134  STATE/COUNTY-  TX/TAYLOR
 CT1134  USGS QUAD   -  ABILENE WEST (1987)
 CT1134
 CT1134                         *CURRENT SURVEY CONTROL
 CT1134  ___________________________________________________________________
 CT1134* NAD 83(1993)-  32 29 32.18804(N)    099 45 08.13117(W)     ADJUSTED  
 CT1134* NAVD 88     -                                                        
 CT1134  ___________________________________________________________________
 CT1134  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CT1134  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CT1134
 CT1134  HORZ ORDER  -  THIRD
 CT1134
 CT1134.The horizontal coordinates were established by classical geodetic methods
 CT1134.and adjusted by the National Geodetic Survey in February 1996..
 CT1134
 CT1134
 CT1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1134
 CT1134.The geoid height was determined by GEOID03.
 CT1134
 CT1134;                    North         East     Units Scale Factor Converg.
 CT1134;SPC TXNC     - 2,092,253.752   482,318.938   MT  0.99991994   -0 40 58.7
 CT1134;SPC TXNC     - 6,864,335.85  1,582,408.05   sFT  0.99991994   -0 40 58.7
 CT1134;UTM  14      - 3,595,251.964   429,326.540   MT  0.99966159   -0 24 14.8
 CT1134
 CT1134                          SUPERSEDED SURVEY CONTROL
 CT1134
 CT1134  NAD 83(1986)-  32 29 32.19497(N)    099 45 08.11911(W) AD(       ) 4
 CT1134  NAD 27      -  32 29 31.74900(N)    099 45 06.79800(W) AD(       ) 3
 CT1134
 CT1134.Superseded values are not recommended for survey control.
 CT1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1134.See file dsdata.txt to determine how the superseded data were derived.
 CT1134
 CT1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2932795252(NAD 83)
 CT1134_MARKER: 42 = RADIO/TV MAST
 CT1134
 CT1134  HISTORY     - Date     Condition        Report By
 CT1134  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1134  HISTORY     - 19940803 GOOD             USPSQD
 CT1134
 CT1134                          STATION DESCRIPTION
 CT1134
 CT1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1134'THE STATION IS THE LIGHT ATOP THE CENTER ONE OF THREE MASTS
 CT1134'WHICH ARE ON THE WEST SIDE OF OLD ANSON ROAD IN THE NORTH
 CT1134'PART OF ABILENE.
 CT1134'
 CT1134'THE MASTS ARE SLENDER STEEL STRUCTURES, PAINTED RED AND WHITE,
 CT1134'305 FEET HIGH.
 CT1134'
 CT1134'THE THREE MASTS ARE PLACED IN A LINE NORTHEAST AND SOUTHWEST.
 CT1134
 CT1134                          STATION RECOVERY (1994)
 CT1134
 CT1134'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1105 ***********************************************************************
 CT1105  DESIGNATION -  ABILENE RADIO STA KWKC MAST
 CT1105  PID         -  CT1105
 CT1105  STATE/COUNTY-  TX/TAYLOR
 CT1105  USGS QUAD   -  ABILENE EAST (1987)
 CT1105
 CT1105                         *CURRENT SURVEY CONTROL
 CT1105  ___________________________________________________________________
 CT1105* NAD 83(1993)-  32 25 11.76559(N)    099 44 14.99671(W)     ADJUSTED  
 CT1105* NAVD 88     -                                                        
 CT1105  ___________________________________________________________________
 CT1105  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CT1105  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CT1105
 CT1105  HORZ ORDER  -  THIRD
 CT1105
 CT1105.The horizontal coordinates were established by classical geodetic methods
 CT1105.and adjusted by the National Geodetic Survey in February 1996..
 CT1105
 CT1105
 CT1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1105
 CT1105.The geoid height was determined by GEOID03.
 CT1105
 CT1105;                    North         East     Units Scale Factor Converg.
 CT1105;SPC TXNC     - 2,084,216.380   483,611.416   MT  0.99993296   -0 40 29.7
 CT1105;SPC TXNC     - 6,837,966.57  1,586,648.45   sFT  0.99993296   -0 40 29.7
 CT1105;UTM  14      - 3,587,223.120   430,657.814   MT  0.99965929   -0 23 43.5
 CT1105
 CT1105                          SUPERSEDED SURVEY CONTROL
 CT1105
 CT1105  NAD 83(1986)-  32 25 11.77247(N)    099 44 14.98438(W) AD(       ) 4
 CT1105  NAD 27      -  32 25 11.31800(N)    099 44 13.67000(W) AD(       ) 3
 CT1105
 CT1105.Superseded values are not recommended for survey control.
 CT1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1105.See file dsdata.txt to determine how the superseded data were derived.
 CT1105
 CT1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3065887223(NAD 83)
 CT1105_MARKER: 42 = RADIO/TV MAST
 CT1105
 CT1105  HISTORY     - Date     Condition        Report By
 CT1105  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1105  HISTORY     - 1970     GOOD             NGS
 CT1105  HISTORY     - 1975     GOOD             NGS
 CT1105  HISTORY     - 20011013 GOOD             USPSQD
 CT1105
 CT1105                          STATION DESCRIPTION
 CT1105
 CT1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1105'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS AT THE
 CT1105'SOUTH SIDE OF ABILENE AND AT THE INTERSECTION OF BUTTERNUT
 CT1105'STREET AND U.S. HIGHWAYS 83 AND 84 (BUSINESS ROUTE).
 CT1105'
 CT1105'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, AND HAS
 CT1105'A RED LIGHT AND A WHIP ANTENNA ON THE TOP OF THE MAST.
 CT1105
 CT1105                          STATION RECOVERY (1970)
 CT1105
 CT1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 CT1105'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 CT1105'
 CT1105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ABILENE.
 CT1105
 CT1105                          STATION RECOVERY (1975)
 CT1105
 CT1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 CT1105'THE STATION WAS RECOVERED AS DESCRIBED.
 CT1105'
 CT1105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON THE SOUTH
 CT1105'SIDE OF ABILENE.
 CT1105
 CT1105                          STATION RECOVERY (2001)
 CT1105
 CT1105'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1107 ***********************************************************************
 CT1107  DESIGNATION -  ABILENE SOJOURNER DRILL CO MST
 CT1107  PID         -  CT1107
 CT1107  STATE/COUNTY-  TX/TAYLOR
 CT1107  USGS QUAD   -  ABILENE EAST (1987)
 CT1107
 CT1107                         *CURRENT SURVEY CONTROL
 CT1107  ___________________________________________________________________
 CT1107* NAD 83(1993)-  32 29 17.29342(N)    099 43 43.35808(W)     ADJUSTED  
 CT1107* NAVD 88     -                                                        
 CT1107  ___________________________________________________________________
 CT1107  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CT1107  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CT1107
 CT1107  HORZ ORDER  -  THIRD
 CT1107
 CT1107.The horizontal coordinates were established by classical geodetic methods
 CT1107.and adjusted by the National Geodetic Survey in February 1996..
 CT1107
 CT1107
 CT1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1107
 CT1107.The geoid height was determined by GEOID03.
 CT1107
 CT1107;                    North         East     Units Scale Factor Converg.
 CT1107;SPC TXNC     - 2,091,768.871   484,526.402   MT  0.99992065   -0 40 12.5
 CT1107;SPC TXNC     - 6,862,745.04  1,589,650.37   sFT  0.99992065   -0 40 12.5
 CT1107;UTM  14      - 3,594,777.953   431,535.762   MT  0.99965780   -0 23 29.1
 CT1107
 CT1107                          SUPERSEDED SURVEY CONTROL
 CT1107
 CT1107  NAD 83(1986)-  32 29 17.30037(N)    099 43 43.34599(W) AD(       ) 4
 CT1107  NAD 27      -  32 29 16.85400(N)    099 43 42.02800(W) AD(       ) 3
 CT1107
 CT1107.Superseded values are not recommended for survey control.
 CT1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1107.See file dsdata.txt to determine how the superseded data were derived.
 CT1107
 CT1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3153694778(NAD 83)
 CT1107_MARKER: 42 = RADIO/TV MAST
 CT1107
 CT1107  HISTORY     - Date     Condition        Report By
 CT1107  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1107  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 CT1107
 CT1107                          STATION DESCRIPTION
 CT1107
 CT1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1107'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 CT1107'0.15 MILE NORTHWEST OF OLD ANSON ROAD AND AMBLER AVENUE IN
 CT1107'ABILENE, 2 MILES NORTH OF THE CENTER OF ABILENE AND 0.2 MILE
 CT1107'EAST OF U.S. HIGHWAY 83 (BUSINESS ROUTE).
 CT1107'
 CT1107'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, WITH A RED
 CT1107'LIGHT AND ANTENNAS ON THE TOP OF THE MAST.  THE MAST HAS AN
 CT1107'OVERALL HEIGHT OF 396 FEET.
 CT1107
 CT1107                          STATION RECOVERY (1994)
 CT1107
 CT1107'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1166 ***********************************************************************
 CT1166  DESIGNATION -  ABILENE ST HWY DEPT RAD MAST
 CT1166  PID         -  CT1166
 CT1166  STATE/COUNTY-  TX/TAYLOR
 CT1166  USGS QUAD   -  HAWLEY (1987)
 CT1166
 CT1166                         *CURRENT SURVEY CONTROL
 CT1166  ___________________________________________________________________
 CT1166* NAD 83(1993)-  32 30 19.39990(N)    099 45 33.17663(W)     ADJUSTED  
 CT1166* NAVD 88     -                                                        
 CT1166  ___________________________________________________________________
 CT1166  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 CT1166  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CT1166
 CT1166  HORZ ORDER  -  THIRD
 CT1166
 CT1166.The horizontal coordinates were established by classical geodetic methods
 CT1166.and adjusted by the National Geodetic Survey in February 1996..
 CT1166
 CT1166
 CT1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1166
 CT1166.The geoid height was determined by GEOID03.
 CT1166
 CT1166;                    North         East     Units Scale Factor Converg.
 CT1166;SPC TXNC     - 2,093,715.674   481,682.608   MT  0.99991775   -0 41 12.4
 CT1166;SPC TXNC     - 6,869,132.17  1,580,320.36   sFT  0.99991775   -0 41 12.4
 CT1166;UTM  14      - 3,596,710.398   428,683.269   MT  0.99966272   -0 24 28.8
 CT1166
 CT1166                          SUPERSEDED SURVEY CONTROL
 CT1166
 CT1166  NAD 83(1986)-  32 30 19.40682(N)    099 45 33.16461(W) AD(       ) 4
 CT1166  NAD 27      -  32 30 18.96300(N)    099 45 31.84300(W) AD(       ) 3
 CT1166
 CT1166.Superseded values are not recommended for survey control.
 CT1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1166.See file dsdata.txt to determine how the superseded data were derived.
 CT1166
 CT1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2868396710(NAD 83)
 CT1166_MARKER: 42 = RADIO/TV MAST
 CT1166
 CT1166  HISTORY     - Date     Condition        Report By
 CT1166  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1166
 CT1166                          STATION DESCRIPTION
 CT1166
 CT1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1166'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 CT1166'4 MILES NORTHWEST OF ABILENE, 0.2 MILE NORTHWEST OF THE
 CT1166'INTERSECTION OF U.S. HIGHWAYS 277, 83 AND FARM ROAD 2404 AND
 CT1166'AT THE TEXAS STATE HIGHWAY DEPARTMENT OFFICES.
 CT1166'
 CT1166'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, WITH A RED
 CT1166'LIGHT AND A CROSS ANTENNA ON THE TOP OF THE MAST.  IT HAS
 CT1166'AN OVERALL HEIGHT OF 300 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2584 ***********************************************************************
 CS2584  DESIGNATION -  ABNER
 CS2584  PID         -  CS2584
 CS2584  STATE/COUNTY-  TX/KAUFMAN
 CS2584  USGS QUAD   -  ELMO (1981)
 CS2584
 CS2584                         *CURRENT SURVEY CONTROL
 CS2584  ___________________________________________________________________
 CS2584* NAD 83(1993)-  32 38 47.14498(N)    096 10 21.23951(W)     ADJUSTED  
 CS2584* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 CS2584  ___________________________________________________________________
 CS2584  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 CS2584  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CS2584
 CS2584  HORZ ORDER  -  SECOND
 CS2584
 CS2584.The horizontal coordinates were established by classical geodetic methods
 CS2584.and adjusted by the National Geodetic Survey in February 1996..
 CS2584
 CS2584.The orthometric height was scaled from a topographic map.
 CS2584
 CS2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2584
 CS2584.The geoid height was determined by GEOID03.
 CS2584
 CS2584;                    North         East     Units Scale Factor Converg.
 CS2584;SPC TXNC     - 2,111,064.657   818,329.276   MT  0.99989747   +1 16 09.7
 CS2584;SPC TXNC     - 6,926,051.30  2,684,801.97   sFT  0.99989747   +1 16 09.7
 CS2584;UTM  14      - 3,615,623.123   765,220.838   MT  1.00046747   +1 31 34.2
 CS2584
 CS2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2584!SPC TXNC     -   0.99997791  x   0.99989747  =   0.99987539
 CS2584!UTM  14      -   0.99997791  x   1.00046747  =   1.00044537
 CS2584
 CS2584:                Primary Azimuth Mark                     Grid Az
 CS2584:SPC TXNC     -  ABNER AZ MK                              013 16 18.8
 CS2584:UTM  14      -  ABNER AZ MK                              013 00 54.3
 CS2584
 CS2584|---------------------------------------------------------------------|
 CS2584| PID    Reference Object                     Distance      Geod. Az  |
 CS2584|                                                           dddmmss.s |
 CS2584| CX9057 ABNER AZ MK                                        0143228.5 |
 CS2584| CX9058 ABNER RM 1                           56.748 METERS 04158     |
 CS2584| CX9059 ABNER RM 2                           50.612 METERS 20519     |
 CS2584|---------------------------------------------------------------------|
 CS2584
 CS2584                          SUPERSEDED SURVEY CONTROL
 CS2584
 CS2584  NAD 83(1986)-  32 38 47.15231(N)    096 10 21.22442(W) AD(       ) 2
 CS2584  NAD 27      -  32 38 46.67300(N)    096 10 20.31300(W) AD(       ) 2
 CS2584
 CS2584.Superseded values are not recommended for survey control.
 CS2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2584.See file dsdata.txt to determine how the superseded data were derived.
 CS2584
 CS2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6522115623(NAD 83)
 CS2584_MARKER: DS = TRIANGULATION STATION DISK
 CS2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2584
 CS2584  HISTORY     - Date     Condition        Report By
 CS2584  HISTORY     - 1949     MONUMENTED       CGS
 CS2584  HISTORY     - 1955     GOOD             TXHD
 CS2584  HISTORY     - 1956     GOOD             CGS
 CS2584
 CS2584                          STATION DESCRIPTION
 CS2584
 CS2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2584'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF TERRELL AND
 CS2584'9 MILES NORTHEAST OF KAUFMAN IN A FARMYARD.  STATION IS
 CS2584'27 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF DIRT
 CS2584'ROAD AND 26 FEET WEST-SOUTHWEST OF A FENCE CORNER.  THE MARK
 CS2584'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED ABNER 1949.
 CS2584'
 CS2584'REFERENCE MARK NO. 1 IS 17 FEET SOUTHEAST OF THE APPROXIMATE
 CS2584'CENTERLINE OF DIRT ROAD AND 0.5 FOOT NORTHWEST OF FENCELINE.
 CS2584'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 CS2584'ABNER NO 1 1949.
 CS2584'
 CS2584'REFERENCE MARK NO. 2 IS 22 FEET NORTHWEST OF THE APPROXIMATE
 CS2584'CENTERLINE OF DIRT ROAD AND 1 FOOT SOUTHEAST OF FENCE CORNER .
 CS2584'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 CS2584'ABNER NO 2 1949.
 CS2584'
 CS2584'AZIMUTH MARK IS 32 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 CS2584'OF FARM ROAD 429, 1.5 FEET SOUTH OF A T FENCE CORNER AND
 CS2584'0.5 FOOT SOUTHWEST OF FENCELINE.  THE MARK PROJECTS ABOUT
 CS2584'6 INCHES AND THE DISK IS STAMPED ABNER 1949.
 CS2584'
 CS2584'TO REACH FROM THE JUNCTION OF STATE ROUTES 34 AND 243 EAST
 CS2584'OF KAUFMAN GO EAST ON STATE ROUTE 243 FOR 10 MILES TO FARM
 CS2584'ROAD 429.  TURN LEFT AND FOLLOW FARM ROAD 429 NORTHERLY
 CS2584'FOR 6.5 MILES TO T ROAD LEFT.  TURN LEFT ON DIRT ROAD AND
 CS2584'GO 0.3 MILE TO TOP OF GRADE AND STATION IN FARMYARD AS DESCRIBED.
 CS2584'
 CS2584'TO REACH AZIMUTH MARK FROM STATION GO NORTHEAST ON DIRT
 CS2584'ROAD FOR 0.3 MILE TO FARM ROAD 429.  TURN LEFT ON FARM ROAD
 CS2584'429 FOR 0.2 MILE TO AZIMUTH ON LEFT AS DESCRIBED.
 CS2584'
 CS2584'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2584
 CS2584                          STATION RECOVERY (1955)
 CS2584
 CS2584'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (HWH)
 CS2584'THIS STATION AND REFERENCE MARKER 1 AND 2 ALL RECOVERED
 CS2584'IN GOOD CONDITION.
 CS2584
 CS2584                          STATION RECOVERY (1956)
 CS2584
 CS2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GF)
 CS2584'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CS2584'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 CS2584'ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1959 ***********************************************************************
 FL1959  DESIGNATION -  ABRA
 FL1959  PID         -  FL1959
 FL1959  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1959  USGS QUAD   -  ABRA (1964)
 FL1959
 FL1959                         *CURRENT SURVEY CONTROL
 FL1959  ___________________________________________________________________
 FL1959* NAD 83(1993)-  35 06 27.98564(N)    100 24 08.01554(W)     ADJUSTED  
 FL1959* NAVD 88     -       760.     (meters)    2493.     (feet)  SCALED    
 FL1959  ___________________________________________________________________
 FL1959  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FL1959  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL1959
 FL1959  HORZ ORDER  -  THIRD
 FL1959
 FL1959.The horizontal coordinates were established by classical geodetic methods
 FL1959.and adjusted by the National Geodetic Survey in February 1996..
 FL1959
 FL1959.The orthometric height was scaled from a topographic map.
 FL1959
 FL1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1959
 FL1959.The geoid height was determined by GEOID03.
 FL1959
 FL1959;                    North         East     Units Scale Factor Converg.
 FL1959;SPC TX N     - 1,123,448.443   300,072.637   MT  0.99992544   +0 38 10.3
 FL1959;SPC TX N     - 3,685,847.10    984,488.31   sFT  0.99992544   +0 38 10.3
 FL1959;UTM  14      - 3,885,894.321   372,208.150   MT  0.99980126   -0 48 23.6
 FL1959
 FL1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1959!SPC TX N     -   0.99988483  x   0.99992544  =   0.99981027
 FL1959!UTM  14      -   0.99988483  x   0.99980126  =   0.99968611
 FL1959
 FL1959|---------------------------------------------------------------------|
 FL1959| PID    Reference Object                     Distance      Geod. Az  |
 FL1959|                                                           dddmmss.s |
 FL1959| CK8756 ABRA RM 1                             8.908 METERS 07357     |
 FL1959| CK8757 ABRA RM 2                            14.240 METERS 15815     |
 FL1959| CK8755 ABRA AZ MK                                         2241038.4 |
 FL1959|---------------------------------------------------------------------|
 FL1959
 FL1959                          SUPERSEDED SURVEY CONTROL
 FL1959
 FL1959  NAD 83(1993)-  35 06 27.98681(N)    100 24 08.01527(W) AD(       ) 3
 FL1959  NAD 83(1986)-  35 06 27.98905(N)    100 24 08.00622(W) AD(       ) 3
 FL1959  NAD 27      -  35 06 27.80700(N)    100 24 06.55900(W) AD(       ) 3
 FL1959
 FL1959.Superseded values are not recommended for survey control.
 FL1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1959.See file dsdata.txt to determine how the superseded data were derived.
 FL1959
 FL1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7220885894(NAD 83)
 FL1959_MARKER: DS = TRIANGULATION STATION DISK
 FL1959_SETTING: 66 = SET IN ROCK OUTCROP
 FL1959
 FL1959  HISTORY     - Date     Condition        Report By
 FL1959  HISTORY     - 1951     MONUMENTED       CGS
 FL1959
 FL1959                          STATION DESCRIPTION
 FL1959
 FL1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1959'THE STATION IS ON THE NORTHEAST END OF A MESA ABOUT 4 MILES
 FL1959'AIR LINE NORTHWEST OF DOZIER, ABOUT 11.5 MILES AIR LINE SOUTHWEST
 FL1959'OF SHAMROCK, AND ABOUT 1.5 MILES AIR LINE NORTH-NORTHWEST
 FL1959'OF THE OLD ABRA CHURCH.  THE STATION MARK, A BRONZE DISK STAMPED
 FL1959'ABRA 1951, IS SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 FL1959'GROUND.  IT IS LOCATED ON THE HIGHEST POINT OF THE MESA, 10
 FL1959'FEET WEST OF THE EAST RIM, 75 FEET SOUTH OF THE NORTH RIM, AND
 FL1959'AT THE HEAD OF A SMALL RAVINE.
 FL1959'
 FL1959'REFERENCE MARK NO. 1, A BRONZE DISK STAMPED ABRA NO 1 1951,
 FL1959'IS SET IN A DRILL HOLE IN BEDROCK ABOUT 2 FEET LOWER THAN THE
 FL1959'STATION.  IT IS LOCATED 2 FEET SOUTH OF THE RIM OF THE SOUTH SIDE
 FL1959'OF A SMALL RAVINE, AND 20 FEET WEST OF THE EAST RIM OF THE MESA.
 FL1959'
 FL1959'THE AZIMUTH MARK, A BRONZE DISK STAMPED ABRA 1951, IS SET IN
 FL1959'A DRILL HOLE IN BEDROCK OUTCROP.  IT IS LOCATED 0.75 MILE AIR
 FL1959'LINE SOUTHWEST OF THE STATION, IN ABOUT THE MIDDLE OF THE MESA,
 FL1959'6 FEET EAST OF THE WEST RIM OF THE MESA, AND 10 FEET NORTH OF
 FL1959'A WHITE WITNESS POST.
 FL1959'
 FL1959'TO REACH FROM THE POST OFFICE IN DOZIER WHICH IS 10 MILES SOUTH
 FL1959'OF LELA, GO WEST ON DIRT ROAD 4.1 MILES TO A CROSSROAD.  TURN
 FL1959'RIGHT, NORTH, AND GO 1.65 MILES TO A WIRE GATE ABOUT 0.05 MILE
 FL1959'SOUTHWEST OF A CORRAL AND LOADING CHUTE.  TURN RIGHT THROUGH
 FL1959'GATE AND GO ON TRACK ROAD 0.2 MILE (THE AZIMUTH MARK IS 0.2 MILE
 FL1959'SOUTH OF THIS POINT).  LEAVE TRACK ROAD AND GO ACROSS COUNTRY
 FL1959'NORTHEAST FOR 0.55 MILE TO THE HIGHEST POINT OF MESA AND
 FL1959'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1115 ***********************************************************************
 CU1115  DESIGNATION -  ABRAMS
 CU1115  PID         -  CU1115
 CU1115  STATE/COUNTY-  TX/HOWARD
 CU1115  USGS QUAD   -  KNOTT NE (1966)
 CU1115
 CU1115                         *CURRENT SURVEY CONTROL
 CU1115  ___________________________________________________________________
 CU1115* NAD 83(1993)-  32 26 42.04362(N)    101 35 53.81998(W)     ADJUSTED  
 CU1115* NAVD 88     -       824.6    (meters)    2705.     (feet)  VERTCON   
 CU1115  ___________________________________________________________________
 CU1115  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 CU1115  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CU1115
 CU1115  HORZ ORDER  -  FIRST
 CU1115
 CU1115.The horizontal coordinates were established by classical geodetic methods
 CU1115.and adjusted by the National Geodetic Survey in February 1996..
 CU1115
 CU1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1115
 CU1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1115
 CU1115.The geoid height was determined by GEOID03.
 CU1115
 CU1115;                    North         East     Units Scale Factor Converg.
 CU1115;SPC TXNC     - 2,090,607.177   308,719.461   MT  0.99992827   -1 41 23.2
 CU1115;SPC TXNC     - 6,858,933.71  1,012,857.10   sFT  0.99992827   -1 41 23.2
 CU1115;UTM  14      - 3,592,736.280   255,735.214   MT  1.00033582   -1 23 40.7
 CU1115
 CU1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1115!SPC TXNC     -   0.99987452  x   0.99992827  =   0.99980280
 CU1115!UTM  14      -   0.99987452  x   1.00033582  =   1.00021030
 CU1115
 CU1115|---------------------------------------------------------------------|
 CU1115| PID    Reference Object                     Distance      Geod. Az  |
 CU1115|                                                           dddmmss.s |
 CU1115| CH7792 ABRAMS RM 3                          18.064 METERS 11720     |
 CU1115| CU1114 VORTAC BIG SPRINGS BGS              APPROX.12.6 KM 1212411.1 |
 CU1115| CU1106 EVART RESET                         APPROX.13.1 KM 1335826.5 |
 CU1115| CH7790 ABRAMS RM 1 AZIMUTH                                21609     |
 CU1115| CU1130 AIRWAYS BEACON 26                   APPROX.52.4 KM 2190333.2 |
 CU1115| CH8823 E KNOTT 30FT WOODEN TANK                           2280048.2 |
 CU1115| CU1143 ACKERLY SMALL BLACK TANK            APPROX.14.2 KM 3090639.6 |
 CU1115| CU1145 ACKERLY ATT MICROWAVE               APPROX.11.1 KM 3122004.3 |
 CU1115| CH7791 ABRAMS RM 2                          23.561 METERS 32431     |
 CU1115|---------------------------------------------------------------------|
 CU1115
 CU1115                          SUPERSEDED SURVEY CONTROL
 CU1115
 CU1115  NAD 83(1986)-  32 26 42.04958(N)    101 35 53.81231(W) AD(       ) 1
 CU1115  NAD 27      -  32 26 41.63800(N)    101 35 52.34200(W) AD(       ) 1
 CU1115  NGVD 29 (07/19/86)  824.3    (m)         2704.     (f) VERT ANG       
 CU1115
 CU1115.Superseded values are not recommended for survey control.
 CU1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1115.See file dsdata.txt to determine how the superseded data were derived.
 CU1115
 CU1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA5573592736(NAD 83)
 CU1115_MARKER: DS = TRIANGULATION STATION DISK
 CU1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU1115+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CU1115
 CU1115  HISTORY     - Date     Condition        Report By
 CU1115  HISTORY     - 1932     MONUMENTED       CGS
 CU1115  HISTORY     - 1933     GOOD             CGS
 CU1115  HISTORY     - 1937     GOOD             CGS
 CU1115  HISTORY     - 1937     GOOD             CGS
 CU1115  HISTORY     - 1940     GOOD             CGS
 CU1115  HISTORY     - 1957     GOOD             CGS
 CU1115  HISTORY     - 1964     GOOD             CGS
 CU1115  HISTORY     - 1968     GOOD             CGS
 CU1115  HISTORY     - 1978     GOOD             DMA
 CU1115  HISTORY     - 1986     GOOD
 CU1115
 CU1115                          STATION DESCRIPTION
 CU1115
 CU1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CU1115'ABOUT 7 MILES N AND 1 MILE W OF BIG SPRING, ON PASTURE LAND
 CU1115'OWNED BY A MR. ABRAMS, AND LEASED BY MR. L.S. HAMLIN.
 CU1115'
 CU1115'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CU1115'DISKS SET IN CONCRETE.
 CU1115'
 CU1115'SURFACE MARK PROJECTS 2 INCHES ABOVE GROUND.
 CU1115'
 CU1115'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES ABOVE THE GROUND,
 CU1115'IS 30 FEET E OF CENTER LINE OF ROAD, 1.8 FEET E OF N-S FENCE
 CU1115'LINE, AND ABOUT 850 FEET FROM STATION, S 36 DEG 09 MIN W.
 CU1115'
 CU1115'REFERENCE MARK NO. 2 PROJECTS 12 INCHES ABOVE GROUND, AND IS
 CU1115'77.40 FEET FROM STATION, N 35 DEG 29 MIN W.  BEARING
 CU1115'FROM STATION OF A 30-FOOT WOODEN TANK, EAST KNOTT, S 48 DEG 01 MIN W.
 CU1115'
 CU1115'TO REACH THE STATION FROM BIG SPRING, GO 15.8 MILES FROM THE
 CU1115'BRIDGE OVER THE RAILROAD, N OVER U.S. HIGHWAY 385 TO WHERE IT
 CU1115'TURNS LEFT.  CONTINUE ON N 2.3 MILES TO STATION ON HIGHEST
 CU1115'POINT OF KNOLL ON RIDGE ON S SIDE OF CREEK, 30.5 FEET NW OF
 CU1115'BLAZED MESQUITE TREE, AND 250 PACES E OF FENCE LINE AND ROAD.
 CU1115'IT IS ABOUT 1/4 MILE S OF THE SECOND CULVERT.
 CU1115
 CU1115                          STATION RECOVERY (1933)
 CU1115
 CU1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RGA)
 CU1115'RECOVERED AS DESCRIBED.
 CU1115
 CU1115                          STATION RECOVERY (1937)
 CU1115
 CU1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CU1115'STATION AND ALL MARKS FOUND AS DESCRIBED IN GOOD CONDITION.
 CU1115'FOLLOWING IS A NEW DESCRIPTION OF HOW TO REACH THE STATION--
 CU1115'ABOUT 15 MILES N AND 7 MILES W OF BIG SPRING, ON PASTURE LAND
 CU1115'OWNED BY MR. ABRAMS AND LEASED BY MR. L.S. HAMLIN.
 CU1115'
 CU1115'STATION IS REACHED FROM THE VIADUCT OVER THE RAILROAD AT BIG
 CU1115'SPRING BY GOING N ON U.S. HIGHWAY 87 (PAVED) FOR 14.3 MILES TO
 CU1115'CROSSROADS.  THENCE LEAVE U.S. HIGHWAY 87, TURN RIGHT AND GO N
 CU1115'ON GRADED DIRT ROAD FOR 1.0 MILE TO THE AZIMUTH ON RIGHT SIDE
 CU1115'OF ROAD.  THENCE GO THROUGH FENCE AND GO ACROSS PASTURE NE FOR
 CU1115'0.15 MILE TO THE HIGHEST POINT AND STATION.  IT IS ON THE
 CU1115'HIGHEST POINT OF RIDGE S OF CREEK, 30.5 FEET NW OF A BLAZED
 CU1115'MESQUITE TREE, AND 250 PACES E OF FENCE LINE AT E SIDE OF
 CU1115'ROAD.
 CU1115
 CU1115                          STATION RECOVERY (1937)
 CU1115
 CU1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EHS)
 CU1115'SURFACE AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 CU1115'
 CU1115'ABOUT 13.5 MILES N AND 7 MILES W OF BIG SPRING, ON PASTURE LAND.
 CU1115'
 CU1115'TO REACH STATION FROM BIG SPRING (OVERPASS OVER RAILROAD),
 CU1115'GO NW ON NEW STATE HIGHWAY 9 (U.S. HIGHWAY 87) FOR 14.2 MILES
 CU1115'TO A DIRT ROAD RUNNING N, (THERE ARE ALSO DIRT ROADS TO S AND
 CU1115'W OF THIS POINT), PROCEED N ON DIRT ROAD 0.8 MILE, THEN NNE
 CU1115'0.1 MILE, THENCE N 0.1 MILE TO STATION SITE.
 CU1115
 CU1115                          STATION RECOVERY (1940)
 CU1115
 CU1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (HSC)
 CU1115'STATION IS 1/2 MILE EAST OF HIGHWAY 87.  FROM VIADUCT IN BIG
 CU1115'SPRING GO 13.0 MILES TO POINT WHERE A ROAD TURNS OFF TO LEFT.
 CU1115'CONTINUE ON 87, 1.2 MILES TO CROSS ROAD.  GO RIGHT, 1.1 MILES
 CU1115'ON DIRT ROAD AND R.M. NO. 2 IS ON THE RIGHT SIDE OF ROAD.  THIS
 CU1115'DIFFERENCE HAS BEEN CAUSED BY THE ROAD BEING IMPROVED AND MADE
 CU1115'STRAIGHT.
 CU1115
 CU1115                          STATION RECOVERY (1957)
 CU1115
 CU1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 CU1115'THE STATION WAS RECOVERED AS DESCRIBED.
 CU1115
 CU1115                          STATION RECOVERY (1964)
 CU1115
 CU1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 CU1115'RECOVERED IN GOOD CONDITION AS DESCRIBED BY O.S.R., 1937.
 CU1115
 CU1115                          STATION RECOVERY (1968)
 CU1115
 CU1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1115'STATION MARK, REFERENCE MARKS 1 (AZIMUTH MARK) AND 2 WERE RECOVERED
 CU1115'AND FOUND IN GOOD CONDITION.  DUE TO ROAD CHANGES, FOLLOWING IS A
 CU1115'NEW AND COMPLETE DESCRIPTION.  REFERENCE MARK 3 WAS ESTABLISHED.
 CU1115'
 CU1115'STATION IS LOCATED ABOUT 15.0 MILES NORTH-NORTHWEST OF BIG SPRING,
 CU1115'8.0 MILES WEST OF THE VILLAGE OF LUTHER AND 5.0 MILES
 CU1115'SOUTH-SOUTHWEST OF THE VILLAGE OF VEALMOOR.
 CU1115'
 CU1115'TO REACH FROM THE VILLAGE OF VEALMOOR, GO SOUTH ON FARM ROAD 1584
 CU1115'FOR 2.9 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST ON A GRAVELED
 CU1115'ROAD FOR 3.0 MILES TO WHERE THE ROAD TURNS SOUTH, TURN SOUTH AND
 CU1115'CONTINUE ON THE ROAD FOR 0.9 MILE TO REFERENCE MARK 1 (AZIMUTH
 CU1115'MARK) ON THE LEFT, CONTINUE SOUTHERLY ON THE ROAD FOR 0.1 MILE TO A
 CU1115'TRACK ROAD LEFT, TURN LEFT FOR 0.05 MILE TO A WHITE, METAL
 CU1115'GATE, PASS THROUGH THE GATE AND GO EASTERLY ON A TRACK ROAD FOR
 CU1115'0.15 MILE TO A TRACK ROAD LEFT, TURN LEFT AND GO NORTH ON THE
 CU1115'TRACK ROAD FOR 0.15 MILE TO A DIM FORK, KEEP LEFT AND GO
 CU1115'NORTHWEST ON A TRACK ROAD FOR 0.05 MILE TO THE STATION.
 CU1115'
 CU1115'STATION MARK IS A STANDARD DISK, STAMPED ABRAMS 1932, SET IN THE
 CU1115'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CU1115'GROUND SURFACE.  IT IS 4.5 FEET WEST-SOUTHWEST OF A WOODEN
 CU1115'WITNESS POST.
 CU1115'
 CU1115'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ABRAMS NO 1 1932, SET
 CU1115'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CU1115'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 30.0 FEET EAST OF
 CU1115'THE CENTER OF A GRAVELED ROAD, 1.5 FEET SOUTHEAST OF A WITNESS
 CU1115'POST AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE.
 CU1115'
 CU1115'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ABRAMS NO 2 1932, SET
 CU1115'IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CU1115'ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 78.0 FEET NORTHWEST
 CU1115'OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CU1115'
 CU1115'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ABRAMS NO 3 1932 1968,
 CU1115'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 CU1115'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 57.0 FEET SOUTHEAST
 CU1115'OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CU1115'
 CU1115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES SSW
 CU1115'OF VEALMOOR.
 CU1115
 CU1115                          STATION RECOVERY (1978)
 CU1115
 CU1115'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (B)
 CU1115'ABRAMS RECOVERED GOOD.
 CU1115'
 CU1115'RM 1 RECOVERED GOOD.
 CU1115'
 CU1115'RM 2 RECOVERED GOOD.
 CU1115'
 CU1115'RM 3 NOT FOUND, ONLY SEARCHED BRIEFLY.
 CU1115
 CU1115                          STATION RECOVERY (1986)
 CU1115
 CU1115'RECOVERED 1986
 CU1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1076 ***********************************************************************
 CD1076  FBN         -  This is a Federal Base Network Control Station.
 CD1076  DESIGNATION -  ACALA
 CD1076  PID         -  CD1076
 CD1076  STATE/COUNTY-  TX/HUDSPETH
 CD1076  USGS QUAD   -  ACALA (1972)
 CD1076
 CD1076                         *CURRENT SURVEY CONTROL
 CD1076  ___________________________________________________________________
 CD1076* NAD 83(1993)-  31 21 34.40299(N)    105 53 06.93976(W)     ADJUSTED  
 CD1076* NAVD 88     -      1176.9    (meters)    3861.     (feet)  GPS OBS   
 CD1076  ___________________________________________________________________
 CD1076  X           -  -1,492,368.864 (meters)                     COMP
 CD1076  Y           -  -5,244,121.258 (meters)                     COMP
 CD1076  Z           -   3,300,599.667 (meters)                     COMP
 CD1076  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 CD1076  ELLIP HEIGHT-        1152.71  (meters)          (05/01/00) GPS OBS
 CD1076  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CD1076
 CD1076  HORZ ORDER  -  A
 CD1076  ELLP ORDER  -  THIRD     CLASS I
 CD1076
 CD1076.The horizontal coordinates were established by GPS observations
 CD1076.and adjusted by the National Geodetic Survey in May 1997..
 CD1076
 CD1076.The orthometric height was determined by GPS observations and a
 CD1076.high-resolution geoid model.
 CD1076
 CD1076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CD1076
 CD1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1076
 CD1076.The ellipsoidal height was determined by GPS observations
 CD1076.and is referenced to NAD 83.
 CD1076
 CD1076.The geoid height was determined by GEOID03.
 CD1076
 CD1076;                    North         East     Units Scale Factor Converg.
 CD1076;SPC TX C     - 3,200,844.800   172,038.582   MT  0.99990121   -2 51 34.5
 CD1076;SPC TX C     -10,501,438.31    564,429.91   sFT  0.99990121   -2 51 34.5
 CD1076;UTM  13      - 3,469,789.434   415,804.829   MT  0.99968743   -0 27 38.6
 CD1076
 CD1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1076!SPC TX C     -   0.99981902  x   0.99990121  =   0.99972025
 CD1076!UTM  13      -   0.99981902  x   0.99968743  =   0.99950651
 CD1076
 CD1076|---------------------------------------------------------------------|
 CD1076| PID    Reference Object                     Distance      Geod. Az  |
 CD1076|                                                           dddmmss.s |
 CD1076| CH7795 ACALA RM 2                           16.260 METERS 01014     |
 CD1076| CH7793 ACALA AZ MK                                        2051312.1 |
 CD1076| CH7794 ACALA RM 1                           21.931 METERS 28151     |
 CD1076|---------------------------------------------------------------------|
 CD1076
 CD1076                          SUPERSEDED SURVEY CONTROL
 CD1076
 CD1076  ELLIP H (05/12/97) 1152.87   (m)                       GP(       ) 1 1
 CD1076  NAD 83(1993)-  31 21 34.40379(N)    105 53 06.93860(W) AD(       ) A
 CD1076  ELLIP H (01/13/94) 1152.82   (m)                       GP(       ) 1 1
 CD1076  NAD 83(1986)-  31 21 34.41874(N)    105 53 06.93141(W) AD(       ) 1
 CD1076  NAD 27      -  31 21 33.97100(N)    105 53 05.04100(W) AD(       ) 1
 CD1076
 CD1076.Superseded values are not recommended for survey control.
 CD1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1076.See file dsdata.txt to determine how the superseded data were derived.
 CD1076
 CD1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ1580569789(NAD 83)
 CD1076_MARKER: DS = TRIANGULATION STATION DISK
 CD1076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD1076_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD1076_STAMPING: ACALA 1934
 CD1076_MARK LOGO: CGS   
 CD1076_MAGNETIC: I = MARKER IS A STEEL ROD
 CD1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CD1076+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 CD1076
 CD1076  HISTORY     - Date     Condition        Report By
 CD1076  HISTORY     - 1934     MONUMENTED       CGS
 CD1076  HISTORY     - 1934     GOOD             CGS
 CD1076  HISTORY     - 1936     GOOD             CGS
 CD1076  HISTORY     - 1972     GOOD             USGS
 CD1076  HISTORY     - 19930222 GOOD             NGS
 CD1076  HISTORY     - 19980225 GOOD             NGS
 CD1076  HISTORY     - 20020905 GOOD             JCLS
 CD1076
 CD1076                          STATION DESCRIPTION
 CD1076
 CD1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1076'STATION IS ABOUT 5 MILES NW OF THE FORT HANCOCK RAILROAD
 CD1076'STATION AND 2-1/2 MILES NE OF THE C.C. STAPLETON STORE AT
 CD1076'ACALA ON U.S. HIGHWAY 80.  IT IS ON THE HIGHEST POINT OF A DETACHED
 CD1076'MESA WHICH HAS WHITE CHALK RIMS ON THE N, E, AND SE.  THE W
 CD1076'SIDE OF THE MESA IS COVERED WITH SAND AND SLOPES GRADUALLY
 CD1076'TO THE W.
 CD1076'
 CD1076'SURFACE STATION, AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 CD1076'THE TOPS OF IRON PIPES.
 CD1076'
 CD1076'UNDERGROUND STATION, AND AZIMUTH MARKS ARE STANDARD DISKS
 CD1076'SET IN CONCRETE.
 CD1076'
 CD1076'THE AZIMUTH MARK IS ABOUT 1 MILE S OF THE STATION AND IS ABOUT 75
 CD1076'FEET TO THE W OF A GRAVEL RIDGE.
 CD1076'
 CD1076'THE STATION IS REACHED FROM FORT HANCOCK ON U.S. HIGHWAY
 CD1076'80 BY GOING NW ON U.S. HIGHWAY 80, 4.6 MILES TO POINT WHERE
 CD1076'A GRAVELED ROAD TURNS RIGHT AT A POINT 0.1 MILE E OF THE ACALA
 CD1076'POST OFFICE.  LEAVE THE HIGHWAY HERE AND FOLLOW MAIN-GRAVELED
 CD1076'ROAD N AND E 0.95 MILE TO A FORKS.  TAKE LEFT FORK STRAIGHT
 CD1076'AHEAD 0.15 MILE TO RAILROAD TRACKS.  CROSS THE TRACKS TO THE
 CD1076'NW OF A SMALL RAILROAD BRIDGE OVER A WASH AND PASS THROUGH A
 CD1076'WIRE GATE.  (THERE IS A LUMBER GATE IN THIS SAME FENCE LINE
 CD1076'BUT THE ROUTE THROUGH THE WIRE GATE IS THE BETTER BECAUSE
 CD1076'IT IS LESS SANDY.) FROM THE WIRE GATE FOLLOW THE OLD ROAD N
 CD1076'0.85 MILE TO SEVERAL SMALL GRAVEL KNOLLS AND RIDGES.  THIS
 CD1076'IS AS FAR AS A TRUCK CAN BE DRIVEN.  FROM THIS POINT PACK N
 CD1076'TO THE TOP OF THE HIGHEST HILL WHICH CAN BE SEEN FROM
 CD1076'THE TRUCK.  THE DISTANCE IS ABOUT 1 MILE AND IT IS ABOUT A
 CD1076'HALF-HOUR PACK.
 CD1076'
 CD1076'A 4-FOOT STAND WAS ERECTED.
 CD1076
 CD1076                          STATION RECOVERY (1934)
 CD1076
 CD1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 CD1076'RECOVERED IN GOOD CONDITION.
 CD1076
 CD1076                          STATION RECOVERY (1936)
 CD1076
 CD1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1076'STATION AND ALL MARKS RECOVERED IN EXCELLENT CONDITION.
 CD1076'
 CD1076'STATION IS ON THE HIGHEST POINT OF A LOW HILL, WHICH IS SANDY
 CD1076'AND SLOPES GENTLY TO THE S AND SW WHILE THE E AND SE SIDES
 CD1076'OF THE HILL ARE CHALK BLUFFS.  THESE CHALK BLUFFS ARE ABOUT
 CD1076'A HALF MILE NW OF A LARGE WASH, WHICH EXTENDS IN A NE AND SW
 CD1076'DIRECTION.  MARK IS 15 FEET NW OF THE EDGE OF THE CHALK BLUFF,
 CD1076'AND PROJECTS 12 INCHES.
 CD1076'
 CD1076'REFERENCE MARK NO. 1 PROJECTS 8 INCHES.
 CD1076'
 CD1076'REFERENCE MARK NO. 2 PROJECTS 14 INCHES.
 CD1076'
 CD1076'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS AT THE NW CORNER
 CD1076'OF A GROUP OF GRAVEL HILLS, WHICH ARE ABOUT A HALF MILE N OF
 CD1076'THE SOUTHERN PACIFIC RAILROAD.
 CD1076'
 CD1076'TO REACH THE STATION FROM THE C.C. STAPLETON STORE ON U.S.
 CD1076'HIGHWAY 80, IN THE SMALL TOWN OF ACALA, GO SE ON U.S. HIGHWAY
 CD1076'80, 0.1 MILE TO A GRAVEL ROAD ON THE LEFT.  HERE TURN LEFT, LEAVE
 CD1076'HIGHWAY, AND FOLLOW GRAVEL ROAD E AND NE 1.2 MILES TO THE
 CD1076'SOUTHERN PACIFIC RAILROAD TRACKS.  CROSS TRACKS, PASS THROUGH
 CD1076'GATE IN RIGHT-OF-WAY FENCE, TAKE RIGHT FORK 50 FEET, AFTER
 CD1076'PASSING THROUGH GATE, AND GO NE ON TRACK ROAD 0.15 MILE TO
 CD1076'TELEPHONE LINE.  TURN LEFT AND GO N ALONG TELEPHONE LINE
 CD1076'0.05 MILE TO A FORK.  HERE TAKE RIGHT FORK, LEAVE TELEPHONE
 CD1076'LINE AND GO N AND E 0.6 MILE TO THE NW TOE OF THE GRAVEL
 CD1076'HILLS AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK NNE
 CD1076'ACROSS SANDY COUNTRY ABOUT A MILE TO TOP OF HILL AND STATION.
 CD1076'ABOUT A 20-MINUTE PACK.
 CD1076'
 CD1076'NOTE--THE AZIMUTH IS AT THE END OF TRUCK TRAVEL.
 CD1076'
 CD1076'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CD1076
 CD1076                          STATION RECOVERY (1972)
 CD1076
 CD1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JTD)
 CD1076'STATION MARK FOUND IN GOOD CONDITION.
 CD1076'
 CD1076'REFERENCE MARKS HAVE BEEN DESTROYED.
 CD1076'
 CD1076'STATION REACHED BY HELICOPTER.
 CD1076
 CD1076                          STATION RECOVERY (1993)
 CD1076
 CD1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CD1076'STATION IS LOCATED ABOUT 75 KM (46.60 MI) SOUTHEAST OF EL PASO, 12 KM
 CD1076'(7.45 MI) NORTHWEST OF FORT HANCOCK, 6 KM (3.70 MI) NORTH OF ACALA,
 CD1076'ON A LOW EAST-WEST RIDGE.  AREA AROUND STATION HAS BEEN GRADED OFF,
 CD1076'LEAVING STATION ON A NARROW 1.5 METERHIGH BY ABOUT 10 X 40 METERLONG
 CD1076'DIRT ISLAND.  AREA IS A DUMPING GROUND FOR LARGE CONCRETE POSTS USED
 CD1076'TO SUPPORT HIGHWAY SIGNS.  OWNERSHIP--STATE OF TEXAS.
 CD1076'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 10
 CD1076'AND ACALA ROAD (EXIT 68), GO NORTH ON PAVEMENT FOR 0.08 KM (0.05 MI)
 CD1076'TO A CATTLE GUARD AT PAVEMNENT END.  CONTINUE AHEAD, NORTHERLY, ON
 CD1076'GRADED ROAD FOR 1.75 KM (1.10 MI) TO A NARROW ROAD RIGHT JUST PAST
 CD1076'TOP OF GRADE.  TURN RIGHT, NORTHEAST, ON NARROW ROAD FOR 0.11 KM
 CD1076'(0.05 MI) TO A WIDE AREA AT DUMPING GROUND AND STATION ON THE RIGHT.
 CD1076'STATION MARK IS SET IN CONCRETE-FILLED STEEL PIPE PROJECTING 25 CM
 CD1076'ABOVE GROUND.  IT IS 1.3 M (4.3 FT) WEST OF A FIBERGLASS WITNESS
 CD1076'POST, 29 M (95.1 FT) SOUTHEAST OF THE ROAD CENTER, 3.5 M (11.5 FT)
 CD1076'NORTH OF THE SOUTH EDGE OF THE HILL AND 18 M (59.1 FT) SOUTHWEST OF
 CD1076'THE NORTHEAST END OF THE HILL.
 CD1076
 CD1076                          STATION RECOVERY (1998)
 CD1076
 CD1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CD1076'RECOVERED AS DESCRIBED WITH THESE ADDITIONS.  BY R.G.  HAYES 1.3 M
 CD1076'(4.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST, AND THE STATION
 CD1076'PROJECTS ABOUT 25-CM ABOVE THE GROUND SURFACE.
 CD1076
 CD1076                          STATION RECOVERY (2002)
 CD1076
 CD1076'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CD1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0744 ***********************************************************************
 CU0744  DESIGNATION -  ACCESS
 CU0744  PID         -  CU0744
 CU0744  STATE/COUNTY-  TX/NOLAN
 CU0744  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0744
 CU0744                         *CURRENT SURVEY CONTROL
 CU0744  ___________________________________________________________________
 CU0744* NAD 83(1993)-  32 29 18.88311(N)    100 19 59.34173(W)     ADJUSTED  
 CU0744* NAVD 88     -       647.219  (meters)    2123.42   (feet)  ADJUSTED  
 CU0744  ___________________________________________________________________
 CU0744  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CU0744  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CU0744  DYNAMIC HT  -         646.361 (meters)    2120.60  (feet)  COMP
 CU0744  MODELED GRAV-     979,292.6   (mgal)                       NAVD 88
 CU0744
 CU0744  HORZ ORDER  -  FIRST
 CU0744  VERT ORDER  -  FIRST     CLASS II
 CU0744
 CU0744.The horizontal coordinates were established by classical geodetic methods
 CU0744.and adjusted by the National Geodetic Survey in February 1996..
 CU0744
 CU0744.The orthometric height was determined by differential leveling
 CU0744.and adjusted by the National Geodetic Survey in June 1991..
 CU0744
 CU0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0744
 CU0744.The geoid height was determined by GEOID03.
 CU0744
 CU0744.The dynamic height is computed by dividing the NAVD 88
 CU0744.geopotential number by the normal gravity value computed on the
 CU0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0744.degrees latitude (g = 980.6199 gals.).
 CU0744
 CU0744.The modeled gravity was interpolated from observed gravity values.
 CU0744
 CU0744;                    North         East     Units Scale Factor Converg.
 CU0744;SPC TXNC     - 2,092,645.626   427,727.115   MT  0.99992057   -0 59 59.2
 CU0744;SPC TXNC     - 6,865,621.52  1,403,301.38   sFT  0.99992057   -0 59 59.2
 CU0744;UTM  14      - 3,595,375.846   374,744.307   MT  0.99979347   -0 42 58.2
 CU0744
 CU0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0744!SPC TXNC     -   0.99990268  x   0.99992057  =   0.99982326
 CU0744!UTM  14      -   0.99990268  x   0.99979347  =   0.99969617
 CU0744
 CU0744:                Primary Azimuth Mark                     Grid Az
 CU0744:SPC TXNC     -  SWEETWATER FLINKOTE CO TANK              214 00 24.6
 CU0744:UTM  14      -  SWEETWATER FLINKOTE CO TANK              213 43 23.6
 CU0744
 CU0744|---------------------------------------------------------------------|
 CU0744| PID    Reference Object                     Distance      Geod. Az  |
 CU0744|                                                           dddmmss.s |
 CU0744| CU0948 SWEETWATER FLINKOTE CO TANK         APPROX. 0.8 KM 2130025.4 |
 CU0744| CU0746 ACCESS RM 2                           7.949 METERS 25811     |
 CU0744| CU0949 SWEETWATER TV STA KTXS MAST         APPROX. 3.3 KM 2653419.4 |
 CU0744| CU0897 SWEETWATER ATT MICROWAVE            APPROX. 4.9 KM 2983531.0 |
 CU0744| CU0745 ACCESS RM 1                          11.922 METERS 35044     |
 CU0744|---------------------------------------------------------------------|
 CU0744
 CU0744                          SUPERSEDED SURVEY CONTROL
 CU0744
 CU0744  NAD 83(1986)-  32 29 18.88837(N)    100 19 59.33123(W) AD(       ) 1
 CU0744  NAD 27      -  32 29 18.46233(N)    100 19 57.95777(W) AD(       ) 1
 CU0744
 CU0744.Superseded values are not recommended for survey control.
 CU0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0744.See file dsdata.txt to determine how the superseded data were derived.
 CU0744
 CU0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA7474495376(NAD 83)
 CU0744_MARKER: DS = TRIANGULATION STATION DISK
 CU0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0744_SP_SET: CONCRETE POST
 CU0744_STAMPING: ACCESS 1968
 CU0744_MARK LOGO: CGS   
 CU0744_PROJECTION: PROJECTING 5 CENTIMETERS
 CU0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0744+STABILITY: SURFACE MOTION
 CU0744
 CU0744  HISTORY     - Date     Condition        Report By
 CU0744  HISTORY     - 1968     MONUMENTED       CGS
 CU0744  HISTORY     - 1982     GOOD             NGS
 CU0744  HISTORY     - 1982     GOOD             NGS
 CU0744  HISTORY     - 19980519 GOOD             TXDOT
 CU0744  HISTORY     - 19990927 GOOD             TXDOT
 CU0744
 CU0744                          STATION DESCRIPTION
 CU0744
 CU0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0744'STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF SWEETWATER, 1/4
 CU0744'MILE EAST OF THE JUNCTION OF INTERSTATE 20 AND FARM ROAD 1856,
 CU0744'ON THE SOUTH SIDE OF A PAVED ACCESS ROAD AND ON ROAD RIGHT-OF-WAY.
 CU0744'
 CU0744'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 20 AND
 CU0744'STATE HIGHWAY 70 IN THE SOUTH PART OF SWEETWATER, GO EAST ON
 CU0744'INTERSTATE 20 FOR 4.4 MILES TO FARM ROAD 1856 EXIT ON THE RIGHT,
 CU0744'BEAR RIGHT ON THE EXIT ROAD AND CONTINUE EAST FOR 0.3 MILE TO
 CU0744'FARM ROAD 1856, CONTINUE EAST ON THE ACCESS ROAD FOR 0.25 MILE
 CU0744'TO TOP OF SMALL RISE AND STATION ON THE RIGHT.
 CU0744'
 CU0744'STATION MARK IS A STANDARD DISK, STAMPED ACCESS 1968, SET
 CU0744'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 CU0744'THE SURFACE.  IT IS 23 FEET SOUTH OF THE CENTER OF THE ACCESS
 CU0744'ROAD, 12.8 FEET WEST-NORTHWEST OF A POWERPOLE, 11.6 FEET
 CU0744'EAST-NORTHEAST OF A FENCE POST WITH WITNESS SIGN ATTACHED AND 3
 CU0744'FEET NORTH OF AN EAST-WEST FENCE.
 CU0744'
 CU0744'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ACCESS NO 1 1968,
 CU0744'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CU0744'ABOUT 2 INCHES ABOVE THE SURFACE.  IT IS 16.0 FEET NORTH OF THE
 CU0744'CENTER OF THE ROAD, 42.4 FEET NORTHWEST OF THE POWERPOLE, 44
 CU0744'FEET NORTH-NORTHEAST OF THE FENCE POST WITH WITNESS SIGN
 CU0744'ATTACHED, 2.5 FEET EAST OF A METAL WITNESS POST AND ABOUT THE
 CU0744'SAME ELEVATION AS THE STATION.
 CU0744'
 CU0744'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ACCESS NO 2 1968,
 CU0744'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CU0744'ABOUT 3 INCHES.  IT IS 22.5 FEET SOUTH OF THE CENTER OF THE
 CU0744'ROAD, 15.0 FEET WEST OF FENCE POST WITH WITNESS SIGN ATTACHED,
 CU0744'3.5 FEET NORTH OF THE FENCE LINE AND ABOUT THE SAME ELEVATION
 CU0744'AS THE STATION.
 CU0744'
 CU0744'NO AZIMUTH MARK ESTABLISHED AT THIS TIME.
 CU0744
 CU0744                          STATION RECOVERY (1982)
 CU0744
 CU0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CU0744'THE STATION, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED AS
 CU0744'DESCRIBED IN 1968 IN GOOD CONDITION.
 CU0744
 CU0744                          STATION RECOVERY (1982)
 CU0744
 CU0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0744'7.5 KM (4.7 MI) EAST FROM SWEETWATER.
 CU0744'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0744'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0744'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0744'3.1 KM (1.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, 0.4 KM (0.25
 CU0744'MI) EAST OF THE JUNCTION OF FARM ROAD 1856 LEADING SOUTH TO LAKE
 CU0744'SWEETWATER, 29.4 METERS (96.5 FT) SOUTH OF THE CENTERLINE OF THE EAST
 CU0744'BOUND LANES OF THE HIGHWAY, 6.8 METERS (22.3 FT) SOUTH OF THE CENTER
 CU0744'OF A FRONTAGE ROAD, 4.0 METERS (13.1 FT) WEST OF UTILITY POLE NUMBER
 CU0744'2696 AND 0.9 METER (3.0 FT) NORTH OF A FENCE.
 CU0744'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CU0744'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CU0744
 CU0744                          STATION RECOVERY (1998)
 CU0744
 CU0744'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CU0744'GOOD.
 CU0744
 CU0744                          STATION RECOVERY (1999)
 CU0744
 CU0744'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 CU0744'STATION RM 1, RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0745 ***********************************************************************
 CU0745  DESIGNATION -  ACCESS RM 1
 CU0745  PID         -  CU0745
 CU0745  STATE/COUNTY-  TX/NOLAN
 CU0745  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0745
 CU0745                         *CURRENT SURVEY CONTROL
 CU0745  ___________________________________________________________________
 CU0745* NAD 83(1986)-  32 29 19.     (N)    100 19 59.     (W)     SCALED    
 CU0745* NAVD 88     -       646.976  (meters)    2122.62   (feet)  ADJUSTED  
 CU0745  ___________________________________________________________________
 CU0745  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CU0745  DYNAMIC HT  -         646.118 (meters)    2119.81  (feet)  COMP
 CU0745  MODELED GRAV-     979,292.6   (mgal)                       NAVD 88
 CU0745
 CU0745  VERT ORDER  -  FIRST     CLASS II
 CU0745
 CU0745.The horizontal coordinates were scaled from a topographic map and have
 CU0745.an estimated accuracy of +/- 6 seconds.
 CU0745
 CU0745.The orthometric height was determined by differential leveling
 CU0745.and adjusted by the National Geodetic Survey in June 1991..
 CU0745
 CU0745.The geoid height was determined by GEOID03.
 CU0745
 CU0745.The dynamic height is computed by dividing the NAVD 88
 CU0745.geopotential number by the normal gravity value computed on the
 CU0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0745.degrees latitude (g = 980.6199 gals.).
 CU0745
 CU0745.The modeled gravity was interpolated from observed gravity values.
 CU0745
 CU0745;                    North         East    Units  Estimated Accuracy
 CU0745;SPC TXNC     - 2,092,650.      427,740.      MT  (+/- 180 meters Scaled)
 CU0745
 CU0745                          SUPERSEDED SURVEY CONTROL
 CU0745
 CU0745.No superseded survey control is available for this station.
 CU0745
 CU0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA747953(NAD 83)
 CU0745_MARKER: DR = REFERENCE MARK DISK
 CU0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0745_SP_SET: CONCRETE POST
 CU0745_STAMPING: ACCESS NO 1 1968
 CU0745_MARK LOGO: CGS   
 CU0745_PROJECTION: PROJECTING 5 CENTIMETERS
 CU0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0745+STABILITY: SURFACE MOTION
 CU0745
 CU0745  HISTORY     - Date     Condition        Report By
 CU0745  HISTORY     - 1968     MONUMENTED       CGS
 CU0745  HISTORY     - 1982     GOOD             NGS
 CU0745
 CU0745                          STATION DESCRIPTION
 CU0745
 CU0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0745'7.5 KM (4.7 MI) EAST FROM SWEETWATER.
 CU0745'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0745'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0745'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0745'3.1 KM (1.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, 0.4 KM (0.25
 CU0745'MI) EAST OF THE JUNCTION OF FARM ROAD 1856 LEADING SOUTH TO LAKE
 CU0745'SWEETWATER, 17.5 METERS (57.4 FT) SOUTH OF THE CENTERLINE OF THE EAST
 CU0745'BOUND LANES OF THE HIGHWAY, 12.9 METERS (42.3 FT) NORTHWEST OF UTILITY
 CU0745'POLE NUMBER 2696, 11.9 METERS (39.1 FT) NORTH OF THE STATION MARK AND
 CU0745'4.7 METERS (15.4 FT) NORTH OF THE CENTER OF A FRONTAGE ROAD.
 CU0745'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0746 ***********************************************************************
 CU0746  DESIGNATION -  ACCESS RM 2
 CU0746  PID         -  CU0746
 CU0746  STATE/COUNTY-  TX/NOLAN
 CU0746  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0746
 CU0746                         *CURRENT SURVEY CONTROL
 CU0746  ___________________________________________________________________
 CU0746* NAD 83(1986)-  32 29 18.     (N)    100 20 00.     (W)     SCALED    
 CU0746* NAVD 88     -       647.136  (meters)    2123.15   (feet)  ADJUSTED  
 CU0746  ___________________________________________________________________
 CU0746  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CU0746  DYNAMIC HT  -         646.278 (meters)    2120.33  (feet)  COMP
 CU0746  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 CU0746
 CU0746  VERT ORDER  -  FIRST     CLASS II
 CU0746
 CU0746.The horizontal coordinates were scaled from a topographic map and have
 CU0746.an estimated accuracy of +/- 6 seconds.
 CU0746
 CU0746.The orthometric height was determined by differential leveling
 CU0746.and adjusted by the National Geodetic Survey in June 1991..
 CU0746
 CU0746.The geoid height was determined by GEOID03.
 CU0746
 CU0746.The dynamic height is computed by dividing the NAVD 88
 CU0746.geopotential number by the normal gravity value computed on the
 CU0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0746.degrees latitude (g = 980.6199 gals.).
 CU0746
 CU0746.The modeled gravity was interpolated from observed gravity values.
 CU0746
 CU0746;                    North         East    Units  Estimated Accuracy
 CU0746;SPC TXNC     - 2,092,620.      427,710.      MT  (+/- 180 meters Scaled)
 CU0746
 CU0746                          SUPERSEDED SURVEY CONTROL
 CU0746
 CU0746.No superseded survey control is available for this station.
 CU0746
 CU0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA747953(NAD 83)
 CU0746_MARKER: DR = REFERENCE MARK DISK
 CU0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0746_SP_SET: CONCRETE POST
 CU0746_STAMPING: ACCESS NO 2 1968
 CU0746_MARK LOGO: CGS   
 CU0746_PROJECTION: PROJECTING 5 CENTIMETERS
 CU0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0746+STABILITY: SURFACE MOTION
 CU0746
 CU0746  HISTORY     - Date     Condition        Report By
 CU0746  HISTORY     - 1968     MONUMENTED       CGS
 CU0746  HISTORY     - 1982     GOOD             NGS
 CU0746
 CU0746                          STATION DESCRIPTION
 CU0746
 CU0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0746'7.5 KM (4.7 MI) EAST FROM SWEETWATER.
 CU0746'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0746'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0746'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0746'3.1 KM (1.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, 0.4 KM (0.25
 CU0746'MI) EAST OF THE JUNCTION OF FARM ROAD 1856 LEADING SOUTH TO LAKE
 CU0746'SWEETWATER, 29.3 METERS (96.1 FT) SOUTH OF THE CENTERLINE OF THE EAST
 CU0746'BOUND LANES OF THE HIGHWAY, 11.5 METERS (37.7 FT) WEST OF UTILITY POLE
 CU0746'NUMBER 2696, 7.9 METERS (25.9 FT) WEST OF THE STATION MARK, 6.9 METERS
 CU0746'(22.6 FT) SOUTH OF THE CENTER OF A FRONTAGE ROAD AND 1.1 METERS (3.6
 CU0746'FT) NORTH OF A FENCE.
 CU0746'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0868 ***********************************************************************
 CB0868  DESIGNATION -  ACE
 CB0868  PID         -  CB0868
 CB0868  STATE/COUNTY-  TX/SCHLEICHER
 CB0868  USGS QUAD   -  ROCKING CHAIR RANCH (1970)
 CB0868
 CB0868                         *CURRENT SURVEY CONTROL
 CB0868  ___________________________________________________________________
 CB0868* NAD 83(1993)-  31 03 15.92726(N)    100 14 15.27596(W)     ADJUSTED  
 CB0868* NAVD 88     -       744.6    (meters)    2443.     (feet)  VERTCON   
 CB0868  ___________________________________________________________________
 CB0868  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CB0868  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CB0868
 CB0868  HORZ ORDER  -  FIRST
 CB0868
 CB0868.The horizontal coordinates were established by classical geodetic methods
 CB0868.and adjusted by the National Geodetic Survey in February 1996..
 CB0868
 CB0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0868
 CB0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0868
 CB0868.The geoid height was determined by GEOID03.
 CB0868
 CB0868;                    North         East     Units Scale Factor Converg.
 CB0868;SPC TX C     - 3,153,843.828   709,138.895   MT  0.99988217   +0 02 57.6
 CB0868;SPC TX C     -10,347,235.96  2,326,566.52   sFT  0.99988217   +0 02 57.6
 CB0868;UTM  14      - 3,436,291.457   381,916.256   MT  0.99977200   -0 38 18.5
 CB0868
 CB0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0868!SPC TX C     -   0.99988667  x   0.99988217  =   0.99976886
 CB0868!UTM  14      -   0.99988667  x   0.99977200  =   0.99965870
 CB0868
 CB0868:                Primary Azimuth Mark                     Grid Az
 CB0868:SPC TX C     -  CALLAN 2 RM A 1968                       097 50 58.2
 CB0868:UTM  14      -  CALLAN 2 RM A 1968                       098 32 14.3
 CB0868
 CB0868|---------------------------------------------------------------------|
 CB0868| PID    Reference Object                     Distance      Geod. Az  |
 CB0868|                                                           dddmmss.s |
 CB0868| CB0866 CALLAN 2 RM A 1968                  APPROX.15.1 KM 0975355.8 |
 CB0868| CV3602 ACE RM 1                             34.208 METERS 11344     |
 CB0868| CV3603 ACE RM 2                             39.206 METERS 21610     |
 CB0868| CV3604 ACE RM 3                             72.052 METERS 35607     |
 CB0868| CV3605 ACE RM 4                             72.052 METERS 35607     |
 CB0868|---------------------------------------------------------------------|
 CB0868
 CB0868                          SUPERSEDED SURVEY CONTROL
 CB0868
 CB0868  NAD 83(1986)-  31 03 15.93415(N)    100 14 15.26136(W) AD(       ) 1
 CB0868  NAD 27      -  31 03 15.33100(N)    100 14 13.95700(W) AD(       ) 1
 CB0868  NGVD 29 (07/19/86)  744.4    (m)         2442.     (f) VERT ANG       
 CB0868
 CB0868.Superseded values are not recommended for survey control.
 CB0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0868.See file dsdata.txt to determine how the superseded data were derived.
 CB0868
 CB0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV8191636291(NAD 83)
 CB0868_MARKER: DS = TRIANGULATION STATION DISK
 CB0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0868
 CB0868  HISTORY     - Date     Condition        Report By
 CB0868  HISTORY     - 1935     MONUMENTED       CGS
 CB0868  HISTORY     - 1939     GOOD             TXGS
 CB0868  HISTORY     - 1968     GOOD             CGS
 CB0868
 CB0868                          STATION DESCRIPTION
 CB0868
 CB0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0868'STATION IS LOCATED ON HIGH AND LEVEL GROUND AT THE HEADS OF
 CB0868'KICKAPOO AND ROCKY CREEKS, 2 MILES NE OF HARRY JACKSONS RANCH,
 CB0868'19 MILES SE OF CHRISTOVAL, AND 17 MILES NNE OF FORT MC KAVETT.
 CB0868'STATION IS 25 FEET SW OF TRIANGULAR BLAZE ON OAK TREE AND 15
 CB0868'FEET E OF N-S FENCE LINE, AND PROJECTS ABOUT 8 INCHES ABOVE
 CB0868'THE SURFACE.
 CB0868'
 CB0868'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CB0868'DISKS SET IN CONCRETE.
 CB0868'
 CB0868'REFERENCE MARK NO. 1 IS 112.20 FEET ESE OF STATION, AND PROJECTS
 CB0868'10 INCHES.
 CB0868'
 CB0868'REFERENCE MARK NO. 2 IS 128.62 FEET SW OF STATION, AND PROJECTS 8
 CB0868'INCHES.
 CB0868'
 CB0868'REFERENCE MARK NO. 3 IS 236.39 FEET N OF STATION, 1 FOOT E OF N-S
 CB0868'FENCE LINE, AND PROJECTS 5 INCHES.
 CB0868'
 CB0868'STATION IS REACHED FROM THE UNDERWOOD HOTEL IN CHRISTOVAL BY
 CB0868'GOING S ON MAIN STREET FOR 0.1 MILE, THEN TURN LEFT (E) ON
 CB0868'STREET AT GULF GAS STATION AND FOLLOW THIS ROAD E AND S FOR
 CB0868'11.45 MILES TO WHERE ROAD MAKES A LEFT TURN (E) AT A Y-B CIGAR
 CB0868'SIGN IN FENCE CORNER ON RIGHT, CONTINUE ON MAIN GRADED ROAD
 CB0868'E FOR 4.5 MILES, THEN TAKE LEFT FORK THROUGH GATE AT RIGHT TURN
 CB0868'IN ROAD AND A WINDMILL AND HOUSE ON THE LEFT AND FOLLOW MAIN
 CB0868'GRADED ROAD E FOR 1.5 MILES, PASS THROUGH GATE AND TAKE MAIN
 CB0868'RIGHT FORK E FOR 4.7 MILES, PASS THROUGH GATE AT RANCH OF
 CB0868'HARRY JACKSON AND CONTINUE PAST HOUSE SOUTHWARD FOR 0.65
 CB0868'MILE, THEN TAKE LEFT FORK WHERE TELEPHONE LINE RUNS E FOR
 CB0868'3.25 MILES, PASS THROUGH GATE AT ACE ELLIS HOUSE, TURN RIGHT
 CB0868'AND FOLLOW FENCE LINE E FOR 0.1 MILE, PASS THROUGH GATE
 CB0868'AND TAKE LEFT FORK N FOR 0.15 MILE TO WINDMILL ABOUT 200 YARDS
 CB0868'TO W, CONTINUE AHEAD FOR 1.6 MILES TO A WINDMILL ON TOP
 CB0868'OF HILL TO W.  FROM WINDMILL GO W DOWN GRADE ABOUT 200
 CB0868'YARDS AND PICK UP A DIM ROAD LEADING WESTERLY AND FOLLOW
 CB0868'FOR 0.7 MILE, THEN TAKE LEFT FORK (SW) FOR 0.65 MILE TO A
 CB0868'GATE IN N-S FENCE, THEN TURN RIGHT (N) AND FOLLOW ALONG E SIDE
 CB0868'OF FENCE PICKING WAY THROUGH BRUSH AND ROCKS FOR 1.8 MILES TO
 CB0868'STATION.
 CB0868'
 CB0868'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 CB0868
 CB0868                          STATION RECOVERY (1939)
 CB0868
 CB0868'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 CB0868'STATION MARK RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 CB0868
 CB0868                          STATION RECOVERY (1968)
 CB0868
 CB0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0868'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE FOUND IN
 CB0868'GOOD CONDITION.  THE TOP OF THE MONUMENT OF REFERENCE MARK 3 WAS
 CB0868'BROKEN OFF AND REFERENCE MARK 4 WAS SET IN APPROXIMATELY THE SAME
 CB0868'POINT.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 CB0868'
 CB0868'THE STATION IS LOCATED ABOUT 19 MILES SOUTHWEST OF CHRISTOVAL, 17
 CB0868'MILES NORTH-NORTHEAST OF FORT MCKAVETT AND ON PROPERTY OWNED BY
 CB0868'MR. GENE WHITEHEAD.
 CB0868'
 CB0868'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND FARM
 CB0868'ROAD 2084 WHICH IS 0.2 MILE SOUTH OF THE POST OFFICE IN CHRISTOVAL,
 CB0868'GO EAST AND SOUTHEAST ON FARM ROAD 2084 FOR 15.25 MILES TO A SIDE
 CB0868'ROAD ON THE LEFT AND SIGN RUDD ROAD.  TURN LEFT AND GO SOUTHEAST
 CB0868'ON GRADED ROAD FOR 0.95 MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE
 CB0868'EAST AND SOUTHEAST FOR 4.0 MILES TO A Y-FORK.  TAKE LEFT FORK AND GO
 CB0868'1.7 MILES TO A CROSSROAD JUST BEFORE REACHING A CATTLE GUARD.  TURN
 CB0868'LEFT AND GO NORTH FOR 0.05 MILE TO A CATTLE GUARD.  CONTINUE NORTH FO
 CB0868'0.85 MILE TO A GATE.  PASS THROUGH GATE, CONTINUE NORTH FOR 2.0 MILES
 CB0868'TO A T-INTERSECTION.  TURN LEFT AND GO WESTERLY FOR 0.4 MILE TO A
 CB0868'METAL GATE JUST WEST OF A LARGE RED BARN AND EAST OF THE RANCH HOUSE.
 CB0868'PASS THROUGH GATE AND GO NORTHERLY FOR 0.05 MILE TO A DIM FORK.  TAKE
 CB0868'THE LEFT FORK AND GO WESTERLY FOR 0.65 MILE TO A METAL GATE.  PASS
 CB0868'THROUGH GATE AND GO 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 CB0868'NORTH AND NORTHEAST FOR 1.35 MILES TO A METAL GATE AT THE WEST EDGE
 CB0868'OF A WIRE CORRAL.  PASS THROUGH GATE AND BEAR LEFT ON FIELD ROAD FOR
 CB0868'1.0 MILE TO A WINDMILL ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR
 CB0868'0.95 MILE TO A T-INTERSECTION.  TURN LEFT AND GO WESTERLY FOR 0.5
 CB0868'MILE TO A FORK.  BEAR RIGHT AND GO 0.2 MILE TO A Y-FORK.  TAKE THE
 CB0868'RIGHT FORK AND GO NORTH ON THE EAST SIDE OF A NORTH-SOUTH FENCE FOR
 CB0868'0.15 MILE TO THE HIGHEST POINT OF A LOW RIDGE AND THE STATION.
 CB0868'
 CB0868'THE STATION MARK IS A STANDARD DISK, STAMPED ACE 1935, SET IN THE
 CB0868'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 8 INCHES.
 CB0868'IT IS 17.0 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED,
 CB0868'THAT IS SET IN THE FENCE LINE.
 CB0868'
 CB0868'REFERENCE MARK 1 IS A STANDARD DISK, SET IN THE TOP OF A 12-INCH
 CB0868'ROUND CONCRETE MONUMENT THAT PROJECTS 10 INCHES, WHICH IS
 CB0868'STAMPED ACE NO 1 1935.  IT IS 129.0 FEET SOUTHEAST OF THE METAL
 CB0868'WITNESS POST WITH SIGN AND 119.5 FEET EAST OF A WIRE FENCE.
 CB0868'
 CB0868'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ACE NO 2 1935, SET IN
 CB0868'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 8
 CB0868'INCHES.  IT IS 123 FEET SOUTHWEST OF THE METAL WITNESS POST WITH
 CB0868'SIGN AND 59 FEET WEST OF THE WIRE FENCE.
 CB0868'
 CB0868'REFFERENCE MARK 4 IS A STANDARD DISK, STAMPED ACE NO 4 1935 1967,
 CB0868'CEMENTED IN A DRILL HOLE IN THE TOP OF THE OLD MONUMENT WHICH WAS
 CB0868'SET IN 1935.  THE MARK PROJECTS 2 INCHES AND IS 123.0 FEET NORTH OF
 CB0868'THE METAL WITNESS POST WITH SIGN AND 1 FOOT EAST OF THE WIRE FENCE.
 CB0868'
 CB0868'NO AZIMUTH WAS ESTABLISHED AT THIS DATE.  DUE TO TREES ON LINE NO
 CB0868'MEASUREMENTS WERE MADE BETWEEN THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2146 ***********************************************************************
 BL2146  DESIGNATION -  ACE
 BL2146  PID         -  BL2146
 BL2146  STATE/COUNTY-  TX/POLK
 BL2146  USGS QUAD   -  SCHWAB CITY (1984)
 BL2146
 BL2146                         *CURRENT SURVEY CONTROL
 BL2146  ___________________________________________________________________
 BL2146* NAD 83(1993)-  30 34 03.83835(N)    094 49 12.38055(W)     ADJUSTED  
 BL2146* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 BL2146  ___________________________________________________________________
 BL2146  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BL2146  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL2146
 BL2146  HORZ ORDER  -  FIRST
 BL2146
 BL2146.The horizontal coordinates were established by classical geodetic methods
 BL2146.and adjusted by the National Geodetic Survey in February 1996..
 BL2146
 BL2146.The orthometric height was scaled from a topographic map.
 BL2146
 BL2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2146
 BL2146.The geoid height was determined by GEOID03.
 BL2146
 BL2146;                    North         East     Units Scale Factor Converg.
 BL2146;SPC TX C     - 3,112,990.656 1,228,632.881   MT  0.99991020   +2 50 22.7
 BL2146;SPC TX C     -10,213,203.51  4,030,939.71   sFT  0.99991020   +2 50 22.7
 BL2146;UTM  15      - 3,383,107.737   325,448.556   MT  0.99997587   -0 55 33.1
 BL2146
 BL2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2146!SPC TX C     -   0.99999349  x   0.99991020  =   0.99990369
 BL2146!UTM  15      -   0.99999349  x   0.99997587  =   0.99996936
 BL2146
 BL2146|---------------------------------------------------------------------|
 BL2146| PID    Reference Object                     Distance      Geod. Az  |
 BL2146|                                                           dddmmss.s |
 BL2146| CV7977 ACE RM 1                             35.478 METERS 18315     |
 BL2146| CV7978 ACE RM 2                             33.445 METERS 29753     |
 BL2146| CV7975 ACE AZ MK                                          3411925.9 |
 BL2146| CV7976 ACE AZ MK 2                                        3420014.3 |
 BL2146|---------------------------------------------------------------------|
 BL2146
 BL2146                          SUPERSEDED SURVEY CONTROL
 BL2146
 BL2146  NAD 83(1986)-  30 34 03.85163(N)    094 49 12.36747(W) AD(       ) 1
 BL2146  NAD 27      -  30 34 03.11700(N)    094 49 11.61800(W) AD(       ) 1
 BL2146
 BL2146.Superseded values are not recommended for survey control.
 BL2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2146.See file dsdata.txt to determine how the superseded data were derived.
 BL2146
 BL2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP2544983108(NAD 83)
 BL2146_MARKER: DS = TRIANGULATION STATION DISK
 BL2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2146
 BL2146  HISTORY     - Date     Condition        Report By
 BL2146  HISTORY     - 1935     MONUMENTED       CGS
 BL2146  HISTORY     - 1952     GOOD             CGS
 BL2146
 BL2146                          STATION DESCRIPTION
 BL2146
 BL2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2146'THIS STATION IS ABOUT 11 MILES SE OF LIVINGSTON, ABOUT 8 MILES E
 BL2146'OF URBANA, AND ABOUT 2 MILES E OF N OF THE SETTLEMENT OF ACE.
 BL2146'ON WOODLAND BELIEVED TO BE OWNED BY THE W.T. CARTER AND BROTHER
 BL2146'LUMBER COMPANY.  THE STATION MARK IS 42 FEET E OF THE CENTER LINE
 BL2146'OF STATE HIGHWAY 146.  30 FEET SE OF 20-INCH PINE TREE WITH
 BL2146'TRIANGLE BLAZE.  28.8 FEET NE OF TELEPHONE POLE.
 BL2146'
 BL2146'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL2146'BRONZE DISKS SET IN CONCRETE.
 BL2146'SURFACE AND REFERENCE MARKS PROJECT 8 INCHES.
 BL2146'
 BL2146'REFERENCE MARK NO. 1 IS SW AND ACROSS ROAD FROM STATION.  21
 BL2146'FEET W OF CENTER LINE OF ROAD.  MARK PROJECTS 8 INCHES.
 BL2146'
 BL2146'REFERENCE MARK NO. 2 IS NW AND ACROSS ROAD FROM STATION, 21
 BL2146'FEET W OF THE CENTER LINE OF ROAD.  MARK PROJECTS 8 INCHES.
 BL2146'
 BL2146'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 190.35 FEET.
 BL2146'
 BL2146'THE AZIMUTH MARK IS N OF THE STATION ON W SIDE OF STATE HIGHWAY
 BL2146'146.  IN PINE WOODLAND.  25 FEET W OF CENTER LINE OF ROAD.
 BL2146'THE MARK PROJECTS 6 INCHES.
 BL2146'
 BL2146'THE AZIMUTH MARK IS VISIBLE AT 116 FEET ABOVE THE STATION.
 BL2146'
 BL2146'TO REACH THE STATION FROM THE NE CORNER OF SQUARE IN LIVINGSTON
 BL2146'GO E ON STATE HIGHWAY 45, 0.1 MILE TO DIRT ROAD LEADING S
 BL2146'(STATE HIGHWAY 146).  THENCE S AND E ON HIGHWAY 146, 11.4 MILES
 BL2146'TO SIDE ROAD E ON S EDGE OF SETTLEMENT, AT GREEN-HOUSE ON W.
 BL2146'CONTINUE S ON HIGHWAY 146, 1.65 MILES TO 20-INCH BLAZED PINE
 BL2146'TREE AND STATION ON E SIDE OF ROAD.
 BL2146'
 BL2146'A 100-FOOT SIGNAL AT PIPE IS VISIBLE AT 106 FEET, A 120-FOOT
 BL2146'SIGNAL AT POOL IS VISIBLE AT 106 FEET, A 126-FOOT SIGNAL AT CAB
 BL2146'IS VISIBLE AT 112 FEET, A 126-FOOT SIGNAL AT LIBERTY IS VISIBLE
 BL2146'AT 126 FEET, A 100-FOOT SIGNAL AT SHEPHERD IS VISIBLE AT 106 FEET,
 BL2146'AND AN 87-FOOT SIGNAL AT CAMILLA IS VISIBLE AT 116 FEET.
 BL2146
 BL2146                          STATION RECOVERY (1952)
 BL2146
 BL2146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2146'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 BL2146'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK
 BL2146'WAS ESTABLISHED.  A SLIGHT DIFFERENCE WAS FOUND IN THE DIRECTION
 BL2146'TO REFERENCE MARK NO. 1.
 BL2146'
 BL2146'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL2146'
 BL2146'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTHEAST OF LIVINGSTON
 BL2146'AND ABOUT 9.5 MILES NORTH OF RYE IN A HEAVILY WOODED AREA, 0.1
 BL2146'MILE WEST OF STATE HIGHWAY 146 AND 48 FEET EAST OF THE CENTER
 BL2146'OF A NORTH-SOUTH DIRT ROAD.  IT IS STAMPED ACE 1935 AND PROJECTS
 BL2146'4 INCHES.
 BL2146'
 BL2146'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 19 FEET WEST
 BL2146'OF THE CENTER OF A NORTH-SOUTH ROAD.  IT IS STAMPED ACE NO 1
 BL2146'1935 AND PROJECTS 3 INCHES.
 BL2146'
 BL2146'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 20 FEET
 BL2146'WEST OF THE CENTER OF A NORTH-SOUTH ROAD.  IT IS STAMPED ACE NO 2
 BL2146'1935 AND PROJECTS 4 INCHES.
 BL2146'
 BL2146'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 42 FEET EAST OF
 BL2146'THE CENTER OF STATE HIGHWAY 146 AND 2 FEET SOUTH OF A WITNESS
 BL2146'POST.  IT IS STAMPED ACE 1935 RESET 1952 AND PROJECTS 4 INCHES.
 BL2146'
 BL2146'TO REACH THE STATION FROM THE POST OFFICE IN RYE, GO NORTH ON
 BL2146'STATE HIGHWAY 146 FOR 9.6 MILES TO AN ANGLING CROSSROAD AND AZIMUTH
 BL2146'MARK ON RIGHT AS DESCRIBED, TURN SHARP LEFT AND GO SOUTH ON DIRT
 BL2146'ROAD FOR 0.3 MILE TO STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1559 ***********************************************************************
 AH1559  DESIGNATION -  ACES 1933
 AH1559  PID         -  AH1559
 AH1559  STATE/COUNTY-  TX/SAN PATRICIO
 AH1559  USGS QUAD   -  ANNAVILLE (1975)
 AH1559
 AH1559                         *CURRENT SURVEY CONTROL
 AH1559  ___________________________________________________________________
 AH1559* NAD 83(1993)-  27 51 06.31383(N)    097 30 14.04097(W)     ADJUSTED  
 AH1559* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1559  ___________________________________________________________________
 AH1559  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AH1559  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AH1559
 AH1559  HORZ ORDER  -  THIRD
 AH1559
 AH1559.The horizontal coordinates were established by classical geodetic methods
 AH1559.and adjusted by the National Geodetic Survey in February 1996..
 AH1559
 AH1559.The orthometric height was scaled from a topographic map.
 AH1559
 AH1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1559
 AH1559.The geoid height was determined by GEOID03.
 AH1559
 AH1559;                    North         East     Units Scale Factor Converg.
 AH1559;SPC TX S     - 5,242,485.709   398,111.434   MT  1.00000472   +0 27 08.0
 AH1559;SPC TX S     -17,199,721.86  1,306,137.26   sFT  1.00000472   +0 27 08.0
 AH1559;UTM  14      - 3,081,679.221   647,310.623   MT  0.99986785   +0 41 56.7
 AH1559
 AH1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1559!SPC TX S     -   1.00000406  x   1.00000472  =   1.00000878
 AH1559!UTM  14      -   1.00000406  x   0.99986785  =   0.99987191
 AH1559
 AH1559                          SUPERSEDED SURVEY CONTROL
 AH1559
 AH1559  NAD 83(1986)-  27 51 06.31523(N)    097 30 14.01519(W) AD(       ) 3
 AH1559  NAD 27      -  27 51 05.23000(N)    097 30 13.03900(W) AD(       ) 3
 AH1559
 AH1559.Superseded values are not recommended for survey control.
 AH1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1559.See file dsdata.txt to determine how the superseded data were derived.
 AH1559
 AH1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4731181679(NAD 83)
 AH1559_MARKER: DS = TRIANGULATION STATION DISK
 AH1559_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH1559_SP_SET: METAL PIPE IMBEDDED IN GROUND
 AH1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1559
 AH1559  HISTORY     - Date     Condition        Report By
 AH1559  HISTORY     - 1933     MONUMENTED       CGS
 AH1559  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1559  HISTORY     - 1951     GOOD             HOCO
 AH1559  HISTORY     - 1951     GOOD             CGS
 AH1559  HISTORY     - 1964     MARK NOT FOUND   CGS
 AH1559
 AH1559                          STATION DESCRIPTION
 AH1559
 AH1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1559'STATION IS LOCATED ABOUT 7 MILES NW OF THE PLAZE HOTEL IN
 AH1559'CORPUS CHRISTI, ON THE W SHORE OF NUECES BAY.  IT IS SITUATED
 AH1559'IN THE MARSH, 0.4 MILE NW FROM A POINT OF LAND AT MOUTH OF THE
 AH1559'NUECES RIVER, AND 13 METERS S FROM THE NUECES BAY SHORE.
 AH1559'
 AH1559'STATION IS MARKED BY A BRONZE DISK SET IN CONCRETE IN THE CENTER
 AH1559'OF A 6-INCH CAST-IRON PIPE WHICH IS EMBEDDED IN THE GROUND.
 AH1559'
 AH1559'NO UNDERGROUND OR REFERENCE MARK WAS SET.
 AH1559'
 AH1559'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1559'POINT OF 35-FOOT BLUFF AT WHITES POINT (1.5 MILES DISTANT),
 AH1559'58 DEG.  PLAZA HOTEL IN CORPUS CHRISTI, 109 DEG.  CORPUS CHRISTI
 AH1559'COLLEGE, 136 DEG.  LOADING SHED ON RAILROAD TRACK AT VIOLA, 225
 AH1559'DEG.
 AH1559'
 AH1559'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AH1559
 AH1559                          STATION RECOVERY (1949)
 AH1559
 AH1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1559'SEARCHED FOR BUT NOT RECOVERED.  A SEARCH OF AN HOUR EACH ON TWO
 AH1559'OCCASIONS BY A TWO-MAN PARTY AND A PREVIOUS SEARCH BY A U.S.E.
 AH1559'PARTY FAILED TO LOCATE THE STATION.  IT IS BELIEVED THAT THE
 AH1559'STATION HAS BEEN WASHED OUT.
 AH1559
 AH1559                          STATION RECOVERY (1951)
 AH1559
 AH1559'RECOVERY NOTE BY HONOLULU OIL COMPANY 1951
 AH1559'STATION IS IN GOOD CONDITION, COVERED BY APPROXIMATELY 6 INCHES
 AH1559'OF SILT.  PUBLISHED MAGNETIC BEARINGS FROM STATION ARE NOW OF NO
 AH1559'VALUE, C.C. COLLEGE NOT VISIBLE, LOADING SHACK AT VIOLA HAS BEEN
 AH1559'MOVED AND BLUFF AT WHITES POINT HAS ERODED.
 AH1559'
 AH1559'STATION IS SITUATED IN MARSH 1.1 MILES NW FROM POINT OF LAND
 AH1559'AT MOUTH OF NUECES RIVER AND 150 FEET S FROM NUECES BAY SHORE.
 AH1559
 AH1559                          STATION RECOVERY (1951)
 AH1559
 AH1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AH1559'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 AH1559'INADEQUATE.  NEW DESCRIPTION FOLLOWS.  LOCATED APPROXIMATELY
 AH1559'7 MILES NW OF CORPUS CHRISTI ON W SHORE OF NUECES BAY,
 AH1559'APPROXIMATELY 0.4 MILE NW OF THE MOUTH OF NUECES RIVER.  THE
 AH1559'STATION IS 1485 FEET W OF THE CURVE IN HUMBLE OIL CO. ROAD,
 AH1559'165 FEET W OF A ROW OF FENCE POSTS WITH NO WIRE, AND 106 FEET S
 AH1559'OF THE GRASS LINE OF S BANK OF NUECES BAY.  THE STATION
 AH1559'IS A STANDARD STATION DISK STAMPED ACES 1933 SET IN THE
 AH1559'TOP OF A 6-INCH CAST-IRON PIPE FILLED WITH CONCRETE AND
 AH1559'PROJECTING 2 INCHES ABOVE GROUND.
 AH1559'
 AH1559'TO REACH FROM THE INTERSECTION OF LEOPARD STREET (HIGHWAY 9)
 AH1559'AND SHELL ROAD (ON THE W SIDE OF CORPUS CHRISTI) PROCEED NW ALONG
 AH1559'SHELL ROAD 5.4 MILES TO A BLACK TOP ROAD, TURN RIGHT (NE) AND
 AH1559'FOLLOW BLACK TOP AND GRAVEL ROAD 1.1 MILES TO VIOLA RAILROAD
 AH1559'SIDING.  PROCEED STRAIGHT AHEAD 0.5 MILE TO FERRY, CROSS FERRY,
 AH1559'AND GO 0.7 MILE TO ABANDONED FENCE LINE ON LEFT AND THE STATION.
 AH1559'
 AH1559'THERE IS A LOCKED GATE AT VIOLA RAILROAD SIDING.  THE KEY TO
 AH1559'THIS GATE AND PERMISSION TO USE THE HUMBLE OIL CO. ROAD AND
 AH1559'FERRY CAN BE OBTAINED FROM THE HUMBLE OIL CO. OFFICE AT FLOURBLUFF.
 AH1559
 AH1559                          STATION RECOVERY (1964)
 AH1559
 AH1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1559'THE STATION WAS SEARCHED FOR THOROUGHLY FOR ABOUT ONE HOUR BY
 AH1559'A TWO MAN PARTY.  IT WAS NOT FOUND BUT IS BELIEVED TO BE IN
 AH1559'PLACE AS THERE IS LITTLE EVIDENCE OF EROSION IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1123 ***********************************************************************
 CU1123  DESIGNATION -  ACKERLY
 CU1123  PID         -  CU1123
 CU1123  STATE/COUNTY-  TX/HOWARD
 CU1123  USGS QUAD   -  KNOTT (1966)
 CU1123
 CU1123                         *CURRENT SURVEY CONTROL
 CU1123  ___________________________________________________________________
 CU1123* NAD 83(1993)-  32 28 30.14974(N)    101 38 43.47228(W)     ADJUSTED  
 CU1123* NAVD 88     -       835.     (meters)    2739.     (feet)  SCALED    
 CU1123  ___________________________________________________________________
 CU1123  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 CU1123  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 CU1123
 CU1123  HORZ ORDER  -  SECOND
 CU1123
 CU1123.The horizontal coordinates were established by classical geodetic methods
 CU1123.and adjusted by the National Geodetic Survey in February 1996..
 CU1123
 CU1123.The orthometric height was scaled from a topographic map.
 CU1123
 CU1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1123
 CU1123.The geoid height was determined by GEOID03.
 CU1123
 CU1123;                    North         East     Units Scale Factor Converg.
 CU1123;SPC TXNC     - 2,094,067.210   304,390.012   MT  0.99992290   -1 42 55.8
 CU1123;SPC TXNC     - 6,870,285.50    998,652.90   sFT  0.99992290   -1 42 55.8
 CU1123;UTM  14      - 3,596,175.450   251,386.182   MT  1.00036225   -1 25 16.1
 CU1123
 CU1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1123!SPC TXNC     -   0.99987282  x   0.99992290  =   0.99979573
 CU1123!UTM  14      -   0.99987282  x   1.00036225  =   1.00023502
 CU1123
 CU1123:                Primary Azimuth Mark                     Grid Az
 CU1123:SPC TXNC     -  ACKERLY AZ MK                            137 11 17.0
 CU1123:UTM  14      -  ACKERLY AZ MK                            136 53 37.3
 CU1123
 CU1123|---------------------------------------------------------------------|
 CU1123| PID    Reference Object                     Distance      Geod. Az  |
 CU1123|                                                           dddmmss.s |
 CU1123| CH7796 ACKERLY AZ MK                                      1352821.2 |
 CU1123| CH7797 ACKERLY RM 1                          9.470 METERS 14105     |
 CU1123| CU1147 ACKERLY MUN TANK                    APPROX. 8.7 KM 3104915.1 |
 CU1123| CH7798 ACKERLY RM 2                          8.750 METERS 31411     |
 CU1123| CU1145 ACKERLY ATT MICROWAVE               APPROX. 5.6 KM 3173913.6 |
 CU1123|---------------------------------------------------------------------|
 CU1123
 CU1123                          SUPERSEDED SURVEY CONTROL
 CU1123
 CU1123  NAD 83(1986)-  32 28 30.15580(N)    101 38 43.46473(W) AD(       ) 2
 CU1123  NAD 27      -  32 28 29.74876(N)    101 38 41.98730(W) AD(       ) 2
 CU1123
 CU1123.Superseded values are not recommended for survey control.
 CU1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1123.See file dsdata.txt to determine how the superseded data were derived.
 CU1123
 CU1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA5138696175(NAD 83)
 CU1123_MARKER: DS = TRIANGULATION STATION DISK
 CU1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1123_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1123
 CU1123  HISTORY     - Date     Condition        Report By
 CU1123  HISTORY     - 1968     MONUMENTED       CGS
 CU1123  HISTORY     - 1978     SEE DESCRIPTION  DMA
 CU1123
 CU1123                          STATION DESCRIPTION
 CU1123
 CU1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1123'STATION IS LOCATED 18 MILES NORTH-NORTHWEST OF BIG SPRING, 5-1/2
 CU1123'MILES SOUTHWEST OF VEALMORE, 5 MILES SOUTHEAST OF ACKERLY AND
 CU1123'ON THE WEST SIDE OF U.S. HIGHWAY 87 ON THE HIGHWAY RIGHT-OF-WAY.
 CU1123'
 CU1123'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM ROAD 2002,
 CU1123'ONE MILE SOUTHEAST OF ACKERLY, GO SOUTHEAST ON U.S. HIGHWAY 87
 CU1123'FOR 4.65 MILES TO A GRAVELED SIDE ROAD ON THE RIGHT, CONTINUE
 CU1123'SOUTHERLY FOR 0.05 MILE TO THE STATION ON THE RIGHT, CONTINUE
 CU1123'SOUTHERLY ON U.S. HIGHWAY 87 FOR 0.45 MILE TO THE AZIMUTH MARK
 CU1123'ON THE LEFT.
 CU1123'
 CU1123'STATION MARK, A STANDARD DISK STAMPED ACKERLY 1968, SET IN THE
 CU1123'TOP OF A 15-INCH CONCRETE CYLINDER FLUSH WITH THE GROUND
 CU1123'SURFACE.  IT IS 96 PACES SOUTH OF THE CENTER OF A GRAVELED ROAD,
 CU1123'63.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A WIRE CORRAL, 48
 CU1123'FEET WEST OF THE PAINTED CENTER LINE OF THE SOUTHEAST BOUND LANE
 CU1123'OF U.S. HIGHWAY 87, 3 FEET EAST OF A FENCE AND 2.7 FEET EAST OF
 CU1123'A METAL WITNESS POST.
 CU1123'
 CU1123'REFERENCE MARK 1, A STANDARD DISK STAMPED ACKERLY NO 1 1968,
 CU1123'SET IN THE TOP OF A 15-INCH CONCRETE CYLINDER, FLUSH WITH THE
 CU1123'GROUND SURFACE.  IT IS 49 FEET WEST OF THE CENTER LINE OF THE
 CU1123'SOUTHEAST BOUND LANE OF U.S. HIGHWAY 87, 31 FEET SOUTH OF A
 CU1123'METAL WITNESS POST AND 0.9 FEET EAST OF THE FENCE.
 CU1123'
 CU1123'REFERENCE MARK 2, A STANDARD DISK STAMPED ACKERLY NO 2 1968,
 CU1123'SET IN THE TOP OF A 15-INCH CONCRETE CYLINDER, FLUSH WITH THE
 CU1123'GROUND.  IT IS 50 FEET WEST OF THE SOUTHEAST BOUND LANE OF
 CU1123'U.S. HIGHWAY 87, 28 FEET NORTH OF A METAL WITNESS POST AND 1.3
 CU1123'FEET EAST OF THE FENCE.
 CU1123'
 CU1123'AZIMUTH MARK, A STANDARD DISK STAMPED ACKERLY 1968, CEMENTED
 CU1123'IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CULVERT HEADWALL
 CU1123'ON THE WEST SIDE OF THE NORTHWEST BOUND LANE OF U.S. HIGHWAY
 CU1123'87.  IT IS 61 FEET EAST OF THE PAINTED CENTER LINE OF THE
 CU1123'SOUTHEAST BOUND LANE OF U.S. HIGHWAY 87, 24 FEET WEST OF THE
 CU1123'PAINTED CENTER LINE OF THE NORTHWEST BOUND LANE OF U.S. HIGHWAY
 CU1123'87 AND 8 FEET NORTH OF A METAL POST.
 CU1123'
 CU1123'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 CU1123
 CU1123                          STATION RECOVERY (1978)
 CU1123
 CU1123'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (B)
 CU1123'ACKERLY DISTURBED, DISK IN POSSESSION.
 CU1123'
 CU1123'R.M. 1 RECOVERED GOOD.
 CU1123'
 CU1123'TOP SCRAPED OFF, UNDERGROUND MARK PROBABLY O.K.
 CU1123'
 CU1123'DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES NNW OF BIG
 CU1123'SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1145 ***********************************************************************
 CU1145  DESIGNATION -  ACKERLY ATT MICROWAVE
 CU1145  PID         -  CU1145
 CU1145  STATE/COUNTY-  TX/HOWARD
 CU1145  USGS QUAD   -  ACKERLY (1970)
 CU1145
 CU1145                         *CURRENT SURVEY CONTROL
 CU1145  ___________________________________________________________________
 CU1145* NAD 83(1993)-  32 30 44.31746(N)    101 41 07.81234(W)     ADJUSTED  
 CU1145* NAVD 88     -                                                        
 CU1145  ___________________________________________________________________
 CU1145  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 CU1145  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 CU1145
 CU1145  HORZ ORDER  -  THIRD
 CU1145
 CU1145.The horizontal coordinates were established by classical geodetic methods
 CU1145.and adjusted by the National Geodetic Survey in February 1996..
 CU1145
 CU1145
 CU1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1145
 CU1145.The geoid height was determined by GEOID03.
 CU1145
 CU1145;                    North         East     Units Scale Factor Converg.
 CU1145;SPC TXNC     - 2,098,311.462   300,748.317   MT  0.99991662   -1 44 14.5
 CU1145;SPC TXNC     - 6,884,210.19    986,705.10   sFT  0.99991662   -1 44 14.5
 CU1145;UTM  14      - 3,600,402.892   247,721.111   MT  1.00038489   -1 26 39.0
 CU1145
 CU1145                          SUPERSEDED SURVEY CONTROL
 CU1145
 CU1145  NAD 83(1986)-  32 30 44.32338(N)    101 41 07.80418(W) AD(       ) 4
 CU1145  NAD 27      -  32 30 43.91622(N)    101 41 06.31992(W) AD(       ) 3
 CU1145
 CU1145.Superseded values are not recommended for survey control.
 CU1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1145.See file dsdata.txt to determine how the superseded data were derived.
 CU1145
 CU1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB4772100403(NAD 83)
 CU1145_MARKER: 45 = MICROWAVE TOWER
 CU1145
 CU1145  HISTORY     - Date     Condition        Report By
 CU1145  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1145
 CU1145                          STATION DESCRIPTION
 CU1145
 CU1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1145'ACKERLY, AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE TOWER IS
 CU1145'LOCATED ABOUT 2 MILES SOUTHEAST OF ACKERLY AND 1/4 MILE EAST OF
 CU1145'U.S. HIGHWAY 87.
 CU1145'
 CU1145'IS A FOUR LEGGED STEEL TOWER, PAINTED RED AND WHITE WITH FOUR
 CU1145'FANS ATOP AND 318 FEET IN HEIGHT.
 CU1145'
 CU1145'POINT INTERSECTED, TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1147 ***********************************************************************
 CU1147  DESIGNATION -  ACKERLY MUN TANK
 CU1147  PID         -  CU1147
 CU1147  STATE/COUNTY-  TX/DAWSON
 CU1147  USGS QUAD   -  ACKERLY (1970)
 CU1147
 CU1147                         *CURRENT SURVEY CONTROL
 CU1147  ___________________________________________________________________
 CU1147* NAD 83(1993)-  32 31 35.02108(N)    101 42 56.19029(W)     ADJUSTED  
 CU1147* NAVD 88     -                                                        
 CU1147  ___________________________________________________________________
 CU1147  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 CU1147  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 CU1147
 CU1147  HORZ ORDER  -  THIRD
 CU1147
 CU1147.The horizontal coordinates were established by classical geodetic methods
 CU1147.and adjusted by the National Geodetic Survey in February 1996..
 CU1147
 CU1147
 CU1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1147
 CU1147.The geoid height was determined by GEOID03.
 CU1147
 CU1147;                    North         East     Units Scale Factor Converg.
 CU1147;SPC TXNC     - 2,099,958.655   297,968.879   MT  0.99991435   -1 45 13.6
 CU1147;SPC TXNC     - 6,889,614.35    977,586.23   sFT  0.99991435   -1 45 13.6
 CU1147;UTM  14      - 3,602,036.630   244,931.952   MT  1.00040234   -1 27 39.4
 CU1147
 CU1147                          SUPERSEDED SURVEY CONTROL
 CU1147
 CU1147  NAD 83(1986)-  32 31 35.02691(N)    101 42 56.18232(W) AD(       ) 4
 CU1147  NAD 27      -  32 31 34.62746(N)    101 42 54.69551(W) AD(       ) 3
 CU1147
 CU1147.Superseded values are not recommended for survey control.
 CU1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1147.See file dsdata.txt to determine how the superseded data were derived.
 CU1147
 CU1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB4493202037(NAD 83)
 CU1147_MARKER: 53 = ELEVATED TANK
 CU1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU1147+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 CU1147
 CU1147  HISTORY     - Date     Condition        Report By
 CU1147  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1147  HISTORY     - 20040827 GOOD             USPSQD
 CU1147
 CU1147                          STATION DESCRIPTION
 CU1147
 CU1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1147'IS LOCATED ABOUT 1/2 BLOCK NORTHEAST OF THE ACKERLY POST OFFICE.
 CU1147'
 CU1147'IS A STEEL TANK SUPPORT BY FOUR STEEL LEGS, PAINTED SILVER
 CU1147'WITH RED LIGHT ATOP AND 130 FEET IN HEIGHT.
 CU1147'
 CU1147'POINT INTERSECTED, TOP AND CENTER.
 CU1147
 CU1147                          STATION RECOVERY (2004)
 CU1147
 CU1147'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 CU1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1143 ***********************************************************************
 CU1143  DESIGNATION -  ACKERLY SMALL BLACK TANK
 CU1143  PID         -  CU1143
 CU1143  STATE/COUNTY-  TX/DAWSON
 CU1143  USGS QUAD   -  ACKERLY (1970)
 CU1143
 CU1143                         *CURRENT SURVEY CONTROL
 CU1143  ___________________________________________________________________
 CU1143* NAD 83(1993)-  32 31 33.59141(N)    101 42 57.39797(W)     ADJUSTED  
 CU1143* NAVD 88     -                                                        
 CU1143  ___________________________________________________________________
 CU1143  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 CU1143  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 CU1143
 CU1143  HORZ ORDER  -  THIRD
 CU1143
 CU1143.The horizontal coordinates were established by classical geodetic methods
 CU1143.and adjusted by the National Geodetic Survey in February 1996..
 CU1143
 CU1143
 CU1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1143
 CU1143.The geoid height was determined by GEOID03.
 CU1143
 CU1143;                    North         East     Units Scale Factor Converg.
 CU1143;SPC TXNC     - 2,099,915.604   297,936.032   MT  0.99991442   -1 45 14.2
 CU1143;SPC TXNC     - 6,889,473.11    977,478.46   sFT  0.99991442   -1 45 14.2
 CU1143;UTM  14      - 3,601,993.391   244,899.310   MT  1.00040255   -1 27 40.0
 CU1143
 CU1143                          SUPERSEDED SURVEY CONTROL
 CU1143
 CU1143  NAD 83(1986)-  32 31 33.59702(N)    101 42 57.38941(W) AD(       ) 4
 CU1143  NAD 27      -  32 31 33.19800(N)    101 42 55.90500(W) AD(       ) 3
 CU1143
 CU1143.Superseded values are not recommended for survey control.
 CU1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1143.See file dsdata.txt to determine how the superseded data were derived.
 CU1143
 CU1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB4489901993(NAD 83)
 CU1143_MARKER: 51 = TANK
 CU1143
 CU1143  HISTORY     - Date     Condition        Report By
 CU1143  HISTORY     - 1932     FIRST OBSERVED   CGS
 CU1143
 CU1143                          STATION DESCRIPTION
 CU1143
 CU1143'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0892 ***********************************************************************
 EN0892  DESIGNATION -  ACKLEY
 EN0892  PID         -  EN0892
 EN0892  STATE/COUNTY-  TX/SWISHER
 EN0892  USGS QUAD   -  JACKSON HILL (1969)
 EN0892
 EN0892                         *CURRENT SURVEY CONTROL
 EN0892  ___________________________________________________________________
 EN0892* NAD 83(1993)-  34 40 31.90129(N)    101 37 09.69536(W)     ADJUSTED  
 EN0892* NAVD 88     -      1060.4    (meters)    3479.     (feet)  VERTCON   
 EN0892  ___________________________________________________________________
 EN0892  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 EN0892  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EN0892
 EN0892  HORZ ORDER  -  FIRST
 EN0892
 EN0892.The horizontal coordinates were established by classical geodetic methods
 EN0892.and adjusted by the National Geodetic Survey in February 1996..
 EN0892
 EN0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0892
 EN0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0892
 EN0892.The geoid height was determined by GEOID03.
 EN0892
 EN0892;                    North         East     Units Scale Factor Converg.
 EN0892;SPC TX N     - 1,074,948.876   189,061.089   MT  0.99999418   -0 04 09.0
 EN0892;SPC TX N     - 3,526,728.10    620,277.92   sFT  0.99999418   -0 04 09.0
 EN0892;UTM  14      - 3,840,183.622   260,009.675   MT  1.00030995   -1 29 27.4
 EN0892
 EN0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0892!SPC TX N     -   0.99983772  x   0.99999418  =   0.99983190
 EN0892!UTM  14      -   0.99983772  x   1.00030995  =   1.00014762
 EN0892
 EN0892:                Primary Azimuth Mark                     Grid Az
 EN0892:SPC TX N     -  WAYSIDE ATT MICRO RELAY MST              017 20 19.7
 EN0892:UTM  14      -  WAYSIDE ATT MICRO RELAY MST              018 45 38.1
 EN0892
 EN0892|---------------------------------------------------------------------|
 EN0892| PID    Reference Object                     Distance      Geod. Az  |
 EN0892|                                                           dddmmss.s |
 EN0892| EN0889 WAYSIDE ATT MICRO RELAY MST         APPROX.17.1 KM 0171610.7 |
 EN0892| CJ5578 ACKLEY RM 1                                        15222     |
 EN0892| CJ5577 ACKLEY AZ MK                                       1684919.4 |
 EN0892| EN0893 ACKLEY RM 3                          26.078 METERS 17446     |
 EN0892| EN0903 TULIA MUNICIPAL TANK                APPROX.20.2 KM 2212429.2 |
 EN0892| CJ5579 ACKLEY RM 2                          58.539 METERS 27711     |
 EN0892|---------------------------------------------------------------------|
 EN0892
 EN0892                          SUPERSEDED SURVEY CONTROL
 EN0892
 EN0892  NAD 83(1993)-  34 40 31.90688(N)    101 37 09.68965(W) AD(       ) 1
 EN0892  NAD 83(1986)-  34 40 31.90770(N)    101 37 09.68882(W) AD(       ) 1
 EN0892  NAD 27      -  34 40 31.70200(N)    101 37 08.04300(W) AD(       ) 1
 EN0892  NGVD 29 (07/28/98) 1060.0    (m)         3478.     (f) VERT ANG       
 EN0892
 EN0892.Superseded values are not recommended for survey control.
 EN0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0892.See file dsdata.txt to determine how the superseded data were derived.
 EN0892
 EN0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6001040184(NAD 83)
 EN0892_MARKER: DS = TRIANGULATION STATION DISK
 EN0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0892
 EN0892  HISTORY     - Date     Condition        Report By
 EN0892  HISTORY     - 1931     MONUMENTED       CGS
 EN0892  HISTORY     - 1959     GOOD             CGS
 EN0892  HISTORY     - 1964     GOOD             CGS
 EN0892  HISTORY     - 1965     GOOD             USGS
 EN0892
 EN0892                          STATION DESCRIPTION
 EN0892
 EN0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 EN0892'STATION IS 13 MILES E AND 4-1/2 MILES S OF THE TOWN OF HAPPY.
 EN0892'5 MILES S OF THE RANDALL-SWISHER COUNTY LINE.  ON HIGHEST
 EN0892'POINT OF PROMINENT RIDGE, ON LAND OWNED BY MRS. E.H. ACKLEY, AND
 EN0892'LEASED BY MR. BROWN.  TO REACH THE STATION FROM HAPPY RAILROAD
 EN0892'STATION GO E 0.3 MILE ON U.S. HIGHWAY 385 TO POINT WHERE THE
 EN0892'HIGHWAY TURNS TO RIGHT (S).  AT THIS POINT TURN LEFT (N) AND
 EN0892'GO 0.4 MILE, THEN RIGHT (E) AT STUCCO HOUSE WITH GREEN ROOF,
 EN0892'AND CONTINUE E ALONG COUNTY LINE ROAD FOR 13 MILES, THEN
 EN0892'RIGHT (S) INTO GRADED DIRT ROAD, A SMALL BROWN HOUSE BEING
 EN0892'ABOUT 200 METERS (656 FEET) SE OF THIS TURN.  CONTINUE S FOR
 EN0892'3.0 MILES, THEN RIGHT (W) 1.0 MILE, THEN LEFT (S) 2.5
 EN0892'MILES TO A GATE ON THE LEFT (E) SIDE OF ROAD AT FARM ROAD
 EN0892'LEADING INTO FARMHOUSES.  GO THROUGH GATE AND CONTINUE ON THIS
 EN0892'ROAD TO SECOND HOUSE (UNPAINTED, CORRUGATED IRON, WITH
 EN0892'GROUP OF TREES), THEN THROUGH GATE AND ALONG RIDGE TO STATION
 EN0892'SITE ON HIGHEST POINT NE OF FARMHOUSE.  STATION IS IN NW
 EN0892'CORNER OF PASTURE, 108 FEET S OF FENCE LINE, 155 FEET E OF
 EN0892'FENCE LINE, AND 1/4 MILE N BY W OF FARMHOUSE.
 EN0892'
 EN0892'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET
 EN0892'IN CONCRETE.
 EN0892'
 EN0892'SURFACE MARK IS 4 INCHES BELOW SURFACE OF GROUND.
 EN0892'
 EN0892'REFERENCE MARK NO. 1 PROJECTS 5 INCHES ABOVE THE GROUND, AND
 EN0892'IS IN SE CORNER OF PASTURE, ABOUT 0.3 MILE FROM STATION,
 EN0892'S 27 DEG 38 MIN E.
 EN0892'
 EN0892'REFERENCE MARK NO. 2 PROJECTS 6 INCHES ABOVE GROUND, AND IS IN
 EN0892'FENCE LINE 100 FEET S OF FENCE CORNER, 162.37 FEET FROM STATION,
 EN0892'N 82 DEG 49 MIN W.  THE BEARING FROM STATION OF TULIA,
 EN0892'MUNICIPAL WATER TANK, IS S 41 DEG 24 MIN W.
 EN0892
 EN0892                          STATION RECOVERY (1959)
 EN0892
 EN0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HDW)
 EN0892'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 EN0892'PROCEEDING TO STATION SITE ARE CORRECT.
 EN0892
 EN0892                          STATION RECOVERY (1964)
 EN0892
 EN0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0892'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED.  REFERENCE MARK
 EN0892'1 WAS NOT RECOVERED.  AN AZIMUTH MARK WAS ESTABLISHED TO REPLACE
 EN0892'REFERENCE MARK 1.  BECAUSE OF THE PROXIMITY OF THE STATION MARK TO
 EN0892'A PIT SILO, REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED.  A
 EN0892'DIFFERENCE OF 29.69 FEET WAS NOTED TO REFERENCE MARK 2.  FOLLOWING IS
 EN0892'A COMPLETE NEW DESCRIPTION.  THE PRESENT LAND OWNER IS MR. WILLEY
 EN0892'COPE.
 EN0892'
 EN0892'THE STATION IS ABOUT 7-3/4 MILES WEST-NORTHWEST OF VIGO PARK, 12-1/2
 EN0892'MILES NORTHEAST OF TULIA, 0.1 MILE SOUTHWEST OF A BAPTIST CHURCH, ON
 EN0892'THE HIGHEST POINT OF A BARE RIDGE HAVING A PIT SILO ON ITS SUMMIT.
 EN0892'
 EN0892'TO REACH THE STATION FROM THE POST OFFICE IN VIGO PARK, GO WEST ON
 EN0892'FARM ROAD 146 FOR 7.2 MILES TO A CROSSROAD AT A SIGN SALEM BAPTIST
 EN0892'CHURCH.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 1.45 MILES TO
 EN0892'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.55 MILES TO A
 EN0892'GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO
 EN0892'WEST-NORTHWEST TO THE HIGHEST POINT AND THE STATION.
 EN0892'
 EN0892'THE STATION MARK IS A STANDARD DISK, STAMPED ACKLEY 1931, SET IN
 EN0892'THE TOP OF A 12 INCH SQUARE CONCRETE POST 18 INCHES BELOW THE GROUND
 EN0892'SURFACE.  IT IS 164.5 FEET NORTHWEST OF AN IRRIGATION PUMP, 15.4
 EN0892'FEET NORTH OF A SOUTH FENCE, 84.8 FEET SOUTH OF A NORTH FENCE, 106.7
 EN0892'FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST DIRT ROAD, 15.0 FEET
 EN0892'NORTH OF A WITNESS POST AND ABOUT 6 FEET SOUTH OF THE SOUTH EDGE
 EN0892'OF THE PIT SILO.
 EN0892'
 EN0892'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ACKELY NO 2 1931, SET IN
 EN0892'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0892'IS 85.0 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 38.1
 EN0892'FEET NORTH OF THE SOUTH FENCE, 20.6 FEET EAST OF A WEST FENCE, 42.4
 EN0892'FEET NORTHEAST OF A FENCE CORNER, 59.6 FEET SOUTH OF THE NORTH
 EN0892'FENCE AND 3.24 METERS LOWER THAN THE STATION.
 EN0892'
 EN0892'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ACKLEY NO 3 1932, SET IN
 EN0892'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0892'IS 70.0 FEET SOUTH OF THE SOUTH FENCE, 70.5 FEET SOUTH OF THE
 EN0892'WITNESS POST AND 0.40 METERS LOWER THAN THE STATION.
 EN0892'
 EN0892'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ACKLEY 1932 1964, SET IN
 EN0892'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 EN0892'IS 2.2 FEET NORTH OF A WITNESS POST, 32.0 FEET WEST OF THE
 EN0892'CENTERLINE OF THE ROAD AND 1 FOOT EAST OF A FENCE.
 EN0892
 EN0892                          STATION RECOVERY (1965)
 EN0892
 EN0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0892'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34101-4, STATION 1001.
 EN0892'RECOVERED BY USGS IN 1965.
 EN0892'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST 1.5 FT.
 EN0892'BELOW SURFACE, STAMPED---ACKLEY 1931---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0893 ***********************************************************************
 EN0893  DESIGNATION -  ACKLEY RM 3
 EN0893  PID         -  EN0893
 EN0893  STATE/COUNTY-  TX/SWISHER
 EN0893  USGS QUAD   -  JACKSON HILL (1969)
 EN0893
 EN0893                         *CURRENT SURVEY CONTROL
 EN0893  ___________________________________________________________________
 EN0893* NAD 83(1993)-  34 40 31.05854(N)    101 37 09.60189(W)     ADJUSTED  
 EN0893* NAVD 88     -      1055.     (meters)    3461.     (feet)  SCALED    
 EN0893  ___________________________________________________________________
 EN0893  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 EN0893  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EN0893
 EN0893  HORZ ORDER  -  SECOND
 EN0893
 EN0893.The horizontal coordinates were established by classical geodetic methods
 EN0893.and adjusted by the National Geodetic Survey in February 1996..
 EN0893
 EN0893.The orthometric height was scaled from a topographic map.
 EN0893
 EN0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0893
 EN0893.The geoid height was determined by GEOID03.
 EN0893
 EN0893;                    North         East     Units Scale Factor Converg.
 EN0893;SPC TX N     - 1,074,922.904   189,063.438   MT  0.99999423   -0 04 09.0
 EN0893;SPC TX N     - 3,526,642.89    620,285.63   sFT  0.99999423   -0 04 09.0
 EN0893;UTM  14      - 3,840,157.591   260,011.378   MT  1.00030994   -1 29 27.3
 EN0893
 EN0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0893!SPC TX N     -   0.99983850  x   0.99999423  =   0.99983273
 EN0893!UTM  14      -   0.99983850  x   1.00030994  =   1.00014839
 EN0893
 EN0893:                Primary Azimuth Mark                     Grid Az
 EN0893:SPC TX N     -  DANNER                                   308 02 08.6
 EN0893:UTM  14      -  DANNER                                   309 27 26.9
 EN0893
 EN0893|---------------------------------------------------------------------|
 EN0893| PID    Reference Object                     Distance      Geod. Az  |
 EN0893|                                                           dddmmss.s |
 EN0893| EN0897 DANNER                              APPROX.11.3 KM 3075759.6 |
 EN0893| EN0892 ACKLEY                               26.078 METERS 35446     |
 EN0893|---------------------------------------------------------------------|
 EN0893
 EN0893                          SUPERSEDED SURVEY CONTROL
 EN0893
 EN0893  NAD 83(1993)-  34 40 31.06413(N)    101 37 09.59618(W) AD(       ) 2
 EN0893  NAD 83(1986)-  34 40 31.06484(N)    101 37 09.59534(W) AD(       ) 2
 EN0893  NAD 27      -  34 40 30.85923(N)    101 37 07.94954(W) AD(       ) 2
 EN0893
 EN0893.Superseded values are not recommended for survey control.
 EN0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0893.See file dsdata.txt to determine how the superseded data were derived.
 EN0893
 EN0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6001140158(NAD 83)
 EN0893_MARKER: DS = TRIANGULATION STATION DISK
 EN0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0893+STABILITY: SURFACE MOTION
 EN0893
 EN0893  HISTORY     - Date     Condition        Report By
 EN0893  HISTORY     - 1964     MONUMENTED       CGS
 EN0893
 EN0893                          STATION DESCRIPTION
 EN0893
 EN0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0893'THE STATION IS ABOUT 7-3/4 MILES WEST-NORTHWEST OF VIGO PARK, 12-1/2
 EN0893'MILES NORTHEAST OF TULIA, 0.1 MILE SOUTHWEST OF THE SALEM BAPTIST
 EN0893'CHURCH.
 EN0893'
 EN0893'TO REACH THE STATION FROM THE POST OFFICE IN VIGO PARK, GO WEST ON
 EN0893'FARM ROAD 146 FOR 7.2 MILES TO A CROSSROAD AT A SIGN SALEM BAPTIST
 EN0893'CHURCH.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 2.00 MILES TO
 EN0893'A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO
 EN0893'WEST-NORTHWEST FOR ABOUT 200 YARDS TO THE MARK.
 EN0893'
 EN0893'A TOWER COULD NOT BE ERECTED OVER ACKLEY 1932 BECAUSE OF ITS
 EN0893'PROXIMITY TO A PIT SILO.
 EN0893'
 EN0893'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ACKLEY NO 3 1932, SET IN
 EN0893'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0893'IS 70.0 FEET SOUTH OF THE SOUTH FENCE, 70.5 FEET SOUTH OF THE
 EN0893'WITNESS POST AND 0.40 METERS LOWER THAN STATION ACKLEY.
 EN0893'
 EN0893'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0562 ***********************************************************************
 DP0562  DESIGNATION -  ACME
 DP0562  PID         -  DP0562
 DP0562  STATE/COUNTY-  TX/MOTLEY
 DP0562  USGS QUAD   -  RUSSELLVILLE (1981)
 DP0562
 DP0562                         *CURRENT SURVEY CONTROL
 DP0562  ___________________________________________________________________
 DP0562* NAD 83(1993)-  33 55 47.71196(N)    100 38 39.50528(W)     ADJUSTED  
 DP0562* NAVD 88     -       730.     (meters)    2395.     (feet)  SCALED    
 DP0562  ___________________________________________________________________
 DP0562  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 DP0562  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DP0562
 DP0562  HORZ ORDER  -  SECOND
 DP0562
 DP0562.The horizontal coordinates were established by classical geodetic methods
 DP0562.and adjusted by the National Geodetic Survey in February 1996..
 DP0562
 DP0562.The orthometric height was scaled from a topographic map.
 DP0562
 DP0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0562
 DP0562.The geoid height was determined by GEOID03.
 DP0562
 DP0562;                    North         East     Units Scale Factor Converg.
 DP0562;SPC TXNC     - 2,253,006.912   401,751.879   MT  0.99998996   -1 10 10.2
 DP0562;SPC TXNC     - 7,391,740.18  1,318,080.96   sFT  0.99998996   -1 10 10.2
 DP0562;UTM  14      - 3,755,603.173   348,019.299   MT  0.99988475   -0 55 04.8
 DP0562
 DP0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0562!SPC TXNC     -   0.99988966  x   0.99998996  =   0.99987963
 DP0562!UTM  14      -   0.99988966  x   0.99988475  =   0.99977443
 DP0562
 DP0562|---------------------------------------------------------------------|
 DP0562| PID    Reference Object                     Distance      Geod. Az  |
 DP0562|                                                           dddmmss.s |
 DP0562| CX7471 ACME RM 2                            10.340 METERS 08034     |
 DP0562| CX7469 ACME AZ MK                                         1722825.1 |
 DP0562| CX7470 ACME RM 1                            10.370 METERS 34118     |
 DP0562|---------------------------------------------------------------------|
 DP0562
 DP0562                          SUPERSEDED SURVEY CONTROL
 DP0562
 DP0562  NAD 83(1993)-  33 55 47.71429(N)    100 38 39.50432(W) AD(       ) 2
 DP0562  NAD 83(1986)-  33 55 47.71767(N)    100 38 39.49843(W) AD(       ) 2
 DP0562  NAD 27      -  33 55 47.43150(N)    100 38 38.04587(W) AD(       ) 2
 DP0562
 DP0562.Superseded values are not recommended for survey control.
 DP0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0562.See file dsdata.txt to determine how the superseded data were derived.
 DP0562
 DP0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC4801955603(NAD 83)
 DP0562_MARKER: DS = TRIANGULATION STATION DISK
 DP0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0562_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0562
 DP0562  HISTORY     - Date     Condition        Report By
 DP0562  HISTORY     - 1964     MONUMENTED       CGS
 DP0562
 DP0562                          STATION DESCRIPTION
 DP0562
 DP0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0562'THE STATION IS 12-1/2 MILES EAST OF ROARING SPRINGS, 11-1/2 MILES
 DP0562'SOUTHEAST OF MATADOR, 11 MILES NORTHWEST OF DUMONT, ON THE SUMMIT OF
 DP0562'A BRUSH COVERED RIDGE AND ON PROPERTY OWNED BY THE ROCK ISLAND
 DP0562'CATTLE COMPANY.
 DP0562'
 DP0562'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND FARM
 DP0562'ROAD 684, 1/2 MILE SOUTHEAST OF ROARING SPRINGS, GO EAST ON FARM
 DP0562'ROAD 684 FOR 5.5 MILES TO A T-ROAD.  TURN LEFT AND GO NORTH AND EAST
 DP0562'ON A GRAVEL ROAD FOR 1.0 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH
 DP0562'AND EAST FOR 0.75 MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE EASTERLY
 DP0562'ON THE MAIN ROAD FOR 2.95 MILES TO A CATTLE GUARD AND FORK.  TAKE
 DP0562'RIGHT FORK, STRAIGHT AHEAD AND CONTINUE EASTERLY FOR 0.6 MILE TO A
 DP0562'REVERSE FORK.  CONTINUE EAST FOR 0.2 MILE TO A FORK.  BEAR
 DP0562'LEFT AND CONTINUE EASTERLY ON THE MAIN ROAD FOR 1.85 MILE TO A
 DP0562'FORK.  BEAR LEFT, CONTINUE STRAIGHT AHEAD, UPHILL ON A TRACK
 DP0562'ROAD AND GO EAST 0.35 MILE TO THE HIGHEST POINT OF A BRUSHY RIDGE
 DP0562'AND THE STATION ON THE LEFT.
 DP0562'
 DP0562'THE STATION MARK IS A STANDARD DISK, STAMPED ACME 1964, SET IN THE
 DP0562'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DP0562'3 INCHES.  IT IS 39 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD
 DP0562'AND 7 FEET NORTHWEST OF A METAL WITNESS POST.
 DP0562'
 DP0562'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ACME NO 1 1964, IS SET
 DP0562'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0562'PROJECTS 4 INCHES.  IT IS 40 FEET NORTHWEST OF THE WITNESS POST AND
 DP0562'ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 DP0562'
 DP0562'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ACME NO 2 1964, IS SET
 DP0562'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0562'PROJECTS 6 INCHES.  IT IS 29 FEET EAST OF THE WITNESS POST, 25 FEET
 DP0562'NORTHWEST OF THE CENTER OF THE TRACK ROAD AND ABOUT 1 FOOT LOWER
 DP0562'IN ELEVATION THAN THE STATION.
 DP0562'
 DP0562'AZIMUTH MARK IS A STANDARD DISK STAMPED ACME 1964, SET IN THE TOP OF
 DP0562'A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4 INCHES.
 DP0562'IT IS 27 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 2.5 FEET WEST
 DP0562'OF A METAL WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 DP0562'
 DP0562'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EAST AND SOUTH
 DP0562'ON THE MAIN ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM1000 ***********************************************************************
 EM1000  DESIGNATION -  ACME GEORGIA PAC CORP TANK
 EM1000  PID         -  EM1000
 EM1000  STATE/COUNTY-  TX/HARDEMAN
 EM1000  USGS QUAD   -  QUANAH WEST (1990)
 EM1000
 EM1000                         *CURRENT SURVEY CONTROL
 EM1000  ___________________________________________________________________
 EM1000* NAD 83(1993)-  34 19 07.22557(N)    099 49 20.19938(W)     ADJUSTED  
 EM1000* NAVD 88     -                                                        
 EM1000  ___________________________________________________________________
 EM1000  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EM1000  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 EM1000
 EM1000  HORZ ORDER  -  THIRD
 EM1000
 EM1000.The horizontal coordinates were established by classical geodetic methods
 EM1000.and adjusted by the National Geodetic Survey in February 1996..
 EM1000
 EM1000
 EM1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM1000
 EM1000.The geoid height was determined by GEOID03.
 EM1000
 EM1000;                    North         East     Units Scale Factor Converg.
 EM1000;SPC TXNC     - 2,294,874.066   478,288.676   MT  1.00011721   -0 43 16.2
 EM1000;SPC TXNC     - 7,529,099.33  1,569,185.43   sFT  1.00011721   -0 43 16.2
 EM1000;UTM  14      - 3,797,796.884   424,348.229   MT  0.99967054   -0 27 49.0
 EM1000
 EM1000                          SUPERSEDED SURVEY CONTROL
 EM1000
 EM1000  NAD 83(1993)-  34 19 07.22577(N)    099 49 20.19953(W) AD(       ) 4
 EM1000  NAD 83(1986)-  34 19 07.23140(N)    099 49 20.19118(W) AD(       ) 4
 EM1000  NAD 27      -  34 19 06.97279(N)    099 49 18.83176(W) AD(       ) 3
 EM1000
 EM1000.Superseded values are not recommended for survey control.
 EM1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1000.See file dsdata.txt to determine how the superseded data were derived.
 EM1000
 EM1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2434897797(NAD 83)
 EM1000_MARKER: 53 = ELEVATED TANK
 EM1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM1000+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 EM1000
 EM1000  HISTORY     - Date     Condition        Report By
 EM1000  HISTORY     - 1967     FIRST OBSERVED   CGS
 EM1000  HISTORY     - 20040806 GOOD             USPSQD
 EM1000
 EM1000                          STATION DESCRIPTION
 EM1000
 EM1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM1000'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH ELEVATED
 EM1000'DOUBLE ELLIPSOIDAL TANK LOCATED 0.1 MILE NORTH OF U.S. HIGHWAY 287
 EM1000'AND ABOUT 200 FEET NORTHWEST OF THE MAIN OFFICE BUILDING.
 EM1000
 EM1000                          STATION RECOVERY (2004)
 EM1000
 EM1000'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 EM1000'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7894 ***********************************************************************
 AB7894  SACS        -  This is a Secondary Airport Control Station.
 AB7894  DESIGNATION -  ACT AP STA G2
 AB7894  PID         -  AB7894
 AB7894  STATE/COUNTY-  TX/MCLENNAN
 AB7894  USGS QUAD   -  WACO WEST (1975)
 AB7894
 AB7894                         *CURRENT SURVEY CONTROL
 AB7894  ___________________________________________________________________
 AB7894* NAD 83(1993)-  31 36 18.97491(N)    097 13 43.91405(W)     ADJUSTED  
 AB7894* NAVD 88     -       154.50   (meters)     506.9    (feet)  GPS OBS   
 AB7894  ___________________________________________________________________
 AB7894  X           -    -684,183.470 (meters)                     COMP
 AB7894  Y           -  -5,394,014.336 (meters)                     COMP
 AB7894  Z           -   3,323,300.388 (meters)                     COMP
 AB7894  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 AB7894  ELLIP HEIGHT-         127.25  (meters)          (03/15/01) GPS OBS
 AB7894  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AB7894
 AB7894  HORZ ORDER  -  FIRST
 AB7894  ELLP ORDER  -  FOURTH    CLASS II
 AB7894
 AB7894.This mark is at Waco Reg (ACT) Airport (ACT)
 AB7894
 AB7894.The horizontal coordinates were established by GPS observations
 AB7894.and adjusted by the National Geodetic Survey in November 1996..
 AB7894
 AB7894.The orthometric height was determined by GPS observations and a
 AB7894.high-resolution geoid model.
 AB7894
 AB7894.GPS derived orthometric heights for airport stations designated as
 AB7894.PACS or SACS are published to 2 decimal places.  This maintains
 AB7894.centimeter relative accuracy between the PACS and SACS.  It does
 AB7894.not indicate centimeter accuracy relative to other marks which are
 AB7894.part of the NAVD 88 network.
 AB7894
 AB7894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7894
 AB7894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7894
 AB7894.The ellipsoidal height was determined by GPS observations
 AB7894.and is referenced to NAD 83.
 AB7894
 AB7894.The geoid height was determined by GEOID03.
 AB7894
 AB7894;                    North         East     Units Scale Factor Converg.
 AB7894;SPC TX C     - 3,219,019.370   994,543.993   MT  0.99993713   +1 35 56.3
 AB7894;SPC TX C     -10,561,066.05  3,262,933.08   sFT  0.99993713   +1 35 56.3
 AB7894;UTM  14      - 3,498,045.510   668,018.051   MT  0.99994819   +0 55 42.3
 AB7894
 AB7894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7894!SPC TX C     -   0.99998002  x   0.99993713  =   0.99991715
 AB7894!UTM  14      -   0.99998002  x   0.99994819  =   0.99992821
 AB7894
 AB7894:                Primary Azimuth Mark                     Grid Az
 AB7894:SPC TX C     -  ACT ARP 2                                357 23 06.4
 AB7894:UTM  14      -  ACT ARP 2                                358 03 20.4
 AB7894
 AB7894|---------------------------------------------------------------------|
 AB7894| PID    Reference Object                     Distance      Geod. Az  |
 AB7894|                                                           dddmmss.s |
 AB7894| AB2820 ACT ARP 2                           APPROX. 0.6 KM 3585902.7 |
 AB7894|---------------------------------------------------------------------|
 AB7894
 AB7894                          SUPERSEDED SURVEY CONTROL
 AB7894
 AB7894  ELLIP H (11/18/96)  127.33   (m)                       GP(       ) 4 2
 AB7894
 AB7894.Superseded values are not recommended for survey control.
 AB7894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7894.See file dsdata.txt to determine how the superseded data were derived.
 AB7894
 AB7894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV6801898046(NAD 83)
 AB7894_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB7894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7894_STAMPING: AP 1963 STA G2
 AB7894_MARK LOGO: CGS   
 AB7894_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7894+STABILITY: SURFACE MOTION
 AB7894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7894+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1995
 AB7894
 AB7894  HISTORY     - Date     Condition        Report By
 AB7894  HISTORY     - 1963     MONUMENTED       CGS
 AB7894  HISTORY     - 19930615 GOOD             NGS
 AB7894  HISTORY     - 19950212 GOOD             NGS
 AB7894  HISTORY     - 20010317 GOOD             USPSQD
 AB7894
 AB7894                          STATION DESCRIPTION
 AB7894
 AB7894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AB7894'THE STATION IS LOCATED IN A GRASS RECTANGLE FORMED BY RUNWAY 1-19 AND
 AB7894'A PARALLELING TAXIWAY, 774.12 FT (235.95 M) NORTH OF THE CENTERLINE
 AB7894'AND END OF RUNWAY 32, 718.40 FT (218.97 M) NORTH-NORTHEAST OF THE
 AB7894'CENTERLINE AND END OF RUNWAY 19, 699 FT (213.1 M) NORTH OF THE SOUTH
 AB7894'END OF RUNWAY 1-19, 173.86 FT (52.99 M) EAST-SOUTHEAST OF THE
 AB7894'CENTERLINE OF RUNWAY 1-19, 118.8 FT (36.2 M) NNE OF RWY LT 14 AND
 AB7894'152.9 FT (46.6 M) SE OF RWY LT 16, 76.0 FT (23.2 M) SE OF THE SE
 AB7894'CORNER OF THE EAST VASI LT OF THE S SET OF VASIS.  THE MARK IS A
 AB7894'STANDARD TOPOGRAPHIC STATION DISK, STAMPED AP 1963 STA G2, SET IN THE
 AB7894'TOP OF A 14 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 AB7894
 AB7894                          STATION RECOVERY (1995)
 AB7894
 AB7894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7894'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF WACO AT THE WACO
 AB7894'REGIONAL AIRPORT, IN THE GRASS MEDIAN OF RUNWAY 1-19 AND THE PARALLEL
 AB7894'TAXI.  OWNERSHIP--CITY OF WACO, ROUTE 10 BOX 176, WACO, TX 76708.
 AB7894'AIRPORT MANAGER IS WALT SCHRUPP, PHONE 817-750-5956.  HAROLD MCGILVRAY
 AB7894'IS FAA FACILITY MANAGER, MAINTENANCE IS WILLIAM BRAY, PHONE
 AB7894'817-756-1070.  CONTACT ONE OF THEM ONE DAY IN ADVANCE TO ARRANGE FOR
 AB7894'AN ESCORT TO THIS STATION.  TO REACH FROM THE UNDERPASS AT THE
 AB7894'JUNCTION OF INTERSTATE HIGHWAY 35, STATE LOOP HIGHWAY 340 AND FARM
 AB7894'ROAD 3051 (LAKE SHORE DRIVE) (EXIT 339) ON THE NORTH SIDE OF WACO, GO
 AB7894'WESTERLY ON FARM ROAD 3051 FOR 5.31 KM (3.30 MI) TO A CROSSROAD,
 AB7894'MARTIN LUTHER KING BOULEVARD ON THE LEFT AND STEINBECK BEND ON THE
 AB7894'RIGHT.  TURN RIGHT, NORTHWEST, THEN SOUTHWEST, ON STEINBECK BEND FOR
 AB7894'5.15 KM (3.20 MI) TO A CROSSROAD (AIRPORT ROAD) .  TURN RIGHT,
 AB7894'NORTHWEST, ON AIRPORT ROAD FOR 1.1 KM (0.70 MI) TO A Y-JUNCTION LEFT.
 AB7894'CONTINUE AHEAD, NORTHWEST ON AIRPORT ROAD FOR 0.51 KM (0.30 MI) TO A
 AB7894'ROAD RIGHT LEADING TO THE TERMINAL.  TURN RIGHT, NORTHWEST, ON THE
 AB7894'ROAD FOR 0.13 KM (0.10 MI) TO THE TERMINAL. SECURITY WILL ESCORT YOU
 AB7894'FROM HERE.  STATION IS SET FLUSH IN THE TOP OF A 30 CM CONCRETE POST
 AB7894'SET FLUSH WITH THE GROUND.  THE NUMBER 3 OF THE DATE 1963 IS MISSING.
 AB7894'IT IS 53.2 M (174.5 FT) EAST-SOUTHEAST OF THE CENTER OF RUNWAY 1-19,
 AB7894'53.4 M (175.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF RUNWAY SIGN
 AB7894'32-14, AND 23.1 M (75.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AB7894'EAST ONE OF THE SOUTH SET OF VASI LIGHTS.  NOTE--THIS STATION WAS
 AB7894'SELECTED AS A SACS.  DESCRIBED BY D.G.  AUG
 AB7894
 AB7894                          STATION RECOVERY (2001)
 AB7894
 AB7894'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 AB7894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7895 ***********************************************************************
 AB7895  DESIGNATION -  ACT AP STA H2
 AB7895  PID         -  AB7895
 AB7895  STATE/COUNTY-  TX/MCLENNAN
 AB7895  USGS QUAD   -  WACO WEST (1975)
 AB7895
 AB7895                         *CURRENT SURVEY CONTROL
 AB7895  ___________________________________________________________________
 AB7895* NAD 83(1993)-  31 37 06.81782(N)    097 13 29.71973(W)     ADJUSTED  
 AB7895* NAVD 88     -       152.5    (meters)     500.     (feet)  GPS OBS   
 AB7895  ___________________________________________________________________
 AB7895  X           -    -683,714.915 (meters)                     COMP
 AB7895  Y           -  -5,393,293.413 (meters)                     COMP
 AB7895  Z           -   3,324,554.255 (meters)                     COMP
 AB7895  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 AB7895  ELLIP HEIGHT-         125.21  (meters)          (03/15/01) GPS OBS
 AB7895  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AB7895
 AB7895  HORZ ORDER  -  THIRD
 AB7895  ELLP ORDER  -  FOURTH    CLASS II
 AB7895
 AB7895.This mark is at Waco Reg (ACT) Airport (ACT)
 AB7895
 AB7895.The horizontal coordinates were established by GPS observations
 AB7895.and adjusted by the National Geodetic Survey in November 1996..
 AB7895
 AB7895.The orthometric height was determined by GPS observations and a
 AB7895.high-resolution geoid model.
 AB7895
 AB7895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7895
 AB7895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7895
 AB7895.The ellipsoidal height was determined by GPS observations
 AB7895.and is referenced to NAD 83.
 AB7895
 AB7895.The geoid height was determined by GEOID03.
 AB7895
 AB7895;                    North         East     Units Scale Factor Converg.
 AB7895;SPC TX C     - 3,220,502.713   994,876.817   MT  0.99993960   +1 36 03.7
 AB7895;SPC TX C     -10,565,932.65  3,264,025.02   sFT  0.99993960   +1 36 03.7
 AB7895;UTM  14      - 3,499,524.873   668,368.211   MT  0.99994964   +0 55 51.0
 AB7895
 AB7895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7895!SPC TX C     -   0.99998034  x   0.99993960  =   0.99991994
 AB7895!UTM  14      -   0.99998034  x   0.99994964  =   0.99992998
 AB7895
 AB7895:                Primary Azimuth Mark                     Grid Az
 AB7895:SPC TX C     -  ACT ARP 2                                203 17 46.8
 AB7895:UTM  14      -  ACT ARP 2                                203 57 59.5
 AB7895
 AB7895|---------------------------------------------------------------------|
 AB7895| PID    Reference Object                     Distance      Geod. Az  |
 AB7895|                                                           dddmmss.s |
 AB7895| AB2820 ACT ARP 2                           APPROX. 0.9 KM 2045350.5 |
 AB7895|---------------------------------------------------------------------|
 AB7895
 AB7895                          SUPERSEDED SURVEY CONTROL
 AB7895
 AB7895  ELLIP H (11/18/96)  125.29   (m)                       GP(       ) 4 2
 AB7895
 AB7895.Superseded values are not recommended for survey control.
 AB7895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7895.See file dsdata.txt to determine how the superseded data were derived.
 AB7895
 AB7895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV6836899525(NAD 83)
 AB7895_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB7895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7895_STAMPING: AP 1963 STA H2
 AB7895_MARK LOGO: CGS   
 AB7895_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7895+STABILITY: SURFACE MOTION
 AB7895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7895+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1995
 AB7895
 AB7895  HISTORY     - Date     Condition        Report By
 AB7895  HISTORY     - 1963     MONUMENTED       CGS
 AB7895  HISTORY     - 19860215 GOOD             NGS
 AB7895  HISTORY     - 19950703 GOOD             NGS
 AB7895  HISTORY     - 20010317 GOOD             USPSQD
 AB7895
 AB7895                          STATION DESCRIPTION
 AB7895
 AB7895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (DRM)
 AB7895'THE STATION IS LOCATED IN A GRASS RECTANGLE FORMED BY RUNWAY 19-1 AND
 AB7895'A PARALLELING TAXIWAY, 928.61 FT (283.04 M) SOUTH OF THE CENTERLINE
 AB7895'AND END OF RUNWAY END 19, 195.0 FT (59.4 M) NORTH-NORTHEAST OF RUNWAY
 AB7895'LIGHT NO 62, 175.30 FT (53.43 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 AB7895'THE RUNWAY, AND 91.3 FT (27.8 M) SOUTHEAST OF RUNWAY LIGHT NO 64. THE
 AB7895'MARK IS A STANDARD TOPOGRAPHIC STATION DISK, STAMPED AP 1963 STA H2,
 AB7895'SET IN THE TOP OF A 14 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 AB7895'GROUND.
 AB7895
 AB7895                          STATION RECOVERY (1995)
 AB7895
 AB7895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7895'THE STATION IS LOCATED AT THE WACO REGIONAL AIRPORT, IN A GRASS
 AB7895'RECTANGLE FORMED BY RUNWAY 19-01 AND A PARALLEL TAXIWAY.
 AB7895'OWNERSHIP--CITY OF WACO, ROUTE 10 BOX 176, WACO, TX, THE AIRPORT
 AB7895'MANAGER IS WALT SCHRUPP, THE PHONE NUMBER IS 817-750-5956.  THE
 AB7895'STATION IS A COPPER NAIL WITH A CGS WASHER SET IN TOP OF A CONCRETE
 AB7895'POST, THE ORIGINAL MARK WAS A BENCH MARK DISK SET IN 1963 BUT WAS
 AB7895'SHEARED OFF AND THE NAIL WAS SET IN THE STEM OF THE MISSING DISK IN
 AB7895'1967, 59.4 M (194.9 FT) NORTH-NORTHEAST OF RUNWAY LIGHT NUMBER 62,
 AB7895'53.4 M (175.2 FT) EAST-SOUTHEAST OF THE RUNWAY CENTERLINE, 27.8 M
 AB7895'(91.2 FT) SOUTHEAST OF RUNWAY LIGHT NUMBER 64, AND THE MONUMENT IS
 AB7895'FLUSH WITH THE GROUND SURFACE.  NOTE--THE STAMPING ON THE WASHER WAS
 AB7895'NOT RECORDED AT TIME OF RECOVERY.
 AB7895
 AB7895                          STATION RECOVERY (2001)
 AB7895
 AB7895'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 AB7895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2820 ***********************************************************************
 AB2820  PACS        -  This is a Primary Airport Control Station.
 AB2820  DESIGNATION -  ACT ARP 2
 AB2820  PID         -  AB2820
 AB2820  STATE/COUNTY-  TX/MCLENNAN
 AB2820  USGS QUAD   -  WACO WEST (1975)
 AB2820
 AB2820                         *CURRENT SURVEY CONTROL
 AB2820  ___________________________________________________________________
 AB2820* NAD 83(1993)-  31 36 39.84778(N)    097 13 44.34656(W)     ADJUSTED  
 AB2820* NAVD 88     -       153.79   (meters)     504.6    (feet)  GPS OBS   
 AB2820  ___________________________________________________________________
 AB2820  X           -    -684,152.304 (meters)                     COMP
 AB2820  Y           -  -5,393,678.024 (meters)                     COMP
 AB2820  Z           -   3,323,847.535 (meters)                     COMP
 AB2820  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 AB2820  ELLIP HEIGHT-         126.53  (meters)          (10/24/00) GPS OBS
 AB2820  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AB2820
 AB2820  HORZ ORDER  -  B
 AB2820  ELLP ORDER  -  FOURTH    CLASS II
 AB2820
 AB2820.This mark is at Waco Reg (ACT) Airport (ACT)
 AB2820
 AB2820.The horizontal coordinates were established by GPS observations
 AB2820.and adjusted by the National Geodetic Survey in February 1996..
 AB2820
 AB2820.The orthometric height was determined by GPS observations and a
 AB2820.high-resolution geoid model.
 AB2820
 AB2820.GPS derived orthometric heights for airport stations designated as
 AB2820.PACS or SACS are published to 2 decimal places.  This maintains
 AB2820.centimeter relative accuracy between the PACS and SACS.  It does
 AB2820.not indicate centimeter accuracy relative to other marks which are
 AB2820.part of the NAVD 88 network.
 AB2820
 AB2820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2820
 AB2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2820
 AB2820.The ellipsoidal height was determined by GPS observations
 AB2820.and is referenced to NAD 83.
 AB2820
 AB2820.The geoid height was determined by GEOID03.
 AB2820
 AB2820;                    North         East     Units Scale Factor Converg.
 AB2820;SPC TX C     - 3,219,661.646   994,514.660   MT  0.99993820   +1 35 56.1
 AB2820;SPC TX C     -10,563,173.25  3,262,836.85   sFT  0.99993820   +1 35 56.1
 AB2820;UTM  14      - 3,498,688.092   667,996.236   MT  0.99994810   +0 55 42.6
 AB2820
 AB2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2820!SPC TX C     -   0.99998013  x   0.99993820  =   0.99991833
 AB2820!UTM  14      -   0.99998013  x   0.99994810  =   0.99992823
 AB2820
 AB2820:                Primary Azimuth Mark                     Grid Az
 AB2820:SPC TX C     -  ACT AP STA H2                            023 17 46.8
 AB2820:UTM  14      -  ACT AP STA H2                            023 58 00.3
 AB2820
 AB2820|---------------------------------------------------------------------|
 AB2820| PID    Reference Object                     Distance      Geod. Az  |
 AB2820|                                                           dddmmss.s |
 AB2820| AB7895 ACT AP STA H2                       APPROX. 0.9 KM 0245342.9 |
 AB2820| AB7894 ACT AP STA G2                       APPROX. 0.6 KM 1785902.5 |
 AB2820|---------------------------------------------------------------------|
 AB2820
 AB2820                          SUPERSEDED SURVEY CONTROL
 AB2820
 AB2820  ELLIP H (02/20/96)  126.61   (m)                       GP(       ) 1 1
 AB2820
 AB2820.Superseded values are not recommended for survey control.
 AB2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2820.See file dsdata.txt to determine how the superseded data were derived.
 AB2820
 AB2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV6799698688(NAD 83)
 AB2820_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB2820_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB2820_SP_SET: CONCRETE DRAIN INLET
 AB2820_STAMPING: ARP 2 1963
 AB2820_MARK LOGO: CGS   
 AB2820_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2820+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1995
 AB2820
 AB2820  HISTORY     - Date     Condition        Report By
 AB2820  HISTORY     - 1963     MONUMENTED       CGS
 AB2820  HISTORY     - 19930615 GOOD             NGS
 AB2820  HISTORY     - 19950212 GOOD             NGS
 AB2820  HISTORY     - 20010317 GOOD             USPSQD
 AB2820
 AB2820                          STATION DESCRIPTION
 AB2820
 AB2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AB2820'THE STATION IS LOCATED 366 FT (111.6 M) SOUTHWEST OF ARP 1958 AND
 AB2820'313.6 FT (95.6 M) WEST OF RUNWAY 1-19.  THE MARK IS A STANDARD
 AB2820'TOPOGRAPHIC STATION DISK, STAMPED ARP 2 1963 SET IN A DRILL HOLE IN
 AB2820'THE SOUTHWEST CORNER OF A CONCRETE DRAIN INLET.
 AB2820
 AB2820                          STATION RECOVERY (1995)
 AB2820
 AB2820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2820'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF WACO AT THE WACO
 AB2820'REGIONAL AIRPORT, IN THE NORTHWEST QUADRANT OF THE JUNCTION OF RUNWAY
 AB2820'1-19 AND CLOSED RUNWAY 5-23, JUST EAST OF THE TETRAHEDRON AND AT
 AB2820'MIDFIELD.  OWNERSHIP--CITY OF WACO, ROUTE 10 BOX 176, WACO, TX 76708.
 AB2820'AIRPORT MANAGER IS WALT SCHRUPP, PHONE 817-750-5956.  HAROLD MCGILVRAY
 AB2820'IS FAA FACILITY MANAGER, MAINTENANCE IS WILLIAM BRAY, PHONE
 AB2820'817-756-1070.  CONTACT ONE OF THEM ONE DAY IN ADVANCE TO ARRANGE FOR
 AB2820'AN ESCORT TO THIS STATION.  TO REACH FROM THE UNDERPASS AT THE
 AB2820'JUNCTION OF INTERSTATE HIGHWAY 35, STATE LOOP HIGHWAY 340 AND FARM
 AB2820'ROAD 3051 (LAKE SHORE DRIVE) (EXIT 339) ON THE NORTH SIDE OF WACO, GO
 AB2820'WESTERLY ON FARM ROAD 3051 FOR 5.31 KM (3.30 MI) TO A CROSSROAD,
 AB2820'MARTIN LUTHER KING BOULEVARD ON THE LEFT AND STEINBECK BEND ON THE
 AB2820'RIGHT.  TURN RIGHT, NORTHWEST, THEN SOUTHWEST, ON STEINBECK BEND FOR
 AB2820'5.15 KM (3.20 MI) TO A CROSSROAD (AIRPORT ROAD) .  TURN RIGHT,
 AB2820'NORTHWEST, ON AIRPORT ROAD FOR 1.1 KM (0.70 MI) TO A PAVED Y-JUNCTION
 AB2820'LEFT.  CONTINUE AHEAD, NORTHWEST, ON AIRPORT ROAD FOR 0.51 KM (0.30
 AB2820'MI) TO A ROAD RIGHT LEAING TO THE TERMINAL.  TURN RIGHT, NORTHWEST, ON
 AB2820'THE ROAD FOR 0.13 KM (0.10 MI) TO THE TERMINAL. SECURITY WILL ESCORT
 AB2820'YOU FROM HERE.  STATION IS SET FLUSH IN THE SOUTHWEST CORNER OF A
 AB2820'CONCRETE DRAIN INLET.  IT IS 111.5 M (365.8 FT) SOUTHWEST OF ARP 1958,
 AB2820'95.5 M (313.3 FT) WEST OF RUNWAY 1-19, 93.8 M (307.7 FT)
 AB2820'WEST-NORTHWEST OF THE WEST EDGE OF RUNWAY 1-19 AT THE SECOND RUNWAY
 AB2820'LIGHT FROM A TAXI, AND 89.7 M (294.3 FT) SOUTH-SOUTHEAST OF THE SOUTH
 AB2820'EDGE OF THE TAXI.  DESCRIBED BY D.G. AUG
 AB2820
 AB2820                          STATION RECOVERY (2001)
 AB2820
 AB2820'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 AB2820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1311 ***********************************************************************
 DM1311  DESIGNATION -  ACWORTH
 DM1311  PID         -  DM1311
 DM1311  STATE/COUNTY-  TX/RED RIVER
 DM1311  USGS QUAD   -  ACWORTH (1950)
 DM1311
 DM1311                         *CURRENT SURVEY CONTROL
 DM1311  ___________________________________________________________________
 DM1311* NAD 83(1993)-  33 47 06.07109(N)    094 57 09.97028(W)     ADJUSTED  
 DM1311* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 DM1311  ___________________________________________________________________
 DM1311  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DM1311  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DM1311
 DM1311  HORZ ORDER  -  SECOND
 DM1311
 DM1311.The horizontal coordinates were established by classical geodetic methods
 DM1311.and adjusted by the National Geodetic Survey in February 1996..
 DM1311
 DM1311.The orthometric height was scaled from a topographic map.
 DM1311
 DM1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1311
 DM1311.The geoid height was determined by GEOID03.
 DM1311
 DM1311;                    North         East     Units Scale Factor Converg.
 DM1311;SPC TXNC     - 2,240,457.540   928,455.964   MT  0.99995439   +1 56 04.7
 DM1311;SPC TXNC     - 7,350,567.78  3,046,109.28   sFT  0.99995439   +1 56 04.7
 DM1311;UTM  15      - 3,740,033.511   319,199.485   MT  1.00000300   -1 05 10.3
 DM1311
 DM1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1311!SPC TXNC     -   0.99998498  x   0.99995439  =   0.99993937
 DM1311!UTM  15      -   0.99998498  x   1.00000300  =   0.99998798
 DM1311
 DM1311|---------------------------------------------------------------------|
 DM1311| PID    Reference Object                     Distance      Geod. Az  |
 DM1311|                                                           dddmmss.s |
 DM1311| CX4883 ACWORTH RM 1                         35.509 METERS 08254     |
 DM1311| DM1310 51 ADP                               46.005 METERS 19706     |
 DM1311| DM1327 TEXAS FOREST SERVICE LOT 62         APPROX.10.3 KM 2472836.7 |
 DM1311| CX4882 ACWORTH AZ MK                                      3280440.5 |
 DM1311|---------------------------------------------------------------------|
 DM1311
 DM1311                          SUPERSEDED SURVEY CONTROL
 DM1311
 DM1311  NAD 83(1993)-  33 47 06.07127(N)    094 57 09.97034(W) AD(       ) 2
 DM1311  NAD 83(1986)-  33 47 06.07842(N)    094 57 09.95749(W) AD(       ) 2
 DM1311  NAD 27      -  33 47 05.68800(N)    094 57 09.16100(W) AD(       ) 2
 DM1311
 DM1311.Superseded values are not recommended for survey control.
 DM1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1311.See file dsdata.txt to determine how the superseded data were derived.
 DM1311
 DM1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1919940034(NAD 83)
 DM1311_MARKER: DS = TRIANGULATION STATION DISK
 DM1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1311
 DM1311  HISTORY     - Date     Condition        Report By
 DM1311  HISTORY     - 1951     MONUMENTED       CGS
 DM1311  HISTORY     - 1957     GOOD             CGS
 DM1311
 DM1311                          STATION DESCRIPTION
 DM1311
 DM1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1311'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH OF A SMALL SETTLEMENT
 DM1311'KNOWN AS ACWORTH.  IT IS 41 FEET SOUTHEAST OF A 24 INCH
 DM1311'OAK TREE, 29 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT
 DM1311'ROAD AND 14.5 FEET SOUTH OF A FENCE.  THE MARK PROJECTS
 DM1311'6 INCHES AND THE DISK IS STAMPED ACWORTH 1951.
 DM1311'
 DM1311'REFERENCE MARK NO. 1 IS 17 FEET SOUTH OF THE CENTER OF THE
 DM1311'EAST-WEST ROAD AND 1 FOOT WEST OF A T FENCE CORNER.  THE
 DM1311'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED ACWORTH NO
 DM1311'1 1951.
 DM1311'
 DM1311'51 ADP 1949 IS 48 FEET SOUTH OF A 10 INCH OAK TREE, 27 FEET
 DM1311'NORTH OF A DRIVEWAY, 26 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 DM1311'DIRT ROAD AND 3 FEET EAST OF A FENCE.  A STANDARD USGS BENCH
 DM1311'MARK DISK IS SET IN TOP OF A 7 BY 7 INCH CONCRETE POST WHICH
 DM1311'PROJECTS 5 INCHES.  THE DISK IS STAMPED 51 ADP 1949.
 DM1311'
 DM1311'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1311'ACWORTH TO 51 ADP 1949.  THE DISTANCE IS SHOWN ABOVE.
 DM1311'
 DM1311'THE AZIMUTH MARK IS 19.5 FEET SOUTH OF THE CENTER OF A DIRT
 DM1311'ROAD, 3.5 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF
 DM1311'A FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 DM1311'ACWORTH 1951.
 DM1311'
 DM1311'TO REACH THE STATION FROM CLARKSVILLE, FROM THE JUNCTION
 DM1311'OF U.S. HIGHWAY 82 AND STATE HIGHWAY 37, GO NORTH ON STATE
 DM1311'HIGHWAY 37 FOR 9.7 MILES TO A FIRE LOOKOUT TOWER ON THE
 DM1311'LEFT, CONTINUE NORTH ON THE HIGHWAY FOR 3.2 MILES TO A DIRT
 DM1311'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE DIRT ROAD
 DM1311'FOR 4.2 MILES TO A CROSSROADS, CONTINUE ON EAST FOR 1.2
 DM1311'MILES TO WHERE ROAD TURNS RIGHT, TURN RIGHT AND GO SOUTH
 DM1311'FOR 1.2 MILES TO WHERE ROAD TURNS LEFT, TURN LEFT AND GO
 DM1311'EAST AGAIN FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DM1311'CONTINUE ON EAST FOR 0.1 MILE TO WHERE ROAD TURNS RIGHT, TURN
 DM1311'RIGHT AND GO SOUTH FOR 0.25 MILE TO THE STATION ON THE
 DM1311'SOUTHEAST CORNER OF A CROSSROADS.
 DM1311'
 DM1311'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 DM1311
 DM1311                          STATION RECOVERY (1957)
 DM1311
 DM1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1311'STATION AND REFERENCE MARK NO. 1 AND 51 ADP AND THE AZIMUTH
 DM1311'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1311'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3930 ***********************************************************************
 AW3930  DESIGNATION -  AD
 AW3930  PID         -  AW3930
 AW3930  STATE/COUNTY-  TX/BRAZORIA
 AW3930  USGS QUAD   -  LAKE JACKSON (1974)
 AW3930
 AW3930                         *CURRENT SURVEY CONTROL
 AW3930  ___________________________________________________________________
 AW3930* NAD 83(1986)-  29 05 01.     (N)    095 25 39.     (W)     SCALED    
 AW3930* NAVD 88     -         4.74   (+/-2cm)      15.6    (feet)  VERTCON   
 AW3930  ___________________________________________________________________
 AW3930  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW3930
 AW3930  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3930
 AW3930.The horizontal coordinates were scaled from a topographic map and have
 AW3930.an estimated accuracy of +/- 6 seconds.
 AW3930
 AW3930.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3930.The vertical order pertains to the NGVD 29 superseded value.
 AW3930
 AW3930.The geoid height was determined by GEOID03.
 AW3930
 AW3930;                    North         East    Units  Estimated Accuracy
 AW3930;SPC TXSC     - 4,143,880.      947,720.      MT  (+/- 180 meters Scaled)
 AW3930
 AW3930                          SUPERSEDED SURVEY CONTROL
 AW3930
 AW3930  NGVD 29 (??/??/92)    4.757  (m)           15.61   (f) ADJ UNCH    1 2
 AW3930
 AW3930.Superseded values are not recommended for survey control.
 AW3930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3930.See file dsdata.txt to determine how the superseded data were derived.
 AW3930
 AW3930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN637196(NAD 83)
 AW3930_MARKER: Z = SEE DESCRIPTION
 AW3930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3930_SP_SET: TREE
 AW3930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3930
 AW3930  HISTORY     - Date     Condition        Report By
 AW3930  HISTORY     - UNK      MONUMENTED       CGS
 AW3930  HISTORY     - 1959     GOOD             NGS
 AW3930  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3930
 AW3930                          STATION DESCRIPTION
 AW3930
 AW3930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3930'5.15 MI S FROM ANGLETON.
 AW3930'TREE MARK AD IS LOCATED IN THE EAST ROOT OF A 30-INCH LIVE OAK TREE,
 AW3930'66 FEET SOUTHWEST OF BM J 1143.
 AW3930
 AW3930                          STATION RECOVERY (1973)
 AW3930
 AW3930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0782 ***********************************************************************
 CV0782  DESIGNATION -  ADAIR ET
 CV0782  PID         -  CV0782
 CV0782  STATE/COUNTY-  TX/TERRY
 CV0782  USGS QUAD   -  ASHMORE (1969)
 CV0782
 CV0782                         *CURRENT SURVEY CONTROL
 CV0782  ___________________________________________________________________
 CV0782* NAD 83(1993)-  32 57 49.26919(N)    102 15 11.33969(W)     ADJUSTED  
 CV0782* NAVD 88     -       980.5    (meters)    3217.     (feet)  VERTCON   
 CV0782  ___________________________________________________________________
 CV0782  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 CV0782  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CV0782
 CV0782  HORZ ORDER  -  SECOND
 CV0782
 CV0782.The horizontal coordinates were established by classical geodetic methods
 CV0782.and adjusted by the National Geodetic Survey in February 1996..
 CV0782
 CV0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0782
 CV0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0782
 CV0782.The geoid height was determined by GEOID03.
 CV0782
 CV0782;                    North         East     Units Scale Factor Converg.
 CV0782;SPC TXNC     - 2,150,092.465   249,231.374   MT  0.99987379   -2 02 49.0
 CV0782;SPC TXNC     - 7,054,095.03    817,686.60   sFT  0.99987379   -2 02 49.0
 CV0782;UTM  13      - 3,650,611.371   756,744.780   MT  1.00041285   +1 29 43.4
 CV0782
 CV0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0782!SPC TXNC     -   0.99984973  x   0.99987379  =   0.99972354
 CV0782!UTM  13      -   0.99984973  x   1.00041285  =   1.00026252
 CV0782
 CV0782|---------------------------------------------------------------------|
 CV0782| PID    Reference Object                     Distance      Geod. Az  |
 CV0782|                                                           dddmmss.s |
 CV0782| CH7799 ADAIR ET RM 1                        16.347 METERS 09002     |
 CV0782| CV0771 WELCH WATER TANK                    APPROX.12.6 KM 1095856.8 |
 CV0782| CV0783 WHITE ET                            APPROX. 6.9 KM 1864638.7 |
 CV0782| CH7800 ADAIR ET RM 2                        16.400 METERS 27012     |
 CV0782|---------------------------------------------------------------------|
 CV0782
 CV0782                          SUPERSEDED SURVEY CONTROL
 CV0782
 CV0782  NAD 83(1986)-  32 57 49.27781(N)    102 15 11.33257(W) AD(       ) 2
 CV0782  NAD 27      -  32 57 48.94161(N)    102 15 09.68731(W) AD(       ) 2
 CV0782  NGVD 29 (07/19/86)  980.2    (m)         3216.     (f) VERT ANG       
 CV0782
 CV0782.Superseded values are not recommended for survey control.
 CV0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0782.See file dsdata.txt to determine how the superseded data were derived.
 CV0782
 CV0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS5674550611(NAD 83)
 CV0782_MARKER: DD = SURVEY DISK
 CV0782_SETTING: 0 = UNSPECIFIED SETTING
 CV0782
 CV0782  HISTORY     - Date     Condition        Report By
 CV0782  HISTORY     - 1968     MONUMENTED       USGS
 CV0782  HISTORY     - 1984     GOOD             USPSQD
 CV0782
 CV0782                          STATION DESCRIPTION
 CV0782
 CV0782'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CV0782'THE STATION IS LOCATED NORTH 85 DEG EAST ABOUT 17.7 MILES
 CV0782'AIRLINE FROM SEAGRAVES, TEXAS ON A BLOW RIDGE ON THE SOUTH SIDE
 CV0782'OF A EAST-WEST ROAD EAST OF AN OIL MAINTENANCE SHOP.
 CV0782'
 CV0782'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY
 CV0782'83 IN SEAGRAVES, GO 16.6 MILES EAST ON STATE 83 TO FARM TO
 CV0782'MARKET ROAD 403, TURN LEFT AND GO 3.5 MILES NORTH ON 403 TO
 CV0782'X-RDS., TURN RIGHT AND GO 1.85 MILES EAST ON SURFACED ROAD TO
 CV0782'STATION ON THE RIGHT.  THE STATION IS 56 FEET SOUTH OF THE ROAD
 CV0782'AND 129 FEET EAST OF THE NORTHEAST CORNER OF A SHELTER BELT OF
 CV0782'TREES.  THE STATION IS 6.5 FEET SOUTH OF A USGS WITNESS SIGN
 CV0782'MOUNTED ON A METAL POST.
 CV0782'
 CV0782'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 CV0782'ROD DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG TILE,
 CV0782'6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 CV0782'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED ADAIR ET 1968.
 CV0782'
 CV0782'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 56 FEET SOUTH OF
 CV0782'THE ROAD AND 183 FEET EAST OF THE TREES.  A USGS BRONZE REFERENCE
 CV0782'MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF
 CV0782'15 FEET CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER,
 CV0782'12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH
 CV0782'THE GROUND AND IS STAMPED ADAIR ET 1968 - 1.
 CV0782'
 CV0782'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 56 FEET SOUTH OF
 CV0782'THE ROAD AND 75 FEET EAST OF THE TREES.  A USGS BRONZE REFERENCE
 CV0782'MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10
 CV0782'FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 CV0782'INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 CV0782'GROUND AND IS STAMPED ADAIR ET 1968 - 2.
 CV0782'
 CV0782'STATION WHITE ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE
 CV0782'AS THE AZIMUTH MARK.
 CV0782
 CV0782                          STATION RECOVERY (1984)
 CV0782
 CV0782'RECOVERY NOTE BY US POWER SQUADRON 1984 (TKF)
 CV0782'ADAIR ET 1968 STATION MARK - GOOD CONDITION.
 CV0782'REF. MARKS 1 AND 2 DESTROYED.
 CV0782'AZIMUTH MARK WELCH W.T. - OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0614 ***********************************************************************
 AO0614  DESIGNATION -  ADAMI
 AO0614  PID         -  AO0614
 AO0614  STATE/COUNTY-  TX/WEBB
 AO0614  USGS QUAD   -  PIEDRA CREEK SE (1974)
 AO0614
 AO0614                         *CURRENT SURVEY CONTROL
 AO0614  ___________________________________________________________________
 AO0614* NAD 83(1993)-  28 00 28.06892(N)    098 50 26.35617(W)     ADJUSTED  
 AO0614* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 AO0614  ___________________________________________________________________
 AO0614  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AO0614  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AO0614
 AO0614  HORZ ORDER  -  FIRST
 AO0614
 AO0614.The horizontal coordinates were established by classical geodetic methods
 AO0614.and adjusted by the National Geodetic Survey in February 1996..
 AO0614
 AO0614.The orthometric height was scaled from a topographic map.
 AO0614
 AO0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0614
 AO0614.The geoid height was determined by GEOID03.
 AO0614
 AO0614;                    North         East     Units Scale Factor Converg.
 AO0614;SPC TX S     - 5,259,436.617   266,493.405   MT  1.00004882   -0 09 16.8
 AO0614;SPC TX S     -17,255,334.97    874,320.45   sFT  1.00004882   -0 09 16.8
 AO0614;SPC TXSC     - 4,019,347.611   615,674.410   MT  1.00012895   +0 04 41.0
 AO0614;SPC TXSC     -13,186,809.62  2,019,925.13   sFT  1.00012895   +0 04 41.0
 AO0614;UTM  14      - 3,098,076.306   515,666.136   MT  0.99960303   +0 04 29.4
 AO0614
 AO0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0614!SPC TX S     -   0.99998623  x   1.00004882  =   1.00003505
 AO0614!SPC TXSC     -   0.99998623  x   1.00012895  =   1.00011518
 AO0614!UTM  14      -   0.99998623  x   0.99960303  =   0.99958926
 AO0614
 AO0614|---------------------------------------------------------------------|
 AO0614| PID    Reference Object                     Distance      Geod. Az  |
 AO0614|                                                           dddmmss.s |
 AO0614| CV3607 ADAMI RM 1                           27.810 METERS 00550     |
 AO0614| CV3608 ADAMI RM 2                           31.377 METERS 10614     |
 AO0614| CV3606 ADAMI AZ MK                                        3541538.8 |
 AO0614|---------------------------------------------------------------------|
 AO0614
 AO0614                          SUPERSEDED SURVEY CONTROL
 AO0614
 AO0614  NAD 83(1986)-  28 00 28.07260(N)    098 50 26.33139(W) AD(       ) 1
 AO0614  NAD 27      -  28 00 27.02400(N)    098 50 25.25900(W) AD(       ) 1
 AO0614
 AO0614.Superseded values are not recommended for survey control.
 AO0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0614.See file dsdata.txt to determine how the superseded data were derived.
 AO0614
 AO0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR1566698076(NAD 83)
 AO0614_MARKER: DS = TRIANGULATION STATION DISK
 AO0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0614
 AO0614  HISTORY     - Date     Condition        Report By
 AO0614  HISTORY     - 1935     MONUMENTED       CGS
 AO0614  HISTORY     - 1974     GOOD             USGS
 AO0614  HISTORY     - 1974     GOOD             USGS
 AO0614
 AO0614                          STATION DESCRIPTION
 AO0614
 AO0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0614'STATION IS ON THE PROPERTY SAID TO BELONG TO THE ADAMI BROTHERS,
 AO0614'LOCATED 16-1/2 MILES NW OF FREER, 4-1/4 MILES W OF THE WEBB-DUVAL
 AO0614'COUNTY LINE AND 2 MILES S OF THE WEBB-LA SALLE COUNTY LINE.
 AO0614'
 AO0614'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0614'BRONZE DISKS SET IN CONCRETE.
 AO0614'
 AO0614'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING ROAD N
 AO0614'0.65 MILE TO KNOLL ON RIGHT.  MARK IS SET ON HIGHEST PART
 AO0614'OF KNOLL.
 AO0614'
 AO0614'TO REACH STATION FROM THE RAILROAD STATION, IN ENCINAL, GO N
 AO0614'ON U.S. HIGHWAY 81, FOR 0.3 MILE TO DIRT T-ROAD, TURN RIGHT AND
 AO0614'GO 26.1 MILES E TO CATTLE GUARD, CONTINUE STRAIGHT AHEAD
 AO0614'FOR 7.0 MILES TO A GATE, (0.1 MILE PAST A TWO-STORY HOUSE)
 AO0614'PASS THRU GATE AND CONTINUE 1.2 MILES TO FORKS, TAKE RIGHT
 AO0614'FORK GO 1.1 MILES PASS THRU GATE AND CONTINUE STRAIGHT AHEAD.
 AO0614'GO 0.25 MILE TO AN OLD HOUSE SITE AND SMALL CEMETERY ON RIGHT
 AO0614'AND STATION.
 AO0614'
 AO0614'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 AO0614
 AO0614                          STATION RECOVERY (1974)
 AO0614
 AO0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RJP)
 AO0614'3.0 MI. SW. OF FREER ALONG U.S. HWY. 59, THENCE 14.0 MI.
 AO0614'NW. ALONG STATE HWY 44, THENCE 5.3 MI. NORTH ALONG A GRADED
 AO0614'COUNTY ROAD FROM THE COASTAL STATES GAS PLANT, ABOUT 200 FT. NORTH
 AO0614'OF A SMALL CEMETERY, ABOUT 70 FT. SW. OF THE CENTERLINE OF THE
 AO0614'ROAD, A STANDARD TABLET SET IN A CONCRETE POST PROJECTING
 AO0614'0.3 FT. STAMPED ADAMI 1935.  BOTH REFERENCE MARKS AND THE
 AO0614'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 AO0614
 AO0614                          STATION RECOVERY (1974)
 AO0614
 AO0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (SJS)
 AO0614'FROM ENCINAL GO EAST ON STATE HWY 44 FOR 30 MILES TO A GAS
 AO0614'PLANT ON THE LEFT, TURN NORTH ON COUNTY ROAD FOR 5.6 MILES
 AO0614'TO STATION ON LEFT SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1083 ***********************************************************************
 CA1083  DESIGNATION -  ADAMS
 CA1083  PID         -  CA1083
 CA1083  STATE/COUNTY-  TX/SAN SABA
 CA1083  USGS QUAD   -  HALL (1979)
 CA1083
 CA1083                         *CURRENT SURVEY CONTROL
 CA1083  ___________________________________________________________________
 CA1083* NAD 83(1993)-  31 19 21.93510(N)    099 04 12.74397(W)     ADJUSTED  
 CA1083* NAVD 88     -       513.     (meters)    1683.     (feet)  SCALED    
 CA1083  ___________________________________________________________________
 CA1083  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CA1083  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CA1083
 CA1083  HORZ ORDER  -  THIRD
 CA1083
 CA1083.The horizontal coordinates were established by classical geodetic methods
 CA1083.and adjusted by the National Geodetic Survey in February 1996..
 CA1083
 CA1083.The orthometric height was scaled from a topographic map.
 CA1083
 CA1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1083
 CA1083.The geoid height was determined by GEOID03.
 CA1083
 CA1083;                    North         East     Units Scale Factor Converg.
 CA1083;SPC TX C     - 3,184,270.142   820,210.844   MT  0.99989741   +0 39 02.1
 CA1083;SPC TX C     -10,447,059.62  2,690,975.08   sFT  0.99989741   +0 39 02.1
 CA1083;UTM  14      - 3,465,374.845   493,320.327   MT  0.99960055   -0 02 11.4
 CA1083
 CA1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1083!SPC TX C     -   0.99992327  x   0.99989741  =   0.99982069
 CA1083!UTM  14      -   0.99992327  x   0.99960055  =   0.99952385
 CA1083
 CA1083:                Primary Azimuth Mark                     Grid Az
 CA1083:SPC TX C     -  ONION                                    249 58 18.9
 CA1083:UTM  14      -  ONION                                    250 39 32.4
 CA1083
 CA1083|---------------------------------------------------------------------|
 CA1083| PID    Reference Object                     Distance      Geod. Az  |
 CA1083|                                                           dddmmss.s |
 CA1083| CA1084 ONION                               APPROX.16.2 KM 2503721.0 |
 CA1083|---------------------------------------------------------------------|
 CA1083
 CA1083                          SUPERSEDED SURVEY CONTROL
 CA1083
 CA1083  NAD 83(1986)-  31 19 21.94401(N)    099 04 12.72949(W) AD(       ) 3
 CA1083  NAD 27      -  31 19 21.35324(N)    099 04 11.56338(W) AD(       ) 3
 CA1083
 CA1083.Superseded values are not recommended for survey control.
 CA1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1083.See file dsdata.txt to determine how the superseded data were derived.
 CA1083
 CA1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV9332065375(NAD 83)
 CA1083_MARKER: DD = SURVEY DISK
 CA1083_SETTING: 80 = SET IN A BOULDER
 CA1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1083+STABILITY: SURFACE MOTION
 CA1083
 CA1083  HISTORY     - Date     Condition        Report By
 CA1083  HISTORY     - 1947     MONUMENTED       USGS
 CA1083
 CA1083                          STATION DESCRIPTION
 CA1083
 CA1083'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CA1083'STATION LOCATED ON PROPERTY KNOWN AS THE 10 MILE PLACE, IN THE 1000
 CA1083'ACRE PASTURE AND IS OWNED BY MR. KELLEY ADAMS OF RICHLAND SPRINGS,
 CA1083'ABOUT 8.5 MI. NW. OF RICHLAND SPRINGS, 4.25 MI. SW. OF HOLT AND 2.5
 CA1083'MI. W. OF WILBARGER PEAK, IN A SMALL NATURAL CLEARING ON A N-S. WOODED
 CA1083'RIDGE, 937 FT. N. FROM THE CENTER OF AN E-W. RD., 1211 FT. W. FROM THE
 CA1083'CENTER OF A N-S. RD.
 CA1083'
 CA1083'STATION MARK--STANDARD TABLET STAMPED ---ADAMS 1947---, IN LARGE
 CA1083'BOULDER.
 CA1083'
 CA1083'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, 127.00 FT. FROM
 CA1083'STATION, N 85 DEG 58 MIN E.
 CA1083'
 CA1083'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, 104.00 FT. FROM
 CA1083'STATION, N 64 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0880 ***********************************************************************
 CB0880  DESIGNATION -  ADAMS
 CB0880  PID         -  CB0880
 CB0880  STATE/COUNTY-  TX/TOM GREEN
 CB0880  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0880
 CB0880                         *CURRENT SURVEY CONTROL
 CB0880  ___________________________________________________________________
 CB0880* NAD 83(1993)-  31 27 33.64786(N)    100 29 07.30539(W)     ADJUSTED  
 CB0880* NAVD 88     -       590.     (meters)    1936.     (feet)  SCALED    
 CB0880  ___________________________________________________________________
 CB0880  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CB0880  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CB0880
 CB0880  HORZ ORDER  -  SECOND
 CB0880
 CB0880.The horizontal coordinates were established by classical geodetic methods
 CB0880.and adjusted by the National Geodetic Survey in February 1996..
 CB0880
 CB0880.The orthometric height was scaled from a topographic map.
 CB0880
 CB0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0880
 CB0880.The geoid height was determined by GEOID03.
 CB0880
 CB0880;                    North         East     Units Scale Factor Converg.
 CB0880;SPC TX C     - 3,198,740.317   685,551.873   MT  0.99991358   -0 04 41.9
 CB0880;SPC TX C     -10,494,533.86  2,249,181.44   sFT  0.99991358   -0 04 41.9
 CB0880;UTM  14      - 3,481,465.723   358,875.299   MT  0.99984565   -0 46 31.2
 CB0880
 CB0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0880!SPC TX C     -   0.99991114  x   0.99991358  =   0.99982473
 CB0880!UTM  14      -   0.99991114  x   0.99984565  =   0.99975680
 CB0880
 CB0880:                Primary Azimuth Mark                     Grid Az
 CB0880:SPC TX C     -  ADAMS AZ MK                              089 14 17.6
 CB0880:UTM  14      -  ADAMS AZ MK                              089 56 06.9
 CB0880
 CB0880|---------------------------------------------------------------------|
 CB0880| PID    Reference Object                     Distance      Geod. Az  |
 CB0880|                                                           dddmmss.s |
 CB0880| CV3609 ADAMS AZ MK                                        0890935.7 |
 CB0880| CV3610 ADAMS RM 1                           20.248 METERS 25943     |
 CB0880| CV3611 ADAMS RM 2                           20.207 METERS 32843     |
 CB0880|---------------------------------------------------------------------|
 CB0880
 CB0880                          SUPERSEDED SURVEY CONTROL
 CB0880
 CB0880  NAD 83(1986)-  31 27 33.65456(N)    100 29 07.29105(W) AD(       ) 2
 CB0880  NAD 27      -  31 27 33.07400(N)    100 29 05.94700(W) AD(       ) 2
 CB0880
 CB0880.Superseded values are not recommended for survey control.
 CB0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0880.See file dsdata.txt to determine how the superseded data were derived.
 CB0880
 CB0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV5887581466(NAD 83)
 CB0880_MARKER: DS = TRIANGULATION STATION DISK
 CB0880_SETTING: 0 = UNSPECIFIED SETTING
 CB0880
 CB0880  HISTORY     - Date     Condition        Report By
 CB0880  HISTORY     - 1943     MONUMENTED       CGS
 CB0880  HISTORY     - 1956     GOOD             USGS
 CB0880  HISTORY     - 1958     GOOD             CGS
 CB0880  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0880
 CB0880                          STATION DESCRIPTION
 CB0880
 CB0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0880'STATION IS LOCATED ABOUT 3.0 MILES W AND A LITTLE S OF THE CENTER
 CB0880'OF SAN ANGELO, AND ABOUT 0.3 MILE WNW OF THE INTERSECTION OF
 CB0880'HIGGS AND FORREST PARK STREETS, IN A PASTURE, AND ON LAND OWNED
 CB0880'BY MR. D. RAY ADAMS, MANAGER OF THE SEARS ROEBUCK STORE,
 CB0880'SAN ANGELO.  A BRONZE STATION DISK, STAMPED ADAMS 1943, AND SET
 CB0880'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 CB0880'UNDERGROUND MARK.
 CB0880'
 CB0880'REFERENCE MARK 1 IS W OF THE STATION, IN AN OPEN PART OF THE
 CB0880'PASTURE.  THE DISK IS STAMPED ADAMS NO 1 1943, AND SET IN THE
 CB0880'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.  BRONZE
 CB0880'REFERENCE DISK.
 CB0880'
 CB0880'REFERENCE MARK 2 IS N OF THE STATION, IN AN OPEN PART OF THE
 CB0880'PASTURE AND JUST S OF THE DIM TRACK ROAD.  THE DISK IS STAMPED
 CB0880'ADAMS NO 2 1943, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CB0880'ABOVE 5 INCHES.  A BRONZE REFERENCE DISK.
 CB0880'
 CB0880'AZIMUTH MARK IS ABOUT 0.25 MILE ESE OF THE STATION, 1 FOOT W
 CB0880'OF A N-S FENCE LINE, AND 31 FEET WSW OF THE INTERSECTION OF
 CB0880'HIGGS AND FORREST PARK STREETS.  THE DISK IS STAMPED ADAMS 1943,
 CB0880'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 CB0880'TO REACH FROM THE STATION DRIVE IN A SE DIRECTION ACROSS PASTURE
 CB0880'IN LINE WITH THE CENTRAL NATIONAL BANK BUILDING IN SAN ANGELO
 CB0880'TO FENCE LINE, AND MARK AS DESCRIBED.  A BRONZE AZIMUTH DISK.
 CB0880'
 CB0880'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CB0880'AND 87 IN SAN ANGELO, GO NW ON HIGHWAY 87 FOR 0.5 MILE TO W
 CB0880'6TH STREET.  TURN LEFT ON W 6TH STREET (WHICH IS CADDO STREET
 CB0880'AFTER CROSSING CONCHO RIVER) AND GO W FOR 1.45 MILES TO N
 CB0880'VAN BUREN STREET.  TURN RIGHT AND GO N ON N VAN BUREN STREET
 CB0880'FOR 0.5 MILE TO END OF PAVEMENT.  CONTINUE N ON DIRT ROAD FOR
 CB0880'0.3 MILE TO A T-INTERSECTION AT AN OLD DUMP GROUND ON THE LEFT.
 CB0880'TURN LEFT AND GO W ON GRADED DIRT ROAD FOR 0.35 MILE TO THE
 CB0880'HOME OF MR. K.C. KIRBY ON THE RIGHT.  MR. KIRBY WILL FURNISH
 CB0880'THE KEY TO THE LOCKED GATE WHICH IS 0.55 MILE W OF THE
 CB0880'HOUSE.  CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO A BOARD
 CB0880'GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD ALONG FENCE
 CB0880'LINE FOR 0.15 MILE.  TURN SHARP LEFT AND FOLLOW DIM TRACK
 CB0880'ROAD IN A S DIRECTION FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 CB0880'
 CB0880'A 37-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 CB0880'
 CB0880'HEIGHT OF LIGHT ABOVE STATION MARK-14 METERS.
 CB0880
 CB0880                          STATION RECOVERY (1956)
 CB0880
 CB0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CB0880'STATION IS LOCATED IN THE WESTERN PART OF SAN ANGELO, IN A NEW
 CB0880'SUB DIVISION, NORTH OF THE JUNCTION OF U.S. HWY. 67 AND STATE
 CB0880'HWY. 853 AND 165 FEET EAST OF THE INTERSECTION OF LINDELL
 CB0880'AVENUE AND GUTHRIE STREET.
 CB0880'
 CB0880'STATION MARK IS A STANDARD DISK IN CONCRETE POST, STAMPED ADAMS
 CB0880'1943.
 CB0880'
 CB0880'REFERENCE MARKS RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 CB0880'
 CB0880'AZIMUTH MARK WAS NOT RECOVERED, BELIEVED DESTROYED BY CONSTRUCTION
 CB0880'CREWS.
 CB0880
 CB0880                          STATION RECOVERY (1958)
 CB0880
 CB0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CB0880'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 CB0880'CONDITION.  THE SITE OF REFERENCE MARK NO. 2 IS NOW APPROXIMATELY
 CB0880'OVER A SEWER LINE ALONG AN ALLEY AND THE MARK WAS NOT RECOVERED.
 CB0880'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED, AND THE
 CB0880'SITE IS NOW LONGER VISIBLE FROM THE STATION.
 CB0880'
 CB0880'THE STATION IS NOW IN A HOUSING DEVELOPEMENT AREA, ABOUT 1/4
 CB0880'MILE EAST OF THE SOUTHWEST END OF THE SAN ANGELO RESERVOIR
 CB0880'DAM AND 1/4 MILE NORTH, NORTHEAST OF A LARGE WATER TANK, 65
 CB0880'YARDS SOUTH OF THE CENTERLINE OF LINDELL AVE. AND 47 YARDS
 CB0880'SOUTH OF THE CENTERLINE OF GUTHRIE STREET IN AN OPEN LOT.
 CB0880'THE MARK PROJECTS ABOUT 8 INCHES.
 CB0880'
 CB0880'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, 14 YARDS
 CB0880'SOUTH OF THE CENTERLINE OF LINDELL AND 28 YARDS EAST OF THE
 CB0880'CENTERLINE OF GUTHRIE AND PROJECTS ABOUT 6 INCHES.
 CB0880'
 CB0880'THIS STATION HAS BEEN REPORTED TO HAVE BEEN MOVED WHICH IS IN
 CB0880'ERROR AS NO EVIDENCE OF ANY DISTURBANCE WAS FOUND.
 CB0880
 CB0880                          STATION RECOVERY (1981)
 CB0880
 CB0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CB0880'THE STATION, REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK WERE
 CB0880'NOT RECOVERED.  THIS AREA IS NOW A SUB-DIVISION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1151 ***********************************************************************
 CR1151  DESIGNATION -  ADAMS
 CR1151  PID         -  CR1151
 CR1151  STATE/COUNTY-  TX/PANOLA
 CR1151  USGS QUAD   -  FAIR PLAY (1983)
 CR1151
 CR1151                         *CURRENT SURVEY CONTROL
 CR1151  ___________________________________________________________________
 CR1151* NAD 83(1993)-  32 12 09.43890(N)    094 32 06.88224(W)     ADJUSTED  
 CR1151* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 CR1151  ___________________________________________________________________
 CR1151  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CR1151  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR1151
 CR1151  HORZ ORDER  -  SECOND
 CR1151
 CR1151.The horizontal coordinates were established by classical geodetic methods
 CR1151.and adjusted by the National Geodetic Survey in February 1996..
 CR1151
 CR1151.The orthometric height was scaled from a topographic map.
 CR1151
 CR1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1151
 CR1151.The geoid height was determined by GEOID03.
 CR1151
 CR1151;                    North         East     Units Scale Factor Converg.
 CR1151;SPC TXNC     - 2,066,486.572   973,720.281   MT  0.99998153   +2 09 44.5
 CR1151;SPC TXNC     - 6,779,798.03  3,194,613.96   sFT  0.99998153   +2 09 44.5
 CR1151;UTM  15      - 3,563,928.436   355,300.168   MT  0.99985821   -0 49 05.9
 CR1151
 CR1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1151!SPC TXNC     -   0.99998122  x   0.99998153  =   0.99996275
 CR1151!UTM  15      -   0.99998122  x   0.99985821  =   0.99983943
 CR1151
 CR1151|---------------------------------------------------------------------|
 CR1151| PID    Reference Object                     Distance      Geod. Az  |
 CR1151|                                                           dddmmss.s |
 CR1151| CX4885 ADAMS RM 1                           13.890 METERS 06001     |
 CR1151| CX4884 ADAMS AZ MK                                        1845632.3 |
 CR1151| CX4886 ADAMS RM 2                            8.957 METERS 28136     |
 CR1151|---------------------------------------------------------------------|
 CR1151
 CR1151                          SUPERSEDED SURVEY CONTROL
 CR1151
 CR1151  NAD 83(1986)-  32 12 09.44794(N)    094 32 06.87156(W) AD(       ) 2
 CR1151  NAD 27      -  32 12 08.87700(N)    094 32 06.13550(W) AD(       ) 2
 CR1151
 CR1151.Superseded values are not recommended for survey control.
 CR1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1151.See file dsdata.txt to determine how the superseded data were derived.
 CR1151
 CR1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR5530063928(NAD 83)
 CR1151_MARKER: DS = TRIANGULATION STATION DISK
 CR1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1151
 CR1151  HISTORY     - Date     Condition        Report By
 CR1151  HISTORY     - 1958     MONUMENTED       CGS
 CR1151
 CR1151                          STATION DESCRIPTION
 CR1151
 CR1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1151'THE STATION IS LOCATED NEAR THE EAST EDGE OF A FLAT TOPPED
 CR1151'HILL, ABOUT 5 MILES AIRLINE SOUTHWEST OF BECKVILLE AND 12 MILES
 CR1151'AIRLINE WEST-NORTHWEST OF CARTHAGE.  THE MARK IS 43 FEET
 CR1151'NORTH OF THE CENTER OF A TRACK ROAD, 15 FEET NORTHWEST OF
 CR1151'A 24-INCH OAK TREE AND 5 FEET SOUTH OF A WITNESS POST.  THE
 CR1151'MARK PROJECTS 4 INCHES AND IS STAMPED ADAMS 1958.
 CR1151'
 CR1151'REFERENCE MARK NO. 1 IS 48 FEET NORTH OF THE 24-INCH TREE.
 CR1151'THE MARK IS SET FLUSH WITH THE GROUND IN OUTCROPPING BEDROCK.
 CR1151'IT IS STAMPED ADAMS NO 1 1958.
 CR1151'
 CR1151'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE 24-INCH TREE AND
 CR1151'29 FEET WEST-SOUTHWEST OF A WITNESS POST.  THE MARK IS SET
 CR1151'FLUSH WITH THE GROUND IN OUTCROPPING BEDROCK.  IT IS STAMPED
 CR1151'ADAMS NO 2 1958.
 CR1151'
 CR1151'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 CR1151'NO. 2 IS 70.2 FEET.
 CR1151'
 CR1151'THE AZIMUTH MARK IS 55 FEET NORTHWEST OF A T INTERSECTION,
 CR1151'22 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE LINE
 CR1151'AND 1 FOOT NORTH OF A WITNESS POST.  THE MARK PROJECTS 3
 CR1151'INCHES AND IS STAMPED ADAMS 1958.
 CR1151'
 CR1151'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE CARTHAGE
 CR1151'CITY SQUARE, GO WEST ON U.S. HIGHWAY 79 FOR 14.2 MILES TO A
 CR1151'CROSSROAD AT THE PANOLA AND RUSK COUNTY LINE.  TURN RIGHT
 CR1151'ON THE GRAVELED ROAD AND GO 2.6 MILES TO A CROSSROAD, TURN
 CR1151'RIGHT AND GO 1.1 MILES TO A FORKS, TAKE THE LEFT FORK AND
 CR1151'GO 0.9 MILE TO A REVERSE Y, CONTINUE STRAIGHT AHEAD FOR 1.15
 CR1151'MILE TO A T ROAD LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 CR1151'TURN LEFT AND GO 0.25 MILE TO A FARM ROAD RIGHT AND A GATE.
 CR1151'TURN RIGHT THROUGH GATE AND GO ABOUT 0.05 MILE TO A TRACK
 CR1151'ROAD LEFT.  TURN LEFT AND GO UP A SHORT STEEP GRADE TO THE
 CR1151'TOP OF THE HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1165 ***********************************************************************
 DN1165  DESIGNATION -  ADAMS
 DN1165  PID         -  DN1165
 DN1165  STATE/COUNTY-  TX/COLLIN
 DN1165  USGS QUAD   -  FRISCO (1981)
 DN1165
 DN1165                         *CURRENT SURVEY CONTROL
 DN1165  ___________________________________________________________________
 DN1165* NAD 83(1993)-  33 10 35.76506(N)    096 46 10.82919(W)     ADJUSTED  
 DN1165* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 DN1165  ___________________________________________________________________
 DN1165  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 DN1165  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DN1165
 DN1165  HORZ ORDER  -  FIRST
 DN1165
 DN1165.The horizontal coordinates were established by classical geodetic methods
 DN1165.and adjusted by the National Geodetic Survey in February 1996..
 DN1165
 DN1165.The orthometric height was scaled from a topographic map.
 DN1165
 DN1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1165
 DN1165.The geoid height was determined by GEOID03.
 DN1165
 DN1165;                    North         East     Units Scale Factor Converg.
 DN1165;SPC TXNC     - 2,168,765.426   761,354.067   MT  0.99987499   +0 56 37.4
 DN1165;SPC TXNC     - 7,115,357.90  2,497,875.80   sFT  0.99987499   +0 56 37.4
 DN1165;UTM  14      - 3,673,080.795   707,952.858   MT  1.00013321   +1 13 15.3
 DN1165
 DN1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1165!SPC TXNC     -   0.99996608  x   0.99987499  =   0.99984107
 DN1165!UTM  14      -   0.99996608  x   1.00013321  =   1.00009928
 DN1165
 DN1165:                Primary Azimuth Mark                     Grid Az
 DN1165:SPC TXNC     -  VAN ALSTYNE MUNICIPAL TANK               032 20 26.0
 DN1165:UTM  14      -  VAN ALSTYNE MUNICIPAL TANK               032 03 48.1
 DN1165
 DN1165|---------------------------------------------------------------------|
 DN1165| PID    Reference Object                     Distance      Geod. Az  |
 DN1165|                                                           dddmmss.s |
 DN1165| DN1133 VAN ALSTYNE MUNICIPAL TANK          APPROX.32.7 KM 0331703.4 |
 DN1165| CX9065 ADAMS RM 1                           27.984 METERS 08653     |
 DN1165| CX9063 ADAMS AZ MK                                        1681748.7 |
 DN1165| CX9064 ADAMS AZ MK 2                                      1701155.0 |
 DN1165| CX9066 ADAMS RM 2                           42.209 METERS 21058     |
 DN1165| DN1163 FRISCO MUNICIPAL TANK               APPROX. 5.7 KM 2382429.5 |
 DN1165| DN1177 CELINA MUNICIPAL TANK               APPROX.16.1 KM 3550608.4 |
 DN1165|---------------------------------------------------------------------|
 DN1165
 DN1165                          SUPERSEDED SURVEY CONTROL
 DN1165
 DN1165  NAD 83(1993)-  33 10 35.76696(N)    096 46 10.82328(W) AD(       ) 1
 DN1165  NAD 83(1986)-  33 10 35.77124(N)    096 46 10.81565(W) AD(       ) 1
 DN1165  NAD 27      -  33 10 35.35000(N)    096 46 09.82200(W) AD(       ) 1
 DN1165
 DN1165.Superseded values are not recommended for survey control.
 DN1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1165.See file dsdata.txt to determine how the superseded data were derived.
 DN1165
 DN1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0795373081(NAD 83)
 DN1165_MARKER: DS = TRIANGULATION STATION DISK
 DN1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1165
 DN1165  HISTORY     - Date     Condition        Report By
 DN1165  HISTORY     - 1935     MONUMENTED       CGS
 DN1165  HISTORY     - 1937     GOOD             TXHD
 DN1165  HISTORY     - 1938     GOOD             TXGS
 DN1165  HISTORY     - 1949     GOOD             CGS
 DN1165  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN1165
 DN1165                          STATION DESCRIPTION
 DN1165
 DN1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1165'STATION IS ABOUT 9 MILES WSW OF MC KINNEY, ABOUT 4-3/4 MILES
 DN1165'SSE OF PROSPER, ABOUT 4 MILES ENE OF FRISCO, ON FARM OWNED
 DN1165'BY THE ADAMS ESTATE, (MRS. QUINTELLA ALEXANDER, WHO LIVES
 DN1165'THERE, ADMINISTRATOR), ON THE N SIDE, NEAR THE NW CORNER
 DN1165'OF THE MEADOW WHICH IS JUST E OF THE HOUSE AND YARD, 1 FOOT
 DN1165'S OF THE N MEADOW FENCE, 75 FEET E OF THE NW CORNER POST
 DN1165'OF THE MEADOW FENCE, 43 FEET E OF THE NE CORNER OF THE GARAGE
 DN1165'THAT STANDS IN NW CORNER OF THE MEADOW, 138 FEET ENE OF NE
 DN1165'CORNER OF THE HOUSE, 34 FEET W OF A 10-INCH HACKBERRY TREE
 DN1165'THAT STANDS ON THE N MEADOW FENCE LINE.  THE MARK IS FLUSH
 DN1165'WITH THE SURFACE.
 DN1165'
 DN1165'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1165'BRONZE DISKS SET IN CONCRETE.
 DN1165'
 DN1165'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT S OF THE
 DN1165'N MEADOW FENCE, 11 FEET W OF A 12-INCH HACKBERRY TREE.  IT
 DN1165'IS FLUSH WITH THE SURFACE.
 DN1165'
 DN1165'REFERENCE MARK NO.2 IS SW OF THE STATION, 1 FOOT E OF THE
 DN1165'E (FRONT) YARD FENCE, 57 FEET SE OF SE CORNER OF THE HOUSE,
 DN1165'21 FEET N OF SE CORNER POST OF YARD FENCE, AND IS FLUSH
 DN1165'WITH THE SURFACE.
 DN1165'
 DN1165'AZIMUTH MARK IS SSE OF THE STATION, 24 FEET W OF THE CENTER
 DN1165'LINE OF N-S GRAVEL ROAD, ON RIGHT-OF-WAY FENCE LINE, ABOUT
 DN1165'150 FEET SSW OF A SMALL WOODEN BRIDGE ACROSS THE GUTTER
 DN1165'ON E SIDE OF THE ROAD.  IT PROJECTS 2 INCHES.
 DN1165'
 DN1165'TO REACH FROM THE RAILROAD CROSSING ON STATE HIGHWAY 24
 DN1165'IN FRISCO, GO E ON STATE HIGHWAY 24, 3.65 MILES TO A GRAVEL
 DN1165'T-ROAD LEADING N.  THENCE N ON GRAVEL ROAD 1.5 MILES TO A
 DN1165'CROSSROADS WHERE THE GRAVEL ROAD TURNS E.  CONTINUE N ON
 DN1165'DIRT ROAD 0.15 MILE TO FARM ENTRANCE ON W SIDE OF ROAD.
 DN1165'THENCE W 0.1 MILE ACROSS MEADOW TO THE NW CORNER OF MEADOW
 DN1165'AND THE STATION.
 DN1165'
 DN1165'ALL LIGHTS ARE VISIBLE FROM GROUND EXCEPT STATION POE WHICH
 DN1165'COMES INTO VIEW AT 20 FEET.
 DN1165'
 DN1165'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 DN1165
 DN1165                          STATION RECOVERY (1937)
 DN1165
 DN1165'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1165'STATION RECOVERED IN GOOD CONDITION.  NO ATTEMPT MADE TO
 DN1165'RECOVER REFERENCE MARKS.
 DN1165
 DN1165                          STATION RECOVERY (1938)
 DN1165
 DN1165'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN1165'STATION RECOVERED IN GOOD CONDITION.
 DN1165
 DN1165                          STATION RECOVERY (1949)
 DN1165
 DN1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CL)
 DN1165'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1935.
 DN1165'ALL MARKS WERE FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH
 DN1165'MARK, WHICH HAS BEEN DESTROYED.  A NEW MARK WAS SET TO TAKE
 DN1165'ITS PLACE.  DISTANCES TO REFERENCE MARKS WERE CHECKED AND
 DN1165'FOUND TO BE CORRECT.  THE 1935 DESCRIPTION IS ADEQUATE.
 DN1165'
 DN1165'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTERLINE OF THE
 DN1165'NORTH-SOUTH ROAD, 2 FEET NORTH OF A WITNESS POST, AND 1 FOOT
 DN1165'EAST OF A FENCELINE.  THE DISK IS STAMPED ADAMS 1949 AND
 DN1165'PROJECTS 6 INCHES.
 DN1165'
 DN1165'A 100 FOOT SIGNAL AT NEWSOME 1935 IS VISIBLE AT 37 FEET.
 DN1165'
 DN1165'A 74 FOOT SIGNAL AT GUMBO IS VISIBLE FROM THE GROUND.
 DN1165'
 DN1165'A 4 FOOT SIGNAL AT FOOT IS VISIBLE AT 37 FEET.
 DN1165'
 DN1165'A 12 FOOT SIGNAL AT FRISCO IS VISIBLE AT 37 FEET.
 DN1165'
 DN1165'A 100 FOOT SIGNAL AT POE 1935 IS VISIBLE AT 37 FEET.
 DN1165
 DN1165                          STATION RECOVERY (1994)
 DN1165
 DN1165'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6903 ***********************************************************************
 AW6903  DESIGNATION -  ADDICKS
 AW6903  PID         -  AW6903
 AW6903  STATE/COUNTY-  TX/HARRIS
 AW6903  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW6903
 AW6903                         *CURRENT SURVEY CONTROL
 AW6903  ___________________________________________________________________
 AW6903* NAD 83(1993)-  29 47 04.68911(N)    095 37 01.99849(W)     ADJUSTED  
 AW6903* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 AW6903  ___________________________________________________________________
 AW6903  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6903  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW6903
 AW6903  HORZ ORDER  -  SECOND
 AW6903
 AW6903.The horizontal coordinates were established by classical geodetic methods
 AW6903.and adjusted by the National Geodetic Survey in February 1996..
 AW6903
 AW6903.The orthometric height was scaled from a topographic map.
 AW6903
 AW6903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6903
 AW6903.The geoid height was determined by GEOID03.
 AW6903
 AW6903;                    North         East     Units Scale Factor Converg.
 AW6903;SPC TXSC     - 4,220,987.624   927,013.842   MT  0.99989394   +1 39 26.2
 AW6903;SPC TXSC     -13,848,356.90  3,041,377.91   sFT  0.99989394   +1 39 26.2
 AW6903;UTM  15      - 3,297,793.441   246,986.863   MT  1.00038991   -1 18 02.8
 AW6903
 AW6903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6903!SPC TXSC     -   1.00000009  x   0.99989394  =   0.99989403
 AW6903!UTM  15      -   1.00000009  x   1.00038991  =   1.00039000
 AW6903
 AW6903:                Primary Azimuth Mark                     Grid Az
 AW6903:SPC TXSC     -  ADDICKS AZ MK                            358 48 55.6
 AW6903:UTM  15      -  ADDICKS AZ MK                            001 46 24.6
 AW6903
 AW6903|---------------------------------------------------------------------|
 AW6903| PID    Reference Object                     Distance      Geod. Az  |
 AW6903|                                                           dddmmss.s |
 AW6903| AW4514 ADDICKS AZ MK                       APPROX. 0.7 KM 0002821.8 |
 AW6903| AW6891 SATSUMA HUMBLE PIPELINE TANK        APPROX.13.7 KM 0034855.3 |
 AW6903| AW6892 SOUTHWESTERN BELL TEL CO MAST       APPROX.10.7 KM 0095950.8 |
 AW6903| AW6905 BL 183 USE 1952                      11.031 METERS 02242     |
 AW6903| AW6752 HOUSTON RAD STA KLEE N MAST         APPROX.23.7 KM 0505251.5 |
 AW6903| AW4511 ADDICKS 2                            46.371 METERS 19543     |
 AW6903| CV5925 ADDICKS RM 1                         27.443 METERS 26514     |
 AW6903| AW6893 SATSUMA HUMBLE PIPELINE MAST        APPROX.14.1 KM 3595214.1 |
 AW6903|---------------------------------------------------------------------|
 AW6903
 AW6903                          SUPERSEDED SURVEY CONTROL
 AW6903
 AW6903  NAD 83(1986)-  29 47 04.70370(N)    095 37 01.98027(W) AD(       ) 2
 AW6903  NAD 27      -  29 47 03.88072(N)    095 37 01.17927(W) AD(       ) 2
 AW6903
 AW6903.Superseded values are not recommended for survey control.
 AW6903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6903.See file dsdata.txt to determine how the superseded data were derived.
 AW6903
 AW6903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4698797793(NAD 83)
 AW6903_MARKER: DS = TRIANGULATION STATION DISK
 AW6903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6903
 AW6903  HISTORY     - Date     Condition        Report By
 AW6903  HISTORY     - 1952     MONUMENTED       CGS
 AW6903  HISTORY     - 1954     SEE DESCRIPTION  CGS
 AW6903  HISTORY     - 19931112 MARK NOT FOUND   USPSQD
 AW6903
 AW6903                          STATION DESCRIPTION
 AW6903
 AW6903'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6903'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY
 AW6903'NO. 90, ABOUT 15.0 MILES WEST OF HOUSTON, 12.5 MILES EAST
 AW6903'OF KATY, 1.5 MILES EAST OF ADDICKS AND 0.4 MILE SOUTH OF
 AW6903'THE ADDICKS RESERVOIR.  IT IS 86.0 FEET SOUTH OF THE CENTER
 AW6903'OF U.S. HIGHWAY NO. 90, 64.0 FEET SOUTHWEST OF A POWERLINE
 AW6903'BRACE POLE, 16.0 FEET WEST-NORTHWEST OF A FENCE CORNER AND
 AW6903'2.0 FEET NORTH OF A WITNESS POST.  IT PROJECTS 6 INCHES
 AW6903'AND IS STAMPED ADDICKS 1952.
 AW6903'
 AW6903'REFERENCE MARK NO. 1 IS LOCATED NEAR THE NORTH EDGE OF A
 AW6903'CUT BANK ABOUT 2.0 FEET ABOVE THE ELEVATION OF THE STATION.
 AW6903'IT IS 92.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 90
 AW6903'AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS
 AW6903'STAMPED ADDICKS NO 1 1952.
 AW6903'
 AW6903'R.M. NO. 2 (BL 183 (USE)) IS 53.0 FEET SOUTH OF THE CENTER
 AW6903'OF U.S. HIGHWAY NO. 90, 33.0 FEET WEST-SOUTHWEST OF A POWERLINE
 AW6903'BRACE POLE, 3.0 FEET WEST OF A FENCE CORNER AND 2.5 FEET NORTH OF
 AW6903'A WITNESS POST.  IT IS A STANDARD U.S.E.D. BENCH MARK DISK
 AW6903'SET IN THE TOP OF A 6 INCH CYLINDRICAL CONCRETE POST PROJECTING
 AW6903'5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED BL
 AW6903'183.  (NO NOTE).
 AW6903'
 AW6903'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW6903'NO. 2 (BL 183 (USE)) IS 111.45 FEET.
 AW6903'
 AW6903'THE AZIMUTH MARK IS LOCATED ON THE TOP OF THE ADDICKS RESERVOIR
 AW6903'DAM ABOUT 0.4 MILE NORTH OF THE STATION.  IT IS 30.0 FEET EAST
 AW6903'OF THE CENTER OF ADDICKS F DA ROAD, 15.5 FEET EAST OF A GUARD
 AW6903'RAIL, 14.0 FEET SOUTH OF THE CENTER OF A GATE AND OILED ROAD
 AW6903'ALONG THE TOP OF THE FILL AND 1.0 FOOT WEST OF THE WEST GATE
 AW6903'POST.  IT PROJECTS 3 INCHES AND IS STAMPED ADDICKS 1952.
 AW6903'
 AW6903'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE
 AW6903'OF ADDICKS, GO EAST ON U.S. HIGHWAY NO. 90 FOR 1.5 MILES TO A
 AW6903'T ROAD LEFT AT A LARGE SIGN ADDICKS DAM AND RESERVOIR AND
 AW6903'THE STATION ON THE RIGHT AS DESCRIBED.
 AW6903'
 AW6903'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 AW6903'ADDICKS F DA ROAD FOR 0.4 MILE TO THE TOP OF THE DAM AND THE
 AW6903'AZIMUTH MARK AS DESCRIBED.
 AW6903'
 AW6903'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 AW6903
 AW6903                          STATION RECOVERY (1954)
 AW6903
 AW6903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AW6903'THE STATION WAS RECOVERED AS DESCRIBED BUT THE STATION MARK
 AW6903'AND REFERNCE MARKS WERE IN THE WAY OF NEW CONSTRUCTION OF U.S.
 AW6903'HIGHWAY 90.  A NEW STATION MARK AND TWO NEW REFERENCE MARKS
 AW6903'HAVE BEEN ESTABLISHED ABOUT 150 FEET SOUTH OF THE ORIGINAL
 AW6903'POINT.  THE STATION MARK AND REFERENCE MARK NO. 1 HAVE BEEN
 AW6903'DESTROYED AND THE U.S. ENGINEERS MARK WHICH WAS USED AS
 AW6903'REFERENCE MARK NO. 2 WILL EITHER BE MOVED OR DESTROYED
 AW6903'WHEN THE NEW CONSTRUCTION BEGINS.  THE AZIMUTH MARK IS IN
 AW6903'GOOD CONDITION AND IT WAS USED AS THE AZIMUTH MARK FOR THE
 AW6903'NEW STATION.  THE NEW STATION IS STAMPED ADDICKS 2 1954 AND
 AW6903'A COMPLETE NEW TRIANGULATION STATION DESCRIPTION HAS BEEN
 AW6903'WRITTEN.
 AW6903
 AW6903                          STATION RECOVERY (1993)
 AW6903
 AW6903'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0283 ***********************************************************************
 AW0283  DESIGNATION -  ADDICKS 1795
 AW0283  PID         -  AW0283
 AW0283  STATE/COUNTY-  TX/HARRIS
 AW0283  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0283
 AW0283                         *CURRENT SURVEY CONTROL
 AW0283  ___________________________________________________________________
 AW0283* NAD 83(1986)-  29 47 29.     (N)    095 35 08.     (W)     SCALED    
 AW0283* NAVD 88     -        28.937  (meters)      94.94   (feet)  ADJUSTED  
 AW0283  ___________________________________________________________________
 AW0283  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW0283  DYNAMIC HT  -          28.897 (meters)      94.81  (feet)  COMP
 AW0283  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AW0283
 AW0283  VERT ORDER  -  FIRST     CLASS I
 AW0283
 AW0283.The horizontal coordinates were scaled from a topographic map and have
 AW0283.an estimated accuracy of +/- 6 seconds.
 AW0283
 AW0283.The orthometric height was determined by differential leveling
 AW0283.and adjusted by the National Geodetic Survey in June 1991..
 AW0283
 AW0283.The geoid height was determined by GEOID03.
 AW0283
 AW0283.The dynamic height is computed by dividing the NAVD 88
 AW0283.geopotential number by the normal gravity value computed on the
 AW0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0283.degrees latitude (g = 980.6199 gals.).
 AW0283
 AW0283.The modeled gravity was interpolated from observed gravity values.
 AW0283
 AW0283;                    North         East    Units  Estimated Accuracy
 AW0283;SPC TXSC     - 4,221,830.      930,050.      MT  (+/- 180 meters Scaled)
 AW0283
 AW0283                          SUPERSEDED SURVEY CONTROL
 AW0283
 AW0283  NGVD 29 (12/23/87)   28.930  (m)           94.91   (f) ADJUSTED    1 1
 AW0283
 AW0283.Superseded values are not recommended for survey control.
 AW0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0283.See file dsdata.txt to determine how the superseded data were derived.
 AW0283
 AW0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN500984(NAD 83)
 AW0283_MARKER: Z = SEE DESCRIPTION
 AW0283_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW0283_SP_SET: GALVANIZED STEEL PIPE
 AW0283_MARK LOGO: NONE  
 AW0283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0283+STABILITY: POSITION/ELEVATION WELL
 AW0283
 AW0283  HISTORY     - Date     Condition        Report By
 AW0283  HISTORY     - UNK      MONUMENTED       USGS
 AW0283  HISTORY     - 1976     GOOD             NGS
 AW0283  HISTORY     - 1978     GOOD             NGS
 AW0283  HISTORY     - 1986     GOOD             NGS
 AW0283  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0283
 AW0283                          STATION DESCRIPTION
 AW0283
 AW0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW0283'3.8 MI EAST FROM ADDICKS.
 AW0283'3.45 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0283'RAILROAD OVERPASS OVER STATE HIGHWAY 6, THENCE 0.3 MILE NORTH ALONG A
 AW0283'PAVED ROAD TO CITY OF HOUSTON WATERWORKS, 100 YARDS NE OF BM T 1226.
 AW0283'POINT HELD WAS BETWEEN 2 FILE MARKS ON TOP OF A 2-INCH PIPE THAT IS
 AW0283'PROTECTED BY 6-INCH PIPE AND INSIDE A SMALL METAL BUILDING AND
 AW0283'MAINTAINED AND PROTECTED BY USGS.
 AW0283
 AW0283                          STATION RECOVERY (1978)
 AW0283
 AW0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0283'RECOVERED IN GOOD CONDITION.
 AW0283
 AW0283                          STATION RECOVERY (1986)
 AW0283
 AW0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0283'RECOVERED IN GOOD CONDITION.
 AW0283
 AW0283                          STATION RECOVERY (1989)
 AW0283
 AW0283'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6426 ***********************************************************************
 AJ6426  DESIGNATION -  ADDICKS 1795 CORS ARP
 AJ6426  PID         -  AJ6426
 AJ6426  STATE/COUNTY-  TX/HARRIS
 AJ6426  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AJ6426
 AJ6426                         *CURRENT SURVEY CONTROL
 AJ6426  ___________________________________________________________________
 AJ6426* NAD 83(1993)-  29 47 27.47147(N)    095 35 11.04301(W)     ADJUSTED  
 AJ6426* NAVD 88     -        31.50   (meters)     103.3    (feet)  LEVELING  
 AJ6426  ___________________________________________________________________
 AJ6426  X           -    -539,282.056 (meters)                     COMP
 AJ6426  Y           -  -5,513,498.309 (meters)                     COMP
 AJ6426  Z           -   3,150,287.363 (meters)                     COMP
 AJ6426  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AJ6426  ELLIP HEIGHT-           4.11  (meters)          (12/03/01) GPS OBS
 AJ6426  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AJ6426
 AJ6426  HORZ ORDER  -  B
 AJ6426  VERT ORDER  -  THIRD ?
 AJ6426  ELLP ORDER  -  FOURTH    CLASS II
 AJ6426
 AJ6426.The horizontal coordinates were established by GPS observations
 AJ6426.and adjusted by the National Geodetic Survey in December 2001..
 AJ6426
 AJ6426.The orthometric height was determined by differential leveling.
 AJ6426.The vertical network tie was performed by a horz. field party for horz.
 AJ6426.obs reductions. Reset procedures were used to establish the elevation.
 AJ6426
 AJ6426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6426
 AJ6426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6426
 AJ6426.The ellipsoidal height was determined by GPS observations
 AJ6426.and is referenced to NAD 83.
 AJ6426
 AJ6426.The geoid height was determined by GEOID03.
 AJ6426
 AJ6426;                    North         East     Units Scale Factor Converg.
 AJ6426;SPC TXSC     - 4,221,775.324   929,971.998   MT  0.99989481   +1 40 20.5
 AJ6426;SPC TXSC     -13,850,941.21  3,051,083.13   sFT  0.99989481   +1 40 20.5
 AJ6426;UTM  15      - 3,298,427.744   249,983.183   MT  1.00037131   -1 17 08.5
 AJ6426
 AJ6426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6426!SPC TXSC     -   0.99999935  x   0.99989481  =   0.99989416
 AJ6426!UTM  15      -   0.99999935  x   1.00037131  =   1.00037066
 AJ6426
 AJ6426|---------------------------------------------------------------------|
 AJ6426| PID    Reference Object                     Distance      Geod. Az  |
 AJ6426|                                                           dddmmss.s |
 AJ6426| AJ6413 PAM 5 ARP                            55.060 METERS 06119     |
 AJ6426| AJ6409 HGCSD 26 RESET                        6.859 METERS 23427     |
 AJ6426|---------------------------------------------------------------------|
 AJ6426
 AJ6426                          SUPERSEDED SURVEY CONTROL
 AJ6426
 AJ6426.No superseded survey control is available for this station.
 AJ6426
 AJ6426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4998398428(NAD 83)
 AJ6426_MARKER: Z = SEE DESCRIPTION
 AJ6426_SETTING: 0 = UNSPECIFIED SETTING
 AJ6426_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6426+STABILITY: POSITION/ELEVATION WELL
 AJ6426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6426+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ6426
 AJ6426  HISTORY     - Date     Condition        Report By
 AJ6426  HISTORY     - 1998     MONUMENTED       HGCSD
 AJ6426
 AJ6426                          STATION DESCRIPTION
 AJ6426
 AJ6426'DESCRIBED BY HARRIS-GALV CO DIST 1998
 AJ6426'THE STATION IS THE ARP OF A TRIMBLE 4000ST/SST ANTENNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5999 ***********************************************************************
 DE5999  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE5999  DESIGNATION -  ADDICKS 1795 CORS ARP
 DE5999  CORS_ID     -  ADKS
 DE5999  PID         -  DE5999
 DE5999  STATE/COUNTY-  TX/HARRIS
 DE5999  USGS QUAD   -  HEDWIG VILLAGE (1982)
 DE5999
 DE5999                         *CURRENT SURVEY CONTROL
 DE5999  ___________________________________________________________________
 DE5999* NAD 83(CORS)-  29 47 27.47185(N)    095 35 11.04262(W)     ADJUSTED  
 DE5999* NAVD 88     -                                                        
 DE5999  ___________________________________________________________________
 DE5999  EPOCH DATE  -        2002.00
 DE5999  X           -    -539,282.042 (meters)                     COMP
 DE5999  Y           -  -5,513,498.278 (meters)                     COMP
 DE5999  Z           -   3,150,287.358 (meters)                     COMP
 DE5999  ELLIP HEIGHT-           4.08  (meters)          (07/??/02) GPS OBS
 DE5999  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DE5999
 DE5999  HORZ ORDER  -  SPECIAL (CORS)
 DE5999  ELLP ORDER  -  SPECIAL (CORS)
 DE5999
 DE5999.ITRF positions are available for this station.
 DE5999.The coordinates were established by GPS observations
 DE5999.and adjusted by the National Geodetic Survey in July 2002..
 DE5999.The coordinates are valid at the epoch date displayed above.
 DE5999.The epoch date for horizontal control is a decimal equivalence
 DE5999.of Year/Month/Day.
 DE5999
 DE5999
 DE5999.The PID for the CORS L1 Phase Center is DE6000.
 DE5999
 DE5999.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE5999
 DE5999.The ellipsoidal height was determined by GPS observations
 DE5999.and is referenced to NAD 83.
 DE5999
 DE5999.The geoid height was determined by GEOID03.
 DE5999
 DE5999;                    North         East     Units Scale Factor Converg.
 DE5999;SPC TXSC     - 4,221,775.336   929,972.008   MT  0.99989481   +1 40 20.5
 DE5999;SPC TXSC     -13,850,941.25  3,051,083.16   sFT  0.99989481   +1 40 20.5
 DE5999
 DE5999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5999!SPC TXSC     -   0.99999936  x   0.99989481  =   0.99989417
 DE5999
 DE5999                          SUPERSEDED SURVEY CONTROL
 DE5999
 DE5999  NAD 83(CORS)-  29 47 27.49056(N)    095 35 11.06804(W) AD(2002.00) c
 DE5999  ELLIP H (07/??/02)    2.77   (m)                       GP(2002.00) c c
 DE5999
 DE5999.Superseded values are not recommended for survey control.
 DE5999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5999.See file dsdata.txt to determine how the superseded data were derived.
 DE5999
 DE5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4998398428(NAD 83)
 DE5999_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE5999
 DE5999                          STATION DESCRIPTION
 DE5999
 DE5999'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE5999'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE5999'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE5999'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE5999'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE5999'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9862 ***********************************************************************
 AA9862  DESIGNATION -  ADDICKS 1795 CORS L1 PHS CTR
 AA9862  PID         -  AA9862
 AA9862  STATE/COUNTY-  TX/HARRIS
 AA9862  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AA9862
 AA9862                         *CURRENT SURVEY CONTROL
 AA9862  ___________________________________________________________________
 AA9862* NAD 83(1993)-  29 47 27.47126(N)    095 35 11.04175(W)     ADJUSTED  
 AA9862* NAVD 88     -        31.57   (meters)     103.6    (feet)  N HEIGHT  
 AA9862  ___________________________________________________________________
 AA9862  X           -    -539,282.030 (meters)                     COMP
 AA9862  Y           -  -5,513,498.393 (meters)                     COMP
 AA9862  Z           -   3,150,287.402 (meters)                     COMP
 AA9862  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AA9862  ELLIP HEIGHT-           4.20  (meters)          (10/23/00) GPS OBS
 AA9862  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AA9862  DYNAMIC HT  -          31.52  (meters)     103.4   (feet)  COMP
 AA9862  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AA9862
 AA9862  HORZ ORDER  -  FIRST
 AA9862  VERT ORDER  -  THIRD
 AA9862  ELLP ORDER  -  FOURTH    CLASS II
 AA9862
 AA9862.The horizontal coordinates were established by GPS observations
 AA9862.and adjusted by the National Geodetic Survey in October 1996..
 AA9862
 AA9862.The orthometric height was determined by differential leveling
 AA9862.and adjusted by the National Geodetic Survey in September 1996..
 AA9862.The height was determined by precise leveling from only one NSRS
 AA9862.bench mark.  This was not adequate "tie leveling" to NSRS and was
 AA9862.allowed ONLY to validate the GPS-derived height.
 AA9862
 AA9862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9862
 AA9862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9862
 AA9862.The ellipsoidal height was determined by GPS observations
 AA9862.and is referenced to NAD 83.
 AA9862
 AA9862.The geoid height was determined by GEOID03.
 AA9862
 AA9862.The dynamic height is computed by dividing the NAVD 88
 AA9862.geopotential number by the normal gravity value computed on the
 AA9862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9862.degrees latitude (g = 980.6199 gals.).
 AA9862
 AA9862.The modeled gravity was interpolated from observed gravity values.
 AA9862
 AA9862;                    North         East     Units Scale Factor Converg.
 AA9862;SPC TXSC     - 4,221,775.318   929,972.032   MT  0.99989481   +1 40 20.5
 AA9862;SPC TXSC     -13,850,941.19  3,051,083.24   sFT  0.99989481   +1 40 20.5
 AA9862;UTM  15      - 3,298,427.737   249,983.216   MT  1.00037131   -1 17 08.5
 AA9862
 AA9862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9862!SPC TXSC     -   0.99999934  x   0.99989481  =   0.99989415
 AA9862!UTM  15      -   0.99999934  x   1.00037131  =   1.00037065
 AA9862
 AA9862|---------------------------------------------------------------------|
 AA9862| PID    Reference Object                     Distance      Geod. Az  |
 AA9862|                                                           dddmmss.s |
 AA9862| AW5604 HGCSD 26                             14.086 METERS 24126     |
 AA9862|---------------------------------------------------------------------|
 AA9862
 AA9862                          SUPERSEDED SURVEY CONTROL
 AA9862
 AA9862  ELLIP H (10/17/96)    4.30   (m)                       GP(       ) 3 1
 AA9862  NAVD 88 (10/17/96)   31.57   (m)          103.6    (f) LEVELING    3  
 AA9862
 AA9862.Superseded values are not recommended for survey control.
 AA9862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9862.See file dsdata.txt to determine how the superseded data were derived.
 AA9862
 AA9862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4998398428(NAD 83)
 AA9862_MARK LOGO: NONE  
 AA9862_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9862+STABILITY: POSITION/ELEVATION WELL
 AA9862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9862+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1998
 AA9862
 AA9862  HISTORY     - Date     Condition        Report By
 AA9862  HISTORY     - 1995     FIRST OBSERVED   HGCSD
 AA9862  HISTORY     - 19941118 GOOD             HGCSD
 AA9862  HISTORY     - 19980118 GOOD             NGS
 AA9862  HISTORY     - 19980119 GOOD             NGS
 AA9862
 AA9862                          STATION DESCRIPTION
 AA9862
 AA9862'DESCRIBED BY HARRIS-GALV CO DIST 1995
 AA9862'FROM THE INTERSECTION OF OLD KATY ROAD AND KIRKWOOD DRIVE, GO EAST ON
 AA9862'OLD KATY ROAD FOR 0.4 KM (0.25 MI) TO A ROAD ON THE LEFT LEADING NORTH
 AA9862'TO THE CITY OF HOUSTON KATY-ADDICKS WATER FACILITY (11150 KATY RD) .
 AA9862'GO NORTH ON ROAD FOR 0.5 KM (0.30 MI) TO THE COMPOUND.  PROCEED
 AA9862'NORTHERLY THROUGH THE COMPOUND TO THE NORTH PERIMETER FENCE AND THE
 AA9862'STATION IN A SHED NORTH OF THE THE TANKS, MARK BEING THE PHASE CENTER
 AA9862'OF THE ANTENNA ON TOP OF THE PIPE WHICH IS USED FOR BENCH MARK ADDICKS
 AA9862'1795 RESET 1991, 2.7 M (8.9 FT) SOUTH OF THE NORTH PERIMETER FENCE,
 AA9862'29.7 M (97.4 FT) WEST OF A UTILITY POLE.  14.2 M (46.6 FT) EAST OF
 AA9862'MONUMENT HGCSD 26, 24.6 M (80.7 FT) NORTHEAST OF THE POINT WHERE THE
 AA9862'NORTH END OF A 36 INCH PIPE ENTERS THE GROUND, 14.9 M (48.9 FT)
 AA9862'NORTHWEST OF A VALVE ON THE NORTH FACE OF A WATER TANK.
 AA9862
 AA9862                          STATION RECOVERY (1994)
 AA9862
 AA9862'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AA9862'6.2 KM (3.85 MI) EAST FROM ADDICKS. 5.6 KM (3.45 MI) EASTERLY ALONG
 AA9862'THE MISSOURI KANSAS TEXAS RAILROAD FROM ITS JUNCTION WITH STATE
 AA9862'HIGHWAY 6 IN ADDICKS, THENCE 0.5 KM (0.3 MI) NORTH ALONG A PAVED ROAD,
 AA9862'THENCE 0.1 KM (0.05 MI) WEST ALONG A CHAIN LINK FENCE, AT THE CITY OF
 AA9862'HOUSTON WATERWORKS (11150 KATY ROAD), THE CENTER OF A 1/16 INCH DRILL
 AA9862'HOLE (PAINTED ORANGE), 1 INCH BELOW THE TOP OF A 2-INCH PIPE
 AA9862'SURROUNDED BY A 6-INCH PIPE INSIDE A SMALL METAL BUILDING MAINTAINED
 AA9862'BY USGS, AND 2.4 M (7.9 FT) SOUTH OF THE FENCE. THIS MARK IS THE PHASE
 AA9862'CENTER OF THE ANTENNA THAT IS ON TOP OF THE PIPE FOR ADDICKS 1795 USGS
 AA9862'1986
 AA9862
 AA9862                          STATION RECOVERY (1998)
 AA9862
 AA9862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA9862'THE STATION IS THE L1 PHASE CENTER OF A TRIMBLE 4000ST/SST ANTENNA,
 AA9862'SERIAL 3305A67493.
 AA9862
 AA9862                          STATION RECOVERY (1998)
 AA9862
 AA9862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA9862'THE STATION IS THE L1 PHASE CENTER OF A TRIMBLE 4000ST/SST ANTENNA,
 AA9862'SERIAL 3305A67493.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6000 ***********************************************************************
 DE6000  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6000  DESIGNATION -  ADDICKS 1795 CORS L1 PHASE CENTER
 DE6000  CORS_ID     -  ADKS
 DE6000  PID         -  DE6000
 DE6000  STATE/COUNTY-  TX/HARRIS
 DE6000  USGS QUAD   -  HEDWIG VILLAGE (1982)
 DE6000
 DE6000                         *CURRENT SURVEY CONTROL
 DE6000  ___________________________________________________________________
 DE6000* NAD 83(CORS)-  29 47 27.47189(N)    095 35 11.04260(W)     ADJUSTED  
 DE6000* NAVD 88     -                                                        
 DE6000  ___________________________________________________________________
 DE6000  EPOCH DATE  -        2002.00
 DE6000  X           -    -539,282.051 (meters)                     COMP
 DE6000  Y           -  -5,513,498.373 (meters)                     COMP
 DE6000  Z           -   3,150,287.414 (meters)                     COMP
 DE6000  ELLIP HEIGHT-           4.19  (meters)          (07/??/02) GPS OBS
 DE6000  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DE6000
 DE6000  HORZ ORDER  -  SPECIAL (CORS)
 DE6000  ELLP ORDER  -  SPECIAL (CORS)
 DE6000
 DE6000.ITRF positions are available for this station.
 DE6000.The coordinates were established by GPS observations
 DE6000.and adjusted by the National Geodetic Survey in July 2002..
 DE6000.The coordinates are valid at the epoch date displayed above.
 DE6000.The epoch date for horizontal control is a decimal equivalence
 DE6000.of Year/Month/Day.
 DE6000
 DE6000
 DE6000.The PID for the CORS ARP is DE5999.
 DE6000
 DE6000.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6000
 DE6000.The ellipsoidal height was determined by GPS observations
 DE6000.and is referenced to NAD 83.
 DE6000
 DE6000.The geoid height was determined by GEOID03.
 DE6000
 DE6000;                    North         East     Units Scale Factor Converg.
 DE6000;SPC TXSC     - 4,221,775.337   929,972.008   MT  0.99989481   +1 40 20.5
 DE6000;SPC TXSC     -13,850,941.25  3,051,083.16   sFT  0.99989481   +1 40 20.5
 DE6000
 DE6000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6000!SPC TXSC     -   0.99999934  x   0.99989481  =   0.99989415
 DE6000
 DE6000                          SUPERSEDED SURVEY CONTROL
 DE6000
 DE6000  NAD 83(CORS)-  29 47 27.49060(N)    095 35 11.06802(W) AD(2002.00) c
 DE6000  ELLIP H (07/??/02)    2.88   (m)                       GP(2002.00) c c
 DE6000
 DE6000.Superseded values are not recommended for survey control.
 DE6000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6000.See file dsdata.txt to determine how the superseded data were derived.
 DE6000
 DE6000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4998398428(NAD 83)
 DE6000_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE6000
 DE6000                          STATION DESCRIPTION
 DE6000
 DE6000'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE6000'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE6000'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE6000'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE6000'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE6000'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4864 ***********************************************************************
 AW4864  DESIGNATION -  ADDICKS 1795 RESET
 AW4864  PID         -  AW4864
 AW4864  STATE/COUNTY-  TX/HARRIS
 AW4864  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4864
 AW4864                         *CURRENT SURVEY CONTROL
 AW4864  ___________________________________________________________________
 AW4864* NAD 83(1986)-  29 47 29.     (N)    095 35 08.     (W)     SCALED    
 AW4864* NAVD 88     -        29.00   (+/-2cm)      95.1    (feet)  VERTCON   
 AW4864  ___________________________________________________________________
 AW4864  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW4864
 AW4864  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4864
 AW4864.The horizontal coordinates were scaled from a topographic map and have
 AW4864.an estimated accuracy of +/- 6 seconds.
 AW4864
 AW4864.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4864.The vertical order pertains to the NGVD 29 superseded value.
 AW4864
 AW4864.The geoid height was determined by GEOID03.
 AW4864
 AW4864;                    North         East    Units  Estimated Accuracy
 AW4864;SPC TXSC     - 4,221,830.      930,050.      MT  (+/- 180 meters Scaled)
 AW4864
 AW4864                          SUPERSEDED SURVEY CONTROL
 AW4864
 AW4864  NGVD 29 (??/??/??)   28.988  (m)           95.10   (f) ADJUSTED    1 2
 AW4864
 AW4864.Superseded values are not recommended for survey control.
 AW4864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4864.See file dsdata.txt to determine how the superseded data were derived.
 AW4864
 AW4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN500984(NAD 83)
 AW4864_MARKER: Z = SEE DESCRIPTION
 AW4864_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW4864_SP_SET: GALVANIZED STEEL PIPE
 AW4864_MARK LOGO: NONE  
 AW4864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW4864+STABILITY: POSITION/ELEVATION WELL
 AW4864
 AW4864  HISTORY     - Date     Condition        Report By
 AW4864  HISTORY     - 1983     MONUMENTED       NGS
 AW4864
 AW4864                          STATION DESCRIPTION
 AW4864
 AW4864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4864'6.1 KM (3.8 MI) EAST FROM ADDICKS.
 AW4864'THE ELEVATION WAS FOUND TO BE DIFFERENT FROM THOSE FOR 1976 AND 1978
 AW4864'LEVELING TO THIS WELL CASING.  REFER TO DESCRIPTION FOR 1976 BM
 AW4864'ADDICKS 1795 USGS FOR LOCATION OF THIS MARK.  NOTE, DELETE 100 YARDS
 AW4864'NE OF BM T 1226. NOTE.. HIGHPOINT LEVELED IS BETWEEN TWO FILE MARKS
 AW4864'ON TOP OF A 2 INCH PIPE, HIGHPOINT IS NEAREST THE FILE MARK TO WEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5605 ***********************************************************************
 AW5605  DESIGNATION -  ADDICKS 1795 RESET
 AW5605  PID         -  AW5605
 AW5605  STATE/COUNTY-  TX/HARRIS
 AW5605  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW5605
 AW5605                         *CURRENT SURVEY CONTROL
 AW5605  ___________________________________________________________________
 AW5605* NAD 83(1986)-  29 47 28.     (N)    095 35 07.     (W)     SCALED    
 AW5605* NAVD 88     -        28.908  (meters)      94.84   (feet)  ADJUSTED  
 AW5605  ___________________________________________________________________
 AW5605  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW5605  DYNAMIC HT  -          28.868 (meters)      94.71  (feet)  COMP
 AW5605  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AW5605
 AW5605  VERT ORDER  -  FIRST     CLASS II
 AW5605
 AW5605.The horizontal coordinates were scaled from a topographic map and have
 AW5605.an estimated accuracy of +/- 6 seconds.
 AW5605
 AW5605.The orthometric height was determined by differential leveling
 AW5605.and adjusted by the National Geodetic Survey in June 1991..
 AW5605
 AW5605.The geoid height was determined by GEOID03.
 AW5605
 AW5605.The dynamic height is computed by dividing the NAVD 88
 AW5605.geopotential number by the normal gravity value computed on the
 AW5605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5605.degrees latitude (g = 980.6199 gals.).
 AW5605
 AW5605.The modeled gravity was interpolated from observed gravity values.
 AW5605
 AW5605;                    North         East    Units  Estimated Accuracy
 AW5605;SPC TXSC     - 4,221,800.      930,080.      MT  (+/- 180 meters Scaled)
 AW5605
 AW5605                          SUPERSEDED SURVEY CONTROL
 AW5605
 AW5605  NGVD 29 (12/23/87)   28.901  (m)           94.82   (f) ADJUSTED    1 2
 AW5605
 AW5605.Superseded values are not recommended for survey control.
 AW5605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5605.See file dsdata.txt to determine how the superseded data were derived.
 AW5605
 AW5605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN500984(NAD 83)
 AW5605_MARKER: Z = SEE DESCRIPTION
 AW5605_SETTING: 0 = UNSPECIFIED SETTING
 AW5605_SP_SET: GALVANIZED STEEL PIPE
 AW5605_MARK LOGO: NONE  
 AW5605_PROJECTION: PROJECTING 90 CENTIMETERS
 AW5605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW5605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5605+STABILITY: POSITION/ELEVATION WELL
 AW5605_ROD/PIPE-DEPTH: 547  meters
 AW5605
 AW5605  HISTORY     - Date     Condition        Report By
 AW5605  HISTORY     - 1986     MONUMENTED       NGS
 AW5605  HISTORY     - 19910201 MARK NOT FOUND   LOCENG
 AW5605
 AW5605                          STATION DESCRIPTION
 AW5605
 AW5605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5605'6.2 KM (3.85 MI) EAST FROM ADDICKS.
 AW5605'5.6 KM (3.45 MI) EASTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 AW5605'FROM ITS JUNCTION WITH STATE HIGHWAY 6 IN ADDICKS, THENCE 0.5 KM (0.3
 AW5605'MI) NORTH ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI) WEST ALONG A
 AW5605'CHAIN LINK FENCE, AT THE CITY OF HOUSTON WATERWORKS (11150 KATY
 AW5605'ROAD), THE CENTER OF A 1/16 INCH DRILL HOLE (PAINTED ORANGE), 1 INCH
 AW5605'BELOW THE TOP OF A 2-INCH PIPE SURROUNDED BY A 6-INCH PIPE INSIDE A
 AW5605'SMALL METAL BUILDING MAINTAINED BY USGS, AND 2.4 M (7.9 FT) SOUTH OF
 AW5605'THE FENCE.
 AW5605'THE MARK IS 0.9 M ABOVE THE GROUND.
 AW5605
 AW5605                          STATION RECOVERY (1991)
 AW5605
 AW5605'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 AW5605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9583 ***********************************************************************
 AA9583  DESIGNATION -  ADDICKS 1795 RESET
 AA9583  PID         -  AA9583
 AA9583  STATE/COUNTY-  TX/HARRIS
 AA9583  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AA9583
 AA9583                         *CURRENT SURVEY CONTROL
 AA9583  ___________________________________________________________________
 AA9583* NAD 83(1986)-  29 47 27.     (N)    095 35 11.     (W)     SCALED    
 AA9583* NAVD 88     -        28.60   (meters)      93.8    (feet)  RESET     
 AA9583  ___________________________________________________________________
 AA9583  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AA9583
 AA9583  VERT ORDER  -  THIRD
 AA9583
 AA9583.The horizontal coordinates were scaled from a topographic map and have
 AA9583.an estimated accuracy of +/- 6 seconds.
 AA9583
 AA9583.The orthometric height was computed from unverified reset data.
 AA9583
 AA9583.The geoid height was determined by GEOID03.
 AA9583
 AA9583;                    North         East    Units  Estimated Accuracy
 AA9583;SPC TXSC     - 4,221,760.      929,970.      MT  (+/- 180 meters Scaled)
 AA9583
 AA9583                          SUPERSEDED SURVEY CONTROL
 AA9583
 AA9583.No superseded survey control is available for this station.
 AA9583
 AA9583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN499984(NAD 83)
 AA9583_MARKER: H = DRILL HOLE
 AA9583_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AA9583_MARK LOGO: NONE  
 AA9583_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA9583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9583+STABILITY: POSITION/ELEVATION WELL
 AA9583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9583+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1994
 AA9583
 AA9583  HISTORY     - Date     Condition        Report By
 AA9583  HISTORY     - 1991     MONUMENTED       LOCENG
 AA9583  HISTORY     - 19941117 GOOD             HGCSD
 AA9583  HISTORY     - 19951109 GOOD             CHANCE
 AA9583  HISTORY     - 20001024 GOOD             NGS
 AA9583
 AA9583                          STATION DESCRIPTION
 AA9583
 AA9583'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (DLB)
 AA9583'6.2 KM (3.85 MI) EAST FROM ADDICKS, 5.6 KM (3.45 MI) EASTERLY ALONG
 AA9583'THE MISSOURI, KANSAS, TEXAS RAILROAD FROM JUNCTION WITH STATE HIGHWAY
 AA9583'6 IN ADDICKS, THENCE 0.5 KM (0.30 MI) ALONG A PAVED ROAD, 0.1 KM (0.05
 AA9583'MI) WEST ALONG A CHAIN LINK FENCE AT THE CITY OF HOUSTON WATER WORKS.
 AA9583'A 3/16 INCH DIAMETER HOLE WAS DRILLED APPROXIMATELY 1 FOOT (0.3 M)
 AA9583'BELOW THE 1/16 INCH HOLE WHICH WAS LATER CUT AWAY, ON THE 2 INCH PIPE
 AA9583'SURROUNDED BY A 6 INCH PIPE INSIDE A SMALL BUILDING MAINTAINED BY
 AA9583'USGS.
 AA9583
 AA9583                          STATION RECOVERY (1994)
 AA9583
 AA9583'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AA9583'RECOVERED AS DESCRIBED.
 AA9583
 AA9583                          STATION RECOVERY (1995)
 AA9583
 AA9583'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AA9583'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ALTERNATE TO REACH
 AA9583'DESCRIPTION FOLLOWS.  FROM THE INTERSECTION OF OLD KATY ROAD AND
 AA9583'KIRKWOOD DRIVE, GO EAST ON OLD KATY ROAD FOR 0.4 KM (0.25 MI) TO A
 AA9583'ROAD ON THE LEFT LEADING NORTH TO THE CITY OF HOUSTON KATY-ADDICKS
 AA9583'WATER FACILITY (11150 KATY RD) .  GO NORTH ON ROAD FOR 0.5 KM (0.30
 AA9583'MI) TO THE COMPOUND.  PROCEED NORTHERLY THROUGH THE COMPOUND TO THE
 AA9583'NORTH PERIMETER FENCE AND THE STATION IN A SHED NORTH OF THE TANKS.
 AA9583'ADDITIONAL TIES FOLLOW.  2.7 M (8.9 FT) SOUTH OF THE NORTH PERIMETER
 AA9583'FENCE.  29.7 M (97.4 FT) WEST OF A UTILITY POLE.  14.2 M (46.6 FT)
 AA9583'EAST OF MONUMENT HGCSD-26.  24.6 M (80.7 FT) NORTHEAST OF THE POINT
 AA9583'WHERE THE NORTH END OF A 36 INCH PIPE ENTERS THE GROUND. 14.9 M (48.9
 AA9583'FT) NORTHWEST OF A VALVE ON THE NORTH FACE OF A WATER TANK.
 AA9583
 AA9583                          STATION RECOVERY (2000)
 AA9583
 AA9583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (WMC)
 AA9583'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4511 ***********************************************************************
 AW4511  DESIGNATION -  ADDICKS 2
 AW4511  PID         -  AW4511
 AW4511  STATE/COUNTY-  TX/HARRIS
 AW4511  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4511
 AW4511                         *CURRENT SURVEY CONTROL
 AW4511  ___________________________________________________________________
 AW4511* NAD 83(1993)-  29 47 03.23947(N)    095 37 02.46631(W)     ADJUSTED  
 AW4511* NAVD 88     -        26.77   (+/-2cm)      87.8    (feet)  VERTCON   
 AW4511  ___________________________________________________________________
 AW4511  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW4511  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW4511
 AW4511  HORZ ORDER  -  SECOND
 AW4511  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW4511
 AW4511.The horizontal coordinates were established by classical geodetic methods
 AW4511.and adjusted by the National Geodetic Survey in February 1996..
 AW4511
 AW4511.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4511.The vertical order pertains to the NGVD 29 superseded value.
 AW4511
 AW4511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4511
 AW4511.The geoid height was determined by GEOID03.
 AW4511
 AW4511;                    North         East     Units Scale Factor Converg.
 AW4511;SPC TXSC     - 4,220,942.648   927,002.573   MT  0.99989389   +1 39 25.9
 AW4511;SPC TXSC     -13,848,209.34  3,041,340.94   sFT  0.99989389   +1 39 25.9
 AW4511;UTM  15      - 3,297,749.084   246,973.282   MT  1.00039000   -1 18 03.0
 AW4511
 AW4511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4511!SPC TXSC     -   1.00000013  x   0.99989389  =   0.99989402
 AW4511!UTM  15      -   1.00000013  x   1.00039000  =   1.00039013
 AW4511
 AW4511:                Primary Azimuth Mark                     Grid Az
 AW4511:SPC TXSC     -  ADDICKS AZ MK                            359 49 00.9
 AW4511:UTM  15      -  ADDICKS AZ MK                            002 46 29.8
 AW4511
 AW4511|---------------------------------------------------------------------|
 AW4511| PID    Reference Object                     Distance      Geod. Az  |
 AW4511|                                                           dddmmss.s |
 AW4511| AW4514 ADDICKS AZ MK                       APPROX. 0.7 KM 0012826.8 |
 AW4511| AW6903 ADDICKS                              46.371 METERS 01543     |
 AW4511| AW4512 ADDICKS 2 RM 1                       30.160 METERS 09021     |
 AW4511| AW4510 ADDICKS 2 RM 2                       27.652 METERS 27026     |
 AW4511|---------------------------------------------------------------------|
 AW4511
 AW4511                          SUPERSEDED SURVEY CONTROL
 AW4511
 AW4511  NAD 83(1986)-  29 47 03.25383(N)    095 37 02.44816(W) AD(       ) 2
 AW4511  NAD 27      -  29 47 02.43101(N)    095 37 01.64699(W) AD(       ) 2
 AW4511  NGVD 29 (??/??/92)   26.766  (m)           87.81   (f) ADJ UNCH    1 1
 AW4511
 AW4511.Superseded values are not recommended for survey control.
 AW4511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4511.See file dsdata.txt to determine how the superseded data were derived.
 AW4511
 AW4511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4697397749(NAD 83)
 AW4511_MARKER: DS = TRIANGULATION STATION DISK
 AW4511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4511_STAMPING: ADDICKS 2 1954
 AW4511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4511+STABILITY: SURFACE MOTION
 AW4511
 AW4511  HISTORY     - Date     Condition        Report By
 AW4511  HISTORY     - 1954     MONUMENTED       CGS
 AW4511  HISTORY     - 1954     GOOD             CGS
 AW4511  HISTORY     - 1963     GOOD             CGS
 AW4511  HISTORY     - 1968     GOOD             CGS
 AW4511  HISTORY     - 1970     GOOD             USGS
 AW4511  HISTORY     - 1973     GOOD             NGS
 AW4511  HISTORY     - 1976     GOOD             NGS
 AW4511  HISTORY     - 1976     GOOD             NGS
 AW4511  HISTORY     - 19931112 MARK NOT FOUND   USPSQD
 AW4511
 AW4511                          STATION DESCRIPTION
 AW4511
 AW4511'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AW4511'THE STATIONIS ABOUT 15 MILES WEST OF HOUSTON, 12.5 MILES
 AW4511'EAST OF KATY, 1.5 MILES EAST OF ADDICKS, 0.4 MILE SOUTH OF THE
 AW4511'ADDICKS RESERVOIR AND AT THE JUNCTION OF U.S. HIGHWAY 90
 AW4511'AND THE ADDICKS-FAIRBANKS ROAD.
 AW4511'
 AW4511'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE
 AW4511'OF ADDICKS, GO EAST ON U.S. HIGHWAY 90 FOR 1.5 MILES TO A
 AW4511'T-ROAD LEFT AT A LARGE U.S. ENGINEERS SIGN READING ADDICKS DAM
 AW4511'AND RESERVOIR, AND THE STATION ON THE RIGHT.
 AW4511'
 AW4511'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 AW4511'ADDICKS-FAIRBANKS ROAD FOR 0.4 MILE TO THE TOP OF THE DAM
 AW4511'AND THE AZIMUTH MARK ON THE RIGHT.
 AW4511'
 AW4511'THE STATION MARK, STAMPED ADDICKS 2 1954, IS A STANDARD DISK
 AW4511'SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 AW4511'IS AT THE INTERSECTION OF THE ADDICKS-FAIRBANKS ROAD AND
 AW4511'U.S. HIGHWAY 90, AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 AW4511'LINE OF U.S. HIGHWAY 90.
 AW4511'
 AW4511'REFERENCE MARK NO. 1, STAMPED ADDICKS 2 NO 1 1954, IS A
 AW4511'STANDARD DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS
 AW4511'6 INCHES.  IT IS 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 AW4511'LINE OF U.S. HIGHWAY 90.
 AW4511'
 AW4511'REFERENCE MARK NO. 2, STAMPED ADDICKS 2 NO 2 1954, IS A STANDARD
 AW4511'DISK SET IN A SQUARE CONCRET POST THAT PROJECTS 6 INCHES.  IT
 AW4511'IS 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY LINE OF U.S. HIGHWAY 90.
 AW4511'
 AW4511'THE AZIMUTH MARK, STAMPED ADDICKS 1952, IS A STANDARD DISK
 AW4511'SET IN A SQUARE CONCRET POST THAT PROJECTS 3 INCHES.  IT IS
 AW4511'30 FEET EAST OF THE CENTER OF THE ADDICKS-FAIRBANKS ROAD, 15.5
 AW4511'FEET EAST OF A GUARD RAIL, 14 FEET SOUTH OF THE CENTER OF A
 AW4511'GATE AND OILED ROAD ALONG THE TOP OF THE FILL AND 1.0 FOOT
 AW4511'WEST OF THE WEST GATE POST.
 AW4511
 AW4511                          STATION RECOVERY (1954)
 AW4511
 AW4511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW4511'12.1 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE MISSOURI,
 AW4511'KANSAS AND TEXAS RAILROAD OF TEXAS STATION AT KATY, ON THE SOUTH
 AW4511'SIDE OF THE HIGHWAY, IN AN EAST AND WEST FENCE LINE, 55 FEET
 AW4511'WEST OF THE EXTENDED CENTER LINE OF THE ADDICKS AND
 AW4511'FAIRBANKS ROAD, 2 FEET SOUTHWEST OF A WITNESS POST, A
 AW4511'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW4511'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED ADDICKS 2 1954.
 AW4511'
 AW4511'ADDICKS 2 R.M. 1 IS 99.0 FEET EAST OF TRIANGULATION STATION
 AW4511'ADDICKS 2 1954, ON THE SOUTH SIDE OF THE HIGHWAY, IN AN
 AW4511'EAST AND WEST FENCE LINE, 44 FEET EAST OF THE EXTENDED CENTER
 AW4511'LINE OF THE ADDICKS AND FAIRBANKS ROAD, 2 FEET SOUTHWEST OF
 AW4511'A WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP OF A
 AW4511'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED
 AW4511'ADDICKS 2 NO 1 1954.
 AW4511'
 AW4511'ADDICKS 2 R.M. 2 IS 91.0 FEET WEST OF TRIANGULATION ADDICKS
 AW4511'2 1954, ON THE SOUTH SIDE OF THE HIGHWAY, IN A FENCE LINE, 2
 AW4511'FEET SOUTHEAST OF A WITNESS POST, A REFERENCE MARK DISK SET IN
 AW4511'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AW4511'GROUND, STAMPED ADDICKS 2 NO 2 1954.
 AW4511'
 AW4511'ADDICKS 1952 AZIMUTH IS 0.4 MILE NORTH OF TRIANGULATION STATION
 AW4511'ADDICKS 2 1954, ON TOP OF THE ADDICKS RESERVOIR DAM, 30 FEET
 AW4511'EAST OF THE CENTER LINE OF THE ADDICKS AND FAIRBANKS ROAD, 14
 AW4511'FEET SOUTH OF THE CENTER OF A STEEL GATE, 1 FOOT WEST OF A FENCE,
 AW4511'AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW4511'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED ADDICKS 1952.
 AW4511
 AW4511                          STATION RECOVERY (1963)
 AW4511
 AW4511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BIW)
 AW4511'ABOUT 12.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 AW4511'FROM THE STATION AT KATY, AT THE JUNCTION OF THE ADDICKS-FAIRBANKS
 AW4511'ROAD, 108 FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRAFFIC
 AW4511'LANE OF U.S. HIGHWAY 90, 55 FEET WEST OF THE EXTENDED CENTER
 AW4511'LINE OF THE ADDICKS-FAIRBANKS ROAD, 86 FEET WEST OF A POWER
 AW4511'POLE, 1.3 FEET NORTH OF A FENCE, 0.9 FOOT NORTH OF A METAL
 AW4511'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 AW4511'CONCRETE POST PROJECTING 3 INCHES.
 AW4511'
 AW4511'R.M. 1 IS 108 FEET SOUTH OF THE CENTER LINE OF THE SOUTH
 AW4511'TRAFFIC LANE OF U.S. HIGHWAY 90, 14 FEET EAST OF A POWER POLE,
 AW4511'99 FEET EAST OF THE STATION, 1 FOOT SOUTH OF A FENCE, AND
 AW4511'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW4511'
 AW4511'R.M. 2 IS 108 FEET SOUTH OF THE CENTER LINE OF THE SOUTH
 AW4511'TRAFFIC LANE OF U.S. HIGHWAY 90, 91 FEET WEST OF THE STATION,
 AW4511'1.8 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND
 AW4511'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW4511'
 AW4511'THE AZIMUTH MARK, STAMPED ADDICKS 1952, IS 0.4 MILE NORTH
 AW4511'ALONG ADDICKS-FAIRBANKS ROAD FROM THE STATION, ON THE TOP OF
 AW4511'THE ADDICKS RESERVOIR DAM, 30 FEET EAST OF THE CENTER LINE
 AW4511'OF THE ROAD, 14 FEET SOUTH OF THE CENTER OF A STEEL GATE,
 AW4511'1 FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND IN
 AW4511'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW4511
 AW4511                          STATION RECOVERY (1968)
 AW4511
 AW4511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW4511'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 AW4511'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 AW4511'STATION MARK AND THE REFERENCE MARKS ARE NOW NEAR THE EDGE
 AW4511'OF A SLOPING CONCRETE DRAIN APRON WHICH PROJECTS ABOUT 9 FEET
 AW4511'ABOVE THE ROAD SURFACE AND CANNOT BE OCCUPIED.  ADDICKS 3
 AW4511'1968 WAS ESTABLISHED AND OBSERVATIONS WERE MADE FROM THIS MARK.
 AW4511'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE .04 OF A
 AW4511'FOOT SHORTER THAN THE 1954 DISTANCE.  THE DISTANCE TO
 AW4511'REFERENCE MARK 2 WAS FOUND TO BE .02 OF A FOOT SHORTER THAN
 AW4511'THE 1954 DISTANCE.  FOLLOWING IS A NEW DESCRIPTION.
 AW4511'
 AW4511'THE STATION IS LOCATED AT THE SOUTHEAST ANGLE OF THE JUNCTION
 AW4511'OF THE SOUTH ACCESS ROAD OF INTERSTATE HIGHWAY 10 AND ELDRIDGE
 AW4511'STREET, NEAR THE NORTHWEST CORNER OF THE MEMORIAL OAKS CEMETERY
 AW4511'AND ON PROPERTY OF DR. S.W. THORN.  IT IS ABOUT 15 MILES WEST
 AW4511'OF THE CENTER OF HOUSTON, 1-1/2 MILES EAST OF ADDICKS AND
 AW4511'1/2 MILE SOUTH OF ADDICKS RESERVOIR.
 AW4511'
 AW4511'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 AW4511'10 AND FARM ROAD 1960 WHICH IS JUST NORTHWEST OF THE POST
 AW4511'OFFICE IN ADDICKS, GO EAST ON THE ACCESS ROAD ALONG THE SOUTH
 AW4511'SIDE OF INTERSTATE HIGHWAY 10 FOR 1.7 MILES TO THE STATION
 AW4511'ON THE RIGHT.
 AW4511'
 AW4511'THE STATION MARK IS A STANDARD DISK STAMPED ADDICKS 2 1954,
 AW4511'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 AW4511'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 54.5 FEET WEST
 AW4511'OF A POWER LINE POLE AT THE NORTHWEST CORNER OF THE CEMETERY,
 AW4511'26 FEET SOUTH OF THE CENTER OF THE ACCESS ROAD AND 1 FOOT NORTH
 AW4511'OF A METAL WITNESS POST.
 AW4511'
 AW4511'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ADDICKS 2 NO 1
 AW4511'1954, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 AW4511'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 34 FEET EAST
 AW4511'OF THE POWER LINE POLE AND AT THE NORTH EDGE OF A HEDGEROW AROUND
 AW4511'THE CEMETERY AND AT THE TOP OF THE CONCRETE DRAIN APRON.
 AW4511'
 AW4511'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ADDICKS 2 NO
 AW4511'2 1954, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 AW4511'3 INCHES BELOW THE GROUND SURFACE.  IT IS 26 FEET SOUTH OF
 AW4511'THE CENTER OF THE ACCESS ROAD, 3 FEET NORTH OF A WIRE FENCE
 AW4511'AND AT THE TOP OF THE CONCRETE DRAIN APRON.
 AW4511'
 AW4511'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ADDICKS 1952, SET
 AW4511'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AW4511'2 INCHES ABOVE THE GROUND.  IT IS 29 FEET EAST OF THE CENTER
 AW4511'OF ELDRIDGE STREET, 9 FEET SOUTH OF THE CENTER OF A METAL
 AW4511'GATE AND LEVEE, 1.2 FEET NORTH OF A WHITE 2 BY 4 WITNESS POST
 AW4511'AND 1 FOOT SOUTHWEST OF THE SOUTH GATE POST OF THE METAL
 AW4511'GATE POST.
 AW4511'
 AW4511'TO REACH THE AZIMUTH MARK FROM WHERE INTERSTATE HIGHWAY 10
 AW4511'CROSSES OVER ELDRIDGE STREET, GO NORTH ON ELDRIDGE STREET
 AW4511'FOR 0.4 MILE TO THE TOP OF A LEVEE AND THE MARK ON THE RIGHT.
 AW4511
 AW4511                          STATION RECOVERY (1970)
 AW4511
 AW4511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (CUB)
 AW4511'STATION DESTROYED DURING CONSTRUCTION OF INTERSTATE HWY 10.
 AW4511'
 AW4511'R.M. 2 1954 DESTROYED DURING CONSTRUCTION
 AW4511
 AW4511                          STATION RECOVERY (1973)
 AW4511
 AW4511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4511'1.65 MI E FROM ADDICKS.
 AW4511'ABOUT 1.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4511'RAILROAD OVERPASS OVER STATE HIGHWAY 6, THENCE ABOUT 0.05 MILE SOUTH
 AW4511'ALONG ADDICKS-FAIRBANKS RD. AT THE SOUTH SIDE OF THE ACCESS ROAD, 25.8
 AW4511'FEET SOUTH OF THE CENTER OF 3 LANES OF THE EASTBOUND ACCESS ROAD, 91
 AW4511'FEET EAST OF ADDICKS RM 2, 100 FEET WEST OF ADDICK RM 1, ABOUT 44.2
 AW4511'FEET NORTHWEST OF THE MOST SOUTHERNLY POLE OF SIX POLES OF A BILLBOARD
 AW4511'SIGN AT THE EDGE OF THE SOUTH RETAINING WALL, 64 FEET NORTHWEST OF
 AW4511'ADDICKS 3, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE
 AW4511'THE LEVEL OF THE ACCESS ROAD, AND IS A DISK SET IN THE TOP OF A
 AW4511'CONCRETE POST PROJECTING 0.3 FOOT.
 AW4511
 AW4511                          STATION RECOVERY (1976)
 AW4511
 AW4511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW4511'RECOVERED IN GOOD CONDITION.
 AW4511
 AW4511                          STATION RECOVERY (1976)
 AW4511
 AW4511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW4511'RECOVERED IN GOOD CONDITION.
 AW4511
 AW4511                          STATION RECOVERY (1993)
 AW4511
 AW4511'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4512 ***********************************************************************
 AW4512  DESIGNATION -  ADDICKS 2 RM 1
 AW4512  PID         -  AW4512
 AW4512  STATE/COUNTY-  TX/HARRIS
 AW4512  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4512
 AW4512                         *CURRENT SURVEY CONTROL
 AW4512  ___________________________________________________________________
 AW4512* NAD 83(1986)-  29 47 02.     (N)    095 37 03.     (W)     SCALED    
 AW4512* NAVD 88     -        27.01   (+/-2cm)      88.6    (feet)  VERTCON   
 AW4512  ___________________________________________________________________
 AW4512  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW4512
 AW4512  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW4512
 AW4512.The horizontal coordinates were scaled from a topographic map and have
 AW4512.an estimated accuracy of +/- 6 seconds.
 AW4512
 AW4512.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4512.The vertical order pertains to the NGVD 29 superseded value.
 AW4512
 AW4512.The geoid height was determined by GEOID03.
 AW4512
 AW4512;                    North         East    Units  Estimated Accuracy
 AW4512;SPC TXSC     - 4,220,900.      926,990.      MT  (+/- 180 meters Scaled)
 AW4512
 AW4512                          SUPERSEDED SURVEY CONTROL
 AW4512
 AW4512  NGVD 29 (??/??/92)   27.002  (m)           88.59   (f) ADJ UNCH    1 1
 AW4512
 AW4512.Superseded values are not recommended for survey control.
 AW4512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4512.See file dsdata.txt to determine how the superseded data were derived.
 AW4512
 AW4512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN469977(NAD 83)
 AW4512_MARKER: DR = REFERENCE MARK DISK
 AW4512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4512_STAMPING: ADDICKS 2 NO 1 1954
 AW4512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4512+STABILITY: SURFACE MOTION
 AW4512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4512+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW4512
 AW4512  HISTORY     - Date     Condition        Report By
 AW4512  HISTORY     - 1954     MONUMENTED       CGS
 AW4512  HISTORY     - 1973     GOOD             NGS
 AW4512  HISTORY     - 1976     GOOD             NGS
 AW4512  HISTORY     - 1976     GOOD             NGS
 AW4512  HISTORY     - 19931112 GOOD             USPSQD
 AW4512  HISTORY     - 20040413 GOOD             USPSQD
 AW4512
 AW4512                          STATION DESCRIPTION
 AW4512
 AW4512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4512'1.65 MI E FROM ADDICKS.
 AW4512'ABOUT 1.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4512'RAILROAD OVERPASS OVER STATE HIGHWAY 6, THENCE ABOUT 0.05 MILE SOUTH
 AW4512'ALONG ADDICKS-FAIRBANKS RD. AT THE SOUTH SIDE OF AN ACCESS ROAD, ABOUT
 AW4512'100 FEET EAST OF ADDICKS 2, 25.8 FEET SOUTH OF THE CENTER OF 3 LANES
 AW4512'OF THE EASTBOUND LANES OF THE ACCESS ROAD, 0.3 FOOT NORTH OF A HEDGE,
 AW4512'34.8 FEET EAST OF A POWER POLE, 14.2 FEET NORTH OF A GRAVE HEADSTONE
 AW4512'BEARING THE NAME VICTOR ALLEN LEADER, ABOUT 10 FEET ABOVE THE LEVEL OF
 AW4512'THE ACCESS ROAD, AND IS A DISK SET IN THE TOP OF A CONCRETE POST
 AW4512'PROJECTING 0.4 FOOT.
 AW4512
 AW4512                          STATION RECOVERY (1976)
 AW4512
 AW4512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW4512'RECOVERED IN GOOD CONDITION.
 AW4512
 AW4512                          STATION RECOVERY (1976)
 AW4512
 AW4512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW4512'RECOVERED IN GOOD CONDITION.
 AW4512
 AW4512                          STATION RECOVERY (1993)
 AW4512
 AW4512'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4512'RECOVERED IN GOOD CONDITION.
 AW4512
 AW4512                          STATION RECOVERY (2004)
 AW4512
 AW4512'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4510 ***********************************************************************
 AW4510  DESIGNATION -  ADDICKS 2 RM 2
 AW4510  PID         -  AW4510
 AW4510  STATE/COUNTY-  TX/HARRIS
 AW4510  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4510
 AW4510                         *CURRENT SURVEY CONTROL
 AW4510  ___________________________________________________________________
 AW4510* NAD 83(1986)-  29 47 03.     (N)    095 37 02.     (W)     SCALED    
 AW4510* NAVD 88     -        26.45   (+/-2cm)      86.8    (feet)  VERTCON   
 AW4510  ___________________________________________________________________
 AW4510  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW4510
 AW4510  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW4510
 AW4510.The horizontal coordinates were scaled from a topographic map and have
 AW4510.an estimated accuracy of +/- 6 seconds.
 AW4510
 AW4510.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4510.The vertical order pertains to the NGVD 29 superseded value.
 AW4510
 AW4510.The geoid height was determined by GEOID03.
 AW4510
 AW4510;                    North         East    Units  Estimated Accuracy
 AW4510;SPC TXSC     - 4,220,940.      927,020.      MT  (+/- 180 meters Scaled)
 AW4510
 AW4510                          SUPERSEDED SURVEY CONTROL
 AW4510
 AW4510  NGVD 29 (??/??/92)   26.446  (m)           86.76   (f) ADJ UNCH    1 1
 AW4510
 AW4510.Superseded values are not recommended for survey control.
 AW4510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4510.See file dsdata.txt to determine how the superseded data were derived.
 AW4510
 AW4510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN469977(NAD 83)
 AW4510_MARKER: DR = REFERENCE MARK DISK
 AW4510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4510_STAMPING: ADDICKS NO 2 1954
 AW4510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4510+STABILITY: SURFACE MOTION
 AW4510
 AW4510  HISTORY     - Date     Condition        Report By
 AW4510  HISTORY     - 1954     MONUMENTED       CGS
 AW4510  HISTORY     - 1973     GOOD             NGS
 AW4510  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 AW4510
 AW4510                          STATION DESCRIPTION
 AW4510
 AW4510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4510'1.65 MI E FROM ADDICKS.
 AW4510'ABOUT 1.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4510'RAILROAD OVERPASS OVER STATE HWY. 6, THENCE 0.5 MILE SOUTH ALONG
 AW4510'ADDICKS-FAIRBANKS RD.  AT THE SOUTH SIDE OF AN ACCESS ROAD, 91 FEET
 AW4510'WEST OF ADDICKS 2 TRI. STA., 25.8 FEET SOUTH OF THE CENTER OF THE
 AW4510'EASTBOUND ACCESS ROAD, SET DIRECTLY IN THE CENTER OF THE EXTENDED
 AW4510'CENTER LINE OF THE NORTHBOUND LANE OF ADDICKS-FAIRBANKS AND AT THE
 AW4510'EDGE OF THE SOUTH RETAINING WALL, ABOUT 10 FEET ABOVE THE ACCESS ROAD,
 AW4510'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 AW4510
 AW4510                          STATION RECOVERY (1979)
 AW4510
 AW4510'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 AW4510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4513 ***********************************************************************
 AW4513  DESIGNATION -  ADDICKS 3
 AW4513  PID         -  AW4513
 AW4513  STATE/COUNTY-  TX/HARRIS
 AW4513  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4513
 AW4513                         *CURRENT SURVEY CONTROL
 AW4513  ___________________________________________________________________
 AW4513* NAD 83(1993)-  29 47 02.63397(N)    095 37 02.25106(W)     ADJUSTED  
 AW4513* NAVD 88     -        26.63   (+/-2cm)      87.4    (feet)  VERTCON   
 AW4513  ___________________________________________________________________
 AW4513  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW4513  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW4513
 AW4513  HORZ ORDER  -  FIRST
 AW4513  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW4513
 AW4513.The horizontal coordinates were established by classical geodetic methods
 AW4513.and adjusted by the National Geodetic Survey in February 1996..
 AW4513
 AW4513.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4513.The vertical order pertains to the NGVD 29 superseded value.
 AW4513
 AW4513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4513
 AW4513.The geoid height was determined by GEOID03.
 AW4513
 AW4513;                    North         East     Units Scale Factor Converg.
 AW4513;SPC TXSC     - 4,220,924.181   927,008.891   MT  0.99989387   +1 39 26.0
 AW4513;SPC TXSC     -13,848,148.75  3,041,361.67   sFT  0.99989387   +1 39 26.0
 AW4513;UTM  15      - 3,297,730.306   246,978.641   MT  1.00038996   -1 18 02.8
 AW4513
 AW4513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4513!SPC TXSC     -   1.00000015  x   0.99989387  =   0.99989402
 AW4513!UTM  15      -   1.00000015  x   1.00038996  =   1.00039011
 AW4513
 AW4513:                Primary Azimuth Mark                     Grid Az
 AW4513:SPC TXSC     -  ADDICKS AZ MK                            359 18 58.6
 AW4513:UTM  15      -  ADDICKS AZ MK                            002 16 27.4
 AW4513
 AW4513|---------------------------------------------------------------------|
 AW4513| PID    Reference Object                     Distance      Geod. Az  |
 AW4513|                                                           dddmmss.s |
 AW4513| AW4514 ADDICKS AZ MK                       APPROX. 0.7 KM 0005824.6 |
 AW4513| CV5926 ADDICKS 3 RM 2                       38.369 METERS 29925     |
 AW4513| AW4511 ADDICKS 2                            19.520 METERS 34246     |
 AW4513|---------------------------------------------------------------------|
 AW4513
 AW4513                          SUPERSEDED SURVEY CONTROL
 AW4513
 AW4513  NAD 83(1986)-  29 47 02.64855(N)    095 37 02.23299(W) AD(       ) 1
 AW4513  NAD 27      -  29 47 01.82549(N)    095 37 01.43173(W) AD(       ) 1
 AW4513  NGVD 29 (??/??/92)   26.624  (m)           87.35   (f) ADJ UNCH    1 1
 AW4513
 AW4513.Superseded values are not recommended for survey control.
 AW4513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4513.See file dsdata.txt to determine how the superseded data were derived.
 AW4513
 AW4513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4697997730(NAD 83)
 AW4513_MARKER: DS = TRIANGULATION STATION DISK
 AW4513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4513_STAMPING: ADDICKS 3 1968
 AW4513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4513+STABILITY: SURFACE MOTION
 AW4513
 AW4513  HISTORY     - Date     Condition        Report By
 AW4513  HISTORY     - 1968     MONUMENTED       CGS
 AW4513  HISTORY     - 1973     GOOD             NGS
 AW4513  HISTORY     - 1976     GOOD             NGS
 AW4513  HISTORY     - 1976     GOOD             NGS
 AW4513  HISTORY     - 1979     POOR             LOCENG
 AW4513  HISTORY     - 19931112 MARK NOT FOUND   USPSQD
 AW4513
 AW4513                          STATION DESCRIPTION
 AW4513
 AW4513'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW4513'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE JUNCTION OF THE
 AW4513'SOUTH ACCESS ROAD OF INTERSTATE HIGHWAY 10 AND ELDRIDGE STREET, NEAR
 AW4513'THE NORTHWEST CORNER OF THE MEMORIAL OAKS CEMETERY AND ON PROPERTY
 AW4513'OF DR. S. W. THORN.  IT IS ABOUT 15 MILES WEST OF THE CENTER OF
 AW4513'HOUSTON, 1-1/2 MILES EAST OF ADDICKS AND 1/2 MILE SOUTH OF
 AW4513'ADDICKS RESERVOIR.
 AW4513'
 AW4513'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AW4513'FARM ROAD 1960 WHICH IS JUST NORTHWEST OF THE POST OFFICE IN
 AW4513'ADDICKS, GO EAST ON THE ACCESS ROAD ALONG THE SOUTH SIDE OF
 AW4513'INTERSTATE HIGHWAY 10 FOR 1.7 MILES TO THE STATION ON THE RIGHT.
 AW4513'
 AW4513'THE STATION MARK IS A STANDARD DISK STAMPED ADDICKS 3 1968, SET
 AW4513'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW4513'2 INCHES ABOVE THE GROUND.  IT IS 52 FEET SOUTHWEST OF A POWER LINE
 AW4513'POLE, 24 FEET SOUTH OF THE SOUTH POST OF A LARGE SIGN BOARD AND
 AW4513'5.6 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 AW4513'
 AW4513'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ADDICKS 2 NO 2 1954, SET
 AW4513'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 3
 AW4513'INCHES BELOW THE GROUND SURFACE.  IT IS 26 FEET SOUTH OF THE CENTER
 AW4513'OF THE ACCESS ROAD, 3 FEET NORTH OF A WIRE FENCE AND SET AT THE
 AW4513'TOP OF A SLOPING CONCRETE DRAIN APRON WHICH PROJECTS ABOUT 9 FEET
 AW4513'ABOVE THE ROAD SURFACE.
 AW4513'
 AW4513'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ADDICKS 1952, SET IN THE
 AW4513'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 AW4513'ABOVE THE GROUND.  IT IS 29 FEET EAST OF THE CENTER OF ELDRIDGE
 AW4513'STREET, 9 FEET SOUTH OF THE CENTER OF A METAL GATE AND LEVEE, 1.2
 AW4513'FEET NORTH OF A WHITE 2 BY 4 WITNESS POST AND 1 FOOT SOUTHWEST OF
 AW4513'THE SOUTH GATE POST OF THE METAL GATE.
 AW4513'
 AW4513'TO REACH THE AZIMUTH MARK FROM WHERE INTERSTATE HIGHWAY 10 CROSSES
 AW4513'OVER ELDRIDGE STREET, GO NORTH ON ELDRIDGE STREET FOR 0.4 MILE TO
 AW4513'THE TOP OF A LEVEE AND THE MARK ON THE RIGHT.
 AW4513'
 AW4513'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 AW4513'FOR ADDITIONAL INFORMATION SEE DESCRIPTION (RECOVERY) FOR ADDICKS 2
 AW4513'1954.
 AW4513'
 AW4513'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 AW4513
 AW4513                          STATION RECOVERY (1973)
 AW4513
 AW4513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4513'1.65 MI E FROM ADDICKS.
 AW4513'ABOUT 1.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4513'RAILROAD OVERPASS OVER STATE HIGHWAY 6, THENCE ABOUT 0.05 MILE SOUTH
 AW4513'ALONG ADDICKS-FAIRBANKS RD. AT THE SOUTH SIDE OF AN ACCESS ROD, ABOUT
 AW4513'64 FEET SOUTHEAST OF ADDICKS 2, 24 FEET SOUTH OF THE SOUTH POST OF A
 AW4513'LARGE SIGNBOARD, 52 FEET SOUTHWEST OF A POWER LINE POLE, 100 1/2 FEET
 AW4513'SOUTHWEST OF ADDICKS 2 RM 1, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 AW4513'ACCESS ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW4513'GROUND.
 AW4513
 AW4513                          STATION RECOVERY (1976)
 AW4513
 AW4513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW4513'RECOVERED IN GOOD CONDITION.
 AW4513
 AW4513                          STATION RECOVERY (1976)
 AW4513
 AW4513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW4513'RECOVERED IN GOOD CONDITION.
 AW4513
 AW4513                          STATION RECOVERY (1979)
 AW4513
 AW4513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DJF)
 AW4513'ADDICKS 3 1968 DISK REMOVED, CONC. POST CRACKED.
 AW4513'
 AW4513'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.65 MILES EAST.
 AW4513
 AW4513                          STATION RECOVERY (1993)
 AW4513
 AW4513'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4514 ***********************************************************************
 AW4514  DESIGNATION -  ADDICKS AZ MK
 AW4514  PID         -  AW4514
 AW4514  STATE/COUNTY-  TX/HARRIS
 AW4514  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4514
 AW4514                         *CURRENT SURVEY CONTROL
 AW4514  ___________________________________________________________________
 AW4514* NAD 83(1993)-  29 47 25.89534(N)    095 37 01.79790(W)     ADJUSTED  
 AW4514* NAVD 88     -        36.79   (+/-2cm)     120.7    (feet)  VERTCON   
 AW4514  ___________________________________________________________________
 AW4514  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW4514  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW4514
 AW4514  HORZ ORDER  -  THIRD
 AW4514  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4514
 AW4514.The horizontal coordinates were established by classical geodetic methods
 AW4514.and adjusted by the National Geodetic Survey in February 1996..
 AW4514
 AW4514.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4514.The vertical order pertains to the NGVD 29 superseded value.
 AW4514
 AW4514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4514
 AW4514.The geoid height was determined by GEOID03.
 AW4514
 AW4514;                    North         East     Units Scale Factor Converg.
 AW4514;SPC TXSC     - 4,221,640.406   927,000.344   MT  0.99989475   +1 39 26.3
 AW4514;SPC TXSC     -13,850,498.57  3,041,333.63   sFT  0.99989475   +1 39 26.3
 AW4514;UTM  15      - 3,298,446.373   247,007.081   MT  1.00038979   -1 18 03.5
 AW4514
 AW4514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4514!SPC TXSC     -   0.99999856  x   0.99989475  =   0.99989331
 AW4514!UTM  15      -   0.99999856  x   1.00038979  =   1.00038835
 AW4514
 AW4514                          SUPERSEDED SURVEY CONTROL
 AW4514
 AW4514  NAD 83(1986)-  29 47 25.92361(N)    095 37 01.77953(W) AD(       ) 3
 AW4514  NAD 27      -  29 47 25.17321(N)    095 37 00.97775(W) AD(       ) 3
 AW4514  NGVD 29 (??/??/92)   36.784  (m)          120.68   (f) ADJ UNCH    1 2
 AW4514
 AW4514.Superseded values are not recommended for survey control.
 AW4514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4514.See file dsdata.txt to determine how the superseded data were derived.
 AW4514
 AW4514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4700798446(NAD 83)
 AW4514_MARKER: DZ = AZIMUTH MARK DISK
 AW4514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4514_STAMPING: ADDICKS 1952
 AW4514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4514+STABILITY: SURFACE MOTION
 AW4514
 AW4514  HISTORY     - Date     Condition        Report By
 AW4514  HISTORY     - 1952     MONUMENTED       CGS
 AW4514  HISTORY     - 1973     GOOD             NGS
 AW4514  HISTORY     - 19931112 MARK NOT FOUND   USPSQD
 AW4514
 AW4514                          STATION DESCRIPTION
 AW4514
 AW4514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4514'2 MI NE FROM ADDICKS.
 AW4514'ABOUT 1.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4514'RAILROAD OVERPASS OVER STATE HIGHWAY 6, THENCE 0.4 MILE NORTH ALONG
 AW4514'THE ADDICKS-FAIRBANKS RD. ON TOP OF THE ADDICKS RESERVOIR DAM, ABOUT
 AW4514'29.8 FEET EAST OF THE CENTER LINE OF THE ROAD, 10.2 FEET SOUTH OF THE
 AW4514'CENTER LINE OF A PAVED ROAD GOING EAST-WEST ALONG THE DAM, 1 FOOT WEST
 AW4514'OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND IS A DISK SET IN THE TOP OF
 AW4514'A CONCRETE POST PROJECTING 4 INCHES.
 AW4514
 AW4514                          STATION RECOVERY (1993)
 AW4514
 AW4514'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2827 ***********************************************************************
 CS2827  DESIGNATION -  ADDISON
 CS2827  PID         -  CS2827
 CS2827  STATE/COUNTY-  TX/DALLAS
 CS2827  USGS QUAD   -  ADDISON (1981)
 CS2827
 CS2827                         *CURRENT SURVEY CONTROL
 CS2827  ___________________________________________________________________
 CS2827* NAD 83(1993)-  32 59 04.48998(N)    096 48 16.10553(W)     ADJUSTED  
 CS2827* NAVD 88     -       192.59   (+/-2cm)     631.9    (feet)  VERTCON   
 CS2827  ___________________________________________________________________
 CS2827  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 CS2827  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CS2827
 CS2827  HORZ ORDER  -  SECOND
 CS2827  VERT ORDER  -  THIRD ? (See Below)
 CS2827
 CS2827.The horizontal coordinates were established by classical geodetic methods
 CS2827.and adjusted by the National Geodetic Survey in February 1996..
 CS2827
 CS2827.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2827.The vertical order pertains to the NGVD 29 superseded value.
 CS2827
 CS2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2827
 CS2827.The geoid height was determined by GEOID03.
 CS2827
 CS2827;                    North         East     Units Scale Factor Converg.
 CS2827;SPC TXNC     - 2,147,421.744   758,452.976   MT  0.99987330   +0 55 29.0
 CS2827;SPC TXNC     - 7,045,332.84  2,488,357.81   sFT  0.99987330   +0 55 29.0
 CS2827;UTM  14      - 3,651,718.079   705,153.188   MT  1.00011897   +1 11 44.5
 CS2827
 CS2827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2827!SPC TXNC     -   0.99997391  x   0.99987330  =   0.99984721
 CS2827!UTM  14      -   0.99997391  x   1.00011897  =   1.00009287
 CS2827
 CS2827|---------------------------------------------------------------------|
 CS2827| PID    Reference Object                     Distance      Geod. Az  |
 CS2827|                                                           dddmmss.s |
 CS2827| CX9067 ADDISON RM 1                         33.283 METERS 02341     |
 CS2827| CS1317 H 921                               APPROX. 0.7 KM 1780333.0 |
 CS2827| CX9068 ADDISON RM 2                         30.995 METERS 18459     |
 CS2827| DN1169 HEBRON                              APPROX. 5.8 KM 3213504.3 |
 CS2827|---------------------------------------------------------------------|
 CS2827
 CS2827                          SUPERSEDED SURVEY CONTROL
 CS2827
 CS2827  NAD 83(1993)-  32 59 04.49081(N)    096 48 16.09882(W) AD(       ) 2
 CS2827  NAD 83(1986)-  32 59 04.49623(N)    096 48 16.08964(W) AD(       ) 2
 CS2827  NAD 27      -  32 59 04.05700(N)    096 48 15.09000(W) AD(       ) 2
 CS2827  NGVD 29 (07/19/86)  192.59   (m)          631.9    (f) LEVELING    3  
 CS2827
 CS2827.Superseded values are not recommended for survey control.
 CS2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2827.See file dsdata.txt to determine how the superseded data were derived.
 CS2827
 CS2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0515351718(NAD 83)
 CS2827_MARKER: DS = TRIANGULATION STATION DISK
 CS2827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2827
 CS2827  HISTORY     - Date     Condition        Report By
 CS2827  HISTORY     - 1949     MONUMENTED       CGS
 CS2827  HISTORY     - 1959     GOOD             CGS
 CS2827  HISTORY     - 1959     GOOD             CGS
 CS2827  HISTORY     - 1963     GOOD             CGS
 CS2827  HISTORY     - 1966     GOOD             CGS
 CS2827  HISTORY     - 1974     GOOD             NGS
 CS2827  HISTORY     - 20010730 MARK NOT FOUND   NGS
 CS2827
 CS2827                          STATION DESCRIPTION
 CS2827
 CS2827'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CL)
 CS2827'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF HEBRON AND
 CS2827'12 MILES NORTH OF THE APPROXIMATE CENTER OF DALLAS, NEAR
 CS2827'THE DALLAS-COLLIN COUNTY LINE.  IT IS ON THE RIGHT-OF-WAY
 CS2827'OF STATE ROUTE 289, 9 FEET EAST OF THE RIGHT-OF-WAY FENCE
 CS2827'LINE AND 88 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 CS2827'PARKING FORMED BY THE JUNCTION OF THE HIGHWAY AND A SIDE
 CS2827'ROAD TO THE WEST.  19 FEET SOUTHEAST OF A WHITE WITNESS POST
 CS2827'AND 54 FEET SOUTH OF A BRICK GATE POST.  THE MARK IS FLUSH
 CS2827'AND THE DISC IS STAMPED, ADDISON 1949.
 CS2827'
 CS2827'REFERENCE MARK NO. 1 IS 36 FEET NORTH OF THE APPROXIMATE
 CS2827'CENTERLINE OF THE EAST-WEST ROAD AND 1/2 FOOT SOUTH OF THE
 CS2827'RIGHT-OF-WAY FENCE LINE.  THE MARK IS FLUSH AND THE DISC
 CS2827'IS STAMPED, ADDISON NO. 1 1949.
 CS2827'
 CS2827'REFERENCE MARK NO. 2 IS ON THE WEST RIGHT-OF-WAY OF STATE
 CS2827'ROUTE 289, 48 FEET EAST OF THE CENTERLINE OF THE ROAD AND
 CS2827'1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK IS
 CS2827'FLUSH WITH THE GROUND AND THE DISC IS STAMPED ADDISON NO.
 CS2827'2 1949.
 CS2827'
 CS2827'BENCH MARK H-921 1946 IS A STANDARD US C AND G S BENCH MARK
 CS2827'DISC SET IN THE TOP OF A 6 BY 6 INCH CONCRETE THAT PROJECTS
 CS2827'ABOUT 14 INCHES, AND THE DISK IS STAMPED, H-291 1936.  A
 CS2827'TRAVERSE CONNECTION WAS MADE FROM THIS MARK TO THE TRIANGULATION
 CS2827'STATION AS RECORDED ABOVE.  IT IS LOCATED ON THE EAST
 CS2827'RIGHT-OF-WAY OF STATE ROUTE 289, 48 FEET EAST OF THE CENTERLINE
 CS2827'OF THE HIGHWAY AND 2-1/2 FEET WEST OF THE RIGHT-OF-WAY
 CS2827'FENCE LINE.
 CS2827'
 CS2827'STATION MAY BE REACHED FROM THE JUNCTION OF LOOP 12 AND STATE
 CS2827'ROUTE 289, AT THE NORTH EDGE OF DALLAS BY GOING NORTH ON
 CS2827'STATE ROUTE 289 FOR 7.95 MILES TO A POINT WHERE THE HIGHWAY
 CS2827'TURNS TO THE RIGHT AND A DIRT ROAD TO THE LEFT OR WEST, AND
 CS2827'THE STATION SITE ON THE LEFT AS DESCRIBED ABOVE.
 CS2827'
 CS2827'ALL OBJECTS AND SIGNALS WERE VISIBLE FROM THE GROUND.
 CS2827'
 CS2827'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2827
 CS2827                          STATION RECOVERY (1959)
 CS2827
 CS2827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2827'THIS STATION AND THE TWO REFERENCE MARKS WERE RECOVERED IN
 CS2827'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WHICH WAS
 CS2827'B.M. H 921 HAS BEEN DESTROYED.  THE BASE OF THE POST WAS
 CS2827'RECOVERED IN PLACE.
 CS2827'
 CS2827'REFERENCE MARKS NO. 1 IS NOW ABOUT 2 INCHES BELOW THE SURFACE
 CS2827'OF THE GROUND AND IS 14.4 FEET WNW. OF A BRACED POWER POLE.
 CS2827
 CS2827                          STATION RECOVERY (1959)
 CS2827
 CS2827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CS2827'THE PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY.  R.M. 2
 CS2827'WAS RECOVERED AND IS IN GOOD CONDITION.  R.M. 1 WAS SEARCHED
 CS2827'FOR BUT COULD NOT BE FOUND.  THE AZIMUTH MARK HAS BEEN DESTROYED.
 CS2827
 CS2827                          STATION RECOVERY (1963)
 CS2827
 CS2827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2827'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 CS2827'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK (BENCH
 CS2827'MARK H-921 1946) WAS FOUND TO BE DESTROYED.
 CS2827'
 CS2827'THE ORIGINAL DESCRIPTION WAS USED FOR RECOVERY.  IT WAS FOUND
 CS2827'THAT MOST OF THE DISTANCES THE MARKS ARE REFERENCED TO, STILL
 CS2827'APPLY.  ADDITIONAL DISTANCES TO REFERENCE THE STATION FOR
 CS2827'FUTURE RECOVERY ARE AS FOLLOWS--THE STATION MARK IS ON THE
 CS2827'WEST RIGHT-OF-WAY ALONG STATE HIGHWAY 289.  IT IS 97 FEET WEST
 CS2827'OF THE CENTER LINE OF HIGHWAY, 55 FEET SOUTH OF THE SOUTH
 CS2827'BRICK PILLAR AT A GATE ENTRANCE, 54 FEET NORTHWEST OF A
 CS2827'POWER LINE POLE AND 8 FEET EAST OF THE WEST RIGHT-OF-WAY
 CS2827'FENCE.  THE DISK IS STAMPED ADDISON 1949, SET IN A SQUARE
 CS2827'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS2827'
 CS2827'REFERENCE MARK NO. 1, IS 73 FEET WEST OF THE CENTER LINE
 CS2827'OF HIGHWAY, 48 FEET NORTHEAST OF THE NORTH BRICK PILLAR AT
 CS2827'GATE ENTRANCE, 31 FEET NORTH OF THE CENTER OF DRIVEWAY AND
 CS2827'14 FEET WEST OF A POWER LINE POLE NO. 15N 1E 34.  THE DISK
 CS2827'IS SET IN A SQUARE CONCRETE POST WHICH IS 12 INCHES BELOW
 CS2827'THE SURFACE OF THE GROUND.
 CS2827'
 CS2827'REFERENCE MARK NO. 2, IS 156 FEET SOUTH OF THE SOUTH BRICK
 CS2827'PILLAR AT GATE ENTRANCE, 88 FEET WEST OF THE CENTER LINE
 CS2827'OF HIGHWAY, 68 FEET SOUTHWEST OF A POWER LINE POLE AND 1
 CS2827'FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.  THE DISK IS SET
 CS2827'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CS2827'GROUND.
 CS2827'
 CS2827'THE STATION WAS REACHED FROM THE JUNCTION OF LOOP 12 AND
 CS2827'STATE HIGHWAY 289 AT THE NORTH EDGE OF DALLAS, BY GOING
 CS2827'NORTH ON STATE HIGHWAY 289 FOR 8.3 MILES TO STATION ON THE LEFT.
 CS2827
 CS2827                          STATION RECOVERY (1966)
 CS2827
 CS2827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WEB)
 CS2827'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2
 CS2827'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 CS2827
 CS2827                          STATION RECOVERY (1974)
 CS2827
 CS2827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 CS2827'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 CS2827'REFERENCE MARK NO. 1 IS NOW APPROX. 8 INCHES BELOW GROUND
 CS2827'LEVEL.
 CS2827
 CS2827                          STATION RECOVERY (2001)
 CS2827
 CS2827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS2827'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1216 ***********************************************************************
 DM1216  DESIGNATION -  ADJ 03
 DM1216  PID         -  DM1216
 DM1216  STATE/COUNTY-  TX/BOWIE
 DM1216  USGS QUAD   -  LEARY (1975)
 DM1216
 DM1216                         *CURRENT SURVEY CONTROL
 DM1216  ___________________________________________________________________
 DM1216* NAD 83(1993)-  33 27 35.02037(N)    094 12 23.99852(W)     ADJUSTED  
 DM1216* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 DM1216  ___________________________________________________________________
 DM1216  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DM1216  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM1216
 DM1216  HORZ ORDER  -  SECOND
 DM1216
 DM1216.The horizontal coordinates were established by classical geodetic methods
 DM1216.and adjusted by the National Geodetic Survey in September 1999..
 DM1216
 DM1216.The orthometric height was scaled from a topographic map.
 DM1216
 DM1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1216
 DM1216.The geoid height was determined by GEOID03.
 DM1216
 DM1216;                    North         East     Units Scale Factor Converg.
 DM1216;SPC TXNC     - 2,206,988.428   998,980.297   MT  0.99989791   +2 20 29.6
 DM1216;SPC TXNC     - 7,240,761.20  3,277,487.86   sFT  0.99989791   +2 20 29.6
 DM1216;SPC AR S     -   490,171.826   194,878.423   MT  0.99996842   -1 14 06.2
 DM1216;SPC AR S     - 1,608,172.07    639,363.63   sFT  0.99996842   -1 14 06.2
 DM1216;UTM  15      - 3,702,905.407   387,863.204   MT  0.99975503   -0 39 55.3
 DM1216
 DM1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1216!SPC TXNC     -   0.99998601  x   0.99989791  =   0.99988393
 DM1216!SPC AR S     -   0.99998601  x   0.99996842  =   0.99995444
 DM1216!UTM  15      -   0.99998601  x   0.99975503  =   0.99974105
 DM1216
 DM1216                          SUPERSEDED SURVEY CONTROL
 DM1216
 DM1216  NAD 83(1993)-  33 27 35.02644(N)    094 12 23.99353(W) AD(       ) 2
 DM1216  NAD 83(1993)-  33 27 35.02612(N)    094 12 23.99184(W) AD(       ) 2
 DM1216  NAD 83(1986)-  33 27 35.02620(N)    094 12 23.97940(W) AD(       ) 2
 DM1216  NAD 27      -  33 27 34.58200(N)    094 12 23.27600(W) AD(       ) 2
 DM1216
 DM1216.Superseded values are not recommended for survey control.
 DM1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1216.See file dsdata.txt to determine how the superseded data were derived.
 DM1216
 DM1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8786302905(NAD 83)
 DM1216_MARKER: DB = BENCH MARK DISK
 DM1216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM1216_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DM1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1216
 DM1216  HISTORY     - Date     Condition        Report By
 DM1216  HISTORY     - 1952     MONUMENTED       USGS
 DM1216  HISTORY     - 1956     GOOD             CGS
 DM1216  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1216
 DM1216                          STATION DESCRIPTION
 DM1216
 DM1216'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (DAJ)
 DM1216'STATION IS LOCATED IN THE VILLAGE OF LEARY ALONG THE RIGHT OF
 DM1216'WAY OF U.S. HIGHWAY 82.  STATION IS 64 FEET SOUTH OF THE
 DM1216'CENTERLINE OF HIGHWAY, 40 FEET EAST OF DRIVEWAY, 24 FEET NORTH
 DM1216'OF NORTH RAILROAD TRACK AND 15 FEET SOUTH OF TELEPHONE POLE.
 DM1216'THE MARK IS A 4 INCH IRON PIPE WITH CAP, WHICH PROJECTS ABOUT
 DM1216'1 FOOT AND THE DISK IS STAMPED ADJ 03 1905.
 DM1216'
 DM1216'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION
 DM1216'STATION LEARY AND THE DISTANCE IS 755.23 FEET, 230.194 METERS
 DM1216'EAST SOUTHEAST.
 DM1216'
 DM1216'TO REACH FROM THE LEARY PUBLIC SCHOOL GO EAST ON U.S. HIGHWAY
 DM1216'82 FOR 0.15 MILE TO STATION ON RIGHT OR SOUTH SIDE OF ROAD
 DM1216'AS DESCRIBED.
 DM1216
 DM1216                          STATION RECOVERY (1956)
 DM1216
 DM1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1216'STATION WAS RECOVERED IN GOOD CONDITION AND LOCATION WAS AS
 DM1216'DESCRIBED.
 DM1216'
 DM1216'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1216
 DM1216                          STATION RECOVERY (1997)
 DM1216
 DM1216'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0849 ***********************************************************************
 GK0849  DESIGNATION -  ADOBE
 GK0849  PID         -  GK0849
 GK0849  STATE/COUNTY-  TX/HUTCHINSON
 GK0849  USGS QUAD   -  HOLT (1974)
 GK0849
 GK0849                         *CURRENT SURVEY CONTROL
 GK0849  ___________________________________________________________________
 GK0849* NAD 83(1993)-  36 00 16.38790(N)    101 09 40.06775(W)     ADJUSTED  
 GK0849* NAVD 88     -       962.     (meters)    3156.     (feet)  SCALED    
 GK0849  ___________________________________________________________________
 GK0849  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GK0849  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 GK0849
 GK0849  HORZ ORDER  -  FIRST
 GK0849
 GK0849.The horizontal coordinates were established by classical geodetic methods
 GK0849.and adjusted by the National Geodetic Survey in February 1996..
 GK0849
 GK0849.The orthometric height was scaled from a topographic map.
 GK0849
 GK0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0849
 GK0849.The geoid height was determined by GEOID03.
 GK0849
 GK0849;                    North         East     Units Scale Factor Converg.
 GK0849;SPC TX N     - 1,222,435.921   230,550.835   MT  0.99996319   +0 11 47.0
 GK0849;SPC TX N     - 4,010,608.52    756,398.86   sFT  0.99996319   +0 11 47.0
 GK0849;UTM  14      - 3,986,613.391   305,219.301   MT  1.00006750   -1 16 14.9
 GK0849
 GK0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0849!SPC TX N     -   0.99985324  x   0.99996319  =   0.99981643
 GK0849!UTM  14      -   0.99985324  x   1.00006750  =   0.99992073
 GK0849
 GK0849|---------------------------------------------------------------------|
 GK0849| PID    Reference Object                     Distance      Geod. Az  |
 GK0849|                                                           dddmmss.s |
 GK0849| CM7342 ADOBE RM 2                           24.155 METERS 09729     |
 GK0849| CM7341 ADOBE RM 1                           23.953 METERS 34640     |
 GK0849| CM7340 ADOBE AZ MK                                        3560005.4 |
 GK0849|---------------------------------------------------------------------|
 GK0849
 GK0849                          SUPERSEDED SURVEY CONTROL
 GK0849
 GK0849  NAD 83(1993)-  36 00 16.38803(N)    101 09 40.06798(W) AD(       ) 1
 GK0849  NAD 83(1986)-  36 00 16.39556(N)    101 09 40.05529(W) AD(       ) 1
 GK0849  NAD 27      -  36 00 16.26300(N)    101 09 38.49000(W) AD(       ) 1
 GK0849
 GK0849.Superseded values are not recommended for survey control.
 GK0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0849.See file dsdata.txt to determine how the superseded data were derived.
 GK0849
 GK0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0521986613(NAD 83)
 GK0849_MARKER: DS = TRIANGULATION STATION DISK
 GK0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0849
 GK0849  HISTORY     - Date     Condition        Report By
 GK0849  HISTORY     - 1951     MONUMENTED       CGS
 GK0849
 GK0849                          STATION DESCRIPTION
 GK0849
 GK0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 GK0849'THE STATION IS ABOUT 20 MILES NORTHEAST OF STINNETT, 10 MILES
 GK0849'EAST OF THE JUNCTION OF STATE HIGHWAY 117 AND FARM ROAD 279.
 GK0849'AND 6 MILES NORTHWEST OF THE CANADIAN RIVER.
 GK0849'
 GK0849'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 152
 GK0849'AND 117 IN STINNETT, GO NORTHEAST ON STATE HIGHWAY 117 FOR
 GK0849'15.65 MILES TO THE JUNCTION OF STATE HIGHWAY 117 AND FARM ROAD
 GK0849'279.  TURN RIGHT, EAST, ON FARM ROAD 279 AND GO 9.55 MILES TO
 GK0849'THE END OF THE PAVEMENT AND SIDE ROAD RIGHT.  TURN RIGHT, SOUTH,
 GK0849'ON DIRT ROAD AND GO 0.85 MILE TO A SMALL RISE AND AZIMUTH MARK
 GK0849'ON THE RIGHT.  CONTINUE AHEAD FOR 0.35 MILE TO A GATE IN THE
 GK0849'EAST FENCE LINE AND STATION SITE ON THE LEFT.
 GK0849'
 GK0849'THE STATION MARK IS STAMPED ADOBE 1951, AND PROJECTS 3 INCHES.
 GK0849'IT IS LOCATED 65 FEET NORTH-NORTHEAST OF A GATE.  56 FEET EAST
 GK0849'OF THE CENTER LINE OF THE ROAD.  AND 18 FEET EAST OF THE EAST
 GK0849'RIGHT-OF-WAY FENCE LINE.
 GK0849'
 GK0849'REFERENCE MARK NO. 1 IS STAMPED ADOBE NO 1 1951, AND PROJECTS
 GK0849'3 INCHES.  IT IS 1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE LINE.
 GK0849'
 GK0849'REFERENCE MARK NO. 2 IS STAMPED ADOBE NO 2 1951, AND IS FLUSH
 GK0849'WITH THE GROUND.  IT IS 97 FEET EAST OF THE EAST RIGHT-OF-WAY
 GK0849'FENCE LINE AND 69 FEET NORTH OF A DIM TRACK ROAD.
 GK0849'
 GK0849'THE AZIMUTH MARK IS STAMPED ADOBE 1951, AND PROJECTS 3 INCHES.
 GK0849'IT IS LOCATED 32 FEET WEST OF THE CENTER LINE OF THE ROAD.
 GK0849'4 FEET SOUTH OF A WHITE WITNESS POST.  AND 1 FOOT EAST OF
 GK0849'THE WEST RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0914 ***********************************************************************
 FM0914  DESIGNATION -  ADRIAN
 FM0914  PID         -  FM0914
 FM0914  STATE/COUNTY-  TX/OLDHAM
 FM0914  USGS QUAD   -  ADRIAN (1966)
 FM0914
 FM0914                         *CURRENT SURVEY CONTROL
 FM0914  ___________________________________________________________________
 FM0914* NAD 83(1993)-  35 16 01.16910(N)    102 44 17.77701(W)     ADJUSTED  
 FM0914* NAVD 88     -      1266.9    (meters)    4156.     (feet)  VERTCON   
 FM0914  ___________________________________________________________________
 FM0914  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 FM0914  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 FM0914
 FM0914  HORZ ORDER  -  THIRD
 FM0914
 FM0914.The horizontal coordinates were established by classical geodetic methods
 FM0914.and adjusted by the National Geodetic Survey in February 1996..
 FM0914
 FM0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0914
 FM0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0914
 FM0914.The geoid height was determined by GEOID03.
 FM0914
 FM0914;                    North         East     Units Scale Factor Converg.
 FM0914;SPC TX N     - 1,141,261.187    87,341.472   MT  0.99991433   -0 43 03.4
 FM0914;SPC TX N     - 3,744,287.74    286,552.81   sFT  0.99991433   -0 43 03.4
 FM0914;UTM  13      - 3,904,997.302   705,731.808   MT  1.00012164   +1 18 22.9
 FM0914
 FM0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0914!SPC TX N     -   0.99980499  x   0.99991433  =   0.99971934
 FM0914!UTM  13      -   0.99980499  x   1.00012164  =   0.99992661
 FM0914
 FM0914|---------------------------------------------------------------------|
 FM0914| PID    Reference Object                     Distance      Geod. Az  |
 FM0914|                                                           dddmmss.s |
 FM0914| CJ5590 ADRIAN RM 2                          26.903 METERS 06933     |
 FM0914| FM0912 ADRIAN WHEAT INC GRAIN ELEV         APPROX. 6.6 KM 0852627.4 |
 FM0914| FM0913 GRUHLKEY SIDING GRAIN ELEV          163.311 METERS 25123     |
 FM0914| CJ5588 ADRIAN AZ MK                                       2535129.7 |
 FM0914| CJ5589 ADRIAN RM 1                          45.686 METERS 34254     |
 FM0914|---------------------------------------------------------------------|
 FM0914
 FM0914                          SUPERSEDED SURVEY CONTROL
 FM0914
 FM0914  NAD 83(1993)-  35 16 01.17475(N)    102 44 17.76963(W) AD(       ) 3
 FM0914  NAD 83(1993)-  35 16 01.17594(N)    102 44 17.77134(W) AD(       ) 3
 FM0914  NAD 83(1986)-  35 16 01.17630(N)    102 44 17.76937(W) AD(       ) 3
 FM0914  NAD 27      -  35 16 00.98100(N)    102 44 15.99000(W) AD(       ) 3
 FM0914  NGVD 29 (07/28/98) 1266.3    (m)         4155.     (f) VERT ANG       
 FM0914
 FM0914.Superseded values are not recommended for survey control.
 FM0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0914.See file dsdata.txt to determine how the superseded data were derived.
 FM0914
 FM0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV0573204997(NAD 83)
 FM0914_MARKER: DS = TRIANGULATION STATION DISK
 FM0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0914
 FM0914  HISTORY     - Date     Condition        Report By
 FM0914  HISTORY     - 1953     MONUMENTED       CGS
 FM0914  HISTORY     - 1956     GOOD             CGS
 FM0914  HISTORY     - 1966     GOOD             USAF
 FM0914  HISTORY     - 1966     GOOD             USGS
 FM0914
 FM0914                          STATION DESCRIPTION
 FM0914
 FM0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0914'THE STATION IS LOCATED BETWEEN THE ROCK ISLAND RAILROAD AND
 FM0914'U.S. HIGHWAY 66.  IT IS ABOUT 3-1/2 MILES AIRLINE WEST OF ADRIAN
 FM0914'AND AT THE EAST END OF GRUHLKEY SIDING ON THE ROCK ISLAND
 FM0914'RAILROAD.
 FM0914'
 FM0914'THE STATION IS A STANDARD DISK STAMPED ADRIAN 1953 AND SET IN
 FM0914'THE TOP OF A 12-INCH CONCRETE SQUARE MONUMENT THAT PROJECTS 3
 FM0914'INCHES.  IT IS 45 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD,
 FM0914'126 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 FM0914'
 FM0914'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ADRIAN NO 1
 FM0914'1953 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 FM0914'THAT PROJECTS 7 INCHES.  IT IS 90 FEET NORTH OF THE NORTH RAIL
 FM0914'OF THE RAILROAD, 1 FOOT SOUTH OF A WIRE FENCE, AND ABOUT 1-1/2
 FM0914'FOOT HIGHER THAN THE STATION.
 FM0914'
 FM0914'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ADRIAN NO
 FM0914'2 1953 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 FM0914'THAT PROJECTS 6 INCHES.  IT IS 129 FEET NORTH OF THE CENTER LINE
 FM0914'OF THE HIGHWAY, 42 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD,
 FM0914'AND ABOUT THE SAME ELEVATION AS THE STATION.
 FM0914'
 FM0914'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ADRIAN 1953 AND SET
 FM0914'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FM0914'4 INCHES.  IT IS 39 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD,
 FM0914'18 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, AND 5-1/2 FEET
 FM0914'EAST OF A TELEGRAPH POLE.  TO REACH THE MARK FROM THE STATION GO
 FM0914'WEST ON U.S. HIGHWAY 66 FOR 0.35 MILE TO A TRACK ROAD RIGHT.
 FM0914'TURN RIGHT FOR 50 YARDS TO THE MARK ON THE LEFT.
 FM0914'
 FM0914'THE GRUHLKEY SIDING GRAIN ELEVATOR IS A METAL COVERED BUILDING
 FM0914'THAT IS 35 FEET SQUARE AT THE BASE AND 30 FEET TALL.  THERE IS
 FM0914'A SMALL ENGINE ROOM BUILT ON THE SOUTH SIDE OF THE BUILDING.
 FM0914'
 FM0914'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ADRIAN GO WESTERLY
 FM0914'ON U.S. HIGHWAY 66 FOR 4.0 MILES TO THE STATION ON THE RIGHT.
 FM0914'
 FM0914'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FM0914
 FM0914                          STATION RECOVERY (1956)
 FM0914
 FM0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 FM0914'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FM0914'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 FM0914'STATION SITE ARE CORRECT.
 FM0914
 FM0914                          STATION RECOVERY (1966)
 FM0914
 FM0914'RECOVERY NOTE BY US AIR FORCE 1966 (DEA)
 FM0914'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 FM0914
 FM0914                          STATION RECOVERY (1966)
 FM0914
 FM0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0914'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35102-3, STATION 1001.
 FM0914'RECOVERED BY USGS IN 1966.
 FM0914'STATION MARK--STANDARD USC AND GS DISK SET IN TOP OF CONCRETE POST,
 FM0914'STAMPED---ADRIAN 1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0912 ***********************************************************************
 FM0912  DESIGNATION -  ADRIAN WHEAT INC GRAIN ELEV
 FM0912  PID         -  FM0912
 FM0912  STATE/COUNTY-  TX/OLDHAM
 FM0912  USGS QUAD   -  ADRIAN (1966)
 FM0912
 FM0912                         *CURRENT SURVEY CONTROL
 FM0912  ___________________________________________________________________
 FM0912* NAD 83(1993)-  35 16 18.17772(N)    102 39 56.48079(W)     ADJUSTED  
 FM0912* NAVD 88     -                                                        
 FM0912  ___________________________________________________________________
 FM0912  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 FM0912  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 FM0912
 FM0912  HORZ ORDER  -  THIRD
 FM0912
 FM0912.The horizontal coordinates were established by classical geodetic methods
 FM0912.and adjusted by the National Geodetic Survey in February 1996..
 FM0912
 FM0912
 FM0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0912
 FM0912.The geoid height was determined by GEOID03.
 FM0912
 FM0912;                    North         East     Units Scale Factor Converg.
 FM0912;SPC TX N     - 1,141,704.996    93,950.908   MT  0.99991411   -0 40 32.0
 FM0912;SPC TX N     - 3,745,743.81    308,237.27   sFT  0.99991411   -0 40 32.0
 FM0912;UTM  13      - 3,905,674.418   712,322.923   MT  1.00015560   +1 20 54.5
 FM0912
 FM0912                          SUPERSEDED SURVEY CONTROL
 FM0912
 FM0912  NAD 83(1993)-  35 16 18.18357(N)    102 39 56.47377(W) AD(       ) 4
 FM0912  NAD 83(1993)-  35 16 18.18471(N)    102 39 56.47416(W) AD(       ) 4
 FM0912  NAD 83(1986)-  35 16 18.18485(N)    102 39 56.47237(W) AD(       ) 4
 FM0912  NAD 27      -  35 16 17.99000(N)    102 39 54.70100(W) AD(       ) 3
 FM0912
 FM0912.Superseded values are not recommended for survey control.
 FM0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0912.See file dsdata.txt to determine how the superseded data were derived.
 FM0912
 FM0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV1232305674(NAD 83)
 FM0912_MARKER: 65 = GRAIN ELEVATOR
 FM0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0912+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2003
 FM0912
 FM0912  HISTORY     - Date     Condition        Report By
 FM0912  HISTORY     - 1953     FIRST OBSERVED   CGS
 FM0912  HISTORY     - 20030907 GOOD             USPSQD
 FM0912
 FM0912                          STATION DESCRIPTION
 FM0912
 FM0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0912'THE ELEVATOR IS LOCATED IN THE SOUTHEAST PART OF THE VILLAGE
 FM0912'OF ADRIAN.
 FM0912'
 FM0912'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE 160 FEET HIGH, 120
 FM0912'FEET TO THE TOP OF THE TANKS WITH A 40 FOOT HEADHOUSE.  THE
 FM0912'CENTER OF THE HEADHOUSE WAS INTERSECTED.
 FM0912
 FM0912                          STATION RECOVERY (2003)
 FM0912
 FM0912'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 FM0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7852 ***********************************************************************
 AH7852  SACS        -  This is a Secondary Airport Control Station.
 AH7852  DESIGNATION -  ADS D
 AH7852  PID         -  AH7852
 AH7852  STATE/COUNTY-  TX/DALLAS
 AH7852  USGS QUAD   -  ADDISON (1981)
 AH7852
 AH7852                         *CURRENT SURVEY CONTROL
 AH7852  ___________________________________________________________________
 AH7852* NAD 83(1993)-  32 58 43.54051(N)    096 50 23.61981(W)     ADJUSTED  
 AH7852* NAVD 88     -       194.19   (meters)     637.1    (feet)  GPS OBS   
 AH7852  ___________________________________________________________________
 AH7852  X           -    -637,862.440 (meters)                     COMP
 AH7852  Y           -  -5,317,779.136 (meters)                     COMP
 AH7852  Z           -   3,452,074.242 (meters)                     COMP
 AH7852  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 AH7852  ELLIP HEIGHT-         167.73  (meters)          (08/08/01) GPS OBS
 AH7852  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH7852
 AH7852  HORZ ORDER  -  FIRST
 AH7852  ELLP ORDER  -  FOURTH    CLASS I
 AH7852
 AH7852.This mark is at Addison (ADS) Airport (ADS)
 AH7852
 AH7852.The horizontal coordinates were established by GPS observations
 AH7852.and adjusted by the National Geodetic Survey in March 1999..
 AH7852
 AH7852.The orthometric height was determined by GPS observations and a
 AH7852.high-resolution geoid model.
 AH7852
 AH7852.GPS derived orthometric heights for airport stations designated as
 AH7852.PACS or SACS are published to 2 decimal places.  This maintains
 AH7852.centimeter relative accuracy between the PACS and SACS.  It does
 AH7852.not indicate centimeter accuracy relative to other marks which are
 AH7852.part of the NAVD 88 network.
 AH7852
 AH7852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7852
 AH7852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7852
 AH7852.The ellipsoidal height was determined by GPS observations
 AH7852.and is referenced to NAD 83.
 AH7852
 AH7852.The geoid height was determined by GEOID03.
 AH7852
 AH7852;                    North         East     Units Scale Factor Converg.
 AH7852;SPC TXNC     - 2,146,723.655   755,153.267   MT  0.99987343   +0 54 19.5
 AH7852;SPC TXNC     - 7,043,042.52  2,477,532.01   sFT  0.99987343   +0 54 19.5
 AH7852;UTM  14      - 3,651,004.228   701,856.034   MT  1.00010242   +1 10 34.3
 AH7852
 AH7852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7852!SPC TXNC     -   0.99997367  x   0.99987343  =   0.99984710
 AH7852!UTM  14      -   0.99997367  x   1.00010242  =   1.00007608
 AH7852
 AH7852                          SUPERSEDED SURVEY CONTROL
 AH7852
 AH7852  ELLIP H (03/08/99)  167.81   (m)                       GP(       ) 4 1
 AH7852
 AH7852.Superseded values are not recommended for survey control.
 AH7852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7852.See file dsdata.txt to determine how the superseded data were derived.
 AH7852
 AH7852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0185651004(NAD 83)
 AH7852_MARKER: DH = HORIZONTAL CONTROL DISK
 AH7852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7852_STAMPING: ADS D 1999
 AH7852_MARK LOGO: NGS   
 AH7852_PROJECTION: FLUSH
 AH7852_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7852+STABILITY: SURFACE MOTION
 AH7852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7852+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AH7852
 AH7852  HISTORY     - Date     Condition        Report By
 AH7852  HISTORY     - 1999     MONUMENTED       NGS
 AH7852
 AH7852                          STATION DESCRIPTION
 AH7852
 AH7852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AH7852'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF INTERSTATE
 AH7852'HIGHWAY 625, ON THE NORTH SIDE OF DALLAS, IN ADDISON AND AT THE
 AH7852'ADDISON AIRPORT, ABOUT 122 M (400.3 FT) NNE OF THE CENTERLINE END OF
 AH7852'RUNWAY 15 AT THE NORTH END OF THE AIRFIELD.  OWNERSHIP--CITY OF
 AH7852'DALLAS, ADDISON AIRPORT OF TEXAS, INC.  4505 CLAIRE CHENNAULT, DALLAS,
 AH7852'TX 75248.  CONTACT MR ZANE RYAN, OPERATIONS MANAGER FOR PERMISSION TO
 AH7852'OCCUPY THIS STATION.  PHONE 214-248-7733 EXT.  105.  TO REACH THE
 AH7852'STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 635
 AH7852'AND STATE HIGHWAY 289, PRESTON ROAD, EXIT 21, ON THE NORTH SIDE OF
 AH7852'DALLAS, GO NORTH ON PRESTON ROAD FOR 2.56 KM (1.60 MI) TO A CROSSROAD.
 AH7852'TURN LEFT, WEST, ON BELT LINE ROAD FOR 2.42 KM (1.50 MI) TO A PAVED
 AH7852'ROAD RIGHT.  TURN RIGHT, NORTH, ON ADDISON ROAD FOR 1.32 KM (0.80 MI)
 AH7852'TO THE INTERSECTION OF AIRPORT PARKWAY, CONTINUE NORTHERLY ON ADDISON
 AH7852'ROAD FOR 1.12 KM (0.70 MI) TO THE INTERSECTION OF WEST GROVE DRIVE.
 AH7852'TURN LEFT, WEST ON WEST GROVE DRIVE FOR 0.24 KM (0.15 MI) TO CLAIRE
 AH7852'CHENNAULT DRIVE ON THE LEFT. TURN LEFT, SOUTH ON CLAIRE CHENNAULT
 AH7852'DRIVE FOR 0.32 KM (0.20 MI) TO A PAVED ROAD RIGHT LEADING TO THE
 AH7852'TERMINAL.  TURN RIGHT, NORTHWEST AND WEST, ON THE ROAD FOR 0.16 KM
 AH7852'(0.10 MI) TO A GATE ON THE NORTH SIDE OF THE TERMINAL.  PASS THROUGH
 AH7852'THE GATE AND GO WESTERLY ACROSS TERMINAL APRON TO TAXIWAY ALPHA.  TURN
 AH7852'RIGHT, NORTHERLY ON TAXIWAY ALPHA FOR 0.81 KM (0.50 MI) TO RUN UP AREA
 AH7852'AT THE NORTH END OF TAXIWAY ALPHA AND THE STATION JUST NORTH OF A
 AH7852'ASPHALT SERVICE ROAD. THE STATION IS LOCATED 79.9 M (262.1 FT) WEST OF
 AH7852'THE NORTH SOUTH PERIMETER FENCE, 20.2 M (66.3 FT) WEST-NORTHWEST FROM
 AH7852'THE FIRST TAXIWAY LIGHT EAST OF THE NORTHWEST CORNER OF THE RUN UP
 AH7852'AREA, 19.0 M (62.3 FT) NORTH OF THE NORTHWEST CORNER OF THE RUN UP
 AH7852'AREA AND 18.0 M (59.1 FT) NORTHEAST OF THE TAXIWAY LIGHT WEST OF THE
 AH7852'NORTHWEST CORNER OF THE RUN UP AREA AND SET FLUSH WITH THE GROUND.
 AH7852'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0373 ***********************************************************************
 AM0373  DESIGNATION -  AERMOTOR
 AM0373  PID         -  AM0373
 AM0373  STATE/COUNTY-  TX/MATAGORDA
 AM0373  USGS QUAD   -  CEDAR LAKES WEST (1972)
 AM0373
 AM0373                         *CURRENT SURVEY CONTROL
 AM0373  ___________________________________________________________________
 AM0373* NAD 83(1993)-  28 46 04.82911(N)    095 36 39.48671(W)     ADJUSTED  
 AM0373* NAVD 88     -         0.84   (+/-2cm)       2.8    (feet)  VERTCON   
 AM0373  ___________________________________________________________________
 AM0373  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AM0373  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0373
 AM0373  HORZ ORDER  -  SECOND
 AM0373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0373
 AM0373.The horizontal coordinates were established by classical geodetic methods
 AM0373.and adjusted by the National Geodetic Survey in February 1996..
 AM0373
 AM0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0373.The vertical order pertains to the NGVD 29 superseded value.
 AM0373
 AM0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0373
 AM0373.The geoid height was determined by GEOID03.
 AM0373
 AM0373;                    North         East     Units Scale Factor Converg.
 AM0373;SPC TXSC     - 4,108,382.929   930,882.681   MT  0.99991183   +1 39 37.2
 AM0373;SPC TXSC     -13,478,919.66  3,054,070.93   sFT  0.99991183   +1 39 37.2
 AM0373;UTM  15      - 3,185,079.955   245,078.383   MT  1.00040204   -1 15 26.1
 AM0373
 AM0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0373!SPC TXSC     -   1.00000401  x   0.99991183  =   0.99991584
 AM0373!UTM  15      -   1.00000401  x   1.00040204  =   1.00040605
 AM0373
 AM0373|---------------------------------------------------------------------|
 AM0373| PID    Reference Object                     Distance      Geod. Az  |
 AM0373|                                                           dddmmss.s |
 AM0373| CV5927 AERMOTOR RM 3                        42.447 METERS 13811     |
 AM0373| AM0375 AERMOTOR RM 2                        26.749 METERS 17019     |
 AM0373| AM0374 AERMOTOR RM 1                                      2252122.2 |
 AM0373| AM0487 MARIE                               APPROX. 8.2 KM 2403808.9 |
 AM0373| CV5928 AERMOTOR RM 4                        13.301 METERS 24936     |
 AM0373|---------------------------------------------------------------------|
 AM0373
 AM0373                          SUPERSEDED SURVEY CONTROL
 AM0373
 AM0373  NAD 83(1986)-  28 46 04.83762(N)    095 36 39.46737(W) AD(       ) 2
 AM0373  NAD 27      -  28 46 03.91100(N)    095 36 38.63900(W) AD(       ) 2
 AM0373  NGVD 29 (??/??/92)    0.88   (m)            2.9    (f) COMPUTED    2 0
 AM0373
 AM0373.Superseded values are not recommended for survey control.
 AM0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0373.See file dsdata.txt to determine how the superseded data were derived.
 AM0373
 AM0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM4507885080(NAD 83)
 AM0373_MARKER: DS = TRIANGULATION STATION DISK
 AM0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0373_STAMPING: AERMOTOR 1934
 AM0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0373+STABILITY: SURFACE MOTION
 AM0373
 AM0373  HISTORY     - Date     Condition        Report By
 AM0373  HISTORY     - 1934     MONUMENTED       CGS
 AM0373  HISTORY     - 1937     GOOD             CGS
 AM0373  HISTORY     - 1942     GOOD             CGS
 AM0373  HISTORY     - 1942     GOOD             NGS
 AM0373  HISTORY     - 1947     GOOD             CGS
 AM0373  HISTORY     - 1951     GOOD             SUNOCO
 AM0373  HISTORY     - 1952     MARK NOT FOUND   CGS
 AM0373  HISTORY     - 1952     MARK NOT FOUND   NGS
 AM0373  HISTORY     - 1954     MARK NOT FOUND   WESGEO
 AM0373  HISTORY     - 1957     SEE DESCRIPTION  CGS
 AM0373  HISTORY     - 1962     GOOD             CGS
 AM0373  HISTORY     - 1962     MARK NOT FOUND   CGS
 AM0373  HISTORY     - 1964     SEE DESCRIPTION  CGS
 AM0373  HISTORY     - 1964     SEE DESCRIPTION  CGS
 AM0373  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AM0373
 AM0373                          STATION DESCRIPTION
 AM0373
 AM0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0373'STATION IS LOCATED ABOUT 5 MILES SSE FROM SARGENT, ON THE
 AM0373'GULF BEACH, 200 METERS NW FROM THE GULF HIGH-WATER LINE, ABOUT
 AM0373'1/2 MILE SSE FROM CANY CREEK BRIDGE, 54.76 METERS NW FROM A LONE
 AM0373'WINDMILL, AT A POINT WHERE THE BEACH MAKES OFF INTO A MARSH,
 AM0373'AND 300 METERS NE FROM THE ROAD LEADING TO SARGENT.
 AM0373'
 AM0373'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AM0373'SET IN CONCRETE.
 AM0373'
 AM0373'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AM0373'CANY CREEK BRIDGE, 298 DEG AND WINDMILL (54.76 METERS), 140 DEG.
 AM0373'
 AM0373'HEIGHT OF LIGHT ABOVE STATION MARK - 6.7 METERS.
 AM0373
 AM0373                          STATION RECOVERY (1937)
 AM0373
 AM0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AM0373'STATION IS 140 METERS FROM THE HIGH-WATER LINE, APPROXIMATELY
 AM0373'1/2 MILE SSE FROM CANY CREEK BRIDGE, AND 210 METERS NE FROM
 AM0373'THE ROAD LEADING TO SARGENT.
 AM0373'
 AM0373'BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 AM0373'THE WINDMILL IS GONE.
 AM0373
 AM0373                          STATION RECOVERY (1942)
 AM0373
 AM0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AM0373'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AM0373'STATION IS ON THE GULF COAST, ABOUT 0.4 MILE SE FROM THE
 AM0373'SITE OF THE BRIDGE OVER THE INTRACOASTAL CANAL, ABOUT 0.15 MILE NE
 AM0373'FROM A CONCRETE SLAB AT THE EDGE OF THE GULF, ABOUT 150
 AM0373'FEET NW OF THE HIGH-WATER LINE ON THE SANDY BEACH, AND IS
 AM0373'SURROUNDED BY WOODEN 2- BY 4-INCH POSTS PROJECTING ABOUT 1.0
 AM0373'FOOT.  MARK IS STAMPED AERMOTOR 1934 AND IS ABOUT 0.2 FOOT
 AM0373'BELOW THE SURFACE OF THE BEACH.
 AM0373'
 AM0373'REFERENCE MARK 1 IS ABOUT 0.15 MILE SW OF THE STATION, ABOUT
 AM0373'76 FEET NW OF THE CONCRETE SLAB AT THE END OF THE ROAD ON
 AM0373'THE GULF EDGE, AND 57 FEET SW OF AND AT ABOUT THE SAME ELEVATION
 AM0373'AS THE CENTER LINE OF THE ROAD.  IT IS STAMPED AERMOTOR NO 1
 AM0373'1934 AND PROJECTS ABOUT 0.7 FOOT.  A SMALL DITCH IS UNDERMINING
 AM0373'THIS MARK AND IT MAY SOON BE LOST.
 AM0373'
 AM0373'REFERENCE MARK 2 IS ABOUT 225 YARDS NE OF THE OLD ROAD, 86.7
 AM0373'FEET NW OF THE STATION, ON THE GULF BEACH.  IT IS STAMPED
 AM0373'AERMOTOR NO 2 1934 AND PROJECTS ABOUT 0.2 FOOT.
 AM0373'
 AM0373'TO REACH THE STATION FROM THE POST OFFICE IN SARGENT, PROCEED
 AM0373'5.6 MILES SE ALONG COUNTY ROAD TO THE SITE OF THE STATION.
 AM0373
 AM0373                          STATION RECOVERY (1942)
 AM0373
 AM0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AM0373'5.6 MI SE FROM SARGENT.
 AM0373'TO REACH FROM THE POST OFFICE AT SARGENT-- PROCEED 5.6 MILES
 AM0373'SOUTHEASTERLY ALONG COUNTY ROAD TO THE SITE OF THE STATION.  STATION
 AM0373'IS ABOUT 0.4 MILE SOUTHEASTERLY FROM THE SITE OF BRIDGE OVER THE
 AM0373'INTERCOASTAL CANAL, ABOUT 0.15 MILE NORTHEASTERLY OF CONCRETE SLAB AT
 AM0373'EDGE OF GULF.  IT IS ABOUT 150.0 FEET NORTHWEST OF THE HIGHWATER LINE,
 AM0373'AND ON SANDY GULF BEACH.  IT IS SURROUNDED BY 2X4S PROJECTING ABOUT
 AM0373'1.0 FOOT ON ALL FOUR SIDES OF STATION.  THE MONUMENT IS ABOUT 0.2 FOOT
 AM0373'BELOW THE SURFACE OF BEACH.
 AM0373
 AM0373                          STATION RECOVERY (1947)
 AM0373
 AM0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0373'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION, EXCEPT AS
 AM0373'FOLLOWS--
 AM0373'
 AM0373'1.  THE STATION IS NOW 12 INCHES BELOW THE GROUND.
 AM0373'
 AM0373'2.  THE STATION IS 4 METERS SW OF A SAND ROAD THAT PARALLELS
 AM0373'THE BEACH.
 AM0373'
 AM0373'3.  A 2- BY 4-INCH BY 3-FOOT WOODEN POST IS SET 1 FOOT E OF
 AM0373'THE STATION MONUMENT AS A WITNESS POST.
 AM0373'
 AM0373'REFERENCE MARK 1 WAS NOT RECOVERED.  REFERENCE MARK 2 WAS
 AM0373'RECOVERED IN GOOD CONDITION, BUT IS NOW 15 INCHES UNDERGROUND.
 AM0373
 AM0373                          STATION RECOVERY (1951)
 AM0373
 AM0373'RECOVERY NOTE BY SUN OIL COMPANY 1951
 AM0373'STATION IS COVERED WITH APPROXIMATELY 4 FEET OF BEACH SAND
 AM0373'AND IN GOOD CONDITION.  A 4- BY 4-INCH POST PROJECTING 1-1/2
 AM0373'FEET ABOVE GROUND IS 4 FEET W OF STATION.
 AM0373
 AM0373                          STATION RECOVERY (1952)
 AM0373
 AM0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JL)
 AM0373'A THOROUGH SEARCH WAS MADE FOR ALL MARKS AT THIS SITE, AND NO
 AM0373'MARKS WERE FOUND.  THE WELL AND THE CONCRETE SLAB ARE NOW
 AM0373'GONE.  PART OF THE SLAB IS NOW VISIBLE AT LOW TIDE.  LOCAL
 AM0373'INFORMATION IS THAT THE MARKS WERE PROBABLY DESTROYED DURING
 AM0373'THE 1949 HURRICANE.
 AM0373
 AM0373                          STATION RECOVERY (1952)
 AM0373
 AM0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AM0373'MARK NOT FOUND.
 AM0373
 AM0373                          STATION RECOVERY (1954)
 AM0373
 AM0373'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 AM0373'SURFACE MARK AND REFERENCE MARK DESTROYED.  UNDERGROUND MARK
 AM0373'WAS RECOVERED.
 AM0373
 AM0373                          STATION RECOVERY (1957)
 AM0373
 AM0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 AM0373'THE STATION MARK WAS RECOVERED UNDER 3 FEET OF SAND.  REFERENCE
 AM0373'MARK NO. 1 IS LOST.  REFERENCE MARK NO. 2 WAS RECOVERED UNDER
 AM0373'2 FEET OF SAND.  ALL LOCAL FEATURES HAVE CHANGED AND NEW
 AM0373'DESCRIPTION IS AS FOLLOWS-
 AM0373'
 AM0373'STATION IS ABOUT 5 MILES SOUTH, SOUTHEAST FROM SARGENT, ON
 AM0373'THE GULF BEACH, ABOUT 0.4 MILE SOUTHEAST OF THE BRIDGE OVER
 AM0373'THE INTRACOASTAL CANAL AND 738 FEET NORTHEAST OF THE CENTERLINE
 AM0373'OF THE CONCRETE ROAD LEADING TO THE BEACH.  THE STATION IS AT
 AM0373'THE SOUTH EDGE OF THE MARSH GRASS AND ALONG THE EDGE OF THE
 AM0373'BEACH SAND AND 75 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 AM0373'HOUSE.
 AM0373'
 AM0373'THE ORIGINAL SURFACE MARK IS NOW UNDER ABOUT 3 FEET OF SAND.
 AM0373'A CONCRETE CYLINDER 14 INCHES IN DIAMETER AND ABOUT 30 INCHES
 AM0373'DEEP IS NOW OVER THE MARK WITH A BRONZE DISK STAMPED AERMOTOR
 AM0373'1934 1957 NEAR THE CENTER OF THE ROUNDED TOP, WAS CENTERED
 AM0373'OVER THE ORIGINAL MARK AND IS ABOUT FLUSH WITH THE SURFACE
 AM0373'OF THE SAND.  IT IS 3 FEET WEST OF A 6 X 6 POST 5 FEET HIGH
 AM0373'AND A 2 X 6 IS AT THE WEST EDGE OF THE MARK.  IT IS 26 FEET
 AM0373'NORTH OF A RUSTED IRON POST OF ANGLE IRON WHICH PROJECTS
 AM0373'ABOUT 1 FOOT.
 AM0373'
 AM0373'REFERENCE MARK NO. 2 IS A DISK STAMPED AERMOTOR 1934 NO. 2
 AM0373'IN A CONCRETE POST ABOUT 2 FEET BELOW THE SURFACE OF THE
 AM0373'SAND.  IT IS NORTH OF AN ASPHALT ROAD WHICH IS NOW UNDER 2
 AM0373'FEET OF SAND.
 AM0373'
 AM0373'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED AERMOTOR
 AM0373'1934 NO. 3 1957 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES,
 AM0373'2 FEET NORTH OF A 6 INCH POST WHICH PROJECTS ABOUT 3 FEET,
 AM0373'ALONG THE NORTH SIDE OF THE BURIED ROAD AND IS 163.75 FEET
 AM0373'NORTHEAST OF A BRACED POWER POLE WHICH IS WEST OF THE STATION.
 AM0373'
 AM0373'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED AERMOTOR 1934
 AM0373'NO. 4 1957 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES, 3
 AM0373'FEET NORTH OF A POWER POLE AND IS SOUTH OF THE BURIED ROAD.
 AM0373
 AM0373                          STATION RECOVERY (1962)
 AM0373
 AM0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 AM0373'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 AM0373'MARKS NUMBERS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.  THE STATION
 AM0373'MARK IS NOW ON THE APPROXIMATE LINE OF ORDINARY TIDE.  IT
 AM0373'PROJECTS 1 FOOT ABOVE THE SAND.
 AM0373'
 AM0373'TO REACH THE STATION FROM SARGENT VILLAGE, GO SOUTHEAST ON
 AM0373'THE BLACK TOP ROAD FOR 5.6 MILES TO THE END OF ROAD AT THE
 AM0373'BEACH.  TURN LEFT AND FOLLOW ALONG THE BEACH 0.15 MILE TO THE
 AM0373'STATION.
 AM0373
 AM0373                          STATION RECOVERY (1962)
 AM0373
 AM0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AM0373'NOT RECOVERED.
 AM0373'
 AM0373'THE HOUSE AND ALL WITNESS MARKS OF 1957 WERE DESTROYED BY THE
 AM0373'1961 HURRICANE.
 AM0373'
 AM0373'THERE IS EVIDENCE OF MUCH EROSION AND DESTRUCTION BY THIS
 AM0373'HURRICANE.  SOME HOUSE REMAINS (PILING) ARE NOT AT THE WATERS
 AM0373'EDGE, IT IS BELIEVED THE STATION WAS DESTROYED.
 AM0373
 AM0373                          STATION RECOVERY (1964)
 AM0373
 AM0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLA)
 AM0373'STATION WAS RECOVERED IN GOOD CONDITION.  STATION IS APPROX. AT
 AM0373'ORDINARY HIGH TIDE LINE AND 2-1/2 FEET BELOW SURFACE OF LOOSE
 AM0373'SAND AND GRAVEL.  R.M. 3 LYING ON GROUND.  NO SEARCH WAS
 AM0373'MADE FOR R.M. 2, BUT IT IS LIKELY OK UNDER SAND RIDGE.
 AM0373'
 AM0373'THIS MARK WAS IN GULF ABOUT 20 FT FROM SHORE IN JAN. 1962, AND IS
 AM0373'NOW SUBJECT TO DESTRUCTION BY UNUSUAL CURRENTS OR TIDES.
 AM0373'STATION IS S. 64 DEG 06 MIN E.  288.5 FT. FROM 1 IN I.P. COR.
 AM0373'MARKER BESIDE CREOSOTED POST AND IS 432 FT. S. 78 DEG 21 MIN E.
 AM0373'FROM MOST NORTHERLY WIDE FLANGE PILING OF TEXACOS COMPRESSOR
 AM0373'PLATFORM.  (BEARINGS CORRELATED WITH GRID AZIMUTH).
 AM0373
 AM0373                          STATION RECOVERY (1964)
 AM0373
 AM0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EKM)
 AM0373'STATION LOST.  NONE OF THE FEATURES OR WITNESS MARKS REFERRED
 AM0373'TO IN EARLIER DESCRIPTIONS REMAIN.  THE HOUSE REFERRED TO IN
 AM0373'EARLIER DESCRIPTION (1957) WAS DESTROYED IN HURRICANE CARLA,
 AM0373'SEPT. 1961.  ITS REMAINS NOW LIE BETWEEN THE HIGH AND LOW
 AM0373'WATER LINES.  IT IS ESTIMATED THE STATION USED TO LIE ON OR
 AM0373'SLIGHTLY BELOW THE PRESENT HIGH WATER LINE.  NO R.M.S WERE
 AM0373'RECOVERED.
 AM0373
 AM0373                          STATION RECOVERY (1969)
 AM0373
 AM0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0373'STATION MARK, REFERENCE MARKS NO. 2, NO. 3 AND NO. 4 WERE
 AM0373'SEARCHED FOR BUT NOT FOUND.  THE COORDINATES OF A MARKER IN
 AM0373'NEAR VICINITY OF STATION SITE WAS USED TO SEARCH FOR STATION.
 AM0373'IT WAS FOUND THAT ALL MARKS WERE ABOUT 200 FEET IN GULF.  THE
 AM0373'MARKS WERE PROBABLY DESTROYED DURING HURRICANES.
 AM0373'
 AM0373'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES
 AM0373'SOUTHEAST OF SARGENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0374 ***********************************************************************
 AM0374  DESIGNATION -  AERMOTOR RM 1
 AM0374  PID         -  AM0374
 AM0374  STATE/COUNTY-  TX/MATAGORDA
 AM0374  USGS QUAD   -  CEDAR LAKES WEST (1972)
 AM0374
 AM0374                         *CURRENT SURVEY CONTROL
 AM0374  ___________________________________________________________________
 AM0374* NAD 83(1986)-  28 46 00.     (N)    095 36 46.     (W)     SCALED    
 AM0374* NAVD 88     -         1.39   (+/-2cm)       4.6    (feet)  VERTCON   
 AM0374  ___________________________________________________________________
 AM0374  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0374
 AM0374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0374
 AM0374.The horizontal coordinates were scaled from a topographic map and have
 AM0374.an estimated accuracy of +/- 6 seconds.
 AM0374
 AM0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0374.The vertical order pertains to the NGVD 29 superseded value.
 AM0374
 AM0374.The geoid height was determined by GEOID03.
 AM0374
 AM0374;                    North         East    Units  Estimated Accuracy
 AM0374;SPC TXSC     - 4,108,230.      930,710.      MT  (+/- 180 meters Scaled)
 AM0374
 AM0374                          SUPERSEDED SURVEY CONTROL
 AM0374
 AM0374  NGVD 29 (??/??/92)    1.44   (m)            4.7    (f) COMPUTED    2 0
 AM0374
 AM0374.Superseded values are not recommended for survey control.
 AM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0374.See file dsdata.txt to determine how the superseded data were derived.
 AM0374
 AM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM448849(NAD 83)
 AM0374_MARKER: DR = REFERENCE MARK DISK
 AM0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0374_STAMPING: AERMOTOR NO. 1 1934
 AM0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0374+STABILITY: SURFACE MOTION
 AM0374
 AM0374  HISTORY     - Date     Condition        Report By
 AM0374  HISTORY     - 1934     MONUMENTED       CGS
 AM0374  HISTORY     - 1942     GOOD             NGS
 AM0374  HISTORY     - 1952     MARK NOT FOUND   NGS
 AM0374
 AM0374                          STATION DESCRIPTION
 AM0374
 AM0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AM0374'5.6 MI SE FROM SARGENT.
 AM0374'TO REACH FROM THE POST OFFICE AT SARGENT-- PROCEED 5.6 MILES
 AM0374'SOUTHEASTERLY ALONG COUNTY ROAD TO THE SITE OF THE STATION REFERENCE
 AM0374'MARK.  REFERENCE MARK IS ABOUT 0.15 MILE SOUTHWEST OF THE STATION,
 AM0374'ABOUT 76.0 FEET NORTHWEST OF CONCRETE SLAB AT THE END OF ROAD ON THE
 AM0374'GULF EDGE AND 57.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AM0374'THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 0.7 FOOT.
 AM0374
 AM0374                          STATION RECOVERY (1952)
 AM0374
 AM0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AM0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0375 ***********************************************************************
 AM0375  DESIGNATION -  AERMOTOR RM 2
 AM0375  PID         -  AM0375
 AM0375  STATE/COUNTY-  TX/MATAGORDA
 AM0375  USGS QUAD   -  CEDAR LAKES WEST (1972)
 AM0375
 AM0375                         *CURRENT SURVEY CONTROL
 AM0375  ___________________________________________________________________
 AM0375* NAD 83(1986)-  28 46 05.     (N)    095 36 40.     (W)     SCALED    
 AM0375* NAVD 88     -         0.76   (+/-2cm)       2.5    (feet)  VERTCON   
 AM0375  ___________________________________________________________________
 AM0375  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0375
 AM0375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0375
 AM0375.The horizontal coordinates were scaled from a topographic map and have
 AM0375.an estimated accuracy of +/- 6 seconds.
 AM0375
 AM0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0375.The vertical order pertains to the NGVD 29 superseded value.
 AM0375
 AM0375.The geoid height was determined by GEOID03.
 AM0375
 AM0375;                    North         East    Units  Estimated Accuracy
 AM0375;SPC TXSC     - 4,108,390.      930,870.      MT  (+/- 180 meters Scaled)
 AM0375
 AM0375                          SUPERSEDED SURVEY CONTROL
 AM0375
 AM0375  NGVD 29 (??/??/92)    0.80   (m)            2.6    (f) COMPUTED    2 0
 AM0375
 AM0375.Superseded values are not recommended for survey control.
 AM0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0375.See file dsdata.txt to determine how the superseded data were derived.
 AM0375
 AM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM450850(NAD 83)
 AM0375_MARKER: DR = REFERENCE MARK DISK
 AM0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0375_STAMPING: AERMOTOR NO.2 1934
 AM0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0375+STABILITY: SURFACE MOTION
 AM0375
 AM0375  HISTORY     - Date     Condition        Report By
 AM0375  HISTORY     - 1934     MONUMENTED       CGS
 AM0375  HISTORY     - 1942     GOOD             NGS
 AM0375
 AM0375                          STATION DESCRIPTION
 AM0375
 AM0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AM0375'5.6 MI SE FROM SARGENT.
 AM0375'TO REACH FROM THE POST OFFICE AT SARGENT-- PROCEED 5.6 MILES
 AM0375'SOUTHEASTERLY ALONG COUNTY ROAD TO THE SITE OF REFERENCE MARK.
 AM0375'REFERENCE MARK IS ABOUT 225.0 YARDS NORTHEAST OF OLD ROAD, 86.7 FEET
 AM0375'NORTHWEST OF THE STATION AND ON THE GULF BEACH.  THE MONUMENT PROJECTS
 AM0375'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2307 ***********************************************************************
 AH2307  DESIGNATION -  AERO T P SEC
 AH2307  PID         -  AH2307
 AH2307  STATE/COUNTY-  TX/DEAF SMITH
 AH2307  USGS QUAD   -  NORTON LAKE (1966)
 AH2307
 AH2307                         *CURRENT SURVEY CONTROL
 AH2307  ___________________________________________________________________
 AH2307* NAD 83(1993)-  35 00 04.52908(N)    102 51 04.62513(W)     ADJUSTED  
 AH2307* NAVD 88     -      1298.8    (meters)    4261.     (feet)  VERTCON   
 AH2307  ___________________________________________________________________
 AH2307  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AH2307  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AH2307
 AH2307  HORZ ORDER  -  THIRD
 AH2307
 AH2307.The horizontal coordinates were established by classical geodetic methods
 AH2307.and adjusted by the National Geodetic Survey in July 1998..
 AH2307
 AH2307.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2307
 AH2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2307
 AH2307.The geoid height was determined by GEOID03.
 AH2307
 AH2307;                    North         East     Units Scale Factor Converg.
 AH2307;SPC TX N     - 1,111,919.577    76,657.169   MT  0.99993715   -0 46 59.2
 AH2307;SPC TX N     - 3,648,022.81    251,499.40   sFT  0.99993715   -0 46 59.2
 AH2307;UTM  13      - 3,875,292.178   696,086.671   MT  1.00007390   +1 13 58.4
 AH2307
 AH2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2307!SPC TX N     -   0.99979998  x   0.99993715  =   0.99973715
 AH2307!UTM  13      -   0.99979998  x   1.00007390  =   0.99987387
 AH2307
 AH2307                          SUPERSEDED SURVEY CONTROL
 AH2307
 AH2307  NGVD 29 (07/28/98) 1298.2    (m)         4259.     (f) VERT ANG       
 AH2307
 AH2307.Superseded values are not recommended for survey control.
 AH2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2307.See file dsdata.txt to determine how the superseded data were derived.
 AH2307
 AH2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU9608775292(NAD 83)
 AH2307_MARKER: I = METAL ROD
 AH2307_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH2307
 AH2307  HISTORY     - Date     Condition        Report By
 AH2307  HISTORY     - 1966     MONUMENTED       USGS
 AH2307
 AH2307                          STATION DESCRIPTION
 AH2307
 AH2307'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2307'STATION LOCATED 11 MI. W. AND 2 MI. S. OF SIMMS, TEXAS, ON E. SIDE
 AH2307'COUNTY RD. IN TALL GRASS AREA, 145 FT. NWW. OF AERMOTOR WINDMILL, 72
 AH2307'FT. E. OF N-S. FENCE.
 AH2307'STATION MARK--COPPERWELD ROD PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0761 ***********************************************************************
 CC0761  DESIGNATION -  AEROGAS
 CC0761  PID         -  CC0761
 CC0761  STATE/COUNTY-  TX/PECOS
 CC0761  USGS QUAD   -  DIAMOND Y SPRING NE (1974)
 CC0761
 CC0761                         *CURRENT SURVEY CONTROL
 CC0761  ___________________________________________________________________
 CC0761* NAD 83(1993)-  31 08 28.75863(N)    102 47 16.91175(W)     ADJUSTED  
 CC0761* NAVD 88     -       766.0    (meters)    2513.     (feet)  VERTCON   
 CC0761  ___________________________________________________________________
 CC0761  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 CC0761  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CC0761
 CC0761  HORZ ORDER  -  FIRST
 CC0761
 CC0761.The horizontal coordinates were established by classical geodetic methods
 CC0761.and adjusted by the National Geodetic Survey in February 1996..
 CC0761
 CC0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0761
 CC0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0761
 CC0761.The geoid height was determined by GEOID03.
 CC0761
 CC0761;                    North         East     Units Scale Factor Converg.
 CC0761;SPC TX C     - 3,166,055.544   465,958.330   MT  0.99988471   -1 15 51.5
 CC0761;SPC TX C     -10,387,300.56  1,528,731.62   sFT  0.99988471   -1 15 51.5
 CC0761;UTM  13      - 3,447,369.901   710,880.451   MT  1.00014857   +1 08 39.6
 CC0761
 CC0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0761!SPC TX C     -   0.99988339  x   0.99988471  =   0.99976811
 CC0761!UTM  13      -   0.99988339  x   1.00014857  =   1.00003194
 CC0761
 CC0761|---------------------------------------------------------------------|
 CC0761| PID    Reference Object                     Distance      Geod. Az  |
 CC0761|                                                           dddmmss.s |
 CC0761| CH7803 AEROGAS RM 1                         27.438 METERS 04359     |
 CC0761| CH7804 AEROGAS RM 2                         30.693 METERS 13037     |
 CC0761| CC0762 AEROGAS RM A                         29.021 METERS 17611     |
 CC0761| CH7802 AEROGAS AZ MK 2                                    2353648.0 |
 CC0761| CH7801 AEROGAS AZ MK                                      2582844.0 |
 CC0761|---------------------------------------------------------------------|
 CC0761
 CC0761                          SUPERSEDED SURVEY CONTROL
 CC0761
 CC0761  NAD 83(1986)-  31 08 28.76124(N)    102 47 16.90462(W) AD(       ) 1
 CC0761  NAD 27      -  31 08 28.23200(N)    102 47 15.35500(W) AD(       ) 1
 CC0761  NGVD 29 (07/19/86)  765.7    (m)         2512.     (f) VERT ANG       
 CC0761
 CC0761.Superseded values are not recommended for survey control.
 CC0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0761.See file dsdata.txt to determine how the superseded data were derived.
 CC0761
 CC0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ1088047370(NAD 83)
 CC0761_MARKER: DS = TRIANGULATION STATION DISK
 CC0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0761+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 CC0761
 CC0761  HISTORY     - Date     Condition        Report By
 CC0761  HISTORY     - 1935     MONUMENTED       CGS
 CC0761  HISTORY     - 1938     GOOD             TXGS
 CC0761  HISTORY     - 1968     GOOD             CGS
 CC0761  HISTORY     - 1970     GOOD             USAF
 CC0761  HISTORY     - 1974     GOOD             USGS
 CC0761  HISTORY     - 20010821 GOOD             INDIV
 CC0761
 CC0761                          STATION DESCRIPTION
 CC0761
 CC0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0761'STATION IS ABOUT 18 MILES NE OF FT. STOCKTON AND IS IN SECTION
 CC0761'54 OF BLOCK 10.  THE STATION IS ON PROPERTY BELONGING TO THE
 CC0761'AEROGAS REFINING COMPANY AND IS ABOUT 1/3 MILE N OF THEIR REFINERY.
 CC0761'IT IS ABOUT 100 YARDS E OF TWO LONE OIL TANKS.  ALSO IT IS 89
 CC0761'FEET NNE OF A TRAIL AND 101 FEET SE OF ANOTHER TRAIL.  THE
 CC0761'MARK PROJECTS 6 INCHES.
 CC0761'
 CC0761'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0761'DISK STATION MARKS SET IN CONCRETE.
 CC0761'
 CC0761'REFERENCE MARK NO. 1 IS NE OF THE STATION AND PROJECTS 6 INCHES.
 CC0761'
 CC0761'REFERENCE MARK NO. 2 IS SE OF THE STATION AND PROJECTS 4 INCHES.
 CC0761'
 CC0761'THE AZIMUTH MARK IS ABOUT 0.4 MILE W OF THE STATION.  IT IS
 CC0761'26-1/2 FEET W OF THE CENTER OF THE MAIN FT. STOCKTON ROAD,
 CC0761'AND 1-1/2 FEET E OF THE FENCE ON THE W SIDE OF THE ROAD AT A
 CC0761'POINT 28 FEET S OF THE T-ROAD INTERSECTION WHERE A TRAIL
 CC0761'ENTERS THE AEROGAS PROPERTY ABOUT 1/3 MILE N OF THE REFINERY.
 CC0761'THE MARK PROJECTS 3 INCHES.
 CC0761'
 CC0761'THE STATION IS REACHED FROM THE RAILROAD STATION IN FT. STOCKTON
 CC0761'BY GOING N ON A PAVED ROAD 5.3 MILES.  TAKE THE RIGHT FORK AND
 CC0761'GO NORTHEASTERLY 8.3 MILES.  CROSS THE CATTLE GUARD AND GO
 CC0761'EASTERLY 1.0 MILE TO A FORKS.  TAKE THE LEFT FORK AND GO
 CC0761'NORTHERLY 5.6 MILES TO A POINT ABOUT 1/3 MILE N OF THE AEROGAS
 CC0761'REFINERY ON THE E SIDE OF THE ROAD.  TURN OFF THE MAIN ROAD
 CC0761'AND TAKE A TRAIL EASTERLY 0.4 MILE TO THE STATION.
 CC0761'
 CC0761'A 20-FOOT TOWER WAS ERECTED.
 CC0761
 CC0761                          STATION RECOVERY (1938)
 CC0761
 CC0761'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 CC0761'STATION RECOVERED IN GOOD CONDITION.
 CC0761
 CC0761                          STATION RECOVERY (1968)
 CC0761
 CC0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0761'THE STATION WAS RECOVERED WITH THE STATION MARK AND REFERENCE MARK
 CC0761'ONE AND TWO IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 CC0761'DESTROYED BY ROAD CONSTRUCTION SO A NEW AZIMUTH MARK WAS SET.  THE
 CC0761'AEROGAS REFINERY MENTIONED IN 1935 IS NOT IN OPERATION AND THE
 CC0761'BUILDINGS ARE IN DISREPAIR.  A COMPLETE DESCRIPTION FOLLOWS--
 CC0761'
 CC0761'THE STATION IS LOCATED IN THE PECOS VALLEY OIL FIELD, 18 MILES
 CC0761'NORTH-NORTHEAST OF FT. STOCKTON, 15 MILES SOUTH-SOUTHEAST OF
 CC0761'GRANDFALLS AND 0.4 MILE EAST OF FARM ROAD 1053.
 CC0761'
 CC0761'TO REACH THE STATION FROM THE IMPORTANT HIGHWAY JUNCTION OF
 CC0761'U.S. 385, U.S. 290, U.S. 67, U.S. 285 AND FARM ROAD 1053 NEAR THE
 CC0761'EAST EDGE OF FT. STOCKTON AND JUST SOUTH OF THE SANTA FE RAILROAD
 CC0761'DEPOT GO NORTH ON FARM ROAD 1053 (WHICH IS ALSO N. MAIN ST.) FOR
 CC0761'14.8 MILES TO A RAILROAD CROSSING.  CONTINUE NORTH ON FARM ROAD
 CC0761'1053 FOR 3.1 MILES TO A SIDE ROAD ON THE RIGHT, A CATTLE GUARD,
 CC0761'A SIGN READING PRIVATE ROAD AA RANCH CO., AND THE AZIMUTH MARK
 CC0761'AT THE NORTH END OF THE CATTLE GUARD.  TURN RIGHT AND GO EAST
 CC0761'ON UNIMPROVED ROAD 0.3 MILE TO A FORK.  TAKE THE LEFT FORK
 CC0761'AND CONTINUE EAST 0.1 MILE TO OLD ABANDONED TIN BUILDINGS
 CC0761'AND OIL FIELD EQUIPMENT.  TURN LEFT AND GO NORTH 0.2 MILE TO
 CC0761'A DIM FORK AND STATION ON THE RIGHT.
 CC0761'
 CC0761'THE STATION MARK IS A STANDARD DISK STAMPED AEROGAS 1935 CEMENTED
 CC0761'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 CC0761'6 INCHES ABOVE GROUND.  IT IS 38 FEET SOUTH OF A 3-INCH PIPE LINE
 CC0761'AND 2 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 CC0761'
 CC0761'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AEROGAS NO 1
 CC0761'1935 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CC0761'PROJECTING 8 INCHES ABOVE GROUND.  IT IS 8.5 FEET SOUTHEAST OF A
 CC0761'3-INCH PIPE LINE.
 CC0761'
 CC0761'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AEROGAS NO
 CC0761'2 1935 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CC0761'PROJECTING 6 INCHES ABOVE GROUND.
 CC0761'
 CC0761'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AEROGAS AZ 2 1968
 CC0761'CEMENTED IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CC0761'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 92.3 FEET EAST OF THE
 CC0761'CENTERLINE OF FARM ROAD 1053, 15.5 FEET NORTH OF THE CENTER OF
 CC0761'THE CATTLE GUARD, AND 1 FOOT NORTHWEST OF A METAL WITNESS POST
 CC0761'WITH SIGN.
 CC0761
 CC0761                          STATION RECOVERY (1970)
 CC0761
 CC0761'RECOVERY NOTE BY US AIR FORCE 1970 (SML)
 CC0761'AEROGAS - MAIN MARK-GOOD CONDITION AS DESCRIBED IN 1935 BY
 CC0761'W.R.P.
 CC0761'
 CC0761'AEROGAS NO 1 1935 - RM 1-GOOD CONDITION AS DESCRIBED IN 1935 BY
 CC0761'W.R.P.*
 CC0761'
 CC0761'AEROGAS NO 2 1935 - RM 2-GOOD CONDITION AS DESCRIBED IN 1935
 CC0761'BY W.R.P.*
 CC0761'
 CC0761'AEROGAS AZ 2, 1968 - AZIMUTH MARK-GOOD CONDITION*
 CC0761'
 CC0761'*R.M. 1 PROJECTS 7 INCHES INSTEAD OF 6 INCHES.
 CC0761'
 CC0761'R.M. 2 PROJECTS 6 INCHES INSTEAD OF 4 INCHES.
 CC0761'
 CC0761'AZIMUTH MARK-APPRX 0.6 MILES WEST OF STATION, 26 FEET EAST
 CC0761'OF FARM ROAD 1053 AND ONE (1) FOOT NORTH OF CATTLE GUARD.  MARK
 CC0761'PROJECTS 6 INCHES AND IS IDENTIFIED BY A 4 FOOT WITNESS POST.
 CC0761'
 CC0761'AEROGAS RM A 1968 - RM A PROJECTS 4 INCHES AND IN
 CC0761'GOOD CONDITION.
 CC0761'
 CC0761'FOR STATION AND ROUTE DESCRIPTION, SEE ATTACHMENT.
 CC0761'
 CC0761'STATION DESCRIPTION--STATION AEROGAS IS LOCATED 46 MILES E/SE
 CC0761'OF PECOS AND 17.5 MILES N/NE OF FORT STOCKTON ABOUT 0.33
 CC0761'MILES NORTH OF THE OLD AEROGAS REFINERY CO. AND 240 FEET EAST OF
 CC0761'SANDY GRAVEL ROAD IN A FLAT SANDY AREA WITH 3-4 FOOT SCATTERED
 CC0761'BRUSH.  STATION IS MARKED BY A 4 FOOT HIGH WITNESS POST.
 CC0761'
 CC0761'REVISED ROUTE DESCRIPTION--TO REACH THE STATION FROM THE
 CC0761'JUNCTION OF U.S. HIGHWAYS 67, 285, 290, 385 AND FARM ROAD
 CC0761'1053 (MAIN STREET) IN FORT STOCKTON, PROCEED NORTH ON 1053 FOR
 CC0761'15.45 MILES TO RAILROAD CROSSING THEN 3.25 MILES TO SANDY ROAD
 CC0761'ON RIGHT WITH CATTLE GUARD.  TURN RIGHT (EAST) AND PROCEED OVER
 CC0761'CATTLE GUARD AND PAST AZIMUTH MARK FOR 0.3 MILES TO A Y IN
 CC0761'ROAD.  TAKE LEFT FORK AND CONTINUE EAST THEN NORTH AROUND
 CC0761'CURVE, PASSING OLD AEROGAS REFINERY, FOR 0.33 MILES TO AN
 CC0761'OLD PUMP ON RIGHT SIDE OF ROAD.  STATION IS LOCATED
 CC0761'APPROXIMATELY 240 FEET E/SE FROM PUMP.
 CC0761
 CC0761                          STATION RECOVERY (1974)
 CC0761
 CC0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DPA)
 CC0761'TO REACH THE STATION FROM THE IMPORTANT HIGHWAY JUNCTION OF U.S.
 CC0761'385, U.S. 290, U.S. 67, U.S. 285 AND FARM ROAD 1053 NEAR THE
 CC0761'E EDGE OF FT. STOCKTON AND JUST S. OF THE SANTA FE RAILROAD
 CC0761'DEPOT GO N ON FR 1053 FOR 17.9 MILES TO A ROAD E ACROSS A
 CC0761'CATTLEGUARD, AND THE AZIMUTH MARK AT THE N END OF THE
 CC0761'CATTLEGUARD.  TURN RIGHT AND GO EAST ON UNIMPROVED ROAD 0.3 MILE
 CC0761'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE E 0.1 MILE TO OLD
 CC0761'ABANDONED TIN BUILDINGS AND OIL FIELD EQUIPMENT.  TURN
 CC0761'LEFT AND GO N 0.2 MILE TO A DIM FORK AND STATION TO THE
 CC0761'RIGHT.  STATION IS 400 NE OF GAS WELL AND 245 FT SE OF A
 CC0761'OIL WELL.
 CC0761
 CC0761                          STATION RECOVERY (2001)
 CC0761
 CC0761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AMW)
 CC0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0762 ***********************************************************************
 CC0762  DESIGNATION -  AEROGAS RM A
 CC0762  PID         -  CC0762
 CC0762  STATE/COUNTY-  TX/PECOS
 CC0762  USGS QUAD   -  DIAMOND Y SPRING NE (1974)
 CC0762
 CC0762                         *CURRENT SURVEY CONTROL
 CC0762  ___________________________________________________________________
 CC0762* NAD 83(1993)-  31 08 27.81840(N)    102 47 16.83883(W)     ADJUSTED  
 CC0762* NAVD 88     -       766.0    (meters)    2513.     (feet)  VERTCON   
 CC0762  ___________________________________________________________________
 CC0762  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 CC0762  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CC0762
 CC0762  HORZ ORDER  -  FIRST
 CC0762
 CC0762.The horizontal coordinates were established by classical geodetic methods
 CC0762.and adjusted by the National Geodetic Survey in February 1996..
 CC0762
 CC0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0762
 CC0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0762
 CC0762.The geoid height was determined by GEOID03.
 CC0762
 CC0762;                    North         East     Units Scale Factor Converg.
 CC0762;SPC TX C     - 3,166,026.555   465,959.622   MT  0.99988470   -1 15 51.5
 CC0762;SPC TX C     -10,387,205.46  1,528,735.86   sFT  0.99988470   -1 15 51.5
 CC0762;UTM  13      - 3,447,340.984   710,882.961   MT  1.00014858   +1 08 39.6
 CC0762
 CC0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0762!SPC TX C     -   0.99988339  x   0.99988470  =   0.99976810
 CC0762!UTM  13      -   0.99988339  x   1.00014858  =   1.00003195
 CC0762
 CC0762:                Primary Azimuth Mark                     Grid Az
 CC0762:SPC TX C     -  BALDRIDGE                                118 58 46.0
 CC0762:UTM  13      -  BALDRIDGE                                116 34 14.9
 CC0762
 CC0762|---------------------------------------------------------------------|
 CC0762| PID    Reference Object                     Distance      Geod. Az  |
 CC0762|                                                           dddmmss.s |
 CC0762| CC0758 BALDRIDGE                           APPROX.17.4 KM 1174254.5 |
 CC0762| CC0761 AEROGAS                              29.021 METERS 35611     |
 CC0762|---------------------------------------------------------------------|
 CC0762
 CC0762                          SUPERSEDED SURVEY CONTROL
 CC0762
 CC0762  NAD 83(1986)-  31 08 27.82110(N)    102 47 16.83171(W) AD(       ) 1
 CC0762  NAD 27      -  31 08 27.29176(N)    102 47 15.28207(W) AD(       ) 1
 CC0762  NGVD 29 (07/19/86)  765.7    (m)         2512.     (f) VERT ANG       
 CC0762
 CC0762.Superseded values are not recommended for survey control.
 CC0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0762.See file dsdata.txt to determine how the superseded data were derived.
 CC0762
 CC0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ1088347341(NAD 83)
 CC0762_MARKER: DS = TRIANGULATION STATION DISK
 CC0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0762+STABILITY: SURFACE MOTION
 CC0762
 CC0762  HISTORY     - Date     Condition        Report By
 CC0762  HISTORY     - 1968     MONUMENTED       CGS
 CC0762
 CC0762                          STATION DESCRIPTION
 CC0762
 CC0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0762'THE STATION IS LOCATED IN THE PECOS VALLEY OIL FIELD, 18 MILES
 CC0762'NORTH-NORTHEAST OF FT. STOCKTON, 15 MILES SOUTH-SOUTHWEST OF
 CC0762'GRANDFALLS AND 0.4 MILE EAST OF FARM ROAD 1053.
 CC0762'
 CC0762'THE STATION MARK IS A STANDARD DISK, STAMPED AEROGAS RM A 1968,
 CC0762'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4
 CC0762'INCHES.  IT IS 146 FEET EAST OF THE CENTER OF A FIELD ROAD, 94.2
 CC0762'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED
 CC0762'AND 4.6 FEET EAST-NORTHEAST OF A METAL WITNESS POST WITH SIGN
 CC0762'ATTACHED.
 CC0762'
 CC0762'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CC0762'AEROGAS 1935.
 CC0762'
 CC0762'FOR A ROUTE TO REACH THE STATION, SEE THE DESCRIPTION FOR
 CC0762'AEROGAS 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3293 ***********************************************************************
 AW3293  DESIGNATION -  AF
 AW3293  PID         -  AW3293
 AW3293  STATE/COUNTY-  TX/HARRIS
 AW3293  USGS QUAD   -  SETTEGAST (1995)
 AW3293
 AW3293                         *CURRENT SURVEY CONTROL
 AW3293  ___________________________________________________________________
 AW3293* NAD 83(1986)-  29 45 15.     (N)    095 20 53.     (W)     SCALED    
 AW3293* NAVD 88     -        15.11   (+/-2cm)      49.6    (feet)  VERTCON   
 AW3293  ___________________________________________________________________
 AW3293  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW3293
 AW3293  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3293
 AW3293.The horizontal coordinates were scaled from a topographic map and have
 AW3293.an estimated accuracy of +/- 6 seconds.
 AW3293
 AW3293.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3293.The vertical order pertains to the NGVD 29 superseded value.
 AW3293
 AW3293.The geoid height was determined by GEOID03.
 AW3293
 AW3293;                    North         East    Units  Estimated Accuracy
 AW3293;SPC TXSC     - 4,218,400.      953,130.      MT  (+/- 180 meters Scaled)
 AW3293
 AW3293                          SUPERSEDED SURVEY CONTROL
 AW3293
 AW3293  NGVD 29 (??/??/92)   15.104  (m)           49.55   (f) ADJ UNCH    1 2
 AW3293
 AW3293.Superseded values are not recommended for survey control.
 AW3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3293.See file dsdata.txt to determine how the superseded data were derived.
 AW3293
 AW3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN729938(NAD 83)
 AW3293_MARKER: Z = SEE DESCRIPTION
 AW3293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3293_SP_SET: TREE
 AW3293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3293
 AW3293  HISTORY     - Date     Condition        Report By
 AW3293  HISTORY     - UNK      MONUMENTED       CGS
 AW3293  HISTORY     - 1959     GOOD             NGS
 AW3293  HISTORY     - 20040515 MARK NOT FOUND   USPSQD
 AW3293
 AW3293                          STATION DESCRIPTION
 AW3293
 AW3293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3293'0.75 MI SE FROM HOUSTON.
 AW3293'TREE MARK AF IS IN THE NORTH ROOT OF THE TREE 13 1/2 FT. NW OF BM Z
 AW3293'1144.
 AW3293
 AW3293                          STATION RECOVERY (2004)
 AW3293
 AW3293'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2711 ***********************************************************************
 BY2711  DESIGNATION -  AFTON
 BY2711  PID         -  BY2711
 BY2711  STATE/COUNTY-  TX/CHEROKEE
 BY2711  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY2711
 BY2711                         *CURRENT SURVEY CONTROL
 BY2711  ___________________________________________________________________
 BY2711* NAD 83(1993)-  31 58 28.69708(N)    095 10 37.00280(W)     ADJUSTED  
 BY2711* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 BY2711  ___________________________________________________________________
 BY2711  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BY2711  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BY2711
 BY2711  HORZ ORDER  -  THIRD
 BY2711
 BY2711.The horizontal coordinates were established by classical geodetic methods
 BY2711.and adjusted by the National Geodetic Survey in February 1996..
 BY2711
 BY2711.The orthometric height was scaled from a topographic map.
 BY2711
 BY2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2711
 BY2711.The geoid height was determined by GEOID03.
 BY2711
 BY2711;                    North         East     Units Scale Factor Converg.
 BY2711;SPC TX C     - 3,267,158.830 1,187,215.444   MT  1.00002580   +2 39 21.0
 BY2711;SPC TX C     -10,719,003.59  3,895,056.00   sFT  1.00002580   +2 39 21.0
 BY2711;SPC TXNC     - 2,039,119.995   914,054.903   MT  1.00004773   +1 48 44.6
 BY2711;SPC TXNC     - 6,690,012.85  2,998,861.79   sFT  1.00004773   +1 48 44.6
 BY2711;UTM  15      - 3,539,694.497   294,297.406   MT  1.00012186   -1 09 11.5
 BY2711
 BY2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2711!SPC TX C     -   0.99998547  x   1.00002580  =   1.00001127
 BY2711!SPC TXNC     -   0.99998547  x   1.00004773  =   1.00003320
 BY2711!UTM  15      -   0.99998547  x   1.00012186  =   1.00010733
 BY2711
 BY2711|---------------------------------------------------------------------|
 BY2711| PID    Reference Object                     Distance      Geod. Az  |
 BY2711|                                                           dddmmss.s |
 BY2711| CV7982 AFTON RM 1                            6.718 METERS 17606     |
 BY2711| CV7981 AFTON AZ MK                                        2653751.5 |
 BY2711| CV7983 AFTON RM 2                           14.124 METERS 30923     |
 BY2711|---------------------------------------------------------------------|
 BY2711
 BY2711                          SUPERSEDED SURVEY CONTROL
 BY2711
 BY2711  NAD 83(1986)-  31 58 28.70671(N)    095 10 36.98878(W) AD(       ) 3
 BY2711  NAD 27      -  31 58 28.10600(N)    095 10 36.19890(W) AD(       ) 3
 BY2711
 BY2711.Superseded values are not recommended for survey control.
 BY2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2711.See file dsdata.txt to determine how the superseded data were derived.
 BY2711
 BY2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR9429739694(NAD 83)
 BY2711_MARKER: DS = TRIANGULATION STATION DISK
 BY2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2711
 BY2711  HISTORY     - Date     Condition        Report By
 BY2711  HISTORY     - 1958     MONUMENTED       CGS
 BY2711  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 BY2711  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2711
 BY2711                          STATION DESCRIPTION
 BY2711
 BY2711'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2711'STATION IS LOCATED ABOUT 5.0 MILES WEST OF THE SMALL SETTLEMENT
 BY2711'OF NEW SUMMERFIELD AND ABOUT 3.0 MILES EAST OF JACKSONVILLE.
 BY2711'IT IS 86 FEET SOUTH OF U.S. HIGHWAY 49, 19 FEET EAST OF A DIM
 BY2711'TRACK ROAD, 3 FEET SOUTHWEST OF A WHITE WITNESS POST AND 2 FEET
 BY2711'WEST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 3 INCHES ABOVE
 BY2711'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED AFTON 1958.
 BY2711'
 BY2711'REFERENCE MARK NUMBER ONE IS 20 FEET EAST OF THE DIM TRACK
 BY2711'ROAD AND 1 FOOT WEST OF THE FENCE LINE.  THE MARK PROJECTS
 BY2711'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK
 BY2711'IS STAMPED AFTON NO 1 1958.
 BY2711'
 BY2711'REFERENCE MARK NUMBER TWO IS 53 FEET SOUTH OF THE CENTER
 BY2711'OF U.S. HIGHWAY 79.  1 FOOT SOUTHWEST OF A POWER LINE POLE.
 BY2711'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 BY2711'AFTON NO 2 1958.
 BY2711'
 BY2711'AZIMUTH MARK IS 41 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 BY2711'79, 23 FEET SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT EAST
 BY2711'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES
 BY2711'AND THE DISK IS STAMPED AFTON 1958.
 BY2711'
 BY2711'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S. HIGHWAY
 BY2711'79 FOR 0.8 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 BY2711'
 BY2711'TO REACH THE STATION FROM THE POST OFFICE AND THE JUNCTION
 BY2711'OF STATE HIGHWAY 110 AND U.S. HIGHWAY 79 IN THE SMALL SETTLEMENT
 BY2711'OF NEW SUMMERFIELD GO WEST ON U.S. HIGHWAY 79 FOR 4.8 MILE TO THE
 BY2711'STATION ON THE LEFT.
 BY2711'
 BY2711'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BY2711
 BY2711                          STATION RECOVERY (1991)
 BY2711
 BY2711'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 BY2711'MARK NOT FOUND.
 BY2711
 BY2711                          STATION RECOVERY (1996)
 BY2711
 BY2711'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5452 ***********************************************************************
 AA5452  SACS        -  This is a Secondary Airport Control Station.
 AA5452  DESIGNATION -  AFW A
 AA5452  PID         -  AA5452
 AA5452  STATE/COUNTY-  TX/TARRANT
 AA5452  USGS QUAD   -  JUSTIN (1978)
 AA5452
 AA5452                         *CURRENT SURVEY CONTROL
 AA5452  ___________________________________________________________________
 AA5452* NAD 83(1993)-  33 00 03.73991(N)    097 19 11.37644(W)     ADJUSTED  
 AA5452* NAVD 88     -       218.40   (meters)     716.5    (feet)  GPS OBS   
 AA5452  ___________________________________________________________________
 AA5452  X           -    -682,214.440 (meters)                     COMP
 AA5452  Y           -  -5,310,934.404 (meters)                     COMP
 AA5452  Z           -   3,454,159.122 (meters)                     COMP
 AA5452  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 AA5452  ELLIP HEIGHT-         190.68  (meters)          (06/21/01) GPS OBS
 AA5452  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AA5452
 AA5452  HORZ ORDER  -  FIRST
 AA5452  ELLP ORDER  -  FOURTH    CLASS II
 AA5452
 AA5452.This mark is at Fort Worth Alliance (AFW) Airport (AFW)
 AA5452
 AA5452.The horizontal coordinates were established by GPS observations
 AA5452.and adjusted by the National Geodetic Survey in November 1996..
 AA5452
 AA5452.The orthometric height was determined by GPS observations and a
 AA5452.high-resolution geoid model.
 AA5452
 AA5452.GPS derived orthometric heights for airport stations designated as
 AA5452.PACS or SACS are published to 2 decimal places.  This maintains
 AA5452.centimeter relative accuracy between the PACS and SACS.  It does
 AA5452.not indicate centimeter accuracy relative to other marks which are
 AA5452.part of the NAVD 88 network.
 AA5452
 AA5452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5452
 AA5452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5452
 AA5452.The ellipsoidal height was determined by GPS observations
 AA5452.and is referenced to NAD 83.
 AA5452
 AA5452.The geoid height was determined by GEOID03.
 AA5452
 AA5452;                    North         East     Units Scale Factor Converg.
 AA5452;SPC TXNC     - 2,148,587.511   710,273.363   MT  0.99987301   +0 38 37.2
 AA5452;SPC TXNC     - 7,049,157.53  2,330,288.53   sFT  0.99987301   +0 38 37.2
 AA5452;UTM  14      - 3,652,655.810   656,962.164   MT  0.99990378   +0 54 55.1
 AA5452
 AA5452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5452!SPC TXNC     -   0.99997006  x   0.99987301  =   0.99984308
 AA5452!UTM  14      -   0.99997006  x   0.99990378  =   0.99987385
 AA5452
 AA5452                          SUPERSEDED SURVEY CONTROL
 AA5452
 AA5452  ELLIP H (11/05/96)  190.81   (m)                       GP(       ) 4 2
 AA5452  NAD 83(1993)-  33 00 03.73984(N)    097 19 11.37623(W) AD(       ) 1
 AA5452  NAD 83(1993)-  33 00 03.73984(N)    097 19 11.37622(W) AD(       ) 1
 AA5452  ELLIP H (06/12/95)  190.82   (m)                       GP(       ) 3 1
 AA5452
 AA5452.Superseded values are not recommended for survey control.
 AA5452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5452.See file dsdata.txt to determine how the superseded data were derived.
 AA5452
 AA5452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5696252656(NAD 83)
 AA5452_MARKER: DD = SURVEY DISK
 AA5452_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA5452_SP_SET: SET IN ELEC MANHOLE FOUNDATION
 AA5452_STAMPING: AFW A 1991
 AA5452_MARK LOGO: NOS   
 AA5452_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5452+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1995
 AA5452
 AA5452  HISTORY     - Date     Condition        Report By
 AA5452  HISTORY     - 1991     MONUMENTED       NOS
 AA5452  HISTORY     - 19910615 GOOD             NGS
 AA5452  HISTORY     - 19950125 GOOD             NGS
 AA5452
 AA5452                          STATION DESCRIPTION
 AA5452
 AA5452'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 (JDH)
 AA5452'THE STATION IS LOCATED AT THE ALLIANCE FORT WORTH AIRPORT AT THE NORTH
 AA5452'END OF THE FIELD, 64.77 M (212.50 FT) NORTH OF THE CENTERLINE OF
 AA5452'TAXIWAY J, AND 51.05 M (167.49 FT) EAST OF THE EAST EDGE OF RUNWAY
 AA5452'16/34, AND 48.10 M (157.81 FT) WEST OF THE CENTERLINE OF TAXIWAY A,
 AA5452'AND 8.93 M (29.30 FT) NW OF THE NW CORNER OF A CONCRETE DRAIN BASIN.
 AA5452'THE STATION IS A STANDARD NOS DISK AND IS STAMPED --AFW A 1991--.
 AA5452
 AA5452                          STATION RECOVERY (1991)
 AA5452
 AA5452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AA5452'THE STATION IS LOCATED AT THE FORT WORTH ALLIANCE AIRPORT AT THE NORTH
 AA5452'END OF THE FIELD, 212.5 FT (64.8 M) NORTH OF THE CL OF TAXIWAY J,
 AA5452'167.5 FT (51.1 M) EAST OF EAST EDGE OF RWY 16/34, 157.8 FT (48.1 M)
 AA5452'WEST OF CL TXWY A, 29.3 FT (8.9 M) NW OF NW CORNER CONCRETE DRAIN
 AA5452'BASIN.  THE STATION IS A STANDARD NOS DISK SET FLUSH IN A CONCRETE
 AA5452'FOUNDATION OF AN ELECTRIICAL MANHOLE.  THE DISK IS STAMPED AFW A 1991.
 AA5452
 AA5452                          STATION RECOVERY (1995)
 AA5452
 AA5452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AA5452'NOTE*** CALL TWO DAYS IN ADVANCE FOR SECURITY ACCESS TO THIS STATION.
 AA5452'ON ARRIVAL AT THE AIRPORT SECURITY GATE THERE IS A CALL BOX AND
 AA5452'AIRPORT SECURITY CAN BE CONTACTED BY DAILING THE POUND SYMBOL AND 001.
 AA5452'THE STATION IS LOCATED WEST OF AND ADJACENT TO INTERSTATE HIGHWAY 35W,
 AA5452'AT THE ALLIANCE AIRPORT ON THE NORTH SIDE OF FORT WORTH.THE STATION IS
 AA5452'LOCATED AT THE NORTH END OF THE AIRFIELD. OWNERSHIP -- CITY OF FORT
 AA5452'WORTH, ALLIANCE AIRPORT, 2200 ALLIANCE BOULEVARD, FORT WORTH, TX.
 AA5452'76177.  THOMAS J.  HARRIS, DIRECTOR OF OPERATIONS, PHONE (817) 890 -
 AA5452'1000.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 AA5452'HIGHYWAY 35W, U.S.  HIGHWAY 287 AND 81 (EXIT 60) ON THE NORTH SIDE OF
 AA5452'FORT WORTH, GO NORTH ON HIGHWAY 35W FOR 10.7 KM (6.65 MI) TO THE OFF
 AA5452'RAMP TO ALLIANCE BOULEVARD (EXIT 67) ON THE RIGHT.  BEAR RIGHT,
 AA5452'NORTH-NORTHEAST, ON THE OFF RAMP FOR .64 KM (0.40 MI) TO ALLIANCE
 AA5452'BOULEVARD ON THE LEFT AT AN OVERPASS.  TURN LEFT, WEST, ON ALLIANCE
 AA5452'BOULEVARD FOR .40 KM (0.25 MI) TO A CROSSROAD ( HERITAGE PARKWAY) .
 AA5452'CONTINUE AHEAD, WEST, ON ALLIANCE BOULEVARD FOR .6 KM (0.35 MI) TO A
 AA5452'CROSSROAD ( JET STREAM WAY) AND THE MAIN CONTROL TOWER ON THE LEFT.
 AA5452'CONTINUE AHEAD, SOUTHWEST, ON ALLIANCE BOULEVARD FOR .08 KM (0.05 MI)
 AA5452'TO THE LOCKED ENTRANCE GATE TO THE AIRFIELD ON THE RIGHT.  TURN RIGHT,
 AA5452'NORTHEAST, FOR 10 M (32.8 FT) TO THE GATE AND THE CALL BOX ON THE
 AA5452'LEFT.  SECURITY WILL ESCORT YOU HERE TO THE STATION.  THE STATION IS
 AA5452'SET FLUSH IN THE TOP OF A CONCRETE FOUNDATION OF AN ELECTRICAL
 AA5452'MANHOLE.  212.5 FT (64.8 M) NORTH OF THE CENTERLINE OF TAXIWAY J,
 AA5452'167.5 FT (51.1 M) EAST OF THE EAST EDGE OF RUNWAY 16/34, 157.8 FT
 AA5452'(48.1 M) WEST OF THE CENTERLINE OF TAXIWAY A, 29.3 FT (8.9 M)
 AA5452'NORTHWEST OF THE NORTWEST CORNER CONCRETE OF THE DRAIN BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3405 ***********************************************************************
 CS3405  CBN         -  This is a Cooperative Base Network Control Station.
 CS3405  SACS        -  This is a Secondary Airport Control Station.
 CS3405  DESIGNATION -  AFW B
 CS3405  PID         -  CS3405
 CS3405  STATE/COUNTY-  TX/TARRANT
 CS3405  USGS QUAD   -  KELLER (1981)
 CS3405
 CS3405                         *CURRENT SURVEY CONTROL
 CS3405  ___________________________________________________________________
 CS3405* NAD 83(1993)-  32 58 32.93993(N)    097 18 48.89249(W)     ADJUSTED  
 CS3405* NAVD 88     -       201.82   (meters)     662.1    (feet)  GPS OBS   
 CS3405  ___________________________________________________________________
 CS3405  X           -    -681,827.629 (meters)                     COMP
 CS3405  Y           -  -5,312,505.597 (meters)                     COMP
 CS3405  Z           -   3,451,803.737 (meters)                     COMP
 CS3405  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 CS3405  ELLIP HEIGHT-         174.08  (meters)          (10/24/00) GPS OBS
 CS3405  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CS3405
 CS3405  HORZ ORDER  -  B
 CS3405  ELLP ORDER  -  FOURTH    CLASS II
 CS3405
 CS3405.This mark is at Fort Worth Alliance (AFW) Airport (AFW)
 CS3405
 CS3405.The horizontal coordinates were established by GPS observations
 CS3405.and adjusted by the National Geodetic Survey in May 1994..
 CS3405
 CS3405.The orthometric height was determined by GPS observations and a
 CS3405.high-resolution geoid model.
 CS3405
 CS3405.GPS derived orthometric heights for airport stations designated as
 CS3405.PACS or SACS are published to 2 decimal places.  This maintains
 CS3405.centimeter relative accuracy between the PACS and SACS.  It does
 CS3405.not indicate centimeter accuracy relative to other marks which are
 CS3405.part of the NAVD 88 network.
 CS3405
 CS3405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3405
 CS3405.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3405
 CS3405.The ellipsoidal height was determined by GPS observations
 CS3405.and is referenced to NAD 83.
 CS3405
 CS3405.The geoid height was determined by GEOID03.
 CS3405
 CS3405;                    North         East     Units Scale Factor Converg.
 CS3405;SPC TXNC     - 2,145,797.366   710,888.497   MT  0.99987349   +0 38 49.4
 CS3405;SPC TXNC     - 7,040,003.52  2,332,306.68   sFT  0.99987349   +0 38 49.4
 CS3405;UTM  14      - 3,649,868.521   657,590.524   MT  0.99990622   +0 55 05.1
 CS3405
 CS3405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3405!SPC TXNC     -   0.99997267  x   0.99987349  =   0.99984616
 CS3405!UTM  14      -   0.99997267  x   0.99990622  =   0.99987889
 CS3405
 CS3405                          SUPERSEDED SURVEY CONTROL
 CS3405
 CS3405  ELLIP H (05/09/94)  174.22   (m)                       GP(       ) 4 2
 CS3405  NAVD 88 (06/12/95)  201.79   (m)          662.0    (f) LEVELING    3  
 CS3405
 CS3405.Superseded values are not recommended for survey control.
 CS3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3405.See file dsdata.txt to determine how the superseded data were derived.
 CS3405
 CS3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5759149869(NAD 83)
 CS3405_MARKER: DD = SURVEY DISK
 CS3405_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CS3405_SP_SET: CONCRETE PERIMETER ROAD
 CS3405_STAMPING: AFW B 1991
 CS3405_MARK LOGO: NOS   
 CS3405_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3405+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1995
 CS3405
 CS3405  HISTORY     - Date     Condition        Report By
 CS3405  HISTORY     - 1991     MONUMENTED       NOS
 CS3405  HISTORY     - 19910615 GOOD             NGS
 CS3405  HISTORY     - 19930419 GOOD             NGS
 CS3405  HISTORY     - 19930907 GOOD             LOCSUR
 CS3405  HISTORY     - 19950125 GOOD             NGS
 CS3405
 CS3405                          STATION DESCRIPTION
 CS3405
 CS3405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CS3405'THE STATION IS LOCATED AT THE FORT WORTH ALLIANCE AIRPORT, AT THE
 CS3405'SOUTH END OF THE FIELD, 136.8 FT (41.7 M) EAST OF THE EAST EDGE OF RWY
 CS3405'16/34, 31 FT (9.4 M) N OF THE EXTENDED END OF END 34, 20 FT (6.1 M) W
 CS3405'OF CL OF THE PERIMETER ROAD RUNNING N/S, BETWEEN THE 6TH AND 7TH
 CS3405'PLASTIC EDGE MARKER ON THE NORTH CURVE.  IT IS A STANDARD NOS DISK SET
 CS3405'FLUSH IN CONCRETE, STAMPED AFW B 1991.
 CS3405
 CS3405                          STATION RECOVERY (1993)
 CS3405
 CS3405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CS3405'NOTE--CALL TWO DAYS IN ADVANCE FOR SECURITY ACCESS TO THIS STATION. ON
 CS3405'ARRIVAL AT THE AIRPORT SECURITY GATE THERE IS A CALL BOX AND AIRPORT
 CS3405'AVIATION CAN BE CONTACTED BY DIALING THE -POUND- SYMBOL AND 001.
 CS3405'THE STATION IS LOCATED WEST OF AND ADJACENT TO INTERSTATE HIGHWAY 35W,
 CS3405'AT THE ALLIANCE AIRPORT ON THE NORTH SIDE OF FORT WORTH, ON THE WEST
 CS3405'EDGE OF THE CONCRETE PERIMETER ROAD, ON THE NORTH SIDE OF A CONNECTOR
 CS3405'ROAD TO TAXI -A- NEAR THE SOUTHEAST CORNER OF THE AIRFIELD AND EAST
 CS3405'OF A TAXI. OWNERSHIP--CITY OF FORT WORTH, ALLIANCE AIRPORT, 2200
 CS3405'ALLIANCE BOULEVARD, FORT WORTH, TX 76177.  AIRPORT MANAGER IS MICHAEL
 CS3405'A. REISMAN, PHONE 817-491-4202.
 CS3405'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35W
 CS3405'AND STATE HIGHWAYS 287 AND 81 (EXIT 60) ON THE NORTH SIDE OF FORT
 CS3405'WORTH, GO NORTH ON HIGHWAY 35W FOR 10.7 KM (6.65 MI) TO THE OFFRAMP
 CS3405'TO ALLIANCE BOULEVARD (EXIT 67) ON THE RIGHT.  BEAR RIGHT,
 CS3405'NORTH-NORTHEAST, ON THE OFFRAMP FOR 0.64 KM (0.40 MI) TO ALLIANCE
 CS3405'BOULEVARD ON THE LEFT AT AN OVERPASS.  TURN LEFT, WEST, ON ALLIANCE
 CS3405'BOULEVARD FOR 0.40 KM (0.25 MI) TO A CROSSROAD (HERITAGE PARKWAY).
 CS3405'CONTINUE AHEAD, WEST, ON ALLIANCE BOULEVARD FOR 0.6 KM (0.35 MI) TO A
 CS3405'CROSSROAD (JET STREAM WAY) AND THE MAIN CONTROL TOWER ON THE LEFT.
 CS3405'CONTINUE AHEAD, SOUTHWEST, ON ALLIANCE BOULEVARD FOR 0.08 KM
 CS3405'(0.05 MI) TO THE LOCKED ENTRANCE GATE TO THE AIRFIELD ON THE RIGHT.
 CS3405'TURN RIGHT, NORTHEAST, FOR 10 M (32.8 FT) TO THE GATE AND THE CALL
 CS3405'BOX ON THE LEFT.  SECURITY WILL ESCORT YOU FROM HERE.
 CS3405'THE STATION IS SET FLUSH IN THE TOP OF A CONCRETE PERIMETER ROAD.  IT
 CS3405'IS 29.7 M (97.4 FT) EAST-NORTHEAST FROM THE EAST EDGE OF TAXI A, 24.3
 CS3405'M (79.7 FT) WEST-SOUTHWEST FROM THE PERIMETER FENCE, 14.6 M
 CS3405'(47.9 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF A CONCRETE CULVERT,
 CS3405'9.8 M (32.2 FT) NORTH-NORTHWEST FROM THE CENTER OF THE CONNECTOR ROAD
 CS3405'TO TAXI -A-, AND 5.3 M (17.4 FT) WEST-SOUTHWEST FROM THE CENTER OF
 CS3405'THE PERIMETER ROAD.
 CS3405
 CS3405                          STATION RECOVERY (1993)
 CS3405
 CS3405'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (JDB)
 CS3405'THE STATION IS LOCATED AT THE ALLIANCE FORT WORTH AIRPORT, AT THE
 CS3405'SOUTH END OF THE FIELD, 41.70 M (136.81 FT) EAST OF THE EAST EDGE OF
 CS3405'RUNWAY 16/34, AND 9.45 M (31.00 FT) NORTH OF THE EXTENDED END OF THE
 CS3405'END OF RUNWAY 34, AND 6.10 M (20.01 FT) WEST OF THE CENTERLINE OF THE
 CS3405'PERIMETER ROAD THAT RUNS IN THE NORTH-SOUTH DIRECTION BETWEEN THE
 CS3405'SIXTH AND SEVENTH PLASTIC EDGE MARKER ON THE NORTH CURVE. THE MARK IS
 CS3405'A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT AND IS STAMPED --AFW
 CS3405'B 1991--.
 CS3405
 CS3405                          STATION RECOVERY (1995)
 CS3405
 CS3405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS3405'NOTE*** CALL TWO DAYS IN ADVANCE FOR SECURITY ACCESS TO THIS STATION.
 CS3405'ON ARRIVAL AT THE AIRPORT SECURITY GATE THERE IS A CALL BOX AND
 CS3405'AIRPORT SECURITY CAN BE CONTACTED BY DAILING THE POUND SYMBOL AND 001.
 CS3405'THE STATION IS LOCATED WEST OF AND ADJACENT TO INTERSTATE HIGHWAY 35W,
 CS3405'AT THE ALLIANCE AIRPORT ON THE NORTH SIDE OF FORT WORTH.THE STATION IS
 CS3405'LOCATED AT THE SOUTH END OF THE AIRFIELD. OWNERSHIP -- CITY OF FORT
 CS3405'WORTH, ALLIANCE AIRPORT, 2200 ALLIANCE BOULEVARD, FORT WORTH, TX.
 CS3405'76177.  THOMAS J.  HARRIS, DIRECTOR OF OPERATIONS, PHONE (817) 890 -
 CS3405'1000.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 CS3405'HIGHYWAY 35W, U.S.  HIGHWAY 287 AND 81 (EXIT 60) ON THE NORTH SIDE OF
 CS3405'FORT WORTH, GO NORTH ON HIGHWAY 35W FOR 10.7 KM (6.65 MI) TO THE OFF
 CS3405'RAMP TO ALLIANCE BOULEVARD (EXIT 67) ON THE RIGHT.  BEAR RIGHT,
 CS3405'NORTH-NORTHEAST, ON THE OFF RAMP FOR .64 KM (0.40 MI) TO ALLIANCE
 CS3405'BOULEVARD ON THE LEFT AT AN OVERPASS.  TURN LEFT, WEST, ON ALLIANCE
 CS3405'BOULEVARD FOR .40 KM (0.25 MI) TO A CROSSROAD ( HERITAGE PARKWAY) .
 CS3405'CONTINUE AHEAD, WEST, ON ALLIANCE BOULEVARD FOR .6 KM (0.35 MI) TO A
 CS3405'CROSSROAD ( JET STREAM WAY) AND THE MAIN CONTROL TOWER ON THE LEFT.
 CS3405'CONTINUE AHEAD, SOUTHWEST, ON ALLIANCE BOULEVARD FOR .08 KM (0.05 MI)
 CS3405'TO THE LOCKED ENTRANCE GATE TO THE AIRFIELD ON THE RIGHT.  TURN RIGHT,
 CS3405'NORTHEAST, FOR 10 M (32.8 FT) TO THE GATE AND THE CALL BOX ON THE
 CS3405'LEFT.  SECURITY WILL ESCORT YOU HERE TO THE STATION.  THE STATION IS
 CS3405'SET FLUSH IN THE TOP OF A CONCRETE. 136.8 FT (41.7 M) EAST OF THE EAST
 CS3405'EDGE OF RUNWAY 16/34, 31 FT (9.4 M) NORTH OF THE EXTENDED END OF
 CS3405'RUNWAY 34, 20 FT (6.1 M) WEST OF THE CENTERLINE OF THE PERIMETER ROAD
 CS3405'RUNNING NORTH TO SOUTH, BETWEEN THE 6TH AND 7TH PLASTIC EDGE MARKER ON
 CS3405'THE NORTH CURVE.  IT IS A STANDARD NOS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5453 ***********************************************************************
 AA5453  DESIGNATION -  AFW C
 AA5453  PID         -  AA5453
 AA5453  STATE/COUNTY-  TX/TARRANT
 AA5453  USGS QUAD   -  KELLER (1981)
 AA5453
 AA5453                         *CURRENT SURVEY CONTROL
 AA5453  ___________________________________________________________________
 AA5453* NAD 83(1993)-  32 59 09.00951(N)    097 18 51.57660(W)     ADJUSTED  
 AA5453* NAVD 88     -       208.5    (meters)     684.     (feet)  GPS OBS   
 AA5453  ___________________________________________________________________
 AA5453  X           -    -681,820.469 (meters)                     COMP
 AA5453  Y           -  -5,311,902.355 (meters)                     COMP
 AA5453  Z           -   3,452,739.552 (meters)                     COMP
 AA5453  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AA5453  ELLIP HEIGHT-         180.82  (meters)          (06/21/01) GPS OBS
 AA5453  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AA5453
 AA5453  HORZ ORDER  -  FIRST
 AA5453  ELLP ORDER  -  THIRD     CLASS I
 AA5453
 AA5453.This mark is at Fort Worth Alliance (AFW) Airport (AFW)
 AA5453
 AA5453.The horizontal coordinates were established by GPS observations
 AA5453.and adjusted by the National Geodetic Survey in February 1996..
 AA5453
 AA5453.The orthometric height was determined by GPS observations and a
 AA5453.high-resolution geoid model.
 AA5453
 AA5453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5453
 AA5453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5453
 AA5453.The ellipsoidal height was determined by GPS observations
 AA5453.and is referenced to NAD 83.
 AA5453
 AA5453.The geoid height was determined by GEOID03.
 AA5453
 AA5453;                    North         East     Units Scale Factor Converg.
 AA5453;SPC TXNC     - 2,146,907.553   710,806.274   MT  0.99987328   +0 38 48.0
 AA5453;SPC TXNC     - 7,043,645.86  2,332,036.92   sFT  0.99987328   +0 38 48.0
 AA5453;UTM  14      - 3,650,978.342   657,503.046   MT  0.99990588   +0 55 04.5
 AA5453
 AA5453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5453!SPC TXNC     -   0.99997161  x   0.99987328  =   0.99984490
 AA5453!UTM  14      -   0.99997161  x   0.99990588  =   0.99987749
 AA5453
 AA5453|---------------------------------------------------------------------|
 AA5453| PID    Reference Object                     Distance      Geod. Az  |
 AA5453|                                                           dddmmss.s |
 AA5453| CS3406 AFW D                               300.329 METERS 32055     |
 AA5453|---------------------------------------------------------------------|
 AA5453
 AA5453                          SUPERSEDED SURVEY CONTROL
 AA5453
 AA5453  NAD 83(1993)-  32 59 09.00951(N)    097 18 51.57660(W) AD(       ) 1
 AA5453  ELLIP H (06/12/95)  180.95   (m)                       GP(       ) 3 1
 AA5453
 AA5453.Superseded values are not recommended for survey control.
 AA5453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5453.See file dsdata.txt to determine how the superseded data were derived.
 AA5453
 AA5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5750350978(NAD 83)
 AA5453_MARKER: DD = SURVEY DISK
 AA5453_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA5453_STAMPING: AFW C 1991
 AA5453_MARK LOGO: NOS   
 AA5453_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5453+STABILITY: SURFACE MOTION
 AA5453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5453+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5453
 AA5453  HISTORY     - Date     Condition        Report By
 AA5453  HISTORY     - 1991     MONUMENTED       NOS
 AA5453  HISTORY     - 19910615 GOOD             NGS
 AA5453
 AA5453                          STATION DESCRIPTION
 AA5453
 AA5453'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 (JDH)
 AA5453'THE STATION IS LOCATED AT THE ALLIANCE FORT WORTH AIRPORT, AT MID
 AA5453'FIELD ON THE EXTENDED CENTERLINE OF TAXIWAY E, ON THE MAIN RAMP, 23.47
 AA5453'M (77.00 FT) WEST OF A BUILDING/ THE MARK IS A STANDARD NOS DISK SET
 AA5453'FLUSH IN A CONCRETE MONUMENT AND IS STAMPED --DFW C 1991--.
 AA5453
 AA5453                          STATION RECOVERY (1991)
 AA5453
 AA5453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AA5453'THE STATION IS LOCATED AT THE FORT WORTH ALLIANCE AIRPORT, AT MID
 AA5453'FIELD ON THE EXTENDED CENTERLINE OF TAXIWAY E ON THE MAIN RAMP 77 FT
 AA5453'(23.5 M) WEST A BUILDING.  THE STATION IS A STANDARD NOS DISK SET IN
 AA5453'CONCRETE, FLUSH, AND STAMPED AFW C 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3406 ***********************************************************************
 CS3406  CBN         -  This is a Cooperative Base Network Control Station.
 CS3406  PACS        -  This is a Primary Airport Control Station.
 CS3406  DESIGNATION -  AFW D
 CS3406  PID         -  CS3406
 CS3406  STATE/COUNTY-  TX/TARRANT
 CS3406  USGS QUAD   -  KELLER (1981)
 CS3406
 CS3406                         *CURRENT SURVEY CONTROL
 CS3406  ___________________________________________________________________
 CS3406* NAD 83(1993)-  32 59 16.57664(N)    097 18 58.86966(W)     ADJUSTED  
 CS3406* NAVD 88     -       210.31   (meters)     690.0    (feet)  GPS OBS   
 CS3406  ___________________________________________________________________
 CS3406  X           -    -681,992.309 (meters)                     COMP
 CS3406  Y           -  -5,311,753.809 (meters)                     COMP
 CS3406  Z           -   3,452,936.049 (meters)                     COMP
 CS3406  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CS3406  ELLIP HEIGHT-         182.57  (meters)          (10/24/00) GPS OBS
 CS3406  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CS3406
 CS3406  HORZ ORDER  -  B
 CS3406  ELLP ORDER  -  FOURTH    CLASS II
 CS3406
 CS3406.This mark is at Fort Worth Alliance (AFW) Airport (AFW)
 CS3406
 CS3406.The horizontal coordinates were established by GPS observations
 CS3406.and adjusted by the National Geodetic Survey in May 1994..
 CS3406
 CS3406.The orthometric height was determined by GPS observations and a
 CS3406.high-resolution geoid model.
 CS3406
 CS3406.GPS derived orthometric heights for airport stations designated as
 CS3406.PACS or SACS are published to 2 decimal places.  This maintains
 CS3406.centimeter relative accuracy between the PACS and SACS.  It does
 CS3406.not indicate centimeter accuracy relative to other marks which are
 CS3406.part of the NAVD 88 network.
 CS3406
 CS3406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3406
 CS3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3406
 CS3406.The ellipsoidal height was determined by GPS observations
 CS3406.and is referenced to NAD 83.
 CS3406
 CS3406.The geoid height was determined by GEOID03.
 CS3406
 CS3406;                    North         East     Units Scale Factor Converg.
 CS3406;SPC TXNC     - 2,147,138.492   710,614.332   MT  0.99987324   +0 38 44.0
 CS3406;SPC TXNC     - 7,044,403.54  2,331,407.19   sFT  0.99987324   +0 38 44.0
 CS3406;UTM  14      - 3,651,208.378   657,310.006   MT  0.99990513   +0 55 00.7
 CS3406
 CS3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3406!SPC TXNC     -   0.99997134  x   0.99987324  =   0.99984458
 CS3406!UTM  14      -   0.99997134  x   0.99990513  =   0.99987647
 CS3406
 CS3406|---------------------------------------------------------------------|
 CS3406| PID    Reference Object                     Distance      Geod. Az  |
 CS3406|                                                           dddmmss.s |
 CS3406| AA5453 AFW C                               300.329 METERS 14055     |
 CS3406|---------------------------------------------------------------------|
 CS3406
 CS3406                          SUPERSEDED SURVEY CONTROL
 CS3406
 CS3406  ELLIP H (05/09/94)  182.71   (m)                       GP(       ) 4 2
 CS3406  NAVD 88 (06/12/95)  210.26   (m)          689.8    (f) LEVELING    3  
 CS3406
 CS3406.Superseded values are not recommended for survey control.
 CS3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3406.See file dsdata.txt to determine how the superseded data were derived.
 CS3406
 CS3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5731051208(NAD 83)
 CS3406_MARKER: DH = HORIZONTAL CONTROL DISK
 CS3406_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CS3406_SP_SET: CONCRETE PAD
 CS3406_STAMPING: AFW D 1993
 CS3406_MARK LOGO: NGS   
 CS3406_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3406+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1995
 CS3406
 CS3406  HISTORY     - Date     Condition        Report By
 CS3406  HISTORY     - 1993     MONUMENTED       NGS
 CS3406  HISTORY     - 19930907 GOOD             LOCSUR
 CS3406  HISTORY     - 19950125 GOOD             NGS
 CS3406
 CS3406                          STATION DESCRIPTION
 CS3406
 CS3406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CS3406'NOTE--CALL TWO DAYS IN ADVANCE FOR SECURITY ACCESS TO THIS STATION. ON
 CS3406'ARRIVAL AT THE AIRPORT SECURITY GATE THERE IS A CALL BOX AND AIRPORT
 CS3406'AVIATION CAN BE CONTACTED BY DIALING THE -POUND- SYMBOL AND 001.
 CS3406'THE STATION IS LOCATED WEST OF AND ADJACENT TO INTERSTATE HIGHWAY 35W,
 CS3406'AT THE ALLIANCE AIRPORT ON THE NORTH SIDE OF FORT WORTH, ON A
 CS3406'CONCRETE PAD WITH A MANHOLE COVER, IN A STRIP OF GRASS BETWEEN THE
 CS3406'PERIMETER ROAD AND TAXI -A- AND NEAR THE NORTHWEST CORNER OF THE
 CS3406'APRON. OWNERSHIP--CITY OF FORT WORTH, ALLIANCE AIRPORT, 2200 ALLIANCE
 CS3406'BOULEVARD, FORT WORTH, TX 76177.  AIRPORT MANAGER IS MICHAEL A.
 CS3406'REISMAN, PHONE 817-491-4202.
 CS3406'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35W
 CS3406'AND STATE HIGHWAYS 287 AND 81 (EXIT 60) ON THE NORTH SIDE OF FORT
 CS3406'WORTH, GO NORTH ON HIGHWAY 35W FOR 10.7 KM (6.65 MI) TO THE OFFRAMP
 CS3406'TO ALLIANCE BOULEVARD (EXIT 67) ON THE RIGHT.  BEAR RIGHT,
 CS3406'NORTH-NORTHEAST, ON THE OFFRAMP FOR 0.64 KM (0.40 MI) TO ALLIANCE
 CS3406'BOULEVARD ON THE LEFT AT AN OVERPASS. TURN LEFT, WEST, ON ALLIANCE
 CS3406'BOULEVARD FOR 0.40 KM (0.25 MI) TO A CROSSROAD (HERITAGE PARKWAY).
 CS3406'CONTINUE AHEAD, WEST, ON ALLIANCE BOULEVARD FOR 0.6 KM (0.35 MI) TO A
 CS3406'CROSSROAD (JET STREAM WAY) AND THE MAIN CONTROL TOWER ON THE LEFT.
 CS3406'CONTINUE AHEAD, SOUTHWEST, ON ALLIANCE BOULEVARD FOR 0.08 KM
 CS3406'(0.05 MI) TO THE LOCKED ENTRANCE GATE TO THE AIRFIELD ON THE RIGHT.
 CS3406'TURN RIGHT, NORTHEAST, FOR 10 M (32.8 FT) TO THE GATE AND THE CALL
 CS3406'BOX ON THE LEFT. SECURITY WILL ESCORT YOU FROM HERE.
 CS3406'THE STATION IS SET FLUSH IN THE TOP OF A CONCRETE PAD.  IT IS 47.1 M
 CS3406'(154.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE INTERSECTION OF
 CS3406'THE PERIMETER ROAD AND THE APRON, 32.0 M (105.0 FT) WEST-SOUTHWEST
 CS3406'FROM THE CENTER OF THE PERIMETER ROAD, 31.3 M (102.7 FT) NORTHWEST
 CS3406'FROM THE NORTHWEST CORNER OF THE CONCRETE AROUND A STEEL DRAIN, 24.9
 CS3406'M (81.7 FT) EAST-NORTHEAST FROM THE CENTER OF TAXI A, AND 5.1 M
 CS3406'(16.7 FT) WEST FROM THE NORTHWEST CORNER OF THE CONCRETE PAD WITH A
 CS3406'SIGN -RAMP-.
 CS3406
 CS3406                          STATION RECOVERY (1993)
 CS3406
 CS3406'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (JDB)
 CS3406'RECOVERED AS DESCRIBED.
 CS3406
 CS3406                          STATION RECOVERY (1995)
 CS3406
 CS3406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS3406'NOTE*** CALL TWO DAYS IN ADVANCE FOR SECURITY ACCESS TO THIS STATION.
 CS3406'ON ARRIVAL AT THE AIRPORT SECURITY GATE THERE IS A CALL BOX AND
 CS3406'AIRPORT SECURITY CAN BE CONTACTED BY DAILING THE POUND SYMBOL AND 001.
 CS3406'THE STATION IS LOCATED WEST OF AND ADJACENT TO INTERSTATE HIGHWAY 35W,
 CS3406'AT THE ALLIANCE AIRPORT ON THE NORTH SIDE OF FORT WORTH, ON A CONCRETE
 CS3406'PAD WITH A MANHOLE COVER, IN A STRIP OF GRASS BETWEEN THE PERIMETER
 CS3406'ROAD AND TAXIWAY A AND NEAR THE NORTHWEST CORNER OF THE APRON.
 CS3406'OWNERSHIP -- CITY OF FORT WORTH, ALLIANCE AIRPORT, 2200 ALLIANCE
 CS3406'BOULEVARD, FORT WORTH, TX.  76177.  THOMAS J.  HARRIS, DIRECTOR OF
 CS3406'OPERATIONS, PHONE (817) 890 - 1000.  TO REACH FROM THE UNDERPASS AT
 CS3406'THE JUNCTION OF INTERSTATE HIGHYWAY 35W, U.S.  HIGHWAY 287 AND 81
 CS3406'(EXIT 60) ON THE NORTH SIDE OF FORT WORTH, GO NORTH ON HIGHWAY 35W FOR
 CS3406'10.7 KM (6.65 MI) TO THE OFF RAMP TO ALLIANCE BOULEVARD (EXIT 67) ON
 CS3406'THE RIGHT.  BEAR RIGHT, NORTH-NORTHEAST, ON THE OFF RAMP FOR .64 KM
 CS3406'(0.40 MI) TO ALLIANCE BOULEVARD ON THE LEFT AT AN OVERPASS.  TURN
 CS3406'LEFT, WEST, ON ALLIANCE BOULEVARD FOR .40 KM (0.25 MI) TO A CROSSROAD
 CS3406'( HERITAGE PARKWAY) .  CONTINUE AHEAD, WEST, ON ALLIANCE BOULEVARD FOR
 CS3406'.6 KM (0.35 MI) TO A CROSSROAD ( JET STREAM WAY) AND THE MAIN CONTROL
 CS3406'TOWER ON THE LEFT.  CONTINUE AHEAD, SOUTHWEST, ON ALLIANCE BOULEVARD
 CS3406'FOR .08 KM (0.05 MI) TO THE LOCKED ENTRANCE GATE TO THE AIRFIELD ON
 CS3406'THE RIGHT.  TURN RIGHT, NORTHEAST, FOR 10 M (32.8 FT) TO THE GATE AND
 CS3406'THE CALL BOX ON THE LEFT. SECURITY WILL ESCORT YOU HERE TO THE
 CS3406'STATION.  THE STATION IS SET FLUSH IN THE TOP OF A CONCRETE PAD.  IT
 CS3406'IS 47.1 M (154.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 CS3406'INTERSECTION OF THE PERIMETER ROAD AND THE APRON, 32.0 M (105.0 FT)
 CS3406'WEST-SOTHWEST FROM THE CENTER OF THE PERIMETER ROAD, 31.3 M (102.7 FT)
 CS3406'NORTHWEST FROM THE NORTHWEST CORNER OF THE CONCRETE AROUND A STEEL
 CS3406'DRAIN, 24.9 M (81.7 FT) EAST-NORTHEAST FROM THE CENTER OF THE
 CS3406'TAXIWAYA, AND 5.1 M (16.7 FT) WEST FROM THE NORTHWEST CORNER OF THE
 CS3406'CONCRETE PAD WITH A SIGN RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0804 ***********************************************************************
 CR0804  DESIGNATION -  AGA
 CR0804  PID         -  CR0804
 CR0804  STATE/COUNTY-  TX/WOOD
 CR0804  USGS QUAD   -  GOLDEN (1981)
 CR0804
 CR0804                         *CURRENT SURVEY CONTROL
 CR0804  ___________________________________________________________________
 CR0804* NAD 83(1986)-  32 40 50.     (N)    095 33 21.     (W)     SCALED    
 CR0804* NAVD 88     -       109.813  (meters)     360.28   (feet)  ADJUSTED  
 CR0804  ___________________________________________________________________
 CR0804  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0804  DYNAMIC HT  -         109.688 (meters)     359.87  (feet)  COMP
 CR0804  MODELED GRAV-     979,504.2   (mgal)                       NAVD 88
 CR0804
 CR0804  VERT ORDER  -  FIRST     CLASS II
 CR0804
 CR0804.The horizontal coordinates were scaled from a topographic map and have
 CR0804.an estimated accuracy of +/- 6 seconds.
 CR0804
 CR0804.The orthometric height was determined by differential leveling
 CR0804.and adjusted by the National Geodetic Survey in June 1991..
 CR0804
 CR0804.The geoid height was determined by GEOID03.
 CR0804
 CR0804.The dynamic height is computed by dividing the NAVD 88
 CR0804.geopotential number by the normal gravity value computed on the
 CR0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0804.degrees latitude (g = 980.6199 gals.).
 CR0804
 CR0804.The modeled gravity was interpolated from observed gravity values.
 CR0804
 CR0804;                    North         East    Units  Estimated Accuracy
 CR0804;SPC TXNC     - 2,116,300.      876,060.      MT  (+/- 180 meters Scaled)
 CR0804
 CR0804                          SUPERSEDED SURVEY CONTROL
 CR0804
 CR0804  NGVD 29 (??/??/92)  109.838  (m)          360.36   (f) ADJ UNCH    1 2
 CR0804
 CR0804.Superseded values are not recommended for survey control.
 CR0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0804.See file dsdata.txt to determine how the superseded data were derived.
 CR0804
 CR0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS603187(NAD 83)
 CR0804_MARKER: N = NAIL
 CR0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0804_SP_SET: TREE
 CR0804_STAMPING: AGA
 CR0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0804
 CR0804  HISTORY     - Date     Condition        Report By
 CR0804  HISTORY     - UNK      MONUMENTED       CGS
 CR0804  HISTORY     - 1959     GOOD             NGS
 CR0804  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0804
 CR0804                          STATION DESCRIPTION
 CR0804
 CR0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0804'4.7 MI NW FROM MINEOLA.
 CR0804'ABOUT 2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0804'STATION AT MINEOLA, THENCE ABOUT 0.2 MILE NORTH-NORTHEAST ALONG A
 CR0804'GRADED DIRT ROAD, THENCE ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 80,
 CR0804'THENCE ABOUT 0.2 MILE NORTH ALONG A PAVED ROAD, OR ABOUT 3.7 MILES
 CR0804'SOUTH ALONG A PAVED ROAD FROM THE JUNCTION WITH FARM ROAD 779 AT
 CR0804'GOLDEN, 94 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 78 FEET
 CR0804'NORTH OF THE CENTER LINE OF A PAVED ROAD, 71 FEET EAST OF THE CENTER
 CR0804'LINE OF A PAVED ROAD, AND IN THE TOP OF THE NORTH ROOT OF A 20-INCH
 CR0804'OAK TREE.
 CR0804
 CR0804                          STATION RECOVERY (1995)
 CR0804
 CR0804'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1611 ***********************************************************************
 AH1611  DESIGNATION -  AGGI
 AH1611  PID         -  AH1611
 AH1611  STATE/COUNTY-  TX/NUECES
 AH1611  USGS QUAD   -  PORT ARANSAS (1975)
 AH1611
 AH1611                         *CURRENT SURVEY CONTROL
 AH1611  ___________________________________________________________________
 AH1611* NAD 83(1993)-  27 49 27.81807(N)    097 03 27.62928(W)     ADJUSTED  
 AH1611* NAVD 88     -         3.     (meters)      10.     (feet)  VERTCON   
 AH1611  ___________________________________________________________________
 AH1611  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AH1611  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AH1611
 AH1611  HORZ ORDER  -  THIRD
 AH1611
 AH1611.The horizontal coordinates were established by classical geodetic methods
 AH1611.and adjusted by the National Geodetic Survey in February 1996..
 AH1611.No horizontal observational check was made to the station.
 AH1611
 AH1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1611
 AH1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1611
 AH1611.The geoid height was determined by GEOID03.
 AH1611
 AH1611;                    North         East     Units Scale Factor Converg.
 AH1611;SPC TX S     - 5,239,878.570   442,095.710   MT  0.99999775   +0 39 17.4
 AH1611;SPC TX S     -17,191,168.28  1,450,442.34   sFT  0.99999775   +0 39 17.4
 AH1611;SPC TXSC     - 4,000,598.504   791,390.422   MT  1.00020729   +0 57 05.7
 AH1611;SPC TXSC     -13,125,296.93  2,596,420.08   sFT  1.00020729   +0 57 05.7
 AH1611;UTM  14      - 3,079,263.733   691,303.835   MT  1.00005174   +0 54 24.8
 AH1611
 AH1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1611!SPC TX S     -   1.00000364  x   0.99999775  =   1.00000139
 AH1611!SPC TXSC     -   1.00000364  x   1.00020729  =   1.00021093
 AH1611!UTM  14      -   1.00000364  x   1.00005174  =   1.00005538
 AH1611
 AH1611                          SUPERSEDED SURVEY CONTROL
 AH1611
 AH1611  NAD 83(1986)-  27 49 27.82398(N)    097 03 27.60920(W) AD(       ) 3
 AH1611  NGVD 29 (06/28/90)    3.     (m)           10.     (f) VERT ANG       
 AH1611
 AH1611.Superseded values are not recommended for survey control.
 AH1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1611.See file dsdata.txt to determine how the superseded data were derived.
 AH1611
 AH1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9130479264(NAD 83)
 AH1611_MARKER: DD = SURVEY DISK
 AH1611_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AH1611_SP_SET: DRIVEN INTO GROUND
 AH1611_STAMPING: AGGI 1989
 AH1611_MARK LOGO: NOS   
 AH1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1611+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH1611
 AH1611  HISTORY     - Date     Condition        Report By
 AH1611  HISTORY     - 1989     MONUMENTED       NOS
 AH1611  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH1611
 AH1611                          STATION DESCRIPTION
 AH1611
 AH1611'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 AH1611'THE STATION IS LOCATED ON MUSTANG ISLAND ON LAND THAT BELONGS TO THE
 AH1611'PORT OF ARANSAS CITY BEACH.  IT IS ABOUT 1.8 KM (1.10 MI) SW OF THE S
 AH1611'BREAKWATER FOR ARANSAS PASS, 0.66 KM (0.40 MI) SW OF HORACE CALDWELL
 AH1611'PIER, AND 0.16 KM (0.10 MI) NE OF THE EASTERLY END OF AVENUE G IN PORT
 AH1611'ARANSAS.
 AH1611'TO REACH THE STATION FROM PORT ARANSAS, TAKE AVENUE G TO ITS EASTERLY
 AH1611'END AT THE BEACH, AND THE GULF.  TURN LEFT, AND GO NE 0.16 KM
 AH1611'(0.10 MI) ALONG BEACH TO STATION ON FIRST DUNE ABOVE BEACH.
 AH1611'THE STATION MARK IS A STANDARD NOS ALUMINUM DISK CRIMPED ONTO AN
 AH1611'ALUMINUM ROD THAT WAS DRIVEN INTO THE GROUND.  IT IS ABOUT 15.24 M
 AH1611'(50.0 FT) W IF E EDGE IF DYBEM ABD ABOUT 67.1 M (220.1 FT) W OF MHWL.
 AH1611'NO CHECK POSITION.
 AH1611
 AH1611                          STATION RECOVERY (1997)
 AH1611
 AH1611'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1217 ***********************************************************************
 CT1217  DESIGNATION -  AGGIE
 CT1217  PID         -  CT1217
 CT1217  STATE/COUNTY-  TX/SHACKELFORD
 CT1217  USGS QUAD   -  ACAMPO (1987)
 CT1217
 CT1217                         *CURRENT SURVEY CONTROL
 CT1217  ___________________________________________________________________
 CT1217* NAD 83(1993)-  32 40 35.17474(N)    099 27 33.69510(W)     ADJUSTED  
 CT1217* NAVD 88     -       589.     (meters)    1932.     (feet)  SCALED    
 CT1217  ___________________________________________________________________
 CT1217  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 CT1217  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CT1217
 CT1217  HORZ ORDER  -  THIRD
 CT1217
 CT1217.The horizontal coordinates were established by classical geodetic methods
 CT1217.and adjusted by the National Geodetic Survey in February 1996..
 CT1217
 CT1217.The orthometric height was scaled from a topographic map.
 CT1217
 CT1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1217
 CT1217.The geoid height was determined by GEOID03.
 CT1217
 CT1217;                    North         East     Units Scale Factor Converg.
 CT1217;SPC TXNC     - 2,112,384.385   510,029.729   MT  0.99989393   -0 31 23.6
 CT1217;SPC TXNC     - 6,930,381.10  1,673,322.54   sFT  0.99989393   -0 31 23.6
 CT1217;UTM  14      - 3,615,510.906   456,932.389   MT  0.99962287   -0 14 52.8
 CT1217
 CT1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1217!SPC TXNC     -   0.99991203  x   0.99989393  =   0.99980597
 CT1217!UTM  14      -   0.99991203  x   0.99962287  =   0.99953493
 CT1217
 CT1217                          SUPERSEDED SURVEY CONTROL
 CT1217
 CT1217  NAD 83(1986)-  32 40 35.18050(N)    099 27 33.68581(W) AD(       ) 3
 CT1217
 CT1217.Superseded values are not recommended for survey control.
 CT1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1217.See file dsdata.txt to determine how the superseded data were derived.
 CT1217
 CT1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5693215511(NAD 83)
 CT1217_MARKER: DD = SURVEY DISK
 CT1217_SETTING: 80 = SET IN A BOULDER
 CT1217_SP_SET: SET IN DRILL HOLE IN A BOULDER
 CT1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1217+STABILITY: SURFACE MOTION
 CT1217
 CT1217  HISTORY     - Date     Condition        Report By
 CT1217  HISTORY     - 1955     MONUMENTED       USGS
 CT1217
 CT1217                          STATION DESCRIPTION
 CT1217
 CT1217'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CT1217'STATION LOCATED ABOUT 8 MI. S. AND 9 MI. E. OF LUEDERS, TEXAS.
 CT1217'
 CT1217'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 351 AND U.S. HIGHWAY 180,
 CT1217'GO SW. ON HIGHWAY 351 FOR 3.0 MI.  STATION LIES ABOUT 0.5 MI. TO W.
 CT1217'OF RD. ON THE W. END OF A RIDGE AND ABOUT 1500 FT. ENE. OF A GRAVEL
 CT1217'PIT.
 CT1217'
 CT1217'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN A DRILL HOLE IN A
 CT1217'LARGE BOULDER FLUSH WITH GROUND AND STAMPED---AGGIE 1955---.
 CT1217'
 CT1217'REFERENCE MARK NO. 1--CHISELED CROSS ON BOULDER FLUSH WITH GROUND,
 CT1217'25.15 FT. FROM STATION MARK BEARING S 58 32 W.
 CT1217'
 CT1217'REFERENCE MARK NO. 2--CHISELED CROSS WITH 3/4-IN. DRILL HOLE IN CENTER
 CT1217'ON A BOULDER, 21.48 FT. FROM STATION MARK BEARING N 45 32 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3172 ***********************************************************************
 CS3172  DESIGNATION -  AGNES
 CS3172  PID         -  CS3172
 CS3172  STATE/COUNTY-  TX/PARKER
 CS3172  USGS QUAD   -  POOLVILLE (1959)
 CS3172
 CS3172                         *CURRENT SURVEY CONTROL
 CS3172  ___________________________________________________________________
 CS3172* NAD 83(1993)-  32 58 55.31012(N)    097 47 13.14933(W)     ADJUSTED  
 CS3172* NAVD 88     -       380.43   (+/-2cm)    1248.1    (feet)  VERTCON   
 CS3172  ___________________________________________________________________
 CS3172  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CS3172  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CS3172
 CS3172  HORZ ORDER  -  FIRST
 CS3172  VERT ORDER  -  THIRD ? (See Below)
 CS3172
 CS3172.The horizontal coordinates were established by classical geodetic methods
 CS3172.and adjusted by the National Geodetic Survey in February 1996..
 CS3172
 CS3172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3172.The vertical order pertains to the NGVD 29 superseded value.
 CS3172
 CS3172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3172
 CS3172.The geoid height was determined by GEOID03.
 CS3172
 CS3172;                    North         East     Units Scale Factor Converg.
 CS3172;SPC TXNC     - 2,146,086.409   666,638.009   MT  0.99987336   +0 23 19.9
 CS3172;SPC TXNC     - 7,040,951.83  2,187,128.20   sFT  0.99987336   +0 23 19.9
 CS3172;UTM  14      - 3,649,948.046   613,341.162   MT  0.99975839   +0 39 37.5
 CS3172
 CS3172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3172!SPC TXNC     -   0.99994474  x   0.99987336  =   0.99981810
 CS3172!UTM  14      -   0.99994474  x   0.99975839  =   0.99970314
 CS3172
 CS3172:                Primary Azimuth Mark                     Grid Az
 CS3172:SPC TXNC     -  BRIDGEPORT MUNICIPAL TANK                007 05 01.6
 CS3172:UTM  14      -  BRIDGEPORT MUNICIPAL TANK                006 48 44.0
 CS3172
 CS3172|---------------------------------------------------------------------|
 CS3172| PID    Reference Object                     Distance      Geod. Az  |
 CS3172|                                                           dddmmss.s |
 CS3172| DN1366 BRIDGEPORT MUNICIPAL TANK           APPROX.26.0 KM 0072821.5 |
 CS3172| CX9511 AGNES RM 1                           29.343 METERS 06310     |
 CS3172| CX9512 AGNES RM 2                           28.265 METERS 20957     |
 CS3172| CX9510 AGNES AZ MK                                        2713254.8 |
 CS3172|---------------------------------------------------------------------|
 CS3172
 CS3172                          SUPERSEDED SURVEY CONTROL
 CS3172
 CS3172  NAD 83(1993)-  32 58 55.31021(N)    097 47 13.13653(W) AD(       ) 1
 CS3172  NAD 83(1986)-  32 58 55.31336(N)    097 47 13.13404(W) AD(       ) 1
 CS3172  NAD 27      -  32 58 54.87400(N)    097 47 12.02600(W) AD(       ) 1
 CS3172  NGVD 29 (07/19/86)  380.33   (m)         1247.8    (f) LEVELING    3  
 CS3172
 CS3172.Superseded values are not recommended for survey control.
 CS3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3172.See file dsdata.txt to determine how the superseded data were derived.
 CS3172
 CS3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1334149948(NAD 83)
 CS3172_MARKER: DD = SURVEY DISK
 CS3172_SETTING: 0 = UNSPECIFIED SETTING
 CS3172
 CS3172  HISTORY     - Date     Condition        Report By
 CS3172  HISTORY     - 1946     MONUMENTED       CGS
 CS3172  HISTORY     - 1951     GOOD             CGS
 CS3172  HISTORY     - 1958     GOOD             USGS
 CS3172  HISTORY     - 1960     GOOD             CGS
 CS3172  HISTORY     - 1968     GOOD             CGS
 CS3172  HISTORY     - 19970524 GOOD             USPSQD
 CS3172
 CS3172                          STATION DESCRIPTION
 CS3172
 CS3172'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3172'STATION IS LOCATED ABOUT 6 MILES WNW OF THE VILLAGE OF SPRINGTOWN,
 CS3172'0.2 MILE N OF STATE HIGHWAY, AND JUST N OF THE SMALL SETTLEMENT
 CS3172'OF AGNES.  IT IS ON A PROMINENT MESA WHICH IS CULTIVATED
 CS3172'ON TOP AND TIMBERED ON THE EDGES.  IT IS 92 FEET W OF THE MAIN
 CS3172'ENTRANCE TO AN OLD ABANDONED FRAME CHURCH HOUSE, 35 FEET W OF
 CS3172'A TRACK ROAD, 33 FEET E OF A FARM ROAD, AND 6 FEET NE OF A
 CS3172'WHITE WOODEN WITNESS POST.
 CS3172'
 CS3172'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CS3172'THE TOP OF CONCRETE POSTS.  THE STATION MARK IS STAMPED AGNES
 CS3172'1946 AND PROJECTS 2 INCHES.
 CS3172'
 CS3172'REFERENCE MARK 1 IS 96.27 FEET NE OF THE STATION AND 1 FOOT
 CS3172'S OF THE SW CORNER OF AN OLD ABANDONED CHURCH HOUSE.  IT IS A
 CS3172'BRONZE REFERENCE DISK, STAMPED AGNES NO 1 1946 AND SET IN THE
 CS3172'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CS3172'
 CS3172'REFERENCE MARK 2 IS 92.74 FEET SW OF THE STATION, 17 FEET W
 CS3172'OF A TRACK ROAD, AND 2 FEET E OF A N-S FENCE LINE.  IT IS A
 CS3172'BRONZE REFERENCE DISK, STAMPED AGNES NO 2 1946, AND IS SET IN
 CS3172'THE TOP OF A CONCRETE POST.  IT PROJECTS 2 INCHES.
 CS3172'
 CS3172'AZIMUTH MARK IS 1 MILE W OF THE STATION AND ABOUT 200 YARDS E
 CS3172'OF THE SUMMIT OF HILL.  IT IS 48 FEET N OF THE APPROXIMATE
 CS3172'CENTER LINE OF STATE HIGHWAY 199, 3.5 FEET SE OF A WHITE
 CS3172'WITNESS POST, AND 1 FOOT S OF A FENCE LINE.  IT IS A BRONZE
 CS3172'AZIMUTH DISK, STAMPED AGNES 1946, AND SET IN THE TOP OF A
 CS3172'CONCRETE POST PROJECTING ABOUT 2 INCHES.
 CS3172'
 CS3172'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 CS3172'HIGHWAY 199 IN SPRINGTOWN, GO NW ON STATE HIGHWAY 199 FOR 5.8
 CS3172'MILES TO A DIRT T-ROAD RIGHT, AND A GAS FILLING STATION ON THE
 CS3172'LEFT.  *TURN RIGHT ON DIRT ROAD AND GO 0.2 MILE TO AN OLD
 CS3172'ABANDONED CHURCH ON THE LEFT AND STATION AS DESCRIBED.
 CS3172'
 CS3172'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 CS3172'199 AND THE DIRT T-ROAD RIGHT, GO W ON STATE HIGHWAY 199 FOR
 CS3172'0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CS3172'
 CS3172'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3172
 CS3172                          STATION RECOVERY (1951)
 CS3172
 CS3172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3172'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3172'DESCRIBED.
 CS3172
 CS3172                          STATION RECOVERY (1958)
 CS3172
 CS3172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS3172'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE
 CS3172'FOLLOWING EXCEPTIONS.  THE CHURCH MENTIONED HAS BEEN DESTROYED.
 CS3172'THERE IS A NEW CHURCH 191.4 FEET NORTHEAST OF STATION.  THE
 CS3172'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 CS3172
 CS3172                          STATION RECOVERY (1960)
 CS3172
 CS3172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS3172'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 CS3172'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CS3172'STATION SITE ARE CORRECT.
 CS3172
 CS3172                          STATION RECOVERY (1968)
 CS3172
 CS3172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LH)
 CS3172'STATION, REFERENCE MARK NO. 1 AND R.M. NO. 2 ALL RECOVERED IN GOOD
 CS3172'CONDITION.
 CS3172'
 CS3172'A HOUSE HAS BEEN MOVED INTO A POSITION SUCH THAT IT BLOCKS LINE OF
 CS3172'SIGHT BETWEEN THE STATION MARK AND R.M. NO. 2.  THE STATION MARK IS
 CS3172'LOCATED ONE (1) FOOT N OF THE HOUSE AND ONE (1) FOOT W OF THE FRONT
 CS3172'PORCH.
 CS3172
 CS3172                          STATION RECOVERY (1997)
 CS3172
 CS3172'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3171 ***********************************************************************
 CS3171  DESIGNATION -  AGNES HIGHEST WINDMILL
 CS3171  PID         -  CS3171
 CS3171  STATE/COUNTY-  TX/PARKER
 CS3171  USGS QUAD   -  POOLVILLE (1959)
 CS3171
 CS3171                         *CURRENT SURVEY CONTROL
 CS3171  ___________________________________________________________________
 CS3171* NAD 83(1993)-  32 58 57.11933(N)    097 47 17.41293(W)     ADJUSTED  
 CS3171* NAVD 88     -                                                        
 CS3171  ___________________________________________________________________
 CS3171  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CS3171  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CS3171
 CS3171  HORZ ORDER  -  THIRD
 CS3171
 CS3171.The horizontal coordinates were established by classical geodetic methods
 CS3171.and adjusted by the National Geodetic Survey in February 1996..
 CS3171
 CS3171
 CS3171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3171
 CS3171.The geoid height was determined by GEOID03.
 CS3171
 CS3171;                    North         East     Units Scale Factor Converg.
 CS3171;SPC TXNC     - 2,146,141.386   666,526.946   MT  0.99987335   +0 23 17.6
 CS3171;SPC TXNC     - 7,041,132.20  2,186,763.82   sFT  0.99987335   +0 23 17.6
 CS3171;UTM  14      - 3,650,002.489   613,229.852   MT  0.99975808   +0 39 35.2
 CS3171
 CS3171                          SUPERSEDED SURVEY CONTROL
 CS3171
 CS3171  NAD 83(1993)-  32 58 57.12338(N)    097 47 17.39698(W) AD(       ) 4
 CS3171  NAD 83(1986)-  32 58 57.12231(N)    097 47 17.39669(W) AD(       ) 4
 CS3171  NAD 27      -  32 58 56.69000(N)    097 47 16.27000(W) AD(       ) 3
 CS3171
 CS3171.Superseded values are not recommended for survey control.
 CS3171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3171.See file dsdata.txt to determine how the superseded data were derived.
 CS3171
 CS3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1323050002(NAD 83)
 CS3171_MARKER: 66 = WINDMILL
 CS3171
 CS3171  HISTORY     - Date     Condition        Report By
 CS3171  HISTORY     - 1902     FIRST OBSERVED   CGS
 CS3171
 CS3171                          STATION DESCRIPTION
 CS3171
 CS3171'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1496 ***********************************************************************
 AH1496  DESIGNATION -  AGUA
 AH1496  PID         -  AH1496
 AH1496  STATE/COUNTY-  TX/KLEBERG
 AH1496  USGS QUAD   -  KLEBERG POINT (1975)
 AH1496
 AH1496                         *CURRENT SURVEY CONTROL
 AH1496  ___________________________________________________________________
 AH1496* NAD 83(1993)-  27 19 37.43881(N)    097 33 55.64088(W)     ADJUSTED  
 AH1496* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1496  ___________________________________________________________________
 AH1496  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AH1496  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH1496
 AH1496  HORZ ORDER  -  SECOND
 AH1496
 AH1496.The horizontal coordinates were established by classical geodetic methods
 AH1496.and adjusted by the National Geodetic Survey in February 1996..
 AH1496
 AH1496.The orthometric height was scaled from a topographic map.
 AH1496
 AH1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1496
 AH1496.The geoid height was determined by GEOID03.
 AH1496
 AH1496;                    North         East     Units Scale Factor Converg.
 AH1496;SPC TX S     - 5,184,301.660   392,479.132   MT  0.99991091   +0 25 27.4
 AH1496;SPC TX S     -17,008,829.70  1,287,658.62   sFT  0.99991091   +0 25 27.4
 AH1496;UTM  14      - 3,023,477.432   641,923.130   MT  0.99984864   +0 39 31.2
 AH1496
 AH1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1496!SPC TX S     -   1.00000321  x   0.99991091  =   0.99991412
 AH1496!UTM  14      -   1.00000321  x   0.99984864  =   0.99985185
 AH1496
 AH1496|---------------------------------------------------------------------|
 AH1496| PID    Reference Object                     Distance      Geod. Az  |
 AH1496|                                                           dddmmss.s |
 AH1496| CV2415 AGUA RM 1                            16.739 METERS 05713     |
 AH1496| CV2416 AGUA RM 2                            21.472 METERS 15830     |
 AH1496| AH1525 KENEDY RANCH WATER TANK             APPROX.17.7 KM 2263330.4 |
 AH1496| AH1500 BUENA VISTA HOTEL SOUTH CHIM        APPROX.10.9 KM 2470356.8 |
 AH1496| AH0595 ROBBINS ECC                         APPROX.17.3 KM 2623239.4 |
 AH1496|---------------------------------------------------------------------|
 AH1496
 AH1496                          SUPERSEDED SURVEY CONTROL
 AH1496
 AH1496  NAD 83(1986)-  27 19 37.45681(N)    097 33 55.61534(W) AD(       ) 2
 AH1496  NAD 27      -  27 19 36.31200(N)    097 33 54.64700(W) AD(       ) 2
 AH1496
 AH1496.Superseded values are not recommended for survey control.
 AH1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1496.See file dsdata.txt to determine how the superseded data were derived.
 AH1496
 AH1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4192323477(NAD 83)
 AH1496_MARKER: Z = SEE DESCRIPTION
 AH1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1496
 AH1496  HISTORY     - Date     Condition        Report By
 AH1496  HISTORY     - 1912     MONUMENTED       CGS
 AH1496  HISTORY     - 1939     SEE DESCRIPTION  CGS
 AH1496  HISTORY     - 1949     GOOD             CGS
 AH1496  HISTORY     - 1949     GOOD             CGS
 AH1496  HISTORY     - 1968     GOOD             CGS
 AH1496
 AH1496                          STATION DESCRIPTION
 AH1496
 AH1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1496'ABOUT 1/2 MILE W OF AGUA DULCE CREEK, 1/2 MILE N, 210 METERS
 AH1496'(689 FEET) S AND 125 METERS (410 FEET) E OF THE SHORES OF A
 AH1496'SALT LAGOON AND 250 METERS (820 FEET) SW OF A SMALL SALT
 AH1496'WATER POND.  THERE IS A LOW RIDGE OF WOODED HILLS ABOUT 1-1/2
 AH1496'MILES W.  THE STATION IS ON TOP OF A HILL IN A CLEARING
 AH1496'AND IS MARKED WITH THE POINT OF A PIECE OF BRASS WITH A
 AH1496'NOTCH IN THE TOP FROM A BLOCK OF CONCRETE SET ABOUT 3 FEET
 AH1496'BELOW THE SURFACE.  ABOVE THIS BLOCK ARE SEVERAL INCHES
 AH1496'OF EARTH OR SAND, THEN A LARGER CYLINDER OR BLOCK OF CONCRETE
 AH1496'EXTENDING TO THE SURFACE, WITH THE POINT OF A PIECE OF BRASS
 AH1496'WITH A NOTCH IN THE TOP PROJECTING FROM IT.  THE PIECES
 AH1496'OF BRASS INDICATE THE CENTER OF THE STATION.  THE LETTERS
 AH1496'U.S.C. AND G.S., WITH DATE OF ESTABLISHMENT OF THE
 AH1496'STATION, ARE CUT INTO THE TOP OF THE SURFACE MARK.
 AH1496'A STANDARD BRONZE DISK SET IN CONCRETE, DESCRIBES THE
 AH1496'REFERENCE MARK, WHICH IS 16.7 METERS (54.8 FEET) FROM THE
 AH1496'STATION.  OTHER BEARINGS TO
 AH1496'ELEVATED STEEL TANK AT LA PARRA, S 46 DEG 33 MIN W.
 AH1496'ELEVATED TANK AT BUENA VISTA HOTEL, S 67 DEG 21 MIN W.
 AH1496
 AH1496                          STATION RECOVERY (1939)
 AH1496
 AH1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1496'STATION IS LOCATED ABOUT 23 MILES SE OF KINGSVILLE, 15.5
 AH1496'MILES E OF RIVIERA, 15 MILES SSW OF LAURELES RANCH HOUSE
 AH1496'ON THE LAURELES SECTION OF THE KING RANCH.  IT IS 3 MILES
 AH1496'N OF BAFFIN BAY ON THE NW SIDE OF ALAZAN BAY, ABOUT 2.5
 AH1496'MILES NW OF END OF A LONG POINT BETWEEN BAFFIN BAY AND ALAZAN
 AH1496'BAY.  IT IS 1/2 MILE NW OF SHORE OF ALAZAN BAY, 4 MILES SSW
 AH1496'OF PORTALES ALAZAN CAMP, AND ABOUT 1.5 MILES SW OF LA CEITERA
 AH1496'ARTESIAN WELL AND WATERING TROUGH.  IT IS ABOUT 1,000 FEET
 AH1496'E OF SHORE OF CALLO INFIERNILLO, ABOUT 200 FEET FROM THE W
 AH1496'END OF SOUTHWESTERLY OF THREE HILLS ON THE NW SIDE OF BAY
 AH1496'BETWEEN CALLO INFIERNILLO AND NEXT INLET NE.  THE HILL IS
 AH1496'FLAT-TOPPED AND COVERED WITH CONSIDERABLE BRUSH AND CACTI.
 AH1496'(STATION IS NOT IN NUECES COUNTY AS STATED IN 1912
 AH1496'DESCRIPTION).
 AH1496'
 AH1496'THE OLD STATION MARK WAS FOUND IN SUCH POOR CONDITION THAT
 AH1496'IT WAS RESET WITH A STANDARD BRONZE DISK IN CONCRETE
 AH1496'AND STAMPED AGUA 1912, 1939.
 AH1496'
 AH1496'THE OLD REFERENCE MARK WAS RECOVERED AND RESET,
 AH1496'AND STAMPED AGUA 1912, 1939.  A NEW REFERENCE MARK WAS ESTABLISHED,
 AH1496'AND STAMPED NO. 2 AGUA 1939.  THE 1912 DISTANCE
 AH1496'CHECKED BUT THE AZIMUTH FAILED TO CHECK BY 5 MINUTES.
 AH1496'
 AH1496'AZIMUTH MARK, IS 1.5 MILES ENE OF STATION JUST
 AH1496'W OF LA CEITERA ARTESIAN WELL.
 AH1496'
 AH1496'A TRUCK MAY BE DRIVEN TO STATION IN FAVORABLE WEATHER BY
 AH1496'FOLLOWING NUMEROUS TRAILS TO LA CEITERA ARTESIAN WELL AND
 AH1496'THEN CROSS COUNTRY TO THE SW, 1.5 MILES TO STATION ON THIRD
 AH1496'HILL.
 AH1496
 AH1496                          STATION RECOVERY (1949)
 AH1496
 AH1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1496'THE STATION, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 AH1496'WERE RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE MARK
 AH1496'NO. 1 WAS RECOVERED BUT IS IN POOR CONDITION.
 AH1496'
 AH1496'THE AZIMUTH MARK WAS NOT OBSERVED UPON BY THIS PARTY.  REFERENCE
 AH1496'MARK NO. 1 IS NOT STAMPED.
 AH1496'
 AH1496'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 AH1496'
 AH1496'THE STATION IS LOCATED ABOUT 23 MILES SOUTHEAST OF KINGSVILLE,
 AH1496'ABOUT 4 MILES SOUTH-SOUTHWEST OF PORTALES ALAZAN CAMP, ABOUT
 AH1496'2-1/2 MILES NORTH-NORTHWEST OF THE WEST POINT OF THE SMALL
 AH1496'PENINSULA BETWEEN BAFFIN BAY AND ALAZAN BAY, ABOUT 1-1/2
 AH1496'MILES SOUTHWEST OF LA COITERS ARTESIAN WELL, AND IS ON
 AH1496'THE LAURELES SECTION OF THE KING RANCH.  IT IS SITUATED
 AH1496'NEAR THE HIGHEST POINT OF A FLAT TOPPED HILL THAT IS PARTLY
 AH1496'COVERED WITH BRUSH.  IT IS STAMPED AGUA 1912 1939 AND
 AH1496'PROJECTS 6 INCHES ABOVE THE GROUND.
 AH1496'THE MARK IS WITNESSED BY A REFERENCE POST.
 AH1496'
 AH1496'REFERENCE MARK NO. 1 PROJECTS ABOUT 2 INCHES AND IS NOT
 AH1496'STAMPED.
 AH1496'
 AH1496'REFERENCE MARK NO. 2 IS STAMPED AGUA NO 2 1912 1939 AND
 AH1496'PROJECTS 10 INCHES.
 AH1496'
 AH1496'THE AZIMUTH MARK IS LOCATED 78 FEET SOUTHEAST OF THE ARTESIAN
 AH1496'WELL, 42 FEET NORTH OF A FENCE CORNER, AND 1 FOOT SOUTH OF
 AH1496'A WITNESS POST.  IT IS STAMPED AGUA 1912 1939 AND PROJECTS
 AH1496'12 INCHES.
 AH1496'
 AH1496'TO REACH THE STATION FROM THE WEST GATE INTO KINGS RANCH
 AH1496'(THIS GATE IS ABOUT 4 MILES EAST OF KINGSVILLE) PASS THROUGH
 AH1496'GATE AND GO EASTERLY FOR 0.5 MILE TO A FORK, TAKE RIGHT FORK
 AH1496'AND GO 3.1 MILES TO ANOTHER FORK, TAKE LEFT FORK AND FOLLOW
 AH1496'THE MAIN TRAVELED GRADED ROAD FOR 16.0 MILES (PASSING THROUGH
 AH1496'6 GATES) TO A METAL GATE INTO THE RANCH YARD AT PORTALES
 AH1496'ALAZAN CAMP (TWO RANCH HOUSES AND A LARGE TIN BARN AT THIS
 AH1496'CAMP), PASS THROUGH THE METAL GATE AND GO 0.1 MILE TO ANOTHER
 AH1496'GATE AT THE NORTHEAST CORNER OF FENCE ENCLOSURE AROUND THE
 AH1496'BUILDINGS, PASS THROUGH THIS GATE AND GO EAST ON TRACK ROAD
 AH1496'FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 AH1496'THE MAIN TRACK ROAD FOR 3.9 MILE TO THE ARTESIAN WELL AND
 AH1496'WATER TROUGH.  (AZIMUTH MARK IS IN THE FENCE LINE THAT
 AH1496'ENCLOSES THE WELL) THENCE CONTINUE SOUTHWEST FOR 0.3 MILE TO
 AH1496'THE SHORE OF OF ALAZAN BAY, BEAR RIGHT AND CONTINUE
 AH1496'ALONG THE BLUFF ABOVE THE BEACH ON A DIM TRACK ROAD FOR
 AH1496'1.25 MILE.  THENCE ANGLE RIGHT AND GO 0.5 MILE TO THE
 AH1496'SUMMIT OF THE LOW HILL AND THE STATION AS DESCRIBED.
 AH1496'
 AH1496'A 60 FOOT SIGNAL AT ROBBINS ECCENTRIC 1931 IS VISIBLE AT
 AH1496'37 FEET.
 AH1496'
 AH1496'AN 87 FOOT SIGNAL AT PORTALES IS VISIBLE AT 37 FEET.
 AH1496'
 AH1496'A 74 FOOT SIGNAL AT HINDJOSO IS VISIBLE AT 37 FEET.
 AH1496'
 AH1496'A 4 FOOT SIGNAL AT ALAZAN 1939 IS VISIBLE AT 25 FEET.
 AH1496
 AH1496                          STATION RECOVERY (1949)
 AH1496
 AH1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1496'THE 1949 DESCRIPTION BY R.L.E. IS ADEQUATE WITH THE FOLLOWING
 AH1496'CHANGE--
 AH1496'
 AH1496'THE AZIMUTH MARK CANNOT BE SEEN FROM THE GROUND AT THE STATION
 AH1496'MARK.
 AH1496
 AH1496                          STATION RECOVERY (1968)
 AH1496
 AH1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH1496'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 AH1496'CONDITION.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED.  THE
 AH1496'TOP OF THE CONCRETE MONUMENT IS CRUMBLED AND DETERIORATED
 AH1496'SO THAT THE DISK IS REMOVABLE.  THE AZIMUTH MARK WAS NOT
 AH1496'SEARCHED FOR.
 AH1496'
 AH1496'THE STATION WAS RECOVERED BY BOAT.  ROAD CHANGES ON THE
 AH1496'KING RANCH REQUIRE A REVISED DESCRIPTION FOR VEHICLE TRAVEL.
 AH1496'
 AH1496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23 MILES
 AH1496'SE OF KINGSVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1601 ***********************************************************************
 AH1601  DESIGNATION -  AGUA DULCE MUNICIPAL TANK
 AH1601  PID         -  AH1601
 AH1601  STATE/COUNTY-  TX/NUECES
 AH1601  USGS QUAD   -  AGUA DULCE (1979)
 AH1601
 AH1601                         *CURRENT SURVEY CONTROL
 AH1601  ___________________________________________________________________
 AH1601* NAD 83(1993)-  27 46 58.16585(N)    097 54 39.36009(W)     ADJUSTED  
 AH1601* NAVD 88     -                                                        
 AH1601  ___________________________________________________________________
 AH1601  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AH1601  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH1601
 AH1601  HORZ ORDER  -  THIRD
 AH1601
 AH1601.The horizontal coordinates were established by classical geodetic methods
 AH1601.and adjusted by the National Geodetic Survey in February 1996..
 AH1601
 AH1601
 AH1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1601
 AH1601.The geoid height was determined by GEOID03.
 AH1601
 AH1601;                    North         East     Units Scale Factor Converg.
 AH1601;SPC TX S     - 5,234,595.455   358,056.515   MT  0.99998760   +0 16 02.8
 AH1601;SPC TX S     -17,173,835.26  1,174,723.75   sFT  0.99998760   +0 16 02.8
 AH1601;UTM  14      - 3,073,620.396   607,297.373   MT  0.99974210   +0 30 27.7
 AH1601
 AH1601                          SUPERSEDED SURVEY CONTROL
 AH1601
 AH1601  NAD 83(1986)-  27 46 58.17345(N)    097 54 39.33857(W) AD(       ) 4
 AH1601  NAD 27      -  27 46 57.08700(N)    097 54 38.34300(W) AD(       ) 3
 AH1601
 AH1601.Superseded values are not recommended for survey control.
 AH1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1601.See file dsdata.txt to determine how the superseded data were derived.
 AH1601
 AH1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0729773620(NAD 83)
 AH1601_MARKER: 53 = ELEVATED TANK
 AH1601
 AH1601  HISTORY     - Date     Condition        Report By
 AH1601  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1601
 AH1601                          STATION DESCRIPTION
 AH1601
 AH1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1601'LOCATED IN THE CENTER SECTION OF TOWN, 1 BLOCK NORTH OF STATE
 AH1601'HIGHWAY 44.  IT IS A 4-LEGGED STEEL STRUCTURE ABOUT 150 FEET
 AH1601'HIGH SUPPORTING A SQUAT-TYPE TANK AND IS PAINTED SILVER.
 AH1601'
 AH1601'THE POINT OBSERVED UPON WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1425 ***********************************************************************
 AB1425  DESIGNATION -  AGUA GORDA SOUTH WINDMILL
 AB1425  PID         -  AB1425
 AB1425  STATE/COUNTY-  TX/WILLACY
 AB1425  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1425
 AB1425                         *CURRENT SURVEY CONTROL
 AB1425  ___________________________________________________________________
 AB1425* NAD 83(1993)-  26 33 04.85518(N)    097 27 44.78004(W)     ADJUSTED  
 AB1425* NAVD 88     -                                                        
 AB1425  ___________________________________________________________________
 AB1425  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 AB1425  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AB1425
 AB1425  HORZ ORDER  -  THIRD
 AB1425
 AB1425.The horizontal coordinates were established by classical geodetic methods
 AB1425.and adjusted by the National Geodetic Survey in February 1996..
 AB1425
 AB1425
 AB1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1425
 AB1425.The geoid height was determined by GEOID03.
 AB1425
 AB1425;                    North         East     Units Scale Factor Converg.
 AB1425;SPC TX S     - 5,098,441.040   403,379.673   MT  0.99992539   +0 28 15.8
 AB1425;SPC TX S     -16,727,135.31  1,323,421.48   sFT  0.99992539   +0 28 15.8
 AB1425;UTM  14      - 2,937,663.321   653,161.256   MT  0.99988962   +0 41 14.7
 AB1425
 AB1425                          SUPERSEDED SURVEY CONTROL
 AB1425
 AB1425  NAD 83(1986)-  26 33 04.86827(N)    097 27 44.74582(W) AD(       ) 4
 AB1425  NAD 27      -  26 33 03.62000(N)    097 27 43.81000(W) AD(       ) 3
 AB1425
 AB1425.Superseded values are not recommended for survey control.
 AB1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1425.See file dsdata.txt to determine how the superseded data were derived.
 AB1425
 AB1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5316137663(NAD 83)
 AB1425_MARKER: 66 = WINDMILL
 AB1425
 AB1425  HISTORY     - Date     Condition        Report By
 AB1425  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1425
 AB1425                          STATION DESCRIPTION
 AB1425
 AB1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1425'LOCATED ON SAUZ RANCH ABOUT 20 MILES E OF RAYMONDVILLE.
 AB1425'
 AB1425'TO REACH FROM SAUZ RANCH HOUSE, GO NW ON ROAD 0.2 MILE TO
 AB1425'GATE, PASS THROUGH AND FOLLOW GRADED ROAD NNE 1.25 MILES
 AB1425'TO BRIDGE, CONTINUE ON GRADED ROAD 1.3 MILES TO FORK OF
 AB1425'GRADED ROAD, TAKE LEFT FORK 100 FT. THEN RIGHT ON DIM TRACK
 AB1425'ROAD 0.25 MILE TO GATE, PASS THROUGH AND FOLLOW TRACK ROAD
 AB1425'N 0.9 MILE TO GATE, PASS THROUGH AND GO 600 FT. TO GATE,
 AB1425'PASS THROUGH AND FOLLOW TRACK ROAD N 1.6 MILES TO REVERSE
 AB1425'FORK, TURN SHARP RIGHT AND FOLLOW TRACK ROAD E 1.7 MILES TO
 AB1425'TWIN WINDMILLS ON LEFT, CONTINUE E 300 FT. TO SHARP TURN
 AB1425'RIGHT, TURN RIGHT (S) 0.2 MILE TO FORK, TAKE LEFT FORK 0.2
 AB1425'MILE TO SHARP TURN LEFT, TURN LEFT AND FOLLOW TRACK ROAD N
 AB1425'1.4 MILES TO FORK, TAKE RIGHT FORK AND GO NE ALONG TRACK ROAD
 AB1425'3.6 MILES TO DIVISION FENCE BETWEEN NORIAS AND SAUZ
 AB1425'RANCHES, TURN RIGHT AND GO E ALONG S SIDE OF FENCE 1.0 MILE
 AB1425'(ROAD LEAVES FENCE AT THIS POINT AND TURNS S), TURN S
 AB1425'AND FOLLOW TRACK ROAD 1.9 MILES TO TWIN WINDMILLS,
 AB1425'CONTINUE SOUTHERLY, CROSSING A SIZABLE SHIFTING SAND AREA,
 AB1425'3 MILES TO TWIN WINDMILLS AND STATION.
 AB1425'
 AB1425'THE STATION IS THE SOUTHERLY OF THE TWIN WINDMILLS.  THE
 AB1425'WINDMILL HAS A STEEL TOWER AND IS ABOUT 40 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0888 ***********************************************************************
 AE0888  DESIGNATION -  AGUA NUEVA
 AE0888  PID         -  AE0888
 AE0888  STATE/COUNTY-  TX/JIM HOGG
 AE0888  USGS QUAD   -  AGUA NUEVA (1972)
 AE0888
 AE0888                         *CURRENT SURVEY CONTROL
 AE0888  ___________________________________________________________________
 AE0888* NAD 83(1993)-  26 56 45.31757(N)    098 35 33.76865(W)     ADJUSTED  
 AE0888* NAVD 88     -       135.869  (meters)     445.76   (feet)  ADJUSTED  
 AE0888  ___________________________________________________________________
 AE0888  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AE0888  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AE0888  DYNAMIC HT  -         135.648 (meters)     445.04  (feet)  COMP
 AE0888  MODELED GRAV-     979,016.9   (mgal)                       NAVD 88
 AE0888
 AE0888  HORZ ORDER  -  FIRST
 AE0888  VERT ORDER  -  SECOND    CLASS 0
 AE0888
 AE0888.The horizontal coordinates were established by classical geodetic methods
 AE0888.and adjusted by the National Geodetic Survey in February 1996..
 AE0888
 AE0888.The orthometric height was determined by differential leveling
 AE0888.and adjusted by the National Geodetic Survey in June 1991..
 AE0888
 AE0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0888
 AE0888.The geoid height was determined by GEOID03.
 AE0888
 AE0888.The dynamic height is computed by dividing the NAVD 88
 AE0888.geopotential number by the normal gravity value computed on the
 AE0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0888.degrees latitude (g = 980.6199 gals.).
 AE0888
 AE0888.The modeled gravity was interpolated from observed gravity values.
 AE0888
 AE0888;                    North         East     Units Scale Factor Converg.
 AE0888;SPC TX S     - 5,141,733.867   290,794.298   MT  0.99989525   -0 02 31.5
 AE0888;SPC TX S     -16,869,171.86    954,047.63   sFT  0.99989525   -0 02 31.5
 AE0888;UTM  14      - 2,980,510.694   540,428.519   MT  0.99962018   +0 11 04.4
 AE0888
 AE0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0888!SPC TX S     -   0.99998254  x   0.99989525  =   0.99987779
 AE0888!UTM  14      -   0.99998254  x   0.99962018  =   0.99960273
 AE0888
 AE0888|---------------------------------------------------------------------|
 AE0888| PID    Reference Object                     Distance      Geod. Az  |
 AE0888|                                                           dddmmss.s |
 AE0888| AE0889 AGUA NUEVA RM 1                      30.512 METERS 04440     |
 AE0888| CV2421 AGUA NUEVA RM 3                      22.048 METERS 14430     |
 AE0888| CV2422 AGUA NUEVA RM 4                      24.702 METERS 22317     |
 AE0888| AE0891 AGUA NUEVA AZ MK                                   2244039.9 |
 AE0888| AE0890 AGUA NUEVA RM 2                      24.289 METERS 29552     |
 AE0888| CV2423 AGUA NUEVA RM 5                                    3425330.4 |
 AE0888|---------------------------------------------------------------------|
 AE0888
 AE0888                          SUPERSEDED SURVEY CONTROL
 AE0888
 AE0888  NAD 83(1986)-  26 56 45.32315(N)    098 35 33.73814(W) AD(       ) 1
 AE0888  NAD 27      -  26 56 44.14100(N)    098 35 32.66500(W) AD(       ) 1
 AE0888  NGVD 29 (??/??/92)  135.914  (m)          445.91   (f) ADJ UNCH    2 0
 AE0888
 AE0888.Superseded values are not recommended for survey control.
 AE0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0888.See file dsdata.txt to determine how the superseded data were derived.
 AE0888
 AE0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4042980511(NAD 83)
 AE0888_MARKER: DS = TRIANGULATION STATION DISK
 AE0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0888_STAMPING: AGUA NUEVA 1935
 AE0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0888+STABILITY: SURFACE MOTION
 AE0888
 AE0888  HISTORY     - Date     Condition        Report By
 AE0888  HISTORY     - 1935     MONUMENTED       CGS
 AE0888  HISTORY     - 1943     GOOD             CGS
 AE0888  HISTORY     - 1943     GOOD             NGS
 AE0888  HISTORY     - 1955     GOOD             SUNOCO
 AE0888  HISTORY     - 1974     GOOD             NGS
 AE0888  HISTORY     - 1974     GOOD             NGS
 AE0888
 AE0888                          STATION DESCRIPTION
 AE0888
 AE0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE0888'STATION IS LOCATED ABOUT 3-1/4 MILES A LITTLE E OF N OF
 AE0888'AGUA NUEVA, 6-1/2 MILES SSW OF ALTA VISTA, AND 9-1/2 MILES
 AE0888'W OF JIM HOGG-BROOKS COUNTY LINE, ON THE HEBBRONVILLE-AGUA
 AE0888'NUEVA ROAD.  STATION MARK IS SET 40 FEET N OF CENTER LINE
 AE0888'OF ROAD.
 AE0888'
 AE0888'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AE0888'BRONZE DISKS SET IN CONCRETE.
 AE0888'
 AE0888'REFERENCE MARK NO. 1 IS NNE OF STATION.
 AE0888'
 AE0888'REFERENCE MARK NO. 2 IS WNW OF STATION.
 AE0888'
 AE0888'AZIMUTH MARK IS 0.25 MILE FROM STATION SET IN N-S FENCE
 AE0888'LINE.  TO REACH FROM STATION GO W ON MAIN ROAD 0.15 MILE,
 AE0888'TURN LEFT AND GO 0.1 MILE TO MARK ON E SIDE OF ROAD.
 AE0888'
 AE0888'TO REACH STATION FROM THE POST OFFICE IN HEBBRONVILLE, GO
 AE0888'E ON MAIN STREET AND STATE HIGHWAY 12 FOR 0.25 MILE AND
 AE0888'KEEP STRAIGHT AHEAD WHERE STATE HIGHWAY 12 TURNS LEFT.  GO
 AE0888'1 MILE AND KEEP STRAIGHT AHEAD OF T-ROAD LEFT.  FOLLOW THE
 AE0888'MAIN ROAD AND TELEPHONE LINE S FOR 25.35 MILES TO A ROAD
 AE0888'FORK AT AN AUTO GATE, TAKE RIGHT FORK AND GO 0.15 MILE TO
 AE0888'A SMALL SETTLEMENT.  CONTINUE S THROUGH SETTLEMENT AND GO
 AE0888'1.6 MILES TO A RIGHT TURN IN ROAD.  TURN RIGHT AND GO 0.15
 AE0888'MILE TO TOP OF GRADE AND STATION.
 AE0888'
 AE0888'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AE0888
 AE0888                          STATION RECOVERY (1943)
 AE0888
 AE0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AE0888'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AE0888'CONDITION.
 AE0888'
 AE0888'STATION IS 3.4 MILES N OF AGUA NUEVA, ABOUT 6.5 MILES SSW
 AE0888'OF ALTA VISTA, ALONG THE HEBBRONVILLE-AGUA NUEVA ROAD, ABOUT
 AE0888'0.1 MILE E OF A SHARP CURVE IN ROAD, AT THE TOP OF A GRADE,
 AE0888'45 FEET N OF THE CENTER LINE OF THE ROAD AND 3 FEET E OF
 AE0888'A 4- BY 4-INCH WOODEN MARKER POST.  IT IS STAMPED AGUA NUEVA
 AE0888'1935.
 AE0888'
 AE0888'REFERENCE MARK 1 IS ABOUT 117 FEET N OF THE CENTER LINE
 AE0888'OF THE ROAD, AND 100.1 FEET NE FROM THE STATION.  IT IS
 AE0888'STAMPED AGUA NUEVA NO. 1 1935.
 AE0888'
 AE0888'REFERENCE MARK 2 IS 79.7 FEET WNW OF THE STATION AND 78
 AE0888'FEET N OF THE CENTER LINE OF THE ROAD.  IT IS STAMPED AGUA
 AE0888'NUEVA NO. 2 1935.
 AE0888'
 AE0888'AZIMUTH MARK IS ABOUT 0.25 MILE SW FROM THE STATION, ABOUT
 AE0888'0.1 MILE S OF A SHARP CURVE, 400 FEET N OF A CATTLEGUARD,
 AE0888'36 FEET E OF THE CENTER LINE OF THE ROAD, 3 FEET N OF A
 AE0888'4- BY 4-INCH WOODEN MARKER POST AND 1.5 FEET W OF RIGHT-OF-WAY
 AE0888'FENCE.  IT IS STAMPED AGUA NUEVA AZI. 1935.
 AE0888
 AE0888                          STATION RECOVERY (1943)
 AE0888
 AE0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AE0888'3.4 MI N FROM AGUA NUEVA.
 AE0888'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED NORTHERLY ON THE
 AE0888'ROAD TO HEBBRONVILLE AND GO 3.4 MILES TO SITE OF BENCH MARK.  BENCH
 AE0888'MARK IS ABOUT 0.1 MILE EAST OF A SHARP TURN IN THE ROAD.  100.1 FEET
 AE0888'SOUTHWEST OF REFERENCE MARK NUMBER 1.  79.7 FEET EAST-SOUTHEAST OF
 AE0888'REFERENCE MARK NUMBER 2.  45 FEET NORTH OF AND ABOUT THE SAME
 AE0888'ELEVATION AS THE CENTERLINE OF THE ROAD.  AND 3.0 FEET EAST OF A 4 BY
 AE0888'4 INCH WOODEN MARKER POST.
 AE0888
 AE0888                          STATION RECOVERY (1955)
 AE0888
 AE0888'RECOVERY NOTE BY SUN OIL COMPANY 1955 (WTR)
 AE0888'IS IN GOOD SHAPE.  THE AZIMUTH MARK IS IN THE EAST RIGHT-OF-WAY
 AE0888'FENCE OF FARM ROAD 1017, AND THE STATION IS .15 MILE EAST
 AE0888'OF THE PAVEMENT AND NORTH OF THE OLD CALICHE COUNTY ROAD.
 AE0888
 AE0888                          STATION RECOVERY (1974)
 AE0888
 AE0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE0888'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 AE0888'MARK 1, 2 AND THE AZIMUTH MARK WERE SEARCHED FOR AND COULD
 AE0888'NOT BE FOUND.  REFERENCE MARKS 3, 4 AND 5 WERE ESTABLISHED.
 AE0888'FOLLOWING IS A NEW DESCRIPTION.
 AE0888'
 AE0888'THE STATION IS ABOUT 26 MILES SOUTH OF HEBBRONVILLE, 15-1/2
 AE0888'MILES NORTH AND 4-1/2 MILES WEST OF LA GLORIA, 0.15 MILE
 AE0888'EAST OF FARM ROAD 1017 AND ON PROPERTY OWNED BY ALBERTO
 AE0888'W. SALDANA, WHO LIVES AT 312 EAST NORTH STREET, HEBBRONVILLE,
 AE0888'TEXAS.
 AE0888'
 AE0888'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AE0888'285 AND FARM ROAD 1017 ABOUT 1 MILE SOUTHEAST OF HEBBRONVILLE,
 AE0888'GO SOUTH ON FARM ROAD 1017 FOR 18.9 MILES TO A GRAVELED
 AE0888'SIDE ROAD LEFT AT A SIGN JONES ALTA VISTA RANCH.  CONTINUE
 AE0888'SOUTH ON ROAD 1017 FOR 7.6 MILES TO REFERENCE MARK 5 ON
 AE0888'THE LEFT.  CONTINUE SOUTH ON ROAD 1017 FOR 0.3 MILE TO A
 AE0888'SIDE ROAD AND GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH
 AE0888'GATE AND GO EAST ON TRACK ROAD FOR 0.15 MILE TO THE STATION
 AE0888'ON THE LEFT.
 AE0888'
 AE0888'STATION MARK IS A STANDARD DISK, STAMPED AGUA NUEVA 1935,
 AE0888'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE0888'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 47.0 FEET
 AE0888'NORTH OF THE CENTER OF A TRACK ROAD AND 60.0 FEET NORTH
 AE0888'OF A FENCE.
 AE0888'
 AE0888'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED AGUA NUEVA
 AE0888'1935 NO 3 1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AE0888'CONCRETE MONUMENT, THAT PROJECTS 5 INCHES ABOVE THE GROUND.
 AE0888'IT IS 14.0 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 1.0
 AE0888'FOOT NORTH OF THE FENCE AND ABOUT 1 FOOT HIGHER THAN THE
 AE0888'STATION.
 AE0888'
 AE0888'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED AGUA NUEVA
 AE0888'1935 NO 4 1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AE0888'CONCRETE MONUMENT, THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 AE0888'IT IS 11.0 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 1.0
 AE0888'FOOT NORTH OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE
 AE0888'STATION.
 AE0888'
 AE0888'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED AGUA NUEVA
 AE0888'1935 NO 5 1973, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AE0888'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS
 AE0888'47.0 FEET EAST OF THE CENTER OF FARM ROAD 1017, 11.5 FEET
 AE0888'NORTHWEST OF A POWER LINE POLE, 2.0 FEET WEST OF A FENCE,
 AE0888'1.7 FEET SOUTH OF A WITNESS POST.  THIS MARK
 AE0888'WILL SERVE AS THE AZIMUTH MARK.
 AE0888'
 AE0888'HEIGHT OF LIGHT ABOVE STATION MARK 76.0 FEET.
 AE0888'
 AE0888'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 AE0888'NORTH-NORTHWEST OF LA GLORIA
 AE0888
 AE0888                          STATION RECOVERY (1974)
 AE0888
 AE0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AE0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0891 ***********************************************************************
 AE0891  DESIGNATION -  AGUA NUEVA AZ MK
 AE0891  PID         -  AE0891
 AE0891  STATE/COUNTY-  TX/JIM HOGG
 AE0891  USGS QUAD   -  AGUA NUEVA (1972)
 AE0891
 AE0891                         *CURRENT SURVEY CONTROL
 AE0891  ___________________________________________________________________
 AE0891* NAD 83(1986)-  26 56 37.     (N)    098 35 41.     (W)     SCALED    
 AE0891* NAVD 88     -       136.706  (meters)     448.51   (feet)  ADJUSTED  
 AE0891  ___________________________________________________________________
 AE0891  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AE0891  DYNAMIC HT  -         136.483 (meters)     447.78  (feet)  COMP
 AE0891  MODELED GRAV-     979,014.8   (mgal)                       NAVD 88
 AE0891
 AE0891  VERT ORDER  -  SECOND    CLASS 0
 AE0891
 AE0891.The horizontal coordinates were scaled from a topographic map and have
 AE0891.an estimated accuracy of +/- 6 seconds.
 AE0891
 AE0891.The orthometric height was determined by differential leveling
 AE0891.and adjusted by the National Geodetic Survey in June 1991..
 AE0891
 AE0891.The geoid height was determined by GEOID03.
 AE0891
 AE0891.The dynamic height is computed by dividing the NAVD 88
 AE0891.geopotential number by the normal gravity value computed on the
 AE0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0891.degrees latitude (g = 980.6199 gals.).
 AE0891
 AE0891.The modeled gravity was interpolated from observed gravity values.
 AE0891
 AE0891;                    North         East    Units  Estimated Accuracy
 AE0891;SPC TX S     - 5,141,480.      290,600.      MT  (+/- 180 meters Scaled)
 AE0891
 AE0891                          SUPERSEDED SURVEY CONTROL
 AE0891
 AE0891  NGVD 29 (??/??/92)  136.749  (m)          448.65   (f) ADJ UNCH    2 0
 AE0891
 AE0891.Superseded values are not recommended for survey control.
 AE0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0891.See file dsdata.txt to determine how the superseded data were derived.
 AE0891
 AE0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ402802(NAD 83)
 AE0891_MARKER: DR = REFERENCE MARK DISK
 AE0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0891_STAMPING: AGUA NUEVA AZI 1935
 AE0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0891+STABILITY: SURFACE MOTION
 AE0891
 AE0891  HISTORY     - Date     Condition        Report By
 AE0891  HISTORY     - 1935     MONUMENTED       CGS
 AE0891  HISTORY     - 1942     GOOD             NGS
 AE0891
 AE0891                          STATION DESCRIPTION
 AE0891
 AE0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0891'3.1 MI N FROM AGUA NUEVA.
 AE0891'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED NORTHERLY ON THE
 AE0891'ROAD TO HEBBRONVILLE AND GO 3.1 MILES TO A CATTLEGUARD AND SITE OF
 AE0891'BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF A SHARP CURVE.
 AE0891'ABOUT 400 FEET NORTH OF THE CATTLEGUARD.  36 FEET EAST OF AND ABOUT
 AE0891'1.5 FEET ABOVE THE CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A 4 BY 4
 AE0891'INCH WOODEN MARKER POST.  AND 1.0 FOOT WEST OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0889 ***********************************************************************
 AE0889  DESIGNATION -  AGUA NUEVA RM 1
 AE0889  PID         -  AE0889
 AE0889  STATE/COUNTY-  TX/JIM HOGG
 AE0889  USGS QUAD   -  AGUA NUEVA (1972)
 AE0889
 AE0889                         *CURRENT SURVEY CONTROL
 AE0889  ___________________________________________________________________
 AE0889* NAD 83(1986)-  26 56 45.     (N)    098 35 33.     (W)     SCALED    
 AE0889* NAVD 88     -       134.600  (meters)     441.60   (feet)  ADJUSTED  
 AE0889  ___________________________________________________________________
 AE0889  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AE0889  DYNAMIC HT  -         134.380 (meters)     440.88  (feet)  COMP
 AE0889  MODELED GRAV-     979,017.0   (mgal)                       NAVD 88
 AE0889
 AE0889  VERT ORDER  -  SECOND    CLASS 0
 AE0889
 AE0889.The horizontal coordinates were scaled from a topographic map and have
 AE0889.an estimated accuracy of +/- 6 seconds.
 AE0889
 AE0889.The orthometric height was determined by differential leveling
 AE0889.and adjusted by the National Geodetic Survey in June 1991..
 AE0889
 AE0889.The geoid height was determined by GEOID03.
 AE0889
 AE0889.The dynamic height is computed by dividing the NAVD 88
 AE0889.geopotential number by the normal gravity value computed on the
 AE0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0889.degrees latitude (g = 980.6199 gals.).
 AE0889
 AE0889.The modeled gravity was interpolated from observed gravity values.
 AE0889
 AE0889;                    North         East    Units  Estimated Accuracy
 AE0889;SPC TX S     - 5,141,720.      290,820.      MT  (+/- 180 meters Scaled)
 AE0889
 AE0889                          SUPERSEDED SURVEY CONTROL
 AE0889
 AE0889  NGVD 29 (??/??/92)  134.644  (m)          441.74   (f) ADJ UNCH    2 0
 AE0889
 AE0889.Superseded values are not recommended for survey control.
 AE0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0889.See file dsdata.txt to determine how the superseded data were derived.
 AE0889
 AE0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ404805(NAD 83)
 AE0889_MARKER: DR = REFERENCE MARK DISK
 AE0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0889_STAMPING: AGUA NUEVA NO 1 1935
 AE0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0889+STABILITY: SURFACE MOTION
 AE0889
 AE0889  HISTORY     - Date     Condition        Report By
 AE0889  HISTORY     - 1935     MONUMENTED       CGS
 AE0889  HISTORY     - 1942     GOOD             NGS
 AE0889
 AE0889                          STATION DESCRIPTION
 AE0889
 AE0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0889'3.4 MI N FROM AGUA NUEVA.
 AE0889'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED NORTHERLY ON THE
 AE0889'ROAD TO HEBBRONVILLE AND GO 3.4 MILES TO SITE OF BENCH MARK.  BENCH
 AE0889'MARK IS ABOUT 0.1 MILE EAST OF A SHARP CURVE IN THE ROAD.  117 FEET
 AE0889'NORTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE ROAD.  AND
 AE0889'100.1 FEET NORTHEAST OF TRIANGULATION STATION AGUA NUEVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0890 ***********************************************************************
 AE0890  DESIGNATION -  AGUA NUEVA RM 2
 AE0890  PID         -  AE0890
 AE0890  STATE/COUNTY-  TX/JIM HOGG
 AE0890  USGS QUAD   -  AGUA NUEVA (1972)
 AE0890
 AE0890                         *CURRENT SURVEY CONTROL
 AE0890  ___________________________________________________________________
 AE0890* NAD 83(1986)-  26 56 45.     (N)    098 35 33.     (W)     SCALED    
 AE0890* NAVD 88     -       135.264  (meters)     443.78   (feet)  ADJUSTED  
 AE0890  ___________________________________________________________________
 AE0890  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AE0890  DYNAMIC HT  -         135.044 (meters)     443.06  (feet)  COMP
 AE0890  MODELED GRAV-     979,017.0   (mgal)                       NAVD 88
 AE0890
 AE0890  VERT ORDER  -  SECOND    CLASS 0
 AE0890
 AE0890.The horizontal coordinates were scaled from a topographic map and have
 AE0890.an estimated accuracy of +/- 6 seconds.
 AE0890
 AE0890.The orthometric height was determined by differential leveling
 AE0890.and adjusted by the National Geodetic Survey in June 1991..
 AE0890
 AE0890.The geoid height was determined by GEOID03.
 AE0890
 AE0890.The dynamic height is computed by dividing the NAVD 88
 AE0890.geopotential number by the normal gravity value computed on the
 AE0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0890.degrees latitude (g = 980.6199 gals.).
 AE0890
 AE0890.The modeled gravity was interpolated from observed gravity values.
 AE0890
 AE0890;                    North         East    Units  Estimated Accuracy
 AE0890;SPC TX S     - 5,141,720.      290,820.      MT  (+/- 180 meters Scaled)
 AE0890
 AE0890                          SUPERSEDED SURVEY CONTROL
 AE0890
 AE0890  NGVD 29 (??/??/92)  135.308  (m)          443.92   (f) ADJ UNCH    2 0
 AE0890
 AE0890.Superseded values are not recommended for survey control.
 AE0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0890.See file dsdata.txt to determine how the superseded data were derived.
 AE0890
 AE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ404805(NAD 83)
 AE0890_MARKER: DR = REFERENCE MARK DISK
 AE0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0890_STAMPING: AGUA NUEVA NO. 2 1935
 AE0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0890+STABILITY: SURFACE MOTION
 AE0890
 AE0890  HISTORY     - Date     Condition        Report By
 AE0890  HISTORY     - 1935     MONUMENTED       CGS
 AE0890  HISTORY     - 1942     GOOD             NGS
 AE0890
 AE0890                          STATION DESCRIPTION
 AE0890
 AE0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0890'3.4 MI N FROM AGUA NUEVA.
 AE0890'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED ON THE ROAD TO
 AE0890'HEBBRONVILLE AND GO 3.4 MILES TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0890'ABOUT 0.1 MILE EASTERLY FROM A SHARP CURVE IN THE ROAD.  79.7 FEET
 AE0890'WEST-NORTHWEST OF TRIANGUATION STATION AGUA NUEVA.  78 FEET NORTH OF
 AE0890'AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1394 ***********************************************************************
 AJ1394  DESIGNATION -  AGUILARES
 AJ1394  PID         -  AJ1394
 AJ1394  STATE/COUNTY-  TX/WEBB
 AJ1394  USGS QUAD   -  MIRANDO CITY (1980)
 AJ1394
 AJ1394                         *CURRENT SURVEY CONTROL
 AJ1394  ___________________________________________________________________
 AJ1394* NAD 83(1993)-  27 26 38.03477(N)    099 05 47.24756(W)     ADJUSTED  
 AJ1394* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 AJ1394  ___________________________________________________________________
 AJ1394  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AJ1394  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AJ1394
 AJ1394  HORZ ORDER  -  THIRD
 AJ1394
 AJ1394.The horizontal coordinates were established by classical geodetic methods
 AJ1394.and adjusted by the National Geodetic Survey in February 1996..
 AJ1394
 AJ1394.The orthometric height was scaled from a topographic map.
 AJ1394
 AJ1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1394
 AJ1394.The geoid height was determined by GEOID03.
 AJ1394
 AJ1394;                    North         East     Units Scale Factor Converg.
 AJ1394;SPC TX S     - 5,197,043.642   241,037.558   MT  0.99992454   -0 16 14.9
 AJ1394;SPC TX S     -17,050,634.02    790,804.05   sFT  0.99992454   -0 16 14.9
 AJ1394;UTM  14      - 3,035,606.343   490,467.797   MT  0.99960112   -0 02 40.0
 AJ1394
 AJ1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1394!SPC TX S     -   0.99997464  x   0.99992454  =   0.99989918
 AJ1394!UTM  14      -   0.99997464  x   0.99960112  =   0.99957577
 AJ1394
 AJ1394:                Primary Azimuth Mark                     Grid Az
 AJ1394:SPC TX S     -  TANGENT                                  200 06 12.0
 AJ1394:UTM  14      -  TANGENT                                  199 52 37.1
 AJ1394
 AJ1394|---------------------------------------------------------------------|
 AJ1394| PID    Reference Object                     Distance      Geod. Az  |
 AJ1394|                                                           dddmmss.s |
 AJ1394| AJ1395 TANGENT                             APPROX. 7.7 KM 1994957.1 |
 AJ1394|---------------------------------------------------------------------|
 AJ1394
 AJ1394                          SUPERSEDED SURVEY CONTROL
 AJ1394
 AJ1394  NAD 83(1986)-  27 26 38.03576(N)    099 05 47.22003(W) AD(       ) 3
 AJ1394  NAD 27      -  27 26 36.95474(N)    099 05 46.06408(W) AD(       ) 3
 AJ1394
 AJ1394.Superseded values are not recommended for survey control.
 AJ1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1394.See file dsdata.txt to determine how the superseded data were derived.
 AJ1394
 AJ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR9046835606(NAD 83)
 AJ1394_MARKER: DD = SURVEY DISK
 AJ1394_SETTING: 0 = UNSPECIFIED SETTING
 AJ1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1394
 AJ1394  HISTORY     - Date     Condition        Report By
 AJ1394  HISTORY     - 1968     MONUMENTED       USGS
 AJ1394
 AJ1394                          STATION DESCRIPTION
 AJ1394
 AJ1394'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ1394'TO REACH STATION FROM SCHOOL IN AGUILARES GO NW. ALONG PAVED ST. 0.3
 AJ1394'MI. TO A T-RD.JUNCTION SW.TURN LEFT ACROSS RAILROAD TRACKS AND TRAVEL
 AJ1394'0.45 MI.STATION IS LOCATED ON LOW BRUSH COVERED HILL ABOUT 1000 FT.TO
 AJ1394'THE RIGHT W. OF THIS POINT.  THE STATION MARK IS A USGS TABLET ON TOP
 AJ1394'OF AN IRON POST PROJECTING ABOUT 1.0 FT. THE TABLET IS NOT STAMPED.
 AJ1394'
 AJ1394'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1393 ***********************************************************************
 AJ1393  DESIGNATION -  AGUILARES CHURCH SPIRE
 AJ1393  PID         -  AJ1393
 AJ1393  STATE/COUNTY-  TX/WEBB
 AJ1393  USGS QUAD   -  MIRANDO CITY (1980)
 AJ1393
 AJ1393                         *CURRENT SURVEY CONTROL
 AJ1393  ___________________________________________________________________
 AJ1393* NAD 83(1993)-  27 26 58.29111(N)    099 05 15.43203(W)     ADJUSTED  
 AJ1393* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 AJ1393  ___________________________________________________________________
 AJ1393  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AJ1393  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AJ1393
 AJ1393  HORZ ORDER  -  THIRD
 AJ1393
 AJ1393.The horizontal coordinates were established by classical geodetic methods
 AJ1393.and adjusted by the National Geodetic Survey in February 1996..
 AJ1393
 AJ1393.The orthometric height was scaled from a topographic map.
 AJ1393
 AJ1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1393
 AJ1393.The geoid height was determined by GEOID03.
 AJ1393
 AJ1393;                    North         East     Units Scale Factor Converg.
 AJ1393;SPC TX S     - 5,197,662.995   241,914.095   MT  0.99992530   -0 16 00.4
 AJ1393;SPC TX S     -17,052,666.01    793,679.83   sFT  0.99992530   -0 16 00.4
 AJ1393;UTM  14      - 3,036,228.952   491,341.596   MT  0.99960093   -0 02 25.4
 AJ1393
 AJ1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1393!SPC TX S     -   0.99997511  x   0.99992530  =   0.99990041
 AJ1393!UTM  14      -   0.99997511  x   0.99960093  =   0.99957605
 AJ1393
 AJ1393                          SUPERSEDED SURVEY CONTROL
 AJ1393
 AJ1393  NAD 83(1986)-  27 26 58.29223(N)    099 05 15.40459(W) AD(       ) 4
 AJ1393  NAD 27      -  27 26 57.20944(N)    099 05 14.25196(W) AD(       ) 3
 AJ1393
 AJ1393.Superseded values are not recommended for survey control.
 AJ1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1393.See file dsdata.txt to determine how the superseded data were derived.
 AJ1393
 AJ1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR9134236229(NAD 83)
 AJ1393_MARKER: 90 = CHURCH SPIRE
 AJ1393
 AJ1393  HISTORY     - Date     Condition        Report By
 AJ1393  HISTORY     - 1920     FIRST OBSERVED   USGS
 AJ1393
 AJ1393                          STATION DESCRIPTION
 AJ1393
 AJ1393'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1393'STATION MARK - CENTER OF CHURCH SPIRE IN TOWN OF AGUILARES.
 AJ1393'
 AJ1393'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1348 ***********************************************************************
 CR1348  SACS        -  This is a Secondary Airport Control Station.
 CR1348  DESIGNATION -  AHPORT
 CR1348  PID         -  CR1348
 CR1348  STATE/COUNTY-  TX/HENDERSON
 CR1348  USGS QUAD   -  ATHENS (1984)
 CR1348
 CR1348                         *CURRENT SURVEY CONTROL
 CR1348  ___________________________________________________________________
 CR1348* NAD 83(1993)-  32 09 55.65732(N)    095 49 43.17214(W)     ADJUSTED  
 CR1348* NAVD 88     -       134.66   (meters)     441.8    (feet)  GPS OBS   
 CR1348  ___________________________________________________________________
 CR1348  X           -    -548,838.515 (meters)                     COMP
 CR1348  Y           -  -5,376,464.631 (meters)                     COMP
 CR1348  Z           -   3,376,035.011 (meters)                     COMP
 CR1348  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CR1348  ELLIP HEIGHT-         108.91  (meters)          (02/26/01) GPS OBS
 CR1348  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CR1348
 CR1348  HORZ ORDER  -  FIRST
 CR1348  ELLP ORDER  -  FOURTH    CLASS I
 CR1348
 CR1348.This mark is at Athens Muni (F44) Airport (F44)
 CR1348
 CR1348.The horizontal coordinates were established by GPS observations
 CR1348.and adjusted by the National Geodetic Survey in August 1996..
 CR1348
 CR1348.The orthometric height was determined by GPS observations and a
 CR1348.high-resolution geoid model.
 CR1348
 CR1348.GPS derived orthometric heights for airport stations designated as
 CR1348.PACS or SACS are published to 2 decimal places.  This maintains
 CR1348.centimeter relative accuracy between the PACS and SACS.  It does
 CR1348.not indicate centimeter accuracy relative to other marks which are
 CR1348.part of the NAVD 88 network.
 CR1348
 CR1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1348
 CR1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1348
 CR1348.The ellipsoidal height was determined by GPS observations
 CR1348.and is referenced to NAD 83.
 CR1348
 CR1348.The geoid height was determined by GEOID03.
 CR1348
 CR1348;                    North         East     Units Scale Factor Converg.
 CR1348;SPC TXNC     - 2,058,516.175   851,939.698   MT  0.99999126   +1 27 25.0
 CR1348;SPC TXNC     - 6,753,648.48  2,795,072.16   sFT  0.99999126   +1 27 25.0
 CR1348;UTM  15      - 3,562,283.136   233,251.678   MT  1.00047758   -1 30 24.4
 CR1348
 CR1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1348!SPC TXNC     -   0.99998290  x   0.99999126  =   0.99997416
 CR1348!UTM  15      -   0.99998290  x   1.00047758  =   1.00046047
 CR1348
 CR1348|---------------------------------------------------------------------|
 CR1348| PID    Reference Object                     Distance      Geod. Az  |
 CR1348|                                                           dddmmss.s |
 CR1348| CR1349 AHPORT AZ MK                        398.742 METERS 35850     |
 CR1348|---------------------------------------------------------------------|
 CR1348
 CR1348                          SUPERSEDED SURVEY CONTROL
 CR1348
 CR1348  ELLIP H (08/20/96)  108.95   (m)                       GP(       ) 4 1
 CR1348  NAD 83(1993)-  32 09 55.65899(N)    095 49 43.17156(W) AD(       ) 3
 CR1348  ELLIP H (02/16/96)  109.11   (m)                       GP(       ) 5 1
 CR1348  ELLIP H (01/21/93)  108.89   (m)                       GP(       ) 4 2
 CR1348  NAD 83(1986)-  32 09 55.66745(N)    095 49 43.15345(W) AD(       ) 3
 CR1348  NAD 27      -  32 09 55.11402(N)    095 49 42.28605(W) AD(       ) 3
 CR1348  NGVD 29 (12/08/88)  134.8    (m)          442.     (f) GPS OBS        
 CR1348
 CR1348.Superseded values are not recommended for survey control.
 CR1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1348.See file dsdata.txt to determine how the superseded data were derived.
 CR1348
 CR1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR3325262283(NAD 83)
 CR1348_MARKER: I = METAL ROD
 CR1348_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1348_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1348_STAMPING: AHPORT 1988
 CR1348_MARK LOGO: NGS   
 CR1348_PROJECTION: FLUSH
 CR1348_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1348+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1994
 CR1348_ROD/PIPE-DEPTH: 5.49 meters
 CR1348_SLEEVE-DEPTH  : 0.76 meters
 CR1348
 CR1348  HISTORY     - Date     Condition        Report By
 CR1348  HISTORY     - 1988     MONUMENTED       NGS
 CR1348  HISTORY     - 19941128 GOOD             NGS
 CR1348
 CR1348                          STATION DESCRIPTION
 CR1348
 CR1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 CR1348'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTH OF ATHENS, AT THE
 CR1348'ATHENS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF ATHENS, DR.
 CR1348'D.A.JONES-MANAGER, ATHENS TX.  TELEPHONE NUMBER 214-675-2697.
 CR1348'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 175 AND STATE
 CR1348'HIGHWAY 19.  GO SOUTH ON STATE HIGHWAY 19 FOR 1.4 KM (0.85 MI) TO THE
 CR1348'JUNCTION OF FARM ROAD 589.  CONTINUE SOUTH ON STATE HIGHWAY 19 FOR
 CR1348'3.7 KM (2.30 MI) TO FARM ROAD 1516 ON THE LEFT.  TURN LEFT AND GO
 CR1348'EAST ON FARM ROAD 1516 FOR 0.3 KM (0.20 MI) TO A CURVE AND A OIL ROAD
 CR1348'ON THE LEFT.  TURN LEFT AND GO NORTH FOR 1.3 KM (0.80 MI) TO A ROAD
 CR1348'ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.5 KM (0.30 MI) TO A
 CR1348'T-ROAD.  TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.20 MI) PASSING THROUGH
 CR1348'A GATE LEADING TO THE AIRPORT OFFICE AND THE STATION ON THE NORTHSIDE
 CR1348'OF THE MID FIELD CONNECTOR.
 CR1348'THE STATION MARK IS SET 27.4 M (89.9 FT) WEST OF THE CENTER OF THE
 CR1348'RUNWAY, 12.0 M (39.4 FT) NORTH OF THE CENTER OF THE CONNECTOR,
 CR1348'AND2.2M (7.2 FT) SOUTH OF THE EAST END OF A HEADWALL AND WITNESS
 CR1348'POST.
 CR1348'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1348'DESCRIBED BY R.D. BALL.
 CR1348
 CR1348                          STATION RECOVERY (1994)
 CR1348
 CR1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1348'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTH OF ATHENS, AT THE
 CR1348'ATHENS MUNICIPAL AIRPORT, IN THE GRASS MEDIAN OF THE RUNWAY AND
 CR1348'PARALLEL TAXI, AND ON THE NORTH SIDE OF THE MIDFIELD CONNECTOR.
 CR1348'OWNERSHIP--CITY OF ATHENS, P.O.  BOX 721, ATHENS TX 75751.  FBO IS
 CR1348'RALPH CUMMINS.  PHONE 903-677-1897.  TO REACH FROM THE JUNCTION OF
 CR1348'U.S.  HIGHWAY 175 AND STATE HIGHWAY 19, GO SOUTH ON STATE HIGHWAY 19
 CR1348'FOR 1.4 KM (0.85 MI) TO THE JUNCTION OF FARM ROAD 59.  CONTINUE SOUTH
 CR1348'ON STATE HIGHWAY 19 FOR 3.7 KM (2.30 MI) TO FARM ROAD 1615 ON THE
 CR1348'LEFT.  TURN LEFT, EAST, ON FARM ROAD 1615 FOR 0.3 KM (0.20 MI) TO A
 CR1348'CURVE AND A OIL ROAD ON THE LEFT.  TURN LEFT, NORTH FOR 1.3 KM (0.80
 CR1348'MI) TO A ROAD ON THE RIGHT.  TURN RIGHT, EAST FOR 0.5 KM (0.30 MI) TO
 CR1348'A T-ROAD.  TURN RIGHT, SOUTH, FOR 0.16 KM (0.10 MI) TO A GATE AT THE
 CR1348'APRON.  PASS THROUGH THE GATE, TURN LEFT, EAST, ACROSS APRON FOR 0.15
 CR1348'KM (0.10 MI) THE STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP
 CR1348'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM
 CR1348'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 CR1348'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 27.8 M (91.2 FT) WEST OF
 CR1348'THE CENTER OF THE RUNWAY, 11.4 M (37.4 FT) NORTH OF THE CENTER OF THE
 CR1348'CONNECTOR, 3.7 M (12.1 FT) WEST OF THE SOUTHWEST CORNER OF RUNWAY SIGN
 CR1348'17-35, AND 2.2 M (7.2 FT) SOUTH OF THE EAST END OF A HEADWALL AND
 CR1348'FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1349 ***********************************************************************
 CR1349  SACS        -  This is a Secondary Airport Control Station.
 CR1349  DESIGNATION -  AHPORT AZ MK
 CR1349  PID         -  CR1349
 CR1349  STATE/COUNTY-  TX/HENDERSON
 CR1349  USGS QUAD   -  ATHENS (1984)
 CR1349
 CR1349                         *CURRENT SURVEY CONTROL
 CR1349  ___________________________________________________________________
 CR1349* NAD 83(1993)-  32 10 08.59964(N)    095 49 43.48391(W)     ADJUSTED  
 CR1349* NAVD 88     -       132.96   (meters)     436.2    (feet)  GPS OBS   
 CR1349  ___________________________________________________________________
 CR1349  X           -    -548,824.942 (meters)                     COMP
 CR1349  Y           -  -5,376,251.229 (meters)                     COMP
 CR1349  Z           -   3,376,371.580 (meters)                     COMP
 CR1349  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 CR1349  ELLIP HEIGHT-         107.22  (meters)          (02/26/01) GPS OBS
 CR1349  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CR1349
 CR1349  HORZ ORDER  -  FIRST
 CR1349  ELLP ORDER  -  FOURTH    CLASS I
 CR1349
 CR1349.This mark is at Athens Muni (F44) Airport (F44)
 CR1349
 CR1349.The horizontal coordinates were established by GPS observations
 CR1349.and adjusted by the National Geodetic Survey in August 1996..
 CR1349
 CR1349.The orthometric height was determined by GPS observations and a
 CR1349.high-resolution geoid model.
 CR1349
 CR1349.GPS derived orthometric heights for airport stations designated as
 CR1349.PACS or SACS are published to 2 decimal places.  This maintains
 CR1349.centimeter relative accuracy between the PACS and SACS.  It does
 CR1349.not indicate centimeter accuracy relative to other marks which are
 CR1349.part of the NAVD 88 network.
 CR1349
 CR1349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1349
 CR1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1349
 CR1349.The ellipsoidal height was determined by GPS observations
 CR1349.and is referenced to NAD 83.
 CR1349
 CR1349.The geoid height was determined by GEOID03.
 CR1349
 CR1349;                    North         East     Units Scale Factor Converg.
 CR1349;SPC TXNC     - 2,058,914.493   851,921.396   MT  0.99999030   +1 27 24.8
 CR1349;SPC TXNC     - 6,754,955.30  2,795,012.11   sFT  0.99999030   +1 27 24.8
 CR1349;UTM  15      - 3,562,682.062   233,253.997   MT  1.00047757   -1 30 25.1
 CR1349
 CR1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1349!SPC TXNC     -   0.99998317  x   0.99999030  =   0.99997347
 CR1349!UTM  15      -   0.99998317  x   1.00047757  =   1.00046073
 CR1349
 CR1349|---------------------------------------------------------------------|
 CR1349| PID    Reference Object                     Distance      Geod. Az  |
 CR1349|                                                           dddmmss.s |
 CR1349| CR1348 AHPORT                              398.742 METERS 17850     |
 CR1349|---------------------------------------------------------------------|
 CR1349
 CR1349                          SUPERSEDED SURVEY CONTROL
 CR1349
 CR1349  ELLIP H (08/20/96)  107.26   (m)                       GP(       ) 4 1
 CR1349  NAD 83(1993)-  32 10 08.60159(N)    095 49 43.48295(W) AD(       ) 3
 CR1349  ELLIP H (02/16/96)  107.42   (m)                       GP(       ) 5 1
 CR1349  NAD 83(1986)-  32 10 08.61006(N)    095 49 43.46483(W) AD(       ) 3
 CR1349  NAD 27      -  32 10 08.05695(N)    095 49 42.59737(W) AD(       ) 3
 CR1349  NGVD 29 (12/08/88)  133.1    (m)          437.     (f) GPS OBS        
 CR1349
 CR1349.Superseded values are not recommended for survey control.
 CR1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1349.See file dsdata.txt to determine how the superseded data were derived.
 CR1349
 CR1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR3325462682(NAD 83)
 CR1349_MARKER: I = METAL ROD
 CR1349_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1349_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1349_STAMPING: AHPORT AZ MK 1988
 CR1349_MARK LOGO: NGS   
 CR1349_PROJECTION: FLUSH
 CR1349_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1349+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1994
 CR1349_ROD/PIPE-DEPTH: 8.53 meters
 CR1349_SLEEVE-DEPTH  : 0.76 meters
 CR1349
 CR1349  HISTORY     - Date     Condition        Report By
 CR1349  HISTORY     - 1988     MONUMENTED       NGS
 CR1349  HISTORY     - 19941128 GOOD             NGS
 CR1349
 CR1349                          STATION DESCRIPTION
 CR1349
 CR1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 CR1349'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTH OF ATHENS, AT THE
 CR1349'ATHENS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF ATHENS, DR.
 CR1349'D.A.JONESMANAGER, ATHENS TX.  TELEPHONE NUMBER 214-675-2697.
 CR1349'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 175 AND STATE
 CR1349'HIGHWAY 19.  GO SOUTH ON STATE HIGHWAY 19 FOR 1.4 KM (0.85 MI) TO THE
 CR1349'JUNCTION OF FARM ROAD 589.  CONTINUE SOUTH ON STATE HIGHWAY 19 FOR
 CR1349'3.7 KM (2.30 MI) TO FARM ROAD 1516 ON THE LEFT.  TURN LEFT AND GO
 CR1349'EAST ON FARM ROAD 1516 FOR 0.3 KM (0.20 MI) TO A CURVE AND A OIL ROAD
 CR1349'ON THE LEFT.  TURN LEFT AND GO NORTH FOR 1.3 KM (0.80 MI) TO A ROAD
 CR1349'ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.5 KM (0.30 MI) TO A
 CR1349'T-ROAD.  TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.20 MI) PASSING THROUGH
 CR1349'A GATE LEADING TO THE AIRPORT OFFICE.  GO TO THE TAXIWAY, TURN
 CR1349'LEFTAND GO NORTH TO THE END OF THE TAXIWAY AND THE STATION ON THE
 CR1349'LEFT.
 CR1349'THE MARK IS SET 36.6 M (120.1 FT) WEST OF THE CENTER OF THE RUNWAY,
 CR1349'18.3 M (60.0 FT) SOUTH OF THE CENTER OF THE TAXIWAY, 2.4 M (7.9
 CR1349'FT)NORTHEAST OF THE EAST END OF A HEADWALL AND WITNESS POST.
 CR1349'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1349'DESCRIBED BY R.D. BALL.
 CR1349
 CR1349                          STATION RECOVERY (1994)
 CR1349
 CR1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1349'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTH OF ATHENS, AT THE
 CR1349'ATHENS MUNICIPAL AIRPORT, IN THE GRASS MEDIAN OF THE RUNWAY AND
 CR1349'PARALLEL TAXI, AND AT THE SOUTH SIDE OF THE CONNECTOR TAXI AT RUNWAY
 CR1349'END 17.  OWNERSHIP--CITY OF ATHENS, P.O.  BOX 721, ATHENS TX 75751.
 CR1349'FBO IS RALPH CUMMINS.  PHONE 903-677-1897.  TO REACH FROM THE JUNCTION
 CR1349'OF U.S.  HIGHWAY 175 AND STATE HIGHWAY 19, GO SOUTH ON STATE HIGHWAY
 CR1349'19 FOR 1.4 KM (0.85 MI) TO THE JUNCTION OF FARM ROAD 59. CONTINUE
 CR1349'SOUTH ON STATE HIGHWAY 19 FOR 3.7 KM (2.30 MI) TO FARM ROAD 1615 ON
 CR1349'THE LEFT.  TURN LEFT, EAST, ON FARM ROAD 1615 FOR 0.3 KM (0.20 MI) TO
 CR1349'A CURVE AND A OIL ROAD ON THE LEFT.  TURN LEFT, NORTH FOR 1.3 KM (0.80
 CR1349'MI) TO A ROAD ON THE RIGHT.  TURN RIGHT, EAST FOR 0.5 KM (0.30 MI) TO
 CR1349'A T-ROAD.  TURN RIGHT, SOUTH, FOR 0.16 KM (0.10 MI) TO A GATE AT THE
 CR1349'APRON.  PASS THROUGH THE GATE, TURN LEFT, EAST, ACROSS APRON FOR 0.12
 CR1349'KM (0.05 MI) TO THE PARALLEL TAXI.  TURN LEFT, NORTH, ALONG THE TAXI
 CR1349'FOR 0.40 KM (0.25 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 CR1349'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 CR1349'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 CR1349'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 34.6 M (113.5
 CR1349'FT) WEST OF THE CENTER OF THE RUNWAY, 38.0 M (124.7 FT) EAST OF THE
 CR1349'CENTER OF THE TAXI, 18.3 M (60.0 FT) SOUTH OF THE CENTER OF THE
 CR1349'CONNECTOR, AND 2.4 M (7.9 FT) NORTHEAST OF THE EAST END OF A CONCRETE
 CR1349'HEADWALL AND FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0339 ***********************************************************************
 EN0339  FBN         -  This is a Federal Base Network Control Station.
 EN0339  DESIGNATION -  AIKEN
 EN0339  PID         -  EN0339
 EN0339  STATE/COUNTY-  TX/FLOYD
 EN0339  USGS QUAD   -  AIKEN (1968)
 EN0339
 EN0339                         *CURRENT SURVEY CONTROL
 EN0339  ___________________________________________________________________
 EN0339* NAD 83(1993)-  34 08 06.67415(N)    101 30 14.14434(W)     ADJUSTED  
 EN0339* NAVD 88     -      1006.0    (meters)    3301.     (feet)  GPS OBS   
 EN0339  ___________________________________________________________________
 EN0339  X           -  -1,054,148.085 (meters)                     COMP
 EN0339  Y           -  -5,179,485.338 (meters)                     COMP
 EN0339  Z           -   3,559,418.041 (meters)                     COMP
 EN0339  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 EN0339  ELLIP HEIGHT-         979.39  (meters)          (05/01/00) GPS OBS
 EN0339  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0339
 EN0339  HORZ ORDER  -  B
 EN0339  VERT ORDER  -  THIRD (See Below)
 EN0339  ELLP ORDER  -  THIRD     CLASS I
 EN0339
 EN0339.The horizontal coordinates were established by GPS observations
 EN0339.and adjusted by the National Geodetic Survey in May 1994..
 EN0339
 EN0339.The orthometric height was determined by GPS observations and a
 EN0339.high-resolution geoid model.
 EN0339.The vertical order pertains to the NGVD 29 superseded value.
 EN0339
 EN0339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EN0339
 EN0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0339
 EN0339.The ellipsoidal height was determined by GPS observations
 EN0339.and is referenced to NAD 83.
 EN0339
 EN0339.The geoid height was determined by GEOID03.
 EN0339
 EN0339;                    North         East     Units Scale Factor Converg.
 EN0339;SPC TXNC     - 2,277,714.202   322,946.590   MT  1.00005136   -1 38 18.0
 EN0339;SPC TXNC     - 7,472,800.68  1,059,533.94   sFT  1.00005136   -1 38 18.0
 EN0339;UTM  14      - 3,779,977.628   269,107.107   MT  1.00025722   -1 24 20.5
 EN0339
 EN0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0339!SPC TXNC     -   0.99984628  x   1.00005136  =   0.99989763
 EN0339!UTM  14      -   0.99984628  x   1.00025722  =   1.00010346
 EN0339
 EN0339:                Primary Azimuth Mark                     Grid Az
 EN0339:SPC TXNC     -  LOCKNEY MUNICIPAL TANK                   103 25 27.8
 EN0339:UTM  14      -  LOCKNEY MUNICIPAL TANK                   103 11 30.3
 EN0339
 EN0339|---------------------------------------------------------------------|
 EN0339| PID    Reference Object                     Distance      Geod. Az  |
 EN0339|                                                           dddmmss.s |
 EN0339| EN0834 LOCKNEY MUNICIPAL TANK              APPROX. 6.0 KM 1014709.8 |
 EN0339| EN0833 LOCKNEY PATTERSON GRAIN ELEV        APPROX. 6.3 KM 1093148.8 |
 EN0339| CJ5594 AIKEN AZ MK                                        1160633.9 |
 EN0339| EN0340 AIKEN RM 1                           11.896 METERS 17924     |
 EN0339| EN0341 AIKEN RM 2                            8.662 METERS 19855     |
 EN0339| EN0850 AIKEN PAYMASTER SEED CO TANK        APPROX. 2.3 KM 2922615.5 |
 EN0339|---------------------------------------------------------------------|
 EN0339
 EN0339                          SUPERSEDED SURVEY CONTROL
 EN0339
 EN0339  ELLIP H (05/09/94)  979.35   (m)                       GP(       ) 4 2
 EN0339  NAD 83(1986)-  34 08 06.68061(N)    101 30 14.13974(W) AD(       ) 2
 EN0339  NAD 27      -  34 08 06.41686(N)    101 30 12.53978(W) AD(       ) 2
 EN0339  NGVD 29 (01/29/03) 1005.60   (m)         3299.2    (f) RESET       3  
 EN0339
 EN0339.Superseded values are not recommended for survey control.
 EN0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0339.See file dsdata.txt to determine how the superseded data were derived.
 EN0339
 EN0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC6910779978(NAD 83)
 EN0339_MARKER: DS = TRIANGULATION STATION DISK
 EN0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0339_SP_SET: SQUARE CONCRETE MONUMENT
 EN0339_STAMPING: AIKEN 1964
 EN0339_MARK LOGO: CGS   
 EN0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0339+STABILITY: SURFACE MOTION
 EN0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0339+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1998
 EN0339
 EN0339  HISTORY     - Date     Condition        Report By
 EN0339  HISTORY     - 1964     MONUMENTED       CGS
 EN0339  HISTORY     - 1972     GOOD             NGS
 EN0339  HISTORY     - 1974     GOOD             NGS
 EN0339  HISTORY     - 19930216 GOOD             NGS
 EN0339  HISTORY     - 19980129 GOOD             NGS
 EN0339
 EN0339                          STATION DESCRIPTION
 EN0339
 EN0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0339'STATION IS LOCATED ABOUT 12.0 MILES EAST SOUTHEAST OF PLAINVIEW, 3.5
 EN0339'MILES WEST NORTHWEST OF LOCKNEY AND 1.2 MILES EAST SOUTHEAST OF
 EN0339'AIKEN ON THE NORTH SIDE OF U. S. HIGHWAY 70.
 EN0339'
 EN0339'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U. S. HIGHWAY 70
 EN0339'AND TEXAS FARM ROAD 378, IN THE SOUTHEAST EDGE OF LOCKNEY, GO
 EN0339'NORTHWEST ON U. S. HIGHWAY 70 FOR 4.3 MILES TO A CROSSROAD.
 EN0339'CONTINUE 0.1 MILE TO THE STATION ON THE RIGHT ACROSS FROM THE BELTED
 EN0339'ACRESS RANCH.
 EN0339'
 EN0339'STATION, STAMPED AIKEN 1964, IS A STANDARD USC AND GS BRONZE DISK SET
 EN0339'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 EN0339'2-INCHES ABOVE THE GROUND.  IT IS BENEATH POWER LINE 97.7 FEET EAST
 EN0339'SOUTHEAST OF POWER POLE, 86.6 FEET NORTHWEST OF THE CENTERLINE OF
 EN0339'THE WEST BOUND LANE OF U. S. HIGHWAY 70, 51.3 FEET SOUTHWEST OF THE
 EN0339'NEAREST RAILROAD TRACK AND 2.2 FEET EAST SOUTHEAST OF STANDARD
 EN0339'METAL WITNESS POST AND SIGN.
 EN0339'
 EN0339'R. M. NO. 1 STAMPED AIKEN NO 1 1964, IS A STANDARD USC AND GS BRONZE
 EN0339'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EN0339'PROJECTS ABOUT 2-INCHES ABOVE THE GROUND.  IT IS BENEATH POWER LINE
 EN0339'87.5 FEET NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANE OF
 EN0339'U. S. HIGHWAY 70, 51.0 FEET SOUTHWEST OF THE NEAREST RAIL OF
 EN0339'RAILROAD TRACK AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0339'
 EN0339'R. M. NO. 2, STAMPED AIKEN NO 2 1964, IS A STANDARD USC AND GS BRONZE
 EN0339'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EN0339'PROJECTS ABOUT 2-INCHES ABOVE THE GROUND.  IT IS 79.7 FEET
 EN0339'SOUTHWEST OF THE NEAREST RAIL OF THE RAILROAD TRACK, 58.2 FEET
 EN0339'NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANE OF U. S.
 EN0339'HIGHWAY 70 AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0339'
 EN0339'AZIMUTH MARK, STAMPED AIKEN 1964, IS A STANDARD USC AND GS BRONZE
 EN0339'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EN0339'PROJECTS ABOUT 3-INCHES ABOVE THE GROUND.  IT IS 67.0 FEET
 EN0339'SOUTHWEST OF THE EAST BOUND LANE OF U. S. HIGHWAY 70, 9.6 FEET
 EN0339'NORTHWEST OF POWER POLE, 2.2 FEET SOUTH OF METAL WITNESS POST AND
 EN0339'SIGN AND ABOUT 100 FEET NORTHWEST OF POND.
 EN0339'
 EN0339'TO REACH AZIMUTH MARK FORM THE STATION TAKE THE EAST BOUND LANE OF
 EN0339'U. S. HIGHWAY 70 0.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 EN0339
 EN0339                          STATION RECOVERY (1972)
 EN0339
 EN0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EN0339'3.5 MI NW FROM LOCKNEY.
 EN0339'FROM THE RAILROAD STATION IN LOCKNEY, GO NORTHWESTERLY ON U.S. HWY. 70
 EN0339'FOR 3.4 MILES TO THE INTERSECTION OF FARM ROAD 2883 ON THE LEFT,
 EN0339'CONTINUE NORTHWESTERLY ON U. S. HWY. 70 FOR 0.15 MILE TO MARK ON THE
 EN0339'RIGHT, BETWEEN THE HIGHWAY AND RAILROAD TRACKS.  STANDARD
 EN0339'TRIANGULATION STATION MARK DISK, SET IN THE TOP OF A SQUARE CONCRETE
 EN0339'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED AIKEN 1964.  IT IS
 EN0339'97 FEET EAST OF A HI-LINE POLE, 87 FEET NORTH OF THE WEST BOUND
 EN0339'TRAFFIC LANE OF U.S. HWY. 70, 80 FEET NORTHWEST OF A BURIED PIPE-LINE
 EN0339'OUT-LET VALVE, 51 FEET SOUTH OF THE SOUTH RAIL OF RAIL-ROAD TRACKS AND
 EN0339'4.4 FEET NORTH OF A METAL WITNESS POST.
 EN0339
 EN0339                          STATION RECOVERY (1974)
 EN0339
 EN0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 EN0339'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 EN0339'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND ITS
 EN0339'BELIEVED TO BE DESTROYED.
 EN0339'
 EN0339'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 EN0339
 EN0339                          STATION RECOVERY (1993)
 EN0339
 EN0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EN0339'STATION IS LOCATED ABOUT 18 KM (11.20 MI) EAST-SOUTHEAST OF PLAINVIEW,
 EN0339'10 KM (6.20 MI) MORTHWEST OF LOCKNEY, 1 KM (0.60 MI) SOUTHEAST OF THE
 EN0339'AIKEN COMMUNITY, ALONG U.S. HIGHWAY 70, AT MILE 323.75, 0.17 KM
 EN0339'(0.10 MI) NORTHEAST OF THE JUNCTION OF HIGHWAY 70 AND FARM ROAD 2883,
 EN0339'IN A WEED STRIP BETWEEN THE HIGHWAY AND A RAILROAD TRACK.
 EN0339'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 EN0339'TO REACH FROM THE RAILROAD OVERPASS ON THE EAST SIDE OF PLAINVIEW, GO
 EN0339'SOUTHEAST ON U.S. HIGHWAY 70 FOR 17.0 KM (10.55 MI) TO FARM ROAD 2301
 EN0339'ON THE LEFT JUST PAST THE AIKEN COMMUNITY.  CONTINUE AHEAD FOR 1.46
 EN0339'KM (0.90 MI) TO THE STATION ON THE LEFT.
 EN0339'STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST FLUSH
 EN0339'WITH THE GROUND.  IT IS 25.3 M (83.0 FT) NORTHEAST OF, AND LEVEL WITH
 EN0339'THE WESTBOUND HIGHWAY LANES, 15.6 M (51.2 FT) SOUTHWEST OF THE
 EN0339'SOUTHWEST RAIL OF THE TRACK, 1.2 M (3.9 FT) NORTHEAST OF A METAL
 EN0339'WITNESS POST, 29.6 M (97.1 FT) SOUTHEAST OF A UTILITY POLE (IN LINE
 EN0339'WITH THE POLES), AND 24.4 M (80.1 FT) NORTH-NORTHWEST OF A GAS METER.
 EN0339
 EN0339                          STATION RECOVERY (1998)
 EN0339
 EN0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 EN0339'THE STATION IS LOCATED ABOUT 18 KM (11.20 MI) EAST-SOUTHEAST OF
 EN0339'PLAINVIEW, ABOUT 10 KM (6.20 MI) NORTHWEST OF LOCKNEY, 1.52 KM (0.95
 EN0339'MI) SOUTHEAST OF AIKEN, ALONG THE NORTHEAST SIDE OF U.S. HIGHWAY 70 AT
 EN0339'MILE 323.75, 0.17 KM (0.10 MI) NORTHWEST OF THE HIGHWAY 70 AND FARM
 EN0339'ROAD 2883 JUNCTION, BETWEEN THE HIGHWAY AND AN ABANDONED RAILROAD BED.
 EN0339'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 EN0339'FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM ROAD 2301 NEAR THE EAST
 EN0339'SIDE OF AIKEN, GO SOUTHEAST FOR 1.52 KM (0.95 MI) ALONG HIGHWAY 70 TO
 EN0339'THE STATION ON THE LEFT, WEST-NORTHWEST OF A GAS METER.  STATION IS
 EN0339'29.6 M (97.1 FT) EAST-SOUTHEAST OF A UTILITY POLE (IN LINE WITH THE
 EN0339'POLES) , 25.4 M (83.3 FT) NORTH-NORTHEAST OF THE WESTBOUND HIGHWAY
 EN0339'LANES CENTER, 24.3 M (79.7 FT) WEST-NORTHWEST OF A GAS METER CENTER,
 EN0339'16.3 M (53.5 FT) SOUTH-SOUTHWEST OF AN ABANDONED RAILROAD BED CENTER,
 EN0339'8.6 M (28.2 FT) NORTH OF REFERENCE MARK, AIKEN NO 2 1964, 1.2 M (3.9
 EN0339'FT) NORTH-NORTHEAST OF A METAL WITNESS POST, AND THE MONUMENT IS ABOUT
 EN0339'LEVEL WITH THE HIGHWAY.  BY R.G. HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1214 ***********************************************************************
 DM1214  DESIGNATION -  AIKEN
 DM1214  PID         -  DM1214
 DM1214  STATE/COUNTY-  TX/BOWIE
 DM1214  USGS QUAD   -  LEARY (1975)
 DM1214
 DM1214                         *CURRENT SURVEY CONTROL
 DM1214  ___________________________________________________________________
 DM1214* NAD 83(1993)-  33 23 35.53541(N)    094 11 12.10596(W)     ADJUSTED  
 DM1214* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 DM1214  ___________________________________________________________________
 DM1214  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DM1214  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM1214
 DM1214  HORZ ORDER  -  THIRD
 DM1214
 DM1214.The horizontal coordinates were established by classical geodetic methods
 DM1214.and adjusted by the National Geodetic Survey in September 1999..
 DM1214
 DM1214.The orthometric height was scaled from a topographic map.
 DM1214
 DM1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1214
 DM1214.The geoid height was determined by GEOID03.
 DM1214
 DM1214;                    North         East     Units Scale Factor Converg.
 DM1214;SPC TXNC     - 2,199,693.178 1,001,137.907   MT  0.99989033   +2 21 08.8
 DM1214;SPC TXNC     - 7,216,826.70  3,284,566.62   sFT  0.99989033   +2 21 08.8
 DM1214;SPC AR S     -   482,755.595   196,576.886   MT  0.99998064   -1 13 25.9
 DM1214;SPC AR S     - 1,583,840.65    644,936.00   sFT  0.99998064   -1 13 25.9
 DM1214;UTM  15      - 3,695,508.086   389,634.990   MT  0.99975017   -0 39 11.5
 DM1214
 DM1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1214!SPC TXNC     -   0.99998726  x   0.99989033  =   0.99987760
 DM1214!SPC AR S     -   0.99998726  x   0.99998064  =   0.99996791
 DM1214!UTM  15      -   0.99998726  x   0.99975017  =   0.99973744
 DM1214
 DM1214|---------------------------------------------------------------------|
 DM1214| PID    Reference Object                     Distance      Geod. Az  |
 DM1214|                                                           dddmmss.s |
 DM1214| CX4891 AIKEN RM 1                           20.147 METERS 05442     |
 DM1214| CX4890 AIKEN AZ MK                                        0633334.9 |
 DM1214| CX4892 AIKEN RM 2                           26.434 METERS 27140     |
 DM1214| DM1241 HOOKS TEXAS STATE FOREST LOT        APPROX.12.0 KM 3030512.3 |
 DM1214| DM1242 RED RIVER ARSENAL CEN WATER TK      APPROX.12.1 KM 3033223.9 |
 DM1214| DM1218 RED RIVER ARSENAL E WATER TANK      APPROX. 7.3 KM 3422256.1 |
 DM1214|---------------------------------------------------------------------|
 DM1214
 DM1214                          SUPERSEDED SURVEY CONTROL
 DM1214
 DM1214  NAD 83(1993)-  33 23 35.54015(N)    094 11 12.10510(W) AD(       ) 3
 DM1214  NAD 83(1993)-  33 23 35.53939(N)    094 11 12.10057(W) AD(       ) 3
 DM1214  NAD 83(1986)-  33 23 35.54187(N)    094 11 12.09390(W) AD(       ) 3
 DM1214  NAD 27      -  33 23 35.09500(N)    094 11 11.40100(W) AD(       ) 3
 DM1214
 DM1214.Superseded values are not recommended for survey control.
 DM1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1214.See file dsdata.txt to determine how the superseded data were derived.
 DM1214
 DM1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8963595508(NAD 83)
 DM1214_MARKER: DS = TRIANGULATION STATION DISK
 DM1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1214
 DM1214  HISTORY     - Date     Condition        Report By
 DM1214  HISTORY     - 1951     MONUMENTED       CGS
 DM1214  HISTORY     - 1956     GOOD             CGS
 DM1214  HISTORY     - 1961     GOOD             TXHD
 DM1214  HISTORY     - 1967     GOOD             BGAS
 DM1214  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1214
 DM1214                          STATION DESCRIPTION
 DM1214
 DM1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (FRG)
 DM1214'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF TEXARKANA AND
 DM1214'5 MILES NORTHEAST OF REDWATER ON THE RIGHT OF WAY OF U.S.
 DM1214'HIGHWAY 67.  STATION IS 68 FEET NORTHWEST OF THE CENTERLINE
 DM1214'OF HIGHWAY AND 10 FEET SOUTHEAST OF FENCE.  THE MARK PROJECTS
 DM1214'ABOUT 4 INCHES AND THE DISK IS STAMPED AIKEN 1951.
 DM1214'
 DM1214'REFERENCE MARK NO. 1 IS 76 FEET NORTHWEST OF THE CENTERLINE
 DM1214'OF HIGHWAY AND 1 FOOT SOUTHEAST OF FENCE.  THE MARK PROJECTS
 DM1214'ABOUT 4 INCHES AND THE DISK IS STAMPED AIKEN NO 1 1951.
 DM1214'
 DM1214'REFERENCE MARK NO. 2 IS 33 FEET NORTHWEST OF FENCE.  THE MARK
 DM1214'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED AIKEN NO 2
 DM1214'1951.
 DM1214'
 DM1214'AZIMUTH MARK IS 50 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 DM1214'17 FEET SOUTH OF FENCE AND 2 FEET WEST OF WITNESS POST.
 DM1214'THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 DM1214'AIKEN 1951.
 DM1214'
 DM1214'TO REACH FROM THE RAILROAD DEPOT IN REDWATER GO EASTERLY
 DM1214'AND NORTH ON SURFACED ROAD FOR 0.55 MILE TO JUNCTION WITH U.S.
 DM1214'HIGHWAY 67.  TURN RIGHT AND GO NORTHEASTERLY ON HIGHWAY
 DM1214'FOR 4.1 MILE TO TOP OF SMALL RISE AND STATION ON LEFT AS
 DM1214'DESCRIBED.  CONTINUE EAST NORTHEAST FOR 0.35 MILE TO AZIMUTH
 DM1214'MARK ON LEFT AS DESCRIBED.
 DM1214'
 DM1214'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DM1214
 DM1214                          STATION RECOVERY (1956)
 DM1214
 DM1214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1214'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DM1214'IN GOOD CONDITION AND LOCATION WAS AS DESCRIBED.  DIRECTIONS
 DM1214'FOR PROCEEDING TO STATION SITE WERE CORRECT EXCEPT THAT IT
 DM1214'IS 67.4 FT. FROM STATION TO R.M. NO. 1 AND IT IS 87.0 FT.
 DM1214'FROM STATION TO R.M. NO. 2.
 DM1214
 DM1214                          STATION RECOVERY (1961)
 DM1214
 DM1214'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1961 (JRN)
 DM1214'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.
 DM1214'
 DM1214'CHANGE IN LOCATION OF STATION IS AS FOLLOWS--68.5 FT NORTH
 DM1214'OF U.S. 67.
 DM1214
 DM1214                          STATION RECOVERY (1967)
 DM1214
 DM1214'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DM1214'AIKEN 1951 RECOVERED GOOD.
 DM1214'
 DM1214'AIKEN NO 1 1951 RECOVERED GOOD.
 DM1214'
 DM1214'AIKEN NO 2 1951 RECOVERED GOOD.
 DM1214'
 DM1214'AIKEN 1951 (AZ MK) RECOVERED GOOD.
 DM1214'
 DM1214'THE STATION WAS VISITED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 DM1214'AZIMUTH MARK HAS BEEN CHIPPED BY ROAD MACHINERY BUT THE DISK AND
 DM1214'MONUMENT ARE SOLID AND DO NOT APPEAR TO HAVE BEEN DISTURBED.  THE
 DM1214'AZIMUTH MARK IS APPROXIMATELY 100 FEET SOUTH OF A SMALL GROCERY
 DM1214'STORE AND ON THE SOUTHWEST SIDE OF THE STORE DRIVEWAY.
 DM1214'
 DM1214'DISTANCES AND DIRECTIONS FOR LOCATING THE STATION ARE ADEQUATE.
 DM1214
 DM1214                          STATION RECOVERY (1997)
 DM1214
 DM1214'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0850 ***********************************************************************
 EN0850  DESIGNATION -  AIKEN PAYMASTER SEED CO TANK
 EN0850  PID         -  EN0850
 EN0850  STATE/COUNTY-  TX/FLOYD
 EN0850  USGS QUAD   -  AIKEN (1968)
 EN0850
 EN0850                         *CURRENT SURVEY CONTROL
 EN0850  ___________________________________________________________________
 EN0850* NAD 83(1993)-  34 08 35.01352(N)    101 31 36.70649(W)     ADJUSTED  
 EN0850* NAVD 88     -                                                        
 EN0850  ___________________________________________________________________
 EN0850  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 EN0850  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EN0850
 EN0850  HORZ ORDER  -  THIRD
 EN0850
 EN0850.The horizontal coordinates were established by classical geodetic methods
 EN0850.and adjusted by the National Geodetic Survey in February 1996..
 EN0850
 EN0850
 EN0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0850
 EN0850.The geoid height was determined by GEOID03.
 EN0850
 EN0850;                    North         East     Units Scale Factor Converg.
 EN0850;SPC TXNC     - 2,278,647.805   320,857.125   MT  1.00005398   -1 39 03.0
 EN0850;SPC TXNC     - 7,475,863.67  1,052,678.75   sFT  1.00005398   -1 39 03.0
 EN0850;UTM  14      - 3,780,902.947   267,013.434   MT  1.00026919   -1 25 07.9
 EN0850
 EN0850                          SUPERSEDED SURVEY CONTROL
 EN0850
 EN0850  NAD 83(1993)-  34 08 35.01264(N)    101 31 36.70473(W) AD(       ) 4
 EN0850  NAD 83(1986)-  34 08 35.02015(N)    101 31 36.70013(W) AD(       ) 4
 EN0850  NAD 27      -  34 08 34.76160(N)    101 31 35.09751(W) AD(       ) 3
 EN0850
 EN0850.Superseded values are not recommended for survey control.
 EN0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0850.See file dsdata.txt to determine how the superseded data were derived.
 EN0850
 EN0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC6701380903(NAD 83)
 EN0850_MARKER: 53 = ELEVATED TANK
 EN0850
 EN0850  HISTORY     - Date     Condition        Report By
 EN0850  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0850
 EN0850                          STATION DESCRIPTION
 EN0850
 EN0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0850'THE STATION IS THE CENTER OF THE TOP OF A 120 FOOT HIGH, ELEVATED
 EN0850'TANK, PAINTED YELLOW AND GREEN AND SUPPORTED BY 4 LEGS.  IT IS
 EN0850'LOCATED IN THE CENTER OF AIKEN, 350 FEET SOUTHWEST OF THE POST OFFICE
 EN0850'AND 200 YARDS NORTH OF U. S. HIGHWAY 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0340 ***********************************************************************
 EN0340  DESIGNATION -  AIKEN RM 1
 EN0340  PID         -  EN0340
 EN0340  STATE/COUNTY-  TX/FLOYD
 EN0340  USGS QUAD   -  AIKEN (1968)
 EN0340
 EN0340                         *CURRENT SURVEY CONTROL
 EN0340  ___________________________________________________________________
 EN0340* NAD 83(1986)-  34 08 06.     (N)    101 30 14.     (W)     SCALED    
 EN0340* NAVD 88     -      1005.93   (+/-2cm)    3300.3    (feet)  VERTCON   
 EN0340  ___________________________________________________________________
 EN0340  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0340
 EN0340  VERT ORDER  -  THIRD (See Below)
 EN0340
 EN0340.The horizontal coordinates were scaled from a topographic map and have
 EN0340.an estimated accuracy of +/- 6 seconds.
 EN0340
 EN0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0340.The vertical order pertains to the NGVD 29 superseded value.
 EN0340
 EN0340.The geoid height was determined by GEOID03.
 EN0340
 EN0340;                    North         East    Units  Estimated Accuracy
 EN0340;SPC TXNC     - 2,277,690.      322,950.      MT  (+/- 180 meters Scaled)
 EN0340
 EN0340                          SUPERSEDED SURVEY CONTROL
 EN0340
 EN0340  NGVD 29 (01/29/03) 1005.55   (m)         3299.0    (f) RESET       3  
 EN0340
 EN0340.Superseded values are not recommended for survey control.
 EN0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0340.See file dsdata.txt to determine how the superseded data were derived.
 EN0340
 EN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC691799(NAD 83)
 EN0340_MARKER: DR = REFERENCE MARK DISK
 EN0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0340_STAMPING: AIKEN NO 1 1964
 EN0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0340+STABILITY: SURFACE MOTION
 EN0340
 EN0340  HISTORY     - Date     Condition        Report By
 EN0340  HISTORY     - 1964     MONUMENTED       CGS
 EN0340  HISTORY     - 1972     GOOD             NGS
 EN0340
 EN0340                          STATION DESCRIPTION
 EN0340
 EN0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EN0340'3.5 MI NW FROM LOCKNEY.
 EN0340'FROM THE RAILROAD STATION IN LOCKNEY, GO NORTHWESTERLY ON U.S. HWY. 70
 EN0340'FOR 3.4 MILES TO THE JUNCTION OF FARM ROAD 2883 ON THE LEFT, CONTINUE
 EN0340'NORTHWESTERLY ON U.S. HWY. 70 FOR 0.15 MILE TO MARK ON THE RIGHT,
 EN0340'BETWEEN THE HIGHWAY AND RAILROAD TRACKS.  STANDARD REFERENCE MARK
 EN0340'DISK, SET IN THE TOP OF A SQUARE CONCRETE POST, THAT PROJECTS 2-INCHES
 EN0340'AND IS STAMPED AIKEN NO 1 1964.  IT IS 87 FEET NORTH OF THE
 EN0340'CENTER-LINE OF THE WEST BOUND TRAFFIC LANE OF U.S. HWY. 70, 51 FEET
 EN0340'SOUTH OF THE SOUTH RAIL OF RAIL-ROAD TRACKS, 48 FEET NORTHWEST OF A
 EN0340'BURIED PIPE-LINE OUT-LET VALVE AND 40 FEET EAST OF A METAL WITNESS
 EN0340'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0341 ***********************************************************************
 EN0341  DESIGNATION -  AIKEN RM 2
 EN0341  PID         -  EN0341
 EN0341  STATE/COUNTY-  TX/FLOYD
 EN0341  USGS QUAD   -  AIKEN (1968)
 EN0341
 EN0341                         *CURRENT SURVEY CONTROL
 EN0341  ___________________________________________________________________
 EN0341* NAD 83(1986)-  34 08 06.     (N)    101 30 14.     (W)     SCALED    
 EN0341* NAVD 88     -      1006.06   (+/-2cm)    3300.7    (feet)  VERTCON   
 EN0341  ___________________________________________________________________
 EN0341  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0341
 EN0341  VERT ORDER  -  THIRD (See Below)
 EN0341
 EN0341.The horizontal coordinates were scaled from a topographic map and have
 EN0341.an estimated accuracy of +/- 6 seconds.
 EN0341
 EN0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0341.The vertical order pertains to the NGVD 29 superseded value.
 EN0341
 EN0341.The geoid height was determined by GEOID03.
 EN0341
 EN0341;                    North         East    Units  Estimated Accuracy
 EN0341;SPC TXNC     - 2,277,690.      322,950.      MT  (+/- 180 meters Scaled)
 EN0341
 EN0341                          SUPERSEDED SURVEY CONTROL
 EN0341
 EN0341  NGVD 29 (01/29/03) 1005.68   (m)         3299.5    (f) RESET       3  
 EN0341
 EN0341.Superseded values are not recommended for survey control.
 EN0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0341.See file dsdata.txt to determine how the superseded data were derived.
 EN0341
 EN0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC691799(NAD 83)
 EN0341_MARKER: DR = REFERENCE MARK DISK
 EN0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0341_STAMPING: AIKEN NO 2 1964
 EN0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0341+STABILITY: SURFACE MOTION
 EN0341
 EN0341  HISTORY     - Date     Condition        Report By
 EN0341  HISTORY     - 1964     MONUMENTED       CGS
 EN0341  HISTORY     - 1972     GOOD             NGS
 EN0341
 EN0341                          STATION DESCRIPTION
 EN0341
 EN0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 EN0341'3.5 MI NW FROM LOCKNEY.
 EN0341'FROM THE RAIL-ROAD STATION IN LOCKNEY, GO NORTHWESTERLY ON U.S. HWY.
 EN0341'70 FOR 3.4 MILES TO THE JUNCTION OF FARM ROAD 2883 ON THE LEFT,
 EN0341'CONTINUE NORTHWESTERLY ON U.S. HWY. 70 FOR 0.15 MILE TO MARK OF THE
 EN0341'RIGHT, BETWEEN THE HIGHWAY AND RAILROAD TRACKS.  STANDARD REFERENCE
 EN0341'MARK DISK, SET IN THE TOP OF A SQUARE CONCRETE POST, THAT IS FLUSH
 EN0341'WITH THE GROUND AND IS STAMPED AIKEN NO 2 1964.  IT IS 103 FEET
 EN0341'EAST-SOUTHEAST OF A TELEPHONE POLE, 80 FEET SOUTH OF THE SOUTH RAIL OF
 EN0341'RAIL-ROAD TRACKS, 73 FEET WEST OF A BURIED PIPE-LINE OUT-LET VALVE, 58
 EN0341'FEET NORTH OF THE CENTER-LINE OF THE WEST BOUND TRAFFIC LANE OF U.S.
 EN0341'HWY. 70 AND 25 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0518 ***********************************************************************
 BO0518  DESIGNATION -  AIR
 BO0518  PID         -  BO0518
 BO0518  STATE/COUNTY-  TX/CROCKETT
 BO0518  USGS QUAD   -  MITCHELL CANYON NE (1979)
 BO0518
 BO0518                         *CURRENT SURVEY CONTROL
 BO0518  ___________________________________________________________________
 BO0518* NAD 83(1993)-  30 41 59.79681(N)    101 16 52.17976(W)     ADJUSTED  
 BO0518* NAVD 88     -       773.     (meters)    2536.     (feet)  SCALED    
 BO0518  ___________________________________________________________________
 BO0518  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BO0518  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 BO0518
 BO0518  HORZ ORDER  -  SECOND
 BO0518
 BO0518.The horizontal coordinates were established by classical geodetic methods
 BO0518.and adjusted by the National Geodetic Survey in February 1996..
 BO0518
 BO0518.The orthometric height was scaled from a topographic map.
 BO0518
 BO0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0518
 BO0518.The geoid height was determined by GEOID03.
 BO0518
 BO0518;                    North         East     Units Scale Factor Converg.
 BO0518;SPC TX C     - 3,114,930.854   609,206.804   MT  0.99989550   -0 29 17.5
 BO0518;SPC TX C     -10,219,568.98  1,998,705.99   sFT  0.99989550   -0 29 17.5
 BO0518;UTM  14      - 3,398,570.131   281,519.806   MT  1.00018887   -1 09 54.3
 BO0518
 BO0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0518!SPC TX C     -   0.99988232  x   0.99989550  =   0.99977783
 BO0518!UTM  14      -   0.99988232  x   1.00018887  =   1.00007117
 BO0518
 BO0518:                Primary Azimuth Mark                     Grid Az
 BO0518:SPC TX C     -  OZONA COURTHOUSE CUPOLA                  081 31 19.4
 BO0518:UTM  14      -  OZONA COURTHOUSE CUPOLA                  082 11 56.2
 BO0518
 BO0518|---------------------------------------------------------------------|
 BO0518| PID    Reference Object                     Distance      Geod. Az  |
 BO0518|                                                           dddmmss.s |
 BO0518| BO0515 OZONA COURTHOUSE CUPOLA             APPROX. 7.8 KM 0810201.9 |
 BO0518| BO0514 OZONA SCHOOLHOUSE CHIMNEY           APPROX. 7.5 KM 0872512.8 |
 BO0518| BO0513 OZONA CHURCH STEEPLE                APPROX. 7.6 KM 0880715.8 |
 BO0518| BO0172 G 701                                              1322810.3 |
 BO0518| BO0517 OZONA AIRPORT CHECKERED TANK         64.276 METERS 14604     |
 BO0518| CH7808 AIR RM 1                             28.359 METERS 15739     |
 BO0518| BO0170 B 703                                60.131 METERS 16102     |
 BO0518| CH7809 AIR RM 2                             28.670 METERS 25458     |
 BO0518|---------------------------------------------------------------------|
 BO0518
 BO0518                          SUPERSEDED SURVEY CONTROL
 BO0518
 BO0518  NAD 83(1986)-  30 41 59.80601(N)    101 16 52.16566(W) AD(       ) 2
 BO0518  NAD 27      -  30 41 59.18800(N)    101 16 50.75400(W) AD(       ) 2
 BO0518
 BO0518.Superseded values are not recommended for survey control.
 BO0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0518.See file dsdata.txt to determine how the superseded data were derived.
 BO0518
 BO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU8152098570(NAD 83)
 BO0518_MARKER: DS = TRIANGULATION STATION DISK
 BO0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0518
 BO0518  HISTORY     - Date     Condition        Report By
 BO0518  HISTORY     - 1944     MONUMENTED       CGS
 BO0518  HISTORY     - 1964     GOOD             CGS
 BO0518
 BO0518                          STATION DESCRIPTION
 BO0518
 BO0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0518'STATION IS LOCATED ABOUT 4.5 MILES (AIR LINE) W OF OZONA, AT
 BO0518'THE ENTRANCE TO THE OZONA AIRPORT ON THE S SIDE OF U.S. HIGHWAY
 BO0518'290.  IT IS 57 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 290,
 BO0518'44 FEET E OF GATE AT ENTRANCE TO AIRPORT, 11 FEET W OF A
 BO0518'N-S FENCE, AND 9 FEET S OF AN E-W FENCE.
 BO0518'
 BO0518'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE CYLINDER
 BO0518'THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BO0518'AIR 1944.
 BO0518'
 BO0518'REFERENCE MARK 1 IS 2 FEET W OF A FENCELINE.  IT IS A BRONZE
 BO0518'REFERENCE DISK SET IN A CONCRETE CYLINDER THAT PROJECTS
 BO0518'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS STAMPED AIR NO 1 1944.
 BO0518'
 BO0518'REFERENCE MARK 2 IS 2 FEET S OF A FENCELINE.  IT IS A BRONZE
 BO0518'REFERENCE DISK SET IN A CONCRETE CYLINDER THAT PROJECTS
 BO0518'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS STAMPED AIR NO 2 1944.
 BO0518'
 BO0518'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE
 BO0518'CONCRETE POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 BO0518'IT IS STAMPED G 701 1942.
 BO0518'
 BO0518'TO REACH AZIMUTH MARK FROM THE STATION, GO E ON U.S. HIGHWAY
 BO0518'290 FOR 0.5 MILE TO A T-ROAD S.  TURN RIGHT AND GO S 1.25
 BO0518'MILES.  MARK IS 27 FEET W OF THE CENTER LINE OF A GRADED
 BO0518'ROAD, 2 FEET E OF A FENCELINE, 1 FOOT E OF A POLE, AT POINT
 BO0518'WHERE ROAD AND FENCE MAKE SLIGHT CURVE TO LEFT.
 BO0518'
 BO0518'TO REACH STATION FROM THE COURTHOUSE AT OZONA, GO W ON U.S.
 BO0518'HIGHWAY 290 FOR 4.9 MILES TO THE ENTRANCE TO THE OZONA AIRPORT
 BO0518'AND STATION ON LEFT.
 BO0518'
 BO0518'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 BO0518
 BO0518                          STATION RECOVERY (1964)
 BO0518
 BO0518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FWB)
 BO0518'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6719 ***********************************************************************
 AW6719  DESIGNATION -  AIRLINE
 AW6719  PID         -  AW6719
 AW6719  STATE/COUNTY-  TX/HARRIS
 AW6719  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6719
 AW6719                         *CURRENT SURVEY CONTROL
 AW6719  ___________________________________________________________________
 AW6719* NAD 83(1993)-  29 50 00.61752(N)    095 23 05.17398(W)     ADJUSTED  
 AW6719* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AW6719  ___________________________________________________________________
 AW6719  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW6719  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW6719
 AW6719  HORZ ORDER  -  THIRD
 AW6719
 AW6719.The horizontal coordinates were established by classical geodetic methods
 AW6719.and adjusted by the National Geodetic Survey in February 1996..
 AW6719
 AW6719.The orthometric height was scaled from a topographic map.
 AW6719
 AW6719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6719
 AW6719.The geoid height was determined by GEOID03.
 AW6719
 AW6719;                    North         East     Units Scale Factor Converg.
 AW6719;SPC TXSC     - 4,227,073.868   949,310.611   MT  0.99990098   +1 46 16.1
 AW6719;SPC TXSC     -13,868,324.85  3,114,529.90   sFT  0.99990098   +1 46 16.1
 AW6719;UTM  15      - 3,302,723.037   269,577.582   MT  1.00025513   -1 11 12.8
 AW6719
 AW6719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6719!SPC TXSC     -   1.00000117  x   0.99990098  =   0.99990215
 AW6719!UTM  15      -   1.00000117  x   1.00025513  =   1.00025630
 AW6719
 AW6719|---------------------------------------------------------------------|
 AW6719| PID    Reference Object                     Distance      Geod. Az  |
 AW6719|                                                           dddmmss.s |
 AW6719| CV5930 AIRLINE RM 1                         42.520 METERS 01436     |
 AW6719| CV5931 AIRLINE RM 2                         26.667 METERS 30825     |
 AW6719| CV5929 AIRLINE AZ MK                                      3314804.4 |
 AW6719| AW6752 HOUSTON RAD STA KLEE N MAST         APPROX.10.4 KM 3370748.7 |
 AW6719|---------------------------------------------------------------------|
 AW6719
 AW6719                          SUPERSEDED SURVEY CONTROL
 AW6719
 AW6719  NAD 83(1986)-  29 50 00.63207(N)    095 23 05.15550(W) AD(       ) 3
 AW6719  NAD 27      -  29 49 59.81798(N)    095 23 04.37891(W) AD(       ) 3
 AW6719
 AW6719.Superseded values are not recommended for survey control.
 AW6719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6719.See file dsdata.txt to determine how the superseded data were derived.
 AW6719
 AW6719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6957802723(NAD 83)
 AW6719_MARKER: DS = TRIANGULATION STATION DISK
 AW6719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6719
 AW6719  HISTORY     - Date     Condition        Report By
 AW6719  HISTORY     - 1952     MONUMENTED       CGS
 AW6719  HISTORY     - 1959     MARK NOT FOUND   CGS
 AW6719
 AW6719                          STATION DESCRIPTION
 AW6719
 AW6719'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6719'THE STATION IS LOCATED NEAR THE NORTH EDGE OF HOUSTON, 17.5
 AW6719'MILES SOUTH OF SPRING AND 6.1 MILES NORTH OF THE LAMAR HOTEL WHICH
 AW6719'IS NEAR THE CENTER OF HOUSTON.  IT IS IN A TRIANGULAR PLOT
 AW6719'OF GROUND FORMED BY THE WEST DIVISION OF U.S. HIGHWAY 75 ON
 AW6719'THE WEST, LOOP ROAD 149 ON THE EAST AND VICTORIA DRIVE ON THE
 AW6719'NORTH.  IT IS ABOUT 125 YARDS NORTH OF THE AIRLINE DRIVE-IN
 AW6719'THEATER, 168 FEET SOUTH OF THE CENTER OF VICTORIA DRIVE, 82
 AW6719'FEET WEST OF THE CENTER OF LOOP ROAD 149, 63 FEET EAST OF THE
 AW6719'CENTER OF THE WEST DIVISION OF U.S. HIGHWAY 75 AND 18 FEET
 AW6719'WEST OF A SMALL MULBERRY TREE.  IT IS STAMPED AIRLINE 1952 AND
 AW6719'IS SET FLUSH.
 AW6719'
 AW6719'REFERENCE MARK NO. 1 IS 47 FEET WEST OF THE CENTER OF LOOP
 AW6719'ROAD 149 AND 37 FEET SOUTH OF THE CENTER OF VICTORIA DRIVE.
 AW6719'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 13
 AW6719'FOOT HEADWALL OF A CONCRETE CULVERT.  IT IS STAMPED AIRLINE
 AW6719'NO 1 1952.
 AW6719'
 AW6719'REFERENCE MARK NO. 2 IS 87 FEET SOUTH OF THE CENTER OF VICTORIA
 AW6719'DRIVE AND 37 FEET EAST OF THE CENTER OF THE WEST DIVISION
 AW6719'OF U.S. HIGHWAY 75.  IT IS STAMPED AIRLINE NO 2 1952 AND IS
 AW6719'SET FLUSH.
 AW6719'
 AW6719'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW6719'NO. 2 IS 131.2 FEET.
 AW6719'
 AW6719'THE AZIMUTH MARK IS LOCATED 55 FEET EAST OF THE EAST DIVISION
 AW6719'OF U.S. HIGHWAY 75, 42 FEET WEST OF A NORTH-SOUTH FENCE LINE
 AW6719'AND 29 FEET EAST OF A WITNESS POST.  IT IS STAMPED AIRLINE
 AW6719'1952 AND IS SET FLUSH.
 AW6719'
 AW6719'TO REACH THE STATION FROM THE LAMAR HOTEL IN HOUSTON, GO
 AW6719'NORTHERLY ON U.S. HIGHWAY 75 FOR 6.1 MILES TO THE POINT WHERE
 AW6719'THE HIGHWAY IS DIVIDED AND THE STATION ON THE LEFT AS DESCRIBED.
 AW6719'
 AW6719'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 AW6719'HIGHWAY 75 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 AW6719'DESCRIBED.
 AW6719'
 AW6719'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 AW6719
 AW6719                          STATION RECOVERY (1959)
 AW6719
 AW6719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 AW6719'THE SITE OF THIS STATION IS NOW UNDER AN EXPRESSWAY OVERPASS
 AW6719'AND TRAFFIC INTERCHANGE AT THE JUNCTION OF U.S. HIGHWAY
 AW6719'NO. 75, VICTORIA DRIVE AND LOOP 149.  THE SITE OF THE AZIMUTH
 AW6719'MARK IS NOW APPROXIMATELY UNDER THE SERVICE ROAD ALONG THE EAST
 AW6719'SIDE OF THE EXPRESSWAY.  NO EVIDENCE OF ANY OF THE MARKS WAS
 AW6719'FOUND AND IT IS BELIEVED THAT ALL MARKS WERE DESTROYED DURING
 AW6719'THE CONSTRUCTION OF THE EXPRESSWAY AND OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1604 ***********************************************************************
 AB1604  DESIGNATION -  AIRPORT
 AB1604  PID         -  AB1604
 AB1604  STATE/COUNTY-  TX/CAMERON
 AB1604  USGS QUAD   -  HARLINGEN (1983)
 AB1604
 AB1604                         *CURRENT SURVEY CONTROL
 AB1604  ___________________________________________________________________
 AB1604* NAD 83(1993)-  26 13 23.70403(N)    097 39 44.95503(W)     ADJUSTED  
 AB1604* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AB1604  ___________________________________________________________________
 AB1604  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 AB1604  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AB1604
 AB1604  HORZ ORDER  -  SECOND
 AB1604
 AB1604.This mark is at Rio Grande Valley Intl (HRL) Airport (HRL)
 AB1604
 AB1604.The horizontal coordinates were established by classical geodetic methods
 AB1604.and adjusted by the National Geodetic Survey in February 1996..
 AB1604
 AB1604.The orthometric height was scaled from a topographic map.
 AB1604
 AB1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1604
 AB1604.The geoid height was determined by GEOID03.
 AB1604
 AB1604;                    North         East     Units Scale Factor Converg.
 AB1604;SPC TX S     - 5,061,944.243   383,688.947   MT  0.99998623   +0 22 48.9
 AB1604;SPC TX S     -16,607,395.40  1,258,819.49   sFT  0.99998623   +0 22 48.9
 AB1604;UTM  14      - 2,901,097.041   633,608.560   MT  0.99982041   +0 35 27.9
 AB1604
 AB1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1604!SPC TX S     -   1.00000201  x   0.99998623  =   0.99998824
 AB1604!UTM  14      -   1.00000201  x   0.99982041  =   0.99982242
 AB1604
 AB1604:                Primary Azimuth Mark                     Grid Az
 AB1604:SPC TX S     -  AIRPORT AZ MK                            001 02 21.0
 AB1604:UTM  14      -  AIRPORT AZ MK                            000 49 42.0
 AB1604
 AB1604|---------------------------------------------------------------------|
 AB1604| PID    Reference Object                     Distance      Geod. Az  |
 AB1604|                                                           dddmmss.s |
 AB1604| CV2424 AIRPORT AZ MK                                      0012509.9 |
 AB1604| AB0591 W 916                                93.908 METERS 05119     |
 AB1604| CV2425 AIRPORT RM 1                         20.037 METERS 06048     |
 AB1604| AB1589 RIO HONDO MUNICIPAL TANK            APPROX. 8.6 KM 0785209.5 |
 AB1604| CV2426 AIRPORT RM 2                         26.594 METERS 16346     |
 AB1604| AB1607 HARLINGEN MUN APT WATER TANK        244.606 METERS 28419     |
 AB1604|---------------------------------------------------------------------|
 AB1604
 AB1604                          SUPERSEDED SURVEY CONTROL
 AB1604
 AB1604  NAD 83(1986)-  26 13 23.71468(N)    097 39 44.91585(W) AD(       ) 2
 AB1604  NAD 27      -  26 13 22.45200(N)    097 39 43.94900(W) AD(       ) 2
 AB1604
 AB1604.Superseded values are not recommended for survey control.
 AB1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1604.See file dsdata.txt to determine how the superseded data were derived.
 AB1604
 AB1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3360901097(NAD 83)
 AB1604_MARKER: DS = TRIANGULATION STATION DISK
 AB1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1604
 AB1604  HISTORY     - Date     Condition        Report By
 AB1604  HISTORY     - 1947     MONUMENTED       CGS
 AB1604  HISTORY     - 1968     GOOD             CGS
 AB1604  HISTORY     - 1971     GOOD             NGS
 AB1604  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 AB1604
 AB1604                          STATION DESCRIPTION
 AB1604
 AB1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1604'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF HARLINGEN ON THE
 AB1604'HARLINGEN MUNICIPAL AIRPORT.  IT IS 281.5 FEET SOUTHWEST OF
 AB1604'THE SOUTHWEST LEG OF THE CONTROL TOWER, 2 FEET NORTH OF THE
 AB1604'INTERSECTION OF THE WEST EDGE OF THE CONCRETE APRON AND THE
 AB1604'CENTER OF THE CONCRETE ROAD, 34 FEET WEST OF THE WEST EDGE OF
 AB1604'THE APRON AND 10.6 FEET EAST OF A WHITE WITNESS POST AND FENCE
 AB1604'AROUND THE BOMB SIGHT STORAGE.  THE MARK IS FLUSH WITH THE
 AB1604'GROUND AND THE DISK IS STAMPED AIRPORT 1947.
 AB1604'
 AB1604'REFERENCE MARK NO. 1 IS 65.74 FEET NORTHEAST OF THE STATION IN
 AB1604'THE CONCRETE APRON.  IT IS 87 FEET NORTH OF THE WEST EDGE OF THE
 AB1604'APRON AND THE CENTER OF THE ROAD AND 22 FEET EAST OF THE EDGE
 AB1604'OF THE APRON.  THE DISK CEMENTED IN A DRILL HOLE OF THE CONCRETE
 AB1604'APRON AND IS STAMPED AIRPORT NO 1 1947.
 AB1604'
 AB1604'REFERENCE MARK NO. 2 IS 87.25 FEET SOUTH OF THE STATION.  IT IS
 AB1604'32.5 FEET SOUTH OF THE CENTER OF THE ROAD, 14 FEET NORTH OF
 AB1604'FIRE HYDRANT NO. 15 AND 9 FEET WEST OF THE EDGE OF THE APRON.
 AB1604'THE MARK IS FLUSH AND THE DISK IS STAMPED AIRPORT NO 2 1947.
 AB1604'
 AB1604'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION NEAR THE END OF
 AB1604'THE APRON.  IT IS 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AB1604'A LONG BUILDING, 25 FEET SOUTH OF THE CENTER OF THE ROAD,
 AB1604'12 FEET WEST OF THE WEST EDGE OF THE APRON AND 5 FEET NORTHEAST
 AB1604'OF THE FIRE HYDRANT.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 AB1604'AIRPORT 1947.
 AB1604'
 AB1604'W 916 (USC AND GS BM) IS 308.10 FEET NORTHEAST OF THE STATION
 AB1604'IN THE CONCRETE STEP AT THE BASE OF THE CONTROL TOWER.  THE
 AB1604'MARK IS A STANDARD USC AND GS BM DISK SET IN A DRILL HOLE OF THE
 AB1604'STEP AND STAMPED W 916 1944.
 AB1604
 AB1604                          STATION RECOVERY (1968)
 AB1604
 AB1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 AB1604'STATION R.M.S 1 AND 2 WERE RECOVERED AS DESCRIBED AND FOUND TO
 AB1604'BE IN GOOD CONDITION.  (USC AND GS) BM W 916 HAS BEEN DESTROYED
 AB1604'DURING CONSTRUCTION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 AB1604'
 AB1604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 AB1604'NORTHEAST OF HARLINGEN
 AB1604
 AB1604                          STATION RECOVERY (1971)
 AB1604
 AB1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DV)
 AB1604'R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED,
 AB1604'HOWEVER THE AREA WHERE THE STATION SHOULD BE HAS BEEN REPAVED.
 AB1604'THE MARK IS EITHER DESTROYED OR BURIED.
 AB1604'
 AB1604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HARLINGEN
 AB1604'INDUSTRIAL AIRPARK
 AB1604
 AB1604                          STATION RECOVERY (1991)
 AB1604
 AB1604'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0428 ***********************************************************************
 AM0428  DESIGNATION -  AIRPORT
 AM0428  PID         -  AM0428
 AM0428  STATE/COUNTY-  TX/BRAZORIA
 AM0428  USGS QUAD   -  FREEPORT (1974)
 AM0428
 AM0428                         *CURRENT SURVEY CONTROL
 AM0428  ___________________________________________________________________
 AM0428* NAD 83(1993)-  28 59 56.51920(N)    095 20 39.12881(W)     ADJUSTED  
 AM0428* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0428  ___________________________________________________________________
 AM0428  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AM0428  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AM0428
 AM0428  HORZ ORDER  -  THIRD
 AM0428
 AM0428.The horizontal coordinates were established by classical geodetic methods
 AM0428.and adjusted by the National Geodetic Survey in February 1996..
 AM0428
 AM0428.The orthometric height was scaled from a topographic map.
 AM0428
 AM0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0428
 AM0428.The geoid height was determined by GEOID03.
 AM0428
 AM0428;                    North         East     Units Scale Factor Converg.
 AM0428;SPC TXSC     - 4,134,757.559   956,119.598   MT  0.99988031   +1 47 27.7
 AM0428;SPC TXSC     -13,565,450.42  3,136,869.05   sFT  0.99988031   +1 47 27.7
 AM0428;UTM  15      - 3,210,144.066   271,638.706   MT  1.00024357   -1 08 13.0
 AM0428
 AM0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0428!SPC TXSC     -   1.00000401  x   0.99988031  =   0.99988431
 AM0428!UTM  15      -   1.00000401  x   1.00024357  =   1.00024758
 AM0428
 AM0428:                Primary Azimuth Mark                     Grid Az
 AM0428:SPC TXSC     -  AIRPORT AZ MK                            086 43 33.4
 AM0428:UTM  15      -  AIRPORT AZ MK                            089 39 14.1
 AM0428
 AM0428|---------------------------------------------------------------------|
 AM0428| PID    Reference Object                     Distance      Geod. Az  |
 AM0428|                                                           dddmmss.s |
 AM0428| CV5932 AIRPORT AZ MK                                      0883101.1 |
 AM0428| AM0429 FREEPORT RADIO STA KBRZ MAST        APPROX. 1.6 KM 1431402.2 |
 AM0428| CV5933 AIRPORT RM 1                          4.928 METERS 18523     |
 AM0428| AM0413 VELASCO MUNICIPAL TANK              APPROX. 3.9 KM 2154500.6 |
 AM0428| CV5934 AIRPORT RM 2                          4.831 METERS 28352     |
 AM0428|---------------------------------------------------------------------|
 AM0428
 AM0428                          SUPERSEDED SURVEY CONTROL
 AM0428
 AM0428  NAD 83(1986)-  28 59 56.52823(N)    095 20 39.10770(W) AD(       ) 3
 AM0428  NAD 27      -  28 59 55.64100(N)    095 20 38.32800(W) AD(       ) 3
 AM0428
 AM0428.Superseded values are not recommended for survey control.
 AM0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0428.See file dsdata.txt to determine how the superseded data were derived.
 AM0428
 AM0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7163910144(NAD 83)
 AM0428_MARKER: DS = TRIANGULATION STATION DISK
 AM0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0428
 AM0428  HISTORY     - Date     Condition        Report By
 AM0428  HISTORY     - 1954     MONUMENTED       CGS
 AM0428  HISTORY     - 1960     GOOD             CGS
 AM0428  HISTORY     - 1963     GOOD             CGS
 AM0428  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0428
 AM0428                          STATION DESCRIPTION
 AM0428
 AM0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0428'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF VELASCO, 3 MILES
 AM0428'EAST-SOUTHEAST OF CLUTE, 1 MILE WEST-SOUTHWEST OF THE COMMUNITY
 AM0428'OF OYSTER CREEK, 1700 FEET EAST-NORTHEAST OF THE NORTHEAST
 AM0428'CORNER OF THE DOW COMPANYS AIRSTRIP, AND ON PROPERTY OWNED BY
 AM0428'THE DOW CHEMICAL COMPANY.
 AM0428'
 AM0428'REACHED FROM THE JUNCTION OF STATE HIGHWAY 523 AND FARM AND
 AM0428'MARKET ROAD 1460 AT THE EASTERN EDGE OF VELASCO BY GOING
 AM0428'NORTHERLY ON HIGHWAY 523 FOR 2.5 MILES TO A SIDE ROAD AND CATTLE
 AM0428'GUARD ON THE LEFT.  TURN LEFT, CROSSING CATTLE GUARD, AND FOLLOW
 AM0428'A TRACK ROAD WESTERLY FOR 0.4 MILE TO A GATE IN A NORTH-SOUTH
 AM0428'FENCE.  PASS THROUGH GATE AND TURN SHARP RIGHT AND FOLLOW A
 AM0428'TRACK ROAD NORTHERLY ALONG THE EAST OF A LINE OF POWER POLES FOR
 AM0428'0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT IN A FENCE CORNER.
 AM0428'TURN LEFT AND GO WESTERLY ALONG THE SOUTH SIDE OF A FENCE FOR
 AM0428'0.3 MILE TO THE STATION AS DESCRIBED.
 AM0428'
 AM0428'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0428'IS 6 FEET SOUTH OF AN EAST-WEST FENCE AND 5.5 FEET SOUTH OF A
 AM0428'WITNESS POST.  THE DISK IS STAMPED AIRPORT 1954, AND THE MARK
 AM0428'PROJECTS 4 INCHES.
 AM0428'
 AM0428'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0428'IS 20 FEET SOUTH OF THE FENCE.  THE DISK IS STAMPED AIRPORT NO 1
 AM0428'1954, AND THE MARK PROJECTS 3 INCHES.
 AM0428'
 AM0428'THE REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AM0428'MONUMENT, IS 13 FEET WEST OF THE WITNESS POST AND 1 FOOT SOUTH
 AM0428'OF THE FENCE.  THE DISK IS STAMPED AIRPORT NO 2 1954, AND THE
 AM0428'MARK PROJECTS 3 INCHES.
 AM0428'
 AM0428'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0428'IS 2 FEET SOUTHWEST OF A FENCE CORNER POST, 2 FEET NORTHWEST
 AM0428'OF A WITNESS POST, AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 AM0428'THE DISK IS STAMPED AIRPORT 1954, AND THE MARK PROJECTS 4 INCHES.
 AM0428
 AM0428                          STATION RECOVERY (1960)
 AM0428
 AM0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0428'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE
 AM0428'REFERENCE MARKS WERE VERIFIED.  THE 1954 DESCRIPTION IS GOOD.
 AM0428
 AM0428                          STATION RECOVERY (1963)
 AM0428
 AM0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0428'THE STATION WAS RECOVERED.  ALL MARKS WERE FOUND IN GOOD
 AM0428'CONDITION.  THE DISTANCE TO REFERENCE MARKS 1 AND 2 WAS CHECKED
 AM0428'AND FOUND TO BE CORRECT.  STAMPINGS ON ALL MARKS WAS VERIFIED.
 AM0428'
 AM0428'FENCE LINES IN THE IMMEDIATE AREA OF THE STATION REMAIN AS
 AM0428'PREVIOUSLY DESCRIBED.  THE DOW COMPANYS AIRSTRIP IS NO LONGER
 AM0428'USED, HOWEVER IT IS STILL IN EVIDENCE.
 AM0428'
 AM0428'DUE TO CHANGES OF LOCAL TRACK ROADS AND VERY WET GROUNDS THE
 AM0428'STATION WAS REACHED AS FOLLOWS--FROM THE POST OFFICE IN VELASCO
 AM0428'GO SOUTHEAST ON GULF BLVD. (FARM ROAD 523) FOR 0.95 MILE, TURN
 AM0428'LEFT AND GO NORTHEAST ON FARM ROAD 523 FOR 1.85 MILES TO
 AM0428'INTERSECTION WITH HIGHWAY 332, CONTINUE NORTHEAST ON FARM ROAD 523
 AM0428'FOR 0.55 MILE, TAKE LEFT FORK ALONG THE OLD ROUTE OF HIGHWAY
 AM0428'LEADING INTO OYSTER CREEK FOR 0.4 MILE, TAKE LEFT FORK AT SIGN
 AM0428'DUTCH LAKE RD GOING 0.3 MILE TO END OF ROAD AND ETT AT THE
 AM0428'A.E. WITTIG RESIDENCE.  HIKE DUE WEST ALONG FENCE LINE
 AM0428'THAT LEADS WEST AT NORTH SIDE OF STOCK PEN, FOR ABOUT 0.2
 AM0428'MILE TO THE AZIMUTH MARK AT FENCE CORNER, CONTINUE WEST
 AM0428'ALONG FENCELINE FOR 0.3 MILE TO THE STATION.
 AM0428
 AM0428                          STATION RECOVERY (1998)
 AM0428
 AM0428'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0972 ***********************************************************************
 CT0972  DESIGNATION -  AIRPORT
 CT0972  PID         -  CT0972
 CT0972  STATE/COUNTY-  TX/PALO PINTO
 CT0972  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0972
 CT0972                         *CURRENT SURVEY CONTROL
 CT0972  ___________________________________________________________________
 CT0972* NAD 83(1993)-  32 46 22.60274(N)    098 03 58.61331(W)     ADJUSTED  
 CT0972* NAVD 88     -       294.6    (meters)     967.     (feet)  VERTCON   
 CT0972  ___________________________________________________________________
 CT0972  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 CT0972  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CT0972
 CT0972  HORZ ORDER  -  SECOND
 CT0972
 CT0972.The horizontal coordinates were established by classical geodetic methods
 CT0972.and adjusted by the National Geodetic Survey in February 1996..
 CT0972
 CT0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0972
 CT0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0972
 CT0972.The geoid height was determined by GEOID03.
 CT0972
 CT0972;                    North         East     Units Scale Factor Converg.
 CT0972;SPC TXNC     - 2,122,758.930   640,631.076   MT  0.99988438   +0 14 11.6
 CT0972;SPC TXNC     - 6,964,418.26  2,101,803.79   sFT  0.99988438   +0 14 11.6
 CT0972;UTM  14      - 3,626,501.818   587,448.436   MT  0.99969429   +0 30 19.7
 CT0972
 CT0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0972!SPC TXNC     -   0.99995831  x   0.99988438  =   0.99984270
 CT0972!UTM  14      -   0.99995831  x   0.99969429  =   0.99965262
 CT0972
 CT0972:                Primary Azimuth Mark                     Grid Az
 CT0972:SPC TXNC     -  MINERAL WELLS FT WOLTERS TANK            035 45 25.7
 CT0972:UTM  14      -  MINERAL WELLS FT WOLTERS TANK            035 29 17.6
 CT0972
 CT0972|---------------------------------------------------------------------|
 CT0972| PID    Reference Object                     Distance      Geod. Az  |
 CT0972|                                                           dddmmss.s |
 CT0972| CT0971 MINERAL WELLS FT WOLTERS TANK       APPROX. 1.7 KM 0355937.3 |
 CT0972| CX7479 AIRPORT RM 2                          5.640 METERS 18445     |
 CT0972| CT0975 MINERAL WELLS HOTEL CUPOLA          APPROX. 5.9 KM 3134922.8 |
 CT0972| CT0974 MINERAL WELLS MUN TANK              APPROX. 7.0 KM 3264041.7 |
 CT0972| CX7478 AIRPORT RM 1                         18.543 METERS 35912     |
 CT0972|---------------------------------------------------------------------|
 CT0972
 CT0972                          SUPERSEDED SURVEY CONTROL
 CT0972
 CT0972  NAD 83(1993)-  32 46 22.60488(N)    098 03 58.59899(W) AD(       ) 2
 CT0972  NAD 83(1986)-  32 46 22.60581(N)    098 03 58.59782(W) AD(       ) 2
 CT0972  NAD 27      -  32 46 22.13369(N)    098 03 57.43164(W) AD(       ) 2
 CT0972  NGVD 29 (07/19/86)  294.5    (m)          966.     (f) VERT ANG       
 CT0972
 CT0972.Superseded values are not recommended for survey control.
 CT0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0972.See file dsdata.txt to determine how the superseded data were derived.
 CT0972
 CT0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8744826502(NAD 83)
 CT0972_MARKER: DS = TRIANGULATION STATION DISK
 CT0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0972_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT0972
 CT0972  HISTORY     - Date     Condition        Report By
 CT0972  HISTORY     - 1973     MONUMENTED       NGS
 CT0972  HISTORY     - 19980627 GOOD             USPSQD
 CT0972  HISTORY     - 20040327 GOOD             USPSQD
 CT0972
 CT0972                          STATION DESCRIPTION
 CT0972
 CT0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CT0972'DISTANCE R.M. 1 TO R.M. 2 NOT MEASURED - NEARLY ON LINE.
 CT0972'
 CT0972'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF THE CENTRAL PART
 CT0972'OF MINERAL WELLS, 1.0 MILE SOUTHWEST OF THE MUNICIPAL AIRPORT, ON
 CT0972'THE WEST RIGHT-OF-WAY ALONG FARM ROAD 1195, AND ACROSS THE ROAD FROM
 CT0972'THE MCMINNS ORCHARD SALES BUILDING.
 CT0972'
 CT0972'THE STATION MARK IS A STANDARD DISK STAMPED AIRPORT 1973, SET IN A
 CT0972'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 107 FEET WEST
 CT0972'OF THE NORTHWEST CORNER OF THE MCMINNS ORCHARD SALES BUILDING, 98
 CT0972'FEET NORTH OF THE CENTER OF THE DRIVEWAY LEADING WEST INTO THE ALK
 CT0972'AERR RESIDENCE, 47 FEET WEST OF THE CENTER OF FARM ROAD 1195,
 CT0972'23.5 FEET NORTH OF A WATER METER, 19 FEET NORTH OF A STEEL CORNER
 CT0972'FENCE POST, 4.5 FEET NORTHEAST OF A METAL WITNESS POST, AND 3
 CT0972'FEET EAST OF A NORTH-SOUTH FENCE LINE.
 CT0972'
 CT0972'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED AIRPORT NO 1 1973,
 CT0972'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 159
 CT0972'FEET NORTH OF THE CENTER OF THE DRIVEWAY, 80 FEET NORTH OF THE
 CT0972'FENCE CORNER, 50 FEET WEST OF THE CENTER OF THE FARM ROAD, 4 FEET
 CT0972'SOUTH OF A POWER POLE, AND 1.5 FEET EAST OF THE FENCE LINE.
 CT0972'
 CT0972'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED AIRPORT NO 2 1973,
 CT0972'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 81
 CT0972'FEET NORTH OF THE CENTER OF THE DRIVEWAY, 49 FEET WEST OF THE
 CT0972'CENTER OF THE FARM ROAD, 6 FEET NORTHEAST OF THE WATER METER, AND
 CT0972'1.8 FEET EAST OF THE STEEL CORNER FENCE POST.
 CT0972'
 CT0972'AN AZIMUTH MARK WAS NOT SET AS OTHER STATIONS AND INTERSECTION
 CT0972'STATIONS ARE VISIBLE FROM THE GROUND.
 CT0972'
 CT0972'TO REACH THE STATION FROM THE POST OFFICE IN MINERAL WELLS AT THE
 CT0972'JUNCTION OF 1ST AVENUE AND 1ST STREET (EAST BOUND LANES OF U.S.
 CT0972'HIGHWAY 180), GO EAST ON HIGHWAY 180 FOR 3.0 MILES TO A SIGNAL
 CT0972'LIGHT AT FARM ROAD 1195 ON THE RIGHT AND A SIGN, MUNICIPAL AIRPORT
 CT0972'2 MILES, TURN RIGHT AND GO SOUTH ON FARM ROAD 1195 FOR 1.6 MILES TO
 CT0972'THE CROSSROAD INTERSECTION WITH FARM ROAD 1821 LEADING WEST
 CT0972'AND A GRADED ROAD LEADING EAST TO THE MUNICIPAL AIRPORT,
 CT0972'CONTINUE SOUTH ON FARM ROAD 1195 FOR 1.1 MILES TO THE MCMINNS
 CT0972'ORCHARD SALES BUILDING ON THE LEFT AND THE STATION ON THE RIGHT AS
 CT0972'DESCRIBED.
 CT0972'
 CT0972'NEAREST TOWN--MINERAL WELLS.
 CT0972'
 CT0972'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 CT0972
 CT0972                          STATION RECOVERY (1998)
 CT0972
 CT0972'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0972'RECOVERED IN GOOD CONDITION.
 CT0972
 CT0972                          STATION RECOVERY (2004)
 CT0972
 CT0972'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1106 ***********************************************************************
 CT1106  DESIGNATION -  AIRPORT
 CT1106  PID         -  CT1106
 CT1106  STATE/COUNTY-  TX/TAYLOR
 CT1106  USGS QUAD   -  ABILENE EAST (1987)
 CT1106
 CT1106                         *CURRENT SURVEY CONTROL
 CT1106  ___________________________________________________________________
 CT1106* NAD 83(1993)-  32 25 30.05357(N)    099 41 20.47229(W)     ADJUSTED  
 CT1106* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 CT1106  ___________________________________________________________________
 CT1106  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CT1106  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CT1106
 CT1106  HORZ ORDER  -  THIRD
 CT1106
 CT1106.This mark is at Abilene Regional (ABI) Airport (ABI)
 CT1106
 CT1106.The horizontal coordinates were established by classical geodetic methods
 CT1106.and adjusted by the National Geodetic Survey in February 1996..
 CT1106
 CT1106.The orthometric height was scaled from a topographic map.
 CT1106
 CT1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1106
 CT1106.The geoid height was determined by GEOID03.
 CT1106
 CT1106;                    North         East     Units Scale Factor Converg.
 CT1106;SPC TXNC     - 2,084,726.990   488,177.114   MT  0.99993199   -0 38 54.5
 CT1106;SPC TXNC     - 6,839,641.80  1,601,627.75   sFT  0.99993199   -0 38 54.5
 CT1106;UTM  14      - 3,587,755.831   435,219.704   MT  0.99965175   -0 22 10.1
 CT1106
 CT1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1106!SPC TXNC     -   0.99992017  x   0.99993199  =   0.99985217
 CT1106!UTM  14      -   0.99992017  x   0.99965175  =   0.99957195
 CT1106
 CT1106|---------------------------------------------------------------------|
 CT1106| PID    Reference Object                     Distance      Geod. Az  |
 CT1106|                                                           dddmmss.s |
 CT1106| CT0522 D 1052                               12.378 METERS 06601     |
 CT1106| CX7475 AIRPORT AZ MK                                      1564750.7 |
 CT1106| CX7476 AIRPORT RM 2                         13.945 METERS 29335     |
 CT1106|---------------------------------------------------------------------|
 CT1106
 CT1106                          SUPERSEDED SURVEY CONTROL
 CT1106
 CT1106  NAD 83(1986)-  32 25 30.06031(N)    099 41 20.45988(W) AD(       ) 3
 CT1106  NAD 27      -  32 25 29.59540(N)    099 41 19.15500(W) AD(       ) 3
 CT1106
 CT1106.Superseded values are not recommended for survey control.
 CT1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1106.See file dsdata.txt to determine how the superseded data were derived.
 CT1106
 CT1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3522087756(NAD 83)
 CT1106_MARKER: DS = TRIANGULATION STATION DISK
 CT1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1106
 CT1106  HISTORY     - Date     Condition        Report By
 CT1106  HISTORY     - 1961     MONUMENTED       CGS
 CT1106  HISTORY     - 1970     GOOD             NGS
 CT1106  HISTORY     - 1975     GOOD             NGS
 CT1106  HISTORY     - 1979     GOOD             NGS
 CT1106  HISTORY     - 1982     GOOD             NGS
 CT1106  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 CT1106
 CT1106                          STATION DESCRIPTION
 CT1106
 CT1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1106'THE STATION IS APPROXIMATELY 3 MILES SOUTHEAST OF ABILENE, ON
 CT1106'THE PROPERTY OF THE ABILENE MUNICIPAL AIRPORT.
 CT1106'
 CT1106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80,
 CT1106'83, 84 AND 277 IN THE EAST PART OF ABILENE, GO SOUTH ON HIGHWAYS
 CT1106'83 AND 84 FOR 0.85 MILES TO THE JUNCTION OF STATE HIGHWAY
 CT1106'36.  TURN LEFT, EAST, ON HIGHWAY 36 FOR 1.35 MILES TO A SIDE
 CT1106'ROAD RIGHT.  TURN RIGHT, SOUTH, FOR 1.65 MILE TO THE AIRPORT
 CT1106'OFFICE AND THE STATION.
 CT1106'
 CT1106'STATION MARKS ARE STANDARD DISKS STAMPED AIRPORT 1961.  THE
 CT1106'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CT1106'OF THE GROUND.  IT IS 112 FEET SOUTH OF A POWER POLE, 71.5
 CT1106'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD CONTROL TOWER
 CT1106'AND 13 FEET NORTHWEST OF A FENCE.  THE UNDERGROUND DISK IS SET
 CT1106'IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE
 CT1106'OF THE GROUND.
 CT1106'
 CT1106'REFERENCE MARK NO. 1, A STANDARD U.S. COAST AND GEODETIC SURVEY
 CT1106'BENCH MARK DISK STAMPED D1052 1956, IS CEMENTED IN A DRILL
 CT1106'HOLE IN A 4 FOOT SQUARE CONCRETE DRAIN COVER FLUSH WITH THE
 CT1106'SURFACE OF THE GROUND.  IT IS 34 FEET SOUTH OF THE SOUTHWEST
 CT1106'CORNER OF THE OLD CONTROL TOWER AND 11 FEET NORTHWEST OF THE
 CT1106'FENCE.
 CT1106'
 CT1106'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AIRPORT NO 2 1961,
 CT1106'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CT1106'GROUND.  IT IS 97 FEET SOUTH OF THE POWER POLE AND 46 FEET
 CT1106'NORTHEAST OF THE FENCE.
 CT1106'
 CT1106'AZIMUTH MARK, A STANDARD DISK STAMPED AIRPORT 1961, IS SET IN
 CT1106'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE GROUND.  IT IS
 CT1106'23.5 FEET WEST OF THE NORTHWEST CORNER OF A RED AND WHITE
 CT1106'CHECKERED BUILDING AND 21 FEET SOUTH OF THE CENTER OF A GRAVEL
 CT1106'ROAD.
 CT1106'
 CT1106'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CT1106
 CT1106                          STATION RECOVERY (1970)
 CT1106
 CT1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 CT1106'THE STATION, REFERENCE MARK 1 AND 2, AND AZIMUTH MARK RECOVERED
 CT1106'AS DESCRIBED IN GOOD CONDITION, WITH THE FOLLOWING EXCEPTION.
 CT1106'THE CONTROL TOWER IS NO LONGER IN THE LOCATION.  THE STATION IS
 CT1106'143 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD TERMINAL
 CT1106'BUILDING.
 CT1106'
 CT1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 CT1106'SOUTHEAST OF ABILENE
 CT1106
 CT1106                          STATION RECOVERY (1975)
 CT1106
 CT1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 CT1106'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 CT1106'WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CT1106'
 CT1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ABILENE
 CT1106'MUNICIPAL AIRPORT
 CT1106
 CT1106                          STATION RECOVERY (1979)
 CT1106
 CT1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CT1106'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH RMS 1 AND 2 AS
 CT1106'DESCRIBED.
 CT1106'
 CT1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ABILENE
 CT1106'MUNICIPAL AIRPORT.
 CT1106
 CT1106                          STATION RECOVERY (1982)
 CT1106
 CT1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (GFS)
 CT1106'STATION MARK AND RMS 1 AND 2 RECOVERED AS DESCRIBED EXCEPT ALL TRACES
 CT1106'OF THE OLD CONTROL TOWER HAVE BEEN REMOVED.  THE AZIMUTH MARK WAS
 CT1106'NOT SEARCHED FOR.
 CT1106'
 CT1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHEAST
 CT1106'OF ABILENE.
 CT1106
 CT1106                          STATION RECOVERY (1994)
 CT1106
 CT1106'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0713 ***********************************************************************
 EN0713  DESIGNATION -  AIRPORT
 EN0713  PID         -  EN0713
 EN0713  STATE/COUNTY-  TX/CHILDRESS
 EN0713  USGS QUAD   -  CAREY (1981)
 EN0713
 EN0713                         *CURRENT SURVEY CONTROL
 EN0713  ___________________________________________________________________
 EN0713* NAD 83(1993)-  34 25 58.52120(N)    100 16 57.00301(W)     ADJUSTED  
 EN0713* NAVD 88     -       595.     (meters)    1952.     (feet)  SCALED    
 EN0713  ___________________________________________________________________
 EN0713  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 EN0713  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 EN0713
 EN0713  HORZ ORDER  -  SECOND
 EN0713
 EN0713.This mark is at Childress Muni (CDS) Airport (CDS)
 EN0713
 EN0713.The horizontal coordinates were established by classical geodetic methods
 EN0713.and adjusted by the National Geodetic Survey in February 1996..
 EN0713
 EN0713.The orthometric height was scaled from a topographic map.
 EN0713
 EN0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0713
 EN0713.The geoid height was determined by GEOID03.
 EN0713
 EN0713;                    North         East     Units Scale Factor Converg.
 EN0713;SPC TX N     - 1,048,717.861   311,908.175   MT  1.00005739   +0 42 20.1
 EN0713;SPC TX N     - 3,440,668.52  1,023,318.74   sFT  1.00005739   +0 42 20.1
 EN0713;UTM  14      - 3,810,905.049   382,164.462   MT  0.99977115   -0 43 30.9
 EN0713
 EN0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0713!SPC TX N     -   0.99991099  x   1.00005739  =   0.99996837
 EN0713!UTM  14      -   0.99991099  x   0.99977115  =   0.99968216
 EN0713
 EN0713|---------------------------------------------------------------------|
 EN0713| PID    Reference Object                     Distance      Geod. Az  |
 EN0713|                                                           dddmmss.s |
 EN0713| AI5629 AIRPORT RM 1                         11.369 METERS 04418     |
 EN0713| EN0078 D 906                                20.304 METERS 15907     |
 EN0713| EN0716 CHILDRESS MUN AIRPORT BCN            14.029 METERS 17241     |
 EN0713| CX7477 AIRPORT AZ MK                                      1835857.9 |
 EN0713| AI5630 AIRPORT RM 2                         17.203 METERS 29955     |
 EN0713|---------------------------------------------------------------------|
 EN0713
 EN0713                          SUPERSEDED SURVEY CONTROL
 EN0713
 EN0713  NAD 83(1993)-  34 25 58.52120(N)    100 16 57.00301(W) AD(       ) 2
 EN0713  NAD 83(1986)-  34 25 58.52664(N)    100 16 56.99542(W) AD(       ) 2
 EN0713  NAD 27      -  34 25 58.30251(N)    100 16 55.57271(W) AD(       ) 2
 EN0713
 EN0713.Superseded values are not recommended for survey control.
 EN0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0713.See file dsdata.txt to determine how the superseded data were derived.
 EN0713
 EN0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8216410905(NAD 83)
 EN0713_MARKER: DS = TRIANGULATION STATION DISK
 EN0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0713
 EN0713  HISTORY     - Date     Condition        Report By
 EN0713  HISTORY     - 1967     MONUMENTED       CGS
 EN0713
 EN0713                          STATION DESCRIPTION
 EN0713
 EN0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0713'THE STATION IS ABOUT 4 MILES WEST OF CHILDRESS, 3-3/4 MILES SOUTHEAST
 EN0713'OF CAREY, 2 MILES SOUTH OF U.S. HIGHWAY 287 AND ON PROPERTY OWNED BY
 EN0713'THE CITY OF CHILDRESS.
 EN0713'
 EN0713'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 287-83 AT
 EN0713'THE NORTHWEST EDGE OF CHILDRESS, GO SOUTH ON U.S. HIGHWAY 83 FOR
 EN0713'0.7 MILE TO THE INTERSECTION WITH FARM ROAD 2042 ON THE RIGHT.
 EN0713'TURN RIGHT AND GO WEST ON FARM ROAD 2042 FOR 1.75 MILES TO A POINT
 EN0713'WHERE FARM ROAD 2042 TURNS TO THE LEFT, SOUTH.  CONTINUE WEST ON A
 EN0713'PAVED ROAD FOR 1.65 MILES TO A CROSSROADS AND A FEDERAL AVIATION
 EN0713'AGENCY BUILDING ON THE LEFT.  CONTINUE WEST FOR 091 MILE TO THE
 EN0713'EAST EDGE OF THE AIRPORT RUNWAY.  TURN LEFT AND GO SOUTH FOR 0.05
 EN0713'MILE TO THE STATION MARK ON THE LEFT, EAST SIDE OF THE RUNWAY.
 EN0713'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ALONG THE
 EN0713'EAST EDGE OF THE RUNWAY FOR 0.35 MILE TO THE SOUTH END OF THE
 EN0713'RUNWAY AND THE AZIMUTH.
 EN0713'
 EN0713'THE STATION MARK IS A STANDARD DISK STAMPED AIRPORT 1967, SET IN THE
 EN0713'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH
 EN0713'WITH THE SURFACE OF THE GROUND.  IT IS 51.5 FEET NORTHEAST OF A
 EN0713'HYDRANT, 49.0 FEET EAST OF THE EAST EDGE OF THE RUNWAY AND 26.8
 EN0713'FEET EAST OF THE SOUTHEAST CORNER OF THE SOUTH ONE OF TWO CONCRETE
 EN0713'FOUNDATIONS.  THE UNDERGROUND DISK IS SET 48 INCHES BELOW THE
 EN0713'GROUND SURFACE.
 EN0713'
 EN0713'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AIRPORT NO 1 1967, SET IN
 EN0713'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0713'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 87.2 FEET
 EN0713'NORTHEAST OF THE HYDRANT, 73.9 FEET EAST OF THE EAST EDGE OF THE
 EN0713'RUNWAY 10.0 FEET NORTH OF THE NORTHWEST CORNER OF THE FOUNDATION
 EN0713'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.  THE DISTANCE
 EN0713'FROM THE AXIS OF THE TELESCOPE IS 37.72 FEET OR 11.496 METERS.
 EN0713'
 EN0713'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AIRPORT NO 2 1967,
 EN0713'CEMENTED IN A DRILL HOLE IN THE CONCRETE RUNWAY AND IS FLUSH WITH
 EN0713'THE SURFACE OF THE GROUND.  IT IS 48.2 FEET NORTH OF THE HYDRANT,
 EN0713'1.0 FEET WEST OF THE EAST EDGE OF THE RUNWAY AND ABOUT THE SAME
 EN0713'ELEVATION AS THE STATION MARK.  THE DISTANCE FROM THE AXIS OF THE
 EN0713'TELESCOPE IS 56.70 FEET OR 17.282 METERS.
 EN0713'
 EN0713'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AIRPORT 1967, CEMENTED
 EN0713'IN A DRILL HOLE IN THE CONCRETE RUNWAY AND IS FLUSH WITH THE SURFACE
 EN0713'OF THE GROUND.  IT IS 21.8 FEET WEST OF THE EAST EDGE OF THE RUNWAY
 EN0713'AND 1.2 FEET NORTH OF THE SOUTH EDGE OF THE RUNWAY.
 EN0713'
 EN0713'BENCH MARK D 906 IS A STANDARD BENCH MARK DISK STAMPED D 906 1945,
 EN0713'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST ONE OF FOUR CONCRETE
 EN0713'FOOTINGS THAT PROJECT 1-1/2 FEET AND ARE 2 FEET SQUARE.  IT IS 82.8
 EN0713'FEET SOUTHEAST OF THE HYDRANT, 75.0 FEET EAST OF THE EAST EDGE OF
 EN0713'THE RUNWAY AND 1-1/2 FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 EN0713'THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 66.77 FEET OR 20.352
 EN0713'METERS.
 EN0713'
 EN0713'R.M. 1 TO R.M. 2 IS 74.98 FEET OR 22.853 METERS.
 EN0713'
 EN0713'WITNESS POSTS WERE SET 4.0 FEET SOUTH OF THE STATION AND 1.7 FEET
 EN0713'SOUTH OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0878 ***********************************************************************
 BP0878  DESIGNATION -  AIRPORT
 BP0878  PID         -  BP0878
 BP0878  STATE/COUNTY-  TX/PECOS
 BP0878  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0878
 BP0878                         *CURRENT SURVEY CONTROL
 BP0878  ___________________________________________________________________
 BP0878* NAD 83(1993)-  30 55 04.83224(N)    102 53 52.32268(W)     ADJUSTED  
 BP0878* NAVD 88     -       901.     (meters)    2956.     (feet)  SCALED    
 BP0878  ___________________________________________________________________
 BP0878  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BP0878  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0878
 BP0878  HORZ ORDER  -  SECOND
 BP0878
 BP0878.The horizontal coordinates were established by classical geodetic methods
 BP0878.and adjusted by the National Geodetic Survey in February 1996..
 BP0878
 BP0878.The orthometric height was scaled from a topographic map.
 BP0878
 BP0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0878
 BP0878.The geoid height was determined by GEOID03.
 BP0878
 BP0878;                    North         East     Units Scale Factor Converg.
 BP0878;SPC TX C     - 3,141,542.593   454,917.199   MT  0.99988280   -1 19 15.2
 BP0878;SPC TX C     -10,306,877.66  1,492,507.51   sFT  0.99988280   -1 19 15.2
 BP0878;UTM  13      - 3,422,409.233   700,875.247   MT  1.00009777   +1 04 49.7
 BP0878
 BP0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0878!SPC TX C     -   0.99986217  x   0.99988280  =   0.99974499
 BP0878!UTM  13      -   0.99986217  x   1.00009777  =   0.99995993
 BP0878
 BP0878:                Primary Azimuth Mark                     Grid Az
 BP0878:SPC TX C     -  FORT STOCKTON MUNICIPAL TANK E           158 27 08.6
 BP0878:UTM  13      -  FORT STOCKTON MUNICIPAL TANK E           156 03 03.7
 BP0878
 BP0878|---------------------------------------------------------------------|
 BP0878| PID    Reference Object                     Distance      Geod. Az  |
 BP0878|                                                           dddmmss.s |
 BP0878| BP0884 FORT STOCKTON MUNICIPAL TANK E      APPROX. 3.4 KM 1570753.4 |
 BP0878| BP0882 FORT STOCKTON MUNICIPAL TANK W      APPROX. 3.5 KM 1772450.2 |
 BP0878| CH7811 AIRPORT RM 1                          7.958 METERS 19455     |
 BP0878| CH7810 AIRPORT AZ MK                                      2145841.1 |
 BP0878| CH7812 AIRPORT RM 2                          9.159 METERS 32338     |
 BP0878|---------------------------------------------------------------------|
 BP0878
 BP0878                          SUPERSEDED SURVEY CONTROL
 BP0878
 BP0878  NAD 83(1986)-  30 55 04.83452(N)    102 53 52.31749(W) AD(       ) 2
 BP0878  NAD 27      -  30 55 04.28100(N)    102 53 50.75600(W) AD(       ) 2
 BP0878
 BP0878.Superseded values are not recommended for survey control.
 BP0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0878.See file dsdata.txt to determine how the superseded data were derived.
 BP0878
 BP0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0087522409(NAD 83)
 BP0878_MARKER: DS = TRIANGULATION STATION DISK
 BP0878_SETTING: 0 = UNSPECIFIED SETTING
 BP0878
 BP0878  HISTORY     - Date     Condition        Report By
 BP0878  HISTORY     - 1943     MONUMENTED       CGS
 BP0878  HISTORY     - 1969     GOOD             LOCSUR
 BP0878  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0878
 BP0878                          STATION DESCRIPTION
 BP0878
 BP0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0878'THE STATION IS 2.5 MILES AIRLINE NORTH NORTHWEST OF FT. STOCKTON,
 BP0878'IN A FENCE CORNER AT THE EXTREME NORTHEAST CORNER OF LANDING
 BP0878'FIELD OF THE U.S. ARMY FLYING SCHOOL.
 BP0878'
 BP0878'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 285,
 BP0878'100 YARDS SOUTHWEST OF THE DEPOT IN FT. STOCKTON, GO WEST
 BP0878'ON U.S. 290 0.95 MILES.  THENCE RIGHT ON U.S. 285 1.3 MILES
 BP0878'TO ROAD LEADING TO AIRPORT.  TURN RIGHT ON THIS ROAD AND
 BP0878'CONTINUE TO SOUTH HANGER.  FROM THE SOUTH END OF THE SOUTH
 BP0878'HANGER, GO SOUTHEAST ALONG SOUTHWEST EDGE OF LANDING FIELD
 BP0878'0.3 MILE, THEN LEFT ALONG SOUTHEAST EDGE OF FIELD FOR 1.1
 BP0878'MILES TO STATION.
 BP0878'
 BP0878'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 BP0878'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS STAMPED AIRPORT
 BP0878'1943.
 BP0878'
 BP0878'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF
 BP0878'A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT ON THE SAME
 BP0878'LEVEL AS THE STATION.  IT IS STAMPED AIRPORT NO 1 1943.
 BP0878'
 BP0878'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF A
 BP0878'CONCRETE POST, FLUSH WITH THE GROUND AND ABOUT THE SAME LEVEL
 BP0878'AS STATION.  IT IS STAMPED AIRPORT NO 2 1943.
 BP0878'
 BP0878'AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE SOUTH SOUTHWEST OF
 BP0878'STATION, ABOUT 5 FEET TOWARD LANDING FIELD FROM FENCE LINE.
 BP0878'IT IS A STANDARD DISC SET IN THE TOP OF A CONCRETE POST WHICH
 BP0878'PROJECTS ABOUT 2 INCHES ABOVE GROUND LEVEL.  IT IS STAMPED
 BP0878'AIRPORT 1943.
 BP0878'
 BP0878'ALL OBSERVATIONS WERE FROM A 4 FOOT WOOD STAND.
 BP0878'
 BP0878'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BP0878
 BP0878                          STATION RECOVERY (1969)
 BP0878
 BP0878'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 BP0878'AIRPORT-GOOD
 BP0878'
 BP0878'REF 1-GOOD
 BP0878'
 BP0878'REF 2-GOOD
 BP0878'
 BP0878'AZ-GOOD
 BP0878
 BP0878                          STATION RECOVERY (1996)
 BP0878
 BP0878'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8221 ***********************************************************************
 AJ8221  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ8221  DESIGNATION -  AIRPORT
 AJ8221  PID         -  AJ8221
 AJ8221  STATE/COUNTY-  TX/JEFFERSON
 AJ8221  USGS QUAD   -  PORT ACRES (1993)
 AJ8221
 AJ8221                         *CURRENT SURVEY CONTROL
 AJ8221  ___________________________________________________________________
 AJ8221* NAD 83(1993)-  29 57 27.87729(N)    094 01 14.57482(W)     ADJUSTED  
 AJ8221* NAVD 88     -         3.89   (meters)      12.8    (feet)  GPS OBS   
 AJ8221  ___________________________________________________________________
 AJ8221  X           -    -387,788.221 (meters)                     COMP
 AJ8221  Y           -  -5,516,964.858 (meters)                     COMP
 AJ8221  Z           -   3,166,304.516 (meters)                     COMP
 AJ8221  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AJ8221  ELLIP HEIGHT-         -23.47  (meters)          (03/11/02) GPS OBS
 AJ8221  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ8221
 AJ8221  HORZ ORDER  -  A
 AJ8221  ELLP ORDER  -  FOURTH    CLASS I
 AJ8221
 AJ8221.The horizontal coordinates were established by GPS observations
 AJ8221.and adjusted by the National Geodetic Survey in March 2002..
 AJ8221
 AJ8221.The orthometric height was determined by GPS observations and a
 AJ8221.high-resolution geoid model using precise GPS observation and
 AJ8221.processing techniques.
 AJ8221
 AJ8221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8221
 AJ8221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8221
 AJ8221.The ellipsoidal height was determined by GPS observations
 AJ8221.and is referenced to NAD 83.
 AJ8221
 AJ8221.The geoid height was determined by GEOID03.
 AJ8221
 AJ8221;                    North         East     Units Scale Factor Converg.
 AJ8221;SPC TXSC     - 4,245,674.564 1,080,453.478   MT  0.99992216   +2 26 21.9
 AJ8221;SPC TXSC     -13,929,350.63  3,544,787.79   sFT  0.99992216   +2 26 21.9
 AJ8221;UTM  15      - 3,314,541.141   401,510.067   MT  0.99971968   -0 30 35.1
 AJ8221
 AJ8221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8221!SPC TXSC     -   1.00000369  x   0.99992216  =   0.99992585
 AJ8221!UTM  15      -   1.00000369  x   0.99971968  =   0.99972336
 AJ8221
 AJ8221                          SUPERSEDED SURVEY CONTROL
 AJ8221
 AJ8221.No superseded survey control is available for this station.
 AJ8221
 AJ8221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0151014541(NAD 83)
 AJ8221_MARKER: I = METAL ROD
 AJ8221_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ8221+WITH SETTING: INFORMATION.
 AJ8221_MARK LOGO: NGS   
 AJ8221_PROJECTION: RECESSED 4 CENTIMETERS
 AJ8221_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8221+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2005
 AJ8221_ROD/PIPE-DEPTH: 1    meters
 AJ8221
 AJ8221  HISTORY     - Date     Condition        Report By
 AJ8221  HISTORY     - 2000     MONUMENTED       WORTEC
 AJ8221  HISTORY     - 20030719 GOOD             TXANG
 AJ8221  HISTORY     - 20050821 GOOD             GEOCAC
 AJ8221
 AJ8221                          STATION DESCRIPTION
 AJ8221
 AJ8221'DESCRIBED BY WORTECH LAND SURVEYORS INC 2000 (RH)
 AJ8221'THE STATION IS LOCATED AT JEFFERSON COUNTY AIRPORT.  OWNERSHIP,
 AJ8221'JEFFERSON COUNTY AIRPORT, MANAGER BYRON BROUSSARD.  TO REACH THE
 AJ8221'STATION HEAD E ON HWY 69, 96, 287 FROM BEAUMONT TAKE EXIT FOR
 AJ8221'JEFFERSON COUNTY AIRPORT.  TURN RIGHT (SOUTH) ON JERRY WARE DRIVE,
 AJ8221'CONTINUE S FOR APPROX 0.4 MILE (0.6 KM) TO FORK IN ROAD.  FROM FORK,
 AJ8221'MON IS APPROX 135 FT (41.1 M) S AND 50 FT (15.2 M) N OF CENTER LINE OF
 AJ8221'JERRY WARE DRIVE.
 AJ8221' 
 AJ8221'THE STATION IS STAINLESS BAR INSIDE PIPE LOCATED APPROX 4 CM BELOW
 AJ8221'NATURAL GROUND LEVEL.  BENCHMARK ACCESS ON PIPE.  ROD HAS DOMED DATA
 AJ8221'POINT ATTACHED.
 AJ8221
 AJ8221                          STATION RECOVERY (2003)
 AJ8221
 AJ8221'RECOVERY NOTE BY TEXAS ARMY NATL GUARD FLD SUR 2003 (JLW)
 AJ8221'RECOVERED IN GOOD CONDITION
 AJ8221
 AJ8221                          STATION RECOVERY (2005)
 AJ8221
 AJ8221'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 AJ8221'1 FOOT EAST OF CARSONITE WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2620 ***********************************************************************
 AW2620  DESIGNATION -  AIRPORT 2
 AW2620  PID         -  AW2620
 AW2620  STATE/COUNTY-  TX/GALVESTON
 AW2620  USGS QUAD   -  GALVESTON (1994)
 AW2620
 AW2620                         *CURRENT SURVEY CONTROL
 AW2620  ___________________________________________________________________
 AW2620* NAD 83(1986)-  29 16 15.     (N)    094 51 06.     (W)     SCALED    
 AW2620* NAVD 88     -         1.69   (+/-2cm)       5.5    (feet)  VERTCON   
 AW2620  ___________________________________________________________________
 AW2620  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW2620
 AW2620  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2620
 AW2620.This mark is at Scholes Fld (GLS) Airport (GLS)
 AW2620
 AW2620.The horizontal coordinates were scaled from a topographic map and have
 AW2620.an estimated accuracy of +/- 6 seconds.
 AW2620
 AW2620.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2620.The vertical order pertains to the NGVD 29 superseded value.
 AW2620
 AW2620.The geoid height was determined by GEOID03.
 AW2620
 AW2620;                    North         East    Units  Estimated Accuracy
 AW2620;SPC TXSC     - 4,166,460.    1,003,010.      MT  (+/- 180 meters Scaled)
 AW2620
 AW2620                          SUPERSEDED SURVEY CONTROL
 AW2620
 AW2620  NGVD 29 (??/??/92)    1.691  (m)            5.55   (f) ADJ UNCH    1 2
 AW2620
 AW2620.Superseded values are not recommended for survey control.
 AW2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2620.See file dsdata.txt to determine how the superseded data were derived.
 AW2620
 AW2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN201394(NAD 83)
 AW2620_MARKER: DD = SURVEY DISK
 AW2620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2620_SP_SET: RAMP
 AW2620_STAMPING: AIRPORT NO 2
 AW2620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2620
 AW2620  HISTORY     - Date     Condition        Report By
 AW2620  HISTORY     - UNK      MONUMENTED       USE
 AW2620  HISTORY     - 1964     GOOD             NGS
 AW2620  HISTORY     - 1974     GOOD             NGS
 AW2620  HISTORY     - 1987     GOOD             USPSQD
 AW2620  HISTORY     - 1987     GOOD             USPSQD
 AW2620  HISTORY     - 1987     GOOD             USPSQD
 AW2620  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2620  HISTORY     - 1988     GOOD             USPSQD
 AW2620  HISTORY     - 19890614 MARK NOT FOUND   USPSQD
 AW2620  HISTORY     - 1990     GOOD             USPSQD
 AW2620  HISTORY     - 19910407 GOOD             USPSQD
 AW2620  HISTORY     - 19990522 GOOD             USPSQD
 AW2620
 AW2620                          STATION DESCRIPTION
 AW2620
 AW2620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2620'5.95 MI SW FROM GALVESTON.
 AW2620'ABOUT 4.3 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM MOODY CENTER
 AW2620'AT GALVESTON, THENCE 0.7 MILE NORTHWEST ALONG 81ST STREET, THENCE 0.5
 AW2620'MILE SOUTHWEST ALONG A PAVED ROAD THROUGH THE GALVESTON MUNICIPAL
 AW2620'AIRPORT, THENCE 0.2 MILE NORTH ALONG A CONCRETE APRON, THENCE 0.25
 AW2620'MILE NORTHEAST ALONG A PAVED ROAD, 92 FEET SOUTH OF THE CENTER OF THE
 AW2620'WEST ENTRANCE TO A LARGE ARCH-SHAPED HANGAR, 64 FEET NORTHEAST OF THE
 AW2620'NORTHEAST CORNER OF A LARGE MAINTENANCE BUILDING, 5 FEET SOUTHWEST OF
 AW2620'THE SOUTHWEST CORNER OF A HANGAR, SET IN THE TOP OF THE SOUTH EDGE OF
 AW2620'A CONCRETE RAMP, AND ABOUT FLUSH WITH THE GROUND.
 AW2620
 AW2620                          STATION RECOVERY (1974)
 AW2620
 AW2620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW2620'RECOVERED IN GOOD CONDITION.
 AW2620
 AW2620                          STATION RECOVERY (1987)
 AW2620
 AW2620'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW2620'RECOVERED IN GOOD CONDITION.
 AW2620
 AW2620                          STATION RECOVERY (1987)
 AW2620
 AW2620'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2620'RECOVERED IN GOOD CONDITION.
 AW2620
 AW2620                          STATION RECOVERY (1987)
 AW2620
 AW2620'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW2620'RECOVERED IN GOOD CONDITION.
 AW2620
 AW2620                          STATION RECOVERY (1988)
 AW2620
 AW2620'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW2620'MARK NOT FOUND.
 AW2620
 AW2620                          STATION RECOVERY (1988)
 AW2620
 AW2620'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW2620'RECOVERED IN GOOD CONDITION.
 AW2620
 AW2620                          STATION RECOVERY (1989)
 AW2620
 AW2620'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW2620'MARK NOT FOUND.
 AW2620
 AW2620                          STATION RECOVERY (1990)
 AW2620
 AW2620'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW2620'RECOVERED IN GOOD CONDITION.
 AW2620
 AW2620                          STATION RECOVERY (1991)
 AW2620
 AW2620'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW2620'RECOVERED IN GOOD CONDITION.
 AW2620
 AW2620                          STATION RECOVERY (1999)
 AW2620
 AW2620'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0183 ***********************************************************************
 BZ0183  DESIGNATION -  AIRPORT 38 RM 2
 BZ0183  PID         -  BZ0183
 BZ0183  STATE/COUNTY-  TX/FREESTONE
 BZ0183  USGS QUAD   -  LANELY (1982)
 BZ0183
 BZ0183                         *CURRENT SURVEY CONTROL
 BZ0183  ___________________________________________________________________
 BZ0183* NAD 83(1986)-  31 36 02.     (N)    096 06 09.     (W)     SCALED    
 BZ0183* NAVD 88     -       184.410  (meters)     605.02   (feet)  ADJUSTED  
 BZ0183  ___________________________________________________________________
 BZ0183  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BZ0183  DYNAMIC HT  -         184.186 (meters)     604.28  (feet)  COMP
 BZ0183  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 BZ0183
 BZ0183  VERT ORDER  -  SECOND    CLASS 0
 BZ0183
 BZ0183.The horizontal coordinates were scaled from a topographic map and have
 BZ0183.an estimated accuracy of +/- 6 seconds.
 BZ0183
 BZ0183.The orthometric height was determined by differential leveling
 BZ0183.and adjusted by the National Geodetic Survey in June 1991..
 BZ0183
 BZ0183.The geoid height was determined by GEOID03.
 BZ0183
 BZ0183.The dynamic height is computed by dividing the NAVD 88
 BZ0183.geopotential number by the normal gravity value computed on the
 BZ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0183.degrees latitude (g = 980.6199 gals.).
 BZ0183
 BZ0183.The modeled gravity was interpolated from observed gravity values.
 BZ0183
 BZ0183;                    North         East    Units  Estimated Accuracy
 BZ0183;SPC TX C     - 3,222,020.    1,101,390.      MT  (+/- 180 meters Scaled)
 BZ0183
 BZ0183                          SUPERSEDED SURVEY CONTROL
 BZ0183
 BZ0183  NGVD 29 (??/??/92)  184.393  (m)          604.96   (f) ADJ UNCH    2 0
 BZ0183
 BZ0183.Superseded values are not recommended for survey control.
 BZ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0183.See file dsdata.txt to determine how the superseded data were derived.
 BZ0183
 BZ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV749998(NAD 83)
 BZ0183_MARKER: DR = REFERENCE MARK DISK
 BZ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0183_STAMPING: BURLESON NO 2 1935
 BZ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0183+STABILITY: SURFACE MOTION
 BZ0183
 BZ0183  HISTORY     - Date     Condition        Report By
 BZ0183  HISTORY     - 1935     MONUMENTED       CGS
 BZ0183  HISTORY     - 1948     GOOD             NGS
 BZ0183  HISTORY     - 1976     GOOD             DUNLAP
 BZ0183
 BZ0183                          STATION DESCRIPTION
 BZ0183
 BZ0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0183'2.55 MI NE FROM DEW.
 BZ0183'2.3 MILES EAST ALONG FARM ROAD 489 FROM THE METHODIST CHURCH AT DEW,
 BZ0183'THENCE 0.25 MILE NORTH AND UPHILL ALONG A DIM TRAIL LEADING FROM THE
 BZ0183'REAR OF A FARMHOUSE TO THE TOP OF BURLESON HILL, ON THE EAST SLOPE OF
 BZ0183'THE HILL, 59.2 FEET SOUTHEAST OF BURLESON R.M. 1, 55.8 FEET NORTHEAST
 BZ0183'OF TRIANGULATION STATION BURLESON 1935, 18.0 FEET NORTHEAST OF A
 BZ0183'DOUBLE SIX INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0183'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BZ0183
 BZ0183                          STATION RECOVERY (1976)
 BZ0183
 BZ0183'RECOVERY NOTE BY DUNLAP ASSOCIATES 1976
 BZ0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1135 ***********************************************************************
 CT1135  DESIGNATION -  AIRPORT BCN DYESS AFB ABILENE
 CT1135  PID         -  CT1135
 CT1135  STATE/COUNTY-  TX/TAYLOR
 CT1135  USGS QUAD   -  ABILENE WEST (1987)
 CT1135
 CT1135                         *CURRENT SURVEY CONTROL
 CT1135  ___________________________________________________________________
 CT1135* NAD 83(1993)-  32 25 38.84946(N)    099 50 14.66353(W)     ADJUSTED  
 CT1135* NAVD 88     -                                                        
 CT1135  ___________________________________________________________________
 CT1135  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 CT1135  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CT1135
 CT1135  HORZ ORDER  -  THIRD
 CT1135
 CT1135.The horizontal coordinates were established by classical geodetic methods
 CT1135.and adjusted by the National Geodetic Survey in February 1996..
 CT1135
 CT1135
 CT1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1135
 CT1135.The geoid height was determined by GEOID03.
 CT1135
 CT1135;                    North         East     Units Scale Factor Converg.
 CT1135;SPC TXNC     - 2,085,165.701   474,226.084   MT  0.99993153   -0 43 45.9
 CT1135;SPC TXNC     - 6,841,081.14  1,555,856.74   sFT  0.99993153   -0 43 45.9
 CT1135;UTM  14      - 3,588,126.336   421,270.440   MT  0.99967643   -0 26 56.6
 CT1135
 CT1135                          SUPERSEDED SURVEY CONTROL
 CT1135
 CT1135  NAD 83(1986)-  32 25 38.85629(N)    099 50 14.65134(W) AD(       ) 4
 CT1135  NAD 27      -  32 25 38.40400(N)    099 50 13.32100(W) AD(       ) 3
 CT1135
 CT1135.Superseded values are not recommended for survey control.
 CT1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1135.See file dsdata.txt to determine how the superseded data were derived.
 CT1135
 CT1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2127088126(NAD 83)
 CT1135_MARKER: 21 = AIRPORT BEACON
 CT1135
 CT1135  HISTORY     - Date     Condition        Report By
 CT1135  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1135  HISTORY     - 1975     GOOD             NGS
 CT1135  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT1135
 CT1135                          STATION DESCRIPTION
 CT1135
 CT1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1135'THE STATION IS THE REVOLVING GREEN AND WHITE BEACON LIGHT ATOP THE
 CT1135'NEW WATER TANK WHICH IS ON THE EAST SIDE OF DYESS AIR FORCE
 CT1135'BASE AND ON THE NORTHWEST SIDE OF THE BASE FIRE DEPARTMENT
 CT1135'BUILDING.
 CT1135'
 CT1135'THE TANK IS A RED AND WHITE STEEL STRUCTURE SUPPORTED BY
 CT1135'EIGHT LEGS AND HAS A SMALL PLATFORM ON THE TOP WHICH SUPPORTS
 CT1135'THE BEACON LIGHT.  THE OVERALL HEIGHT OF THE STRUCTURE IS 172
 CT1135'FEET HIGH.
 CT1135
 CT1135                          STATION RECOVERY (1975)
 CT1135
 CT1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 CT1135'THE STATION WAS RECOVERED AS DESCRIBED.
 CT1135'
 CT1135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DYESS AFB
 CT1135
 CT1135                          STATION RECOVERY (2001)
 CT1135
 CT1135'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT1135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0198 ***********************************************************************
 AP0198  DESIGNATION -  AIRPORT BCN EAGLE PASS MUN APT
 AP0198  PID         -  AP0198
 AP0198  STATE/COUNTY-  TX/MAVERICK
 AP0198  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0198
 AP0198                         *CURRENT SURVEY CONTROL
 AP0198  ___________________________________________________________________
 AP0198* NAD 83(1993)-  28 42 22.12979(N)    100 28 58.83352(W)     ADJUSTED  
 AP0198* NAVD 88     -                                                        
 AP0198  ___________________________________________________________________
 AP0198  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AP0198  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0198
 AP0198  HORZ ORDER  -  THIRD
 AP0198
 AP0198.This mark is at Eagle Pass Municipal Airport (EGP)
 AP0198
 AP0198.The horizontal coordinates were established by classical geodetic methods
 AP0198.and adjusted by the National Geodetic Survey in February 1996..
 AP0198
 AP0198
 AP0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0198
 AP0198.The geoid height was determined by GEOID03.
 AP0198
 AP0198;                    North         East     Units Scale Factor Converg.
 AP0198;SPC TXSC     - 4,097,651.518   455,105.436   MT  0.99992301   -0 43 35.6
 AP0198;SPC TXSC     -13,443,711.69  1,493,125.08   sFT  0.99992301   -0 43 35.6
 AP0198;UTM  14      - 3,176,330.550   355,139.584   MT  0.99985897   -0 42 44.8
 AP0198
 AP0198                          SUPERSEDED SURVEY CONTROL
 AP0198
 AP0198  NAD 83(1986)-  28 42 22.12498(N)    100 28 58.81127(W) AD(       ) 4
 AP0198  NAD 27      -  28 42 21.20798(N)    100 28 57.53539(W) AD(       ) 3
 AP0198
 AP0198.Superseded values are not recommended for survey control.
 AP0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0198.See file dsdata.txt to determine how the superseded data were derived.
 AP0198
 AP0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5514076331(NAD 83)
 AP0198_MARKER: 21 = AIRPORT BEACON
 AP0198
 AP0198  HISTORY     - Date     Condition        Report By
 AP0198  HISTORY     - 1972     FIRST OBSERVED   NGS
 AP0198
 AP0198                          STATION DESCRIPTION
 AP0198
 AP0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0198'THE STATION, AIRPORT BEACON EAGLE PASS MUNICIPAL AIRPORT, IS THE
 AP0198'CENTER OF THE ROTATING BEACON MOUNTED ON TOP OF THE SOUTH END OF THE
 AP0198'ROOF OF A METAL HANGAR BUILDING.  IT IS ABOUT 25 FEET ABOVE THE
 AP0198'GROUND.
 AP0198'
 AP0198'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND FARM
 AP0198'ROAD 375 IN THE EAST PART OF EAGLE PASS, GO SOUTH ON ROAD 375 FOR
 AP0198'0.15 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1201 ***********************************************************************
 AJ1201  DESIGNATION -  AIRPORT BCN J WELLS MUN APT
 AJ1201  PID         -  AJ1201
 AJ1201  STATE/COUNTY-  TX/JIM WELLS
 AJ1201  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1201
 AJ1201                         *CURRENT SURVEY CONTROL
 AJ1201  ___________________________________________________________________
 AJ1201* NAD 83(1993)-  27 44 22.65275(N)    098 01 55.09653(W)     ADJUSTED  
 AJ1201* NAVD 88     -                                                        
 AJ1201  ___________________________________________________________________
 AJ1201  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AJ1201  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AJ1201
 AJ1201  HORZ ORDER  -  THIRD
 AJ1201
 AJ1201.This mark is at Alice Intl (ALI) Airport (ALI)
 AJ1201
 AJ1201.The horizontal coordinates were established by classical geodetic methods
 AJ1201.and adjusted by the National Geodetic Survey in February 1996..
 AJ1201
 AJ1201
 AJ1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1201
 AJ1201.The geoid height was determined by GEOID03.
 AJ1201
 AJ1201;                    North         East     Units Scale Factor Converg.
 AJ1201;SPC TX S     - 5,229,758.588   346,145.223   MT  0.99997762   +0 12 45.0
 AJ1201;SPC TX S     -17,157,966.30  1,135,644.79   sFT  0.99997762   +0 12 45.0
 AJ1201;UTM  14      - 3,068,735.100   595,409.415   MT  0.99971236   +0 27 02.2
 AJ1201
 AJ1201                          SUPERSEDED SURVEY CONTROL
 AJ1201
 AJ1201  NAD 83(1986)-  27 44 22.65972(N)    098 01 55.07471(W) AD(       ) 4
 AJ1201  NAD 27      -  27 44 21.56200(N)    098 01 54.06800(W) AD(       ) 3
 AJ1201
 AJ1201.Superseded values are not recommended for survey control.
 AJ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1201.See file dsdata.txt to determine how the superseded data were derived.
 AJ1201
 AJ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9540968735(NAD 83)
 AJ1201_MARKER: 21 = AIRPORT BEACON
 AJ1201
 AJ1201  HISTORY     - Date     Condition        Report By
 AJ1201  HISTORY     - 1949     FIRST OBSERVED   CGS
 AJ1201  HISTORY     - 1961     GOOD             CGS
 AJ1201  HISTORY     - 1990     GOOD             USPSQD
 AJ1201
 AJ1201                          STATION DESCRIPTION
 AJ1201
 AJ1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AJ1201'LOCATED ABOUT 2.5 MILES SOUTHEAST OF ALICE AND 0.1 MILE WEST
 AJ1201'OF THE CONTROL TOWER.  IT IS A 4-LEGGED STEEL STRUCTURE ABOUT
 AJ1201'50 FEET HIGH AND IS PAINTED ALTERNATELY RED AND WHITE.
 AJ1201'
 AJ1201'IT SHOWS A GREEN AND WHITE BEACON AND THE POINT OBSERVED UPON
 AJ1201'WAS THE BEACON LIGHT.
 AJ1201
 AJ1201                          STATION RECOVERY (1961)
 AJ1201
 AJ1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1201'THE STATION IS LOCATED ON THE CITY-COUNTY AIRPORT, 3-1/2 MILES
 AJ1201'EAST OF ALICE AND ABOUT 100 YARDS WEST OF THE HUB AREO SERVICE
 AJ1201'HANGER.
 AJ1201'
 AJ1201'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CITY,
 AJ1201'DISTANCE BEING 86.51 FEET (26.368 METERS) SOUTHWEST OF STATION
 AJ1201'CITY.  THE AIRPORT BEACON IS A 4-LEGGED STEEL STRUCTURE
 AJ1201'SUPPORTING A REVOLVING LIGHT WHICH FLASHED GREEN AND WHITE.
 AJ1201'THE STRUCTURE IS ABOUT 50 FEET IN HEIGHT OVERALL.
 AJ1201'
 AJ1201'NOTE--THIS AIRPORT BEACON WAS LISTED AS ALICE, MUNICIPAL
 AJ1201'AIRPORT, BEACON, 1949.
 AJ1201
 AJ1201                          STATION RECOVERY (1990)
 AJ1201
 AJ1201'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1293 ***********************************************************************
 CR1293  DESIGNATION -  AIRPORT BCN POUNDS FIELD TYLER
 CR1293  PID         -  CR1293
 CR1293  STATE/COUNTY-  TX/SMITH
 CR1293  USGS QUAD   -  CHANDLER (1973)
 CR1293
 CR1293                         *CURRENT SURVEY CONTROL
 CR1293  ___________________________________________________________________
 CR1293* NAD 83(1993)-  32 21 32.01622(N)    095 23 56.54335(W)     ADJUSTED  
 CR1293* NAVD 88     -                                                        
 CR1293  ___________________________________________________________________
 CR1293  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CR1293  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR1293
 CR1293  HORZ ORDER  -  THIRD
 CR1293
 CR1293.This mark is at Tyler Pounds Fld (TYR) Airport (TYR)
 CR1293
 CR1293.The horizontal coordinates were established by classical geodetic methods
 CR1293.and adjusted by the National Geodetic Survey in February 1996..
 CR1293
 CR1293
 CR1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1293
 CR1293.The geoid height was determined by GEOID03.
 CR1293
 CR1293;                    North         East     Units Scale Factor Converg.
 CR1293;SPC TXNC     - 2,081,069.330   891,813.964   MT  0.99994517   +1 41 28.5
 CR1293;SPC TXNC     - 6,827,641.63  2,925,892.98   sFT  0.99994517   +1 41 28.5
 CR1293;UTM  15      - 3,582,747.843   274,256.589   MT  1.00022846   -1 17 04.4
 CR1293
 CR1293                          SUPERSEDED SURVEY CONTROL
 CR1293
 CR1293  NAD 83(1986)-  32 21 32.02422(N)    095 23 56.52921(W) AD(       ) 4
 CR1293  NAD 27      -  32 21 31.49800(N)    095 23 55.68600(W) AD(       ) 3
 CR1293
 CR1293.Superseded values are not recommended for survey control.
 CR1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1293.See file dsdata.txt to determine how the superseded data were derived.
 CR1293
 CR1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7425782748(NAD 83)
 CR1293_MARKER: 21 = AIRPORT BEACON
 CR1293
 CR1293  HISTORY     - Date     Condition        Report By
 CR1293  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1293  HISTORY     - 1966     GOOD             CGS
 CR1293  HISTORY     - 1975     GOOD             NGS
 CR1293  HISTORY     - 1980     GOOD             NGS
 CR1293  HISTORY     - 1982     GOOD             NGS
 CR1293  HISTORY     - 19900515 GOOD             NGS
 CR1293  HISTORY     - 19960420 GOOD             USPSQD
 CR1293
 CR1293                          STATION DESCRIPTION
 CR1293
 CR1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1293'STATION IS LOCATED ABOUT 3 MILES WEST OF TYLER AT THE POUNDS
 CR1293'FIELD AIRPORT.  THE BEACON IS SITUATED ON TOP OF THE CONTROL
 CR1293'TOWER.  IT HAS AND OVERALL HEIGHT OF 63 FEET.
 CR1293'
 CR1293'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE BEACON.
 CR1293
 CR1293                          STATION RECOVERY (1966)
 CR1293
 CR1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CR1293'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 CR1293'
 CR1293'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 CR1293'WEST OF TYLER
 CR1293
 CR1293                          STATION RECOVERY (1975)
 CR1293
 CR1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 CR1293'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CR1293'
 CR1293'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT POUNDS FIELD
 CR1293
 CR1293                          STATION RECOVERY (1980)
 CR1293
 CR1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 CR1293'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CR1293'
 CR1293'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF
 CR1293'TYLER.
 CR1293
 CR1293                          STATION RECOVERY (1982)
 CR1293
 CR1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (EEE)
 CR1293'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CR1293'
 CR1293'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 CR1293'TYLER.
 CR1293
 CR1293                          STATION RECOVERY (1990)
 CR1293
 CR1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 CR1293'THIS INTERSECTION STATION IS LOCATED IN THE NORTH CENTRAL SECTION OF
 CR1293'POUNDS FIELD, ON THE TOP AND CENTER OF THE AIR TRAFFIC CONTROL TOWER.
 CR1293'A 36 INCH ROTATING BEACON, FLASHING GREEN AND CLEAR, ABOUT 10 FT (3.0
 CR1293'M) ABOVE THE CAB ROD.  THE POINT INTERSECTED WAS THE FLASHING LIGHT.
 CR1293'NOTE, THIS IS A GEODESY STATION, 1024.
 CR1293
 CR1293                          STATION RECOVERY (1996)
 CR1293
 CR1293'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0784 ***********************************************************************
 DO0784  DESIGNATION -  AIRPORT BCN SHEPPARD AFB
 DO0784  PID         -  DO0784
 DO0784  STATE/COUNTY-  TX/WICHITA
 DO0784  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0784
 DO0784                         *CURRENT SURVEY CONTROL
 DO0784  ___________________________________________________________________
 DO0784* NAD 83(1993)-  33 57 58.02537(N)    098 30 25.87899(W)     ADJUSTED  
 DO0784* NAVD 88     -                                                        
 DO0784  ___________________________________________________________________
 DO0784  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 DO0784  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DO0784
 DO0784  HORZ ORDER  -  THIRD
 DO0784
 DO0784.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0784
 DO0784.The horizontal coordinates were established by classical geodetic methods
 DO0784.and adjusted by the National Geodetic Survey in February 1996..
 DO0784
 DO0784
 DO0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0784
 DO0784.The geoid height was determined by GEOID03.
 DO0784
 DO0784;                    North         East     Units Scale Factor Converg.
 DO0784;SPC TXNC     - 2,254,998.726   599,335.618   MT  0.99999985   -0 00 14.1
 DO0784;SPC TXNC     - 7,398,274.99  1,966,320.27   sFT  0.99999985   -0 00 14.1
 DO0784;UTM  14      - 3,758,508.631   545,528.337   MT  0.99962555   +0 16 31.2
 DO0784
 DO0784                          SUPERSEDED SURVEY CONTROL
 DO0784
 DO0784  NAD 83(1993)-  33 57 58.02546(N)    098 30 25.87875(W) AD(       ) 4
 DO0784  NAD 83(1986)-  33 57 58.02854(N)    098 30 25.86614(W) AD(       ) 4
 DO0784  NAD 27      -  33 57 57.68458(N)    098 30 24.67180(W) AD(       ) 3
 DO0784
 DO0784.Superseded values are not recommended for survey control.
 DO0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0784.See file dsdata.txt to determine how the superseded data were derived.
 DO0784
 DO0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4552858509(NAD 83)
 DO0784_MARKER: 21 = AIRPORT BEACON
 DO0784
 DO0784  HISTORY     - Date     Condition        Report By
 DO0784  HISTORY     - 1965     FIRST OBSERVED   CGS
 DO0784  HISTORY     - 1968     GOOD             CGS
 DO0784  HISTORY     - 1979     GOOD             NGS
 DO0784  HISTORY     - 1982     GOOD             NGS
 DO0784  HISTORY     - 19880215 GOOD             NGS
 DO0784  HISTORY     - 20010525 GOOD             USPSQD
 DO0784
 DO0784                          STATION DESCRIPTION
 DO0784
 DO0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0784'THE STATION IS A REVOLVING LIGHT, MOUNTED ON THE ROOF OF A DOUBLE
 DO0784'ELLIPSOIDAL ELEVATED TANK, SUPPORTED BY SIX LEGS, PAINTED RED
 DO0784'AND WHITE CHECKED AND HAS AN OVERALL HEIGHT OF 230 FEET.  IT IS
 DO0784'LOCATED NEAR THE SOUTH END OF THE BASE.
 DO0784
 DO0784                          STATION RECOVERY (1968)
 DO0784
 DO0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 DO0784'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 DO0784'CONDITION.
 DO0784'
 DO0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHWEST
 DO0784'OF WICHITA FALLS.
 DO0784
 DO0784                          STATION RECOVERY (1979)
 DO0784
 DO0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 DO0784'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DO0784'
 DO0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DO0784'NORTHEASTERN PART OF WICHITA FALLS.
 DO0784
 DO0784                          STATION RECOVERY (1982)
 DO0784
 DO0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (GFS)
 DO0784'STATION RECOVERED AS DESCRIBED.  TANK NOW HAS AN ANTENNA ATOP IN
 DO0784'ADDITION TO THE AIRPORT BEACON.
 DO0784'
 DO0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 DO0784'DOWNTOWN WICHITA FALLS.
 DO0784
 DO0784                          STATION RECOVERY (1988)
 DO0784
 DO0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (SWA)
 DO0784'THE STATION IS LOCATED ABOUT 1,600 FT E OF THE MAIN ENTRANCE TO THE
 DO0784'BASE AND ABOUT 3,500 FT NW OF RUNWAY END 35.  A STANDARD GREEN-WHITE
 DO0784'ROTATING BEACON MOUNTED ATOP A LARGE MULTI-LEGGED RED AND WHITE STEEL
 DO0784'WATER TANK.  THE SIDES OF THE TANK ARE VERTICAL AND THE TOP AND BOTTOM
 DO0784'ARE HEMISPHERICAL.
 DO0784
 DO0784                          STATION RECOVERY (2001)
 DO0784
 DO0784'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2370 ***********************************************************************
 AN2370  DESIGNATION -  AIRPORT BCN VICTORIA CO APT
 AN2370  PID         -  AN2370
 AN2370  STATE/COUNTY-  TX/VICTORIA
 AN2370  USGS QUAD   -  VICTORIA EAST (1995)
 AN2370
 AN2370                         *CURRENT SURVEY CONTROL
 AN2370  ___________________________________________________________________
 AN2370* NAD 83(1993)-  28 50 46.22568(N)    096 55 17.78507(W)     ADJUSTED  
 AN2370* NAVD 88     -                                                        
 AN2370  ___________________________________________________________________
 AN2370  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AN2370  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN2370
 AN2370  HORZ ORDER  -  THIRD
 AN2370
 AN2370.This mark is at Victoria Reg (VCT) Airport (VCT)
 AN2370
 AN2370.The horizontal coordinates were established by classical geodetic methods
 AN2370.and adjusted by the National Geodetic Survey in February 1996..
 AN2370.No horizontal observational check was made to the station.
 AN2370
 AN2370
 AN2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2370
 AN2370.The geoid height was determined by GEOID03.
 AN2370
 AN2370;                    North         East     Units Scale Factor Converg.
 AN2370;SPC TXSC     - 4,114,052.825   802,784.372   MT  0.99989937   +1 01 05.6
 AN2370;SPC TXSC     -13,497,521.64  2,633,801.73   sFT  0.99989937   +1 01 05.6
 AN2370;UTM  14      - 3,192,717.934   702,758.269   MT  1.00010735   +1 00 11.1
 AN2370
 AN2370                          SUPERSEDED SURVEY CONTROL
 AN2370
 AN2370  NAD 83(1986)-  28 50 46.23613(N)    096 55 17.76993(W) AD(       ) 4
 AN2370  NAD 27      -  28 50 45.28009(N)    096 55 16.82404(W) AD(       ) 3
 AN2370
 AN2370.Superseded values are not recommended for survey control.
 AN2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2370.See file dsdata.txt to determine how the superseded data were derived.
 AN2370
 AN2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0275892718(NAD 83)
 AN2370_MARKER: 21 = AIRPORT BEACON
 AN2370
 AN2370  HISTORY     - Date     Condition        Report By
 AN2370  HISTORY     - 1964     FIRST OBSERVED   CGS
 AN2370  HISTORY     - 19930615 GOOD             NGS
 AN2370
 AN2370                          STATION DESCRIPTION
 AN2370
 AN2370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AN2370'IN THE SW PART OF THE AIRPORT, 169 FT (51.5 M) SW OF THE SW EDGE OF
 AN2370'THE CONCRETE APRON, AND 102 FT (31.1 M) NW OF THE NW EDGE OF BUILDING
 AN2370'S-540 (FIRE HOUSE AND MAINTENANCE BUILDING) .  A STANDARD FAA TYPE
 AN2370'DOUBLE END BEACON LIGHT SHOWING GREEN AND CLEAR, MOUNTED ON A STANDARD
 AN2370'TYPE, FOUR LEGGED STEEL BEACON TOWER.  TOWER IS PAINTED RED AND WHITE
 AN2370'AND IS APPROXIMATELY 54 FT (16.5 M) HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0945 ***********************************************************************
 EM0945  DESIGNATION -  AIRPORT BCN WILBARGER CO APT
 EM0945  PID         -  EM0945
 EM0945  STATE/COUNTY-  TX/WILBARGER
 EM0945  USGS QUAD   -  VERNON (1983)
 EM0945
 EM0945                         *CURRENT SURVEY CONTROL
 EM0945  ___________________________________________________________________
 EM0945* NAD 83(1993)-  34 13 32.70667(N)    099 16 44.36837(W)     ADJUSTED  
 EM0945* NAVD 88     -                                                        
 EM0945  ___________________________________________________________________
 EM0945  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 EM0945  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EM0945
 EM0945  HORZ ORDER  -  THIRD
 EM0945
 EM0945.This mark is at Wilbarger Co (F05) Airport (F05)
 EM0945
 EM0945.The horizontal coordinates were established by classical geodetic methods
 EM0945.and adjusted by the National Geodetic Survey in February 1996..
 EM0945
 EM0945
 EM0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0945
 EM0945.The geoid height was determined by GEOID03.
 EM0945
 EM0945;                    North         East     Units Scale Factor Converg.
 EM0945;SPC TXNC     - 2,284,065.616   528,218.734   MT  1.00008257   -0 25 29.5
 EM0945;SPC TXNC     - 7,493,638.61  1,732,997.63   sFT  1.00008257   -0 25 29.5
 EM0945;UTM  14      - 3,787,222.544   474,304.085   MT  0.99960814   -0 09 24.9
 EM0945
 EM0945                          SUPERSEDED SURVEY CONTROL
 EM0945
 EM0945  NAD 83(1993)-  34 13 32.70680(N)    099 16 44.36840(W) AD(       ) 4
 EM0945  NAD 83(1986)-  34 13 32.71309(N)    099 16 44.35818(W) AD(       ) 4
 EM0945  NAD 27      -  34 13 32.41029(N)    099 16 43.06621(W) AD(       ) 3
 EM0945
 EM0945.Superseded values are not recommended for survey control.
 EM0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0945.See file dsdata.txt to determine how the superseded data were derived.
 EM0945
 EM0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7430487223(NAD 83)
 EM0945_MARKER: 21 = AIRPORT BEACON
 EM0945
 EM0945  HISTORY     - Date     Condition        Report By
 EM0945  HISTORY     - 1965     FIRST OBSERVED   CGS
 EM0945  HISTORY     - 1967     GOOD             CGS
 EM0945  HISTORY     - 1969     GOOD             CGS
 EM0945
 EM0945                          STATION DESCRIPTION
 EM0945
 EM0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0945'THE STATION IS THE CENTER OF THE AIRPORT BEACON, LOCATED ON THE
 EM0945'TOP OF A 50 HIGH, 4-LEGGED STEEL TOWER, AT THE WILBARGER COUNTY
 EM0945'AIRPORT 5 MILES NORTH OF VERNON.  THE BEACON FLASHES ALTERNATELY
 EM0945'GREEN AND WHITE.
 EM0945'
 EM0945'NOTE--THE STATION WAS NOT VISITED.  THE INFORMATION WAS GATHERED
 EM0945'FROM A TELEPHONE CONVERSATION.
 EM0945
 EM0945                          STATION RECOVERY (1967)
 EM0945
 EM0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0945'THE STATION WAS RECOVERED.
 EM0945
 EM0945                          STATION RECOVERY (1969)
 EM0945
 EM0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0945'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED BY A. N. POTTER
 EM0945'IN 1965.  ADDITIONAL INFORMATION FOLLOWS--
 EM0945'
 EM0945'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 287 AND
 EM0945'U. S. HIGHWAY 283 IN VERNON, GO NORTH ON U. S. HIGHWAY 283 FOR 5
 EM0945'MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0694 ***********************************************************************
 AO0694  DESIGNATION -  AIRPORT BEACON COTULLA MUN APT
 AO0694  PID         -  AO0694
 AO0694  STATE/COUNTY-  TX/LA SALLE
 AO0694  USGS QUAD   -  COTULLA (1974)
 AO0694
 AO0694                         *CURRENT SURVEY CONTROL
 AO0694  ___________________________________________________________________
 AO0694* NAD 83(1993)-  28 27 12.10669(N)    099 13 05.83490(W)     ADJUSTED  
 AO0694* NAVD 88     -                                                        
 AO0694  ___________________________________________________________________
 AO0694  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AO0694  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AO0694
 AO0694  HORZ ORDER  -  THIRD
 AO0694
 AO0694.This mark is at Cotulla-La Salle Co (COT) Airport (COT)
 AO0694
 AO0694.The horizontal coordinates were established by classical geodetic methods
 AO0694.and adjusted by the National Geodetic Survey in February 1996..
 AO0694
 AO0694
 AO0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0694
 AO0694.The geoid height was determined by GEOID03.
 AO0694
 AO0694;                    North         East     Units Scale Factor Converg.
 AO0694;SPC TXSC     - 4,068,738.393   578,619.796   MT  0.99998064   -0 06 25.0
 AO0694;SPC TXSC     -13,348,852.54  1,898,355.11   sFT  0.99998064   -0 06 25.0
 AO0694;UTM  14      - 3,147,444.769   478,627.893   MT  0.99960564   -0 06 14.4
 AO0694
 AO0694                          SUPERSEDED SURVEY CONTROL
 AO0694
 AO0694  NAD 83(1986)-  28 27 12.10395(N)    099 13 05.81345(W) AD(       ) 4
 AO0694  NAD 27      -  28 27 11.14644(N)    099 13 04.70630(W) AD(       ) 3
 AO0694
 AO0694.Superseded values are not recommended for survey control.
 AO0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0694.See file dsdata.txt to determine how the superseded data were derived.
 AO0694
 AO0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7862847445(NAD 83)
 AO0694_MARKER: 21 = AIRPORT BEACON
 AO0694
 AO0694  HISTORY     - Date     Condition        Report By
 AO0694  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0694  HISTORY     - 19970816 GOOD             USPSQD
 AO0694
 AO0694                          STATION DESCRIPTION
 AO0694
 AO0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0694'THE STATION, AIRPORT BEACON COTULLA MUNICIPAL AIRPORT, IS THE CENTER
 AO0694'OF THE BASE OF A 4 LEGGED STEEL TOWER, PAINTED ALTERNATELY RED AND
 AO0694'WHITE AND HAS A ROTATING BEACON ATOP.  THE STRUCTURE HAS AN OVERALL
 AO0694'HEIGHT OF ABOUT 50 FEET AND IS LOCATED ON PROPERTY OWNED BY THE
 AO0694'CITY OF COTULLA.
 AO0694'
 AO0694'THE STATION IS ABOUT 2 MILES NORTHEAST OF COTULLA.
 AO0694'
 AO0694'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0694'1.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON GRADED
 AO0694'ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 AO0694'
 AO0694'A DISTANCE WAS MEASURED FROM TRIANGULATION STATION TULLA, THE
 AO0694'DISTANCE BEING 57.59 FEET OR 17.553 METERS SOUTH OF STATION TULLA.
 AO0694
 AO0694                          STATION RECOVERY (1997)
 AO0694
 AO0694'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1350 ***********************************************************************
 DN1350  DESIGNATION -  AIRPORT BEACON DECATUR MUN APT
 DN1350  PID         -  DN1350
 DN1350  STATE/COUNTY-  TX/WISE
 DN1350  USGS QUAD   -  PECAN CREEK (1978)
 DN1350
 DN1350                         *CURRENT SURVEY CONTROL
 DN1350  ___________________________________________________________________
 DN1350* NAD 83(1993)-  33 15 12.70723(N)    097 34 59.41255(W)     ADJUSTED  
 DN1350* NAVD 88     -                                                        
 DN1350  ___________________________________________________________________
 DN1350  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 DN1350  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DN1350
 DN1350  HORZ ORDER  -  THIRD
 DN1350
 DN1350.This mark is at Decatur Muni (8F7) Airport (8F7)
 DN1350
 DN1350.The horizontal coordinates were established by classical geodetic methods
 DN1350.and adjusted by the National Geodetic Survey in February 1996..
 DN1350
 DN1350
 DN1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1350
 DN1350.The geoid height was determined by GEOID03.
 DN1350
 DN1350;                    North         East     Units Scale Factor Converg.
 DN1350;SPC TXNC     - 2,176,340.278   685,423.370   MT  0.99987881   +0 30 00.1
 DN1350;SPC TXNC     - 7,140,209.73  2,248,759.84   sFT  0.99987881   +0 30 00.1
 DN1350;UTM  14      - 3,680,288.764   631,979.914   MT  0.99981476   +0 46 37.3
 DN1350
 DN1350                          SUPERSEDED SURVEY CONTROL
 DN1350
 DN1350  NAD 83(1993)-  33 15 12.70872(N)    097 34 59.40417(W) AD(       ) 4
 DN1350  NAD 83(1986)-  33 15 12.71128(N)    097 34 59.39841(W) AD(       ) 4
 DN1350  NAD 27      -  33 15 12.29300(N)    097 34 58.30300(W) AD(       ) 3
 DN1350
 DN1350.Superseded values are not recommended for survey control.
 DN1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1350.See file dsdata.txt to determine how the superseded data were derived.
 DN1350
 DN1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3198080289(NAD 83)
 DN1350_MARKER: 21 = AIRPORT BEACON
 DN1350
 DN1350  HISTORY     - Date     Condition        Report By
 DN1350  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1350  HISTORY     - 1960     GOOD             CGS
 DN1350
 DN1350                          STATION DESCRIPTION
 DN1350
 DN1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1350'THE STATION IS LOCATED 1.25 MILES NORTH OF THE WISE COUNTY
 DN1350'COURTHOUSE SQUARE IN DECATUR AT THE DECATUR MUNICIPAL AIRPORT.
 DN1350'IT IS JUST NORTH OF THE NORTHWEST CORNER OF THE HANGAR.
 DN1350'
 DN1350'IT IS A GREEN AND WHITE CONTINUOUS SWEEP BEACON SUPPORTED
 DN1350'BY A FOUR LEGGED STEEL TOWER, IS PAINTED ALTERNATLEY RED AND
 DN1350'WHITE AND HAS AN OVER-ALL HEIGHT OF 53 FEET.
 DN1350'
 DN1350'THE POINT OBSERVED UPON WAS THE CENTER OF THE BEACON.
 DN1350'
 DN1350'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE WISE
 DN1350'COUNTY COURTHOUSE SQUARE IN DECATUR, GO NORTH ON AN OILED ROAD
 DN1350'FOR 1.25 MILES TO THE MUNICIPAL AIRPORT AND THE STATION
 DN1350'AS DESCRIBED.
 DN1350
 DN1350                          STATION RECOVERY (1960)
 DN1350
 DN1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1350'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1350'
 DN1350'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1983 ***********************************************************************
 AY1983  DESIGNATION -  AIRPORT BEACON L SCHREINER APT
 AY1983  PID         -  AY1983
 AY1983  STATE/COUNTY-  TX/KERR
 AY1983  USGS QUAD   -  CENTER POINT (1982)
 AY1983
 AY1983                         *CURRENT SURVEY CONTROL
 AY1983  ___________________________________________________________________
 AY1983* NAD 83(1993)-  29 59 12.45952(N)    099 04 31.58313(W)     ADJUSTED  
 AY1983* NAVD 88     -                                                        
 AY1983  ___________________________________________________________________
 AY1983  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AY1983  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 AY1983
 AY1983  HORZ ORDER  -  THIRD
 AY1983
 AY1983.The horizontal coordinates were established by classical geodetic methods
 AY1983.and adjusted by the National Geodetic Survey in February 1996..
 AY1983
 AY1983
 AY1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1983
 AY1983.The geoid height was determined by GEOID03.
 AY1983
 AY1983;                    North         East     Units Scale Factor Converg.
 AY1983;SPC TXSC     - 4,238,667.594   592,720.661   MT  0.99992779   -0 02 13.1
 AY1983;SPC TXSC     -13,906,361.93  1,944,617.70   sFT  0.99992779   -0 02 13.1
 AY1983;SPC TX C     - 3,036,175.558   821,387.467   MT  1.00003720   +0 38 52.4
 AY1983;SPC TX C     - 9,961,185.98  2,694,835.38   sFT  1.00003720   +0 38 52.4
 AY1983;UTM  14      - 3,317,324.451   492,723.046   MT  0.99960065   -0 02 15.7
 AY1983
 AY1983                          SUPERSEDED SURVEY CONTROL
 AY1983
 AY1983  NAD 83(1986)-  29 59 12.46538(N)    099 04 31.56895(W) AD(       ) 4
 AY1983  NAD 27      -  29 59 11.69000(N)    099 04 30.42700(W) AD(       ) 3
 AY1983
 AY1983.Superseded values are not recommended for survey control.
 AY1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1983.See file dsdata.txt to determine how the superseded data were derived.
 AY1983
 AY1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9272317324(NAD 83)
 AY1983_MARKER: 21 = AIRPORT BEACON
 AY1983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1983+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1983
 AY1983  HISTORY     - Date     Condition        Report By
 AY1983  HISTORY     - 1956     FIRST OBSERVED   CGS
 AY1983  HISTORY     - 20050521 GOOD             USPSQD
 AY1983
 AY1983                          STATION DESCRIPTION
 AY1983
 AY1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1983'THE STATION IS THE CENTER OF THE ROTATING GREEN AND WHITE
 AY1983'LIGHT WHICH IS LOCATED ON THE SUMMIT OF A LOW, WOODED, HILL
 AY1983'WHICH LIES ABOUT 6 MILES EAST OF KERRVILLE, AND 1 MILE NORTH
 AY1983'OF THE LOUIS SCHREINER AIRPORT.
 AY1983'
 AY1983'IT IS ABOUT 50 FEET IN HEIGHT.
 AY1983
 AY1983                          STATION RECOVERY (2005)
 AY1983
 AY1983'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1349 ***********************************************************************
 DM1349  DESIGNATION -  AIRPORT BEACON PARIS MUN APT
 DM1349  PID         -  DM1349
 DM1349  STATE/COUNTY-  TX/LAMAR
 DM1349  USGS QUAD   -  BLOSSOM (1964)
 DM1349
 DM1349                         *CURRENT SURVEY CONTROL
 DM1349  ___________________________________________________________________
 DM1349* NAD 83(1993)-  33 38 13.88507(N)    095 27 26.19294(W)     ADJUSTED  
 DM1349* NAVD 88     -                                                        
 DM1349  ___________________________________________________________________
 DM1349  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DM1349  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM1349
 DM1349  HORZ ORDER  -  THIRD
 DM1349
 DM1349.This mark is at Cox Fld (PRX) Airport (PRX)
 DM1349
 DM1349.The horizontal coordinates were established by classical geodetic methods
 DM1349.and adjusted by the National Geodetic Survey in February 1996..
 DM1349
 DM1349
 DM1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1349
 DM1349.The geoid height was determined by GEOID03.
 DM1349
 DM1349;                    North         East     Units Scale Factor Converg.
 DM1349;SPC TXNC     - 2,222,603.362   882,230.142   MT  0.99992472   +1 39 34.1
 DM1349;SPC TXNC     - 7,291,991.20  2,894,450.06   sFT  0.99992472   +1 39 34.1
 DM1349;UTM  15      - 3,724,637.766   272,088.507   MT  1.00024042   -1 21 42.3
 DM1349
 DM1349                          SUPERSEDED SURVEY CONTROL
 DM1349
 DM1349  NAD 83(1993)-  33 38 13.88601(N)    095 27 26.19190(W) AD(       ) 4
 DM1349  NAD 83(1986)-  33 38 13.89192(N)    095 27 26.18160(W) AD(       ) 4
 DM1349  NAD 27      -  33 38 13.51090(N)    095 27 25.34530(W) AD(       ) 3
 DM1349
 DM1349.Superseded values are not recommended for survey control.
 DM1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1349.See file dsdata.txt to determine how the superseded data were derived.
 DM1349
 DM1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7208924638(NAD 83)
 DM1349_MARKER: 21 = AIRPORT BEACON
 DM1349
 DM1349  HISTORY     - Date     Condition        Report By
 DM1349  HISTORY     - 1965     FIRST OBSERVED   CGS
 DM1349  HISTORY     - 1978     GOOD             NGS
 DM1349  HISTORY     - 1981     GOOD             NGS
 DM1349  HISTORY     - 19840315 GOOD             NGS
 DM1349  HISTORY     - 19950608 GOOD             USPSQD
 DM1349
 DM1349                          STATION DESCRIPTION
 DM1349
 DM1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JVT)
 DM1349'LOCATED AT COX FIELD, 181.3 FEET NORTH OF THE NW CORNER
 DM1349'OF TERMINAL BUILDING, 47.5 FEET NW OF AN ISLAND IN PARKING
 DM1349'LOT, 39.0 FEET NORTH OF NW CORNER OF PARKING LOT, AND 7.7
 DM1349'FEET SOUTH OF A FENCE LINE.
 DM1349
 DM1349                          STATION RECOVERY (1978)
 DM1349
 DM1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 DM1349'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DM1349'
 DM1349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PARIS MUNI.
 DM1349'AIRPORT (NOW COX FIELD).
 DM1349
 DM1349                          STATION RECOVERY (1981)
 DM1349
 DM1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JVD)
 DM1349'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 DM1349'ORIGINALLY DESCRIBED.
 DM1349'
 DM1349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.8 MILES SOUTH
 DM1349'OF RENO AT COX FIELD.
 DM1349
 DM1349                          STATION RECOVERY (1984)
 DM1349
 DM1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (APF)
 DM1349'THE STATION IS LOCATED AT COX FIELD, 181.3 FT (55.3 M) NORTH OF THE
 DM1349'NORTHWEST CORNER OF TERMINAL BUILDING, 47.5 FT (14.5 M) NORTHWEST OF
 DM1349'AN ISLAND IN THE PARKING LOT, 39.0 FT (11.9 M) NORTH OF THE NW CORNER
 DM1349'OF THE PARKING LOT, AND 7.7 FT (2.3 M) SOUTH OF A FENCE LINE.
 DM1349
 DM1349                          STATION RECOVERY (1995)
 DM1349
 DM1349'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1244 ***********************************************************************
 DN1244  DESIGNATION -  AIRPORT BEACON PERRIN AFB
 DN1244  PID         -  DN1244
 DN1244  STATE/COUNTY-  TX/GRAYSON
 DN1244  USGS QUAD   -  SHERMAN NW (1974)
 DN1244
 DN1244                         *CURRENT SURVEY CONTROL
 DN1244  ___________________________________________________________________
 DN1244* NAD 83(1993)-  33 42 34.14191(N)    096 39 51.03990(W)     ADJUSTED  
 DN1244* NAVD 88     -                                                        
 DN1244  ___________________________________________________________________
 DN1244  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 DN1244  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DN1244
 DN1244  HORZ ORDER  -  THIRD
 DN1244
 DN1244.This mark is at Grayson Co (F39) Airport (F39)
 DN1244
 DN1244.The horizontal coordinates were established by classical geodetic methods
 DN1244.and adjusted by the National Geodetic Survey in February 1996..
 DN1244
 DN1244
 DN1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1244
 DN1244.The geoid height was determined by GEOID03.
 DN1244
 DN1244;                    North         East     Units Scale Factor Converg.
 DN1244;SPC TXNC     - 2,228,020.692   770,158.091   MT  0.99993839   +1 00 04.5
 DN1244;SPC TXNC     - 7,309,764.55  2,526,760.34   sFT  0.99993839   +1 00 04.5
 DN1244;UTM  14      - 3,732,394.481   716,462.885   MT  1.00017768   +1 17 48.6
 DN1244
 DN1244                          SUPERSEDED SURVEY CONTROL
 DN1244
 DN1244  NAD 83(1993)-  33 42 34.14305(N)    096 39 51.03867(W) AD(       ) 4
 DN1244  NAD 83(1986)-  33 42 34.14797(N)    096 39 51.03103(W) AD(       ) 4
 DN1244  NAD 27      -  33 42 33.76800(N)    096 39 50.04900(W) AD(       ) 3
 DN1244
 DN1244.Superseded values are not recommended for survey control.
 DN1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1244.See file dsdata.txt to determine how the superseded data were derived.
 DN1244
 DN1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1646332394(NAD 83)
 DN1244_MARKER: 21 = AIRPORT BEACON
 DN1244
 DN1244  HISTORY     - Date     Condition        Report By
 DN1244  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1244  HISTORY     - 1956     GOOD             CGS
 DN1244  HISTORY     - 1963     GOOD             CGS
 DN1244
 DN1244                          STATION DESCRIPTION
 DN1244
 DN1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1244'THE STATION IS LOCATED AT PERRIN FIELD OF THE U.S. AIR FORCE,
 DN1244'ABOUT 1/4 MILE SOUTHEAST OF THE HANGER AND 1/2 MILE WEST OF
 DN1244'THE EAST GATE.
 DN1244'
 DN1244'THE BEACON IS MOUNTED ON TOP OF STEEL WATER TANK THAT IS
 DN1244'SUPPORTED BY A SIX LEGGED STEEL STRUCTURE AND IS ABOUT 140
 DN1244'FEET HIGH.  THE TANK IS PAINTED ORANGE AND WHITE.  THE BEACON
 DN1244'WAS INTERSECTED.
 DN1244
 DN1244                          STATION RECOVERY (1956)
 DN1244
 DN1244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (AMS)
 DN1244'STATION RECOVERED AS DESCRIBED.
 DN1244'
 DN1244'THE STATION IS THE CENTER OF A BEACON LIGHT MOUNTED ON THE TOP OF
 DN1244'A STEEL WATER TANK.
 DN1244
 DN1244                          STATION RECOVERY (1963)
 DN1244
 DN1244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 DN1244'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1223 ***********************************************************************
 DN1223  DESIGNATION -  AIRPORT BEACON SHERMAN MUN APT
 DN1223  PID         -  DN1223
 DN1223  STATE/COUNTY-  TX/GRAYSON
 DN1223  USGS QUAD   -  SHERMAN (1974)
 DN1223
 DN1223                         *CURRENT SURVEY CONTROL
 DN1223  ___________________________________________________________________
 DN1223* NAD 83(1993)-  33 37 40.45422(N)    096 35 07.72380(W)     ADJUSTED  
 DN1223* NAVD 88     -                                                        
 DN1223  ___________________________________________________________________
 DN1223  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 DN1223  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DN1223
 DN1223  HORZ ORDER  -  THIRD
 DN1223
 DN1223.This mark is at Sherman Muni (SWI) Airport (SWI)
 DN1223
 DN1223.The horizontal coordinates were established by classical geodetic methods
 DN1223.and adjusted by the National Geodetic Survey in February 1996..
 DN1223
 DN1223
 DN1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1223
 DN1223.The geoid height was determined by GEOID03.
 DN1223
 DN1223;                    North         East     Units Scale Factor Converg.
 DN1223;SPC TXNC     - 2,219,104.474   777,616.601   MT  0.99992307   +1 02 39.0
 DN1223;SPC TXNC     - 7,280,511.93  2,551,230.47   sFT  0.99992307   +1 02 39.0
 DN1223;UTM  14      - 3,723,514.354   723,969.145   MT  1.00021845   +1 20 15.8
 DN1223
 DN1223                          SUPERSEDED SURVEY CONTROL
 DN1223
 DN1223  NAD 83(1993)-  33 37 40.45853(N)    096 35 07.71770(W) AD(       ) 4
 DN1223  NAD 83(1986)-  33 37 40.46272(N)    096 35 07.71812(W) AD(       ) 4
 DN1223  NAD 27      -  33 37 40.08200(N)    096 35 06.75100(W) AD(       ) 3
 DN1223
 DN1223.Superseded values are not recommended for survey control.
 DN1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1223.See file dsdata.txt to determine how the superseded data were derived.
 DN1223
 DN1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2396923514(NAD 83)
 DN1223_MARKER: 21 = AIRPORT BEACON
 DN1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1223+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 DN1223
 DN1223  HISTORY     - Date     Condition        Report By
 DN1223  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1223  HISTORY     - 19990213 GOOD             USPSQD
 DN1223  HISTORY     - 20040816 GOOD             USPSQD
 DN1223
 DN1223                          STATION DESCRIPTION
 DN1223
 DN1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1223'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF SHERMAN.
 DN1223'IT IS SITUATED ABOUT 65 FEET NORTH OF THE ADMINISTRATION
 DN1223'BUILDING AND 75 FEET WEST OF FARM ROAD 697.  THE BEACON IS
 DN1223'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL
 DN1223'HEIGHT OF 55 FEET.  THE TOP AND CENTER OF BEACON WAS OBSERVED.
 DN1223
 DN1223                          STATION RECOVERY (1999)
 DN1223
 DN1223'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1223'RECOVERED IN GOOD CONDITION.
 DN1223
 DN1223                          STATION RECOVERY (2004)
 DN1223
 DN1223'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN1223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2043 ***********************************************************************
 AY2043  DESIGNATION -  AIRPORT BEACON UVALDE MUN APT
 AY2043  PID         -  AY2043
 AY2043  STATE/COUNTY-  TX/UVALDE
 AY2043  USGS QUAD   -  GARNER FIELD (1971)
 AY2043
 AY2043                         *CURRENT SURVEY CONTROL
 AY2043  ___________________________________________________________________
 AY2043* NAD 83(1993)-  29 13 01.87549(N)    099 44 21.20702(W)     ADJUSTED  
 AY2043* NAVD 88     -                                                        
 AY2043  ___________________________________________________________________
 AY2043  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AY2043  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AY2043
 AY2043  HORZ ORDER  -  THIRD
 AY2043
 AY2043.This mark is at Garner Fld (UVA) Airport (UVA)
 AY2043
 AY2043.The horizontal coordinates were established by classical geodetic methods
 AY2043.and adjusted by the National Geodetic Survey in February 1996..
 AY2043
 AY2043
 AY2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2043
 AY2043.The geoid height was determined by GEOID03.
 AY2043
 AY2043;                    North         East     Units Scale Factor Converg.
 AY2043;SPC TXSC     - 4,153,594.837   528,132.049   MT  0.99986534   -0 21 43.8
 AY2043;SPC TXSC     -13,627,252.39  1,732,713.23   sFT  0.99986534   -0 21 43.8
 AY2043;UTM  14      - 3,232,274.788   428,149.591   MT  0.99966370   -0 21 39.0
 AY2043
 AY2043                          SUPERSEDED SURVEY CONTROL
 AY2043
 AY2043  NAD 83(1986)-  29 13 01.87355(N)    099 44 21.18755(W) AD(       ) 4
 AY2043  NAD 27      -  29 13 01.01369(N)    099 44 19.98671(W) AD(       ) 3
 AY2043
 AY2043.Superseded values are not recommended for survey control.
 AY2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2043.See file dsdata.txt to determine how the superseded data were derived.
 AY2043
 AY2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2815032275(NAD 83)
 AY2043_MARKER: 21 = AIRPORT BEACON
 AY2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY2043+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2002
 AY2043
 AY2043  HISTORY     - Date     Condition        Report By
 AY2043  HISTORY     - 1972     FIRST OBSERVED   NGS
 AY2043  HISTORY     - 20021110 GOOD             USPSQD
 AY2043
 AY2043                          STATION DESCRIPTION
 AY2043
 AY2043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2043'THE STATION, AIRPORT BEACON UVALDE MUNICIPAL AIRPORT, IS THE CENTER
 AY2043'OF A ROTATING BEACON MOUNTED ON TOP OF AN 8-INCH METAL PIPE, PAINTED
 AY2043'RED AND WHITE, THAT HAS AN OVERALL HEIGHT OF 50 FEET.  THE STATION
 AY2043'IS LOCATED ABOUT 3 MILES EAST OF THE JUNCTION OF U.S. HIGHWAYS
 AY2043'83 AND 90 IN UVALDE AND IS ON GARNER AIRFIELD WHICH SERVES UVALDE.
 AY2043'
 AY2043'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FARM
 AY2043'ROAD 1023 IN THE EAST PART OF UVALDE, GO EAST-NORTHEAST ON ROAD 1023
 AY2043'FOR 1.8 MILES TO A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 AY2043'SOUTH ON THE PAVED ROAD, PASSING BETWEEN AIRPORT BUILDINGS, FOR
 AY2043'0.25 MILE TO THE END OF THE PAVEMENT.  CONTINUE SOUTH ON A DIRT
 AY2043'ROAD, PASSING TO THE EAST OF THE HANGARS, FOR 0.15 MILE TO THE
 AY2043'STATION.
 AY2043
 AY2043                          STATION RECOVERY (2002)
 AY2043
 AY2043'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AY2043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1149 ***********************************************************************
 CR1149  DESIGNATION -  AIRPORT BN GREGG APT LONGVIEW
 CR1149  PID         -  CR1149
 CR1149  STATE/COUNTY-  TX/GREGG
 CR1149  USGS QUAD   -  LAKEPORT (1983)
 CR1149
 CR1149                         *CURRENT SURVEY CONTROL
 CR1149  ___________________________________________________________________
 CR1149* NAD 83(1993)-  32 23 15.80042(N)    094 43 08.69166(W)     ADJUSTED  
 CR1149* NAVD 88     -                                                        
 CR1149  ___________________________________________________________________
 CR1149  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CR1149  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1149
 CR1149  HORZ ORDER  -  THIRD
 CR1149
 CR1149.This mark is at Gregg Co (GGG) Airport (GGG)
 CR1149
 CR1149.The horizontal coordinates were established by classical geodetic methods
 CR1149.and adjusted by the National Geodetic Survey in February 1996..
 CR1149
 CR1149
 CR1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1149
 CR1149.The geoid height was determined by GEOID03.
 CR1149
 CR1149;                    North         East     Units Scale Factor Converg.
 CR1149;SPC TXNC     - 2,086,359.777   955,660.901   MT  0.99993926   +2 03 43.5
 CR1149;SPC TXNC     - 6,844,998.70  3,135,364.14   sFT  0.99993926   +2 03 43.5
 CR1149;UTM  15      - 3,584,712.710   338,300.204   MT  0.99992244   -0 55 15.7
 CR1149
 CR1149                          SUPERSEDED SURVEY CONTROL
 CR1149
 CR1149  NAD 83(1986)-  32 23 15.80908(N)    094 43 08.67950(W) AD(       ) 4
 CR1149  NAD 27      -  32 23 15.26400(N)    094 43 07.92100(W) AD(       ) 3
 CR1149
 CR1149.Superseded values are not recommended for survey control.
 CR1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1149.See file dsdata.txt to determine how the superseded data were derived.
 CR1149
 CR1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3830084713(NAD 83)
 CR1149_MARKER: 21 = AIRPORT BEACON
 CR1149
 CR1149  HISTORY     - Date     Condition        Report By
 CR1149  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1149  HISTORY     - 1956     GOOD             CGS
 CR1149  HISTORY     - 1964     GOOD             CGS
 CR1149  HISTORY     - 1970     GOOD             NGS
 CR1149  HISTORY     - 1979     GOOD             NGS
 CR1149  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR1149
 CR1149                          STATION DESCRIPTION
 CR1149
 CR1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1149'STATION IS LOCATED ON THE GREGG COUNTY AIRPORT ABOUT 8 MILES
 CR1149'SOUTH OF THE CENTER OF LONGVIEW AND 0.1 MILE SOUTH OF HWY. 322.
 CR1149'STATION IS ABOUT 65 FEET HIGH, LOCATED ON TOP OF THE CONTROL
 CR1149'TOWER AND A WHITE BRICK ADMINISTRATION BUILDING.  THERE ARE
 CR1149'TWO RED OBSTRUCTION LIGHTS MOUNTED TWO FEET WEST OF AND ON LEVEL
 CR1149'WITH THE TOP OF THE BEACON.  THE STATION IS A TWO LIGHT,
 CR1149'REVOLVING BEACON FLASHING GREEN AND WHITE.
 CR1149'
 CR1149'THE POINT INTERSECTED WAS THE REVOLVING BEACON.
 CR1149'
 CR1149'TO REACH FROM THE JUNCTION OF HIGHWAYS 149 AND 322 ABOUT 4
 CR1149'MILES SOUTH OF THE CITY LIMITS OF LONGVIEW GO WEST AND SOUTH
 CR1149'ON HIGHWAY 322 FOR 02.3 MILES TO THE ENTRANCE TO THE GREGG
 CR1149'COUNTY AIRPORT.  TURN LEFT AT THE ENTRANCE AND GO SOUTH 0.1
 CR1149'MILE TO THE ADMINISTRATION BUILDING AND STATION AS DESCRIBED
 CR1149'ABOVE.
 CR1149
 CR1149                          STATION RECOVERY (1956)
 CR1149
 CR1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1149'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 CR1149'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 CR1149
 CR1149                          STATION RECOVERY (1964)
 CR1149
 CR1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 CR1149'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1950 DESCRIPTION
 CR1149
 CR1149                          STATION RECOVERY (1970)
 CR1149
 CR1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 CR1149'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1149'
 CR1149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 CR1149'SOUTH OF LONGVIEW, TEXAS
 CR1149
 CR1149                          STATION RECOVERY (1979)
 CR1149
 CR1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 CR1149'RECOVERED IN GOOD CONDITION.
 CR1149
 CR1149                          STATION RECOVERY (1991)
 CR1149
 CR1149'RECOVERY NOTE BY US POWER SQUADRON 1991 (JMW)
 CR1149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2050 ***********************************************************************
 AN2050  DESIGNATION -  AIRPORT WELL
 AN2050  PID         -  AN2050
 AN2050  STATE/COUNTY-  TX/JACKSON
 AN2050  USGS QUAD   -  MANSON (1995)
 AN2050
 AN2050                         *CURRENT SURVEY CONTROL
 AN2050  ___________________________________________________________________
 AN2050* NAD 83(1986)-  28 59 49.     (N)    096 34 48.     (W)     SCALED    
 AN2050* NAVD 88     -        18.38   (+/-2cm)      60.3    (feet)  VERTCON   
 AN2050  ___________________________________________________________________
 AN2050  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN2050
 AN2050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN2050
 AN2050.This mark is at Jackson Co (26R) Airport (26R)
 AN2050
 AN2050.The horizontal coordinates were scaled from a topographic map and have
 AN2050.an estimated accuracy of +/- 6 seconds.
 AN2050
 AN2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2050.The vertical order pertains to the NGVD 29 superseded value.
 AN2050
 AN2050.The geoid height was determined by GEOID03.
 AN2050
 AN2050;                    North         East    Units  Estimated Accuracy
 AN2050;SPC TXSC     - 4,131,400.      835,760.      MT  (+/- 180 meters Scaled)
 AN2050
 AN2050                          SUPERSEDED SURVEY CONTROL
 AN2050
 AN2050  NGVD 29 (??/??/92)   18.385  (m)           60.32   (f) ADJ UNCH    2 0
 AN2050
 AN2050.Superseded values are not recommended for survey control.
 AN2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2050.See file dsdata.txt to determine how the superseded data were derived.
 AN2050
 AN2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT357100(NAD 83)
 AN2050_MARKER: DB = BENCH MARK DISK
 AN2050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN2050_SP_SET: WELLCASING
 AN2050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2050
 AN2050  HISTORY     - Date     Condition        Report By
 AN2050  HISTORY     - UNK      MONUMENTED       CGS
 AN2050  HISTORY     - 1972     GOOD             NGS
 AN2050
 AN2050                          STATION DESCRIPTION
 AN2050
 AN2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN2050'5.05 MI NE FROM EDNA.
 AN2050'ABOUT 4.05 MILES NORTHEAST ALONG U. S. HIGHWAY 59 FROM THE COURTHOUSE
 AN2050'AT EDNA, THENCE ABOUT 0.45 MILE SOUTHEAST ALONG A PAVED ROAD TO THE
 AN2050'JACKSON COUNTY AIRPORT, THENCE ABOUT 0.45 MILE SOUTHEAST ALONG THE
 AN2050'SOUTHWEST EDGE OF THE NORTHWEST-SOUTHEAST RUNWAY, 447 FEET SOUTHEAST
 AN2050'OF THE CENTER LINE OF THE RUNWAY, 49 FEET NORTHEAST OF A FENCE LINE,
 AN2050'AND IS AN ABANDONED OIL WELL CASING (12-INCH) WITH A METAL CAP THAT
 AN2050'DECREASES IN DIAMETER TO ABOUT 2-INCHES.  THE ROD WAS HELD ON THE EAST
 AN2050'EDGE AND ON THE HIGHEST POINT OF THE CAP WHICH PROJECTS 5-INCHES ABOVE
 AN2050'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1108 ***********************************************************************
 CU1108  DESIGNATION -  AIRWARD
 CU1108  PID         -  CU1108
 CU1108  STATE/COUNTY-  TX/HOWARD
 CU1108  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU1108
 CU1108                         *CURRENT SURVEY CONTROL
 CU1108  ___________________________________________________________________
 CU1108* NAD 83(1993)-  32 18 35.78618(N)    101 26 08.38536(W)     ADJUSTED  
 CU1108* NAVD 88     -       789.     (meters)    2589.     (feet)  SCALED    
 CU1108  ___________________________________________________________________
 CU1108  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CU1108  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CU1108
 CU1108  HORZ ORDER  -  SECOND
 CU1108
 CU1108.The horizontal coordinates were established by classical geodetic methods
 CU1108.and adjusted by the National Geodetic Survey in February 1996..
 CU1108
 CU1108.The orthometric height was scaled from a topographic map.
 CU1108
 CU1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1108
 CU1108.The geoid height was determined by GEOID03.
 CU1108
 CU1108;                    North         East     Units Scale Factor Converg.
 CU1108;SPC TXNC     - 2,075,196.291   323,585.432   MT  0.99995577   -1 36 03.9
 CU1108;SPC TXNC     - 6,808,373.16  1,061,629.87   sFT  0.99995577   -1 36 03.9
 CU1108;UTM  14      - 3,577,397.279   270,686.092   MT  1.00024851   -1 18 08.7
 CU1108
 CU1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1108!SPC TXNC     -   0.99988011  x   0.99995577  =   0.99983589
 CU1108!UTM  14      -   0.99988011  x   1.00024851  =   1.00012859
 CU1108
 CU1108|---------------------------------------------------------------------|
 CU1108| PID    Reference Object                     Distance      Geod. Az  |
 CU1108|                                                           dddmmss.s |
 CU1108| CH7815 AIRWARD RM 1                         19.135 METERS 02937     |
 CU1108| CU0583 AP STA A                             20.708 METERS 12536     |
 CU1108| CU1092 FLANAGAN                            APPROX.10.9 KM 1625707.3 |
 CU1108| CU1094 BIG SPRINGS TCA TV MICROWAVE        APPROX. 9.9 KM 1825352.7 |
 CU1108| CU1110 BIG SPRINGS TV STA KWAB MAST        APPROX. 6.3 KM 1884744.3 |
 CU1108| CU1095 BIG SPRINGS TEX ELEC SERV MAST      APPROX. 9.9 KM 1930055.7 |
 CU1108| CU1096 BIG SPRINGS VA HOSP TANK            APPROX. 9.5 KM 2032559.3 |
 CU1108| CU1111 BIG SPRINGS CRMWD MICROWAVE         APPROX. 3.8 KM 2342931.1 |
 CU1108| CU1109 BIG SPRINGS HOWARD CO APT BCN       335.684 METERS 23703     |
 CU1108|---------------------------------------------------------------------|
 CU1108
 CU1108                          SUPERSEDED SURVEY CONTROL
 CU1108
 CU1108  NAD 83(1986)-  32 18 35.79173(N)    101 26 08.37731(W) AD(       ) 2
 CU1108  NAD 27      -  32 18 35.36544(N)    101 26 06.92924(W) AD(       ) 2
 CU1108
 CU1108.Superseded values are not recommended for survey control.
 CU1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1108.See file dsdata.txt to determine how the superseded data were derived.
 CU1108
 CU1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA7068677397(NAD 83)
 CU1108_MARKER: DS = TRIANGULATION STATION DISK
 CU1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1108
 CU1108  HISTORY     - Date     Condition        Report By
 CU1108  HISTORY     - 1968     MONUMENTED       CGS
 CU1108
 CU1108                          STATION DESCRIPTION
 CU1108
 CU1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1108'STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF BIG SPRING AT
 CU1108'THE HOWARD COUNTY AIRPORT AND IS NEAR THE NORTHEAST CORNER OF
 CU1108'THE NORTH-SOUTH RUNWAY.
 CU1108'
 CU1108'TO REACH FROM THE INTERSECTION OF INTERSTATE 20 AND STATE
 CU1108'HIGHWAY 350 IN THE NORTH EDGE OF BIG SPRING, GO NORTHEAST ON
 CU1108'STATE HIGHWAY 350 FOR 3.7 MILES TO A PAVED SIDE ROAD ON THE
 CU1108'RIGHT, KEEP RIGHT AND GO EAST ON THE PAVED ROAD FOR 0.3 MILE
 CU1108'TO A PAVED ROAD RIGHT, AND A SIGN ON THE RIGHT HOWARD COUNTY
 CU1108'AIRPORT.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.25
 CU1108'MILE TO TWO SMALL HANGERS ON THE LEFT, TURN LEFT BETWEEN THE
 CU1108'HANGERS AND GO EAST FOR 0.1 MILE TO A TAXI STRIP, BEAR LEFT
 CU1108'AND FOLLOW THE TAXI STRIP NORTH AND EAST TO THE NORTHEAST END
 CU1108'OF A NORTH-SOUTH LANDING STRIP AND THE STATION.
 CU1108'
 CU1108'STATION MARK IS A STANDARD DISK, STAMPED AIRWARD 1968, SET IN
 CU1108'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 CU1108'WITH THE GROUND SURFACE.  IT IS 66.0 FEET NORTHWEST OF A WITNESS
 CU1108'POST, 20.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RUNWAY
 CU1108'AND 5.7 FEET EAST OF A WITNESS POST.
 CU1108'
 CU1108'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIRWARD NO 1 1968,
 CU1108'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 CU1108'FLUSH WITH THE GROUND SURFACE.  IT IS 95.0 FEET NORTH-NORTHWEST
 CU1108'OF A WITNESS POST AND 6.5 FEET NORTHEAST OF A WITNESS POST.
 CU1108'
 CU1108'REFERENCE MARK 2 IS A STANDARD TOPOGRAPHIC STATION MARK DISK,
 CU1108'STAMPED AP STA A 1965, SET IN THE TOP OF A 6-INCH ROUND CONCRETE
 CU1108'MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 CU1108'SURFACE.  IT IS 100.0 FEET EAST OF THE NORTHEAST CORNER OF THE
 CU1108'RUNWAY, 26.5 FEET SOUTHEAST OF A WITNESS POST AND 2.5 FEET SOUTH
 CU1108'OF A WITNESS POST.
 CU1108'
 CU1108'NO AZIMUTH MARK WAS ESTABLISHED.
 CU1108'
 CU1108'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2044 ***********************************************************************
 FL2044  DESIGNATION -  AIRWAY
 FL2044  PID         -  FL2044
 FL2044  STATE/COUNTY-  TX/GRAY
 FL2044  USGS QUAD   -  PAMPA (1963)
 FL2044
 FL2044                         *CURRENT SURVEY CONTROL
 FL2044  ___________________________________________________________________
 FL2044* NAD 83(1993)-  35 32 50.71925(N)    100 56 55.29666(W)     ADJUSTED  
 FL2044* NAVD 88     -       979.     (meters)    3212.     (feet)  SCALED    
 FL2044  ___________________________________________________________________
 FL2044  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FL2044  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 FL2044
 FL2044  HORZ ORDER  -  SECOND
 FL2044
 FL2044.The horizontal coordinates were established by classical geodetic methods
 FL2044.and adjusted by the National Geodetic Survey in February 1996..
 FL2044
 FL2044.The orthometric height was scaled from a topographic map.
 FL2044
 FL2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2044
 FL2044.The geoid height was determined by GEOID03.
 FL2044
 FL2044;                    North         East     Units Scale Factor Converg.
 FL2044;SPC TX N     - 1,171,805.517   249,985.698   MT  0.99991342   +0 19 10.2
 FL2044;SPC TX N     - 3,844,498.60    820,161.41   sFT  0.99991342   +0 19 10.2
 FL2044;UTM  14      - 3,935,499.606   323,359.749   MT  0.99998451   -1 07 59.6
 FL2044
 FL2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2044!SPC TX N     -   0.99985044  x   0.99991342  =   0.99976387
 FL2044!UTM  14      -   0.99985044  x   0.99998451  =   0.99983495
 FL2044
 FL2044|---------------------------------------------------------------------|
 FL2044| PID    Reference Object                     Distance      Geod. Az  |
 FL2044|                                                           dddmmss.s |
 FL2044| CK8770 AIRWAY RM 1                          56.160 METERS 03213     |
 FL2044| FL2034 PAMPA WILKINSON WATER TANK          APPROX. 5.7 KM 1410402.4 |
 FL2044| CK8771 AIRWAY RM 2                          39.648 METERS 15706     |
 FL2044| CK8769 AIRWAY AZ MK                                       3223002.3 |
 FL2044|---------------------------------------------------------------------|
 FL2044
 FL2044                          SUPERSEDED SURVEY CONTROL
 FL2044
 FL2044  NAD 83(1993)-  35 32 50.72053(N)    100 56 55.29566(W) AD(       ) 2
 FL2044  NAD 83(1986)-  35 32 50.72498(N)    100 56 55.28619(W) AD(       ) 2
 FL2044  NAD 27      -  35 32 50.56600(N)    100 56 53.75000(W) AD(       ) 2
 FL2044
 FL2044.Superseded values are not recommended for survey control.
 FL2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2044.See file dsdata.txt to determine how the superseded data were derived.
 FL2044
 FL2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2336035500(NAD 83)
 FL2044_MARKER: DS = TRIANGULATION STATION DISK
 FL2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2044
 FL2044  HISTORY     - Date     Condition        Report By
 FL2044  HISTORY     - 1951     MONUMENTED       CGS
 FL2044
 FL2044                          STATION DESCRIPTION
 FL2044
 FL2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2044'THE STATION IS LOCATED ON THE PAMPA CITY AIRPORT, WEST OF
 FL2044'THE HANGERS, 120 FEET WEST OF A TIN COVERED HANGER, 75 FEET WEST
 FL2044'OF A POWER LINE, AND 35 FEET WEST OF A ROAD.  THE STATION MARK
 FL2044'IS A BRONZE DISK STAMPED AIRWAY 1951, AND SET IN A CONCRETE
 FL2044'POST THAT PROJECTS 1 INCH.
 FL2044'
 FL2044'REFERENCE MARK NO. 1 IS 16 FEET WEST OF A CONCRETE BLOCK
 FL2044'HANGER, 1 FOOT SOUTH OF A POWER LINE POLE, AND ON THE EAST
 FL2044'EDGE OF A ROAD.  THE MARK IS A BRONZE DISK STAMPED AIRWAY NO 1
 FL2044'1951, AND SET IN A CONCRETE POST THAT PROJECTS 2 INCHES.
 FL2044'
 FL2044'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A POWER LINE POLE AND
 FL2044'ON THE EAST EDGE OF A ROAD.  THE MARK IS A BRONZE DISK STAMPED
 FL2044'AIRWAY NO 2 1951, AND SET IN A CONCRETE POST THAT PROJECTS
 FL2044'2 INCHES.
 FL2044'
 FL2044'THE AZIMUTH MARK IS LOCATED IN A FENCE CORNER WEST OF THE AIR
 FL2044'FIELD, 25 FEET EAST OF LOWRY STREET, AND 2 FEET SOUTH OF A
 FL2044'WITNESS POST.  THE MARK IS A BRONZE DISK STAMPED AIRWAY 1951, AND
 FL2044'SET IN A CONCRETE POST THAT PROJECTS 1 INCH.
 FL2044'
 FL2044'TO REACH THE STATION FROM THE POST OFFICE IN PAMPA.  GO NORTH
 FL2044'ON BALLARD STREET 3 BLOCKS TO BROWNING STREET, TURN RIGHT
 FL2044'AND GO EAST ON BROWNING STREET TO THE AIRPORT AND THE STATION
 FL2044'AS DESCRIBED.  TO REACH THE AZIMUTH MARK, JUST BEFORE REACHING
 FL2044'THE AIRPORT, GO NORTHWEST ON LOWRY STREET FOR 0.25 MILE TO THE
 FL2044'AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0834 ***********************************************************************
 CB0834  DESIGNATION -  AIRWAY BEACON 20
 CB0834  PID         -  CB0834
 CB0834  STATE/COUNTY-  TX/COKE
 CB0834  USGS QUAD   -  PECAN MOTT (1984)
 CB0834
 CB0834                         *CURRENT SURVEY CONTROL
 CB0834  ___________________________________________________________________
 CB0834* NAD 83(1993)-  31 42 26.16891(N)    100 26 20.11314(W)     ADJUSTED  
 CB0834* NAVD 88     -                                                        
 CB0834  ___________________________________________________________________
 CB0834  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CB0834  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CB0834
 CB0834  HORZ ORDER  -  THIRD
 CB0834
 CB0834.The horizontal coordinates were established by classical geodetic methods
 CB0834.and adjusted by the National Geodetic Survey in February 1996..
 CB0834
 CB0834
 CB0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0834
 CB0834.The geoid height was determined by GEOID03.
 CB0834
 CB0834;                    North         East     Units Scale Factor Converg.
 CB0834;SPC TX C     - 3,226,222.914   689,991.613   MT  0.99995745   -0 03 15.8
 CB0834;SPC TX C     -10,584,699.68  2,263,747.48   sFT  0.99995745   -0 03 15.8
 CB0834;UTM  14      - 3,508,889.419   363,649.783   MT  0.99982929   -0 45 23.0
 CB0834
 CB0834                          SUPERSEDED SURVEY CONTROL
 CB0834
 CB0834  NAD 83(1986)-  31 42 26.17614(N)    100 26 20.09835(W) AD(       ) 4
 CB0834  NAD 27      -  31 42 25.61100(N)    100 26 18.75200(W) AD(       ) 3
 CB0834
 CB0834.Superseded values are not recommended for survey control.
 CB0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0834.See file dsdata.txt to determine how the superseded data were derived.
 CB0834
 CB0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA6365008889(NAD 83)
 CB0834_MARKER: 22 = AIRWAY BEACON
 CB0834
 CB0834  HISTORY     - Date     Condition        Report By
 CB0834  HISTORY     - 1943     FIRST OBSERVED   CGS
 CB0834
 CB0834                          STATION DESCRIPTION
 CB0834
 CB0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0834'BEACON IS LOCATED 16 MILES S OF ROBERT LEE ON TEXAS HIGHWAY
 CB0834'208, ON THE TOP OF A HIGH MESA.  300 FEET W OF THE HIGHWAY,
 CB0834'A RED AND WHITE 50-FOOT STEEL TOWER WITH A SMALL PLATFORM, ONE
 CB0834'MAIN LIGHT, AND TWO SECONDARY LIGHTS ON THE TOP.  A 12- BY
 CB0834'12-FOOT RED AND WHITE BUILDING IS NEXT TO THE S SIDE OF THE
 CB0834'TOWER.  THE POINT OBSERVED ON WAS THE CENTER OF THE MAIN
 CB0834'LIGHT.  AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0918 ***********************************************************************
 FM0918  DESIGNATION -  AIRWAY BEACON 91
 FM0918  PID         -  FM0918
 FM0918  STATE/COUNTY-  TX/OLDHAM
 FM0918  USGS QUAD   -  SIMMS NW (1966)
 FM0918
 FM0918                         *CURRENT SURVEY CONTROL
 FM0918  ___________________________________________________________________
 FM0918* NAD 83(1993)-  35 12 55.59719(N)    102 39 02.41435(W)     ADJUSTED  
 FM0918* NAVD 88     -                                                        
 FM0918  ___________________________________________________________________
 FM0918  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 FM0918  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 FM0918
 FM0918  HORZ ORDER  -  THIRD
 FM0918
 FM0918.The horizontal coordinates were established by classical geodetic methods
 FM0918.and adjusted by the National Geodetic Survey in February 1996..
 FM0918
 FM0918
 FM0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0918
 FM0918.The geoid height was determined by GEOID03.
 FM0918
 FM0918;                    North         East     Units Scale Factor Converg.
 FM0918;SPC TX N     - 1,135,446.800    95,244.501   MT  0.99991709   -0 40 00.7
 FM0918;SPC TX N     - 3,725,211.71    312,481.33   sFT  0.99991709   -0 40 00.7
 FM0918;UTM  13      - 3,899,464.273   713,837.007   MT  1.00016356   +1 21 18.9
 FM0918
 FM0918                          SUPERSEDED SURVEY CONTROL
 FM0918
 FM0918  NAD 83(1993)-  35 12 55.60367(N)    102 39 02.40718(W) AD(       ) 4
 FM0918  NAD 83(1986)-  35 12 55.60411(N)    102 39 02.40545(W) AD(       ) 4
 FM0918  NAD 27      -  35 12 55.40400(N)    102 39 00.64400(W) AD(       ) 3
 FM0918
 FM0918.Superseded values are not recommended for survey control.
 FM0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0918.See file dsdata.txt to determine how the superseded data were derived.
 FM0918
 FM0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU1383799464(NAD 83)
 FM0918_MARKER: 22 = AIRWAY BEACON
 FM0918
 FM0918  HISTORY     - Date     Condition        Report By
 FM0918  HISTORY     - 1934     FIRST OBSERVED   CGS
 FM0918
 FM0918                          STATION DESCRIPTION
 FM0918
 FM0918'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0903 ***********************************************************************
 FM0903  DESIGNATION -  AIRWAY BEACON 92
 FM0903  PID         -  FM0903
 FM0903  STATE/COUNTY-  TX/OLDHAM
 FM0903  USGS QUAD   -  VEGA SOUTH (1966)
 FM0903
 FM0903                         *CURRENT SURVEY CONTROL
 FM0903  ___________________________________________________________________
 FM0903* NAD 83(1993)-  35 13 08.28378(N)    102 26 04.98970(W)     ADJUSTED  
 FM0903* NAVD 88     -                                                        
 FM0903  ___________________________________________________________________
 FM0903  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 FM0903  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 FM0903
 FM0903  HORZ ORDER  -  THIRD
 FM0903
 FM0903.The horizontal coordinates were established by classical geodetic methods
 FM0903.and adjusted by the National Geodetic Survey in February 1996..
 FM0903
 FM0903
 FM0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0903
 FM0903.The geoid height was determined by GEOID03.
 FM0903
 FM0903;                    North         East     Units Scale Factor Converg.
 FM0903;SPC TX N     - 1,135,630.377   114,907.457   MT  0.99991687   -0 32 30.1
 FM0903;SPC TX N     - 3,725,814.00    376,992.22   sFT  0.99991687   -0 32 30.1
 FM0903;UTM  13      - 3,900,341.753   733,487.136   MT  1.00027191   +1 28 48.3
 FM0903
 FM0903                          SUPERSEDED SURVEY CONTROL
 FM0903
 FM0903  NAD 83(1993)-  35 13 08.29035(N)    102 26 04.98078(W) AD(       ) 4
 FM0903  NAD 83(1986)-  35 13 08.29098(N)    102 26 04.97984(W) AD(       ) 4
 FM0903  NAD 27      -  35 13 08.09900(N)    102 26 03.25000(W) AD(       ) 3
 FM0903
 FM0903.Superseded values are not recommended for survey control.
 FM0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0903.See file dsdata.txt to determine how the superseded data were derived.
 FM0903
 FM0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3348700342(NAD 83)
 FM0903_MARKER: 22 = AIRWAY BEACON
 FM0903
 FM0903  HISTORY     - Date     Condition        Report By
 FM0903  HISTORY     - 1934     FIRST OBSERVED   CGS
 FM0903
 FM0903                          STATION DESCRIPTION
 FM0903
 FM0903'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0769 ***********************************************************************
 CC0769  DESIGNATION -  AIRWAY BEACON A
 CC0769  PID         -  CC0769
 CC0769  STATE/COUNTY-  TX/ECTOR
 CC0769  USGS QUAD   -  DOURO (1981)
 CC0769
 CC0769                         *CURRENT SURVEY CONTROL
 CC0769  ___________________________________________________________________
 CC0769* NAD 83(1993)-  31 51 43.95509(N)    102 36 35.99260(W)     ADJUSTED  
 CC0769* NAVD 88     -                                                        
 CC0769  ___________________________________________________________________
 CC0769  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 CC0769  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CC0769
 CC0769  HORZ ORDER  -  THIRD
 CC0769
 CC0769.The horizontal coordinates were established by classical geodetic methods
 CC0769.and adjusted by the National Geodetic Survey in February 1996..
 CC0769
 CC0769
 CC0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0769
 CC0769.The geoid height was determined by GEOID03.
 CC0769
 CC0769;                    North         East     Units Scale Factor Converg.
 CC0769;SPC TX C     - 3,245,602.642   484,565.954   MT  0.99999439   -1 10 21.4
 CC0769;SPC TX C     -10,648,281.33  1,589,780.13   sFT  0.99999439   -1 10 21.4
 CC0769;UTM  13      - 3,527,653.218   726,114.669   MT  1.00023060   +1 15 43.8
 CC0769
 CC0769                          SUPERSEDED SURVEY CONTROL
 CC0769
 CC0769  NAD 83(1993)-  31 51 43.95760(N)    102 36 35.98416(W) AD(       ) 4
 CC0769  NAD 83(1986)-  31 51 43.95783(N)    102 36 35.98318(W) AD(       ) 4
 CC0769  NAD 27      -  31 51 43.50900(N)    102 36 34.45700(W) AD(       ) 3
 CC0769
 CC0769.Superseded values are not recommended for survey control.
 CC0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0769.See file dsdata.txt to determine how the superseded data were derived.
 CC0769
 CC0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR2611527653(NAD 83)
 CC0769_MARKER: 22 = AIRWAY BEACON
 CC0769
 CC0769  HISTORY     - Date     Condition        Report By
 CC0769  HISTORY     - 1935     FIRST OBSERVED   CGS
 CC0769
 CC0769                          STATION DESCRIPTION
 CC0769
 CC0769'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1809 ***********************************************************************
 FL1809  DESIGNATION -  AIRWAYS BEACON 28
 FL1809  PID         -  FL1809
 FL1809  STATE/COUNTY-  TX/RANDALL
 FL1809  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1809
 FL1809                         *CURRENT SURVEY CONTROL
 FL1809  ___________________________________________________________________
 FL1809* NAD 83(1993)-  35 07 29.20179(N)    101 57 21.01258(W)     ADJUSTED  
 FL1809* NAVD 88     -                                                        
 FL1809  ___________________________________________________________________
 FL1809  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 FL1809  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 FL1809
 FL1809  HORZ ORDER  -  THIRD
 FL1809
 FL1809.The horizontal coordinates were established by classical geodetic methods
 FL1809.and adjusted by the National Geodetic Survey in February 1996..
 FL1809
 FL1809
 FL1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1809
 FL1809.The geoid height was determined by GEOID03.
 FL1809
 FL1809;                    North         East     Units Scale Factor Converg.
 FL1809;SPC TX N     - 1,124,875.005   158,454.068   MT  0.99992389   -0 15 51.0
 FL1809;SPC TX N     - 3,690,527.41    519,861.39   sFT  0.99992389   -0 15 51.0
 FL1809;UTM  14      - 3,890,880.276   230,644.391   MT  1.00049425   -1 42 06.1
 FL1809;UTM  13      - 3,891,123.055   777,407.036   MT  1.00054852   +1 45 09.4
 FL1809
 FL1809                          SUPERSEDED SURVEY CONTROL
 FL1809
 FL1809  NAD 83(1986)-  35 07 29.20924(N)    101 57 21.00376(W) AD(       ) 4
 FL1809  NAD 27      -  35 07 29.12300(N)    101 57 19.41800(W) AD(       ) 3
 FL1809
 FL1809.Superseded values are not recommended for survey control.
 FL1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1809.See file dsdata.txt to determine how the superseded data were derived.
 FL1809
 FL1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3064490880(NAD 83)
 FL1809_MARKER: 22 = AIRWAY BEACON
 FL1809
 FL1809  HISTORY     - Date     Condition        Report By
 FL1809  HISTORY     - 1932     FIRST OBSERVED   CGS
 FL1809
 FL1809                          STATION DESCRIPTION
 FL1809
 FL1809'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1167 ***********************************************************************
 CU1167  DESIGNATION -  AKINS RESET
 CU1167  PID         -  CU1167
 CU1167  STATE/COUNTY-  TX/DAWSON
 CU1167  USGS QUAD   -  O'DONNELL (1969)
 CU1167
 CU1167                         *CURRENT SURVEY CONTROL
 CU1167  ___________________________________________________________________
 CU1167* NAD 83(1993)-  32 54 19.71810(N)    101 52 28.05180(W)     ADJUSTED  
 CU1167* NAVD 88     -       917.9    (meters)    3011.     (feet)  VERTCON   
 CU1167  ___________________________________________________________________
 CU1167  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CU1167  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CU1167
 CU1167  HORZ ORDER  -  FIRST
 CU1167
 CU1167.The horizontal coordinates were established by classical geodetic methods
 CU1167.and adjusted by the National Geodetic Survey in February 1996..
 CU1167
 CU1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1167
 CU1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1167
 CU1167.The geoid height was determined by GEOID03.
 CU1167
 CU1167;                    North         East     Units Scale Factor Converg.
 CU1167;SPC TXNC     - 2,142,440.412   284,403.611   MT  0.99987586   -1 50 25.5
 CU1167;SPC TXNC     - 7,028,989.92    933,080.85   sFT  0.99987586   -1 50 25.5
 CU1167;UTM  14      - 3,644,473.803   231,147.513   MT  1.00049135   -1 33 45.0
 CU1167
 CU1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1167!SPC TXNC     -   0.99985972  x   0.99987586  =   0.99973560
 CU1167!UTM  14      -   0.99985972  x   1.00049135  =   1.00035100
 CU1167
 CU1167:                Primary Azimuth Mark                     Grid Az
 CU1167:SPC TXNC     -  O DONNELL MUNICIPAL TANK                 031 59 22.3
 CU1167:UTM  14      -  O DONNELL MUNICIPAL TANK                 031 42 41.8
 CU1167
 CU1167|---------------------------------------------------------------------|
 CU1167| PID    Reference Object                     Distance      Geod. Az  |
 CU1167|                                                           dddmmss.s |
 CU1167| CU1166 O DONNELL MUNICIPAL TANK            APPROX. 8.2 KM 0300856.8 |
 CU1167| CU1168 ODONNELL GENERAL TEL MICROWAVE      APPROX. 8.2 KM 0363749.3 |
 CU1167| CH7818 AKINS RM 1 AZIMUTH                                 04300     |
 CU1167| CH7820 AKINS RM 3                          235.240 METERS 07133     |
 CU1167| CH7819 AKINS RM 2                                         15312     |
 CU1167| CH7817 AKINS AZ MK                                        1852330.5 |
 CU1167| CU1161 LAMESA N MUNICIPAL TANK             APPROX.20.5 KM 2002857.9 |
 CU1167| CU1159 LAMESA W TEX DAIRY PROD CO STK      APPROX.19.9 KM 2005343.2 |
 CU1167| CU1162 LAMESA CABLE TV MAST                APPROX.22.4 KM 2014132.3 |
 CU1167| CH7821 AKINS RM 4                          152.930 METERS 32008     |
 CU1167|---------------------------------------------------------------------|
 CU1167
 CU1167                          SUPERSEDED SURVEY CONTROL
 CU1167
 CU1167  NAD 83(1986)-  32 54 19.72613(N)    101 52 28.04360(W) AD(       ) 1
 CU1167  NAD 27      -  32 54 19.37400(N)    101 52 26.50500(W) AD(       ) 1
 CU1167  NGVD 29 (07/19/86)  917.5    (m)         3010.     (f) VERT ANG       
 CU1167
 CU1167.Superseded values are not recommended for survey control.
 CU1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1167.See file dsdata.txt to determine how the superseded data were derived.
 CU1167
 CU1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3114844474(NAD 83)
 CU1167_MARKER: DS = TRIANGULATION STATION DISK
 CU1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1167_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1167
 CU1167  HISTORY     - Date     Condition        Report By
 CU1167  HISTORY     - 1968     MONUMENTED       CGS
 CU1167
 CU1167                          STATION DESCRIPTION
 CU1167
 CU1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1167'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 CU1167'CONDITION.  THE MARK WAS LOWERED BELOW PLOW DEPTH AT THIS TIME,
 CU1167'AT THE LAND OWNERS REQUEST.  REFERENCE MARK 1 WAS SEARCHED FOR
 CU1167'BUT WAS NOT FOUND, REFERENCE MARK 2 WAS FOUND DESTROYED.
 CU1167'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS DATE.
 CU1167'
 CU1167'THE STATION IS LOCATED AIRLINE, ABOUT 12 MILES NORTHEAST OF
 CU1167'LAMESA, ABOUT 5 MILES SOUTHWEST OF O DONNELL, ABOUT 0.2 MILE
 CU1167'NORTHWEST OF U.S. HIGHWAY 87 AND NEAR THE NORTHEAST CORNER OF
 CU1167'A CULTIVATED FIELD.
 CU1167'
 CU1167'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 CU1167'FARM ROAD 1210, ABOUT 10 MILES NORTHEAST OF LAMESA, GO
 CU1167'NORTHEAST ON U.S. HIGHWAY 87 FOR 1.3 MILES TO THE AZIMUTH MARK
 CU1167'ON THE LEFT, CONTINUE NORTHEAST ON U.S. HIGHWAY 87 FOR 0.85 MILE
 CU1167'TO A GRADED CROSSROAD, TURN LEFT AND GO WEST FOR 0.2 MILE,
 CU1167'THENCE TURN LEFT AND GO SOUTHERLY ACROSS CULTIVATED FIELD FOR
 CU1167'ABOUT 0.1 MILE TO THE STATION AS DESCRIBED.
 CU1167'
 CU1167'THE STATION MARK IS A STANDARD DISK STAMPED AKINS 1932 1968,
 CU1167'SET IN THE TOP OF ROUND CONCRETE POST 18 INCHES BELOW THE
 CU1167'SURFACE OF THE GROUND.
 CU1167'
 CU1167'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AKINS 1932 NO 3
 CU1167'1968, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 CU1167'SURFACE OF THE GROUND.  IT IS 21 FEET SOUTH OF THE CENTER OF A
 CU1167'GRADED ROAD AND 1.2 FEET WEST OF A POWERLINE POLE.
 CU1167'
 CU1167'REFERENCE MARK 4 IS A STANDARD DISK STAMPED AKINS 1932 NO 4
 CU1167'1968, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 CU1167'SURFACE OF THE GROUND.  IT IS 84.9 FEET WEST OF THE CENTERLINE OF
 CU1167'THE SOUTHBOUND LANE OF U.S. HIGHWAY 87 AND 1.0 FOOT WEST OF A
 CU1167'POWERLINE POLE.
 CU1167'
 CU1167'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AKINS 1968, SET
 CU1167'IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE CULVERT HEADWALL,
 CU1167'ON THE WEST SIDE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 87.  IT
 CU1167'IS 25.0 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 CU1167'U.S. HIGHWAY 87 AND 4.0 FEET SOUTH OF A WITNESS POST.
 CU1167'
 CU1167'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO
 CU1167'CREST OF A KNOLL ON LINE.
 CU1167'
 CU1167'TO AID IN RECOVERING THE STATION MARK, AN INSTRUMENT SETUP WAS
 CU1167'MADE OVER RM 4 AND THE ANGLE TURNED BETWEEN RM 3 AND THE STATION
 CU1167'MARK.  NO SETUP WAS MADE OVER RM 3 DUE TO THE LOCATION OF THE
 CU1167'MARK IN RELATION TO THE POWERLINE POLE.  MEASUREMENTS ARE SLOPE
 CU1167'DISTANCE.
 CU1167'
 CU1167'HEIGHT OF LIGHT ABOVE STATION MARK 70 FEET.
 CU1167'
 CU1167'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1167'5 MILES SOUTHWEST OF O DONNELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0115 ***********************************************************************
 CB0115  DESIGNATION -  AKINSON
 CB0115  PID         -  CB0115
 CB0115  STATE/COUNTY-  TX/TOM GREEN
 CB0115  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0115
 CB0115                         *CURRENT SURVEY CONTROL
 CB0115  ___________________________________________________________________
 CB0115* NAD 83(1993)-  31 25 14.96975(N)    100 24 09.69674(W)     ADJUSTED  
 CB0115* NAVD 88     -       574.152  (meters)    1883.70   (feet)  ADJUSTED  
 CB0115  ___________________________________________________________________
 CB0115  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CB0115  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CB0115  DYNAMIC HT  -         573.365 (meters)    1881.12  (feet)  COMP
 CB0115  MODELED GRAV-     979,251.7   (mgal)                       NAVD 88
 CB0115
 CB0115  HORZ ORDER  -  FIRST
 CB0115  VERT ORDER  -  FIRST     CLASS II
 CB0115
 CB0115.The horizontal coordinates were established by classical geodetic methods
 CB0115.and adjusted by the National Geodetic Survey in February 1996..
 CB0115
 CB0115.The orthometric height was determined by differential leveling
 CB0115.and adjusted by the National Geodetic Survey in June 1991..
 CB0115
 CB0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0115
 CB0115.The geoid height was determined by GEOID03.
 CB0115
 CB0115.The dynamic height is computed by dividing the NAVD 88
 CB0115.geopotential number by the normal gravity value computed on the
 CB0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0115.degrees latitude (g = 980.6199 gals.).
 CB0115
 CB0115.The modeled gravity was interpolated from observed gravity values.
 CB0115
 CB0115;                    North         East     Units Scale Factor Converg.
 CB0115;SPC TX C     - 3,194,461.708   693,405.677   MT  0.99990844   -0 02 08.6
 CB0115;SPC TX C     -10,480,496.45  2,274,948.46   sFT  0.99990844   -0 02 08.6
 CB0115;UTM  14      - 3,477,092.328   366,675.912   MT  0.99981924   -0 43 52.9
 CB0115
 CB0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0115!SPC TX C     -   0.99991365  x   0.99990844  =   0.99982210
 CB0115!UTM  14      -   0.99991365  x   0.99981924  =   0.99973291
 CB0115
 CB0115|---------------------------------------------------------------------|
 CB0115| PID    Reference Object                     Distance      Geod. Az  |
 CB0115|                                                           dddmmss.s |
 CB0115| CB0116 AKINSON RM 1                         52.198 METERS 07828     |
 CB0115| CB0114 AKINSON AZ MK                                      1442853.8 |
 CB0115| CB0117 AKINSON RM 2                         42.951 METERS 31621     |
 CB0115| CB0834 AIRWAY BEACON 20                    APPROX.31.9 KM 3534945.0 |
 CB0115|---------------------------------------------------------------------|
 CB0115
 CB0115                          SUPERSEDED SURVEY CONTROL
 CB0115
 CB0115  NAD 83(1986)-  31 25 14.97639(N)    100 24 09.68231(W) AD(       ) 1
 CB0115  NAD 27      -  31 25 14.39500(N)    100 24 08.35500(W) AD(       ) 1
 CB0115  NGVD 29 (07/19/86)  573.98   (m)         1883.1    (f) LEVELING    3  
 CB0115
 CB0115.Superseded values are not recommended for survey control.
 CB0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0115.See file dsdata.txt to determine how the superseded data were derived.
 CB0115
 CB0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6667677092(NAD 83)
 CB0115_MARKER: DS = TRIANGULATION STATION DISK
 CB0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0115_STAMPING: AKINSON 1935
 CB0115_MARK LOGO: CGS   
 CB0115_PROJECTION: PROJECTING 15 CENTIMETERS
 CB0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0115+STABILITY: SURFACE MOTION
 CB0115
 CB0115  HISTORY     - Date     Condition        Report By
 CB0115  HISTORY     - 1935     MONUMENTED       CGS
 CB0115  HISTORY     - 1943     GOOD             CGS
 CB0115  HISTORY     - 1943     GOOD             CGS
 CB0115  HISTORY     - 1945     GOOD             NGS
 CB0115  HISTORY     - 1950     GOOD             CGS
 CB0115  HISTORY     - 1952     GOOD             CGS
 CB0115  HISTORY     - 1961     GOOD             CGS
 CB0115  HISTORY     - 1968     GOOD             CGS
 CB0115  HISTORY     - 1969     GOOD             CGS
 CB0115  HISTORY     - 1981     GOOD             NGS
 CB0115  HISTORY     - 1981     GOOD             NGS
 CB0115  HISTORY     - 19991231 GOOD             USPSQD
 CB0115  HISTORY     - 20030902 GOOD             INDIV
 CB0115
 CB0115                          STATION DESCRIPTION
 CB0115
 CB0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0115'STATION IS LOCATED ABOUT 3-1/2 MILES SE FROM THE CENTER OF
 CB0115'SAN ANGELO, ALONG U.S. HIGHWAY 87, ON PROPERTY OWNED AND OCCUPIED
 CB0115'BY MRS. ELVA AKINSON.  IT IS ABOUT 150 METERS S FROM THE
 CB0115'AKINSON HOUSE (BRICK), 45 METERS SE FROM A HANKS AUTOMATIC
 CB0115'GATE, 21 METERS NE FROM THE HIGHWAY, AND 8.5 METERS NE FROM
 CB0115'A T-FENCE CORNER, PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE
 CB0115'OF THE GROUND.
 CB0115'
 CB0115'UNDERGROUND MARK SET, 15 INCHES BELOW
 CB0115'GROUND.
 CB0115'
 CB0115'REFERENCE MARK 1 IS 52.198 METERS, 171.24 FEET, ENE FROM STATION,
 CB0115'29 METERS SSE FROM WINDMILL, AND 1 FOOT N OF FENCE LINE,
 CB0115'PROJECTING ABOUT 10 INCHES ABOVE THE SURFACE OF THE GROUND.
 CB0115'
 CB0115'REFERENCE MARK 2 IS 42.951 METERS, 140.91 FEET, NW FROM STATION,
 CB0115'16 METERS NE FROM CENTER LINE OF HIGHWAY 87, 2.5 METERS SE
 CB0115'FROM CENTER OF GATE MENTIONED ABOVE, PROJECTING ABOUT 10 INCHES
 CB0115'ABOVE THE SURFACE OF THE GROUND.
 CB0115'
 CB0115'AZIMUTH MARK IS APPROXIMATELY 0.9 MILE SE FROM STATION, 12 METERS
 CB0115'NE FROM THE CENTER LINE OF HIGHWAY 87, AND 4.5 METERS S OF
 CB0115'ROAD LEADING TO HANGAR AT AIRPORT, PROJECTING ABOUT 8 INCHES
 CB0115'ABOVE THE SURFACE OF THE GROUND.
 CB0115'
 CB0115'REACHED FROM THE CENTRAL NATIONAL BANK IN SAN ANGELO BY GOING
 CB0115'S ON COMBINED U.S. HIGHWAYS 277 AND 87 (PAVED) 3.4 MILES TO
 CB0115'THEIR JUNCTION, AND TURN LEFT (E) ON HIGHWAY 87.  PROCEED 1.25
 CB0115'MILES, OR 0.2 MILE BEYOND POINT WHERE HIGHWAY TURNS FROM E TO S,
 CB0115'AND TURN LEFT (NE) INTO GATE (A HANKS AUTOMATIC GATE) TO THE
 CB0115'HOME OF MRS. AKINSON AND STATION.
 CB0115'
 CB0115'HEIGHT OF LIGHT ABOVE STATION MARK-23 METERS.
 CB0115
 CB0115                          STATION RECOVERY (1943)
 CB0115
 CB0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 CB0115'DESCRIPTION ADEQUATE WITH THE EXCEPTION THAT THE HOUSE FORMERLY
 CB0115'OCCUPIED BY MRS. AKINSON IS A STONE HOUSE.  ALL MARKS IN GOOD
 CB0115'CONDITION.
 CB0115
 CB0115                          STATION RECOVERY (1943)
 CB0115
 CB0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0115'THE STATION, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 RECOVERED
 CB0115'AS DESCRIBED AND FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 CB0115'SUBMITTED BY LIEUT. C.I. ASLAKSON IN 1935 ADEQUATE.
 CB0115'
 CB0115'OBSERVATIONS MADE FROM A 37-FOOT TOWER.
 CB0115
 CB0115                          STATION RECOVERY (1945)
 CB0115
 CB0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 CB0115'4.6 MI SE FROM SAN ANGELO.
 CB0115'REACHED FROM THE CENTRAL NATIONAL BANK IN SAN ANGELO BY GOING SOUTH
 CB0115'AND EAST ALONG U.S. HIGHWAY 277 AND 87 (PAVED) 3.4 MILES TO THEIR
 CB0115'JUNCTION, TURN LEFT (EAST) ON U.S. HIGHWAY 87 1.25 MILES, OR 0.2 MILE
 CB0115'BEYOND POINT WHERE HIGHWAY TURNS FROM EAST TO SOUTH, 450 FEET SOUTH OF
 CB0115'THE AKINSON HOUSE, 135 FEET SOUTHEAST OF IRON GATE, 65 FEET NORTHEAST
 CB0115'OF CENTER LINE OF HIGHWAY, 10 INCHES ABOVE THE GROUND, 3 FEET
 CB0115'SOUTHEAST OF 4X4 WITNESS POST.
 CB0115
 CB0115                          STATION RECOVERY (1950)
 CB0115
 CB0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 CB0115'STATION RECOVERED AS DESCRIBED.  R.M.S 1 AND 2 AND AZIMUTH MARK
 CB0115'RECOVERED AS DESCRIBED.  HIGHWAY BILLBOARD NOW OBSTRUCTS THE
 CB0115'LINE OF SIGHT BETWEEN AZIMUTH MARK AND STATION.
 CB0115
 CB0115                          STATION RECOVERY (1952)
 CB0115
 CB0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 CB0115'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 CB0115'THE 1935 DESCRIPTION IS ADEQUATE.  AZIMUTH MARK WAS NOT SEARCHED
 CB0115'FOR.
 CB0115
 CB0115                          STATION RECOVERY (1961)
 CB0115
 CB0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 CB0115'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 CB0115'THE ORIGINAL TO REACH PROVED TO BE ADEQUATE.
 CB0115
 CB0115                          STATION RECOVERY (1968)
 CB0115
 CB0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CB0115'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2, AND AZIMUTH
 CB0115'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 CB0115'ORIGINAL DESCRIPTION.  ADDITIONAL MEASUREMENTS WERE MADE AT
 CB0115'AZIMUTH MARK AS FOLLOWS--TO REACH AZIMUTH MARK FROM THE STATION,
 CB0115'GO SOUTH ON U.S. HIGHWAY 87 FOR 0.2 MILE TO JUNCTION OF STATE
 CB0115'HIGHWAY 765, CONTINUE ON HIGHWAY 87 FOR 0.7 MILE TO MARK ON THE
 CB0115'LEFT.  IT IS 52 FEET EAST OF THE CENTER LINE OF HIGHWAY,
 CB0115'25 FEET SOUTH OF THE CENTER OF A LANE ROAD LEADING EAST, AT
 CB0115'TEXAS HIGHWAY DEPARTMENT STATION 120, AND 1 FOOT SOUTHEAST
 CB0115'OF A CORNER FENCE POST.  A STANDARD REFERENCE MARK DISK SET
 CB0115'IN A CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 CB0115'
 CB0115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 CB0115'SOUTHEAST
 CB0115
 CB0115                          STATION RECOVERY (1969)
 CB0115
 CB0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CB0115'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CB0115'CONDITION.  THE HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION IS IN
 CB0115'RUINS AND THE WINDMILL IS NO LONGER AT THE STATION SITE.  THE
 CB0115'AREA SURROUNDING THE STATION HAS GROWN UP IN BRUSH AND MESQUETE
 CB0115'AND CONSIDERABLE CLEARING IS NECESSARY TO MAKE REFERENCE MARKS
 CB0115'AND AZIMUTH MARK VISIBLE FROM STATION.  A METAL WITNESS POST
 CB0115'WAS SET 1 FOOT NORTH OF THE STATION MARK AND 1 FOOT SOUTHEAST
 CB0115'OF THE AZIMUTH MARK.  AZIMUTH MARK IS NOW IN A FENCE CORNER,
 CB0115'52 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 52, 23
 CB0115'FEET SOUTHEAST OF A DIRT ROAD AND 20 FEET NORTHWEST OF A
 CB0115'UTILITY POLE.
 CB0115'
 CB0115'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 CB0115'
 CB0115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MI.
 CB0115'SE OF SAN ANGELO
 CB0115
 CB0115                          STATION RECOVERY (1981)
 CB0115
 CB0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CB0115'THE STATION, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE RECOVERED
 CB0115'AS DESCRIBED IN 1935, REFERENCE MARK NO 1 WAS NOT RECOVERED.
 CB0115
 CB0115                          STATION RECOVERY (1981)
 CB0115
 CB0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0115'3.7 KM (2.3 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET FROM THE
 CB0115'ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE
 CB0115'2.2 KM (1.4 MI) SOUTHEASTERLY ALONG FARM ROAD 1223 (SAN ANTONIO
 CB0115'HIGHWAY), 0.4 KM (0.25 MI) NORTHWEST OF THE JUNCTION OF FARM ROAD 765,
 CB0115'43.6 METERS (143.0 FT) SOUTHEAST OF THE SOUTH IRON POST OF A GATE,
 CB0115'20.0 METERS (65.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.6
 CB0115'METERS (41.3 FT) SOUTHEAST OF A UTILITY POLE BY A TELEPHONE JUNCTION
 CB0115'BOX AND 7.2 METERS (23.6 FT) NORTHEAST OF A FENCE.
 CB0115'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 CB0115'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CB0115
 CB0115                          STATION RECOVERY (1999)
 CB0115
 CB0115'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0115'RECOVERED IN GOOD CONDITION.
 CB0115
 CB0115                          STATION RECOVERY (2003)
 CB0115
 CB0115'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CB0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0114 ***********************************************************************
 CB0114  DESIGNATION -  AKINSON AZ MK
 CB0114  PID         -  CB0114
 CB0114  STATE/COUNTY-  TX/TOM GREEN
 CB0114  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0114
 CB0114                         *CURRENT SURVEY CONTROL
 CB0114  ___________________________________________________________________
 CB0114* NAD 83(1986)-  31 24 36.     (N)    100 23 36.     (W)     SCALED    
 CB0114* NAVD 88     -       567.997  (meters)    1863.50   (feet)  ADJUSTED  
 CB0114  ___________________________________________________________________
 CB0114  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CB0114  DYNAMIC HT  -         567.218 (meters)    1860.95  (feet)  COMP
 CB0114  MODELED GRAV-     979,250.4   (mgal)                       NAVD 88
 CB0114
 CB0114  VERT ORDER  -  FIRST     CLASS II
 CB0114
 CB0114.The horizontal coordinates were scaled from a topographic map and have
 CB0114.an estimated accuracy of +/- 6 seconds.
 CB0114
 CB0114.The orthometric height was determined by differential leveling
 CB0114.and adjusted by the National Geodetic Survey in June 1991..
 CB0114
 CB0114.The geoid height was determined by GEOID03.
 CB0114
 CB0114.The dynamic height is computed by dividing the NAVD 88
 CB0114.geopotential number by the normal gravity value computed on the
 CB0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0114.degrees latitude (g = 980.6199 gals.).
 CB0114
 CB0114.The modeled gravity was interpolated from observed gravity values.
 CB0114
 CB0114;                    North         East    Units  Estimated Accuracy
 CB0114;SPC TX C     - 3,193,260.      694,300.      MT  (+/- 180 meters Scaled)
 CB0114
 CB0114                          SUPERSEDED SURVEY CONTROL
 CB0114
 CB0114.No superseded survey control is available for this station.
 CB0114
 CB0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV675758(NAD 83)
 CB0114_MARKER: DZ = AZIMUTH MARK DISK
 CB0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0114_STAMPING: AKINSON 1935
 CB0114_MARK LOGO: CGS   
 CB0114_PROJECTION: PROJECTING 5 CENTIMETERS
 CB0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0114+STABILITY: SURFACE MOTION
 CB0114
 CB0114  HISTORY     - Date     Condition        Report By
 CB0114  HISTORY     - 1935     MONUMENTED       CGS
 CB0114  HISTORY     - 1945     GOOD             NGS
 CB0114  HISTORY     - 1981     GOOD             NGS
 CB0114  HISTORY     - 20030902 GOOD             INDIV
 CB0114
 CB0114                          STATION DESCRIPTION
 CB0114
 CB0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CB0114'5.5 MI SE FROM SAN ANGELO.
 CB0114'REACHED FROM THE CENTRAL NATIONAL BANK AT SAN ANGELO BY GOING SOUTH
 CB0114'AND EAST ALONG U.S. HIGHWAY 277 AND 87, 3.4 MILE TO THEIR JUNCTION,
 CB0114'TURN LEFT (EAST) ON U.S. HIGHWAY 87, 1.05 MILES WHERE HIGHWAY TURNS
 CB0114'FROM EAST TO SOUTH, CONTINUE ON HIGHWAY 1.1 MILES TO AZIMUTH MARK, 0.9
 CB0114'MILE SOUTHEAST OF AKINSON TRIANGULATION STATION, 42 FEET NORTHEAST OF
 CB0114'CENTER LINE OF HIGHWAY, 10 INCHES ABOVE THE GROUND.
 CB0114
 CB0114                          STATION RECOVERY (1981)
 CB0114
 CB0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0114'3.7 KM (2.3 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET FROM THE
 CB0114'ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE
 CB0114'3.7 KM (2.3 MI) SOUTHEASTERLY ALONG FARM ROAD 1223 (SAN ANTONIO
 CB0114'HIGHWAY), 1.1 KM (0.7 MI) SOUTHEAST OF THE JUNCTION OF FARM ROAD 765,
 CB0114'55.8 METERS (183.1 FT) NORTH OF THE CENTER OF THE ENTRANCE ROAD TO THE
 CB0114'LAWNHAVEN MEMORIAL GARDENS CEMETERY, 15.7 METERS (51.5 FT) NORTHEAST
 CB0114'OF THE CENTERLINE OF THE HIGHWAY, 8.0 METERS (26.2 FT) SOUTH-SOUTHEAST
 CB0114'OF THE CENTER OF A GRAVEL ROAD LEADING EAST, 6.6 METERS (21.7 FT)
 CB0114'NORTH-NORTHEAST OF UTILITY POLE NUMBER 10500-86 AND 0.9 METER (3.0 FT)
 CB0114'NORTH-NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER.
 CB0114'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 CB0114'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CB0114
 CB0114                          STATION RECOVERY (2003)
 CB0114
 CB0114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CB0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0116 ***********************************************************************
 CB0116  DESIGNATION -  AKINSON RM 1
 CB0116  PID         -  CB0116
 CB0116  STATE/COUNTY-  TX/TOM GREEN
 CB0116  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0116
 CB0116                         *CURRENT SURVEY CONTROL
 CB0116  ___________________________________________________________________
 CB0116* NAD 83(1986)-  31 25 15.     (N)    100 24 09.     (W)     SCALED    
 CB0116* NAVD 88     -       574.089  (meters)    1883.49   (feet)  POSTED    
 CB0116  ___________________________________________________________________
 CB0116  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CB0116  DYNAMIC HT  -         573.300 (meters)    1880.90  (feet)  COMP
 CB0116  MODELED GRAV-     979,251.7   (mgal)                       NAVD 88
 CB0116
 CB0116  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CB0116
 CB0116.The horizontal coordinates were scaled from a topographic map and have
 CB0116.an estimated accuracy of +/- 6 seconds.
 CB0116
 CB0116.The orthometric height was determined by differential leveling
 CB0116.and adjusted by the National Geodetic Survey in 1992..
 CB0116.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CB0116.rate of 3.1 thru 4.0 mm/km.
 CB0116
 CB0116.The geoid height was determined by GEOID03.
 CB0116
 CB0116.The dynamic height is computed by dividing the NAVD 88
 CB0116.geopotential number by the normal gravity value computed on the
 CB0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0116.degrees latitude (g = 980.6199 gals.).
 CB0116
 CB0116.The modeled gravity was interpolated from observed gravity values.
 CB0116
 CB0116;                    North         East    Units  Estimated Accuracy
 CB0116;SPC TX C     - 3,194,460.      693,420.      MT  (+/- 180 meters Scaled)
 CB0116
 CB0116                          SUPERSEDED SURVEY CONTROL
 CB0116
 CB0116  NGVD 29 (??/??/92)  573.912  (m)         1882.91   (f) ADJ UNCH    1 2
 CB0116
 CB0116.Superseded values are not recommended for survey control.
 CB0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0116.See file dsdata.txt to determine how the superseded data were derived.
 CB0116
 CB0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV666770(NAD 83)
 CB0116_MARKER: DR = REFERENCE MARK DISK
 CB0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0116_STAMPING: AKINSON NO. 1 1935
 CB0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0116+STABILITY: SURFACE MOTION
 CB0116
 CB0116  HISTORY     - Date     Condition        Report By
 CB0116  HISTORY     - 1935     MONUMENTED       CGS
 CB0116  HISTORY     - 1945     GOOD             NGS
 CB0116  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0116  HISTORY     - 19991231 GOOD             USPSQD
 CB0116
 CB0116                          STATION DESCRIPTION
 CB0116
 CB0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CB0116'4.6 MI SE FROM SAN ANGELO.
 CB0116'REACHED FROM THE CENTRAL NATIONAL BANK AT SAN ANGELO BY GOING SOUTH
 CB0116'AND EAST ALONG U.S. HIGHWAY 277 AND 87, 3.4 MILES TO THEIR JUNCTION,
 CB0116'TURN LEFT (EAST) ON U.S. HIGHWAY 87, 1.25 MILES OR 0.2 MILE BEYOND
 CB0116'POINT WHERE HIGHWAY TURNS FROM EAST TO SOUTH, AKINSON TRIANGULATION
 CB0116'SITE, 171 FEET EAST-NORTHEAST OF STATION, 10 INCHES ABOVE THE GROUND.
 CB0116
 CB0116                          STATION RECOVERY (1981)
 CB0116
 CB0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0116'MARK NOT FOUND.
 CB0116
 CB0116                          STATION RECOVERY (1999)
 CB0116
 CB0116'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0117 ***********************************************************************
 CB0117  DESIGNATION -  AKINSON RM 2
 CB0117  PID         -  CB0117
 CB0117  STATE/COUNTY-  TX/TOM GREEN
 CB0117  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0117
 CB0117                         *CURRENT SURVEY CONTROL
 CB0117  ___________________________________________________________________
 CB0117* NAD 83(1986)-  31 25 15.     (N)    100 24 09.     (W)     SCALED    
 CB0117* NAVD 88     -       574.599  (meters)    1885.16   (feet)  ADJUSTED  
 CB0117  ___________________________________________________________________
 CB0117  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CB0117  DYNAMIC HT  -         573.811 (meters)    1882.58  (feet)  COMP
 CB0117  MODELED GRAV-     979,251.7   (mgal)                       NAVD 88
 CB0117
 CB0117  VERT ORDER  -  FIRST     CLASS II
 CB0117
 CB0117.The horizontal coordinates were scaled from a topographic map and have
 CB0117.an estimated accuracy of +/- 6 seconds.
 CB0117
 CB0117.The orthometric height was determined by differential leveling
 CB0117.and adjusted by the National Geodetic Survey in June 1991..
 CB0117
 CB0117.The geoid height was determined by GEOID03.
 CB0117
 CB0117.The dynamic height is computed by dividing the NAVD 88
 CB0117.geopotential number by the normal gravity value computed on the
 CB0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0117.degrees latitude (g = 980.6199 gals.).
 CB0117
 CB0117.The modeled gravity was interpolated from observed gravity values.
 CB0117
 CB0117;                    North         East    Units  Estimated Accuracy
 CB0117;SPC TX C     - 3,194,460.      693,420.      MT  (+/- 180 meters Scaled)
 CB0117
 CB0117                          SUPERSEDED SURVEY CONTROL
 CB0117
 CB0117.No superseded survey control is available for this station.
 CB0117
 CB0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV666770(NAD 83)
 CB0117_MARKER: DR = REFERENCE MARK DISK
 CB0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0117_STAMPING: AKINSON NO. 2 1935
 CB0117_MARK LOGO: CGS   
 CB0117_PROJECTION: PROJECTING 25 CENTIMETERS
 CB0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0117+STABILITY: SURFACE MOTION
 CB0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0117+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2003
 CB0117
 CB0117  HISTORY     - Date     Condition        Report By
 CB0117  HISTORY     - 1935     MONUMENTED       CGS
 CB0117  HISTORY     - 1945     GOOD             NGS
 CB0117  HISTORY     - 1981     GOOD             NGS
 CB0117  HISTORY     - 19991231 GOOD             USPSQD
 CB0117  HISTORY     - 20030902 GOOD             INDIV
 CB0117
 CB0117                          STATION DESCRIPTION
 CB0117
 CB0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CB0117'4.6 MI SE FROM SAN ANGELO.
 CB0117'REACHED FROM THE CENTRAL NATIONAL BANK IN SAN ANGELO BY GOING SOUTH
 CB0117'AND EAST ALONG U.S. HGIHWAY 277 AND 87, 3.4 MILES TO THEIR JUNCTION,
 CB0117'TURN LEFT (EAST) ON U.S. HIGHWAY 87, 1.25 MILES OR 0.2 MILE BEYOND
 CB0117'POINT WHERE HIGHWAY TURNS FROM EAST TO SOUTH, 140 FEET NORTHWEST OF
 CB0117'AKINSON TRIANGULATION STATION, 52.5 FEET NORTH EAST OF CENTER LINE OF
 CB0117'HIGHWAY, 8 FEET SOUTHEAST OF CENTER OF IRON GATE, 10 INCHES ABOVE THE
 CB0117'GROUND.
 CB0117
 CB0117                          STATION RECOVERY (1981)
 CB0117
 CB0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0117'3.7 KM (2.3 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET FROM THE
 CB0117'ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE
 CB0117'2.2 KM (1.4 MI) SOUTHEASTERLY ALONG FARM ROAD 1223 (SAN ANTONIO
 CB0117'HIGHWAY), 0.4 KM (0.25 MI) NORTHWEST OF THE JUNCTION OF FARM ROAD 765,
 CB0117'42.7 METERS (140.1 FT) NORTHWEST OF THE STATION MARK, 18.4 METERS
 CB0117'(60.4 FT) NORTH-NORTHWEST OF A UTILITY POLE BY A TELEPHONE JUNCTION
 CB0117'BOX, 16.0 METERS (52.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CB0117'1.4 METERS (4.5 FT) SOUTHEAST OF THE SOUTH IRON POST OF A GATE AND 0.6
 CB0117'METER (2.0 FT) NORTHEAST OF A FENCE.
 CB0117'THE MARK IS 41.8 METERS  NW FROM A WITNESS POST.
 CB0117'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CB0117
 CB0117                          STATION RECOVERY (1999)
 CB0117
 CB0117'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0117'RECOVERED IN GOOD CONDITION.
 CB0117
 CB0117                          STATION RECOVERY (2003)
 CB0117
 CB0117'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CB0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0776 ***********************************************************************
 BL0776  DESIGNATION -  AL
 BL0776  PID         -  BL0776
 BL0776  STATE/COUNTY-  TX/TRINITY
 BL0776  USGS QUAD   -  TRINITY EAST (1972)
 BL0776
 BL0776                         *CURRENT SURVEY CONTROL
 BL0776  ___________________________________________________________________
 BL0776* NAD 83(1986)-  30 56 16.     (N)    095 22 21.     (W)     SCALED    
 BL0776* NAVD 88     -        67.25   (+/-2cm)     220.6    (feet)  VERTCON   
 BL0776  ___________________________________________________________________
 BL0776  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0776
 BL0776  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0776
 BL0776.The horizontal coordinates were scaled from a topographic map and have
 BL0776.an estimated accuracy of +/- 6 seconds.
 BL0776
 BL0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0776.The vertical order pertains to the NGVD 29 superseded value.
 BL0776
 BL0776.The geoid height was determined by GEOID03.
 BL0776
 BL0776;                    North         East    Units  Estimated Accuracy
 BL0776;SPC TX C     - 3,151,480.    1,173,880.      MT  (+/- 180 meters Scaled)
 BL0776
 BL0776                          SUPERSEDED SURVEY CONTROL
 BL0776
 BL0776  NGVD 29 (??/??/92)   67.255  (m)          220.65   (f) ADJ UNCH    1 2
 BL0776
 BL0776.Superseded values are not recommended for survey control.
 BL0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0776.See file dsdata.txt to determine how the superseded data were derived.
 BL0776
 BL0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ733251(NAD 83)
 BL0776_MARKER: N = NAIL
 BL0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0776_SP_SET: OAK TREE
 BL0776_STAMPING: A L
 BL0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0776
 BL0776  HISTORY     - Date     Condition        Report By
 BL0776  HISTORY     - UNK      MONUMENTED       CGS
 BL0776  HISTORY     - 1960     GOOD             NGS
 BL0776  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0776
 BL0776                          STATION DESCRIPTION
 BL0776
 BL0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0776'0.55 MI S FROM TRINITY.
 BL0776'ABOUT 0.55 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0776'STATION AT TRINITY, 1 POLE SOUTH OF MILEPOST 65/10, 65 1/2 FEET EAST
 BL0776'OF THE EAST RAIL, 71 FEET SOUTH OF THE EXTENDED CENTER LINE OF A
 BL0776'PRIVATE DRIVEWAY LEADING EAST TO A FARMHOUSE WHICH IN ON THE CREST OF
 BL0776'A HILL, 19 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, ABOUT 1 1/2
 BL0776'FEET BELOW THE LEVEL OF THE TRACK AND IN THE WEST ROOT OF A 22-INCH
 BL0776'OAK TREE WHICH IS THE MORE SOUTHERLY OF TWO TREES.
 BL0776
 BL0776                          STATION RECOVERY (1996)
 BL0776
 BL0776'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6567 ***********************************************************************
 AW6567  DESIGNATION -  ALAMEDA SW TEL SOUND DERRICK
 AW6567  PID         -  AW6567
 AW6567  STATE/COUNTY-  TX/HARRIS
 AW6567  USGS QUAD   -  ALMEDA (1995)
 AW6567
 AW6567                         *CURRENT SURVEY CONTROL
 AW6567  ___________________________________________________________________
 AW6567* NAD 83(1993)-  29 35 50.47670(N)    095 24 45.90118(W)     ADJUSTED  
 AW6567* NAVD 88     -                                                        
 AW6567  ___________________________________________________________________
 AW6567  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6567  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6567
 AW6567  HORZ ORDER  -  THIRD
 AW6567
 AW6567.The horizontal coordinates were established by classical geodetic methods
 AW6567.and adjusted by the National Geodetic Survey in February 1996..
 AW6567
 AW6567
 AW6567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6567
 AW6567.The geoid height was determined by GEOID03.
 AW6567
 AW6567;                    North         East     Units Scale Factor Converg.
 AW6567;SPC TXSC     - 4,200,829.218   947,410.704   MT  0.99987369   +1 45 26.8
 AW6567;SPC TXSC     -13,782,220.53  3,108,296.62   sFT  0.99987369   +1 45 26.8
 AW6567;UTM  15      - 3,276,601.278   266,326.534   MT  1.00027378   -1 11 31.9
 AW6567
 AW6567                          SUPERSEDED SURVEY CONTROL
 AW6567
 AW6567  NAD 83(1986)-  29 35 50.49052(N)    095 24 45.88173(W) AD(       ) 4
 AW6567  NAD 27      -  29 35 49.65178(N)    095 24 45.09603(W) AD(       ) 3
 AW6567
 AW6567.Superseded values are not recommended for survey control.
 AW6567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6567.See file dsdata.txt to determine how the superseded data were derived.
 AW6567
 AW6567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6632776601(NAD 83)
 AW6567
 AW6567  HISTORY     - Date     Condition        Report By
 AW6567  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6567  HISTORY     - 20040326 GOOD             USPSQD
 AW6567
 AW6567                          STATION DESCRIPTION
 AW6567
 AW6567'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6567'THE STATION IS LOCATED ABOUT 0.3 MILE EAST OF ALAMEDA, 0.15
 AW6567'MILE SOUTH OF FELLOWS ROAD AND 150 FEET EAST OF EAST AVENUE.
 AW6567'IT IS A 4 LEGGED STEEL DERRICK WITH A SMALL FORKED ANTENNA
 AW6567'ON TOP AND HAS AN OVERALL HEIGHT OF 75 FEET.
 AW6567'
 AW6567'THE POINT OBSERVED WAS THE BASE OF THE SMALL ANTENNA ATOP
 AW6567'THE DERRICK.
 AW6567'
 AW6567'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE ALAMEDA
 AW6567'PUBLIC SCHOOL GROUNDS, GO EAST ON FELLOWS ROAD FOR 0.3 MILE
 AW6567'TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON EAST AVENUE FOR
 AW6567'0.15 MILE TO STATION ON LEFT AS DESCRIBED.
 AW6567
 AW6567                          STATION RECOVERY (2004)
 AW6567
 AW6567'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0113 ***********************************************************************
 BB0113  DESIGNATION -  ALAMITO
 BB0113  PID         -  BB0113
 BB0113  STATE/COUNTY-  TX/PRESIDIO
 BB0113  USGS QUAD   -  PLATA NE (1983)
 BB0113
 BB0113                         *CURRENT SURVEY CONTROL
 BB0113  ___________________________________________________________________
 BB0113* NAD 83(1993)-  29 53 37.14387(N)    104 01 42.55562(W)     ADJUSTED  
 BB0113* NAVD 88     -      1184.060  (meters)    3884.70   (feet)  ADJUSTED  
 BB0113  ___________________________________________________________________
 BB0113  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 BB0113  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 BB0113  DYNAMIC HT  -        1182.103 (meters)    3878.28  (feet)  COMP
 BB0113  MODELED GRAV-     978,948.9   (mgal)                       NAVD 88
 BB0113
 BB0113  HORZ ORDER  -  SECOND
 BB0113  VERT ORDER  -  SECOND    CLASS 0
 BB0113
 BB0113.The horizontal coordinates were established by classical geodetic methods
 BB0113.and adjusted by the National Geodetic Survey in February 1996..
 BB0113
 BB0113.The orthometric height was determined by differential leveling
 BB0113.and adjusted by the National Geodetic Survey in June 1991..
 BB0113
 BB0113.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0113
 BB0113.The geoid height was determined by GEOID03.
 BB0113
 BB0113.The dynamic height is computed by dividing the NAVD 88
 BB0113.geopotential number by the normal gravity value computed on the
 BB0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0113.degrees latitude (g = 980.6199 gals.).
 BB0113
 BB0113.The modeled gravity was interpolated from observed gravity values.
 BB0113
 BB0113;                    North         East     Units Scale Factor Converg.
 BB0113;SPC TXSC     - 4,238,780.113   114,496.463   MT  0.99991065   -2 27 48.7
 BB0113;SPC TXSC     -13,906,731.09    375,643.81   sFT  0.99991065   -2 27 48.7
 BB0113;UTM  13      - 3,307,397.500   593,802.141   MT  0.99970856   +0 29 03.2
 BB0113
 BB0113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0113!SPC TXSC     -   0.99981752  x   0.99991065  =   0.99972818
 BB0113!UTM  13      -   0.99981752  x   0.99970856  =   0.99952613
 BB0113
 BB0113|---------------------------------------------------------------------|
 BB0113| PID    Reference Object                     Distance      Geod. Az  |
 BB0113|                                                           dddmmss.s |
 BB0113| BB0114 ALAMITO RM 1                         10.270 METERS 04301     |
 BB0113| BB0115 ALAMITO RM 2                         10.232 METERS 13623     |
 BB0113| BB0116 ALAMITO AZ MK                                      3363922.0 |
 BB0113|---------------------------------------------------------------------|
 BB0113
 BB0113                          SUPERSEDED SURVEY CONTROL
 BB0113
 BB0113  NAD 83(1986)-  29 53 37.13796(N)    104 01 42.55212(W) AD(       ) 2
 BB0113  NAD 27      -  29 53 36.51700(N)    104 01 40.86400(W) AD(       ) 2
 BB0113  NGVD 29 (??/??/92) 1183.656  (m)         3883.38   (f) ADJ UNCH    2 0
 BB0113
 BB0113.Superseded values are not recommended for survey control.
 BB0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0113.See file dsdata.txt to determine how the superseded data were derived.
 BB0113
 BB0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9380207397(NAD 83)
 BB0113_MARKER: DS = TRIANGULATION STATION DISK
 BB0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0113_STAMPING: ALAMITO 1942
 BB0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0113+STABILITY: SURFACE MOTION
 BB0113
 BB0113  HISTORY     - Date     Condition        Report By
 BB0113  HISTORY     - 1942     MONUMENTED       CGS
 BB0113  HISTORY     - 1958     GOOD             NGS
 BB0113  HISTORY     - 1972     GOOD             ARCO
 BB0113
 BB0113                          STATION DESCRIPTION
 BB0113
 BB0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BB0113'STATION IS LOCATED 29 MILES, AIR LINE, S OF MARFA, 32 MILES
 BB0113'NE OF PRESIDIO, 2 MILES NW OF THE PLATO MAINTENANCE STATION
 BB0113'OF THE SANTA FE RALROAD, AND 1 MILE W OF THE ALAMITO CREEK
 BB0113'ROAD, ON THE CREST OF A LOW HILL WHICH IS VERY LITTLE HIGHER
 BB0113'THAN THE OTHER UNDULATIONS OF THE VALLEY BOTTOM.
 BB0113'
 BB0113'SURFACE MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 BB0113'10-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 BB0113'ABOVE THE GROUND.  IT IS 47.3 FEET E OF THE CENTER LINE OF THE
 BB0113'GRADED DIRT ROAD AND 8.48 FEET NW OF A 4-INCH SQUARE WHITE MARKER
 BB0113'POST.  IT IS STAMPED ALAMITO 1942.
 BB0113'
 BB0113'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BB0113'
 BB0113'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 BB0113'TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES
 BB0113'ABOVE THE GROUND.  IT IS STAMPED ALAMITO NO. 1 1942.
 BB0113'
 BB0113'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN
 BB0113'A DRILL HOLE IN BEDROCK WHICH PROJECTS 6 INCHES ABOVE THE
 BB0113'GROUND.  IT IS STAMPED ALAMITO NO. 2 1942.
 BB0113'
 BB0113'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 BB0113'10-INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BB0113'THE GROUND.  IT IS 27.2 FEET E OF THE CENTER LINE OF THE
 BB0113'GRADED DIRT ROAD AND 3.9 FEET W OF A FENCE CORNER.  IT IS
 BB0113'STAMPED ALAMITO 1942.
 BB0113'
 BB0113'REACHED FROM MARFA BY GOING S FROM THE POST OFFICE FOR 7.0
 BB0113'MILES ON THE PRESIDIO HIGHWAY, THENCE TURN LEFT ON A GRADED
 BB0113'DIRT ROAD (ALAMITO CREEK ROAD) AND GO SSE AND S FOR 22.5 MILES
 BB0113'TO A FORKS AT A SIGN ON THE RIGHT (ALAMITO FORD), THENCE LEFT
 BB0113'FORK AND CONTINUE S ON THE MAIN-TRAVELED ROAD FOR 1.6 MILES TO
 BB0113'THE CREST OF THE LOW HILL AND STATION ON THE LEFT.
 BB0113
 BB0113                          STATION RECOVERY (1958)
 BB0113
 BB0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0113'2.05 MI NW FROM PLATA.
 BB0113'ABOUT 2.05 MILES NORTHWEST ALONG FARM ROAD 169 FROM THE RAILROAD
 BB0113'SECTION FOREMANS HOUSE AT PLATA, 80 FEET NORTHEAST OF THE CENTER LINE
 BB0113'OF THE ROAD, ON THE CREST OF A LOW FLAT HILL, ABOUT 0.2 MILE SOUTHEAST
 BB0113'OF A SMALL GRAVEL PIT AT THE SOUTHEAST EDGE OF A FLAT, 33 1/2 FEET
 BB0113'NORTHWEST OF ALAMITO R.M. 2, 33 1/2 FEET SOUTHWEST OF ALAMITO R. M. 1,
 BB0113'8 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF
 BB0113'A CONCRETE POST PROJECTING 5 INCHES.
 BB0113
 BB0113                          STATION RECOVERY (1972)
 BB0113
 BB0113'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1972 (OWC)
 BB0113'ALAMITO - GOOD
 BB0113'
 BB0113'ALAMITO NO. 1 - GOOD
 BB0113'
 BB0113'ALAMITO NO. 2 - GOOD
 BB0113'
 BB0113'ALAMITO 1942 (AZIMUTH) - GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0116 ***********************************************************************
 BB0116  DESIGNATION -  ALAMITO AZ MK
 BB0116  PID         -  BB0116
 BB0116  STATE/COUNTY-  TX/PRESIDIO
 BB0116  USGS QUAD   -  PLATA NE (1983)
 BB0116
 BB0116                         *CURRENT SURVEY CONTROL
 BB0116  ___________________________________________________________________
 BB0116* NAD 83(1986)-  29 53 57.     (N)    104 01 52.     (W)     SCALED    
 BB0116* NAVD 88     -      1178.090  (meters)    3865.12   (feet)  ADJUSTED  
 BB0116  ___________________________________________________________________
 BB0116  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 BB0116  DYNAMIC HT  -        1176.141 (meters)    3858.72  (feet)  COMP
 BB0116  MODELED GRAV-     978,947.6   (mgal)                       NAVD 88
 BB0116
 BB0116  VERT ORDER  -  SECOND    CLASS 0
 BB0116
 BB0116.The horizontal coordinates were scaled from a topographic map and have
 BB0116.an estimated accuracy of +/- 6 seconds.
 BB0116
 BB0116.The orthometric height was determined by differential leveling
 BB0116.and adjusted by the National Geodetic Survey in June 1991..
 BB0116
 BB0116.The geoid height was determined by GEOID03.
 BB0116
 BB0116.The dynamic height is computed by dividing the NAVD 88
 BB0116.geopotential number by the normal gravity value computed on the
 BB0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0116.degrees latitude (g = 980.6199 gals.).
 BB0116
 BB0116.The modeled gravity was interpolated from observed gravity values.
 BB0116
 BB0116;                    North         East    Units  Estimated Accuracy
 BB0116;SPC TXSC     - 4,239,400.      114,270.      MT  (+/- 180 meters Scaled)
 BB0116
 BB0116                          SUPERSEDED SURVEY CONTROL
 BB0116
 BB0116  NGVD 29 (??/??/92) 1177.683  (m)         3863.78   (f) ADJ UNCH    2 0
 BB0116
 BB0116.Superseded values are not recommended for survey control.
 BB0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0116.See file dsdata.txt to determine how the superseded data were derived.
 BB0116
 BB0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP935080(NAD 83)
 BB0116_MARKER: DZ = AZIMUTH MARK DISK
 BB0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0116_STAMPING: ALAMITO 1942
 BB0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0116+STABILITY: SURFACE MOTION
 BB0116
 BB0116  HISTORY     - Date     Condition        Report By
 BB0116  HISTORY     - 1942     MONUMENTED       CGS
 BB0116  HISTORY     - 1958     GOOD             NGS
 BB0116
 BB0116                          STATION DESCRIPTION
 BB0116
 BB0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0116'2.45 MI NW FROM PLATA.
 BB0116'ABOUT 2.45 MILES NORTHWEST ALONG FARM ROAD 169 FROM THE RAILROAD
 BB0116'SECTION FOREMANS HOUSE AT PLATA, 52 FEET NORTHEAST OF THE CENTER LINE
 BB0116'OF THE ROAD, ABOUT 0.2 MILE NORTHWEST OF THE BASE OF A HILL AT THE
 BB0116'SOUTHEAST EDGE OF A FLAT, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN
 BB0116'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0114 ***********************************************************************
 BB0114  DESIGNATION -  ALAMITO RM 1
 BB0114  PID         -  BB0114
 BB0114  STATE/COUNTY-  TX/PRESIDIO
 BB0114  USGS QUAD   -  PLATA NE (1983)
 BB0114
 BB0114                         *CURRENT SURVEY CONTROL
 BB0114  ___________________________________________________________________
 BB0114* NAD 83(1986)-  29 53 37.     (N)    104 01 42.     (W)     SCALED    
 BB0114* NAVD 88     -      1184.297  (meters)    3885.48   (feet)  ADJUSTED  
 BB0114  ___________________________________________________________________
 BB0114  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 BB0114  DYNAMIC HT  -        1182.340 (meters)    3879.06  (feet)  COMP
 BB0114  MODELED GRAV-     978,948.9   (mgal)                       NAVD 88
 BB0114
 BB0114  VERT ORDER  -  SECOND    CLASS 0
 BB0114
 BB0114.The horizontal coordinates were scaled from a topographic map and have
 BB0114.an estimated accuracy of +/- 6 seconds.
 BB0114
 BB0114.The orthometric height was determined by differential leveling
 BB0114.and adjusted by the National Geodetic Survey in June 1991..
 BB0114
 BB0114.The geoid height was determined by GEOID03.
 BB0114
 BB0114.The dynamic height is computed by dividing the NAVD 88
 BB0114.geopotential number by the normal gravity value computed on the
 BB0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0114.degrees latitude (g = 980.6199 gals.).
 BB0114
 BB0114.The modeled gravity was interpolated from observed gravity values.
 BB0114
 BB0114;                    North         East    Units  Estimated Accuracy
 BB0114;SPC TXSC     - 4,238,780.      114,510.      MT  (+/- 180 meters Scaled)
 BB0114
 BB0114                          SUPERSEDED SURVEY CONTROL
 BB0114
 BB0114  NGVD 29 (??/??/92) 1183.893  (m)         3884.16   (f) ADJ UNCH    2 0
 BB0114
 BB0114.Superseded values are not recommended for survey control.
 BB0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0114.See file dsdata.txt to determine how the superseded data were derived.
 BB0114
 BB0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP938073(NAD 83)
 BB0114_MARKER: DR = REFERENCE MARK DISK
 BB0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0114_STAMPING: ALAMITO NO 1 1942
 BB0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0114+STABILITY: SURFACE MOTION
 BB0114
 BB0114  HISTORY     - Date     Condition        Report By
 BB0114  HISTORY     - 1942     MONUMENTED       CGS
 BB0114  HISTORY     - 1958     GOOD             NGS
 BB0114
 BB0114                          STATION DESCRIPTION
 BB0114
 BB0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0114'2.05 MI NW FROM PLATA.
 BB0114'ABOUT 2.05 MILES NORTHWEST ALONG FARM ROAD 169 FROM THE RAILROAD
 BB0114'SECTION FOREMANS HOUSE AT PLATA, 111 FEET NORTHEAST OF THE CENTER LINE
 BB0114'OF THE ROAD, ON THE CREST OF A LOW FLAT HILL, 33 1/2 FEET NORTHEAST OF
 BB0114'TRIANGULATION STATION ALAMITO 1942, AND IN THE TOP OF A CONCRETE POST
 BB0114'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0115 ***********************************************************************
 BB0115  DESIGNATION -  ALAMITO RM 2
 BB0115  PID         -  BB0115
 BB0115  STATE/COUNTY-  TX/PRESIDIO
 BB0115  USGS QUAD   -  PLATA NE (1983)
 BB0115
 BB0115                         *CURRENT SURVEY CONTROL
 BB0115  ___________________________________________________________________
 BB0115* NAD 83(1986)-  29 53 37.     (N)    104 01 42.     (W)     SCALED    
 BB0115* NAVD 88     -      1184.135  (meters)    3884.95   (feet)  ADJUSTED  
 BB0115  ___________________________________________________________________
 BB0115  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 BB0115  DYNAMIC HT  -        1182.178 (meters)    3878.53  (feet)  COMP
 BB0115  MODELED GRAV-     978,948.9   (mgal)                       NAVD 88
 BB0115
 BB0115  VERT ORDER  -  SECOND    CLASS 0
 BB0115
 BB0115.The horizontal coordinates were scaled from a topographic map and have
 BB0115.an estimated accuracy of +/- 6 seconds.
 BB0115
 BB0115.The orthometric height was determined by differential leveling
 BB0115.and adjusted by the National Geodetic Survey in June 1991..
 BB0115
 BB0115.The geoid height was determined by GEOID03.
 BB0115
 BB0115.The dynamic height is computed by dividing the NAVD 88
 BB0115.geopotential number by the normal gravity value computed on the
 BB0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0115.degrees latitude (g = 980.6199 gals.).
 BB0115
 BB0115.The modeled gravity was interpolated from observed gravity values.
 BB0115
 BB0115;                    North         East    Units  Estimated Accuracy
 BB0115;SPC TXSC     - 4,238,780.      114,510.      MT  (+/- 180 meters Scaled)
 BB0115
 BB0115                          SUPERSEDED SURVEY CONTROL
 BB0115
 BB0115  NGVD 29 (??/??/92) 1183.730  (m)         3883.62   (f) ADJ UNCH    2 0
 BB0115
 BB0115.Superseded values are not recommended for survey control.
 BB0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0115.See file dsdata.txt to determine how the superseded data were derived.
 BB0115
 BB0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP938073(NAD 83)
 BB0115_MARKER: DR = REFERENCE MARK DISK
 BB0115_SETTING: 80 = SET IN A BOULDER
 BB0115_SP_SET: BOULDER
 BB0115_STAMPING: ALAMITO NO 2 1942
 BB0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0115+STABILITY: SURFACE MOTION
 BB0115
 BB0115  HISTORY     - Date     Condition        Report By
 BB0115  HISTORY     - 1942     MONUMENTED       CGS
 BB0115  HISTORY     - 1958     GOOD             NGS
 BB0115
 BB0115                          STATION DESCRIPTION
 BB0115
 BB0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0115'2.05 MI NW FROM PLATA.
 BB0115'ABOUT 2.05 MILES NORTHWEST ALONG FARM ROAD 169 FROM THE RAILROAD
 BB0115'SECTION FOREMANS HOUSE AT PLATA, IN THE TOP OF A SMALL BOULDER
 BB0115'PROJECTING 8 INCHES, 93 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BB0115'ON THE CREST OF A LOW FLAT HILL, 33 1/2 FEET SOUTHEAST OF
 BB0115'TRIANGULATION STATION ALAMITO 1942, AND IN THE TOP OF A SMALL BOULDER
 BB0115'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1211 ***********************************************************************
 DM1211  DESIGNATION -  ALAMO
 DM1211  PID         -  DM1211
 DM1211  STATE/COUNTY-  TX/CASS
 DM1211  USGS QUAD   -  DOMINO (1975)
 DM1211
 DM1211                         *CURRENT SURVEY CONTROL
 DM1211  ___________________________________________________________________
 DM1211* NAD 83(1993)-  33 15 23.98749(N)    094 05 18.79269(W)     ADJUSTED  
 DM1211* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 DM1211  ___________________________________________________________________
 DM1211  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DM1211  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DM1211
 DM1211  HORZ ORDER  -  FIRST
 DM1211
 DM1211.The horizontal coordinates were established by classical geodetic methods
 DM1211.and adjusted by the National Geodetic Survey in September 1999..
 DM1211
 DM1211.The orthometric height was scaled from a topographic map.
 DM1211
 DM1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1211
 DM1211.The geoid height was determined by GEOID03.
 DM1211
 DM1211;                    North         East     Units Scale Factor Converg.
 DM1211;SPC TXNC     - 2,184,943.482 1,010,895.537   MT  0.99987900   +2 24 21.5
 DM1211;SPC TXNC     - 7,168,435.41  3,316,579.77   sFT  0.99987900   +2 24 21.5
 DM1211;SPC AR S     -   467,424.372   205,396.619   MT  1.00000989   -1 10 08.2
 DM1211;SPC AR S     - 1,533,541.46    673,872.07   sFT  1.00000989   -1 10 08.2
 DM1211;UTM  15      - 3,680,269.482   398,604.860   MT  0.99972676   -0 35 49.2
 DM1211
 DM1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1211!SPC TXNC     -   0.99998536  x   0.99987900  =   0.99986437
 DM1211!SPC AR S     -   0.99998536  x   1.00000989  =   0.99999525
 DM1211!UTM  15      -   0.99998536  x   0.99972676  =   0.99971213
 DM1211
 DM1211:                Primary Azimuth Mark                     Grid Az
 DM1211:SPC TXNC     -  TEXARKANA WATER TK SW FLAT TOP           006 36 29.7
 DM1211:SPC AR S     -  TEXARKANA WATER TK SW FLAT TOP           010 10 59.4
 DM1211:UTM  15      -  TEXARKANA WATER TK SW FLAT TOP           009 36 40.4
 DM1211
 DM1211|---------------------------------------------------------------------|
 DM1211| PID    Reference Object                     Distance      Geod. Az  |
 DM1211|                                                           dddmmss.s |
 DM1211| DM1205 TEXARKANA WATER TK SW FLAT TOP      APPROX.15.3 KM 0090051.2 |
 DM1211| DM1196 TEXARKANA TEXAS PACIFIC RR TK       APPROX.18.0 KM 0103352.8 |
 DM1211| DM1199 TEXARKANA AIRPLANE BEACON           APPROX.18.8 KM 0125733.5 |
 DM1211| DM1198 TEXARKANA SW GAS AND ELEC STK       APPROX.18.4 KM 0133512.9 |
 DM1211| CX4897 ALAMO RM 3                           24.814 METERS 02134     |
 DM1211| CX4895 ALAMO RM 1                                         16713     |
 DM1211| CX4896 ALAMO RM 2                           29.918 METERS 25538     |
 DM1211| DM1245 MAUD                                APPROX.24.9 KM 2902615.8 |
 DM1211|---------------------------------------------------------------------|
 DM1211
 DM1211                          SUPERSEDED SURVEY CONTROL
 DM1211
 DM1211  NAD 83(1993)-  33 15 23.98927(N)    094 05 18.78967(W) AD(       ) 1
 DM1211  NAD 83(1993)-  33 15 23.99141(N)    094 05 18.78494(W) AD(       ) 1
 DM1211  NAD 83(1986)-  33 15 23.99294(N)    094 05 18.78016(W) AD(       ) 1
 DM1211  NAD 27      -  33 15 23.53000(N)    094 05 18.10600(W) AD(       ) 1
 DM1211
 DM1211.Superseded values are not recommended for survey control.
 DM1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1211.See file dsdata.txt to determine how the superseded data were derived.
 DM1211
 DM1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9860580269(NAD 83)
 DM1211_MARKER: DS = TRIANGULATION STATION DISK
 DM1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1211
 DM1211  HISTORY     - Date     Condition        Report By
 DM1211  HISTORY     - 1930     MONUMENTED       CGS
 DM1211  HISTORY     - 1935     GOOD             TSI
 DM1211  HISTORY     - 1951     GOOD             CGS
 DM1211  HISTORY     - 1952     GOOD             CGS
 DM1211  HISTORY     - 1956     GOOD             CGS
 DM1211
 DM1211                          STATION DESCRIPTION
 DM1211
 DM1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1211'ABOUT 12 MILES, AIRLINE, S OF TEXARKANA AND 8.5 MILES, AIRLINE,
 DM1211'NE OF QUEEN CITY, ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN
 DM1211'AS CRIPPLE MOUNTAIN, AND ON LAND SUPPOSED TO BELONG TO MERRITT AND
 DM1211'BRANDEN.  IT IS ABOUT ONE-HALF MILE SW OF THE FARM OF G. GRUNDY.
 DM1211'
 DM1211'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DM1211'DISKS SET IN CONCRETE.
 DM1211'
 DM1211'REFERENCE MARK NO. 1 IS ON SIDE OF KNOLL, 30.20 METERS (99.1
 DM1211'FEET) (SLOPE DISTANCE) FROM STATION S 75 DEG 37 MIN W.
 DM1211'
 DM1211'REFERENCE MARK NO. 2 IS 10 METERS (33 FEET) W OF FAINT WAGON
 DM1211'ROAD, AND IS ABOUT 150 METERS (492 FEET) FROM STATION
 DM1211'S 12 DEG 46 MIN 42 SEC E.
 DM1211'
 DM1211'TO REACH FROM QUEEN CITY GO N 2.3 MILES ON HIGHWAY 47, THENCE E
 DM1211'2.9 MILES TO POINT 0.4 MILE BEYOND SPRINGDALE SCHOOL, THENCE
 DM1211'ALONG RIGHT HAND FORK AND MAIN ROAD E AND N FOR 1.2 MILES TO
 DM1211'T-ROAD INTERSECTION, TURN E AND KEEP STRAIGHT AHEAD 0.9 MILE,
 DM1211'TAKE LEFT FORK AT 1.9 MILES, RIGHT FORK AT 2.0 MILES, AND 3.1
 DM1211'MILES TAKE LEFT OF 3 FORKS, 2 TRIANGULAR BLAZES CAN BE SEEN
 DM1211'ON LEFT AT THE FORK.  FROM HERE THE STATION IS REACHED OVER
 DM1211'DIM WAGON ROADS, THROUGH WOODS AND A GOOD DESCRIPTION IS NOT
 DM1211'POSSIBLE.  STATION IS ABOUT 1 MILE N OF THE 3 FORKS AND THE
 DM1211'ROAD IS W OF THE TOP OF THE RIDGE.
 DM1211
 DM1211                          STATION RECOVERY (1935)
 DM1211
 DM1211'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1935
 DM1211'STATION IN GOOD CONDITION.  WE FOUND NO ONE TO RECOGNIZE THE
 DM1211'NAME CRIPPLE MOUNTAIN.  INSTEAD OF G. GRUNDY THE NAME IS A.G.
 DM1211'GRUNDY.  INQUIRE THE WAY, AFTER GETTING IN THE
 DM1211'APPROXIMATE NEIGHBORHOOD, AND GO DIRECT TO A.G. GRUNDY WHO WILL
 DM1211'ACT AS GUIDE TO THE STATION.  THE BEST ROAD IS TO GO NE FROM
 DM1211'QUEEN CITY.
 DM1211
 DM1211                          STATION RECOVERY (1951)
 DM1211
 DM1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1211'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 DM1211'CONDITION EXCEPT REFERENCE MARK NO. 1.  THIS MARK WAS SEARCHED FOR
 DM1211'BY THE BUILDING PARTY AND OBSERVING PARTY, AND IS BELIEVED LOST.
 DM1211'REFERENCE MARK NO. 1 WAS CALLED REFERENCE MARK NO. 2 AND VISA
 DM1211'VERSA IN THE 1930 DESCRIPTION.  A NEW DESCRIPTION FOLLOWS.
 DM1211'
 DM1211'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF TEXARKANA, ON
 DM1211'THE HIGHEST POINT OF A TIMBERED HILL, AND ABOUT 0.5 MILE
 DM1211'SOUTHWEST OF G. GRUNDY FARM HOUSE.  THE MARK PROJECTS 2 INCHES,
 DM1211'AND THE DISK IS STAMPED ALAMO 1930.
 DM1211'
 DM1211'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59, 67 AND
 DM1211'82 IN THE WESTERN SECTION OF TEXARKANA, GO SOUTH ON U.S. HIGHWAY
 DM1211'59 FOR 11 MILES TO THE SULPHUR RIVER BRIDGE.  CONTINUE ON SOUTH
 DM1211'FOR 4.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON GRADED DIRT
 DM1211'ROAD AND GO 1.35 MILES TO THE RAILROAD CROSSING AT SPRINGDALE
 DM1211'SIDING.  CROSS TRACKS AND TURN SHARP LEFT ON TRACK ROAD AND
 DM1211'GO 1.0 MILES TO A Y INTERSECTION.  HERE BEAR RIGHT ON GRADED
 DM1211'DIRT ROAD AND GO SOUTH FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN
 DM1211'LEFT AND GO EAST AND NORTHEAST FOR 1.9 MILES TO CROSSROADS.
 DM1211'CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO A LARGE WHITE OAK
 DM1211'TREE ON THE RIGHT WITH A TRIANGULAR BLAZE.  HERE TURN LEFT ON
 DM1211'TRACK ROAD AND GO 0.7 MILE TO THE EDGE OF CULTIVATED FIELD.
 DM1211'CONTINUE ON TRACK ROAD ALONG THE EASTERN EDGE OF FIELD FOR
 DM1211'0.25 MILE TO THE EDGE OF WOODS.  THENCE LEFT ON TRACK ROAD
 DM1211'AND MEANDER IN A WESTERLY DIRECTION FOR 0.3 MILE TO A SMALL
 DM1211'HICKORY TREE ON THE RIGHT WITH A TRIANGULAR BLAZE.  THENCE
 DM1211'RIGHT ON WOODS ROAD FOR 0.2 MILE TO THE SUMMIT OF FIRST RIDGE.
 DM1211'CONTINUE NORTH FOR ABOUT 200 YARDS TO THE HIGHEST POINT OF HILL
 DM1211'AND STATION AS DESCRIBED.
 DM1211'
 DM1211'REFERENCE MARK NO. 2 IS ON THE WESTERLY SLOPE OF THE HILL.
 DM1211'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED ALAMO NO 2
 DM1211'1930.
 DM1211'
 DM1211'REFERENCE MARK NO. 3 WHICH WAS ESTABLISHED BY THIS PARTY IS
 DM1211'ON THE NORTHEASTERLY SLOPE OF THE HILL.  THE MARK IS FLUSH
 DM1211'WITH THE GROUND, AND THE DISK IS STAMPED ALAMO NO 3 1930.
 DM1211'
 DM1211'AN AZIMUTH MARK WAS NOT ESTABLISHED AT THIS STATION DUE TO
 DM1211'HEAVY GROWTH OF TIMBER NEAR STATION SITE.
 DM1211'
 DM1211'THE STATION MARK AND REFERENCE MARK NO. 2 ARE STANDARD DISKS SET
 DM1211'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.  REFERENCE MARK NO.
 DM1211'3 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 DM1211'
 DM1211'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DM1211
 DM1211                          STATION RECOVERY (1952)
 DM1211
 DM1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1211'STATION WAS RECOVERED AS DESCRIBED BY V.R. SOBIERALSKI IN 1951
 DM1211'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  ALL DIRECTIONS
 DM1211'CHECKED.  THE REFERENCE MARKS WERE MEASURED SLOPE DUE TO THE
 DM1211'STEEP GRADE AND A LONGER MEASUREMENT WAS OBTAINED.  THE 1951
 DM1211'DESCRIPTION IS ADEQUATE.
 DM1211'
 DM1211'1952 OBSERVATIONS TAKEN FROM A 90 FOOT TOWER.
 DM1211
 DM1211                          STATION RECOVERY (1956)
 DM1211
 DM1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1211'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE REFERENCE
 DM1211'MARKS WERE ASSUMED TO BE INTACT.  NEW DIRECTIONS FOR PROCEEDING
 DM1211'TO THE STATION SITE ARE AS FOLLOWS--
 DM1211'
 DM1211'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59, 67
 DM1211'AND 82 IN THE WESTERN SECTION OF TEXARKANA, GO SOUTH ON U.S.
 DM1211'HIGHWAY 59 FOR 11 MILES TO THE SULPHUR RIVER BRIDGE.  CONTINUE ON
 DM1211'SOUTH FOR 4.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON GRADED
 DM1211'DIRT ROAD AND GO 1.35 MILES TO THE RAILROAD CROSSING AT
 DM1211'SPRINGDALE SIDING.  CROSS TRACKS AND TURN SHARP LEFT ON TRACK
 DM1211'ROAD AND GO 1.0 MILE TO A Y INTERSECTION.  HERE BEAR RIGHT ON
 DM1211'GRADED DIRT ROAD AND GO SOUTH FOR 0.3 MILE TO A SIDE ROAD
 DM1211'LEFT.  TURN LEFT AND GO EAST AND NORTHEAST FOR 1.9 MILES TO
 DM1211'CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 1.02 MILES TO A LARGE
 DM1211'WHITE OAK TREE ON THE RIGHT WITH A TRIANGLE BLAZE.  HERE
 DM1211'TURN LEFT ON TRACK ROAD AND GO 0.32 MILE TO THE EDGE OF A
 DM1211'CULTIVATED FIELD.  CONTINUE ALONG TRACK ROAD AND ALONG THE EASTERN
 DM1211'EDGE OF THE FIELD FOR 0.33 MILE TO THE EDGE OF WOODS AND A
 DM1211'TRIANGLE BLAZED 16 IN OAK.  THENCE LEFT ON TRACK ROAD AND
 DM1211'MEANDER IN A WESTERLY DIRECTION FOR 0.27 MILE TO A 14 IN HICKORY
 DM1211'TREE ON THE RIGHT WITH A TRIANGLE BLAZE.  THENCE RIGHT FOR
 DM1211'0.2 MILE TO SUMMIT OF FIRST RIDGE.  CONTINUE NORTH FOR ABOUT 200
 DM1211'YARDS TO THE HIGHEST POINT OF HILL AND STATION DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0264 ***********************************************************************
 BB0264  DESIGNATION -  ALAMO
 BB0264  PID         -  BB0264
 BB0264  STATE/COUNTY-  TX/PRESIDIO
 BB0264  USGS QUAD   -  ALAMO SPRING (1983)
 BB0264
 BB0264                         *CURRENT SURVEY CONTROL
 BB0264  ___________________________________________________________________
 BB0264* NAD 83(1993)-  29 39 50.19288(N)    104 07 45.53305(W)     ADJUSTED  
 BB0264* NAVD 88     -      1073.     (meters)    3520.     (feet)  SCALED    
 BB0264  ___________________________________________________________________
 BB0264  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 BB0264  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BB0264
 BB0264  HORZ ORDER  -  FIRST
 BB0264
 BB0264.The horizontal coordinates were established by classical geodetic methods
 BB0264.and adjusted by the National Geodetic Survey in February 1996..
 BB0264
 BB0264.The orthometric height was scaled from a topographic map.
 BB0264
 BB0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0264
 BB0264.The geoid height was determined by GEOID03.
 BB0264
 BB0264;                    North         East     Units Scale Factor Converg.
 BB0264;SPC TXSC     - 4,213,767.155   103,651.438   MT  0.99987967   -2 30 46.5
 BB0264;SPC TXSC     -13,824,667.74    340,063.09   sFT  0.99987967   -2 30 46.5
 BB0264;UTM  13      - 3,281,865.268   584,258.739   MT  0.99968760   +0 25 51.4
 BB0264
 BB0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0264!SPC TXSC     -   0.99983494  x   0.99987967  =   0.99971463
 BB0264!UTM  13      -   0.99983494  x   0.99968760  =   0.99952259
 BB0264
 BB0264|---------------------------------------------------------------------|
 BB0264| PID    Reference Object                     Distance      Geod. Az  |
 BB0264|                                                           dddmmss.s |
 BB0264| CH7825 ALAMO RM 1                           10.013 METERS 06354     |
 BB0264| CH7824 ALAMO AZ MK                                        3214420.7 |
 BB0264| CH7826 ALAMO RM 2                           14.541 METERS 34455     |
 BB0264|---------------------------------------------------------------------|
 BB0264
 BB0264                          SUPERSEDED SURVEY CONTROL
 BB0264
 BB0264  NAD 83(1986)-  29 39 50.18518(N)    104 07 45.52747(W) AD(       ) 1
 BB0264  NAD 27      -  29 39 49.53600(N)    104 07 43.80800(W) AD(       ) 1
 BB0264
 BB0264.Superseded values are not recommended for survey control.
 BB0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0264.See file dsdata.txt to determine how the superseded data were derived.
 BB0264
 BB0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN8425981865(NAD 83)
 BB0264_MARKER: DS = TRIANGULATION STATION DISK
 BB0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0264
 BB0264  HISTORY     - Date     Condition        Report By
 BB0264  HISTORY     - 1934     MONUMENTED       CGS
 BB0264  HISTORY     - 1942     GOOD             CGS
 BB0264
 BB0264                          STATION DESCRIPTION
 BB0264
 BB0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0264'ABOUT 17 MILES NORTHEAST OF PRESIDIO, 2-1/2 MILES SOUTHEAST OF
 BB0264'ALAMITO CREEK AND 1-1/2 MILES SOUTHEAST OF ALAMO RANCH, WHICH
 BB0264'IS ON THE ROAD THAT RUNS FROM PRESIDIO NORTHEAST ALONG THE
 BB0264'RAILROAD AND ALAMITO CREEK.  THIS ROAD GOES TO MARFA AND TO
 BB0264'THE FRESNO CANYON AND TERLINGUA BY WAY OF CASA PIEDRA.  THE
 BB0264'STATION IS ON THE WEST END OF A SMALL INCONSPICUOUS RIDGE
 BB0264'THAT RUNS EAST AND WEST.
 BB0264'
 BB0264'TO REACH FROM PRESIDO POST OFFICE, GO EAST ON MAIN-TRAVELED
 BB0264'STREET AND ROAD 2.0 MILES TO THE BANK IN NEWTON.  FROM BANK
 BB0264'CONTINUE EAST ON MILLINGTON AVENUE 0.45 MILE TO THE END OF THE
 BB0264'STREET, CONTINUE STRAIGHT AHEAD AND FOLLOW MAIN IMPROVED ROAD
 BB0264'EAST 0.35 MILE, THEN STRAIGHT AHEAD ON LEFT FORK AND FOLLOW MAIN
 BB0264'ROAD IN A NORTHEAST DIRECTION 4.1 MILES TO RAILROAD CROSSING,
 BB0264'CROSS TRACKS AND CONTINUE ON MAIN ROAD 3.2 MILES TO A LARGE
 BB0264'CREEK WASH NEAR A LARGE RAILROAD BRIDGE ON THE RIGHT, TAKE
 BB0264'RIGHT FORK ACROSS WASH AND CONTINUE 1.1 MILES TO ANOTHER
 BB0264'RAILROAD CROSSING, CONTINUE 2.25 MILES, THEN TAKE LEFT FORK
 BB0264'ON MAIN ROAD FOR 0.05 MILE TO WHERE A ROAD FORKS FROM THE
 BB0264'NORTH, AND A SIGN BOARD PRESIDIO 11 MILES, CONTINUE NORTH
 BB0264'ON MAIN ROAD 7.2 MILES TO THE ALAMO RANCH TO THE LEFT OF
 BB0264'THE ROAD, LEAVE MAIN ROAD JUST OPPOSITE THE RANCH, TURN
 BB0264'RIGHT AND GO EAST ON DIM ROAD 0.05 MILE THEN RIGHT FORK
 BB0264'FOR 0.2 MILE, THEN LEFT FORK FOR 1.15 MILES TO THE TOP
 BB0264'OF RIDGE.  LEAVE ROAD AT TOP OF RIDGE TURN LEFT AND GO
 BB0264'IN A NORTHEASTERLY DIRECTION 0.35 MILE TO THE TOP OF KNOLL
 BB0264'AND STATION.  A DRIVE STATION.
 BB0264'
 BB0264'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 BB0264'IN CONCRETE.
 BB0264'
 BB0264'REFERENCE MARKS ARE ON THE SAME RIDGE AS THE STATION.
 BB0264'
 BB0264'AZIMUTH MARK IS WEST-NORTHWEST OF STATION AT THE ALAMO RANCH,
 BB0264'APPROXIMATELY 100 FEET NORTHEAST OF A GOAT PEN, 300 FEET
 BB0264'SOUTHEAST OF SOUTHEAST CORNER OF YARD, 15 FEET WEST OF
 BB0264'PRESIDIO ROAD.
 BB0264
 BB0264                          STATION RECOVERY (1942)
 BB0264
 BB0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BB0264'THE STATION IS LOCATED ABOUT 17 MILES, AIR LINE, NE OF PRESIDIO,
 BB0264'2-1/2 MILES SE OF ALAMITO CREEK, AND 1-1/2 MILES SE OF THE
 BB0264'ABANDONED ALAMO RANCH BUILDINGS WHICH ARE ON THE MAIN ROAD BETWEEN
 BB0264'CASA PIEDRA AND PRESIDIO.  THE STATION IS ON THE W END OF A SMALL
 BB0264'INCONSPICIOUS RIDGE THAT RUNS E AND W.
 BB0264'
 BB0264'ALL MARK WERE FOUND TO BE AS DESCRIBED AND ARE IN EXCELLENT
 BB0264'CONDITION.
 BB0264'
 BB0264'THE STATION MARK IS ON THE HIGHEST POINT OF THE RIDGE AND
 BB0264'IS A STANDARD DISK SET IN A CONCRETE POST.  IT PROJECTS 5
 BB0264'INCHES AND IS STAMPED ALAMO 1934.  IT IS 9.4 FEET SW OF A
 BB0264'4- BY 4-INCH WHITE WITNESS POST.
 BB0264'
 BB0264'REFERENCE MARK NO. 1 IS THE SAME HEIGHT AS THE STATION MARK.
 BB0264'IT PROJECTS 3 INCHES AND IS STAMPED ALAMO NO. 1 1934.
 BB0264'
 BB0264'REFERENCE MARK NO. 2 IS 1 FOOT LOWER THAN THE STATION MARK.  IT
 BB0264'PROJECTS 4 INCHES AND IS STAMPED ALAMO NO. 2 1934.
 BB0264'
 BB0264'THE AZIMUTH MARK IS NEAR THE ALAMO RANCH BUILDINGS.  IT IS
 BB0264'ABOUT 100 FEET NE OF A GOAT PEN, 300 FEET SE OF THE SE CORNER
 BB0264'OF YARD, AND 15 FEET W OF THE PRESIDIO-CASA PIEDRA ROAD.  IT
 BB0264'PROJECTS 4 INCHES AND IS STAMPED ALAMO 1934.
 BB0264'
 BB0264'FROM THE POST OFFICE IN CASA PIEDRA GO SW ON THE
 BB0264'MAIN-TRAVELED ROAD 0.25 MILE TO A FORKS, TAKE THE LEFT FORK,
 BB0264'MAIN-TRAVELED ROAD, SW ALONG THE E SIDE OF THE RAILROAD, GO 4.25
 BB0264'MILES TO THE ALAMITO CREEK, CROSS ALAMITO CREEK AND CONTINUE
 BB0264'ON THE MAIN-TRAVELED ROAD 3.6 MILES TO THE ALAMO RANCH BUILDINGS
 BB0264'ON THE RIGHT (AZIMUTH MARK ALSO HERE), TURN LEFT ONTO A TRACK
 BB0264'ROAD OPPOSITE THE LARGEST BUILDING, GO SE 0.15 MILE TO FORKS,
 BB0264'TAKE THE LEFT FORK AROUND THE BASE OF A HILL AND CONTINUE ON
 BB0264'THE MAIN-TRAVELED TRACK ROAD (BADLY WASHED IN PLACES) FOR
 BB0264'1.I5 MILES TO THE CREST OF A RIDGE, TURN SHARP LEFT, AND
 BB0264'FOLLOW VERY DIM TRACKS NORTHEASTERLY 0.4 MILE TO THE TOP OF A
 BB0264'KNOLL AND STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1473 ***********************************************************************
 AE1473  DESIGNATION -  ALAMO MUNICIPAL TANK
 AE1473  PID         -  AE1473
 AE1473  STATE/COUNTY-  TX/HIDALGO
 AE1473  USGS QUAD   -  DONNA (1983)
 AE1473
 AE1473                         *CURRENT SURVEY CONTROL
 AE1473  ___________________________________________________________________
 AE1473* NAD 83(1993)-  26 10 45.84999(N)    098 07 12.50524(W)     ADJUSTED  
 AE1473* NAVD 88     -                                                        
 AE1473  ___________________________________________________________________
 AE1473  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AE1473  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AE1473
 AE1473  HORZ ORDER  -  THIRD
 AE1473
 AE1473.The horizontal coordinates were established by classical geodetic methods
 AE1473.and adjusted by the National Geodetic Survey in February 1996..
 AE1473
 AE1473
 AE1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1473
 AE1473.The geoid height was determined by GEOID03.
 AE1473
 AE1473;                    North         East     Units Scale Factor Converg.
 AE1473;SPC TX S     - 5,056,865.730   337,972.551   MT  0.99999682   +0 10 20.9
 AE1473;SPC TX S     -16,590,733.65  1,108,831.61   sFT  0.99999682   +0 10 20.9
 AE1473;UTM  14      - 2,895,849.661   587,922.251   MT  0.99969544   +0 23 17.5
 AE1473
 AE1473                          SUPERSEDED SURVEY CONTROL
 AE1473
 AE1473  NAD 83(1986)-  26 10 45.85601(N)    098 07 12.46941(W) AD(       ) 4
 AE1473  NAD 27      -  26 10 44.59192(N)    098 07 11.43675(W) AD(       ) 3
 AE1473
 AE1473.Superseded values are not recommended for survey control.
 AE1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1473.See file dsdata.txt to determine how the superseded data were derived.
 AE1473
 AE1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP8792295850(NAD 83)
 AE1473_MARKER: 53 = ELEVATED TANK
 AE1473
 AE1473  HISTORY     - Date     Condition        Report By
 AE1473  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1473
 AE1473                          STATION DESCRIPTION
 AE1473
 AE1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1473'POINT OBSERVED UPON IS THE FINIAL OF THE MUNICIPAL WATER TANK
 AE1473'LOCATED IN THE S PART OF TOWN.  IT IS 125 FEET HIGH.
 AE1473'
 AE1473'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS CANAL,
 AE1473'MC ALLEN ECC., EDIN, PALM, SIGLER, HICKLEY AND MISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0909 ***********************************************************************
 FM0909  DESIGNATION -  ALAMOCITO
 FM0909  PID         -  FM0909
 FM0909  STATE/COUNTY-  TX/OLDHAM
 FM0909  USGS QUAD   -  ALAMOCITOS CAMP (1966)
 FM0909
 FM0909                         *CURRENT SURVEY CONTROL
 FM0909  ___________________________________________________________________
 FM0909* NAD 83(1993)-  35 28 15.13930(N)    102 31 05.68815(W)     ADJUSTED  
 FM0909* NAVD 88     -      1144.1    (meters)    3754.     (feet)  VERTCON   
 FM0909  ___________________________________________________________________
 FM0909  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 FM0909  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 FM0909
 FM0909  HORZ ORDER  -  FIRST
 FM0909
 FM0909.The horizontal coordinates were established by classical geodetic methods
 FM0909.and adjusted by the National Geodetic Survey in February 1996..
 FM0909
 FM0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0909
 FM0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0909
 FM0909.The geoid height was determined by GEOID03.
 FM0909
 FM0909;                    North         East     Units Scale Factor Converg.
 FM0909;SPC TX N     - 1,163,649.556   107,591.587   MT  0.99991130   -0 35 24.4
 FM0909;SPC TX N     - 3,817,740.25    352,990.07   sFT  0.99991130   -0 35 24.4
 FM0909;UTM  13      - 3,928,094.042   725,182.312   MT  1.00022492   +1 26 26.7
 FM0909
 FM0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0909!SPC TX N     -   0.99982438  x   0.99991130  =   0.99973570
 FM0909!UTM  13      -   0.99982438  x   1.00022492  =   1.00004926
 FM0909
 FM0909:                Primary Azimuth Mark                     Grid Az
 FM0909:SPC TX N     -  CHANNING SW PUB SER CO TANK              035 40 23.4
 FM0909:UTM  13      -  CHANNING SW PUB SER CO TANK              033 38 32.3
 FM0909
 FM0909|---------------------------------------------------------------------|
 FM0909| PID    Reference Object                     Distance      Geod. Az  |
 FM0909|                                                           dddmmss.s |
 FM0909| FM0869 CHANNING SW PUB SER CO TANK         APPROX.29.3 KM 0350459.0 |
 FM0909| FM0903 AIRWAY BEACON 92                    APPROX.29.0 KM 1644635.6 |
 FM0909| CJ5598 ALAMOCITO AZ MK                                    1850810.2 |
 FM0909| CJ5599 ALAMOCITO RM 1                       34.836 METERS 19350     |
 FM0909| FM0918 AIRWAY BEACON 91                    APPROX.30.8 KM 2030312.7 |
 FM0909| CJ5600 ALAMOCITO RM 2                       33.313 METERS 27846     |
 FM0909|---------------------------------------------------------------------|
 FM0909
 FM0909                          SUPERSEDED SURVEY CONTROL
 FM0909
 FM0909  NAD 83(1993)-  35 28 15.14415(N)    102 31 05.68340(W) AD(       ) 1
 FM0909  NAD 83(1993)-  35 28 15.14726(N)    102 31 05.67974(W) AD(       ) 1
 FM0909  NAD 83(1986)-  35 28 15.14703(N)    102 31 05.67949(W) AD(       ) 1
 FM0909  NAD 27      -  35 28 14.96900(N)    102 31 03.93700(W) AD(       ) 1
 FM0909  NGVD 29 (07/19/86) 1143.6    (m)         3752.     (f) VERT ANG       
 FM0909
 FM0909.Superseded values are not recommended for survey control.
 FM0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0909.See file dsdata.txt to determine how the superseded data were derived.
 FM0909
 FM0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2518228094(NAD 83)
 FM0909_MARKER: DS = TRIANGULATION STATION DISK
 FM0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0909
 FM0909  HISTORY     - Date     Condition        Report By
 FM0909  HISTORY     - 1934     MONUMENTED       CGS
 FM0909  HISTORY     - 1953     GOOD             CGS
 FM0909
 FM0909                          STATION DESCRIPTION
 FM0909
 FM0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0909'STATION IS ABOUT 15-1/2 MILES NNW OF VEGA, ON THE HIGHEST RIDGE
 FM0909'IN THE VICINITY.  THE RIDGE IS IN PASTURE LAND AND IS COVERED
 FM0909'WITH MESQUITE.  IT IS THE DIVIDE BETWEEN ALAMOCITO AND MIDDLE
 FM0909'ALAMOSO CREEKS AND OVERLOOKS THE CANADIAN RIVER WHICH IS ABOUT
 FM0909'5 MILES TO THE N.  1-1/2 MILES AND 233-1/2 DEGREES MAGNETIC
 FM0909'FROM A PROMINENT SADDLE BUTTE, KNOWN AS TOREY PEAK.  THE MARK
 FM0909'PROJECTS 6 INCHES.
 FM0909'
 FM0909'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FM0909'DISKS SET IN CONCRETE.
 FM0909'
 FM0909'REFERENCE MARK NO. 1 IS SSW OF THE STATION AND PROJECTS 10 INCHES.
 FM0909'
 FM0909'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND PROJECTS 6 INCHES.
 FM0909'
 FM0909'AZIMUTH MARK IS S OF THE STATION, ON THE HIGHEST PART OF THE FIRST
 FM0909'LOW RIDGE, RUNNING SW AND NE, S OF THE STATION AND PROJECTS 8
 FM0909'INCHES.
 FM0909'
 FM0909'THE STATION IS REACHED FROM LANDERGIN SIDING, WHICH IS 7.2 MILES
 FM0909'W OF VEGA, ON THE ROCK ISLAND RAILROAD.  LEAVE U.S. HIGHWAY 66 AT
 FM0909'A POINT 100 YARDS E OF AN ELEVATOR AND OPPOSITE A GRADED ROAD
 FM0909'GOING S.  TURN N THROUGH A WIRE GATE AND DRIVE N ALONG THE W
 FM0909'SIDE OF A FENCE FOR 0.4 MILE.  LEAVE THE FENCE LINE AT A FENCE
 FM0909'CORNER AND GO N ON A PLAIN ROAD THROUGH A CULTIVATED FIELD FOR
 FM0909'0.6 MILE.  PASS THROUGH A WIRE GATE AND TAKE PLAIN ROAD NE FOR
 FM0909'1.1 MILES TO A LONE WINDMILL WITH A TRIANGULAR FENCE AROUND
 FM0909'IT.  PASS TO THE W OF THE WINDMILL, AND GO NORTHERLY ON A TRACK
 FM0909'ROAD FOR 1.0 MILE TO A JUNCTION OF SEVERAL TRACKS.  TAKE
 FM0909'MAIN-TRAVELED TRACK AND GO NORTHERLY AND WESTERLY FOR 2.6 MILES,
 FM0909'THEN RIGHT FORK ON THE MAIN ROAD.  CONTINUE N AND
 FM0909'NORTHWESTERLY FOR 3.1 MILES.  LEAVE THE MAIN ROAD AND GO
 FM0909'NNE ON THE RIGHT FORK FOR 1.9 MILES TO A LONE WINDMILL AND TWO
 FM0909'LARGE STEEL TANKS.  PASS TO THE N OF THE STEEL TANKS.  PASS TO
 FM0909'THE N OF THE STEEL TANKS AND GO NORTHERLY ON A DIM TRACK ROAD
 FM0909'FOR 0.9 MILE TO THE TOP OF A LOW RIDGE AND A LARGE WOOD PILE
 FM0909'ON THE E SIDE OF THE ROAD.  THE RIDGE THE STATION IS ON IS
 FM0909'VISIBLE FROM HERE AS A HIGH BROWN RIDGE BREAKING OFF MORE
 FM0909'SHARPLY TO THE E.  LEAVE THE TRACK ROAD AND DRIVE NORTHERLY
 FM0909'ACROSS COUNTRY FOR 3.8 MILES TO THE TOP OF THE HIGHEST RIDGE
 FM0909'AND THE STATION.
 FM0909'
 FM0909'ALL OBJECTS, EXCEPT HOUGHTON, PUNTA DE AGUA, AND CHANNING AND
 FM0909'THE AIRWAY BEACONS ARE VISIBLE FROM THE GROUND.  A 20-FOOT
 FM0909'INSTRUMENT STAND NEEDED TO CLEAR LINES TO ALL OBJECTS.
 FM0909
 FM0909                          STATION RECOVERY (1953)
 FM0909
 FM0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0909'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 FM0909'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FM0909'
 FM0909'THE STATION IS LOCATED IN PASTURE LAND ON THE HIGHEST RIDGE IN
 FM0909'THE VICINITY.  IT IS ABOUT 15-1/2 MILES AIRLINE NORTH-NORTHWEST
 FM0909'OF VEGA, ABOUT 16 MILES AIRLINE NORTH-NORTHEAST OF ADRIAN, AND
 FM0909'ABOUT 15 MILES AIRLINE WEST-SOUTHWEST OF BOYS RANCH.
 FM0909'
 FM0909'THE STATION IS A STANDARD DISK STAMPED ALAMOCITO 1934 AND SET IN
 FM0909'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 FM0909'INCHES.  IT IS 7 FEET SOUTH OF A WHITE WITNESS POST.
 FM0909'
 FM0909'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ALAMOCITO
 FM0909'NO 1 1934 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 FM0909'THAT PROJECTS 10 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE
 FM0909'STATION.
 FM0909'
 FM0909'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ALAMOCITO
 FM0909'NO 2 1934 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FM0909'MONUMENT THAT PROJECTS 6 INCHES.  IT IS ABOUT THE SAME ELEVATION
 FM0909'AS THE STATION.
 FM0909'
 FM0909'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FM0909'ALAMOCITO AZIMUTH 1934 AND SET IN THE TOP OF A 12-INCH SQUARE
 FM0909'CONCRETE MONUMENT THAT PROJECTS 8 INCHES. IT IS 67 FEET NORTHWEST
 FM0909'OF THE SOUTHEAST END OF THE RIDGE, AND 30 FEET SOUTHEAST OF THE
 FM0909'CENTER LINE OF THE TRACK ROAD.  TO REACH THE MARK FROM THE
 FM0909'STATION DRIVE SOUTH, CROSS COUNTRY, TO THE HIGHEST PART OF THE
 FM0909'FIRST LOW RIDGE SOUTH OF THE STATION.
 FM0909'
 FM0909'TO REACH THE STATION FROM THE GRAIN ELEVATOR AT LANDERGIN SIDING
 FM0909'ON THE ROCK ISLAND RAILROAD GO NORTH ACROSS THE TRACKS TO THE
 FM0909'GATE.  PASS THROUGH THE GATE AND GO NORTHERLY ON THE NARROW ROAD
 FM0909'FOR 1.1 MILES TO A CATTLE GUARD.  PASS OVER THE CATTLE GUARD
 FM0909'AN TAKE THE FIRST RIGHT FORK, NORTHEASTERLY, AND GO 1.15 MILES
 FM0909'TO A WINDMILL.  GO NORTH ON THE TRACK ROAD FOR 2.0 MILES TO
 FM0909'A GATE.  PASS THROUGH THE GATE AND GO, NORTHWESTERLY, FOR 1.4
 FM0909'MILES TO A GATE.  PASS THROUGH THE GATE AND GO 0.1 MILE TO A
 FM0909'FORK.  TAKE THE LEFT FORK, NORTHWESTERLY, FOR 0.9 MILE TO A
 FM0909'SIDE ROAD LEFT.  CONTINUE, NORTH, FOR 1.0 MILE TO A FORK.
 FM0909'TAKE THE RIGHT FORK, NORTHEASTERLY, FOR 2.15 MILES TO A
 FM0909'WINDMILL ON THE LEFT.  CONTINUE, NORTH, ON THE TRACK ROAD FOR
 FM0909'0.7 MILE TO A GATE.  PASS THROUGH THE GATE AND GO NORTH ON
 FM0909'THE TRACK ROAD FOR 0.8 MILE TO A WINDMILL AND TWO STEEL TANKS.
 FM0909'GO DUE NORTH FROM THE WINDMILL FOR 1.45 MILES TO A SMALL
 FM0909'WIRE CORRAL ON THE LEFT.  CONTINUE, NORTH, FOR 0.45 MILES TO
 FM0909'A FORK.  TAKE THE LEFT FORK, NORTH, AND GO 1.3 MILES TO A
 FM0909'WINDMILL ON THE LEFT.  CONTINUE ON THE ROAD FOR 0.5 MILE TO A
 FM0909'FORK.  TAKE THE RIGHT FORK AND GO NORTHEASTERLY ON THE
 FM0909'TRACK ROAD FOR 0.4 MILE TO THE TOP OF THE RIDGE AND THE
 FM0909'AZIMUTH MARK ON THE RIGHT.  FROM THE AZIMUTH MARK DRIVE
 FM0909'NORTHERLY, CROSS COUNTRY, FOR 0.5 MILE TO THE HIGHEST POINT OF
 FM0909'THE NEXT RIDGE AND THE STATION.
 FM0909'
 FM0909'OBSERVED FROM A 4 FOOT WOOD STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0907 ***********************************************************************
 FM0907  DESIGNATION -  ALAMOSA
 FM0907  PID         -  FM0907
 FM0907  STATE/COUNTY-  TX/OLDHAM
 FM0907  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0907
 FM0907                         *CURRENT SURVEY CONTROL
 FM0907  ___________________________________________________________________
 FM0907* NAD 83(1993)-  35 25 15.43025(N)    102 21 41.00725(W)     ADJUSTED  
 FM0907* NAVD 88     -      1122.5    (meters)    3683.     (feet)  VERTCON   
 FM0907  ___________________________________________________________________
 FM0907  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 FM0907  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 FM0907
 FM0907  HORZ ORDER  -  THIRD
 FM0907
 FM0907.The horizontal coordinates were established by classical geodetic methods
 FM0907.and adjusted by the National Geodetic Survey in February 1996..
 FM0907
 FM0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0907
 FM0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0907
 FM0907.The geoid height was determined by GEOID03.
 FM0907
 FM0907;                    North         East     Units Scale Factor Converg.
 FM0907;SPC TX N     - 1,157,976.468   121,777.996   MT  0.99991088   -0 29 57.1
 FM0907;SPC TX N     - 3,799,127.80    399,533.31   sFT  0.99991088   -0 29 57.1
 FM0907;UTM  13      - 3,922,925.217   739,565.879   MT  1.00030732   +1 31 48.0
 FM0907
 FM0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0907!SPC TX N     -   0.99982782  x   0.99991088  =   0.99973872
 FM0907!UTM  13      -   0.99982782  x   1.00030732  =   1.00013509
 FM0907
 FM0907:                Primary Azimuth Mark                     Grid Az
 FM0907:SPC TX N     -  BOYS RANCH WATER TANK                    039 37 07.7
 FM0907:UTM  13      -  BOYS RANCH WATER TANK                    037 35 22.6
 FM0907
 FM0907|---------------------------------------------------------------------|
 FM0907| PID    Reference Object                     Distance      Geod. Az  |
 FM0907|                                                           dddmmss.s |
 FM0907| FM0864 BOYS RANCH WATER TANK               APPROX.16.1 KM 0390710.6 |
 FM0907| CJ5601 ALAMOSA AZ MK                                      0682129.0 |
 FM0907| CJ5602 ALAMOSA RM 1                          6.632 METERS 19206     |
 FM0907| CJ5603 ALAMOSA RM 2                          7.848 METERS 26715     |
 FM0907|---------------------------------------------------------------------|
 FM0907
 FM0907                          SUPERSEDED SURVEY CONTROL
 FM0907
 FM0907  NAD 83(1993)-  35 25 15.43425(N)    102 21 41.00073(W) AD(       ) 3
 FM0907  NAD 83(1986)-  35 25 15.43790(N)    102 21 40.99841(W) AD(       ) 3
 FM0907  NAD 27      -  35 25 15.25400(N)    102 21 39.27100(W) AD(       ) 3
 FM0907  NGVD 29 (07/19/86) 1122.0    (m)         3681.     (f) VERT ANG       
 FM0907
 FM0907.Superseded values are not recommended for survey control.
 FM0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0907.See file dsdata.txt to determine how the superseded data were derived.
 FM0907
 FM0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3956622925(NAD 83)
 FM0907_MARKER: DS = TRIANGULATION STATION DISK
 FM0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0907
 FM0907  HISTORY     - Date     Condition        Report By
 FM0907  HISTORY     - 1953     MONUMENTED       CGS
 FM0907
 FM0907                          STATION DESCRIPTION
 FM0907
 FM0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0907'THE STATION IS LOCATED ON THE HIGHEST POINT OF A EAST-WEST
 FM0907'RIDGE, BETWEEN ALAMOSA CREEK AND MIDDLE ALAMOSA CREEK, ABOUT
 FM0907'12 MILES NORTH OF VEGA, 7 MILES SOUTHWEST OF BOYS RANCH AND
 FM0907'15 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE.
 FM0907'
 FM0907'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 66 AND FARM ROAD
 FM0907'51 IN VEGA, GO NORTH, ON FARM ROAD 51, FOR 10.8 MILES TO
 FM0907'CATTLE GUARD ON LEFT JUST AFTER PASSING TWO SMALL GREEN
 FM0907'BUILDINGS.  TURN LEFT, ACROSS CATTLE GUARD, AND GO WEST, ON
 FM0907'MAIN TRAVELED ROAD 1.85 MILES TO RANCH BUILDINGS.  CONTINUE
 FM0907'NORTH, THROUGH RANCH YARD 0.1 MILE TO TWO GATES AT CORRALS.
 FM0907'PASS THROUGH THE EAST GATE OF TWO AND GO EASTERLY 0.3 MILES
 FM0907'TO FORKS.  TAKE LEFT FORK, AND GO NORTHERLY 0.1 MILE TO WIRE
 FM0907'GATE.  PASS THROUGH GATE, AND GO NORTHERLY 0.5 MILE TO FORKS.
 FM0907'TAKE LEFT FORK, AND GO NORTHERLY 1.7 MILES TO FORKS.  TAKE
 FM0907'RIGHT FORK, AND GO NORTHERLY 0.2 MILE TO FORKS.  TAKE LEFT
 FM0907'FORK, AND GO NORTHERLY 0.55 MILES TO THE AZIMUTH MARK.
 FM0907'TURN LEFT, AND GO WEST, UP RAVINE 0.45 MILE TO TOP OF RIDGE
 FM0907'AND THE STATION.
 FM0907'
 FM0907'THE STATION MARK IS A STANDARD DISK, STAMPED ALAMOSA 1953,
 FM0907'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FM0907'PROJECTS ABOUT 4 INCHES.
 FM0907'
 FM0907'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ALAMOSA
 FM0907'NO 1 1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FM0907'WHICH PROJECTS ABOUT 6 INCHES AND IS ABOUT 6 INCHES LOWER THAN
 FM0907'THE STATION.  IT IS LOCATED 36 FEET SOUTH OF THE NORTH EDGE
 FM0907'OF THE RIDGE.
 FM0907'
 FM0907'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ALAMOSA
 FM0907'NO 2 1953, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FM0907'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 6 INCHES LOWER
 FM0907'THAN THE STATION.  IT IS LOCATED 24 FEET SOUTH OF THE NORTH
 FM0907'EDGE OF THE RIDGE.
 FM0907'
 FM0907'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ALAMOSA 1953,
 FM0907'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FM0907'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED 60 FEET NORTH OF A
 FM0907'SMALL WASH AND 27 FEET NORTHEAST OF THE CENTERLINE OF THE DIRT
 FM0907'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0319 ***********************************************************************
 FL0319  DESIGNATION -  ALAN AZ MK
 FL0319  PID         -  FL0319
 FL0319  STATE/COUNTY-  TX/GRAY
 FL0319  USGS QUAD   -  ALANREED (1976)
 FL0319
 FL0319                         *CURRENT SURVEY CONTROL
 FL0319  ___________________________________________________________________
 FL0319* NAD 83(1986)-  35 12 50.     (N)    100 42 19.     (W)     SCALED    
 FL0319* NAVD 88     -       907.279  (meters)    2976.63   (feet)  ADJUSTED  
 FL0319  ___________________________________________________________________
 FL0319  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL0319  DYNAMIC HT  -         906.284 (meters)    2973.37  (feet)  COMP
 FL0319  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 FL0319
 FL0319  VERT ORDER  -  FIRST     CLASS II
 FL0319
 FL0319.The horizontal coordinates were scaled from a topographic map and have
 FL0319.an estimated accuracy of +/- 6 seconds.
 FL0319
 FL0319.The orthometric height was determined by differential leveling
 FL0319.and adjusted by the National Geodetic Survey in June 1991..
 FL0319
 FL0319.The geoid height was determined by GEOID03.
 FL0319
 FL0319.The dynamic height is computed by dividing the NAVD 88
 FL0319.geopotential number by the normal gravity value computed on the
 FL0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0319.degrees latitude (g = 980.6199 gals.).
 FL0319
 FL0319.The modeled gravity was interpolated from observed gravity values.
 FL0319
 FL0319;                    North         East    Units  Estimated Accuracy
 FL0319;SPC TX N     - 1,134,960.      272,350.      MT  (+/- 180 meters Scaled)
 FL0319
 FL0319                          SUPERSEDED SURVEY CONTROL
 FL0319
 FL0319  NGVD 29 (??/??/92)  906.915  (m)         2975.44   (f) ADJ UNCH    1 2
 FL0319
 FL0319.Superseded values are not recommended for survey control.
 FL0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0319.See file dsdata.txt to determine how the superseded data were derived.
 FL0319
 FL0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD447980(NAD 83)
 FL0319_MARKER: DZ = AZIMUTH MARK DISK
 FL0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0319_STAMPING: ALAN 1951
 FL0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0319+STABILITY: SURFACE MOTION
 FL0319
 FL0319  HISTORY     - Date     Condition        Report By
 FL0319  HISTORY     - 1951     MONUMENTED       CGS
 FL0319  HISTORY     - 1953     GOOD             NGS
 FL0319
 FL0319                          STATION DESCRIPTION
 FL0319
 FL0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0319'4.25 MI E FROM ALANREED.
 FL0319'3.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0319'FROM THE STATION SIGN AT ALANREED, THENCE 0.2 MILE NORTH ALONG A
 FL0319'GRADED DIRT ROAD, THENCE 1.05 MILES WEST ALONG U.S. HIGHWAY 66, 74.6
 FL0319'FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRAFFIC LANE OF THE
 FL0319'HIGHWAY, 4.4 FEET SOUTH OF A FENCE, 2.5 FEET SOUTH OF A WITNESS POST,
 FL0319'20 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 FL0319'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0326 ***********************************************************************
 FL0326  DESIGNATION -  ALANREED
 FL0326  PID         -  FL0326
 FL0326  STATE/COUNTY-  TX/GRAY
 FL0326  USGS QUAD   -  ALANREED (1976)
 FL0326
 FL0326                         *CURRENT SURVEY CONTROL
 FL0326  ___________________________________________________________________
 FL0326* NAD 83(1993)-  35 12 53.62353(N)    100 44 38.21661(W)     ADJUSTED  
 FL0326* NAVD 88     -       936.909  (meters)    3073.84   (feet)  ADJUSTED  
 FL0326  ___________________________________________________________________
 FL0326  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 FL0326  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL0326  DYNAMIC HT  -         935.873 (meters)    3070.44  (feet)  COMP
 FL0326  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 FL0326
 FL0326  HORZ ORDER  -  THIRD
 FL0326  VERT ORDER  -  FIRST     CLASS II
 FL0326
 FL0326.The horizontal coordinates were established by classical geodetic methods
 FL0326.and adjusted by the National Geodetic Survey in February 1996..
 FL0326
 FL0326.The orthometric height was determined by differential leveling
 FL0326.and adjusted by the National Geodetic Survey in June 1991..
 FL0326
 FL0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0326
 FL0326.The geoid height was determined by GEOID03.
 FL0326
 FL0326.The dynamic height is computed by dividing the NAVD 88
 FL0326.geopotential number by the normal gravity value computed on the
 FL0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0326.degrees latitude (g = 980.6199 gals.).
 FL0326
 FL0326.The modeled gravity was interpolated from observed gravity values.
 FL0326
 FL0326;                    North         East     Units Scale Factor Converg.
 FL0326;SPC TX N     - 1,135,039.547   268,831.202   MT  0.99991712   +0 26 17.4
 FL0326;SPC TX N     - 3,723,875.58    881,990.37   sFT  0.99991712   +0 26 17.4
 FL0326;UTM  14      - 3,898,267.812   341,270.654   MT  0.99991051   -1 00 21.1
 FL0326
 FL0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0326!SPC TX N     -   0.99985707  x   0.99991712  =   0.99977420
 FL0326!UTM  14      -   0.99985707  x   0.99991051  =   0.99976759
 FL0326
 FL0326|---------------------------------------------------------------------|
 FL0326| PID    Reference Object                     Distance      Geod. Az  |
 FL0326|                                                           dddmmss.s |
 FL0326| FL0333 ALANREED 3                           44.919 METERS 00220     |
 FL0326| FL1993 AMARILLO ST LOUIS AWY BCN 5         APPROX. 1.4 KM 0350334.7 |
 FL0326| FL0325 ALANREED RM 1                        14.500 METERS 07214     |
 FL0326| FL1985 MC LEAN MUNICIPAL TANK              APPROX.13.3 KM 0811943.7 |
 FL0326| FL1992 ALANREED BAPTIST CHURCH CUPOLA      APPROX. 0.7 KM 1083600.0 |
 FL0326| FL0331 ALANREED 2 RM 3                                    16616     |
 FL0326| FL0330 ALANREED 2                           64.006 METERS 18510     |
 FL0326| FL0328 ALANREED AZ                         APPROX. 0.6 KM 2482756.8 |
 FL0326| FL1994 ALANREED 3 RM 7 1975                428.301 METERS 2580942.6 |
 FL0326| FL0327 ALANREED RM 2                        11.872 METERS 26112     |
 FL0326| FL0335 ALANREED 3 RM 6                                    34357     |
 FL0326|---------------------------------------------------------------------|
 FL0326
 FL0326                          SUPERSEDED SURVEY CONTROL
 FL0326
 FL0326  NAD 83(1993)-  35 12 53.62530(N)    100 44 38.21561(W) AD(       ) 3
 FL0326  NAD 83(1986)-  35 12 53.62833(N)    100 44 38.20787(W) AD(       ) 3
 FL0326  NAD 27      -  35 12 53.44900(N)    100 44 36.70500(W) AD(       ) 3
 FL0326  NGVD 29 (??/??/92)  936.537  (m)         3072.62   (f) ADJ UNCH    1 2
 FL0326
 FL0326.Superseded values are not recommended for survey control.
 FL0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0326.See file dsdata.txt to determine how the superseded data were derived.
 FL0326
 FL0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4127198268(NAD 83)
 FL0326_MARKER: DS = TRIANGULATION STATION DISK
 FL0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0326_STAMPING: ALANREED 1951
 FL0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0326+STABILITY: SURFACE MOTION
 FL0326
 FL0326  HISTORY     - Date     Condition        Report By
 FL0326  HISTORY     - 1951     MONUMENTED       CGS
 FL0326  HISTORY     - 1953     GOOD             CGS
 FL0326  HISTORY     - 1953     GOOD             NGS
 FL0326  HISTORY     - 1955     GOOD             CGS
 FL0326  HISTORY     - 1961     GOOD             CGS
 FL0326  HISTORY     - 1964     GOOD             CGS
 FL0326  HISTORY     - 1970     GOOD             USAF
 FL0326  HISTORY     - 1973     GOOD             NGS
 FL0326  HISTORY     - 1975     GOOD             NGS
 FL0326  HISTORY     - 1975     GOOD             NGS
 FL0326
 FL0326                          STATION DESCRIPTION
 FL0326
 FL0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL0326'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE GRAY-DONLEY
 FL0326'COUNTY LINE, 0.5 MILE WEST OF ALANREED, 100 FEET NORTH OF THE
 FL0326'APPROXIMATE CENTER OF U.S. HIGHWAY 66, 32 FEET WEST OF A DRIVEWAY,
 FL0326'6 FEET SOUTH OF A FENCE LINE, AND ON THE HIGHWAY RIGHT-OF-WAY.
 FL0326'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED ALANREED
 FL0326'1951.
 FL0326'
 FL0326'REFERENCE MARK NO. 1 IS 105 FEET NORTH OF THE APPROXIMATE
 FL0326'CENTER OF U.S. HIGHWAY 66 AND 1 FOOT SOUTH OF A FENCE LINE.  THE
 FL0326'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED ALANREED NO 1
 FL0326'1951.
 FL0326'
 FL0326'REFERENCE MARK NO. 2 IS 105 FEET NORTH OF THE APPROXIMATE CENTER
 FL0326'OF U.S. HIGHWAY 66 AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 FL0326'PROJECTS 3 INCHES, AND THE DISK IS STAMPED ALANREED NO 2 1951.
 FL0326'
 FL0326'THE AZIMUTH MARK IS 54 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 FL0326'HIGHWAY 66, 2 FEET SOUTH OF A FENCE LINE, AND ON THE HIGHWAY
 FL0326'RIGHT-OF-WAY.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 FL0326'STAMPED ALANREED 1951.
 FL0326'
 FL0326'TO REACH FROM THE TRAFFIC LIGHT IN ALANREED.  GO WEST ON U.S.
 FL0326'HIGHWAY 66 FOR 0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FL0326'
 FL0326'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO WEST ON U.S.
 FL0326'HIGHWAY FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FL0326'DESCRIBED.
 FL0326
 FL0326                          STATION RECOVERY (1953)
 FL0326
 FL0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FL0326'0.3 MILE NORTH ALONG STATE HIGHWAY 291 FROM THE CHICAGO, ROCK
 FL0326'ISLAND AND PACIFIC RAILROAD STATION AT ALANREED, THENCE 0.5
 FL0326'MILE WEST ALONG U.S. HIGHWAY 66, 59 FEET NORTH OF THE CENTER
 FL0326'LINE OF THE NORTH TRAFFIC LANE OF THE HIGHWAY, 25.5 FEET WEST
 FL0326'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 300 FEET SOUTH OF A
 FL0326'FARMHOUSE, 6 FEET SOUTH OF A FENCE, A TRIANGULATION STATION
 FL0326'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 FL0326'FOOT ABOVE THE GROUND, STAMPED ALANREED 1951.
 FL0326'
 FL0326'ALANREED R.M. 1 IS 47.6 FEET EAST OF TRIANGULATION STATION
 FL0326'ALANREED 1951, 62.6 FEET NORTH OF THE CENTER LINE OF THE NORTH
 FL0326'TRAFFIC LANE OF THE HIGHWAY, 22.5 FEET EAST OF THE CENTER LINE OF
 FL0326'A PRIVATE DRIVEWAY, 1 FOOT SOUTH OF A FENCE, A REFERENCE MARK
 FL0326'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 FL0326'ABOVE THE GROUND, STAMPED ALANREED NO 1 1951.
 FL0326'
 FL0326'ALANREED R.M. 2 IS 38.9 FEET WEST OF TRIANGULATION STATION
 FL0326'ALANREED 1951, 62.3 FEET NORTH OF THE CENTER LINE OF THE NORTH
 FL0326'TRAFFIC LANE OF THE HIGHWAY, 1.3 FEET SOUTH OF A FENCE, A
 FL0326'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 FL0326'PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED ALANREED NO 2 1951.
 FL0326'
 FL0326'ALANREED 1951 AZIMUTH IS 0.6 MILE WEST OF TRIANGULATION STATION
 FL0326'ALANREED 1951, 65.9 FEET SOUTH OF THE CENTER LINE OF THE SOUTH
 FL0326'TRAFFIC LANE OF THE HIGHWAY, 52 FEET NORTHWEST OF THE CENTER LINE
 FL0326'OF OLD U.S. HIGHWAY 66, 1.8 FEET SOUTH OF A FENCE, 5.3 FEET
 FL0326'WEST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 7 FEET ABOVE THE
 FL0326'LEVEL OF THE HIGHWAY, AN AZIMUTH MARK DISK SET IN THE TOP OF A
 FL0326'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, STAMPED
 FL0326'ALANREED 1951.
 FL0326
 FL0326                          STATION RECOVERY (1953)
 FL0326
 FL0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FL0326'0.8 MI NW FROM ALANREED.
 FL0326'0.3 MILE NORTH ALONG STATE HIGHWAY 291 FROM THE CHICAGO, ROCK ISLAND
 FL0326'AND PACIFIC RAILROAD STATION SIGN AT ALANREED, THENCE 0.5 MILE WEST
 FL0326'ALONG U.S. HIGHWAY 66, 59 FEET NORTH OF THE CENTER LINE OF THE NORTH
 FL0326'TRAFFIC LANE OF THE HIGHWAY, 25.5 FEET WEST OF THE CENTER LINE OF A
 FL0326'PRIVATE DRIVEWAY, 300 FEET SOUTH OF A FARMHOUSE, 6 FEET SOUTH OF A
 FL0326'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 FL0326'THE GROUND.
 FL0326
 FL0326                          STATION RECOVERY (1955)
 FL0326
 FL0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 FL0326'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE RECOVERED
 FL0326'AS DESCRIBED.
 FL0326
 FL0326                          STATION RECOVERY (1961)
 FL0326
 FL0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRC)
 FL0326'STATION AND REFERENCE MARKS RECOVERED.  AZIMUTH MARK NOT SEARCHED
 FL0326'FOR.  ALANREED BAPTIST CHURCH SPIRE USE INSTEAD OF AZIMUTH MARK.
 FL0326'DESCRIPTION ADEQUATE.
 FL0326
 FL0326                          STATION RECOVERY (1964)
 FL0326
 FL0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 FL0326'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 FL0326'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FL0326'
 FL0326'THE ORIGINAL DESCRIPTION OF THE STATION WAS FOUND TO BE ADEQUATE
 FL0326'FOR RECOVERY OF ALL MARKS EXCEPT THE AZIMUTH MARK.  THE HIGHWAY
 FL0326'HAS BEEN CHANGED AT THE SITE OF THE AZIMUTH MARK.  THE MARK IS NOW
 FL0326'ON THE SOUTH SIDE OF U.S. HIGHWAY 66, 65 FEET SOUTH OF THE
 FL0326'CENTER LINE OF THE EAST BOUND TRAFFIC LANE, 193 FEET WEST OF THE
 FL0326'NORTHWEST CORNER OF A WOOVEN WIRE FENCE AROUND A SMALL STUCCO
 FL0326'BUILDING, 54 FEET NORTHWEST OF THE CENTER LINE OF THE OLD ROAD
 FL0326'OF HIGHWAY, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND IS
 FL0326'AT A BRACED FENCE POST.  THE MARK PROJECTS 4 INCHES.
 FL0326'
 FL0326'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 FL0326'U.S. HIGHWAY 66 FOR 0.65 MILE TO MARK ON THE LEFT.
 FL0326
 FL0326                          STATION RECOVERY (1970)
 FL0326
 FL0326'RECOVERY NOTE BY US AIR FORCE 1970
 FL0326'ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 FL0326
 FL0326                          STATION RECOVERY (1973)
 FL0326
 FL0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 FL0326'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 FL0326'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 FL0326'TO THE REFERENCE MARKS WERE CHECKED.
 FL0326'
 FL0326'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WILL BE DESTROYED IN THE
 FL0326'FUTURE BY THE RE-CONSTRUCTION OF U. S. HIGHWAY 66, I.S. 40.  THE
 FL0326'AZIMUTH MARK WILL NOT BE DESTROYED, AS IT IS LOCATED ON THE SOUTH
 FL0326'RIGHT-OF-WAY OF THE PRESENT ROAD.
 FL0326'
 FL0326'ALANREED 2 WAS ESTABLISHED ON THE SOUTH RIGHT-OF-WAY AND OUT OF THE
 FL0326'CONSTRUCTION AREA AND A TIE WAS MADE BETWEEN THE TWO STATIONS.
 FL0326'
 FL0326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ALANREED 1/2 MILE
 FL0326'SSW.
 FL0326
 FL0326                          STATION RECOVERY (1975)
 FL0326
 FL0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL0326'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 FL0326'CONDITION.
 FL0326'
 FL0326'THE STATION MARK AND REFERENCE MARKS, AND AZIMUTH MARK WILL BE
 FL0326'DESTROYED BY ROAD CONSTRUCTION.
 FL0326'
 FL0326'NOTE--ALANREED 2 1973 AND REFERENCE MARKS 3 AND 4, WILL BE DESTROYED
 FL0326'BY THE CONSTRUCTION OF A FRONTAGE ROAD.
 FL0326'
 FL0326'ALANREED 3 WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA AND A
 FL0326'TRAVERSE TIE WAS MADE FROM ALANREED 1951 TO ALANREED 3.
 FL0326'
 FL0326'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 FL0326'
 FL0326'SEE DESCRIPTION TO ALANREED 3 1975.
 FL0326'
 FL0326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ALANREED 3/4
 FL0326'MILE--NW.
 FL0326
 FL0326                          STATION RECOVERY (1975)
 FL0326
 FL0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0330 ***********************************************************************
 FL0330  DESIGNATION -  ALANREED 2
 FL0330  PID         -  FL0330
 FL0330  STATE/COUNTY-  TX/GRAY
 FL0330  USGS QUAD   -  ALANREED (1976)
 FL0330
 FL0330                         *CURRENT SURVEY CONTROL
 FL0330  ___________________________________________________________________
 FL0330* NAD 83(1993)-  35 12 51.55505(N)    100 44 38.44446(W)     ADJUSTED  
 FL0330* NAVD 88     -       936.41   (+/-2cm)    3072.2    (feet)  VERTCON   
 FL0330  ___________________________________________________________________
 FL0330  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 FL0330  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL0330
 FL0330  HORZ ORDER  -  THIRD
 FL0330  VERT ORDER  -  THIRD (See Below)
 FL0330
 FL0330.The horizontal coordinates were established by classical geodetic methods
 FL0330.and adjusted by the National Geodetic Survey in February 1996..
 FL0330.No horizontal observational check was made to the station.
 FL0330
 FL0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0330.The vertical order pertains to the NGVD 29 superseded value.
 FL0330
 FL0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0330
 FL0330.The geoid height was determined by GEOID03.
 FL0330
 FL0330;                    North         East     Units Scale Factor Converg.
 FL0330;SPC TX N     - 1,134,975.764   268,825.928   MT  0.99991715   +0 26 17.2
 FL0330;SPC TX N     - 3,723,666.32    881,973.07   sFT  0.99991715   +0 26 17.2
 FL0330;UTM  14      - 3,898,204.183   341,263.774   MT  0.99991054   -1 00 21.1
 FL0330
 FL0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0330!SPC TX N     -   0.99985714  x   0.99991715  =   0.99977431
 FL0330!UTM  14      -   0.99985714  x   0.99991054  =   0.99976770
 FL0330
 FL0330|---------------------------------------------------------------------|
 FL0330| PID    Reference Object                     Distance      Geod. Az  |
 FL0330|                                                           dddmmss.s |
 FL0330| FL0326 ALANREED                             64.006 METERS 00510     |
 FL0330| FL0331 ALANREED 2 RM 3                      20.724 METERS 07630     |
 FL0330| FL1985 MC LEAN MUNICIPAL TANK              APPROX.13.4 KM 0810343.4 |
 FL0330| FL1992 ALANREED BAPTIST CHURCH CUPOLA      APPROX. 0.7 KM 1034133.9 |
 FL0330| FL0328 ALANREED AZ                         APPROX. 0.6 KM 2534613.6 |
 FL0330| FL0332 ALANREED 2 RM 4                      13.718 METERS 25439     |
 FL0330|---------------------------------------------------------------------|
 FL0330
 FL0330                          SUPERSEDED SURVEY CONTROL
 FL0330
 FL0330  NAD 83(1993)-  35 12 51.55682(N)    100 44 38.44346(W) AD(       ) 3
 FL0330  NAD 83(1986)-  35 12 51.55972(N)    100 44 38.43574(W) AD(       ) 3
 FL0330  NAD 27      -  35 12 51.38059(N)    100 44 36.93280(W) AD(       ) 3
 FL0330  NGVD 29 (01/29/03)  936.04   (m)         3071.0    (f) RESET       3  
 FL0330
 FL0330.Superseded values are not recommended for survey control.
 FL0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0330.See file dsdata.txt to determine how the superseded data were derived.
 FL0330
 FL0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4126498204(NAD 83)
 FL0330_MARKER: DS = TRIANGULATION STATION DISK
 FL0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0330_STAMPING: ALANREED 2 1973
 FL0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0330+STABILITY: SURFACE MOTION
 FL0330
 FL0330  HISTORY     - Date     Condition        Report By
 FL0330  HISTORY     - 1973     MONUMENTED       NGS
 FL0330  HISTORY     - 1973     GOOD             NGS
 FL0330
 FL0330                          STATION DESCRIPTION
 FL0330
 FL0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 FL0330'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST-SOUTHWEST OF MCLEAN,
 FL0330'1/2 MILE NORTHWEST OF ALANREED AND ON THE SOUTH RIGHT-OF-WAY OF
 FL0330'U. S. HIGHWAY 66, I. S. 40.
 FL0330'
 FL0330'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 66 AND
 FL0330'STATE HIGHWAY 291 IN ALANREED, GO WESTERLY ON U. S. HIGHWAY 66 FOR
 FL0330'0.7 MILE TO STATION ON THE LEFT.  CONTINUE WESTERLY ON U. S.
 FL0330'HIGHWAY 66 FOR 0.4 MILE TO AZIMUTH MARK ON THE LEFT.
 FL0330'
 FL0330'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FL0330'POST, THAT PROJECTS ABOUT 5-INCHES AND IS STAMPED ALANREED 2 1973.
 FL0330'IT IS 106 FEET EAST-NORTHEAST OF A HI-LINE POLE, 66 FEET
 FL0330'SOUTH-SOUTHEAST OF THE PRESENT EAST BOUND TRAFFIC LANE OF U. S.
 FL0330'HWY.  66, 28 FEET EAST-NORTHEAST OF A WARNING SIGN POST READING
 FL0330'COAXIAL TRANSCONTINENTAL BURIED CABLE, 2 FEET NORTHEAST OF A
 FL0330'METAL WITNESS POST AND 1-FOOT NORTH-NORTHWEST OF THE FENCE-LINE.
 FL0330'
 FL0330'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL0330'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED ALANREED
 FL0330'2 NO 3 1973.  IT IS 97 FEET EAST-NORTHEAST OF A WARNING SIGN POST
 FL0330'READING COAXIAL TRANSCONTINENTAL BURIED CABLE, 68 FEET
 FL0330'SOUTH-SOUTHEAST OF THE PRESENT CENTER-LINE OF THE EAST BOUND
 FL0330'TRAFFIC LANE OF U. S. HWY. 66, 2 FEET WEST-NORTHWEST OF A STATE
 FL0330'HIGHWAY SURVEY STATION SIGN ON FENCE READING STATION 630, 2 FEET
 FL0330'NORTHEAST OF A METAL WITNESS POST AND 1-FOOT NORTH-NORTHWEST OF THE
 FL0330'FENCE-LINE.
 FL0330'
 FL0330'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL0330'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED ALANREED
 FL0330'2 NO 4 1973.  66 FEET SOUTH-SOUTHEAST OF THE PRESENT CENTER-LINE OF
 FL0330'THE EAST BOUND TRAFFIC LANE OF U. S. HWY. 66, 60 FEET
 FL0330'NORTH-NORTHEAST OF A HI-LINE POLE, 16 FEET WEST OF A WARNING SIGN
 FL0330'POST READING COAXIAL TRANSCONTINENTAL BURIED CABLE, 2 FEET
 FL0330'NORTH-NORTHWEST OF THE FENCE-LINE AND 1-FOOT NORTH OF A
 FL0330'METAL WITNESS POST.
 FL0330'
 FL0330'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FL0330'POST, THAT PROJECTS ABOUT 5-INCHES AND IS STAMPED ALANREED 1951.  IT
 FL0330'IS 210 FEET WEST OF A SMALL COMMUNICATION BLOCK BUILDING, 65 FEET
 FL0330'SOUTH-SOUTHEAST OF THE PRESENT CENTER-LINE OF EAST BOUND TRAFFIC
 FL0330'LANE OF U. S. HWY. 66, 5 FEET SOUTHWEST OF A HI-WAY RIGHT-OF-WAY
 FL0330'CONCRETE MARKER POST, 2 FEET SOUTH OF THE FENCE-LINE AND 1.6 FEET
 FL0330'SOUTHEAST OF THE METAL WITNESS POST.
 FL0330
 FL0330                          STATION RECOVERY (1973)
 FL0330
 FL0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FL0330'0.5 MI W FROM ALANREED.
 FL0330'FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 291 IN
 FL0330'ALANREED, GO WESTERLY ON U.S. HIGHWAY 66 FOR 0.7 MILE TO MARK ON THE
 FL0330'LEFT, ACROSS THE ROAD FROM RADIO MAST.  A STANDARD TRIANGULATION
 FL0330'STATION DISK, SET IN THE TOP OF A SQUARE CONCRETE POST, THAT PROJECTS
 FL0330'ABOUT 5-INCHES AND IS STAMPED ALANREED 2 1971.  IT IS 106 FEET
 FL0330'EAST-NORTHEAST OF A HI-LINE POLE, 66 FEET SOUTH-SOUTHEAST OF THE
 FL0330'CENTER-LINE OF THE EAST BOUND TRAFFIC LANE OF U.S. HWY. 66, 28 FEET
 FL0330'EAST-NORTHEAST OF A WARNING SIGN POST READING COAXIAL TRANSCONTINENTAL
 FL0330'BURIED CABLE, 2 FEET NORTHEAST OF A METAL WITNESS POST AND 1-FOOT
 FL0330'NORTH-NORTHWEST OF A FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0331 ***********************************************************************
 FL0331  DESIGNATION -  ALANREED 2 RM 3
 FL0331  PID         -  FL0331
 FL0331  STATE/COUNTY-  TX/GRAY
 FL0331  USGS QUAD   -  ALANREED (1976)
 FL0331
 FL0331                         *CURRENT SURVEY CONTROL
 FL0331  ___________________________________________________________________
 FL0331* NAD 83(1986)-  35 12 51.     (N)    100 44 38.     (W)     SCALED    
 FL0331* NAVD 88     -       936.27   (+/-2cm)    3071.7    (feet)  VERTCON   
 FL0331  ___________________________________________________________________
 FL0331  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL0331
 FL0331  VERT ORDER  -  THIRD (See Below)
 FL0331
 FL0331.The horizontal coordinates were scaled from a topographic map and have
 FL0331.an estimated accuracy of +/- 6 seconds.
 FL0331
 FL0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0331.The vertical order pertains to the NGVD 29 superseded value.
 FL0331
 FL0331.The geoid height was determined by GEOID03.
 FL0331
 FL0331;                    North         East    Units  Estimated Accuracy
 FL0331;SPC TX N     - 1,134,960.      268,840.      MT  (+/- 180 meters Scaled)
 FL0331
 FL0331                          SUPERSEDED SURVEY CONTROL
 FL0331
 FL0331  NGVD 29 (01/29/03)  935.90   (m)         3070.5    (f) RESET       3  
 FL0331
 FL0331.Superseded values are not recommended for survey control.
 FL0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0331.See file dsdata.txt to determine how the superseded data were derived.
 FL0331
 FL0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD412981(NAD 83)
 FL0331_MARKER: DR = REFERENCE MARK DISK
 FL0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0331_STAMPING: ALANREED 2 NO 3 1973
 FL0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0331+STABILITY: SURFACE MOTION
 FL0331
 FL0331  HISTORY     - Date     Condition        Report By
 FL0331  HISTORY     - 1973     MONUMENTED       NGS
 FL0331
 FL0331                          STATION DESCRIPTION
 FL0331
 FL0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FL0331'0.5 MI W FROM ALANREED.
 FL0331'FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 291 IN
 FL0331'ALANREED, GO WESTERLY ON U.S. HIGHWAY 66 FOR 0.7 MILE TO MARK ON THE
 FL0331'LEFT, ACROSS THE ROAD FROM A RADIO MAST.  STANDARD REFERENCE MARK
 FL0331'DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT
 FL0331'8-INCHES AND IS STAMPED ALANREED 2 NO 3 1973.  IT IS 97 FEET
 FL0331'EAST-NORTHEAST OF A WARNING SIGN POST READING COAXIAL TRANSCONTINENTAL
 FL0331'BURIED CABLE, 66 FEET SOUTH-SOUTHEAST OF THE CENTER-LINE OF THE
 FL0331'PRESENT EAST BOUND TRAFFIC LANE OF U.S. HWY. 66, 2 FEET WEST-NORTHWEST
 FL0331'OF STATE HWY. SURVEY STATION MARKER ON FENCE-LINE READING STA. 630, 2
 FL0331'FEET NORTHEAST OF A METAL WITNESS POST AND 1-FOOT NORTH-NORTHWEST OF A
 FL0331'FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0332 ***********************************************************************
 FL0332  DESIGNATION -  ALANREED 2 RM 4
 FL0332  PID         -  FL0332
 FL0332  STATE/COUNTY-  TX/GRAY
 FL0332  USGS QUAD   -  ALANREED (1976)
 FL0332
 FL0332                         *CURRENT SURVEY CONTROL
 FL0332  ___________________________________________________________________
 FL0332* NAD 83(1986)-  35 12 51.     (N)    100 44 40.     (W)     SCALED    
 FL0332* NAVD 88     -       936.51   (+/-2cm)    3072.5    (feet)  VERTCON   
 FL0332  ___________________________________________________________________
 FL0332  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL0332
 FL0332  VERT ORDER  -  THIRD (See Below)
 FL0332
 FL0332.The horizontal coordinates were scaled from a topographic map and have
 FL0332.an estimated accuracy of +/- 6 seconds.
 FL0332
 FL0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0332.The vertical order pertains to the NGVD 29 superseded value.
 FL0332
 FL0332.The geoid height was determined by GEOID03.
 FL0332
 FL0332;                    North         East    Units  Estimated Accuracy
 FL0332;SPC TX N     - 1,134,960.      268,790.      MT  (+/- 180 meters Scaled)
 FL0332
 FL0332                          SUPERSEDED SURVEY CONTROL
 FL0332
 FL0332  NGVD 29 (01/29/03)  936.13   (m)         3071.3    (f) RESET       3  
 FL0332
 FL0332.Superseded values are not recommended for survey control.
 FL0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0332.See file dsdata.txt to determine how the superseded data were derived.
 FL0332
 FL0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD412981(NAD 83)
 FL0332_MARKER: DR = REFERENCE MARK DISK
 FL0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0332_STAMPING: ALANREED 2 NO 4 1973
 FL0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0332+STABILITY: SURFACE MOTION
 FL0332
 FL0332  HISTORY     - Date     Condition        Report By
 FL0332  HISTORY     - 1973     MONUMENTED       NGS
 FL0332
 FL0332                          STATION DESCRIPTION
 FL0332
 FL0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 FL0332'0.5 MI W FROM ALANREED.
 FL0332'FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 291 IN
 FL0332'ALANREED, GO WESTERLY ON U.S. HWY. 66 FOR 0.7 MILE TO MARK ON THE
 FL0332'LEFT, ACROSS THE ROAD FROM RADIO MAST.  A STANDARD REFERENCE MARK
 FL0332'DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT
 FL0332'8-INCHES AND IS STAMPED ALANREED 2 NO 4 1973.  IT IS 66 FEET
 FL0332'SOUTH-SOUTHEAST OF THE PRESENT CENTER-LINE OF THE EAST BOUND TRAFFIC
 FL0332'LANE OF U.S. HWY. 66, 60 FEET NORTH-NORTHEAST OF A HI-LINE POLE, 16
 FL0332'FEET WEST OF A WARNING SIGN POST READING COAXIAL TRANSCONTINENTAL
 FL0332'BURIED CABLE, 2 FEET NORTH-NORTHWEST OF FENCE-LINE AND 1-FOOT NORTH OF
 FL0332'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0333 ***********************************************************************
 FL0333  DESIGNATION -  ALANREED 3
 FL0333  PID         -  FL0333
 FL0333  STATE/COUNTY-  TX/GRAY
 FL0333  USGS QUAD   -  ALANREED (1976)
 FL0333
 FL0333                         *CURRENT SURVEY CONTROL
 FL0333  ___________________________________________________________________
 FL0333* NAD 83(1993)-  35 12 55.07989(N)    100 44 38.14421(W)     ADJUSTED  
 FL0333* NAVD 88     -       936.22   (+/-2cm)    3071.6    (feet)  VERTCON   
 FL0333  ___________________________________________________________________
 FL0333  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 FL0333  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL0333
 FL0333  HORZ ORDER  -  THIRD
 FL0333  VERT ORDER  -  THIRD (See Below)
 FL0333
 FL0333.The horizontal coordinates were established by classical geodetic methods
 FL0333.and adjusted by the National Geodetic Survey in February 1996..
 FL0333.No horizontal observational check was made to the station.
 FL0333
 FL0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0333.The vertical order pertains to the NGVD 29 superseded value.
 FL0333
 FL0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0333
 FL0333.The geoid height was determined by GEOID03.
 FL0333
 FL0333;                    North         East     Units Scale Factor Converg.
 FL0333;SPC TX N     - 1,135,084.438   268,832.690   MT  0.99991709   +0 26 17.4
 FL0333;SPC TX N     - 3,724,022.86    881,995.25   sFT  0.99991709   +0 26 17.4
 FL0333;UTM  14      - 3,898,312.651   341,273.272   MT  0.99991050   -1 00 21.1
 FL0333
 FL0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0333!SPC TX N     -   0.99985718  x   0.99991709  =   0.99977428
 FL0333!UTM  14      -   0.99985718  x   0.99991050  =   0.99976769
 FL0333
 FL0333|---------------------------------------------------------------------|
 FL0333| PID    Reference Object                     Distance      Geod. Az  |
 FL0333|                                                           dddmmss.s |
 FL0333| AA3629 ALANREED 3 RM 5                      11.392 METERS 07258     |
 FL0333| FL1985 MC LEAN MUNICIPAL TANK              APPROX.13.3 KM 0813106.2 |
 FL0333| FL1992 ALANREED BAPTIST CHURCH CUPOLA      APPROX. 0.8 KM 1115246.4 |
 FL0333| FL0326 ALANREED                             44.919 METERS 18220     |
 FL0333| FL0328 ALANREED AZ                         APPROX. 0.7 KM 2445509.6 |
 FL0333| FL1994 ALANREED 3 RM 7 1975                441.454 METERS 2523000.3 |
 FL0333| FL0335 ALANREED 3 RM 6                                    25302     |
 FL0333|---------------------------------------------------------------------|
 FL0333
 FL0333                          SUPERSEDED SURVEY CONTROL
 FL0333
 FL0333  NAD 83(1993)-  35 12 55.08166(N)    100 44 38.14322(W) AD(       ) 3
 FL0333  NAD 83(1986)-  35 12 55.08470(N)    100 44 38.13548(W) AD(       ) 3
 FL0333  NAD 27      -  35 12 54.90538(N)    100 44 36.63261(W) AD(       ) 3
 FL0333  NGVD 29 (01/29/03)  935.84   (m)         3070.3    (f) RESET       3  
 FL0333
 FL0333.Superseded values are not recommended for survey control.
 FL0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0333.See file dsdata.txt to determine how the superseded data were derived.
 FL0333
 FL0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4127398313(NAD 83)
 FL0333_MARKER: DS = TRIANGULATION STATION DISK
 FL0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0333_STAMPING: ALANREED 3 1975
 FL0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0333+STABILITY: SURFACE MOTION
 FL0333
 FL0333  HISTORY     - Date     Condition        Report By
 FL0333  HISTORY     - 1975     MONUMENTED       NGS
 FL0333  HISTORY     - 1975     GOOD             NGS
 FL0333
 FL0333                          STATION DESCRIPTION
 FL0333
 FL0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL0333'THE STATION IS LOCATED ABOUT 8 MILES WEST OF MCLEAN, ABOUT 0.5
 FL0333'MILE NORTHWEST OF ALANREED, ALONG THE NORTH RIGHT-OF-WAY OF
 FL0333'INTERSTATE 40 (U.S. HWY. 66) AND ABOUT 300 FEET SOUTH OF THE
 FL0333'INTER-CITY RELAY RADIO MAST.
 FL0333'
 FL0333'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 66,
 FL0333'(INTER-STATE 40) AND STATE HIGHWAY 291, IN ALANREED.  GO WESTERLY
 FL0333'ON U.S. HWY. 66 (INTER-STATE 40) FOR 0.6 MILE TO A SIDE ROAD ON
 FL0333'THE RIGHT, AND STATION ON THE RIGHT.
 FL0333'
 FL0333'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 FL0333'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED ALANREED 3 1975.
 FL0333'IT IS 303 FEET SOUTH OF KWV 66 INTER-CITY RELAY MAST, 110 FEET EAST
 FL0333'OF A HI-LINE POLE, 127 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 FL0333'VACANT HOUSE, 64.6 FEET EAST OF A WARNING SIGN POST, FOR A BURIED
 FL0333'CABLE LINE, 13.6 FEET EAST OF THE EAST END OF GATE, 2 FEET
 FL0333'SOUTHWEST OF A METAL WITNESS POST AND 1.6 FEET SOUTH OF THE
 FL0333'FENCE-LINE.
 FL0333'
 FL0333'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A
 FL0333'ROUND CONCRETE POST, THAT PROJECTS ABOUT 5-INCHES AND IS STAMPED
 FL0333'ALANREED 3 NO 5 1975.  IT IS 51 FEET EAST OF THE EAST END OF GATE,
 FL0333'AND 1-FOOT SOUTH OF THE FENCE-LINE.
 FL0333'
 FL0333'REFERENCE MARK NO. 6 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL0333'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED ALANREED
 FL0333'3 NO 6 1975.  IT IS 63 FEET EAST OF A HI-LINE POLE, 18 FEET
 FL0333'EAST-SOUTHEAST OF A WARNING SIGN POST, FOR BURIED CABLE LINE,
 FL0333'10.6 FEET WEST OF THE WEST END OF GATE AND 1-FOOT SOUTH OF THE
 FL0333'FENCE-LINE.
 FL0333'
 FL0333'REFERENCE MARK NO. 7 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL0333'CONCRETE POST, THAT PROJECTS ABOUT 7-INCHES AND IS STAMPED
 FL0333'ALANREED 3 NO 7 AZI 1975.  IT IS 236 FEET WEST OF HIGHWAY SURVEY
 FL0333'STATION NO. 635, 1-FOOT SOUTH OF FENCE-LINE AND METAL WITNESS
 FL0333'POST.
 FL0333'
 FL0333'TO REACH REFERENCE MARK NO. 7 AZI. FROM THE STATION, GO WEST FOR
 FL0333'0.3 MILE.
 FL0333'
 FL0333'NEAREST TOWN--ALANREED.
 FL0333'
 FL0333'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL0333
 FL0333                          STATION RECOVERY (1975)
 FL0333
 FL0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0333'0.5 MI NW FROM ALANREED.
 FL0333'FROM THE INTERSECTION OF U.S. HIGHWAY 66, (INTER-STATE 40) AND STATE
 FL0333'HIGHWAY 291, IN ALANREED.  GO WESTERLY ON U.S. HIGHWAY 66 FOR 0.6 MILE
 FL0333'TO MARK ON THE RIGHT.  STANDARD TRIANGULATION STATION MARK DISK, SET
 FL0333'IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND. IT
 FL0333'IS 303 FEET SOUTH OF KWV 66 INTER-STATE RELAY RADIO MAST, 127 FEET
 FL0333'SOUTH OF THE SOUTHEAST CORNER OF VACANT HOUSE, 64.6 FEET EAST OF A
 FL0333'WARNING SIGN POST, FOR BURIED CABLE LINE, 13.6 FEET EAST OF THE EAST
 FL0333'END OF GATE, 2 FEET SOUTHWEST OF A METAL WITNESS POST AND 1.6 FEET
 FL0333'SOUTH OF FENCE-LINE.  ELEVATION TRANSFERRED FROM ALANREED 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0329 ***********************************************************************
 FL0329  DESIGNATION -  ALANREED 3 AZ RM 7
 FL0329  PID         -  FL0329
 FL0329  STATE/COUNTY-  TX/GRAY
 FL0329  USGS QUAD   -  ALANREED (1976)
 FL0329
 FL0329                         *CURRENT SURVEY CONTROL
 FL0329  ___________________________________________________________________
 FL0329* NAD 83(1986)-  35 12 50.     (N)    100 44 52.     (W)     SCALED    
 FL0329* NAVD 88     -       935.61   (+/-2cm)    3069.6    (feet)  VERTCON   
 FL0329  ___________________________________________________________________
 FL0329  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL0329
 FL0329  VERT ORDER  -  THIRD (See Below)
 FL0329
 FL0329.The horizontal coordinates were scaled from a topographic map and have
 FL0329.an estimated accuracy of +/- 6 seconds.
 FL0329
 FL0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0329.The vertical order pertains to the NGVD 29 superseded value.
 FL0329
 FL0329.The geoid height was determined by GEOID03.
 FL0329
 FL0329;                    North         East    Units  Estimated Accuracy
 FL0329;SPC TX N     - 1,134,930.      268,480.      MT  (+/- 180 meters Scaled)
 FL0329
 FL0329                          SUPERSEDED SURVEY CONTROL
 FL0329
 FL0329  NGVD 29 (01/29/03)  935.23   (m)         3068.3    (f) RESET       3  
 FL0329
 FL0329.Superseded values are not recommended for survey control.
 FL0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0329.See file dsdata.txt to determine how the superseded data were derived.
 FL0329
 FL0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD409981(NAD 83)
 FL0329_MARKER: DR = REFERENCE MARK DISK
 FL0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0329_STAMPING: ALANREED 3 NO 7 AZI 1975
 FL0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0329+STABILITY: SURFACE MOTION
 FL0329
 FL0329  HISTORY     - Date     Condition        Report By
 FL0329  HISTORY     - 1975     MONUMENTED       NGS
 FL0329
 FL0329                          STATION DESCRIPTION
 FL0329
 FL0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FL0329'1 MI WNW FROM ALANREED.
 FL0329'FROM THE INTERSECTION OF U.S. HIGHWAY 66, (INTER-STATE 40) AND STATE
 FL0329'HIGHWAY 291, IN ALANREED.  GO WESTERLY ON U.S. HIGHWAY 66 FOR 0.9 MILE
 FL0329'TO MARK ON THE RIGHT.  STANDARD REFERENCE MARK DISK, SET IN THE TOP OF
 FL0329'A ROUND CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES.  IT IS 236 FEET
 FL0329'WEST OF HIGHWAY SURVEY STATION NO. 635 AND 1-FOOT SOUTH OF THE
 FL0329'FENCE-LINE, WITNESS POST AND SIGN.  ELEVATION TRANSFERRED FROM
 FL0329'ALANREED AZI. MK. 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3629 ***********************************************************************
 AA3629  DESIGNATION -  ALANREED 3 RM 5
 AA3629  PID         -  AA3629
 AA3629  STATE/COUNTY-  TX/GRAY
 AA3629  USGS QUAD   -  ALANREED (1976)
 AA3629
 AA3629                         *CURRENT SURVEY CONTROL
 AA3629  ___________________________________________________________________
 AA3629* NAD 83(1986)-  35 12 54.     (N)    100 44 38.     (W)     SCALED    
 AA3629* NAVD 88     -       936.16   (+/-2cm)    3071.4    (feet)  VERTCON   
 AA3629  ___________________________________________________________________
 AA3629  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AA3629
 AA3629  VERT ORDER  -  THIRD (See Below)
 AA3629
 AA3629.The horizontal coordinates were scaled from a topographic map and have
 AA3629.an estimated accuracy of +/- 6 seconds.
 AA3629
 AA3629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3629.The vertical order pertains to the NGVD 29 superseded value.
 AA3629
 AA3629.The geoid height was determined by GEOID03.
 AA3629
 AA3629;                    North         East    Units  Estimated Accuracy
 AA3629;SPC TX N     - 1,135,050.      268,840.      MT  (+/- 180 meters Scaled)
 AA3629
 AA3629                          SUPERSEDED SURVEY CONTROL
 AA3629
 AA3629  NGVD 29 (01/29/03)  935.79   (m)         3070.2    (f) RESET       3  
 AA3629
 AA3629.Superseded values are not recommended for survey control.
 AA3629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3629.See file dsdata.txt to determine how the superseded data were derived.
 AA3629
 AA3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD412982(NAD 83)
 AA3629_MARKER: DR = REFERENCE MARK DISK
 AA3629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3629_STAMPING: ALANREED 3 NO 5 1975
 AA3629_MARK LOGO: NGS   
 AA3629_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3629+STABILITY: SURFACE MOTION
 AA3629
 AA3629  HISTORY     - Date     Condition        Report By
 AA3629  HISTORY     - 1975     MONUMENTED       NGS
 AA3629  HISTORY     - 19751009 GOOD             NGS
 AA3629
 AA3629                          STATION DESCRIPTION
 AA3629
 AA3629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AA3629'0.3 MILES (0.5 KM) NORTH ALONG STATE HIGHWAY 291 FROM CHICAGO, ROCK
 AA3629'ISLAND, AND PACIFIC RAILROAD STATION SIGN IN ALANREED, THENCE 0.5 MILE
 AA3629'(0.8 KM) WEST ALONG US HIGHWAY 66, 51 FEET (15.5 M) EAST OF EAST END
 AA3629'OF GATE, 1 FOOT (0.3 M) SOUTH OF FENCE LINE, MARK PROJECTS 6 INCHES
 AA3629'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1994 ***********************************************************************
 FL1994  DESIGNATION -  ALANREED 3 RM 7 1975
 FL1994  PID         -  FL1994
 FL1994  STATE/COUNTY-  TX/GRAY
 FL1994  USGS QUAD   -  ALANREED (1976)
 FL1994
 FL1994                         *CURRENT SURVEY CONTROL
 FL1994  ___________________________________________________________________
 FL1994* NAD 83(1993)-  35 12 50.77211(N)    100 44 54.79093(W)     ADJUSTED  
 FL1994* NAVD 88     -       935.60   (+/-2cm)    3069.5    (feet)  VERTCON   
 FL1994  ___________________________________________________________________
 FL1994  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 FL1994  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL1994
 FL1994  HORZ ORDER  -  THIRD
 FL1994  VERT ORDER  -  THIRD ? (See Below)
 FL1994
 FL1994.The horizontal coordinates were established by classical geodetic methods
 FL1994.and adjusted by the National Geodetic Survey in February 1996..
 FL1994.No horizontal observational check was made to the station.
 FL1994
 FL1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1994.The vertical order pertains to the NGVD 29 superseded value.
 FL1994
 FL1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1994
 FL1994.The geoid height was determined by GEOID03.
 FL1994
 FL1994;                    North         East     Units Scale Factor Converg.
 FL1994;SPC TX N     - 1,134,948.487   268,412.730   MT  0.99991717   +0 26 07.8
 FL1994;SPC TX N     - 3,723,576.83    880,617.43   sFT  0.99991717   +0 26 07.8
 FL1994;UTM  14      - 3,898,187.327   340,850.022   MT  0.99991216   -1 00 30.5
 FL1994
 FL1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1994!SPC TX N     -   0.99985727  x   0.99991717  =   0.99977445
 FL1994!UTM  14      -   0.99985727  x   0.99991216  =   0.99976945
 FL1994
 FL1994:                Primary Azimuth Mark                     Grid Az
 FL1994:SPC TX N     -  ALANREED 3                               072 03 42.9
 FL1994:UTM  14      -  ALANREED 3                               073 30 21.2
 FL1994
 FL1994|---------------------------------------------------------------------|
 FL1994| PID    Reference Object                     Distance      Geod. Az  |
 FL1994|                                                           dddmmss.s |
 FL1994| FL0333 ALANREED 3                          441.454 METERS 0722950.7 |
 FL1994| FL0326 ALANREED                            428.301 METERS 0780933.0 |
 FL1994|---------------------------------------------------------------------|
 FL1994
 FL1994                          SUPERSEDED SURVEY CONTROL
 FL1994
 FL1994  NAD 83(1993)-  35 12 50.77389(N)    100 44 54.78993(W) AD(       ) 3
 FL1994  NAD 83(1986)-  35 12 50.77691(N)    100 44 54.78219(W) AD(       ) 3
 FL1994  NAD 27      -  35 12 50.59753(N)    100 44 53.27887(W) AD(       ) 3
 FL1994  NGVD 29 (07/19/86)  935.23   (m)         3068.3    (f) LEVELING    3  
 FL1994
 FL1994.Superseded values are not recommended for survey control.
 FL1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1994.See file dsdata.txt to determine how the superseded data were derived.
 FL1994
 FL1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4085098187(NAD 83)
 FL1994_MARKER: DR = REFERENCE MARK DISK
 FL1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1994+STABILITY: SURFACE MOTION
 FL1994
 FL1994  HISTORY     - Date     Condition        Report By
 FL1994  HISTORY     - 1975     MONUMENTED       NGS
 FL1994
 FL1994                          STATION DESCRIPTION
 FL1994
 FL1994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL1994'THE STATION IS LOCATED ABOUT 8 MILES WEST OF MCLEAN, ABOUT 0.5
 FL1994'MILE NORTHWEST OF ALANREED, ALONG THE NORTH RIGHT-OF-WAY OF
 FL1994'INTER-STATE 40 (U.S. HWY. 66) AND ABOUT 300 FEET SOUTH OF THE
 FL1994'INTER-CITY RELAY RADIO MAST.
 FL1994'
 FL1994'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 66,
 FL1994'(INTER-STATE 40) AND STATE HIGHWAY 291, IN ALANREED.  GO
 FL1994'WESTERLY ON U.S. HWY. 66 (INTER-STATE 40) FOR 0.6 MILE TO A SIDE
 FL1994'ROAD ON THE RIGHT, AND STATION ON THE RIGHT.
 FL1994'
 FL1994'REFERENCE MARK NO. 7 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL1994'CONCRETE POST, THAT PROJECTS ABOUT 7-INCHES AND IS STAMPED ALANREED
 FL1994'3 NO 7 AZI 1975.  IT IS 236 FEET WEST OF HIGHWAY SURVEY STATION
 FL1994'NO. 635, 1-FOOT SOUTH OF FENCE-LINE AND METAL WITNESS POST.
 FL1994'
 FL1994'TO REACH REFERENCE MARK NO. 7 AZI. FROM THE STATION, GO WEST FOR
 FL1994'0.3 MILE.
 FL1994'
 FL1994'NEAREST TOWN--ALANREED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0328 ***********************************************************************
 FL0328  DESIGNATION -  ALANREED AZ
 FL0328  PID         -  FL0328
 FL0328  STATE/COUNTY-  TX/GRAY
 FL0328  USGS QUAD   -  ROCKLEDGE (1964)
 FL0328
 FL0328                         *CURRENT SURVEY CONTROL
 FL0328  ___________________________________________________________________
 FL0328* NAD 83(1993)-  35 12 45.94529(N)    100 45 01.92420(W)     ADJUSTED  
 FL0328* NAVD 88     -       937.834  (meters)    3076.88   (feet)  ADJUSTED  
 FL0328  ___________________________________________________________________
 FL0328  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 FL0328  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL0328  DYNAMIC HT  -         936.794 (meters)    3073.47  (feet)  COMP
 FL0328  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 FL0328
 FL0328  HORZ ORDER  -  THIRD
 FL0328  VERT ORDER  -  FIRST     CLASS II
 FL0328
 FL0328.The horizontal coordinates were established by classical geodetic methods
 FL0328.and adjusted by the National Geodetic Survey in February 1996..
 FL0328
 FL0328.The orthometric height was determined by differential leveling
 FL0328.and adjusted by the National Geodetic Survey in June 1991..
 FL0328
 FL0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0328
 FL0328.The geoid height was determined by GEOID03.
 FL0328
 FL0328.The dynamic height is computed by dividing the NAVD 88
 FL0328.geopotential number by the normal gravity value computed on the
 FL0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0328.degrees latitude (g = 980.6199 gals.).
 FL0328
 FL0328.The modeled gravity was interpolated from observed gravity values.
 FL0328
 FL0328;                    North         East     Units Scale Factor Converg.
 FL0328;SPC TX N     - 1,134,798.381   268,233.466   MT  0.99991725   +0 26 03.6
 FL0328;SPC TX N     - 3,723,084.35    880,029.30   sFT  0.99991725   +0 26 03.6
 FL0328;UTM  14      - 3,898,041.787   340,667.033   MT  0.99991288   -1 00 34.5
 FL0328
 FL0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0328!SPC TX N     -   0.99985692  x   0.99991725  =   0.99977419
 FL0328!UTM  14      -   0.99985692  x   0.99991288  =   0.99976982
 FL0328
 FL0328:                Primary Azimuth Mark                     Grid Az
 FL0328:SPC TX N     -  ALANREED                                 068 01 39.5
 FL0328:UTM  14      -  ALANREED                                 069 28 17.6
 FL0328
 FL0328|---------------------------------------------------------------------|
 FL0328| PID    Reference Object                     Distance      Geod. Az  |
 FL0328|                                                           dddmmss.s |
 FL0328| FL0326 ALANREED                            APPROX. 0.6 KM 0682743.1 |
 FL0328| FL0330 ALANREED 2                          APPROX. 0.6 KM 0734600.1 |
 FL0328|---------------------------------------------------------------------|
 FL0328
 FL0328                          SUPERSEDED SURVEY CONTROL
 FL0328
 FL0328  NAD 83(1993)-  35 12 45.94708(N)    100 45 01.92320(W) AD(       ) 3
 FL0328  NAD 83(1986)-  35 12 45.95004(N)    100 45 01.91548(W) AD(       ) 3
 FL0328  NAD 27      -  35 12 45.77056(N)    100 45 00.41190(W) AD(       ) 3
 FL0328  NGVD 29 (??/??/92)  937.459  (m)         3075.65   (f) ADJ UNCH    1 2
 FL0328
 FL0328.Superseded values are not recommended for survey control.
 FL0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0328.See file dsdata.txt to determine how the superseded data were derived.
 FL0328
 FL0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4066798042(NAD 83)
 FL0328_MARKER: DZ = AZIMUTH MARK DISK
 FL0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0328_STAMPING: ALANREED 1951
 FL0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0328+STABILITY: SURFACE MOTION
 FL0328
 FL0328  HISTORY     - Date     Condition        Report By
 FL0328  HISTORY     - 1951     MONUMENTED       CGS
 FL0328  HISTORY     - 1953     GOOD             NGS
 FL0328  HISTORY     - 1973     GOOD             NGS
 FL0328  HISTORY     - 1975     GOOD             NGS
 FL0328
 FL0328                          STATION DESCRIPTION
 FL0328
 FL0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0328'1.4 MI NW FROM ALANREED.
 FL0328'0.3 MILE NORTH ALONG STATE HIGHWAY 291 FROM THE CHICAGO, ROCK ISLAND
 FL0328'AND PACIFIC RAILROAD STATION SIGN AT ALANREED, THENCE 1.1 MILES WEST
 FL0328'ALONG U.S. HIGHWAY 66, 0.6 MILE WEST OF TRIANGULATION STATION ALANREED
 FL0328'1951, 65.9 FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRAFFIC LANE OF
 FL0328'THE HIGHWAY, 52 FEET NORTHWEST OF THE CENTER LINE OF OLD U.S. HIGHWAY
 FL0328'66, 1.8 FEET SOUTH OF A FENCE, 5.3 FEET WEST OF A CONCRETE HIGHWAY
 FL0328'RIGHT OF WAY MARKER, 7 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
 FL0328'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FL0328
 FL0328                          STATION RECOVERY (1973)
 FL0328
 FL0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 FL0328'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FL0328'POST, THAT PROJECTS ABOUT 5-INCHES AND IS STAMPED ALANREED 1951.
 FL0328'IT IS 210 FEET WEST OF A SMALL COMMUNICATION BLOCK BUILDING, 65
 FL0328'FEET SOUTH-SOUTHEAST OF THE PRESENT CENTER-LINE OF EAST BOUND
 FL0328'TRAFFIC LANE OF U. S. HWY. 66, 5 FEET SOUTHWEST OF A HI-WAY
 FL0328'RIGHT-OF-WAY CONCRETE MARKER POST, 2 FEET SOUTH OF THE FENCE-LINE
 FL0328'AND 1.6 FEET SOUTHEAST OF THE METAL WITNESS POST.
 FL0328
 FL0328                          STATION RECOVERY (1975)
 FL0328
 FL0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1992 ***********************************************************************
 FL1992  DESIGNATION -  ALANREED BAPTIST CHURCH CUPOLA
 FL1992  PID         -  FL1992
 FL1992  STATE/COUNTY-  TX/GRAY
 FL1992  USGS QUAD   -  ALANREED (1976)
 FL1992
 FL1992                         *CURRENT SURVEY CONTROL
 FL1992  ___________________________________________________________________
 FL1992* NAD 83(1993)-  35 12 45.96415(N)    100 44 10.48786(W)     ADJUSTED  
 FL1992* NAVD 88     -                                                        
 FL1992  ___________________________________________________________________
 FL1992  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 FL1992  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL1992
 FL1992  HORZ ORDER  -  THIRD
 FL1992
 FL1992.The horizontal coordinates were established by classical geodetic methods
 FL1992.and adjusted by the National Geodetic Survey in February 1996..
 FL1992
 FL1992
 FL1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1992
 FL1992.The geoid height was determined by GEOID03.
 FL1992
 FL1992;                    North         East     Units Scale Factor Converg.
 FL1992;SPC TX N     - 1,134,808.917   269,534.245   MT  0.99991725   +0 26 33.4
 FL1992;SPC TX N     - 3,723,118.92    884,296.94   sFT  0.99991725   +0 26 33.4
 FL1992;UTM  14      - 3,898,019.542   341,967.655   MT  0.99990779   -1 00 04.9
 FL1992
 FL1992                          SUPERSEDED SURVEY CONTROL
 FL1992
 FL1992  NAD 83(1993)-  35 12 45.96587(N)    100 44 10.48678(W) AD(       ) 4
 FL1992  NAD 83(1986)-  35 12 45.96810(N)    100 44 10.47901(W) AD(       ) 4
 FL1992  NAD 27      -  35 12 45.78900(N)    100 44 08.97300(W) AD(       ) 3
 FL1992
 FL1992.Superseded values are not recommended for survey control.
 FL1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1992.See file dsdata.txt to determine how the superseded data were derived.
 FL1992
 FL1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4196898020(NAD 83)
 FL1992_MARKER: 86 = CUPOLA
 FL1992
 FL1992  HISTORY     - Date     Condition        Report By
 FL1992  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1992
 FL1992                          STATION DESCRIPTION
 FL1992
 FL1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1992'A SMALL GREEN ROOFED CUPOLA ON SOUTH END OF A WHITE CHURCH
 FL1992'AT WEST EDGE OF ALANREED.  CHURCH IS ON TOP OF HILL AND ON
 FL1992'NORTH SIDE OF PRESENT ROUTING OF U.S. HIGHWAY 66.  THE TOP
 FL1992'CENTER OF CUPOLA WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0325 ***********************************************************************
 FL0325  DESIGNATION -  ALANREED RM 1
 FL0325  PID         -  FL0325
 FL0325  STATE/COUNTY-  TX/GRAY
 FL0325  USGS QUAD   -  ALANREED (1976)
 FL0325
 FL0325                         *CURRENT SURVEY CONTROL
 FL0325  ___________________________________________________________________
 FL0325* NAD 83(1986)-  35 12 53.     (N)    100 44 38.     (W)     SCALED    
 FL0325* NAVD 88     -       936.867  (meters)    3073.70   (feet)  ADJUSTED  
 FL0325  ___________________________________________________________________
 FL0325  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL0325  DYNAMIC HT  -         935.831 (meters)    3070.31  (feet)  COMP
 FL0325  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 FL0325
 FL0325  VERT ORDER  -  FIRST     CLASS II
 FL0325
 FL0325.The horizontal coordinates were scaled from a topographic map and have
 FL0325.an estimated accuracy of +/- 6 seconds.
 FL0325
 FL0325.The orthometric height was determined by differential leveling
 FL0325.and adjusted by the National Geodetic Survey in June 1991..
 FL0325
 FL0325.The geoid height was determined by GEOID03.
 FL0325
 FL0325.The dynamic height is computed by dividing the NAVD 88
 FL0325.geopotential number by the normal gravity value computed on the
 FL0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0325.degrees latitude (g = 980.6199 gals.).
 FL0325
 FL0325.The modeled gravity was interpolated from observed gravity values.
 FL0325
 FL0325;                    North         East    Units  Estimated Accuracy
 FL0325;SPC TX N     - 1,135,020.      268,840.      MT  (+/- 180 meters Scaled)
 FL0325
 FL0325                          SUPERSEDED SURVEY CONTROL
 FL0325
 FL0325  NGVD 29 (??/??/92)  936.496  (m)         3072.49   (f) ADJ UNCH    1 2
 FL0325
 FL0325.Superseded values are not recommended for survey control.
 FL0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0325.See file dsdata.txt to determine how the superseded data were derived.
 FL0325
 FL0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD412982(NAD 83)
 FL0325_MARKER: DR = REFERENCE MARK DISK
 FL0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0325_STAMPING: ALANREED NO 1 1951
 FL0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0325+STABILITY: SURFACE MOTION
 FL0325
 FL0325  HISTORY     - Date     Condition        Report By
 FL0325  HISTORY     - 1951     MONUMENTED       CGS
 FL0325  HISTORY     - 1953     GOOD             NGS
 FL0325  HISTORY     - 1975     GOOD             NGS
 FL0325
 FL0325                          STATION DESCRIPTION
 FL0325
 FL0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0325'0.8 MI NW FROM ALANREED.
 FL0325'0.3 MILE NORTH ALONG STATE HIGHWAY 291 FROM THE CHICAGO, ROCK ISLAND
 FL0325'AND PACIFIC RAILROAD STATION SIGN AT ALANREED, THENCE 0.5 MILE WEST
 FL0325'ALONG U.S. HIGHWAY 66, 62.6 FEET NORTH OF THE CENTER LINE OF THE NORTH
 FL0325'TRAFFIC LANE OF THE HIGHWAY, 22.5 FEET EAST OF THE CENTER LINE OF A
 FL0325'PRIVATE DRIVEWAY, 47.6 FEET EAST OF TRIANGULATION STATION ALANREED
 FL0325'1951, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0325'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FL0325
 FL0325                          STATION RECOVERY (1975)
 FL0325
 FL0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0327 ***********************************************************************
 FL0327  DESIGNATION -  ALANREED RM 2
 FL0327  PID         -  FL0327
 FL0327  STATE/COUNTY-  TX/GRAY
 FL0327  USGS QUAD   -  ALANREED (1976)
 FL0327
 FL0327                         *CURRENT SURVEY CONTROL
 FL0327  ___________________________________________________________________
 FL0327* NAD 83(1986)-  35 12 53.     (N)    100 44 38.     (W)     SCALED    
 FL0327* NAVD 88     -       936.766  (meters)    3073.37   (feet)  ADJUSTED  
 FL0327  ___________________________________________________________________
 FL0327  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL0327  DYNAMIC HT  -         935.731 (meters)    3069.98  (feet)  COMP
 FL0327  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 FL0327
 FL0327  VERT ORDER  -  FIRST     CLASS II
 FL0327
 FL0327.The horizontal coordinates were scaled from a topographic map and have
 FL0327.an estimated accuracy of +/- 6 seconds.
 FL0327
 FL0327.The orthometric height was determined by differential leveling
 FL0327.and adjusted by the National Geodetic Survey in June 1991..
 FL0327
 FL0327.The geoid height was determined by GEOID03.
 FL0327
 FL0327.The dynamic height is computed by dividing the NAVD 88
 FL0327.geopotential number by the normal gravity value computed on the
 FL0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0327.degrees latitude (g = 980.6199 gals.).
 FL0327
 FL0327.The modeled gravity was interpolated from observed gravity values.
 FL0327
 FL0327;                    North         East    Units  Estimated Accuracy
 FL0327;SPC TX N     - 1,135,020.      268,840.      MT  (+/- 180 meters Scaled)
 FL0327
 FL0327                          SUPERSEDED SURVEY CONTROL
 FL0327
 FL0327  NGVD 29 (??/??/92)  936.395  (m)         3072.16   (f) ADJ UNCH    1 2
 FL0327
 FL0327.Superseded values are not recommended for survey control.
 FL0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0327.See file dsdata.txt to determine how the superseded data were derived.
 FL0327
 FL0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD412982(NAD 83)
 FL0327_MARKER: DR = REFERENCE MARK DISK
 FL0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0327_STAMPING: ALANREED NO 2 1951
 FL0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0327+STABILITY: SURFACE MOTION
 FL0327
 FL0327  HISTORY     - Date     Condition        Report By
 FL0327  HISTORY     - 1951     MONUMENTED       CGS
 FL0327  HISTORY     - 1953     GOOD             NGS
 FL0327  HISTORY     - 1975     GOOD             NGS
 FL0327
 FL0327                          STATION DESCRIPTION
 FL0327
 FL0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0327'0.8 MI NW FROM ALANREED.
 FL0327'0.3 MILE NORTH ALONG STATE HIGHWAY 291 FROM THE CHICAGO, ROCK ISLAND
 FL0327'AND PACIFIC RAILROAD STATION SIGN AT ALANREED, THENCE 0.5 MILE WEST
 FL0327'ALONG U.S. HIGHWAY 66, 62.3 FEET NORTH OF THE CENTER LINE OF THE NORTH
 FL0327'TRAFFIC LANE OF THE HIGHWAY, 38.9 FEET WEST OF TRIANGULATION STATION
 FL0327'ALANREED 1951, 1.3 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 FL0327'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FL0327
 FL0327                          STATION RECOVERY (1975)
 FL0327
 FL0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1011 ***********************************************************************
 CT1011  DESIGNATION -  ALARM 2
 CT1011  PID         -  CT1011
 CT1011  STATE/COUNTY-  TX/ERATH
 CT1011  USGS QUAD   -  STEPHENVILLE (1979)
 CT1011
 CT1011                         *CURRENT SURVEY CONTROL
 CT1011  ___________________________________________________________________
 CT1011* NAD 83(1993)-  32 11 03.85230(N)    098 13 44.01843(W)     ADJUSTED  
 CT1011* NAVD 88     -       431.05   (+/-2cm)    1414.2    (feet)  VERTCON   
 CT1011  ___________________________________________________________________
 CT1011  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CT1011  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CT1011
 CT1011  HORZ ORDER  -  FIRST
 CT1011  VERT ORDER  -  THIRD ? (See Below)
 CT1011
 CT1011.The horizontal coordinates were established by classical geodetic methods
 CT1011.and adjusted by the National Geodetic Survey in February 1996..
 CT1011
 CT1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1011.The vertical order pertains to the NGVD 29 superseded value.
 CT1011
 CT1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1011
 CT1011.The geoid height was determined by GEOID03.
 CT1011
 CT1011;                    North         East     Units Scale Factor Converg.
 CT1011;SPC TXNC     - 2,057,446.360   625,565.873   MT  0.99998625   +0 08 52.3
 CT1011;SPC TXNC     - 6,750,138.60  2,052,377.37   sFT  0.99998625   +0 08 52.3
 CT1011;UTM  14      - 3,561,136.268   572,689.889   MT  0.99966516   +0 24 38.7
 CT1011
 CT1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1011!SPC TXNC     -   0.99993667  x   0.99998625  =   0.99992293
 CT1011!UTM  14      -   0.99993667  x   0.99966516  =   0.99960186
 CT1011
 CT1011:                Primary Azimuth Mark                     Grid Az
 CT1011:SPC TXNC     -  STEPHENVILLE TELECOA CABLE MST           001 30 20.2
 CT1011:UTM  14      -  STEPHENVILLE TELECOA CABLE MST           001 14 33.8
 CT1011
 CT1011|---------------------------------------------------------------------|
 CT1011| PID    Reference Object                     Distance      Geod. Az  |
 CT1011|                                                           dddmmss.s |
 CT1011| CT1009 STEPHENVILLE TELECOA CABLE MST      APPROX. 4.8 KM 0013912.5 |
 CT1011| CT1008 STEPHENVILLE WEST MUN TANK          APPROX. 3.9 KM 0102611.6 |
 CT1011| CT1005 STEPENVILLE CITY WATER TANK         APPROX. 4.6 KM 0255123.7 |
 CT1011| CT1007 STEPHENVILLE COURTHOUSE             APPROX. 4.7 KM 0321759.1 |
 CT1011| CT1010 ALARM 2 RM A 1967                    25.505 METERS 10024     |
 CT1011| CX7482 ALARM 2 RM 3                         23.703 METERS 12726     |
 CT1011| CX7481 ALARM 2 AZ MK                                      1472618.2 |
 CT1011| CX7483 ALARM 2 RM 4                         19.156 METERS 30840     |
 CT1011| CT1012 STEPHENVILLE RAD STA KSTV MAST      APPROX. 2.7 KM 3171054.9 |
 CT1011|---------------------------------------------------------------------|
 CT1011
 CT1011                          SUPERSEDED SURVEY CONTROL
 CT1011
 CT1011  NAD 83(1986)-  32 11 03.85753(N)    098 13 43.99924(W) AD(       ) 1
 CT1011  NAD 27      -  32 11 03.34994(N)    098 13 42.85103(W) AD(       ) 1
 CT1011  NGVD 29 (07/19/86)  430.95   (m)         1413.9    (f) LEVELING    3  
 CT1011
 CT1011.Superseded values are not recommended for survey control.
 CT1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1011.See file dsdata.txt to determine how the superseded data were derived.
 CT1011
 CT1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7269061136(NAD 83)
 CT1011_MARKER: DS = TRIANGULATION STATION DISK
 CT1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1011
 CT1011  HISTORY     - Date     Condition        Report By
 CT1011  HISTORY     - 1967     MONUMENTED       CGS
 CT1011  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT1011
 CT1011                          STATION DESCRIPTION
 CT1011
 CT1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CT1011'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF ALEXANDER, 9
 CT1011'MILES NORTHEAST OF DUBLIN, 3 MILES SOUTHWEST OF STEPHENVILLE
 CT1011'AND ON PROPERTY OWNED BY MR. DAN WOLFE.
 CT1011'
 CT1011'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 377
 CT1011'BYPASS AND 377 BUSINESS ROUTE A THE WEST SIDE OF STEPHENVILLE,
 CT1011'GO EASTERLY ON HIGHWAY 377 BYPASS FOR 1.35 MILE TO A SIDE ROAD
 CT1011'RIGHT.  TURN RIGHT AND GO SOUTH AND WEST ON THE MAIN TRAVELED
 CT1011'ROAD FOR 2.25 MILES TO A TRACK LANE ROAD ON THE RIGHT WHERE
 CT1011'THE MAIN ROAD TURNS SHARP LEFT.  (CONTINUE AHEAD ON THE MAIN
 CT1011'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN
 CT1011'RIGHT AND GO NORTH ON THE TRACK LANE ROAD FOR 0.15 MILE TO A
 CT1011'GATE.  PASS THROUGH THE GATE AND GO WESTERLY ON A TRACK ROAD
 CT1011'FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 CT1011'
 CT1011'THE STATION MARK IS A STANDARD DISK STAMPED ALARM 2 1967, SET IN
 CT1011'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND IS
 CT1011'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 70 FEET NORTHWEST
 CT1011'OF A 16-INCH LIVE OAK TREE WITH A TRIANGLE BLAZE, 29 FEET SOUTH
 CT1011'OF AN 18-INCH LIVE OAK TREE AND 14.5 FEET NORTHEAST OF THE
 CT1011'CENTER OF THE TRACK ROAD.
 CT1011'
 CT1011'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ALARM 2 NO 3 1967,
 CT1011'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 CT1011'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 15 FEET
 CT1011'SOUTH OF THE 16-INCH LIVE OAK TREE AND 14 FEET NORTHEAST OF
 CT1011'THE CENTER OF THE TRACK ROAD.
 CT1011'
 CT1011'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED ALARM 2 NO 4 1967,
 CT1011'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 CT1011'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 CT1011'25.5 FEET SOUTH-SOUTHWEST OF A 12-INCH LIVE OAK TREE AND 9
 CT1011'FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD.
 CT1011'
 CT1011'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALARM 2 1967, SET
 CT1011'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 CT1011'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 41
 CT1011'FEET EAST OF A TELEPHONE POLE, 18 FEET SOUTH OF THE CENTER OF
 CT1011'A GRAVELED ROAD AND 1.5 FEET EAST OF A METAL WITNESS POST IN
 CT1011'A FENCE LINE.
 CT1011'
 CT1011'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 CT1011
 CT1011                          STATION RECOVERY (1999)
 CT1011
 CT1011'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1010 ***********************************************************************
 CT1010  DESIGNATION -  ALARM 2 RM A 1967
 CT1010  PID         -  CT1010
 CT1010  STATE/COUNTY-  TX/ERATH
 CT1010  USGS QUAD   -  STEPHENVILLE (1979)
 CT1010
 CT1010                         *CURRENT SURVEY CONTROL
 CT1010  ___________________________________________________________________
 CT1010* NAD 83(1993)-  32 11 03.70281(N)    098 13 43.06078(W)     ADJUSTED  
 CT1010* NAVD 88     -       430.25   (+/-2cm)    1411.6    (feet)  VERTCON   
 CT1010  ___________________________________________________________________
 CT1010  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CT1010  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CT1010
 CT1010  HORZ ORDER  -  FIRST
 CT1010  VERT ORDER  -  THIRD ? (See Below)
 CT1010
 CT1010.The horizontal coordinates were established by classical geodetic methods
 CT1010.and adjusted by the National Geodetic Survey in February 1996..
 CT1010
 CT1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1010.The vertical order pertains to the NGVD 29 superseded value.
 CT1010
 CT1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1010
 CT1010.The geoid height was determined by GEOID03.
 CT1010
 CT1010;                    North         East     Units Scale Factor Converg.
 CT1010;SPC TXNC     - 2,057,441.820   625,590.970   MT  0.99998626   +0 08 52.8
 CT1010;SPC TXNC     - 6,750,123.70  2,052,459.71   sFT  0.99998626   +0 08 52.8
 CT1010;UTM  14      - 3,561,131.845   572,714.999   MT  0.99966520   +0 24 39.2
 CT1010
 CT1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1010!SPC TXNC     -   0.99993680  x   0.99998626  =   0.99992306
 CT1010!UTM  14      -   0.99993680  x   0.99966520  =   0.99960202
 CT1010
 CT1010:                Primary Azimuth Mark                     Grid Az
 CT1010:SPC TXNC     -  STEPHENVILLE TELECOA CABLE MST           001 12 20.2
 CT1010:UTM  14      -  STEPHENVILLE TELECOA CABLE MST           000 56 33.8
 CT1010
 CT1010|---------------------------------------------------------------------|
 CT1010| PID    Reference Object                     Distance      Geod. Az  |
 CT1010|                                                           dddmmss.s |
 CT1010| CT1009 STEPHENVILLE TELECOA CABLE MST      APPROX. 4.8 KM 0012113.0 |
 CT1010| CT1008 STEPHENVILLE WEST MUN TANK          APPROX. 3.9 KM 0100329.5 |
 CT1010| CT1005 STEPENVILLE CITY WATER TANK         APPROX. 4.6 KM 0253252.8 |
 CT1010| CT1007 STEPHENVILLE COURTHOUSE             APPROX. 4.7 KM 0320036.6 |
 CT1010| CT1011 ALARM 2                              25.505 METERS 28024     |
 CT1010| CT1012 STEPHENVILLE RAD STA KSTV MAST      APPROX. 2.7 KM 3165144.4 |
 CT1010| CT1015 GATLIN                              APPROX.16.4 KM 3512017.2 |
 CT1010|---------------------------------------------------------------------|
 CT1010
 CT1010                          SUPERSEDED SURVEY CONTROL
 CT1010
 CT1010  NAD 83(1986)-  32 11 03.70808(N)    098 13 43.04188(W) AD(       ) 1
 CT1010  NAD 27      -  32 11 03.20044(N)    098 13 41.89341(W) AD(       ) 1
 CT1010  NGVD 29 (07/19/86)  430.15   (m)         1411.3    (f) LEVELING    3  
 CT1010
 CT1010.Superseded values are not recommended for survey control.
 CT1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1010.See file dsdata.txt to determine how the superseded data were derived.
 CT1010
 CT1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7271561132(NAD 83)
 CT1010_MARKER: DS = TRIANGULATION STATION DISK
 CT1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1010+STABILITY: SURFACE MOTION
 CT1010
 CT1010  HISTORY     - Date     Condition        Report By
 CT1010  HISTORY     - 1967     MONUMENTED       CGS
 CT1010  HISTORY     - 19990828 GOOD             USPSQD
 CT1010
 CT1010                          STATION DESCRIPTION
 CT1010
 CT1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CT1010'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH OF ALEXANDER, 9
 CT1010'MILES NORTHEAST OF DUBLIN, 3 MILES SOUTHWEST OF STEPHENVILLE
 CT1010'AND ON PROPERTY OWNED BY MR. DAN WOLFE.
 CT1010'
 CT1010'THE STATION MARK IS A STANDARD DISK STAMPED ALARM 2 RM A 1967,
 CT1010'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CT1010'PROJECTS 6 INCHES.  IT IS 52 FEET NORTH-NORTHWEST OF THE CENTER
 CT1010'OF A GRADED ROAD, 51 FEET WEST OF A 16-INCH LIVE OAK TREE, 27
 CT1010'FEET SOUTH-SOUTHWEST OF A 10-INCH TRIANGLE BLAZED LIVE OAK TREE
 CT1010'AND 26 FEET NORTH-NORTHWEST OF A 24-INCH LIVE OAK TREE.
 CT1010'
 CT1010'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ALARM 2
 CT1010'1967.
 CT1010'
 CT1010'FOR A ROUTE TO REACH THE STATION SEE DESCRIPTION FOR ALARM 2 1967.
 CT1010
 CT1010                          STATION RECOVERY (1999)
 CT1010
 CT1010'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1457 ***********************************************************************
 AH1457  DESIGNATION -  ALAZAN
 AH1457  PID         -  AH1457
 AH1457  STATE/COUNTY-  TX/KLEBERG
 AH1457  USGS QUAD   -  POINT OF ROCKS (1975)
 AH1457
 AH1457                         *CURRENT SURVEY CONTROL
 AH1457  ___________________________________________________________________
 AH1457* NAD 83(1993)-  27 19 38.04094(N)    097 29 39.37104(W)     ADJUSTED  
 AH1457* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH1457  ___________________________________________________________________
 AH1457  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AH1457  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH1457
 AH1457  HORZ ORDER  -  SECOND
 AH1457
 AH1457.The horizontal coordinates were established by classical geodetic methods
 AH1457.and adjusted by the National Geodetic Survey in February 1996..
 AH1457
 AH1457.The orthometric height was scaled from a topographic map.
 AH1457
 AH1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1457
 AH1457.The geoid height was determined by GEOID03.
 AH1457
 AH1457;                    North         East     Units Scale Factor Converg.
 AH1457;SPC TX S     - 5,184,374.343   399,523.157   MT  0.99991093   +0 27 23.8
 AH1457;SPC TX S     -17,009,068.16  1,310,768.89   sFT  0.99991093   +0 27 23.8
 AH1457;UTM  14      - 3,023,578.947   648,966.448   MT  0.99987393   +0 41 28.9
 AH1457
 AH1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1457!SPC TX S     -   1.00000351  x   0.99991093  =   0.99991444
 AH1457!UTM  14      -   1.00000351  x   0.99987393  =   0.99987744
 AH1457
 AH1457|---------------------------------------------------------------------|
 AH1457| PID    Reference Object                     Distance      Geod. Az  |
 AH1457|                                                           dddmmss.s |
 AH1457| CV2427 ALAZAN RM 1                          27.052 METERS 02343     |
 AH1457| AH1464 ROX                                 APPROX. 8.3 KM 0703414.2 |
 AH1457| CV2428 ALAZAN RM 2                          12.762 METERS 12642     |
 AH1457|---------------------------------------------------------------------|
 AH1457
 AH1457                          SUPERSEDED SURVEY CONTROL
 AH1457
 AH1457  NAD 83(1986)-  27 19 38.05829(N)    097 29 39.34613(W) AD(       ) 2
 AH1457  NAD 27      -  27 19 36.91200(N)    097 29 38.38000(W) AD(       ) 2
 AH1457
 AH1457.Superseded values are not recommended for survey control.
 AH1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1457.See file dsdata.txt to determine how the superseded data were derived.
 AH1457
 AH1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4896623579(NAD 83)
 AH1457_MARKER: DS = TRIANGULATION STATION DISK
 AH1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1457_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1457
 AH1457  HISTORY     - Date     Condition        Report By
 AH1457  HISTORY     - 1939     MONUMENTED       CGS
 AH1457  HISTORY     - 1949     GOOD             CGS
 AH1457  HISTORY     - 1949     GOOD             CGS
 AH1457  HISTORY     - 1968     GOOD             CGS
 AH1457  HISTORY     - 1969     GOOD             CGS
 AH1457
 AH1457                          STATION DESCRIPTION
 AH1457
 AH1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1457'STATION IS LOCATED ABOUT 20 MILES E OF RIVIERA, 14.5 MILES S
 AH1457'OF LAURELES RANCH HOUSE ON THE LAURELES SECTION OF THE KING
 AH1457'RANCH, ON A PENINSULA BETWEEN BAFFIN BAY AND ALAZAN BAY ABOUT
 AH1457'4.0 MILES NE OF END OF POINT OF THE PENINSULA, 2.25 MILES NW
 AH1457'OF SHORE OF BAFFIN BAY, 3.2 MILES SW OF MARTILLO CAMP, ON A
 AH1457'POINT EXTENDING WESTWARD INTO ALAZAN BAY.  IT IS ABOUT 1/2
 AH1457'MILE E OF W END OF THE POINT, ON THE TOP OF A LOW RIDGE
 AH1457'COVERED WITH SCATTERED CACTUS AND BRUSH.  IT IS ABOUT 200
 AH1457'FEET NW OF NW BANK OF A POND AND ABOUT 150 FEET E OF E SIDE
 AH1457'OF A CLUMP OF THICK BRUSH.
 AH1457'
 AH1457'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AH1457'DISKS, SET IN CONCRETE.
 AH1457'
 AH1457'STATION IS REACHED AS FOLLOWS--FROM THE MARTILLO CAMP, ON THE
 AH1457'LAURELES SECTION OF THE KING RANCH, GO S ON TRAIL 2.25 MILES
 AH1457'TO THE SHORE OF BAFFIN BAY.  WHERE THE TRAIL CURVES RIGHT ALONG
 AH1457'THE BAY, TURN RIGHT OFF TRAIL AND GO NW 0.45 MILE TO A MOTTE.
 AH1457'PASS TO THE RIGHT OF MOTTE AND CONTINUE NW DOWN THE VALLEY
 AH1457'0.3 MILE AND PASS TO THE RIGHT OF ANOTHER MOTTE, CONTINUE
 AH1457'NW 0.2 MILE AND PASS TO THE RIGHT OF A BUSHY KNOLL AND FOLLOW
 AH1457'RIDGE 0.6 MILE IN A WESTERLY DIRECTION TO STATION.
 AH1457'
 AH1457'NOTE--RABBIT 2 (1912) WAS USED FOR THE AZIMUTH.
 AH1457'
 AH1457'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AH1457
 AH1457                          STATION RECOVERY (1949)
 AH1457
 AH1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1457'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 AH1457'2 WERE RECOVERED AND ARE IN GOOD CONDITION.
 AH1457'
 AH1457'FOLLOWING IS A COMPLETE DESCRIPTION--
 AH1457'
 AH1457'THE STATION IS LOCATED ABOUT 20 MILES EAST OF RIVIERA, 14.5
 AH1457'MILES SOUTH OF LAURELES RANCH.  IT IS ON A PENINSULA BETWEEN
 AH1457'BAFFIN BAY AND ALAZAN BAY, ABOUT 4 MILES NORTHEAST OF THE END
 AH1457'OF THE PENINSULA, 2.25 MILES NORTHWEST OF THE WEST SHORE OF
 AH1457'BAFFIN BAY, 300 FEET SOUTHEAST OF THE EAST SHORE OF ALAZAN
 AH1457'BAY, AND ABOUT 200 FEET NORTHWEST OF THE NORTHWEST BANK OF
 AH1457'A LARGE POND.  IT IS ON THE CREST OF A LOW RIDGE COVERED WITH
 AH1457'SCATTERED CACTUS AND BRUSH.  IT PROJECTS ABOUT 10 INCHES AND
 AH1457'IS STAMPED ALAZAN 1939.
 AH1457'
 AH1457'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION AND
 AH1457'IS APPROXIMATELY THE SAME ELEVATION AS THE STATION.  IT PROJECTS
 AH1457'6 INCHES AND IS STAMPED, ALAZAN NO 1 1939.
 AH1457'
 AH1457'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND IS ABOUT
 AH1457'15 INCHES BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 10
 AH1457'INCHES AND IS STAMPED, ALAZAN NO 2 1939.
 AH1457'
 AH1457'STATION ROX 1912 CAN BE USED FOR AN AZIMUTH MARK.  IT IS LOCATED
 AH1457'ON THE SUMMIT OF A PROMINENT BRUSH-COVERED SANDY HILL.  ABOUT
 AH1457'14 MILES SOUTH-SOUTHEAST OF LAURELES RANCH HOUSE AND ABOUT
 AH1457'1.0 MILE WEST OF THE SHORE OF LAGUNA MADRE.  IT IS SET FLUSH
 AH1457'WITH THE GROUND AND IS STAMPED, ROX 1912.
 AH1457'
 AH1457'TO REACH THE STATION FROM THE LAURELES RANCH, FROM CATTLE GUARD
 AH1457'AND ENTRANCE TO THE RANCH YARD, ABOUT 500 FEET NORTH OF THE
 AH1457'HOUSE, GO NORTH FOR 0.25 MILE TO A BUMP GATE ON THE RIGHT, TURN
 AH1457'RIGHT THROUGH GATE AND GO 0.5 MILE TO A FORK, KEEP LEFT FORK
 AH1457'AND GO 2.7 MILES TO A BUMP GATE, PASS THROUGH GATE AND CONTINUE
 AH1457'ON MAIN TRAVELED ROAD FOR 4.6 MILES TO A GATE, WINDMILL AND
 AH1457'BUILDINGS ON THE RIGHT, CONTINUE FOR 1.1 MILES TO ANOTHER GATE,
 AH1457'PASS THROUGH GATE AND CONTINUE FOR 0.8 MILE TO A FORK, KEEP
 AH1457'RIGHT FORK, STRAIGHT AHEAD, AND GO 2.4 MILES TO THE SORDO
 AH1457'WINDMILL ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 4.0
 AH1457'MILES TO A FORK, KEEP RIGHT FORK, MAIN TRAVELED ROAD, AND GO
 AH1457'0.65 MILE TO A DIM TRACK ROAD LEFT, CONTINUE STRAIGHT
 AH1457'AHEAD FOR 0.15 MILE TO A FORK.  (STATION ROX 1912 IS 0.35
 AH1457'MILE EAST OF THIS POINT ON THE SUMMIT OF A LOW SANDY
 AH1457'HILL).  CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR
 AH1457'2.1 MILES TO THE MARTILLE CAMP ON THE RIGHT, GO TO THE
 AH1457'SOUTH OF THE BUILDINGS AND GO WEST FROM THE WATERING TROUGH FOR
 AH1457'ABOUT 35 YARDS, TAKE LEFT FORK, HARD SURFACED ROAD, AND
 AH1457'GO SOUTH FOR 2.4 MILES TO THE BEACH OF BAFFIN BAY AND A SMALL
 AH1457'DOCK ON THE LEFT.  TURN RIGHT AND GO NORTH-NORTHWEST UP A SMALL
 AH1457'VALLEY, KEEPING TO THE RIGHT OF RIDGE WITH TREES ON IT,
 AH1457'FOR 0.4 MILE, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A POINT
 AH1457'WHERE THERE ARE SEVERAL SCATTERED TREES ABOUT 300 FEET TO
 AH1457'THE LEFT, CONTINUE NORTH-NORTHWEST FOR 0.4 MILE, TURN LEFT
 AH1457'AND GO WEST FOR 0.2 MILE TO THE SOUTH END OF A LONG RIDGE WITH
 AH1457'TREES ALONG ITS TOP.  GO ALONG THE SOUTHWEST SIDE OF THE RIDGE
 AH1457'FOR ABOUT 0.8 MILE, TURN LEFT AND GO SOUTHWEST FOR 0.2 MILE
 AH1457'TO A SMALL RIDGE COVERED WITH BRUSH, ENTER BRUSH AND GO 0.2 MILE,
 AH1457'KEEPING SOUTHWEST, TO A SMALL RIVER ON THE RIGHT, CROSS RIVER AND
 AH1457'GO NORTHWEST, AROUND THE NORTH END OF A LARGE POND, FOR 0.55
 AH1457'MILE TO THE CREST OF A RIDGE AND THE STATION.
 AH1457'
 AH1457'AN 87 FOOT SIGNAL AT AGUA 1912 IS VISIBLE AT 4 FEET.
 AH1457'
 AH1457'A 74 FOOT SIGNAL AT HINDJOSO IS VISIBLE AT 4 FEET.
 AH1457'
 AH1457'A 4 FOOT SIGNAL AT ROX 1912 IS VISIBLE AT 4 FEET.
 AH1457
 AH1457                          STATION RECOVERY (1949)
 AH1457
 AH1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1457'STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 AH1457'RECOVERED IN GOOD CONDITION ALL MARKS STAMPED IN ACCORDANCE
 AH1457'WITH ENGDAHLS RECOVERY NOTE.  THE 1949 RECOVERY NOTE BY
 AH1457'R.L. ENGDAHL IS ADEQUATE EXCEPT THAT STATION IS 4 FT. S OF A
 AH1457'4 X 4 INCH WOODEN WITNESS POST.
 AH1457
 AH1457                          STATION RECOVERY (1968)
 AH1457
 AH1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH1457'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AH1457'IN APPARENT GOOD CONDITION.  REFERENCE MARK NO. 2 NOW PROJECTS
 AH1457'2.3 FEET BECAUSE OF EROSION.  THE DISTANCE TO REFERENCE MARK
 AH1457'NO. 2 WAS FOUND TO BE 12.779 METERS AND 41.92 FEET.  THE DISTANCE
 AH1457'TO REFERENCE MARK NO. 1 CHECKED THE 1949 DISTANCES.
 AH1457'
 AH1457'THE RECOVERY DESCRIPTION BY R.L. ENGDAHL, 1949, IS ADEQUATE
 AH1457'FOR RECOVERY OF THE STATION WITH THE FOLLOWING NOTE--THE STATION
 AH1457'IS 220 FEET EAST OF A PROMINENT CLUMP OF BRUSH ON THE RIDGE.
 AH1457'
 AH1457'AIRLINE DISTANCE ADN DIRECTION FORM NEAREST TOWN--20 MILES EAST OF
 AH1457'RIVIERA
 AH1457
 AH1457                          STATION RECOVERY (1969)
 AH1457
 AH1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1457'THE STATION SITE WAS VISITED AND THE STATION MARK AND REFERENCE
 AH1457'MARK NO. 1 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 AH1457'NO. 2 WAS PROJECTING OVER 2 FEET AND SLIGHTLY LOOSE IN THE GROUND,
 AH1457'HOWEVER IT WAS STILL IN ITS ORIGINAL POSITION.  A NEW DESCRIPTION
 AH1457'OF THE ROUTE TO THE STATION FOLLOWS--
 AH1457'
 AH1457'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70
 AH1457'AND 286 IN THE COMMUNITY OF CHAPMAN RANCH, GO EAST ON PAVED ROAD
 AH1457'FOR 2.05 MILES TO THE WEST GATE ENTRANCE OF LAURELES SECTION
 AH1457'OF THE KING RANCH, (OBTAIN INFORMATION AT GATE FOR PERMISSION
 AH1457'TO ENTER RANCH).  PROCEED EASTERLY ON PAVED ROAD FOR 6.4
 AH1457'MILES TO FORK, TAKE RIGHT FORK AND GO SOUTHERLY 11.15 MILES
 AH1457'TO A FORK, CONTINUE SOUTHWESTERLY ON MAIN TRAVELED ROAD (RIGHT
 AH1457'FORK) FOR 0.25 MILE TO T-JUNCTION.  TURN LEFT AND GO SOUTHEAST
 AH1457'AND SOUTH 2.45 MILES TO A SIDE ROAD RIGHT LEADING TO WINDMILL
 AH1457'AND TRIANGULATION STATION SORDO 1939 ON THE RIGHT.  CONTINUE
 AH1457'AHEAD, SOUTH, ON THE PAVED ROAD FOR 4.0 MILES TO DOUBLE
 AH1457'METAL GATE IN EAST-WEST FENCE LINE, PASS THROUGH GATE AND
 AH1457'CONTINUE SOUTHERLY ON PAVED ROAD FOR 0.85 MILE TO SIDE ROAD
 AH1457'ON THE RIGHT AND TRIANGULATION STATION ROX 1912 0.35 MILE TO
 AH1457'THE EAST-SOUTHEAST ON HIGH HILL.  CONTINUE AHEAD ON PAVED ROAD
 AH1457'AND GO SOUTH THENCE WEST FOR 2.55 MILES TO EL MARTILLO
 AH1457'CAMP (2 LARGE BUILDINGS AND WINDMILL), CONTINUE WEST
 AH1457'PAST CAMP THENCE FOLLOW PAVED ROAD SOUTH FOR 2.35 MILES TO
 AH1457'THE END OF THE PAVEMENT AT THE BEACH AND THE RUINS OF AN OLD
 AH1457'DOCK.  FOLLOW SAND ROAD WESTERLY ALONG SHORE FOR 1.9
 AH1457'MILES TO THE RUINS OF SMALL BUILDING AND TWO POLES 40 FEET HIGH,
 AH1457'CONTINUE WESTERLY FOR 0.35 MILE TO THE END OF TRUCK TRAVEL
 AH1457'WITH 2-WHEEL DRIVE TRUCK.  THIS POINT IS 0.15 MILE BEFORE
 AH1457'REACHING POINT WHERE ROAD PASSES BETWEEN TWO PONDS ON A
 AH1457'NARROW STRIP OF LAND.  WALK NORTH, FOLLOWING TRACK ALONG
 AH1457'WEST SIDE OF LAKE, THENCE NORTH PASSING TO WEST OF SECOND
 AH1457'LAKE AND MOTT TO SMALL BAY OR ARM OF BAY.  GO NORTHEAST,
 AH1457'NORTH, AND NORTHWEST ALONG THE SHORE OF THE BAY TO EAST-WEST
 AH1457'RIDGE.  GO WEST ALONG RIDGE THAT IS ON NORTH SIDE OF BAY TO
 AH1457'STATION AT HIGHEST POINT AS DESCRIBED.  A 1-1/2 MILE WALK.
 AH1457'IN DRY WEATHER A 2-WHEEL DRIVE CAN BE DRIVEN TO THE STATION IF
 AH1457'CARE IS USED.
 AH1457'
 AH1457'A METAL WITNESS POST WITH SIGN ATTACHED WAS SET 1.5 FEET
 AH1457'NORTH OF THE STATION MARK.
 AH1457'
 AH1457'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 AH1457'EAST OF RIVIERA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1320 ***********************************************************************
 CR1320  DESIGNATION -  ALBA MUNICIPAL TANK
 CR1320  PID         -  CR1320
 CR1320  STATE/COUNTY-  TX/WOOD
 CR1320  USGS QUAD   -  ALBA (1981)
 CR1320
 CR1320                         *CURRENT SURVEY CONTROL
 CR1320  ___________________________________________________________________
 CR1320* NAD 83(1993)-  32 47 29.01902(N)    095 38 11.96984(W)     ADJUSTED  
 CR1320* NAVD 88     -                                                        
 CR1320  ___________________________________________________________________
 CR1320  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CR1320  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CR1320
 CR1320  HORZ ORDER  -  THIRD
 CR1320
 CR1320.The horizontal coordinates were established by classical geodetic methods
 CR1320.and adjusted by the National Geodetic Survey in February 1996..
 CR1320
 CR1320
 CR1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1320
 CR1320.The geoid height was determined by GEOID03.
 CR1320
 CR1320;                    North         East     Units Scale Factor Converg.
 CR1320;SPC TXNC     - 2,128,375.411   868,151.794   MT  0.99988288   +1 33 41.9
 CR1320;SPC TXNC     - 6,982,844.99  2,848,261.34   sFT  0.99988288   +1 33 41.9
 CR1320;UTM  15      - 3,631,239.550   253,080.083   MT  1.00035185   -1 25 43.3
 CR1320
 CR1320                          SUPERSEDED SURVEY CONTROL
 CR1320
 CR1320  NAD 83(1993)-  32 47 29.02402(N)    095 38 11.96037(W) AD(       ) 4
 CR1320  NAD 83(1986)-  32 47 29.02551(N)    095 38 11.95667(W) AD(       ) 4
 CR1320  NAD 27      -  32 47 28.57300(N)    095 38 11.09800(W) AD(       ) 3
 CR1320
 CR1320.Superseded values are not recommended for survey control.
 CR1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1320.See file dsdata.txt to determine how the superseded data were derived.
 CR1320
 CR1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5308031240(NAD 83)
 CR1320_MARKER: 53 = ELEVATED TANK
 CR1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1320+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR1320
 CR1320  HISTORY     - Date     Condition        Report By
 CR1320  HISTORY     - 1935     FIRST OBSERVED   CGS
 CR1320  HISTORY     - 1956     GOOD             CGS
 CR1320  HISTORY     - 1957     GOOD             CGS
 CR1320  HISTORY     - 19950808 GOOD             USPSQD
 CR1320  HISTORY     - 20020818 GOOD             USPSQD
 CR1320  HISTORY     - 20040605 GOOD             USPSQD
 CR1320
 CR1320                          STATION DESCRIPTION
 CR1320
 CR1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1320'THIS STATION IS THE MUNICIPAL TANK IN THE VILLAGE OF ALBA,
 CR1320'TEXAS.  IT IS IN THE NORTHERN PART OF THE TOWN, ABOUT 0.15
 CR1320'MILE S OF THE POINT WHERE HIGHWAY 42 TURNS E IN THE NORTHERN
 CR1320'PART OF THE TOWN, ABOUT 210 FEET E OF THE MISSOURI, KANSAS AND
 CR1320'TEXAS RAILROAD, ABOUT 45 FEET NE OF THE PUMPING STATION.  THE
 CR1320'TANK WAS ERECTED IN 1916 AND IS QUITE PROMINENT.
 CR1320'
 CR1320'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 120 FEET HIGH.
 CR1320'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET AND IS SILVER
 CR1320'IN COLOR.  THE SILVER VERTICAL SECTION IS ABOUT 20 FEET HIGH
 CR1320'AND HAS A CATWALK AND RAIL AROUND ITS BASE.  IT HAS THE WORD ALBA
 CR1320'LETTERED VERTICALLY IN BLACK ON ITS N SIDE.  THE FLAT CONICAL
 CR1320'ROOF HAS PROJECTING EAVES AND A BALL AT ITS APEX.  THE TOTAL
 CR1320'HEIGHT IS ABOUT 145 FEET.
 CR1320
 CR1320                          STATION RECOVERY (1956)
 CR1320
 CR1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GF)
 CR1320'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1320'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1320
 CR1320                          STATION RECOVERY (1957)
 CR1320
 CR1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1320'THE STATION IS LOCATED NEAR THE CENTRAL PART OF ALBA.  IT IS 180
 CR1320'FEET WEST OF U.S. HIGHWAY 69 AND 30 FEET NORTH OF A CONCRETE TANK
 CR1320'WHICH PROJECTS 2 FEET ABOVE THE GROUND.  THE TANK HAS A CONICAL
 CR1320'SHAPED ROOF WITH A BALL AT THE APEX AND IS SILVER IN COLOR.
 CR1320'IT IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  THE OVERALL
 CR1320'HEIGHT IS 125 FEET.
 CR1320'
 CR1320'THE BALL AT THE APEX OF THE ROOF WAS OBSERVED UPON.
 CR1320
 CR1320                          STATION RECOVERY (1995)
 CR1320
 CR1320'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1320'RECOVERED IN GOOD CONDITION.
 CR1320
 CR1320                          STATION RECOVERY (2002)
 CR1320
 CR1320'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 CR1320'RECOVERED IN GOOD CONDITION.
 CR1320
 CR1320                          STATION RECOVERY (2004)
 CR1320
 CR1320'RECOVERY NOTE BY US POWER SQUADRON 2004 (LLJ)
 CR1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0323 ***********************************************************************
 CT0323  DESIGNATION -  ALBANY
 CT0323  PID         -  CT0323
 CT0323  STATE/COUNTY-  TX/SHACKELFORD
 CT0323  USGS QUAD   -  ALBANY (1965)
 CT0323
 CT0323                         *CURRENT SURVEY CONTROL
 CT0323  ___________________________________________________________________
 CT0323* NAD 83(1993)-  32 42 23.38138(N)    099 17 52.56030(W)     ADJUSTED  
 CT0323* NAVD 88     -       446.959  (meters)    1466.40   (feet)  ADJUSTED  
 CT0323  ___________________________________________________________________
 CT0323  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 CT0323  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CT0323  DYNAMIC HT  -         446.392 (meters)    1464.54  (feet)  COMP
 CT0323  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 CT0323
 CT0323  HORZ ORDER  -  SECOND
 CT0323  VERT ORDER  -  SECOND    CLASS 0
 CT0323
 CT0323.The horizontal coordinates were established by classical geodetic methods
 CT0323.and adjusted by the National Geodetic Survey in February 1996..
 CT0323
 CT0323.The orthometric height was determined by differential leveling
 CT0323.and adjusted by the National Geodetic Survey in June 1991..
 CT0323
 CT0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0323
 CT0323.The geoid height was determined by GEOID03.
 CT0323
 CT0323.The dynamic height is computed by dividing the NAVD 88
 CT0323.geopotential number by the normal gravity value computed on the
 CT0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0323.degrees latitude (g = 980.6199 gals.).
 CT0323
 CT0323.The modeled gravity was interpolated from observed gravity values.
 CT0323
 CT0323;                    North         East     Units Scale Factor Converg.
 CT0323;SPC TXNC     - 2,115,590.647   525,193.540   MT  0.99989065   -0 26 06.7
 CT0323;SPC TXNC     - 6,940,900.31  1,723,072.47   sFT  0.99989065   -0 26 06.7
 CT0323;UTM  14      - 3,618,788.926   472,076.465   MT  0.99960961   -0 09 39.5
 CT0323
 CT0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0323!SPC TXNC     -   0.99993439  x   0.99989065  =   0.99982505
 CT0323!UTM  14      -   0.99993439  x   0.99960961  =   0.99954402
 CT0323
 CT0323:                Primary Azimuth Mark                     Grid Az
 CT0323:SPC TXNC     -  ALBANY COURTHOUSE                        004 43 07.5
 CT0323:UTM  14      -  ALBANY COURTHOUSE                        004 26 40.3
 CT0323
 CT0323|---------------------------------------------------------------------|
 CT0323| PID    Reference Object                     Distance      Geod. Az  |
 CT0323|                                                           dddmmss.s |
 CT0323| CT1058 ALBANY COURTHOUSE                   APPROX. 1.8 KM 0041700.8 |
 CT0323| CX7485 ALBANY RM 1                          43.224 METERS 05318     |
 CT0323| CT0324 ALBANY RM 2                          18.219 METERS 11318     |
 CT0323| CX7484 ALBANY AZ MK                                       2785308.3 |
 CT0323|---------------------------------------------------------------------|
 CT0323
 CT0323                          SUPERSEDED SURVEY CONTROL
 CT0323
 CT0323  NAD 83(1986)-  32 42 23.38689(N)    099 17 52.55080(W) AD(       ) 2
 CT0323  NAD 27      -  32 42 22.95720(N)    099 17 51.26740(W) AD(       ) 2
 CT0323  NGVD 29 (??/??/92)  446.83   (m)         1466.0    (f) COMPUTED    2 0
 CT0323
 CT0323.Superseded values are not recommended for survey control.
 CT0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0323.See file dsdata.txt to determine how the superseded data were derived.
 CT0323
 CT0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB7207618789(NAD 83)
 CT0323_MARKER: DS = TRIANGULATION STATION DISK
 CT0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0323_SP_SET: CONCRETE APRON
 CT0323_STAMPING: ALBANY 1961
 CT0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0323
 CT0323  HISTORY     - Date     Condition        Report By
 CT0323  HISTORY     - 1961     MONUMENTED       CGS
 CT0323
 CT0323                          STATION DESCRIPTION
 CT0323
 CT0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0323'1.45 MI S FROM ALBANY.
 CT0323'0.4 MILE SOUTHWEST ALONG U.S. HIGHWAYS 180, 283 AND 380 FROM THE COURT
 CT0323'HOUSE AT ALBANY, THENCE 0.8 MILE SOUTH ALONG U.S. HIGHWAY 283, THENCE
 CT0323'0.2 MILE EAST ALONG A PAVED ROAD TO THE CENTER OF THE SITE, 62 FEET
 CT0323'NORTHWEST OF RM 2, 2 FEET NORTH OF THE SOUTH EDGE OF A CONCRETE APRON
 CT0323'AROUND A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0328 ***********************************************************************
 CT0328  DESIGNATION -  ALBANY
 CT0328  PID         -  CT0328
 CT0328  STATE/COUNTY-  TX/SHACKELFORD
 CT0328  USGS QUAD   -  ALBANY (1965)
 CT0328
 CT0328                         *CURRENT SURVEY CONTROL
 CT0328  ___________________________________________________________________
 CT0328* NAD 83(1986)-  32 43 37.     (N)    099 17 56.     (W)     SCALED    
 CT0328* NAVD 88     -       438.441  (meters)    1438.45   (feet)  ADJUSTED  
 CT0328  ___________________________________________________________________
 CT0328  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0328  DYNAMIC HT  -         437.885 (meters)    1436.63  (feet)  COMP
 CT0328  MODELED GRAV-     979,358.3   (mgal)                       NAVD 88
 CT0328
 CT0328  VERT ORDER  -  SECOND    CLASS 0
 CT0328
 CT0328.The horizontal coordinates were scaled from a topographic map and have
 CT0328.an estimated accuracy of +/- 6 seconds.
 CT0328
 CT0328.The orthometric height was determined by differential leveling
 CT0328.and adjusted by the National Geodetic Survey in June 1991..
 CT0328.WARNING-Repeat measurements at this control monument indicate possible
 CT0328.vertical movement.
 CT0328
 CT0328.The geoid height was determined by GEOID03.
 CT0328
 CT0328.The dynamic height is computed by dividing the NAVD 88
 CT0328.geopotential number by the normal gravity value computed on the
 CT0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0328.degrees latitude (g = 980.6199 gals.).
 CT0328
 CT0328.The modeled gravity was interpolated from observed gravity values.
 CT0328
 CT0328;                    North         East    Units  Estimated Accuracy
 CT0328;SPC TXNC     - 2,117,860.      525,120.      MT  (+/- 180 meters Scaled)
 CT0328
 CT0328                          SUPERSEDED SURVEY CONTROL
 CT0328
 CT0328  NGVD 29 (??/??/92)  438.318  (m)         1438.05   (f) ADJ UNCH    2 0
 CT0328
 CT0328.Superseded values are not recommended for survey control.
 CT0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0328.See file dsdata.txt to determine how the superseded data were derived.
 CT0328
 CT0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB719210(NAD 83)
 CT0328_MARKER: DB = BENCH MARK DISK
 CT0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0328_SP_SET: CONCRETE UNDERGROUND STORAGE
 CT0328_STAMPING: ALBANY 1933
 CT0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0328
 CT0328  HISTORY     - Date     Condition        Report By
 CT0328  HISTORY     - 1933     MONUMENTED       CGS
 CT0328  HISTORY     - 1957     GOOD             NGS
 CT0328  HISTORY     - 20050526 MARK NOT FOUND   USPSQD
 CT0328
 CT0328                          STATION DESCRIPTION
 CT0328
 CT0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0328'IN ALBANY.
 CT0328'AT ALBANY, SHACKELFORD COUNTY, AT THE CITY WATER WORKS, 60 FEET SOUTH
 CT0328'OF A STUCCO PUMPHOUSE, AND IN THE TOP OF A CONCRETE UNDERGROUND
 CT0328'STORAGE TANK.  A STANDARD DISK, STAMPED ALBANY 1933.
 CT0328
 CT0328                          STATION RECOVERY (2005)
 CT0328
 CT0328'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CT0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0324 ***********************************************************************
 CT0324  DESIGNATION -  ALBANY RM 2
 CT0324  PID         -  CT0324
 CT0324  STATE/COUNTY-  TX/SHACKELFORD
 CT0324  USGS QUAD   -  ALBANY (1965)
 CT0324
 CT0324                         *CURRENT SURVEY CONTROL
 CT0324  ___________________________________________________________________
 CT0324* NAD 83(1986)-  32 42 17.     (N)    099 17 55.     (W)     SCALED    
 CT0324* NAVD 88     -       447.255  (meters)    1467.37   (feet)  ADJUSTED  
 CT0324  ___________________________________________________________________
 CT0324  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CT0324  DYNAMIC HT  -         446.688 (meters)    1465.51  (feet)  COMP
 CT0324  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 CT0324
 CT0324  VERT ORDER  -  SECOND    CLASS 0
 CT0324
 CT0324.The horizontal coordinates were scaled from a topographic map and have
 CT0324.an estimated accuracy of +/- 6 seconds.
 CT0324
 CT0324.The orthometric height was determined by differential leveling
 CT0324.and adjusted by the National Geodetic Survey in June 1991..
 CT0324
 CT0324.The geoid height was determined by GEOID03.
 CT0324
 CT0324.The dynamic height is computed by dividing the NAVD 88
 CT0324.geopotential number by the normal gravity value computed on the
 CT0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0324.degrees latitude (g = 980.6199 gals.).
 CT0324
 CT0324.The modeled gravity was interpolated from observed gravity values.
 CT0324
 CT0324;                    North         East    Units  Estimated Accuracy
 CT0324;SPC TXNC     - 2,115,400.      525,130.      MT  (+/- 180 meters Scaled)
 CT0324
 CT0324                          SUPERSEDED SURVEY CONTROL
 CT0324
 CT0324  NGVD 29 (??/??/92)  447.13   (m)         1467.0    (f) COMPUTED    2 0
 CT0324
 CT0324.Superseded values are not recommended for survey control.
 CT0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0324.See file dsdata.txt to determine how the superseded data were derived.
 CT0324
 CT0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB720185(NAD 83)
 CT0324_MARKER: DR = REFERENCE MARK DISK
 CT0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0324_SP_SET: CONCRETE SILO
 CT0324_STAMPING: ALBANY NO 2 1961
 CT0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0324
 CT0324  HISTORY     - Date     Condition        Report By
 CT0324  HISTORY     - 1961     MONUMENTED       CGS
 CT0324
 CT0324                          STATION DESCRIPTION
 CT0324
 CT0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0324'1.45 MI SW FROM ALBANY.
 CT0324'0.4 MILE SOUTHWEST ALONG U.S. HIGHWAYS 180, 283, AND 380 FROM THE
 CT0324'COURTHOUSE AT ALBANY, THENCE 0.8 MILES SOUTH ALONG U.S. HIGHWAY 283,
 CT0324'THENCE 0.2 MILES EAST ALONG A PAVED ROAD INTO THE MIDDLE OF THE SITE,
 CT0324'62 FEET SOUTHEAST OF THE STATION, 21 FEET SOUTH OF BRASS DISK NUMBER
 CT0324'L10D1, 0.6 FEET EAST OF THE WEST EDGE OF THE CONCRETE SILO, SET IN THE
 CT0324'WEST EDGE OF THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6873 ***********************************************************************
 AW6873  DESIGNATION -  ALBERS
 AW6873  PID         -  AW6873
 AW6873  STATE/COUNTY-  TX/MATAGORDA
 AW6873  USGS QUAD   -  ASHWOOD (1980)
 AW6873
 AW6873                         *CURRENT SURVEY CONTROL
 AW6873  ___________________________________________________________________
 AW6873* NAD 83(1993)-  29 04 07.99115(N)    095 48 10.84426(W)     ADJUSTED  
 AW6873* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 AW6873  ___________________________________________________________________
 AW6873  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AW6873  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW6873
 AW6873  HORZ ORDER  -  SECOND
 AW6873
 AW6873.The horizontal coordinates were established by classical geodetic methods
 AW6873.and adjusted by the National Geodetic Survey in February 1996..
 AW6873
 AW6873.The orthometric height was scaled from a topographic map.
 AW6873
 AW6873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6873
 AW6873.The geoid height was determined by GEOID03.
 AW6873
 AW6873;                    North         East     Units Scale Factor Converg.
 AW6873;SPC TXSC     - 4,141,186.553   911,226.223   MT  0.99987395   +1 33 58.5
 AW6873;SPC TXSC     -13,586,542.88  2,989,581.37   sFT  0.99987395   +1 33 58.5
 AW6873;UTM  15      - 3,218,862.520   227,110.130   MT  1.00051905   -1 21 45.8
 AW6873
 AW6873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6873!SPC TXSC     -   1.00000233  x   0.99987395  =   0.99987628
 AW6873!UTM  15      -   1.00000233  x   1.00051905  =   1.00052138
 AW6873
 AW6873:                Primary Azimuth Mark                     Grid Az
 AW6873:SPC TXSC     -  OLD OCEAN PHILLIPS PETROL MAST           078 52 24.5
 AW6873:UTM  15      -  OLD OCEAN PHILLIPS PETROL MAST           081 48 08.8
 AW6873
 AW6873|---------------------------------------------------------------------|
 AW6873| PID    Reference Object                     Distance      Geod. Az  |
 AW6873|                                                           dddmmss.s |
 AW6873| AW6867 OLD OCEAN PHILLIPS PETROL MAST      APPROX. 6.1 KM 0802623.0 |
 AW6873| CV5935 ALBERS AZ MK                                       0912237.5 |
 AW6873| AW6869 SWEENY MUNICIPAL TANK               APPROX.10.6 KM 1085130.7 |
 AW6873| AW4329 E 756                                49.519 METERS 19538     |
 AW6873| AM0535 BAY CITY RAD STA KIOX CEN TWR       APPROX.13.4 KM 2325405.5 |
 AW6873| AM0532 BAY CITY EAST MUNICIPAL TANK        APPROX.17.3 KM 2361759.4 |
 AW6873| AM0534 BAY CITY WEST MUNICIPAL TANK        APPROX.18.6 KM 2383806.7 |
 AW6873| AM0536 BAY CITY SW BELL TEL RAD TOWER      APPROX.18.5 KM 2440440.7 |
 AW6873| CV5936 ALBERS RM 1                          29.060 METERS 27324     |
 AW6873|---------------------------------------------------------------------|
 AW6873
 AW6873                          SUPERSEDED SURVEY CONTROL
 AW6873
 AW6873  NAD 83(1986)-  29 04 08.00131(N)    095 48 10.82661(W) AD(       ) 2
 AW6873  NAD 27      -  29 04 07.09400(N)    095 48 09.99800(W) AD(       ) 2
 AW6873
 AW6873.Superseded values are not recommended for survey control.
 AW6873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6873.See file dsdata.txt to determine how the superseded data were derived.
 AW6873
 AW6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2711018863(NAD 83)
 AW6873_MARKER: DS = TRIANGULATION STATION DISK
 AW6873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6873+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW6873
 AW6873  HISTORY     - Date     Condition        Report By
 AW6873  HISTORY     - 1952     MONUMENTED       CGS
 AW6873  HISTORY     - 1953     GOOD             CGS
 AW6873  HISTORY     - 19981115 GOOD             USPSQD
 AW6873  HISTORY     - 20041118 GOOD             USPSQD
 AW6873
 AW6873                          STATION DESCRIPTION
 AW6873
 AW6873'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6873'THE STATION IS ABOUT 11 MILES NORTHEAST OF BAY CITY, 3 MILES
 AW6873'WEST OF OLD OCEAN AND 0.8 MILE WEST OF THE MATAGORDA-BRAZORIA
 AW6873'COUNTY LINE.  IT IS ABOUT 100 FEET NORTH OF THE NORTHWEST
 AW6873'CORNER OF A FRAME BUILDING, 71.0 FEET WEST-SOUTHWEST OF A
 AW6873'FENCE CORNER, 46.0 FEET NORTH OF A WELL PUMP, 18.5 FEET SOUTH
 AW6873'OF A FENCE AND 1.0 FOOT SOUTHWEST OF A WITNESS POST.  IT
 AW6873'PROJECTS 6 INCHES AND THE DISK IS STAMPED ALBERS 1952.
 AW6873'
 AW6873'REFERENCE MARK NO. 1 IS 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS
 AW6873'4 INCHES AND THE DISK IS STAMPED ALBERS NO 1 1952.
 AW6873'
 AW6873'BENCH MARK E 756 WAS USED AS REFERENCE MARK NO. 2.  IT IS A
 AW6873'STANDARD BENCH MARK DISK SET IN A 6 INCH SQUARE CONCRETE
 AW6873'POST PROJECTING 8 INCHES AND THE DISK IS STAMPED E 756 1943.
 AW6873'IT IS 62.5 FEET NORTH OF THE CENTER OF STATE ROUTE NO. 35
 AW6873'AND 5.0 FEET WEST OF A HIGHLINE TRANSFORMER POLE.  (NO NOTE).
 AW6873'
 AW6873'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND BENCH MARK E
 AW6873'756 (R.M. NO. 2) IS 169.85 FEET.
 AW6873'
 AW6873'THE AZIMUTH MARK IS 49.0 FEET SOUTH OF THE CENTER OF STATE
 AW6873'ROUTE NO. 35, 2.0 FEET WEST OF TELEPHONE POLE NO. 286 AND
 AW6873'1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 3 INCHES AND THE
 AW6873'DISK IS STAMPED ALBERS 1952.
 AW6873'
 AW6873'TO REACH THE STATION FROM THE POST OFFICE JUST WEST OF THE
 AW6873'JUNCTION OF STATE ROUTE NO. 35 AND FARM ROAD NO. 524 IN
 AW6873'OLD OCEAN, GO WEST ON STATE ROUTE NO. 35 FOR 3.0 MILES TO A
 AW6873'FARM HOUSE ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT
 AW6873'AS DESCRIBED.  CONTINUE WEST ON STATE ROUTE NO. 35 FOR 0.25
 AW6873'MILE TO A FRAME BUILDING ON THE LEFT AND THE STATION IN YARD
 AW6873'LOT AS DESCRIBED.
 AW6873'
 AW6873'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW6873
 AW6873                          STATION RECOVERY (1953)
 AW6873
 AW6873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JPW)
 AW6873'TO REACH THE STATION AND AZIMUTH MARK FROM THE WEST END OF THE
 AW6873'LINVILLE BAYOU BRIDGE ON STATE HIGHWAY 35, GO WEST ON SH
 AW6873'35 FOR 0.530 MILES TO THE AZIMUTH MARK ON THE LEFT.  (MARK
 AW6873'IS 3 FT WEST OF POWER LINE POLE).  CONTINUE WEST ALONG SH 35
 AW6873'FOR 0.318 MILES AND THE STATION 216 FT N 3 DEG W ON THE
 AW6873'RIGHT.
 AW6873'
 AW6873'STATION IS DIRECTLY BACK OF A PLACE OF BUSINESS KNOWN AS
 AW6873'LEA AND TOMS AND 35 FT NORTH OF A WATER WELL.  LEA AND TOMS
 AW6873'PLACE OF BUSINESS IS ON THE NORTH OF SH 35 AND DIRECTLY
 AW6873'ACROSS FROM A SINCLAIR OIL COMPANY ROAD.
 AW6873
 AW6873                          STATION RECOVERY (1998)
 AW6873
 AW6873'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6873'RECOVERED IN GOOD CONDITION.
 AW6873
 AW6873                          STATION RECOVERY (2004)
 AW6873
 AW6873'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6873'MARK WAS FOUND.
 AW6873'R 1 WAS NOT FOUND.
 AW6873'R 2 WAS FOUND.
 AW6873'AZ WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0412 ***********************************************************************
 AN0412  DESIGNATION -  ALBERT
 AN0412  PID         -  AN0412
 AN0412  STATE/COUNTY-  TX/CALHOUN
 AN0412  USGS QUAD   -  AUSTWELL (1973)
 AN0412
 AN0412                         *CURRENT SURVEY CONTROL
 AN0412  ___________________________________________________________________
 AN0412* NAD 83(1993)-  28 26 51.72456(N)    096 45 37.27488(W)     ADJUSTED  
 AN0412* NAVD 88     -         5.79   (+/-2cm)      19.0    (feet)  VERTCON   
 AN0412  ___________________________________________________________________
 AN0412  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AN0412  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN0412
 AN0412  HORZ ORDER  -  SECOND
 AN0412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0412
 AN0412.The horizontal coordinates were established by classical geodetic methods
 AN0412.and adjusted by the National Geodetic Survey in February 1996..
 AN0412
 AN0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0412.The vertical order pertains to the NGVD 29 superseded value.
 AN0412
 AN0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0412
 AN0412.The geoid height was determined by GEOID03.
 AN0412
 AN0412;                    North         East     Units Scale Factor Converg.
 AN0412;SPC TXSC     - 4,070,191.464   819,361.235   MT  0.99998215   +1 05 50.0
 AN0412;SPC TXSC     -13,353,619.83  2,688,187.65   sFT  0.99998215   +1 05 50.0
 AN0412;UTM  14      - 3,148,840.750   719,321.534   MT  1.00019369   +1 04 02.3
 AN0412
 AN0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0412!SPC TXSC     -   1.00000334  x   0.99998215  =   0.99998549
 AN0412!UTM  14      -   1.00000334  x   1.00019369  =   1.00019703
 AN0412
 AN0412:                Primary Azimuth Mark                     Grid Az
 AN0412:SPC TXSC     -  ALBERT RM 1                              050 09 21.0
 AN0412:UTM  14      -  ALBERT RM 1                              050 11 08.7
 AN0412
 AN0412|---------------------------------------------------------------------|
 AN0412| PID    Reference Object                     Distance      Geod. Az  |
 AN0412|                                                           dddmmss.s |
 AN0412| AN0411 ALBERT RM 1                                        0511511.0 |
 AN0412| AN0413 ALBERT RM 2                          27.860 METERS 32053     |
 AN0412|---------------------------------------------------------------------|
 AN0412
 AN0412                          SUPERSEDED SURVEY CONTROL
 AN0412
 AN0412  NAD 83(1986)-  28 26 51.73447(N)    096 45 37.25789(W) AD(       ) 2
 AN0412  NAD 27      -  28 26 50.72900(N)    096 45 36.31900(W) AD(       ) 2
 AN0412  NGVD 29 (??/??/92)    5.91   (m)           19.4    (f) COMPUTED    2 0
 AN0412
 AN0412.Superseded values are not recommended for survey control.
 AN0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0412.See file dsdata.txt to determine how the superseded data were derived.
 AN0412
 AN0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1932248841(NAD 83)
 AN0412_MARKER: DS = TRIANGULATION STATION DISK
 AN0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0412_STAMPING: ALBERT 1934
 AN0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0412+STABILITY: SURFACE MOTION
 AN0412
 AN0412  HISTORY     - Date     Condition        Report By
 AN0412  HISTORY     - 1934     MONUMENTED       CGS
 AN0412  HISTORY     - 1934     GOOD             CGS
 AN0412  HISTORY     - 1942     GOOD             CGS
 AN0412  HISTORY     - 1969     GOOD             CGS
 AN0412
 AN0412                          STATION DESCRIPTION
 AN0412
 AN0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN0412'STATION IS LOCATED 1 MILE WSW OF LONG MOTT, ABOUT 3-1/2 MILES
 AN0412'NW OF SEADRIFT, ON THE J.L. ROEMER RANCH, ON TOP OF A BLUFF,
 AN0412'IN A SMALL CLEARED AREA BORDERED ON THE W BY A CULTIVATED FIELD
 AN0412'AND ON THE E BY A WOOD LOT.  IT IS 1/4 MILE NNE OF E SHORE OF
 AN0412'GUADALUPE BAY, 12 METERS N FROM TOP OF BLUFF DROPPING OFF TO
 AN0412'A FLAT EXTENDING TO THE BAY, 150 METERS W OF THE ROEMER HOUSE,
 AN0412'AND 150 METERS E OF THE WALKER HOUSE.
 AN0412'
 AN0412'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN0412'SET IN CONCRETE.
 AN0412'
 AN0412'REFERENCE MARK 1 IS ON THE GROUNDS OF THE EPISCOPAL CHURCH.
 AN0412'
 AN0412'MAGNETIC BEARINGS--AUSTWELL, WATER TANK, 213 DEG.  CHIMNEY
 AN0412'ON ROEMER HOUSE, 117 DEG.  CHIMNEY ON WALKER HOUSE, 280 DEG.
 AN0412'
 AN0412'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AN0412
 AN0412                          STATION RECOVERY (1934)
 AN0412
 AN0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AN0412'2.0 MI SE FROM LONGMOTT.
 AN0412'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 185 FROM THE HIGH SCHOOL AT
 AN0412'LONGMOTT, CALHOUN COUNTY, 1.0 MILE SOUTHWEST ALONG A SHELL ROAD, AND
 AN0412'0.2 MILE SOUTHWEST ALONG A TRACK ROAD.  1/4 MILE NORTH-NORTHEAST OF
 AN0412'THE EAST SHORE OF GUADALUPE BAY, ON THE PROPERTY OF J.L. ROEMER, 500
 AN0412'FEET WEST OF THE RANCH HOUSE, 500 FEET EAST OF BUILDINGS ON THE WALKER
 AN0412'RANCH, ON THE TOP OF A BLUFF IN A SMALL CLEARED AREA, 40 FEET NORTH OF
 AN0412'THE EDGE OF THE BLUFF, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.
 AN0412'A STANDARD TRIANGULATION-STATION DISK, STAMPED ALBERT 1934 AND SET IN
 AN0412'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AN0412
 AN0412                          STATION RECOVERY (1942)
 AN0412
 AN0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AN0412'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN0412'CONDITION.
 AN0412'
 AN0412'STATION IS ON THE PROPERTY OF J.L. ROEMER IN 1942, ABOUT 500.0
 AN0412'FEET W OF ROEMERS RANCH HOUSE, ON THE TOP OF A SMALL BLUFF AND
 AN0412'IN CLEARED AREA THAT IS BORDERED ON THE W BY A CULTIVATED FIELD
 AN0412'AND ON THE E BY A WOOD LOT.  IT IS ABOUT 0.25 MILE NNE OF THE
 AN0412'E SHORE OF GUADALUPE BAY, ABOUT 500.0 FEET E OF WALKER RANCH
 AN0412'BUILDINGS, 40.0 FEET N OF THE EDGE OF BLUFF AND 3.0 FEET E OF A
 AN0412'4- BY 4-INCH WOODEN MARKER POST.  STATION MARK IS
 AN0412'STAMPED ALBERT 1934.  THE MONUMENT PROJECTS 0.4 FOOT.
 AN0412'
 AN0412'REFERENCE MARK NO. 1 IS ABOUT 0.2 MILE NE OF STATION, ABOUT
 AN0412'245.0 FEET SW OF THE CENTER LINE OF N-S SHELL ROAD AND 25.0 FEET
 AN0412'SE OF THE CENTER LINE OF A PRIVATE ROAD.  IT IS 3.0 FEET
 AN0412'S OF A 4- BY 4-INCH WOODEN MARKER POST AND 1.8 FEET E OF FENCE.
 AN0412'REFERENCE MARK IS STAMPED ALBERT NO. 1 1934.  THE
 AN0412'MONUMENT PROJECTS 0.2 FOOT.
 AN0412'
 AN0412'REFERENCE MARK NO. 2 IS AT THE W EDGE OF BLUFF, 91.5 FEET
 AN0412'NW OF STATION AND 2.0 FEET E OF RIGHT-OF-WAY FENCE BETWEEN
 AN0412'ROEMER-WALKER RANCHES.  REFERENCE MARK IS STAMPED
 AN0412'ALBERT NO. 2 1934.  THE MONUMENT PROJECTS 0.4 FOOT.
 AN0412'
 AN0412'TO REACH THE STATION FROM THE LONGMOTT HIGH SCHOOL--PROCEED 2.0
 AN0412'MILES SOUTHEASTERLY ALONG STATE HIGHWAY 185 TO INTERSECTION OF
 AN0412'SHELL ROAD LEADING SW, THENCE, GO 1.0 MILE SW ALONG SHELL ROAD
 AN0412'TO INTERSECTION OF CROSS ROAD, THENCE, CONTINUE 0.2 MILE SW
 AN0412'ALONG TRACK ROAD TO THE SITE OF THE STATION.
 AN0412
 AN0412                          STATION RECOVERY (1969)
 AN0412
 AN0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN0412'THE STATION SITE WAS VISITED AND THE STATION MARK AND BOTH
 AN0412'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  DUE TO CHANGES
 AN0412'IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS--
 AN0412'
 AN0412'THE STATION IS ABOUT 3-3/4 MILES NORTHWEST OF SEADRIFT, 2-1/2
 AN0412'MILES SOUTH OF LONG MOTT ON THE NORTHEAST SHORE OF GUADALUPE BAY
 AN0412'IN A BRUSHY PASTURE.
 AN0412'
 AN0412'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 185
 AN0412'AND FARM ROAD 2235 IN THE SMALL COMMUNITY OF LONG MOTT, GO
 AN0412'SOUTHEAST ON S.H. 185 FOR 0.4 MILE TO SCHOOL ON THE RIGHT,
 AN0412'CONTINUE SOUTHEAST ON S.H. 185 FOR 1.85 MILES TO A SIDE ROAD
 AN0412'RIGHT, TURN RIGHT AND GO SOUTHWEST FOR 0.9 MILE TO A T-JUNCTION.
 AN0412'CONTINUE STRAIGHT AHEAD, SOUTHWEST, ALONG NORTHWEST SIDE OF
 AN0412'FENCE FOR 0.05 MILE TO REFERENCE MARK 1 ON THE LEFT IN PASTURE.
 AN0412'CONTINUE SOUTHWEST FOR 0.3 MILE TO T-FENCE CORNER AT SOUTHEAST
 AN0412'CORNER OF FIELD AND AN ASH TREE.  WALK SOUTHWEST ABOUT 100
 AN0412'YARDS TO THE STATION IN BRUSHY AREA.
 AN0412'
 AN0412'THE STATION MARK IS A STANDARD DISK, STAMPED ALBERT 1934, SET IN
 AN0412'THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 AN0412'ABOVE THE GROUND.  IT IS ABOUT 40 YARDS NORTH OF THE RIM OF THE
 AN0412'BLUFF, 95 FEET SOUTHEAST OF NORTHEAST-SOUTHWEST FENCE THAT IS
 AN0412'ON THE SOUTHEAST SIDE OF WASH, 24 FEET NORTHEAST OF THE EXTENDED
 AN0412'LINE OF NORTHWEST-SOUTHEAST FENCE AND 2 FEET NORTH OF METAL
 AN0412'WITNESS POST WITH SIGN.
 AN0412'
 AN0412'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALBERT NO 1
 AN0412'1934, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT
 AN0412'PROJECTS 3 INCHES.  IT IS 225 FEET SOUTHWEST OF THE CENTER
 AN0412'OF THE T-JUNCTION AND 34 FEET SOUTHEAST OF METAL WITNESS
 AN0412'POST SET IN FENCE LINE.
 AN0412'
 AN0412'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALBERT NO 2 1934,
 AN0412'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT PROJECTS
 AN0412'4 INCHES.  IT IS ON THE SOUTHEAST EDGE OF WASH, 41 FEET
 AN0412'NORTHEAST OF THE EXTENDED LINE OF THE NORTHWEST-SOUTHEAST FENCE
 AN0412'AND 3 FEET SOUTHEAST OF A FENCE.
 AN0412'
 AN0412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-3/4 MILES
 AN0412'NORTHWEST OF SEADRIFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0411 ***********************************************************************
 AN0411  DESIGNATION -  ALBERT RM 1
 AN0411  PID         -  AN0411
 AN0411  STATE/COUNTY-  TX/CALHOUN
 AN0411  USGS QUAD   -  AUSTWELL (1973)
 AN0411
 AN0411                         *CURRENT SURVEY CONTROL
 AN0411  ___________________________________________________________________
 AN0411* NAD 83(1986)-  28 27 03.     (N)    096 45 22.     (W)     SCALED    
 AN0411* NAVD 88     -         6.02   (+/-2cm)      19.8    (feet)  VERTCON   
 AN0411  ___________________________________________________________________
 AN0411  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN0411
 AN0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0411
 AN0411.The horizontal coordinates were scaled from a topographic map and have
 AN0411.an estimated accuracy of +/- 6 seconds.
 AN0411
 AN0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0411.The vertical order pertains to the NGVD 29 superseded value.
 AN0411
 AN0411.The geoid height was determined by GEOID03.
 AN0411
 AN0411;                    North         East    Units  Estimated Accuracy
 AN0411;SPC TXSC     - 4,070,550.      819,770.      MT  (+/- 180 meters Scaled)
 AN0411
 AN0411                          SUPERSEDED SURVEY CONTROL
 AN0411
 AN0411  NGVD 29 (??/??/92)    6.14   (m)           20.1    (f) COMPUTED    2 0
 AN0411
 AN0411.Superseded values are not recommended for survey control.
 AN0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0411.See file dsdata.txt to determine how the superseded data were derived.
 AN0411
 AN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS197491(NAD 83)
 AN0411_MARKER: DB = BENCH MARK DISK
 AN0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0411_STAMPING: ALBERT NO 1 1934
 AN0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0411+STABILITY: SURFACE MOTION
 AN0411
 AN0411  HISTORY     - Date     Condition        Report By
 AN0411  HISTORY     - 1934     MONUMENTED       CGS
 AN0411
 AN0411                          STATION DESCRIPTION
 AN0411
 AN0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0411'2.0 MI SE FROM LONGMOTT.
 AN0411'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 185 FROM THE HIGH SCHOOL AT
 AN0411'LONGMOTT, CLAHOUN COUNTY, 1.0 MILE SOUTHWEST ALONG A SHELL ROAD.  0.2
 AN0411'MILE NORTHEAST OF TRIANGULATION STATION ALBERT, DESCRIBED BELOW, AT A
 AN0411'PRIVATE-ROAD INTERSECTION, 245 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AN0411'SHELL ROAD, 25 FEET SOUTHEAST OF THE CENTERLINE OF THE PRIVATE ROAD, 3
 AN0411'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 AN0411'A STANDARD REFERENCE-MARK DISK, STAMPED ALBERT NO 1 1934 AND SET IN
 AN0411'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0413 ***********************************************************************
 AN0413  DESIGNATION -  ALBERT RM 2
 AN0413  PID         -  AN0413
 AN0413  STATE/COUNTY-  TX/CALHOUN
 AN0413  USGS QUAD   -  AUSTWELL (1973)
 AN0413
 AN0413                         *CURRENT SURVEY CONTROL
 AN0413  ___________________________________________________________________
 AN0413* NAD 83(1986)-  28 26 53.     (N)    096 45 37.     (W)     SCALED    
 AN0413* NAVD 88     -         5.67   (+/-2cm)      18.6    (feet)  VERTCON   
 AN0413  ___________________________________________________________________
 AN0413  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN0413
 AN0413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0413
 AN0413.The horizontal coordinates were scaled from a topographic map and have
 AN0413.an estimated accuracy of +/- 6 seconds.
 AN0413
 AN0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0413.The vertical order pertains to the NGVD 29 superseded value.
 AN0413
 AN0413.The geoid height was determined by GEOID03.
 AN0413
 AN0413;                    North         East    Units  Estimated Accuracy
 AN0413;SPC TXSC     - 4,070,230.      819,370.      MT  (+/- 180 meters Scaled)
 AN0413
 AN0413                          SUPERSEDED SURVEY CONTROL
 AN0413
 AN0413  NGVD 29 (??/??/92)    5.80   (m)           19.0    (f) COMPUTED    2 0
 AN0413
 AN0413.Superseded values are not recommended for survey control.
 AN0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0413.See file dsdata.txt to determine how the superseded data were derived.
 AN0413
 AN0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS193488(NAD 83)
 AN0413_MARKER: DR = REFERENCE MARK DISK
 AN0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0413_STAMPING: ALBERT NO 2 1934
 AN0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0413+STABILITY: SURFACE MOTION
 AN0413
 AN0413  HISTORY     - Date     Condition        Report By
 AN0413  HISTORY     - 1934     MONUMENTED       CGS
 AN0413
 AN0413                          STATION DESCRIPTION
 AN0413
 AN0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0413'2.0 MI SE FROM LONGMOTT.
 AN0413'91.5 FEET NORTHWEST OF TRIANGULATION STATION ALBERT, DESCRIBED ABOVE,
 AN0413'AT THE WEST EDGE OF THE BLUFF, AND 2 FEET EAST OF THE RIGHT OF-WAY
 AN0413'FENCE LINE BETWEEN THE WALKER AND ROEMER RANCHES.  A STANDARD
 AN0413'REFERENCE-MARK DISK, STAMPED ALBERT NO 2 1934 AND SET IN THE TOP A
 AN0413'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1320 ***********************************************************************
 DM1320  DESIGNATION -  ALBION
 DM1320  PID         -  DM1320
 DM1320  STATE/COUNTY-  TX/RED RIVER
 DM1320  USGS QUAD   -  NEGLEY (1951)
 DM1320
 DM1320                         *CURRENT SURVEY CONTROL
 DM1320  ___________________________________________________________________
 DM1320* NAD 83(1993)-  33 50 38.67353(N)    095 01 58.48114(W)     ADJUSTED  
 DM1320* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 DM1320  ___________________________________________________________________
 DM1320  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DM1320  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DM1320
 DM1320  HORZ ORDER  -  FIRST
 DM1320
 DM1320.The horizontal coordinates were established by classical geodetic methods
 DM1320.and adjusted by the National Geodetic Survey in February 1996..
 DM1320
 DM1320.The orthometric height was scaled from a topographic map.
 DM1320
 DM1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1320
 DM1320.The geoid height was determined by GEOID03.
 DM1320
 DM1320;                    North         East     Units Scale Factor Converg.
 DM1320;SPC TXNC     - 2,246,756.442   920,821.809   MT  0.99996811   +1 53 27.4
 DM1320;SPC TXNC     - 7,371,233.43  3,021,062.89   sFT  0.99996811   +1 53 27.4
 DM1320;UTM  15      - 3,746,726.528   311,907.611   MT  1.00003615   -1 07 57.1
 DM1320
 DM1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1320!SPC TXNC     -   0.99998564  x   0.99996811  =   0.99995375
 DM1320!UTM  15      -   0.99998564  x   1.00003615  =   1.00002179
 DM1320
 DM1320|---------------------------------------------------------------------|
 DM1320| PID    Reference Object                     Distance      Geod. Az  |
 DM1320|                                                           dddmmss.s |
 DM1320| DM1316 TT 75 LEE USGS 1951                  39.622 METERS 10452     |
 DM1320| DM1327 TEXAS FOREST SERVICE LOT 62         APPROX.10.7 KM 1912632.6 |
 DM1320| CX9521 ALBION AZ MK                                       1952124.7 |
 DM1320| CX9522 ALBION RM 1                          27.264 METERS 21220     |
 DM1320|---------------------------------------------------------------------|
 DM1320
 DM1320                          SUPERSEDED SURVEY CONTROL
 DM1320
 DM1320  NAD 83(1993)-  33 50 38.67358(N)    095 01 58.48123(W) AD(       ) 1
 DM1320  NAD 83(1986)-  33 50 38.67967(N)    095 01 58.46805(W) AD(       ) 1
 DM1320  NAD 27      -  33 50 38.28900(N)    095 01 57.65800(W) AD(       ) 1
 DM1320
 DM1320.Superseded values are not recommended for survey control.
 DM1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1320.See file dsdata.txt to determine how the superseded data were derived.
 DM1320
 DM1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1190846727(NAD 83)
 DM1320_MARKER: DS = TRIANGULATION STATION DISK
 DM1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1320
 DM1320  HISTORY     - Date     Condition        Report By
 DM1320  HISTORY     - 1951     MONUMENTED       CGS
 DM1320  HISTORY     - 1951     GOOD             CGS
 DM1320  HISTORY     - 1957     GOOD             CGS
 DM1320  HISTORY     - 1969     MARK NOT FOUND   USAF
 DM1320
 DM1320                          STATION DESCRIPTION
 DM1320
 DM1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1320'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF CLARKSVILLE,
 DM1320'1-1/4 MILES SOUTH OF THE ALBION FERRY AND NEAR THE SOUTHEAST
 DM1320'CORNER OF THE ALBION SCHOOL GROUNDS.  IT IS 87 FEET WEST
 DM1320'OF THE CENTERLINE OF THE HIGHWAY, 85 FEET SOUTH OF A TWIN PINE
 DM1320'WITH A TRIANGLE BLAZE AND 57.8 FEET SOUTHWEST OF AN 18 INCH
 DM1320'OAK TREE WITH A TRIANGLE BLAZE.  THE MARK PROJECTS 2 INCHES
 DM1320'AND THE DISK IS STAMPED ALBION 1951.
 DM1320'
 DM1320'REFERENCE MARK NO. 1 IS 95 FEET WEST OF THE CENTERLINE OF
 DM1320'THE HIGHWAY.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 DM1320'ALBION NO 1 1951.
 DM1320'
 DM1320'TT 75 LEE (USGS) IS 42 FEET EAST OF THE CENTERLINE OF THE
 DM1320'HIGHWAY AND 31 FEET WEST OF A POWERLINE POLE.  THE MARK
 DM1320'IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN AN
 DM1320'8 X 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES
 DM1320'AND THE DISK IS STAMPED TT 75 LEE 1949.
 DM1320'
 DM1320'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1320'ALBION TO TT 75 LEE.  THE DISTANCE IS AS SHOWN ABOVE.
 DM1320'
 DM1320'AZIMUTH MARK IS 77 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 DM1320'AND 32 FEET SOUTHEAST OF A BRACED POWERLINE POLE.  THE MARK
 DM1320'PROJECTS 4 INCHES AND THE DISK IS STAMPED ALBION 1951.
 DM1320'
 DM1320'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN CLARKSVILLE,
 DM1320'GO WEST ON U.S. HIGHWAY 82 1 BLOCK, TURN RIGHT (NORTH) ON
 DM1320'STATE HIGHWAY 37 FOR 9.5 MILES TO A FIRE TOWER ON THE LEFT,
 DM1320'CONTINUE NORTH 6.45 MILES TO THE AZIMUTH MARK ON THE RIGHT
 DM1320'AT CURVE IN HIGHWAY, CONTINUE NORTH 0.25 MILE TO THE STATION
 DM1320'ON THE LEFT JUST BEFORE REACHING A SCHOOL HOUSE.
 DM1320'
 DM1320'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DM1320
 DM1320                          STATION RECOVERY (1951)
 DM1320
 DM1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1320'STATION IS LOCATED ABOUT 15 MILES N OF CLARKSVILLE, 1-1/4
 DM1320'MILES S OF THE ALBION FERRY AND NEAR THE SOUTHEAST CORNER OF
 DM1320'THE ALBION SCHOOL GROUNDS.  IT IS 87 FEET W OF THE CENTERLINE
 DM1320'OF ROAD, 85 FEET S OF A TWIN PINE WITH A TRIANGLE BLAZE,
 DM1320'AND 57.8 FEET SW OF A 18-INCH OAK WITH A TRIANGLE BLAZE.
 DM1320'THE DISK PROJECTS 2 INCHES AND IS STAMPED ALBION 1951.
 DM1320'
 DM1320'REFERENCE MARK NO. 1 IS 95 FEET W OF THE CENTER LINE OF ROAD.
 DM1320'THE DISK PROJECTS 3 INCHES AND IS STAMPED ALBION NO 1 1951.
 DM1320'
 DM1320'REFERENCE MARK NO. 2 IS A U.S.G.S. STANDARD BENCH MARK DISK
 DM1320'SET IN A 8X8-INCH CONCRETE POST AND STAMPED TT 75 LEE 1949.
 DM1320'IT IS 42 FEET E OF CENTER LINE OF ROAD, 31 FEET W OF A POWER POLE
 DM1320'AND PROJECT 10 INCHES.  A TRAVERSE CONNECTION WAS MADE FROM
 DM1320'ALBION TO TT 75 LEE 1949.
 DM1320'
 DM1320'AZIMUTH MARK IS 77 FEET E OF CENTER LINE OF STATE HIGHWAY
 DM1320'37, 32 FEET S OF A BRACED TOWER POLE.  THE DISK PROJECTS
 DM1320'8 INCHES AND IS STAMPED ALBION 1951.
 DM1320'
 DM1320'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN CLARKSVILLE,
 DM1320'GO W ON HIGHWAY 82 AND 37 ONE BLOCK, TURN RIGHT ON STATE
 DM1320'HIGHWAY 37 FOR 9.5 MILES TO FIRE TOWER ON THE LEFT, CONTINUE
 DM1320'N 6.45 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 DM1320'0.25 MILE TO THE STATION ON LEFT JUST BEFORE REACHING SCHOOL
 DM1320'HOUSE.
 DM1320
 DM1320                          STATION RECOVERY (1957)
 DM1320
 DM1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1320'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION
 DM1320'AS DESCRIBED.  REFERENCE MARK NO. 2 (LEE) COVERED BY DRIVEWAY
 DM1320'AND COULD NOT BE FOUND.  DIRECTIONS FOR PROCEEDING TO STATION
 DM1320'SITE ARE CORRECT.
 DM1320
 DM1320                          STATION RECOVERY (1969)
 DM1320
 DM1320'RECOVERY NOTE BY US AIR FORCE 1969
 DM1320'ONLY THE AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED
 DM1320'IN GOOD CONDITION.  STATION AND REFERENCE MARK 2 COULD NOT
 DM1320'BE FOUND.  POSSIBLY DESTROYED DURING CONSTRUCTION OF THE DRIVEWAY
 DM1320'LEADING TO THE FINA SERVICE STATION ON THE WEST SIDE OF STATE
 DM1320'HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0737 ***********************************************************************
 DQ0737  DESIGNATION -  ALDERSON
 DQ0737  PID         -  DQ0737
 DQ0737  STATE/COUNTY-  TX/TERRY
 DQ0737  USGS QUAD   -  TOKIO SE (1970)
 DQ0737
 DQ0737                         *CURRENT SURVEY CONTROL
 DQ0737  ___________________________________________________________________
 DQ0737* NAD 83(1993)-  33 02 45.29420(N)    102 32 09.53342(W)     ADJUSTED  
 DQ0737* NAVD 88     -      1048.6    (meters)    3440.     (feet)  VERTCON   
 DQ0737  ___________________________________________________________________
 DQ0737  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 DQ0737  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 DQ0737
 DQ0737  HORZ ORDER  -  SECOND
 DQ0737
 DQ0737.The horizontal coordinates were established by classical geodetic methods
 DQ0737.and adjusted by the National Geodetic Survey in February 1996..
 DQ0737
 DQ0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0737
 DQ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0737
 DQ0737.The geoid height was determined by GEOID03.
 DQ0737
 DQ0737;                    North         East     Units Scale Factor Converg.
 DQ0737;SPC TXNC     - 2,160,184.091   223,160.769   MT  0.99987263   -2 12 04.3
 DQ0737;SPC TXNC     - 7,087,203.97    732,153.29   sFT  0.99987263   -2 12 04.3
 DQ0737;UTM  13      - 3,659,076.043   730,088.011   MT  1.00025279   +1 20 39.3
 DQ0737
 DQ0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0737!SPC TXNC     -   0.99983896  x   0.99987263  =   0.99971161
 DQ0737!UTM  13      -   0.99983896  x   1.00025279  =   1.00009170
 DQ0737
 DQ0737|---------------------------------------------------------------------|
 DQ0737| PID    Reference Object                     Distance      Geod. Az  |
 DQ0737|                                                           dddmmss.s |
 DQ0737| CJ5610 ALDERSON RM 1                        32.388 METERS 08918     |
 DQ0737| CJ5611 ALDERSON RM 2                        31.565 METERS 18732     |
 DQ0737| CV0812 SEAGRAVES WATER TANK                APPROX.11.9 KM 1931438.5 |
 DQ0737| CJ5609 ALDERSON AZ MK                                     3023956.2 |
 DQ0737|---------------------------------------------------------------------|
 DQ0737
 DQ0737                          SUPERSEDED SURVEY CONTROL
 DQ0737
 DQ0737  NAD 83(1993)-  33 02 45.30150(N)    102 32 09.52636(W) AD(       ) 2
 DQ0737  NAD 83(1986)-  33 02 45.30149(N)    102 32 09.52651(W) AD(       ) 2
 DQ0737  NAD 27      -  33 02 44.97600(N)    102 32 07.80700(W) AD(       ) 2
 DQ0737  NGVD 29 (07/19/86) 1048.3    (m)         3439.     (f) VERT ANG       
 DQ0737
 DQ0737.Superseded values are not recommended for survey control.
 DQ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0737.See file dsdata.txt to determine how the superseded data were derived.
 DQ0737
 DQ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS3008859076(NAD 83)
 DQ0737_MARKER: DS = TRIANGULATION STATION DISK
 DQ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0737
 DQ0737  HISTORY     - Date     Condition        Report By
 DQ0737  HISTORY     - 1935     MONUMENTED       CGS
 DQ0737  HISTORY     - 1938     GOOD             TXHD
 DQ0737  HISTORY     - 1954     GOOD             LOCENG
 DQ0737  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 DQ0737
 DQ0737                          STATION DESCRIPTION
 DQ0737
 DQ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0737'THIS STATION IS ABOUT 7 MILES N AND 2 MILES E OF SEAGRAVES,
 DQ0737'AND ABOUT 6 MILES W OF WELLMAN POST OFFICE.  IT IS IN THE CENTER
 DQ0737'OF SECTION 23, BLOCK D D., IN OPEN, SANDY PASTURE LAND, OWNED
 DQ0737'BY W.P. ALDERSON OF HILLSBORO, AND LEASED BY T.J. BOWERS,
 DQ0737'IT IS 1/2 MILE ESE (105 DEG MAGNETIC) FROM THE FARMHOUSE OWNED
 DQ0737'BY MR. BOWERS AND OCCUPIED BY A MR. BOEN.  IT IS 1/2 MILE ENE
 DQ0737'(48 DEG MAGNETIC) FROM THE LONE FARMHOUSE OF CHARLES EUBANK,
 DQ0737'OCCUPIED BY E.R. ROBERTSON, AND IT IS 0.4 MILE E OF A
 DQ0737'SECTION-LINE ROAD.  THE WATER TANK AT SEAGRAVES BEARS 180-1/2 DEG
 DQ0737'MAGNETIC.  THE MARK PROJECTS 8 INCHES.
 DQ0737'
 DQ0737'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0737'BRONZE DISKS SET IN CONCRETE.
 DQ0737'
 DQ0737'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND PROJECTS 6
 DQ0737'INCHES.
 DQ0737'
 DQ0737'REFERENCE MARK NO. 2 IS SSW OF THE STATION AND PROJECTS 4 INCHES.
 DQ0737'
 DQ0737'THE AZIMUTH MARK IS WNW OF THE STATION AND PROJECTS 10 INCHES.
 DQ0737'IT IS LOCATED 40 YARDS NE OF THE RANCH HOUSE OF T.J. BOWERS,
 DQ0737'47 FEET E OF A FENCE T-INTERSECTION, 30 FEET E OF THE CENTER
 DQ0737'LINE OF A SECTION-LINE ROAD.
 DQ0737'
 DQ0737'THE STATION IS REACHED FROM THE DEPOT IN THE S EDGE OF SEAGRAVES,
 DQ0737'BY DRIVING NE ON STATE HIGHWAY 51 (PAVED) FOR 1.9 MILES.  LEAVE
 DQ0737'THE HIGHWAY, TURN LEFT, TAKE THE RIGHT FORK AND DRIVE ENE ON
 DQ0737'A TRACK ROAD FOR 0.45 MILE.  AT CROSSROADS JOG 40 YARDS W,
 DQ0737'THEN TURN N OR RIGHT ON A SECTION-LINE ROAD AND GO 4.8 MILES,
 DQ0737'PASS THROUGH A WIRE GATE AND CONTINUE N ON THE SECTION-LINE
 DQ0737'ROAD FOR 0.8 MILE TO A LONE HOUSE ON THE W SIDE OF THE ROAD.
 DQ0737'FROM THE LONE HOUSE CONTINUE N 0.55 MILE TO A FENCE
 DQ0737'T-INTERSECTION ABOUT 40 YARDS NNE OF THE RANCH HOUSE OCCUPIED BY
 DQ0737'A MR. BOEN.  LEAVE THE SECTION-LINE ROAD AND DRIVE ESE ACROSS
 DQ0737'COUNTRY FOR 0.5 MILE TO THE STATION.
 DQ0737'
 DQ0737'A 20-FOOT STAND WAS USED AND ALL OF THE LINES WERE CLEAR.
 DQ0737
 DQ0737                          STATION RECOVERY (1938)
 DQ0737
 DQ0737'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0737'STATION AND REFERENCE MARKS WERE IN GOOD CONDITION.  NO
 DQ0737'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0737'
 DQ0737'TO REACH THE STATION FROM GAINES-TERRY COUNTY LINE, GO S
 DQ0737'35 DEG W ON STATE HIGHWAY 51 FOR 0.1 MILE TO A GRADED ROAD
 DQ0737'ON RIGHT.  LEAVE STATE HIGHWAY 51 AND GO W FOR 0.55 MILE TO
 DQ0737'T-ROAD.  TURN RIGHT, OR N, ON THE GRADED ROAD AND GO 6.3 MILES
 DQ0737'TO CATTLE GUARD.  LEAVE GRADED ROAD AFTER CROSSING CATTLE GUARD,
 DQ0737'AND GO S 65 DEG E FOR 0.55 MILE TO TOP OF KNOLL AND STATION.
 DQ0737
 DQ0737                          STATION RECOVERY (1954)
 DQ0737
 DQ0737'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 (HLG)
 DQ0737'RECOVERED BY SEISMIC EXPLORATIONS INC.
 DQ0737'
 DQ0737'STATION WAS ESTABLISHED IN PASTURE LAND WHICH IS NOW IN
 DQ0737'CULTIVATION.  THOROUGH SEARCH FAILED TO LOCATE MONUMENT.
 DQ0737
 DQ0737                          STATION RECOVERY (1984)
 DQ0737
 DQ0737'RECOVERY NOTE BY US POWER SQUADRON 1984 (TKF)
 DQ0737'THOROUGH SEARCH FAILED TO LOCATE STATION, REF. MARKS OR AZIMUTH
 DQ0737'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6758 ***********************************************************************
 AW6758  DESIGNATION -  ALDINE KDM 629 RAD MAST
 AW6758  PID         -  AW6758
 AW6758  STATE/COUNTY-  TX/HARRIS
 AW6758  USGS QUAD   -  ALDINE (1995)
 AW6758
 AW6758                         *CURRENT SURVEY CONTROL
 AW6758  ___________________________________________________________________
 AW6758* NAD 83(1993)-  29 56 47.64037(N)    095 25 00.54391(W)     ADJUSTED  
 AW6758* NAVD 88     -                                                        
 AW6758  ___________________________________________________________________
 AW6758  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW6758  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW6758
 AW6758  HORZ ORDER  -  THIRD
 AW6758
 AW6758.The horizontal coordinates were established by classical geodetic methods
 AW6758.and adjusted by the National Geodetic Survey in February 1996..
 AW6758
 AW6758
 AW6758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6758
 AW6758.The geoid height was determined by GEOID03.
 AW6758
 AW6758;                    North         East     Units Scale Factor Converg.
 AW6758;SPC TXSC     - 4,239,504.545   945,831.226   MT  0.99992006   +1 45 19.6
 AW6758;SPC TXSC     -13,909,107.83  3,103,114.61   sFT  0.99992006   +1 45 19.6
 AW6758;UTM  15      - 3,315,321.258   266,743.796   MT  1.00027133   -1 12 25.2
 AW6758
 AW6758                          SUPERSEDED SURVEY CONTROL
 AW6758
 AW6758  NAD 83(1986)-  29 56 47.65526(N)    095 25 00.52546(W) AD(       ) 4
 AW6758  NAD 27      -  29 56 46.85414(N)    095 24 59.74848(W) AD(       ) 3
 AW6758
 AW6758.Superseded values are not recommended for survey control.
 AW6758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6758.See file dsdata.txt to determine how the superseded data were derived.
 AW6758
 AW6758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6674415321(NAD 83)
 AW6758_MARKER: 42 = RADIO/TV MAST
 AW6758
 AW6758  HISTORY     - Date     Condition        Report By
 AW6758  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6758  HISTORY     - 1968     GOOD             CGS
 AW6758  HISTORY     - 19930106 GOOD             USPSQD
 AW6758
 AW6758                          STATION DESCRIPTION
 AW6758
 AW6758'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6758'THE STATION IS OWNED BY THE SINCLAIR OIL COMPANY, ABOUT 14 MILES
 AW6758'NORTH-NORTHWEST OF THE CENTER OF HOUSTON AND 0.1 MILE SOUTH OF THE
 AW6758'JUNCTION OF INTERSTATE HIGHWAY 45 AND GEARS ROAD.
 AW6758'
 AW6758'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6758'CABLES AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE
 AW6758'MAST HAS 2 FLAT SHIELD ANTENNAE NEAR THE TOP, A ANTENNA AND RED
 AW6758'LIGHT AT THE APEX OF THE MAST.  THE OVER-ALL HEIGHT IS 202 FEET.
 AW6758'
 AW6758'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6758
 AW6758                          STATION RECOVERY (1993)
 AW6758
 AW6758'RECOVERY NOTE BY US POWER SQUADRON 1993 (LT)
 AW6758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6753 ***********************************************************************
 AW6753  DESIGNATION -  ALDINE KJM 874 RAD MAST
 AW6753  PID         -  AW6753
 AW6753  STATE/COUNTY-  TX/HARRIS
 AW6753  USGS QUAD   -  ALDINE (1995)
 AW6753
 AW6753                         *CURRENT SURVEY CONTROL
 AW6753  ___________________________________________________________________
 AW6753* NAD 83(1993)-  29 56 09.75342(N)    095 23 00.84535(W)     ADJUSTED  
 AW6753* NAVD 88     -                                                        
 AW6753  ___________________________________________________________________
 AW6753  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6753  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW6753
 AW6753  HORZ ORDER  -  THIRD
 AW6753
 AW6753.The horizontal coordinates were established by classical geodetic methods
 AW6753.and adjusted by the National Geodetic Survey in February 1996..
 AW6753
 AW6753
 AW6753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6753
 AW6753.The geoid height was determined by GEOID03.
 AW6753
 AW6753;                    North         East     Units Scale Factor Converg.
 AW6753;SPC TXSC     - 4,238,437.357   949,075.363   MT  0.99991812   +1 46 18.2
 AW6753;SPC TXSC     -13,905,606.56  3,113,758.09   sFT  0.99991812   +1 46 18.2
 AW6753;UTM  15      - 3,314,087.431   269,929.544   MT  1.00025312   -1 11 24.0
 AW6753
 AW6753                          SUPERSEDED SURVEY CONTROL
 AW6753
 AW6753  NAD 83(1986)-  29 56 09.76837(N)    095 23 00.82688(W) AD(       ) 4
 AW6753  NAD 27      -  29 56 08.96728(N)    095 23 00.05298(W) AD(       ) 3
 AW6753
 AW6753.Superseded values are not recommended for survey control.
 AW6753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6753.See file dsdata.txt to determine how the superseded data were derived.
 AW6753
 AW6753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6993014087(NAD 83)
 AW6753_MARKER: 42 = RADIO/TV MAST
 AW6753
 AW6753  HISTORY     - Date     Condition        Report By
 AW6753  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6753  HISTORY     - 19930106 GOOD             USPSQD
 AW6753
 AW6753                          STATION DESCRIPTION
 AW6753
 AW6753'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6753'THE STATION IS OWNED BY THE MOBIL OIL PIPELINE COMPANY, ABOUT 6-1/2
 AW6753'MILES SOUTH-SOUTHEAST OF WESTFIELD AND 1-3/4 MILES EAST OF
 AW6753'INTERSTATE HIGHWAY 45.
 AW6753'
 AW6753'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 45 CROSSES OVER
 AW6753'FARM ROAD 525, GO EAST ON FARM ROAD 525 FOR 1.75 MILES TO A SIDE
 AW6753'ROAD LEFT.  TURN LEFT, GO NORTH AND WEST ON A SHELLED ROAD FOR 0.25
 AW6753'MILE TO THE MAST ON THE RIGHT.
 AW6753'
 AW6753'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6753'CABLES AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE
 AW6753'MAST HAS 2 ROUND DISC ANTENNAE AND THE OVER-ALL HEIGHT IS 150 FEET.
 AW6753'
 AW6753'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.
 AW6753
 AW6753                          STATION RECOVERY (1993)
 AW6753
 AW6753'RECOVERY NOTE BY US POWER SQUADRON 1993 (LT)
 AW6753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6755 ***********************************************************************
 AW6755  DESIGNATION -  ALDINE UTILITIES SERV CO TANK
 AW6755  PID         -  AW6755
 AW6755  STATE/COUNTY-  TX/HARRIS
 AW6755  USGS QUAD   -  ALDINE (1995)
 AW6755
 AW6755                         *CURRENT SURVEY CONTROL
 AW6755  ___________________________________________________________________
 AW6755* NAD 83(1993)-  29 57 42.00576(N)    095 23 36.37878(W)     ADJUSTED  
 AW6755* NAVD 88     -                                                        
 AW6755  ___________________________________________________________________
 AW6755  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6755  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW6755
 AW6755  HORZ ORDER  -  THIRD
 AW6755
 AW6755.The horizontal coordinates were established by classical geodetic methods
 AW6755.and adjusted by the National Geodetic Survey in February 1996..
 AW6755
 AW6755
 AW6755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6755
 AW6755.The geoid height was determined by GEOID03.
 AW6755
 AW6755;                    North         East     Units Scale Factor Converg.
 AW6755;SPC TXSC     - 4,241,247.003   948,035.347   MT  0.99992290   +1 46 00.8
 AW6755;SPC TXSC     -13,914,824.54  3,110,345.97   sFT  0.99992290   +1 46 00.8
 AW6755;UTM  15      - 3,316,948.028   269,035.816   MT  1.00025820   -1 11 45.1
 AW6755
 AW6755                          SUPERSEDED SURVEY CONTROL
 AW6755
 AW6755  NAD 83(1986)-  29 57 42.02072(N)    095 23 36.36029(W) AD(       ) 4
 AW6755  NAD 27      -  29 57 41.22177(N)    095 23 35.58612(W) AD(       ) 3
 AW6755
 AW6755.Superseded values are not recommended for survey control.
 AW6755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6755.See file dsdata.txt to determine how the superseded data were derived.
 AW6755
 AW6755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6903616948(NAD 83)
 AW6755_MARKER: 53 = ELEVATED TANK
 AW6755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6755+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2004
 AW6755
 AW6755  HISTORY     - Date     Condition        Report By
 AW6755  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6755  HISTORY     - 19930106 GOOD             USPSQD
 AW6755  HISTORY     - 20040326 GOOD             USPSQD
 AW6755
 AW6755                          STATION DESCRIPTION
 AW6755
 AW6755'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6755'THE STATION IS OWNED BY THE NORTH HOUSTON DEVELOPMENT COMPANY, ABOUT
 AW6755'4-1/2 MILES SOUTHEAST OF WESTFIELD AND 1/2 MILE SOUTH OF RANKINS
 AW6755'ROAD.
 AW6755'
 AW6755'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 45 CROSSES OVER
 AW6755'RANKINS ROAD, GO EAST ON RANKINS ROAD FOR 1.5 MILES TO A SIDE ROAD
 AW6755'RIGHT.  TURN RIGHT, PASSING TO THE WEST OF THE ARMOUR MEAT PACKING
 AW6755'COMPANY, GO SOUTH AND EAST ON A CONCRETE ROAD FOR 0.6 MILE TO THE
 AW6755'STATION ON THE LEFT.
 AW6755'
 AW6755'IT IS A PEDESTAL SPHERE TYPE WATER TANK PAINTED SILVER.  THE
 AW6755'OVER-ALL HEIGHT IS ABOUT 130FEET.
 AW6755'
 AW6755'THE POINT INTERSECTED WAS THE TOP CENTER.
 AW6755
 AW6755                          STATION RECOVERY (1993)
 AW6755
 AW6755'RECOVERY NOTE BY US POWER SQUADRON 1993 (LT)
 AW6755'RECOVERED IN GOOD CONDITION.
 AW6755
 AW6755                          STATION RECOVERY (2004)
 AW6755
 AW6755'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0475 ***********************************************************************
 BO0475  DESIGNATION -  ALDWELL
 BO0475  PID         -  BO0475
 BO0475  STATE/COUNTY-  TX/SUTTON
 BO0475  USGS QUAD   -  HUDSPETH DRAW (1982)
 BO0475
 BO0475                         *CURRENT SURVEY CONTROL
 BO0475  ___________________________________________________________________
 BO0475* NAD 83(1993)-  30 24 34.29926(N)    100 51 54.89142(W)     ADJUSTED  
 BO0475* NAVD 88     -       688.     (meters)    2257.     (feet)  SCALED    
 BO0475  ___________________________________________________________________
 BO0475  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 BO0475  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 BO0475
 BO0475  HORZ ORDER  -  SECOND
 BO0475
 BO0475.The horizontal coordinates were established by classical geodetic methods
 BO0475.and adjusted by the National Geodetic Survey in February 1996..
 BO0475
 BO0475.The orthometric height was scaled from a topographic map.
 BO0475
 BO0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0475
 BO0475.The geoid height was determined by GEOID03.
 BO0475
 BO0475;                    North         East     Units Scale Factor Converg.
 BO0475;SPC TX C     - 3,082,472.988   648,893.136   MT  0.99993472   -0 16 26.3
 BO0475;SPC TX C     -10,113,080.13  2,128,910.23   sFT  0.99993472   -0 16 26.3
 BO0475;UTM  14      - 3,365,642.301   320,828.877   MT  0.99999605   -0 56 39.8
 BO0475
 BO0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0475!SPC TX C     -   0.99989560  x   0.99993472  =   0.99983032
 BO0475!UTM  14      -   0.99989560  x   0.99999605  =   0.99989165
 BO0475
 BO0475|---------------------------------------------------------------------|
 BO0475| PID    Reference Object                     Distance      Geod. Az  |
 BO0475|                                                           dddmmss.s |
 BO0475| CV3613 ALDWELL RM 1                         24.607 METERS 21500     |
 BO0475| CV3612 ALDWELL AZ MK                                      2663638.4 |
 BO0475| CV3614 ALDWELL RM 2                         38.537 METERS 28929     |
 BO0475|---------------------------------------------------------------------|
 BO0475
 BO0475                          SUPERSEDED SURVEY CONTROL
 BO0475
 BO0475  NAD 83(1986)-  30 24 34.29939(N)    100 51 54.87877(W) AD(       ) 2
 BO0475  NAD 27      -  30 24 33.63400(N)    100 51 53.52500(W) AD(       ) 2
 BO0475
 BO0475.Superseded values are not recommended for survey control.
 BO0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0475.See file dsdata.txt to determine how the superseded data were derived.
 BO0475
 BO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU2082965642(NAD 83)
 BO0475_MARKER: DS = TRIANGULATION STATION DISK
 BO0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0475
 BO0475  HISTORY     - Date     Condition        Report By
 BO0475  HISTORY     - 1943     MONUMENTED       CGS
 BO0475  HISTORY     - 1944     GOOD             CGS
 BO0475  HISTORY     - 1946     GOOD             TXHD
 BO0475  HISTORY     - 1971     GOOD             USGS
 BO0475
 BO0475                          STATION DESCRIPTION
 BO0475
 BO0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0475'STATION IS LOCATED ABOUT 19 MILES, AIR LINE, SW OF OZONA, ON A
 BO0475'HIGH, FLAT-TOPPED MESA WHICH IS THE HIGHEST POINT IN THE
 BO0475'IMMEDIATE VICINITY.  IT IS ABOUT 4-1/2 MILES NW OF THE
 BO0475'SONORA-JUNO HIGHWAY AND ABOUT 1 MILE E BY N OF A WINDMILL AND
 BO0475'STOCK TANK.
 BO0475'
 BO0475'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 BO0475'SQUARE CONCRETE POST.  IT IS STAMPED ALDWELL 1943.
 BO0475'
 BO0475'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 BO0475'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 BO0475'GROUND, AND IS AT THE SAME ELEVATION AS THE STATION MARK.
 BO0475'IT IS STAMPED ALDWELL NO 1 1943.
 BO0475'
 BO0475'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 BO0475'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 BO0475'GROUND, AND IS AT THE SAME ELEVATION AS THE STATION MARK.
 BO0475'IT IS STAMPED ALDWELL NO 2 1943.
 BO0475'
 BO0475'AZIMUTH MARK IS 122 FEET S OF WINDMILL AND E OF A MASONRY
 BO0475'STOCK TANK.  IT IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL
 BO0475'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND.
 BO0475'IT IS STAMPED ALDWELL 1943.
 BO0475'
 BO0475'TO REACH STATION FROM OZONA, GO E ON U.S. HIGHWAY 290 FOR
 BO0475'27.0 MILES TO A SIGN ON THE LEFT PARK INN CAFE 9 MI.  THIS
 BO0475'POINT IS ABOUT 9 MILES W OF SONORA.  TURN RIGHT AND FOLLOW
 BO0475'THE MAIN GRADED ROAD S AND W FOR 4.8 MILES TO FORKS.  THE LEFT
 BO0475'FORK LEADS TO STATION CHALK.  TAKE THE RIGHT FORK AND CONTINUE
 BO0475'FOR 3.6 MILES TO FORKS.  KEEP STRAIGHT AHEAD ALONG THE TELEPHONE
 BO0475'LINE FOR 1.9 MILES TO FORKS.  TAKE THE RIGHT FORK AND GO 1.1
 BO0475'MILES TO A RANCH ON THE RIGHT.  TAKE THE LEFT FORK THROUGH THE
 BO0475'GATE AND GO 1.5 MILES TO FORKS.  TAKE THE RIGHT FORK AND GO
 BO0475'3.1 MILES TO FORKS.  TAKE THE LEFT FORK AND GO 1.8 MILES TO
 BO0475'LARGE RANCH HEADQUARTERS.  CONTINUE ON THE MAIN BLADED ROAD S
 BO0475'FOR 5.0 MILES TO A BLADED ROAD ON THE LEFT AND SIGN AROY
 BO0475'ALDWELL RANCH, CONTINUE ON THE RIGHT FORK 0.2 MILE TO A
 BO0475'WHITE POST AT THE RIGHT AND SOME RAGS ON A BUSH.  TURN
 BO0475'RIGHT OFF THE MAIN ROAD AND GO W 100 YARDS TO AN OLD TRACK
 BO0475'ROAD LEADING OFF AN OLD GRADED ROAD AT A LARGE LIMESTONE
 BO0475'BOULDER.  TAKE THE TRACK ROAD W UP A VALLEY FOR 1.3
 BO0475'MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE ON AN OLD
 BO0475'TRACK ROAD W AND S.  (NOTE--THE TRACKS BECOME VERY DIM IN
 BO0475'SPOTS.) GO 1.2 MILES TO THE TOP OF THE MESA, THENCE TURN BACK
 BO0475'TO THE LEFT ON DIM TRACKS FOR 0.2 MILE TO THE STATION.
 BO0475
 BO0475                          STATION RECOVERY (1944)
 BO0475
 BO0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0475'STATION IS LOCATED 28 MILES, AIR LINE, SE OF OZONA, 18 MILES,
 BO0475'AIR LINE, SW OF SONORA, ON THE HIGHEST POINT OF A BARE MESA
 BO0475'LYING BETWEEN DEVILS RIVER AND EAST FORK OF DEVILS RIVER, ABOUT
 BO0475'4.5 MILES NW OF THE SONORA-JUNO HIGHWAY.  IT IS 70 FEET N OF
 BO0475'A DIM TRACK ROAD AND 4 FEET S OF A 2- BY 4-INCH WOODEN MARKER
 BO0475'POST.  STATION MARK PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 BO0475'
 BO0475'TO REACH STATION FROM THE POST OFFICE IN SONORA, GO W ON
 BO0475'U.S. HIGHWAY 290 FOR 8.4 MILES TO A GRADED ROAD LEFT AT
 BO0475'SIGN READING HILL ROAD.  TURN LEFT AND GO S ON MAIN ROAD FOR
 BO0475'5.0 MILES TO A T-ROAD LEFT.  CONTINUE STRAIGHT AHEAD ON MAIN
 BO0475'ROAD FOR 6.6 MILES TO A CROSS ROAD ABOUT 0.1 MILE W OF A RANCH
 BO0475'HOUSE.  TURN LEFT THROUGH BOARD GATE AND FOLLOW GRADED ROAD
 BO0475'S FOR 1.7 MILES TO A FORKS AND SIGN CLYDE HILL.  TAKE RIGHT
 BO0475'FORK AND GO SW FOR 3.1 MILES TO A T-ROAD RIGHT AND SIGN WESS
 BO0475'HILL.  CONTINUE STRAIGHT FOR 2.0 MILES TO A RANCH HOUSE,
 BO0475'PASS BETWEEN RANCH BUILDINGS, AND CONTINUE ON MAIN ROAD FOR
 BO0475'5.0 MILES TO A T-ROAD LEFT AND FORK OF OLD GRADED ROAD BEARS
 BO0475'OFF TO RIGHT OF MAIN ROAD.  HERE TAKE OLD ROAD S FOR 0.1
 BO0475'MILE TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW TRACKS
 BO0475'UP A WIDE DRAW FOR 1.3 MILES TO A WIRE GATE.  PASS
 BO0475'THROUGH GATE AND CONTINUE ON TRACK ROAD 1.3 MILES TO TOP
 BO0475'OF RIDGE, THENCE LEFT (E) ALONG TOP OF RIDGE ON DIM TRACK
 BO0475'ROAD TO HIGHEST POINT OF RIDGE AND STATION ON LEFT.
 BO0475
 BO0475                          STATION RECOVERY (1946)
 BO0475
 BO0475'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1946 (AHC)
 BO0475'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  TOWER
 BO0475'STILL IN PLACE.  LAST 1.2 MILES ALMOST IMPASSABLE IN PLACES.
 BO0475
 BO0475                          STATION RECOVERY (1971)
 BO0475
 BO0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0475'THIS STATION WAS OCCUPIED FOR VERTICAL ANGLES ONLY, THUS
 BO0475'REFERENCE MARK DISTANCES AND DIRECTIONS WERE NOT REMEASURED.
 BO0475'
 BO0475'THE STATION IS LOCATED SOUTHEAST 29 MILES AIRLINE DISTANCE
 BO0475'FROM OZONA, TEXAS, SOUTHWEST 17 MILES AIRLINE DISTANCE FROM
 BO0475'SONORA, TEXAS, AND 8 MILES NORTH OF RANCH ROAD 189, ON OPEN RIDGE
 BO0475'OWNED BY L.R. ALDWELL.
 BO0475'
 BO0475'TO REACH FROM SONORA, TEXAS, GO 11 MILES SOUTH ON U.S. HIGHWAY
 BO0475'277 TO OLD JUNO ROAD RIGHT, GO 6.3 MILES WEST ON GRAVEL ROAD
 BO0475'TO ALDWELL RANCH RIGHT, CONTINUE 0.6 MILES WEST ON GRADED
 BO0475'ROAD TO GRADED ROAD RIGHT, TURN RIGHT AND GO 1.6 MILES WEST
 BO0475'AND NORTHWEST ON GRADED ROAD TO TRACK ROAD LEFT, GO 1.0 MILES
 BO0475'WEST ON TRACK ROAD TO WINDMILL AND CORRALS, PASS THROUGH THREE
 BO0475'GATES IN CORRAL AND CONTINUE 1.5 MILES WEST ON POOR 4
 BO0475'WHEEL-DRIVE TRACK ROAD TO HIGH POINT OF RIDGE AND STATION SITE
 BO0475'100 FEET RIGHT (NORTH) IN A LARGE RING OF ROCKS, 4
 BO0475'FEET SOUTH OF A WOODEN POST.
 BO0475'
 BO0475'STATION MARK--A STANDARD USC AND GS BRONZE DISK SET IN A SQUARE
 BO0475'CONCRETE POST, PROJECTING 0.4 FEET AND STAMPED ALDWELL 1943.
 BO0475'
 BO0475'REFERENCE MARK NO. 1--A STANDARD USC AND GS BRONZE DISK SET
 BO0475'IN BEDROCK, FLUSH WITH GROUND, AND STAMPED ALDWELL NO. 1 1943.
 BO0475'
 BO0475'REFERENCE MARK NO. 2--A STANDARD USC AND GS BRONZE DISK SET
 BO0475'IN BEDROCK, FLUSH WITH GROUND AND STAMPED ALDWELL NO. 1 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1642 ***********************************************************************
 AE1642  DESIGNATION -  ALE
 AE1642  PID         -  AE1642
 AE1642  STATE/COUNTY-  TX/ZAPATA
 AE1642  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1642
 AE1642                         *CURRENT SURVEY CONTROL
 AE1642  ___________________________________________________________________
 AE1642* NAD 83(1993)-  26 46 32.90196(N)    099 10 18.80419(W)     ADJUSTED  
 AE1642* NAVD 88     -       129.3    (meters)     424.     (feet)  VERTCON   
 AE1642  ___________________________________________________________________
 AE1642  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AE1642  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AE1642
 AE1642  HORZ ORDER  -  FIRST
 AE1642
 AE1642.The horizontal coordinates were established by classical geodetic methods
 AE1642.and adjusted by the National Geodetic Survey in February 1996..
 AE1642
 AE1642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1642
 AE1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1642
 AE1642.The geoid height was determined by GEOID03.
 AE1642
 AE1642;                    North         East     Units Scale Factor Converg.
 AE1642;SPC TX S     - 5,123,061.244   233,186.718   MT  0.99990247   -0 18 18.2
 AE1642;SPC TX S     -16,807,910.10    765,046.76   sFT  0.99990247   -0 18 18.2
 AE1642;UTM  14      - 2,961,615.647   482,912.191   MT  0.99960360   -0 04 38.8
 AE1642
 AE1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1642!SPC TX S     -   0.99998334  x   0.99990247  =   0.99988581
 AE1642!UTM  14      -   0.99998334  x   0.99960360  =   0.99958694
 AE1642
 AE1642|---------------------------------------------------------------------|
 AE1642| PID    Reference Object                     Distance      Geod. Az  |
 AE1642|                                                           dddmmss.s |
 AE1642| CV2431 ALE RM 2                             11.142 METERS 06112     |
 AE1642| AE1643 ROLETA                              APPROX. 2.7 KM 2355231.1 |
 AE1642| CV2430 ALE RM 1                             10.795 METERS 31620     |
 AE1642| CV2429 ALE RM                               10.815 METERS 31621     |
 AE1642|---------------------------------------------------------------------|
 AE1642
 AE1642                          SUPERSEDED SURVEY CONTROL
 AE1642
 AE1642  NAD 83(1986)-  26 46 32.90349(N)    099 10 18.76723(W) AD(       ) 1
 AE1642  NAD 27      -  26 46 31.74200(N)    099 10 17.64200(W) AD(       ) 1
 AE1642  NGVD 29 (07/19/86)  129.3    (m)          424.     (f) VERT ANG       
 AE1642
 AE1642.Superseded values are not recommended for survey control.
 AE1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1642.See file dsdata.txt to determine how the superseded data were derived.
 AE1642
 AE1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ8291261616(NAD 83)
 AE1642_MARKER: DS = TRIANGULATION STATION DISK
 AE1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1642
 AE1642  HISTORY     - Date     Condition        Report By
 AE1642  HISTORY     - 1917     MONUMENTED       CGS
 AE1642  HISTORY     - 1927     SEE DESCRIPTION  CGS
 AE1642  HISTORY     - 1928     GOOD             CGS
 AE1642  HISTORY     - 1932     GOOD             CGS
 AE1642  HISTORY     - 1965     POOR             USGS
 AE1642  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AE1642
 AE1642                          STATION DESCRIPTION
 AE1642
 AE1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1642'STATION IS ABOUT 4 MILES N OF THE MILITARY ROAD AND 2 MILES
 AE1642'SW OF THE ALEHANDRENAS RANCH.
 AE1642'
 AE1642'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AE1642'
 AE1642'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1642'
 AE1642'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AE1642'10.815 METERS (35.48 FEET) FROM STATION N 43 DEG 38 MIN W.
 AE1642
 AE1642                          STATION RECOVERY (1927)
 AE1642
 AE1642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 AE1642'IT WAS REPORTED THAT THE STATION MARK HAD BEEN REMOVED,
 AE1642'BUT THAT OLD TRIPOD WAS STILL STANDING OVER HOLE FROM WHICH
 AE1642'MARK HAD BEEN TAKEN.  A CONCRETE MONUMENT 10 INCHES SQUARE
 AE1642'AND 2 FEET LONG WITH STANDARD CORPS OF ENGINEERS BRASS DISK
 AE1642'WAS SET IN THIS HOLE DIRECTLY UNDER SIGNAL.  DISK WAS STAMPED
 AE1642'UNITED STATES ARMY, ENGINEER, U.S.A. ALE.
 AE1642
 AE1642                          STATION RECOVERY (1928)
 AE1642
 AE1642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 AE1642'THE ORIGINAL UNDERGROUND MARK WAS RECOVERED, AND
 AE1642'ALSO THE OLD FORM IN WHICH THE CONCRETE MONUMENT HAD BEEN MOLDED.
 AE1642'NEW MONUMENT (1927) WAS PLACED THEREIN AND DIRECTLY OVER
 AE1642'UNDERGROUND MARK.
 AE1642
 AE1642                          STATION RECOVERY (1932)
 AE1642
 AE1642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AE1642'DISTANCE TO REFERENCE MARK CHECKED 35.48 FEET.  IN 1932 IT
 AE1642'WAS RECOVERED IN GOOD CONDITION, AND FURTHER DESCRIBED AS
 AE1642'BEING 875 FEET NW OF THE ROLETA-ALE HANDRENAS ROAD.  APPROXIMATELY
 AE1642'1,700 FEET W OF DEEP NARROW ARROYO AND 878 FEET N 40 DEG
 AE1642'W FROM CURVE IN ROAD WHICH IS 1,588 FEET S 50 DEG W FROM
 AE1642'INTERSECTION OF ROAD AND ARROYO.  THE DISK WAS STAMPED UNITED
 AE1642'STATES ARMY-ENGINEER U.S.A. FT. SAM HOUSTON, TEXAS.
 AE1642'
 AE1642'THE STATION IS BEST REACHED BY FOLLOWING THE MILITARY ROAD
 AE1642'ABOUT 1 MILE BEYOND ROLETA TO A DRAW BETWEEN 2 HILLS WHERE
 AE1642'THE ROAD FORKS.  TAKE THE LEFT FORK LEADING TO THE N AND FOLLOW
 AE1642'FOR ABOUT 1-1/2 MILES TO THE TOP OF A RIDGE, WHERE THE STATION
 AE1642'IS IN AN OPEN PLACE ON THE TOP OF THE RIDGE, JUST E OF THE
 AE1642'HIGHEST MESQUITE TREES AND ABOUT 1/8 MILE W OF THE ROAD.
 AE1642'
 AE1642'ELEVATION OF STATION, 129.5 METERS (425 FEET).
 AE1642
 AE1642                          STATION RECOVERY (1965)
 AE1642
 AE1642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1642'TOP OF POST CONTAINING TABLET HAS BEEN DESTROYED.  REMAINS
 AE1642'OF OLD CONCRETE POST STILL IN PLACE.  DISTANCE FROM R.M. TO
 AE1642'CENTER OF POST IS ABOUT 35.2 FEET.  UNDERGROUND MARK WAS
 AE1642'NOT SEARCHED FOR.  R.M. WAS RECOVERED IN GOOD CONDITION.
 AE1642'
 AE1642'TO REACH FROM POST OFFICE IN ZAPATA, FOLLOW US 83 SE FOR
 AE1642'10.7 MILE TO IRON GATE (2.7 MI NW JCT US 83 AND FM 2687)
 AE1642'AND ROAD RIGHT.  TURN RIGHT (SW) THRU GATE AND FOLLOW ROAD
 AE1642'PAST WINDMILL AND LARGE CONCRETE TANK ON THE LEFT FOR 3.55
 AE1642'MILE TO FENCE AND CATTLEGUARD.  TURN LEFT AND FOLLOW FAR
 AE1642'(SW) SIDE OF FENCE FOR 0.70 MILE TO TOP OF RIDGE.  STATION
 AE1642'IS ABOUT 250 FT SW, JUST E OF CLUMP OF MESQUITE.
 AE1642
 AE1642                          STATION RECOVERY (1974)
 AE1642
 AE1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1642'THE UNDERGROUND STATION MARK AND THE REFERENCE MARK WERE
 AE1642'RECOVERED.  THE CONCRETE MONUMENT HAD BEEN BROKEN OFF AND
 AE1642'THE SURFACE DISK HAD BEEN DESTROYED.  A NEW SURFACE DISK
 AE1642'WAS ESTABLISHED HOLDING THE EXACT POSITION AS THE UNDERGROUND
 AE1642'MARK.  REFERENCE MARK 2 WAS ESTABLISHED.  A DIFFERENCE OF
 AE1642'0.06 FOOT OR 0.018 METERS SHORTER IN THE DISTANCE TO THE
 AE1642'REFERENCE MARK AND A DIFFERENCE 1 MINUTE AND 17 SECONDS
 AE1642'IN THE DIRECTION TO THE REFERENCE MARK WAS NOTED.  FOLLOWING
 AE1642'IS A NEW DESCRIPTION.
 AE1642'
 AE1642'THE STATION IS ABOUT 9 MILES SOUTH AND 6 MILES EAST OF ZAPATA,
 AE1642'5 MILES NORTH AND 4 MILES WEST OF LOPENO, 3 MILES WEST OF
 AE1642'U.S. HIGHWAY 83 AND ON PROPERTY OWNED BY ABEL VELA OF LAREDO,
 AE1642'TELEPHONE NUMBER 723-4463.
 AE1642'
 AE1642'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 AE1642'AND FARM ROAD 2687, WHICH IS ABOUT 5 MILES NORTH OF LOPENO,
 AE1642'GO NORTHWEST ON U.S. HIGHWAY 83 FOR 2.25 MILES TO A SIDE
 AE1642'ROAD AND A METAL GATE ON THE LEFT AT A SIGN PRIMAVERA RANCH.
 AE1642'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.7 MILE TO
 AE1642'A WINDMILL AND A CORRAL ON THE LEFT.  CONTINUE WEST ON THE
 AE1642'GRAVELED ROAD FOR 1.7 MILES TO A CATTLE GUARD.  CONTINUE
 AE1642'WEST ON THE GRAVELED ROAD FOR 0.55 MILE TO A CATTLE GUARD AND
 AE1642'A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A TRACK ROAD,
 AE1642'ALONG THE EAST SIDE OF A FENCE FOR 0.2 MILE TO A SIDE ROAD
 AE1642'LEFT.  TURN LEFT AND GO EAST ON A TRACK ROAD FOR 0.75 MILE
 AE1642'TO THE TOP OF A HILL.  TURN LEFT AND GO NORTH FOR 0.05 MILE
 AE1642'TO ABOUT THE HIGHEST PART OF THE HILL AND THE STATION.
 AE1642'
 AE1642'STATION MARK IS A STANDARD DISK, STAMPED ALE 1917 1974, SET
 AE1642'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AE1642'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 3.5 FEET NORTH OF
 AE1642'A WITNESS POST.  THE UNDERGROUND MARK IS A NAIL SET IN A BLOCK
 AE1642'OF CONCRETE ABOUT 32 INCHES BELOW THE GROUND SURFACE.
 AE1642'
 AE1642'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALE 1917, SET
 AE1642'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 AE1642'4 INCHES ABOVE THE GROUND.  IT IS 39.0 FEET NORTHWEST OF THE
 AE1642'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AE1642'
 AE1642'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALE 1917 NO 2
 AE1642'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1642'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 36.8 FEET EAST
 AE1642'OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AE1642'
 AE1642'TRIANGULATION STATION ROLETA 1917 WILL SERVE AS THE AZIMUTH
 AE1642'MARK.
 AE1642'
 AE1642'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 AE1642'
 AE1642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AE1642'NORTHWEST OF LOPENO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2427 ***********************************************************************
 CS2427  DESIGNATION -  ALEDO 2 RM 6 AZ MK
 CS2427  PID         -  CS2427
 CS2427  STATE/COUNTY-  TX/PARKER
 CS2427  USGS QUAD   -  ALEDO (1981)
 CS2427
 CS2427                         *CURRENT SURVEY CONTROL
 CS2427  ___________________________________________________________________
 CS2427* NAD 83(1993)-  32 43 14.34157(N)    097 35 55.06366(W)     ADJUSTED  
 CS2427* NAVD 88     -       313.272  (meters)    1027.79   (feet)  ADJUSTED  
 CS2427  ___________________________________________________________________
 CS2427  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 CS2427  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CS2427  DYNAMIC HT  -         312.894 (meters)    1026.55  (feet)  COMP
 CS2427  MODELED GRAV-     979,423.6   (mgal)                       NAVD 88
 CS2427
 CS2427  HORZ ORDER  -  THIRD
 CS2427  VERT ORDER  -  FIRST     CLASS II
 CS2427
 CS2427.The horizontal coordinates were established by classical geodetic methods
 CS2427.and adjusted by the National Geodetic Survey in February 1996..
 CS2427.No horizontal observational check was made to the station.
 CS2427
 CS2427.The orthometric height was determined by differential leveling
 CS2427.and adjusted by the National Geodetic Survey in June 1991..
 CS2427
 CS2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2427
 CS2427.The geoid height was determined by GEOID03.
 CS2427
 CS2427.The dynamic height is computed by dividing the NAVD 88
 CS2427.geopotential number by the normal gravity value computed on the
 CS2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2427.degrees latitude (g = 980.6199 gals.).
 CS2427
 CS2427.The modeled gravity was interpolated from observed gravity values.
 CS2427
 CS2427;                    North         East     Units Scale Factor Converg.
 CS2427;SPC TXNC     - 2,117,238.694   684,490.087   MT  0.99988921   +0 29 29.8
 CS2427;SPC TXNC     - 6,946,307.28  2,245,697.89   sFT  0.99988921   +0 29 29.8
 CS2427;UTM  14      - 3,621,187.152   631,326.722   MT  0.99981266   +0 45 27.4
 CS2427
 CS2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2427!SPC TXNC     -   0.99995524  x   0.99988921  =   0.99984446
 CS2427!UTM  14      -   0.99995524  x   0.99981266  =   0.99976791
 CS2427
 CS2427:                Primary Azimuth Mark                     Grid Az
 CS2427:SPC TXNC     -  ALEDO                                    351 39 06.5
 CS2427:UTM  14      -  ALEDO                                    351 23 08.9
 CS2427
 CS2427|---------------------------------------------------------------------|
 CS2427| PID    Reference Object                     Distance      Geod. Az  |
 CS2427|                                                           dddmmss.s |
 CS2427| CS2264 ALEDO                               APPROX. 1.0 KM 3520836.3 |
 CS2427| CS2429 ALEDO 3                             APPROX. 1.1 KM 3524407.6 |
 CS2427| CS2269 ALEDO 2                             APPROX. 0.5 KM 3543349.3 |
 CS2427|---------------------------------------------------------------------|
 CS2427
 CS2427                          SUPERSEDED SURVEY CONTROL
 CS2427
 CS2427  NAD 83(1986)-  32 43 14.34439(N)    097 35 55.04726(W) AD(       ) 3
 CS2427  NAD 27      -  32 43 13.87234(N)    097 35 53.95850(W) AD(       ) 3
 CS2427  NGVD 29 (07/19/86)  313.0    (m)         1027.     (f) VERT ANG       
 CS2427
 CS2427.Superseded values are not recommended for survey control.
 CS2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2427.See file dsdata.txt to determine how the superseded data were derived.
 CS2427
 CS2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3132721187(NAD 83)
 CS2427_MARKER: DR = REFERENCE MARK DISK
 CS2427_SETTING: 66 = SET IN ROCK OUTCROP
 CS2427_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CS2427_STAMPING: ALEDO 2 NO 6 AZ 1974
 CS2427_MARK LOGO: NGS   
 CS2427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2427
 CS2427  HISTORY     - Date     Condition        Report By
 CS2427  HISTORY     - 1974     MONUMENTED       NGS
 CS2427  HISTORY     - 1983     GOOD             NGS
 CS2427  HISTORY     - 19910527 MARK NOT FOUND   USPSQD
 CS2427  HISTORY     - 19950820 GOOD             USPSQD
 CS2427  HISTORY     - 19970524 GOOD             USPSQD
 CS2427  HISTORY     - 20041023 GOOD             USPSQD
 CS2427  HISTORY     - 20051119 GOOD             USPSQD
 CS2427
 CS2427                          STATION DESCRIPTION
 CS2427
 CS2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CS2427'TO REACH THE STATION ALEDO 2 FROM THE POST OFFICE IN ALEDO, GO
 CS2427'NORTHERNLY ON FARM ROAD 5 FOR 1.2 MILES TO CROSSROADS, CONTINUE NORTH
 CS2427'ON FARM ROAD 5 FOR 0.4 MILE TO R.M. NO. 6 AZ ON THE LEFT.  CONTINUE
 CS2427'NORTH ON FARM ROAD 5 FOR 0.3 MILE TO STATION ON THE RIGHT.
 CS2427'
 CS2427'REFERENCE MARK NO. 6 AZ IS A STANDARD DISK, SET IN A DRILL HOLE, IN
 CS2427'BEDROCK AND IS STAMPED ALEDO 2 NO 6 AZ 1974.  IT IS 34 FEET WEST OF
 CS2427'THE CENTER-LINE OF HIGHWAY, 25 FEET NORTHEAST OF A HIGHWAY
 CS2427'RIGHT-OF-WAY CONCRETE POST MARKER, 15 FEET EAST OF THE FENCE-LINE,
 CS2427'16 FEET WEST-SOUTHWEST OF A FENCE-POST WITH WITNESS SIGN, IN BEDROCK
 CS2427'THAT IS FLUSH WITH THE GROUND AND IS ABOUT 100 FEET NORTH OF
 CS2427'CURVE IN ROAD.
 CS2427
 CS2427                          STATION RECOVERY (1983)
 CS2427
 CS2427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2427'19.7 KM (12.25 MI) EAST FROM WEATHERFORD.
 CS2427'18.8 KM (11.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2427'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, THENCE 0.9 KM (0.55
 CS2427'MI) SOUTHERLY ALONG FARM ROAD 5, 10.4 METERS (34.1 FT) WEST OF THE
 CS2427'CENTERLINE OF THE ROAD AND 7.6 METERS (24.9 FT) NORTHEAST OF A HIGHWAY
 CS2427'RIGHT-OF-WAY POST.  NOTE=THIS MARK WAS USED AS AN AZIMUTH MARK FOR
 CS2427'TRIANGULATION STATION ALEDO 3.
 CS2427'THE MARK IS 4.6 METERS  E FROM  A WITNESS POST AND FENCE
 CS2427'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CS2427
 CS2427                          STATION RECOVERY (1991)
 CS2427
 CS2427'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2427'MARK NOT FOUND.
 CS2427
 CS2427                          STATION RECOVERY (1995)
 CS2427
 CS2427'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2427'RECOVERED IN GOOD CONDITION.
 CS2427
 CS2427                          STATION RECOVERY (1997)
 CS2427
 CS2427'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2427'RECOVERED IN GOOD CONDITION.
 CS2427
 CS2427                          STATION RECOVERY (2004)
 CS2427
 CS2427'RECOVERY NOTE BY US POWER SQUADRON 2004 (TGC)
 CS2427'RECOVERED IN GOOD CONDITION.
 CS2427
 CS2427                          STATION RECOVERY (2005)
 CS2427
 CS2427'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 CS2427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2429 ***********************************************************************
 CS2429  FBN         -  This is a Federal Base Network Control Station.
 CS2429  DESIGNATION -  ALEDO 3
 CS2429  PID         -  CS2429
 CS2429  STATE/COUNTY-  TX/PARKER
 CS2429  USGS QUAD   -  ALEDO (1981)
 CS2429
 CS2429                         *CURRENT SURVEY CONTROL
 CS2429  ___________________________________________________________________
 CS2429* NAD 83(1993)-  32 43 49.16436(N)    097 36 00.31546(W)     ADJUSTED  
 CS2429* NAVD 88     -       318.869  (meters)    1046.16   (feet)  ADJUSTED  
 CS2429  ___________________________________________________________________
 CS2429  X           -    -710,350.482 (meters)                     COMP
 CS2429  Y           -  -5,323,767.122 (meters)                     COMP
 CS2429  Z           -   3,428,994.853 (meters)                     COMP
 CS2429  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 CS2429  ELLIP HEIGHT-         290.65  (meters)          (05/01/00) GPS OBS
 CS2429  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CS2429  DYNAMIC HT  -         318.483 (meters)    1044.89  (feet)  COMP
 CS2429  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 CS2429
 CS2429  HORZ ORDER  -  B
 CS2429  VERT ORDER  -  FIRST     CLASS II
 CS2429  ELLP ORDER  -  THIRD     CLASS I
 CS2429
 CS2429.The horizontal coordinates were established by GPS observations
 CS2429.and adjusted by the National Geodetic Survey in May 1994..
 CS2429
 CS2429.The orthometric height was determined by differential leveling
 CS2429.and adjusted by the National Geodetic Survey in June 1991..
 CS2429
 CS2429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2429
 CS2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2429
 CS2429.The ellipsoidal height was determined by GPS observations
 CS2429.and is referenced to NAD 83.
 CS2429
 CS2429.The geoid height was determined by GEOID03.
 CS2429
 CS2429.The dynamic height is computed by dividing the NAVD 88
 CS2429.geopotential number by the normal gravity value computed on the
 CS2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2429.degrees latitude (g = 980.6199 gals.).
 CS2429
 CS2429.The modeled gravity was interpolated from observed gravity values.
 CS2429
 CS2429;                    North         East     Units Scale Factor Converg.
 CS2429;SPC TXNC     - 2,118,310.094   684,344.158   MT  0.99988825   +0 29 26.9
 CS2429;SPC TXNC     - 6,949,822.37  2,245,219.13   sFT  0.99988825   +0 29 26.9
 CS2429;UTM  14      - 3,622,257.782   631,175.830   MT  0.99981218   +0 45 25.3
 CS2429
 CS2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2429!SPC TXNC     -   0.99995437  x   0.99988825  =   0.99984262
 CS2429!UTM  14      -   0.99995437  x   0.99981218  =   0.99976656
 CS2429
 CS2429|---------------------------------------------------------------------|
 CS2429| PID    Reference Object                     Distance      Geod. Az  |
 CS2429|                                                           dddmmss.s |
 CS2429| AA3630 ALEDO 3 RM 7                          9.232 METERS 04627     |
 CS2429| CS2427 ALEDO 2 RM 6 AZ MK                  APPROX. 1.1 KM 1724404.7 |
 CS2429| CS2264 ALEDO                                93.379 METERS 17901     |
 CS2429| CS3160 ALEDO 3 RM 8                         17.163 METERS 22820     |
 CS2429| CS3176 WEATHERFORD CHILDRENS HOME TK       APPROX.14.8 KM 2791435.2 |
 CS2429|---------------------------------------------------------------------|
 CS2429
 CS2429                          SUPERSEDED SURVEY CONTROL
 CS2429
 CS2429  ELLIP H (05/09/94)  290.71   (m)                       GP(       ) 4 2
 CS2429  NAD 83(1986)-  32 43 49.16725(N)    097 36 00.29904(W) AD(       ) 2
 CS2429  NAD 27      -  32 43 48.69589(N)    097 35 59.21067(W) AD(       ) 2
 CS2429  NAVD 88 (05/09/94)  318.87   (m)         1046.2    (f) LEVELING    3  
 CS2429  NGVD 29 (07/19/86)  318.80   (m)         1045.9    (f) LEVELING    3  
 CS2429
 CS2429.Superseded values are not recommended for survey control.
 CS2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2429.See file dsdata.txt to determine how the superseded data were derived.
 CS2429
 CS2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3117622258(NAD 83)
 CS2429_MARKER: DH = HORIZONTAL CONTROL DISK
 CS2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2429_SP_SET: CONCRETE POST
 CS2429_STAMPING: ALEDO 3 1976
 CS2429_MARK LOGO: NGS   
 CS2429_PROJECTION: FLUSH
 CS2429_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2429+STABILITY: SURFACE MOTION
 CS2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2429+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 CS2429
 CS2429  HISTORY     - Date     Condition        Report By
 CS2429  HISTORY     - 1976     MONUMENTED       NGS
 CS2429  HISTORY     - 1983     GOOD             NGS
 CS2429  HISTORY     - 19880225 GOOD             NGS
 CS2429  HISTORY     - 19930322 GOOD             NGS
 CS2429  HISTORY     - 19970524 GOOD             USPSQD
 CS2429  HISTORY     - 19980107 GOOD             NGS
 CS2429  HISTORY     - 20030313 GOOD             INDIV
 CS2429  HISTORY     - 20041023 GOOD             USPSQD
 CS2429  HISTORY     - 20051119 GOOD             USPSQD
 CS2429
 CS2429                          STATION DESCRIPTION
 CS2429
 CS2429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CS2429'THE STATION IS LOCATED ABOUT 12 MILES EAST OF WEATHERFORD, 2 MILES
 CS2429'NORTH OF ALEDO AND AT THE INTERSECTION OF I.S. 20 (U.S. HIGHWAY 80)
 CS2429'AND STATE HIGHWAY 5.
 CS2429'
 CS2429'TO REACH THE STATION FROM THE POST OFFICE IN ALEDO, GO NORTHERLY
 CS2429'ON STATE HIGHWAY 5 FOR 1.6 MILES TO REFERENCE MARK NO. 6 AZI. ON THE
 CS2429'LEFT.  CONTINUE NORTHERLY ON STATE HIGHWAY 5 FOR 0.7 MILE TO THE
 CS2429'INTERSECTION OF I.S. 20 (U.S. HIGHWAY 80) AND STATION LOCATED
 CS2429'AT THE NORTHWEST ANGLE FORMED BY THE INTERSECTION OF HIGHWAYS.
 CS2429'
 CS2429'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS2429'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED ALEDO 3
 CS2429'1976.  IT IS 83 FEET WEST-SOUTHWEST OF A METAL HI-LINE POLE, 68
 CS2429'FEET NORTHWEST OF A HI-LINE POLE, 56 FEET NORTHEAST OF A
 CS2429'FENCE-CORNER, 55 FEET WEST OF THE CENTER-LINE OF HIGHWAY, 8 FEET
 CS2429'NORTHEAST OF STATE HIGHWAY SURVEY STATION 2909 AND 2 FEET
 CS2429'SOUTH OF FENCE-LINE AND METAL WITNESS POST.
 CS2429'
 CS2429'REFERENCE MARK NO. 6 AZI 1974 IS A STANDARD DISK SET IN A DRILL
 CS2429'HOLE IN BEDROCK, THAT IS FLUSH WITH THE GROUND AND THE DISK IS
 CS2429'STAMPED ALEDO 2 NO 6 AZI 1974.  IT IS 34 FEET WEST OF THE
 CS2429'CENTER-LINE OF HIGHWAY, 25 FEET NORTHEAST OF A HIGHWAY RIGHT-OF-WAY
 CS2429'CONCRETE POST MARKER, 15 FEET EAST OF THE FENCE-LINE, AND
 CS2429'FENCE-POST WITH METAL WITNESS POST.
 CS2429'
 CS2429'REFERENCE MARK NO. 7 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS2429'CONCRETE POST, PROJECTS 4-INCHES AND IS STAMPED ALEDO 3 NO 7
 CS2429'1976.  IT IS 59 FEET WEST OF A METAL HI-LINE POLE, 34 FEET WEST
 CS2429'OF THE CENTER-LINE OF HIGHWAY, 13 FEET SOUTHWEST OF THE FENCE
 CS2429'CORNER, 1-FOOT NORTHEAST OF FENCE-LINE AND SET BETWEEN TWO BRACED
 CS2429'FENCE-POST.
 CS2429'
 CS2429'REFERENCE MARK NO 8 IS A STANDARD DISK SET IN THE TOP OF A ROUND
 CS2429'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED ALEDO 3
 CS2429'NO 8 1976.  IT IS 100 FEET WEST OF THE CENTER-LINE OF HIGHWAY, 99
 CS2429'FEET SOUTHWEST OF FENCE-CORNER, 12 FEET NORTHEAST OF A HI-LINE
 CS2429'POLE, 9 FEET NORTHEAST OF A FENCE-CORNER, 1-FOOT SOUTHEAST OF
 CS2429'FENCE-LINE AND SET BETWEEN TWO BRACED FENCE-POST.
 CS2429'
 CS2429'NEAREST TOWN--ALEDO.
 CS2429
 CS2429                          STATION RECOVERY (1983)
 CS2429
 CS2429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2429'18.8 KM (11.7 MI) EAST FROM WEATHERFORD.
 CS2429'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CS2429'18.8 KM (11.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2429'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 144.5 METERS
 CS2429'(474.1 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY,
 CS2429'25.6 METERS (84.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD AND
 CS2429'16.4 METERS (53.8 FT) WEST OF THE CENTERLINE OF A PAVED ROAD.
 CS2429'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CS2429
 CS2429                          STATION RECOVERY (1988)
 CS2429
 CS2429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 CS2429'THE STATION IS LOCATED ABOUT 19 KM (11.80 MI) EAST OF WEATHERFORD AND
 CS2429'3 KM (1.85 MI) NORTH OF ALEDO, AT THE JUNCTION OF INTERSTATE HIGHWAY
 CS2429'20 AND FARM ROAD 1187 (ALEDO AND FARMER ROAD)(EXIT 420).  IT IS SET
 CS2429'IN THE NORTHWEST ANGLE OF THE ROAD LEADING NORTH AND THE NORTH
 CS2429'FRONTAGE ROAD, ON HIGHWAY RIGHT-OF-WAY. OWNERSHIP--TEXAS DEPARTMENTOF
 CS2429'HIGHWAYS, AUSTIN, TX.
 CS2429'THE STATION MARK IS SET 144.5 M (474.1 FT) NORTH OF THE CENTER OF THE
 CS2429'WEST BOUND LANES OF THE HIGHWAY, 25.6 M (84.0 FT) NORTH OF THE CENTER
 CS2429'OF THE FRONTAGE ROAD, 16.7 M (54.8 FT) WEST OF THE CENTER OF THE ROAD
 CS2429'LEADING NORTH, AND 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST AND
 CS2429'AFENCE.
 CS2429'DESCRIBED BY B.L.L.
 CS2429
 CS2429                          STATION RECOVERY (1993)
 CS2429
 CS2429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CS2429'STATION IS LOCATED ABOUT 26 KM (16.15 MI) WEST OF FORT WORTH, 19 KM
 CS2429'(11.80 MI) EAST OF WEATHERFORD, 4 KM (2.50 MI) NORTH OF ALEDO, IN THE
 CS2429'NORTHWEST ANGLE OF THE JUNCTION OF INTERSTATE HIGHWAY 20 AND FARM
 CS2429'ROAD 1187 (FIRST INTERCHANGE WEST OF THE JUNCTION OF INTERSTATE
 CS2429'HIGHWAYS 20 AND 30), ON THE RIGHT-OF-WAY OF THE NORTH FRONTAGE ROAD,
 CS2429'ALONG AN ANGLED FENCE LINE.  OWNERSHIP--TEXAS DEPARTMENT OF
 CS2429'TRANSPORTATION.
 CS2429'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 20
 CS2429'AND FARM ROAD 1187, GO NORTH ON ROAD 1187 FOR 0.16 KM (0.10 MI) TO
 CS2429'THE STATION ON THE LEFT.
 CS2429'STATION MARK IS SET IN THE TOP OF A 35 CM ROUND CONCRETE POST FLUSH
 CS2429'WITH THE GROUND.  IT IS 16.8 M (55.1 FT) WEST OF THE CENTER OF ROAD
 CS2429'1187, 25.1 M (82.3 FT) NORTH OF THE CENTER OF THE FRONTAGE ROAD, 0.5
 CS2429'M (1.6 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY
 CS2429'FENCE, 13.1 M (43.0 FT) SOUTHWEST OF A PIPE FENCE CORNER POST AND
 CS2429'19.9 M (65.3 FT) NORTHEAST OF A PIPE FENCE CORNER POST.
 CS2429
 CS2429                          STATION RECOVERY (1997)
 CS2429
 CS2429'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2429'RECOVERED IN GOOD CONDITION.
 CS2429
 CS2429                          STATION RECOVERY (1998)
 CS2429
 CS2429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 CS2429'THE STATION IS LOCATED ABOUT 27 KM (16.75 MI) WEST FROM CENTRAL FORT
 CS2429'WORTH, 27 KM (16.75 MI) EAST FROM WEATHERFORD, AND 4 KM (2.50 MI)
 CS2429'NORTH FROM ALEDO NEAR THE JUNCTION OF INTERSTATE HIGHWAY 20 (EXIT 420)
 CS2429'AND FARM ROAD 1187.  OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND
 CS2429'BRAZOS, AUSTIN TX 78701, PHONE 512-465-7337.  TO REACH FROM THE WEST
 CS2429'SIDE OF FORT WORTH AT INTERSTATE 30 AT THE INTERSTATE 820 OVERPASS, GO
 CS2429'WEST ON INTERSTATE 30 FOR 8.7 KM (5.40 MI) TO ITS TERMINUS AT THE
 CS2429'INTERSTATE 20 OVERPASS.  CONTINUE WEST AND FOLLOW INTERSTATE 20, THE
 CS2429'ALEDO/FARM ROAD 1187 EXIT RAMP (EXIT 420) AND THE NORTH MARGINAL ROAD
 CS2429'FOR 3.2 KM (2.00 MI) TO THE JUNCTION OF THE NORTH MARGINAL ROAD WITH
 CS2429'FARM ROAD 1187 AND THE STATION AHEAD ON RIGHT. THE MARK IS A NGS
 CS2429'HORIZONTAL CONTROL MARK DISK IN A 35 CM (14 IN) DIA ROUND CONCRETE
 CS2429'POST.  THE STATION IS LOCATED 101.1 M (331.7 FT) NORTH FROM NGS
 CS2429'VERTICAL CONTROL MARK J 1478 LOCATED AT THE SOUTHWEST CORNER OF THE
 CS2429'NORTH ABUTMENT FOR THE BRIDGE OVER INTERSTATE 20, 100.5 FT (30.6 M)
 CS2429'NORTHWEST FROM A RAILROAD SPIKE FOUND AT THE CENTERLINE JUNCTION OF
 CS2429'FARM ROAD 1187 WITH THE NORTH MARGINAL ROAD, 25.1 M (82.3 FT) NORTH
 CS2429'FROM THE NORTH MARGINAL ROAD CENTER, 16.8 M (55.1 FT) WEST FROM FARM
 CS2429'ROAD 1187 CENTER, 17.1 M (56.1 FT) NORTHEAST FROM ALEDO 3 RM 8, 9.2 M
 CS2429'(30.2 FT) SOUTHWEST FROM ALEDO 3 RM 7, 8.1 M (26.6 FT) SOUTHEAST FROM
 CS2429'A WIRE FENCE AND 0.5 M (1.6 FT) SOUTHEAST FROM A WIRE FENCE AT THE
 CS2429'EDGE OF A TELEPHONE FIBER OPTICS UTILITY EASEMENT.  THE MARK IS FLUSH
 CS2429'WITH THE GROUND.
 CS2429
 CS2429                          STATION RECOVERY (2003)
 CS2429
 CS2429'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MB)
 CS2429'RECOVERED IN GOOD CONDITION.
 CS2429
 CS2429                          STATION RECOVERY (2004)
 CS2429
 CS2429'RECOVERY NOTE BY US POWER SQUADRON 2004 (TGC)
 CS2429'RECOVERED IN GOOD CONDITION.
 CS2429
 CS2429                          STATION RECOVERY (2005)
 CS2429
 CS2429'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 CS2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3630 ***********************************************************************
 AA3630  DESIGNATION -  ALEDO 3 RM 7
 AA3630  PID         -  AA3630
 AA3630  STATE/COUNTY-  TX/PARKER
 AA3630  USGS QUAD   -  ALEDO (1981)
 AA3630
 AA3630                         *CURRENT SURVEY CONTROL
 AA3630  ___________________________________________________________________
 AA3630* NAD 83(1986)-  32 43 48.     (N)    097 36 00.     (W)     SCALED    
 AA3630* NAVD 88     -       318.96   (+/-2cm)    1046.5    (feet)  VERTCON   
 AA3630  ___________________________________________________________________
 AA3630  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AA3630
 AA3630  VERT ORDER  -  THIRD (See Below)
 AA3630
 AA3630.The horizontal coordinates were scaled from a topographic map and have
 AA3630.an estimated accuracy of +/- 6 seconds.
 AA3630
 AA3630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3630.The vertical order pertains to the NGVD 29 superseded value.
 AA3630
 AA3630.The geoid height was determined by GEOID03.
 AA3630
 AA3630;                    North         East    Units  Estimated Accuracy
 AA3630;SPC TXNC     - 2,118,270.      684,350.      MT  (+/- 180 meters Scaled)
 AA3630
 AA3630                          SUPERSEDED SURVEY CONTROL
 AA3630
 AA3630  NGVD 29 (01/29/03)  318.90   (m)         1046.3    (f) RESET       3  
 AA3630
 AA3630.Superseded values are not recommended for survey control.
 AA3630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3630.See file dsdata.txt to determine how the superseded data were derived.
 AA3630
 AA3630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB311222(NAD 83)
 AA3630_MARKER: DR = REFERENCE MARK DISK
 AA3630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3630_STAMPING: ALEDO 3 NO 7 1976
 AA3630_MARK LOGO: NGS   
 AA3630_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3630+STABILITY: SURFACE MOTION
 AA3630
 AA3630  HISTORY     - Date     Condition        Report By
 AA3630  HISTORY     - 1976     MONUMENTED       NGS
 AA3630  HISTORY     - 19760323 GOOD             NGS
 AA3630  HISTORY     - 19970524 GOOD             USPSQD
 AA3630  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 AA3630
 AA3630                          STATION DESCRIPTION
 AA3630
 AA3630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AA3630'18.8 MILES (30.3 KM) EASTERLY ALONG INTERSTATE HIGHWAY 20, FROM ITS
 AA3630'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, AND 1.85 MILES (2.98
 AA3630'KM) NORTH OF ALEDO, JUNCTION OF HIGHWAY 20 AND FARM ROAD 1187, 59 FEET
 AA3630'(18.0 M) WEST OF HI-LINE POLE, 34 FEET (10.4 M) WEST OF COUNTY
 AA3630'HIGHWAY, 13 FEET (4.0 M) SOUTHWEST OF FENCE CORNER, 1 FOOT (0.3 M)
 AA3630'NORTHEAST OF FENCE AND WEST-SOUTHWEST BETWEEN TWO BRACED IRON FENCE
 AA3630'POSTS.
 AA3630
 AA3630                          STATION RECOVERY (1997)
 AA3630
 AA3630'RECOVERY NOTE BY US POWER SQUADRON 1997
 AA3630'RECOVERED IN GOOD CONDITION.
 AA3630
 AA3630                          STATION RECOVERY (2005)
 AA3630
 AA3630'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 AA3630'EXTENSIVE HIGHWAY WORK IN THIS AREA BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3160 ***********************************************************************
 CS3160  DESIGNATION -  ALEDO 3 RM 8
 CS3160  PID         -  CS3160
 CS3160  STATE/COUNTY-  TX/PARKER
 CS3160  USGS QUAD   -  ALEDO (1981)
 CS3160
 CS3160                         *CURRENT SURVEY CONTROL
 CS3160  ___________________________________________________________________
 CS3160* NAD 83(1993)-  32 43 48.79396(N)    097 36 00.80787(W)     ADJUSTED  
 CS3160* NAVD 88     -       318.73   (+/-2cm)    1045.7    (feet)  VERTCON   
 CS3160  ___________________________________________________________________
 CS3160  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 CS3160  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CS3160
 CS3160  HORZ ORDER  -  THIRD
 CS3160  VERT ORDER  -  THIRD (See Below)
 CS3160
 CS3160.The horizontal coordinates were established by classical geodetic methods
 CS3160.and adjusted by the National Geodetic Survey in February 1996..
 CS3160.No horizontal observational check was made to the station.
 CS3160
 CS3160.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3160.The vertical order pertains to the NGVD 29 superseded value.
 CS3160
 CS3160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3160
 CS3160.The geoid height was determined by GEOID03.
 CS3160
 CS3160;                    North         East     Units Scale Factor Converg.
 CS3160;SPC TXNC     - 2,118,298.576   684,331.437   MT  0.99988826   +0 29 26.6
 CS3160;SPC TXNC     - 6,949,784.58  2,245,177.39   sFT  0.99988826   +0 29 26.6
 CS3160;UTM  14      - 3,622,246.205   631,163.163   MT  0.99981213   +0 45 25.0
 CS3160
 CS3160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3160!SPC TXNC     -   0.99995439  x   0.99988826  =   0.99984265
 CS3160!UTM  14      -   0.99995439  x   0.99981213  =   0.99976653
 CS3160
 CS3160|---------------------------------------------------------------------|
 CS3160| PID    Reference Object                     Distance      Geod. Az  |
 CS3160|                                                           dddmmss.s |
 CS3160| CS2429 ALEDO 3                              17.163 METERS 04820     |
 CS3160| CS2264 ALEDO                                83.215 METERS 17001     |
 CS3160|---------------------------------------------------------------------|
 CS3160
 CS3160                          SUPERSEDED SURVEY CONTROL
 CS3160
 CS3160  NAD 83(1986)-  32 43 48.79679(N)    097 36 00.79152(W) AD(       ) 3
 CS3160  NAD 27      -  32 43 48.32548(N)    097 35 59.70307(W) AD(       ) 3
 CS3160  NGVD 29 (01/29/03)  318.67   (m)         1045.5    (f) RESET       3  
 CS3160
 CS3160.Superseded values are not recommended for survey control.
 CS3160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3160.See file dsdata.txt to determine how the superseded data were derived.
 CS3160
 CS3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3116322246(NAD 83)
 CS3160_MARKER: DR = REFERENCE MARK DISK
 CS3160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS3160_STAMPING: ALEDO 3 NO 8 1976
 CS3160_MARK LOGO: NGS   
 CS3160_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3160+STABILITY: SURFACE MOTION
 CS3160
 CS3160  HISTORY     - Date     Condition        Report By
 CS3160  HISTORY     - 1976     MONUMENTED       NGS
 CS3160  HISTORY     - 19760323 GOOD             NGS
 CS3160  HISTORY     - 19970524 GOOD             USPSQD
 CS3160  HISTORY     - 20041023 GOOD             USPSQD
 CS3160  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS3160
 CS3160                          STATION DESCRIPTION
 CS3160
 CS3160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CS3160'THE STATION IS LOCATED ABOUT 12 MILES EAST OF WEATHERFORD, 2 MILES
 CS3160'NORTH OF ALEDO AND AT THE INTERSECTION OF I.S. 20 (U.S. HIGHWAY
 CS3160'80) AND STATE HIGHWAY 5.
 CS3160'
 CS3160'TO REACH THE STATION FROM THE POST OFFICE IN ALEDO, GO NORTHERLY
 CS3160'ON STATE HIGHWAY 5 FOR 1.6 MILES TO REFERENCE MARK NO. 6 AZI. ON
 CS3160'THE LEFT.  CONTINUE NORTHERLY ON STATE HIGHWAY 5 FOR 0.7 MILE TO
 CS3160'THE INTERSECTION OF I.S. 20 (U.S. HIGHWAY 80) AND STATION LOCATED
 CS3160'AT THE NORTHWEST ANGLE FORMED BY THE INTERSECTION OF HIGHWAYS.
 CS3160'
 CS3160'REFERENCE MARK NO 8 IS A STANDARD DISK SET IN THE TOP OF A ROUND
 CS3160'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED ALEDO 3
 CS3160'NO 8 1976.  IT IS 100 FEET WEST OF THE CENTER-LINE OF HIGHWAY, 99
 CS3160'FEET SOUTHWEST OF FENCE-CORNER, 12 FEET NORTHEAST OF A HI-LINE
 CS3160'POLE, 9 FEET NORTHEAST OF A FENCE-CORNER, 1-FOOT SOUTHEAST OF
 CS3160'FENCE-LINE AND SET BETWEEN TWO BRACED FENCE-POST.
 CS3160'
 CS3160'NEAREST TOWN--ALEDO.
 CS3160
 CS3160                          STATION RECOVERY (1976)
 CS3160
 CS3160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CS3160'18.8 MILES (30.3 KM) EASTERLY ALONG INTERSTATE HIGHWAY 20, FROM ITS
 CS3160'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, AND 1.85 MILES (2.98
 CS3160'KM) NORTH OF ALEDO, JUNCTION OF HIGHWAY 20 AND FARM ROAD 1187, 59 FEET
 CS3160'(18.0 M) WEST OF HI-LINE POLE, 34 FEET (10.4 M) WEST OF COUNTY
 CS3160'HIGHWAY, 13 FEET (4.0 M) SOUTHWEST OF FENCE CORNER, 1 FOOT (0.3 M)
 CS3160'NORTHEAST OF FENCE AND WEST-SOUTHWEST BETWEEN TWO BRACED IRON FENCE
 CS3160'POSTS, MARK PROJECTS 4 INCHES.
 CS3160
 CS3160                          STATION RECOVERY (1997)
 CS3160
 CS3160'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3160'RECOVERED IN GOOD CONDITION.
 CS3160
 CS3160                          STATION RECOVERY (2004)
 CS3160
 CS3160'RECOVERY NOTE BY US POWER SQUADRON 2004 (TGC)
 CS3160'RECOVERED IN GOOD CONDITION.
 CS3160
 CS3160                          STATION RECOVERY (2005)
 CS3160
 CS3160'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 CS3160'EXTENSIVE HIGHWAY WORK IN THIS AREA BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2268 ***********************************************************************
 CS2268  DESIGNATION -  ALEDO AZ
 CS2268  PID         -  CS2268
 CS2268  STATE/COUNTY-  TX/PARKER
 CS2268  USGS QUAD   -  ALEDO (1981)
 CS2268
 CS2268                         *CURRENT SURVEY CONTROL
 CS2268  ___________________________________________________________________
 CS2268* NAD 83(1986)-  32 43 41.     (N)    097 35 29.     (W)     SCALED    
 CS2268* NAVD 88     -       314.957  (meters)    1033.32   (feet)  ADJUSTED  
 CS2268  ___________________________________________________________________
 CS2268  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 CS2268  DYNAMIC HT  -         314.577 (meters)    1032.07  (feet)  COMP
 CS2268  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 CS2268
 CS2268  VERT ORDER  -  FIRST     CLASS II
 CS2268
 CS2268.The horizontal coordinates were scaled from a topographic map and have
 CS2268.an estimated accuracy of +/- 6 seconds.
 CS2268
 CS2268.The orthometric height was determined by differential leveling
 CS2268.and adjusted by the National Geodetic Survey in June 1991..
 CS2268
 CS2268.The geoid height was determined by GEOID03.
 CS2268
 CS2268.The dynamic height is computed by dividing the NAVD 88
 CS2268.geopotential number by the normal gravity value computed on the
 CS2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2268.degrees latitude (g = 980.6199 gals.).
 CS2268
 CS2268.The modeled gravity was interpolated from observed gravity values.
 CS2268
 CS2268;                    North         East    Units  Estimated Accuracy
 CS2268;SPC TXNC     - 2,118,070.      685,160.      MT  (+/- 180 meters Scaled)
 CS2268
 CS2268                          SUPERSEDED SURVEY CONTROL
 CS2268
 CS2268  NGVD 29 (??/??/92)  314.902  (m)         1033.14   (f) ADJ UNCH    1 2
 CS2268
 CS2268.Superseded values are not recommended for survey control.
 CS2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2268.See file dsdata.txt to determine how the superseded data were derived.
 CS2268
 CS2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB319220(NAD 83)
 CS2268_MARKER: DZ = AZIMUTH MARK DISK
 CS2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2268_STAMPING: ALEDO 1946
 CS2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2268+STABILITY: SURFACE MOTION
 CS2268
 CS2268  HISTORY     - Date     Condition        Report By
 CS2268  HISTORY     - 1946     MONUMENTED       CGS
 CS2268  HISTORY     - 1952     GOOD             NGS
 CS2268  HISTORY     - 1959     GOOD             NGS
 CS2268  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 CS2268
 CS2268                          STATION DESCRIPTION
 CS2268
 CS2268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2268'2.7 MI NE FROM ALEDO.
 CS2268'2.2 MILES NORTH ALONG FARM ROAD 5 FROM THE TEXAS AND PACIFIC RAILROAD
 CS2268'STATION AT ALEDO, THENCE 0.5 MILE EAST ALONG U.S. HIGHWAYS 80 AND 180,
 CS2268'55 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF THE HIGHWAY, 6
 CS2268'FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 3 FEET NORTH OF
 CS2268'A WITNESS POST, 0.5 MILE EAST OF TRIANGULATION STATION ALEDO 1946, SET
 CS2268'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 CS2268'GROUND.
 CS2268
 CS2268                          STATION RECOVERY (1959)
 CS2268
 CS2268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CS2268'RECOVERED IN GOOD CONDITION.
 CS2268
 CS2268                          STATION RECOVERY (1995)
 CS2268
 CS2268'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2265 ***********************************************************************
 CS2265  DESIGNATION -  ALEDO RM 2
 CS2265  PID         -  CS2265
 CS2265  STATE/COUNTY-  TX/PARKER
 CS2265  USGS QUAD   -  ALEDO (1981)
 CS2265
 CS2265                         *CURRENT SURVEY CONTROL
 CS2265  ___________________________________________________________________
 CS2265* NAD 83(1986)-  32 43 45.     (N)    097 36 00.     (W)     SCALED    
 CS2265* NAVD 88     -       318.718  (meters)    1045.66   (feet)  ADJUSTED  
 CS2265  ___________________________________________________________________
 CS2265  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CS2265  DYNAMIC HT  -         318.332 (meters)    1044.39  (feet)  COMP
 CS2265  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 CS2265
 CS2265  VERT ORDER  -  FIRST     CLASS II
 CS2265
 CS2265.The horizontal coordinates were scaled from a topographic map and have
 CS2265.an estimated accuracy of +/- 6 seconds.
 CS2265
 CS2265.The orthometric height was determined by differential leveling
 CS2265.and adjusted by the National Geodetic Survey in June 1991..
 CS2265
 CS2265.The geoid height was determined by GEOID03.
 CS2265
 CS2265.The dynamic height is computed by dividing the NAVD 88
 CS2265.geopotential number by the normal gravity value computed on the
 CS2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2265.degrees latitude (g = 980.6199 gals.).
 CS2265
 CS2265.The modeled gravity was interpolated from observed gravity values.
 CS2265
 CS2265;                    North         East    Units  Estimated Accuracy
 CS2265;SPC TXNC     - 2,118,180.      684,350.      MT  (+/- 180 meters Scaled)
 CS2265
 CS2265                          SUPERSEDED SURVEY CONTROL
 CS2265
 CS2265  NGVD 29 (??/??/92)  318.662  (m)         1045.48   (f) ADJ UNCH    1 2
 CS2265
 CS2265.Superseded values are not recommended for survey control.
 CS2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2265.See file dsdata.txt to determine how the superseded data were derived.
 CS2265
 CS2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB311221(NAD 83)
 CS2265_MARKER: DR = REFERENCE MARK DISK
 CS2265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2265_SP_SET: MONUMENT
 CS2265_STAMPING: ALEDO NO.2 1946
 CS2265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2265
 CS2265  HISTORY     - Date     Condition        Report By
 CS2265  HISTORY     - 1946     MONUMENTED       CGS
 CS2265  HISTORY     - 1959     GOOD             NGS
 CS2265  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 CS2265
 CS2265                          STATION DESCRIPTION
 CS2265
 CS2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS2265'2.2 MI N FROM ALEDO.
 CS2265'AT THE INTERSECTION OF F.M. ROAD NO. 5 AND U.S. HIGHWAY NOS. 80-180,
 CS2265'2.2 MILES NORTH OF ALEDO, 77.3 FEET WEST OF TRIANGULATION STATION
 CS2265'ALEDO, 57.8 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND OR NORTH
 CS2265'TRAFFIC LANE OF U.S. HIGHWAY NO. 80, 57 FEET WEST OF THE CORNER POST
 CS2265'IN THE RIGHT-OF-WAY FENCE AND THE FLARE FENCE TO THE NORTHEAST AND 18
 CS2265'INCHES SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD REFERENCE
 CS2265'DISK STAMPED ALEDO NO. 2 1946 IN A CONCRETE MONUMENT WHICH IS ABOUT 4
 CS2265'INCHES BELOW THE SURFACE OF A DIRT RIDGE THAT WAS THROWN UP BY
 CS2265'MAINTENANCE EQUIPMENT.
 CS2265
 CS2265                          STATION RECOVERY (1995)
 CS2265
 CS2265'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5254 ***********************************************************************
 AH5254  DESIGNATION -  ALEXANDER ET
 AH5254  PID         -  AH5254
 AH5254  STATE/COUNTY-  TX/ERATH
 AH5254  USGS QUAD   -  DUBLIN (1965)
 AH5254
 AH5254                         *CURRENT SURVEY CONTROL
 AH5254  ___________________________________________________________________
 AH5254* NAD 83(1993)-  32 03 29.50031(N)    098 15 59.81602(W)     ADJUSTED  
 AH5254* NAVD 88     -       430.8    (meters)    1413.     (feet)  VERTCON   
 AH5254  ___________________________________________________________________
 AH5254  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AH5254  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH5254
 AH5254  HORZ ORDER  -  THIRD
 AH5254
 AH5254.The horizontal coordinates were established by classical geodetic methods
 AH5254.and adjusted by the National Geodetic Survey in July 1998..
 AH5254
 AH5254.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5254
 AH5254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5254
 AH5254.The geoid height was determined by GEOID03.
 AH5254
 AH5254;                    North         East     Units Scale Factor Converg.
 AH5254;SPC TXNC     - 2,043,442.635   622,039.748   MT  1.00002166   +0 07 38.2
 AH5254;SPC TXNC     - 6,704,194.71  2,040,808.74   sFT  1.00002166   +0 07 38.2
 AH5254;UTM  14      - 3,547,121.326   569,229.123   MT  0.99965910   +0 23 21.4
 AH5254
 AH5254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5254!SPC TXNC     -   0.99993665  x   1.00002166  =   0.99995831
 AH5254!UTM  14      -   0.99993665  x   0.99965910  =   0.99959578
 AH5254
 AH5254                          SUPERSEDED SURVEY CONTROL
 AH5254
 AH5254  NGVD 29 (07/28/98)  430.7    (m)         1413.     (f) VERT ANG       
 AH5254
 AH5254.Superseded values are not recommended for survey control.
 AH5254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5254.See file dsdata.txt to determine how the superseded data were derived.
 AH5254
 AH5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA6922947121(NAD 83)
 AH5254_MARKER: DS = TRIANGULATION STATION DISK
 AH5254_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5254_PROJECTION: FLUSH
 AH5254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5254+STABILITY: SURFACE MOTION
 AH5254
 AH5254  HISTORY     - Date     Condition        Report By
 AH5254  HISTORY     - 1961     MONUMENTED       USGS
 AH5254
 AH5254                          STATION DESCRIPTION
 AH5254
 AH5254'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH5254'STATION IS LOCATED ABOUT 3 MI. DUE W. OF ALEXANDER, TEXAS, ON A FLAT
 AH5254'PARTIALLY TIMBERED TOP, ABOUT 300 YDS. NW. OF AN OLD FARMHOUSE, ON THE
 AH5254'E. EDGE OF THE FLAT TOP.
 AH5254'TO REACH FROM ALEXANDER, PROCEED NW. ALONG STATE HIGHWAY 6 FOR 2.6 MI.
 AH5254'TO DIRT RD. W., THENCE W. ALONG DIRT RD. FOR 1.7 MI. TO T-RD. S.,
 AH5254'THENCE LEFT (S.) 0.6 MI. TO A GATE ON THE RIGHT AT A CEMETERY, THENCE
 AH5254'THROUGH GATE ALONG TRACK RD. 0.6 MI. TO AN OLD FARMHOUSE, PASS THROUGH
 AH5254'GATE INTO CORRAL, SHARP RIGHT TURN AROUND S. SIDE OF HOUSE, THROUGH
 AH5254'ANOTHER GATE FOR 0.2 MI. TO TOP OF HILL AND STATION SITE.
 AH5254'RECOVERED BY USGS IN 1965.
 AH5254'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 6
 AH5254'IN. ABOVE GROUND AND STAMPED---ALEXANDER - ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2662 ***********************************************************************
 CS2662  DESIGNATION -  ALEY
 CS2662  PID         -  CS2662
 CS2662  STATE/COUNTY-  TX/HENDERSON
 CS2662  USGS QUAD   -  STYX (1962)
 CS2662
 CS2662                         *CURRENT SURVEY CONTROL
 CS2662  ___________________________________________________________________
 CS2662* NAD 83(1993)-  32 16 18.95500(N)    096 16 57.65049(W)     ADJUSTED  
 CS2662* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 CS2662  ___________________________________________________________________
 CS2662  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CS2662  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS2662
 CS2662  HORZ ORDER  -  FIRST
 CS2662
 CS2662.The horizontal coordinates were established by classical geodetic methods
 CS2662.and adjusted by the National Geodetic Survey in February 1996..
 CS2662
 CS2662.The orthometric height was scaled from a topographic map.
 CS2662
 CS2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2662
 CS2662.The geoid height was determined by GEOID03.
 CS2662
 CS2662;                    North         East     Units Scale Factor Converg.
 CS2662;SPC TXNC     - 2,069,323.662   808,877.802   MT  0.99996450   +1 12 33.5
 CS2662;SPC TXNC     - 6,789,106.05  2,653,793.26   sFT  0.99996450   +1 12 33.5
 CS2662;UTM  14      - 3,573,820.057   755,946.474   MT  1.00040792   +1 27 06.0
 CS2662
 CS2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2662!SPC TXNC     -   0.99998767  x   0.99996450  =   0.99995217
 CS2662!UTM  14      -   0.99998767  x   1.00040792  =   1.00039558
 CS2662
 CS2662:                Primary Azimuth Mark                     Grid Az
 CS2662:SPC TXNC     -  ALEY AZ MK                               093 21 49.2
 CS2662:UTM  14      -  ALEY AZ MK                               093 07 16.7
 CS2662
 CS2662|---------------------------------------------------------------------|
 CS2662| PID    Reference Object                     Distance      Geod. Az  |
 CS2662|                                                           dddmmss.s |
 CS2662| CX9527 ALEY AZ MK                                         0943422.7 |
 CS2662| CX9528 ALEY RM 1                            26.216 METERS 18124     |
 CS2662| CS2661 108                                 151.201 METERS 25708     |
 CS2662| CX9529 ALEY RM 2                            32.169 METERS 34515     |
 CS2662|---------------------------------------------------------------------|
 CS2662
 CS2662                          SUPERSEDED SURVEY CONTROL
 CS2662
 CS2662  NAD 83(1986)-  32 16 18.96201(N)    096 16 57.63364(W) AD(       ) 1
 CS2662  NAD 27      -  32 16 18.43500(N)    096 16 56.71200(W) AD(       ) 1
 CS2662
 CS2662.Superseded values are not recommended for survey control.
 CS2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2662.See file dsdata.txt to determine how the superseded data were derived.
 CS2662
 CS2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA5594673820(NAD 83)
 CS2662_MARKER: DS = TRIANGULATION STATION DISK
 CS2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2662
 CS2662  HISTORY     - Date     Condition        Report By
 CS2662  HISTORY     - 1947     MONUMENTED       CGS
 CS2662
 CS2662                          STATION DESCRIPTION
 CS2662
 CS2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2662'THE STATION IS LOCATED ABOUT 14 MILES WEST-SOUTHWEST OF MABANK,
 CS2662'ABOUT 10 MILES NORTH OF KERENS, ABOUT 0.1 MILE EAST OF THE
 CS2662'TRINITY RIVER AND ON PROPERTY OWNED AND OCCUPIED BY MR. J.E. REESE.
 CS2662'IT IS SITUATED ABOUT 200 FEET SOUTHWEST OF THE HOUSE AND 22 FEET
 CS2662'SOUTHWEST OF THE SOUTHWEST CORNER OF CHICKEN HOUSE.  THE MARK
 CS2662'IS SET FLUSH AND IS STAMPED ALEY 1947.
 CS2662'
 CS2662'REFERENCE MARK NO. 1 IS LOCATED 1 FOOT EAST OF NORTH-SOUTH FENCE.
 CS2662'IT IS STAMPED ALEY NO 1 1947 AND PROJECTS 3 INCHES.
 CS2662'
 CS2662'REFERENCE MARK NO. 2 IS ABOUT 18 INCHES LOWER THAN STATION AND IS
 CS2662'SET IN FENCE CORNER.  IT IS STAMPED ALEY NO 2 1947 AND PROJECTS 3
 CS2662'INCHES.
 CS2662'
 CS2662'A TRAVERSE CONNECTION WAS MADE TO U.S.E.D. B.M. (STAMPED NO. 108)
 CS2662'WHICH IS LOCATED ON THE EAST BLUFF OF THE TRINITY RIVER, 70 FEET
 CS2662'SOUTH OF A SMALL GATE, NEAR A LARGE FELLED TREE AND AT THE
 CS2662'SITE OF THE OLD ACKERS FERRY.  MARK PROJECTS 6 INCHES.
 CS2662'
 CS2662'THE AZIMUTH MARK IS LOCATED 0.5 MILE EAST OF THE STATION, SET
 CS2662'IN FENCE LINE, 0.05 MILE SOUTH OF LANE LEADING TO STATION AND 20
 CS2662'FEET WEST OF CENTER OF DIRT ROAD LEADING SOUTH.  IT IS STAMPED
 CS2662'ALEY 1947 AND PROJECTS 2 INCHES.
 CS2662'
 CS2662'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. 175 IN MABANK,
 CS2662'GO SOUTH ACROSS RAILROAD TRACKS AND FOLLOW GRAVEL ROAD FOR 2.3
 CS2662'MILES TO T ROAD, TURN RIGHT AND GO 4.85 MILES TO ANOTHER T ROAD,
 CS2662'TURN LEFT AND GO 0.25 MILE TO THE ARNOLD STORE AND A DIRT ROAD
 CS2662'ON THE RIGHT, TURN RIGHT AND GO 0.55 MILE TO A FORK, KEEP RIGHT
 CS2662'FORK AND CONTINUE 1.5 MILE TO T ROAD, TURN RIGHT FOR 0.05 MILE
 CS2662'THEN LEFT AND GO 1.05 MILE TO CROSSROAD AND JACK PATTERSONS STORE.
 CS2662'THENCE TURN LEFT AND GO SOUTH FOR 2.6 MILES, TURN RIGHT AND
 CS2662'GO WEST, THEN SOUTH, FOR 2.1 MILES TO A GATE ON THE RIGHT
 CS2662'(THE AZIMUTH MARK IS 0.05 MILE SOUTH OF THIS GATE) TURN RIGHT
 CS2662'THROUGH GATE AND FOLLOW LANE FOR 0.45 MILE TO THE REESE FARM
 CS2662'HOUSE AND THE STATION SITE.
 CS2662'
 CS2662'A 100 FOOT SIGNAL AT CONEY IS VISIBLE AT 37 FEET.
 CS2662'
 CS2662'A 100 FOOT SIGNAL AT TOOL IS VISIBLE AT 37 FEET.
 CS2662'
 CS2662'A 100 FOOT SIGNAL AT BAZETTE IS VISIBLE AT 37 FEET.
 CS2662'
 CS2662'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2715 ***********************************************************************
 AX2715  DESIGNATION -  ALFORD
 AX2715  PID         -  AX2715
 AX2715  STATE/COUNTY-  TX/COLORADO
 AX2715  USGS QUAD   -  SHERIDAN NE (1981)
 AX2715
 AX2715                         *CURRENT SURVEY CONTROL
 AX2715  ___________________________________________________________________
 AX2715* NAD 83(1993)-  29 23 10.97669(N)    096 30 37.47783(W)     ADJUSTED  
 AX2715* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 AX2715  ___________________________________________________________________
 AX2715  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AX2715  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX2715
 AX2715  HORZ ORDER  -  SECOND
 AX2715
 AX2715.The horizontal coordinates were established by classical geodetic methods
 AX2715.and adjusted by the National Geodetic Survey in February 1996..
 AX2715
 AX2715.The orthometric height was scaled from a topographic map.
 AX2715
 AX2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2715
 AX2715.The geoid height was determined by GEOID03.
 AX2715
 AX2715;                    North         East     Units Scale Factor Converg.
 AX2715;SPC TXSC     - 4,174,690.705   841,624.032   MT  0.99986365   +1 13 10.9
 AX2715;SPC TXSC     -13,696,464.42  2,761,228.18   sFT  0.99986365   +1 13 10.9
 AX2715;UTM  14      - 3,253,371.578   741,618.269   MT  1.00032041   +1 13 20.0
 AX2715
 AX2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2715!SPC TXSC     -   0.99999675  x   0.99986365  =   0.99986040
 AX2715!UTM  14      -   0.99999675  x   1.00032041  =   1.00031715
 AX2715
 AX2715:                Primary Azimuth Mark                     Grid Az
 AX2715:SPC TXSC     -  STALLMAN RICE DRYER                      049 36 52.2
 AX2715:UTM  14      -  STALLMAN RICE DRYER                      049 36 43.1
 AX2715
 AX2715|---------------------------------------------------------------------|
 AX2715| PID    Reference Object                     Distance      Geod. Az  |
 AX2715|                                                           dddmmss.s |
 AX2715| AX2714 STALLMAN RICE DRYER                 APPROX.10.4 KM 0505003.1 |
 AX2715| CV5938 ALFORD RM 1                          27.044 METERS 05117     |
 AX2715| CV5937 ALFORD AZ MK                                       1343557.6 |
 AX2715| CV5939 ALFORD RM 2                          27.603 METERS 30524     |
 AX2715|---------------------------------------------------------------------|
 AX2715
 AX2715                          SUPERSEDED SURVEY CONTROL
 AX2715
 AX2715  NAD 83(1986)-  29 23 10.99070(N)    096 30 37.46368(W) AD(       ) 2
 AX2715  NAD 27      -  29 23 10.10586(N)    096 30 36.57120(W) AD(       ) 2
 AX2715
 AX2715.Superseded values are not recommended for survey control.
 AX2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2715.See file dsdata.txt to determine how the superseded data were derived.
 AX2715
 AX2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4161853372(NAD 83)
 AX2715_MARKER: DS = TRIANGULATION STATION DISK
 AX2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2715
 AX2715  HISTORY     - Date     Condition        Report By
 AX2715  HISTORY     - 1954     MONUMENTED       CGS
 AX2715  HISTORY     - 1963     GOOD             CGS
 AX2715
 AX2715                          STATION DESCRIPTION
 AX2715
 AX2715'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2715'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF GARWOOD, 6 MILES
 AX2715'WEST OF NADA AND IN A SMALL GRASSY PLOT ON WHICH IS LOCATED A DEEP
 AX2715'WATER WELL ON THE PROPERTY OF THE ENGSTROM BROS.
 AX2715'
 AX2715'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 71 AND
 AX2715'FARM ROAD 333 IN THE SOUTHWEST EDGE OF GARWOOD, GO SOUTHWEST ON FARM
 AX2715'ROAD 333 FOR 6 MILES TO A T-ROAD RIGHT, SOUTHWEST, AND THE END OF
 AX2715'THE PAVEMENT.  TURN RIGHT ONTO A GRAVEL ROAD AND GO 2 MILES TO A
 AX2715'CROSSROAD.  TURN RIGHT, NORTHWEST, AND GO 1.3 MILES TO THE
 AX2715'AZIMUTH MARK ON THE RIGHT AT A Y-INTERSECTION.  CONTINUE AHEAD
 AX2715'FOR 0.4 MILE TO THE WATER WELL AND THE STATION ON THE RIGHT.
 AX2715'
 AX2715'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2715'FLUSH WITH THE SURFACE.  IT IS 103 FEET WEST OF THE DEEP WATER WELL,
 AX2715'37 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND 15 FEET
 AX2715'NORTHEAST OF THE EAST RIGHT-OF-WAY FENCELINE AND WITNESS POST.  THE
 AX2715'MARK IS STAMPED ALFORD 1954.
 AX2715'
 AX2715'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2715'FLUSH WITH THE SURFACE.  IT IS 31 FEET NORTHWEST OF THE WATER WELL.
 AX2715'THE MARK IS STAMPED ALFORD NO 1 1954.
 AX2715'
 AX2715'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2715'PROJECTING 6 INCHES.  IT IS 27 FEET NORTHEAST OF THE CENTERLINE OF
 AX2715'THE ROAD AND IN THE EAST ROAD RIGHT-OF-WAY FENCELINE.  THE MARK IS
 AX2715'STAMPED ALFORD NO 2 1954.
 AX2715'
 AX2715'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2715'PROJECTING 6 INCHES.  IT IS 31 FEET NORTHEAST OF THE CENTER OF A
 AX2715'Y-INTERSECTION, 16 FEET NORTH OF A GATE AND PRIVATE DRIVE INTO A
 AX2715'FIELD, 4 FEET NORTHWEST OF A WITNESS POST AND 2 FEET NORTHEAST OF
 AX2715'THE ROAD RIGHT-OF-WAY FENCELINE.  THE MARK IS STAMPED ALFORD 1954.
 AX2715'
 AX2715'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AX2715
 AX2715                          STATION RECOVERY (1963)
 AX2715
 AX2715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2715'STATION, REFERENCE MARKS NO. 1 AND 2, AND AZIMUTH MARK WERE RECOVERED
 AX2715'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 AX2715'STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3195 ***********************************************************************
 AB3195  PACS        -  This is a Primary Airport Control Station.
 AB3195  DESIGNATION -  ALI A
 AB3195  PID         -  AB3195
 AB3195  STATE/COUNTY-  TX/JIM WELLS
 AB3195  USGS QUAD   -  ALICE SOUTH (1963)
 AB3195
 AB3195                         *CURRENT SURVEY CONTROL
 AB3195  ___________________________________________________________________
 AB3195* NAD 83(1993)-  27 44 37.94953(N)    098 02 02.70630(W)     ADJUSTED  
 AB3195* NAVD 88     -        54.02   (meters)     177.2    (feet)  GPS OBS   
 AB3195  ___________________________________________________________________
 AB3195  X           -    -789,518.421 (meters)                     COMP
 AB3195  Y           -  -5,593,568.703 (meters)                     COMP
 AB3195  Z           -   2,951,427.550 (meters)                     COMP
 AB3195  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AB3195  ELLIP HEIGHT-          27.45  (meters)          (10/24/00) GPS OBS
 AB3195  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AB3195
 AB3195  HORZ ORDER  -  B
 AB3195  ELLP ORDER  -  FOURTH    CLASS II
 AB3195
 AB3195.This mark is at Alice Intl (ALI) Airport (ALI)
 AB3195
 AB3195.The horizontal coordinates were established by GPS observations
 AB3195.and adjusted by the National Geodetic Survey in February 1996..
 AB3195
 AB3195.The orthometric height was determined by GPS observations and a
 AB3195.high-resolution geoid model.
 AB3195
 AB3195.GPS derived orthometric heights for airport stations designated as
 AB3195.PACS or SACS are published to 2 decimal places.  This maintains
 AB3195.centimeter relative accuracy between the PACS and SACS.  It does
 AB3195.not indicate centimeter accuracy relative to other marks which are
 AB3195.part of the NAVD 88 network.
 AB3195
 AB3195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3195
 AB3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3195
 AB3195.The ellipsoidal height was determined by GPS observations
 AB3195.and is referenced to NAD 83.
 AB3195
 AB3195.The geoid height was determined by GEOID03.
 AB3195
 AB3195;                    North         East     Units Scale Factor Converg.
 AB3195;SPC TX S     - 5,230,228.669   345,935.073   MT  0.99997857   +0 12 41.5
 AB3195;SPC TX S     -17,159,508.56  1,134,955.32   sFT  0.99997857   +0 12 41.5
 AB3195;UTM  14      - 3,069,204.179   595,197.370   MT  0.99971186   +0 26 58.9
 AB3195
 AB3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3195!SPC TX S     -   0.99999569  x   0.99997857  =   0.99997426
 AB3195!UTM  14      -   0.99999569  x   0.99971186  =   0.99970755
 AB3195
 AB3195:                Primary Azimuth Mark                     Grid Az
 AB3195:SPC TX S     -  CITY                                     153 32 47.9
 AB3195:UTM  14      -  CITY                                     153 18 30.5
 AB3195
 AB3195|---------------------------------------------------------------------|
 AB3195| PID    Reference Object                     Distance      Geod. Az  |
 AB3195|                                                           dddmmss.s |
 AB3195| AJ1206 CITY                                498.892 METERS 1534529.4 |
 AB3195|---------------------------------------------------------------------|
 AB3195
 AB3195                          SUPERSEDED SURVEY CONTROL
 AB3195
 AB3195  ELLIP H (02/20/96)   27.58   (m)                       GP(       ) 3 2
 AB3195
 AB3195.Superseded values are not recommended for survey control.
 AB3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3195.See file dsdata.txt to determine how the superseded data were derived.
 AB3195
 AB3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9519769204(NAD 83)
 AB3195_MARKER: I = METAL ROD
 AB3195_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3195_STAMPING: ALI A 1995
 AB3195_MARK LOGO: NGS   
 AB3195_PROJECTION: FLUSH
 AB3195_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3195+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3195_ROD/PIPE-DEPTH: 6.13 meters
 AB3195_SLEEVE-DEPTH  : 1 meters
 AB3195
 AB3195  HISTORY     - Date     Condition        Report By
 AB3195  HISTORY     - 1995     MONUMENTED       NGS
 AB3195
 AB3195                          STATION DESCRIPTION
 AB3195
 AB3195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3195'THE STATION IS LOCATED ABOUT 26.0 MI (41.8 KM) WEST OF ROBSTOWN, 6.5
 AB3195'MI (10.5 KM) NORTH OF BEN BOLT, 3.0 MI (4.8 KM) EAST OF ALICE AND AT
 AB3195'THE ALICE INTERNATIONAL AIRPORT.  OWNERSHIP--CITY OF ALICE AND COUNTY
 AB3195'OF JIM WELLS, MANAGER IS BILL MCCUMBER, PO DRAWER 3226, ALICE TX.
 AB3195'78333.  PHONE (512) 668-7210.  TO REACH THE STATION FROM THE JUNCTION
 AB3195'OF STATE HIGHWAY 44 AND COUNTY ROAD 1931 (ABOUT 1.5 MI (2.4 KM)
 AB3195'NORTHEAST OF ALICE) , GO SOUTH ON COUNTY ROAD 1931 FOR 1.6 MI (2.6 KM)
 AB3195'TO A ROAD LEFT, TURN LEFT AND GO EAST ON COUNTY ROAD 344 FOR 0.65 MI
 AB3195'(1.05 KM) TO THE AIRPORT BEACON TOWER ON THE RIGHT, CONTINUE AHEAD AND
 AB3195'GO EAST THEN NORTHEAST TO A GATE AHEAD, PASS THROUGH GATE, CONTINUE
 AB3195'AHEAD AND GO NORTHEAST ON THE APRON FOR 0.05 MI (0.08 KM) TO TAXIWAY,
 AB3195'TURN LEFT AND GO NORTHWEST ON THE PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM)
 AB3195'TO A DIRT ROAD AND THE STATION ON THE LEFT (INLINE WITH THE
 AB3195'PROLONGATION OF A NORTH-SOUTH DRAINAGE DITCH TO THE SOUTH) .  THE
 AB3195'STATION IS 223.0 FT (68.0 M) SOUTH SOUTHWEST OF A RUNWAY IDENTIFIER
 AB3195'LIGHT BOX, 80.0 FT (24.4 M) EAST NORTHEAST OF A ROUND TELEPHONE BOX,
 AB3195'35.5 FT (10.8 M) SOUTHWEST OF THE CENTER OF A DIRT ROAD AT ITS JUCTION
 AB3195'WITH TAXIWAY PAVEMENT AND 2.6 FT (0.8 M) NORTH OF A SHORT WITNESS
 AB3195'POST.  DRL.  THIS IS A PAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1211 ***********************************************************************
 AJ1211  DESIGNATION -  ALICE
 AJ1211  PID         -  AJ1211
 AJ1211  STATE/COUNTY-  TX/JIM WELLS
 AJ1211  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1211
 AJ1211                         *CURRENT SURVEY CONTROL
 AJ1211  ___________________________________________________________________
 AJ1211* NAD 83(1993)-  27 44 34.21545(N)    098 04 30.98073(W)     ADJUSTED  
 AJ1211* NAVD 88     -        62.8    (meters)     206.     (feet)  VERTCON   
 AJ1211  ___________________________________________________________________
 AJ1211  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 AJ1211  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AJ1211
 AJ1211  HORZ ORDER  -  FIRST
 AJ1211
 AJ1211.The horizontal coordinates were established by classical geodetic methods
 AJ1211.and adjusted by the National Geodetic Survey in February 1996..
 AJ1211
 AJ1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1211
 AJ1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1211
 AJ1211.The geoid height was determined by GEOID03.
 AJ1211
 AJ1211;                    North         East     Units Scale Factor Converg.
 AJ1211;SPC TX S     - 5,230,099.401   341,874.770   MT  0.99997834   +0 11 34.2
 AJ1211;SPC TX S     -17,159,084.45  1,121,634.14   sFT  0.99997834   +0 11 34.2
 AJ1211;UTM  14      - 3,069,058.092   591,138.740   MT  0.99970252   +0 25 49.8
 AJ1211
 AJ1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1211!SPC TX S     -   0.99999427  x   0.99997834  =   0.99997261
 AJ1211!UTM  14      -   0.99999427  x   0.99970252  =   0.99969679
 AJ1211
 AJ1211:                Primary Azimuth Mark                     Grid Az
 AJ1211:SPC TX S     -  ALICE NEW MUNICIPAL TANK                 007 48 52.9
 AJ1211:UTM  14      -  ALICE NEW MUNICIPAL TANK                 007 34 37.3
 AJ1211
 AJ1211|---------------------------------------------------------------------|
 AJ1211| PID    Reference Object                     Distance      Geod. Az  |
 AJ1211|                                                           dddmmss.s |
 AJ1211| AJ1185 ALICE NEW MUNICIPAL TANK            APPROX. 2.3 KM 0080027.1 |
 AJ1211| AJ1174 ALICE CATHOLIC CHURCH SPIRE         APPROX. 0.9 KM 0082135.6 |
 AJ1211| AJ1184 ALICE SCHOOLHOUSE SPIRE             APPROX. 0.9 KM 0150321.9 |
 AJ1211| AJ1173 ALICE JIM WELLS CO CTHSE FLAG       APPROX. 1.2 KM 0230840.0 |
 AJ1211| AJ1205 ALICE OLD MUNICIPAL TANK            APPROX. 0.9 KM 0294151.9 |
 AJ1211| CV2435 ALICE RM 1                           45.896 METERS 04249     |
 AJ1211| AH1603 WOODS RANCH HOUSE CUPOLA            APPROX.11.8 KM 0772429.3 |
 AJ1211| AJ1198 ALICE ST JOSEPHS CATH CH CROSS      109.916 METERS 10649     |
 AJ1211| CV2436 ALICE RM 2                           23.826 METERS 13602     |
 AJ1211| CV2432 ALICE AZ MK                                        2670221.6 |
 AJ1211| CV2433 ALICE AZ MK 2                                      2682117.8 |
 AJ1211| AJ1200 ALICE WALTERS AND CO GIN STACK      APPROX. 0.9 KM 2991017.5 |
 AJ1211| AJ1207 ALICE COTTON SEED OIL CO TANK       APPROX. 0.9 KM 3181906.7 |
 AJ1211| AJ1180 ALICE HUMBLE OIL CO TANK            APPROX. 2.3 KM 3271933.9 |
 AJ1211| CV2434 ALICE RM                             52.800 METERS 34519     |
 AJ1211| AJ1179 PARKMANS GIN STACK                  APPROX. 1.2 KM 3484944.3 |
 AJ1211|---------------------------------------------------------------------|
 AJ1211
 AJ1211                          SUPERSEDED SURVEY CONTROL
 AJ1211
 AJ1211  NAD 83(1986)-  27 44 34.22269(N)    098 04 30.95847(W) AD(       ) 1
 AJ1211  NAD 27      -  27 44 33.12400(N)    098 04 29.95100(W) AD(       ) 1
 AJ1211  NGVD 29 (07/19/86)   62.9    (m)          206.     (f) VERT ANG       
 AJ1211
 AJ1211.Superseded values are not recommended for survey control.
 AJ1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1211.See file dsdata.txt to determine how the superseded data were derived.
 AJ1211
 AJ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9113969058(NAD 83)
 AJ1211_MARKER: N = NAIL
 AJ1211_SETTING: 0 = UNSPECIFIED SETTING
 AJ1211
 AJ1211  HISTORY     - Date     Condition        Report By
 AJ1211  HISTORY     - 1904     MONUMENTED       CGS
 AJ1211  HISTORY     - 1920     GOOD             USGS
 AJ1211  HISTORY     - 1934     GOOD             TXGS
 AJ1211  HISTORY     - 1935     SEE DESCRIPTION  CGS
 AJ1211  HISTORY     - 1943     MARK NOT FOUND   USE
 AJ1211  HISTORY     - 1951     MARK NOT FOUND   CGS
 AJ1211  HISTORY     - 1953     GOOD             CGS
 AJ1211
 AJ1211                          STATION DESCRIPTION
 AJ1211
 AJ1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AJ1211'STATION IS IN SOUTH HEIGHTS ADDITION TO TOWN OF ALICE, 1/3 MILE
 AJ1211'S OF TEXAS-MEXICAN RAILWAY TRACK ABOUT 1/8 MILE E OF SAN
 AJ1211'ANTONIO AND ARANSAS PASS RAILWAY TRACK ON VACANT LOT, IN 1904
 AJ1211'BELONGING TO THE ALICE LAND COMPANY, OF WHICH F.B. NAYER
 AJ1211'WAS MANAGER.  STATION STANDS CLOSE TO EDGE OF CACTUS AVENUE,
 AJ1211'WHICH RUNS E AND W, BUT HAS NOT BEEN FENCED, AND BETWEEN KING
 AJ1211'STREET ON W AND WRIGHT STREET ON E.
 AJ1211'
 AJ1211'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL IN
 AJ1211'IRON PIPE SET IN CONCRETE.
 AJ1211'
 AJ1211'REFERENCE MARK IS AT SW CORNER OF HOUSE LOT OF MRS. E. MC KENZIE,
 AJ1211'0.23 METER (0.8 FOOT) S OF S FENCE OF LOT, 0.70 METER
 AJ1211'(2.3 FEET) E FROM ITS SW CORNER, AT SAME ELEVATION AS STATION,
 AJ1211'AND 53.820 METERS (176.57 FEET) FROM IT N 14 DEG 42 MIN W.
 AJ1211'FOLLOWING DISTANCES AND AZIMUTHS ARE FROM STATION--
 AJ1211'CHIMNEY ON F.W. ELLIS HOUSE, ON OPPOSITE SIDE OF KING STREET,
 AJ1211'56 DEG 24 MIN.  NE FENCE CORNER OF F.W. ELLIS HOUSE LOT,
 AJ1211'36.93 METERS (121.2 FEET), 59 DEG 59 MIN.  SE CORNER POST OF
 AJ1211'VACANT LOT ACROSS FROM MRS. MC KENZIES HOUSE, 61.88 METERS
 AJ1211'(203.0 FEET) 147 DEG 59 MIN.  S GABLE OF MRS. E. MC KENZIES
 AJ1211'HOUSE, 176 DEG 10 MIN 50 SEC.  METHODIST CHURCH SPIRE, 192
 AJ1211'DEG 01 MIN 38 SEC.  ALICE SCHOOLHOUSE SPIRE, 195 DEG 03
 AJ1211'MIN 23 SEC.  ALICE, WALTERS AND COMPANYS GIN STACK, 5.5
 AJ1211'MILES, 119 DEG 10 MIN 17 SEC.  PARKMANS GIN STACK, 0.7
 AJ1211'MILE, 168 DEG 49 MIN 44 SEC.  IN 1905 LATITUDE
 AJ1211'OBSERVATIONS WERE MADE FROM A WOODEN PIER SITUATED 9.03
 AJ1211'METERS (29.6 FEET) DUE E OF TRIANGULATION STATION.
 AJ1211'LONGITUDE STATION ESTABLISHED IN 1906 WAS 0.814 METER
 AJ1211'(2.67 FEET) DUE N OF TRIANGULATION STATION, AND WAS
 AJ1211'MARKED BY CONCRETE PIER 16 BY 26 INCHES, 2-1/2 FEET IN
 AJ1211'GROUND AND 2-2/3 FEET ABOVE GROUND.  ELEVATION OF STATION,
 AJ1211'62.9 METERS (206 FEET).
 AJ1211
 AJ1211                          STATION RECOVERY (1920)
 AJ1211
 AJ1211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1920
 AJ1211'STATION MARK - STANDARD NGS DISK STAMPED ---ALICE 1904 1953--- SET IN
 AJ1211'CONCRETE MONUMENT THAT IS 2 IN. BELOW LEVEL OF GROUND.
 AJ1211'
 AJ1211'REFERENCE MARKS - NONE.
 AJ1211
 AJ1211                          STATION RECOVERY (1934)
 AJ1211
 AJ1211'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AJ1211'CONCRETE PIER OF LONGITUDE STATION DESTROYED.  98TH MERIDIAN
 AJ1211'TRIANGULATION STATION AND REFERENCE POINT IN GOOD CONDITION.
 AJ1211'METHODIST CHURCH NO LONGER STANDS.  PROPERTY ON WHICH STATION
 AJ1211'SETS HAS CHANGED OWNERSHIP.  FENCE NO LONGER STANDS.  HOUSES
 AJ1211'CHANGED OWNERSHIP.
 AJ1211
 AJ1211                          STATION RECOVERY (1935)
 AJ1211
 AJ1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1211'STATION WAS RECOVERED AND STATION MARK AND REFERENCE MARKS
 AJ1211'WERE FOUND IN GOOD CONDITION.  STATION MARK WAS A NAIL SET IN
 AJ1211'CONCRETE FILLED IRON PIPE, SURROUNDED BY A BLOCK OF CONCRETE
 AJ1211'ABOUT 18 INCHES SQUARE AND PROJECTING ABOUT 1 INCH ABOVE
 AJ1211'GROUND.  U.S.C. AND G.S. 1904-1906 IS SCRATCHED IN THE CONCRETE
 AJ1211'BLOCK.  NAIL WAS REMOVED AND A STANDARD DISK WAS SET AND
 AJ1211'STAMPED ALICE 1904-1935.  MARK IS SET ON A LOT OWNED BY JESSE
 AJ1211'OVERTON OF ALICE, WHICH IS NE CORNER OF INTERSECTION OF KING
 AJ1211'STREET AND CACTUS AVENUE (AVENUE NOT GENERALLY KNOWN BY
 AJ1211'NAME LOCALLY).  MARK IS 33 FEET N OF CENTER LINE OF CACTUS
 AJ1211'AVENUE, 83 FEET E OF CENTER LINE OF KING STREET.  OLD
 AJ1211'REFERENCE MARK 1904 WAS LEFT AS FOUND, A MASS OF CONCRETE WITH
 AJ1211'A NAIL IN CENTER WITH U.S.C. AND G.S. SCRATCHED IN THE
 AJ1211'CONCRETE.  MEASUREMENT OF 52.800 METERS WAS CHECKED AND
 AJ1211'FOUND CORRECT.  REFERENCE MARK 1904 IS SET 36 FEET E OF
 AJ1211'CENTER LINE OF KING STREET.
 AJ1211'
 AJ1211'THREE NEW MARKS WERE ESTABLISHED, STANDARD BRONZE DISKS SET
 AJ1211'IN CONCRETE.  REFERENCE MARK NO. 1 1935 IS SET IN N-S FENCE
 AJ1211'LINE, 110 FEET N OF A SW FENCE CORNER ON CACTUS AVENUE.
 AJ1211'
 AJ1211'REFERENCE MARK NO. 2 1935 IS SET IN E-W FENCE LINE ON S SIDE
 AJ1211'OF CACTUS AVENUE, 25 FEET S OF CENTER LINE OF AVENUE 100
 AJ1211'FEET E OF A NW FENCE CORNER AT INTERSECTION OF KING STREET
 AJ1211'AND CACTUS AVENUE.
 AJ1211'
 AJ1211'AZIMUTH MARK 1935 IS REACHED FROM STATION BY GOING N ON KING
 AJ1211'STREET 1 BLOCK, THENCE W 0.4 MILE TO END OF STREET, THEN S
 AJ1211'0.1 MILE THEN W 0.3 MILE TO A S TURN.  MARK IS SET STRAIGHT
 AJ1211'AHEAD IN E FENCE OF A HOUSE YARD, SET 15 FEET N OF ENTRANCE
 AJ1211'GATE TO YARD.
 AJ1211'
 AJ1211'STATION IS REACHED FROM INTERSECTION OF TEXAS MEXICAN RAILROAD
 AJ1211'AND U.S. HIGHWAY 96 (KING STREET IN ALICE) WHICH IS ABOUT 100
 AJ1211'YARDS E OF RAILROAD STATION.  GO S ON KING STREET 5 BLOCKS TO
 AJ1211'CACTUS AVENUE AND STATION SITE.
 AJ1211
 AJ1211                          STATION RECOVERY (1943)
 AJ1211
 AJ1211'RECOVERY NOTE BY US ENGINEERS 1943
 AJ1211'UNABLE TO LOCATE THE ALICE STATION OR REFERENCE MARKS 1
 AJ1211'OR 2, I FOUND BROKEN PARTS OF CONCRETE WHICH APPEARED TO
 AJ1211'BE PARTS OF THE POST IN WHICH THE DISK WAS SET.
 AJ1211'
 AJ1211'THE AZIMUTH MARK WAS FOUND AND WAS IN GOOD CONDITION.
 AJ1211
 AJ1211                          STATION RECOVERY (1951)
 AJ1211
 AJ1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 AJ1211'THE STATION, R.M. 1 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT
 AJ1211'NOT RECOVERED.  THE STATION IS BELIEVED TO HAVE BEEN DESTROYED
 AJ1211'BY THE CONSTRUCTION OF A NEW HOUSE.
 AJ1211'
 AJ1211'ALICE R.M. 2 IS 0.45 MILE SOUTH ALONG KING STREET FROM THE
 AJ1211'TEXAS MEXICAN RAILROAD STATION AT ALICE, AT THE JUNCTION OF KING
 AJ1211'STREET AND CACTUS AVENUE, 133 FEET EAST OF THE CENTER LINE
 AJ1211'OF KING STREET, 28 FEET SOUTH OF THE CENTER LINE OF CACTUS
 AJ1211'AVENUE, 22.7 FEET WEST OF THE NORTHWEST CORNER OF A SMALL
 AJ1211'WHITE HOUSE, 19.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AJ1211'A GARAGE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AJ1211'POST WHICH IS FLUSH WITH THE GROUND, STAMPED ALICE NO 2 1935.
 AJ1211'
 AJ1211'THE 1 MARK RECOVERED WAS IN GOOD CONDITION.
 AJ1211
 AJ1211                          STATION RECOVERY (1953)
 AJ1211
 AJ1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1211'THE STATION MARK, THE 1935 REFERENCE MARKS WERE FOUND IN GOOD
 AJ1211'CONDITION AND AS PREVIOUSLY DESCRIBED.  THE 1904 REFERENCE
 AJ1211'MARK WAS FOUND BUT HAS BEEN MOLESTED AND IS NOT SUITABLE FOR
 AJ1211'FUTURE USE.  THE AZIMUTH MARK WAS NOT RECOVERED AND A NEW
 AJ1211'ONE WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 AJ1211'
 AJ1211'THE STATION IS LOCATED IN THE SOUTHERN PART OF THE CITY OF ALICE
 AJ1211'NEAR THE INTERSECTION OF KING STREET AND CACTUS AVENUE.
 AJ1211'
 AJ1211'THE STATION MARK IS STAMPED ALICE 1904 1935.  IT IS A STANDARD
 AJ1211'DISK SET IN A CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 AJ1211'LEVEL OF THE GROUND.  IT IS 83 FEET EAST OF THE CENTER
 AJ1211'LINE OF KING STREET, 33 FEET NORTH OF THE CENTER LINE OF CACTUS
 AJ1211'AVENUE, 12 FEET SOUTH OF THE SOUTHEAST CORNER OF A WHITE HOUSE
 AJ1211'AND 3 FEET SOUTH OF A WIRE FENCE.
 AJ1211'
 AJ1211'REFERENCE MARK 1 IS STAMPED NO 1 ALICE 1935.  IT IS A
 AJ1211'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 8
 AJ1211'INCHES.  IT IS 28 FEET EAST OF THE NORTHEAST CORNER OF A
 AJ1211'SMALL HOUSE AND 22 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 AJ1211'A SMALL SHACK.
 AJ1211'
 AJ1211'REFERENCE MARK 2 IS STAMPED NO 2 ALICE 1935.  IT IS A STANDARD
 AJ1211'DISK SET IN A CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 AJ1211'GROUND LEVEL.  IT IS 27 FEET SOUTH OF THE CENTER LINE OF CACTUS
 AJ1211'AVENUE AND 21 FEET WEST OF THE NORTHWEST CORNER OF A SMALL
 AJ1211'HOUSE.
 AJ1211'
 AJ1211'THE AZIMUTH MARK IS STAMPED ALICE 1904 35 RESET 1953.  IT IS
 AJ1211'A STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS
 AJ1211'4 INCHES.  IT IS 45 FEET WEST OF THE CENTER LINE OF MONTERREY
 AJ1211'STREET, 40 FEET EAST OF HOUSE NUMBER 805 AND 15 FEET SOUTH OF
 AJ1211'A POWER LINE POLE.  TO REACH THE MARK FROM THE STATION, GO
 AJ1211'WEST 0.1 MILE TO THE END OF CACTUS AVENUE, TURN RIGHT 0.05
 AJ1211'MILE, TURN LEFT 0.05 MILE THEN LEFT 0.05 MILE TO THE MARK ON
 AJ1211'THE RIGHT.
 AJ1211'
 AJ1211'ALICE CATHOLIC CHURCH SPIRE--THIS INTERSECTION STATION WAS USED
 AJ1211'AS THE INITIAL AS IT WAS NOT POSSIBLE TO BUILD A TOWER OVER THE
 AJ1211'STATION MARK THAT WOULD SEE ANOTHER TRIANGULATION STATION.
 AJ1211'
 AJ1211'AS THE ABOVE DISTANCES AND DIRECTIONS DO NOT CHECK WITH THE
 AJ1211'ORIGINALS IT IS THOUGHT THAT ANY OR ALL MARKS MAY HAVE BEEN
 AJ1211'DISTURBED.  AT PRESENT ALL MARKS ARE SOLID AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1182 ***********************************************************************
 AJ1182  DESIGNATION -  ALICE ANDREWS TWR CO RAD MAST
 AJ1182  PID         -  AJ1182
 AJ1182  STATE/COUNTY-  TX/JIM WELLS
 AJ1182  USGS QUAD   -  ALICE NORTH (1963)
 AJ1182
 AJ1182                         *CURRENT SURVEY CONTROL
 AJ1182  ___________________________________________________________________
 AJ1182* NAD 83(1993)-  27 50 18.64543(N)    098 05 07.78036(W)     ADJUSTED  
 AJ1182* NAVD 88     -                                                        
 AJ1182  ___________________________________________________________________
 AJ1182  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AJ1182  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AJ1182
 AJ1182  HORZ ORDER  -  THIRD
 AJ1182
 AJ1182.The horizontal coordinates were established by classical geodetic methods
 AJ1182.and adjusted by the National Geodetic Survey in February 1996..
 AJ1182
 AJ1182
 AJ1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1182
 AJ1182.The geoid height was determined by GEOID03.
 AJ1182
 AJ1182;                    North         East     Units Scale Factor Converg.
 AJ1182;SPC TX S     - 5,240,698.211   340,832.131   MT  1.00000132   +0 11 17.5
 AJ1182;SPC TX S     -17,193,857.38  1,118,213.42   sFT  1.00000132   +0 11 17.5
 AJ1182;UTM  14      - 3,079,649.419   590,052.345   MT  0.99970009   +0 25 37.5
 AJ1182
 AJ1182                          SUPERSEDED SURVEY CONTROL
 AJ1182
 AJ1182  NAD 83(1986)-  27 50 18.65153(N)    098 05 07.75882(W) AD(       ) 4
 AJ1182  NAD 27      -  27 50 17.56700(N)    098 05 06.74500(W) AD(       ) 3
 AJ1182
 AJ1182.Superseded values are not recommended for survey control.
 AJ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1182.See file dsdata.txt to determine how the superseded data were derived.
 AJ1182
 AJ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9005279649(NAD 83)
 AJ1182_MARKER: 42 = RADIO/TV MAST
 AJ1182
 AJ1182  HISTORY     - Date     Condition        Report By
 AJ1182  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1182  HISTORY     - 1990     GOOD             USPSQD
 AJ1182
 AJ1182                          STATION DESCRIPTION
 AJ1182
 AJ1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1182'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS 6 MILES NORTH
 AJ1182'OF ALICE AND ALONG THE WEST SIDE OF U.S. HIGHWAY 281.
 AJ1182'
 AJ1182'THE MAST IS A GUYED METAL STRUCTURE, PAINTED RED AND WHITE,
 AJ1182'440 FEET HIGH.
 AJ1182
 AJ1182                          STATION RECOVERY (1990)
 AJ1182
 AJ1182'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1203 ***********************************************************************
 AJ1203  DESIGNATION -  ALICE ARGO OIL CORP RAD MAST
 AJ1203  PID         -  AJ1203
 AJ1203  STATE/COUNTY-  TX/JIM WELLS
 AJ1203  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1203
 AJ1203                         *CURRENT SURVEY CONTROL
 AJ1203  ___________________________________________________________________
 AJ1203* NAD 83(1993)-  27 43 01.26575(N)    098 04 44.46203(W)     ADJUSTED  
 AJ1203* NAVD 88     -                                                        
 AJ1203  ___________________________________________________________________
 AJ1203  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AJ1203  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AJ1203
 AJ1203  HORZ ORDER  -  THIRD
 AJ1203
 AJ1203.The horizontal coordinates were established by classical geodetic methods
 AJ1203.and adjusted by the National Geodetic Survey in February 1996..
 AJ1203
 AJ1203
 AJ1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1203
 AJ1203.The geoid height was determined by GEOID03.
 AJ1203
 AJ1203;                    North         East     Units Scale Factor Converg.
 AJ1203;SPC TX S     - 5,227,237.075   341,515.107   MT  0.99997262   +0 11 28.1
 AJ1203;SPC TX S     -17,149,693.64  1,120,454.15   sFT  0.99997262   +0 11 28.1
 AJ1203;UTM  14      - 3,066,195.082   590,791.038   MT  0.99970174   +0 25 42.2
 AJ1203
 AJ1203                          SUPERSEDED SURVEY CONTROL
 AJ1203
 AJ1203  NAD 83(1986)-  27 43 01.27265(N)    098 04 44.43993(W) AD(       ) 4
 AJ1203  NAD 27      -  27 43 00.17200(N)    098 04 43.43000(W) AD(       ) 3
 AJ1203
 AJ1203.Superseded values are not recommended for survey control.
 AJ1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1203.See file dsdata.txt to determine how the superseded data were derived.
 AJ1203
 AJ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9079166195(NAD 83)
 AJ1203_MARKER: 42 = RADIO/TV MAST
 AJ1203
 AJ1203  HISTORY     - Date     Condition        Report By
 AJ1203  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1203  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ1203
 AJ1203                          STATION DESCRIPTION
 AJ1203
 AJ1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1203'THE STATION IS THE TOP-CENTER OF THE 271 FOOT HIGH, RED AND WHITE
 AJ1203'RADIO MAST.  IT IS APPROXIMATELY 2-1/2 MILES SOUTH OF ALICE
 AJ1203'AND 100 YARDS WEST OF U.S. HIGHWAY 281.  THERE IS A RED LIGHT
 AJ1203'ATOP OF THE MAST.
 AJ1203
 AJ1203                          STATION RECOVERY (1990)
 AJ1203
 AJ1203'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1174 ***********************************************************************
 AJ1174  DESIGNATION -  ALICE CATHOLIC CHURCH SPIRE
 AJ1174  PID         -  AJ1174
 AJ1174  STATE/COUNTY-  TX/JIM WELLS
 AJ1174  USGS QUAD   -  ALICE NORTH (1963)
 AJ1174
 AJ1174                         *CURRENT SURVEY CONTROL
 AJ1174  ___________________________________________________________________
 AJ1174* NAD 83(1993)-  27 45 04.58590(N)    098 04 25.96414(W)     ADJUSTED  
 AJ1174* NAVD 88     -                                                        
 AJ1174  ___________________________________________________________________
 AJ1174  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AJ1174  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ1174
 AJ1174  HORZ ORDER  -  THIRD
 AJ1174
 AJ1174.The horizontal coordinates were established by classical geodetic methods
 AJ1174.and adjusted by the National Geodetic Survey in February 1996..
 AJ1174
 AJ1174
 AJ1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1174
 AJ1174.The geoid height was determined by GEOID03.
 AJ1174
 AJ1174;                    North         East     Units Scale Factor Converg.
 AJ1174;SPC TX S     - 5,231,034.704   342,009.001   MT  0.99998025   +0 11 36.5
 AJ1174;SPC TX S     -17,162,153.02  1,122,074.53   sFT  0.99998025   +0 11 36.5
 AJ1174;UTM  14      - 3,069,993.685   591,269.053   MT  0.99970282   +0 25 52.5
 AJ1174
 AJ1174                          SUPERSEDED SURVEY CONTROL
 AJ1174
 AJ1174  NAD 83(1986)-  27 45 04.59316(N)    098 04 25.94192(W) AD(       ) 4
 AJ1174  NAD 27      -  27 45 03.50000(N)    098 04 24.94000(W) AD(       ) 3
 AJ1174
 AJ1174.Superseded values are not recommended for survey control.
 AJ1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1174.See file dsdata.txt to determine how the superseded data were derived.
 AJ1174
 AJ1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9126969994(NAD 83)
 AJ1174_MARKER: 90 = CHURCH SPIRE
 AJ1174
 AJ1174  HISTORY     - Date     Condition        Report By
 AJ1174  HISTORY     - 1913     FIRST OBSERVED   CGS
 AJ1174
 AJ1174                          STATION DESCRIPTION
 AJ1174
 AJ1174'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1181 ***********************************************************************
 AJ1181  DESIGNATION -  ALICE COASTAL BEND TWR CO MAST
 AJ1181  PID         -  AJ1181
 AJ1181  STATE/COUNTY-  TX/JIM WELLS
 AJ1181  USGS QUAD   -  ALICE NORTH (1963)
 AJ1181
 AJ1181                         *CURRENT SURVEY CONTROL
 AJ1181  ___________________________________________________________________
 AJ1181* NAD 83(1993)-  27 45 23.83771(N)    098 07 20.11344(W)     ADJUSTED  
 AJ1181* NAVD 88     -                                                        
 AJ1181  ___________________________________________________________________
 AJ1181  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AJ1181  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AJ1181
 AJ1181  HORZ ORDER  -  THIRD
 AJ1181
 AJ1181.The horizontal coordinates were established by classical geodetic methods
 AJ1181.and adjusted by the National Geodetic Survey in February 1996..
 AJ1181
 AJ1181
 AJ1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1181
 AJ1181.The geoid height was determined by GEOID03.
 AJ1181
 AJ1181;                    North         East     Units Scale Factor Converg.
 AJ1181;SPC TX S     - 5,231,612.112   337,238.228   MT  0.99998148   +0 10 17.4
 AJ1181;SPC TX S     -17,164,047.40  1,106,422.42   sFT  0.99998148   +0 10 17.4
 AJ1181;UTM  14      - 3,070,551.150   586,497.280   MT  0.99969235   +0 24 31.7
 AJ1181
 AJ1181                          SUPERSEDED SURVEY CONTROL
 AJ1181
 AJ1181  NAD 83(1986)-  27 45 23.84413(N)    098 07 20.09126(W) AD(       ) 4
 AJ1181  NAD 27      -  27 45 22.75000(N)    098 07 19.07600(W) AD(       ) 3
 AJ1181
 AJ1181.Superseded values are not recommended for survey control.
 AJ1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1181.See file dsdata.txt to determine how the superseded data were derived.
 AJ1181
 AJ1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8649770551(NAD 83)
 AJ1181_MARKER: 42 = RADIO/TV MAST
 AJ1181
 AJ1181  HISTORY     - Date     Condition        Report By
 AJ1181  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1181
 AJ1181                          STATION DESCRIPTION
 AJ1181
 AJ1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1181'THE STATION IS THE LIGHT ATOP THE RADIO MAST WHICH IS 3 MILES
 AJ1181'WEST OF ALICE AND 1 MILE NORTH OF THE INTERSECTION OF STATE
 AJ1181'HIGHWAY 44 AND FARM ROAD 2507.
 AJ1181'
 AJ1181'THE MAST IS A GUYED METAL STRUCTURE, PAINTED RED AND WHITE,
 AJ1181'300 FEET HIGH.
 AJ1181'
 AJ1181'THIS MAST IS APPROXIMATELY 1 MILE SOUTH OF ANOTHER SIMILAR
 AJ1181'MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1207 ***********************************************************************
 AJ1207  DESIGNATION -  ALICE COTTON SEED OIL CO TANK
 AJ1207  PID         -  AJ1207
 AJ1207  STATE/COUNTY-  TX/JIM WELLS
 AJ1207  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1207
 AJ1207                         *CURRENT SURVEY CONTROL
 AJ1207  ___________________________________________________________________
 AJ1207* NAD 83(1993)-  27 44 56.09584(N)    098 04 52.87930(W)     ADJUSTED  
 AJ1207* NAVD 88     -                                                        
 AJ1207  ___________________________________________________________________
 AJ1207  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AJ1207  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AJ1207
 AJ1207  HORZ ORDER  -  THIRD
 AJ1207
 AJ1207.The horizontal coordinates were established by classical geodetic methods
 AJ1207.and adjusted by the National Geodetic Survey in February 1996..
 AJ1207
 AJ1207
 AJ1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1207
 AJ1207.The geoid height was determined by GEOID03.
 AJ1207
 AJ1207;                    North         East     Units Scale Factor Converg.
 AJ1207;SPC TX S     - 5,230,770.902   341,272.809   MT  0.99997972   +0 11 24.2
 AJ1207;SPC TX S     -17,161,287.53  1,119,659.21   sFT  0.99997972   +0 11 24.2
 AJ1207;UTM  14      - 3,069,726.905   590,534.166   MT  0.99970117   +0 25 39.9
 AJ1207
 AJ1207                          SUPERSEDED SURVEY CONTROL
 AJ1207
 AJ1207  NAD 83(1986)-  27 44 56.10302(N)    098 04 52.85710(W) AD(       ) 4
 AJ1207  NAD 27      -  27 44 54.99800(N)    098 04 51.85400(W) AD(       ) 3
 AJ1207
 AJ1207.Superseded values are not recommended for survey control.
 AJ1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1207.See file dsdata.txt to determine how the superseded data were derived.
 AJ1207
 AJ1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9053469727(NAD 83)
 AJ1207_MARKER: 51 = TANK
 AJ1207
 AJ1207  HISTORY     - Date     Condition        Report By
 AJ1207  HISTORY     - 1935     FIRST OBSERVED   CGS
 AJ1207  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ1207
 AJ1207                          STATION DESCRIPTION
 AJ1207
 AJ1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1207'POINT OBSERVED UPON IS CENTER OF WATER TANK OF ALICE COTTON
 AJ1207'SEED OIL COMPANY.  LOCATED N OF TEXAS MEXICAN RAILROAD TRACKS
 AJ1207'IN W PART OF TOWN.  WOODEN STRUCTURE, ABOUT 50 FEET HIGH.
 AJ1207'
 AJ1207'OBSERVED UPON FROM STATIONS SAN DIEGO, BOOK, SOTO, ALICE
 AJ1207'MAGNETIC STATION, ALICE 1904, AND ALICE W BASE 1899.
 AJ1207
 AJ1207                          STATION RECOVERY (1990)
 AJ1207
 AJ1207'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1594 ***********************************************************************
 AH1594  DESIGNATION -  ALICE EAST BASE
 AH1594  PID         -  AH1594
 AH1594  STATE/COUNTY-  TX/JIM WELLS
 AH1594  USGS QUAD   -  KINGSVILLE NW (1979)
 AH1594
 AH1594                         *CURRENT SURVEY CONTROL
 AH1594  ___________________________________________________________________
 AH1594* NAD 83(1993)-  27 38 41.41703(N)    097 58 52.00612(W)     ADJUSTED  
 AH1594* NAVD 88     -        42.2    (meters)     138.     (feet)  VERTCON   
 AH1594  ___________________________________________________________________
 AH1594  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AH1594  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AH1594
 AH1594  HORZ ORDER  -  FIRST
 AH1594
 AH1594.The horizontal coordinates were established by classical geodetic methods
 AH1594.and adjusted by the National Geodetic Survey in February 1996..
 AH1594
 AH1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1594
 AH1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1594
 AH1594.The geoid height was determined by GEOID03.
 AH1594
 AH1594;                    North         East     Units Scale Factor Converg.
 AH1594;SPC TX S     - 5,219,274.774   351,202.763   MT  0.99995770   +0 14 08.1
 AH1594;SPC TX S     -17,123,570.65  1,152,237.73   sFT  0.99995770   +0 14 08.1
 AH1594;UTM  14      - 3,058,274.961   600,509.132   MT  0.99972469   +0 28 22.1
 AH1594
 AH1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1594!SPC TX S     -   0.99999751  x   0.99995770  =   0.99995521
 AH1594!UTM  14      -   0.99999751  x   0.99972469  =   0.99972220
 AH1594
 AH1594|---------------------------------------------------------------------|
 AH1594| PID    Reference Object                     Distance      Geod. Az  |
 AH1594|                                                           dddmmss.s |
 AH1594| CV2437 ALICE EAST BASE RM                   20.765 METERS 17141     |
 AH1594| AJ1209 ALICE WEST BASE                     APPROX. 7.0 KM 2694209.4 |
 AH1594| AJ1184 ALICE SCHOOLHOUSE SPIRE             APPROX.14.8 KM 3222941.8 |
 AH1594|---------------------------------------------------------------------|
 AH1594
 AH1594                          SUPERSEDED SURVEY CONTROL
 AH1594
 AH1594  NAD 83(1986)-  27 38 41.42543(N)    097 58 51.98362(W) AD(       ) 1
 AH1594  NAD 27      -  27 38 40.31400(N)    097 58 50.98300(W) AD(       ) 1
 AH1594  NGVD 29 (07/19/86)   42.3    (m)          139.     (f) VERT ANG       
 AH1594
 AH1594.Superseded values are not recommended for survey control.
 AH1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1594.See file dsdata.txt to determine how the superseded data were derived.
 AH1594
 AH1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0050958275(NAD 83)
 AH1594_MARKER: DS = TRIANGULATION STATION DISK
 AH1594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH1594_SP_SET: LIMESTONE BLOCK IN CONCRETE MASS
 AH1594
 AH1594  HISTORY     - Date     Condition        Report By
 AH1594  HISTORY     - 1900     MONUMENTED       CGS
 AH1594  HISTORY     - 1937     GOOD             CGS
 AH1594
 AH1594                          STATION DESCRIPTION
 AH1594
 AH1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (ALB)
 AH1594'STATION IS ABOUT 10-1/2 MILES BY ROAD SE OF ALICE, 2 MILES
 AH1594'E OF THE ALICE AND BROWNSVILLE ROAD IN ONE OF THE KING PASTURES
 AH1594'ON A SLIGHT ELEVATION.  TO REACH THE STATION FROM ALICE
 AH1594'FOLLOW THE BROWNSVILLE ROAD FOR 8-1/4 MILES TO A POINT
 AH1594'ONE-FOURTH MILE BEYOND THE GATE LEADING W TO JOE GARCIAS AND
 AH1594'ABOUT ONE-HALF MILE NEARER THAN THE GATE BEYOND THE BRIDGE
 AH1594'AT THE END OF THE LANE.  GO THROUGH THE FENCE AND PROCEED
 AH1594'ALMOST DUE E TO THE E SIDE OF THE PASTURE OWNED BY THE GARCIA
 AH1594'BROTHERS, PASS THROUGH A GATE, AND THE STATION IS ONE-HALF
 AH1594'MILE DISTANT ON A SLIGHT ELEVATION.  SURFACE MARK IS OLD
 AH1594'TYPE STATION MARK SET IN A LIMESTONE BLOCK 24 INCHES SQUARE
 AH1594'AND 14 INCHES DEEP, WHICH IS EMBEDDED IN A MASS OF
 AH1594'CONCRETE 48 INCHES SQUARE AND 22 INCHES DEEP.  UNDERGROUND
 AH1594'MARK IS SIMILAR TO SURFACE MARK, THE STONE BEING 6 INCHES SQUARE
 AH1594'AND 12 INCHES LONG, EMBEDDED IN CONCRETE WITH THE TOP 24
 AH1594'INCHES BELOW THE TOP OF THE SURFACE STONE.  REFERENCE
 AH1594'MARK IS NAIL IN CENTER OF IRON PIPE 2 INCHES IN
 AH1594'DIAMETER AND 2 FEET LONG, SET FLANGE DOWN, FILLED WITH
 AH1594'CONCRETE AND SET IN A CONCRETE BLOCK 12 INCHES IN
 AH1594'DIAMETER.  IT IS AT THE SAME ELEVATION AS THE STATION
 AH1594'AND 20.765 METERS (68.13 FEET) FROM IT S 08 DEG 19 MIN E.
 AH1594'THE FOLLOWING BEARINGS AND DISTANCES ARE FROM
 AH1594'THE STATION--JOE GARCIAS WINDMILL, 4-1/2 MILES, N 88 DEG 49 MIN W.
 AH1594'ALICE METHODIST CHURCH SPIRE, N 62 DEG 29 MIN W.
 AH1594'CHIMNEY ON LARGE RANCH HOUSE, 1-1/2 MILE, N 76 DEG 54 MIN E.
 AH1594'ELEVATION OF STATION, 42.3 METERS (139 FEET).
 AH1594
 AH1594                          STATION RECOVERY (1937)
 AH1594
 AH1594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 AH1594'NOTE FROM H.L. HOAG, CHIEF OF FIELD PARTIES, UNION PRODUCING
 AH1594'CO. THE ROAD MENTIONED IN THE PREVIOUS DESCRIPTION HAS SINCE
 AH1594'BEEN ABANDONED AND RE-LOCATED IN AN ENTIRELY DIFFERENT SECTION
 AH1594'OF THE COUNTRY.  MR. WORTH WRIGHT, FOREMAN ON THE KING RANCH
 AH1594'SHOULD BE SEEN THAT PERMISSION BE OBTAINED TO GO INTO THIS
 AH1594'STATION.  HE IS FAMILIAR WITH THE LOCATION.  AN OIL PIPE
 AH1594'LINE 6 INCHES HAS RECENTLY BEEN CONSTRUCTED AND PASSES 11
 AH1594'FEET S OF THE STATION.  THE TRIANGULATION STATION IS LOCATED
 AH1594'IN THE SW CORNER OF THE N. GUSSETT SURVEY, ABSTRACT NO. 186,
 AH1594'JIM WELLS COUNTY, TEXAS.
 AH1594'
 AH1594'THE DISTANCE SHOWN IN THE DESCRIPTION OF THIS TRIANGULATION
 AH1594'STATION FROM THE STATION TO THE REFERENCE MARK IS 20.765 METERS
 AH1594'(68.13 FEET).  THIS IS ERRONEOUS.  THE DISTANCE SHOULD BE
 AH1594'21.022 METERS (68.97 FEET).  THE OTHER BEARINGS AND DISTANCES
 AH1594'CANNOT BE OBSERVED FROM THE LOCATION OF THIS STATION WITHOUT
 AH1594'ERECTING A TOWER BECAUSE OF THE FACT THAT THE SURROUNDING
 AH1594'COUNTRY IS OVERGROWN WITH MESQUITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1210 ***********************************************************************
 AJ1210  DESIGNATION -  ALICE ELEVATOR INC GRAIN ELEV
 AJ1210  PID         -  AJ1210
 AJ1210  STATE/COUNTY-  TX/JIM WELLS
 AJ1210  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1210
 AJ1210                         *CURRENT SURVEY CONTROL
 AJ1210  ___________________________________________________________________
 AJ1210* NAD 83(1993)-  27 42 53.58664(N)    098 04 35.34148(W)     ADJUSTED  
 AJ1210* NAVD 88     -                                                        
 AJ1210  ___________________________________________________________________
 AJ1210  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AJ1210  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AJ1210
 AJ1210  HORZ ORDER  -  THIRD
 AJ1210
 AJ1210.The horizontal coordinates were established by classical geodetic methods
 AJ1210.and adjusted by the National Geodetic Survey in February 1996..
 AJ1210
 AJ1210
 AJ1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1210
 AJ1210.The geoid height was determined by GEOID03.
 AJ1210
 AJ1210;                    North         East     Units Scale Factor Converg.
 AJ1210;SPC TX S     - 5,227,001.541   341,765.739   MT  0.99997216   +0 11 32.2
 AJ1210;SPC TX S     -17,148,920.89  1,121,276.43   sFT  0.99997216   +0 11 32.2
 AJ1210;UTM  14      - 3,065,960.651   591,042.575   MT  0.99970231   +0 25 46.3
 AJ1210
 AJ1210                          SUPERSEDED SURVEY CONTROL
 AJ1210
 AJ1210  NAD 83(1986)-  27 42 53.59352(N)    098 04 35.31944(W) AD(       ) 4
 AJ1210  NAD 27      -  27 42 52.49200(N)    098 04 34.31000(W) AD(       ) 3
 AJ1210
 AJ1210.Superseded values are not recommended for survey control.
 AJ1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1210.See file dsdata.txt to determine how the superseded data were derived.
 AJ1210
 AJ1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9104365961(NAD 83)
 AJ1210
 AJ1210  HISTORY     - Date     Condition        Report By
 AJ1210  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1210  HISTORY     - 1990     GOOD             USPSQD
 AJ1210
 AJ1210                          STATION DESCRIPTION
 AJ1210
 AJ1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1210'THE STATION IS THE RED LIGHT ATOP THE HEAD-HOUSE WHICH IS ON
 AJ1210'TOP OF THE NORTH END OF THE ELEVATOR.  THE ELEVATOR IS APPROXIMATELY
 AJ1210'2-1/2 MILES SOUTH OF ALICE, ALONG THE EAST SIDE OF U.S. HIGHWAY
 AJ1210'281.
 AJ1210'
 AJ1210'THE ELEVATOR CONSISTS OF A NUMBER OF JOINTED CONCRETE CYLINDERS
 AJ1210'WHICH ARE 110 FEET HIGH.  THE OVERALL HEIGHT OF THE STRUCTURE
 AJ1210'AND HEAD-HOUSE IS 135 FEET HIGH.
 AJ1210
 AJ1210                          STATION RECOVERY (1990)
 AJ1210
 AJ1210'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1180 ***********************************************************************
 AJ1180  DESIGNATION -  ALICE HUMBLE OIL CO TANK
 AJ1180  PID         -  AJ1180
 AJ1180  STATE/COUNTY-  TX/JIM WELLS
 AJ1180  USGS QUAD   -  ALICE NORTH (1963)
 AJ1180
 AJ1180                         *CURRENT SURVEY CONTROL
 AJ1180  ___________________________________________________________________
 AJ1180* NAD 83(1993)-  27 45 35.81539(N)    098 05 15.39294(W)     ADJUSTED  
 AJ1180* NAVD 88     -                                                        
 AJ1180  ___________________________________________________________________
 AJ1180  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AJ1180  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AJ1180
 AJ1180  HORZ ORDER  -  THIRD
 AJ1180
 AJ1180.The horizontal coordinates were established by classical geodetic methods
 AJ1180.and adjusted by the National Geodetic Survey in February 1996..
 AJ1180
 AJ1180
 AJ1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1180
 AJ1180.The geoid height was determined by GEOID03.
 AJ1180
 AJ1180;                    North         East     Units Scale Factor Converg.
 AJ1180;SPC TX S     - 5,231,991.493   340,652.275   MT  0.99998224   +0 11 14.0
 AJ1180;SPC TX S     -17,165,292.09  1,117,623.34   sFT  0.99998224   +0 11 14.0
 AJ1180;UTM  14      - 3,070,944.569   589,908.749   MT  0.99969978   +0 25 30.0
 AJ1180
 AJ1180                          SUPERSEDED SURVEY CONTROL
 AJ1180
 AJ1180  NAD 83(1986)-  27 45 35.82243(N)    098 05 15.37063(W) AD(       ) 4
 AJ1180  NAD 27      -  27 45 34.72700(N)    098 05 14.36200(W) AD(       ) 3
 AJ1180
 AJ1180.Superseded values are not recommended for survey control.
 AJ1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1180.See file dsdata.txt to determine how the superseded data were derived.
 AJ1180
 AJ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8990970945(NAD 83)
 AJ1180_MARKER: 53 = ELEVATED TANK
 AJ1180
 AJ1180  HISTORY     - Date     Condition        Report By
 AJ1180  HISTORY     - 1953     FIRST OBSERVED   CGS
 AJ1180
 AJ1180                          STATION DESCRIPTION
 AJ1180
 AJ1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1180'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF ALICE AT THE
 AJ1180'HUMBLE OIL COMPANY PIPE LINE DISTRICT OFFICE.  IT IS A METAL
 AJ1180'TANK MOUNTED ATOP A FOUR LEGGED TOWER.
 AJ1180'
 AJ1180'THE TOP OF THE STRUCTURE IS APPROXIMATELY 110 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1173 ***********************************************************************
 AJ1173  DESIGNATION -  ALICE JIM WELLS CO CTHSE FLAG
 AJ1173  PID         -  AJ1173
 AJ1173  STATE/COUNTY-  TX/JIM WELLS
 AJ1173  USGS QUAD   -  ALICE NORTH (1963)
 AJ1173
 AJ1173                         *CURRENT SURVEY CONTROL
 AJ1173  ___________________________________________________________________
 AJ1173* NAD 83(1993)-  27 45 09.52172(N)    098 04 14.01662(W)     ADJUSTED  
 AJ1173* NAVD 88     -                                                        
 AJ1173  ___________________________________________________________________
 AJ1173  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AJ1173  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ1173
 AJ1173  HORZ ORDER  -  THIRD
 AJ1173
 AJ1173.The horizontal coordinates were established by classical geodetic methods
 AJ1173.and adjusted by the National Geodetic Survey in February 1996..
 AJ1173
 AJ1173
 AJ1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1173
 AJ1173.The geoid height was determined by GEOID03.
 AJ1173
 AJ1173;                    North         East     Units Scale Factor Converg.
 AJ1173;SPC TX S     - 5,231,187.744   342,335.661   MT  0.99998057   +0 11 41.9
 AJ1173;SPC TX S     -17,162,655.12  1,123,146.25   sFT  0.99998057   +0 11 41.9
 AJ1173;UTM  14      - 3,070,148.037   591,594.984   MT  0.99970355   +0 25 58.2
 AJ1173
 AJ1173                          SUPERSEDED SURVEY CONTROL
 AJ1173
 AJ1173  NAD 83(1986)-  27 45 09.52879(N)    098 04 13.99449(W) AD(       ) 4
 AJ1173  NAD 27      -  27 45 08.42800(N)    098 04 12.98900(W) AD(       ) 3
 AJ1173
 AJ1173.Superseded values are not recommended for survey control.
 AJ1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1173.See file dsdata.txt to determine how the superseded data were derived.
 AJ1173
 AJ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9159570148(NAD 83)
 AJ1173_MARKER: 87 = DOME
 AJ1173
 AJ1173  HISTORY     - Date     Condition        Report By
 AJ1173  HISTORY     - 1935     FIRST OBSERVED   CGS
 AJ1173  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ1173
 AJ1173                          STATION DESCRIPTION
 AJ1173
 AJ1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1173'POINT OBSERVED UPON IS BASE OF FLAGPOLE ON TOP OF CENTER OF
 AJ1173'DOME, COURT HOUSE OF JIM WELLS COUNTY.  LOCATED IN NE PART
 AJ1173'OF TOWN, YELLOW BRICK BUILDING, ERECTED IN 1912.  OBSERVED
 AJ1173'UPON FROM STATIONS BOOK, SOTO, ALICE MAGNETIC STATION, ALICE
 AJ1173'1904, AND ALICE W BASE 1899.
 AJ1173
 AJ1173                          STATION RECOVERY (1990)
 AJ1173
 AJ1173'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1195 ***********************************************************************
 AJ1195  DESIGNATION -  ALICE MAGNETIC STATION 1935
 AJ1195  PID         -  AJ1195
 AJ1195  STATE/COUNTY-  TX/JIM WELLS
 AJ1195  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1195
 AJ1195                         *CURRENT SURVEY CONTROL
 AJ1195  ___________________________________________________________________
 AJ1195* NAD 83(1993)-  27 44 15.27071(N)    098 04 43.89934(W)     ADJUSTED  
 AJ1195* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 AJ1195  ___________________________________________________________________
 AJ1195  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AJ1195  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AJ1195
 AJ1195  HORZ ORDER  -  FIRST
 AJ1195
 AJ1195.The horizontal coordinates were established by classical geodetic methods
 AJ1195.and adjusted by the National Geodetic Survey in February 1996..
 AJ1195
 AJ1195.The orthometric height was scaled from a topographic map.
 AJ1195
 AJ1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1195
 AJ1195.The geoid height was determined by GEOID03.
 AJ1195
 AJ1195;                    North         East     Units Scale Factor Converg.
 AJ1195;SPC TX S     - 5,229,515.074   341,522.919   MT  0.99997716   +0 11 28.3
 AJ1195;SPC TX S     -17,157,167.37  1,120,479.78   sFT  0.99997716   +0 11 28.3
 AJ1195;UTM  14      - 3,068,472.472   590,789.412   MT  0.99970174   +0 25 43.5
 AJ1195
 AJ1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1195!SPC TX S     -   0.99999425  x   0.99997716  =   0.99997141
 AJ1195!UTM  14      -   0.99999425  x   0.99970174  =   0.99969600
 AJ1195
 AJ1195:                Primary Azimuth Mark                     Grid Az
 AJ1195:SPC TX S     -  ALICE WEST BASE                          165 16 21.9
 AJ1195:UTM  14      -  ALICE WEST BASE                          165 02 06.7
 AJ1195
 AJ1195|---------------------------------------------------------------------|
 AJ1195| PID    Reference Object                     Distance      Geod. Az  |
 AJ1195|                                                           dddmmss.s |
 AJ1195| AJ1209 ALICE WEST BASE                     APPROX.10.7 KM 1652750.2 |
 AJ1195|---------------------------------------------------------------------|
 AJ1195
 AJ1195                          SUPERSEDED SURVEY CONTROL
 AJ1195
 AJ1195  NAD 83(1986)-  27 44 15.27780(N)    098 04 43.87713(W) AD(       ) 1
 AJ1195  NAD 27      -  27 44 14.18000(N)    098 04 42.86900(W) AD(       ) 1
 AJ1195
 AJ1195.Superseded values are not recommended for survey control.
 AJ1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1195.See file dsdata.txt to determine how the superseded data were derived.
 AJ1195
 AJ1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9078968472(NAD 83)
 AJ1195_MARKER: DD = SURVEY DISK
 AJ1195_SETTING: 0 = UNSPECIFIED SETTING
 AJ1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1195
 AJ1195  HISTORY     - Date     Condition        Report By
 AJ1195  HISTORY     - 1935     MONUMENTED       CGS
 AJ1195  HISTORY     - 1990     POOR             USPSQD
 AJ1195
 AJ1195                          STATION DESCRIPTION
 AJ1195
 AJ1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1195'STATION IS 30 DEG - 22.7 MIN W OF S, 1 MILE FROM THE CONCRETE
 AJ1195'WATER TANK OF THE TOWN OF ALICE.  IT IS IN THE CITY CEMETERY.
 AJ1195'MARK IS SET IN FIRST NS DRIVE AT ITS S (DEAD) END, 40.6 FEET
 AJ1195'FROM S FENCE OF CEMETERY, 11.7 FEET S OF CENTER LINE OF MOST
 AJ1195'SOUTHERLY EW DRIVE, 22.1 FEET NE OF MONUMENT TO ALICE HARRISON
 AJ1195'AND 36.5 FEET SE FROM NEAR EDGE OF BASE OF MONUMENT TO JOHN
 AJ1195'THIGPEN.
 AJ1195'
 AJ1195'STATION IS MARKED BY A STONE POST 6 INCHES BY 6 INCHES BY
 AJ1195'30 INCHES ALMOST FLUSH WITH GROUND WITH A BRONZE DISK, STAMPED
 AJ1195'1933 ON THE TOP.  MARK WAS FOUND IN GOOD CONDITION, SOLID,
 AJ1195'THOUGH DISK IS NOW AT A SLIGHT ANGLE AND MAY HAVE BEEN DISTURBED
 AJ1195'AT SOME TIME.
 AJ1195'
 AJ1195'STATION IS REACHED FROM TEXAS-MEXICAN RAILROAD STATION IN
 AJ1195'ALICE BY GOING W ON U.S. HIGHWAY 96 AND STATE HIGHWAY 12
 AJ1195'TO WHERE U.S. HIGHWAY 96 TURNS S, FOLLOW U.S. HIGHWAY 96
 AJ1195'S FOR 0.65 MILE TO CEMETERY ENTRANCE ON RIGHT, JUST BEFORE
 AJ1195'REACHING HUMBLE OIL COMPANY WAREHOUSE AND STORAGE TANKS ON
 AJ1195'RIGHT, W SIDE OF ROAD.
 AJ1195
 AJ1195                          STATION RECOVERY (1990)
 AJ1195
 AJ1195'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1195'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1185 ***********************************************************************
 AJ1185  DESIGNATION -  ALICE NEW MUNICIPAL TANK
 AJ1185  PID         -  AJ1185
 AJ1185  STATE/COUNTY-  TX/JIM WELLS
 AJ1185  USGS QUAD   -  ALICE NORTH (1963)
 AJ1185
 AJ1185                         *CURRENT SURVEY CONTROL
 AJ1185  ___________________________________________________________________
 AJ1185* NAD 83(1993)-  27 45 47.83084(N)    098 04 19.33905(W)     ADJUSTED  
 AJ1185* NAVD 88     -                                                        
 AJ1185  ___________________________________________________________________
 AJ1185  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AJ1185  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AJ1185
 AJ1185  HORZ ORDER  -  THIRD
 AJ1185
 AJ1185.The horizontal coordinates were established by classical geodetic methods
 AJ1185.and adjusted by the National Geodetic Survey in February 1996..
 AJ1185
 AJ1185
 AJ1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1185
 AJ1185.The geoid height was determined by GEOID03.
 AJ1185
 AJ1185;                    North         East     Units Scale Factor Converg.
 AJ1185;SPC TX S     - 5,232,366.456   342,185.912   MT  0.99998302   +0 11 39.5
 AJ1185;SPC TX S     -17,166,522.28  1,122,654.95   sFT  0.99998302   +0 11 39.5
 AJ1185;UTM  14      - 3,071,325.788   591,440.385   MT  0.99970320   +0 25 56.3
 AJ1185
 AJ1185                          SUPERSEDED SURVEY CONTROL
 AJ1185
 AJ1185  NAD 83(1986)-  27 45 47.83756(N)    098 04 19.31702(W) AD(       ) 4
 AJ1185  NAD 27      -  27 45 46.73900(N)    098 04 18.31000(W) AD(       ) 3
 AJ1185
 AJ1185.Superseded values are not recommended for survey control.
 AJ1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1185.See file dsdata.txt to determine how the superseded data were derived.
 AJ1185
 AJ1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9144071326(NAD 83)
 AJ1185_MARKER: 53 = ELEVATED TANK
 AJ1185
 AJ1185  HISTORY     - Date     Condition        Report By
 AJ1185  HISTORY     - 1953     FIRST OBSERVED   CGS
 AJ1185  HISTORY     - 1990     GOOD             USPSQD
 AJ1185
 AJ1185                          STATION DESCRIPTION
 AJ1185
 AJ1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1185'THE STATION IS LOCATED AT THE NORTH EDGE OF ALICE AT THE
 AJ1185'JUNCTION OF CAMPBELL AND ADAMS STREETS.
 AJ1185'
 AJ1185'THE STATION IS A METAL TANK MOUNTED ATOP AN 8 LEGGED TOWER
 AJ1185'THAT IS APPROXIMATELY 120 FEET HIGH.
 AJ1185
 AJ1185                          STATION RECOVERY (1990)
 AJ1185
 AJ1185'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1205 ***********************************************************************
 AJ1205  DESIGNATION -  ALICE OLD MUNICIPAL TANK
 AJ1205  PID         -  AJ1205
 AJ1205  STATE/COUNTY-  TX/JIM WELLS
 AJ1205  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1205
 AJ1205                         *CURRENT SURVEY CONTROL
 AJ1205  ___________________________________________________________________
 AJ1205* NAD 83(1993)-  27 44 59.03877(N)    098 04 15.06701(W)     ADJUSTED  
 AJ1205* NAVD 88     -                                                        
 AJ1205  ___________________________________________________________________
 AJ1205  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AJ1205  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ1205
 AJ1205  HORZ ORDER  -  THIRD
 AJ1205
 AJ1205.The horizontal coordinates were established by classical geodetic methods
 AJ1205.and adjusted by the National Geodetic Survey in February 1996..
 AJ1205
 AJ1205
 AJ1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1205
 AJ1205.The geoid height was determined by GEOID03.
 AJ1205
 AJ1205;                    North         East     Units Scale Factor Converg.
 AJ1205;SPC TX S     - 5,230,864.968   342,307.994   MT  0.99997990   +0 11 41.4
 AJ1205;SPC TX S     -17,161,596.15  1,123,055.48   sFT  0.99997990   +0 11 41.4
 AJ1205;UTM  14      - 3,069,825.237   591,568.665   MT  0.99970349   +0 25 57.5
 AJ1205
 AJ1205                          SUPERSEDED SURVEY CONTROL
 AJ1205
 AJ1205  NAD 83(1986)-  27 44 59.04566(N)    098 04 15.04500(W) AD(       ) 4
 AJ1205  NAD 27      -  27 44 57.95200(N)    098 04 14.03300(W) AD(       ) 3
 AJ1205
 AJ1205.Superseded values are not recommended for survey control.
 AJ1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1205.See file dsdata.txt to determine how the superseded data were derived.
 AJ1205
 AJ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9156969825(NAD 83)
 AJ1205_MARKER: 53 = ELEVATED TANK
 AJ1205
 AJ1205  HISTORY     - Date     Condition        Report By
 AJ1205  HISTORY     - 1935     FIRST OBSERVED   CGS
 AJ1205  HISTORY     - 1953     GOOD             CGS
 AJ1205  HISTORY     - 1990     GOOD             USPSQD
 AJ1205
 AJ1205                          STATION DESCRIPTION
 AJ1205
 AJ1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1205'POINT OBSERVED UPON IS BASE OF LIGHT BRACKET, ON TOP AND CENTER OF
 AJ1205'TANK, MUNICIPAL WATER TANK, LOCATED ON SIDE OF TEXAS AND MEXICAN
 AJ1205'RAILROAD TRACKS ON E SIDE OF TOWN.  TANK IS CONCRETE AND ABOUT
 AJ1205'100 FEET HIGH.
 AJ1205'
 AJ1205'OBSERVED UPON FROM STATIONS TWELVE, SAN DIEGO, BOOK, SOTO, ALICE
 AJ1205'MAGNETIC STATION, ALICE 1904, AND ALICE W BASE 1899.
 AJ1205
 AJ1205                          STATION RECOVERY (1953)
 AJ1205
 AJ1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1205'THE STATION IS A CONCRETE TANK MOUNTED ATOP A FOUR LEGGED
 AJ1205'CONCRETE TOWER.  IT IS LOCATED IN THE CENTRAL PART OF ALICE,
 AJ1205'130 FEET SOUTH OF MAIN STREET AND 100 FEET EAST OF ALMOND
 AJ1205'STREET.
 AJ1205'
 AJ1205'THE TOP OF THE STRUCTURE IS APPROXIMATELY 130 FEET HIGH.
 AJ1205
 AJ1205                          STATION RECOVERY (1990)
 AJ1205
 AJ1205'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1176 ***********************************************************************
 AJ1176  DESIGNATION -  ALICE RAD STA KOPY SE MAST
 AJ1176  PID         -  AJ1176
 AJ1176  STATE/COUNTY-  TX/JIM WELLS
 AJ1176  USGS QUAD   -  ALICE NORTH (1963)
 AJ1176
 AJ1176                         *CURRENT SURVEY CONTROL
 AJ1176  ___________________________________________________________________
 AJ1176* NAD 83(1993)-  27 46 39.72326(N)    098 04 53.37361(W)     ADJUSTED  
 AJ1176* NAVD 88     -                                                        
 AJ1176  ___________________________________________________________________
 AJ1176  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AJ1176  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ1176
 AJ1176  HORZ ORDER  -  THIRD
 AJ1176
 AJ1176.The horizontal coordinates were established by classical geodetic methods
 AJ1176.and adjusted by the National Geodetic Survey in February 1996..
 AJ1176
 AJ1176
 AJ1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1176
 AJ1176.The geoid height was determined by GEOID03.
 AJ1176
 AJ1176;                    North         East     Units Scale Factor Converg.
 AJ1176;SPC TX S     - 5,233,960.658   341,248.694   MT  0.99998639   +0 11 24.0
 AJ1176;SPC TX S     -17,171,752.59  1,119,580.09   sFT  0.99998639   +0 11 24.0
 AJ1176;UTM  14      - 3,072,915.633   590,496.819   MT  0.99970108   +0 25 41.1
 AJ1176
 AJ1176                          SUPERSEDED SURVEY CONTROL
 AJ1176
 AJ1176  NAD 83(1986)-  27 46 39.72987(N)    098 04 53.35186(W) AD(       ) 4
 AJ1176  NAD 27      -  27 46 38.63800(N)    098 04 52.34000(W) AD(       ) 3
 AJ1176
 AJ1176.Superseded values are not recommended for survey control.
 AJ1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1176.See file dsdata.txt to determine how the superseded data were derived.
 AJ1176
 AJ1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9049772916(NAD 83)
 AJ1176_MARKER: 42 = RADIO/TV MAST
 AJ1176
 AJ1176  HISTORY     - Date     Condition        Report By
 AJ1176  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1176  HISTORY     - 1990     GOOD             USPSQD
 AJ1176
 AJ1176                          STATION DESCRIPTION
 AJ1176
 AJ1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1176'THE STATION IS THE LIGHT ATOP THE SOUTHEAST ONE OF TWO MASTS
 AJ1176'WHICH ARE 2 MILES NORTH OF ALICE AND ALONG THE EAST SIDE OF
 AJ1176'U.S. HIGHWAY 281.
 AJ1176'
 AJ1176'THE MAST IS A GUYED METAL STRUCTURE, PAINTED RED AND WHITE, 225
 AJ1176'FEET HIGH.
 AJ1176
 AJ1176                          STATION RECOVERY (1990)
 AJ1176
 AJ1176'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1178 ***********************************************************************
 AJ1178  DESIGNATION -  ALICE RAD STA KOPY NW MAST
 AJ1178  PID         -  AJ1178
 AJ1178  STATE/COUNTY-  TX/JIM WELLS
 AJ1178  USGS QUAD   -  ALICE NORTH (1963)
 AJ1178
 AJ1178                         *CURRENT SURVEY CONTROL
 AJ1178  ___________________________________________________________________
 AJ1178* NAD 83(1993)-  27 46 41.64029(N)    098 04 54.73486(W)     ADJUSTED  
 AJ1178* NAVD 88     -                                                        
 AJ1178  ___________________________________________________________________
 AJ1178  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AJ1178  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ1178
 AJ1178  HORZ ORDER  -  THIRD
 AJ1178
 AJ1178.The horizontal coordinates were established by classical geodetic methods
 AJ1178.and adjusted by the National Geodetic Survey in February 1996..
 AJ1178
 AJ1178
 AJ1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1178
 AJ1178.The geoid height was determined by GEOID03.
 AJ1178
 AJ1178;                    North         East     Units Scale Factor Converg.
 AJ1178;SPC TX S     - 5,234,019.543   341,211.230   MT  0.99998651   +0 11 23.4
 AJ1178;SPC TX S     -17,171,945.78  1,119,457.18   sFT  0.99998651   +0 11 23.4
 AJ1178;UTM  14      - 3,072,974.346   590,459.121   MT  0.99970100   +0 25 40.5
 AJ1178
 AJ1178                          SUPERSEDED SURVEY CONTROL
 AJ1178
 AJ1178  NAD 83(1986)-  27 46 41.64692(N)    098 04 54.71311(W) AD(       ) 4
 AJ1178  NAD 27      -  27 46 40.55500(N)    098 04 53.70100(W) AD(       ) 3
 AJ1178
 AJ1178.Superseded values are not recommended for survey control.
 AJ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1178.See file dsdata.txt to determine how the superseded data were derived.
 AJ1178
 AJ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9045972974(NAD 83)
 AJ1178_MARKER: 42 = RADIO/TV MAST
 AJ1178
 AJ1178  HISTORY     - Date     Condition        Report By
 AJ1178  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1178  HISTORY     - 1990     GOOD             USPSQD
 AJ1178
 AJ1178                          STATION DESCRIPTION
 AJ1178
 AJ1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1178'THE STATION IS THE LIGHT ATOP THE NORTHWEST ONE OF TWO MASTS
 AJ1178'WHICH ARE 2 MILES NORTH OF ALICE AND ALONG THE EAST SIDE OF
 AJ1178'U.S. HIGHWAY 281.
 AJ1178'
 AJ1178'THE MAST IS A GUYED METAL STRUCTURE, PAINTED RED AND WHITE,
 AJ1178'225 FEET HIGH.
 AJ1178
 AJ1178                          STATION RECOVERY (1990)
 AJ1178
 AJ1178'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1184 ***********************************************************************
 AJ1184  DESIGNATION -  ALICE SCHOOLHOUSE SPIRE
 AJ1184  PID         -  AJ1184
 AJ1184  STATE/COUNTY-  TX/JIM WELLS
 AJ1184  USGS QUAD   -  ALICE NORTH (1963)
 AJ1184
 AJ1184                         *CURRENT SURVEY CONTROL
 AJ1184  ___________________________________________________________________
 AJ1184* NAD 83(1993)-  27 45 03.86059(N)    098 04 22.01707(W)     ADJUSTED  
 AJ1184* NAVD 88     -                                                        
 AJ1184  ___________________________________________________________________
 AJ1184  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 AJ1184  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ1184
 AJ1184  HORZ ORDER  -  THIRD
 AJ1184
 AJ1184.The horizontal coordinates were established by classical geodetic methods
 AJ1184.and adjusted by the National Geodetic Survey in February 1996..
 AJ1184
 AJ1184
 AJ1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1184
 AJ1184.The geoid height was determined by GEOID03.
 AJ1184
 AJ1184;                    North         East     Units Scale Factor Converg.
 AJ1184;SPC TX S     - 5,231,012.744   342,117.165   MT  0.99998021   +0 11 38.3
 AJ1184;SPC TX S     -17,162,080.98  1,122,429.40   sFT  0.99998021   +0 11 38.3
 AJ1184;UTM  14      - 3,069,972.179   591,377.277   MT  0.99970306   +0 25 54.4
 AJ1184
 AJ1184                          SUPERSEDED SURVEY CONTROL
 AJ1184
 AJ1184  NAD 83(1986)-  27 45 03.86799(N)    098 04 21.99479(W) AD(       ) 4
 AJ1184  NAD 27      -  27 45 02.76000(N)    098 04 20.98900(W) AD(       ) 3
 AJ1184
 AJ1184.Superseded values are not recommended for survey control.
 AJ1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1184.See file dsdata.txt to determine how the superseded data were derived.
 AJ1184
 AJ1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9137769972(NAD 83)
 AJ1184_MARKER: 89 = SPIRE
 AJ1184
 AJ1184  HISTORY     - Date     Condition        Report By
 AJ1184  HISTORY     - 1905     FIRST OBSERVED   CGS
 AJ1184  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ1184
 AJ1184                          STATION DESCRIPTION
 AJ1184
 AJ1184'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1208 ***********************************************************************
 AJ1208  DESIGNATION -  ALICE SOUTH MUNICIPAL TANK
 AJ1208  PID         -  AJ1208
 AJ1208  STATE/COUNTY-  TX/JIM WELLS
 AJ1208  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1208
 AJ1208                         *CURRENT SURVEY CONTROL
 AJ1208  ___________________________________________________________________
 AJ1208* NAD 83(1993)-  27 44 38.37569(N)    098 04 13.81132(W)     ADJUSTED  
 AJ1208* NAVD 88     -                                                        
 AJ1208  ___________________________________________________________________
 AJ1208  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AJ1208  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ1208
 AJ1208  HORZ ORDER  -  THIRD
 AJ1208
 AJ1208.The horizontal coordinates were established by classical geodetic methods
 AJ1208.and adjusted by the National Geodetic Survey in February 1996..
 AJ1208
 AJ1208
 AJ1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1208
 AJ1208.The geoid height was determined by GEOID03.
 AJ1208
 AJ1208;                    North         East     Units Scale Factor Converg.
 AJ1208;SPC TX S     - 5,230,229.049   342,344.546   MT  0.99997860   +0 11 42.0
 AJ1208;SPC TX S     -17,159,509.80  1,123,175.40   sFT  0.99997860   +0 11 42.0
 AJ1208;UTM  14      - 3,069,189.652   591,607.844   MT  0.99970358   +0 25 57.8
 AJ1208
 AJ1208                          SUPERSEDED SURVEY CONTROL
 AJ1208
 AJ1208  NAD 83(1986)-  27 44 38.38249(N)    098 04 13.78951(W) AD(       ) 4
 AJ1208  NAD 27      -  27 44 37.28600(N)    098 04 12.77900(W) AD(       ) 3
 AJ1208
 AJ1208.Superseded values are not recommended for survey control.
 AJ1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1208.See file dsdata.txt to determine how the superseded data were derived.
 AJ1208
 AJ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9160869190(NAD 83)
 AJ1208_MARKER: 53 = ELEVATED TANK
 AJ1208
 AJ1208  HISTORY     - Date     Condition        Report By
 AJ1208  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1208  HISTORY     - 1990     GOOD             USPSQD
 AJ1208
 AJ1208                          STATION DESCRIPTION
 AJ1208
 AJ1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1208'THE STATION IS THE LIGHT ATOP THE CENTER OF THE TANK WHICH IS ON
 AJ1208'THE EAST SIDE OF THE INTERSECTION OF E. HILL AND S. ALMOND
 AJ1208'STREETS IN THE SOUTHERN PART OF ALICE.
 AJ1208'
 AJ1208'THE TANK IS A METAL STRUCTURE, PAINTED SILVER, SUPPORTED BY
 AJ1208'8 LEGS AND IS 125 FEET HIGH.
 AJ1208'
 AJ1208'A SIMILAR TANK APPROXIMATELY 1 MILE NORTH OF THIS TANK HAD BEEN
 AJ1208'NAMED ALICE, NEW MUN. WATER TANK IN 1953.
 AJ1208
 AJ1208                          STATION RECOVERY (1990)
 AJ1208
 AJ1208'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1194 ***********************************************************************
 AJ1194  DESIGNATION -  ALICE SPECIALITY CO INC MAST
 AJ1194  PID         -  AJ1194
 AJ1194  STATE/COUNTY-  TX/JIM WELLS
 AJ1194  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1194
 AJ1194                         *CURRENT SURVEY CONTROL
 AJ1194  ___________________________________________________________________
 AJ1194* NAD 83(1993)-  27 43 09.24714(N)    098 05 20.72905(W)     ADJUSTED  
 AJ1194* NAVD 88     -                                                        
 AJ1194  ___________________________________________________________________
 AJ1194  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 AJ1194  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AJ1194
 AJ1194  HORZ ORDER  -  THIRD
 AJ1194
 AJ1194.The horizontal coordinates were established by classical geodetic methods
 AJ1194.and adjusted by the National Geodetic Survey in February 1996..
 AJ1194
 AJ1194
 AJ1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1194
 AJ1194.The geoid height was determined by GEOID03.
 AJ1194
 AJ1194;                    North         East     Units Scale Factor Converg.
 AJ1194;SPC TX S     - 5,227,479.475   340,520.849   MT  0.99997310   +0 11 11.6
 AJ1194;SPC TX S     -17,150,488.91  1,117,192.15   sFT  0.99997310   +0 11 11.6
 AJ1194;UTM  14      - 3,066,433.299   589,796.056   MT  0.99969953   +0 25 25.4
 AJ1194
 AJ1194                          SUPERSEDED SURVEY CONTROL
 AJ1194
 AJ1194  NAD 83(1986)-  27 43 09.25405(N)    098 05 20.70719(W) AD(       ) 4
 AJ1194  NAD 27      -  27 43 08.15200(N)    098 05 19.69600(W) AD(       ) 3
 AJ1194
 AJ1194.Superseded values are not recommended for survey control.
 AJ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1194.See file dsdata.txt to determine how the superseded data were derived.
 AJ1194
 AJ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8979666433(NAD 83)
 AJ1194_MARKER: 42 = RADIO/TV MAST
 AJ1194
 AJ1194  HISTORY     - Date     Condition        Report By
 AJ1194  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1194  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ1194
 AJ1194                          STATION DESCRIPTION
 AJ1194
 AJ1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1194'THE STATION IS THE TOP-CENTER OF THE 140 FOOT HIGH, RED AND WHITE
 AJ1194'RADIO MAST.  IT IS APPROXIMATELY 2 MILES SOUTH OF ALICE AND 200
 AJ1194'FEET WEST OF U.S. HIGHWAY 281.
 AJ1194
 AJ1194                          STATION RECOVERY (1990)
 AJ1194
 AJ1194'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1198 ***********************************************************************
 AJ1198  DESIGNATION -  ALICE ST JOSEPHS CATH CH CROSS
 AJ1198  PID         -  AJ1198
 AJ1198  STATE/COUNTY-  TX/JIM WELLS
 AJ1198  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1198
 AJ1198                         *CURRENT SURVEY CONTROL
 AJ1198  ___________________________________________________________________
 AJ1198* NAD 83(1993)-  27 44 33.18251(N)    098 04 27.13893(W)     ADJUSTED  
 AJ1198* NAVD 88     -                                                        
 AJ1198  ___________________________________________________________________
 AJ1198  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AJ1198  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AJ1198
 AJ1198  HORZ ORDER  -  THIRD
 AJ1198
 AJ1198.The horizontal coordinates were established by classical geodetic methods
 AJ1198.and adjusted by the National Geodetic Survey in February 1996..
 AJ1198
 AJ1198
 AJ1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1198
 AJ1198.The geoid height was determined by GEOID03.
 AJ1198
 AJ1198;                    North         East     Units Scale Factor Converg.
 AJ1198;SPC TX S     - 5,230,067.960   341,980.091   MT  0.99997828   +0 11 35.9
 AJ1198;SPC TX S     -17,158,981.30  1,121,979.68   sFT  0.99997828   +0 11 35.9
 AJ1198;UTM  14      - 3,069,027.097   591,244.161   MT  0.99970276   +0 25 51.6
 AJ1198
 AJ1198                          SUPERSEDED SURVEY CONTROL
 AJ1198
 AJ1198  NAD 83(1986)-  27 44 33.18974(N)    098 04 27.11661(W) AD(       ) 4
 AJ1198  NAD 27      -  27 44 32.09100(N)    098 04 26.10800(W) AD(       ) 3
 AJ1198
 AJ1198.Superseded values are not recommended for survey control.
 AJ1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1198.See file dsdata.txt to determine how the superseded data were derived.
 AJ1198
 AJ1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9124469027(NAD 83)
 AJ1198_MARKER: 91 = CHURCH CROSS
 AJ1198
 AJ1198  HISTORY     - Date     Condition        Report By
 AJ1198  HISTORY     - 1935     FIRST OBSERVED   CGS
 AJ1198  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ1198
 AJ1198                          STATION DESCRIPTION
 AJ1198
 AJ1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1198'POINT OBSERVED UPON IS CROSS ON SAINT JOSEPHS CATHOLIC CHURCH
 AJ1198'LOCATED ON SE CORNER OF WRIGHT STREET AND CACTUS AVENUE.
 AJ1198'FRAME BUILDING, WHITE, WITH METAL COVERED DOME WITH IRON
 AJ1198'CROSS ATOP.
 AJ1198'
 AJ1198'OBSERVED UPON FROM STATIONS BOOK, ALICE 1904, SOTO, AND ALICE
 AJ1198'MAGNETIC STATION.
 AJ1198
 AJ1198                          STATION RECOVERY (1990)
 AJ1198
 AJ1198'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1204 ***********************************************************************
 AJ1204  DESIGNATION -  ALICE STANDPIPE CENTER
 AJ1204  PID         -  AJ1204
 AJ1204  STATE/COUNTY-  TX/JIM WELLS
 AJ1204  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1204
 AJ1204                         *CURRENT SURVEY CONTROL
 AJ1204  ___________________________________________________________________
 AJ1204* NAD 83(1993)-  27 45 00.15386(N)    098 04 15.45172(W)     ADJUSTED  
 AJ1204* NAVD 88     -                                                        
 AJ1204  ___________________________________________________________________
 AJ1204  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AJ1204  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ1204
 AJ1204  HORZ ORDER  -  THIRD
 AJ1204
 AJ1204.The horizontal coordinates were established by classical geodetic methods
 AJ1204.and adjusted by the National Geodetic Survey in February 1996..
 AJ1204
 AJ1204
 AJ1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1204
 AJ1204.The geoid height was determined by GEOID03.
 AJ1204
 AJ1204;                    North         East     Units Scale Factor Converg.
 AJ1204;SPC TX S     - 5,230,899.256   342,297.342   MT  0.99997997   +0 11 41.2
 AJ1204;SPC TX S     -17,161,708.64  1,123,020.53   sFT  0.99997997   +0 11 41.2
 AJ1204;UTM  14      - 3,069,859.472   591,557.874   MT  0.99970347   +0 25 57.4
 AJ1204
 AJ1204                          SUPERSEDED SURVEY CONTROL
 AJ1204
 AJ1204  NAD 83(1986)-  27 45 00.16118(N)    098 04 15.42968(W) AD(       ) 4
 AJ1204  NAD 27      -  27 44 59.06000(N)    098 04 14.42000(W) AD(       ) 3
 AJ1204
 AJ1204.Superseded values are not recommended for survey control.
 AJ1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1204.See file dsdata.txt to determine how the superseded data were derived.
 AJ1204
 AJ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9155869859(NAD 83)
 AJ1204_MARKER: 52 = STANDPIPE TANK
 AJ1204
 AJ1204  HISTORY     - Date     Condition        Report By
 AJ1204  HISTORY     - 1913     FIRST OBSERVED   CGS
 AJ1204  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ1204
 AJ1204                          STATION DESCRIPTION
 AJ1204
 AJ1204'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1200 ***********************************************************************
 AJ1200  DESIGNATION -  ALICE WALTERS AND CO GIN STACK
 AJ1200  PID         -  AJ1200
 AJ1200  STATE/COUNTY-  TX/JIM WELLS
 AJ1200  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1200
 AJ1200                         *CURRENT SURVEY CONTROL
 AJ1200  ___________________________________________________________________
 AJ1200* NAD 83(1993)-  27 44 48.22188(N)    098 04 59.18423(W)     ADJUSTED  
 AJ1200* NAVD 88     -                                                        
 AJ1200  ___________________________________________________________________
 AJ1200  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AJ1200  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AJ1200
 AJ1200  HORZ ORDER  -  THIRD
 AJ1200
 AJ1200.The horizontal coordinates were established by classical geodetic methods
 AJ1200.and adjusted by the National Geodetic Survey in February 1996..
 AJ1200
 AJ1200
 AJ1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1200
 AJ1200.The geoid height was determined by GEOID03.
 AJ1200
 AJ1200;                    North         East     Units Scale Factor Converg.
 AJ1200;SPC TX S     - 5,230,527.960   341,100.948   MT  0.99997922   +0 11 21.4
 AJ1200;SPC TX S     -17,160,490.48  1,119,095.36   sFT  0.99997922   +0 11 21.4
 AJ1200;UTM  14      - 3,069,483.320   590,363.362   MT  0.99970079   +0 25 36.8
 AJ1200
 AJ1200                          SUPERSEDED SURVEY CONTROL
 AJ1200
 AJ1200  NAD 83(1986)-  27 44 48.22928(N)    098 04 59.16233(W) AD(       ) 4
 AJ1200  NAD 27      -  27 44 47.12400(N)    098 04 58.14000(W) AD(       ) 3
 AJ1200
 AJ1200.Superseded values are not recommended for survey control.
 AJ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1200.See file dsdata.txt to determine how the superseded data were derived.
 AJ1200
 AJ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9036369483(NAD 83)
 AJ1200_MARKER: 63 = STACK
 AJ1200
 AJ1200  HISTORY     - Date     Condition        Report By
 AJ1200  HISTORY     - 1905     FIRST OBSERVED   CGS
 AJ1200  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ1200
 AJ1200                          STATION DESCRIPTION
 AJ1200
 AJ1200'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1209 ***********************************************************************
 AJ1209  DESIGNATION -  ALICE WEST BASE
 AJ1209  PID         -  AJ1209
 AJ1209  STATE/COUNTY-  TX/JIM WELLS
 AJ1209  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1209
 AJ1209                         *CURRENT SURVEY CONTROL
 AJ1209  ___________________________________________________________________
 AJ1209* NAD 83(1993)-  27 38 40.17669(N)    098 03 06.33443(W)     ADJUSTED  
 AJ1209* NAVD 88     -        51.7    (meters)     170.     (feet)  VERTCON   
 AJ1209  ___________________________________________________________________
 AJ1209  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AJ1209  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AJ1209
 AJ1209  HORZ ORDER  -  FIRST
 AJ1209
 AJ1209.The horizontal coordinates were established by classical geodetic methods
 AJ1209.and adjusted by the National Geodetic Survey in February 1996..
 AJ1209
 AJ1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1209
 AJ1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1209
 AJ1209.The geoid height was determined by GEOID03.
 AJ1209
 AJ1209;                    North         East     Units Scale Factor Converg.
 AJ1209;SPC TX S     - 5,219,209.884   344,231.648   MT  0.99995764   +0 12 12.6
 AJ1209;SPC TX S     -17,123,357.76  1,129,366.67   sFT  0.99995764   +0 12 12.6
 AJ1209;UTM  14      - 3,058,181.276   593,540.028   MT  0.99970800   +0 26 24.0
 AJ1209
 AJ1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1209!SPC TX S     -   0.99999601  x   0.99995764  =   0.99995365
 AJ1209!UTM  14      -   0.99999601  x   0.99970800  =   0.99970401
 AJ1209
 AJ1209|---------------------------------------------------------------------|
 AJ1209| PID    Reference Object                     Distance      Geod. Az  |
 AJ1209|                                                           dddmmss.s |
 AJ1209| CV2442 ALICE WEST BASE RM 1                 32.275 METERS 01633     |
 AJ1209| CV2441 ALICE WEST BASE RM                                 01755     |
 AJ1209| CV2443 ALICE WEST BASE RM 2                 25.848 METERS 24517     |
 AJ1209| AJ1197 BEN BOLT SW BELL TEL MICROWAVE      APPROX. 4.4 KM 2605446.9 |
 AJ1209| CV2438 ALICE W BASE AZ MK                                 2753357.1 |
 AJ1209| CV2444 ALICE WEST BASE RM 3                 35.235 METERS 33820     |
 AJ1209| AJ1205 ALICE OLD MUNICIPAL TANK            APPROX.11.8 KM 3504953.5 |
 AJ1209| AJ1196 ALICE WEST BASE RM 6                 97.078 METERS 35319     |
 AJ1209|---------------------------------------------------------------------|
 AJ1209
 AJ1209                          SUPERSEDED SURVEY CONTROL
 AJ1209
 AJ1209  NAD 83(1986)-  27 38 40.18464(N)    098 03 06.31186(W) AD(       ) 1
 AJ1209  NAD 27      -  27 38 39.07300(N)    098 03 05.30600(W) AD(       ) 1
 AJ1209  NGVD 29 (07/19/86)   51.8    (m)          170.     (f) VERT ANG       
 AJ1209
 AJ1209.Superseded values are not recommended for survey control.
 AJ1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1209.See file dsdata.txt to determine how the superseded data were derived.
 AJ1209
 AJ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9354058181(NAD 83)
 AJ1209_MARKER: Z = SEE DESCRIPTION
 AJ1209_SETTING: 0 = UNSPECIFIED SETTING
 AJ1209
 AJ1209  HISTORY     - Date     Condition        Report By
 AJ1209  HISTORY     - 1900     MONUMENTED       CGS
 AJ1209  HISTORY     - 1920     GOOD             USGS
 AJ1209  HISTORY     - 1935     GOOD             CGS
 AJ1209  HISTORY     - 1957     SEE DESCRIPTION  USGS
 AJ1209  HISTORY     - 1961     GOOD             CGS
 AJ1209
 AJ1209                          STATION DESCRIPTION
 AJ1209
 AJ1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (ALB)
 AJ1209'STATION IS 11 MILES BY ROAD FROM ALICE, 3-1/2 MILES W OF THE
 AJ1209'BROWNSVILLE AND ALICE WAGON ROAD, ON THAT PART OF THE COLORARAS
 AJ1209'RANCH BELONGING TO LUCIANO GARCIA AND ABOUT 300 YARDS NE OF
 AJ1209'HIS HOUSE.  TO REACH THE STATION FROM ALICE, FOLLOW THE
 AJ1209'BROWNSVILLE ROAD, WHICH RUNS S 30 DEG E, FOR 8 MILES TO A
 AJ1209'GATE LEADING W TO JOE GARCIAS HOUSE.  THIS GATE IS 438 METERS
 AJ1209'(1,437 FEET) N OF THE BASE LINE WHERE IT CROSSES THE
 AJ1209'BROWNSVILLE ROAD.  PASSING THROUGH THE GATE GO WESTWARD ABOUT 3
 AJ1209'1/2 MILES, PAST THE HOUSE OF JOE GARCIA, TO THE TOP OF A
 AJ1209'SMALL RIDGE ON WHICH IS THE STATION.  THE STATION IS
 AJ1209'MARKED IN A MANNER SIMILAR TO ALICE EAST BASE (SEE
 AJ1209'DESCRIPTION THEREOF).  REFERENCE MARK IS NAIL IN CENTER OF IRON
 AJ1209'PIPE 2 INCHES IN DIAMETER AND 2 FEET LONG SET FLANGE
 AJ1209'DOWN, FILLED WITH CONCRETE AND SET IN A CONCRETE BLOCK
 AJ1209'12 INCHES IN DIAMETER.  IT IS AT THE SAME ELEVATION AS
 AJ1209'THE STATION AND 36.335 METERS (119.21 FEET) FROM IT
 AJ1209'N 17 DEG 55 MIN E.  IT IS 18 PACES S OF THE WAGON
 AJ1209'ROAD LEADING W TO SEVERAL MEXICAN SHACKS.  THE FOLLOWING
 AJ1209'DISTANCES AND AZIMUTHS ARE FROM THE STATION--NORTH GABLE
 AJ1209'MEXICAN SHACK, ONE-EIGHTH MILE, 70 DEG 24 MIN 06 SEC.  N
 AJ1209'CHIMNEY OF RANCH HOUSE, 3 MILES, 155 DEG 53 MIN 43 SEC.
 AJ1209'N CHIMNEY OF MEXICAN SHACK, ONE-EIGHTH MILE, 201 DEG 14 MIN
 AJ1209'47 SEC.  JOE GARCIAS WINDMILL, THREE-EIGHTHS MILE, 262 DEG 49
 AJ1209'MIN 32 SEC.  IN 1932 RECOVERED IN GOOD CONDITION.  FURTHER
 AJ1209'DESCRIBED AS BEING APPROXIMATELY 2,646.7 FEET E AND 3,100
 AJ1209'FEET N FROM THE EXTREME NW CORNER OF KLEBERG COUNTY.  3,125
 AJ1209'FEET N OF N LINE OF A KING RANCH PASTURE.  AND 3,440 FEET W
 AJ1209'OF FIELD FENCE RUNNING N AND S.  ELEVATION OF STATION, 51.8
 AJ1209'METERS (170 FEET).
 AJ1209
 AJ1209                          STATION RECOVERY (1920)
 AJ1209
 AJ1209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1920
 AJ1209'STATION MARK - BRONZE AND CUP SHAPED, ABOUT 3 IN. IN DIAMETER.  IT IS
 AJ1209'COUNTERSUNK AND WEDGED IN A GRANITE BLOCK WHICH IN TURN IS SET IN A
 AJ1209'48 IN. SQUARE CONCRETE BLOCK ALL FLUSH WITH GROUND.
 AJ1209'
 AJ1209'REFERENCE MARK - NONE.
 AJ1209
 AJ1209                          STATION RECOVERY (1935)
 AJ1209
 AJ1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1209'STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK IS BRONZE
 AJ1209'AND CUP SHAPED, ABOUT 3 INCHES IN DIAMETER WITH THE CENTER
 AJ1209'PORTION OF SMALLER DIAMETER RAISED ABOVE THE BOTTOM OF THE
 AJ1209'CUP.  ON THE BOTTOM BETWEEN THE INNER AND OUTER CIRCLES ARE THE
 AJ1209'RAISED LETTERS U.S.C. AND G.S.  IT IS COUNTERSUNK AND WEDGED
 AJ1209'IN A GRANITE BLOCK WHICH IN TURN IS SET IN CONCRETE BLOCK
 AJ1209'48 INCHES SQUARE ALL FLUSH WITH THE GROUND.  MARK IS 75 FEET
 AJ1209'S OF AN E AND W ROAD IN PASTURE LAND OWNED BY MRS. ROMONA
 AJ1209'DE GARCIA.
 AJ1209'
 AJ1209'OLD REFERENCE MARK WAS NOT RECOVERED, SO THREE NEW ONES WERE
 AJ1209'ESTABLISHED.
 AJ1209'
 AJ1209'REFERENCE MARK NO. 1 IS N OF STATION.
 AJ1209'
 AJ1209'REFERENCE MARK NO. 2 IS W OF STATION.
 AJ1209'
 AJ1209'REFERENCE MARK NO. 3 IS NW OF STATION.
 AJ1209'
 AJ1209'REACHED FROM JUNCTION OF STATE HIGHWAY 12 AND U.S. HIGHWAY
 AJ1209'96, WITH JUNCTION IS SW OF TEXAS-MEXICAN RAILROAD STATION IN
 AJ1209'THE TOWN OF ALICE WITH A SERVICE STATION IN THE SW CORNER,
 AJ1209'BY GOING S 6.65 MILES ON U.S. HIGHWAY 96 TO BEN BOLT.  AT
 AJ1209'SERVICE STATION ON RIGHT, TURN LEFT E ON DIRT ROAD AND GO 1.0
 AJ1209'MILE TO WOODEN GATE, PASS THROUGH AND CONTINUE ON MAIN ROAD,
 AJ1209'PARALLEL TO FENCE ON RIGHT, FOR 0.6 MILE TO ROAD FORK, JUST
 AJ1209'AFTER PASSING POINT WHERE FENCE TURNS TO THE RIGHT.  TAKE
 AJ1209'LEFT FORK FOR 0.15 MILE TO CROSS ROAD, CONTINUE STRAIGHT ON
 AJ1209'MAIN ROAD FOR 0.1 MILE TO ANOTHER CROSS ROAD, THEN GO
 AJ1209'STRAIGHT AHEAD E ON MAIN TO A POINT 25 FEET N OF STATION.
 AJ1209
 AJ1209                          STATION RECOVERY (1957)
 AJ1209
 AJ1209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AJ1209'STATION SITE LOCATED BY LOCAL INQUIRY, AND THE STATION, REFERENCE
 AJ1209'MARKS HAVE ALL BEEN REMOVED FROM THEIR POSITIONS AND MOVED
 AJ1209'ALONG THE FENCE LINE NEXT TO THE ROAD.  THIS REMOVAL HAS BEEN
 AJ1209'DONE VERY RECENTLY AND THE CAPS ARE STILL IN THE OLD MONUMENTS.
 AJ1209'IT IS APPARENT THAT THE MONUMENTS INTERFERRED WITH FARMING
 AJ1209'IN THIS AREA AND WERE MOVED SO AS NOT TO INTERFERE.
 AJ1209
 AJ1209                          STATION RECOVERY (1961)
 AJ1209
 AJ1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1209'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE THREE
 AJ1209'REFERENCE MARKS SET IN 1935 HAVE BEEN DESTROYED.  THE MARK IS
 AJ1209'NOW LOCATED IN A CULTIVATED FIELD.  REFERENCE MARKS NOS. 4,
 AJ1209'5, AND 6 WERE SET, WITH REFERENCE MARK NO. 6 ESTABLISHED AS
 AJ1209'THE NEW STATION.  (SEE DESCRIPTION TO ALICE WEST BASE 1899
 AJ1209'R.M. NO. 6 FOR DETAIL)
 AJ1209'
 AJ1209'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AJ1209'
 AJ1209'THE STATION IS APPROXIMATELY 14-1/2 MILES NORTHWEST OF KINGSVILLE,
 AJ1209'7-3/4 MILES SOUTH OF ALICE, 2 MILES EAST OF BEN BOLT, 243
 AJ1209'FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE ON FARM ROAD 2508,
 AJ1209'ON PROPERTY OWNED BY MR. ARMANDO GARCIA.
 AJ1209'
 AJ1209'THE STATION MARK IS BRONZE AND CUPSHAPED.  THE CENTER PORTION
 AJ1209'1-1/2 INCHES IN DIAMETER WITH A PUNCH HOLE NEAR THE CENTER AND
 AJ1209'SLIGHTLY RAISED ABOVE THE BOTTOM OF THE CUP.  THE OUTER PORTION
 AJ1209'3 INCHES IN DIAMETER, SET IN A CONCRETE BLOCK 5 FEET SQUARE,
 AJ1209'FLUSH WITH THE SURFACE OF THE GROUND.
 AJ1209'
 AJ1209'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1209'AND FARM ROAD 2508 IN BEN BOLT, GO EAST ON FARM ROAD 2508
 AJ1209'FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AJ1209'EAST ON 2508 FOR 0.3 MILE (THIS IS 168 FEET BEFORE REACHING
 AJ1209'A SIDE ROAD ON THE LEFT.) TO THE STATION ON THE RIGHT.
 AJ1209'
 AJ1209'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1196 ***********************************************************************
 AJ1196  DESIGNATION -  ALICE WEST BASE RM 6
 AJ1196  PID         -  AJ1196
 AJ1196  STATE/COUNTY-  TX/JIM WELLS
 AJ1196  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1196
 AJ1196                         *CURRENT SURVEY CONTROL
 AJ1196  ___________________________________________________________________
 AJ1196* NAD 83(1993)-  27 38 43.30907(N)    098 03 06.74609(W)     ADJUSTED  
 AJ1196* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 AJ1196  ___________________________________________________________________
 AJ1196  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AJ1196  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AJ1196
 AJ1196  HORZ ORDER  -  SECOND
 AJ1196
 AJ1196.The horizontal coordinates were established by classical geodetic methods
 AJ1196.and adjusted by the National Geodetic Survey in February 1996..
 AJ1196
 AJ1196.The orthometric height was scaled from a topographic map.
 AJ1196
 AJ1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1196
 AJ1196.The geoid height was determined by GEOID03.
 AJ1196
 AJ1196;                    North         East     Units Scale Factor Converg.
 AJ1196;SPC TX S     - 5,219,306.259   344,220.022   MT  0.99995781   +0 12 12.4
 AJ1196;SPC TX S     -17,123,673.95  1,129,328.52   sFT  0.99995781   +0 12 12.4
 AJ1196;UTM  14      - 3,058,277.578   593,528.007   MT  0.99970797   +0 26 23.9
 AJ1196
 AJ1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1196!SPC TX S     -   0.99999582  x   0.99995781  =   0.99995363
 AJ1196!UTM  14      -   0.99999582  x   0.99970797  =   0.99970379
 AJ1196
 AJ1196|---------------------------------------------------------------------|
 AJ1196| PID    Reference Object                     Distance      Geod. Az  |
 AJ1196|                                                           dddmmss.s |
 AJ1196| CV2439 ALICE W BASE RM 4                    36.401 METERS 13246     |
 AJ1196| AJ1209 ALICE WEST BASE                      97.078 METERS 17319     |
 AJ1196| CV2440 ALICE W BASE RM 5                    32.670 METERS 22010     |
 AJ1196| AJ1197 BEN BOLT SW BELL TEL MICROWAVE      APPROX. 4.4 KM 2593857.3 |
 AJ1196| CV2438 ALICE W BASE AZ MK                                 2674607.5 |
 AJ1196| AJ1210 ALICE ELEVATOR INC GRAIN ELEV       APPROX. 8.1 KM 3423051.7 |
 AJ1196| AJ1208 ALICE SOUTH MUNICIPAL TANK          APPROX.11.1 KM 3502738.5 |
 AJ1196|---------------------------------------------------------------------|
 AJ1196
 AJ1196                          SUPERSEDED SURVEY CONTROL
 AJ1196
 AJ1196  NAD 83(1986)-  27 38 43.31709(N)    098 03 06.72354(W) AD(       ) 2
 AJ1196  NAD 27      -  27 38 42.20520(N)    098 03 05.71660(W) AD(       ) 2
 AJ1196
 AJ1196.Superseded values are not recommended for survey control.
 AJ1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1196.See file dsdata.txt to determine how the superseded data were derived.
 AJ1196
 AJ1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9352858278(NAD 83)
 AJ1196_MARKER: DR = REFERENCE MARK DISK
 AJ1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1196
 AJ1196  HISTORY     - Date     Condition        Report By
 AJ1196  HISTORY     - 1961     MONUMENTED       CGS
 AJ1196
 AJ1196                          STATION DESCRIPTION
 AJ1196
 AJ1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1196'THE STATION IS APPROXIMATELY 14-1/2 MILES NORTHWEST OF KINGSVILLE,
 AJ1196'7-3/4 MILES SOUTH OF ALICE, 2 MILES EAST OF BEN BOLT, ALONG THE
 AJ1196'NORTH SIDE OF FARM ROAD 2508, JUST NORTH OF THE NORTH RIGHT-OF-WAY
 AJ1196'FENCE ON PROPERTY OWNED BY MR. ARMANDO GARCIA.
 AJ1196'
 AJ1196'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1196'AND FARM ROAD 2508 IN BEN BOLT, GO EAST ON FARM ROAD 2508
 AJ1196'FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST
 AJ1196'ON 2508 FOR 0.3 MILE (THIS IS 168 FEET BEFORE REACHING A SIDE
 AJ1196'ROAD ON THE LEFT.) TO THE STATION ON THE LEFT.
 AJ1196'
 AJ1196'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED ALICE
 AJ1196'WEST BASE 1899 NO 6.  THE SURFACE DISK IS SET IN A SQUARE CONCRETE
 AJ1196'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 168 FEET WEST
 AJ1196'OF THE CENTER OF A SIDE ROAD LEADING NORTH, 42 FEET NORTH OF THE
 AJ1196'CENTER OF FARM ROAD 2508, 6.6 FEET EAST OF A METAL WITNESS
 AJ1196'POST AND 1 FOOT NORTH OF A FENCE.  THE UNDERGROUND DISK IS SET
 AJ1196'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 AJ1196'OF THE GROUND.
 AJ1196'
 AJ1196'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ALICE WEST BASE 1899
 AJ1196'NO 4, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AJ1196'IT IS 40 FEET SOUTH OF THE CENTER OF FARM ROAD 2508, 33 FEET
 AJ1196'WEST OF A POWER POLE AND 1 FOOT SOUTH OF A FENCE.
 AJ1196'
 AJ1196'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED ALICE WEST BASE
 AJ1196'1899 NO 5, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AJ1196'INCHES.  IT IS 219 FEET EAST OF A POWER POLE, 42 FEET SOUTH OF
 AJ1196'THE CENTER OF FARM ROAD 2508 AND 1 FOOT SOUTH OF A FENCE.
 AJ1196'
 AJ1196'AZIMUTH MARK IS A STANDARD DISK STAMPED ALICE WEST BASE 1899,
 AJ1196'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 AJ1196'41 FEET SOUTH OF THE CENTER OF FARM ROAD 2508, 2.5 FEET EAST
 AJ1196'OF AN EAST GATE POST, 1.6 FEET SOUTH OF A METAL WITNESS POST AND
 AJ1196'1 FOOT SOUTH OF A FENCE.
 AJ1196'
 AJ1196'NOTE--THIS STATION REPLACES ALICE WEST BASE 1899 WHICH IS LOCATED
 AJ1196'318 FEET SOUTH IN A CULTIVATED FIELD.  (SEE RECOVERY NOTE)
 AJ1196'
 AJ1196'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1196'
 AJ1196'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1183 ***********************************************************************
 AJ1183  DESIGNATION -  ALICE WJM TWR CO E MAST
 AJ1183  PID         -  AJ1183
 AJ1183  STATE/COUNTY-  TX/JIM WELLS
 AJ1183  USGS QUAD   -  ALICE NORTH (1963)
 AJ1183
 AJ1183                         *CURRENT SURVEY CONTROL
 AJ1183  ___________________________________________________________________
 AJ1183* NAD 83(1993)-  27 46 44.26832(N)    098 04 06.91153(W)     ADJUSTED  
 AJ1183* NAVD 88     -                                                        
 AJ1183  ___________________________________________________________________
 AJ1183  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AJ1183  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AJ1183
 AJ1183  HORZ ORDER  -  THIRD
 AJ1183
 AJ1183.The horizontal coordinates were established by classical geodetic methods
 AJ1183.and adjusted by the National Geodetic Survey in February 1996..
 AJ1183
 AJ1183
 AJ1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1183
 AJ1183.The geoid height was determined by GEOID03.
 AJ1183
 AJ1183;                    North         East     Units Scale Factor Converg.
 AJ1183;SPC TX S     - 5,234,104.845   342,520.258   MT  0.99998669   +0 11 45.1
 AJ1183;SPC TX S     -17,172,225.65  1,123,751.88   sFT  0.99998669   +0 11 45.1
 AJ1183;UTM  14      - 3,073,065.063   591,767.411   MT  0.99970394   +0 26 02.9
 AJ1183
 AJ1183                          SUPERSEDED SURVEY CONTROL
 AJ1183
 AJ1183  NAD 83(1986)-  27 46 44.27507(N)    098 04 06.88986(W) AD(       ) 4
 AJ1183  NAD 27      -  27 46 43.18300(N)    098 04 05.87900(W) AD(       ) 3
 AJ1183
 AJ1183.Superseded values are not recommended for survey control.
 AJ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1183.See file dsdata.txt to determine how the superseded data were derived.
 AJ1183
 AJ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9176773065(NAD 83)
 AJ1183_MARKER: 42 = RADIO/TV MAST
 AJ1183
 AJ1183  HISTORY     - Date     Condition        Report By
 AJ1183  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1183  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ1183
 AJ1183                          STATION DESCRIPTION
 AJ1183
 AJ1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1183'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS 2 MILES
 AJ1183'NORTHEAST OF THE CENTER OF ALICE, 2 MILES EAST OF U.S. HIGHWAY
 AJ1183'281 AND APPROXIMATELY 0.1 MILE WEST OF THE RAILROAD TRACKS.
 AJ1183'
 AJ1183'THE MAST IS A GUYED METAL STRUCTURE, PAINTED RED AND WHITE,
 AJ1183'370 FEET HIGH.
 AJ1183
 AJ1183                          STATION RECOVERY (1990)
 AJ1183
 AJ1183'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1175 ***********************************************************************
 AJ1175  DESIGNATION -  ALICE WJM TWR CO N MAST
 AJ1175  PID         -  AJ1175
 AJ1175  STATE/COUNTY-  TX/JIM WELLS
 AJ1175  USGS QUAD   -  ALICE NORTH (1963)
 AJ1175
 AJ1175                         *CURRENT SURVEY CONTROL
 AJ1175  ___________________________________________________________________
 AJ1175* NAD 83(1993)-  27 48 17.84886(N)    098 04 57.15442(W)     ADJUSTED  
 AJ1175* NAVD 88     -                                                        
 AJ1175  ___________________________________________________________________
 AJ1175  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AJ1175  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AJ1175
 AJ1175  HORZ ORDER  -  THIRD
 AJ1175
 AJ1175.The horizontal coordinates were established by classical geodetic methods
 AJ1175.and adjusted by the National Geodetic Survey in February 1996..
 AJ1175
 AJ1175
 AJ1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1175
 AJ1175.The geoid height was determined by GEOID03.
 AJ1175
 AJ1175;                    North         East     Units Scale Factor Converg.
 AJ1175;SPC TX S     - 5,236,980.794   341,135.191   MT  0.99999294   +0 11 22.3
 AJ1175;SPC TX S     -17,181,661.15  1,119,207.71   sFT  0.99999294   +0 11 22.3
 AJ1175;UTM  14      - 3,075,934.400   590,370.793   MT  0.99970080   +0 25 40.8
 AJ1175
 AJ1175                          SUPERSEDED SURVEY CONTROL
 AJ1175
 AJ1175  NAD 83(1986)-  27 48 17.85534(N)    098 04 57.13278(W) AD(       ) 4
 AJ1175  NAD 27      -  27 48 16.76700(N)    098 04 56.12000(W) AD(       ) 3
 AJ1175
 AJ1175.Superseded values are not recommended for survey control.
 AJ1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1175.See file dsdata.txt to determine how the superseded data were derived.
 AJ1175
 AJ1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9037175934(NAD 83)
 AJ1175_MARKER: 42 = RADIO/TV MAST
 AJ1175
 AJ1175  HISTORY     - Date     Condition        Report By
 AJ1175  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1175
 AJ1175                          STATION DESCRIPTION
 AJ1175
 AJ1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1175'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS 4 MILES NORTH
 AJ1175'OF ALICE AND ALONG THE EAST SIDE OF U.S. HIGHWAY 281.
 AJ1175'
 AJ1175'THE MAST IS A GUYED METAL STRUCTURE, PAINTED RED AND WHITE,
 AJ1175'330 FEET HIGH.
 AJ1175'
 AJ1175'THIS MAST HAS SEVERAL ANTENNAS ALONG ITS SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1177 ***********************************************************************
 AJ1177  DESIGNATION -  ALICE WJM TWR CO W MAST
 AJ1177  PID         -  AJ1177
 AJ1177  STATE/COUNTY-  TX/JIM WELLS
 AJ1177  USGS QUAD   -  ALICE NORTH (1963)
 AJ1177
 AJ1177                         *CURRENT SURVEY CONTROL
 AJ1177  ___________________________________________________________________
 AJ1177* NAD 83(1993)-  27 46 09.97266(N)    098 07 04.83281(W)     ADJUSTED  
 AJ1177* NAVD 88     -                                                        
 AJ1177  ___________________________________________________________________
 AJ1177  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AJ1177  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AJ1177
 AJ1177  HORZ ORDER  -  THIRD
 AJ1177
 AJ1177.The horizontal coordinates were established by classical geodetic methods
 AJ1177.and adjusted by the National Geodetic Survey in February 1996..
 AJ1177
 AJ1177
 AJ1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1177
 AJ1177.The geoid height was determined by GEOID03.
 AJ1177
 AJ1177;                    North         East     Units Scale Factor Converg.
 AJ1177;SPC TX S     - 5,233,033.473   337,652.363   MT  0.99998445   +0 10 24.3
 AJ1177;SPC TX S     -17,168,710.65  1,107,781.13   sFT  0.99998445   +0 10 24.3
 AJ1177;UTM  14      - 3,071,973.801   586,905.403   MT  0.99969322   +0 24 39.5
 AJ1177
 AJ1177                          SUPERSEDED SURVEY CONTROL
 AJ1177
 AJ1177  NAD 83(1986)-  27 46 09.97903(N)    098 07 04.81073(W) AD(       ) 4
 AJ1177  NAD 27      -  27 46 08.88700(N)    098 07 03.79600(W) AD(       ) 3
 AJ1177
 AJ1177.Superseded values are not recommended for survey control.
 AJ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1177.See file dsdata.txt to determine how the superseded data were derived.
 AJ1177
 AJ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8690571974(NAD 83)
 AJ1177_MARKER: 42 = RADIO/TV MAST
 AJ1177
 AJ1177  HISTORY     - Date     Condition        Report By
 AJ1177  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1177  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ1177
 AJ1177                          STATION DESCRIPTION
 AJ1177
 AJ1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1177'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 AJ1177'3 MILES NORTHWEST OF ALICE AND 2 MILES NORTH OF THE INTERSECTION
 AJ1177'OF STATE HIGHWAY 44 AND FARM ROAD 2507.
 AJ1177'
 AJ1177'THE MAST IS A GUYED METAL STRUCTURE, PAINTED RED AND WHITE,
 AJ1177'330 FEET HIGH.
 AJ1177'
 AJ1177'THIS MAST IS APPROXIMATELY 1 MILE NORTH OF ANOTHER SIMILAR MAST.
 AJ1177
 AJ1177                          STATION RECOVERY (1990)
 AJ1177
 AJ1177'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6938 ***********************************************************************
 AW6938  DESIGNATION -  ALIEF SUPERIOR OIL CO TANK
 AW6938  PID         -  AW6938
 AW6938  STATE/COUNTY-  TX/HARRIS
 AW6938  USGS QUAD   -  ALIEF (1995)
 AW6938
 AW6938                         *CURRENT SURVEY CONTROL
 AW6938  ___________________________________________________________________
 AW6938* NAD 83(1993)-  29 43 26.66166(N)    095 36 01.39041(W)     ADJUSTED  
 AW6938* NAVD 88     -                                                        
 AW6938  ___________________________________________________________________
 AW6938  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW6938  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW6938
 AW6938  HORZ ORDER  -  THIRD
 AW6938
 AW6938.The horizontal coordinates were established by classical geodetic methods
 AW6938.and adjusted by the National Geodetic Survey in February 1996..
 AW6938
 AW6938
 AW6938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6938
 AW6938.The geoid height was determined by GEOID03.
 AW6938
 AW6938;                    North         East     Units Scale Factor Converg.
 AW6938;SPC TXSC     - 4,214,325.064   928,835.982   MT  0.99988623   +1 39 55.8
 AW6938;SPC TXSC     -13,826,498.15  3,047,356.05   sFT  0.99988623   +1 39 55.8
 AW6938;UTM  15      - 3,291,042.417   248,463.636   MT  1.00038073   -1 17 24.0
 AW6938
 AW6938                          SUPERSEDED SURVEY CONTROL
 AW6938
 AW6938  NAD 83(1986)-  29 43 26.67603(N)    095 36 01.37240(W) AD(       ) 4
 AW6938  NAD 27      -  29 43 25.84486(N)    095 36 00.57333(W) AD(       ) 3
 AW6938
 AW6938.Superseded values are not recommended for survey control.
 AW6938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6938.See file dsdata.txt to determine how the superseded data were derived.
 AW6938
 AW6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4846491042(NAD 83)
 AW6938_MARKER: 53 = ELEVATED TANK
 AW6938
 AW6938  HISTORY     - Date     Condition        Report By
 AW6938  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6938  HISTORY     - 19931112 MARK NOT FOUND   USPSQD
 AW6938
 AW6938                          STATION DESCRIPTION
 AW6938
 AW6938'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6938'THE STATION IS OWNED BY THE SUPERIOR OIL COMPANY, ABOUT 1 MILE
 AW6938'NORTH-NORTHWEST OF ALIEF, 0.8 MILE WEST OF THE ANDRAU AIRFIELD AND
 AW6938'AT 12401 WESTHEIMER ROAD (FARM ROAD 1093).
 AW6938'
 AW6938'IT IS A PEDESTAL SPHERE TYPE TANK, PAINTED CHECKERED RED AND WHITE
 AW6938'AND IT HAS AN OVER-ALL HEIGHT OF 129 FEET.
 AW6938'
 AW6938'THE POINT INTERSECTED WAS THE TOP AND CENTER.
 AW6938
 AW6938                          STATION RECOVERY (1993)
 AW6938
 AW6938'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6941 ***********************************************************************
 AW6941  DESIGNATION -  ALIEF UNCLE BENS INC TANK
 AW6941  PID         -  AW6941
 AW6941  STATE/COUNTY-  TX/HARRIS
 AW6941  USGS QUAD   -  ALIEF (1995)
 AW6941
 AW6941                         *CURRENT SURVEY CONTROL
 AW6941  ___________________________________________________________________
 AW6941* NAD 83(1993)-  29 43 55.98070(N)    095 37 03.44502(W)     ADJUSTED  
 AW6941* NAVD 88     -                                                        
 AW6941  ___________________________________________________________________
 AW6941  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6941  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW6941
 AW6941  HORZ ORDER  -  THIRD
 AW6941
 AW6941.The horizontal coordinates were established by classical geodetic methods
 AW6941.and adjusted by the National Geodetic Survey in February 1996..
 AW6941
 AW6941
 AW6941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6941
 AW6941.The geoid height was determined by GEOID03.
 AW6941
 AW6941;                    North         East     Units Scale Factor Converg.
 AW6941;SPC TXSC     - 4,215,179.005   927,143.016   MT  0.99988720   +1 39 25.4
 AW6941;SPC TXSC     -13,829,299.79  3,041,801.71   sFT  0.99988720   +1 39 25.4
 AW6941;UTM  15      - 3,291,982.988   246,816.134   MT  1.00039099   -1 17 56.0
 AW6941
 AW6941                          SUPERSEDED SURVEY CONTROL
 AW6941
 AW6941  NAD 83(1986)-  29 43 55.99508(N)    095 37 03.42699(W) AD(       ) 4
 AW6941  NAD 27      -  29 43 55.16491(N)    095 37 02.62476(W) AD(       ) 3
 AW6941
 AW6941.Superseded values are not recommended for survey control.
 AW6941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6941.See file dsdata.txt to determine how the superseded data were derived.
 AW6941
 AW6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4681691983(NAD 83)
 AW6941_MARKER: 53 = ELEVATED TANK
 AW6941
 AW6941  HISTORY     - Date     Condition        Report By
 AW6941  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6941  HISTORY     - 19931112 MARK NOT FOUND   USPSQD
 AW6941
 AW6941                          STATION DESCRIPTION
 AW6941
 AW6941'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6941'THE STATION IS OWNED BY THE UNCLE BENS INCORPORATED, ABOUT 2 MILES
 AW6941'NORTH-NORTHWEST OF ALIEF, 1-1/2 MILES EAST OF FARM ROAD 1960 AND
 AW6941'AT 13000 WESTHEIMER ROAD (FARM ROAD 1093).
 AW6941'
 AW6941'IT IS A PEDESTAL SPHERE TYPE TANK, PAINTED CHECKERED BLUE AND DARK
 AW6941'YELLOW AND IT HAS AN OVER-ALL HEIGHT OF 150 FEET.
 AW6941'
 AW6941'THE POINT INTERSECTED WAS THE TOP AND CENTER.
 AW6941
 AW6941                          STATION RECOVERY (1993)
 AW6941
 AW6941'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1176 ***********************************************************************
 DN1176  DESIGNATION -  ALLA
 DN1176  PID         -  DN1176
 DN1176  STATE/COUNTY-  TX/COLLIN
 DN1176  USGS QUAD   -  CELINA (1960)
 DN1176
 DN1176                         *CURRENT SURVEY CONTROL
 DN1176  ___________________________________________________________________
 DN1176* NAD 83(1993)-  33 21 51.49617(N)    096 45 24.94290(W)     ADJUSTED  
 DN1176* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 DN1176  ___________________________________________________________________
 DN1176  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DN1176  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN1176
 DN1176  HORZ ORDER  -  THIRD
 DN1176
 DN1176.The horizontal coordinates were established by classical geodetic methods
 DN1176.and adjusted by the National Geodetic Survey in February 1996..
 DN1176
 DN1176.The orthometric height was scaled from a topographic map.
 DN1176
 DN1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1176
 DN1176.The geoid height was determined by GEOID03.
 DN1176
 DN1176;                    North         East     Units Scale Factor Converg.
 DN1176;SPC TXNC     - 2,189,597.733   762,197.191   MT  0.99988746   +0 57 02.4
 DN1176;SPC TXNC     - 7,183,705.23  2,500,641.95   sFT  0.99988746   +0 57 02.4
 DN1176;UTM  14      - 3,693,922.286   708,694.249   MT  1.00013700   +1 14 02.6
 DN1176
 DN1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1176!SPC TXNC     -   0.99996616  x   0.99988746  =   0.99985362
 DN1176!UTM  14      -   0.99996616  x   1.00013700  =   1.00010315
 DN1176
 DN1176|---------------------------------------------------------------------|
 DN1176| PID    Reference Object                     Distance      Geod. Az  |
 DN1176|                                                           dddmmss.s |
 DN1176| CX9531 ALLA RM 1                            12.716 METERS 07048     |
 DN1176| CX9530 ALLA AZ MK                                         0893306.9 |
 DN1176| CX9532 ALLA RM 2                            10.389 METERS 19446     |
 DN1176| DN1177 CELINA MUNICIPAL TANK               APPROX. 5.4 KM 2081508.6 |
 DN1176|---------------------------------------------------------------------|
 DN1176
 DN1176                          SUPERSEDED SURVEY CONTROL
 DN1176
 DN1176  NAD 83(1993)-  33 21 51.49751(N)    096 45 24.93833(W) AD(       ) 3
 DN1176  NAD 83(1986)-  33 21 51.50148(N)    096 45 24.93164(W) AD(       ) 3
 DN1176  NAD 27      -  33 21 51.09270(N)    096 45 23.94080(W) AD(       ) 3
 DN1176
 DN1176.Superseded values are not recommended for survey control.
 DN1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1176.See file dsdata.txt to determine how the superseded data were derived.
 DN1176
 DN1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0869493922(NAD 83)
 DN1176_MARKER: DS = TRIANGULATION STATION DISK
 DN1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1176
 DN1176  HISTORY     - Date     Condition        Report By
 DN1176  HISTORY     - 1957     MONUMENTED       CGS
 DN1176  HISTORY     - 1958     GOOD             CGS
 DN1176  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN1176
 DN1176                          STATION DESCRIPTION
 DN1176
 DN1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1176'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH OF GUNTER, ABOUT
 DN1176'3.3 MILES NORTH EAST OF CELINA AND ABOUT 0.5 MILE EAST OF
 DN1176'THE ALLA SCHOOL.  IT IS SITUATED 42 FEET SOUTH OF THE CENTER
 DN1176'OF A GRAVELED ROAD, 42 FEET WEST SOUTHWEST OF A TELEPHONE
 DN1176'POLE, 33 FEET NORTH-NORTHWEST OF A TELEPHONE POLE AND 30
 DN1176'FEET EAST OF THE CENTER OF A GRAVELED ROAD.  THE MARK IS
 DN1176'FLUSH WITH THE GROUND AND IS STAMPED ALLA 1957.
 DN1176'
 DN1176'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE CENTER OF A
 DN1176'GRAVELED ROAD AND 1 FOOT WEST-SOUTHWEST OF A TELEPHONE POLE.
 DN1176'IT IS FLUSH WITH THE GROUND AND IS STAMPED ALLA NO. 1 1957.
 DN1176'
 DN1176'REFERENCE MARK NO. 2 IS 22 FEET EAST OF THE CENTER OF A
 DN1176'GRAVELED ROAD AND 2 FEET NORTH EAST OF A TELEPHONE POLE.
 DN1176'IT PROJECTS 2 INCHES AND IS STAMPED ALLA NO 2 1957.
 DN1176'
 DN1176'THE AZIMUTH MARK IS LOCATED 25 FEET SOUTH OF THE CENTER OF
 DN1176'A GRAVELED ROAD AND 1 FOOT WEST OF A WHITE WITNESS POST.
 DN1176'THE MARK PROJECTS 2 INCHES AND IS STAMPED ALLA 1957.
 DN1176'
 DN1176'TO REACH FROM THE POST OFFICE IN GUNTER, GO EAST ON FARM
 DN1176'ROAD NO. 121 FOR 0.25 MILE TO THE JUNCTION OF STATE ROUTE
 DN1176'NO. 289.  TURN RIGHT ON ROUTE NO. 289 AND GO SOUTHERLY FOR
 DN1176'5.2 MILES TO WHERE HIGHWAY TURNS TO THE RIGHT AND A GRAVELED
 DN1176'ROAD CONTINUES STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON
 DN1176'THE GRAVELED ROAD FOR 0.3 MILE TO A 3 WAY FORK, TAKE CENTER
 DN1176'FORK, PASSING TO THE LEFT OF THE ALLA SCHOOL AND GO SOUTHERLY
 DN1176'FOR 0.55 MILE TO A T-JUNCTION, TURN LEFT AND GO EASTERLY
 DN1176'FOR 0.25 MILE TO A T-ROAD RIGHT AND THE STATION ON THE
 DN1176'RIGHT AS DESCRIBED.  CONTINUE EASTERLY FOR 0.3 MILE TO THE
 DN1176'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DN1176
 DN1176                          STATION RECOVERY (1958)
 DN1176
 DN1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1176'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1176'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1176'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1176
 DN1176                          STATION RECOVERY (1994)
 DN1176
 DN1176'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0521 ***********************************************************************
 CD0521  FBN         -  This is a Federal Base Network Control Station.
 CD0521  DESIGNATION -  ALLAMORE
 CD0521  PID         -  CD0521
 CD0521  STATE/COUNTY-  TX/HUDSPETH
 CD0521  USGS QUAD   -  ALLAMOORE (1964)
 CD0521
 CD0521                         *CURRENT SURVEY CONTROL
 CD0521  ___________________________________________________________________
 CD0521* NAD 83(1993)-  31 04 39.69154(N)    105 00 10.34806(W)     ADJUSTED  
 CD0521* NAVD 88     -      1387.688  (meters)    4552.77   (feet)  ADJUSTED  
 CD0521  ___________________________________________________________________
 CD0521  X           -  -1,415,673.584 (meters)                     COMP
 CD0521  Y           -  -5,282,305.701 (meters)                     COMP
 CD0521  Z           -   3,273,978.504 (meters)                     COMP
 CD0521  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 CD0521  ELLIP HEIGHT-        1364.95  (meters)          (05/01/00) GPS OBS
 CD0521  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0521  DYNAMIC HT  -        1385.477 (meters)    4545.52  (feet)  COMP
 CD0521  MODELED GRAV-     978,998.4   (mgal)                       NAVD 88
 CD0521
 CD0521  HORZ ORDER  -  A
 CD0521  VERT ORDER  -  FIRST     CLASS II
 CD0521  ELLP ORDER  -  THIRD     CLASS I
 CD0521
 CD0521.The horizontal coordinates were established by GPS observations
 CD0521.and adjusted by the National Geodetic Survey in May 1997..
 CD0521
 CD0521.The orthometric height was determined by differential leveling
 CD0521.and adjusted by the National Geodetic Survey in June 1991..
 CD0521.WARNING-GPS observations at this control monument resulted in a GPS
 CD0521.derived orthometric height which differed from the leveled height by
 CD0521.more than one decimeter (0.1 meter).
 CD0521
 CD0521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CD0521
 CD0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0521
 CD0521.The ellipsoidal height was determined by GPS observations
 CD0521.and is referenced to NAD 83.
 CD0521
 CD0521.The geoid height was determined by GEOID03.
 CD0521
 CD0521.The dynamic height is computed by dividing the NAVD 88
 CD0521.geopotential number by the normal gravity value computed on the
 CD0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0521.degrees latitude (g = 980.6199 gals.).
 CD0521
 CD0521.The modeled gravity was interpolated from observed gravity values.
 CD0521
 CD0521;                    North         East     Units Scale Factor Converg.
 CD0521;SPC TX C     - 3,165,769.235   254,584.024   MT  0.99988263   -2 24 18.3
 CD0521;SPC TX C     -10,386,361.23    835,247.75   sFT  0.99988263   -2 24 18.3
 CD0521;UTM  13      - 3,438,212.225   499,725.809   MT  0.99960000   -0 00 05.3
 CD0521
 CD0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0521!SPC TX C     -   0.99978570  x   0.99988263  =   0.99966836
 CD0521!UTM  13      -   0.99978570  x   0.99960000  =   0.99938579
 CD0521
 CD0521:                Primary Azimuth Mark                     Grid Az
 CD0521:SPC TX C     -  ALLAMORE AZ MK                           087 25 06.1
 CD0521:UTM  13      -  ALLAMORE AZ MK                           085 00 53.1
 CD0521
 CD0521|---------------------------------------------------------------------|
 CD0521| PID    Reference Object                     Distance      Geod. Az  |
 CD0521|                                                           dddmmss.s |
 CD0521| CH7833 ALLAMORE AZ MK                                     0850047.8 |
 CD0521| CD0520 ALLAMORE RM 1 NE BOLT OF SE FOOTING   4.591 METERS 20925     |
 CD0521| CD0523 ALLAMORE RM                           7.492 METERS 29725     |
 CD0521| CD0522 ALLAMORE RM 2 SE BOLT OF NE FOOTING   1.688 METERS 33642     |
 CD0521|---------------------------------------------------------------------|
 CD0521
 CD0521                          SUPERSEDED SURVEY CONTROL
 CD0521
 CD0521  ELLIP H (05/12/97) 1365.06   (m)                       GP(       ) 1 1
 CD0521  NAD 83(1993)-  31 04 39.69168(N)    105 00 10.34739(W) AD(       ) A
 CD0521  ELLIP H (01/13/94) 1365.03   (m)                       GP(       ) 1 1
 CD0521  ELLIP H (12/21/93) 1365.14   (m)                       GP(       ) 4 1
 CD0521  NAD 83(1986)-  31 04 39.68437(N)    105 00 10.35994(W) AD(       ) 2
 CD0521  NAD 27      -  31 04 39.20100(N)    105 00 08.56200(W) AD(       ) 2
 CD0521  NAVD 88 (01/13/94) 1387.69   (m)         4552.8    (f) LEVELING    3  
 CD0521  NGVD 29 (??/??/92) 1387.118  (m)         4550.90   (f) ADJ UNCH    1 2
 CD0521
 CD0521.Superseded values are not recommended for survey control.
 CD0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0521.See file dsdata.txt to determine how the superseded data were derived.
 CD0521
 CD0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ9972638212(NAD 83)
 CD0521_MARKER: DS = TRIANGULATION STATION DISK
 CD0521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0521_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0521_STAMPING: ALLAMORE 1909 ELEV 4550.903 FT
 CD0521_MARK LOGO: CGS   
 CD0521_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0521_MAGNETIC: I = MARKER IS A STEEL ROD
 CD0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CD0521+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1998
 CD0521_ROD/PIPE-DEPTH: 0.6  meters
 CD0521
 CD0521  HISTORY     - Date     Condition        Report By
 CD0521  HISTORY     - 1909     MONUMENTED       CGS
 CD0521  HISTORY     - 1931     GOOD             CGS
 CD0521  HISTORY     - 1937     GOOD             CGS
 CD0521  HISTORY     - 1956     GOOD             CGS
 CD0521  HISTORY     - 1956     GOOD             NGS
 CD0521  HISTORY     - 1962     GOOD             MOBIL
 CD0521  HISTORY     - 1963     GOOD             USGS
 CD0521  HISTORY     - 1981     GOOD             NGS
 CD0521  HISTORY     - 1981     GOOD             NGS
 CD0521  HISTORY     - 19890214 GOOD             NGS
 CD0521  HISTORY     - 19930222 GOOD             NGS
 CD0521  HISTORY     - 19980225 GOOD             NGS
 CD0521
 CD0521                          STATION DESCRIPTION
 CD0521
 CD0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CD0521'NEAR A WATER TANK ON THE N SIDE OF THE TEXAS AND PACIFIC
 CD0521'RAILWAY TRACK ABOUT 2 MILES W OF THE ALLAMOORE SECTION
 CD0521'HOUSE.
 CD0521'
 CD0521'STATION WAS MARKED BY A CAP STATION MARK SCREWED TO TOP OF 3-INCH
 CD0521'IRON PIPE, 2 FEET LONG, WHICH WAS ANCHORED BY MEANS OF AN IRON
 CD0521'ROD THROUGH A HORIZONTAL HOLE NEAR BOTTOM OF PIPE.  THE CENTER
 CD0521'OF THE WATER TANK IS 8.79 METERS (28.8 FEET) FROM THE STATION,
 CD0521'S 22 DEG 49 MIN E.  THE N RAIL OF THE TRACK IS 12.49
 CD0521'METERS (41.0 FEET) S OF THE STATION, AND THE RAILWAY FENCE LINE
 CD0521'IS 1.56 METERS (5.1 FEET) N.
 CD0521
 CD0521                          STATION RECOVERY (1937)
 CD0521
 CD0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CD0521'STATION RECOVERED, MARK IN GOOD CONDITION.  STANDARD REFERENCE MARK,
 CD0521'2 NATURAL REFERENCE MARKS, AND AZIMUTH MARK ESTABLISHED.
 CD0521'REVISED DESCRIPTION AS FOLLOWS--
 CD0521'
 CD0521'AT THE VILLAGE OF ALLAMORE, ON U.S. HIGHWAY 80 AND TEXAS AND
 CD0521'PACIFIC RAILWAY, ABOUT 11 MILES W OF VAN HORN.  STATION IS ON
 CD0521'N SIDE OF TRACKS, 12.5 METERS N OF N RAIL OF MAIN LINE, AND
 CD0521'69 PACES E OF E END OF RAILROAD STATION.  THE TANKS IN
 CD0521'PREVIOUS DESCRIPTIONS HAVE BEEN REMOVED, LEAVING ONLY THE
 CD0521'FOOTINGS.  THE STATION IS NEAR E END OF SMALL DEPOT PARK, AND
 CD0521'W OF SECTION FOREMANS HOUSE.
 CD0521'
 CD0521'MARK IS A BRONZE CAP ON A 3-INCH IRON PIPE PROJECTING ABOUT
 CD0521'4 INCHES ABOVE GROUND.  STAMPED ALLAMORE 1909.
 CD0521'
 CD0521'REFERENCE MARK (1937) IS A STANDARD DISK SET NEAR CENTER OF THE
 CD0521'NW CONCRETE FOUNDATION OF WATER TANK WHICH HAS BEEN REMOVED.
 CD0521'IT IS MIDWAY BETWEEN TWO LARGE ANCHOR BOLTS.  STAMPED ALLAMORE
 CD0521'1909-1936.
 CD0521'
 CD0521'ADDITIONAL REFERENCE MARK, CENTER OF 1 1/2-INCH ANCHOR BOLT
 CD0521'PROJECTING 4 INCHES FROM CONCRETE FOUNDATION.  MARK IS NE BOLT
 CD0521'IN SE FOOTING, AND HAS A CHISELED TRIANGLE AROUND IT.
 CD0521'
 CD0521'ADDITIONAL REFERENCE MARK, CENTER OF SE BOLT IN NE FOOTING,
 CD0521'SIMILAR TO ABOVE, AND WITH CHISELED TRIANGLE ABOUT IT.
 CD0521'
 CD0521'AZIMUTH MARK IS STANDARD DISK STAMPED ALLAMORE 1909-1937, SET
 CD0521'IN EXPOSED BEDROCK ON WESTERLY END OF A RIDGE 1 MILE E OF
 CD0521'ALLAMORE.  IT IS ABOUT 15 PACES E OF VERTICAL LEDGE ROCK IN
 CD0521'SMOOTH ROCK FLUSH WITH SURFACE OF GROUND.  IT CAN BE REACHED
 CD0521'FROM ALLAMORE BY OLD TRAIL N OF E FROM SCHOOLHOUSE 1.1 MILES,
 CD0521'THENCE S 200 YARDS TO BASE OF RIDGE, THENCE CLIMB RIDGE ABOUT
 CD0521'150 YARDS TO MARK.  LINE OF SIGHT FROM STATION TO AZIMUTH MARK
 CD0521'PASSES BETWEEN SECTION FOREMANS HOUSE AND AN ADOBE GARAGE.
 CD0521
 CD0521                          STATION RECOVERY (1956)
 CD0521
 CD0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RFL)
 CD0521'STATION IS AT ALLAMORE, 113 FT. W OF THE SECTION FOREMANS
 CD0521'HOUSE, 56.5 FT. W OF A POWER POLE, 40.6 FT. N OF THE N RAIL OF
 CD0521'THE TEXAS AND PACIFIC RAILROAD, A TRIANGULATION-STATION CAP,
 CD0521'SCREWED ON THE TOP OF A 3-1/2-IN. IRON PIPE WHICH PROJECTS
 CD0521'0.3 FT. ABOVE THE GROUND, AND STAMPED ALLAMORE 1909 ELEV 4550.903
 CD0521'FT.
 CD0521'
 CD0521'REFERENCE MARK 1 (BOLT) IS 15 FT. SW OF THE TRIANGULATION
 CD0521'STATION, 116 FT. W OF THE SECTION FOREMANS HOUSE, 26 FT. N OF
 CD0521'THE N RAIL OF THE MAIN TRACK, 1.6 FT. ABOVE THE GROUND, THE
 CD0521'TOP OF A 1-1/2-IN. IRON BOLT, WHICH IS SET IN THE TOP OF THE SE
 CD0521'CONCRETE FOOTING OF AN OLD WATER TANK WHICH HAS BEEN REMOVED, THE
 CD0521'MORE NE ONE OF TWO BOLTS, SURROUNDED BY A TRIANGLE WHICH IS
 CD0521'CHIPPED IN THE FOOTING.
 CD0521'
 CD0521'REFERENCE MARK 1909 1937 IS 24.5 FT. NW OF THE TRIANGULATION
 CD0521'STATION, 136.7 FT. W OF THE SW CORNER OF THE SECTION FOREMANS
 CD0521'HOUSE, 45.8 FT. N OF THE N RAIL OF THE MAIN TRACK, FLUSH WITH
 CD0521'THE GROUND, A REFERENCE-MARK DISK, SET IN THE TOP OF THE
 CD0521'CENTER OF THE NW CONCRETE FOOTING OF AN OLD WATER TANK WHICH
 CD0521'HAS BEEN REMOVED, AND STAMPED ALLAMORE 1909 1937.
 CD0521'
 CD0521'REFERENCE MARK 2 (BOLT) IS 5.5 FT. NW OF THE TRIANGULATION
 CD0521'STATION, 116 FT. W OF THE SW CORNER OF THE SECTION FOREMANS
 CD0521'HOUSE, 44.8 FT. N OF THE N RAIL OF THE MAIN TRACK, 1.4 FT.
 CD0521'ABOVE THE GROUND, THE TOP OF A 3-1/2-IN. IRON BOLT, WHICH IS
 CD0521'SET IN THE TOP OF THE NE CONCRETE FOOTING OF AN OLD WATER TANK
 CD0521'WHICH HAS BEEN REMOVED, THE MORE SE ONE OF TWO BOLTS, AND
 CD0521'SURROUNDED BY A TRIANGLE WHICH IS CHIPPED IN THE FOOTING.
 CD0521
 CD0521                          STATION RECOVERY (1956)
 CD0521
 CD0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CD0521'IN ALLAMORE.
 CD0521'AT ALLAMORE, 113 FEET WEST OF THE SECTION FOREMANS HOUSE, 56.5 FEET
 CD0521'WEST OF A POWER POLE, 40.6 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 CD0521'TRACK OF THE TEXAS AND PACIFIC RAILROAD, 24.5 FEET SOUTHEAST OF
 CD0521'ALLAMORE R.M., 15.5 FEET NORTHEAST OF ALLAMORE R.M. 1 BOLT, 5.5 FEET
 CD0521'SOUTHEAST OF ALLAMORE R.M. 2 BOLT, SCREWED ON THE TOP OF A 3 1/2 INCH
 CD0521'IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CD0521
 CD0521                          STATION RECOVERY (1962)
 CD0521
 CD0521'RECOVERY NOTE BY MOBIL OIL CORPORATION 1962 (CGH)
 CD0521'STATION FOUND IN GOOD CONDITION.
 CD0521
 CD0521                          STATION RECOVERY (1963)
 CD0521
 CD0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (CHS)
 CD0521'STATION MARK--STANDARD NGS TRIANGULATION STATION CAP, STAMPED
 CD0521'-ALLAMORE 1909-, SCREWED ON THE TOP OF A 3-1/2 INCH IRON PIPE WHICH
 CD0521'PROJECT 0.3 FT. ABOVE GROUND.
 CD0521
 CD0521                          STATION RECOVERY (1981)
 CD0521
 CD0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0521'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CD0521'17.4 KM (10.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0521'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.35 MI)
 CD0521'NORTH ALONG A PAVED ROAD TURNING TO GRAVELED, THENCE 0.1 KM (0.05 MI)
 CD0521'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, 0.1 KM (0.05 MI)
 CD0521'SOUTHEAST OF A GRAVELED CROSSROAD, 17.2 METERS (56.5 FT) WEST OF A
 CD0521'UTILITY POLE, 12.4 METERS (40.6 FT) NORTH-NORTHEAST OF THE NEAR RAIL,
 CD0521'7.5 METERS (24.5 FT) SOUTHEAST OF ALLAMORE RM AND 1.7 METERS (5.5 FT)
 CD0521'SOUTHEAST OF ALLAMORE RM 2 BOLT.
 CD0521'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0521
 CD0521                          STATION RECOVERY (1981)
 CD0521
 CD0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0521'RECOVERED IN GOOD CONDITION.
 CD0521
 CD0521                          STATION RECOVERY (1989)
 CD0521
 CD0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CD0521'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) WEST OF VAN HORN, 0.85
 CD0521'KM (0.55 MI) NORTH OF INTERSTATE HIGHWAY 10, AND ON THE RAILROAD
 CD0521'RIGHT-OF-WAY AT THE COMMUNITY OF ALLAMOORE.
 CD0521'OWNERSHIP--MISSOURI-PACIFIC RAILROAD.
 CD0521'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CD0521'U.S. HIGHWAY 90 AT VAN HORN, GO WEST ON INTERSTATE HIGHWAY 10 FOR
 CD0521'17.57 KM (10.90 MI) TO EXIT 129.  GO NORTH ON A GRAVELED ROAD FOR 0.70
 CD0521'KM (0.45 MI) TO A T-ROAD AT A RAILROAD TRACK.  TURN LEFT AND GO WEST
 CD0521'FOR 0.10 KM (0.05 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR
 CD0521'ABOUT 50 METERS TO RAILROAD TRACKS.  CROSS TRACKS, TURN RIGHT AND GO
 CD0521'EAST ON A FIRE LANE ALONG THE TRACKS FOR 0.09 KM (0.05 MI) TO THE
 CD0521'STATION ON THE LEFT.  NOTE=IF RAIL CARS ARE IN THIS AREA, THERE IS
 CD0521'ANOTHER CROSSING 0.8 KM (0.50 MI) TO THE EAST.
 CD0521'THE STATION IS 87.0 M (285.4 FT) EAST-SOUTHEAST OF THE CENTER OF A
 CD0521'GRAVELED ROAD, 17.2 M (56.4 FT) WEST-NORTHWEST OF A UTILITY POLE, 12.4
 CD0521'M (40.7 FT) NORTH-NORTHEAST OF THE NORTH TRACK OF THE MAIN TRACK OF
 CD0521'THE MISSOURI-PACIFIC RAILROAD, 4.5 M (14.8 FT) NORTHEAST OF A
 CD0521'REFERENCE BOLT, 1.7 M (5.6 FT) SOUTHEAST OF A REFERENCE BOLT, AND 0.3
 CD0521'M (1.0 FT) WEST OF A WITNESS POST.
 CD0521'DESCRIBED BY R.D.B.
 CD0521
 CD0521                          STATION RECOVERY (1993)
 CD0521
 CD0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CD0521'STATION IS LOCATED ABOUT 15 KM (9.30 MI) WEST OF VAN HORN, 0.8 KM
 CD0521'(0.50 MI) NORTH OF INTERSTATE HIGHWAY 10, 0.4 KM (0.25 MI) NORTHEAST
 CD0521'OF THE PIONEER TALC SMELTER, AT THE OLD ALLAMORE COMMUNITY, AT THE
 CD0521'CONCRETE FOOTINGS OF A NOW-REMOVED WATER TANK, ALONG THE RIGHT-OF-WAY
 CD0521'OF A RAILROAD TRACK.  OWNERSHIP--UNION PACIFIC RAILROAD.
 CD0521'TO REACH FROM THE OVERPASS AT THE ALLAMORE INTERCHANGE (EXIT 129) OF
 CD0521'INTERSTATE HIGHWAY 10, 17.4 KM (10.80 MI) ALONG THE HIGHWAY FROM ITS
 CD0521'JUNCTION WITH U.S. HIGHWAY 90 AT VAN HORN, GO NORTH ON THE PAVED THEN
 CD0521'GRAVEL ROAD FOR 0.70 KM (0.45 MI) TO A T-ROAD AT THE RAILROAD TRACKS.
 CD0521'TURN LEFT, WEST, ON ROAD FOR 0.08 KM (0.05 MI) TO A ROAD RIGHT. TURN
 CD0521'RIGHT, NORTH, ON ROAD FOR 0.08 KM (0.05 MI) TO THE NORTH SIDE OF THE
 CD0521'TRACKS.  TURN RIGHT, EAST, ALONGSIDE TRACKS FOR 0.08 KM (0.05 MI) TO
 CD0521'THE STATION ON THE LEFT.
 CD0521'STATION MARK IS A DISK ON AN 8 CM METAL PIPE PROJECTING 8 CM ABOVE
 CD0521'GROUND ON THE EAST SIDE OF THE OLD WATER TANK RISER FOOTING.  IT IS
 CD0521'12.4 M (40.7 FT) NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 17.1 M
 CD0521'(56.1 FT) WEST-NORTHWEST OF A UTILITY POLE WITH LINE LEADING TO A
 CD0521'HOUSE, 80.4 M (263.8 FT) EAST OF A ROAD CENTER, 0.4 M (1.3 FT) WEST
 CD0521'OF A METAL WITNESS POST, 3.3 M (10.8 FT) EAST-NORTHEAST OF THE
 CD0521'NORTHEAST CORNER OF THE RISER FOOTING, 1.5 M (4.9 FT) SOUTHEAST OF
 CD0521'THE EAST CORNER OF THE NORTHEAST LEG FOOTING AND 4.2 M (13.8 FT)
 CD0521'NORTH-NORTHEAST OF THE NORTH CORNER OF THE SOUTHEAST LEG FOOTING.
 CD0521
 CD0521                          STATION RECOVERY (1998)
 CD0521
 CD0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CD0521'RECOVERED AS DESCRIBED.  BY R.G. HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1019 ***********************************************************************
 CD1019  DESIGNATION -  ALLAMORE LATITUDE STA
 CD1019  PID         -  CD1019
 CD1019  STATE/COUNTY-  TX/HUDSPETH
 CD1019  USGS QUAD   -  ALLAMOORE (1964)
 CD1019
 CD1019                         *CURRENT SURVEY CONTROL
 CD1019  ___________________________________________________________________
 CD1019* NAD 83(1993)-  31 04 39.93253(N)    105 00 09.93001(W)     ADJUSTED  
 CD1019* NAVD 88     -                                                        
 CD1019  ___________________________________________________________________
 CD1019  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 CD1019  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD1019
 CD1019  HORZ ORDER  -  THIRD
 CD1019
 CD1019.The horizontal coordinates were established by classical geodetic methods
 CD1019.and adjusted by the National Geodetic Survey in February 1996..
 CD1019
 CD1019
 CD1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1019
 CD1019.The geoid height was determined by GEOID03.
 CD1019
 CD1019;                    North         East     Units Scale Factor Converg.
 CD1019;SPC TX C     - 3,165,776.184   254,595.406   MT  0.99988263   -2 24 18.1
 CD1019;SPC TX C     -10,386,384.03    835,285.09   sFT  0.99988263   -2 24 18.1
 CD1019;UTM  13      - 3,438,219.643   499,736.886   MT  0.99960000   -0 00 05.1
 CD1019
 CD1019                          SUPERSEDED SURVEY CONTROL
 CD1019
 CD1019  NAD 83(1986)-  31 04 39.92521(N)    105 00 09.94256(W) AD(       ) 4
 CD1019  NAD 27      -  31 04 39.47000(N)    105 00 08.17000(W) AD(       ) 3
 CD1019
 CD1019.Superseded values are not recommended for survey control.
 CD1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1019.See file dsdata.txt to determine how the superseded data were derived.
 CD1019
 CD1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ9973738220(NAD 83)
 CD1019_MARKER: Z = SEE DESCRIPTION
 CD1019_SETTING: 0 = UNSPECIFIED SETTING
 CD1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD1019
 CD1019  HISTORY     - Date     Condition        Report By
 CD1019  HISTORY     - 1914     MONUMENTED       CGS
 CD1019
 CD1019                          STATION DESCRIPTION
 CD1019
 CD1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (CVH)
 CD1019'STATION DISTANT 13.32 METERS (43.7 FEET) N 51 DEG 31 MIN E
 CD1019'FROM STATION ALLAMORE.  MARKING NOT RECORDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0523 ***********************************************************************
 CD0523  DESIGNATION -  ALLAMORE RM
 CD0523  PID         -  CD0523
 CD0523  STATE/COUNTY-  TX/HUDSPETH
 CD0523  USGS QUAD   -  ALLAMOORE (1964)
 CD0523
 CD0523                         *CURRENT SURVEY CONTROL
 CD0523  ___________________________________________________________________
 CD0523* NAD 83(1986)-  31 04 39.     (N)    105 00 10.     (W)     SCALED    
 CD0523* NAVD 88     -      1387.851  (meters)    4553.31   (feet)  ADJUSTED  
 CD0523  ___________________________________________________________________
 CD0523  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0523  DYNAMIC HT  -        1385.640 (meters)    4546.05  (feet)  COMP
 CD0523  MODELED GRAV-     978,998.4   (mgal)                       NAVD 88
 CD0523
 CD0523  VERT ORDER  -  FIRST     CLASS II
 CD0523
 CD0523.The horizontal coordinates were scaled from a topographic map and have
 CD0523.an estimated accuracy of +/- 6 seconds.
 CD0523
 CD0523.The orthometric height was determined by differential leveling
 CD0523.and adjusted by the National Geodetic Survey in June 1991..
 CD0523
 CD0523.The geoid height was determined by GEOID03.
 CD0523
 CD0523.The dynamic height is computed by dividing the NAVD 88
 CD0523.geopotential number by the normal gravity value computed on the
 CD0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0523.degrees latitude (g = 980.6199 gals.).
 CD0523
 CD0523.The modeled gravity was interpolated from observed gravity values.
 CD0523
 CD0523;                    North         East    Units  Estimated Accuracy
 CD0523;SPC TX C     - 3,165,750.      254,590.      MT  (+/- 180 meters Scaled)
 CD0523
 CD0523                          SUPERSEDED SURVEY CONTROL
 CD0523
 CD0523  NGVD 29 (??/??/92) 1387.278  (m)         4551.43   (f) ADJ UNCH    1 2
 CD0523
 CD0523.Superseded values are not recommended for survey control.
 CD0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0523.See file dsdata.txt to determine how the superseded data were derived.
 CD0523
 CD0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ997381(NAD 83)
 CD0523_MARKER: DR = REFERENCE MARK DISK
 CD0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0523_SP_SET: FOOTING
 CD0523_STAMPING: ALLAMORE 1909 1937
 CD0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0523
 CD0523  HISTORY     - Date     Condition        Report By
 CD0523  HISTORY     - 1937     MONUMENTED       CGS
 CD0523  HISTORY     - 1956     GOOD             NGS
 CD0523  HISTORY     - 1981     GOOD             NGS
 CD0523
 CD0523                          STATION DESCRIPTION
 CD0523
 CD0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0523'IN ALLAMORE.
 CD0523'AT ALLAMORE, 136.7 FEET WEST OF THE SOUTHWEST CORNER OF THE SECTION
 CD0523'FOREMANS HOUSE, 45.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF
 CD0523'THE TEXAS AND PACIFIC RAILROAD, 24.5 FEET NORTHWEST OF TRIANGULATION
 CD0523'STATION ALLAMORE, FLUSH WITH THE GROUND, SET IN THE TOP OF THE CENTER
 CD0523'OF THE NORTHWEST CONCRETE FOOTING OF AN OLD WATER TANK WHICH HAS BEEN
 CD0523'REMOVED.
 CD0523
 CD0523                          STATION RECOVERY (1981)
 CD0523
 CD0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0523'17.4 KM (10.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0523'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.35 MI)
 CD0523'NORTH ALONG A PAVED ROAD TURNING TO GRAVELED, THENCE 0.1 KM (0.05 MI)
 CD0523'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, 0.1 KM (0.05 MI)
 CD0523'SOUTHEAST OF A GRAVELED ROAD CROSSING, IN THE TOP CENTER OF THE
 CD0523'NORTHWEST CONCRETE FOUNDATION OF AN ABANDONED WATER TOWER, 21.6
 CD0523'METERS (71.0 FT) WEST OF A UTILITY POLE, 14.0 METERS (45.8 FT)
 CD0523'NORTH OF THE NEAR RAIL AND 7.5 METERS (24.5 FT) NORTHWEST OF
 CD0523'TRIANGULATION STATION ALLAMORE.
 CD0523'THE MARK IS 7.8 METERS  WNW FROM A WITNESS POST.
 CD0523'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0520 ***********************************************************************
 CD0520  DESIGNATION -  ALLAMORE RM 1 NE BOLT OF SE FOOTING
 CD0520  PID         -  CD0520
 CD0520  STATE/COUNTY-  TX/HUDSPETH
 CD0520  USGS QUAD   -  ALLAMOORE (1964)
 CD0520
 CD0520                         *CURRENT SURVEY CONTROL
 CD0520  ___________________________________________________________________
 CD0520* NAD 83(1986)-  31 04 39.     (N)    105 00 10.     (W)     SCALED    
 CD0520* NAVD 88     -      1387.966  (meters)    4553.69   (feet)  ADJUSTED  
 CD0520  ___________________________________________________________________
 CD0520  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0520  DYNAMIC HT  -        1385.754 (meters)    4546.43  (feet)  COMP
 CD0520  MODELED GRAV-     978,998.6   (mgal)                       NAVD 88
 CD0520
 CD0520  VERT ORDER  -  FIRST     CLASS II
 CD0520
 CD0520.The horizontal coordinates were scaled from a topographic map and have
 CD0520.an estimated accuracy of +/- 6 seconds.
 CD0520
 CD0520.The orthometric height was determined by differential leveling
 CD0520.and adjusted by the National Geodetic Survey in June 1991..
 CD0520
 CD0520.The geoid height was determined by GEOID03.
 CD0520
 CD0520.The dynamic height is computed by dividing the NAVD 88
 CD0520.geopotential number by the normal gravity value computed on the
 CD0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0520.degrees latitude (g = 980.6199 gals.).
 CD0520
 CD0520.The modeled gravity was interpolated from observed gravity values.
 CD0520
 CD0520;                    North         East    Units  Estimated Accuracy
 CD0520;SPC TX C     - 3,165,750.      254,590.      MT  (+/- 180 meters Scaled)
 CD0520
 CD0520                          SUPERSEDED SURVEY CONTROL
 CD0520
 CD0520.No superseded survey control is available for this station.
 CD0520
 CD0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ997381(NAD 83)
 CD0520_MARKER: B = BOLT
 CD0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0520_SP_SET: CONCRETE FOOTING
 CD0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0520
 CD0520  HISTORY     - Date     Condition        Report By
 CD0520  HISTORY     - UNK      MONUMENTED       NGS
 CD0520  HISTORY     - 1956     GOOD             NGS
 CD0520  HISTORY     - 1981     GOOD             NGS
 CD0520
 CD0520                          STATION DESCRIPTION
 CD0520
 CD0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0520'IN ALLAMORE.
 CD0520'AT ALLAMORE, 116 FEET WEST OF THE SECTION FOREMANS HOUSE, 26 FEET
 CD0520'NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF THE TEXAS AND PACIFIC
 CD0520'RAILROAD, 15 FEET SOUTHWEST OF TRIANGULATION STATION ALLAMORE, 1.6
 CD0520'FEET ABOVE THE GROUND, SET IN THE TOP OF THE SOUTHEAST CONCRETE
 CD0520'FOOTING OF AN OLD WATER TANK WHICH HAS BEEN REMOVED, THE MOST
 CD0520'NORTHEASTERLY ONE OF TWO BOLTS, SURROUNDED BY A TRIANGLE WHICH IS
 CD0520'CHIPPED IN THE FOOTING.
 CD0520
 CD0520                          STATION RECOVERY (1981)
 CD0520
 CD0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0520'17.4 KM (10.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0520'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.35 MI)
 CD0520'NORTH ALONG A PAVED ROAD TURNING TO GRAVELED, THENCE 0.1 KM (0.05 MI)
 CD0520'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, 0.1 KM (0.05 MI)
 CD0520'SOUTHEAST OF A GRAVELED ROAD CROSSING, THE DATUM POINT IS THE TOP
 CD0520'OF THE NORTHEAST ONE OF TWO BOLTS IN THE SOUTHEAST CONCRETE FOUNDATION
 CD0520'OF AN ABANDONED WATER TOWER, THE BOLT IS SURROUNDED BY A TRIANGLE
 CD0520'ENSCRIBED IN THE CONCRETE, 17.2 METERS (56.4 FT) WEST-SOUTHWEST
 CD0520'OF A UTILITY POLE, 7.9 METERS (26.0 FT) NORTH OF THE NEAR RAIL AND
 CD0520'4.6 METERS (15.0 FT) SOUTH-SOUTHWEST OF TRIANGULATION
 CD0520'STATION ALLAMORE.
 CD0520'THE MARK IS 4.9 METERS  SSW FROM A WITNESS POST.
 CD0520'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0522 ***********************************************************************
 CD0522  DESIGNATION -  ALLAMORE RM 2 SE BOLT OF NE FOOTING
 CD0522  PID         -  CD0522
 CD0522  STATE/COUNTY-  TX/HUDSPETH
 CD0522  USGS QUAD   -  ALLAMOORE (1964)
 CD0522
 CD0522                         *CURRENT SURVEY CONTROL
 CD0522  ___________________________________________________________________
 CD0522* NAD 83(1986)-  31 04 39.     (N)    105 00 10.     (W)     SCALED    
 CD0522* NAVD 88     -      1387.957  (meters)    4553.66   (feet)  ADJUSTED  
 CD0522  ___________________________________________________________________
 CD0522  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0522  DYNAMIC HT  -        1385.746 (meters)    4546.40  (feet)  COMP
 CD0522  MODELED GRAV-     978,998.7   (mgal)                       NAVD 88
 CD0522
 CD0522  VERT ORDER  -  FIRST     CLASS II
 CD0522
 CD0522.The horizontal coordinates were scaled from a topographic map and have
 CD0522.an estimated accuracy of +/- 6 seconds.
 CD0522
 CD0522.The orthometric height was determined by differential leveling
 CD0522.and adjusted by the National Geodetic Survey in June 1991..
 CD0522
 CD0522.The geoid height was determined by GEOID03.
 CD0522
 CD0522.The dynamic height is computed by dividing the NAVD 88
 CD0522.geopotential number by the normal gravity value computed on the
 CD0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0522.degrees latitude (g = 980.6199 gals.).
 CD0522
 CD0522.The modeled gravity was interpolated from observed gravity values.
 CD0522
 CD0522;                    North         East    Units  Estimated Accuracy
 CD0522;SPC TX C     - 3,165,750.      254,590.      MT  (+/- 180 meters Scaled)
 CD0522
 CD0522                          SUPERSEDED SURVEY CONTROL
 CD0522
 CD0522.No superseded survey control is available for this station.
 CD0522
 CD0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ997381(NAD 83)
 CD0522_MARKER: B = BOLT
 CD0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0522_SP_SET: FOOTING
 CD0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0522
 CD0522  HISTORY     - Date     Condition        Report By
 CD0522  HISTORY     - UNK      MONUMENTED       NGS
 CD0522  HISTORY     - 1956     GOOD             NGS
 CD0522  HISTORY     - 1981     GOOD             NGS
 CD0522
 CD0522                          STATION DESCRIPTION
 CD0522
 CD0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0522'IN ALLAMORE.
 CD0522'AT ALLAMORE, 116 FEET WEST OF THE SOUTHWEST CORNER OF THE SECTION
 CD0522'FOREMANS HOUSE, 44.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF
 CD0522'THE TEXAS AND PACIFIC RAILROAD, 5.5 FEET NORTHWEST OF TRIANGULATION
 CD0522'STATION ALLAMORE, 1.4 FEET ABOVE THE GROUND, SET IN THE TOP OF THE
 CD0522'NORTHEAST CONCRETE FOOTING OF AN OLD WATER TANK WHICH HAS BEEN
 CD0522'REMOVED, THE MOST SOUTHEASTERLY ONE OF TWO BOLTS, SURROUNDED BY A
 CD0522'TRIANGLE CHIPPED IN THE FOOTING.
 CD0522
 CD0522                          STATION RECOVERY (1981)
 CD0522
 CD0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0522'17.4 KM (10.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0522'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.35 MI)
 CD0522'NORTH ALONG A PAVED ROAD TURNING TO GRAVELED, THENCE 0.1 KM (0.05 MI)
 CD0522'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, 0.1 KM (0.05 MI)
 CD0522'SOUTHEAST OF A GRAVELED ROAD CROSSING, THE DATUM POINT IS THE TOP
 CD0522'OF THE SOUTHEAST ONE OF TWO BOLTS OF THE NORTHEAST LEG OF AN ABANDONED
 CD0522'WATER TOWER, 18.9 METERS (62.0 FT) WEST OF A UTILITY POLE, 13.7
 CD0522'METERS (44.8 FT) NORTH-NORTHEAST OF THE NEAR RAIL, 5.8 METERS
 CD0522'(19.0 FT) SOUTHEAST OF ALLAMORE RM 1, AND 1.7 METERS (5.5 FT)
 CD0522'NORTHWEST OF TRIANGULATION STATION ALLAMORE.
 CD0522'THE MARK IS 2.0 METERS  SSW FROM A WITNESS POST.
 CD0522'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1020 ***********************************************************************
 CD1020  DESIGNATION -  ALLAMORE TANK
 CD1020  PID         -  CD1020
 CD1020  STATE/COUNTY-  TX/HUDSPETH
 CD1020  USGS QUAD   -  ALLAMOORE (1964)
 CD1020
 CD1020                         *CURRENT SURVEY CONTROL
 CD1020  ___________________________________________________________________
 CD1020* NAD 83(1993)-  31 04 39.42674(N)    105 00 10.22413(W)     ADJUSTED  
 CD1020* NAVD 88     -                                                        
 CD1020  ___________________________________________________________________
 CD1020  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 CD1020  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD1020
 CD1020  HORZ ORDER  -  THIRD
 CD1020
 CD1020.The horizontal coordinates were established by classical geodetic methods
 CD1020.and adjusted by the National Geodetic Survey in February 1996..
 CD1020
 CD1020
 CD1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1020
 CD1020.The geoid height was determined by GEOID03.
 CD1020
 CD1020;                    North         East     Units Scale Factor Converg.
 CD1020;SPC TX C     - 3,165,760.950   254,586.964   MT  0.99988262   -2 24 18.3
 CD1020;SPC TX C     -10,386,334.05    835,257.40   sFT  0.99988262   -2 24 18.3
 CD1020;UTM  13      - 3,438,204.073   499,729.093   MT  0.99960000   -0 00 05.3
 CD1020
 CD1020                          SUPERSEDED SURVEY CONTROL
 CD1020
 CD1020  NAD 83(1986)-  31 04 39.41938(N)    105 00 10.23676(W) AD(       ) 4
 CD1020  NAD 27      -  31 04 38.93000(N)    105 00 08.44400(W) AD(       ) 3
 CD1020
 CD1020.Superseded values are not recommended for survey control.
 CD1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1020.See file dsdata.txt to determine how the superseded data were derived.
 CD1020
 CD1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ9972938204(NAD 83)
 CD1020_MARKER: 51 = TANK
 CD1020
 CD1020  HISTORY     - Date     Condition        Report By
 CD1020  HISTORY     - 1909     FIRST OBSERVED   CGS
 CD1020
 CD1020                          STATION DESCRIPTION
 CD1020
 CD1020'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9214 ***********************************************************************
 AF9214  DESIGNATION -  ALLAN ET
 AF9214  PID         -  AF9214
 AF9214  STATE/COUNTY-  TX/DICKENS
 AF9214  USGS QUAD   -  MC ADOO (1966)
 AF9214
 AF9214                         *CURRENT SURVEY CONTROL
 AF9214  ___________________________________________________________________
 AF9214* NAD 83(1993)-  33 38 40.52346(N)    101 01 47.22630(W)     ADJUSTED  
 AF9214* NAVD 88     -       898.8    (meters)    2949.     (feet)  VERTCON   
 AF9214  ___________________________________________________________________
 AF9214  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AF9214  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AF9214
 AF9214  HORZ ORDER  -  THIRD
 AF9214
 AF9214.The horizontal coordinates were established by classical geodetic methods
 AF9214.and adjusted by the National Geodetic Survey in July 1998..
 AF9214
 AF9214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9214
 AF9214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9214
 AF9214.The geoid height was determined by GEOID03.
 AF9214
 AF9214;                    North         East     Units Scale Factor Converg.
 AF9214;SPC TXNC     - 2,222,161.891   365,357.536   MT  0.99992604   -1 22 47.0
 AF9214;SPC TXNC     - 7,290,542.80  1,198,677.18   sFT  0.99992604   -1 22 47.0
 AF9214;UTM  14      - 3,724,597.749   311,761.376   MT  1.00003685   -1 07 29.7
 AF9214
 AF9214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9214!SPC TXNC     -   0.99986297  x   0.99992604  =   0.99978902
 AF9214!UTM  14      -   0.99986297  x   1.00003685  =   0.99989982
 AF9214
 AF9214                          SUPERSEDED SURVEY CONTROL
 AF9214
 AF9214  NGVD 29 (07/17/98)  898.5    (m)         2948.     (f) VERT ANG       
 AF9214
 AF9214.Superseded values are not recommended for survey control.
 AF9214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9214.See file dsdata.txt to determine how the superseded data were derived.
 AF9214
 AF9214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC1176124598(NAD 83)
 AF9214_MARKER: DS = TRIANGULATION STATION DISK
 AF9214
 AF9214  HISTORY     - Date     Condition        Report By
 AF9214  HISTORY     - 1960     MONUMENTED       USGS
 AF9214
 AF9214                          STATION DESCRIPTION
 AF9214
 AF9214'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AF9214'STATION IS LOCATED 11.3 MI. W. OF DICKENS, TEXAS, AND 12.6 MI. E. OF
 AF9214'CROSBYTON, TEXAS, NEAR T-RD. JUNCTION.
 AF9214'STATION WAS REACHED FROM DICKENS BY GOING W. ON U.S. HIGHWAY 82 12.3
 AF9214'MI. TO T-RD. S., THENCE S. ON GRAVEL RD. 3.3 MI. TO T-RD. JUNCTION AND
 AF9214'STATION SITE.  STATION IS 55 FT. E. AND 20 FT. N. OF RD. JUNCTION, AND
 AF9214'2 FT. W. OF POWER POLE.
 AF9214'RECOVERED BY USGS IN 1965.
 AF9214'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.2 FT.
 AF9214'ABOVE GROUND, STAMPED---ALLAN-ET 1060---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6190 ***********************************************************************
 AW6190  DESIGNATION -  ALLEN
 AW6190  PID         -  AW6190
 AW6190  STATE/COUNTY-  TX/HARRIS
 AW6190  USGS QUAD   -  MORGANS POINT (1993)
 AW6190
 AW6190                         *CURRENT SURVEY CONTROL
 AW6190  ___________________________________________________________________
 AW6190* NAD 83(1993)-  29 41 15.25931(N)    094 56 08.90354(W)     ADJUSTED  
 AW6190* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6190  ___________________________________________________________________
 AW6190  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AW6190  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6190
 AW6190  HORZ ORDER  -  THIRD
 AW6190
 AW6190.The horizontal coordinates were established by classical geodetic methods
 AW6190.and adjusted by the National Geodetic Survey in February 1996..
 AW6190
 AW6190.The orthometric height was scaled from a topographic map.
 AW6190
 AW6190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6190
 AW6190.The geoid height was determined by GEOID03.
 AW6190
 AW6190;                    North         East     Units Scale Factor Converg.
 AW6190;SPC TXSC     - 4,212,333.179   993,235.879   MT  0.99988212   +1 59 28.0
 AW6190;SPC TXSC     -13,819,963.10  3,258,641.38   sFT  0.99988212   +1 59 28.0
 AW6190;UTM  15      - 3,285,734.111   312,695.599   MT  1.00003288   -0 57 32.5
 AW6190
 AW6190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6190!SPC TXSC     -   1.00000411  x   0.99988212  =   0.99988623
 AW6190!UTM  15      -   1.00000411  x   1.00003288  =   1.00003699
 AW6190
 AW6190                          SUPERSEDED SURVEY CONTROL
 AW6190
 AW6190  NAD 83(1986)-  29 41 15.27585(N)    094 56 08.88482(W) AD(       ) 3
 AW6190  NAD 27      -  29 41 14.45680(N)    094 56 08.15707(W) AD(       ) 3
 AW6190
 AW6190.Superseded values are not recommended for survey control.
 AW6190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6190.See file dsdata.txt to determine how the superseded data were derived.
 AW6190
 AW6190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1269685734(NAD 83)
 AW6190_MARKER: DD = SURVEY DISK
 AW6190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6190
 AW6190  HISTORY     - Date     Condition        Report By
 AW6190  HISTORY     - UNK      MONUMENTED
 AW6190  HISTORY     - 1911     GOOD             CGS
 AW6190  HISTORY     - 1930     GOOD             CGS
 AW6190
 AW6190                          STATION DESCRIPTION
 AW6190
 AW6190'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 AW6190'ON A BLUFF BANK OF THE UPPER PART OF GALVESTON BAY, ON THE E SIDE
 AW6190'OF THE ENTRANCE TO SAN JACINTO BAY, 4 METERS FROM THE EDGE OF THE
 AW6190'BLUFF NEAR WM. KNIGHTS FRONT FENCE, AND ABOUT 50 METERS S OF
 AW6190'ANOTHER FENCE THAT RUNS INTO THE BAY.
 AW6190'
 AW6190'THE STATION IS MARKED BY A U.S.E. STANDARD STATION MARK.
 AW6190
 AW6190                          STATION RECOVERY (1930)
 AW6190
 AW6190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6190'LOCATED ABOUT 1 MILE N OF ASH POINT, IN THE UPPER PART OF GALVESTON
 AW6190'BAY, 1-1/2 METERS E FROM THE EDGE OF A BLUFF BANK.  A WAGON TRAIL
 AW6190'PARALLELING THE SHORELINE RUNS 8 METERS E OF THE STATION.  STATION
 AW6190'IS 56 METERS, S 64 DEG E., FROM THE NW CORNER OF OLD FRAME
 AW6190'HOUSE.
 AW6190'
 AW6190'TWO BRONZE REFERENCE DISKS WERE ESTABLISHED.
 AW6190'
 AW6190'REFERENCE MARK 1 IS 20.23 METERS FROM STATION S 62 DEG 30 MIN E.
 AW6190'
 AW6190'REFERENCE MARK 2 IS 27.52 METERS FROM STATION N 12 DEG 30 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1963 ***********************************************************************
 AY1963  DESIGNATION -  ALLEN
 AY1963  PID         -  AY1963
 AY1963  STATE/COUNTY-  TX/BEXAR
 AY1963  USGS QUAD   -  CASTLE HILLS (1992)
 AY1963
 AY1963                         *CURRENT SURVEY CONTROL
 AY1963  ___________________________________________________________________
 AY1963* NAD 83(1993)-  29 37 14.61675(N)    098 37 03.75666(W)     ADJUSTED  
 AY1963* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 AY1963  ___________________________________________________________________
 AY1963  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 AY1963  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AY1963
 AY1963  HORZ ORDER  -  FIRST
 AY1963
 AY1963.The horizontal coordinates were established by classical geodetic methods
 AY1963.and adjusted by the National Geodetic Survey in February 1996..
 AY1963
 AY1963.The orthometric height was scaled from a topographic map.
 AY1963
 AY1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1963
 AY1963.The geoid height was determined by GEOID03.
 AY1963
 AY1963;                    North         East     Units Scale Factor Converg.
 AY1963;SPC TXSC     - 4,198,151.617   637,020.504   MT  0.99987564   +0 11 14.2
 AY1963;SPC TXSC     -13,773,435.76  2,089,958.10   sFT  0.99987564   +0 11 14.2
 AY1963;UTM  14      - 3,276,821.053   537,010.506   MT  0.99961690   +0 11 20.2
 AY1963
 AY1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1963!SPC TXSC     -   0.99993980  x   0.99987564  =   0.99981545
 AY1963!UTM  14      -   0.99993980  x   0.99961690  =   0.99955672
 AY1963
 AY1963:                Primary Azimuth Mark                     Grid Az
 AY1963:SPC TXSC     -  ALLEN AZ MK                              101 25 16.3
 AY1963:UTM  14      -  ALLEN AZ MK                              101 25 10.3
 AY1963
 AY1963|---------------------------------------------------------------------|
 AY1963| PID    Reference Object                     Distance      Geod. Az  |
 AY1963|                                                           dddmmss.s |
 AY1963| CV3621 ALLEN AZ MK                                        1013630.5 |
 AY1963| AY1962 SHAVANO PARK STANDPIPE              APPROX. 6.9 KM 1172507.8 |
 AY1963| CV3622 ALLEN RM 1                            8.894 METERS 24843     |
 AY1963| CV3623 ALLEN RM 2                            3.670 METERS 33401     |
 AY1963|---------------------------------------------------------------------|
 AY1963
 AY1963                          SUPERSEDED SURVEY CONTROL
 AY1963
 AY1963  NAD 83(1986)-  29 37 14.62128(N)    098 37 03.73975(W) AD(       ) 1
 AY1963  NAD 27      -  29 37 13.80700(N)    098 37 02.66500(W) AD(       ) 1
 AY1963
 AY1963.Superseded values are not recommended for survey control.
 AY1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1963.See file dsdata.txt to determine how the superseded data were derived.
 AY1963
 AY1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT3701176821(NAD 83)
 AY1963_MARKER: DS = TRIANGULATION STATION DISK
 AY1963_SETTING: 66 = SET IN ROCK OUTCROP
 AY1963
 AY1963  HISTORY     - Date     Condition        Report By
 AY1963  HISTORY     - 1943     MONUMENTED       CGS
 AY1963  HISTORY     - 1952     GOOD             CGS
 AY1963  HISTORY     - 1953     GOOD             CGS
 AY1963  HISTORY     - 1953     GOOD             CGS
 AY1963  HISTORY     - 1959     GOOD             CGS
 AY1963  HISTORY     - 1960     GOOD             CGS
 AY1963  HISTORY     - 19991117 MARK NOT FOUND   USPSQD
 AY1963
 AY1963                          STATION DESCRIPTION
 AY1963
 AY1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1963'STATION IS LOCATED ABOUT 16 MILES NW OF SAN ANTONIO, ON
 AY1963'THE SE END OF A HORSESHOE RIDGE ENCIRCLING THE ALLEN RANCH
 AY1963'HOUSE.
 AY1963'
 AY1963'STATION MARK IS SET IN OUTCROPPING BEDROCK ON AN OPEN LEDGE,
 AY1963'JUST S OF A THICK GROWTH OF BRUSH.  IT IS STAMPED ALLEN 1943.
 AY1963'
 AY1963'REFERENCE MARK 1 IS WSW OF THE STATION.  IT IS SET IN OUTCROPPING
 AY1963'BEDROCK AND STAMPED ALLEN NO 1 1943.
 AY1963'
 AY1963'REFERENCE MARK 2 IS NNW OF THE STATION.  IT IS SET IN OUTCROPPING
 AY1963'BEDROCK AND STAMPED ALLEN NO 2 1943.
 AY1963'
 AY1963'AZIMUTH MARK IS E OF THE STATION, 25 FEET N OF A MACADAM
 AY1963'ROAD LEADING TO THE MOUNTAIN TOP DINNER CLUB, 0.1 MILE W OF
 AY1963'AN ORNAMENTAL STONE GATE, AND 2 FEET S OF A WHITE REFERENCE
 AY1963'POST.  IT IS SET IN OUTCROPPING BEDROCK AND STAMPED ALLEN 1943.
 AY1963'
 AY1963'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87
 AY1963'AND 90 AT THE CITY HALL IN SAN ANTONIO, GO NW ON HIGHWAY 87
 AY1963'FOR 15.5 MILES TO THE ALLEN RANCH ON THE LEFT AND THE ENTRANCE
 AY1963'TO THE MOUNTAIN TOP DINNER CLUB ON THE RIGHT.  *TURN LEFT THROUGH
 AY1963'GATE TO THE ALLEN RANCH AND GO 0.1 MILE TO THE RANCH HOUSE AND
 AY1963'THE END OF TRUCK TRAVEL.  PASS THROUGH CATTLE AND GOAT PENS TO
 AY1963'A DIM TRAIL ROAD IN PASTURE LEADING TO A SMALL ROCK QUARRY.
 AY1963'FOLLOW TRAIL TO QUARRY AND CONTINUE UP RIDGE TO AN OPEN
 AY1963'LEDGE AND STATION.  ABOUT 20-MINUTE PACK.
 AY1963'
 AY1963'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND
 AY1963'PASS THROUGH GATE LEADING TO THE MOUNTAIN TOP DINNER CLUB
 AY1963'AND GO 0.3 MILE TO THE MARK ON THE LEFT.
 AY1963
 AY1963                          STATION RECOVERY (1952)
 AY1963
 AY1963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 AY1963'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARKS NO. 1
 AY1963'AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 AY1963'
 AY1963'THE DESCRIPTION IS ADEQUATE TO REACH THE STATION.
 AY1963
 AY1963                          STATION RECOVERY (1953)
 AY1963
 AY1963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1963'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 AY1963'FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 AY1963'WITH THE FOLLOWING ADDITIONAL NOTES--
 AY1963'
 AY1963'TO REACH THE STATION FROM THE CITY HALL IN SAN ANTONIO, GO
 AY1963'NORTH ON U.S. HIGHWAY 87 FOR 15.5 MILES TO THE MOUNTAIN TOP
 AY1963'GUEST RANCH ENTRANCE ON THE RIGHT AND THE BRADY RANCH ON THE LEFT.
 AY1963'(TO REACH THE AZIMUTH MARK, TURN RIGHT AND FOLLOW MOUNTAIN TOP
 AY1963'GUEST RANCH ROAD 0.3 MILE UPHILL TO THE MARK ON LEFT).  TURN
 AY1963'LEFT PASS THROUGH GATE, GO 0.1 MILE TO THE BRADY RANCH HOUSE
 AY1963'ON RIGHT, HERE, GO SOUTHWESTERLY ON A DIM TRACK ROAD FOR 0.2
 AY1963'MILE TO A WIRE GATE, PASS THROUGH GATE, CONTINUE STRAIGHT
 AY1963'AHEAD FOR ABOUT 50 FEET TO A FORK, TAKE RIGHT FORK, FOLLOW
 AY1963'DIM TRACK ROAD WESTERLY FOR 0.25 MILE TO A FORK IN SMALL
 AY1963'CLEARING, TAKE RIGHT FORK, GO 0.1 MILE TO EDGE OF A GULLEY
 AY1963'AND THE END OF TRUCK TRAVEL.  FROM HERE, PACK UPHILL
 AY1963'NORTHWEST THROUGH HEAVY BRUSH (CROSS A WIRE FENCE ENROUTE) TO
 AY1963'THE TOP OF HILL AND THE STATION SITE.
 AY1963
 AY1963                          STATION RECOVERY (1953)
 AY1963
 AY1963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EMS)
 AY1963'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AY1963
 AY1963                          STATION RECOVERY (1959)
 AY1963
 AY1963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 AY1963'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A
 AY1963'NEW DESCRIPTION IS AS FOLLOWS--TO REACH FROM THE CITY HALL IN
 AY1963'SAN ANTONIO, GO NORTH ON U.S. HIGHWAY 87 FOR 15.5 MILES TO THE
 AY1963'OAK HILLS BOYS SCHOOL AND CAMP ON THE RIGHT AND A RANCH ROAD ON
 AY1963'THE LEFT.  TURN LEFT ON RANCH ROAD, PASSING THROUGH A GATE
 AY1963'AND CONTINUE SOUTHWESTERLY PAST THE RANCH HOUSE FOR 0.3 MILE
 AY1963'TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE STRAIGHT
 AY1963'AHEAD ON GRAVEL ROAD PARALLELING POWER LINE FOR ABOUT 0.3 MI.
 AY1963'TO A DRAW ON THE RIGHT AND END OF TRUCK TRAVEL.  PACK FROM
 AY1963'THIS POINT NORTHWESTERLY UP THE NORTH EAST SLOPE OF DRAW TO
 AY1963'A ROCKY LEDGE AND THE STATION SITE.  STATION IS ABOUT 530
 AY1963'FEET SOUTHEAST OF THE HEAD OF THE DRAW.  A 3 FOOT ROCK CAIRN
 AY1963'WAS BUILT OVER THE STATION.  STATION IS ABOUT A 20 MINUTE
 AY1963'PACK FROM END OF TRUCK TRAVEL.
 AY1963'
 AY1963'NOTE--THE MOUNTAIN TOP GUEST RANCH ROAD IS NOW THE OAK HILLS
 AY1963'BOYS SCHOOL AND CAMP.
 AY1963
 AY1963                          STATION RECOVERY (1960)
 AY1963
 AY1963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 AY1963'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 AY1963'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AY1963'
 AY1963'THE ORIGINAL DESCRIPTION WAS FOUND TO BE ADEQUATE.
 AY1963
 AY1963                          STATION RECOVERY (1999)
 AY1963
 AY1963'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2062 ***********************************************************************
 AY2062  DESIGNATION -  ALLEN
 AY2062  PID         -  AY2062
 AY2062  STATE/COUNTY-  TX/UVALDE
 AY2062  USGS QUAD   -  HACIENDA (1960)
 AY2062
 AY2062                         *CURRENT SURVEY CONTROL
 AY2062  ___________________________________________________________________
 AY2062* NAD 83(1993)-  29 12 05.42231(N)    099 58 35.28859(W)     ADJUSTED  
 AY2062* NAVD 88     -       394.6    (meters)    1295.     (feet)  VERTCON   
 AY2062  ___________________________________________________________________
 AY2062  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AY2062  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AY2062
 AY2062  HORZ ORDER  -  FIRST
 AY2062
 AY2062.The horizontal coordinates were established by classical geodetic methods
 AY2062.and adjusted by the National Geodetic Survey in February 1996..
 AY2062
 AY2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2062
 AY2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2062
 AY2062.The geoid height was determined by GEOID03.
 AY2062
 AY2062;                    North         East     Units Scale Factor Converg.
 AY2062;SPC TXSC     - 4,152,026.197   505,052.877   MT  0.99986594   -0 28 42.2
 AY2062;SPC TXSC     -13,622,105.95  1,656,994.31   sFT  0.99986594   -0 28 42.2
 AY2062;UTM  14      - 3,230,705.778   405,074.602   MT  0.99971119   -0 28 35.2
 AY2062
 AY2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2062!SPC TXSC     -   0.99994161  x   0.99986594  =   0.99980755
 AY2062!UTM  14      -   0.99994161  x   0.99971119  =   0.99965281
 AY2062
 AY2062|---------------------------------------------------------------------|
 AY2062| PID    Reference Object                     Distance      Geod. Az  |
 AY2062|                                                           dddmmss.s |
 AY2062| CV3616 ALLEN RM 1                            7.862 METERS 02308     |
 AY2062| AY2033 BLUE                                APPROX.32.1 KM 0691451.9 |
 AY2062| AY2037 UVALDE CABLE VISION MAST            APPROX.23.2 KM 0731629.4 |
 AY2062| AY2052 UVALDE MEDINA ELEC COOP RAD MS      APPROX.18.1 KM 0743534.2 |
 AY2062| AY2054 UVALDE MICROWAVE                    APPROX.17.0 KM 0764924.0 |
 AY2062| AY2051 UVALDE N TANK                       APPROX.17.8 KM 0802837.7 |
 AY2062| AY2050 UVALDE BAPTIST CHURCH SPIRE         APPROX.18.3 KM 0863045.6 |
 AY2062| AY2047 UVALDE WATER TANK                   APPROX.18.7 KM 0872452.6 |
 AY2062| AY2053 UVALDE ST HWY DEPT RAD MAST         APPROX.16.6 KM 0892036.8 |
 AY2062| AY2048 UVALDE RAD STA KVOU MAST            APPROX.19.4 KM 0942834.4 |
 AY2062| AY2049 UVALDE VALLEY COMM RAD MAST         APPROX.19.2 KM 0964129.1 |
 AY2062| AY2056 UVALDE COASTAL ST GAS RAD MAST      APPROX.12.7 KM 1121102.2 |
 AY2062| AY2063 ALLEN USGS 1924                       2.561 METERS 14824     |
 AY2062| AZ0607 WHITES MINE TANK                    APPROX.11.6 KM 2482821.8 |
 AY2062| CV3617 ALLEN RM 2                           13.974 METERS 28653     |
 AY2062| AZ0606 CLINE MICROWAVE                     APPROX.11.4 KM 2925737.9 |
 AY2062| CV3615 ALLEN AZ MK                                        3250320.0 |
 AY2062|---------------------------------------------------------------------|
 AY2062
 AY2062                          SUPERSEDED SURVEY CONTROL
 AY2062
 AY2062  NAD 83(1986)-  29 12 05.41934(N)    099 58 35.26914(W) AD(       ) 1
 AY2062  NAD 27      -  29 12 04.55900(N)    099 58 34.04100(W) AD(       ) 1
 AY2062  NGVD 29 (07/19/86)  394.5    (m)         1294.     (f) VERT ANG       
 AY2062
 AY2062.Superseded values are not recommended for survey control.
 AY2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2062.See file dsdata.txt to determine how the superseded data were derived.
 AY2062
 AY2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT0507530706(NAD 83)
 AY2062_MARKER: P = PIPE CAP
 AY2062_SETTING: 0 = UNSPECIFIED SETTING
 AY2062
 AY2062  HISTORY     - Date     Condition        Report By
 AY2062  HISTORY     - 1924     MONUMENTED       CGS
 AY2062  HISTORY     - 1937     GOOD             CGS
 AY2062  HISTORY     - 1971     GOOD             USGS
 AY2062  HISTORY     - 1972     GOOD             NGS
 AY2062
 AY2062                          STATION DESCRIPTION
 AY2062
 AY2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY2062'ABOUT 11 MILES W OF UVALDE, 3/4 MILE TO NORTHWARD OF THE
 AY2062'UVALDE-DEL RIO STATE HIGHWAY 3, ON THE EASTERN END OF THE
 AY2062'LARGEST AND HIGHEST HILL IN THE VICINITY.
 AY2062'
 AY2062'SURFACE MARK IS AN IRON PIPE 2-1/2 FEET LONG WITH SCREW-CAP
 AY2062'STATION MARK, LOWER 10 INCHES OF PIPE SET IN CONCRETE.
 AY2062'
 AY2062'UNDERGROUND MARK IS STANDARD DISK IN CONCRETE.
 AY2062'
 AY2062'STATION ALLEN (U.S.G.S.), MARKED BY IRON PIPE, IS 2.655
 AY2062'METERS (8.71 FEET) FROM THE STATION S 31 DEG 29 MIN E.
 AY2062'ELEVATION OF STATION, 394.5 METERS (1,294 FEET).
 AY2062
 AY2062                          STATION RECOVERY (1937)
 AY2062
 AY2062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 AY2062'STATION MARK WAS FOUND IN GOOD CONDITION.  NO REFERENCE MARK
 AY2062'WAS FOUND.
 AY2062'
 AY2062'STATION IS ON THE HIGHEST POINT OF A HIGH AND PROMINENT BUSHY
 AY2062'HILL, LYING ABOUT 11 MILES W OF UVALDE AND ABOUT 3/4 MILE S
 AY2062'OF PAVED HIGHWAY 90.  FROM UVALDE, GO W ON HIGHWAY 90 FROM THE
 AY2062'CENTER OF THE SQUARE 10.4 MILES, TURN LEFT OFF THE HIGHWAY,
 AY2062'PASS THROUGH A GATE AND FOLLOW A TRACK ROAD S AND SE 00.4
 AY2062'MILE TO A CAMP SHACK AND CORRALS.  PASS THROUGH THE GATE
 AY2062'ABOUT 50 YARDS E OF THE SHACK, THEN FOLLOW A TRACK ROAD
 AY2062'S PASSING THROUGH ANOTHER GATE TO THE RIGHT OF THE WELL
 AY2062'AND LARGE TANK, ON A DIM TRACK ROAD 00.5 MILE TO AN APIARY
 AY2062'AT THE END OF THE ROAD.  THEN CROSS THE SMALL WASHES TO THE
 AY2062'S AND GO ABOUT 00.3 MILE SW TO THE END OF TRUCK TRAVEL AT
 AY2062'THE NE BASE OF THE HILL.  THEN PACK ABOUT 1/4 MILE S TO
 AY2062'THE TOP OF THE HILL AND THE STATION.
 AY2062'
 AY2062'STATION IS MARKED BY A STANDARD BRONZE CAP ON A 4-INCH PIPE
 AY2062'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
 AY2062
 AY2062                          STATION RECOVERY (1971)
 AY2062
 AY2062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 AY2062'UVALDE, JCT. U.S. HWYS. 83 AND 90 AT THE SQUARE, GO WEST
 AY2062'ON 90 FOR 11.25 MILES., TURN LEFT GO SOUTH 0.55 MI. TO WINDMILL
 AY2062'AND TANKS, PASS OUT OF CORRAL AT SW. COR. AND FOLLOW TRACK
 AY2062'WEST 1.25 MI. TO RIDGE TOP AND TRACK T. TURN LEFT AND GO
 AY2062'SOUTHEAST UP RIDGE 0.85 MI. TO TOP AND STATION.
 AY2062
 AY2062                          STATION RECOVERY (1972)
 AY2062
 AY2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2062'THE STATION MARK, ALLEN (USGS) 1924 AND REFERENCE MARK 1 WERE
 AY2062'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO ALLEN (USGS) 1924
 AY2062'DIFFERED FROM THE 1924 DATA BY 13 MINUTES, 0.4 SECONDS AND THE
 AY2062'TRAVERSE DISTANCE CHECKED THE ORIGINAL MEASUREMENT IN FEET ONLY.
 AY2062'IT WAS NOTED THERE IS AN APPARENT DISCREPANCY IN THE ORIGINAL
 AY2062'DISTANCE AS THE ORIGINAL FEET AND METERS WILL NOT CONVERT
 AY2062'ACCURATELY.  THERE WAS NO 1943 INFORMATION AVAILABLE TO CHECK
 AY2062'REFERENCE MARK 1.  IT IS NOT KNOWN IF AN AZIMUTH MARK WAS
 AY2062'ESTABLISHED IN 1943.  A REFERENCE MARK 2 AND AN AZIMUTH MARK WERE
 AY2062'ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 AY2062'
 AY2062'THE STATION IS ABOUT 17-1/2 MILES NORTH AND 8-1/2 MILES WEST OF
 AY2062'LA PRYOR, 11-1/2 MILES WEST AND 1 MILE SOUTH OF UVALDE, 2 MILES
 AY2062'SOUTH OF U.S. HIGHWAY 90, ON THE SUMMIT OF A BRUSH COVERED HILL AND
 AY2062'ON PROPERTY OWNED BY HILMER MARTIN, ADDRESS RURAL ROUTE, UVALDE.
 AY2062'
 AY2062'TO REACH THE STATION FROM THE POST OFFICE IN UVALDE, GO WEST ON
 AY2062'U.S. HIGHWAY 90 FOR 7.1 MILES TO A BRIDGE OVER THE NUECES RIVER.
 AY2062'CONTINUE WEST ON U.S. HIGHWAY 90 FOR 4.2 MILES TO A METAL GATE ON
 AY2062'THE LEFT.  TURN LEFT, PASSING THROUGH GATE AND TAKE THE LEFT ONE OF
 AY2062'TWO ROADS AND GO SOUTHEAST FOR 0.6 MILE TO A CORRAL AT A FENCE
 AY2062'CORNER.  TURB RIGHT AND GO SOUTHEAST ON TRACK ROAD, BETWEEN TWO
 AY2062'BARNS FOR 0.1 MILE TO A GATE.  PASS THROUGH GATE AND GO SOUTH
 AY2062'AND SOUTHWEST ON TRACK ROAD FOR 0.2 MILE TO A GATE.  PASS THROUGH
 AY2062'GATE AND GO SOUTHWEST ON TRACK ROAD FOR 1.1 MILES TO A DIM FORK.
 AY2062'TAKE THE LEFT FORK AND GO SOUTH, UPHILL ON WINDING TRACK ROAD FOR
 AY2062'0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON TRACK
 AY2062'ROAD FOR 0.2 MILE, HERE LEAVE TRACK ROAD AND GO SOUTHEAST FOR 0.05
 AY2062'MILE TO THE TOP OF HILL AND THE STATION.
 AY2062'
 AY2062'STATION MARK IS A STANDARD DISK, STAMPED ALLEN 1924, FASTENED TO THE
 AY2062'TOP OF A 3 INCH IRON PIPE, THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 AY2062'IT IS 5.1 FEET WEST-SOUTHWEST OF A WITNESS POST.
 AY2062'
 AY2062'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALLEN NO 1 1943,
 AY2062'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER, THAT PROJECTS 1
 AY2062'INCH ABOVE THE GROUND.  IT IS 21.9 FEET NORTH-NORTHEAST OF THE
 AY2062'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AY2062'
 AY2062'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALLEN 1924 NO 2 1972,
 AY2062'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AY2062'PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 50.0 FEET WEST OF THE
 AY2062'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AY2062'
 AY2062'ALLEN (USGS) IS A METAL DISK OF THE U.S. GEOLOGICAL SURVEY, NOT
 AY2062'STAMPED, FASTENED TO THE TOP OF A 3 INCH IRON PIPE, THAT PROJECTS 4
 AY2062'INCHES ABOVE THE GROUND.  IT IS 9.5 FEET SOUTH OF THE WITNESS POST
 AY2062'AND ABOUT THE SAME ELEVATION AS THE STATION.
 AY2062'
 AY2062'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALLEN 1924 1972, CEMENTED
 AY2062'IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP, THAT IS FLUSH WITH THE
 AY2062'GROUND.  IT IS 20.5 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD
 AY2062'AND 5.5 FEET NORTH-NORTHEAST OF A WITNESS POST.
 AY2062'
 AY2062'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND, BRUSH ON
 AY2062'LINE.
 AY2062'
 AY2062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11-1/2 MILES
 AY2062'WEST OF UVALDE.
 AY2062'
 AY2062'HEIGHT OF LIGHT ABOVE STATION MARK 10.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0780 ***********************************************************************
 BN0780  DESIGNATION -  ALLEN
 BN0780  PID         -  BN0780
 BN0780  STATE/COUNTY-  TX/KIMBLE
 BN0780  USGS QUAD   -  JUNCTION SE (1974)
 BN0780
 BN0780                         *CURRENT SURVEY CONTROL
 BN0780  ___________________________________________________________________
 BN0780* NAD 83(1993)-  30 17 10.65383(N)    099 45 04.96570(W)     ADJUSTED  
 BN0780* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 BN0780  ___________________________________________________________________
 BN0780  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 BN0780  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BN0780
 BN0780  HORZ ORDER  -  SECOND
 BN0780
 BN0780.The horizontal coordinates were established by classical geodetic methods
 BN0780.and adjusted by the National Geodetic Survey in February 1996..
 BN0780
 BN0780.The orthometric height was scaled from a topographic map.
 BN0780
 BN0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0780
 BN0780.The geoid height was determined by GEOID03.
 BN0780
 BN0780;                    North         East     Units Scale Factor Converg.
 BN0780;SPC TX C     - 3,068,836.368   755,986.153   MT  0.99995904   +0 17 59.1
 BN0780;SPC TX C     -10,068,340.65  2,480,264.57   sFT  0.99995904   +0 17 59.1
 BN0780;SPC TXSC     - 4,272,097.026   527,711.635   MT  1.00000086   -0 22 05.2
 BN0780;SPC TXSC     -14,016,038.33  1,731,333.92   sFT  1.00000086   -0 22 05.2
 BN0780;UTM  14      - 3,350,748.562   427,739.090   MT  0.99966442   -0 22 44.2
 BN0780
 BN0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0780!SPC TX C     -   0.99989101  x   0.99995904  =   0.99985005
 BN0780!SPC TXSC     -   0.99989101  x   1.00000086  =   0.99989187
 BN0780!UTM  14      -   0.99989101  x   0.99966442  =   0.99955546
 BN0780
 BN0780:                Primary Azimuth Mark                     Grid Az
 BN0780:SPC TX C     -  ALLEN AZ MK                              034 11 17.5
 BN0780:SPC TXSC     -  ALLEN AZ MK                              034 51 21.8
 BN0780:UTM  14      -  ALLEN AZ MK                              034 52 00.8
 BN0780
 BN0780|---------------------------------------------------------------------|
 BN0780| PID    Reference Object                     Distance      Geod. Az  |
 BN0780|                                                           dddmmss.s |
 BN0780| CQ9111 ALLEN AZ MK                                        0342916.6 |
 BN0780|---------------------------------------------------------------------|
 BN0780
 BN0780                          SUPERSEDED SURVEY CONTROL
 BN0780
 BN0780  NAD 83(1986)-  30 17 10.65946(N)    099 45 04.95453(W) AD(       ) 2
 BN0780  NAD 27      -  30 17 09.96100(N)    099 45 03.72400(W) AD(       ) 2
 BN0780
 BN0780.Superseded values are not recommended for survey control.
 BN0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0780.See file dsdata.txt to determine how the superseded data were derived.
 BN0780
 BN0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2773950749(NAD 83)
 BN0780_MARKER: DS = TRIANGULATION STATION DISK
 BN0780_SETTING: 66 = SET IN ROCK OUTCROP
 BN0780_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0780
 BN0780  HISTORY     - Date     Condition        Report By
 BN0780  HISTORY     - 1943     MONUMENTED       CGS
 BN0780  HISTORY     - 1944     GOOD             CGS
 BN0780  HISTORY     - 1974     MARK NOT FOUND   USGS
 BN0780
 BN0780                          STATION DESCRIPTION
 BN0780
 BN0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0780'STATION IS ABOUT 8 MILES SW OF SEGOVIA, 75 YARDS SSE OF
 BN0780'THE ALLEN RANCH HOUSE, AND 54 FEET NW OF THE NW EDGE OF
 BN0780'A RESERVOIR.  IT IS STAMPED ALLEN 1943 AND IS FLUSH WITH
 BN0780'THE SURFACE OF THE GROUND.
 BN0780'
 BN0780'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 BN0780'HOLES IN OUTCROPPING BEDROCK.  AZIMUTH MARK IS A BRONZE
 BN0780'DISK SET IN CONCRETE.
 BN0780'
 BN0780'REFERENCE MARK 1 IS 30 FEET S OF THE SE CORNER OF YARD FENCE.
 BN0780'IT IS STAMPED ALLEN NO 1 1943 AND IS FLUSH WITH THE SURFACE
 BN0780'OF THE GROUND.
 BN0780'
 BN0780'REFERENCE MARK 2 IS 66 FEET SW OF FENCE.  IT IS STAMPED
 BN0780'ALLEN NO 2 1943 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BN0780'
 BN0780'AZIMUTH MARK IS 0.1 MILE S OF THE ROAD TO THE STATION, AT
 BN0780'THE N EDGE OF A CULTIVATED FIELD, 42 FEET W OF FENCE CORNER,
 BN0780'1 FOOT N OF FENCE, AND 2 FEET NE OF A WHITE WOODEN WITNESS
 BN0780'POST.
 BN0780'
 BN0780'AN 84-FOOT SIGNAL AT RIGSBY IS VISIBLE AT 50 FEET.
 BN0780'
 BN0780'A 64-FOOT SIGNAL AT PAINT IS VISIBLE AT 37 FEET.
 BN0780'
 BN0780'A 50-FOOT SIGNAL AT NETHERY IS VISIBLE AT 64 FEET.
 BN0780'
 BN0780'4-FOOT SIGNALS AT TELEGRAPH AND BLACKBURN ARE VISIBLE AT
 BN0780'50 FEET.
 BN0780'
 BN0780'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BN0780
 BN0780                          STATION RECOVERY (1944)
 BN0780
 BN0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0780'STATION IS LOCATED 12 MILES, AIR LINE, S OF JUNCTION AND
 BN0780'8.5 MILES, AIR LINE, SW OF SEGOVIA.  IT IS 75 YARDS SSW
 BN0780'OF THE ALLEN RANCH HOUSE AND 50 FEET SW OF A MASONWORK WATER
 BN0780'TANK.  IT IS 110 FEET W OF A WINDMILL, 15 FEET NE OF A FENCE,
 BN0780'AND 15 FEET NE OF A 4- BY 4-INCH WOODEN MARKER POST.  IT
 BN0780'IS A BRONZE STATION DISK SET IN BEDROCK 6 INCHES BELOW THE
 BN0780'SURFACE.
 BN0780'
 BN0780'AZIMUTH MARK IS AT THE NE EDGE OF AN OPEN FIELD.  IT IS
 BN0780'STAMPED ALLEN 1943 AND PROJECTS ABOUT 4 INCHES ABOVE THE
 BN0780'GROUND.
 BN0780'
 BN0780'TO REACH STATION FROM THE POST OFFICE AT SEGOVIA, GO S ON
 BN0780'PAVED ROAD FOR 3.9 MILES TO A GRADED DIRT ROAD ON RIGHT
 BN0780'JUST AFTER CROSSING A WASH.  TURN RIGHT THROUGH CATTLE GUARD
 BN0780'AND FOLLOW MAIN ROAD SW FOR 4.8 MILES TO THE W.B. DIXON
 BN0780'RANCH HOUSE ON RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN ROAD
 BN0780'FOR 2.2 MILES TO A SIDE ROAD AND HIGH RED BOARD GATE ON
 BN0780'RIGHT.  TURN RIGHT THROUGH GATE AND FOLLOW GRADED ROAD SW
 BN0780'FOR 4.2 MILES TO THE W.W. ALLEN HOME AND STATION.
 BN0780
 BN0780                          STATION RECOVERY (1974)
 BN0780
 BN0780'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (BFD)
 BN0780'A SEARCH WAS MADE USING MEASUREMENTS FROM LOCAL OBJECTS.
 BN0780'ONE R.M., NO. 2, WAS FOUND AND DISTANCES FROM LOCAL OBJECTS
 BN0780'MEASURED.  THESE DISTANCES DID NOT COINCIDE AT A POINT TO
 BN0780'MAKE A GOOD SEARCH SINCE THE AREA SEEMS DISTURBED.  THE
 BN0780'LAND OWNER SAID SEVERAL OTHERS HAD FAILED TO RECOVER THIS
 BN0780'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1297 ***********************************************************************
 BZ1297  DESIGNATION -  ALLEN
 BZ1297  PID         -  BZ1297
 BZ1297  STATE/COUNTY-  TX/BOSQUE
 BZ1297  USGS QUAD   -  ALLEN BEND (1968)
 BZ1297
 BZ1297                         *CURRENT SURVEY CONTROL
 BZ1297  ___________________________________________________________________
 BZ1297* NAD 83(1993)-  31 58 27.01507(N)    097 24 47.05870(W)     ADJUSTED  
 BZ1297* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 BZ1297  ___________________________________________________________________
 BZ1297  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 BZ1297  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BZ1297
 BZ1297  HORZ ORDER  -  SECOND
 BZ1297
 BZ1297.The horizontal coordinates were established by classical geodetic methods
 BZ1297.and adjusted by the National Geodetic Survey in February 1996..
 BZ1297
 BZ1297.The orthometric height was scaled from a topographic map.
 BZ1297
 BZ1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1297
 BZ1297.The geoid height was determined by GEOID03.
 BZ1297
 BZ1297;                    North         East     Units Scale Factor Converg.
 BZ1297;SPC TX C     - 3,259,435.893   975,997.391   MT  1.00002566   +1 30 14.8
 BZ1297;SPC TX C     -10,693,665.93  3,202,084.77   sFT  1.00002566   +1 30 14.8
 BZ1297;SPC TXNC     - 2,034,632.184   702,739.123   MT  1.00004788   +0 35 34.1
 BZ1297;SPC TXNC     - 6,675,289.09  2,305,569.94   sFT  1.00004788   +0 35 34.1
 BZ1297;UTM  14      - 3,538,672.497   649,944.335   MT  0.99987728   +0 50 25.8
 BZ1297
 BZ1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1297!SPC TX C     -   0.99997684  x   1.00002566  =   1.00000250
 BZ1297!SPC TXNC     -   0.99997684  x   1.00004788  =   1.00002472
 BZ1297!UTM  14      -   0.99997684  x   0.99987728  =   0.99985413
 BZ1297
 BZ1297|---------------------------------------------------------------------|
 BZ1297| PID    Reference Object                     Distance      Geod. Az  |
 BZ1297|                                                           dddmmss.s |
 BZ1297| CV3625 ALLEN RM 1                           28.764 METERS 19729     |
 BZ1297| CV3626 ALLEN RM 2                           39.709 METERS 29431     |
 BZ1297| CV3624 ALLEN AZ MK                                        3250454.0 |
 BZ1297|---------------------------------------------------------------------|
 BZ1297
 BZ1297                          SUPERSEDED SURVEY CONTROL
 BZ1297
 BZ1297  NAD 83(1986)-  31 58 27.02250(N)    097 24 47.03727(W) AD(       ) 2
 BZ1297  NAD 27      -  31 58 26.46300(N)    097 24 45.98000(W) AD(       ) 2
 BZ1297
 BZ1297.Superseded values are not recommended for survey control.
 BZ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1297.See file dsdata.txt to determine how the superseded data were derived.
 BZ1297
 BZ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA4994438672(NAD 83)
 BZ1297_MARKER: DS = TRIANGULATION STATION DISK
 BZ1297_SETTING: 0 = UNSPECIFIED SETTING
 BZ1297
 BZ1297  HISTORY     - Date     Condition        Report By
 BZ1297  HISTORY     - 1944     MONUMENTED       CGS
 BZ1297  HISTORY     - 20010317 GOOD             USPSQD
 BZ1297
 BZ1297                          STATION DESCRIPTION
 BZ1297
 BZ1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1297'STATION IS LOCATED ABOUT 5.5 MILES W AND 1.5 MILES N OF WHITNEY,
 BZ1297'3.25 MILES SE OF STEINER, AND 2.0 MILES W OF A BEND IN THE BRAZOS
 BZ1297'RIVER KNOWN AS ALLEN BEND AT THE SITE OF THE OLD NEW HOME
 BZ1297'SCHOOL.  IT IS 125 FEET N OF A T-INTERSECTION OF DIRT ROADS,
 BZ1297'55 FEET NE OF THE CENTER LINE OF THE NW-SE DIRT ROAD, AND 30
 BZ1297'FEET SW OF THE NW CORNER OF THE OLD SCHOOL FOUNDATION.  IT IS
 BZ1297'STAMPED ALLEN 1944 AND IS SET FLUSH WITH THE GROUND.
 BZ1297'
 BZ1297'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1297'DISKS SET IN CONCRETE.
 BZ1297'
 BZ1297'REFERENCE MARK 1 IS S OF THE STATION, 36 FEET SE OF AN OLD
 BZ1297'ROUND CONCRETE WELL, 15 FEET S OF FOUR MAIL BOXES, AND 1 FOOT E
 BZ1297'OF THE FENCE LINE.  IT IS STAMPED ALLEN NO 1 1944 AND PROJECTS
 BZ1297'ABOUT 5 INCHES.
 BZ1297'
 BZ1297'REFERENCE MARK 2 IS W OF THE STATION, 25 FEET SW OF THE CENTER
 BZ1297'LINE OF THE DIRT ROAD, AND 1 FOOT SW OF THE FENCE LINE.  IT
 BZ1297'IS STAMPED ALLEN NO 2 1944 AND PROJECTS ABOUT 4 INCHES.
 BZ1297'
 BZ1297'AZIMUTH MARK IS ABOUT 0.25 MILE NW OF THE STATION, ON LAND OCCUPIED
 BZ1297'BY ELLIE TIMMONS.  IT IS 6 FEET W OF A FENCE INTERSECTION,
 BZ1297'25 FEET W OF A T-INTERSECTION IN THE DIRT ROADS, AND 10 FEET
 BZ1297'NW OF A FARM ROAD.  IT IS STAMPED ALLEN 1944 AND PROJECTS ABOUT
 BZ1297'4 INCHES.  TO REACH FROM THE STATION, GO NW ON DIRT ROAD FOR
 BZ1297'0.25 MILE TO A FARM ROAD LEFT AND MARK ON THE RIGHT.
 BZ1297'
 BZ1297'TO REACH THE STATION FROM WHITNEY, GO SW ON STATE HIGHWAY 22
 BZ1297'FOR 5.5 MILES TO THE BRAZOS RIVER BRIDGE, CONTINUE ON HIGHWAY
 BZ1297'22 FOR 7.45 MILES TO A T-INTERSECTION WHERE MAIN ROAD TURNS LEFT.
 BZ1297'TURN RIGHT AND FOLLOW MAIN ROAD FOR 1.2 MILES TO A T-INTERSECTION,
 BZ1297'TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD FOR 4.1 MILES (CROSSING
 BZ1297'TWO CATTLE GUARDS AT 1.8 MILES AND 3.05 MILES), FORD KEDRON
 BZ1297'CREEK AND CONTINUE ON GRADED DIRT ROAD FOR 0.5 MILE TO A
 BZ1297'T-INTERSECTION LEFT, CONTINUE STRAIGHT AHEAD ON MAIN ROAD
 BZ1297'FOR 2.3 MILES TO A SMALL STORE ON THE RIGHT IN STEINER.
 BZ1297'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A T-INTERSECTION
 BZ1297'LEFT, CONTINUE STRAIGHT AHEAD ON MAIN-TRAVELED ROAD FOR 1.8
 BZ1297'MILES TO CROSSROADS, 0.15 MILE AFTER CROSSING RAILROAD
 BZ1297'TRACKS.  TURN RIGHT AND FOLLOW MAIN-TRAVELED DIRT ROAD S FOR
 BZ1297'0.8 MILE TO THE OLD SCHOOL FOUNDATION ON THE LEFT AND STATION.
 BZ1297'
 BZ1297'OBSERVATIONS MADE FROM A 50-FOOT TOWER.
 BZ1297'
 BZ1297'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 BZ1297
 BZ1297                          STATION RECOVERY (2001)
 BZ1297
 BZ1297'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0891 ***********************************************************************
 CB0891  DESIGNATION -  ALLEN
 CB0891  PID         -  CB0891
 CB0891  STATE/COUNTY-  TX/TOM GREEN
 CB0891  USGS QUAD   -  HULLDALE NW (1987)
 CB0891
 CB0891                         *CURRENT SURVEY CONTROL
 CB0891  ___________________________________________________________________
 CB0891* NAD 83(1993)-  31 11 37.10131(N)    100 38 01.13711(W)     ADJUSTED  
 CB0891* NAVD 88     -       764.6    (meters)    2509.     (feet)  VERTCON   
 CB0891  ___________________________________________________________________
 CB0891  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CB0891  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CB0891
 CB0891  HORZ ORDER  -  FIRST
 CB0891
 CB0891.The horizontal coordinates were established by classical geodetic methods
 CB0891.and adjusted by the National Geodetic Survey in February 1996..
 CB0891
 CB0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0891
 CB0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0891
 CB0891.The geoid height was determined by GEOID03.
 CB0891
 CB0891;                    North         East     Units Scale Factor Converg.
 CB0891;SPC TX C     - 3,169,311.732   671,379.934   MT  0.99988735   -0 09 16.8
 CB0891;SPC TX C     -10,397,983.57  2,202,685.67   sFT  0.99988735   -0 09 16.8
 CB0891;UTM  14      - 3,452,211.842   344,348.130   MT  0.99989884   -0 50 46.6
 CB0891
 CB0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0891!SPC TX C     -   0.99988362  x   0.99988735  =   0.99977099
 CB0891!UTM  14      -   0.99988362  x   0.99989884  =   0.99978248
 CB0891
 CB0891:                Primary Azimuth Mark                     Grid Az
 CB0891:SPC TX C     -  SHARP                                    020 02 19.2
 CB0891:UTM  14      -  SHARP                                    020 43 49.0
 CB0891
 CB0891|---------------------------------------------------------------------|
 CB0891| PID    Reference Object                     Distance      Geod. Az  |
 CB0891|                                                           dddmmss.s |
 CB0891| CB0883 SHARP                               APPROX.10.6 KM 0195302.4 |
 CB0891| CB0878 SAN ANGELO W TEX UTIL CO N TK       APPROX.36.6 KM 0293025.2 |
 CB0891| CB0877 SAN ANGELO W TEX UTIL CO TANK       APPROX.33.1 KM 0295420.8 |
 CB0891| CV3618 ALLEN RM 1                           30.255 METERS 08948     |
 CB0891| CB0873 GORDON                              APPROX.22.0 KM 0961011.5 |
 CB0891| CV3619 ALLEN RM 2                           52.277 METERS 21701     |
 CB0891| CB0893 USGS MARK NEAR STATION BOLT         APPROX.21.4 KM 2525318.4 |
 CB0891| CV3620 ALLEN RM 3                           43.105 METERS 35639     |
 CB0891|---------------------------------------------------------------------|
 CB0891
 CB0891                          SUPERSEDED SURVEY CONTROL
 CB0891
 CB0891  NAD 83(1986)-  31 11 37.10834(N)    100 38 01.12213(W) AD(       ) 1
 CB0891  NAD 27      -  31 11 36.49600(N)    100 37 59.76700(W) AD(       ) 1
 CB0891  NGVD 29 (07/19/86)  764.4    (m)         2508.     (f) VERT ANG       
 CB0891
 CB0891.Superseded values are not recommended for survey control.
 CB0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0891.See file dsdata.txt to determine how the superseded data were derived.
 CB0891
 CB0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4434852212(NAD 83)
 CB0891_MARKER: DS = TRIANGULATION STATION DISK
 CB0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0891
 CB0891  HISTORY     - Date     Condition        Report By
 CB0891  HISTORY     - 1935     MONUMENTED       CGS
 CB0891  HISTORY     - 1939     GOOD             TXGS
 CB0891  HISTORY     - 1955     GOOD             USGS
 CB0891
 CB0891                          STATION DESCRIPTION
 CB0891
 CB0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0891'STATION IS LOCATED ABOUT 9-1/2 MILES WNW OF CHRISTOVAL,
 CB0891'2-1/4 MILES NW OF ALLEN RANCH, ON TOP OF A SMALL FLAT-TOPPED
 CB0891'ROCKY HILL ABOUT 370 FEET SE OF A FENCE WHICH RUNS NE AND SW,
 CB0891'ON LAND OWNED BY MR. S.N. ALLEN.
 CB0891'
 CB0891'SURFACE MARK IS A STANDARD BRONZE DISK SET IN TOP OF A CONCRETE
 CB0891'CYLINDER.
 CB0891'
 CB0891'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CB0891'HOLE IN BEDROCK.
 CB0891'
 CB0891'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 CB0891'HOLES IN BOULDERS.
 CB0891'
 CB0891'REFERENCE MARK NO. 1 IS E OF STATION SET IN LARGE HALF BURIED
 CB0891'BOULDER.
 CB0891'
 CB0891'REFERENCE MARK NO. 2 IS SW OF STATION SET IN LARGE HALF
 CB0891'BURIED BOULDER.
 CB0891'
 CB0891'REFERENCE MARK NO. 3 IS NNE OF STATION SET IN LARGE HALF
 CB0891'BURIED BOULDER.
 CB0891'
 CB0891'REACHED FROM RAILROAD STATION IN CHRISTOVAL BY GOING S ON
 CB0891'U.S. HIGHWAY 277 FOR 1.1 MILES OR 0.05 MILE AFTER CROSSING
 CB0891'RAILROAD TRACKS TO A WHITE GATE IN W FENCE LINE.  PASS THROUGH
 CB0891'GATE AND TAKE LEFT FORK SW AND WESTWARD FOR 0.6 MILE, THENCE
 CB0891'ON LEFT FORK FOR 1.45 MILES TO A PLANK GATE, PASS THROUGH
 CB0891'GATE AND CONTINUE W FOR 0.3 MILE, THENCE ON MAIN LEFT FORK
 CB0891'FOR 0.3 MILE, THENCE TAKE MAIN RIGHT FORK FOR 1.35 MILES
 CB0891'(PASSING THROUGH GATE BETWEEN WINDMILL AND BARN AFTER
 CB0891'0.4 MILE), THENCE TAKE MAIN LEFT FORK FOR 0.35 MILE, THENCE
 CB0891'ON MAIN RIGHT FORK FOR 0.4 MILE TO PLANK GATE WITH SIGN S.N.
 CB0891'ALLEN RANCH, 2 MILES, CONTINUE THROUGH GATE FOR 1.15 MILES
 CB0891'TO PLANK GATE, PASS THROUGH GATE AND GO 0.35 MILE TO FORK,
 CB0891'TAKE LEFT FORK AND GO 0.35 MILE TO ALLEN RANCH HOUSE, PASS
 CB0891'ON S SIDE OF HOUSE AND GO THROUGH PLANK GATE 100 FEET
 CB0891'SW OF HOUSE, CONTINUE W 0.1 MILE TO A WIRE GATE, PASS THROUGH
 CB0891'THIS GATE AND TAKE RIGHT FORK FOLLOWING DIM PASTURE TRAIL
 CB0891'NW AND W (MARKED BY OCCASIONAL BLAZED TREES) 1.85 MILES
 CB0891'TO FOOT OF HILL AND TRIANGULAR BLAZED MESQUITE TREE,
 CB0891'CONTINUE NE AND N FOLLOWING DIM TRAIL 0.35 MILE TO TOP
 CB0891'OF HILL BLAZED MESQUITE AND STATION.  MARK PROJECTS ABOUT 10
 CB0891'INCHES.
 CB0891'
 CB0891'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CB0891
 CB0891                          STATION RECOVERY (1939)
 CB0891
 CB0891'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 CB0891'STATION MARK FOUND IN GOOD CONDITION.
 CB0891'
 CB0891'OPEN LANE REACHES ALMOST TO RANCH HOUSE.  KEEP RIGHT HAND
 CB0891'ROAD FROM U.S. HIGHWAY 277 TO RANCH HOUSE.
 CB0891
 CB0891                          STATION RECOVERY (1955)
 CB0891
 CB0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CB0891'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0891'
 CB0891'TO REACH FROM THE POST OFFICE IN CHRISTOVAL, GO S. ON U.S. HIGHWAY
 CB0891'277 FOR 1.7 MI. TO CALICHE RD. W., TURN RIGHT (W.) AND GO 4.6 MI.
 CB0891'TO FORKS, TAKE RIGHT FORK N. AND GO 0.95 MI. TO FORKS, TAKE LEFT
 CB0891'FORK W. AND GO 0.35 MI. TO FORKS, TAKE LEFT FORK W. AND GO 0.1 MI.
 CB0891'TO IRON GATE, PASS THROUGH IRON GATE AND TURN 360 DEGREES AND PASS
 CB0891'THROUGH WIRE GATE, TAKE DIM TRACK RD. NW. FOR 0.1 MI. TO WIRE GATE,
 CB0891'CONTINUE ON W. ON TRACK RD. FOR 1.4 MI. TO DIM FORKS, TAKE RIGHT
 CB0891'FORK N. AND GO 0.35 MI. TO END OF TRUCK TRAVEL, PACK DUE N. FOR
 CB0891'15 MINUTES TO HIGHEST POINT OF HILL AND STATION.
 CB0891'
 CB0891'STATION MARK--STANDARD USC AND GS BRONZE DISK, SET IN TOP OF CONCRETE
 CB0891'CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0947 ***********************************************************************
 BM0947  DESIGNATION -  ALLEN
 BM0947  PID         -  BM0947
 BM0947  STATE/COUNTY-  TX/GRIMES
 BM0947  USGS QUAD   -  CARLOS (1989)
 BM0947
 BM0947                         *CURRENT SURVEY CONTROL
 BM0947  ___________________________________________________________________
 BM0947* NAD 83(1993)-  30 36 42.80208(N)    096 01 23.27212(W)     ADJUSTED  
 BM0947* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 BM0947  ___________________________________________________________________
 BM0947  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BM0947  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BM0947
 BM0947  HORZ ORDER  -  FIRST
 BM0947
 BM0947.The horizontal coordinates were established by classical geodetic methods
 BM0947.and adjusted by the National Geodetic Survey in February 1996..
 BM0947
 BM0947.The orthometric height was scaled from a topographic map.
 BM0947
 BM0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0947
 BM0947.The geoid height was determined by GEOID03.
 BM0947
 BM0947;                    North         East     Units Scale Factor Converg.
 BM0947;SPC TX C     - 3,112,788.234 1,113,157.615   MT  0.99990470   +2 13 12.0
 BM0947;SPC TX C     -10,212,539.40  3,652,084.61   sFT  0.99990470   +2 13 12.0
 BM0947;UTM  14      - 3,390,368.347   785,396.659   MT  1.00060492   +1 31 00.9
 BM0947;UTM  15      - 3,390,486.764   210,166.129   MT  1.00063642   -1 32 25.8
 BM0947
 BM0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0947!SPC TX C     -   0.99998395  x   0.99990470  =   0.99988865
 BM0947!UTM  14      -   0.99998395  x   1.00060492  =   1.00058886
 BM0947!UTM  15      -   0.99998395  x   1.00063642  =   1.00062036
 BM0947
 BM0947:                Primary Azimuth Mark                     Grid Az
 BM0947:SPC TX C     -  ALLEN AZ MK                              164 54 31.4
 BM0947:UTM  14      -  ALLEN AZ MK                              165 36 42.5
 BM0947:UTM  15      -  ALLEN AZ MK                              168 40 09.2
 BM0947
 BM0947|---------------------------------------------------------------------|
 BM0947| PID    Reference Object                     Distance      Geod. Az  |
 BM0947|                                                           dddmmss.s |
 BM0947| CV7991 ALLEN AZ MK                                        1670743.4 |
 BM0947| CV7992 ALLEN RM 1                           33.235 METERS 16931     |
 BM0947| CV7993 ALLEN RM 2                           28.359 METERS 23747     |
 BM0947| BM0948 GALVESTON WACO AIRWAY BCN 11        APPROX.18.7 KM 2545902.6 |
 BM0947|---------------------------------------------------------------------|
 BM0947
 BM0947                          SUPERSEDED SURVEY CONTROL
 BM0947
 BM0947  NAD 83(1986)-  30 36 42.81542(N)    096 01 23.25425(W) AD(       ) 1
 BM0947  NAD 27      -  30 36 42.10300(N)    096 01 22.41700(W) AD(       ) 1
 BM0947
 BM0947.Superseded values are not recommended for survey control.
 BM0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0947.See file dsdata.txt to determine how the superseded data were derived.
 BM0947
 BM0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8539790368(NAD 83)
 BM0947_MARKER: DS = TRIANGULATION STATION DISK
 BM0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0947
 BM0947  HISTORY     - Date     Condition        Report By
 BM0947  HISTORY     - 1935     MONUMENTED       CGS
 BM0947  HISTORY     - 1937     GOOD             TXHD
 BM0947  HISTORY     - 19940820 GOOD             USPSQD
 BM0947
 BM0947                          STATION DESCRIPTION
 BM0947
 BM0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0947'THIS STATION IS ABOUT 4-1/2 MILES SW OF SINGLETON, ABOUT
 BM0947'10-1/2 MILES NNW OF ANDERSON, AND ABOUT 3-3/4 MILES NE OF
 BM0947'CARLOS, ON LAND OWNED BY G.W. ALLEN.  IT IS ABOUT 1/2 MILE
 BM0947'N OF MR. ALLENS HOUSE, ABOUT 75 FEET S OF THE HIGHEST POINT
 BM0947'OF A LOW WOODED SAND KNOLL.  THERE IS A HILL ABOUT 250 YARDS
 BM0947'N WHICH IS SLIGHTLY HIGHER.  THE STATION IS 10 FEET S OF
 BM0947'A 10-INCH RED OAK TREE AND 59 FEET NNW OF A 12-INCH PINE
 BM0947'TREE WITH A TRIANGULAR BLAZE ON THE SW SIDE.  THE MARK
 BM0947'PROJECTS 5 INCHES.
 BM0947'
 BM0947'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BM0947'BRONZE DISKS SET IN CONCRETE.
 BM0947'
 BM0947'REFERENCE MARK NO. 1 IS S OF THE STATION, ON THE S SLOPE OF
 BM0947'THE HILL, ABOUT 5 FEET LOWER THAN THE STATION, AND 65 FEET
 BM0947'SW OF THE 12-INCH PINE TREE WITH TRIANGULAR BLAZE.  THE MARK
 BM0947'PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS WSW OF THE STATION,
 BM0947'ON THE W SLOPE OF THE HILL ABOUT 6 FEET LOWER THAN THE STATION.
 BM0947'THE MARK PROJECTS 6 INCHES.
 BM0947'
 BM0947'THE AZIMUTH MARK IS S OF THE STATION, ABOUT 200 YARDS W OF
 BM0947'MR. ALLENS HOUSE, 50 FEET E OF THE W END OF A FENCE ENCLOSURE,
 BM0947'50 FEET W OF THE FENCE CORNER AND 1 FOOT S OF THE FENCE
 BM0947'ON THE S SIDE OF THE ENCLOSURE.  THE MARK PROJECTS 4 INCHES.
 BM0947'
 BM0947'TO REACH FROM COURTHOUSE IN ANDERSON, GO N ON HIGHWAY TEXAS
 BM0947'90 FOR 1.5 MILES TO A SIDE ROAD TO THE LEFT, THENCE LEFT
 BM0947'(NW) 8.3 MILES TO CROSSROADS AT FILLING STATION AT CARLOS
 BM0947'WHICH IS ABOUT 0.2 MILE S OF RAILROAD GRADE.  TURN RIGHT AND
 BM0947'FOLLOW MAIN ROAD NE 2.0 MILES TO THE FORK.  TAKE LEFT FORK
 BM0947'AND 1.15 MILES TO FORK.  TAKE RIGHT FORK FOR 0.1 MILE TO
 BM0947'FORK, TAKE RIGHT FORK AND GO DOWN HILL THROUGH CUT AND CONTINUE
 BM0947'FOR 0.2 MILE TO CATTLE GUARD.  PASS CATTLE GUARD AND CONTINUE
 BM0947'ON SAND TRAIL FOR 0.4 MILE TO W END OF FENCE ENCLOSURE (AZIMUTH
 BM0947'MARK AT THIS POINT).  TURN LEFT AND FOLLOW SAND TRAIL NW
 BM0947'UPHILL FOR 0.4 MILE, THENCE NE THROUGH WOODS AND UP THE
 BM0947'HILL ABOUT 0.3 MILE TO THE STATION.
 BM0947'
 BM0947'A 64-FOOT TOWER WAS USED.
 BM0947'
 BM0947'ALL LIGHTS COME INTO VIEW AT 45 FEET.
 BM0947
 BM0947                          STATION RECOVERY (1937)
 BM0947
 BM0947'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0947'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 BM0947
 BM0947                          STATION RECOVERY (1994)
 BM0947
 BM0947'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1156 ***********************************************************************
 DN1156  DESIGNATION -  ALLEN
 DN1156  PID         -  DN1156
 DN1156  STATE/COUNTY-  TX/COLLIN
 DN1156  USGS QUAD   -  PLANO (1973)
 DN1156
 DN1156                         *CURRENT SURVEY CONTROL
 DN1156  ___________________________________________________________________
 DN1156* NAD 83(1993)-  33 05 13.76789(N)    096 40 16.31758(W)     ADJUSTED  
 DN1156* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 DN1156  ___________________________________________________________________
 DN1156  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 DN1156  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DN1156
 DN1156  HORZ ORDER  -  SECOND
 DN1156
 DN1156.The horizontal coordinates were established by classical geodetic methods
 DN1156.and adjusted by the National Geodetic Survey in February 1996..
 DN1156
 DN1156.The orthometric height was scaled from a topographic map.
 DN1156
 DN1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1156
 DN1156.The geoid height was determined by GEOID03.
 DN1156
 DN1156;                    North         East     Units Scale Factor Converg.
 DN1156;SPC TXNC     - 2,159,003.825   770,708.728   MT  0.99987281   +0 59 50.7
 DN1156;SPC TXNC     - 7,083,331.72  2,528,566.89   sFT  0.99987281   +0 59 50.7
 DN1156;UTM  14      - 3,663,361.581   717,357.075   MT  1.00018254   +1 16 18.6
 DN1156
 DN1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1156!SPC TXNC     -   0.99997172  x   0.99987281  =   0.99984453
 DN1156!UTM  14      -   0.99997172  x   1.00018254  =   1.00015426
 DN1156
 DN1156:                Primary Azimuth Mark                     Grid Az
 DN1156:SPC TXNC     -  F 923                                    026 27 41.6
 DN1156:UTM  14      -  F 923                                    026 11 13.7
 DN1156
 DN1156|---------------------------------------------------------------------|
 DN1156| PID    Reference Object                     Distance      Geod. Az  |
 DN1156|                                                           dddmmss.s |
 DN1156| DN0403 F 923                               464.784 METERS 0272732.3 |
 DN1156| CX9534 ALLEN RM 1                           22.278 METERS 02941     |
 DN1156| DN1158 PLANO FIRST BAP CH STEEPLE          APPROX. 7.9 KM 1971335.9 |
 DN1156| CX9535 ALLEN RM 2                           24.943 METERS 21032     |
 DN1156|---------------------------------------------------------------------|
 DN1156
 DN1156                          SUPERSEDED SURVEY CONTROL
 DN1156
 DN1156  NAD 83(1993)-  33 05 13.76952(N)    096 40 16.31205(W) AD(       ) 2
 DN1156  NAD 83(1986)-  33 05 13.77467(N)    096 40 16.30314(W) AD(       ) 2
 DN1156  NAD 27      -  33 05 13.34900(N)    096 40 15.32000(W) AD(       ) 2
 DN1156
 DN1156.Superseded values are not recommended for survey control.
 DN1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1156.See file dsdata.txt to determine how the superseded data were derived.
 DN1156
 DN1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1735763362(NAD 83)
 DN1156_MARKER: DS = TRIANGULATION STATION DISK
 DN1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1156
 DN1156  HISTORY     - Date     Condition        Report By
 DN1156  HISTORY     - 1950     MONUMENTED       CGS
 DN1156  HISTORY     - 1955     GOOD             TXHD
 DN1156  HISTORY     - 1960     SEE DESCRIPTION  USGS
 DN1156  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN1156
 DN1156                          STATION DESCRIPTION
 DN1156
 DN1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CL)
 DN1156'STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF PLANO,
 DN1156'9 MILES SOUTH-SOUTHWEST OF MC KINNEY AND 9 MILES NORTHWEST
 DN1156'OF WYLIE, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 75.  IT IS 43
 DN1156'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 15 FEET SOUTH
 DN1156'OF THE APPROXIMATE CENTERLINE OF A FARM DRIVEWAY.  THE MARK
 DN1156'PROJECTS ABOUT 2 INCHES AND THE DISC IS STAMPED, ALLEN 1949.
 DN1156'(SEE NOTE*)
 DN1156'
 DN1156'REFERENCE MARK NO. 1 IS ON THE HIGHWAY RIGHT-OF-WAY, 44
 DN1156'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS
 DN1156'ABOUT 6 INCHES AND THE DISC IS STAMPED, ALLEN NO 1 1949.
 DN1156'
 DN1156'REFERENCE MARK NO. 2 IS ON THE HIGHWAY RIGHT-OF-WAY, 46
 DN1156'FEET EAST OF ITS CENTERLINE.  THE MARK PROJECTS ABOUT 3
 DN1156'INCHES AND THE DISC IS STAMPED, ALLEN NO 2 1949.
 DN1156'
 DN1156'BENCH MARK F-923 1946 (USED AS AN AZIMUTH MARK) IS ABOUT
 DN1156'0.3 MILE NORTH-NORTHEAST OF THE STATION, ON THE WEST
 DN1156'RIGHT-OF-WAY OF U.S. HIGHWAY 75, 50 FEET FROM THE CENTERLINE,
 DN1156'AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS A
 DN1156'6 BY 6 INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES WITH
 DN1156'A STANDARD BENCH MARK DISC IN THE TOP THAT IS STAMPED, F-923
 DN1156'1946.
 DN1156'
 DN1156'THE STATION WAS REACHED FROM THE JUNCTION OF MAIN STREET
 DN1156'AND U.S. HIGHWAY 75 IN PLANO, BY GOING NORTHERLY ON THE
 DN1156'HIGHWAY FOR 3.1 MILES TO THE STATION SITE ON THE RIGHT.
 DN1156'
 DN1156'TO REACH THE BENCH MARK FROM THE STATION GO NORTHERLY ON
 DN1156'THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED
 DN1156'ABOVE.
 DN1156'
 DN1156'*NOTE--THIS STATION WAS BUILT IN 1949 AND OCCUPIED IN 1950.
 DN1156'
 DN1156'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DN1156
 DN1156                          STATION RECOVERY (1955)
 DN1156
 DN1156'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1156'STATION RECOVERED.  STATION IS 43.0 FT EAST OF CENTERLINE
 DN1156'U.S. 75 AND IN CORNER OF PLOWED FIELD.  IT IS JUST SOUTH
 DN1156'OF LANE TO HOUSE.
 DN1156
 DN1156                          STATION RECOVERY (1960)
 DN1156
 DN1156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DN1156'THE STATION WAS LOCATED AS DESCRIBED EXCEPT THAT IT IS ABOUT
 DN1156'5.5 MILES NNE OF PLANO ALONG HIGHWAY 5 INSTEAD OF 3.1 MILES
 DN1156'AS DESCRIBED.  THE TABLET WAS SHEARED OFF THE BRONZE STEM.
 DN1156'THE STEM REMAINED IN THE CONCRETE POST.
 DN1156'
 DN1156'REFERENCE MARKS WERE DUG FOR BUT NOT FOUND.
 DN1156
 DN1156                          STATION RECOVERY (1994)
 DN1156
 DN1156'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0800 ***********************************************************************
 CB0800  DESIGNATION -  ALLEN ET
 CB0800  PID         -  CB0800
 CB0800  STATE/COUNTY-  TX/RUNNELS
 CB0800  USGS QUAD   -  WILMETH (1987)
 CB0800
 CB0800                         *CURRENT SURVEY CONTROL
 CB0800  ___________________________________________________________________
 CB0800* NAD 83(1993)-  31 52 54.13927(N)    100 00 30.72135(W)     ADJUSTED  
 CB0800* NAVD 88     -       563.7    (meters)    1849.     (feet)  VERTCON   
 CB0800  ___________________________________________________________________
 CB0800  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CB0800  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CB0800
 CB0800  HORZ ORDER  -  THIRD
 CB0800
 CB0800.The horizontal coordinates were established by classical geodetic methods
 CB0800.and adjusted by the National Geodetic Survey in February 1996..
 CB0800
 CB0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0800
 CB0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0800
 CB0800.The geoid height was determined by GEOID03.
 CB0800
 CB0800;                    North         East     Units Scale Factor Converg.
 CB0800;SPC TX C     - 3,245,604.645   730,730.619   MT  0.99999956   +0 10 02.2
 CB0800;SPC TX C     -10,648,287.91  2,397,405.37   sFT  0.99999956   +0 10 02.2
 CB0800;UTM  14      - 3,527,767.171   404,614.303   MT  0.99971221   -0 31 57.8
 CB0800
 CB0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0800!SPC TX C     -   0.99991546  x   0.99999956  =   0.99991502
 CB0800!UTM  14      -   0.99991546  x   0.99971221  =   0.99962770
 CB0800
 CB0800:                Primary Azimuth Mark                     Grid Az
 CB0800:SPC TX C     -  VANCIL ET                                180 15 17.8
 CB0800:UTM  14      -  VANCIL ET                                180 57 17.8
 CB0800
 CB0800|---------------------------------------------------------------------|
 CB0800| PID    Reference Object                     Distance      Geod. Az  |
 CB0800|                                                           dddmmss.s |
 CB0800| CB0807 VANCIL ET                           APPROX. 3.7 KM 1802520.0 |
 CB0800|---------------------------------------------------------------------|
 CB0800
 CB0800                          SUPERSEDED SURVEY CONTROL
 CB0800
 CB0800  NAD 83(1986)-  31 52 54.14613(N)    100 00 30.70753(W) AD(       ) 3
 CB0800  NAD 27      -  31 52 53.60834(N)    100 00 29.36947(W) AD(       ) 3
 CB0800  NGVD 29 (07/19/86)  563.6    (m)         1849.     (f) VERT ANG       
 CB0800
 CB0800.Superseded values are not recommended for survey control.
 CB0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0800.See file dsdata.txt to determine how the superseded data were derived.
 CB0800
 CB0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0461427767(NAD 83)
 CB0800_MARKER: DD = SURVEY DISK
 CB0800_SETTING: 0 = UNSPECIFIED SETTING
 CB0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0800
 CB0800  HISTORY     - Date     Condition        Report By
 CB0800  HISTORY     - 1958     MONUMENTED       USGS
 CB0800
 CB0800                          STATION DESCRIPTION
 CB0800
 CB0800'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0800'STATION IS LOCATED ABOUT 10.5 MI. (AIRLINE) NW. OF BALLINGER, TEXAS,
 CB0800'6.0 MI. (AIRLINE) SW. OF WINTERS, TEXAS, ABOUT 3.0 MI. (AIRLINE) W.
 CB0800'OF U.S. HIGHWAY 83 ON THE RUFUS ALLEN RANCH, TOP OF GRASSY RIDGE
 CB0800'COVERED WITH SCATTERED MESQUITE, 0.3 MI. S. OF GRADED RD. AND 0.4 MI.
 CB0800'W. OF LARGE STOCK TANK, 42 FT. N. OF TRACK RD.
 CB0800'TO REACH FROM SANTA FE RAILWAY STATION IN BALLINGER, TEXAS, PROCEED
 CB0800'0.9 MI. NW. ALONG U.S. HIGHWAY 83 TO A RD. JUNCTION, THENCE NW. ALONG
 CB0800'STATE HIGHWAY 158 2.0 MI. TO A Y-RD. FORK, PROCEED N. AND NW. ALONG
 CB0800'GRADED RD. 3.8 MI. TO A T-RD. N., PROCEED N. ALONG GRADED RD. 3.8 MI.
 CB0800'TO A T-RD. W., THENCE W. AND N. ALONG MAIN TRAVELED RD. 2.4 MI. TO
 CB0800'CROSSROADS, CONTINUE N. 1.0 MI. TO A RD. BEND AND THENCE E. 1.2 MI.
 CB0800'TO A TRACK RD. S., FOLLOW S. THEN E. ALONG TRACK RD. 0.8 MI. TO TOP
 CB0800'OF RIDGE AND STATION.
 CB0800'
 CB0800'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 CB0800'0.1 FT., STAMPED ---ALLEN-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0781 ***********************************************************************
 BN0781  DESIGNATION -  ALLEN RANCH WATER TANK 1943
 BN0781  PID         -  BN0781
 BN0781  STATE/COUNTY-  TX/KIMBLE
 BN0781  USGS QUAD   -  JUNCTION SE (1974)
 BN0781
 BN0781                         *CURRENT SURVEY CONTROL
 BN0781  ___________________________________________________________________
 BN0781* NAD 83(1993)-  30 17 10.28514(N)    099 45 03.85340(W)     ADJUSTED  
 BN0781* NAVD 88     -                                                        
 BN0781  ___________________________________________________________________
 BN0781  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 BN0781  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BN0781
 BN0781  HORZ ORDER  -  THIRD
 BN0781
 BN0781.The horizontal coordinates were established by classical geodetic methods
 BN0781.and adjusted by the National Geodetic Survey in February 1996..
 BN0781
 BN0781
 BN0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0781
 BN0781.The geoid height was determined by GEOID03.
 BN0781
 BN0781;                    North         East     Units Scale Factor Converg.
 BN0781;SPC TX C     - 3,068,825.171   756,015.936   MT  0.99995907   +0 17 59.6
 BN0781;SPC TX C     -10,068,303.92  2,480,362.28   sFT  0.99995907   +0 17 59.6
 BN0781;SPC TXSC     - 4,272,085.482   527,741.287   MT  1.00000083   -0 22 04.7
 BN0781;SPC TXSC     -14,016,000.45  1,731,431.21   sFT  1.00000083   -0 22 04.7
 BN0781;UTM  14      - 3,350,737.017   427,768.730   MT  0.99966436   -0 22 43.7
 BN0781
 BN0781                          SUPERSEDED SURVEY CONTROL
 BN0781
 BN0781  NAD 83(1986)-  30 17 10.29077(N)    099 45 03.84223(W) AD(       ) 4
 BN0781  NAD 27      -  30 17 09.59000(N)    099 45 02.61000(W) AD(       ) 3
 BN0781
 BN0781.Superseded values are not recommended for survey control.
 BN0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0781.See file dsdata.txt to determine how the superseded data were derived.
 BN0781
 BN0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2776950737(NAD 83)
 BN0781_MARKER: 53 = ELEVATED TANK
 BN0781
 BN0781  HISTORY     - Date     Condition        Report By
 BN0781  HISTORY     - 1943     FIRST OBSERVED   CGS
 BN0781
 BN0781                          STATION DESCRIPTION
 BN0781
 BN0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0781'THIS TRAVERSE STATION IS ABOUT 8 MILES SW OF SEGOVIA, 75
 BN0781'YARDS SSE OF THE ALLEN RANCH HOUSE AND 50 FEET SE OF A LARGE
 BN0781'STONE OPEN RESERVOIR.
 BN0781'
 BN0781'IT IS A LIGHT COLORED, CONCRETE WATER TANK, SUPPORTED ON
 BN0781'FOUR LEGS AND HAS A CONICAL ROOF.  IT IS ABOUT 12 FEET IN
 BN0781'DIAMETER AND 18 FEET HIGH, OVERALL.
 BN0781'
 BN0781'THE POINT LOCATED WAS THE CENTER OF THE BASE OF THE TANK
 BN0781'SUPPORTS.  IT WAS LOCATED BY TRAVERSE FROM STATION ALLEN
 BN0781'AND IS 31.82 METERS, 104.4 FEET, E OF ALLEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0894 ***********************************************************************
 CU0894  DESIGNATION -  ALLEN RESET
 CU0894  PID         -  CU0894
 CU0894  STATE/COUNTY-  TX/FISHER
 CU0894  USGS QUAD   -  ESKOTA (1987)
 CU0894
 CU0894                         *CURRENT SURVEY CONTROL
 CU0894  ___________________________________________________________________
 CU0894* NAD 83(1993)-  32 35 30.77938(N)    100 18 59.08677(W)     ADJUSTED  
 CU0894* NAVD 88     -       673.7    (meters)    2210.     (feet)  VERTCON   
 CU0894  ___________________________________________________________________
 CU0894  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CU0894  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CU0894
 CU0894  HORZ ORDER  -  FIRST
 CU0894
 CU0894.The horizontal coordinates were established by classical geodetic methods
 CU0894.and adjusted by the National Geodetic Survey in February 1996..
 CU0894
 CU0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0894
 CU0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0894
 CU0894.The geoid height was determined by GEOID03.
 CU0894
 CU0894;                    North         East     Units Scale Factor Converg.
 CU0894;SPC TXNC     - 2,104,071.677   429,497.939   MT  0.99990460   -0 59 26.4
 CU0894;SPC TXNC     - 6,903,108.49  1,409,111.15   sFT  0.99990460   -0 59 26.4
 CU0894;UTM  14      - 3,606,809.102   376,458.554   MT  0.99978820   -0 42 33.0
 CU0894
 CU0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0894!SPC TXNC     -   0.99989859  x   0.99990460  =   0.99980320
 CU0894!UTM  14      -   0.99989859  x   0.99978820  =   0.99968681
 CU0894
 CU0894:                Primary Azimuth Mark                     Grid Az
 CU0894:SPC TXNC     -  ALLEN AZ MK RESET                        032 23 35.7
 CU0894:UTM  14      -  ALLEN AZ MK RESET                        032 06 42.3
 CU0894
 CU0894|---------------------------------------------------------------------|
 CU0894| PID    Reference Object                     Distance      Geod. Az  |
 CU0894|                                                           dddmmss.s |
 CU0894| CX7489 ALLEN AZ MK RESET                                  0312409.3 |
 CU0894| CX7491 ALLEN RM 1                           17.062 METERS 10026     |
 CU0894| CU0916 TRENT MUNICIPAL TANK                APPROX.21.6 KM 1215930.3 |
 CU0894| CX7488 ALLEN AZ MK                                        1540207.4 |
 CU0894| CX7490 ALLEN RM                             14.825 METERS 18011     |
 CU0894| CU0949 SWEETWATER TV STA KTXS MAST         APPROX.12.7 KM 2023702.7 |
 CU0894| CU0953 SWEETWATER WATER TANK               APPROX.17.7 KM 2091113.0 |
 CU0894| CU0957 SWEETWATER SCHOOLHOUSE CUPOLA       APPROX.15.2 KM 2113559.3 |
 CU0894| CU0897 SWEETWATER ATT MICROWAVE            APPROX.10.8 KM 2125648.6 |
 CU0894| CU0956 SWEETWATER STANDPIPE                APPROX.17.3 KM 2133738.0 |
 CU0894| CU0965 ROSCOE MUNICIPAL TANK               APPROX.26.4 KM 2320203.2 |
 CU0894| CX7492 ALLEN RM 2                           22.853 METERS 35919     |
 CU0894|---------------------------------------------------------------------|
 CU0894
 CU0894                          SUPERSEDED SURVEY CONTROL
 CU0894
 CU0894  NAD 83(1986)-  32 35 30.78459(N)    100 18 59.07649(W) AD(       ) 1
 CU0894  NAD 27      -  32 35 30.37000(N)    100 18 57.70100(W) AD(       ) 1
 CU0894  NGVD 29 (07/19/86)  673.5    (m)         2210.     (f) VERT ANG       
 CU0894
 CU0894.Superseded values are not recommended for survey control.
 CU0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0894.See file dsdata.txt to determine how the superseded data were derived.
 CU0894
 CU0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7645906809(NAD 83)
 CU0894_MARKER: N = NAIL
 CU0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0894
 CU0894  HISTORY     - Date     Condition        Report By
 CU0894  HISTORY     - 1908     MONUMENTED       CGS
 CU0894  HISTORY     - 1935     GOOD             CGS
 CU0894  HISTORY     - 1958     GOOD             CGS
 CU0894  HISTORY     - 1964     GOOD             CGS
 CU0894  HISTORY     - 1968     GOOD             CGS
 CU0894
 CU0894                          STATION DESCRIPTION
 CU0894
 CU0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WB)
 CU0894'SIX MILES DIRECT, OR 7-1/2 MILES BY ROAD, NW FROM ESKOTA 10
 CU0894'MILES DIRECT OR 14 MILES BY ROAD NE FROM SWEETWATER, TOWNS
 CU0894'ON THE TEXAS AND PACIFIC RAILWAY AND 200 METERS (656 FEET) W
 CU0894'OF THE ESKOTA-ROBY PUBLIC ROAD.  IT IS ON PRAIRIE LAND ON THE
 CU0894'HIGHEST PART OF A PROMINENT ROUND-TOPPED KNOLL.  SURFACE,
 CU0894'UNDERGROUND AND REFERENCE MARKS ARE EACH A LARGE NAIL IN
 CU0894'IRON PIPE SET IN CONCRETE.
 CU0894'
 CU0894'REFERENCE MARK IS 14.825 METERS (48.64 FEET) FROM THE STATION
 CU0894'S 0 DEG 11 MIN W.  THE CHIMNEY OF N.H. ALLENS HOUSE
 CU0894'IS ABOUT 300 METERS (984 FEET) FROM THE STATION N 56 DEG 42 MIN E,
 CU0894'AND A COTTON-GIN STACK IS DISTANT ABOUT 2 MILES
 CU0894'N 88 DEG 03 MIN W.  BEARING FROM STATION OF SWEETWATER,
 CU0894'SCHOOLHOUSE CUPOLA, DISTANT ABOUT 9 MILES, IS S 31 DEG 36 MIN W.
 CU0894
 CU0894                          STATION RECOVERY (1935)
 CU0894
 CU0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0894'OLD STATION WAS FOUND IN GOOD CONDITION, A NAIL SET IN A
 CU0894'1 1/2-INCH IRON PIPE FILLED WITH CONCRETE.  NAIL WAS REPLACED
 CU0894'WITH A STANDARD DISK STAMPED ALLEN 1908-1935.  PIPE WAS ALSO
 CU0894'SURROUNDED WITH A MASS OF CONCRETE ABOUT 2 FEET IN DIAMETER AND
 CU0894'ABOUT 3 FEET DEEP TO SECURE PERMANENCY.  THE OLD REFERENCE
 CU0894'MARK COULD NOT BE FOUND.  STATION IS ON A PROMINENT ROUND-TOPPED
 CU0894'KNOLL IN THE CULTIVATED FIELD OF R.F. SMITH, TENANTED BY M.L.
 CU0894'DURHAL, 9-3/4 MILES NNE OF SWEETWATER, 5-1/2 MILES NW OF ESKOTA,
 CU0894'11 MILES SSE OF ROBY AND ABOUT 0.3 MILE NW OF DURHALS
 CU0894'HOUSE.
 CU0894'
 CU0894'THREE NEW MARKS WERE ESTABLISHED AS FOLLOWS--
 CU0894'
 CU0894'REFERENCE MARK NO. 1 (1935) A STANDARD DISK SET SE OF STATION,
 CU0894'REFERENCE MARK NO. 2 (1935) A STANDARD DISK SET N OF STATION,
 CU0894'AND THE AZIMUTH MARK (1935) A STANDARD DISK S OF STATION.
 CU0894'THE AZIMUTH MARK CAN BE REACHED FROM DURHALS BY GOING S 0.5
 CU0894'MILE TO CROSS ROAD.  MARK IS SET 40 FEET W OF CENTER LINE
 CU0894'OF N-S ROAD, 20 FEET N OF E-W ROAD IN FENCE LINE.
 CU0894'
 CU0894'REACHED FROM JUNCTION OF HIGHWAYS, U.S. HIGHWAY 70 AND U.S.
 CU0894'HIGHWAY 80 IN SWEETWATER ABOUT 1/2 MILE E OF BUSINESS DISTRICT,
 CU0894'GO N ON U.S. HIGHWAY 70 FOR 7.0 MILES OR 4.6 MILES BEYOND
 CU0894'RAILROAD UNDERPASS, AND TURN RIGHT E ON GRADED DIRT CROSS
 CU0894'ROAD WITH GASOLINE STATION ON RIGHT, AND JUST BEFORE CROSSING
 CU0894'VIADUCT OVER RAILROAD TRACKS.  GO STRAIGHT E FOR 4.35 MILES OR
 CU0894'1.5 MILES PAST CROSSROADS IN SETTLEMENT OF PALAVA AND TURN
 CU0894'N AT CROSSROADS.  GO N 0.5 MILE TO DURHALS HOUSE ON LEFT.
 CU0894'APPROACH STATION FROM DURHALS YARD, 1/3 MILE NW OF HERE IN
 CU0894'COTTON FIELD.  SUMMIT IS NOT CULTIVATED.
 CU0894
 CU0894                          STATION RECOVERY (1958)
 CU0894
 CU0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0894'STATION RECOVERED AS DESCRIBED AND THE STATION MARK AND
 CU0894'REFERENCE MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CU0894'WAS NOT FOUND AND INDICATIONS WERE THAT THIS MARK HAD BEEN
 CU0894'DESTROYED BY ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS
 CU0894'ESTABLISHED AND ITS DIRECTION DETERMINED BY INITIALING ON
 CU0894'THE SWEETWATER TANK.
 CU0894'
 CU0894'THE MILEAGE FROM SWEETWATER TO THE STATION WAS NOT CHECKED
 CU0894'BUT BY CHECKING THE COUNTY MAP THE 1935 DESCRIPTION TO REACH
 CU0894'APPEARED TO BE ADEQUATE.
 CU0894'
 CU0894'TO REACH THE AZIMUTH MARK FROM THE HOUSE (VACANT) WHICH IS
 CU0894'ABOUT 1/3 MILE SOUTHEAST, GO NORTH 0.5 MILE TO A T-INTERSECTION,
 CU0894'TURN RIGHT AND GO EAST FOR 0.15 MILE TO MARK ON LEFT.  MARK
 CU0894'IS 22 FEET N. CENTERLINE OF ROAD, 13 FEET EAST OF A STEEL
 CU0894'GATE AND 1-1/2 FEET EAST OF A POWER LINE POLE.  STAMPED ALLEN
 CU0894'1908 RESET 1958.
 CU0894
 CU0894                          STATION RECOVERY (1964)
 CU0894
 CU0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AJ)
 CU0894'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 CU0894'BY C.I. ASLAKSON IN 1935.  THE AZIMUTH MARK WAS RECOVERED
 CU0894'AS DESCRIBED BY H.J.S. IN 1958.  THE GASOLINE STATION MENTIONED
 CU0894'IN THE 1935 DESCRIPTION HAS BEEN REMOVED.  FOLLOWING IS A NEW
 CU0894'ROUTING TO THE STATION.
 CU0894'
 CU0894'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND
 CU0894'U.S. HIGHWAY 80, ABOUT 1/3 MILE EAST OF SWEETWATER, GO NORTH
 CU0894'ON HIGHWAY 70 FOR 2.4 MILES TO AN OVERPASS.  CONTINUE NORTH
 CU0894'ON THE HIGHWAY FOR 4.6 MILES TO CROSSROAD.  TURN RIGHT AND GO
 CU0894'EAST ON A GRAVELED ROAD FOR 4.25 MILES TO A CROSSROAD.  TURN
 CU0894'LEFT AND GO NORTH ON A GRADED ROAD FOR 0.5 MILE TO DURAHLS
 CU0894'HOUSE ON THE LEFT.  CONTINUE NORTH FOR 0.2 MILE TO AN OPENING
 CU0894'IN A FENCE ON THE LEFT.  TURN LEFT, THEN RIGHT AND CONTINUE
 CU0894'NORTH FOR 0.05 MILE TO A FENCE CORNER.  TURN LEFT AND GO WEST
 CU0894'ALONG THE SOUTH SIDE OF A FENCE FOR 0.2 MILE.  AT THIS POINT
 CU0894'TURN LEFT AND GO SOUTH FOR 0.05 MILE TO THE HIGHEST POINT
 CU0894'AND THE STATION.
 CU0894
 CU0894                          STATION RECOVERY (1968)
 CU0894
 CU0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0894'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 CU0894'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 CU0894'WAS NOT FOUND AND IS BELIEVED DESTROYED BY ROAD CONSTRUCTION.  A
 CU0894'NEW AZIMUTH WAS NOT ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION
 CU0894'FOLLOWS.
 CU0894'
 CU0894'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE, NORTHEAST OF
 CU0894'SWEETWATER, ABOUT 7 MILES NORTH OF INTERSTATE 20 AND ABOUT 3-1/2
 CU0894'MILES EAST OF STATE HIGHWAY 70.  IT IS ON TOP OF A ROUND TOPPED
 CU0894'KNOLL IN A CULTIVATED FIELD ON PROPERTY OWNED BY MR. CLEAVE SMITH.
 CU0894'
 CU0894'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 80 AND STATE
 CU0894'HIGHWAY 70 IN SWEETWATER, GO NORTH ON STATE HIGHWAY 70 FOR 3.0
 CU0894'MILES TO A MICRO-WAVE TOWER ON THE LEFT, CONTINUE NORTH ON STATE
 CU0894'HIGHWAY 70 FOR 4.0 MILES TO A SIDE ROAD RIGHT JUST BEFORE REACHING
 CU0894'AN OVERPASS, TURN RIGHT AND GO EAST ON A SURFACED ROAD FOR 4.2
 CU0894'MILES TO A CROSSROAD AND THE END OF THE SURFACED ROAD, TURN LEFT
 CU0894'AND GO NORTH ON A DIRT ROAD FOR 0.5 MILE TO A HOUSE ON THE
 CU0894'LEFT, TURN LEFT PASSING AROUND THE HOUSE AND GO NORTH ALONG THE
 CU0894'EAST SIDE OF THE FIELD FOR 0.2 MILE TO A FENCELINE, TURN LEFT AND
 CU0894'GO WEST ALONG THE NORTH SIDE OF THE FIELD FOR 0.15 MILE TO A
 CU0894'TRACK ROAD LEFT, TURN LEFT AND FOLLOW THE TRACK ROAD SOUTH FOR
 CU0894'0.05 MILE TO THE TOP OF KNOLL AND THE STATION SITE.
 CU0894'
 CU0894'THE STATION MARK IS A STANDARD DISK STAMPED ALLEN 1908 1935, SET
 CU0894'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 CU0894'
 CU0894'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ALLEN NO 1 1935, SET
 CU0894'IN THE TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
 CU0894'IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 CU0894'
 CU0894'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ALLEN NO 2 1935, SET
 CU0894'IN THE TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
 CU0894'IT IS ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.
 CU0894'
 CU0894'THE REFERENCE MARKS WERE NOT MEASURED BETWEEN DUE TO BRUSH AND THE
 CU0894'CREST OF THE HILL ON LINE.
 CU0894'
 CU0894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 CU0894'NORTHEAST OF SWEETWATER.
 CU0894'
 CU0894'HEIGHT OF LIGHT ABOVE THE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2063 ***********************************************************************
 AY2063  DESIGNATION -  ALLEN USGS 1924
 AY2063  PID         -  AY2063
 AY2063  STATE/COUNTY-  TX/UVALDE
 AY2063  USGS QUAD   -  HACIENDA (1960)
 AY2063
 AY2063                         *CURRENT SURVEY CONTROL
 AY2063  ___________________________________________________________________
 AY2063* NAD 83(1993)-  29 12 05.35145(N)    099 58 35.23892(W)     ADJUSTED  
 AY2063* NAVD 88     -       394.     (meters)    1293.     (feet)  SCALED    
 AY2063  ___________________________________________________________________
 AY2063  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AY2063  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AY2063
 AY2063  HORZ ORDER  -  SECOND
 AY2063
 AY2063.The horizontal coordinates were established by classical geodetic methods
 AY2063.and adjusted by the National Geodetic Survey in February 1996..
 AY2063
 AY2063.The orthometric height was scaled from a topographic map.
 AY2063
 AY2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2063
 AY2063.The geoid height was determined by GEOID03.
 AY2063
 AY2063;                    North         East     Units Scale Factor Converg.
 AY2063;SPC TXSC     - 4,152,024.005   505,054.200   MT  0.99986594   -0 28 42.2
 AY2063;SPC TXSC     -13,622,098.76  1,656,998.65   sFT  0.99986594   -0 28 42.2
 AY2063;UTM  14      - 3,230,703.586   405,075.925   MT  0.99971119   -0 28 35.2
 AY2063
 AY2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2063!SPC TXSC     -   0.99994168  x   0.99986594  =   0.99980763
 AY2063!UTM  14      -   0.99994168  x   0.99971119  =   0.99965289
 AY2063
 AY2063                          SUPERSEDED SURVEY CONTROL
 AY2063
 AY2063  NAD 83(1986)-  29 12 05.34849(N)    099 58 35.21947(W) AD(       ) 2
 AY2063  NAD 27      -  29 12 04.48823(N)    099 58 33.99118(W) AD(       ) 2
 AY2063
 AY2063.Superseded values are not recommended for survey control.
 AY2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2063.See file dsdata.txt to determine how the superseded data were derived.
 AY2063
 AY2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT0507630704(NAD 83)
 AY2063_MARKER: I = METAL ROD
 AY2063_SETTING: 0 = UNSPECIFIED SETTING
 AY2063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY2063
 AY2063  HISTORY     - Date     Condition        Report By
 AY2063  HISTORY     - 1924     MONUMENTED       USGS
 AY2063  HISTORY     - 1937     GOOD             CGS
 AY2063  HISTORY     - 1972     GOOD             NGS
 AY2063
 AY2063                          STATION DESCRIPTION
 AY2063
 AY2063'DESCRIBED BY US GEOLOGICAL SURVEY 1924 (HO)
 AY2063'IRON PIPE 2.655 METERS (8.71 FEET) S 31 DEG 29 MIN E
 AY2063'FROM STATION ALLEN.
 AY2063
 AY2063                          STATION RECOVERY (1937)
 AY2063
 AY2063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 AY2063'STATION RECOVERED AS DESCRIBED.
 AY2063
 AY2063                          STATION RECOVERY (1972)
 AY2063
 AY2063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2063'THE STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER, THE TRAVERSE
 AY2063'DISTANCE TO TRIANGULATION STATION ALLEN 1924 WAS NOT VERIFIED.
 AY2063'THERE IS AN APPARENT DISCREPANCY IN THE ORIGINAL MEASUREMENT AS THE
 AY2063'FEET AND 2.561 METERS (8.40 FEET) SOUTHEAST OF STATION ALLEN 1924.
 AY2063'THE STATION CAN NOW BE DRIVEN TO.  FOLLOWING IS A NEW ROUTE TO THE
 AY2063'STATION.
 AY2063'
 AY2063'TO REACH THE STATION FROM THE POST OFFICE IN UVALDE, GO WEST ON U.S.
 AY2063'HIGHWAY 90 FOR 7.1 MILES TO A BRIDGE OVER THE NUECES RIVER, CONTINUE
 AY2063'WEST ON HIGHWAY 90 FOR 4.2 MILES TO A METAL GATE ON THE LEFT.  TURN
 AY2063'LEFT, PASSING THROUGH THE GATE, AND TAKE THE LEFT ONE OF TWO ROADS
 AY2063'SOUTHEAST FOR 0.6 MILE TO A CORRAL AT A FENCE CORNER.  TURN RIGHT
 AY2063'AND GO SOUTHEAST ON A TRACK ROAD, PASSING BETWEEN TWO BARNS FOR 0.1
 AY2063'MILE T TO A GATE.  PASS THROUGH THE GATE AND GO SOUTH AND SOUTHWEST
 AY2063'ON A TRACK ROAD FOR 0.2 MILE TO A GATE, PASS THROUGH THE GATE
 AY2063'AND CONTINUE SOUTHWEST ON A TRACK ROAD FOR 1.1 MILES TO A DIM FORK.
 AY2063'TAKE THE LEFT FORK AND GO SOUTH, UPHILL, ON A WINDING TRACK ROAD FOR
 AY2063'0.8 MILE.  AT THIS POINT LEAVE THE ROAD AND GO SOUTHEAST FOR 0.05
 AY2063'MILE TO THE TOP OF THE HILL AND THE STATION.
 AY2063'
 AY2063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11-1/2 MILES WEST
 AY2063'OF UVALDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0442 ***********************************************************************
 BO0442  FBN         -  This is a Federal Base Network Control Station.
 BO0442  DESIGNATION -  ALLISON
 BO0442  PID         -  BO0442
 BO0442  STATE/COUNTY-  TX/SUTTON
 BO0442  USGS QUAD   -  BUFFALO WELL NW (1982)
 BO0442
 BO0442                         *CURRENT SURVEY CONTROL
 BO0442  ___________________________________________________________________
 BO0442* NAD 83(1993)-  30 37 30.72562(N)    100 24 59.15982(W)     ADJUSTED  
 BO0442* NAVD 88     -       724.3    (meters)    2376.     (feet)  GPS OBS   
 BO0442  ___________________________________________________________________
 BO0442  X           -    -993,300.255 (meters)                     COMP
 BO0442  Y           -  -5,403,338.605 (meters)                     COMP
 BO0442  Z           -   3,230,563.899 (meters)                     COMP
 BO0442  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 BO0442  ELLIP HEIGHT-         701.91  (meters)          (05/01/00) GPS OBS
 BO0442  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BO0442
 BO0442  HORZ ORDER  -  B
 BO0442  ELLP ORDER  -  THIRD     CLASS I
 BO0442
 BO0442.The horizontal coordinates were established by GPS observations
 BO0442.and adjusted by the National Geodetic Survey in May 1994..
 BO0442
 BO0442.The orthometric height was determined by GPS observations and a
 BO0442.high-resolution geoid model.
 BO0442
 BO0442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BO0442
 BO0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0442
 BO0442.The ellipsoidal height was determined by GPS observations
 BO0442.and is referenced to NAD 83.
 BO0442
 BO0442.The geoid height was determined by GEOID03.
 BO0442
 BO0442;                    North         East     Units Scale Factor Converg.
 BO0442;SPC TX C     - 3,106,261.689   692,033.503   MT  0.99990316   -0 02 34.1
 BO0442;SPC TX C     -10,191,126.89  2,270,446.58   sFT  0.99990316   -0 02 34.1
 BO0442;UTM  14      - 3,388,920.981   364,246.021   MT  0.99982734   -0 43 18.0
 BO0442
 BO0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0442!SPC TX C     -   0.99988978  x   0.99990316  =   0.99979295
 BO0442!UTM  14      -   0.99988978  x   0.99982734  =   0.99971714
 BO0442
 BO0442|---------------------------------------------------------------------|
 BO0442| PID    Reference Object                     Distance      Geod. Az  |
 BO0442|                                                           dddmmss.s |
 BO0442| CV3631 ALLISON RM 4                         19.698 METERS 04842     |
 BO0442| CV3627 ALLISON AZ MK                                      0633424.7 |
 BO0442| CV3629 ALLISON RM 2                         33.056 METERS 06428     |
 BO0442| CV3630 ALLISON RM 3 AZIMUTH                202.875 METERS 17623     |
 BO0442| CV3628 ALLISON RM 1                         45.812 METERS 33635     |
 BO0442|---------------------------------------------------------------------|
 BO0442
 BO0442                          SUPERSEDED SURVEY CONTROL
 BO0442
 BO0442  ELLIP H (05/09/94)  702.01   (m)                       GP(       ) 4 2
 BO0442  NAD 83(1986)-  30 37 30.72680(N)    100 24 59.14760(W) AD(       ) 1
 BO0442  NAD 27      -  30 37 30.08100(N)    100 24 57.82100(W) AD(       ) 1
 BO0442  NGVD 29 (07/19/86)  724.26   (m)         2376.2    (f) LEVELING    3  
 BO0442
 BO0442.Superseded values are not recommended for survey control.
 BO0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0442.See file dsdata.txt to determine how the superseded data were derived.
 BO0442
 BO0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU6424688921(NAD 83)
 BO0442_MARKER: DS = TRIANGULATION STATION DISK
 BO0442_SETTING: 66 = SET IN ROCK OUTCROP
 BO0442_SP_SET: BEDROCK
 BO0442_STAMPING: ALLISON 1935
 BO0442_MARK LOGO: CGS   
 BO0442_MAGNETIC: N = NO MAGNETIC MATERIAL
 BO0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0442+STABILITY: POSITION/ELEVATION WELL
 BO0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BO0442+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 BO0442
 BO0442  HISTORY     - Date     Condition        Report By
 BO0442  HISTORY     - 1935     MONUMENTED       CGS
 BO0442  HISTORY     - 1937     GOOD             TXHD
 BO0442  HISTORY     - 1944     GOOD             CGS
 BO0442  HISTORY     - 1946     GOOD             TXHD
 BO0442  HISTORY     - 1963     GOOD             USGS
 BO0442  HISTORY     - 1971     GOOD             NGS
 BO0442  HISTORY     - 1971     GOOD             NGS
 BO0442  HISTORY     - 19930222 GOOD             NGS
 BO0442  HISTORY     - 19980218 GOOD             NGS
 BO0442
 BO0442                          STATION DESCRIPTION
 BO0442
 BO0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0442'STATION IS ABOUT 13 MILES E BY N OF SONORA, ALONG THE
 BO0442'SONORA-OWINGSVILLE ROAD.
 BO0442'
 BO0442'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 BO0442'SET IN CONCRETE.
 BO0442'
 BO0442'REFERENCE MARK 1 IS 14 FEET E BY N OF CENTER LINE OF DIM ROAD
 BO0442'AND PROJECTS ABOUT 5 INCHES.
 BO0442'
 BO0442'REFERENCE MARK 2 IS 29 FEET N BY W OF CENTER LINE OF ROAD
 BO0442'AND PROJECTS ABOUT 5 INCHES.
 BO0442'
 BO0442'REFERENCE MARK 3 PROJECTS ABOUT 3 INCHES.
 BO0442'
 BO0442'TO REACH STATION FROM THE MC DONALD HOTEL IN SONORA, GO SE
 BO0442'ON U.S. HIGHWAY 290 FOR 0.4 MILE, TURN LEFT, CONTINUE ON HIGHWAY
 BO0442'290 FOR 5.0 MILES, TURN LEFT ONTO GRADED DIRT ROAD, GO 7.8 MILES,
 BO0442'TURN LEFT THROUGH GATE, GO 3.5 MILES, PASS THROUGH GATE, GO 0.15
 BO0442'MILE TO STATION ON LEFT NEAR DIM CROSS ROAD.
 BO0442'
 BO0442'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
 BO0442
 BO0442                          STATION RECOVERY (1937)
 BO0442
 BO0442'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0442'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION
 BO0442'AND AS DESCRIBED.  DID NOT SEARCH FOR REFERENCE MARK 3.
 BO0442'DIRECTIONS FOR LOCATING STATION WERE EXCELLENT.
 BO0442
 BO0442                          STATION RECOVERY (1944)
 BO0442
 BO0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0442'STATION RECOVERED AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 BO0442'A NEW GRADED DIRT ROAD NOW GOES BY THE STATION.
 BO0442'
 BO0442'STATION IS LOCATED 40 FEET N OF CENTER LINE OF ROAD, 10 FEET
 BO0442'N OF FENCE, 22 FEET SW OF 10-INCH OAK TREE BEARING A TRIANGULAR
 BO0442'BLAZE, AND 8 FEET NW OF A WHITE WOODEN WITNESS POST.
 BO0442'
 BO0442'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CYLINDRICAL
 BO0442'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
 BO0442'IT IS STAMPED ALLISON NO 1 1935.
 BO0442'
 BO0442'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CYLINDRICAL
 BO0442'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
 BO0442'IT IS 2 FEET N OF FENCE AND IS STAMPED ALLISON NO 2 1935.
 BO0442'
 BO0442'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN A CYLINDRICAL
 BO0442'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.
 BO0442'IT IS STAMPED ALLISON NO 3 1935.
 BO0442'
 BO0442'AZIMUTH MARK IS 19 PACES SSE OF CENTER LINE OF THE GRADED
 BO0442'DIRT ROAD AND 9 PACES SSE OF FENCE.  IT IS A BRONZE AZIMUTH DISK
 BO0442'SET IN AN 8-INCH SQUARE CONCRETE POST PROJECTING ABOUT 4 INCHES.
 BO0442'IT IS 3-1/2 FEET N OF A WHITE WOODEN WITNESS POST AND IS STAMPED
 BO0442'ALLISON 1944.
 BO0442'
 BO0442'TO REACH STATION FROM SONORA, GO E ON U.S. HIGHWAY 290 FOR 5.4
 BO0442'MILES FROM THE MC DONALD HOTEL, TURN LEFT ON GRADED DIRT
 BO0442'T-ROAD, N AND NE, 10 MILES TO POWELLS RANCH HOUSE ON LEFT.
 BO0442'CONTINUE ON MAIN ROAD FOR 1.8 MILES TO STATION.
 BO0442
 BO0442                          STATION RECOVERY (1946)
 BO0442
 BO0442'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1946
 BO0442'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BO0442'1944 DESCRIPTION GOOD EXCEPT GRADED DIRT ROAD N AND NE NOW
 BO0442'HAS CALICHE SURFURACE AND IS AN ALL WEATHER ROAD.
 BO0442
 BO0442                          STATION RECOVERY (1963)
 BO0442
 BO0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BO0442'THE SURFACE MARK HAS BEEN DESTROYED BY ROAD WIDENING.  THE
 BO0442'CONCRETE POST WAS FOUND.  R.M. 1 AND 2 RECOVERED, AND THE
 BO0442'UNDERGROUND STATION MARK WAS RECOVERED BY USING THESE.  NO
 BO0442'SEARCH WAS MADE FOR AZ. MK.
 BO0442'
 BO0442'TO REACH FROM SONORA, TRAVEL EAST AND NE ON U.S. 290 AND
 BO0442'RANCH ROAD 864 FOR 16 MILES TO STATION ON LEFT, IN THE BORROW
 BO0442'DITCH, 33 FT NW OF THE CENTER LINE OF ROAD, 12 FT SE ROW FENCE.
 BO0442
 BO0442                          STATION RECOVERY (1971)
 BO0442
 BO0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BO0442'THE STATION SUB-SURFACE MARK, REFERENCE MARK NO. 1 AND THE
 BO0442'AZIMUTH MARK 1944 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 BO0442'THE STATION SURFACE MARK AND REFERENCE MARK NO. 2 WERE FOUND TO
 BO0442'HAVE BEEN DESTROYED.  NO ATTEMPT WAS MADE TO RECOVER REFERENCE
 BO0442'MARK NO. 3, DUE TO THE HEAVY GROWTH MESQUITE IN THE AREA.
 BO0442'
 BO0442'A NEW STATION SURFACE MARK AND REFERENCE MARK NO. 4 WAS ESTABLISHED
 BO0442'AT THIS TIME.
 BO0442'
 BO0442'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 WAS VERIFIED.
 BO0442'
 BO0442'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 BO0442'
 BO0442'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF ELDORADO
 BO0442'AND 7 MILES EAST-NORTHEAST OF SONORA.
 BO0442'
 BO0442'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 BO0442'277 AND 290 IN SONORA, GO NORTHEASTERLY ON U.S. HIGHWAY 290 FOR
 BO0442'3.75 MILES TO THE JUNCTION OF FARM ROAD 864.  KEEP LEFT AND
 BO0442'GO NORTHEASTERLY ON ROUTE 864 FOR 9.2 MILES TO RANCH BUILDINGS
 BO0442'ON THE LEFT, CONTINUE STRAIGHT AHEAD NORTHEASTERLY ON ROUTE 864
 BO0442'FOR 1.7 MILES TO STATION ON THE LEFT.
 BO0442'
 BO0442'STATION MARKS ARE STANDARD DISKS, SUB-SURFACE MARK IS ABOUT 2
 BO0442'FEET BELOW THE SURFACE IN BEDROCK AND STAMPED ALLISON 1935.
 BO0442'SURFACE MARK IS A ROUND CONCRETE POST THAT IS ABOUT FLUSH WITH
 BO0442'THE GROUND AND THE DISK IS STAMPED ALLISON 1935 1971.  IT IS
 BO0442'38 FEET NORTH OF THE CENTERLINE OF ROUTE 864, 14 FEET SOUTH
 BO0442'OF THE FENCE-LINE AND 14 FEET SOUTH OF A METAL WITNESS POST.
 BO0442'
 BO0442'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 BO0442'ROUND CONCRETE POST THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED
 BO0442'ALLISON NO 1 1935.  IT IS 188 FEET NORTH OF THE CENTER-LINE
 BO0442'OF ROUTE 864, 136 FEET NORTH OF THE FENCE-LINE AND 136 FEET
 BO0442'NORTH OF A METAL WITNESS POST.
 BO0442'
 BO0442'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A
 BO0442'SQUARE CONCRETE POST THAT PROJECTS ABOUT 6-INCHES AND IS
 BO0442'STAMPED ALLISON 1935 NO 4 1971.  IT IS 61 FEET EAST OF A METAL
 BO0442'WITNESS POST, 50 FEET NORTH OF THE CENTER-LINE OF ROUTE 864
 BO0442'AND 1.4 FEET SOUTH OF THE FENCE-LINE.
 BO0442'
 BO0442'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 BO0442'CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED ALLISON
 BO0442'1944.  IT IS 49 FEET SOUTH OF THE CENTER-LINE OF ROUTE 864,
 BO0442'17 FEET EAST OF A HWY RIGHT-OF-WAY CONCRETE POST, 2 FEET WEST
 BO0442'OF THE WEST 1 OF 3 FENCE-LINE BRACE POST, 1.4 FEET WEST OF
 BO0442'A METAL WITNESS POST AND 1-FOOT NORTH OF FENCE-LINE.
 BO0442'
 BO0442'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 BO0442'ON ROUTE 864 FOR 0.3 MILE TO MARK ON THE RIGHT.
 BO0442'
 BO0442'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 BO0442'EAST-NORTHEAST SONORA
 BO0442
 BO0442                          STATION RECOVERY (1971)
 BO0442
 BO0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0442'RECOVERED IN GOOD CONDITION.
 BO0442
 BO0442                          STATION RECOVERY (1993)
 BO0442
 BO0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BO0442'NOTE--SUBSURFACE MARK IS THE ORIGINAL STATION SO THE NAME OF THIS
 BO0442'STATION IS -ALLISON-, NOT -ALLISON RESET-.  SURFACE STATION POST WAS
 BO0442'FOUND OUT OF THE GROUND ABOUT 100 METERS (328.1 FT) EAST OF THE
 BO0442'STATION SITE.  A NEW SURFACE MARK WAS NOT SET AT THIS TIME DUE TO
 BO0442'LACK OF DEPTH.
 BO0442'STATION IS LOCATED ABOUT 22 KM (13.65 MI) EAST-NORTHEAST OF SONORA,
 BO0442'ALONG RANCH ROAD 864, ON THE RIGHT-OF-WAY, AT MILE 373.15, ON A
 BO0442'STRAIGHT SECTION OF ROAD.  OWNERSHIP--TEXAS DEPARTMENT OF
 BO0442'TRANSPORTATION.
 BO0442'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 10
 BO0442'AND RANCH ROAD 864 (EXIT 404), ABOUT 6 KM (3.70 MI) EAST OF SONORA,
 BO0442'GO NORTHERLY ON ROAD 864 FOR 9.73 KM (6.05 MI) TO THE ENTRANCE TO THE
 BO0442'MOORE RANCH ON THE RIGHT.  CONTINUE AHEAD FOR 4.92 KM (3.05 MI) TO A
 BO0442'RANCH ENTRANCE ON THE LEFT WITH ROCK GATEPOSTS.  CONTINUE AHEAD FOR
 BO0442'2.76 KM (1.70 MI) TO A GATED GRAVEL ROAD ON THE RIGHT ON OUTSIDE OF
 BO0442'ROAD CURVE.  CONTINUE AHEAD FOR 0.31 KM (0.20 MI) TO THE STATION ON
 BO0442'THE LEFT.
 BO0442'SUBSURFACE STATION MARK IS SET IN BEDROCK 30 CM BELOW GROUND.  IT IS
 BO0442'11.6 M (38.1 FT) NORTH OF AND 0.5 M (1.6 FT) LOWER THAN THE ROAD
 BO0442'CENTER AND 4.2 M (13.8 FT) SOUTH OF A METAL WITNESS POST IN THE
 BO0442'RIGHT-OF-WAY FENCE.
 BO0442
 BO0442                          STATION RECOVERY (1998)
 BO0442
 BO0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BO0442'NOTE--THE SUBSURFACE MARK IS THE ORIGINAL STATION STAMPED ALLISON
 BO0442'1935, SURFACE MARK ALLISON RESET HAS BEEN DESTROYED, THE NAME OF THIS
 BO0442'STATION IS -ALLISON- NOT -ALLISON RESET-.  REVERT TO PREVIOUS
 BO0442'DESCRIPTIONS AND NOTES.  THE STATION IS LOCATED ABOUT 16.5 KM (10.25
 BO0442'MI) EAST-NORTHEAST OF THE INTERSTATE HIGHWAY 10 OVERPASS AT EXIT 404
 BO0442'TO SONORA AND FORT MCKAVETT AND 4.81 KM (3.00 MI) WEST-SOUTHWEST OF
 BO0442'THE JUNCTION OF FARM ROADS 2596 AND 864, ALONG THE NORTH-NORTHWEST
 BO0442'RIGHT-OF-WAY OF FARM ROAD 864, OWNERSHIP--TEXAS DEPARTMENT OF
 BO0442'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS
 BO0442'2596 AND 864 ABOUT 27.4 KM (17.00 MI) EAST-NORTHEAST OF SONORA, GO
 BO0442'WEST-SOUTHWEST FOR 4.81 KM (3.00 MI) ALONG FARM ROAD 864 TO THE
 BO0442'STATION ON THE RIGHT, JUST SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY FENCE
 BO0442'AND METAL WITNESS POST.  IT IS 45.8 M (150.3 FT) SOUTH OF ALLISON RM
 BO0442'1, 19.7 M (64.6 FT) NORTHEAST OF ALLISON RM 4, 11.6 M (38.1 FT)
 BO0442'NORTH-NORTHWEST OF THE ROAD CENTER, 4.2 M (13.8 FT) SOUTH-SOUTHEAST OF
 BO0442'A METAL WITNESS POST AND RIGHT-OF-WAY FENCE, AND THE STATION IS ABOUT
 BO0442'0.4 M (1.3 FT) BELOW THE ROAD LEVEL AND RECESSED ABOUT 30-CM BELOW THE
 BO0442'GROUND SURFACE.  BY R.G. HAYES  NOTE--THE PREVIOUS DESCRIPTIONS STATE
 BO0442'66=SET IN ROCK OUTCROP, THIS IS INCORRECT.  IT IS 93=SET IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1346 ***********************************************************************
 DN1346  DESIGNATION -  ALLISON
 DN1346  PID         -  DN1346
 DN1346  STATE/COUNTY-  TX/WISE
 DN1346  USGS QUAD   -  SLIDELL (1978)
 DN1346
 DN1346                         *CURRENT SURVEY CONTROL
 DN1346  ___________________________________________________________________
 DN1346* NAD 83(1993)-  33 15 51.55574(N)    097 26 16.52305(W)     ADJUSTED  
 DN1346* NAVD 88     -       282.8    (meters)     928.     (feet)  VERTCON   
 DN1346  ___________________________________________________________________
 DN1346  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 DN1346  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DN1346
 DN1346  HORZ ORDER  -  SECOND
 DN1346
 DN1346.The horizontal coordinates were established by classical geodetic methods
 DN1346.and adjusted by the National Geodetic Survey in February 1996..
 DN1346
 DN1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1346
 DN1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1346
 DN1346.The geoid height was determined by GEOID03.
 DN1346
 DN1346;                    North         East     Units Scale Factor Converg.
 DN1346;SPC TXNC     - 2,177,664.382   698,943.883   MT  0.99987949   +0 34 45.3
 DN1346;SPC TXNC     - 7,144,553.89  2,293,118.39   sFT  0.99987949   +0 34 45.3
 DN1346;UTM  14      - 3,681,678.240   645,493.296   MT  0.99986099   +0 51 25.0
 DN1346
 DN1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1346!SPC TXNC     -   0.99995985  x   0.99987949  =   0.99983935
 DN1346!UTM  14      -   0.99995985  x   0.99986099  =   0.99982085
 DN1346
 DN1346:                Primary Azimuth Mark                     Grid Az
 DN1346:SPC TXNC     -  ALLISON AZ MK                            079 15 39.0
 DN1346:UTM  14      -  ALLISON AZ MK                            078 58 59.3
 DN1346
 DN1346|---------------------------------------------------------------------|
 DN1346| PID    Reference Object                     Distance      Geod. Az  |
 DN1346|                                                           dddmmss.s |
 DN1346| CX9536 ALLISON AZ MK                                      0795024.3 |
 DN1346| CX9537 ALLISON RM 1                          8.700 METERS 10402     |
 DN1346| DN1359 DECATUR MUNICIPAL TANK              APPROX.14.3 KM 2565450.6 |
 DN1346| DN1350 AIRPORT BEACON DECATUR MUN APT      APPROX.13.6 KM 2645910.2 |
 DN1346| CX9538 ALLISON RM 2                          8.450 METERS 35744     |
 DN1346|---------------------------------------------------------------------|
 DN1346
 DN1346                          SUPERSEDED SURVEY CONTROL
 DN1346
 DN1346  NAD 83(1993)-  33 15 51.55728(N)    097 26 16.51558(W) AD(       ) 2
 DN1346  NAD 83(1986)-  33 15 51.56070(N)    097 26 16.50811(W) AD(       ) 2
 DN1346  NAD 27      -  33 15 51.13920(N)    097 26 15.42870(W) AD(       ) 2
 DN1346  NGVD 29 (07/26/91)  282.7    (m)          927.     (f) VERT ANG       
 DN1346
 DN1346.Superseded values are not recommended for survey control.
 DN1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1346.See file dsdata.txt to determine how the superseded data were derived.
 DN1346
 DN1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4549381678(NAD 83)
 DN1346_MARKER: DS = TRIANGULATION STATION DISK
 DN1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1346
 DN1346  HISTORY     - Date     Condition        Report By
 DN1346  HISTORY     - 1956     MONUMENTED       CGS
 DN1346  HISTORY     - 1958     GOOD             USGS
 DN1346  HISTORY     - 1960     GOOD             CGS
 DN1346
 DN1346                          STATION DESCRIPTION
 DN1346
 DN1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1346'THE STATION IS LOCATED ABOUT 16.0 MILES WEST-NORTHWEST OF
 DN1346'DENTON AND ABOUT 9.0 MILES EAST-NORTHEAST OF DECATUR ON THE
 DN1346'TOP OF A VERY PROMINENT ROUND TOPPED HILL.  IT IS IN A FARM
 DN1346'YARD, 68 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 DN1346'AND 9 FEET NORTH OF A FENCE CORNER.  THE MARK IS STAMPED
 DN1346'ALLISON 1956 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1346'
 DN1346'REFERENCE MARK NO. 1 IS 52 FEET NORTH-NORTHWEST OF THE NORTHWEST
 DN1346'CORNER OF THE HOUSE, 30 FEET WEST OF THE GATE AND 24 FEET
 DN1346'EAST OF THE FENCE CORNER.  THE MARK IS STAMPED ALLISON NO 1
 DN1346'1956 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1346'
 DN1346'REFERENCE MARK NO. 2 IS 65 FEET NORTHWEST OF THE GATE, 37
 DN1346'FEET NORTH OF THE FENCE CORNER AND IS ABOUT 2 FEET LOWER
 DN1346'IN ELEVATION THAN THE STATION.  THE MARK IS STAMPED ALLISON
 DN1346'NO 2 1956 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1346'
 DN1346'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 45.1 FEET.
 DN1346'
 DN1346'THE AZIMUTH MARK IS IN THE SOUTH EDGE OF A PASTURE, 25 FEET
 DN1346'NORTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET SOUTH OF A
 DN1346'POWER LINE POLE, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT
 DN1346'NORTH OF AN EAST-WEST FENCE LINE.  THE MARK IS STAMPED ALLISON
 DN1346'1956 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1346'
 DN1346'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 DN1346'SQUARE IN DECATUR, GO EAST ON U.S. HIGHWAYS 287 AND 81 FOR
 DN1346'0.4 MILE TO JUNCTION WITH STATE HIGHWAY 24, TURN LEFT AND GO
 DN1346'NORTH THEN EAST ON STATE HIGHWAY 24 FOR 9.0 MILES TO A CROSSROAD.
 DN1346'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 1.1 MILES TO A T
 DN1346'ROAD LEFT JUST BEFORE REACHING THE ALLISON SCHOOL ON THE RIGHT,
 DN1346'TURN LEFT AND GO WEST FOR 0.05 MILE TO THE AZIMUTH MARK ON
 DN1346'THE RIGHT AS DESCRIBED, CONTINUE WEST FOR 0.45 MILE TO A
 DN1346'CATTLE GUARD ON THE LEFT, TURN LEFT AND GO SOUTH UP HILL FOR
 DN1346'0.1 MILE TO STATION JUST NORTHWEST OF HOUSE AS DESCRIBED.
 DN1346'
 DN1346'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DN1346
 DN1346                          STATION RECOVERY (1958)
 DN1346
 DN1346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1346'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-2, STATION 1001.
 DN1346'
 DN1346'STATION RECOVERED BY USGS IN 1958.
 DN1346'
 DN1346'STATION RECOVERED BY NGS IN 1960.
 DN1346'
 DN1346'STATION MARK--USC AND GS STATION MARK SET FLUSH WITH THE GROUND,
 DN1346'STAMPED---ALLISON 1956---.
 DN1346
 DN1346                          STATION RECOVERY (1960)
 DN1346
 DN1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1346'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1346'
 DN1346'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1889 ***********************************************************************
 FL1889  DESIGNATION -  ALLISON
 FL1889  PID         -  FL1889
 FL1889  STATE/COUNTY-  TX/WHEELER
 FL1889  USGS QUAD   -  ALLISON SW (1963)
 FL1889
 FL1889                         *CURRENT SURVEY CONTROL
 FL1889  ___________________________________________________________________
 FL1889* NAD 83(1993)-  35 32 25.93117(N)    100 08 48.07350(W)     ADJUSTED  
 FL1889* NAVD 88     -       775.     (meters)    2543.     (feet)  SCALED    
 FL1889  ___________________________________________________________________
 FL1889  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 FL1889  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FL1889
 FL1889  HORZ ORDER  -  SECOND
 FL1889
 FL1889.The horizontal coordinates were established by classical geodetic methods
 FL1889.and adjusted by the National Geodetic Survey in February 1996..
 FL1889
 FL1889.The orthometric height was scaled from a topographic map.
 FL1889
 FL1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1889
 FL1889.The geoid height was determined by GEOID03.
 FL1889
 FL1889;                    North         East     Units Scale Factor Converg.
 FL1889;SPC TX N     - 1,171,742.120   322,709.049   MT  0.99991316   +0 47 03.5
 FL1889;SPC TX N     - 3,844,290.61  1,058,754.60   sFT  0.99991316   +0 47 03.5
 FL1889;SPC OK N     -    62,126.425   405,345.207   MT  1.00000485   -1 16 00.7
 FL1889;SPC OK N     -   203,826.45  1,329,870.07   sFT  1.00000485   -1 16 00.7
 FL1889;SPC OK S     -   246,916.059   405,330.332   MT  1.00007516   -1 13 06.6
 FL1889;SPC OK S     -   810,090.44  1,329,821.26   sFT  1.00007516   -1 13 06.6
 FL1889;UTM  14      - 3,933,593.854   396,053.399   MT  0.99973315   -0 39 59.8
 FL1889
 FL1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1889!SPC TX N     -   0.99988261  x   0.99991316  =   0.99979578
 FL1889!SPC OK N     -   0.99988261  x   1.00000485  =   0.99988746
 FL1889!SPC OK S     -   0.99988261  x   1.00007516  =   0.99995776
 FL1889!UTM  14      -   0.99988261  x   0.99973315  =   0.99961579
 FL1889
 FL1889|---------------------------------------------------------------------|
 FL1889| PID    Reference Object                     Distance      Geod. Az  |
 FL1889|                                                           dddmmss.s |
 FL1889| CK8791 ALLISON RM 1                          5.097 METERS 04753     |
 FL1889| CK8792 ALLISON RM 2                          8.254 METERS 12708     |
 FL1889| CK8790 ALLISON AZ MK                                      3542530.1 |
 FL1889|---------------------------------------------------------------------|
 FL1889
 FL1889                          SUPERSEDED SURVEY CONTROL
 FL1889
 FL1889  NAD 83(1993)-  35 32 25.93147(N)    100 08 48.07340(W) AD(       ) 2
 FL1889  NAD 83(1986)-  35 32 25.93514(N)    100 08 48.06260(W) AD(       ) 2
 FL1889  NAD 27      -  35 32 25.76600(N)    100 08 46.63500(W) AD(       ) 2
 FL1889
 FL1889.Superseded values are not recommended for survey control.
 FL1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1889.See file dsdata.txt to determine how the superseded data were derived.
 FL1889
 FL1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9605333594(NAD 83)
 FL1889_MARKER: DS = TRIANGULATION STATION DISK
 FL1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1889
 FL1889  HISTORY     - Date     Condition        Report By
 FL1889  HISTORY     - 1951     MONUMENTED       CGS
 FL1889
 FL1889                          STATION DESCRIPTION
 FL1889
 FL1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1889'THE STATION IS ABOUT 10.0 MILES AIR LINE NORTHEAST OF WHEELER.
 FL1889'ABOUT 8.5 MILES AIR LINE EAST-SOUTHEAST OF BRISCO.  NEAR THE
 FL1889'HIGHEST POINT OF A SANDY KNOLL WHICH IS SURROUNDED BY SIMILAR
 FL1889'KNOLLS.  ABOUT 0.3 MILE SOUTHEAST OF THE HIGHEST KNOLL IN THE
 FL1889'VICINITY.  240 FEET EAST OF A NORTH-SOUTH ROAD.  AND 8 FEET EAST
 FL1889'OF A WHITE WITNESS POST.  THE STATION MARK IS A BRONZE DISK
 FL1889'STAMPED ALLISON 1950, AND IS SET FLUSH WITH THE GROUND.
 FL1889'
 FL1889'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED ALLISON NO 1
 FL1889'1950, IS SET FLUSH WITH THE GROUND, AND IS 6 INCHES HIGHER THAN
 FL1889'THE STATION.
 FL1889'
 FL1889'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED ALLISON NO 2
 FL1889'1950, IS SET FLUSH WITH THE GROUND, AND IS THE SAME ELEVATION
 FL1889'AS THE STATION.
 FL1889'
 FL1889'AZIMUTH MARK IS A BRONZE DISK, STAMPED ALLISON 1950, AND SET
 FL1889'FLUSH WITH THE GROUND.  IT IS LOCATED 0.4 MILE NORTH-NORTHWEST OF
 FL1889'STATION, 11 FEET EAST OF FENCE CORNER.  1 FOOT SOUTH OF FENCE
 FL1889'LINE.  46 FEET EAST OF AN IRON CATTLE GUARD.  AND 4 FEET EAST
 FL1889'OF A WHITE WITNESS POST.
 FL1889'
 FL1889'TO REACH FROM COURTHOUSE IN WHEELER, GO EAST ON STATE HIGHWAY
 FL1889'152 FOR 6.9 MILES TO A CROSSROAD AND SIGN TOBE FRYE LAKES.  TAKE
 FL1889'DIRT ROAD LEFT, NORTH, FOR 6.4 MILES TO THE TOP OF A SMALL SANDY
 FL1889'RIDGE AND END OF TRUCK TRAVEL.  STATION IS AT TOP OF SANDY KNOLL,
 FL1889'240 FEET EAST OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1887 ***********************************************************************
 FL1887  DESIGNATION -  ALLISON PRODUCERS CORP ELEV
 FL1887  PID         -  FL1887
 FL1887  STATE/COUNTY-  TX/WHEELER
 FL1887  USGS QUAD   -  ALLISON (1963)
 FL1887
 FL1887                         *CURRENT SURVEY CONTROL
 FL1887  ___________________________________________________________________
 FL1887* NAD 83(1993)-  35 36 18.88337(N)    100 05 58.39798(W)     ADJUSTED  
 FL1887* NAVD 88     -                                                        
 FL1887  ___________________________________________________________________
 FL1887  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FL1887  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FL1887
 FL1887  HORZ ORDER  -  THIRD
 FL1887
 FL1887.The horizontal coordinates were established by classical geodetic methods
 FL1887.and adjusted by the National Geodetic Survey in February 1996..
 FL1887
 FL1887
 FL1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1887
 FL1887.The geoid height was determined by GEOID03.
 FL1887
 FL1887;                    North         East     Units Scale Factor Converg.
 FL1887;SPC TX N     - 1,178,979.833   326,880.691   MT  0.99991620   +0 48 41.8
 FL1887;SPC TX N     - 3,868,036.34  1,072,441.07   sFT  0.99991620   +0 48 41.8
 FL1887;SPC OK N     -    69,210.807   409,773.570   MT  0.99999322   -1 14 20.6
 FL1887;SPC OK N     -   227,069.12  1,344,398.79   sFT  0.99999322   -1 14 20.6
 FL1887;UTM  14      - 3,940,722.251   400,406.209   MT  0.99972223   -0 38 24.8
 FL1887
 FL1887                          SUPERSEDED SURVEY CONTROL
 FL1887
 FL1887  NAD 83(1993)-  35 36 18.88344(N)    100 05 58.39790(W) AD(       ) 4
 FL1887  NAD 83(1986)-  35 36 18.88811(N)    100 05 58.38637(W) AD(       ) 4
 FL1887  NAD 27      -  35 36 18.72100(N)    100 05 56.96300(W) AD(       ) 3
 FL1887
 FL1887.Superseded values are not recommended for survey control.
 FL1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1887.See file dsdata.txt to determine how the superseded data were derived.
 FL1887
 FL1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0040640722(NAD 83)
 FL1887_MARKER: 65 = GRAIN ELEVATOR
 FL1887
 FL1887  HISTORY     - Date     Condition        Report By
 FL1887  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1887
 FL1887                          STATION DESCRIPTION
 FL1887
 FL1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1887'THE PROMINENT SILVER-COLORED CORRUGATED METAL GRAIN ELEVATOR IN
 FL1887'ALLISON.  IT IS ABOUT 100 YARDS NORTHEAST OF THE R.R. STATION,
 FL1887'ON NORTH SIDE OF TRACKS, AND HAS A LARGE STORAGE BUILDING
 FL1887'CONNECTING TO THE NORTH.  VENTILATOR ON TOP WAS THE POINT OBSERVED
 FL1887'ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8381 ***********************************************************************
 AH8381  DESIGNATION -  ALLYN
 AH8381  PID         -  AH8381
 AH8381  STATE/COUNTY-  TX/NUECES
 AH8381  USGS QUAD   -  ALLYNS BIGHT (1970)
 AH8381
 AH8381                         *CURRENT SURVEY CONTROL
 AH8381  ___________________________________________________________________
 AH8381* NAD 83(1993)-  27 59 23.69893(N)    096 58 52.83470(W)     ADJUSTED  
 AH8381* NAVD 88     -         0.1    (meters)       0.     (feet)  VERTCON   
 AH8381  ___________________________________________________________________
 AH8381  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AH8381  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH8381
 AH8381  HORZ ORDER  -  THIRD
 AH8381
 AH8381.The horizontal coordinates were established by classical geodetic methods
 AH8381.and adjusted by the National Geodetic Survey in August 1998..
 AH8381
 AH8381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8381
 AH8381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8381
 AH8381.The geoid height was determined by GEOID03.
 AH8381
 AH8381;                    North         East     Units Scale Factor Converg.
 AH8381;SPC TX S     - 5,258,308.687   449,394.721   MT  1.00004339   +0 41 22.1
 AH8381;SPC TX S     -17,251,634.42  1,474,389.18   sFT  1.00004339   +0 41 22.1
 AH8381;UTM  14      - 3,097,727.073   698,521.070   MT  1.00008645   +0 56 51.7
 AH8381
 AH8381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8381!SPC TX S     -   1.00000418  x   1.00004339  =   1.00004757
 AH8381!UTM  14      -   1.00000418  x   1.00008645  =   1.00009063
 AH8381
 AH8381                          SUPERSEDED SURVEY CONTROL
 AH8381
 AH8381  NGVD 29 (08/21/98)    0.2    (m)            1.     (f) VERT ANG       
 AH8381
 AH8381.Superseded values are not recommended for survey control.
 AH8381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8381.See file dsdata.txt to determine how the superseded data were derived.
 AH8381
 AH8381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9852197727(NAD 83)
 AH8381_MARKER: DD = SURVEY DISK
 AH8381_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8381_STAMPING: ALLYN 1989
 AH8381_MARK LOGO: NOS   
 AH8381_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8381+STABILITY: SURFACE MOTION
 AH8381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8381+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8381
 AH8381  HISTORY     - Date     Condition        Report By
 AH8381  HISTORY     - 1989     MONUMENTED       NOS
 AH8381
 AH8381                          STATION DESCRIPTION
 AH8381
 AH8381'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8381'THE STATION IS LOCATED ON THE WEST EDGE OF SAN JOSE ISLAND
 AH8381'APPROXIMATELY 5 MILES ESE FROM ROCKPORT ON A SPIT OF LAND WEST FROM
 AH8381'ARANSAS BAY AND EAST FROM ALLYN LAKE. TO REACH THE STATION BY BOAT IN
 AH8381'ROCKPORT GO ESE FOR 5 MILES TO THE AREA OF THE STATION.  LAND BOAT AND
 AH8381'WALK TO THE STATION. THE STATION IS A ALUMINUM NOS DISK SET ON TOP OF
 AH8381'A 42 INCH ALUMINUM ROD WHICH IN TURN IS SURROUNDED BY A MASS OF
 AH8381'CONCRETE.  BOTH THE DISK AND THE ROD HAVE BAR MAGNETS IMBEDDED WITHIN
 AH8381'THEM.  THE DISK IS STAMPED---ALLYN 1989---, AND IS LOCATED 0.5 MILE NW
 AH8381'FROM A DUCK HUNTING CAMP, 110 METERS WNW FROM THE WEST EDGE OF ALLYN
 AH8381'LAKE, AND 8.5 METERS ESE FROM THE MHWL OF ARANSAS BAY. DESCRIBED BY P
 AH8381'B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2675 ***********************************************************************
 CS2675  DESIGNATION -  ALMA
 CS2675  PID         -  CS2675
 CS2675  STATE/COUNTY-  TX/ELLIS
 CS2675  USGS QUAD   -  ENNIS EAST (1978)
 CS2675
 CS2675                         *CURRENT SURVEY CONTROL
 CS2675  ___________________________________________________________________
 CS2675* NAD 83(1993)-  32 17 45.61534(N)    096 33 57.99340(W)     ADJUSTED  
 CS2675* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 CS2675  ___________________________________________________________________
 CS2675  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 CS2675  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CS2675
 CS2675  HORZ ORDER  -  SECOND
 CS2675
 CS2675.The horizontal coordinates were established by classical geodetic methods
 CS2675.and adjusted by the National Geodetic Survey in February 1996..
 CS2675
 CS2675.The orthometric height was scaled from a topographic map.
 CS2675
 CS2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2675
 CS2675.The geoid height was determined by GEOID03.
 CS2675
 CS2675;                    North         East     Units Scale Factor Converg.
 CS2675;SPC TXNC     - 2,071,465.003   782,132.123   MT  0.99995892   +1 03 17.0
 CS2675;SPC TXNC     - 6,796,131.43  2,566,045.14   sFT  0.99995892   +1 03 17.0
 CS2675;UTM  14      - 3,575,848.072   729,182.149   MT  1.00024777   +1 18 03.5
 CS2675
 CS2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2675!SPC TXNC     -   0.99998081  x   0.99995892  =   0.99993973
 CS2675!UTM  14      -   0.99998081  x   1.00024777  =   1.00022857
 CS2675
 CS2675|---------------------------------------------------------------------|
 CS2675| PID    Reference Object                     Distance      Geod. Az  |
 CS2675|                                                           dddmmss.s |
 CS2675| CX9540 ALMA RM 1                            31.239 METERS 20502     |
 CS2675| CX9539 ALMA AZ MK                                         2954108.3 |
 CS2675| CS2676 ENNIS PLANTERS COTTON MILL STK      APPROX. 5.9 KM 2991814.2 |
 CS2675| CS2680 ENNIS FIRST METHODIST CHURCH        APPROX. 6.6 KM 2995802.0 |
 CS2675| CS2677 ENNIS CITY WATER WORKS TANK         APPROX. 6.3 KM 3021037.5 |
 CS2675| CS2679 ENNIS TOWER HILL WATER TANK         APPROX. 8.3 KM 3045617.7 |
 CS2675| CX9541 ALMA RM 2                            29.673 METERS 30501     |
 CS2675|---------------------------------------------------------------------|
 CS2675
 CS2675                          SUPERSEDED SURVEY CONTROL
 CS2675
 CS2675  NAD 83(1986)-  32 17 45.62305(N)    096 33 57.97520(W) AD(       ) 2
 CS2675  NAD 27      -  32 17 45.09900(N)    096 33 57.02100(W) AD(       ) 2
 CS2675
 CS2675.Superseded values are not recommended for survey control.
 CS2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2675.See file dsdata.txt to determine how the superseded data were derived.
 CS2675
 CS2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2918275848(NAD 83)
 CS2675_MARKER: DS = TRIANGULATION STATION DISK
 CS2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2675
 CS2675  HISTORY     - Date     Condition        Report By
 CS2675  HISTORY     - 1947     MONUMENTED       CGS
 CS2675  HISTORY     - 1949     GOOD             CGS
 CS2675  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS2675
 CS2675                          STATION DESCRIPTION
 CS2675
 CS2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2675'LOCATED 4-1/2 MILES SOUTHEAST OF ENNIS, 0.05 MILE NORTHWEST
 CS2675'OF A POINT WHERE A POWER LINE CROSSES OVER U.S. HIGHWAY NO.
 CS2675'75, 43 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY NO. 75
 CS2675'AND 14 FEET SOUTHWEST OF A REFERENCE POST.  IT IS STAMPED
 CS2675'ALMA 1947 AND IS FLUSH WITH THE GROUND.
 CS2675'
 CS2675'REFERENCE MARK NO. 1 IS 59.5 FEET SOUTHWEST OF THE CENTER OF
 CS2675'U.S. HIGHWAY NO. 75.  IT IS STAMPED ALMA NO 1 1947 AND PROJECTS
 CS2675'6 INCHES.
 CS2675'
 CS2675'REFERENCE MARK NO. 2 IS 55 FEET NORTHEAST OF THE CENTER OF
 CS2675'U.S. HIGHWAY NO. 75 AND 3 FEET SOUTHWEST OF A WIRE FENCE.
 CS2675'IT IS STAMPED ALMA NO 2 1947 AND PROJECTS 6 INCHES.
 CS2675'
 CS2675'THE AZIMUTH MARK IS AT THE NORTHEASTERN EDGE OF A CULTIVATED
 CS2675'FIELD, 0.05 MILE NORTHEAST OF A RAILROAD TRACK, 59.5 FEET
 CS2675'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 75 AND 1.5 FEET
 CS2675'NORTHEAST OF A REFERENCE POST.  IT IS STAMPED ALMA 1947 AND
 CS2675'PROJECTS 4 INCHES.
 CS2675'
 CS2675'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 75
 CS2675'AND STATE HIGHWAY NO. 34 AT THE EAST EDGE OF ENNIS, GO SOUTHEAST
 CS2675'ON NO. 75 FOR 3.7 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 CS2675'CONTINUE FOR 0.4 MILE TO THE STATION ON THE LEFT.
 CS2675'
 CS2675'A 74 FOOT SIGNAL AT ENNIS IS VISIBLE ON THE GROUND.
 CS2675'
 CS2675'A 4 FOOT SIGNAL AT CRISP IS VISIBLE AT 37 FEET.
 CS2675'
 CS2675'A 74 FOOT SIGNAL AT TELICO IS VISIBLE AT 37 FEET.
 CS2675'
 CS2675'AN 87 FOOT SIGNAL AT RICE IS VISIBLE ON THE GROUND.
 CS2675'
 CS2675'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2675
 CS2675                          STATION RECOVERY (1949)
 CS2675
 CS2675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2675'THIS STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE IN
 CS2675'GOOD CONDITION.  BECAUSE OF THE DANGER OF FUTURE HIGHWAY
 CS2675'CONSTRUCTION DESTROYING THE SURFACE-STATION MARK, THIS MARK
 CS2675'WAS LOWERED AND IS NOW ABOUT 8 INCHES BELOW THE SURFACE OF
 CS2675'THE GROUND.
 CS2675
 CS2675                          STATION RECOVERY (2002)
 CS2675
 CS2675'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAS)
 CS2675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6569 ***********************************************************************
 AW6569  DESIGNATION -  ALMEDA RAD MAST
 AW6569  PID         -  AW6569
 AW6569  STATE/COUNTY-  TX/HARRIS
 AW6569  USGS QUAD   -  ALMEDA (1995)
 AW6569
 AW6569                         *CURRENT SURVEY CONTROL
 AW6569  ___________________________________________________________________
 AW6569* NAD 83(1993)-  29 35 34.63887(N)    095 24 44.42265(W)     ADJUSTED  
 AW6569* NAVD 88     -                                                        
 AW6569  ___________________________________________________________________
 AW6569  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6569  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6569
 AW6569  HORZ ORDER  -  THIRD
 AW6569
 AW6569.The horizontal coordinates were established by classical geodetic methods
 AW6569.and adjusted by the National Geodetic Survey in February 1996..
 AW6569
 AW6569
 AW6569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6569
 AW6569.The geoid height was determined by GEOID03.
 AW6569
 AW6569;                    North         East     Units Scale Factor Converg.
 AW6569;SPC TXSC     - 4,200,343.075   947,465.422   MT  0.99987335   +1 45 27.5
 AW6569;SPC TXSC     -13,780,625.57  3,108,476.14   sFT  0.99987335   +1 45 27.5
 AW6569;UTM  15      - 3,276,112.768   266,356.176   MT  1.00027361   -1 11 30.6
 AW6569
 AW6569                          SUPERSEDED SURVEY CONTROL
 AW6569
 AW6569  NAD 83(1986)-  29 35 34.65272(N)    095 24 44.40355(W) AD(       ) 4
 AW6569  NAD 27      -  29 35 33.81146(N)    095 24 43.61728(W) AD(       ) 3
 AW6569
 AW6569.Superseded values are not recommended for survey control.
 AW6569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6569.See file dsdata.txt to determine how the superseded data were derived.
 AW6569
 AW6569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6635676113(NAD 83)
 AW6569_MARKER: 42 = RADIO/TV MAST
 AW6569
 AW6569  HISTORY     - Date     Condition        Report By
 AW6569  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6569
 AW6569                          STATION DESCRIPTION
 AW6569
 AW6569'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6569'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHWEST OF THE CENTRAL
 AW6569'BUSINESS DISTRICT OF HOUSTON, 3 MILES WEST OF FARM ROAD 518 AND 1
 AW6569'MILE SOUTHEAST OF ALMEDA.  THE OWNER AND THE CALL LETTERS OF THE
 AW6569'RADIO MAST COULD NOT BE VERIFIED.
 AW6569'
 AW6569'THE STATION IS A SINGLE COLUMN, GUYED, LACED STEEL MAST WHICH IS
 AW6569'PAINED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAS AN OVER-ALL
 AW6569'HEIGHT OF ABOUT 300 FEET.  THERE ARE THREE SLENDER ANTENNAE AFFIXED
 AW6569'TO THE TOP OF THE MAST.
 AW6569'
 AW6569'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6571 ***********************************************************************
 AW6571  DESIGNATION -  ALMEDA TROY CONSTR CO RAD MAST
 AW6571  PID         -  AW6571
 AW6571  STATE/COUNTY-  TX/FORT BEND
 AW6571  USGS QUAD   -  ALMEDA (1995)
 AW6571
 AW6571                         *CURRENT SURVEY CONTROL
 AW6571  ___________________________________________________________________
 AW6571* NAD 83(1993)-  29 34 57.53075(N)    095 26 15.76892(W)     ADJUSTED  
 AW6571* NAVD 88     -                                                        
 AW6571  ___________________________________________________________________
 AW6571  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW6571  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6571
 AW6571  HORZ ORDER  -  THIRD
 AW6571
 AW6571.The horizontal coordinates were established by classical geodetic methods
 AW6571.and adjusted by the National Geodetic Survey in February 1996..
 AW6571
 AW6571
 AW6571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6571
 AW6571.The geoid height was determined by GEOID03.
 AW6571
 AW6571;                    North         East     Units Scale Factor Converg.
 AW6571;SPC TXSC     - 4,199,126.055   945,043.505   MT  0.99987256   +1 44 42.8
 AW6571;SPC TXSC     -13,776,632.73  3,100,530.23   sFT  0.99987256   +1 44 42.8
 AW6571;UTM  15      - 3,275,021.530   263,873.836   MT  1.00028801   -1 12 14.4
 AW6571
 AW6571                          SUPERSEDED SURVEY CONTROL
 AW6571
 AW6571  NAD 83(1986)-  29 34 57.54437(N)    095 26 15.74990(W) AD(       ) 4
 AW6571  NAD 27      -  29 34 56.70073(N)    095 26 14.96035(W) AD(       ) 3
 AW6571
 AW6571.Superseded values are not recommended for survey control.
 AW6571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6571.See file dsdata.txt to determine how the superseded data were derived.
 AW6571
 AW6571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6387475022(NAD 83)
 AW6571_MARKER: 42 = RADIO/TV MAST
 AW6571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6571+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW6571
 AW6571  HISTORY     - Date     Condition        Report By
 AW6571  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6571  HISTORY     - 19941022 GOOD             USPSQD
 AW6571  HISTORY     - 19991120 GOOD             USPSQD
 AW6571  HISTORY     - 20040216 GOOD             USPSQD
 AW6571  HISTORY     - 20050217 GOOD             USPSQD
 AW6571
 AW6571                          STATION DESCRIPTION
 AW6571
 AW6571'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6571'THE STATION IS LOCATED SOUTH OF HOUSTON AT 8521 MCHARD ROAD.
 AW6571'
 AW6571'THE MAST IS A THREE-LEGGED, SELF-SUPPORTING, STEEL STRUCTURE THAT IS
 AW6571'SILVER IN COLOR.  AN ANTENNA PROJECTS UP ABOVE THE MAST.  THE
 AW6571'OVER-ALL HEIGHT IS 160 FEET.
 AW6571'
 AW6571'THE TOP CENTER OF THE MAST WAS INTERSECTED.
 AW6571'
 AW6571'THIS MAST MAY BE EXTENDED IN THE NEAR FUTURE.
 AW6571
 AW6571                          STATION RECOVERY (1994)
 AW6571
 AW6571'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6571'RECOVERED IN GOOD CONDITION.
 AW6571
 AW6571                          STATION RECOVERY (1999)
 AW6571
 AW6571'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6571'RECOVERED IN GOOD CONDITION.
 AW6571
 AW6571                          STATION RECOVERY (2004)
 AW6571
 AW6571'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6571'VERY TALL TOWER.
 AW6571
 AW6571                          STATION RECOVERY (2005)
 AW6571
 AW6571'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6572 ***********************************************************************
 AW6572  DESIGNATION -  ALMEDA TV STA KTRK MAST
 AW6572  PID         -  AW6572
 AW6572  STATE/COUNTY-  TX/FORT BEND
 AW6572  USGS QUAD   -  ALMEDA (1995)
 AW6572
 AW6572                         *CURRENT SURVEY CONTROL
 AW6572  ___________________________________________________________________
 AW6572* NAD 83(1993)-  29 34 26.13117(N)    095 28 31.77960(W)     ADJUSTED  
 AW6572* NAVD 88     -                                                        
 AW6572  ___________________________________________________________________
 AW6572  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW6572  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW6572
 AW6572  HORZ ORDER  -  THIRD
 AW6572
 AW6572.The horizontal coordinates were established by classical geodetic methods
 AW6572.and adjusted by the National Geodetic Survey in February 1996..
 AW6572
 AW6572
 AW6572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6572
 AW6572.The geoid height was determined by GEOID03.
 AW6572
 AW6572;                    North         East     Units Scale Factor Converg.
 AW6572;SPC TXSC     - 4,198,048.938   941,414.300   MT  0.99987191   +1 43 36.1
 AW6572;SPC TXSC     -13,773,098.89  3,088,623.42   sFT  0.99987191   +1 43 36.1
 AW6572;UTM  15      - 3,274,132.181   260,192.450   MT  1.00030963   -1 13 20.5
 AW6572
 AW6572                          SUPERSEDED SURVEY CONTROL
 AW6572
 AW6572  NAD 83(1986)-  29 34 26.14479(N)    095 28 31.76092(W) AD(       ) 4
 AW6572  NAD 27      -  29 34 25.30018(N)    095 28 30.96808(W) AD(       ) 3
 AW6572
 AW6572.Superseded values are not recommended for survey control.
 AW6572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6572.See file dsdata.txt to determine how the superseded data were derived.
 AW6572
 AW6572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6019274132(NAD 83)
 AW6572_MARKER: 42 = RADIO/TV MAST
 AW6572
 AW6572  HISTORY     - Date     Condition        Report By
 AW6572  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6572  HISTORY     - 19941022 GOOD             USPSQD
 AW6572  HISTORY     - 19991120 GOOD             USPSQD
 AW6572
 AW6572                          STATION DESCRIPTION
 AW6572
 AW6572'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6572'THE STATION IS LOCATED ABOUT 5 MILES EAST-NORTHEAST OF DEWALT,
 AW6572'4-1/2 MILES NORTH-NORTHWEST OF ARCOLA, 4-1/2 MILES SOUTHWEST OF
 AW6572'ALMEDA AND 1/2 MILE SOUTH OF FARM ROAD 2234.
 AW6572'
 AW6572'THE MAST IS A SINGLE COLUMN STEEL STRUCTURE PAINTED ALTERNATE RED
 AW6572'AND WHITE AND IS SUPPORTED BY GUY CABLES.  THE OVER-ALL HEIGHT IS
 AW6572'960 FEET.
 AW6572'
 AW6572'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX.
 AW6572
 AW6572                          STATION RECOVERY (1994)
 AW6572
 AW6572'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6572'RECOVERED IN GOOD CONDITION.
 AW6572
 AW6572                          STATION RECOVERY (1999)
 AW6572
 AW6572'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1184 ***********************************************************************
 DM1184  DESIGNATION -  ALMONT
 DM1184  PID         -  DM1184
 DM1184  STATE/COUNTY-  TX/BOWIE
 DM1184  USGS QUAD   -  DANIELS CHAPEL (1975)
 DM1184
 DM1184                         *CURRENT SURVEY CONTROL
 DM1184  ___________________________________________________________________
 DM1184* NAD 83(1993)-  33 35 52.98662(N)    094 29 45.73266(W)     ADJUSTED  
 DM1184* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 DM1184  ___________________________________________________________________
 DM1184  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DM1184  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM1184
 DM1184  HORZ ORDER  -  SECOND
 DM1184
 DM1184.The horizontal coordinates were established by classical geodetic methods
 DM1184.and adjusted by the National Geodetic Survey in September 1999..
 DM1184
 DM1184.The orthometric height was scaled from a topographic map.
 DM1184
 DM1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1184
 DM1184.The geoid height was determined by GEOID03.
 DM1184
 DM1184;                    North         East     Units Scale Factor Converg.
 DM1184;SPC TXNC     - 2,221,255.945   971,517.985   MT  0.99991798   +2 11 01.5
 DM1184;SPC TXNC     - 7,287,570.55  3,187,388.59   sFT  0.99991798   +2 11 01.5
 DM1184;UTM  15      - 3,718,593.165   361,190.763   MT  0.99983754   -0 49 40.7
 DM1184
 DM1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1184!SPC TXNC     -   0.99998728  x   0.99991798  =   0.99990526
 DM1184!UTM  15      -   0.99998728  x   0.99983754  =   0.99982482
 DM1184
 DM1184:                Primary Azimuth Mark                     Grid Az
 DM1184:SPC TXNC     -  WINTHROP                                 021 20 21.5
 DM1184:UTM  15      -  WINTHROP                                 024 21 03.7
 DM1184
 DM1184|---------------------------------------------------------------------|
 DM1184| PID    Reference Object                     Distance      Geod. Az  |
 DM1184|                                                           dddmmss.s |
 DM1184| DM1190 WINTHROP                            APPROX.24.5 KM 0233123.0 |
 DM1184| CX4908 ALMONT RM 1                          28.709 METERS 07233     |
 DM1184| DM1183 TT 3 T                               68.314 METERS 10350     |
 DM1184| CX4909 ALMONT RM 2                          27.576 METERS 29206     |
 DM1184| CX4907 ALMONT AZ MK                                       3381202.1 |
 DM1184|---------------------------------------------------------------------|
 DM1184
 DM1184                          SUPERSEDED SURVEY CONTROL
 DM1184
 DM1184  NAD 83(1993)-  33 35 52.98818(N)    094 29 45.73121(W) AD(       ) 2
 DM1184  NAD 83(1993)-  33 35 52.98848(N)    094 29 45.73094(W) AD(       ) 2
 DM1184  NAD 83(1986)-  33 35 52.99113(N)    094 29 45.72174(W) AD(       ) 2
 DM1184  NAD 27      -  33 35 52.57300(N)    094 29 44.98200(W) AD(       ) 2
 DM1184
 DM1184.Superseded values are not recommended for survey control.
 DM1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1184.See file dsdata.txt to determine how the superseded data were derived.
 DM1184
 DM1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6119118593(NAD 83)
 DM1184_MARKER: DS = TRIANGULATION STATION DISK
 DM1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1184
 DM1184  HISTORY     - Date     Condition        Report By
 DM1184  HISTORY     - 1952     MONUMENTED       CGS
 DM1184  HISTORY     - 1956     GOOD             CGS
 DM1184
 DM1184                          STATION DESCRIPTION
 DM1184
 DM1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1184'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF DEKALB ON
 DM1184'THE GROUNDS OF THE ALMONT (COLORED) SCHOOL.  IT IS 124 FEET
 DM1184'EAST SOUTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING,
 DM1184'108 FEET NORTHEAST OF A WELL CURB AND 63 FEET SOUTH OF THE
 DM1184'CENTERLINE OF A ROAD.  THE MARK IS SET FLUSH WITH THE GROUND AND
 DM1184'THE DISK IS STAMPED ALMONT 1952.
 DM1184'
 DM1184'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF THE CENTERLINE OF A
 DM1184'ROAD.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 DM1184'STAMPED ALMONT NO 1 1952.
 DM1184'
 DM1184'REFERENCE MARK NO. 2 IS 50 FEET NORTHEAST OF THE NORTHEAST
 DM1184'CORNER OF THE SCHOOL BUILDING AND 39 FEET SOUTH OF THE CENTERLINE
 DM1184'OF A ROAD.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS
 DM1184'STAMPED ALMONT NO 2 1952.
 DM1184'
 DM1184'AZIMUTH MARK IS 32 FEET EAST OF THE CENTERLINE OF A ROAD,
 DM1184'2 FEET SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 DM1184'FENCELINE.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 DM1184'IS STAMPED ALMONT 1952.
 DM1184'
 DM1184'U.S.G.S. TT 3 T 1948 IS 106 FEET SOUTH OF THE CENTERLINE OF A
 DM1184'ROAD AND 6 FEET NORTH OF THE NORTHEAST CORNER OF A (COLORED)
 DM1184'CHURCH BUILDING.  IT IS A STANDARD U.S.G.S. BRONZE DISK SET
 DM1184'IN A 4 X 4 CONCRETE POST.  THE MARK IS SET FLUSH WITH THE GROUND
 DM1184'AND THE DISK IS STAMPED TT 3 T 1948.
 DM1184'
 DM1184'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ALMONT
 DM1184'TO TT 3 T U.S.G.S. 1948 AND THE DISTANCE IS 224.12 FEET OR
 DM1184'68.313 METERS.
 DM1184'
 DM1184'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 DM1184'FARM ROAD 992 IN DEKALB, GO NORTH AND NORTHEASTERLY ON FARM
 DM1184'ROAD 992 FOR 5.3 MILE TO THE END OF BLACK TOP AND A FORKS.
 DM1184'TAKE LEFT FORK AND GO 2.4 MILE TO A FORKS.  TAKE RIGHT FORK
 DM1184'AND GO 2.4 MILE TO A CROSSROADS.  (TO REACH THE AZIMUTH MARK
 DM1184'FROM THIS POINT TURN LEFT AND GO 0.1 MILE TO AZIMUTH MARK ON
 DM1184'RIGHT AS DESCRIBED.) CONTINUE 0.05 MILE TO SCHOOL AND STATION
 DM1184'ON RIGHT AS DESCRIBED.
 DM1184'
 DM1184'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DM1184
 DM1184                          STATION RECOVERY (1956)
 DM1184
 DM1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1184'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1184'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1184'FOR PROCEEDING TO STATION SITE WERE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1002 ***********************************************************************
 AN1002  DESIGNATION -  ALOE
 AN1002  PID         -  AN1002
 AN1002  STATE/COUNTY-  TX/VICTORIA
 AN1002  USGS QUAD   -  VICTORIA WEST (1987)
 AN1002
 AN1002                         *CURRENT SURVEY CONTROL
 AN1002  ___________________________________________________________________
 AN1002* NAD 83(1993)-  28 46 49.16751(N)    097 05 21.57208(W)     ADJUSTED  
 AN1002* NAVD 88     -        32.85   (+/-2cm)     107.8    (feet)  VERTCON   
 AN1002  ___________________________________________________________________
 AN1002  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AN1002  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN1002
 AN1002  HORZ ORDER  -  FIRST
 AN1002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1002
 AN1002.The horizontal coordinates were established by classical geodetic methods
 AN1002.and adjusted by the National Geodetic Survey in February 1996..
 AN1002
 AN1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1002.The vertical order pertains to the NGVD 29 superseded value.
 AN1002
 AN1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN1002
 AN1002.The geoid height was determined by GEOID03.
 AN1002
 AN1002;                    North         East     Units Scale Factor Converg.
 AN1002;SPC TXSC     - 4,106,477.141   786,541.162   MT  0.99990975   +0 56 09.8
 AN1002;SPC TXSC     -13,472,667.09  2,580,510.46   sFT  0.99990975   +0 56 09.8
 AN1002;UTM  14      - 3,185,145.423   686,510.351   MT  1.00002930   +0 55 12.6
 AN1002
 AN1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN1002!SPC TXSC     -   0.99999914  x   0.99990975  =   0.99990889
 AN1002!UTM  14      -   0.99999914  x   1.00002930  =   1.00002844
 AN1002
 AN1002:                Primary Azimuth Mark                     Grid Az
 AN1002:SPC TXSC     -  VICTORIA KVIC RADIO TOWER                054 37 38.1
 AN1002:UTM  14      -  VICTORIA KVIC RADIO TOWER                054 38 35.3
 AN1002
 AN1002|---------------------------------------------------------------------|
 AN1002| PID    Reference Object                     Distance      Geod. Az  |
 AN1002|                                                           dddmmss.s |
 AN1002| AN2057 VICTORIA KVIC RADIO TOWER           APPROX. 9.5 KM 0553347.9 |
 AN1002| AN2060 VICTORIA WEST MUNICIPAL TANK        APPROX. 8.0 KM 0695134.1 |
 AN1002| AN2058 VICTORIA CO COURTHOUSE SPIRE        APPROX. 8.3 KM 0745356.8 |
 AN1002| AN2369 VICTORIA EAST MUNICIPAL TANK        APPROX. 9.8 KM 0751305.7 |
 AN1002| AN2059 VICTORIA CENTRAL P L CO STK         APPROX. 7.8 KM 0821811.5 |
 AN1002| CV3632 ALOE AZ MK                                         0853520.3 |
 AN1002| CV3633 ALOE RM 1                            38.992 METERS 11042     |
 AN1002| AN1003 ALOE RM 2                            44.869 METERS 18512     |
 AN1002| AN2056 HARMS                               APPROX. 4.6 KM 3515658.8 |
 AN1002|---------------------------------------------------------------------|
 AN1002
 AN1002                          SUPERSEDED SURVEY CONTROL
 AN1002
 AN1002  NAD 83(1986)-  28 46 49.17612(N)    097 05 21.55707(W) AD(       ) 1
 AN1002  NAD 27      -  28 46 48.20600(N)    097 05 20.59400(W) AD(       ) 1
 AN1002  NGVD 29 (??/??/92)   32.934  (m)          108.05   (f) ADJ UNCH    2 0
 AN1002
 AN1002.Superseded values are not recommended for survey control.
 AN1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1002.See file dsdata.txt to determine how the superseded data were derived.
 AN1002
 AN1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS8651085145(NAD 83)
 AN1002_MARKER: DB = BENCH MARK DISK
 AN1002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1002_SP_SET: FOUNDATION
 AN1002_STAMPING: ALOE 1943
 AN1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1002
 AN1002  HISTORY     - Date     Condition        Report By
 AN1002  HISTORY     - 1943     MONUMENTED       CGS
 AN1002  HISTORY     - 1952     GOOD             CGS
 AN1002  HISTORY     - 1953     GOOD             CGS
 AN1002  HISTORY     - 1953     GOOD             NGS
 AN1002  HISTORY     - 1955     GOOD             AEROS
 AN1002  HISTORY     - 1963     GOOD             CGS
 AN1002  HISTORY     - 1974     GOOD             LOCSUR
 AN1002  HISTORY     - 1981     GOOD             LOCENG
 AN1002
 AN1002                          STATION DESCRIPTION
 AN1002
 AN1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN1002'STATION IS LOCATED ABOUT 5 MILES W BY S OF VICTORIA AT THE
 AN1002'ALOE AIRPORT.  IT IS 75.5 FEET E OF THE E EDGE OF A CONCRETE
 AN1002'RUNWAY AND 33 FEET N OF THE NW CORNER OF THE ENGINEERING
 AN1002'BUILDING.  IT IS STAMPED ALOE 1943 AND IS SET FLUSH WITH THE
 AN1002'GROUND.
 AN1002'
 AN1002'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AN1002'DISKS SET IN CONCRETE.
 AN1002'
 AN1002'REFERENCE MARK NO. 1 IS E OF THE STATION AND 1 FOOT N OF THE
 AN1002'NE CORNER OF THE ENGINEERING BUILDING.  IT IS STAMPED ALOE
 AN1002'NO. 1 1943 AND PROJECTS 2 INCHES.
 AN1002'
 AN1002'REFERENCE MARK NO. 2 IS S OF THE STATION, 63 FEET E OF THE E
 AN1002'EDGE OF THE CONCRETE RUNWAY, 30 FEET SW OF THE SW CORNER
 AN1002'OF THE ENGINEERING BUILDING AND 1 FOOT N OF A NW FENCE CORNER.
 AN1002'IT IS STAMPED ALOE NO. 2 1943 AND IS SET FLUSH WITH THE
 AN1002'GROUND.
 AN1002'
 AN1002'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE E OF THE STATION,
 AN1002'0.15 MILE N OF BUILDING NO. T 759 AND 40 FEET E OF THE CENTER
 AN1002'LINE OF A DIRT ROAD.  IT IS STAMPED ALOE 1943 AND PROJECTS
 AN1002'2 INCHES.
 AN1002'
 AN1002'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59
 AN1002'AND 77 AT THE W EDGE OF VICTORIA, GO WESTERLY ON U.S. HIGHWAY
 AN1002'59 FOR 2.0 MILES TO A GATE AND GUARDHOUSE ON THE RIGHT.
 AN1002'THEN RIGHT FOR 0.9 MILE TO A FORKS AT A CHURCH.  THEN RIGHT
 AN1002'FORK FOR 0.2 MILE TO A CROSS STREET AT A FLAGPOLE ON THE LEFT.
 AN1002'THEN RIGHT (N) FOR 0.15 MILE.  THEN LEFT (W) FOR 0.1 MILE
 AN1002'TO BUILDING NO. T 759 ON THE LEFT AND A DIRT SIDE ROAD ON
 AN1002'THE RIGHT.* CONTINUE AHEAD (W) FOR 0.25 MILE TO THE END OF
 AN1002'THE STREET AT THE EDGE OF A CONCRETE RUNWAY.  THEN TURN RIGHT
 AN1002'(N) FOR 0.05 MILE TO THE STATION.
 AN1002'
 AN1002'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT (N)
 AN1002'FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 AN1002'
 AN1002'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AN1002
 AN1002                          STATION RECOVERY (1952)
 AN1002
 AN1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AN1002'STATION FOUND AS DESCRIBED.  STATION MARK AND REFERENCE MARKS
 AN1002'NO. 1 AND NO. 2 WERE IN PLACE AND IN GOOD CONDITION.  THE
 AN1002'AZIMUTH MARK HAS BEEN DESTROYED OR WAS NOT LOCATED.
 AN1002'
 AN1002'STATION CAN BE REACHED BY THE ORIGINAL DESCRIPTION BUT THE
 AN1002'ROADS HAVE CHANGED AND THE BUILDINGS HAVE BEEN TAKEN DOWN
 AN1002'AND CHANGED AROUND SOME.  THE STATION MARK IS N OF A LOW
 AN1002'LONG L-SHAPED BUILDING AND IS 0.15 MILE SW OF THE NORTHEAST
 AN1002'CORNER OF RAMP.
 AN1002
 AN1002                          STATION RECOVERY (1953)
 AN1002
 AN1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 AN1002'STATION IS LOCATED ABOUT 5 MILES W BY S OF VICTORIA AT THE
 AN1002'VICTORIA COUNTY AIRPORT.  IT IS 75.5 FEET E OF THE E EDGE
 AN1002'OF A CONCRETE APRON AND 33 FEET N OF THE NW CORNER OF A CONCRETE
 AN1002'FOUNDATION, BUILDING HAS BEEN REMOVED.  IT IS STAMPED ALOE
 AN1002'1943 AND IS SET FLUSH WITH THE GROUND.
 AN1002'
 AN1002'R.M. NO. 1 IS E OF THE STATION AND 1 FOOT N OF THE NE CORNER
 AN1002'OF A CONCRETE FOUNDATION, BUILDING HAS BEEN REMOVED.  IT IS
 AN1002'STAMPED ALOE NO 1 1943 AND PROJECTS ABOUT 2 INCHES.
 AN1002'
 AN1002'R.M. NO. 2 IS S OF THE STATION, 63 FEET E OF THE E EDGE OF
 AN1002'A CONCRETE APRON AND 30 FEET SW OF THE SW CORNER OF A CONCRETE
 AN1002'FOUNDATION, BUILDING HAS BEEN REMOVED.
 AN1002'
 AN1002'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 59 AND 77
 AN1002'AT W EDGE OF VICTORIA, GO SW ON U.S. HIGHWAY 59 2.4 MILES TO
 AN1002'ROAD ON THE RIGHT, ABOUT 0.8 MILE NW TO A T INTERSECTION
 AN1002'BY A HANGAR, ABOUT 0.6 MILE N TO AN INTERSECTION, TURN W
 AN1002'TO EDGE OF A CONCRETE APRON, ABOUT 290 FEET ALONG E EDGE
 AN1002'OF APRON AND 75.5 FEET E OF THE E EDGE OF THE APRON.
 AN1002'
 AN1002'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AN1002'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.
 AN1002
 AN1002                          STATION RECOVERY (1953)
 AN1002
 AN1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AN1002'IN VICTORIA COUNTY AIRPORT.
 AN1002'AT VICTORIA COUNTY AIRPORT, VICTORIA COUNTY, ABOUT 0.5 MILE NORTH OF
 AN1002'THE NEW TERMINAL, 290 FT. NORTH OF AN INTERSECTION OF A ROAD WITH THE
 AN1002'CONCRETE APRON, 75.5 EAST OF THE EAST EDGE OF THE CONCRETE APRON, 33
 AN1002'FT. NORTH OF THE NORTHWEST CORNER OF A CONCRETE FOUNDATION.
 AN1002
 AN1002                          STATION RECOVERY (1955)
 AN1002
 AN1002'RECOVERY NOTE BY AERO SERVICE CORPORATION 1955 (DWR)
 AN1002'STATION FOUND IN FAIR CONDITION.  DESCRIPTION ADEQUATE.
 AN1002'THE L-SHAPED BUILDING MENTIONED HAS BEEN MOVED AND THE MARK
 AN1002'HAS ONE CORNER BROKEN OFF EXPOSING PART OF UNDERSIDE OF DISK.
 AN1002
 AN1002                          STATION RECOVERY (1963)
 AN1002
 AN1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN1002'STATION WAS RECOVERED IN FAIR CONDITION.  REFERENCE MARK NO. 1
 AN1002'WAS RECOVERED IN GOOD CONDITION AND REFERENCE MARK NO. 2
 AN1002'WAS RECOVERED IN POOR CONDITION AS DESCRIBED.  AN L SHAPED
 AN1002'FOUNDATION MENTIONED IN DESCRIPTION IS THE SECOND FROM THE
 AN1002'LAST OF SUCH FOUNDATION LOCATED NEAR THE NORTH END OF THE
 AN1002'CONCRETE APRON.
 AN1002
 AN1002                          STATION RECOVERY (1974)
 AN1002
 AN1002'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (LW)
 AN1002'RECOVERED BY LOWRY AND SEALE INC.
 AN1002'
 AN1002'ALOE 1943 (USC AND GS)-GOOD, CONC BROKEN BRASS NOT DISTURBED
 AN1002'
 AN1002'ALOE 1 1943-EXCELLENT CONDITION.
 AN1002'
 AN1002'ALOE 2 1943-DESTROYED
 AN1002'
 AN1002'ALL BLDGS. IN AREA DESTROYED.  (ALOE 1943 IS 43 FT PLUS OR MINUS
 AN1002'FROM N.W. COR OF BLDG. FOUNDATION.) CONC. OF ALOE 1943
 AN1002'CHIPPED, MARK WAS NOT DISTURBED.
 AN1002
 AN1002                          STATION RECOVERY (1981)
 AN1002
 AN1002'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (SC)
 AN1002'ALOE 1943 RECOVERED FAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1003 ***********************************************************************
 AN1003  DESIGNATION -  ALOE RM 2
 AN1003  PID         -  AN1003
 AN1003  STATE/COUNTY-  TX/VICTORIA
 AN1003  USGS QUAD   -  VICTORIA WEST (1987)
 AN1003
 AN1003                         *CURRENT SURVEY CONTROL
 AN1003  ___________________________________________________________________
 AN1003* NAD 83(1986)-  28 46 47.     (N)    097 05 20.     (W)     SCALED    
 AN1003* NAVD 88     -        32.92   (+/-2cm)     108.0    (feet)  VERTCON   
 AN1003  ___________________________________________________________________
 AN1003  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN1003
 AN1003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1003
 AN1003.The horizontal coordinates were scaled from a topographic map and have
 AN1003.an estimated accuracy of +/- 6 seconds.
 AN1003
 AN1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1003.The vertical order pertains to the NGVD 29 superseded value.
 AN1003
 AN1003.The geoid height was determined by GEOID03.
 AN1003
 AN1003;                    North         East    Units  Estimated Accuracy
 AN1003;SPC TXSC     - 4,106,410.      786,590.      MT  (+/- 180 meters Scaled)
 AN1003
 AN1003                          SUPERSEDED SURVEY CONTROL
 AN1003
 AN1003  NGVD 29 (??/??/92)   33.004  (m)          108.28   (f) ADJ UNCH    2 0
 AN1003
 AN1003.Superseded values are not recommended for survey control.
 AN1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1003.See file dsdata.txt to determine how the superseded data were derived.
 AN1003
 AN1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS865850(NAD 83)
 AN1003_MARKER: DB = BENCH MARK DISK
 AN1003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1003_SP_SET: FOUNDATION
 AN1003_STAMPING: ALOE NO. 2 1943
 AN1003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1003
 AN1003  HISTORY     - Date     Condition        Report By
 AN1003  HISTORY     - 1943     MONUMENTED       CGS
 AN1003  HISTORY     - 1953     GOOD             NGS
 AN1003
 AN1003                          STATION DESCRIPTION
 AN1003
 AN1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AN1003'IN VICTORIA COUNTY AIRPORT.
 AN1003'AT VICTORIA COUNTY AIRPORT, VICTORIA COUNTY, ABOUT 0.5 MILE NORTH OF
 AN1003'THE NEW TERMINAL, 143 FT. NORTH OF AN INTERSECTION OF A ROAD WITH THE
 AN1003'CONCRETE APRON, 63 FT. EAST OF THE CONCRETE APRON, 30 FT. SOUTHWEST OF
 AN1003'THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1453 ***********************************************************************
 AH1453  DESIGNATION -  ALONG 1938
 AH1453  PID         -  AH1453
 AH1453  STATE/COUNTY-  TX/KENEDY
 AH1453  USGS QUAD   -  SOUTH BIRD ISLAND SE (1975)
 AH1453
 AH1453                         *CURRENT SURVEY CONTROL
 AH1453  ___________________________________________________________________
 AH1453* NAD 83(1993)-  27 15 45.52793(N)    097 21 10.54037(W)     ADJUSTED  
 AH1453* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1453  ___________________________________________________________________
 AH1453  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AH1453  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AH1453
 AH1453  HORZ ORDER  -  THIRD
 AH1453
 AH1453.The horizontal coordinates were established by classical geodetic methods
 AH1453.and adjusted by the National Geodetic Survey in February 1996..
 AH1453
 AH1453.The orthometric height was scaled from a topographic map.
 AH1453
 AH1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1453
 AH1453.The geoid height was determined by GEOID03.
 AH1453
 AH1453;                    North         East     Units Scale Factor Converg.
 AH1453;SPC TX S     - 5,177,337.832   413,574.479   MT  0.99990517   +0 31 14.8
 AH1453;SPC TX S     -16,985,982.54  1,356,868.94   sFT  0.99990517   +0 31 14.8
 AH1453;UTM  14      - 3,016,600.014   663,046.328   MT  0.99992817   +0 45 16.7
 AH1453
 AH1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1453!SPC TX S     -   1.00000376  x   0.99990517  =   0.99990893
 AH1453!UTM  14      -   1.00000376  x   0.99992817  =   0.99993193
 AH1453
 AH1453                          SUPERSEDED SURVEY CONTROL
 AH1453
 AH1453  NAD 83(1986)-  27 15 45.54555(N)    097 21 10.51777(W) AD(       ) 3
 AH1453  NAD 27      -  27 15 44.38200(N)    097 21 09.56600(W) AD(       ) 3
 AH1453
 AH1453.Superseded values are not recommended for survey control.
 AH1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1453.See file dsdata.txt to determine how the superseded data were derived.
 AH1453
 AH1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6304616600(NAD 83)
 AH1453_MARKER: DS = TRIANGULATION STATION DISK
 AH1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1453_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1453+STABILITY: SURFACE MOTION
 AH1453
 AH1453  HISTORY     - Date     Condition        Report By
 AH1453  HISTORY     - 1938     MONUMENTED       CGS
 AH1453  HISTORY     - 1939     GOOD             CGS
 AH1453  HISTORY     - 1941     GOOD             CGS
 AH1453  HISTORY     - 1951     GOOD             CGS
 AH1453
 AH1453                          STATION DESCRIPTION
 AH1453
 AH1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1453'STATION IS 40.4 MILES S OF THE FISH PIER AT THE SOUTH JETTY
 AH1453'AT ARANSAS PASS.  STATION IS ON A HIGH DUNE ON THE GULF BEACH
 AH1453'ON THE SECOND TOP OF THE DUNE WHICH IS ABOUT 30 METERS W
 AH1453'OF THE FIRST TOP, THE E SIDE OF THE DUNE IS SHARP AND BARE.
 AH1453'THE SECOND TOP IS ABOUT 10 FEET HIGHER THAN THE FIRST TOP.
 AH1453'THE DUNE EXTENDS ABOUT 60 METERS TO THE W AND THEN BREAKS
 AH1453'INTO SMALLER AND LOWER DUNES.
 AH1453'
 AH1453'THE STATION IS MARKED WITH A STANDARD DISK SET IN CONCRETE
 AH1453'POST 6 INCHES SQUARE AND 3-1/2 FEET LONG AND SET FLUSH WITH
 AH1453'THE SURFACE.  MARK IS STAMPED ALONG 1938.
 AH1453'
 AH1453'NO UNDERGROUND MARK SET.
 AH1453'
 AH1453'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 35 FEET.
 AH1453'
 AH1453'POSITION COMPUTED BY TRIANGULATION P.L.B. 1939.
 AH1453'
 AH1453'LOCATION METHOD--THEODOLITE.
 AH1453
 AH1453                          STATION RECOVERY (1941)
 AH1453
 AH1453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JSB)
 AH1453'STATION FOUND LYING ON THE GROUND AND COMPLETELY OUT.
 AH1453
 AH1453                          STATION RECOVERY (1951)
 AH1453
 AH1453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AH1453'ACCORDING TO THE RECOVERY NOTE BY J.S.B. IN 1941, STATION
 AH1453'WAS FOUND LYING ON THE GROUND AND COMPLETELY OUT.  NO FURTHER
 AH1453'INVESTIGATION WAS MADE BY THE FIELD EDIT PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2829 ***********************************************************************
 CS2829  DESIGNATION -  ALPHA
 CS2829  PID         -  CS2829
 CS2829  STATE/COUNTY-  TX/DALLAS
 CS2829  USGS QUAD   -  ADDISON (1981)
 CS2829
 CS2829                         *CURRENT SURVEY CONTROL
 CS2829  ___________________________________________________________________
 CS2829* NAD 83(1993)-  32 55 39.15882(N)    096 48 15.22211(W)     ADJUSTED  
 CS2829* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 CS2829  ___________________________________________________________________
 CS2829  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 CS2829  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CS2829
 CS2829  HORZ ORDER  -  FIRST
 CS2829
 CS2829.The horizontal coordinates were established by classical geodetic methods
 CS2829.and adjusted by the National Geodetic Survey in February 1996..
 CS2829
 CS2829.The orthometric height was scaled from a topographic map.
 CS2829
 CS2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2829
 CS2829.The geoid height was determined by GEOID03.
 CS2829
 CS2829;                    North         East     Units Scale Factor Converg.
 CS2829;SPC TXNC     - 2,141,098.185   758,577.996   MT  0.99987495   +0 55 29.5
 CS2829;SPC TXNC     - 7,024,586.30  2,488,767.98   sFT  0.99987495   +0 55 29.5
 CS2829;UTM  14      - 3,645,393.628   705,308.049   MT  1.00011976   +1 11 38.4
 CS2829
 CS2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2829!SPC TXNC     -   0.99997275  x   0.99987495  =   0.99984770
 CS2829!UTM  14      -   0.99997275  x   1.00011976  =   1.00009251
 CS2829
 CS2829|---------------------------------------------------------------------|
 CS2829| PID    Reference Object                     Distance      Geod. Az  |
 CS2829|                                                           dddmmss.s |
 CS2829| CX9550 ALPHA RM 1                           41.388 METERS 00503     |
 CS2829| CS2758 RESTLAND MEMORIAL PARK TANK         APPROX. 5.7 KM 0912720.9 |
 CS2829| CX9551 ALPHA RM 2                           66.990 METERS 13045     |
 CS2829| CS2849 NORTHWEST                           APPROX. 7.0 KM 1614809.6 |
 CS2829| CX9549 ALPHA AZ MK                                        1685155.7 |
 CS2829| CS2841 DALLAS UNIV HEIGHTS MUN TANK        APPROX. 7.0 KM 1692345.4 |
 CS2829|---------------------------------------------------------------------|
 CS2829
 CS2829                          SUPERSEDED SURVEY CONTROL
 CS2829
 CS2829  NAD 83(1993)-  32 55 39.16033(N)    096 48 15.21571(W) AD(       ) 1
 CS2829  NAD 83(1986)-  32 55 39.16530(N)    096 48 15.20567(W) AD(       ) 1
 CS2829  NAD 27      -  32 55 38.71900(N)    096 48 14.20600(W) AD(       ) 1
 CS2829
 CS2829.Superseded values are not recommended for survey control.
 CS2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2829.See file dsdata.txt to determine how the superseded data were derived.
 CS2829
 CS2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0530845394(NAD 83)
 CS2829_MARKER: DS = TRIANGULATION STATION DISK
 CS2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2829
 CS2829  HISTORY     - Date     Condition        Report By
 CS2829  HISTORY     - 1947     MONUMENTED       CGS
 CS2829  HISTORY     - 1949     GOOD             CGS
 CS2829  HISTORY     - 1959     GOOD             CGS
 CS2829  HISTORY     - 1963     GOOD             CGS
 CS2829  HISTORY     - 1963     GOOD             LOCSUR
 CS2829  HISTORY     - 1966     MARK NOT FOUND   CGS
 CS2829  HISTORY     - 19910616 MARK NOT FOUND   USPSQD
 CS2829
 CS2829                          STATION DESCRIPTION
 CS2829
 CS2829'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2829'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF DALLAS, 4-1/2
 CS2829'MILES WEST OF RICHARDSON ON PROPERTY OF MRS A.J. PIERCE.
 CS2829'IT IS 51 FEET SOUTHWEST OF THE SOUTHWEST FENCE CORNER OF
 CS2829'THE FARM HOUSE YARD, 19 FEET WEST OF THE GARAGE AND 35 FEET
 CS2829'SOUTHEAST OF FARM BUILDING ALONG THE SOUTH EDGE OF FARM
 CS2829'YARD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS
 CS2829'STAMPED ALPHA 1947.
 CS2829'
 CS2829'REFERENCE MARK NO. 1 IS 135.79 FEET NORTH OF STATION, 22
 CS2829'FEET NORTHWEST OF NORTHWEST FENCE CORNER OF FARM HOUSE YARD
 CS2829'FENCE, 28 FEET NORTHWEST OF NORTHWEST CORNER OF BUILDING.
 CS2829'THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED
 CS2829'ALPHA NO. 1 1947.
 CS2829'
 CS2829'REFERENCE MARK NO. 2 IS 219.75 FEET SOUTHEAST OF STATION,
 CS2829'42 FEET WEST OF CENTERLINE OF STATE ROUTE 289, 42 FEET SOUTH
 CS2829'OF POWERLINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 CS2829'IS STAMPED ALPHA NO. 2 1947.
 CS2829'
 CS2829'AZIMUTH MARK IS 0.3 MILE SOUTH OF STATION, 49 FEET WEST OF
 CS2829'CENTERLINE OF STATE ROUTE 289, 2.20 FEET SOUTH OF WITNESS POST,
 CS2829'2 FEET NORTH OF TELEPHONE POLE AND 1 FOOT WEST OF FENCELINE.
 CS2829'THE MARK PROJECTS 3 INCHES AND THE DISC IS STAMPED ALPHA 1947.
 CS2829'
 CS2829'REACHED FROM THE JUNCTION OF STATE ROUTE 289 AND LOOP 12
 CS2829'NORTH OF DALLAS BY GOING NORTH ON STATE ROUTE 289 FOR 4.15
 CS2829'MILES TO HIGHEST POINT OF GRADUAL GRADE AT A LARGE BRICK
 CS2829'HOUSE AND STATION SITE IN YARD TO THE REAR OF HOUSE.
 CS2829'
 CS2829'AZIMUTH MARK IS REACHED BY GOING SOUTH ON STATE ROUTE 289
 CS2829'FOR 0.3 MILE TO AZIMUTH MARK ON THE LEFT.
 CS2829'
 CS2829'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2829
 CS2829                          STATION RECOVERY (1949)
 CS2829
 CS2829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CL)
 CS2829'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CS2829'FOUND IN GOOD CONDITION.
 CS2829'
 CS2829'A 64 FOOT STEEL TOWER AT HEBRON 1947 IS VISIBLE AT 10 FEET.
 CS2829'
 CS2829'A 64 FOOT STEEL TOWER AT RICHARD IS VISIBLE AT 20 FEET.
 CS2829'
 CS2829'A 64 FOOT STEEL TOWER AT ADDISON IS VG
 CS2829'
 CS2829'A 64 FOOT STEEL TOWER AT WATSON IS VG
 CS2829'
 CS2829'A 4 FOOT WOOD STAND AT NORTHWEST ECC IS VG
 CS2829
 CS2829                          STATION RECOVERY (1959)
 CS2829
 CS2829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2829'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 CS2829'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 CS2829'MARKS WERE NOT FOUND AND HAVE PROBABLY BEEN DESTROYED BY
 CS2829'ROAD CONSTRUCTION MACHINERY.  THE SITES OF THESE MARKS ARE
 CS2829'NOW WITHIN THE AREA OF THE HIGHWAY.
 CS2829
 CS2829                          STATION RECOVERY (1963)
 CS2829
 CS2829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2829'THE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND TO BE
 CS2829'IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 CS2829'MARK WERE SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK NO. 2
 CS2829'ORIGINAL DISTANCE AND DIRECTION PUTS THE MARK IN A CULTIVATED
 CS2829'AREA.  IT IS BELIEVED THIS MARK MAY HAVE BEEN PULLED OUT
 CS2829'OF THE GROUND AND HAULED AWAY.  THE AZIMUTH MARK DESCRIPTION
 CS2829'IS NOT TO CLEAR, THE MARK COULD BE ON THE EAST OR THE WEST
 CS2829'SIDE OF HIGHWAY.  THE FENCE LINE HAS BEEN TORE DOWN.  THERE
 CS2829'ARE A NUMBER OF DRIVEWAYS LEADING FROM THE HIGHWAY IN THIS
 CS2829'AREA.  IT IS BELIEVED THE MARK COULD BE COVERED OVER WITH
 CS2829'DIRT.
 CS2829'
 CS2829'THE STATION WAS REACHED FROM THE JUNCTION OF LOOP 12 AND
 CS2829'STATE HIGHWAY 289 IN THE NORTH PART OF DALLAS, BY GOING NORTH
 CS2829'ON STATE HIGHWAY 289 FOR 4.3 MILES TO A BRICK HOUSE ON THE
 CS2829'LEFT AND THE STATION IN YARD AT THE REAR OF HOUSE.
 CS2829
 CS2829                          STATION RECOVERY (1963)
 CS2829
 CS2829'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 CS2829'RECOVERED BY HOWARD, NEEDLES, TAMMEN AND BERGENDOFF
 CS2829'
 CS2829'STATION IN EXCELLENT CONDITION AS DESCRIBED.  MARK IS IN LAWN
 CS2829'AND RECESSED ABOUT 2 INCHES.
 CS2829'
 CS2829'R.M. 1 RECOVERED AS DESCRIBED.  R.M. 2 AND AZIMUTH MARK COULD
 CS2829'NOT BE LOCATED.
 CS2829'
 CS2829'IMPROVEMENTS IN THE AREA MAY HAVE OBLITERATED THE MARKS.
 CS2829'
 CS2829'GLAD ACRES FARM WATER TANK AND RESTLAND CEMETARY WATER TANK
 CS2829'ARE READILY VISIBLE FROM STATION MARK.
 CS2829
 CS2829                          STATION RECOVERY (1966)
 CS2829
 CS2829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WEB)
 CS2829'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK
 CS2829'WERE SEARCHED FOR BUT WERE NOT FOUND.  THE MARKS ARE BELIEVED
 CS2829'TO HAVE BEEN DESTROYED BY CONSTRUCTION IN THE AREA.
 CS2829
 CS2829                          STATION RECOVERY (1991)
 CS2829
 CS2829'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0910 ***********************************************************************
 BP0910  DESIGNATION -  ALPINE
 BP0910  PID         -  BP0910
 BP0910  STATE/COUNTY-  TX/BREWSTER
 BP0910  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0910
 BP0910                         *CURRENT SURVEY CONTROL
 BP0910  ___________________________________________________________________
 BP0910* NAD 83(1993)-  30 21 49.67495(N)    103 39 06.17100(W)     ADJUSTED  
 BP0910* NAVD 88     -      1388.     (meters)    4554.     (feet)  SCALED    
 BP0910  ___________________________________________________________________
 BP0910  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 BP0910  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 BP0910
 BP0910  HORZ ORDER  -  SECOND
 BP0910
 BP0910.The horizontal coordinates were established by classical geodetic methods
 BP0910.and adjusted by the National Geodetic Survey in February 1996..
 BP0910
 BP0910.The orthometric height was scaled from a topographic map.
 BP0910
 BP0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0910
 BP0910.The geoid height was determined by GEOID03.
 BP0910
 BP0910;                    North         East     Units Scale Factor Converg.
 BP0910;SPC TXSC     - 4,289,349.376   152,926.574   MT  1.00002423   -2 16 44.2
 BP0910;SPC TXSC     -14,072,640.41    501,726.60   sFT  1.00002423   -2 16 44.2
 BP0910;SPC TX C     - 3,082,039.042   381,061.476   MT  0.99994321   -1 42 33.0
 BP0910;SPC TX C     -10,111,656.42  1,250,199.19   sFT  0.99994321   -1 42 33.0
 BP0910;UTM  13      - 3,359,869.008   629,568.012   MT  0.99980711   +0 40 53.9
 BP0910
 BP0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0910!SPC TXSC     -   0.99978530  x   1.00002423  =   0.99980952
 BP0910!SPC TX C     -   0.99978530  x   0.99994321  =   0.99972852
 BP0910!UTM  13      -   0.99978530  x   0.99980711  =   0.99959245
 BP0910
 BP0910|---------------------------------------------------------------------|
 BP0910| PID    Reference Object                     Distance      Geod. Az  |
 BP0910|                                                           dddmmss.s |
 BP0910| CH7835 ALPINE RM 1                           8.293 METERS 13027     |
 BP0910| CH7836 ALPINE RM 2                          19.587 METERS 25440     |
 BP0910| CH7834 ALPINE AZ MK                                       2693406.5 |
 BP0910|---------------------------------------------------------------------|
 BP0910
 BP0910                          SUPERSEDED SURVEY CONTROL
 BP0910
 BP0910  NAD 83(1986)-  30 21 49.67351(N)    103 39 06.16469(W) AD(       ) 2
 BP0910  NAD 27      -  30 21 49.09500(N)    103 39 04.57600(W) AD(       ) 2
 BP0910
 BP0910.Superseded values are not recommended for survey control.
 BP0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0910.See file dsdata.txt to determine how the superseded data were derived.
 BP0910
 BP0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP2956859869(NAD 83)
 BP0910_MARKER: DS = TRIANGULATION STATION DISK
 BP0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0910
 BP0910  HISTORY     - Date     Condition        Report By
 BP0910  HISTORY     - 1942     MONUMENTED       CGS
 BP0910  HISTORY     - 1972     MARK NOT FOUND   USGS
 BP0910  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BP0910
 BP0910                          STATION DESCRIPTION
 BP0910
 BP0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0910'STATION IS LOCATED ON THE CAMPUS OF THE SULL ROSS COLLEGE, AT
 BP0910'THE EASTERN EDGE OF ALPINE.  IT IS A STANDARD DISK, STAMPED
 BP0910'ALPINE 1942, SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 BP0910'ABOVE THE GROUND.  IT IS IN THE PARKWAY IN THE CENTER OF THE
 BP0910'STREET THAT RUNS BEHIND THE ADMINISTRATION BUILDING AND IN
 BP0910'FRONT OF THE MUSEUM, ABOUT 18 YARDS WSW OF THE LOWEST STEP
 BP0910'AT THE ENTRANCE TO THE MUSEUM, 19.8 FEET NW OF THE INSIDE EDGE
 BP0910'OF THE STONE COPING ABOUT THE PARKWAY AT THE NW EDGE OF THE
 BP0910'SIDEWALK LEADING SW PAST THE ADMINISTRATION BUILDING, AND 4.8
 BP0910'FEET NE OF THE INSIDE EDGE OF THE COPING.
 BP0910'
 BP0910'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 BP0910'
 BP0910'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED ALPINE 1942
 BP0910'NO. 1, CEMENTED IN TOP OF COPING AT THE NW CORNER OF PARKWAY,
 BP0910'ON S SIDE OF SIDEWALK MENTIONED ABOVE.  IT IS SE OF THE STATION.
 BP0910'
 BP0910'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED ALPINE 1942
 BP0910'NO. 2, CEMENTED IN TOP OF COPING ALONG THE SW SIDE OF THE STREET,
 BP0910'AT THE NW CORNER OF A PARKING AREA, AND ABOUT 20 FEET SE OF THE
 BP0910'CENTER LINE OF A DRIVE LEADING SW.
 BP0910'
 BP0910'THE AZIMUTH MARK IS IN N PART OF ALPINE, ON STATE HIGHWAY 118,
 BP0910'0.4 MILE N OF THE JUNCTION OF STATE HIGHWAY 118 AND U.S. HIGHWAY
 BP0910'90 IN DOWNTOWN ALPINE.  MARKED BY A STANDARD DISK, STAMPED
 BP0910'ALPINE 1942, CEMENTED IN THE E HEADWALL OF A CONCRETE CULVERT,
 BP0910'10 FEET E OF THE CENTER LINE OF THE STREET, AND 8 INCHES N OF THE
 BP0910'S END OF THE HEAD WALL.
 BP0910
 BP0910                          STATION RECOVERY (1972)
 BP0910
 BP0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (KDC)
 BP0910'THERE HAVE BEEN A NUMBER OF NEW SIDEWALKS, CHANGED STREETS
 BP0910'ETC IN THIS AREA AND MARK COULD NOT BE FOUND
 BP0910
 BP0910                          STATION RECOVERY (1996)
 BP0910
 BP0910'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0956 ***********************************************************************
 BP0956  PACS        -  This is a Primary Airport Control Station.
 BP0956  DESIGNATION -  ALPPORT
 BP0956  PID         -  BP0956
 BP0956  STATE/COUNTY-  TX/BREWSTER
 BP0956  USGS QUAD   -  ALPINE NORTH (1972)
 BP0956
 BP0956                         *CURRENT SURVEY CONTROL
 BP0956  ___________________________________________________________________
 BP0956* NAD 83(1993)-  30 23 13.08111(N)    103 40 51.02150(W)     ADJUSTED  
 BP0956* NAVD 88     -      1360.06   (meters)    4462.1    (feet)  GPS OBS   
 BP0956  ___________________________________________________________________
 BP0956  X           -  -1,302,676.459 (meters)                     COMP
 BP0956  Y           -  -5,351,570.699 (meters)                     COMP
 BP0956  Z           -   3,208,128.622 (meters)                     COMP
 BP0956  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 BP0956  ELLIP HEIGHT-        1338.92  (meters)          (10/24/00) GPS OBS
 BP0956  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 BP0956
 BP0956  HORZ ORDER  -  B
 BP0956  ELLP ORDER  -  FOURTH    CLASS II
 BP0956
 BP0956.This mark is at Alpine-Casparis Muni (E38) Airport (E38)
 BP0956
 BP0956.The horizontal coordinates were established by GPS observations
 BP0956.and adjusted by the National Geodetic Survey in August 1996..
 BP0956
 BP0956.The orthometric height was determined by GPS observations and a
 BP0956.high-resolution geoid model.
 BP0956
 BP0956.GPS derived orthometric heights for airport stations designated as
 BP0956.PACS or SACS are published to 2 decimal places.  This maintains
 BP0956.centimeter relative accuracy between the PACS and SACS.  It does
 BP0956.not indicate centimeter accuracy relative to other marks which are
 BP0956.part of the NAVD 88 network.
 BP0956
 BP0956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BP0956
 BP0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0956
 BP0956.The ellipsoidal height was determined by GPS observations
 BP0956.and is referenced to NAD 83.
 BP0956
 BP0956.The geoid height was determined by GEOID03.
 BP0956
 BP0956;                    North         East     Units Scale Factor Converg.
 BP0956;SPC TXSC     - 4,292,027.496   150,231.638   MT  1.00003158   -2 17 35.5
 BP0956;SPC TXSC     -14,081,426.88    492,884.97   sFT  1.00003158   -2 17 35.5
 BP0956;UTM  13      - 3,362,403.792   626,738.989   MT  0.99979816   +0 40 02.5
 BP0956
 BP0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0956!SPC TXSC     -   0.99978977  x   1.00003158  =   0.99982135
 BP0956!UTM  13      -   0.99978977  x   0.99979816  =   0.99958798
 BP0956
 BP0956                          SUPERSEDED SURVEY CONTROL
 BP0956
 BP0956  ELLIP H (08/15/96) 1338.97   (m)                       GP(       ) 2 2
 BP0956  NAD 83(1993)-  30 23 13.08077(N)    103 40 51.02120(W) AD(       ) 3
 BP0956  ELLIP H (02/16/96) 1339.01   (m)                       GP(       ) 5 1
 BP0956  ELLIP H (12/21/93) 1338.97   (m)                       GP(       ) 4 1
 BP0956  NAD 83(1986)-  30 23 13.08236(N)    103 40 51.01990(W) AD(       ) 3
 BP0956  NGVD 29 (10/23/89) 1359.4    (m)         4460.     (f) GPS OBS        
 BP0956
 BP0956.Superseded values are not recommended for survey control.
 BP0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0956.See file dsdata.txt to determine how the superseded data were derived.
 BP0956
 BP0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP2673962404(NAD 83)
 BP0956_MARKER: I = METAL ROD
 BP0956_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BP0956_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BP0956_STAMPING: ALPPORT 1989
 BP0956_MARK LOGO: NGS   
 BP0956_PROJECTION: FLUSH
 BP0956_MAGNETIC: I = MARKER IS A STEEL ROD
 BP0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0956+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1995
 BP0956_ROD/PIPE-DEPTH: 1.95 meters
 BP0956_SLEEVE-DEPTH  : 0.76 meters
 BP0956
 BP0956  HISTORY     - Date     Condition        Report By
 BP0956  HISTORY     - 1989     MONUMENTED       NGS
 BP0956  HISTORY     - 19950506 GOOD             NGS
 BP0956  HISTORY     - 19961007 GOOD             USPSQD
 BP0956
 BP0956                          STATION DESCRIPTION
 BP0956
 BP0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 BP0956'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHWEST OF ALPINE, AT
 BP0956'THE ALPINE MUNICIPAL AIRPORT, IN THE SOUTHEAST ANGLE OF THE JUNCTION
 BP0956'OF RUNWAYS 1-19 AND 5-23.  OWNERSHIP--CITY OF ALPINE, POST OFFICE BOX
 BP0956'149, ALPINE, TEXAS 79830.  THE AIRPORT MANAGER IS TOM LONGMAN,
 BP0956'TELEPHONE 915-837-2744.
 BP0956'TO REACH THE STATION FROM THE EASTBOUND JUNCTION OF U.S. HIGHWAYS 67,
 BP0956'90 AND STATE HIGHWAY 118 IN ALPINE, GO NORTH ON STATE HIGHWAY 118 FOR
 BP0956'2.64 KM (1.65 MI) TO A STATE HIGHWAY DEPARTMENT OFFICE ON THE RIGHT.
 BP0956'CONTINUE AHEAD FOR 1.09 KM (0.70 MI) TO THE AIRPORT ENTRANCE ON THE
 BP0956'LEFT.  TURN LEFT AND GO SOUTHWEST FOR 0.15 KM (0.10 MI) TO THE OFFICE
 BP0956'AND A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND GO
 BP0956'NORTHWEST ON THE TARMAC AND RAMP FOR 0.12 KM (0.05 MI) TO RUNWAY 5-23.
 BP0956'TURN LEFT AND GO SOUTHWEST ALONG THE SOUTHWEST SIDE OF THE RUNWAY FOR
 BP0956'0.40 KM (0.25 MI) TO RUNWAY 1-19 AND THE STATION ON THE LEFT.
 BP0956'THE STATION IS 29.3 M (96.1 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 BP0956'RUNWAY 5-23, 29.0 M (95.1 FT) EAST OF THE CENTERLINE OF RUNWAY 1-19,
 BP0956'20.2 M (66.3 FT) EAST OF A RUNWAY LIGHT, AND 0.67 M (2.2 FT) NORTHWEST
 BP0956'OF A WITNESS POST.
 BP0956'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0956'DESCRIBED BY R.D.B.
 BP0956
 BP0956                          STATION RECOVERY (1995)
 BP0956
 BP0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BP0956'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHWEST OF ALPINE, AT
 BP0956'THE ALPINE-CASPARIS MUNICIPAL AIRPORT.  IN THE GRASS, NEAR THE
 BP0956'SOUTHEAST ANGLE OF THE JUNCTION OF RUNWAYS 1-19 AND 5-23.
 BP0956'OWNERSHIP--TERLINGUA RANCH INC.  TERLINGUA, RT BOX 220 ALPINE, TX.
 BP0956'79830.  AIRPORT MANAGER GEORGE ELLINGTON, PHONE 915-837-3009.  TO
 BP0956'REACH THE STATION FROM THE EASTBOUND JUNCTION OF U.S.  HIGHWAYS 67, 90
 BP0956'AND STATE HIGHWAY 118 IN ALPINE, GO NORTH, 3.69 KM (2.30 MI) TO THE
 BP0956'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHWEST, 0.16 KM (0.10 MI)
 BP0956'TO THE OFFICE AND GATE ON THE RIGHT.  TURN RIGHT, NORTHWEST, THROUGH
 BP0956'GATE THEN SOUTHWESTERLY, 0.43 KM (0.25 MI) ACROSS APRON AND ALONG TAXI
 BP0956'TO THE STATION ON THE RIGHT.  STATION IS 51.6 M (169.3 FT) NORTHWEST
 BP0956'OF A TAXI CENTERLINE, 29.0 M (95.1 FT) EAST OF RUNWAY 1-19 CENTERLINE,
 BP0956'24.3 M (79.7 FT) SOUTHEAST OF RUNWAY 5-23 CENTERLINE, 0.6 M (2.0 FT)
 BP0956'NORTHWEST OF A WITNESS POST, AND LEVEL WITH THE RUNWAY.  NOTE--ACCESS
 BP0956'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  BY R.G.  HAYES  THIS
 BP0956'IS A PAC STATION.
 BP0956
 BP0956                          STATION RECOVERY (1996)
 BP0956
 BP0956'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2571 ***********************************************************************
 CS2571  DESIGNATION -  ALSA
 CS2571  PID         -  CS2571
 CS2571  STATE/COUNTY-  TX/VAN ZANDT
 CS2571  USGS QUAD   -  ABLES SPRINGS (1979)
 CS2571
 CS2571                         *CURRENT SURVEY CONTROL
 CS2571  ___________________________________________________________________
 CS2571* NAD 83(1993)-  32 48 44.17900(N)    096 02 23.95844(W)     ADJUSTED  
 CS2571* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 CS2571  ___________________________________________________________________
 CS2571  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 CS2571  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS2571
 CS2571  HORZ ORDER  -  FIRST
 CS2571
 CS2571.The horizontal coordinates were established by classical geodetic methods
 CS2571.and adjusted by the National Geodetic Survey in February 1996..
 CS2571
 CS2571.The orthometric height was scaled from a topographic map.
 CS2571
 CS2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2571
 CS2571.The geoid height was determined by GEOID03.
 CS2571
 CS2571;                    North         East     Units Scale Factor Converg.
 CS2571;SPC TXNC     - 2,129,732.853   830,333.210   MT  0.99988130   +1 20 30.0
 CS2571;SPC TXNC     - 6,987,298.54  2,724,184.87   sFT  0.99988130   +1 20 30.0
 CS2571;UTM  14      - 3,634,357.180   777,147.301   MT  1.00054722   +1 36 18.1
 CS2571;UTM  15      - 3,634,569.924   215,361.540   MT  1.00059913   -1 38 54.4
 CS2571
 CS2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2571!SPC TXNC     -   0.99997778  x   0.99988130  =   0.99985909
 CS2571!UTM  14      -   0.99997778  x   1.00054722  =   1.00052499
 CS2571!UTM  15      -   0.99997778  x   1.00059913  =   1.00057690
 CS2571
 CS2571:                Primary Azimuth Mark                     Grid Az
 CS2571:SPC TXNC     -  ALSA AZ MK                               067 28 57.1
 CS2571:UTM  14      -  ALSA AZ MK                               067 13 09.0
 CS2571:UTM  15      -  ALSA AZ MK                               070 28 21.5
 CS2571
 CS2571|---------------------------------------------------------------------|
 CS2571| PID    Reference Object                     Distance      Geod. Az  |
 CS2571|                                                           dddmmss.s |
 CS2571| CX9552 ALSA AZ MK                                         0684927.1 |
 CS2571| CS2577 WILLS POINT MUNICIPAL TANK          APPROX.11.5 KM 1664742.7 |
 CS2571| CX9554 ALSA RM 2                            46.135 METERS 19655     |
 CS2571| CX9553 ALSA RM 1                            34.144 METERS 35155     |
 CS2571|---------------------------------------------------------------------|
 CS2571
 CS2571                          SUPERSEDED SURVEY CONTROL
 CS2571
 CS2571  NAD 83(1993)-  32 48 44.18602(N)    096 02 23.94788(W) AD(       ) 1
 CS2571  NAD 83(1986)-  32 48 44.18620(N)    096 02 23.94475(W) AD(       ) 1
 CS2571  NAD 27      -  32 48 43.73600(N)    096 02 23.05000(W) AD(       ) 1
 CS2571
 CS2571.Superseded values are not recommended for survey control.
 CS2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2571.See file dsdata.txt to determine how the superseded data were derived.
 CS2571
 CS2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7714734357(NAD 83)
 CS2571_MARKER: DS = TRIANGULATION STATION DISK
 CS2571_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CS2571
 CS2571  HISTORY     - Date     Condition        Report By
 CS2571  HISTORY     - 1949     MONUMENTED       CGS
 CS2571  HISTORY     - 1953     MARK NOT FOUND   LOCENG
 CS2571  HISTORY     - 1956     GOOD             USGS
 CS2571  HISTORY     - 19930614 GOOD             USPSQD
 CS2571  HISTORY     - 19950901 GOOD             USPSQD
 CS2571
 CS2571                          STATION DESCRIPTION
 CS2571
 CS2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2571'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHWEST OF WILLS
 CS2571'POINT AND ABOUT 2.0 MILES NORTH OF AIRWAY BEACON NO. 7.
 CS2571'IT IS 59.7 FEET SOUTHEAST OF THE EAST POST OF A WIRE GATE,
 CS2571'31 FEET EAST OF THE CENTERLINE OF ROAD LEADING SOUTH AND
 CS2571'18 FEET EAST-SOUTHEAST OF A WITNESS POST.  THE MARK IS 12
 CS2571'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 CS2571'ALSA 1949.
 CS2571'
 CS2571'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION,
 CS2571'57 FEET NORTH OF A FENCE CORNER AND 0.6 FEET EAST OF THE
 CS2571'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CS2571'ALSA NO 1 1949.
 CS2571'
 CS2571'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION,
 CS2571'13 FEET WEST OF THE CENTERLINE OF THE ROAD AND 0.6 FEET
 CS2571'EAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 CS2571'IS STAMPED ALSA NO 2 1949.
 CS2571'
 CS2571'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION,
 CS2571'41 FEET WEST OF A POWERLINE POLE WITH TRANSFORMER, 20 FEET
 CS2571'SOUTH OF THE CENTERLINE OF THE ROAD AND 2.5 FEET SOUTHEAST
 CS2571'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 CS2571'IS STAMPED ALSA 1949.
 CS2571'
 CS2571'TO REACH FROM THE MAIN STREET IN WILLS POINT, GO NORTH FROM
 CS2571'THE MONUMENT 0.3 MILE TO TIN COTTON SHEDS ON THE LEFT, TURN
 CS2571'LEFT 0.2 MILE TO A T-INTERSECTION, TURN RIGHT ABOUT 50 YARDS,
 CS2571'THEN LEFT AND FOLLOW MAIN ROAD 7.8 MILES TO FORKS AT HOUSE
 CS2571'ON THE RIGHT, TAKE LEFT FORK 0.1 MILE TO THE AZIMUTH MARK
 CS2571'ON THE LEFT OPPOSITE A HOUSE, CONTINUE ON WEST 0.2 MILE TO
 CS2571'WHERE ROAD TURNS LEFT, TURN LEFT 0.05 MILE TO WHERE MAIN
 CS2571'ROAD TURNS RIGHT AND A DIM ROAD LEADS ON SOUTH, PASS THROUGH
 CS2571'GATE TO STATION ABOUT 50 FEET SOUTHEAST OF GATE.
 CS2571'
 CS2571'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2571
 CS2571                          STATION RECOVERY (1953)
 CS2571
 CS2571'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953 (JDA)
 CS2571'LETTER OF MR. J.D. ADEN, COASTAL OIL FINDING CO., BOX 950,
 CS2571'ATHENS, TEXAS DATED FEBRUARY 28, 1953--
 CS2571'
 CS2571'STATION DESTROYED.  SEARCHED FOR BUT NOT FOUND.  REFERENCE
 CS2571'MARKS WERE FOUND AS DESCRIBED.
 CS2571
 CS2571                          STATION RECOVERY (1956)
 CS2571
 CS2571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CS2571'STATION WAS FOUND 12 INCHES UNDERGROUND AS DESCRIBED.  REFERENCE
 CS2571'MARKS INTACT AND CORRECT IN DISTANCE FROM STATION.
 CS2571
 CS2571                          STATION RECOVERY (1993)
 CS2571
 CS2571'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS2571'RECOVERED IN GOOD CONDITION.
 CS2571
 CS2571                          STATION RECOVERY (1995)
 CS2571
 CS2571'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1451 ***********************************************************************
 AH1451  DESIGNATION -  ALSO 1938
 AH1451  PID         -  AH1451
 AH1451  STATE/COUNTY-  TX/KLEBERG
 AH1451  USGS QUAD   -  SOUTH BIRD ISLAND SE (1975)
 AH1451
 AH1451                         *CURRENT SURVEY CONTROL
 AH1451  ___________________________________________________________________
 AH1451* NAD 83(1993)-  27 20 05.03965(N)    097 19 53.80209(W)     ADJUSTED  
 AH1451* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1451  ___________________________________________________________________
 AH1451  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH1451  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AH1451
 AH1451  HORZ ORDER  -  THIRD
 AH1451
 AH1451.The horizontal coordinates were established by classical geodetic methods
 AH1451.and adjusted by the National Geodetic Survey in February 1996..
 AH1451
 AH1451.The orthometric height was scaled from a topographic map.
 AH1451
 AH1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1451
 AH1451.The geoid height was determined by GEOID03.
 AH1451
 AH1451;                    North         East     Units Scale Factor Converg.
 AH1451;SPC TX S     - 5,185,343.906   415,611.044   MT  0.99991168   +0 31 49.6
 AH1451;SPC TX S     -17,012,249.13  1,363,550.57   sFT  0.99991168   +0 31 49.6
 AH1451;UTM  14      - 3,024,614.560   665,050.109   MT  0.99993628   +0 45 58.6
 AH1451
 AH1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1451!SPC TX S     -   1.00000316  x   0.99991168  =   0.99991484
 AH1451!UTM  14      -   1.00000316  x   0.99993628  =   0.99993944
 AH1451
 AH1451                          SUPERSEDED SURVEY CONTROL
 AH1451
 AH1451  NAD 83(1986)-  27 20 05.05550(N)    097 19 53.78016(W) AD(       ) 3
 AH1451  NAD 27      -  27 20 03.90200(N)    097 19 52.82700(W) AD(       ) 3
 AH1451
 AH1451.Superseded values are not recommended for survey control.
 AH1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1451.See file dsdata.txt to determine how the superseded data were derived.
 AH1451
 AH1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6505024615(NAD 83)
 AH1451_MARKER: DD = SURVEY DISK
 AH1451_SETTING: 0 = UNSPECIFIED SETTING
 AH1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1451
 AH1451  HISTORY     - Date     Condition        Report By
 AH1451  HISTORY     - 1938     MONUMENTED       CGS
 AH1451  HISTORY     - 1939     GOOD             CGS
 AH1451  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1451
 AH1451                          STATION DESCRIPTION
 AH1451
 AH1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1451'STATION IS LOCATED ON A LOW SAND DUNE WHICH IS NEARLY BARE.
 AH1451'ABOUT 120 METERS FROM HIGH WATER AND MARKED BY A STANDARD
 AH1451'HYDROGRAPHIC DISK SET IN A 6- BY 6-INCH BY 3 1/2-FOOT CONCRETE
 AH1451'POST.
 AH1451'
 AH1451'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 7 FEET.
 AH1451'
 AH1451'POSITION COMPUTED FROM TRIANGULATION P.L.B. 1939.
 AH1451
 AH1451                          STATION RECOVERY (1949)
 AH1451
 AH1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1451'NOT RECOVERED.  A THOROUGH BUT UNSUCCESSFUL SEARCH WAS MADE
 AH1451'BY A TWO-MAN PARTY.
 AH1451'
 AH1451'RECOMMEND THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1131 ***********************************************************************
 DN1131  DESIGNATION -  ALSTYNE
 DN1131  PID         -  DN1131
 DN1131  STATE/COUNTY-  TX/GRAYSON
 DN1131  USGS QUAD   -  VAN ALSTYNE (1974)
 DN1131
 DN1131                         *CURRENT SURVEY CONTROL
 DN1131  ___________________________________________________________________
 DN1131* NAD 83(1993)-  33 25 37.99867(N)    096 34 50.73237(W)     ADJUSTED  
 DN1131* NAVD 88     -       246.94   (+/-2cm)     810.2    (feet)  VERTCON   
 DN1131  ___________________________________________________________________
 DN1131  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 DN1131  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DN1131
 DN1131  HORZ ORDER  -  SECOND
 DN1131  VERT ORDER  -  THIRD ? (See Below)
 DN1131
 DN1131.The horizontal coordinates were established by classical geodetic methods
 DN1131.and adjusted by the National Geodetic Survey in February 1996..
 DN1131
 DN1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1131.The vertical order pertains to the NGVD 29 superseded value.
 DN1131
 DN1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1131
 DN1131.The geoid height was determined by GEOID03.
 DN1131
 DN1131;                    North         East     Units Scale Factor Converg.
 DN1131;SPC TXNC     - 2,196,859.805   778,461.010   MT  0.99989404   +1 02 48.3
 DN1131;SPC TXNC     - 7,207,530.88  2,554,000.83   sFT  0.99989404   +1 02 48.3
 DN1131;UTM  14      - 3,701,267.270   724,926.447   MT  1.00022378   +1 19 59.8
 DN1131
 DN1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1131!SPC TXNC     -   0.99996525  x   0.99989404  =   0.99985929
 DN1131!UTM  14      -   0.99996525  x   1.00022378  =   1.00018902
 DN1131
 DN1131|---------------------------------------------------------------------|
 DN1131| PID    Reference Object                     Distance      Geod. Az  |
 DN1131|                                                           dddmmss.s |
 DN1131| DN1132 VAN ALSTYNE G COLLIN REA MAST       224.335 METERS 00740     |
 DN1131| CX9556 ALSTYNE RM 1                         23.519 METERS 05446     |
 DN1131| DN1133 VAN ALSTYNE MUNICIPAL TANK          APPROX. 0.6 KM 1374207.2 |
 DN1131| DN1135 ANNA MUNICIPAL TANK                 APPROX. 9.3 KM 1605447.4 |
 DN1131| CX9555 ALSTYNE AZ MK                                      2674116.7 |
 DN1131| CX9557 ALSTYNE RM 2                         25.019 METERS 32906     |
 DN1131| DN1233 HOWE MUNICIPAL TANK                 APPROX. 9.0 KM 3410559.1 |
 DN1131|---------------------------------------------------------------------|
 DN1131
 DN1131                          SUPERSEDED SURVEY CONTROL
 DN1131
 DN1131  NAD 83(1993)-  33 25 38.00060(N)    096 34 50.72816(W) AD(       ) 2
 DN1131  NAD 83(1986)-  33 25 38.00504(N)    096 34 50.72229(W) AD(       ) 2
 DN1131  NAD 27      -  33 25 37.60710(N)    096 34 49.76180(W) AD(       ) 2
 DN1131  NGVD 29 (07/19/86)  246.93   (m)          810.1    (f) LEVELING    3  
 DN1131
 DN1131.Superseded values are not recommended for survey control.
 DN1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1131.See file dsdata.txt to determine how the superseded data were derived.
 DN1131
 DN1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2492601267(NAD 83)
 DN1131_MARKER: DS = TRIANGULATION STATION DISK
 DN1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1131
 DN1131  HISTORY     - Date     Condition        Report By
 DN1131  HISTORY     - 1957     MONUMENTED       CGS
 DN1131  HISTORY     - 1958     GOOD             CGS
 DN1131  HISTORY     - 1959     GOOD             USGS
 DN1131
 DN1131                          STATION DESCRIPTION
 DN1131
 DN1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1131'THE STATION IS LOCATED IN THE NORTH EDGE OF THE CITY OF VAN
 DN1131'ALSTYNE, ABOUT 0.1 MILE WEST OF U.S. HIGHWAY NO. 75, 21
 DN1131'FEET EAST OF A 10-INCH TREE, 75 FEET SOUTH OF THE BALL PARK
 DN1131'GATE AND 27 FEET NORTH OF THE CENTER OF A DIRT ROAD.  IT IS
 DN1131'A STANDARD MARK, PROJECTS 2
 DN1131'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED ALSTYNE
 DN1131'1957.
 DN1131'
 DN1131'REFERENCE MARK NO. 1 IS 6 FEET EAST OF A 10-INCH TREE AND
 DN1131'54 FEET SOUTH OF A STEEL FENCE.  IT IS A STANDARD MARK
 DN1131'SET FLUSH WITH THE SURFACE OF THE
 DN1131'GROUND AND IS STAMPED ALSTYNE NO 1 1957.
 DN1131'
 DN1131'REFERENCE MARK NO. 2 IS 4 FEET SOUTH OF GRANDSTAND AND 45
 DN1131'FEET WEST OF STEEL GATE.  IT IS A STANDARD MARK
 DN1131'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 DN1131'STAMPED ALSTYNE NO 2 1957.
 DN1131'
 DN1131'AZIMUTH MARK IS 2 FEET SOUTH OF A WITNESS POST, 1 FOOT EAST
 DN1131'OF A WIRE FENCE AND 28 FEET SOUTH OF CENTER OF A DIRT ROAD.
 DN1131'IT IS A STANDARD MARK, PROJECTS
 DN1131'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED ALSTYNE
 DN1131'1957.
 DN1131'
 DN1131'TO REACH THE STATION FROM THE POST OFFICE IN VAN ALSTYNE,
 DN1131'GO WEST FOR 1 BLOCK, TURN RIGHT AND GO NORTH ON U.S. HIGHWAY
 DN1131'NO. 75 FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 DN1131'GO WEST FOR 0.05 MILE TO WHERE PAVED STREET TURNS LEFT,
 DN1131'KEEP RIGHT OR STRAIGHT AHEAD FOR 0.05 MILE TO STATION AS
 DN1131'DESCRIBED.
 DN1131'
 DN1131'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON DIRT
 DN1131'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 DN1131'
 DN1131'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 DN1131
 DN1131                          STATION RECOVERY (1958)
 DN1131
 DN1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1131'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1131'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1131'TO STATION SITE ARE CORRECT.
 DN1131
 DN1131                          STATION RECOVERY (1959)
 DN1131
 DN1131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DN1131'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33096-3, STATION 1002.
 DN1131'
 DN1131'RECOVERED BY NGS IN 1958.
 DN1131'
 DN1131'RECOVERED BY USGS IN 1959.
 DN1131'
 DN1131'STATION MARK--A STANDARD TABLET IN A CONCRETE POST PROJECTING 2 IN.
 DN1131'AND STAMPED---ALSTYNE 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1442 ***********************************************************************
 AE1442  DESIGNATION -  ALTA
 AE1442  PID         -  AE1442
 AE1442  STATE/COUNTY-  TX/BROOKS
 AE1442  USGS QUAD   -  TACUBAYA (1993)
 AE1442
 AE1442                         *CURRENT SURVEY CONTROL
 AE1442  ___________________________________________________________________
 AE1442* NAD 83(1993)-  26 55 07.10989(N)    098 19 00.53213(W)     ADJUSTED  
 AE1442* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 AE1442  ___________________________________________________________________
 AE1442  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AE1442  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AE1442
 AE1442  HORZ ORDER  -  THIRD
 AE1442
 AE1442.The horizontal coordinates were established by classical geodetic methods
 AE1442.and adjusted by the National Geodetic Survey in February 1996..
 AE1442
 AE1442.The orthometric height was scaled from a topographic map.
 AE1442
 AE1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1442
 AE1442.The geoid height was determined by GEOID03.
 AE1442
 AE1442;                    North         East     Units Scale Factor Converg.
 AE1442;SPC TX S     - 5,138,721.325   318,193.223   MT  0.99989582   +0 04 59.4
 AE1442;SPC TX S     -16,859,288.21  1,043,938.93   sFT  0.99989582   +0 04 59.4
 AE1442;UTM  14      - 2,977,607.199   567,832.047   MT  0.99965680   +0 18 33.5
 AE1442
 AE1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1442!SPC TX S     -   0.99998964  x   0.99989582  =   0.99988546
 AE1442!UTM  14      -   0.99998964  x   0.99965680  =   0.99964645
 AE1442
 AE1442|---------------------------------------------------------------------|
 AE1442| PID    Reference Object                     Distance      Geod. Az  |
 AE1442|                                                           dddmmss.s |
 AE1442| CV2447 ALTA RM 1                            28.332 METERS 21947     |
 AE1442| CV2448 ALTA RM 2                            27.907 METERS 30027     |
 AE1442| CV2446 ALTA AZ MK                                         3561114.8 |
 AE1442|---------------------------------------------------------------------|
 AE1442
 AE1442                          SUPERSEDED SURVEY CONTROL
 AE1442
 AE1442  NAD 83(1986)-  26 55 07.11721(N)    098 19 00.50196(W) AD(       ) 3
 AE1442  NAD 27      -  26 55 05.93580(N)    098 18 59.46860(W) AD(       ) 3
 AE1442
 AE1442.Superseded values are not recommended for survey control.
 AE1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1442.See file dsdata.txt to determine how the superseded data were derived.
 AE1442
 AE1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6783277607(NAD 83)
 AE1442_MARKER: DS = TRIANGULATION STATION DISK
 AE1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1442
 AE1442  HISTORY     - Date     Condition        Report By
 AE1442  HISTORY     - 1961     MONUMENTED       CGS
 AE1442
 AE1442                          STATION DESCRIPTION
 AE1442
 AE1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1442'THE STATION IS ON A LOW HILL IN THE ALTA MESA OIL FIELD
 AE1442'OF THE STANDARD OIL OF TEXAS.  IT IS APPROXIMATELY 23-1/2
 AE1442'MILES SOUTHWEST OF FALFURRIAS, 11 MILES WEST OF ENCINO AND
 AE1442'ON THE EAST EDGE OF A PRODUCING STATION AND HOUSING AREA
 AE1442'OF THE STANDARD OIL OF TEXAS.
 AE1442'
 AE1442'TO REACH THE STATION FROM THE POST OFFICE IN ENCINO, GO
 AE1442'SOUTH ON U.S. HIGHWAY 281 FOR 3.6 MILES TO A SIDE ROAD ON
 AE1442'THE RIGHT IN THE SMALL TOWN OF RACHAL.  TURN RIGHT ON FARM
 AE1442'ROAD 755 AND GO WEST FOR 7.2 MILES TO A ROAD FORK.  BEAR
 AE1442'RIGHT, NORTH, ON FARM ROAD 430 FOR 2.0 MILES TO WHERE THE
 AE1442'MAIN ROAD TURNS LEFT.  TURN LEFT, WEST, ON FARM ROAD 430
 AE1442'FOR 3.2 MILES TO WHERE THE MAIN ROAD TURNS LEFT AT A CATTLE
 AE1442'GUARD AND A GRADED SAND ROAD STRAIGHT AHEAD.  CONTINUE
 AE1442'STRAIGHT AHEAD, WEST, CROSS CATTLE GUARD AND FOLLOW THE GRADED
 AE1442'SAND ROAD FOR 0.6 MILE TO A ROAD FORK.  BEAR RIGHT,
 AE1442'NORTHWEST, FOR 0.1 MILE TO A CROSSROAD AND CATTLE GUARD
 AE1442'AT THE ENTRANCE TO THE STANDARD OIL OF TEXAS HOUSING AREA.
 AE1442'TURN RIGHT, NORTH, FOR APPROXIMATELY 40 YARDS TO THE
 AE1442'STATION ON THE RIGHT.
 AE1442'
 AE1442'STATION MARKS ARE STANDARD DISKS STAMPED ALTA 1960.  THE
 AE1442'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 AE1442'THE SURFACE OF THE GROUND.  IT IS 121 FEET NORTHEAST OF
 AE1442'THE CENTER OF A CATTLE GUARD, 102 FEET NORTHEAST OF THE
 AE1442'CENTER OF THE CROSSROAD, 72 FEET EAST OF A FENCE SURROUNDING
 AE1442'THE HOUSING AREA AND 32.5 FEET EAST OF THE CENTER OF A SAND
 AE1442'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 AE1442'OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1442'
 AE1442'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALTA NO. 1
 AE1442'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 AE1442'INCHES.  IT IS 40 FEET WEST OF THE CENTER OF THE SAND ROAD,
 AE1442'34 FEET NORTH OF THE CENTER OF THE CATTLE GUARD AND 1 FOOT
 AE1442'EAST OF THE FENCE WHICH SURROUNDS THE HOUSING AREA.
 AE1442'
 AE1442'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALTA NO. 2
 AE1442'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 AE1442'INCHES.  IT IS 35.5 FEET WEST OF THE CENTER OF THE SAND
 AE1442'ROAD, 112 FEET SOUTH OF THE NORTHEAST CORNER OF THE FENCE
 AE1442'SURROUNDING THE HOUSING AREA AND 1 FOOT EAST OF THE FENCE.
 AE1442'
 AE1442'AZIMUTH MARK, A STANDARD DISK STAMPED ALTA 1960, IS SET
 AE1442'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 AE1442'APPROXIMATELY 100 YARDS WEST OF A LARGE STORAGE TANK, 200
 AE1442'FEET WEST OF THE CENTER OF A ROAD FORK AND 2 FEET SOUTH
 AE1442'OF A METAL WITNESS POST.
 AE1442'
 AE1442'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 AE1442'THE SAND ROAD FOR 0.05 MILE TO WHERE THE MAIN ROAD TURNS
 AE1442'LEFT.  CONTINUE NORTH ON A SAND ROAD FOR 0.2 MILE TO A LARGE
 AE1442'STORAGE TANK ON THE RIGHT.  TURN LEFT, LEAVE ROAD, GO WEST
 AE1442'FOR 200 FEET TO THE AZIMUTH MARK.
 AE1442'
 AE1442'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AE1442'
 AE1442'APPROXIMATELY 2 HOURS OF CLEARING NEEDED TO SEE THE AZIMUTH
 AE1442'MARK FROM THE GROUND.
 AE1442'
 AE1442'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1304 ***********************************************************************
 AJ1304  DESIGNATION -  ALTA
 AJ1304  PID         -  AJ1304
 AJ1304  STATE/COUNTY-  TX/JIM HOGG
 AJ1304  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ1304
 AJ1304                         *CURRENT SURVEY CONTROL
 AJ1304  ___________________________________________________________________
 AJ1304* NAD 83(1993)-  27 05 54.72182(N)    098 35 22.04688(W)     ADJUSTED  
 AJ1304* NAVD 88     -       139.1    (meters)     456.     (feet)  VERTCON   
 AJ1304  ___________________________________________________________________
 AJ1304  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AJ1304  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AJ1304
 AJ1304  HORZ ORDER  -  FIRST
 AJ1304
 AJ1304.The horizontal coordinates were established by classical geodetic methods
 AJ1304.and adjusted by the National Geodetic Survey in February 1996..
 AJ1304
 AJ1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1304
 AJ1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1304
 AJ1304.The geoid height was determined by GEOID03.
 AJ1304
 AJ1304;                    North         East     Units Scale Factor Converg.
 AJ1304;SPC TX S     - 5,158,641.889   291,129.582   MT  0.99989623   -0 02 26.2
 AJ1304;SPC TX S     -16,924,644.26    955,147.64   sFT  0.99989623   -0 02 26.2
 AJ1304;UTM  14      - 2,997,415.265   540,696.698   MT  0.99962044   +0 11 13.2
 AJ1304
 AJ1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1304!SPC TX S     -   0.99998207  x   0.99989623  =   0.99987830
 AJ1304!UTM  14      -   0.99998207  x   0.99962044  =   0.99960251
 AJ1304
 AJ1304|---------------------------------------------------------------------|
 AJ1304| PID    Reference Object                     Distance      Geod. Az  |
 AJ1304|                                                           dddmmss.s |
 AJ1304| AJ0544 ALTA RM 1                            55.574 METERS 08336     |
 AJ1304| AJ0546 ALTA AZ MK                                         1814245.5 |
 AJ1304| AJ0545 ALTA RM 2                            35.195 METERS 21724     |
 AJ1304|---------------------------------------------------------------------|
 AJ1304
 AJ1304                          SUPERSEDED SURVEY CONTROL
 AJ1304
 AJ1304  NAD 83(1986)-  27 05 54.72688(N)    098 35 22.01786(W) AD(       ) 1
 AJ1304  NAD 27      -  27 05 53.55700(N)    098 35 20.95300(W) AD(       ) 1
 AJ1304  NGVD 29 (07/19/86)  139.1    (m)          456.     (f) VERT ANG       
 AJ1304
 AJ1304.Superseded values are not recommended for survey control.
 AJ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1304.See file dsdata.txt to determine how the superseded data were derived.
 AJ1304
 AJ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4069797415(NAD 83)
 AJ1304_MARKER: DS = TRIANGULATION STATION DISK
 AJ1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1304_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1304
 AJ1304  HISTORY     - Date     Condition        Report By
 AJ1304  HISTORY     - 1935     MONUMENTED       CGS
 AJ1304  HISTORY     - 1938     GOOD             CGS
 AJ1304  HISTORY     - 1943     SEE DESCRIPTION  CGS
 AJ1304  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AJ1304  HISTORY     - 1974     GOOD             NGS
 AJ1304
 AJ1304                          STATION DESCRIPTION
 AJ1304
 AJ1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1304'STATION IS LOCATED 4.5 MILES NW OF ALTA VISTA, 13.75 MILES
 AJ1304'SSE OF HEBBRONVILLE, 6.5 MILES W OF JIM HOGG-BROOK COUNTY
 AJ1304'LINE, ABOUT 0.5 MILE S OF PROMINENT SAND DRIFT.  STATION
 AJ1304'IS 40 FEET E OF CENTER LINE OF HEBBRONVILLE-AQUA NUEVA ROAD.
 AJ1304'
 AJ1304'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1304'BRONZE DISKS SET IN CONCRETE.
 AJ1304'
 AJ1304'REFERENCE MARK NO. 1 IS E OF STATION ON TOP OF SMALL KNOLL.
 AJ1304'
 AJ1304'REFERENCE MARK NO. 2 IS SW OF STATION ON W SIDE OF ROAD, 2
 AJ1304'FEET E OF FENCE.
 AJ1304'
 AJ1304'AZIMUTH MARK IS 0.5 MILE S OF STATION, 20 FEET W OF CENTER
 AJ1304'LINE OF ROAD.  TO REACH FROM STATION FOLLOW ROAD S FOR 0.5
 AJ1304'MILE TO MARK ON LEFT.
 AJ1304'
 AJ1304'TO REACH FROM POST OFFICE IN HEBBRONVILLE, GO E ON MAIN
 AJ1304'STREET FOR 0.25 MILE.  CONTINUE STRAIGHT AHEAD (E) WHERE
 AJ1304'STATE HIGHWAY 12 TURNS N AND FOLLOW ROAD 1.0 MILE TO T-ROAD.
 AJ1304'CONTINUE S FOR 15.9 MILES TO STATION ON LEFT.
 AJ1304'
 AJ1304'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 AJ1304
 AJ1304                          STATION RECOVERY (1938)
 AJ1304
 AJ1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GLJ)
 AJ1304'STATION RECOVERED IN GOOD CONDITION.
 AJ1304
 AJ1304                          STATION RECOVERY (1943)
 AJ1304
 AJ1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AJ1304'SURFACE STATION MARK HAS BEEN DESTROYED BY ROAD MAINTENANCE
 AJ1304'MACHINERY.  THE UNDERGROUND MARK WAS NOT SEARCHED FOR.  REFERENCE
 AJ1304'MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 AJ1304'TO BE IN GOOD CONDITION.
 AJ1304'
 AJ1304'REFERENCE MARK 1 IS ALONG ROAD FROM HEBBRONVILLE TO AGUA
 AJ1304'NUEVA, ABOUT 4.5 MILES NW OF ALTA VISTA, 0.4 MILE NE OF
 AJ1304'INTERSECTION OF ROAD TO ALTA VISTA, ABOUT 0.1 MILE NE OF A
 AJ1304'CATTLE-GUARD ACROSS THE ROAD, ON THE TOP OF A SAND HILL,
 AJ1304'ABOUT 245 FEET E OF AND ABOUT 4 FEET ABOVE THE CENTER LINE OF
 AJ1304'THE ROAD AND 20 FEET W OF A LONE MESQUITE BUSH.  IT IS STAMPED
 AJ1304'ALTA NO. 1 1935.  THE MONUMENT PROJECTS ABOUT 1 FOOT.
 AJ1304'
 AJ1304'REFERENCE MARK 2 IS ABOUT 400 FEET N OF A CATTLEGUARD ACROSS
 AJ1304'THE ROAD, 24 FEET W OF THE CENTER LINE OF THE ROAD, 2 FEET
 AJ1304'E OF RIGHT-OF-WAY FENCE AND 1.5 FEET S OF A TELEPHONE POLE.
 AJ1304'IT IS STAMPED ALTA NO. 2 1935, AND PROJECTS 0.8 FOOT.
 AJ1304'
 AJ1304'AZIMUTH MARK IS 23 FEET E OF THE CENTER OF ROADS AT INTERSECTION
 AJ1304'OF ROAD LEADING TO ALTA VISTA, 30 FEET S OF THE CENTER OF
 AJ1304'GATE IN FENCE LINE AND 3 FEET S OF A 4- BY 4-INCH WOODEN
 AJ1304'MARKER POST.  IT IS STAMPED ALTA 1935 AZI.  THE MONUMENT
 AJ1304'PROJECTS ABOUT 0.5 FOOT.
 AJ1304
 AJ1304                          STATION RECOVERY (1955)
 AJ1304
 AJ1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTR)
 AJ1304'THE SURFACE STATION IS GONE.  THE UNDERGROUND STATION AND
 AJ1304'REFERENCE MARKS AND AZIMUTH MARKS ARE IN GOOD SHAPE.
 AJ1304
 AJ1304                          STATION RECOVERY (1974)
 AJ1304
 AJ1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1304'THE STATION UNDERGROUND MARK, REFERENCE MARKS 1 AND 2 WERE
 AJ1304'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION SURFACE
 AJ1304'MARK WAS DESTROYED BY ROAD WORK AND THE AZIMUTH MARK WAS
 AJ1304'HIT BY MACHINERY AND WAS LEANING TO THE SOUTH.  A SURFACE
 AJ1304'STATION MARK WAS SET AND THE AZIMUTH MARK WAS REINFORCED
 AJ1304'AND STRAIGHTENED.  THE DIRECTION TO REFERENCE MARK 1 CHECKED
 AJ1304'AND A DIFFERENCE OF 2 MINUTES AND 50 SECONDS WAS NOTED IN THE
 AJ1304'DIRECTION TO REFERENCE MARK 2.  A DIFFERENCE OF 0.6 FEET
 AJ1304'OR 0.018 METERS WAS NOTED IN THE DIRECTION TO REFERENCE MARK
 AJ1304'1 AND A DIFFERENCE OF 0.07 FEET OR 0.021 METERS WAS NOTED
 AJ1304'IN THE DIRECTION TO REFERENCE MARK 2.  BECAUSE OF THE
 AJ1304'DIFERENCES AND CHANGES A NEW DESCRIPTION FOLLOWS.
 AJ1304'
 AJ1304'THE STATION IS ABOUT 16-1/2 MILES SOUTH AND 1 MILES EAST OF
 AJ1304'HEBBRONVILLE, 15 MILES NORTH AND 4 MILES WEST OF LA GLORIA,
 AJ1304'IN JIM HOGG COUNTY AND THE COUNTY RIGHT-OF-WAY OF FARM ROAD
 AJ1304'1017.
 AJ1304'
 AJ1304'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 285
 AJ1304'AND 16 IN HEBBRONVILLE, GO SOUTH ON STATE HIGHWAYS 285 AND
 AJ1304'16 FOR 0.35 MILES TO A FORK, BEAR LEFT AND CONTINUE ON STATE
 AJ1304'HIGHWAY 285, EAST, FOR 1.0 MILES TO A SIDE ROAD RIGHT.  TURN
 AJ1304'RIGHT AND GO SOUTH ON FARM ROAD 1017 FOR 15.0 MILES TO A
 AJ1304'GROVE OF LARGE SALT CEDAR TREES ON THE LEFT, CONTINUE 0.3
 AJ1304'MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH,
 AJ1304'CONTINUE SOUTH ON FARM ROAD 1017 FOR 0.5 MILE TO THE AZIMUTH
 AJ1304'MARK ON THE RIGHT.
 AJ1304'
 AJ1304'STATION MARK IS A STANDARD DISK, STAMPED ALTA 1935 1973,
 AJ1304'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AJ1304'THAT IS 8 INCHES BELOW THE GROUND.  IT IS 23.5 FEET EAST OF
 AJ1304'THE CENTER OF FARM ROAD 1017 AND 27.8 FEET WEST OF A METAL
 AJ1304'WITNESS POST IN A FENCELINE.  THE UNDERGROUND MARK IS 24 INCHES
 AJ1304'BELOW THE GROUND.
 AJ1304'
 AJ1304'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALTA 1935 NO 1,
 AJ1304'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AJ1304'PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 155.0 FEET EAST OF
 AJ1304'THE METAL WITNESS POST AND 3.276 FEET HIGHER THAN THE STATION.
 AJ1304'
 AJ1304'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALTA 1935 NO 2,
 AJ1304'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AJ1304'THAT IS 4 INCHES BELOW THE GROUND.  IT IS 0.6 FEET SOUTH OF
 AJ1304'A TELEPHONE LINE POLE, 2.0 FEET EAST OF A FENCELINE, 48.0
 AJ1304'FEET WEST OF THE CENTER OF FARM ROAD 1017 AND IS 0.925 FEET
 AJ1304'LOWER THAN THE STATION.
 AJ1304'
 AJ1304'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED ALTA 1973
 AJ1304'1935 AZI, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AJ1304'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  1.0 FEET EAST OF
 AJ1304'A FENCELINE, 2.7 FEET SOUTH OF A METAL WITNESS POST, 3.5
 AJ1304'FEET NORTH OF A TELEPHONE POLE, 50.2 FEET WEST OF THE CENTER
 AJ1304'OF FARM ROAD 1017 AND IS ON THE HIGHWAY RIGHT-OF-WAY.  THE
 AJ1304'AZIMUTH MARK WAS DISTURBED BY FARM MACHINERY AND WAS SET
 AJ1304'UPRIGHT AND REINFORCED AT THIS TIME.  AS A BENCH MARK IT HAS
 AJ1304'BEEN DESTROYED.
 AJ1304'
 AJ1304'HEIGHT OF LIGHT ABOVE STATION MARK 74.18 FEET.
 AJ1304'
 AJ1304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16-1/2 MILES
 AJ1304'SOUTH OF HEBBRONVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0546 ***********************************************************************
 AJ0546  DESIGNATION -  ALTA AZ MK
 AJ0546  PID         -  AJ0546
 AJ0546  STATE/COUNTY-  TX/JIM HOGG
 AJ0546  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0546
 AJ0546                         *CURRENT SURVEY CONTROL
 AJ0546  ___________________________________________________________________
 AJ0546* NAD 83(1986)-  27 05 28.     (N)    098 35 23.     (W)     SCALED    
 AJ0546* NAVD 88     -       138.038  (meters)     452.88   (feet)  ADJUSTED  
 AJ0546  ___________________________________________________________________
 AJ0546  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AJ0546  DYNAMIC HT  -         137.815 (meters)     452.15  (feet)  COMP
 AJ0546  MODELED GRAV-     979,035.1   (mgal)                       NAVD 88
 AJ0546
 AJ0546  VERT ORDER  -  SECOND    CLASS 0
 AJ0546
 AJ0546.The horizontal coordinates were scaled from a topographic map and have
 AJ0546.an estimated accuracy of +/- 6 seconds.
 AJ0546
 AJ0546.The orthometric height was determined by differential leveling
 AJ0546.and adjusted by the National Geodetic Survey in June 1991..
 AJ0546
 AJ0546.The geoid height was determined by GEOID03.
 AJ0546
 AJ0546.The dynamic height is computed by dividing the NAVD 88
 AJ0546.geopotential number by the normal gravity value computed on the
 AJ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0546.degrees latitude (g = 980.6199 gals.).
 AJ0546
 AJ0546.The modeled gravity was interpolated from observed gravity values.
 AJ0546
 AJ0546;                    North         East    Units  Estimated Accuracy
 AJ0546;SPC TX S     - 5,157,820.      291,100.      MT  (+/- 180 meters Scaled)
 AJ0546
 AJ0546                          SUPERSEDED SURVEY CONTROL
 AJ0546
 AJ0546  NGVD 29 (??/??/92)  138.067  (m)          452.97   (f) ADJ UNCH    2 0
 AJ0546
 AJ0546.Superseded values are not recommended for survey control.
 AJ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0546.See file dsdata.txt to determine how the superseded data were derived.
 AJ0546
 AJ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ406965(NAD 83)
 AJ0546_MARKER: DZ = AZIMUTH MARK DISK
 AJ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0546_STAMPING: ALTA 1935 AZI
 AJ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0546+STABILITY: SURFACE MOTION
 AJ0546
 AJ0546  HISTORY     - Date     Condition        Report By
 AJ0546  HISTORY     - 1935     MONUMENTED       CGS
 AJ0546
 AJ0546                          STATION DESCRIPTION
 AJ0546
 AJ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0546'1.2 MI S FROM HEBBRONVILLE.
 AJ0546'1.2 MILES SOUTH ALONG STATE HIGHWAY 285 FROM THE INTERSECTION WITH
 AJ0546'STATE HIGHWAY 59 AT HEBBRONVILLE, JIM HOGG COUNTY, THENCE 16 MILES
 AJ0546'SOUTHEAST ALONG THE AGUA NUEVA ROAD.  14.3 MILES NORTH OF AGUA NUEVA,
 AJ0546'30 FEET SOUTH OF THE CENTER OF A GATE IN THE WEST RIGHT-OF-WAY FENCE,
 AJ0546'23 FEET EAST OF THE CENTER LINE OF THE ROAD AT THE INTERSECTION OF THE
 AJ0546'ROAD LEADING TO ALTA VISTA, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AJ0546'POST, 2.5 FEET EAST OF THE RIGHT-OF-WAY FENCE, 2 FEET NORTH OF A POLE,
 AJ0546'AND 1.5 FEET HIGHER THAN THE ROAD AT THE INTERSECTION.  A STANDARD
 AJ0546'REFERENCE-MARK DISK, STAMPED ALTA 1935 AZI AND SET IN THE TOP OF A
 AJ0546'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6768 ***********************************************************************
 AW6768  DESIGNATION -  ALTA LOMA GALVESTON PWRHSE STK
 AW6768  PID         -  AW6768
 AW6768  STATE/COUNTY-  TX/GALVESTON
 AW6768  USGS QUAD   -  HITCHCOCK (1974)
 AW6768
 AW6768                         *CURRENT SURVEY CONTROL
 AW6768  ___________________________________________________________________
 AW6768* NAD 83(1993)-  29 22 08.32757(N)    095 04 37.19124(W)     ADJUSTED  
 AW6768* NAVD 88     -                                                        
 AW6768  ___________________________________________________________________
 AW6768  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW6768  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW6768
 AW6768  HORZ ORDER  -  THIRD
 AW6768
 AW6768.The horizontal coordinates were established by classical geodetic methods
 AW6768.and adjusted by the National Geodetic Survey in February 1996..
 AW6768
 AW6768
 AW6768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6768
 AW6768.The geoid height was determined by GEOID03.
 AW6768
 AW6768;                    North         East     Units Scale Factor Converg.
 AW6768;SPC TXSC     - 4,176,576.931   980,764.192   MT  0.99986342   +1 55 18.9
 AW6768;SPC TXSC     -13,702,652.81  3,217,723.85   sFT  0.99986342   +1 55 18.9
 AW6768;UTM  15      - 3,250,659.110   298,400.129   MT  1.00010152   -1 01 08.3
 AW6768
 AW6768                          SUPERSEDED SURVEY CONTROL
 AW6768
 AW6768  NAD 83(1986)-  29 22 08.34226(N)    095 04 37.17015(W) AD(       ) 4
 AW6768  NAD 27      -  29 22 07.50621(N)    095 04 36.43959(W) AD(       ) 3
 AW6768
 AW6768.Superseded values are not recommended for survey control.
 AW6768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6768.See file dsdata.txt to determine how the superseded data were derived.
 AW6768
 AW6768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9840050659(NAD 83)
 AW6768_MARKER: 63 = STACK
 AW6768
 AW6768  HISTORY     - Date     Condition        Report By
 AW6768  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6768  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW6768  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 AW6768  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AW6768
 AW6768                          STATION DESCRIPTION
 AW6768
 AW6768'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0501 ***********************************************************************
 AW0501  DESIGNATION -  ALTA LOMA RESET
 AW0501  PID         -  AW0501
 AW0501  STATE/COUNTY-  TX/GALVESTON
 AW0501  USGS QUAD   -  HITCHCOCK (1974)
 AW0501
 AW0501                         *CURRENT SURVEY CONTROL
 AW0501  ___________________________________________________________________
 AW0501* NAD 83(1993)-  29 22 05.96126(N)    095 05 21.64673(W)     ADJUSTED  
 AW0501* NAVD 88     -         7.627  (meters)      25.02   (feet)  ADJUSTED  
 AW0501  ___________________________________________________________________
 AW0501  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW0501  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW0501  DYNAMIC HT  -           7.616 (meters)      24.99  (feet)  COMP
 AW0501  MODELED GRAV-     979,265.0   (mgal)                       NAVD 88
 AW0501  OBS GRAVITY -     979,264.1   (mgal)                       GRAV_OBS
 AW0501
 AW0501  HORZ ORDER  -  FIRST
 AW0501  VERT ORDER  -  FIRST     CLASS I
 AW0501
 AW0501.The horizontal coordinates were established by classical geodetic methods
 AW0501.and adjusted by the National Geodetic Survey in February 1996..
 AW0501
 AW0501.The orthometric height was determined by differential leveling
 AW0501.and adjusted by the National Geodetic Survey in June 1991..
 AW0501
 AW0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0501
 AW0501.The geoid height was determined by GEOID03.
 AW0501
 AW0501.The dynamic height is computed by dividing the NAVD 88
 AW0501.geopotential number by the normal gravity value computed on the
 AW0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0501.degrees latitude (g = 980.6199 gals.).
 AW0501
 AW0501.The modeled gravity was interpolated from observed gravity values.
 AW0501.The observed gravity was obtained from relative gravimeter ties
 AW0501.to the IGSN71 gravity network.
 AW0501
 AW0501;                    North         East     Units Scale Factor Converg.
 AW0501;SPC TXSC     - 4,176,463.983   979,568.513   MT  0.99986341   +1 54 57.2
 AW0501;SPC TXSC     -13,702,282.25  3,213,801.03   sFT  0.99986341   +1 54 57.2
 AW0501;UTM  15      - 3,250,607.644   297,199.940   MT  1.00010751   -1 01 30.0
 AW0501
 AW0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0501!SPC TXSC     -   1.00000302  x   0.99986341  =   0.99986643
 AW0501!UTM  15      -   1.00000302  x   1.00010751  =   1.00011053
 AW0501
 AW0501:                Primary Azimuth Mark                     Grid Az
 AW0501:SPC TXSC     -  DICKINSON ICE AND FUEL CO TANK           015 34 44.4
 AW0501:UTM  15      -  DICKINSON ICE AND FUEL CO TANK           018 31 11.6
 AW0501
 AW0501|---------------------------------------------------------------------|
 AW0501| PID    Reference Object                     Distance      Geod. Az  |
 AW0501|                                                           dddmmss.s |
 AW0501| AW6767 DICKINSON ICE AND FUEL CO TANK      APPROX.11.1 KM 0172941.6 |
 AW0501| AW6040 TEXAS CITY KNOX REFINING TANK       APPROX.16.1 KM 0860802.8 |
 AW0501| CV5940 ALTA LOMA AZ MK                                    0862900.9 |
 AW0501| AW0500 ALTA LOMA RM 2                       19.821 METERS 25527     |
 AW0501| AW6770 ALVIN E MUN WATER TANK              APPROX.16.5 KM 2922040.2 |
 AW0501| AW6408 LEAGUE CITY POWERHOUSE TANK         APPROX.15.9 KM 3541444.8 |
 AW0501| AW0499 ALTA LOMA RM 1                      386.026 METERS 35916     |
 AW0501|---------------------------------------------------------------------|
 AW0501
 AW0501                          SUPERSEDED SURVEY CONTROL
 AW0501
 AW0501  NAD 83(1986)-  29 22 05.97585(N)    095 05 21.62495(W) AD(       ) 1
 AW0501  NGVD 29 (12/23/87)    7.624  (m)           25.01   (f) ADJUSTED    1 1
 AW0501
 AW0501.Superseded values are not recommended for survey control.
 AW0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0501.See file dsdata.txt to determine how the superseded data were derived.
 AW0501
 AW0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9720050608(NAD 83)
 AW0501_MARKER: DS = TRIANGULATION STATION DISK
 AW0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0501_SP_SET: CONCRETE POST
 AW0501_STAMPING: ALTA LOMA 1931 1960
 AW0501_MARK LOGO: CGS   
 AW0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0501+STABILITY: SURFACE MOTION
 AW0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0501+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AW0501
 AW0501  HISTORY     - Date     Condition        Report By
 AW0501  HISTORY     - 1960     MONUMENTED       CGS
 AW0501  HISTORY     - 1973     GOOD             NGS
 AW0501  HISTORY     - 1978     GOOD             NGS
 AW0501  HISTORY     - 1987     GOOD             USPSQD
 AW0501  HISTORY     - 1987     GOOD             USPSQD
 AW0501  HISTORY     - 1987     GOOD             USPSQD
 AW0501  HISTORY     - 1987     GOOD             NGS
 AW0501  HISTORY     - 1988     GOOD             USPSQD
 AW0501  HISTORY     - 1988     GOOD             USPSQD
 AW0501  HISTORY     - 1988     GOOD             USPSQD
 AW0501  HISTORY     - 1988     GOOD             USPSQD
 AW0501  HISTORY     - 1988     GOOD             USPSQD
 AW0501  HISTORY     - 1989     GOOD             USPSQD
 AW0501  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0501  HISTORY     - 19940326 GOOD             USPSQD
 AW0501  HISTORY     - 20040126 GOOD             USPSQD
 AW0501  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 AW0501  HISTORY     - 20050202 GOOD             USPSQD
 AW0501  HISTORY     - 20060523 GOOD             USPSQD
 AW0501
 AW0501                          STATION DESCRIPTION
 AW0501
 AW0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0501'IN ALTA LOMA.
 AW0501'AT ALTA LOMA, ALONG AVENUE M, 0.25 MILE SOUTH OF THE CROSSING OF THE
 AW0501'ATCHINSON, TOPEKA AND SANTA FE RAILWAY, ON THE INSIDE OF BEHINGER
 AW0501'ATHLETIC FIELD, 41 1/2 FEET EAST OF THE CENTER LINE OF THE AVENUE, 117
 AW0501'FEET EAST AND ACROSS THE AVENUE FROM THE NORTHEAST CORNER OF A HOUSE
 AW0501'AT 5202 AVENUE M, 64.5 FEET EAST AND ACROSS THE AVENUE FROM R.M. 2,
 AW0501'26.9 FEET NORTHEAST OF A FLOOD LIGHT POLE, 6.8 FEET EAST OF A CHAIN
 AW0501'LINK FENCE, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A
 AW0501'CONCRETE POST FLUSH WITH THE GROUND.
 AW0501
 AW0501                          STATION RECOVERY (1978)
 AW0501
 AW0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0501'RECOVERED IN GOOD CONDITION.
 AW0501
 AW0501                          STATION RECOVERY (1987)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0501'RECOVERED IN GOOD CONDITION.
 AW0501
 AW0501                          STATION RECOVERY (1987)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0501'RECOVERED IN GOOD CONDITION.
 AW0501
 AW0501                          STATION RECOVERY (1987)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0501'RECOVERED IN GOOD CONDITION.
 AW0501
 AW0501                          STATION RECOVERY (1987)
 AW0501
 AW0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0501'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW0501'THE TOWN ALTA LOMA IS NOW CALLED SANTA FE.
 AW0501
 AW0501                          STATION RECOVERY (1988)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0501'RECOVERED IN GOOD CONDITION.
 AW0501
 AW0501                          STATION RECOVERY (1988)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0501'RECOVERED IN GOOD CONDITION.
 AW0501
 AW0501                          STATION RECOVERY (1988)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0501'RECOVERED IN GOOD CONDITION.
 AW0501
 AW0501                          STATION RECOVERY (1988)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0501'RECOVERED IN GOOD CONDITION.
 AW0501
 AW0501                          STATION RECOVERY (1988)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0501'RECOVERED IN GOOD CONDITION.
 AW0501
 AW0501                          STATION RECOVERY (1989)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0501'RECOVERED IN GOOD CONDITION.
 AW0501
 AW0501                          STATION RECOVERY (1990)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0501'MARK NOT FOUND.
 AW0501
 AW0501                          STATION RECOVERY (1994)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0501'RECOVERED IN GOOD CONDITION.
 AW0501
 AW0501                          STATION RECOVERY (2004)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0501'RECOVERED IN GOOD CONDITION.
 AW0501
 AW0501                          STATION RECOVERY (2004)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW0501'MARK NOT FOUND.
 AW0501
 AW0501                          STATION RECOVERY (2005)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0501'RECOVERED IN GOOD CONDITION.
 AW0501
 AW0501                          STATION RECOVERY (2006)
 AW0501
 AW0501'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW0501'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0499 ***********************************************************************
 AW0499  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0499  DESIGNATION -  ALTA LOMA RM 1
 AW0499  PID         -  AW0499
 AW0499  STATE/COUNTY-  TX/GALVESTON
 AW0499  USGS QUAD   -  HITCHCOCK (1974)
 AW0499
 AW0499                         *CURRENT SURVEY CONTROL
 AW0499  ___________________________________________________________________
 AW0499* NAD 83(1993)-  29 22 18.49786(N)    095 05 21.82859(W)     ADJUSTED  
 AW0499* NAVD 88     -         7.31   (meters)      24.0    (feet)  GPS OBS   
 AW0499  ___________________________________________________________________
 AW0499  X           -    -493,469.174 (meters)                     COMP
 AW0499  Y           -  -5,540,794.156 (meters)                     COMP
 AW0499  Z           -   3,109,870.023 (meters)                     COMP
 AW0499  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW0499  ELLIP HEIGHT-         -19.48  (meters)          (02/14/02) GPS OBS
 AW0499  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW0499  DYNAMIC HT  -           7.30  (meters)      24.0   (feet)  COMP
 AW0499  MODELED GRAV-     979,265.2   (mgal)                       NAVD 88
 AW0499  OBS GRAVITY -     979,264.4   (mgal)                       GRAV_OBS
 AW0499
 AW0499  HORZ ORDER  -  FIRST
 AW0499  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0499  ELLP ORDER  -  FOURTH    CLASS II
 AW0499
 AW0499.The horizontal coordinates were established by GPS observations
 AW0499.and adjusted by the National Geodetic Survey in December 2001..
 AW0499
 AW0499.The orthometric height was determined by GPS observations and a
 AW0499.high-resolution geoid model using precise GPS observation and
 AW0499.processing techniques. It supersedes the leveled height previously
 AW0499.determined for this station.
 AW0499.The vertical order pertains to the first NAVD 88 superseded value.
 AW0499
 AW0499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0499
 AW0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0499
 AW0499.The ellipsoidal height was determined by GPS observations
 AW0499.and is referenced to NAD 83.
 AW0499
 AW0499.The geoid height was determined by GEOID03.
 AW0499
 AW0499.The dynamic height is computed by dividing the NAVD 88
 AW0499.geopotential number by the normal gravity value computed on the
 AW0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0499.degrees latitude (g = 980.6199 gals.).
 AW0499
 AW0499.The modeled gravity was interpolated from observed gravity values.
 AW0499.The observed gravity was obtained from relative gravimeter ties
 AW0499.to the IGSN71 gravity network.
 AW0499
 AW0499;                    North         East     Units Scale Factor Converg.
 AW0499;SPC TXSC     - 4,176,849.545   979,550.709   MT  0.99986345   +1 54 57.1
 AW0499;SPC TXSC     -13,703,547.22  3,213,742.62   sFT  0.99986345   +1 54 57.1
 AW0499;UTM  15      - 3,250,993.706   297,201.942   MT  1.00010750   -1 01 30.5
 AW0499
 AW0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0499!SPC TXSC     -   1.00000306  x   0.99986345  =   0.99986651
 AW0499!UTM  15      -   1.00000306  x   1.00010750  =   1.00011056
 AW0499
 AW0499|---------------------------------------------------------------------|
 AW0499| PID    Reference Object                     Distance      Geod. Az  |
 AW0499|                                                           dddmmss.s |
 AW0499| AW0488 Q 1210                              141.135 METERS 35059     |
 AW0499|---------------------------------------------------------------------|
 AW0499
 AW0499                          SUPERSEDED SURVEY CONTROL
 AW0499
 AW0499  ELLIP H (12/03/01)  -19.46   (m)                       GP(       ) 4 2
 AW0499  ELLIP H (10/25/00)  -19.45   (m)                       GP(       ) 4 1
 AW0499  NAD 83(1993)-  29 22 18.49898(N)    095 05 21.82781(W) AD(       ) 1
 AW0499  ELLIP H (10/17/96)  -19.33   (m)                       GP(       ) 3 1
 AW0499  NAVD 88 (06/15/91)    7.380  (m)           24.21   (f) ADJUSTED    1 1
 AW0499  NGVD 29 (12/23/87)    7.377  (m)           24.20   (f) ADJUSTED    1 1
 AW0499
 AW0499.Superseded values are not recommended for survey control.
 AW0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0499.See file dsdata.txt to determine how the superseded data were derived.
 AW0499
 AW0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9720250994(NAD 83)
 AW0499_MARKER: DR = REFERENCE MARK DISK
 AW0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0499_SP_SET: CONCRETE POST
 AW0499_STAMPING: ALTA LOMA NO 1 1931
 AW0499_MARK LOGO: CGS   
 AW0499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0499+STABILITY: SURFACE MOTION
 AW0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0499+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AW0499
 AW0499  HISTORY     - Date     Condition        Report By
 AW0499  HISTORY     - 1931     MONUMENTED       CGS
 AW0499  HISTORY     - 1973     GOOD             NGS
 AW0499  HISTORY     - 1978     GOOD             USPSQD
 AW0499  HISTORY     - 1978     GOOD             NGS
 AW0499  HISTORY     - 1987     GOOD             USPSQD
 AW0499  HISTORY     - 1987     GOOD             USPSQD
 AW0499  HISTORY     - 1987     GOOD             USPSQD
 AW0499  HISTORY     - 1987     GOOD             USPSQD
 AW0499  HISTORY     - 1987     GOOD             USPSQD
 AW0499  HISTORY     - 1987     GOOD             NGS
 AW0499  HISTORY     - 1988     GOOD             USPSQD
 AW0499  HISTORY     - 1988     GOOD             USPSQD
 AW0499  HISTORY     - 1988     GOOD             USPSQD
 AW0499  HISTORY     - 1988     GOOD             USPSQD
 AW0499  HISTORY     - 1988     GOOD             USPSQD
 AW0499  HISTORY     - 1988     GOOD             USPSQD
 AW0499  HISTORY     - 1988     GOOD             USPSQD
 AW0499  HISTORY     - 1988     GOOD             USPSQD
 AW0499  HISTORY     - 1988     GOOD             USPSQD
 AW0499  HISTORY     - 1988     GOOD             USPSQD
 AW0499  HISTORY     - 1989     GOOD             USPSQD
 AW0499  HISTORY     - 1989     GOOD             USPSQD
 AW0499  HISTORY     - 1990     GOOD             USPSQD
 AW0499  HISTORY     - 19940326 GOOD             USPSQD
 AW0499  HISTORY     - 19950414 GOOD             HGCSD
 AW0499  HISTORY     - 20040126 GOOD             USPSQD
 AW0499  HISTORY     - 20050202 GOOD             USPSQD
 AW0499  HISTORY     - 20060523 GOOD             USPSQD
 AW0499
 AW0499                          STATION DESCRIPTION
 AW0499
 AW0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0499'0.5 MILE W FROM ALTA LOMA.
 AW0499'0.5 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 AW0499'STATION AT ALTA LOMA, 1.0 MILE EAST OF ARCADIA, AT THE INTERSECTION OF
 AW0499'18TH STREET AND AVENUE M, 110.4 FEET SOUTH AND ACROSS THE STREET FROM
 AW0499'THE SOUTH RAIL OF THE MAIN TRACK, 29 FEET EAST OF THE CENTER LINE OF
 AW0499'THE AVENUE, 26 1/2 FEET SOUTH OF THE CENTER LINE OF THE STREET, ABOUT
 AW0499'0.25 MILE NORTH OF TRIANGULATION STATION ALTA LOMA, 4.2 FEET SOUTHEAST
 AW0499'OF POWER POLE 4801, 5.3 FEET WEST OF A FIRE HYDRANT, ABOUT 5 FEET
 AW0499'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW0499'1.0 FOOT ABOVE THE GROUND.
 AW0499
 AW0499                          STATION RECOVERY (1978)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1978 (GWS)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1978)
 AW0499
 AW0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1987)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1987)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1987)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1987)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1987)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1987)
 AW0499
 AW0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0499'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW0499'THAT THE TOWN ALTA LOMA IS NOW CALLED SANTA FE.
 AW0499
 AW0499                          STATION RECOVERY (1988)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1988)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1988)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1988)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1988)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1988)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1988)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1988)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1988)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1988)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1989)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1989)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1990)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1994)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (1995)
 AW0499
 AW0499'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0499'RECOVERED AS DESCRIBED.
 AW0499
 AW0499                          STATION RECOVERY (2004)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (2005)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0499'RECOVERED IN GOOD CONDITION.
 AW0499
 AW0499                          STATION RECOVERY (2006)
 AW0499
 AW0499'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW0499'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0500 ***********************************************************************
 AW0500  DESIGNATION -  ALTA LOMA RM 2
 AW0500  PID         -  AW0500
 AW0500  STATE/COUNTY-  TX/GALVESTON
 AW0500  USGS QUAD   -  HITCHCOCK (1974)
 AW0500
 AW0500                         *CURRENT SURVEY CONTROL
 AW0500  ___________________________________________________________________
 AW0500* NAD 83(1986)-  29 22 06.     (N)    095 05 21.     (W)     SCALED    
 AW0500* NAVD 88     -         7.904  (meters)      25.93   (feet)  ADJUSTED  
 AW0500  ___________________________________________________________________
 AW0500  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW0500  DYNAMIC HT  -           7.893 (meters)      25.90  (feet)  COMP
 AW0500  MODELED GRAV-     979,265.0   (mgal)                       NAVD 88
 AW0500  OBS GRAVITY -     979,264.1   (mgal)                       GRAV_OBS
 AW0500
 AW0500  VERT ORDER  -  FIRST     CLASS I
 AW0500
 AW0500.The horizontal coordinates were scaled from a topographic map and have
 AW0500.an estimated accuracy of +/- 6 seconds.
 AW0500
 AW0500.The orthometric height was determined by differential leveling
 AW0500.and adjusted by the National Geodetic Survey in June 1991..
 AW0500
 AW0500.The geoid height was determined by GEOID03.
 AW0500
 AW0500.The dynamic height is computed by dividing the NAVD 88
 AW0500.geopotential number by the normal gravity value computed on the
 AW0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0500.degrees latitude (g = 980.6199 gals.).
 AW0500
 AW0500.The modeled gravity was interpolated from observed gravity values.
 AW0500.The observed gravity was obtained from relative gravimeter ties
 AW0500.to the IGSN71 gravity network.
 AW0500
 AW0500;                    North         East    Units  Estimated Accuracy
 AW0500;SPC TXSC     - 4,176,470.      979,590.      MT  (+/- 180 meters Scaled)
 AW0500
 AW0500                          SUPERSEDED SURVEY CONTROL
 AW0500
 AW0500  NGVD 29 (12/23/87)    7.901  (m)           25.92   (f) ADJUSTED    1 1
 AW0500
 AW0500.Superseded values are not recommended for survey control.
 AW0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0500.See file dsdata.txt to determine how the superseded data were derived.
 AW0500
 AW0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN972506(NAD 83)
 AW0500_MARKER: DR = REFERENCE MARK DISK
 AW0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0500_SP_SET: CONCRETE POST
 AW0500_STAMPING: ALTA LOMA NO 2 1931
 AW0500_MARK LOGO: CGS   
 AW0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0500+STABILITY: SURFACE MOTION
 AW0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0500+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AW0500
 AW0500  HISTORY     - Date     Condition        Report By
 AW0500  HISTORY     - 1931     MONUMENTED       CGS
 AW0500  HISTORY     - 1973     GOOD             NGS
 AW0500  HISTORY     - 1978     GOOD             NGS
 AW0500  HISTORY     - 1987     GOOD             USPSQD
 AW0500  HISTORY     - 1987     GOOD             USPSQD
 AW0500  HISTORY     - 1987     GOOD             USPSQD
 AW0500  HISTORY     - 1987     GOOD             USPSQD
 AW0500  HISTORY     - 1987     GOOD             USPSQD
 AW0500  HISTORY     - 1987     GOOD             USPSQD
 AW0500  HISTORY     - 1987     GOOD             NGS
 AW0500  HISTORY     - 1988     GOOD             USPSQD
 AW0500  HISTORY     - 1988     GOOD             USPSQD
 AW0500  HISTORY     - 1988     GOOD             USPSQD
 AW0500  HISTORY     - 1988     GOOD             USPSQD
 AW0500  HISTORY     - 1988     GOOD             USPSQD
 AW0500  HISTORY     - 1988     GOOD             USPSQD
 AW0500  HISTORY     - 1988     GOOD             USPSQD
 AW0500  HISTORY     - 1988     GOOD             USPSQD
 AW0500  HISTORY     - 1988     GOOD             USPSQD
 AW0500  HISTORY     - 1988     GOOD             USPSQD
 AW0500  HISTORY     - 1989     GOOD             USPSQD
 AW0500  HISTORY     - 1989     GOOD             USPSQD
 AW0500  HISTORY     - 1990     GOOD             USPSQD
 AW0500  HISTORY     - 19940326 GOOD             USPSQD
 AW0500  HISTORY     - 20040126 GOOD             USPSQD
 AW0500  HISTORY     - 20050202 GOOD             USPSQD
 AW0500  HISTORY     - 20060523 GOOD             USPSQD
 AW0500
 AW0500                          STATION DESCRIPTION
 AW0500
 AW0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0500'IN ALTA LOMA.
 AW0500'AT ALTA LOMA, ALONG AVENUE M, 0.25 MILE SOUTH OF THE CROSSING OF THE
 AW0500'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 21 FEET WEST OF THE CENTER LINE
 AW0500'OF THE AVENUE, 64.7 FEET SOUTHWEST OF THE STATION, 56.7 FEET EAST OF
 AW0500'THE SOUTHEAST CORNER OF A HOUSE AT 5202 AVENUE M, 19 1/2 FEET NORTH OF
 AW0500'A POWER POLE, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A
 AW0500'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW0500
 AW0500                          STATION RECOVERY (1978)
 AW0500
 AW0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1987)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1987)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1987)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1987)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1987)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1987)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1987)
 AW0500
 AW0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0500'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW0500'THAT THE TOWN ALTA LOMA IS NOW CALLED SANTA FE.
 AW0500
 AW0500                          STATION RECOVERY (1988)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1988)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1988)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1988)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1988)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1988)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAB)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1988)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1988)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1988)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1988)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1989)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1989)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1990)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (1994)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (2004)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (2005)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0500'RECOVERED IN GOOD CONDITION.
 AW0500
 AW0500                          STATION RECOVERY (2006)
 AW0500
 AW0500'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW0500'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0544 ***********************************************************************
 AJ0544  DESIGNATION -  ALTA RM 1
 AJ0544  PID         -  AJ0544
 AJ0544  STATE/COUNTY-  TX/JIM HOGG
 AJ0544  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0544
 AJ0544                         *CURRENT SURVEY CONTROL
 AJ0544  ___________________________________________________________________
 AJ0544* NAD 83(1986)-  27 05 54.     (N)    098 35 21.     (W)     SCALED    
 AJ0544* NAVD 88     -       142.145  (meters)     466.35   (feet)  ADJUSTED  
 AJ0544  ___________________________________________________________________
 AJ0544  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AJ0544  DYNAMIC HT  -         141.917 (meters)     465.61  (feet)  COMP
 AJ0544  MODELED GRAV-     979,035.8   (mgal)                       NAVD 88
 AJ0544
 AJ0544  VERT ORDER  -  SECOND    CLASS 0
 AJ0544
 AJ0544.The horizontal coordinates were scaled from a topographic map and have
 AJ0544.an estimated accuracy of +/- 6 seconds.
 AJ0544
 AJ0544.The orthometric height was determined by differential leveling
 AJ0544.and adjusted by the National Geodetic Survey in June 1991..
 AJ0544
 AJ0544.The geoid height was determined by GEOID03.
 AJ0544
 AJ0544.The dynamic height is computed by dividing the NAVD 88
 AJ0544.geopotential number by the normal gravity value computed on the
 AJ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0544.degrees latitude (g = 980.6199 gals.).
 AJ0544
 AJ0544.The modeled gravity was interpolated from observed gravity values.
 AJ0544
 AJ0544;                    North         East    Units  Estimated Accuracy
 AJ0544;SPC TX S     - 5,158,620.      291,160.      MT  (+/- 180 meters Scaled)
 AJ0544
 AJ0544                          SUPERSEDED SURVEY CONTROL
 AJ0544
 AJ0544  NGVD 29 (??/??/92)  142.174  (m)          466.45   (f) ADJ UNCH    2 0
 AJ0544
 AJ0544.Superseded values are not recommended for survey control.
 AJ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0544.See file dsdata.txt to determine how the superseded data were derived.
 AJ0544
 AJ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ407973(NAD 83)
 AJ0544_MARKER: DB = BENCH MARK DISK
 AJ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0544_STAMPING: ALTA NO 1 1935
 AJ0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0544+STABILITY: SURFACE MOTION
 AJ0544
 AJ0544  HISTORY     - Date     Condition        Report By
 AJ0544  HISTORY     - 1935     MONUMENTED       CGS
 AJ0544  HISTORY     - 1974     GOOD             USGS
 AJ0544
 AJ0544                          STATION DESCRIPTION
 AJ0544
 AJ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0544'1.2 MI S FROM HEBBRONVILLE.
 AJ0544'1.2 MILES SOUTH ALONG STATE HIGHWAY 285 FROM THE INTERSECTION WITH
 AJ0544'STATE HIGHWAY 59 AT HEBBRONVILLE, JIM HOGG COUNTY, THENCE 15.6 MILES
 AJ0544'SOUTHEAST ALONG THE AGUA NUEVA ROAD.  ON THE TOP OF A SMALL SAND HILL,
 AJ0544'0.1 MILE NORTHEAST OF A CATTLE GUARD ACROSS THE ROAD, 245 FEET EAST OF
 AJ0544'THE CENTER LINE OF THE ROAD, 20 FEET WEST OF A LONE MESQUITE BUSH, AND
 AJ0544'4 FEET HIGHER THAN THE ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED
 AJ0544'ALTA NO 1 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 AJ0544'ABOVE GROUND.
 AJ0544
 AJ0544                          STATION RECOVERY (1974)
 AJ0544
 AJ0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AJ0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0545 ***********************************************************************
 AJ0545  DESIGNATION -  ALTA RM 2
 AJ0545  PID         -  AJ0545
 AJ0545  STATE/COUNTY-  TX/JIM HOGG
 AJ0545  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ0545
 AJ0545                         *CURRENT SURVEY CONTROL
 AJ0545  ___________________________________________________________________
 AJ0545* NAD 83(1986)-  27 05 54.     (N)    098 35 21.     (W)     SCALED    
 AJ0545* NAVD 88     -       141.428  (meters)     464.00   (feet)  ADJUSTED  
 AJ0545  ___________________________________________________________________
 AJ0545  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AJ0545  DYNAMIC HT  -         141.200 (meters)     463.25  (feet)  COMP
 AJ0545  MODELED GRAV-     979,035.8   (mgal)                       NAVD 88
 AJ0545
 AJ0545  VERT ORDER  -  SECOND    CLASS 0
 AJ0545
 AJ0545.The horizontal coordinates were scaled from a topographic map and have
 AJ0545.an estimated accuracy of +/- 6 seconds.
 AJ0545
 AJ0545.The orthometric height was determined by differential leveling
 AJ0545.and adjusted by the National Geodetic Survey in June 1991..
 AJ0545
 AJ0545.The geoid height was determined by GEOID03.
 AJ0545
 AJ0545.The dynamic height is computed by dividing the NAVD 88
 AJ0545.geopotential number by the normal gravity value computed on the
 AJ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0545.degrees latitude (g = 980.6199 gals.).
 AJ0545
 AJ0545.The modeled gravity was interpolated from observed gravity values.
 AJ0545
 AJ0545;                    North         East    Units  Estimated Accuracy
 AJ0545;SPC TX S     - 5,158,620.      291,160.      MT  (+/- 180 meters Scaled)
 AJ0545
 AJ0545                          SUPERSEDED SURVEY CONTROL
 AJ0545
 AJ0545  NGVD 29 (??/??/92)  141.458  (m)          464.10   (f) ADJ UNCH    2 0
 AJ0545
 AJ0545.Superseded values are not recommended for survey control.
 AJ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0545.See file dsdata.txt to determine how the superseded data were derived.
 AJ0545
 AJ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ407973(NAD 83)
 AJ0545_MARKER: DR = REFERENCE MARK DISK
 AJ0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0545_STAMPING: ALTA NO 2 1935
 AJ0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0545+STABILITY: SURFACE MOTION
 AJ0545
 AJ0545  HISTORY     - Date     Condition        Report By
 AJ0545  HISTORY     - 1935     MONUMENTED       CGS
 AJ0545
 AJ0545                          STATION DESCRIPTION
 AJ0545
 AJ0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0545'1.2 MI S FROM HEBBRONVILLE.
 AJ0545'1.2 MILES SOUTH ALONG STATE HIGHWAY 285 FROM THE INTERSECTION WITH
 AJ0545'STATE HIGHWAY 59 AT HEBBRONVILLE, JIM HOGG COUNTY, THENCE 15.6 MILES
 AJ0545'SOUTHEAST ALONG THE AGUA NUEVA ROAD.  400 FEET NORTH OF A CATTLE GUARD
 AJ0545'ACROSS THE ROAD, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 AJ0545'EAST OF THE RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF A POLE, AND LEVEL
 AJ0545'WITH THE ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED ALTA NO 2 1935
 AJ0545'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FEET ABOVE
 AJ0545'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1308 ***********************************************************************
 AH1308  DESIGNATION -  ALTA VISTA WINDMILL
 AH1308  PID         -  AH1308
 AH1308  STATE/COUNTY-  TX/KLEBERG
 AH1308  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH1308
 AH1308                         *CURRENT SURVEY CONTROL
 AH1308  ___________________________________________________________________
 AH1308* NAD 83(1993)-  27 31 01.86519(N)    097 23 35.27718(W)     ADJUSTED  
 AH1308* NAVD 88     -                                                        
 AH1308  ___________________________________________________________________
 AH1308  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AH1308  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AH1308
 AH1308  HORZ ORDER  -  THIRD
 AH1308
 AH1308.The horizontal coordinates were established by classical geodetic methods
 AH1308.and adjusted by the National Geodetic Survey in February 1996..
 AH1308
 AH1308
 AH1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1308
 AH1308.The geoid height was determined by GEOID03.
 AH1308
 AH1308;                    North         East     Units Scale Factor Converg.
 AH1308;SPC TX S     - 5,205,504.191   409,346.461   MT  0.99993521   +0 30 09.1
 AH1308;SPC TX S     -17,078,391.67  1,342,997.51   sFT  0.99993521   +0 30 09.1
 AH1308;UTM  14      - 3,044,748.672   658,701.848   MT  0.99991090   +0 44 33.2
 AH1308
 AH1308                          SUPERSEDED SURVEY CONTROL
 AH1308
 AH1308  NAD 83(1986)-  27 31 01.87759(N)    097 23 35.25265(W) AD(       ) 4
 AH1308  NAD 27      -  27 31 00.74100(N)    097 23 34.27800(W) AD(       ) 3
 AH1308
 AH1308.Superseded values are not recommended for survey control.
 AH1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1308.See file dsdata.txt to determine how the superseded data were derived.
 AH1308
 AH1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5870244749(NAD 83)
 AH1308_MARKER: 66 = WINDMILL
 AH1308
 AH1308  HISTORY     - Date     Condition        Report By
 AH1308  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1308
 AH1308                          STATION DESCRIPTION
 AH1308
 AH1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1308'LOCATED ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT
 AH1308'14.5 MILES SOUTH OF THE NAVAL AIR STATION, CORPUS CHRISTI.
 AH1308'
 AH1308'TO REACH FROM THE SOUTH GATE OF THE NAVAL AIR STATION, PROCEED
 AH1308'0.6 MILE SW ON S.H. 358 TO WALDRON FIELD ROAD, SW 4.4 MILES
 AH1308'TO THE NORTH GATE OF THE KING RANCH, S 3.3 MILES ON THE
 AH1308'MAIN ROAD TO CHAPMAN RANCH ROAD TO THE W.  W 2.5 MILES TO A
 AH1308'SHELL ROAD TO THE SOUTH, S 2.5 MILES TO A TRAIL TO THE W,
 AH1308'FOLLOW TRAIL W, BEARING S AND PASSING COYOTES WINDMILL, 4.9
 AH1308'MILES TO A TRAIL TO THE E AT A SHADE RACK, E 0.3 MILES TO
 AH1308'THE STATION SITE.
 AH1308'
 AH1308'STATION IS A STEEL WINDMILL 30 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2665 ***********************************************************************
 AX2665  DESIGNATION -  ALTAIR
 AX2665  PID         -  AX2665
 AX2665  STATE/COUNTY-  TX/COLORADO
 AX2665  USGS QUAD   -  ALTAIR (1981)
 AX2665
 AX2665                         *CURRENT SURVEY CONTROL
 AX2665  ___________________________________________________________________
 AX2665* NAD 83(1993)-  29 34 09.65122(N)    096 28 02.63326(W)     ADJUSTED  
 AX2665* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 AX2665  ___________________________________________________________________
 AX2665  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AX2665  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX2665
 AX2665  HORZ ORDER  -  THIRD
 AX2665
 AX2665.The horizontal coordinates were established by classical geodetic methods
 AX2665.and adjusted by the National Geodetic Survey in February 1996..
 AX2665
 AX2665.The orthometric height was scaled from a topographic map.
 AX2665
 AX2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2665
 AX2665.The geoid height was determined by GEOID03.
 AX2665
 AX2665;                    North         East     Units Scale Factor Converg.
 AX2665;SPC TXSC     - 4,195,053.413   845,358.812   MT  0.99987158   +1 14 26.7
 AX2665;SPC TXSC     -13,763,271.07  2,773,481.37   sFT  0.99987158   +1 14 26.7
 AX2665;UTM  14      - 3,273,744.149   745,352.623   MT  1.00034283   +1 15 01.5
 AX2665
 AX2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2665!SPC TXSC     -   0.99999453  x   0.99987158  =   0.99986611
 AX2665!UTM  14      -   0.99999453  x   1.00034283  =   1.00033736
 AX2665
 AX2665|---------------------------------------------------------------------|
 AX2665| PID    Reference Object                     Distance      Geod. Az  |
 AX2665|                                                           dddmmss.s |
 AX2665| CV5942 ALTAIR RM 1                          21.742 METERS 00239     |
 AX2665| CV5943 ALTAIR RM 2                          24.390 METERS 26100     |
 AX2665| CV5941 ALTAIR AZ MK                                       2631101.3 |
 AX2665|---------------------------------------------------------------------|
 AX2665
 AX2665                          SUPERSEDED SURVEY CONTROL
 AX2665
 AX2665  NAD 83(1986)-  29 34 09.66550(N)    096 28 02.61902(W) AD(       ) 3
 AX2665  NAD 27      -  29 34 08.80554(N)    096 28 01.72916(W) AD(       ) 3
 AX2665
 AX2665.Superseded values are not recommended for survey control.
 AX2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2665.See file dsdata.txt to determine how the superseded data were derived.
 AX2665
 AX2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4535373744(NAD 83)
 AX2665_MARKER: DS = TRIANGULATION STATION DISK
 AX2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2665
 AX2665  HISTORY     - Date     Condition        Report By
 AX2665  HISTORY     - 1954     MONUMENTED       CGS
 AX2665  HISTORY     - 1963     GOOD             CGS
 AX2665
 AX2665                          STATION DESCRIPTION
 AX2665
 AX2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2665'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTH-NORTHWEST OF GARWOOD,
 AX2665'8 MILES WEST OF EAGLE LAKE, 1/2 MILE WEST OF ALTAIR AND ON STATE
 AX2665'HIGHWAY PROPERTY, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF U.
 AX2665'S.  HIGHWAY 90A AND STATE HIGHWAY 71.
 AX2665'
 AX2665'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 90A AND STATE
 AX2665'HIGHWAY 71, WHICH IS ABOUT 30 MILES NORTH-NORTHWEST OF EL CAMPO, GO
 AX2665'NORTHWEST ACROSS COUNTRY FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 AX2665'
 AX2665'THE STATION MARK, STAMPED ALTAIR 1954, IS A STANDARD DISK SET IN A
 AX2665'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 282.5 FEET NORTH
 AX2665'OF THE CENTER LINE OF U. S. HIGHWAY 90A, 235 FEET WEST OF THE
 AX2665'CENTERLINE OF STATE HIGHWAY 71, 101 FEET SOUTH OF THE SOUTH RAIL
 AX2665'OF THE RAILROAD AND 3-1/2 FEET SOUTHWEST OF A WHITE WITNESS POST.
 AX2665'
 AX2665'REFERENCE MARK NO. 1, STAMPED ALTAIR NO 1 1954, IS A STANDARD DISK
 AX2665'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND IT IS 30.6
 AX2665'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD.
 AX2665'
 AX2665'REFERENCE MARK NO. 2, STAMPED ALTAIR NO 2 1954, IS A STANDARD DISK
 AX2665'SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES AND IT IS 3 FEET
 AX2665'EAST OF A WHITE WITNESS POST.
 AX2665'
 AX2665'THE AZIMUTH MARK, STAMPED ALTAIR 1954, IS A STANDARD DISK SET IN A
 AX2665'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 76.5 FEET NORTH
 AX2665'OF THE CENTER LINE OF U. S. HIGHWAY 90A, 61 FEET NORTHEAST OF A
 AX2665'RAILROAD PROPERTY LINE MARKER, 31.3 FEET SOUTH OF THE SOUTH RAIL
 AX2665'OF THE RAILROAD, 2 FEET EAST OF A TELEPHONE POLE AND 2 FEET
 AX2665'NORTHEAST OF A WHITE WITNESS POST.
 AX2665'
 AX2665'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U. S. HIGHWAY 90A AND
 AX2665'STATE HIGHWAY 71, GO WEST ON U. S. HIGHWAY 90A FOR 0.5 MILE TO THE
 AX2665'ENTRANCE TO THE SKULL CREEK RANCH ON THE LEFT.  CONTINUE WEST ON
 AX2665'THE HIGHWAY FOR 300 FEET TO THE MARK ON THE RIGHT, 76.5 FEET NORTH
 AX2665'OF THE ROAD.
 AX2665'
 AX2665'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AX2665
 AX2665                          STATION RECOVERY (1963)
 AX2665
 AX2665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2665'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN GOOD
 AX2665'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDINGS TO STATION SITE
 AX2665'ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2664 ***********************************************************************
 AX2664  DESIGNATION -  ALTAIR DRYER INC LIGHT
 AX2664  PID         -  AX2664
 AX2664  STATE/COUNTY-  TX/COLORADO
 AX2664  USGS QUAD   -  ALTAIR (1981)
 AX2664
 AX2664                         *CURRENT SURVEY CONTROL
 AX2664  ___________________________________________________________________
 AX2664* NAD 83(1993)-  29 34 15.67239(N)    096 27 16.04293(W)     ADJUSTED  
 AX2664* NAVD 88     -                                                        
 AX2664  ___________________________________________________________________
 AX2664  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AX2664  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX2664
 AX2664  HORZ ORDER  -  THIRD
 AX2664
 AX2664.The horizontal coordinates were established by classical geodetic methods
 AX2664.and adjusted by the National Geodetic Survey in February 1996..
 AX2664
 AX2664
 AX2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2664
 AX2664.The geoid height was determined by GEOID03.
 AX2664
 AX2664;                    North         East     Units Scale Factor Converg.
 AX2664;SPC TXSC     - 4,195,265.960   846,608.379   MT  0.99987170   +1 14 49.5
 AX2664;SPC TXSC     -13,763,968.40  2,777,580.99   sFT  0.99987170   +1 14 49.5
 AX2664;UTM  14      - 3,273,957.008   746,602.748   MT  1.00035042   +1 15 24.7
 AX2664
 AX2664                          SUPERSEDED SURVEY CONTROL
 AX2664
 AX2664  NAD 83(1986)-  29 34 15.68667(N)    096 27 16.02870(W) AD(       ) 4
 AX2664  NAD 27      -  29 34 14.82679(N)    096 27 15.13982(W) AD(       ) 3
 AX2664
 AX2664.Superseded values are not recommended for survey control.
 AX2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2664.See file dsdata.txt to determine how the superseded data were derived.
 AX2664
 AX2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4660373957(NAD 83)
 AX2664
 AX2664  HISTORY     - Date     Condition        Report By
 AX2664  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2664
 AX2664                          STATION DESCRIPTION
 AX2664
 AX2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2664'THE STATION IS A LIGHT ATOP A CORRUGATED METAL BUILDING BELONGING TO
 AX2664'THE ALTAIR DRYER INC. THAT IS LOCATED IN ALTAIR 0.65 MILE EAST OF
 AX2664'THE JUNCTION OF U.S. HIGHWAY 90A AND STATE HIGHWAY 71, NORTH OF
 AX2664'HIGHWAY 90A AND SOUTH OF THE RAILROAD TRACKS.  THE LIGHT IS
 AX2664'APPROXIMATELY 80 FEET ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0689 ***********************************************************************
 AO0689  DESIGNATION -  ALTITA
 AO0689  PID         -  AO0689
 AO0689  STATE/COUNTY-  TX/LA SALLE
 AO0689  USGS QUAD   -  COTULLA (1974)
 AO0689
 AO0689                         *CURRENT SURVEY CONTROL
 AO0689  ___________________________________________________________________
 AO0689* NAD 83(1993)-  28 27 40.81065(N)    099 09 30.20294(W)     ADJUSTED  
 AO0689* NAVD 88     -       172.6    (meters)     566.     (feet)  VERTCON   
 AO0689  ___________________________________________________________________
 AO0689  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AO0689  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AO0689
 AO0689  HORZ ORDER  -  FIRST
 AO0689
 AO0689.The horizontal coordinates were established by classical geodetic methods
 AO0689.and adjusted by the National Geodetic Survey in February 1996..
 AO0689
 AO0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0689
 AO0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0689
 AO0689.The geoid height was determined by GEOID03.
 AO0689
 AO0689;                    North         East     Units Scale Factor Converg.
 AO0689;SPC TXSC     - 4,069,612.585   584,487.685   MT  0.99997852   -0 04 39.3
 AO0689;SPC TXSC     -13,351,720.62  1,917,606.68   sFT  0.99997852   -0 04 39.3
 AO0689;UTM  14      - 3,148,318.891   484,493.542   MT  0.99960297   -0 04 31.7
 AO0689
 AO0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0689!SPC TXSC     -   0.99997680  x   0.99997852  =   0.99995532
 AO0689!UTM  14      -   0.99997680  x   0.99960297  =   0.99957978
 AO0689
 AO0689|---------------------------------------------------------------------|
 AO0689| PID    Reference Object                     Distance      Geod. Az  |
 AO0689|                                                           dddmmss.s |
 AO0689| CV3635 ALTITA RM 1                           8.168 METERS 05112     |
 AO0689| CV3636 ALTITA RM 2                           7.996 METERS 22209     |
 AO0689| CV3634 ALTITA AZ MK                                       2273346.9 |
 AO0689|---------------------------------------------------------------------|
 AO0689
 AO0689                          SUPERSEDED SURVEY CONTROL
 AO0689
 AO0689  NAD 83(1986)-  28 27 40.80863(N)    099 09 30.17990(W) AD(       ) 1
 AO0689  NAD 27      -  28 27 39.85060(N)    099 09 29.07684(W) AD(       ) 1
 AO0689  NGVD 29 (07/19/86)  172.5    (m)          566.     (f) VERT ANG       
 AO0689
 AO0689.Superseded values are not recommended for survey control.
 AO0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0689.See file dsdata.txt to determine how the superseded data were derived.
 AO0689
 AO0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8449448319(NAD 83)
 AO0689_MARKER: DS = TRIANGULATION STATION DISK
 AO0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0689_STAMPING: ALTITA 1971
 AO0689_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0689+STABILITY: SURFACE MOTION
 AO0689
 AO0689  HISTORY     - Date     Condition        Report By
 AO0689  HISTORY     - 1971     MONUMENTED       NGS
 AO0689  HISTORY     - 19911025 GOOD             NGS
 AO0689  HISTORY     - 19970816 GOOD             USPSQD
 AO0689
 AO0689                          STATION DESCRIPTION
 AO0689
 AO0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0689'THE STATION IS ABOUT 14-1/2 MILES SOUTH OF DILLEY, 1-1/2 MILES NORTH
 AO0689'AND 4-1/2 MILES EAST OF COTULLA AND ON THE SOUTHEAST SIDE OF STATE
 AO0689'HIGHWAY 97 ON THE RIGHT-OF-WAY.
 AO0689'
 AO0689'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 AO0689'HIGHWAY 81 AND STATE HIGHWAY 97 IN COTULLA, GO EAST AND NORTHEAST ON
 AO0689'HIGHWAY 97 FOR 4.3 MILES TO A GATE ON LEFT AND THE AZIMUTH MARK.
 AO0689'CONTINUE NORTHEAST ON HIGHWAY 97 FOR 0.9 MILE TO THE TOP OF HILL
 AO0689'AND STATION ON THE RIGHT.
 AO0689'
 AO0689'STATION MARKS ARE STANDARD DISKS STAMPED ALTITA 1971.  THE SURFACE
 AO0689'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0689'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48.4 FEET SOUTHEAST OF
 AO0689'THE CENTER LINE OF HIGHWAY 97, 15.5 FEET SOUTHWEST OF A POWER LINE
 AO0689'POLE, 2.7 FEET NORTHWEST OF THE METAL WITNESS POST AND A
 AO0689'BARBED-WIRE FENCE.
 AO0689'
 AO0689'REFERENCE MARK 1, A STANDARD DISK STAMPED ALTITA NO 1 1971, IS SET IN
 AO0689'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 AO0689'WITH THE GROUND SURFACE.  IT IS 50.7 FEET SOUTHEAST OF THE CENTER
 AO0689'LINE OF THE HIGHWAY, 26.6 FEET NORTHEAST OF THE WITNESS POST, 8
 AO0689'FEET NORTHEAST OF THE POWER LINE POLE AND 1 FOOT NORTHWEST OF THE
 AO0689'FENCE.  IT IS APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 AO0689'
 AO0689'REFERENCE MARK 2, A STANDARD DISK STAMPED ALTITA NO 2 1971, IS SET IN
 AO0689'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH
 AO0689'WITH THE GROUND SURFACE.  IT IS 50.2 FEET SOUTHEAST OF THE CENTER
 AO0689'LINE OF THE HIGHWAY, 26.3 FEET SOUTHWEST OF THE WITNESS POST, 1
 AO0689'FOOT NORTHWEST OF THE FENCE AND APPROXIMATELY THE SAME ELEVATION AS
 AO0689'THE STATION.
 AO0689'
 AO0689'AZIMUTH MARK, A STANDARD DISK STAMPED ALTITA 1971, IS SET IN THE TOP
 AO0689'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 AO0689'ABOVE THE GROUND SURFACE.  IT IS 119 FEET NORTHEAST OF THE CENTER
 AO0689'OF A GATE, 49 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 97, 1.5
 AO0689'FEET NORTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTHEAST OF A
 AO0689'BARBED-WIRE FENCE.
 AO0689'
 AO0689'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 AO0689
 AO0689                          STATION RECOVERY (1991)
 AO0689
 AO0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (GM)
 AO0689'PRINTED DIRECTIONS ARE CORRECT.
 AO0689
 AO0689                          STATION RECOVERY (1997)
 AO0689
 AO0689'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1663 ***********************************************************************
 AB1663  DESIGNATION -  ALTO
 AB1663  PID         -  AB1663
 AB1663  STATE/COUNTY-  TX/HIDALGO
 AB1663  USGS QUAD   -  LASARA (1970)
 AB1663
 AB1663                         *CURRENT SURVEY CONTROL
 AB1663  ___________________________________________________________________
 AB1663* NAD 83(1993)-  26 22 40.88972(N)    097 58 07.02897(W)     ADJUSTED  
 AB1663* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 AB1663  ___________________________________________________________________
 AB1663  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AB1663  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AB1663
 AB1663  HORZ ORDER  -  SECOND
 AB1663
 AB1663.The horizontal coordinates were established by classical geodetic methods
 AB1663.and adjusted by the National Geodetic Survey in February 1996..
 AB1663
 AB1663.The orthometric height was scaled from a topographic map.
 AB1663
 AB1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1663
 AB1663.The geoid height was determined by GEOID03.
 AB1663
 AB1663;                    North         East     Units Scale Factor Converg.
 AB1663;SPC TX S     - 5,078,925.451   353,026.587   MT  0.99995349   +0 14 28.5
 AB1663;SPC TX S     -16,663,107.92  1,158,221.39   sFT  0.99995349   +0 14 28.5
 AB1663;UTM  14      - 2,917,960.273   602,888.983   MT  0.99973070   +0 27 29.8
 AB1663
 AB1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1663!SPC TX S     -   1.00000044  x   0.99995349  =   0.99995393
 AB1663!UTM  14      -   1.00000044  x   0.99973070  =   0.99973114
 AB1663
 AB1663:                Primary Azimuth Mark                     Grid Az
 AB1663:SPC TX S     -  ALTO AZ MK                               012 51 36.1
 AB1663:UTM  14      -  ALTO AZ MK                               012 38 34.8
 AB1663
 AB1663|---------------------------------------------------------------------|
 AB1663| PID    Reference Object                     Distance      Geod. Az  |
 AB1663|                                                           dddmmss.s |
 AB1663| CV2449 ALTO AZ MK                                         0130604.6 |
 AB1663| CV2450 ALTO RM 1                            25.770 METERS 01444     |
 AB1663| AB1657 EDCOUCH MUNICIPAL TANK              APPROX. 9.0 KM 1765334.8 |
 AB1663| CV2451 ALTO RM 2                            23.701 METERS 27259     |
 AB1663| AB1662 MONTE ALTO MUNICIPAL TANK           483.132 METERS 2760217.2 |
 AB1663|---------------------------------------------------------------------|
 AB1663
 AB1663                          SUPERSEDED SURVEY CONTROL
 AB1663
 AB1663  NAD 83(1986)-  26 22 40.89743(N)    097 58 06.99334(W) AD(       ) 2
 AB1663  NAD 27      -  26 22 39.64696(N)    097 58 05.98337(W) AD(       ) 2
 AB1663
 AB1663.Superseded values are not recommended for survey control.
 AB1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1663.See file dsdata.txt to determine how the superseded data were derived.
 AB1663
 AB1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ0288917960(NAD 83)
 AB1663_MARKER: DS = TRIANGULATION STATION DISK
 AB1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1663
 AB1663  HISTORY     - Date     Condition        Report By
 AB1663  HISTORY     - 1947     MONUMENTED       CGS
 AB1663  HISTORY     - 1949     GOOD             TXHD
 AB1663
 AB1663                          STATION DESCRIPTION
 AB1663
 AB1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1663'STATION IS LOCATED 6.2 MILE NORTH OF FARM HIGHWAY 88 FROM THE
 AB1663'INTERSECTION OF STATE HIGHWAY 107 AND FARM HIGHWAY 88 IN ELSA
 AB1663'AND 0.5 MILE NORTH FROM THE RAILROAD CROSSING IN MONTE ALTO
 AB1663'ON THE PROPERTY OF THE RIO FARMS INC, IN THE SOUTHEAST CORNER OF
 AB1663'THE PARKING LOT SOUTHEAST OF THE MAIN OFFICE BUILDING.  IT IS
 AB1663'53 FEET NORTH OF THE NORTHEAST CORNER OF CAR GARAGE AND 14 FEET
 AB1663'WEST OF A GUARD RAIL.  THE MARK IS FLUSH AND THE DISK IS
 AB1663'STAMPED ALTO 1947.
 AB1663'
 AB1663'REFERENCE MARK NO. 1 IS 84.55 FEET NORTH OF THE STATION.  IT
 AB1663'IS 1.5 FEET WEST OF RAIL AND 130 FEET SOUTH OF THE SOUTHEAST
 AB1663'CORNER OF MAIN OFFICE.  THE MARK IS FLUSH AND THE DISK IS
 AB1663'STAMPED ALTO NO 1 1947.
 AB1663'
 AB1663'REFERENCE MARK NO. 2 IS 77.76 FEET WEST OF THE STATION.  IT IS
 AB1663'70 FEET EAST OF A NORTH-SOUTH DIRT ROAD AND 49 FEET NORTHWEST
 AB1663'OF THE NORTHWEST CORNER OF CAR GARAGE.  THE MARK IS FLUSH AND
 AB1663'THE DISK IS STAMPED ALTO NO 2 1947.
 AB1663'
 AB1663'AZIMUTH MARK 0.55 MILE NORTH OF THE STATION IN THE SOUTHWEST
 AB1663'CORNER OF A DIRT ROAD INTERSECTION WITH HIGHWAY 88.  IT IS 2
 AB1663'FEET SOUTH OF A WHITE WITNESS POST, 2.5 FEET EAST OF A TELEPHONE
 AB1663'POLE, 48 FEET WEST OF THE CENTERLINE OF FARM HIGHWAY 88 AND 36
 AB1663'FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD.  THE MARK IS FLUSH
 AB1663'AND THE DISK IS STAMPED ALTO 1947.
 AB1663
 AB1663                          STATION RECOVERY (1949)
 AB1663
 AB1663'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AB1663'GENERALLY GOOD.  STATION IS 210 FT S 89-1/2 DEG W (MAG.) FROM
 AB1663'CENTERLINE FM 88 AT A POINT 0.465 MI. S. OF COUNTY CROSS ROAD
 AB1663'AND 0.468 MI. N. OF RR XING, IN MONTE ALTO.  AZ. MKR. IS 0.460
 AB1663'MI. N. OF STATION ALONG CENTERLINE FM 88 AND 46 FT W OF. ...
 AB1663'
 AB1663'STATION, R.M. 1 AND AZ. MK. RECOVERED IN GOOD CONDTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2715 ***********************************************************************
 BY2715  DESIGNATION -  ALTO
 BY2715  PID         -  BY2715
 BY2715  STATE/COUNTY-  TX/CHEROKEE
 BY2715  USGS QUAD   -  FOREST (1973)
 BY2715
 BY2715                         *CURRENT SURVEY CONTROL
 BY2715  ___________________________________________________________________
 BY2715* NAD 83(1993)-  31 36 54.23416(N)    095 01 20.05816(W)     ADJUSTED  
 BY2715* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 BY2715  ___________________________________________________________________
 BY2715  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BY2715  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BY2715
 BY2715  HORZ ORDER  -  SECOND
 BY2715
 BY2715.The horizontal coordinates were established by classical geodetic methods
 BY2715.and adjusted by the National Geodetic Survey in February 1996..
 BY2715
 BY2715.The orthometric height was scaled from a topographic map.
 BY2715
 BY2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2715
 BY2715.The geoid height was determined by GEOID03.
 BY2715
 BY2715;                    North         East     Units Scale Factor Converg.
 BY2715;SPC TX C     - 3,228,022.222 1,203,725.215   MT  0.99993894   +2 44 07.9
 BY2715;SPC TX C     -10,590,602.91  3,949,221.81   sFT  0.99993894   +2 44 07.9
 BY2715;UTM  15      - 3,499,544.846   308,177.004   MT  1.00005384   -1 03 37.4
 BY2715
 BY2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2715!SPC TX C     -   0.99998240  x   0.99993894  =   0.99992134
 BY2715!UTM  15      -   0.99998240  x   1.00005384  =   1.00003624
 BY2715
 BY2715|---------------------------------------------------------------------|
 BY2715| PID    Reference Object                     Distance      Geod. Az  |
 BY2715|                                                           dddmmss.s |
 BY2715| BY2716 BM CL 19                             28.108 METERS 00624     |
 BY2715| CV8001 ALTO RM 2                            20.726 METERS 23749     |
 BY2715| CV8000 ALTO AZ MK                                         2542050.9 |
 BY2715| BY2713 ALTO MUNICIPAL TANK                 APPROX. 6.5 KM 3092638.9 |
 BY2715|---------------------------------------------------------------------|
 BY2715
 BY2715                          SUPERSEDED SURVEY CONTROL
 BY2715
 BY2715  NAD 83(1986)-  31 36 54.24492(N)    095 01 20.04427(W) AD(       ) 2
 BY2715  NAD 27      -  31 36 53.60100(N)    095 01 19.26700(W) AD(       ) 2
 BY2715
 BY2715.Superseded values are not recommended for survey control.
 BY2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2715.See file dsdata.txt to determine how the superseded data were derived.
 BY2715
 BY2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ0817799545(NAD 83)
 BY2715_MARKER: DS = TRIANGULATION STATION DISK
 BY2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2715_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BY2715
 BY2715  HISTORY     - Date     Condition        Report By
 BY2715  HISTORY     - 1948     MONUMENTED       CGS
 BY2715  HISTORY     - 1975     GOOD             TXHD
 BY2715  HISTORY     - 19910420 GOOD             USPSQD
 BY2715  HISTORY     - 19960420 POOR             USPSQD
 BY2715
 BY2715                          STATION DESCRIPTION
 BY2715
 BY2715'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2715'THE STATION IS LOCATED ABOUT 3.0 MILES AIRLINE SOUTHEAST OF
 BY2715'ALTO AND 1.0 MILE EAST OF U.S. HIGHWAY 69 NEAR THE ALTO
 BY2715'LOOKOUT TOWER NO 10 OF THE TEXAS STATE FOREST SERVICE.
 BY2715'IT IS 92 FEET SOUTH OF THE CENTER OF THE LOOKOUT TOWER,
 BY2715'24 FEET EAST OF THE CENTER OF THE DRIVEWAY AROUND THE LOOKOUT
 BY2715'TOWER, 18 FEET SOUTH OF DRIVEWAY AROUND TOWER AND 38 FEET
 BY2715'SOUTH OF GATE IN HEDGE ROW AROUND LOOKOUT TOWER.  IT IS STAMPED
 BY2715'ALTO 1948 AND PROJECTS 4 INCHES.
 BY2715'
 BY2715'REFERENCE MARK NO 1 IS THE U.S.G.S. BENCH MARK CL 19.  IT IS
 BY2715'NORTH OF THE STATION UNDER THE CENTER OF THE LOOKOUT TOWER.
 BY2715'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 BY2715'A 10 INCH CIRCULAR CONCRETE POST PROJECTING 3 INCHES.  IT
 BY2715'IS STAMPED CL 19 1934 AND SET FLUSH WITH THE CONCRETE SURFACE.
 BY2715'
 BY2715'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 25 FEET WEST OF
 BY2715'THE CENTER OF THE DRIVEWAY TO THE LOOKOUT TOWER.  IT IS STAMPED
 BY2715'ALTO NO 2 1948 AND PROJECTS 3 INCHES.
 BY2715'
 BY2715'THE AZIMUTH MARK IS ABOUT 1.0 MILE WSW OF THE STATION, 45
 BY2715'FEET WEST OF THE CENTER OF U.S. HIGHWAY NO 69, 35 FEET SOUTH
 BY2715'OF THE CENTER OF DRIVEWAY INTO RANCH YARD, 3 FEET SOUTH OF
 BY2715'TELEPHONE POLE AND 3 FEET EAST OF FENCE LINE.  IT IS STAMPED
 BY2715'ALTO 1948 AND PROJECTS 4 INCHES.
 BY2715'
 BY2715'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN ALTO, GO SOUTH
 BY2715'ON U.S. HIGHWAY 69 FOR 3.4 MILES TO THE AZIMUTH MARK ON THE WEST
 BY2715'SIDE AS DESCRIBED, CONTINUE SOUTH ON NO 69 FOR 0.3 MILE TO
 BY2715'SIDE ROAD LEFT JUST AFTER CROSSING CONCRETE BRIDGE, TURN
 BY2715'LEFT AND GO EAST AND NORTH FOR 1.1 MILES TO CATTLE GUARD, CROSS
 BY2715'CATTLE GUARD AND CONTINUE NORTH FOR 0.2 MILE TO THE LOOKOUT
 BY2715'TOWER AND STATION JUST SOUTH.
 BY2715'
 BY2715'A 74 FOOT SIGNAL AT STATION WELLS IS VISIBLE AT 77 FEET
 BY2715'
 BY2715'A 100 FOOT SIGNAL AT STATION RATCLIFF IS VISIBLE AT 64 FEET
 BY2715'
 BY2715'A 74 FOOT SIGNAL AT STATION WECHES 1942 IS VISIBLE AT 64 FEET
 BY2715'
 BY2715'A 100 FOOT SIGNAL AT STATION CROCKETT 1942 IS VISIBLE AT
 BY2715'64 FEET.
 BY2715'
 BY2715'A 47 FOOT SIGNAL AT STATION CARTER IS VISIBLE AT 64 FEET
 BY2715'
 BY2715'A 113 FOOT SIGNAL AT STATION CUSHING IS VISIBLE AT 77 FEET
 BY2715'
 BY2715'A 4 FOOT SIGNAL AT STATION REDLAWN IS VISIBLE AT 64 FEET
 BY2715'
 BY2715'A 74 FOOT SIGNAL AT STATION LILBERT IS VISIBLE AT 50 FEET
 BY2715'
 BY2715'AN 87 FOOT SIGNAL AT STATION LEGGS IS VISIBLE AT 64 FEET
 BY2715'
 BY2715'A 74 FOOT SIGNAL AT STATION BOZELL IS VISIBLE AT 64 FEET
 BY2715'
 BY2715'AN 87 FOOT SIGNAL AT STATION CENTRAL IS VISIBLE AT 64 FEET.
 BY2715'
 BY2715'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BY2715
 BY2715                          STATION RECOVERY (1975)
 BY2715
 BY2715'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (CLJ)
 BY2715'ALTO 1948 RECOVERED GOOD.
 BY2715'
 BY2715'USGS BM CL19 AND RM NO. 2 RECOVERED GOOD.
 BY2715'
 BY2715'AZIMUTH MARK NOT SEARCHED FOR.
 BY2715'
 BY2715'DESCRIPTION FOR LOCATING STATION IS ADEQUATE.  BECAUSE OF GROWTH OF
 BY2715'PINE TIMBER.
 BY2715'
 BY2715'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES S.E. OF ALTO.
 BY2715
 BY2715                          STATION RECOVERY (1991)
 BY2715
 BY2715'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 BY2715'RECOVERED IN GOOD CONDITION.
 BY2715
 BY2715                          STATION RECOVERY (1996)
 BY2715
 BY2715'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2715'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2713 ***********************************************************************
 BY2713  DESIGNATION -  ALTO MUNICIPAL TANK
 BY2713  PID         -  BY2713
 BY2713  STATE/COUNTY-  TX/CHEROKEE
 BY2713  USGS QUAD   -  ALTO (1973)
 BY2713
 BY2713                         *CURRENT SURVEY CONTROL
 BY2713  ___________________________________________________________________
 BY2713* NAD 83(1993)-  31 39 07.90853(N)    095 04 30.06106(W)     ADJUSTED  
 BY2713* NAVD 88     -                                                        
 BY2713  ___________________________________________________________________
 BY2713  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BY2713  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY2713
 BY2713  HORZ ORDER  -  THIRD
 BY2713
 BY2713.The horizontal coordinates were established by classical geodetic methods
 BY2713.and adjusted by the National Geodetic Survey in February 1996..
 BY2713
 BY2713
 BY2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2713
 BY2713.The geoid height was determined by GEOID03.
 BY2713
 BY2713;                    North         East     Units Scale Factor Converg.
 BY2713;SPC TX C     - 3,231,896.766 1,198,528.700   MT  0.99994608   +2 42 30.0
 BY2713;SPC TX C     -10,603,314.64  3,932,172.91   sFT  0.99994608   +2 42 30.0
 BY2713;UTM  15      - 3,503,755.504   303,247.848   MT  1.00007747   -1 05 21.3
 BY2713
 BY2713                          SUPERSEDED SURVEY CONTROL
 BY2713
 BY2713  NAD 83(1986)-  31 39 07.91909(N)    095 04 30.04706(W) AD(       ) 4
 BY2713  NAD 27      -  31 39 07.27800(N)    095 04 29.25600(W) AD(       ) 3
 BY2713
 BY2713.Superseded values are not recommended for survey control.
 BY2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2713.See file dsdata.txt to determine how the superseded data were derived.
 BY2713
 BY2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR0324803756(NAD 83)
 BY2713_MARKER: 53 = ELEVATED TANK
 BY2713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2713+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 BY2713
 BY2713  HISTORY     - Date     Condition        Report By
 BY2713  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2713  HISTORY     - 1948     GOOD             CGS
 BY2713  HISTORY     - 19960420 GOOD             USPSQD
 BY2713  HISTORY     - 20040815 GOOD             USPSQD
 BY2713
 BY2713                          STATION DESCRIPTION
 BY2713
 BY2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2713'STATION IS LOCATED IN THE NORTHWEST PART OF ALTO, TWO BLOCKS
 BY2713'NORTH OF STATE HIGHWAY 21 AND ONE BLOCK WEST OF U.S. HIGHWAY 69.
 BY2713'
 BY2713'IT IS A STANDARD TYPE STEEL WATER TANK MOUNTED ON A FOUR-LEG
 BY2713'TRUSSWORK SUPPORTING TOWER.  THE TANK AND TOWER ARE PAINTED
 BY2713'WHITE AND THE TOTAL HEIGHT IS ABOUT 90 FEET.
 BY2713'
 BY2713'THE POINT LOCATED WAS A ROUND BALL AT THE PEAK OF THE CONICAL
 BY2713'ROOF OF THE TANK.
 BY2713
 BY2713                          STATION RECOVERY (1948)
 BY2713
 BY2713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2713'THE STATION IS LOCATED TWO BLOCKS NORTH OF THE BUSINESS DISTRICT
 BY2713'OF ALTO, ONE BLOCK WEST OF U.S. HIGHWAY NO. 69, AND 60 FEET
 BY2713'WEST OF THE CENTER OF A GRADED STREET.
 BY2713'
 BY2713'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL
 BY2713'ROOF WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR
 BY2713'LEGGED STEEL TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT 110 FEET.
 BY2713'
 BY2713'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 BY2713
 BY2713                          STATION RECOVERY (1996)
 BY2713
 BY2713'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2713'RECOVERED IN GOOD CONDITION.
 BY2713
 BY2713                          STATION RECOVERY (2004)
 BY2713
 BY2713'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 BY2713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3052 ***********************************************************************
 CS3052  DESIGNATION -  ALVARADO METH CHURCH STEEPLE
 CS3052  PID         -  CS3052
 CS3052  STATE/COUNTY-  TX/JOHNSON
 CS3052  USGS QUAD   -  ALVARADO (1978)
 CS3052
 CS3052                         *CURRENT SURVEY CONTROL
 CS3052  ___________________________________________________________________
 CS3052* NAD 83(1993)-  32 24 18.38474(N)    097 12 43.89512(W)     ADJUSTED  
 CS3052* NAVD 88     -                                                        
 CS3052  ___________________________________________________________________
 CS3052  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 CS3052  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CS3052
 CS3052  HORZ ORDER  -  THIRD
 CS3052
 CS3052.The horizontal coordinates were established by classical geodetic methods
 CS3052.and adjusted by the National Geodetic Survey in February 1996..
 CS3052
 CS3052
 CS3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3052
 CS3052.The geoid height was determined by GEOID03.
 CS3052
 CS3052;                    North         East     Units Scale Factor Converg.
 CS3052;SPC TXNC     - 2,082,629.141   721,140.031   MT  0.99993582   +0 42 08.5
 CS3052;SPC TXNC     - 6,832,759.11  2,365,940.25   sFT  0.99993582   +0 42 08.5
 CS3052;UTM  14      - 3,586,746.195   668,132.925   MT  0.99994860   +0 57 29.9
 CS3052
 CS3052                          SUPERSEDED SURVEY CONTROL
 CS3052
 CS3052  NAD 83(1986)-  32 24 18.38882(N)    097 12 43.87585(W) AD(       ) 4
 CS3052  NAD 27      -  32 24 17.87000(N)    097 12 42.83000(W) AD(       ) 3
 CS3052
 CS3052.Superseded values are not recommended for survey control.
 CS3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3052.See file dsdata.txt to determine how the superseded data were derived.
 CS3052
 CS3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6813386746(NAD 83)
 CS3052
 CS3052  HISTORY     - Date     Condition        Report By
 CS3052  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS3052  HISTORY     - 19940324 GOOD             USPSQD
 CS3052  HISTORY     - 19990605 GOOD             USPSQD
 CS3052
 CS3052                          STATION DESCRIPTION
 CS3052
 CS3052'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS3052'THE STATION IS LOCATED IN THE TOWN OF ALVARADO, 1 BLOCK SOUTH OF
 CS3052'THE SOUTHWEST CORNER OF THE TOWN SQUARE.  THE STEEPLE IS A
 CS3052'WOODEN STRUCTURE APPROXIMATELY 70 FEET HIGH AND IS PAINTED
 CS3052'WHITE.  A LARGE WEATHER VANE IS SET ON THE TOP.
 CS3052'
 CS3052'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STEEPLE.
 CS3052
 CS3052                          STATION RECOVERY (1994)
 CS3052
 CS3052'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3052'RECOVERED IN GOOD CONDITION.
 CS3052
 CS3052                          STATION RECOVERY (1999)
 CS3052
 CS3052'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3055 ***********************************************************************
 CS3055  DESIGNATION -  ALVARADO MUNICIPAL TANK
 CS3055  PID         -  CS3055
 CS3055  STATE/COUNTY-  TX/JOHNSON
 CS3055  USGS QUAD   -  ALVARADO (1978)
 CS3055
 CS3055                         *CURRENT SURVEY CONTROL
 CS3055  ___________________________________________________________________
 CS3055* NAD 83(1993)-  32 24 40.45547(N)    097 12 47.47715(W)     ADJUSTED  
 CS3055* NAVD 88     -                                                        
 CS3055  ___________________________________________________________________
 CS3055  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 CS3055  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CS3055
 CS3055  HORZ ORDER  -  THIRD
 CS3055
 CS3055.The horizontal coordinates were established by classical geodetic methods
 CS3055.and adjusted by the National Geodetic Survey in February 1996..
 CS3055
 CS3055
 CS3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3055
 CS3055.The geoid height was determined by GEOID03.
 CS3055
 CS3055;                    North         East     Units Scale Factor Converg.
 CS3055;SPC TXNC     - 2,083,307.763   721,038.111   MT  0.99993463   +0 42 06.6
 CS3055;SPC TXNC     - 6,834,985.55  2,365,605.87   sFT  0.99993463   +0 42 06.6
 CS3055;UTM  14      - 3,587,424.364   668,027.973   MT  0.99994817   +0 57 28.6
 CS3055
 CS3055                          SUPERSEDED SURVEY CONTROL
 CS3055
 CS3055  NAD 83(1986)-  32 24 40.45955(N)    097 12 47.45793(W) AD(       ) 4
 CS3055  NAD 27      -  32 24 39.94900(N)    097 12 46.41700(W) AD(       ) 3
 CS3055
 CS3055.Superseded values are not recommended for survey control.
 CS3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3055.See file dsdata.txt to determine how the superseded data were derived.
 CS3055
 CS3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6802887424(NAD 83)
 CS3055_MARKER: 51 = TANK
 CS3055
 CS3055  HISTORY     - Date     Condition        Report By
 CS3055  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS3055  HISTORY     - 1957     GOOD             CGS
 CS3055  HISTORY     - 1961     GOOD             AMS
 CS3055  HISTORY     - 19940324 GOOD             USPSQD
 CS3055  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS3055
 CS3055                          STATION DESCRIPTION
 CS3055
 CS3055'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS3055'STATION IS LOCATED IN THE VILLAGE OF ALVARADO, BEHIND THE
 CS3055'PUMPHOUSE AND ABOUT 0.3 MILE NORTH OF THE BUSINESS SECTION.
 CS3055'STATION IS 137 FEET HIGH, 45 FEET SQUARE AT THE BASE AND IS SILVER
 CS3055'IN COLOR.
 CS3055'
 CS3055'TO REACH FROM THE POST OFFICE IN ALVARADO GO NORTH 0.35 MILE
 CS3055'TO THE END OF A GRAVEL STREET, THENCE WEST 0.5 MILE TO THE
 CS3055'STATION ON THE RIGHT OR NORTH SIDE OF THE STREET.
 CS3055'
 CS3055'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CS3055
 CS3055                          STATION RECOVERY (1957)
 CS3055
 CS3055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 CS3055'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS3055
 CS3055                          STATION RECOVERY (1961)
 CS3055
 CS3055'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 CS3055'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 CS3055
 CS3055                          STATION RECOVERY (1994)
 CS3055
 CS3055'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3055'RECOVERED IN GOOD CONDITION.
 CS3055
 CS3055                          STATION RECOVERY (1999)
 CS3055
 CS3055'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3051 ***********************************************************************
 CS3051  DESIGNATION -  ALVARADO RESET
 CS3051  PID         -  CS3051
 CS3051  STATE/COUNTY-  TX/JOHNSON
 CS3051  USGS QUAD   -  ALVARADO (1978)
 CS3051
 CS3051                         *CURRENT SURVEY CONTROL
 CS3051  ___________________________________________________________________
 CS3051* NAD 83(1993)-  32 24 57.82229(N)    097 10 47.09214(W)     ADJUSTED  
 CS3051* NAVD 88     -       238.5    (meters)     782.     (feet)  VERTCON   
 CS3051  ___________________________________________________________________
 CS3051  X           -    -673,611.623 (meters)                     COMP
 CS3051  Y           -  -5,347,385.031 (meters)                     COMP
 CS3051  Z           -   3,399,582.124 (meters)                     COMP
 CS3051  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 CS3051  ELLIP HEIGHT-         211.12  (meters)          (02/16/96) GPS OBS
 CS3051  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CS3051
 CS3051  HORZ ORDER  -  SECOND
 CS3051  ELLP ORDER  -  FIFTH     CLASS I
 CS3051
 CS3051.The horizontal coordinates were established by classical geodetic methods
 CS3051.and adjusted by the National Geodetic Survey in February 1996..
 CS3051
 CS3051.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3051
 CS3051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3051
 CS3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3051
 CS3051.The ellipsoidal height was determined by GPS observations
 CS3051.and is referenced to NAD 83.
 CS3051
 CS3051.The geoid height was determined by GEOID03.
 CS3051
 CS3051;                    North         East     Units Scale Factor Converg.
 CS3051;SPC TXNC     - 2,083,881.681   724,176.633   MT  0.99993370   +0 43 12.2
 CS3051;SPC TXNC     - 6,836,868.48  2,375,902.84   sFT  0.99993370   +0 43 12.2
 CS3051;UTM  14      - 3,588,012.313   671,163.963   MT  0.99996129   +0 58 33.6
 CS3051
 CS3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3051!SPC TXNC     -   0.99996685  x   0.99993370  =   0.99990056
 CS3051!UTM  14      -   0.99996685  x   0.99996129  =   0.99992814
 CS3051
 CS3051|---------------------------------------------------------------------|
 CS3051| PID    Reference Object                     Distance      Geod. Az  |
 CS3051|                                                           dddmmss.s |
 CS3051| CX9559 ALVARADO RM 3                        45.734 METERS 13903     |
 CS3051| CX9561 ALVARADO RM 1                        45.738 METERS 13904     |
 CS3051| CS3052 ALVARADO METH CHURCH STEEPLE        APPROX. 3.3 KM 2481817.0 |
 CS3051| CS3055 ALVARADO MUNICIPAL TANK             APPROX. 3.2 KM 2602125.8 |
 CS3051| CX9558 ALVARADO AZ MK                                     2715235.3 |
 CS3051| CX9562 ALVARADO RM 2                        44.321 METERS 27609     |
 CS3051| CX9560 ALVARADO RM 4                        22.887 METERS 28050     |
 CS3051|---------------------------------------------------------------------|
 CS3051
 CS3051                          SUPERSEDED SURVEY CONTROL
 CS3051
 CS3051  NAD 83(1986)-  32 24 57.82640(N)    097 10 47.07304(W) AD(       ) 2
 CS3051  NAD 27      -  32 24 57.31500(N)    097 10 46.03500(W) AD(       ) 2
 CS3051  NGVD 29 (12/08/88)  238.4    (m)          782.     (f) GPS OBS        
 CS3051
 CS3051.Superseded values are not recommended for survey control.
 CS3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3051.See file dsdata.txt to determine how the superseded data were derived.
 CS3051
 CS3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7116488012(NAD 83)
 CS3051_MARKER: DH = HORIZONTAL CONTROL DISK
 CS3051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3051_SP_SET: SQUARE CONCRETE MONUMENT
 CS3051_STAMPING: ALVARADO 1948 1966
 CS3051_MARK LOGO: CGS   
 CS3051_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3051+STABILITY: SURFACE MOTION
 CS3051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3051+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 CS3051
 CS3051  HISTORY     - Date     Condition        Report By
 CS3051  HISTORY     - 1948     MONUMENTED       CGS
 CS3051  HISTORY     - 1959     POOR             USGS
 CS3051  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CS3051  HISTORY     - 1966     GOOD             CGS
 CS3051  HISTORY     - 1980     GOOD             NGS
 CS3051  HISTORY     - 19880225 GOOD             NGS
 CS3051  HISTORY     - 19940324 GOOD             USPSQD
 CS3051  HISTORY     - 19990605 GOOD             USPSQD
 CS3051
 CS3051                          STATION DESCRIPTION
 CS3051
 CS3051'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3051'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF ALVARADO,
 CS3051'ALONG THE NORTH SIDE OF U.S. HIGHWAY 67.  IT IS 130 FEET
 CS3051'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF MR. CASSTEVENS
 CS3051'HOUSE, 52 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 67,
 CS3051'13.5 FEET SOUTH THE FENCE AND 13 FEET SOUTH OF A WITNESS
 CS3051'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CS3051'ALVARADO 1948.
 CS3051'
 CS3051'REFERENCE MARK NO. 1 IS 150.06 FEET SOUTHEAST OF THE STATION,
 CS3051'59 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 67 AND 2
 CS3051'FEET WEST OF A POWER POLE WITH METER.  THE MARK PROJECTS
 CS3051'6 INCHES AND THE DISK IS STAMPED ALVARADO NO 1 1948.
 CS3051'
 CS3051'REFERENCE MARK NO. 2 IS 145.41 FEET WEST-NORTHWEST OF THE
 CS3051'STATION, 64 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 CS3051'67 AND 1.5 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS 3
 CS3051'INCHES AND THE DISK IS STAMPED ALVARADO NO 2 1948.
 CS3051'
 CS3051'AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 68 FEET
 CS3051'EAST OF A DIRT T-ROAD NORTH, 57 FEET NORTH OF THE CENTERLINE
 CS3051'OF U.S. HIGHWAY 67, 2.5 FEET EAST-SOUTHEAST OF A WITNESS
 CS3051'POST AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 3
 CS3051'INCHES AND THE DISK IS STAMPED ALVARADO 1948.
 CS3051'
 CS3051'TO REACH FROM THE NORTHEAST CORNER OF SQUARE IN ALVARADO,
 CS3051'GO EAST AND NORTH ON U.S. HIGHWAY 67 FOR 1.9 MILES TO A
 CS3051'T ROAD LEFT AND AZIMUTH MARK ON THE LEFT, CONTINUE ON HIGHWAY
 CS3051'67 FOR 0.5 MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING
 CS3051'HOUSE.
 CS3051'
 CS3051'A 74 FOOT SIGNAL AT BRITTON 1947 CAN BE SEEN FROM 50 FEET.
 CS3051'
 CS3051'A 74 FOOT SIGNAL AT SELMAN 1947 CAN BE SEEN FROM 37 FEET.
 CS3051'
 CS3051'A 47 FOOT SIGNAL AT COTTON CAN BE SEEN FROM 37 FEET.
 CS3051'
 CS3051'A 100 FOOT SIGNAL AT ORCHARD CAN BE SEEN FROM 4 FEET.
 CS3051'
 CS3051'AN 87 FOOT SIGNAL AT KEENE CAN BE SEEN FROM 4 FEET.
 CS3051'
 CS3051'A 74 FOOT SIGNAL AT TURKEY CAN BE SEEN FROM 4 FEET.
 CS3051'
 CS3051'AN 87 FOOT SIGNAL AT EGAN CAN BE SEEN FROM 4 FEET.
 CS3051'
 CS3051'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS3051
 CS3051                          STATION RECOVERY (1959)
 CS3051
 CS3051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS3051'THE CONCRETE POST WAS FOUND IN PLACE, BUT IT APPEARED THAT
 CS3051'SOMETHING HAS SCRAPED OVER IT AND THE TABLET WAS MISSING.
 CS3051'THE POST WAS NOT DUG UP TO CHECK THE CONDITION OF THE UNDERGROUND
 CS3051'MARK.  IT WAS ASSUMED TO BE IN GOOD CONDITION, AND THE CONCRETE
 CS3051'POST WAS SKETCHED FOR MAPPING PURPOSES.
 CS3051'
 CS3051'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 CS3051'
 CS3051'REFERENCE MARK 2 HAS BEEN DISTURBED.
 CS3051
 CS3051                          STATION RECOVERY (1966)
 CS3051
 CS3051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS3051'THE STATION SURFACE MARK, REFERENCE MARK NO. 1 AND REFERENCE
 CS3051'MARK NO. 2 WERE FOUND TO BE DESTROYED.  THE UNDERGROUND
 CS3051'STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CS3051'THE SUB-STATION MARK WAS HELD INTACT AND A NEW SURFACE STATION
 CS3051'MARK WAS SET DIRECTLY OVER THE SUB-STATION MARK.  TWO NEW
 CS3051'REFERENCE MARKS WERE SET.  A COMPLETE DESCRIPTION FOLLOWS--THE
 CS3051'STATION IS ABOUT 1-1/2 MILES NORTHEAST OF ALVARADO ALONG
 CS3051'THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 67.
 CS3051'
 CS3051'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 CS3051'IN ALVARADO, GO EAST AND NORTH ON BUSINESS ROUTE 67 FOR 0.85
 CS3051'MILE TO THE JUNCTION OF U.S. HIGHWAY 67.  TURN RIGHT, EAST,
 CS3051'GO 0.85 MILE ALONG U.S. HIGHWAY 67 TO THE AZIMUTH MARK ON
 CS3051'THE LEFT.  CONTINUE ON HIGHWAY 67 FOR 0.5 MILE TO THE STATION
 CS3051'ON THE LEFT.
 CS3051'
 CS3051'THE UNDER GROUND STATION DISK, STAMPED ALVARADO 1948, IS
 CS3051'SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 CS3051'SURFACE OF THE GROUND.
 CS3051'
 CS3051'THE SURFACE STATION MARK, A STANDARD DISK, STAMPED ALVARADO
 CS3051'1948 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 CS3051'WITH THE SURFACE OF THE GROUND.  IT IS 51 FEET NORTH OF
 CS3051'THE CENTER LINE OF U.S. HIGHWAY 67, 167 FEET WEST OF THE
 CS3051'CENTER OF A PRIVATE DRIVEWAY, 29 FEET SOUTHWEST OF THE CENTER
 CS3051'OF A WOODEN GATE, 13 FEET SOUTH OF THE RIGHT-OF-WAY FENCE
 CS3051'AND A METAL WITNESS POST.
 CS3051'
 CS3051'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED ALVARADO
 CS3051'NO 3 1948 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST
 CS3051'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF GROUND.
 CS3051'IT IS 66 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 67 FEET
 CS3051'WEST OF THE EXTENDED CENTER LINE OF THE PRIVATE DRIVEWAY,
 CS3051'AND 11 FEET EAST OF A POWER LINE POLE WITH TRANSFORMER.
 CS3051'
 CS3051'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED ALVARADO
 CS3051'NO 4 1948 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST
 CS3051'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 67 FEET NORTH
 CS3051'OF THE CENTER LINE OF HIGHWAY, 74 FEET WEST OF THE METAL
 CS3051'WITNESS POST, AND 6 INCHES SOUTH OF THE RIGHT-OF-WAY FENCE
 CS3051'LINE.
 CS3051'
 CS3051'AZIMUTH MARK, A STANDARD DISK, STAMPED ALVARADO 1948, IS
 CS3051'SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS3051'OF THE GROUND.  IT IS 58 FEET NORTH OF THE CENTER LINE
 CS3051'OF U.S. HIGHWAY 67, 66 FEET EAST OF THE CENTER LINE OF JOHNSON
 CS3051'COUNTY ROAD NO. 607, AND 2 FEET EAST OF A METAL WITNESS
 CS3051'POST.
 CS3051'
 CS3051'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 CS3051'NORTHEAST
 CS3051
 CS3051                          STATION RECOVERY (1966)
 CS3051
 CS3051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 CS3051'RECOVERED IN GOOD CONDITION.
 CS3051
 CS3051                          STATION RECOVERY (1980)
 CS3051
 CS3051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JN)
 CS3051'ALVARADO 1948-1966 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS3051'
 CS3051'RM 3 RM 4 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS3051'
 CS3051'AZI MK RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS3051'
 CS3051'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NORTH OF
 CS3051'ALVARADO.
 CS3051
 CS3051                          STATION RECOVERY (1988)
 CS3051
 CS3051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 CS3051'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHEAST OF ALVARADO,
 CS3051'ON THE NORTH SIDE OF U.S. HIGHWAY 67, AND ON HIGHWAY
 CS3051'RIGHT-OF-WAYPROPERTY.  OWNERSHIP-- TEXAS DEPARTMENT OF HIGHWAY,
 CS3051'AUSTIN, TX.
 CS3051'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35E AND
 CS3051'U.S. HIGHWAYS 67, AND 81 IN ALVARADO.  GO EAST ON U.S. HIGHWAY 67 FOR
 CS3051'2.2 KM (1.35 MI) TO BUSINESS ROUTE 67 ON THE RIGHT.  CONTINUE
 CS3051'EASTERLY ON U.S. HIGHWAY 67 FOR 2.4 KM (1.50 MI) TO THE STATION ONTHE
 CS3051'LEFT, AND A WATER TANK ON THE RIGHT.
 CS3051'THE STATION MARK IS SET 15.8 M (51.8 FT) NORTH OF THE CENTERLINE OF
 CS3051'THE HIGHWAY, 7.8 M (25.6 FT) WEST OF THE CENTER OF A FIELD
 CS3051'ENTRANCEROAD, AND 3.8 M (12.5 FT) SOUTH OF A WITNESS POST.
 CS3051'DESCRIBED BY B.L.L.
 CS3051
 CS3051                          STATION RECOVERY (1994)
 CS3051
 CS3051'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3051'RECOVERED IN GOOD CONDITION.
 CS3051
 CS3051                          STATION RECOVERY (1999)
 CS3051
 CS3051'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4066 ***********************************************************************
 AW4066  DESIGNATION -  ALVIN
 AW4066  PID         -  AW4066
 AW4066  STATE/COUNTY-  TX/BRAZORIA
 AW4066  USGS QUAD   -  ALGOA (1974)
 AW4066
 AW4066                         *CURRENT SURVEY CONTROL
 AW4066  ___________________________________________________________________
 AW4066* NAD 83(1993)-  29 24 32.19457(N)    095 14 37.24646(W)     ADJUSTED  
 AW4066* NAVD 88     -        11.62   (+/-2cm)      38.1    (feet)  VERTCON   
 AW4066  ___________________________________________________________________
 AW4066  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW4066  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW4066
 AW4066  HORZ ORDER  -  FIRST
 AW4066  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4066
 AW4066.The horizontal coordinates were established by classical geodetic methods
 AW4066.and adjusted by the National Geodetic Survey in February 1996..
 AW4066
 AW4066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4066.The vertical order pertains to the NGVD 29 superseded value.
 AW4066
 AW4066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4066
 AW4066.The geoid height was determined by GEOID03.
 AW4066
 AW4066;                    North         East     Units Scale Factor Converg.
 AW4066;SPC TXSC     - 4,180,472.485   964,449.597   MT  0.99986408   +1 50 25.0
 AW4066;SPC TXSC     -13,715,433.48  3,164,198.39   sFT  0.99986408   +1 50 25.0
 AW4066;UTM  15      - 3,255,388.097   282,302.458   MT  1.00018482   -1 06 07.8
 AW4066
 AW4066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4066!SPC TXSC     -   1.00000241  x   0.99986408  =   0.99986649
 AW4066!UTM  15      -   1.00000241  x   1.00018482  =   1.00018723
 AW4066
 AW4066:                Primary Azimuth Mark                     Grid Az
 AW4066:SPC TXSC     -  LEAGUE CITY POWERHOUSE TANK              047 49 55.8
 AW4066:UTM  15      -  LEAGUE CITY POWERHOUSE TANK              050 46 28.6
 AW4066
 AW4066|---------------------------------------------------------------------|
 AW4066| PID    Reference Object                     Distance      Geod. Az  |
 AW4066|                                                           dddmmss.s |
 AW4066| AW6408 LEAGUE CITY POWERHOUSE TANK         APPROX.17.5 KM 0494020.8 |
 AW4066| AW4067 ALVIN RM 1                           20.175 METERS 05038     |
 AW4066| AW6767 DICKINSON ICE AND FUEL CO TANK      APPROX.19.3 KM 0714106.9 |
 AW4066| AW6768 ALTA LOMA GALVESTON PWRHSE STK      APPROX.16.8 KM 1051610.8 |
 AW4066| AW4068 ALVIN RM 2                                         1574554.5 |
 AW4066| AW6770 ALVIN E MUN WATER TANK              APPROX. 1.8 KM 3510406.5 |
 AW4066|---------------------------------------------------------------------|
 AW4066
 AW4066                          SUPERSEDED SURVEY CONTROL
 AW4066
 AW4066  NAD 83(1986)-  29 24 32.20878(N)    095 14 37.22580(W) AD(       ) 1
 AW4066  NAD 27      -  29 24 31.35657(N)    095 14 36.46587(W) AD(       ) 1
 AW4066  NGVD 29 (??/??/92)   11.613  (m)           38.10   (f) ADJ UNCH    1 2
 AW4066
 AW4066.Superseded values are not recommended for survey control.
 AW4066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4066.See file dsdata.txt to determine how the superseded data were derived.
 AW4066
 AW4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8230255388(NAD 83)
 AW4066_MARKER: DS = TRIANGULATION STATION DISK
 AW4066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4066_STAMPING: ALVIN 1931
 AW4066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4066+STABILITY: SURFACE MOTION
 AW4066
 AW4066  HISTORY     - Date     Condition        Report By
 AW4066  HISTORY     - 1931     MONUMENTED       CGS
 AW4066  HISTORY     - 1937     SEE DESCRIPTION  TXHD
 AW4066  HISTORY     - 1937     GOOD             HLPCO
 AW4066  HISTORY     - 1942     GOOD             CGS
 AW4066  HISTORY     - 1951     GOOD             CGS
 AW4066  HISTORY     - 1951     GOOD             NGS
 AW4066  HISTORY     - 1952     GOOD             CGS
 AW4066  HISTORY     - 1956     SEE DESCRIPTION  USGS
 AW4066  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4066
 AW4066                          STATION DESCRIPTION
 AW4066
 AW4066'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW4066'ABOUT 1 MILE S OF THE TOWN OF ALVIN, IN AN ACUTE ANGLE BETWEEN
 AW4066'ROADS AT THE JUNCTION KNOWN AS FIVE POINTS, ON OPPOSITE SIDE
 AW4066'OF ROAD FROM YELLOW HOUSE, IN E FENCE LINE OF DIRT ROAD
 AW4066'LEADING S, 98.5 FEET S OF JUNCTION, 21.0 FEET E OF CENTER
 AW4066'LINE OF DIRT ROAD, 38.7 FEET W BY S OF CENTER LINE OF SHELL
 AW4066'ROAD BEARING TO E, 16.58 FEET W BY S OF W FENCE LINE OF
 AW4066'SHELL ROAD, 13.85 FEET S OF END OF FENCE POST ON E SIDE
 AW4066'OF DIRT ROAD.
 AW4066'
 AW4066'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW4066'DISKS SET IN CONCRETE.
 AW4066'
 AW4066'SURFACE MARK PROJECTS 8 INCHES ABOVE THE GROUND.
 AW4066'
 AW4066'REFERENCE MARK NO. 1 IS ON E SIDE OF SHELL ROAD, 68.0 FEET
 AW4066'SE OF JUNCTION OF ROADS, 42.5 FEET E OF CENTER LINE OF SHELL
 AW4066'ROAD, 7.8 FEET S OF CENTER OF GATE TO HOUSE, 1.05 FEET NW
 AW4066'OF FENCE AROUND HOUSE, AND 66.19 FEET FROM STATION N 50 DEG 38 MIN E.
 AW4066'IT PROJECTS 2 INCHES ABOVE GROUND.
 AW4066'
 AW4066'REFERENCE MARK NO. 2 IS ON E SIDE OF SHELL ROAD, IN TELEPHONE
 AW4066'POST LINE, 22.5 FEET E OF CENTER LINE OF SHELL ROAD, 2.0
 AW4066'FEET W OF FENCE LINE, 16.7 FEET N OF NW CORNER OF FENCE
 AW4066'AROUND LARGE FIELD, AND ABOUT 0.2 MILE FROM STATION,
 AW4066'S 22 DEG 14 MIN E.  IT PROJECTS 3 INCHES ABOVE GROUND.
 AW4066
 AW4066                          STATION RECOVERY (1937)
 AW4066
 AW4066'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937 (LAP)
 AW4066'STATION RECOVERED IN GOOD CONDITION.  NO ATTEMPT WAS MADE
 AW4066'TO RECOVER REFERENCE MARKS.  THE DESCRIPTION GIVEN REGARDING
 AW4066'THE STATION NO LONGER HOLDS TRUE AND THE FOLLOWING DESCRIPTION
 AW4066'MAY BE SUBTITUTED.  BEGINNING AT THE INTERSECTION OF STATE
 AW4066'HIGHWAY 35 AND SANTE FE RAILROAD IN ALVIN, GO S 1 MILE TO
 AW4066'ANGLE IN HIGHWAY AND JUNCTION OF ROADS KNOWN AS FIVE POINTS
 AW4066'IN FRONT OF YELLOW HOUSE, 98.5 FEET S AT JUNCTION.  STATION
 AW4066'IS SET IN MANHOLE WITH CAST-IRON COVER AND IS NEAR CENTER
 AW4066'LINE OF STATE HIGHWAY 35.
 AW4066'
 AW4066'NOTE--WITH REFERENCE TO TRIANGULATION STATION ALVIN, THE
 AW4066'SURFACE MARK WAS REMOVED AS OUTLINED IN YOUR LETTER OF FEB.
 AW4066'1, 1937, AND A MANHOLE AND COVER PLACED IN THE CONCRETE
 AW4066'PAVEMENT OVER THE UNDERGROUND MARK, WHICH WAS LEFT IN ITS
 AW4066'ORIGINAL POSITION.  THE SURFACE MARK DISK IS ALSO BEING
 AW4066'RETURNED TO YOU UNDER SEPARATE COVER.
 AW4066
 AW4066                          STATION RECOVERY (1937)
 AW4066
 AW4066'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1937
 AW4066'UNDERGROUND STATION MARK RECOVERED IN GOOD CONDITION IN
 AW4066'MANHOLE.  R.M. 1 HAS BEEN DESTROYED AND R.M. 2 (THE AZIMUTH
 AW4066'MARK) MAY HAVE BEEN MOVED AS THE AZIMUTH FAILED TO CHECK
 AW4066'AN OBSERVATION THERE BY MORE THAN 1 MINUTE.
 AW4066
 AW4066                          STATION RECOVERY (1942)
 AW4066
 AW4066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW4066'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW4066'CONDITION.
 AW4066'
 AW4066'STATION IS ABOUT 1.0 MILE S OF THE GULF, COLORADO AND SANTA
 AW4066'FE RAILROAD STATION AT ALVIN, 98.5 FEET S OF CENTER OF INTERSECTION
 AW4066'OF CROSS ROAD WITH STATE HIGHWAY 35 (INTERSECTION IS KNOWN
 AW4066'AS FIVE POINTS), 8 FEET W OF THE CENTER LINE OF THE HIGHWAY
 AW4066'35.  IT IS ABOUT 3 FEET BELOW THE CENTER LINE OF THE PAVEMENT,
 AW4066'PROTECTED BY A MAN HOLE WITH AN IRON COVER.  IT IS STAMPED
 AW4066'ALVIN 1931.
 AW4066'
 AW4066'REFERENCE MARK NO. 1 IS 66.2 FEET NORTHEASTERLY
 AW4066'FROM THE STATION, 54 FEET E OF THE CENTER LINE OF THE STATION,
 AW4066'42.0 FEET S OF THE CENTER LINE OF SHELL CROSS ROAD, 42.0 FEET
 AW4066'NW OF THE NW CORNER OF YELLOW FRAME HOUSE.  IT IS STAMPED
 AW4066'ALVIN NO. 1 1931.  THE MONUMENT PROJECTS 0.5 FOOT.
 AW4066'
 AW4066'REFERENCE MARK NO. 2 WAS NOT SEARCHED FOR AT THIS TIME.
 AW4066
 AW4066                          STATION RECOVERY (1951)
 AW4066
 AW4066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 AW4066'STATION IS LOCATED 1.0 MILE S ALONG STATE HIGHWAY 35 FROM THE GULF,
 AW4066'COLORADO AND SANTA FE RAILROAD STATION AT ALVIN, AT A ROAD
 AW4066'JUNCTION, 98 FEET S OF THE CENTER LINE OF A SHELL ROAD
 AW4066'LEADING W, 450 FEET S OF THE ENTRANCE TO THE ALVIN DRIVE-IN
 AW4066'THEATER.  235 FEET NW OF THE N END OF A PHILLIPS 66 SERVICE
 AW4066'STATION, 8 FEET W OF THE CENTER LINE OF THE HIGHWAY, IN A
 AW4066'MAN HOLE, AND 3 FEET BELOW THE SURFACE OF THE HIGHWAY.
 AW4066'
 AW4066'STATION MARK IS A STANDARD STATION DISK, SET IN THE TOP
 AW4066'OF A CONCRETE POST WHICH IS AT THE BOTTOM OF THE MANHOLE,
 AW4066'AND IS STAMPED ALVIN 1931.
 AW4066'
 AW4066'REFERENCE MARK 1 WAS FOUND DESTROYED, THE POST BROKEN OFF.
 AW4066'THE DISK, STAMPED ALVIN NO 1 1931, WAS RECOVERED.
 AW4066'
 AW4066'REFERENCE MARK 2 IS 0.2 MILE SE OF THE STATION, ALONG AN
 AW4066'IMPROVED COUNTY ROAD, 23 FEET E OF THE CENTER LINE OF THE
 AW4066'COUNTY ROAD, 7 FEET S OF THE CENTER LINE OF A PRIVATE ROAD
 AW4066'LEADING TO A LARGE TWO-STORY WHITE HOUSE, AND 1.8 FEET W
 AW4066'OF A WITNESS POST.  MARK IS A STANDARD REFERENCE DISK, SET
 AW4066'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 AW4066'THE GROUND, AND IS STAMPED ALVIN NO 2 1931.
 AW4066
 AW4066                          STATION RECOVERY (1951)
 AW4066
 AW4066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AW4066'1.0 MI S FROM ALVIN.
 AW4066'1.0 MILE SOUTH ALONG STATE HIGHWAY 35 FROM THE GULF, COLORADO AND
 AW4066'SANTA FE RAILROAD STATION AT ALVIN, AT A ROAD JUNCTION, 98 FEET SOUTH
 AW4066'OF THE CENTER LINE OF A SHELL ROAD LEADING WEST, 450 FEET SOUTH OF THE
 AW4066'ENTRANCE TO THE ALVIN DRIVE IN THEATRE, 235 FEET NORTHWEST OF THE
 AW4066'NORTH END OF A PHILLIPS 66 SERVICE STATION, 8 FEET WEST OF THE CENTER
 AW4066'LINE OF THE HIGHWAY, IN A MAN HOLE, 3 FEET BELOW THE SURFACE OF THE
 AW4066'HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH IS AT THE BOTTOM OF
 AW4066'THE MAN HOLE.
 AW4066
 AW4066                          STATION RECOVERY (1952)
 AW4066
 AW4066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW4066'THE STATION UNDERGROUND MARK WAS RECOVERED AND IS IN GOOD
 AW4066'CONDITION.  THE SURFACE MARK WAS DESTROYED IN 1937 BY THE
 AW4066'TEXAS STATE HIGHWAY DEPARTMENT WHEN STATE HIGHWAY 35 WAS
 AW4066'PAVED.  A MANHOLE AND COVER WAS PLACED OVER THE UNDERGROUND
 AW4066'MARK AND WAS LEFT IN ITS ORIGINAL POSITION.  REFERENCE MARK
 AW4066'NO. 1 WAS DESTROYED WHEN THE ROAD WAS WIDENED AND REFERENCE
 AW4066'MARK NO. 2 WAS DESTROYED BY THIS PARTY.
 AW4066'
 AW4066'IT IS IMPOSSIBLE TO BUILD A TOWER OVER THE OLD MARK BECAUSE
 AW4066'IT IS IN STATE HIGHWAY 35 SO A NEW STATION (ALVIN 2) WAS
 AW4066'ESTABLISHED.
 AW4066'
 AW4066'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AW4066'
 AW4066'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF ALVIN.  IT IS IN
 AW4066'THE WEST EDGE OF STATE HIGHWAY 35, 16 FEET EAST OF THE CENTER
 AW4066'OF A NORTH-SOUTH GRAVELED ROAD AND 7.4 FEET WEST OF THE
 AW4066'CENTER OF STATE HIGHWAY 35.  IT IS STAMPED ALVIN 1931 AND
 AW4066'IS ABOUT 2 FEET BELOW THE HIGHWAY.
 AW4066'
 AW4066'TO REACH THE STATION FROM THE POST OFFICE IN ALVIN, GO EAST
 AW4066'FOR 0.1 MILE TO STATE HIGHWAY 35.  TURN RIGHT AND GO SOUTH
 AW4066'ON STATE HIGHWAY 35 FOR 1.0 MILE TO THE STATION IN A MANHOLE
 AW4066'ON THE WEST SIDE OF THE HIGHWAY AS DESCRIBED.
 AW4066
 AW4066                          STATION RECOVERY (1956)
 AW4066
 AW4066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AW4066'IT IS BELIEVED THAT THE USE OF THIS STATION IS TO BE DISCONTINUED
 AW4066'DUE TO ITS POSITION NEAR THE CENTER OF A BUSY HIGHWAY.  NO
 AW4066'ATTEMPT WAS MADE TO RECOVER THIS MARK DUE TO HEAVY TRAFFIC.
 AW4066'THE MAN HOLE COVER IS IN PLACE SO IT IS PROBABLE THAT THE
 AW4066'MARK IS RECOVERABLE UNLESS PURPOSELY DESTROYED.  REFERENCE
 AW4066'MARK NO. 2 WAS NOT FOUND, BUT EVIDENCE OF THE CONCRETE POST
 AW4066'INDICATED THAT THIS MARK HAS BEEN DESTROYED.
 AW4066
 AW4066                          STATION RECOVERY (1990)
 AW4066
 AW4066'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6771 ***********************************************************************
 AW6771  DESIGNATION -  ALVIN 2
 AW6771  PID         -  AW6771
 AW6771  STATE/COUNTY-  TX/BRAZORIA
 AW6771  USGS QUAD   -  ALGOA (1974)
 AW6771
 AW6771                         *CURRENT SURVEY CONTROL
 AW6771  ___________________________________________________________________
 AW6771* NAD 83(1993)-  29 24 32.80905(N)    095 14 36.49344(W)     ADJUSTED  
 AW6771* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AW6771  ___________________________________________________________________
 AW6771  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6771  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW6771
 AW6771  HORZ ORDER  -  SECOND
 AW6771
 AW6771.The horizontal coordinates were established by classical geodetic methods
 AW6771.and adjusted by the National Geodetic Survey in February 1996..
 AW6771
 AW6771.The orthometric height was scaled from a topographic map.
 AW6771
 AW6771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6771
 AW6771.The geoid height was determined by GEOID03.
 AW6771
 AW6771;                    North         East     Units Scale Factor Converg.
 AW6771;SPC TXSC     - 4,180,492.044   964,469.278   MT  0.99986408   +1 50 25.3
 AW6771;SPC TXSC     -13,715,497.65  3,164,262.96   sFT  0.99986408   +1 50 25.3
 AW6771;UTM  15      - 3,255,406.626   282,323.122   MT  1.00018470   -1 06 07.5
 AW6771
 AW6771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6771!SPC TXSC     -   1.00000219  x   0.99986408  =   0.99986627
 AW6771!UTM  15      -   1.00000219  x   1.00018470  =   1.00018689
 AW6771
 AW6771|---------------------------------------------------------------------|
 AW6771| PID    Reference Object                     Distance      Geod. Az  |
 AW6771|                                                           dddmmss.s |
 AW6771| CV5945 ALVIN 2 RM 3                         33.580 METERS 08143     |
 AW6771| CV5946 ALVIN 2 RM 4                         38.958 METERS 17025     |
 AW6771| CV5944 ALVIN 2 AZ MK                                      1930448.6 |
 AW6771| AW6839 ALVIN WEST MUNICIPAL TANK           APPROX. 2.2 KM 3295128.5 |
 AW6771| AW6770 ALVIN E MUN WATER TANK              APPROX. 1.8 KM 3501916.4 |
 AW6771|---------------------------------------------------------------------|
 AW6771
 AW6771                          SUPERSEDED SURVEY CONTROL
 AW6771
 AW6771  NAD 83(1986)-  29 24 32.82341(N)    095 14 36.47261(W) AD(       ) 2
 AW6771  NAD 27      -  29 24 31.97108(N)    095 14 35.71288(W) AD(       ) 2
 AW6771
 AW6771.Superseded values are not recommended for survey control.
 AW6771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6771.See file dsdata.txt to determine how the superseded data were derived.
 AW6771
 AW6771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8232355407(NAD 83)
 AW6771_MARKER: DS = TRIANGULATION STATION DISK
 AW6771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6771
 AW6771  HISTORY     - Date     Condition        Report By
 AW6771  HISTORY     - 1952     MONUMENTED       CGS
 AW6771  HISTORY     - 1956     GOOD             USGS
 AW6771  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW6771  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 AW6771
 AW6771                          STATION DESCRIPTION
 AW6771
 AW6771'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6771'THE STATION IS LOCATED NEAR THE SOUTH EDGE OF ALVIN AND IN
 AW6771'THE NORTHWEST CORNER OF THE ST. JOHNS CATHOLIC CHURCH LAWN.
 AW6771'IT IS 59.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 35,
 AW6771'40 FEET SOUTH OF THE CENTER OF AN EAST-WEST PAVED ROAD, 27 FEET
 AW6771'EAST SOUTHEAST OF A POWER LINE AND TELEPHONE POLE AND 2 FEET
 AW6771'SOUTH OF A WITNESS POST.  IT IS STAMPED ALVIN 2 1952 AND
 AW6771'PROJECTS 5 INCHES.
 AW6771'
 AW6771'REFERENCE MARK NO. 3 IS 60 FEET WEST OF THE CENTER OF A
 AW6771'DRIVEWAY TO THE ST. JOHNS CATHOLIC CHURCH, 27 FEET SOUTH
 AW6771'OF THE CENTER OF AN EAST-WEST PAVED ROAD AND 6 FEET WEST
 AW6771'OF A PINE TREE.  IT IS STAMPED ALVIN 2 NO 3 1952 AND PROJECTS
 AW6771'5 INCHES.
 AW6771'
 AW6771'REFERENCE MARK NO. 4 IS 28 FEET EAST OF THE CENTER OF A
 AW6771'NORTH-SOUTH PAVED ROAD AND 3 FEET NORTH OF A POWER LINE AND
 AW6771'TELEPHONE POLE.  IT IS STAMPED ALVIN 2 NO 4 1952 AND PROJECTS
 AW6771'5 INCHES.
 AW6771'
 AW6771'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE
 AW6771'MARK NO. 4 IS 166.8 FEET.
 AW6771'
 AW6771'THE AZIMUTH MARK IS LOCATED 59 FEET EAST OF THE CENTER OF STATE
 AW6771'HIGHWAY 35, 28 FEET WEST OF A NORTH-SOUTH FENCE LINE, 3 FEET
 AW6771'NORTH OF A TELEPHONE POLE AND 2 FEET NORTH OF A WITNESS
 AW6771'POST.  IT IS STAMPED ALVIN 2 1952 AND PROJECTS 5 INCHES.
 AW6771'
 AW6771'A TRAVERSE MEASUREMENT WAS MADE TO ALVIN 1931.  IT IS IN
 AW6771'A MANHOLE NEAR THE WEST EDGE OF STATE HIGHWAY 35, 16 FEET
 AW6771'EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 7.4
 AW6771'FEET WEST OF THE CENTER OF STATE HIGHWAY 35.  IT IS STAMPED
 AW6771'ALVIN 1931 AND IS ABOUT 2 FEET BELOW THE HIGHWAY.
 AW6771'
 AW6771'TO REACH THE STATION FROM THE POST OFFICE IN ALVIN, GO EAST
 AW6771'FOR 0.1 MILE TO STATE HIGHWAY 35.  TURN RIGHT AND GO SOUTH
 AW6771'ON STATE HIGHWAY 35 FOR 1.0 MILE TO A 6 ROAD INTERSECTION
 AW6771'AND THE STATION ON THE LEFT AS DESCRIBED.
 AW6771'
 AW6771'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 AW6771'STATE HIGHWAY 35 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 AW6771'LEFT AS DESCRIBED.
 AW6771'
 AW6771'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 AW6771
 AW6771                          STATION RECOVERY (1956)
 AW6771
 AW6771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AW6771'STATION AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 AW6771'CONDITION.
 AW6771
 AW6771                          STATION RECOVERY (1997)
 AW6771
 AW6771'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6771'MARK NOT FOUND.
 AW6771
 AW6771                          STATION RECOVERY (2004)
 AW6771
 AW6771'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6770 ***********************************************************************
 AW6770  DESIGNATION -  ALVIN E MUN WATER TANK
 AW6770  PID         -  AW6770
 AW6770  STATE/COUNTY-  TX/BRAZORIA
 AW6770  USGS QUAD   -  ALGOA (1974)
 AW6770
 AW6770                         *CURRENT SURVEY CONTROL
 AW6770  ___________________________________________________________________
 AW6770* NAD 83(1993)-  29 25 29.24356(N)    095 14 47.48777(W)     ADJUSTED  
 AW6770* NAVD 88     -                                                        
 AW6770  ___________________________________________________________________
 AW6770  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6770  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW6770
 AW6770  HORZ ORDER  -  THIRD
 AW6770
 AW6770.The horizontal coordinates were established by classical geodetic methods
 AW6770.and adjusted by the National Geodetic Survey in February 1996..
 AW6770
 AW6770
 AW6770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6770
 AW6770.The geoid height was determined by GEOID03.
 AW6770
 AW6770;                    North         East     Units Scale Factor Converg.
 AW6770;SPC TXSC     - 4,182,218.997   964,117.323   MT  0.99986447   +1 50 20.0
 AW6770;SPC TXSC     -13,721,163.49  3,163,108.25   sFT  0.99986447   +1 50 20.0
 AW6770;UTM  15      - 3,257,149.931   282,060.205   MT  1.00018612   -1 06 14.8
 AW6770
 AW6770                          SUPERSEDED SURVEY CONTROL
 AW6770
 AW6770  NAD 83(1986)-  29 25 29.25781(N)    095 14 47.46707(W) AD(       ) 4
 AW6770  NAD 27      -  29 25 28.40441(N)    095 14 46.70544(W) AD(       ) 3
 AW6770
 AW6770.Superseded values are not recommended for survey control.
 AW6770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6770.See file dsdata.txt to determine how the superseded data were derived.
 AW6770
 AW6770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8206057150(NAD 83)
 AW6770_MARKER: 53 = ELEVATED TANK
 AW6770
 AW6770  HISTORY     - Date     Condition        Report By
 AW6770  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6770  HISTORY     - 1952     GOOD             CGS
 AW6770  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW6770  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 AW6770
 AW6770                          STATION DESCRIPTION
 AW6770
 AW6770'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6770'THE STATION IS LOCATED 2 BLOCK WEST OF THE RAILROAD STATION
 AW6770'IN ALVIN, 100 FEET EAST OF TAYLOR STREET AND 30 FEET NORTH
 AW6770'OF WILLIS STREET.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING
 AW6770'A TANK AND HAS AN OVERALL HEIGHT OF 125 FEET.
 AW6770'
 AW6770'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE TOP OF TANK.
 AW6770'
 AW6770'PROBABLY THE SAME AS ALVIN, GULF UTILITIES CO., TANK, 1931.
 AW6770
 AW6770                          STATION RECOVERY (1997)
 AW6770
 AW6770'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6770'MARK NOT FOUND.
 AW6770
 AW6770                          STATION RECOVERY (2004)
 AW6770
 AW6770'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4068 ***********************************************************************
 AW4068  DESIGNATION -  ALVIN RM 2
 AW4068  PID         -  AW4068
 AW4068  STATE/COUNTY-  TX/BRAZORIA
 AW4068  USGS QUAD   -  ALGOA (1974)
 AW4068
 AW4068                         *CURRENT SURVEY CONTROL
 AW4068  ___________________________________________________________________
 AW4068* NAD 83(1986)-  29 24 32.     (N)    095 14 37.     (W)     SCALED    
 AW4068* NAVD 88     -        12.62   (+/-2cm)      41.4    (feet)  VERTCON   
 AW4068  ___________________________________________________________________
 AW4068  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW4068
 AW4068  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4068
 AW4068.The horizontal coordinates were scaled from a topographic map and have
 AW4068.an estimated accuracy of +/- 6 seconds.
 AW4068
 AW4068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4068.The vertical order pertains to the NGVD 29 superseded value.
 AW4068
 AW4068.The geoid height was determined by GEOID03.
 AW4068
 AW4068;                    North         East    Units  Estimated Accuracy
 AW4068;SPC TXSC     - 4,180,470.      964,460.      MT  (+/- 180 meters Scaled)
 AW4068
 AW4068                          SUPERSEDED SURVEY CONTROL
 AW4068
 AW4068  NGVD 29 (??/??/92)   12.620  (m)           41.40   (f) ADJ UNCH    1 2
 AW4068
 AW4068.Superseded values are not recommended for survey control.
 AW4068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4068.See file dsdata.txt to determine how the superseded data were derived.
 AW4068
 AW4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN823553(NAD 83)
 AW4068_MARKER: DR = REFERENCE MARK DISK
 AW4068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4068_STAMPING: ALVIN NO 2 1931
 AW4068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4068+STABILITY: SURFACE MOTION
 AW4068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4068+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 AW4068
 AW4068  HISTORY     - Date     Condition        Report By
 AW4068  HISTORY     - 1931     MONUMENTED       CGS
 AW4068  HISTORY     - 1951     GOOD             NGS
 AW4068  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4068  HISTORY     - 20041021 GOOD             USPSQD
 AW4068
 AW4068                          STATION DESCRIPTION
 AW4068
 AW4068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW4068'1.2 MI SE FROM ALVIN.
 AW4068'1.0 MILE SOUTH ALONG STATE HIGHWAY 35 FROM THE GULF, COLORADO AND
 AW4068'SANTA FE RAILROAD STATION AT ALVIN, THENCE 0.2 MILE SOUTHEAST ALONG AN
 AW4068'IMPROVED COUNTY ROAD, 0.2 MILE SOUTHEAST OF TRIANGULATION STATION
 AW4068'ALVIN 1931, 23 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD, 7 FEET
 AW4068'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING TO A LARGE TWO
 AW4068'STORY WHITE HOUSE, 1.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 AW4068'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AW4068
 AW4068                          STATION RECOVERY (1990)
 AW4068
 AW4068'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4068'MARK NOT FOUND.
 AW4068
 AW4068                          STATION RECOVERY (2004)
 AW4068
 AW4068'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6772 ***********************************************************************
 AW6772  DESIGNATION -  ALVIN TV STA KUHT MAST
 AW6772  PID         -  AW6772
 AW6772  STATE/COUNTY-  TX/GALVESTON
 AW6772  USGS QUAD   -  ALGOA (1974)
 AW6772
 AW6772                         *CURRENT SURVEY CONTROL
 AW6772  ___________________________________________________________________
 AW6772* NAD 83(1993)-  29 27 57.33523(N)    095 13 23.94381(W)     ADJUSTED  
 AW6772* NAVD 88     -                                                        
 AW6772  ___________________________________________________________________
 AW6772  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6772  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW6772
 AW6772  HORZ ORDER  -  THIRD
 AW6772
 AW6772.The horizontal coordinates were established by classical geodetic methods
 AW6772.and adjusted by the National Geodetic Survey in February 1996..
 AW6772
 AW6772
 AW6772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6772
 AW6772.The geoid height was determined by GEOID03.
 AW6772
 AW6772;                    North         East     Units Scale Factor Converg.
 AW6772;SPC TXSC     - 4,186,848.188   966,220.575   MT  0.99986585   +1 51 00.9
 AW6772;SPC TXSC     -13,736,351.10  3,170,008.67   sFT  0.99986585   +1 51 00.9
 AW6772;UTM  15      - 3,261,666.424   284,399.145   MT  1.00017360   -1 05 38.7
 AW6772
 AW6772                          SUPERSEDED SURVEY CONTROL
 AW6772
 AW6772  NAD 83(1986)-  29 27 57.35066(N)    095 13 23.92230(W) AD(       ) 4
 AW6772  NAD 27      -  29 27 56.50152(N)    095 13 23.15631(W) AD(       ) 3
 AW6772
 AW6772.Superseded values are not recommended for survey control.
 AW6772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6772.See file dsdata.txt to determine how the superseded data were derived.
 AW6772
 AW6772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8439961666(NAD 83)
 AW6772_MARKER: 42 = RADIO/TV MAST
 AW6772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6772+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 AW6772
 AW6772  HISTORY     - Date     Condition        Report By
 AW6772  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6772  HISTORY     - 19940326 GOOD             USPSQD
 AW6772  HISTORY     - 20040124 GOOD             USPSQD
 AW6772
 AW6772                          STATION DESCRIPTION
 AW6772
 AW6772'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6772'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF PEARLAND AND
 AW6772'2 MILES NORTH-NORTHEAST OF ALVIN.
 AW6772'
 AW6772'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND
 AW6772'FARM ROAD 528 JUST NORTH OF ALVIN, GO NORTHEAST ON FARM ROAD 528
 AW6772'FOR 1.4 MILES TO THE STATION ON THE RIGHT.
 AW6772'
 AW6772'THE MAST IS A SINGLE COLUMN STEEL STRUCTURE PAINTED ALTERNATE RED
 AW6772'AND WHITE AND IS SUPPORTED BY GUY CABLES.  THE OVER-ALL HEIGHT IS
 AW6772'1,199 FEET.
 AW6772'
 AW6772'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX.
 AW6772
 AW6772                          STATION RECOVERY (1994)
 AW6772
 AW6772'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6772'RECOVERED IN GOOD CONDITION.
 AW6772
 AW6772                          STATION RECOVERY (2004)
 AW6772
 AW6772'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW6772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6839 ***********************************************************************
 AW6839  DESIGNATION -  ALVIN WEST MUNICIPAL TANK
 AW6839  PID         -  AW6839
 AW6839  STATE/COUNTY-  TX/BRAZORIA
 AW6839  USGS QUAD   -  MANVEL (1974)
 AW6839
 AW6839                         *CURRENT SURVEY CONTROL
 AW6839  ___________________________________________________________________
 AW6839* NAD 83(1993)-  29 25 34.81338(N)    095 15 17.62068(W)     ADJUSTED  
 AW6839* NAVD 88     -                                                        
 AW6839  ___________________________________________________________________
 AW6839  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6839  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW6839
 AW6839  HORZ ORDER  -  THIRD
 AW6839
 AW6839.The horizontal coordinates were established by classical geodetic methods
 AW6839.and adjusted by the National Geodetic Survey in February 1996..
 AW6839
 AW6839
 AW6839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6839
 AW6839.The geoid height was determined by GEOID03.
 AW6839
 AW6839;                    North         East     Units Scale Factor Converg.
 AW6839;SPC TXSC     - 4,182,364.348   963,300.129   MT  0.99986451   +1 50 05.2
 AW6839;SPC TXSC     -13,721,640.37  3,160,427.17   sFT  0.99986451   +1 50 05.2
 AW6839;UTM  15      - 3,257,337.107   281,251.290   MT  1.00019047   -1 06 29.8
 AW6839
 AW6839                          SUPERSEDED SURVEY CONTROL
 AW6839
 AW6839  NAD 83(1986)-  29 25 34.82750(N)    095 15 17.59978(W) AD(       ) 4
 AW6839  NAD 27      -  29 25 33.97364(N)    095 15 16.83564(W) AD(       ) 3
 AW6839
 AW6839.Superseded values are not recommended for survey control.
 AW6839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6839.See file dsdata.txt to determine how the superseded data were derived.
 AW6839
 AW6839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8125157337(NAD 83)
 AW6839_MARKER: 53 = ELEVATED TANK
 AW6839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6839+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 AW6839
 AW6839  HISTORY     - Date     Condition        Report By
 AW6839  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6839  HISTORY     - 19960928 GOOD             USPSQD
 AW6839  HISTORY     - 20041021 GOOD             USPSQD
 AW6839
 AW6839                          STATION DESCRIPTION
 AW6839
 AW6839'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6839'THE STATION IS LOCATED 8 BLOCKS WEST AND 2 BLOCKS NORTH
 AW6839'OF THE RAILROAD STATION IN ALVIN, 125 FEET EAST OF A NORTH-SOUTH
 AW6839'ROAD AND 50 FEET NORTH OF AN EAST-WEST ROAD.  IT IS A 4 LEGGED
 AW6839'STEEL STRUCTURE SUPPORTING A TANK AND HAS AN OVERALL HEIGHT
 AW6839'OF 110 FEET.
 AW6839'
 AW6839'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE TOP OF TANK.
 AW6839
 AW6839                          STATION RECOVERY (1996)
 AW6839
 AW6839'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6839'RECOVERED IN GOOD CONDITION.
 AW6839
 AW6839                          STATION RECOVERY (2004)
 AW6839
 AW6839'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0909 ***********************************************************************
 DO0909  DESIGNATION -  ALVIS ET
 DO0909  PID         -  DO0909
 DO0909  STATE/COUNTY-  TX/HASKELL
 DO0909  USGS QUAD   -  JUD (1965)
 DO0909
 DO0909                         *CURRENT SURVEY CONTROL
 DO0909  ___________________________________________________________________
 DO0909* NAD 83(1993)-  33 20 22.33466(N)    099 54 57.65791(W)     ADJUSTED  
 DO0909* NAVD 88     -       500.7    (meters)    1643.     (feet)  VERTCON   
 DO0909  ___________________________________________________________________
 DO0909  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 DO0909  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0909
 DO0909  HORZ ORDER  -  SECOND
 DO0909
 DO0909.The horizontal coordinates were established by classical geodetic methods
 DO0909.and adjusted by the National Geodetic Survey in February 1996..
 DO0909
 DO0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0909
 DO0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0909
 DO0909.The geoid height was determined by GEOID03.
 DO0909
 DO0909;                    North         East     Units Scale Factor Converg.
 DO0909;SPC TXNC     - 2,186,393.773   468,197.056   MT  0.99988520   -0 46 20.2
 DO0909;SPC TXNC     - 7,173,193.57  1,536,076.51   sFT  0.99988520   -0 46 20.2
 DO0909;UTM  14      - 3,689,303.641   414,757.404   MT  0.99968958   -0 30 12.5
 DO0909
 DO0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0909!SPC TXNC     -   0.99992587  x   0.99988520  =   0.99981108
 DO0909!UTM  14      -   0.99992587  x   0.99968958  =   0.99961547
 DO0909
 DO0909:                Primary Azimuth Mark                     Grid Az
 DO0909:SPC TXNC     -  KNOX CITY MUN TANK                       046 45 49.6
 DO0909:UTM  14      -  KNOX CITY MUN TANK                       046 29 41.9
 DO0909
 DO0909|---------------------------------------------------------------------|
 DO0909| PID    Reference Object                     Distance      Geod. Az  |
 DO0909|                                                           dddmmss.s |
 DO0909| DO0902 KNOX CITY MUN TANK                  APPROX.12.4 KM 0455929.4 |
 DO0909| DO0903 OBRIEN MUN TANK                     APPROX. 8.4 KM 0563730.5 |
 DO0909| DO0907 ROCHESTER ET                        APPROX. 7.1 KM 1103443.6 |
 DO0909| DO0908 ROCHESTER MUN TANK                  APPROX. 6.3 KM 1152631.4 |
 DO0909| CX7497 ALVIS ET RM 1                        16.644 METERS 19654     |
 DO0909| CX7498 ALVIS ET RM 2                        15.063 METERS 33706     |
 DO0909|---------------------------------------------------------------------|
 DO0909
 DO0909                          SUPERSEDED SURVEY CONTROL
 DO0909
 DO0909  NAD 83(1993)-  33 20 22.33646(N)    099 54 57.65803(W) AD(       ) 2
 DO0909  NAD 83(1986)-  33 20 22.34117(N)    099 54 57.65026(W) AD(       ) 2
 DO0909  NAD 27      -  33 20 21.99354(N)    099 54 56.30839(W) AD(       ) 2
 DO0909  NGVD 29 (07/19/86)  500.5    (m)         1642.     (f) VERT ANG       
 DO0909
 DO0909.Superseded values are not recommended for survey control.
 DO0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0909.See file dsdata.txt to determine how the superseded data were derived.
 DO0909
 DO0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1475789304(NAD 83)
 DO0909_MARKER: DD = SURVEY DISK
 DO0909_SETTING: 0 = UNSPECIFIED SETTING
 DO0909
 DO0909  HISTORY     - Date     Condition        Report By
 DO0909  HISTORY     - 1966     MONUMENTED       USGS
 DO0909
 DO0909                          STATION DESCRIPTION
 DO0909
 DO0909'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DO0909'THE STATION IS LOCATED SOUTH 47 DEG WEST ABOUT 8 MILES (AIRLINE)
 DO0909'FROM KNOX CITY, TEXAS.  NORTH 64 DEG WEST ABOUT 4 MILES (AIRLINE)
 DO0909'FROM ROCHESTER, TEXAS.  ON LAND OWNED BY THE ALVIS FAMILY OF
 DO0909'ROCHESTER.  ON THE SOUTH END OF A SANDHILL.  115 FEET WSW OF A
 DO0909'WINDMILL.  29.5 FEET EAST OF A FENCE LINE.  2.9 FEET WEST OF A
 DO0909'USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE STATION SITE
 DO0909'CAN BE LOCATED FROM THE WICHITA FALLS (NI 14-8) 1--250,000
 DO0909'SERIES MAP.
 DO0909'
 DO0909'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0909'
 DO0909'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0909'ROD DRIVEN TO A DEPTH OF 20 FEET, CENTERED IN A 6 INCH TILE,
 DO0909'12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH
 DO0909'THE GROUND AND IS STAMPED ALVIS ET 1966.
 DO0909'
 DO0909'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMPED TO A
 DO0909'COPPER-COATED ROD DRIVEN TO A DEPTH OF 20 FEET, CENTERED IN A
 DO0909'6 INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  RM NO. 1 IS
 DO0909'LOCATED ONE FOOT EAST OF FENCE LINE, 54.61 FEET (16.644 METERS)
 DO0909'SW OF THE STATION MARK AND IS STAMPED ALVIS ET NO. 1 1966.
 DO0909'
 DO0909'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0909'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH
 DO0909'THE GROUND CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED
 DO0909'WITH GRAVEL.  RM NO. 2 IS LOCATED 22 FEET EAST OF FENCE LINE,
 DO0909'49.42 FEET (15.063 METERS) NNW OF THE STATION MARK AND IS
 DO0909'STAMPED ALVIS ET NO. 2 1966.
 DO0909'
 DO0909'USGS STATION ROCHESTER ET IS VISIBLE FROM THE GROUND AT THIS
 DO0909'STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1352 ***********************************************************************
 DN1352  DESIGNATION -  ALVORD MUNICIPAL TANK
 DN1352  PID         -  DN1352
 DN1352  STATE/COUNTY-  TX/WISE
 DN1352  USGS QUAD   -  ALVORD (1976)
 DN1352
 DN1352                         *CURRENT SURVEY CONTROL
 DN1352  ___________________________________________________________________
 DN1352* NAD 83(1993)-  33 21 46.09850(N)    097 41 33.27361(W)     ADJUSTED  
 DN1352* NAVD 88     -                                                        
 DN1352  ___________________________________________________________________
 DN1352  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 DN1352  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DN1352
 DN1352  HORZ ORDER  -  THIRD
 DN1352
 DN1352.The horizontal coordinates were established by classical geodetic methods
 DN1352.and adjusted by the National Geodetic Survey in February 1996..
 DN1352
 DN1352
 DN1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1352
 DN1352.The geoid height was determined by GEOID03.
 DN1352
 DN1352;                    North         East     Units Scale Factor Converg.
 DN1352;SPC TXNC     - 2,188,374.569   675,136.825   MT  0.99988732   +0 26 25.3
 DN1352;SPC TXNC     - 7,179,692.23  2,215,011.40   sFT  0.99988732   +0 26 25.3
 DN1352;UTM  14      - 3,692,272.012   621,635.996   MT  0.99978241   +0 43 08.7
 DN1352
 DN1352                          SUPERSEDED SURVEY CONTROL
 DN1352
 DN1352  NAD 83(1993)-  33 21 46.10043(N)    097 41 33.26716(W) AD(       ) 4
 DN1352  NAD 83(1986)-  33 21 46.10264(N)    097 41 33.25999(W) AD(       ) 4
 DN1352  NAD 27      -  33 21 45.69700(N)    097 41 32.14700(W) AD(       ) 3
 DN1352
 DN1352.Superseded values are not recommended for survey control.
 DN1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1352.See file dsdata.txt to determine how the superseded data were derived.
 DN1352
 DN1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2163692272(NAD 83)
 DN1352_MARKER: 53 = ELEVATED TANK
 DN1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1352+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 DN1352
 DN1352  HISTORY     - Date     Condition        Report By
 DN1352  HISTORY     - 1956     FIRST OBSERVED   CGS
 DN1352  HISTORY     - 19970927 GOOD             USPSQD
 DN1352  HISTORY     - 20040806 GOOD             USPSQD
 DN1352
 DN1352                          STATION DESCRIPTION
 DN1352
 DN1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1352'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE TOWN
 DN1352'OF ALVORD.  A 4-LEGGED STEEL STRUCTURE SUPPORTS THE TANK PROPER.
 DN1352'IT IS PAINTED SILVER COLOR AND HAS AN OVERALL HEIGHT OF 140 FEET.
 DN1352'THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 DN1352'
 DN1352'TO REACH THE STATION FROM THE POST OFFICE IN ALVORD GO NORTHEAST
 DN1352'ON THE MAIN STREET FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 DN1352
 DN1352                          STATION RECOVERY (1997)
 DN1352
 DN1352'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1352'RECOVERED IN GOOD CONDITION.
 DN1352
 DN1352                          STATION RECOVERY (2004)
 DN1352
 DN1352'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DN1352'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6373 ***********************************************************************
 AC6373  SACS        -  This is a Secondary Airport Control Station.
 AC6373  DESIGNATION -  AMA AP STA A
 AC6373  PID         -  AC6373
 AC6373  STATE/COUNTY-  TX/POTTER
 AC6373  USGS QUAD   -  PULLMAN (1973)
 AC6373
 AC6373                         *CURRENT SURVEY CONTROL
 AC6373  ___________________________________________________________________
 AC6373* NAD 83(1993)-  35 13 52.69013(N)    101 42 02.48296(W)     ADJUSTED  
 AC6373* NAVD 88     -      1097.29   (meters)    3600.0    (feet)  GPS OBS   
 AC6373  ___________________________________________________________________
 AC6373  X           -  -1,057,909.643 (meters)                     COMP
 AC6373  Y           -  -5,108,142.780 (meters)                     COMP
 AC6373  Z           -   3,659,475.562 (meters)                     COMP
 AC6373  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AC6373  ELLIP HEIGHT-        1071.05  (meters)          (02/05/01) GPS OBS
 AC6373  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AC6373
 AC6373  HORZ ORDER  -  FIRST
 AC6373  ELLP ORDER  -  FOURTH    CLASS II
 AC6373
 AC6373.This mark is at Amarillo Intl (AMA) Airport (AMA)
 AC6373
 AC6373.The horizontal coordinates were established by GPS observations
 AC6373.and adjusted by the National Geodetic Survey in June 1997..
 AC6373
 AC6373.The orthometric height was determined by GPS observations and a
 AC6373.high-resolution geoid model.
 AC6373
 AC6373.GPS derived orthometric heights for airport stations designated as
 AC6373.PACS or SACS are published to 2 decimal places.  This maintains
 AC6373.centimeter relative accuracy between the PACS and SACS.  It does
 AC6373.not indicate centimeter accuracy relative to other marks which are
 AC6373.part of the NAVD 88 network.
 AC6373
 AC6373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6373
 AC6373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6373
 AC6373.The ellipsoidal height was determined by GPS observations
 AC6373.and is referenced to NAD 83.
 AC6373
 AC6373.The geoid height was determined by GEOID03.
 AC6373
 AC6373;                    North         East     Units Scale Factor Converg.
 AC6373;SPC TX N     - 1,136,615.060   181,732.652   MT  0.99991615   -0 06 58.7
 AC6373;SPC TX N     - 3,729,044.58    596,234.54   sFT  0.99991615   -0 06 58.7
 AC6373;UTM  14      - 3,902,037.172   254,222.409   MT  1.00034451   -1 33 31.5
 AC6373
 AC6373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6373!SPC TX N     -   0.99983191  x   0.99991615  =   0.99974808
 AC6373!UTM  14      -   0.99983191  x   1.00034451  =   1.00017637
 AC6373
 AC6373:                Primary Azimuth Mark                     Grid Az
 AC6373:SPC TX N     -  AMA ARP                                  219 19 36.8
 AC6373:UTM  14      -  AMA ARP                                  220 46 09.6
 AC6373
 AC6373|---------------------------------------------------------------------|
 AC6373| PID    Reference Object                     Distance      Geod. Az  |
 AC6373|                                                           dddmmss.s |
 AC6373| AB3282 AMA ARP                             APPROX. 1.4 KM 2191238.1 |
 AC6373|---------------------------------------------------------------------|
 AC6373
 AC6373                          SUPERSEDED SURVEY CONTROL
 AC6373
 AC6373.No superseded survey control is available for this station.
 AC6373
 AC6373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5422202037(NAD 83)
 AC6373_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6373_STAMPING: AP 1964 STA. A
 AC6373_MARK LOGO: CGS   
 AC6373_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6373+STABILITY: SURFACE MOTION
 AC6373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6373+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 AC6373
 AC6373  HISTORY     - Date     Condition        Report By
 AC6373  HISTORY     - 1964     MONUMENTED       CGS
 AC6373  HISTORY     - 19920615 GOOD             NGS
 AC6373  HISTORY     - 19950601 GOOD             NGS
 AC6373
 AC6373                          STATION DESCRIPTION
 AC6373
 AC6373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC6373'THE STATION IS LOCATED AT THE NORTHEAST PART OF AMARILLO INTL AIRPORT,
 AC6373'NEAR THE INTERSECTION OF RUNWAY 4-22 AND THE ABANDONED PAVEMENT OF
 AC6373'RUNWAY 13-31 AND THE OLD OVERRUN OF END.  THE STATION IS 210.0 FT
 AC6373'(64.0 M) NORTHWEST OF THE CENTERLINE OF 22, 365.0 FT (111.3 M)
 AC6373'SOUTHWEST OF THE SOUTHWEST EDGE OF THE ABANDONED PAVEMENT OF RUNWAY
 AC6373'13-31, 29.2 FT (8.9 M) WEST OF THE SOUTHWEST CORNER OF THE THRESHOLD
 AC6373'LIGHT BAR, 27.8 FT (8.5 M) NORTHEAST OF THE NORTHEAST EDGE OF CLOSED
 AC6373'TAXIWAY, AND 29.6 FT (9.0 M) WEST OF THE NORTHWESTERMOST THRESHOLD
 AC6373'LIGHT.  THE MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA A
 AC6373'AND SET IN A CONCRETE MONUMENT, 0.1 FT (3.0 CM) BENEATH THE GROUND.
 AC6373
 AC6373                          STATION RECOVERY (1995)
 AC6373
 AC6373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6373'THE STATION IS LOCATED ON THE EAST SIDE OF AMARILLO, AT THE AMARILLO
 AC6373'INTERNATIONAL AIRPORT.  NEAR THE NORTHWEST END OF RUNWAY END 22, AND
 AC6373'NORTHEAST OF AN ABANDONED TAXI, IN THE GRASS, IN LINE WITH THE
 AC6373'CONCRETE END OF THE RUNWAY.  OWNERSHIP--CITY OF AMARILLO, P.O.  BOX
 AC6373'1971 AMARILLO, TX.  79186.  AIRPORT MANAGER RICHARD A.  MCCONNELL,
 AC6373'PHONE 806-335-1671.  NOTE--CONTACT 24-HOURS IN ADVANCE, ESCORT
 AC6373'REQUIRED.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 AC6373'AIRPORT BOULEVARD (EXIT 77) , ON THE EAST EDGE OF AMARILLO.  GO
 AC6373'NORTHERLY 3.76 KM (2.35 MI) ALONG THE BOULEVARD TO THE AIRPORT
 AC6373'TERMINAL.  STATION IS 19.6 M (64.3 FT) NORTHEAST OF THE ABANDONED TAXI
 AC6373'CENTER, 18.3 M (60.0 FT) NORTHWEST OF THE NORTH CORNER OF THE RUNWAY,
 AC6373'IN LINE WITH THE CONCRETE END OF THE RUNWAY, 8.3 M (27.2 FT) WEST OF
 AC6373'THE WEST CORNER OF A CONCRETE THRESHOLD LIGHT BAR, 0.5 M (1.6 FT)
 AC6373'BELOW THE LEVEL OF THE RUNWAY, 0.4 M (1.3 FT) NORTH OF A WITNESS POST,
 AC6373'0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS 0.1 M (0.3
 AC6373'FT) BELOW THE GROUND SURFACE.  NOTE--THIS STATION SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6374 ***********************************************************************
 AC6374  SACS        -  This is a Secondary Airport Control Station.
 AC6374  DESIGNATION -  AMA AP STA B
 AC6374  PID         -  AC6374
 AC6374  STATE/COUNTY-  TX/POTTER
 AC6374  USGS QUAD   -  PULLMAN (1973)
 AC6374
 AC6374                         *CURRENT SURVEY CONTROL
 AC6374  ___________________________________________________________________
 AC6374* NAD 83(1993)-  35 12 19.91790(N)    101 43 59.47618(W)     ADJUSTED  
 AC6374* NAVD 88     -      1098.20   (meters)    3603.0    (feet)  GPS OBS   
 AC6374  ___________________________________________________________________
 AC6374  X           -  -1,061,142.315 (meters)                     COMP
 AC6374  Y           -  -5,109,157.309 (meters)                     COMP
 AC6374  Z           -   3,657,140.000 (meters)                     COMP
 AC6374  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AC6374  ELLIP HEIGHT-        1072.02  (meters)          (02/05/01) GPS OBS
 AC6374  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AC6374
 AC6374  HORZ ORDER  -  FIRST
 AC6374  ELLP ORDER  -  FOURTH    CLASS II
 AC6374
 AC6374.This mark is at Amarillo Intl (AMA) Airport (AMA)
 AC6374
 AC6374.The horizontal coordinates were established by GPS observations
 AC6374.and adjusted by the National Geodetic Survey in June 1997..
 AC6374
 AC6374.The orthometric height was determined by GPS observations and a
 AC6374.high-resolution geoid model.
 AC6374
 AC6374.GPS derived orthometric heights for airport stations designated as
 AC6374.PACS or SACS are published to 2 decimal places.  This maintains
 AC6374.centimeter relative accuracy between the PACS and SACS.  It does
 AC6374.not indicate centimeter accuracy relative to other marks which are
 AC6374.part of the NAVD 88 network.
 AC6374
 AC6374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6374
 AC6374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6374
 AC6374.The ellipsoidal height was determined by GPS observations
 AC6374.and is referenced to NAD 83.
 AC6374
 AC6374.The geoid height was determined by GEOID03.
 AC6374
 AC6374;                    North         East     Units Scale Factor Converg.
 AC6374;SPC TX N     - 1,133,762.748   178,767.843   MT  0.99991771   -0 08 06.5
 AC6374;SPC TX N     - 3,719,686.62    586,507.50   sFT  0.99991771   -0 08 06.5
 AC6374;UTM  14      - 3,899,259.154   251,185.439   MT  1.00036303   -1 34 35.5
 AC6374
 AC6374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6374!SPC TX N     -   0.99983176  x   0.99991771  =   0.99974948
 AC6374!UTM  14      -   0.99983176  x   1.00036303  =   1.00019473
 AC6374
 AC6374                          SUPERSEDED SURVEY CONTROL
 AC6374
 AC6374.No superseded survey control is available for this station.
 AC6374
 AC6374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5118599259(NAD 83)
 AC6374_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6374_STAMPING: AP 1964 STA. B
 AC6374_MARK LOGO: CGS   
 AC6374_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6374+STABILITY: SURFACE MOTION
 AC6374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6374+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 AC6374
 AC6374  HISTORY     - Date     Condition        Report By
 AC6374  HISTORY     - 1964     MONUMENTED       CGS
 AC6374  HISTORY     - 19921115 GOOD             NGS
 AC6374  HISTORY     - 19950601 GOOD             NGS
 AC6374
 AC6374                          STATION DESCRIPTION
 AC6374
 AC6374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (DRM)
 AC6374'IN THE SW PART OF THE AIRPORT NEAR RW END 3.  210 FT (64.0 M) NW OF CL
 AC6374'OF RW END 3 AND 60 FT (18.3 M) NW OF THE EXACT CORNER OF RW END 3,
 AC6374'29.5 FT (9.0 M) NW OF NW END OF CONCRETE THRESHOLD LITE BAR.  A
 AC6374'STANDARD TOPO DISK STAMPED AP 1964 STA B SET IN THE TOP OF A CONCRETE
 AC6374'MONUMENT FLUSH WITH THE GROUND.
 AC6374
 AC6374                          STATION RECOVERY (1995)
 AC6374
 AC6374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6374'THE STATION IS LOCATED ON THE EAST SIDE OF AMARILLO, AT THE AMARILLO
 AC6374'INTERNATIONAL AIRPORT.  NEAR THE SOUTHWEST END OF RUNWAY 4, IN THE
 AC6374'GRASS, NORTHWEST OF AND IN LINE WITH THE CONCRETE RUNWAY 4 END.
 AC6374'OWNERSHIP--CITY OF AMARILLO, P.O.  BOX 1971 AMARILLO, TX.  79186.
 AC6374'AIRPORT MANAGER RICHARD A.  MCCONNELL, PHONE 806-335-1671.
 AC6374'NOTE--CONTACT 24-HOURS IN ADVANCE, ESCORT REQUIRED.  TO REACH THE
 AC6374'STATION FROM THE JUNCTION OF INTERSTATE 40 AND AIRPORT BOULEVARD (EXIT
 AC6374'77) , ON THE EAST EDGE OF AMARILLO.  GO NORTHERLY 3.76 KM (2.35 MI)
 AC6374'ALONG THE BOULEVARD TO THE AIRPORT TERMINAL.  STATION IS 18.3 M (60.0
 AC6374'FT) NORTHWEST OF THE WEST CORNER OF THE RUNWAY, 8.2 M (26.9 FT) NORTH
 AC6374'OF THE NORTH CORNER OF THE CONCRETE LIGHT BAR, 0.6 M (2.0 FT) BELOW
 AC6374'THE LEVEL OF THE RUNWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M
 AC6374'(1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M
 AC6374'(0.3 FT) BELOW THE GROUND SURFACE. NOTE--THIS STATION SELECTED AS A
 AC6374'SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3282 ***********************************************************************
 AB3282  PACS        -  This is a Primary Airport Control Station.
 AB3282  DESIGNATION -  AMA ARP
 AB3282  PID         -  AB3282
 AB3282  STATE/COUNTY-  TX/POTTER
 AB3282  USGS QUAD   -  PULLMAN (1973)
 AB3282
 AB3282                         *CURRENT SURVEY CONTROL
 AB3282  ___________________________________________________________________
 AB3282* NAD 83(1993)-  35 13 16.41173(N)    101 42 38.55134(W)     ADJUSTED  
 AB3282* NAVD 88     -      1097.50   (meters)    3600.7    (feet)  GPS OBS   
 AB3282  ___________________________________________________________________
 AB3282  X           -  -1,058,933.812 (meters)                     COMP
 AB3282  Y           -  -5,108,589.464 (meters)                     COMP
 AB3282  Z           -   3,658,562.246 (meters)                     COMP
 AB3282  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AB3282  ELLIP HEIGHT-        1071.28  (meters)          (10/24/00) GPS OBS
 AB3282  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AB3282
 AB3282  HORZ ORDER  -  B
 AB3282  ELLP ORDER  -  FOURTH    CLASS II
 AB3282
 AB3282.This mark is at Amarillo Intl (AMA) Airport (AMA)
 AB3282
 AB3282.The horizontal coordinates were established by GPS observations
 AB3282.and adjusted by the National Geodetic Survey in February 1996..
 AB3282
 AB3282.The orthometric height was determined by GPS observations and a
 AB3282.high-resolution geoid model.
 AB3282
 AB3282.GPS derived orthometric heights for airport stations designated as
 AB3282.PACS or SACS are published to 2 decimal places.  This maintains
 AB3282.centimeter relative accuracy between the PACS and SACS.  It does
 AB3282.not indicate centimeter accuracy relative to other marks which are
 AB3282.part of the NAVD 88 network.
 AB3282
 AB3282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3282
 AB3282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3282
 AB3282.The ellipsoidal height was determined by GPS observations
 AB3282.and is referenced to NAD 83.
 AB3282
 AB3282.The geoid height was determined by GEOID03.
 AB3282
 AB3282;                    North         East     Units Scale Factor Converg.
 AB3282;SPC TX N     - 1,135,499.027   180,818.313   MT  0.99991674   -0 07 19.6
 AB3282;SPC TX N     - 3,725,383.06    593,234.75   sFT  0.99991674   -0 07 19.6
 AB3282;UTM  14      - 3,900,944.034   253,279.865   MT  1.00035024   -1 33 50.9
 AB3282
 AB3282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3282!SPC TX N     -   0.99983188  x   0.99991674  =   0.99974863
 AB3282!UTM  14      -   0.99983188  x   1.00035024  =   1.00018206
 AB3282
 AB3282:                Primary Azimuth Mark                     Grid Az
 AB3282:SPC TX N     -  AMA AP STA A                             039 19 36.9
 AB3282:UTM  14      -  AMA AP STA A                             040 46 08.2
 AB3282
 AB3282|---------------------------------------------------------------------|
 AB3282| PID    Reference Object                     Distance      Geod. Az  |
 AB3282|                                                           dddmmss.s |
 AB3282| AC6373 AMA AP STA A                        APPROX. 1.4 KM 0391217.3 |
 AB3282|---------------------------------------------------------------------|
 AB3282
 AB3282                          SUPERSEDED SURVEY CONTROL
 AB3282
 AB3282  ELLIP H (02/20/96) 1071.28   (m)                       GP(       ) 1 2
 AB3282
 AB3282.Superseded values are not recommended for survey control.
 AB3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3282.See file dsdata.txt to determine how the superseded data were derived.
 AB3282
 AB3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5328000944(NAD 83)
 AB3282_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3282_STAMPING: ARP 1964
 AB3282_MARK LOGO: CGS   
 AB3282_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3282+STABILITY: SURFACE MOTION
 AB3282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3282+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 AB3282
 AB3282  HISTORY     - Date     Condition        Report By
 AB3282  HISTORY     - 1964     MONUMENTED       CGS
 AB3282  HISTORY     - 19921115 GOOD             NGS
 AB3282  HISTORY     - 19950601 GOOD             NGS
 AB3282
 AB3282                          STATION DESCRIPTION
 AB3282
 AB3282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (JDH)
 AB3282'THIS STATION IS LOCATED ABOUT IN THE CENTER OF THE FIELD ACROSS THE
 AB3282'RAMP AND TAXIWAY FROM THE TERMINAL BUILDING.  IT IS 685 FT (208.8 M)
 AB3282'NE TO THE C/L OF THE TAXIWAY LEADING TO THE SOUTH EDGE OF THE RAMP,
 AB3282'218.93 FT (66.73 M) EAST OF THE 2ND RWY LT NORTH OF THE TAXIWAY,
 AB3282'217.35 FT (66.25 M) SE OF THE THIRD RWY LT NORTH OF THE TAXIWAY, AND
 AB3282'199 FT (60.7 M) SE OF THE SE EDGE OF THE RUNWAY.  IT IS A STANDARD
 AB3282'TOPO DISK STAMPED ARP 1964 SET IN THE TOP OF A CONCRETE MONUMENT AND
 AB3282'SET FLUSH WITH THE GROUND.
 AB3282
 AB3282                          STATION RECOVERY (1995)
 AB3282
 AB3282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3282'THE STATION IS LOCATED ON THE EAST SIDE OF AMARILLO, AT THE AMARILLO
 AB3282'INTERNATIONAL AIRPORT.  NEAR THE CENTER OF THE AIRPORT, IN THE GRASS
 AB3282'MEDIAN IN FRONT OF THE TERMINAL, 208.7 M (684.7 FT)  NORTHEAST OF THE
 AB3282'CONNECTOR CENTERLINE, 60.6 M (198.8 FT)  SOUTHEAST OF THE RUNWAY EDGE.
 AB3282'OWNERSHIP--CITY OF AMARILLO, P.O.  BOX 1971 AMARILLO, TX. 79186.
 AB3282'AIRPORT MANAGER RICHARD A.  MCCONNELL, PHONE 806-335-1671.
 AB3282'NOTE--CONTACT 24-HOURS IN ADVANCE, ESCORT REQUIRED.  TO REACH THE
 AB3282'STATION FROM THE JUNCTION OF INTERSTATE 40 AND AIRPORT BOULEVARD (EXIT
 AB3282'77) , ON THE EAST EDGE OF AMARILLO.  GO NORTHERLY 3.76 KM (2.35 MI)
 AB3282'ALONG THE BOULEVARD TO THE AIRPORT TERMINAL.  STATION IS 71.8 M (235.6
 AB3282'FT)  SOUTH OF THE 4TH RUNWAY LIGHT, 65.6 M (215.2 FT) EAST OF THE 3RD
 AB3282'RUNWAY LIGHT, 60.6 M (198.8 FT)  SOUTHEAST OF THE SOUTHEAST RUNWAY
 AB3282'EDGE, 1.7 M (5.6 FT)  BELOW THE LEVEL OF THE RUNWAY, 0.3 M (1.0 FT)
 AB3282'SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 AB3282'POST, AND THE MONUMENT IS 0.1 M (0.3 FT)  BELOW THE GROUND SURFACE.
 AB3282'BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1808 ***********************************************************************
 FL1808  DESIGNATION -  AMARILLO AMER SMELT REFIN STK
 FL1808  PID         -  FL1808
 FL1808  STATE/COUNTY-  TX/POTTER
 FL1808  USGS QUAD   -  AMARILLO EAST (1973)
 FL1808
 FL1808                         *CURRENT SURVEY CONTROL
 FL1808  ___________________________________________________________________
 FL1808* NAD 83(1993)-  35 13 59.25557(N)    101 52 09.10896(W)     ADJUSTED  
 FL1808* NAVD 88     -                                                        
 FL1808  ___________________________________________________________________
 FL1808  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 FL1808  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1808
 FL1808  HORZ ORDER  -  THIRD
 FL1808
 FL1808.The horizontal coordinates were established by classical geodetic methods
 FL1808.and adjusted by the National Geodetic Survey in February 1996..
 FL1808
 FL1808
 FL1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1808
 FL1808.The geoid height was determined by GEOID03.
 FL1808
 FL1808;                    North         East     Units Scale Factor Converg.
 FL1808;SPC TX N     - 1,136,861.582   166,395.456   MT  0.99991605   -0 12 50.3
 FL1808;SPC TX N     - 3,729,853.37    545,915.76   sFT  0.99991605   -0 12 50.3
 FL1808;UTM  14      - 3,902,669.966   238,888.985   MT  1.00044032   -1 39 22.3
 FL1808
 FL1808                          SUPERSEDED SURVEY CONTROL
 FL1808
 FL1808  NAD 83(1986)-  35 13 59.26337(N)    101 52 09.09998(W) AD(       ) 4
 FL1808  NAD 27      -  35 13 59.07600(N)    101 52 07.42400(W) AD(       ) 3
 FL1808
 FL1808.Superseded values are not recommended for survey control.
 FL1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1808.See file dsdata.txt to determine how the superseded data were derived.
 FL1808
 FL1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3888902670(NAD 83)
 FL1808_MARKER: 63 = STACK
 FL1808
 FL1808  HISTORY     - Date     Condition        Report By
 FL1808  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1808
 FL1808                          STATION DESCRIPTION
 FL1808
 FL1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1808'THE STATION IS LOCATED IN THE NORTHWEST PART OF AMARILLO.
 FL1808'THE STACK IS CONSTRUCTED OF REINFORCED CONCRETE AND IS 400
 FL1808'FEET HIGH.  IT IS THE PROPERTY OF THE AMERICAN SMELTING AND
 FL1808'REFINING COMPANY.  THE CENTER OF THE TOP OF STACK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1801 ***********************************************************************
 FL1801  DESIGNATION -  AMARILLO BURRUS PANHAND ELEV
 FL1801  PID         -  FL1801
 FL1801  STATE/COUNTY-  TX/POTTER
 FL1801  USGS QUAD   -  AMARILLO EAST (1973)
 FL1801
 FL1801                         *CURRENT SURVEY CONTROL
 FL1801  ___________________________________________________________________
 FL1801* NAD 83(1993)-  35 13 07.47744(N)    101 48 02.38915(W)     ADJUSTED  
 FL1801* NAVD 88     -                                                        
 FL1801  ___________________________________________________________________
 FL1801  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 FL1801  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL1801
 FL1801  HORZ ORDER  -  THIRD
 FL1801
 FL1801.The horizontal coordinates were established by classical geodetic methods
 FL1801.and adjusted by the National Geodetic Survey in February 1996..
 FL1801
 FL1801
 FL1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1801
 FL1801.The geoid height was determined by GEOID03.
 FL1801
 FL1801;                    North         East     Units Scale Factor Converg.
 FL1801;SPC TX N     - 1,135,244.893   172,628.526   MT  0.99991688   -0 10 27.3
 FL1801;SPC TX N     - 3,724,549.29    566,365.42   sFT  0.99991688   -0 10 27.3
 FL1801;UTM  14      - 3,900,896.041   245,082.517   MT  1.00040093   -1 36 57.6
 FL1801
 FL1801                          SUPERSEDED SURVEY CONTROL
 FL1801
 FL1801  NAD 83(1986)-  35 13 07.48501(N)    101 48 02.38003(W) AD(       ) 4
 FL1801  NAD 27      -  35 13 07.30000(N)    101 48 00.66000(W) AD(       ) 3
 FL1801
 FL1801.Superseded values are not recommended for survey control.
 FL1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1801.See file dsdata.txt to determine how the superseded data were derived.
 FL1801
 FL1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4508300896(NAD 83)
 FL1801_MARKER: 65 = GRAIN ELEVATOR
 FL1801
 FL1801  HISTORY     - Date     Condition        Report By
 FL1801  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1801
 FL1801                          STATION DESCRIPTION
 FL1801
 FL1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1801'STATION IS LOCATED IN NORTHEAST AMARILLO, BETWEEN THE RAILROAD
 FL1801'TRACKS AND U.S. HIGHWAYS 60 AND 66.
 FL1801'
 FL1801'THE ELEVATOR IS A VERY LARGE REINFORCED CONCRETE STRUCTURE
 FL1801'KNOWN LOCALLY AS THE LARGEST IN THE WORLD.  IT IS THE PROPERTY
 FL1801'OF THE BURRUS PANHANDLE ELEVATORS.  THE RED LIGHT ON TOP
 FL1801'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1794 ***********************************************************************
 FL1794  DESIGNATION -  AMARILLO GAS CO RADIO MAST
 FL1794  PID         -  FL1794
 FL1794  STATE/COUNTY-  TX/POTTER
 FL1794  USGS QUAD   -  AMARILLO EAST (1973)
 FL1794
 FL1794                         *CURRENT SURVEY CONTROL
 FL1794  ___________________________________________________________________
 FL1794* NAD 83(1993)-  35 14 12.85164(N)    101 49 50.01922(W)     ADJUSTED  
 FL1794* NAVD 88     -                                                        
 FL1794  ___________________________________________________________________
 FL1794  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FL1794  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FL1794
 FL1794  HORZ ORDER  -  THIRD
 FL1794
 FL1794.The horizontal coordinates were established by classical geodetic methods
 FL1794.and adjusted by the National Geodetic Survey in February 1996..
 FL1794
 FL1794
 FL1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1794
 FL1794.The geoid height was determined by GEOID03.
 FL1794
 FL1794;                    North         East     Units Scale Factor Converg.
 FL1794;SPC TX N     - 1,137,268.103   169,913.520   MT  0.99991584   -0 11 29.7
 FL1794;SPC TX N     - 3,731,187.10    557,457.94   sFT  0.99991584   -0 11 29.7
 FL1794;UTM  14      - 3,902,987.969   242,417.976   MT  1.00041776   -1 38 02.5
 FL1794
 FL1794                          SUPERSEDED SURVEY CONTROL
 FL1794
 FL1794  NAD 83(1986)-  35 14 12.85936(N)    101 49 50.00995(W) AD(       ) 4
 FL1794  NAD 27      -  35 14 12.66600(N)    101 49 48.34600(W) AD(       ) 3
 FL1794
 FL1794.Superseded values are not recommended for survey control.
 FL1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1794.See file dsdata.txt to determine how the superseded data were derived.
 FL1794
 FL1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4241802988(NAD 83)
 FL1794_MARKER: 42 = RADIO/TV MAST
 FL1794
 FL1794  HISTORY     - Date     Condition        Report By
 FL1794  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1794  HISTORY     - 1956     GOOD             USGS
 FL1794
 FL1794                          STATION DESCRIPTION
 FL1794
 FL1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1794'STATION IS LOCATED AT THE NORTH EDGE OF AMARILLO ON THE
 FL1794'EAST SIDE OF U.S. HIGHWAY 287.
 FL1794'
 FL1794'THE MAST IS A STEEL STRUCTURE MOUNTED ON A CONCRETE BASE,
 FL1794'THAT IS 200 FEET HIGH.  IT IS THE PROPERTY OF THE AMARILLO
 FL1794'GAS COMPANY.
 FL1794'
 FL1794'THE CENTER OF TOP OF MAST WAS INTERSECTED.
 FL1794
 FL1794                          STATION RECOVERY (1956)
 FL1794
 FL1794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FL1794'THE NAME OF THE AMARILLO GAS CO. HAS BEEN CHANGED TO PIONEER
 FL1794'NATURAL GAS CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1855 ***********************************************************************
 FL1855  DESIGNATION -  AMARILLO GAS PUMP STA ELEV TK
 FL1855  PID         -  FL1855
 FL1855  STATE/COUNTY-  TX/POTTER
 FL1855  USGS QUAD   -  MARSH (1953)
 FL1855
 FL1855                         *CURRENT SURVEY CONTROL
 FL1855  ___________________________________________________________________
 FL1855* NAD 83(1993)-  35 32 17.26880(N)    101 53 40.38930(W)     ADJUSTED  
 FL1855* NAVD 88     -                                                        
 FL1855  ___________________________________________________________________
 FL1855  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 FL1855  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL1855
 FL1855  HORZ ORDER  -  THIRD
 FL1855
 FL1855.The horizontal coordinates were established by classical geodetic methods
 FL1855.and adjusted by the National Geodetic Survey in February 1996..
 FL1855
 FL1855
 FL1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1855
 FL1855.The geoid height was determined by GEOID03.
 FL1855
 FL1855;                    North         East     Units Scale Factor Converg.
 FL1855;SPC TX N     - 1,170,706.699   164,222.615   MT  0.99991307   -0 13 43.2
 FL1855;SPC TX N     - 3,840,893.56    538,787.03   sFT  0.99991307   -0 13 43.2
 FL1855;UTM  14      - 3,936,577.235   237,571.671   MT  1.00044876   -1 41 00.3
 FL1855
 FL1855                          SUPERSEDED SURVEY CONTROL
 FL1855
 FL1855  NAD 83(1993)-  35 32 17.27129(N)    101 53 40.38284(W) AD(       ) 4
 FL1855  NAD 83(1986)-  35 32 17.27663(N)    101 53 40.37902(W) AD(       ) 4
 FL1855  NAD 27      -  35 32 17.10900(N)    101 53 38.72100(W) AD(       ) 3
 FL1855
 FL1855.Superseded values are not recommended for survey control.
 FL1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1855.See file dsdata.txt to determine how the superseded data were derived.
 FL1855
 FL1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3757236577(NAD 83)
 FL1855_MARKER: 53 = ELEVATED TANK
 FL1855
 FL1855  HISTORY     - Date     Condition        Report By
 FL1855  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1855
 FL1855                          STATION DESCRIPTION
 FL1855
 FL1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1855'THE STATION IS LOCATED ABOUT 7-1/2 MILES AIRLINE SOUTHWEST
 FL1855'OF MASTERSON, 5-1/2 MILES NORTH OF THE BRIDGE OVER THE CANADIAN
 FL1855'RIVER ON U.S. HIGHWAY 87 AND 287 AND ABOUT 25 MILES AIRLINE
 FL1855'NORTH OF AMARILLO AND 2-1/2 MILES EAST OF U.S. HIGHWAY 87
 FL1855'AND 287.
 FL1855'
 FL1855'THE TANK IS THE WATER TANK AT THE AMARILLO GAS CO. PUMPING
 FL1855'STATION.  IT IS OF STEEL CONSTRUCTION AND HAS A CONICAL
 FL1855'TOP.  THE POINT ON TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1789 ***********************************************************************
 FL1789  DESIGNATION -  AMARILLO GREAT W MILL ELEV LT
 FL1789  PID         -  FL1789
 FL1789  STATE/COUNTY-  TX/POTTER
 FL1789  USGS QUAD   -  AMARILLO EAST (1973)
 FL1789
 FL1789                         *CURRENT SURVEY CONTROL
 FL1789  ___________________________________________________________________
 FL1789* NAD 83(1993)-  35 12 41.75686(N)    101 48 37.06370(W)     ADJUSTED  
 FL1789* NAVD 88     -                                                        
 FL1789  ___________________________________________________________________
 FL1789  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 FL1789  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL1789
 FL1789  HORZ ORDER  -  THIRD
 FL1789
 FL1789.The horizontal coordinates were established by classical geodetic methods
 FL1789.and adjusted by the National Geodetic Survey in February 1996..
 FL1789
 FL1789
 FL1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1789
 FL1789.The geoid height was determined by GEOID03.
 FL1789
 FL1789;                    North         East     Units Scale Factor Converg.
 FL1789;SPC TX N     - 1,134,455.017   171,749.190   MT  0.99991732   -0 10 47.4
 FL1789;SPC TX N     - 3,721,957.83    563,480.47   sFT  0.99991732   -0 10 47.4
 FL1789;UTM  14      - 3,900,128.164   244,183.151   MT  1.00040659   -1 37 16.6
 FL1789
 FL1789                          SUPERSEDED SURVEY CONTROL
 FL1789
 FL1789  NAD 83(1986)-  35 12 41.76412(N)    101 48 37.05435(W) AD(       ) 4
 FL1789  NAD 27      -  35 12 41.57300(N)    101 48 35.38600(W) AD(       ) 3
 FL1789
 FL1789.Superseded values are not recommended for survey control.
 FL1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1789.See file dsdata.txt to determine how the superseded data were derived.
 FL1789
 FL1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4418300128(NAD 83)
 FL1789_MARKER: 65 = GRAIN ELEVATOR
 FL1789
 FL1789  HISTORY     - Date     Condition        Report By
 FL1789  HISTORY     - 1921     FIRST OBSERVED   CGS
 FL1789
 FL1789                          STATION DESCRIPTION
 FL1789
 FL1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL1789'STATION IS THE COMBINED MILL AND ELEVATOR OF THE GREAT WEST
 FL1789'MILL AND ELEVATOR CO., ABOUT 2 MILES E OF AMARILLO.  IT IS
 FL1789'A CONCRETE STRUCTURE WITH ELEVATOR IN CENTER PROJECTING UPWARDS
 FL1789'TO A HEIGHT OF ABOUT 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1706 ***********************************************************************
 FL1706  DESIGNATION -  AMARILLO KANSAS CITY AWY BCN 3
 FL1706  PID         -  FL1706
 FL1706  STATE/COUNTY-  TX/CARSON
 FL1706  USGS QUAD   -  WHITE DEER (1965)
 FL1706
 FL1706                         *CURRENT SURVEY CONTROL
 FL1706  ___________________________________________________________________
 FL1706* NAD 83(1993)-  35 28 19.83793(N)    101 14 20.32333(W)     ADJUSTED  
 FL1706* NAVD 88     -                                                        
 FL1706  ___________________________________________________________________
 FL1706  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 FL1706  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL1706
 FL1706  HORZ ORDER  -  THIRD
 FL1706
 FL1706.The horizontal coordinates were established by classical geodetic methods
 FL1706.and adjusted by the National Geodetic Survey in February 1996..
 FL1706
 FL1706
 FL1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1706
 FL1706.The geoid height was determined by GEOID03.
 FL1706
 FL1706;                    North         East     Units Scale Factor Converg.
 FL1706;SPC TX N     - 1,163,349.744   223,688.339   MT  0.99991132   +0 09 04.6
 FL1706;SPC TX N     - 3,816,756.62    733,884.16   sFT  0.99991132   +0 09 04.6
 FL1706;UTM  14      - 3,927,711.835   296,853.058   MT  1.00010859   -1 17 59.1
 FL1706
 FL1706                          SUPERSEDED SURVEY CONTROL
 FL1706
 FL1706  NAD 83(1993)-  35 28 19.84010(N)    101 14 20.32090(W) AD(       ) 4
 FL1706  NAD 83(1986)-  35 28 19.84462(N)    101 14 20.31410(W) AD(       ) 4
 FL1706  NAD 27      -  35 28 19.68000(N)    101 14 18.73700(W) AD(       ) 3
 FL1706
 FL1706.Superseded values are not recommended for survey control.
 FL1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1706.See file dsdata.txt to determine how the superseded data were derived.
 FL1706
 FL1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9685327712(NAD 83)
 FL1706_MARKER: 21 = AIRPORT BEACON
 FL1706
 FL1706  HISTORY     - Date     Condition        Report By
 FL1706  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1706  HISTORY     - 1956     GOOD             CGS
 FL1706
 FL1706                          STATION DESCRIPTION
 FL1706
 FL1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1706'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST AIRLINE FROM
 FL1706'WHITE DEER, 12 MILES NORTHEAST FROM PANHANDLE AND 9 MILES
 FL1706'SOUTH SOUTHWEST FROM SKELLYTOWN, ON THE ROUTE FROM AMARILLO
 FL1706'TO KANSAS CITY.
 FL1706'
 FL1706'THE TOWER IS OF STEEL CONSTRUCTION SET IN A CONCRETE BASE AND
 FL1706'IS ABOUT 60 FEET HIGH.  THE LIGHT ON TOP WAS INTERSECTED.
 FL1706
 FL1706                          STATION RECOVERY (1956)
 FL1706
 FL1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1706'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1706'
 FL1706'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 60 AND F.M.
 FL1706'294 IN WHITE DEER, GO NORTHWEST FOR 0.7 MILE, TURN LEFT, GO
 FL1706'WEST FOR 3.3 MILES TO CROSSROAD.  TURN RIGHT, NORTH, AND GO
 FL1706'2.0 MILES TO STATION, 46 FEET ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2027 ***********************************************************************
 FL2027  DESIGNATION -  AMARILLO KANSAS CITY AWY BCN 6
 FL2027  PID         -  FL2027
 FL2027  STATE/COUNTY-  TX/ROBERTS
 FL2027  USGS QUAD   -  MIAMI (1972)
 FL2027
 FL2027                         *CURRENT SURVEY CONTROL
 FL2027  ___________________________________________________________________
 FL2027* NAD 83(1993)-  35 43 23.93644(N)    100 40 27.37908(W)     ADJUSTED  
 FL2027* NAVD 88     -                                                        
 FL2027  ___________________________________________________________________
 FL2027  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 FL2027  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FL2027
 FL2027  HORZ ORDER  -  THIRD
 FL2027
 FL2027.The horizontal coordinates were established by classical geodetic methods
 FL2027.and adjusted by the National Geodetic Survey in February 1996..
 FL2027
 FL2027
 FL2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2027
 FL2027.The geoid height was determined by GEOID03.
 FL2027
 FL2027;                    North         East     Units Scale Factor Converg.
 FL2027;SPC TX N     - 1,191,492.321   274,703.408   MT  0.99992504   +0 28 42.7
 FL2027;SPC TX N     - 3,909,087.72    901,256.10   sFT  0.99992504   +0 28 42.7
 FL2027;UTM  14      - 3,954,552.867   348,569.593   MT  0.99988258   -0 58 39.9
 FL2027
 FL2027                          SUPERSEDED SURVEY CONTROL
 FL2027
 FL2027  NAD 83(1993)-  35 43 23.93740(N)    100 40 27.37840(W) AD(       ) 4
 FL2027  NAD 83(1986)-  35 43 23.94287(N)    100 40 27.36715(W) AD(       ) 4
 FL2027  NAD 27      -  35 43 23.78900(N)    100 40 25.86500(W) AD(       ) 3
 FL2027
 FL2027.Superseded values are not recommended for survey control.
 FL2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2027.See file dsdata.txt to determine how the superseded data were derived.
 FL2027
 FL2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4857054553(NAD 83)
 FL2027_MARKER: 22 = AIRWAY BEACON
 FL2027
 FL2027  HISTORY     - Date     Condition        Report By
 FL2027  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2027
 FL2027                          STATION DESCRIPTION
 FL2027
 FL2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2027'THE ROTATING BEACON ON TOP OF A STANDARD CIVIL AERONAUTICS
 FL2027'AUTHORITY STRUCTURAL STEEL TOWER ABOUT 40 FEET HIGH AND LOCATED
 FL2027'APPROXIMATELY 3.0 MILES NORTHWEST OF MIAMI.  TO REACH FROM
 FL2027'MIAMI, TAKE TEXAS HIGHWAY 282 WESTERLY FOR 1.35 MILES TO A
 FL2027'Y, CONTINUE AHEAD, WESTERLY THEN NORTHERLY, ON FARM ROAD 283
 FL2027'FOR 2.40 MILES TO BEACON ON RIGHT.  THE TOP CENTER OF BEACON
 FL2027'WAS POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1814 ***********************************************************************
 FL1814  DESIGNATION -  AMARILLO MR DUNNS WATER TANK
 FL1814  PID         -  FL1814
 FL1814  STATE/COUNTY-  TX/POTTER
 FL1814  USGS QUAD   -  AMARILLO WEST (1973)
 FL1814
 FL1814                         *CURRENT SURVEY CONTROL
 FL1814  ___________________________________________________________________
 FL1814* NAD 83(1993)-  35 12 25.47739(N)    101 53 38.86327(W)     ADJUSTED  
 FL1814* NAVD 88     -                                                        
 FL1814  ___________________________________________________________________
 FL1814  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 FL1814  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FL1814
 FL1814  HORZ ORDER  -  THIRD
 FL1814
 FL1814.The horizontal coordinates were established by classical geodetic methods
 FL1814.and adjusted by the National Geodetic Survey in February 1996..
 FL1814
 FL1814
 FL1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1814
 FL1814.The geoid height was determined by GEOID03.
 FL1814
 FL1814;                    North         East     Units Scale Factor Converg.
 FL1814;SPC TX N     - 1,133,980.555   164,114.643   MT  0.99991761   -0 13 42.3
 FL1814;SPC TX N     - 3,720,401.20    538,432.79   sFT  0.99991761   -0 13 42.3
 FL1814;UTM  14      - 3,899,845.735   236,535.160   MT  1.00045555   -1 40 10.3
 FL1814
 FL1814                          SUPERSEDED SURVEY CONTROL
 FL1814
 FL1814  NAD 83(1986)-  35 12 25.48486(N)    101 53 38.85440(W) AD(       ) 4
 FL1814  NAD 27      -  35 12 25.30000(N)    101 53 37.18100(W) AD(       ) 3
 FL1814
 FL1814.Superseded values are not recommended for survey control.
 FL1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1814.See file dsdata.txt to determine how the superseded data were derived.
 FL1814
 FL1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3653599846(NAD 83)
 FL1814_MARKER: 53 = ELEVATED TANK
 FL1814
 FL1814  HISTORY     - Date     Condition        Report By
 FL1814  HISTORY     - 1932     FIRST OBSERVED   CGS
 FL1814  HISTORY     - 1951     GOOD             CGS
 FL1814
 FL1814                          STATION DESCRIPTION
 FL1814
 FL1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1814'THE STATION IS LOCATED IN THE WEST EDGE OF AMARILLO, JUST
 FL1814'WEST OF A GOLF COURSE ON PROPERTY OF A MR. DUNN AND IS ABOUT
 FL1814'200 YARDS NORTH OF U.S. HIGHWAY 66.
 FL1814'
 FL1814'THE TANK IS AN ELEVATED, SILVER, STEEL STRUCTURE ABOUT 125
 FL1814'FEET HIGH.  IT HAS A POINTED TOP.  THE CENTER OF THE TOP
 FL1814'OF THE TANK WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1795 ***********************************************************************
 FL1795  DESIGNATION -  AMARILLO NE MUNICIPAL TANK
 FL1795  PID         -  FL1795
 FL1795  STATE/COUNTY-  TX/POTTER
 FL1795  USGS QUAD   -  AMARILLO EAST (1973)
 FL1795
 FL1795                         *CURRENT SURVEY CONTROL
 FL1795  ___________________________________________________________________
 FL1795* NAD 83(1993)-  35 12 56.60154(N)    101 48 49.67486(W)     ADJUSTED  
 FL1795* NAVD 88     -                                                        
 FL1795  ___________________________________________________________________
 FL1795  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 FL1795  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL1795
 FL1795  HORZ ORDER  -  THIRD
 FL1795
 FL1795.The horizontal coordinates were established by classical geodetic methods
 FL1795.and adjusted by the National Geodetic Survey in February 1996..
 FL1795
 FL1795
 FL1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1795
 FL1795.The geoid height was determined by GEOID03.
 FL1795
 FL1795;                    North         East     Units Scale Factor Converg.
 FL1795;SPC TX N     - 1,134,913.466   171,431.704   MT  0.99991707   -0 10 54.7
 FL1795;SPC TX N     - 3,723,461.93    562,438.85   sFT  0.99991707   -0 10 54.7
 FL1795;UTM  14      - 3,900,594.683   243,877.148   MT  1.00040852   -1 37 24.5
 FL1795
 FL1795                          SUPERSEDED SURVEY CONTROL
 FL1795
 FL1795  NAD 83(1986)-  35 12 56.60915(N)    101 48 49.66586(W) AD(       ) 4
 FL1795  NAD 27      -  35 12 56.41600(N)    101 48 48.00500(W) AD(       ) 3
 FL1795
 FL1795.Superseded values are not recommended for survey control.
 FL1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1795.See file dsdata.txt to determine how the superseded data were derived.
 FL1795
 FL1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4387700595(NAD 83)
 FL1795_MARKER: 53 = ELEVATED TANK
 FL1795
 FL1795  HISTORY     - Date     Condition        Report By
 FL1795  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1795  HISTORY     - 1964     GOOD             CGS
 FL1795
 FL1795                          STATION DESCRIPTION
 FL1795
 FL1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1795'STATION IS LOCATED IN NORTHEAST AMARILLO, ABOUT 200 FEET
 FL1795'NORTHWEST OF THE INTERSECTION OF N OSAGE STREET AND NE 5TH
 FL1795'AVENUE.
 FL1795'
 FL1795'THE TANK IS A LARGE, ELEVATED, SILVER STEEL STRUCTURE THAT
 FL1795'IS 170 FEET HIGH WITH AN OVAL TOP.  THE CENTER OF THE TOP
 FL1795'WAS INTERSECTED.
 FL1795
 FL1795                          STATION RECOVERY (1964)
 FL1795
 FL1795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1795'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1796 ***********************************************************************
 FL1796  DESIGNATION -  AMARILLO PINKNEY PACKING CO TK
 FL1796  PID         -  FL1796
 FL1796  STATE/COUNTY-  TX/POTTER
 FL1796  USGS QUAD   -  AMARILLO EAST (1973)
 FL1796
 FL1796                         *CURRENT SURVEY CONTROL
 FL1796  ___________________________________________________________________
 FL1796* NAD 83(1993)-  35 12 38.52997(N)    101 48 27.37715(W)     ADJUSTED  
 FL1796* NAVD 88     -                                                        
 FL1796  ___________________________________________________________________
 FL1796  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 FL1796  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL1796
 FL1796  HORZ ORDER  -  THIRD
 FL1796
 FL1796.The horizontal coordinates were established by classical geodetic methods
 FL1796.and adjusted by the National Geodetic Survey in February 1996..
 FL1796
 FL1796
 FL1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1796
 FL1796.The geoid height was determined by GEOID03.
 FL1796
 FL1796;                    North         East     Units Scale Factor Converg.
 FL1796;SPC TX N     - 1,134,354.814   171,993.855   MT  0.99991738   -0 10 41.8
 FL1796;SPC TX N     - 3,721,629.09    564,283.17   sFT  0.99991738   -0 10 41.8
 FL1796;UTM  14      - 3,900,021.786   244,425.336   MT  1.00040506   -1 37 10.9
 FL1796
 FL1796                          SUPERSEDED SURVEY CONTROL
 FL1796
 FL1796  NAD 83(1986)-  35 12 38.53755(N)    101 48 27.36807(W) AD(       ) 4
 FL1796  NAD 27      -  35 12 38.34600(N)    101 48 25.69700(W) AD(       ) 3
 FL1796
 FL1796.Superseded values are not recommended for survey control.
 FL1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1796.See file dsdata.txt to determine how the superseded data were derived.
 FL1796
 FL1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4442500022(NAD 83)
 FL1796_MARKER: 53 = ELEVATED TANK
 FL1796
 FL1796  HISTORY     - Date     Condition        Report By
 FL1796  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1796
 FL1796                          STATION DESCRIPTION
 FL1796
 FL1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1796'THE STATION IS LOCATED IN THE EAST NORTHEAST SECTION OF AMARILLO
 FL1796'JUST NORTH OF THE RAILROAD TRACKS, AND IS THE PROPERTY OF THE
 FL1796'PINKNEY PACKING COMPANY.
 FL1796'
 FL1796'THE TANK IS AN ELEVATED, SILVER, STEEL STRUCTURE WITH A
 FL1796'POINTED TOP.  THE SIGN SUN-RAY MEATS IS PRINTED ON ITS SIDE.
 FL1796'
 FL1796'THE CENTER OF THE TOP OF THE TANK WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1798 ***********************************************************************
 FL1798  DESIGNATION -  AMARILLO POST OFFICE
 FL1798  PID         -  FL1798
 FL1798  STATE/COUNTY-  TX/POTTER
 FL1798  USGS QUAD   -  AMARILLO EAST (1973)
 FL1798
 FL1798                         *CURRENT SURVEY CONTROL
 FL1798  ___________________________________________________________________
 FL1798* NAD 83(1993)-  35 12 24.37443(N)    101 50 10.37911(W)     ADJUSTED  
 FL1798* NAVD 88     -                                                        
 FL1798  ___________________________________________________________________
 FL1798  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 FL1798  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL1798
 FL1798  HORZ ORDER  -  THIRD
 FL1798
 FL1798.The horizontal coordinates were established by classical geodetic methods
 FL1798.and adjusted by the National Geodetic Survey in February 1996..
 FL1798
 FL1798
 FL1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1798
 FL1798.The geoid height was determined by GEOID03.
 FL1798
 FL1798;                    North         East     Units Scale Factor Converg.
 FL1798;SPC TX N     - 1,133,927.091   169,387.408   MT  0.99991763   -0 11 41.5
 FL1798;SPC TX N     - 3,720,225.80    555,731.85   sFT  0.99991763   -0 11 41.5
 FL1798;UTM  14      - 3,899,659.579   241,807.658   MT  1.00042164   -1 38 09.8
 FL1798
 FL1798                          SUPERSEDED SURVEY CONTROL
 FL1798
 FL1798  NAD 83(1986)-  35 12 24.38168(N)    101 50 10.36938(W) AD(       ) 4
 FL1798  NAD 27      -  35 12 24.19100(N)    101 50 08.69700(W) AD(       ) 3
 FL1798
 FL1798.Superseded values are not recommended for survey control.
 FL1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1798.See file dsdata.txt to determine how the superseded data were derived.
 FL1798
 FL1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4180899660(NAD 83)
 FL1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1798+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 FL1798
 FL1798  HISTORY     - Date     Condition        Report By
 FL1798  HISTORY     - 1921     FIRST OBSERVED   CGS
 FL1798  HISTORY     - 20050805 GOOD             USPSQD
 FL1798  HISTORY     - 20060703 GOOD             GEOCAC
 FL1798
 FL1798                          STATION DESCRIPTION
 FL1798
 FL1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL1798'A 3-STORY WHITE BUILDING WITH RED TILE ROOF, LOCATED AT THE
 FL1798'CORNER OF TAYLOR AND EIGHTH STREETS.  VERY PROMINENT FROM
 FL1798'ALL DIRECTIONS.
 FL1798
 FL1798                          STATION RECOVERY (2005)
 FL1798
 FL1798'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1798'RECOVERED IN GOOD CONDITION.
 FL1798
 FL1798                          STATION RECOVERY (2006)
 FL1798
 FL1798'RECOVERY NOTE BY GEOCACHING 2006 (JEH)
 FL1798'1921 DESCRIPTION IS WRONG.
 FL1798'THIS BUILDING IS LOCATED AT THE NW CORNER OF 7TH AND TAYLOR INSTEAD OF
 FL1798'8TH AND TAYLOR. THE EXACT ADDRESS IS 620 S. TAYLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1791 ***********************************************************************
 FL1791  DESIGNATION -  AMARILLO PRICE COLLEGE TANK
 FL1791  PID         -  FL1791
 FL1791  STATE/COUNTY-  TX/POTTER
 FL1791  USGS QUAD   -  AMARILLO EAST (1973)
 FL1791
 FL1791                         *CURRENT SURVEY CONTROL
 FL1791  ___________________________________________________________________
 FL1791* NAD 83(1993)-  35 13 47.09957(N)    101 47 17.22963(W)     ADJUSTED  
 FL1791* NAVD 88     -                                                        
 FL1791  ___________________________________________________________________
 FL1791  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 FL1791  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL1791
 FL1791  HORZ ORDER  -  THIRD
 FL1791
 FL1791.The horizontal coordinates were established by classical geodetic methods
 FL1791.and adjusted by the National Geodetic Survey in February 1996..
 FL1791
 FL1791
 FL1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1791
 FL1791.The geoid height was determined by GEOID03.
 FL1791
 FL1791;                    North         East     Units Scale Factor Converg.
 FL1791;SPC TX N     - 1,136,462.459   173,774.075   MT  0.99991624   -0 10 01.1
 FL1791;SPC TX N     - 3,728,543.92    570,123.78   sFT  0.99991624   -0 10 01.1
 FL1791;UTM  14      - 3,902,084.965   246,258.909   MT  1.00039355   -1 36 33.1
 FL1791
 FL1791                          SUPERSEDED SURVEY CONTROL
 FL1791
 FL1791  NAD 83(1986)-  35 13 47.10713(N)    101 47 17.22040(W) AD(       ) 4
 FL1791  NAD 27      -  35 13 46.91600(N)    101 47 15.55600(W) AD(       ) 3
 FL1791
 FL1791.Superseded values are not recommended for survey control.
 FL1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1791.See file dsdata.txt to determine how the superseded data were derived.
 FL1791
 FL1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4625902085(NAD 83)
 FL1791_MARKER: 53 = ELEVATED TANK
 FL1791
 FL1791  HISTORY     - Date     Condition        Report By
 FL1791  HISTORY     - 1932     FIRST OBSERVED   CGS
 FL1791  HISTORY     - 1951     GOOD             CGS
 FL1791
 FL1791                          STATION DESCRIPTION
 FL1791
 FL1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1791'THE STATION IS LOCATED AT THE EXTREME NORTHEAST EDGE OF
 FL1791'AMARILLO, ABOUT 200 YARDS SOUTH SOUTHEAST OF THE PRICE
 FL1791'COLLEGE CAMPUS.  THE TANK IS THE PROPERTY OF PRICE COLLEGE.
 FL1791'
 FL1791'THE TANK IS AN ELEVATED, BLACK, STEEL STRUCTURE THAT IS ABOUT
 FL1791'135 FEET HIGH WITH A POINTED TOP.  THE POINT ON TOP OF TANK
 FL1791'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1783 ***********************************************************************
 FL1783  DESIGNATION -  AMARILLO RAD RNG STA CEN MAST
 FL1783  PID         -  FL1783
 FL1783  STATE/COUNTY-  TX/POTTER
 FL1783  USGS QUAD   -  PULLMAN (1973)
 FL1783
 FL1783                         *CURRENT SURVEY CONTROL
 FL1783  ___________________________________________________________________
 FL1783* NAD 83(1993)-  35 13 42.29378(N)    101 44 25.42193(W)     ADJUSTED  
 FL1783* NAVD 88     -                                                        
 FL1783  ___________________________________________________________________
 FL1783  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 FL1783  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL1783
 FL1783  HORZ ORDER  -  THIRD
 FL1783
 FL1783.The horizontal coordinates were established by classical geodetic methods
 FL1783.and adjusted by the National Geodetic Survey in February 1996..
 FL1783
 FL1783
 FL1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1783
 FL1783.The geoid height was determined by GEOID03.
 FL1783
 FL1783;                    North         East     Units Scale Factor Converg.
 FL1783;SPC TX N     - 1,136,302.756   178,117.793   MT  0.99991632   -0 08 21.5
 FL1783;SPC TX N     - 3,728,019.96    584,374.79   sFT  0.99991632   -0 08 21.5
 FL1783;UTM  14      - 3,901,815.859   250,599.243   MT  1.00036663   -1 34 53.7
 FL1783
 FL1783                          SUPERSEDED SURVEY CONTROL
 FL1783
 FL1783  NAD 83(1993)-  35 13 42.30052(N)    101 44 25.41424(W) AD(       ) 4
 FL1783  NAD 83(1986)-  35 13 42.30124(N)    101 44 25.41265(W) AD(       ) 4
 FL1783  NAD 27      -  35 13 42.10800(N)    101 44 23.75700(W) AD(       ) 3
 FL1783
 FL1783.Superseded values are not recommended for survey control.
 FL1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1783.See file dsdata.txt to determine how the superseded data were derived.
 FL1783
 FL1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5059901816(NAD 83)
 FL1783_MARKER: 27 = RADIO RANGE MAST
 FL1783
 FL1783  HISTORY     - Date     Condition        Report By
 FL1783  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1783  HISTORY     - 1962     GOOD             CGS
 FL1783  HISTORY     - 1964     GOOD             CGS
 FL1783
 FL1783                          STATION DESCRIPTION
 FL1783
 FL1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1783'STATION IS THE CENTER MAST OF FIVE OF THE AMARILLO RADIO RANGE
 FL1783'STATION.  IT IS LOCATED 4 MILES NORTHEAST OF THE BUSINESS
 FL1783'DISTRICT OF AMARILLO, 2 MILES WEST SOUTHWEST OF ENGLISH FIELD,
 FL1783'AND 1/2 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 60 AND 66.
 FL1783'
 FL1783'THE MASTS ARE OF STEEL STRUCTURE, 120 FEET HIGH AND MOUNTED ON
 FL1783'A CONCRETE BASE.  THE CENTER OF TOP OF MAST WAS INTERSECTED.
 FL1783
 FL1783                          STATION RECOVERY (1962)
 FL1783
 FL1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 FL1783'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 FL1783
 FL1783                          STATION RECOVERY (1964)
 FL1783
 FL1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1783'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 FL1783'EXCEPTION--THE FOUR OUTER TOWERS HAVE BEEN DISMANTLED AND
 FL1783'REMOVED.  THE CENTER TOWER NOW STANDS ALONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1802 ***********************************************************************
 FL1802  DESIGNATION -  AMARILLO RAD STA KFDA N MAST
 FL1802  PID         -  FL1802
 FL1802  STATE/COUNTY-  TX/POTTER
 FL1802  USGS QUAD   -  AMARILLO EAST (1973)
 FL1802
 FL1802                         *CURRENT SURVEY CONTROL
 FL1802  ___________________________________________________________________
 FL1802* NAD 83(1993)-  35 11 30.76592(N)    101 47 47.74864(W)     ADJUSTED  
 FL1802* NAVD 88     -                                                        
 FL1802  ___________________________________________________________________
 FL1802  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 FL1802  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL1802
 FL1802  HORZ ORDER  -  THIRD
 FL1802
 FL1802.The horizontal coordinates were established by classical geodetic methods
 FL1802.and adjusted by the National Geodetic Survey in February 1996..
 FL1802
 FL1802
 FL1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1802
 FL1802.The geoid height was determined by GEOID03.
 FL1802
 FL1802;                    North         East     Units Scale Factor Converg.
 FL1802;SPC TX N     - 1,132,263.590   172,989.813   MT  0.99991861   -0 10 18.8
 FL1802;SPC TX N     - 3,714,768.13    567,550.74   sFT  0.99991861   -0 10 18.8
 FL1802;UTM  14      - 3,897,905.152   245,368.844   MT  1.00039913   -1 36 45.3
 FL1802
 FL1802                          SUPERSEDED SURVEY CONTROL
 FL1802
 FL1802  NAD 83(1986)-  35 11 30.77332(N)    101 47 47.73966(W) AD(       ) 4
 FL1802  NAD 27      -  35 11 30.58400(N)    101 47 46.07100(W) AD(       ) 3
 FL1802
 FL1802.Superseded values are not recommended for survey control.
 FL1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1802.See file dsdata.txt to determine how the superseded data were derived.
 FL1802
 FL1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4536997905(NAD 83)
 FL1802_MARKER: 42 = RADIO/TV MAST
 FL1802
 FL1802  HISTORY     - Date     Condition        Report By
 FL1802  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1802  HISTORY     - 1964     GOOD             CGS
 FL1802  HISTORY     - 20040804 GOOD             USPSQD
 FL1802
 FL1802                          STATION DESCRIPTION
 FL1802
 FL1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1802'STATION IS LOCATED IN THE SOUTHEAST PART OF AMARILLO, ABOUT
 FL1802'100 YARDS SOUTH SOUTHWEST OF THE JUNCTION OF GRAND AVENUE AND
 FL1802'U.S. HIGHWAY 287.
 FL1802'
 FL1802'THE MAST IS OF STEEL STRUCTURE ON A CONCRETE BASE, AND IS
 FL1802'367 FEET HIGH.  IT IS THE TALLEST OF THREE MASTS THAT ARE
 FL1802'THE PROPERTY OF RADIO STATION KFDA.  THE CENTER OF TOP OF
 FL1802'MAST WAS INTERSECTED.
 FL1802
 FL1802                          STATION RECOVERY (1964)
 FL1802
 FL1802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1802'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1802
 FL1802                          STATION RECOVERY (2004)
 FL1802
 FL1802'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1817 ***********************************************************************
 FL1817  DESIGNATION -  AMARILLO RAD STA KFDA TV MAST
 FL1817  PID         -  FL1817
 FL1817  STATE/COUNTY-  TX/POTTER
 FL1817  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1817
 FL1817                         *CURRENT SURVEY CONTROL
 FL1817  ___________________________________________________________________
 FL1817* NAD 83(1993)-  35 17 33.30980(N)    101 50 49.80003(W)     ADJUSTED  
 FL1817* NAVD 88     -                                                        
 FL1817  ___________________________________________________________________
 FL1817  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FL1817  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL1817
 FL1817  HORZ ORDER  -  THIRD
 FL1817
 FL1817.The horizontal coordinates were established by classical geodetic methods
 FL1817.and adjusted by the National Geodetic Survey in February 1996..
 FL1817
 FL1817
 FL1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1817
 FL1817.The geoid height was determined by GEOID03.
 FL1817
 FL1817;                    North         East     Units Scale Factor Converg.
 FL1817;SPC TX N     - 1,143,450.472   168,423.818   MT  0.99991326   -0 12 04.3
 FL1817;SPC TX N     - 3,751,470.42    552,570.48   sFT  0.99991326   -0 12 04.3
 FL1817;UTM  14      - 3,909,209.060   241,083.818   MT  1.00042624   -1 38 45.1
 FL1817
 FL1817                          SUPERSEDED SURVEY CONTROL
 FL1817
 FL1817  NAD 83(1993)-  35 17 33.31631(N)    101 50 49.79523(W) AD(       ) 4
 FL1817  NAD 83(1986)-  35 17 33.31742(N)    101 50 49.78960(W) AD(       ) 4
 FL1817  NAD 27      -  35 17 33.14100(N)    101 50 48.13000(W) AD(       ) 3
 FL1817
 FL1817.Superseded values are not recommended for survey control.
 FL1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1817.See file dsdata.txt to determine how the superseded data were derived.
 FL1817
 FL1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4108409209(NAD 83)
 FL1817_MARKER: 42 = RADIO/TV MAST
 FL1817
 FL1817  HISTORY     - Date     Condition        Report By
 FL1817  HISTORY     - 1953     FIRST OBSERVED   CGS
 FL1817  HISTORY     - 1974     SEE DESCRIPTION  NGS
 FL1817
 FL1817                          STATION DESCRIPTION
 FL1817
 FL1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1817'STATION IS THE CENTER OF THE KFDA TV MAST.  IT IS A RED AND WHITE
 FL1817'STEEL MAST 3 FEET SQUARE AND 521 FEET IN HEIGHT.
 FL1817'
 FL1817'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES NORTH OF THE CENTER
 FL1817'OF AMARILLO, 1 MILE WEST OF U.S. HIGHWAY 87 AND 287 AND ON A
 FL1817'LOW HILL 150 FEET WEST OF TRIANGULATION STATION WHITTINGTON.
 FL1817
 FL1817                          STATION RECOVERY (1974)
 FL1817
 FL1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FL1817'ACCORDING TO AERO CHART DIVISION, THE MAST HAS BEEN DISMANTLED
 FL1817'AND REBUILT IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1820 ***********************************************************************
 FL1820  DESIGNATION -  AMARILLO RAD STA KGNC TV MAST
 FL1820  PID         -  FL1820
 FL1820  STATE/COUNTY-  TX/POTTER
 FL1820  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1820
 FL1820                         *CURRENT SURVEY CONTROL
 FL1820  ___________________________________________________________________
 FL1820* NAD 83(1993)-  35 18 52.78782(N)    101 50 48.66096(W)     ADJUSTED  
 FL1820* NAVD 88     -                                                        
 FL1820  ___________________________________________________________________
 FL1820  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 FL1820  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL1820
 FL1820  HORZ ORDER  -  THIRD
 FL1820
 FL1820.The horizontal coordinates were established by classical geodetic methods
 FL1820.and adjusted by the National Geodetic Survey in February 1996..
 FL1820
 FL1820
 FL1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1820
 FL1820.The geoid height was determined by GEOID03.
 FL1820
 FL1820;                    North         East     Units Scale Factor Converg.
 FL1820;SPC TX N     - 1,145,899.526   168,461.189   MT  0.99991249   -0 12 03.6
 FL1820;SPC TX N     - 3,759,505.36    552,693.08   sFT  0.99991249   -0 12 03.6
 FL1820;UTM  14      - 3,911,657.648   241,182.992   MT  1.00042560   -1 38 47.7
 FL1820
 FL1820                          SUPERSEDED SURVEY CONTROL
 FL1820
 FL1820  NAD 83(1993)-  35 18 52.79364(N)    101 50 48.65309(W) AD(       ) 4
 FL1820  NAD 83(1986)-  35 18 52.79559(N)    101 50 48.65133(W) AD(       ) 4
 FL1820  NAD 27      -  35 18 52.62300(N)    101 50 47.03300(W) AD(       ) 3
 FL1820
 FL1820.Superseded values are not recommended for survey control.
 FL1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1820.See file dsdata.txt to determine how the superseded data were derived.
 FL1820
 FL1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4118311658(NAD 83)
 FL1820_MARKER: 42 = RADIO/TV MAST
 FL1820
 FL1820  HISTORY     - Date     Condition        Report By
 FL1820  HISTORY     - 1953     FIRST OBSERVED   CGS
 FL1820  HISTORY     - 1974     GOOD             NGS
 FL1820
 FL1820                          STATION DESCRIPTION
 FL1820
 FL1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1820'STATION IS THE CENTER OF THE KGNC TV MAST.  IT IS A RED AND WHITE
 FL1820'PAINTED STEEL MAST 5 FEET SQUARE AND AT THIS TIME IS IN THE
 FL1820'PROCESS OF BEING BUILT.  IT WILL BE APPROXIMATELY 800 FEET
 FL1820'IN HEIGHT.
 FL1820'
 FL1820'STATION IS LOCATED, AIRLINE, ABOUT 8 MILES NORTH OF THE CENTER
 FL1820'OF AMARILLO, 1 MILE WEST OF U.S. HIGHWAY 87 AND 287 AND ABOUT
 FL1820'1 MILE NORTH OF THE KFDA TV MAST.
 FL1820
 FL1820                          STATION RECOVERY (1974)
 FL1820
 FL1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FL1820'ACCORDING TO AERO CHART DIVISION, THE MAST HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2088 ***********************************************************************
 FL2088  CBN         -  This is a Cooperative Base Network Control Station.
 FL2088  DESIGNATION -  AMARILLO RGNL PT
 FL2088  PID         -  FL2088
 FL2088  STATE/COUNTY-  TX/POTTER
 FL2088  USGS QUAD   -  AMARILLO EAST (1973)
 FL2088
 FL2088                         *CURRENT SURVEY CONTROL
 FL2088  ___________________________________________________________________
 FL2088* NAD 83(1993)-  35 12 41.50200(N)    101 51 13.21661(W)     ADJUSTED  
 FL2088* NAVD 88     -      1108.9    (meters)    3638.     (feet)  GPS OBS   
 FL2088  ___________________________________________________________________
 FL2088  X           -  -1,071,806.697 (meters)                     COMP
 FL2088  Y           -  -5,106,547.898 (meters)                     COMP
 FL2088  Z           -   3,657,689.842 (meters)                     COMP
 FL2088  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 FL2088  ELLIP HEIGHT-        1082.88  (meters)          (10/23/00) GPS OBS
 FL2088  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL2088
 FL2088  HORZ ORDER  -  A
 FL2088  ELLP ORDER  -  FOURTH    CLASS II
 FL2088
 FL2088.The horizontal coordinates were established by GPS observations
 FL2088.and adjusted by the National Geodetic Survey in July 1992..
 FL2088
 FL2088.The orthometric height was determined by GPS observations and a
 FL2088.high-resolution geoid model.
 FL2088
 FL2088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FL2088
 FL2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2088
 FL2088.The ellipsoidal height was determined by GPS observations
 FL2088.and is referenced to NAD 83.
 FL2088
 FL2088.The geoid height was determined by GEOID03.
 FL2088
 FL2088;                    North         East     Units Scale Factor Converg.
 FL2088;SPC TX N     - 1,134,460.425   167,800.033   MT  0.99991733   -0 12 17.9
 FL2088;SPC TX N     - 3,721,975.58    550,523.94   sFT  0.99991733   -0 12 17.9
 FL2088;UTM  14      - 3,900,232.963   240,233.399   MT  1.00043169   -1 38 46.8
 FL2088
 FL2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2088!SPC TX N     -   0.99983006  x   0.99991733  =   0.99974740
 FL2088!UTM  14      -   0.99983006  x   1.00043169  =   1.00026167
 FL2088
 FL2088                          SUPERSEDED SURVEY CONTROL
 FL2088
 FL2088  ELLIP H (05/09/94) 1082.86   (m)                       GP(       ) 4 2
 FL2088  ELLIP H (12/21/93) 1082.86   (m)                       GP(       ) 4 1
 FL2088  ELLIP H (10/26/93) 1082.86   (m)                       GP(       ) 3 1
 FL2088  ELLIP H (07/31/92) 1082.86   (m)                       GP(       ) 1 1
 FL2088  NGVD 29 (05/26/92) 1109.2    (m)         3639.     (f) GPS OBS        
 FL2088
 FL2088.Superseded values are not recommended for survey control.
 FL2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2088.See file dsdata.txt to determine how the superseded data were derived.
 FL2088
 FL2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4023300233(NAD 83)
 FL2088_MARKER: DS = TRIANGULATION STATION DISK
 FL2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2088_SP_SET: CONCRETE POST
 FL2088_STAMPING: ARM RP
 FL2088_MARK LOGO: TXHD  
 FL2088_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2088+STABILITY: SURFACE MOTION
 FL2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL2088+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1993
 FL2088
 FL2088  HISTORY     - Date     Condition        Report By
 FL2088  HISTORY     - 1990     MONUMENTED       TXHD
 FL2088  HISTORY     - 19910528 GOOD             NGS
 FL2088  HISTORY     - 19920203 GOOD
 FL2088  HISTORY     - 19930204 GOOD             NGS
 FL2088  HISTORY     - 19930520 GOOD             NGS
 FL2088
 FL2088                          STATION DESCRIPTION
 FL2088
 FL2088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FL2088'THE STATION IS LOCATED IN AMARILLO, INSIDE THE GROUNDS OF THE OLD
 FL2088'DISTRICT HEADQUARTERS OF THE TEXAS HIGHWAY DEPARTMENT.  OWNERSHIP--
 FL2088'TEXAS HIGHWAY DEPARTMENT, P.O. BOX 2708, AMARILLO TX.  CONTACT RONALD
 FL2088'HILLIER FOR KEY, PHONE 806-355-5671.  NEW DISTRICT HEADQUARTERS IS
 FL2088'LOCATED ABOUT 0.5 KM (0.3 MI) NORTH OF THE JUNCTION OF WESTERN STREET
 FL2088'AND INTERSTATE HIGHWAY 27, ON A FRONTAGE ROAD.
 FL2088'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FL2088'GEORGIA ST (EXIT 68B) IN AMARILLO, GO NORTH ON GEORGIA ST FOR 1.8 KM
 FL2088'(1.1 MI) TO THE JUNCTION OF 6TH AVENUE AND A TRAFFIC SIGNAL.  TURN
 FL2088'RIGHT AND GO EAST ON 6TH AVENUE FOR 1.0 KM (0.6 MI) TO THE JUNCTION
 FL2088'OF BOWIE ST, JUST BEFORE PASSING UNDER A RAILROAD TRESTLE.  TURN LEFT
 FL2088'AND GO NORTH ON BOWIE ST FOR 0.16 KM (0.10 MI) TO 5TH AVENUE.  TURN
 FL2088'RIGHT AND GO EAST ON 5TH AVENUE FOR 0.16 KM (0.10 MI) TO A GATE ON
 FL2088'THE LEFT.  TURN LEFT AND GO NORTH, PASSING THROUGH GATE FOR 46 M
 FL2088'(150.9 FT) TO A SET OF GAS PUMPS.  TURN RIGHT AND GO EAST BETWEEN
 FL2088'MAINTENANCE BUILDINGS FOR 0.16 KM (0.10 MI) TO THE STATION ON THE
 FL2088'RIGHT, IN THE CENTER OF A GRASSY AREA BETWEEN PAVED PARKING AREAS.
 FL2088'THE STATION PROJECTS 7 CM ABOVE GROUND.  LOCATED 26.15 M (85.79 FT)
 FL2088'NORTH-NORTHEAST FROM A LIGHT POLE, 23.6 M (77.4 FT) NORTH FROM THE
 FL2088'NORTHWEST CORNER OF A CONCRETE BUILDING (RESIDENT ENGINEERS OFFICE),
 FL2088'21.55 M (70.70 FT) WEST OF A NORTH-SOUTH CHAIN LINK FENCE, 19.5 M
 FL2088'(64.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A MAINTENANCE
 FL2088'BUILDING (CARPENTER BUILDING) AND 7.35 M (24.11 FT) NORTH FROM THE
 FL2088'NORTH EDGE OF PARKING LOT PAVEMENT.
 FL2088'DESCRIBED BY K. MCCAULEY.
 FL2088'THE STATION IS LOCATED IN AMARILLO INSIDE THE GROUNDS OF THE OLD
 FL2088'DISTRICT HEADQUARTERS OF THE TEXAS HIGHWAY DEPARTMENT.
 FL2088'OWNERSHIP--TEXAS HIGHWAY DEPARTMENT, P.O. BOX 2708, AMARILLO TX.
 FL2088'CONTACT RONALD HILLIER FOR KEY, PHONE 806-355-5671.  NEW DISTRICT
 FL2088'HEADQUARTERS IS LOCATED ABOUT 0.5 KM (0.3 MI) NORTH OF THE JUNCTION
 FL2088'OF WESTERN STREET AND INTERSTATE HIGHWAY 27, ON A FRONTAGE ROAD.
 FL2088'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FL2088'GEORGIA STREET IN AMARILLO, GO NORTH ON GEORGIA STREET FOR 1.75 KM
 FL2088'(1.09 MI) TO 6TH AVENUE, (BUSHLAND BOULEVARD).  TURN RIGHT, EAST ON
 FL2088'6TH AVENUE FOR 0.9 KM (0.6 MI) TO BOWIE STREET, JUST BEFORE PASSING
 FL2088'UNDER A RAILROAD TRESSEL.  TURN LEFT, NORTH ON BOWIE STREET FOR 0.1
 FL2088'KM (0.1 MI) TO 5TH AVENUE.  TURN RIGHT, EAST ON 5TH AVENUE FOR 0.1 KM
 FL2088'(0.1 MI) TO A GATE ON THE LEFT.  PASS THROUGH THE GATE AND GO NORTH
 FL2088'FOR 150 FEET TO A SET OF GAS PUMPS.  TURN RIGHT, EAST BETWEEN
 FL2088'MAINTENANCE BUILDINGS FOR 0.15 KM (0.09 MI) TO THE STATION ON THE
 FL2088'RIGHT IN THE CENTER OF AN OVAL SHAPED GRASS AREA.
 FL2088'THE STATION IS A STANDARD STATE HIGHWAY DEPARTMENT TRIANGULATION
 FL2088'STATION DISK SET IN THE TOP OF A 25 CM ROUND CONCRETE MONUMENT
 FL2088'PROJECTING 70 CM ABOVE THE GROUND.  LOCATED 26.15 M (85.79 FT)
 FL2088'NORTH-NORTHEAST FROM A LIGHTPOLE, 23.6 M (77.4 FT) NORTH FROM THE
 FL2088'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING(RESIDENT ENGINEERS
 FL2088'OFFICE), 19.5 M (64.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 FL2088'MAINTENANCE BUILDING(CARPENTER BUILDING) AND 7.35 M (24.11 FT) NORTH
 FL2088'FROM THE NORTH EDGE OF PARKING LOT PAVEMENT.
 FL2088'DESCRIBED BY D.G. AUG, TYPED BY HJS.
 FL2088
 FL2088                          STATION RECOVERY (1992)
 FL2088
 FL2088'RECOVERED 1992
 FL2088'RECOVERED IN GOOD CONDITION.
 FL2088
 FL2088                          STATION RECOVERY (1993)
 FL2088
 FL2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FL2088'RECOVERED IN GOOD CONDITION.
 FL2088
 FL2088                          STATION RECOVERY (1993)
 FL2088
 FL2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FL2088'THE STATION IS LOCATED IN CENTRAL AMARILLO, INSIDE THE GROUNDS OF THE
 FL2088'OLD TEXAS HIGHWAY DEPARTMENT DISTRICT HEADQUARTERS.  OWNERSHIP--TEXAS
 FL2088'DEPARTMENT OF TRANSPORTATION, P.O. BOX 2708, AMARILLO, TX .  CONTACT
 FL2088'RONALD HILLIER FOR KEY, PHONE 806-355-5671.  NEW DISTRICT
 FL2088'HEADQUARTERS ARE LOCATED ABOUT 0.5 KM (0.30 MI) NORTH OF THE JUNCTION
 FL2088'OF WESTERN STREET AND INTERSTATE HIGHWAY 27, ON THE FRONTAGE ROAD.
 FL2088'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FL2088'GEORGIA STREET IN AMARILLO, GO NORTH ON GEORGIA STREET FOR 1.75 KM
 FL2088'(1.10 MI) TO 6TH AVENUE (BUSHLAND BOULEVARD).  TURN RIGHT, EAST, ON
 FL2088'6TH AVENUE FOR 0.9 KM (0.55 MI) TO BOWIE STREET JUST BEFORE PASSING
 FL2088'UNDER A RAILROAD TRESSEL.  TURN LEFT, NORTH, ON BOWIE STREET FOR 0.1
 FL2088'KM (0.05 MI) TO 5TH AVENUE.  TURN RIGHT, EAST, ON 5TH AVENUE FOR 0.1
 FL2088'KM (0.05 MI) TO A GATE ON THE LEFT.  PASS THROUGH THE GATE AND GO
 FL2088'NORTH FOR 45 M (147.6 FT) TO A SET OF GAS PUMPS.  TURN RIGHT, EAST,
 FL2088'BETWEEN MAINTENANCE BUILDINGS FOR 0.15 KM (0.10 MI) TO THE STATION ON
 FL2088'THE RIGHT IN THE CENTER OF AN OVAL SHAPED GRASS AREA.
 FL2088'THE STATION IS A DISK SET IN THE TOP OF A 25 CM ROUND CONCRETE
 FL2088'MONUMENT PROJECTING 70 CM ABOVE THE GROUND.  LOCATED 26.15 M
 FL2088'(85.79 FT) NORTH-NORTHEAST FROM A LIGHTPOLE, 23.6 M (77.4 FT) NORTH
 FL2088'FROM THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING (RESIDENT
 FL2088'ENGINEERS OFFICE), 19.5 M (64.0 FT) SOUTHWEST FROM THE SOUTHWEST
 FL2088'CORNER OF A MAINTENANCE BUILDING (CARPENTER BUILDING) AND 7.35 M
 FL2088'(24.11 FT) NORTH FROM THE NORTH EDGE OF PARKING LOT PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9532 ***********************************************************************
 AF9532  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9532  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9532  DESIGNATION -  AMARILLO RRP CORS ARP
 AF9532  CORS_ID     -  AML5
 AF9532  PID         -  AF9532
 AF9532  STATE/COUNTY-  TX/RANDALL
 AF9532  USGS QUAD   -  AMARILLO WEST (1973)
 AF9532
 AF9532                         *CURRENT SURVEY CONTROL
 AF9532  ___________________________________________________________________
 AF9532* NAD 83(CORS)-  35 09 12.80501(N)    101 52 42.43711(W)     ADJUSTED  
 AF9532* NAVD 88     -      1125.10   (meters)    3691.3    (feet)  GPS OBS   
 AF9532  ___________________________________________________________________
 AF9532  EPOCH DATE  -        2002.00
 AF9532  X           -  -1,074,781.104 (meters)                     COMP
 AF9532  Y           -  -5,109,723.877 (meters)                     COMP
 AF9532  Z           -   3,652,441.675 (meters)                     COMP
 AF9532  ELLIP HEIGHT-        1099.18  (meters)          (03/??/02) GPS OBS
 AF9532  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AF9532
 AF9532  HORZ ORDER  -  SPECIAL (CORS)
 AF9532  ELLP ORDER  -  SPECIAL (CORS)
 AF9532
 AF9532.ITRF positions are available for this station.
 AF9532.The coordinates were established by GPS observations
 AF9532.and adjusted by the National Geodetic Survey in March 2002..
 AF9532.The coordinates are valid at the epoch date displayed above.
 AF9532.The epoch date for horizontal control is a decimal equivalence
 AF9532.of Year/Month/Day.
 AF9532
 AF9532.The orthometric height was determined by GPS observations and a
 AF9532.high-resolution geoid model using precise GPS observation and
 AF9532.processing techniques.
 AF9532
 AF9532.The PID for the CORS L1 Phase Center is AB3281.
 AF9532
 AF9532.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9532
 AF9532.The ellipsoidal height was determined by GPS observations
 AF9532.and is referenced to NAD 83.
 AF9532
 AF9532.The geoid height was determined by GEOID03.
 AF9532
 AF9532;                    North         East     Units Scale Factor Converg.
 AF9532;SPC TX N     - 1,128,037.772   165,519.017   MT  0.99992146   -0 13 09.6
 AF9532;SPC TX N     - 3,700,903.92    543,040.31   sFT  0.99992146   -0 13 09.6
 AF9532
 AF9532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9532!SPC TX N     -   0.99982750  x   0.99992146  =   0.99974897
 AF9532
 AF9532                          SUPERSEDED SURVEY CONTROL
 AF9532
 AF9532  NAD 83(CORS)-  35 09 12.80468(N)    101 52 42.43717(W) AD(1997.00) c
 AF9532  ELLIP H (04/??/00) 1099.18   (m)                       GP(1997.00) c c
 AF9532  NAD 83(CORS)-  35 09 12.80463(N)    101 52 42.43730(W) AD(1997.00) c
 AF9532  NAD 83(CORS)-  35 09 12.80463(N)    101 52 42.43730(W) AD(1996.00) c
 AF9532  ELLIP H (04/??/96) 1099.20   (m)                       GP(1997.00) c c
 AF9532  ELLIP H (04/??/96) 1099.20   (m)                       GP(1996.00) c c
 AF9532
 AF9532.Superseded values are not recommended for survey control.
 AF9532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9532.See file dsdata.txt to determine how the superseded data were derived.
 AF9532
 AF9532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3779093866(NAD 83)
 AF9532_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9532
 AF9532                          STATION DESCRIPTION
 AF9532
 AF9532'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9532'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9532'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9532'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9532'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9532'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3281 ***********************************************************************
 AB3281  HT_MOD      -  This is a Height Modernization Survey Station.
 AB3281  CORS        -  This is a GPS Continuously Operating Reference Station.
 AB3281  DESIGNATION -  AMARILLO RRP CORS L1 PHASE CENTER
 AB3281  CORS_ID     -  AML5
 AB3281  PID         -  AB3281
 AB3281  STATE/COUNTY-  TX/RANDALL
 AB3281  USGS QUAD   -  AMARILLO WEST (1973)
 AB3281
 AB3281                         *CURRENT SURVEY CONTROL
 AB3281  ___________________________________________________________________
 AB3281* NAD 83(CORS)-  35 09 12.80501(N)    101 52 42.43713(W)     ADJUSTED  
 AB3281* NAVD 88     -      1125.17   (meters)    3691.5    (feet)  GPS OBS   
 AB3281  ___________________________________________________________________
 AB3281  EPOCH DATE  -        2002.00
 AB3281  X           -  -1,074,781.116 (meters)                     COMP
 AB3281  Y           -  -5,109,723.933 (meters)                     COMP
 AB3281  Z           -   3,652,441.716 (meters)                     COMP
 AB3281  ELLIP HEIGHT-        1099.25  (meters)          (03/??/02) GPS OBS
 AB3281  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AB3281
 AB3281  HORZ ORDER  -  SPECIAL (CORS)
 AB3281  ELLP ORDER  -  SPECIAL (CORS)
 AB3281
 AB3281.ITRF positions are available for this station.
 AB3281.The coordinates were established by GPS observations
 AB3281.and adjusted by the National Geodetic Survey in March 2002..
 AB3281.The coordinates are valid at the epoch date displayed above.
 AB3281.The epoch date for horizontal control is a decimal equivalence
 AB3281.of Year/Month/Day.
 AB3281
 AB3281.The orthometric height was determined by GPS observations and a
 AB3281.high-resolution geoid model using precise GPS observation and
 AB3281.processing techniques.
 AB3281
 AB3281.The PID for the CORS ARP is AF9532.
 AB3281
 AB3281.The XYZ, and position/ellipsoidal ht. are equivalent.
 AB3281
 AB3281.The ellipsoidal height was determined by GPS observations
 AB3281.and is referenced to NAD 83.
 AB3281
 AB3281.The geoid height was determined by GEOID03.
 AB3281
 AB3281;                    North         East     Units Scale Factor Converg.
 AB3281;SPC TX N     - 1,128,037.772   165,519.017   MT  0.99992146   -0 13 09.6
 AB3281;SPC TX N     - 3,700,903.92    543,040.31   sFT  0.99992146   -0 13 09.6
 AB3281
 AB3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3281!SPC TX N     -   0.99982749  x   0.99992146  =   0.99974896
 AB3281
 AB3281                          SUPERSEDED SURVEY CONTROL
 AB3281
 AB3281  NAD 83(CORS)-  35 09 12.80467(N)    101 52 42.43719(W) AD(1997.00) c
 AB3281  ELLIP H (04/??/00) 1099.25   (m)                       GP(1997.00) c c
 AB3281  NAD 83(CORS)-  35 09 12.80462(N)    101 52 42.43732(W) AD(1997.00) c
 AB3281  NAD 83(CORS)-  35 09 12.80462(N)    101 52 42.43732(W) AD(1996.00) c
 AB3281  ELLIP H (04/??/96) 1099.27   (m)                       GP(1997.00) c c
 AB3281  ELLIP H (04/??/96) 1099.27   (m)                       GP(1996.00) c c
 AB3281
 AB3281.Superseded values are not recommended for survey control.
 AB3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3281.See file dsdata.txt to determine how the superseded data were derived.
 AB3281
 AB3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3779093866(NAD 83)
 AB3281_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AB3281
 AB3281                          STATION DESCRIPTION
 AB3281
 AB3281'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AB3281'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AB3281'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AB3281'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AB3281'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AB3281'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5385 ***********************************************************************
 DF5385  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5385  DESIGNATION -  AMARILLO RRP2 CORS ARP
 DF5385  CORS_ID     -  TXAM
 DF5385  PID         -  DF5385
 DF5385  STATE/COUNTY-  TX/RANDALL
 DF5385  USGS QUAD   -  AMARILLO WEST (1973)
 DF5385
 DF5385                         *CURRENT SURVEY CONTROL
 DF5385  ___________________________________________________________________
 DF5385* NAD 83(CORS)-  35 09 12.80476(N)    101 52 42.43683(W)     ADJUSTED  
 DF5385* NAVD 88     -                                                        
 DF5385  ___________________________________________________________________
 DF5385  EPOCH DATE  -        2002.00
 DF5385  X           -  -1,074,781.093 (meters)                     COMP
 DF5385  Y           -  -5,109,723.859 (meters)                     COMP
 DF5385  Z           -   3,652,441.652 (meters)                     COMP
 DF5385  ELLIP HEIGHT-        1099.15  (meters)          (05/??/03) GPS OBS
 DF5385  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DF5385
 DF5385  HORZ ORDER  -  SPECIAL (CORS)
 DF5385  ELLP ORDER  -  SPECIAL (CORS)
 DF5385
 DF5385.ITRF positions are available for this station.
 DF5385.The coordinates were established by GPS observations
 DF5385.and adjusted by the National Geodetic Survey in May 2003..
 DF5385.The coordinates are valid at the epoch date displayed above.
 DF5385.The epoch date for horizontal control is a decimal equivalence
 DF5385.of Year/Month/Day.
 DF5385
 DF5385
 DF5385.The PID for the CORS L1 Phase Center is DF5386.
 DF5385
 DF5385.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5385
 DF5385.The ellipsoidal height was determined by GPS observations
 DF5385.and is referenced to NAD 83.
 DF5385
 DF5385.The geoid height was determined by GEOID03.
 DF5385
 DF5385;                    North         East     Units Scale Factor Converg.
 DF5385;SPC TX N     - 1,128,037.765   165,519.024   MT  0.99992146   -0 13 09.6
 DF5385;SPC TX N     - 3,700,903.90    543,040.33   sFT  0.99992146   -0 13 09.6
 DF5385
 DF5385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5385!SPC TX N     -   0.99982750  x   0.99992146  =   0.99974898
 DF5385
 DF5385                          SUPERSEDED SURVEY CONTROL
 DF5385
 DF5385.No superseded survey control is available for this station.
 DF5385
 DF5385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3779093866(NAD 83)
 DF5385_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5385
 DF5385                          STATION DESCRIPTION
 DF5385
 DF5385'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5385'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5385'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5385'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5385'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5385'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5386 ***********************************************************************
 DF5386  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5386  DESIGNATION -  AMARILLO RRP2 CORS L1 PHASE CENTER
 DF5386  CORS_ID     -  TXAM
 DF5386  PID         -  DF5386
 DF5386  STATE/COUNTY-  TX/RANDALL
 DF5386  USGS QUAD   -  AMARILLO WEST (1973)
 DF5386
 DF5386                         *CURRENT SURVEY CONTROL
 DF5386  ___________________________________________________________________
 DF5386* NAD 83(CORS)-  35 09 12.80477(N)    101 52 42.43681(W)     ADJUSTED  
 DF5386* NAVD 88     -                                                        
 DF5386  ___________________________________________________________________
 DF5386  EPOCH DATE  -        2002.00
 DF5386  X           -  -1,074,781.106 (meters)                     COMP
 DF5386  Y           -  -5,109,723.923 (meters)                     COMP
 DF5386  Z           -   3,652,441.698 (meters)                     COMP
 DF5386  ELLIP HEIGHT-        1099.23  (meters)          (05/??/03) GPS OBS
 DF5386  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DF5386
 DF5386  HORZ ORDER  -  SPECIAL (CORS)
 DF5386  ELLP ORDER  -  SPECIAL (CORS)
 DF5386
 DF5386.ITRF positions are available for this station.
 DF5386.The coordinates were established by GPS observations
 DF5386.and adjusted by the National Geodetic Survey in May 2003..
 DF5386.The coordinates are valid at the epoch date displayed above.
 DF5386.The epoch date for horizontal control is a decimal equivalence
 DF5386.of Year/Month/Day.
 DF5386
 DF5386
 DF5386.The PID for the CORS ARP is DF5385.
 DF5386
 DF5386.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5386
 DF5386.The ellipsoidal height was determined by GPS observations
 DF5386.and is referenced to NAD 83.
 DF5386
 DF5386.The geoid height was determined by GEOID03.
 DF5386
 DF5386;                    North         East     Units Scale Factor Converg.
 DF5386;SPC TX N     - 1,128,037.765   165,519.025   MT  0.99992146   -0 13 09.6
 DF5386;SPC TX N     - 3,700,903.90    543,040.33   sFT  0.99992146   -0 13 09.6
 DF5386
 DF5386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5386!SPC TX N     -   0.99982749  x   0.99992146  =   0.99974896
 DF5386
 DF5386                          SUPERSEDED SURVEY CONTROL
 DF5386
 DF5386.No superseded survey control is available for this station.
 DF5386
 DF5386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3779093866(NAD 83)
 DF5386_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF5386
 DF5386                          STATION DESCRIPTION
 DF5386
 DF5386'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF5386'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5386'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5386'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5386'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5386'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1800 ***********************************************************************
 FL1800  DESIGNATION -  AMARILLO SANTA FE BLDG CHIMNEY
 FL1800  PID         -  FL1800
 FL1800  STATE/COUNTY-  TX/POTTER
 FL1800  USGS QUAD   -  AMARILLO EAST (1973)
 FL1800
 FL1800                         *CURRENT SURVEY CONTROL
 FL1800  ___________________________________________________________________
 FL1800* NAD 83(1993)-  35 12 15.82211(N)    101 50 17.03105(W)     ADJUSTED  
 FL1800* NAVD 88     -                                                        
 FL1800  ___________________________________________________________________
 FL1800  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 FL1800  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1800
 FL1800  HORZ ORDER  -  THIRD
 FL1800
 FL1800.The horizontal coordinates were established by classical geodetic methods
 FL1800.and adjusted by the National Geodetic Survey in February 1996..
 FL1800
 FL1800
 FL1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1800
 FL1800.The geoid height was determined by GEOID03.
 FL1800
 FL1800;                    North         East     Units Scale Factor Converg.
 FL1800;SPC TX N     - 1,133,664.123   169,218.269   MT  0.99991778   -0 11 45.3
 FL1800;SPC TX N     - 3,719,363.04    555,176.94   sFT  0.99991778   -0 11 45.3
 FL1800;UTM  14      - 3,899,400.818   241,631.869   MT  1.00042276   -1 38 13.3
 FL1800
 FL1800                          SUPERSEDED SURVEY CONTROL
 FL1800
 FL1800  NAD 83(1986)-  35 12 15.82966(N)    101 50 17.02210(W) AD(       ) 4
 FL1800  NAD 27      -  35 12 15.60000(N)    101 50 15.42000(W) AD(       ) 3
 FL1800
 FL1800.Superseded values are not recommended for survey control.
 FL1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1800.See file dsdata.txt to determine how the superseded data were derived.
 FL1800
 FL1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4163299401(NAD 83)
 FL1800_MARKER: 85 = CHIMNEY
 FL1800
 FL1800  HISTORY     - Date     Condition        Report By
 FL1800  HISTORY     - 1932     FIRST OBSERVED   CGS
 FL1800
 FL1800                          STATION DESCRIPTION
 FL1800
 FL1800'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1799 ***********************************************************************
 FL1799  DESIGNATION -  AMARILLO SE MUNICIPAL TANK
 FL1799  PID         -  FL1799
 FL1799  STATE/COUNTY-  TX/POTTER
 FL1799  USGS QUAD   -  AMARILLO EAST (1973)
 FL1799
 FL1799                         *CURRENT SURVEY CONTROL
 FL1799  ___________________________________________________________________
 FL1799* NAD 83(1993)-  35 11 03.53144(N)    101 50 12.47532(W)     ADJUSTED  
 FL1799* NAVD 88     -                                                        
 FL1799  ___________________________________________________________________
 FL1799  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 FL1799  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL1799
 FL1799  HORZ ORDER  -  THIRD
 FL1799
 FL1799.The horizontal coordinates were established by classical geodetic methods
 FL1799.and adjusted by the National Geodetic Survey in February 1996..
 FL1799
 FL1799
 FL1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1799
 FL1799.The geoid height was determined by GEOID03.
 FL1799
 FL1799;                    North         East     Units Scale Factor Converg.
 FL1799;SPC TX N     - 1,131,436.084   169,325.905   MT  0.99991914   -0 11 42.7
 FL1799;SPC TX N     - 3,712,053.22    555,530.07   sFT  0.99991914   -0 11 42.7
 FL1799;UTM  14      - 3,897,169.653   241,683.479   MT  1.00042244   -1 38 07.8
 FL1799
 FL1799                          SUPERSEDED SURVEY CONTROL
 FL1799
 FL1799  NAD 83(1986)-  35 11 03.53890(N)    101 50 12.46650(W) AD(       ) 4
 FL1799  NAD 27      -  35 11 03.35000(N)    101 50 10.79200(W) AD(       ) 3
 FL1799
 FL1799.Superseded values are not recommended for survey control.
 FL1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1799.See file dsdata.txt to determine how the superseded data were derived.
 FL1799
 FL1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4168397170(NAD 83)
 FL1799_MARKER: 53 = ELEVATED TANK
 FL1799
 FL1799  HISTORY     - Date     Condition        Report By
 FL1799  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1799  HISTORY     - 1964     GOOD             CGS
 FL1799
 FL1799                          STATION DESCRIPTION
 FL1799
 FL1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1799'STATION IS LOCATED IN SOUTH AMARILLO, JUST SOUTH SOUTHWEST OF
 FL1799'THE INTERSECTION OF BUCHANAN STREET AND 26TH STREET.
 FL1799'
 FL1799'THE TANK IS AN ELEVATED, SILVER, STEEL WATER TANK WITH AN
 FL1799'OVAL TOP AND IS ABOUT 160 FEET HIGH.  IT IS AN MUNICIPAL
 FL1799'WATER TANK.  THE CENTER OF THE TOP WAS INTERSECTED.
 FL1799
 FL1799                          STATION RECOVERY (1964)
 FL1799
 FL1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1799'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1945 ***********************************************************************
 FL1945  DESIGNATION -  AMARILLO ST LOUIS AWY BCN 8B
 FL1945  PID         -  FL1945
 FL1945  STATE/COUNTY-  TX/WHEELER
 FL1945  USGS QUAD   -  SHAMROCK EAST (1978)
 FL1945
 FL1945                         *CURRENT SURVEY CONTROL
 FL1945  ___________________________________________________________________
 FL1945* NAD 83(1993)-  35 13 34.37327(N)    100 11 15.47870(W)     ADJUSTED  
 FL1945* NAVD 88     -                                                        
 FL1945  ___________________________________________________________________
 FL1945  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FL1945  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL1945
 FL1945  HORZ ORDER  -  THIRD
 FL1945
 FL1945.The horizontal coordinates were established by classical geodetic methods
 FL1945.and adjusted by the National Geodetic Survey in February 1996..
 FL1945
 FL1945
 FL1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1945
 FL1945.The geoid height was determined by GEOID03.
 FL1945
 FL1945;                    North         East     Units Scale Factor Converg.
 FL1945;SPC TX N     - 1,136,824.962   319,459.445   MT  0.99991644   +0 45 38.0
 FL1945;SPC TX N     - 3,729,733.23  1,048,093.20   sFT  0.99991644   +0 45 38.0
 FL1945;UTM  14      - 3,898,776.038   391,923.015   MT  0.99974395   -0 41 06.4
 FL1945
 FL1945                          SUPERSEDED SURVEY CONTROL
 FL1945
 FL1945  NAD 83(1993)-  35 13 34.37375(N)    100 11 15.47863(W) AD(       ) 4
 FL1945  NAD 83(1986)-  35 13 34.37727(N)    100 11 15.46918(W) AD(       ) 4
 FL1945  NAD 27      -  35 13 34.19800(N)    100 11 14.05100(W) AD(       ) 3
 FL1945
 FL1945.Superseded values are not recommended for survey control.
 FL1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1945.See file dsdata.txt to determine how the superseded data were derived.
 FL1945
 FL1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9192398776(NAD 83)
 FL1945_MARKER: 22 = AIRWAY BEACON
 FL1945
 FL1945  HISTORY     - Date     Condition        Report By
 FL1945  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1945
 FL1945                          STATION DESCRIPTION
 FL1945
 FL1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1945'THE ROTATING BEACON A TOP THE STANDARD CIVIL AERONAUTICS
 FL1945'AUTHORITY STRUCTURAL STEEL TOWER ABOUT 75 FEET HIGH AND LOCATED
 FL1945'ABOUT 3.5 MILES EAST OF SHAMROCK, ON SOUTH SIDE OF U.S.
 FL1945'HIGHWAY 66.  THE ROTATING BEACON WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1993 ***********************************************************************
 FL1993  DESIGNATION -  AMARILLO ST LOUIS AWY BCN 5
 FL1993  PID         -  FL1993
 FL1993  STATE/COUNTY-  TX/GRAY
 FL1993  USGS QUAD   -  ALANREED (1976)
 FL1993
 FL1993                         *CURRENT SURVEY CONTROL
 FL1993  ___________________________________________________________________
 FL1993* NAD 83(1993)-  35 13 30.84557(N)    100 44 06.38278(W)     ADJUSTED  
 FL1993* NAVD 88     -                                                        
 FL1993  ___________________________________________________________________
 FL1993  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 FL1993  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL1993
 FL1993  HORZ ORDER  -  THIRD
 FL1993
 FL1993.The horizontal coordinates were established by classical geodetic methods
 FL1993.and adjusted by the National Geodetic Survey in February 1996..
 FL1993
 FL1993
 FL1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1993
 FL1993.The geoid height was determined by GEOID03.
 FL1993
 FL1993;                    North         East     Units Scale Factor Converg.
 FL1993;SPC TX N     - 1,136,192.717   269,627.358   MT  0.99991650   +0 26 35.8
 FL1993;SPC TX N     - 3,727,658.94    884,602.42   sFT  0.99991650   +0 26 35.8
 FL1993;UTM  14      - 3,899,400.542   342,095.613   MT  0.99990729   -1 00 03.6
 FL1993
 FL1993                          SUPERSEDED SURVEY CONTROL
 FL1993
 FL1993  NAD 83(1993)-  35 13 30.84722(N)    100 44 06.38182(W) AD(       ) 4
 FL1993  NAD 83(1986)-  35 13 30.84986(N)    100 44 06.37408(W) AD(       ) 4
 FL1993  NAD 27      -  35 13 30.67000(N)    100 44 04.87500(W) AD(       ) 3
 FL1993
 FL1993.Superseded values are not recommended for survey control.
 FL1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1993.See file dsdata.txt to determine how the superseded data were derived.
 FL1993
 FL1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4209699401(NAD 83)
 FL1993_MARKER: 22 = AIRWAY BEACON
 FL1993
 FL1993  HISTORY     - Date     Condition        Report By
 FL1993  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1993
 FL1993                          STATION DESCRIPTION
 FL1993
 FL1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1993'THE ROTATING BEACON ON TOP OF A STANDARD CIVIL AERONAUTICS
 FL1993'AUTHORITY STRUCTURAL STEEL TOWER ABOUT 75 FEET HIGH AND LOCATED
 FL1993'0.85 MILE NORTH OF ALANREED AND ON WEST SIDE OF FARM ROAD
 FL1993'291.  THE ROTATING BEACON WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2000 ***********************************************************************
 FL2000  DESIGNATION -  AMARILLO ST LOUIS AWY BCN 3
 FL2000  PID         -  FL2000
 FL2000  STATE/COUNTY-  TX/GRAY
 FL2000  USGS QUAD   -  JERICHO (1964)
 FL2000
 FL2000                         *CURRENT SURVEY CONTROL
 FL2000  ___________________________________________________________________
 FL2000* NAD 83(1993)-  35 13 27.75420(N)    100 59 15.76402(W)     ADJUSTED  
 FL2000* NAVD 88     -                                                        
 FL2000  ___________________________________________________________________
 FL2000  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 FL2000  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL2000
 FL2000  HORZ ORDER  -  THIRD
 FL2000
 FL2000.The horizontal coordinates were established by classical geodetic methods
 FL2000.and adjusted by the National Geodetic Survey in February 1996..
 FL2000
 FL2000
 FL2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2000
 FL2000.The geoid height was determined by GEOID03.
 FL2000
 FL2000;                    North         East     Units Scale Factor Converg.
 FL2000;SPC TX N     - 1,135,948.930   246,633.695   MT  0.99991655   +0 17 48.8
 FL2000;SPC TX N     - 3,726,859.11    809,164.05   sFT  0.99991655   +0 17 48.8
 FL2000;UTM  14      - 3,899,736.274   319,102.241   MT  1.00000330   -1 08 48.4
 FL2000
 FL2000                          SUPERSEDED SURVEY CONTROL
 FL2000
 FL2000  NAD 83(1993)-  35 13 27.75668(N)    100 59 15.76200(W) AD(       ) 4
 FL2000  NAD 83(1986)-  35 13 27.75933(N)    100 59 15.75507(W) AD(       ) 4
 FL2000  NAD 27      -  35 13 27.58300(N)    100 59 14.21500(W) AD(       ) 3
 FL2000
 FL2000.Superseded values are not recommended for survey control.
 FL2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2000.See file dsdata.txt to determine how the superseded data were derived.
 FL2000
 FL2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD1910299736(NAD 83)
 FL2000_MARKER: 22 = AIRWAY BEACON
 FL2000
 FL2000  HISTORY     - Date     Condition        Report By
 FL2000  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2000
 FL2000                          STATION DESCRIPTION
 FL2000
 FL2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2000'THE ROTATING BEACON ON TOP OF A STANDARD CIVIL AERONAUTICS
 FL2000'AUTHORITY STRUCTURAL STEEL TOWER APPROXIMATELY 75 FEET HIGH
 FL2000'LOCATED ABOUT 6.0 MILES NORTHEAST OF GROOM, 5-1/2 MILES
 FL2000'NORTHWEST OF JERICO, AND 2.45 MILES NORTH OF JUNCTION OF U.S.
 FL2000'HIGHWAY 66 AND STATE HIGHWAY 70.  BEACON IS ABOUT 1.0 MILE
 FL2000'WEST OF STATE HIGHWAY 70.  THE ROTATING BEACON WAS THE POINT
 FL2000'OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1807 ***********************************************************************
 FL1807  DESIGNATION -  AMARILLO SW MUNICIPAL TANK
 FL1807  PID         -  FL1807
 FL1807  STATE/COUNTY-  TX/POTTER
 FL1807  USGS QUAD   -  AMARILLO EAST (1973)
 FL1807
 FL1807                         *CURRENT SURVEY CONTROL
 FL1807  ___________________________________________________________________
 FL1807* NAD 83(1993)-  35 12 30.91453(N)    101 51 29.05901(W)     ADJUSTED  
 FL1807* NAVD 88     -                                                        
 FL1807  ___________________________________________________________________
 FL1807  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 FL1807  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL1807
 FL1807  HORZ ORDER  -  THIRD
 FL1807
 FL1807.The horizontal coordinates were established by classical geodetic methods
 FL1807.and adjusted by the National Geodetic Survey in February 1996..
 FL1807
 FL1807
 FL1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1807
 FL1807.The geoid height was determined by GEOID03.
 FL1807
 FL1807;                    North         East     Units Scale Factor Converg.
 FL1807;SPC TX N     - 1,134,135.612   167,398.195   MT  0.99991751   -0 12 27.1
 FL1807;SPC TX N     - 3,720,909.92    549,205.58   sFT  0.99991751   -0 12 27.1
 FL1807;UTM  14      - 3,899,918.198   239,823.306   MT  1.00043432   -1 38 55.5
 FL1807
 FL1807                          SUPERSEDED SURVEY CONTROL
 FL1807
 FL1807  NAD 83(1986)-  35 12 30.92211(N)    101 51 29.04989(W) AD(       ) 4
 FL1807  NAD 27      -  35 12 30.73400(N)    101 51 27.37600(W) AD(       ) 3
 FL1807
 FL1807.Superseded values are not recommended for survey control.
 FL1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1807.See file dsdata.txt to determine how the superseded data were derived.
 FL1807
 FL1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3982399918(NAD 83)
 FL1807_MARKER: 53 = ELEVATED TANK
 FL1807
 FL1807  HISTORY     - Date     Condition        Report By
 FL1807  HISTORY     - 1932     FIRST OBSERVED   CGS
 FL1807  HISTORY     - 1951     GOOD             CGS
 FL1807  HISTORY     - 1963     GOOD             CGS
 FL1807  HISTORY     - 20030414 MARK NOT FOUND   GEOCAC
 FL1807
 FL1807                          STATION DESCRIPTION
 FL1807
 FL1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1807'THE STATION IS LOCATED IN WEST CENTRAL AMARILLO NEAR W 8TH
 FL1807'AVENUE AND CROCKETT STREET.
 FL1807'
 FL1807'THE TANK IS AN ELEVATED, SILVER, STEEL, MUNICIPAL WATER TANK
 FL1807'THAT IS ABOUT 170 FEET HIGH WITH A CONE SHAPED TOP.  THE CENTER
 FL1807'OF TOP OF TANK WAS INTERSECTED.
 FL1807
 FL1807                          STATION RECOVERY (1963)
 FL1807
 FL1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 FL1807'THE INTERSECTION STATION STATION WAS RECOVERED AS DESCRIBED
 FL1807'AND FOUND TO BE IN GOOD CONDITION.
 FL1807
 FL1807                          STATION RECOVERY (2003)
 FL1807
 FL1807'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 FL1807'SITE STILL USED BY THE CITY OF AMARILLO AS THE BONHAM PUMP STATION.
 FL1807'THE REFERENCE TOWER/TANK WAS REMOVED MANY YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1790 ***********************************************************************
 FL1790  DESIGNATION -  AMARILLO TEX DEPT PUB SAFE MST
 FL1790  PID         -  FL1790
 FL1790  STATE/COUNTY-  TX/POTTER
 FL1790  USGS QUAD   -  AMARILLO EAST (1973)
 FL1790
 FL1790                         *CURRENT SURVEY CONTROL
 FL1790  ___________________________________________________________________
 FL1790* NAD 83(1993)-  35 11 57.06836(N)    101 48 44.31423(W)     ADJUSTED  
 FL1790* NAVD 88     -                                                        
 FL1790  ___________________________________________________________________
 FL1790  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 FL1790  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FL1790
 FL1790  HORZ ORDER  -  THIRD
 FL1790
 FL1790.The horizontal coordinates were established by classical geodetic methods
 FL1790.and adjusted by the National Geodetic Survey in February 1996..
 FL1790
 FL1790
 FL1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1790
 FL1790.The geoid height was determined by GEOID03.
 FL1790
 FL1790;                    North         East     Units Scale Factor Converg.
 FL1790;SPC TX N     - 1,133,078.510   171,561.473   MT  0.99991812   -0 10 51.6
 FL1790;SPC TX N     - 3,717,441.74    562,864.60   sFT  0.99991812   -0 10 51.6
 FL1790;UTM  14      - 3,898,756.142   243,960.763   MT  1.00040799   -1 37 19.0
 FL1790
 FL1790                          SUPERSEDED SURVEY CONTROL
 FL1790
 FL1790  NAD 83(1986)-  35 11 57.07587(N)    101 48 44.30520(W) AD(       ) 4
 FL1790  NAD 27      -  35 11 56.88500(N)    101 48 42.63200(W) AD(       ) 3
 FL1790
 FL1790.Superseded values are not recommended for survey control.
 FL1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1790.See file dsdata.txt to determine how the superseded data were derived.
 FL1790
 FL1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4396198756(NAD 83)
 FL1790_MARKER: 42 = RADIO/TV MAST
 FL1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1790+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2006
 FL1790
 FL1790  HISTORY     - Date     Condition        Report By
 FL1790  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1790  HISTORY     - 1964     GOOD             CGS
 FL1790  HISTORY     - 20030415 GOOD             GEOCAC
 FL1790  HISTORY     - 20060714 GOOD             GEOCAC
 FL1790
 FL1790                          STATION DESCRIPTION
 FL1790
 FL1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1790'THE STATION IS A RADIO MAST OF THE STATE OF TEXAS DEPARTMENT
 FL1790'OF PUBLIC SAFETY.
 FL1790'
 FL1790'THE STATION IS LOCATED IN THE SOUTHEAST PART OF AMARILLO,
 FL1790'NEAR THE JUNCTION OF WEST 10TH STREET AND U.S. HIGHWAY 287.
 FL1790'
 FL1790'THE MAST IS OF STEEL CONSTRUCTION ON A CONCRETE BASE, AND IS
 FL1790'300 FEET HIGH.
 FL1790
 FL1790                          STATION RECOVERY (1964)
 FL1790
 FL1790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1790'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE FOLLOWING
 FL1790'EXCEPTION--THE STATION IS NEAR THE JUNCTION OF EAST 10TH STREET
 FL1790'AND U.S. HIGHWAY 287.
 FL1790
 FL1790                          STATION RECOVERY (2003)
 FL1790
 FL1790'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 FL1790'RECOVERED IN GOOD CONDITION.
 FL1790
 FL1790                          STATION RECOVERY (2006)
 FL1790
 FL1790'RECOVERY NOTE BY GEOCACHING 2006 (JEH)
 FL1790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1804 ***********************************************************************
 FL1804  DESIGNATION -  AMARILLO THE TEXAS CO STACK
 FL1804  PID         -  FL1804
 FL1804  STATE/COUNTY-  TX/POTTER
 FL1804  USGS QUAD   -  AMARILLO EAST (1973)
 FL1804
 FL1804                         *CURRENT SURVEY CONTROL
 FL1804  ___________________________________________________________________
 FL1804* NAD 83(1993)-  35 12 23.33532(N)    101 47 23.52991(W)     ADJUSTED  
 FL1804* NAVD 88     -                                                        
 FL1804  ___________________________________________________________________
 FL1804  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 FL1804  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL1804
 FL1804  HORZ ORDER  -  THIRD
 FL1804
 FL1804.The horizontal coordinates were established by classical geodetic methods
 FL1804.and adjusted by the National Geodetic Survey in February 1996..
 FL1804
 FL1804
 FL1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1804
 FL1804.The geoid height was determined by GEOID03.
 FL1804
 FL1804;                    North         East     Units Scale Factor Converg.
 FL1804;SPC TX N     - 1,133,881.709   173,607.208   MT  0.99991765   -0 10 04.8
 FL1804;SPC TX N     - 3,720,076.91    569,576.31   sFT  0.99991765   -0 10 04.8
 FL1804;UTM  14      - 3,899,508.000   246,027.050   MT  1.00039500   -1 36 33.4
 FL1804
 FL1804                          SUPERSEDED SURVEY CONTROL
 FL1804
 FL1804  NAD 83(1986)-  35 12 23.34279(N)    101 47 23.52071(W) AD(       ) 4
 FL1804  NAD 27      -  35 12 23.15300(N)    101 47 21.85400(W) AD(       ) 3
 FL1804
 FL1804.Superseded values are not recommended for survey control.
 FL1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1804.See file dsdata.txt to determine how the superseded data were derived.
 FL1804
 FL1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4602799508(NAD 83)
 FL1804_MARKER: 63 = STACK
 FL1804
 FL1804  HISTORY     - Date     Condition        Report By
 FL1804  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1804
 FL1804                          STATION DESCRIPTION
 FL1804
 FL1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1804'THE STATION IS LOCATED IN THE EAST PART OF AMARILLO, NEAR THE
 FL1804'INTERSECTION OF GRAND AVENUE AND 3RD STREET, AT THE EAST EDGE
 FL1804'OF THE TEXAS COMPANY REFINERY.
 FL1804'
 FL1804'THE STACK IS TALL, BLACK, ABOUT 200 FEET HIGH, AND IS CONTINUALLY
 FL1804'FLAMING WITH WASTE GAS.  THE CENTER OF THE TOP OF STACK WAS
 FL1804'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1720 ***********************************************************************
 FL1720  DESIGNATION -  AMARILLO TULSA AWY BCN 2
 FL1720  PID         -  FL1720
 FL1720  STATE/COUNTY-  TX/CARSON
 FL1720  USGS QUAD   -  LARK (1983)
 FL1720
 FL1720                         *CURRENT SURVEY CONTROL
 FL1720  ___________________________________________________________________
 FL1720* NAD 83(1993)-  35 13 20.80622(N)    101 14 24.96547(W)     ADJUSTED  
 FL1720* NAVD 88     -                                                        
 FL1720  ___________________________________________________________________
 FL1720  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FL1720  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1720
 FL1720  HORZ ORDER  -  THIRD
 FL1720
 FL1720.The horizontal coordinates were established by classical geodetic methods
 FL1720.and adjusted by the National Geodetic Survey in February 1996..
 FL1720
 FL1720
 FL1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1720
 FL1720.The geoid height was determined by GEOID03.
 FL1720
 FL1720;                    North         East     Units Scale Factor Converg.
 FL1720;SPC TX N     - 1,135,645.062   223,644.099   MT  0.99991666   +0 09 01.9
 FL1720;SPC TX N     - 3,725,862.17    733,739.01   sFT  0.99991666   +0 09 01.9
 FL1720;UTM  14      - 3,900,011.620   296,109.063   MT  1.00011235   -1 17 33.1
 FL1720
 FL1720                          SUPERSEDED SURVEY CONTROL
 FL1720
 FL1720  NAD 83(1993)-  35 13 20.81034(N)    101 14 24.96262(W) AD(       ) 4
 FL1720  NAD 83(1986)-  35 13 20.81239(N)    101 14 24.95647(W) AD(       ) 4
 FL1720  NAD 27      -  35 13 20.63300(N)    101 14 23.37700(W) AD(       ) 3
 FL1720
 FL1720.Superseded values are not recommended for survey control.
 FL1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1720.See file dsdata.txt to determine how the superseded data were derived.
 FL1720
 FL1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9610900012(NAD 83)
 FL1720_MARKER: 21 = AIRPORT BEACON
 FL1720
 FL1720  HISTORY     - Date     Condition        Report By
 FL1720  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1720  HISTORY     - 1956     GOOD             CGS
 FL1720
 FL1720                          STATION DESCRIPTION
 FL1720
 FL1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1720'STATION IS LOCATED ABOUT 1 MILE NORTH OF LARK SIDING OF THE ROCK
 FL1720'ISLAND RAILROAD.  IT IS ABOUT 60 FEET HIGH AND FLASHES A U
 FL1720'(..-).
 FL1720
 FL1720                          STATION RECOVERY (1956)
 FL1720
 FL1720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1720'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO
 FL1720'REACH THE STATION FROM LARK ON U.S. 66, GO NORTH 1.0 MILE TO
 FL1720'STATION 80 FEET ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1811 ***********************************************************************
 FL1811  DESIGNATION -  AMARILLO VETS HOSP WATER TANK
 FL1811  PID         -  FL1811
 FL1811  STATE/COUNTY-  TX/POTTER
 FL1811  USGS QUAD   -  AMARILLO WEST (1973)
 FL1811
 FL1811                         *CURRENT SURVEY CONTROL
 FL1811  ___________________________________________________________________
 FL1811* NAD 83(1993)-  35 12 20.21579(N)    101 54 27.59572(W)     ADJUSTED  
 FL1811* NAVD 88     -                                                        
 FL1811  ___________________________________________________________________
 FL1811  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 FL1811  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FL1811
 FL1811  HORZ ORDER  -  THIRD
 FL1811
 FL1811.The horizontal coordinates were established by classical geodetic methods
 FL1811.and adjusted by the National Geodetic Survey in February 1996..
 FL1811
 FL1811
 FL1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1811
 FL1811.The geoid height was determined by GEOID03.
 FL1811
 FL1811;                    North         East     Units Scale Factor Converg.
 FL1811;SPC TX N     - 1,133,823.416   162,881.458   MT  0.99991770   -0 14 10.5
 FL1811;SPC TX N     - 3,719,885.66    534,386.92   sFT  0.99991770   -0 14 10.5
 FL1811;UTM  14      - 3,899,719.591   235,297.743   MT  1.00046360   -1 40 38.2
 FL1811
 FL1811                          SUPERSEDED SURVEY CONTROL
 FL1811
 FL1811  NAD 83(1986)-  35 12 20.22357(N)    101 54 27.58683(W) AD(       ) 4
 FL1811  NAD 27      -  35 12 20.03800(N)    101 54 25.90800(W) AD(       ) 3
 FL1811
 FL1811.Superseded values are not recommended for survey control.
 FL1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1811.See file dsdata.txt to determine how the superseded data were derived.
 FL1811
 FL1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3529899720(NAD 83)
 FL1811_MARKER: 53 = ELEVATED TANK
 FL1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FL1811+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003
 FL1811
 FL1811  HISTORY     - Date     Condition        Report By
 FL1811  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1811  HISTORY     - 20030415 GOOD             GEOCAC
 FL1811
 FL1811                          STATION DESCRIPTION
 FL1811
 FL1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1811'STATION IS LOCATED AT THE EXTREME WEST PART OF AMARILLO, AT
 FL1811'THE VETERANS HOSPITAL.
 FL1811'
 FL1811'THE TANK IS AN ELEVATED, SILVER, STEEL WATER TANK ABOUT 165
 FL1811'FEET HIGH WITH A POINTED TOP.  THE POINT AT TOP OF TANK WAS
 FL1811'INTERSECTED.
 FL1811
 FL1811                          STATION RECOVERY (2003)
 FL1811
 FL1811'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 FL1811'TOWER HAS BEEN PAINTED TAN/LIGHT BROWN AND IS STANDING JUST SOUTH OF
 FL1811'WHAT IS NOW W NINTH AVE IN AMARILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1812 ***********************************************************************
 FL1812  DESIGNATION -  AMARILLO W MUNICIPAL TANK
 FL1812  PID         -  FL1812
 FL1812  STATE/COUNTY-  TX/POTTER
 FL1812  USGS QUAD   -  AMARILLO WEST (1973)
 FL1812
 FL1812                         *CURRENT SURVEY CONTROL
 FL1812  ___________________________________________________________________
 FL1812* NAD 83(1993)-  35 12 39.42313(N)    101 52 59.18526(W)     ADJUSTED  
 FL1812* NAVD 88     -                                                        
 FL1812  ___________________________________________________________________
 FL1812  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 FL1812  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FL1812
 FL1812  HORZ ORDER  -  THIRD
 FL1812
 FL1812.The horizontal coordinates were established by classical geodetic methods
 FL1812.and adjusted by the National Geodetic Survey in February 1996..
 FL1812
 FL1812
 FL1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1812
 FL1812.The geoid height was determined by GEOID03.
 FL1812
 FL1812;                    North         East     Units Scale Factor Converg.
 FL1812;SPC TX N     - 1,134,406.350   165,119.824   MT  0.99991736   -0 13 19.3
 FL1812;SPC TX N     - 3,721,798.17    541,730.62   sFT  0.99991736   -0 13 19.3
 FL1812;UTM  14      - 3,900,246.328   237,551.275   MT  1.00044896   -1 39 47.9
 FL1812
 FL1812                          SUPERSEDED SURVEY CONTROL
 FL1812
 FL1812  NAD 83(1986)-  35 12 39.43070(N)    101 52 59.17629(W) AD(       ) 4
 FL1812  NAD 27      -  35 12 39.24400(N)    101 52 57.50500(W) AD(       ) 3
 FL1812
 FL1812.Superseded values are not recommended for survey control.
 FL1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1812.See file dsdata.txt to determine how the superseded data were derived.
 FL1812
 FL1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3755100246(NAD 83)
 FL1812_MARKER: 53 = ELEVATED TANK
 FL1812
 FL1812  HISTORY     - Date     Condition        Report By
 FL1812  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1812  HISTORY     - 1963     GOOD             CGS
 FL1812
 FL1812                          STATION DESCRIPTION
 FL1812
 FL1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1812'STATION IS LOCATED IN THE WEST EDGE OF AMARILLO IN A Y FORMED
 FL1812'BY THE JUNCTION OF 6TH AVENUE AND U.S. HIGHWAY 66.
 FL1812'
 FL1812'THE TANK IS AN ELEVATED, SILVER, STEEL STRUCTURE THAT IS
 FL1812'160 FEET HIGH.  IT IS A MUNICIPAL WATER TANK THAT HAS AN OVAL
 FL1812'TOP.  THE CENTER OF TOP WAS INTERSECTED.
 FL1812
 FL1812                          STATION RECOVERY (1963)
 FL1812
 FL1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 FL1812'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND FOUND
 FL1812'TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1797 ***********************************************************************
 FL1797  DESIGNATION -  AMARILLO WATER TANK
 FL1797  PID         -  FL1797
 FL1797  STATE/COUNTY-  TX/POTTER
 FL1797  USGS QUAD   -  AMARILLO EAST (1973)
 FL1797
 FL1797                         *CURRENT SURVEY CONTROL
 FL1797  ___________________________________________________________________
 FL1797* NAD 83(1993)-  35 12 40.67563(N)    101 50 03.41381(W)     ADJUSTED  
 FL1797* NAVD 88     -                                                        
 FL1797  ___________________________________________________________________
 FL1797  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 FL1797  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FL1797
 FL1797  HORZ ORDER  -  THIRD
 FL1797
 FL1797.The horizontal coordinates were established by classical geodetic methods
 FL1797.and adjusted by the National Geodetic Survey in February 1996..
 FL1797
 FL1797
 FL1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1797
 FL1797.The geoid height was determined by GEOID03.
 FL1797
 FL1797;                    North         East     Units Scale Factor Converg.
 FL1797;SPC TX N     - 1,134,428.818   169,565.271   MT  0.99991734   -0 11 37.4
 FL1797;SPC TX N     - 3,721,871.88    556,315.39   sFT  0.99991734   -0 11 37.4
 FL1797;UTM  14      - 3,900,156.924   241,998.180   MT  1.00042043   -1 38 06.5
 FL1797
 FL1797                          SUPERSEDED SURVEY CONTROL
 FL1797
 FL1797  NAD 83(1986)-  35 12 40.68306(N)    101 50 03.40461(W) AD(       ) 4
 FL1797  NAD 27      -  35 12 40.49100(N)    101 50 01.73000(W) AD(       ) 3
 FL1797
 FL1797.Superseded values are not recommended for survey control.
 FL1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1797.See file dsdata.txt to determine how the superseded data were derived.
 FL1797
 FL1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4199800157(NAD 83)
 FL1797_MARKER: 51 = TANK
 FL1797
 FL1797  HISTORY     - Date     Condition        Report By
 FL1797  HISTORY     - 1921     FIRST OBSERVED   CGS
 FL1797  HISTORY     - 20030414 MARK NOT FOUND   GEOCAC
 FL1797
 FL1797                          STATION DESCRIPTION
 FL1797
 FL1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL1797'STATION IS THE MUNICIPAL TANK AT AMARILLO, A HIGH BLACK TANK
 FL1797'NEAR THE NORTHERN EDGE OF THE BUSINESS DISTRICT, BETWEEN
 FL1797'POLK AND TAYLOR STREETS.
 FL1797
 FL1797                          STATION RECOVERY (2003)
 FL1797
 FL1797'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 FL1797'TOWER/TANK REMOVED MANY YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9334 ***********************************************************************
 DG9334  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9334  DESIGNATION -  AMBIOTEC CE COOP CORS ARP
 DG9334  CORS_ID     -  AMBI
 DG9334  PID         -  DG9334
 DG9334  STATE/COUNTY-  TX/CAMERON
 DG9334  USGS QUAD   -  EAST BROWNSVILLE (1983)
 DG9334
 DG9334                         *CURRENT SURVEY CONTROL
 DG9334  ___________________________________________________________________
 DG9334* NAD 83(CORS)-  25 58 51.18680(N)    097 28 57.81799(W)     ADJUSTED  
 DG9334* NAVD 88     -                                                        
 DG9334  ___________________________________________________________________
 DG9334  EPOCH DATE  -        2002.00
 DG9334  X           -    -747,145.844 (meters)                     COMP
 DG9334  Y           -  -5,688,387.013 (meters)                     COMP
 DG9334  Z           -   2,777,155.463 (meters)                     COMP
 DG9334  ELLIP HEIGHT-          -6.77  (meters)          (03/??/05) GPS OBS
 DG9334  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 DG9334
 DG9334  HORZ ORDER  -  SPECIAL (CORS)
 DG9334  ELLP ORDER  -  SPECIAL (CORS)
 DG9334
 DG9334.ITRF positions are available for this station.
 DG9334.The coordinates were established by GPS observations
 DG9334.and adjusted by the National Geodetic Survey in March 2005..
 DG9334.The coordinates are valid at the epoch date displayed above.
 DG9334.The epoch date for horizontal control is a decimal equivalence
 DG9334.of Year/Month/Day.
 DG9334
 DG9334
 DG9334.The PID for the CORS L1 Phase Center is DG9335.
 DG9334
 DG9334.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9334
 DG9334.The ellipsoidal height was determined by GPS observations
 DG9334.and is referenced to NAD 83.
 DG9334
 DG9334.The geoid height was determined by GEOID03.
 DG9334
 DG9334;                    North         East     Units Scale Factor Converg.
 DG9334;SPC TX S     - 5,035,225.031   401,867.695   MT  1.00005198   +0 27 42.7
 DG9334;SPC TX S     -16,519,734.12  1,318,460.93   sFT  1.00005198   +0 27 42.7
 DG9334
 DG9334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9334!SPC TX S     -   1.00000106  x   1.00005198  =   1.00005304
 DG9334
 DG9334                          SUPERSEDED SURVEY CONTROL
 DG9334
 DG9334.No superseded survey control is available for this station.
 DG9334
 DG9334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5188174448(NAD 83)
 DG9334_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9334
 DG9334                          STATION DESCRIPTION
 DG9334
 DG9334'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9334'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9334'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9334'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9334'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9334'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9335 ***********************************************************************
 DG9335  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9335  DESIGNATION -  AMBIOTEC CE COOP CORS L1 PHASE CENTER
 DG9335  CORS_ID     -  AMBI
 DG9335  PID         -  DG9335
 DG9335  STATE/COUNTY-  TX/CAMERON
 DG9335  USGS QUAD   -  EAST BROWNSVILLE (1983)
 DG9335
 DG9335                         *CURRENT SURVEY CONTROL
 DG9335  ___________________________________________________________________
 DG9335* NAD 83(CORS)-  25 58 51.18688(N)    097 28 57.81794(W)     ADJUSTED  
 DG9335* NAVD 88     -                                                        
 DG9335  ___________________________________________________________________
 DG9335  EPOCH DATE  -        2002.00
 DG9335  X           -    -747,145.855 (meters)                     COMP
 DG9335  Y           -  -5,688,387.110 (meters)                     COMP
 DG9335  Z           -   2,777,155.513 (meters)                     COMP
 DG9335  ELLIP HEIGHT-          -6.66  (meters)          (03/??/05) GPS OBS
 DG9335  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 DG9335
 DG9335  HORZ ORDER  -  SPECIAL (CORS)
 DG9335  ELLP ORDER  -  SPECIAL (CORS)
 DG9335
 DG9335.ITRF positions are available for this station.
 DG9335.The coordinates were established by GPS observations
 DG9335.and adjusted by the National Geodetic Survey in March 2005..
 DG9335.The coordinates are valid at the epoch date displayed above.
 DG9335.The epoch date for horizontal control is a decimal equivalence
 DG9335.of Year/Month/Day.
 DG9335
 DG9335
 DG9335.The PID for the CORS ARP is DG9334.
 DG9335
 DG9335.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9335
 DG9335.The ellipsoidal height was determined by GPS observations
 DG9335.and is referenced to NAD 83.
 DG9335
 DG9335.The geoid height was determined by GEOID03.
 DG9335
 DG9335;                    North         East     Units Scale Factor Converg.
 DG9335;SPC TX S     - 5,035,225.033   401,867.696   MT  1.00005198   +0 27 42.7
 DG9335;SPC TX S     -16,519,734.13  1,318,460.93   sFT  1.00005198   +0 27 42.7
 DG9335
 DG9335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9335!SPC TX S     -   1.00000105  x   1.00005198  =   1.00005303
 DG9335
 DG9335                          SUPERSEDED SURVEY CONTROL
 DG9335
 DG9335.No superseded survey control is available for this station.
 DG9335
 DG9335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5188174448(NAD 83)
 DG9335_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9335
 DG9335                          STATION DESCRIPTION
 DG9335
 DG9335'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9335'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9335'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9335'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9335'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9335'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6896 ***********************************************************************
 AW6896  DESIGNATION -  AMERADA
 AW6896  PID         -  AW6896
 AW6896  STATE/COUNTY-  TX/HARRIS
 AW6896  USGS QUAD   -  SATSUMA (1982)
 AW6896
 AW6896                         *CURRENT SURVEY CONTROL
 AW6896  ___________________________________________________________________
 AW6896* NAD 83(1993)-  29 53 07.80036(N)    095 31 30.47374(W)     ADJUSTED  
 AW6896* NAVD 88     -        32.2    (meters)     106.     (feet)  VERTCON   
 AW6896  ___________________________________________________________________
 AW6896  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6896  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW6896
 AW6896  HORZ ORDER  -  FIRST
 AW6896
 AW6896.The horizontal coordinates were established by classical geodetic methods
 AW6896.and adjusted by the National Geodetic Survey in February 1996..
 AW6896
 AW6896.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6896
 AW6896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6896
 AW6896.The geoid height was determined by GEOID03.
 AW6896
 AW6896;                    North         East     Units Scale Factor Converg.
 AW6896;SPC TXSC     - 4,232,423.357   935,581.512   MT  0.99990927   +1 42 08.6
 AW6896;SPC TXSC     -13,885,875.63  3,069,487.01   sFT  0.99990927   +1 42 08.6
 AW6896;UTM  15      - 3,308,776.603   256,137.772   MT  1.00033379   -1 15 31.7
 AW6896
 AW6896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6896!SPC TXSC     -   0.99999928  x   0.99990927  =   0.99990855
 AW6896!UTM  15      -   0.99999928  x   1.00033379  =   1.00033307
 AW6896
 AW6896:                Primary Azimuth Mark                     Grid Az
 AW6896:SPC TXSC     -  AMERADA AZ MK                            004 55 10.1
 AW6896:UTM  15      -  AMERADA AZ MK                            007 52 50.4
 AW6896
 AW6896|---------------------------------------------------------------------|
 AW6896| PID    Reference Object                     Distance      Geod. Az  |
 AW6896|                                                           dddmmss.s |
 AW6896| CV5947 AMERADA AZ MK                                      0063718.7 |
 AW6896| CV5948 AMERADA RM 1                         25.451 METERS 08931     |
 AW6896| CV5949 AMERADA RM 2                         24.065 METERS 21450     |
 AW6896|---------------------------------------------------------------------|
 AW6896
 AW6896                          SUPERSEDED SURVEY CONTROL
 AW6896
 AW6896  NAD 83(1986)-  29 53 07.81505(N)    095 31 30.45536(W) AD(       ) 1
 AW6896  NAD 27      -  29 53 07.00495(N)    095 31 29.66499(W) AD(       ) 1
 AW6896  NGVD 29 (07/19/86)   32.2    (m)          106.     (f) VERT ANG       
 AW6896
 AW6896.Superseded values are not recommended for survey control.
 AW6896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6896.See file dsdata.txt to determine how the superseded data were derived.
 AW6896
 AW6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5613808777(NAD 83)
 AW6896_MARKER: DS = TRIANGULATION STATION DISK
 AW6896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6896
 AW6896  HISTORY     - Date     Condition        Report By
 AW6896  HISTORY     - 1968     MONUMENTED       CGS
 AW6896  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 AW6896
 AW6896                          STATION DESCRIPTION
 AW6896
 AW6896'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6896'THE STATION IS LOCATED ON THE PROPERTY OF THE AMERADA PETROLEUM
 AW6896'CORPORATION, ABOUT 13 MILES NORTHWEST OF THE CENTER OF HOUSTON, 3
 AW6896'MILES EAST OF JERSEY VILLAGE AND 2 MILES NORTHEAST OF U.S. HIGHWAY
 AW6896'290 (HEMPSTEAD ROAD).
 AW6896'
 AW6896'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND
 AW6896'FAIRBANKS-N HOUSTON ROAD, GO NORTH ON FAIRBANKS-N HOUSTON ROAD FOR
 AW6896'2.55 MILES TO WARREN AVENUE ON THE RIGHT AND THE STATION ON THE
 AW6896'LEFT.
 AW6896'
 AW6896'THE STATION MARK IS A STANDARD DISK STAMPED AMERADA 1968, SET IN THE
 AW6896'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6896'THE GROUND.  IT IS 118 FEET WEST OF THE CENTER OF FAIRBANKS-N
 AW6896'HOUSTON ROAD, 103.5 FEET NORTHWEST OF A TELEPHONE POLE, 100 FEET
 AW6896'NORTH-NORTHWEST OF THE CENTER OF A DRIVEWAY WHERE IT TURNS SOUTH,
 AW6896'77 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 49 FEET EAST OF A
 AW6896'NORTH-SOUTH WIRE FENCE.
 AW6896'
 AW6896'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AMERADA NO 1 1968, SET
 AW6896'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6896'WITH THE GROUND.  IT IS 77 FEET SOUTH OF THE CENTER OF THE DIRT
 AW6896'ROAD, 60.5 FEET NORTH OF THE TELEPHONE POLE, 35 FEET WEST OF THE
 AW6896'CENTER OF FAIRBANKS-N HOUSTON ROAD AND 2.1 FEET NORTHWEST OF A
 AW6896'METAL WITNESS POST.
 AW6896'
 AW6896'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AMERADA NO 2 1968, SET
 AW6896'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6896'1 INCH ABOVE THE GROUND.  IT IS 73 FEET NORTHWEST OF THE CENTER OF
 AW6896'THE DRIVEWAY WHERE ITS TURNS SOUTH AND 2.1 FEET EAST OF THE
 AW6896'NORTH-SOUTH WIRE FENCE.
 AW6896'
 AW6896'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AMERADA 1968, SET IN THE
 AW6896'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6896'THE GROUND.  IT IS 25 FEET EAST OF THE CENTER OF FAIRBANKS-N
 AW6896'HOUSTON ROAD, 23.6 FEET SOUTH OF THE SOUTHWEST CORNER OF A CABLE
 AW6896'FENCE, 18 FEET NORTH OF THE CENTER OF A DIRT ROAD AND 4.5 FEET
 AW6896'EAST OF A POWER LINE POLE.
 AW6896'
 AW6896'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON FAIRBANKS-N
 AW6896'HOUSTON ROAD FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT, JUST AFTER
 AW6896'CROSSING A BRIDGE, AND THE MARK ON THE RIGHT.
 AW6896'
 AW6896'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AW6896
 AW6896                          STATION RECOVERY (1994)
 AW6896
 AW6896'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1210 ***********************************************************************
 CR1210  DESIGNATION -  AMERICAN TEL AND TEL CO TWR
 CR1210  PID         -  CR1210
 CR1210  STATE/COUNTY-  TX/UPSHUR
 CR1210  USGS QUAD   -  WHITE OAK (1978)
 CR1210
 CR1210                         *CURRENT SURVEY CONTROL
 CR1210  ___________________________________________________________________
 CR1210* NAD 83(1993)-  32 36 36.68004(N)    094 52 11.19924(W)     ADJUSTED  
 CR1210* NAVD 88     -                                                        
 CR1210  ___________________________________________________________________
 CR1210  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CR1210  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CR1210
 CR1210  HORZ ORDER  -  THIRD
 CR1210
 CR1210.The horizontal coordinates were established by classical geodetic methods
 CR1210.and adjusted by the National Geodetic Survey in February 1996..
 CR1210
 CR1210
 CR1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1210
 CR1210.The geoid height was determined by GEOID03.
 CR1210
 CR1210;                    North         East     Units Scale Factor Converg.
 CR1210;SPC TXNC     - 2,110,513.599   940,638.767   MT  0.99990211   +1 58 47.7
 CR1210;SPC TXNC     - 6,924,243.37  3,086,079.02   sFT  0.99990211   +1 58 47.7
 CR1210;UTM  15      - 3,609,616.899   324,555.990   MT  0.99997957   -1 00 28.5
 CR1210
 CR1210                          SUPERSEDED SURVEY CONTROL
 CR1210
 CR1210  NAD 83(1986)-  32 36 36.68720(N)    094 52 11.18666(W) AD(       ) 4
 CR1210  NAD 27      -  32 36 36.17400(N)    094 52 10.41000(W) AD(       ) 3
 CR1210
 CR1210.Superseded values are not recommended for survey control.
 CR1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1210.See file dsdata.txt to determine how the superseded data were derived.
 CR1210
 CR1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2455609617(NAD 83)
 CR1210_MARKER: 55 = TOWER
 CR1210
 CR1210  HISTORY     - Date     Condition        Report By
 CR1210  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1210
 CR1210                          STATION DESCRIPTION
 CR1210
 CR1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1210'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF GLADEWATER
 CR1210'ON A HIGH TIMBERED HILL.  IT IS A STEEL TOWER PAINTED ALTERNATELY
 CR1210'RED AND WHITE WITH FOUR LARGE REFLECTORS AT THE TOP.  THE
 CR1210'APPROX. HEIGHT IS 200 FEET.
 CR1210'
 CR1210'THE RED LIGHT AT THE APEX OF THE TOWER WAS THE POINT INTERSECTED.
 CR1210'
 CR1210'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CR1210'AND 271 IN GLADEWATER GO NORTH ON U.S. HIGHWAY 271 FOR 2.7
 CR1210'MILES TO THE JUNCTION WITH FARM ROAD 1844.  TURN RIGHT ON
 CR1210'FARM ROAD 1844 AND GO 3.2 MILES TO A CROSS ROADS.  TURN LEFT
 CR1210'AND GO 1.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW
 CR1210'MAIN TRAVEDLED ROAD FOR 0.3 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0616 ***********************************************************************
 EO0616  DESIGNATION -  AMHERST MUNICIPAL TANK
 EO0616  PID         -  EO0616
 EO0616  STATE/COUNTY-  TX/LAMB
 EO0616  USGS QUAD   -  AMHERST (1981)
 EO0616
 EO0616                         *CURRENT SURVEY CONTROL
 EO0616  ___________________________________________________________________
 EO0616* NAD 83(1993)-  34 00 28.37925(N)    102 24 55.91637(W)     ADJUSTED  
 EO0616* NAVD 88     -                                                        
 EO0616  ___________________________________________________________________
 EO0616  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 EO0616  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 EO0616
 EO0616  HORZ ORDER  -  THIRD
 EO0616
 EO0616.The horizontal coordinates were established by classical geodetic methods
 EO0616.and adjusted by the National Geodetic Survey in February 1996..
 EO0616
 EO0616
 EO0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0616
 EO0616.The geoid height was determined by GEOID03.
 EO0616
 EO0616;                    North         East     Units Scale Factor Converg.
 EO0616;SPC TXNC     - 2,266,371.312   238,377.290   MT  1.00001176   -2 08 07.8
 EO0616;SPC TXNC     - 7,435,586.55    782,076.16   sFT  1.00001176   -2 08 07.8
 EO0616;UTM  13      - 3,766,042.068   738,678.479   MT  1.00030231   +1 26 46.3
 EO0616
 EO0616                          SUPERSEDED SURVEY CONTROL
 EO0616
 EO0616  NAD 83(1986)-  34 00 28.38736(N)    102 24 55.90990(W) AD(       ) 4
 EO0616  NAD 27      -  34 00 28.07000(N)    102 24 54.26000(W) AD(       ) 3
 EO0616
 EO0616.Superseded values are not recommended for survey control.
 EO0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0616.See file dsdata.txt to determine how the superseded data were derived.
 EO0616
 EO0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT3867866042(NAD 83)
 EO0616_MARKER: 51 = TANK
 EO0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0616+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 EO0616
 EO0616  HISTORY     - Date     Condition        Report By
 EO0616  HISTORY     - 1935     FIRST OBSERVED   CGS
 EO0616  HISTORY     - 1969     GOOD             CGS
 EO0616  HISTORY     - 20030719 GOOD             USPSQD
 EO0616
 EO0616                          STATION DESCRIPTION
 EO0616
 EO0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EO0616'STATION RECOVERED IN GOOD CONDITION.
 EO0616'
 EO0616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AMHERST
 EO0616
 EO0616                          STATION RECOVERY (2003)
 EO0616
 EO0616'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 EO0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5099 ***********************************************************************
 AC5099  DESIGNATION -  AML5 A
 AC5099  PID         -  AC5099
 AC5099  STATE/COUNTY-  TX/RANDALL
 AC5099  USGS QUAD   -  AMARILLO WEST (1973)
 AC5099
 AC5099                         *CURRENT SURVEY CONTROL
 AC5099  ___________________________________________________________________
 AC5099* NAD 83(1993)-  35 09 13.05331(N)    101 52 39.97931(W)     ADJUSTED  
 AC5099* NAVD 88     -      1118.377  (meters)    3669.21   (feet)  ADJUSTED  
 AC5099  ___________________________________________________________________
 AC5099  X           -  -1,074,718.178 (meters)                     COMP
 AC5099  Y           -  -5,109,726.987 (meters)                     COMP
 AC5099  Z           -   3,652,444.058 (meters)                     COMP
 AC5099  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AC5099  ELLIP HEIGHT-        1092.45  (meters)          (10/23/00) GPS OBS
 AC5099  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AC5099  DYNAMIC HT  -        1117.040 (meters)    3664.82  (feet)  COMP
 AC5099  MODELED GRAV-     979,399.9   (mgal)                       NAVD 88
 AC5099
 AC5099  HORZ ORDER  -  B
 AC5099  VERT ORDER  -  FIRST     CLASS II
 AC5099  ELLP ORDER  -  FOURTH    CLASS II
 AC5099
 AC5099.This is a reference station for the AMARILLO RRP
 AC5099.National Continuously Operating Reference Station (AML5).
 AC5099
 AC5099.The horizontal coordinates were established by GPS observations
 AC5099.and adjusted by the National Geodetic Survey in July 1997..
 AC5099
 AC5099.The orthometric height was determined by differential leveling
 AC5099.and adjusted by the National Geodetic Survey in July 2002..
 AC5099
 AC5099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5099
 AC5099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5099
 AC5099.The ellipsoidal height was determined by GPS observations
 AC5099.and is referenced to NAD 83.
 AC5099
 AC5099.The geoid height was determined by GEOID03.
 AC5099
 AC5099.The dynamic height is computed by dividing the NAVD 88
 AC5099.geopotential number by the normal gravity value computed on the
 AC5099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5099.degrees latitude (g = 980.6199 gals.).
 AC5099
 AC5099.The modeled gravity was interpolated from observed gravity values.
 AC5099
 AC5099;                    North         East     Units Scale Factor Converg.
 AC5099;SPC TX N     - 1,128,045.186   165,581.249   MT  0.99992145   -0 13 08.2
 AC5099;SPC TX N     - 3,700,928.25    543,244.48   sFT  0.99992145   -0 13 08.2
 AC5099;UTM  14      - 3,893,872.209   237,852.844   MT  1.00044702   -1 39 28.4
 AC5099
 AC5099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5099!SPC TX N     -   0.99982855  x   0.99992145  =   0.99975002
 AC5099!UTM  14      -   0.99982855  x   1.00044702  =   1.00027550
 AC5099
 AC5099                          SUPERSEDED SURVEY CONTROL
 AC5099
 AC5099  ELLIP H (07/06/97) 1092.48   (m)                       GP(       ) 1 1
 AC5099  NAVD 88 (07/06/97) 1118.38   (m)         3669.2    (f) LEVELING    3  
 AC5099
 AC5099.Superseded values are not recommended for survey control.
 AC5099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5099.See file dsdata.txt to determine how the superseded data were derived.
 AC5099
 AC5099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3785393872(NAD 83)
 AC5099_MARKER: I = METAL ROD
 AC5099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5099_STAMPING: AML5 A 1996
 AC5099_MARK LOGO: NGS   
 AC5099_PROJECTION: FLUSH
 AC5099_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5099+STABILITY: POSITION/ELEVATION WELL
 AC5099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5099+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1997
 AC5099_ROD/PIPE-DEPTH: 10.0 meters
 AC5099_SLEEVE-DEPTH  : 0.9 meters
 AC5099
 AC5099  HISTORY     - Date     Condition        Report By
 AC5099  HISTORY     - 1996     MONUMENTED       NGS
 AC5099  HISTORY     - 19970224 GOOD             NGS
 AC5099
 AC5099                          STATION DESCRIPTION
 AC5099
 AC5099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5099'IN AMARILLO, AT THE DEPARTMENT OF TRANSPORTATION AT 5715 CANYON DRIVE,
 AC5099'17.8 M (58.4 FT) NORTHEAST OF THE EAST CORNER OF WAREHOUSE E, 7.8 M
 AC5099'(25.6 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, 4.8 M (15.7 FT)
 AC5099'SOUTHEAST OF THE EXTENDED CENTER OF MCCARTHY BOULEVARD, 0.8 M (2.6 FT)
 AC5099'NORTHWEST OF THE EXTENDED CURB OF THE BOULEVARD, 0.2 M (0.7 FT) WEST
 AC5099'OF THE CURB, AND 0.2 M (0.7 FT) WEST OF A CURB, AND 0.2 M (0.7 FT)
 AC5099'ABOVE THE LEVEL OF THE DRIVEWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 AC5099'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC5099'SPECIFICATIONS FOR A CLASS A MARK.  THE MARK IS ON PROPERTY OWNED BY
 AC5099'THE TEXAS DEPARTMENT OF TRANSPORTATION, 5715 CANYON DRIVE, AMARILLO,
 AC5099'TX 79110, TELEPHONE NUMBER (806) 356-3200.
 AC5099
 AC5099                          STATION RECOVERY (1997)
 AC5099
 AC5099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC5099'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5100 ***********************************************************************
 AC5100  DESIGNATION -  AML5 B
 AC5100  PID         -  AC5100
 AC5100  STATE/COUNTY-  TX/RANDALL
 AC5100  USGS QUAD   -  AMARILLO EAST (1973)
 AC5100
 AC5100                         *CURRENT SURVEY CONTROL
 AC5100  ___________________________________________________________________
 AC5100* NAD 83(1993)-  35 09 23.53601(N)    101 52 13.17977(W)     ADJUSTED  
 AC5100* NAVD 88     -      1116.437  (meters)    3662.84   (feet)  ADJUSTED  
 AC5100  ___________________________________________________________________
 AC5100  X           -  -1,074,015.677 (meters)                     COMP
 AC5100  Y           -  -5,109,682.955 (meters)                     COMP
 AC5100  Z           -   3,652,707.106 (meters)                     COMP
 AC5100  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AC5100  ELLIP HEIGHT-        1090.50  (meters)          (10/23/00) GPS OBS
 AC5100  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AC5100  DYNAMIC HT  -        1115.103 (meters)    3658.47  (feet)  COMP
 AC5100  MODELED GRAV-     979,401.0   (mgal)                       NAVD 88
 AC5100
 AC5100  HORZ ORDER  -  B
 AC5100  VERT ORDER  -  FIRST     CLASS II
 AC5100  ELLP ORDER  -  FOURTH    CLASS II
 AC5100
 AC5100.This is a reference station for the AMARILLO RRP
 AC5100.National Continuously Operating Reference Station (AML5).
 AC5100
 AC5100.The horizontal coordinates were established by GPS observations
 AC5100.and adjusted by the National Geodetic Survey in July 1997..
 AC5100
 AC5100.The orthometric height was determined by differential leveling
 AC5100.and adjusted by the National Geodetic Survey in July 2002..
 AC5100
 AC5100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5100
 AC5100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5100
 AC5100.The ellipsoidal height was determined by GPS observations
 AC5100.and is referenced to NAD 83.
 AC5100
 AC5100.The geoid height was determined by GEOID03.
 AC5100
 AC5100.The dynamic height is computed by dividing the NAVD 88
 AC5100.geopotential number by the normal gravity value computed on the
 AC5100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5100.degrees latitude (g = 980.6199 gals.).
 AC5100
 AC5100.The modeled gravity was interpolated from observed gravity values.
 AC5100
 AC5100;                    North         East     Units Scale Factor Converg.
 AC5100;SPC TX N     - 1,128,365.644   166,260.706   MT  0.99992122   -0 12 52.6
 AC5100;SPC TX N     - 3,701,979.62    545,473.67   sFT  0.99992122   -0 12 52.6
 AC5100;UTM  14      - 3,894,175.661   238,540.494   MT  1.00044258   -1 39 13.3
 AC5100
 AC5100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5100!SPC TX N     -   0.99982886  x   0.99992122  =   0.99975009
 AC5100!UTM  14      -   0.99982886  x   1.00044258  =   1.00027136
 AC5100
 AC5100                          SUPERSEDED SURVEY CONTROL
 AC5100
 AC5100  ELLIP H (07/06/97) 1090.52   (m)                       GP(       ) 1 1
 AC5100  NAVD 88 (07/06/97) 1116.44   (m)         3662.9    (f) LEVELING    3  
 AC5100
 AC5100.Superseded values are not recommended for survey control.
 AC5100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5100.See file dsdata.txt to determine how the superseded data were derived.
 AC5100
 AC5100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3854094176(NAD 83)
 AC5100_MARKER: I = METAL ROD
 AC5100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5100_STAMPING: AML5 B 1996
 AC5100_MARK LOGO: NGS   
 AC5100_PROJECTION: FLUSH
 AC5100_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5100+STABILITY: POSITION/ELEVATION WELL
 AC5100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5100+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2006
 AC5100_ROD/PIPE-DEPTH: 10.1 meters
 AC5100_SLEEVE-DEPTH  : 0.9 meters
 AC5100
 AC5100  HISTORY     - Date     Condition        Report By
 AC5100  HISTORY     - 1996     MONUMENTED       NGS
 AC5100  HISTORY     - 19970224 GOOD             NGS
 AC5100  HISTORY     - 20030411 GOOD             GEOCAC
 AC5100  HISTORY     - 20060701 GOOD             GEOCAC
 AC5100
 AC5100                          STATION DESCRIPTION
 AC5100
 AC5100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5100'IN AMARILLO, 28.0 M (91.9 FT) SOUTH OF THE SOUTH CORNER OF THE SOUTH
 AC5100'GEORGIA CHURCH OF THE NAZARENE AT 5016 SUSAN DRIVE, 15.0 M (49.2 FT)
 AC5100'SOUTHWEST OF THE CENTER OF THE CENTER 1 OF 3 DRIVEWAYS LEADING TO A
 AC5100'PARKING LOT, 9.2 M (30.2 FT) NORTHWEST OF THE CENTER OF THE DRIVE, 0.4
 AC5100'M (1.3 FT) SOUTHEAST OF THE SOUTHEAST END OF A PLANTER, AND 0.2 M (0.7
 AC5100'FT) ABOVE THE LEVEL OF THE DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS
 AC5100'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC5100'SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED
 AC5100'BY THE SOUTH GEORGIA CHURCH OF THE NAZARENE, CARL HENDERSON, PASTOR,
 AC5100'5016 SUSAN DRIVE, AMARILLO, TX 79110, TELEPHONE NUMBER (806) 352-0322
 AC5100'OR 359-9557.
 AC5100
 AC5100                          STATION RECOVERY (1997)
 AC5100
 AC5100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC5100'RECOVERED AS DESCRIBED.
 AC5100
 AC5100                          STATION RECOVERY (2003)
 AC5100
 AC5100'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 AC5100'RECOVERED IN GOOD CONDITION.
 AC5100
 AC5100                          STATION RECOVERY (2006)
 AC5100
 AC5100'RECOVERY NOTE BY GEOCACHING 2006 (JEH)
 AC5100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1957 ***********************************************************************
 AY1957  DESIGNATION -  AMMANN
 AY1957  PID         -  AY1957
 AY1957  STATE/COUNTY-  TX/KENDALL
 AY1957  USGS QUAD   -  SISTERDALE (1982)
 AY1957
 AY1957                         *CURRENT SURVEY CONTROL
 AY1957  ___________________________________________________________________
 AY1957* NAD 83(1993)-  29 59 57.46810(N)    098 38 58.77272(W)     ADJUSTED  
 AY1957* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 AY1957  ___________________________________________________________________
 AY1957  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 AY1957  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AY1957
 AY1957  HORZ ORDER  -  SECOND
 AY1957
 AY1957.The horizontal coordinates were established by classical geodetic methods
 AY1957.and adjusted by the National Geodetic Survey in February 1996..
 AY1957
 AY1957.The orthometric height was scaled from a topographic map.
 AY1957
 AY1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1957
 AY1957.The geoid height was determined by GEOID03.
 AY1957
 AY1957;                    North         East     Units Scale Factor Converg.
 AY1957;SPC TXSC     - 4,240,101.694   633,800.923   MT  0.99993029   +0 10 17.9
 AY1957;SPC TXSC     -13,911,066.97  2,079,395.19   sFT  0.99993029   +0 10 17.9
 AY1957;SPC TX C     - 3,038,104.611   862,451.834   MT  1.00003340   +0 52 01.9
 AY1957;SPC TX C     - 9,967,514.88  2,829,560.73   sFT  1.00003340   +0 52 01.9
 AY1957;UTM  14      - 3,318,759.073   533,789.914   MT  0.99961409   +0 10 30.6
 AY1957
 AY1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1957!SPC TXSC     -   0.99991507  x   0.99993029  =   0.99984537
 AY1957!SPC TX C     -   0.99991507  x   1.00003340  =   0.99994847
 AY1957!UTM  14      -   0.99991507  x   0.99961409  =   0.99952920
 AY1957
 AY1957|---------------------------------------------------------------------|
 AY1957| PID    Reference Object                     Distance      Geod. Az  |
 AY1957|                                                           dddmmss.s |
 AY1957| CV3638 AMMANN RM 1                           6.109 METERS 05047     |
 AY1957| CV3637 AMMANN AZ MK                                       0904753.5 |
 AY1957| CV3639 AMMANN RM 2                           5.328 METERS 20405     |
 AY1957| AY1956 USE MARK NEAR AMMANN 1956             8.082 METERS 34847     |
 AY1957|---------------------------------------------------------------------|
 AY1957
 AY1957                          SUPERSEDED SURVEY CONTROL
 AY1957
 AY1957  NAD 83(1986)-  29 59 57.47611(N)    098 38 58.75791(W) AD(       ) 2
 AY1957  NAD 27      -  29 59 56.71110(N)    098 38 57.66640(W) AD(       ) 2
 AY1957
 AY1957.Superseded values are not recommended for survey control.
 AY1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1957.See file dsdata.txt to determine how the superseded data were derived.
 AY1957
 AY1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU3379018759(NAD 83)
 AY1957_MARKER: DS = TRIANGULATION STATION DISK
 AY1957_SETTING: 66 = SET IN ROCK OUTCROP
 AY1957
 AY1957  HISTORY     - Date     Condition        Report By
 AY1957  HISTORY     - 1956     MONUMENTED       CGS
 AY1957  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 AY1957
 AY1957                          STATION DESCRIPTION
 AY1957
 AY1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1957'THE STATION IS ABOUT 5 MILES NORTHEAST OF SISTERDALE, 1 MILE NORTH
 AY1957'OF FARM ROAD 473, ON THE HIGHEST AND MOST SOUTHERLY ONE OF
 AY1957'SEVERAL HILLS AND ON LAND LEASED BY JACK AMMANN.  IT IS 8 FEET
 AY1957'WEST OF A 4 IN X 4 IN WHITE WITNESS POST.
 AY1957'
 AY1957'TO REACH THE STATION FROM THE POST OFFICE IN SISTERDALE, GO
 AY1957'SOUTHERLY ON FARM ROAD 473 FOR 0.6 MILE, BEAR LEFT AND CONTINUE
 AY1957'EASTERLY ON FARM ROAD 473 FOR 5.6 MILES TO A LOCKED GATE ON THE
 AY1957'LEFT, (KEY FOR THE GATE CAN BE OBTAINED FROM MR. JENNINGS, THE
 AY1957'FOREMAN OF THE RANCH, WHO LIVES 8 MILES SOUTH OF THE STATION
 AY1957'AND ABOUT 0.8 MILE EAST OF FARM ROAD 474) TURN LEFT, PASS
 AY1957'THROUGH THE GATE AND FOLLOW A RANCH ROAD NORTHERLY FOR 1.1
 AY1957'MILES TO A Y-JUNCTION, BEAR LEFT AND CONTINUE NORTHERLY 0.2
 AY1957'MILE TO A RANCH HOUSE, PASS TO THE LEFT OF THE RANCH
 AY1957'HOUSE AND CONTINUE NORTH AND NORTHWEST FOR 0.3 MILE TO
 AY1957'THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH AND NORTHWEST FOR
 AY1957'0.3 MILE.  AT THIS POINT LEAVE THE ROAD AND GO WESTERLY
 AY1957'UP A STEEP HILL FOR 0.1 MILE TO THE TOP OF THE HILL,
 AY1957'BEAR RIGHT AND GO NORTH FOR 0.15 MILE TO THE STATION.  A
 AY1957'4-WHEEL DRIVE TRUCK WILL BE NEEDED TO DRIVE TO THE STATION.
 AY1957'
 AY1957'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 AY1957'AMMANN 1956.
 AY1957'
 AY1957'REFERENCE MARK 1 IS 13 FEET NORTHEAST OF THE WITNESS POST.  THE
 AY1957'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED AMMANN
 AY1957'NO 1 1956.
 AY1957'
 AY1957'REFERENCE MARK 2 IS 24 FEET SOUTHWEST OF THE WITNESS POST.  THE
 AY1957'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED AMMANN
 AY1957'NO 2 1956.
 AY1957'
 AY1957'THE AZIMUTH MARK IS 20 FEET SOUTHWEST OF THE CENTER OF THE
 AY1957'ROAD AND 3 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST.
 AY1957'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED AMMANN 1956.
 AY1957'
 AY1957'THE U.S.E. MARK IS 26 FEET NORTHWEST OF THE WITNESS POST.
 AY1957'IT IS A BRONZE DISK OF THE UNITED STATES ENGINEER DEPARTMENT
 AY1957'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  THE MARK IS FLUSH WITH
 AY1957'THE GROUND, AND THE DISK IS NOT STAMPED.
 AY1957
 AY1957                          STATION RECOVERY (1994)
 AY1957
 AY1957'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2792 ***********************************************************************
 AX2792  DESIGNATION -  AMMANSVILLE CATH CH SPIRE
 AX2792  PID         -  AX2792
 AX2792  STATE/COUNTY-  TX/FAYETTE
 AX2792  USGS QUAD   -  AMMANNSVILLE (1981)
 AX2792
 AX2792                         *CURRENT SURVEY CONTROL
 AX2792  ___________________________________________________________________
 AX2792* NAD 83(1993)-  29 47 13.48849(N)    096 51 31.79640(W)     ADJUSTED  
 AX2792* NAVD 88     -                                                        
 AX2792  ___________________________________________________________________
 AX2792  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AX2792  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX2792
 AX2792  HORZ ORDER  -  THIRD
 AX2792
 AX2792.The horizontal coordinates were established by classical geodetic methods
 AX2792.and adjusted by the National Geodetic Survey in February 1996..
 AX2792
 AX2792
 AX2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2792
 AX2792.The geoid height was determined by GEOID03.
 AX2792
 AX2792;                    North         East     Units Scale Factor Converg.
 AX2792;SPC TXSC     - 4,218,423.766   806,999.445   MT  0.99989428   +1 02 56.3
 AX2792;SPC TXSC     -13,839,945.31  2,647,630.68   sFT  0.99989428   +1 02 56.3
 AX2792;UTM  14      - 3,297,114.278   706,974.661   MT  1.00012858   +1 03 50.6
 AX2792
 AX2792                          SUPERSEDED SURVEY CONTROL
 AX2792
 AX2792  NAD 83(1986)-  29 47 13.50473(N)    096 51 31.78453(W) AD(       ) 4
 AX2792  NAD 27      -  29 47 12.68000(N)    096 51 30.85000(W) AD(       ) 3
 AX2792
 AX2792.Superseded values are not recommended for survey control.
 AX2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2792.See file dsdata.txt to determine how the superseded data were derived.
 AX2792
 AX2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT0697597114(NAD 83)
 AX2792_MARKER: 90 = CHURCH SPIRE
 AX2792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2792+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX2792
 AX2792  HISTORY     - Date     Condition        Report By
 AX2792  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2792  HISTORY     - 1963     GOOD             CGS
 AX2792  HISTORY     - 19910608 GOOD             USPSQD
 AX2792  HISTORY     - 19970607 GOOD             USPSQD
 AX2792  HISTORY     - 20041027 GOOD             USPSQD
 AX2792
 AX2792                          STATION DESCRIPTION
 AX2792
 AX2792'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2792'THIS INTERSECTION STATION IS THE SPIRE ON TOP OF ST. JOHN
 AX2792'THE BAPTIST CATHOLIC CHURCH, IN THE VILLAGE OF AMMANSVILLE,
 AX2792'0.15 MILE S OF CENTER OF VILLAGE AND 9 MILES S OF LA GRANGE.
 AX2792'THE CHURCH IS PAINTED WHITE WITH A BLACK SPIRE.  POINT OBSERVED
 AX2792'ON, ALUMINUM BALL BENEATH GOLD CROSS ON TOP OF SPIRE.
 AX2792
 AX2792                          STATION RECOVERY (1963)
 AX2792
 AX2792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2792'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2792'FOR PROCEEDINGS TO STATION SITE ARE CORRECT.
 AX2792
 AX2792                          STATION RECOVERY (1991)
 AX2792
 AX2792'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 AX2792'RECOVERED IN GOOD CONDITION.
 AX2792
 AX2792                          STATION RECOVERY (1997)
 AX2792
 AX2792'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2792'RECOVERED IN GOOD CONDITION.
 AX2792
 AX2792                          STATION RECOVERY (2004)
 AX2792
 AX2792'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX2792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0411 ***********************************************************************
 AM0411  DESIGNATION -  AMMONIA
 AM0411  PID         -  AM0411
 AM0411  STATE/COUNTY-  TX/BRAZORIA
 AM0411  USGS QUAD   -  FREEPORT (1974)
 AM0411
 AM0411                         *CURRENT SURVEY CONTROL
 AM0411  ___________________________________________________________________
 AM0411* NAD 83(1993)-  28 59 22.22483(N)    095 22 10.26183(W)     ADJUSTED  
 AM0411* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0411  ___________________________________________________________________
 AM0411  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AM0411  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AM0411
 AM0411  HORZ ORDER  -  SECOND
 AM0411
 AM0411.The horizontal coordinates were established by classical geodetic methods
 AM0411.and adjusted by the National Geodetic Survey in February 1996..
 AM0411
 AM0411.The orthometric height was scaled from a topographic map.
 AM0411
 AM0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0411
 AM0411.The geoid height was determined by GEOID03.
 AM0411
 AM0411;                    North         East     Units Scale Factor Converg.
 AM0411;SPC TXSC     - 4,133,625.532   953,687.195   MT  0.99988129   +1 46 43.0
 AM0411;SPC TXSC     -13,561,736.43  3,128,888.74   sFT  0.99988129   +1 46 43.0
 AM0411;UTM  15      - 3,209,137.383   269,150.738   MT  1.00025767   -1 08 56.0
 AM0411
 AM0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0411!SPC TXSC     -   1.00000400  x   0.99988129  =   0.99988529
 AM0411!UTM  15      -   1.00000400  x   1.00025767  =   1.00026168
 AM0411
 AM0411:                Primary Azimuth Mark                     Grid Az
 AM0411:SPC TXSC     -  FREEPORT RADIO STA KBRZ MAST             092 33 57.5
 AM0411:UTM  15      -  FREEPORT RADIO STA KBRZ MAST             095 29 36.5
 AM0411
 AM0411|---------------------------------------------------------------------|
 AM0411| PID    Reference Object                     Distance      Geod. Az  |
 AM0411|                                                           dddmmss.s |
 AM0411| AM0429 FREEPORT RADIO STA KBRZ MAST        APPROX. 3.5 KM 0942040.5 |
 AM0411| AM0413 VELASCO MUNICIPAL TANK              APPROX. 2.1 KM 1744641.1 |
 AM0411| AM0454 DOW CHEM CO PLT B MAGNESIUM TK      APPROX. 1.7 KM 2560017.4 |
 AM0411| CV5952 AMMONIA RM 2                         23.056 METERS 27438     |
 AM0411| AM0457 DOW CHEM CO PLT B OVERPASS TK       APPROX. 2.5 KM 2775147.5 |
 AM0411| AM0453 DOW CHEM PLT B TURN BASIN TK        APPROX. 1.4 KM 2813126.6 |
 AM0411| CV5950 AMMONIA AZ MK                                      2814137.9 |
 AM0411| CV5951 AMMONIA RM 1                         19.531 METERS 35555     |
 AM0411|---------------------------------------------------------------------|
 AM0411
 AM0411                          SUPERSEDED SURVEY CONTROL
 AM0411
 AM0411  NAD 83(1986)-  28 59 22.23426(N)    095 22 10.24056(W) AD(       ) 2
 AM0411  NAD 27      -  28 59 21.34600(N)    095 22 09.45700(W) AD(       ) 2
 AM0411
 AM0411.Superseded values are not recommended for survey control.
 AM0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0411.See file dsdata.txt to determine how the superseded data were derived.
 AM0411
 AM0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6915109137(NAD 83)
 AM0411_MARKER: DS = TRIANGULATION STATION DISK
 AM0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0411
 AM0411  HISTORY     - Date     Condition        Report By
 AM0411  HISTORY     - 1954     MONUMENTED       CGS
 AM0411  HISTORY     - 1960     GOOD             CGS
 AM0411  HISTORY     - 1963     GOOD             CGS
 AM0411  HISTORY     - 1964     GOOD             CGS
 AM0411  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0411
 AM0411                          STATION DESCRIPTION
 AM0411
 AM0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0411'THE STATION IS LOCATED ON PROPERTY OWNED BY THE DOW CHEMICAL
 AM0411'COMPANY, ABOUT 0.25 MILE EAST OF THE DOW CHEMICAL COMPANYS
 AM0411'AMMONIA PLANT AT THE JUNCTION OF LEVEE ROAD AND A RAILROAD
 AM0411'SPUR LINE TO THE AMMONIA PLANT.
 AM0411'
 AM0411'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 288 AND 523 IN
 AM0411'VELASCO BY GOING NORTH ON HIGHWAY 288 FOR 1.75 MILES.  (THIS IS
 AM0411'ABOUT 200 FEET AFTER CROSSING A RAILROAD TRACK), TURN RIGHT,
 AM0411'CROSSING A FILL OVER A PIPE LINE, AND GO EASTWARD ALONG THE
 AM0411'SOUTH SIDE OF A NORTH PIPE LINE FOR 0.5 MILE TO THE AZIMUTH
 AM0411'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD,
 AM0411'EASTWARD, FOR 0.35 MILE TO THE STATION AS DESCRIBED.
 AM0411'
 AM0411'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0411'IS 44 FEET NORTH OF THE RAILROAD SPUR LINE, 23 FEET SOUTH OF A
 AM0411'PIPE LINE, AND 5 FEET WEST OF A WITNESS POST.  THE DISK IS
 AM0411'STAMPED AMMONIA 1954, AND THE MARK PROJECTS 4 INCHES.
 AM0411'
 AM0411'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0411'IS 101 FEET WEST OF A TELEPHONE POLE AND 31 FEET NORTH OF THE
 AM0411'PIPE LINE.  THE DISK IS STAMPED AMMONIA NO 1 1954, AND THE MARK
 AM0411'PROJECTS 5 INCHES.
 AM0411'
 AM0411'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0411'IS 56 FEET SOUTH OF THE PIPE LINE AND 35 FEET NORTH OF THE
 AM0411'RAILROAD SPUR LINE.  THE DISK IS STAMPED AMMONIA NO 2 1954,
 AM0411'AND THE MARK PROJECTS 3 INCHES.
 AM0411'
 AM0411'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0411'IS 155 FEET SOUTH OF A TRACK ROAD, 10 FEET WEST OF THE WEST
 AM0411'EDGE OF A CONCRETE CANAL BANK, 6 FEET NORTH OF A POWER POLE,
 AM0411'AND 2 FEET WEST OF A WITNESS POST.  THE DISK IS STAMPED AMMONIA
 AM0411'1954, AND MARK PROJECTS 4 INCHES.
 AM0411'
 AM0411'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AM0411
 AM0411                          STATION RECOVERY (1960)
 AM0411
 AM0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0411'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 AM0411'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 AM0411'THE 1954 DESCRIPTION IS COMPLETE.
 AM0411
 AM0411                          STATION RECOVERY (1963)
 AM0411
 AM0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0411'THE STATION WAS RECOVERED.  THE STATION MARK, REFERENCE MARKS
 AM0411'1 AND 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 AM0411'DISTANCE TO REFERENCE MARKS 1 AND 2 WAS VERIFIED.  STAMPINGS
 AM0411'ON ALL MARKS WAS CHECKED AND FOUND TO BE AS DESCRIBED IN 1954.
 AM0411'A SMALL PORTION OF THE TOP OF CONCRETE POST OF REFERENCE MARK
 AM0411'1 IS CHIPPED AWAY BUT THE MARK IS SOLID.
 AM0411'
 AM0411'THE MEASUREMENTS TO LOCAL REFERENCE OBJECTS WAS CHECKED AND FOUND
 AM0411'TO BE CORRECT.  ONE ADDITIONAL REFERENCE MEASUREMENT WAS MADE
 AM0411'TO AID IN FUTURE RECOVERY OF THE STATION.  THE STATION MARK
 AM0411'IS 282.7 FEET SOUTHEAST OF THE SOUTHEAST LEG OF STEEL TRANSMISSION
 AM0411'TOWER (FIRST ONE SOUTH OF LEVEE ROAD).
 AM0411'
 AM0411'TO REACH THE STATION FROM THE POST OFFICE IN VELASCO, GO NORTHWEST
 AM0411'ON GULF BLVD. 0.1 MILE, TURN RIGHT AND GO NORTH-NORTHWEST ON
 AM0411'HIGHWAY 288 FOR 1.6 MILES, TURN RIGHT INTO SIDE ROAD GOING
 AM0411'NORTHEAST 0.3 MILE TO TOP OF LEVEE, KEEP RIGHT AND GO 0.05
 AM0411'MILE TO SMALL BUILDING AT RIGHT (PUMP STATION NO. 2), THE AZIMUTH
 AM0411'MARK IS SOUTHEAST OF THIS POINT IN FLATS AT WEST SIDE OF
 AM0411'CONCRETE CANAL.  CONTINUE NORTHEAST ALONG LEVEE ROAD 0.4 MILE
 AM0411'TO STATION AT RIGHT ABOUT 250 FEET SOUTHEAST OF THE LEVEE.
 AM0411
 AM0411                          STATION RECOVERY (1964)
 AM0411
 AM0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 AM0411'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 AM0411'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 AM0411'ORIGINAL DESCRIPTION.
 AM0411'
 AM0411'AT TIME OF RECOVERY, IT WAS LEARNED THAT SEVERAL NEW PIPE LINE
 AM0411'WERE GOING TO BE LAYED CLOSE TO THE STATION MARK IN THE NEAR
 AM0411'FUTURE.  TO GUARD AGAINST DAMAGING, AN IRON GUARD RAIL ABOUT
 AM0411'6 FEET SQUARE WAS PLACED AROUND THE STATION MARK, BY PERSONNEL OF
 AM0411'THE DOW CHEMICAL COMPANY.
 AM0411'
 AM0411'THE STATION WAS REACHED FROM THE JUNCTION OF STATE HIGHWAYS
 AM0411'288 AND 523 IN VELASCO, BY GOING NORTH ON STATE HIGHWAY 288
 AM0411'FOR 1.6 MILES TO A STOP LIGHT AT THE ENTRANCE TO DOW CHEMICAL
 AM0411'COMPANY AND A SIDE ROAD ON THE RIGHT.  TURN RIGHT, EASTERLY,
 AM0411'ON THE SURFACED ROAD LEADING TO A LEVI, GO 0.5 MILE TO WHERE
 AM0411'PIPE LINES ARE RUNNING THROUGH THE LEVI BELOW THE ROAD, AND
 AM0411'THE AZIMUTH MARK ABOUT 100 FEET TO THE RIGHT AT THE CENTER
 AM0411'POWER POLE.  CONTINUE ALONG TOP OF LEVI FOR 0.25 MILE TO A
 AM0411'RAILROAD CROSSING AND THE STATION ABOUT 100 FEET ON THE
 AM0411'RIGHT.
 AM0411
 AM0411                          STATION RECOVERY (1998)
 AM0411
 AM0411'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0548 ***********************************************************************
 CT0548  DESIGNATION -  AMSA
 CT0548  PID         -  CT0548
 CT0548  STATE/COUNTY-  TX/TAYLOR
 CT0548  USGS QUAD   -  ABILENE WEST (1987)
 CT0548
 CT0548                         *CURRENT SURVEY CONTROL
 CT0548  ___________________________________________________________________
 CT0548* NAD 83(1993)-  32 25 17.44277(N)    099 50 23.88649(W)     ADJUSTED  
 CT0548* NAVD 88     -       540.185  (meters)    1772.26   (feet)  POSTED    
 CT0548  ___________________________________________________________________
 CT0548  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CT0548  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CT0548  DYNAMIC HT  -         539.480 (meters)    1769.94  (feet)  COMP
 CT0548  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 CT0548
 CT0548  HORZ ORDER  -  SECOND
 CT0548  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CT0548
 CT0548.The horizontal coordinates were established by classical geodetic methods
 CT0548.and adjusted by the National Geodetic Survey in February 1996..
 CT0548
 CT0548.The orthometric height was determined by differential leveling
 CT0548.and adjusted by the National Geodetic Survey in 1992..
 CT0548.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CT0548.rate of 2.1 thru 3.0 mm/km.
 CT0548
 CT0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0548
 CT0548.The geoid height was determined by GEOID03.
 CT0548
 CT0548.The dynamic height is computed by dividing the NAVD 88
 CT0548.geopotential number by the normal gravity value computed on the
 CT0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0548.degrees latitude (g = 980.6199 gals.).
 CT0548
 CT0548.The modeled gravity was interpolated from observed gravity values.
 CT0548
 CT0548;                    North         East     Units Scale Factor Converg.
 CT0548;SPC TXNC     - 2,084,509.458   473,976.755   MT  0.99993266   -0 43 50.9
 CT0548;SPC TXNC     - 6,838,928.11  1,555,038.74   sFT  0.99993266   -0 43 50.9
 CT0548;UTM  14      - 3,587,469.050   421,024.388   MT  0.99967691   -0 27 01.3
 CT0548
 CT0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0548!SPC TXNC     -   0.99991951  x   0.99993266  =   0.99985218
 CT0548!UTM  14      -   0.99991951  x   0.99967691  =   0.99959645
 CT0548
 CT0548:                Primary Azimuth Mark                     Grid Az
 CT0548:SPC TXNC     -  AIRPORT BCN DYESS AFB ABILENE            020 48 12.7
 CT0548:UTM  14      -  AIRPORT BCN DYESS AFB ABILENE            020 31 23.1
 CT0548
 CT0548|---------------------------------------------------------------------|
 CT0548| PID    Reference Object                     Distance      Geod. Az  |
 CT0548|                                                           dddmmss.s |
 CT0548| CT1135 AIRPORT BCN DYESS AFB ABILENE       APPROX. 0.7 KM 0200421.8 |
 CT0548| CT0549 AMSA RM 1                            25.880 METERS 20651     |
 CT0548| CT0542 MAB                                 196.600 METERS 27509     |
 CT0548| CT0550 AMSA RM 2                            28.823 METERS 29813     |
 CT0548|---------------------------------------------------------------------|
 CT0548
 CT0548                          SUPERSEDED SURVEY CONTROL
 CT0548
 CT0548  NAD 83(1986)-  32 25 17.44883(N)    099 50 23.87451(W) AD(       ) 2
 CT0548  NAD 27      -  32 25 16.99840(N)    099 50 22.54780(W) AD(       ) 2
 CT0548  NGVD 29 (??/??/92)  540.015  (m)         1771.70   (f) ADJ UNCH    1 2
 CT0548
 CT0548.Superseded values are not recommended for survey control.
 CT0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0548.See file dsdata.txt to determine how the superseded data were derived.
 CT0548
 CT0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2102487469(NAD 83)
 CT0548_MARKER: DS = TRIANGULATION STATION DISK
 CT0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0548_STAMPING: AMSA 1961
 CT0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0548+STABILITY: SURFACE MOTION
 CT0548
 CT0548  HISTORY     - Date     Condition        Report By
 CT0548  HISTORY     - 1961     MONUMENTED       CGS
 CT0548
 CT0548                          STATION DESCRIPTION
 CT0548
 CT0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0548'8.05 MI SW FROM ABILENE.
 CT0548'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0548'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG SPUR 312, THENCE 2.05 MILES
 CT0548'SOUTHWEST ALONG ARNOLD BOULEVARD, THENCE 0.5 MILE SOUTHWEST ALONG
 CT0548'AVENUE B, THENCE 0.35 MILE SOUTHEAST ALONG 3RD STREET, THENCE 0.05
 CT0548'MILE EAST THROUGH A PARKING LOT, 96 FEET EAST OF R.M. 2, 87 FEET NORTH
 CT0548'OF R.M. 1, 60 FEET EAST OF THE CENTER OF A DRIVEWAY, 33 FEET SOUTHWEST
 CT0548'OF THE SOUTHWEST CORNER OF BUILDING 7235, 23 FEET SOUTH OF A DRIVEWAY,
 CT0548'SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0549 ***********************************************************************
 CT0549  DESIGNATION -  AMSA RM 1
 CT0549  PID         -  CT0549
 CT0549  STATE/COUNTY-  TX/TAYLOR
 CT0549  USGS QUAD   -  ABILENE WEST (1987)
 CT0549
 CT0549                         *CURRENT SURVEY CONTROL
 CT0549  ___________________________________________________________________
 CT0549* NAD 83(1986)-  32 25 14.     (N)    099 50 24.     (W)     SCALED    
 CT0549* NAVD 88     -       540.387  (meters)    1772.92   (feet)  POSTED    
 CT0549  ___________________________________________________________________
 CT0549  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CT0549  DYNAMIC HT  -         539.680 (meters)    1770.60  (feet)  COMP
 CT0549  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 CT0549
 CT0549  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CT0549
 CT0549.The horizontal coordinates were scaled from a topographic map and have
 CT0549.an estimated accuracy of +/- 6 seconds.
 CT0549
 CT0549.The orthometric height was determined by differential leveling
 CT0549.and adjusted by the National Geodetic Survey in 1992..
 CT0549.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CT0549.rate of 2.1 thru 3.0 mm/km.
 CT0549
 CT0549.The geoid height was determined by GEOID03.
 CT0549
 CT0549.The dynamic height is computed by dividing the NAVD 88
 CT0549.geopotential number by the normal gravity value computed on the
 CT0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0549.degrees latitude (g = 980.6199 gals.).
 CT0549
 CT0549.The modeled gravity was interpolated from observed gravity values.
 CT0549
 CT0549;                    North         East    Units  Estimated Accuracy
 CT0549;SPC TXNC     - 2,084,400.      473,970.      MT  (+/- 180 meters Scaled)
 CT0549
 CT0549                          SUPERSEDED SURVEY CONTROL
 CT0549
 CT0549  NGVD 29 (??/??/92)  540.217  (m)         1772.36   (f) ADJ UNCH    1 2
 CT0549
 CT0549.Superseded values are not recommended for survey control.
 CT0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0549.See file dsdata.txt to determine how the superseded data were derived.
 CT0549
 CT0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA210873(NAD 83)
 CT0549_MARKER: DR = REFERENCE MARK DISK
 CT0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0549_SP_SET: SIDEWALK
 CT0549_STAMPING: AMSA NO 1 1961
 CT0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0549
 CT0549  HISTORY     - Date     Condition        Report By
 CT0549  HISTORY     - 1961     MONUMENTED       CGS
 CT0549
 CT0549                          STATION DESCRIPTION
 CT0549
 CT0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0549'8.05 MI SW FROM ABILENE.
 CT0549'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0549'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG SPUR 312, THENCE 2.05 MILES
 CT0549'SOUTHWEST ALONG ARNOLD BOULEVARD, THENCE 0.5 MILE SOUTHWEST ALONG
 CT0549'AVENUE B, THENCE 0.35 MILE SOUTHEAST ALONG 3RD STREET, THENCE 0.05
 CT0549'MILE EAST THROUGH A PARKING LOT, 87 FEET SOUTH OF A TRIANGULATION
 CT0549'STATION, 45 FEET NORTHEAST OF A FIRE HYDRANT, 18 FEET NORTHEAST OF THE
 CT0549'NORTHWEST CORNER OF BUILDING 7237, 1 FOOT SOUTH OF THE NORTH EDGE OF
 CT0549'THE SIDEWALK, SET FLUSH IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0550 ***********************************************************************
 CT0550  DESIGNATION -  AMSA RM 2
 CT0550  PID         -  CT0550
 CT0550  STATE/COUNTY-  TX/TAYLOR
 CT0550  USGS QUAD   -  ABILENE WEST (1987)
 CT0550
 CT0550                         *CURRENT SURVEY CONTROL
 CT0550  ___________________________________________________________________
 CT0550* NAD 83(1986)-  32 25 14.     (N)    099 50 24.     (W)     SCALED    
 CT0550* NAVD 88     -       540.678  (meters)    1773.87   (feet)  POSTED    
 CT0550  ___________________________________________________________________
 CT0550  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CT0550  DYNAMIC HT  -         539.970 (meters)    1771.55  (feet)  COMP
 CT0550  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 CT0550
 CT0550  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CT0550
 CT0550.The horizontal coordinates were scaled from a topographic map and have
 CT0550.an estimated accuracy of +/- 6 seconds.
 CT0550
 CT0550.The orthometric height was determined by differential leveling
 CT0550.and adjusted by the National Geodetic Survey in 1992..
 CT0550.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CT0550.rate of 2.1 thru 3.0 mm/km.
 CT0550
 CT0550.The geoid height was determined by GEOID03.
 CT0550
 CT0550.The dynamic height is computed by dividing the NAVD 88
 CT0550.geopotential number by the normal gravity value computed on the
 CT0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0550.degrees latitude (g = 980.6199 gals.).
 CT0550
 CT0550.The modeled gravity was interpolated from observed gravity values.
 CT0550
 CT0550;                    North         East    Units  Estimated Accuracy
 CT0550;SPC TXNC     - 2,084,400.      473,970.      MT  (+/- 180 meters Scaled)
 CT0550
 CT0550                          SUPERSEDED SURVEY CONTROL
 CT0550
 CT0550  NGVD 29 (??/??/92)  540.508  (m)         1773.32   (f) ADJ UNCH    1 2
 CT0550
 CT0550.Superseded values are not recommended for survey control.
 CT0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0550.See file dsdata.txt to determine how the superseded data were derived.
 CT0550
 CT0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA210873(NAD 83)
 CT0550_MARKER: DR = REFERENCE MARK DISK
 CT0550_SETTING: 0 = UNSPECIFIED SETTING
 CT0550_STAMPING: AMSA NO 2 1961
 CT0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0550
 CT0550  HISTORY     - Date     Condition        Report By
 CT0550  HISTORY     - 1961     MONUMENTED       CGS
 CT0550
 CT0550                          STATION DESCRIPTION
 CT0550
 CT0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0550'8.05 MI SW FROM ABILENE.
 CT0550'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0550'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG SPUR 312, THENCE 2.05 MILES
 CT0550'SOUTHWEST ALONG ARNOLD BOULEVARD, THENCE 0.5 MILE SOUTHWEST ALONG
 CT0550'AVENUE B, THENCE 0.35 MILE SOUTHEAST ALONG 3RD STREET, THENCE 0.05
 CT0550'MILE EAST THROUGH A PARKING LOT, 96 FEET WEST OF A TRIANGULATION
 CT0550'STATION, 5 FEET WEST OF THE SOUTHEAST CORNER OF BUILDING 7237, 3.8
 CT0550'FEET NORTH OF THE SOUTH EDGE OF THE BUILDING ENTRANCE, 3 FEET EAST OF
 CT0550'THE CENTER OF A DOOR, 1 FOOT SOUTH OF THE BUILDING, 10 INCHES WEST OF
 CT0550'THE EAST EDGE OF THE BUILDING ENTRANCE, SET FLUSH IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2976 ***********************************************************************
 CS2976  DESIGNATION -  AMSTEADER
 CS2976  PID         -  CS2976
 CS2976  STATE/COUNTY-  TX/TARRANT
 CS2976  USGS QUAD   -  BENBROOK (1981)
 CS2976
 CS2976                         *CURRENT SURVEY CONTROL
 CS2976  ___________________________________________________________________
 CS2976* NAD 83(1993)-  32 38 30.93536(N)    097 24 11.77647(W)     ADJUSTED  
 CS2976* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 CS2976  ___________________________________________________________________
 CS2976  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 CS2976  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2976
 CS2976  HORZ ORDER  -  SECOND
 CS2976
 CS2976.The horizontal coordinates were established by classical geodetic methods
 CS2976.and adjusted by the National Geodetic Survey in February 1996..
 CS2976
 CS2976.The orthometric height was scaled from a topographic map.
 CS2976
 CS2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2976
 CS2976.The geoid height was determined by GEOID03.
 CS2976
 CS2976;                    North         East     Units Scale Factor Converg.
 CS2976;SPC TXNC     - 2,108,683.851   702,892.465   MT  0.99989802   +0 35 53.3
 CS2976;SPC TXNC     - 6,918,240.27  2,306,073.03   sFT  0.99989802   +0 35 53.3
 CS2976;UTM  14      - 3,612,717.829   649,767.508   MT  0.99987659   +0 51 41.1
 CS2976
 CS2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2976!SPC TXNC     -   0.99996323  x   0.99989802  =   0.99986126
 CS2976!UTM  14      -   0.99996323  x   0.99987659  =   0.99983983
 CS2976
 CS2976:                Primary Azimuth Mark                     Grid Az
 CS2976:SPC TXNC     -  FORT WORTH ARLINGTN HTS MUN TK           000 54 42.5
 CS2976:UTM  14      -  FORT WORTH ARLINGTN HTS MUN TK           000 38 54.7
 CS2976
 CS2976|---------------------------------------------------------------------|
 CS2976| PID    Reference Object                     Distance      Geod. Az  |
 CS2976|                                                           dddmmss.s |
 CS2976| CS2980 FORT WORTH ARLINGTN HTS MUN TK      APPROX.10.4 KM 0013035.8 |
 CS2976| CX9565 AMSTEADER RM 1                       40.953 METERS 17620     |
 CS2976| CX9566 AMSTEADER RM 2                       38.163 METERS 24917     |
 CS2976| CX9564 AMSTEADER AZ MK 2                                  2891357.7 |
 CS2976| CX9563 AMSTEADER AZ MK                                    2894639.2 |
 CS2976| CS2977 FORT WORTH ARL HTS TEX CO TK        APPROX.10.3 KM 3470624.4 |
 CS2976|---------------------------------------------------------------------|
 CS2976
 CS2976                          SUPERSEDED SURVEY CONTROL
 CS2976
 CS2976  NAD 83(1986)-  32 38 30.93962(N)    097 24 11.75865(W) AD(       ) 2
 CS2976  NAD 27      -  32 38 30.45700(N)    097 24 10.69400(W) AD(       ) 2
 CS2976
 CS2976.Superseded values are not recommended for survey control.
 CS2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2976.See file dsdata.txt to determine how the superseded data were derived.
 CS2976
 CS2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4976812718(NAD 83)
 CS2976_MARKER: DS = TRIANGULATION STATION DISK
 CS2976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2976+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 CS2976
 CS2976  HISTORY     - Date     Condition        Report By
 CS2976  HISTORY     - 1946     MONUMENTED       CGS
 CS2976  HISTORY     - 1962     GOOD             CGS
 CS2976  HISTORY     - 1966     GOOD             CGS
 CS2976  HISTORY     - 19960921 GOOD             USPSQD
 CS2976  HISTORY     - 20020316 GOOD             USPSQD
 CS2976  HISTORY     - 20030313 GOOD             INDIV
 CS2976
 CS2976                          STATION DESCRIPTION
 CS2976
 CS2976'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS2976'STATION IS LOCATED ABOUT 8 MILES SW OF FORT WORTH AND 4.5 MILES
 CS2976'SE OF BENBROOK, AND ON LAND BELONGING TO MR. AMSTEADER.
 CS2976'IT IS ABOUT 80 YARDS S OF THE AMSTEADER FARMHOUSE, 14 FEET
 CS2976'W OF THE NW FENCE CORNER POST OF A CULTIVATED FIELD, AND
 CS2976'5 FEET N OF A WHITE WOODEN WITNESS POST.
 CS2976'
 CS2976'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS2976'IN THE TOP OF CONCRETE POSTS.  STATION DISK IS STAMPED
 CS2976'AMSTEADER 1946 AND PROJECTS 2 INCHES.
 CS2976'
 CS2976'REFERENCE MARK 1 IS 134.36 FEET S OF THE STATION AND 1 FOOT
 CS2976'W OF A FENCE LINE.  IT IS A BRONZE REFERENCE MARK, STAMPED
 CS2976'AMSTEADER NO 1 1946, AND SET IN A CONCRETE POST.  MARK PROJECTS
 CS2976'2 INCHES.
 CS2976'
 CS2976'REFERENCE MARK 2 IS 124.88 FEET W OF THE STATION, 1 FOOT
 CS2976'E OF A N-S FENCE LINE, AND ABOUT 2 FEET LOWER IN ELEVATION
 CS2976'THAN THE STATION MARK.  IT IS A BRONZE REFERENCE DISK, STAMPED
 CS2976'AMSTEADER NO 2 1946, AND SET IN THE TOP OF A CONCRETE POST.
 CS2976'MARK PROJECTS 3 INCHES.
 CS2976'
 CS2976'AZIMUTH MARK IS 0.35 MILE W OF THE STATION, 70 FEET SE OF
 CS2976'THE INTERSECTION OF A MACADAM ROAD W AND A GRAVELED ROAD
 CS2976'S, 29 FEET E OF THE APPROXIMATE CENTER LINE OF A GRAVELED
 CS2976'ROAD, 5 FEET S OF A WHITE WOODEN WITNESS POST, AND 2 FEET
 CS2976'W OF A FENCE LINE.  IT IS A BRONZE AZIMUTH DISK, STAMPED
 CS2976'AMSTEADER 1946, AND SET IN THE TOP OF A CONCRETE POST.
 CS2976'MARK PROJECTS 3 INCHES.
 CS2976'
 CS2976'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CS2976'80 AND 81 IN THE CITY OF FORT WORTH, GO S ON U.S. HIGHWAY
 CS2976'81 FOR 2.8 MILES TO BERRY STREET, TURN RIGHT ON BERRY STREET
 CS2976'AND GO 1 MILE TO SIDE ROAD LEFT JUST BEFORE REACHING RAILROAD
 CS2976'CROSSING, TURN LEFT AND GO 0.4 MILE, THENCE CROSS RAILROAD
 CS2976'TRACKS AND GO S ON MACADAM ROAD FOR 4.9 MILES TO A BOARD
 CS2976'GATE ON THE LEFT.* PASS THROUGH GATE AND FOLLOW TRACK ROAD
 CS2976'SE 0.4 MILE TO AMSTEADER HOUSE AND STATION AS DESCRIBED.
 CS2976'
 CS2976'*TO REACH AZIMUTH MARK FROM BOARD GATE CONTINUE S FOR 0.3
 CS2976'MILE TO A GRAVELED ROAD STRAIGHT AHEAD AND AZIMUTH MARK
 CS2976'AS DESCRIBED.
 CS2976'
 CS2976'HEIGHT OF LIGHT ABOVE STATION MARK-2 METERS.
 CS2976
 CS2976                          STATION RECOVERY (1962)
 CS2976
 CS2976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS2976'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 CS2976'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 CS2976'THE CONCRETE POST HAD BEEN BROKEN OFF AND THE DISK WAS GONE.
 CS2976'A REVISED DESCRIPTION IS AS FOLLOWS--
 CS2976'
 CS2976'THE STATION IS ABOUT 8 MILES SOUTHWEST OF FORT WORTH AND
 CS2976'4-1/2 MILES EAST OF BENBROOK, ON LAND OWNED BY MR. O.C.
 CS2976'ARMSTRONG.  THE STATION IS ON THE HIGHEST GROUND IN THE
 CS2976'VICINITY AND ABOUT 200 YARDS NORTH-NORTHWEST OF A FORT WORTH
 CS2976'WATER DEPARTMENT WATER TANK.
 CS2976'
 CS2976'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CS2976'80 AND 81 WHICH IS ABOUT 0.4 MILE EAST OF THE POST OFFICE
 CS2976'IN FORT WORTH, GO SOUTHON U.S. HIGHWAY 81 FOR 5.5 MILES
 CS2976'TO THE OVERPASS OF LOOP 217.  CONTINUE SOUTH ON HIGHWAY
 CS2976'81 FOR 2.45 MILES TO THE SYCAMORE SCHOOL ROAD.  TURN RIGHT,
 CS2976'WEST, AND FOLLOW THE BLACKTOP ROAD 1.5 MILES TO CROSSROADS
 CS2976'(CROWLEY ROAD).  CONTINUE WEST FOR 1.3 MILES TO A T-ROAD
 CS2976'(PRECINCT ONE ROAD 1054).  TURN LEFT, AND GO SOUTH AND WEST
 CS2976'1.3 MILES TO CROSSROADS.  KEEP STRAIGHT AHEAD, WEST, GO
 CS2976'1.5 MILES TO A SIDE ROAD (PRECINCT ONE ROAD 1089).  TURN
 CS2976'RIGHT, NORTH, GO 1.0 MILE TO A ROAD JUNCTION AT THE SILVER
 CS2976'MINNOW STORE AND GAS STATION AND A PRIVATE DRIVEWAY WHICH
 CS2976'LEADS EAST.  TURN RIGHT, AND FOLLOW THE DRIVEWAY,
 CS2976'EASTERLY, TO THE MOST SOUTHERLY HOUSE ON THE HILL AND THE
 CS2976'STATION.
 CS2976'
 CS2976'STATION MARK, A STANDARD DISK STAMPED AMSTEADER 1946, IS
 CS2976'SET IN A 14 IN X 14 IN CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 CS2976'OF THE GROUND.  IT IS 93 FEET SOUTHWEST OF THE SOUTHWEST
 CS2976'CORNER OF A HOUSE, 52 FEET NORTHWEST OF THE NORTHWEST CORNER
 CS2976'OF A HOUSE, AND 34 FEET SOUTHEAST OF A 16-INCH HICKORY TREE.
 CS2976'
 CS2976'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AMSTEADER
 CS2976'NO 1 1947, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS FLUSH
 CS2976'WITH THE SURFACE OF THE GROUND.  IT IS 128 FEET EAST OF
 CS2976'A POWERLINE POLE, 97 FEET NORTH OF THE NORTHWEST CORNER
 CS2976'OF FENCE AROUND THE WATER TANK, AND 67 FEET WOUTHWEST OF
 CS2976'THE SOUTHWEST CORNER OF HOUSE.
 CS2976'
 CS2976'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AMSTEADER
 CS2976'NO 2 1947, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS2976'ABOUT 1 INCH.  IT IS 149 FEET WEST OF THE NORTHWEST CORNER OF
 CS2976'HOUSE, 123 FEET SOUTH OF A POWERLINE POLE, AND 14 FEET NORTH
 CS2976'OF A GATE IN FENCE LINE, AND 1 FOOT EAST OF THE FENCE.
 CS2976'
 CS2976'NO NEW AZIMUTH MARK WAS SET.  TRIANGULATION STATION DICKESON
 CS2976'1946 IS VISIBLE FROM GROUND.
 CS2976
 CS2976                          STATION RECOVERY (1966)
 CS2976
 CS2976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2976'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2976'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 CS2976'A NEW AZIMUTH MARK WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--
 CS2976'
 CS2976'THE STATION IS ABOUT 8 MILES SOUTHWEST OF FORT WORTH, 4-1/2
 CS2976'MILES EAST OF BENBROOK, ABOUT 200 YARDS NORTH OF A FORT
 CS2976'WORTH WATER DEPARTMENT WATER TANK, ON THE HIGHEST HILL IN
 CS2976'THE VICINITY AND ON LAND OWNED BY MR. O.C. ARMSTRONG.
 CS2976'
 CS2976'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CS2976'80 AND 81 WHICH IS 0.4 MILE EAST OF THE MAIN POST OFFICE
 CS2976'IN FORT WORTH, GO SOUTH ON U.S. HIGHWAY 81 FOR 7.95 MILES
 CS2976'TO SYCAMORE ROAD.  TURN RIGHT, WEST, GO 1.5 MILES TO CROWLEY
 CS2976'ROAD.  CONTINUE WEST FOR 1.3 MILES TO A T-ROAD JUNCTION
 CS2976'(COUNTY ROAD 1054).  TURN LEFT, GO SOUTH AND WEST 1.3 MILES
 CS2976'TO A CROSSROAD.  KEEP STRAIGHT AHEAD, WEST, GO 1.5 MILES TO A
 CS2976'SIDE ROAD ON RIGHT, (COUNTY ROAD 1089).  TURN RIGHT, NORTH,
 CS2976'GO 1.0 MILE TO AZIMUTH MARK AND A PRIVATE ROAD ON THE RIGHT.
 CS2976'TURN RIGHT, EASTERLY, AND FOLLOW THE PRIVATE ROAD 0.45 MILE
 CS2976'TO THE MOST SOUTHERLY HOUSE AND STATION.
 CS2976'
 CS2976'STATION MARK, A STANDARD DISK, STAMPED AMSTEADER 1946, IS
 CS2976'SET IN A 14 IN X 14 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 CS2976'GROUND.  IT IS 93 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CS2976'A HOUSE, 52 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 CS2976'AND 34 FEET SOUTHEAST OF A HICKORY TREE.
 CS2976'
 CS2976'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED AMSTEADER
 CS2976'NO 1 1946, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE
 CS2976'SURFACE OF GROUND.  IT IS 128 FEET EAST OF A POWER LINE
 CS2976'POLE, 97 FEET NORTH OF THE NORTHWEST CORNER OF A FENCE AROUND THE
 CS2976'WATER TANK, AND 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CS2976'OF A HOUSE.
 CS2976'
 CS2976'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED AMSTEADER
 CS2976'NO 2 1946, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS2976'2 INCHES.  IT IS 149 FEET WEST OF THE NORTHWEST CORNER OF
 CS2976'THE HOUSE, 123 FEET SOUTH OF A POWER LINE POLE, 14 FEET NORTH
 CS2976'OF A GATE, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 CS2976'
 CS2976'AZIMUTH MARK, A STANDARD DISK, STAMPED AMSTEADER 1946 AZ
 CS2976'2 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS2976'8 INCHES.  IT IS 30 FEET EAST OF THE CENTER LINE OF A
 CS2976'NORTH-SOUTH ROAD, 85 FEET SOUTHEAST OF A ROAD JUNCTION, 6
 CS2976'FEET SOUTHEAST OF A POWER LINE POLE, AND 1 FOOT NORTHWEST
 CS2976'OF A METAL WITNESS POST.
 CS2976
 CS2976                          STATION RECOVERY (1996)
 CS2976
 CS2976'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2976'RECOVERED IN GOOD CONDITION.
 CS2976
 CS2976                          STATION RECOVERY (2002)
 CS2976
 CS2976'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 CS2976'RECOVERED IN GOOD CONDITION.
 CS2976
 CS2976                          STATION RECOVERY (2003)
 CS2976
 CS2976'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MB)
 CS2976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0614 ***********************************************************************
 AZ0614  DESIGNATION -  ANACACHO
 AZ0614  PID         -  AZ0614
 AZ0614  STATE/COUNTY-  TX/KINNEY
 AZ0614  USGS QUAD   -  ANACACHO (1974)
 AZ0614
 AZ0614                         *CURRENT SURVEY CONTROL
 AZ0614  ___________________________________________________________________
 AZ0614* NAD 83(1993)-  29 11 04.94765(N)    100 17 15.60893(W)     ADJUSTED  
 AZ0614* NAVD 88     -       406.3    (meters)    1333.     (feet)  VERTCON   
 AZ0614  ___________________________________________________________________
 AZ0614  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AZ0614  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0614
 AZ0614  HORZ ORDER  -  FIRST
 AZ0614
 AZ0614.The horizontal coordinates were established by classical geodetic methods
 AZ0614.and adjusted by the National Geodetic Survey in February 1996..
 AZ0614
 AZ0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0614
 AZ0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0614
 AZ0614.The geoid height was determined by GEOID03.
 AZ0614
 AZ0614;                    North         East     Units Scale Factor Converg.
 AZ0614;SPC TXSC     - 4,150,457.536   474,773.864   MT  0.99986666   -0 37 51.0
 AZ0614;SPC TXSC     -13,616,959.43  1,557,653.92   sFT  0.99986666   -0 37 51.0
 AZ0614;UTM  14      - 3,229,136.035   374,799.163   MT  0.99979343   -0 37 40.7
 AZ0614
 AZ0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0614!SPC TXSC     -   0.99993973  x   0.99986666  =   0.99980640
 AZ0614!UTM  14      -   0.99993973  x   0.99979343  =   0.99973318
 AZ0614
 AZ0614|---------------------------------------------------------------------|
 AZ0614| PID    Reference Object                     Distance      Geod. Az  |
 AZ0614|                                                           dddmmss.s |
 AZ0614| AZ0616 ANACACHO 1924 RM 1                   16.396 METERS 06256     |
 AZ0614| AZ0615 ANACACHO 1924 RM 2                   13.413 METERS 12827     |
 AZ0614| AZ0613 ANACACHO USGS 1924                    6.584 METERS 21113     |
 AZ0614| AZ0621 FORT CLARK POST RADIO MAST          APPROX.18.9 KM 3150830.5 |
 AZ0614| AZ0624 FORT CLARK TANK                     APPROX.18.8 KM 3153632.2 |
 AZ0614| AZ0622 BRACKETTVILLE MUNICIPAL TANK        APPROX.19.1 KM 3200130.4 |
 AZ0614| CV3640 ANACACHO AZ MK                                     3464702.5 |
 AZ0614|---------------------------------------------------------------------|
 AZ0614
 AZ0614                          SUPERSEDED SURVEY CONTROL
 AZ0614
 AZ0614  NAD 83(1986)-  29 11 04.94283(N)    100 17 15.58844(W) AD(       ) 1
 AZ0614  NAD 27      -  29 11 04.08300(N)    100 17 14.32800(W) AD(       ) 1
 AZ0614  NGVD 29 (07/19/86)  406.2    (m)         1333.     (f) VERT ANG       
 AZ0614
 AZ0614.Superseded values are not recommended for survey control.
 AZ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0614.See file dsdata.txt to determine how the superseded data were derived.
 AZ0614
 AZ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT7479929136(NAD 83)
 AZ0614_MARKER: DS = TRIANGULATION STATION DISK
 AZ0614_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0614
 AZ0614  HISTORY     - Date     Condition        Report By
 AZ0614  HISTORY     - 1924     MONUMENTED       CGS
 AZ0614  HISTORY     - 1935     GOOD             CGS
 AZ0614
 AZ0614                          STATION DESCRIPTION
 AZ0614
 AZ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AZ0614'STATION IS 1 MILE SE OF THE STATION BOARD AT ANACACHO RAILROAD
 AZ0614'STATION, ON THE SOUTHERN PACIFIC, AND 1-1/4 MILES S 27 DEG E
 AZ0614'(MAG.) FROM THE SECTION HOUSE, ON THE HIGHEST HILL IN THE VICINITY.
 AZ0614'
 AZ0614'STATION MARK IS A STANDARD BRONZE DISK SET IN SOLID ROCK WEDGED
 AZ0614'IN A DRILL HOLE IN OUTCROPPING BEDROCK, SURROUNDED BY A TRIANGLE
 AZ0614'CHISELED IN THE ROCK.
 AZ0614'
 AZ0614'TWO REFERENCE MARKS WERE SET, STANDARD BRONZE DISKS IN BEDROCK
 AZ0614'WEDGED IN DRILL HOLES.
 AZ0614'
 AZ0614'REFERENCE MARK NO. 1 IS 16.396 METERS (53.79 FEET) FROM STATION,
 AZ0614'NO. 2 IS 13.413 METERS (44.01 FEET)
 AZ0614'
 AZ0614'STATION ANACACHO (U.S.G.S.) IS MARKED BY A COPPER BOLT SET IN
 AZ0614'SOLID ROCK, IS 6.585 METERS (21.60 FEET) FROM THE STATION, IN
 AZ0614'
 AZ0614'IN 1924 STATION WAS REACHED FROM ANACACHO RAILROAD STATION BY
 AZ0614'PICKING UP ROAD LEADING SE ABOUT 150 METERS (492 FEET) TO
 AZ0614'WESTWARD OF STATION BOARD, FOLLOWING THIS ROAD ABOUT 1/4 MILE
 AZ0614'TURNING RIGHT AND DRIVING AROUND E END OF FIRST HIGH RIDGE, AND
 AZ0614'UP THE FIRST CANYON.  STATION IS ON THE FIRST HIGH HILL TO
 AZ0614'SOUTHWARD OF CANYON.  ELEVATION OF STATION, 406.2 METERS (1,333
 AZ0614'FEET).
 AZ0614
 AZ0614                          STATION RECOVERY (1935)
 AZ0614
 AZ0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0614'STATION IS LOCATED 1 MILE SE OF ANACACHO STATION BOARD AND 1 MILE
 AZ0614'(MAG. 295) FROM ANACACHO RANCH BUILDING, ON A ROCKY-TOPPED HILL,
 AZ0614'THE HIGHEST IN THE VICINITY.  STATION IS 73 FEET WSW OF THE NE
 AZ0614'END OF THE RIDGE, 45 FEET NW OF THE SE EDGE OF THE RIDGE, AND 27
 AZ0614'FEET SE OF THE NW EDGE OF THE RIDGE.  STATION IS MARKED BY A
 AZ0614'STANDARD DISK SET IN DRILL HOLE IN SOLID BEDROCK, INSCRIBED
 AZ0614'ANAACHUCHO 1924.  MARK FOUND TO BE IN GOOD CONDITION.
 AZ0614'
 AZ0614'THE SPELLING OF THE STATION WAS FOUND TO BE DIFFERENT FROM THAT
 AZ0614'GIVEN IN THE ORIGINAL DESCRIPTION.  THE NAME IN THE ORIGINAL
 AZ0614'DESCRIPTION WAS SPELLED ANACACHO BUT THE NAME ANAACHUCHO WAS
 AZ0614'STAMPED ON ALL THE MARKS.
 AZ0614'
 AZ0614'REFERENCE MARK NO. 1 IS INSCRIBED ANAACHUCHO 1924 NO. 1, AND
 AZ0614'WAS FOUND IN GOOD CONDITION.
 AZ0614'
 AZ0614'REFERENCE MARK NO. 2 IS INSCRIBED ANAACHUCHO 1924 NO. 2, AND
 AZ0614'WAS FOUND IN GOOD CONDITION.
 AZ0614'
 AZ0614'AZIMUTH MARK (1935) IS APPROXIMATELY 1.25 MILES N OF STATION, 210
 AZ0614'FEET NE OF OLD SECTION HOUSE IN THE ABUTMENT OF THE SW CORNER
 AZ0614'OF RAILROAD BRIDGE, A STANDARD REFERENCE DISK INSCRIBED ANACACHO
 AZ0614'AZI. 1935.
 AZ0614'
 AZ0614'STATION IS REACHED FROM THE POST OFFICE IN SPOFFORD BY GOING
 AZ0614'S 0.1 MILE ON GRAVEL ROAD AND TURN LEFT AROUND RED BARN ON MAIN
 AZ0614'ROAD.  PROCEED 9.0 MILES ON THIS MAIN ROAD TO ANACACHO SECTION
 AZ0614'HOUSE ON LEFT (N OF TRACKS) AND LARGE GATEWAY ON THE RIGHT WITH
 AZ0614'THE SIGN ABOVE STEEL GATE ANACACHO RANCH.  TURN RIGHT THROUGH
 AZ0614'GATE AND FOLLOW RANCH ROAD 2.15 MILES, TURN RIGHT THROUGH GATE
 AZ0614'AND TAKE RIGHT FORK MARKED STABLE ROAD 0.45 MILE TO THE
 AZ0614'ANACACHO RANCH.  THE FOREMAN OF THE RANCH, MR. DANIELS SHOULD
 AZ0614'BE NOTIFIED BEFORE PROCEEDING THROUGH THE RANCH.  GO THROUGH
 AZ0614'BOARD GATE AT W SIDE OF STABLES AND FOLLOW DIM ROAD W 0.8 MILE,
 AZ0614'PASS THROUGH GATE, AND DRIVE 0.25 MILE ON RIGHT FORK TO FOOT OF
 AZ0614'PEAK AT RIGHT END OF RIDGE AHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0616 ***********************************************************************
 AZ0616  DESIGNATION -  ANACACHO 1924 RM 1
 AZ0616  PID         -  AZ0616
 AZ0616  STATE/COUNTY-  TX/KINNEY
 AZ0616  USGS QUAD   -  ANACACHO (1974)
 AZ0616
 AZ0616                         *CURRENT SURVEY CONTROL
 AZ0616  ___________________________________________________________________
 AZ0616* NAD 83(1993)-  29 11 05.19001(N)    100 17 15.06856(W)     ADJUSTED  
 AZ0616* NAVD 88     -       406.     (meters)    1332.     (feet)  SCALED    
 AZ0616  ___________________________________________________________________
 AZ0616  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AZ0616  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0616
 AZ0616  HORZ ORDER  -  SECOND
 AZ0616
 AZ0616.The horizontal coordinates were established by classical geodetic methods
 AZ0616.and adjusted by the National Geodetic Survey in February 1996..
 AZ0616
 AZ0616.The orthometric height was scaled from a topographic map.
 AZ0616
 AZ0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0616
 AZ0616.The geoid height was determined by GEOID03.
 AZ0616
 AZ0616;                    North         East     Units Scale Factor Converg.
 AZ0616;SPC TXSC     - 4,150,464.836   474,788.543   MT  0.99986665   -0 37 50.8
 AZ0616;SPC TXSC     -13,616,983.38  1,557,702.08   sFT  0.99986665   -0 37 50.8
 AZ0616;UTM  14      - 3,229,143.335   374,813.841   MT  0.99979338   -0 37 40.5
 AZ0616
 AZ0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0616!SPC TXSC     -   0.99993976  x   0.99986665  =   0.99980642
 AZ0616!UTM  14      -   0.99993976  x   0.99979338  =   0.99973316
 AZ0616
 AZ0616                          SUPERSEDED SURVEY CONTROL
 AZ0616
 AZ0616  NAD 83(1986)-  29 11 05.18520(N)    100 17 15.04807(W) AD(       ) 2
 AZ0616  NAD 27      -  29 11 04.32500(N)    100 17 13.78800(W) AD(       ) 2
 AZ0616
 AZ0616.Superseded values are not recommended for survey control.
 AZ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0616.See file dsdata.txt to determine how the superseded data were derived.
 AZ0616
 AZ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT7481429143(NAD 83)
 AZ0616_MARKER: DS = TRIANGULATION STATION DISK
 AZ0616_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0616_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 AZ0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0616+STABILITY: POSITION/ELEVATION WELL
 AZ0616
 AZ0616  HISTORY     - Date     Condition        Report By
 AZ0616  HISTORY     - 1924     MONUMENTED       CGS
 AZ0616
 AZ0616                          STATION DESCRIPTION
 AZ0616
 AZ0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AZ0616'STATION IS REACHED FROM THE POST OFFICE IN SPOFFORD BY GOING
 AZ0616'S 0.1 MILE ON GRAVEL ROAD AND TURN LEFT AROUND RED BARN ON MAIN
 AZ0616'ROAD.  PROCEED 9.0 MILES ON THIS MAIN ROAD TO ANACACHO SECTION
 AZ0616'HOUSE ON LEFT (N OF TRACKS) AND LARGE GATEWAY ON THE RIGHT WITH
 AZ0616'THE SIGN ABOVE STEEL GATE ANACACHO RANCH.  TURN RIGHT THROUGH
 AZ0616'GATE AND FOLLOW RANCH ROAD 2.15 MILES, TURN RIGHT THROUGH GATE
 AZ0616'AND TAKE RIGHT FORK MARKED STABLE ROAD 0.45 MILE TO THE
 AZ0616'ANACACHO RANCH.  THE FOREMAN OF THE RANCH, MR. DANIELS SHOULD
 AZ0616'BE NOTIFIED BEFORE PROCEEDING THROUGH THE RANCH.  GO THROUGH
 AZ0616'BOARD GATE AT W SIDE OF STABLES AND FOLLOW DIM ROAD W 0.8 MILE,
 AZ0616'PASS THROUGH GATE, AND DRIVE 0.25 MILE ON RIGHT FORK TO FOOT OF
 AZ0616'PEAK AT RIGHT END OF RIDGE AHEAD.
 AZ0616'
 AZ0616'STANDARD BRONZE DISK IN BEDROCK
 AZ0616'WEDGED IN DRILL HOLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0615 ***********************************************************************
 AZ0615  DESIGNATION -  ANACACHO 1924 RM 2
 AZ0615  PID         -  AZ0615
 AZ0615  STATE/COUNTY-  TX/KINNEY
 AZ0615  USGS QUAD   -  ANACACHO (1974)
 AZ0615
 AZ0615                         *CURRENT SURVEY CONTROL
 AZ0615  ___________________________________________________________________
 AZ0615* NAD 83(1993)-  29 11 04.67674(N)    100 17 15.22015(W)     ADJUSTED  
 AZ0615* NAVD 88     -       406.     (meters)    1332.     (feet)  SCALED    
 AZ0615  ___________________________________________________________________
 AZ0615  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AZ0615  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0615
 AZ0615  HORZ ORDER  -  SECOND
 AZ0615
 AZ0615.The horizontal coordinates were established by classical geodetic methods
 AZ0615.and adjusted by the National Geodetic Survey in February 1996..
 AZ0615
 AZ0615.The orthometric height was scaled from a topographic map.
 AZ0615
 AZ0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0615
 AZ0615.The geoid height was determined by GEOID03.
 AZ0615
 AZ0615;                    North         East     Units Scale Factor Converg.
 AZ0615;SPC TXSC     - 4,150,449.081   474,784.274   MT  0.99986666   -0 37 50.9
 AZ0615;SPC TXSC     -13,616,931.69  1,557,688.07   sFT  0.99986666   -0 37 50.9
 AZ0615;UTM  14      - 3,229,127.581   374,809.573   MT  0.99979340   -0 37 40.5
 AZ0615
 AZ0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0615!SPC TXSC     -   0.99993976  x   0.99986666  =   0.99980643
 AZ0615!UTM  14      -   0.99993976  x   0.99979340  =   0.99973318
 AZ0615
 AZ0615                          SUPERSEDED SURVEY CONTROL
 AZ0615
 AZ0615  NAD 83(1986)-  29 11 04.67195(N)    100 17 15.19971(W) AD(       ) 2
 AZ0615  NAD 27      -  29 11 03.81200(N)    100 17 13.93900(W) AD(       ) 2
 AZ0615
 AZ0615.Superseded values are not recommended for survey control.
 AZ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0615.See file dsdata.txt to determine how the superseded data were derived.
 AZ0615
 AZ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT7481029128(NAD 83)
 AZ0615_MARKER: DS = TRIANGULATION STATION DISK
 AZ0615_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0615_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 AZ0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0615+STABILITY: POSITION/ELEVATION WELL
 AZ0615
 AZ0615  HISTORY     - Date     Condition        Report By
 AZ0615  HISTORY     - 1924     MONUMENTED       CGS
 AZ0615
 AZ0615                          STATION DESCRIPTION
 AZ0615
 AZ0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AZ0615'STATION IS REACHED FROM THE POST OFFICE IN SPOFFORD BY GOING
 AZ0615'S 0.1 MILE ON GRAVEL ROAD AND TURN LEFT AROUND RED BARN ON MAIN
 AZ0615'ROAD.  PROCEED 9.0 MILES ON THIS MAIN ROAD TO ANACACHO SECTION
 AZ0615'HOUSE ON LEFT (N OF TRACKS) AND LARGE GATEWAY ON THE RIGHT WITH
 AZ0615'THE SIGN ABOVE STEEL GATE ANACACHO RANCH.  TURN RIGHT THROUGH
 AZ0615'GATE AND FOLLOW RANCH ROAD 2.15 MILES, TURN RIGHT THROUGH GATE
 AZ0615'AND TAKE RIGHT FORK MARKED STABLE ROAD 0.45 MILE TO THE
 AZ0615'ANACACHO RANCH.  THE FOREMAN OF THE RANCH, MR. DANIELS SHOULD
 AZ0615'BE NOTIFIED BEFORE PROCEEDING THROUGH THE RANCH.  GO THROUGH
 AZ0615'BOARD GATE AT W SIDE OF STABLES AND FOLLOW DIM ROAD W 0.8 MILE,
 AZ0615'PASS THROUGH GATE, AND DRIVE 0.25 MILE ON RIGHT FORK TO FOOT OF
 AZ0615'PEAK AT RIGHT END OF RIDGE AHEAD.
 AZ0615'
 AZ0615'STANDARD BRONZE DISK IN BEDROCK
 AZ0615'WEDGED IN DRILL HOLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0617 ***********************************************************************
 AZ0617  DESIGNATION -  ANACACHO MTNS HIGHEST PEAK
 AZ0617  PID         -  AZ0617
 AZ0617  STATE/COUNTY-  TX/KINNEY
 AZ0617  USGS QUAD   -  ANACACHO (1974)
 AZ0617
 AZ0617                         *CURRENT SURVEY CONTROL
 AZ0617  ___________________________________________________________________
 AZ0617* NAD 83(1993)-  29 11 04.65645(N)    100 17 15.57228(W)     ADJUSTED  
 AZ0617* NAVD 88     -                                                        
 AZ0617  ___________________________________________________________________
 AZ0617  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AZ0617  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0617
 AZ0617  HORZ ORDER  -  THIRD
 AZ0617
 AZ0617.The horizontal coordinates were established by classical geodetic methods
 AZ0617.and adjusted by the National Geodetic Survey in February 1996..
 AZ0617
 AZ0617
 AZ0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0617
 AZ0617.The geoid height was determined by GEOID03.
 AZ0617
 AZ0617;                    North         East     Units Scale Factor Converg.
 AZ0617;SPC TXSC     - 4,150,448.561   474,774.756   MT  0.99986666   -0 37 51.0
 AZ0617;SPC TXSC     -13,616,929.99  1,557,656.85   sFT  0.99986666   -0 37 51.0
 AZ0617;UTM  14      - 3,229,127.061   374,800.055   MT  0.99979342   -0 37 40.7
 AZ0617
 AZ0617                          SUPERSEDED SURVEY CONTROL
 AZ0617
 AZ0617  NAD 83(1986)-  29 11 04.65107(N)    100 17 15.55195(W) AD(       ) 4
 AZ0617  NAD 27      -  29 11 03.79000(N)    100 17 14.28000(W) AD(       ) 3
 AZ0617
 AZ0617.Superseded values are not recommended for survey control.
 AZ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0617.See file dsdata.txt to determine how the superseded data were derived.
 AZ0617
 AZ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT7480029127(NAD 83)
 AZ0617_MARKER: 73 = LOOKOUT HOUSE
 AZ0617
 AZ0617  HISTORY     - Date     Condition        Report By
 AZ0617  HISTORY     - 1918     FIRST OBSERVED   CGS
 AZ0617
 AZ0617                          STATION DESCRIPTION
 AZ0617
 AZ0617'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0613 ***********************************************************************
 AZ0613  DESIGNATION -  ANACACHO USGS 1924
 AZ0613  PID         -  AZ0613
 AZ0613  STATE/COUNTY-  TX/KINNEY
 AZ0613  USGS QUAD   -  ANACACHO (1974)
 AZ0613
 AZ0613                         *CURRENT SURVEY CONTROL
 AZ0613  ___________________________________________________________________
 AZ0613* NAD 83(1993)-  29 11 04.76479(N)    100 17 15.73524(W)     ADJUSTED  
 AZ0613* NAVD 88     -       406.     (meters)    1332.     (feet)  SCALED    
 AZ0613  ___________________________________________________________________
 AZ0613  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AZ0613  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0613
 AZ0613  HORZ ORDER  -  SECOND
 AZ0613
 AZ0613.The horizontal coordinates were established by classical geodetic methods
 AZ0613.and adjusted by the National Geodetic Survey in February 1996..
 AZ0613
 AZ0613.The orthometric height was scaled from a topographic map.
 AZ0613
 AZ0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0613
 AZ0613.The geoid height was determined by GEOID03.
 AZ0613
 AZ0613;                    North         East     Units Scale Factor Converg.
 AZ0613;SPC TXSC     - 4,150,451.945   474,770.390   MT  0.99986666   -0 37 51.1
 AZ0613;SPC TXSC     -13,616,941.09  1,557,642.52   sFT  0.99986666   -0 37 51.1
 AZ0613;UTM  14      - 3,229,130.444   374,795.690   MT  0.99979344   -0 37 40.8
 AZ0613
 AZ0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0613!SPC TXSC     -   0.99993976  x   0.99986666  =   0.99980643
 AZ0613!UTM  14      -   0.99993976  x   0.99979344  =   0.99973322
 AZ0613
 AZ0613                          SUPERSEDED SURVEY CONTROL
 AZ0613
 AZ0613  NAD 83(1986)-  29 11 04.76020(N)    100 17 15.71518(W) AD(       ) 2
 AZ0613  NAD 27      -  29 11 03.90100(N)    100 17 14.45500(W) AD(       ) 2
 AZ0613
 AZ0613.Superseded values are not recommended for survey control.
 AZ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0613.See file dsdata.txt to determine how the superseded data were derived.
 AZ0613
 AZ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT7479629130(NAD 83)
 AZ0613_MARKER: B = BOLT
 AZ0613_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0613
 AZ0613  HISTORY     - Date     Condition        Report By
 AZ0613  HISTORY     - 1924     MONUMENTED       USGS
 AZ0613  HISTORY     - 1935     GOOD             CGS
 AZ0613
 AZ0613                          STATION DESCRIPTION
 AZ0613
 AZ0613'DESCRIBED BY US GEOLOGICAL SURVEY 1924 (HO)
 AZ0613'COPPER BOLT AT SOLID ROCK 6.585 METERS (21.60 FEET)
 AZ0613'FROM STATION ANACACHO.
 AZ0613
 AZ0613                          STATION RECOVERY (1935)
 AZ0613
 AZ0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0613'ORIGINAL DESCRIPTION OF STATION NOT AVAILABLE.
 AZ0613'
 AZ0613'STATION IS LOCATED ABOUT 1 MILE SE OF ANACACHO STATION BOARD,
 AZ0613'AND 1 MILE 295 DEG (MAGNETIC) FROM ANACACHO RANCH BUILDING, ON A
 AZ0613'ROCKY-TOPPED HILL, THE HIGHEST IN THE VICINITY.  IT IS 95 FEET SW
 AZ0613'OF THE NE END OF THE RIDGE, 45 FEET WNW OF THE SE EDGE OF THE
 AZ0613'HILL, AND 27 FEET SE OF NW EDGE OF HILL.
 AZ0613'
 AZ0613'STATION IS MARKED BY A 1-INCH COPPER BOLT SET IN DRILL HOLE IN
 AZ0613'TOP OF SOLID BEDROCK, INSCRIBED U.S.G.S.  A SMALL TRIANGLE, A
 AZ0613'LITTLE OFF CENTER MARKS THE POINT.  MARK IS IN GOOD CONDITION.
 AZ0613'
 AZ0613'STATION IS REACHED BY FOLLOWING DIRECTIONS TO REACH ANAACHUCHO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6055 ***********************************************************************
 AW6055  DESIGNATION -  ANAHUAC ECC 1932
 AW6055  PID         -  AW6055
 AW6055  STATE/COUNTY-  TX/CHAMBERS
 AW6055  USGS QUAD   -  ANAHUAC (1993)
 AW6055
 AW6055                         *CURRENT SURVEY CONTROL
 AW6055  ___________________________________________________________________
 AW6055* NAD 83(1993)-  29 46 09.10107(N)    094 41 06.11852(W)     ADJUSTED  
 AW6055* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AW6055  ___________________________________________________________________
 AW6055  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AW6055  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6055
 AW6055  HORZ ORDER  -  SECOND
 AW6055
 AW6055.The horizontal coordinates were established by classical geodetic methods
 AW6055.and adjusted by the National Geodetic Survey in February 1996..
 AW6055
 AW6055.The orthometric height was scaled from a topographic map.
 AW6055
 AW6055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6055
 AW6055.The geoid height was determined by GEOID03.
 AW6055
 AW6055;                    North         East     Units Scale Factor Converg.
 AW6055;SPC TXSC     - 4,222,242.906 1,017,155.382   MT  0.99989187   +2 06 50.2
 AW6055;SPC TXSC     -13,852,475.27  3,337,117.28   sFT  0.99989187   +2 06 50.2
 AW6055;UTM  15      - 3,294,400.287   337,095.727   MT  0.99992744   -0 50 12.5
 AW6055
 AW6055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6055!SPC TXSC     -   1.00000319  x   0.99989187  =   0.99989506
 AW6055!UTM  15      -   1.00000319  x   0.99992744  =   0.99993063
 AW6055
 AW6055:                Primary Azimuth Mark                     Grid Az
 AW6055:SPC TXSC     -  TRINITY RIVER BEACON A                   210 40 23.6
 AW6055:UTM  15      -  TRINITY RIVER BEACON A                   213 37 26.3
 AW6055
 AW6055|---------------------------------------------------------------------|
 AW6055| PID    Reference Object                     Distance      Geod. Az  |
 AW6055|                                                           dddmmss.s |
 AW6055| AW6077 TRINITY RIVER BEACON A              APPROX. 3.9 KM 2124713.8 |
 AW6055| AW6059 TRINITY RIVER BEACON B              APPROX. 1.8 KM 2131453.0 |
 AW6055| AW6058 TRINITY RIVER BEACON C              APPROX. 0.5 KM 3245210.7 |
 AW6055| AW6054 MOUND                               APPROX. 6.5 KM 3445005.7 |
 AW6055|---------------------------------------------------------------------|
 AW6055
 AW6055                          SUPERSEDED SURVEY CONTROL
 AW6055
 AW6055  NAD 83(1986)-  29 46 09.11826(N)    094 41 06.09994(W) AD(       ) 2
 AW6055  NAD 27      -  29 46 08.32051(N)    094 41 05.39861(W) AD(       ) 2
 AW6055
 AW6055.Superseded values are not recommended for survey control.
 AW6055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6055.See file dsdata.txt to determine how the superseded data were derived.
 AW6055
 AW6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3709694400(NAD 83)
 AW6055_MARKER: DS = TRIANGULATION STATION DISK
 AW6055_SETTING: 0 = UNSPECIFIED SETTING
 AW6055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6055
 AW6055  HISTORY     - Date     Condition        Report By
 AW6055  HISTORY     - 1932     MONUMENTED       CGS
 AW6055  HISTORY     - 1935     MARK NOT FOUND   CGS
 AW6055  HISTORY     - 1962     MARK NOT FOUND   CGS
 AW6055  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW6055  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW6055  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW6055
 AW6055                          STATION DESCRIPTION
 AW6055
 AW6055'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6055'ON THE NW CORNER OF A LEDGE AROUND THE TOWER OF THE COURTHOUSE
 AW6055'AT ANAHUAC.
 AW6055'
 AW6055'STATION IS A BRONZE STATION DISK SET IN AN ALUMINUM PAN OF
 AW6055'CONCRETE FASTENED TO THE LEDGE WITH LAG SCREWS.  IT IS 3.57
 AW6055'FEET FROM THE N FACE OF THE LEDGE AND 3.20 FEET FROM THE
 AW6055'W FACE.
 AW6055'
 AW6055'NO REFERENCE MARK WAS SET.
 AW6055
 AW6055                          STATION RECOVERY (1935)
 AW6055
 AW6055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 AW6055'THE CHAMBERS COUNTY COURTHOUSE AT ANAHUAC WAS DESTROYED BY
 AW6055'FIRE ABOUT MAY 15, 1935.
 AW6055
 AW6055                          STATION RECOVERY (1962)
 AW6055
 AW6055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHP)
 AW6055'LOST.  THE ANAHUAC COURTHOUSE WAS DESTROYED BY FIRE IN 1935.
 AW6055
 AW6055                          STATION RECOVERY (1997)
 AW6055
 AW6055'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6055'MARK NOT FOUND.
 AW6055
 AW6055                          STATION RECOVERY (2001)
 AW6055
 AW6055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6055'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW6055
 AW6055                          STATION RECOVERY (2005)
 AW6055
 AW6055'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6056 ***********************************************************************
 AW6056  DESIGNATION -  ANAHUAC MUNICIPAL TANK
 AW6056  PID         -  AW6056
 AW6056  STATE/COUNTY-  TX/CHAMBERS
 AW6056  USGS QUAD   -  ANAHUAC (1993)
 AW6056
 AW6056                         *CURRENT SURVEY CONTROL
 AW6056  ___________________________________________________________________
 AW6056* NAD 83(1993)-  29 46 00.76940(N)    094 40 45.87803(W)     ADJUSTED  
 AW6056* NAVD 88     -                                                        
 AW6056  ___________________________________________________________________
 AW6056  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AW6056  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6056
 AW6056  HORZ ORDER  -  THIRD
 AW6056
 AW6056.The horizontal coordinates were established by classical geodetic methods
 AW6056.and adjusted by the National Geodetic Survey in February 1996..
 AW6056
 AW6056
 AW6056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6056
 AW6056.The geoid height was determined by GEOID03.
 AW6056
 AW6056;                    North         East     Units Scale Factor Converg.
 AW6056;SPC TXSC     - 4,222,006.634 1,017,708.158   MT  0.99989157   +2 07 00.2
 AW6056;SPC TXSC     -13,851,700.10  3,338,930.85   sFT  0.99989157   +2 07 00.2
 AW6056;SPC TX C     - 3,025,004.155 1,246,622.169   MT  1.00011173   +2 54 43.6
 AW6056;SPC TX C     - 9,924,534.47  4,089,959.57   sFT  1.00011173   +2 54 43.6
 AW6056;UTM  15      - 3,294,135.863   337,635.626   MT  0.99992527   -0 50 02.3
 AW6056
 AW6056                          SUPERSEDED SURVEY CONTROL
 AW6056
 AW6056  NAD 83(1986)-  29 46 00.78752(N)    094 40 45.85971(W) AD(       ) 4
 AW6056  NAD 27      -  29 45 59.99300(N)    094 40 45.15600(W) AD(       ) 3
 AW6056
 AW6056.Superseded values are not recommended for survey control.
 AW6056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6056.See file dsdata.txt to determine how the superseded data were derived.
 AW6056
 AW6056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3763694136(NAD 83)
 AW6056_MARKER: 53 = ELEVATED TANK
 AW6056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6056+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AW6056
 AW6056  HISTORY     - Date     Condition        Report By
 AW6056  HISTORY     - 1951     FIRST OBSERVED   CGS
 AW6056  HISTORY     - 19960906 GOOD             USPSQD
 AW6056  HISTORY     - 20010331 GOOD             NGS
 AW6056  HISTORY     - 20040201 GOOD             USPSQD
 AW6056  HISTORY     - 20050201 GOOD             USPSQD
 AW6056
 AW6056                          STATION DESCRIPTION
 AW6056
 AW6056'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW6056'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF ANAHUAC.  IT IS
 AW6056'90.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST STREET.  IT IS A
 AW6056'4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  IT HAS
 AW6056'A CONICAL SHAPED ROOF WITH A RED LIGHT AT THE APEX.  THE
 AW6056'OVERALL HEIGHT IS ABOUT 135.0 FEET.
 AW6056'
 AW6056'THE RED LIGHT AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 AW6056
 AW6056                          STATION RECOVERY (1996)
 AW6056
 AW6056'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6056'RECOVERED IN GOOD CONDITION.
 AW6056
 AW6056                          STATION RECOVERY (2001)
 AW6056
 AW6056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6056'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW6056
 AW6056                          STATION RECOVERY (2004)
 AW6056
 AW6056'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW6056'RECOVERED IN GOOD CONDITION.
 AW6056
 AW6056                          STATION RECOVERY (2005)
 AW6056
 AW6056'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0760 ***********************************************************************
 DO0760  DESIGNATION -  ANARENE
 DO0760  PID         -  DO0760
 DO0760  STATE/COUNTY-  TX/ARCHER
 DO0760  USGS QUAD   -  BOBCAT BLUFF (1964)
 DO0760
 DO0760                         *CURRENT SURVEY CONTROL
 DO0760  ___________________________________________________________________
 DO0760* NAD 83(1993)-  33 29 10.36294(N)    098 40 40.02844(W)     ADJUSTED  
 DO0760* NAVD 88     -       367.5    (meters)    1206.     (feet)  VERTCON   
 DO0760  ___________________________________________________________________
 DO0760  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DO0760  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DO0760
 DO0760  HORZ ORDER  -  FIRST
 DO0760
 DO0760.The horizontal coordinates were established by classical geodetic methods
 DO0760.and adjusted by the National Geodetic Survey in February 1996..
 DO0760
 DO0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0760
 DO0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0760
 DO0760.The geoid height was determined by GEOID03.
 DO0760
 DO0760;                    North         East     Units Scale Factor Converg.
 DO0760;SPC TXNC     - 2,201,785.650   583,478.723   MT  0.99990130   -0 05 49.1
 DO0760;SPC TXNC     - 7,223,691.75  1,914,296.44   sFT  0.99990130   -0 05 49.1
 DO0760;UTM  14      - 3,705,236.992   529,933.804   MT  0.99961105   +0 10 40.0
 DO0760
 DO0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0760!SPC TXNC     -   0.99994675  x   0.99990130  =   0.99984805
 DO0760!UTM  14      -   0.99994675  x   0.99961105  =   0.99955782
 DO0760
 DO0760|---------------------------------------------------------------------|
 DO0760| PID    Reference Object                     Distance      Geod. Az  |
 DO0760|                                                           dddmmss.s |
 DO0760| CX7499 ANARENE RM 1                         10.705 METERS 01904     |
 DO0760| CX7501 ANARENE RM 3                                       0820740.3 |
 DO0760| CX7500 ANARENE RM 2                         10.753 METERS 15413     |
 DO0760|---------------------------------------------------------------------|
 DO0760
 DO0760                          SUPERSEDED SURVEY CONTROL
 DO0760
 DO0760  NAD 83(1993)-  33 29 10.36359(N)    098 40 40.02846(W) AD(       ) 1
 DO0760  NAD 83(1986)-  33 29 10.36568(N)    098 40 40.01532(W) AD(       ) 1
 DO0760  NAD 27      -  33 29 09.98254(N)    098 40 38.80320(W) AD(       ) 1
 DO0760  NGVD 29 (07/19/86)  367.4    (m)         1205.     (f) VERT ANG       
 DO0760
 DO0760.Superseded values are not recommended for survey control.
 DO0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0760.See file dsdata.txt to determine how the superseded data were derived.
 DO0760
 DO0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2993405237(NAD 83)
 DO0760_MARKER: DS = TRIANGULATION STATION DISK
 DO0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0760
 DO0760  HISTORY     - Date     Condition        Report By
 DO0760  HISTORY     - 1975     MONUMENTED       NGS
 DO0760  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0760
 DO0760                          STATION DESCRIPTION
 DO0760
 DO0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0760'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF OLNEY, 8
 DO0760'MILES SOUTHWEST OF ARCHER, 0.7 MILE WEST OF STATE HIGHWAY 79,
 DO0760'NEAR THE MIDDLE OF A HIGH BUTTE AND ON LAND OWNED BY MRS. RUBY
 DO0760'PITCOCK, GRAHAM, TEXAS, TELEPHONE NUMBER 549-1120.
 DO0760'
 DO0760'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 199 AND
 DO0760'79 IN OLNEY, GO NORTH ON STATE HIGHWAY 79 FOR 2.0 MILES TO A
 DO0760'SURFACED ROAD FORK, CONTINUE NORTH ON STATE HIGHWAY 79 FOR 8.1
 DO0760'MILES TO A SIDE ROAD LEFT AND SIGNS PERKINS AND CULLUM FALLS
 DO0760'COUNTY LEASES AND MAYNARD OIL CO.  TURN LEFT AND GO WEST ON A
 DO0760'GRAVELED ROAD FOR 0.4 MILE TO REFERENCE MARK 3 ON THE LEFT,
 DO0760'CONTINUE WEST ON THE GRAVELED ROAD FOR 0.3 MILE TO A
 DO0760'CATTLE-GUARD, PASS THROUGH CATTLEGUARD, HERE LEAVE ROAD AND
 DO0760'GO SOUTH ACROSS PASTURE TO THE NORTHWEST EDGE OF BUTTE, HERE
 DO0760'PICK WAY UP BUTTE TO THE STATION NEAR THE MIDDLE OF BUTTE
 DO0760'AND A NORTH-SOUTH FENCELINE.
 DO0760'
 DO0760'STATION MARKS ARE STANDARD DISKS STAMPED ANARENE 1975.  THE
 DO0760'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0760'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 16 FEET
 DO0760'WEST OF A METAL WITNESS POST AND FENCELINE.  THE UNDERGROUND DISK
 DO0760'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 DO0760'BELOW THE GROUND SURFACE.
 DO0760'
 DO0760'REFERENCE MARK 1, A STANDARD DISK STAMPED ANARENE NO 1 1975, IS
 DO0760'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0760'IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET NORTH OF THE
 DO0760'METAL WITNESS POST AND 1 FOOT WEST OF THE FENCELINE.
 DO0760'
 DO0760'REFERENCE MARK 2, A STANDARD DISK STAMPED ANARENE NO 2 1975, IS
 DO0760'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DO0760'FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET SOUTH OF THE METAL
 DO0760'WITNESS POST AND 2 FEET WEST OF THE FENCELINE.
 DO0760'
 DO0760'REFERENCE MARK 3, A STANDARD DISK STAMPED ANARENE NO 3 1975, IS
 DO0760'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0760'IS FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET SOUTH OF THE
 DO0760'CENTER OF THE GRAVELED ROAD, 45 FEET EAST OF A TRACK ROAD AND 4
 DO0760'FEET WEST OF A POWERLINE POLE.
 DO0760
 DO0760                          STATION RECOVERY (2001)
 DO0760
 DO0760'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0595 ***********************************************************************
 AO0595  DESIGNATION -  ANCIRA
 AO0595  PID         -  AO0595
 AO0595  STATE/COUNTY-  TX/LIVE OAK
 AO0595  USGS QUAD   -  CLEGG (1969)
 AO0595
 AO0595                         *CURRENT SURVEY CONTROL
 AO0595  ___________________________________________________________________
 AO0595* NAD 83(1993)-  28 05 16.98634(N)    098 15 12.60841(W)     ADJUSTED  
 AO0595* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 AO0595  ___________________________________________________________________
 AO0595  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AO0595  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AO0595
 AO0595  HORZ ORDER  -  SECOND
 AO0595
 AO0595.The horizontal coordinates were established by classical geodetic methods
 AO0595.and adjusted by the National Geodetic Survey in February 1996..
 AO0595
 AO0595.The orthometric height was scaled from a topographic map.
 AO0595
 AO0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0595
 AO0595.The geoid height was determined by GEOID03.
 AO0595
 AO0595;                    North         East     Units Scale Factor Converg.
 AO0595;SPC TXSC     - 4,028,465.972   673,373.813   MT  1.00009784   +0 21 56.6
 AO0595;SPC TXSC     -13,216,725.44  2,209,227.25   sFT  1.00009784   +0 21 56.6
 AO0595;SPC TX S     - 5,268,309.461   324,228.021   MT  1.00007440   +0 06 42.9
 AO0595;SPC TX S     -17,284,445.29  1,063,738.10   sFT  1.00007440   +0 06 42.9
 AO0595;UTM  14      - 3,107,181.329   573,338.949   MT  0.99966638   +0 21 05.4
 AO0595
 AO0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0595!SPC TXSC     -   0.99998039  x   1.00009784  =   1.00007823
 AO0595!SPC TX S     -   0.99998039  x   1.00007440  =   1.00005479
 AO0595!UTM  14      -   0.99998039  x   0.99966638  =   0.99964677
 AO0595
 AO0595:                Primary Azimuth Mark                     Grid Az
 AO0595:SPC TXSC     -  ANCIRA AZ MK                             021 04 58.4
 AO0595:SPC TX S     -  ANCIRA AZ MK                             021 20 12.1
 AO0595:UTM  14      -  ANCIRA AZ MK                             021 05 49.6
 AO0595
 AO0595|---------------------------------------------------------------------|
 AO0595| PID    Reference Object                     Distance      Geod. Az  |
 AO0595|                                                           dddmmss.s |
 AO0595| CV3641 ANCIRA AZ MK                                       0212655.0 |
 AO0595| CV3642 ANCIRA RM 1                          13.085 METERS 04923     |
 AO0595| CV3643 ANCIRA RM 2                          13.305 METERS 16003     |
 AO0595|---------------------------------------------------------------------|
 AO0595
 AO0595                          SUPERSEDED SURVEY CONTROL
 AO0595
 AO0595  NAD 83(1986)-  28 05 16.99257(N)    098 15 12.58618(W) AD(       ) 2
 AO0595  NAD 27      -  28 05 15.95100(N)    098 15 11.55800(W) AD(       ) 2
 AO0595
 AO0595.Superseded values are not recommended for survey control.
 AO0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0595.See file dsdata.txt to determine how the superseded data were derived.
 AO0595
 AO0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS7333907181(NAD 83)
 AO0595_MARKER: DS = TRIANGULATION STATION DISK
 AO0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0595
 AO0595  HISTORY     - Date     Condition        Report By
 AO0595  HISTORY     - 1953     MONUMENTED       CGS
 AO0595  HISTORY     - 1963     GOOD             CGS
 AO0595  HISTORY     - 1969     GOOD             CGS
 AO0595
 AO0595                          STATION DESCRIPTION
 AO0595
 AO0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0595'THE STATION IS LOCATED ABOUT 22 MILES NORTH OF SAN DIEGO
 AO0595'AND 19 MILES SOUTHWEST OF GEORGE WEST ON THE TOP OF A PROMINENT
 AO0595'ROUND BUTTE.
 AO0595'
 AO0595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AO0595'AND STATE HIGHWAY 202 IN THE SOUTH EDGE OF GEORGE WEST, GO
 AO0595'SOUTHWEST ON STATE HIGHWAY 202 FOR 15.5 MILES TO FARM ROAD
 AO0595'1359 TO THE LEFT.  TURN LEFT, GO SOUTHEAST, SOUTHWEST AND
 AO0595'SOUTHEAST 3.5 MILES TO WHERE FARM ROAD 1359 TURNS LEFT.  CONTINUE
 AO0595'STRAIGHT AHEAD ON A DIRT ROAD 1.0 MILES TO WHERE DIRT ROAD
 AO0595'TURNS RIGHT.  TURN RIGHT, GO SOUTHWEST 0.7 MILES TO THE
 AO0595'AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD 0.3 MILE
 AO0595'TO RANCH BUILDINGS.  PASS THROUGH CORRALS AND GO SOUTHERLY
 AO0595'ON EAST SIDE OF BUTTE 0.25 MILE TO SOUTH END OF BUTTE.  TURN
 AO0595'SHARP RIGHT AND GO NORTHERLY 0.1 MILE TO STATION.
 AO0595'
 AO0595'THE STATION MARK IS STAMPED ANCIRA 1953.  IT IS A STANDARD
 AO0595'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 AO0595'
 AO0595'REFERENCE MARK 1 IS STAMPED ANCIRA NO 1 1953.  IT IS A STANDARD
 AO0595'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 AO0595'
 AO0595'REFERENCE MARK 2 IS STAMPED ANCIRA NO 2 1953.  IT IS A STANDARD
 AO0595'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 AO0595'
 AO0595'THE AZIMUTH MARK IS STAMPED ANCIRA 1953.  IT IS A STANDARD
 AO0595'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 AO0595'IT IS 75 FEET NORTHEAST OF A FENCE CORNER, 24 FEET SOUTHEAST
 AO0595'OF THE CENTER LINE OF A DIRT ROAD, 3 FEET SOUTHWEST OF A
 AO0595'WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF A WIRE FENCE.
 AO0595'
 AO0595'ON PROPERTY OF JESUS G. ANCIRA, BENAVIDES, TEXAS.  RENTED
 AO0595'AND OCCUPIED BY MR. LIBRADO GARCA.
 AO0595'
 AO0595'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AO0595
 AO0595                          STATION RECOVERY (1963)
 AO0595
 AO0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AO0595'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 AO0595'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 AO0595'TO STATION SITE ARE CORRECT.
 AO0595
 AO0595                          STATION RECOVERY (1969)
 AO0595
 AO0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GDF)
 AO0595'THE STATION MARK WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION
 AO0595'THAT REFERENCE MARK 2 WAS FOUND ON THE SURFACE OUT OF THE
 AO0595'GROUND.
 AO0595'
 AO0595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--GEORGE WEST,
 AO0595'19 MILES SW OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6289 ***********************************************************************
 AW6289  DESIGNATION -  ANCON
 AW6289  PID         -  AW6289
 AW6289  STATE/COUNTY-  TX/HARRIS
 AW6289  USGS QUAD   -  HARMASTON (1982)
 AW6289
 AW6289                         *CURRENT SURVEY CONTROL
 AW6289  ___________________________________________________________________
 AW6289* NAD 83(1993)-  29 59 56.46628(N)    095 14 40.46923(W)     ADJUSTED  
 AW6289* NAVD 88     -        22.60   (+/-2cm)      74.1    (feet)  VERTCON   
 AW6289  ___________________________________________________________________
 AW6289  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AW6289  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW6289
 AW6289  HORZ ORDER  -  FIRST
 AW6289  VERT ORDER  -  THIRD ? (See Below)
 AW6289
 AW6289.The horizontal coordinates were established by classical geodetic methods
 AW6289.and adjusted by the National Geodetic Survey in February 1996..
 AW6289
 AW6289.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6289.The vertical order pertains to the NGVD 29 superseded value.
 AW6289
 AW6289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6289
 AW6289.The geoid height was determined by GEOID03.
 AW6289
 AW6289;                    North         East     Units Scale Factor Converg.
 AW6289;SPC TXSC     - 4,245,837.051   962,263.032   MT  0.99993023   +1 50 23.4
 AW6289;SPC TXSC     -13,929,883.72  3,157,024.63   sFT  0.99993023   +1 50 23.4
 AW6289;UTM  15      - 3,320,797.704   283,485.930   MT  1.00017840   -1 07 21.7
 AW6289
 AW6289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6289!SPC TXSC     -   1.00000077  x   0.99993023  =   0.99993100
 AW6289!UTM  15      -   1.00000077  x   1.00017840  =   1.00017917
 AW6289
 AW6289|---------------------------------------------------------------------|
 AW6289| PID    Reference Object                     Distance      Geod. Az  |
 AW6289|                                                           dddmmss.s |
 AW6289| CV5954 ANCON RM 1                           30.675 METERS 07855     |
 AW6289| CV5955 ANCON RM 2                           28.283 METERS 19203     |
 AW6289| CV5953 ANCON AZ MK                                        2412403.7 |
 AW6289|---------------------------------------------------------------------|
 AW6289
 AW6289                          SUPERSEDED SURVEY CONTROL
 AW6289
 AW6289  NAD 83(1986)-  29 59 56.48134(N)    095 14 40.45119(W) AD(       ) 1
 AW6289  NAD 27      -  29 59 55.68924(N)    095 14 39.69287(W) AD(       ) 1
 AW6289  NGVD 29 (07/19/86)   22.60   (m)           74.1    (f) LEVELING    3  
 AW6289
 AW6289.Superseded values are not recommended for survey control.
 AW6289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6289.See file dsdata.txt to determine how the superseded data were derived.
 AW6289
 AW6289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8348620798(NAD 83)
 AW6289_MARKER: DS = TRIANGULATION STATION DISK
 AW6289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6289_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6289
 AW6289  HISTORY     - Date     Condition        Report By
 AW6289  HISTORY     - 1968     MONUMENTED       CGS
 AW6289  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW6289  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 AW6289
 AW6289                          STATION DESCRIPTION
 AW6289
 AW6289'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6289'THE STATION IS LOCATED ABOUT 1 MILE EAST OF HUMBLE AND ON PROPERTY
 AW6289'OF THE ANCON OIL AND GAS COMPANY, ROOM 1000, BANK OF THE SOUTHWEST
 AW6289'BUILDING, HOUSTON, TEXAS.
 AW6289'
 AW6289'TO REACH THE STATION FROM THE POST OFFICE IN HUMBLE, GO EAST ON
 AW6289'HIGGENS STREET FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 AW6289'NORTH ON CHARLES STREET FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT
 AW6289'AND GO EAST ON FARM ROAD 1960 (FIRST STREET) FOR 0.8 MILE TO A SIDE
 AW6289'ROAD RIGHT (WILSON ROAD).  CONTINUE EAST ON FARM ROAD 1960 FOR 0.3
 AW6289'MILE TO THE STATION ON THE RIGHT.
 AW6289'
 AW6289'THE STATION MARK IS A STANDARD DISK STAMPED ANCON 1968, SET IN THE
 AW6289'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 8
 AW6289'INCHES ABOVE THE GROUND.  IT IS 76 FEET SOUTH OF THE CENTER OF FARM
 AW6289'ROAD 1960, 30 FEET NORTH OF THE NORTHWEST CORNER OF A POND, 29
 AW6289'FEET SOUTHEAST OF A T-FENCE POST AND A METAL WITNESS POST AND
 AW6289'20 FEET EAST OF A NORTH-SOUTH WIRE FENCE.
 AW6289'
 AW6289'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ANCON NO 1 1968, SET IN
 AW6289'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6289'GROUND.  IT IS 57 FEET SOUTH OF THE CENTER OF FARM ROAD 1960, 43
 AW6289'FEET WEST OF THE CENTER OF A DRIVEWAY, 27 FEET EAST-SOUTHEAST OF A
 AW6289'TELEPHONE POLE AND GAS METER, 1.7 FEET NORTH OF AN EAST-WEST WIRE
 AW6289'FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 AW6289'
 AW6289'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ANCON NO 2 1968, SET IN
 AW6289'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6289'4 INCHES ABOVE THE GROUND.  IT IS 29 FEET SOUTHWEST OF THE
 AW6289'SOUTHWEST CORNER OF THE POND, 2 FEET EAST OF THE NORTH-SOUTH WIRE
 AW6289'FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 AW6289'
 AW6289'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ANCON 1968, CEMENTED IN
 AW6289'A DRILL HOLE IN THE SOUTHWEST CORNER OF A BRIDGE ABUTMENT AND
 AW6289'PROJECTS 8 INCHES ABOVE THE ROAD SURFACE.  IT IS 47 FEET SOUTHEAST
 AW6289'OF POWER LINE POLE NO. 122 AND 12 FEET WEST OF THE CENTER OF
 AW6289'WILSON ROAD.
 AW6289'
 AW6289'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON WILSON ROAD
 AW6289'FOR 0.2 MILE TO A CONCRETE BRIDGE AND THE MARK.
 AW6289'
 AW6289'HEIGHT OF LIGHT ABOVE STATION MARK 38.3 METERS.
 AW6289
 AW6289                          STATION RECOVERY (2001)
 AW6289
 AW6289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6289'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW6289
 AW6289                          STATION RECOVERY (2004)
 AW6289
 AW6289'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2262 ***********************************************************************
 BL2262  DESIGNATION -  ANDERSON
 BL2262  PID         -  BL2262
 BL2262  STATE/COUNTY-  TX/GRIMES
 BL2262  USGS QUAD   -  ANDERSON (1961)
 BL2262
 BL2262                         *CURRENT SURVEY CONTROL
 BL2262  ___________________________________________________________________
 BL2262* NAD 83(1993)-  30 29 59.70231(N)    095 59 29.21931(W)     ADJUSTED  
 BL2262* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 BL2262  ___________________________________________________________________
 BL2262  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BL2262  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BL2262
 BL2262  HORZ ORDER  -  FIRST
 BL2262
 BL2262.The horizontal coordinates were established by classical geodetic methods
 BL2262.and adjusted by the National Geodetic Survey in February 1996..
 BL2262
 BL2262.The orthometric height was scaled from a topographic map.
 BL2262
 BL2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2262
 BL2262.The geoid height was determined by GEOID03.
 BL2262
 BL2262;                    North         East     Units Scale Factor Converg.
 BL2262;SPC TX C     - 3,100,503.437 1,116,677.263   MT  0.99991979   +2 14 10.8
 BL2262;SPC TX C     -10,172,235.03  3,663,631.99   sFT  0.99991979   +2 14 10.8
 BL2262;UTM  15      - 3,377,988.765   212,874.953   MT  1.00061716   -1 31 09.5
 BL2262;UTM  14      - 3,378,032.442   788,767.109   MT  1.00062883   +1 31 40.8
 BL2262
 BL2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2262!SPC TX C     -   0.99998475  x   0.99991979  =   0.99990454
 BL2262!UTM  15      -   0.99998475  x   1.00061716  =   1.00060190
 BL2262!UTM  14      -   0.99998475  x   1.00062883  =   1.00061357
 BL2262
 BL2262|---------------------------------------------------------------------|
 BL2262| PID    Reference Object                     Distance      Geod. Az  |
 BL2262|                                                           dddmmss.s |
 BL2262| CV8016 ANDERSON RM 1                        29.992 METERS 14834     |
 BL2262| BL2261 ANDERSON INTST PUB SERV CO TK       APPROX. 1.4 KM 1573551.1 |
 BL2262| BL2260 ANDERSON GRIMES CO CTHSE CUP        APPROX. 1.3 KM 1602451.6 |
 BL2262| CV8015 ANDERSON AZ MK                                     1675108.9 |
 BL2262| BL2264 ANDERSON ST STANISLAUS CATH CH      APPROX. 1.9 KM 1855037.7 |
 BL2262| BM0967 GALVESTON WACO AIRWAY BCN 10        APPROX.12.1 KM 2065933.9 |
 BL2262| CV8017 ANDERSON RM 2                        29.282 METERS 25111     |
 BL2262|---------------------------------------------------------------------|
 BL2262
 BL2262                          SUPERSEDED SURVEY CONTROL
 BL2262
 BL2262  NAD 83(1986)-  30 29 59.71612(N)    095 59 29.20199(W) AD(       ) 1
 BL2262  NAD 27      -  30 29 58.98800(N)    095 59 28.36600(W) AD(       ) 1
 BL2262
 BL2262.Superseded values are not recommended for survey control.
 BL2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2262.See file dsdata.txt to determine how the superseded data were derived.
 BL2262
 BL2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1287577989(NAD 83)
 BL2262_MARKER: DS = TRIANGULATION STATION DISK
 BL2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2262
 BL2262  HISTORY     - Date     Condition        Report By
 BL2262  HISTORY     - 1935     MONUMENTED       CGS
 BL2262  HISTORY     - 1937     GOOD             TXHD
 BL2262  HISTORY     - 19940820 GOOD             USPSQD
 BL2262  HISTORY     - 19991107 GOOD             USPSQD
 BL2262
 BL2262                          STATION DESCRIPTION
 BL2262
 BL2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2262'STATION IS ABOUT 0.9 MILE N OF ANDERSON, ON PROPERTY OWNED
 BL2262'AND OCCUPIED BY T.P. BUFFINGTON, AND IS IN A SMALL RECTANGULAR
 BL2262'AREA FORMED BY SETBACKS IN THE HIGHWAY RIGHT-OF-WAY FENCE
 BL2262'AND A FENCE ALONG A PRIVATE ROAD, 68 FEET W OF THE CENTER
 BL2262'LINE OF THE PAVEMENT OF TEXAS HIGHWAY 90, AT THE SUMMIT OF
 BL2262'THE HIGHWAY GRADE, 30 FEET S OF THE CENTER LINE OF THE PRIVATE
 BL2262'ROAD LEADING W TO MR. BUFFINGTONS HOUSE, 12 FEET N OF A FENCE
 BL2262'AND 16 FEET W OF THE HIGHWAY RIGHT-OF-WAY FENCE.  THE MARK
 BL2262'PROJECTS 8 INCHES.
 BL2262'
 BL2262'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2262'BRONZE DISKS SET IN CONCRETE.
 BL2262'
 BL2262'REFERENCE MARK NO. 1 IS S-SE OF THE STATION, 50 FEET W OF THE
 BL2262'CENTER LINE OF THE PAVEMENT OF HIGHWAY 90, 1 FOOT E OF THE
 BL2262'RIGHT-OF-WAY FENCE AND 84 FEET S OF FENCE CORNER, AND PROJECTS
 BL2262'4 INCHES.  REFERENCE MARK NO. 2 IS W OF THE STATION, 26 FEET
 BL2262'S OF THE CENTER LINE OF THE PRIVATE ROAD, 0.5 FOOT S OF THE
 BL2262'FENCE, AND 10 FEET E OF A GROUP OF SEVERAL HEDGE TREES, AND
 BL2262'PROJECTS 6 INCHES.
 BL2262'
 BL2262'AZIMUTH MARK IS S OF THE STATION IN THE YARD OF THE ANDERSON
 BL2262'GRADE SCHOOL, 27.5 FEET N-NW OF THE NW CORNER OF THE SCHOOL
 BL2262'BUILDING, AND 32.5 FEET S-SE OF A DOUBLE 10-INCH LOCUST
 BL2262'TREE, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BL2262'
 BL2262'TO REACH FROM THE COURTHOUSE IN ANDERSON GO N ON TEXAS HIGHWAY
 BL2262'90 FOR 0.9 MILE TO THE STATION AT THE SUMMIT OF THE GRADE.
 BL2262'
 BL2262'A 64-FOOT TOWER WAS USED.
 BL2262'
 BL2262'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 BL2262
 BL2262                          STATION RECOVERY (1937)
 BL2262
 BL2262'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2262'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BL2262'AZIMUTH MARK NOT VISITED.
 BL2262
 BL2262                          STATION RECOVERY (1994)
 BL2262
 BL2262'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2262'RECOVERED IN GOOD CONDITION.
 BL2262
 BL2262                          STATION RECOVERY (1999)
 BL2262
 BL2262'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2260 ***********************************************************************
 BL2260  DESIGNATION -  ANDERSON GRIMES CO CTHSE CUP
 BL2260  PID         -  BL2260
 BL2260  STATE/COUNTY-  TX/GRIMES
 BL2260  USGS QUAD   -  ANDERSON (1961)
 BL2260
 BL2260                         *CURRENT SURVEY CONTROL
 BL2260  ___________________________________________________________________
 BL2260* NAD 83(1993)-  30 29 19.66201(N)    095 59 12.76936(W)     ADJUSTED  
 BL2260* NAVD 88     -                                                        
 BL2260  ___________________________________________________________________
 BL2260  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BL2260  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BL2260
 BL2260  HORZ ORDER  -  THIRD
 BL2260
 BL2260.The horizontal coordinates were established by classical geodetic methods
 BL2260.and adjusted by the National Geodetic Survey in February 1996..
 BL2260
 BL2260
 BL2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2260
 BL2260.The geoid height was determined by GEOID03.
 BL2260
 BL2260;                    North         East     Units Scale Factor Converg.
 BL2260;SPC TX C     - 3,099,288.573 1,117,163.715   MT  0.99992149   +2 14 19.2
 BL2260;SPC TX C     -10,168,249.26  3,665,227.95   sFT  0.99992149   +2 14 19.2
 BL2260;UTM  15      - 3,376,743.783   213,281.073   MT  1.00061428   -1 30 59.4
 BL2260;UTM  14      - 3,376,810.788   789,238.835   MT  1.00063219   +1 31 47.4
 BL2260
 BL2260                          SUPERSEDED SURVEY CONTROL
 BL2260
 BL2260  NAD 83(1986)-  30 29 19.67586(N)    095 59 12.75207(W) AD(       ) 4
 BL2260  NAD 27      -  30 29 18.94700(N)    095 59 11.91700(W) AD(       ) 3
 BL2260
 BL2260.Superseded values are not recommended for survey control.
 BL2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2260.See file dsdata.txt to determine how the superseded data were derived.
 BL2260
 BL2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1328176744(NAD 83)
 BL2260_MARKER: 86 = CUPOLA
 BL2260
 BL2260  HISTORY     - Date     Condition        Report By
 BL2260  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2260  HISTORY     - 1943     GOOD             CGS
 BL2260  HISTORY     - 1967     GOOD             CGS
 BL2260  HISTORY     - 19940820 GOOD             USPSQD
 BL2260  HISTORY     - 19991107 GOOD             USPSQD
 BL2260
 BL2260                          STATION DESCRIPTION
 BL2260
 BL2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2260'THIS STATION IS THE BASE OF THE FINIAL ON THE CUPOLA OF THE
 BL2260'GRIMES COUNTY COURTHOUSE.  THE COURTHOUSE IS A RED BRICK
 BL2260'BUILDING WITH WHITE STONE BUTTRESS CORNERS.  THERE IS A
 BL2260'PLAIN SQUARE CUPOLA AT THE CENTER OF THE ROOF.  THE CUPOLA
 BL2260'HAS AN ORNAMENTAL FINIAL AND A LIGHT SUSPENDED OVER FINIAL.
 BL2260'THERE ARE NO WINDOWS IN THE CUPOLA.  THE WALLS ARE SHINGLE AND
 BL2260'THE ROOF SHEET METAL.  THE TOP OF THE CUPOLA IS ABOUT 100
 BL2260'FEET ABOVE THE GROUND AND IS VERY PROMINENT.  THE
 BL2260'BUILDING WAS ERECTED IN 1917.  THERE IS A U.S. GEOLOGICAL
 BL2260'SURVEY BENCH MARK ON THE S WALL OF THE BUILDING ON THE W
 BL2260'SIDE OF THE MAIN ENTRANCE.
 BL2260'
 BL2260'THE COURTHOUSE IS IN A CIRCLE AT THE CENTER OF THE INTERSECTION
 BL2260'OF THE MAIN STREET OF TOWN (HIGHWAY TEXAS 90) AND AN E-W
 BL2260'CROSS STREET.
 BL2260
 BL2260                          STATION RECOVERY (1943)
 BL2260
 BL2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 BL2260'COURTHOUSE STANDS AS DESCRIBED.
 BL2260
 BL2260                          STATION RECOVERY (1967)
 BL2260
 BL2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL2260'THIS STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN 1935.
 BL2260
 BL2260                          STATION RECOVERY (1994)
 BL2260
 BL2260'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2260'RECOVERED IN GOOD CONDITION.
 BL2260
 BL2260                          STATION RECOVERY (1999)
 BL2260
 BL2260'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2261 ***********************************************************************
 BL2261  DESIGNATION -  ANDERSON INTST PUB SERV CO TK
 BL2261  PID         -  BL2261
 BL2261  STATE/COUNTY-  TX/GRIMES
 BL2261  USGS QUAD   -  ANDERSON (1961)
 BL2261
 BL2261                         *CURRENT SURVEY CONTROL
 BL2261  ___________________________________________________________________
 BL2261* NAD 83(1993)-  30 29 16.52985(N)    095 59 08.67033(W)     ADJUSTED  
 BL2261* NAVD 88     -                                                        
 BL2261  ___________________________________________________________________
 BL2261  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BL2261  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BL2261
 BL2261  HORZ ORDER  -  THIRD
 BL2261
 BL2261.The horizontal coordinates were established by classical geodetic methods
 BL2261.and adjusted by the National Geodetic Survey in February 1996..
 BL2261
 BL2261
 BL2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2261
 BL2261.The geoid height was determined by GEOID03.
 BL2261
 BL2261;                    North         East     Units Scale Factor Converg.
 BL2261;SPC TX C     - 3,099,196.471 1,117,276.711   MT  0.99992163   +2 14 21.4
 BL2261;SPC TX C     -10,167,947.09  3,665,598.68   sFT  0.99992163   +2 14 21.4
 BL2261;UTM  15      - 3,376,644.409   213,387.867   MT  1.00061353   -1 30 57.1
 BL2261;UTM  14      - 3,376,717.229   789,350.761   MT  1.00063299   +1 31 49.3
 BL2261
 BL2261                          SUPERSEDED SURVEY CONTROL
 BL2261
 BL2261  NAD 83(1986)-  30 29 16.54374(N)    095 59 08.65307(W) AD(       ) 4
 BL2261  NAD 27      -  30 29 15.81900(N)    095 59 07.81900(W) AD(       ) 3
 BL2261
 BL2261.Superseded values are not recommended for survey control.
 BL2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2261.See file dsdata.txt to determine how the superseded data were derived.
 BL2261
 BL2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1338876644(NAD 83)
 BL2261_MARKER: 53 = ELEVATED TANK
 BL2261
 BL2261  HISTORY     - Date     Condition        Report By
 BL2261  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2261  HISTORY     - 1967     GOOD             CGS
 BL2261  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL2261  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BL2261
 BL2261                          STATION DESCRIPTION
 BL2261
 BL2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2261'THIS STATION IS THE CENTER OF THE WATER TANK OF THE INTERSTATE
 BL2261'PUBLIC SERVICE COMPANY, AND IS A SMALL, SQUAT, STEEL TANK
 BL2261'WITH ROUND BOTTOM AND CONICAL TOP.  IT IS SUPPORTED BY THREE
 BL2261'LEGS.  THE ENTIRE STRUCTURE IS PAINTED SILVER.  IT IS ABOUT
 BL2261'85 FEET HIGH AND IS NOT VERY PROMINENT.  THE DATE OF ERECTION
 BL2261'IS UNKNOWN BUT WAS ABOUT 1910.
 BL2261'
 BL2261'THE TANK IS ABOUT 35 FEET W OF THE CENTER LINE OF THE FIRST
 BL2261'STREET E OF THE MAIN STREET OF TOWN (HIGHWAY TEXAS 90), AND IS
 BL2261'ABOUT 100 FEET N OF THE STREET WHICH IS THE EXTENSION EASTWARD
 BL2261'OF TEXAS 90 WHERE IT TURNS N ON THE MAIN STREET.  IT IS
 BL2261'ONE BLOCK E AND ONE BLOCK S OF THE COURTHOUSE.
 BL2261
 BL2261                          STATION RECOVERY (1967)
 BL2261
 BL2261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL2261'THIS STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN 1935.
 BL2261
 BL2261                          STATION RECOVERY (1994)
 BL2261
 BL2261'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2261'MARK NOT FOUND.
 BL2261
 BL2261                          STATION RECOVERY (1999)
 BL2261
 BL2261'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2264 ***********************************************************************
 BL2264  DESIGNATION -  ANDERSON ST STANISLAUS CATH CH
 BL2264  PID         -  BL2264
 BL2264  STATE/COUNTY-  TX/GRIMES
 BL2264  USGS QUAD   -  ANDERSON (1961)
 BL2264
 BL2264                         *CURRENT SURVEY CONTROL
 BL2264  ___________________________________________________________________
 BL2264* NAD 83(1993)-  30 28 59.30301(N)    095 59 36.35688(W)     ADJUSTED  
 BL2264* NAVD 88     -                                                        
 BL2264  ___________________________________________________________________
 BL2264  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BL2264  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BL2264
 BL2264  HORZ ORDER  -  THIRD
 BL2264
 BL2264.The horizontal coordinates were established by classical geodetic methods
 BL2264.and adjusted by the National Geodetic Survey in February 1996..
 BL2264
 BL2264
 BL2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2264
 BL2264.The geoid height was determined by GEOID03.
 BL2264
 BL2264;                    North         East     Units Scale Factor Converg.
 BL2264;SPC TX C     - 3,098,637.599 1,116,559.630   MT  0.99992237   +2 14 07.1
 BL2264;SPC TX C     -10,166,113.52  3,663,246.05   sFT  0.99992237   +2 14 07.1
 BL2264;UTM  15      - 3,376,133.344   212,635.203   MT  1.00061886   -1 31 10.4
 BL2264;UTM  14      - 3,376,166.883   788,626.307   MT  1.00062783   +1 31 34.5
 BL2264
 BL2264                          SUPERSEDED SURVEY CONTROL
 BL2264
 BL2264  NAD 83(1986)-  30 28 59.31698(N)    095 59 36.33958(W) AD(       ) 4
 BL2264  NAD 27      -  30 28 58.58800(N)    095 59 35.50400(W) AD(       ) 3
 BL2264
 BL2264.Superseded values are not recommended for survey control.
 BL2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2264.See file dsdata.txt to determine how the superseded data were derived.
 BL2264
 BL2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1263576133(NAD 83)
 BL2264_MARKER: 90 = CHURCH SPIRE
 BL2264
 BL2264  HISTORY     - Date     Condition        Report By
 BL2264  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2264  HISTORY     - 19940820 GOOD             USPSQD
 BL2264  HISTORY     - 19991107 GOOD             USPSQD
 BL2264
 BL2264                          STATION DESCRIPTION
 BL2264
 BL2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2264'THIS STATION IS THE BASE OF THE CROSS AT THE TIP OF THE
 BL2264'SPIRE ON THE ST. STANISLAUS POLISH CATHOLIC CHURCH.  THE
 BL2264'CHURCH IS A BLUFF-COLORED BRICK BUILDING WITH A SQUARE BRICK
 BL2264'TOWER AT THE FRONT CENTER OVER ENTRANCE.  THE UPPER PART
 BL2264'OF THE TOWER IS A BELFRY WITH A LOUVERED WINDOW ON THREE SIDES.
 BL2264'THE WALLS OF THE TOWER RISE ABOVE THE TOP IN TRIANGULAR SHAPE
 BL2264'AND HAS A SMALL CROSS AT THE APEX OF THE TRIANGLE.  AN
 BL2264'OCTAGONAL GRAY SLATE SPIRE WITH ROUND BUTTRESS CORNERS
 BL2264'SURMOUNTS TOWER.  THERE IS A GOLD BALL AND CROSS AT THE TIP
 BL2264'OF THE SPIRE.  IT IS ABOUT 110 FEET HIGH AND IS VERY
 BL2264'PROMINENT.  THE BUILDING WAS ERECTED IN 1917.
 BL2264'
 BL2264'THE CHURCH IS IN THE SOUTHWESTERN PART OF ANDERSON AND ABOUT
 BL2264'250 FEET S OF (HIGHWAY TEXAS 90).
 BL2264'
 BL2264'THERE IS A SMALL SPIRE ON ANOTHER CHURCH ABOUT 300 FEET NE OF
 BL2264'THIS STATION.
 BL2264
 BL2264                          STATION RECOVERY (1994)
 BL2264
 BL2264'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2264'RECOVERED IN GOOD CONDITION.
 BL2264
 BL2264                          STATION RECOVERY (1999)
 BL2264
 BL2264'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0599 ***********************************************************************
 CR0599  DESIGNATION -  ANDING
 CR0599  PID         -  CR0599
 CR0599  STATE/COUNTY-  TX/HENDERSON
 CR0599  USGS QUAD   -  CROSS ROADS (1984)
 CR0599
 CR0599                         *CURRENT SURVEY CONTROL
 CR0599  ___________________________________________________________________
 CR0599* NAD 83(1993)-  32 04 55.59583(N)    095 56 04.81361(W)     ADJUSTED  
 CR0599* NAVD 88     -       167.184  (meters)     548.50   (feet)  ADJUSTED  
 CR0599  ___________________________________________________________________
 CR0599  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CR0599  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0599  DYNAMIC HT  -         166.989 (meters)     547.86  (feet)  COMP
 CR0599  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 CR0599
 CR0599  HORZ ORDER  -  SECOND
 CR0599  VERT ORDER  -  SECOND    CLASS 0
 CR0599
 CR0599.The horizontal coordinates were established by classical geodetic methods
 CR0599.and adjusted by the National Geodetic Survey in February 1996..
 CR0599
 CR0599.The orthometric height was determined by differential leveling
 CR0599.and adjusted by the National Geodetic Survey in June 1991..
 CR0599
 CR0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0599
 CR0599.The geoid height was determined by GEOID03.
 CR0599
 CR0599.The dynamic height is computed by dividing the NAVD 88
 CR0599.geopotential number by the normal gravity value computed on the
 CR0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0599.degrees latitude (g = 980.6199 gals.).
 CR0599
 CR0599.The modeled gravity was interpolated from observed gravity values.
 CR0599
 CR0599;                    North         East     Units Scale Factor Converg.
 CR0599;SPC TXNC     - 2,049,027.070   842,169.236   MT  1.00001458   +1 23 56.8
 CR0599;SPC TXNC     - 6,722,516.31  2,763,016.90   sFT  1.00001458   +1 23 56.8
 CR0599;SPC TX C     - 3,275,992.282 1,115,189.112   MT  1.00005945   +2 15 56.1
 CR0599;SPC TX C     -10,747,984.68  3,658,749.61   sFT  1.00005945   +2 15 56.1
 CR0599;UTM  15      - 3,553,306.889   222,998.830   MT  1.00054637   -1 33 34.9
 CR0599;UTM  14      - 3,553,650.324   789,339.032   MT  1.00063257   +1 37 45.2
 CR0599
 CR0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0599!SPC TXNC     -   0.99997777  x   1.00001458  =   0.99999235
 CR0599!SPC TX C     -   0.99997777  x   1.00005945  =   1.00003722
 CR0599!UTM  15      -   0.99997777  x   1.00054637  =   1.00052413
 CR0599!UTM  14      -   0.99997777  x   1.00063257  =   1.00061033
 CR0599
 CR0599|---------------------------------------------------------------------|
 CR0599| PID    Reference Object                     Distance      Geod. Az  |
 CR0599|                                                           dddmmss.s |
 CR0599| CR0598 ANDING RM 1                          40.593 METERS 08121     |
 CR0599| CR0600 ANDING RM 2                          44.668 METERS 17825     |
 CR0599| CR0601 ANDING AZ MK                                       2185306.0 |
 CR0599|---------------------------------------------------------------------|
 CR0599
 CR0599                          SUPERSEDED SURVEY CONTROL
 CR0599
 CR0599  NAD 83(1986)-  32 04 55.60399(N)    095 56 04.79704(W) AD(       ) 2
 CR0599  NAD 27      -  32 04 55.04200(N)    095 56 03.91800(W) AD(       ) 2
 CR0599  NGVD 29 (??/??/92)  167.185  (m)          548.51   (f) ADJ UNCH    2 0
 CR0599
 CR0599.Superseded values are not recommended for survey control.
 CR0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0599.See file dsdata.txt to determine how the superseded data were derived.
 CR0599
 CR0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR2299953307(NAD 83)
 CR0599_MARKER: DS = TRIANGULATION STATION DISK
 CR0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0599_STAMPING: ANDING 1947
 CR0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0599+STABILITY: SURFACE MOTION
 CR0599
 CR0599  HISTORY     - Date     Condition        Report By
 CR0599  HISTORY     - 1947     MONUMENTED       CGS
 CR0599  HISTORY     - 1947     GOOD             CGS
 CR0599  HISTORY     - 19771206 GOOD             USGS
 CR0599
 CR0599                          STATION DESCRIPTION
 CR0599
 CR0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CR0599'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF ATHENS,
 CR0599'7.5 MILES SOUTHEAST OF MALAKOFF AND 3 MILES NORTHEAST OF CROSS
 CR0599'ROADS, ON THE RIGHT-OF-WAY OF FARM HIGHWAY 59.  IT IS 58 FEET
 CR0599'NORTH OF THE CENTER OF THE HIGHWAY, 16 FEET SOUTH OF AN EAST-WEST
 CR0599'FENCE LINE AND 5 FEET SOUTHEAST OF A 4-INCH SQUARE WHITE
 CR0599'WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS ON HIGH BANK ABOUT
 CR0599'10 FEET ABOVE THE ROAD BED.  IT IS STAMPED ANDING 1947 AND
 CR0599'PROJECTS 6 INCHES.
 CR0599'
 CR0599'REFERENCE MARK NO. 1 IS ABOUT 8 FEET LOWER THAN THE STATION.
 CR0599'IT IS 34 FEET SOUTH OF THE CENTER OF FARM HIGHWAY 59 AND 20
 CR0599'FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED ANDING
 CR0599'NO 1 1947 AND PROJECTS 1 FOOT.
 CR0599'
 CR0599'REFERENCE MARK NO. 2 IS ABOUT 8 FEET LOWER THAN THE STATION.  IT
 CR0599'IS 38 FEET SOUTH OF THE CENTER OF FARM HIGHWAY 59 AND 16 FEET
 CR0599'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED ANDING NO 2
 CR0599'1947 AND PROJECTS 1 FOOT.
 CR0599'
 CR0599'AZIMUTH MARK IS ABOUT 40 YARDS NORTH OF A FARM HOUSE, 52 FEET
 CR0599'SOUTH OF THE CENTER OF FARM HIGHWAY 59, 1.5 FEET NORTH OF AN
 CR0599'EAST-WEST FENCE LINE, 8 FEET EAST OF THE EAST END OF THE
 CR0599'GATE LEADING INTO FARM HOUSE, AND 3 FEET EAST OF A 4-INCH
 CR0599'SQUARE WHITE WOODEN WITNESS POST PROJECTING 2.5 FEET.  IT IS
 CR0599'STAMPED ANDING 1947 AND PROJECTS 6 INCHES.
 CR0599'
 CR0599'TO REACH FROM THE JUNCTIONS OF FARM HIGHWAYS 59 AND 90 IN
 CR0599'CROSS ROADS, GO EAST ON FARM HIGHWAY 59 FOR 1.9 MILES TO THE
 CR0599'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE EAST ON
 CR0599'HIGHWAY FOR 1.0 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CR0599'
 CR0599'A 113 FOOT SIGNAL AT CROSS IS VISIBLE AT 37 FEET.
 CR0599'
 CR0599'AN 87 FOOT SIGNAL AT TICK IS VISIBLE AT 50 FEET.
 CR0599'
 CR0599'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 50 FEET.
 CR0599'
 CR0599'A 74 FOOT SIGNAL AT MIDWAY IS VISIBLE AT 37 FEET.
 CR0599'
 CR0599'AN 87 FOOT SIGNAL AT HOLLY IS VISIBLE AT 37 FEET.
 CR0599'
 CR0599'AN 87 FOOT SIGNAL AT COON IS VISIBLE AT 37 FEET.
 CR0599'
 CR0599'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CR0599
 CR0599                          STATION RECOVERY (1947)
 CR0599
 CR0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CR0599'2.8 MI NE FROM CROSS ROADS.
 CR0599'2.8 MILES NORTHEAST ALONG FARM HIGHWAY NO. 59 FROM THE CROSS ROADS
 CR0599'SCHOOL AT CROSS ROADS, 1.2 MILE SOUTHWEST OF A STORE AND SERVICE
 CR0599'STATION, AT THE TOP OF A PROMINENT HILL, 57.0 FEET NORTHWEST OF THE
 CR0599'CENTER OF THE HIGHWAY, 4.0 FEET SOUTHEAST OF A REFERENCE POST,
 CR0599'DIRECTLY ACROSS THE HIGHWAY FROM A 2-FOOT OAK TREE AND 0.1 MILE
 CR0599'NORTHEAST OF THE JUNCTION OF A PRIVATE ROAD LEADING NORTHWEST INTO THE
 CR0599'WOODS, 133.0 FEET WEST OF AND ACROSS THE HIGHWAY FROM REFERENCE MARK
 CR0599'ANDING NO 1, 146.6 FEET NORTH OF AND ACROSS THE HIGHWAY FROM REFERENCE
 CR0599'MARK ANDING NO 2, BRONZE TRIANGULATION STATION DISK SET IN A CONCRETE
 CR0599'POST ABOUT 8 FEET ABOVE THE HIGHWAY AND PROJECTING 0.2 FOOT.
 CR0599
 CR0599                          STATION RECOVERY (1977)
 CR0599
 CR0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0601 ***********************************************************************
 CR0601  DESIGNATION -  ANDING AZ MK
 CR0601  PID         -  CR0601
 CR0601  STATE/COUNTY-  TX/HENDERSON
 CR0601  USGS QUAD   -  CROSS ROADS (1984)
 CR0601
 CR0601                         *CURRENT SURVEY CONTROL
 CR0601  ___________________________________________________________________
 CR0601* NAD 83(1986)-  32 04 16.     (N)    095 56 44.     (W)     SCALED    
 CR0601* NAVD 88     -       125.164  (meters)     410.64   (feet)  ADJUSTED  
 CR0601  ___________________________________________________________________
 CR0601  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0601  DYNAMIC HT  -         125.018 (meters)     410.16  (feet)  COMP
 CR0601  MODELED GRAV-     979,469.1   (mgal)                       NAVD 88
 CR0601
 CR0601  VERT ORDER  -  SECOND    CLASS 0
 CR0601
 CR0601.The horizontal coordinates were scaled from a topographic map and have
 CR0601.an estimated accuracy of +/- 6 seconds.
 CR0601
 CR0601.The orthometric height was determined by differential leveling
 CR0601.and adjusted by the National Geodetic Survey in June 1991..
 CR0601
 CR0601.The geoid height was determined by GEOID03.
 CR0601
 CR0601.The dynamic height is computed by dividing the NAVD 88
 CR0601.geopotential number by the normal gravity value computed on the
 CR0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0601.degrees latitude (g = 980.6199 gals.).
 CR0601
 CR0601.The modeled gravity was interpolated from observed gravity values.
 CR0601
 CR0601;                    North         East    Units  Estimated Accuracy
 CR0601;SPC TXNC     - 2,047,780.      841,170.      MT  (+/- 180 meters Scaled)
 CR0601
 CR0601                          SUPERSEDED SURVEY CONTROL
 CR0601
 CR0601  NGVD 29 (??/??/92)  125.166  (m)          410.65   (f) ADJ UNCH    2 0
 CR0601
 CR0601.Superseded values are not recommended for survey control.
 CR0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0601.See file dsdata.txt to determine how the superseded data were derived.
 CR0601
 CR0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR219521(NAD 83)
 CR0601_MARKER: DZ = AZIMUTH MARK DISK
 CR0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0601_STAMPING: ANDING 1947
 CR0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0601+STABILITY: SURFACE MOTION
 CR0601
 CR0601  HISTORY     - Date     Condition        Report By
 CR0601  HISTORY     - 1947     MONUMENTED       CGS
 CR0601  HISTORY     - 19771206 GOOD             USGS
 CR0601
 CR0601                          STATION DESCRIPTION
 CR0601
 CR0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0601'1.8 MI NE FROM CROSS ROADS.
 CR0601'1.8 MILE NORTHEAST ALONG FARM HIGHWAY NO. 59 FROM THE CROSS ROADS
 CR0601'SCHOOL AT CROSS ROADS, 0.1 MILE SOUTHWEST OF A CONCRETE CULVERT UNDER
 CR0601'THE HIGHWAY, 194.0 FEET NORTHEAST OF A POWER LINE TRANSFORMER POLE
 CR0601'WHICH IS AT A POWER LINE JUNCTION, 53.0 FEET SOUTHEAST OF THE CENTER
 CR0601'OF THE HIGHWAY, 16.0 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 CR0601'LEADING SOUTHEAST TO A FARM HOUSE, 3.0 FEET NORTHEAST OF A REFERENCE
 CR0601'POST, 2.0 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, BRONZE
 CR0601'AZIMUTH MARK DISK SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS
 CR0601'THE HIGHWAY AND PROJECTING 0.4 FOOT.
 CR0601
 CR0601                          STATION RECOVERY (1977)
 CR0601
 CR0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5424 ***********************************************************************
 AW5424  PACS        -  This is a Primary Airport Control Station.
 AW5424  DESIGNATION -  ANDPORT
 AW5424  PID         -  AW5424
 AW5424  STATE/COUNTY-  TX/HARRIS
 AW5424  USGS QUAD   -  ALIEF (1995)
 AW5424
 AW5424                         *CURRENT SURVEY CONTROL
 AW5424  ___________________________________________________________________
 AW5424* NAD 83(1993)-  29 43 27.35559(N)    095 35 16.93687(W)     ADJUSTED  
 AW5424* NAVD 88     -        23.260  (meters)      76.31   (feet)  ADJUSTED  
 AW5424  ___________________________________________________________________
 AW5424  X           -    -539,796.215 (meters)                     COMP
 AW5424  Y           -  -5,517,127.775 (meters)                     COMP
 AW5424  Z           -   3,143,864.669 (meters)                     COMP
 AW5424  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW5424  ELLIP HEIGHT-          -4.33  (meters)          (10/24/00) GPS OBS
 AW5424  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW5424  DYNAMIC HT  -          23.228 (meters)      76.21  (feet)  COMP
 AW5424  MODELED GRAV-     979,277.3   (mgal)                       NAVD 88
 AW5424
 AW5424  HORZ ORDER  -  B
 AW5424  VERT ORDER  -  FIRST     CLASS II
 AW5424  ELLP ORDER  -  FOURTH    CLASS II
 AW5424
 AW5424.This mark is at Andrau Airpark (AAP)  (AAP)
 AW5424
 AW5424.The horizontal coordinates were established by GPS observations
 AW5424.and adjusted by the National Geodetic Survey in February 1996..
 AW5424
 AW5424.The orthometric height was determined by differential leveling
 AW5424.and adjusted by the National Geodetic Survey in June 1991..
 AW5424.WARNING-GPS observations at this control monument resulted in a GPS
 AW5424.derived orthometric height which differed from the leveled height by
 AW5424.more than one decimeter (0.1 meter).
 AW5424
 AW5424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5424
 AW5424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5424
 AW5424.The ellipsoidal height was determined by GPS observations
 AW5424.and is referenced to NAD 83.
 AW5424
 AW5424.The geoid height was determined by GEOID03.
 AW5424
 AW5424.The dynamic height is computed by dividing the NAVD 88
 AW5424.geopotential number by the normal gravity value computed on the
 AW5424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5424.degrees latitude (g = 980.6199 gals.).
 AW5424
 AW5424.The modeled gravity was interpolated from observed gravity values.
 AW5424
 AW5424;                    North         East     Units Scale Factor Converg.
 AW5424;SPC TXSC     - 4,214,381.202   930,029.431   MT  0.99988625   +1 40 17.6
 AW5424;SPC TXSC     -13,826,682.33  3,051,271.56   sFT  0.99988625   +1 40 17.6
 AW5424;UTM  15      - 3,291,036.944   249,658.978   MT  1.00037332   -1 17 02.0
 AW5424
 AW5424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5424!SPC TXSC     -   1.00000068  x   0.99988625  =   0.99988693
 AW5424!UTM  15      -   1.00000068  x   1.00037332  =   1.00037400
 AW5424
 AW5424:                Primary Azimuth Mark                     Grid Az
 AW5424:SPC TXSC     -  AAP A                                    106 23 20.1
 AW5424:UTM  15      -  AAP A                                    109 20 39.7
 AW5424
 AW5424|---------------------------------------------------------------------|
 AW5424| PID    Reference Object                     Distance      Geod. Az  |
 AW5424|                                                           dddmmss.s |
 AW5424| AC6305 AAP A                               493.050 METERS 1080337.7 |
 AW5424| AW5423 ANDPORT AZ MK                       APPROX. 0.9 KM 1730719.0 |
 AW5424|---------------------------------------------------------------------|
 AW5424
 AW5424                          SUPERSEDED SURVEY CONTROL
 AW5424
 AW5424  ELLIP H (02/20/96)   -4.18   (m)                       GP(       ) 3 2
 AW5424  NAD 83(1993)-  29 43 27.35537(N)    095 35 16.93668(W) AD(       ) 3
 AW5424  ELLIP H (02/16/96)   -4.12   (m)                       GP(       ) 5 1
 AW5424  ELLIP H (01/21/93)   -4.10   (m)                       GP(       ) 4 2
 AW5424  NAD 83(1986)-  29 43 27.36986(N)    095 35 16.91793(W) AD(       ) 3
 AW5424  NAD 83(1986)-  29 43 27.36964(N)    095 35 16.91819(W) AD(       ) 3
 AW5424  NAVD 88 (03/03/97)   23.26   (m)           76.3    (f) LEVELING    3  
 AW5424  NGVD 29 (12/23/87)   23.254  (m)           76.29   (f) ADJUSTED    1 2
 AW5424
 AW5424.Superseded values are not recommended for survey control.
 AW5424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5424.See file dsdata.txt to determine how the superseded data were derived.
 AW5424
 AW5424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4965991037(NAD 83)
 AW5424_MARKER: I = METAL ROD
 AW5424_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5424_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5424_STAMPING: ANDPORT 1986
 AW5424_MARK LOGO: NGS   
 AW5424_PROJECTION: RECESSED 2 CENTIMETERS
 AW5424_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5424+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1995
 AW5424_ROD/PIPE-DEPTH: 12   meters
 AW5424_SLEEVE-DEPTH  : 6 meters
 AW5424
 AW5424  HISTORY     - Date     Condition        Report By
 AW5424  HISTORY     - 1986     MONUMENTED       NGS
 AW5424  HISTORY     - 1987     GOOD             NGS
 AW5424  HISTORY     - 19931112 GOOD             USPSQD
 AW5424  HISTORY     - 19950516 GOOD             NGS
 AW5424  HISTORY     - 20000508 GOOD             TXDOT
 AW5424
 AW5424                          STATION DESCRIPTION
 AW5424
 AW5424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5424'4.1 KM (2.55 MI) NE FROM ALIEF.
 AW5424'2.4 KM (1.5 MI) NORTH ALONG OLD WESTHEIMER ROAD FROM THE JUNCTION OF
 AW5424'ALIEF-CLODINE ROAD IN ALIEF, THENCE 0.3 KM (0.2 MI) EAST ALONG
 AW5424'WESTHEIMER ROAD (FM ROAD 1093), THENCE 1.2 KM (0.7 MI) SOUTH ALONG THE
 AW5424'ANDRAU AIRPARK ENTRANCE ROAD, THENCE 0.08 KM (0.05 MI) WEST ALONG A
 AW5424'TAXIWAY, THENCE 0.16 KM (0.10 MI) SOUTH ALONG A TAXIWAY, 32.4 METERS
 AW5424'(106 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A PARKING APRON, 22.4
 AW5424'METERS (73.5 FT) SOUTH OF THE SOUTH EDGE OF A TAXIWAY, 4.9 METERS
 AW5424'(16.1 FT) EAST OF THE EAST EDGE OF A TAXIWAY, 4.8 METERS (15.7 FT)
 AW5424'NORTH OF THE NORTH EDGE OF A TAXIWAY.  NOTE--ACCESS TO DATUM POINT IS
 AW5424'HAD THROUGH A 5-INCH LOGO CAP.
 AW5424
 AW5424                          STATION RECOVERY (1987)
 AW5424
 AW5424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5424'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI)
 AW5424'WEST OF HOUSTON, 12.9 KM (8.0 MI) NORTH-NORTHEAST OF SUGARLAND, 4.8
 AW5424'KM (3.0 MI) SOUTHEAST OF ADDICKS AND AT THE ANDRAU AIRPORT ABOUT 70
 AW5424'METERS (230.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF TERMINAL
 AW5424'BUILDING.
 AW5424'OWNERSHIP--MRS H B HEWETT, C/O CHARLES CLEVELAND, AIRPORT MANAGER,
 AW5424'BOX 98, ALIEF TX 77411, PHONE 713-497-7140.
 AW5424'
 AW5424'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND FARM
 AW5424'ROAD 1093 (WESTHEIMER ROAD), ABOUT 3.2 KM (2.0 MI) SOUTH OF
 AW5424'ADDICKS, GO EAST ON FARM ROAD 1093 FOR 2.4 KM (1.5 MI) TO SYNOTT
 AW5424'ROAD ON THE RIGHT.  CONTINUE EAST ON WESTHEIMER ROAD FOR 2.7 KM
 AW5424'(1.65 MI) TO OLD WESTHEIMER ROAD ON THE RIGHT.  CONTINUE EAST FOR
 AW5424'0.3 KM (0.2 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 AW5424'AIRPORT ENTRANCE ROAD FOR 1.1 KM (0.7 MI) TO A PAVED ROAD ON THE
 AW5424'LEFT JUST BEFORE REACHING TERMINAL PARKING.  TURN LEFT FOR 0.1 KM
 AW5424'(0.05 MI), THEN RIGHT, PASSING BETWEEN HANGARS FOR 0.2 KM (0.15 MI)
 AW5424'TO A TAXIWAY.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE
 AW5424'SOUTHWEST AND SOUTH ON A DIRT ROAD FOR 0.8 KM (0.5 MI) TO THE MARK
 AW5424'ON THE NORTH EDGE OF HOLDING APRON).  TURN RIGHT ON THE TAXIWAY
 AW5424'THAT PARALLELS THE SOUTH SIDE OF THE PARKING APRON FOR 0.1 KM (0.05
 AW5424'MI) TO THE STATION ON THE RIGHT.
 AW5424'
 AW5424'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5424'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW5424'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5424'LOGO CAP STAMPED---ANDPORT 1986---, THE ROD IS RECESSED 2 CM BELOW
 AW5424'THE GROUND SURFACE.  LOCATED 32.4 METERS (106.3 FT) SOUTHWEST OF
 AW5424'THE SOUTHWEST CORNER OF THE PARKING APRON, 22.4 METERS (73.5 FT)
 AW5424'SOUTH OF THE SOUTH EDGE OF TAXIWAY, 4.9 METERS (16.1 FT) EAST OF
 AW5424'THE EAST EDGE OF A TAXIWAY AND 4.8 METERS (15.7 FT) NORTH OF THE
 AW5424'NORTHEAST EDGE OF A TAXIWAY.
 AW5424'
 AW5424'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 AW5424'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE 3 FEET LONG
 AW5424'FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A LOGO
 AW5424'CAP STAMPED---ANDPORT AZ MK 1986---, THE ROD IS RECESSED 4 CM BELOW
 AW5424'THE GROUND SURFACE.  LOCATED 39.5 METERS (129.6 FT) EAST OF THE
 AW5424'CENTERLINE OF THE RUNWAY, 24.5 METERS (80.4 FT) WEST OF THE CENTER
 AW5424'OF DIRT ROAD, 6.4 METERS (21.0 FT) NORTHWEST OF THE NORTHEAST
 AW5424'CORNER OF THE APRON AND 4.6 METERS ((15.1 FT) NORTH OF THE NORTH
 AW5424'EDGE OF THE APRON.
 AW5424'
 AW5424'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW5424'
 AW5424'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5424'
 AW5424'DESCRIBED BY B.L. LAMBERT.
 AW5424
 AW5424                          STATION RECOVERY (1993)
 AW5424
 AW5424'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5424'RECOVERED IN GOOD CONDITION.
 AW5424
 AW5424                          STATION RECOVERY (1995)
 AW5424
 AW5424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AW5424'RECOVERED AS DESCRIBED. NOTE  THIS IS A PAC STATION.
 AW5424
 AW5424                          STATION RECOVERY (2000)
 AW5424
 AW5424'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AW5424'THE ANDRAU AIRPARK HAS BEEN DESTROYED.  THE PROPERTY IS BEING TURNED
 AW5424'INTO A GATED COMMUNITY.  EXISTING, TO REACHES, ARE NO LONGER OF USE.
 AW5424'STATION MAY SURVIVE THE SUBDIVISION OF THE PROPERTY, BEING ABOUT 2 M
 AW5424'(6.6 FT) SOUTH OF THE SOUTH ROW LINE OF A STREET BEING CONSTRUCTED.
 AW5424'STATION WAS FOUND WITH THE ASSISTANCE OF MIKE NYBERG, SURVEY
 AW5424'COORDINATOR, OF G P SURVEYORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0883 ***********************************************************************
 CV0883  PACS        -  This is a Primary Airport Control Station.
 CV0883  DESIGNATION -  ANDPORT
 CV0883  PID         -  CV0883
 CV0883  STATE/COUNTY-  TX/ANDREWS
 CV0883  USGS QUAD   -  ANDREWS (1970)
 CV0883
 CV0883                         *CURRENT SURVEY CONTROL
 CV0883  ___________________________________________________________________
 CV0883* NAD 83(1993)-  32 19 42.35968(N)    102 31 49.06073(W)     ADJUSTED  
 CV0883* NAVD 88     -       963.73   (meters)    3161.8    (feet)  GPS OBS   
 CV0883  ___________________________________________________________________
 CV0883  X           -  -1,170,577.323 (meters)                     COMP
 CV0883  Y           -  -5,266,952.479 (meters)                     COMP
 CV0883  Z           -   3,391,764.567 (meters)                     COMP
 CV0883  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 CV0883  ELLIP HEIGHT-         940.26  (meters)          (10/24/00) GPS OBS
 CV0883  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CV0883
 CV0883  HORZ ORDER  -  B
 CV0883  ELLP ORDER  -  FOURTH    CLASS II
 CV0883
 CV0883.This mark is at Andrews Co (E11) Airport (E11)
 CV0883
 CV0883.The horizontal coordinates were established by GPS observations
 CV0883.and adjusted by the National Geodetic Survey in September 1996..
 CV0883
 CV0883.The orthometric height was determined by GPS observations and a
 CV0883.high-resolution geoid model.
 CV0883
 CV0883.GPS derived orthometric heights for airport stations designated as
 CV0883.PACS or SACS are published to 2 decimal places.  This maintains
 CV0883.centimeter relative accuracy between the PACS and SACS.  It does
 CV0883.not indicate centimeter accuracy relative to other marks which are
 CV0883.part of the NAVD 88 network.
 CV0883
 CV0883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CV0883
 CV0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0883
 CV0883.The ellipsoidal height was determined by GPS observations
 CV0883.and is referenced to NAD 83.
 CV0883
 CV0883.The geoid height was determined by GEOID03.
 CV0883
 CV0883;                    North         East     Units Scale Factor Converg.
 CV0883;SPC TXNC     - 2,080,662.316   220,639.995   MT  0.99995168   -2 11 53.2
 CV0883;SPC TXNC     - 6,826,306.28    723,883.05   sFT  0.99995168   -2 11 53.2
 CV0883;UTM  13      - 3,579,521.373   732,472.544   MT  1.00026650   +1 19 16.8
 CV0883
 CV0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0883!SPC TXNC     -   0.99985239  x   0.99995168  =   0.99980408
 CV0883!UTM  13      -   0.99985239  x   1.00026650  =   1.00011885
 CV0883
 CV0883:                Primary Azimuth Mark                     Grid Az
 CV0883:SPC TXNC     -  ANDPORT AZ MK                            166 49 47.3
 CV0883:UTM  13      -  ANDPORT AZ MK                            163 18 37.3
 CV0883
 CV0883|---------------------------------------------------------------------|
 CV0883| PID    Reference Object                     Distance      Geod. Az  |
 CV0883|                                                           dddmmss.s |
 CV0883| CV0884 ANDPORT AZ MK                       474.941 METERS 1643754.1 |
 CV0883| AD9206 E11 CL END RWY 2                    135.825 METERS 21431     |
 CV0883|---------------------------------------------------------------------|
 CV0883
 CV0883                          SUPERSEDED SURVEY CONTROL
 CV0883
 CV0883  ELLIP H (09/09/96)  940.25   (m)                       GP(       ) 1 2
 CV0883  NAD 83(1993)-  32 19 42.35595(N)    102 31 49.05790(W) AD(       ) 3
 CV0883  ELLIP H (02/16/96)  940.28   (m)                       GP(       ) 5 1
 CV0883  NAD 83(1993)-  32 19 42.35829(N)    102 31 49.05048(W) AD(       ) 3
 CV0883  ELLIP H (12/21/93)  939.97   (m)                       GP(       ) 4 1
 CV0883  NAD 83(1986)-  32 19 42.35662(N)    102 31 49.04812(W) AD(       ) 3
 CV0883  NAD 27      -  32 19 41.95943(N)    102 31 47.47611(W) AD(       ) 3
 CV0883  NGVD 29 (12/08/88)  963.3    (m)         3160.     (f) GPS OBS        
 CV0883
 CV0883.Superseded values are not recommended for survey control.
 CV0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0883.See file dsdata.txt to determine how the superseded data were derived.
 CV0883
 CV0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR3247379521(NAD 83)
 CV0883_MARKER: I = METAL ROD
 CV0883_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 CV0883_SP_SET: OBJECT DRIVEN INTO GROUND
 CV0883_MAGNETIC: I = MARKER IS A STEEL ROD
 CV0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0883+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 CV0883
 CV0883  HISTORY     - Date     Condition        Report By
 CV0883  HISTORY     - 1988     MONUMENTED       NGS
 CV0883  HISTORY     - 19941130 GOOD             NGS
 CV0883  HISTORY     - 20030801 GOOD             TXDOT
 CV0883
 CV0883                          STATION DESCRIPTION
 CV0883
 CV0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CV0883'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI)
 CV0883'EAST-NORTHEAST OF ANDREWS, 0.8 KM (0.5 MI) NORTH OF STATE HIGHWAYS
 CV0883'115 AND 176 AT THE ANDREWS COUNTY AIRPORT.  IT IS IN THE NORTH
 CV0883'CORNER OF A GRASS, DIAMOND SHAPED MEDIAN IN THE SOUTH ANGLE OF
 CV0883'JUNCTIONS OF RUNWAYS 2-20 AND 15-33.
 CV0883'OWNERSHIP--ANDREWS COUNTY, ANDREWS COUNTY COURTHOUSE, ANDREWS TX
 CV0883'79714.  AIRPORT MANAGER IS A.D. HARVICK, PHONE 915-523-2805.
 CV0883'
 CV0883'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 385 AND STATE
 CV0883'HIGHWAYS 115 AND 176 IN ANDREWS, GO EASTERLY ON STATE HIGHWAYS 115
 CV0883'AND 176 FOR 1.4 KM (0.85 MI) TO A ROAD LEFT ON THE WEST SIDE OF A
 CV0883'LARGE PARKING AREA FOR THE ANDREWS CIVIC CENTER.  BEAR LEFT AND GO
 CV0883'NORTHEAST FOR 0.1 KM (0.05 MI) TO A GATE ON THE LEFT JUST BEFORE
 CV0883'REACHING TERMINAL BUILDING.  TURN LEFT THROUGH GATE, THEN BEAR
 CV0883'RIGHT, NORTH, ACROSS APRON FOR 0.2 KM (0.1 MI) TO JUNCTION OF
 CV0883'TAXIWAYS.  BEAR RIGHT AND GO NORTHEAST ON TAXIWAY FOR 0.5 KM (0.3
 CV0883'MI) TO RUNWAY 15-33.  BEAR LEFT AND GO NORTHEAST ON GRASS FOR 0.1
 CV0883'KM (0.05 MI) TO THE STATION.
 CV0883'
 CV0883'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CV0883'THAT IS DRIVEN INTO THE GROUND 3.6 METERS AND INSIDE A 1-INCH PVC
 CV0883'PIPE THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN
 CV0883'A 5-INCH PVC PIPE WITH A LOGO CAP STAMPED---ANDPORT 1988---, THE
 CV0883'ROD IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 20.3 METERS
 CV0883'(66.5 FT) SOUTHEAST OF CENTER OF RUNWAY 2-20, 16.6 METERS (54.5 FT)
 CV0883'WEST-SOUTHWEST OF CENTER OF RUNWAY 15-33, 6.9 METERS (22.5 FT)
 CV0883'NORTHEAST OF A CONCRETE DUCT COVER, 5.2 METERS (17.0 FT) SOUTH OF
 CV0883'CURVED PAVEMENT EDGE AND 0.6 METER (2.0 FT) NORTH OF A FIBERGLASS
 CV0883'WITNESS POST.
 CV0883'
 CV0883'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 CV0883'ROD DRIVEN INTO THE GROUND 5.6 METERS AND INSIDE A 1-INCH PVC PIPE
 CV0883'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 CV0883'PVC PIPE WITH A LOGO CAP STAMPED---ANDPORT AZ MK 1988---, THE ROD
 CV0883'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 18.7 METERS
 CV0883'(61.5 FT) WEST-SOUTHWEST OF CENTER OF RUNWAY 15-33, 12.0 METERS
 CV0883'(39.5 FT) NORTHEAST OF RAMP CENTER, 3.5 METERS (11.5 FT) WEST OF
 CV0883'CURVED PAVEMENT EDGE AND 0.6 METER (2.0 FT) SOUTHWEST OF A
 CV0883'FIBERGLASS WITNESS POST.
 CV0883'
 CV0883'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CV0883'
 CV0883'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CV0883'
 CV0883'DESCRIBED BY D.A. BOWLING.
 CV0883
 CV0883                          STATION RECOVERY (1994)
 CV0883
 CV0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 CV0883'RECOVERED IN GOOD CONDITION.
 CV0883
 CV0883                          STATION RECOVERY (2003)
 CV0883
 CV0883'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5423 ***********************************************************************
 AW5423  SACS        -  This is a Secondary Airport Control Station.
 AW5423  DESIGNATION -  ANDPORT AZ MK
 AW5423  PID         -  AW5423
 AW5423  STATE/COUNTY-  TX/HARRIS
 AW5423  USGS QUAD   -  ALIEF (1995)
 AW5423
 AW5423                         *CURRENT SURVEY CONTROL
 AW5423  ___________________________________________________________________
 AW5423* NAD 83(1993)-  29 42 59.08838(N)    095 35 13.03069(W)     ADJUSTED  
 AW5423* NAVD 88     -        23.037  (meters)      75.58   (feet)  ADJUSTED  
 AW5423  ___________________________________________________________________
 AW5423  X           -    -539,733.724 (meters)                     COMP
 AW5423  Y           -  -5,517,567.261 (meters)                     COMP
 AW5423  Z           -   3,143,108.677 (meters)                     COMP
 AW5423  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AW5423  ELLIP HEIGHT-          -4.55  (meters)          (03/15/01) GPS OBS
 AW5423  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW5423  DYNAMIC HT  -          23.005 (meters)      75.48  (feet)  COMP
 AW5423  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 AW5423
 AW5423  HORZ ORDER  -  FIRST
 AW5423  VERT ORDER  -  FIRST     CLASS II
 AW5423  ELLP ORDER  -  FIFTH     CLASS I
 AW5423
 AW5423.This mark is at Andrau Airpark (AAP)  (AAP)
 AW5423
 AW5423.The horizontal coordinates were established by GPS observations
 AW5423.and adjusted by the National Geodetic Survey in March 1997..
 AW5423
 AW5423.The orthometric height was determined by differential leveling
 AW5423.and adjusted by the National Geodetic Survey in June 1991..
 AW5423
 AW5423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5423
 AW5423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5423
 AW5423.The ellipsoidal height was determined by GPS observations
 AW5423.and is referenced to NAD 83.
 AW5423
 AW5423.The geoid height was determined by GEOID03.
 AW5423
 AW5423.The dynamic height is computed by dividing the NAVD 88
 AW5423.geopotential number by the normal gravity value computed on the
 AW5423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5423.degrees latitude (g = 980.6199 gals.).
 AW5423
 AW5423.The modeled gravity was interpolated from observed gravity values.
 AW5423
 AW5423;                    North         East     Units Scale Factor Converg.
 AW5423;SPC TXSC     - 4,213,514.358   930,159.749   MT  0.99988533   +1 40 19.5
 AW5423;SPC TXSC     -13,823,838.36  3,051,699.11   sFT  0.99988533   +1 40 19.5
 AW5423;UTM  15      - 3,290,164.108   249,744.473   MT  1.00037280   -1 16 58.9
 AW5423
 AW5423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5423!SPC TXSC     -   1.00000071  x   0.99988533  =   0.99988604
 AW5423!UTM  15      -   1.00000071  x   1.00037280  =   1.00037351
 AW5423
 AW5423:                Primary Azimuth Mark                     Grid Az
 AW5423:SPC TXSC     -  ANDPORT                                  351 27 01.5
 AW5423:UTM  15      -  ANDPORT                                  354 24 19.9
 AW5423
 AW5423|---------------------------------------------------------------------|
 AW5423| PID    Reference Object                     Distance      Geod. Az  |
 AW5423|                                                           dddmmss.s |
 AW5423| AW5424 ANDPORT                             APPROX. 0.9 KM 3530721.0 |
 AW5423|---------------------------------------------------------------------|
 AW5423
 AW5423                          SUPERSEDED SURVEY CONTROL
 AW5423
 AW5423  ELLIP H (03/03/97)   -4.40   (m)                       GP(       ) 5 1
 AW5423  NAD 83(1993)-  29 42 59.08851(N)    095 35 13.03196(W) AD(       ) 3
 AW5423  ELLIP H (02/16/96)   -4.33   (m)                       GP(       ) 5 1
 AW5423  ELLIP H (01/21/93)   -4.32   (m)                       GP(       ) 4 2
 AW5423  NAD 83(1986)-  29 42 59.10301(N)    095 35 13.01330(W) AD(       ) 3
 AW5423  NAD 83(1986)-  29 42 59.10271(N)    095 35 13.01263(W) AD(       ) 3
 AW5423  NAVD 88 (03/03/97)   23.04   (m)           75.6    (f) LEVELING    3  
 AW5423  NGVD 29 (12/23/87)   23.031  (m)           75.56   (f) ADJUSTED    1 2
 AW5423
 AW5423.Superseded values are not recommended for survey control.
 AW5423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5423.See file dsdata.txt to determine how the superseded data were derived.
 AW5423
 AW5423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4974490164(NAD 83)
 AW5423_MARKER: I = METAL ROD
 AW5423_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5423_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5423_STAMPING: ANDPORT AZ MK 1986
 AW5423_MARK LOGO: NGS   
 AW5423_PROJECTION: RECESSED 4 CENTIMETERS
 AW5423_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5423+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1994
 AW5423_ROD/PIPE-DEPTH: 12   meters
 AW5423_SLEEVE-DEPTH  : 6 meters
 AW5423
 AW5423  HISTORY     - Date     Condition        Report By
 AW5423  HISTORY     - 1986     MONUMENTED       NGS
 AW5423  HISTORY     - 1987     GOOD             NGS
 AW5423  HISTORY     - 19930303 GOOD             NGS
 AW5423  HISTORY     - 19931112 GOOD             USPSQD
 AW5423  HISTORY     - 19941130 GOOD             NGS
 AW5423  HISTORY     - 20000508 GOOD             TXDOT
 AW5423
 AW5423                          STATION DESCRIPTION
 AW5423
 AW5423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5423'0.7 KM (0.45 MI) EAST FROM ALIEF.
 AW5423'0.55 KM (0.34 MI) EAST ALONG ALIEF-CLODINE ROAD FROM THE JUNCTION OF
 AW5423'OLD WESTHEIMER ROAD IN ALIEF, THENCE 0.12 KM (0.07 MI) NORTH ON FOOT
 AW5423'AND ACROSS THE SOUTHERN PACIFIC COMPANY RAILROAD TO THE SOUTH END OF
 AW5423'THE RUNWAY OF ANDRAU AIRPARK, 39.5 METERS (130 FT) EAST OF THE
 AW5423'CENTERLINE OF THE RUNWAY, 24.5 METERS (80.4 FT) WEST OF THE CENTER OF
 AW5423'A DIRT ROAD, 6.4 METERS (21.0 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 AW5423'A PAVED HOLDING APRON.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5423'5-INCH LOGO CAP.
 AW5423
 AW5423                          STATION RECOVERY (1987)
 AW5423
 AW5423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5423'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI)
 AW5423'WEST OF HOUSTON, 12.9 KM (8.0 MI) NORTH-NORTHEAST OF SUGARLAND, 4.8
 AW5423'KM (3.0 MI) SOUTHEAST OF ADDICKS AND AT THE ANDRAU AIRPORT NEAR THE
 AW5423'SOUTH END OF THE RUNWAY ON THE NORTH EDGE OF THE HOLDING APRON.
 AW5423'OWNERSHIP--MRS H B HEWETT, C/O CHARLES CLEVELAND, AIRPORT MANAGER,
 AW5423'BOX 98, ALIEF TX 77411, PHONE 713-497-7140.
 AW5423'
 AW5423'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND FARM
 AW5423'ROAD 1093 (WESTHEIMER ROAD), ABOUT 3.2 KM (2.0 MILE) SOUTH OF
 AW5423'ADDICKS, GO EAST ON FARM ROAD 1093 FOR 2.4 KM (1.5 MI) TO SYNOTT
 AW5423'ROAD ON THE RIGHT.  CONTINUE EAST ON WESTHEIMER ROAD FOR 2.7 KM
 AW5423'(1.65 MI) TO OLD WESTHEIMER ROAD ON THE RIGHT.  CONTINUE EAST FOR
 AW5423'0.3 KM (0.2 MI) TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 AW5423'AIRPORT ENTRANCE ROAD 1.1 KM (0.7 MI) TO A PAVED ROAD ON THE LEFT
 AW5423'JUST BEFORE REACHING TERMINAL PARKING.  TURN LEFT FOR 0.1 KM (0.05
 AW5423'MI), THEN RIGHT, PASSING BETWEEN HANGARS FOR 0.2 KM (0.15 MI) TO A
 AW5423'LIMESTONE/TURF RUNWAY.  CONTINUE SOUTHWEST AND SOUTH ON A DIRT ROAD
 AW5423'FOR 0.8 KM (0.5 MI) TO THE MARK ON THE NORTH SIDE OF THE HOLDING
 AW5423'APRON.
 AW5423'
 AW5423'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5423'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW5423'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5423'LOGO CAP STAMPED---ANDPORT AZ MK 1986---, THE ROD IS RECESSED 8 CM
 AW5423'BELOW THE GROUND SURFACE.  LOCATED 39.5 METERS (129.6 FT) EAST OF
 AW5423'THE CENTERLINE OF THE RUNWAY, 24.5 METERS (80.4 FT) WEST OF THE
 AW5423'CENTER THE DIRT ROAD, 6.4 METERS (21.0 FT) NORTHWEST OF THE
 AW5423'NORTHEAST CORNER OF THE APRON AND 4.6 METERS (15.1 FT) NORTH OF THE
 AW5423'NORTH EDGE OF THE APRON.
 AW5423'
 AW5423'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW5423'
 AW5423'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5423'
 AW5423'DESCRIBED BY B.L. LAMBERT.
 AW5423
 AW5423                          STATION RECOVERY (1993)
 AW5423
 AW5423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (MN)
 AW5423'CURRENT TO REACH DESCRIPTION OF 1987 (REP) IS ADEQUATE.
 AW5423
 AW5423                          STATION RECOVERY (1993)
 AW5423
 AW5423'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5423'RECOVERED IN GOOD CONDITION.
 AW5423
 AW5423                          STATION RECOVERY (1994)
 AW5423
 AW5423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW5423'RECOVERED AS DESCRIBED WITH ADDITIONAL COMMENTS.  LOCATED 1.0 FT (0.3
 AW5423'M) NORTH OF CARSONITE WITNESS POST.  MARK IS A SACS.
 AW5423
 AW5423                          STATION RECOVERY (2000)
 AW5423
 AW5423'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AW5423'ANDRAU AIRPARK HAS BEEN DESTROYED.  THE PROPERTY IS BEING TURNED INTO
 AW5423'A GATED COMMUNITY.  EXISTING, TO REACHES, ARE NO LONGER OF USE.
 AW5423'STATION WILL PROBABLY NOT SURVIVE THE SUBDIVISION OF THE PROPERTY,
 AW5423'BEING IN THE ROW OF A PLANNED AND STAKED STREET.  STATION WAS FOUND
 AW5423'WITH THE ASSISTANCE OF MIKE NYBERG, SURVEY COORDINATOR, OF GP
 AW5423'SURVEYORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0884 ***********************************************************************
 CV0884  SACS        -  This is a Secondary Airport Control Station.
 CV0884  DESIGNATION -  ANDPORT AZ MK
 CV0884  PID         -  CV0884
 CV0884  STATE/COUNTY-  TX/ANDREWS
 CV0884  USGS QUAD   -  ANDREWS (1970)
 CV0884
 CV0884                         *CURRENT SURVEY CONTROL
 CV0884  ___________________________________________________________________
 CV0884* NAD 83(1993)-  32 19 27.49257(N)    102 31 44.24831(W)     ADJUSTED  
 CV0884* NAVD 88     -       965.31   (meters)    3167.0    (feet)  GPS OBS   
 CV0884  ___________________________________________________________________
 CV0884  X           -  -1,170,507.858 (meters)                     COMP
 CV0884  Y           -  -5,267,220.177 (meters)                     COMP
 CV0884  Z           -   3,391,378.367 (meters)                     COMP
 CV0884  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 CV0884  ELLIP HEIGHT-         941.83  (meters)          (03/15/01) GPS OBS
 CV0884  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 CV0884
 CV0884  HORZ ORDER  -  FIRST
 CV0884  ELLP ORDER  -  FOURTH    CLASS II
 CV0884
 CV0884.This mark is at Andrews Co (E11) Airport (E11)
 CV0884
 CV0884.The horizontal coordinates were established by GPS observations
 CV0884.and adjusted by the National Geodetic Survey in July 1997..
 CV0884
 CV0884.The orthometric height was determined by GPS observations and a
 CV0884.high-resolution geoid model.
 CV0884
 CV0884.GPS derived orthometric heights for airport stations designated as
 CV0884.PACS or SACS are published to 2 decimal places.  This maintains
 CV0884.centimeter relative accuracy between the PACS and SACS.  It does
 CV0884.not indicate centimeter accuracy relative to other marks which are
 CV0884.part of the NAVD 88 network.
 CV0884
 CV0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CV0884
 CV0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0884
 CV0884.The ellipsoidal height was determined by GPS observations
 CV0884.and is referenced to NAD 83.
 CV0884
 CV0884.The geoid height was determined by GEOID03.
 CV0884
 CV0884;                    North         East     Units Scale Factor Converg.
 CV0884;SPC TXNC     - 2,080,199.889   220,748.202   MT  0.99995258   -2 11 50.5
 CV0884;SPC TXNC     - 6,824,789.14    724,238.06   sFT  0.99995258   -2 11 50.5
 CV0884;UTM  13      - 3,579,066.318   732,608.977   MT  1.00026728   +1 19 18.8
 CV0884
 CV0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0884!SPC TXNC     -   0.99985214  x   0.99995258  =   0.99980473
 CV0884!UTM  13      -   0.99985214  x   1.00026728  =   1.00011938
 CV0884
 CV0884:                Primary Azimuth Mark                     Grid Az
 CV0884:SPC TXNC     -  ANDPORT                                  346 49 47.1
 CV0884:UTM  13      -  ANDPORT                                  343 18 37.8
 CV0884
 CV0884|---------------------------------------------------------------------|
 CV0884| PID    Reference Object                     Distance      Geod. Az  |
 CV0884|                                                           dddmmss.s |
 CV0884| CV0883 ANDPORT                             474.941 METERS 3443756.6 |
 CV0884|---------------------------------------------------------------------|
 CV0884
 CV0884                          SUPERSEDED SURVEY CONTROL
 CV0884
 CV0884  ELLIP H (07/16/97)  941.82   (m)                       GP(       ) 4 2
 CV0884  NAD 83(1993)-  32 19 27.48894(N)    102 31 44.24558(W) AD(       ) 3
 CV0884  ELLIP H (02/16/96)  941.85   (m)                       GP(       ) 5 1
 CV0884  NAD 83(1993)-  32 19 27.49128(N)    102 31 44.23816(W) AD(       ) 3
 CV0884  ELLIP H (12/21/93)  941.54   (m)                       GP(       ) 4 1
 CV0884  NAD 83(1986)-  32 19 27.48960(N)    102 31 44.23580(W) AD(       ) 3
 CV0884  NAD 27      -  32 19 27.09200(N)    102 31 42.66402(W) AD(       ) 3
 CV0884  NGVD 29 (12/08/88)  964.9    (m)         3166.     (f) GPS OBS        
 CV0884
 CV0884.Superseded values are not recommended for survey control.
 CV0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0884.See file dsdata.txt to determine how the superseded data were derived.
 CV0884
 CV0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR3260979066(NAD 83)
 CV0884_MARKER: I = METAL ROD
 CV0884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CV0884_SP_SET: OBJECT DRIVEN INTO GROUND
 CV0884_STAMPING: ANDPORT AZ MK 1988
 CV0884_MARK LOGO: NGS   
 CV0884_MAGNETIC: I = MARKER IS A STEEL ROD
 CV0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0884+STABILITY: POSITION/ELEVATION WELL
 CV0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0884+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1995
 CV0884
 CV0884  HISTORY     - Date     Condition        Report By
 CV0884  HISTORY     - 1988     MONUMENTED       NGS
 CV0884  HISTORY     - 19950516 GOOD             NGS
 CV0884
 CV0884                          STATION DESCRIPTION
 CV0884
 CV0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CV0884'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI)
 CV0884'EAST-NORTHEAST OF ANDREWS, 0.8 KM (0.5 MI) NORTH OF STATE HIGHWAYS
 CV0884'115 AND 176 AND AT THE ANDREWS COUNTY AIRPORT.
 CV0884'OWNERSHIP--ANDREWS COUNTY, ANDREWS COUNTY COURTHOUSE, ANDREWS TX
 CV0884'79714.  AIRPORT MANAGER IS A.D. HARVICK, PHONE 915-523-2805.
 CV0884'
 CV0884'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 385 AND STATE
 CV0884'HIGHWAYS 115 AND 176 IN ANDREWS, GO EASTERLY ON STATE HIGHWAYS 115
 CV0884'AND 176 FOR 1.4 KM (0.85 MI) TO A ROAD LEFT ON THE WEST SIDE OF
 CV0884'LARGE PARKING AREA FOR THE ANDREWS CIVIC CENTER.  BEAR LEFT AND GO
 CV0884'NORTHEAST FOR 0.1 KM (0.05 MI) TO A GATE ON THE LEFT JUST BEFORE
 CV0884'REACHING TERMINAL BUILDING.  TURN LEFT THROUGH THE GATE AND THEN
 CV0884'BEAR RIGHT, NORTH, ACROSS APRON FOR 0.2 KM (0.1 MI) TO JUNCTION OF
 CV0884'TAXIWAYS.  BEAR RIGHT AND GO NORTHEAST ON TAXIWAY FOR 0.5 KM (0.3
 CV0884'MI) TO RUNWAY 15-33.  TURN RIGHT AND GO SOUTHWEST ALONG RUNWAY
 CV0884'15-33 FOR 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT JUST BEFORE
 CV0884'REACHING RAMP.
 CV0884'
 CV0884'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CV0884'DRIVEN INTO THE GROUND 5.6 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 CV0884'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 CV0884'PIPE WITH A LOGO CAP STAMPED---ANDPORT AZ MK 1988---, THE ROD IS
 CV0884'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 18.7 METERS (61.5
 CV0884'FT) WEST-SOUTHWEST OF THE CENTER OF RUNWAY 15-33, 12.0 METERS (39.5
 CV0884'FT) NORTHEAST OF RAMP CENTER, 3.5 METERS (11.5 FT) WEST OF CURVED
 CV0884'PAVEMENT EDGE AND 0.6 METER (2.0  T) SOUTHWEST OF A FIBERGLASS
 CV0884'WITNESS POST.
 CV0884'
 CV0884'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CV0884'
 CV0884'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CV0884'
 CV0884'DESCRIBED BY D.A. BOWLING.
 CV0884
 CV0884                          STATION RECOVERY (1995)
 CV0884
 CV0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CV0884'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) EAST-NORTHEAST OF
 CV0884'ANDREWS, AT THE ANDREWS COUNTY AIRPORT.  IN THE GRASS, NEAR THE
 CV0884'JUNCTION OF RUNWAY 15-33 AND THE SECOND TAXI NORTH OF THE SOUTH END OF
 CV0884'33, AT THE NORTHWEST CORNER.  OWNERSHIP--ANDREWS COUNTY, ANDREWS
 CV0884'COUNTY COURTHOUSE, ANDREWS, TX.  79714.  AIRPORT MANAGER BOB HULON,
 CV0884'PHONE 915-524-1447.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 CV0884'HIGHWAY 385 AND STATE HIGHWAYS 115 AND 176 IN ANDREWS, GO EASTERLY ON
 CV0884'HIGHWAYS 115 AND 176 1.4 KM (0.85 MI) TO A ROAD LEFT, ON THE WEST SIDE
 CV0884'OF A LARGE PARKING AREA FOR THE ANDREWS CIVIC CENTER.  BEAR LEFT,
 CV0884'NORTHEAST, 0.1 KM (0.05 MI) TO A GATE ON THE LEFT JUST BEFORE THE
 CV0884'OFFICE.  TURN LEFT THROUGH THE GATE, THEN BEAR RIGHT, NORTH, ACROSS
 CV0884'APRON 0.2 KM (0.10 MI) TO JUNCTION OF TAXIES.  BEAR RIGHT, NORTHEAST,
 CV0884'0.5 KM (0.30 MI) ON TAXI TO RUNWAY 15-33.  BEAR RIGHT, SOUTHEAST, 0.38
 CV0884'KM (0.25 MI) ALONG RUNWAY TO THE STATION ON THE LEFT, JUST BEFORE THE
 CV0884'TAXI.  STATION IS 18.2 M (59.7 FT) WEST-SOUTHWEST OF RUNWAY 15-33
 CV0884'CENTER, 12.0 M (39.4 FT) NORTHEAST OF THE TAXI CENTER, 0.5 M (1.6 FT)
 CV0884'SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 CV0884'TAXI.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CV0884'BY R.G.  HAYES.  THIS IS A SAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5425 ***********************************************************************
 AW5425  DESIGNATION -  ANDRAU
 AW5425  PID         -  AW5425
 AW5425  STATE/COUNTY-  TX/HARRIS
 AW5425  USGS QUAD   -  ALIEF (1995)
 AW5425
 AW5425                         *CURRENT SURVEY CONTROL
 AW5425  ___________________________________________________________________
 AW5425* NAD 83(1993)-  29 43 30.53879(N)    095 35 12.68822(W)     ADJUSTED  
 AW5425* NAVD 88     -        23.225  (meters)      76.20   (feet)  ADJUSTED  
 AW5425  ___________________________________________________________________
 AW5425  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW5425  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW5425  DYNAMIC HT  -          23.193 (meters)      76.09  (feet)  COMP
 AW5425  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 AW5425
 AW5425  HORZ ORDER  -  SECOND
 AW5425  VERT ORDER  -  FIRST     CLASS II
 AW5425
 AW5425.This mark is at Andrau Airpark (AAP)  (AAP)
 AW5425
 AW5425.The horizontal coordinates were established by classical geodetic methods
 AW5425.and adjusted by the National Geodetic Survey in February 1996..
 AW5425
 AW5425.The orthometric height was determined by differential leveling
 AW5425.and adjusted by the National Geodetic Survey in June 1991..
 AW5425
 AW5425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5425
 AW5425.The geoid height was determined by GEOID03.
 AW5425
 AW5425.The dynamic height is computed by dividing the NAVD 88
 AW5425.geopotential number by the normal gravity value computed on the
 AW5425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5425.degrees latitude (g = 980.6199 gals.).
 AW5425
 AW5425.The modeled gravity was interpolated from observed gravity values.
 AW5425
 AW5425;                    North         East     Units Scale Factor Converg.
 AW5425;SPC TXSC     - 4,214,482.495   930,140.694   MT  0.99988636   +1 40 19.7
 AW5425;SPC TXSC     -13,827,014.65  3,051,636.59   sFT  0.99988636   +1 40 19.7
 AW5425;UTM  15      - 3,291,132.411   249,775.373   MT  1.00037260   -1 17 00.0
 AW5425
 AW5425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5425!SPC TXSC     -   1.00000067  x   0.99988636  =   0.99988703
 AW5425!UTM  15      -   1.00000067  x   1.00037260  =   1.00037327
 AW5425
 AW5425|---------------------------------------------------------------------|
 AW5425| PID    Reference Object                     Distance      Geod. Az  |
 AW5425|                                                           dddmmss.s |
 AW5425| CV5957 ANDRAU RM 1                          42.378 METERS 08445     |
 AW5425| AW2261 LIESTMAN                            APPROX. 3.0 KM 2445744.3 |
 AW5425| AW6927 ANDRAU AIRFIELD BEACON                7.953 METERS 26904     |
 AW5425| CV5956 ANDRAU AZ MK                                       3073840.4 |
 AW5425| AW6917 BARKER TRUNKLINE GAS CO MAST        APPROX.15.5 KM 3134123.2 |
 AW5425| CV5958 ANDRAU RM 2                          15.334 METERS 32233     |
 AW5425|---------------------------------------------------------------------|
 AW5425
 AW5425                          SUPERSEDED SURVEY CONTROL
 AW5425
 AW5425  NAD 83(1986)-  29 43 30.55324(N)    095 35 12.67015(W) AD(       ) 2
 AW5425  NAD 27      -  29 43 29.72351(N)    095 35 11.87017(W) AD(       ) 2
 AW5425  NGVD 29 (12/23/87)   23.219  (m)           76.18   (f) ADJUSTED    1 2
 AW5425
 AW5425.Superseded values are not recommended for survey control.
 AW5425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5425.See file dsdata.txt to determine how the superseded data were derived.
 AW5425
 AW5425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4977591132(NAD 83)
 AW5425_MARKER: DS = TRIANGULATION STATION DISK
 AW5425_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW5425_SP_SET: CONCRETE DRAIN FOOTING
 AW5425_STAMPING: ANDRAU 1952
 AW5425_MARK LOGO: CGS   
 AW5425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5425+STABILITY: SURFACE MOTION
 AW5425
 AW5425  HISTORY     - Date     Condition        Report By
 AW5425  HISTORY     - 1952     MONUMENTED       CGS
 AW5425  HISTORY     - 1958     GOOD             HLPCO
 AW5425  HISTORY     - 1968     GOOD             CGS
 AW5425  HISTORY     - 1986     GOOD             NGS
 AW5425  HISTORY     - 19931112 GOOD             USPSQD
 AW5425  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 AW5425
 AW5425                          STATION DESCRIPTION
 AW5425
 AW5425'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW5425'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF ADDICKS
 AW5425'AND 1 MILE NORTHEAST OF THE SMALL VILLAGE OF ALIEF.  IT IS
 AW5425'ON THE ANDRAU AIRFIELD WHICH IS PRIVATELY OWNED BY DR. ANDRAU.
 AW5425'THE STATION IS 49 FEET SOUTH OF THE CENTER OF A GRAVELED
 AW5425'ROAD, 26 FEET EAST OF THE CENTER OF A BEACON TOWER AND 11
 AW5425'FEET SOUTHWEST OF A HIGHLINE POLE.  IT IS STAMPED ANDRAU
 AW5425'1952 AND IT IS SET FLUSH WITH THE GROUND.
 AW5425'
 AW5425'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF THE CENTER OF A GRAVELED
 AW5425'ROAD AND 1 FOOT WEST OF A HIGHLINE POLE.  IT IS STAMPED
 AW5425'ANDRAU NO 1 1952 AND IT IS SET FLUSH.
 AW5425'
 AW5425'REFERENCE MARK NO. 2 IS 40 FEET NORTH OF THE CENTER OF A
 AW5425'BEACON TOWER AND 12 FEET SOUTH OF THE CENTER OF A GRAVELED
 AW5425'ROAD.  IT IS STAMPED ANDRAU NO 2 1952 AND IS SET FLUSH.
 AW5425'
 AW5425'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 171.20 FEET.
 AW5425'
 AW5425'THE AZIMUTH MARK IS 60 FEET EAST OF THE CENTER OF FARM ROAD
 AW5425'1093, 19 FEET SOUTH OF THE DRIVEWAY LEADING INTO THE
 AW5425'ANDRAU FARMS, 4 FEET SOUTHWEST OF A CORNER POST AND 1 FOOT
 AW5425'SOUTH OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS
 AW5425'STAMPED ANDRAU 1952.
 AW5425'
 AW5425'TO REACH THE STATION FROM THE POST OFFICE IN ALIEF GO NORTH ON
 AW5425'FARM ROAD 1093 FOR 0.7 MILE TO THE ENTRANCE TO THE AIRPORT
 AW5425'ON THE RIGHT, TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR
 AW5425'0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AW5425'
 AW5425'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVELED
 AW5425'ROAD FOR 0.3 MILE TO FARM ROAD 1093, TURN RIGHT ON FARM ROAD 1093
 AW5425'AND GO NORTH FOR 0.25 MILE TO THE DRIVEWAY LEADING INTO THE
 AW5425'ANDRAU FARMS AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AW5425
 AW5425                          STATION RECOVERY (1958)
 AW5425
 AW5425'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1958 (RMM)
 AW5425'THE STATION WAS FOUND TO BE INACCESSIBLE AS IT WAS UNDER
 AW5425'A 10X14 FRAME STORAGE SHACK.
 AW5425'
 AW5425'THE MONUMENT IS INTACT.
 AW5425'
 AW5425'THE AZ. MON. AND R.M. NO. 2 MAY HAVE BEEN DAMAGED BY ROAD
 AW5425'MAINTAINERS.
 AW5425'
 AW5425'R.M. NO. 1 WAS FOUND IN GOOD CONDITION.
 AW5425
 AW5425                          STATION RECOVERY (1968)
 AW5425
 AW5425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW5425'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 AW5425'MARK 1 WAS FOUND TO BE LOOSE IN THE GROUND AND BROKEN OFF
 AW5425'BELOW THE SURFACE.  THE DISK WAS REMOVED.  REFERENCE MARK 2
 AW5425'WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED
 AW5425'WHEN THE EAST-WEST ROAD WAS IMPROVED AND PAVED.  THE AZIMUTH
 AW5425'MARK WAS RECOVERED, BUT IT HAS BEEN HIT AND OUT OF ITS ORIGINAL
 AW5425'POSITION.  THE DISK WAS REMOVED.  THE STATION CAN NOT BE BUILT
 AW5425'OVER DUE A CONCRETE SLAB AND POWER LINE POLES.  ANDRAU 2
 AW5425'WAS ESTABLISHED AT THIS TIME AND A TRAVERSE CONNECTION WAS
 AW5425'MADE.  SEE DESCRIPTION THEREOF.  A NEW DESCRIPTION FOLLOWS.
 AW5425'
 AW5425'THE STATION IS LOCATED ON THE ANDRAU AIRFIELD GROUNDS WHICH
 AW5425'IS OWNED BY MRS. H.B. ANDRAU, ABOUT 5-1/2 MILES SOUTHEAST
 AW5425'OF ADDICKS AND 1 MILE NORTHEAST OF THE SMALL VILLAGE OF ALIEF.
 AW5425'
 AW5425'TO REACH THE STATION FROM THE POST OFFICE IN ALIEF, GO NORTH
 AW5425'ON COOK ROAD FOR 0.2 MILE TO A T-JUNCTION.  TURN RIGHT ON
 AW5425'ALIEF ROAD AND GO EAST FOR 0.2 MILE TO AN OFF-SET CROSSROAD.
 AW5425'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.9 MILE TO A
 AW5425'T-JUNCTION.  TURN RIGHT AND GO EAST FOR 0.2 MILE TO A CONCRETE SIDE
 AW5425'ROAD ON THE RIGHT INTO THE ANDRAU AIRFIELD.  TURN RIGHT
 AW5425'AND GO SOUTH FOR 0.75 MILE TO A PAVED SIDE ROAD ON
 AW5425'THE LEFT, JUST BEFORE REACHING THE TERMINAL BUILDING.
 AW5425'TURN LEFT AND GO EAST FOR 0.05 MILE TO THE STATION ON THE
 AW5425'RIGHT.  (ANDRAU 2 IS ON THE LEFT.)
 AW5425'
 AW5425'THE STATION MARK IS A STANDARD DISK STAMPED ANDRAU 1952,
 AW5425'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 AW5425'8 INCHES BELOW THE GROUND SURFACE.  IT IS 22.2 FEET NORTHEAST
 AW5425'OF THE NORTHEAST CORNER OF A BROWN AND WHITE METAL BUILDING,
 AW5425'21.8 FEET EAST-SOUTHEAST OF THE NORTHEAST LEG OF A BEACON,
 AW5425'19 FEET SOUTHWEST OF A POWER LINE POLE WITH TWO TRANSFORMERS,
 AW5425'9.3 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE
 AW5425'SLAB FOR A CAR WASH, 7.3 FEET EAST-NORTHEAST OF THE NORTHWEST
 AW5425'CORNER OF THE CONCRETE SLAB AND AT THE NORTHWEST CORNER OF A
 AW5425'SEWER CLEAN-OUT TRAP.
 AW5425
 AW5425                          STATION RECOVERY (1986)
 AW5425
 AW5425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW5425'4.0 KM (2.5 MI) NE FROM ALIEF.
 AW5425'2.4 KM (1.5 MI) NORTH ALONG OLD WESTHEIMER ROAD FROM THE JUNCTION OF
 AW5425'ALIEF-CLODINE ROAD IN ALIEF, THENCE 0.3 KM (0.2 MI) EAST ALONG
 AW5425'WESTHEIMER ROAD (FM ROAD 1093), THENCE 1.25 KM (0.78 MI) SOUTH ALONG
 AW5425'THE ANDRAU AIRPARK ENTRANCE ROAD, THENCE 0.08 KM (0.05 MI) EAST ALONG
 AW5425'ANDRAU LANE, AT THE NORTHERN END OF A CONCRETE PAD, IN THE FOOTING OF
 AW5425'THE NORTHERN EDGE OF A CONCRETE DRAIN BOX, 14.9 METERS (49.0 FT) SOUTH
 AW5425'OF THE CENTERLINE OF ANDRAU LANE, 6.7 METERS (22.0 FT) EAST OF THE
 AW5425'NORTHEAST LEG OF A TOWER FOR A BEACON, 3.0 METERS (10.0 FT) SOUTH OF
 AW5425'AN ELECTRICAL PANEL.
 AW5425'THE MARK IS 1.2 METERS  E FROM  A WITNESS POST
 AW5425'THE MARK IS 0.3 M BELOW THE GROUND.
 AW5425
 AW5425                          STATION RECOVERY (1993)
 AW5425
 AW5425'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5425'RECOVERED IN GOOD CONDITION.
 AW5425
 AW5425                          STATION RECOVERY (2003)
 AW5425
 AW5425'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW5425'ANDRAU AIRPARK HAS BEEN CONVERTED TO A GATED RESIDENTIAL COMMUNITY.
 AW5425'MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5426 ***********************************************************************
 AW5426  DESIGNATION -  ANDRAU 2
 AW5426  PID         -  AW5426
 AW5426  STATE/COUNTY-  TX/HARRIS
 AW5426  USGS QUAD   -  ALIEF (1995)
 AW5426
 AW5426                         *CURRENT SURVEY CONTROL
 AW5426  ___________________________________________________________________
 AW5426* NAD 83(1993)-  29 43 31.50294(N)    095 35 13.42735(W)     ADJUSTED  
 AW5426* NAVD 88     -        23.446  (meters)      76.92   (feet)  ADJUSTED  
 AW5426  ___________________________________________________________________
 AW5426  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW5426  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW5426  DYNAMIC HT  -          23.414 (meters)      76.82  (feet)  COMP
 AW5426  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 AW5426
 AW5426  HORZ ORDER  -  FIRST
 AW5426  VERT ORDER  -  FIRST     CLASS II
 AW5426
 AW5426.This mark is at Andrau Airpark (AAP)  (AAP)
 AW5426
 AW5426.The horizontal coordinates were established by classical geodetic methods
 AW5426.and adjusted by the National Geodetic Survey in February 1996..
 AW5426
 AW5426.The orthometric height was determined by differential leveling
 AW5426.and adjusted by the National Geodetic Survey in June 1991..
 AW5426
 AW5426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5426
 AW5426.The geoid height was determined by GEOID03.
 AW5426
 AW5426.The dynamic height is computed by dividing the NAVD 88
 AW5426.geopotential number by the normal gravity value computed on the
 AW5426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5426.degrees latitude (g = 980.6199 gals.).
 AW5426
 AW5426.The modeled gravity was interpolated from observed gravity values.
 AW5426
 AW5426;                    North         East     Units Scale Factor Converg.
 AW5426;SPC TXSC     - 4,214,511.586   930,119.974   MT  0.99988639   +1 40 19.3
 AW5426;SPC TXSC     -13,827,110.10  3,051,568.61   sFT  0.99988639   +1 40 19.3
 AW5426;UTM  15      - 3,291,162.547   249,756.171   MT  1.00037272   -1 17 00.4
 AW5426
 AW5426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5426!SPC TXSC     -   1.00000064  x   0.99988639  =   0.99988703
 AW5426!UTM  15      -   1.00000064  x   1.00037272  =   1.00037336
 AW5426
 AW5426:                Primary Azimuth Mark                     Grid Az
 AW5426:SPC TXSC     -  ANDRAU 2 AZ MK                           087 55 53.7
 AW5426:UTM  15      -  ANDRAU 2 AZ MK                           090 53 13.4
 AW5426
 AW5426|---------------------------------------------------------------------|
 AW5426| PID    Reference Object                     Distance      Geod. Az  |
 AW5426|                                                           dddmmss.s |
 AW5426| CV5959 ANDRAU 2 AZ MK                                     0893613.0 |
 AW5426| AW5425 ANDRAU                               35.720 METERS 14613     |
 AW5426| AW5427 ANDRAU 2 RM 3                        15.935 METERS 25312     |
 AW5426|---------------------------------------------------------------------|
 AW5426
 AW5426                          SUPERSEDED SURVEY CONTROL
 AW5426
 AW5426  NAD 83(1986)-  29 43 31.51729(N)    095 35 13.40919(W) AD(       ) 1
 AW5426  NAD 27      -  29 43 30.68770(N)    095 35 12.60928(W) AD(       ) 1
 AW5426  NGVD 29 (12/23/87)   23.440  (m)           76.90   (f) ADJUSTED    1 2
 AW5426
 AW5426.Superseded values are not recommended for survey control.
 AW5426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5426.See file dsdata.txt to determine how the superseded data were derived.
 AW5426
 AW5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4975691163(NAD 83)
 AW5426_MARKER: DS = TRIANGULATION STATION DISK
 AW5426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5426_SP_SET: CONCRETE POST
 AW5426_STAMPING: ANDRAU 2 1968
 AW5426_MARK LOGO: CGS   
 AW5426_PROJECTION: RECESSED 15 CENTIMETERS
 AW5426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5426+STABILITY: SURFACE MOTION
 AW5426
 AW5426  HISTORY     - Date     Condition        Report By
 AW5426  HISTORY     - 1968     MONUMENTED       CGS
 AW5426  HISTORY     - 1986     GOOD             NGS
 AW5426  HISTORY     - 1987     GOOD             USPSQD
 AW5426  HISTORY     - 19930303 GOOD             NGS
 AW5426  HISTORY     - 19931112 GOOD             USPSQD
 AW5426  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 AW5426
 AW5426                          STATION DESCRIPTION
 AW5426
 AW5426'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW5426'ANDRAU 1952 IS A TRAVERSE DISTANCE.
 AW5426'
 AW5426'THE STATION IS LOCATED ON THE ANDRAU AIRFIELD GROUNDS WHICH IS OWNED
 AW5426'BY MRS. H.B. ANDRAU, ABOUT 5-1/2 MILES SOUTHEAST OF ADDICKS AND 1
 AW5426'MILE NORTHEAST OF THE SMALL VILLAGE OF ALIEF.
 AW5426'
 AW5426'TO REACH THE STATION FROM THE POST OFFICE IN ALIEF, GO NORTH ON COOK
 AW5426'ROAD FOR 0.2 MILE TO A T-JUNCTION.  TURN RIGHT ON ALIEF ROAD AND GO
 AW5426'EAST FOR 0.2 MILE TO AN OFF-SET CROSSROAD.  TURN LEFT AND GO NORTH
 AW5426'ON A PAVED ROAD FOR 0.9 MILE TO A T-JUNCTION.  TURN RIGHT AND GO
 AW5426'EAST FOR 0.2 MILE TO A CONCRETE SIDE ROAD ON THE RIGHT INTO THE
 AW5426'ANDRAU AIRFIELD.  TURN RIGHT AND GO SOUTH FOR 0.75 MILE TO A
 AW5426'PAVED SIDE ROAD ON THE LEFT, JUST BEFORE REACHING THE TERMINAL
 AW5426'BUILDING.  TURN LEFT AND GO EAST FOR 0.05 MILE TO THE STATION ON
 AW5426'THE LEFT.  (ANDRAU 1952 IS ON THE RIGHT.)
 AW5426'
 AW5426'THE STATION MARK IS A STANDARD DISK STAMPED ANDRAU 2 1968, SET IN
 AW5426'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW5426'WITH THE GROUND.  IT IS 65 FEET WEST OF POWER LINE POLE NUMBER 20,
 AW5426'57.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A METAL BUILDING
 AW5426'(HANGAR), 51 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 50.9 FEET
 AW5426'EAST OF THE SOUTHWEST CORNER OF THE METAL BUILDING, 18.2 FEET SOUTH
 AW5426'OF THE SOUTH FACE OF THE METAL BUILDING, AND 17.8 FEET NORTH OF THE
 AW5426'NORTH EDGE OF A PARKING AREA.
 AW5426'
 AW5426'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ANDRAU 2 NO 3 1968,
 AW5426'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 36 FEET
 AW5426'NORTH OF THE CENTER OF THE PAVED ROAD AND 26.2 FEET SOUTH OF THE
 AW5426'SOUTHWEST CORNER OF THE METAL BUILDING.
 AW5426'
 AW5426'ANDRAU 1952 IS A STANDARD STATION DISK STAMPED ANDRAU 1952, SET IN
 AW5426'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 8 INCHES
 AW5426'BELOW THE GROUND SURFACE.  IT IS 22.2 FEET NORTHEAST OF THE
 AW5426'NORTHEAST CORNER OF A BROWN AND WHITE METAL BUILDING, 21.8
 AW5426'FEET EAST-SOUTHEAST OF THE NORTHEAST LEG OF A BEACON, 19 FEET
 AW5426'SOUTHWEST OF A POWER LINE POLE WITH TWO TRANSFORMERS, 9.3 FEET
 AW5426'WEST-NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE SLAB FOR A CAR
 AW5426'WASH, 7.3 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE
 AW5426'CONCRETE SLAB AND AT THE NORTHWEST CORNER OF A SEWER CLEAN-OUT TRAP.
 AW5426'
 AW5426'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ANDRAU 2 1968, SET IN
 AW5426'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW5426'WITH THE GROUND.  IT IS 7 FEET NORTH OF THE CENTER OF A TRACK ROAD
 AW5426'AND 6 FEET SOUTH OF THE SOUTH EDGE OF THE CANAL.
 AW5426'
 AW5426'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE PAVED ROAD
 AW5426'FOR 0.2 MILE TO WHERE THE PAVED ROAD CURVES TO THE RIGHT.  TURN LEFT
 AW5426'ON A TRACK ROAD AND GO ABOUT 50 FEET, THEN TURN RIGHT ON A TRACK
 AW5426'ROAD AND PASS THROUGH A GATE AND GO EAST ALONG A CANAL FOR 0.1 MILE
 AW5426'TO THE MARK ON THE LEFT.
 AW5426'
 AW5426'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
 AW5426
 AW5426                          STATION RECOVERY (1986)
 AW5426
 AW5426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW5426'4.0 KM (2.5 MI) NE FROM ALIEF.
 AW5426'2.4 KM (1.5 MI) NORTH ALONG OLD WESTHEIMER ROAD FROM THE JUNCTION OF
 AW5426'ALIEF-CLODINE ROAD IN ALIEF, THENCE 0.3 KM (0.2 MI) EAST ALONG
 AW5426'WESTHEIMER ROAD (FM ROAD 1093), THENCE 1.25 KM (0.78 MI) SOUTH ALONG
 AW5426'THE ANDRAU AIRPARK ENTRANCE ROAD, 15.7 METERS (51.5 FT) NORTH OF THE
 AW5426'CENTERLINE OF ANDRAU LANE, 5.5 METERS (18.0 FT) SOUTH OF THE CENTER OF
 AW5426'THE SOUTH FACE OF THE SOUTHERNMOST HANGAR IN A ROW OF HANGARS,
 AW5426'17.5 METERS (57.5 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE HANGAR,
 AW5426'16.0 METERS (52.5 FT) EAST OF ANDRAU 2 RM 3.
 AW5426
 AW5426                          STATION RECOVERY (1987)
 AW5426
 AW5426'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW5426'RECOVERED IN GOOD CONDITION.
 AW5426
 AW5426                          STATION RECOVERY (1993)
 AW5426
 AW5426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (MN)
 AW5426'STATION IS 6 SECOND BELOW GROUND, NO WITNESS POST.  CURRENT TO REACH
 AW5426'DESCRIPTION IS ADEQUATE.
 AW5426
 AW5426                          STATION RECOVERY (1993)
 AW5426
 AW5426'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5426'RECOVERED IN GOOD CONDITION.
 AW5426
 AW5426                          STATION RECOVERY (2003)
 AW5426
 AW5426'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW5426'ANDRAU AIRPARK HAS BEEN CONVERTED TO A GATED RESIDENTIAL COMMUNITY.
 AW5426'MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5427 ***********************************************************************
 AW5427  DESIGNATION -  ANDRAU 2 RM 3
 AW5427  PID         -  AW5427
 AW5427  STATE/COUNTY-  TX/HARRIS
 AW5427  USGS QUAD   -  ALIEF (1995)
 AW5427
 AW5427                         *CURRENT SURVEY CONTROL
 AW5427  ___________________________________________________________________
 AW5427* NAD 83(1986)-  29 43 33.     (N)    095 35 14.     (W)     SCALED    
 AW5427* NAVD 88     -        23.567  (meters)      77.32   (feet)  ADJUSTED  
 AW5427  ___________________________________________________________________
 AW5427  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW5427  DYNAMIC HT  -          23.535 (meters)      77.21  (feet)  COMP
 AW5427  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 AW5427
 AW5427  VERT ORDER  -  FIRST     CLASS II
 AW5427
 AW5427.This mark is at Andrau Airpark (AAP)  (AAP)
 AW5427
 AW5427.The horizontal coordinates were scaled from a topographic map and have
 AW5427.an estimated accuracy of +/- 6 seconds.
 AW5427
 AW5427.The orthometric height was determined by differential leveling
 AW5427.and adjusted by the National Geodetic Survey in June 1991..
 AW5427
 AW5427.The geoid height was determined by GEOID03.
 AW5427
 AW5427.The dynamic height is computed by dividing the NAVD 88
 AW5427.geopotential number by the normal gravity value computed on the
 AW5427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5427.degrees latitude (g = 980.6199 gals.).
 AW5427
 AW5427.The modeled gravity was interpolated from observed gravity values.
 AW5427
 AW5427;                    North         East    Units  Estimated Accuracy
 AW5427;SPC TXSC     - 4,214,560.      930,100.      MT  (+/- 180 meters Scaled)
 AW5427
 AW5427                          SUPERSEDED SURVEY CONTROL
 AW5427
 AW5427  NGVD 29 (12/23/87)   23.562  (m)           77.30   (f) ADJUSTED    1 2
 AW5427
 AW5427.Superseded values are not recommended for survey control.
 AW5427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5427.See file dsdata.txt to determine how the superseded data were derived.
 AW5427
 AW5427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN497912(NAD 83)
 AW5427_MARKER: DR = REFERENCE MARK DISK
 AW5427_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW5427_SP_SET: SIDEWALK
 AW5427_STAMPING: ANDRAU 2 NO 3 1968
 AW5427_MARK LOGO: CGS   
 AW5427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5427
 AW5427  HISTORY     - Date     Condition        Report By
 AW5427  HISTORY     - 1968     MONUMENTED       CGS
 AW5427  HISTORY     - 1986     GOOD             NGS
 AW5427  HISTORY     - 19931112 GOOD             USPSQD
 AW5427  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 AW5427
 AW5427                          STATION DESCRIPTION
 AW5427
 AW5427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5427'4.0 KM (2.5 MI) NE FROM ALIEF.
 AW5427'2.4 KM (1.5 MI) NORTH ALONG OLD WESTHEIMER ROAD FROM THE JUNCTION OF
 AW5427'ALIEF-CLODINE ROAD IN ALIEF, THENCE 0.3 KM (0.2 MI) EAST ALONG
 AW5427'WESTHEIMER ROAD (FM ROAD 1093), THENCE 1.25 KM (0.78 MI) SOUTH ALONG
 AW5427'THE ANDRAU AIRPARK ENTRANCE ROAD, IN A 2.5 FT WIDE SIDEWALK CURVE
 AW5427'LEADING NORTH AND EAST, 14.2 METERS (46.5 FT) SOUTH OF THE SOUTHWEST
 AW5427'CORNER OF THE SOUTHERNMOST HANGAR IN A ROW OF HANGARS, 10.7 METERS
 AW5427'(35.0 FT) NORTH OF THE CENTERLINE OF ANDRAU LANE, 16.0 METERS
 AW5427'(52.5 FT) WEST OF TRIANGULATION STATION ANDRAU 2.
 AW5427
 AW5427                          STATION RECOVERY (1993)
 AW5427
 AW5427'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5427'RECOVERED IN GOOD CONDITION.
 AW5427
 AW5427                          STATION RECOVERY (2003)
 AW5427
 AW5427'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW5427'ANDRAU AIRPARK HAS BEEN CONVERTED TO A GATED RESIDENTIAL COMMUNITY.
 AW5427'MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6927 ***********************************************************************
 AW6927  DESIGNATION -  ANDRAU AIRFIELD BEACON
 AW6927  PID         -  AW6927
 AW6927  STATE/COUNTY-  TX/HARRIS
 AW6927  USGS QUAD   -  ALIEF (1995)
 AW6927
 AW6927                         *CURRENT SURVEY CONTROL
 AW6927  ___________________________________________________________________
 AW6927* NAD 83(1993)-  29 43 30.53455(N)    095 35 12.98409(W)     ADJUSTED  
 AW6927* NAVD 88     -                                                        
 AW6927  ___________________________________________________________________
 AW6927  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW6927  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW6927
 AW6927  HORZ ORDER  -  THIRD
 AW6927
 AW6927.This mark is at Andrau Airpark (AAP)  (AAP)
 AW6927
 AW6927.The horizontal coordinates were established by classical geodetic methods
 AW6927.and adjusted by the National Geodetic Survey in February 1996..
 AW6927
 AW6927
 AW6927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6927
 AW6927.The geoid height was determined by GEOID03.
 AW6927
 AW6927;                    North         East     Units Scale Factor Converg.
 AW6927;SPC TXSC     - 4,214,482.132   930,132.750   MT  0.99988636   +1 40 19.6
 AW6927;SPC TXSC     -13,827,013.46  3,051,610.53   sFT  0.99988636   +1 40 19.6
 AW6927;UTM  15      - 3,291,132.458   249,767.417   MT  1.00037265   -1 17 00.2
 AW6927
 AW6927                          SUPERSEDED SURVEY CONTROL
 AW6927
 AW6927  NAD 83(1986)-  29 43 30.54853(N)    095 35 12.96707(W) AD(       ) 4
 AW6927  NAD 27      -  29 43 29.71927(N)    095 35 12.16431(W) AD(       ) 3
 AW6927
 AW6927.Superseded values are not recommended for survey control.
 AW6927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6927.See file dsdata.txt to determine how the superseded data were derived.
 AW6927
 AW6927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4976791132(NAD 83)
 AW6927_MARKER: 21 = AIRPORT BEACON
 AW6927
 AW6927  HISTORY     - Date     Condition        Report By
 AW6927  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6927  HISTORY     - 1968     GOOD             CGS
 AW6927  HISTORY     - 1987     GOOD             USPSQD
 AW6927  HISTORY     - 19931112 GOOD             USPSQD
 AW6927  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 AW6927
 AW6927                          STATION DESCRIPTION
 AW6927
 AW6927'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6927'THE STATION IS A 4-LEGGED STEEL STRUCTURE SUPPORTING A BEACON
 AW6927'LIGHT THAT REVOLVES.  IT HAS AN OVERALL HEIGHT OF 55 FEET.
 AW6927'THE LIGHT AND THE CENTER OF THE TOWER WAS THE POINT OBSERVED.
 AW6927'
 AW6927'TO REACH THE STATION FROM THE POST OFFICE IN ALIEF GO NORTH
 AW6927'ON FARM ROAD 1093 FOR 0.7 MILE TO THE ENTRANCE TO THE AIRPORT
 AW6927'ON THE RIGHT, TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.3
 AW6927'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AW6927
 AW6927                          STATION RECOVERY (1968)
 AW6927
 AW6927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6927'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 AW6927'BY R.L.E. 1952 WITH THE EXCEPTION OF THE TO REACH.  A NEW TO
 AW6927'REACH FOLLOWS.
 AW6927'
 AW6927'TO REACH THE STATION FROM THE POST OFFICE IN ALIEF, GO NORTH
 AW6927'ON COOK ROAD FOR 0.2 MILE TO A T-JUNCTION.  TURN RIGHT ON
 AW6927'ALIEF ROAD AND GO EAST FOR 0.2 MILE TO AN OFF-SET CROSSROAD.
 AW6927'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.9 MILE TO A
 AW6927'T-JUNCTION.  TURN RIGHT AND GO EAST FOR 0.2 MILE TO A CONCRETE
 AW6927'SIDE ROAD ON THE RIGHT INTO THE ANDRAU AIRFIELD.  TURN RIGHT
 AW6927'AND GO SOUTH FOR 0.75 MILE TO A PAVED SIDE ROAD ON THE LEFT,
 AW6927'JUST BEFORE REACHING THE TERMINAL BUILDING.  TURN LEFT AND GO
 AW6927'EAST FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 AW6927
 AW6927                          STATION RECOVERY (1987)
 AW6927
 AW6927'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6927'RECOVERED IN GOOD CONDITION.
 AW6927
 AW6927                          STATION RECOVERY (1993)
 AW6927
 AW6927'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6927'RECOVERED IN GOOD CONDITION.
 AW6927
 AW6927                          STATION RECOVERY (2003)
 AW6927
 AW6927'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW6927'ANDRAU AIRPARK HAS BEEN CONVERTED TO A GATED RESIDENTIAL COMMUNITY.
 AW6927'MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1686 ***********************************************************************
 AB1686  DESIGNATION -  ANDRES
 AB1686  PID         -  AB1686
 AB1686  STATE/COUNTY-  TX/HIDALGO
 AB1686  USGS QUAD   -  ANDREA RANCH (1982)
 AB1686
 AB1686                         *CURRENT SURVEY CONTROL
 AB1686  ___________________________________________________________________
 AB1686* NAD 83(1993)-  26 42 27.15502(N)    097 59 37.40550(W)     ADJUSTED  
 AB1686* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AB1686  ___________________________________________________________________
 AB1686  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AB1686  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AB1686
 AB1686  HORZ ORDER  -  SECOND
 AB1686
 AB1686.The horizontal coordinates were established by classical geodetic methods
 AB1686.and adjusted by the National Geodetic Survey in February 1996..
 AB1686
 AB1686.The orthometric height was scaled from a topographic map.
 AB1686
 AB1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1686
 AB1686.The geoid height was determined by GEOID03.
 AB1686
 AB1686;                    North         East     Units Scale Factor Converg.
 AB1686;SPC TX S     - 5,115,421.641   350,374.956   MT  0.99990783   +0 13 47.5
 AB1686;SPC TX S     -16,782,845.83  1,149,521.83   sFT  0.99990783   +0 13 47.5
 AB1686;UTM  14      - 2,954,438.699   600,097.952   MT  0.99972370   +0 27 08.3
 AB1686
 AB1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1686!SPC TX S     -   1.00000070  x   0.99990783  =   0.99990853
 AB1686!UTM  14      -   1.00000070  x   0.99972370  =   0.99972440
 AB1686
 AB1686:                Primary Azimuth Mark                     Grid Az
 AB1686:SPC TX S     -  JULIAN PUMP HUMBLE OIL CO TK             021 08 46.5
 AB1686:UTM  14      -  JULIAN PUMP HUMBLE OIL CO TK             020 55 25.7
 AB1686
 AB1686|---------------------------------------------------------------------|
 AB1686| PID    Reference Object                     Distance      Geod. Az  |
 AB1686|                                                           dddmmss.s |
 AB1686| AB1696 JULIAN PUMP HUMBLE OIL CO TK        APPROX.10.5 KM 0212234.0 |
 AB1686| CV2452 ANDRES AZ MK                                       2190230.3 |
 AB1686| CV2453 ANDRES RM 1                          35.280 METERS 23958     |
 AB1686| AB1685 ANDRES USGS 1961                     28.603 METERS 32620     |
 AB1686|---------------------------------------------------------------------|
 AB1686
 AB1686                          SUPERSEDED SURVEY CONTROL
 AB1686
 AB1686  NAD 83(1986)-  26 42 27.16408(N)    097 59 37.37332(W) AD(       ) 2
 AB1686  NAD 27      -  26 42 25.94720(N)    097 59 36.36500(W) AD(       ) 2
 AB1686
 AB1686.Superseded values are not recommended for survey control.
 AB1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1686.See file dsdata.txt to determine how the superseded data were derived.
 AB1686
 AB1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ0009854439(NAD 83)
 AB1686_MARKER: DS = TRIANGULATION STATION DISK
 AB1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1686
 AB1686  HISTORY     - Date     Condition        Report By
 AB1686  HISTORY     - 1961     MONUMENTED       CGS
 AB1686
 AB1686                          STATION DESCRIPTION
 AB1686
 AB1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1686'THE STATION IS APPROXIMATELY 20-1/2 MILES NORTHWEST OF RAYMONDVILLE,
 AB1686'15 MILES SOUTHEAST OF RACHAL, 2 MILES SOUTH OF THE ANDRES RANCH
 AB1686'HEADQUARTERS, 0.4 MILES NORTHWEST OF A SMALL LAKE, ON PROPERTY
 AB1686'OWNED BY MR. T.T. EAST OF HEBBRONVILLE.
 AB1686'
 AB1686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 AB1686'FARM ROAD 755 IN RACHAL, GO SOUTH ON HIGHWAY 281 FOR 7.8
 AB1686'MILES TO THE BROOKS-HIDALGO COUNTY LINE.  CONTINUE SOUTH ON
 AB1686'HIGHWAY 281 FOR 3.1 MILES TO A WHITE BOARD GATE ON THE LEFT AND
 AB1686'A SIGN CANTINAS PENS.  TURN LEFT, PASS THROUGH THE GATE AND
 AB1686'GO EAST ON A PAVED ROAD 5.0 MILES TO THE EAST ONE OF TWO SIDE
 AB1686'ROADS ON THE RIGHT AT A LEFT CURVE IN THE PAVED ROAD.  TURN
 AB1686'RIGHT AND GO SOUTH ON A TRACK ROAD 0.4 MILE TO A FORK.  BEAR
 AB1686'LEFT WITH THE MAIN ROAD FOR 1.8 MILES TO A FORK.  BEAR LEFT,
 AB1686'SOUTHEAST FOR 0.1 MILE TO A BOARD GATE.  PASS THROUGH THE
 AB1686'GATE AND CONTINUE SOUTHEAST ON THE SAND ROAD 0.5 MILE TO A
 AB1686'GATE.  PASS THROUGH THE GATE, BEAR SHARP LEFT AND GO
 AB1686'NORTHEAST ALONG A FENCE FOR 0.2 MILE TO THE AZIMUTH MARK ON
 AB1686'THE RIGHT.  CONTINUE NORTHEAST 0.2 MILE TO A FENCE CORNER.
 AB1686'TURN LEFT AND GO NORTH ALONG A FENCE FOR 0.2 MILE TO A TRACK
 AB1686'ROAD ON THE RIGHT.  TURN SHARP RIGHT AND GO SOUTHEAST 0.15
 AB1686'MILE TO THE HIGHEST PART OF A BRUSHY KNOLL AND THE
 AB1686'STATION ON THE RIGHT.
 AB1686'
 AB1686'STATION MARKS ARE STANDARD DISKS STAMPED ANDRES 1961.  THE
 AB1686'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AB1686'2 INCHES.  IT IS 0.1 MILE NORTHEAST OF A FENCE CORNER, 122
 AB1686'FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD AND 2.4 FEET WEST
 AB1686'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 AB1686'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 AB1686'GROUND.
 AB1686'
 AB1686'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ANDRES NO 1 1961,
 AB1686'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 AB1686'IS SOUTHWEST OF THE STATION AND ABOUT THE SAME ELEVATION AS
 AB1686'THE STATION.
 AB1686'
 AB1686'ANDRES 1954 (USGS), A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 AB1686'(STATION) DISK STAMPED ANDRES 1954, IS SET IN AN 8 INCH SQUARE
 AB1686'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 52 FEET SOUTH
 AB1686'OF THE CENTER OF THE TRACK ROAD.
 AB1686'
 AB1686'AZIMUTH MARK IS A STANDARD DISK STAMPED ANDRES 1961, SET IN
 AB1686'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 25.5
 AB1686'FEET SOUTHEAST OF A FENCE, 19 FEET SOUTHEAST OF THE CENTER OF A
 AB1686'SAND ROAD AND 1.7 FEET NORTHEAST OF A METAL WITNESS POST.
 AB1686'
 AB1686'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AB1686'
 AB1686'A LARGE AMOUNT OF CLEARING REQUIRED TO THE SEE THE AZIMUTH
 AB1686'MARK FROM THE GROUND.
 AB1686'
 AB1686'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1685 ***********************************************************************
 AB1685  DESIGNATION -  ANDRES USGS 1961
 AB1685  PID         -  AB1685
 AB1685  STATE/COUNTY-  TX/HIDALGO
 AB1685  USGS QUAD   -  ANDREA RANCH (1982)
 AB1685
 AB1685                         *CURRENT SURVEY CONTROL
 AB1685  ___________________________________________________________________
 AB1685* NAD 83(1993)-  26 42 27.92855(N)    097 59 37.97906(W)     ADJUSTED  
 AB1685* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AB1685  ___________________________________________________________________
 AB1685  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AB1685  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AB1685
 AB1685  HORZ ORDER  -  SECOND
 AB1685
 AB1685.The horizontal coordinates were established by classical geodetic methods
 AB1685.and adjusted by the National Geodetic Survey in February 1996..
 AB1685
 AB1685.The orthometric height was scaled from a topographic map.
 AB1685
 AB1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1685
 AB1685.The geoid height was determined by GEOID03.
 AB1685
 AB1685;                    North         East     Units Scale Factor Converg.
 AB1685;SPC TX S     - 5,115,445.383   350,359.008   MT  0.99990781   +0 13 47.2
 AB1685;SPC TX S     -16,782,923.73  1,149,469.51   sFT  0.99990781   +0 13 47.2
 AB1685;UTM  14      - 2,954,462.374   600,081.915   MT  0.99972366   +0 27 08.0
 AB1685
 AB1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1685!SPC TX S     -   1.00000070  x   0.99990781  =   0.99990851
 AB1685!UTM  14      -   1.00000070  x   0.99972366  =   0.99972436
 AB1685
 AB1685                          SUPERSEDED SURVEY CONTROL
 AB1685
 AB1685  NAD 83(1986)-  26 42 27.93761(N)    097 59 37.94687(W) AD(       ) 2
 AB1685  NAD 27      -  26 42 26.72080(N)    097 59 36.93850(W) AD(       ) 2
 AB1685
 AB1685.Superseded values are not recommended for survey control.
 AB1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1685.See file dsdata.txt to determine how the superseded data were derived.
 AB1685
 AB1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ0008254462(NAD 83)
 AB1685_MARKER: DB = BENCH MARK DISK
 AB1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1685+STABILITY: SURFACE MOTION
 AB1685
 AB1685  HISTORY     - Date     Condition        Report By
 AB1685  HISTORY     - 1961     MONUMENTED       USGS
 AB1685
 AB1685                          STATION DESCRIPTION
 AB1685
 AB1685'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (HWK)
 AB1685'THE STATION IS APPROXIMATELY 20-1/2 MILES NORTHWEST OF RAYMONDVILLE,
 AB1685'15 MILES SOUTHEAST OF RACHAL, 2 MILES SOUTH OF THE ANDRES
 AB1685'RANCH HEADQUARTERS, 0.4 MILES NORTHWEST OF A SMALL LAKE AND ON
 AB1685'PROPERTY OWNED BY MR. T.T. EAST.
 AB1685'
 AB1685'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK (STATION)
 AB1685'DISK STAMPED ANDRES 1954, SET IN AN 8-INCH SQUARE CONCRETE POST
 AB1685'WHICH PROJECTS 6 INCHES.  IT IS 52 FEET SOUTH OF THE CENTER OF
 AB1685'A TRACK ROAD AND 95 FEET NORTHWEST OF A METAL WITNESS POST.
 AB1685'
 AB1685'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ANDRES
 AB1685'1961, THE DISTANCE BEING 28.603 METERS (93.84 FEET) NORTHWEST
 AB1685'OF STATION ANDRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0855 ***********************************************************************
 DO0855  DESIGNATION -  ANDREWS
 DO0855  PID         -  DO0855
 DO0855  STATE/COUNTY-  TX/THROCKMORTON
 DO0855  USGS QUAD   -  THROCKMORTON (1981)
 DO0855
 DO0855                         *CURRENT SURVEY CONTROL
 DO0855  ___________________________________________________________________
 DO0855* NAD 83(1993)-  33 09 25.12691(N)    099 10 28.39982(W)     ADJUSTED  
 DO0855* NAVD 88     -       438.6    (meters)    1439.     (feet)  VERTCON   
 DO0855  ___________________________________________________________________
 DO0855  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DO0855  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DO0855
 DO0855  HORZ ORDER  -  FIRST
 DO0855
 DO0855.The horizontal coordinates were established by classical geodetic methods
 DO0855.and adjusted by the National Geodetic Survey in February 1996..
 DO0855
 DO0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0855
 DO0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0855
 DO0855.The geoid height was determined by GEOID03.
 DO0855
 DO0855;                    North         East     Units Scale Factor Converg.
 DO0855;SPC TXNC     - 2,165,462.661   537,080.832   MT  0.99987431   -0 22 04.4
 DO0855;SPC TXNC     - 7,104,522.08  1,762,072.70   sFT  0.99987431   -0 22 04.4
 DO0855;UTM  14      - 3,668,703.509   483,722.679   MT  0.99960327   -0 05 43.7
 DO0855
 DO0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0855!SPC TXNC     -   0.99993571  x   0.99987431  =   0.99981003
 DO0855!UTM  14      -   0.99993571  x   0.99960327  =   0.99953901
 DO0855
 DO0855|---------------------------------------------------------------------|
 DO0855| PID    Reference Object                     Distance      Geod. Az  |
 DO0855|                                                           dddmmss.s |
 DO0855| CX7503 ANDREWS RM 1                         29.080 METERS 03446     |
 DO0855| CX7505 ANDREWS RM 3                                       1771531.9 |
 DO0855| CX7502 ANDREWS AZ MK                                      1780233.2 |
 DO0855| DO0853 THROCKMORTON MCI MICROWAVE          APPROX. 5.0 KM 2021040.3 |
 DO0855| CX7504 ANDREWS RM 2                         27.995 METERS 29806     |
 DO0855|---------------------------------------------------------------------|
 DO0855
 DO0855                          SUPERSEDED SURVEY CONTROL
 DO0855
 DO0855  NAD 83(1993)-  33 09 25.13012(N)    099 10 28.39811(W) AD(       ) 1
 DO0855  NAD 83(1986)-  33 09 25.13511(N)    099 10 28.39021(W) AD(       ) 1
 DO0855  NAD 27      -  33 09 24.76200(N)    099 10 27.11700(W) AD(       ) 1
 DO0855  NGVD 29 (07/19/86)  438.5    (m)         1439.     (f) VERT ANG       
 DO0855
 DO0855.Superseded values are not recommended for survey control.
 DO0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0855.See file dsdata.txt to determine how the superseded data were derived.
 DO0855
 DO0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB8372368704(NAD 83)
 DO0855_MARKER: DS = TRIANGULATION STATION DISK
 DO0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0855+STABILITY: SURFACE MOTION
 DO0855
 DO0855  HISTORY     - Date     Condition        Report By
 DO0855  HISTORY     - 1935     MONUMENTED       CGS
 DO0855  HISTORY     - 1937     GOOD             TXHD
 DO0855  HISTORY     - 1957     GOOD             CGS
 DO0855  HISTORY     - 1961     GOOD             CGS
 DO0855  HISTORY     - 1966     GOOD             USGS
 DO0855  HISTORY     - 1975     GOOD             NGS
 DO0855
 DO0855                          STATION DESCRIPTION
 DO0855
 DO0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0855'STATION IS ON LAND OWNED BY MRS. W.T. ANDREWS, IN SW 1/2
 DO0855'OF SECTION 285, 1.75 MILES S OF THROCKMORTON.  MARK IS SET
 DO0855'ABOUT 125 YARDS W OF U.S. HIGHWAY 283, ON TOP OF A KNOLL,
 DO0855'12 FEET W OF DIM PASTURE ROAD.
 DO0855'
 DO0855'SURFACE, AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 DO0855'TOPS OF CONCRETE CYLINDERS.
 DO0855'
 DO0855'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 DO0855'BLOCKS OF CONCRETE.
 DO0855'
 DO0855'REFERENCE MARK NO. 1 IS 40 FEET E OF DIM PASTURE ROAD, LEADING
 DO0855'PAST STATION.
 DO0855'
 DO0855'REFERENCE MARK NO. 2 IS 92 FEET W OF DIM PASTURE ROAD, LEADING
 DO0855'PAST STATION.
 DO0855'
 DO0855'AZIMUTH MARK IS S ALONG U.S. HIGHWAY 283, ON W SIDE OF ROAD.
 DO0855'MARK IS SET 48 FEET W OF CENTER LINE OF HIGHWAY, 2 FEET
 DO0855'E OF W, RIGHT-OF-WAY FENCE.
 DO0855'
 DO0855'REACHED FROM COURTHOUSE IN THROCKMORTON, BY GOING S ON U.S.
 DO0855'HIGHWAY 283, FOR 1.6 MILES THEN TURN RIGHT OFF OF U.S. HIGHWAY
 DO0855'283, AND THRU PASTURE GATE, TAKE LEFT FORK OF DIM PASTURE
 DO0855'ROAD SW TO TOP OF KNOLL AND STATION ON W SIDE OF ROAD.
 DO0855'
 DO0855'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DO0855
 DO0855                          STATION RECOVERY (1937)
 DO0855
 DO0855'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0855'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 DO0855'IN GOOD CONDITION.  NO ATTEMPT MADE TO LOCATE AZIMUTH MARK.
 DO0855
 DO0855                          STATION RECOVERY (1957)
 DO0855
 DO0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 DO0855'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DO0855'CONDITION.  THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DO0855
 DO0855                          STATION RECOVERY (1961)
 DO0855
 DO0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 DO0855'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 DO0855'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 DO0855
 DO0855                          STATION RECOVERY (1966)
 DO0855
 DO0855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0855'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33099-2, STATION 1001.
 DO0855'
 DO0855'RECOVERED BY USGS IN 1966.
 DO0855'
 DO0855'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST, STAMPED
 DO0855'---ANDREWS 1935---.
 DO0855
 DO0855                          STATION RECOVERY (1975)
 DO0855
 DO0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0855'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DO0855'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO
 DO0855'BE DESTROYED AND A NEW REFERENCE MARK 3 WAS ESTABLISHED AT
 DO0855'THIS DATE.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO
 DO0855'BE IN DIFFERENCES OF 0.022 METERS SHORTER.  THE HORIZONTAL
 DO0855'DIRECTIONS TO THE MARKS CHECKED THE 1935 DATA ADEQUATELY.
 DO0855'A COMPLETE NEW DESCRIPTION FOLLOWS.
 DO0855'
 DO0855'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF THROCKMORTON
 DO0855'AND ON LAND OWNED BY MR. JOE THORP, TELEPHONE NUMBER 817-849-4681.
 DO0855'
 DO0855'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 DO0855'183,283 AND 380 IN THROCKMORTON, GO SOUTH ON U.S. HIGHWAY
 DO0855'283 AND 183 FOR 1.5 MILES TO A DRIVEWAY AND CATTLEGUARD ON
 DO0855'THE RIGHT.  (CONTINUE SOUTH ON U.S. HIGHWAYS 283 AND 183
 DO0855'FOR 1.8 MILES TO REFERENCE MARK 3 ON THE LEFT) TURN RIGHT
 DO0855'AND GO WEST ON THE DRIVEWAY LEADING TO MR. JOE THORPS HOME
 DO0855'FOR 0.05 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO SOUTHWEST
 DO0855'ON THE TRACK ROAD FOR 0.1 MILE TO A METAL GATE.  PASS THROUGH
 DO0855'THE GATE THEN LEFT, SOUTH, OFF TRACK ROAD AND GO SOUTHERLY
 DO0855'ON THE SOUTH SIDE OF CORRAL FOR 0.2 MILE TO THE EAST SIDE
 DO0855'OF A LOW RIDGE AND THE STATION.
 DO0855'
 DO0855'STATION MARKS ARE STANDARD DISKS STAMPED ANDREWS 1935.  THE
 DO0855'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DO0855'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND
 DO0855'SURFACE.  IT IS ON THE EAST EDGE OF THE LOW RIDGE.
 DO0855'
 DO0855'REFERENCE MARK 1, A STANDARD DISK STAMPED ANDREWS NO 1 1935,
 DO0855'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0855'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 DO0855'
 DO0855'REFERENCE MARK 2, A STANDARD DISK STAMPED ANDREWS NO 2 1935,
 DO0855'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0855'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 DO0855'
 DO0855'REFERENCE MARK 3, A STANDARD DISK STAMPED ANDREWS 1935 NO
 DO0855'3 1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0855'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48
 DO0855'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAYS 183 AND 283,
 DO0855'27 FEET SOUTH OF THE CENTER OF A CATTLEGUARD AND 4.5 FEET
 DO0855'NORTH OF A METAL WITNESS POST.
 DO0855'
 DO0855'HEIGHT OF LIGHT ABOVE STATION MARK 58.6 FEET.
 DO0855'
 DO0855'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2
 DO0855'MILES SOUTH OF THROCKMORTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7094 ***********************************************************************
 AW7094  SACS        -  This is a Secondary Airport Control Station.
 AW7094  DESIGNATION -  ANG 1 30
 AW7094  PID         -  AW7094
 AW7094  STATE/COUNTY-  TX/HARRIS
 AW7094  USGS QUAD   -  FRIENDSWOOD (1995)
 AW7094
 AW7094                         *CURRENT SURVEY CONTROL
 AW7094  ___________________________________________________________________
 AW7094* NAD 83(1993)-  29 37 15.79346(N)    095 09 55.47067(W)     ADJUSTED  
 AW7094* NAVD 88     -         9.40   (meters)      30.8    (feet)  GPS OBS   
 AW7094  ___________________________________________________________________
 AW7094  X           -    -499,594.894 (meters)                     COMP
 AW7094  Y           -  -5,526,588.354 (meters)                     COMP
 AW7094  Z           -   3,133,917.581 (meters)                     COMP
 AW7094  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW7094  ELLIP HEIGHT-         -17.76  (meters)          (01/29/01) GPS OBS
 AW7094  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW7094
 AW7094  HORZ ORDER  -  FIRST
 AW7094  ELLP ORDER  -  FIFTH     CLASS I
 AW7094
 AW7094.This mark is at Ellington Fld (EFD) Airport (EFD)
 AW7094
 AW7094.The horizontal coordinates were established by GPS observations
 AW7094.and adjusted by the National Geodetic Survey in March 1997..
 AW7094
 AW7094.The orthometric height was determined by GPS observations and a
 AW7094.high-resolution geoid model.
 AW7094
 AW7094.GPS derived orthometric heights for airport stations designated as
 AW7094.PACS or SACS are published to 2 decimal places.  This maintains
 AW7094.centimeter relative accuracy between the PACS and SACS.  It does
 AW7094.not indicate centimeter accuracy relative to other marks which are
 AW7094.part of the NAVD 88 network.
 AW7094
 AW7094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7094
 AW7094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7094
 AW7094.The ellipsoidal height was determined by GPS observations
 AW7094.and is referenced to NAD 83.
 AW7094
 AW7094.The geoid height was determined by GEOID03.
 AW7094
 AW7094;                    North         East     Units Scale Factor Converg.
 AW7094;SPC TXSC     - 4,204,214.492   971,270.350   MT  0.99987567   +1 52 43.0
 AW7094;SPC TXSC     -13,793,327.05  3,186,576.14   sFT  0.99987567   +1 52 43.0
 AW7094;UTM  15      - 3,278,755.076   290,336.739   MT  1.00014242   -1 04 14.4
 AW7094
 AW7094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7094!SPC TXSC     -   1.00000279  x   0.99987567  =   0.99987846
 AW7094!UTM  15      -   1.00000279  x   1.00014242  =   1.00014521
 AW7094
 AW7094                          SUPERSEDED SURVEY CONTROL
 AW7094
 AW7094  ELLIP H (03/20/97)  -17.62   (m)                       GP(       ) 5 1
 AW7094  NAD 83(1993)-  29 37 15.79267(N)    095 09 55.46998(W) AD(       ) 2
 AW7094  ELLIP H (02/16/96)  -17.64   (m)                       GP(       ) 5 1
 AW7094  NAD 83(1986)-  29 37 15.80807(N)    095 09 55.45136(W) AD(       ) 2
 AW7094  NGVD 29 (03/26/93)    9.4    (m)           31.     (f) GPS OBS        
 AW7094
 AW7094.Superseded values are not recommended for survey control.
 AW7094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7094.See file dsdata.txt to determine how the superseded data were derived.
 AW7094
 AW7094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9033778755(NAD 83)
 AW7094_MARKER: A = ALUMINUM MARKER
 AW7094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7094_SP_SET: CONCRETE POST
 AW7094_STAMPING: ANG 1 30 R 11550.17
 AW7094_MARK LOGO: NOS   
 AW7094_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7094+STABILITY: SURFACE MOTION
 AW7094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7094+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1994
 AW7094
 AW7094  HISTORY     - Date     Condition        Report By
 AW7094  HISTORY     - 1985     MONUMENTED       NOS
 AW7094  HISTORY     - 19900615 GOOD             NGS
 AW7094  HISTORY     - 19921022 GOOD
 AW7094  HISTORY     - 19941125 GOOD             NGS
 AW7094
 AW7094                          STATION DESCRIPTION
 AW7094
 AW7094'DESCRIBED BY NATIONAL OCEAN SERVICE 1985
 AW7094'THE STATION IS LOCATED ON ELLINGTON FIELD, ON THE NORTHWEST SIDE OF
 AW7094'THE AIRPORT, WEST OF STOP WAY 17R.
 AW7094'TO REACH THE STATION CONTACT MUST FIRST BE MADE WITH AIRPORT
 AW7094'OPERATIONS, 510 ELLINGTON FIELD, HOUSTON, TEXAS, 77034, 713-481-2828.
 AW7094'THIS STATION IS LOCATED WITHIN THE CONTROLLED MOVEMENT AREA OF THIS
 AW7094'FIELD.
 AW7094'THE STATION IS A BRASS CAP STAMPED---ANG 1 30 11550.17--- SET THE TOP
 AW7094'OF A 15 INCH CONCRETE MONUMENT THAT IS PROJECTING 0.2 FT (6.1 CM)
 AW7094'ABOVE THE GROUND. THE STATION IS THE THIRD MONUMENT WEST OF CENTERLINE
 AW7094'END OF STOPWAY 17R. THE STATION IS 302.5 FT (92.2 M) WEST OF
 AW7094'CENTERLINE END OF STOPWAY 17R, 174.5 FT (53.2 M) NORTH OF THE
 AW7094'CENTERLINE OF THE EAST-WEST SERVICE ROAD, 154.7 FT (47.2 M) NORTH
 AW7094'NORTHWEST OF THE CENTER OF THE NORTH HEAD WALL OF THE CULVERT UNDER
 AW7094'THE EAST-WEST SERVICE ROAD, AND 122.0 FT (37.2 M) WEST OF THE
 AW7094'CENTERLINE OF THE SOUTH SERVICE ROAD.
 AW7094
 AW7094                          STATION RECOVERY (1990)
 AW7094
 AW7094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AW7094'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF THE AIRPORT, 302.5 FT
 AW7094'(92.2 M) WEST OF C/L END STOPWAY 17R, 122 FT (37.2 M) WEST OF THE C/L
 AW7094'OF NORTH-SOUTH SERVICE ROAD, 174.5 FT (53.2 M) NORTH OF THE C/L OF
 AW7094'EAST-WEST SERVICE ROAD AND 154.7 FT (47.2 M) NORTH NORTHWST OF THE
 AW7094'CENTER OF THE NORTH HEADWALL OF CULVERT UNDER EAST-WEST SERVICE ROAD.
 AW7094'THE STATION IS A BRASS CAP STAMPED ANG 1 30 R 11550.17 SET IN THE TOP
 AW7094'OF A 15 INCH CONCRETE MONUMENT PROJECTING 0.2 FT (6.1 CM) ABOVE
 AW7094'GROUND.  THE STATION IS THE THIRD MONUMENT WEST OF C/L END STOPWAY 17R
 AW7094'IN A ROW OF MONUMENTS.
 AW7094
 AW7094                          STATION RECOVERY (1992)
 AW7094
 AW7094'RECOVERED 1992
 AW7094'RECOVERED IN GOOD CONDITION.
 AW7094
 AW7094                          STATION RECOVERY (1994)
 AW7094
 AW7094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW7094'RECOVERED AS DESCRIBED WITH ADDITIONAL COMMENTS.  THIS AIRPORT
 AW7094'REQUIRES SECURITY ESCORT..........  TO REACH THE STATION FROM THE MAIN
 AW7094'GATE, PROCEED NORTHWEST ON THE CHALLENGER AVENUE FOR 0.1 MI (0.2 KM)
 AW7094'TO THE INTERSECTION WITH AEROSPACE AVENUE.  TURN RIGHT (NORTHEAST)
 AW7094'ONTO AEROSPACE AVENUE AND CONTINUE FOR 0.3 TO INTERSECTION WITH
 AW7094'BRANTLEY AVE.  TURN RIGHT (WEST) AND CONTINUE FOR 0.4 MI (0.6 KM) TO
 AW7094'GOODWIN ROAD.  FOLLOW GOODWIN ROAD FOR 0.1 MI (0.2 KM) TO THE
 AW7094'PERIMETER ROAD GATE.  CONTINUE THROUGH THE GATE AND TURN LEFT (NORTH)
 AW7094'AND CONTINUE NORTH ON THE PRIMARY TAXIWAY FOR 1.8 MI (2.9 KM) TO THE
 AW7094'STATION ON THE RIGHT, AT THE NORTHWEST END OF 17R/35L OVER-RUN.  FOR
 AW7094'ACCESS TO THE AIRPORT, CONTACT MR.  ERNIE HALL, OPERATIONS SUPERVISOR,
 AW7094'DEPARTMENT OF AVIATION, BUILDING 510, ELLLINGTON FIELD, HOUSTON,
 AW7094'TEXAS, 77034, PHONE (713) -481-2828 OR CONTACT MR.  ALOYSIUS M.
 AW7094'STEPCHINSKI, AIRFIELD INSPECTOR, BUILDING 510, ELLINGTON FIELD,
 AW7094'HOUSTON, TEXAS, 77034, PHONE (713) -484-9024.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1310 ***********************************************************************
 AJ1310  DESIGNATION -  ANGELES
 AJ1310  PID         -  AJ1310
 AJ1310  STATE/COUNTY-  TX/WEBB
 AJ1310  USGS QUAD   -  BRUNI (1972)
 AJ1310
 AJ1310                         *CURRENT SURVEY CONTROL
 AJ1310  ___________________________________________________________________
 AJ1310* NAD 83(1993)-  27 28 39.87238(N)    098 50 14.94509(W)     ADJUSTED  
 AJ1310* NAVD 88     -       237.2    (meters)     778.     (feet)  VERTCON   
 AJ1310  ___________________________________________________________________
 AJ1310  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AJ1310  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AJ1310
 AJ1310  HORZ ORDER  -  FIRST
 AJ1310
 AJ1310.The horizontal coordinates were established by classical geodetic methods
 AJ1310.and adjusted by the National Geodetic Survey in February 1996..
 AJ1310
 AJ1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1310
 AJ1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1310
 AJ1310.The geoid height was determined by GEOID03.
 AJ1310
 AJ1310;                    North         East     Units Scale Factor Converg.
 AJ1310;SPC TX S     - 5,200,698.883   266,648.104   MT  0.99992927   -0 09 11.6
 AJ1310;SPC TX S     -17,062,626.25    874,827.99   sFT  0.99992927   -0 09 11.6
 AJ1310;UTM  14      - 3,039,361.908   516,055.296   MT  0.99960318   +0 04 29.9
 AJ1310
 AJ1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1310!SPC TX S     -   0.99996665  x   0.99992927  =   0.99989592
 AJ1310!UTM  14      -   0.99996665  x   0.99960318  =   0.99956984
 AJ1310
 AJ1310|---------------------------------------------------------------------|
 AJ1310| PID    Reference Object                     Distance      Geod. Az  |
 AJ1310|                                                           dddmmss.s |
 AJ1310| CV2454 ANGELES RM 1                          7.553 METERS 00741     |
 AJ1310| AJ1351 BRUNI COASTAL STATES PIPE MAST      APPROX. 6.2 KM 0641253.3 |
 AJ1310| CV2456 ANGELES RM 3                                       1805139.8 |
 AJ1310| CV2455 ANGELES RM 2                          8.434 METERS 26511     |
 AJ1310|---------------------------------------------------------------------|
 AJ1310
 AJ1310                          SUPERSEDED SURVEY CONTROL
 AJ1310
 AJ1310  NAD 83(1986)-  27 28 39.87599(N)    098 50 14.91848(W) AD(       ) 1
 AJ1310  NAD 27      -  27 28 38.76243(N)    098 50 13.84384(W) AD(       ) 1
 AJ1310  NGVD 29 (07/19/86)  237.2    (m)          778.     (f) VERT ANG       
 AJ1310
 AJ1310.Superseded values are not recommended for survey control.
 AJ1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1310.See file dsdata.txt to determine how the superseded data were derived.
 AJ1310
 AJ1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR1605539362(NAD 83)
 AJ1310_MARKER: DS = TRIANGULATION STATION DISK
 AJ1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1310_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1310
 AJ1310  HISTORY     - Date     Condition        Report By
 AJ1310  HISTORY     - 1974     MONUMENTED       NGS
 AJ1310
 AJ1310                          STATION DESCRIPTION
 AJ1310
 AJ1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1310'THE STATION IS LOCATED ABOUT 2-1/4 MILES WEST OF THE WEBB-DUVAL
 AJ1310'COUNTY LINE, 3-1/2 MILES NORTH OF BRUNI, 15 MILES NORTHWEST OF
 AJ1310'HEBBRONVILLE AND ON HIGHWAY RIGHT-OF-WAY.
 AJ1310'
 AJ1310'TO REACH THE STATION FROM THE POST OFFICE IN BRUNI, GO WEST ON STATE
 AJ1310'HIGHWAY 359 FOR 0.1 MILE TO A SIDE ROAD RIGHT, FARM ROAD 2050.
 AJ1310'TURN RIGHT AND GO NORTH ON ROAD 2050 FOR 3.0 MILES TO REFERENCE
 AJ1310'MARK 3 ON THE LEFT AT A CULVERT.  CONTINUE NORTH FOR 0.4 MILE TO
 AJ1310'THE STATION ON THE RIGHT.
 AJ1310'
 AJ1310'STATION MARKS ARE STANDARD DISKS, STAMPED ANGELES 1974.  THE UPPER
 AJ1310'OF THE DISKS IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 AJ1310'MONUMENT THAT IS 8 INCHES BELOW THE GROUND SURFACE.  THE LOWER OF
 AJ1310'THE DISKS IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 AJ1310'BELOW THE GROUND SURFACE.  THE STATION IS 27.5 FEET EAST OF THE
 AJ1310'CENTER OF FARM ROAD 2050 AND 4 FEET WEST OF A FENCE AND A WITNESS
 AJ1310'POST.
 AJ1310'
 AJ1310'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANGELES NO 1 1974, SET
 AJ1310'IN THE TOP OF A 12 INCH CYLINDRICAL MONUMENT, THAT PROJECTS 4 INCHES
 AJ1310'ABOVE THE GROUND.  IT IS 49.0 FEET EAST OF THE CENTER OF THE ROAD,
 AJ1310'24.5 FEET NORTH OF THE WITNESS POST, 1 FOOT WEST OF THE FENCE AND
 AJ1310'ABOUT 2 FEET HIGHER THAN THE STATION.
 AJ1310'
 AJ1310'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANGELES NO 2 1974, SET
 AJ1310'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AJ1310'WITH THE GROUND.  IT IS 31.5 FEET WEST OF THE WITNESS POST, 18 FEET
 AJ1310'EAST OF THE CENTER OF THE ROAD, 8 FEET EAST OF THE EDGE OF THE
 AJ1310'PAVEMENT AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AJ1310'
 AJ1310'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ANGELES NO 3 AZ 1974,
 AJ1310'CEMENTED IN A DRILL HOLE IN A CONCRETE CULVERT.  IT IS 16.2 FEET
 AJ1310'WEST OF THE CENTER OF THE ROAD, 2.8 FEET NORTH OF THE SOUTH END OF
 AJ1310'THE CULVERT HEADWALL, 1.6 FEET SOUTH-SOUTHEAST OF A WITNESS POST, 0.7
 AJ1310'FOOT SOUTH OF THE NORTH END OF THE CULVERT HEADWALL AND ABOUT 1
 AJ1310'FOOT LOWER THAN THE ROAD.  THIS MARK SERVES AS THE AZIMUTH MARK.
 AJ1310'
 AJ1310'NEAREST TOWN--BRUNI.
 AJ1310'
 AJ1310'HEIGHT OF LIGHT ABOVE STATION MARK 1.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0643 ***********************************************************************
 AO0643  DESIGNATION -  ANGELES
 AO0643  PID         -  AO0643
 AO0643  STATE/COUNTY-  TX/LA SALLE
 AO0643  USGS QUAD   -  CAYMAN LAKE (1969)
 AO0643
 AO0643                         *CURRENT SURVEY CONTROL
 AO0643  ___________________________________________________________________
 AO0643* NAD 83(1993)-  28 36 33.33346(N)    098 56 09.50340(W)     ADJUSTED  
 AO0643* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 AO0643  ___________________________________________________________________
 AO0643  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AO0643  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AO0643
 AO0643  HORZ ORDER  -  FIRST
 AO0643
 AO0643.The horizontal coordinates were established by classical geodetic methods
 AO0643.and adjusted by the National Geodetic Survey in February 1996..
 AO0643
 AO0643.The orthometric height was scaled from a topographic map.
 AO0643
 AO0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0643
 AO0643.The geoid height was determined by GEOID03.
 AO0643
 AO0643;                    North         East     Units Scale Factor Converg.
 AO0643;SPC TXSC     - 4,085,997.172   606,261.664   MT  0.99994282   +0 01 52.9
 AO0643;SPC TXSC     -13,405,475.72  1,989,043.48   sFT  0.99994282   +0 01 52.9
 AO0643;UTM  14      - 3,164,697.825   506,259.518   MT  0.99960048   +0 01 50.4
 AO0643
 AO0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0643!SPC TXSC     -   0.99998225  x   0.99994282  =   0.99992507
 AO0643!UTM  14      -   0.99998225  x   0.99960048  =   0.99958274
 AO0643
 AO0643|---------------------------------------------------------------------|
 AO0643| PID    Reference Object                     Distance      Geod. Az  |
 AO0643|                                                           dddmmss.s |
 AO0643| CV3649 ANGELES RM 2                         27.054 METERS 21746     |
 AO0643| CV3647 ANGELES AZ MK                                      3195048.6 |
 AO0643| CV3648 ANGELES RM 1                         22.079 METERS 34017     |
 AO0643|---------------------------------------------------------------------|
 AO0643
 AO0643                          SUPERSEDED SURVEY CONTROL
 AO0643
 AO0643  NAD 83(1986)-  28 36 33.33512(N)    098 56 09.48112(W) AD(       ) 1
 AO0643  NAD 27      -  28 36 32.39100(N)    098 56 08.37700(W) AD(       ) 1
 AO0643
 AO0643.Superseded values are not recommended for survey control.
 AO0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0643.See file dsdata.txt to determine how the superseded data were derived.
 AO0643
 AO0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS0626064698(NAD 83)
 AO0643_MARKER: DS = TRIANGULATION STATION DISK
 AO0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0643
 AO0643  HISTORY     - Date     Condition        Report By
 AO0643  HISTORY     - 1952     MONUMENTED       CGS
 AO0643  HISTORY     - 1953     GOOD             CGS
 AO0643  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AO0643  HISTORY     - 1980     SEE DESCRIPTION  LOCENG
 AO0643
 AO0643                          STATION DESCRIPTION
 AO0643
 AO0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0643'THE STATION IS LOCATED ABOUT 14.5 MILES EAST-SOUTHEAST OF
 AO0643'DILLEY AND ABOUT 9.5 MILES WEST-NORTHWEST OF ZELLA.
 AO0643'
 AO0643'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97
 AO0643'AND FARM ROAD 140 IN CHARLOTTE.  GO SOUTHWEST ON STATE HIGHWAY
 AO0643'97 FOR 11.4 MILES TO A CROSSROAD AT THE SOUTH EDGE OF THE
 AO0643'VILLAGE OF HINDES.  TURN RIGHT, WEST, AND GO 0.1 MILE ON
 AO0643'DIRT ROAD TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON THE
 AO0643'MAIN ROAD WEST AND SOUTH FOR 3.05 MILES TO A SIDE ROAD RIGHT.
 AO0643'TURN RIGHT, WEST, AND GO 7.9 MILES TO A SIDE ROAD LEFT.  TURN
 AO0643'LEFT, SOUTH, AND GO 3.1 MILES TO A Y-FORK.  TURN RIGHT,
 AO0643'CONTINUE ON THE MAIN ROAD FOR 2.1 MILES TO A CATTLE GUARD AND
 AO0643'STATION RUIZ ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.5
 AO0643'MILES TO A Y-FORK.  TURN LEFT AND GO 1.4 MILES TO A CATTLE
 AO0643'GUARD AND RANCH HOUSE ON THE RIGHT.  CONTINUE STRAIGHT
 AO0643'AHEAD ON THE MAIN ROAD FOR 1.5 MILES TO A WOOD GATE AND THE
 AO0643'AZIMUTH MARK ON THE LEFT.  PASS THROUGH GATE AND CONTINUE
 AO0643'STRAIGHT AHEAD ON A TRACK ROAD FOR 0.65 MILE TO A GATE
 AO0643'AND FENCE LINE.  TURN LEFT, NORTHEAST, AND GO 0.1 MILE TO A
 AO0643'GATE AND STATION SITE.
 AO0643'
 AO0643'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 AO0643'CONCRETE POST.  THE DISK IS STAMPED ANGELES 1952 AND IS SET
 AO0643'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 12 FEET NORTHWEST
 AO0643'OF A NORTHEAST-SOUTHWEST FENCE LINE, 13 FEET SOUTHWEST OF A
 AO0643'GATE AND 15 FEET NORTH OF A WHITE WITNESS POST.
 AO0643'
 AO0643'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 AO0643'CONCRETE CYLINDER.  THE DISK IS STAMPED ANGELES NO 1 1952 AND
 AO0643'PROJECTS 6 INCHES.  IT IS 1 FOOT SOUTHWEST OF A NORTHWEST-SOUTHEAST
 AO0643'FENCE LINE.
 AO0643'
 AO0643'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 AO0643'CONCRETE CYLINDER.  THE DISK IS STAMPED ANGELES NO 2 1952
 AO0643'AND PROJECTS 3 INCHES.  IT IS 1 FOOT NORTHWEST OF A
 AO0643'NORTHEAST-SOUTHWEST FENCE LINE.
 AO0643'
 AO0643'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 AO0643'CONCRETE CYLINDER.  THE DISK IS STAMPED ANGELES 1952 AND
 AO0643'PROJECTS 3 INCHES.  IT IS LOCATED 18 FEET NORTHEAST OF THE
 AO0643'CENTER OF A GATE, 6 FEET NORTHEAST OF A WHITE WITNESS POST
 AO0643'AND 1 FOOT SOUTHEAST OF A FENCE LINE.
 AO0643'
 AO0643'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AO0643
 AO0643                          STATION RECOVERY (1953)
 AO0643
 AO0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0643'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN
 AO0643'GOOD CONDITION, THE 1952 DESCRIPTION TO REACH THE STATION
 AO0643'IS ADEQUATE.
 AO0643
 AO0643                          STATION RECOVERY (1960)
 AO0643
 AO0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WLF)
 AO0643'STATION MARK WAS FOUND DESTROYED.  THE AZIMUTH MARK AND R.M.
 AO0643'1 AND R.M. 2 WERE FOUND IN GOOD CONDITION.
 AO0643
 AO0643                          STATION RECOVERY (1980)
 AO0643
 AO0643'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WCJ)
 AO0643'TRI-STATION DESTROYED.  PREVIOUS REPORT ON CONDITION MADE BY W.L.
 AO0643'FOOTE IN 1960.
 AO0643'
 AO0643'DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES WEST-NORTHWEST
 AO0643'OF TOWNSHIP ZELLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0835 ***********************************************************************
 CC0835  DESIGNATION -  ANGELES
 CC0835  PID         -  CC0835
 CC0835  STATE/COUNTY-  TX/REEVES
 CC0835  USGS QUAD   -  RED BLUFF (1968)
 CC0835
 CC0835                         *CURRENT SURVEY CONTROL
 CC0835  ___________________________________________________________________
 CC0835* NAD 83(1993)-  31 54 49.09159(N)    103 57 27.94065(W)     ADJUSTED  
 CC0835* NAVD 88     -       888.7    (meters)    2916.     (feet)  VERTCON   
 CC0835  ___________________________________________________________________
 CC0835  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 CC0835  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CC0835
 CC0835  HORZ ORDER  -  SECOND
 CC0835
 CC0835.The horizontal coordinates were established by classical geodetic methods
 CC0835.and adjusted by the National Geodetic Survey in February 1996..
 CC0835
 CC0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0835
 CC0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0835
 CC0835.The geoid height was determined by GEOID03.
 CC0835
 CC0835;                    North         East     Units Scale Factor Converg.
 CC0835;SPC TX C     - 3,254,684.611   357,253.591   MT  1.00000828   -1 52 00.5
 CC0835;SPC TX C     -10,678,077.76  1,172,089.49   sFT  1.00000828   -1 52 00.5
 CC0835;SPC NM E     -   101,353.941   200,519.091   MT  0.99992464   +0 11 54.8
 CC0835;SPC NM E     -   332,525.39    657,869.72   sFT  0.99992464   +0 11 54.8
 CC0835;UTM  13      - 3,531,336.844   598,539.597   MT  0.99971975   +0 33 03.7
 CC0835
 CC0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0835!SPC TX C     -   0.99986452  x   1.00000828  =   0.99987280
 CC0835!SPC NM E     -   0.99986452  x   0.99992464  =   0.99978917
 CC0835!UTM  13      -   0.99986452  x   0.99971975  =   0.99958431
 CC0835
 CC0835|---------------------------------------------------------------------|
 CC0835| PID    Reference Object                     Distance      Geod. Az  |
 CC0835|                                                           dddmmss.s |
 CC0835| CH7840 ANGELES RM 1                          8.559 METERS 08614     |
 CC0835| CC0536 RED ET                              APPROX. 8.7 KM 1565821.7 |
 CC0835| CH7841 ANGELES RM 2                          8.708 METERS 18432     |
 CC0835|---------------------------------------------------------------------|
 CC0835
 CC0835                          SUPERSEDED SURVEY CONTROL
 CC0835
 CC0835  NAD 83(1993)-  31 54 49.09143(N)    103 57 27.94024(W) AD(       ) 2
 CC0835  NAD 83(1986)-  31 54 49.09144(N)    103 57 27.93963(W) AD(       ) 2
 CC0835  NAD 27      -  31 54 48.64197(N)    103 57 26.22285(W) AD(       ) 2
 CC0835  NGVD 29 (07/19/86)  888.2    (m)         2914.     (f) VERT ANG       
 CC0835
 CC0835.Superseded values are not recommended for survey control.
 CC0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0835.See file dsdata.txt to determine how the superseded data were derived.
 CC0835
 CC0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER9854031337(NAD 83)
 CC0835_MARKER: DD = SURVEY DISK
 CC0835_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0835+WITH SETTING: INFORMATION.
 CC0835_SP_SET: PREFABRICATED CONCRETE POST
 CC0835
 CC0835  HISTORY     - Date     Condition        Report By
 CC0835  HISTORY     - 1969     MONUMENTED       USGS
 CC0835
 CC0835                          STATION DESCRIPTION
 CC0835
 CC0835'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (HH)
 CC0835'STATION IS LOCATED NORTH 24 DEG WEST ABOUT 6.5 MILES AIRLINE
 CC0835'FROM ORLA, NORTH 86 DEG WEST ABOUT 50 MILES AIRLINE FROM
 CC0835'KERMIT, AND 5 FEET SOUTH-SOUTHWEST OF USGS WITNESS SIGN MOUNTED
 CC0835'ON A METAL POST.
 CC0835'
 CC0835'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 285 AND FARM
 CC0835'ROAD 652 IN ORLA, GO NORTHWEST ALONG U.S. HIGHWAY 285 FOR 6.8
 CC0835'MILES TO TRACK ROAD EAST.  TURN RIGHT (EAST) ACROSS RAILROAD
 CC0835'TRACKS AND GO THROUGH GATE.  CONTINUE NORTHEAST ON VERY DIM
 CC0835'ROAD 0.3 MILE TO OLD GRADED ROAD.  TURN RIGHT ON OLD ROAD FOR
 CC0835'0.4 MILE TO TOP OF RIDGE.  TURN LEFT (NORTH) ACROSS COUNTRY
 CC0835'FOR 0.1 MILE TO TOP OF RIDGE AND STATION SITE.
 CC0835'
 CC0835'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CC0835'STEEL ROD DRIVEN TO REFUSAL (7 FEET), CENTERED IN AN ORANGEBURG
 CC0835'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 CC0835'THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED ANGELES
 CC0835'ET, 1969.
 CC0835'
 CC0835'REFERENCE MARK NO. 1--A USC AND GS AND TEXAS STATE TABLET
 CC0835'UNSTAMPED.  SET IN CONCRETE POST PROJECTING 0.3 FOOT.
 CC0835'
 CC0835'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE TABLET, CRIMPED
 CC0835'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (5 FEET),
 CC0835'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 CC0835'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH
 CC0835'WITH THE GROUND AND STAMPED ANGELES ET NO. 2 1969.
 CC0835'
 CC0835'STATION RED ET 1969 IS VISIBLE FROM GROUND AT THIS STATION
 CC0835'AND WILL SERVE AS AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2652 ***********************************************************************
 BY2652  DESIGNATION -  ANGELINA
 BY2652  PID         -  BY2652
 BY2652  STATE/COUNTY-  TX/ANGELINA
 BY2652  USGS QUAD   -  REDLAND (1980)
 BY2652
 BY2652                         *CURRENT SURVEY CONTROL
 BY2652  ___________________________________________________________________
 BY2652* NAD 83(1993)-  31 26 39.54779(N)    094 43 35.04464(W)     ADJUSTED  
 BY2652* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 BY2652  ___________________________________________________________________
 BY2652  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BY2652  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY2652
 BY2652  HORZ ORDER  -  THIRD
 BY2652
 BY2652.The horizontal coordinates were established by classical geodetic methods
 BY2652.and adjusted by the National Geodetic Survey in February 1996..
 BY2652
 BY2652.The orthometric height was scaled from a topographic map.
 BY2652
 BY2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2652
 BY2652.The geoid height was determined by GEOID03.
 BY2652
 BY2652;                    North         East     Units Scale Factor Converg.
 BY2652;SPC TX C     - 3,210,492.486 1,232,714.201   MT  0.99991152   +2 53 16.4
 BY2652;SPC TX C     -10,533,090.76  4,044,329.84   sFT  0.99991152   +2 53 16.4
 BY2652;UTM  15      - 3,480,134.923   335,944.993   MT  0.99993196   -0 54 02.9
 BY2652
 BY2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2652!SPC TX C     -   0.99999331  x   0.99991152  =   0.99990483
 BY2652!UTM  15      -   0.99999331  x   0.99993196  =   0.99992527
 BY2652
 BY2652|---------------------------------------------------------------------|
 BY2652| PID    Reference Object                     Distance      Geod. Az  |
 BY2652|                                                           dddmmss.s |
 BY2652| CV8019 ANGELINA RM 1                        16.287 METERS 00319     |
 BY2652| CV8020 ANGELINA RM 2                        22.688 METERS 18413     |
 BY2652| CV8018 ANGELINA AZ MK                                     3550712.7 |
 BY2652|---------------------------------------------------------------------|
 BY2652
 BY2652                          SUPERSEDED SURVEY CONTROL
 BY2652
 BY2652  NAD 83(1986)-  31 26 39.55761(N)    094 43 35.02954(W) AD(       ) 3
 BY2652  NAD 27      -  31 26 38.90000(N)    094 43 34.27600(W) AD(       ) 3
 BY2652
 BY2652.Superseded values are not recommended for survey control.
 BY2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2652.See file dsdata.txt to determine how the superseded data were derived.
 BY2652
 BY2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3594580135(NAD 83)
 BY2652_MARKER: DS = TRIANGULATION STATION DISK
 BY2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2652
 BY2652  HISTORY     - Date     Condition        Report By
 BY2652  HISTORY     - 1949     MONUMENTED       CGS
 BY2652
 BY2652                          STATION DESCRIPTION
 BY2652
 BY2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2652'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF LUFKIN,
 BY2652'0.7 MILE SOUTH OF THE ANGELINA RIVER AND IS SITUATED ON
 BY2652'TOP OF A BANK ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY 59.
 BY2652'IT IS 74 FEET EAST OF THE CENTER OF THE HIGHWAY, 42.5 FEET
 BY2652'WEST OF A NORTH-SOUTH FENCE AND 14 FEET SOUTHWEST OF A PINE
 BY2652'TREE.  IT IS STAMPED ANGELINA 1948 AND IS SET FLUSH WITH
 BY2652'THE GROUND.
 BY2652'
 BY2652'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY OF CUT BANK,
 BY2652'5.5 FEET SOUTHWEST OF A PINE TREE.  IT IS STAMPED ANGELINA
 BY2652'NO 1 1948 AND IS SET FLUSH WITH THE GROUND.
 BY2652'
 BY2652'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY OF CUT BANK, 4
 BY2652'FEET NORTH OF A PINE TREE.  IT IS STAMPED ANGELINA NO 2 1948
 BY2652'AND IS SET FLUSH WITH THE GROUND.
 BY2652'
 BY2652'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 59,
 BY2652'54 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE
 BY2652'OVER PROCELLA CREEK AND 34 FEET WEST OF THE CENTER OF THE
 BY2652'HIGHWAY.  IT IS STAMPED ANGELINA 1948 AND IS SET FLUSH WITH
 BY2652'THE GROUND.
 BY2652'
 BY2652'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN HIGHWAYS
 BY2652'AT STOP LIGHT (COURTHOUSE CORNER) IN NACOGDOCHES, GO SOUTHWESTERLY
 BY2652'ON U.S. HIGHWAY 59 FOR 11.55 MILE TO THE AZIMUTH MARK ON THE
 BY2652'RIGHT, CONTINUE SOUTH FOR 0.25 MILE TO THE TOP OF GRADE
 BY2652'AND THE STATION ON THE LEFT AS DESCRIBED.
 BY2652'
 BY2652'A 74 FOOT SIGNAL AT REDLAND IS VISIBLE AT 64 FEET.
 BY2652'
 BY2652'AN 87 FOOT SIGNAL AT CENTRAL IS VISIBLE AT 50 FEET.
 BY2652'
 BY2652'AN 87 FOOT SIGNAL AT VIOLET IS VISIBLE AT 50 FEET.
 BY2652'
 BY2652'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0882 ***********************************************************************
 CB0882  DESIGNATION -  ANGELO
 CB0882  PID         -  CB0882
 CB0882  STATE/COUNTY-  TX/TOM GREEN
 CB0882  USGS QUAD   -  TWIN BUTTES (1978)
 CB0882
 CB0882                         *CURRENT SURVEY CONTROL
 CB0882  ___________________________________________________________________
 CB0882* NAD 83(1993)-  31 25 42.30880(N)    100 32 12.25940(W)     ADJUSTED  
 CB0882* NAVD 88     -       676.6    (meters)    2220.     (feet)  VERTCON   
 CB0882  ___________________________________________________________________
 CB0882  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CB0882  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0882
 CB0882  HORZ ORDER  -  THIRD
 CB0882
 CB0882.The horizontal coordinates were established by classical geodetic methods
 CB0882.and adjusted by the National Geodetic Survey in February 1996..
 CB0882
 CB0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0882
 CB0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0882
 CB0882.The geoid height was determined by GEOID03.
 CB0882
 CB0882;                    North         East     Units Scale Factor Converg.
 CB0882;SPC TX C     - 3,195,319.272   680,663.071   MT  0.99990942   -0 06 17.2
 CB0882;SPC TX C     -10,483,309.98  2,233,142.09   sFT  0.99990942   -0 06 17.2
 CB0882;UTM  14      - 3,478,104.582   353,945.533   MT  0.99986311   -0 48 05.2
 CB0882
 CB0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0882!SPC TX C     -   0.99989755  x   0.99990942  =   0.99980698
 CB0882!UTM  14      -   0.99989755  x   0.99986311  =   0.99976068
 CB0882
 CB0882:                Primary Azimuth Mark                     Grid Az
 CB0882:SPC TX C     -  SHARP                                    199 23 45.7
 CB0882:UTM  14      -  SHARP                                    200 05 33.7
 CB0882
 CB0882|---------------------------------------------------------------------|
 CB0882| PID    Reference Object                     Distance      Geod. Az  |
 CB0882|                                                           dddmmss.s |
 CB0882| CB0883 SHARP                               APPROX.17.0 KM 1991728.5 |
 CB0882| CB0886 GUNNY                               APPROX.13.4 KM 3054534.2 |
 CB0882|---------------------------------------------------------------------|
 CB0882
 CB0882                          SUPERSEDED SURVEY CONTROL
 CB0882
 CB0882  NAD 83(1986)-  31 25 42.31568(N)    100 32 12.24511(W) AD(       ) 3
 CB0882  NAD 27      -  31 25 41.73498(N)    100 32 10.89488(W) AD(       ) 3
 CB0882  NGVD 29 (07/19/86)  676.4    (m)         2219.     (f) VERT ANG       
 CB0882
 CB0882.Superseded values are not recommended for survey control.
 CB0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0882.See file dsdata.txt to determine how the superseded data were derived.
 CB0882
 CB0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV5394678105(NAD 83)
 CB0882_MARKER: DD = SURVEY DISK
 CB0882_SETTING: 66 = SET IN ROCK OUTCROP
 CB0882_SP_SET: SET IN BEDROCK
 CB0882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0882+STABILITY: POSITION/ELEVATION WELL
 CB0882
 CB0882  HISTORY     - Date     Condition        Report By
 CB0882  HISTORY     - 1955     MONUMENTED       USGS
 CB0882
 CB0882                          STATION DESCRIPTION
 CB0882
 CB0882'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CB0882'STATION IS LOCATED ABOUT 3.0 MI. W. OF SAN ANGELO, ON THE HIGHEST
 CB0882'POINT, AND E. END OF A SMALL MESA.
 CB0882'
 CB0882'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 67 AND FARM ROAD 853,
 CB0882'AT THE W. EDGE OF SAN ANGELO, GO W. ON U.S. HIGHWAY 67 FOR 3.1 MI.
 CB0882'TO RD. N., TURN RIGHT (N.) AND GO 0.6 MI. TO CROSSROADS, LEAVE RD.
 CB0882'AND DRIVE ACROSS COUNTRY TO W. FOR 0.15 MI. TO BASE OF HILL AND END
 CB0882'OF TRUCK TRAVEL, PACK W. FOR ABOUT 10 MINUTES TO HIGHEST POINT AND
 CB0882'STATION.
 CB0882'
 CB0882'STATION MARK--STANDARD TABLET, STAMPED ---ANGELO 1955---, AND SET
 CB0882'IN BEDROCK.
 CB0882'
 CB0882'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1178 ***********************************************************************
 AW1178  DESIGNATION -  ANGLETON
 AW1178  PID         -  AW1178
 AW1178  STATE/COUNTY-  TX/BRAZORIA
 AW1178  USGS QUAD   -  ANGLETON (1974)
 AW1178
 AW1178                         *CURRENT SURVEY CONTROL
 AW1178  ___________________________________________________________________
 AW1178* NAD 83(1993)-  29 09 08.58817(N)    095 26 31.01546(W)     ADJUSTED  
 AW1178* NAVD 88     -         7.86   (+/-2cm)      25.8    (feet)  VERTCON   
 AW1178  ___________________________________________________________________
 AW1178  X           -    -528,680.657 (meters)                     COMP
 AW1178  Y           -  -5,549,487.796 (meters)                     COMP
 AW1178  Z           -   3,088,653.424 (meters)                     COMP
 AW1178  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AW1178  ELLIP HEIGHT-         -18.82  (meters)          (02/16/96) GPS OBS
 AW1178  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW1178
 AW1178  HORZ ORDER  -  FIRST
 AW1178  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1178  ELLP ORDER  -  FIFTH     CLASS I
 AW1178
 AW1178.The horizontal coordinates were established by classical geodetic methods
 AW1178.and adjusted by the National Geodetic Survey in February 1996..
 AW1178
 AW1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1178.The vertical order pertains to the NGVD 29 superseded value.
 AW1178
 AW1178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1178
 AW1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1178
 AW1178.The ellipsoidal height was determined by GPS observations
 AW1178.and is referenced to NAD 83.
 AW1178
 AW1178.The geoid height was determined by GEOID03.
 AW1178
 AW1178;                    North         East     Units Scale Factor Converg.
 AW1178;SPC TXSC     - 4,151,451.018   946,083.921   MT  0.99986828   +1 44 35.3
 AW1178;SPC TXSC     -13,620,218.88  3,103,943.66   sFT  0.99986828   +1 44 35.3
 AW1178;UTM  15      - 3,227,335.582   262,465.988   MT  1.00029630   -1 11 24.4
 AW1178
 AW1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1178!SPC TXSC     -   1.00000296  x   0.99986828  =   0.99987124
 AW1178!UTM  15      -   1.00000296  x   1.00029630  =   1.00029926
 AW1178
 AW1178|---------------------------------------------------------------------|
 AW1178| PID    Reference Object                     Distance      Geod. Az  |
 AW1178|                                                           dddmmss.s |
 AW1178| AW6835 ANGLETON RM 4                        21.050 METERS 01650     |
 AW1178| AW6836 ANGLETON MUNICIPAL TANK             APPROX. 1.6 KM 0274700.2 |
 AW1178| CV5960 ANGLETON AZ MK                                     0320423.2 |
 AW1178| CV5961 ANGLETON RM 3                        31.782 METERS 05507     |
 AW1178| AM0425 BRAZOS RIVER LIGHTHOUSE             APPROX.26.4 KM 1502851.9 |
 AW1178| AW3957 ANGLETON RM 1                        23.598 METERS 16318     |
 AW1178| AW3956 ANGLETON RM 2                                      22955     |
 AW1178|---------------------------------------------------------------------|
 AW1178
 AW1178                          SUPERSEDED SURVEY CONTROL
 AW1178
 AW1178  NAD 83(1986)-  29 09 08.60091(N)    095 26 30.99819(W) AD(       ) 1
 AW1178  NAD 27      -  29 09 07.72500(N)    095 26 30.21500(W) AD(       ) 1
 AW1178  NGVD 29 (??/??/92)    7.868  (m)           25.81   (f) ADJ UNCH    1 1
 AW1178
 AW1178.Superseded values are not recommended for survey control.
 AW1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1178.See file dsdata.txt to determine how the superseded data were derived.
 AW1178
 AW1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6246627336(NAD 83)
 AW1178_MARKER: DS = TRIANGULATION STATION DISK
 AW1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1178_SP_SET: CONCRETE POST
 AW1178_STAMPING: ANGLETON 1931
 AW1178_MARK LOGO: CGS   
 AW1178_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1178+STABILITY: SURFACE MOTION
 AW1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW1178+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 AW1178
 AW1178  HISTORY     - Date     Condition        Report By
 AW1178  HISTORY     - 1931     MONUMENTED       CGS
 AW1178  HISTORY     - 1937     GOOD             TXHD
 AW1178  HISTORY     - 1942     GOOD             CGS
 AW1178  HISTORY     - 1950     GOOD             CGS
 AW1178  HISTORY     - 1952     GOOD             CGS
 AW1178  HISTORY     - 1954     GOOD             CGS
 AW1178  HISTORY     - 1959     GOOD             HUMBLE
 AW1178  HISTORY     - 1973     GOOD             NGS
 AW1178  HISTORY     - 1978     GOOD             NGS
 AW1178  HISTORY     - 1980     GOOD             NGS
 AW1178  HISTORY     - 1980     GOOD             LOCSUR
 AW1178  HISTORY     - 1990     GOOD             USPSQD
 AW1178  HISTORY     - 19921125 GOOD             NOS
 AW1178  HISTORY     - 20030426 GOOD             USPSQD
 AW1178  HISTORY     - 20060827 GOOD             INDIV
 AW1178
 AW1178                          STATION DESCRIPTION
 AW1178
 AW1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW1178'ABOUT 1 MILE SW OF THE TOWN OF ANGLETON, ON LAND OWNED AND
 AW1178'OCCUPIED BY A MR. JAMISON, 40 FEET N OF CENTER LINE OF ROAD,
 AW1178'12.1 FEET N OF FENCE N OF ROAD, 157.7 FEET NE OF NE GATEPOST
 AW1178'OF MAIN GATE TO JAMISONS GROUNDS, AND 269.8 FEET E OF S
 AW1178'BRICK PIER AT STEPS ON E SIDE OF HIS HOUSE.
 AW1178'
 AW1178'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW1178'DISKS SET IN CONCRETE.
 AW1178'
 AW1178'SURFACE MARK IS FLUSH WITH GROUND.
 AW1178'
 AW1178'REFERENCE MARK NO. 1 IS IN RIGHT-OF-WAY FENCE ON N SIDE
 AW1178'OF GULF COAST RAILROAD, 32 FEET S OF CENTER LINE OF DIRT
 AW1178'ROAD, 144 FEET E OF E GATEPOST MENTIONED ABOVE, AND 77.5
 AW1178'FEET FROM STATION.
 AW1178'
 AW1178'REFERENCE MARK NO. 2 IS IN THE SW INTERSECTION OF RIGHT-OF-WAY
 AW1178'AND A DIRT ROAD LEADING S, IN N RIGHT-OF-WAY FENCE CORNER
 AW1178'AT POINT WHERE POWER LINE CROSSES RAILROAD, 14 YARDS (PACED)
 AW1178'N OF N RAIL, AND 0.2 MILE FROM STATION.
 AW1178'
 AW1178'STATION REACHED FROM ANGLETONS MAIN CORNER 0.5 MILE W ON
 AW1178'STATE ROAD 58, TO DIRT ROAD LEADING S.  FOLLOW DIRT ROAD
 AW1178'0.7 MILE TO RAILROAD, AND TURN DOWN TRACK SW 0.1 MILE TO
 AW1178'STATION.
 AW1178
 AW1178                          STATION RECOVERY (1937)
 AW1178
 AW1178'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW1178'STATION RECOVERED IN GOOD CONDITION.  NO ATTEMPT WAS MADE
 AW1178'TO RECOVER REFERENCE MARK.  THE FOLLOWING CHANGES TO BE
 AW1178'MADE IN DESCRIPTION.  FOR LINE WHICH READS 12.1 FEET N OF
 AW1178'FENCE N OF ROAD, SUBSTITUTE IN FENCE LINE OF FENCE N OF
 AW1178'ROAD.  ALSO THE WORDS DIRT ROAD SHOULD BE CHANGED TO SHELL
 AW1178'ROAD THROUGHOUT THE DESCRIPTION.
 AW1178
 AW1178                          STATION RECOVERY (1942)
 AW1178
 AW1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW1178'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW1178'CONDITION.
 AW1178'
 AW1178'STATION IS ON THE PROPERTY OF MR. JAMISON, ABOUT 250 FEET
 AW1178'SOUTHEAST OF HIS HOUSE, ABOUT 162 FEET NORTHEAST OF THE
 AW1178'CENTER OF DRIVEWAY TO HOUSE, 38.7 FEET NORTHWEST OF THE
 AW1178'CENTERLINE OF ASPHALT ROAD, IN THE FENCE LINE ON NORTH SIDE
 AW1178'OF THE ROAD, AND 3 FEET SOUTHWEST OF A 4 X 4 INCH WOODEN
 AW1178'MARKER POST.  IT IS STAMPED ANGLETON 1931.  THE
 AW1178'TOP OF THE MONUMENT IS ABOUT ONE FOOT BELOW THE SURFACE
 AW1178'OF THE GROUND.  R.M. NO. 1 IS 77.5 FEET SOUTHEASTERLY FROM
 AW1178'THE STATION, 49 FEET NORTH OF THE CENTERLINE OF MAIN TRACK
 AW1178'OF THE GULF COAST RAILROAD, 34.5 FEET SOUTH OF THE
 AW1178'CENTERLINE OF ASPHALT ROAD AND 1.0 FEET SOUTH OF
 AW1178'RIGHT-OF-WAY FENCE.  IT IS STAMPED ANGLETON NO
 AW1178'1 1931.  THE MONUMENT PROJECTS ABOUT 0.6 FOOT.  R.M. NO.
 AW1178'2 IS ABOUT 0.2 MILE SOUTHWESTERLY FROM THE STATION, 47.8 FEET NORTH
 AW1178'OF THE CENTERLINE OF THE MAIN TRACK OF THE GULF COAST
 AW1178'RAILROAD, 2 FEET SOUTH OF RIGHT-OF-WAY FENCE AT A POINT WHERE
 AW1178'POWERLINE CROSSES RAILROAD, 39.9 FEET SOUTHEAST OF THE
 AW1178'CENTERLINE OF ASPHALT ROAD, 39.6 FEET SOUTHWEST OF THE
 AW1178'CENTERLINE OF DIRT ROAD LEADING SOUTH ACROSS THE TRACKS.  IT
 AW1178'IS STAMPED ANGLETON NO. 2 1931.  THE MONUMENT
 AW1178'PROJECTS ABOUT 0.3 FOOT.
 AW1178
 AW1178                          STATION RECOVERY (1950)
 AW1178
 AW1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RCD)
 AW1178'STATION IS LOCATED 0.7 MILE SW ALONG THE ST. LOUIS, BROWNSVILLE
 AW1178'AND MEXICO RAILROAD FROM THE STATION AT ANGLETON, 250 FEET
 AW1178'E OF A LARGE WHITE FARMHOUSE, 119 FEET NW OF THE NW RAIL
 AW1178'OF THE MAIN TRACK, 168 FEET NE OF THE CENTER LINE OF A PRIVATE
 AW1178'DRIVEWAY LEADING TO A FARMHOUSE, 38 FEET NW OF THE CENTER
 AW1178'LINE OF AN ASPHALT ROAD, 4 FEET N OF A POWER POLE, 1 FOOT
 AW1178'NW OF A WITNESS POST, AND IN A FENCE LINE.
 AW1178'
 AW1178'STATION MARK IS A STANDARD STATION DISK, SET IN THE TOP
 AW1178'OF A CONCRETE POST WHICH IS 0.8 FOOT BELOW THE TOP OF THE
 AW1178'GROUND, AND IS STAMPED ANGLETON 1931.
 AW1178'
 AW1178'REFERENCE MARK 1 IS 77.3 FEET S OF THE STATION.  IT IS A
 AW1178'STANDARD REFERENCE DISK AND IS STAMPED ANGLETON NO 1 1931.
 AW1178'
 AW1178'REFERENCE MARK 2 IS 0.25 MILE SW OF THE STATION, AT THE
 AW1178'CROSSING OF A ROAD LEADING S, 39 FEET SW OF THE CENTER LINE
 AW1178'OF A SHELL ROAD, 45 FEET NW OF THE NW RAIL OF THE RAILROAD,
 AW1178'2 FEET SE OF A FENCE CORNER, AND 14 FEET N OF A CATTLE GUARD.
 AW1178'MARK IS A STANDARD REFERENCE DISK, SET IN THE TOP OF A CONCRETE
 AW1178'POST, AND IS STAMPED ANGLETON NO 2 1931.
 AW1178
 AW1178                          STATION RECOVERY (1952)
 AW1178
 AW1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW1178'THE STATION, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 AW1178'NUMBER 2 WERE RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE
 AW1178'MARK NUMBER 3 AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS
 AW1178'PARTY.
 AW1178'
 AW1178'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AW1178'
 AW1178'THE STATION IS LOCATED IN A RIGHT-OF-WAY FENCE LINE ABOUT
 AW1178'1 MILE SOUTHWEST OF ANGLETON.  IT IS 157 FEET NORTHEAST
 AW1178'OF THE NORTHEAST END OF A CATTLE GUARD, 40 FEET NORTH OF
 AW1178'THE CENTER OF A MACADAM ROAD, 11 FEET EAST-SOUTHEAST OF
 AW1178'A POWER LINE POLE, 5 FEET NORTH OF A POWER LINE POLE WITH
 AW1178'A TRANSFORMER AND 1 FOOT NORTH OF A WITNESS POST.  IT IS STAMPED
 AW1178'ANGLETON 1931 AND IS 5 INCHES BELOW THE SURFACE.  AND
 AW1178'
 AW1178'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF THE CENTER OF A
 AW1178'MACADAM ROAD, 18.5 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 AW1178'SIDING AND 1 FOOT SOUTH OF A FENCE LINE.  IT IS STAMPED
 AW1178'ANGLETON NO 1 1931 AND PROJECTS 10 INCHES.
 AW1178'
 AW1178'REFERENCE MARK NO. 2 IS 43 FEET WEST OF THE CENTER OF A
 AW1178'GRAVELED ROAD, 36 FEET SOUTH OF THE CENTER OF A SHELL ROAD,
 AW1178'18 FEET NORTH OF THE NORTH RAIL OF A RAILROAD SIDING AND
 AW1178'3 FEET SOUTHWEST OF A FENCE CORNER POST.  IT IS STAMPED
 AW1178'ANGLETON NO 2 1931 AND PROJECTS 6 INCHES.
 AW1178'
 AW1178'REFERENCE MARK NO. 3 IS 106 FEET EAST OF A HIGH LINE POLE
 AW1178'WITH A TRANSFORMER, 38 FEET NORTH OF THE CENTER OF A MACADAM
 AW1178'ROAD AND 2 FEET SOUTH OF A FENCE LINE.  IT IS STAMPED ANGLETON
 AW1178'NO 3 1931 AND PROJECTS 6 INCHES.
 AW1178'
 AW1178'THE AZIMUTH MARK IS LOCATED 24 FEET SOUTH OF THE CENTER
 AW1178'OF A SHELL ROAD, 10 FEET WEST OF A POWER LINE AND TELEPHONE
 AW1178'POLE AND 1 FOOT NORTH OF A FENCE.  IT IS STAMPED ANGLETON
 AW1178'1931 RESET 1952 AND PROJECTS 5 INCHES.
 AW1178'
 AW1178'TO REACH THE STATION FROM THE POST OFFICE IN ANGLETON, GO
 AW1178'SOUTH ON STATE HIGHWAY 288 FOR 0.1 MILE TO STATE HIGHWAY
 AW1178'35.  TURN RIGHT AND GO WESTERLY ON STATE HIGHWAY 35 FOR
 AW1178'0.55 MILE TO A T ROAD LEFT, TURN LEFT AND GO SOUTH ON A
 AW1178'MACADAM ROAD FOR 0.45 MILE TO A T ROAD LEFT (TURN LEFT AND
 AW1178'GO EAST ON A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK
 AW1178'ON THE RIGHT AS DESCRIBED.).  CONTINUE SOUTH AND SOUTHWEST
 AW1178'ON THE MACADAM ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT
 AW1178'AS DESCRIBED.
 AW1178
 AW1178                          STATION RECOVERY (1954)
 AW1178
 AW1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW1178'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1952
 AW1178'AND ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 AW1178'A DISCREPANCY WAS FOUND IN THE MEASUREMENT TO REFERENCE
 AW1178'MARK NO. 3, AS SHOWN BELOW.
 AW1178'
 AW1178'REFERENCE MARK NO. 4 WAS ESTABLISHED AND OCCUPIED BY THIS
 AW1178'PARTY TO ELIMINATE FURTHER ECCENTRIC POINTS BEING ESTABLISHED
 AW1178'AND TOWERS BUILT OVER THEM AT THE REQUEST OF MR. BERT M.
 AW1178'JAMISON, PROPERTY OWNER.  THE MARK, A STANDARD DISK SET
 AW1178'IN A CONCRETE MONUMENT, IS 120 FEET SOUTHEAST OF A FENCE
 AW1178'CORNER POST AND POWER LINE POLE AND 42 FEET NORTH OF A FENCE.
 AW1178'THE DISK IS STAMPED ANGLETON NO 4 1931, AND THE MARK IS
 AW1178'4 INCHES BELOW THE SURFACE OF THE GROUND.
 AW1178'
 AW1178'A GROUND SET-UP WAS MADE OVER FOR ANGLETON 1931 TO CHECK FOR
 AW1178'POSSIBLE DISTURBANCES OF THE MARKS.
 AW1178
 AW1178                          STATION RECOVERY (1959)
 AW1178
 AW1178'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1959 (CRM)
 AW1178'TRIANGULATION STATION ANGLETON, AZIMUTH MARKER (1952), REFERENCE
 AW1178'MONUMENTS NO. 1 AND 2 FOUND AS DESCRIBED.  REFERENCE MONUMENT
 AW1178'NO. 3 DESTROYED BY ROAD GRADER.
 AW1178
 AW1178                          STATION RECOVERY (1973)
 AW1178
 AW1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1178'0.7 MI SW FROM ANGLETON.
 AW1178'0.7 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1178'STATION AT ANGLETON, 118.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 AW1178'MAIN TRACK, 103.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE
 AW1178'TRACK, 250.0 FEET EAST OF A LARGE WHITE HOUSE, 168.0 FEET NORTHEAST OF
 AW1178'THE CENTER LINE OF A DRIVE TO HOUSE, 38.0 FEET NORTHWEST OF THE CENTER
 AW1178'LINE OF A PAVED ROAD, 4.0 FEET NORTH OF A POWER POLE WITH TRANSFORMER,
 AW1178'0.5 FOOT NORTHWEST OF A FENCE, 1.0 FOOT NORTHWEST OF A WITNESS POST,
 AW1178'AND SET IN THE TOP OF A CONCRETE POST 0.8 FOOT BELOW THE LEVEL OF THE
 AW1178'GROUND.
 AW1178
 AW1178                          STATION RECOVERY (1978)
 AW1178
 AW1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1178'RECOVERED IN GOOD CONDITION.
 AW1178
 AW1178                          STATION RECOVERY (1980)
 AW1178
 AW1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 AW1178'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  NONE
 AW1178'OF THE REFERENCE MARKS WERE FOUND.  THE AZIMUTH MARK WAS NOT
 AW1178'SEARCHED FOR.
 AW1178'
 AW1178'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI SW OF
 AW1178'ANGLETON.
 AW1178
 AW1178                          STATION RECOVERY (1980)
 AW1178
 AW1178'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AW1178'RECOVERED IN GOOD CONDITION.
 AW1178
 AW1178                          STATION RECOVERY (1990)
 AW1178
 AW1178'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW1178'RECOVERED IN GOOD CONDITION.
 AW1178
 AW1178                          STATION RECOVERY (1992)
 AW1178
 AW1178'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW1178'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 AW1178'IS LOCATED 1.0 MILE (1.6 KM) SOUTHWEST OF ANGLETON, 0.8 MILE
 AW1178'(1.3 KM) NORTHEAST ALONG COUNTY ROAD 290 FROM THE OVERPASS OF STATE
 AW1178'ROUTE 288, NORTHWEST AND ACROSS COUNTY ROAD 290 FROM THE MISSOURI AND
 AW1178'PACIFIC COMPANY RAILROAD MILEPOST 219 1/2.
 AW1178'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 288 BUSINESS
 AW1178'AND STATE ROUTE 35 (MULBERRY STREET) IN ANGLETON, PROCEED 0.5 MI
 AW1178'(0.8 KM) WEST ALONG STATE ROUTE 35, THENCE TURN LEFT AND PROCEED
 AW1178'SOUTH 0.7 MI (1.1 KM) ALONG WALKER STREET AND ALONG THE EAST SIDE OF
 AW1178'THE WESTSIDE SCHOOL, THENCE TURN RIGHT AND PROCEED SOUTHWEST 0.15
 AW1178'MILE (0.24 KM) ALONG COUNTY ROAD 290 TO RAILROAD MILEPOST 219 1/2 ON
 AW1178'THE LEFT AND THE STATION ON THE RIGHT.
 AW1178'THE STATION IS A STANDARD BRASS CGS TRIANGULATION STATION DISK
 AW1178'STAMPED---ANGLETON 1931---AND SET IN TOP OF A ROUND CONCRETE MONUMENT
 AW1178'WHICH IS RECESSED 6 INCHES BELOW GROUND.  IT IS ABOUT 250 FT
 AW1178'(76.2 M) EAST OF A LARGE WHITE HOUSE, 168 FT (51.2 M) NORTHEAST OF
 AW1178'THE CENTER OF A GRAVEL DRIVE LEADING TO THE HOUSE, 118.0 FT (36.0 M)
 AW1178'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK OF THE MISSOURI
 AW1178'PACIFIC COMPANY RAILROAD, 103.5 FT (31.5 M) NORTHWEST OF THE
 AW1178'NORTHWEST RAIL OF A SIDE TRACK, 88.5 FT (27.0 M) SOUTHWEST FROM THE
 AW1178'SOUTHWEST END OF A LINE OF TREES ALONG THE NORTHWEST SIDE OF THE
 AW1178'COUNTY ROAD, 38.0 FT (11.6 M) NORTHWEST OF THE CENTERLINE OF THE
 AW1178'COUNTY ROAD, 4.0 FT (1.2 M) DUE NORTH OF A WOOD POWER POLE WITH A
 AW1178'STREET LIGHT AND NUMBERED 2642, 2.0 FT (0.6 M) NORTHWEST OF A METAL
 AW1178'WITNESS POST AND PLAQUE.
 AW1178
 AW1178                          STATION RECOVERY (2003)
 AW1178
 AW1178'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1178'RECOVERED IN GOOD CONDITION.
 AW1178
 AW1178                          STATION RECOVERY (2006)
 AW1178
 AW1178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 AW1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5352 ***********************************************************************
 DF5352  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5352  DESIGNATION -  ANGLETON 1 CORS ARP
 DF5352  CORS_ID     -  ANG1
 DF5352  PID         -  DF5352
 DF5352  STATE/COUNTY-  TX/BRAZORIA
 DF5352  USGS QUAD   -  ROSHARON (1974)
 DF5352
 DF5352                         *CURRENT SURVEY CONTROL
 DF5352  ___________________________________________________________________
 DF5352* NAD 83(CORS)-  29 18 05.29299(N)    095 29 06.23786(W)     ADJUSTED  
 DF5352* NAVD 88     -                                                        
 DF5352  ___________________________________________________________________
 DF5352  EPOCH DATE  -        2002.00
 DF5352  X           -    -532,086.380 (meters)                     COMP
 DF5352  Y           -  -5,541,066.211 (meters)                     COMP
 DF5352  Z           -   3,103,079.391 (meters)                     COMP
 DF5352  ELLIP HEIGHT-          -8.14  (meters)          (10/??/05) GPS OBS
 DF5352  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DF5352
 DF5352  HORZ ORDER  -  SPECIAL (CORS)
 DF5352  ELLP ORDER  -  SPECIAL (CORS)
 DF5352
 DF5352.ITRF positions are available for this station.
 DF5352.The coordinates were established by GPS observations
 DF5352.and adjusted by the National Geodetic Survey in October 2005..
 DF5352.The coordinates are valid at the epoch date displayed above.
 DF5352.The epoch date for horizontal control is a decimal equivalence
 DF5352.of Year/Month/Day.
 DF5352
 DF5352
 DF5352.The PID for the CORS L1 Phase Center is DF5888.
 DF5352
 DF5352.Photographs are available for this station.
 DF5352
 DF5352.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5352
 DF5352.The ellipsoidal height was determined by GPS observations
 DF5352.and is referenced to NAD 83.
 DF5352
 DF5352.The geoid height was determined by GEOID03.
 DF5352
 DF5352;                    North         East     Units Scale Factor Converg.
 DF5352;SPC TXSC     - 4,167,838.982   941,394.765   MT  0.99986341   +1 43 19.2
 DF5352;SPC TXSC     -13,673,985.06  3,088,559.32   sFT  0.99986341   +1 43 19.2
 DF5352
 DF5352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5352!SPC TXSC     -   1.00000128  x   0.99986341  =   0.99986469
 DF5352
 DF5352                          SUPERSEDED SURVEY CONTROL
 DF5352
 DF5352  NAD 83(CORS)-  29 18 05.29378(N)    095 29 06.23801(W) AD(2002.00) c
 DF5352  ELLIP H (05/??/03)   -8.16   (m)                       GP(2002.00) c c
 DF5352
 DF5352.Superseded values are not recommended for survey control.
 DF5352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5352.See file dsdata.txt to determine how the superseded data were derived.
 DF5352
 DF5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5862143950(NAD 83)
 DF5352_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5352
 DF5352                          STATION DESCRIPTION
 DF5352
 DF5352'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DF5352'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5352'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5352'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5352'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5352'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5888 ***********************************************************************
 DF5888  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5888  DESIGNATION -  ANGLETON 1 CORS L1 PHASE CENTER
 DF5888  CORS_ID     -  ANG1
 DF5888  PID         -  DF5888
 DF5888  STATE/COUNTY-  TX/BRAZORIA
 DF5888  USGS QUAD   -  ROSHARON (1974)
 DF5888
 DF5888                         *CURRENT SURVEY CONTROL
 DF5888  ___________________________________________________________________
 DF5888* NAD 83(CORS)-  29 18 05.29295(N)    095 29 06.23789(W)     ADJUSTED  
 DF5888* NAVD 88     -                                                        
 DF5888  ___________________________________________________________________
 DF5888  EPOCH DATE  -        2002.00
 DF5888  X           -    -532,086.388 (meters)                     COMP
 DF5888  Y           -  -5,541,066.289 (meters)                     COMP
 DF5888  Z           -   3,103,079.434 (meters)                     COMP
 DF5888  ELLIP HEIGHT-          -8.05  (meters)          (10/??/05) GPS OBS
 DF5888  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DF5888
 DF5888  HORZ ORDER  -  SPECIAL (CORS)
 DF5888  ELLP ORDER  -  SPECIAL (CORS)
 DF5888
 DF5888.ITRF positions are available for this station.
 DF5888.The coordinates were established by GPS observations
 DF5888.and adjusted by the National Geodetic Survey in October 2005..
 DF5888.The coordinates are valid at the epoch date displayed above.
 DF5888.The epoch date for horizontal control is a decimal equivalence
 DF5888.of Year/Month/Day.
 DF5888
 DF5888
 DF5888.The PID for the CORS ARP is DF5352.
 DF5888
 DF5888.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5888
 DF5888.The ellipsoidal height was determined by GPS observations
 DF5888.and is referenced to NAD 83.
 DF5888
 DF5888.The geoid height was determined by GEOID03.
 DF5888
 DF5888;                    North         East     Units Scale Factor Converg.
 DF5888;SPC TXSC     - 4,167,838.981   941,394.764   MT  0.99986341   +1 43 19.2
 DF5888;SPC TXSC     -13,673,985.06  3,088,559.32   sFT  0.99986341   +1 43 19.2
 DF5888
 DF5888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5888!SPC TXSC     -   1.00000126  x   0.99986341  =   0.99986467
 DF5888
 DF5888                          SUPERSEDED SURVEY CONTROL
 DF5888
 DF5888  NAD 83(CORS)-  29 18 05.29374(N)    095 29 06.23804(W) AD(2002.00) c
 DF5888  ELLIP H (05/??/03)   -8.07   (m)                       GP(2002.00) c c
 DF5888
 DF5888.Superseded values are not recommended for survey control.
 DF5888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5888.See file dsdata.txt to determine how the superseded data were derived.
 DF5888
 DF5888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5862143950(NAD 83)
 DF5888_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF5888
 DF5888                          STATION DESCRIPTION
 DF5888
 DF5888'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF5888'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5888'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5888'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5888'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5888'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5873 ***********************************************************************
 DF5873  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5873  DESIGNATION -  ANGLETON 2 CORS ARP
 DF5873  CORS_ID     -  ANG2
 DF5873  PID         -  DF5873
 DF5873  STATE/COUNTY-  TX/BRAZORIA
 DF5873  USGS QUAD   -  ROSHARON (1974)
 DF5873
 DF5873                         *CURRENT SURVEY CONTROL
 DF5873  ___________________________________________________________________
 DF5873* NAD 83(CORS)-  29 18 05.90545(N)    095 29 05.49861(W)     ADJUSTED  
 DF5873* NAVD 88     -                                                        
 DF5873  ___________________________________________________________________
 DF5873  EPOCH DATE  -        2002.00
 DF5873  X           -    -532,065.647 (meters)                     COMP
 DF5873  Y           -  -5,541,059.027 (meters)                     COMP
 DF5873  Z           -   3,103,095.889 (meters)                     COMP
 DF5873  ELLIP HEIGHT-          -8.03  (meters)          (10/??/05) GPS OBS
 DF5873  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DF5873
 DF5873  HORZ ORDER  -  SPECIAL (CORS)
 DF5873  ELLP ORDER  -  SPECIAL (CORS)
 DF5873
 DF5873.ITRF positions are available for this station.
 DF5873.The coordinates were established by GPS observations
 DF5873.and adjusted by the National Geodetic Survey in October 2005..
 DF5873.The coordinates are valid at the epoch date displayed above.
 DF5873.The epoch date for horizontal control is a decimal equivalence
 DF5873.of Year/Month/Day.
 DF5873
 DF5873
 DF5873.The PID for the CORS L1 Phase Center is DH7237.
 DF5873
 DF5873.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5873
 DF5873.The ellipsoidal height was determined by GPS observations
 DF5873.and is referenced to NAD 83.
 DF5873
 DF5873.The geoid height was determined by GEOID03.
 DF5873
 DF5873;                    North         East     Units Scale Factor Converg.
 DF5873;SPC TXSC     - 4,167,858.428   941,414.137   MT  0.99986341   +1 43 19.6
 DF5873;SPC TXSC     -13,674,048.86  3,088,622.88   sFT  0.99986341   +1 43 19.6
 DF5873
 DF5873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5873!SPC TXSC     -   1.00000126  x   0.99986341  =   0.99986467
 DF5873
 DF5873                          SUPERSEDED SURVEY CONTROL
 DF5873
 DF5873  NAD 83(CORS)-  29 18 05.90543(N)    095 29 05.49869(W) AD(2002.00) c
 DF5873
 DF5873.Superseded values are not recommended for survey control.
 DF5873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5873.See file dsdata.txt to determine how the superseded data were derived.
 DF5873
 DF5873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5864143968(NAD 83)
 DF5873_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5873
 DF5873                          STATION DESCRIPTION
 DF5873
 DF5873'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DF5873'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5873'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5873'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5873'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5873'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7237 ***********************************************************************
 DH7237  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7237  DESIGNATION -  ANGLETON 2 CORS L1 PHASE CENTER
 DH7237  CORS_ID     -  ANG2
 DH7237  PID         -  DH7237
 DH7237  STATE/COUNTY-  TX/BRAZORIA
 DH7237  USGS QUAD   -  ROSHARON (1974)
 DH7237
 DH7237                         *CURRENT SURVEY CONTROL
 DH7237  ___________________________________________________________________
 DH7237* NAD 83(CORS)-  29 18 05.90541(N)    095 29 05.49864(W)     ADJUSTED  
 DH7237* NAVD 88     -                                                        
 DH7237  ___________________________________________________________________
 DH7237  EPOCH DATE  -        2002.00
 DH7237  X           -    -532,065.656 (meters)                     COMP
 DH7237  Y           -  -5,541,059.105 (meters)                     COMP
 DH7237  Z           -   3,103,095.932 (meters)                     COMP
 DH7237  ELLIP HEIGHT-          -7.94  (meters)          (10/??/05) GPS OBS
 DH7237  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DH7237
 DH7237  HORZ ORDER  -  SPECIAL (CORS)
 DH7237  ELLP ORDER  -  SPECIAL (CORS)
 DH7237
 DH7237.ITRF positions are available for this station.
 DH7237.The coordinates were established by GPS observations
 DH7237.and adjusted by the National Geodetic Survey in October 2005..
 DH7237.The coordinates are valid at the epoch date displayed above.
 DH7237.The epoch date for horizontal control is a decimal equivalence
 DH7237.of Year/Month/Day.
 DH7237
 DH7237
 DH7237.The PID for the CORS ARP is DF5873.
 DH7237
 DH7237.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7237
 DH7237.The ellipsoidal height was determined by GPS observations
 DH7237.and is referenced to NAD 83.
 DH7237
 DH7237.The geoid height was determined by GEOID03.
 DH7237
 DH7237;                    North         East     Units Scale Factor Converg.
 DH7237;SPC TXSC     - 4,167,858.427   941,414.136   MT  0.99986341   +1 43 19.6
 DH7237;SPC TXSC     -13,674,048.86  3,088,622.88   sFT  0.99986341   +1 43 19.6
 DH7237
 DH7237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7237!SPC TXSC     -   1.00000125  x   0.99986341  =   0.99986466
 DH7237
 DH7237                          SUPERSEDED SURVEY CONTROL
 DH7237
 DH7237  NAD 83(CORS)-  29 18 05.90539(N)    095 29 05.49872(W) AD(2002.00) c
 DH7237
 DH7237.Superseded values are not recommended for survey control.
 DH7237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7237.See file dsdata.txt to determine how the superseded data were derived.
 DH7237
 DH7237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5864143968(NAD 83)
 DH7237_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7237
 DH7237                          STATION DESCRIPTION
 DH7237
 DH7237'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7237'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7237'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7237'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7237'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7237'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3602 ***********************************************************************
 DH3602  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3602  DESIGNATION -  ANGLETON CORS ARP
 DH3602  CORS_ID     -  TXAG
 DH3602  PID         -  DH3602
 DH3602  STATE/COUNTY-  TX/BRAZORIA
 DH3602  USGS QUAD   -  ANGLETON (1974)
 DH3602
 DH3602                         *CURRENT SURVEY CONTROL
 DH3602  ___________________________________________________________________
 DH3602* NAD 83(CORS)-  29 09 50.97286(N)    095 25 08.42326(W)     ADJUSTED  
 DH3602* NAVD 88     -                                                        
 DH3602  ___________________________________________________________________
 DH3602  EPOCH DATE  -        2002.00
 DH3602  X           -    -526,398.797 (meters)                     COMP
 DH3602  Y           -  -5,549,069.698 (meters)                     COMP
 DH3602  Z           -   3,089,795.038 (meters)                     COMP
 DH3602  ELLIP HEIGHT-         -14.66  (meters)          (06/??/05) GPS OBS
 DH3602  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DH3602
 DH3602  HORZ ORDER  -  SPECIAL (CORS)
 DH3602  ELLP ORDER  -  SPECIAL (CORS)
 DH3602
 DH3602.ITRF positions are available for this station.
 DH3602.The coordinates were established by GPS observations
 DH3602.and adjusted by the National Geodetic Survey in June 2005..
 DH3602.The coordinates are valid at the epoch date displayed above.
 DH3602.The epoch date for horizontal control is a decimal equivalence
 DH3602.of Year/Month/Day.
 DH3602
 DH3602
 DH3602.The PID for the CORS L1 Phase Center is DH3603.
 DH3602
 DH3602.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3602
 DH3602.The ellipsoidal height was determined by GPS observations
 DH3602.and is referenced to NAD 83.
 DH3602
 DH3602.The geoid height was determined by GEOID03.
 DH3602
 DH3602;                    North         East     Units Scale Factor Converg.
 DH3602;SPC TXSC     - 4,152,823.302   948,274.825   MT  0.99986765   +1 45 15.7
 DH3602;SPC TXSC     -13,624,721.12  3,111,131.66   sFT  0.99986765   +1 45 15.7
 DH3602
 DH3602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3602!SPC TXSC     -   1.00000230  x   0.99986765  =   0.99986995
 DH3602
 DH3602                          SUPERSEDED SURVEY CONTROL
 DH3602
 DH3602.No superseded survey control is available for this station.
 DH3602
 DH3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6472528594(NAD 83)
 DH3602_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3602
 DH3602                          STATION DESCRIPTION
 DH3602
 DH3602'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3602'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3602'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3602'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3602'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3602'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3603 ***********************************************************************
 DH3603  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3603  DESIGNATION -  ANGLETON CORS L1 PHASE CENTER
 DH3603  CORS_ID     -  TXAG
 DH3603  PID         -  DH3603
 DH3603  STATE/COUNTY-  TX/BRAZORIA
 DH3603  USGS QUAD   -  ANGLETON (1974)
 DH3603
 DH3603                         *CURRENT SURVEY CONTROL
 DH3603  ___________________________________________________________________
 DH3603* NAD 83(CORS)-  29 09 50.97287(N)    095 25 08.42324(W)     ADJUSTED  
 DH3603* NAVD 88     -                                                        
 DH3603  ___________________________________________________________________
 DH3603  EPOCH DATE  -        2002.00
 DH3603  X           -    -526,398.802 (meters)                     COMP
 DH3603  Y           -  -5,549,069.759 (meters)                     COMP
 DH3603  Z           -   3,089,795.072 (meters)                     COMP
 DH3603  ELLIP HEIGHT-         -14.59  (meters)          (06/??/05) GPS OBS
 DH3603  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DH3603
 DH3603  HORZ ORDER  -  SPECIAL (CORS)
 DH3603  ELLP ORDER  -  SPECIAL (CORS)
 DH3603
 DH3603.ITRF positions are available for this station.
 DH3603.The coordinates were established by GPS observations
 DH3603.and adjusted by the National Geodetic Survey in June 2005..
 DH3603.The coordinates are valid at the epoch date displayed above.
 DH3603.The epoch date for horizontal control is a decimal equivalence
 DH3603.of Year/Month/Day.
 DH3603
 DH3603
 DH3603.The PID for the CORS ARP is DH3602.
 DH3603
 DH3603.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3603
 DH3603.The ellipsoidal height was determined by GPS observations
 DH3603.and is referenced to NAD 83.
 DH3603
 DH3603.The geoid height was determined by GEOID03.
 DH3603
 DH3603;                    North         East     Units Scale Factor Converg.
 DH3603;SPC TXSC     - 4,152,823.303   948,274.826   MT  0.99986765   +1 45 15.7
 DH3603;SPC TXSC     -13,624,721.12  3,111,131.66   sFT  0.99986765   +1 45 15.7
 DH3603
 DH3603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3603!SPC TXSC     -   1.00000229  x   0.99986765  =   0.99986994
 DH3603
 DH3603                          SUPERSEDED SURVEY CONTROL
 DH3603
 DH3603.No superseded survey control is available for this station.
 DH3603
 DH3603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6472528594(NAD 83)
 DH3603_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3603
 DH3603                          STATION DESCRIPTION
 DH3603
 DH3603'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3603'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3603'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3603'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3603'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3603'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3957 ***********************************************************************
 AW3957  DESIGNATION -  ANGLETON RM 1
 AW3957  PID         -  AW3957
 AW3957  STATE/COUNTY-  TX/BRAZORIA
 AW3957  USGS QUAD   -  ANGLETON (1974)
 AW3957
 AW3957                         *CURRENT SURVEY CONTROL
 AW3957  ___________________________________________________________________
 AW3957* NAD 83(1986)-  29 09 09.     (N)    095 26 30.     (W)     SCALED    
 AW3957* NAVD 88     -         8.45   (+/-2cm)      27.7    (feet)  VERTCON   
 AW3957  ___________________________________________________________________
 AW3957  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW3957
 AW3957  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3957
 AW3957.The horizontal coordinates were scaled from a topographic map and have
 AW3957.an estimated accuracy of +/- 6 seconds.
 AW3957
 AW3957.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3957.The vertical order pertains to the NGVD 29 superseded value.
 AW3957
 AW3957.The geoid height was determined by GEOID03.
 AW3957
 AW3957;                    North         East    Units  Estimated Accuracy
 AW3957;SPC TXSC     - 4,151,470.      946,110.      MT  (+/- 180 meters Scaled)
 AW3957
 AW3957                          SUPERSEDED SURVEY CONTROL
 AW3957
 AW3957  NGVD 29 (??/??/92)    8.454  (m)           27.74   (f) ADJ UNCH    1 2
 AW3957
 AW3957.Superseded values are not recommended for survey control.
 AW3957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3957.See file dsdata.txt to determine how the superseded data were derived.
 AW3957
 AW3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN624273(NAD 83)
 AW3957_MARKER: DR = REFERENCE MARK DISK
 AW3957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3957_STAMPING: ANGLETON NO. 1 1931
 AW3957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3957+STABILITY: SURFACE MOTION
 AW3957
 AW3957  HISTORY     - Date     Condition        Report By
 AW3957  HISTORY     - 1931     MONUMENTED       CGS
 AW3957  HISTORY     - 1959     GOOD             NGS
 AW3957  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3957  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW3957
 AW3957                          STATION DESCRIPTION
 AW3957
 AW3957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3957'0.7 MI SW FROM ANGLETON.
 AW3957'0.7 MILE SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AW3957'RAILROAD FROM THE STATION AT ANGLETON, 46 1/2 FEET NORTHWEST OF THE
 AW3957'NORTHWEST RAIL OF THE MAIN TRACK, 77 1/2 FEET SOUTHEAST OF
 AW3957'TRIANGULATION STATION ANGLETON 1931, 35 FEET SOUTHEAST OF THE CENTER
 AW3957'LINE OF A SHELL ROAD, 1 FOOT SOUTHEAST OF A FENCE, AND IN THE TOP OF A
 AW3957'CONCRETE POST PROJECTING 7 INCHES.
 AW3957
 AW3957                          STATION RECOVERY (1973)
 AW3957
 AW3957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3957'MARK NOT FOUND.
 AW3957
 AW3957                          STATION RECOVERY (1997)
 AW3957
 AW3957'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3956 ***********************************************************************
 AW3956  DESIGNATION -  ANGLETON RM 2
 AW3956  PID         -  AW3956
 AW3956  STATE/COUNTY-  TX/BRAZORIA
 AW3956  USGS QUAD   -  ANGLETON (1974)
 AW3956
 AW3956                         *CURRENT SURVEY CONTROL
 AW3956  ___________________________________________________________________
 AW3956* NAD 83(1986)-  29 09 02.     (N)    095 26 40.     (W)     SCALED    
 AW3956* NAVD 88     -         7.87   (+/-2cm)      25.8    (feet)  VERTCON   
 AW3956  ___________________________________________________________________
 AW3956  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW3956
 AW3956  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3956
 AW3956.The horizontal coordinates were scaled from a topographic map and have
 AW3956.an estimated accuracy of +/- 6 seconds.
 AW3956
 AW3956.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3956.The vertical order pertains to the NGVD 29 superseded value.
 AW3956
 AW3956.The geoid height was determined by GEOID03.
 AW3956
 AW3956;                    North         East    Units  Estimated Accuracy
 AW3956;SPC TXSC     - 4,151,240.      945,850.      MT  (+/- 180 meters Scaled)
 AW3956
 AW3956                          SUPERSEDED SURVEY CONTROL
 AW3956
 AW3956  NGVD 29 (??/??/92)    7.876  (m)           25.84   (f) ADJ UNCH    1 2
 AW3956
 AW3956.Superseded values are not recommended for survey control.
 AW3956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3956.See file dsdata.txt to determine how the superseded data were derived.
 AW3956
 AW3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN622271(NAD 83)
 AW3956_MARKER: DR = REFERENCE MARK DISK
 AW3956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3956_STAMPING: ANGLETON NO.2 1931
 AW3956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3956+STABILITY: SURFACE MOTION
 AW3956
 AW3956  HISTORY     - Date     Condition        Report By
 AW3956  HISTORY     - 1931     MONUMENTED       CGS
 AW3956  HISTORY     - 1959     GOOD             NGS
 AW3956  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3956  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW3956
 AW3956                          STATION DESCRIPTION
 AW3956
 AW3956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3956'0.9 MI SW FROM ANGLETON.
 AW3956'0.9 MILE SOUTHWEST ALONG THE ST. LOUIS, BROWNVILLE AND MEXICO RAILROAD
 AW3956'FROM THE STATION AT ANGLETON, ABOUT 0.15 MILE SOUTHWEST OF A LARGE
 AW3956'WHITE FARMHOUSE, AT A SHELL ROAD CROSSING, 47 1/2 FEET NORTHWEST OF
 AW3956'THE NORTHWEST RAIL OF THE TRACK, 17 FEET NORTHWEST OF THE NORTHWEST
 AW3956'RAIL OF A SIDE TRACK, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW3956'SHELL ROAD, 39 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 3
 AW3956'FEET SOUTH OF A FENCE CORNER POST, AND IN THE TOP OF A CONCRETE POST
 AW3956'PROJECTING 7 INCHES.
 AW3956
 AW3956                          STATION RECOVERY (1973)
 AW3956
 AW3956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3956'MARK NOT FOUND.
 AW3956
 AW3956                          STATION RECOVERY (1997)
 AW3956
 AW3956'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6835 ***********************************************************************
 AW6835  DESIGNATION -  ANGLETON RM 4
 AW6835  PID         -  AW6835
 AW6835  STATE/COUNTY-  TX/BRAZORIA
 AW6835  USGS QUAD   -  ANGLETON (1974)
 AW6835
 AW6835                         *CURRENT SURVEY CONTROL
 AW6835  ___________________________________________________________________
 AW6835* NAD 83(1993)-  29 09 09.24254(N)    095 26 30.78984(W)     ADJUSTED  
 AW6835* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AW6835  ___________________________________________________________________
 AW6835  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AW6835  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW6835
 AW6835  HORZ ORDER  -  SECOND
 AW6835
 AW6835.The horizontal coordinates were established by classical geodetic methods
 AW6835.and adjusted by the National Geodetic Survey in February 1996..
 AW6835
 AW6835.The orthometric height was scaled from a topographic map.
 AW6835
 AW6835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6835
 AW6835.The geoid height was determined by GEOID03.
 AW6835
 AW6835;                    North         East     Units Scale Factor Converg.
 AW6835;SPC TXSC     - 4,151,471.338   946,089.402   MT  0.99986827   +1 44 35.4
 AW6835;SPC TXSC     -13,620,285.55  3,103,961.65   sFT  0.99986827   +1 44 35.4
 AW6835;UTM  15      - 3,227,355.604   262,472.505   MT  1.00029626   -1 11 24.3
 AW6835
 AW6835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6835!SPC TXSC     -   1.00000294  x   0.99986827  =   0.99987121
 AW6835!UTM  15      -   1.00000294  x   1.00029626  =   1.00029920
 AW6835
 AW6835:                Primary Azimuth Mark                     Grid Az
 AW6835:SPC TXSC     -  ANGLETON MUNICIPAL TANK                  026 11 16.2
 AW6835:UTM  15      -  ANGLETON MUNICIPAL TANK                  029 07 15.9
 AW6835
 AW6835|---------------------------------------------------------------------|
 AW6835| PID    Reference Object                     Distance      Geod. Az  |
 AW6835|                                                           dddmmss.s |
 AW6835| AW6836 ANGLETON MUNICIPAL TANK             APPROX. 1.6 KM 0275551.6 |
 AW6835| AW6834 ANGLETON RAD STA KKB 929 MAST       APPROX. 2.1 KM 0283215.2 |
 AW6835| CV5961 ANGLETON RM 3                        20.069 METERS 09539     |
 AW6835| AW3957 ANGLETON RM 1                        42.748 METERS 17905     |
 AW6835| AW1178 ANGLETON                             21.050 METERS 19650     |
 AW6835|---------------------------------------------------------------------|
 AW6835
 AW6835                          SUPERSEDED SURVEY CONTROL
 AW6835
 AW6835  NAD 83(1986)-  29 09 09.25532(N)    095 26 30.77257(W) AD(       ) 2
 AW6835  NAD 27      -  29 09 08.37900(N)    095 26 29.99000(W) AD(       ) 2
 AW6835
 AW6835.Superseded values are not recommended for survey control.
 AW6835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6835.See file dsdata.txt to determine how the superseded data were derived.
 AW6835
 AW6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6247327356(NAD 83)
 AW6835_MARKER: DR = REFERENCE MARK DISK
 AW6835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6835
 AW6835  HISTORY     - Date     Condition        Report By
 AW6835  HISTORY     - 1954     MONUMENTED       CGS
 AW6835  HISTORY     - 1980     MARK NOT FOUND   NGS
 AW6835  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW6835
 AW6835                          STATION DESCRIPTION
 AW6835
 AW6835'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW6835'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF ANGLETON
 AW6835'ON PROPERTY OWNED BY MR. BERT M. JAMISON OF ANGLETON.
 AW6835'
 AW6835'REACHED FROM THE JUNCTION OF STATE ROUTES 288 AND 35 IN
 AW6835'ANGLETON BY GOING WEST ON ROUTE 35 FOR 0.5 MILE TO A SIDE
 AW6835'ROAD LEFT.  TURN LEFT AND GO SOUTH ON A MACADAM ROAD FOR
 AW6835'0.45 MILE TO A SIDE ROAD LEFT*.  CONTINUE STRAIGHT AHEAD
 AW6835'FOR 0.2 MILE TO A BEND IN THE ROAD TO THE RIGHT.  GO RIGHT
 AW6835'FOR 0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AW6835'
 AW6835'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT, EAST,
 AW6835'AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AW6835'
 AW6835'TO REACH REFERENCE MARK NO. 2 FROM THE STATION, CONTINUE
 AW6835'STRAIGHT AHEAD, WESTERLY, FOR 0.2 MILE TO THE REFERENCE
 AW6835'MARK ON THE LEFT AS DESCRIBED.
 AW6835'
 AW6835'THE STATION MARK, A STANDARD REFERENCE MARK DISK SET IN
 AW6835'A CONCRETE MONUMENT, IS 120 FEET SOUTHEAST OF A FENCE CORNER
 AW6835'POST AND POWER POLE, AND 42 FEET NORTH OF A RIGHT-OF-WAY
 AW6835'FENCE.  THE DISK IS STAMPED ANGLETON NO 4 1931, AND THE
 AW6835'MARK IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 AW6835'
 AW6835'ANGLETON 1931, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6835'IS 156 FEET NORTHEAST OF THE NORTHEAST END OF A CATTLE GUARD
 AW6835'AT THE ENTRANCE OF A DRIVEWAY TO MR. JAMISONS RESIDENCE,
 AW6835'41 FEET NORTH OF THE APPROXIMATE CENTER OF A MACADAM ROAD,
 AW6835'4 FEET NORTH OF A POWER POLE AND TRANSFORMER, AND 1 FOOT
 AW6835'NORTH OF A WITNESS POST.  THE DISK IS STAMPED ANGLETON 1931,
 AW6835'AND THE MARK IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 AW6835'
 AW6835'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AW6835'MONUMENT, IS 32 FEET SOUTH OF THE APPROXIMATE CENTER OF
 AW6835'THE MACADAM ROAD, 19 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 AW6835'SIDING TRACK, AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE.  THE
 AW6835'DISK IS STAMPED ANGLETON NO 1 1931, AND THE MARK PROJECTS
 AW6835'11 INCHES.
 AW6835'
 AW6835'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AW6835'MONUMENT, IS 45 FEET WEST OF THE APPROXIMATE CENTER OF A
 AW6835'GRAVELED ROAD LEADING SOUTH ACROSS THE RAILROAD TRACKS, 39
 AW6835'FEET SOUTH OF THE APPROXIMATE CENTER OF A SHELL ROAD, 18
 AW6835'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD SIDING TRACK,
 AW6835'AND 3 FEET SOUTHWEST OF A FENCE CORNER POST.  THE DISK IS
 AW6835'STAMPED ANGLETON NO 2 1931, AND THE MARK PROJECTS 12 INCHES.
 AW6835'
 AW6835'REFERENCE MARK NO. 3, A STANDARD DISK SET IN A CONCRETE
 AW6835'MONUMENT, IS 38 FEET NORTH OF THE APPROXIMATE CENTER OF
 AW6835'THE MACADAM ROAD, 106 FEET EAST OF THE BEFORE MENTIONED
 AW6835'POWER POLE AND TRANSFORMER, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 AW6835'FENCE.  THE DISK IS STAMPED ANGLETON NO 3 1931, AND THE
 AW6835'MARK PROJECTS 8 INCHES.
 AW6835'
 AW6835'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6835'IS 27 FEET SOUTH OF THE APPROXIMATE CENTER OF A SHELL ROAD,
 AW6835'10 FEET WEST OF A POWER POLE, 3 FEET SOUTHWEST OF A WITNESS
 AW6835'POST, AND 1 FOOT NORTH OF A FENCE.  THE DISK IS STAMPED
 AW6835'ANGLETON 1931 RESET 1952, AND THE MARK PROJECTS 6 INCHES.
 AW6835'
 AW6835'NOTE--REFERENCE MARK NO. 4 WAS SET AND ESTABLISHED BECAUSE
 AW6835'OF A HIGH POWER LINE DIRECTLY OVER ANGLETON 1931.
 AW6835'
 AW6835'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AW6835
 AW6835                          STATION RECOVERY (1980)
 AW6835
 AW6835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 AW6835'THE STATION WAS SEARCHED FOR AND NOT FOUND.
 AW6835'
 AW6835'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SW OF
 AW6835'ANGLETON.
 AW6835
 AW6835                          STATION RECOVERY (1997)
 AW6835
 AW6835'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0977 ***********************************************************************
 DO0977  DESIGNATION -  ANGORA
 DO0977  PID         -  DO0977
 DO0977  STATE/COUNTY-  TX/JACK
 DO0977  USGS QUAD   -  NEWPORT (1964)
 DO0977
 DO0977                         *CURRENT SURVEY CONTROL
 DO0977  ___________________________________________________________________
 DO0977* NAD 83(1993)-  33 23 27.66706(N)    098 00 33.41510(W)     ADJUSTED  
 DO0977* NAVD 88     -       355.5    (meters)    1166.     (feet)  VERTCON   
 DO0977  ___________________________________________________________________
 DO0977  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DO0977  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DO0977
 DO0977  HORZ ORDER  -  THIRD
 DO0977
 DO0977.The horizontal coordinates were established by classical geodetic methods
 DO0977.and adjusted by the National Geodetic Survey in February 1996..
 DO0977
 DO0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0977
 DO0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0977
 DO0977.The geoid height was determined by GEOID03.
 DO0977
 DO0977;                    North         East     Units Scale Factor Converg.
 DO0977;SPC TXNC     - 2,191,321.287   645,650.641   MT  0.99989011   +0 16 03.5
 DO0977;SPC TXNC     - 7,189,359.92  2,118,272.14   sFT  0.99989011   +0 16 03.5
 DO0977;UTM  14      - 3,695,075.110   592,140.187   MT  0.99970467   +0 32 43.0
 DO0977
 DO0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0977!SPC TXNC     -   0.99994849  x   0.99989011  =   0.99983860
 DO0977!UTM  14      -   0.99994849  x   0.99970467  =   0.99965317
 DO0977
 DO0977                          SUPERSEDED SURVEY CONTROL
 DO0977
 DO0977  NAD 83(1993)-  33 23 27.66901(N)    098 00 33.41160(W) AD(       ) 3
 DO0977  NAD 83(1986)-  33 23 27.67034(N)    098 00 33.40109(W) AD(       ) 3
 DO0977  NGVD 29 (07/26/91)  355.5    (m)         1166.     (f) VERT ANG       
 DO0977
 DO0977.Superseded values are not recommended for survey control.
 DO0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0977.See file dsdata.txt to determine how the superseded data were derived.
 DO0977
 DO0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB9214095075(NAD 83)
 DO0977_MARKER: DS = TRIANGULATION STATION DISK
 DO0977_SETTING: 0 = UNSPECIFIED SETTING
 DO0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0977
 DO0977  HISTORY     - Date     Condition        Report By
 DO0977  HISTORY     - 1958     MONUMENTED       USGS
 DO0977
 DO0977                          STATION DESCRIPTION
 DO0977
 DO0977'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DO0977'STATION IS LOCATED IN JACK COUNTY, TEXAS, ABOUT 6.0 MI. SW. OF
 DO0977'NEWPORT, ON A ROCK AND BRUSH COVERED HILL.
 DO0977'
 DO0977'TO REACH FROM JUNCTION OF STATE HIGHWAYS 24 AND 59, GO N. ON HIGHWAY
 DO0977'59 FOR 10.0 MI. TO FIELD RD. E., TURN RIGHT (E.) AND FOLLOW RD. FOR
 DO0977'0.2 MI. TO GATE, CONTINUE E. FOR 0.2 MI. TO DIM TRAIL S., TURN S. PAST
 DO0977'OLD CABIN AND FOLLOW MAIN TRAIL FOR 0.5 MI. TO GATE, CONTINUE S. FOR
 DO0977'0.25 MI. TO GATE, TURN LEFT AND FOLLOW MAIN RD. E. FOR 0.15 MI. TO
 DO0977'Y-RD., TAKE LEFT FORK SE. 0.7 MI. TO TRACK RD. LEFT, TURN LEFT AND
 DO0977'FOLLOW TRACK RD. NE. 0.35 MI. TO TOP OF RIDGE AND A N-S. FENCE, WALL
 DO0977'APPROXIMATELY 0.25 MI. E. ALONG RIDGE, OVER SECOND FENCE, TO HIGH
 DO0977'POINT OF RIDGE IN OPEN FIELD AND THE STATION.
 DO0977'
 DO0977'STATION MARK--A STANDARD USGS TABLET IN A CONCRETE POST, STAMPED---
 DO0977'---ANGORA-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5539 ***********************************************************************
 AH5539  DESIGNATION -  ANGUS SEC
 AH5539  PID         -  AH5539
 AH5539  STATE/COUNTY-  TX/MEDINA
 AH5539  USGS QUAD   -  WILSON RANCH (1964)
 AH5539
 AH5539                         *CURRENT SURVEY CONTROL
 AH5539  ___________________________________________________________________
 AH5539* NAD 83(1993)-  29 07 18.88590(N)    099 10 16.17913(W)     ADJUSTED  
 AH5539* NAVD 88     -       246.1    (meters)     807.     (feet)  VERTCON   
 AH5539  ___________________________________________________________________
 AH5539  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AH5539  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AH5539
 AH5539  HORZ ORDER  -  THIRD
 AH5539
 AH5539.The horizontal coordinates were established by classical geodetic methods
 AH5539.and adjusted by the National Geodetic Survey in July 1998..
 AH5539
 AH5539.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5539
 AH5539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5539
 AH5539.The geoid height was determined by GEOID03.
 AH5539
 AH5539;                    North         East     Units Scale Factor Converg.
 AH5539;SPC TXSC     - 4,142,821.160   583,344.049   MT  0.99987011   -0 05 01.9
 AH5539;SPC TXSC     -13,591,905.76  1,913,854.60   sFT  0.99987011   -0 05 01.9
 AH5539;UTM  14      - 3,221,504.731   483,348.529   MT  0.99960342   -0 04 59.9
 AH5539
 AH5539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5539!SPC TXSC     -   0.99996507  x   0.99987011  =   0.99983518
 AH5539!UTM  14      -   0.99996507  x   0.99960342  =   0.99956850
 AH5539
 AH5539                          SUPERSEDED SURVEY CONTROL
 AH5539
 AH5539  NGVD 29 (07/28/98)  246.0    (m)          807.     (f) VERT ANG       
 AH5539
 AH5539.Superseded values are not recommended for survey control.
 AH5539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5539.See file dsdata.txt to determine how the superseded data were derived.
 AH5539
 AH5539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8334921505(NAD 83)
 AH5539_MARKER: I = METAL ROD
 AH5539_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AH5539_PROJECTION: FLUSH
 AH5539_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5539
 AH5539  HISTORY     - Date     Condition        Report By
 AH5539  HISTORY     - 1964     MONUMENTED       USGS
 AH5539  HISTORY     - 20020914 GOOD             USPSQD
 AH5539
 AH5539                          STATION DESCRIPTION
 AH5539
 AH5539'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH5539'STATION LOCATED ON A PROMINENT BRUSH COVERED LITTLE HILL 2.0 MI. SW.
 AH5539'OF THE SCHOOL OF YANCEY.
 AH5539'TO REACH FROM THE YANCEY SCHOOL, DRIVE W. 0.5 MI. TO T-RD. E., THENCE
 AH5539'0.5 MI. TO CORNER, THENCE W. 1.1 MI. TO CORNER, THENCE S. 0.8 MI. TO
 AH5539'CREST IN RD. ABOUT 100 YDS. W. OF PROMINENT HILLTOP.  PACK E. TWO
 AH5539'MINUTES TO HIGHEST POINT AND STATION.
 AH5539'STATION MARK--COPPERWELD CAP FLUSH WITH GROUND, STAMPED---ANGUS ET
 AH5539'1964---.
 AH5539
 AH5539                          STATION RECOVERY (2002)
 AH5539
 AH5539'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AH5539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1247 ***********************************************************************
 AJ1247  DESIGNATION -  ANITO
 AJ1247  PID         -  AJ1247
 AJ1247  STATE/COUNTY-  TX/KLEBERG
 AJ1247  USGS QUAD   -  PREMONT EAST (1963)
 AJ1247
 AJ1247                         *CURRENT SURVEY CONTROL
 AJ1247  ___________________________________________________________________
 AJ1247* NAD 83(1993)-  27 22 14.59639(N)    098 02 03.53825(W)     ADJUSTED  
 AJ1247* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 AJ1247  ___________________________________________________________________
 AJ1247  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AJ1247  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AJ1247
 AJ1247  HORZ ORDER  -  THIRD
 AJ1247
 AJ1247.The horizontal coordinates were established by classical geodetic methods
 AJ1247.and adjusted by the National Geodetic Survey in February 1996..
 AJ1247
 AJ1247.The orthometric height was scaled from a topographic map.
 AJ1247
 AJ1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1247
 AJ1247.The geoid height was determined by GEOID03.
 AJ1247
 AJ1247;                    North         East     Units Scale Factor Converg.
 AJ1247;SPC TX S     - 5,188,881.169   346,064.863   MT  0.99991552   +0 12 41.1
 AJ1247;SPC TX S     -17,023,854.30  1,135,381.14   sFT  0.99991552   +0 12 41.1
 AJ1247;UTM  14      - 3,027,867.124   595,496.944   MT  0.99971257   +0 26 38.4
 AJ1247
 AJ1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1247!SPC TX S     -   0.99999842  x   0.99991552  =   0.99991394
 AJ1247!UTM  14      -   0.99999842  x   0.99971257  =   0.99971099
 AJ1247
 AJ1247:                Primary Azimuth Mark                     Grid Az
 AJ1247:SPC TX S     -  ANITO AZ MK                              002 49 00.9
 AJ1247:UTM  14      -  ANITO AZ MK                              002 35 03.6
 AJ1247
 AJ1247|---------------------------------------------------------------------|
 AJ1247| PID    Reference Object                     Distance      Geod. Az  |
 AJ1247|                                                           dddmmss.s |
 AJ1247| CV2457 ANITO AZ MK                                        0030142.0 |
 AJ1247| CV2458 ANITO RM 1                           22.583 METERS 18604     |
 AJ1247| AJ1255 PREMONT MUNICIPAL TANK              APPROX. 9.1 KM 2615530.5 |
 AJ1247| AJ1243 PREMONT SUN OIL CO RADIO MAST       APPROX. 8.5 KM 2861644.1 |
 AJ1247| CV2459 ANITO RM 2                           25.084 METERS 29518     |
 AJ1247| AJ1240 PREMONT MOBIL GAS PLANT STK         APPROX. 8.8 KM 2982916.2 |
 AJ1247| AJ1241 HUMBLE OIL CO KING RANCH TK         APPROX.10.7 KM 3470030.3 |
 AJ1247| AJ1239 HUMBLE OIL CO KING RANCH MAST       APPROX.11.7 KM 3491531.0 |
 AJ1247|---------------------------------------------------------------------|
 AJ1247
 AJ1247                          SUPERSEDED SURVEY CONTROL
 AJ1247
 AJ1247  NAD 83(1986)-  27 22 14.60627(N)    098 02 03.51268(W) AD(       ) 3
 AJ1247  NAD 27      -  27 22 13.46490(N)    098 02 02.50710(W) AD(       ) 3
 AJ1247
 AJ1247.Superseded values are not recommended for survey control.
 AJ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1247.See file dsdata.txt to determine how the superseded data were derived.
 AJ1247
 AJ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9549727867(NAD 83)
 AJ1247_MARKER: DS = TRIANGULATION STATION DISK
 AJ1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1247
 AJ1247  HISTORY     - Date     Condition        Report By
 AJ1247  HISTORY     - 1961     MONUMENTED       CGS
 AJ1247  HISTORY     - 1973     SEE DESCRIPTION  LOCENG
 AJ1247
 AJ1247                          STATION DESCRIPTION
 AJ1247
 AJ1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1247'THE STATION IS APPROXIMATELY 14 MILES SOUTHWEST OF KINGSVILLE,
 AJ1247'5.5 MILES EAST OF PREMONT, 1.5 MILES EAST OF THE JIM WELLS-KLEBERG
 AJ1247'COUNTY LINE, ALONG THE WEST SIDE OF A SAND ROAD AND BETWEEN
 AJ1247'TWO BRANCHES OF EBANITO CREEK, ON PROPERTY OF THE KING RANCH.
 AJ1247'
 AJ1247'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1247'AND FARM ROAD 716 AT THE NORTH EDGE OF PREMONT, GO NORTH ON
 AJ1247'HIGHWAY 281 FOR 7.0 MILES TO A CROSSROAD.  TURN RIGHT AND
 AJ1247'GO EAST ON A PAVED ROAD TO A GUARD HOUSE ON THE LEFT.  CHECK
 AJ1247'THROUGH AND CONTINUE EAST 2.25 MILES TO A BUMPER GATE.
 AJ1247'PASS THROUGH AND CONTINUE EAST AND SOUTH, PASSING TO THE WEST OF
 AJ1247'A LARGE PLANT AREA, 1.35 MILE TO A CATTLE GUARD.  CONTINUE
 AJ1247'SOUTH 0.1 MILE TO A ROAD LEFT AT A HOUSING AREA.  TURN LEFT
 AJ1247'AND GO EAST 0.25 MILE TO A BUMPER GATE.  PASS THROUGH AND
 AJ1247'CONTINUE EAST 0.1 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD,
 AJ1247'RIGHT FORK, 0.2 TO A T-INTERSECTION.  TURN RIGHT AND GO
 AJ1247'SOUTH ON A PAVED ROAD 1.0 MILES TO A BUMPER GATE.  PASS
 AJ1247'THROUGH AND CONTINUE SOUTH ON THE MAIN ROAD 3.3 MILES TO
 AJ1247'A BUMPER GATE.  PASS THROUGH AND CONTINUE SOUTH 1.3
 AJ1247'MILES TO A ROAD LEFT AT A POWER LINE CROSSING.  TURN LEFT AND
 AJ1247'GO EAST ON A CLICHE AND SAND ROAD 0.95 MILE TO A BUMPER GATE.
 AJ1247'PASS THROUGH AND CONTINUE EAST 0.35 MILE TO A CROSSROAD AND THE
 AJ1247'AZIMUTH MARK IN THE NORTHEAST ANGLE.  TURN RIGHT AND GO
 AJ1247'SOUTH ON A SAND ROAD 0.4 MILE TO THE STATION ON THE RIGHT.
 AJ1247'
 AJ1247'STATION MARKS ARE STANDARD DISKS STAMPED ANITO 1961.  THE
 AJ1247'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1247'2 INCHES.  IT IS APPROXIMATELY 400 FEET NORTH OF A SMALL
 AJ1247'POND, 74 FEET WEST OF THE CENTER OF A SAND ROAD, 61 FEET
 AJ1247'SOUTH OF A 12-INCH MESQUITE TREE WITH A TRIANGULAR BLAZE AND
 AJ1247'3 FEET SOUTH OF A METAL WITNESS POST.  THE UNDER-DISK IS SET
 AJ1247'IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE
 AJ1247'OF THE GROUND.
 AJ1247'
 AJ1247'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ANITO NO. 1
 AJ1247'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AJ1247'IT IS 84 FEET WEST OF THE CENTER OF THE SAND ROAD AND 77
 AJ1247'FEET SOUTH OF THE METAL WITNESS POST.
 AJ1247'
 AJ1247'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ANITO NO. 2 1961,
 AJ1247'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AJ1247'IT IS 82 FEET NORTHWEST OF THE METAL WITNESS POST AND 72
 AJ1247'FEET WEST OF THE MESQUITE TREE.
 AJ1247'
 AJ1247'AZIMUTH MARK IS A STANDARD DISK STAMPED ANITO 1961, SET IN A
 AJ1247'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 67 FEET
 AJ1247'NORTH OF THE CENTER OF THE EAST-WEST SAND ROAD, 64 FEET EAST
 AJ1247'OF THE CENTER OF THE NORTH-SOUTH SAND ROAD, 20 FEET WEST OF THE
 AJ1247'SOUTH ONE OF A SMALL GROUP OF MESQUITE TREES AND 1.8 FEET
 AJ1247'SOUTH OF A METAL WITNESS POST.
 AJ1247'
 AJ1247'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1247'
 AJ1247'MODERATE AMOUNT OF CLEARING REQUIRED TO SEE THE AZIMUTH MARK
 AJ1247'FROM THE GROUND.
 AJ1247'
 AJ1247'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AJ1247
 AJ1247                          STATION RECOVERY (1973)
 AJ1247
 AJ1247'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (LFS)
 AJ1247'RECOVERED BY EXXON COMPANY USA.
 AJ1247'
 AJ1247'STATION, AZIMUTH MARK AND BOTH REFERENCE MARKS DESTROYED,
 AJ1247'SURFACE AND SUBSURFACE, BY TRACTOR OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1137 ***********************************************************************
 DN1137  DESIGNATION -  ANNA
 DN1137  PID         -  DN1137
 DN1137  STATE/COUNTY-  TX/COLLIN
 DN1137  USGS QUAD   -  ANNA (1961)
 DN1137
 DN1137                         *CURRENT SURVEY CONTROL
 DN1137  ___________________________________________________________________
 DN1137* NAD 83(1993)-  33 22 29.74310(N)    096 33 13.13571(W)     ADJUSTED  
 DN1137* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 DN1137  ___________________________________________________________________
 DN1137  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DN1137  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DN1137
 DN1137  HORZ ORDER  -  THIRD
 DN1137
 DN1137.The horizontal coordinates were established by classical geodetic methods
 DN1137.and adjusted by the National Geodetic Survey in February 1996..
 DN1137
 DN1137.The orthometric height was scaled from a topographic map.
 DN1137
 DN1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1137
 DN1137.The geoid height was determined by GEOID03.
 DN1137
 DN1137;                    North         East     Units Scale Factor Converg.
 DN1137;SPC TXNC     - 2,191,107.886   781,089.008   MT  0.99988849   +1 03 41.5
 DN1137;SPC TXNC     - 7,188,659.79  2,562,622.85   sFT  0.99988849   +1 03 41.5
 DN1137;UTM  14      - 3,695,526.574   727,583.995   MT  1.00023862   +1 20 46.9
 DN1137
 DN1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1137!SPC TXNC     -   0.99996806  x   0.99988849  =   0.99985655
 DN1137!UTM  14      -   0.99996806  x   1.00023862  =   1.00020667
 DN1137
 DN1137|---------------------------------------------------------------------|
 DN1137| PID    Reference Object                     Distance      Geod. Az  |
 DN1137|                                                           dddmmss.s |
 DN1137| CX9570 ANNA RM 2                             9.189 METERS 11411     |
 DN1137| DN1126 BLUE RIDGE MUNICIPAL TANK           APPROX.16.4 KM 1205750.8 |
 DN1137| DN1135 ANNA MUNICIPAL TANK                 APPROX. 3.0 KM 1701827.6 |
 DN1137| CX9569 ANNA RM 1                            20.790 METERS 33842     |
 DN1137| CX9568 ANNA AZ MK                                         3395348.2 |
 DN1137|---------------------------------------------------------------------|
 DN1137
 DN1137                          SUPERSEDED SURVEY CONTROL
 DN1137
 DN1137  NAD 83(1993)-  33 22 29.74510(N)    096 33 13.13132(W) AD(       ) 3
 DN1137  NAD 83(1986)-  33 22 29.74948(N)    096 33 13.12514(W) AD(       ) 3
 DN1137  NAD 27      -  33 22 29.34680(N)    096 33 12.16720(W) AD(       ) 3
 DN1137
 DN1137.Superseded values are not recommended for survey control.
 DN1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1137.See file dsdata.txt to determine how the superseded data were derived.
 DN1137
 DN1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2758495527(NAD 83)
 DN1137_MARKER: DS = TRIANGULATION STATION DISK
 DN1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1137+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 DN1137
 DN1137  HISTORY     - Date     Condition        Report By
 DN1137  HISTORY     - 1957     MONUMENTED       CGS
 DN1137  HISTORY     - 1958     GOOD             CGS
 DN1137  HISTORY     - 19940710 MARK NOT FOUND   USPSQD
 DN1137  HISTORY     - 20040624 GOOD             INDIV
 DN1137
 DN1137                          STATION DESCRIPTION
 DN1137
 DN1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1137'THE STATION IS LOCATED ABOUT 3.3 MILES SOUTH OF VAN ALSTYNE,
 DN1137'ABOUT 1.7 MILES NORTH OF ANNA, IN THE NORTHWEST ANGLE OF A
 DN1137'CROSS ROAD AND ON THE WEST SIDE OF U.S. HIGHWAY NO. 75.  IT
 DN1137'IS 60 FEET WEST OF THE CENTER OF THE HIGHWAY, 27 FEET NORTH OF
 DN1137'THE CENTER OF A GRAVELED ROAD AND 5 FEET NORTH OF A POWER
 DN1137'LINE GUY POLE.  IT IS FLUSH WITH THE GROUND AND IS STAMPED
 DN1137'ANNA 1957.
 DN1137'
 DN1137'R.M. NO. 1 IS 60 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO.
 DN1137'75 AND 5 FEET SOUTH OF A HIGHWAY RIGHT OF WAY POST.  IT IS
 DN1137'FLUSH WITH THE GROUND AND IS STAMPED ANNA NO 1 1957.
 DN1137'
 DN1137'R.M. NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 DN1137'NORTH HEAD WALL OF A CONCRETE CULVERT, 39 FEET WEST OF THE
 DN1137'CENTER OF U.S. HIGHWAY NO. 75, 15 FEET NORTH OF THE CENTER
 DN1137'OF A GRAVELED ROAD AND 1.5 FEET WEST OF A GUARD POST.  IT
 DN1137'IS STAMPED ANNA NO 2 1957.
 DN1137'
 DN1137'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 DN1137'IN THE WEST HEAD WALL OF A CONCRETE CULVERT.  IT IS 18 FEET
 DN1137'WEST OF THE CENTER OF U.S. HIGHWAY NO. 75 AND 8 FEET SOUTH OF
 DN1137'A HIGHWAY GUARD POST AT THE NORTH END OF THE CULVERT AND IS
 DN1137'STAMPED ANNA 1957.
 DN1137'
 DN1137'TO REACH THE STATION FROM THE POST OFFICE IN ANNA, GO NORTH
 DN1137'ON U.S. HIGHWAY NO. 75 FOR 1.7 MILES TO A CROSS ROAD AND THE
 DN1137'STATION IN THE NORTHWEST ANGLE.
 DN1137'
 DN1137'TO REACH THE AZIMUTH MARK, GO NORTH ON U.S. HIGHWAY NO. 75
 DN1137'FOR 0.45 MILE TO A CONCRETE CULVERT AND THE MARK IN THE WEST
 DN1137'HEAD WALL AS DESCRIBED.
 DN1137
 DN1137                          STATION RECOVERY (1958)
 DN1137
 DN1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1137'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 DN1137'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1137'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1137
 DN1137                          STATION RECOVERY (1994)
 DN1137
 DN1137'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1137'MARK NOT FOUND.
 DN1137
 DN1137                          STATION RECOVERY (2004)
 DN1137
 DN1137'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (FO)
 DN1137'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION IS INADEQUATE, ALL
 DN1137'DESCRIPTION REFERENCES FOR U.S. HIGHWAY NO. 75 SHOULD BE TEXAS HIGHWAY
 DN1137'NO. 5. GRAVELED ROAD IS KNOWN AS COLLIN COUNTY ROAD NO. 371
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1135 ***********************************************************************
 DN1135  DESIGNATION -  ANNA MUNICIPAL TANK
 DN1135  PID         -  DN1135
 DN1135  STATE/COUNTY-  TX/COLLIN
 DN1135  USGS QUAD   -  ANNA (1961)
 DN1135
 DN1135                         *CURRENT SURVEY CONTROL
 DN1135  ___________________________________________________________________
 DN1135* NAD 83(1993)-  33 20 54.01699(N)    096 32 53.65511(W)     ADJUSTED  
 DN1135* NAVD 88     -                                                        
 DN1135  ___________________________________________________________________
 DN1135  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DN1135  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DN1135
 DN1135  HORZ ORDER  -  THIRD
 DN1135
 DN1135.The horizontal coordinates were established by classical geodetic methods
 DN1135.and adjusted by the National Geodetic Survey in February 1996..
 DN1135
 DN1135
 DN1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1135
 DN1135.The geoid height was determined by GEOID03.
 DN1135
 DN1135;                    North         East     Units Scale Factor Converg.
 DN1135;SPC TXNC     - 2,188,168.882   781,647.199   MT  0.99988598   +1 03 52.1
 DN1135;SPC TXNC     - 7,179,017.41  2,564,454.19   sFT  0.99988598   +1 03 52.1
 DN1135;UTM  14      - 3,692,589.340   728,156.968   MT  1.00024184   +1 20 54.2
 DN1135
 DN1135                          SUPERSEDED SURVEY CONTROL
 DN1135
 DN1135  NAD 83(1993)-  33 20 54.01903(N)    096 32 53.65064(W) AD(       ) 4
 DN1135  NAD 83(1986)-  33 20 54.02322(N)    096 32 53.64420(W) AD(       ) 4
 DN1135  NAD 27      -  33 20 53.62000(N)    096 32 52.68800(W) AD(       ) 3
 DN1135
 DN1135.Superseded values are not recommended for survey control.
 DN1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1135.See file dsdata.txt to determine how the superseded data were derived.
 DN1135
 DN1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2815792589(NAD 83)
 DN1135_MARKER: 53 = ELEVATED TANK
 DN1135
 DN1135  HISTORY     - Date     Condition        Report By
 DN1135  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1135  HISTORY     - 19940710 GOOD             USPSQD
 DN1135
 DN1135                          STATION DESCRIPTION
 DN1135
 DN1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1135'THE STATION IS IN THE EAST EDGE OF ANNA.  A 4-LEGGED STEEL
 DN1135'STRUCTURE SUPPORTS THE TANK PROPER.  IT IS PAINTED SILVER
 DN1135'COLOR AND HAS AN OVER-ALL HEIGHT OF 140 FEET.  THE BALL AT
 DN1135'THE APEX WAS THE POINT OBSERVED UPON.
 DN1135'
 DN1135'TO REACH THE STATION FROM THE POST OFFICE IN ANNA GO EAST ON
 DN1135'THE MAIN STREET FOR 0.15 MILE TO A CROSS STREET, JUST AFTER
 DN1135'CROSSING THE RAILROAD TRACKS, TURN RIGHT, SOUTH AND GO 0.1
 DN1135'MILE TO THE STATION ON THE LEFT.
 DN1135
 DN1135                          STATION RECOVERY (1994)
 DN1135
 DN1135'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1302 ***********************************************************************
 DM1302  DESIGNATION -  ANNONA
 DM1302  PID         -  DM1302
 DM1302  STATE/COUNTY-  TX/RED RIVER
 DM1302  USGS QUAD   -  ANNONA (1950)
 DM1302
 DM1302                         *CURRENT SURVEY CONTROL
 DM1302  ___________________________________________________________________
 DM1302* NAD 83(1993)-  33 35 17.19361(N)    094 55 41.80783(W)     ADJUSTED  
 DM1302* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 DM1302  ___________________________________________________________________
 DM1302  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DM1302  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DM1302
 DM1302  HORZ ORDER  -  SECOND
 DM1302
 DM1302.The horizontal coordinates were established by classical geodetic methods
 DM1302.and adjusted by the National Geodetic Survey in February 1996..
 DM1302
 DM1302.The orthometric height was scaled from a topographic map.
 DM1302
 DM1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1302
 DM1302.The geoid height was determined by GEOID03.
 DM1302
 DM1302;                    North         East     Units Scale Factor Converg.
 DM1302;SPC TXNC     - 2,218,707.766   931,465.074   MT  0.99991634   +1 56 52.8
 DM1302;SPC TXNC     - 7,279,210.40  3,055,981.66   sFT  0.99991634   +1 56 52.8
 DM1302;UTM  15      - 3,718,154.066   321,059.452   MT  0.99999476   -1 04 01.4
 DM1302
 DM1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1302!SPC TXNC     -   0.99998493  x   0.99991634  =   0.99990127
 DM1302!UTM  15      -   0.99998493  x   0.99999476  =   0.99997969
 DM1302
 DM1302:                Primary Azimuth Mark                     Grid Az
 DM1302:SPC TXNC     -  ANNONA AZ MK                             095 28 19.3
 DM1302:UTM  15      -  ANNONA AZ MK                             098 29 13.5
 DM1302
 DM1302|---------------------------------------------------------------------|
 DM1302| PID    Reference Object                     Distance      Geod. Az  |
 DM1302|                                                           dddmmss.s |
 DM1302| CX4922 ANNONA AZ MK                                       0972512.1 |
 DM1302| DM1301 ANNONA MUNICIPAL TANK               APPROX. 1.1 KM 1242452.8 |
 DM1302| CX4923 ANNONA RM 1                          25.392 METERS 18618     |
 DM1302| CX4924 ANNONA RM 2                          18.100 METERS 27543     |
 DM1302|---------------------------------------------------------------------|
 DM1302
 DM1302                          SUPERSEDED SURVEY CONTROL
 DM1302
 DM1302  NAD 83(1993)-  33 35 17.19378(N)    094 55 41.80733(W) AD(       ) 2
 DM1302  NAD 83(1986)-  33 35 17.20188(N)    094 55 41.79459(W) AD(       ) 2
 DM1302  NAD 27      -  33 35 16.80800(N)    094 55 41.01500(W) AD(       ) 2
 DM1302
 DM1302.Superseded values are not recommended for survey control.
 DM1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1302.See file dsdata.txt to determine how the superseded data were derived.
 DM1302
 DM1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2105918154(NAD 83)
 DM1302_MARKER: DS = TRIANGULATION STATION DISK
 DM1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1302
 DM1302  HISTORY     - Date     Condition        Report By
 DM1302  HISTORY     - 1951     MONUMENTED       CGS
 DM1302  HISTORY     - 1969     MARK NOT FOUND   USAF
 DM1302
 DM1302                          STATION DESCRIPTION
 DM1302
 DM1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1302'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST OF ANNONA,
 DM1302'ALONG THE NORTH SIDE OF U.S. HIGHWAY 82.  IT IS 40.5 FEET
 DM1302'NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK IS FLUSH
 DM1302'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ANNONA
 DM1302'1951.
 DM1302'
 DM1302'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF THE CENTERLINE
 DM1302'OF THE HIGHWAY.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 DM1302'GROUND AND THE DISK IS STAMPED ANNONA NO 1 1951.
 DM1302'
 DM1302'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF THE CENTERLINE
 DM1302'OF THE HIGHWAY.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 DM1302'GROUND AND THE DISK IS STAMPED ANNONA NO 2 1951.
 DM1302'
 DM1302'AZIMUTH MARK IS 42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 DM1302'AND 8 FEET SOUTH OF A RIGHT-OF-WAY POST.  THE MARK IS FLUSH
 DM1302'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ANNONA
 DM1302'1951.
 DM1302'
 DM1302'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DM1302'HIGHWAY 44 AT THE NORTH EDGE OF ANNONA, GO WEST ON HIGHWAY
 DM1302'82 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 DM1302'WEST 0.3 MILE TO TOP OF RISE AND THE STATION ON THE RIGHT
 DM1302'OR NORTH SIDE OF THE HIGHWAY.
 DM1302'
 DM1302'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DM1302
 DM1302                          STATION RECOVERY (1969)
 DM1302
 DM1302'RECOVERY NOTE BY US AIR FORCE 1969
 DM1302'STATION AND REFERENCE MARKS COULD NOT BE FOUND FOLLOWING
 DM1302'A THOROUGH SEARCH.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 DM1302'CONDITION.
 DM1302'
 DM1302'THE MONUMENTS MAY HAVE BEEN DESTROYED DURING HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1301 ***********************************************************************
 DM1301  DESIGNATION -  ANNONA MUNICIPAL TANK
 DM1301  PID         -  DM1301
 DM1301  STATE/COUNTY-  TX/RED RIVER
 DM1301  USGS QUAD   -  ANNONA (1950)
 DM1301
 DM1301                         *CURRENT SURVEY CONTROL
 DM1301  ___________________________________________________________________
 DM1301* NAD 83(1993)-  33 34 56.17057(N)    094 55 05.14745(W)     ADJUSTED  
 DM1301* NAVD 88     -                                                        
 DM1301  ___________________________________________________________________
 DM1301  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 DM1301  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DM1301
 DM1301  HORZ ORDER  -  THIRD
 DM1301
 DM1301.The horizontal coordinates were established by classical geodetic methods
 DM1301.and adjusted by the National Geodetic Survey in February 1996..
 DM1301
 DM1301
 DM1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1301
 DM1301.The geoid height was determined by GEOID03.
 DM1301
 DM1301;                    North         East     Units Scale Factor Converg.
 DM1301;SPC TXNC     - 2,218,092.660   932,431.836   MT  0.99991539   +1 57 12.8
 DM1301;SPC TXNC     - 7,277,192.34  3,059,153.45   sFT  0.99991539   +1 57 12.8
 DM1301;UTM  15      - 3,717,488.912   321,992.596   MT  0.99999066   -1 03 40.5
 DM1301
 DM1301                          SUPERSEDED SURVEY CONTROL
 DM1301
 DM1301  NAD 83(1993)-  33 34 56.17079(N)    094 55 05.14697(W) AD(       ) 4
 DM1301  NAD 83(1986)-  33 34 56.17843(N)    094 55 05.13339(W) AD(       ) 4
 DM1301  NAD 27      -  33 34 55.78200(N)    094 55 04.35400(W) AD(       ) 3
 DM1301
 DM1301.Superseded values are not recommended for survey control.
 DM1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1301.See file dsdata.txt to determine how the superseded data were derived.
 DM1301
 DM1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2199317489(NAD 83)
 DM1301_MARKER: 51 = TANK
 DM1301
 DM1301  HISTORY     - Date     Condition        Report By
 DM1301  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1301  HISTORY     - 1969     GOOD             USAF
 DM1301
 DM1301                          STATION DESCRIPTION
 DM1301
 DM1301'DESCRIBED BY US AIR FORCE 1969
 DM1301'TANK WAS RECOVERED IN GOOD CONDITION.  IT IS THE ONLY WATER
 DM1301'TANK IN THE VILLAGE OF ANNONA, TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0723 ***********************************************************************
 CT0723  DESIGNATION -  ANSON
 CT0723  PID         -  CT0723
 CT0723  STATE/COUNTY-  TX/JONES
 CT0723  USGS QUAD   -  TRUBY (1984)
 CT0723
 CT0723                         *CURRENT SURVEY CONTROL
 CT0723  ___________________________________________________________________
 CT0723* NAD 83(1993)-  32 42 43.65955(N)    099 54 37.73241(W)     ADJUSTED  
 CT0723* NAVD 88     -       546.508  (meters)    1793.00   (feet)  ADJUSTED  
 CT0723  ___________________________________________________________________
 CT0723  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CT0723  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CT0723  DYNAMIC HT  -         545.800 (meters)    1790.68  (feet)  COMP
 CT0723  MODELED GRAV-     979,326.7   (mgal)                       NAVD 88
 CT0723
 CT0723  HORZ ORDER  -  FIRST
 CT0723  VERT ORDER  -  SECOND    CLASS 0
 CT0723
 CT0723.The horizontal coordinates were established by classical geodetic methods
 CT0723.and adjusted by the National Geodetic Survey in February 1996..
 CT0723
 CT0723.The orthometric height was determined by differential leveling
 CT0723.and adjusted by the National Geodetic Survey in June 1991..
 CT0723
 CT0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0723
 CT0723.The geoid height was determined by GEOID03.
 CT0723
 CT0723.The dynamic height is computed by dividing the NAVD 88
 CT0723.geopotential number by the normal gravity value computed on the
 CT0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0723.degrees latitude (g = 980.6199 gals.).
 CT0723
 CT0723.The modeled gravity was interpolated from observed gravity values.
 CT0723
 CT0723;                    North         East     Units Scale Factor Converg.
 CT0723;SPC TXNC     - 2,116,818.795   467,778.115   MT  0.99989007   -0 46 09.4
 CT0723;SPC TXNC     - 6,944,929.66  1,534,702.03   sFT  0.99989007   -0 46 09.4
 CT0723;UTM  14      - 3,619,740.538   414,670.002   MT  0.99968978   -0 29 31.5
 CT0723
 CT0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0723!SPC TXNC     -   0.99991869  x   0.99989007  =   0.99980877
 CT0723!UTM  14      -   0.99991869  x   0.99968978  =   0.99960850
 CT0723
 CT0723:                Primary Azimuth Mark                     Grid Az
 CT0723:SPC TXNC     -  ANSON AZ MK                              003 10 57.9
 CT0723:UTM  14      -  ANSON AZ MK                              002 54 20.0
 CT0723
 CT0723|---------------------------------------------------------------------|
 CT0723| PID    Reference Object                     Distance      Geod. Az  |
 CT0723|                                                           dddmmss.s |
 CT0723| CT0721 ANSON AZ MK                                        0022448.5 |
 CT0723| CT1181 ANSON NORTH MUNICIPAL TANK          APPROX. 5.2 KM 0113044.7 |
 CT0723| CT1182 ANSON COUNTY COURTHOUSE STATUE      APPROX. 5.1 KM 0143527.6 |
 CT0723| CT1183 ANSON SOUTH MUNICIPAL TANK          APPROX. 4.5 KM 0170034.6 |
 CT0723| CT0724 ANSON RM 1                           34.770 METERS 08609     |
 CT0723| CT0722 ANSON RM 2                           10.609 METERS 21218     |
 CT0723|---------------------------------------------------------------------|
 CT0723
 CT0723                          SUPERSEDED SURVEY CONTROL
 CT0723
 CT0723  NAD 83(1986)-  32 42 43.66555(N)    099 54 37.72185(W) AD(       ) 1
 CT0723  NAD 27      -  32 42 43.24560(N)    099 54 36.37710(W) AD(       ) 1
 CT0723  NGVD 29 (??/??/92)  546.32   (m)         1792.4    (f) COMPUTED    2 0
 CT0723
 CT0723.Superseded values are not recommended for survey control.
 CT0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0723.See file dsdata.txt to determine how the superseded data were derived.
 CT0723
 CT0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1467019741(NAD 83)
 CT0723_MARKER: DS = TRIANGULATION STATION DISK
 CT0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0723_STAMPING: ANSON 1961
 CT0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0723+STABILITY: SURFACE MOTION
 CT0723
 CT0723  HISTORY     - Date     Condition        Report By
 CT0723  HISTORY     - 1961     MONUMENTED       CGS
 CT0723  HISTORY     - 1974     GOOD             NGS
 CT0723  HISTORY     - 19990826 MARK NOT FOUND   NGS
 CT0723
 CT0723                          STATION DESCRIPTION
 CT0723
 CT0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0723'3.55 MI SW FROM ANSON.
 CT0723'1.35 MILES SOUTH ALONG U.S. HIGHWAYS 277 AND 83 FROM THE COURTHOUSE AT
 CT0723'ANSON, THENCE 2.05 MILES SOUTHWEST ALONG FARM ROAD 707, THENCE 0.15
 CT0723'MILE EAST ALONG A PAVED ROAD, 34.8 FEET NORTH OF R.M. 2, 20 FEET
 CT0723'SOUTHEAST OF A FENCE CORNER, 8 FEET SOUTH OF A METAL WITNESS POST WITH
 CT0723'SIGN, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 CT0723
 CT0723                          STATION RECOVERY (1974)
 CT0723
 CT0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 CT0723'THE STATION WAS VISITED, THE STATION MARK, REFERENCE MARKS 1 AND 2
 CT0723'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION AS
 CT0723'DESCRIBED IN THE 1961 DESCRIPTION.  THE LOCATION AND THE ROUTE TO
 CT0723'THE STATION ARE ADEQUATE.
 CT0723'
 CT0723'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 CT0723'
 CT0723'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 CT0723'SOUTHWEST OF ANSON.
 CT0723
 CT0723                          STATION RECOVERY (1999)
 CT0723
 CT0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CT0723'IN THE 1961 DESCRIPTION, 0.15 MILES (0.24 KM) EAST ALONG A PAVED
 CT0723'ROAD--THAT PAVED ROAD IS BLOCKED BY A GATE LOCKED WITH MULTIPLE LOCKS.
 CT0723'STATION NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0721 ***********************************************************************
 CT0721  DESIGNATION -  ANSON AZ MK
 CT0721  PID         -  CT0721
 CT0721  STATE/COUNTY-  TX/JONES
 CT0721  USGS QUAD   -  TRUBY (1984)
 CT0721
 CT0721                         *CURRENT SURVEY CONTROL
 CT0721  ___________________________________________________________________
 CT0721* NAD 83(1986)-  32 43 01.     (N)    099 54 37.     (W)     SCALED    
 CT0721* NAVD 88     -       550.555  (meters)    1806.28   (feet)  ADJUSTED  
 CT0721  ___________________________________________________________________
 CT0721  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CT0721  DYNAMIC HT  -         549.842 (meters)    1803.94  (feet)  COMP
 CT0721  MODELED GRAV-     979,326.5   (mgal)                       NAVD 88
 CT0721
 CT0721  VERT ORDER  -  SECOND    CLASS 0
 CT0721
 CT0721.The horizontal coordinates were scaled from a topographic map and have
 CT0721.an estimated accuracy of +/- 6 seconds.
 CT0721
 CT0721.The orthometric height was determined by differential leveling
 CT0721.and adjusted by the National Geodetic Survey in June 1991..
 CT0721
 CT0721.The geoid height was determined by GEOID03.
 CT0721
 CT0721.The dynamic height is computed by dividing the NAVD 88
 CT0721.geopotential number by the normal gravity value computed on the
 CT0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0721.degrees latitude (g = 980.6199 gals.).
 CT0721
 CT0721.The modeled gravity was interpolated from observed gravity values.
 CT0721
 CT0721;                    North         East    Units  Estimated Accuracy
 CT0721;SPC TXNC     - 2,117,350.      467,800.      MT  (+/- 180 meters Scaled)
 CT0721
 CT0721                          SUPERSEDED SURVEY CONTROL
 CT0721
 CT0721  NGVD 29 (??/??/92)  550.362  (m)         1805.65   (f) ADJ UNCH    2 0
 CT0721
 CT0721.Superseded values are not recommended for survey control.
 CT0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0721.See file dsdata.txt to determine how the superseded data were derived.
 CT0721
 CT0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB146202(NAD 83)
 CT0721_MARKER: DZ = AZIMUTH MARK DISK
 CT0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0721_STAMPING: ANSON 1961
 CT0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0721+STABILITY: SURFACE MOTION
 CT0721
 CT0721  HISTORY     - Date     Condition        Report By
 CT0721  HISTORY     - 1961     MONUMENTED       CGS
 CT0721  HISTORY     - 1974     GOOD             NGS
 CT0721
 CT0721                          STATION DESCRIPTION
 CT0721
 CT0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0721'3.05 MI SW FROM ANSON.
 CT0721'1.3 MILES SOUTH ALONG U.S. HIGHWAYS 83 AND 277 FROM THE COURTHOUSE AT
 CT0721'ANSON, THENCE 1.75 MILES SOUTHWEST ALONG FARM ROAD 707, 36 FEET
 CT0721'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.8 FEET SOUTHEAST OF A
 CT0721'METAL WITNESS POST WITH SIGN, 3 FEET SOUTHWEST OF A TELEPHONE POLE, 2
 CT0721'FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE
 CT0721'POST FLUSH WITH THE GROUND.
 CT0721
 CT0721                          STATION RECOVERY (1974)
 CT0721
 CT0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CT0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1182 ***********************************************************************
 CT1182  DESIGNATION -  ANSON COUNTY COURTHOUSE STATUE
 CT1182  PID         -  CT1182
 CT1182  STATE/COUNTY-  TX/JONES
 CT1182  USGS QUAD   -  ANSON (1965)
 CT1182
 CT1182                         *CURRENT SURVEY CONTROL
 CT1182  ___________________________________________________________________
 CT1182* NAD 83(1993)-  32 45 23.38695(N)    099 53 48.52474(W)     ADJUSTED  
 CT1182* NAVD 88     -                                                        
 CT1182  ___________________________________________________________________
 CT1182  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 CT1182  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CT1182
 CT1182  HORZ ORDER  -  THIRD
 CT1182
 CT1182.The horizontal coordinates were established by classical geodetic methods
 CT1182.and adjusted by the National Geodetic Survey in February 1996..
 CT1182
 CT1182
 CT1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1182
 CT1182.The geoid height was determined by GEOID03.
 CT1182
 CT1182;                    North         East     Units Scale Factor Converg.
 CT1182;SPC TXNC     - 2,121,721.167   469,124.799   MT  0.99988581   -0 45 42.5
 CT1182;SPC TXNC     - 6,961,013.53  1,539,120.28   sFT  0.99988581   -0 45 42.5
 CT1182;UTM  14      - 3,624,648.382   415,992.717   MT  0.99968702   -0 29 07.0
 CT1182
 CT1182                          SUPERSEDED SURVEY CONTROL
 CT1182
 CT1182  NAD 83(1993)-  32 45 23.39267(N)    099 53 48.51489(W) AD(       ) 4
 CT1182  NAD 83(1986)-  32 45 23.39339(N)    099 53 48.51423(W) AD(       ) 4
 CT1182  NAD 27      -  32 45 22.97600(N)    099 53 47.16900(W) AD(       ) 3
 CT1182
 CT1182.Superseded values are not recommended for survey control.
 CT1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1182.See file dsdata.txt to determine how the superseded data were derived.
 CT1182
 CT1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1599324648(NAD 83)
 CT1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CT1182+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 CT1182
 CT1182  HISTORY     - Date     Condition        Report By
 CT1182  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1182  HISTORY     - 1974     GOOD             NGS
 CT1182  HISTORY     - 20050526 GOOD             USPSQD
 CT1182
 CT1182                          STATION DESCRIPTION
 CT1182
 CT1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1182'THE STATION IS THE JONES COUNTY COURTHOUSE IN ANSON, WHICH
 CT1182'IS LOCATED NEAR THE CENTER OF TOWN.
 CT1182'
 CT1182'THE HEAD OF THE STATUE AT THE APEX OF THE COURTHOUSE WAS THE
 CT1182'POINT OF INTERSECTION.
 CT1182
 CT1182                          STATION RECOVERY (1974)
 CT1182
 CT1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 CT1182'THE STATION IS THE JONES COUNTY COURTHOUSE IN ANSON, WHICH
 CT1182'IS LOCATED NEAR THE CENTER OF TOWN.  THE HEAD OF THE STATUE AT THE
 CT1182'APEX OF THE COURTHOUSE WAS THE POINT INTERSECTED.
 CT1182'
 CT1182'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED ABOVE.
 CT1182'
 CT1182'INTERSECT THE HEAD OF THE STATUE, THE HIGHEST PART ON THE
 CT1182'COURTHOUSE.
 CT1182'
 CT1182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ANSON
 CT1182
 CT1182                          STATION RECOVERY (2005)
 CT1182
 CT1182'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CT1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1169 ***********************************************************************
 CT1169  DESIGNATION -  ANSON FAA MICROWAVE
 CT1169  PID         -  CT1169
 CT1169  STATE/COUNTY-  TX/JONES
 CT1169  USGS QUAD   -  TRUBY (1984)
 CT1169
 CT1169                         *CURRENT SURVEY CONTROL
 CT1169  ___________________________________________________________________
 CT1169* NAD 83(1993)-  32 43 22.14329(N)    099 54 46.65113(W)     ADJUSTED  
 CT1169* NAVD 88     -                                                        
 CT1169  ___________________________________________________________________
 CT1169  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 CT1169  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CT1169
 CT1169  HORZ ORDER  -  THIRD
 CT1169
 CT1169.The horizontal coordinates were established by classical geodetic methods
 CT1169.and adjusted by the National Geodetic Survey in February 1996..
 CT1169
 CT1169
 CT1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1169
 CT1169.The geoid height was determined by GEOID03.
 CT1169
 CT1169;                    North         East     Units Scale Factor Converg.
 CT1169;SPC TXNC     - 2,118,007.184   467,561.832   MT  0.99988899   -0 46 14.2
 CT1169;SPC TXNC     - 6,948,828.57  1,533,992.44   sFT  0.99988899   -0 46 14.2
 CT1169;UTM  14      - 3,620,927.631   414,448.018   MT  0.99969025   -0 29 36.8
 CT1169
 CT1169                          SUPERSEDED SURVEY CONTROL
 CT1169
 CT1169  NAD 83(1986)-  32 43 22.14971(N)    099 54 46.64041(W) AD(       ) 4
 CT1169  NAD 27      -  32 43 21.73145(N)    099 54 45.29562(W) AD(       ) 3
 CT1169
 CT1169.Superseded values are not recommended for survey control.
 CT1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1169.See file dsdata.txt to determine how the superseded data were derived.
 CT1169
 CT1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1444820928(NAD 83)
 CT1169_MARKER: 44 = MICROWAVE MAST
 CT1169
 CT1169  HISTORY     - Date     Condition        Report By
 CT1169  HISTORY     - 1974     FIRST OBSERVED   NGS
 CT1169
 CT1169                          STATION DESCRIPTION
 CT1169
 CT1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 CT1169'ANSON FEDERAL AVIATION ADMINISTRATION RML MICRO-WAVE
 CT1169'MAST.  LOCATED ABOUT 2 MILES SOUTH OF ANSON, 22 MILES NORTH
 CT1169'NORTHWEST OF ABILINE, ALONG THE NORTH SIDE OF FARM ROAD 2746,
 CT1169'NEAR THE HIGHEST PART OF HILL.  IT IS PAINTED RED AND WHITE AND
 CT1169'IS ABOUT 140 FEET HIGH, WITH RED LIGHTS, SUPPORTED BY GUY WIRES.
 CT1169'
 CT1169'TO REACH FROM THE SOUTH PART OF THE SQUARE IN ANSON, GO SOUTH
 CT1169'ON U.S. HIGHWAY 277 FOR 1.4 MILE TO THE JUNCTION OF FARM ROAD
 CT1169'707.  TURN RIGHT ON FARM ROAD 707 AND GO WEST AND SOUTH FOR 1.25
 CT1169'MILE TO THE JUNCTION OF FARM ROAD 2746.  TURN RIGHT AND GO
 CT1169'WESTERLY ON FARM ROAD 2746 FOR 0.45 MILE TO A SIDE ROAD RIGHT.
 CT1169'TURN RIGHT AND GO NORTH FOR APPROXIMATELY 300 FEET TO THE MAST.
 CT1169'
 CT1169'INTERSECT LIGHT ON THE HIGHEST PART OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1181 ***********************************************************************
 CT1181  DESIGNATION -  ANSON NORTH MUNICIPAL TANK
 CT1181  PID         -  CT1181
 CT1181  STATE/COUNTY-  TX/JONES
 CT1181  USGS QUAD   -  ANSON (1965)
 CT1181
 CT1181                         *CURRENT SURVEY CONTROL
 CT1181  ___________________________________________________________________
 CT1181* NAD 83(1993)-  32 45 28.06173(N)    099 53 58.10339(W)     ADJUSTED  
 CT1181* NAVD 88     -                                                        
 CT1181  ___________________________________________________________________
 CT1181  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 CT1181  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CT1181
 CT1181  HORZ ORDER  -  THIRD
 CT1181
 CT1181.The horizontal coordinates were established by classical geodetic methods
 CT1181.and adjusted by the National Geodetic Survey in February 1996..
 CT1181
 CT1181
 CT1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1181
 CT1181.The geoid height was determined by GEOID03.
 CT1181
 CT1181;                    North         East     Units Scale Factor Converg.
 CT1181;SPC TXNC     - 2,121,868.465   468,877.432   MT  0.99988569   -0 45 47.8
 CT1181;SPC TXNC     - 6,961,496.79  1,538,308.71   sFT  0.99988569   -0 45 47.8
 CT1181;UTM  14      - 3,624,794.455   415,744.692   MT  0.99968753   -0 29 12.2
 CT1181
 CT1181                          SUPERSEDED SURVEY CONTROL
 CT1181
 CT1181  NAD 83(1993)-  32 45 28.06732(N)    099 53 58.09360(W) AD(       ) 4
 CT1181  NAD 83(1986)-  32 45 28.06822(N)    099 53 58.09284(W) AD(       ) 4
 CT1181  NAD 27      -  32 45 27.65000(N)    099 53 56.74700(W) AD(       ) 3
 CT1181
 CT1181.Superseded values are not recommended for survey control.
 CT1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1181.See file dsdata.txt to determine how the superseded data were derived.
 CT1181
 CT1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1574524794(NAD 83)
 CT1181_MARKER: 53 = ELEVATED TANK
 CT1181
 CT1181  HISTORY     - Date     Condition        Report By
 CT1181  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1181  HISTORY     - 1974     GOOD             NGS
 CT1181  HISTORY     - 20050526 MARK NOT FOUND   USPSQD
 CT1181
 CT1181                          STATION DESCRIPTION
 CT1181
 CT1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1181'THE STATION IS THE NORTH ONE OF TWO STEEL, ELEVATED WATER
 CT1181'TANKS, PAINTED SILVER.  IT IS LOCATED NEAR THE CENTER OF
 CT1181'ANSON.  THE APEX WAS THE POINT OF INTERSECTION.
 CT1181
 CT1181                          STATION RECOVERY (1974)
 CT1181
 CT1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 CT1181'THE STATION IS THE NORTH ONE OF TWO STEEL ELEVATED WATER
 CT1181'TANKS, PAINTED SILVER.  IT IS LOCATED NEAR THE CENTER OF ANSON.
 CT1181'THE APEX WAS THE POINT INTERSECTED.
 CT1181'
 CT1181'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED ABOVE.
 CT1181'
 CT1181'INTERSECT APEX OF WATER TANK.
 CT1181'
 CT1181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ANSON
 CT1181
 CT1181                          STATION RECOVERY (2005)
 CT1181
 CT1181'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CT1181'TANK HAS BEEN DISMANTLED.  CONCRETE PIERS ARE STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0724 ***********************************************************************
 CT0724  DESIGNATION -  ANSON RM 1
 CT0724  PID         -  CT0724
 CT0724  STATE/COUNTY-  TX/JONES
 CT0724  USGS QUAD   -  TRUBY (1984)
 CT0724
 CT0724                         *CURRENT SURVEY CONTROL
 CT0724  ___________________________________________________________________
 CT0724* NAD 83(1986)-  32 42 47.     (N)    099 54 29.     (W)     SCALED    
 CT0724* NAVD 88     -       547.008  (meters)    1794.64   (feet)  ADJUSTED  
 CT0724  ___________________________________________________________________
 CT0724  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CT0724  DYNAMIC HT  -         546.299 (meters)    1792.32  (feet)  COMP
 CT0724  MODELED GRAV-     979,326.6   (mgal)                       NAVD 88
 CT0724
 CT0724  VERT ORDER  -  SECOND    CLASS 0
 CT0724
 CT0724.The horizontal coordinates were scaled from a topographic map and have
 CT0724.an estimated accuracy of +/- 6 seconds.
 CT0724
 CT0724.The orthometric height was determined by differential leveling
 CT0724.and adjusted by the National Geodetic Survey in June 1991..
 CT0724
 CT0724.The geoid height was determined by GEOID03.
 CT0724
 CT0724.The dynamic height is computed by dividing the NAVD 88
 CT0724.geopotential number by the normal gravity value computed on the
 CT0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0724.degrees latitude (g = 980.6199 gals.).
 CT0724
 CT0724.The modeled gravity was interpolated from observed gravity values.
 CT0724
 CT0724;                    North         East    Units  Estimated Accuracy
 CT0724;SPC TXNC     - 2,116,920.      468,010.      MT  (+/- 180 meters Scaled)
 CT0724
 CT0724                          SUPERSEDED SURVEY CONTROL
 CT0724
 CT0724  NGVD 29 (??/??/92)  546.82   (m)         1794.0    (f) COMPUTED    2 0
 CT0724
 CT0724.Superseded values are not recommended for survey control.
 CT0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0724.See file dsdata.txt to determine how the superseded data were derived.
 CT0724
 CT0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB148198(NAD 83)
 CT0724_MARKER: DB = BENCH MARK DISK
 CT0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0724_STAMPING: ANSON NO 1 1961
 CT0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0724+STABILITY: SURFACE MOTION
 CT0724
 CT0724  HISTORY     - Date     Condition        Report By
 CT0724  HISTORY     - 1961     MONUMENTED       CGS
 CT0724
 CT0724                          STATION DESCRIPTION
 CT0724
 CT0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0724'3.55 MI SW FROM ANSON.
 CT0724'1.35 MILES SOUTH ALONG U.S. HIGHWAYS 277 AND 83 FROM THE COURTHOUSE AT
 CT0724'ANSON, THENCE 2.05 MILES SOUTHWEST ALONG FARM ROAD 707, THENCE 0.15
 CT0724'MILE EAST ALONG A PAVED RAD, 114.1 FEET NORTHEAST OF A TRIANGULATION
 CT0724'STATION, 1 FOOT SOUTH OF EAST-WEST FENCE, SET IN TOP OF A SQUARE
 CT0724'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0722 ***********************************************************************
 CT0722  DESIGNATION -  ANSON RM 2
 CT0722  PID         -  CT0722
 CT0722  STATE/COUNTY-  TX/JONES
 CT0722  USGS QUAD   -  TRUBY (1984)
 CT0722
 CT0722                         *CURRENT SURVEY CONTROL
 CT0722  ___________________________________________________________________
 CT0722* NAD 83(1986)-  32 42 47.     (N)    099 54 29.     (W)     SCALED    
 CT0722* NAVD 88     -       546.447  (meters)    1792.80   (feet)  ADJUSTED  
 CT0722  ___________________________________________________________________
 CT0722  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CT0722  DYNAMIC HT  -         545.740 (meters)    1790.48  (feet)  COMP
 CT0722  MODELED GRAV-     979,326.6   (mgal)                       NAVD 88
 CT0722
 CT0722  VERT ORDER  -  SECOND    CLASS 0
 CT0722
 CT0722.The horizontal coordinates were scaled from a topographic map and have
 CT0722.an estimated accuracy of +/- 6 seconds.
 CT0722
 CT0722.The orthometric height was determined by differential leveling
 CT0722.and adjusted by the National Geodetic Survey in June 1991..
 CT0722
 CT0722.The geoid height was determined by GEOID03.
 CT0722
 CT0722.The dynamic height is computed by dividing the NAVD 88
 CT0722.geopotential number by the normal gravity value computed on the
 CT0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0722.degrees latitude (g = 980.6199 gals.).
 CT0722
 CT0722.The modeled gravity was interpolated from observed gravity values.
 CT0722
 CT0722;                    North         East    Units  Estimated Accuracy
 CT0722;SPC TXNC     - 2,116,920.      468,010.      MT  (+/- 180 meters Scaled)
 CT0722
 CT0722                          SUPERSEDED SURVEY CONTROL
 CT0722
 CT0722  NGVD 29 (??/??/92)  546.25   (m)         1792.2    (f) COMPUTED    2 0
 CT0722
 CT0722.Superseded values are not recommended for survey control.
 CT0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0722.See file dsdata.txt to determine how the superseded data were derived.
 CT0722
 CT0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB148198(NAD 83)
 CT0722_MARKER: DR = REFERENCE MARK DISK
 CT0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0722_STAMPING: ANSON NO 2 1961
 CT0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0722+STABILITY: SURFACE MOTION
 CT0722
 CT0722  HISTORY     - Date     Condition        Report By
 CT0722  HISTORY     - 1961     MONUMENTED       CGS
 CT0722
 CT0722                          STATION DESCRIPTION
 CT0722
 CT0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0722'3.55 MI SW FROM ANSON.
 CT0722'1.35 MILES SOUTH ALONG U.S. HIGHWAYS 277 AND 83 FROM THE COURTHOUSE AT
 CT0722'ANSON, THENCE 2.05 MILES SOUTHWEST ALONG FARM ROAD 707, THENCE 0.15
 CT0722'MILE EAST ALONG A PAVED ROAD, 56 FEET NORTH OF THE CENTER OF A PAVED
 CT0722'ROAD, 34.8 FEET SOUTH OF A TRIANGULATION STATION, SET IN TOP OF A
 CT0722'SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1183 ***********************************************************************
 CT1183  DESIGNATION -  ANSON SOUTH MUNICIPAL TANK
 CT1183  PID         -  CT1183
 CT1183  STATE/COUNTY-  TX/JONES
 CT1183  USGS QUAD   -  ANSON (1965)
 CT1183
 CT1183                         *CURRENT SURVEY CONTROL
 CT1183  ___________________________________________________________________
 CT1183* NAD 83(1993)-  32 45 02.74591(N)    099 53 47.38066(W)     ADJUSTED  
 CT1183* NAVD 88     -                                                        
 CT1183  ___________________________________________________________________
 CT1183  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 CT1183  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CT1183
 CT1183  HORZ ORDER  -  THIRD
 CT1183
 CT1183.The horizontal coordinates were established by classical geodetic methods
 CT1183.and adjusted by the National Geodetic Survey in February 1996..
 CT1183
 CT1183
 CT1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1183
 CT1183.The geoid height was determined by GEOID03.
 CT1183
 CT1183;                    North         East     Units Scale Factor Converg.
 CT1183;SPC TXNC     - 2,121,085.041   469,146.122   MT  0.99988633   -0 45 41.9
 CT1183;SPC TXNC     - 6,958,926.51  1,539,190.24   sFT  0.99988633   -0 45 41.9
 CT1183;UTM  14      - 3,624,012.493   416,017.106   MT  0.99968697   -0 29 06.1
 CT1183
 CT1183                          SUPERSEDED SURVEY CONTROL
 CT1183
 CT1183  NAD 83(1993)-  32 45 02.75137(N)    099 53 47.37083(W) AD(       ) 4
 CT1183  NAD 83(1986)-  32 45 02.75237(N)    099 53 47.37007(W) AD(       ) 4
 CT1183  NAD 27      -  32 45 02.33600(N)    099 53 46.02200(W) AD(       ) 3
 CT1183
 CT1183.Superseded values are not recommended for survey control.
 CT1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1183.See file dsdata.txt to determine how the superseded data were derived.
 CT1183
 CT1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1601724012(NAD 83)
 CT1183_MARKER: 53 = ELEVATED TANK
 CT1183
 CT1183  HISTORY     - Date     Condition        Report By
 CT1183  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1183  HISTORY     - 20050526 MARK NOT FOUND   USPSQD
 CT1183
 CT1183                          STATION DESCRIPTION
 CT1183
 CT1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1183'THE STATION IS THE SOUTH ONE OF TWO STEEL, ELEVATED WATER
 CT1183'TANKS, PAINTED SILVER.  IT IS LOCATED NEAR THE CENTER OF
 CT1183'ANSON.  THE APEX WAS THE POINT OF INTERSECTION.
 CT1183
 CT1183                          STATION RECOVERY (2005)
 CT1183
 CT1183'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CT1183'TANK HAS BEEN DISMANTLED.  CONCRETE PIERS ARE STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1184 ***********************************************************************
 CT1184  DESIGNATION -  ANSON SW BELL MICROWAVE
 CT1184  PID         -  CT1184
 CT1184  STATE/COUNTY-  TX/JONES
 CT1184  USGS QUAD   -  ANSON (1965)
 CT1184
 CT1184                         *CURRENT SURVEY CONTROL
 CT1184  ___________________________________________________________________
 CT1184* NAD 83(1993)-  32 45 26.15369(N)    099 53 42.55754(W)     ADJUSTED  
 CT1184* NAVD 88     -                                                        
 CT1184  ___________________________________________________________________
 CT1184  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 CT1184  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CT1184
 CT1184  HORZ ORDER  -  THIRD
 CT1184
 CT1184.The horizontal coordinates were established by classical geodetic methods
 CT1184.and adjusted by the National Geodetic Survey in February 1996..
 CT1184
 CT1184
 CT1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1184
 CT1184.The geoid height was determined by GEOID03.
 CT1184
 CT1184;                    North         East     Units Scale Factor Converg.
 CT1184;SPC TXNC     - 2,121,804.318   469,281.227   MT  0.99988574   -0 45 39.3
 CT1184;SPC TXNC     - 6,961,286.33  1,539,633.49   sFT  0.99988574   -0 45 39.3
 CT1184;UTM  14      - 3,624,732.270   416,148.711   MT  0.99968670   -0 29 03.8
 CT1184
 CT1184                          SUPERSEDED SURVEY CONTROL
 CT1184
 CT1184  NAD 83(1993)-  32 45 26.16008(N)    099 53 42.54761(W) AD(       ) 4
 CT1184  NAD 83(1986)-  32 45 26.16014(N)    099 53 42.54703(W) AD(       ) 4
 CT1184  NAD 27      -  32 45 25.74460(N)    099 53 41.20219(W) AD(       ) 3
 CT1184
 CT1184.Superseded values are not recommended for survey control.
 CT1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1184.See file dsdata.txt to determine how the superseded data were derived.
 CT1184
 CT1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1614924732(NAD 83)
 CT1184_MARKER: 45 = MICROWAVE TOWER
 CT1184
 CT1184  HISTORY     - Date     Condition        Report By
 CT1184  HISTORY     - 1974     FIRST OBSERVED   NGS
 CT1184  HISTORY     - 20050526 MARK NOT FOUND   USPSQD
 CT1184
 CT1184                          STATION DESCRIPTION
 CT1184
 CT1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 CT1184'ANSON SOUTHWESTERN BELL MICRO-WAVE TOWER, IS LOCATED NEAR THE
 CT1184'CENTER OF ANSON.  IT IS 208 FEET HIGH, PAINTED RED AND WHITE,
 CT1184'WITH ONE REFLECTOR FACING SOUTH AND NEAR THE TOP, WITH LIGHT
 CT1184'NEAR THE NORTHWEST CORNER OF TOWER, NOTE THIS LIGHT DOES NOT
 CT1184'OPERATE, IT IS SUPPORTED BY FOUR STEEL LEGS, NEAR THE CORNER
 CT1184'OF 11TH STREET, EAST OF SQUARE.
 CT1184'
 CT1184'INTERSECT TOP CENTER.
 CT1184
 CT1184                          STATION RECOVERY (2005)
 CT1184
 CT1184'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CT1184'TOWER HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0464 ***********************************************************************
 BO0464  DESIGNATION -  ANT 22 MI SO OF SONORA
 BO0464  PID         -  BO0464
 BO0464  STATE/COUNTY-  TX/SUTTON
 BO0464  USGS QUAD   -  DUNBAR DRAW SW (1982)
 BO0464
 BO0464                         *CURRENT SURVEY CONTROL
 BO0464  ___________________________________________________________________
 BO0464* NAD 83(1993)-  30 17 55.50614(N)    100 38 46.13611(W)     ADJUSTED  
 BO0464* NAVD 88     -                                                        
 BO0464  ___________________________________________________________________
 BO0464  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 BO0464  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BO0464
 BO0464  HORZ ORDER  -  THIRD
 BO0464
 BO0464.The horizontal coordinates were established by classical geodetic methods
 BO0464.and adjusted by the National Geodetic Survey in February 1996..
 BO0464
 BO0464
 BO0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0464
 BO0464.The geoid height was determined by GEOID03.
 BO0464
 BO0464;                    North         East     Units Scale Factor Converg.
 BO0464;SPC TX C     - 3,070,113.342   669,909.755   MT  0.99995638   -0 09 40.0
 BO0464;SPC TX C     -10,072,530.19  2,197,862.25   sFT  0.99995638   -0 09 40.0
 BO0464;UTM  14      - 3,353,037.688   341,699.683   MT  0.99990916   -0 49 50.4
 BO0464
 BO0464                          SUPERSEDED SURVEY CONTROL
 BO0464
 BO0464  NAD 83(1986)-  30 17 55.50381(N)    100 38 46.12511(W) AD(       ) 4
 BO0464  NAD 27      -  30 17 54.81321(N)    100 38 44.78979(W) AD(       ) 3
 BO0464
 BO0464.Superseded values are not recommended for survey control.
 BO0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0464.See file dsdata.txt to determine how the superseded data were derived.
 BO0464
 BO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4170053038(NAD 83)
 BO0464_MARKER: 41 = ANTENNA MAST
 BO0464
 BO0464  HISTORY     - Date     Condition        Report By
 BO0464  HISTORY     - 1971     FIRST OBSERVED   USGS
 BO0464
 BO0464                          STATION DESCRIPTION
 BO0464
 BO0464'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0464'STATION IS LOCATED DUE SOUTH 22 MILES AIRLINE DISTANCE FROM SONORA,
 BO0464'TEXAS, 1.0 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 277 AND
 BO0464'STATE HIGHWAY 55.
 BO0464'
 BO0464'STATION MARK--CENTERLINE OF A 200 FOOT RED AND WHITE TRIANGULAR
 BO0464'RADIO ANTENNA, ABOUT 600 FEET WEST OF U.S. HIGHWAY 277, AT THE
 BO0464'SOUTHWEST CORNER OF A CHAINLINK FENCE AROUND A LARGE GAS LINE
 BO0464'PUMPING STATION.
 BO0464'
 BO0464'INTERSECTED FROM STATION CAUTHORN ET 1971, WARD ET 1971, AND A-M
 BO0464'ET 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0654 ***********************************************************************
 AZ0654  DESIGNATION -  ANT 9 MI ENE OF CARTA VALLEY
 AZ0654  PID         -  AZ0654
 AZ0654  STATE/COUNTY-  TX/EDWARDS
 AZ0654  USGS QUAD   -  CARTA VALLEY SE (1978)
 AZ0654
 AZ0654                         *CURRENT SURVEY CONTROL
 AZ0654  ___________________________________________________________________
 AZ0654* NAD 83(1993)-  29 51 24.45293(N)    100 32 37.00766(W)     ADJUSTED  
 AZ0654* NAVD 88     -                                                        
 AZ0654  ___________________________________________________________________
 AZ0654  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AZ0654  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 AZ0654
 AZ0654  HORZ ORDER  -  THIRD
 AZ0654
 AZ0654.The horizontal coordinates were established by classical geodetic methods
 AZ0654.and adjusted by the National Geodetic Survey in February 1996..
 AZ0654
 AZ0654
 AZ0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0654
 AZ0654.The geoid height was determined by GEOID03.
 AZ0654
 AZ0654;                    North         East     Units Scale Factor Converg.
 AZ0654;SPC TXSC     - 4,225,239.810   450,867.682   MT  0.99990459   -0 45 22.4
 AZ0654;SPC TXSC     -13,862,307.61  1,479,221.72   sFT  0.99990459   -0 45 22.4
 AZ0654;UTM  14      - 3,303,917.008   350,899.618   MT  0.99987429   -0 46 07.0
 AZ0654
 AZ0654                          SUPERSEDED SURVEY CONTROL
 AZ0654
 AZ0654  NAD 83(1986)-  29 51 24.44796(N)    100 32 36.99356(W) AD(       ) 4
 AZ0654  NAD 27      -  29 51 23.67493(N)    100 32 35.67628(W) AD(       ) 3
 AZ0654
 AZ0654.Superseded values are not recommended for survey control.
 AZ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0654.See file dsdata.txt to determine how the superseded data were derived.
 AZ0654
 AZ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU5090003917(NAD 83)
 AZ0654_MARKER: 41 = ANTENNA MAST
 AZ0654
 AZ0654  HISTORY     - Date     Condition        Report By
 AZ0654  HISTORY     - 1971     FIRST OBSERVED   USGS
 AZ0654
 AZ0654                          STATION DESCRIPTION
 AZ0654
 AZ0654'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0654'STATION IS LOCATED NORTH 62 DEGREES EAST, 9 MILES AIRLINE DISTANCE
 AZ0654'FROM CARTA VALLEY, TEXAS, ON HIGHEST POINT OF A LOW TOP.  1.0
 AZ0654'MILES EAST OF U.S. HIGHWAY 377 AND 0.4 MILES NORTH-NORTHEAST OF
 AZ0654'B. DUNN RANCH HOUSE, ON LAND OWNED BY LAMAR SMITH.
 AZ0654'
 AZ0654'STATION MARK--CENTERLINE OF 150 FOOT RED AND WHITE TRIANGULAR
 AZ0654'RADIO ANTENNA, ON THE WEST SIDE OF A SMALL TRANSMITTER BUILDING.
 AZ0654'
 AZ0654'INTERSECTED FROM STATIONS CURVE ET 1971, WARDLAW USED 1941, AND
 AZ0654'CODY USED 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0437 ***********************************************************************
 BQ0437  DESIGNATION -  ANTE
 BQ0437  PID         -  BQ0437
 BQ0437  STATE/COUNTY-  TX/PRESIDIO
 BQ0437  USGS QUAD   -  OAK HILLS SOUTH (1993)
 BQ0437
 BQ0437                         *CURRENT SURVEY CONTROL
 BQ0437  ___________________________________________________________________
 BQ0437* NAD 83(1993)-  30 09 42.52645(N)    104 21 44.95207(W)     ADJUSTED  
 BQ0437* NAVD 88     -      1601.     (meters)    5253.     (feet)  SCALED    
 BQ0437  ___________________________________________________________________
 BQ0437  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 BQ0437  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BQ0437
 BQ0437  HORZ ORDER  -  SECOND
 BQ0437
 BQ0437.The horizontal coordinates were established by classical geodetic methods
 BQ0437.and adjusted by the National Geodetic Survey in February 1996..
 BQ0437
 BQ0437.The orthometric height was scaled from a topographic map.
 BQ0437
 BQ0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0437
 BQ0437.The geoid height was determined by GEOID03.
 BQ0437
 BQ0437;                    North         East     Units Scale Factor Converg.
 BQ0437;SPC TXSC     - 4,269,906.082    83,633.024   MT  0.99996716   -2 37 37.7
 BQ0437;SPC TXSC     -14,008,850.20    274,386.01   sFT  0.99996716   -2 37 37.7
 BQ0437;UTM  13      - 3,336,887.353   561,387.319   MT  0.99964649   +0 19 13.2
 BQ0437
 BQ0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0437!SPC TXSC     -   0.99975213  x   0.99996716  =   0.99971930
 BQ0437!UTM  13      -   0.99975213  x   0.99964649  =   0.99939871
 BQ0437
 BQ0437|---------------------------------------------------------------------|
 BQ0437| PID    Reference Object                     Distance      Geod. Az  |
 BQ0437|                                                           dddmmss.s |
 BQ0437| CH7843 ANTE RM 1                             7.855 METERS 04235     |
 BQ0437| CH7842 ANTE AZ MK                                         0541901.7 |
 BQ0437| CH7844 ANTE RM 2                            11.626 METERS 13552     |
 BQ0437|---------------------------------------------------------------------|
 BQ0437
 BQ0437                          SUPERSEDED SURVEY CONTROL
 BQ0437
 BQ0437  NAD 83(1986)-  30 09 42.52075(N)    104 21 44.95132(W) AD(       ) 2
 BQ0437  NAD 27      -  30 09 41.95600(N)    104 21 43.24100(W) AD(       ) 2
 BQ0437
 BQ0437.Superseded values are not recommended for survey control.
 BQ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0437.See file dsdata.txt to determine how the superseded data were derived.
 BQ0437
 BQ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP6138736887(NAD 83)
 BQ0437_MARKER: DS = TRIANGULATION STATION DISK
 BQ0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BQ0437+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2003
 BQ0437
 BQ0437  HISTORY     - Date     Condition        Report By
 BQ0437  HISTORY     - 1942     MONUMENTED       CGS
 BQ0437  HISTORY     - 20030420 GOOD             USPSQD
 BQ0437
 BQ0437                          STATION DESCRIPTION
 BQ0437
 BQ0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0437'STATION IS LOCATED ABOUT 23 MILES SW OF MARFA AND ABOUT 6 MILES
 BQ0437'SW OF THE FLETCHER RANCH, ON TOP OF LOW DIVIDE AND ALONG THE
 BQ0437'MARFA-RUIDOSA HIGHWAY.
 BQ0437'
 BQ0437'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE BLOCK
 BQ0437'WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS STAMPED
 BQ0437'ANTE 1942.
 BQ0437'
 BQ0437'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 BQ0437'
 BQ0437'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 BQ0437'BLOCK WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS
 BQ0437'STAMPED ANTE 1942 NO. 1.
 BQ0437'
 BQ0437'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN
 BQ0437'DRILL HOLE IN OUTCROPPING BEDROCK AND STAMPED ANTE 1942 NO. 2.
 BQ0437'
 BQ0437'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 BQ0437'BLOCK WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS
 BQ0437'STAMPED ANTE 1942.
 BQ0437'
 BQ0437'TO REACH FROM JUNCTION OF HIGHWAYS 90 AND 67 IN MARFA GO W
 BQ0437'ON HIGHWAY 90 FOR 0.6 MILE, THEN TURN LEFT AND GO S AND SW
 BQ0437'ON THE RUIDOSA ROAD 18.1 MILES TO THE FLETCHER RANCH ON THE
 BQ0437'RIGHT (A LARGE WHITE HOUSE WITH A RED ROOF), CONTINUE SW ON
 BQ0437'THE MAIN HIGHWAY FOR 6.2 MILES TO THE TOP OF A LOW DIVIDE AND
 BQ0437'STATION ON THE LEFT.
 BQ0437
 BQ0437                          STATION RECOVERY (2003)
 BQ0437
 BQ0437'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BQ0437'STATION 'ANTE 1942' SURFACE MARK DESTROYED.  REFERENCE MARK 'ANTE NO
 BQ0437'1' NOT FOUND. REFERENCE MARK 'ANTE NO 2' FOUND IN GOOD CONDITON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1353 ***********************************************************************
 BZ1353  DESIGNATION -  ANTELOPE
 BZ1353  PID         -  BZ1353
 BZ1353  STATE/COUNTY-  TX/CORYELL
 BZ1353  USGS QUAD   -  TWIN MOUNTAINS (1995)
 BZ1353
 BZ1353                         *CURRENT SURVEY CONTROL
 BZ1353  ___________________________________________________________________
 BZ1353* NAD 83(1993)-  31 12 11.50855(N)    097 52 48.84578(W)     ADJUSTED  
 BZ1353* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 BZ1353  ___________________________________________________________________
 BZ1353  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 BZ1353  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BZ1353
 BZ1353  HORZ ORDER  -  SECOND
 BZ1353
 BZ1353.The horizontal coordinates were established by classical geodetic methods
 BZ1353.and adjusted by the National Geodetic Survey in February 1996..
 BZ1353
 BZ1353.The orthometric height was scaled from a topographic map.
 BZ1353
 BZ1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1353
 BZ1353.The geoid height was determined by GEOID03.
 BZ1353
 BZ1353;                    North         East     Units Scale Factor Converg.
 BZ1353;SPC TX C     - 3,172,909.961   933,737.956   MT  0.99988792   +1 15 48.6
 BZ1353;SPC TX C     -10,409,788.76  3,063,438.61   sFT  0.99988792   +1 15 48.6
 BZ1353;UTM  14      - 3,452,661.689   606,675.385   MT  0.99974036   +0 34 48.6
 BZ1353
 BZ1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1353!SPC TX C     -   0.99995394  x   0.99988792  =   0.99984187
 BZ1353!UTM  14      -   0.99995394  x   0.99974036  =   0.99969431
 BZ1353
 BZ1353|---------------------------------------------------------------------|
 BZ1353| PID    Reference Object                     Distance      Geod. Az  |
 BZ1353|                                                           dddmmss.s |
 BZ1353| CV3651 ANTELOPE RM 1                        30.486 METERS 00619     |
 BZ1353| CV3650 ANTELOPE AZ MK                                     1183656.2 |
 BZ1353| BZ1344 CAMP HOOD EAST TANK                 APPROX.13.0 KM 1210549.7 |
 BZ1353| BZ1345 CAMP HOOD WEST TANK                 APPROX.11.3 KM 1294123.8 |
 BZ1353| CV3652 ANTELOPE RM 2                        30.312 METERS 22945     |
 BZ1353| BZ1356 PIDCOKE                             APPROX.10.8 KM 3205602.9 |
 BZ1353|---------------------------------------------------------------------|
 BZ1353
 BZ1353                          SUPERSEDED SURVEY CONTROL
 BZ1353
 BZ1353  NAD 83(1986)-  31 12 11.51801(N)    097 52 48.83057(W) AD(       ) 2
 BZ1353  NAD 27      -  31 12 10.90200(N)    097 52 47.74300(W) AD(       ) 2
 BZ1353
 BZ1353.Superseded values are not recommended for survey control.
 BZ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1353.See file dsdata.txt to determine how the superseded data were derived.
 BZ1353
 BZ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV0667552662(NAD 83)
 BZ1353_MARKER: P = PIPE CAP
 BZ1353_SETTING: 0 = UNSPECIFIED SETTING
 BZ1353_MARK LOGO: USE   
 BZ1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1353+STABILITY: SURFACE MOTION
 BZ1353
 BZ1353  HISTORY     - Date     Condition        Report By
 BZ1353  HISTORY     - 1943     MONUMENTED       USE
 BZ1353  HISTORY     - 1957     GOOD             AMS
 BZ1353  HISTORY     - 1962     GOOD             USE
 BZ1353  HISTORY     - 1965     GOOD             CGS
 BZ1353  HISTORY     - 19840615 GOOD             NGS
 BZ1353
 BZ1353                          STATION DESCRIPTION
 BZ1353
 BZ1353'DESCRIBED BY US ENGINEERS 1943 (PLB)
 BZ1353'STATION IS LOCATED ABOUT 10 MILES NW OF KILLEEN, 5 MILES N
 BZ1353'OF COPPERAS COVE, AND IN THE NORTHWESTERLY PART OF CAMP
 BZ1353'HOOD.  STATION IS LOCATED ON A CLEAR GRASSY HILL.  THE MARK
 BZ1353'IS A STANDARD C. OF E. MARK CONSISTING OF A SECTION OF 2-INCH
 BZ1353'CAPPED PIPE SET IN A BLOCK OF CONCRETE.  IT IS 35 PACES
 BZ1353'NORTHERLY FROM THE GRAVEL BANK AND IS STAMPED ANTELOPE.
 BZ1353'MARK PROJECTS ABOUT 3 INCHES.
 BZ1353'
 BZ1353'REFERENCE MARK NO. 1 IS A SIMILAR MARK AND IS ABOUT 100 FEET
 BZ1353'N OF THE STATION.  IT IS STAMPED 1 AND PROJECTS ABOUT 3 INCHES.
 BZ1353'
 BZ1353'REFERENCE MARK NO. 2 IS A SIMILAR MARK AND IS STAMPED 2.  IT
 BZ1353'IS 99.5 FEET SW OF THE STATION.
 BZ1353'
 BZ1353'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE.
 BZ1353'
 BZ1353'THE AZIMUTH MARK IS 12 PACES NORTHERLY FROM THE CENTER LINE
 BZ1353'OF THE ROAD TO THE STATION AT THE EDGE OF THE RIGHT-OF-WAY.
 BZ1353'IT IS STAMPED ANTELOPE C OF E 1943 AND PROJECTS 1 INCH.
 BZ1353'
 BZ1353'TO REACH THE STATION FROM KILLEEN GO WESTERLY ON U.S. HIGHWAY
 BZ1353'190 FOR 2.45 MILES TO THE ENTRANCE TO CAMP HOOD.  TURN RIGHT
 BZ1353'INTO THE CAMP AND GO 0.8 MILE TO SOUTH AVENUE, TURN LEFT
 BZ1353'AND GO 1.25 MILES TO ONE HUNDRED SEVENTY-TWO STREET, TURN
 BZ1353'RIGHT AND GO 1.5 MILES TO A FORKS, TAKE LEFT FORK AND GO
 BZ1353'5.5 MILES TO A SCHOOLHOUSE AT CROSSROADS, CONTINUE STRAIGHT
 BZ1353'AHEAD FOR 1.3 MILES TO AZIMUTH MARK ON THE RIGHT, CONTINUE
 BZ1353'STRAIGHT AHEAD FOR 0.2 MILE TO A TRAIL ROAD LEADING TO THE
 BZ1353'TOP OF KNOLL AND STATION.
 BZ1353
 BZ1353                          STATION RECOVERY (1957)
 BZ1353
 BZ1353'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1353'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1353
 BZ1353                          STATION RECOVERY (1962)
 BZ1353
 BZ1353'RECOVERY NOTE BY US ENGINEERS 1962
 BZ1353'STATION RECOVERED IN GOOD CONDITION.  STATION IS ATOP A
 BZ1353'CLEAR GRASSY HILL, A 2 INCH CAPPED IRON PIPE IN CONCRETE
 BZ1353'POST PROJECTING 3 INCHES.
 BZ1353'
 BZ1353'REFERENCE MARK NO. 1 WAS FOUND DISTURBED SLIGHTLY--A CAPPED
 BZ1353'2 INCH IRON PIPE IN CONCRETE POST.  REFERENCE MARK NO. 2
 BZ1353'WAS RECOVERED BADLY DISTURBED (DISPLACED) AND CAPPED 2 INCH
 BZ1353'IRON PIPE MARRED.
 BZ1353'
 BZ1353'AZIMUTH MARK RECOVERED IN MARRED CONDITION AND FLUSH WITH
 BZ1353'GROUND.
 BZ1353'
 BZ1353'FROM INTERSECTION OF ELIJAH ROAD AND OLD GEORGETOWN ROAD,
 BZ1353'GO W 0.6 MILE ON ELIJAH ROAD TO FORKS, THEN E 1.1 MILES
 BZ1353'ON LEFT FORK AND ELIJAH ROAD AND STATION SITE.
 BZ1353
 BZ1353                          STATION RECOVERY (1965)
 BZ1353
 BZ1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 BZ1353'STATION FOUND IN GOOD CONDITION.  R.M. 1 AND R.M. 2 BADLY
 BZ1353'DISTURBED.  AZIMUTH MARK NOT FOUND, AS ROAD WAS WIDENED AND
 BZ1353'SHOULDER GRADED.  POSSIBLY DESTROYED.
 BZ1353'
 BZ1353'STATION IS 1.1 MILES W OF INTERSECTION OF ELIJAH ROAD AND
 BZ1353'ANTELOPE ROAD, APPROX. 300 PACES N OF ELIJAH ROAD AND 15
 BZ1353'PACES S OF A CONCRETE TERRAIN PLOT.  A 20-FOOT HIGH METAL
 BZ1353'AND WOOD TOWER STANDS ABOVE STATION.
 BZ1353
 BZ1353                          STATION RECOVERY (1984)
 BZ1353
 BZ1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 BZ1353'THE STATION WAS RECOVERED AS DESCRIBED.  THE AZIMUTH AND REFERENCE
 BZ1353'MARKS WERE NOT FOUND.  NO MARKS WERE SET DUE TO THE HEAVY TANK TRAFFIC
 BZ1353'AROUND THE STATION.  STATION---JACK---CAN BE USED AS AN AZIMUTH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0750 ***********************************************************************
 DO0750  DESIGNATION -  ANTELOPE
 DO0750  PID         -  DO0750
 DO0750  STATE/COUNTY-  TX/CLAY
 DO0750  USGS QUAD   -  DARNELL BRANCH (1964)
 DO0750
 DO0750                         *CURRENT SURVEY CONTROL
 DO0750  ___________________________________________________________________
 DO0750* NAD 83(1993)-  33 28 45.33300(N)    098 23 34.29072(W)     ADJUSTED  
 DO0750* NAVD 88     -       352.1    (meters)    1155.     (feet)  VERTCON   
 DO0750  ___________________________________________________________________
 DO0750  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 DO0750  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DO0750
 DO0750  HORZ ORDER  -  FIRST
 DO0750
 DO0750.The horizontal coordinates were established by classical geodetic methods
 DO0750.and adjusted by the National Geodetic Survey in February 1996..
 DO0750
 DO0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0750
 DO0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0750
 DO0750.The geoid height was determined by GEOID03.
 DO0750
 DO0750;                    North         East     Units Scale Factor Converg.
 DO0750;SPC TXNC     - 2,201,005.672   609,957.238   MT  0.99990039   +0 03 30.4
 DO0750;SPC TXNC     - 7,221,132.78  2,001,168.04   sFT  0.99990039   +0 03 30.4
 DO0750;UTM  14      - 3,704,584.579   556,408.425   MT  0.99963923   +0 20 05.7
 DO0750
 DO0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0750!SPC TXNC     -   0.99994912  x   0.99990039  =   0.99984952
 DO0750!UTM  14      -   0.99994912  x   0.99963923  =   0.99958837
 DO0750
 DO0750|---------------------------------------------------------------------|
 DO0750| PID    Reference Object                     Distance      Geod. Az  |
 DO0750|                                                           dddmmss.s |
 DO0750| CX7507 ANTELOPE RM 1                        15.699 METERS 20329     |
 DO0750| CX7508 ANTELOPE RM 2                        13.283 METERS 28721     |
 DO0750| DO0752 ANTELOPE AZ MK                      APPROX. 0.7 KM 3205049.4 |
 DO0750| DO0686 WINDTHORST CATH CH SPIRE            APPROX.11.5 KM 3375744.0 |
 DO0750|---------------------------------------------------------------------|
 DO0750
 DO0750                          SUPERSEDED SURVEY CONTROL
 DO0750
 DO0750  NAD 83(1993)-  33 28 45.33338(N)    098 23 34.28988(W) AD(       ) 1
 DO0750  NAD 83(1986)-  33 28 45.33545(N)    098 23 34.27693(W) AD(       ) 1
 DO0750  NAD 27      -  33 28 44.94715(N)    098 23 33.09549(W) AD(       ) 1
 DO0750  NGVD 29 (07/19/86)  352.0    (m)         1155.     (f) VERT ANG       
 DO0750
 DO0750.Superseded values are not recommended for survey control.
 DO0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0750.See file dsdata.txt to determine how the superseded data were derived.
 DO0750
 DO0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5640804585(NAD 83)
 DO0750_MARKER: DS = TRIANGULATION STATION DISK
 DO0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0750+STABILITY: SURFACE MOTION
 DO0750
 DO0750  HISTORY     - Date     Condition        Report By
 DO0750  HISTORY     - 1966     MONUMENTED       CGS
 DO0750  HISTORY     - 1978     GOOD             NGS
 DO0750
 DO0750                          STATION DESCRIPTION
 DO0750
 DO0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0750'THIS STATION NOT OCCUPIED.
 DO0750'
 DO0750'THE STATION IS ABOUT 7-1/2 MILES WEST OF SHANNON, 7 MILES
 DO0750'SOUTH-SOUTHWEST OF WINDTHORST AND 3-1/2 MILES NORTH-NORTHWEST OF
 DO0750'ANTELOPE, ON THE SUMMIT OF A SMALL ROCKY, BRUSH COVERED HILL, ON
 DO0750'PROPERTY OWNED BY MR. WRIGHT AND LEASED BY MR. W.R. HILL.
 DO0750'
 DO0750'TO REACH THE STATION FROM THE POST OFFICE IN WINDTHORST, GO
 DO0750'SOUTH ON HIGHWAY 281 FOR 5.6 MILES TO A CROSSROAD.  TURN LEFT
 DO0750'AND GO EAST FOR 2.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 DO0750'SOUTH FOR 0.8 MILE TO A CATTLE GUARD, A SIDE ROAD AND THE AZIMUTH
 DO0750'MARK ON THE LEFT.  TURN LEFT, CROSSING CATTLE GUARD TO A FORK.
 DO0750'TAKE THE RIGHT FORK AND GO SOUTHEAST ON TRACK ROAD FOR 0.3 MILE TO
 DO0750'A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON DIM TRACK
 DO0750'ROAD FOR 0.2 MILE.  HERE BEAR LEFT AND GO ACROSS PASTURE FOR 0.15
 DO0750'MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 DO0750'
 DO0750'STATION MARK IS A STANDARD DISK, STAMPED ANTELOPE 1966, SET IN THE
 DO0750'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0750'4 INCHES ABOVE THE GROUND.
 DO0750'
 DO0750'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANTELOPE NO 1 1966,
 DO0750'CEMENTED IN A DRILL HOLE IN BEDROCK.
 DO0750'
 DO0750'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANTELOPE NO 2 1966,
 DO0750'CEMENTED IN A DRILL HOLE IN BEDROCK.
 DO0750'
 DO0750'AZIMUTH MARK IS A STANDARD DISK, STAMPED ANTELOPE 1966, CEMENTED
 DO0750'IN A DRILL HOLE IN A BOULDER.
 DO0750'
 DO0750'THE ABOVE INFORMATION FURNISHED BY RECONNAISSANCE PARTY AND
 DO0750'BUILDING FOREMAN.
 DO0750'
 DO0750'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 DO0750
 DO0750                          STATION RECOVERY (1978)
 DO0750
 DO0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0750'THE MARKS FOR THIS THIS STATION WERE SET IN 1966 BUT THE
 DO0750'STATION WAS NOT OCCUPIED UNTIL THIS TIME.
 DO0750'
 DO0750'THE STATION IS LOCATED 7-1/2 MILES WEST OF THE VILLAGE OF
 DO0750'SHANNON, 7 MILES SOUTH-SOUTHEAST OF WINDTHORST, 3-1/2 MILES
 DO0750'NORTH-NORTHWEST OF THE VILLAGE OF ANTELOPE, 2 MILES NORTHEAST
 DO0750'OF THE CLAY-ARCHER-JACK COUNTIES JUNCTION CORNER, ON A LOW HILL,
 DO0750'ON THE PROPERTY OF THE WRIGHT RANCH, LEASED BY J. W. HASTINGS.
 DO0750'
 DO0750'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0750'STATE HIGHWAY 25 IN WINDTHORST, GO SOUTH ON HIGHWAY 281 FOR 5.4
 DO0750'MILES TO A DIRT CROSSROAD.  TURN LEFT, EAST, ON THE DIRT ROAD
 DO0750'FOR 2.7 MILES TO AN OFFSET CROSSROAD.  TURN RIGHT, SOUTH, ON
 DO0750'THE DIRT ROAD FOR 0.8 MILE TO TOP OF RISE, A CATTLE GUARD ON
 DO0750'THE LEFT, AND THE AZIMUTH MARK ON THE RIGHT.
 DO0750'TURN LEFT ACROSS CATTLE GUARD, THEN RIGHT, SOUTHEAST AT FORK,
 DO0750'(STATION HILL IS DIRECTLY AHEAD) AND FOLLOW TRACK ROAD
 DO0750'FOR 0.15 MILE TO A FORK.  KEEP RIGHT, SOUTHEAST, ON THE TRACK
 DO0750'ROAD FOR 0.45 MILE TO TOP OF HILL AND STATION.
 DO0750'
 DO0750'STATION MARKS, STAMPED---ANTELOPE 1966---, ARE STANDARD DISKS.
 DO0750'THE SURFACE DISK IS SET IN A 12-INCH ROUND CONCRETE POST
 DO0750'THAT PROJECTS 4 INCHES ABOVE GROUND.  IT IS 14 FEET
 DO0750'NORTH OF A 12-INCH SCRUB OAK TREE AND 11.9 FEET EAST OF A
 DO0750'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 DO0750'IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW GROUND.
 DO0750'
 DO0750'REFERENCE MARK 1, STAMPED---ANTELOPE NO 1 1966---, IS A
 DO0750'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 2 X 5 FOOT X 3
 DO0750'INCH HIGH BOULDER.  IT IS 42.9 FEET SOUTHWEST OF THE WITNESS
 DO0750'POST, 14.5 FEET EAST-SOUTHEAST OF THE EAST END OF A 50 FOOT
 DO0750'LONG LOW BOULDER, AND 1 FOOT LOWER THAN THE STATION.
 DO0750'
 DO0750'REFERENCE MARK 2, STAMPED---ANTELOPE NO 2 1966---, IS A
 DO0750'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT X 4
 DO0750'INCH HIGH BOULDER.  IT IS 37 FEET NORTHWEST OF THE 12-INCH OAK
 DO0750'TREE, 33 FEET NORTH-NORTHWEST OF THE WITNESS POST, 12.5 FEET
 DO0750'SOUTHEAST OF A 12-INCH TWIN-TRUNKED OAK TREE, AND 1
 DO0750'FOOT LOWER THAN THE STATION.
 DO0750'
 DO0750'AZIMUTH MARK, STAMPED---ANTELOPE 1966---, IS A STANDARD DISK
 DO0750'CEMENTED IN A DRILL HOLE IN A 3 X 4 X 1 FOOT HIGH BOULDER.  IT
 DO0750'IS 106 FEET SOUTH-SOUTHEAST OF A UTILITY POLE, 90.5 FEET WEST-
 DO0750'SOUTHWEST OF THE SOUTH END OF THE CATTLE GUARD, 15.5 FEET WEST
 DO0750'OF A FENCE, 3.1 FEET WEST OF A METAL WITNESS POST, AND 2 FEET
 DO0750'SOUTH OF THE NORTH EDGE OF THE BOULDER.
 DO0750'
 DO0750'HEIGHT OF LIGHT ABOVE STATION MARK WAS 10.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1620 ***********************************************************************
 FL1620  DESIGNATION -  ANTELOPE
 FL1620  PID         -  FL1620
 FL1620  STATE/COUNTY-  TX/HUTCHINSON
 FL1620  USGS QUAD   -  ADOBE CREEK SW (1971)
 FL1620
 FL1620                         *CURRENT SURVEY CONTROL
 FL1620  ___________________________________________________________________
 FL1620* NAD 83(1993)-  35 47 07.10892(N)    101 12 56.93628(W)     ADJUSTED  
 FL1620* NAVD 88     -       879.     (meters)    2884.     (feet)  SCALED    
 FL1620  ___________________________________________________________________
 FL1620  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FL1620  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FL1620
 FL1620  HORZ ORDER  -  THIRD
 FL1620
 FL1620.The horizontal coordinates were established by classical geodetic methods
 FL1620.and adjusted by the National Geodetic Survey in February 1996..
 FL1620
 FL1620.The orthometric height was scaled from a topographic map.
 FL1620
 FL1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1620
 FL1620.The geoid height was determined by GEOID03.
 FL1620
 FL1620;                    North         East     Units Scale Factor Converg.
 FL1620;SPC TX N     - 1,198,095.112   225,690.582   MT  0.99993137   +0 09 52.9
 FL1620;SPC TX N     - 3,930,750.38    740,453.18   sFT  0.99993137   +0 09 52.9
 FL1620;UTM  14      - 3,962,401.444   299,737.998   MT  1.00009421   -1 17 46.1
 FL1620
 FL1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1620!SPC TX N     -   0.99986624  x   0.99993137  =   0.99979762
 FL1620!UTM  14      -   0.99986624  x   1.00009421  =   0.99996044
 FL1620
 FL1620:                Primary Azimuth Mark                     Grid Az
 FL1620:SPC TX N     -  BULGE                                    154 05 17.3
 FL1620:UTM  14      -  BULGE                                    155 32 56.3
 FL1620
 FL1620|---------------------------------------------------------------------|
 FL1620| PID    Reference Object                     Distance      Geod. Az  |
 FL1620|                                                           dddmmss.s |
 FL1620| FL1619 BULGE                               APPROX. 3.9 KM 1541510.2 |
 FL1620|---------------------------------------------------------------------|
 FL1620
 FL1620                          SUPERSEDED SURVEY CONTROL
 FL1620
 FL1620  NAD 83(1993)-  35 47 07.10962(N)    101 12 56.93518(W) AD(       ) 3
 FL1620  NAD 83(1986)-  35 47 07.11622(N)    101 12 56.92484(W) AD(       ) 3
 FL1620  NAD 27      -  35 47 06.97044(N)    101 12 55.35318(W) AD(       ) 3
 FL1620
 FL1620.Superseded values are not recommended for survey control.
 FL1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1620.See file dsdata.txt to determine how the superseded data were derived.
 FL1620
 FL1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9973862401(NAD 83)
 FL1620_MARKER: DD = SURVEY DISK
 FL1620_SETTING: 0 = UNSPECIFIED SETTING
 FL1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1620
 FL1620  HISTORY     - Date     Condition        Report By
 FL1620  HISTORY     - 1952     MONUMENTED       USGS
 FL1620
 FL1620                          STATION DESCRIPTION
 FL1620
 FL1620'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1620'TO REACH FROM BORGER P.O. GO S. 2 BLOCKS TO THIRD ST. AND STATE
 FL1620'GO 5.8 MI. TO RD. ON RIGHT.  TURN RIGHT E., GO 0.5 MI. TO RD. FORK.
 FL1620'CONTINUE E. 1.9 MI. TO SPRING CREEK CROSSING.  CONTINUE E. 2.6 MI. TO
 FL1620'CROSSROADS.  TURN LEFT, N., GO 1.0 MI. TO CATTLE GUARD AND ROAD FORK.
 FL1620'TAKE LEFT FORK, GO TO RIGHT OF CORRAL, N., 0.75 MI. TO GATE.  GO THRU
 FL1620'GATE TAKE LEFT FORK, GO NW. 0.9 MI. TO NGS TRIANGULATION STATION BULGE
 FL1620'ON LEFT.  CONTINUE 0.25 MI. N. TO WINDMILL.  GO N. ON LEFT OF WINDMILL
 FL1620'FOLLOW RD. 1.4 MI. TO GATE AND CORRAL.  GO THROUGH GATE TO RIGHT OF
 FL1620'CORRAL, TURN LEFT, W., GO 0.2 MI. ALONG FENCE TO RD. NW. TURN RIGHT
 FL1620'GO NW, ALONG RD. 0.6 MI. LEAVE RD., TURN RIGHT, NE., GO 0.05 MI. TO
 FL1620'TOP OF SMALL KNOLL AND STATION.
 FL1620'
 FL1620'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED ---ANTELOPE
 FL1620'1952---.
 FL1620'
 FL1620'REFERENCE MARK NO.1 - 1 1/2 IN. IRON PIPE DRIVEN IN GROUND 138.80 FT.
 FL1620'DIST., S 56 DEG 04 MIN E.
 FL1620'
 FL1620'REFERENCE MARK NO.2 - 1 1/2 IN. IRON PIPE DRIVEN IN GROUND 112.70 FT.
 FL1620'DIST., S 28 DEG 58 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0869 ***********************************************************************
 BP0869  DESIGNATION -  ANTELOPE
 BP0869  PID         -  BP0869
 BP0869  STATE/COUNTY-  TX/PECOS
 BP0869  USGS QUAD   -  SIERRA MADERA NW (1980)
 BP0869
 BP0869                         *CURRENT SURVEY CONTROL
 BP0869  ___________________________________________________________________
 BP0869* NAD 83(1993)-  30 38 57.01023(N)    102 53 14.85377(W)     ADJUSTED  
 BP0869* NAVD 88     -      1119.     (meters)    3671.     (feet)  SCALED    
 BP0869  ___________________________________________________________________
 BP0869  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BP0869  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 BP0869
 BP0869  HORZ ORDER  -  THIRD
 BP0869
 BP0869.The horizontal coordinates were established by classical geodetic methods
 BP0869.and adjusted by the National Geodetic Survey in February 1996..
 BP0869
 BP0869.The orthometric height was scaled from a topographic map.
 BP0869
 BP0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0869
 BP0869.The geoid height was determined by GEOID03.
 BP0869
 BP0869;                    North         East     Units Scale Factor Converg.
 BP0869;SPC TX C     - 3,111,725.759   455,227.483   MT  0.99990052   -1 18 55.9
 BP0869;SPC TX C     -10,209,053.59  1,493,525.50   sFT  0.99990052   -1 18 55.9
 BP0869;UTM  13      - 3,392,625.160   702,432.678   MT  1.00010554   +1 04 38.3
 BP0869
 BP0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0869!SPC TX C     -   0.99982786  x   0.99990052  =   0.99972840
 BP0869!UTM  13      -   0.99982786  x   1.00010554  =   0.99993338
 BP0869
 BP0869:                Primary Azimuth Mark                     Grid Az
 BP0869:SPC TX C     -  MADERA                                   202 57 30.1
 BP0869:UTM  13      -  MADERA                                   200 33 55.9
 BP0869
 BP0869|---------------------------------------------------------------------|
 BP0869| PID    Reference Object                     Distance      Geod. Az  |
 BP0869|                                                           dddmmss.s |
 BP0869| BP0868 MADERA                              APPROX. 6.7 KM 2013834.2 |
 BP0869|---------------------------------------------------------------------|
 BP0869
 BP0869                          SUPERSEDED SURVEY CONTROL
 BP0869
 BP0869  NAD 83(1986)-  30 38 57.00230(N)    102 53 14.85599(W) AD(       ) 3
 BP0869  NAD 27      -  30 38 56.41600(N)    102 53 13.28500(W) AD(       ) 3
 BP0869
 BP0869.Superseded values are not recommended for survey control.
 BP0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0869.See file dsdata.txt to determine how the superseded data were derived.
 BP0869
 BP0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP0243392625(NAD 83)
 BP0869_MARKER: DD = SURVEY DISK
 BP0869_SETTING: 80 = SET IN A BOULDER
 BP0869_SP_SET: SET IN DRILL HOLE IN A BOULDER
 BP0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0869+STABILITY: SURFACE MOTION
 BP0869
 BP0869  HISTORY     - Date     Condition        Report By
 BP0869  HISTORY     - 1965     MONUMENTED       USGS
 BP0869
 BP0869                          STATION DESCRIPTION
 BP0869
 BP0869'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BP0869'LOCATED 17 MI. S. OF FORT STOCKTON, 2.7 MI. E. OF THE MARATHON RD. ON
 BP0869'A LOW HILL.
 BP0869'
 BP0869'TO REACH FROM COURT HOUSE IN FORT STOCKTON, DRIVE W. 0.7 MI. TO THE
 BP0869'MARATHON RD., TURN S. AND GO 16.7 MI. TO GATE OPPOSITE TO ENTRANCE.
 BP0869'TO ELSINORE RANCH, PASS THROUGH GATE AND GO E. 2.4 MI. TO GATE, GO
 BP0869'THROUGH GATE, THEN CONTINUE E. ON FIELD RD. ALONG FENCE FOR 0.5 MI. TO
 BP0869'PIPELINE, TURN N. ALONG PIPELINE AND GO 0.6 MI. TO SADDLE, TURN E.
 BP0869'UPHILL 0.1 MI. AND STATION.
 BP0869'
 BP0869'STATION MARK - STANDARD TABLET, STAMPED ---ANTELOPE 1965---, CEMENTED
 BP0869'IN DRILL HOLE ON TOP OF BOULDER, PROJECTING ABOUT A FOOT ABOVE GROUND.
 BP0869'
 BP0869'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE ON
 BP0869'TOP OF BOULDER, PROJECTING ABOUT A FOOT ABOVE GROUND, 17.29 FT. FROM
 BP0869'STATION MARK, S 66 DEG 07 MIN E.
 BP0869'
 BP0869'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE ON
 BP0869'TOP OF BOULDER, PROJECTING ABOUT 1.5 FT. ABOVE GROUND, 65.47 FT. FROM
 BP0869'STATION MARK, N 58 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0980 ***********************************************************************
 CD0980  DESIGNATION -  ANTELOPE
 CD0980  PID         -  CD0980
 CD0980  STATE/COUNTY-  TX/CULBERSON
 CD0980  USGS QUAD   -  BURRO CANYON (1973)
 CD0980
 CD0980                         *CURRENT SURVEY CONTROL
 CD0980  ___________________________________________________________________
 CD0980* NAD 83(1993)-  31 35 32.01285(N)    104 40 28.31619(W)     ADJUSTED  
 CD0980* NAVD 88     -      1723.     (meters)    5653.     (feet)  SCALED    
 CD0980  ___________________________________________________________________
 CD0980  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CD0980  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CD0980
 CD0980  HORZ ORDER  -  FIRST
 CD0980
 CD0980.The horizontal coordinates were established by classical geodetic methods
 CD0980.and adjusted by the National Geodetic Survey in February 1996..
 CD0980
 CD0980.The orthometric height was scaled from a topographic map.
 CD0980
 CD0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0980
 CD0980.The geoid height was determined by GEOID03.
 CD0980
 CD0980;                    North         East     Units Scale Factor Converg.
 CD0980;SPC TX C     - 3,221,500.756   288,112.831   MT  0.99993476   -2 14 09.5
 CD0980;SPC TX C     -10,569,207.06    945,250.18   sFT  0.99993476   -2 14 09.5
 CD0980;UTM  13      - 3,495,284.393   530,877.518   MT  0.99961176   +0 10 13.8
 CD0980
 CD0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0980!SPC TX C     -   0.99973322  x   0.99993476  =   0.99966800
 CD0980!UTM  13      -   0.99973322  x   0.99961176  =   0.99934508
 CD0980
 CD0980|---------------------------------------------------------------------|
 CD0980| PID    Reference Object                     Distance      Geod. Az  |
 CD0980|                                                           dddmmss.s |
 CD0980| CH7848 ANTELOPE RM 1                        10.087 METERS 03138     |
 CD0980| CD0981 MADERA                              APPROX. 1.9 KM 0474934.5 |
 CD0980| CH7849 ANTELOPE RM 2                         9.068 METERS 11041     |
 CD0980|---------------------------------------------------------------------|
 CD0980
 CD0980                          SUPERSEDED SURVEY CONTROL
 CD0980
 CD0980  NAD 83(1986)-  31 35 32.01355(N)    104 40 28.31447(W) AD(       ) 1
 CD0980  NAD 27      -  31 35 31.57100(N)    104 40 26.52800(W) AD(       ) 1
 CD0980
 CD0980.Superseded values are not recommended for survey control.
 CD0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0980.See file dsdata.txt to determine how the superseded data were derived.
 CD0980
 CD0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ3087895284(NAD 83)
 CD0980_MARKER: DS = TRIANGULATION STATION DISK
 CD0980_SETTING: 66 = SET IN ROCK OUTCROP
 CD0980_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CD0980
 CD0980  HISTORY     - Date     Condition        Report By
 CD0980  HISTORY     - 1943     MONUMENTED       CGS
 CD0980  HISTORY     - 1946     GOOD             USGS
 CD0980
 CD0980                          STATION DESCRIPTION
 CD0980
 CD0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0980'THE STATION IS LOCATED ON A HIGH RIDGE OVERLOOKING THE SALT FLATS,
 CD0980'ABOUT 24 MILES AIRLINE SSE OF PINE SPRINGS.
 CD0980'
 CD0980'THE STATION MARK IS ABOUT 14 INCHES BELOW GROUND.  A BRONZE
 CD0980'STATION DISK SET IN A DRILL HOLE IN BEDROCK.  IT IS STAMPED
 CD0980'ANTELOPE 1943.
 CD0980'
 CD0980'REFERENCE MARK 1 IS A BRONZE REFERENCE MARK DISK SET IN THE TOP
 CD0980'OF A CEMENT POST, FLUSH WITH THE GROUND.  IT IS STAMPED ANTELOPE
 CD0980'NO 1 1943.
 CD0980'
 CD0980'REFERENCE MARK 2 IS A BRONZE REFERENCE MARK DISK SET IN THE TOP
 CD0980'OF A CEMENT POST, FLUSH WITH THE GROUND.  IT IS STAMPED ANTELOPE
 CD0980'NO 2 1943.
 CD0980'
 CD0980'THERE IS NO AZIMUTH MARK FOR THIS STATION.
 CD0980'
 CD0980'TO REACH FROM THE STATE LINE BAR, WHICH IS ON U.S. HIGHWAY 62
 CD0980'ABOUT 28 MILES S OF CARLSBAD, NEW MEXICO, CROSS CATTLE GUARD AND
 CD0980'GO S ON GRADED ROAD 5.2 MILES TO FORKS.  TAKE RIGHT FORK,
 CD0980'STRAIGHT AHEAD FOR 2.4 MILES.
 CD0980'
 CD0980'CROSS PIPELINE ROAD AND CONTINUE 2.1 MILES TO 9K RANCH HOUSE.
 CD0980'PASS TO THE RIGHT OF THE HOUSE AND CONTINUE ON MAIN-TRAVELED ROAD
 CD0980'1.4 MILES.  CROSS PIPELINE ROAD AND KEEP STRAIGHT AHEAD ON GRADED
 CD0980'8.1 MILES TO FORKS.  TAKE RIGHT FORK 6.7 MILES TO FORKS.  TAKE
 CD0980'LEFT FORK 4.3 MILES TO TOP OF LOW DIVIDE.  STATION WANDER IS ON
 CD0980'A HILL JUST TO THE LEFT OF THIS POINT.  CONTINUE OVER PASS AND
 CD0980'DOWN GRADE 4.1 MILES TO LARGE DIRT FILL E OF ROAD.  KEEP
 CD0980'STRAIGHT AHEAD 0.8 MILE TO TRACK ROAD RIGHT.  TURN SHARP RIGHT
 CD0980'ON TRACK ROAD AROUND BASE OF HILL AND DIRT TANK FOR 2 MILES.
 CD0980'CROSS GRAVEL WASH AND BEAR RIGHT AROUND SIDE OF HILL 0.9 MILE TO
 CD0980'FORKS.  TAKE LEFT FORK 1.3 MILES TO OLD CAMP SHACK.  CONTINUE
 CD0980'ON TRACK ROAD 0.2 MILE TO WASH, FOLLOW BOTTOM OF WASH 0.1
 CD0980'MILE.  CONTINUE ON TRACK ROAD OUT OF WASH UP SIDE OF HILL 1.0
 CD0980'MILE TO BEDROCK WASH AND FORKS.  TAKE LEFT FORK ON DIM TRACK
 CD0980'ROAD 1.3 MILES TO TOP OF RIDGE.  STATION MADERA IS ABOUT 0.3
 CD0980'MILE ON THE RIGHT ALONG TOP OF RIDGE.  TURN LEFT AND FOLLOW
 CD0980'TRACK ROAD ALONG RIDGE 0.3 MILE TO LARGE ROCK CAIRN WITH POLE IN
 CD0980'CENTER.  CONTINUE ON RIDGE 0.1 MILE TO FENCE.  CROSS FENCE AND
 CD0980'BEAR RIGHT ALONG TOP OF RIDGE 0.7 MILE TO STATION.  THE STATION
 CD0980'IS ON HIGH POINT OF RIDGE ABOUT 215 FEET FROM THE EDGE
 CD0980'OVERLOOKING VALLEY.
 CD0980'
 CD0980'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 CD0980'
 CD0980'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CD0980
 CD0980                          STATION RECOVERY (1946)
 CD0980
 CD0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946 (WFC)
 CD0980'STATION MARK--BRONZE USC-GS DISK, STAMPED ---ANTELOPE 1943---, SET
 CD0980'IN DRILL HOLE IN BEDROCK, ABOUT 14 IN. BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1010 ***********************************************************************
 CD1010  DESIGNATION -  ANTELOPE
 CD1010  PID         -  CD1010
 CD1010  STATE/COUNTY-  TX/HUDSPETH
 CD1010  USGS QUAD   -  HUECO STATION (1984)
 CD1010
 CD1010                         *CURRENT SURVEY CONTROL
 CD1010  ___________________________________________________________________
 CD1010* NAD 83(1993)-  31 39 27.44820(N)    105 17 51.02848(W)     ADJUSTED  
 CD1010* NAVD 88     -      1377.     (meters)    4518.     (feet)  SCALED    
 CD1010  ___________________________________________________________________
 CD1010  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CD1010  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CD1010
 CD1010  HORZ ORDER  -  FIRST
 CD1010
 CD1010.The horizontal coordinates were established by classical geodetic methods
 CD1010.and adjusted by the National Geodetic Survey in February 1996..
 CD1010
 CD1010.The orthometric height was scaled from a topographic map.
 CD1010
 CD1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1010
 CD1010.The geoid height was determined by GEOID03.
 CD1010
 CD1010;                    North         East     Units Scale Factor Converg.
 CD1010;SPC TX C     - 3,231,216.605   229,365.981   MT  0.99994716   -2 33 24.6
 CD1010;SPC TX C     -10,601,083.14    752,511.56   sFT  0.99994716   -2 33 24.6
 CD1010;UTM  13      - 3,502,525.409   471,794.811   MT  0.99960981   -0 09 22.1
 CD1010
 CD1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1010!SPC TX C     -   0.99978746  x   0.99994716  =   0.99973463
 CD1010!UTM  13      -   0.99978746  x   0.99960981  =   0.99939735
 CD1010
 CD1010|---------------------------------------------------------------------|
 CD1010| PID    Reference Object                     Distance      Geod. Az  |
 CD1010|                                                           dddmmss.s |
 CD1010| CH7846 ANTELOPE RM 1                        23.265 METERS 04813     |
 CD1010| CD0989 PEAK 1                              APPROX.48.7 KM 0551258.4 |
 CD1010| CD0988 GUADALUPE PEAK CAIRN                APPROX.48.8 KM 0574806.1 |
 CD1010| CH7845 ANTELOPE AZ MK                                     0992553.7 |
 CD1010| CH7847 ANTELOPE RM 2                        18.617 METERS 19424     |
 CD1010| CD1080 CONICAL PEAK                        APPROX.44.3 KM 3273624.6 |
 CD1010|---------------------------------------------------------------------|
 CD1010
 CD1010                          SUPERSEDED SURVEY CONTROL
 CD1010
 CD1010  NAD 83(1986)-  31 39 27.44928(N)    105 17 51.02614(W) AD(       ) 1
 CD1010  NAD 27      -  31 39 27.03300(N)    105 17 49.18600(W) AD(       ) 1
 CD1010
 CD1010.Superseded values are not recommended for survey control.
 CD1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1010.See file dsdata.txt to determine how the superseded data were derived.
 CD1010
 CD1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR7179502525(NAD 83)
 CD1010_MARKER: DD = SURVEY DISK
 CD1010_SETTING: 66 = SET IN ROCK OUTCROP
 CD1010
 CD1010  HISTORY     - Date     Condition        Report By
 CD1010  HISTORY     - 1934     MONUMENTED       CGS
 CD1010
 CD1010                          STATION DESCRIPTION
 CD1010
 CD1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1010'THE STATION IS LOCATED ABOUT 33 MILES N OF SIERRA BLANCA
 CD1010'AND 14 MILES WSW OF SALT FLAT ON U.S. HIGHWAY 62.
 CD1010'
 CD1010'THE STATION MARK IS ON THE HIGHEST POINT OF A GROUP OF HILLS
 CD1010'ABOUT 3 MILES N OF SCRATCH RANCH.  IT IS 75 FEET E OF THE W
 CD1010'EDGE OF THE HILL AND 59 FEET W OF THE E EDGE OF THE HILL.
 CD1010'
 CD1010'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 CD1010'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CD1010'
 CD1010'THE AZIMUTH MARK IS A STANDARD DISK WEDGED IN THE TOP OF A
 CD1010'SAND STONE BOULDER ABOUT 20 FEET IN DIAMETER AND 10 FEET
 CD1010'HIGH.  THIS BOULDER IS ON THE SE SLOPE OF THE HILL NE OF THE
 CD1010'ONE ON WHICH THE STATION IS LOCATED.
 CD1010'
 CD1010'DRINKING WATER AND ALL SUPPLIES IN SIERRA BLANCA OR VAN HORN.
 CD1010'(VAN HORN WATER IS THE BETTER.) TRUCK WATER AT SCRATCH RANCH.
 CD1010'WATER AS SALT FLAT AND ALSO A LIMITED SUPPLY OF FOOD.
 CD1010'
 CD1010'TO REACH THE STATION FROM SIERRA BLANCO ON U.S. HIGHWAY 90
 CD1010'GO N 0.5 MILE FROM THE FORD GARAGE ON THE MAIN STREET, CROSSING
 CD1010'THE RAILROAD TRACKS TO THE E OF THE DEPOT AND CONTINUING
 CD1010'PAST THE SCHOOLHOUSE TO A CROSSROADS WHERE THERE IS A TELEPHONE
 CD1010'LINE RUNNING E AND W.  TURN RIGHT, E, ON A GRADED DIRT ROAD
 CD1010'AND GO E AND THEN N, 6.15 MILES TO A CATTLE GUARD ACROSS THE
 CD1010'HIGHWAY.  CONTINUE ON THIS HIGHWAY 18.35 MILES TO A DIRT
 CD1010'TANK AND WOOD CORRALS ON THE E SIDE OF THE ROAD.  CONTINUE
 CD1010'N ON THE HIGHWAY 3.55 MILES FROM THIS POINT TO A POINT WHERE
 CD1010'THE GRADED HIGHWAY TURNS SHARP LEFT, W.  CONTINUE STRAIGHT
 CD1010'AHEAD AT THIS POINT, CROSSING CATTLE GUARD IN FENCE ON N
 CD1010'SIDE OF GRADED ROAD, AND FOLLOW MAIN-TRAVELED ROAD N 6.25
 CD1010'MILES TO SCRATCH RANCH (MITCHELL).  (THERE ARE RED
 CD1010'BUILDINGS AND A LARGE WINDMILL HERE.) GO E ALONG THE S
 CD1010'SIDE OF THE TANK E OF THE RANCH HOUSE TO A FORKS AT THE
 CD1010'FENCE CORNER.  TAKE THE LEFT FORK AND FOLLOW IT N ALONG
 CD1010'THE FENCE 2.0 MILES.  CONTINUE N ON A WELL-MARKED ROAD
 CD1010'0.7 MILE FROM THE END OF THE FENCE.  AT THIS POINT LEAVE THE
 CD1010'ROAD AND GO W, LEFT, 0.2 MILE UP A SMALL CANYON TO THE
 CD1010'BASE OF THE HIGHEST HILL IN THE GROUP.
 CD1010'
 CD1010'FROM THIS POINT PACK W UP THE SLOPE OF THE HILL TO ITS TOP
 CD1010'AND STATION.  A 10-MINUTE PACK WITH A HEAVY LOAD.
 CD1010'
 CD1010'TO REACH THE STATION FROM SALT FLAT GO W ON U.S. HIGHWAY 62
 CD1010'FROM THE SERVICE STATION AT THE LANDING FIELD, 3.10 MILES
 CD1010'TO A CATTLE GUARD ACROSS THE HIGHWAY.  JUST E OF THE CATTLE
 CD1010'GUARD TURN LEFT, S, ON DIRT ROAD.  GO 0.95 MILE TO A WINDMILL
 CD1010'AND TANK ON THE RIGHT SIDE OF THE ROAD.  PASS TO THE S OF
 CD1010'THE TANK AND FOLLOW ROAD SOUTHWESTERLY 1.3 MILES TO A WIRE
 CD1010'GATE.  PASS THROUGH GATE AND FOLLOW MAIN ROAD SW 4.1 MILES TO A
 CD1010'CROSSROADS.  CONTINUE STRAIGHT AHEAD 2.1 MILES TO A WINDMILL
 CD1010'AND TANK.  TAKE THE ROAD ON THE N SIDE OF THE TANK THAT LEADS
 CD1010'TO THE W AND GO 0.5 MILE TO A FENCE CORNER.  FROM THIS
 CD1010'POINT GO 3.7 MILES TO SCRATCH RANCH.  FROM SCRATCH RANCH
 CD1010'PROCEED TO STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1230 ***********************************************************************
 CT1230  DESIGNATION -  ANTELOPE
 CT1230  PID         -  CT1230
 CT1230  STATE/COUNTY-  TX/PALO PINTO
 CT1230  USGS QUAD   -  FORTUNE BEND (1984)
 CT1230
 CT1230                         *CURRENT SURVEY CONTROL
 CT1230  ___________________________________________________________________
 CT1230* NAD 83(1993)-  32 45 43.17088(N)    098 23 58.91507(W)     ADJUSTED  
 CT1230* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 CT1230  ___________________________________________________________________
 CT1230  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CT1230  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CT1230
 CT1230  HORZ ORDER  -  THIRD
 CT1230
 CT1230.The horizontal coordinates were established by classical geodetic methods
 CT1230.and adjusted by the National Geodetic Survey in February 1996..
 CT1230
 CT1230.The orthometric height was scaled from a topographic map.
 CT1230
 CT1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1230
 CT1230.The geoid height was determined by GEOID03.
 CT1230
 CT1230;                    North         East     Units Scale Factor Converg.
 CT1230;SPC TXNC     - 2,121,464.958   609,397.492   MT  0.99988532   +0 03 16.9
 CT1230;SPC TXNC     - 6,960,172.95  1,999,331.61   sFT  0.99988532   +0 03 16.9
 CT1230;UTM  14      - 3,625,061.251   556,228.162   MT  0.99963898   +0 19 29.5
 CT1230
 CT1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1230!SPC TXNC     -   0.99993551  x   0.99988532  =   0.99982084
 CT1230!UTM  14      -   0.99993551  x   0.99963898  =   0.99957451
 CT1230
 CT1230                          SUPERSEDED SURVEY CONTROL
 CT1230
 CT1230  NAD 83(1993)-  32 45 43.17198(N)    098 23 58.90342(W) AD(       ) 3
 CT1230  NAD 83(1986)-  32 45 43.17600(N)    098 23 58.90123(W) AD(       ) 3
 CT1230
 CT1230.Superseded values are not recommended for survey control.
 CT1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1230.See file dsdata.txt to determine how the superseded data were derived.
 CT1230
 CT1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5622825061(NAD 83)
 CT1230_MARKER: H = DRILL HOLE
 CT1230_SETTING: 80 = SET IN A BOULDER
 CT1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1230+STABILITY: SURFACE MOTION
 CT1230
 CT1230  HISTORY     - Date     Condition        Report By
 CT1230  HISTORY     - 1923     MONUMENTED       USGS
 CT1230
 CT1230                          STATION DESCRIPTION
 CT1230
 CT1230'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 CT1230'ON LAND OF F. M. WATSON (DECEASED), AT N. END OF ANTELOPE MOUNTAIN,
 CT1230'OVERLOOKING THE UPPER VALLEY OF HARRIS BRANCH OF IONI CREEK AND
 CT1230'THE PASS BETWEEN ANTELOPE AND CRAWFORD MOUNTAINS (BIG GAP), AND
 CT1230'ABOUT 5 MI. W. OF PALO PINTO.
 CT1230'
 CT1230'STATION MARK--MARK IS CROSS AND DRILL HOLE ON A LIME ROCK, ABOUT 20
 CT1230'FT. S. OF A ROCK BLUFF, ABOUT 35 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9908 ***********************************************************************
 AF9908  DESIGNATION -  ANTELOPE
 AF9908  PID         -  AF9908
 AF9908  STATE/COUNTY-  TX/HUDSPETH
 AF9908  USGS QUAD   -  MOLESWORTH MESA SOUTH (1978)
 AF9908
 AF9908                         *CURRENT SURVEY CONTROL
 AF9908  ___________________________________________________________________
 AF9908* NAD 83(1993)-  31 38 19.23943(N)    105 33 48.87218(W)     ADJUSTED  
 AF9908* NAVD 88     -      1457.     (meters)    4780.     (feet)  SCALED    
 AF9908  ___________________________________________________________________
 AF9908  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AF9908  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AF9908
 AF9908  HORZ ORDER  -  THIRD
 AF9908
 AF9908.The horizontal coordinates were established by classical geodetic methods
 AF9908.and adjusted by the National Geodetic Survey in July 1998..
 AF9908
 AF9908.The orthometric height was scaled from a topographic map.
 AF9908
 AF9908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9908
 AF9908.The geoid height was determined by GEOID03.
 AF9908
 AF9908;                    North         East     Units Scale Factor Converg.
 AF9908;SPC TX C     - 3,230,274.010   204,060.524   MT  0.99994343   -2 41 38.0
 AF9908;SPC TX C     -10,597,990.65    669,488.57   sFT  0.99994343   -2 41 38.0
 AF9908;UTM  13      - 3,500,524.845   446,559.185   MT  0.99963522   -0 17 44.3
 AF9908
 AF9908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9908!SPC TX C     -   0.99977492  x   0.99994343  =   0.99971836
 AF9908!UTM  13      -   0.99977492  x   0.99963522  =   0.99941022
 AF9908
 AF9908                          SUPERSEDED SURVEY CONTROL
 AF9908
 AF9908.No superseded survey control is available for this station.
 AF9908
 AF9908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR4655900525(NAD 83)
 AF9908_MARKER: DS = TRIANGULATION STATION DISK
 AF9908
 AF9908  HISTORY     - Date     Condition        Report By
 AF9908  HISTORY     - 1940     MONUMENTED       USGS
 AF9908
 AF9908                          STATION DESCRIPTION
 AF9908
 AF9908'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 AF9908'LOCATED ABOUT 5 MI. SW. OF MOLESWORTH RANCH HOUSE, 2 MI. SE. OF
 AF9908'ANTELOPE TANKS, ON HIGHT GROUND, 0.5 MI. NE. OF SADDLE IN RIDGE.
 AF9908'STATION MARK---STANDARD TABLET STAMPED---ANTELOPE 1940---. SET IN
 AF9908'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0752 ***********************************************************************
 DO0752  DESIGNATION -  ANTELOPE AZ MK
 DO0752  PID         -  DO0752
 DO0752  STATE/COUNTY-  TX/CLAY
 DO0752  USGS QUAD   -  DARNELL BRANCH (1964)
 DO0752
 DO0752                         *CURRENT SURVEY CONTROL
 DO0752  ___________________________________________________________________
 DO0752* NAD 83(1993)-  33 29 03.09411(N)    098 23 51.54907(W)     ADJUSTED  
 DO0752* NAVD 88     -       335.6    (meters)    1101.     (feet)  VERTCON   
 DO0752  ___________________________________________________________________
 DO0752  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 DO0752  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DO0752
 DO0752  HORZ ORDER  -  SECOND
 DO0752
 DO0752.The horizontal coordinates were established by classical geodetic methods
 DO0752.and adjusted by the National Geodetic Survey in February 1996..
 DO0752
 DO0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0752
 DO0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0752
 DO0752.The geoid height was determined by GEOID03.
 DO0752
 DO0752;                    North         East     Units Scale Factor Converg.
 DO0752;SPC TXNC     - 2,201,552.379   609,511.174   MT  0.99990103   +0 03 21.0
 DO0752;SPC TXNC     - 7,222,926.43  1,999,704.58   sFT  0.99990103   +0 03 21.0
 DO0752;UTM  14      - 3,705,128.984   555,959.845   MT  0.99963861   +0 19 56.4
 DO0752
 DO0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0752!SPC TXNC     -   0.99995171  x   0.99990103  =   0.99985275
 DO0752!UTM  14      -   0.99995171  x   0.99963861  =   0.99959034
 DO0752
 DO0752                          SUPERSEDED SURVEY CONTROL
 DO0752
 DO0752  NAD 83(1993)-  33 29 03.09447(N)    098 23 51.54826(W) AD(       ) 2
 DO0752  NAD 83(1986)-  33 29 03.09657(N)    098 23 51.53529(W) AD(       ) 2
 DO0752  NAD 27      -  33 29 02.70861(N)    098 23 50.35335(W) AD(       ) 2
 DO0752  NGVD 29 (07/19/86)  335.5    (m)         1101.     (f) VERT ANG       
 DO0752
 DO0752.Superseded values are not recommended for survey control.
 DO0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0752.See file dsdata.txt to determine how the superseded data were derived.
 DO0752
 DO0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5596005129(NAD 83)
 DO0752_MARKER: DZ = AZIMUTH MARK DISK
 DO0752_SETTING: 80 = SET IN A BOULDER
 DO0752_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DO0752
 DO0752  HISTORY     - Date     Condition        Report By
 DO0752  HISTORY     - 1966     MONUMENTED       CGS
 DO0752  HISTORY     - 1978     GOOD             NGS
 DO0752
 DO0752                          STATION DESCRIPTION
 DO0752
 DO0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0752'THIS MARK WAS SET IN 1966 BUT WAS NOT POSITIONED UNTIL THIS
 DO0752'TIME.
 DO0752'
 DO0752'THE STATION IS LOCATED 7-3/4 MILES WEST OF THE VILLAGE OF
 DO0752'SHANNON, 6-1/2 MILES SOUTH-SOUTHEAST OF WINDTHORST, 3-3/4 MILES
 DO0752'NORTH-NORTHWEST OF THE VILLAGE OF ANTELOPE, 2 MILES NORTHEAST
 DO0752'OF THE CLAY-ARCHER-JACK COUNTIES JUNCTION CORNER, ALONG A
 DO0752'DIRT ROAD, ON PRIVATE PROPERTY.  PROPERTY OWNER NOT
 DO0752'DETERMINED AT THIS TIME.
 DO0752'
 DO0752'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0752'STATE HIGHWAY 25 IN WINDTHORST, GO SOUTH ON HIGHWAY 281 FOR 5.4
 DO0752'MILES TO A DIRT CROSSROAD.  TURN LEFT, EAST, ON THE DIRT ROAD
 DO0752'FOR 2.7 MILES TO AN OFFSET CROSSROAD.  TURN RIGHT, SOUTH, ON
 DO0752'THE DIRT ROAD FOR 0.8 MILE TO TOP OF RISE, A CATTLE GUARD ON
 DO0752'THE LEFT, AND THE STATION ON THE RIGHT.
 DO0752'
 DO0752'STATION MARK, STAMPED---ANTELOPE 1966---, IS A STANDARD
 DO0752'AZIMUTH MARK DISK
 DO0752'CEMENTED IN A DRILL HOLE IN A 3 X 4 X 1 FOOT HIGH BOULDER.  IT
 DO0752'IS 106 FEET SOUTH-SOUTHEAST OF A UTILITY POLE, 90.5 FEET WEST-
 DO0752'SOUTHWEST OF THE SOUTH END OF THE CATTLE GUARD, 15.5 FEET WEST
 DO0752'OF THE FENCE, 3.1 FEET WEST OF A METAL WITNESS POST, AND 2 FEET
 DO0752'SOUTH OF THE NORTH EDGE OF THE BOULDER.
 DO0752'
 DO0752'AN EDM TIE WAS MADE TO TRAVERSE STATION ANTELOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1939 ***********************************************************************
 FL1939  DESIGNATION -  ANTELOPE PEAK
 FL1939  PID         -  FL1939
 FL1939  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1939  USGS QUAD   -  LITTLE WOLF CREEK (1963)
 FL1939
 FL1939                         *CURRENT SURVEY CONTROL
 FL1939  ___________________________________________________________________
 FL1939* NAD 83(1993)-  35 00 51.51265(N)    100 07 07.59988(W)     ADJUSTED  
 FL1939* NAVD 88     -       661.     (meters)    2169.     (feet)  SCALED    
 FL1939  ___________________________________________________________________
 FL1939  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 FL1939  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FL1939
 FL1939  HORZ ORDER  -  SECOND
 FL1939
 FL1939.The horizontal coordinates were established by classical geodetic methods
 FL1939.and adjusted by the National Geodetic Survey in February 1996..
 FL1939
 FL1939.The orthometric height was scaled from a topographic map.
 FL1939
 FL1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1939
 FL1939.The geoid height was determined by GEOID03.
 FL1939
 FL1939;                    North         East     Units Scale Factor Converg.
 FL1939;SPC TX N     - 1,113,404.994   326,055.070   MT  0.99993553   +0 48 01.7
 FL1939;SPC TX N     - 3,652,896.22  1,069,732.34   sFT  0.99993553   +0 48 01.7
 FL1939;SPC OK S     -   188,492.067   406,635.489   MT  0.99996404   -1 12 09.6
 FL1939;SPC OK S     -   618,411.06  1,334,103.27   sFT  0.99996404   -1 12 09.6
 FL1939;UTM  14      - 3,875,201.746   397,925.220   MT  0.99972841   -0 38 31.2
 FL1939
 FL1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1939!SPC TX N     -   0.99990045  x   0.99993553  =   0.99983598
 FL1939!SPC OK S     -   0.99990045  x   0.99996404  =   0.99986449
 FL1939!UTM  14      -   0.99990045  x   0.99972841  =   0.99962888
 FL1939
 FL1939|---------------------------------------------------------------------|
 FL1939| PID    Reference Object                     Distance      Geod. Az  |
 FL1939|                                                           dddmmss.s |
 FL1939| CK8810 ANTELOPE PEAK RM 1                  109.268 METERS 08500     |
 FL1939| CK8811 ANTELOPE PEAK RM 2                   75.454 METERS 19358     |
 FL1939| FL1943 LUTIE TINDALL COTTON GIN TANK       APPROX. 9.4 KM 2750930.1 |
 FL1939| CK8809 ANTELOPE PEAK AZ MK                                2952433.7 |
 FL1939|---------------------------------------------------------------------|
 FL1939
 FL1939                          SUPERSEDED SURVEY CONTROL
 FL1939
 FL1939  NAD 83(1993)-  35 00 51.51340(N)    100 07 07.60016(W) AD(       ) 2
 FL1939  NAD 83(1986)-  35 00 51.51567(N)    100 07 07.59146(W) AD(       ) 2
 FL1939  NAD 27      -  35 00 51.32400(N)    100 07 06.18900(W) AD(       ) 2
 FL1939
 FL1939.Superseded values are not recommended for survey control.
 FL1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1939.See file dsdata.txt to determine how the superseded data were derived.
 FL1939
 FL1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9792575202(NAD 83)
 FL1939_MARKER: DS = TRIANGULATION STATION DISK
 FL1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1939_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1939
 FL1939  HISTORY     - Date     Condition        Report By
 FL1939  HISTORY     - 1951     MONUMENTED       CGS
 FL1939  HISTORY     - 1953     GOOD             CGS
 FL1939
 FL1939                          STATION DESCRIPTION
 FL1939
 FL1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1939'THE STATION IS LOCATED ON A HIGH ROUNDED HILL IN A CULTIVATED
 FL1939'FIELD, 15 MILES SOUTHEAST OF SHAMROCK, 6 MILES EAST OF LUTIE, 200
 FL1939'YARDS SOUTHWEST OF THE NORTHEAST CORNER OF THE FIELD, AND 150
 FL1939'YARDS NORTHEAST OF A ROCK CISTERN.  THE STATION MARK IS A BRONZE
 FL1939'DISK STAMPED ANTELOPE PK 1951 AND IS SET IN CONCRETE 18 INCHES
 FL1939'BELOW THE SURFACE OF THE GROUND.
 FL1939'
 FL1939'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF A WITNESS POST, AND
 FL1939'IS 1 FOOT WEST OF A WIRE FENCE.  THE MARK IS A BRONZE DISK STAMPED
 FL1939'ANTELOPE PK NO 1 1951 AND IS SET IN A CONCRETE POST THAT PROJECTS
 FL1939'3 INCHES.
 FL1939'
 FL1939'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF A WITNESS POST.  THE MARK
 FL1939'IS A BRONZE DISK STAMPED ANTELOPE PK NO 2 1951 AND IS SET IN
 FL1939'CONCRETE POST FLUSH WITH THE GROUND.
 FL1939'
 FL1939'THE AZIMUTH MARK IS LOCATED ON THE WAY TO THE STATION, 1.3
 FL1939'MILES BEFORE LEAVING THE ROAD, AND IS AT THE EAST END OF A
 FL1939'DRIVE-WAY INTO A FARM HOUSE, 2 FEET SOUTHWEST OF A WITNESS
 FL1939'POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK IS A BRONZE
 FL1939'DISK STAMPED ANTELOPE PK 1951 AND IS SET IN A CONCRETE
 FL1939'POST THAT PROJECTS 4 INCHES.
 FL1939'
 FL1939'TO REACH FROM THE WATER TANK IN SHAMROCK, GO SOUTH ON U.S.
 FL1939'HIGHWAY 83 FOR 14.1 MILES TO A CROSSROAD IN LUTIE.  TURN EAST
 FL1939'AND GO 5 MILES TO A FARM HOUSE AND THE AZIMUTH MARK ON THE RIGHT.
 FL1939'CONTINUE EAST FOR 0.3 MILE TO A CROSSROAD AND A FARM HOUSE ON
 FL1939'THE RIGHT.  CONTINUE EAST FOR 1 MILE TO A WIRE GATE ON THE
 FL1939'RIGHT.  PASS THROUGH THE GATE AND GO SOUTH ALONG THE NORTH-SOUTH
 FL1939'FENCE FOR 0.3 MILES.  TURN RIGHT, GOING AROUND DEEP WASHES,
 FL1939'TO A SOUTHWEST FENCE CORNER.  FROM HERE CROSS FENCE AND PACK
 FL1939'SOUTHWEST THROUGH CULTIVATED FIELD TO HIGHEST POINT AND
 FL1939'STATION AS DESCRIBED.
 FL1939
 FL1939                          STATION RECOVERY (1953)
 FL1939
 FL1939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 FL1939'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 FL1939'DESCRIBED.  THE AZIMUTH MARK WAS REMOVED FROM CONSTRUCTION AREA
 FL1939'AFTER A NEW MARK WAS SET EXACTLY IN LINE WITH THE ORIGINAL AZIMUTH
 FL1939'MARK TO THE STATION.  THE MARK SET IN 1953 IS A STANDARD DISK
 FL1939'STAMPED ANTELOPE PEAK 1951-3 AND SET IN A CONCRETE MONUMENT
 FL1939'UNDER THE SOUTH RIGHT-OF-WAY FENCE OF FM ROAD 1439, 55 FEET
 FL1939'EAST OF A FENCE CORNER AND A ROAD LEADING SOUTH WEST 50 YARDS
 FL1939'TO AN OLD FARM HOUSE.  THE MARK IS 35 FEET NEARER THE STATION
 FL1939'FROM THE ORIGINAL MARK.  IT IS 2 FEET EAST OF A 4 X 4 WHITE
 FL1939'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2057 ***********************************************************************
 AY2057  DESIGNATION -  ANTHON ET
 AY2057  PID         -  AY2057
 AY2057  STATE/COUNTY-  TX/UVALDE
 AY2057  USGS QUAD   -  UVALDE (1971)
 AY2057
 AY2057                         *CURRENT SURVEY CONTROL
 AY2057  ___________________________________________________________________
 AY2057* NAD 83(1993)-  29 08 04.44227(N)    099 51 39.32467(W)     ADJUSTED  
 AY2057* NAVD 88     -       283.7    (meters)     931.     (feet)  VERTCON   
 AY2057  ___________________________________________________________________
 AY2057  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AY2057  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AY2057
 AY2057  HORZ ORDER  -  FIRST
 AY2057
 AY2057.The horizontal coordinates were established by classical geodetic methods
 AY2057.and adjusted by the National Geodetic Survey in February 1996..
 AY2057
 AY2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2057
 AY2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2057
 AY2057.The geoid height was determined by GEOID03.
 AY2057
 AY2057;                    North         East     Units Scale Factor Converg.
 AY2057;SPC TXSC     - 4,144,519.715   516,233.139   MT  0.99986932   -0 25 18.4
 AY2057;SPC TXSC     -13,597,478.43  1,693,674.89   sFT  0.99986932   -0 25 18.4
 AY2057;UTM  14      - 3,223,201.011   416,253.276   MT  0.99968654   -0 25 09.0
 AY2057
 AY2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2057!SPC TXSC     -   0.99995904  x   0.99986932  =   0.99982836
 AY2057!UTM  14      -   0.99995904  x   0.99968654  =   0.99964559
 AY2057
 AY2057:                Primary Azimuth Mark                     Grid Az
 AY2057:SPC TXSC     -  UVALDE COASTAL ST GAS RAD MAST           011 49 05.9
 AY2057:UTM  14      -  UVALDE COASTAL ST GAS RAD MAST           011 48 56.5
 AY2057
 AY2057|---------------------------------------------------------------------|
 AY2057| PID    Reference Object                     Distance      Geod. Az  |
 AY2057|                                                           dddmmss.s |
 AY2057| AY2056 UVALDE COASTAL ST GAS RAD MAST      APPROX. 2.7 KM 0112347.5 |
 AY2057| CV3654 ANTHON ET RM 1                       10.274 METERS 13519     |
 AY2057| CV3653 ANTHON ET AZ MK                                    1964558.3 |
 AY2057| CV3655 ANTHON ET RM 2                        8.719 METERS 24320     |
 AY2057| AZ0607 WHITES MINE TANK                    APPROX.22.2 KM 2781351.6 |
 AY2057|---------------------------------------------------------------------|
 AY2057
 AY2057                          SUPERSEDED SURVEY CONTROL
 AY2057
 AY2057  NAD 83(1986)-  29 08 04.43984(N)    099 51 39.30486(W) AD(       ) 1
 AY2057  NAD 27      -  29 08 03.56993(N)    099 51 38.08930(W) AD(       ) 1
 AY2057  NGVD 29 (07/19/86)  283.6    (m)          930.     (f) VERT ANG       
 AY2057
 AY2057.Superseded values are not recommended for survey control.
 AY2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2057.See file dsdata.txt to determine how the superseded data were derived.
 AY2057
 AY2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT1625323201(NAD 83)
 AY2057_MARKER: DD = SURVEY DISK
 AY2057_SETTING: 66 = SET IN ROCK OUTCROP
 AY2057_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AY2057
 AY2057  HISTORY     - Date     Condition        Report By
 AY2057  HISTORY     - 1972     MONUMENTED       USGS
 AY2057
 AY2057                          STATION DESCRIPTION
 AY2057
 AY2057'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (ILC)
 AY2057'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF LA PRYOR, 5 MILES
 AY2057'SOUTH AND 4-1/2 MILES WEST OF UVALDE, 2 MILES WEST OF U.S. HIGHWAY
 AY2057'83, ON A ROCKY BRUSH COVERED HILL AND ON PROPERTY OWNED BY MR.
 AY2057'ANTHON.
 AY2057'
 AY2057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 90 IN
 AY2057'UVALDE, GO WEST-SOUTHWEST ON HIGHWAY 90 FOR 1.65 MILES TO FARM ROAD
 AY2057'481 ON THE LEFT.  TURN LEFT AND GO SOUTH-SOUTHEAST, THEN
 AY2057'WEST-SOUTHWEST AND SOUTHWEST ON ROAD 481 FOR 7.4 MILES TO THE END
 AY2057'OF PAVEMENT AND A CATTLE GUARD.  CONTINUE SOUTHWEST ON A BLADED
 AY2057'ROAD FOR MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A
 AY2057'PRIVATE DRIVE FOR 0.1 MILE TO MR. ANTHONS HOUSE.  BEAR LEFT AND GO
 AY2057'EAST ON A TRACK ROAD FOR 0.05 MILE TO A GATE.  PASS THROUGH THE
 AY2057'GATE AND CONTINUE EAST ON THE TRACK ROAD FOR 0.05 MILE TO
 AY2057'ANOTHER GATE.  PASS THROUGH THE GATE AND CONTINUE EAST AND
 AY2057'NORTHEAST ON A TRACK ROAD FOR 0.6 MILE TO A GATE AND A FORK.  PASS
 AY2057'THROUGH THE GATE, TAKE THE LEFT FORK AND CONTINUE NORTHEAST FOR 0.1
 AY2057'MILE TO A DIAGONAL CROSSROAD.  CONTINUE NORTHEAST FOR 0.8 MILE TO
 AY2057'THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO NORTH ALONG THE
 AY2057'EAST SIDE OF A FENCE FOR 0.25 MILE TO A FENCE CORNER.  TURN RIGHT
 AY2057'AND GO EAST FOR 0.1 MILE TO A POINT JUST NORTH OF THE HIGHEST
 AY2057'GROUND.  TURN RIGHT AND GO SOUTH ACROSS THE PASTURE FOR 0.1 MILE TO
 AY2057'THE STATION AT THE TOP OF THE HILL.
 AY2057'
 AY2057'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 AY2057'ANTHON-ET 1959, CEMENTED IN A DRILL HOLE IN BEDROCK, THAT IS 6
 AY2057'INCHES BELOW THE GROUND SURFACE.  IT IS 7.0 FEET NORTH OF A WITNESS
 AY2057'POST.
 AY2057'
 AY2057'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANTHON ET USGS NO 1
 AY2057'1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AY2057'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 30.3 FEET SOUTHEAST
 AY2057'OF THE WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AY2057'
 AY2057'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANTHON ET USGS NO 2
 AY2057'1972, CEMENTED IN A DRILL HOLE IN 6-INCH BY 6-INCH ROCK OUTCROP,
 AY2057'THAT IS FLUSH WITH THE GROUND.  IT IS 25.0 FEET WEST OF THE WITNESS
 AY2057'POST AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AY2057'
 AY2057'AZIMUTH MARK IS A STANDARD DISK, STAMPED ANTHON ET USGS 1972, SET IN
 AY2057'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5
 AY2057'INCHES ABOVE THE GROUND.  IT IS 91.0 FEET SOUTHWEST OF A FENCE
 AY2057'CORNER, 9.0 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD, 1.6 FEET
 AY2057'NORTHEAST OF A WITNESS POST AND 1.0 FEET SOUTHEAST OF A FENCE.
 AY2057'
 AY2057'HEIGHT OF LIGHT ABOVE STATION MARK 1.74 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1156 ***********************************************************************
 CR1156  DESIGNATION -  ANTIOCH
 CR1156  PID         -  CR1156
 CR1156  STATE/COUNTY-  TX/RUSK
 CR1156  USGS QUAD   -  CHURCH HILL (1983)
 CR1156
 CR1156                         *CURRENT SURVEY CONTROL
 CR1156  ___________________________________________________________________
 CR1156* NAD 83(1993)-  32 11 53.35514(N)    094 42 07.32819(W)     ADJUSTED  
 CR1156* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 CR1156  ___________________________________________________________________
 CR1156  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CR1156  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR1156
 CR1156  HORZ ORDER  -  SECOND
 CR1156
 CR1156.The horizontal coordinates were established by classical geodetic methods
 CR1156.and adjusted by the National Geodetic Survey in February 1996..
 CR1156
 CR1156.The orthometric height was scaled from a topographic map.
 CR1156
 CR1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1156
 CR1156.The geoid height was determined by GEOID03.
 CR1156
 CR1156;                    North         East     Units Scale Factor Converg.
 CR1156;SPC TXNC     - 2,065,410.610   958,023.407   MT  0.99998268   +2 04 17.0
 CR1156;SPC TXNC     - 6,776,267.98  3,143,115.13   sFT  0.99998268   +2 04 17.0
 CR1156;UTM  15      - 3,563,669.878   339,570.078   MT  0.99991741   -0 54 25.6
 CR1156
 CR1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1156!SPC TXNC     -   0.99998028  x   0.99998268  =   0.99996296
 CR1156!UTM  15      -   0.99998028  x   0.99991741  =   0.99989769
 CR1156
 CR1156|---------------------------------------------------------------------|
 CR1156| PID    Reference Object                     Distance      Geod. Az  |
 CR1156|                                                           dddmmss.s |
 CR1156| CX4930 ANTIOCH RM 1                         30.538 METERS 09507     |
 CR1156| CR1160 HENDERSON RAD STA KGRI MAST         APPROX.10.1 KM 2355315.5 |
 CR1156| CR1159 HENDERSON LARGER MUN TANK OF 2      APPROX.10.5 KM 2420957.4 |
 CR1156| CR1157 HENDERSON NE MUNICIPAL TANK         APPROX. 8.8 KM 2494059.9 |
 CR1156| CR1158 HENDERSON TEX FOR SERV RAD MST      APPROX.10.8 KM 2510541.8 |
 CR1156| CX4929 ANTIOCH AZ MK                                      2725305.1 |
 CR1156| CX4931 ANTIOCH RM 2                         33.144 METERS 31200     |
 CR1156|---------------------------------------------------------------------|
 CR1156
 CR1156                          SUPERSEDED SURVEY CONTROL
 CR1156
 CR1156  NAD 83(1986)-  32 11 53.36417(N)    094 42 07.31643(W) AD(       ) 2
 CR1156  NAD 27      -  32 11 52.79430(N)    094 42 06.55860(W) AD(       ) 2
 CR1156
 CR1156.Superseded values are not recommended for survey control.
 CR1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1156.See file dsdata.txt to determine how the superseded data were derived.
 CR1156
 CR1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3957063670(NAD 83)
 CR1156_MARKER: DS = TRIANGULATION STATION DISK
 CR1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1156
 CR1156  HISTORY     - Date     Condition        Report By
 CR1156  HISTORY     - 1958     MONUMENTED       CGS
 CR1156  HISTORY     - 1984     GOOD             TXHD
 CR1156
 CR1156                          STATION DESCRIPTION
 CR1156
 CR1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1156'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF HENDERSON.
 CR1156'IT IS 54 FEET WEST OF A LARGEST FENCE CORNER POST, 39 FEET
 CR1156'SOUTH OF FARM ROAD 1251 AND 30 FEET EAST OF DRIVEWAY TO HOUSE.
 CR1156'THE MARK PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND AND
 CR1156'IS STAMPED ANTIOCH 1958.
 CR1156'
 CR1156'REFERENCE MARK NO. 1 IS 41 FEET SOUTH OF THE CENTER OF FARM
 CR1156'ROAD 1251 AND 1 FOOT NORTH OF A WIRE FENCE LINE.  THE MARK
 CR1156'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1156'STAMPED ANTIOCH NO 1 1958.
 CR1156'
 CR1156'REFERENCE MARK NO. 2 IS 36 FEET NORTH OF THE CENTER OF FARM
 CR1156'ROAD 1251 AND 1 FOOT WEST OF A POWERLINE POLE USED AS A FENCE
 CR1156'CORNER POST.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE
 CR1156'OF THE GROUND AND IS STAMPED ANTIOCH NO 2 1958.
 CR1156'
 CR1156'AZIMUTH MARK IS 40 FEET NORTH OF THE CENTER OF FARM ROAD 1251,
 CR1156'2 FEET EAST OF A POWERLINE POLE AND 1 FOOT SOUTHWEST OF A
 CR1156'WIRE FENCE LINE AND WITNESS POST.  THE MARK PROJECTS 4 INCHES
 CR1156'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED ANTIOCH 1958.
 CR1156'
 CR1156'TO REACH FROM THE TRAFFIC CIRCLE AT THE NORTHEAST EDGE OF
 CR1156'HENDERSON BY GOING NORTHEAST OF HIGHWAY 43 (HENDERSON-TATUM ROAD)
 CR1156'FOR 3.9 MILES TO THREE FORKS AT A STORE, TURN RIGHT ON FARM
 CR1156'ROAD 1251 EASTERLY AND GO 1.6 MILES TO AZIMUTH MARK ON THE LEFT
 CR1156'AS DESCRIBED, CONTINUE ON FARM ROAD 1251 FOR 0.3 MILE TO A
 CR1156'FARM HOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 CR1156'
 CR1156'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 CR1156
 CR1156                          STATION RECOVERY (1984)
 CR1156
 CR1156'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 CR1156'STATION STAMPED ANTIOCH 1958, RM STAMPED ANTIOCH NO 1, RM STAMPED
 CR1156'ANTIOCH NO 2 ALL RECOVERED IN GOOD CONDITION, AZIMUTH MARK NOT
 CR1156'SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1231 ***********************************************************************
 DM1231  DESIGNATION -  ANTIOCH
 DM1231  PID         -  DM1231
 DM1231  STATE/COUNTY-  TX/CASS
 DM1231  USGS QUAD   -  DOUGLASSVILLE (1969)
 DM1231
 DM1231                         *CURRENT SURVEY CONTROL
 DM1231  ___________________________________________________________________
 DM1231* NAD 83(1993)-  33 11 14.93453(N)    094 15 12.78918(W)     ADJUSTED  
 DM1231* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 DM1231  ___________________________________________________________________
 DM1231  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DM1231  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DM1231
 DM1231  HORZ ORDER  -  FIRST
 DM1231
 DM1231.The horizontal coordinates were established by classical geodetic methods
 DM1231.and adjusted by the National Geodetic Survey in February 1996..
 DM1231
 DM1231.The orthometric height was scaled from a topographic map.
 DM1231
 DM1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1231
 DM1231.The geoid height was determined by GEOID03.
 DM1231
 DM1231;                    North         East     Units Scale Factor Converg.
 DM1231;SPC TXNC     - 2,176,644.599   995,845.585   MT  0.99987542   +2 18 57.6
 DM1231;SPC TXNC     - 7,141,208.16  3,267,203.39   sFT  0.99987542   +2 18 57.6
 DM1231;UTM  15      - 3,672,771.312   383,142.869   MT  0.99976836   -0 41 10.5
 DM1231
 DM1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1231!SPC TXNC     -   0.99998144  x   0.99987542  =   0.99985686
 DM1231!UTM  15      -   0.99998144  x   0.99976836  =   0.99974980
 DM1231
 DM1231:                Primary Azimuth Mark                     Grid Az
 DM1231:SPC TXNC     -  TEXARKANA TEXAS PACIFIC RR TK            034 00 28.0
 DM1231:UTM  15      -  TEXARKANA TEXAS PACIFIC RR TK            037 00 36.1
 DM1231
 DM1231|---------------------------------------------------------------------|
 DM1231| PID    Reference Object                     Distance      Geod. Az  |
 DM1231|                                                           dddmmss.s |
 DM1231| DM1196 TEXARKANA TEXAS PACIFIC RR TK       APPROX.31.5 KM 0361925.6 |
 DM1231| DM1198 TEXARKANA SW GAS AND ELEC STK       APPROX.32.3 KM 0373420.1 |
 DM1231| DM1226 ATLANTA W MUNICIPAL TANK            APPROX.10.8 KM 1321359.8 |
 DM1231| DM1227 ATLANTA RAD STA KALT MAST           APPROX.13.3 KM 1502039.2 |
 DM1231| DM1232 LINDEN T S F S RADIO MAST           APPROX.22.4 KM 2053144.2 |
 DM1231| DM1234 LINDEN MUNICIPAL TANK               APPROX.22.2 KM 2081414.1 |
 DM1231| CX4926 ANTIOCH RM 1                                       21747     |
 DM1231| CX4925 ANTIOCH AZ MK                                      2225414.1 |
 DM1231| DM1229 DOUGLASSVILLE LOOKOUT TOWER         APPROX. 2.2 KM 2632203.7 |
 DM1231| DM1237 TX+IL NATURAL GAS RELAY TOWER       APPROX.20.0 KM 2652950.7 |
 DM1231| DM1230 DOUGLASSVILLE BOWIE CASS MAST       APPROX. 9.5 KM 2735601.8 |
 DM1231| CX4927 ANTIOCH RM 2                         30.535 METERS 28036     |
 DM1231| CX4928 ANTIOCH RM 3                         32.739 METERS 34512     |
 DM1231|---------------------------------------------------------------------|
 DM1231
 DM1231                          SUPERSEDED SURVEY CONTROL
 DM1231
 DM1231  NAD 83(1993)-  33 11 14.93695(N)    094 15 12.78332(W) AD(       ) 1
 DM1231  NAD 83(1986)-  33 11 14.93858(N)    094 15 12.77839(W) AD(       ) 1
 DM1231  NAD 27      -  33 11 14.47700(N)    094 15 12.09100(W) AD(       ) 1
 DM1231
 DM1231.Superseded values are not recommended for survey control.
 DM1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1231.See file dsdata.txt to determine how the superseded data were derived.
 DM1231
 DM1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8314372771(NAD 83)
 DM1231_MARKER: DS = TRIANGULATION STATION DISK
 DM1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1231
 DM1231  HISTORY     - Date     Condition        Report By
 DM1231  HISTORY     - 1930     MONUMENTED       CGS
 DM1231  HISTORY     - 1935     GOOD             CGS
 DM1231  HISTORY     - 1935     GOOD             TXGS
 DM1231  HISTORY     - 1937     GOOD             TXHD
 DM1231  HISTORY     - 1956     MARK NOT FOUND   CGS
 DM1231  HISTORY     - 1958     GOOD             CGS
 DM1231
 DM1231                          STATION DESCRIPTION
 DM1231
 DM1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1231'ABOUT 7 MILES AIR LINE, WNW OF QUEEN CITY, AND ONE-EIGHTH
 DM1231'MILE NE OF ANTIOCH SCHOOL AND CHURCH, ON W END OF AN E-W KNOLL
 DM1231'IN A CULTIVATED FIELD, ON LAND OWNED BY WITT GRIFFIN, AND UNDER
 DM1231'TITLE AS JOE SIAH MASSEY HEADRIGHT, ABOUT 110 METERS (361 FEET)
 DM1231'E OF COUNTY ROAD, 9.4 METERS (30.8 FEET) E BY S OF SE FENCE
 DM1231'CORNER OF ORCHARD, AND 2.1 METERS (7 FEET) S OF S ORCHARD
 DM1231'FENCE PROLONGED.
 DM1231'
 DM1231'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DM1231'DISKS SET IN CONCRETE.
 DM1231'TOP OF UPPER MARK IS 18 INCHES BELOW SURFACE, SO PLACED BECAUSE
 DM1231'OF CULTIVATION OF FIELD.  NO. 1 IS IN FENCE LINE S OF FIELD,
 DM1231'10 METERS (33 FEET) W OF NW CORNER OF ANTIOCH CEMETERY, AND
 DM1231'ONE-EIGHTH MILE FROM STATION.
 DM1231'NO. 2 IS IN S FENCE LINE OF ORCHARD, AND 30.55 METERS (100.2
 DM1231'FEET) FROM STATION.
 DM1231
 DM1231                          STATION RECOVERY (1935)
 DM1231
 DM1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1231'STATION WAS RECOVERED AND ALL MARKS WERE IN GOOD CONDITION.
 DM1231'
 DM1231'STATION MARK IS ABOUT 360 FEET E OF N AND S DIRT ROAD.  31.8
 DM1231'FEET E BY S OF THE FENCE CORNER AT SE CORNER OF ORCHARD.  7
 DM1231'FEET S OF ORCHARD FENCE LINE PROLONGED.
 DM1231'
 DM1231'REFERENCE MARK NO. 1 1930 IS SSW OF THE STATION IN FENCE LINE
 DM1231'AT S EDGE OF FIELD.  37.9 FEET SW OF THE NW CORNER OF CEMETERY.
 DM1231'64.6 FEET NNW OF NE CORNER OF FRAME CHURCH BUILDING.  THE MARK
 DM1231'PROJECTS 4 INCHES.  THE FENCE CORNER AT THE NW CORNER OF
 DM1231'CEMETERY TO WHICH REFERENCE MARK NO. 1 WAS ORIGINALLY TIED TO
 DM1231'HAS BEEN MOVED.
 DM1231'
 DM1231'REFERENCE MARK NO. 2 IS W OF THE STATION.  1 FOOT S OF FENCE LINE
 DM1231'AT S EDGE OF ORCHARD.  DISTANCE TO MARK FAILED TO CHECK BY
 DM1231'0.12 FOOT.  THE MARK PROJECTS 3 INCHES.
 DM1231'
 DM1231'THE STATION MARK AND BOTH REFERENCE MARKS ARE STAMPED ANTIOCK.
 DM1231'THE SPELLING SHOULD BE ANTIOCH.
 DM1231'
 DM1231'AZIMUTH MARK 1935 IS SW OF THE STATION AT W BRICK OF ROAD CUT,
 DM1231'18 FEET W OF CENTER LINE OF DIRT ROAD.  25 YARDS N OF FARMHOUSE,
 DM1231'1 FOOT W OF FENCE LINE.  THE MARK IS AN 8-INCH BOLT
 DM1231'SET IN CONCRETE AND IS FLUSH WITH THE GROUND.
 DM1231'
 DM1231'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DOUGLASVILLE
 DM1231'GO E ON U.S. HIGHWAY 77, 7.0 MILES TO CROSSROADS.  THENCE
 DM1231'N ON DIRT ROAD 3.1 MILES TO RIGHT TURN.  THENCE E RIGHT 0.1
 DM1231'MILE TO SERVICE STATION IN ANTI.  THENCE N 0.15 MILE TO LOW GREY
 DM1231'HOUSE ON W.  THENCE E ALONG FENCE LINE AT THE S SIDE OF ORCHARD
 DM1231'ABOUT 360 FEET TO STATION.
 DM1231'
 DM1231'ALL LIGHTS COME INTO VIEW AT 55 FEET.
 DM1231
 DM1231                          STATION RECOVERY (1935)
 DM1231
 DM1231'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 DM1231'STATION IS IN GOOD CONDITION.  ORIGINAL DESCRIPTION GOOD.
 DM1231
 DM1231                          STATION RECOVERY (1937)
 DM1231
 DM1231'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1231'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DM1231'DESCRIPTION SATISFACTORY.
 DM1231
 DM1231                          STATION RECOVERY (1956)
 DM1231
 DM1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1231'ONLY R.M. NO. 2 WAS RECOVERED.  THE MARKER WAS IN GOOD CONDITION,
 DM1231'AND DIRECTIONS FOR LOCATING SAME WERE ADEQUATE.  THE FENCE
 DM1231'MENTIONED HAS BEEN REMOVED.
 DM1231
 DM1231                          STATION RECOVERY (1958)
 DM1231
 DM1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1231'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 DM1231'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DM1231'REFERENCE MARK NO 1 WAS SEARCHED FOR BUT NOT FOUND.  A NEW
 DM1231'REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE.  A DIFFERENCE
 DM1231'BETWEEN THE OLD AND NEW MEASURMENTS TO REFERENCE MARK NO 2 WAS
 DM1231'NOTED.  THE NEW MEASURMENT WAS DOUBLE CHECKED IN THE FIELD AND
 DM1231'IS BELIEVED TO BE CORRECT.  THE STAMPING WAS CORRECTED ON THE
 DM1231'STATION MARK AND REFERENCE MARK NO 2 FROM ANTIOCK TO
 DM1231'ANTIOCH.  THE PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY.
 DM1231'ADDITIONS AND CORRECTIONS ARE INCORPORATED IN THE FOLLOWING.
 DM1231'
 DM1231'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF ATLANTA, 6
 DM1231'MILES EAST OF DOUGLASSVILLE, 0.15 MILE NORTHEAST OF THE SMALL
 DM1231'VILLAGE OF ANTIOCH, ON THE WEST END OF AN EAST-WEST SANDY RIDGE
 DM1231'OF A CULTIVATED FIELD.  IT IS ABOUT 350 FEET EAST OF THE CENTER
 DM1231'OF FARM ROAD 96 AND 275 FEET SOUTH OF THE SOUTH END OF A POND
 DM1231'
 DM1231'THE STATION MARK, A STANDARD DISK STAMPED ANTIOCH 1930, IS SET
 DM1231'IN THE TOP OF A SQUARE CONCRETE POST ABOUT 8 INCHES BELOW THE
 DM1231'SURFACE OF THE GROUND.
 DM1231'
 DM1231'REFERENCE MARK NO 2, A STANDARD DISK STAMPED ANTIOCH NO 2 1930,
 DM1231'IS SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING ABOUT 12
 DM1231'INCHES ABOVE THE SURFACE OF THE GROUND.
 DM1231'
 DM1231'REFERENCE MARK NO 3, A STANDARD DISK STAMPED ANTIOCH NO 3 1930,
 DM1231'IS SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING ABOUT
 DM1231'5 INCHES ABOVE THE SURFACE OF THE GROUND.
 DM1231'
 DM1231'THE AZIMUTH MARK, AN 8-INCH BOLT SET IN THE TOP OF A SQUARE CONCRETE
 DM1231'POST FLUSH WITH THE SURFACE OF THE GROUND AND IS INSCRIBED
 DM1231'ANTIOCH 1935 AZIMUTH.  IT IS ABOUT 25 YARDS NORTH OF THE
 DM1231'INTERSECTION OF THE BLADED ROAD AND FARM ROAD 96, 64 FEET NORTH
 DM1231'OF THE NORTHEAST CORNER OF A FARM HOUSE, 26 FEET WEST OF THE
 DM1231'APPROXIMATE CENTER OF THE BLADED ROAD, 30 FEET NORTH OF A
 DM1231'POWERLINE POLE WITH A TRANSFORMER MOUNTED TO IT, 10 FEET
 DM1231'HIGHER THAN THE ROAD BED AND 2 FEET SOUTH OF A WITNESS POST.
 DM1231'
 DM1231'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 DM1231'STATE HIGHWAY 77, ABOUT 1.0 MILE WEST OF ATLANTA, GO
 DM1231'NORTH-NORTHWEST ON STATE HIGHWAY 77 FOR 4.8 MILES TO THE JUNCTION
 DM1231'OF STATE HIGHWAY 77 AND FARM ROAD 96, GO NORTH-NORTHEAST
 DM1231'ON FARM ROAD 96 FOR 2.85 MILES TO THE INTERSECTION OF THE BLADED
 DM1231'ROAD AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 DM1231'NORTH-NORTHEAST ON FARM ROAD 96 FOR 0.5 MILE TO A DIRT
 DM1231'CROSSROAD.  TURN RIGHT, EAST, ON THE DIRT ROAD AND GO 0.05 MILE
 DM1231'TO A WIRE GATE ON THE RIGHT JUST NORTH OF A POND.  PASS
 DM1231'THROUGH THE GATE KEEPING TO THE WEST SIDE OF THE POND AND GO
 DM1231'SOUTH UPHILL FOR 0.1 MILE TO THE HIGHEST POINT OF THE RIDGE
 DM1231'AND THE STATION MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6894 ***********************************************************************
 AC6894  DESIGNATION -  ANTO A
 AC6894  PID         -  AC6894
 AC6894  STATE/COUNTY-  TX/BEXAR
 AC6894  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AC6894
 AC6894                         *CURRENT SURVEY CONTROL
 AC6894  ___________________________________________________________________
 AC6894* NAD 83(1993)-  29 29 24.19498(N)    098 34 27.65308(W)     ADJUSTED  
 AC6894* NAVD 88     -       278.127  (meters)     912.49   (feet)  ADJUSTED  
 AC6894  ___________________________________________________________________
 AC6894  X           -    -828,436.585 (meters)                     COMP
 AC6894  Y           -  -5,494,417.932 (meters)                     COMP
 AC6894  Z           -   3,121,419.704 (meters)                     COMP
 AC6894  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AC6894  ELLIP HEIGHT-         252.97  (meters)          (10/23/00) GPS OBS
 AC6894  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AC6894  DYNAMIC HT  -         277.722 (meters)     911.16  (feet)  COMP
 AC6894  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 AC6894
 AC6894  HORZ ORDER  -  B
 AC6894  VERT ORDER  -  FIRST     CLASS II
 AC6894  ELLP ORDER  -  FOURTH    CLASS II
 AC6894
 AC6894.This is a reference station for the SAN ANTONIO RRP
 AC6894.National Continuously Operating Reference Station (ANTO).
 AC6894
 AC6894.The horizontal coordinates were established by GPS observations
 AC6894.and adjusted by the National Geodetic Survey in November 1997..
 AC6894
 AC6894.The orthometric height was determined by differential leveling
 AC6894.and adjusted by the National Geodetic Survey in July 2002..
 AC6894
 AC6894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6894
 AC6894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6894
 AC6894.The ellipsoidal height was determined by GPS observations
 AC6894.and is referenced to NAD 83.
 AC6894
 AC6894.The geoid height was determined by GEOID03.
 AC6894
 AC6894.The dynamic height is computed by dividing the NAVD 88
 AC6894.geopotential number by the normal gravity value computed on the
 AC6894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6894.degrees latitude (g = 980.6199 gals.).
 AC6894
 AC6894.The modeled gravity was interpolated from observed gravity values.
 AC6894
 AC6894;                    North         East     Units Scale Factor Converg.
 AC6894;SPC TXSC     - 4,183,683.674   641,272.333   MT  0.99986690   +0 12 30.7
 AC6894;SPC TXSC     -13,725,968.85  2,103,907.65   sFT  0.99986690   +0 12 30.7
 AC6894;UTM  14      - 3,262,356.855   541,261.604   MT  0.99962101   +0 12 34.3
 AC6894
 AC6894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6894!SPC TXSC     -   0.99996027  x   0.99986690  =   0.99982718
 AC6894!UTM  14      -   0.99996027  x   0.99962101  =   0.99958130
 AC6894
 AC6894                          SUPERSEDED SURVEY CONTROL
 AC6894
 AC6894  ELLIP H (11/12/97)  253.00   (m)                       GP(       ) 3 1
 AC6894  NAVD 88 (11/12/97)  278.13   (m)          912.5    (f) LEVELING    3  
 AC6894
 AC6894.Superseded values are not recommended for survey control.
 AC6894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6894.See file dsdata.txt to determine how the superseded data were derived.
 AC6894
 AC6894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4126262357(NAD 83)
 AC6894_MARKER: I = METAL ROD
 AC6894_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6894_STAMPING: ANTO A 1996
 AC6894_MARK LOGO: NGS   
 AC6894_PROJECTION: FLUSH
 AC6894_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6894+STABILITY: POSITION/ELEVATION WELL
 AC6894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6894+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6894_ROD/PIPE-DEPTH: 3.6  meters
 AC6894_SLEEVE-DEPTH  : 0.9 meters
 AC6894
 AC6894  HISTORY     - Date     Condition        Report By
 AC6894  HISTORY     - 1996     MONUMENTED       NGS
 AC6894  HISTORY     - 19970308 GOOD             NGS
 AC6894  HISTORY     - 20020801 MARK NOT FOUND   TXDOT
 AC6894
 AC6894                          STATION DESCRIPTION
 AC6894
 AC6894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6894'IN SAN ANTONIO, AT THE DEPARTMENT OF TRANSPORTATION COMPLEX AT 4615
 AC6894'NORTHWEST LOOP 410, 49.8 M (163.4 FT) SOUTHEAST OF THE SOUTHEAST
 AC6894'CORNER OF BUILDING NUMBER 2, 15.2 M (49.9 FT) NORTH OF THE CENTERLINE
 AC6894'OF INTERSTATE HIGHWAY 410 WESTBOUND SERVICE ROAD, 11.1 M (36.4 FT)
 AC6894'SOUTH OF THE CENTER OF A PAVED ROAD, 8.3 M (27.2 FT) SOUTHWEST OF
 AC6894'UTILITY LIGHT POLE NUMBER 37 23 762, 5.3 M (17.4 FT) WEST OF THE
 AC6894'EXTENDED CENTER OF A PAVED ROAD LEADING NORTH, AND 0.3 M (1.0 FT)
 AC6894'ABOVE THE LEVEL OF THE SERVICE ROAD.  NOTE--ACCESS TO THE DATUM POINT
 AC6894'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC6894'SPECIFICATIONS FOR A CLASS A MARK.
 AC6894
 AC6894                          STATION RECOVERY (1997)
 AC6894
 AC6894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC6894'THE STATION WAS RECOVERED IN GOOD CONDITION,ALL DISTANCES AND
 AC6894'DIRECTIONS TO THE STATION ARE CORRECT.
 AC6894
 AC6894                          STATION RECOVERY (2002)
 AC6894
 AC6894'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (DLZ)
 AC6894'SUSPECT CONSTRUCTION OF SIDEWALK COVERED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6895 ***********************************************************************
 AC6895  DESIGNATION -  ANTO B
 AC6895  PID         -  AC6895
 AC6895  STATE/COUNTY-  TX/BEXAR
 AC6895  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AC6895
 AC6895                         *CURRENT SURVEY CONTROL
 AC6895  ___________________________________________________________________
 AC6895* NAD 83(1993)-  29 29 23.92461(N)    098 34 41.11974(W)     ADJUSTED  
 AC6895* NAVD 88     -       278.712  (meters)     914.41   (feet)  ADJUSTED  
 AC6895  ___________________________________________________________________
 AC6895  X           -    -828,795.991 (meters)                     COMP
 AC6895  Y           -  -5,494,368.393 (meters)                     COMP
 AC6895  Z           -   3,121,412.748 (meters)                     COMP
 AC6895  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AC6895  ELLIP HEIGHT-         253.56  (meters)          (10/23/00) GPS OBS
 AC6895  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AC6895  DYNAMIC HT  -         278.306 (meters)     913.08  (feet)  COMP
 AC6895  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AC6895
 AC6895  HORZ ORDER  -  B
 AC6895  VERT ORDER  -  FIRST     CLASS II
 AC6895  ELLP ORDER  -  FOURTH    CLASS II
 AC6895
 AC6895.This is a reference station for the SAN ANTONIO RRP
 AC6895.National Continuously Operating Reference Station (ANTO).
 AC6895
 AC6895.The horizontal coordinates were established by GPS observations
 AC6895.and adjusted by the National Geodetic Survey in November 1997..
 AC6895
 AC6895.The orthometric height was determined by differential leveling
 AC6895.and adjusted by the National Geodetic Survey in July 2002..
 AC6895
 AC6895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6895
 AC6895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6895
 AC6895.The ellipsoidal height was determined by GPS observations
 AC6895.and is referenced to NAD 83.
 AC6895
 AC6895.The geoid height was determined by GEOID03.
 AC6895
 AC6895.The dynamic height is computed by dividing the NAVD 88
 AC6895.geopotential number by the normal gravity value computed on the
 AC6895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6895.degrees latitude (g = 980.6199 gals.).
 AC6895
 AC6895.The modeled gravity was interpolated from observed gravity values.
 AC6895
 AC6895;                    North         East     Units Scale Factor Converg.
 AC6895;SPC TXSC     - 4,183,674.036   640,909.653   MT  0.99986689   +0 12 24.1
 AC6895;SPC TXSC     -13,725,937.23  2,102,717.75   sFT  0.99986689   +0 12 24.1
 AC6895;UTM  14      - 3,262,347.213   540,899.013   MT  0.99962064   +0 12 27.7
 AC6895
 AC6895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6895!SPC TXSC     -   0.99996018  x   0.99986689  =   0.99982707
 AC6895!UTM  14      -   0.99996018  x   0.99962064  =   0.99958083
 AC6895
 AC6895                          SUPERSEDED SURVEY CONTROL
 AC6895
 AC6895  ELLIP H (11/12/97)  253.59   (m)                       GP(       ) 3 1
 AC6895  NAVD 88 (11/12/97)  278.71   (m)          914.4    (f) LEVELING    3  
 AC6895
 AC6895.Superseded values are not recommended for survey control.
 AC6895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6895.See file dsdata.txt to determine how the superseded data were derived.
 AC6895
 AC6895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4089962347(NAD 83)
 AC6895_MARKER: I = METAL ROD
 AC6895_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6895_STAMPING: ANTO B 1996
 AC6895_MARK LOGO: NGS   
 AC6895_PROJECTION: FLUSH
 AC6895_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6895+STABILITY: POSITION/ELEVATION WELL
 AC6895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6895+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6895_ROD/PIPE-DEPTH: 3.1  meters
 AC6895_SLEEVE-DEPTH  : 0.9 meters
 AC6895
 AC6895  HISTORY     - Date     Condition        Report By
 AC6895  HISTORY     - 1996     MONUMENTED       NGS
 AC6895  HISTORY     - 19970308 GOOD             NGS
 AC6895  HISTORY     - 20020801 MARK NOT FOUND   TXDOT
 AC6895
 AC6895                          STATION DESCRIPTION
 AC6895
 AC6895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6895'IN SAN ANTONIO, AT THE DEPARTMENT OF TRANSPORTATION COMPLEX AT 4615
 AC6895'NORTHWEST LOOP 410, 39.4 M (129.3 FT) WEST OF THE CENTER OF A PAVED
 AC6895'ROAD, 25.3 M (83.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 AC6895'MAINTENANCE WAREHOUSE, 23.8 M (78.1 FT) SOUTHWEST OF THE SOUTHWEST
 AC6895'CORNER OF THE WAREHOUSE, 14.7 M (48.2 FT) NORTH OF THE CENTER OF THE
 AC6895'INTERSTATE HIGHWAY 410 WESTBOUND SERVICE ROAD, AND 0.3 M (1.0 FT)
 AC6895'ABOVE THE LEVEL OF THE SERVICE ROAD.  NOTE--ACCESS TO THE DATUM POINT
 AC6895'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC6895'SPECIFICATIONS FOR A CLASS A MARK.
 AC6895
 AC6895                          STATION RECOVERY (1997)
 AC6895
 AC6895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC6895'THE STATION WAS RECOVERED IN GOOD CONDITION, ALL DISTANCES AND
 AC6895'DIRECTIONS TO THE MARK ARE CORRECT.
 AC6895
 AC6895                          STATION RECOVERY (2002)
 AC6895
 AC6895'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (DLZ)
 AC6895'SUSPECT CONSTRUCTION OF SIDEWALK COVERED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0337 ***********************************************************************
 BB0337  DESIGNATION -  ANTONIO
 BB0337  PID         -  BB0337
 BB0337  STATE/COUNTY-  TX/PRESIDIO
 BB0337  USGS QUAD   -  ADOBES (1979)
 BB0337
 BB0337                         *CURRENT SURVEY CONTROL
 BB0337  ___________________________________________________________________
 BB0337* NAD 83(1993)-  29 48 52.93788(N)    104 35 00.63739(W)     ADJUSTED  
 BB0337* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 BB0337  ___________________________________________________________________
 BB0337  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 BB0337  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 BB0337
 BB0337  HORZ ORDER  -  FIRST
 BB0337
 BB0337.The horizontal coordinates were established by classical geodetic methods
 BB0337.and adjusted by the National Geodetic Survey in February 1996..
 BB0337
 BB0337.The orthometric height was scaled from a topographic map.
 BB0337
 BB0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0337
 BB0337.The geoid height was determined by GEOID03.
 BB0337
 BB0337;                    North         East     Units Scale Factor Converg.
 BB0337;SPC TXSC     - 4,232,470.905    60,529.776   MT  0.99989819   -2 44 07.6
 BB0337;SPC TXSC     -13,886,031.63    198,588.11   sFT  0.99989819   -2 44 07.6
 BB0337;UTM  13      - 3,298,326.176   540,244.055   MT  0.99961998   +0 12 25.5
 BB0337
 BB0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0337!SPC TXSC     -   0.99986711  x   0.99989819  =   0.99976532
 BB0337!UTM  13      -   0.99986711  x   0.99961998  =   0.99948714
 BB0337
 BB0337|---------------------------------------------------------------------|
 BB0337| PID    Reference Object                     Distance      Geod. Az  |
 BB0337|                                                           dddmmss.s |
 BB0337| CH7854 ANTONIO RM 1                          6.730 METERS 04244     |
 BB0337| CH7855 ANTONIO RM 2                          5.530 METERS 13720     |
 BB0337| BB0203 ANTONIO AZ MK                                      2352756.5 |
 BB0337|---------------------------------------------------------------------|
 BB0337
 BB0337                          SUPERSEDED SURVEY CONTROL
 BB0337
 BB0337  NAD 83(1986)-  29 48 52.92929(N)    104 35 00.63546(W) AD(       ) 1
 BB0337  NAD 27      -  29 48 52.31900(N)    104 34 58.90100(W) AD(       ) 1
 BB0337
 BB0337.Superseded values are not recommended for survey control.
 BB0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0337.See file dsdata.txt to determine how the superseded data were derived.
 BB0337
 BB0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN4024498326(NAD 83)
 BB0337_MARKER: DS = TRIANGULATION STATION DISK
 BB0337_SETTING: 0 = UNSPECIFIED SETTING
 BB0337
 BB0337  HISTORY     - Date     Condition        Report By
 BB0337  HISTORY     - 1934     MONUMENTED       CGS
 BB0337  HISTORY     - 1958     GOOD             AMS
 BB0337
 BB0337                          STATION DESCRIPTION
 BB0337
 BB0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0337'ABOUT 15 MILES SOUTH-SOUTHEAST OF RUIDOSA, 22 MILES NORTHWEST
 BB0337'OF PRESIDIO, 0.5 MILE NORTHEAST OF THE RIO GRANDE, 0.3 MILE
 BB0337'NORTHEAST OF THE RUIDOSA-PRESIDIO ROAD, AND ON THE HIGHEST
 BB0337'POINT OF A PROMINENT CONICAL HILL, THE HIGHEST POINT IN THE
 BB0337'VICINITY.
 BB0337'
 BB0337'TO REACH FROM OCHOA, FOLLOW MAIN ROAD NORTHWEST 10.1 MILES
 BB0337'TO A CATTLE GUARD, CONTINUE ON MAIN ROAD 2.2 MILES TO A SMALL
 BB0337'STONE BRIDGE.  STATION IS ON CONICAL HILL TO THE EAST OF ROAD
 BB0337'AT THIS POINT.
 BB0337'
 BB0337'STATION AND REFERENCE MARKS ARE STANDARD DISKS EMBEDDED IN
 BB0337'4-INCH IRON PIPES WHICH ARE SUNK ABOUT 4 FEET, AND PROTRUDE
 BB0337'ABOUT 4 INCHES.
 BB0337'
 BB0337'AZIMUTH MARK IS SOUTHWEST OF THE STATION ON THE EAST SIDE OF
 BB0337'THE RUIDOSA-PRESIDIO ROAD, 10.0 FEET EAST OF RIGHT-OF-WAY AND
 BB0337'50.0 FEET SOUTH OF A SMALL STONE BRIDGE OVER A CREEK.
 BB0337
 BB0337                          STATION RECOVERY (1958)
 BB0337
 BB0337'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BB0337'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BB0337'RECOVERED AS DESCRIBED.
 BB0337'
 BB0337'THE STATION IS LOCATED ON THE HIGHEST POINT AND PROMINENT
 BB0337'CONICAL SHAPED HILL.  7 FEET E OF SHARP DROP TO THE W.  22
 BB0337'S OF THE SHARP DROP TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1079 ***********************************************************************
 CD1079  DESIGNATION -  ANTONIO
 CD1079  PID         -  CD1079
 CD1079  STATE/COUNTY-  TX/HUDSPETH
 CD1079  USGS QUAD   -  SIXTEEN MOUNTAINS (1979)
 CD1079
 CD1079                         *CURRENT SURVEY CONTROL
 CD1079  ___________________________________________________________________
 CD1079* NAD 83(1993)-  31 59 42.81760(N)    105 32 58.04201(W)     ADJUSTED  
 CD1079* NAVD 88     -      2144.     (meters)    7034.     (feet)  SCALED    
 CD1079  ___________________________________________________________________
 CD1079  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CD1079  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 CD1079
 CD1079  HORZ ORDER  -  SECOND
 CD1079
 CD1079.The horizontal coordinates were established by classical geodetic methods
 CD1079.and adjusted by the National Geodetic Survey in February 1996..
 CD1079
 CD1079.The orthometric height was scaled from a topographic map.
 CD1079
 CD1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1079
 CD1079.The geoid height was determined by GEOID03.
 CD1079
 CD1079;                    North         East     Units Scale Factor Converg.
 CD1079;SPC TX C     - 3,269,702.574   207,251.492   MT  1.00003197   -2 41 11.8
 CD1079;SPC TX C     -10,727,349.19    679,957.60   sFT  1.00003197   -2 41 11.8
 CD1079;SPC NM C     -   110,552.247   566,194.131   MT  0.99995402   +0 22 16.3
 CD1079;SPC NM C     -   362,703.50  1,857,588.58   sFT  0.99995402   +0 22 16.3
 CD1079;UTM  13      - 3,540,038.518   448,097.894   MT  0.99963322   -0 17 28.1
 CD1079
 CD1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1079!SPC TX C     -   0.99966704  x   1.00003197  =   0.99969900
 CD1079!SPC NM C     -   0.99966704  x   0.99995402  =   0.99962107
 CD1079!UTM  13      -   0.99966704  x   0.99963322  =   0.99930038
 CD1079
 CD1079|---------------------------------------------------------------------|
 CD1079| PID    Reference Object                     Distance      Geod. Az  |
 CD1079|                                                           dddmmss.s |
 CD1079| CH7856 ANTONIO RM 1                          6.634 METERS 13725     |
 CD1079| CD1081 EL PASO FORT WORTH AWY BCN 4        APPROX.22.2 KM 1993208.3 |
 CD1079| CD1087 EL PASO FORT WORTH AWY BCN 3        APPROX.29.5 KM 2281745.6 |
 CD1079| CW0902 BM                                  APPROX. 8.8 KM 2743253.4 |
 CD1079| CH7857 ANTONIO RM 2                         11.939 METERS 33145     |
 CD1079|---------------------------------------------------------------------|
 CD1079
 CD1079                          SUPERSEDED SURVEY CONTROL
 CD1079
 CD1079  NAD 83(1993)-  31 59 42.81758(N)    105 32 58.04204(W) AD(       ) 2
 CD1079  NAD 83(1986)-  31 59 42.82038(N)    105 32 58.04074(W) AD(       ) 2
 CD1079  NAD 27      -  31 59 42.42900(N)    105 32 56.15200(W) AD(       ) 2
 CD1079
 CD1079.Superseded values are not recommended for survey control.
 CD1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1079.See file dsdata.txt to determine how the superseded data were derived.
 CD1079
 CD1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR4809840039(NAD 83)
 CD1079_MARKER: DS = TRIANGULATION STATION DISK
 CD1079_SETTING: 80 = SET IN A BOULDER
 CD1079_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CD1079
 CD1079  HISTORY     - Date     Condition        Report By
 CD1079  HISTORY     - 1943     MONUMENTED       CGS
 CD1079
 CD1079                          STATION DESCRIPTION
 CD1079
 CD1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD1079'STATION IS LOCATED ON THE SUMMIT OF ANTONIO MOUNTAIN, ABOUT 12
 CD1079'MILES AIRLINE NW OF CORNUDAS SERVICE STATION AND ABOUT 1/2 MILE
 CD1079'S OF THE TEXAS-NEW MEXICO STATE LINE.  IT IS NOT ON THE HIGHEST
 CD1079'POINT OF MOUNTAIN, IT IS ON A POINT ABOUT 1/8 OF A MILE W OF
 CD1079'THE HIGHEST POINT AND ABOUT 40 FEET LOWER.
 CD1079'
 CD1079'STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL HOLE
 CD1079'IN A LARGE BOULDER.  IT IS STAMPED ANTONIO 1943.
 CD1079'
 CD1079'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CD1079'HOLE IN A LARGE BOULDER, AND IS ABOUT 4 FEET LOWER THAN STATION.
 CD1079'IT IS STAMPED ANTONIO R.M. 1 1943.
 CD1079'
 CD1079'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CD1079'HOLE IN A LARGE BOULDER, AND IS ABOUT 2 FEET LOWER THAN STATION.
 CD1079'IT IS STAMPED ANTONIO R.M. 2 1943.
 CD1079'
 CD1079'TO REACH FROM CORNUDAS, WHICH IS A SERVICE STATION AND CAFE
 CD1079'ON U.S. HIGHWAY 62 ABOUT 63 MILES E OF EL PASO, GO W ON HIGHWAY 62
 CD1079'FOR 0.6 MILE TO GRADED ROAD RIGHT.  TURN RIGHT AND FOLLOW GRADED
 CD1079'ROAD 2.3 MILES TO GATE.  PASS THROUGH GATE AND CONTINUE 5.3 MILES
 CD1079'TO GATE JUST W OF LARGE DIRT TANK.  PASS THROUGH GATE AND
 CD1079'CONTINUE FOR 2.7 MILES TO RANCH HOUSE.  PASS TO RIGHT OF HOUSE
 CD1079'AND GO THROUGH WOODEN GATE.  CONTINUE ABOUT 100 YARDS TO
 CD1079'FORKS.  TAKE LEFT FORK, W, 4.3 MILES TO S SIDE OF DIRT TANK.
 CD1079'KEEP STRAIGHT AHEAD 2.2 MILES TO ANOTHER DIRT TANK.  CIRCLE
 CD1079'AROUND W SIDE OF TANK AND GO NW, ACROSS COUNTRY, ABOUT 0.7
 CD1079'MILE TO E BASE OF ANTONIO MOUNTAIN.  THE BEST CLIMBING TO TOP OF
 CD1079'MOUNTAIN IS UP CANYON ON E SIDE OF MOUNTAIN.
 CD1079'
 CD1079'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CD1079'
 CD1079'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0203 ***********************************************************************
 BB0203  DESIGNATION -  ANTONIO AZ MK
 BB0203  PID         -  BB0203
 BB0203  STATE/COUNTY-  TX/PRESIDIO
 BB0203  USGS QUAD   -  ADOBES (1979)
 BB0203
 BB0203                         *CURRENT SURVEY CONTROL
 BB0203  ___________________________________________________________________
 BB0203* NAD 83(1986)-  29 48 47.     (N)    104 35 09.     (W)     SCALED    
 BB0203* NAVD 88     -       823.999  (meters)    2703.40   (feet)  POSTED    
 BB0203  ___________________________________________________________________
 BB0203  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 BB0203  DYNAMIC HT  -         822.660 (meters)    2699.01  (feet)  COMP
 BB0203  MODELED GRAV-     978,992.4   (mgal)                       NAVD 88
 BB0203
 BB0203  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0203
 BB0203.The horizontal coordinates were scaled from a topographic map and have
 BB0203.an estimated accuracy of +/- 6 seconds.
 BB0203
 BB0203.The orthometric height was determined by differential leveling
 BB0203.and adjusted by the National Geodetic Survey in 1992..
 BB0203.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0203.rate of 1.1 thru 2.0 mm/km.
 BB0203
 BB0203.The geoid height was determined by GEOID03.
 BB0203
 BB0203.The dynamic height is computed by dividing the NAVD 88
 BB0203.geopotential number by the normal gravity value computed on the
 BB0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0203.degrees latitude (g = 980.6199 gals.).
 BB0203
 BB0203.The modeled gravity was interpolated from observed gravity values.
 BB0203
 BB0203;                    North         East    Units  Estimated Accuracy
 BB0203;SPC TXSC     - 4,232,300.       60,300.      MT  (+/- 180 meters Scaled)
 BB0203
 BB0203                          SUPERSEDED SURVEY CONTROL
 BB0203
 BB0203  NGVD 29 (??/??/92)  823.550  (m)         2701.93   (f) ADJ UNCH    2 0
 BB0203
 BB0203.Superseded values are not recommended for survey control.
 BB0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0203.See file dsdata.txt to determine how the superseded data were derived.
 BB0203
 BB0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN400981(NAD 83)
 BB0203_MARKER: DZ = AZIMUTH MARK DISK
 BB0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0203_STAMPING: ANTONIO AZIMUTH 1934
 BB0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0203+STABILITY: SURFACE MOTION
 BB0203
 BB0203  HISTORY     - Date     Condition        Report By
 BB0203  HISTORY     - 1934     MONUMENTED       CGS
 BB0203  HISTORY     - 1943     GOOD             NGS
 BB0203
 BB0203                          STATION DESCRIPTION
 BB0203
 BB0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BB0203'14.25 MI SE FROM RUIDOSA.
 BB0203'THIS MARK IS 14.25 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0203'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, SET AT THE FOOT OF A
 BB0203'PROMINENT PEAK, 1.35 MILE SOUTHEAST OF CHINATI RANCH, 21.0 FEET
 BB0203'NORTHEAST OF THE CENTERLINE OF THE ROAD, PROJECTING 7-INCHES ABOVE THE
 BB0203'GROUND, 2.0 FEET SOUTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4227 ***********************************************************************
 AB4227  SACS        -  This is a Secondary Airport Control Station.
 AB4227  DESIGNATION -  AP 1968 STA B HRL
 AB4227  PID         -  AB4227
 AB4227  STATE/COUNTY-  TX/CAMERON
 AB4227  USGS QUAD   -  HARLINGEN (1983)
 AB4227
 AB4227                         *CURRENT SURVEY CONTROL
 AB4227  ___________________________________________________________________
 AB4227* NAD 83(1993)-  26 13 03.17330(N)    097 39 30.37914(W)     ADJUSTED  
 AB4227* NAVD 88     -        10.42   (meters)      34.2    (feet)  GPS OBS   
 AB4227  ___________________________________________________________________
 AB4227  X           -    -763,049.259 (meters)                     COMP
 AB4227  Y           -  -5,674,632.190 (meters)                     COMP
 AB4227  Z           -   2,800,699.221 (meters)                     COMP
 AB4227  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 AB4227  ELLIP HEIGHT-         -12.28  (meters)          (05/04/01) GPS OBS
 AB4227  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AB4227
 AB4227  HORZ ORDER  -  FIRST
 AB4227  ELLP ORDER  -  THIRD     CLASS I
 AB4227
 AB4227.This mark is at Rio Grande Valley Intl (HRL) Airport (HRL)
 AB4227
 AB4227.The horizontal coordinates were established by GPS observations
 AB4227.and adjusted by the National Geodetic Survey in June 1996..
 AB4227
 AB4227.The orthometric height was determined by GPS observations and a
 AB4227.high-resolution geoid model.
 AB4227
 AB4227.GPS derived orthometric heights for airport stations designated as
 AB4227.PACS or SACS are published to 2 decimal places.  This maintains
 AB4227.centimeter relative accuracy between the PACS and SACS.  It does
 AB4227.not indicate centimeter accuracy relative to other marks which are
 AB4227.part of the NAVD 88 network.
 AB4227
 AB4227.Photographs are available for this station.
 AB4227
 AB4227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4227
 AB4227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4227
 AB4227.The ellipsoidal height was determined by GPS observations
 AB4227.and is referenced to NAD 83.
 AB4227
 AB4227.The geoid height was determined by GEOID03.
 AB4227
 AB4227;                    North         East     Units Scale Factor Converg.
 AB4227;SPC TX S     - 5,061,315.116   384,097.739   MT  0.99998757   +0 22 55.5
 AB4227;SPC TX S     -16,605,331.34  1,260,160.67   sFT  0.99998757   +0 22 55.5
 AB4227;UTM  14      - 2,900,469.525   634,019.596   MT  0.99982176   +0 35 34.0
 AB4227
 AB4227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4227!SPC TX S     -   1.00000193  x   0.99998757  =   0.99998950
 AB4227!UTM  14      -   1.00000193  x   0.99982176  =   0.99982369
 AB4227
 AB4227                          SUPERSEDED SURVEY CONTROL
 AB4227
 AB4227  ELLIP H (06/24/96)  -12.16   (m)                       GP(       ) 3 1
 AB4227
 AB4227.Superseded values are not recommended for survey control.
 AB4227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4227.See file dsdata.txt to determine how the superseded data were derived.
 AB4227
 AB4227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3402000470(NAD 83)
 AB4227_MARKER: DD = SURVEY DISK
 AB4227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4227_STAMPING: AP 1968 STA B
 AB4227_MARK LOGO: CGS   
 AB4227_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4227+STABILITY: SURFACE MOTION
 AB4227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4227+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2001
 AB4227
 AB4227  HISTORY     - Date     Condition        Report By
 AB4227  HISTORY     - 1968     MONUMENTED       CGS
 AB4227  HISTORY     - 19940615 GOOD             NGS
 AB4227  HISTORY     - 19950401 GOOD             NGS
 AB4227  HISTORY     - 20010108 GOOD             NGS
 AB4227
 AB4227                          STATION DESCRIPTION
 AB4227
 AB4227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AB4227'THE STATION IS LOCATED AT THE RIO GRANDE VALLEY INTL AIRPORT ON THE
 AB4227'EAST SIDE OF RUNWAY END 35L.  THE STATION IS LOCATED 183.75 FT (56.01
 AB4227'M) SSE OF THE FIRST RUNWAY LIGHT NORTH OF THE END ON THE EAST SIDE OF
 AB4227'THE RUNWAY, 61.4 FT (18.7 M) EAST OF THE EAST CORNER OF THE RUNWAY
 AB4227'END, AND 28.4 FT (8.7 M) NE OF THE EASTERN MOST THRESHOLD LIGHT ON THE
 AB4227'EAST SIDE OF THE RUNWAY END.  THE STATION IS MARKED BY A CONCRETE POST
 AB4227'THAT PROJECTS ABOUT 0.3 FT (9.1 CM) ABOVE THE GROUND. THE DISK HAS
 AB4227'BEEN SHEARED OFF AND ALL THAT REMAINS IS A PART OF THE STEM.  A PUNCH
 AB4227'HOLE WAS MADE IN THE REMAINS OF THE STEM AND THIS WAS THE POINT
 AB4227'POSITIONED AND LEVELED TO.
 AB4227
 AB4227                          STATION RECOVERY (1995)
 AB4227
 AB4227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB4227'THE STATION IS LOCATED AT THE RIO GRANDE VALLEY INTERNATIONAL AIRPORT
 AB4227'IN THE NORTHEAST PART OF HARLINGEN, EAST OF AND IN LINE WITH THE
 AB4227'PAVEMENT END OF RUNWAY 35 L, OWNERSHIP--CITY OF HARLINGEN, AIRPORT
 AB4227'TERMINAL BLDG HARLINGEN TX,78550.  PHONE 210 430 8605, 512 430 8600.
 AB4227'TO REACH THE STATION GO 6.2 KM (3.85 MI) EAST ALONG HIGHWAY 499 LOOP
 AB4227'FROM ITS NORTH JUNCTION WITH U.S.  HIGHWAY 77 IN HARLINGEN TO AIRPORT
 AB4227'DRIVE, TURN LEFT, NORTH, O.5 KM TO THE AIRPORT TERMINAL. NOTE--CONTACT
 AB4227'AIRPORT MANAGER 24 HOURS IN ADVANCE FOR ESCORT.  THE STATION IS 41.5 M
 AB4227'(136.2 FT) EAST OF THE CENTER OF AND IN LINE WITH THE PAVEMENT END OF
 AB4227'RUNWAY 35 L.  8.6 M (28.2 FT) NORTH NORTHEAST OF THE EAST 1 OF 8
 AB4227'THRESHOLD LIGHTS, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY, AND
 AB4227'THE MONUMENT IS PROJECTING 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 AB4227'NOTE--STATEMENT IN OLD DESCRIPTION READS THE DISK HAS BEEN SHEARED OFF
 AB4227'AND ALL THAT REMAINS IS A PART OF THE STEM.  A PUNCH HOLE WAS MADE IN
 AB4227'THE REMAINS OF THE STEM AND THIS WAS POINT POSITIONED AND LEVELED TO.
 AB4227'BY DEB
 AB4227
 AB4227                          STATION RECOVERY (2001)
 AB4227
 AB4227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AB4227'RECOVERED AS DESCRIBED.  THE DIRECTOR OF AVIATION IS SHAWN
 AB4227'SCHROEDER.  PHONE 956-430-8605, FAX 956-430-8619.
 AB4227' 
 AB4227'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0804 ***********************************************************************
 FL0804  DESIGNATION -  AP A
 FL0804  PID         -  FL0804
 FL0804  STATE/COUNTY-  TX/HUTCHINSON
 FL0804  USGS QUAD   -  BORGER (1978)
 FL0804
 FL0804                         *CURRENT SURVEY CONTROL
 FL0804  ___________________________________________________________________
 FL0804* NAD 83(1986)-  35 41 33.     (N)    101 23 34.     (W)     SCALED    
 FL0804* NAVD 88     -       930.867  (meters)    3054.02   (feet)  ADJUSTED  
 FL0804  ___________________________________________________________________
 FL0804  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FL0804  DYNAMIC HT  -         929.820 (meters)    3050.58  (feet)  COMP
 FL0804  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 FL0804
 FL0804  VERT ORDER  -  SECOND    CLASS 0
 FL0804
 FL0804.This mark is at Hutchinson Co (BGD) Airport (BGD)
 FL0804
 FL0804.The horizontal coordinates were scaled from a topographic map and have
 FL0804.an estimated accuracy of +/- 6 seconds.
 FL0804
 FL0804.The orthometric height was determined by differential leveling
 FL0804.and adjusted by the National Geodetic Survey in June 1991..
 FL0804
 FL0804.The geoid height was determined by GEOID03.
 FL0804
 FL0804.The dynamic height is computed by dividing the NAVD 88
 FL0804.geopotential number by the normal gravity value computed on the
 FL0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0804.degrees latitude (g = 980.6199 gals.).
 FL0804
 FL0804.The modeled gravity was interpolated from observed gravity values.
 FL0804
 FL0804;                    North         East    Units  Estimated Accuracy
 FL0804;SPC TX N     - 1,187,770.      209,700.      MT  (+/- 180 meters Scaled)
 FL0804
 FL0804                          SUPERSEDED SURVEY CONTROL
 FL0804
 FL0804  NGVD 29 (??/??/92)  930.413  (m)         3052.53   (f) ADJ UNCH    2 0
 FL0804
 FL0804.Superseded values are not recommended for survey control.
 FL0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0804.See file dsdata.txt to determine how the superseded data were derived.
 FL0804
 FL0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE834524(NAD 83)
 FL0804_MARKER: DT = TOPOGRAPHIC STATION DISK
 FL0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0804_SP_SET: MONUMENT
 FL0804_STAMPING: AP 1964 STA A
 FL0804_MARK LOGO: CGS   
 FL0804_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FL0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0804
 FL0804  HISTORY     - Date     Condition        Report By
 FL0804  HISTORY     - 1964     MONUMENTED       CGS
 FL0804  HISTORY     - 1971     GOOD             NGS
 FL0804  HISTORY     - 19870615 GOOD             NGS
 FL0804
 FL0804                          STATION DESCRIPTION
 FL0804
 FL0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FL0804'IN BORGER.
 FL0804'AT BORGER, HUTCHINSON COUNTY AIRPORT, IN THE S PART OF THE AIRPORT,
 FL0804'NEAR THE S END OF THE N-S RUNWAY (RWY 17-35).  110.00 FT. E OF THE
 FL0804'CENTERLINE, RWY.  END 35.  60.00 FT. E OF THE SE CORNER, RWY END 35. A
 FL0804'STANDARD TOPOGRAPHIC STATION DISK, STAMPED AP 1964 STA A SET IN THE
 FL0804'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 FL0804
 FL0804                          STATION RECOVERY (1971)
 FL0804
 FL0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FL0804'RECOVERED IN GOOD CONDITION.
 FL0804
 FL0804                          STATION RECOVERY (1987)
 FL0804
 FL0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FL0804'IN THE SOUTH PART OF THE AIRPORT NEAR RUNWAY END 35, 110.0 FT (33.5 M)
 FL0804'EAST OF CENTERLINE END RUNWAY 35 AND 60.0 FT (18.3 M) EAST OF THE SE
 FL0804'CORNER OF THE RUNWAY.  A STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA
 FL0804'A SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0583 ***********************************************************************
 CU0583  DESIGNATION -  AP STA A
 CU0583  PID         -  CU0583
 CU0583  STATE/COUNTY-  TX/HOWARD
 CU0583  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0583
 CU0583                         *CURRENT SURVEY CONTROL
 CU0583  ___________________________________________________________________
 CU0583* NAD 83(1993)-  32 18 35.39478(N)    101 26 07.74176(W)     ADJUSTED  
 CU0583* NAVD 88     -       779.952  (meters)    2558.89   (feet)  ADJUSTED  
 CU0583  ___________________________________________________________________
 CU0583  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CU0583  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CU0583  DYNAMIC HT  -         778.882 (meters)    2555.38  (feet)  COMP
 CU0583  MODELED GRAV-     979,242.1   (mgal)                       NAVD 88
 CU0583
 CU0583  HORZ ORDER  -  SECOND
 CU0583  VERT ORDER  -  SECOND    CLASS 0
 CU0583
 CU0583.The horizontal coordinates were established by classical geodetic methods
 CU0583.and adjusted by the National Geodetic Survey in February 1996..
 CU0583
 CU0583.The orthometric height was determined by differential leveling
 CU0583.and adjusted by the National Geodetic Survey in June 1991..
 CU0583
 CU0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0583
 CU0583.The geoid height was determined by GEOID03.
 CU0583
 CU0583.The dynamic height is computed by dividing the NAVD 88
 CU0583.geopotential number by the normal gravity value computed on the
 CU0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0583.degrees latitude (g = 980.6199 gals.).
 CU0583
 CU0583.The modeled gravity was interpolated from observed gravity values.
 CU0583
 CU0583;                    North         East     Units Scale Factor Converg.
 CU0583;SPC TXNC     - 2,075,183.769   323,601.924   MT  0.99995579   -1 36 03.6
 CU0583;SPC TXNC     - 6,808,332.08  1,061,683.98   sFT  0.99995579   -1 36 03.6
 CU0583;UTM  14      - 3,577,384.840   270,702.654   MT  1.00024842   -1 18 08.4
 CU0583
 CU0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0583!SPC TXNC     -   0.99988157  x   0.99995579  =   0.99983737
 CU0583!UTM  14      -   0.99988157  x   1.00024842  =   1.00012996
 CU0583
 CU0583                          SUPERSEDED SURVEY CONTROL
 CU0583
 CU0583  NAD 83(1986)-  32 18 35.40033(N)    101 26 07.73370(W) AD(       ) 2
 CU0583  NAD 27      -  32 18 34.97403(N)    101 26 06.28565(W) AD(       ) 2
 CU0583  NGVD 29 (??/??/92)  779.679  (m)         2558.00   (f) ADJ UNCH    2 0
 CU0583
 CU0583.Superseded values are not recommended for survey control.
 CU0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0583.See file dsdata.txt to determine how the superseded data were derived.
 CU0583
 CU0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA7070377385(NAD 83)
 CU0583_MARKER: DT = TOPOGRAPHIC STATION DISK
 CU0583_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CU0583_SP_SET: MONUMENT
 CU0583_STAMPING: AP 1965 STA A
 CU0583_MARK LOGO: CGS   
 CU0583_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CU0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0583
 CU0583  HISTORY     - Date     Condition        Report By
 CU0583  HISTORY     - 1965     MONUMENTED       CGS
 CU0583  HISTORY     - 1968     GOOD             CGS
 CU0583  HISTORY     - 1975     GOOD             NGS
 CU0583  HISTORY     - 19750415 GOOD             NGS
 CU0583  HISTORY     - 1979     GOOD             NGS
 CU0583
 CU0583                          STATION DESCRIPTION
 CU0583
 CU0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CU0583'IN HOWARD COUNTY AIRPORT.
 CU0583'IN THE NORTHERLY PART OF THE HOWARD COUNTY AIRPORT, 150.00 FT. E OF
 CU0583'THE CENTERLINE AT RWY END 16, OFFSET AT RIGHT ANGLE TO AZIMUTH OF
 CU0583'RUNWAY.  2.1 FT. S OF WITNESS POST PLAQUE ON STEEL POST.  A STANDARD
 CU0583'TOPOGRAPHIC STATION DISK STAMPED AP 1965 STA. A, SET IN THE TOP OF A
 CU0583'CONCRETE MONUMENT PROJECTING 0.2 FT.
 CU0583
 CU0583                          STATION RECOVERY (1968)
 CU0583
 CU0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0583'STATION IS LOCATED 5 MILES NORTHEAST OF BIG SPRING AT THE HOWARD
 CU0583'COUNTY AIRPORT AND IS NEAR THE NORTHEAST CORNER OF THE NORTH-SOUTH
 CU0583'RUNWAY.
 CU0583'
 CU0583'TO REACH FROM THE INTERSECTION OF INTERSTATE 20 AND STATE
 CU0583'HIGHWAY 350 IN THE NORTH EDGE OF BIG SPRING, GO NORTHEAST ON
 CU0583'STATE HIGHWAY 350 FOR 3.7 MILES TO A PAVED SIDE ROAD RIGHT,
 CU0583'KEEP RIGHT, GO EAST ON PAVED ROAD FOR 0.3 MILE TO PAVED ROAD
 CU0583'RIGHT AND SIGN HOWARD COUNTY AIRPORT.  TURN RIGHT, GO SOUTH
 CU0583'FOR 0.25 MILE TO TWO SMALL HANGERS ON LEFT, TURN LEFT BETWEEN
 CU0583'HANGERS, GO EAST FOR 0.1 MILE TO TAXI STRIP, BEAR LEFT AND
 CU0583'FOLLOW TAXI STRIP NORTH AND EAST TO THE NORTHEAST END OF
 CU0583'NORTH-SOUTH RUNWAY AND THE STATION.  100 FEET EAST OF THE NORTHEAST
 CU0583'CORNER OF RUNWAY.
 CU0583'
 CU0583'STATION IS MARKED BY A TOPOGRAPHIC STATION MARK DISK, STAMPED AP
 CU0583'STA A 1965, SET IN TOP OF A 6 INCH ROUND CONCRETE POST PROJECTING
 CU0583'ABOUT 3 INCHES.  IT IS 100.00 FEET EAST OF THE NORTHEAST CORNER
 CU0583'OF RUNWAY, 26.5 FEET SOUTHEAST OF WITNESS POST AND 2.5 FEET
 CU0583'SOUTH OF A WITNESS POST.
 CU0583'
 CU0583'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION AIRWARD,
 CU0583'DISTANCE IS 67.94 FEET OR 20.708 METERS.
 CU0583
 CU0583                          STATION RECOVERY (1975)
 CU0583
 CU0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CU0583'RECOVERED IN GOOD CONDITION.
 CU0583
 CU0583                          STATION RECOVERY (1975)
 CU0583
 CU0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 CU0583'THE STATION IS LOCATED IN THE NORTHERLY PART OF THE AIRPORT, 150.0 FT
 CU0583'(45.7 M) EAST OF THE CENTERLINE END OF RUNWAY 16, OFFSET AT RIGHT
 CU0583'ANGLE TO THE RUNWAY AZIMUTH, AND 2.1 FT (0.6 M) SOUTH OF A WITNESS
 CU0583'POST PLAQUE ON A STEEL POST.  THE STATION IS A STANDARD TOPOGRAPHIC
 CU0583'DISK STAMPED AP 1965 STA A SET INT THE TOP OF A CONCRETE POST WHICH
 CU0583'PROJECTS 0.2 FOOT (6.1 CM) ABOVE THE GROUND.
 CU0583
 CU0583                          STATION RECOVERY (1979)
 CU0583
 CU0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CU0583'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CU0583'
 CU0583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU0583'5 MI NE OF BIG SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1744 ***********************************************************************
 AB1744  DESIGNATION -  AP STA A
 AB1744  PID         -  AB1744
 AB1744  STATE/COUNTY-  TX/CAMERON
 AB1744  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1744
 AB1744                         *CURRENT SURVEY CONTROL
 AB1744  ___________________________________________________________________
 AB1744* NAD 83(1993)-  25 54 55.87638(N)    097 25 09.25818(W)     ADJUSTED  
 AB1744* NAVD 88     -         6.1    (meters)      20.     (feet)  VERTCON   
 AB1744  ___________________________________________________________________
 AB1744  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 AB1744  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 AB1744
 AB1744  HORZ ORDER  -  THIRD
 AB1744
 AB1744.This mark is at Brownsville/south Padre Is Intl (BRO) Airport (BRO)
 AB1744
 AB1744.The horizontal coordinates were established by GPS observations
 AB1744.and adjusted by the National Geodetic Survey in February 1996..
 AB1744
 AB1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1744
 AB1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1744
 AB1744.The geoid height was determined by GEOID03.
 AB1744
 AB1744;                    North         East     Units Scale Factor Converg.
 AB1744;SPC TX S     - 5,028,036.197   408,287.209   MT  1.00007274   +0 29 26.4
 AB1744;SPC TX S     -16,496,148.76  1,339,522.28   sFT  1.00007274   +0 29 26.4
 AB1744;UTM  14      - 2,867,283.090   658,324.414   MT  0.99990951   +0 41 27.6
 AB1744
 AB1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1744!SPC TX S     -   1.00000244  x   1.00007274  =   1.00007518
 AB1744!UTM  14      -   1.00000244  x   0.99990951  =   0.99991195
 AB1744
 AB1744:                Primary Azimuth Mark                     Grid Az
 AB1744:SPC TX S     -  AP STA B                                 181 39 25.6
 AB1744:UTM  14      -  AP STA B                                 181 27 24.4
 AB1744
 AB1744|---------------------------------------------------------------------|
 AB1744| PID    Reference Object                     Distance      Geod. Az  |
 AB1744|                                                           dddmmss.s |
 AB1744| AB1745 AP STA B                            APPROX. 1.6 KM 1820852.0 |
 AB1744|---------------------------------------------------------------------|
 AB1744
 AB1744                          SUPERSEDED SURVEY CONTROL
 AB1744
 AB1744  NAD 83(1986)-  25 54 55.88936(N)    097 25 09.21375(W) AD(       ) 3
 AB1744  NGVD 29 (10/15/92)    6.2    (m)           20.     (f) GPS OBS        
 AB1744
 AB1744.Superseded values are not recommended for survey control.
 AB1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1744.See file dsdata.txt to determine how the superseded data were derived.
 AB1744
 AB1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5832467283(NAD 83)
 AB1744_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB1744_SETTING: 0 = UNSPECIFIED SETTING
 AB1744_SP_SET: IN DRILL HOLE OF EW TAXIWAY
 AB1744_STAMPING: AP 1963 STA A
 AB1744_MARK LOGO: CGS   
 AB1744_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1744+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1992
 AB1744
 AB1744  HISTORY     - Date     Condition        Report By
 AB1744  HISTORY     - 1963     MONUMENTED       CGS
 AB1744  HISTORY     - 19910615 GOOD             NGS
 AB1744  HISTORY     - 19920410 GOOD             NOS
 AB1744
 AB1744                          STATION DESCRIPTION
 AB1744
 AB1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB1744'THE STATION IS LOCATED 50.00 FT (15.24 M) WEST OF A BRASS SPIKE
 AB1744'MARKING THE NW CORNER OF RUNWAY END 17L, 125 FT (38.1 M) W OF THE
 AB1744'CENTELINE OF RUNWAY END 17L, 124.3 FT (37.9 M) N OF THE FIRST RUNWAY
 AB1744'LIGHT, 7, ON THE WEST SIDE OF RUNWAY 17L-35R, 47.7 FT (14.5 M) SW OF
 AB1744'THE WESTMOST THRESHOLD LIGHT ON RUNWAY END 17L.  THE MARK IS A
 AB1744'STANDARD TOPOGRAPHIC DISK SET FLUSH, IN A DRILL HOLE, IN THE E-W
 AB1744'TAXIWAY AND 1 FT (0.3 M) S OF THE N EDGE.  IT IS STAMPED AP 1963 STA
 AB1744'A.
 AB1744
 AB1744                          STATION RECOVERY (1992)
 AB1744
 AB1744'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AB1744'THE STATION IS LOCATED AT BROWNSVILLE NATIONAL AIRPORT.  IT IS LOCATED
 AB1744'50.0 FT (15.24 M) WEST OF A BRASS SPIKE MARKING THE NW CORNER OF
 AB1744'RUNWAY END 17L, 125 FT (38.10 M) WEST OF THE CENTERLINE OF RUNWAY END
 AB1744'17L, 124.3 FT (37.89 M) NORTH OF THE FIRST RUNWAY LIGHT 7, ON THE WEST
 AB1744'SIDE OF RUNWAY 17L-35R, 47.7 FT (14.54 M) SW OF THE WESTMOST THRESHOLD
 AB1744'LIGHT ON RUNWAY END 17L.  THE MARK IS A STANDARD TOPO DISK SET FLUSH
 AB1744'IN A DRILL HOLE IN THE E-W TAXIWAY AND 1 FT (0.30 M) SOUTH OF THE
 AB1744'NORTH EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7648 ***********************************************************************
 AB7648  SACS        -  This is a Secondary Airport Control Station.
 AB7648  DESIGNATION -  AP STA A ADS
 AB7648  PID         -  AB7648
 AB7648  STATE/COUNTY-  TX/DALLAS
 AB7648  USGS QUAD   -  ADDISON (1981)
 AB7648
 AB7648                         *CURRENT SURVEY CONTROL
 AB7648  ___________________________________________________________________
 AB7648* NAD 83(1993)-  32 58 20.96489(N)    096 50 15.57620(W)     ADJUSTED  
 AB7648* NAVD 88     -       192.89   (meters)     632.8    (feet)  GPS OBS   
 AB7648  ___________________________________________________________________
 AB7648  X           -    -637,700.005 (meters)                     COMP
 AB7648  Y           -  -5,318,178.787 (meters)                     COMP
 AB7648  Z           -   3,451,490.085 (meters)                     COMP
 AB7648  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 AB7648  ELLIP HEIGHT-         166.44  (meters)          (06/21/01) GPS OBS
 AB7648  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AB7648
 AB7648  HORZ ORDER  -  FIRST
 AB7648  ELLP ORDER  -  FOURTH    CLASS II
 AB7648
 AB7648.This mark is at Addison (ADS) Airport (ADS)
 AB7648
 AB7648.The horizontal coordinates were established by GPS observations
 AB7648.and adjusted by the National Geodetic Survey in November 1996..
 AB7648
 AB7648.The orthometric height was determined by GPS observations and a
 AB7648.high-resolution geoid model.
 AB7648
 AB7648.GPS derived orthometric heights for airport stations designated as
 AB7648.PACS or SACS are published to 2 decimal places.  This maintains
 AB7648.centimeter relative accuracy between the PACS and SACS.  It does
 AB7648.not indicate centimeter accuracy relative to other marks which are
 AB7648.part of the NAVD 88 network.
 AB7648
 AB7648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7648
 AB7648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7648
 AB7648.The ellipsoidal height was determined by GPS observations
 AB7648.and is referenced to NAD 83.
 AB7648
 AB7648.The geoid height was determined by GEOID03.
 AB7648
 AB7648;                    North         East     Units Scale Factor Converg.
 AB7648;SPC TXNC     - 2,146,031.653   755,373.073   MT  0.99987357   +0 54 23.9
 AB7648;SPC TXNC     - 7,040,772.18  2,478,253.16   sFT  0.99987357   +0 54 23.9
 AB7648;UTM  14      - 3,650,313.113   702,079.158   MT  1.00010353   +1 10 38.0
 AB7648
 AB7648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7648!SPC TXNC     -   0.99997387  x   0.99987357  =   0.99984744
 AB7648!UTM  14      -   0.99997387  x   1.00010353  =   1.00007740
 AB7648
 AB7648:                Primary Azimuth Mark                     Grid Az
 AB7648:SPC TXNC     -  ARP 2 ADS                                169 15 05.2
 AB7648:UTM  14      -  ARP 2 ADS                                168 58 51.1
 AB7648
 AB7648|---------------------------------------------------------------------|
 AB7648| PID    Reference Object                     Distance      Geod. Az  |
 AB7648|                                                           dddmmss.s |
 AB7648| AB2786 ARP 2 ADS                           455.200 METERS 1700929.1 |
 AB7648|---------------------------------------------------------------------|
 AB7648
 AB7648                          SUPERSEDED SURVEY CONTROL
 AB7648
 AB7648  ELLIP H (11/04/96)  166.52   (m)                       GP(       ) 4 2
 AB7648
 AB7648.Superseded values are not recommended for survey control.
 AB7648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7648.See file dsdata.txt to determine how the superseded data were derived.
 AB7648
 AB7648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0207950313(NAD 83)
 AB7648_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB7648_SETTING: 0 = UNSPECIFIED SETTING
 AB7648_SP_SET: STORM DRAIN
 AB7648_STAMPING: AP 1966 STA A
 AB7648_MARK LOGO: CGS   
 AB7648_PROJECTION: FLUSH
 AB7648_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7648+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1999
 AB7648
 AB7648  HISTORY     - Date     Condition        Report By
 AB7648  HISTORY     - 1965     MONUMENTED       CGS
 AB7648  HISTORY     - 19930615 GOOD             NGS
 AB7648  HISTORY     - 19950203 GOOD             NGS
 AB7648  HISTORY     - 19990204 GOOD             NGS
 AB7648  HISTORY     - 20010730 GOOD             NGS
 AB7648
 AB7648                          STATION DESCRIPTION
 AB7648
 AB7648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AB7648'THE STATION IS LOCATED APPROXIMATELY 2,100 FT SE OF THE NORTH END OF
 AB7648'RUNWAY 15-33 IN A SMALL GRASS ISLAND EAST OF THE RUNWAY AND WEST OF
 AB7648'TAXIWAY A.  THE STATION IS 106.4 FT (32.4 M) NE OF A RUNWAY LIGHT, AND
 AB7648'69.1 FT (21.1 M) NORTH OF THE NORTH EDGE OF TAXIWAY E.  THE STATION IS
 AB7648'A STANDARD USCGS TOPOGRAPHIC DISK SET FLUSH IN A DRILL HOLE IN THE
 AB7648'CENTER OF THE WEST EDGE OF A 2 FT (0.6 M) X 3.5 FT (1.1 M) CONCRETE
 AB7648'STORM DRAIN AND STAMPED AP 1966 STA A.
 AB7648
 AB7648                          STATION RECOVERY (1995)
 AB7648
 AB7648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7648'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF INTERSTATE
 AB7648'HIGHWAY 635, ON THE NORTH SIDE OF DALLAS, IN ADDISON, AT THE ADDISON
 AB7648'AIRPORT, ABOUT 640 M (2099.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 AB7648'RUNWAY, ON A GRASS ISLAND IN THE MEDIAN OF THE RUNWAY AND PARALLEL
 AB7648'TAXIWAY A, AND ON THE SOUTHEAST SIDE OF TAXI H. OWNERSHIP--CITY OF
 AB7648'DALLAS, ADDISON AIRPORT OF TEXAS, INC., 4505 CLAIRE CHENNAULT, DALLAS,
 AB7648'TX 75248.  AIRPORT MANAGER IS EDWARD MORALES.  PHONE 214-248-7733,
 AB7648'EXTENSION 105.  MAINTENANCE SUPERVISOR IS DENNIS CALLAHAN.  PHONE
 AB7648'214-233-4305.  CONTACT ONE OF THEM ONE DAY IN ADVANCE FOR PERMISSION
 AB7648'TO OCCUPY THIS STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 AB7648'INTERSTATE HIGHWAY 635 AND STATE HIGHWAY 289 (PRESTON ROAD) , EXIT 21,
 AB7648'ON THE NORTHSIDE OF DALLAS, GO NORTH ON PRESTON ROAD FOR 2.56 KM (1.60
 AB7648'MI) TO A CROSSROAD (BELT LINE ROAD) . TURN LEFT, WEST, ON BELT LINE
 AB7648'ROAD FOR 2.42 KM (1.50 MI) TO A PAVED ROAD RIGHT (ADDISON ROAD) .
 AB7648'TURN RIGHT, NORTH, ON ADDISON ROAD FOR 1.32 KM (0.80 MI) TO A
 AB7648'CROSSROAD (AIRPORT PARKWAY) .  CONTINUE AHEAD, NORTH, ON ADDISON ROAD
 AB7648'FOR 1.12 KM (0.70 MI) TO A CROSSROAD (WEST GROVE DRIVE) .  TURN LEFT,
 AB7648'WEST, ON WEST GROVE DRIVE FOR 0.24 KM (0.15 MI) TO CLAIRE CHENNAULT
 AB7648'DRIVE ON THE LEFT.  TURN LEFT, SOUTH, ON CLAIRE CHENNAULT DRIVE FOR
 AB7648'0.32 KM (0.20 MI) TO A PAVED ROAD RIGHT LEADING TO THE TERMINAL.  TURN
 AB7648'RIGHT, NORTHWEST AND WEST, ON THE ROAD FOR 0.16 KM (0.10 MI) TO A GATE
 AB7648'ON THE NORTH SIDE OF THE TERMINAL. FROM GATE, PROCEED 0.08 KM (0.05
 AB7648'MI) WEST ACROSS TERMINAL APRON TO TAXIWAY.  STATION IS SOUTHEAST OF
 AB7648'TAXIWAY H.  STATION IS SET IN THE TOP OF THE CENTER OF THE WEST EDGE
 AB7648'OF A 0.7 M (2.3 FT) X 1.1 M (3.6 FT) CONCRETE STORM DRAIN.  IT IS 29.8
 AB7648'M (97.8 FT) EAST-NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY, 14.6 M
 AB7648'(47.9 FT) WEST OF THE NORTHWEST CORNER OF THE CONCRETE PAD OF A SIGN
 AB7648'FOR TAXI H, AND 6.1 M (20.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AB7648'TAXI H.  DESCRIBED BY D.G.  AUG
 AB7648
 AB7648                          STATION RECOVERY (1999)
 AB7648
 AB7648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AB7648'RECOVERED AS DESCRIBED.
 AB7648
 AB7648                          STATION RECOVERY (2001)
 AB7648
 AB7648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AB7648'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6413 ***********************************************************************
 AC6413  SACS        -  This is a Secondary Airport Control Station.
 AC6413  DESIGNATION -  AP STA A CRP
 AC6413  PID         -  AC6413
 AC6413  STATE/COUNTY-  TX/NUECES
 AC6413  USGS QUAD   -  ANNAVILLE (1975)
 AC6413
 AC6413                         *CURRENT SURVEY CONTROL
 AC6413  ___________________________________________________________________
 AC6413* NAD 83(1993)-  27 46 35.96004(N)    097 30 49.57353(W)     ADJUSTED  
 AC6413* NAVD 88     -        12.22   (meters)      40.1    (feet)  GPS OBS   
 AC6413  ___________________________________________________________________
 AC6413  X           -    -738,464.145 (meters)                     COMP
 AC6413  Y           -  -5,598,793.664 (meters)                     COMP
 AC6413  Z           -   2,954,622.622 (meters)                     COMP
 AC6413  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AC6413  ELLIP HEIGHT-         -14.30  (meters)          (06/06/01) GPS OBS
 AC6413  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AC6413
 AC6413  HORZ ORDER  -  FIRST
 AC6413  ELLP ORDER  -  FIFTH     CLASS I
 AC6413
 AC6413.This mark is at Corpus Christi Intl (CRP) Airport (CRP)
 AC6413
 AC6413.The horizontal coordinates were established by GPS observations
 AC6413.and adjusted by the National Geodetic Survey in June 2001..
 AC6413
 AC6413.The orthometric height was determined by GPS observations and a
 AC6413.high-resolution geoid model.
 AC6413
 AC6413.GPS derived orthometric heights for airport stations designated as
 AC6413.PACS or SACS are published to 2 decimal places.  This maintains
 AC6413.centimeter relative accuracy between the PACS and SACS.  It does
 AC6413.not indicate centimeter accuracy relative to other marks which are
 AC6413.part of the NAVD 88 network.
 AC6413
 AC6413.Photographs are available for this station.
 AC6413
 AC6413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6413
 AC6413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6413
 AC6413.The ellipsoidal height was determined by GPS observations
 AC6413.and is referenced to NAD 83.
 AC6413
 AC6413.The geoid height was determined by GEOID03.
 AC6413
 AC6413;                    North         East     Units Scale Factor Converg.
 AC6413;SPC TX S     - 5,234,156.242   397,204.322   MT  0.99998614   +0 26 51.9
 AC6413;SPC TX S     -17,172,394.27  1,303,161.18   sFT  0.99998614   +0 26 51.9
 AC6413;UTM  14      - 3,073,347.012   646,439.382   MT  0.99986469   +0 41 33.9
 AC6413
 AC6413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6413!SPC TX S     -   1.00000225  x   0.99998614  =   0.99998839
 AC6413!UTM  14      -   1.00000225  x   0.99986469  =   0.99986694
 AC6413
 AC6413                          SUPERSEDED SURVEY CONTROL
 AC6413
 AC6413.No superseded survey control is available for this station.
 AC6413
 AC6413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4643973347(NAD 83)
 AC6413_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6413_STAMPING: AP 1963 STA A
 AC6413_MARK LOGO: CGS   
 AC6413_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6413+STABILITY: SURFACE MOTION
 AC6413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6413+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2001
 AC6413
 AC6413  HISTORY     - Date     Condition        Report By
 AC6413  HISTORY     - 19630101 MONUMENTED       CGS
 AC6413  HISTORY     - 19860615 GOOD             NGS
 AC6413  HISTORY     - 20010228 GOOD             NGS
 AC6413
 AC6413                          STATION DESCRIPTION
 AC6413
 AC6413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AC6413'THE STATION IS LOCATED AT CORPUS CHRISTI INTL AIRPORT ABOUT 100 FT
 AC6413'(30.5 M) SW OF THE NW CORNER OF RUNWAY END 13 AND ON THE END LINE
 AC6413'EXTENDED.  THE STATION IS 55 FT (16.8 M) SW OF THE SOUTHWEST CORNER OF
 AC6413'THE THRESHOLD BAR OF THE APPROACH LIGHTING SYSTEM, 211 FT (64.3 M)
 AC6413'WEST OF THE FIRST RUNWAY LIGHT SOUTHEAST OF RUNWAY END 13.  THE
 AC6413'STATION IS A STANDARD TOPO DISK STAMPED AP 1963 STA A AND SET IN THE
 AC6413'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC6413
 AC6413                          STATION RECOVERY (2001)
 AC6413
 AC6413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AC6413'THE STATION IS LOCATED ABOUT 10 KM EAST OF ROBSTOWN, 10 KM
 AC6413'WEST-SOUTHWEST OF DOWNTOWN CORPUS CHRISTI,  AT THE CORPUS
 AC6413'CHRISTI INTERNATIONAL AIRPORT,  IN THE NORTHWESTERN PART OF THE
 AC6413'AIRPORT,  ALONG THE SOUTHWEST SIDE OF RUNWAY END 13 AND IN LINE
 AC6413'WITH THE RUNWAY END.  OWNERSHIP--CITY OF CORPUS CHRISTI, ROUTE 2,
 AC6413'P.O. BOX 902, CORPUS CHRISTI, TX, 78410.  CONTACT WARREN PERKINS,
 AC6413'OPERATIONS SPECIALIST, DEPARTMENT OF AVIATION,  CORPUS CHRISTI
 AC6413'INTERNATIONAL AIRPORT, 1000 INTERNATIONAL DRIVE, CORPUS CHRISTI,
 AC6413'TX, 78406.  PHONE 361-289-0171, EXT. 1222, FAX 361-289-0251.  CONTACT
 AC6413'HIM
 AC6413'FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH LOCKED
 AC6413'GATES.  AIRPORT BADGES AND AN ESCORT MAY BE REQUIRED.
 AC6413' 
 AC6413'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 37 AND STATE
 AC6413'HIGHWAY 358 (EXIT 4A), GO SOUTH ON HIGHWAY 358 FOR 2.3 KM TO AN
 AC6413'INTERCHANGE.  EXIT ONTO STATE HIGHWAY 44, WEST, FOR 3.46 KM TO
 AC6413'INTERNATIONAL DRIVE ON THE LEFT.  TURN LEFT, SOUTH, ON THE ROAD,
 AC6413'THEN EASTERLY PASSING THE FRONT OF THE TERMINAL FOR 0.24 KM TO A
 AC6413'PAVED ROAD RIGHT LEADING TO FAA OFFICES.  TURN RIGHT,  EAST, THEN
 AC6413'SOUTHEAST FOR 0.2 KM TO A GATE AT THE APRON,  AND THE OFFICES AND
 AC6413'CONTROL TOWER ON THE RIGHT.  PASS THRPOUGH THE GATE, TURN RIGHT,
 AC6413'SOUTH, THEN WEST, ACROSS THE APRON FOR 0.7 KM TO THE NORTHWEST
 AC6413'CORNER OF THE APRON AND THE JUNCTION OF A TAXI ON THE RIGHT JUST
 AC6413'PAST GENERAL AVIATION.  TURN RIGHT, NORTHWEST, ALONG THE TAXI FOR
 AC6413'0.8 KM TO THE JUNCTION OF A CONNECTOR TAXI.  TURN LEFT, SOUTHWEST
 AC6413'ALONG THE TAXI FOR 0.45 KM TO THE JUNCTION OF RUNWAY END 13 AND
 AC6413'THE STATION AHEAD AS DESCRIBED.
 AC6413' 
 AC6413'THE STATION IS SET IN THE TOP OF A 20 CM SQUARE CONCRETE POST SET
 AC6413'FLUSH WITH THE GROUND.  IT IS 33.0 M SOUTHWEST OF THE WEST CORNER
 AC6413'OF THE RUNWAY END, 64.3 M WEST-NORTHWEST OF THE FIRST RUNWAY
 AC6413'LIGHT FROM THE RUNWAY END, AND 16.7 M SOUTHWEST OF THE
 AC6413'SOUTHWEST END OF THE LIGHT BAR.
 AC6413' 
 AC6413' 
 AC6413'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6739 ***********************************************************************
 AB6739  DESIGNATION -  AP STA A DFW
 AB6739  PID         -  AB6739
 AB6739  STATE/COUNTY-  TX/TARRANT
 AB6739  USGS QUAD   -  GRAPEVINE (1981)
 AB6739
 AB6739                         *CURRENT SURVEY CONTROL
 AB6739  ___________________________________________________________________
 AB6739* NAD 83(1993)-  32 54 30.77656(N)    097 02 57.47849(W)     ADJUSTED  
 AB6739* NAVD 88     -       178.7    (meters)     586.     (feet)  GPS OBS   
 AB6739  ___________________________________________________________________
 AB6739  X           -    -657,811.631 (meters)                     COMP
 AB6739  Y           -  -5,319,601.504 (meters)                     COMP
 AB6739  Z           -   3,445,530.550 (meters)                     COMP
 AB6739  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 AB6739  ELLIP HEIGHT-         151.51  (meters)          (07/02/01) GPS OBS
 AB6739  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AB6739
 AB6739  HORZ ORDER  -  FIRST
 AB6739  ELLP ORDER  -  FOURTH    CLASS I
 AB6739
 AB6739.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 AB6739
 AB6739.The horizontal coordinates were established by GPS observations
 AB6739.and adjusted by the National Geodetic Survey in September 1996..
 AB6739
 AB6739.The orthometric height was determined by GPS observations and a
 AB6739.high-resolution geoid model.
 AB6739
 AB6739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6739
 AB6739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6739
 AB6739.The ellipsoidal height was determined by GPS observations
 AB6739.and is referenced to NAD 83.
 AB6739
 AB6739.The geoid height was determined by GEOID03.
 AB6739
 AB6739;                    North         East     Units Scale Factor Converg.
 AB6739;SPC TXNC     - 2,138,648.834   735,691.129   MT  0.99987572   +0 47 28.3
 AB6739;SPC TXNC     - 7,016,550.38  2,413,679.98   sFT  0.99987572   +0 47 28.3
 AB6739;UTM  14      - 3,642,836.368   682,428.617   MT  1.00001036   +1 03 36.4
 AB6739
 AB6739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6739!SPC TXNC     -   0.99997621  x   0.99987572  =   0.99985194
 AB6739!UTM  14      -   0.99997621  x   1.00001036  =   0.99998657
 AB6739
 AB6739                          SUPERSEDED SURVEY CONTROL
 AB6739
 AB6739  ELLIP H (09/10/96)  151.63   (m)                       GP(       ) 4 1
 AB6739
 AB6739.Superseded values are not recommended for survey control.
 AB6739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6739.See file dsdata.txt to determine how the superseded data were derived.
 AB6739
 AB6739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8242942836(NAD 83)
 AB6739_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6739_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB6739_SP_SET: CONCRETE STORM DRAIN
 AB6739_STAMPING: AP 1973 STA A DFW
 AB6739_MARK LOGO: NGS   
 AB6739_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6739+STABILITY: SURFACE MOTION
 AB6739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6739+SATELLITE: SATELLITE OBSERVATIONS - 1973
 AB6739
 AB6739  HISTORY     - Date     Condition        Report By
 AB6739  HISTORY     - 1973     MONUMENTED       NGS
 AB6739  HISTORY     - 19890615 GOOD             NGS
 AB6739
 AB6739                          STATION DESCRIPTION
 AB6739
 AB6739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 AB6739'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) NORTHEAST OF FORT WORTH,
 AB6739'16 KM (9.95 MI) NORTHWEST OF DALLAS, AND 3 KM (1.85 MI) NORTH OF
 AB6739'IRVING, NEAR THE APPROACH END OF RUNWAY 18L, IN THE MEDIAN BETWEEN THE
 AB6739'RUNWAY AND THE PARALLEL TAXIWAY.  OWNERSHIP..DALLAS FORT WORTH
 AB6739'INTERNATIONAL AIRPORT, P.O.  DRAWER 75261, DALLAS FORT WORTH AIRPORT,
 AB6739'TX 75261.  CONTACT BILL SHANNON OF OPERATIONS AT 214-574-8959 OR RICK
 AB6739'PADDOCK AT 214-574-8735 TO ARRANGE FOR AN ESCORT TO THIS STATION. THE
 AB6739'STATION IS LOCATED ON THE EAST SIDE OF THE APPROACH END OF RUNWAY 18L
 AB6739'AND IS 425.5 FT (129.7 M) EAST OF THE CENTERLINE OF RWY 18L-36R, 153.2
 AB6739'FT (46.7 M) WEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY, AND 148.8
 AB6739'FT (45.4 M) SOUTH OF THE SOUTH EDGE OF THE HOLDING RAMP AT RUNWAY END
 AB6739'18L, AND SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 4X6 FT
 AB6739'CONCRETE STORM DRAIN WITH STEEL GRATE.
 AB6739
 AB6739                          STATION RECOVERY (1989)
 AB6739
 AB6739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AB6739'LOCATED NEAR RUNWAY END 18L, 452.5 FT (137.9 M) EAST OF THE C/L OF
 AB6739'RUNWAY 18L-36R, 153.2 FT (46.7 M) WEST OF THE C/L OF THE PARALLEL
 AB6739'TAXIWAY ON THE EAST SIDE OF THE RUNWAY, AND 148.8 FT (45.4 M) SOUTH OF
 AB6739'THE SOUTH EGE OF THE HOLDING RAMP AT RUNWAY END 18L.  A STANDARD
 AB6739'TOPOGRAPHIC DISK STAMPED AP 1973 STA A DFW SET IN A DRILL HOLE IN THE
 AB6739'SE CORNER OF A 4 FOOT (1.2 M) X 6 FOOT (1.8 M) CONCRETE STORM DRAIN
 AB6739'WITH STEEL GRATE.  NOTE, THE STATION IS 218 FT (66.4 M) NORTHEAST OF
 AB6739'THE OBST.  LTD.  LIGHTED WINDSOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7862 ***********************************************************************
 AB7862  DESIGNATION -  AP STA A2 DAL
 AB7862  PID         -  AB7862
 AB7862  STATE/COUNTY-  TX/DALLAS
 AB7862  USGS QUAD   -  DALLAS (1981)
 AB7862
 AB7862                         *CURRENT SURVEY CONTROL
 AB7862  ___________________________________________________________________
 AB7862* NAD 83(1993)-  32 51 03.00366(N)    096 51 50.51212(W)     ADJUSTED  
 AB7862* NAVD 88     -       143.3    (meters)     470.     (feet)  GPS OBS   
 AB7862  ___________________________________________________________________
 AB7862  X           -    -641,018.855 (meters)                     COMP
 AB7862  Y           -  -5,325,121.684 (meters)                     COMP
 AB7862  Z           -   3,440,136.158 (meters)                     COMP
 AB7862  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 AB7862  ELLIP HEIGHT-         116.70  (meters)          (06/21/01) GPS OBS
 AB7862  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AB7862
 AB7862  HORZ ORDER  -  THIRD
 AB7862  ELLP ORDER  -  FOURTH    CLASS I
 AB7862
 AB7862.This mark is at Dallas-Love Fld (DAL) Airport (DAL)
 AB7862
 AB7862.The horizontal coordinates were established by GPS observations
 AB7862.and adjusted by the National Geodetic Survey in November 1996..
 AB7862
 AB7862.The orthometric height was determined by GPS observations and a
 AB7862.high-resolution geoid model.
 AB7862
 AB7862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7862
 AB7862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7862
 AB7862.The ellipsoidal height was determined by GPS observations
 AB7862.and is referenced to NAD 83.
 AB7862
 AB7862.The geoid height was determined by GEOID03.
 AB7862
 AB7862;                    North         East     Units Scale Factor Converg.
 AB7862;SPC TXNC     - 2,132,504.281   753,118.533   MT  0.99987873   +0 53 32.1
 AB7862;SPC TXNC     - 6,996,391.13  2,470,856.39   sFT  0.99987873   +0 53 32.1
 AB7862;UTM  14      - 3,636,772.308   699,887.592   MT  1.00009268   +1 09 32.6
 AB7862
 AB7862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7862!SPC TXNC     -   0.99998168  x   0.99987873  =   0.99986041
 AB7862!UTM  14      -   0.99998168  x   1.00009268  =   1.00007436
 AB7862
 AB7862                          SUPERSEDED SURVEY CONTROL
 AB7862
 AB7862  ELLIP H (11/04/96)  116.78   (m)                       GP(       ) 4 1
 AB7862
 AB7862.Superseded values are not recommended for survey control.
 AB7862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7862.See file dsdata.txt to determine how the superseded data were derived.
 AB7862
 AB7862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9988836772(NAD 83)
 AB7862_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB7862_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB7862_STAMPING: AP 1972 STA A2 DAL
 AB7862_MARK LOGO: NGS   
 AB7862_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7862+STABILITY: SURFACE MOTION
 AB7862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7862+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1994
 AB7862
 AB7862  HISTORY     - Date     Condition        Report By
 AB7862  HISTORY     - 1972     MONUMENTED       NGS
 AB7862  HISTORY     - 19910615 GOOD             NGS
 AB7862  HISTORY     - 19940325 GOOD             NGS
 AB7862
 AB7862                          STATION DESCRIPTION
 AB7862
 AB7862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB7862'THE STATION IS A STANDARD USCGS TOPOGRAPHIC DISK, STAMPED AP 1972 STA
 AB7862'A2 DAL, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  THE
 AB7862'STATION IS 250.04 FT (76.21 M) SOUTHWEST OF THE CENTERLINE END OF
 AB7862'RUNWAY 13R, 175.05 FT (53.36 M) SOUTHWEST OF THE CORNER OF THE
 AB7862'CONCRETE RUNWAY, AND 128.22 FT (39.08 M) SOUTHEAST OF THE SOUTHWEST
 AB7862'CORNER OF A CONCRETE RETAINING WALL OR LEVY.
 AB7862
 AB7862                          STATION RECOVERY (1994)
 AB7862
 AB7862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB7862'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTHEAST OF INTERSTATE
 AB7862'HIGHWAY 35E, 1 KM (0.60 MI) SOUTH OF STATE LOOP HIGHWAY 12, IN
 AB7862'NORTHWEST DALLAS, AT DALLAS-LOVE FIELD, IN GRASS SOUTH OF AND IN LINE
 AB7862'WITH RUNWAY END 13R.  OWNERSHIP--CITY OF DALLAS, AVIATION DEPARTMENT,
 AB7862'OPERATIONS DIVISION, LB 16 LOVE FIELD TERMINAL BUILDING, DALLAS, TX
 AB7862'75235.  CONTACT TERRY L.  MITCHELL, AIRPORT OPERATIONS MANAGER AT
 AB7862'LEAST ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO THIS STATION.
 AB7862'PHONE 214-670-6157.  TO REACH FROM THE UNDERPASS AT THE JUNTION OF
 AB7862'INTERSTATE HIGHWAY 35E AND MOCKINGBIRD LANE (EXIT 433) IN WEST DALLAS,
 AB7862'GO NORTHEAST ON MOCKINGBIRD LANE FOR 3.39 KM (2.10 MI) TO THE AIRPORT
 AB7862'ENTRANCE ON THE LEFT (CEDAR SPRINGS ROAD) .  TURN LEFT, NORTHWEST, ON
 AB7862'CEDAR SPRINGS ROAD FOR 1.62 KM (1.00 MI) TO THE TERMINAL.  SECURITY
 AB7862'WILL ESCORT YOU FROM HERE.  STATION IS LOCATED, 250.04 FT (76.21 M) SW
 AB7862'OF THE CENTERLINE END OF THE RUNWAY, 175.05 FT (53.36 M) SW OF THE
 AB7862'CORNER OF THE CONCRETE RUNWAY AND 128.22 FT (39.08 M) SE OF THE SW
 AB7862'CORNER OF A CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6406 ***********************************************************************
 AB6406  SACS        -  This is a Secondary Airport Control Station.
 AB6406  DESIGNATION -  AP STA A3 BWD
 AB6406  PID         -  AB6406
 AB6406  STATE/COUNTY-  TX/BROWN
 AB6406  USGS QUAD   -  OWENS (1978)
 AB6406
 AB6406                         *CURRENT SURVEY CONTROL
 AB6406  ___________________________________________________________________
 AB6406* NAD 83(1993)-  31 48 05.79746(N)    098 57 16.24686(W)     ADJUSTED  
 AB6406* NAVD 88     -       421.18   (meters)    1381.8    (feet)  GPS OBS   
 AB6406  ___________________________________________________________________
 AB6406  X           -    -844,561.425 (meters)                     COMP
 AB6406  Y           -  -5,359,887.769 (meters)                     COMP
 AB6406  Z           -   3,341,963.633 (meters)                     COMP
 AB6406  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AB6406  ELLIP HEIGHT-         394.86  (meters)          (07/24/01) GPS OBS
 AB6406  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AB6406
 AB6406  HORZ ORDER  -  FIRST
 AB6406  ELLP ORDER  -  FOURTH    CLASS II
 AB6406
 AB6406.This mark is at Brownwood Muni (BWD) Airport (BWD)
 AB6406
 AB6406.The horizontal coordinates were established by GPS observations
 AB6406.and adjusted by the National Geodetic Survey in September 1998..
 AB6406
 AB6406.The orthometric height was determined by GPS observations and a
 AB6406.high-resolution geoid model.
 AB6406
 AB6406.GPS derived orthometric heights for airport stations designated as
 AB6406.PACS or SACS are published to 2 decimal places.  This maintains
 AB6406.centimeter relative accuracy between the PACS and SACS.  It does
 AB6406.not indicate centimeter accuracy relative to other marks which are
 AB6406.part of the NAVD 88 network.
 AB6406
 AB6406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6406
 AB6406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6406
 AB6406.The ellipsoidal height was determined by GPS observations
 AB6406.and is referenced to NAD 83.
 AB6406
 AB6406.The geoid height was determined by GEOID03.
 AB6406
 AB6406;                    North         East     Units Scale Factor Converg.
 AB6406;SPC TX C     - 3,237,487.791   830,562.745   MT  0.99997907   +0 42 36.6
 AB6406;SPC TX C     -10,621,657.86  2,724,937.94   sFT  0.99997907   +0 42 36.6
 AB6406;UTM  14      - 3,518,446.948   504,305.714   MT  0.99960023   +0 01 26.3
 AB6406
 AB6406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6406!SPC TX C     -   0.99993800  x   0.99997907  =   0.99991707
 AB6406!UTM  14      -   0.99993800  x   0.99960023  =   0.99953826
 AB6406
 AB6406                          SUPERSEDED SURVEY CONTROL
 AB6406
 AB6406  NAD 83(1993)-  31 48 05.79747(N)    098 57 16.24703(W) AD(       ) 3
 AB6406  ELLIP H (08/29/96)  394.90   (m)                       GP(       ) 4 2
 AB6406
 AB6406.Superseded values are not recommended for survey control.
 AB6406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6406.See file dsdata.txt to determine how the superseded data were derived.
 AB6406
 AB6406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0430618447(NAD 83)
 AB6406_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6406_STAMPING: AP 1969 STA A3 BWD
 AB6406_MARK LOGO: CGS   
 AB6406_PROJECTION: FLUSH
 AB6406_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6406+STABILITY: SURFACE MOTION
 AB6406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6406+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1998
 AB6406
 AB6406  HISTORY     - Date     Condition        Report By
 AB6406  HISTORY     - 1969     MONUMENTED       CGS
 AB6406  HISTORY     - 19860615 GOOD             NGS
 AB6406  HISTORY     - 19950301 GOOD             NGS
 AB6406  HISTORY     - 19980709 GOOD             NGS
 AB6406
 AB6406                          STATION DESCRIPTION
 AB6406
 AB6406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AB6406'THE STATION IS LOCATED AT THE NORTH END OF A GRASS RECTANGLE FORMED BY
 AB6406'RUNWAY 17-35 AND THE PARALLELING TAXIWAY.  THE MARK IS 275.8 FT (84.1
 AB6406'M) NORTHEAST OF THE FIRST RUNWAY LIGHT SOUTH OF THE RUNWAY END, 202.16
 AB6406'FT (61.62 M) SOUTHEAST OF THE CENTERLINE AND END OF RUNWAY END 17,
 AB6406'175.00 FT (53.34 M) EAST OF THE CENTERLINE OF RUNWAY 17-35, 76.2 FT
 AB6406'(23.2 M) SOUTH OF THE CENTERLINE OF THE E-W TAXIWAY, AND 71.4 FT (21.8
 AB6406'M) WEST OF THE CENTER OF THE SOUTH END OF A CULVERT.  THE MONUMENT IS
 AB6406'A STANDARD TOPOGRAPHIC STATION DISK STAMPED AP 1969 STA A3 BWD SET IN
 AB6406'THE TOP OF A 8 INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AB6406
 AB6406                          STATION RECOVERY (1995)
 AB6406
 AB6406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6406'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) NORTH OF BROWNWOOD, AT
 AB6406'THE BROWNWOOD REGINAL AIRPORT.  AT THE NORTH END OF THE AIRPORT, IN
 AB6406'THE MEDIAN EAST OF RUNWAY 17-35, WEST OF A CULVERT, AND SOUTH OF THE
 AB6406'NORTH CONNECTOR.  OWNERSHIP--CITY OF BROWNWOOD, BOX 1389, BROWNWOOD,
 AB6406'TX.  76801.  PHONE 915-643-1482 OR 915-646-6022.  EVERETT PITTS
 AB6406'AIRPORT MANAGER.  NOTE--CONTACT AIRPORT MANAGER 24 HOURS IN ADVANCE,
 AB6406'(ESCORT NEEDED) , OFFICE IN HANGAR. TO REACH THE STATION FROM THE
 AB6406'JUNCTION OF U.S.  HIGHWAYS 67 AND 183 NEAR THE NORTH EDGE OF
 AB6406'BROWNWOOD, GO NORTH, 6.25 KM (3.90 MI) TO THE AIRPORT ROAD ON THE
 AB6406'LEFT.  TURN LEFT, NORTHWEST, 0.65 KM (0.40 MI) TO A FORK IN THE ROAD,
 AB6406'BEAR LEFT, WEST, 0.1 KM (0.05 MI) TO A GATE AT THE SOUTHEAST CORNER OF
 AB6406'THE HANGAR, PASS THROUGH THE GATE, WEST, 0.12 KM (0.05 MI) TO A TAXI,
 AB6406'TURN RIGHT, NORTH, 1.1 KM (0.70 MI) TO THE NORTH CONNECTOR AND THE
 AB6406'STATION ON THE LEFT, IN LINE WITH A CULVERT HEADWALL.  STATION IS
 AB6406'150.8 M (494.7 FT) NORTH-NORTHEAST OF STATION AP STA A, 61.6 M (202.1
 AB6406'FT) SOUTHEAST OF THE TEXAS BENCH MARK AT THE CENTER END OF THE RUNWAY,
 AB6406'53.3 M (174.9 FT) EAST OF THE RUNWAY CENTERLINE, 23.2 M (76.1 FT)
 AB6406'SOUTH OF THE CONNECTOR CENTERLINE, 21.7 M (71.2 FT) WEST OF THE CENTER
 AB6406'OF THE CULVERT HEADWALL, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE RUNWAY,
 AB6406'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB6406
 AB6406                          STATION RECOVERY (1998)
 AB6406
 AB6406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRM)
 AB6406'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION.  THIS STATION
 AB6406'IS DESIGNATED AS THE SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0771 ***********************************************************************
 AB0771  DESIGNATION -  AP STA B
 AB0771  PID         -  AB0771
 AB0771  STATE/COUNTY-  TX/CAMERON
 AB0771  USGS QUAD   -  LA FERIA (1970)
 AB0771
 AB0771                         *CURRENT SURVEY CONTROL
 AB0771  ___________________________________________________________________
 AB0771* NAD 83(1986)-  26 12 01.     (N)    097 45 29.     (W)     SCALED    
 AB0771* NAVD 88     -        13.183  (meters)      43.25   (feet)  ADJUSTED  
 AB0771  ___________________________________________________________________
 AB0771  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AB0771  DYNAMIC HT  -          13.161 (meters)      43.18  (feet)  COMP
 AB0771  MODELED GRAV-     979,031.0   (mgal)                       NAVD 88
 AB0771
 AB0771  VERT ORDER  -  SECOND    CLASS 0
 AB0771
 AB0771.The horizontal coordinates were scaled from a topographic map and have
 AB0771.an estimated accuracy of +/- 6 seconds.
 AB0771
 AB0771.The orthometric height was determined by differential leveling
 AB0771.and adjusted by the National Geodetic Survey in June 1991..
 AB0771
 AB0771.The geoid height was determined by GEOID03.
 AB0771
 AB0771.The dynamic height is computed by dividing the NAVD 88
 AB0771.geopotential number by the normal gravity value computed on the
 AB0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0771.degrees latitude (g = 980.6199 gals.).
 AB0771
 AB0771.The modeled gravity was interpolated from observed gravity values.
 AB0771
 AB0771;                    North         East    Units  Estimated Accuracy
 AB0771;SPC TX S     - 5,059,340.      374,150.      MT  (+/- 180 meters Scaled)
 AB0771
 AB0771                          SUPERSEDED SURVEY CONTROL
 AB0771
 AB0771  NGVD 29 (??/??/92)   13.298  (m)           43.63   (f) ADJ UNCH    2 0
 AB0771
 AB0771.Superseded values are not recommended for survey control.
 AB0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0771.See file dsdata.txt to determine how the superseded data were derived.
 AB0771
 AB0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP240984(NAD 83)
 AB0771_MARKER: DD = SURVEY DISK
 AB0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0771_STAMPING: AP 1963 STA B
 AB0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0771+STABILITY: SURFACE MOTION
 AB0771
 AB0771  HISTORY     - Date     Condition        Report By
 AB0771  HISTORY     - 1963     MONUMENTED
 AB0771  HISTORY     - 1963     GOOD             NGS
 AB0771  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0771  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0771
 AB0771                          STATION DESCRIPTION
 AB0771
 AB0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0771'IN HARLINGEN.
 AB0771'THE STATION IS LOCATED AT THE MUNICIPAL AIRPORT, HARVEY RICHARDS
 AB0771'FIELD, NEAR THE SOUTH END OF THE N-S RUNWAY.  IT IS 109.5 FT. SE OF
 AB0771'THE EASTERN MOST THRESHHOLD LIGHT, 132.8 FT. SE OF THE SE CORNER OF
 AB0771'RUNWAY 17-35, AND 150 FT. E OF THE CENTERLINE EXTENDED OF RUNWAY
 AB0771'17-35.  THE STATION IS A STANDARD TOPO DISK STAMPED AP 1963 STA B, SET
 AB0771'IN A CONCRETE POST SET FLUSH WITH THE GROUND.
 AB0771
 AB0771                          STATION RECOVERY (1991)
 AB0771
 AB0771'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0771'MARK NOT FOUND.
 AB0771
 AB0771                          STATION RECOVERY (1993)
 AB0771
 AB0771'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1310 ***********************************************************************
 CS1310  DESIGNATION -  AP STA B
 CS1310  PID         -  CS1310
 CS1310  STATE/COUNTY-  TX/DALLAS
 CS1310  USGS QUAD   -  ADDISON (1981)
 CS1310
 CS1310                         *CURRENT SURVEY CONTROL
 CS1310  ___________________________________________________________________
 CS1310* NAD 83(1986)-  32 57 32.     (N)    096 49 53.     (W)     SCALED    
 CS1310* NAVD 88     -       192.868  (meters)     632.77   (feet)  ADJUSTED  
 CS1310  ___________________________________________________________________
 CS1310  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CS1310  DYNAMIC HT  -         192.650 (meters)     632.05  (feet)  COMP
 CS1310  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 CS1310
 CS1310  VERT ORDER  -  SECOND    CLASS 0
 CS1310
 CS1310.This mark is at Addison (ADS) Airport (ADS)
 CS1310
 CS1310.The horizontal coordinates were scaled from a topographic map and have
 CS1310.an estimated accuracy of +/- 6 seconds.
 CS1310
 CS1310.The orthometric height was determined by differential leveling
 CS1310.and adjusted by the National Geodetic Survey in June 1991..
 CS1310
 CS1310.The geoid height was determined by GEOID03.
 CS1310
 CS1310.The dynamic height is computed by dividing the NAVD 88
 CS1310.geopotential number by the normal gravity value computed on the
 CS1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1310.degrees latitude (g = 980.6199 gals.).
 CS1310
 CS1310.The modeled gravity was interpolated from observed gravity values.
 CS1310
 CS1310;                    North         East    Units  Estimated Accuracy
 CS1310;SPC TXNC     - 2,144,530.      755,980.      MT  (+/- 180 meters Scaled)
 CS1310
 CS1310                          SUPERSEDED SURVEY CONTROL
 CS1310
 CS1310  NGVD 29 (??/??/92)  192.867  (m)          632.76   (f) ADJ UNCH    2 0
 CS1310
 CS1310.Superseded values are not recommended for survey control.
 CS1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1310.See file dsdata.txt to determine how the superseded data were derived.
 CS1310
 CS1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB026488(NAD 83)
 CS1310_MARKER: DT = TOPOGRAPHIC STATION DISK
 CS1310_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CS1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1310_STAMPING: AP 1966 STA B
 CS1310_MARK LOGO: CGS   
 CS1310_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1310+STABILITY: SURFACE MOTION
 CS1310
 CS1310  HISTORY     - Date     Condition        Report By
 CS1310  HISTORY     - 1966     MONUMENTED       CGS
 CS1310  HISTORY     - 1980     GOOD             USGS
 CS1310  HISTORY     - 19910702 GOOD             USPSQD
 CS1310  HISTORY     - 19930615 GOOD             NGS
 CS1310  HISTORY     - 20010730 MARK NOT FOUND   NGS
 CS1310
 CS1310                          STATION DESCRIPTION
 CS1310
 CS1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1310'0.25 MI NW FROM ADDISON.
 CS1310'THE STATION IS LOCATED NEAR RUNWAY END 33 AT THE SOUTH END OF THE
 CS1310'ADDISON, TEXAS AIRPORT.  IT IS 98.8 FEET EAST OF THE SOUTHEAST CORNER
 CS1310'OF THE RUNWAY, 91.0 FEET EAST-NORTHEAST OF THE EASTERLY 1 OF 3
 CS1310'THRESHOLD LIGHTS, AND 136.0 FEET SOUTHEAST OF THE FIRST RUNWAY LIGHT
 CS1310'ON THE EAST SIDE OF THE RUNWAY.  THE MARK IS A STANDARD TOPO. DISK SET
 CS1310'IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE TOP
 CS1310'OF THE GROUND.
 CS1310
 CS1310                          STATION RECOVERY (1980)
 CS1310
 CS1310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CS1310'RECOVERED IN GOOD CONDITION.
 CS1310
 CS1310                          STATION RECOVERY (1991)
 CS1310
 CS1310'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1310'RECOVERED IN GOOD CONDITION.
 CS1310
 CS1310                          STATION RECOVERY (1993)
 CS1310
 CS1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CS1310'THE STATION IS LOCATED AT THE SOUTH END OF THE AIRPORT EAST OF RUNWAY
 CS1310'END 33.  THE STATION IS 79.6 FT (24.3 M) NE OF THE NE MOST RUNWAY END
 CS1310'LIGHT, 98.8 FT (30.1 M) EAST OF THE SE CORNER OF THE RUNWAY, AND 214.8
 CS1310'FT (65.5 M) SE OF THE FIRST RUNWAY LIGHT NW OF THE RUNWAY END. THE
 CS1310'STATION IS A STANDARD USCGS TOPOGRAPHIC DISK SET IN THE TOP OF A
 CS1310'CONCRETE POST 0.2 FT (6.1 CM) BELOW THE GROUND AND STAMPED AP 1966 STA
 CS1310'B.
 CS1310
 CS1310                          STATION RECOVERY (2001)
 CS1310
 CS1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS1310'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0111 ***********************************************************************
 AH0111  DESIGNATION -  AP STA B
 AH0111  PID         -  AH0111
 AH0111  STATE/COUNTY-  TX/NUECES
 AH0111  USGS QUAD   -  ANNAVILLE (1975)
 AH0111
 AH0111                         *CURRENT SURVEY CONTROL
 AH0111  ___________________________________________________________________
 AH0111* NAD 83(1986)-  27 45 56.     (N)    097 30 06.     (W)     SCALED    
 AH0111* NAVD 88     -        11.786  (meters)      38.67   (feet)  ADJUSTED  
 AH0111  ___________________________________________________________________
 AH0111  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH0111  DYNAMIC HT  -          11.768 (meters)      38.61  (feet)  COMP
 AH0111  MODELED GRAV-     979,123.6   (mgal)                       NAVD 88
 AH0111
 AH0111  VERT ORDER  -  SECOND    CLASS 0
 AH0111
 AH0111.This mark is at Corpus Christi Intl (CRP) Airport (CRP)
 AH0111
 AH0111.The horizontal coordinates were scaled from a topographic map and have
 AH0111.an estimated accuracy of +/- 6 seconds.
 AH0111
 AH0111.The orthometric height was determined by differential leveling
 AH0111.and adjusted by the National Geodetic Survey in June 1991..
 AH0111
 AH0111.The geoid height was determined by GEOID03.
 AH0111
 AH0111.The dynamic height is computed by dividing the NAVD 88
 AH0111.geopotential number by the normal gravity value computed on the
 AH0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0111.degrees latitude (g = 980.6199 gals.).
 AH0111
 AH0111.The modeled gravity was interpolated from observed gravity values.
 AH0111
 AH0111;                    North         East    Units  Estimated Accuracy
 AH0111;SPC TX S     - 5,232,940.      398,410.      MT  (+/- 180 meters Scaled)
 AH0111
 AH0111                          SUPERSEDED SURVEY CONTROL
 AH0111
 AH0111  NGVD 29 (??/??/92)   12.070  (m)           39.60   (f) ADJ UNCH    2 0
 AH0111
 AH0111.Superseded values are not recommended for survey control.
 AH0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0111.See file dsdata.txt to determine how the superseded data were derived.
 AH0111
 AH0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR476721(NAD 83)
 AH0111_MARKER: DT = TOPOGRAPHIC STATION DISK
 AH0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0111_SP_SET: RUNWAY
 AH0111_STAMPING: AP 1963 STA B
 AH0111_MARK LOGO: CGS   
 AH0111_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0111
 AH0111  HISTORY     - Date     Condition        Report By
 AH0111  HISTORY     - 1963     MONUMENTED       CGS
 AH0111  HISTORY     - 1973     GOOD             NGS
 AH0111  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0111  HISTORY     - 19860615 GOOD             NGS
 AH0111  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH0111
 AH0111                          STATION DESCRIPTION
 AH0111
 AH0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AH0111'2.0 MI E FROM CLARKWOOD.
 AH0111'AT CORPUS CHRISTI INTL AIRPORT ON THE SW SIDE OF RUNWAY 13-31.  ABOUT
 AH0111'2000 FEET NW OF RUNWAY END 31 ON TANGENT WITH THE SE EDGE OF A TAXIWAY
 AH0111'LEADING NE FROM THE NE EDGE OF THE RUNWAY.  98.9 FT. SW OF THE SW EDGE
 AH0111'OF THE RUNWAY.  184.5 FT. S OF A RUNWAY LIGHT, 90.0 FT. SW OF A RUNWAY
 AH0111'LIGHT AND 213.8 FT. NW OF A RUNWAY LIGHT.
 AH0111
 AH0111                          STATION RECOVERY (1978)
 AH0111
 AH0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0111'NOT RECOVERED THIS DATE. TOPOGRAPHIC STATION DISK.
 AH0111
 AH0111                          STATION RECOVERY (1986)
 AH0111
 AH0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AH0111'THE STATION IS LOCATED AT CORPUS CHRISTI INTL AIRPORT ON THE EXTENSION
 AH0111'OF THE SE EDGE OF THE TAXIWAY WHICH IS ABOUT 2000 FT (609.6 M) NW FROM
 AH0111'RUNWAY END 31.  THE STATION IS 98.9 FT (30.1 M) SW OF THE INTERSECTION
 AH0111'OF SAID TAXIWAY AND THE SW EDGE OF RUNWAY 13-31, 184.5 FT (56.2 M) S
 AH0111'OF THE FIRST RUNWAY LIGHT ON THE NW SIDE OF SAID TAXIWAY, 90.0 FT
 AH0111'(27.4 M) SW OF THE FIRST RUNWAY LIGHT ON THE SE SIDE OF SAID
 AH0111'INTERSECTION, AND 213.8 FT (65.2 M) NW OF THE 2ND RUNWAY LIGHT SE OF
 AH0111'SAID INTERSECTION.  THE MARK IS A STANDARD TOPO DISK STAMPED AP 1963
 AH0111'STA B, AND SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AH0111
 AH0111                          STATION RECOVERY (2001)
 AH0111
 AH0111'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1745 ***********************************************************************
 AB1745  DESIGNATION -  AP STA B
 AB1745  PID         -  AB1745
 AB1745  STATE/COUNTY-  TX/CAMERON
 AB1745  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1745
 AB1745                         *CURRENT SURVEY CONTROL
 AB1745  ___________________________________________________________________
 AB1745* NAD 83(1993)-  25 54 05.26337(N)    097 25 11.35686(W)     ADJUSTED  
 AB1745* NAVD 88     -         4.8    (meters)      16.     (feet)  VERTCON   
 AB1745  ___________________________________________________________________
 AB1745  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 AB1745  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AB1745
 AB1745  HORZ ORDER  -  THIRD
 AB1745
 AB1745.This mark is at Brownsville/south Padre Is Intl (BRO) Airport (BRO)
 AB1745
 AB1745.The horizontal coordinates were established by GPS observations
 AB1745.and adjusted by the National Geodetic Survey in February 1996..
 AB1745
 AB1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1745
 AB1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1745
 AB1745.The geoid height was determined by GEOID03.
 AB1745
 AB1745;                    North         East     Units Scale Factor Converg.
 AB1745;SPC TX S     - 5,026,478.070   408,242.133   MT  1.00007737   +0 29 25.5
 AB1745;SPC TX S     -16,491,036.80  1,339,374.40   sFT  1.00007737   +0 29 25.5
 AB1745;UTM  14      - 2,865,725.072   658,284.787   MT  0.99990936   +0 41 25.5
 AB1745
 AB1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1745!SPC TX S     -   1.00000264  x   1.00007737  =   1.00008001
 AB1745!UTM  14      -   1.00000264  x   0.99990936  =   0.99991200
 AB1745
 AB1745:                Primary Azimuth Mark                     Grid Az
 AB1745:SPC TX S     -  AP STA A                                 001 39 25.6
 AB1745:UTM  14      -  AP STA A                                 001 27 25.6
 AB1745
 AB1745|---------------------------------------------------------------------|
 AB1745| PID    Reference Object                     Distance      Geod. Az  |
 AB1745|                                                           dddmmss.s |
 AB1745| AB1744 AP STA A                            APPROX. 1.6 KM 0020851.1 |
 AB1745|---------------------------------------------------------------------|
 AB1745
 AB1745                          SUPERSEDED SURVEY CONTROL
 AB1745
 AB1745  NAD 83(1986)-  25 54 05.27635(N)    097 25 11.31243(W) AD(       ) 3
 AB1745  NGVD 29 (10/15/92)    4.9    (m)           16.     (f) GPS OBS        
 AB1745
 AB1745.Superseded values are not recommended for survey control.
 AB1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1745.See file dsdata.txt to determine how the superseded data were derived.
 AB1745
 AB1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5828565725(NAD 83)
 AB1745_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB1745_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB1745_SP_SET: ASPHALT ON TAXIWAY
 AB1745_STAMPING: AP 1963 STA B
 AB1745_MARK LOGO: NOS   
 AB1745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1745+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1992
 AB1745
 AB1745  HISTORY     - Date     Condition        Report By
 AB1745  HISTORY     - 1963     MONUMENTED       NOS
 AB1745  HISTORY     - 19810615 GOOD             NGS
 AB1745  HISTORY     - 19920410 GOOD             NOS
 AB1745
 AB1745                          STATION DESCRIPTION
 AB1745
 AB1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1745'THE STATION IS LOCATED 49.99 FT (15.24 M) WEST OF A BRASS SPIKE
 AB1745'MARKING THE SW CORNER OF RUNWAY END 35R, 125 FT (38.1 M) W OF THE
 AB1745'CENTERLINE OF RUNWAY END 35R, 125.1 FT (38.1 M) S OF THE FIRST RUNWAY
 AB1745'LIGHT, 30, ON THE WEST SIDE OF RUNWAY 17L-35R, AND 47.8 FT (14.6 M) NW
 AB1745'OF THE WESTMOST THRESHOLD LIGHT ON RUNWAY END 35R.  THE MARK IS A
 AB1745'STANDARD TOPO DISK SET IN A DRILL HOLE, FLUSH, IN THE E-W TAXIWAY, 1
 AB1745'FT (0.3 M) NORTH OF THE S EDGE, AND STAMPED AP 1963 STA B.  STATION
 AB1745'NOW SURROUNDED, BUT NOT COVERED, BY ASPHALT OVERLAY.
 AB1745
 AB1745                          STATION RECOVERY (1992)
 AB1745
 AB1745'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AB1745'THE STATION IS ON THE BROWNSVILLE NATIONAL AIRPORT FIELD.  IT IS
 AB1745'LOCATED 49.99 FT (15.24 M) WEST OF A BRASS SPIKE MARKING THE SW CORNER
 AB1745'OF RUNWAY END 35R, 125 FT (38.10 M) WEST OF THE CENTERLINE OF RUNWAY
 AB1745'END 35R, 125.1 FT (38.13 M) SOUTH OF THE FIRST RUNWAY LIGHT NO. 30 ON
 AB1745'THE WEST SIDE OF RUNWAY 17L-35R AND 47.8 FT (14.57 M) NORTHWEST OF THE
 AB1745'WESTMOST THRESHOLD LIGHT ON RUNWAY END 35R.  THE MARK IS A STANDARD
 AB1745'TOPO DISK SET IN A DRILL HOLE, FLUSH, IN THE E-W TAXIWAY, 1 FT (0.30
 AB1745'M) NORTH OF THE SOUTH EDGE AND STAMPED AP 1963 STA B. THE STATION IS
 AB1745'NOW SURROUNDED, BUT NOT COVERED BY, ASPHALT OVERLAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5502 ***********************************************************************
 AA5502  DESIGNATION -  AP STA B DFW
 AA5502  PID         -  AA5502
 AA5502  STATE/COUNTY-  TX/TARRANT
 AA5502  USGS QUAD   -  GRAPEVINE (1981)
 AA5502
 AA5502                         *CURRENT SURVEY CONTROL
 AA5502  ___________________________________________________________________
 AA5502* NAD 83(1993)-  32 52 47.12605(N)    097 02 58.42962(W)     ADJUSTED  
 AA5502* NAVD 88     -       173.1    (meters)     568.     (feet)  GPS OBS   
 AA5502  ___________________________________________________________________
 AA5502  X           -    -658,048.415 (meters)                     COMP
 AA5502  Y           -  -5,321,314.864 (meters)                     COMP
 AA5502  Z           -   3,442,846.291 (meters)                     COMP
 AA5502  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 AA5502  ELLIP HEIGHT-         145.91  (meters)          (02/16/96) GPS OBS
 AA5502  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AA5502
 AA5502  HORZ ORDER  -  FIRST
 AA5502  ELLP ORDER  -  FIFTH     CLASS I
 AA5502
 AA5502.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 AA5502
 AA5502.The horizontal coordinates were established by GPS observations
 AA5502.and adjusted by the National Geodetic Survey in February 1996..
 AA5502
 AA5502.The orthometric height was determined by GPS observations and a
 AA5502.high-resolution geoid model.
 AA5502
 AA5502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5502
 AA5502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5502
 AA5502.The ellipsoidal height was determined by GPS observations
 AA5502.and is referenced to NAD 83.
 AA5502
 AA5502.The geoid height was determined by GEOID03.
 AA5502
 AA5502;                    North         East     Units Scale Factor Converg.
 AA5502;SPC TXNC     - 2,135,456.106   735,710.497   MT  0.99987710   +0 47 27.8
 AA5502;SPC TXNC     - 7,006,075.57  2,413,743.52   sFT  0.99987710   +0 47 27.8
 AA5502;UTM  14      - 3,639,643.338   682,462.951   MT  1.00001052   +1 03 32.9
 AA5502
 AA5502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5502!SPC TXNC     -   0.99997709  x   0.99987710  =   0.99985420
 AA5502!UTM  14      -   0.99997709  x   1.00001052  =   0.99998761
 AA5502
 AA5502                          SUPERSEDED SURVEY CONTROL
 AA5502
 AA5502  NAD 83(1993)-  32 52 47.12606(N)    097 02 58.42961(W) AD(       ) 1
 AA5502  ELLIP H (06/13/95)  145.91   (m)                       GP(       ) 3 1
 AA5502
 AA5502.Superseded values are not recommended for survey control.
 AA5502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5502.See file dsdata.txt to determine how the superseded data were derived.
 AA5502
 AA5502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8246339643(NAD 83)
 AA5502_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA5502_SP_SET: CONCRETE STORM DRAIN
 AA5502_STAMPING: AP 1973 STA B DFW
 AA5502_MARK LOGO: NGS   
 AA5502_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5502+SATELLITE: SATELLITE OBSERVATIONS - 1973
 AA5502
 AA5502  HISTORY     - Date     Condition        Report By
 AA5502  HISTORY     - 1973     MONUMENTED       NGS
 AA5502  HISTORY     - 19890615 GOOD             NGS
 AA5502
 AA5502                          STATION DESCRIPTION
 AA5502
 AA5502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 AA5502'THE STATION IS LOCATED AT DALLAS FORT WORTH AIRPORT IN THE VICINITY OF
 AA5502'TAXIWAY 36R. THE STATION IS LOCATED 127.1 M (416.99 FT) EAST OF THE
 AA5502'CENTERLINE OF RUNWAY 18L-36R, AND 57.67 M (189.21 FT) WEST OF THE
 AA5502'CENTERLINE OF THE PARALLEL TAXIWAY ON THE EAST SIDE OF THE RUNWAY, AND
 AA5502'57.09 M (187.30 FT) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY. THE MARK
 AA5502'IS A STANDARD TOPOGRAPHIC SURVEY DISK SET IN A DRILL HOLE IN THE
 AA5502'SOUTHEAST CORNER OF A 3X4 FOOT CONCRETE STORM DRAIN WITH A STEEL
 AA5502'GRATE.  THE MARK IS STAMPED --AP 1973 STA B DFW--.
 AA5502
 AA5502                          STATION RECOVERY (1989)
 AA5502
 AA5502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA5502'LOCATED NEAR RUNWAY END 36R, 417.0 FT (127.1 M) EAST OF THE C/L OF
 AA5502'RUNWAY 18L-36R, 189.2 FT (57.7 M) WEST OF THE C/L OF THE PARALLEL
 AA5502'TAXIWAY ON THE EAST SIDE OF THE RUNWAY, AND 187.3 FT (57.1 M) SOUTH OF
 AA5502'THE SOUTH EDGE OF TAXIWAY.  A STANDARD TOPOGRAPHIC DISK STAMPED AP
 AA5502'1973 STA B DFW SET IN A DRILL HOLE IN THE SE CORNER OF A 3 FOOT (0.9
 AA5502'M) X 4 FOOT (1.2 M) CONCRETE STORM DRAIN WITH STEEL GRATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6530 ***********************************************************************
 AC6530  DESIGNATION -  AP STA B MAF
 AC6530  PID         -  AC6530
 AC6530  STATE/COUNTY-  TX/MIDLAND
 AC6530  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 AC6530
 AC6530                         *CURRENT SURVEY CONTROL
 AC6530  ___________________________________________________________________
 AC6530* NAD 83(1993)-  31 55 54.08028(N)    102 12 08.83419(W)     ADJUSTED  
 AC6530* NAVD 88     -       868.2    (meters)    2848.     (feet)  GPS OBS   
 AC6530  ___________________________________________________________________
 AC6530  X           -  -1,145,350.391 (meters)                     COMP
 AC6530  Y           -  -5,296,357.134 (meters)                     COMP
 AC6530  Z           -   3,354,451.629 (meters)                     COMP
 AC6530  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AC6530  ELLIP HEIGHT-         843.89  (meters)          (08/08/01) GPS OBS
 AC6530  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AC6530
 AC6530  HORZ ORDER  -  THIRD
 AC6530  ELLP ORDER  -  FOURTH    CLASS II
 AC6530
 AC6530.This mark is at Midland Intl (MAF) Airport (MAF)
 AC6530
 AC6530.The horizontal coordinates were established by GPS observations
 AC6530.and adjusted by the National Geodetic Survey in March 1998..
 AC6530
 AC6530.The orthometric height was determined by GPS observations and a
 AC6530.high-resolution geoid model.
 AC6530
 AC6530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6530
 AC6530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6530
 AC6530.The ellipsoidal height was determined by GPS observations
 AC6530.and is referenced to NAD 83.
 AC6530
 AC6530.The geoid height was determined by GEOID03.
 AC6530
 AC6530;                    North         East     Units Scale Factor Converg.
 AC6530;SPC TX C     - 3,252,587.156   523,256.058   MT  1.00001335   -0 57 45.7
 AC6530;SPC TX C     -10,671,196.36  1,716,715.92   sFT  1.00001335   -0 57 45.7
 AC6530;UTM  13      - 3,536,280.769   764,485.541   MT  1.00046280   +1 28 49.8
 AC6530
 AC6530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6530!SPC TX C     -   0.99986751  x   1.00001335  =   0.99988086
 AC6530!UTM  13      -   0.99986751  x   1.00046280  =   1.00033025
 AC6530
 AC6530                          SUPERSEDED SURVEY CONTROL
 AC6530
 AC6530  ELLIP H (03/06/98)  843.88   (m)                       GP(       ) 4 2
 AC6530
 AC6530.Superseded values are not recommended for survey control.
 AC6530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6530.See file dsdata.txt to determine how the superseded data were derived.
 AC6530
 AC6530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR6448636281(NAD 83)
 AC6530_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6530_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC6530_SP_SET: RUNWAY
 AC6530_STAMPING: AP1955 STA B
 AC6530_MARK LOGO: CGS   
 AC6530_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6530+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1996
 AC6530
 AC6530  HISTORY     - Date     Condition        Report By
 AC6530  HISTORY     - 1955     MONUMENTED       CGS
 AC6530  HISTORY     - 19870615 GOOD             CGS
 AC6530  HISTORY     - 19961114 GOOD             NGS
 AC6530
 AC6530                          STATION DESCRIPTION
 AC6530
 AC6530'DESCRIBED BY COAST AND GEODETIC SURVEY 1987
 AC6530'THE STATION IS LOCATED AT THE MIDLAND REGIONAL AIRPORT, ABOUT 10 MILES
 AC6530'(16.1 KM) WEST OF MIDLAND, IN THE SOUTH-CENTRAL PART OF THE AIRPORT.
 AC6530'THE STATION IS A STANDARD USCGS TOPO DISK, STAMPED AP 1955 STA B, SET
 AC6530'IN A DRILL HOLE IN THE SE CORNER OF THE SOUTH END OF RUNWAY 16R-34L.
 AC6530'THE STATION IS LOCATED 0.23 FT (7.01 CM) W OF E EDGE, AND 0.55 FT
 AC6530'(16.76 CM) N OF S END.
 AC6530
 AC6530                          STATION RECOVERY (1996)
 AC6530
 AC6530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AC6530'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) WEST OF MIDLAND ON THE
 AC6530'MIDLAND INTERNATIONAL AIRPORT, IN THE SOUTH CENTRAL PART OF THE
 AC6530'AIRPORT AND IN THE SOUTHEAST CORNER OF RUNWAY 16R-34L. OWNERSHIP--CITY
 AC6530'OF MIDLAND, PO BOX 60305, MIDLAND TX, 79711.  THE MANAGER IS KEN A
 AC6530'DAY, PHONE 915 560-2200.  TO REACH THE STATION FROM THE JUNCTION OF
 AC6530'INTERSTATE 20 AND FARM ROAD 1785 AT THE WEST EDGE OF MIDLAND, GO 2.18
 AC6530'KM (1.35 MI) NORTH ALONG ROAD 1785 TO SLOAN FIELD BLVD.  TURN RIGHT,
 AC6530'NORTHEAST, GO 1.76 KM (1.10 MI) ALONG THE BLVD TO THE AIRPORT TERMINAL
 AC6530'ON THE RIGHT.  THE MANAGERS OFFICE IS ON THE 2ND FLOOR OF THE
 AC6530'TERMINAL, AN ESCORT WILL BE REQUIRED.  THE STATION IS A STANDARD CGS
 AC6530'TOPOGRAPHIC DISC SET INTO A DRILL HOLE IN THE TOP SURFACE OF THE
 AC6530'SOUTHEAST CORNER OF THE SOUTH END OF RUNWAY 16R-34L. THE STATION IS
 AC6530'LOCATED 0.23 FT (7.01 CM) WEST OF THE EAST EDGE AND 0.55 FT (16.76 CM)
 AC6530'NORTH OF THE SOUTH END.  NOTE---THIS STATION WAS NOT DESCRIBED DURING
 AC6530'THE SURVEY FOR SOME REASON AND THIS DESCRIPTION WAS COPIED FROM A
 AC6530'AIRPORT SURVEY CONTROL DATA SHEET DATED 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9555 ***********************************************************************
 AB9555  SACS        -  This is a Secondary Airport Control Station.
 AB9555  DESIGNATION -  AP STA B VCT
 AB9555  PID         -  AB9555
 AB9555  STATE/COUNTY-  TX/VICTORIA
 AB9555  USGS QUAD   -  VICTORIA EAST (1995)
 AB9555
 AB9555                         *CURRENT SURVEY CONTROL
 AB9555  ___________________________________________________________________
 AB9555* NAD 83(1993)-  28 51 45.59568(N)    096 56 00.33818(W)     ADJUSTED  
 AB9555* NAVD 88     -        34.04   (meters)     111.7    (feet)  GPS OBS   
 AB9555  ___________________________________________________________________
 AB9555  X           -    -674,827.530 (meters)                     COMP
 AB9555  Y           -  -5,549,326.711 (meters)                     COMP
 AB9555  Z           -   3,060,582.555 (meters)                     COMP
 AB9555  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AB9555  ELLIP HEIGHT-           6.51  (meters)          (07/17/01) GPS OBS
 AB9555  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AB9555
 AB9555  HORZ ORDER  -  FIRST
 AB9555  ELLP ORDER  -  FIFTH     CLASS I
 AB9555
 AB9555.This mark is at Victoria Reg (VCT) Airport (VCT)
 AB9555
 AB9555.The horizontal coordinates were established by GPS observations
 AB9555.and adjusted by the National Geodetic Survey in January 1997..
 AB9555
 AB9555.The orthometric height was determined by GPS observations and a
 AB9555.high-resolution geoid model.
 AB9555
 AB9555.GPS derived orthometric heights for airport stations designated as
 AB9555.PACS or SACS are published to 2 decimal places.  This maintains
 AB9555.centimeter relative accuracy between the PACS and SACS.  It does
 AB9555.not indicate centimeter accuracy relative to other marks which are
 AB9555.part of the NAVD 88 network.
 AB9555
 AB9555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9555
 AB9555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9555
 AB9555.The ellipsoidal height was determined by GPS observations
 AB9555.and is referenced to NAD 83.
 AB9555
 AB9555.The geoid height was determined by GEOID03.
 AB9555
 AB9555;                    North         East     Units Scale Factor Converg.
 AB9555;SPC TXSC     - 4,115,859.743   801,598.916   MT  0.99989697   +1 00 44.8
 AB9555;SPC TXSC     -13,503,449.84  2,629,912.44   sFT  0.99989697   +1 00 44.8
 AB9555;UTM  14      - 3,194,525.532   701,573.037   MT  1.00010144   +0 59 52.4
 AB9555
 AB9555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9555!SPC TXSC     -   0.99999898  x   0.99989697  =   0.99989595
 AB9555!UTM  14      -   0.99999898  x   1.00010144  =   1.00010042
 AB9555
 AB9555                          SUPERSEDED SURVEY CONTROL
 AB9555
 AB9555  ELLIP H (01/07/97)    6.67   (m)                       GP(       ) 5 1
 AB9555
 AB9555.Superseded values are not recommended for survey control.
 AB9555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9555.See file dsdata.txt to determine how the superseded data were derived.
 AB9555
 AB9555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0157394526(NAD 83)
 AB9555_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB9555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9555_STAMPING: AP 1964 STA B
 AB9555_MARK LOGO: CGS   
 AB9555_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9555+STABILITY: SURFACE MOTION
 AB9555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9555+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1995
 AB9555
 AB9555  HISTORY     - Date     Condition        Report By
 AB9555  HISTORY     - 1964     MONUMENTED       CGS
 AB9555  HISTORY     - 19930615 GOOD             NGS
 AB9555  HISTORY     - 19950127 GOOD             NGS
 AB9555
 AB9555                          STATION DESCRIPTION
 AB9555
 AB9555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (DLA)
 AB9555'THE STATION IS IN THE NW PART OF THE AIRPORT NEAR RWY END 12L.  IT IS
 AB9555'371 FT (113.1 M) SE OF THE CENTERLINE OF THE TAXIWAY TO RWY 12L, 150
 AB9555'FT (45.7 M) SW OF THE CENTERLINE OF RWY 12L, 75 FT (22.9 M) SW OF THE
 AB9555'SW EDGE OF RWY 12L, AND 65.18 FT (19.87 M) SW OF THE SECOND RWY LT SE
 AB9555'OF RWY END 21L.  IT IS ALSO PERPENDICULAR TO A POINT ON CENTERLINE
 AB9555'THAT IS 419.62 FT (127.90 M) SE OF RWY END 12L.  THE MARK IS A
 AB9555'STANDARD TOPO DISK STAMPED AP 1964 STA B SET IN A CONCRETE MONUMENT
 AB9555'FLUSH WITH THE GROUND.
 AB9555
 AB9555                          STATION RECOVERY (1995)
 AB9555
 AB9555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB9555'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF VICTORIA AT
 AB9555'THE VICTORIA REGIONAL AIRPORT, NEAR THE NORTHWEST END OF THE AIRFIELD
 AB9555'ABOUT 400 FT (121.9 M) SOUTHEAST OF RUNWAY END 12L.  FOR ACCESS
 AB9555'CONTACT DAVE ROUSH, AIRPORT MANAGER VICTORIA REGIONAL AIRPORT, RT 6,
 AB9555'VICTORIA, TX 77904.  PHONE (512) 578-2704.  TO REACH THE STATION FROM
 AB9555'THE JUNCTION OF U.S.  HIGHWAY 59 AND LOOP 463 AT THE NORTH EDGE OF
 AB9555'VICTORIA, PROCEED NORTHERLY ON U.S.  HIGHWAY 59 FOR 1.25 MI (2.01 KM)
 AB9555'TO A PAVED ROAD ON THE LEFT, TURN LEFT, NORTHEASTERLY FOR 0.1 MI (0.2
 AB9555'KM) TO A GATE.  PASS THRU GATE AND PROCEED NORTHERLY ACROSS THE RAMP
 AB9555'FOR 0.5 MI (0.8 KM) TO RUNWAY END 6.  CROSS RUNWAY END 6 AND CONTINUE
 AB9555'NORTHERLY FOR 1.20 MI (1.93 KM) TO RUNWAY END 12L AND THE STATION ON
 AB9555'THE RIGHT.  THE STATION IS LOCATED 419.62 FT (127.90 M) SOUTHEAST OF
 AB9555'RUNWAY END 12L, 371 FT (113.1 M) SOUTHEAST OF THE CENTERLINE OF THE
 AB9555'CONNECTING TAXIWAY, 75.0 FT (22.9 M) SOUTHWEST OF THE SOUTHWEST EDGE
 AB9555'OF THE RUNWAY AND 65.18 SOUTHWEST OF THE SECOND RUNWAY LIGHT SOUTHEAST
 AB9555'OF RUNWAY END 12L AND ON THE SOUTHERN EDGE OF THE RUNWAY.  WITH THE
 AB9555'GROUND.  THIS STATION HAS BEEN DESIGNATED AS A SACS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6405 ***********************************************************************
 AB6405  SACS        -  This is a Secondary Airport Control Station.
 AB6405  DESIGNATION -  AP STA B3 BWD
 AB6405  PID         -  AB6405
 AB6405  STATE/COUNTY-  TX/BROWN
 AB6405  USGS QUAD   -  OWENS (1978)
 AB6405
 AB6405                         *CURRENT SURVEY CONTROL
 AB6405  ___________________________________________________________________
 AB6405* NAD 83(1993)-  31 47 12.89997(N)    098 57 15.55240(W)     ADJUSTED  
 AB6405* NAVD 88     -       416.92   (meters)    1367.8    (feet)  GPS OBS   
 AB6405  ___________________________________________________________________
 AB6405  X           -    -844,676.441 (meters)                     COMP
 AB6405  Y           -  -5,360,735.085 (meters)                     COMP
 AB6405  Z           -   3,340,576.516 (meters)                     COMP
 AB6405  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AB6405  ELLIP HEIGHT-         390.64  (meters)          (07/24/01) GPS OBS
 AB6405  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AB6405
 AB6405  HORZ ORDER  -  FIRST
 AB6405  ELLP ORDER  -  FOURTH    CLASS II
 AB6405
 AB6405.This mark is at Brownwood Muni (BWD) Airport (BWD)
 AB6405
 AB6405.The horizontal coordinates were established by GPS observations
 AB6405.and adjusted by the National Geodetic Survey in September 1998..
 AB6405
 AB6405.The orthometric height was determined by GPS observations and a
 AB6405.high-resolution geoid model.
 AB6405
 AB6405.GPS derived orthometric heights for airport stations designated as
 AB6405.PACS or SACS are published to 2 decimal places.  This maintains
 AB6405.centimeter relative accuracy between the PACS and SACS.  It does
 AB6405.not indicate centimeter accuracy relative to other marks which are
 AB6405.part of the NAVD 88 network.
 AB6405
 AB6405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6405
 AB6405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6405
 AB6405.The ellipsoidal height was determined by GPS observations
 AB6405.and is referenced to NAD 83.
 AB6405
 AB6405.The geoid height was determined by GEOID03.
 AB6405
 AB6405;                    North         East     Units Scale Factor Converg.
 AB6405;SPC TX C     - 3,235,858.890   830,601.207   MT  0.99997552   +0 42 37.0
 AB6405;SPC TX C     -10,616,313.71  2,725,064.13   sFT  0.99997552   +0 42 37.0
 AB6405;UTM  14      - 3,516,818.317   504,324.659   MT  0.99960023   +0 01 26.6
 AB6405
 AB6405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6405!SPC TX C     -   0.99993866  x   0.99997552  =   0.99991419
 AB6405!UTM  14      -   0.99993866  x   0.99960023  =   0.99953892
 AB6405
 AB6405                          SUPERSEDED SURVEY CONTROL
 AB6405
 AB6405  ELLIP H (09/18/98)  390.68   (m)                       GP(       ) 4 2
 AB6405  NAD 83(1993)-  31 47 12.89959(N)    098 57 15.55274(W) AD(       ) 3
 AB6405  ELLIP H (08/29/96)  390.69   (m)                       GP(       ) 4 2
 AB6405
 AB6405.Superseded values are not recommended for survey control.
 AB6405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6405.See file dsdata.txt to determine how the superseded data were derived.
 AB6405
 AB6405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0432516818(NAD 83)
 AB6405_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6405_STAMPING: AP 1969 STA B3 BWD
 AB6405_MARK LOGO: CGS   
 AB6405_PROJECTION: FLUSH
 AB6405_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6405+STABILITY: SURFACE MOTION
 AB6405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6405+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1998
 AB6405
 AB6405  HISTORY     - Date     Condition        Report By
 AB6405  HISTORY     - 1969     MONUMENTED       CGS
 AB6405  HISTORY     - 19860615 GOOD             NGS
 AB6405  HISTORY     - 19950301 GOOD             NGS
 AB6405  HISTORY     - 19980709 GOOD             NGS
 AB6405
 AB6405                          STATION DESCRIPTION
 AB6405
 AB6405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AB6405'THE STATION IS LOCATED AT THE SOUTH END OF A GRASS RECTANGLE FORMED BY
 AB6405'RUNWAY 17-35 AND THE PARALLELING TAXIWAY.  THE MARK IS 230.56 FT
 AB6405'(70.27 M) NORTHEAST OF THE CENTERLINE AND END OF RUNWAY END 35, 175.00
 AB6405'FT (53.34 M) EAST OF THE CENTERLINE OF RUNWAY 17-35, 93.1 FT (28.4 M)
 AB6405'SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTH OF THE RUNWAY END, AND 53.6
 AB6405'FT (16.3 M) NORTH OF THE NORTH EDGE OF THE EAST-WEST TAXIWAY.  THE
 AB6405'MONUMENT IS A STANDARD TOPOGRAPHIC STATION DISK STAMPED AP 1969 STA B3
 AB6405'BWD SET IN THE TOP OF A 8 INCH CONCRETE POST WHICH IS FLUSH WITH THE
 AB6405'GROUND.
 AB6405
 AB6405                          STATION RECOVERY (1995)
 AB6405
 AB6405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6405'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) NORTH OF BROWNWOOD, AT
 AB6405'THE BROWNWOOD REGINAL AIRPORT.  AT THE SOUTH END OF THE AIRPORT, IN
 AB6405'THE MEADIAN, EAST OF RUNWAY 17-35, AND NORTH OF THE SOUTH CONNECTOR.
 AB6405'OWNERSHIP--CITY OF BROWNWOOD, BOX 1389, BROWNWOOD, TX.  76801.  PHONE
 AB6405'915-643-1482 OR 915-646-6022.  EVERETT PITTS AIRPORT MANAGER.
 AB6405'NOTE--CONTACT AIRPORT MANAGER 24 HOURS IN ADVANCE, (ESCORT NEEDED) .
 AB6405'OFFICE IN HANGAR.TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB6405'HIGHWAYS 67 AND 183 NEAR THE NORTH EDGE OF BROWNWOOD, GO NORTH, 6.25
 AB6405'KM (3.90 MI) TO THE AIRPORT ROAD ON THE LEFT.  TURN LEFT, NORTHWEST,
 AB6405'0.65 KM (0.40 MI) TO A FORK IN THE ROAD, BEAR LEFT, WEST, 0.1 KM (0.05
 AB6405'MI) TO A GATE AT THE SOUTHEAST CORNER OF THE HANGAR, PASS THROUGH THE
 AB6405'GATE, WEST, 0.12 KM (0.05 MI) TO A TAXI, TURN LEFT, SOUTH, FOR 0.6 KM
 AB6405'(0.35 MI) TO THE MARK ON THE RIGHT. THE STATION IS 54.8 M (179.8 FT)
 AB6405'NORTHEAST OF STATION AP B 1957, AT THE SOUTHEAST CORNER OF THE RUNWAY,
 AB6405'31.5 M (103.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A STORM DRAIN,
 AB6405'30.5 M (100.1 FT) EAST OF THE EXTENDED LINE OF THE RUNWAY EDGE, 28.3 M
 AB6405'(92.8 FT) EAST-SOUTHEAST OF THE FIRST RUNWAY LIGHT, 16.2 M (53.1 FT)
 AB6405'NORTH OF THE NORTH EDGE OF THE SOUTH CONNECTOR.  NOTE--TOPOGRAPHIC
 AB6405'DISK BY D.E.B.
 AB6405
 AB6405                          STATION RECOVERY (1998)
 AB6405
 AB6405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRM)
 AB6405'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION.  THIS STATION
 AB6405'IS DESIGNATED AS THE SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1900 ***********************************************************************
 CS1900  SACS        -  This is a Secondary Airport Control Station.
 CS1900  DESIGNATION -  AP STA C DFW
 CS1900  PID         -  CS1900
 CS1900  STATE/COUNTY-  TX/TARRANT
 CS1900  USGS QUAD   -  GRAPEVINE (1981)
 CS1900
 CS1900                         *CURRENT SURVEY CONTROL
 CS1900  ___________________________________________________________________
 CS1900* NAD 83(1993)-  32 54 30.57002(N)    097 01 50.63106(W)     ADJUSTED  
 CS1900* NAVD 88     -       171.207  (meters)     561.70   (feet)  ADJUSTED  
 CS1900  ___________________________________________________________________
 CS1900  X           -    -656,087.242 (meters)                     COMP
 CS1900  Y           -  -5,319,811.585 (meters)                     COMP
 CS1900  Z           -   3,445,521.128 (meters)                     COMP
 CS1900  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 CS1900  ELLIP HEIGHT-         144.00  (meters)          (07/02/01) GPS OBS
 CS1900  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CS1900  DYNAMIC HT  -         171.010 (meters)     561.06  (feet)  COMP
 CS1900  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 CS1900
 CS1900  HORZ ORDER  -  FIRST
 CS1900  VERT ORDER  -  SECOND    CLASS 0
 CS1900  ELLP ORDER  -  FOURTH    CLASS I
 CS1900
 CS1900.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 CS1900
 CS1900.The horizontal coordinates were established by GPS observations
 CS1900.and adjusted by the National Geodetic Survey in February 1996..
 CS1900
 CS1900.The orthometric height was determined by differential leveling
 CS1900.and adjusted by the National Geodetic Survey in June 1991..
 CS1900
 CS1900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS1900
 CS1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1900
 CS1900.The ellipsoidal height was determined by GPS observations
 CS1900.and is referenced to NAD 83.
 CS1900
 CS1900.The geoid height was determined by GEOID03.
 CS1900
 CS1900.The dynamic height is computed by dividing the NAVD 88
 CS1900.geopotential number by the normal gravity value computed on the
 CS1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1900.degrees latitude (g = 980.6199 gals.).
 CS1900
 CS1900.The modeled gravity was interpolated from observed gravity values.
 CS1900
 CS1900;                    North         East     Units Scale Factor Converg.
 CS1900;SPC TXNC     - 2,138,666.610   737,427.930   MT  0.99987573   +0 48 04.8
 CS1900;SPC TXNC     - 7,016,608.70  2,419,378.13   sFT  0.99987573   +0 48 04.8
 CS1900;UTM  14      - 3,642,862.298   684,165.556   MT  1.00001822   +1 04 12.7
 CS1900
 CS1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1900!SPC TXNC     -   0.99997739  x   0.99987573  =   0.99985312
 CS1900!UTM  14      -   0.99997739  x   1.00001822  =   0.99999561
 CS1900
 CS1900                          SUPERSEDED SURVEY CONTROL
 CS1900
 CS1900  ELLIP H (09/10/96)  144.12   (m)                       GP(       ) 4 1
 CS1900  ELLIP H (02/16/96)  144.16   (m)                       GP(       ) 5 1
 CS1900  NAD 83(1993)-  32 54 30.57003(N)    097 01 50.63104(W) AD(       ) 1
 CS1900  ELLIP H (06/13/95)  144.16   (m)                       GP(       ) 3 1
 CS1900  NAVD 88 (06/13/95)  171.21   (m)          561.7    (f) LEVELING    3  
 CS1900  NGVD 29 (??/??/92)  171.180  (m)          561.61   (f) ADJ UNCH    2 0
 CS1900
 CS1900.Superseded values are not recommended for survey control.
 CS1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1900.See file dsdata.txt to determine how the superseded data were derived.
 CS1900
 CS1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8416642862(NAD 83)
 CS1900_MARKER: DT = TOPOGRAPHIC STATION DISK
 CS1900_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CS1900_SP_SET: CONCRETE STORM DRAIN
 CS1900_STAMPING: AP 1973 STA C DFW
 CS1900_MARK LOGO: NGS   
 CS1900_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1900+STABILITY: SURFACE MOTION
 CS1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1900+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1995
 CS1900
 CS1900  HISTORY     - Date     Condition        Report By
 CS1900  HISTORY     - 1973     MONUMENTED       NGS
 CS1900  HISTORY     - 19890615 GOOD             NGS
 CS1900  HISTORY     - 19930910 GOOD             LOCSUR
 CS1900  HISTORY     - 19950207 GOOD             NGS
 CS1900
 CS1900                          STATION DESCRIPTION
 CS1900
 CS1900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CS1900'IN D-FW REGIONAL AIRPORT.
 CS1900'LOCATED NEAR RUNWAY END 17L, 144.0 FEET SOUTH OF THE SOUTH EDGE OF A
 CS1900'TAXIWAY AND 247.9 FEET WEST OF THE C/L OF RUNWAY 17L-35R.  A STANDARD
 CS1900'TOPOGRAPHIC DISK STAMPED AP 1973 STA C DFW SET IN A DRILL HOLE IN THE
 CS1900'NE CORNER OF A 4X8 FOOT CONCRETE STORM DRAIN WITH STEEL GRATE.
 CS1900
 CS1900                          STATION RECOVERY (1989)
 CS1900
 CS1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CS1900'LOCATED NEAR RUNWAY END 17R, 144.0 FT (43.9 M) SOUTH OF THE SOUTH EDGE
 CS1900'OF A TAXIWAY AND 247.9 FT (75.6 M) WEST OF THE C/L OF RUNWAY 17R-35L.
 CS1900'A STANDARD TOPOGRAPHIC DISK STAMPED AP 1973 STA C DFW SET IN A DRILL
 CS1900'HOLE IN THE NE CORNER OF A 4 FOOT (1.2 M) X 8 FOOT (2.4 M) CONCRETE
 CS1900'STORM DRAIN WITH STEEL GRATE.  NOTE, THE STATION IS 196 FT (59.7 M)
 CS1900'NORTHEAST OF OBST.  LTD.  LIGHTED WINDSOCK.
 CS1900
 CS1900                          STATION RECOVERY (1993)
 CS1900
 CS1900'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993
 CS1900'THE STATION IS LOCATED AT DALLAS FORT WORTH AIRPORT IN THE VICINITY OF
 CS1900'THE END OF RUNWAY 17R. THE STATION IS LOCATED 43.89 M (144.00 FT)
 CS1900'SOUTH OF THE SOUTH EDGE OF THE TAXIWAY AT THE NORTH END OF RUNWAY 17R,
 CS1900'AND 75.56 M (247.90 FT) WEST OF THE CENTERLINE OF RUNWAY 17R. THE MARK
 CS1900'IS A STANDARD CGS TOPOGRAPHIC DISK SET IN A DRILL HOLE IN THE
 CS1900'NORTHEAST CORNER OF A 4X8 FOOT CONCRETE STORM DRAIN WITH A STEEL
 CS1900'GRATE.  THE DISK IS STAMPED --AP 1973 STA C DFW--.
 CS1900
 CS1900                          STATION RECOVERY (1995)
 CS1900
 CS1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS1900'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) NORTHEAST OF FORT WORTH,
 CS1900'16 KM (9.95 MI) NORTHWEST OF DALLAS, 3 KM (1.85 MI) NORTH OF IRVING,
 CS1900'AT THE EAST SIDE OF THE DALLAS/FORT WORTH INTERNATIONAL AIRPORT, IN
 CS1900'THE MEDIAN OF RUNWAY 17R-35L AND THE PARALLEL TAXI, AND NEAR RUNWAY
 CS1900'END 17 R OWNERSHIP--DALLAS/FORT WORTH INTERNATIONAL AIRPORT, P.O.
 CS1900'DRAWER 75261, DALLAS/FORT WORTH AIRPORT, TX 75261.  CONTACT BILL
 CS1900'SHANNON OF OPERATIONS AT 214-574-8959 OR RICK PADDOCK AT 214-574-8735
 CS1900'TO ARRANGE FOR AN ESCORT TO THIS STATION.  TO REACH FROM THE UNDERPASS
 CS1900'AT THE JUNCTION OF STATE HIGHWAYS 360 AND 183, GO EAST-NORTHEAST ON
 CS1900'HIGHWAY 183 FOR 3.3 KM (2.05 MI) TO THE VALLEY VIEW LANE EXIT ON THE
 CS1900'RIGHT.  BEAR RIGHT, SOUTHEAST, ON THE EXIT RAMP AND FRONTAGE ROAD FOR
 CS1900'0.5 KM (0.30 MI) TO THE CROSSROAD OF VALLEY VIEW LANE.  TURN LEFT,
 CS1900'NORTH, ON VALLEY VIEW LANE FOR 3.53 KM (2.20 MI) TO A PAVED CROSSROAD
 CS1900'(WALNUT HILL LANE) .  TURN LEFT, WEST-NORTHWEST, ON WALNUT HILL LANE
 CS1900'FOR 0.25 KM (0.15 MI) TO THE T-JUNCTION OF AIRFIELD DRIVE.  TURN
 CS1900'RIGHT, NORTHEAST, ON EAST AIRFIELD DRIVE FOR 0.5 KM (0.30 MI) TO THE
 CS1900'SOUTH ENTRANCE TO THE AIRPORT ADMINISTRATION BUILDING ON THE RIGHT
 CS1900'(EAST 32ND STREET) .  SECURITY WILL ESCORT YOU FROM HERE.  PASS
 CS1900'THROUGH GATE NUMBER 225 (2E SOUTH GATE, EAST END OF THE SOUTH ENTRANCE
 CS1900'OF DFW BUSINESS CENTER) AND GO EAST FOR 0.64 KM (0.40 MI) TO THE
 CS1900'EASTERLY OF TWO TAXIWAYS ON THE WEST SIDE OF RUNWAY 17R-35L.  TURN
 CS1900'LEFT, NORTH, FOR 0.8 KM (0.50 MI) TO STATION ON RIGHT, IN GRASS
 CS1900'ISLAND.  THE STATION IS SET IN THE TOP OF THE NORTHEAST CORNER OF A 4
 CS1900'X 8 FT (2.4 M) CONCRETE STORM DRAIN.  IT IS 43.9 M (144.0 FT) SOUTH OF
 CS1900'THE SOUTH EDGE OF A TAXI, AND 75.5 M (247.7 FT) WEST OF THE CENTER OF
 CS1900'RUNWAY 17R-35L.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5503 ***********************************************************************
 AA5503  SACS        -  This is a Secondary Airport Control Station.
 AA5503  DESIGNATION -  AP STA D DFW
 AA5503  PID         -  AA5503
 AA5503  STATE/COUNTY-  TX/TARRANT
 AA5503  USGS QUAD   -  GRAPEVINE (1981)
 AA5503
 AA5503                         *CURRENT SURVEY CONTROL
 AA5503  ___________________________________________________________________
 AA5503* NAD 83(1993)-  32 52 47.16913(N)    097 01 52.82311(W)     ADJUSTED  
 AA5503* NAVD 88     -       169.38   (meters)     555.7    (feet)  GPS OBS   
 AA5503  ___________________________________________________________________
 AA5503  X           -    -656,355.371 (meters)                     COMP
 AA5503  Y           -  -5,321,520.142 (meters)                     COMP
 AA5503  Z           -   3,442,845.424 (meters)                     COMP
 AA5503  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 AA5503  ELLIP HEIGHT-         142.26  (meters)          (07/02/01) GPS OBS
 AA5503  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AA5503
 AA5503  HORZ ORDER  -  FIRST
 AA5503  ELLP ORDER  -  FIFTH     CLASS I
 AA5503
 AA5503.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 AA5503
 AA5503.The horizontal coordinates were established by GPS observations
 AA5503.and adjusted by the National Geodetic Survey in February 1996..
 AA5503
 AA5503.The orthometric height was determined by GPS observations and a
 AA5503.high-resolution geoid model.
 AA5503
 AA5503.GPS derived orthometric heights for airport stations designated as
 AA5503.PACS or SACS are published to 2 decimal places.  This maintains
 AA5503.centimeter relative accuracy between the PACS and SACS.  It does
 AA5503.not indicate centimeter accuracy relative to other marks which are
 AA5503.part of the NAVD 88 network.
 AA5503
 AA5503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5503
 AA5503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5503
 AA5503.The ellipsoidal height was determined by GPS observations
 AA5503.and is referenced to NAD 83.
 AA5503
 AA5503.The geoid height was determined by GEOID03.
 AA5503
 AA5503;                    North         East     Units Scale Factor Converg.
 AA5503;SPC TXNC     - 2,135,481.123   737,415.505   MT  0.99987710   +0 48 03.6
 AA5503;SPC TXNC     - 7,006,157.65  2,419,337.37   sFT  0.99987710   +0 48 03.6
 AA5503;UTM  14      - 3,639,676.336   684,168.057   MT  1.00001823   +1 04 08.6
 AA5503
 AA5503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5503!SPC TXNC     -   0.99997767  x   0.99987710  =   0.99985477
 AA5503!UTM  14      -   0.99997767  x   1.00001823  =   0.99999589
 AA5503
 AA5503                          SUPERSEDED SURVEY CONTROL
 AA5503
 AA5503  ELLIP H (09/10/96)  142.38   (m)                       GP(       ) 5 1
 AA5503  ELLIP H (02/16/96)  142.42   (m)                       GP(       ) 5 1
 AA5503  NAD 83(1993)-  32 52 47.16914(N)    097 01 52.82310(W) AD(       ) 1
 AA5503  ELLIP H (06/13/95)  142.42   (m)                       GP(       ) 3 1
 AA5503
 AA5503.Superseded values are not recommended for survey control.
 AA5503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5503.See file dsdata.txt to determine how the superseded data were derived.
 AA5503
 AA5503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8416839676(NAD 83)
 AA5503_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5503_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA5503_SP_SET: CONCRETE STORM DRAIN
 AA5503_STAMPING: AP 1973 STA D DFW
 AA5503_MARK LOGO: NGS   
 AA5503_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5503+STABILITY: SURFACE MOTION
 AA5503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5503+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1995
 AA5503
 AA5503  HISTORY     - Date     Condition        Report By
 AA5503  HISTORY     - 1973     MONUMENTED       NGS
 AA5503  HISTORY     - 19890615 GOOD             NGS
 AA5503  HISTORY     - 19950207 GOOD             NGS
 AA5503
 AA5503                          STATION DESCRIPTION
 AA5503
 AA5503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 AA5503'THE STATION IS LOCATED AT DALLAS FORT WORTH AIRPORT IN THE VICINITY OF
 AA5503'THE END OF RUNWAY 35L. THE STATION IS LOCATED 118.38 M (388.39 FT)
 AA5503'WEST OF THE CENTERLINE OF RUNWAY 17R-35L, AND 49.37 M (161.97 FT) EAST
 AA5503'OF THE EASY EDGE OF THE PARALLEL TAXIWAY ON THE WEST SIDE OF THE
 AA5503'RUNWAY, AND 48.34 M (158.60 FT) SOUTH OF THE SOUTH EDGE OF THE
 AA5503'TAXIWAY. THE MARK IS A STANDARD CGS TOPOGRAPHIC DISK SET IN A DRILL
 AA5503'HOLE IN THE NORTHEAST CORNER OF A 4X6 FOOT CONCRETE STORM DRAIN WITH A
 AA5503'STEEL GRATE.  THE DISK IS STAMPED --AP 1973 STA D DFW--.
 AA5503
 AA5503                          STATION RECOVERY (1989)
 AA5503
 AA5503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA5503'LOCATED NEAR RUNWAY END 35L, 388.4 FT (118.4 M) WEST OF THE C/L OF
 AA5503'RUNWAY 17R-35L, 162.0 FT (49.4 M) EAST OF THE EAST EDGE OF THE
 AA5503'PARALLEL TAXIWAY ON THE WEST SIDE OF THE RUNWAY, AND 158.6 FT (48.3 M)
 AA5503'SOUTH OF THE SOUTH EDGE OF A TAXIWAY.  A STANDARD TOPOGRAPHIC DISK
 AA5503'STAMPED AP 1973 STA D DFW SET IN A DRILL HOLE IN THE NE CORNER OF A 4
 AA5503'FOOT (1.2 M) X 6 FOOT (1.8 M) CONCRETE STORM DRAIN WITH STEEL GRATE.
 AA5503
 AA5503                          STATION RECOVERY (1995)
 AA5503
 AA5503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AA5503'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) NORTHEAST OF FORT WORTH,
 AA5503'16 KM (9.95 MI) NORTHWEST OF DALLAS, 3 KM (1.85 MI) NORTH OF IRVING,
 AA5503'AT THE EAST SIDE OF THE DALLAS/FORT WORTH INTERNATIONAL AIRPORT, IN
 AA5503'THE MEDIAN OF RUNWAY 17R-35L AND THE PARALLEL TAXI, AND NEAR RUNWAY
 AA5503'END 35L.  OWNERSHIP--DALLAS/FORT WORTH INTERNATIONAL AIRPORT, P.O.
 AA5503'DRAWER 619428, DALLAS/FORT WORTH AIRPORT, TX 75261-9428.  CONTACT BILL
 AA5503'SHANNON OF AIRPORT OPERATIONS AT 214-574-8959 OR RICK PADDOCK AT
 AA5503'214-574-8735 TO ARRANGE FOR AN ESCORT TO THIS STATION.  TO REACH FROM
 AA5503'THE UNDERPASS AT THE JUNCTION OF STATE HIGHWAYS 360 AND 183, GO
 AA5503'EAST-NORTHEAST ON HIGHWAY 183 FOR 3.3 KM (2.05 MI) TO THE VALLEY VIEW
 AA5503'LANE EXIT ON THE RIGHT.  BEAR RIGHT, SOUTHEAST, ON THE EXIT RAMP AND
 AA5503'FRONTAGE ROAD FOR 0.5 KM (0.30 MI) TO THE CROSSROAD OF VALLEY VIEW
 AA5503'LANE.  TURN LEFT, NORTH, ON VALLEY VIEW LANE FOR 3.53 KM (2.20 MI) TO
 AA5503'A PAVED CROSSROAD (WALNUT HILL LANE) .  TURN LEFT, WEST-NORTHWEST, ON
 AA5503'WALNUT HILL LANE FOR 0.25 KM (0.15 MI) TO THE T-JUNCTION OF AIRFIELD
 AA5503'DRIVE.  TURN RIGHT, NORTHEAST, ON EAST AIRFIELD DRIVE FOR 0.5 KM (0.30
 AA5503'MI) TO THE SOUTH ENTRANCE TO THE AIRPORT ADMINISTRATION BUILDING ON
 AA5503'THE RIGHT (EAST 32ND STREET) .  SECURITY WILL ESCORT YOU FROM HERE.
 AA5503'PASS THROUGH GATE NUMBER 225 (2E SOUTH GATE, SOUTH ENTRANCE TO DFW
 AA5503'BUSINESS CENTER) AND GO EAST FOR 0.64 KM (0.40 MI) TO THE EASTERLY OF
 AA5503'TWO NORTH-SOUTH TAXIWAYS ON THE WEST SIDE OF RUNWAY 17R-35L.  TURN
 AA5503'RIGHT AND GO SOUTH FOR 1.8 KM (1.10 MI) TO THE STATION, LEFT, IN THE
 AA5503'CIRCULAR GRASS ISLAND.  THE STATION IS SET IN THE TOP OF THE NORTHEAST
 AA5503'CORNER OF A 4 X 6 FT (1.8 M) CONCRETE STORM DRAIN.  IT IS 49.3 M
 AA5503'(161.7 FT) EAST OF THE EAST EDGE OF THE PARALLEL TAXI, 48.3 M (158.5
 AA5503'FT) SOUTH OF THE SOUTH EDGE OF A TAXI, AND 118.4 M (388.5 FT) WEST OF
 AA5503'THE CENTER OF RUNWAY 17R-35L.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6531 ***********************************************************************
 AC6531  SACS        -  This is a Secondary Airport Control Station.
 AC6531  DESIGNATION -  AP STA J MAF
 AC6531  PID         -  AC6531
 AC6531  STATE/COUNTY-  TX/MIDLAND
 AC6531  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 AC6531
 AC6531                         *CURRENT SURVEY CONTROL
 AC6531  ___________________________________________________________________
 AC6531* NAD 83(1993)-  31 56 23.90501(N)    102 11 36.72136(W)     ADJUSTED  
 AC6531* NAVD 88     -       869.25   (meters)    2851.9    (feet)  GPS OBS   
 AC6531  ___________________________________________________________________
 AC6531  X           -  -1,144,423.331 (meters)                     COMP
 AC6531  Y           -  -5,296,061.187 (meters)                     COMP
 AC6531  Z           -   3,355,231.870 (meters)                     COMP
 AC6531  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AC6531  ELLIP HEIGHT-         844.90  (meters)          (08/08/01) GPS OBS
 AC6531  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AC6531
 AC6531  HORZ ORDER  -  FIRST
 AC6531  ELLP ORDER  -  FOURTH    CLASS II
 AC6531
 AC6531.This mark is at Midland Intl (MAF) Airport (MAF)
 AC6531
 AC6531.The horizontal coordinates were established by GPS observations
 AC6531.and adjusted by the National Geodetic Survey in March 1998..
 AC6531
 AC6531.The orthometric height was determined by GPS observations and a
 AC6531.high-resolution geoid model.
 AC6531
 AC6531.GPS derived orthometric heights for airport stations designated as
 AC6531.PACS or SACS are published to 2 decimal places.  This maintains
 AC6531.centimeter relative accuracy between the PACS and SACS.  It does
 AC6531.not indicate centimeter accuracy relative to other marks which are
 AC6531.part of the NAVD 88 network.
 AC6531
 AC6531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6531
 AC6531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6531
 AC6531.The ellipsoidal height was determined by GPS observations
 AC6531.and is referenced to NAD 83.
 AC6531
 AC6531.The geoid height was determined by GEOID03.
 AC6531
 AC6531;                    North         East     Units Scale Factor Converg.
 AC6531;SPC TX C     - 3,253,491.551   524,114.837   MT  1.00001571   -0 57 29.2
 AC6531;SPC TX C     -10,674,163.53  1,719,533.43   sFT  1.00001571   -0 57 29.2
 AC6531;UTM  13      - 3,537,221.378   765,305.352   MT  1.00046816   +1 29 08.1
 AC6531
 AC6531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6531!SPC TX C     -   0.99986735  x   1.00001571  =   0.99988306
 AC6531!UTM  13      -   0.99986735  x   1.00046816  =   1.00033545
 AC6531
 AC6531                          SUPERSEDED SURVEY CONTROL
 AC6531
 AC6531  ELLIP H (03/06/98)  844.89   (m)                       GP(       ) 4 2
 AC6531
 AC6531.Superseded values are not recommended for survey control.
 AC6531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6531.See file dsdata.txt to determine how the superseded data were derived.
 AC6531
 AC6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR6530537221(NAD 83)
 AC6531_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6531_STAMPING: AP STA J 1963
 AC6531_MARK LOGO: CGS   
 AC6531_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6531+STABILITY: SURFACE MOTION
 AC6531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6531+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1995
 AC6531
 AC6531  HISTORY     - Date     Condition        Report By
 AC6531  HISTORY     - 1963     MONUMENTED       CGS
 AC6531  HISTORY     - 19920615 GOOD             CGS
 AC6531  HISTORY     - 19950518 GOOD             NGS
 AC6531
 AC6531                          STATION DESCRIPTION
 AC6531
 AC6531'DESCRIBED BY COAST AND GEODETIC SURVEY 1992
 AC6531'THE STATION IS LOCATED AT THE MIDLAND REGIONAL AIRPORT, ABOUT 10 MILES
 AC6531'(16.1 KM) WEST OF MIDLAND, AND IN EASTERN PART OF THE AIRPORT.  THE
 AC6531'STATION IS A STANDARD USCGS TOPO DISK SET IN A 12 INCH CIRCULAR
 AC6531'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE DISK IS STAMPED AP 1963
 AC6531'STA J.  THE STATION IS LOCATED 200 FT (61.0 M) NE OF THE NE EDGE OF
 AC6531'RUNWAY 10-28 AT THE 28 END, 536.8 FT (163.6 M) NW OF THE NORTH CORNER
 AC6531'OF END 22, AND 634.2 NNW OF THE INTERSECTION OF THE SE EDGE OF 4-22
 AC6531'AND THE NE EDGE OF 10-28 STOPWAY.
 AC6531
 AC6531                          STATION RECOVERY (1995)
 AC6531
 AC6531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6531'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) WEST OF MIDLAND ON THE
 AC6531'MIDLAND INTERNATIONAL AIRPORT, NORTH-NORTHEAST OF THE END OF RUNWAY
 AC6531'28, IN LINE WITH THE THRESHOLD LIGHTS.  OWNERSHIP--CITY OF MIDLAND, PO
 AC6531'BOX 60305, MIDLAND TX, 79711.  THE MANAGER IS KEN A DAY, PHONE 915
 AC6531'560-2200.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND
 AC6531'FARM ROAD 1785 AT THE WEST EDGE OF MIDLAND, GO 2.18 KM (1.35 MI) NORTH
 AC6531'ALONG ROAD 1785 TO SLOAN FIELD BLVD.  TURN RIGHT, NORTHEAST, GO 1.76
 AC6531'KM (1.10 MI) ALONG THE BLVD TO THE AIRPORT TERMINAL ON THE RIGHT.  THE
 AC6531'MANAGERS OFFICE IS ON THE 2ND FLOOR OF THE TERMINAL, AN ESCORT WILL BE
 AC6531'REQUIRED.  THE STATION IS ON A SMALL MOUND 61.0 M (200.1 FT)
 AC6531'NORTH-NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 28, 59.9 M (196.5 FT)
 AC6531'SOUTHEAST OF THE EAST CORNER OF A STORM DRAIN.  32.7 M (107.3 FT)
 AC6531'NORTHWEST OF THE NORTH CORNER OF A STORM DRAIN, 0.9 M (3.0 FT) BELOW
 AC6531'THE LEVEL OF THE RUNWAY, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST,
 AC6531'AND THE MONUMENT IS PROJECTING 4 CM ABOVE THE GROUND SURFACE.  THIS IS
 AC6531'A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6532 ***********************************************************************
 AC6532  SACS        -  This is a Secondary Airport Control Station.
 AC6532  DESIGNATION -  AP STA K MAF
 AC6532  PID         -  AC6532
 AC6532  STATE/COUNTY-  TX/MIDLAND
 AC6532  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 AC6532
 AC6532                         *CURRENT SURVEY CONTROL
 AC6532  ___________________________________________________________________
 AC6532* NAD 83(1993)-  31 56 54.00597(N)    102 12 57.58064(W)     ADJUSTED  
 AC6532* NAVD 88     -       873.54   (meters)    2865.9    (feet)  GPS OBS   
 AC6532  ___________________________________________________________________
 AC6532  X           -  -1,146,396.349 (meters)                     COMP
 AC6532  Y           -  -5,295,136.213 (meters)                     COMP
 AC6532  Z           -   3,356,021.009 (meters)                     COMP
 AC6532  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AC6532  ELLIP HEIGHT-         849.21  (meters)          (08/08/01) GPS OBS
 AC6532  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AC6532
 AC6532  HORZ ORDER  -  FIRST
 AC6532  ELLP ORDER  -  FOURTH    CLASS II
 AC6532
 AC6532.This mark is at Midland Intl (MAF) Airport (MAF)
 AC6532
 AC6532.The horizontal coordinates were established by GPS observations
 AC6532.and adjusted by the National Geodetic Survey in March 1998..
 AC6532
 AC6532.The orthometric height was determined by GPS observations and a
 AC6532.high-resolution geoid model.
 AC6532
 AC6532.GPS derived orthometric heights for airport stations designated as
 AC6532.PACS or SACS are published to 2 decimal places.  This maintains
 AC6532.centimeter relative accuracy between the PACS and SACS.  It does
 AC6532.not indicate centimeter accuracy relative to other marks which are
 AC6532.part of the NAVD 88 network.
 AC6532
 AC6532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6532
 AC6532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6532
 AC6532.The ellipsoidal height was determined by GPS observations
 AC6532.and is referenced to NAD 83.
 AC6532
 AC6532.The geoid height was determined by GEOID03.
 AC6532
 AC6532;                    North         East     Units Scale Factor Converg.
 AC6532;SPC TX C     - 3,254,454.320   522,007.011   MT  1.00001811   -0 58 10.9
 AC6532;SPC TX C     -10,677,322.21  1,712,618.00   sFT  1.00001811   -0 58 10.9
 AC6532;UTM  13      - 3,538,093.786   763,157.439   MT  1.00045415   +1 28 26.5
 AC6532
 AC6532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6532!SPC TX C     -   0.99986668  x   1.00001811  =   0.99988478
 AC6532!UTM  13      -   0.99986668  x   1.00045415  =   1.00032077
 AC6532
 AC6532                          SUPERSEDED SURVEY CONTROL
 AC6532
 AC6532  ELLIP H (03/06/98)  849.20   (m)                       GP(       ) 4 2
 AC6532
 AC6532.Superseded values are not recommended for survey control.
 AC6532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6532.See file dsdata.txt to determine how the superseded data were derived.
 AC6532
 AC6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR6315738094(NAD 83)
 AC6532_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6532_STAMPING: AP STA K 1963
 AC6532_MARK LOGO: CGS   
 AC6532_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6532+STABILITY: SURFACE MOTION
 AC6532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6532+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1995
 AC6532
 AC6532  HISTORY     - Date     Condition        Report By
 AC6532  HISTORY     - 1963     MONUMENTED       CGS
 AC6532  HISTORY     - 19920615 GOOD             CGS
 AC6532  HISTORY     - 19950518 GOOD             NGS
 AC6532
 AC6532                          STATION DESCRIPTION
 AC6532
 AC6532'DESCRIBED BY COAST AND GEODETIC SURVEY 1992
 AC6532'THE STATION IS LOCATED AT THE MIDLAND REGIONAL AIRPORT, ABOUT 10 MILES
 AC6532'(16.1 KM) WEST OF MIDLAND AND IN THE NW PART OF THE AIRPORT.  THE
 AC6532'STATION IS A STANDARD USCGS TOPO DISK, STAMPED AP 1963 STA K, SET IN
 AC6532'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT SET FLUSH WITH THE
 AC6532'GROUND.  THE STATION IS LOCATED 200 FT (61.0 M) NNE OF THE NORTH
 AC6532'CORNER OF 10 END AND 275 FT (83.8 M) NNE OF THE CENTER LINE END OF 10,
 AC6532'AND BOTH DIMENSIONS ARE IN LINE WITH THE END OF THE RUNWAY.
 AC6532
 AC6532                          STATION RECOVERY (1995)
 AC6532
 AC6532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6532'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) WEST OF MIDLAND ON THE
 AC6532'MIDLAND INTERNATIONAL AIRPORT, NORTH-NORTHEAST OF THE END OF RUNWAY
 AC6532'10, IN LINE WITH THE THRESHOLD LIGHTS.  OWNERSHIP--CITY OF MIDLAND, PO
 AC6532'BOX 60305, MIDLAND TX, 79711.  THE MANAGER IS KEN A DAY, PHONE 915
 AC6532'560-2200.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND
 AC6532'FARM ROAD 1785 AT THE WEST EDGE OF MIDLAND, GO 2.18 KM (1.35 MI) NORTH
 AC6532'ALONG ROAD 1785 TO SLOAN FIELD BLVD.  TURN RIGHT, NORTHEAST, GO 1.76
 AC6532'KM (1.10 MI) ALONG THE BLVD TO THE AIRPORT TERMINAL ON THE RIGHT.  THE
 AC6532'MANAGERS OFFICE IS ON THE 2ND FLOOR OF THE TERMINAL, AN ESCORT WILL BE
 AC6532'REQUIRED.  THE STATION IS 61.0 M (200.1 FT) NORTH-NORTHEAST OF THE
 AC6532'NORTH CORNER OF RUNWAY 10 END, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AC6532'RUNWAY, 0.7 M (2.3 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT
 AC6532'IS FLUSH WITH THE GROUND SURFACE.  THIS IS A SECONDARY AIRPORT CONTROL
 AC6532'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0957 ***********************************************************************
 CD0957  DESIGNATION -  APACHE
 CD0957  PID         -  CD0957
 CD0957  STATE/COUNTY-  TX/CULBERSON
 CD0957  USGS QUAD   -  SEVEN HEART GAP (1972)
 CD0957
 CD0957                         *CURRENT SURVEY CONTROL
 CD0957  ___________________________________________________________________
 CD0957* NAD 83(1993)-  31 17 47.15242(N)    104 31 46.63460(W)     ADJUSTED  
 CD0957* NAVD 88     -      1432.     (meters)    4698.     (feet)  SCALED    
 CD0957  ___________________________________________________________________
 CD0957  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CD0957  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 CD0957
 CD0957  HORZ ORDER  -  FIRST
 CD0957
 CD0957.The horizontal coordinates were established by classical geodetic methods
 CD0957.and adjusted by the National Geodetic Survey in February 1996..
 CD0957
 CD0957.The orthometric height was scaled from a topographic map.
 CD0957
 CD0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0957
 CD0957.The geoid height was determined by GEOID03.
 CD0957
 CD0957;                    North         East     Units Scale Factor Converg.
 CD0957;SPC TX C     - 3,188,202.492   300,618.436   MT  0.99989495   -2 09 40.8
 CD0957;SPC TX C     -10,459,961.01    986,278.99   sFT  0.99989495   -2 09 40.8
 CD0957;UTM  13      - 3,462,550.172   544,765.981   MT  0.99962472   +0 14 39.7
 CD0957
 CD0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0957!SPC TX C     -   0.99977866  x   0.99989495  =   0.99967363
 CD0957!UTM  13      -   0.99977866  x   0.99962472  =   0.99940346
 CD0957
 CD0957:                Primary Azimuth Mark                     Grid Az
 CD0957:SPC TX C     -  APACHE AZ MK                             117 04 39.1
 CD0957:UTM  13      -  APACHE AZ MK                             114 40 18.6
 CD0957
 CD0957|---------------------------------------------------------------------|
 CD0957| PID    Reference Object                     Distance      Geod. Az  |
 CD0957|                                                           dddmmss.s |
 CD0957| CH7858 APACHE AZ MK                                       1145458.3 |
 CD0957| CH7860 APACHE RM 2                           7.932 METERS 12945     |
 CD0957| CH7859 APACHE RM 1                           6.050 METERS 34341     |
 CD0957|---------------------------------------------------------------------|
 CD0957
 CD0957                          SUPERSEDED SURVEY CONTROL
 CD0957
 CD0957  NAD 83(1986)-  31 17 47.15362(N)    104 31 46.63228(W) AD(       ) 1
 CD0957  NAD 27      -  31 17 46.68600(N)    104 31 44.88000(W) AD(       ) 1
 CD0957
 CD0957.Superseded values are not recommended for survey control.
 CD0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0957.See file dsdata.txt to determine how the superseded data were derived.
 CD0957
 CD0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ4476662550(NAD 83)
 CD0957_MARKER: DS = TRIANGULATION STATION DISK
 CD0957_SETTING: 66 = SET IN ROCK OUTCROP
 CD0957
 CD0957  HISTORY     - Date     Condition        Report By
 CD0957  HISTORY     - 1943     MONUMENTED       CGS
 CD0957
 CD0957                          STATION DESCRIPTION
 CD0957
 CD0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0957'STATION IS ON A PROMINENT ROCKY RIDGE, THE FIRST HIGH TOP,
 CD0957'LYING ABOUT 1 MILE S OF THE SUMMIT OF THE PASS OF THE
 CD0957'VAN HORN-KNOX BREWER RANCH ROAD.  IT IS ABOUT 26.0 MILES
 CD0957'(AIRLINE) NE OF VAN HORN AND ABOUT 8.0 MILES SW OF THE
 CD0957'KNOX-BREWER HEADQUARTERS.
 CD0957'
 CD0957'STATION IS ON THE HIGHEST POINT OF A PROMINENT ROCKY RIDGE
 CD0957'THAT IS A SHEER CLIFF ON S SIDE.  A BRONZE STATION DISK
 CD0957'SET IN ROCK OUTCROP, STAMPED APACHE 1943.
 CD0957'
 CD0957'REFERENCE MARK 1 IS NNW OF THE STATION.  A BRONZE REFERENCE
 CD0957'DISK SET IN BEDROCK.  STAMPED APACHE NO 1 1943.
 CD0957'
 CD0957'REFERENCE MARK 2 IS SE OF THE STATION.  A BRONZE REFERENCE
 CD0957'DISK SET IN BEDROCK.  STAMPED APACHE NO 2 1943.
 CD0957'
 CD0957'AZIMUTH MARK IS 1/4 MILE ESE OF THE STATION, AT THE HIGHEST
 CD0957'PART OF A SMALLER RISE ON THE SAME RIDGE AS THE STATION.  A
 CD0957'BRONZE AZIMUTH DISK SET IN BEDROCK.  STAMPED APACHE 1943.
 CD0957'
 CD0957'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 54 AND U.S. HIGHWAY
 CD0957'80 IN VAN HORN.  GO E ON HIGHWAY 80 FOR 8.0 MILES TO THE
 CD0957'WILD HORSE RAILROAD STATION.  TURN LEFT AND GO N AND NE ON
 CD0957'BLADED ROAD FOR 24.8 MILES TO TOP OF DIVIDE.  TURN RIGHT,
 CD0957'S, OFF ROAD AND FOLLOW ALONG TOP OF RIDGE ACROSS COUNTRY FOR
 CD0957'1-1/2 MILES TO A POINT ALONG DIVIDE ABOUT 1/2 MILE E OF THE
 CD0957'STATION.  FROM HERE PACK DOWN ACROSS A LOW SADDLE AND UP THE
 CD0957'ROCKY SLOPE TO TOP OF THE RIDGE AND STATION.
 CD0957'
 CD0957'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1019 ***********************************************************************
 AW1019  DESIGNATION -  APOLLO
 AW1019  PID         -  AW1019
 AW1019  STATE/COUNTY-  TX/HARRIS
 AW1019  USGS QUAD   -  LEAGUE CITY (1995)
 AW1019
 AW1019                         *CURRENT SURVEY CONTROL
 AW1019  ___________________________________________________________________
 AW1019* NAD 83(1993)-  29 33 25.84707(N)    095 05 21.74839(W)     ADJUSTED  
 AW1019* NAVD 88     -         4.753  (meters)      15.59   (feet)  ADJUSTED  
 AW1019  ___________________________________________________________________
 AW1019  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AW1019  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1019  DYNAMIC HT  -           4.746 (meters)      15.57  (feet)  COMP
 AW1019  MODELED GRAV-     979,273.3   (mgal)                       NAVD 88
 AW1019
 AW1019  HORZ ORDER  -  SECOND
 AW1019  VERT ORDER  -  FIRST     CLASS II
 AW1019
 AW1019.The horizontal coordinates were established by classical geodetic methods
 AW1019.and adjusted by the National Geodetic Survey in February 1996..
 AW1019
 AW1019.The orthometric height was determined by differential leveling
 AW1019.and adjusted by the National Geodetic Survey in June 1991..
 AW1019
 AW1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1019
 AW1019.The geoid height was determined by GEOID03.
 AW1019
 AW1019.The dynamic height is computed by dividing the NAVD 88
 AW1019.geopotential number by the normal gravity value computed on the
 AW1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1019.degrees latitude (g = 980.6199 gals.).
 AW1019
 AW1019.The modeled gravity was interpolated from observed gravity values.
 AW1019
 AW1019;                    North         East     Units Scale Factor Converg.
 AW1019;SPC TXSC     - 4,197,382.968   978,866.017   MT  0.99987074   +1 54 57.1
 AW1019;SPC TXSC     -13,770,913.95  3,211,496.26   sFT  0.99987074   +1 54 57.1
 AW1019;UTM  15      - 3,271,540.132   297,572.818   MT  1.00010563   -1 01 51.7
 AW1019
 AW1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1019!SPC TXSC     -   1.00000350  x   0.99987074  =   0.99987424
 AW1019!UTM  15      -   1.00000350  x   1.00010563  =   1.00010913
 AW1019
 AW1019                          SUPERSEDED SURVEY CONTROL
 AW1019
 AW1019  NAD 83(1986)-  29 33 25.86364(N)    095 05 21.72842(W) AD(       ) 2
 AW1019  NAD 27      -  29 33 25.02432(N)    095 05 20.97702(W) AD(       ) 2
 AW1019  NGVD 29 (12/23/87)    4.749  (m)           15.58   (f) ADJUSTED    1 2
 AW1019
 AW1019.Superseded values are not recommended for survey control.
 AW1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1019.See file dsdata.txt to determine how the superseded data were derived.
 AW1019
 AW1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9757371540(NAD 83)
 AW1019_MARKER: Z = SEE DESCRIPTION
 AW1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1019_SP_SET: CONCRETE POST
 AW1019_MARK LOGO: NONE  
 AW1019_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1019+STABILITY: SURFACE MOTION
 AW1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1019+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 AW1019
 AW1019  HISTORY     - Date     Condition        Report By
 AW1019  HISTORY     - 1968     MONUMENTED       CGS
 AW1019  HISTORY     - 1968     GOOD             CGS
 AW1019  HISTORY     - 1973     GOOD             NGS
 AW1019  HISTORY     - 1978     GOOD             NGS
 AW1019  HISTORY     - 19841010 GOOD             NGS
 AW1019  HISTORY     - 1986     GOOD             NGS
 AW1019  HISTORY     - 1987     GOOD             USPSQD
 AW1019  HISTORY     - 1987     GOOD             USPSQD
 AW1019  HISTORY     - 1988     GOOD             USPSQD
 AW1019  HISTORY     - 1988     GOOD             USPSQD
 AW1019  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1019  HISTORY     - 1989     GOOD             USPSQD
 AW1019  HISTORY     - 1989     GOOD             USPSQD
 AW1019  HISTORY     - 1989     GOOD             USPSQD
 AW1019  HISTORY     - 19910216 GOOD             USPSQD
 AW1019  HISTORY     - 20050622 GOOD             NASA
 AW1019
 AW1019                          STATION DESCRIPTION
 AW1019
 AW1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW1019'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF ONE
 AW1019'ERROR.  REFERENCE MARK 2 IS EAST OF THE STATION INSTEAD OF WEST.
 AW1019'
 AW1019'A GEODIMETER TRAVERSE WAS MADE TO TRIANGULATION STATION NASA.  THE
 AW1019'DISTANCE BEING 470.715 METERS, OR (1544.34 FEET).
 AW1019
 AW1019                          STATION RECOVERY (1973)
 AW1019
 AW1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1019'IN JMC.
 AW1019'AT THE LYNDON B. JOHNSON SPACECRAFT CENTER, 0.45 MILE SOUTH ALONG
 AW1019'SECOND STREET FROM THE JUNCTION OF AVENUE B, THENCE 0.1 MILE EAST
 AW1019'ALONG DELTA LINK ROAD, IN A HEDGE ROW BETWEEN PARKING LOTS B-2 AND
 AW1019'B-3, 9 FEET NORTH OF THE NORTH CURB OF PARKING LOT B-2, 5.0 FEET SOUTH
 AW1019'OF THE CENTER OF A SIDEWALK, IN THE CENTER OF THREE METAL PIPES WHICH
 AW1019'ARE 3.0 FEET APART AND ARE CONNECTED BY A CHAIN, A ROD IN THE TOP OF A
 AW1019'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AW1019
 AW1019                          STATION RECOVERY (1978)
 AW1019
 AW1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1019'RECOVERED IN GOOD CONDITION.
 AW1019
 AW1019                          STATION RECOVERY (1984)
 AW1019
 AW1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AW1019'RECOVERED AS DESCRIBED.
 AW1019
 AW1019                          STATION RECOVERY (1986)
 AW1019
 AW1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1019'RECOVERED IN GOOD CONDITION.
 AW1019
 AW1019                          STATION RECOVERY (1987)
 AW1019
 AW1019'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW1019'RECOVERED IN GOOD CONDITION.
 AW1019
 AW1019                          STATION RECOVERY (1987)
 AW1019
 AW1019'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1019'RECOVERED IN GOOD CONDITION.
 AW1019
 AW1019                          STATION RECOVERY (1988)
 AW1019
 AW1019'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1019'RECOVERED IN GOOD CONDITION.
 AW1019
 AW1019                          STATION RECOVERY (1988)
 AW1019
 AW1019'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1019'RECOVERED IN GOOD CONDITION.
 AW1019
 AW1019                          STATION RECOVERY (1988)
 AW1019
 AW1019'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1019'MARK NOT FOUND.
 AW1019
 AW1019                          STATION RECOVERY (1989)
 AW1019
 AW1019'RECOVERY NOTE BY US POWER SQUADRON 1989 (TPO)
 AW1019'RECOVERED IN GOOD CONDITION.
 AW1019
 AW1019                          STATION RECOVERY (1989)
 AW1019
 AW1019'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1019'RECOVERED IN GOOD CONDITION.
 AW1019
 AW1019                          STATION RECOVERY (1989)
 AW1019
 AW1019'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW1019'RECOVERED IN GOOD CONDITION.
 AW1019
 AW1019                          STATION RECOVERY (1991)
 AW1019
 AW1019'RECOVERY NOTE BY US POWER SQUADRON 1991 (ER)
 AW1019'RECOVERED IN GOOD CONDITION.
 AW1019
 AW1019                          STATION RECOVERY (2005)
 AW1019
 AW1019'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0459 ***********************************************************************
 BO0459  DESIGNATION -  APPELT
 BO0459  PID         -  BO0459
 BO0459  STATE/COUNTY-  TX/EDWARDS
 BO0459  USGS QUAD   -  HARRISON RANCH (1987)
 BO0459
 BO0459                         *CURRENT SURVEY CONTROL
 BO0459  ___________________________________________________________________
 BO0459* NAD 83(1993)-  30 15 56.73565(N)    100 27 26.47621(W)     ADJUSTED  
 BO0459* NAVD 88     -       707.72   (+/-2cm)    2321.9    (feet)  VERTCON   
 BO0459  ___________________________________________________________________
 BO0459  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 BO0459  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BO0459
 BO0459  HORZ ORDER  -  FIRST
 BO0459  VERT ORDER  -  THIRD ? (See Below)
 BO0459
 BO0459.The horizontal coordinates were established by classical geodetic methods
 BO0459.and adjusted by the National Geodetic Survey in February 1996..
 BO0459
 BO0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0459.The vertical order pertains to the NGVD 29 superseded value.
 BO0459
 BO0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0459
 BO0459.The geoid height was determined by GEOID03.
 BO0459
 BO0459;                    North         East     Units Scale Factor Converg.
 BO0459;SPC TXSC     - 4,270,462.360   459,765.800   MT  0.99999497   -0 42 50.3
 BO0459;SPC TXSC     -14,010,675.26  1,508,414.96   sFT  0.99999497   -0 42 50.3
 BO0459;UTM  14      - 3,349,133.028   359,810.068   MT  0.99984246   -0 44 04.7
 BO0459
 BO0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0459!SPC TXSC     -   0.99989236  x   0.99999497  =   0.99988734
 BO0459!UTM  14      -   0.99989236  x   0.99984246  =   0.99973484
 BO0459
 BO0459:                Primary Azimuth Mark                     Grid Az
 BO0459:SPC TXSC     -  APPELT AZ MK                             064 24 54.9
 BO0459:UTM  14      -  APPELT AZ MK                             064 26 09.3
 BO0459
 BO0459|---------------------------------------------------------------------|
 BO0459| PID    Reference Object                     Distance      Geod. Az  |
 BO0459|                                                           dddmmss.s |
 BO0459| CV3656 APPELT AZ MK                                       0634204.6 |
 BO0459| CV3657 APPELT RM 1                          65.690 METERS 09536     |
 BO0459| BO0462 A M ET                              APPROX.10.8 KM 2675827.8 |
 BO0459| CV3658 APPELT RM 2                          60.985 METERS 31210     |
 BO0459|---------------------------------------------------------------------|
 BO0459
 BO0459                          SUPERSEDED SURVEY CONTROL
 BO0459
 BO0459  NAD 83(1986)-  30 15 56.73473(N)    100 27 26.46401(W) AD(       ) 1
 BO0459  NAD 27      -  30 15 56.02600(N)    100 27 25.15300(W) AD(       ) 1
 BO0459  NGVD 29 (07/19/86)  707.59   (m)         2321.5    (f) LEVELING    3  
 BO0459
 BO0459.Superseded values are not recommended for survey control.
 BO0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0459.See file dsdata.txt to determine how the superseded data were derived.
 BO0459
 BO0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU5981049133(NAD 83)
 BO0459_MARKER: DS = TRIANGULATION STATION DISK
 BO0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0459
 BO0459  HISTORY     - Date     Condition        Report By
 BO0459  HISTORY     - 1935     MONUMENTED       CGS
 BO0459  HISTORY     - 1949     GOOD             CGS
 BO0459  HISTORY     - 1963     GOOD             USGS
 BO0459  HISTORY     - 1971     GOOD             USGS
 BO0459
 BO0459                          STATION DESCRIPTION
 BO0459
 BO0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0459'STATION IS LOCATED ON THE DIVIDE BETWEEN THE DEVILS AND LLANO
 BO0459'RIVERS, ON A HIGH, FLAT RIDGE, ON RANCH OWNED BY MR. OSCAR APPELT,
 BO0459'WHO LIVES ABOUT 1-3/4 MILES NNW OF STATION, AND 22-1/2 MILES
 BO0459'NW OF ROCKSPRINGS.  STATION IS 24 FEET N OF E-W FENCE, PROJECTING
 BO0459'ABOUT 8 INCHES ABOVE THE SURFACE.
 BO0459'
 BO0459'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BO0459'CONCRETE.
 BO0459'
 BO0459'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 BO0459'HOLE IN BEDROCK 18 INCHES BELOW THE SURFACE OF GROUND.
 BO0459'
 BO0459'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 BO0459'IN OUTCROPPING BEDROCK.
 BO0459'
 BO0459'REFERENCE MARK NO. 1 IS 215.43 FEET ENE OF STATION, 1-1/2 FEET
 BO0459'N OF E-W FENCE, AND PROJECTS ABOUT 10 INCHES.
 BO0459'
 BO0459'REFERENCE MARK NO. 2 IS 200.06 FEET WNW OF STATION, AND PROJECTS
 BO0459'ABOUT 12 INCHES.
 BO0459'
 BO0459'AZIMUTH MARK IS APPROXIMATELY 0.75 MILE ENE OF STATION SET IN
 BO0459'BEDROCK, 75 FEET SE OF SINGLE LIVE OAK TREE AND 65 FEET SW OF A
 BO0459'DOUBLE BARREL OAK TREE.  REACHED BY DRIVING ENE ACROSS PASTURE
 BO0459'FOR 0.75 MILE.
 BO0459'
 BO0459'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND
 BO0459'277 ABOUT 0.3 MILE SE OF THE MAIN CORNER OF THE TOWN OF SONORA BY
 BO0459'GOING S ON U.S. HIGHWAY 277 (PAVED) FOR 13.25 MILES, TAKE LEFT
 BO0459'FORK (GRADED ROAD) AT ARROW ROCKSPRINGS 47.  PROCEED 14.0 MILES OR
 BO0459'3.3 MILES PAST CUSENBERRY RANCH ON RIGHT TO A BUMPER GATE ON LEFT
 BO0459'WITH SIGN RANCH EXPERIMENT STATION AND A ROAD LEADING E.  (THIS
 BO0459'POINT MAY BE REACHED FROM THE POST OFFICE IN ROCKSPRINGS BY
 BO0459'GOING W ON STATE HIGHWAY 41 FOR 0.3 MILE AND TAKE RIGHT GRAVEL
 BO0459'FORK LEAVING STATE HIGHWAY 41 AT THREE POINTS TOURIST CAMP AND
 BO0459'FOLLOW MAIN ROAD (SONORA ROAD) 30.45 MILES OR 3.75 MILES PAST
 BO0459'HOUSE AND WINDMILLS ON RIGHT TO THE ABOVE POINT.) FOLLOW MAIN
 BO0459'RANCH ROAD LEADING IN AN EASTERLY DIRECTION FOR 2.7 MILES,
 BO0459'PASS THROUGH GATE WITH WINDMILL, CORRAL AND RESERVOIR ON LEFT.
 BO0459'PROCEED 1.9 MILES, TAKE RIGHT FORK FOR 0.4 MILE TO OSCAR
 BO0459'APPELTS RANCH, TAKE RIGHT FORK (ABOUT 1/4 MILE SW OF MR.
 BO0459'APPELTS HOUSE) JUST BEFORE REACHING HAND GATE AT A SHACK ON RIGHT
 BO0459'AND FOLLOW MAIN RANCH ROAD IN A SOUTHERLY DIRECTION FOR 0.8
 BO0459'MILE, TAKE LEFT FORK (SE) 1.1 MILES TO A GATE ACROSS ROAD, TURN
 BO0459'LEFT (E) ALONG N SIDE OF FENCE FOR 0.1 MILE TO HIGHEST GROUND
 BO0459'AND STATION.
 BO0459'
 BO0459'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BO0459
 BO0459                          STATION RECOVERY (1949)
 BO0459
 BO0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (FDT)
 BO0459'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BO0459'DESCRIPTION FOR REACHING STATION IS NOW OBSOLETE SINCE MOST OF THE
 BO0459'ROADS AND GATES HAVE BEEN CHANGED.  ROCKSPRINGS ROAD HAS BEEN
 BO0459'CHANGED ALSO.  PROCEED TO GRAVEL ROAD (13.25 MILES S OF SONORA)
 BO0459'AND FOLLOW 13.7 OR 3.3 MILES PAST CUSENBERRY RANCH HOUSE ON LEFT
 BO0459'TO SIGN INDICATING DON HARRISON RANCH ON LEFT.  PASS THROUGH
 BO0459'GATE AND FOLLOW ROAD TO RANCH HOUSE WHERE INSTRUCTION TO REACH
 BO0459'STATION MAY BE OBTAINED.
 BO0459
 BO0459                          STATION RECOVERY (1963)
 BO0459
 BO0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BO0459'STATION, R.M.S AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 BO0459'
 BO0459'TO REACH FROM THE INTERSECTION OF U.S. 290 AND RANCH ROAD 1691,
 BO0459'PROCEED 25 MI. SOUTHEAST ALONG RANCH ROAD 1691 TO AN ALUMINUM
 BO0459'GATE ON THE RIGHT.  THENCE RIGHT THROUGH GATE AND PROCEED SOUTH,
 BO0459'SOUTHWEST AND WEST ALONG A GOOD RANCH (PRIVATE) ROAD FIVE MILES
 BO0459'TO THE HARRISON RANCH HEADQUARTERS.  (BEST FIRST TO CALL OR
 BO0459'CONTACT MR. GUS EUSTACE, FOREMAN).  THENCE SOUTH FROM HDQTRS.
 BO0459'1.7 MI. TO A RED BUMP GATE IN E-W FENCE. THENCE EAST ALONG N
 BO0459'SIDE OF FENCE 0.6 MI. TO A WINDMILL.  STATION IS 250 YARDS EAST
 BO0459'OF WINDMILL, 24 FT. NORTH OF NET FENCE.
 BO0459
 BO0459                          STATION RECOVERY (1971)
 BO0459
 BO0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0459'THE STATION IS LOCATED SOUTHEAST 24 MILES AIRLINE DISTANCE FROM
 BO0459'SONORA, TEXAS, NORTHWEST 24 MILES AIRLINE DISTANCE FROM
 BO0459'ROCKSPRINGS, TEXAS, AND NORTHEAST 4 MILES AIRLINE DISTANCE FROM
 BO0459'STATE HIGHWAY 55, ON LAND OWNED BY D.J. HARRISON, SONORA, TEXAS.
 BO0459'
 BO0459'TO REACH FROM SONORA, TEXAS, GO 12.6 MILES SOUTHEAST ON RANCH
 BO0459'ROAD 1691 TO END, CONTINUE 12.4 MILES SOUTHEAST ON GRAVEL ROAD TO
 BO0459'HARRISON RANCH ENTRANCE RIGHT, GO 5.0 MILES SOUTHWEST AND WEST ON
 BO0459'BLADED ROAD TO RANCH, CONTINUE 2.2 MILES SOUTH ON BLADED ROAD
 BO0459'TO TRACK ROAD LEFT (EAST) JUST NORTH OF CATTLEGUARD IN EAST-WEST
 BO0459'FENCE, GO 0.8 MILES EAST ON TRACK ROAD TO STATION SITE.  1100
 BO0459'FEET EAST OF WINDMILL, 24 FEET NORTH OF EAST-WEST FENCE, AND
 BO0459'10 FEET SOUTH OF USC AND GS WITNESS SIGN MOUNTED ON A METAL
 BO0459'POST.  (NOTE--STATION CAN ALSO BE REACHED FROM STATE HIGHWAY
 BO0459'55).
 BO0459'
 BO0459'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 BO0459'DISKS SET IN ROUND CONCRETE POSTS.
 BO0459'
 BO0459'STATION MARK--DISK PROJECTING 0.8 FEET ABOVE GROUND, AND STAMPED
 BO0459'APPELT 1935.
 BO0459'
 BO0459'REFERENCE MARK NO. 1--DISK PROJECTING 0.4 FEET ABOVE GROUND,
 BO0459'AND STAMPED APPELT-NO. 1 1935.  IT IS 1 FOOT NORTH OF FENCE.
 BO0459'
 BO0459'REFERENCE MARK NO. 2--DISK PROJECTING 1.0 FEET ABOVE GROUND,
 BO0459'AND STAMPED APPELT-NO. 2 1935.
 BO0459'
 BO0459'STATION A-M ET 1971, IS VISIBLE FROM THE GROUND AT THIS STATION
 BO0459'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE
 BO0459'FROM A SCAFFOLD, AT A HEIGHT OF 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0736 ***********************************************************************
 BY0736  DESIGNATION -  APPLE
 BY0736  PID         -  BY0736
 BY0736  STATE/COUNTY-  TX/TRINITY
 BY0736  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0736
 BY0736                         *CURRENT SURVEY CONTROL
 BY0736  ___________________________________________________________________
 BY0736* NAD 83(1993)-  31 14 47.98766(N)    094 56 18.09574(W)     ADJUSTED  
 BY0736* NAVD 88     -        90.21   (+/-2cm)     296.0    (feet)  VERTCON   
 BY0736  ___________________________________________________________________
 BY0736  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 BY0736  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BY0736
 BY0736  HORZ ORDER  -  SECOND
 BY0736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0736
 BY0736.The horizontal coordinates were established by classical geodetic methods
 BY0736.and adjusted by the National Geodetic Survey in February 1996..
 BY0736
 BY0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0736.The vertical order pertains to the NGVD 29 superseded value.
 BY0736
 BY0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0736
 BY0736.The geoid height was determined by GEOID03.
 BY0736
 BY0736;                    North         East     Units Scale Factor Converg.
 BY0736;SPC TX C     - 3,187,609.429 1,213,654.446   MT  0.99989087   +2 46 43.4
 BY0736;SPC TX C     -10,458,015.27  3,981,797.96   sFT  0.99989087   +2 46 43.4
 BY0736;UTM  15      - 3,458,558.956   315,414.056   MT  1.00002028   -1 00 20.7
 BY0736
 BY0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0736!SPC TX C     -   0.99999013  x   0.99989087  =   0.99988100
 BY0736!UTM  15      -   0.99999013  x   1.00002028  =   1.00001041
 BY0736
 BY0736:                Primary Azimuth Mark                     Grid Az
 BY0736:SPC TX C     -  APPLE AZ MK                              135 57 44.6
 BY0736:UTM  15      -  APPLE AZ MK                              139 44 48.7
 BY0736
 BY0736|---------------------------------------------------------------------|
 BY0736| PID    Reference Object                     Distance      Geod. Az  |
 BY0736|                                                           dddmmss.s |
 BY0736| BY0737 APPLE AZ MK                                        1384428.0 |
 BY0736| CV8021 APPLE RM 1                           31.836 METERS 24508     |
 BY0736| CV8022 APPLE RM 2                           37.350 METERS 34909     |
 BY0736|---------------------------------------------------------------------|
 BY0736
 BY0736                          SUPERSEDED SURVEY CONTROL
 BY0736
 BY0736  NAD 83(1986)-  31 14 47.99849(N)    094 56 18.08286(W) AD(       ) 2
 BY0736  NAD 27      -  31 14 47.33300(N)    094 56 17.31900(W) AD(       ) 2
 BY0736  NGVD 29 (??/??/92)   90.253  (m)          296.11   (f) ADJ UNCH    2 0
 BY0736
 BY0736.Superseded values are not recommended for survey control.
 BY0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0736.See file dsdata.txt to determine how the superseded data were derived.
 BY0736
 BY0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ1541458559(NAD 83)
 BY0736_MARKER: DD = SURVEY DISK
 BY0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0736_STAMPING: APPLE
 BY0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0736+STABILITY: SURFACE MOTION
 BY0736
 BY0736  HISTORY     - Date     Condition        Report By
 BY0736  HISTORY     - 1949     MONUMENTED       USE
 BY0736  HISTORY     - 1948     GOOD             NGS
 BY0736
 BY0736                          STATION DESCRIPTION
 BY0736
 BY0736'DESCRIBED BY US ENGINEERS 1949 (RLE)
 BY0736'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF THE
 BY0736'VILLAGE OF APPLE SPRINGS, 0.35 MILE SOUTHEAST OF STATE HIGHWAY
 BY0736'94, 125 FEET NORTH OF THE CENTER OF THE GRADED ROAD, AND 2
 BY0736'FEET NORTHWEST OF A WITNESS POST.  IT IS A STANDARD U.S.
 BY0736'ENGINEER DEPARTMENT BRONZE DISK, STAMPED APPLE, SET IN A
 BY0736'12-INCH SQUARE CONCRETE BLOCK THAT IS FLUSH WITH THE GROUND.
 BY0736'
 BY0736'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF
 BY0736'THE ROAD.  IT IS STAMPED APPLE NO 1 1949 AND PROJECTS 6
 BY0736'INCHES ABOVE THE GROUND.
 BY0736'
 BY0736'REFERENCE MARK NO. 2 IS NORTH OF THE STATION AND PROJECTS
 BY0736'6 INCHES.  IT IS STAMPED APPLE NO 2 1949.
 BY0736'
 BY0736'THE AZIMUTH MARK IS 0.2 MILE SOUTHEAST FROM THE STATION,
 BY0736'25 FEET NORTH OF THE CENTER OF THE ROAD, AND 1.5 FEET EAST
 BY0736'OF A WITNESS POST.  IT IS A STANDARD U.S. ENGINEER DEPARTMENT
 BY0736'BRONZE DISK, STAMPED AZIMUTH, SET IN A 10-INCH SQUARE CONCRETE
 BY0736'BLOCK THAT IS FLUSH WITH THE GROUND.
 BY0736'
 BY0736'TO REACH THE STATION FROM THE POST OFFICE IN APPLE SPRINGS,
 BY0736'GO NORTHEAST ON STATE HIGHWAY 94 FOR 2.4 MILES TO A SIDE
 BY0736'ROAD AND SIGN NIGTON 4 APPLE SPRINGS 2 ON THE RIGHT, TURN
 BY0736'RIGHT ON THE GRADED ROAD AND GO SOUTHEAST FOR 0.35 MILE TO
 BY0736'TOP OF GRADE AND THE STATION ON THE LEFT.  CONTINUE SOUTHEAST
 BY0736'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BY0736'
 BY0736'A 113 FOOT SIGNAL AT NOGALUS IS VISIBLE AT 64 FEET.
 BY0736'
 BY0736'A 100 FOOT SIGNAL AT GRANVILLE (USE) IS VISIBLE AT 64 FEET.
 BY0736'
 BY0736'A 100 FOOT SIGNAL AT MT ZION IS VISIBLE AT 64 FEET.
 BY0736'
 BY0736'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BY0736
 BY0736                          STATION RECOVERY (1948)
 BY0736
 BY0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BY0736'2.7 MI SE FROM APPLE SPRINGS.
 BY0736'2.3 MILES NORTHEAST ALONG STATE HIGHWAY NO. 94 FROM THE APPLE SPRINGS
 BY0736'LODGE AT APPLE SPRINGS, THENCE 0.4 MILE SOUTHEAST ALONG FOREST SERVICE
 BY0736'ROAD NO. 10, AT THE TOP OF A RIDGE, 126.0 FEET NORTHEAST OF THE CENTER
 BY0736'LINE OF THE ROAD MEASURED FROM A POINT WHICH IS ABOUT 100.0 FEET
 BY0736'SOUTHEAST OF THE HIGHEST POINT OF THE ROAD, 97.2 FEET NORTHEAST OF A
 BY0736'10-INCH HICKORY TREE WHICH HAS A TRIANGULAR BLAZE ON THE SOUTHWEST
 BY0736'SIDE, 22.5 FEET NORTHWEST OF A 12-INCH HICKORY TREE WHICH HAS A
 BY0736'TRIANGULAR BLAZE ON THE NORTHWEST SIDE, 1.5 FEET NORTHWEST OF A
 BY0736'REFERENCE POST WHICH IS SURROUNDED BY A MOUND OF BROKEN CONCRETE, SET
 BY0736'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0737 ***********************************************************************
 BY0737  DESIGNATION -  APPLE AZ MK
 BY0737  PID         -  BY0737
 BY0737  STATE/COUNTY-  TX/TRINITY
 BY0737  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0737
 BY0737                         *CURRENT SURVEY CONTROL
 BY0737  ___________________________________________________________________
 BY0737* NAD 83(1986)-  31 14 39.     (N)    094 56 10.     (W)     SCALED    
 BY0737* NAVD 88     -        81.64   (+/-2cm)     267.8    (feet)  VERTCON   
 BY0737  ___________________________________________________________________
 BY0737  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BY0737
 BY0737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0737
 BY0737.The horizontal coordinates were scaled from a topographic map and have
 BY0737.an estimated accuracy of +/- 6 seconds.
 BY0737
 BY0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0737.The vertical order pertains to the NGVD 29 superseded value.
 BY0737
 BY0737.The geoid height was determined by GEOID03.
 BY0737
 BY0737;                    North         East    Units  Estimated Accuracy
 BY0737;SPC TX C     - 3,187,340.    1,213,880.      MT  (+/- 180 meters Scaled)
 BY0737
 BY0737                          SUPERSEDED SURVEY CONTROL
 BY0737
 BY0737  NGVD 29 (??/??/92)   81.680  (m)          267.98   (f) ADJ UNCH    2 0
 BY0737
 BY0737.Superseded values are not recommended for survey control.
 BY0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0737.See file dsdata.txt to determine how the superseded data were derived.
 BY0737
 BY0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ156582(NAD 83)
 BY0737_MARKER: DD = SURVEY DISK
 BY0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0737_STAMPING: APPLE AZIMUTH
 BY0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0737+STABILITY: SURFACE MOTION
 BY0737
 BY0737  HISTORY     - Date     Condition        Report By
 BY0737  HISTORY     - 1949     MONUMENTED       USE
 BY0737  HISTORY     - 1948     GOOD             NGS
 BY0737
 BY0737                          STATION DESCRIPTION
 BY0737
 BY0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY0737'2.9 MI SE FROM APPLE SPRINGS.
 BY0737'2.3 MILES NORTHEAST ALONG STATE HIGHWAY NO. 94 FROM THE APPLE SPRINGS
 BY0737'LODGE AT APPLE SPRINGS, THENCE 0.6 MILE SOUTHEAST ALONG FOREST SERVICE
 BY0737'ROAD NO. 10, 0.2 MILE SOUTHEAST OF THE TOP OF A HILL, 297.5 FEET
 BY0737'NORTHWEST OF A FOREST SERVICE SIGN POINTING TO AND PAINTED SPIKED TREE
 BY0737'NO. 21, 95.0 FEET NORTH OF A 12-INCH OAK TREE WHICH HAS A TRIANGULAR
 BY0737'BLAZE ON THE NORTHEAST SIDE AND WHICH HAS TBM U 18 DRIVEN INTO A ROOT,
 BY0737'25.3 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHEAST
 BY0737'OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 BY0737'GROUND AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1148 ***********************************************************************
 BY1148  DESIGNATION -  APPLEBY
 BY1148  PID         -  BY1148
 BY1148  STATE/COUNTY-  TX/NACOGDOCHES
 BY1148  USGS QUAD   -  APPLEBY (1983)
 BY1148
 BY1148                         *CURRENT SURVEY CONTROL
 BY1148  ___________________________________________________________________
 BY1148* NAD 83(1993)-  31 42 33.11811(N)    094 33 26.12213(W)     ADJUSTED  
 BY1148* NAVD 88     -       183.65   (+/-2cm)     602.5    (feet)  VERTCON   
 BY1148  ___________________________________________________________________
 BY1148  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BY1148  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY1148
 BY1148  HORZ ORDER  -  FIRST
 BY1148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1148
 BY1148.The horizontal coordinates were established by classical geodetic methods
 BY1148.and adjusted by the National Geodetic Survey in February 1996..
 BY1148
 BY1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1148.The vertical order pertains to the NGVD 29 superseded value.
 BY1148
 BY1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1148
 BY1148.The geoid height was determined by GEOID03.
 BY1148
 BY1148;                    North         East     Units Scale Factor Converg.
 BY1148;SPC TX C     - 3,240,642.963 1,247,246.228   MT  0.99995786   +2 58 30.1
 BY1148;SPC TX C     -10,632,009.45  4,092,007.00   sFT  0.99995786   +2 58 30.1
 BY1148;UTM  15      - 3,509,257.554   352,438.293   MT  0.99986855   -0 49 07.2
 BY1148
 BY1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1148!SPC TX C     -   0.99997538  x   0.99995786  =   0.99993324
 BY1148!UTM  15      -   0.99997538  x   0.99986855  =   0.99984394
 BY1148
 BY1148|---------------------------------------------------------------------|
 BY1148| PID    Reference Object                     Distance      Geod. Az  |
 BY1148|                                                           dddmmss.s |
 BY1148| CV8023 APPLEBY RM                           25.710 METERS 08107     |
 BY1148| BY2693 CUSHING                             APPROX.24.2 KM 2881440.1 |
 BY1148|---------------------------------------------------------------------|
 BY1148
 BY1148                          SUPERSEDED SURVEY CONTROL
 BY1148
 BY1148  NAD 83(1986)-  31 42 33.12902(N)    094 33 26.10935(W) AD(       ) 1
 BY1148  NAD 27      -  31 42 32.48800(N)    094 33 25.35900(W) AD(       ) 1
 BY1148  NGVD 29 (??/??/92)  183.654  (m)          602.54   (f) ADJ UNCH    2 0
 BY1148
 BY1148.Superseded values are not recommended for survey control.
 BY1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1148.See file dsdata.txt to determine how the superseded data were derived.
 BY1148
 BY1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR5243809258(NAD 83)
 BY1148_MARKER: DS = TRIANGULATION STATION DISK
 BY1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1148_STAMPING: APPLEBY 1919
 BY1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1148+STABILITY: SURFACE MOTION
 BY1148
 BY1148  HISTORY     - Date     Condition        Report By
 BY1148  HISTORY     - 1919     MONUMENTED       CGS
 BY1148  HISTORY     - 1935     GOOD             CGS
 BY1148  HISTORY     - 1948     GOOD             NGS
 BY1148  HISTORY     - 1949     GOOD             CGS
 BY1148  HISTORY     - 1949     GOOD             CGS
 BY1148  HISTORY     - 1958     GOOD             CGS
 BY1148  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 BY1148  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1148
 BY1148                          STATION DESCRIPTION
 BY1148
 BY1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY1148'STATION IS ABOUT 3-1/4 MILES BY ROAD E OF APPLEBY, 150 METERS
 BY1148'(492 FEET) S OF THE APPLEBY-MILLER MILLS ROAD, ON TOP OF
 BY1148'A HILL, IN EDGE OF A CULTIVATED FIELD BELONGING TO T.J. GREENING
 BY1148'AND 200 METERS (656 FEET) E OF HIS HOUSE.  STATION IS ABOUT
 BY1148'4 METERS (13 FEET) S OF WIRE FENCE SEPARATING PROPERTY OF MR.
 BY1148'GREENING FROM THAT OF MR. CRAWFORD.
 BY1148'
 BY1148'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY1148'DISKS SET IN CONCRETE.
 BY1148'
 BY1148'REFERENCE MARK IS PLACED JUST INSIDE THE WIRE FENCE, AND
 BY1148'25.71 METERS (84.4 FEET) FROM STATION, N 81 DEG 07 MIN E.
 BY1148'
 BY1148'ELEVATION OF STATION, 184.2 METERS (604 FEET).
 BY1148
 BY1148                          STATION RECOVERY (1935)
 BY1148
 BY1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY1148'THIS STATION WAS FOUND AS DESCRIBED, AND IN GOOD CONDITION.
 BY1148'THE DISK OF THE STATION MARK IS BATTERED BUT IS STILL LEGIBLE.
 BY1148'THE STATION AND REFERENCE MARKS ARE ON LAND NOW BELONGING
 BY1148'TO ROY GRAY, AND ARE ON THE TOP OF A HILL E OF THE GREENING
 BY1148'HOUSE.  THE STATION IS IN THE CENTER OF A FOOTPATH THAT LEADS
 BY1148'E UP THE HILL FROM GREENINGS HOUSE.  THERE IS NO FENCE HERE
 BY1148'NOW AS DESCRIBED.  THE REFERENCE MARK WAS FOUND AS DESCRIBED,
 BY1148'AND IN EXCELLENT CONDITION.  IT IS IN A CORN FIELD ABOUT
 BY1148'5-1/2 YARDS N OF THE FOOTPATH LEADING E FROM GREENINGS HOUSE.
 BY1148'THE REFERENCE MARK WAS FOUND COVERED OVER, AND IS LIKELY
 BY1148'TO AGAIN BECOME COVERED.
 BY1148'
 BY1148'TO REACH STATION FROM APPLEBY, GO SE ON MAIN STREET OF TOWN
 BY1148'0.4 MILE TO WHITE HOUSE ON LEFT.  TAKE LEFT TURN JUST BEYOND
 BY1148'THIS HOUSE AND GO 0.2 MILE TO CHURCH ON RIGHT.  TAKE LEFT
 BY1148'AT CHURCH AND GO 0.9 MILE TO FORK OF ROADS.  TAKE RIGHT
 BY1148'AT FORK AND GO 1.8 MILES TO GREENING HOUSE, A SMALL UNPAINTED
 BY1148'HOUSE ON RIGHT SIDE OF ROAD.
 BY1148
 BY1148                          STATION RECOVERY (1948)
 BY1148
 BY1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BY1148'3.5 MI E FROM APPLEBY.
 BY1148'3.5 MILES EAST ALONG THE APPLEBY-PISGAH CHURCH ROAD FROM THE CROSSING
 BY1148'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, ON TOP
 BY1148'OF A KNOLL, UNDERNEATH THE APPLEBY FIRE TOWER, MIDWAY BETWEEN THE FOUR
 BY1148'STEEL LEGS OF THE TOWER, AND SET IN THE TOP OF A CONCRETE POST
 BY1148'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY1148
 BY1148                          STATION RECOVERY (1949)
 BY1148
 BY1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY1148'THE STATE FOREST SERVICE LOOKOUT TOWER IS LOCATED ABOUT
 BY1148'12.5 MILES NORTHEAST OF NACOGDOCHES AND 3 MILES EAST OF
 BY1148'THE VILLAGE OF APPLEBY.
 BY1148'
 BY1148'IT IS A 4-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSURE
 BY1148'AT THE TOP WITH A PYRAMIDAL ROOF.  THE HEIGHT IS ABOUT 110
 BY1148'FEET.
 BY1148'
 BY1148'THE OLD STATION MARK, APPLEBY 1919 IS CENTERED DIRECTLY
 BY1148'UNDER THE LOOKOUT TOWER.  IT WAS USED AS REFERENCE MARK NO.
 BY1148'2 FOR THE NEW STATION, APPLEBY 2.
 BY1148'
 BY1148'THE POINT OBSERVED UPON AND TRAVERSED TO WAS THE MARK, APPLEBY
 BY1148'1919.
 BY1148
 BY1148                          STATION RECOVERY (1949)
 BY1148
 BY1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY1148'THE STATION WAS RECOVERED AS DESCRIBED.  THE MARK IS BADLY
 BY1148'DISFIGURED, HOWEVER, THE STAMPING APPLEBY 1919 CAN BE MADE
 BY1148'OUT.  THERE IS A STATE FOREST SERVICE LOOKOUT TOWER OVER
 BY1148'THE STATION MARK AND DUE TO THE OBSTRUCTIONS IT WAS IMPOSSIBLE
 BY1148'TO MAKE OBSERVATIONS FROM THE OLD MARK.  A NEW STATION AND
 BY1148'REFERENCE MARK NO. 1 WERE ESTABLISHED AND APPLEBY 1919 WAS
 BY1148'USED FOR REFERENCE MARK NO. 2.
 BY1148'
 BY1148'STATION IS LOCATED ABOUT 12.5 MILES NORTHEAST OF NACOGDOCHES
 BY1148'AND 3 MILES EAST OF THE VILLAGE OF APPLEBY.
 BY1148
 BY1148                          STATION RECOVERY (1958)
 BY1148
 BY1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY1148'THE STATION MARK WAS FOUND IN FAIR CONDITION, IT HAS BEEN
 BY1148'BATTERED BUT IS STILL READABLE.  STATION MARK, APPLEBY 2
 BY1148'1948, REFERENCE MARK APPLEBY 2 NO 1 1948, AND THE AZIMUTH
 BY1148'MARK APPLEBY 2 1948 WERE FOUND IN GOOD CONDITION.  FOLLOWING
 BY1148'IS A NEW DESCRIPTION.
 BY1148'
 BY1148'THE STATION IS LOCATED BENEATH THE CENTER OF THE APPLEBY,
 BY1148'FIRE LOOKOUT TOWER AT THE TOP OF A SMALL HILL ABOUT 9 MILES
 BY1148'AIRLINE SOUTH-SOUTHWEST OF GARRISON AND 3 MILES AIRLINE
 BY1148'EAST OF APPLEBY.  THE MARK PROJECTS 2 INCHES AND IS STAMPED
 BY1148'APPLEBY 1919.
 BY1148'
 BY1148'STATION APPLEBY 2 1948 IS 39.41 FEET SOUTH-SOUTHEAST OF
 BY1148'THE CENTER OF THE TOWER AND 29 FEET WEST OF THE BASE OF THE
 BY1148'SOUTHEAST GUY-WIRE OF THE LOOKOUT TOWER.  THE MARK PROJECTS
 BY1148'3 INCHES AND IS STAMPED APPLEBY 2 1948.
 BY1148'
 BY1148'REFERENCE MARK NO. 1 IS 41 FEET NORTH-NORTHEAST OF THE BASE
 BY1148'OF THE SOUTHEAST GUY-WIRE, 3 FEET WEST OF AN 8-INCH PINE
 BY1148'TREE AND 2 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 BY1148'3 INCHES AND IS STAMPED APPLEBY 2 NO 1 1948.
 BY1148'
 BY1148'THE AZIMUTH MARK, A U.S. COAST AND GEODETIC SURVEY BENCH MARK,
 BY1148'IS NEAR THE TOP OF A SMALL KNOLL, 63 FEET WEST OF THE WEST
 BY1148'ONE OF TWO 16-INCH TREES, 34 FEET NORTH OF THE CENTER OF
 BY1148'THE DIRT ROAD, 14 FEET SOUTH-SOUTHEAST OF A 10-INCH CEDAR
 BY1148'TREE AND 1 FOOT SOUTH-SOUTHEAST OF A WITNESS POST.  THE
 BY1148'MARK PROJECTS 4 INCHES AND IS STAMPED Q 891 1948.
 BY1148'
 BY1148'TO REACH THE STATION FROM THE GARRISON POST OFFICE GO SOUTH-WESTERLY
 BY1148'ON U.S. HIGHWAY 59 FOR 9.8 MILES TO TEXAS FARM ROAD 941
 BY1148'LEFT, AND THE SIGN APPLEBY FIRE LOOKOUT TOWER 3-1/2 MILES.
 BY1148'TURN LEFT ON FARM ROAD 941 AND GO THROUGH THE SMALL TOWN
 BY1148'OF APPLEBY FOR 1.1 MILES TO A FORKS, TAKE LEFT FORK AND GO
 BY1148'0.25 MILE TO A FORKS AND CHURCH, TAKE LEFT AND GO 1.85 MILES
 BY1148'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON FOR 0.9 MILE
 BY1148'TO A DIRT ROAD HARD RIGHT, TURN RIGHT AND GO 0.1 MILE TO
 BY1148'THE LOOKOUT TOWER AT THE TOP OF THE HILL AND THE STATION.
 BY1148'
 BY1148'THE DISTANCE BETWEEN REFERENCE MARK APPLEBY 2 NO 1 1948
 BY1148'AND STATION APPLEBY 2 1948 IS 63.71 FEET, OR 19.417 METERS.
 BY1148
 BY1148                          STATION RECOVERY (1992)
 BY1148
 BY1148'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCJ)
 BY1148'UNABLE TO LOCATE APPLEBY FIRE TOWER ROAD IN APPROXIMATE LOCATION OF
 BY1148'DESCRIPTION LEADING TO FIRE TOWER HAS LOCKED, POSTED GATE, COULD SEE
 BY1148'NO EVIDENCE OF ANY TOWER IN AREA, AFTER SEARCHING 15 MINUTES FOR SIGN
 BY1148'OF TOWER WE FELT AS IF FIRE TOWER NO LONGER EXISTS.
 BY1148
 BY1148                          STATION RECOVERY (1998)
 BY1148
 BY1148'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1149 ***********************************************************************
 BY1149  DESIGNATION -  APPLEBY 2
 BY1149  PID         -  BY1149
 BY1149  STATE/COUNTY-  TX/NACOGDOCHES
 BY1149  USGS QUAD   -  APPLEBY (1983)
 BY1149
 BY1149                         *CURRENT SURVEY CONTROL
 BY1149  ___________________________________________________________________
 BY1149* NAD 83(1993)-  31 42 32.77225(N)    094 33 25.91173(W)     ADJUSTED  
 BY1149* NAVD 88     -       183.60   (+/-2cm)     602.4    (feet)  VERTCON   
 BY1149  ___________________________________________________________________
 BY1149  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BY1149  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY1149
 BY1149  HORZ ORDER  -  SECOND
 BY1149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1149
 BY1149.The horizontal coordinates were established by classical geodetic methods
 BY1149.and adjusted by the National Geodetic Survey in February 1996..
 BY1149
 BY1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1149.The vertical order pertains to the NGVD 29 superseded value.
 BY1149
 BY1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1149
 BY1149.The geoid height was determined by GEOID03.
 BY1149
 BY1149;                    North         East     Units Scale Factor Converg.
 BY1149;SPC TX C     - 3,240,632.613 1,247,252.313   MT  0.99995784   +2 58 30.2
 BY1149;SPC TX C     -10,631,975.50  4,092,026.96   sFT  0.99995784   +2 58 30.2
 BY1149;UTM  15      - 3,509,246.825   352,443.680   MT  0.99986853   -0 49 07.0
 BY1149
 BY1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1149!SPC TX C     -   0.99997539  x   0.99995784  =   0.99993323
 BY1149!UTM  15      -   0.99997539  x   0.99986853  =   0.99984392
 BY1149
 BY1149|---------------------------------------------------------------------|
 BY1149| PID    Reference Object                     Distance      Geod. Az  |
 BY1149|                                                           dddmmss.s |
 BY1149| BY1150 APPLEBY 2 RM 1                       19.431 METERS 08249     |
 BY1149| BY2687 NACOGDOCHES RAD STA KSFA MAST       APPROX.12.7 KM 2110916.7 |
 BY1149| BY1147 Q 891                                              2832320.5 |
 BY1149| BY1148 APPLEBY                              12.007 METERS 33231     |
 BY1149|---------------------------------------------------------------------|
 BY1149
 BY1149                          SUPERSEDED SURVEY CONTROL
 BY1149
 BY1149  NAD 83(1986)-  31 42 32.78317(N)    094 33 25.89896(W) AD(       ) 2
 BY1149  NAD 27      -  31 42 32.14200(N)    094 33 25.14900(W) AD(       ) 2
 BY1149  NGVD 29 (??/??/92)  183.601  (m)          602.36   (f) ADJ UNCH    2 0
 BY1149
 BY1149.Superseded values are not recommended for survey control.
 BY1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1149.See file dsdata.txt to determine how the superseded data were derived.
 BY1149
 BY1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR5244409247(NAD 83)
 BY1149_MARKER: DS = TRIANGULATION STATION DISK
 BY1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1149_STAMPING: APPLEBY 2 1948
 BY1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1149+STABILITY: SURFACE MOTION
 BY1149
 BY1149  HISTORY     - Date     Condition        Report By
 BY1149  HISTORY     - 1948     MONUMENTED       CGS
 BY1149  HISTORY     - 1949     GOOD             CGS
 BY1149  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1149
 BY1149                          STATION DESCRIPTION
 BY1149
 BY1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1149'3.5 MI E FROM APPLEBY.
 BY1149'3.5 MILES EAST ALONG THE APPLEBY-PISGAH CHURCH ROAD FROM THE CROSSING
 BY1149'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, ON TOP
 BY1149'OF A KNOLL, 300.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 64.0 FEET
 BY1149'WEST OF APPLEBY 2 R.M. 1, 39.4 FEET SOUTHEAST OF TRIANGULATION STATION
 BY1149'APPLEBY 1919, 37.8 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE APPLEBY
 BY1149'FIRE TOWER, 25.0 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE TOWER, SET
 BY1149'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BY1149'GROUND.
 BY1149
 BY1149                          STATION RECOVERY (1949)
 BY1149
 BY1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY1149'STATION IS LOCATED ABOUT 12.5 MILES NORTHEAST OF NACOGDOCHES
 BY1149'AND 3 MILES EAST OF THE VILLAGE OF APPLEBY AT THE SITE OF A
 BY1149'STATE FOREST SERVICE LOOKOUT TOWER.  IT IS 25 FEET SOUTH-SOUTHEAST
 BY1149'OF THE SOUTHEAST LEG OF THE TOWER AND IS STAMPED APPLEBY
 BY1149'2 1948.  IT PROJECTS 3 INCHES.
 BY1149'
 BY1149'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL.  IT
 BY1149'IS STAMPED APPLEBY 2 NO 1 1948 AND PROJECTS 3 INCHES.
 BY1149'
 BY1149'THE OLD STATION, APPLEBY 1919, WAS USED FOR REFERENCE MARK
 BY1149'NO. 2.  IT IS CENTERED DIRECTLY UNDER THE LOOKOUT TOWER.
 BY1149'THE MARK IS BADLY DISFIGURED, HOWEVER, THE STAMPING APPLEBY
 BY1149'1919 CAN BE MADE OUT.  IT IS AND PROJECTS
 BY1149'2 INCHES.
 BY1149'
 BY1149'THE USC AND GS BENCH MARK STAMPED Q 891 1948 WAS USED FOR
 BY1149'THE AZIMUTH MARK.  THE DISK IS SET IN A 12-INCH ROUND CONCRETE
 BY1149'BLOCK AND PROJECTS 5 INCHES.  IT IS AT THE SITE OF A TORN
 BY1149'DOWN FARM HOUSE, WEST-NORTHWEST OF THE STATION, 34.5 FEET
 BY1149'NORTH OF THE CENTER OF A DIRT ROAD, 1 FOOT EAST OF A NORTH-SOUTH
 BY1149'FENCE AND 2 FEET SOUTH OF A WITNESS POST.
 BY1149'
 BY1149'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 BY1149'ROUTE 26 (5.2 MILES NORTH OF NACOGDOCHES), GO NORTHEASTERLY
 BY1149'ON U.S. 59 FOR 3.6 MILES TO A CROSSROAD JUST AFTER CROSSING
 BY1149'A SMALL CONCRETE BRIDGE, TURN RIGHT THEN LEFT ON DIRT ROAD
 BY1149'FOR 1.3 MILES TO THE VILLAGE OF APPLEBY AND A CROSSROAD
 BY1149'ON THE SOUTH SIDE OF THE RAILROAD TRACKS.  CONTINUE STRAIGHT
 BY1149'AHEAD, SOUTH, FOR 0.35 MILE TO A FORK, TAKE LEFT FORK FOR
 BY1149'0.2 MILE TO ANOTHER FORK AND A CHURCH BUILDING TO THE RIGHT,
 BY1149'TAKE LEFT FORK EAST AND SOUTH FOR 1.8 MILES TO THE AZIMUTH
 BY1149'MARK ON THE LEFT.  CONTINUE FOR 1 MILE TO A WOODS ROAD ON
 BY1149'THE RIGHT LEADING TO THE LOOKOUT TOWER AND THE STATION, A
 BY1149'DISTANCE OF 0.1 MILE TO THE TOP OF THE HILL.
 BY1149'
 BY1149'A 100 FOOT SIGNAL AT HOLT 1919 IS VISIBLE AT 40 FEET.
 BY1149'
 BY1149'A 113 FOOT SIGNAL AT BAKER IS VISIBLE AT 40 FEET.
 BY1149'
 BY1149'A 15 FOOT SIGNAL AT NACOGDOCHES IS VISIBLE AT 30 FEET.
 BY1149'
 BY1149'A 74 FOOT SIGNAL AT BOZELL IS VISIBLE AT 40 FEET.
 BY1149'
 BY1149'A 4 FOOT SIGNAL AT REDFIELD IS VISIBLE AT 40 FEET.
 BY1149'
 BY1149'A 113 FOOT SIGNAL AT CUSHING 1919 IS VISIBLE AT 50 FEET.
 BY1149'
 BY1149'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BY1149
 BY1149                          STATION RECOVERY (1998)
 BY1149
 BY1149'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1150 ***********************************************************************
 BY1150  DESIGNATION -  APPLEBY 2 RM 1
 BY1150  PID         -  BY1150
 BY1150  STATE/COUNTY-  TX/NACOGDOCHES
 BY1150  USGS QUAD   -  APPLEBY (1983)
 BY1150
 BY1150                         *CURRENT SURVEY CONTROL
 BY1150  ___________________________________________________________________
 BY1150* NAD 83(1986)-  31 42 33.     (N)    094 33 26.     (W)     SCALED    
 BY1150* NAVD 88     -       182.61   (+/-2cm)     599.1    (feet)  VERTCON   
 BY1150  ___________________________________________________________________
 BY1150  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY1150
 BY1150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1150
 BY1150.The horizontal coordinates were scaled from a topographic map and have
 BY1150.an estimated accuracy of +/- 6 seconds.
 BY1150
 BY1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1150.The vertical order pertains to the NGVD 29 superseded value.
 BY1150
 BY1150.The geoid height was determined by GEOID03.
 BY1150
 BY1150;                    North         East    Units  Estimated Accuracy
 BY1150;SPC TX C     - 3,240,640.    1,247,250.      MT  (+/- 180 meters Scaled)
 BY1150
 BY1150                          SUPERSEDED SURVEY CONTROL
 BY1150
 BY1150  NGVD 29 (??/??/92)  182.610  (m)          599.11   (f) ADJ UNCH    2 0
 BY1150
 BY1150.Superseded values are not recommended for survey control.
 BY1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1150.See file dsdata.txt to determine how the superseded data were derived.
 BY1150
 BY1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR524092(NAD 83)
 BY1150_MARKER: DR = REFERENCE MARK DISK
 BY1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1150_STAMPING: APPLEBY 2 NO 1 1948
 BY1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1150+STABILITY: SURFACE MOTION
 BY1150
 BY1150  HISTORY     - Date     Condition        Report By
 BY1150  HISTORY     - 1948     MONUMENTED       CGS
 BY1150  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1150
 BY1150                          STATION DESCRIPTION
 BY1150
 BY1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1150'3.5 MI E FROM APPLEBY.
 BY1150'3.5 MILES EAST ALONG THE APPLEBY-PISGAH CHURCH ROAD FROM THE CROSSING
 BY1150'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, 300.0
 BY1150'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 73.0 FEET SOUTHEAST OF THE
 BY1150'SOUTHEAST LEG OF THE APPLEBY FIRE TOWER, 86.0 FEET SOUTHEAST OF
 BY1150'TRIANGULATION STATION APPLEBY 1919, 64.0 FEET EAST OF TRIANGULATION
 BY1150'STATION APPLEBY 2 1948, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1150'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY1150
 BY1150                          STATION RECOVERY (1998)
 BY1150
 BY1150'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6959 ***********************************************************************
 AW6959  DESIGNATION -  APT BCN SUGARLAND HULL FIELD
 AW6959  PID         -  AW6959
 AW6959  STATE/COUNTY-  TX/FORT BEND
 AW6959  USGS QUAD   -  CLODINE (1995)
 AW6959
 AW6959                         *CURRENT SURVEY CONTROL
 AW6959  ___________________________________________________________________
 AW6959* NAD 83(1993)-  29 37 58.03453(N)    095 39 22.08403(W)     ADJUSTED  
 AW6959* NAVD 88     -                                                        
 AW6959  ___________________________________________________________________
 AW6959  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW6959  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW6959
 AW6959  HORZ ORDER  -  THIRD
 AW6959
 AW6959.This mark is at Sugar Land Muni/hull Fld (SGR) Airport (SGR)
 AW6959
 AW6959.The horizontal coordinates were established by classical geodetic methods
 AW6959.and adjusted by the National Geodetic Survey in February 1996..
 AW6959
 AW6959
 AW6959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6959
 AW6959.The geoid height was determined by GEOID03.
 AW6959
 AW6959;                    North         East     Units Scale Factor Converg.
 AW6959;SPC TXSC     - 4,204,056.229   923,734.320   MT  0.99987671   +1 38 17.5
 AW6959;SPC TXSC     -13,792,807.81  3,030,618.35   sFT  0.99987671   +1 38 17.5
 AW6959;UTM  15      - 3,281,044.959   242,836.668   MT  1.00041607   -1 18 50.5
 AW6959
 AW6959                          SUPERSEDED SURVEY CONTROL
 AW6959
 AW6959  NAD 83(1986)-  29 37 58.04867(N)    095 39 22.06645(W) AD(       ) 4
 AW6959  NAD 27      -  29 37 57.20761(N)    095 39 21.25773(W) AD(       ) 3
 AW6959
 AW6959.Superseded values are not recommended for survey control.
 AW6959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6959.See file dsdata.txt to determine how the superseded data were derived.
 AW6959
 AW6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4283781045(NAD 83)
 AW6959_MARKER: 21 = AIRPORT BEACON
 AW6959
 AW6959  HISTORY     - Date     Condition        Report By
 AW6959  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6959  HISTORY     - 19980228 GOOD             USPSQD
 AW6959  HISTORY     - 19981009 GOOD             USPSQD
 AW6959
 AW6959                          STATION DESCRIPTION
 AW6959
 AW6959'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6959'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTHWEST OF SUGARLAND,
 AW6959'0.3 MILE WEST OF FARM ROAD 1960 AND AT HULL FIELD AIRPORT.
 AW6959'
 AW6959'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING A BEACON LIGHT THAT
 AW6959'REVOLVES.  IT HAS AN OVER-ALL HEIGHT OF 54 FEET.  THE LIGHT AND THE
 AW6959'CENTER OF THE TOWER WAS THE POINT INTERSECTED.
 AW6959
 AW6959                          STATION RECOVERY (1998)
 AW6959
 AW6959'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6959'RECOVERED IN GOOD CONDITION.
 AW6959
 AW6959                          STATION RECOVERY (1998)
 AW6959
 AW6959'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1667 ***********************************************************************
 AB1667  DESIGNATION -  AQUA DULCE WINDMILL
 AB1667  PID         -  AB1667
 AB1667  STATE/COUNTY-  TX/KENEDY
 AB1667  USGS QUAD   -  LOS AMIGOS WINDMILL (1975)
 AB1667
 AB1667                         *CURRENT SURVEY CONTROL
 AB1667  ___________________________________________________________________
 AB1667* NAD 83(1993)-  26 47 37.37833(N)    097 35 23.95814(W)     ADJUSTED  
 AB1667* NAVD 88     -                                                        
 AB1667  ___________________________________________________________________
 AB1667  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 AB1667  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AB1667
 AB1667  HORZ ORDER  -  THIRD
 AB1667
 AB1667.The horizontal coordinates were established by classical geodetic methods
 AB1667.and adjusted by the National Geodetic Survey in February 1996..
 AB1667
 AB1667
 AB1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1667
 AB1667.The geoid height was determined by GEOID03.
 AB1667
 AB1667;                    North         East     Units Scale Factor Converg.
 AB1667;SPC TX S     - 5,125,193.846   390,477.617   MT  0.99990130   +0 24 47.3
 AB1667;SPC TX S     -16,814,906.81  1,281,091.98   sFT  0.99990130   +0 24 47.3
 AB1667;UTM  14      - 2,964,365.262   640,157.386   MT  0.99984252   +0 38 08.6
 AB1667
 AB1667                          SUPERSEDED SURVEY CONTROL
 AB1667
 AB1667  NAD 83(1986)-  26 47 37.39315(N)    097 35 23.92727(W) AD(       ) 4
 AB1667  NAD 27      -  26 47 36.19000(N)    097 35 22.97000(W) AD(       ) 3
 AB1667
 AB1667.Superseded values are not recommended for survey control.
 AB1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1667.See file dsdata.txt to determine how the superseded data were derived.
 AB1667
 AB1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4015764365(NAD 83)
 AB1667_MARKER: 66 = WINDMILL
 AB1667
 AB1667  HISTORY     - Date     Condition        Report By
 AB1667  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1667
 AB1667                          STATION DESCRIPTION
 AB1667
 AB1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1667'LOCATED ON THE NORIAS SECTION OF THE KING RANCH, ABOUT 11 MILES
 AB1667'NE OF NORIAS AND 1 MILE S OF THE NORIA-KENEDY RANCH BOUNDARY
 AB1667'FENCE.
 AB1667'
 AB1667'TO REACH FROM THE NORIAS RANCH HEADQUARTERS, FROM THE BIG TIN
 AB1667'BUILDING, GO N ON PAVED ROAD 0.1 MILE TO FORK, TAKE RIGHT FORK
 AB1667'0.45 MILE TO GATE AT E ENTRANCE TO RANCH HEADQUARTERS PASS
 AB1667'THROUGH GATE AND TAKE MAIN TRAVELED TRACK ROAD TO LEFT (ROAD
 AB1667'TO SANTA CRUZ WINDMILL) FOR 7.3 MILES TO WINDMILL ON RIGHT
 AB1667'AND STATION SITE.  THIS ROAD FOLLOWS A LINE OF BENCH MARKS.
 AB1667'
 AB1667'STATION IS THE CENTER OF A STEEL TOWER WINDMILL.  IT IS IN
 AB1667'THE NE CORNER OF A FENCED ENCLOSURE ON THE E SIDE OF A N-S
 AB1667'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3140 ***********************************************************************
 AA3140  DESIGNATION -  AR 1
 AA3140  PID         -  AA3140
 AA3140  STATE/COUNTY-  TX/TARRANT
 AA3140  USGS QUAD   -  EULESS (1981)
 AA3140
 AA3140                         *CURRENT SURVEY CONTROL
 AA3140  ___________________________________________________________________
 AA3140* NAD 83(1986)-  32 47 08.     (N)    097 03 37.     (W)     SCALED    
 AA3140* NAVD 88     -       165.561  (meters)     543.18   (feet)  ADJUSTED  
 AA3140  ___________________________________________________________________
 AA3140  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AA3140  DYNAMIC HT  -         165.370 (meters)     542.55  (feet)  COMP
 AA3140  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 AA3140
 AA3140  VERT ORDER  -  FIRST     CLASS II
 AA3140
 AA3140.The horizontal coordinates were scaled from a topographic map and have
 AA3140.an estimated accuracy of +/- 6 seconds.
 AA3140
 AA3140.The orthometric height was determined by differential leveling
 AA3140.and adjusted by the National Geodetic Survey in April 2001..
 AA3140
 AA3140.The geoid height was determined by GEOID03.
 AA3140
 AA3140.The dynamic height is computed by dividing the NAVD 88
 AA3140.geopotential number by the normal gravity value computed on the
 AA3140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3140.degrees latitude (g = 980.6199 gals.).
 AA3140
 AA3140.The modeled gravity was interpolated from observed gravity values.
 AA3140
 AA3140;                    North         East    Units  Estimated Accuracy
 AA3140;SPC TXNC     - 2,125,000.      734,850.      MT  (+/- 180 meters Scaled)
 AA3140
 AA3140                          SUPERSEDED SURVEY CONTROL
 AA3140
 AA3140.No superseded survey control is available for this station.
 AA3140
 AA3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB816291(NAD 83)
 AA3140_MARKER: DD = SURVEY DISK
 AA3140_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3140_SP_SET: OVERPASS ABUTMENT
 AA3140_STAMPING: AR 1 92
 AA3140_MARK LOGO: TX0260
 AA3140_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3140+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1996
 AA3140
 AA3140  HISTORY     - Date     Condition        Report By
 AA3140  HISTORY     - UNK      MONUMENTED       RBNF
 AA3140  HISTORY     - 19941004 GOOD             NGS
 AA3140  HISTORY     - 19961008 GOOD             NGS
 AA3140  HISTORY     - 19970531 GOOD             USPSQD
 AA3140  HISTORY     - 20060324 GOOD             GEOCAC
 AA3140
 AA3140                          STATION DESCRIPTION
 AA3140
 AA3140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3140'IN GRAND PRAIRIE, AT THE INTERSECTION OF STATE HIGHWAY 360 AND NORTH
 AA3140'CARRIER PARKWAY WEST, IN TOP OF AND 1.1 M (3.6 FT) SOUTH OF THE NORTH
 AA3140'END OF THE WEST CONCRETE ABUTMENT OF THE PARKWAY OVERPASS OF THE
 AA3140'HIGHWAY, 28.5 M (93.5 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES
 AA3140'OF THE HIGHWAY, 5.1 M (16.7 FT) NORTH OF THE CENTERLINE OF THE
 AA3140'WESTBOUND LANES OF THE PARKWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 AA3140'THE PARKWAY.
 AA3140
 AA3140                          STATION RECOVERY (1996)
 AA3140
 AA3140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA3140'IN GRAND PRAIRIE, AT THE INTERSECTION OF STATE HIGHWAY 360 AND NORTH
 AA3140'CARRIER PARKWAY, IN TOP OF AND 1.1 M (3.6 FT) SOUTH OF THE NORTH END
 AA3140'OF THE WEST CONCRETE ABUTMENT OF THE PARKWAY OVERPASS OF THE HIGHWAY,
 AA3140'28.5 M (93.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AA3140'HIGHWAY, 5.1 M (16.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 AA3140'LANES OF THE PARKWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AA3140'PARKWAY.
 AA3140
 AA3140                          STATION RECOVERY (1997)
 AA3140
 AA3140'RECOVERY NOTE BY US POWER SQUADRON 1997
 AA3140'RECOVERED IN GOOD CONDITION.
 AA3140
 AA3140                          STATION RECOVERY (2006)
 AA3140
 AA3140'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AA3140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0103 ***********************************************************************
 BQ0103  DESIGNATION -  ARAGON
 BQ0103  PID         -  BQ0103
 BQ0103  STATE/COUNTY-  TX/PRESIDIO
 BQ0103  USGS QUAD   -  ARAGON (1983)
 BQ0103
 BQ0103                         *CURRENT SURVEY CONTROL
 BQ0103  ___________________________________________________________________
 BQ0103* NAD 83(1986)-  30 21 06.     (N)    104 09 59.     (W)     SCALED    
 BQ0103* NAVD 88     -      1493.505  (meters)    4899.94   (feet)  ADJUSTED  
 BQ0103  ___________________________________________________________________
 BQ0103  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BQ0103  DYNAMIC HT  -        1490.998 (meters)    4891.72  (feet)  COMP
 BQ0103  MODELED GRAV-     978,910.4   (mgal)                       NAVD 88
 BQ0103
 BQ0103  VERT ORDER  -  FIRST     CLASS II
 BQ0103
 BQ0103.The horizontal coordinates were scaled from a topographic map and have
 BQ0103.an estimated accuracy of +/- 6 seconds.
 BQ0103
 BQ0103.The orthometric height was determined by differential leveling
 BQ0103.and adjusted by the National Geodetic Survey in June 1991..
 BQ0103.WARNING-Repeat measurements at this control monument indicate possible
 BQ0103.vertical movement.
 BQ0103
 BQ0103.The geoid height was determined by GEOID03.
 BQ0103
 BQ0103.The dynamic height is computed by dividing the NAVD 88
 BQ0103.geopotential number by the normal gravity value computed on the
 BQ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0103.degrees latitude (g = 980.6199 gals.).
 BQ0103
 BQ0103.The modeled gravity was interpolated from observed gravity values.
 BQ0103
 BQ0103;                    North         East    Units  Estimated Accuracy
 BQ0103;SPC TXSC     - 4,290,080.      103,430.      MT  (+/- 180 meters Scaled)
 BQ0103
 BQ0103                          SUPERSEDED SURVEY CONTROL
 BQ0103
 BQ0103  NGVD 29 (??/??/92) 1492.887  (m)         4897.91   (f) ADJ UNCH    1 2
 BQ0103
 BQ0103.Superseded values are not recommended for survey control.
 BQ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0103.See file dsdata.txt to determine how the superseded data were derived.
 BQ0103
 BQ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP801580(NAD 83)
 BQ0103_MARKER: DS = TRIANGULATION STATION DISK
 BQ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0103_STAMPING: ARAGON 1942
 BQ0103_MARK LOGO: CGS   
 BQ0103_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0103_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BQ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0103+STABILITY: SURFACE MOTION
 BQ0103
 BQ0103  HISTORY     - Date     Condition        Report By
 BQ0103  HISTORY     - 1942     MONUMENTED       CGS
 BQ0103  HISTORY     - 1957     GOOD             NGS
 BQ0103  HISTORY     - 1972     GOOD             ARCO
 BQ0103  HISTORY     - 1981     GOOD             NGS
 BQ0103  HISTORY     - 1990     GOOD             USPSQD
 BQ0103  HISTORY     - 19961009 GOOD             USPSQD
 BQ0103  HISTORY     - 19990629 GOOD             NGS
 BQ0103
 BQ0103                          STATION DESCRIPTION
 BQ0103
 BQ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0103'STATION IS AT THE SOUTHERN PACIFIC RAILROAD MAINTENANCE STATION
 BQ0103'ARAGON, BY AIR LINE, ABOUT 10 MILES WNW OF MARFA, AND 26 MILES
 BQ0103'SE OF VALENTINE.  IT IS LOCATED ON THE RAILROAD RIGHT-OF-WAY,
 BQ0103'ON A NARROW STRIP BETWEEN THE RAILROAD AND U.S. HIGHWAY 90.
 BQ0103'
 BQ0103'THE STATION IS 60 FEET NE OF THE CENTER LINE OF THE HIGHWAY,
 BQ0103'72 FEET SW OF THE RAILROAD TRACKS, DIRECTLY IN FRONT OF THE
 BQ0103'SMALL CAR HOUSE.  IT IS MARKED BY A STANDARD DISK, STAMPED
 BQ0103'ARAGON 1942, SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 BQ0103'3 INCHES ABOVE THE GROUND.  MARK IS 11 FEET ESE OF A WHITE
 BQ0103'WITNESS POST.
 BQ0103'
 BQ0103'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 BQ0103'
 BQ0103'REFERENCE MARK NO. 1 IS 54 FEET NE OF THE CENTER LINE OF THE
 BQ0103'HIGHWAY, AND 30 FEET NW OF RANGE WITH THE NW SIDE OF THE SECTION
 BQ0103'FOREMANS HOUSE.  IT IS A STANDARD DISK, STAMPED ARAGON NO. 1
 BQ0103'1942, SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 BQ0103'INCHES ABOVE THE GROUND.
 BQ0103'
 BQ0103'REFERENCE MARK NO. 2 IS 35 FEET SW OF THE SW RAIL OF THE
 BQ0103'RAILROAD, AND 2 FEET NW OF A POWER LINE POLE.  IT IS A STANDARD
 BQ0103'DISK, STAMPED ARAGON NO. 2 1942, SET IN TOP OF A SQUARE CONCRETE
 BQ0103'POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 BQ0103'
 BQ0103'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ARAGON 1942,
 BQ0103'CEMENTED IN THE TOP OF A CONCRETE BRIDGE HEADWALL.  IT IS
 BQ0103'APPROXIMATELY IN THE CENTER OF THE HEADWALL ON THE SW SIDE
 BQ0103'OF THE HIGHWAY.
 BQ0103'
 BQ0103'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF THE MAIN
 BQ0103'STREET AND U.S. HIGHWAY 90 IN MARFA GO W ON U.S. HIGHWAY 90,
 BQ0103'TOWARD VALENTINE, 9.6 MILES TO THE ENTRANCE TO THE RAILROAD
 BQ0103'SECTION HOUSE YARD.
 BQ0103
 BQ0103                          STATION RECOVERY (1957)
 BQ0103
 BQ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BQ0103'9.6 MI NW FROM MARFA.
 BQ0103'ABOUT 9.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0103'FROM THE STATION AT MARFA, 76 1/2 SOUTHEAST OF THE 9TH POLE WEST OF
 BQ0103'MILEPOST 642, 94 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 128
 BQ0103'FEET SOUTH-SOUTHEAST OF AND ACROSS THE TRACK FROM THE ARAGON SIDING
 BQ0103'SIGN, 64 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 90, 80.5 FEET
 BQ0103'SOUTHEAST OF ARAGON R. M. 2, 67.4 FEET WEST OF ARAGON R. M. 1, AND IN
 BQ0103'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BQ0103
 BQ0103                          STATION RECOVERY (1972)
 BQ0103
 BQ0103'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1972 (OWC)
 BQ0103'ARAGON-GOOD
 BQ0103'
 BQ0103'REFERENCE MARKS WERE NOT SEARCHED FOR.  AZIMUTH WAS DESTROYED
 BQ0103'WHEN HWY. 90 WAS WIDENED.
 BQ0103
 BQ0103                          STATION RECOVERY (1981)
 BQ0103
 BQ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0103'15.3 KM (9.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0103'WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 0.5 KM (0.3 MI)
 BQ0103'NORTHWEST OF RAILROAD MILE POST 642, 0.2 KM (0.15 MI) NORTHWEST OF
 BQ0103'RAILROAD SEMAPHORE NUMBER P A, 65.5 METERS (215.0 FT) SOUTHEAST OF THE
 BQ0103'CENTER OF A DIRT ROAD LEADING NORTHEAST, 25.3 METERS (83.0 FT)
 BQ0103'SOUTH-SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 BQ0103'24.5 METERS (80.5 FT) SOUTHEAST OF ARAGON RM 2, 23.3 METERS (76.5 FT)
 BQ0103'SOUTHEAST OF A UTILITY POLE, AND 19.5 METERS (64.0 FT) NORTH-NORTHEAST
 BQ0103'OF THE CENTERLINE OF THE HIGHWAY.
 BQ0103'THE MARK IS 0.5 METERS  ESE FROM A WITNESS POST.
 BQ0103'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0103
 BQ0103                          STATION RECOVERY (1990)
 BQ0103
 BQ0103'RECOVERY NOTE BY US POWER SQUADRON 1990
 BQ0103'RECOVERED IN GOOD CONDITION.
 BQ0103
 BQ0103                          STATION RECOVERY (1996)
 BQ0103
 BQ0103'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0103'RECOVERED IN GOOD CONDITION.
 BQ0103
 BQ0103                          STATION RECOVERY (1999)
 BQ0103
 BQ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 BQ0103'STATION RECOVERED.  OTHER MARKS NOT SEARCHED FOR.  STATION IS APPROX
 BQ0103'0.3 M (1.0 FT) SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0108 ***********************************************************************
 BQ0108  DESIGNATION -  ARAGON AZ MK
 BQ0108  PID         -  BQ0108
 BQ0108  STATE/COUNTY-  TX/PRESIDIO
 BQ0108  USGS QUAD   -  ARAGON (1983)
 BQ0108
 BQ0108                         *CURRENT SURVEY CONTROL
 BQ0108  ___________________________________________________________________
 BQ0108* NAD 83(1986)-  30 20 58.     (N)    104 09 40.     (W)     SCALED    
 BQ0108* NAVD 88     -      1493.683  (meters)    4900.52   (feet)  ADJUSTED  
 BQ0108  ___________________________________________________________________
 BQ0108  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 BQ0108  DYNAMIC HT  -        1491.176 (meters)    4892.30  (feet)  COMP
 BQ0108  MODELED GRAV-     978,910.6   (mgal)                       NAVD 88
 BQ0108
 BQ0108  VERT ORDER  -  FIRST     CLASS II
 BQ0108
 BQ0108.The horizontal coordinates were scaled from a topographic map and have
 BQ0108.an estimated accuracy of +/- 6 seconds.
 BQ0108
 BQ0108.The orthometric height was determined by differential leveling
 BQ0108.and adjusted by the National Geodetic Survey in June 1991..
 BQ0108
 BQ0108.The geoid height was determined by GEOID03.
 BQ0108
 BQ0108.The dynamic height is computed by dividing the NAVD 88
 BQ0108.geopotential number by the normal gravity value computed on the
 BQ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0108.degrees latitude (g = 980.6199 gals.).
 BQ0108
 BQ0108.The modeled gravity was interpolated from observed gravity values.
 BQ0108
 BQ0108;                    North         East    Units  Estimated Accuracy
 BQ0108;SPC TXSC     - 4,289,810.      103,930.      MT  (+/- 180 meters Scaled)
 BQ0108
 BQ0108                          SUPERSEDED SURVEY CONTROL
 BQ0108
 BQ0108  NGVD 29 (??/??/92) 1493.062  (m)         4898.49   (f) ADJ UNCH    1 2
 BQ0108
 BQ0108.Superseded values are not recommended for survey control.
 BQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0108.See file dsdata.txt to determine how the superseded data were derived.
 BQ0108
 BQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP806578(NAD 83)
 BQ0108_MARKER: DZ = AZIMUTH MARK DISK
 BQ0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0108_SP_SET: CULVERT
 BQ0108_STAMPING: ARAGON 1942
 BQ0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0108
 BQ0108  HISTORY     - Date     Condition        Report By
 BQ0108  HISTORY     - 1942     MONUMENTED       CGS
 BQ0108  HISTORY     - 1957     GOOD             NGS
 BQ0108  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0108  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0108  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0108
 BQ0108                          STATION DESCRIPTION
 BQ0108
 BQ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0108'9.15 MI NW FROM MARFA.
 BQ0108'ABOUT 9.15 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0108'FROM THE STATION AT MARFA, 4 1/2 POLES EAST OF MILEPOST 642, IN THE
 BQ0108'TOP AND CENTER OF THE SOUTH CONCRETE HEADWALL OF A 3-CHANNEL CULVERT
 BQ0108'UNDER U.S. HIGHWAY 90, 176 FEET SOUTH OF THE SOUTH RAIL, 18 FEET SOUTH
 BQ0108'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 1/2 FEET ABOVE THE
 BQ0108'LEVEL OF THE HIGHWAY.
 BQ0108
 BQ0108                          STATION RECOVERY (1966)
 BQ0108
 BQ0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0108'MARK NOT FOUND.
 BQ0108
 BQ0108                          STATION RECOVERY (1981)
 BQ0108
 BQ0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0108'NOTE=THERE IS A NEW CONCRETE CULVERT AT THIS LOCATION.
 BQ0108
 BQ0108                          STATION RECOVERY (1996)
 BQ0108
 BQ0108'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0646 ***********************************************************************
 AI0646  DESIGNATION -  ARAGON RESET
 AI0646  PID         -  AI0646
 AI0646  STATE/COUNTY-  TX/PRESIDIO
 AI0646  USGS QUAD   -  ARAGON (1983)
 AI0646
 AI0646                         *CURRENT SURVEY CONTROL
 AI0646  ___________________________________________________________________
 AI0646* NAD 83(1993)-  30 21 06.27794(N)    104 09 58.76403(W)     ADJUSTED  
 AI0646* NAVD 88     -      1494.     (meters)    4902.     (feet)  SCALED    
 AI0646  ___________________________________________________________________
 AI0646  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 AI0646  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AI0646
 AI0646  HORZ ORDER  -  SECOND
 AI0646
 AI0646.The horizontal coordinates were established by classical geodetic methods
 AI0646.and adjusted by the National Geodetic Survey in February 1996..
 AI0646
 AI0646.The orthometric height was scaled from a topographic map.
 AI0646
 AI0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0646
 AI0646.The geoid height was determined by GEOID03.
 AI0646
 AI0646;                    North         East     Units Scale Factor Converg.
 AI0646;SPC TXSC     - 4,290,090.250   103,439.354   MT  1.00002048   -2 31 51.8
 AI0646;SPC TXSC     -14,075,071.10    339,367.28   sFT  1.00002048   -2 31 51.8
 AI0646;SPC TX C     - 3,082,293.336   331,573.228   MT  0.99994556   -1 58 27.2
 AI0646;SPC TX C     -10,112,490.72  1,087,836.50   sFT  0.99994556   -1 58 27.2
 AI0646;UTM  13      - 3,358,057.028   580,122.506   MT  0.99967920   +0 25 16.6
 AI0646
 AI0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0646!SPC TXSC     -   0.99976892  x   1.00002048  =   0.99978940
 AI0646!SPC TX C     -   0.99976892  x   0.99994556  =   0.99971449
 AI0646!UTM  13      -   0.99976892  x   0.99967920  =   0.99944820
 AI0646
 AI0646|---------------------------------------------------------------------|
 AI0646| PID    Reference Object                     Distance      Geod. Az  |
 AI0646|                                                           dddmmss.s |
 AI0646| BQ0105 ARAGON RM 1                          20.573 METERS 11454     |
 AI0646| BQ0108 ARAGON AZ MK                                       1170337.3 |
 AI0646| BQ0436 OAK                                 APPROX.20.4 KM 2255301.8 |
 AI0646| BQ0104 ARAGON RM 2                          24.539 METERS 32540     |
 AI0646|---------------------------------------------------------------------|
 AI0646
 AI0646                          SUPERSEDED SURVEY CONTROL
 AI0646
 AI0646  NAD 83(1986)-  30 21 06.27369(N)    104 09 58.76373(W) AD(       ) 2
 AI0646
 AI0646.Superseded values are not recommended for survey control.
 AI0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0646.See file dsdata.txt to determine how the superseded data were derived.
 AI0646
 AI0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP8012358057(NAD 83)
 AI0646_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0646_STAMPING: ARAGON 1942
 AI0646_MARK LOGO: NGS   
 AI0646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0646+STABILITY: SURFACE MOTION
 AI0646
 AI0646  HISTORY     - Date     Condition        Report By
 AI0646  HISTORY     - 1982     MONUMENTED       NGS
 AI0646
 AI0646                          STATION DESCRIPTION
 AI0646
 AI0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AI0646'THE STATION AND REFERENCE MARK 2 WAS FOUND.  THE STATION WAS PULLED
 AI0646'ALMOST OUT OF THE GROUND.  THE SUB-SURFACE POINT WAS HELD AND THE MARK
 AI0646'WAS PLACED PLUMB WITH THE UNDERGROUND.  THE ELEVATION WAS CHANGED
 AI0646'SOMEWHAT AS A RESULT.  A NEW REFERENCE MARK 3 WAS SET AT THIS TIME.
 AI0646'THE STATION IS SURROUNDED BY MESQUITE TREES AND WILL NOT SEE OUT.  THE
 AI0646'AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND TO BE DESTROYED.  NO
 AI0646'MEASUREMENT COULD BE TAKEN BETWEEN THE REFERENCE MARKS.  THE STATION
 AI0646'IS LOCATED ALONG U.S HIGHWAY 90 AND THE PACIFIC SOUTHERN RAILROAD AT
 AI0646'THE ARAGON SIDING.  IT IS 41.60 KM (25.85 MI) SOUTHEAST OF VALENTINE,
 AI0646'16.0 KM (9.95 MI) WEST-NORTHWEST OF MARFA AND ON PROPERTY OWNED BY THE
 AI0646'RAILROAD.  TO REACH THE STATION FROM THE MAIN INTERSECTION IN MARFA,
 AI0646'GO NORTHWEST ON U.S HIGHWAY 90 FOR 15.36 KM (9.55 MI) TO THE ARAGON
 AI0646'SIDING AND THE STATION ON THE RIGHT.  THE STATION MARK,
 AI0646'STAMPED---ARAGON 1942---, IS A STANDARD DISK SET IN THE TOP OF A ROUND
 AI0646'CONCRETE MONUMENT THAT PROJECTS 0.2 METERS.  (0.7 FT) IT IS 22.25
 AI0646'METERS (73.00 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 18.59 METERS (60.99
 AI0646'FT) NORTHEAST OF THE CENTERLINE OF U.S HIGHWAY 90 AND 0.36 METER (1.18
 AI0646'FT) SOUTHEAST OF THE WITNESS POST.  REFERENCE MARK 2, STAMPED---ARAGON
 AI0646'NO 2 1942---, IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 AI0646'MONUMENT WHICH PROJECTS 0.1 METER.  (0.3 FT) IT IS 14.63 METERS (48.00
 AI0646'FT) SOUTH OF THE SOUTH RAIL, 6.10 METERS (20.01 FT) NORTHEAST OF THE
 AI0646'CENTER OF A DIRT ROAD AND 1.07 METERS (3.51 FT) NORTHWEST OF A
 AI0646'POWERPOLE.  REFERENCE MARK 3, STAMPED---ARAGON NO 3 1983---, IS A
 AI0646'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 AI0646'THE GROUND.  IT IS 15.85 METERS (52.00 FT) SOUTH OF THE SOUTH RAIL OF
 AI0646'THE TRACKS, 12.50 METERS (41.01 FT) EAST OF THE WITNESS POST AND 2.13
 AI0646'METERS (6.99 FT) NORTHEAST OF THE CENTER OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0105 ***********************************************************************
 BQ0105  DESIGNATION -  ARAGON RM 1
 BQ0105  PID         -  BQ0105
 BQ0105  STATE/COUNTY-  TX/PRESIDIO
 BQ0105  USGS QUAD   -  ARAGON (1983)
 BQ0105
 BQ0105                         *CURRENT SURVEY CONTROL
 BQ0105  ___________________________________________________________________
 BQ0105* NAD 83(1986)-  30 21 06.     (N)    104 09 59.     (W)     SCALED    
 BQ0105* NAVD 88     -      1493.654  (meters)    4900.43   (feet)  ADJUSTED  
 BQ0105  ___________________________________________________________________
 BQ0105  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BQ0105  DYNAMIC HT  -        1491.147 (meters)    4892.20  (feet)  COMP
 BQ0105  MODELED GRAV-     978,910.4   (mgal)                       NAVD 88
 BQ0105
 BQ0105  VERT ORDER  -  FIRST     CLASS II
 BQ0105
 BQ0105.The horizontal coordinates were scaled from a topographic map and have
 BQ0105.an estimated accuracy of +/- 6 seconds.
 BQ0105
 BQ0105.The orthometric height was determined by differential leveling
 BQ0105.and adjusted by the National Geodetic Survey in June 1991..
 BQ0105
 BQ0105.The geoid height was determined by GEOID03.
 BQ0105
 BQ0105.The dynamic height is computed by dividing the NAVD 88
 BQ0105.geopotential number by the normal gravity value computed on the
 BQ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0105.degrees latitude (g = 980.6199 gals.).
 BQ0105
 BQ0105.The modeled gravity was interpolated from observed gravity values.
 BQ0105
 BQ0105;                    North         East    Units  Estimated Accuracy
 BQ0105;SPC TXSC     - 4,290,080.      103,430.      MT  (+/- 180 meters Scaled)
 BQ0105
 BQ0105                          SUPERSEDED SURVEY CONTROL
 BQ0105
 BQ0105  NGVD 29 (??/??/92) 1493.032  (m)         4898.39   (f) ADJ UNCH    1 2
 BQ0105
 BQ0105.Superseded values are not recommended for survey control.
 BQ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0105.See file dsdata.txt to determine how the superseded data were derived.
 BQ0105
 BQ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP801580(NAD 83)
 BQ0105_MARKER: DR = REFERENCE MARK DISK
 BQ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0105_STAMPING: ARAGON NO 1 1942
 BQ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0105+STABILITY: SURFACE MOTION
 BQ0105
 BQ0105  HISTORY     - Date     Condition        Report By
 BQ0105  HISTORY     - 1942     MONUMENTED       CGS
 BQ0105  HISTORY     - 1957     GOOD             NGS
 BQ0105  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0105  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0105
 BQ0105                          STATION DESCRIPTION
 BQ0105
 BQ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0105'9.6 MI NW FROM MARFA.
 BQ0105'ABOUT 9.6 MILES NORTHWEST ALONG TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0105'THE STATION AT MARFA, 9 POLES WEST OF MILEPOST 642, 93 1/2 FEET SOUTH
 BQ0105'OF THE SOUTH RAIL OF THE MAIN TRACK, 64 FEET NORTH OF THE CENTER LINE
 BQ0105'OF U.S. HIGHWAY 90, 67.4 FEET EAST OF ARAGON 1942, AND IN THE TOP OF A
 BQ0105'CONCRETE POST PROJECTING 7 INCHES.
 BQ0105
 BQ0105                          STATION RECOVERY (1981)
 BQ0105
 BQ0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0105'NOTE=THE POST WAS FOUND BROKEN OFF AT THE TOP OF THE GROUND, THE DISK
 BQ0105'WAS NOT RECLAIMED.
 BQ0105
 BQ0105                          STATION RECOVERY (1996)
 BQ0105
 BQ0105'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0104 ***********************************************************************
 BQ0104  DESIGNATION -  ARAGON RM 2
 BQ0104  PID         -  BQ0104
 BQ0104  STATE/COUNTY-  TX/PRESIDIO
 BQ0104  USGS QUAD   -  ARAGON (1983)
 BQ0104
 BQ0104                         *CURRENT SURVEY CONTROL
 BQ0104  ___________________________________________________________________
 BQ0104* NAD 83(1986)-  30 21 08.     (N)    104 10 00.     (W)     SCALED    
 BQ0104* NAVD 88     -      1493.497  (meters)    4899.91   (feet)  ADJUSTED  
 BQ0104  ___________________________________________________________________
 BQ0104  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BQ0104  DYNAMIC HT  -        1490.990 (meters)    4891.69  (feet)  COMP
 BQ0104  MODELED GRAV-     978,910.4   (mgal)                       NAVD 88
 BQ0104
 BQ0104  VERT ORDER  -  FIRST     CLASS II
 BQ0104
 BQ0104.The horizontal coordinates were scaled from a topographic map and have
 BQ0104.an estimated accuracy of +/- 6 seconds.
 BQ0104
 BQ0104.The orthometric height was determined by differential leveling
 BQ0104.and adjusted by the National Geodetic Survey in June 1991..
 BQ0104
 BQ0104.The geoid height was determined by GEOID03.
 BQ0104
 BQ0104.The dynamic height is computed by dividing the NAVD 88
 BQ0104.geopotential number by the normal gravity value computed on the
 BQ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0104.degrees latitude (g = 980.6199 gals.).
 BQ0104
 BQ0104.The modeled gravity was interpolated from observed gravity values.
 BQ0104
 BQ0104;                    North         East    Units  Estimated Accuracy
 BQ0104;SPC TXSC     - 4,290,150.      103,410.      MT  (+/- 180 meters Scaled)
 BQ0104
 BQ0104                          SUPERSEDED SURVEY CONTROL
 BQ0104
 BQ0104  NGVD 29 (??/??/92) 1492.875  (m)         4897.87   (f) ADJ UNCH    1 2
 BQ0104
 BQ0104.Superseded values are not recommended for survey control.
 BQ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0104.See file dsdata.txt to determine how the superseded data were derived.
 BQ0104
 BQ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP800581(NAD 83)
 BQ0104_MARKER: DR = REFERENCE MARK DISK
 BQ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0104_STAMPING: ARAGON NO 2 1942
 BQ0104_MARK LOGO: CGS   
 BQ0104_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0104+STABILITY: SURFACE MOTION
 BQ0104
 BQ0104  HISTORY     - Date     Condition        Report By
 BQ0104  HISTORY     - 1942     MONUMENTED       CGS
 BQ0104  HISTORY     - 1966     GOOD             NGS
 BQ0104  HISTORY     - 1981     GOOD             NGS
 BQ0104  HISTORY     - 1990     GOOD             USPSQD
 BQ0104  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0104
 BQ0104                          STATION DESCRIPTION
 BQ0104
 BQ0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BQ0104'9.6 MI NW FROM MARFA.
 BQ0104'ABOUT 9.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0104'FROM THE STATION AT MARFA, 4 FEET WEST OF THE 9TH POLE WEST OF
 BQ0104'MILEPOST 642, 53 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 68
 BQ0104'FEET SOUTH OF AND ACROSS THE TRACK FROM THE ARAGON SIDING SIGN, 104
 BQ0104'1/2 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY 90, 80.5 FEET
 BQ0104'NORTHWEST OF ARAGON 1942, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 BQ0104'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BQ0104
 BQ0104                          STATION RECOVERY (1981)
 BQ0104
 BQ0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0104'15.3 KM (9.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0104'WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 0.5 KM (0.3 MI)
 BQ0104'NORTHWEST OF RAILROAD MILE POST 642, 0.2 KM (0.15 MI) NORTHWEST OF
 BQ0104'RAILROAD SEMAPHORE NUMBER P A, 41.2 METERS (135.0 FT) SOUTHEAST OF THE
 BQ0104'CENTER OF A DIRT ROAD LEADING NORTHEAST, 31.7 METERS (104.0 FT)
 BQ0104'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.5 METERS (80.5
 BQ0104'FT) SOUTHEAST OF ARAGON, 11.9 METERS (39.0 FT) SOUTH-SOUTHWEST OF THE
 BQ0104'NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 1.2 METERS (4.0 FT)
 BQ0104'WEST-NORTHWEST OF A UTILITY POLE.
 BQ0104'THE MARK IS 24.1 METERS  NW FROM A WITNESS POST.
 BQ0104'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0104
 BQ0104                          STATION RECOVERY (1990)
 BQ0104
 BQ0104'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0104'RECOVERED IN GOOD CONDITION.
 BQ0104
 BQ0104                          STATION RECOVERY (1996)
 BQ0104
 BQ0104'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2140 ***********************************************************************
 AN2140  DESIGNATION -  ARAN
 AN2140  PID         -  AN2140
 AN2140  STATE/COUNTY-  TX/BEE
 AN2140  USGS QUAD   -  SKIDMORE (1979)
 AN2140
 AN2140                         *CURRENT SURVEY CONTROL
 AN2140  ___________________________________________________________________
 AN2140* NAD 83(1993)-  28 16 23.77821(N)    097 41 28.64251(W)     ADJUSTED  
 AN2140* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 AN2140  ___________________________________________________________________
 AN2140  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AN2140  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN2140
 AN2140  HORZ ORDER  -  THIRD
 AN2140
 AN2140.The horizontal coordinates were established by classical geodetic methods
 AN2140.and adjusted by the National Geodetic Survey in February 1996..
 AN2140
 AN2140.The orthometric height was scaled from a topographic map.
 AN2140
 AN2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2140
 AN2140.The geoid height was determined by GEOID03.
 AN2140
 AN2140;                    North         East     Units Scale Factor Converg.
 AN2140;SPC TXSC     - 4,049,478.079   728,402.605   MT  1.00003341   +0 38 28.2
 AN2140;SPC TXSC     -13,285,662.66  2,389,767.55   sFT  1.00003341   +0 38 28.2
 AN2140;SPC TX S     - 5,289,068.769   379,355.333   MT  1.00014098   +0 22 01.8
 AN2140;SPC TX S     -17,352,553.12  1,244,601.62   sFT  1.00014098   +0 22 01.8
 AN2140;UTM  14      - 3,128,169.128   628,355.833   MT  0.99980334   +0 37 12.0
 AN2140
 AN2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2140!SPC TXSC     -   0.99999686  x   1.00003341  =   1.00003027
 AN2140!SPC TX S     -   0.99999686  x   1.00014098  =   1.00013784
 AN2140!UTM  14      -   0.99999686  x   0.99980334  =   0.99980020
 AN2140
 AN2140|---------------------------------------------------------------------|
 AN2140| PID    Reference Object                     Distance      Geod. Az  |
 AN2140|                                                           dddmmss.s |
 AN2140| CV3663 ARAN RM 1                            21.385 METERS 10156     |
 AN2140| CV3662 ARAN AZ MK                                         1521912.4 |
 AN2140| CV3664 ARAN RM 2                            16.029 METERS 33623     |
 AN2140|---------------------------------------------------------------------|
 AN2140
 AN2140                          SUPERSEDED SURVEY CONTROL
 AN2140
 AN2140  NAD 83(1986)-  28 16 23.78551(N)    097 41 28.62425(W) AD(       ) 3
 AN2140  NAD 27      -  28 16 22.77100(N)    097 41 27.64000(W) AD(       ) 3
 AN2140
 AN2140.Superseded values are not recommended for survey control.
 AN2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2140.See file dsdata.txt to determine how the superseded data were derived.
 AN2140
 AN2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2835628169(NAD 83)
 AN2140_MARKER: DS = TRIANGULATION STATION DISK
 AN2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2140
 AN2140  HISTORY     - Date     Condition        Report By
 AN2140  HISTORY     - 1952     MONUMENTED       CGS
 AN2140  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN2140
 AN2140                          STATION DESCRIPTION
 AN2140
 AN2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2140'THE STATION IS LOCATED ABOUT 10 MI. S OF BEEVILLE.  1.5
 AN2140'MI. N OF SKIDMORE.  0.2 MI. S OF THE ARANSAS RIVER HWY BRIDGE.
 AN2140'200 YDS SE OF CEMETERY.  55 FEET E OF CENTER LINE OF U.S.
 AN2140'HWYS 181 AND 59.  33 FEET NE OF BOARD GATE AND TRACK ROAD
 AN2140'AND 10 FEET E OF A NS FENCE LINE.  MARK IS STAMPED ARAN 1952
 AN2140'AND PROJECTS 6 INCHES.
 AN2140'
 AN2140'TO REACH THE STATION FROM COURTHOUSE IN BEEVILLE, GO S ON
 AN2140'U.S. HWYS 181 AND 59 FOR 0.5 MI. TO JUNCTION WITH STATE
 AN2140'HWY 202.  TURN RIGHT AND GO W AND THEN S ON U.S. HWYS 181
 AN2140'AND 59 FOR 9.15 MI. TO BOARD GATE ON LEFT.  TURN LEFT THRU
 AN2140'GATE AND THE STATION DESCRIBED.
 AN2140'
 AN2140'ALL MARKS ARE STANDARD BRONZE DISKS SET IN TOPS OF CONCRETE
 AN2140'POSTS.
 AN2140'
 AN2140'R.M. 1 IS 64 FEET E OF A NW FENCE LINE AND 11 FEET S OF A
 AN2140'TRACK ROAD.  IT IS A STANDARD AZIMUTH MARK DISK SET IN TOP
 AN2140'OF CONCRETE POST.  THE MARK IS STAMPED ARAN NO 1 1952 AND
 AN2140'PROJECTS 2 INCHES.
 AN2140'
 AN2140'R.M. 2 IS 45 FEET E OF CENTER LINE OF U.S. HWYS 181 AND 59
 AN2140'AND 1 FOOT E OF A NW FENCE LINE.  MARK IS STAMPED ARAN NO
 AN2140'2 1952 PROJECTING 4 INCHES.
 AN2140'
 AN2140'THE AZIMUTH MARK IS 200 FEET NW OF A FARM HOUSE.  6 FEET
 AN2140'W OF SMALL BARN AND 2 FEET S OF AN EW FENCE LINE.  IT IS
 AN2140'A STANDARD REFERENCE MARK DISK SET IN TOP OF A CONCRETE POST.
 AN2140'THE MARK IS STAMPED ARAN 1952 AND PROJECTS 4 INCHES.
 AN2140'
 AN2140'TO REACH AZIMUTH FROM THE STATION, GO S ON U.S. HWYS 181
 AN2140'AND 59 FOR 0.3 MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO E
 AN2140'FOR 0.1 MI. TO FARM HOUSE AND A NS FENCE LINE LEADING TO BARN
 AN2140'AND WOODEN FENCE.  TURN N ALONG FENCE LINE FOR 0.05 MI.
 AN2140'TO BARN AND AZIMUTH MARK ON E SIDE AS DESCRIBED.
 AN2140'
 AN2140'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 AN2140
 AN2140                          STATION RECOVERY (1997)
 AN2140
 AN2140'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN2140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1197 ***********************************************************************
 AH1197  DESIGNATION -  ARANSAS
 AH1197  PID         -  AH1197
 AH1197  STATE/COUNTY-  TX/SAN PATRICIO
 AH1197  USGS QUAD   -  ARANSAS PASS (1975)
 AH1197
 AH1197                         *CURRENT SURVEY CONTROL
 AH1197  ___________________________________________________________________
 AH1197* NAD 83(1993)-  27 55 04.65952(N)    097 09 54.00100(W)     ADJUSTED  
 AH1197* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AH1197  ___________________________________________________________________
 AH1197  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1197  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AH1197
 AH1197  HORZ ORDER  -  FIRST
 AH1197
 AH1197.The horizontal coordinates were established by classical geodetic methods
 AH1197.and adjusted by the National Geodetic Survey in February 1996..
 AH1197
 AH1197.The orthometric height was scaled from a topographic map.
 AH1197
 AH1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1197
 AH1197.The geoid height was determined by GEOID03.
 AH1197
 AH1197;                    North         East     Units Scale Factor Converg.
 AH1197;SPC TX S     - 5,250,130.602   431,412.890   MT  1.00002252   +0 36 22.0
 AH1197;SPC TX S     -17,224,803.48  1,415,393.79   sFT  1.00002252   +0 36 22.0
 AH1197;SPC TXSC     - 4,010,797.232   780,653.096   MT  1.00016606   +0 53 56.4
 AH1197;SPC TXSC     -13,158,757.25  2,561,192.70   sFT  1.00016606   +0 53 56.4
 AH1197;UTM  14      - 3,089,468.723   680,575.721   MT  1.00000248   +0 51 33.8
 AH1197
 AH1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1197!SPC TX S     -   1.00000295  x   1.00002252  =   1.00002547
 AH1197!SPC TXSC     -   1.00000295  x   1.00016606  =   1.00016901
 AH1197!UTM  14      -   1.00000295  x   1.00000248  =   1.00000543
 AH1197
 AH1197:                Primary Azimuth Mark                     Grid Az
 AH1197:SPC TX S     -  ROCKPORT COURTHOUSE DOME                 042 01 23.4
 AH1197:SPC TXSC     -  ROCKPORT COURTHOUSE DOME                 041 43 49.0
 AH1197:UTM  14      -  ROCKPORT COURTHOUSE DOME                 041 46 11.6
 AH1197
 AH1197|---------------------------------------------------------------------|
 AH1197| PID    Reference Object                     Distance      Geod. Az  |
 AH1197|                                                           dddmmss.s |
 AH1197| AN2099 ROCKPORT COURTHOUSE DOME            APPROX.16.3 KM 0423745.4 |
 AH1197| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX.12.2 KM 1190650.6 |
 AH1197| AH0170 DRAW                                APPROX. 6.1 KM 1193230.4 |
 AH1197| AH1200 ARANSAS PASS OLD MUN TK             APPROX. 2.8 KM 1224738.1 |
 AH1197| AH1201 ARANSAS PASS NEW MUN TK             APPROX. 1.8 KM 1234607.4 |
 AH1197| AH1164 ARANSAS PASS WHAREHOUSE TER TK      APPROX.12.7 KM 1272604.0 |
 AH1197| AH1147 PORT ARANSAS COAST GUARD CUP        APPROX.13.7 KM 1302330.5 |
 AH1197| CV2460 ARANSAS RM 1                         27.350 METERS 20956     |
 AH1197| CV2461 ARANSAS RM 2                                       29743     |
 AH1197|---------------------------------------------------------------------|
 AH1197
 AH1197                          SUPERSEDED SURVEY CONTROL
 AH1197
 AH1197  NAD 83(1986)-  27 55 04.66616(N)    097 09 53.97822(W) AD(       ) 1
 AH1197  NAD 27      -  27 55 03.58400(N)    097 09 53.01500(W) AD(       ) 1
 AH1197
 AH1197.Superseded values are not recommended for survey control.
 AH1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1197.See file dsdata.txt to determine how the superseded data were derived.
 AH1197
 AH1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8057689469(NAD 83)
 AH1197_MARKER: DS = TRIANGULATION STATION DISK
 AH1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1197
 AH1197  HISTORY     - Date     Condition        Report By
 AH1197  HISTORY     - 1931     MONUMENTED       CGS
 AH1197  HISTORY     - 1934     GOOD             CGS
 AH1197  HISTORY     - 1937     GOOD             CGS
 AH1197  HISTORY     - 1937     GOOD             TXHD
 AH1197  HISTORY     - 1948     GOOD             CGS
 AH1197  HISTORY     - 1949     GOOD             CGS
 AH1197  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1197  HISTORY     - 1971     MARK NOT FOUND   USGS
 AH1197  HISTORY     - 1974     MARK NOT FOUND   NGS
 AH1197  HISTORY     - 1977     MARK NOT FOUND   NGS
 AH1197  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH1197
 AH1197                          STATION DESCRIPTION
 AH1197
 AH1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AH1197'STATION IS ABOUT 17 MILES NE OF CORPUR CHRISTI, 1 MILE NW
 AH1197'OF THE TOWN OF ARANSAS PASS, ON SUMMIT OF A BUSHY RIDGE,
 AH1197'APPROXIMATELY 1 MILE W OF THE NEW MUNICIPAL WATER TANK, AND
 AH1197'50 FEET N OF CENTER LINE OF HIGHWAY 57.
 AH1197'
 AH1197'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AH1197'DISKS SET IN CONCRETE.
 AH1197'SURFACE MARK IS FLUSH WITH GROUND.
 AH1197'
 AH1197'REFERENCE MARK NO. 1 PROJECTS 4 INCHES ABOVE GROUND, IS 40
 AH1197'FEET S OF CENTER LINE OF HIGHWAY 57, AND 89.73 FEET FROM
 AH1197'STATION S 29 DEG 56 MIN W.
 AH1197'
 AH1197'REFERENCE MARK NO. 2 PROJECTS 6 INCHES ABOVE GROUND, IS 44
 AH1197'FEET S OF CENTER LINE OF HIGHWAY 57, AND IS APPROXIMATELY
 AH1197'0.3 MILE FROM STATION, N 61 DEG 17 MIN W.
 AH1197'
 AH1197'STATION REACHED FROM ARANSAS PASS BY HIGHWAY 57, NW 1.6 MILES
 AH1197'FROM MAIN STREET, AND PAST MUNICIPAL TANK ABOUT 1 MILE.
 AH1197
 AH1197                          STATION RECOVERY (1934)
 AH1197
 AH1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1197'STATION IS 1 MILE NW FROM THE TOWN OF ARANSAS PASS, NEAR
 AH1197'STATE HIGHWAY 35, SITUATED ON THE SUMMIT OF A SMALL RIDGE IN
 AH1197'A PASTURE.  IT IS 15 METERS N FROM CENTER LINE OF HIGHWAY,
 AH1197'0.25 MILE WNW FROM SIMON BOUSONS HOUSE, AND 0.3 MILE W FROM
 AH1197'J.M. MC PHERSONS HOUSE.
 AH1197'
 AH1197'REFERENCE MARK NO. 1 IS 27.35 METERS SSW FROM STATION AND
 AH1197'ABOUT 12 METERS S OF THE CENTER LINE OF THE HIGHWAY.
 AH1197'
 AH1197'REFERENCE MARK NO. 2 IS ABOUT 0.3 MILE WNW FROM STATION AND
 AH1197'13 METERS S OF THE CENTER LINE OF THE HIGHWAY.
 AH1197'
 AH1197'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1197'ARANSAS PASS WATER TANK, 115-1/2 DEG.  CHIMNEY OF SIMON HOUSONS
 AH1197'HOUSE 131 DEG.  CENTER OF MC PHERSONS HOUSE, 113 DEG.  WINDMILL
 AH1197'ON PROPERTY OF JOHN SMALLSHAW, 1/2 MILE, 303-1/2 DEG.
 AH1197
 AH1197                          STATION RECOVERY (1937)
 AH1197
 AH1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JMF)
 AH1197'THE STATION IS LOCATED 1.2 MILES W OF THE NEW MUNICIPAL
 AH1197'WATER TANK AND ON HIGHWAY 35 INSTEAD OF HIGHWAY 57.
 AH1197'
 AH1197'STATION AND REFERENCE MARKS IS SOUND CONDITION.
 AH1197
 AH1197                          STATION RECOVERY (1937)
 AH1197
 AH1197'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AH1197'STATION MARK AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.
 AH1197'NO ATTEMPT TO FIND REFERENCE MARK NO. 2 WAS MADE.  DESCRIPTION
 AH1197'OF 1931 IS GOOD EXCEPT THAT THE STATE HIGHWAY MENTIONED IS
 AH1197'NOW 35 (STATE HIGHWAY 35) INSTEAD OF 57.
 AH1197
 AH1197                          STATION RECOVERY (1948)
 AH1197
 AH1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AH1197'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION
 AH1197'IS NOW ON THE VERY EDGE OF A SAND ROAD LEAVING STATE HIGHWAY
 AH1197'35 IN A N DIRECTION.  IT IS 2 INCHES BELOW THE SURFACE OF
 AH1197'THE SAND.  IT IS 25 FEET N OF A POWER LINE POLE AT THE
 AH1197'INTERSECTION OF THE HIGHWAY AND THE SAND ROAD.
 AH1197'
 AH1197'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 AH1197'
 AH1197'REFERENCE MARK 2 IS ABOUT 0.3 MILE NW OF THE STATION, 9.5
 AH1197'METERS SW OF THE CENTER LINE OF STATE HIGHWAY 35, IN THE CORNER
 AH1197'OF A WELL-KEPT LAWN.  IT PROJECTS ABOUT 8 INCHES.
 AH1197
 AH1197                          STATION RECOVERY (1949)
 AH1197
 AH1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1197'STATION RECOVERED.  STATION IS NOW IN A DRIVEWAY AND THE
 AH1197'CONCRETE AROUND THE DISK HAS BEEN CHIPPED OFF.  THE DISTANCE
 AH1197'FROM R.M. 1 WAS CHECKED AND FOUND TO BE CORRECT, 27.35 METERS.
 AH1197'R.M. 2 WAS NOT RECOVERED.
 AH1197'
 AH1197'STATION IS 1.1 MILES W ALONG STATE HIGHWAY 35 FROM THE WATER
 AH1197'TANK AT ARANSAS PASS, 50.6 FEET N OF CENTER LINE OF ROAD,
 AH1197'16.15 FEET W OF SW CORNER OF WHITE STUCCO HOUSE.
 AH1197'
 AH1197'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF CONCRETE
 AH1197'MONUMENT PROJECTING 3 INCHES ABOVE GROUND AND STAMPED ARANSAS 1931.
 AH1197'
 AH1197'R.M. 1 IS SW OF THE STATION, 39.5 FEET S OF CENTER LINE
 AH1197'OF ROAD, AND 42.0 FEET W OF A TELEPHONE POLE.  IT IS A BRONZE
 AH1197'REFERENCE DISK SET IN TOP OF 12-INCH SQUARE CONCRETE MONUMENT
 AH1197'PROJECTING 4 INCHES ABOVE GROUND AND STAMPED ARANSAS NO 1 1931.
 AH1197
 AH1197                          STATION RECOVERY (1969)
 AH1197
 AH1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1197'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  MEASUREMENTS
 AH1197'INDICATE THAT THE STATION IS UNDER A MACADAMIZED DRIVEWAY
 AH1197'IN FRONT OF A MOTEL.
 AH1197'
 AH1197'REFERENCE MARK NO. 1 MONUMENT WAS FOUND LYING ALONG THE ROAD
 AH1197'RIGHT-OF-WAY.
 AH1197'
 AH1197'REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT FOUND.
 AH1197'
 AH1197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHWEST
 AH1197'SIDE OF ARANSAS PASS.
 AH1197
 AH1197                          STATION RECOVERY (1971)
 AH1197
 AH1197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JNH)
 AH1197'NEW HIGHWAY 35 CONSTRUCTIN COVERS THIS POSITION.  IT IS
 AH1197'RECOMMENDED THAT THIS STATION BE CLASSIFIED AS DESTROYED.
 AH1197'LOCAL RESIDENT CLAIMS IT WAS DESTROYED.
 AH1197
 AH1197                          STATION RECOVERY (1974)
 AH1197
 AH1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AH1197'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  AS PREVIOUSLY
 AH1197'REPORTED THE STATION MARK MAY BE UNDER A MACADAMIZED DRIVEWAY
 AH1197'INTO A MOTEL.  THE NEARBY PHYSICAL REFERENCES HAVE BEEN
 AH1197'DESTROYED.  NO TRACE OF ANY OF THE REFERENCE MARKS WERE FOUND
 AH1197'AT THIS TIME.
 AH1197'
 AH1197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NW
 AH1197'EDGE OF ARANSAS PASS
 AH1197
 AH1197                          STATION RECOVERY (1977)
 AH1197
 AH1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1197'STATION WAS SEARCHED FOR BY NOT RECOVERED, UNDERGROUND MARK COULD
 AH1197'STILL BE ALRIGHT, BUT IS UNDER THE DRIVE WAY INTO THE GULF SKYES
 AH1197'MOTEL.
 AH1197'
 AH1197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NW EDGE OF
 AH1197'ARANSAS PASS.
 AH1197
 AH1197                          STATION RECOVERY (1995)
 AH1197
 AH1197'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8539 ***********************************************************************
 AA8539  DESIGNATION -  ARANSAS A USCG
 AA8539  PID         -  AA8539
 AA8539  STATE/COUNTY-  TX/NUECES
 AA8539  USGS QUAD   -  PORT ARANSAS (1975)
 AA8539
 AA8539                         *CURRENT SURVEY CONTROL
 AA8539  ___________________________________________________________________
 AA8539* NAD 83(1993)-  27 50 16.27024(N)    097 03 34.30850(W)     ADJUSTED  
 AA8539* NAVD 88     -         1.422  (meters)       4.67   (feet)  ADJUSTED  
 AA8539  ___________________________________________________________________
 AA8539  EPOCH DATE  -        1996.00
 AA8539  X           -    -693,664.264 (meters)                     COMP
 AA8539  Y           -  -5,601,323.216 (meters)                     COMP
 AA8539  Z           -   2,960,616.170 (meters)                     COMP
 AA8539  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AA8539  ELLIP HEIGHT-         -24.93  (meters)          (10/23/00) GPS OBS
 AA8539  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AA8539  DYNAMIC HT  -           1.420 (meters)       4.66  (feet)  COMP
 AA8539  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 AA8539
 AA8539  HORZ ORDER  -  A
 AA8539  VERT ORDER  -  FIRST     CLASS II
 AA8539  ELLP ORDER  -  FOURTH    CLASS II
 AA8539
 AA8539.This is a reference station for the ARANSAS PASS 3
 AA8539.National Continuously Operating Reference Station (ARP3).
 AA8539
 AA8539.The horizontal coordinates were established by GPS observations
 AA8539.and adjusted by the National Geodetic Survey in August 1996..
 AA8539.The horizontal coordinates are valid at the epoch date displayed above.
 AA8539.The epoch date for horizontal control is a decimal equivalence
 AA8539.of Year/Month/Day.
 AA8539
 AA8539.The orthometric height was determined by differential leveling
 AA8539.and adjusted by the National Geodetic Survey in July 2002..
 AA8539.WARNING-GPS observations at this control monument resulted in a GPS
 AA8539.derived orthometric height which differed from the leveled height by
 AA8539.more than one decimeter (0.1 meter).
 AA8539
 AA8539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8539
 AA8539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8539
 AA8539.The ellipsoidal height was determined by GPS observations
 AA8539.and is referenced to NAD 83.
 AA8539
 AA8539.The geoid height was determined by GEOID03.
 AA8539
 AA8539.The dynamic height is computed by dividing the NAVD 88
 AA8539.geopotential number by the normal gravity value computed on the
 AA8539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8539.degrees latitude (g = 980.6199 gals.).
 AA8539
 AA8539.The modeled gravity was interpolated from observed gravity values.
 AA8539
 AA8539;                    North         East     Units Scale Factor Converg.
 AA8539;SPC TX S     - 5,241,367.860   441,895.909   MT  1.00000115   +0 39 14.3
 AA8539;SPC TX S     -17,196,054.39  1,449,786.83   sFT  1.00000115   +0 39 14.3
 AA8539;UTM  14      - 3,080,752.206   691,097.468   MT  1.00005076   +0 54 23.1
 AA8539
 AA8539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8539!SPC TX S     -   1.00000392  x   1.00000115  =   1.00000507
 AA8539!UTM  14      -   1.00000392  x   1.00005076  =   1.00005468
 AA8539
 AA8539|---------------------------------------------------------------------|
 AA8539| PID    Reference Object                     Distance      Geod. Az  |
 AA8539|                                                           dddmmss.s |
 AA8539| AA8540 ARANSAS B USCG                      219.948 METERS 00954     |
 AA8539| DH4670 CG 71                               APPROX. 0.5 KM 3002734.1 |
 AA8539|---------------------------------------------------------------------|
 AA8539
 AA8539                          SUPERSEDED SURVEY CONTROL
 AA8539
 AA8539  ELLIP H (08/15/96)  -24.92   (m)                       GP(1996.00) 3 1
 AA8539  NAD 83(1993)-  27 50 16.27161(N)    097 03 34.30748(W) AD(       ) A
 AA8539  ELLIP H (10/20/95)  -24.82   (m)                       GP(       ) 1 1
 AA8539  NAVD 88 (08/15/96)    1.42   (m)            4.7    (f) LEVELING    3  
 AA8539
 AA8539.Superseded values are not recommended for survey control.
 AA8539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8539.See file dsdata.txt to determine how the superseded data were derived.
 AA8539
 AA8539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9109780752(NAD 83)
 AA8539_MARKER: I = METAL ROD
 AA8539_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8539_STAMPING: USCG ARANSAS A 1995
 AA8539_MARK LOGO: NGS   
 AA8539_PROJECTION: RECESSED 8 CENTIMETERS
 AA8539_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8539+SATELLITE: SATELLITE OBSERVATIONS - 2005
 AA8539_ROD/PIPE-DEPTH: 10.0 meters
 AA8539_SLEEVE-DEPTH  : 1.00 meters
 AA8539
 AA8539  HISTORY     - Date     Condition        Report By
 AA8539  HISTORY     - 1995     MONUMENTED       NGS
 AA8539  HISTORY     - 19950602 GOOD             NGS
 AA8539  HISTORY     - 19960401 GOOD             NGS
 AA8539  HISTORY     - 19970204 GOOD             NGS
 AA8539  HISTORY     - 20030430 GOOD             NGS
 AA8539  HISTORY     - 2005     GOOD             CCTI
 AA8539
 AA8539                          STATION DESCRIPTION
 AA8539
 AA8539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AA8539'THE STATION IS LOCATED AT THE PORT ARANSAS COAST GUARD STATION IN PORT
 AA8539'ARANSAS, TX.  APPROXIMATELY 17 MI.  (27.4 KM) NORTH-EAST OF CORPUS
 AA8539'CHRISTI, TX.  ---OWNERSHIP UNITED STATES COAST GUARD---  TO REACH FROM
 AA8539'THE JUNCTION OF P22 AND STATE HIGHWAY 361 ON MUSTANG ISLAND (EAST OF
 AA8539'CORPUS CHRISTI, TX) .  GO NORTHERLY ON HIGHWAY 361 FOR 17.8 MI.  (28.6
 AA8539'KM) TO THE JUCTION OF STATE HIGHWAY 361 AND AVENUE G.  CONTINUE AHEAD,
 AA8539'NORTHERLY, ON ALISTER ROAD FOR 0.8 MI (1.3 KM) TO COTTER ROAD.  TURN
 AA8539'RIGHT AND GO 0.1 MILES (0.2 KM) TO SOUTH STATION STREET.  TURN LEFT
 AA8539'AND GO 0.1 MI (0.2 KM) TO THE COAST GUARD STATION ON THE LEFT.
 AA8539'CONTINUE AHEAD TO THE FIRST LOCKED GATE ON THE LEFT, (KEY FOR GATE MAY
 AA8539'BE OBTAINED FROM PETTY OFFICER THOMPSON IN THE COAST GUARD STATION)
 AA8539'CONTINUE AHEAD TO THE STATION ON THE LEFT.  THE MARK IS A PUNCHMARK ON
 AA8539'THE TOP OF A STAINLESS STEEL ROD ENCASED IN A GREASED FILLED SLEEVE
 AA8539'SURROUNDED BY A 5-INCH PVC PIPE WITH ATTACHED LOGO CAP.  THE MARK IS
 AA8539'51.6 FT (15.7 M) NORTH OF A PLANT BOX, 45.7 FT (13.9 M) NORTH OF THE
 AA8539'NORTH 1 OF 5 PALM TREES, 12.6 FT (3.8 M) SOUTH-EAST OF A FENCE CORNER,
 AA8539'9.2 FT (2.8 M) SOUTH OF A CHAINLINK FENCE, 9,2 EAST OF A FENCE AND
 AA8539'WITNESS POST.  *NOTE ACCESS IS HAD THROUGH A 5-INCH LOGO CAP*
 AA8539
 AA8539                          STATION RECOVERY (1996)
 AA8539
 AA8539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RJH)
 AA8539'THE MARK WAS FOUND IN GOOD CONDITION BUT THE DESCRIPTION WAS FOUND TO
 AA8539'CONTAIN TRANSPOSITION OF DIRECTIONS AND OTHER ERRORS.  THE MARK IS
 AA8539'REDESCRIBED AS FOLLOWS.  LOCATED AT THE PORT ARANSAS COAST GUARD
 AA8539'STATION IN PORT ARANSAS, TX.  APPROXIMATELY 17 MI (27.4 KM) NORTHEAST
 AA8539'OF CORPUS CHRISTI, TX.  THE POINT OF CONTACT AT THE TIME OF RECOVERY
 AA8539'WAS, E.T.2 LEROY SOLIS, UNITED STATES COAST GUARD GROUP CORPUS
 AA8539'CHRISTI, COAST GUARD STATION PORT ARANSAS, PO BOX 338, PORT ARANSAS,
 AA8539'TX 78373, PHONE 512-749-5217.  TO REACH FROM THE JUNCTION OF HIGHWAYS
 AA8539'P22 AND STATE 361 ON MUSTANG ISLAND (EAST OF CORPUS CHRISTI) , GO
 AA8539'NORTH ON HWY 361 FOR 17.8 MI (28.6 KM) TO THE JUNCTION OF STATE HWY
 AA8539'361 AND AVENUE G.  CONTINUE NORTHERLY ON ALISTER STREET FOR 0.8 MI
 AA8539'(1.3 KM) TO COTTER AVENUE.  TURN RIGHT ON COTTER AVE AND GO 0.1 MI
 AA8539'(0.2 KM) TO SOUTH STATION STREET.  TURN LEFT ON SOUTH STATION STREET
 AA8539'AND GO 0.1 MI (0.2 KM) TO THE COAST GUARD STATION ON THE LEFT,
 AA8539'CONTINUE AHEAD TO THE GATE ON THE LEFT, ENTER GATE, PARK IN VISITOR
 AA8539'PARKING SPACE AND SEE THE DUTY OFFICER IN THE ADMINISTRATION BUILDING
 AA8539'FOR PERMISSION TO ACCESS MARK WHICH IS LOCATED IN THE EXTREME
 AA8539'SOUTHWEST CORNER OF THE COAST GUARD PROPERTY,  A CENTERPUNCHED
 AA8539'STAINLESS STEEL ROD ENCASED IN A GREASE FILLED SLEEVE SURROUNDED BY A
 AA8539'5 INCH DIAM PVC PIPE WITH AN ATTACHED LOGO CAP, 51.6 FT (15.7 M) WEST
 AA8539'OF A SMALL PLANTER BOX, 45.7 FT (13.9 M) WEST OF THE WESTERLY ONE OF
 AA8539'FIVE ROYAL PALMS LINING THE SOUTH SIDE OF THE PROPERTY, 12.6 FT (3.8
 AA8539'M) NORTHEAST OF THE SOUTHWEST CORNER OF THE HURRICANE FENCE AROUND THE
 AA8539'COAST GUARD PROPERTY, 9.2 FT (2.8 M) NORTH OF THE FENCE AND 9.2 FT
 AA8539'(2.8 M) EAST OF THE FENCE AND AN ORANGE CARSONITE WITNESS POST.  MARK
 AA8539'IS ACCESSED THROUGH THE 5 INCH LOGO CAP.
 AA8539
 AA8539                          STATION RECOVERY (1997)
 AA8539
 AA8539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AA8539'1.1 KM (0.70 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AA8539'IN PORT ARANSAS, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG COTTER AVENUE,
 AA8539'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG STATION STREET, THENCE 0.05 KM
 AA8539'(0.05 MI) WESTERLY ALONG A ROAD LEADING TO THE COAST GUARD STATION,
 AA8539'2.8 M (9.2 FT) NORTH OF A WITNESS POST AND CHAIN-LINK FENCE, AND 2.8 M
 AA8539'(9.2 FT) EAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 AA8539'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AA8539'THE SPECIFICATIONS FOR A CLASS A MARK. THE ROD DEPTH IS UNKNOWN.
 AA8539
 AA8539                          STATION RECOVERY (2003)
 AA8539
 AA8539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 AA8539'RECOVERED IN GOOD CONDITION.
 AA8539
 AA8539                          STATION RECOVERY (2005)
 AA8539
 AA8539'RECOVERY NOTE BY C AND C TECHNOLOGIES INCORPORATED 2005
 AA8539'RECOVERY NOTE BY C AND C TECHNOLOGIES 2005 (JEW)RECOVERED AS
 AA8539'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8540 ***********************************************************************
 AA8540  DESIGNATION -  ARANSAS B USCG
 AA8540  PID         -  AA8540
 AA8540  STATE/COUNTY-  TX/NUECES
 AA8540  USGS QUAD   -  PORT ARANSAS (1975)
 AA8540
 AA8540                         *CURRENT SURVEY CONTROL
 AA8540  ___________________________________________________________________
 AA8540* NAD 83(1993)-  27 50 23.30923(N)    097 03 32.92739(W)     ADJUSTED  
 AA8540* NAVD 88     -         1.005  (meters)       3.30   (feet)  ADJUSTED  
 AA8540  ___________________________________________________________________
 AA8540  EPOCH DATE  -        1996.00
 AA8540  X           -    -693,614.278 (meters)                     COMP
 AA8540  Y           -  -5,601,227.074 (meters)                     COMP
 AA8540  Z           -   2,960,807.573 (meters)                     COMP
 AA8540  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AA8540  ELLIP HEIGHT-         -25.35  (meters)          (10/23/00) GPS OBS
 AA8540  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AA8540  DYNAMIC HT  -           1.003 (meters)       3.29  (feet)  COMP
 AA8540  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 AA8540
 AA8540  HORZ ORDER  -  A
 AA8540  VERT ORDER  -  FIRST     CLASS II
 AA8540  ELLP ORDER  -  FOURTH    CLASS II
 AA8540
 AA8540.This is a reference station for the ARANSAS PASS 3
 AA8540.National Continuously Operating Reference Station (ARP3).
 AA8540
 AA8540.The horizontal coordinates were established by GPS observations
 AA8540.and adjusted by the National Geodetic Survey in August 1996..
 AA8540.The horizontal coordinates are valid at the epoch date displayed above.
 AA8540.The epoch date for horizontal control is a decimal equivalence
 AA8540.of Year/Month/Day.
 AA8540
 AA8540.The orthometric height was determined by differential leveling
 AA8540.and adjusted by the National Geodetic Survey in July 2002..
 AA8540.WARNING-GPS observations at this control monument resulted in a GPS
 AA8540.derived orthometric height which differed from the leveled height by
 AA8540.more than one decimeter (0.1 meter).
 AA8540
 AA8540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8540
 AA8540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8540
 AA8540.The ellipsoidal height was determined by GPS observations
 AA8540.and is referenced to NAD 83.
 AA8540
 AA8540.The geoid height was determined by GEOID03.
 AA8540
 AA8540.The dynamic height is computed by dividing the NAVD 88
 AA8540.geopotential number by the normal gravity value computed on the
 AA8540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8540.degrees latitude (g = 980.6199 gals.).
 AA8540
 AA8540.The modeled gravity was interpolated from observed gravity values.
 AA8540
 AA8540;                    North         East     Units Scale Factor Converg.
 AA8540;SPC TX S     - 5,241,584.955   441,931.225   MT  1.00000165   +0 39 15.0
 AA8540;SPC TX S     -17,196,766.64  1,449,902.69   sFT  1.00000165   +0 39 15.0
 AA8540;UTM  14      - 3,080,969.465   691,131.829   MT  1.00005092   +0 54 24.0
 AA8540
 AA8540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8540!SPC TX S     -   1.00000398  x   1.00000165  =   1.00000563
 AA8540!UTM  14      -   1.00000398  x   1.00005092  =   1.00005490
 AA8540
 AA8540|---------------------------------------------------------------------|
 AA8540| PID    Reference Object                     Distance      Geod. Az  |
 AA8540|                                                           dddmmss.s |
 AA8540| AA8539 ARANSAS A USCG                      219.948 METERS 18954     |
 AA8540|---------------------------------------------------------------------|
 AA8540
 AA8540                          SUPERSEDED SURVEY CONTROL
 AA8540
 AA8540  ELLIP H (08/15/96)  -25.34   (m)                       GP(1996.00) 3 1
 AA8540  NAD 83(1993)-  27 50 23.31047(N)    097 03 32.92660(W) AD(       ) A
 AA8540  ELLIP H (10/20/95)  -25.24   (m)                       GP(       ) 1 1
 AA8540  NAVD 88 (08/15/96)    1.00   (m)            3.3    (f) LEVELING    3  
 AA8540
 AA8540.Superseded values are not recommended for survey control.
 AA8540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8540.See file dsdata.txt to determine how the superseded data were derived.
 AA8540
 AA8540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9113280969(NAD 83)
 AA8540_MARKER: I = METAL ROD
 AA8540_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8540_STAMPING: USCG ARANSAS B 1995
 AA8540_MARK LOGO: NGS   
 AA8540_PROJECTION: RECESSED 8 CENTIMETERS
 AA8540_MAGNETIC: I = MARKER IS A STEEL ROD
 AA8540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8540+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AA8540_ROD/PIPE-DEPTH: 10   meters
 AA8540_SLEEVE-DEPTH  : 1 meters
 AA8540
 AA8540  HISTORY     - Date     Condition        Report By
 AA8540  HISTORY     - 1995     MONUMENTED       NGS
 AA8540  HISTORY     - 19950602 GOOD             NGS
 AA8540  HISTORY     - 19960401 GOOD             NGS
 AA8540  HISTORY     - 19970204 GOOD             NGS
 AA8540
 AA8540                          STATION DESCRIPTION
 AA8540
 AA8540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AA8540'THE STATION IS LOCATED AT THE PRT ARANSAS COAST GUARD STATION IN PORT
 AA8540'ARANSAS, TX, APPROXIMATELY 17 MI (27.4 KM) NORTH-EAST OF CORPUS
 AA8540'CHRISTI, TX.  ---OWNERSHIP UNITED STATES COAST GUARD---  TO REACH FROM
 AA8540'THE JUNCTION OF P22 AND STATE HIGHWAY 361 ON MUSTANG ISLAND (EAST OF
 AA8540'CORPUS CHRISTI,TX) , GO NORTHERLY ON HIGHWAY 361 FOR 28.6 KM.  (17.75
 AA8540'MI) TO THE JUNCTION OF STATE HIGHWAY STATE HIGHWAY 361 WEST AND AVENUE
 AA8540'G.  CONTINUE AHEAD, NORTHERLY ON ALISTER ROAD FOR 1.3 KM (0.80 MI) TO
 AA8540'COTTER ROAD.  TURN RIGHT AND GO 0.2 KM (0.10 MI) TO SOUTH STATION
 AA8540'STREET TURN LEFT AND GO 0.2 KM (0.10 MI) THO THE COAST GUARD STATION
 AA8540'ON THE LEFT.  CONTINUE AHEAD TO THE THIRD GATE ON THE LEFT, TURN LEFT
 AA8540'THROUGH GATE, TURN RIGHT AND CONTINUE TO A PIER AND STATION ON THE
 AA8540'LEFT.  THE MARK IS A STAINLESS STEEL ROD ROD ENCASED IN A GREASED
 AA8540'FILLED SLEEVE SURROUNDED BY A 5-INCH PVC PIPE WITH ATTACHED LOGO CAP.
 AA8540'THE MARK IS 27 FT (8.2 M) NORTH OF THE EDGE OF A PARKING LOT, 23.1 FT
 AA8540'(7.0 M) WEST OF THE EDGE OF THE PIER, 7.7 FT (2.3 M) SOUTH OF A FENCE
 AA8540'AND WITNESS POST.  ** NOTE ACCESS IS HAD THROUGH A 5-INCH LOGO CAP **
 AA8540
 AA8540                          STATION RECOVERY (1996)
 AA8540
 AA8540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RJH)
 AA8540'THE MARK WAS FOUND IN GOOD CONDITION BUT THE DESCRIPTION WAS FOUND TO
 AA8540'CONTAIN TRANSPOSITION OF DIRECTIONS AND OTHER ERRORS.  THE MARK IS
 AA8540'REDESCRIBED AS FOLLOWS.  LOCATED AT THE PORT ARANSAS COAST GUARD
 AA8540'STATION IN PORT ARANSAS, TX.  APPROXIMATELY 17 MI (27.4 KM) NORTHEAST
 AA8540'OF CORPUS CHRISTI, TX.  THE POINT OF CONTACT AT THE TIME OF RECOVERY
 AA8540'WAS, E.T.2 LEROY SOLIS, UNITED STATES COAST GUARD GROUP CORPUS
 AA8540'CHRISTI, COAST GUARD STATION PORT ARANSAS, PO BOX 338, PORT ARANSAS,
 AA8540'TX 78373, PHONE 512-749-5217.  TO REACH FROM THE JUNCTION OF HIGHWAYS
 AA8540'P22 AND STATE 361 ON MUSTANG ISLAND (EAST OF CORPUS CHRISTI) , GO
 AA8540'NORTH ON HWY 361 FOR 17.8 MI (28.6 KM) TO THE JUNCTION OF STATE HWY
 AA8540'361 AND AVENUE G.  CONTINUE NORTHERLY ON ALISTER STREET FOR 0.8 MI
 AA8540'(1.3 KM) TO COTTER AVENUE.  TURN RIGHT ON COTTER AVE AND GO 0.1 MI
 AA8540'(0.2 KM) TO SOUTH STATION STREET.  TURN LEFT ON SOUTH STATION STREET
 AA8540'AND GO 0.1 MI (0.2 KM) TO THE COAST GUARD STATION ON THE LEFT,
 AA8540'CONTINUE AHEAD TO THE GATE ON THE LEFT, ENTER GATE, PARK IN VISITOR
 AA8540'PARKING SPACE AND SEE THE DUTY OFFICER IN THE ADMINISTRATION BUILDING
 AA8540'FOR PERMISSION TO ACCESS MARK WHICH IS LOCATED NEAR THE NORTH END OF
 AA8540'THE FENCE ON THE WEST SIDE OF THE COAST GUARD PROPERTY JUST SOUTH OF A
 AA8540'BULKHEAD.  THE MARK IS A CENTERPUNCHED STAINLESS STEEL ROD ENCASED IN
 AA8540'A GREASE FILLED SLEEVE SURROUNDED BY A 5 INCH DIAM PVC PIPE WITH AN
 AA8540'ATTACHED LOGO CAP.  IT IS, 21.2 M (69.6 FT) NORTHEAST OF THE SOUTHWEST
 AA8540'CORNER OF A SMALL PARKING LOT, 8.08 M (26.51 FT) NORTHWEST OF EDGE OF
 AA8540'PARKING LOT, 6.87 M (22.54 FT) SOUTH OF EDGE OF PIER OVER WATER, AND
 AA8540'2.33 METERS (7.64 FT) SOUTHEAST OF A NORTH-SOUTH FENCE. MARK IS
 AA8540'ACCESSED THROUGH THE 5 INCH LOGO CAP.
 AA8540
 AA8540                          STATION RECOVERY (1997)
 AA8540
 AA8540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AA8540'1.1 KM (0.70 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AA8540'IN PORT ARANSAS, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG COTTER AVENUE,
 AA8540'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG STATION STREET, THENCE 0.05 KM
 AA8540'(0.05 MI) WESTERLY ALONG A ROAD LEADING TO THE COAST GUARD STATION,
 AA8540'8.2 M (26.9 FT) WEST OF THE WEST EDGE OF A PARKING AREA, 6.8 M (22.3
 AA8540'FT) SOUTH OF A SEAWALL, AND 2.3 M (7.5 FT) EAST OF A WITNESS POST AND
 AA8540'CHAIN-LINK FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AA8540'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AA8540'CLASS A MARK.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8405 ***********************************************************************
 AH8405  DESIGNATION -  ARANSAS BAY ALTERNATE RT LT 83
 AH8405  PID         -  AH8405
 AH8405  STATE/COUNTY-  TX/ARANSAS
 AH8405  USGS QUAD   -  ESTES (1975)
 AH8405
 AH8405                         *CURRENT SURVEY CONTROL
 AH8405  ___________________________________________________________________
 AH8405* NAD 83(1993)-  27 54 00.34179(N)    097 02 58.40529(W)     ADJUSTED  
 AH8405* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 AH8405  ___________________________________________________________________
 AH8405  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AH8405  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH8405
 AH8405  HORZ ORDER  -  THIRD
 AH8405
 AH8405.The horizontal coordinates were established by classical geodetic methods
 AH8405.and adjusted by the National Geodetic Survey in August 1998..
 AH8405
 AH8405.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8405
 AH8405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8405
 AH8405.The geoid height was determined by GEOID03.
 AH8405
 AH8405;                    North         East     Units Scale Factor Converg.
 AH8405;SPC TXSC     - 4,009,001.226   792,050.320   MT  1.00017373   +0 57 20.0
 AH8405;SPC TXSC     -13,152,864.86  2,598,585.09   sFT  1.00017373   +0 57 20.0
 AH8405;UTM  14      - 3,087,664.799   691,970.042   MT  1.00005488   +0 54 46.6
 AH8405
 AH8405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8405!SPC TXSC     -   1.00000334  x   1.00017373  =   1.00017707
 AH8405!UTM  14      -   1.00000334  x   1.00005488  =   1.00005822
 AH8405
 AH8405                          SUPERSEDED SURVEY CONTROL
 AH8405
 AH8405  NGVD 29 (08/21/98)    5.3    (m)           17.     (f) VERT ANG       
 AH8405
 AH8405.Superseded values are not recommended for survey control.
 AH8405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8405.See file dsdata.txt to determine how the superseded data were derived.
 AH8405
 AH8405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9197087665(NAD 83)
 AH8405_MARKER: 14 = NAVIGATION LIGHT
 AH8405
 AH8405  HISTORY     - Date     Condition        Report By
 AH8405  HISTORY     - 1989     FIRST OBSERVED   NOS
 AH8405
 AH8405                          STATION DESCRIPTION
 AH8405
 AH8405'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8405'THE STATION IS LOCATED ON THE SOUTH END OF MURRY SHOAL ALONG THE LYDIA
 AH8405'ANN CHANNEL, 4.6 MILES NORTH FROM PORT ARANSAS. TO REACH THE STATION
 AH8405'FROM PORT ARANSAS GO BY BOAT NORTH ON THE LYDIA ANN CHANNEL FOR 4.6
 AH8405'MILES TO THE LIGHT ON A SINGLE PILE STRUCTURE. THE STATION IS THE
 AH8405'HIGHEST VERTICAL POINT OF THE FLASHING GREEN LIGHT ATOP THE STRUCTURE.
 AH8405'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2412 ***********************************************************************
 AN2412  DESIGNATION -  ARANSAS BAY ICW LT 37
 AN2412  PID         -  AN2412
 AN2412  STATE/COUNTY-  TX/ARANSAS
 AN2412  USGS QUAD   -  ST CHARLES BAY SW (1952)
 AN2412
 AN2412                         *CURRENT SURVEY CONTROL
 AN2412  ___________________________________________________________________
 AN2412* NAD 83(1993)-  28 02 09.01109(N)    096 59 45.41738(W)     ADJUSTED  
 AN2412* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 AN2412  ___________________________________________________________________
 AN2412  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AN2412  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AN2412
 AN2412  HORZ ORDER  -  THIRD
 AN2412
 AN2412.The horizontal coordinates were established by classical geodetic methods
 AN2412.and adjusted by the National Geodetic Survey in February 1996..
 AN2412.No horizontal observational check was made to the station.
 AN2412
 AN2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2412
 AN2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2412
 AN2412.The geoid height was determined by GEOID03.
 AN2412
 AN2412;                    North         East     Units Scale Factor Converg.
 AN2412;SPC TXSC     - 4,024,133.170   797,070.502   MT  1.00011786   +0 58 54.5
 AN2412;SPC TXSC     -13,202,510.24  2,615,055.47   sFT  1.00011786   +0 58 54.5
 AN2412;UTM  14      - 3,102,791.952   697,000.681   MT  1.00007902   +0 56 32.1
 AN2412
 AN2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2412!SPC TXSC     -   1.00000342  x   1.00011786  =   1.00012128
 AN2412!UTM  14      -   1.00000342  x   1.00007902  =   1.00008244
 AN2412
 AN2412                          SUPERSEDED SURVEY CONTROL
 AN2412
 AN2412  NAD 83(1986)-  28 02 09.01754(N)    096 59 45.39727(W) AD(       ) 4
 AN2412  NGVD 29 (06/28/90)    5.     (m)           16.     (f) VERT ANG       
 AN2412
 AN2412.Superseded values are not recommended for survey control.
 AN2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2412.See file dsdata.txt to determine how the superseded data were derived.
 AN2412
 AN2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9700102792(NAD 83)
 AN2412_MARKER: 14 = NAVIGATION LIGHT
 AN2412
 AN2412  HISTORY     - Date     Condition        Report By
 AN2412  HISTORY     - 1985     FIRST OBSERVED   NGS
 AN2412  HISTORY     - 19910722 GOOD             USPSQD
 AN2412
 AN2412                          STATION DESCRIPTION
 AN2412
 AN2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AN2412'THE STATION, ARANSAS BAY INTRACOASTAL WATERWAY LIGHT 37
 AN2412'IS LOCATED ABOUT 6 KM (3.8 MI) EAST-NORTHEAST OF ROCKPORT AND 3.2 KM
 AN2412'(2 MI) EAST OF NINEMILE POINT.
 AN2412'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AN2412'CORPUS CHRIST TX 78407, PHONE 512-888-3175.
 AN2412'
 AN2412'TO REACH THE STATION, SEE GENERAL LOCATION.
 AN2412'
 AN2412'THE LANDMARK IS THE FLASHING WHITE HORIZON LIGHT MOUNTED ON A
 AN2412'CROSSBAR ON THE WEST SIDE OF STRUCTURE SUPPORTED BY A 2 PILE
 AN2412'DOLPHIN. A GREEN SQUARE DAYBOARD WITH THE NUMERAL 37 FACES NORTH
 AN2412'AND SOUTH. LIGHT IS LISTED AT 5.2 METERS (17 FT) ABOVE THE WATER.
 AN2412'STATION IS CARRIED IN THE 1984 USCG LIGHT LIST NUMBER 4838.
 AN2412'
 AN2412'AN EDM TIE WAS MADE TO STATION NINE 3 1972.
 AN2412'
 AN2412'DESCRIBED BY G. R. HEID.
 AN2412
 AN2412                          STATION RECOVERY (1991)
 AN2412
 AN2412'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN2412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1124 ***********************************************************************
 AH1124  DESIGNATION -  ARANSAS BAY LIGHT 108
 AH1124  PID         -  AH1124
 AH1124  STATE/COUNTY-  TX/ARANSAS
 AH1124  USGS QUAD   -  ESTES (1975)
 AH1124
 AH1124                         *CURRENT SURVEY CONTROL
 AH1124  ___________________________________________________________________
 AH1124* NAD 83(1993)-  27 58 16.67051(N)    097 03 21.24779(W)     ADJUSTED  
 AH1124* NAVD 88     -                                                        
 AH1124  ___________________________________________________________________
 AH1124  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AH1124  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AH1124
 AH1124  HORZ ORDER  -  THIRD
 AH1124
 AH1124.The horizontal coordinates were established by classical geodetic methods
 AH1124.and adjusted by the National Geodetic Survey in February 1996..
 AH1124
 AH1124
 AH1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1124
 AH1124.The geoid height was determined by GEOID03.
 AH1124
 AH1124;                    North         East     Units Scale Factor Converg.
 AH1124;SPC TXSC     - 4,016,881.524   791,294.423   MT  1.00014374   +0 57 08.8
 AH1124;SPC TXSC     -13,178,718.80  2,596,105.12   sFT  1.00014374   +0 57 08.8
 AH1124;SPC TX S     - 5,256,159.301   442,084.055   MT  1.00003783   +0 39 20.3
 AH1124;SPC TX S     -17,244,582.64  1,450,404.10   sFT  1.00003783   +0 39 20.3
 AH1124;UTM  14      - 3,095,544.810   691,219.926   MT  1.00005133   +0 54 43.6
 AH1124
 AH1124                          SUPERSEDED SURVEY CONTROL
 AH1124
 AH1124  NAD 83(1986)-  27 58 16.67599(N)    097 03 21.22770(W) AD(       ) 4
 AH1124  NAD 27      -  27 58 15.60000(N)    097 03 20.26900(W) AD(       ) 3
 AH1124
 AH1124.Superseded values are not recommended for survey control.
 AH1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1124.See file dsdata.txt to determine how the superseded data were derived.
 AH1124
 AH1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9122095545(NAD 83)
 AH1124_MARKER: 16 = DAYBEACON
 AH1124
 AH1124  HISTORY     - Date     Condition        Report By
 AH1124  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1124  HISTORY     - 1950     GOOD             CGS
 AH1124
 AH1124                          STATION DESCRIPTION
 AH1124
 AH1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1124'ABOUT 3-1/2 MILES S OF ROCKPORT, 3/4 MILE E OF TALLEY ISLAND,
 AH1124'IN ARANSAS BAY, ON THE W SIDE OF THE CHANNEL OF INTRACOASTAL
 AH1124'WATERWAY.
 AH1124'
 AH1124'DESCRIBED IN THE 1948 LIGHT LIST, INTRACOASTAL WATERWAY
 AH1124'AS FOLLOWS--
 AH1124'
 AH1124'ARANSAS BAY LIGHT 108, OFF TROUT BAYOU, AT TURN (IN CHANNEL)
 AH1124'IN 9 FEET OF WATER, A RED TRIANGULAR DAYMARK WITH YELLOW
 AH1124'BORDER ON RED TRIANGULAR SLATTED STRUCTURE ON PILES, 25
 AH1124'FEET HIGH.  ESTABLISHED 1938, REBUILT 1947.
 AH1124
 AH1124                          STATION RECOVERY (1950)
 AH1124
 AH1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 AH1124'REPORT FROM NOTICE TO MARINERS NO. 50 DATED DECEMBER 16,
 AH1124'1950--
 AH1124'
 AH1124'ARANSAS BAY LIGHTS NOS. 51, 75, 87, 97, 108, 115, 123, 133,
 AH1124'139, 145 AND 147 ARE RENUMBERED 31, 43, 49, 55, 60, 65, 69,
 AH1124'75, 79, 83 AND 85 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1125 ***********************************************************************
 AH1125  DESIGNATION -  ARANSAS BAY LIGHT 147
 AH1125  PID         -  AH1125
 AH1125  STATE/COUNTY-  TX/ARANSAS
 AH1125  USGS QUAD   -  ESTES (1975)
 AH1125
 AH1125                         *CURRENT SURVEY CONTROL
 AH1125  ___________________________________________________________________
 AH1125* NAD 83(1993)-  27 52 41.65574(N)    097 02 41.26677(W)     ADJUSTED  
 AH1125* NAVD 88     -                                                        
 AH1125  ___________________________________________________________________
 AH1125  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AH1125  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH1125
 AH1125  HORZ ORDER  -  THIRD
 AH1125
 AH1125.The horizontal coordinates were established by classical geodetic methods
 AH1125.and adjusted by the National Geodetic Survey in February 1996..
 AH1125
 AH1125
 AH1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1125
 AH1125.The geoid height was determined by GEOID03.
 AH1125
 AH1125;                    North         East     Units Scale Factor Converg.
 AH1125;SPC TXSC     - 4,006,586.791   792,559.538   MT  1.00018324   +0 57 28.4
 AH1125;SPC TXSC     -13,144,943.50  2,600,255.75   sFT  1.00018324   +0 57 28.4
 AH1125;SPC TX S     - 5,245,859.577   443,295.620   MT  1.00001168   +0 39 38.4
 AH1125;SPC TX S     -17,210,790.96  1,454,379.05   sFT  1.00001168   +0 39 38.4
 AH1125;UTM  14      - 3,085,250.279   692,477.387   MT  1.00005729   +0 54 52.3
 AH1125
 AH1125                          SUPERSEDED SURVEY CONTROL
 AH1125
 AH1125  NAD 83(1986)-  27 52 41.66255(N)    097 02 41.24459(W) AD(       ) 4
 AH1125  NAD 27      -  27 52 40.57600(N)    097 02 40.28300(W) AD(       ) 3
 AH1125
 AH1125.Superseded values are not recommended for survey control.
 AH1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1125.See file dsdata.txt to determine how the superseded data were derived.
 AH1125
 AH1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9247785250(NAD 83)
 AH1125_MARKER: 16 = DAYBEACON
 AH1125
 AH1125  HISTORY     - Date     Condition        Report By
 AH1125  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1125  HISTORY     - 1950     GOOD             CGS
 AH1125
 AH1125                          STATION DESCRIPTION
 AH1125
 AH1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1125'ABOUT 6 MILES ESE OF ARANSAS PASS, ABOUT 1-1/4 MILES NNE OF
 AH1125'ARANSAS PASS LIGHT, ON THE E SIDE OF LYDIA ANN CHANNEL.
 AH1125'
 AH1125'DESCRIBED IN THE 1948 LIGHT LIST, INTRACOASTAL WATERWAY
 AH1125'AS FOLLOWS--
 AH1125'
 AH1125'ARANSAS BAY LIGHT 147, OFF S END OF LYDIA ANN ISLAND, IN
 AH1125'13 FEET OF WATER, A BLACK SQUARE DAYMARK WITH YELLOW BORDER
 AH1125'ON BLACK TRIANGULAR SLATTED STRUCTURE ON PILES, 25 FEET HIGH.
 AH1125'ESTABLISHED 1938.
 AH1125
 AH1125                          STATION RECOVERY (1950)
 AH1125
 AH1125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 AH1125'REPORT FROM NOTICE TO MARINERS NO. 50 DATED DECEMBER 16,
 AH1125'1950--
 AH1125'
 AH1125'ARANSAS BAY LIGHTS NOS. 51, 75, 87, 97, 108, 115, 123, 133,
 AH1125'139, 145 AND 147 ARE RENUMBERED 31, 43, 49, 55, 60, 65, 69,
 AH1125'75, 79, 83 AND 85 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1126 ***********************************************************************
 AH1126  DESIGNATION -  ARANSAS BAY LIGHT 115
 AH1126  PID         -  AH1126
 AH1126  STATE/COUNTY-  TX/ARANSAS
 AH1126  USGS QUAD   -  ESTES (1975)
 AH1126
 AH1126                         *CURRENT SURVEY CONTROL
 AH1126  ___________________________________________________________________
 AH1126* NAD 83(1993)-  27 57 25.71598(N)    097 03 26.20607(W)     ADJUSTED  
 AH1126* NAVD 88     -                                                        
 AH1126  ___________________________________________________________________
 AH1126  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AH1126  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH1126
 AH1126  HORZ ORDER  -  THIRD
 AH1126
 AH1126.The horizontal coordinates were established by classical geodetic methods
 AH1126.and adjusted by the National Geodetic Survey in February 1996..
 AH1126
 AH1126
 AH1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1126
 AH1126.The geoid height was determined by GEOID03.
 AH1126
 AH1126;                    North         East     Units Scale Factor Converg.
 AH1126;SPC TXSC     - 4,015,310.724   791,184.971   MT  1.00014958   +0 57 06.3
 AH1126;SPC TXSC     -13,173,565.27  2,595,746.03   sFT  1.00014958   +0 57 06.3
 AH1126;SPC TX S     - 5,254,589.263   441,966.481   MT  1.00003369   +0 39 18.0
 AH1126;SPC TX S     -17,239,431.61  1,450,018.36   sFT  1.00003369   +0 39 18.0
 AH1126;UTM  14      - 3,093,974.238   691,109.374   MT  1.00005081   +0 54 39.8
 AH1126
 AH1126                          SUPERSEDED SURVEY CONTROL
 AH1126
 AH1126  NAD 83(1986)-  27 57 25.72187(N)    097 03 26.18569(W) AD(       ) 4
 AH1126  NAD 27      -  27 57 24.64500(N)    097 03 25.23100(W) AD(       ) 3
 AH1126
 AH1126.Superseded values are not recommended for survey control.
 AH1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1126.See file dsdata.txt to determine how the superseded data were derived.
 AH1126
 AH1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9110993974(NAD 83)
 AH1126_MARKER: 16 = DAYBEACON
 AH1126
 AH1126  HISTORY     - Date     Condition        Report By
 AH1126  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1126  HISTORY     - 1950     GOOD             CGS
 AH1126
 AH1126                          STATION DESCRIPTION
 AH1126
 AH1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1126'ABOUT 4-3/4 MILES S OF ROCKPORT, 3/4 MILE E OF TAYLOR ISLAND
 AH1126'IN ARANSAS BAY, ON THE E SIDE OF THE CHANNEL OF THE INTRACOASTAL
 AH1126'WATERWAY.  DESCRIBED IN THE 1948 LIGHT LIST, INTRACOASTAL
 AH1126'WATERWAY AS FOLLOWS--
 AH1126'
 AH1126'ARANSAS BAY LIGHT 115, IN 9 FEET OF WATER, A BLACK SQUARE
 AH1126'DAYMARK WITH YELLOW BORDER ON BLACK TRIANGULAR SLATTED STRUCTURE
 AH1126'ON PILES, 25 FEET HIGH.  ESTABLISHED 1943, REBUILT 1948.
 AH1126
 AH1126                          STATION RECOVERY (1950)
 AH1126
 AH1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 AH1126'REPORT FROM NOTICE TO MARINERS NO. 50 DATED DECEMBER 16,
 AH1126'1950--
 AH1126'
 AH1126'ARANSAS BAY LIGHTS NOS. 51, 75, 87, 97, 108, 115, 123, 133,
 AH1126'139, 145 AND 147 ARE RENUMBERED 31, 43, 49, 55, 60, 65, 69,
 AH1126'75, 79, 83 AND 85 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1131 ***********************************************************************
 AH1131  DESIGNATION -  ARANSAS BAY LIGHT 145
 AH1131  PID         -  AH1131
 AH1131  STATE/COUNTY-  TX/ARANSAS
 AH1131  USGS QUAD   -  ESTES (1975)
 AH1131
 AH1131                         *CURRENT SURVEY CONTROL
 AH1131  ___________________________________________________________________
 AH1131* NAD 83(1993)-  27 53 58.60955(N)    097 03 00.88231(W)     ADJUSTED  
 AH1131* NAVD 88     -                                                        
 AH1131  ___________________________________________________________________
 AH1131  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AH1131  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH1131
 AH1131  HORZ ORDER  -  THIRD
 AH1131
 AH1131.The horizontal coordinates were established by classical geodetic methods
 AH1131.and adjusted by the National Geodetic Survey in February 1996..
 AH1131
 AH1131
 AH1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1131
 AH1131.The geoid height was determined by GEOID03.
 AH1131
 AH1131;                    North         East     Units Scale Factor Converg.
 AH1131;SPC TXSC     - 4,008,946.771   791,983.465   MT  1.00017394   +0 57 18.8
 AH1131;SPC TXSC     -13,152,686.20  2,598,365.75   sFT  1.00017394   +0 57 18.8
 AH1131;SPC TX S     - 5,248,222.125   442,731.885   MT  1.00001745   +0 39 29.5
 AH1131;SPC TX S     -17,218,542.09  1,452,529.53   sFT  1.00001745   +0 39 29.5
 AH1131;UTM  14      - 3,087,610.400   691,903.155   MT  1.00005456   +0 54 45.4
 AH1131
 AH1131                          SUPERSEDED SURVEY CONTROL
 AH1131
 AH1131  NAD 83(1986)-  27 53 58.61671(N)    097 03 00.86076(W) AD(       ) 4
 AH1131  NAD 27      -  27 53 57.53000(N)    097 02 59.89700(W) AD(       ) 3
 AH1131
 AH1131.Superseded values are not recommended for survey control.
 AH1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1131.See file dsdata.txt to determine how the superseded data were derived.
 AH1131
 AH1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9190387610(NAD 83)
 AH1131_MARKER: 16 = DAYBEACON
 AH1131
 AH1131  HISTORY     - Date     Condition        Report By
 AH1131  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1131  HISTORY     - 1950     GOOD             CGS
 AH1131
 AH1131                          STATION DESCRIPTION
 AH1131
 AH1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1131'ABOUT 5-3/4 MILES E OF ARANSAS PASS, ABOUT 2-1/2 MILES N OF
 AH1131'ARANSAS PASS LIGHT, 0.4 MILE NW OF THE NW END OF LYDIA ANN
 AH1131'ISLAND, ON THE E SIDE OF THE CHANNEL OF THE INTRACOASTAL
 AH1131'WATERWAY ABOUT AT THE S END OF THE DREDGED CHANNEL.
 AH1131'
 AH1131'DESCRIBED IN THE 1948 LIGHT LIST, INTRACOASTAL WATERWAY AS
 AH1131'FOLLOWS--
 AH1131'
 AH1131'ARANSAS BAY LIGHT 145, AT S END OF MURRAY SHOAL, IN 10 FEET
 AH1131'OF WATER, A BLACK SQUARE DAYMARK WITH YELLOW BORDER ON DOLPHIN,
 AH1131'17 FEET HIGH.  ESTABLISHED 1938, REBUILT 1946.
 AH1131
 AH1131                          STATION RECOVERY (1950)
 AH1131
 AH1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 AH1131'REPORT FROM NOTICE TO MARINERS NO. 50 DATED DECEMBER 16,
 AH1131'1950--
 AH1131'
 AH1131'ARANSAS BAY LIGHTS NOS. 51, 75, 87, 97, 108, 115, 123, 133,
 AH1131'139, 145 AND 147 ARE RENUMBERED 31, 43, 49, 55, 60, 65, 69,
 AH1131'75, 79, 83 AND 85 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1132 ***********************************************************************
 AH1132  DESIGNATION -  ARANSAS BAY LIGHT 123
 AH1132  PID         -  AH1132
 AH1132  STATE/COUNTY-  TX/ARANSAS
 AH1132  USGS QUAD   -  ESTES (1975)
 AH1132
 AH1132                         *CURRENT SURVEY CONTROL
 AH1132  ___________________________________________________________________
 AH1132* NAD 83(1993)-  27 56 33.75605(N)    097 03 34.12717(W)     ADJUSTED  
 AH1132* NAVD 88     -                                                        
 AH1132  ___________________________________________________________________
 AH1132  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AH1132  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AH1132
 AH1132  HORZ ORDER  -  THIRD
 AH1132
 AH1132.The horizontal coordinates were established by classical geodetic methods
 AH1132.and adjusted by the National Geodetic Survey in February 1996..
 AH1132
 AH1132
 AH1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1132
 AH1132.The geoid height was determined by GEOID03.
 AH1132
 AH1132;                    North         East     Units Scale Factor Converg.
 AH1132;SPC TXSC     - 4,013,707.625   790,994.999   MT  1.00015560   +0 57 02.5
 AH1132;SPC TXSC     -13,168,305.77  2,595,122.76   sFT  1.00015560   +0 57 02.5
 AH1132;SPC TX S     - 5,252,987.363   441,768.234   MT  1.00002952   +0 39 14.4
 AH1132;SPC TX S     -17,234,176.04  1,449,367.95   sFT  1.00002952   +0 39 14.4
 AH1132;UTM  14      - 3,092,371.439   690,918.277   MT  1.00004991   +0 54 34.5
 AH1132
 AH1132                          SUPERSEDED SURVEY CONTROL
 AH1132
 AH1132  NAD 83(1986)-  27 56 33.76219(N)    097 03 34.10652(W) AD(       ) 4
 AH1132  NAD 27      -  27 56 32.68400(N)    097 03 33.15100(W) AD(       ) 3
 AH1132
 AH1132.Superseded values are not recommended for survey control.
 AH1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1132.See file dsdata.txt to determine how the superseded data were derived.
 AH1132
 AH1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9091892371(NAD 83)
 AH1132_MARKER: 16 = DAYBEACON
 AH1132
 AH1132  HISTORY     - Date     Condition        Report By
 AH1132  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1132  HISTORY     - 1950     GOOD             CGS
 AH1132
 AH1132                          STATION DESCRIPTION
 AH1132
 AH1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1132'ABOUT 5-1/2 MILES S OF ROCKPORT, ABOUT 1 MILE E OF TAYLOR
 AH1132'ISLAND, ABOUT 1-1/4 MILES NE OF THE SW END OF MUD ISLAND,
 AH1132'IN ARANSAS BAY, ON THE E SIDE OF THE CHANNEL OF THE INTRACOASTAL
 AH1132'WATERWAY AT A BEND IN THE CHANNEL, NEAR THE ARANSAS-NUECES
 AH1132'COUNTY LINE.
 AH1132'
 AH1132'DESCRIBED IN THE 1948 LIGHT LIST, INTRACOASTAL WATERWAY
 AH1132'AS FOLLOWS--
 AH1132'
 AH1132'ARANSAS BAY LIGHT 123, IN 9 FEET OF WATER, A BLACK SQUARE
 AH1132'DAYMARK WITH YELLOW BORDER, ON TRIANGULAR SLATTED STRUCTURE
 AH1132'ON PILES, 25 FEET HIGH.  ESTABLISHED 1938.
 AH1132
 AH1132                          STATION RECOVERY (1950)
 AH1132
 AH1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 AH1132'REPORT FROM NOTICE TO MARINERS NO. 50 DATED DECEMBER 16,
 AH1132'1950--
 AH1132'
 AH1132'ARANSAS BAY LIGHTS NOS. 51, 75, 87, 97, 108, 115, 123, 133,
 AH1132'139, 145 AND 147 ARE RENUMBERED 31, 43, 49, 55, 60, 65, 69,
 AH1132'75, 79, 83 AND 85 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2104 ***********************************************************************
 AN2104  DESIGNATION -  ARANSAS BAY LIGHT 75
 AN2104  PID         -  AN2104
 AN2104  STATE/COUNTY-  TX/ARANSAS
 AN2104  USGS QUAD   -  ROCKPORT (1979)
 AN2104
 AN2104                         *CURRENT SURVEY CONTROL
 AN2104  ___________________________________________________________________
 AN2104* NAD 83(1993)-  28 01 09.26857(N)    097 00 40.39520(W)     ADJUSTED  
 AN2104* NAVD 88     -                                                        
 AN2104  ___________________________________________________________________
 AN2104  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AN2104  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AN2104
 AN2104  HORZ ORDER  -  THIRD
 AN2104
 AN2104.The horizontal coordinates were established by classical geodetic methods
 AN2104.and adjusted by the National Geodetic Survey in February 1996..
 AN2104
 AN2104
 AN2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2104
 AN2104.The geoid height was determined by GEOID03.
 AN2104
 AN2104;                    North         East     Units Scale Factor Converg.
 AN2104;SPC TXSC     - 4,022,268.505   795,600.173   MT  1.00012440   +0 58 27.6
 AN2104;SPC TXSC     -13,196,392.59  2,610,231.57   sFT  1.00012440   +0 58 27.6
 AN2104;UTM  14      - 3,100,928.391   695,529.128   MT  1.00007190   +0 56 04.4
 AN2104
 AN2104                          SUPERSEDED SURVEY CONTROL
 AN2104
 AN2104  NAD 83(1986)-  28 01 09.27445(N)    097 00 40.37491(W) AD(       ) 4
 AN2104  NAD 27      -  28 01 08.20700(N)    097 00 39.39800(W) AD(       ) 3
 AN2104
 AN2104.Superseded values are not recommended for survey control.
 AN2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2104.See file dsdata.txt to determine how the superseded data were derived.
 AN2104
 AN2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9552900928(NAD 83)
 AN2104_MARKER: 14 = NAVIGATION LIGHT
 AN2104
 AN2104  HISTORY     - Date     Condition        Report By
 AN2104  HISTORY     - 1949     FIRST OBSERVED   CGS
 AN2104  HISTORY     - 1950     GOOD             CGS
 AN2104  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 AN2104
 AN2104                          STATION DESCRIPTION
 AN2104
 AN2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AN2104'ABOUT 2-1/2 MILES E OF ROCKPORT, IN ARANSAS BAY.
 AN2104'
 AN2104'ON SE SIDE OF CHANNEL (INTRACOASTAL
 AN2104'WATERWAY), IN 12 FEET OF WATER, A BLACK SQUARE DAYMARK WITH
 AN2104'YELLOW BORDER ON DOLPHIN, 17 FEET HIGH.  ESTABLISHED 1944,
 AN2104'REBUILT 1946.
 AN2104
 AN2104                          STATION RECOVERY (1950)
 AN2104
 AN2104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 AN2104'REPORT FROM NOTICE TO MARINERS NO. 50 DATED DECEMBER 16, 1950--
 AN2104'
 AN2104'ARANSAS BAY LIGHTS NOS. 51, 75, 87, 97, 108, 115, 123, 133, 139,
 AN2104'145 AND 147 ARE RENUMBERED 31, 43, 49, 55, 60, 65, 69, 75, 79,
 AN2104'83 AND 85 RESPECTIVELY.
 AN2104
 AN2104                          STATION RECOVERY (1976)
 AN2104
 AN2104'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (TS)
 AN2104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2093 ***********************************************************************
 AN2093  DESIGNATION -  ARANSAS BAY LIGHT 87
 AN2093  PID         -  AN2093
 AN2093  STATE/COUNTY-  TX/ARANSAS
 AN2093  USGS QUAD   -  ROCKPORT (1979)
 AN2093
 AN2093                         *CURRENT SURVEY CONTROL
 AN2093  ___________________________________________________________________
 AN2093* NAD 83(1993)-  28 00 05.43867(N)    097 01 38.20651(W)     ADJUSTED  
 AN2093* NAVD 88     -                                                        
 AN2093  ___________________________________________________________________
 AN2093  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AN2093  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN2093
 AN2093  HORZ ORDER  -  THIRD
 AN2093
 AN2093.The horizontal coordinates were established by classical geodetic methods
 AN2093.and adjusted by the National Geodetic Survey in February 1996..
 AN2093
 AN2093
 AN2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2093
 AN2093.The geoid height was determined by GEOID03.
 AN2093
 AN2093;                    North         East     Units Scale Factor Converg.
 AN2093;SPC TXSC     - 4,020,276.893   794,054.066   MT  1.00013147   +0 57 59.3
 AN2093;SPC TXSC     -13,189,858.44  2,605,159.05   sFT  1.00013147   +0 57 59.3
 AN2093;SPC TX S     - 5,259,539.982   444,861.016   MT  1.00004690   +0 40 07.1
 AN2093;SPC TX S     -17,255,674.09  1,459,514.85   sFT  1.00004690   +0 40 07.1
 AN2093;UTM  14      - 3,098,937.974   693,981.728   MT  1.00006446   +0 55 35.3
 AN2093
 AN2093                          SUPERSEDED SURVEY CONTROL
 AN2093
 AN2093  NAD 83(1986)-  28 00 05.44394(N)    097 01 38.18633(W) AD(       ) 4
 AN2093  NAD 27      -  28 00 04.37500(N)    097 01 37.20800(W) AD(       ) 3
 AN2093
 AN2093.Superseded values are not recommended for survey control.
 AN2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2093.See file dsdata.txt to determine how the superseded data were derived.
 AN2093
 AN2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9398298938(NAD 83)
 AN2093_MARKER: 14 = NAVIGATION LIGHT
 AN2093
 AN2093  HISTORY     - Date     Condition        Report By
 AN2093  HISTORY     - 1949     FIRST OBSERVED   CGS
 AN2093  HISTORY     - 1950     GOOD             CGS
 AN2093  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 AN2093
 AN2093                          STATION DESCRIPTION
 AN2093
 AN2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AN2093'ABOUT 2-1/2 MILES SE OF ROCKPORT, IN ARANSAS BAY.
 AN2093'
 AN2093'ON SE SIDE OF CHANNEL (INTRACOASTAL
 AN2093'WATERWAY), IN 12 FEET OF WATER, A BLACK SQUARE DAYMARK WITH
 AN2093'YELLOW BORDER ON DOLPHIN, 17 FEET HIGH.  ESTABLISHED 1944,
 AN2093'REBUILT 1945.
 AN2093
 AN2093                          STATION RECOVERY (1950)
 AN2093
 AN2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 AN2093'REPORT FROM NOTICE TO MARINERS NO. 50 DATED DECEMBER 16, 1950--
 AN2093'
 AN2093'ARANSAS BAY LIGHTS NOS. 51, 75, 87, 97, 103, 115, 123, 133, 139,
 AN2093'145 AND 147 ARE RENUMBERED 31, 43, 49, 55, 60, 65, 69, 75, 79,
 AN2093'83 AND 85 RESPECTIVELY.
 AN2093
 AN2093                          STATION RECOVERY (1976)
 AN2093
 AN2093'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (TS)
 AN2093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1123 ***********************************************************************
 AH1123  DESIGNATION -  ARANSAS BAY LIGHT 97
 AH1123  PID         -  AH1123
 AH1123  STATE/COUNTY-  TX/ARANSAS
 AH1123  USGS QUAD   -  ESTES (1975)
 AH1123
 AH1123                         *CURRENT SURVEY CONTROL
 AH1123  ___________________________________________________________________
 AH1123* NAD 83(1993)-  27 59 07.15295(N)    097 02 30.97021(W)     ADJUSTED  
 AH1123* NAVD 88     -                                                        
 AH1123  ___________________________________________________________________
 AH1123  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AH1123  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH1123
 AH1123  HORZ ORDER  -  THIRD
 AH1123
 AH1123.The horizontal coordinates were established by classical geodetic methods
 AH1123.and adjusted by the National Geodetic Survey in February 1996..
 AH1123
 AH1123
 AH1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1123
 AH1123.The geoid height was determined by GEOID03.
 AH1123
 AH1123;                    North         East     Units Scale Factor Converg.
 AH1123;SPC TXSC     - 4,018,458.456   792,642.494   MT  1.00013801   +0 57 33.4
 AH1123;SPC TXSC     -13,183,892.45  2,600,527.92   sFT  1.00013801   +0 57 33.4
 AH1123;SPC TX S     - 5,257,729.064   443,440.147   MT  1.00004201   +0 39 43.1
 AH1123;SPC TX S     -17,249,732.77  1,454,853.22   sFT  1.00004201   +0 39 43.1
 AH1123;UTM  14      - 3,097,120.659   692,568.988   MT  1.00005772   +0 55 08.7
 AH1123
 AH1123                          SUPERSEDED SURVEY CONTROL
 AH1123
 AH1123  NAD 83(1986)-  27 59 07.15787(N)    097 02 30.95032(W) AD(       ) 4
 AH1123  NAD 27      -  27 59 06.07400(N)    097 02 29.96900(W) AD(       ) 3
 AH1123
 AH1123.Superseded values are not recommended for survey control.
 AH1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1123.See file dsdata.txt to determine how the superseded data were derived.
 AH1123
 AH1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9256997121(NAD 83)
 AH1123_MARKER: 16 = DAYBEACON
 AH1123
 AH1123  HISTORY     - Date     Condition        Report By
 AH1123  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1123  HISTORY     - 1950     GOOD             CGS
 AH1123
 AH1123                          STATION DESCRIPTION
 AH1123
 AH1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1123'ABOUT 3 MILES SSE OF ROCKPORT, IN ARANSAS BAY.
 AH1123'
 AH1123'DESCRIBED IN THE 1948 LIGHT LIST, INTRACOASTAL WATERWAY
 AH1123'AS FOLLOWS--
 AH1123'
 AH1123'ARANSAS BAY LIGHT 97, ON SE SIDE OF CHANNEL (INTRACOASTAL
 AH1123'WATERWAY), IN 10 FEET OF WATER, A BLACK SQUARE DAYMARK WITH
 AH1123'YELLOW BORDER ON DOLPHIN, 17 FEET HIGH.  ESTABLISHED 1944,
 AH1123'REBUILT 1948.
 AH1123
 AH1123                          STATION RECOVERY (1950)
 AH1123
 AH1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 AH1123'REPORT FROM NOTICE TO MARINERS NO. 50 DATED DECEMBER 16,
 AH1123'1950--
 AH1123'
 AH1123'ARANSAS BAY LIGHTS NOS. 51, 75, 87, 97, 108, 115, 123, 133,
 AH1123'139, 145 AND 147 ARE RENUMBERED 31, 43, 49, 55, 60, 65, 69, 75,
 AH1123'79, 83 AND 85 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8400 ***********************************************************************
 AH8400  DESIGNATION -  ARANSAS CORP BAY CUT OFF LT 13
 AH8400  PID         -  AH8400
 AH8400  STATE/COUNTY-  TX/ARANSAS
 AH8400  USGS QUAD   -  ESTES (1975)
 AH8400
 AH8400                         *CURRENT SURVEY CONTROL
 AH8400  ___________________________________________________________________
 AH8400* NAD 83(1993)-  27 58 04.16868(N)    097 05 17.41867(W)     ADJUSTED  
 AH8400* NAVD 88     -         8.3    (meters)      27.     (feet)  VERTCON   
 AH8400  ___________________________________________________________________
 AH8400  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH8400  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AH8400
 AH8400  HORZ ORDER  -  THIRD
 AH8400
 AH8400.The horizontal coordinates were established by classical geodetic methods
 AH8400.and adjusted by the National Geodetic Survey in August 1998..
 AH8400
 AH8400.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8400
 AH8400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8400
 AH8400.The geoid height was determined by GEOID03.
 AH8400
 AH8400;                    North         East     Units Scale Factor Converg.
 AH8400;SPC TXSC     - 4,016,444.330   788,125.742   MT  1.00014517   +0 56 11.9
 AH8400;SPC TXSC     -13,177,284.44  2,585,709.21   sFT  1.00014517   +0 56 11.9
 AH8400;UTM  14      - 3,095,109.875   688,051.259   MT  1.00003649   +0 53 48.7
 AH8400
 AH8400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8400!SPC TXSC     -   1.00000290  x   1.00014517  =   1.00014807
 AH8400!UTM  14      -   1.00000290  x   1.00003649  =   1.00003939
 AH8400
 AH8400                          SUPERSEDED SURVEY CONTROL
 AH8400
 AH8400  NGVD 29 (08/21/98)    8.4    (m)           28.     (f) VERT ANG       
 AH8400
 AH8400.Superseded values are not recommended for survey control.
 AH8400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8400.See file dsdata.txt to determine how the superseded data were derived.
 AH8400
 AH8400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8805195110(NAD 83)
 AH8400_MARKER: 14 = NAVIGATION LIGHT
 AH8400
 AH8400  HISTORY     - Date     Condition        Report By
 AH8400  HISTORY     - 1989     FIRST OBSERVED   NOS
 AH8400
 AH8400                          STATION DESCRIPTION
 AH8400
 AH8400'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8400'THE STATION IS LOCATED SW OF ROCKPORT, TEXAS AND NE OF ARANSAS PASS.
 AH8400'TO REACH THE STATION , GO BY BOAT FROM THE CONN BROWN HARBOR IN
 AH8400'ARANSAS PASS, NE ALONG THE INTERCOASTAL WATERWAY, FOR 5.6 MILES TO THE
 AH8400'AREA OF THE LIGHT. THE POINT INTERSECTED WAS THE HIGHEST VERTICAL
 AH8400'POINT OF THE GREEN FLASHING LIGHT ATOP THE SKELETON TOWER WHICH IS
 AH8400'SUPPORTED BY PILES. DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9583 ***********************************************************************
 AF9583  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9583  DESIGNATION -  ARANSAS PASS 2 CORS ARP
 AF9583  CORS_ID     -  ARP2
 AF9583  PID         -  AF9583
 AF9583  STATE/COUNTY-  TX/NUECES
 AF9583  USGS QUAD   -  PORT ARANSAS (1975)
 AF9583
 AF9583                         *CURRENT SURVEY CONTROL
 AF9583  ___________________________________________________________________
 AF9583* NAD 83(CORS)-  27 50 18.10199(N)    097 03 33.21064(W)     ADJUSTED  
 AF9583* NAVD 88     -                                                        
 AF9583  ___________________________________________________________________
 AF9583  EPOCH DATE  -        2002.00
 AF9583  X           -    -693,632.270 (meters)                     COMP
 AF9583  Y           -  -5,601,309.298 (meters)                     COMP
 AF9583  Z           -   2,960,670.564 (meters)                     COMP
 AF9583  ELLIP HEIGHT-         -15.22  (meters)          (03/??/02) GPS OBS
 AF9583  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AF9583
 AF9583  HORZ ORDER  -  SPECIAL (CORS)
 AF9583  ELLP ORDER  -  SPECIAL (CORS)
 AF9583
 AF9583.ITRF positions are available for this station.
 AF9583.The coordinates were established by GPS observations
 AF9583.and adjusted by the National Geodetic Survey in March 2002..
 AF9583.The coordinates are valid at the epoch date displayed above.
 AF9583.The epoch date for horizontal control is a decimal equivalence
 AF9583.of Year/Month/Day.
 AF9583
 AF9583
 AF9583.The PID for the CORS L1 Phase Center is AJ7907.
 AF9583
 AF9583.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9583
 AF9583.The ellipsoidal height was determined by GPS observations
 AF9583.and is referenced to NAD 83.
 AF9583
 AF9583.The geoid height was determined by GEOID03.
 AF9583
 AF9583;                    North         East     Units Scale Factor Converg.
 AF9583;SPC TX S     - 5,241,424.585   441,925.304   MT  1.00000128   +0 39 14.8
 AF9583;SPC TX S     -17,196,240.49  1,449,883.27   sFT  1.00000128   +0 39 14.8
 AF9583
 AF9583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9583!SPC TX S     -   1.00000239  x   1.00000128  =   1.00000367
 AF9583
 AF9583                          SUPERSEDED SURVEY CONTROL
 AF9583
 AF9583  NAD 83(CORS)-  27 50 18.10205(N)    097 03 33.20986(W) AD(1997.00) c
 AF9583  ELLIP H (10/??/01)  -15.21   (m)                       GP(1997.00) c c
 AF9583  NAD 83(CORS)-  27 50 18.10163(N)    097 03 33.20939(W) AD(1997.00) c
 AF9583  NAD 83(CORS)-  27 50 18.10163(N)    097 03 33.20939(W) AD(1996.00) c
 AF9583  ELLIP H (08/??/96)  -15.21   (m)                       GP(1997.00) c c
 AF9583  ELLIP H (08/??/96)  -15.21   (m)                       GP(1996.00) c c
 AF9583
 AF9583.Superseded values are not recommended for survey control.
 AF9583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9583.See file dsdata.txt to determine how the superseded data were derived.
 AF9583
 AF9583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9112780809(NAD 83)
 AF9583_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9583
 AF9583                          STATION DESCRIPTION
 AF9583
 AF9583'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9583'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9583'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9583'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9583'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9583'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7907 ***********************************************************************
 AJ7907  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7907  DESIGNATION -  ARANSAS PASS 2 CORS L1 PHASE CENTER
 AJ7907  CORS_ID     -  ARP2
 AJ7907  PID         -  AJ7907
 AJ7907  STATE/COUNTY-  TX/NUECES
 AJ7907  USGS QUAD   -  PORT ARANSAS (1975)
 AJ7907
 AJ7907                         *CURRENT SURVEY CONTROL
 AJ7907  ___________________________________________________________________
 AJ7907* NAD 83(CORS)-  27 50 18.10195(N)    097 03 33.21067(W)     ADJUSTED  
 AJ7907* NAVD 88     -                                                        
 AJ7907  ___________________________________________________________________
 AJ7907  EPOCH DATE  -        2002.00
 AJ7907  X           -    -693,632.279 (meters)                     COMP
 AJ7907  Y           -  -5,601,309.369 (meters)                     COMP
 AJ7907  Z           -   2,960,670.601 (meters)                     COMP
 AJ7907  ELLIP HEIGHT-         -15.14  (meters)          (03/??/02) GPS OBS
 AJ7907  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AJ7907
 AJ7907  HORZ ORDER  -  SPECIAL (CORS)
 AJ7907  ELLP ORDER  -  SPECIAL (CORS)
 AJ7907
 AJ7907.ITRF positions are available for this station.
 AJ7907.The coordinates were established by GPS observations
 AJ7907.and adjusted by the National Geodetic Survey in March 2002..
 AJ7907.The coordinates are valid at the epoch date displayed above.
 AJ7907.The epoch date for horizontal control is a decimal equivalence
 AJ7907.of Year/Month/Day.
 AJ7907
 AJ7907
 AJ7907.The PID for the CORS ARP is AF9583.
 AJ7907
 AJ7907.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7907
 AJ7907.The ellipsoidal height was determined by GPS observations
 AJ7907.and is referenced to NAD 83.
 AJ7907
 AJ7907.The geoid height was determined by GEOID03.
 AJ7907
 AJ7907;                    North         East     Units Scale Factor Converg.
 AJ7907;SPC TX S     - 5,241,424.583   441,925.304   MT  1.00000128   +0 39 14.8
 AJ7907;SPC TX S     -17,196,240.49  1,449,883.27   sFT  1.00000128   +0 39 14.8
 AJ7907
 AJ7907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7907!SPC TX S     -   1.00000238  x   1.00000128  =   1.00000366
 AJ7907
 AJ7907                          SUPERSEDED SURVEY CONTROL
 AJ7907
 AJ7907  NAD 83(CORS)-  27 50 18.10201(N)    097 03 33.20989(W) AD(1997.00) c
 AJ7907  ELLIP H (10/??/01)  -15.12   (m)                       GP(1997.00) c c
 AJ7907  NAD 83(CORS)-  27 50 18.10159(N)    097 03 33.20942(W) AD(1997.00) c
 AJ7907  NAD 83(CORS)-  27 50 18.10159(N)    097 03 33.20942(W) AD(1996.00) c
 AJ7907  ELLIP H (08/??/96)  -15.12   (m)                       GP(1997.00) c c
 AJ7907  ELLIP H (08/??/96)  -15.12   (m)                       GP(1996.00) c c
 AJ7907
 AJ7907.Superseded values are not recommended for survey control.
 AJ7907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7907.See file dsdata.txt to determine how the superseded data were derived.
 AJ7907
 AJ7907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9112780809(NAD 83)
 AJ7907_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7907
 AJ7907                          STATION DESCRIPTION
 AJ7907
 AJ7907'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7907'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7907'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7907'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7907'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7907'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9488 ***********************************************************************
 AF9488  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9488  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9488  DESIGNATION -  ARANSAS PASS 3 CORS ARP
 AF9488  CORS_ID     -  ARP3
 AF9488  PID         -  AF9488
 AF9488  STATE/COUNTY-  TX/NUECES
 AF9488  USGS QUAD   -  PORT ARANSAS (1975)
 AF9488
 AF9488                         *CURRENT SURVEY CONTROL
 AF9488  ___________________________________________________________________
 AF9488* NAD 83(CORS)-  27 50 18.04966(N)    097 03 32.21973(W)     ADJUSTED  
 AF9488* NAVD 88     -        11.08   (meters)      36.4    (feet)  GPS OBS   
 AF9488  ___________________________________________________________________
 AF9488  EPOCH DATE  -        2002.00
 AF9488  X           -    -693,605.446 (meters)                     COMP
 AF9488  Y           -  -5,601,313.315 (meters)                     COMP
 AF9488  Z           -   2,960,669.107 (meters)                     COMP
 AF9488  ELLIP HEIGHT-         -15.29  (meters)          (03/??/02) GPS OBS
 AF9488  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AF9488
 AF9488  HORZ ORDER  -  SPECIAL (CORS)
 AF9488  ELLP ORDER  -  SPECIAL (CORS)
 AF9488
 AF9488.ITRF positions are available for this station.
 AF9488.The coordinates were established by GPS observations
 AF9488.and adjusted by the National Geodetic Survey in March 2002..
 AF9488.The coordinates are valid at the epoch date displayed above.
 AF9488.The epoch date for horizontal control is a decimal equivalence
 AF9488.of Year/Month/Day.
 AF9488
 AF9488.The orthometric height was determined by GPS observations and a
 AF9488.high-resolution geoid model using precise GPS observation and
 AF9488.processing techniques.
 AF9488
 AF9488.The PID for the CORS L1 Phase Center is AJ7859.
 AF9488
 AF9488.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9488
 AF9488.The ellipsoidal height was determined by GPS observations
 AF9488.and is referenced to NAD 83.
 AF9488
 AF9488.The geoid height was determined by GEOID03.
 AF9488
 AF9488;                    North         East     Units Scale Factor Converg.
 AF9488;SPC TX S     - 5,241,423.284   441,952.436   MT  1.00000127   +0 39 15.3
 AF9488;SPC TX S     -17,196,236.22  1,449,972.28   sFT  1.00000127   +0 39 15.3
 AF9488
 AF9488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9488!SPC TX S     -   1.00000240  x   1.00000127  =   1.00000367
 AF9488
 AF9488                          SUPERSEDED SURVEY CONTROL
 AF9488
 AF9488  NAD 83(CORS)-  27 50 18.04977(N)    097 03 32.21909(W) AD(1997.00) c
 AF9488  ELLIP H (04/??/00)  -15.27   (m)                       GP(1997.00) c c
 AF9488  NAD 83(CORS)-  27 50 18.04956(N)    097 03 32.21884(W) AD(1997.00) c
 AF9488  NAD 83(CORS)-  27 50 18.04956(N)    097 03 32.21884(W) AD(1996.00) c
 AF9488  ELLIP H (04/??/96)  -15.26   (m)                       GP(1997.00) c c
 AF9488  ELLIP H (04/??/96)  -15.26   (m)                       GP(1996.00) c c
 AF9488
 AF9488.Superseded values are not recommended for survey control.
 AF9488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9488.See file dsdata.txt to determine how the superseded data were derived.
 AF9488
 AF9488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9115480808(NAD 83)
 AF9488_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9488
 AF9488                          STATION DESCRIPTION
 AF9488
 AF9488'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9488'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9488'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9488'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9488'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9488'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7859 ***********************************************************************
 AJ7859  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7859  DESIGNATION -  ARANSAS PASS 3 CORS L1 PHASE CENTER
 AJ7859  CORS_ID     -  ARP3
 AJ7859  PID         -  AJ7859
 AJ7859  STATE/COUNTY-  TX/NUECES
 AJ7859  USGS QUAD   -  PORT ARANSAS (1975)
 AJ7859
 AJ7859                         *CURRENT SURVEY CONTROL
 AJ7859  ___________________________________________________________________
 AJ7859* NAD 83(CORS)-  27 50 18.04962(N)    097 03 32.21976(W)     ADJUSTED  
 AJ7859* NAVD 88     -                                                        
 AJ7859  ___________________________________________________________________
 AJ7859  EPOCH DATE  -        2002.00
 AJ7859  X           -    -693,605.456 (meters)                     COMP
 AJ7859  Y           -  -5,601,313.395 (meters)                     COMP
 AJ7859  Z           -   2,960,669.148 (meters)                     COMP
 AJ7859  ELLIP HEIGHT-         -15.20  (meters)          (03/??/02) GPS OBS
 AJ7859  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AJ7859
 AJ7859  HORZ ORDER  -  SPECIAL (CORS)
 AJ7859  ELLP ORDER  -  SPECIAL (CORS)
 AJ7859
 AJ7859.ITRF positions are available for this station.
 AJ7859.The coordinates were established by GPS observations
 AJ7859.and adjusted by the National Geodetic Survey in March 2002..
 AJ7859.The coordinates are valid at the epoch date displayed above.
 AJ7859.The epoch date for horizontal control is a decimal equivalence
 AJ7859.of Year/Month/Day.
 AJ7859
 AJ7859
 AJ7859.The PID for the CORS ARP is AF9488.
 AJ7859
 AJ7859.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7859
 AJ7859.The ellipsoidal height was determined by GPS observations
 AJ7859.and is referenced to NAD 83.
 AJ7859
 AJ7859.The geoid height was determined by GEOID03.
 AJ7859
 AJ7859;                    North         East     Units Scale Factor Converg.
 AJ7859;SPC TX S     - 5,241,423.282   441,952.435   MT  1.00000127   +0 39 15.3
 AJ7859;SPC TX S     -17,196,236.22  1,449,972.28   sFT  1.00000127   +0 39 15.3
 AJ7859
 AJ7859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7859!SPC TX S     -   1.00000239  x   1.00000127  =   1.00000366
 AJ7859
 AJ7859                          SUPERSEDED SURVEY CONTROL
 AJ7859
 AJ7859  NAD 83(CORS)-  27 50 18.04973(N)    097 03 32.21912(W) AD(1997.00) c
 AJ7859  ELLIP H (04/??/00)  -15.18   (m)                       GP(1997.00) c c
 AJ7859  NAD 83(CORS)-  27 50 18.04952(N)    097 03 32.21887(W) AD(1997.00) c
 AJ7859  NAD 83(CORS)-  27 50 18.04952(N)    097 03 32.21887(W) AD(1996.00) c
 AJ7859  ELLIP H (04/??/96)  -15.17   (m)                       GP(1997.00) c c
 AJ7859  ELLIP H (04/??/96)  -15.17   (m)                       GP(1996.00) c c
 AJ7859
 AJ7859.Superseded values are not recommended for survey control.
 AJ7859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7859.See file dsdata.txt to determine how the superseded data were derived.
 AJ7859
 AJ7859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9115480808(NAD 83)
 AJ7859_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7859
 AJ7859                          STATION DESCRIPTION
 AJ7859
 AJ7859'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7859'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7859'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7859'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7859'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7859'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0886 ***********************************************************************
 DI0886  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0886  DESIGNATION -  ARANSAS PASS 5 CORS ARP
 DI0886  CORS_ID     -  ARP5
 DI0886  PID         -  DI0886
 DI0886  STATE/COUNTY-  TX/NUECES
 DI0886  USGS QUAD   -  PORT ARANSAS (1975)
 DI0886
 DI0886                         *CURRENT SURVEY CONTROL
 DI0886  ___________________________________________________________________
 DI0886* NAD 83(CORS)-  27 50 18.05011(N)    097 03 32.22025(W)     ADJUSTED  
 DI0886* NAVD 88     -                                                        
 DI0886  ___________________________________________________________________
 DI0886  EPOCH DATE  -        2002.00
 DI0886  X           -    -693,605.478 (meters)                     COMP
 DI0886  Y           -  -5,601,313.465 (meters)                     COMP
 DI0886  Z           -   2,960,669.204 (meters)                     COMP
 DI0886  ELLIP HEIGHT-         -15.11  (meters)          (08/??/06) GPS OBS
 DI0886  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DI0886
 DI0886  HORZ ORDER  -  SPECIAL (CORS)
 DI0886  ELLP ORDER  -  SPECIAL (CORS)
 DI0886
 DI0886.ITRF positions are available for this station.
 DI0886.The coordinates were established by GPS observations
 DI0886.and adjusted by the National Geodetic Survey in August 2006..
 DI0886.The coordinates are valid at the epoch date displayed above.
 DI0886.The epoch date for horizontal control is a decimal equivalence
 DI0886.of Year/Month/Day.
 DI0886
 DI0886
 DI0886.The PID for the CORS L1 Phase Center is DI0887.
 DI0886
 DI0886.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0886
 DI0886.The ellipsoidal height was determined by GPS observations
 DI0886.and is referenced to NAD 83.
 DI0886
 DI0886.The geoid height was determined by GEOID03.
 DI0886
 DI0886;                    North         East     Units Scale Factor Converg.
 DI0886;SPC TX S     - 5,241,423.297   441,952.421   MT  1.00000127   +0 39 15.3
 DI0886;SPC TX S     -17,196,236.27  1,449,972.23   sFT  1.00000127   +0 39 15.3
 DI0886
 DI0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0886!SPC TX S     -   1.00000237  x   1.00000127  =   1.00000364
 DI0886
 DI0886                          SUPERSEDED SURVEY CONTROL
 DI0886
 DI0886.No superseded survey control is available for this station.
 DI0886
 DI0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9115480808(NAD 83)
 DI0886_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0886
 DI0886                          STATION DESCRIPTION
 DI0886
 DI0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0886'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0886'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0886'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0886'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0886'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0887 ***********************************************************************
 DI0887  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0887  DESIGNATION -  ARANSAS PASS 5 CORS L1 PHASE CENTER
 DI0887  CORS_ID     -  ARP5
 DI0887  PID         -  DI0887
 DI0887  STATE/COUNTY-  TX/NUECES
 DI0887  USGS QUAD   -  PORT ARANSAS (1975)
 DI0887
 DI0887                         *CURRENT SURVEY CONTROL
 DI0887  ___________________________________________________________________
 DI0887* NAD 83(CORS)-  27 50 18.05000(N)    097 03 32.22032(W)     ADJUSTED  
 DI0887* NAVD 88     -                                                        
 DI0887  ___________________________________________________________________
 DI0887  EPOCH DATE  -        2002.00
 DI0887  X           -    -693,605.489 (meters)                     COMP
 DI0887  Y           -  -5,601,313.536 (meters)                     COMP
 DI0887  Z           -   2,960,669.238 (meters)                     COMP
 DI0887  ELLIP HEIGHT-         -15.03  (meters)          (08/??/06) GPS OBS
 DI0887  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DI0887
 DI0887  HORZ ORDER  -  SPECIAL (CORS)
 DI0887  ELLP ORDER  -  SPECIAL (CORS)
 DI0887
 DI0887.ITRF positions are available for this station.
 DI0887.The coordinates were established by GPS observations
 DI0887.and adjusted by the National Geodetic Survey in August 2006..
 DI0887.The coordinates are valid at the epoch date displayed above.
 DI0887.The epoch date for horizontal control is a decimal equivalence
 DI0887.of Year/Month/Day.
 DI0887
 DI0887
 DI0887.The PID for the CORS ARP is DI0886.
 DI0887
 DI0887.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0887
 DI0887.The ellipsoidal height was determined by GPS observations
 DI0887.and is referenced to NAD 83.
 DI0887
 DI0887.The geoid height was determined by GEOID03.
 DI0887
 DI0887;                    North         East     Units Scale Factor Converg.
 DI0887;SPC TX S     - 5,241,423.294   441,952.420   MT  1.00000127   +0 39 15.3
 DI0887;SPC TX S     -17,196,236.26  1,449,972.23   sFT  1.00000127   +0 39 15.3
 DI0887
 DI0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0887!SPC TX S     -   1.00000236  x   1.00000127  =   1.00000363
 DI0887
 DI0887                          SUPERSEDED SURVEY CONTROL
 DI0887
 DI0887.No superseded survey control is available for this station.
 DI0887
 DI0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9115480808(NAD 83)
 DI0887_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0887
 DI0887                          STATION DESCRIPTION
 DI0887
 DI0887'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0887'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0887'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0887'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0887'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0887'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0888 ***********************************************************************
 DI0888  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0888  DESIGNATION -  ARANSAS PASS 6 CORS ARP
 DI0888  CORS_ID     -  ARP6
 DI0888  PID         -  DI0888
 DI0888  STATE/COUNTY-  TX/NUECES
 DI0888  USGS QUAD   -  PORT ARANSAS (1975)
 DI0888
 DI0888                         *CURRENT SURVEY CONTROL
 DI0888  ___________________________________________________________________
 DI0888* NAD 83(CORS)-  27 50 18.10255(N)    097 03 33.21018(W)     ADJUSTED  
 DI0888* NAVD 88     -                                                        
 DI0888  ___________________________________________________________________
 DI0888  EPOCH DATE  -        2002.00
 DI0888  X           -    -693,632.275 (meters)                     COMP
 DI0888  Y           -  -5,601,309.441 (meters)                     COMP
 DI0888  Z           -   2,960,670.659 (meters)                     COMP
 DI0888  ELLIP HEIGHT-         -15.05  (meters)          (08/??/06) GPS OBS
 DI0888  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DI0888
 DI0888  HORZ ORDER  -  SPECIAL (CORS)
 DI0888  ELLP ORDER  -  SPECIAL (CORS)
 DI0888
 DI0888.ITRF positions are available for this station.
 DI0888.The coordinates were established by GPS observations
 DI0888.and adjusted by the National Geodetic Survey in August 2006..
 DI0888.The coordinates are valid at the epoch date displayed above.
 DI0888.The epoch date for horizontal control is a decimal equivalence
 DI0888.of Year/Month/Day.
 DI0888
 DI0888
 DI0888.The PID for the CORS L1 Phase Center is DI0889.
 DI0888
 DI0888.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0888
 DI0888.The ellipsoidal height was determined by GPS observations
 DI0888.and is referenced to NAD 83.
 DI0888
 DI0888.The geoid height was determined by GEOID03.
 DI0888
 DI0888;                    North         East     Units Scale Factor Converg.
 DI0888;SPC TX S     - 5,241,424.602   441,925.317   MT  1.00000128   +0 39 14.8
 DI0888;SPC TX S     -17,196,240.55  1,449,883.31   sFT  1.00000128   +0 39 14.8
 DI0888
 DI0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0888!SPC TX S     -   1.00000236  x   1.00000128  =   1.00000364
 DI0888
 DI0888                          SUPERSEDED SURVEY CONTROL
 DI0888
 DI0888.No superseded survey control is available for this station.
 DI0888
 DI0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9112780809(NAD 83)
 DI0888_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0888
 DI0888                          STATION DESCRIPTION
 DI0888
 DI0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0888'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0888'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0888'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0888'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0888'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0889 ***********************************************************************
 DI0889  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0889  DESIGNATION -  ARANSAS PASS 6 CORS L1 PHASE CENTER
 DI0889  CORS_ID     -  ARP6
 DI0889  PID         -  DI0889
 DI0889  STATE/COUNTY-  TX/NUECES
 DI0889  USGS QUAD   -  PORT ARANSAS (1975)
 DI0889
 DI0889                         *CURRENT SURVEY CONTROL
 DI0889  ___________________________________________________________________
 DI0889* NAD 83(CORS)-  27 50 18.10244(N)    097 03 33.21025(W)     ADJUSTED  
 DI0889* NAVD 88     -                                                        
 DI0889  ___________________________________________________________________
 DI0889  EPOCH DATE  -        2002.00
 DI0889  X           -    -693,632.286 (meters)                     COMP
 DI0889  Y           -  -5,601,309.512 (meters)                     COMP
 DI0889  Z           -   2,960,670.693 (meters)                     COMP
 DI0889  ELLIP HEIGHT-         -14.97  (meters)          (08/??/06) GPS OBS
 DI0889  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DI0889
 DI0889  HORZ ORDER  -  SPECIAL (CORS)
 DI0889  ELLP ORDER  -  SPECIAL (CORS)
 DI0889
 DI0889.ITRF positions are available for this station.
 DI0889.The coordinates were established by GPS observations
 DI0889.and adjusted by the National Geodetic Survey in August 2006..
 DI0889.The coordinates are valid at the epoch date displayed above.
 DI0889.The epoch date for horizontal control is a decimal equivalence
 DI0889.of Year/Month/Day.
 DI0889
 DI0889
 DI0889.The PID for the CORS ARP is DI0888.
 DI0889
 DI0889.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0889
 DI0889.The ellipsoidal height was determined by GPS observations
 DI0889.and is referenced to NAD 83.
 DI0889
 DI0889.The geoid height was determined by GEOID03.
 DI0889
 DI0889;                    North         East     Units Scale Factor Converg.
 DI0889;SPC TX S     - 5,241,424.599   441,925.315   MT  1.00000128   +0 39 14.8
 DI0889;SPC TX S     -17,196,240.54  1,449,883.30   sFT  1.00000128   +0 39 14.8
 DI0889
 DI0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0889!SPC TX S     -   1.00000235  x   1.00000128  =   1.00000363
 DI0889
 DI0889                          SUPERSEDED SURVEY CONTROL
 DI0889
 DI0889.No superseded survey control is available for this station.
 DI0889
 DI0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9112780809(NAD 83)
 DI0889_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0889
 DI0889                          STATION DESCRIPTION
 DI0889
 DI0889'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0889'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0889'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0889'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0889'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0889'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1146 ***********************************************************************
 AH1146  DESIGNATION -  ARANSAS PASS LIGHTHOUSE
 AH1146  PID         -  AH1146
 AH1146  STATE/COUNTY-  TX/ARANSAS
 AH1146  USGS QUAD   -  PORT ARANSAS (1975)
 AH1146
 AH1146                         *CURRENT SURVEY CONTROL
 AH1146  ___________________________________________________________________
 AH1146* NAD 83(1993)-  27 51 50.98592(N)    097 03 23.00212(W)     ADJUSTED  
 AH1146* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 AH1146  ___________________________________________________________________
 AH1146  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AH1146  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH1146
 AH1146  HORZ ORDER  -  THIRD
 AH1146
 AH1146.The horizontal coordinates were established by classical geodetic methods
 AH1146.and adjusted by the National Geodetic Survey in February 1996..
 AH1146
 AH1146.The orthometric height was scaled from a topographic map.
 AH1146
 AH1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1146
 AH1146.The geoid height was determined by GEOID03.
 AH1146
 AH1146;                    North         East     Units Scale Factor Converg.
 AH1146;SPC TXSC     - 4,005,007.936   791,443.809   MT  1.00018945   +0 57 07.9
 AH1146;SPC TXSC     -13,139,763.54  2,596,595.23   sFT  1.00018945   +0 57 07.9
 AH1146;SPC TX S     - 5,244,286.804   442,171.920   MT  1.00000795   +0 39 19.5
 AH1146;SPC TX S     -17,205,630.96  1,450,692.37   sFT  1.00000795   +0 39 19.5
 AH1146;UTM  14      - 3,083,672.477   691,360.608   MT  1.00005200   +0 54 31.2
 AH1146
 AH1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1146!SPC TXSC     -   1.00000087  x   1.00018945  =   1.00019032
 AH1146!SPC TX S     -   1.00000087  x   1.00000795  =   1.00000882
 AH1146!UTM  14      -   1.00000087  x   1.00005200  =   1.00005287
 AH1146
 AH1146                          SUPERSEDED SURVEY CONTROL
 AH1146
 AH1146  NAD 83(1986)-  27 51 50.99234(N)    097 03 22.97784(W) AD(       ) 4
 AH1146  NAD 27      -  27 51 49.89800(N)    097 03 22.01500(W) AD(       ) 3
 AH1146
 AH1146.Superseded values are not recommended for survey control.
 AH1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1146.See file dsdata.txt to determine how the superseded data were derived.
 AH1146
 AH1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9136183672(NAD 83)
 AH1146_MARKER: 13 = LIGHTHOUSE
 AH1146_SETTING: 0 = UNSPECIFIED SETTING
 AH1146_MARK LOGO: CGS   
 AH1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1146+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1146
 AH1146  HISTORY     - Date     Condition        Report By
 AH1146  HISTORY     - 1905     FIRST OBSERVED   CGS
 AH1146  HISTORY     - 1948     GOOD             CGS
 AH1146  HISTORY     - 1949     GOOD             CGS
 AH1146  HISTORY     - 1968     GOOD             CGS
 AH1146  HISTORY     - 1970     GOOD             NGS
 AH1146  HISTORY     - 1976     GOOD             NGS
 AH1146  HISTORY     - 1984     GOOD             USPSQD
 AH1146  HISTORY     - 1985     GOOD             NGS
 AH1146  HISTORY     - 1988     GOOD             NOS
 AH1146  HISTORY     - 19890215 GOOD             NOS
 AH1146  HISTORY     - 19891212 GOOD             NOS
 AH1146
 AH1146                          STATION DESCRIPTION
 AH1146
 AH1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AH1146'STATION RECOVERED.  IT IS LOCATED ABOUT 1.6 MILES N OF PORT
 AH1146'ARANSAS ON THE NW SIDE OF THE LYDIA ANN CHANNEL, ABOUT 200
 AH1146'METERS NW OF THE MEAN HIGH-WATER LINE, AND ABOUT 69 METERS
 AH1146'NE OF A SMALL BAYOU.
 AH1146'
 AH1146'STATION IS POINT AT THE TOP OF A RED BRICK OCTAGONAL TOWER
 AH1146'ABOUT 70 FEET HIGH.
 AH1146
 AH1146                          STATION RECOVERY (1949)
 AH1146
 AH1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1146'THIS LIGHTHOUSE IS LOCATED ABOUT 1 MILE N OF HARBOR ISLAND
 AH1146'ON THE W SIDE OF THE INTRACOASTAL WATERWAY.
 AH1146'
 AH1146'LIGHTHOUSE IS 65 FEET HIGH, OF BRICK CONSTRUCTION, AND SURROUNDED
 AH1146'AT THE BASE BY CONCRETE.
 AH1146
 AH1146                          STATION RECOVERY (1968)
 AH1146
 AH1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1146'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS RECOVERY NOTES
 AH1146'ARE ADEQUATE.
 AH1146
 AH1146                          STATION RECOVERY (1970)
 AH1146
 AH1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (ALP)
 AH1146'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS RECOVERY
 AH1146'NOTES ARE ADEQUATE.
 AH1146
 AH1146                          STATION RECOVERY (1976)
 AH1146
 AH1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AH1146'THIS INTERSECTION STATION WAS FOUND AS DESCRIBED IN THE 1948
 AH1146'DESCRIPTION, AND APPEARS TO BE THE SAME STRUCTURE THAT WAS DESCRIBED
 AH1146'IN 1948.
 AH1146'
 AH1146'SHORT ANTENNA, AT CENTER OF APEX, WAS OBSERVED ON.
 AH1146
 AH1146                          STATION RECOVERY (1984)
 AH1146
 AH1146'RECOVERY NOTE BY US POWER SQUADRON 1984 (DLB)
 AH1146'NO MARK - ARANSAS PASS LIGHTHOUSE IS A PRIVATELY OWNED LAND MARK.
 AH1146'OWNER IS H.E. BUTT, CORPUS CHRISTI, TX.
 AH1146
 AH1146                          STATION RECOVERY (1985)
 AH1146
 AH1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1146'THE STATION WAS RECOVERED AT THIS DATE,
 AH1146'IN GOOD CONDITION, PREVIOUS RECOVERY NOTES ARE ADEQUATE.
 AH1146'
 AH1146'DESCRIBED BY G.R HEID.
 AH1146
 AH1146                          STATION RECOVERY (1988)
 AH1146
 AH1146'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1146'THE STATION WAS RECOVERED AT THIS DATE.
 AH1146'AN AZIMUTH CHECK ON THIS POSITION DID NOT CHECK AS WELL AS WOULD
 AH1146'BE ANTICIPATED.  THE STATION WAS NOT REPOSITIONED AT THIS TIME.
 AH1146'IT WAS FELT THAT THE NEW 1983 DATUM WOULD TIGHTEN THE CONTROL IN
 AH1146'THIS AREA RESULTING IN A BETTER NETWORK OF CHECKS.
 AH1146'
 AH1146'RECOVERED BY GLM.
 AH1146
 AH1146                          STATION RECOVERY (1989)
 AH1146
 AH1146'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1146'THE LIGHTHOUSE IS LOCATED ABOUT 1.0 MI W OF HARBOR ISLAND ON THE W
 AH1146'SIDE OF THE INTRACOASTAL WATERWAY.
 AH1146'THE LANDMARK IS THE TOP OF A BRICK STRUCTURE WHICH SURROUNDED AT THE
 AH1146'BASE BY CONCRETE.  THE OVERALL HEIGHT IS 21.34 M (70.0 FT).
 AH1146
 AH1146                          STATION RECOVERY (1989)
 AH1146
 AH1146'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1146'THE STATION WAS RECOVERED AS DESCRIBED. RECOVERED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1199 ***********************************************************************
 AH1199  DESIGNATION -  ARANSAS PASS WATER TANK
 AH1199  PID         -  AH1199
 AH1199  STATE/COUNTY-  TX/SAN PATRICIO
 AH1199  USGS QUAD   -  ARANSAS PASS (1975)
 AH1199
 AH1199                         *CURRENT SURVEY CONTROL
 AH1199  ___________________________________________________________________
 AH1199* NAD 83(1993)-  27 54 07.95485(N)    097 08 37.97989(W)     ADJUSTED  
 AH1199* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 AH1199  ___________________________________________________________________
 AH1199  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AH1199  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH1199
 AH1199  HORZ ORDER  -  THIRD
 AH1199
 AH1199.The horizontal coordinates were established by classical geodetic methods
 AH1199.and adjusted by the National Geodetic Survey in February 1996..
 AH1199
 AH1199.The orthometric height was scaled from a topographic map.
 AH1199
 AH1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1199
 AH1199.The geoid height was determined by GEOID03.
 AH1199
 AH1199;                    North         East     Units Scale Factor Converg.
 AH1199;SPC TX S     - 5,248,407.303   433,510.252   MT  1.00001816   +0 36 56.5
 AH1199;SPC TX S     -17,219,149.63  1,422,274.89   sFT  1.00001816   +0 36 56.5
 AH1199;SPC TXSC     - 4,009,084.435   782,759.565   MT  1.00017282   +0 54 33.6
 AH1199;SPC TXSC     -13,153,137.85  2,568,103.67   sFT  1.00017282   +0 54 33.6
 AH1199;UTM  14      - 3,087,754.733   682,680.651   MT  1.00001192   +0 52 07.8
 AH1199
 AH1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1199!SPC TX S     -   0.99999870  x   1.00001816  =   1.00001686
 AH1199!SPC TXSC     -   0.99999870  x   1.00017282  =   1.00017152
 AH1199!UTM  14      -   0.99999870  x   1.00001192  =   1.00001062
 AH1199
 AH1199                          SUPERSEDED SURVEY CONTROL
 AH1199
 AH1199  NAD 83(1986)-  27 54 07.96229(N)    097 08 37.95780(W) AD(       ) 4
 AH1199  NAD 27      -  27 54 06.87169(N)    097 08 36.99445(W) AD(       ) 3
 AH1199
 AH1199.Superseded values are not recommended for survey control.
 AH1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1199.See file dsdata.txt to determine how the superseded data were derived.
 AH1199
 AH1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8268187755(NAD 83)
 AH1199_MARKER: 53 = ELEVATED TANK
 AH1199_MARK LOGO: NGS   
 AH1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1199+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 AH1199
 AH1199  HISTORY     - Date     Condition        Report By
 AH1199  HISTORY     - 1970     FIRST OBSERVED   NGS
 AH1199  HISTORY     - 1970     GOOD             NGS
 AH1199  HISTORY     - 1985     GOOD             NGS
 AH1199  HISTORY     - 19890215 GOOD             NOS
 AH1199  HISTORY     - 19891019 GOOD             NOS
 AH1199  HISTORY     - 19950610 GOOD             USPSQD
 AH1199  HISTORY     - 20040315 GOOD             USPSQD
 AH1199
 AH1199                          STATION DESCRIPTION
 AH1199
 AH1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (ALP)
 AH1199'THE TANK IS LOCATED IN ARANSAS PASS INSIDE A FENCED IN AREA THAT IS
 AH1199'USED TO PARK CITY OWNED EQUIPMENT.  THE TANK IS JUST SOUTH OF A
 AH1199'TRAILER PARK THAT IS LOCATED AT THE CORNER OF E. WILSON AVE. AND S.
 AH1199'ARCH ST.  THE TANK IS AN EIGHT LEGGED STEEL STRUCTURE.  THE POINT
 AH1199'INTERSECTED WAS THE CENTER OF THE TANK.
 AH1199
 AH1199                          STATION RECOVERY (1970)
 AH1199
 AH1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AH1199'RECOVERED IN GOOD CONDITION.
 AH1199
 AH1199                          STATION RECOVERY (1985)
 AH1199
 AH1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1199'THE STATION WAS RECOVERED AT THIS DATE.
 AH1199'NO DATA AVAILABLE TO THIS PARTY AT THIS TIME.
 AH1199'
 AH1199'THE STATION, ARANSAS PASS WATER TANK IS LOCATED ABOUT 1 BLOCK EAST
 AH1199'OF THE JUNCTION OF STATE HIGHWAYS 35 BUSINESS AND 361 AND IS IN THE
 AH1199'EASTERN SECTION OF TOWN.
 AH1199'OWNERSHIP--TOWN OF PORT ARANSAS.
 AH1199'
 AH1199'THE LANDMARK IS THE VENT TOP CENTER ATOP THE ELLIPSOIDAL ROOFED
 AH1199'TANK, WITH 6 I-BEAM LEGS AND PAINTED TAN, WITH AN OVERALL HEIGHT OF
 AH1199'ABOUT 35 METERS (115 FT).
 AH1199'
 AH1199'DESCRIBED BY G.R. HEID.
 AH1199
 AH1199                          STATION RECOVERY (1989)
 AH1199
 AH1199'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1199'THE STATION IS LOCATED ABOUT 1 BLOCK E OF THE JUNCTION OF STATE
 AH1199'HIGHWAYS 35 BUSINESS AND 361 AND IS IN THE EASTERN SECTION OF TOWN.
 AH1199'OWNERSHIP--TOWN OF PORT ARANSAS.
 AH1199'THE LANDMARK IS THE VENT TOP CENTER ATOP THE ELLIPTICAL ROOFED TANK,
 AH1199'WITH SIX I-BEAM LEGS AND PAINTED TAN, WITH AN OVERALL HEIGHT OF ABOUT
 AH1199'35 M (114.8 FT).
 AH1199
 AH1199                          STATION RECOVERY (1989)
 AH1199
 AH1199'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1199'THE STATION WAS RECOVERED AS DESCRIBED.  THE GEODETIC POSITION WAS
 AH1199'VERIFIED AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH1199
 AH1199                          STATION RECOVERY (1995)
 AH1199
 AH1199'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1199'RECOVERED IN GOOD CONDITION.
 AH1199
 AH1199                          STATION RECOVERY (2004)
 AH1199
 AH1199'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0895 ***********************************************************************
 BP0895  DESIGNATION -  ARBUCKLE SEC
 BP0895  PID         -  BP0895
 BP0895  STATE/COUNTY-  TX/PECOS
 BP0895  USGS QUAD   -  CAVE MESA (1980)
 BP0895
 BP0895                         *CURRENT SURVEY CONTROL
 BP0895  ___________________________________________________________________
 BP0895* NAD 83(1993)-  30 31 46.52248(N)    103 11 41.88767(W)     ADJUSTED  
 BP0895* NAVD 88     -      1378.     (meters)    4521.     (feet)  SCALED    
 BP0895  ___________________________________________________________________
 BP0895  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BP0895  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 BP0895
 BP0895  HORZ ORDER  -  THIRD
 BP0895
 BP0895.The horizontal coordinates were established by classical geodetic methods
 BP0895.and adjusted by the National Geodetic Survey in February 1996..
 BP0895
 BP0895.The orthometric height was scaled from a topographic map.
 BP0895
 BP0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0895
 BP0895.The geoid height was determined by GEOID03.
 BP0895
 BP0895;                    North         East     Units Scale Factor Converg.
 BP0895;SPC TX C     - 3,099,191.809   425,422.769   MT  0.99991542   -1 28 26.1
 BP0895;SPC TX C     -10,167,931.79  1,395,741.20   sFT  0.99991542   -1 28 26.1
 BP0895;UTM  13      - 3,378,856.505   673,173.260   MT  0.99996996   +0 55 01.8
 BP0895
 BP0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0895!SPC TX C     -   0.99978705  x   0.99991542  =   0.99970248
 BP0895!UTM  13      -   0.99978705  x   0.99996996  =   0.99975701
 BP0895
 BP0895:                Primary Azimuth Mark                     Grid Az
 BP0895:SPC TX C     -  GILLION                                  220 37 03.5
 BP0895:UTM  13      -  GILLION                                  218 13 35.6
 BP0895
 BP0895|---------------------------------------------------------------------|
 BP0895| PID    Reference Object                     Distance      Geod. Az  |
 BP0895|                                                           dddmmss.s |
 BP0895| BP0907 GILLION                             APPROX.16.5 KM 2190837.4 |
 BP0895|---------------------------------------------------------------------|
 BP0895
 BP0895                          SUPERSEDED SURVEY CONTROL
 BP0895
 BP0895  NAD 83(1986)-  30 31 46.51154(N)    103 11 41.89055(W) AD(       ) 3
 BP0895  NAD 27      -  30 31 45.91500(N)    103 11 40.31600(W) AD(       ) 3
 BP0895
 BP0895.Superseded values are not recommended for survey control.
 BP0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0895.See file dsdata.txt to determine how the superseded data were derived.
 BP0895
 BP0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP7317378857(NAD 83)
 BP0895_MARKER: DD = SURVEY DISK
 BP0895_SETTING: 66 = SET IN ROCK OUTCROP
 BP0895_SP_SET: SET IN ROCK OUTCROP
 BP0895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0895+STABILITY: POSITION/ELEVATION WELL
 BP0895
 BP0895  HISTORY     - Date     Condition        Report By
 BP0895  HISTORY     - 1919     MONUMENTED       USGS
 BP0895
 BP0895                          STATION DESCRIPTION
 BP0895
 BP0895'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 BP0895'ABOUT 25 MI. N. OF MARATHON, ON RD. RUNNING PAST IRON MOUNTAINS, N.
 BP0895'DOWN GILLION CANYON, AND CROSSING LOW DIVIDE INTO ---DRAW NO.3--- PAST
 BP0895'ELMER TAYLORS HOUSE.  STATION IS ABOUT 2 MI. S. AND A LITTLE W. OF
 BP0895'ELMER TAYLORS HOUSE, ABOUT 0.50 MI. SW. OF ARBUCKLE TANK, ON A MESA
 BP0895'JUST W. OF THE RD.  THE MESA IS IN THE FOOTHILLS AND OVERLOOKS THE
 BP0895'VALLEY ON THE NW.  THE POINT IS ABOUT 100 YDS. W. OF THE HIGHEST POINT
 BP0895'OF THE MESA.
 BP0895'
 BP0895'STATION MARK - BRONZE TABLET IN SOLID ROCK.
 BP0895'
 BP0895'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0813 ***********************************************************************
 DO0813  DESIGNATION -  ARCHER
 DO0813  PID         -  DO0813
 DO0813  STATE/COUNTY-  TX/ARCHER
 DO0813  USGS QUAD   -  ARCHER CITY WEST (1964)
 DO0813
 DO0813                         *CURRENT SURVEY CONTROL
 DO0813  ___________________________________________________________________
 DO0813* NAD 83(1993)-  33 33 59.16828(N)    098 38 49.36069(W)     ADJUSTED  
 DO0813* NAVD 88     -       341.0    (meters)    1119.     (feet)  VERTCON   
 DO0813  ___________________________________________________________________
 DO0813  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DO0813  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DO0813
 DO0813  HORZ ORDER  -  FIRST
 DO0813
 DO0813.The horizontal coordinates were established by classical geodetic methods
 DO0813.and adjusted by the National Geodetic Survey in February 1996..
 DO0813
 DO0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0813
 DO0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0813
 DO0813.The geoid height was determined by GEOID03.
 DO0813
 DO0813;                    North         East     Units Scale Factor Converg.
 DO0813;SPC TXNC     - 2,210,678.318   586,347.879   MT  0.99991288   -0 04 48.7
 DO0813;SPC TXNC     - 7,252,867.11  1,923,709.67   sFT  0.99991288   -0 04 48.7
 DO0813;UTM  14      - 3,714,140.704   532,759.407   MT  0.99961323   +0 11 42.5
 DO0813
 DO0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0813!SPC TXNC     -   0.99995089  x   0.99991288  =   0.99986378
 DO0813!UTM  14      -   0.99995089  x   0.99961323  =   0.99956414
 DO0813
 DO0813:                Primary Azimuth Mark                     Grid Az
 DO0813:SPC TXNC     -  ARCHER CITY SW MUN TANK                  029 55 15.0
 DO0813:UTM  14      -  ARCHER CITY SW MUN TANK                  029 38 43.8
 DO0813
 DO0813|---------------------------------------------------------------------|
 DO0813| PID    Reference Object                     Distance      Geod. Az  |
 DO0813|                                                           dddmmss.s |
 DO0813| DO0811 ARCHER CITY SW MUN TANK             APPROX. 3.1 KM 0295026.3 |
 DO0813| DO0810 ARCHER CITY MUN TANK                APPROX. 4.0 KM 0313434.1 |
 DO0813| DO0809 ARCHER CITY RAD MAST                APPROX. 3.8 KM 0455033.2 |
 DO0813| DO0812 ET 4 WXW                             10.312 METERS 05945     |
 DO0813| DO0686 WINDTHORST CATH CH SPIRE            APPROX.19.3 KM 0865830.4 |
 DO0813| DO0756 WINDTHORST ARCO RAD MAST            APPROX.14.0 KM 1230000.3 |
 DO0813| CX7515 ARCHER RM 1                          21.351 METERS 25144     |
 DO0813|---------------------------------------------------------------------|
 DO0813
 DO0813                          SUPERSEDED SURVEY CONTROL
 DO0813
 DO0813  NAD 83(1993)-  33 33 59.16883(N)    098 38 49.36064(W) AD(       ) 1
 DO0813  NAD 83(1986)-  33 33 59.17126(N)    098 38 49.34800(W) AD(       ) 1
 DO0813  NAD 27      -  33 33 58.79541(N)    098 38 48.14090(W) AD(       ) 1
 DO0813  NGVD 29 (07/19/86)  340.9    (m)         1118.     (f) VERT ANG       
 DO0813
 DO0813.Superseded values are not recommended for survey control.
 DO0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0813.See file dsdata.txt to determine how the superseded data were derived.
 DO0813
 DO0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3275914141(NAD 83)
 DO0813_MARKER: DS = TRIANGULATION STATION DISK
 DO0813_SETTING: 66 = SET IN ROCK OUTCROP
 DO0813
 DO0813  HISTORY     - Date     Condition        Report By
 DO0813  HISTORY     - 1975     MONUMENTED       NGS
 DO0813
 DO0813                          STATION DESCRIPTION
 DO0813
 DO0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0813'THE STATION IS LOCATED ABOUT 14-1/2 MILES NORTH-NORTHEAST OF
 DO0813'OLNEY, 12 MILES WEST OF WINDTHORST, 2 MILES SOUTH-SOUTHWEST OF
 DO0813'ARCHER CITY AND ON LAND OWNED BY THE MC GREGERS, MR. J.B. MAAG,
 DO0813'RANCH MANAGER, TELEPHONE NUMBER 574-4309.
 DO0813'
 DO0813'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25
 DO0813'AND 79 IN ARCHER CITY, GO SOUTH ON STATE HIGHWAY 79 FOR 2.35
 DO0813'MILES TO A SIDE ROAD RIGHT AND SIGN MC GREGER RANCH 3.  TURN RIGHT
 DO0813'AND GO WEST ON A DIRT ROAD FOR 0.15 MILE TO A FORK, TAKE RIGHT
 DO0813'FORK AND GO WESTERLY ON THE DIRT ROAD FOR 0.2 MILE TO A FORK, KEEP
 DO0813'RIGHT FORK AND GO NORTHWEST ON THE DIRT ROAD 0.35 MILE TO A FORK,
 DO0813'TAKE LEFT FORK AND GO WESTERLY FOR 0.2 MILE TO A FORK AND WHERE
 DO0813'POWERLINE CROSSES ROAD.  TAKE LEFT FORK AND GO SOUTHERLY
 DO0813'ON TRACK ROAD FOR 0.3 MILE TO THE END OF TRUCK TRAVEL, HERE PACK
 DO0813'UP HILL ABOUT 100 YARDS TO THE STATION ON THE NORTHEAST END OF
 DO0813'A SMALL BUTTE.
 DO0813'
 DO0813'STATION MARK, A STANDARD DISK STAMPED ARCHER 1975, IS CEMENTED
 DO0813'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 DO0813'GROUND SURFACE.  IT IS 48 FEET SOUTHWEST OF THE NORTHEAST END OF
 DO0813'THE BUTTE, 11 FEET SOUTHEAST OF THE NORTHWEST EDGE OF BUTTE AND
 DO0813'8 FEET WEST-NORTHWEST OF THE EAST EDGE OF THE BUTTE.
 DO0813'
 DO0813'REFERENCE MARK 1, A STANDARD DISK STAMPED ARCHER NO 1 1975, IS
 DO0813'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 DO0813'WITH THE GROUND SURFACE.  IT IS 9 FEET SOUTHWEST OF THE
 DO0813'NORTHEAST EDGE OF THE BUTTE AND 7 FEET SOUTHEAST OF THE
 DO0813'NORTHWEST EDGE OF THE BUTTE.
 DO0813'
 DO0813'ET 4 WXW, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 DO0813'STAMPED ET 4 WXW 1962, IS CEMENTED IN A DRILL HOLE IN
 DO0813'OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 DO0813'13 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE BUTTE, 5 FEET
 DO0813'SOUTHEAST OF THE NORTHWEST EDGE OF THE BUTTE AND 3 FEET
 DO0813'WEST-NORTHWEST OF THE EAST EDGE OF THE BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0559 ***********************************************************************
 BO0559  DESIGNATION -  ARCHER
 BO0559  PID         -  BO0559
 BO0559  STATE/COUNTY-  TX/CROCKETT
 BO0559  USGS QUAD   -  TWELVEMILE CAMP (1967)
 BO0559
 BO0559                         *CURRENT SURVEY CONTROL
 BO0559  ___________________________________________________________________
 BO0559* NAD 83(1993)-  30 54 01.61913(N)    101 47 49.62909(W)     ADJUSTED  
 BO0559* NAVD 88     -       889.81   (+/-2cm)    2919.3    (feet)  VERTCON   
 BO0559  ___________________________________________________________________
 BO0559  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BO0559  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 BO0559
 BO0559  HORZ ORDER  -  FIRST
 BO0559  VERT ORDER  -  THIRD ? (See Below)
 BO0559
 BO0559.The horizontal coordinates were established by classical geodetic methods
 BO0559.and adjusted by the National Geodetic Survey in February 1996..
 BO0559
 BO0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0559.The vertical order pertains to the NGVD 29 superseded value.
 BO0559
 BO0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0559
 BO0559.The geoid height was determined by GEOID03.
 BO0559
 BO0559;                    North         East     Units Scale Factor Converg.
 BO0559;SPC TX C     - 3,137,691.507   560,077.566   MT  0.99988329   -0 45 14.2
 BO0559;SPC TX C     -10,294,242.89  1,837,521.15   sFT  0.99988329   -0 45 14.2
 BO0559;UTM  14      - 3,421,922.458   232,642.500   MT  1.00048183   -1 26 14.3
 BO0559
 BO0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0559!SPC TX C     -   0.99986400  x   0.99988329  =   0.99974731
 BO0559!UTM  14      -   0.99986400  x   1.00048183  =   1.00034577
 BO0559
 BO0559:                Primary Azimuth Mark                     Grid Az
 BO0559:SPC TX C     -  WINDMILL SW OF STA MEX USGS              010 14 31.7
 BO0559:UTM  14      -  WINDMILL SW OF STA MEX USGS              010 55 31.8
 BO0559
 BO0559|---------------------------------------------------------------------|
 BO0559| PID    Reference Object                     Distance      Geod. Az  |
 BO0559|                                                           dddmmss.s |
 BO0559| CB0976 WINDMILL SW OF STA MEX USGS         APPROX.13.1 KM 0092917.5 |
 BO0559| CB0972 HUMBLE OIL REFINERY WATER TK        APPROX.30.0 KM 0264047.4 |
 BO0559| CH7862 ARCHER RM 1                          20.626 METERS 03534     |
 BO0559| BO0550 WINDMILL SW OF STA WORLD            APPROX.16.7 KM 0684846.7 |
 BO0559| CH7861 ARCHER AZ MK                                       1310042.4 |
 BO0559| CH7864 ARCHER RM 3                          22.686 METERS 22510     |
 BO0559| BO0565 IRAAN MARATHON OIL RAD MAST         APPROX.13.4 KM 2560748.8 |
 BO0559| BO0563 IRAAN WATER TANK                    APPROX.13.6 KM 2564455.3 |
 BO0559| BO0566 IRAAN EL PASO NAT GAS MAST          APPROX.13.7 KM 2565501.7 |
 BO0559| CH7863 ARCHER RM 2                          25.641 METERS 28002     |
 BO0559| CH7865 ARCHER RM 4                          27.791 METERS 29134     |
 BO0559|---------------------------------------------------------------------|
 BO0559
 BO0559                          SUPERSEDED SURVEY CONTROL
 BO0559
 BO0559  NAD 83(1986)-  30 54 01.63062(N)    101 47 49.61585(W) AD(       ) 1
 BO0559  NAD 27      -  30 54 01.05300(N)    101 47 48.17100(W) AD(       ) 1
 BO0559  NGVD 29 (07/19/86)  889.54   (m)         2918.4    (f) LEVELING    3  
 BO0559
 BO0559.Superseded values are not recommended for survey control.
 BO0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0559.See file dsdata.txt to determine how the superseded data were derived.
 BO0559
 BO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV3264321922(NAD 83)
 BO0559_MARKER: DS = TRIANGULATION STATION DISK
 BO0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0559
 BO0559  HISTORY     - Date     Condition        Report By
 BO0559  HISTORY     - 1943     MONUMENTED       CGS
 BO0559  HISTORY     - 1968     GOOD             CGS
 BO0559
 BO0559                          STATION DESCRIPTION
 BO0559
 BO0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0559'STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF IRAAN, AND ABOUT
 BO0559'16 MILES, AIRLINE, NORTH OF SHEFFIELD.  ON A HIGH MESA, ON LAND
 BO0559'OWNED BY MR. L. HERSEY.
 BO0559'
 BO0559'TO REACH FROM POST OFFICE, IN IRAAN, GO SOUTHERLY ALONG
 BO0559'STATE HIGHWAY NO. 51 FOR 5.2 MILES TO Y JUNCTION OF OILED
 BO0559'PAVEMENT.  TAKE LEFT FORK AND GO 1.2 MILES EAST ALONG PAVED
 BO0559'AND GRAVELED ROAD TO FORKS.  KEEP LEFT FORK AND FOLLOW MAIN
 BO0559'ROAD 1.5 MILES TO CATTLE GUARD.  CONTINUE EASTERLY 0.6 MILES TO
 BO0559'OIL STORAGE TANKS, TAKE MAIN RIGHT HAND ROAD, PER SIGN PRIVATE
 BO0559'ROAD, LEADING UP RIGHT SIDE OF CANYON.  THIS IS A STEEP ONE
 BO0559'WAY ROAD.  FOLLOW THIS ROAD 1.0 MILE THEN CONTINUE
 BO0559'NORTHEASTERLY ALONG ROAD PARALLELING FENCE 1.4 MILES TO A WIRE
 BO0559'GATE AT T FENCE CORNER.  PASS THROUGH THIS GATE AND
 BO0559'CONTINUE 0.5 MILE TO A DIM FORK.  TAKE RIGHT FORK AND GO 0.5
 BO0559'MILE TO A CATTLE GUARD.  CONTINUE ON MAIN ROAD 0.9 MILE
 BO0559'NORTHEAST TO STATION.
 BO0559'
 BO0559'THE STATION IS ON OPEN FLAT ON HIGHEST PART OF MESA, 45 FEET
 BO0559'NORTH OF A DIRT ROAD.  A STANDARD TRIANGULATION STATION DISK,
 BO0559'SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING SIX INCHES
 BO0559'ABOVE THE GROUND.
 BO0559'
 BO0559'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  A STANDARD
 BO0559'REFERENCE DISK SET IN A SQUARE CONCRETE POST, PROJECTING 8.0
 BO0559'INCHES ABOVE THE GROUND.  8.0 FEET NORTHWEST OF A SMALL CEDAR
 BO0559'TREE.  STAMPED ARCHER NO 1 1943.
 BO0559'
 BO0559'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  A STANDARD
 BO0559'REFERENCE MARK SET IN A SQUARE CONCRETE POST PROJECTING 8.0
 BO0559'INCHES ABOVE THE GROUND, STAMPED ARCHER NO 2 1943.  AZIMUTH
 BO0559'MARK IS 0.8 MILE SOUTHEAST OF THE STATION.  TO REACH FROM THE
 BO0559'STATION--TAKE TRACK ROAD NORTHEAST FOR 0.1 MILE.  TAKE RIGHT
 BO0559'FORK 0.45 MILE TO FORK OF DIM ROAD.  TAKE RIGHT FORK FOR 0.1
 BO0559'MILE TO FENCE LINE, THENCE RIGHT ALONG FENCE FOR 0.1 MILE TO
 BO0559'MARK.
 BO0559'
 BO0559'A STANDARD AZIMUTH DISK SET IN ROCK OUTCROP FLUSH WITH GROUND.
 BO0559'18.0 FEET NORTH OF FENCE.  STAMPED ARCHER 1943.
 BO0559'
 BO0559'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 BO0559
 BO0559                          STATION RECOVERY (1968)
 BO0559
 BO0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BO0559'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 BO0559'TO BE IN GOOD CONDITION, THE REFERENCE MARKS WERE SEARCHED FOR
 BO0559'BUT WERE NOT RECOVERED, THEY ARE BELIEVED TO HAVE BEEN DESTROYED
 BO0559'BY ROAD CONSTRUCTION.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT
 BO0559'THIS TIME.  DUE TO CHANGES IN THE ROADS A COMPLETE NEW
 BO0559'DESCRIPTION FOLLOWS.
 BO0559'
 BO0559'THE STATION IS LOCATED ABOUT 16 MILES NORTH OF SHEFFIELD, 6 MILES
 BO0559'EAST OF IRAAN, ON A HIGH MESA AND IN PASTURE LAND OWNED BY
 BO0559'MR. L. HERSEY.
 BO0559'
 BO0559'TO REACH THE STATION FROM THE POST OFFICE IN IRAAN, GO NORTH ON
 BO0559'STATE HIGHWAY 349 FOR 0.2 MILE TO THE JUNCTION OF STATE
 BO0559'HIGHWAY 349 AND STATE HIGHWAY 29.  TURN RIGHT AND GO EAST ON
 BO0559'STATE HIGHWAY 29 FOR 4.8 MILES TO A ROAD-SIDE PARK ON THE
 BO0559'LEFT.  CONTINUE AHEAD ON THE HIGHWAY FOR 1.7 MILES TO THE TOP OF
 BO0559'THE GRADE AND A BOARD GATE ON EITHER SIDE OF THE ROAD.  CONTINUE
 BO0559'AHEAD ON THE HIGHWAY FOR 0.05 MILE TO THE STATION ON THE RIGHT
 BO0559'JUST BEFORE REACHING A SIDE ROAD LEFT.  CONTINUE AHEAD
 BO0559'EASTERLY ON THE HIGHWAY FOR 0.65 MILE TO A BOARD GATE ON THE
 BO0559'RIGHT.  TURN RIGHT PASSING THROUGH THE GATE AND GO SOUTH FOR
 BO0559'0.1 MILE TO A CONCRETE WATER TANK AND A FENCE THENCE WEST
 BO0559'ALONG THE FENCE FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 BO0559'LEFT.
 BO0559'
 BO0559'THE STATION MARK IS A STANDARD DISK STAMPED ARCHER 1943, SET IN
 BO0559'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10
 BO0559'INCHES ABOVE THE GROUND SURFACE.  IT IS 80 FEET SOUTH OF THE CENTER
 BO0559'OF THE PAVED ROAD, AND 18.4 FEET SOUTH OF THE METAL WITNESS
 BO0559'POST WITH SIGN ATTACHED SET IN THE FENCE LINE.
 BO0559'
 BO0559'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ARCHER 1943 NO 3
 BO0559'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BO0559'12-INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 BO0559'SURFACE.  IT IS 141 FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 90
 BO0559'FEET SOUTHWEST OF THE METAL WITNESS POST WITH SIGN ATTACHED SET
 BO0559'IN THE FENCE LINE.
 BO0559'
 BO0559'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ARCHER 1943 NO 4
 BO0559'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BO0559'12-INCHES IN DIAMETER AND PROJECTS 10 INCHES ABOVE THE GROUND
 BO0559'SURFACE.  IT IS 89 FEET WEST OF THE METAL WITNESS POST WITH
 BO0559'SIGN ATTACHED SET IN THE FENCE LINE, 61 FEET SOUTH OF THE CENTER
 BO0559'OF THE PAVED ROAD AND 1 FOOT SOUTH OF THE FENCE.
 BO0559'
 BO0559'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARCHER 1943,
 BO0559'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND PROJECTS 2
 BO0559'INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET NORTHWEST OF A
 BO0559'METAL WITNESS POST WITH SIGN ATTACHED SET IN A FENCE
 BO0559'LINE.
 BO0559'
 BO0559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BO0559'6 MILES EAST OF IRAAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0810 ***********************************************************************
 DO0810  DESIGNATION -  ARCHER CITY MUN TANK
 DO0810  PID         -  DO0810
 DO0810  STATE/COUNTY-  TX/ARCHER
 DO0810  USGS QUAD   -  ARCHER CITY EAST (1963)
 DO0810
 DO0810                         *CURRENT SURVEY CONTROL
 DO0810  ___________________________________________________________________
 DO0810* NAD 83(1993)-  33 35 49.18942(N)    098 37 28.54927(W)     ADJUSTED  
 DO0810* NAVD 88     -                                                        
 DO0810  ___________________________________________________________________
 DO0810  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DO0810  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DO0810
 DO0810  HORZ ORDER  -  THIRD
 DO0810
 DO0810.The horizontal coordinates were established by classical geodetic methods
 DO0810.and adjusted by the National Geodetic Survey in February 1996..
 DO0810
 DO0810
 DO0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0810
 DO0810.The geoid height was determined by GEOID03.
 DO0810
 DO0810;                    North         East     Units Scale Factor Converg.
 DO0810;SPC TXNC     - 2,214,065.050   588,436.011   MT  0.99991780   -0 04 04.6
 DO0810;SPC TXNC     - 7,263,978.42  1,930,560.48   sFT  0.99991780   -0 04 04.6
 DO0810;UTM  14      - 3,717,536.415   534,830.604   MT  0.99961496   +0 12 27.8
 DO0810
 DO0810                          SUPERSEDED SURVEY CONTROL
 DO0810
 DO0810  NAD 83(1993)-  33 35 49.18965(N)    098 37 28.54939(W) AD(       ) 4
 DO0810  NAD 83(1986)-  33 35 49.19261(N)    098 37 28.53659(W) AD(       ) 4
 DO0810  NAD 27      -  33 35 48.82195(N)    098 37 27.33119(W) AD(       ) 3
 DO0810
 DO0810.Superseded values are not recommended for survey control.
 DO0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0810.See file dsdata.txt to determine how the superseded data were derived.
 DO0810
 DO0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3483117536(NAD 83)
 DO0810_MARKER: 53 = ELEVATED TANK
 DO0810
 DO0810  HISTORY     - Date     Condition        Report By
 DO0810  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0810
 DO0810                          STATION DESCRIPTION
 DO0810
 DO0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0810'ARCHER CITY, MUNICIPAL WATER TANK IS A FIVE LEGGED STEEL
 DO0810'STRUCTURE, PAINTED SILVER, WITH ELLIPSOIDAL TOP AND IS 120 FEET
 DO0810'IN HEIGHT.
 DO0810'
 DO0810'TANK IS LOCATED ONE BLOCK NORTH OF THE NORTHEAST CORNER OF THE
 DO0810'SQUARE IN ARCHER CITY, CORNER OF NORTH SCYCARMORE STREET AND WEST
 DO0810'PEACON STREET.
 DO0810'
 DO0810'STATION IS THE TOP CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0809 ***********************************************************************
 DO0809  DESIGNATION -  ARCHER CITY RAD MAST
 DO0809  PID         -  DO0809
 DO0809  STATE/COUNTY-  TX/ARCHER
 DO0809  USGS QUAD   -  ARCHER CITY EAST (1963)
 DO0809
 DO0809                         *CURRENT SURVEY CONTROL
 DO0809  ___________________________________________________________________
 DO0809* NAD 83(1993)-  33 35 24.83445(N)    098 37 03.93000(W)     ADJUSTED  
 DO0809* NAVD 88     -                                                        
 DO0809  ___________________________________________________________________
 DO0809  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DO0809  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DO0809
 DO0809  HORZ ORDER  -  THIRD
 DO0809
 DO0809.The horizontal coordinates were established by classical geodetic methods
 DO0809.and adjusted by the National Geodetic Survey in February 1996..
 DO0809
 DO0809
 DO0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0809
 DO0809.The geoid height was determined by GEOID03.
 DO0809
 DO0809;                    North         East     Units Scale Factor Converg.
 DO0809;SPC TXNC     - 2,213,314.010   589,069.875   MT  0.99991669   -0 03 51.2
 DO0809;SPC TXNC     - 7,261,514.38  1,932,640.08   sFT  0.99991669   -0 03 51.2
 DO0809;UTM  14      - 3,716,788.659   535,467.883   MT  0.99961551   +0 12 41.3
 DO0809
 DO0809                          SUPERSEDED SURVEY CONTROL
 DO0809
 DO0809  NAD 83(1993)-  33 35 24.83485(N)    098 37 03.93008(W) AD(       ) 4
 DO0809  NAD 83(1986)-  33 35 24.83747(N)    098 37 03.91741(W) AD(       ) 4
 DO0809  NAD 27      -  33 35 24.46468(N)    098 37 02.71348(W) AD(       ) 3
 DO0809
 DO0809.Superseded values are not recommended for survey control.
 DO0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0809.See file dsdata.txt to determine how the superseded data were derived.
 DO0809
 DO0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3546816789(NAD 83)
 DO0809_MARKER: 42 = RADIO/TV MAST
 DO0809
 DO0809  HISTORY     - Date     Condition        Report By
 DO0809  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0809
 DO0809                          STATION DESCRIPTION
 DO0809
 DO0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0809'ARCHER CITY, HAIGOOD AND CAMBELL, KKY 656 RADIO, MAST IS A
 DO0809'TRIANGULAR STEEL STRUCTURE, PAINTED RED AND WHITE, GUYED, LIGHTED,
 DO0809'AND HAS THE OVER ALL HEIGHT OF 320 FEET.
 DO0809'
 DO0809'THE MAST IS LOCATED ABOUT 3/4 MILE FROM THE SQUARE SOUTHEAST.
 DO0809'
 DO0809'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 79 AT THE
 DO0809'NORTHWEST SIDE OF THE SQUARE IN ARCHER CITY, GO EAST ON STATE
 DO0809'HIGHWAY 25 FOR 0.5 MILE TO A CROSS STREET OF SOUTH ROSE AND EAST
 DO0809'MAIN, TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO THE MAST.
 DO0809'
 DO0809'STATION IS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0811 ***********************************************************************
 DO0811  DESIGNATION -  ARCHER CITY SW MUN TANK
 DO0811  PID         -  DO0811
 DO0811  STATE/COUNTY-  TX/ARCHER
 DO0811  USGS QUAD   -  ARCHER CITY WEST (1964)
 DO0811
 DO0811                         *CURRENT SURVEY CONTROL
 DO0811  ___________________________________________________________________
 DO0811* NAD 83(1993)-  33 35 25.99306(N)    098 37 49.84518(W)     ADJUSTED  
 DO0811* NAVD 88     -                                                        
 DO0811  ___________________________________________________________________
 DO0811  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DO0811  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DO0811
 DO0811  HORZ ORDER  -  THIRD
 DO0811
 DO0811.The horizontal coordinates were established by classical geodetic methods
 DO0811.and adjusted by the National Geodetic Survey in February 1996..
 DO0811
 DO0811
 DO0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0811
 DO0811.The geoid height was determined by GEOID03.
 DO0811
 DO0811;                    North         East     Units Scale Factor Converg.
 DO0811;SPC TXNC     - 2,213,351.102   587,886.096   MT  0.99991674   -0 04 16.3
 DO0811;SPC TXNC     - 7,261,636.07  1,928,756.30   sFT  0.99991674   -0 04 16.3
 DO0811;UTM  14      - 3,716,820.047   534,284.296   MT  0.99961449   +0 12 15.9
 DO0811
 DO0811                          SUPERSEDED SURVEY CONTROL
 DO0811
 DO0811  NAD 83(1993)-  33 35 25.99365(N)    098 37 49.84507(W) AD(       ) 4
 DO0811  NAD 83(1986)-  33 35 25.98960(N)    098 37 49.83491(W) AD(       ) 4
 DO0811  NAD 27      -  33 35 25.61793(N)    098 37 48.62893(W) AD(       ) 3
 DO0811
 DO0811.Superseded values are not recommended for survey control.
 DO0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0811.See file dsdata.txt to determine how the superseded data were derived.
 DO0811
 DO0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3428416820(NAD 83)
 DO0811_MARKER: 53 = ELEVATED TANK
 DO0811
 DO0811  HISTORY     - Date     Condition        Report By
 DO0811  HISTORY     - 1962     FIRST OBSERVED   USGS
 DO0811  HISTORY     - 1975     GOOD             NGS
 DO0811
 DO0811                          STATION DESCRIPTION
 DO0811
 DO0811'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0811'NOT DESCRIBED.
 DO0811'
 DO0811'STATION MARK--NOT DESCRIBED.
 DO0811
 DO0811                          STATION RECOVERY (1975)
 DO0811
 DO0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0811'ARCHER CITY, SOUTHWEST MUNICIPAL WATER TANK IS A FOUR LEGGED
 DO0811'STEEL STRUCTURE, CONE SHAPED TOP, PAINTED SILVER, WITH ARCHER
 DO0811'CITY IN BLACK LETTERS, AND HAS AN OVERALL HEIGHT OF 110 FEET.
 DO0811'
 DO0811'THE STATION IS LOCATED IN THE SOUTHWEST PART OF ARCHER CITY AT
 DO0811'THE CORNER OF WEST MESQUITE STREET AND SOUTH ASH STREET.
 DO0811'
 DO0811'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2183 ***********************************************************************
 AN2183  DESIGNATION -  ARCO
 AN2183  PID         -  AN2183
 AN2183  STATE/COUNTY-  TX/GOLIAD
 AN2183  USGS QUAD   -  BERCLAIR NW (1987)
 AN2183
 AN2183                         *CURRENT SURVEY CONTROL
 AN2183  ___________________________________________________________________
 AN2183* NAD 83(1993)-  28 44 27.13594(N)    097 37 38.42083(W)     ADJUSTED  
 AN2183* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 AN2183  ___________________________________________________________________
 AN2183  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AN2183  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN2183
 AN2183  HORZ ORDER  -  SECOND
 AN2183
 AN2183.The horizontal coordinates were established by classical geodetic methods
 AN2183.and adjusted by the National Geodetic Survey in February 1996..
 AN2183
 AN2183.The orthometric height was scaled from a topographic map.
 AN2183
 AN2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2183
 AN2183.The geoid height was determined by GEOID03.
 AN2183
 AN2183;                    North         East     Units Scale Factor Converg.
 AN2183;SPC TXSC     - 4,101,367.812   734,068.533   MT  0.99991659   +0 40 20.9
 AN2183;SPC TXSC     -13,455,904.23  2,408,356.51   sFT  0.99991659   +0 40 20.9
 AN2183;UTM  14      - 3,180,049.044   634,036.105   MT  0.99982171   +0 39 36.5
 AN2183
 AN2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2183!SPC TXSC     -   0.99999293  x   0.99991659  =   0.99990952
 AN2183!UTM  14      -   0.99999293  x   0.99982171  =   0.99981464
 AN2183
 AN2183|---------------------------------------------------------------------|
 AN2183| PID    Reference Object                     Distance      Geod. Az  |
 AN2183|                                                           dddmmss.s |
 AN2183| CV3666 ARCO RM 1                            14.238 METERS 13403     |
 AN2183| CV3667 ARCO RM 2                            16.270 METERS 21501     |
 AN2183| CV3665 ARCO AZ MK                                         2532551.5 |
 AN2183|---------------------------------------------------------------------|
 AN2183
 AN2183                          SUPERSEDED SURVEY CONTROL
 AN2183
 AN2183  NAD 83(1986)-  28 44 27.14133(N)    097 37 38.40456(W) AD(       ) 2
 AN2183  NAD 27      -  28 44 26.19700(N)    097 37 37.41300(W) AD(       ) 2
 AN2183
 AN2183.Superseded values are not recommended for survey control.
 AN2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2183.See file dsdata.txt to determine how the superseded data were derived.
 AN2183
 AN2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3403680049(NAD 83)
 AN2183_MARKER: DS = TRIANGULATION STATION DISK
 AN2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2183
 AN2183  HISTORY     - Date     Condition        Report By
 AN2183  HISTORY     - 1952     MONUMENTED       CGS
 AN2183  HISTORY     - 1963     GOOD             CGS
 AN2183
 AN2183                          STATION DESCRIPTION
 AN2183
 AN2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2183'THE STATION IS LOCATED ABOUT 15 MI. SE OF KENEDY, 12 MI. SSE
 AN2183'OF RUNGE, 102 FEET N OF CENTER LINE OF STATE ROUTE 239, 42 FEET
 AN2183'N OF A FENCE LINE AND 4 FEET FROM WITNESS POST.
 AN2183'
 AN2183'TO REACH THE STATION FROM POST OFFICE AND MAIN INTERSECTION
 AN2183'IN THE SMALL VILLAGE OF CHARCO, WHICH IS 12 MI. SSE OF RUNGE.
 AN2183'GO W ON STATE ROUTE 239 FOR 0.6 MI. TO SUMMIT OF A SLIGHT RISE
 AN2183'AND THE STATION ON THE RIGHT, N, SIDE OF ROAD.  TO REACH THE
 AN2183'AZIMUTH MARK FROM THE STATION.  GO W ON STATE ROUTE 239 FOR
 AN2183'0.5 MI. TO MARK ON RIGHT, N SIDE OF ROAD AS DESCRIBED.
 AN2183'
 AN2183'THE STATION MARK IS A STANDARD BRONZE DISK SET IN TOP OF A
 AN2183'CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND AND THE DISK
 AN2183'IS STAMPED ARCO 1952.
 AN2183'
 AN2183'R.M. NO. 1 IS A STANDARD BRONZE DISK SET IN TOP OF A CONCRETE
 AN2183'CYLINDER THAT PROJECTS 3 INCHES, AND THE DISK IS STAMPED ARCO
 AN2183'NO 1 1952.  IT IS 61 FEET N OF CENTER LINE OF STATE ROUTE 239
 AN2183'AND 1 FOOT N OF A FENCE LINE.
 AN2183'
 AN2183'R.M. NO. 2 IS A STANDARD BRONZE DISK SET IN TOP OF A CONCRETE
 AN2183'CYLINDER THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED ARCO
 AN2183'NO 2 1952.  IT IS 62 FEET N OF CENTER LINE OF STATE ROUTE 239 AND
 AN2183'2 FEET N OF A FENCE LINE.
 AN2183'
 AN2183'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF
 AN2183'A CONCRETE CYLINDER THAT PROJECTS 4 INCHES AND THE DISK IS
 AN2183'STAMPED ARCO 1952.  IT IS 54 FEET NW OF THE CENTER LINE OF STATE
 AN2183'ROUTE 239, 3 FEET E OF A WITNESS POST AND 2 FEET SE OF A FENCE
 AN2183'LINE.
 AN2183'
 AN2183'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AN2183
 AN2183                          STATION RECOVERY (1963)
 AN2183
 AN2183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2183'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION
 AN2183'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 AN2183'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6568 ***********************************************************************
 AW6568  DESIGNATION -  ARCOLA
 AW6568  PID         -  AW6568
 AW6568  STATE/COUNTY-  TX/FORT BEND
 AW6568  USGS QUAD   -  ALMEDA (1995)
 AW6568
 AW6568                         *CURRENT SURVEY CONTROL
 AW6568  ___________________________________________________________________
 AW6568* NAD 83(1993)-  29 30 27.24445(N)    095 28 02.39129(W)     ADJUSTED  
 AW6568* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AW6568  ___________________________________________________________________
 AW6568  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW6568  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6568
 AW6568  HORZ ORDER  -  SECOND
 AW6568
 AW6568.The horizontal coordinates were established by classical geodetic methods
 AW6568.and adjusted by the National Geodetic Survey in February 1996..
 AW6568
 AW6568.The orthometric height was scaled from a topographic map.
 AW6568
 AW6568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6568
 AW6568.The geoid height was determined by GEOID03.
 AW6568
 AW6568;                    North         East     Units Scale Factor Converg.
 AW6568;SPC TXSC     - 4,190,721.739   942,426.956   MT  0.99986777   +1 43 50.5
 AW6568;SPC TXSC     -13,749,059.57  3,091,945.77   sFT  0.99986777   +1 43 50.5
 AW6568;UTM  15      - 3,266,759.371   260,827.236   MT  1.00030589   -1 12 57.0
 AW6568
 AW6568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6568!SPC TXSC     -   1.00000112  x   0.99986777  =   0.99986889
 AW6568!UTM  15      -   1.00000112  x   1.00030589  =   1.00030702
 AW6568
 AW6568:                Primary Azimuth Mark                     Grid Az
 AW6568:SPC TXSC     -  ALAMEDA SW TEL SOUND DERRICK             026 14 48.1
 AW6568:UTM  15      -  ALAMEDA SW TEL SOUND DERRICK             029 11 35.6
 AW6568
 AW6568|---------------------------------------------------------------------|
 AW6568| PID    Reference Object                     Distance      Geod. Az  |
 AW6568|                                                           dddmmss.s |
 AW6568| AW6567 ALAMEDA SW TEL SOUND DERRICK        APPROX.11.3 KM 0275838.6 |
 AW6568| CV5967 ARCOLA RM 3                          25.922 METERS 08816     |
 AW6568| CV5964 ARCOLA AZ MK                                       0883932.1 |
 AW6568| CV5965 ARCOLA RM 1                          28.301 METERS 09349     |
 AW6568| AW6574 ARCOLA 1952 ECC                       8.945 METERS 14609     |
 AW6568| CV5966 ARCOLA RM 2                          33.183 METERS 15258     |
 AW6568|---------------------------------------------------------------------|
 AW6568
 AW6568                          SUPERSEDED SURVEY CONTROL
 AW6568
 AW6568  NAD 83(1986)-  29 30 27.25800(N)    095 28 02.37236(W) AD(       ) 2
 AW6568  NAD 27      -  29 30 26.40647(N)    095 28 01.57921(W) AD(       ) 2
 AW6568
 AW6568.Superseded values are not recommended for survey control.
 AW6568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6568.See file dsdata.txt to determine how the superseded data were derived.
 AW6568
 AW6568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6082766759(NAD 83)
 AW6568_MARKER: DS = TRIANGULATION STATION DISK
 AW6568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6568+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AW6568
 AW6568  HISTORY     - Date     Condition        Report By
 AW6568  HISTORY     - 1952     MONUMENTED       CGS
 AW6568  HISTORY     - 1957     GOOD             CGS
 AW6568  HISTORY     - 1958     GOOD             HLPCO
 AW6568  HISTORY     - 1961     GOOD             CGS
 AW6568  HISTORY     - 1962     MARK NOT FOUND   USGS
 AW6568  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AW6568  HISTORY     - 1987     GOOD             USPSQD
 AW6568  HISTORY     - 19941022 GOOD             USPSQD
 AW6568  HISTORY     - 19991120 GOOD             USPSQD
 AW6568  HISTORY     - 20040626 GOOD             USPSQD
 AW6568  HISTORY     - 20050707 GOOD             USPSQD
 AW6568
 AW6568                          STATION DESCRIPTION
 AW6568
 AW6568'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6568'THE STATION IS LOCATED ABOUT 0.35 OF A MILE WEST OF THE JUNCTION
 AW6568'OF STATE ROADS NO. 6 AND 288 NEAR THE SMALL VILLAGE OF ARCOLA.
 AW6568'IT IS 100.0 FEET EAST-SOUTHEAST OF THE CENTER OF A WOODEN BRIDGE
 AW6568'OVER AN IRRIGATION CANAL, 43.0 FEET SOUTH OF THE CENTER OF
 AW6568'A GRAVEL ROAD, 4.5 FEET EAST OF A WITNESS POST AND 0.5 FOOT
 AW6568'SOUTH OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED ARCOLA
 AW6568'1952.
 AW6568'
 AW6568'REFERENCE MARK NO. 1 IS 51.0 FEET SOUTH OF THE CENTER OF A
 AW6568'GRAVELED ROAD, 8.0 FEET SOUTH OF A LANE FENCE AND 0.5 FOOT
 AW6568'NORTH OF A LANE FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED
 AW6568'ARCOLA NO 1 1952.
 AW6568'
 AW6568'REFERENCE MARK NO. 2 IS 1.0 FOOT WEST OF A FENCE, PROJECTS
 AW6568'6 INCHES AND IS STAMPED ARCOLA NO 2 1952.
 AW6568'
 AW6568'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW6568'NO. 2 IS 100.50 FEET.
 AW6568'
 AW6568'THE AZIMUTH IS LOCATED IN THE NORTH ISLAND OF A DIVIDED
 AW6568'HIGHWAY AT THE JUNCTION OF STATE ROUTE NO. 6 AND STATE ROUTE
 AW6568'NO. 288 AT THE WEST EDGE OF ARCOLA.  IT IS 24.5 FEET EAST
 AW6568'OF THE WEST CURB OF THE ISLAND, 17.0 FEET NORTH OF A LARGE
 AW6568'POLE SUPPORTING THE TRAFFIC LIGHT, 10.0 FEET WEST OF THE EAST
 AW6568'CURB OF THE ISLAND AND 1.0 FOOT NORTH OF A WITNESS POST.  IT
 AW6568'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 AW6568'ARCOLA 1952.
 AW6568'
 AW6568'TO REACH THE STATION FROM THE POST OFFICE IN ALVIN, GO EAST
 AW6568'ON THE MAIN STREET FOR 2 BLOCKS TO STATE ROUTE NO. 35, TURN
 AW6568'LEFT AND GO NORTH ON STATE ROUTE NO. 35 FOR 0.3 MILE TO THE
 AW6568'JUNCTION WITH STATE ROUTE NO. 6.  HERE TURN LEFT AND GO WEST ON
 AW6568'STATE ROUTE NO. 6 FOR 14.0 MILES TO THE JUNCTION WITH STATE ROUTE
 AW6568'NO. 288 AT THE WEST EDGE OF THE VILLAGE OF ARCOLA AND
 AW6568'THE AZIMUTH MARK IN THE NORTH ISLAND OF A DIVIDED
 AW6568'HIGHWAY AS DESCRIBED.  CONTINUE WEST ON STATE ROUTE NO. 6
 AW6568'FOR ABOUT 100 YARDS TO WHERE A GRAVELED ROADS LEADS TO THE
 AW6568'SOUTHWEST, TURN LEFT AND FOLLOW THIS GRAVELED ROAD SOUTHWEST
 AW6568'FOR 0.3 MILE TO THE EAST EDGE OF AN IRRIGATION CANAL AND
 AW6568'THE STATION ON THE LEFT AS DESCRIBED.
 AW6568'
 AW6568'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW6568
 AW6568                          STATION RECOVERY (1957)
 AW6568
 AW6568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BC)
 AW6568'STATION FOUND AS DESCRIBED IN GOOD CONDITION.
 AW6568
 AW6568                          STATION RECOVERY (1958)
 AW6568
 AW6568'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1958 (KGG)
 AW6568'GENERAL DESCRIPTION IS GOOD, HOWEVER NO DISTANCE IS GIVEN
 AW6568'TO REF. MARKS NO. 1 AND 2.  REF. MARK NO. 1 WAS RECOVERED
 AW6568'AND FOUND TO BE 92.89 FT. FROM TRIANGULATION STATION ARCOLA AT
 AW6568'AN ANGLE OF 5 DEG 13 MIN 06 SEC RT. FROM AZIMUTH MARK.
 AW6568'(REFERENCE MARK NO. 1 STAMPED ARCOLA NO. 1 1952)
 AW6568'
 AW6568'REFERENCE MARK NO. 2 WAS NOT RECOVERED.  DESCRIPTION IS VAGUE.
 AW6568'
 AW6568'AZIMUTH MARK WAS RECOVERED (STAMPED ARCOLA, 1952, WITH ARROW
 AW6568'AND PUNCH MARK) 1976 FT. FROM STATION ARCOLA
 AW6568'
 AW6568'TRIANGULATION STATION ARCOLA IS STAMPED ARCOLA 1952
 AW6568
 AW6568                          STATION RECOVERY (1961)
 AW6568
 AW6568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 AW6568'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. AND FOUND TO BE
 AW6568'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION PROVED TO BE
 AW6568'ADEQUATE.
 AW6568
 AW6568                          STATION RECOVERY (1962)
 AW6568
 AW6568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AW6568'STATION HAS BEEN DESTROYED.  CONCRETE POST WAS FOUND WITH THE
 AW6568'TOP BROKEN OFF.  BOTH REFERENCE MARKS WERE FOUND IN GOOD
 AW6568'CONDITION.  TABLET COULD NOT BE LOCATED.
 AW6568
 AW6568                          STATION RECOVERY (1968)
 AW6568
 AW6568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6568'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH
 AW6568'MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION SURFACE
 AW6568'MONUMENT WAS FOUND LYING ON TOP OF THE GROUND WITH THE DISK
 AW6568'REMOVED.  REFERENCE MARK 1 WAS ALSO OUT OF POSITION.  A NEW
 AW6568'SURFACE MONUMENT WAS SET AND REFERENCE MARK 3 WAS ESTABLISHED.
 AW6568'DUE TO HIGH VOLTAGE POWER LINES THE TOWER WAS BUILT OVER AN
 AW6568'ECCENTRIC POINT.
 AW6568'
 AW6568'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AW6568'288 AND 6 (AZIMUTH MARK AT JUNCTION) WHICH IS NEAR THE SMALL
 AW6568'VILLAGE OF ARCOLA, GO NORTHWEST ON STATE HIGHWAY 6 FOR ABOUT
 AW6568'100 YARDS TO A GRAVELED ROAD LEADING WESTERLY.  KEEP LEFT ON THE
 AW6568'GRAVELED ROAD AND GO WEST FOR 0.35 MILE TO THE STATION ON
 AW6568'THE LEFT, JUST BEFORE REACHING A WOODEN BRIDGE OVER A CANAL.
 AW6568'
 AW6568'THE STATION MARK IS A STANDARD DISK STAMPED ARCOLA 1952 1968,
 AW6568'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6568'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 75.6 FEET
 AW6568'NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE,
 AW6568'43 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 35 FEET
 AW6568'EAST OF A POWER LINE POLE, 33 FEET NORTH OF A WIRE FENCE AND
 AW6568'1.5 FEET SOUTH OF A METAL WITNESS POST.
 AW6568'
 AW6568'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ARCOLA NO 2 1952,
 AW6568'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 AW6568'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 19.3 FEET SOUTHWEST
 AW6568'OF THE SOUTHWEST CORNER OF THE FRAME HOUSE AND 19 FEET EAST
 AW6568'OF A NORTH-SOUTH WIRE FENCE.
 AW6568'
 AW6568'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ARCOLA 1952 NO
 AW6568'3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW6568'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 50.4
 AW6568'FEET NORTH OF THE NORTHEAST CORNER OF THE FRAME HOUSE, 43 FEET
 AW6568'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 18 FEET WEST OF A
 AW6568'POWER LINE POLE AND 2.3 FEET SOUTH OF A GUY CABLE TO THE POWER
 AW6568'LINE POLE.
 AW6568'
 AW6568'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARCOLA 1952, SET IN
 AW6568'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 3 INCHES
 AW6568'BELOW THE GROUND.  IT IS 59 FEET NORTH-NORTHEAST OF THE CENTER
 AW6568'OF THE INTERSECTION OF STATE HIGHWAYS 288 AND 6, 15 FEET
 AW6568'EAST OF THE WEST CURB OF A MEDIAN AND 10.7 FEET WEST OF THE EAST
 AW6568'CURB OF THE MEDIAN.
 AW6568'
 AW6568'NO MEASUREMENTS BETWEEN THE R.M.S, HOUSE ON LINE.
 AW6568
 AW6568                          STATION RECOVERY (1987)
 AW6568
 AW6568'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6568'RECOVERED IN GOOD CONDITION.
 AW6568
 AW6568                          STATION RECOVERY (1994)
 AW6568
 AW6568'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6568'RECOVERED IN GOOD CONDITION.
 AW6568
 AW6568                          STATION RECOVERY (1999)
 AW6568
 AW6568'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6568'RECOVERED IN GOOD CONDITION.
 AW6568
 AW6568                          STATION RECOVERY (2004)
 AW6568
 AW6568'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6568'NO WITNESS POST.
 AW6568
 AW6568                          STATION RECOVERY (2005)
 AW6568
 AW6568'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6568'FOUND ARCOLA 1952.
 AW6568'FOUND ARCOLA NO. 1 1952.
 AW6568'FOUND ARCOLA NO. 2 1952.
 AW6568'DID NOT FIND AZ MARK. CONSTRUCTION IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5459 ***********************************************************************
 AW5459  DESIGNATION -  ARCOLA RESET
 AW5459  PID         -  AW5459
 AW5459  STATE/COUNTY-  TX/FORT BEND
 AW5459  USGS QUAD   -  ALMEDA (1995)
 AW5459
 AW5459                         *CURRENT SURVEY CONTROL
 AW5459  ___________________________________________________________________
 AW5459* NAD 83(1986)-  29 30 28.     (N)    095 28 03.     (W)     SCALED    
 AW5459* NAVD 88     -        19.642  (meters)      64.44   (feet)  ADJUSTED  
 AW5459  ___________________________________________________________________
 AW5459  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW5459  DYNAMIC HT  -          19.615 (meters)      64.35  (feet)  COMP
 AW5459  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 AW5459
 AW5459  VERT ORDER  -  FIRST     CLASS II
 AW5459
 AW5459.The horizontal coordinates were scaled from a topographic map and have
 AW5459.an estimated accuracy of +/- 6 seconds.
 AW5459
 AW5459.The orthometric height was determined by differential leveling
 AW5459.and adjusted by the National Geodetic Survey in June 1991..
 AW5459
 AW5459.The geoid height was determined by GEOID03.
 AW5459
 AW5459.The dynamic height is computed by dividing the NAVD 88
 AW5459.geopotential number by the normal gravity value computed on the
 AW5459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5459.degrees latitude (g = 980.6199 gals.).
 AW5459
 AW5459.The modeled gravity was interpolated from observed gravity values.
 AW5459
 AW5459;                    North         East    Units  Estimated Accuracy
 AW5459;SPC TXSC     - 4,190,740.      942,410.      MT  (+/- 180 meters Scaled)
 AW5459
 AW5459                          SUPERSEDED SURVEY CONTROL
 AW5459
 AW5459  NGVD 29 (12/23/87)   19.638  (m)           64.43   (f) ADJUSTED    1 2
 AW5459
 AW5459.Superseded values are not recommended for survey control.
 AW5459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5459.See file dsdata.txt to determine how the superseded data were derived.
 AW5459
 AW5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN608667(NAD 83)
 AW5459_MARKER: DS = TRIANGULATION STATION DISK
 AW5459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5459_SP_SET: CONCRETE POST
 AW5459_STAMPING: ARCOLA 1952 1968
 AW5459_MARK LOGO: CGS   
 AW5459_PROJECTION: FLUSH
 AW5459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5459+STABILITY: SURFACE MOTION
 AW5459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5459+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AW5459
 AW5459  HISTORY     - Date     Condition        Report By
 AW5459  HISTORY     - 1968     MONUMENTED       CGS
 AW5459  HISTORY     - 1986     GOOD             NGS
 AW5459  HISTORY     - 19941022 GOOD             USPSQD
 AW5459  HISTORY     - 19991120 GOOD             USPSQD
 AW5459  HISTORY     - 20040626 GOOD             USPSQD
 AW5459  HISTORY     - 20050707 GOOD             USPSQD
 AW5459
 AW5459                          STATION DESCRIPTION
 AW5459
 AW5459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5459'0.6 KM (0.4 MI) WEST FROM ARCOLA.
 AW5459'0.6 KM (0.4 MI) WEST ALONG MCKEEVER ROAD FROM THE JUNCTION OF FM ROAD
 AW5459'521 AND STATE HIGHWAY 6 IN ARCOLA, 13.0 METERS (42.5 FT) SOUTH OF THE
 AW5459'CENTERLINE OF THE ROAD, 13.7 METERS (45.0 FT) WEST OF THE CENTER OF A
 AW5459'PRIVATE DRIVE SOUTH, 10.7 METERS (35.0 FT) EAST OF A POWER POLE,
 AW5459'29.0 METERS (95.0 FT) EAST-SOUTHEAST OF THE CENTER OF THE EASTMOST ONE
 AW5459'OF THREE 10-FT METAL PIPE CULVERTS.
 AW5459'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 AW5459'THE MARK IS 0.15 M BELOW THE ROAD.
 AW5459
 AW5459                          STATION RECOVERY (1994)
 AW5459
 AW5459'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5459'RECOVERED IN GOOD CONDITION.
 AW5459
 AW5459                          STATION RECOVERY (1999)
 AW5459
 AW5459'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5459'RECOVERED IN GOOD CONDITION.
 AW5459
 AW5459                          STATION RECOVERY (2004)
 AW5459
 AW5459'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5459'RECOVERED IN GOOD CONDITION.
 AW5459
 AW5459                          STATION RECOVERY (2005)
 AW5459
 AW5459'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1326 ***********************************************************************
 DN1326  DESIGNATION -  ARGYLE
 DN1326  PID         -  DN1326
 DN1326  STATE/COUNTY-  TX/DENTON
 DN1326  USGS QUAD   -  ARGYLE (1973)
 DN1326
 DN1326                         *CURRENT SURVEY CONTROL
 DN1326  ___________________________________________________________________
 DN1326* NAD 83(1993)-  33 06 04.95348(N)    097 11 23.93268(W)     ADJUSTED  
 DN1326* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 DN1326  ___________________________________________________________________
 DN1326  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 DN1326  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DN1326
 DN1326  HORZ ORDER  -  SECOND
 DN1326
 DN1326.The horizontal coordinates were established by classical geodetic methods
 DN1326.and adjusted by the National Geodetic Survey in February 1996..
 DN1326
 DN1326.The orthometric height was scaled from a topographic map.
 DN1326
 DN1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1326
 DN1326.The geoid height was determined by GEOID03.
 DN1326
 DN1326;                    North         East     Units Scale Factor Converg.
 DN1326;SPC TXNC     - 2,159,856.947   722,266.561   MT  0.99987300   +0 42 52.1
 DN1326;SPC TXNC     - 7,086,130.67  2,369,636.21   sFT  0.99987300   +0 42 52.1
 DN1326;UTM  14      - 3,663,982.865   668,902.201   MT  0.99995175   +0 59 19.4
 DN1326
 DN1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1326!SPC TXNC     -   0.99997051  x   0.99987300  =   0.99984351
 DN1326!UTM  14      -   0.99997051  x   0.99995175  =   0.99992226
 DN1326
 DN1326|---------------------------------------------------------------------|
 DN1326| PID    Reference Object                     Distance      Geod. Az  |
 DN1326|                                                           dddmmss.s |
 DN1326| CX9592 ARGYLE RM 3                          22.112 METERS 09458     |
 DN1326| CX9590 ARGYLE RM 1                          46.872 METERS 11952     |
 DN1326| CX9591 ARGYLE RM 2                          48.338 METERS 21024     |
 DN1326| CX9589 ARGYLE AZ MK                                       3554705.7 |
 DN1326|---------------------------------------------------------------------|
 DN1326
 DN1326                          SUPERSEDED SURVEY CONTROL
 DN1326
 DN1326  NAD 83(1993)-  33 06 04.95531(N)    097 11 23.92192(W) AD(       ) 2
 DN1326  NAD 83(1986)-  33 06 04.95816(N)    097 11 23.91817(W) AD(       ) 2
 DN1326  NAD 27      -  33 06 04.52000(N)    097 11 22.86200(W) AD(       ) 2
 DN1326
 DN1326.Superseded values are not recommended for survey control.
 DN1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1326.See file dsdata.txt to determine how the superseded data were derived.
 DN1326
 DN1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6890263983(NAD 83)
 DN1326_MARKER: DS = TRIANGULATION STATION DISK
 DN1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1326+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 DN1326
 DN1326  HISTORY     - Date     Condition        Report By
 DN1326  HISTORY     - 1947     MONUMENTED       CGS
 DN1326  HISTORY     - 1955     GOOD             TXHD
 DN1326  HISTORY     - 1960     GOOD             CGS
 DN1326  HISTORY     - 1962     GOOD             CGS
 DN1326  HISTORY     - 1968     GOOD             CGS
 DN1326  HISTORY     - 19950630 GOOD             USPSQD
 DN1326  HISTORY     - 19980214 GOOD             USPSQD
 DN1326  HISTORY     - 20020503 GOOD             INDIV
 DN1326
 DN1326                          STATION DESCRIPTION
 DN1326
 DN1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1326'THE STATION IS LOCATED 1-1/2 MILES SOUTH OF ARGYLE, 7-1/2
 DN1326'MILES NORTHEAST OF ROANOKE AND 8 MILES WEST-SOUTHWEST OF
 DN1326'LAKE DALLAS IN A ROAD-SIDE PARK ALONG U.S. HIGHWAY 377.  IT IS
 DN1326'17.3 FEET NORTH OF A WITNESS POST, SET IN THE SOUTHERN BOUNDARY
 DN1326'FENCE OF THE PARK, 56 FEET NORTHWEST OF THE SOUTHEAST CORNER
 DN1326'OF PARK AND 57 FEET EAST OF A LARGE OAK TREE NEAR ENTRANCE
 DN1326'TO PARK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DN1326'ARGYLE 1947.
 DN1326'
 DN1326'REFERENCE MARK NO. 1 IS 153.78 FEET SOUTHEAST OF STATION,
 DN1326'1 FOOT SOUTH OF FENCELINE AND 28 FEET SOUTH OF THE CENTERLINE
 DN1326'OF GRAVEL ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK
 DN1326'IS STAMPED ARGYLE NO 1 1947.
 DN1326'
 DN1326'REFERENCE MARK NO. 2 IS 158.59 FEET SOUTH OF STATION, 57 FEET
 DN1326'EAST OF CENTERLINE OF U.S. HIGHWAY 377 AND 87 FEET NORTH OF
 DN1326'GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DN1326'ARGYLE NO 2 1947.
 DN1326'
 DN1326'AZIMUTH MARK IS APPROX. 0.2 MILE NORTH OF STATION, 3 FEET SOUTH
 DN1326'OF TELEPHONE POLE, 3.1 FEET EAST OF A WITNESS POST, 50.2 FEET
 DN1326'EAST OF THE EAST RAIL OF THE M.K.T. RAILROAD AND 57 FEET WEST
 DN1326'OF THE CENTERLINE OF U.S. HIGHWAY 377.  THE MARK PROJECTS 3
 DN1326'INCHES AND THE DISK IS STAMPED ARGYLE 1947.
 DN1326'
 DN1326'TO REACH FROM ROANOKE, AT THE OVERPASS ON ROUTE 377 WHERE IT
 DN1326'PASSES OVER STATE ROUTE 114 GO NORTHEAST ON U.S. ROUTE 377 FOR
 DN1326'6.95 MILES TO SIDE-ROAD RIGHT AND ROAD SIDE PARK, STATION
 DN1326'SITE IN PARK.
 DN1326'
 DN1326'TO REACH AZIMUTH MARK CONTINUE ON U.S. HIGHWAY 377 FOR APPROX.
 DN1326'0.2 MILE TO MARK ON LEFT SIDE OF HIGHWAY.
 DN1326'
 DN1326'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DN1326
 DN1326                          STATION RECOVERY (1955)
 DN1326
 DN1326'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (HWH)
 DN1326'STATION RECOVERED AND IN GOOD CONDITION.
 DN1326
 DN1326                          STATION RECOVERY (1960)
 DN1326
 DN1326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1326'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1326'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1326
 DN1326                          STATION RECOVERY (1962)
 DN1326
 DN1326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPM)
 DN1326'TRIANGULATION AND AZIMUTH RECOVERED IN GOOD CONDITION.  ORIGINAL
 DN1326'DESCRIPTION ADEQUATE.  NO SEARCH WAS MADE TO RECOVER REFERENCE
 DN1326'MARKER.
 DN1326
 DN1326                          STATION RECOVERY (1968)
 DN1326
 DN1326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DN1326'THE STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 DN1326'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 DN1326'SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THE MARK WAS
 DN1326'DESTROYED WHEN ROAD IMPROVEMENTS WERE MADE.  A NEW REFERENCE
 DN1326'MARK WAS SET.
 DN1326'
 DN1326'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 7 MILES
 DN1326'NORTHEAST OF ROANOKE, 1-1/2 MILES SOUTH OF ARGYLE IN A ROAD
 DN1326'SIDE PARK AT THE JUNCTION OF FM HIGHWAY 407 AND U.S. HIGHWAY
 DN1326'377.
 DN1326'
 DN1326'TO REACH THE STATION FROM THE POST OFFICE IN ROANOKE, GO
 DN1326'NORTHEAST ALONG U.S. HIGHWAY 377 FOR 7.7 MILES TO STATION
 DN1326'ON THE RIGHT.  CONTINUE ON THE HIGHWAY 0.3 MILE TO AZIMUTH
 DN1326'MARK ON THE LEFT.
 DN1326'
 DN1326'STATION MARK, A STANDARD DISK, STAMPED ARGYLE 1947 IS SET
 DN1326'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES
 DN1326'ABOVE THE SURFACE OF GROUND.  IT IS 114 FEET EAST OF THE
 DN1326'CENTER LINE OF U.S. HIGHWAY 377, 47 FEET NORTH OF THE CENTER
 DN1326'LINE OF FM HIGHWAY 407 AND 56 FEET WEST OF SOUTHWEST CORNER
 DN1326'OF A YARD FENCE.
 DN1326'
 DN1326'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED ARGYLE NO
 DN1326'2 1947, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 DN1326'2 INCHES ABOVE THE SURFACE OF GROUND.  IT IS 92 FEET SOUTH
 DN1326'OF THE CENTER LINE OF FM HIGHWAY 407 AND 58 FEET EAST OF THE
 DN1326'CENTER LINE OF U.S. HIGHWAY 377.
 DN1326'
 DN1326'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED ARGYLE 1947
 DN1326'NO 3 1968, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 DN1326'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF GROUND.  IT IS
 DN1326'186 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 377, 41
 DN1326'FEET NORTH OF THE CENTER LINE OF FM HIGHWAY 407 AND 3 FEET
 DN1326'SOUTH OF A YARD FENCE.
 DN1326'
 DN1326'AZIMUTH MARK, A STANDARD DISK, STAMPED ARGYLE 1947 IS SET
 DN1326'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 DN1326'IS 57 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 377, 50
 DN1326'FEET EAST OF THE TEXAS AND PACIFIC RAILROAD TRACKS AND 6
 DN1326'INCHES WEST OF A METAL WITNESS POST.
 DN1326'
 DN1326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2
 DN1326'MILES SOUTH OF ARGYLE.
 DN1326
 DN1326                          STATION RECOVERY (1995)
 DN1326
 DN1326'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1326'RECOVERED IN GOOD CONDITION.
 DN1326
 DN1326                          STATION RECOVERY (1998)
 DN1326
 DN1326'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1326'RECOVERED IN GOOD CONDITION.
 DN1326
 DN1326                          STATION RECOVERY (2002)
 DN1326
 DN1326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LFH)
 DN1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2089 ***********************************************************************
 BL2089  DESIGNATION -  ARIOLA
 BL2089  PID         -  BL2089
 BL2089  STATE/COUNTY-  TX/HARDIN
 BL2089  USGS QUAD   -  VOTH (1993)
 BL2089
 BL2089                         *CURRENT SURVEY CONTROL
 BL2089  ___________________________________________________________________
 BL2089* NAD 83(1993)-  30 14 24.54420(N)    094 12 46.43881(W)     ADJUSTED  
 BL2089* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 BL2089  ___________________________________________________________________
 BL2089  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BL2089  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL2089
 BL2089  HORZ ORDER  -  FIRST
 BL2089
 BL2089.The horizontal coordinates were established by classical geodetic methods
 BL2089.and adjusted by the National Geodetic Survey in February 1996..
 BL2089
 BL2089.The orthometric height was scaled from a topographic map.
 BL2089
 BL2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2089
 BL2089.The geoid height was determined by GEOID03.
 BL2089
 BL2089;                    North         East     Units Scale Factor Converg.
 BL2089;SPC TX C     - 3,079,776.696 1,288,795.591   MT  0.99996933   +3 09 08.6
 BL2089;SPC TX C     -10,104,234.04  4,228,323.53   sFT  0.99996933   +3 09 08.6
 BL2089;SPC TXSC     - 4,276,178.603 1,060,639.062   MT  0.99998781   +2 20 42.9
 BL2089;SPC TXSC     -14,029,429.30  3,479,779.99   sFT  0.99998781   +2 20 42.9
 BL2089;UTM  15      - 3,346,018.695   383,296.996   MT  0.99976802   -0 36 39.3
 BL2089
 BL2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2089!SPC TX C     -   1.00000244  x   0.99996933  =   0.99997177
 BL2089!SPC TXSC     -   1.00000244  x   0.99998781  =   0.99999025
 BL2089!UTM  15      -   1.00000244  x   0.99976802  =   0.99977046
 BL2089
 BL2089|---------------------------------------------------------------------|
 BL2089| PID    Reference Object                     Distance      Geod. Az  |
 BL2089|                                                           dddmmss.s |
 BL2089| CV8024 ARIOLA RM 1                                        02917     |
 BL2089| CV8025 ARIOLA RM 2                          36.940 METERS 11906     |
 BL2089| BL2090 ARIOLA 2                              7.333 METERS 14856     |
 BL2089| BL2056 ELLIS                               APPROX. 9.7 KM 3425450.7 |
 BL2089|---------------------------------------------------------------------|
 BL2089
 BL2089                          SUPERSEDED SURVEY CONTROL
 BL2089
 BL2089  NAD 83(1993)-  30 14 24.54361(N)    094 12 46.43895(W) AD(       ) 1
 BL2089  NAD 83(1986)-  30 14 24.56346(N)    094 12 46.42184(W) AD(       ) 1
 BL2089  NAD 27      -  30 14 23.80500(N)    094 12 45.75800(W) AD(       ) 1
 BL2089
 BL2089.Superseded values are not recommended for survey control.
 BL2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2089.See file dsdata.txt to determine how the superseded data were derived.
 BL2089
 BL2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8329746019(NAD 83)
 BL2089_MARKER: DS = TRIANGULATION STATION DISK
 BL2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2089
 BL2089  HISTORY     - Date     Condition        Report By
 BL2089  HISTORY     - 1931     MONUMENTED       CGS
 BL2089  HISTORY     - 20050127 MARK NOT FOUND   USPSQD
 BL2089
 BL2089                          STATION DESCRIPTION
 BL2089
 BL2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2089'ABOUT 10-1/2 MILES, AIR LINE, SE OF KOUNTZE, ABOUT 4-1/2
 BL2089'MILES, AIR LINE, NNW OF VOTH, ABOUT 125 METERS (410 FEET)
 BL2089'SW OF ARIOLA, A SIDING ON THE TEXAS AND NEW ORLEANS RAILROAD,
 BL2089'ABOUT 75 METERS (246 FEET) S OF MR. WHITTINGTONS HOUSE,
 BL2089'ON LAND BELONGING TO HIM, ABOUT 300 METERS (984 FEET) W
 BL2089'OF HIGHWAY 40, 11.2 METERS (37 FEET) S OF ROAD, AND ABOUT
 BL2089'12 METERS (39 FEET) W OF A 24-INCH GNARLY TREE (NOT PINE).
 BL2089'
 BL2089'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2089'DISKS SET IN CONCRETE.
 BL2089'
 BL2089'REFERENCE MARK NO. 1 IS 1 FOOT E OF WIRE FENCE, 15 METERS
 BL2089'(49 FEET) W OF CENTER LINE OF RAILROAD, AND ABOUT 75 METERS
 BL2089'(246 FEET) N OF ROAD LEADING TO STATION, AND 150 METERS
 BL2089'(492 FEET) FROM STATION N 29 DEG 17 MIN E.
 BL2089'
 BL2089'REFERENCE MARK NO. 2 IS 2 FEET S OF WIRE-FENCE LINE AND
 BL2089'36.94 METERS (121.2 FEET) FROM STATION S 60 DEG 54 MIN E.
 BL2089
 BL2089                          STATION RECOVERY (2005)
 BL2089
 BL2089'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2090 ***********************************************************************
 BL2090  DESIGNATION -  ARIOLA 2
 BL2090  PID         -  BL2090
 BL2090  STATE/COUNTY-  TX/HARDIN
 BL2090  USGS QUAD   -  VOTH (1993)
 BL2090
 BL2090                         *CURRENT SURVEY CONTROL
 BL2090  ___________________________________________________________________
 BL2090* NAD 83(1993)-  30 14 24.34020(N)    094 12 46.29730(W)     ADJUSTED  
 BL2090* NAVD 88     -        11.8    (meters)      39.     (feet)  VERTCON   
 BL2090  ___________________________________________________________________
 BL2090  X           -    -405,134.884 (meters)                     COMP
 BL2090  Y           -  -5,499,985.714 (meters)                     COMP
 BL2090  Z           -   3,193,387.513 (meters)                     COMP
 BL2090  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BL2090  ELLIP HEIGHT-         -15.91  (meters)          (06/17/02) GPS OBS
 BL2090  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL2090
 BL2090  HORZ ORDER  -  SECOND
 BL2090  ELLP ORDER  -  FIFTH     CLASS I
 BL2090
 BL2090.The horizontal coordinates were established by classical geodetic methods
 BL2090.and adjusted by the National Geodetic Survey in February 1996..
 BL2090.No horizontal observational check was made to the station.
 BL2090
 BL2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2090
 BL2090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2090
 BL2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2090
 BL2090.The ellipsoidal height was determined by GPS observations
 BL2090.and is referenced to NAD 83.
 BL2090
 BL2090.The geoid height was determined by GEOID03.
 BL2090
 BL2090;                    North         East     Units Scale Factor Converg.
 BL2090;SPC TX C     - 3,079,770.632 1,288,799.714   MT  0.99996934   +3 09 08.7
 BL2090;SPC TX C     -10,104,214.15  4,228,337.06   sFT  0.99996934   +3 09 08.7
 BL2090;SPC TXSC     - 4,276,172.482 1,060,643.100   MT  0.99998780   +2 20 43.0
 BL2090;SPC TXSC     -14,029,409.22  3,479,793.24   sFT  0.99998780   +2 20 43.0
 BL2090;UTM  15      - 3,346,012.375   383,300.711   MT  0.99976801   -0 36 39.2
 BL2090
 BL2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2090!SPC TX C     -   1.00000250  x   0.99996934  =   0.99997184
 BL2090!SPC TXSC     -   1.00000250  x   0.99998780  =   0.99999030
 BL2090!UTM  15      -   1.00000250  x   0.99976801  =   0.99977051
 BL2090
 BL2090|---------------------------------------------------------------------|
 BL2090| PID    Reference Object                     Distance      Geod. Az  |
 BL2090|                                                           dddmmss.s |
 BL2090| CV8026 ARIOLA 2 RM 1                        11.043 METERS 23853     |
 BL2090| BL2089 ARIOLA                                7.333 METERS 32856     |
 BL2090|---------------------------------------------------------------------|
 BL2090
 BL2090                          SUPERSEDED SURVEY CONTROL
 BL2090
 BL2090  ELLIP H (02/16/96)  -15.82   (m)                       GP(       ) 5 1
 BL2090  NAD 83(1993)-  30 14 24.33971(N)    094 12 46.29754(W) AD(       ) 2
 BL2090  ELLIP H (01/21/93)  -15.81   (m)                       GP(       ) 4 2
 BL2090  NAD 83(1986)-  30 14 24.35935(N)    094 12 46.28026(W) AD(       ) 2
 BL2090  NAD 27      -  30 14 23.60090(N)    094 12 45.61650(W) AD(       ) 2
 BL2090  NGVD 29 (12/24/91)   11.8    (m)           39.     (f) GPS OBS        
 BL2090
 BL2090.Superseded values are not recommended for survey control.
 BL2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2090.See file dsdata.txt to determine how the superseded data were derived.
 BL2090
 BL2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8330146012(NAD 83)
 BL2090_MARKER: DS = TRIANGULATION STATION DISK
 BL2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL2090_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BL2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2090+STABILITY: SURFACE MOTION
 BL2090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2090+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1990
 BL2090
 BL2090  HISTORY     - Date     Condition        Report By
 BL2090  HISTORY     - 1960     MONUMENTED       CGS
 BL2090  HISTORY     - 19860907 GOOD             USPSQD
 BL2090  HISTORY     - 19900212 GOOD
 BL2090  HISTORY     - 19950904 GOOD             USPSQD
 BL2090  HISTORY     - 20050127 MARK NOT FOUND   USPSQD
 BL2090
 BL2090                          STATION DESCRIPTION
 BL2090
 BL2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WCR)
 BL2090'THIS STATION IS ABOUT 11.0 MILES AIRLINE SOUTHEAST OF KOUNTZE
 BL2090'AND 7.5 MILES SOUTH, SOUTHWEST OF SILSBEE, 0.3 MILE WEST
 BL2090'OF U.S. HIGHWAY NOS. 287 AND 69 ALONG THE SOUTH SIDE OF
 BL2090'F.M. HIGHWAY NO. 421, 0.1 MILE WEST OF THE RAILROAD CROSSING
 BL2090'AND IN THE SOUTH RIGHT-OF-WAY LINE OF THE HIGHWAY.  IT IS
 BL2090'ABOUT 30 FEET NORTH OF A PROPERTY LINE FENCE WHICH IS ALONG
 BL2090'THE EDGE OF THE TALL TIMBER, AND ABOUT 75 YARDS WEST OF
 BL2090'A SMALL BROWN RESIDENCE.  A STANDARD DISK STAMPED ARIOLA
 BL2090'2 1960 IN A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 BL2090'
 BL2090'REFERENCE MARK ARIOLA 1931 NO. 1 IS A STANDARD DISK IN A
 BL2090'CONCRETE POST, ABOUT 70 YARDS NORTH OF THE CENTERLINE OF
 BL2090'THE HIGHWAY, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE
 BL2090'LINE OF THE RAILROAD AND IS IN A DENSE BRUSH ROW.  IT IS
 BL2090'A FLUSH MARK.
 BL2090'
 BL2090'REFERENCE MARK ARIOLA 1931 NO. 2 IS A STANDARD DISK IN A
 BL2090'CONCRETE POST PROJECTING ABOUT 1 INCH, 5 FEET SOUTH OF THE
 BL2090'PROPERTY LINE FENCE, IN THE DENSE BRUSH AREA AT THE EDGE
 BL2090'OF THE TALL TIMBER.  IT IS ABOUT 15 YARDS SOUTH OF A LONE
 BL2090'OAK TREE IN THE OPEN YARD AND ABOUT 30 YARDS SOUTH WEST
 BL2090'OF THE BROWN RESIDENCE.
 BL2090'
 BL2090'REFERENCE MARK ARIOLA 2 1960 NO. 1 IS A STANDARD DISK IN
 BL2090'A CONCRETE POST PROJECTING ABOUT 3 INCHES, IN THE SOUTH
 BL2090'RIGHT-OF-WAY LINE OF THE HIGHWAY AND ABOUT 12 FEET NORTH
 BL2090'OF THE PROPERTY LINE FENCE AT THE EDGE OF THE TIMBER.
 BL2090'
 BL2090'TO REACH FROM KOUNTZE--GO SOUTH ON THE HIGHWAY, NO. 287
 BL2090'AND 69, 11.0 MILES TO THE JUNCTION WITH FM. 421 TO THE RIGHT.
 BL2090'(THIS IS 2.0 MILES NORTH OF THE JUNCTION OF NO. 287 AND
 BL2090'HIGHWAY 96 LEADING NORTH TO SILSBEE.) TURN RIGHT HERE AND
 BL2090'GO WEST ON NO. 421, 0.2 MILE TO THE TRACKS.  THEN CONTINUE
 BL2090'WEST 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BL2090
 BL2090                          STATION RECOVERY (1986)
 BL2090
 BL2090'RECOVERY NOTE BY US POWER SQUADRON 1986 (EJS)
 BL2090'RECOVERED IN GOOD CONDITION.
 BL2090
 BL2090                          STATION RECOVERY (1990)
 BL2090
 BL2090'RECOVERED 1990
 BL2090'RECOVERED IN GOOD CONDITION.
 BL2090
 BL2090                          STATION RECOVERY (1995)
 BL2090
 BL2090'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2090'RECOVERED IN GOOD CONDITION.
 BL2090
 BL2090                          STATION RECOVERY (2005)
 BL2090
 BL2090'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1534 ***********************************************************************
 AB1534  DESIGNATION -  ARISTA
 AB1534  PID         -  AB1534
 AB1534  STATE/COUNTY-  TX/CAMERON
 AB1534  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1534
 AB1534                         *CURRENT SURVEY CONTROL
 AB1534  ___________________________________________________________________
 AB1534* NAD 83(1993)-  26 00 14.70623(N)    097 21 29.47727(W)     ADJUSTED  
 AB1534* NAVD 88     -        10.2    (meters)      33.     (feet)  VERTCON   
 AB1534  ___________________________________________________________________
 AB1534  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 AB1534  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 AB1534
 AB1534  HORZ ORDER  -  FIRST
 AB1534
 AB1534.The horizontal coordinates were established by classical geodetic methods
 AB1534.and adjusted by the National Geodetic Survey in February 1996..
 AB1534
 AB1534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1534
 AB1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1534
 AB1534.The geoid height was determined by GEOID03.
 AB1534
 AB1534;                    North         East     Units Scale Factor Converg.
 AB1534;SPC TX S     - 5,037,901.991   414,315.217   MT  1.00004493   +0 31 06.2
 AB1534;SPC TX S     -16,528,516.78  1,359,299.17   sFT  1.00004493   +0 31 06.2
 AB1534;UTM  14      - 2,877,168.608   664,316.959   MT  0.99993338   +0 43 12.0
 AB1534
 AB1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1534!SPC TX S     -   1.00000179  x   1.00004493  =   1.00004672
 AB1534!UTM  14      -   1.00000179  x   0.99993338  =   0.99993517
 AB1534
 AB1534|---------------------------------------------------------------------|
 AB1534| PID    Reference Object                     Distance      Geod. Az  |
 AB1534|                                                           dddmmss.s |
 AB1534| CV2463 ARISTA RM 1                          19.607 METERS 17231     |
 AB1534| AB1370 PORT BROWNSVILLE MUNICIPAL TK       APPROX. 7.3 KM 2182935.5 |
 AB1534| CV2464 ARISTA RM 2                          41.108 METERS 26710     |
 AB1534| CV2462 ARISTA AZ MK                                       3384435.8 |
 AB1534| AB1541 BAYVIEW MUNICIPAL TANK              APPROX.14.0 KM 3423813.9 |
 AB1534|---------------------------------------------------------------------|
 AB1534
 AB1534                          SUPERSEDED SURVEY CONTROL
 AB1534
 AB1534  NAD 83(1986)-  26 00 14.71829(N)    097 21 29.42987(W) AD(       ) 1
 AB1534  NAD 27      -  26 00 13.43100(N)    097 21 28.50600(W) AD(       ) 1
 AB1534  NGVD 29 (07/19/86)   10.3    (m)           34.     (f) VERT ANG       
 AB1534
 AB1534.Superseded values are not recommended for survey control.
 AB1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1534.See file dsdata.txt to determine how the superseded data were derived.
 AB1534
 AB1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6431777169(NAD 83)
 AB1534_MARKER: K = CLAY TILE PIPE
 AB1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1534
 AB1534  HISTORY     - Date     Condition        Report By
 AB1534  HISTORY     - 1885     MONUMENTED       CGS
 AB1534  HISTORY     - 1939     SEE DESCRIPTION  CGS
 AB1534  HISTORY     - 1947     GOOD             CGS
 AB1534  HISTORY     - 1950     GOOD             CGS
 AB1534
 AB1534                          STATION DESCRIPTION
 AB1534
 AB1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (REH)
 AB1534'ABOUT HALFWAY BETWEEN POINT ISABEL AND BROWNSVILLE, AND 650
 AB1534'METERS (2,133 FEET) FROM THE RAILWAY, ON THE HIGHEST PART OF
 AB1534'A HILL.  THE STATION IS MARKED AS FOLLOWS--THE SUB-SURFACE MARK
 AB1534'IS A BEER BOTTLE 8 INCHES LONG FILLED WITH CONCRETE AND INCASED
 AB1534'IN A CYLINDER OF CONCRETE.  THE BOTTLE IS 2-1/2 FEET BELOW THE
 AB1534'SURFACE OF THE GROUND.  OVER THE SUB-SURFACE MARK WAS PLACED A
 AB1534'LAYER OF SAND AND EARTH 6 INCHES THICK, AND UPON THIS WAS SET
 AB1534'THE SURFACE MARK, CONSISTING OF A PIECE OF TERRA-COTTA SEWER
 AB1534'PIPE 6 INCHES IN DIAMETER AND 26 INCHES LONG, FILLED WITH
 AB1534'CONCRETE AND INCASED IN A CYLINDER OF CONCRETE 18 INCHES IN
 AB1534'DIAMETER AND 26 INCHES LONG.  IN THE CENTER OF THE TOP OF THE
 AB1534'PIPE WAS EMBEDDED A BOTTLE.  A NAIL HAS ITS POINT PROJECTING 1/4
 AB1534'INCH ABOVE THE CONCRETE.  THE TOP OF THE CYLINDER OF
 AB1534'CONCRETE BEARS THE LETTERS U.S.C. AND G.S. 1905, AROUND THE
 AB1534'TOP.  THE REFERENCE MARK IS A PIECE OF SEWER PIPE 6 INCHES
 AB1534'IN DIAMETER AND 26 INCHES LONG.  THE PIPE IS SET IN CONCRETE
 AB1534'AND THEN FILLED WITH CONCRETE, WITH A TWELVE-PENNY NAIL SET
 AB1534'HEAD DOWN IN THE CENTER OF THE TOP OF THE PIPE, ITS POINT
 AB1534'PROJECTING 1/4 INCH ABOVE THE CONCRETE.  THE REFERENCE MARK
 AB1534'IS 11.330 METERS (37.17 FEET) S 63 DEG 30 MIN E FROM THE
 AB1534'STATION.  IN 1913 THE TOP OF THE REFERENCE MARK HAD BEEN
 AB1534'SHATTERED AND BROKEN OFF.  ELEVATION OF STATION, 10.27
 AB1534'METERS (33.7 FEET).
 AB1534
 AB1534                          STATION RECOVERY (1939)
 AB1534
 AB1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1534'STATION IS LOCATED ABOUT 10-3/4 MILES NE OF BROWNSVILLE, 10-3/4
 AB1534'MILES SW OF PORT ISABEL, ABOUT 8-3/4 MILES SE OF LOS FRESNOS
 AB1534'AND ABOUT 4-1/2 MILES NE OF PORT BROWNSVILLE, ON A RIDGE
 AB1534'OVERLOOKING MARSHLAND TO S.  STATION IS ON THE TOP OF AN L-SHAPED
 AB1534'RIDGE, ABOUT 100 YARDS W OF E EDGE OF THE ONLY THICK BRUSH ON THE
 AB1534'TOP OF THE RIDGE.  THE N AND W SIDES OF RIDGE ARE COVERED WITH
 AB1534'BRUSH.  TOP AND E SIDES ARE NEARLY CLEAR.  THE RIDGE IS BADLY
 AB1534'ERODED ON EACH SIDE OF THE STATION.  THE RAILROAD STATION
 AB1534'MENTIONED IN OLD DESCRIPTION, 650 METERS FROM STATION, IS NO
 AB1534'LONGER THERE.
 AB1534'
 AB1534'STATION MARK WAS FOUND WITH TOP BROKEN OFF BUT SUB-SURFACE
 AB1534'MARK WAS RECOVERED IN APPARENT GOOD CONDITION ABOUT 1.7 FEET BELOW
 AB1534'SURFACE OF GROUND.  IT IS A BOTTLE FILLED WITH CONCRETE INCASED
 AB1534'IN A MASS OF CONCRETE WITH A NAIL IN THE CENTER OF THE MOUTH OF
 AB1534'BOTTLE.  SURFACE MARK WAS RE-SET, A STANDARD BRONZE DISK SET IN
 AB1534'CONCRETE, AND STAMPED ARISTA 1885-1939.
 AB1534'
 AB1534'AN OLD REFERENCE MARK WAS FOUND WITH ITS TOP BROKEN OFF 37.2
 AB1534'FEET FROM THE STATION BUT IT SHOULD BE CONSIDERED AS DESTROYED.
 AB1534'TWO NEW MARKS WERE ESTABLISHED, STANDARD BRONZE DISKS SET IN
 AB1534'CONCRETE, AND STAMPED ARISTA 1885-1939.
 AB1534'
 AB1534'AN AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE
 AB1534'WAS ESTABLISHED ABOUT 1.0 MILE NW OF
 AB1534'STATION IN A GRASSY FLAT, BETWEEN RIDGES TO THE NE AND SW, ABOUT
 AB1534'20 FEET LOWER THAN STATION AND 20 FEET S OF TRAIL ROAD.
 AB1534'
 AB1534'STATION IS REACHED FROM LOS FRESNOS BY GOING E ON STATE HIGHWAY
 AB1534'100, 6.9 MILES TO A GATE ON RIGHT SIDE OF ROAD.  THENCE SE THROUGH
 AB1534'GATE 0.2 MILE TO A RAILROAD CROSSING, CROSS RAILROAD TRACK AND
 AB1534'TURN RIGHT ON TRAIL ROAD FOLLOWING RAILROAD 0.9 MILE TO A
 AB1534'FORK.  TAKE LEFT FORK 1.4 MILES TO ANOTHER FORK, TAKE RIGHT FORK
 AB1534'(S) 1.5 MILES TO A FORK, TAKE RIGHT FORK 1.4 MILES TO A FORK,
 AB1534'TURN LEFT AND GO 0.3 MILE TO THE TOP OF THE RIDGE, TURN LEFT AND
 AB1534'GO E AND N ALONG THE TOP OF THE RIDGE 0.4 MILE TO THE HIGHEST
 AB1534'PART AND STATION.
 AB1534
 AB1534                          STATION RECOVERY (1947)
 AB1534
 AB1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1534'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 AB1534'GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 AB1534'
 AB1534'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF LOS FRESNOS AND
 AB1534'ABOUT 4-1/2 MILES NORTHEAST OF PORT BROWNSVILLE.  IT IS ON THE
 AB1534'HIGHEST POINT OF A RIDGE RUNNING EAST AND WEST.  THE MARK IS FLUSH
 AB1534'AND THE DISK IS STAMPED ARISTA 1885 1939.
 AB1534'
 AB1534'REFERENCE MARK NO. 1 IS 64.32 FEET SOUTH OF THE STATION.  THE
 AB1534'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ARISTA NO 1 1885
 AB1534'1939.
 AB1534'
 AB1534'REFERENCE MARK NO. 2 IS 134.87 FEET SOUTHWEST OF THE STATION.  THE
 AB1534'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ARISTA NO 2 1885
 AB1534'1939.
 AB1534'
 AB1534'AZIMUTH MARK IS 1.0 MILE NORTHWEST OF THE STATION.  IT IS 15
 AB1534'FEET EAST OF THE CENTER OF A TRACK ROAD.  THE MARK PROJECTS 4
 AB1534'INCHES AND THE DISK IS STAMPED ARISTA 1885 1939.
 AB1534'
 AB1534'TO REACH THE STATION FROM THE RAILROAD CROSSING IN LOS FRESNOS, GO
 AB1534'EAST ON STATE HIGHWAY 100 FOR 6.8 MILES TO A WOODEN GATE ON
 AB1534'THE RIGHT, TURN RIGHT THROUGH GATE AND GO SOUTH FOR 4.4 MILES
 AB1534'ON A TRACK ROAD TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR
 AB1534'0.9 MILE TO A FORK IN THE ROAD, TAKE LEFT FORK AND GO FOR 0.8
 AB1534'MILE TO THE TOP OF RIDGE AND THE STATION ON THE HIGHEST POINT
 AB1534'AS DESCRIBED.
 AB1534'
 AB1534'HEIGHT OF LIGHT ABOVE STATION--5 METERS
 AB1534
 AB1534                          STATION RECOVERY (1950)
 AB1534
 AB1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1534'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 AB1534'CONDITION.  DESCRIPTION BY H.C.B. 1939, ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1128 ***********************************************************************
 CR1128  DESIGNATION -  ARKANSAS FUEL OIL CO TALL STK
 CR1128  PID         -  CR1128
 CR1128  STATE/COUNTY-  TX/PANOLA
 CR1128  USGS QUAD   -  LAKE MURVAUL (1983)
 CR1128
 CR1128                         *CURRENT SURVEY CONTROL
 CR1128  ___________________________________________________________________
 CR1128* NAD 83(1993)-  32 05 11.86779(N)    094 23 00.04656(W)     ADJUSTED  
 CR1128* NAVD 88     -                                                        
 CR1128  ___________________________________________________________________
 CR1128  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 CR1128  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR1128
 CR1128  HORZ ORDER  -  THIRD
 CR1128
 CR1128.The horizontal coordinates were established by classical geodetic methods
 CR1128.and adjusted by the National Geodetic Survey in February 1996..
 CR1128
 CR1128
 CR1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1128
 CR1128.The geoid height was determined by GEOID03.
 CR1128
 CR1128;                    North         East     Units Scale Factor Converg.
 CR1128;SPC TXNC     - 2,054,184.923   988,535.055   MT  1.00001326   +2 14 42.7
 CR1128;SPC TXNC     - 6,739,438.37  3,243,218.76   sFT  1.00001326   +2 14 42.7
 CR1128;SPC TX C     - 3,283,303.149 1,261,470.125   MT  1.00006094   +3 03 52.5
 CR1128;SPC TX C     -10,771,970.41  4,138,673.24   sFT  1.00006094   +3 03 52.5
 CR1128;UTM  15      - 3,550,875.286   369,452.987   MT  0.99981017   -0 44 05.8
 CR1128
 CR1128                          SUPERSEDED SURVEY CONTROL
 CR1128
 CR1128  NAD 83(1986)-  32 05 11.87722(N)    094 23 00.03734(W) AD(       ) 4
 CR1128  NAD 27      -  32 05 11.28900(N)    094 22 59.31600(W) AD(       ) 3
 CR1128
 CR1128.Superseded values are not recommended for survey control.
 CR1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1128.See file dsdata.txt to determine how the superseded data were derived.
 CR1128
 CR1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR6945350875(NAD 83)
 CR1128_MARKER: 63 = STACK
 CR1128
 CR1128  HISTORY     - Date     Condition        Report By
 CR1128  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1128
 CR1128                          STATION DESCRIPTION
 CR1128
 CR1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1128'THE STATION IS LOCATED ABOUT 6 MILES, AIRLINE, SOUTHWEST OF
 CR1128'CARTHAGE AND 1 MILE WEST OF FARM ROAD 10 AND ABOUT 200 YARDS
 CR1128'SOUTHEAST OF THE OFFICE AND MAIN GATE OF THE PLANT.  IT IS
 CR1128'THE TALLEST AND MOST SOUTHERLY ONE OF SEVERAL STACKS.  THE
 CR1128'TANK IS A METAL STRUCTURE SITTING ON A CONCRETE BASE.  IT IS
 CR1128'10 FEET IN DIAMETER, THE OVERALL HEIGHT IS 148 FEET AND IS
 CR1128'SILVER IN COLOR.
 CR1128'
 CR1128'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND
 CR1128'FARM ROAD 10 ABOUT 2 BLOCKS WEST OF THE SQUARE IN CARTHAGE.
 CR1128'GO SOUTHERLY ON FARM ROAD 10 FOR 5.35 MILES TO A SIDE ROAD ON
 CR1128'THE RIGHT.  TURN RIGHT, WEST, AND GO 1.45 MILES ON THE BLACK
 CR1128'TOP ROAD TO A SIDE ROAD ON THE LEFT.  TURN LEFT, SOUTH, AND
 CR1128'GO 0.05 MILE TO THE OFFICE AND MAIN GATE TO THE PLANT AND THE
 CR1128'STATION AS DESCRIBED.
 CR1128'
 CR1128'THE POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1825 ***********************************************************************
 CS1825  DESIGNATION -  ARL
 CS1825  PID         -  CS1825
 CS1825  STATE/COUNTY-  TX/TARRANT
 CS1825  USGS QUAD   -  ARLINGTON (1981)
 CS1825
 CS1825                         *CURRENT SURVEY CONTROL
 CS1825  ___________________________________________________________________
 CS1825* NAD 83(1993)-  32 44 07.08439(N)    097 04 33.22484(W)     ADJUSTED  
 CS1825* NAVD 88     -       190.857  (meters)     626.17   (feet)  ADJUSTED  
 CS1825  ___________________________________________________________________
 CS1825  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 CS1825  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CS1825  DYNAMIC HT  -         190.635 (meters)     625.44  (feet)  COMP
 CS1825  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 CS1825
 CS1825  HORZ ORDER  -  FIRST
 CS1825  VERT ORDER  -  FIRST     CLASS II
 CS1825
 CS1825.The horizontal coordinates were established by classical geodetic methods
 CS1825.and adjusted by the National Geodetic Survey in February 1996..
 CS1825
 CS1825.The orthometric height was determined by differential leveling
 CS1825.and adjusted by the National Geodetic Survey in June 1991..
 CS1825
 CS1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1825
 CS1825.The geoid height was determined by GEOID03.
 CS1825
 CS1825.The dynamic height is computed by dividing the NAVD 88
 CS1825.geopotential number by the normal gravity value computed on the
 CS1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1825.degrees latitude (g = 980.6199 gals.).
 CS1825
 CS1825.The modeled gravity was interpolated from observed gravity values.
 CS1825
 CS1825;                    North         East     Units Scale Factor Converg.
 CS1825;SPC TXNC     - 2,119,405.440   733,464.026   MT  0.99988777   +0 46 36.1
 CS1825;SPC TXNC     - 6,953,416.01  2,406,373.23   sFT  0.99988777   +0 46 36.1
 CS1825;UTM  14      - 3,623,580.425   680,290.769   MT  1.00000082   +1 02 26.7
 CS1825
 CS1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1825!SPC TXNC     -   0.99997431  x   0.99988777  =   0.99986208
 CS1825!UTM  14      -   0.99997431  x   1.00000082  =   0.99997513
 CS1825
 CS1825:                Primary Azimuth Mark                     Grid Az
 CS1825:SPC TXNC     -  ARLINGTON DOWNS 3 D FARM E TK            047 24 51.3
 CS1825:UTM  14      -  ARLINGTON DOWNS 3 D FARM E TK            047 09 00.7
 CS1825
 CS1825|---------------------------------------------------------------------|
 CS1825| PID    Reference Object                     Distance      Geod. Az  |
 CS1825|                                                           dddmmss.s |
 CS1825| CS2896 ARLINGTON DOWNS 3 D FARM E TK       APPROX. 2.7 KM 0481127.4 |
 CS1825| CS1826 ARL RM 1                             56.205 METERS 07549     |
 CS1825| CS2916 GRAND PRAIRE W MUNICIPAL TANK       APPROX. 5.2 KM 0805445.5 |
 CS1825| CS1828 ARL AZ MK                                          0900846.4 |
 CS1825| CS2913 ARLINGTON MUNICIPAL TANK            APPROX. 3.8 KM 2730939.5 |
 CS1825| CS1829 ARL RM 3                             54.304 METERS 28617     |
 CS1825| CS1827 ARL RM 2                             43.675 METERS 28940     |
 CS1825| CS2917 ARLINGTON EASTERN STAR HOME TK      APPROX. 1.8 KM 2951210.7 |
 CS1825| CS2914 ARLINGTON DOWNS 3 D FARM W TK       APPROX. 1.5 KM 3352224.0 |
 CS1825|---------------------------------------------------------------------|
 CS1825
 CS1825                          SUPERSEDED SURVEY CONTROL
 CS1825
 CS1825  NAD 83(1986)-  32 44 07.08959(N)    097 04 33.20738(W) AD(       ) 1
 CS1825  NAD 27      -  32 44 06.61600(N)    097 04 32.17700(W) AD(       ) 1
 CS1825  NGVD 29 (??/??/92)  190.851  (m)          626.15   (f) ADJ UNCH    1 2
 CS1825
 CS1825.Superseded values are not recommended for survey control.
 CS1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1825.See file dsdata.txt to determine how the superseded data were derived.
 CS1825
 CS1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8029123580(NAD 83)
 CS1825_MARKER: DS = TRIANGULATION STATION DISK
 CS1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1825_STAMPING: ARL 1947
 CS1825_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CS1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1825+STABILITY: SURFACE MOTION
 CS1825
 CS1825  HISTORY     - Date     Condition        Report By
 CS1825  HISTORY     - 1947     MONUMENTED       CGS
 CS1825  HISTORY     - 1952     GOOD             CGS
 CS1825  HISTORY     - 1952     GOOD             NGS
 CS1825  HISTORY     - 1958     GOOD             CGS
 CS1825  HISTORY     - 1960     GOOD             CGS
 CS1825  HISTORY     - 1962     GOOD             CGS
 CS1825  HISTORY     - 1981     GOOD             NGS
 CS1825  HISTORY     - 1981     GOOD             NGS
 CS1825  HISTORY     - 1985     GOOD             USPSQD
 CS1825  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1825  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1825  HISTORY     - 19960921 GOOD             USPSQD
 CS1825
 CS1825                          STATION DESCRIPTION
 CS1825
 CS1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1825'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF ARLINGTON,
 CS1825'IN THE CENTER OF THE DIVIDED PAVEMENT, (OLD HIGHWAY NO.
 CS1825'80) 100 YARDS EAST-NORTHEAST OF THE GROVE COURTS AND 15
 CS1825'PACES EAST OF THE CROSSING BETWEEN PAVEMENT.  THE MARK IS
 CS1825'FLUSH WITH THE GROUND AND THE DISK IS STAMPED ARL 1947.
 CS1825'
 CS1825'REFERENCE MARK NO. 1 IS 184.40 FEET NORTHEAST OF THE STATION,
 CS1825'9 FEET NORTH OF THE NORTH EDGE OF PAVEMENT AND 2 FEET WEST
 CS1825'OF A POWER POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 CS1825'IS STAMPED ARL NO 1 1947.
 CS1825'
 CS1825'REFERENCE MARK NO. 2 IS 143.29 FEET NORTHWEST OF THE STATION,
 CS1825'10 FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT AND 2 FEET
 CS1825'EAST OF A POWER POLE.  THE MARK PROJECTS 4 INCHES AND THE
 CS1825'DISK IS STAMPED ARL NO 2 1947.
 CS1825'
 CS1825'AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, 7 FEET WEST
 CS1825'OF LONE TREE IN THE CENTER OF ROAD, 4 FEET WEST OF A WITNESS
 CS1825'POST AND 2 FEET SOUTH OF THE SOUTH EDGE OF NORTH PAVEMENT.
 CS1825'
 CS1825'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ARL 1947.
 CS1825'
 CS1825'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF CENTER
 CS1825'AND ABRAM STREETS IN ARLINGTON, GO EAST ON ABRAM STREET
 CS1825'FOR 1.9 MILES TO THE TOP OF GRADE AND STATION.  CONTINUE
 CS1825'EAST 0.4 MILE TO AZIMUTH IN CENTER OF ROAD.
 CS1825'
 CS1825'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 CS1825
 CS1825                          STATION RECOVERY (1952)
 CS1825
 CS1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CS1825'0.55 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE METHODIST CHURCH
 CS1825'AT ARLINGTON, THENCE 0.2 MILE SOUTH ALONG FARM ROAD 157,
 CS1825'THENCE 1.2 MILES EAST ALONG OLD U.S. HIGHWAY 80, 290 FEET
 CS1825'EAST OF THE CENTER OF THE ENTRANCE TO THE GROVE COURTS,
 CS1825'22.6 FEET NORTH OF THE CENTER LINE OF THE SOUTH TRAFFIC LANE
 CS1825'OF THE OLD HIGHWAY, 24.9 FEET SOUTH OF THE CENTER LINE OF
 CS1825'THE NORTH TRAFFIC LANE OF THE OLD HIGHWAY, 2 FEET EAST OF
 CS1825'A WITNESS POST, A TRIANGULATION STATION DISK SET IN THE TOP
 CS1825'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 CS1825'ARL 1947.
 CS1825'
 CS1825'ARL R.M. 1 IS 184.4 FEET NORTHEAST OF TRIANGULATION STATION
 CS1825'ARL 1947, 23 FEET NORTH OF THE CENTER LINE OF THE NORTH
 CS1825'TRAFFIC LANE OF THE OLD HIGHWAY, 2 FEET WEST OF POWER POLE
 CS1825'2019, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 CS1825'POST WHICH IS FLUSH WITH THE GROUND, STAMPED ARL NO 1 1947.
 CS1825'
 CS1825'ARL R.M. 2 IS 143.2 FEET NORTHWEST OF TRIANGULATION STATION
 CS1825'ARL 1947, 31 FEET WEST OF THE CENTER OF THE ENTRANCE TO AN
 CS1825'ORCHARD, 24.6 FEET NORTH OF THE CENTER LINE OF THE NORTH
 CS1825'TRAFFIC LANE OF THE OLD HIGHWAY, 2 FEET EAST OF POWER POLE
 CS1825'2011, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 CS1825'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, STAMPED ARL
 CS1825'NO 2 1947.
 CS1825'
 CS1825'ARL 1947 AZIMUTH IS 0.4 MILE EAST OF TRIANGULATION STATION
 CS1825'ARL 1947, 55 FEET SOUTHWEST OF A LONE 20 INCH HACKBERRY
 CS1825'TREE, 15 FEET SOUTH OF THE CENTER LINE OF THE NORTH TRAFFIC
 CS1825'LANE OF THE OLD HIGHWAY, AN AZIMUTH MARK DISK SET IN THE
 CS1825'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 CS1825'GROUND, STAMPED ARL 1947.
 CS1825
 CS1825                          STATION RECOVERY (1952)
 CS1825
 CS1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS1825'1.95 MI E FROM ARLINGTON.
 CS1825'0.55 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE METHODIST CHURCH AT
 CS1825'ARLINGTON, THENCE 0.2 MILE SOUTH ALONG FARM ROAD 157, THENCE 1.2 MILES
 CS1825'EAST ALONG OLD U.S. HIGHWAY 80, 290 FEET EAST OF THE CENTER OF THE
 CS1825'ENTRANCE TO THE GROVE COURTS, 22.6 FEET NORTH OF THE CENTER LINE OF
 CS1825'THE SOUTH TRAFFIC LANE OF THE OLD HIGHWAY, 24.9 FEET SOUTH OF THE
 CS1825'CENTER LINE OF THE NORTH TRAFFIC LANE OF THE OLD HIGHWAY, 2 FEET EAST
 CS1825'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 CS1825'WITH THE GROUND.
 CS1825
 CS1825                          STATION RECOVERY (1958)
 CS1825
 CS1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 CS1825'STATION AND R.M.S 1 AND 2 RECOVERED AS DESCRIBED IN GOOD
 CS1825'CONDITION.  AZIMUTH MARK NOT RECOVERED, BELIEVED DESTROYED
 CS1825'BY CONSTRUCTION OF A GAS LINE.
 CS1825
 CS1825                          STATION RECOVERY (1960)
 CS1825
 CS1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS1825'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS1825'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS1825'TO STATION SITE ARE CORRECT, BUT THE POWER LINE HAS BEEN
 CS1825'MOVED.
 CS1825
 CS1825                          STATION RECOVERY (1962)
 CS1825
 CS1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS1825'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 CS1825'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 CS1825'NOT RECOVERED.  A NEW REFERENCE MARK NO. 3 WAS SET.  REFERENCE
 CS1825'MARK NO. 2 WAS DESTROYED AT THE REQUEST OF LAND OWNER.
 CS1825'
 CS1825'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 2 MILES
 CS1825'EAST ALONG E. ABRAM STREET FROM THE BUSINESS DISTRICT OF
 CS1825'ARLINGTON, IN THE MEDIAN OF THE TRAFFIC LANES OF ABRAM STREET,
 CS1825'ABOUT 300 FEET NORTHEAST OF THE A.L. DAVIS FOOD STORE.
 CS1825'
 CS1825'TO REACH THE STATION FROM THE ARLINGTON STATE BANK IN ARLINGTON,
 CS1825'GO EAST ON ABRAM STREET 1.9 MILES TO STATION AS DESCRIBED.
 CS1825'THE AZIMUTH MARK IS 0.4 MILE EAST OF STATION (NOT RECOVERED)
 CS1825'IN THE MEDIAN OF ABRAM STREET.
 CS1825'
 CS1825'STATION MARK, A STANDARD DISK STAMPED ARL 1947, IS SET
 CS1825'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CS1825'GROUND.  IT IS 68 FEET EAST OF THE EAST CURB OF THE CROSSING
 CS1825'BETWEEN LANES, 12 FEET SOUTH OF THE SOUTH CURB OF THE WEST
 CS1825'BOUND TRAFFIC LANE, 11 FEET NORTH OF THE NORTH CURB OF THE
 CS1825'EAST BOUND TRAFFIC LANE, AND 13 FEET WEST OF A KEEP OFF
 CS1825'MEDIAN SIGN.
 CS1825'
 CS1825'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ARL NO 1 1947,
 CS1825'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 CS1825'THE GROUND.  IT IS 104 FEET EAST OF A POWER LINE POLE, AND
 CS1825'10 FEET NORTH OF THE NORTH CURB OF THE WEST BOUND TRAFFIC
 CS1825'LANE.
 CS1825'
 CS1825'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ARL NO 3 1947,
 CS1825'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 CS1825'GROUND.  IT IS 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CS1825'OF THE GULF SERVICE STATION, 13 FEET NORTH OF THE NORTH
 CS1825'CURB OF THE WEST BOUND TRAFFIC LANE, 4 FEET SOUTHEAST OF A
 CS1825'LIGHT POST OF THE GULF STATION, AND 1 FOOT EAST OF THE PROPERTY
 CS1825'LINE.
 CS1825'
 CS1825'DISTANCE BETWEEN R.M. 1 AND R.M. 3 349.9 FEET
 CS1825
 CS1825                          STATION RECOVERY (1981)
 CS1825
 CS1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CS1825'STATION AND REFERENCE MARKS 1 AND 3 WERE FOUND IN GOOD CONDITION.  THE
 CS1825'DISTANCES TO THE REFERENCE MARKS CHECKED.  THE DIRECTION BETWEEN MARKS
 CS1825'WAS TWO MINUTES AND FORTY ONE SECONDS LOWER THAN IN 1962.  THE OLD
 CS1825'AZIMUTH MARK HAS BEEN DESTROYED AND A NEW AZIMUTH MARK 2 WAS
 CS1825'ESTABLISHED AT THIS TIME.
 CS1825'
 CS1825'THE STATION IS LOCATED 2 MILES EAST OF ARLINGTON ALONG ABRAM STREET
 CS1825'IN THE MEDIAN ABOUT 0.6 MILE WEST OF THE ARLINGTON GENERAL MOTORS
 CS1825'PLANT.
 CS1825'
 CS1825'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND STATE
 CS1825'HIGHWAY 360 IN THE EAST EDGE OF ARLINGTON, GO SOUTH ON STATE HIGHWAY
 CS1825'360 FOR 2 MILES TO ABRAM STREET AT THE GENERAL MOTORS PLANT.  TURN
 CS1825'RIGHT AND GO EAST ON ABRAM STREET FOR 0.7 MILE TO THE STATION AS
 CS1825'DESCRIBED.
 CS1825'
 CS1825'STATION MARK IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE
 CS1825'CONCRETE MONUMENT FLUSH WITH THE GROUND---STAMPED ARL 1947---.  IT IS
 CS1825'68 FEET EAST OF THE EAST CURB OF A PULL THRU IN THE MEDIAN, 12 FEET
 CS1825'SOUTH OF THE SOUTH CURB OF THE WEST BOUND LANE AND 13 FEET NORTH OF
 CS1825'THE NORTH CURB OF THE EAST BOUND LANE.
 CS1825'
 CS1825'REFERENCE MARK 1 IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE
 CS1825'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED---ARL NO 1
 CS1825'1947---.  IT IS 104 FEET EAST OF A POWER POLE, 20 FEET NORTH OF THE
 CS1825'CENTER OF THE WEST BOUND LANE AND 20 FEET SOUTH OF A CHAIN LINK FENCE.
 CS1825'
 CS1825'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 CS1825'CONCRETE MONUMENT FLUSH WITH THE GROUND STAMPED---ARL NO 3
 CS1825'1947---.  IT IS 13 FEET NORTH OF A CURB, 8 FEET WEST OF A CURB OF A
 CS1825'DRIVEWAY AND 3 FEET SOUTH OF A TELEPHONE BOOTH.
 CS1825'
 CS1825'AZIMUTH MARK IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND
 CS1825'CONCRETE MONUMENT FLUSH WITH THE GROUND STAMPED---ARL 2 1947
 CS1825'1981---.  IT IS 63 FEET NORTH OF A LIGHT POLE, 59 FEET EAST OF THE
 CS1825'CENTER OF THE SOUTHBOUND LANE OF STATE HIGHWAY 360, 37.6 FEET WEST
 CS1825'OF THE CENTER OF THE NORTHBOUND LANE AND 2 FEET SOUTH OF A METAL
 CS1825'WITNESS POST.
 CS1825'
 CS1825'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON ABRAM STREET
 CS1825'FOR 0.7 MILE TO AN OVERPASS AT STATE HIGHWAY 360.  THE MARK IS ON A
 CS1825'HIGH BANK BETWEEN THE TWO LANES OF TRAFFIC AT THE SOUTH END OF THE
 CS1825'BRIDGE OVER ABRAM STREET.
 CS1825
 CS1825                          STATION RECOVERY (1981)
 CS1825
 CS1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CS1825'RECOVERED IN GOOD CONDITION.
 CS1825
 CS1825                          STATION RECOVERY (1985)
 CS1825
 CS1825'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 CS1825'RECOVERED IN GOOD CONDITION.
 CS1825
 CS1825                          STATION RECOVERY (1986)
 CS1825
 CS1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1825'MARK NOT FOUND.
 CS1825
 CS1825                          STATION RECOVERY (1990)
 CS1825
 CS1825'RECOVERY NOTE BY US POWER SQUADRON 1990 (GF)
 CS1825'MARK NOT FOUND.
 CS1825
 CS1825                          STATION RECOVERY (1996)
 CS1825
 CS1825'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1116 ***********************************************************************
 BM1116  DESIGNATION -  ARL 10563
 BM1116  PID         -  BM1116
 BM1116  STATE/COUNTY-  TX/TRAVIS
 BM1116  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1116
 BM1116                         *CURRENT SURVEY CONTROL
 BM1116  ___________________________________________________________________
 BM1116* NAD 83(1993)-  30 22 57.46361(N)    097 43 37.01062(W)     ADJUSTED  
 BM1116* NAVD 88     -       235.6    (meters)     773.     (feet)  VERTCON   
 BM1116  ___________________________________________________________________
 BM1116  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 BM1116  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM1116
 BM1116  HORZ ORDER  -  SECOND
 BM1116
 BM1116.The horizontal coordinates were established by classical geodetic methods
 BM1116.and adjusted by the National Geodetic Survey in February 1996..
 BM1116
 BM1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1116
 BM1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1116
 BM1116.The geoid height was determined by GEOID03.
 BM1116
 BM1116;                    North         East     Units Scale Factor Converg.
 BM1116;SPC TX C     - 3,082,303.431   950,472.107   MT  0.99993964   +1 20 32.8
 BM1116;SPC TX C     -10,112,523.84  3,118,340.57   sFT  0.99993964   +1 20 32.8
 BM1116;UTM  14      - 3,361,872.296   622,314.172   MT  0.99978457   +0 38 38.2
 BM1116
 BM1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1116!SPC TX C     -   0.99996705  x   0.99993964  =   0.99990669
 BM1116!UTM  14      -   0.99996705  x   0.99978457  =   0.99975163
 BM1116
 BM1116                          SUPERSEDED SURVEY CONTROL
 BM1116
 BM1116  NAD 83(1986)-  30 22 57.48225(N)    097 43 36.99414(W) AD(       ) 2
 BM1116  NGVD 29 (01/26/93)  235.6    (m)          773.     (f) H LEVEL        
 BM1116
 BM1116.Superseded values are not recommended for survey control.
 BM1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1116.See file dsdata.txt to determine how the superseded data were derived.
 BM1116
 BM1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2231461872(NAD 83)
 BM1116_MARKER: DD = SURVEY DISK
 BM1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM1116_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1116+STABILITY: SURFACE MOTION
 BM1116
 BM1116  HISTORY     - Date     Condition        Report By
 BM1116  HISTORY     - 1978     MONUMENTED       DMA
 BM1116  HISTORY     - 1983     GOOD             NGS
 BM1116
 BM1116                          STATION DESCRIPTION
 BM1116
 BM1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1116'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1116'CENTER, IN THE SOUTHEAST QUADRANT OF THE COMPLEX.
 BM1116'OWNERSHIP--DALE S. STAHLHUT-SUPERINTENDENT, BALCONES RESEARCH
 BM1116'CENTER, 10100 BURNET ROAD, AUSTIN, TX 78712.  TELEPHONE
 BM1116'512-835-3100.
 BM1116'
 BM1116'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 BM1116'AND US HIGHWAY 183 IN NORTH AUSTIN, GO NORTHWEST ON HIGHWAY 183
 BM1116'FOR 4.65 KM (2.9 MI) TO A CROSS STREET.  TURN RIGHT, NORTH, ON
 BM1116'BURNET ROAD FOR 1.32 KM (0.8 MI) TO THE ENTRANCE TO THE BALCONES
 BM1116'RESEARCH CENTER ON THE LEFT.  TURN LEFT, WEST, FOR 0.23 KM (0.15 MI)
 BM1116'TO THE MAIN GATE.  CONTINUE WEST FOR 0.1 KM (0.05 MI) TO A CROSS
 BM1116'STREET.  TURN LEFT, SOUTH, ON HARRY RANSOM TRAIL FOR 0.32 KM (0.2
 BM1116'MI) TO A CROSS STREET.  TURN LEFT, EAST, FOR 0.11 KM (0.05 MI) TO
 BM1116'A FENCE CORNER ON THE LEFT AND THE STATION ON THE RIGHT IN A
 BM1116'LARGE, GRASSY FIELD.
 BM1116'
 BM1116'THE STATION IS A STANDARD DMA DISK
 BM1116'STAMPED---ARL JMR STA 10563 1978---,
 BM1116'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM1116'FLUSH WITH GROUND.  IT IS LOCATED
 BM1116'59.44 METER (195.0 FT) NORTH FROM THE SOUTH PERIMETER FENCE, 95.1
 BM1116'METERS (312 FT) SOUTH-SOUTHEAST FROM THE FENCE CORNER, 25.6
 BM1116'METERS (84 FT) EAST FROM THE TRACK ROAD CENTER, AND 22.58 METERS
 BM1116'74.1 FT) SOUTH FROM THE CENTER OF A CONCRETE ANTENNA BASE.
 BM1116'
 BM1116'REFERENCE MARK NUMBER 1 IS A STANDARD DMA DISK
 BM1116'STAMPED---ARL JMR STA 10563 1978 RM1---,
 BM1116'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM1116'FLUSH WITH GROUND.  IT IS LOCATED
 BM1116'12.0 METER (39.5 FT) EAST FROM THE TRACK ROAD CENTER, 79.25
 BM1116'METERS (260 FT) NORTH FROM THE SOUTH PERIMETER FENCE, AND 24.2
 BM1116'METERS (79.4 FT) WEST FROM THE CENTER OF THE CONCRETE ANTENNA
 BM1116'BASE.
 BM1116'MARK IS LEVEL WITH STATION.
 BM1116'
 BM1116'REFERENCE MARK NUMBER 2 IS A STANDARD DMA DISK
 BM1116'STAMPED---ARL JMR STA 10563 RM 2 1978---,
 BM1116'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM1116'FLUSH WITH GROUND.  IT IS LOCATED
 BM1116'91.7 METER (300.9 FT) SOUTHEAST FROM A FENCE CORNER, 82.6 METERS
 BM1116'271 FT) NORTH FROM SOUTH PERIMETER FENCE AT A UTILITY POLE, 44.8
 BM1116'METERS (147 FT) EAST FROM THE TRACK ROAD CENTER, AND 14.08 METERS
 BM1116'(46.2 FT) EAST FROM THE CENTER OF A CONCRETE ANTENNA BASE.
 BM1116'MARK IS LEVEL WITH STATION.
 BM1116'
 BM1116'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 BM1116'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1117 ***********************************************************************
 BM1117  DESIGNATION -  ARL 10563 RM 1
 BM1117  PID         -  BM1117
 BM1117  STATE/COUNTY-  TX/TRAVIS
 BM1117  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1117
 BM1117                         *CURRENT SURVEY CONTROL
 BM1117  ___________________________________________________________________
 BM1117* NAD 83(1993)-  30 22 58.26525(N)    097 43 37.34545(W)     ADJUSTED  
 BM1117* NAVD 88     -       235.8    (meters)     774.     (feet)  VERTCON   
 BM1117  ___________________________________________________________________
 BM1117  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 BM1117  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM1117
 BM1117  HORZ ORDER  -  SECOND
 BM1117
 BM1117.The horizontal coordinates were established by classical geodetic methods
 BM1117.and adjusted by the National Geodetic Survey in February 1996..
 BM1117
 BM1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1117
 BM1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1117
 BM1117.The geoid height was determined by GEOID03.
 BM1117
 BM1117;                    North         East     Units Scale Factor Converg.
 BM1117;SPC TX C     - 3,082,327.899   950,462.592   MT  0.99993960   +1 20 32.6
 BM1117;SPC TX C     -10,112,604.12  3,118,309.35   sFT  0.99993960   +1 20 32.6
 BM1117;UTM  14      - 3,361,896.874   622,304.957   MT  0.99978454   +0 38 38.1
 BM1117
 BM1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1117!SPC TX C     -   0.99996702  x   0.99993960  =   0.99990662
 BM1117!UTM  14      -   0.99996702  x   0.99978454  =   0.99975157
 BM1117
 BM1117                          SUPERSEDED SURVEY CONTROL
 BM1117
 BM1117  NAD 83(1986)-  30 22 58.28389(N)    097 43 37.32898(W) AD(       ) 2
 BM1117  NGVD 29 (01/26/93)  235.7    (m)          773.     (f) H LEVEL        
 BM1117
 BM1117.Superseded values are not recommended for survey control.
 BM1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1117.See file dsdata.txt to determine how the superseded data were derived.
 BM1117
 BM1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2230561897(NAD 83)
 BM1117_MARKER: DD = SURVEY DISK
 BM1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM1117_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1117+STABILITY: SURFACE MOTION
 BM1117
 BM1117  HISTORY     - Date     Condition        Report By
 BM1117  HISTORY     - 1978     MONUMENTED       DMA
 BM1117  HISTORY     - 1983     GOOD             NGS
 BM1117
 BM1117                          STATION DESCRIPTION
 BM1117
 BM1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1117'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1117'CENTER, IN THE SOUTHEAST QUADRANT OF THE COMPLEX.
 BM1117'OWNERSHIP--DALE S. STAHLHUT-SUPERINTENDENT, BALCONES RESEARCH
 BM1117'CENTER, THE UNIVERSITY OF TEXAS AT AUSTIN, 10100 BURNET ROAD,
 BM1117'AUSTIN, TX 78712.  TELEPHONE 512-835-3100.
 BM1117'
 BM1117'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 BM1117'AND US HIGHWAY 183 IN NORTH AUSTIN, GO NORTHWEST ON HIGHWAY 183
 BM1117'FOR 4.65 KM (2.9 MI) TO A CROSS STREET.  TURN RIGHT, NORTH, ON
 BM1117'BURNET ROAD FOR 1.32 KM (0.8 MI) TO THE ENTRANCE TO THE BALCONES
 BM1117'RESEARCH CENTER ON THE LEFT.  TURN LEFT, WEST, FOR 0.23 KM (0.15
 BM1117'MI) TO THE MAIN GATE.  PASS THROUGH AND GO 0.1 KM (0.05 MI) TO A
 BM1117'CROSS STREET.  TURN LEFT, SOUTH, ON HARRY RANSOM TRAIL FOR 0.32
 BM1117'KM (0.2 MI) TO A CROSS STREET.  TURN LEFT, EAST, FOR 0.11 KM
 BM1117'0.05 MI) TO A FENCE CORNER ON THE LEFT AND STATION ON THE RIGHT
 BM1117'IN A LARGE, GRASSY FIELD.
 BM1117'
 BM1117'THE STATION IS A STANDARD DMA DISK
 BM1117'STAMPED---ARL JMR STA 10563 1978 RM 1---,
 BM1117'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM1117'FLUSH WITH GROUND.  IT IS LOCATED
 BM1117'12 METER (39.5 FT) EAST FROM CENTER OF TRACK ROAD AND DISMANTLED
 BM1117'FENCE LINE, 79.25 METERS (260 FT) NORTH FROM SOUTH PERIMETER
 BM1117'FENCE AROUND COMPLEX, AND 24.2 METERS (79.4 FT) WEST FROM THE
 BM1117'CENTER OF A CONCRETE ANTENNA BASE SET BELOW GROUND LEVEL.
 BM1117'
 BM1117'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 BM1117'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1118 ***********************************************************************
 BM1118  DESIGNATION -  ARL 10563 RM 2
 BM1118  PID         -  BM1118
 BM1118  STATE/COUNTY-  TX/TRAVIS
 BM1118  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1118
 BM1118                         *CURRENT SURVEY CONTROL
 BM1118  ___________________________________________________________________
 BM1118* NAD 83(1993)-  30 22 57.78305(N)    097 43 36.04512(W)     ADJUSTED  
 BM1118* NAVD 88     -       235.8    (meters)     774.     (feet)  VERTCON   
 BM1118  ___________________________________________________________________
 BM1118  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 BM1118  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM1118
 BM1118  HORZ ORDER  -  SECOND
 BM1118
 BM1118.The horizontal coordinates were established by classical geodetic methods
 BM1118.and adjusted by the National Geodetic Survey in February 1996..
 BM1118
 BM1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1118
 BM1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1118
 BM1118.The geoid height was determined by GEOID03.
 BM1118
 BM1118;                    North         East     Units Scale Factor Converg.
 BM1118;SPC TX C     - 3,082,313.868   950,497.645   MT  0.99993962   +1 20 33.3
 BM1118;SPC TX C     -10,112,558.08  3,118,424.36   sFT  0.99993962   +1 20 33.3
 BM1118;UTM  14      - 3,361,882.420   622,339.831   MT  0.99978464   +0 38 38.7
 BM1118
 BM1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1118!SPC TX C     -   0.99996703  x   0.99993962  =   0.99990665
 BM1118!UTM  14      -   0.99996703  x   0.99978464  =   0.99975168
 BM1118
 BM1118                          SUPERSEDED SURVEY CONTROL
 BM1118
 BM1118  NAD 83(1986)-  30 22 57.80170(N)    097 43 36.02864(W) AD(       ) 2
 BM1118  NGVD 29 (01/26/93)  235.7    (m)          773.     (f) H LEVEL        
 BM1118
 BM1118.Superseded values are not recommended for survey control.
 BM1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1118.See file dsdata.txt to determine how the superseded data were derived.
 BM1118
 BM1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2234061882(NAD 83)
 BM1118_MARKER: DD = SURVEY DISK
 BM1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM1118_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1118+STABILITY: SURFACE MOTION
 BM1118
 BM1118  HISTORY     - Date     Condition        Report By
 BM1118  HISTORY     - 1978     MONUMENTED       DMA
 BM1118  HISTORY     - 1983     GOOD             NGS
 BM1118
 BM1118                          STATION DESCRIPTION
 BM1118
 BM1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1118'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1118'CENTER, IN THE SOUTHEAST QUADRANT OF THE COMPLEX.
 BM1118'OWNERSHIP--DALE S. STAHLHUT-SUPERINTENDENT, BALCONES RESEARCH
 BM1118'CENTER, THE UNIVERSITY OF TEXAS AT AUSTIN, 10100 BURNET ROAD,
 BM1118'AUSTIN, TX 78712.  TELEPHONE 512-835-3100.
 BM1118'
 BM1118'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 BM1118'AND US HIGHWAY 183 IN NORTH AUSTIN, GO NORTHWEST ON HIGHWAY 183
 BM1118'FOR 4.65 KM (2.9 MI) TO A CROSS STREET.  TURN RIGHT, NORTH, ON
 BM1118'BURNET ROAD FOR 1.32 KM (0.8 MI) TO THE ENTRANCE TO THE BALCONES
 BM1118'RESEARCH CENTER ON THE LEFT.  TURN  LEFT, WEST, FOR 0.23 KM (0.15
 BM1118'MI) TO THE MAIN GATE.  CONTINUE WEST FOR 0.1 KM (0.05 MI) TO A
 BM1118'CROSS STREET.  TURN LEFT, SOUTH, ON HARRY RANSOM TRAIL FOR 0.32
 BM1118'KM (0.2 MI) TO A CROSS STREET.  TURN LEFT, EAST, FOR 0.11 KM
 BM1118'0.05 MI) TO A FENCE CORNER ON THE LEFT AND THE STATION ON THE
 BM1118'RIGHT IN A LARGE, GRASSY FIELD.
 BM1118'
 BM1118'THE STATION IS A STANDARD DMA DISK
 BM1118'STAMPED---ARL JMR STA 10563 RM 2 1978---,
 BM1118'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM1118'FLUSH WITH GROUND.  IT IS LOCATED
 BM1118'91.71 METER (300.9 FT) SOUTHEAST FROM THE FENCE CORNER, 82.60
 BM1118'METERS (271 FT) NORTH FROM SOUTH PERIMETER FENCE AT A UTILITY
 BM1118'POLE, 44.8 METERS (147 FT) EAST FROM A TRACK ROAD CENTER, AND
 BM1118'14.1 METERS (46.2 FT) EAST FROM A CONCRETE ANTENNA BASE.
 BM1118'
 BM1118'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 BM1118'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2554 ***********************************************************************
 CS2554  DESIGNATION -  ARL AZ MK 2
 CS2554  PID         -  CS2554
 CS2554  STATE/COUNTY-  TX/TARRANT
 CS2554  USGS QUAD   -  ARLINGTON (1981)
 CS2554
 CS2554                         *CURRENT SURVEY CONTROL
 CS2554  ___________________________________________________________________
 CS2554* NAD 83(1986)-  32 44 07.     (N)    097 03 44.     (W)     SCALED    
 CS2554* NAVD 88     -       188.429  (meters)     618.20   (feet)  ADJUSTED  
 CS2554  ___________________________________________________________________
 CS2554  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CS2554  DYNAMIC HT  -         188.211 (meters)     617.49  (feet)  COMP
 CS2554  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 CS2554
 CS2554  VERT ORDER  -  FIRST     CLASS II
 CS2554
 CS2554.The horizontal coordinates were scaled from a topographic map and have
 CS2554.an estimated accuracy of +/- 6 seconds.
 CS2554
 CS2554.The orthometric height was determined by differential leveling
 CS2554.and adjusted by the National Geodetic Survey in June 1991..
 CS2554
 CS2554.The geoid height was determined by GEOID03.
 CS2554
 CS2554.The dynamic height is computed by dividing the NAVD 88
 CS2554.geopotential number by the normal gravity value computed on the
 CS2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2554.degrees latitude (g = 980.6199 gals.).
 CS2554
 CS2554.The modeled gravity was interpolated from observed gravity values.
 CS2554
 CS2554;                    North         East    Units  Estimated Accuracy
 CS2554;SPC TXNC     - 2,119,420.      734,750.      MT  (+/- 180 meters Scaled)
 CS2554
 CS2554                          SUPERSEDED SURVEY CONTROL
 CS2554
 CS2554.No superseded survey control is available for this station.
 CS2554
 CS2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB815236(NAD 83)
 CS2554_MARKER: DZ = AZIMUTH MARK DISK
 CS2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2554_SP_SET: CONCRETE POST
 CS2554_STAMPING: ARL 2 1947 1981
 CS2554_MARK LOGO: NGS   
 CS2554_PROJECTION: FLUSH
 CS2554_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2554+STABILITY: SURFACE MOTION
 CS2554
 CS2554  HISTORY     - Date     Condition        Report By
 CS2554  HISTORY     - 1981     MONUMENTED       NGS
 CS2554  HISTORY     - 1986     GOOD             NGS
 CS2554  HISTORY     - 19941003 MARK NOT FOUND   NGS
 CS2554  HISTORY     - 19960921 GOOD             USPSQD
 CS2554
 CS2554                          STATION DESCRIPTION
 CS2554
 CS2554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CS2554'AZIMUTH MARK IS A STANDARD NGS SET IN THE TOP OF A ROUND CONCRETE
 CS2554'MONUMENT FLUSH WITH THE GROUND STAMPED---ARL 2 1947 1981---.  IT IS 63
 CS2554'FT (19.2 M) NORTH OF A LIGHT POLE, 59 FT (18.0 M) EAST OF THE CENTER
 CS2554'OF THE SOUTH BOUND LANE OF STATE HIGHWAY 360, 37.6 FT (11.5 M) WEST OF
 CS2554'THE CENTER OF THE NORTH BOUND LANE AND 2 FT (0.6 M) SOUTH OF A METAL
 CS2554'WITNESS POST.  TO REACH THE AZIMUTH MARK FROM ARL 1947,  GO EAST ON
 CS2554'ABRAM STREET FOR 0.7 MILE (1.1 KM) TO AN OVERPASS AT STATE HIGHWAY
 CS2554'360.  THE MARK IS ON A HIGH BANK BETWEEN THE TWO LANES OF TRAFFIC AT
 CS2554'THE SOUTH END OF THE BRIDGE OVER ABRAM STREET.
 CS2554
 CS2554                          STATION RECOVERY (1986)
 CS2554
 CS2554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS2554'IN ARLINGTON.
 CS2554'IN ARLINGTON, AT THE INTERSECTION OF STATE HIGHWAY 360 AND EAST ABRUM
 CS2554'STREET, 18.0 M (59.1 FT) EAST OF THE CENTER OF THE SOUTH BOUND LANES
 CS2554'OF THE HIGHWAY, 17.1 M 56.1 FT) WEST OF THE SOUTHWEST ABUTMENT OF THE
 CS2554'HIGHWAY OVERPASS, AND 11.3 M (37.1 FT) WEST OF THE CENTER OF THE NORTH
 CS2554'BOUND LANES OF THE HIGHWAY.
 CS2554'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 CS2554
 CS2554                          STATION RECOVERY (1994)
 CS2554
 CS2554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 CS2554'SEARCHED FOR, NOT RECOVERED.
 CS2554
 CS2554                          STATION RECOVERY (1996)
 CS2554
 CS2554'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1826 ***********************************************************************
 CS1826  DESIGNATION -  ARL RM 1
 CS1826  PID         -  CS1826
 CS1826  STATE/COUNTY-  TX/TARRANT
 CS1826  USGS QUAD   -  ARLINGTON (1981)
 CS1826
 CS1826                         *CURRENT SURVEY CONTROL
 CS1826  ___________________________________________________________________
 CS1826* NAD 83(1986)-  32 44 06.     (N)    097 04 33.     (W)     SCALED    
 CS1826* NAVD 88     -       190.439  (meters)     624.80   (feet)  ADJUSTED  
 CS1826  ___________________________________________________________________
 CS1826  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CS1826  DYNAMIC HT  -         190.218 (meters)     624.07  (feet)  COMP
 CS1826  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 CS1826
 CS1826  VERT ORDER  -  FIRST     CLASS II
 CS1826
 CS1826.The horizontal coordinates were scaled from a topographic map and have
 CS1826.an estimated accuracy of +/- 6 seconds.
 CS1826
 CS1826.The orthometric height was determined by differential leveling
 CS1826.and adjusted by the National Geodetic Survey in June 1991..
 CS1826
 CS1826.The geoid height was determined by GEOID03.
 CS1826
 CS1826.The dynamic height is computed by dividing the NAVD 88
 CS1826.geopotential number by the normal gravity value computed on the
 CS1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1826.degrees latitude (g = 980.6199 gals.).
 CS1826
 CS1826.The modeled gravity was interpolated from observed gravity values.
 CS1826
 CS1826;                    North         East    Units  Estimated Accuracy
 CS1826;SPC TXNC     - 2,119,370.      733,470.      MT  (+/- 180 meters Scaled)
 CS1826
 CS1826                          SUPERSEDED SURVEY CONTROL
 CS1826
 CS1826  NGVD 29 (??/??/92)  190.433  (m)          624.78   (f) ADJ UNCH    1 2
 CS1826
 CS1826.Superseded values are not recommended for survey control.
 CS1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1826.See file dsdata.txt to determine how the superseded data were derived.
 CS1826
 CS1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB802235(NAD 83)
 CS1826_MARKER: DR = REFERENCE MARK DISK
 CS1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1826_STAMPING: ARL NO 1 1947
 CS1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1826+STABILITY: SURFACE MOTION
 CS1826
 CS1826  HISTORY     - Date     Condition        Report By
 CS1826  HISTORY     - 1947     MONUMENTED       CGS
 CS1826  HISTORY     - 1952     GOOD             NGS
 CS1826  HISTORY     - 1981     GOOD             NGS
 CS1826  HISTORY     - 1985     GOOD             USPSQD
 CS1826  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1826  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1826  HISTORY     - 19960921 GOOD             USPSQD
 CS1826
 CS1826                          STATION DESCRIPTION
 CS1826
 CS1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1826'1.95 MI E FROM ARLINGTON.
 CS1826'0.55 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE METHODIST CHURCH AT
 CS1826'ARLINGTON, THENCE 0.2 MILE SOUTH ALONG FARM ROAD 157, THENCE 1.2 MILES
 CS1826'EAST ALONG OLD U.S. HIGHWAY 80, 184.4 FEET NORTHEAST OF TRIANGULATION
 CS1826'STATION ARL 1947, 23 FEET NORTH OF THE CENTER LINE OF THE NORTH
 CS1826'TRAFFIC LANE OF THE OLD HIGHWAY, 2 FEET WEST OF POWER POLE 2019, SET
 CS1826'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1826
 CS1826                          STATION RECOVERY (1981)
 CS1826
 CS1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CS1826'RECOVERED IN GOOD CONDITION.
 CS1826
 CS1826                          STATION RECOVERY (1985)
 CS1826
 CS1826'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 CS1826'RECOVERED IN GOOD CONDITION.
 CS1826
 CS1826                          STATION RECOVERY (1986)
 CS1826
 CS1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1826'MARK NOT FOUND.
 CS1826
 CS1826                          STATION RECOVERY (1990)
 CS1826
 CS1826'RECOVERY NOTE BY US POWER SQUADRON 1990 (GF)
 CS1826'MARK NOT FOUND.
 CS1826
 CS1826                          STATION RECOVERY (1996)
 CS1826
 CS1826'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1119 ***********************************************************************
 BM1119  DESIGNATION -  ARL SW
 BM1119  PID         -  BM1119
 BM1119  STATE/COUNTY-  TX/TRAVIS
 BM1119  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1119
 BM1119                         *CURRENT SURVEY CONTROL
 BM1119  ___________________________________________________________________
 BM1119* NAD 83(1993)-  30 23 00.97620(N)    097 43 32.37428(W)     ADJUSTED  
 BM1119* NAVD 88     -       242.7    (meters)     796.     (feet)  VERTCON   
 BM1119  ___________________________________________________________________
 BM1119  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 BM1119  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM1119
 BM1119  HORZ ORDER  -  FIRST
 BM1119
 BM1119.The horizontal coordinates were established by classical geodetic methods
 BM1119.and adjusted by the National Geodetic Survey in February 1996..
 BM1119
 BM1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1119
 BM1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1119
 BM1119.The geoid height was determined by GEOID03.
 BM1119
 BM1119;                    North         East     Units Scale Factor Converg.
 BM1119;SPC TX C     - 3,082,414.462   950,593.313   MT  0.99993946   +1 20 35.2
 BM1119;SPC TX C     -10,112,888.11  3,118,738.23   sFT  0.99993946   +1 20 35.2
 BM1119;UTM  14      - 3,361,981.824   622,436.703   MT  0.99978494   +0 38 40.7
 BM1119
 BM1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1119!SPC TX C     -   0.99996594  x   0.99993946  =   0.99990540
 BM1119!UTM  14      -   0.99996594  x   0.99978494  =   0.99975089
 BM1119
 BM1119                          SUPERSEDED SURVEY CONTROL
 BM1119
 BM1119  NAD 83(1986)-  30 23 00.99484(N)    097 43 32.35783(W) AD(       ) 1
 BM1119  NGVD 29 (01/26/93)  242.6    (m)          796.     (f) H LEVEL        
 BM1119
 BM1119.Superseded values are not recommended for survey control.
 BM1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1119.See file dsdata.txt to determine how the superseded data were derived.
 BM1119
 BM1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2243761982(NAD 83)
 BM1119_MARKER: DH = HORIZONTAL CONTROL DISK
 BM1119_SETTING: 0 = UNSPECIFIED SETTING
 BM1119_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM1119
 BM1119  HISTORY     - Date     Condition        Report By
 BM1119  HISTORY     - 1983     MONUMENTED       NGS
 BM1119
 BM1119                          STATION DESCRIPTION
 BM1119
 BM1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1119'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1119'CENTER, ON THE ROOF OF THE APPLIED RESEARCH LABORATORIES BUILDING.
 BM1119'OWNERSHIP--LOYD HAMPTON-DIRECTOR, APPLIED RESEARCH LABORATORIES,
 BM1119'THE UNIVERSITY OF TEXAS AT AUSTIN, P.O. BOX 8029, 10000 BURNET
 BM1119'ROAD, AUSTIN, TX 78712.  TELEPHONE 512-835-3251.
 BM1119'
 BM1119'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 BM1119'AND US HIGHWAY 183 IN NORTH AUSTIN, GO NORTHWEST ON HIGHWAY 183
 BM1119'FOR 4.65 KM (2.9 MI) TO A CROSS STREET.  TURN RIGHT, NORTH, ON
 BM1119'BURNET ROAD FOR 1.05 KM (0.7 MI) TO A PAVED ROAD RIGHT AND THE
 BM1119'ENTRANCE TO THE LAB ON THE LEFT.  TURN LEFT INTO THE PARKING LOT
 BM1119'TO END OF TRUCK TRAVEL.  STATION IS ON THE ROOF OF THIS BUILDING.
 BM1119'
 BM1119'THE STATION IS A STANDARD NGS DISK
 BM1119'STAMPED---ARL SW 1983---,
 BM1119'DISK WAS DESHANKED AND EPOXIED TO A CONCRETE BUILDING PIER
 BM1119'PROJECTING 20 CM ABOVE THE ROOF.
 BM1119'IT IS LOCATED
 BM1119'6.3 METER (20.65 FT) EAST FROM WEST EDGE OF ROOF, 10.95 METERS
 BM1119'(35.9 FT) NORTH OF THE SOUTH EDGE OF ROOF, AND 13.0 METERS (42.65
 BM1119'FT) SOUTH-SOUTHWEST FROM THE CENTER OF A ROOF HATCH.
 BM1119'
 BM1119'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1 METERS.
 BM1119'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6326 ***********************************************************************
 AC6326  DESIGNATION -  ARL5 A
 AC6326  PID         -  AC6326
 AC6326  STATE/COUNTY-  TX/TARRANT
 AC6326  USGS QUAD   -  EULESS (1981)
 AC6326
 AC6326                         *CURRENT SURVEY CONTROL
 AC6326  ___________________________________________________________________
 AC6326* NAD 83(1993)-  32 45 30.04048(N)    097 03 43.02741(W)     ADJUSTED  
 AC6326* NAVD 88     -       162.615  (meters)     533.51   (feet)  ADJUSTED  
 AC6326  ___________________________________________________________________
 AC6326  X           -    -660,095.094 (meters)                     COMP
 AC6326  Y           -  -5,328,406.262 (meters)                     COMP
 AC6326  Z           -   3,431,524.704 (meters)                     COMP
 AC6326  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 AC6326  ELLIP HEIGHT-         135.41  (meters)          (10/23/00) GPS OBS
 AC6326  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AC6326  DYNAMIC HT  -         162.427 (meters)     532.90  (feet)  COMP
 AC6326  MODELED GRAV-     979,477.7   (mgal)                       NAVD 88
 AC6326
 AC6326  HORZ ORDER  -  B
 AC6326  VERT ORDER  -  FIRST     CLASS II
 AC6326  ELLP ORDER  -  FOURTH    CLASS II
 AC6326
 AC6326.This is a reference station for the ARLINGTON RRP
 AC6326.National Continuously Operating Reference Station (ARL5).
 AC6326
 AC6326.The horizontal coordinates were established by GPS observations
 AC6326.and adjusted by the National Geodetic Survey in November 1997..
 AC6326
 AC6326.The orthometric height was determined by differential leveling
 AC6326.and adjusted by the National Geodetic Survey in July 2002..
 AC6326
 AC6326.Photographs are available for this station.
 AC6326
 AC6326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6326
 AC6326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6326
 AC6326.The ellipsoidal height was determined by GPS observations
 AC6326.and is referenced to NAD 83.
 AC6326
 AC6326.The geoid height was determined by GEOID03.
 AC6326
 AC6326.The dynamic height is computed by dividing the NAVD 88
 AC6326.geopotential number by the normal gravity value computed on the
 AC6326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6326.degrees latitude (g = 980.6199 gals.).
 AC6326
 AC6326.The modeled gravity was interpolated from observed gravity values.
 AC6326
 AC6326;                    North         East     Units Scale Factor Converg.
 AC6326;SPC TXNC     - 2,121,978.220   734,735.745   MT  0.99988564   +0 47 03.5
 AC6326;SPC TXNC     - 6,961,856.88  2,410,545.52   sFT  0.99988564   +0 47 03.5
 AC6326;UTM  14      - 3,626,159.347   681,550.751   MT  1.00000644   +1 02 56.3
 AC6326
 AC6326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6326!SPC TXNC     -   0.99997874  x   0.99988564  =   0.99986438
 AC6326!UTM  14      -   0.99997874  x   1.00000644  =   0.99998518
 AC6326
 AC6326                          SUPERSEDED SURVEY CONTROL
 AC6326
 AC6326  ELLIP H (11/13/97)  135.42   (m)                       GP(       ) 2 1
 AC6326  NAVD 88 (11/13/97)  162.62   (m)          533.5    (f) LEVELING    3  
 AC6326
 AC6326.Superseded values are not recommended for survey control.
 AC6326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6326.See file dsdata.txt to determine how the superseded data were derived.
 AC6326
 AC6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8155126159(NAD 83)
 AC6326_MARKER: I = METAL ROD
 AC6326_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+)
 AC6326_STAMPING: ARL5 A 1996
 AC6326_MARK LOGO: NGS   
 AC6326_PROJECTION: FLUSH
 AC6326_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6326+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 AC6326_ROD/PIPE-DEPTH: 3.3  meters
 AC6326_SLEEVE-DEPTH  : 0.9 meters
 AC6326
 AC6326  HISTORY     - Date     Condition        Report By
 AC6326  HISTORY     - 1996     MONUMENTED       NGS
 AC6326  HISTORY     - 19970222 GOOD             NGS
 AC6326  HISTORY     - 20030430 GOOD             NGS
 AC6326  HISTORY     - 20050713 GOOD             COMPDA
 AC6326
 AC6326                          STATION DESCRIPTION
 AC6326
 AC6326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6326'IN ARLINGTON, AT THE DEPARTMENT OF TRANSPORTATION OFFICE AT SH 360 AT
 AC6326'SH 30, 101.6 M (333.3 FT) SOUTHWEST OF THE WEST CORNER OF THE WEST
 AC6326'WING OF THE BUILDING, 26.7 M (87.6 FT) NORTH OF THE NORTH CURB OF THE
 AC6326'WESTBOUND LANES OF SIX FLAG DRIVE, 23.2 M (76.1 FT) NORTH OF A 12-INCH
 AC6326'PIPE SIGN POST, 22.0 M (72.2 FT) SOUTH OF THE CENTER OF THE
 AC6326'INTERSECTION OF 2 DRIVEWAYS, 17.1 M (56.1 FT) EAST OF THE CENTER OF A
 AC6326'DRIVEWAY, 16.3 M (53.5 FT) SOUTH OF A SIGN (NO TRUCKS-TRAILERS) , AND
 AC6326'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 AC6326'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AC6326'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON
 AC6326'PROPERTY OWNED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, 910-AN
 AC6326'WATSON ROAD, ARLINGTON, TEXAS 76011-5262, TELEPHONE NUMBER (817)
 AC6326'817-6031.
 AC6326
 AC6326                          STATION RECOVERY (1997)
 AC6326
 AC6326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC6326'STATION RECOVERED USING 1996 DESCRIPTION.  ALL DIRECTIONS AND
 AC6326'DISTANCES CHECKED.
 AC6326
 AC6326                          STATION RECOVERY (2003)
 AC6326
 AC6326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 AC6326'RECOVERED AS DESCRIBED.
 AC6326'
 AC6326
 AC6326                          STATION RECOVERY (2005)
 AC6326
 AC6326'RECOVERY NOTE BY COMPASSDATA INC 2005 (JC)
 AC6326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6324 ***********************************************************************
 AC6324  DESIGNATION -  ARL5 B
 AC6324  PID         -  AC6324
 AC6324  STATE/COUNTY-  TX/TARRANT
 AC6324  USGS QUAD   -  EULESS (1981)
 AC6324
 AC6324                         *CURRENT SURVEY CONTROL
 AC6324  ___________________________________________________________________
 AC6324* NAD 83(1993)-  32 45 32.68222(N)    097 03 28.80582(W)     ADJUSTED  
 AC6324* NAVD 88     -       164.914  (meters)     541.06   (feet)  ADJUSTED  
 AC6324  ___________________________________________________________________
 AC6324  X           -    -659,722.536 (meters)                     COMP
 AC6324  Y           -  -5,328,409.987 (meters)                     COMP
 AC6324  Z           -   3,431,594.393 (meters)                     COMP
 AC6324  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 AC6324  ELLIP HEIGHT-         137.72  (meters)          (10/23/00) GPS OBS
 AC6324  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AC6324  DYNAMIC HT  -         164.723 (meters)     540.43  (feet)  COMP
 AC6324  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 AC6324
 AC6324  HORZ ORDER  -  B
 AC6324  VERT ORDER  -  FIRST     CLASS II
 AC6324  ELLP ORDER  -  FOURTH    CLASS II
 AC6324
 AC6324.This is a reference station for the ARLINGTON RRP
 AC6324.National Continuously Operating Reference Station (ARL5).
 AC6324
 AC6324.The horizontal coordinates were established by GPS observations
 AC6324.and adjusted by the National Geodetic Survey in November 1997..
 AC6324
 AC6324.The orthometric height was determined by differential leveling
 AC6324.and adjusted by the National Geodetic Survey in July 2002..
 AC6324
 AC6324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6324
 AC6324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6324
 AC6324.The ellipsoidal height was determined by GPS observations
 AC6324.and is referenced to NAD 83.
 AC6324
 AC6324.The geoid height was determined by GEOID03.
 AC6324
 AC6324.The dynamic height is computed by dividing the NAVD 88
 AC6324.geopotential number by the normal gravity value computed on the
 AC6324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6324.degrees latitude (g = 980.6199 gals.).
 AC6324
 AC6324.The modeled gravity was interpolated from observed gravity values.
 AC6324
 AC6324;                    North         East     Units Scale Factor Converg.
 AC6324;SPC TXNC     - 2,122,064.657   735,104.735   MT  0.99988558   +0 47 11.2
 AC6324;SPC TXNC     - 6,962,140.46  2,411,756.12   sFT  0.99988558   +0 47 11.2
 AC6324;UTM  14      - 3,626,247.498   681,919.383   MT  1.00000809   +1 03 04.0
 AC6324
 AC6324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6324!SPC TXNC     -   0.99997838  x   0.99988558  =   0.99986396
 AC6324!UTM  14      -   0.99997838  x   1.00000809  =   0.99998647
 AC6324
 AC6324                          SUPERSEDED SURVEY CONTROL
 AC6324
 AC6324  ELLIP H (11/13/97)  137.73   (m)                       GP(       ) 2 1
 AC6324  NAVD 88 (11/13/97)  164.91   (m)          541.0    (f) LEVELING    3  
 AC6324
 AC6324.Superseded values are not recommended for survey control.
 AC6324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6324.See file dsdata.txt to determine how the superseded data were derived.
 AC6324
 AC6324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8191926247(NAD 83)
 AC6324_MARKER: I = METAL ROD
 AC6324_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6324_STAMPING: ARL5 B 1996
 AC6324_MARK LOGO: NGS   
 AC6324_PROJECTION: FLUSH
 AC6324_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6324+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AC6324_ROD/PIPE-DEPTH: 6.8  meters
 AC6324_SLEEVE-DEPTH  : 0.9 meters
 AC6324
 AC6324  HISTORY     - Date     Condition        Report By
 AC6324  HISTORY     - 1996     MONUMENTED       NGS
 AC6324  HISTORY     - 19970222 GOOD             NGS
 AC6324  HISTORY     - 20020507 GOOD             JCLS
 AC6324  HISTORY     - 20020508 GOOD             JCLS
 AC6324  HISTORY     - 20031030 GOOD             JCLS
 AC6324
 AC6324                          STATION DESCRIPTION
 AC6324
 AC6324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6324'IN ARLINGTON, AT THE INTERSECTION OF STATE HIGHWAY 360 AND INTERSTATE
 AC6324'HIGHWAY 30, 208.0 M (682.4 FT) EAST OF THE EAST CORNER OF DEPARTMENT
 AC6324'OF TRANSPORTATION OFFICE, 48.3 M (158.5 FT) NORTHEAST OF THE CENTER OF
 AC6324'THE EASTBOUND OFF RAMP, 45.7 M (149.9 FT) SOUTH OF THE CENTERLINE OF
 AC6324'THE EASTBOUND LANES OF INTERSTATE HIGHWAY 30, 27.9 M (91.5 FT) WEST OF
 AC6324'THE CENTER OF THE WESTBOUND OFF RAMP, 14.7 M (48.2 FT) SOUTH OF THE
 AC6324'BACK WALL OF A STORM DRAIN, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE
 AC6324'INTERSTATE HIGHWAY, AND 0.8 M (2.6 FT) NORTH OF A WITNESS POST.
 AC6324'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC6324'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC6324
 AC6324                          STATION RECOVERY (1997)
 AC6324
 AC6324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC6324'STATION WAS RECOVERED USING THE 1996 STATION DESCRIPTION.  ALL
 AC6324'DIRECTIONS AND DISTANCES CHECKED.
 AC6324
 AC6324                          STATION RECOVERY (2002)
 AC6324
 AC6324'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AC6324'RECOVERED IN GOOD CONDITION.
 AC6324
 AC6324                          STATION RECOVERY (2002)
 AC6324
 AC6324'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AC6324'RECOVERED IN GOOD CONDITION.
 AC6324
 AC6324                          STATION RECOVERY (2003)
 AC6324
 AC6324'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AC6324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2912 ***********************************************************************
 CS2912  DESIGNATION -  ARLINGTON BAPTIST CHURCH SPIRE
 CS2912  PID         -  CS2912
 CS2912  STATE/COUNTY-  TX/TARRANT
 CS2912  USGS QUAD   -  ARLINGTON (1981)
 CS2912
 CS2912                         *CURRENT SURVEY CONTROL
 CS2912  ___________________________________________________________________
 CS2912* NAD 83(1993)-  32 44 02.45409(N)    097 06 27.32395(W)     ADJUSTED  
 CS2912* NAVD 88     -                                                        
 CS2912  ___________________________________________________________________
 CS2912  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 CS2912  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CS2912
 CS2912  HORZ ORDER  -  THIRD
 CS2912
 CS2912.The horizontal coordinates were established by classical geodetic methods
 CS2912.and adjusted by the National Geodetic Survey in February 1996..
 CS2912
 CS2912
 CS2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2912
 CS2912.The geoid height was determined by GEOID03.
 CS2912
 CS2912;                    North         East     Units Scale Factor Converg.
 CS2912;SPC TXNC     - 2,119,223.012   730,495.779   MT  0.99988789   +0 45 33.9
 CS2912;SPC TXNC     - 6,952,817.50  2,396,634.90   sFT  0.99988789   +0 45 33.9
 CS2912;UTM  14      - 3,623,384.297   677,323.078   MT  0.99998773   +1 01 24.8
 CS2912
 CS2912                          SUPERSEDED SURVEY CONTROL
 CS2912
 CS2912  NAD 83(1986)-  32 44 02.45911(N)    097 06 27.30666(W) AD(       ) 4
 CS2912  NAD 27      -  32 44 01.98500(N)    097 06 26.27300(W) AD(       ) 3
 CS2912
 CS2912.Superseded values are not recommended for survey control.
 CS2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2912.See file dsdata.txt to determine how the superseded data were derived.
 CS2912
 CS2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7732323384(NAD 83)
 CS2912_MARKER: 90 = CHURCH SPIRE
 CS2912
 CS2912  HISTORY     - Date     Condition        Report By
 CS2912  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2912  HISTORY     - 1979     GOOD             LOCSUR
 CS2912  HISTORY     - 19910506 GOOD             USPSQD
 CS2912  HISTORY     - 19960921 GOOD             USPSQD
 CS2912  HISTORY     - 20060324 GOOD             GEOCAC
 CS2912
 CS2912                          STATION DESCRIPTION
 CS2912
 CS2912'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2912'THE STATION IS LOCATED IN THE SOUTH-CENTRAL PART OF ARLINGTON
 CS2912'ABOUT 1/4 MILE SOUTHEAST OF THE POST OFFICE AND 100 FEET WEST
 CS2912'OF CENTER STREET.  IT IS A BELL TOWER SURMOUNTED BY A SPIRE
 CS2912'THE TOP OF WHICH IS ABOUT 100 FEET ABOVE THE GROUND.  THE
 CS2912'CHURCH OF WHICH IT IS A PART IS BUILT IN A U SHAPE AND THE
 CS2912'SPIRE PROJECTS FROM THE INNER SOUTH CORNER OF THE U.  THE
 CS2912'CHURCH AND TOWER ARE BUILT OF LIGHT TAN COLORED BRICK AND
 CS2912'THE SPIRE IS METAL COVERED, DARK IN COLOR AND HAS A BALL
 CS2912'ON TOP.
 CS2912'
 CS2912'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE SPIRE.
 CS2912'
 CS2912'TO REACH FROM THE POST OFFICE IN ARLINGTON GO 1 BLOCK EAST
 CS2912'ON MAIN STREET, TURN RIGHT ON CENTER STREET AND GO 2-1/2 BLOCKS
 CS2912'TO THE CHURCH AND THE STATION ON THE RIGHT.
 CS2912
 CS2912                          STATION RECOVERY (1979)
 CS2912
 CS2912'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2912'INTERSECTION RECOVERED AND IN GOOD ORDER - CAN NOT BE USED FROM
 CS2912'ARL EXCEPT DURING MONTHS WITH NO LEAVES ON TREES FROM 4 FEET ABOVE
 CS2912'STATION ARL.
 CS2912'
 CS2912'DISTANCE AND DIRECTION FROM NEAREST TOWN--ARLINGTON, TEXAS.
 CS2912
 CS2912                          STATION RECOVERY (1991)
 CS2912
 CS2912'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS2912'RECOVERED IN GOOD CONDITION.
 CS2912
 CS2912                          STATION RECOVERY (1996)
 CS2912
 CS2912'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2912'RECOVERED IN GOOD CONDITION.
 CS2912
 CS2912                          STATION RECOVERY (2006)
 CS2912
 CS2912'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 CS2912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2917 ***********************************************************************
 CS2917  DESIGNATION -  ARLINGTON EASTERN STAR HOME TK
 CS2917  PID         -  CS2917
 CS2917  STATE/COUNTY-  TX/TARRANT
 CS2917  USGS QUAD   -  ARLINGTON (1981)
 CS2917
 CS2917                         *CURRENT SURVEY CONTROL
 CS2917  ___________________________________________________________________
 CS2917* NAD 83(1993)-  32 44 31.93657(N)    097 05 35.71942(W)     ADJUSTED  
 CS2917* NAVD 88     -                                                        
 CS2917  ___________________________________________________________________
 CS2917  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 CS2917  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CS2917
 CS2917  HORZ ORDER  -  THIRD
 CS2917
 CS2917.The horizontal coordinates were established by classical geodetic methods
 CS2917.and adjusted by the National Geodetic Survey in February 1996..
 CS2917
 CS2917
 CS2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2917
 CS2917.The geoid height was determined by GEOID03.
 CS2917
 CS2917;                    North         East     Units Scale Factor Converg.
 CS2917;SPC TXNC     - 2,120,148.949   731,826.968   MT  0.99988712   +0 46 02.0
 CS2917;SPC TXNC     - 6,955,855.34  2,401,002.31   sFT  0.99988712   +0 46 02.0
 CS2917;UTM  14      - 3,624,316.459   678,650.120   MT  0.99999355   +1 01 53.6
 CS2917
 CS2917                          SUPERSEDED SURVEY CONTROL
 CS2917
 CS2917  NAD 83(1986)-  32 44 31.94172(N)    097 05 35.70218(W) AD(       ) 4
 CS2917  NAD 27      -  32 44 31.46800(N)    097 05 34.67000(W) AD(       ) 3
 CS2917
 CS2917.Superseded values are not recommended for survey control.
 CS2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2917.See file dsdata.txt to determine how the superseded data were derived.
 CS2917
 CS2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7865024316(NAD 83)
 CS2917_MARKER: 53 = ELEVATED TANK
 CS2917
 CS2917  HISTORY     - Date     Condition        Report By
 CS2917  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2917  HISTORY     - 19960921 GOOD             USPSQD
 CS2917
 CS2917                          STATION DESCRIPTION
 CS2917
 CS2917'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2917'THE STATION IS LOCATED IN THE NORTH PART OF THE GROUNDS OF
 CS2917'THE EASTERN STAR HOME ABOUT 3/4 MILE EAST OF THE POST OFFICE
 CS2917'IN ARLINGTON AND ABOUT 100 FEET NORTH OF A COMBINATION GARAGE
 CS2917'AND LIVING QUARTERS WHICH IS JUST NORTH OF THE MAIN BUILDING
 CS2917'OF THE HOME.  IT IS A SILVER PAINTED, STEEL WATER TANK ABOUT 110
 CS2917'FEET HIGH WITH 4 LEGS WHICH ARE ABOUT 25 FEET APART AT THE BASE.
 CS2917'
 CS2917'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2917'
 CS2917'TO REACH FROM THE POST OFFICE IN ARLINGTON GO 1 BLOCK EAST
 CS2917'ON MAIN STREET TO CENTER STREET, HERE TURN LEFT AND GO 2 BLOCKS
 CS2917'TO DIVISION STREET (U.S. 80).  TURN RIGHT HERE AND GO 0.7 MILE
 CS2917'TO NARROW BLACKTOP ROAD LEFT.  TURN LEFT HERE AND GO 0.15 MILE
 CS2917'TO T ROAD RIGHT.  TURN RIGHT HERE AND GO 0.05 MILE TO STATION
 CS2917'ON LEFT.
 CS2917
 CS2917                          STATION RECOVERY (1996)
 CS2917
 CS2917'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3400 ***********************************************************************
 CS3400  CBN         -  This is a Cooperative Base Network Control Station.
 CS3400  DESIGNATION -  ARLINGTON RRP
 CS3400  PID         -  CS3400
 CS3400  STATE/COUNTY-  TX/TARRANT
 CS3400  USGS QUAD   -  EULESS (1981)
 CS3400
 CS3400                         *CURRENT SURVEY CONTROL
 CS3400  ___________________________________________________________________
 CS3400* NAD 83(1993)-  32 45 32.49939(N)    097 03 36.99112(W)     ADJUSTED  
 CS3400* NAVD 88     -       166.383  (meters)     545.87   (feet)  ADJUSTED  
 CS3400  ___________________________________________________________________
 CS3400  X           -    -659,934.509 (meters)                     COMP
 CS3400  Y           -  -5,328,388.038 (meters)                     COMP
 CS3400  Z           -   3,431,590.441 (meters)                     COMP
 CS3400  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 CS3400  ELLIP HEIGHT-         139.17  (meters)          (10/23/00) GPS OBS
 CS3400  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CS3400  DYNAMIC HT  -         166.190 (meters)     545.24  (feet)  COMP
 CS3400  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 CS3400
 CS3400  HORZ ORDER  -  A
 CS3400  VERT ORDER  -  FIRST     CLASS II
 CS3400  ELLP ORDER  -  FOURTH    CLASS II
 CS3400
 CS3400.The horizontal coordinates were established by GPS observations
 CS3400.and adjusted by the National Geodetic Survey in September 1992..
 CS3400
 CS3400.The orthometric height was determined by differential leveling
 CS3400.and adjusted by the National Geodetic Survey in July 2002..
 CS3400.WARNING-GPS observations at this control monument resulted in a GPS
 CS3400.derived orthometric height which differed from the leveled height by
 CS3400.more than one decimeter (0.1 meter).
 CS3400
 CS3400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3400
 CS3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3400
 CS3400.The ellipsoidal height was determined by GPS observations
 CS3400.and is referenced to NAD 83.
 CS3400
 CS3400.The geoid height was determined by GEOID03.
 CS3400
 CS3400.The dynamic height is computed by dividing the NAVD 88
 CS3400.geopotential number by the normal gravity value computed on the
 CS3400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS3400.degrees latitude (g = 980.6199 gals.).
 CS3400
 CS3400.The modeled gravity was interpolated from observed gravity values.
 CS3400
 CS3400;                    North         East     Units Scale Factor Converg.
 CS3400;SPC TXNC     - 2,122,056.104   734,891.797   MT  0.99988558   +0 47 06.8
 CS3400;SPC TXNC     - 6,962,112.40  2,411,057.50   sFT  0.99988558   +0 47 06.8
 CS3400;UTM  14      - 3,626,237.961   681,706.461   MT  1.00000713   +1 02 59.6
 CS3400
 CS3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3400!SPC TXNC     -   0.99997815  x   0.99988558  =   0.99986373
 CS3400!UTM  14      -   0.99997815  x   1.00000713  =   0.99998528
 CS3400
 CS3400                          SUPERSEDED SURVEY CONTROL
 CS3400
 CS3400  ELLIP H (08/03/95)  139.22   (m)                       GP(       ) 2 1
 CS3400  ELLIP H (09/04/92)  139.30   (m)                       GP(       ) 3 1
 CS3400  NAVD 88 (05/12/97)  166.38   (m)          545.9    (f) LEVELING    3  
 CS3400
 CS3400.Superseded values are not recommended for survey control.
 CS3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3400.See file dsdata.txt to determine how the superseded data were derived.
 CS3400
 CS3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8170626238(NAD 83)
 CS3400_MARKER: DD = SURVEY DISK
 CS3400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3400_SP_SET: SQUARE CONCRETE MONUMENT
 CS3400_MARK LOGO: TXDOT 
 CS3400_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3400+STABILITY: SURFACE MOTION
 CS3400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3400+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1996
 CS3400
 CS3400  HISTORY     - Date     Condition        Report By
 CS3400  HISTORY     - 1986     MONUMENTED       TXHD
 CS3400  HISTORY     - 19920317 GOOD
 CS3400  HISTORY     - 19930204 GOOD             TXHD
 CS3400  HISTORY     - 19950130 GOOD             NGS
 CS3400  HISTORY     - 19961008 GOOD             NGS
 CS3400  HISTORY     - 20060324 GOOD             GEOCAC
 CS3400
 CS3400                          STATION DESCRIPTION
 CS3400
 CS3400'DESCRIBED 1992
 CS3400'RECOVERED IN GOOD CONDITION.
 CS3400
 CS3400                          STATION RECOVERY (1993)
 CS3400
 CS3400'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1993
 CS3400'RECOVERED IN 1993 BY TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) IN
 CS3400'ARLINGTON, AT 910A NORTH WATSON, A SQUARE CONCRETE PAD FLUSH WITH
 CS3400'THE SURFACE OF THE GROUND.  THE DISK IS NOT STAMPED.  THE STATION IS
 CS3400'LOCATED IN ARLINGTON TEXAS, AT THE TXDOT REGIONAL PLANNING OFFICE
 CS3400'AT 910A N. WATSON ROAD.  OWNERSHIP TEXAS OF TRANSPORTATION, 125 E.
 CS3400'11TH STREET, AUSTIN TX. 78701-2483, PHONE 612-7367.
 CS3400'TO REACH STATION FROM INTERSECTION OF SH 360 AND IH 30 IN ARLINGTON
 CS3400'TAKE THE SH 360 EXIT OFF IH 30 EASTBOUND.  FOLLOW EXIT AROUND
 CS3400'CLOVERLEAF TO THE TXDOT REGIONAL PLANNING OFFICE ON THE RIGHT(NORTH).
 CS3400'STATION IS BEHIND AND NORTH OF THE PLANNING OFFICE.
 CS3400'THE STATION IS A BRASS 9 CM. (3 1/2 IN.) DISK SET ON TOP OF A SQUARE
 CS3400'CONCRETE MONUMENT.  LOCATED 17.9 METERS (69 FT.) NORTH FROM THE
 CS3400'NORTH WALL OF THE PLANNING OFFICE BUILDING, 7.4 METERS (24 FT.) EAST
 CS3400'FROM A ROUND CONCRETE FOUNDATION WITH 4 LARGE BOLTS PROTRUDING AND
 CS3400'41.1 METERS (135 FT.) FROM A LONE .25 METER (10 IN.) LIVE OAK TREE.
 CS3400'A 6 METER (20 FT.) TOWER IS INSTALLED OVER THE MONUMENT.
 CS3400'AZIMUTH MARK IS THE ARLINGTON NEW MUNICIPAL WATER TANK WHICH IS
 CS3400'AQUA BLUE AND SET ON 10 LEGS AND OCARS S. 35 E. (MAGNETIC).
 CS3400'THIS SURVEY DISK IS NOT YET STAMPED, BUT IS TO
 CS3400'BE STAMPED---ARLINGTON RRP---BY THE TEXAS DEPARTMENT OF
 CS3400'TRANSPORTATION.
 CS3400'DESCRIBED BY C. L. JENKINS
 CS3400
 CS3400                          STATION RECOVERY (1995)
 CS3400
 CS3400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS3400'STATION IS LOCATED IN ARLINGTON AT THE TEXAS DEPARTMENT OF
 CS3400'TRANSPORTATION REGIONAL PLANNING OFFICE, 910A N. WATSON ROAD.
 CS3400'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION, 125 E. 11TH STREET,
 CS3400'AUSTIN, TX. 78701-2483.  PHONE (512) 612-7367.
 CS3400' 
 CS3400'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 360 AND
 CS3400'INTERSTATE HIGHWAY 30 IN ARLINGTON, TAKE THE STATE HIGHWAY 360 EXIT
 CS3400'OFF INTERSTATE HIGHWAY 30 EASTBOUND.  FOLLOW THE RAMP AROUND THE
 CS3400'CLOVERLEAF TO THE TEXAS DEPARTMENT OF TRANSPORTATION REGIONAL PLANNING
 CS3400'OFFICE ON THE RIGHT AND THE STATION BEHIND AND NORTH OF THE PLANNING
 CS3400'OFFICE.
 CS3400' 
 CS3400'STATION IS LOCATED 41.1 M (134.8 FT) FROM A LONE .25 M (0.82 FT) LIVE
 CS3400'OAK TREE, 17.9 M (58.7 FT) NORTH FROM THE NORTH WALL OF THE PLANNING
 CS3400'OFFICE BUILDING AND 7.4 M (24.3 FT) EAST FROM A ROUND CONCRETE
 CS3400'FOUNDATION WITH 4 LARGE BOLTS PROTRUDING.
 CS3400' 
 CS3400'A 6 M (19.7 FT) TOWER IS INSTALLED OVER THE MONUMENT, AS OF 1993 THE
 CS3400'SURVEY DISK HAD NOT BEEN STAMPED, BUT IS TO BE STAMPED BY THE TEXAS
 CS3400'DEPARTMENT OF TRANSPORTATION--ARLINGTON RRP--.
 CS3400
 CS3400                          STATION RECOVERY (1996)
 CS3400
 CS3400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CS3400'IN ARLINGTON, AT THE DEPARTMENT OF TRANSPORTATION OFFICE AT SH 360 AT
 CS3400'SH 30, 39.1 M (128.3 FT) NORTHWEST OF THE EAST CORNER OF THE OFFICE,
 CS3400'18.0 M (59.1 FT) NORTHEAST OF THE NORTHEAST FACE OF THE EAST WING OF
 CS3400'THE BUILDING, 7.4 M (24.3 FT) EAST OF THE CENTER OF A CONCRETE SLAB,
 CS3400'0.4 M (1.3 FT) EAST OF A PIPE RISER, AND NEAR THE CENTER OF A 20-FOOT
 CS3400'TOWER.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE TEXAS
 CS3400'DEPARTMENT OF TRANSPORTATION, 910-AN WATSON ROAD, ARLINGTON, TEXAS
 CS3400'76011-5262, TELEPHONE NUMBER (817) 817-6031.
 CS3400
 CS3400                          STATION RECOVERY (2006)
 CS3400
 CS3400'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 CS3400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9536 ***********************************************************************
 AF9536  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9536  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9536  DESIGNATION -  ARLINGTON RRP CORS ARP
 AF9536  CORS_ID     -  ARL5
 AF9536  PID         -  AF9536
 AF9536  STATE/COUNTY-  TX/TARRANT
 AF9536  USGS QUAD   -  EULESS (1981)
 AF9536
 AF9536                         *CURRENT SURVEY CONTROL
 AF9536  ___________________________________________________________________
 AF9536* NAD 83(CORS)-  32 45 32.49961(N)    097 03 36.99127(W)     ADJUSTED  
 AF9536* NAVD 88     -       171.25   (meters)     561.8    (feet)  GPS OBS   
 AF9536  ___________________________________________________________________
 AF9536  EPOCH DATE  -        2002.00
 AF9536  X           -    -659,935.015 (meters)                     COMP
 AF9536  Y           -  -5,328,392.090 (meters)                     COMP
 AF9536  Z           -   3,431,593.076 (meters)                     COMP
 AF9536  ELLIP HEIGHT-         144.03  (meters)          (03/??/02) GPS OBS
 AF9536  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AF9536
 AF9536  HORZ ORDER  -  SPECIAL (CORS)
 AF9536  ELLP ORDER  -  SPECIAL (CORS)
 AF9536
 AF9536.ITRF positions are available for this station.
 AF9536.The coordinates were established by GPS observations
 AF9536.and adjusted by the National Geodetic Survey in March 2002..
 AF9536.The coordinates are valid at the epoch date displayed above.
 AF9536.The epoch date for horizontal control is a decimal equivalence
 AF9536.of Year/Month/Day.
 AF9536
 AF9536.The orthometric height was determined by GPS observations and a
 AF9536.high-resolution geoid model using precise GPS observation and
 AF9536.processing techniques.
 AF9536
 AF9536.The PID for the CORS L1 Phase Center is AB6378.
 AF9536
 AF9536.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9536
 AF9536.The ellipsoidal height was determined by GPS observations
 AF9536.and is referenced to NAD 83.
 AF9536
 AF9536.The geoid height was determined by GEOID03.
 AF9536
 AF9536;                    North         East     Units Scale Factor Converg.
 AF9536;SPC TXNC     - 2,122,056.111   734,891.793   MT  0.99988558   +0 47 06.8
 AF9536;SPC TXNC     - 6,962,112.42  2,411,057.49   sFT  0.99988558   +0 47 06.8
 AF9536
 AF9536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9536!SPC TXNC     -   0.99997739  x   0.99988558  =   0.99986297
 AF9536
 AF9536                          SUPERSEDED SURVEY CONTROL
 AF9536
 AF9536  NAD 83(CORS)-  32 45 32.49926(N)    097 03 36.99079(W) AD(1997.00) c
 AF9536  ELLIP H (04/??/00)  144.04   (m)                       GP(1997.00) c c
 AF9536  NAD 83(CORS)-  32 45 32.49918(N)    097 03 36.99100(W) AD(1997.00) c
 AF9536  NAD 83(CORS)-  32 45 32.49918(N)    097 03 36.99100(W) AD(1996.00) c
 AF9536  ELLIP H (04/??/96)  144.06   (m)                       GP(1997.00) c c
 AF9536  ELLIP H (04/??/96)  144.06   (m)                       GP(1996.00) c c
 AF9536
 AF9536.Superseded values are not recommended for survey control.
 AF9536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9536.See file dsdata.txt to determine how the superseded data were derived.
 AF9536
 AF9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8170626238(NAD 83)
 AF9536_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9536
 AF9536                          STATION DESCRIPTION
 AF9536
 AF9536'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9536'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9536'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9536'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9536'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9536'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5387 ***********************************************************************
 DF5387  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5387  DESIGNATION -  ARLINGTON RRP2 CORS ARP
 DF5387  CORS_ID     -  TXAR
 DF5387  PID         -  DF5387
 DF5387  STATE/COUNTY-  TX/TARRANT
 DF5387  USGS QUAD   -  EULESS (1981)
 DF5387
 DF5387                         *CURRENT SURVEY CONTROL
 DF5387  ___________________________________________________________________
 DF5387* NAD 83(CORS)-  32 45 32.49966(N)    097 03 36.99077(W)     ADJUSTED  
 DF5387* NAVD 88     -                                                        
 DF5387  ___________________________________________________________________
 DF5387  EPOCH DATE  -        2002.00
 DF5387  X           -    -659,935.002 (meters)                     COMP
 DF5387  Y           -  -5,328,392.090 (meters)                     COMP
 DF5387  Z           -   3,431,593.078 (meters)                     COMP
 DF5387  ELLIP HEIGHT-         144.03  (meters)          (05/??/03) GPS OBS
 DF5387  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DF5387
 DF5387  HORZ ORDER  -  SPECIAL (CORS)
 DF5387  ELLP ORDER  -  SPECIAL (CORS)
 DF5387
 DF5387.ITRF positions are available for this station.
 DF5387.The coordinates were established by GPS observations
 DF5387.and adjusted by the National Geodetic Survey in May 2003..
 DF5387.The coordinates are valid at the epoch date displayed above.
 DF5387.The epoch date for horizontal control is a decimal equivalence
 DF5387.of Year/Month/Day.
 DF5387
 DF5387
 DF5387.The PID for the CORS L1 Phase Center is DF5388.
 DF5387
 DF5387.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5387
 DF5387.The ellipsoidal height was determined by GPS observations
 DF5387.and is referenced to NAD 83.
 DF5387
 DF5387.The geoid height was determined by GEOID03.
 DF5387
 DF5387;                    North         East     Units Scale Factor Converg.
 DF5387;SPC TXNC     - 2,122,056.112   734,891.806   MT  0.99988558   +0 47 06.8
 DF5387;SPC TXNC     - 6,962,112.43  2,411,057.53   sFT  0.99988558   +0 47 06.8
 DF5387
 DF5387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5387!SPC TXNC     -   0.99997739  x   0.99988558  =   0.99986297
 DF5387
 DF5387                          SUPERSEDED SURVEY CONTROL
 DF5387
 DF5387.No superseded survey control is available for this station.
 DF5387
 DF5387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8170626238(NAD 83)
 DF5387_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5387
 DF5387                          STATION DESCRIPTION
 DF5387
 DF5387'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5387'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5387'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5387'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5387'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5387'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5388 ***********************************************************************
 DF5388  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5388  DESIGNATION -  ARLINGTON RRP2 CORS L1 PHASE CENTER
 DF5388  CORS_ID     -  TXAR
 DF5388  PID         -  DF5388
 DF5388  STATE/COUNTY-  TX/TARRANT
 DF5388  USGS QUAD   -  EULESS (1981)
 DF5388
 DF5388                         *CURRENT SURVEY CONTROL
 DF5388  ___________________________________________________________________
 DF5388* NAD 83(CORS)-  32 45 32.49967(N)    097 03 36.99075(W)     ADJUSTED  
 DF5388* NAVD 88     -                                                        
 DF5388  ___________________________________________________________________
 DF5388  EPOCH DATE  -        2002.00
 DF5388  X           -    -659,935.009 (meters)                     COMP
 DF5388  Y           -  -5,328,392.149 (meters)                     COMP
 DF5388  Z           -   3,431,593.116 (meters)                     COMP
 DF5388  ELLIP HEIGHT-         144.10  (meters)          (05/??/03) GPS OBS
 DF5388  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DF5388
 DF5388  HORZ ORDER  -  SPECIAL (CORS)
 DF5388  ELLP ORDER  -  SPECIAL (CORS)
 DF5388
 DF5388.ITRF positions are available for this station.
 DF5388.The coordinates were established by GPS observations
 DF5388.and adjusted by the National Geodetic Survey in May 2003..
 DF5388.The coordinates are valid at the epoch date displayed above.
 DF5388.The epoch date for horizontal control is a decimal equivalence
 DF5388.of Year/Month/Day.
 DF5388
 DF5388
 DF5388.The PID for the CORS ARP is DF5387.
 DF5388
 DF5388.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5388
 DF5388.The ellipsoidal height was determined by GPS observations
 DF5388.and is referenced to NAD 83.
 DF5388
 DF5388.The geoid height was determined by GEOID03.
 DF5388
 DF5388;                    North         East     Units Scale Factor Converg.
 DF5388;SPC TXNC     - 2,122,056.113   734,891.807   MT  0.99988558   +0 47 06.8
 DF5388;SPC TXNC     - 6,962,112.43  2,411,057.54   sFT  0.99988558   +0 47 06.8
 DF5388
 DF5388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5388!SPC TXNC     -   0.99997738  x   0.99988558  =   0.99986296
 DF5388
 DF5388                          SUPERSEDED SURVEY CONTROL
 DF5388
 DF5388.No superseded survey control is available for this station.
 DF5388
 DF5388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8170626238(NAD 83)
 DF5388_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF5388
 DF5388                          STATION DESCRIPTION
 DF5388
 DF5388'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF5388'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5388'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5388'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5388'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5388'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0596 ***********************************************************************
 BL0596  DESIGNATION -  ARMADILLO
 BL0596  PID         -  BL0596
 BL0596  STATE/COUNTY-  TX/POLK
 BL0596  USGS QUAD   -  HORTENSE (1984)
 BL0596
 BL0596                         *CURRENT SURVEY CONTROL
 BL0596  ___________________________________________________________________
 BL0596* NAD 83(1993)-  30 48 20.07623(N)    094 39 31.42782(W)     ADJUSTED  
 BL0596* NAVD 88     -       131.54   (+/-2cm)     431.6    (feet)  VERTCON   
 BL0596  ___________________________________________________________________
 BL0596  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BL0596  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0596
 BL0596  HORZ ORDER  -  FIRST
 BL0596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0596
 BL0596.The horizontal coordinates were established by classical geodetic methods
 BL0596.and adjusted by the National Geodetic Survey in February 1996..
 BL0596
 BL0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0596.The vertical order pertains to the NGVD 29 superseded value.
 BL0596
 BL0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0596
 BL0596.The geoid height was determined by GEOID03.
 BL0596
 BL0596;                    North         East     Units Scale Factor Converg.
 BL0596;SPC TX C     - 3,140,100.092 1,242,748.704   MT  0.99988755   +2 55 21.9
 BL0596;SPC TX C     -10,302,145.05  4,077,251.37   sFT  0.99988755   +2 55 21.9
 BL0596;UTM  15      - 3,409,231.819   341,316.603   MT  0.99991062   -0 50 58.8
 BL0596
 BL0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0596!SPC TX C     -   0.99998367  x   0.99988755  =   0.99987122
 BL0596!UTM  15      -   0.99998367  x   0.99991062  =   0.99989429
 BL0596
 BL0596:                Primary Azimuth Mark                     Grid Az
 BL0596:SPC TX C     -  DIES                                     065 57 29.9
 BL0596:UTM  15      -  DIES                                     069 43 50.6
 BL0596
 BL0596|---------------------------------------------------------------------|
 BL0596| PID    Reference Object                     Distance      Geod. Az  |
 BL0596|                                                           dddmmss.s |
 BL0596| BL2132 DIES                                APPROX.15.6 KM 0685251.8 |
 BL0596| BL0595 ARMADILLO RM 1                       42.873 METERS 20007     |
 BL0596| BL2144 SODA LOOKOUT TOWER 64               APPROX.14.9 KM 2191848.5 |
 BL0596| CV8027 ARMADILLO RM 3                       26.640 METERS 26427     |
 BL0596| BL0597 ARMADILLO RM 2                       39.432 METERS 33848     |
 BL0596|---------------------------------------------------------------------|
 BL0596
 BL0596                          SUPERSEDED SURVEY CONTROL
 BL0596
 BL0596  NAD 83(1986)-  30 48 20.08902(N)    094 39 31.41720(W) AD(       ) 1
 BL0596  NAD 27      -  30 48 19.37400(N)    094 39 30.67700(W) AD(       ) 1
 BL0596  NGVD 29 (??/??/92)  131.538  (m)          431.55   (f) ADJ UNCH    2 0
 BL0596
 BL0596.Superseded values are not recommended for survey control.
 BL0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0596.See file dsdata.txt to determine how the superseded data were derived.
 BL0596
 BL0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4131709232(NAD 83)
 BL0596_MARKER: DS = TRIANGULATION STATION DISK
 BL0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0596_STAMPING: ARMADILLO 1949
 BL0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0596+STABILITY: SURFACE MOTION
 BL0596
 BL0596  HISTORY     - Date     Condition        Report By
 BL0596  HISTORY     - 1949     MONUMENTED       CGS
 BL0596  HISTORY     - 1949     GOOD             CGS
 BL0596  HISTORY     - 1966     GOOD             CGS
 BL0596  HISTORY     - 1966     GOOD             NGS
 BL0596
 BL0596                          STATION DESCRIPTION
 BL0596
 BL0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL0596'THE STATION IS LOCATED ABOUT 14.5 MILES WEST OF WOODVILLE,
 BL0596'17.5 MILES NORTHEAST OF LIVINGSTON AND 16.5 MILES SOUTHEAST OF
 BL0596'CORRIGAN IN A HEAVY TIMBERED AREA AND ON THE EAST SIDE OF A WOODS
 BL0596'ROAD.  IT IS 51 FEET EAST OF THE CENTER OF A WOODS ROAD, 55
 BL0596'FEET EAST OF A TRIANGULAR BLAZED 24 INCH PINE TREE, 20 FEET
 BL0596'NORTHWEST OF A TRIAGULAR BLAZED 18 INCH PINE TREE AND 7 FEET
 BL0596'NORTH-NORTHWEST OF WITNESS POST.  IT IS STAMPED ARMADILLO 1949
 BL0596'AND PROJECTS 6 INCHES.
 BL0596'
 BL0596'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, 20 FEET
 BL0596'EAST OF THE CENTER OF THE WOODS ROAD.  IT IS STAMPED ARMADILLO NO
 BL0596'1 1949 AND PROJECTS 4 INCHES.
 BL0596'
 BL0596'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 15 FEET
 BL0596'EAST OF THE CENTER OF THE WOODS ROAD.  IT IS STAMPED ARMADILLO
 BL0596'NO 2 1949 AND PROJECTS 4 INCHES.
 BL0596'
 BL0596'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 BL0596'
 BL0596'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND 190
 BL0596'IN LIVINGSTON, GO EAST ON U.S. HIGHWAY 190 FOR 20.9 MILES TO OLD
 BL0596'HIGHWAY CROSSROAD AT THE TOP OF HILL, TURN LEFT AND FOLLOW OLD
 BL0596'HIGHWAY FOR 0.55 MILE TO SIDE ROAD SHARP LEFT, TURN SHARP LEFT
 BL0596'AND FOLLOW ROAD FOR 0.15 MILE TO FORKS AT LOOKOUT TOWER AND
 BL0596'STATION KIAM ON THE LEFT, BEAR RIGHT AND FOLLOW MAIN ROAD FOR
 BL0596'2.5 MILES TO FORK, BEAR LEFT AND CONTINUE ON MAIN TRAVELLED
 BL0596'ROAD FOR 2.95 MILES TO RAILROAD TRACKS, CROSS RAILROAD TRACKS
 BL0596'AND CONTINUE FOR 0.75 MILE TO DIM WOODS ROAD ON THE RIGHT
 BL0596'AND TRIANGULAR BLAZED PINE TREE, BEAR RIGHT AND FOLLOW
 BL0596'WOODS ROAD IN A NORTHERLY DIRECTION FOR 0.3 MILE TO THE
 BL0596'STATION ON THE RIGHT OF THE ROAD AS DESCRIBED.
 BL0596'
 BL0596'A 126 FOOT SIGNAL AT STATION KIAM 1935 IS VISIBLE AT 77 FEET
 BL0596'
 BL0596'A 113 FOOT SIGNAL AT STATION CAB 1935 IS VISIBLE AT 90 FEET
 BL0596'
 BL0596'A 100 FOOT SIGNAL AT STATION CAMDEN LOOKOUT 1935 IS VISIBLE AT
 BL0596'90 FEET
 BL0596'
 BL0596'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BL0596
 BL0596                          STATION RECOVERY (1949)
 BL0596
 BL0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BL0596'13.85 MI SW FROM CHESTER.
 BL0596'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0596'AT CHESTER, THENCE 8.25 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.9
 BL0596'MILE EAST ALONG A DIRT ROAD, THENCE 3.4 MILES SOUTH ALONG A WOODS
 BL0596'ROAD, 0.3 MILE NORTH OF A Y-JUNCTION, ON TOP OF A HILL, 140.7 FEET
 BL0596'NORTH OF REFERENCE MARK NO. 1, 129.4 FEET SOUTHEAST OF REFERENCE MARK
 BL0596'NO. 2, 64.0 FEET EAST OF A 20-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 BL0596'EAST SIDE OF THE TREE, 60.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BL0596'25.0 FEET SOUTHWEST OF A 20-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 BL0596'SOUTHWEST SIDE OF THE TREE, 20.0 FEET NORTHWEST OF A 20-INCH PINE WITH
 BL0596'A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 5.0 FEET NORTHWEST OF
 BL0596'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BL0596'FOOT ABOVE THE GROUND.
 BL0596
 BL0596                          STATION RECOVERY (1966)
 BL0596
 BL0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL0596'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 BL0596'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED BY ROAD
 BL0596'IMPROVEMENT.  THERE WAS NO AZIMUTH MARK ESTABLISHED FOR THIS
 BL0596'STATION.  REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 BL0596'
 BL0596'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 BL0596'
 BL0596'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTHEAST OF LIVINGSTON,
 BL0596'15 MILES WEST OF WOODVILLE AND 9 MILES SOUTH-SOUTHWEST OF CHESTER,
 BL0596'ON THE EAST SIDE OF A WOODS ROAD IN A HEAVY TIMBERED AREA OWNED BY
 BL0596'THE CARTER LUMBER COMPANY.
 BL0596'
 BL0596'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 190 AND 59
 BL0596'IN LIVINGSTON, GO EAST ON HIGHWAY 190 FOR 21.4 MILES TO A SIDE ROAD
 BL0596'ON THE LEFT AND A SIGN PINCKNEY LOOKOUT TOWER ON THE RIGHT.  TURN
 BL0596'LEFT AND GO NORTH ON A SAND ROAD FOR 0.4 MILE TO A FORK AND THE
 BL0596'PINCKNEY LOOKOUT TOWER ON THE RIGHT.  TAKE THE RIGHT FORK AND
 BL0596'CONTINUE NORTH ON THE SAND ROAD FOR 2.4 MILES TO A FORK.  TAKE THE
 BL0596'LEFT FORK AND GO WEST ON THE MAIN SAND ROAD FOR 2.95 MILES TO A
 BL0596'FORK.  TAKE THE RIGHT FORK AND CONTINUE WESTERLY ON THE SAND ROAD
 BL0596'FOR 0.75 MILE TO A FORK.  BEAR RIGHT AND GO NORTHERLY ON A SAND ROAD
 BL0596'FOR 0.05 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 BL0596'NORTHERLY ON THE SAND ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 BL0596'
 BL0596'THE STATION MARK IS A STANDARD DISK STAMPED ARMADILLO 1949, SET IN
 BL0596'TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER AND PROJECTS 4
 BL0596'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 61 FEET EAST OF THE
 BL0596'CENTER OF THE SAND ROAD, 25.5 FEET SOUTHWEST OF A 16-PINE TREE WITH
 BL0596'A TRIANGULAR BLAZE ON THE WEST SIDE, 21 FEET WEST OF A 20-INCH PINE
 BL0596'TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE AND 3 FEET
 BL0596'NORTHWEST OF A METAL WITNESS POST.
 BL0596'
 BL0596'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ARMADILLO NO 2 1949,
 BL0596'SET IN TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER AND FLUSH
 BL0596'WITH THE SURFACE OF THE GROUND.  IT IS 23 FEET EAST OF THE CENTER
 BL0596'OF THE SAND ROAD AND 7 FEET WEST OF AN 18-INCH PINE TREE.
 BL0596'
 BL0596'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ARMADILLO NO 3 1949
 BL0596'1966, SET IN TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER AND
 BL0596'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26 FEET
 BL0596'WEST OF THE CENTER OF THE SAND ROAD, 26 FEET EAST OF A FENCE AND 9
 BL0596'FEET NORTHWEST OF A 6-INCH TREE.
 BL0596'
 BL0596'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.0 MILES
 BL0596'SOUTH-SOUTHWEST OF CHESTER.
 BL0596'
 BL0596'HEIGHT OF LIGHT ABOVE STATION MARK 98.5 FEET.
 BL0596
 BL0596                          STATION RECOVERY (1966)
 BL0596
 BL0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1564 ***********************************************************************
 AB1564  DESIGNATION -  ARMADILLO 1879
 AB1564  PID         -  AB1564
 AB1564  STATE/COUNTY-  TX/CAMERON
 AB1564  USGS QUAD   -  THREE ISLANDS (1983)
 AB1564
 AB1564                         *CURRENT SURVEY CONTROL
 AB1564  ___________________________________________________________________
 AB1564* NAD 83(1993)-  26 16 49.18308(N)    097 16 52.61804(W)     ADJUSTED  
 AB1564* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1564  ___________________________________________________________________
 AB1564  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AB1564  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 AB1564
 AB1564  HORZ ORDER  -  THIRD
 AB1564
 AB1564.The horizontal coordinates were established by classical geodetic methods
 AB1564.and adjusted by the National Geodetic Survey in February 1996..
 AB1564
 AB1564.The orthometric height was scaled from a topographic map.
 AB1564
 AB1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1564
 AB1564.The geoid height was determined by GEOID03.
 AB1564
 AB1564;                    North         East     Units Scale Factor Converg.
 AB1564;SPC TX S     - 5,068,577.868   421,718.996   MT  0.99997331   +0 33 11.9
 AB1564;SPC TX S     -16,629,159.22  1,383,589.74   sFT  0.99997331   +0 33 11.9
 AB1564;UTM  14      - 2,907,868.932   671,610.678   MT  0.99996362   +0 45 40.2
 AB1564
 AB1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1564!SPC TX S     -   1.00000267  x   0.99997331  =   0.99997598
 AB1564!UTM  14      -   1.00000267  x   0.99996362  =   0.99996629
 AB1564
 AB1564:                Primary Azimuth Mark                     Grid Az
 AB1564:SPC TX S     -  COLORADO                                 327 04 50.9
 AB1564:UTM  14      -  COLORADO                                 326 52 22.6
 AB1564
 AB1564|---------------------------------------------------------------------|
 AB1564| PID    Reference Object                     Distance      Geod. Az  |
 AB1564|                                                           dddmmss.s |
 AB1564| AB1560 COLORADO                            APPROX.11.3 KM 3273802.8 |
 AB1564|---------------------------------------------------------------------|
 AB1564
 AB1564                          SUPERSEDED SURVEY CONTROL
 AB1564
 AB1564  NAD 83(1986)-  26 16 49.19806(N)    097 16 52.57600(W) AD(       ) 3
 AB1564  NAD 27      -  26 16 47.93800(N)    097 16 51.67300(W) AD(       ) 3
 AB1564
 AB1564.Superseded values are not recommended for survey control.
 AB1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1564.See file dsdata.txt to determine how the superseded data were derived.
 AB1564
 AB1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7161107869(NAD 83)
 AB1564_MARKER: Z = SEE DESCRIPTION
 AB1564_SETTING: 0 = UNSPECIFIED SETTING
 AB1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1564
 AB1564  HISTORY     - Date     Condition        Report By
 AB1564  HISTORY     - 1879     MONUMENTED       CGS
 AB1564
 AB1564                          STATION DESCRIPTION
 AB1564
 AB1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (REH)
 AB1564'ON THE NORTHEASTERN END OF AN ISLAND ON THE MAINLAND SIDE OF
 AB1564'LAGUNA MADRE, IN A CLUMP OF MESQUITE BUSHES BY WHICH THE ISLAND
 AB1564'MAY BE EASILY RECOGNIZED.  THE STATION IS MARKED AT THE SURFACE
 AB1564'BY A CEDAR STUB WITH A COPPER TACK IN ITS TOP.  THE STUB PROJECTS
 AB1564'FROM 6 TO 18 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 AB1564'SUB-SURFACE MARK IS A CONCRETE PYRAMID OR CORAL ROCK, BURIED
 AB1564'FROM 3 TO 4 FEET BELOW THE SURFACE OF THE GROUND, WITH A HOLE
 AB1564'IN THE CENTER OF THE TOP FILLED WITH LEAD.  FOUR REFERENCE
 AB1564'STUBS WERE PLACED AROUND THE STATION AT DISTANCES OF FROM 4
 AB1564'TO 6 FEET FROM THE STATION.  THESE STUBS WERE USUALLY OF
 AB1564'CEDAR.  IN 1913 THE STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1563 ***********************************************************************
 AB1563  DESIGNATION -  ARMADILLO 2 1913
 AB1563  PID         -  AB1563
 AB1563  STATE/COUNTY-  TX/CAMERON
 AB1563  USGS QUAD   -  THREE ISLANDS (1983)
 AB1563
 AB1563                         *CURRENT SURVEY CONTROL
 AB1563  ___________________________________________________________________
 AB1563* NAD 83(1993)-  26 16 49.11698(N)    097 16 52.85161(W)     ADJUSTED  
 AB1563* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1563  ___________________________________________________________________
 AB1563  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AB1563  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 AB1563
 AB1563  HORZ ORDER  -  THIRD
 AB1563
 AB1563.The horizontal coordinates were established by classical geodetic methods
 AB1563.and adjusted by the National Geodetic Survey in February 1996..
 AB1563
 AB1563.The orthometric height was scaled from a topographic map.
 AB1563
 AB1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1563
 AB1563.The geoid height was determined by GEOID03.
 AB1563
 AB1563;                    North         East     Units Scale Factor Converg.
 AB1563;SPC TX S     - 5,068,575.771   421,712.536   MT  0.99997332   +0 33 11.8
 AB1563;SPC TX S     -16,629,152.34  1,383,568.55   sFT  0.99997332   +0 33 11.8
 AB1563;UTM  14      - 2,907,866.811   671,604.226   MT  0.99996359   +0 45 40.1
 AB1563
 AB1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1563!SPC TX S     -   1.00000267  x   0.99997332  =   0.99997599
 AB1563!UTM  14      -   1.00000267  x   0.99996359  =   0.99996626
 AB1563
 AB1563|---------------------------------------------------------------------|
 AB1563| PID    Reference Object                     Distance      Geod. Az  |
 AB1563|                                                           dddmmss.s |
 AB1563| AB1558 ARMADILLO 2 1913 RM                  23.242 METERS 25512     |
 AB1563| AB1566 CAT 2                               APPROX. 7.0 KM 3205736.3 |
 AB1563|---------------------------------------------------------------------|
 AB1563
 AB1563                          SUPERSEDED SURVEY CONTROL
 AB1563
 AB1563  NAD 83(1986)-  26 16 49.13259(N)    097 16 52.80968(W) AD(       ) 3
 AB1563  NAD 27      -  26 16 47.86600(N)    097 16 51.90000(W) AD(       ) 3
 AB1563
 AB1563.Superseded values are not recommended for survey control.
 AB1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1563.See file dsdata.txt to determine how the superseded data were derived.
 AB1563
 AB1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7160407867(NAD 83)
 AB1563_MARKER: Z = SEE DESCRIPTION
 AB1563_SETTING: 0 = UNSPECIFIED SETTING
 AB1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1563
 AB1563  HISTORY     - Date     Condition        Report By
 AB1563  HISTORY     - 1913     MONUMENTED       CGS
 AB1563  HISTORY     - 1938     MARK NOT FOUND   CGS
 AB1563  HISTORY     - 1950     GOOD             CGS
 AB1563
 AB1563                          STATION DESCRIPTION
 AB1563
 AB1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1563'THE STATION HAS PROBABLY BEEN DESTROYED.  THE REFERENCE MARK WAS
 AB1563'FOUND BUT IT MAY HAVE BEEN DISTURBED.
 AB1563'
 AB1563'ABOUT 14-3/4 MILES N OF PORT ISABEL, ON THE SOUTHEASTERLY ONE OF A
 AB1563'GROUP OF THREE ISLANDS IN LAGUNA MADRE KNOWN AS THREE ISLANDS.
 AB1563'THE REFERENCE MARK IS ON THE HIGHEST POINT AT THE E END OF THE
 AB1563'ISLAND.  THE KNOLL IS ABOUT 5 OR 6 FEET HIGHER THAN THE
 AB1563'SURROUNDING PART OF THE ISLAND AND IS COVERED WITH THICK BRUSH.
 AB1563'THE MARK IS 2 FEET S OF A MESQUITE TREE.  IT IS SLIGHTLY LOOSE
 AB1563'IN THE GROUND AND IS LEANING SLIGHTLY AND THE ARROW POINTS
 AB1563'ABOUT S WHICH DOESNT AGREE WITH THE AZIMUTH OF THE ORIGINAL
 AB1563'DESCRIPTION.
 AB1563'
 AB1563'BROKEN PIECES OF THE SURFACE MARK WERE FOUND ON A LOW WASHEDOUT
 AB1563'PART OF THE ISLAND BUT THE SUB-SURFACE MARK COULDNT BE FOUND.
 AB1563'THE BROKEN PIECES OF THE MARK WERE FOUND ABOUT IN THE DIRECTION
 AB1563'FROM THE REFERENCE MARK THAT THE ARROW POINTS.
 AB1563'
 AB1563'A POINT 75 FEET FROM THE REFERENCE MARK E OF A N-S LINE THROUGH
 AB1563'THE MARK IS 5 TO 6 FEET LOWER THAN THE MARK AND APPEARS TO
 AB1563'HAVE BEEN WASHED OUT BY A STORM.
 AB1563
 AB1563                          STATION RECOVERY (1950)
 AB1563
 AB1563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1563'REFERENCE MARK RECOVERED AS DESCRIBED BY G.C.M., 1938.
 AB1563'DESCRIPTION ADEQUATE AND COMPLETE WITH THE FOLLOWING ADDITION--
 AB1563'
 AB1563'REFERENCE MARK IS A BRONZE REFERENCE DISK, UNSTAMPED, SET IN
 AB1563'THE TOP OF A CONCRETE MONUMENT 6 INCHES IN DIAMETER, PROJECTING
 AB1563'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0595 ***********************************************************************
 BL0595  DESIGNATION -  ARMADILLO RM 1
 BL0595  PID         -  BL0595
 BL0595  STATE/COUNTY-  TX/POLK
 BL0595  USGS QUAD   -  HORTENSE (1984)
 BL0595
 BL0595                         *CURRENT SURVEY CONTROL
 BL0595  ___________________________________________________________________
 BL0595* NAD 83(1986)-  30 48 18.     (N)    094 39 31.     (W)     SCALED    
 BL0595* NAVD 88     -       129.80   (+/-2cm)     425.9    (feet)  VERTCON   
 BL0595  ___________________________________________________________________
 BL0595  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0595
 BL0595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0595
 BL0595.The horizontal coordinates were scaled from a topographic map and have
 BL0595.an estimated accuracy of +/- 6 seconds.
 BL0595
 BL0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0595.The vertical order pertains to the NGVD 29 superseded value.
 BL0595
 BL0595.The geoid height was determined by GEOID03.
 BL0595
 BL0595;                    North         East    Units  Estimated Accuracy
 BL0595;SPC TX C     - 3,140,040.    1,242,760.      MT  (+/- 180 meters Scaled)
 BL0595
 BL0595                          SUPERSEDED SURVEY CONTROL
 BL0595
 BL0595  NGVD 29 (??/??/92)  129.802  (m)          425.86   (f) ADJ UNCH    2 0
 BL0595
 BL0595.Superseded values are not recommended for survey control.
 BL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0595.See file dsdata.txt to determine how the superseded data were derived.
 BL0595
 BL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ413091(NAD 83)
 BL0595_MARKER: DR = REFERENCE MARK DISK
 BL0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0595_STAMPING: ARMADILLO NO. 1 1949
 BL0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0595+STABILITY: SURFACE MOTION
 BL0595
 BL0595  HISTORY     - Date     Condition        Report By
 BL0595  HISTORY     - 1949     MONUMENTED       CGS
 BL0595
 BL0595                          STATION DESCRIPTION
 BL0595
 BL0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0595'13.85 MI SW FROM CHESTER.
 BL0595'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0595'AT CHESTER, THENCE 8.25 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.9
 BL0595'MILE EAST ALONG A DIRT ROAD, THENCE 3.4 MILES SOUTH ALONG A WOODS
 BL0595'ROAD, 0.3 MILE NORTH OF A Y-JUNCTION, ON TOP OF A HILL, ABOUT ON THE
 BL0595'CENTER LINE OF THE OLD ROAD, 140.7 FEET SOUTH OF TRIANGULATION STATION
 BL0595'ARMADILLO, 22.0 FEET EAST OF THE CENTER LINE OF THE NEW ROAD, 8.0 FEET
 BL0595'SOUTHEAST OF AN 18-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST SIDE
 BL0595'OF THE TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BL0595'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0597 ***********************************************************************
 BL0597  DESIGNATION -  ARMADILLO RM 2
 BL0597  PID         -  BL0597
 BL0597  STATE/COUNTY-  TX/POLK
 BL0597  USGS QUAD   -  HORTENSE (1984)
 BL0597
 BL0597                         *CURRENT SURVEY CONTROL
 BL0597  ___________________________________________________________________
 BL0597* NAD 83(1986)-  30 48 20.     (N)    094 39 32.     (W)     SCALED    
 BL0597* NAVD 88     -       131.49   (+/-2cm)     431.4    (feet)  VERTCON   
 BL0597  ___________________________________________________________________
 BL0597  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0597
 BL0597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0597
 BL0597.The horizontal coordinates were scaled from a topographic map and have
 BL0597.an estimated accuracy of +/- 6 seconds.
 BL0597
 BL0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0597.The vertical order pertains to the NGVD 29 superseded value.
 BL0597
 BL0597.The geoid height was determined by GEOID03.
 BL0597
 BL0597;                    North         East    Units  Estimated Accuracy
 BL0597;SPC TX C     - 3,140,100.    1,242,730.      MT  (+/- 180 meters Scaled)
 BL0597
 BL0597                          SUPERSEDED SURVEY CONTROL
 BL0597
 BL0597  NGVD 29 (??/??/92)  131.493  (m)          431.41   (f) ADJ UNCH    2 0
 BL0597
 BL0597.Superseded values are not recommended for survey control.
 BL0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0597.See file dsdata.txt to determine how the superseded data were derived.
 BL0597
 BL0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ413092(NAD 83)
 BL0597_MARKER: DR = REFERENCE MARK DISK
 BL0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0597_STAMPING: ARMADILLO NO. 2 1949
 BL0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0597+STABILITY: SURFACE MOTION
 BL0597
 BL0597  HISTORY     - Date     Condition        Report By
 BL0597  HISTORY     - 1949     MONUMENTED       CGS
 BL0597  HISTORY     - 1966     GOOD             NGS
 BL0597
 BL0597                          STATION DESCRIPTION
 BL0597
 BL0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0597'13.85 MI SW FROM CHESTER.
 BL0597'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0597'AT CHESTER, THENCE 8.25 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.9
 BL0597'MILE EAST ALONG A DIRT ROAD, THENCE 3.4 MILES SOUTH ALONG A WOODS
 BL0597'ROAD, 0.3 MILE NORTH OF A Y-JUNCTION, ON THE TOP OF A HILL, 129.4 FEET
 BL0597'NORTHWEST OF TRIANGULATION STATION ARMADILLO, 7.0 FEET WEST OF A
 BL0597'20-INCH PINE WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE,
 BL0597'15.0 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 BL0597'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BL0597
 BL0597                          STATION RECOVERY (1966)
 BL0597
 BL0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1688 ***********************************************************************
 AB1688  DESIGNATION -  ARMSTRONG
 AB1688  PID         -  AB1688
 AB1688  STATE/COUNTY-  TX/KENEDY
 AB1688  USGS QUAD   -  ARMSTRONG (1982)
 AB1688
 AB1688                         *CURRENT SURVEY CONTROL
 AB1688  ___________________________________________________________________
 AB1688* NAD 83(1993)-  26 53 57.70744(N)    097 45 08.22884(W)     ADJUSTED  
 AB1688* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 AB1688  ___________________________________________________________________
 AB1688  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AB1688  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AB1688
 AB1688  HORZ ORDER  -  FIRST
 AB1688
 AB1688.The horizontal coordinates were established by classical geodetic methods
 AB1688.and adjusted by the National Geodetic Survey in February 1996..
 AB1688
 AB1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1688
 AB1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1688
 AB1688.The geoid height was determined by GEOID03.
 AB1688
 AB1688;                    North         East     Units Scale Factor Converg.
 AB1688;SPC TX S     - 5,136,792.274   374,272.109   MT  0.99989636   +0 20 22.1
 AB1688;SPC TX S     -16,852,959.32  1,227,924.41   sFT  0.99989636   +0 20 22.1
 AB1688;UTM  14      - 2,975,899.323   623,908.034   MT  0.99978954   +0 33 52.4
 AB1688
 AB1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1688!SPC TX S     -   1.00000228  x   0.99989636  =   0.99989864
 AB1688!UTM  14      -   1.00000228  x   0.99978954  =   0.99979182
 AB1688
 AB1688|---------------------------------------------------------------------|
 AB1688| PID    Reference Object                     Distance      Geod. Az  |
 AB1688|                                                           dddmmss.s |
 AB1688| CV2465 ARMSTRONG RM                         23.328 METERS 16157     |
 AB1688| AB1271 NORIAS RESET                        APPROX.17.5 KM 1845403.1 |
 AB1688| AB1687 ARMSTRONG 2                         278.891 METERS 19819     |
 AB1688| AB1689 ARMSTRONG RAILROAD WATER TANK       APPROX. 4.8 KM 3041355.0 |
 AB1688|---------------------------------------------------------------------|
 AB1688
 AB1688                          SUPERSEDED SURVEY CONTROL
 AB1688
 AB1688  NAD 83(1986)-  26 53 57.72104(N)    097 45 08.19881(W) AD(       ) 1
 AB1688  NAD 27      -  26 53 56.52200(N)    097 45 07.22000(W) AD(       ) 1
 AB1688  NGVD 29 (07/19/86)   10.0    (m)           33.     (f) VERT ANG       
 AB1688
 AB1688.Superseded values are not recommended for survey control.
 AB1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1688.See file dsdata.txt to determine how the superseded data were derived.
 AB1688
 AB1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2390875899(NAD 83)
 AB1688_MARKER: DS = TRIANGULATION STATION DISK
 AB1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1688_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1688
 AB1688  HISTORY     - Date     Condition        Report By
 AB1688  HISTORY     - 1913     MONUMENTED       CGS
 AB1688  HISTORY     - 1950     GOOD             CGS
 AB1688
 AB1688                          STATION DESCRIPTION
 AB1688
 AB1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1688'STATION IS ABOUT 3 MILES FROM THE RAILROAD WATER TANK AT
 AB1688'ARMSTRONG S 56 DEG 46 MIN E, ABOUT 2 MILES FROM
 AB1688'THE ARMSTRONG RANCH HOUSE S 17 DEG E, ON A SAND
 AB1688'KNOLL IN THE VICINITY OF A NUMBER OF SHIFTING SAND HILLS IN
 AB1688'THE ARMSTRONG PASTURES.
 AB1688'
 AB1688'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AB1688'DISKS SET IN CONCRETE.
 AB1688'
 AB1688'REFERENCE MARK IS AT THE SAME ELEVATION AS THE STATION AND 23.325
 AB1688'METERS (76.53 FEET).
 AB1688'
 AB1688'ELEVATION OF STATION, 10.0 METERS (33 FEET).
 AB1688
 AB1688                          STATION RECOVERY (1950)
 AB1688
 AB1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AB1688'THE STATION AND REFERENCE MARK
 AB1688'RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING IS A NEW
 AB1688'AND COMPLETE DESCRIPTION.
 AB1688'
 AB1688'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF ARMSTRONG,
 AB1688'2.0 MILES SOUTH OF THE ARMSTRONG RANCH HEADQUARTERS AND 1.0
 AB1688'MILE SOUTHEAST OF A FLOWING WELL, ON THE HIGHEST POINT AND NEAR
 AB1688'THE CENTER OF A FLAT TOPPED EAST-WEST SAND RIDGE.  IT IS ABOUT
 AB1688'40 FEET SOUTH OF THE NORTH SLOPE OF THE RIDGE AND 1 FOOT SOUTH
 AB1688'OF A 1 INCH BENT GALVANIZED IRON PIPE PROJECTING 2 FEET.  IT
 AB1688'IS STAMPED TEXAS 333 1920 AND SET 14 INCHES BELOW THE GROUND
 AB1688'SURFACE.
 AB1688'
 AB1688'REFERENCE MARK IS SOUTHEAST OF THE STATION, SET IN A SMALL
 AB1688'DEPRESSION ABOUT 1 FOOT LOWER THAN STATION MARK AND ABOUT 1
 AB1688'FOOT BELOW THE GROUND SURFACE.  THERE ARE NO STAMPINGS ON THE
 AB1688'DISK.
 AB1688'
 AB1688'TO REACH THE STATION FROM THE LOCKED GATE AT THE SOUTH END OF
 AB1688'BUILDINGS AT ARMSTRONG, GO EAST-NORTHEAST ON HARD SURFACED
 AB1688'ROAD FOR 2.0 MILES TO ARMSTRONG RANCH, TURN RIGHT AT A GAS PUMP
 AB1688'ON THE LEFT AND FOLLOW A TRACK ROAD SOUTHERLY ALONG A FENCE
 AB1688'FOR 0.1 MILE TO FENCE CORNER ON LEFT, CONTINUE STRAIGHT AHEAD
 AB1688'ON TRACK ROAD FOR 0.55 MILE TO GATE, PASS THROUGH GATE AND
 AB1688'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO FORK, BEAR RIGHT FOR
 AB1688'0.3 MILE TO ANOTHER FORK JUST BEFORE REACHING A SMALL LAKE,
 AB1688'BEAR RIGHT AND CONTINUE FOR 0.7 MILE TO A FLOWING WELL ON
 AB1688'RIGHT, PASS ALONG THE EAST EDGE OF A LARGE WATER TANK AND ANGLE
 AB1688'LEFT ON A TRACK ROAD FOR 0.65 MILE TO A FORK, BEAR LEFT
 AB1688'AND GO 0.35 MILE TO STATION ARMSTRONG-2 ON THE RIGHT, TURN
 AB1688'LEFT AND GO NORTH ACROSS OPEN AREA FOR ABOUT 0.15 MILE TO
 AB1688'THE HIGHEST POINT OF THE FLAT TOPPED RIDGE AND STATION AS
 AB1688'DESCRIBED.
 AB1688'
 AB1688'OBSERVATIONS MADE FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0749 ***********************************************************************
 DQ0749  DESIGNATION -  ARMSTRONG
 DQ0749  PID         -  DQ0749
 DQ0749  STATE/COUNTY-  TX/COCHRAN
 DQ0749  USGS QUAD   -  MORTON NW (1970)
 DQ0749
 DQ0749                         *CURRENT SURVEY CONTROL
 DQ0749  ___________________________________________________________________
 DQ0749* NAD 83(1993)-  33 37 41.38503(N)    102 54 21.28531(W)     ADJUSTED  
 DQ0749* NAVD 88     -      1186.4    (meters)    3892.     (feet)  VERTCON   
 DQ0749  ___________________________________________________________________
 DQ0749  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DQ0749  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 DQ0749
 DQ0749  HORZ ORDER  -  FIRST
 DQ0749
 DQ0749.The horizontal coordinates were established by classical geodetic methods
 DQ0749.and adjusted by the National Geodetic Survey in February 1996..
 DQ0749
 DQ0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0749
 DQ0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0749
 DQ0749.The geoid height was determined by GEOID03.
 DQ0749
 DQ0749;                    North         East     Units Scale Factor Converg.
 DQ0749;SPC TXNC     - 2,226,085.267   191,346.992   MT  0.99992312   -2 24 10.7
 DQ0749;SPC TXNC     - 7,303,414.75    627,777.59   sFT  0.99992312   -2 24 10.7
 DQ0749;SPC NM E     -   292,330.496   297,437.072   MT  1.00012526   +0 47 26.2
 DQ0749;SPC NM E     -   959,087.64    975,841.46   sFT  1.00012526   +0 47 26.2
 DQ0749;UTM  13      - 3,722,894.923   694,239.823   MT  1.00006515   +1 09 36.3
 DQ0749
 DQ0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0749!SPC TXNC     -   0.99981737  x   0.99992312  =   0.99974050
 DQ0749!SPC NM E     -   0.99981737  x   1.00012526  =   0.99994261
 DQ0749!UTM  13      -   0.99981737  x   1.00006515  =   0.99988251
 DQ0749
 DQ0749|---------------------------------------------------------------------|
 DQ0749| PID    Reference Object                     Distance      Geod. Az  |
 DQ0749|                                                           dddmmss.s |
 DQ0749| CJ5641 ARMSTRONG RM 1                       21.324 METERS 03113     |
 DQ0749| CJ5642 ARMSTRONG RM 2                       29.069 METERS 15128     |
 DQ0749| CJ5640 ARMSTRONG AZ MK                                    2355324.0 |
 DQ0749|---------------------------------------------------------------------|
 DQ0749
 DQ0749                          SUPERSEDED SURVEY CONTROL
 DQ0749
 DQ0749  NAD 83(1993)-  33 37 41.38621(N)    102 54 21.28541(W) AD(       ) 1
 DQ0749  NAD 83(1986)-  33 37 41.39021(N)    102 54 21.28264(W) AD(       ) 1
 DQ0749  NAD 27      -  33 37 41.02500(N)    102 54 19.50400(W) AD(       ) 1
 DQ0749  NGVD 29 (07/19/86) 1186.0    (m)         3891.     (f) VERT ANG       
 DQ0749
 DQ0749.Superseded values are not recommended for survey control.
 DQ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0749.See file dsdata.txt to determine how the superseded data were derived.
 DQ0749
 DQ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT9424022895(NAD 83)
 DQ0749_MARKER: DS = TRIANGULATION STATION DISK
 DQ0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0749
 DQ0749  HISTORY     - Date     Condition        Report By
 DQ0749  HISTORY     - 1934     MONUMENTED       CGS
 DQ0749  HISTORY     - 1938     SEE DESCRIPTION  CGS
 DQ0749  HISTORY     - 1970     GOOD             USGS
 DQ0749
 DQ0749                          STATION DESCRIPTION
 DQ0749
 DQ0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0749'ABOUT 6.5 MILES AIR LINE EAST-NORTHEAST OF BLEDSOE, TEX.,
 DQ0749'IN LEAGUE 136, IN PASTURE LAND 3/4 MILE EAST-NORTHEAST OF AN
 DQ0749'OIL RIG, 1/5 MILE NORTH OF HIGHWAY AND RAILROAD TRACKS, AND
 DQ0749'0.4 MILE EAST OF A WINDMILL AND TANKS.  TO REACH FROM BLEDSOE
 DQ0749'POST OFFICE, GO EAST ON THE MAIN ROAD 0.9 MILE, TURN NORTH
 DQ0749'AND FOLLOW MAIN ROAD ACROSS RAILROAD TRACKS AND THEN GO
 DQ0749'EAST ON THE MAIN ROAD 5.0 MILES, PASS THROUGH CATTLE GUARD ON
 DQ0749'THE NORTH SIDE OF THE ROAD, AND FOLLOW TRACK ROAD EAST-NORTHEAST
 DQ0749'TOWARD WINDMILL, LEAVING AN OIL RIG TO THE LEFT.  AT THE
 DQ0749'WINDMILL TURN EAST AND GO 0.4 MILE ACROSS COUNTRY TO HIGH
 DQ0749'GROUND AND STATION.  THE SURFACE, UNDERGROUND, REFERENCE,
 DQ0749'AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DQ0749'REFERENCE MARK NO. 1 IS
 DQ0749'69.96 FEET FROM STATION, N 31 DEG 13 MIN E, AND
 DQ0749'NO. 2 IS 95.37 FEET FROM STATION S 28 DEG 32 MIN E.
 DQ0749'THE AZIMUTH MARK IS 70 FEET WEST OF A FENCE
 DQ0749'CORNER, 30 FEET NORTH OF THE CENTER LINE OF ROAD, 1-FOOT
 DQ0749'NORTH OF A FENCE, AND 0.6 MILE FROM STATION S 55 DEG 53 MIN W.
 DQ0749
 DQ0749                          STATION RECOVERY (1970)
 DQ0749
 DQ0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (GDF)
 DQ0749'MORTON, 8 MI. SSW TO JCT. TEXAS STATE HWYS. 125 AND 214.
 DQ0749'THENCE WEST 6.5 MI. TO JCT. WITH 1169.  THENCE NORTH 0.4
 DQ0749'MI. TO FIELD ROAD EAST AT WINDMILL.  THENCE EAST 0.35 MI.
 DQ0749'THENCE SOUTH INTO THE CULTIVATED FIELD ABOUT 400 FEET.  46.3
 DQ0749'FEET EAST AND SLIGHTLY SOUTH OF WELL CASING IN CONCRETE
 DQ0749'PLATFORM.  STATION MARK AND BOTH REFERENCE MARKS IN GOOD
 DQ0749'CONDITION, ALTHOUGH SLIHGTLY UNDERGROUND AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1687 ***********************************************************************
 AB1687  DESIGNATION -  ARMSTRONG 2
 AB1687  PID         -  AB1687
 AB1687  STATE/COUNTY-  TX/KENEDY
 AB1687  USGS QUAD   -  ARMSTRONG (1982)
 AB1687
 AB1687                         *CURRENT SURVEY CONTROL
 AB1687  ___________________________________________________________________
 AB1687* NAD 83(1993)-  26 53 49.10555(N)    097 45 11.40590(W)     ADJUSTED  
 AB1687* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AB1687  ___________________________________________________________________
 AB1687  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AB1687  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AB1687
 AB1687  HORZ ORDER  -  SECOND
 AB1687
 AB1687.The horizontal coordinates were established by classical geodetic methods
 AB1687.and adjusted by the National Geodetic Survey in February 1996..
 AB1687
 AB1687.The orthometric height was scaled from a topographic map.
 AB1687
 AB1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1687
 AB1687.The geoid height was determined by GEOID03.
 AB1687
 AB1687;                    North         East     Units Scale Factor Converg.
 AB1687;SPC TX S     - 5,136,527.036   374,186.015   MT  0.99989643   +0 20 20.6
 AB1687;SPC TX S     -16,852,089.12  1,227,641.95   sFT  0.99989643   +0 20 20.6
 AB1687;UTM  14      - 2,975,633.776   623,822.991   MT  0.99978928   +0 33 50.8
 AB1687
 AB1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1687!SPC TX S     -   1.00000259  x   0.99989643  =   0.99989902
 AB1687!UTM  14      -   1.00000259  x   0.99978928  =   0.99979187
 AB1687
 AB1687|---------------------------------------------------------------------|
 AB1687| PID    Reference Object                     Distance      Geod. Az  |
 AB1687|                                                           dddmmss.s |
 AB1687| AB1688 ARMSTRONG                           278.891 METERS 01819     |
 AB1687| CV2467 ARMSTRONG 2 RM 1                     28.136 METERS 11622     |
 AB1687| CV2466 ARMSTRONG 2 AZ MK                                  1912831.4 |
 AB1687| CV2468 ARMSTRONG 2 RM 2                     30.541 METERS 20847     |
 AB1687| AH1534 BROWNSVILLE FT WORTH AWY BCN 8      APPROX.13.7 KM 3382717.9 |
 AB1687|---------------------------------------------------------------------|
 AB1687
 AB1687                          SUPERSEDED SURVEY CONTROL
 AB1687
 AB1687  NAD 83(1986)-  26 53 49.11911(N)    097 45 11.37586(W) AD(       ) 2
 AB1687  NAD 27      -  26 53 47.91800(N)    097 45 10.39800(W) AD(       ) 2
 AB1687
 AB1687.Superseded values are not recommended for survey control.
 AB1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1687.See file dsdata.txt to determine how the superseded data were derived.
 AB1687
 AB1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2382375634(NAD 83)
 AB1687_MARKER: DS = TRIANGULATION STATION DISK
 AB1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1687
 AB1687  HISTORY     - Date     Condition        Report By
 AB1687  HISTORY     - 1949     MONUMENTED       CGS
 AB1687
 AB1687                          STATION DESCRIPTION
 AB1687
 AB1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1687'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF ARMSTRONG,
 AB1687'ABOUT 2.25 MILES SOUTH OF THE ARMSTRONG RANCH HEADQUARTERS AND
 AB1687'ABOUT 1.0 MILE SOUTHEAST OF A FLOWING WELL.  IT IS 21.0 FEET
 AB1687'SOUTH OF THE CENTER OF A TRACK ROAD AND 18.0 FEET EAST OF THE
 AB1687'CENTER OF A DIM TRACK ROAD.  IT IS ABOUT 3 INCHES BELOW THE SURFACE
 AB1687'OF THE GROUND AND IS STAMPED ARMSTRONG 2 1949.
 AB1687'
 AB1687'REFERENCE MARK NO. 1 IS 15.0 FEET SOUTH OF THE CENTER OF A TRACK
 AB1687'ROAD.  IT IS ABOUT THE SAME ELEVATION AS THE STATION, IS SET
 AB1687'FLUSH WITH THE TOP OF THE GROUND AND IS STAMPED ARMSTRONG 2
 AB1687'NO 1 1949.
 AB1687'
 AB1687'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION,
 AB1687'IS ABOUT 3 INCHES BELOW THE TOP OF THE GROUND AND IS STAMPED
 AB1687'ARMSTRONG 2 NO 2 1949.
 AB1687'
 AB1687'A TRAVERSE WAS MADE TO ARMSTRONG 1913.  IT IS ON THE HIGHEST
 AB1687'POINT AND NEAR THE CENTER OF A FLAT TOPPED EAST-WEST SAND RIDGE,
 AB1687'ABOUT 40.0 FEET SOUTH OF THE NORTH SLOPE OF THE RIDGE AND 1.0
 AB1687'FOOT SOUTH OF A 1 INCH GALVANIZED IRON PIPE PROJECTING 2
 AB1687'FEET.  IT IS SET 14 INCHES BELOW THE GROUND AND IS STAMPED TEXAS
 AB1687'333 1920.
 AB1687'
 AB1687'THE AZIMUTH MARK IS 8.0 FEET WEST OF THE CENTER OF A BOARD
 AB1687'GATE AND 0.7 OF A FOOT NORTH OF A WOVEN WIRE FENCE.  IT PROJECTS
 AB1687'4 INCHES AND IS STAMPED ARMSTRONG 2 1949.
 AB1687'
 AB1687'TO REACH THE STATION FROM THE LOCKED GATE AT THE SOUTH END
 AB1687'OF BUILDINGS AT ARMSTRONG, GO EAST-NORTHEAST ON A HARD SURFACED
 AB1687'ROAD FOR 2.0 MILES TO THE ARMSTRONG RANCH, TURN RIGHT AT
 AB1687'A GAS PUMP ON THE LEFT AND FOLLOW A TRACK ROAD SOUTHERLY
 AB1687'ALONG A FENCE FOR 0.1 OF A MILE TO A FENCE CORNER ON THE
 AB1687'LEFT, CONTINUE STRAIGHT AHEAD ON TRACK ROAD FOR 0.55 OF A
 AB1687'MILE TO A GATE, PASS THROUGH GATE AND CONTINUE STRAIGHT
 AB1687'AHEAD FOR 0.6 OF A MILE TO A FORK, TAKE RIGHT FORK AND GO
 AB1687'0.3 OF A MILE TO A FORK JUST BEFORE REACHING A SMALL LAKE,
 AB1687'TAKE RIGHT FORK AND CONTINUE ON TRACK ROAD FOR 0.7 OF A MILE
 AB1687'TO A FLOWING WELL ON THE RIGHT, PASS ALONG THE EAST EDGE
 AB1687'OF A LARGE WATER TANK AND ANGLE LEFT ON A TRACK ROAD
 AB1687'FOR 0.65 OF A MILE TO A FORK, TAKE LEFT FORK AND GO 0.35
 AB1687'OF A MILE TO A FORK AND THE TRIANGULATION STATION ON THE
 AB1687'RIGHT AS DESCRIBED.
 AB1687'
 AB1687'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY
 AB1687'ACROSS PASTURE FOR 0.35 OF A MILE TO A BOARD GATE IN AN
 AB1687'EAST-WEST FENCE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AB1687'
 AB1687'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1689 ***********************************************************************
 AB1689  DESIGNATION -  ARMSTRONG RAILROAD WATER TANK
 AB1689  PID         -  AB1689
 AB1689  STATE/COUNTY-  TX/KENEDY
 AB1689  USGS QUAD   -  ARMSTRONG (1982)
 AB1689
 AB1689                         *CURRENT SURVEY CONTROL
 AB1689  ___________________________________________________________________
 AB1689* NAD 83(1993)-  26 55 25.61050(N)    097 47 32.38570(W)     ADJUSTED  
 AB1689* NAVD 88     -                                                        
 AB1689  ___________________________________________________________________
 AB1689  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AB1689  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AB1689
 AB1689  HORZ ORDER  -  THIRD
 AB1689
 AB1689.The horizontal coordinates were established by classical geodetic methods
 AB1689.and adjusted by the National Geodetic Survey in February 1996..
 AB1689
 AB1689
 AB1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1689
 AB1689.The geoid height was determined by GEOID03.
 AB1689
 AB1689;                    North         East     Units Scale Factor Converg.
 AB1689;SPC TX S     - 5,139,474.528   370,279.366   MT  0.99989570   +0 19 16.6
 AB1689;SPC TX S     -16,861,759.35  1,214,824.89   sFT  0.99989570   +0 19 16.6
 AB1689;UTM  14      - 2,978,565.551   619,905.222   MT  0.99977749   +0 32 48.9
 AB1689
 AB1689                          SUPERSEDED SURVEY CONTROL
 AB1689
 AB1689  NAD 83(1986)-  26 55 25.62361(N)    097 47 32.35586(W) AD(       ) 4
 AB1689  NAD 27      -  26 55 24.43000(N)    097 47 31.37000(W) AD(       ) 3
 AB1689
 AB1689.Superseded values are not recommended for survey control.
 AB1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1689.See file dsdata.txt to determine how the superseded data were derived.
 AB1689
 AB1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1990578566(NAD 83)
 AB1689_MARKER: 51 = TANK
 AB1689
 AB1689  HISTORY     - Date     Condition        Report By
 AB1689  HISTORY     - 1913     FIRST OBSERVED   CGS
 AB1689  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AB1689
 AB1689                          STATION DESCRIPTION
 AB1689
 AB1689'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5356 ***********************************************************************
 AH5356  DESIGNATION -  ARNEY ET
 AH5356  PID         -  AH5356
 AH5356  STATE/COUNTY-  TX/LIMESTONE
 AH5356  USGS QUAD   -  ODDS (1966)
 AH5356
 AH5356                         *CURRENT SURVEY CONTROL
 AH5356  ___________________________________________________________________
 AH5356* NAD 83(1993)-  31 23 47.49531(N)    096 38 35.46885(W)     ADJUSTED  
 AH5356* NAVD 88     -       168.7    (meters)     553.     (feet)  VERTCON   
 AH5356  ___________________________________________________________________
 AH5356  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AH5356  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AH5356
 AH5356  HORZ ORDER  -  THIRD
 AH5356
 AH5356.The horizontal coordinates were established by classical geodetic methods
 AH5356.and adjusted by the National Geodetic Survey in July 1998..
 AH5356
 AH5356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5356
 AH5356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5356
 AH5356.The geoid height was determined by GEOID03.
 AH5356
 AH5356;                    North         East     Units Scale Factor Converg.
 AH5356;SPC TX C     - 3,197,585.766 1,050,860.551   MT  0.99990544   +1 54 02.3
 AH5356;SPC TX C     -10,490,745.97  3,447,698.32   sFT  0.99990544   +1 54 02.3
 AH5356;UTM  14      - 3,475,950.236   724,088.489   MT  1.00021941   +1 13 41.9
 AH5356
 AH5356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5356!SPC TX C     -   0.99997752  x   0.99990544  =   0.99988296
 AH5356!UTM  14      -   0.99997752  x   1.00021941  =   1.00019692
 AH5356
 AH5356                          SUPERSEDED SURVEY CONTROL
 AH5356
 AH5356  NGVD 29 (07/28/98)  168.7    (m)          553.     (f) VERT ANG       
 AH5356
 AH5356.Superseded values are not recommended for survey control.
 AH5356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5356.See file dsdata.txt to determine how the superseded data were derived.
 AH5356
 AH5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV2408875950(NAD 83)
 AH5356_MARKER: DS = TRIANGULATION STATION DISK
 AH5356_SETTING: 66 = SET IN ROCK OUTCROP
 AH5356_PROJECTION: FLUSH
 AH5356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5356+STABILITY: POSITION/ELEVATION WELL
 AH5356
 AH5356  HISTORY     - Date     Condition        Report By
 AH5356  HISTORY     - 1966     MONUMENTED       USGS
 AH5356
 AH5356                          STATION DESCRIPTION
 AH5356
 AH5356'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH5356'LOCATED IN LIMESTONE COUNTY, TEXAS, ABOUT 4.5 MI. W. OF THORNTON AND
 AH5356'11 MI. SW. OF GROESBECK.  STATION IS ABOUT 270 FT. S. OF A DIRT RD.,
 AH5356'IN THE CENTER OF A SMALL HILL AT THE W. SIDE OF A ROCK QUARRY.
 AH5356'TO REACH FROM THE THORNTON POST OFFICE, GO W. ON FARM ROAD HIGHWAY
 AH5356'1246 FOR 0.5 MI. TO JUNCTION WITH STATE HIGHWAY 14, GO RIGHT FOR 0.05
 AH5356'MI. AND THEN LEFT ON FARM ROAD HIGHWAY 1246 FOR 1.0 MI. TO T-RD. LEFT,
 AH5356'GO W. ON DIRT RD. FOR 3.6 MI. TO GATE ON THE LEFT AT ROCK QUARRY, PASS
 AH5356'THROUGH GATE AND FOLLOW TRACK RD. W. FOR 0.02 MI. TO TOP OF SMALL HILL
 AH5356'AND STATION.
 AH5356'STATION MARK--STANDARD USGS BRONZE TABLET CEMENTED IN DRILL HOLE IN
 AH5356'BOULDER FLUSH WITH SURFACE, STAMPED---ARNEY ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1383 ***********************************************************************
 GL1383  SACS        -  This is a Secondary Airport Control Station.
 GL1383  DESIGNATION -  ARONICA
 GL1383  PID         -  GL1383
 GL1383  STATE/COUNTY-  TX/HARTLEY
 GL1383  USGS QUAD   -  DALHART WEST (1973)
 GL1383
 GL1383                         *CURRENT SURVEY CONTROL
 GL1383  ___________________________________________________________________
 GL1383* NAD 83(1993)-  36 01 41.57909(N)    102 33 05.05684(W)     ADJUSTED  
 GL1383* NAVD 88     -      1216.34   (meters)    3990.6    (feet)  GPS OBS   
 GL1383  ___________________________________________________________________
 GL1383  X           -  -1,122,460.669 (meters)                     COMP
 GL1383  Y           -  -5,041,682.535 (meters)                     COMP
 GL1383  Z           -   3,731,425.037 (meters)                     COMP
 GL1383  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 GL1383  ELLIP HEIGHT-        1191.61  (meters)          (07/31/97) GPS OBS
 GL1383  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 GL1383
 GL1383  HORZ ORDER  -  FIRST
 GL1383  ELLP ORDER  -  FOURTH    CLASS II
 GL1383
 GL1383.This mark is at Dalhart Muni (DHT) Airport (DHT)
 GL1383
 GL1383.The horizontal coordinates were established by GPS observations
 GL1383.and adjusted by the National Geodetic Survey in July 1997..
 GL1383
 GL1383.The orthometric height was determined by GPS observations and a
 GL1383.high-resolution geoid model.
 GL1383
 GL1383.GPS derived orthometric heights for airport stations designated as
 GL1383.PACS or SACS are published to 2 decimal places.  This maintains
 GL1383.centimeter relative accuracy between the PACS and SACS.  It does
 GL1383.not indicate centimeter accuracy relative to other marks which are
 GL1383.part of the NAVD 88 network.
 GL1383
 GL1383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL1383
 GL1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1383
 GL1383.The ellipsoidal height was determined by GPS observations
 GL1383.and is referenced to NAD 83.
 GL1383
 GL1383.The geoid height was determined by GEOID03.
 GL1383
 GL1383;                    North         East     Units Scale Factor Converg.
 GL1383;SPC TX N     - 1,225,513.116   105,240.125   MT  0.99996750   -0 36 33.6
 GL1383;SPC TX N     - 4,020,704.28    345,275.31   sFT  0.99996750   -0 36 33.6
 GL1383;UTM  13      - 3,989,851.984   720,628.303   MT  1.00019982   +1 26 26.9
 GL1383
 GL1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1383!SPC TX N     -   0.99981301  x   0.99996750  =   0.99978052
 GL1383!UTM  13      -   0.99981301  x   1.00019982  =   1.00001280
 GL1383
 GL1383:                Primary Azimuth Mark                     Grid Az
 GL1383:SPC TX N     -  ARONICA AZ MK 2                          003 09 28.4
 GL1383:UTM  13      -  ARONICA AZ MK 2                          001 06 27.9
 GL1383
 GL1383|---------------------------------------------------------------------|
 GL1383| PID    Reference Object                     Distance      Geod. Az  |
 GL1383|                                                           dddmmss.s |
 GL1383| GL1527 ARONICA AZ MK 2                     APPROX. 0.6 KM 0023254.8 |
 GL1383| GL1385 DALHART RADIO STA KXIT MAST         APPROX. 8.3 KM 0264504.7 |
 GL1383| GL1391 DALHART CONSUMERS GRAIN ELEV        APPROX. 4.9 KM 0285416.8 |
 GL1383| GL1395 DALHART GOOCHS GRAIN CO ELEV        APPROX. 4.9 KM 0394707.0 |
 GL1383| GL1389 DALHART RITA BLANCA ELEC MAST       APPROX. 4.9 KM 0441034.2 |
 GL1383| GL1394 DALHART MUNICIPAL TANK              APPROX. 4.1 KM 0501439.8 |
 GL1383| CM8293 ARONICA RM 1                          7.343 METERS 16533     |
 GL1383| GL1388 DALHART MUNICIPAL AIRPORT BCN       182.780 METERS 24341     |
 GL1383| CM8294 ARONICA RM 2                          8.029 METERS 28322     |
 GL1383| CM8292 ARONICA AZ MK                                      2911231.5 |
 GL1383|---------------------------------------------------------------------|
 GL1383
 GL1383                          SUPERSEDED SURVEY CONTROL
 GL1383
 GL1383  NAD 83(1993)-  36 01 41.57444(N)    102 33 05.05655(W) AD(       ) 2
 GL1383  ELLIP H (02/16/96) 1191.52   (m)                       GP(       ) 5 1
 GL1383  NAD 83(1993)-  36 01 41.57333(N)    102 33 05.05898(W) AD(       ) 2
 GL1383  NAD 83(1993)-  36 01 41.58262(N)    102 33 05.04834(W) AD(       ) 2
 GL1383  ELLIP H (12/21/93) 1188.08   (m)                       GP(       ) 4 1
 GL1383  NAD 83(1993)-  36 01 41.58267(N)    102 33 05.05425(W) AD(       ) 2
 GL1383  ELLIP H (01/07/93) 1188.08   (m)                       GP(       ) 4 2
 GL1383  NAD 83(1986)-  36 01 41.58552(N)    102 33 05.04602(W) AD(       ) 2
 GL1383  NAD 27      -  36 01 41.46900(N)    102 33 03.33900(W) AD(       ) 2
 GL1383  NGVD 29 (07/19/86) 1215.     (m)         3986.     (f) VERT ANG       
 GL1383
 GL1383.Superseded values are not recommended for survey control.
 GL1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1383.See file dsdata.txt to determine how the superseded data were derived.
 GL1383
 GL1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2062889852(NAD 83)
 GL1383_MARKER: DS = TRIANGULATION STATION DISK
 GL1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1383_STAMPING: ARONICA 1953
 GL1383_MARK LOGO: CGS   
 GL1383_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1383+STABILITY: SURFACE MOTION
 GL1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1383+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1995
 GL1383
 GL1383  HISTORY     - Date     Condition        Report By
 GL1383  HISTORY     - 1953     MONUMENTED       CGS
 GL1383  HISTORY     - 1988     GOOD             NGS
 GL1383  HISTORY     - 19950603 GOOD             NGS
 GL1383
 GL1383                          STATION DESCRIPTION
 GL1383
 GL1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1383'THE STATION IS LOCATED AT THE DALHART MUNICIPAL AIRPORT,
 GL1383'ABOUT 3 MILES SOUTHWEST OF DALHART, ABOUT 400 FEET NORTHEAST
 GL1383'OF THE AIRWAY BEACON, 250 FEET NORTH OF THE EAST HANGAR, 26 FEET
 GL1383'WEST OF THE CENTERLINE OF THE NORTH-SOUTH PAVED ROAD, 26
 GL1383'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST PAVED ROAD AND
 GL1383'12 FEET SOUTHWEST OF A POWER LINE POLE.
 GL1383'
 GL1383'TO REACH, FROM THE U.S. POST OFFICE IN DALHART, GO SOUTH,
 GL1383'ON DENVER AVE., FOR 0.25 MILE TO 7TH STREET AND U.S. HIGHWAY
 GL1383'54, TURN RIGHT, AND GO SOUTHWEST, ON U.S. HIGHWAY 54, FOR
 GL1383'3.2 MILES TO SIDE ROAD LEFT AND THE AZIMUTH MARK.  TURN LEFT,
 GL1383'AND GO SOUTHEASTERLY 0.9 MILE TO CROSS ROADS.  TURN RIGHT,
 GL1383'AND GO SOUTH 0.1 MILE TO THE STATION.
 GL1383'
 GL1383'THE STATION MARK IS A STANDARD DISK, STAMPED ARONICA 1953,
 GL1383'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 GL1383'DIAMETER WHICH PROJECTS ABOUT 2 INCHES.
 GL1383'
 GL1383'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ARONICA
 GL1383'NO 1 1953, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12
 GL1383'INCHES IN DIAMETER WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT
 GL1383'THE SAME ELEVATION AS THE STATION.  IT IS LOCATED 33 FEET
 GL1383'WEST OF THE CENTERLINE OF THE NORTH-SOUTH PAVED ROAD.
 GL1383'
 GL1383'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ARONICA
 GL1383'NO 2 1953, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12
 GL1383'INCHES IN DIAMETER WHICH PROJECTS ABOUT 3 INCHES AND IS
 GL1383'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS LOCATED 20
 GL1383'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST PAVED ROAD.
 GL1383'
 GL1383'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ARONICA 1953,
 GL1383'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 GL1383'DIAMETER WHICH PROJECTS ABOUT 4 INCHES.  IT IS LOCATED ALONG
 GL1383'THE EAST SIDE OF U.S. HIGHWAY 54 AND AT THE ENTRANCE TO THE
 GL1383'DALHART MUNICIPAL AIRPORT, ABOUT 72 FEET EAST OF THE CENTERLINE
 GL1383'OF THE HIGHWAY, 30 FEET NORTHEAST OF THE CENTERLINE OF THE
 GL1383'PAVED ROAD LEADING INTO THE AIRPORT AND 3 FEET EAST OF THE
 GL1383'NORTH-SOUTH FENCE LINE.
 GL1383
 GL1383                          STATION RECOVERY (1988)
 GL1383
 GL1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GL1383'THE STATION WAS RECOVERED AT THIS DATE.
 GL1383'OTHER MARKS NOT SEARCHED FOR.
 GL1383'
 GL1383'THE STATION IS LOCATED AT THE DALHART MUNICIPAL AIRPORT, AT A STREET
 GL1383'JUNCTION, IN A GRASSY VACANT LOT.  OWNERSHIP--CITY OF DALHART, PO
 GL1383'BOX 1871, DALHART TX 79022.  AIRPORT MANAGER IS GEORGE BRIANT,
 GL1383'PHONE 806-249-5511.
 GL1383'
 GL1383'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87, 87
 GL1383'BUSINESS, 287, 385 AND 54 IN DALHART, GO SOUTHWEST ON HIGHWAYS 54
 GL1383'AND 87 BUSINESS FOR 0.7 KM (0.45 MI)
 GL1383'TO A CROSS STREET.  TURN RIGHT, WEST, ON HIGHWAY 54 FOR 3.0 KM (1.85
 GL1383'MI) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH, ON FR 3139 FOR 1.3 KM
 GL1383'(0.8 MI) TO A FORK.  BEAR RIGHT AT THE FORK FOR 0.2 KM (0.1 MI) TO
 GL1383'A SIDE ROAD LEFT.  TAKE SIDE ROAD LEFT, GO SOUTH FOR 0.2 KM (0.15
 GL1383'MI) TO AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.6 KM (0.35 MI)
 GL1383'TO  CROSS ROAD AND STATION JUST BEYOND ON THE RIGHT.
 GL1383'
 GL1383'STATION MARK IS A STANDARD CGS STATION DISK STAMPED---ARONICA 1953
 GL1383'---, SET IN THE TOP OF A 30 CM ROUND CONCRETE POST PROJECTING 5 CM.
 GL1383'LOCATED 13.5 METERS (44.3 FT) SOUTH OF A STREET CENTER, 12.8 METERS
 GL1383'(42.0 FT) WEST OF A STREET CENTER, 3.3 METERS (10.8 FT) SOUTHWEST
 GL1383'A UTILITY POLE, AND 0.4 METERS (1.3 FT) EAST OF A FIBERGLASS WITNESS
 GL1383'POST.
 GL1383'
 GL1383'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS
 GL1383'
 GL1383'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GL1383'
 GL1383'DESCRIBED BY G.R. HEID, RECOVERED BY J.N. LEONHARDT.
 GL1383
 GL1383                          STATION RECOVERY (1995)
 GL1383
 GL1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GL1383'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTH OF DALHART, AT THE
 GL1383'DALHART MUNICIPAL AIRPORT.  NEAR THE SOUTHWEST CORNER OF THE JUNCTION
 GL1383'OF THE ENTRANCE ROAD PARALLELING RUNWAY 17-35 AND A STREET TO THE
 GL1383'RIGHT, SOUTHWEST OF A UTILITY POLE WITH A GREEN TELEPHONE JUNCTION BOX
 GL1383'AT THE BASE.  OWNERSHIP--CITY OF DALHART, P.O.  BOX 1871, DALHART, TX.
 GL1383'79022.  AIRPORT MANAGER GEORGE BRIANT, PHONE 806-249-5511.  TO REACH
 GL1383'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87, 87 BUSINESS, 287,
 GL1383'385 AND 54 IN DALHART.  GO WEST, THEN SOUTH, THEN WEST 3.68 KM (2.30
 GL1383'MI) ON HIGHWAY 54 TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH, 1.2 KM
 GL1383'(0.75 MI) ON FARM ROAD 3139 TO A FORK.  BEAR RIGHT, WEST, 0.2 KM (0.10
 GL1383'MI) TO A ROAD LEFT.  TURN LEFT, SOUTH, 0.86 KM (0.55 MI) TO THE
 GL1383'STATION ON THE RIGHT.  STATION IS 13.5 M (44.3 FT) SOUTH OF A STREET
 GL1383'CENTER, 13.0 M (42.7 FT) WEST OF THE ENTRANCE ROAD CENTER, 3.1 M (10.2
 GL1383'FT) SOUTHWEST OF A UTILITY POLE, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE
 GL1383'ROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 GL1383'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THIS STATION
 GL1383'WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1527 ***********************************************************************
 GL1527  FBN         -  This is a Federal Base Network Control Station.
 GL1527  PACS        -  This is a Primary Airport Control Station.
 GL1527  DESIGNATION -  ARONICA AZ MK 2
 GL1527  PID         -  GL1527
 GL1527  STATE/COUNTY-  TX/HARTLEY
 GL1527  USGS QUAD   -  DALHART WEST (1973)
 GL1527
 GL1527                         *CURRENT SURVEY CONTROL
 GL1527  ___________________________________________________________________
 GL1527* NAD 83(1993)-  36 01 59.72347(N)    102 33 04.06254(W)     ADJUSTED  
 GL1527* NAVD 88     -      1216.10   (meters)    3989.8    (feet)  GPS OBS   
 GL1527  ___________________________________________________________________
 GL1527  X           -  -1,122,364.816 (meters)                     COMP
 GL1527  Y           -  -5,041,366.566 (meters)                     COMP
 GL1527  Z           -   3,731,877.222 (meters)                     COMP
 GL1527  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 GL1527  ELLIP HEIGHT-        1191.33  (meters)          (05/01/00) GPS OBS
 GL1527  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 GL1527
 GL1527  HORZ ORDER  -  B
 GL1527  ELLP ORDER  -  THIRD     CLASS I
 GL1527
 GL1527.This mark is at Dalhart Muni (DHT) Airport (DHT)
 GL1527
 GL1527.The horizontal coordinates were established by GPS observations
 GL1527.and adjusted by the National Geodetic Survey in February 1996..
 GL1527
 GL1527.The orthometric height was determined by GPS observations and a
 GL1527.high-resolution geoid model.
 GL1527
 GL1527.GPS derived orthometric heights for airport stations designated as
 GL1527.PACS or SACS are published to 2 decimal places.  This maintains
 GL1527.centimeter relative accuracy between the PACS and SACS.  It does
 GL1527.not indicate centimeter accuracy relative to other marks which are
 GL1527.part of the NAVD 88 network.
 GL1527
 GL1527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL1527
 GL1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1527
 GL1527.The ellipsoidal height was determined by GPS observations
 GL1527.and is referenced to NAD 83.
 GL1527
 GL1527.The geoid height was determined by GEOID03.
 GL1527
 GL1527;                    North         East     Units Scale Factor Converg.
 GL1527;SPC TX N     - 1,226,072.049   105,270.962   MT  0.99996844   -0 36 33.0
 GL1527;SPC TX N     - 4,022,538.05    345,376.48   sFT  0.99996844   -0 36 33.0
 GL1527;UTM  13      - 3,990,411.793   720,639.127   MT  1.00019988   +1 26 28.1
 GL1527
 GL1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1527!SPC TX N     -   0.99981306  x   0.99996844  =   0.99978150
 GL1527!UTM  13      -   0.99981306  x   1.00019988  =   1.00001290
 GL1527
 GL1527|---------------------------------------------------------------------|
 GL1527| PID    Reference Object                     Distance      Geod. Az  |
 GL1527|                                                           dddmmss.s |
 GL1527| AD9693 DHT A                               376.580 METERS 07446     |
 GL1527| GL1383 ARONICA                             APPROX. 0.6 KM 1823255.4 |
 GL1527|---------------------------------------------------------------------|
 GL1527
 GL1527                          SUPERSEDED SURVEY CONTROL
 GL1527
 GL1527  ELLIP H (02/20/96) 1191.33   (m)                       GP(       ) 1 2
 GL1527  NAD 83(1993)-  36 01 59.71885(N)    102 33 04.06213(W) AD(       ) 3
 GL1527  ELLIP H (02/16/96) 1191.23   (m)                       GP(       ) 5 1
 GL1527  NAD 83(1993)-  36 01 59.71776(N)    102 33 04.06459(W) AD(       ) 3
 GL1527  NAD 83(1993)-  36 01 59.72704(N)    102 33 04.05393(W) AD(       ) 3
 GL1527  ELLIP H (12/21/93) 1187.79   (m)                       GP(       ) 4 1
 GL1527  NAD 83(1993)-  36 01 59.72708(N)    102 33 04.05983(W) AD(       ) 3
 GL1527  ELLIP H (01/07/93) 1187.79   (m)                       GP(       ) 4 2
 GL1527  NAD 83(1986)-  36 01 59.72983(N)    102 33 04.05155(W) AD(       ) 3
 GL1527  NAD 27      -  36 01 59.61384(N)    102 33 02.34452(W) AD(       ) 3
 GL1527  NGVD 29 (12/08/88) 1214.7    (m)         3985.     (f) GPS OBS        
 GL1527
 GL1527.Superseded values are not recommended for survey control.
 GL1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1527.See file dsdata.txt to determine how the superseded data were derived.
 GL1527
 GL1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2063990412(NAD 83)
 GL1527_MARKER: I = METAL ROD
 GL1527_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GL1527_SP_SET: OBJECT DRIVEN INTO GROUND
 GL1527_STAMPING: ARONICA AZ MK 2 1953 1988
 GL1527_MARK LOGO: NGS   
 GL1527_PROJECTION: FLUSH
 GL1527_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1527+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1999
 GL1527_ROD/PIPE-DEPTH: 12.5 meters
 GL1527_SLEEVE-DEPTH  : 0.9 meters
 GL1527
 GL1527  HISTORY     - Date     Condition        Report By
 GL1527  HISTORY     - 1988     MONUMENTED       NGS
 GL1527  HISTORY     - 19950603 GOOD             NGS
 GL1527  HISTORY     - 19980127 GOOD             NGS
 GL1527  HISTORY     - 19990414 GOOD             NGS
 GL1527  HISTORY     - 19991124 GOOD             NGS
 GL1527
 GL1527                          STATION DESCRIPTION
 GL1527
 GL1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GL1527'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 GL1527'SOUTH OF DALHART AT
 GL1527'THE DALHART MUNICIPAL AIRPORT IN A GRASSY VACANT LOT.
 GL1527'OWNERSHIP--CITY OF DALHART, PO BOX 1871, DALHART TX 79022.  AIRPORT
 GL1527'MANAGER IS GEORGE BRIANT, PHONE 806-249-5511.
 GL1527'
 GL1527'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 87, 87
 GL1527'BUSINESS, 287, 385 AND 54 IN DALHART, GO
 GL1527'SOUTHWEST FOR 0.7 KM (0.45 MI) ON US HIGHWAYS 54 AND 87 BUSINESS TO
 GL1527'A CROSS STREET.  TURN RIGHT AND GO WEST ON US HIGHWAY 54 FOR 3.0 KM
 GL1527'(1.85 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH ON FARM
 GL1527'ROAD 3139 FOR 1.3 KM (0.8 MI) TO A FORK.  KEEP RIGHT FORK FOR 0.2
 GL1527'KM (0.1 MI) TO A SIDE ROAD LEFT.  TURN LEFT FOR 0.2 KM (0.15 MI) TO
 GL1527'THE MARK ON THE LEFT.
 GL1527'
 GL1527'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 GL1527'DRIVEN INTO THE GROUND 12.5 METERS AND INSIDE A 1-INCH PVC PIPE
 GL1527'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 GL1527'PVC PIPE WITH A LOGO CAP STAMPED---ARONICA AZ MK 2 1988---, THE ROD
 GL1527'IS RECESSED 5 CM BELOW THE GROUND.  LOCATED 13.7 METERS (45.0 FT)
 GL1527'EAST OF THE STREET CENTER, 13.4 METERS (43.9 FT) SOUTH OF A STREET
 GL1527'CENTER, 1.5 METERS (5.0 FT) WEST OF THE NORTHWEST CORNER OF A LOW
 GL1527'CONCRETE BUILDING FOUNDATION, 0.5 METER (1.6 FT) HIGHER THAN THE
 GL1527'ROAD JUNCTION AND IN THE LAWN AREA.
 GL1527'
 GL1527'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GL1527'
 GL1527'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GL1527'
 GL1527'DESCRIBED BY WALTER C. GUNN.
 GL1527
 GL1527                          STATION RECOVERY (1995)
 GL1527
 GL1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GL1527'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI)  SOUTH OF DALHART, AT
 GL1527'THE DALHART MUNICIPAL AIRPORT.  EAST OF THE ENTRANCE ROAD PARALLELING
 GL1527'RUNWAY 17-35, NEAR THE NORTHWEST CORNER OF A VACANT GRASS LOT SOUTH OF
 GL1527'THE FIRST ROAD TO THE LEFT.  OWNERSHIP--CITY OF DALHART, P.O.  BOX
 GL1527'1871, DALHART, TX.  79022.  AIRPORT MANAGER GEORGE BRIANT, PHONE
 GL1527'806-249-5511.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 GL1527'87, 87 BUSINESS, 287, 385 AND 54 IN DALHART.  GO WEST, THEN SOUTH,
 GL1527'THEN WEST 3.68 KM (2.30 MI)  ON HIGHWAY 54 TO A PAVED ROAD LEFT.  TURN
 GL1527'LEFT, SOUTH, 1.2 KM (0.75 MI)  ON FARM ROAD 3139 TO A FORK.  BEAR
 GL1527'RIGHT, WEST, 0.2 KM (0.10 MI)  TO A ROAD LEFT.  TURN LEFT, SOUTH, 0.31
 GL1527'KM (0.20 MI)  TO THE STATION ON THE LEFT.  STATION IS 13.6 M (44.6 FT)
 GL1527'EAST OF THE ENTRANCE ROAD CENTER, 13.6 M (44.6 FT)  SOUTH OF A STREET
 GL1527'CENTER, 1.6 M (5.2 FT)  WEST OF THE NORTHWEST CORNER OF A CONCRETE
 GL1527'FOUNDATION AND WITNESS POST, AND 0.5 M (1.6 FT)  ABOVE THE LEVEL OF
 GL1527'THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 GL1527'CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY R.G.  HAYES
 GL1527
 GL1527                          STATION RECOVERY (1998)
 GL1527
 GL1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 GL1527'RECOVERED AS DESCRIBED.  BY R.G. HAYES
 GL1527
 GL1527                          STATION RECOVERY (1999)
 GL1527
 GL1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GL1527'RECOVERED AS DESCRIBED.
 GL1527
 GL1527                          STATION RECOVERY (1999)
 GL1527
 GL1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GL1527'RECOVERED AS DESCRIBED.  NOTE--AIRPORT MANAGER IS CURRENTLY MR. GREG
 GL1527'DUGGAN.  THIS STATION WAS USED AS A CTCORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0782 ***********************************************************************
 CC0782  DESIGNATION -  AROYA
 CC0782  PID         -  CC0782
 CC0782  STATE/COUNTY-  TX/WARD
 CC0782  USGS QUAD   -  PYOTE NE (1969)
 CC0782
 CC0782                         *CURRENT SURVEY CONTROL
 CC0782  ___________________________________________________________________
 CC0782* NAD 83(1993)-  31 38 58.52247(N)    103 02 37.25878(W)     ADJUSTED  
 CC0782* NAVD 88     -       834.7    (meters)    2739.     (feet)  VERTCON   
 CC0782  ___________________________________________________________________
 CC0782  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 CC0782  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CC0782
 CC0782  HORZ ORDER  -  FIRST
 CC0782
 CC0782.The horizontal coordinates were established by classical geodetic methods
 CC0782.and adjusted by the National Geodetic Survey in February 1996..
 CC0782
 CC0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0782
 CC0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0782
 CC0782.The geoid height was determined by GEOID03.
 CC0782
 CC0782;                    North         East     Units Scale Factor Converg.
 CC0782;SPC TX C     - 3,222,954.381   442,960.748   MT  0.99994557   -1 23 45.6
 CC0782;SPC TX C     -10,573,976.16  1,453,280.39   sFT  0.99994557   -1 23 45.6
 CC0782;UTM  13      - 3,503,258.545   685,500.218   MT  1.00002441   +1 01 36.5
 CC0782
 CC0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0782!SPC TX C     -   0.99987266  x   0.99994557  =   0.99981823
 CC0782!UTM  13      -   0.99987266  x   1.00002441  =   0.99989706
 CC0782
 CC0782|---------------------------------------------------------------------|
 CC0782| PID    Reference Object                     Distance      Geod. Az  |
 CC0782|                                                           dddmmss.s |
 CC0782| CH7868 AROYA RM 1                           16.459 METERS 02159     |
 CC0782| CH7866 AROYA AZ MK                                        1621526.4 |
 CC0782| CH7867 AROYA RM                             15.716 METERS 25628     |
 CC0782| CC0780 WINK MUNICIPAL TANK                 APPROX.16.1 KM 3183638.2 |
 CC0782|---------------------------------------------------------------------|
 CC0782
 CC0782                          SUPERSEDED SURVEY CONTROL
 CC0782
 CC0782  NAD 83(1993)-  31 38 58.52492(N)    103 02 37.25181(W) AD(       ) 1
 CC0782  NAD 83(1986)-  31 38 58.52488(N)    103 02 37.25174(W) AD(       ) 1
 CC0782  NAD 27      -  31 38 58.05300(N)    103 02 35.68500(W) AD(       ) 1
 CC0782  NGVD 29 (07/19/86)  834.4    (m)         2738.     (f) VERT ANG       
 CC0782
 CC0782.Superseded values are not recommended for survey control.
 CC0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0782.See file dsdata.txt to determine how the superseded data were derived.
 CC0782
 CC0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR8550003259(NAD 83)
 CC0782_MARKER: P = PIPE CAP
 CC0782_SETTING: 0 = UNSPECIFIED SETTING
 CC0782
 CC0782  HISTORY     - Date     Condition        Report By
 CC0782  HISTORY     - 1909     MONUMENTED       CGS
 CC0782  HISTORY     - 1935     SEE DESCRIPTION  CGS
 CC0782  HISTORY     - 1938     GOOD             TXHD
 CC0782  HISTORY     - 1945     GOOD             CGS
 CC0782  HISTORY     - 1947     GOOD             PHILIP
 CC0782  HISTORY     - 1951     GOOD             USE
 CC0782  HISTORY     - 1967     GOOD             CGS
 CC0782
 CC0782                          STATION DESCRIPTION
 CC0782
 CC0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CC0782'STATION IS 9 MILES DIRECT, OR 11-1/2 MILES BY ROAD, WNW FROM
 CC0782'MONAHANS, A TOWN ON THE TEXAS AND PACIFIC RAILWAY, 6 MILES
 CC0782'DIRECT, N 35 DEG W FROM THE SECTION HOUSE AT AROYA SWITCH ON
 CC0782'THE SAME RAILROAD, AND ON THE HIGHEST POINT OF A FLAT-TOP
 CC0782'KNOLL IN THE MC ELROY PASTURE.  SURFACE MARK IS A CAP STATION
 CC0782'MARK ON AN IRON PIPE 30 INCHES LONG WHICH IS EMBEDDED IN A
 CC0782'CYLINDER OF CONCRETE 20 INCHES IN DIAMETER.
 CC0782'
 CC0782'UNDERGROUND MARK IS AN IRON SPIKE SET POINT UP IN CEMENT IN
 CC0782'DRILL HOLE OR DEPRESSION IN BEDROCK.
 CC0782'
 CC0782'REFERENCE MARK IS A 3/4-INCH IRON ROD 18 INCHES LONG SET IN A
 CC0782'CYLINDER OF CONCRETE 12 INCHES IN DIAMETER AND 20 INCHES LONG.
 CC0782'IT IS 15.714 METERS (51.56 FEET) FROM THE STATION,
 CC0782'S 76 DEG 27 MIN W.  THE CENTER OF A WATER TANK IS ABOUT 1-1/4
 CC0782'MILES DISTANT N 07 DEG 22 MIN W.
 CC0782
 CC0782                          STATION RECOVERY (1935)
 CC0782
 CC0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0782'STATION WAS RECOVERED AS DESCRIBED AND A REVISED DESCRIPTION
 CC0782'OF THE STATION FOLLOWS--
 CC0782'
 CC0782'THE STATION IS LOCATED ABOUT 9 MILES WNW OF MONAHANS, 1 MILE
 CC0782'W AND 6 MILES N OF WICKETT, A SMALL OIL TOWN ON U.S. HIGHWAY 80
 CC0782'AND THE TEXAS AND PACIFIC RAILROAD.  IT IS ON THE HIGHEST
 CC0782'POINT IN THE IMMEDIATE VICINITY AND IS ON A MESQUITE-COVERED
 CC0782'RIDGE THAT RUNS IN A GENERAL NW AND SE DIRECTION.
 CC0782'
 CC0782'THE ORIGINAL PIPE CAP MARK PROJECTING 2 INCHES ABOVE A CIRCULAR
 CC0782'CONCRETE POST 12 INCHES IN DIAMETER WAS RECOVERED.  HOWEVER, THE
 CC0782'CAP HAD BEEN SPLIT DIAMETRICALLY AND THE W HALF OF THE CAP
 CC0782'WAS LOOSE.  THEREFORE A STANDARD DISK STAMPED AROYA 1909,
 CC0782'WAS SET IN THE PIPE.  PART OF THE CONCRETE ON THE S HALF OF THE
 CC0782'POST HAS BEEN BROKEN OFF.  THIS BREAK DOES NOT EXTEND MORE
 CC0782'THAN FOUR INCHES UNDERGROUND AND THE POST IS SOLID.  1908
 CC0782'IS ETCHED IN THE CONCRETE POST.  THE STATION IS 0.6 MILE N OF
 CC0782'AN E-W POWER LINE, 0.3 MILE W OF A N AND S TRACK ROAD AND 15
 CC0782'YARDS S OF THE N EDGE OF THE RIDGE.
 CC0782'
 CC0782'REFERENCE MARK (1909) IS FLUSH WITH THE GROUND AND IS WSW
 CC0782'OF THE STATION.  IT IS IN EXCELLENT CONDITION.  1908 IS
 CC0782'ETCHED IN THE CONCRETE SURROUNDING THE 1/2-INCH IRON ROD THAT
 CC0782'CONSTITUTES THE MARK.
 CC0782'
 CC0782'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE,
 CC0782'STAMPED AROYA 1935, PROJECTS 4
 CC0782'INCHES AND IS NNE OF THE STATION.
 CC0782'
 CC0782'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 CC0782'STAMPED AROYA 1935, AND PROJECTS 10 INCHES
 CC0782'AND IS SSE OF THE STATION.  IT IS IN THE ABOVE-MENTIONED
 CC0782'E-W POWER LINE AT A POINT 15 FEET NW OF THE FIFTH POLE W OF
 CC0782'THE CORNER POLE AROUND WHICH THE POWER LINE CHANGES ITS COURSE
 CC0782'FROM N-S TO E-W.
 CC0782'
 CC0782'TO REACH THE STATION FROM THE INTERSECTION OF A N-S GRADED
 CC0782'ROAD AND U.S. HIGHWAY 80, 0.4 MILE W OF THE TEXAS AND PACIFIC
 CC0782'RAILROAD DEPOT IN WICKETT (THIS POINT IS 7.3 MILES E VIA
 CC0782'U.S. HIGHWAY 80, OF THE DEPOT IN PYOTE).  LEAVE U.S. HIGHWAY
 CC0782'80, CROSS RAILROAD TRACKS AND GO N ON GRADED ROAD ALONG THE
 CC0782'E SIDE OF A POWER LINE 4.0 MILES TO THE END OF THE GRADE.
 CC0782'(THIS POINT IS 0.8 MILE N OF A TRANSFORMER STATION IN THE POWER
 CC0782'LINE).  CONTINUE N ON TRACK ROAD ALONG THE E SIDE OF THE POWER
 CC0782'LINE 2.0 MILES TO A POINT WHERE THE POWER LINE MAKES A 90
 CC0782'DEGREE TURN TO THE LEFT OR W.  (THE AZIMUTH MARK IS AT THE
 CC0782'FIFTH POLE W OF THIS TURN.) CONTINUE N ON TRACK ROAD 0.6 MILE
 CC0782'TO A POINT WHERE THE ROAD STARTS DOWN A GRADE ON THE N
 CC0782'SLOPE OF THE RIDGE.  HERE LEAVE ROAD, TURN LEFT, AND GO W
 CC0782'ALONG RIDGE 0.3 MILE TO HIGH GROUND AND STATION.
 CC0782'
 CC0782'A 25-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
 CC0782'
 CC0782'NOTE--THE AZIMUTH AND DISTANCE TO REFERENCE MARK (1909) WERE
 CC0782'CHECKED AND FOUND TO BE CORRECT.
 CC0782
 CC0782                          STATION RECOVERY (1938)
 CC0782
 CC0782'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0782'DESCRIPTION GIVEN IN REACHING STATION IS SATISFACTORY.  STATION
 CC0782'AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO ATTEMPT
 CC0782'WAS MADE TO RECOVER AZIMUTH MARK.
 CC0782
 CC0782                          STATION RECOVERY (1945)
 CC0782
 CC0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0782'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION AND
 CC0782'REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES TO
 CC0782'REFERENCE MARKS NOT CHECKED.
 CC0782
 CC0782                          STATION RECOVERY (1947)
 CC0782
 CC0782'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CC0782'STATION AND BOTH REFERENCE MARKS RECOVERED IN PERFECT CONDITION.
 CC0782'AZIMUTH MARK WAS NOT SEARCHED FOR.  STATION MARK IS A DISK
 CC0782'STAMPED AROYA 1909 1935.
 CC0782
 CC0782                          STATION RECOVERY (1951)
 CC0782
 CC0782'RECOVERY NOTE BY US ENGINEERS 1951
 CC0782'STATION FOUND FROM PRESENT DESCRIPTION, BUT FOUR-WHEEL DRIVE
 CC0782'VEHICLE NEEDED.  A NEW DESCRIPTION FOR TWO-WHEEL DRIVE VEHICLES
 CC0782'FOLLOWS--
 CC0782'
 CC0782'FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 82
 CC0782'AT MONAHANS, GO N ON STATE HIGHWAY 82 FOR 7.8 MI. TO THE
 CC0782'JUNCTION OF FARM ROAD 1219 AND STATE HIGHWAY 82.  CONTINUE
 CC0782'ON STATE HIGHWAY 82 FOR 0.5 MI. TO THE NEXT RAILROAD CROSSING.
 CC0782'CROSS OVER THE RAILROAD, TURN LEFT FOR 300 FT. TO A CATTLE
 CC0782'GUARD.  PASS OVER THE CATTLE GUARD AND MAKE A SHARP RIGHT
 CC0782'TURN ON A GRADED ROAD.  GO 0.2 MI. TO THE POINT WHERE THE
 CC0782'ROAD TURNS LEFT (W).  CONTINUE ON THE MAIN GRADED ROAD FOR
 CC0782'0.8 MI. TO A STEEL-AND-WOOD CATTLE GUARD AND THE INTERSECTION
 CC0782'OF N-S AND E-W ROADS.  PASS OVER THE CATTLE GUARD AND
 CC0782'CONTINUE W ON THE MAIN GRADED ROAD FOR 1.3 MI.  TURN RIGHT
 CC0782'AND TRAVEL ACROSS COUNTRY FOR 0.2 MI. TO THE TOP OF A RIDGE
 CC0782'AND THE STATION.  A WITNESS POST OF 3/4-IN. REINFORCING
 CC0782'STEEL WAS ERECTED.  IT PROJECTS ABOUT 3 FT. AND IS
 CC0782'PAINTED WHITE.
 CC0782'
 CC0782'REFERENCE MARK (1909), REFERENCE MARK 1, AND AZIMUTH MARK WERE
 CC0782'FOUND IN GOOD CONDITION.
 CC0782
 CC0782                          STATION RECOVERY (1967)
 CC0782
 CC0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ADL)
 CC0782'STATION RECOVERED.
 CC0782'
 CC0782'TO REACH--FROM MONAHANS GO NW 7.5 MILES ALONG STATE HWY 18
 CC0782'FROM ITS JUNCTION WITH U.S. HWY 80 THEN LEFT 0.2 MILE ALONG
 CC0782'FARMROAD 1219, THEN RIGHT ACROSS A CATTLE GUARD AND GO N FOR
 CC0782'0.7 MILE TO ROAD CORNER, CONTINUE ALONG THIS ROAD W FOR 1.9
 CC0782'MILES, TURN RIGHT FOR 0.2 MILE TO OIL WELL LOCATION (GULF
 CC0782'OIL WELL 452).  STATION IS ON HIGH POINT ABOUT 0.1 MILES NW OF
 CC0782'THE OIL WELL.
 CC0782'
 CC0782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MONAHANS
 CC0782'9 MILES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0772 ***********************************************************************
 AB0772  DESIGNATION -  ARP
 AB0772  PID         -  AB0772
 AB0772  STATE/COUNTY-  TX/CAMERON
 AB0772  USGS QUAD   -  LA FERIA (1970)
 AB0772
 AB0772                         *CURRENT SURVEY CONTROL
 AB0772  ___________________________________________________________________
 AB0772* NAD 83(1986)-  26 12 31.     (N)    097 45 28.     (W)     SCALED    
 AB0772* NAVD 88     -        12.923  (meters)      42.40   (feet)  ADJUSTED  
 AB0772  ___________________________________________________________________
 AB0772  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AB0772  DYNAMIC HT  -          12.902 (meters)      42.33  (feet)  COMP
 AB0772  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 AB0772
 AB0772  VERT ORDER  -  SECOND    CLASS 0
 AB0772
 AB0772.The horizontal coordinates were scaled from a topographic map and have
 AB0772.an estimated accuracy of +/- 6 seconds.
 AB0772
 AB0772.The orthometric height was determined by differential leveling
 AB0772.and adjusted by the National Geodetic Survey in June 1991..
 AB0772
 AB0772.The geoid height was determined by GEOID03.
 AB0772
 AB0772.The dynamic height is computed by dividing the NAVD 88
 AB0772.geopotential number by the normal gravity value computed on the
 AB0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0772.degrees latitude (g = 980.6199 gals.).
 AB0772
 AB0772.The modeled gravity was interpolated from observed gravity values.
 AB0772
 AB0772;                    North         East    Units  Estimated Accuracy
 AB0772;SPC TX S     - 5,060,260.      374,180.      MT  (+/- 180 meters Scaled)
 AB0772
 AB0772                          SUPERSEDED SURVEY CONTROL
 AB0772
 AB0772  NGVD 29 (??/??/92)   13.038  (m)           42.78   (f) ADJ UNCH    2 0
 AB0772
 AB0772.Superseded values are not recommended for survey control.
 AB0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0772.See file dsdata.txt to determine how the superseded data were derived.
 AB0772
 AB0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP241993(NAD 83)
 AB0772_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0772_SP_SET: BLOCK
 AB0772_STAMPING: ARP 1963
 AB0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0772
 AB0772  HISTORY     - Date     Condition        Report By
 AB0772  HISTORY     - 1963     MONUMENTED
 AB0772  HISTORY     - 1963     GOOD             NGS
 AB0772  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0772  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0772
 AB0772                          STATION DESCRIPTION
 AB0772
 AB0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0772'IN HARLINGEN.
 AB0772'THE STATION IS LOCATED AT THE HARLINGEN MUNICIPAL AIRPORT, HARVEY
 AB0772'RICHARDS FIELD, AT THE APPROXIMATE CENTER OF THE RUNWAY SYSTEM.  IT IS
 AB0772'75 FT. S OF THE E-W TAXIWAY, 149 FT. E OF THE CENTERLINE OF RUNWAY 17
 AB0772'- 35, AND 259 FT. SW OF THE PAINTED CENTERLINE OF RUNWAY 14 - 32. THE
 AB0772'STATION IS A STANDARD TOPO DISK STAMPED ARP 1963, SET IN A SQUARE
 AB0772'CONCRETE BLOCK FLUSH WITH THE GROUND.
 AB0772
 AB0772                          STATION RECOVERY (1991)
 AB0772
 AB0772'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0772'MARK NOT FOUND.
 AB0772
 AB0772                          STATION RECOVERY (1993)
 AB0772
 AB0772'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0110 ***********************************************************************
 AH0110  DESIGNATION -  ARP
 AH0110  PID         -  AH0110
 AH0110  STATE/COUNTY-  TX/NUECES
 AH0110  USGS QUAD   -  ANNAVILLE (1975)
 AH0110
 AH0110                         *CURRENT SURVEY CONTROL
 AH0110  ___________________________________________________________________
 AH0110* NAD 83(1986)-  27 46 20.     (N)    097 30 09.     (W)     SCALED    
 AH0110* NAVD 88     -        11.328  (meters)      37.17   (feet)  ADJUSTED  
 AH0110  ___________________________________________________________________
 AH0110  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH0110  DYNAMIC HT  -          11.311 (meters)      37.11  (feet)  COMP
 AH0110  MODELED GRAV-     979,123.9   (mgal)                       NAVD 88
 AH0110
 AH0110  VERT ORDER  -  SECOND    CLASS 0
 AH0110
 AH0110.This mark is at Corpus Christi Intl (CRP) Airport (CRP)
 AH0110
 AH0110.The horizontal coordinates were scaled from a topographic map and have
 AH0110.an estimated accuracy of +/- 6 seconds.
 AH0110
 AH0110.The orthometric height was determined by differential leveling
 AH0110.and adjusted by the National Geodetic Survey in June 1991..
 AH0110
 AH0110.The geoid height was determined by GEOID03.
 AH0110
 AH0110.The dynamic height is computed by dividing the NAVD 88
 AH0110.geopotential number by the normal gravity value computed on the
 AH0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0110.degrees latitude (g = 980.6199 gals.).
 AH0110
 AH0110.The modeled gravity was interpolated from observed gravity values.
 AH0110
 AH0110;                    North         East    Units  Estimated Accuracy
 AH0110;SPC TX S     - 5,233,670.      398,320.      MT  (+/- 180 meters Scaled)
 AH0110
 AH0110                          SUPERSEDED SURVEY CONTROL
 AH0110
 AH0110  NGVD 29 (??/??/92)   11.612  (m)           38.10   (f) ADJ UNCH    2 0
 AH0110
 AH0110.Superseded values are not recommended for survey control.
 AH0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0110.See file dsdata.txt to determine how the superseded data were derived.
 AH0110
 AH0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR475728(NAD 83)
 AH0110_MARKER: DD = SURVEY DISK
 AH0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0110_STAMPING: ARP 1963
 AH0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0110+STABILITY: SURFACE MOTION
 AH0110
 AH0110  HISTORY     - Date     Condition        Report By
 AH0110  HISTORY     - 1963     MONUMENTED       CGS
 AH0110  HISTORY     - 1973     POOR             NGS
 AH0110  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0110  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH0110
 AH0110                          STATION DESCRIPTION
 AH0110
 AH0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AH0110'2.0 MI E FROM CLARKWOOD.
 AH0110'THE MARK IS LOCATED AT THE CORPUS CHRISTI INTERNATIONAL AIRPORT,
 AH0110'CORPUS CHRISTI, TEXAS.  ABOUT 600 FEET SOUTH OF THE TERMINAL BUILDING.
 AH0110'286 FEET SOUTHEAST OF THE INTERSECTION OF THE EASTERLY EDGE OF A
 AH0110'TAXIWAY AND THE SOUTH EDGE OF THE CONCRETE RAMP.  AND 281 FEET
 AH0110'NORTHEAST OF THE WESTERN MOST HEADWALL OF THREE HEADWALLS IN THE
 AH0110'INFIELD SOUTH OF THE RAMP.  THE MARK IS A STANDARD C AND GS TOPO DISK
 AH0110'IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AH0110
 AH0110                          STATION RECOVERY (1973)
 AH0110
 AH0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AH0110'MARK RECOVERED IN POOR CONDITION.
 AH0110
 AH0110                          STATION RECOVERY (1978)
 AH0110
 AH0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0110'NOT RECOVERED THIS DATE. TOPOGRAPHIC STATION DISK.
 AH0110
 AH0110                          STATION RECOVERY (2001)
 AH0110
 AH0110'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1262 ***********************************************************************
 CR1262  DESIGNATION -  ARP
 CR1262  PID         -  CR1262
 CR1262  STATE/COUNTY-  TX/SMITH
 CR1262  USGS QUAD   -  HOPE POND (1966)
 CR1262
 CR1262                         *CURRENT SURVEY CONTROL
 CR1262  ___________________________________________________________________
 CR1262* NAD 83(1993)-  32 15 19.87889(N)    095 04 11.41866(W)     ADJUSTED  
 CR1262* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 CR1262  ___________________________________________________________________
 CR1262  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CR1262  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR1262
 CR1262  HORZ ORDER  -  THIRD
 CR1262
 CR1262.The horizontal coordinates were established by classical geodetic methods
 CR1262.and adjusted by the National Geodetic Survey in February 1996..
 CR1262
 CR1262.The orthometric height was scaled from a topographic map.
 CR1262
 CR1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1262
 CR1262.The geoid height was determined by GEOID03.
 CR1262
 CR1262;                    North         East     Units Scale Factor Converg.
 CR1262;SPC TXNC     - 2,070,575.812   923,156.974   MT  0.99996840   +1 52 14.8
 CR1262;SPC TXNC     - 6,793,214.14  3,028,724.17   sFT  0.99996840   +1 52 14.8
 CR1262;SPC TX C     - 3,298,747.049 1,195,854.935   MT  1.00012122   +2 42 39.6
 CR1262;SPC TX C     -10,822,639.28  3,923,400.73   sFT  1.00012122   +2 42 39.6
 CR1262;UTM  15      - 3,570,639.069   305,018.439   MT  1.00006885   -1 06 18.0
 CR1262
 CR1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1262!SPC TXNC     -   0.99997918  x   0.99996840  =   0.99994758
 CR1262!SPC TX C     -   0.99997918  x   1.00012122  =   1.00010040
 CR1262!UTM  15      -   0.99997918  x   1.00006885  =   1.00004803
 CR1262
 CR1262|---------------------------------------------------------------------|
 CR1262| PID    Reference Object                     Distance      Geod. Az  |
 CR1262|                                                           dddmmss.s |
 CR1262| CX9597 ARP RM 1                             19.210 METERS 07032     |
 CR1262| CX9596 ARP AZ MK                                          1282349.2 |
 CR1262| CR1268 ARP MUNICIPAL TANK                  APPROX. 3.3 KM 1654350.8 |
 CR1262| CR1270 TROUP WEST MUNICIPAL TANK           APPROX.13.2 KM 2023821.9 |
 CR1262| CR1287 GENERAL ELECTRIC CORP WATER TK      APPROX.18.4 KM 2834150.7 |
 CR1262| CX9598 ARP RM 2                             35.973 METERS 30939     |
 CR1262|---------------------------------------------------------------------|
 CR1262
 CR1262                          SUPERSEDED SURVEY CONTROL
 CR1262
 CR1262  NAD 83(1986)-  32 15 19.88745(N)    095 04 11.40518(W) AD(       ) 3
 CR1262  NAD 27      -  32 15 19.33310(N)    095 04 10.61460(W) AD(       ) 3
 CR1262
 CR1262.Superseded values are not recommended for survey control.
 CR1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1262.See file dsdata.txt to determine how the superseded data were derived.
 CR1262
 CR1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR0501870639(NAD 83)
 CR1262_MARKER: DS = TRIANGULATION STATION DISK
 CR1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1262
 CR1262  HISTORY     - Date     Condition        Report By
 CR1262  HISTORY     - 1958     MONUMENTED       CGS
 CR1262  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR1262  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR1262
 CR1262                          STATION DESCRIPTION
 CR1262
 CR1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1262'THE STATION IS LOCATED BETWEEN THE FORKS OF A SIDE ROAD
 CR1262'AND U.S. HIGHWAY 64, ABOUT 2 MILES NORTHWEST OF ARP AND
 CR1262'6 MILES SOUTHWEST OF OVERTON.  IT IS ABOUT 4 FEET ABOVE
 CR1262'ROAD LEVEL, 57 FEET NORTH OF THE CENTER OF HIGHWAY 64, 71
 CR1262'FEET EAST OF THE INSIDE POINT OF A Y-ROAD INTERSECTION AND
 CR1262'13 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS A FLUSH
 CR1262'MARK AND IS STAMPED ARP 1958.
 CR1262'
 CR1262'REFERENCE MARK NO 1 IS 31 FEET SOUTH-SOUTHEAST OF THE CENTER
 CR1262'OF THE SIDE ROAD.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 CR1262'ARP NO 1 1958.
 CR1262'
 CR1262'REFERENCE MARK NO 2 IS 70 FEET NORTH OF THE CENTER OF HIGHWAY
 CR1262'64, 44 FEET NORTHWEST OF THE CENTER OF THE SIDE ROAD, 34
 CR1262'FEET NORTH OF A STOP SIGN AND 1 FOOT SOUTH OF A FENCE.  THE
 CR1262'MARK PROJECTS 3 INCHES AND IS STAMPED ARP NO 2 1958.
 CR1262'
 CR1262'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 CR1262'NO 2 IS 159.83 FEET
 CR1262'
 CR1262'THE AZIMUTH MARK IS ON THE CREST OF A SMALL HILL, 60 FEET
 CR1262'SOUTH OF THE CENTER OF HIGHWAY 64, 2 FEET NORTHWEST OF A
 CR1262'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 CR1262'5 INCHES AND IS STAMPED ARP 1958.
 CR1262'
 CR1262'TO REACH THE STATION FROM THE ARP POST OFFICE GO NORTHERLY
 CR1262'ON STATE HIGHWAY 135 FOR 1.2 MILES TO THE CLOVER LEAF INTERSECTION
 CR1262'WITH U.S. HIGHWAY 64, GO WESTERLY ON HIGHWAY 64 FOR 2.2
 CR1262'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WESTERLY
 CR1262'FOR 0.2 MILE TO A REVERSE Y SIDE ROAD RIGHT AND THE STATION
 CR1262'AS DESCRIBED.
 CR1262'
 CR1262'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 CR1262
 CR1262                          STATION RECOVERY (1991)
 CR1262
 CR1262'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 CR1262'MARK NOT FOUND.
 CR1262
 CR1262                          STATION RECOVERY (1996)
 CR1262
 CR1262'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9556 ***********************************************************************
 AB9556  SACS        -  This is a Secondary Airport Control Station.
 AB9556  DESIGNATION -  ARP 1964 VCT
 AB9556  PID         -  AB9556
 AB9556  STATE/COUNTY-  TX/VICTORIA
 AB9556  USGS QUAD   -  VICTORIA EAST (1995)
 AB9556
 AB9556                         *CURRENT SURVEY CONTROL
 AB9556  ___________________________________________________________________
 AB9556* NAD 83(1993)-  28 51 07.83116(N)    096 55 04.70220(W)     ADJUSTED  
 AB9556* NAVD 88     -        31.90   (meters)     104.7    (feet)  GPS OBS   
 AB9556  ___________________________________________________________________
 AB9556  X           -    -673,398.044 (meters)                     COMP
 AB9556  Y           -  -5,550,063.730 (meters)                     COMP
 AB9556  Z           -   3,059,563.243 (meters)                     COMP
 AB9556  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AB9556  ELLIP HEIGHT-           4.38  (meters)          (07/17/01) GPS OBS
 AB9556  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AB9556
 AB9556  HORZ ORDER  -  FIRST
 AB9556  ELLP ORDER  -  FIFTH     CLASS I
 AB9556
 AB9556.This mark is at Victoria Reg (VCT) Airport (VCT)
 AB9556
 AB9556.The horizontal coordinates were established by GPS observations
 AB9556.and adjusted by the National Geodetic Survey in January 1997..
 AB9556
 AB9556.The orthometric height was determined by GPS observations and a
 AB9556.high-resolution geoid model.
 AB9556
 AB9556.GPS derived orthometric heights for airport stations designated as
 AB9556.PACS or SACS are published to 2 decimal places.  This maintains
 AB9556.centimeter relative accuracy between the PACS and SACS.  It does
 AB9556.not indicate centimeter accuracy relative to other marks which are
 AB9556.part of the NAVD 88 network.
 AB9556
 AB9556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9556
 AB9556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9556
 AB9556.The ellipsoidal height was determined by GPS observations
 AB9556.and is referenced to NAD 83.
 AB9556
 AB9556.The geoid height was determined by GEOID03.
 AB9556
 AB9556;                    North         East     Units Scale Factor Converg.
 AB9556;SPC TXSC     - 4,114,724.128   803,127.069   MT  0.99989848   +1 01 12.0
 AB9556;SPC TXSC     -13,499,724.08  2,634,926.06   sFT  0.99989848   +1 01 12.0
 AB9556;UTM  14      - 3,193,389.287   703,101.214   MT  1.00010907   +1 00 18.1
 AB9556
 AB9556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9556!SPC TXSC     -   0.99999931  x   0.99989848  =   0.99989779
 AB9556!UTM  14      -   0.99999931  x   1.00010907  =   1.00010838
 AB9556
 AB9556                          SUPERSEDED SURVEY CONTROL
 AB9556
 AB9556  ELLIP H (01/07/97)    4.54   (m)                       GP(       ) 5 1
 AB9556
 AB9556.Superseded values are not recommended for survey control.
 AB9556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9556.See file dsdata.txt to determine how the superseded data were derived.
 AB9556
 AB9556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0310193389(NAD 83)
 AB9556_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB9556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9556_STAMPING: ARP 1964
 AB9556_MARK LOGO: CGS   
 AB9556_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9556+STABILITY: SURFACE MOTION
 AB9556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9556+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1995
 AB9556
 AB9556  HISTORY     - Date     Condition        Report By
 AB9556  HISTORY     - 1964     MONUMENTED       CGS
 AB9556  HISTORY     - 19930615 GOOD             NGS
 AB9556  HISTORY     - 19950127 GOOD             NGS
 AB9556
 AB9556                          STATION DESCRIPTION
 AB9556
 AB9556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AB9556'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE AIRPORT.  IT
 AB9556'IS 300 FT (91.4 M) NE OF RWY 12L/30R (NE EDGE) , 150 FT (45.7 M) SE OF
 AB9556'THE SE EDGE OF RWY 6/24, 426.64 FT (130.04 M) E OF THE INTERSECTION OF
 AB9556'THE SE EDGE OF RUWAY 6/24 AND THE NE EDGE OF RWY 12L/30R.  THE MARK IS
 AB9556'A STANDARD TOPO DISK STAMPED ARP 1964 SET IN A CONCRETE MONUMENT FLUSH
 AB9556'WITH THE GROUND.
 AB9556
 AB9556                          STATION RECOVERY (1995)
 AB9556
 AB9556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB9556'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHEAST OF VICTORIA AT
 AB9556'THE VICTORIA REGIONAL AIRPORT, NEAR MID-FIELD, SOUTHEAST OF THE
 AB9556'INTERSECTION OF RUNWAYS 12L-30R AND 6-24.  FOR ACCESS CONTACT DAVE
 AB9556'ROUSH, AIRPORT MANAGER VICTORIA REGIONAL AIRPORT, RT 6, VICTORIA, TX
 AB9556'77904.  PHONE (512) 578-2704.  TO REACH THE STATION FROM THE JUNCTION
 AB9556'OF U.S.  HIGHWAY 59 AND LOOP 463 AT THE NORTH EDGE OF VICTORIA,
 AB9556'PROCEED NORTHERLY ON U.S.  HIGHWAY 59 FOR 1.25 MI (2.01 KM) TO THE
 AB9556'ENTRANCE OF THE AIRPORT ON THE LEFT.  TURN LEFT, NORTHWESTERLY
 AB9556'FOLLOWING AIRLINE ROAD TO THE TERMINAL ON THE LEFT AND VICTORIA
 AB9556'AIRLINES HANGAR ON THE RIGHT.  TURN RIGHT, SOUTHEASTERLY FOR 0.15 MI
 AB9556'(0.24 KM) TO A PAVED ROAD ON THE LEFT, TURN LEFT, NORTHEASTERLY FOR
 AB9556'0.1 MI (0.2 KM) TO A GATE.  PASS THRU GATE AND PROCEED NORTHERLY
 AB9556'ACROSS THE RAMP FOR 0.5 MI (0.8 KM) TO RUNWAY END 6.  TURN RIGHT,
 AB9556'NORTHEASTERLY TRAVELING ALONG THE SOUTHERLY EDGE OF RUNWAY 6-24
 AB9556'CROSSING RUNWAY END 12R AND RUNWAY 12L-30R FOR 0.35 MI (0.56 KM) TO
 AB9556'THE STATION ON THE RIGHT.  THE STATION IS LOCATED 426.64 FT (130.04 M)
 AB9556'EAST OF THE INTERSECTION OF THE RUNWAYS, 305.3 FT (93.1 M) NORTHEAST
 AB9556'OF THE SECOND RUNWAY LIGHT SOUTHWEST OF THE INTERSECTION OF THE
 AB9556'RUNWAYS, 146.2 FT (44.6 M) SOUTHEAST OF THE CENTER OF A CIRCULAR METAL
 AB9556'DRAIN IN A 3 FT (0.9 M) X 3 FT (0.9 M) CONCRETE FOUNDATION AND JUST
 AB9556'OFF THE SOUTHERN EDGE OF RUNWAY 6-24, 3.6 FT (1.1 M) EAST OF A WITNESS
 AB9556'POST, AND 3.2 FT (1.0 M) WEST OF AN ORANGE PLASTIC WITNESS POST.  THIS
 AB9556'STATION HAS BEEN DESIGNATED AS A SACS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2786 ***********************************************************************
 AB2786  PACS        -  This is a Primary Airport Control Station.
 AB2786  DESIGNATION -  ARP 2 ADS
 AB2786  PID         -  AB2786
 AB2786  STATE/COUNTY-  TX/DALLAS
 AB2786  USGS QUAD   -  ADDISON (1981)
 AB2786
 AB2786                         *CURRENT SURVEY CONTROL
 AB2786  ___________________________________________________________________
 AB2786* NAD 83(1993)-  32 58 06.40631(N)    096 50 12.57997(W)     ADJUSTED  
 AB2786* NAVD 88     -       195.20   (meters)     640.4    (feet)  GPS OBS   
 AB2786  ___________________________________________________________________
 AB2786  X           -    -637,652.039 (meters)                     COMP
 AB2786  Y           -  -5,318,432.322 (meters)                     COMP
 AB2786  Z           -   3,451,115.062 (meters)                     COMP
 AB2786  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 AB2786  ELLIP HEIGHT-         168.75  (meters)          (10/24/00) GPS OBS
 AB2786  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AB2786
 AB2786  HORZ ORDER  -  B
 AB2786  ELLP ORDER  -  FOURTH    CLASS II
 AB2786
 AB2786.This mark is at Addison (ADS) Airport (ADS)
 AB2786
 AB2786.The horizontal coordinates were established by GPS observations
 AB2786.and adjusted by the National Geodetic Survey in February 1996..
 AB2786
 AB2786.The orthometric height was determined by GPS observations and a
 AB2786.high-resolution geoid model.
 AB2786
 AB2786.GPS derived orthometric heights for airport stations designated as
 AB2786.PACS or SACS are published to 2 decimal places.  This maintains
 AB2786.centimeter relative accuracy between the PACS and SACS.  It does
 AB2786.not indicate centimeter accuracy relative to other marks which are
 AB2786.part of the NAVD 88 network.
 AB2786
 AB2786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2786
 AB2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2786
 AB2786.The ellipsoidal height was determined by GPS observations
 AB2786.and is referenced to NAD 83.
 AB2786
 AB2786.The geoid height was determined by GEOID03.
 AB2786
 AB2786;                    North         East     Units Scale Factor Converg.
 AB2786;SPC TXNC     - 2,145,584.496   755,457.957   MT  0.99987367   +0 54 25.5
 AB2786;SPC TXNC     - 7,039,305.13  2,478,531.65   sFT  0.99987367   +0 54 25.5
 AB2786;UTM  14      - 3,649,866.259   702,166.173   MT  1.00010397   +1 10 39.2
 AB2786
 AB2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2786!SPC TXNC     -   0.99997351  x   0.99987367  =   0.99984718
 AB2786!UTM  14      -   0.99997351  x   1.00010397  =   1.00007747
 AB2786
 AB2786|---------------------------------------------------------------------|
 AB2786| PID    Reference Object                     Distance      Geod. Az  |
 AB2786|                                                           dddmmss.s |
 AB2786| CS1308 ARP ADS                             308.185 METERS 16100     |
 AB2786| AB7648 AP STA A ADS                        455.200 METERS 3500930.7 |
 AB2786|---------------------------------------------------------------------|
 AB2786
 AB2786                          SUPERSEDED SURVEY CONTROL
 AB2786
 AB2786  ELLIP H (02/20/96)  168.83   (m)                       GP(       ) 1 1
 AB2786
 AB2786.Superseded values are not recommended for survey control.
 AB2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2786.See file dsdata.txt to determine how the superseded data were derived.
 AB2786
 AB2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0216649866(NAD 83)
 AB2786_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2786_STAMPING: ARP NO 2 ADS 1969
 AB2786_MARK LOGO: CGS   
 AB2786_PROJECTION: FLUSH
 AB2786_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2786+STABILITY: SURFACE MOTION
 AB2786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2786+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1999
 AB2786
 AB2786  HISTORY     - Date     Condition        Report By
 AB2786  HISTORY     - 1969     MONUMENTED       CGS
 AB2786  HISTORY     - 19690615 GOOD             CGS
 AB2786  HISTORY     - 19950203 GOOD             NGS
 AB2786  HISTORY     - 19990204 GOOD             NGS
 AB2786
 AB2786                          STATION DESCRIPTION
 AB2786
 AB2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AB2786'THE STATION IS LOCATED AT MIDFIELD ALONG THE WEST SIDE OF THE RUNWAY
 AB2786'15-33 AND EAST OF THE FAA CONTROL TOWER.  THE STATION IS 93.0 FT (28.3
 AB2786'M) NW OF THE FIRST RUNWAY LIGHT LOCATED NORTH OF THE INTERSECTION OF
 AB2786'THE RUNWAY AND THE SOUTH EDGE OF THE FAA CONTROL TOWER EXTENDED, 109
 AB2786'FT (33.2 M) NW OF THE SOUTH EDGE OF THE CONTROL TOWER EXTENDED, 70.3
 AB2786'FT (21.4 M) WEST OF THE EDGE OF THE RUNWAY, AND 115.8 FT (35.3 M) SW
 AB2786'OF THE SECOND RUNWAY LIGHT.  THE STATION IS A STANDARD USCGS
 AB2786'TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AB2786'GROUND AND STAMPED ARP 2 ADS 1969.
 AB2786
 AB2786                          STATION RECOVERY (1995)
 AB2786
 AB2786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2786'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF INTERSTATE
 AB2786'HIGHWAY 635, ON THE NORTH SIDE OF DALLAS, IN ADDISON, AT THE ADDISON
 AB2786'AIRPORT, AT MIDFIELD ON THE SOUTHWEST SIDE OF RUNWAY 15-33AND EAST OF
 AB2786'THE FAA CONTROL TOWER.  OWNERSHIP--CITY OF DALLAS, ADDISON AIRPORT OF
 AB2786'TEXAS, INC., 4505 CLAIRE CHENNAULT, DALLAS, TX 75248.  AIRPORT MANAGER
 AB2786'IS EDWARD MORALES.  PHONE 214-248-7733, EXTENSION 105. MAINTENANCE
 AB2786'SUPERVISOR IS DENNIS CALLAHAN.  PHONE 214-233-4305. CONTACT ONE OF
 AB2786'THEM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO
 AB2786'REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 635 AND
 AB2786'STATE HIGHWAY 289 (PRESTON ROAD) , EXIT 21, ON THE NORTHSIDE OF
 AB2786'DALLAS, GO NORTH ON PRESTON ROAD FOR 2.56 KM (1.60 MI) TO A CROSSROAD
 AB2786'(BELT LINE ROAD) .  TURN LEFT, WEST, ON BELT LINE ROAD FOR 2.42 KM
 AB2786'(1.50 MI) TO A PAVED ROAD RIGHT (ADDISON ROAD) .  TURN RIGHT, NORTH,
 AB2786'ON ADDISON ROAD FOR 1.32 KM (0.80 MI) TO A CROSSROAD (AIRPORT PARKWAY)
 AB2786'.  CONTINUE AHEAD, NORTH, ON ADDISON ROAD FOR 1.12 KM (0.70 MI) TO A
 AB2786'CROSSROAD (WEST GROVE DRIVE) .  TURN LEFT, WEST, ON WEST GROVE DRIVE
 AB2786'FOR 0.24 KM (0.15 MI) TO CLAIRE CHENNAULT DRIVE ON THE LEFT.  TURN
 AB2786'LEFT, SOUTH, ON CLAIRE CHENNAULT DRIVE FOR 0.32 KM (0.20 MI) TO A
 AB2786'PAVED ROAD RIGHT LEADING TO THE TERMINAL.  TURN RIGHT, NORTHWEST AND
 AB2786'WEST, ON THE ROAD FOR 0.16 KM (0.10 MI) TO A GATE ON THE NORTH SIDE OF
 AB2786'THE TERMINAL.  FROM THE GATE, PROCEED WEST ACROSS TERMINAL APRON FOR
 AB2786'0.08 KM (0.05 MI) TO TAXIWAY A.  TURN LEFT, SOUTH-SOUTHEAST, ON
 AB2786'TAXIWAY A AND PROCEED 1.37 KM (0.85 MI) TO TAXIWAY P AND AIRPORT
 AB2786'PERIMETER ROAD.  PROCEED SOUTH-SOUTHEAST ON PERIMETER ROAD (GOING
 AB2786'BEHIND RUNWAY END 33) FOR 0.8 KM (0.50 MI) TO TAXIWAY B ON SOUTHWEST
 AB2786'SIDE OF AIRPORT.  CONTINUE NORTH-NORTHWEST ON TAXIWAY B FOR 0.72 KM
 AB2786'(0.45 MI) TO END OF TAXIWAY.  CONTINUE NORTH-NORTHWEST FOR 0.2 KM
 AB2786'(0.10 MI) ON DIRT INFIELD TO BASE OF CONTROL TOWER.  FROM BASE OF
 AB2786'CONTROL TOWER, PROCEED NORTH-NORTHEAST FOR 0.08 KM (0.05 MI) TO
 AB2786'STATION IN MIDFIELD.  STATION IS SET IN THE TOP OF A 25 CM SQUARE
 AB2786'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 33.2 M (108.9 FT)
 AB2786'NORTHEAST OF THE EXTENDED SOUTHEAST EDGE OF THE CONTROL TOWER, 21.8
 AB2786'WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY, AND 35.2 M (115.5
 AB2786'FT) SOUTHWEST OF THE SECOND RUNWAY LIGHT. DESCRIBED BY D.G.  AUG
 AB2786
 AB2786                          STATION RECOVERY (1999)
 AB2786
 AB2786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AB2786'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6217 ***********************************************************************
 AB6217  PACS        -  This is a Primary Airport Control Station.
 AB6217  DESIGNATION -  ARP 2 ELP
 AB6217  PID         -  AB6217
 AB6217  STATE/COUNTY-  TX/EL PASO
 AB6217  USGS QUAD   -  EL PASO (1997)
 AB6217
 AB6217                         *CURRENT SURVEY CONTROL
 AB6217  ___________________________________________________________________
 AB6217* NAD 83(1993)-  31 48 26.38727(N)    106 23 13.86256(W)     ADJUSTED  
 AB6217* NAVD 88     -      1196.32   (meters)    3924.9    (feet)  GPS OBS   
 AB6217  ___________________________________________________________________
 AB6217  X           -  -1,530,917.819 (meters)                     COMP
 AB6217  Y           -  -5,205,911.462 (meters)                     COMP
 AB6217  Z           -   3,342,912.391 (meters)                     COMP
 AB6217  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AB6217  ELLIP HEIGHT-        1172.30  (meters)          (10/24/00) GPS OBS
 AB6217  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AB6217
 AB6217  HORZ ORDER  -  B
 AB6217  ELLP ORDER  -  FOURTH    CLASS II
 AB6217
 AB6217.This mark is at El Paso Intl (ELP) Airport (ELP)
 AB6217
 AB6217.The horizontal coordinates were established by GPS observations
 AB6217.and adjusted by the National Geodetic Survey in August 1996..
 AB6217
 AB6217.The orthometric height was determined by GPS observations and a
 AB6217.high-resolution geoid model.
 AB6217
 AB6217.GPS derived orthometric heights for airport stations designated as
 AB6217.PACS or SACS are published to 2 decimal places.  This maintains
 AB6217.centimeter relative accuracy between the PACS and SACS.  It does
 AB6217.not indicate centimeter accuracy relative to other marks which are
 AB6217.part of the NAVD 88 network.
 AB6217
 AB6217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6217
 AB6217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6217
 AB6217.The ellipsoidal height was determined by GPS observations
 AB6217.and is referenced to NAD 83.
 AB6217
 AB6217.The geoid height was determined by GEOID03.
 AB6217
 AB6217;                    North         East     Units Scale Factor Converg.
 AB6217;SPC TX C     - 3,252,906.782   127,053.744   MT  0.99998047   -3 07 05.1
 AB6217;SPC TX C     -10,672,245.00    416,842.16   sFT  0.99998047   -3 07 05.1
 AB6217;UTM  13      - 3,519,917.860   368,694.055   MT  0.99981264   -0 43 52.5
 AB6217
 AB6217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6217!SPC TX C     -   0.99981596  x   0.99998047  =   0.99979643
 AB6217!UTM  13      -   0.99981596  x   0.99981264  =   0.99962863
 AB6217
 AB6217                          SUPERSEDED SURVEY CONTROL
 AB6217
 AB6217  ELLIP H (08/15/96) 1172.34   (m)                       GP(       ) 2 2
 AB6217
 AB6217.Superseded values are not recommended for survey control.
 AB6217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6217.See file dsdata.txt to determine how the superseded data were derived.
 AB6217
 AB6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6869419918(NAD 83)
 AB6217_MARKER: DD = SURVEY DISK
 AB6217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6217_STAMPING: ARP 2 1962
 AB6217_MARK LOGO: NOS   
 AB6217_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6217+STABILITY: SURFACE MOTION
 AB6217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6217+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2006
 AB6217
 AB6217  HISTORY     - Date     Condition        Report By
 AB6217  HISTORY     - 1962     MONUMENTED       NOS
 AB6217  HISTORY     - 19880615 GOOD             NGS
 AB6217  HISTORY     - 19950512 GOOD             NGS
 AB6217  HISTORY     - 19970328 GOOD             NGS
 AB6217  HISTORY     - 19980416 GOOD             NGS
 AB6217  HISTORY     - 20060723 GOOD             INDIV
 AB6217
 AB6217                          STATION DESCRIPTION
 AB6217
 AB6217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AB6217'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE AIRPORT IN THE
 AB6217'GRASS ISLAND NE OF THE INTERSECTION OF THE TAXIWAYS I AND G.  IT IS
 AB6217'98.2 FT (29.9 M) SE OF THE 8TH TAXIWAY LIGHT ON THE SOUTH SIDE OF
 AB6217'TAXIWAY F, 60.7 FT (18.5 M) SE OF AND PERPENDICULAR TO THE SOUTH EDGE
 AB6217'OF TAXIWAY F, 159.2 FT (48.5 M) NE OF THE 8TH TAXIWAY LIGHT ON THE
 AB6217'NORTH SIDE OF TAXIWAY G, 103.2 FT (31.5 M) NW OF AND PERPENDICULAR TO
 AB6217'THE NORTH EDGE OF TAXIWAY G, 161.7 FT (49.3 M) NW OF THE 9TH TAXIWAY
 AB6217'LIGHT ON THE NORTH SIDE OF TAXIWAY G.  THE STATION IS A STANDARD
 AB6217'TOPOGRAPHIC DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 AB6217'STAMPED ARP 2 1962.
 AB6217
 AB6217                          STATION RECOVERY (1995)
 AB6217
 AB6217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6217'THE STATION IS LOCATED IN THE NORTHEAST PART OF EL PASO, ON THE EL
 AB6217'PASO INTERNATIONAL AIRPORT, NEAR THE CENTER OF THE AIRPORT, BETWEEN
 AB6217'THE PARALELLE TAXIS OF J AND K AND NORTHEAST OF TAXI M.
 AB6217'OWNERSHIP--CITY OF EL PASO, 2 CIVIC CENTER PLAZA EL PASO, TX 79999.
 AB6217'THE MANAGER IS BILL RANKIN, PHONE 915 852-3554.  TO REACH THE AIRPORT
 AB6217'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND AIRWAY BLVD, GO 2.72 KM
 AB6217'(1.70 MI) NORTH TO THE TERMINAL ON THE RIGHT.  ESCORT IS REQUIRED,
 AB6217'MANAGERS OFFICE IS ON THE 2ND FLOOR OF THE TERMINAL.  THE STATION IS
 AB6217'64.8 M (212.6 FT) EAST OF THE EAST CORNER OF A TAXI J -M- SIGN, 57.7 M
 AB6217'(189.3 FT) NORTHWEST OF THE TAXI K CENTERLINE, 37.6 M (123.4 FT) SOUTH
 AB6217'EAST OF THE TAXI J CENTERLINE, 26.3 M (86.3 FT) EAST-SOUTHEAST OF THE
 AB6217'8TH TAXI LIGHT NORTHEAST ALONG TAXI J FROM THE TAXI M SIGN, 0.5 M (1.6
 AB6217'FT) SOUTHWEST OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AB6217'TAXIWAYS, AND THE MONUMENT PROJECTS 4 CM.  BY DEB.  THIS IS A PAC
 AB6217'STATION.
 AB6217
 AB6217                          STATION RECOVERY (1997)
 AB6217
 AB6217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB6217'RECOVERED AS DESCRIBED.
 AB6217
 AB6217                          STATION RECOVERY (1998)
 AB6217
 AB6217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRM)
 AB6217'RECOVERED AS DESCRIBED.
 AB6217
 AB6217                          STATION RECOVERY (2006)
 AB6217
 AB6217'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLC)
 AB6217'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7791 ***********************************************************************
 AB7791  SACS        -  This is a Secondary Airport Control Station.
 AB7791  DESIGNATION -  ARP 2 FTW
 AB7791  PID         -  AB7791
 AB7791  STATE/COUNTY-  TX/TARRANT
 AB7791  USGS QUAD   -  HALTOM CITY (1981)
 AB7791
 AB7791                         *CURRENT SURVEY CONTROL
 AB7791  ___________________________________________________________________
 AB7791* NAD 83(1993)-  32 49 07.53113(N)    097 21 40.86499(W)     ADJUSTED  
 AB7791* NAVD 88     -       206.60   (meters)     677.8    (feet)  GPS OBS   
 AB7791  ___________________________________________________________________
 AB7791  X           -    -687,469.333 (meters)                     COMP
 AB7791  Y           -  -5,321,321.810 (meters)                     COMP
 AB7791  Z           -   3,437,180.776 (meters)                     COMP
 AB7791  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 AB7791  ELLIP HEIGHT-         178.70  (meters)          (07/18/03) GPS OBS
 AB7791  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AB7791
 AB7791  HORZ ORDER  -  FIRST
 AB7791  ELLP ORDER  -  FIFTH     CLASS I
 AB7791
 AB7791.This mark is at Fort Worth Meacham (FTW) Airport (FTW)
 AB7791
 AB7791.The horizontal coordinates were established by GPS observations
 AB7791.and adjusted by the National Geodetic Survey in July 2003..
 AB7791
 AB7791.The orthometric height was determined by GPS observations and a
 AB7791.high-resolution geoid model.
 AB7791
 AB7791.GPS derived orthometric heights for airport stations designated as
 AB7791.PACS or SACS are published to 2 decimal places.  This maintains
 AB7791.centimeter relative accuracy between the PACS and SACS.  It does
 AB7791.not indicate centimeter accuracy relative to other marks which are
 AB7791.part of the NAVD 88 network.
 AB7791
 AB7791.Photographs are available for this station.
 AB7791
 AB7791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7791
 AB7791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7791
 AB7791.The ellipsoidal height was determined by GPS observations
 AB7791.and is referenced to NAD 83.
 AB7791
 AB7791.The geoid height was determined by GEOID03.
 AB7791
 AB7791;                    North         East     Units Scale Factor Converg.
 AB7791;SPC TXNC     - 2,128,332.986   706,612.608   MT  0.99988083   +0 37 15.6
 AB7791;SPC TXNC     - 6,982,705.80  2,318,278.20   sFT  0.99988083   +0 37 15.6
 AB7791;UTM  14      - 3,632,383.871   653,396.625   MT  0.99989015   +0 53 17.9
 AB7791
 AB7791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7791!SPC TXNC     -   0.99997194  x   0.99988083  =   0.99985278
 AB7791!UTM  14      -   0.99997194  x   0.99989015  =   0.99986210
 AB7791
 AB7791                          SUPERSEDED SURVEY CONTROL
 AB7791
 AB7791  ELLIP H (06/21/01)  178.66   (m)                       GP(       ) 4 2
 AB7791  NAD 83(1993)-  32 49 07.53098(N)    097 21 40.86567(W) AD(       ) 1
 AB7791  ELLIP H (11/05/96)  178.75   (m)                       GP(       ) 4 2
 AB7791
 AB7791.Superseded values are not recommended for survey control.
 AB7791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7791.See file dsdata.txt to determine how the superseded data were derived.
 AB7791
 AB7791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5339732384(NAD 83)
 AB7791_MARKER: DD = SURVEY DISK
 AB7791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7791_STAMPING: ARP 2 FTW 1976
 AB7791_MARK LOGO: NGS   
 AB7791_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7791+STABILITY: SURFACE MOTION
 AB7791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7791+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 AB7791
 AB7791  HISTORY     - Date     Condition        Report By
 AB7791  HISTORY     - 1976     MONUMENTED       NOS
 AB7791  HISTORY     - 19920615 GOOD             NGS
 AB7791  HISTORY     - 19950210 GOOD             NGS
 AB7791  HISTORY     - 20030430 GOOD             NGS
 AB7791
 AB7791                          STATION DESCRIPTION
 AB7791
 AB7791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AB7791'THIS STATION IS LOCATED AT THE MEACHAM FIELD APT, FT WORTH, TEXAS NEAR
 AB7791'THE CENTER OF THE FIELD.  IT IS ABOUT 380 FT (115.8 M) NW OF THE
 AB7791'INTERSECTION OF RUNWAYS 16L-34R AND 9-27.  IT IS 432.7 FT (131.9 M)
 AB7791'SSE OF THE WINDSOCK, 181.8 FT (55.4 M) NW OF LTD RWY SIGN, 159.3 FT
 AB7791'(48.6 M) SW OF LTD RWY-TAXIWAY SIGN, 125.2 FT (38.2 M) N OF 2ND RUNWAY
 AB7791'LIGHT WEST OF INTERSECTION AND ON LINE WITH THAT PAIR OF LIGTS, 81.6
 AB7791'FT (24.9 M) NE OF CENTER OF STORM GRATE, AND 65.2 FT (19.9 M) S OF S
 AB7791'EDGE OF TAXIWAY P.  IT IS A STANDARD DISK SET IN CONCRETE FLUSH WITH
 AB7791'THE GROUND, AND STAMPED ARP 2 FTW 1976.
 AB7791
 AB7791                          STATION RECOVERY (1995)
 AB7791
 AB7791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7791'THE STATION IS LOCATED 20MILES SOUTH/SOUTHEAST OF DECATUR,TX,15 MILES
 AB7791'WEST OF DALLAS,TX,AT THE MECHAM AIRPORT.OWNERSHIP CITY OF FORT WORTH
 AB7791'CONTACT AIRPORT SECURITY,PATRICK PARKER AT 817 871 5410 (OFFICE) ,817
 AB7791'671 1153 (PAGER) ,24 HOURS IN ADVANCE BEFORE OCCUPYING STATION.AIRPORT
 AB7791'SECURITY LOCATED AT 4201 N.MAIN ST.,SUITE 228,FORT WORTH,TX 76106 TO
 AB7791'REACH FROM THE JUNCTION OF INTERSTATE 820 AND U.S.BR 287 OVERPASS.  GO
 AB7791'SOUTH ON B.R.287 (MAIN ST.) FOR 1.2 MILES (1.9 KM) TO MECHAM FIELD
 AB7791'CENTER ON THE RIGHT.  TURN RIGHT ON MECHAM FIELD CENTER,GO .10 MILE
 AB7791'(0.16 KM) TO TERIMAL BUILDING.  FOR ACCESS TO AIRFIELD CONTACT AIRPORT
 AB7791'SECURITY. THE STATION IS LOCATED NEAR THE CENTER OF MEACHAM
 AB7791'INTERNATIONAL AIRPORT, ABOUT 115.8 M (379.9 FT) NORTHWEST OF THE
 AB7791'INTERSECTION OF RUNWAYS 16L AND 34R AND 9-27, 131.9 M (432.7 FT)
 AB7791'SOUTH-SOUTHEAST OF THE WINDSOCK, 55.4 M (181.8 FT) NORTHWEST OF A
 AB7791'LIGHTED RUNWAY SIGN, 48.6 M (159.4 FT) SOUTHWEST OF A LIGHTED
 AB7791'RUNWAY-TAXIWAY SIGN, 38.2 M (125.3 FT) NORTH OF THE SECOND RUNWAY
 AB7791'LIGHT WEST OF INTERSECTION AND ON LINE WITH A PAIR OF LIGHTS, 24.9 M
 AB7791'(81.7 FT) NORTHEAST OF THE CENTER OF A METAL STORM DRAIN AND 19.9 M
 AB7791'(65.3 FT) SOUTH OF THE SOUTH EDGE OF TAXIWAY P.  THE STATION IS A
 AB7791'STANDARD NOS DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND
 AB7791'SURFACE.
 AB7791
 AB7791                          STATION RECOVERY (2003)
 AB7791
 AB7791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 AB7791'RECOVERED AS DESCRIBED
 AB7791'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6660 ***********************************************************************
 AB6660  PACS        -  This is a Primary Airport Control Station.
 AB6660  DESIGNATION -  ARP 2 MAF
 AB6660  PID         -  AB6660
 AB6660  STATE/COUNTY-  TX/WINKLER
 AB6660  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 AB6660
 AB6660                         *CURRENT SURVEY CONTROL
 AB6660  ___________________________________________________________________
 AB6660* NAD 83(1993)-  31 56 27.24004(N)    102 12 06.86409(W)     ADJUSTED  
 AB6660* NAVD 88     -       869.78   (meters)    2853.6    (feet)  GPS OBS   
 AB6660  ___________________________________________________________________
 AB6660  X           -  -1,145,185.874 (meters)                     COMP
 AB6660  Y           -  -5,295,841.213 (meters)                     COMP
 AB6660  Z           -   3,355,319.339 (meters)                     COMP
 AB6660  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AB6660  ELLIP HEIGHT-         845.44  (meters)          (10/24/00) GPS OBS
 AB6660  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AB6660
 AB6660  HORZ ORDER  -  B
 AB6660  ELLP ORDER  -  FOURTH    CLASS II
 AB6660
 AB6660.This mark is at Midland Intl (MAF) Airport (MAF)
 AB6660
 AB6660.The horizontal coordinates were established by GPS observations
 AB6660.and adjusted by the National Geodetic Survey in September 1996..
 AB6660
 AB6660.The orthometric height was determined by GPS observations and a
 AB6660.high-resolution geoid model.
 AB6660
 AB6660.GPS derived orthometric heights for airport stations designated as
 AB6660.PACS or SACS are published to 2 decimal places.  This maintains
 AB6660.centimeter relative accuracy between the PACS and SACS.  It does
 AB6660.not indicate centimeter accuracy relative to other marks which are
 AB6660.part of the NAVD 88 network.
 AB6660
 AB6660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6660
 AB6660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6660
 AB6660.The ellipsoidal height was determined by GPS observations
 AB6660.and is referenced to NAD 83.
 AB6660
 AB6660.The geoid height was determined by GEOID03.
 AB6660
 AB6660;                    North         East     Units Scale Factor Converg.
 AB6660;SPC TX C     - 3,253,607.531   523,324.957   MT  1.00001597   -0 57 44.7
 AB6660;SPC TX C     -10,674,544.04  1,716,941.96   sFT  1.00001597   -0 57 44.7
 AB6660;UTM  13      - 3,537,303.612   764,510.888   MT  1.00046296   +1 28 52.2
 AB6660
 AB6660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6660!SPC TX C     -   0.99986727  x   1.00001597  =   0.99988324
 AB6660!UTM  13      -   0.99986727  x   1.00046296  =   1.00033017
 AB6660
 AB6660|---------------------------------------------------------------------|
 AB6660| PID    Reference Object                     Distance      Geod. Az  |
 AB6660|                                                           dddmmss.s |
 AB6660| CC0029 ARP MAF                             237.175 METERS 19612     |
 AB6660|---------------------------------------------------------------------|
 AB6660
 AB6660                          SUPERSEDED SURVEY CONTROL
 AB6660
 AB6660  ELLIP H (09/09/96)  845.43   (m)                       GP(       ) 1 2
 AB6660
 AB6660.Superseded values are not recommended for survey control.
 AB6660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6660.See file dsdata.txt to determine how the superseded data were derived.
 AB6660
 AB6660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR6451137304(NAD 83)
 AB6660_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6660_STAMPING: ARP 2 1963
 AB6660_MARK LOGO: CGS   
 AB6660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6660+STABILITY: SURFACE MOTION
 AB6660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6660+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1997
 AB6660
 AB6660  HISTORY     - Date     Condition        Report By
 AB6660  HISTORY     - 1963     MONUMENTED       CGS
 AB6660  HISTORY     - 19870615 GOOD             CGS
 AB6660  HISTORY     - 19950607 GOOD             NGS
 AB6660  HISTORY     - 19970321 GOOD             NGS
 AB6660
 AB6660                          STATION DESCRIPTION
 AB6660
 AB6660'DESCRIBED BY COAST AND GEODETIC SURVEY 1987
 AB6660'THE STATION IS LOCATED AT THE MIDLAND REGIONAL AIRPORT, ABOUT 10 MILES
 AB6660'(16.1 KM) WEST OF MIDLAND, IN THE APPROXIMATE CENTER OF THE AIRFIELD.
 AB6660'THE STATION IS A STANDARD USCGS TOPOGRAPHIC DISK, STAMPED ARP 2 1963,
 AB6660'SET IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  THE
 AB6660'STATION IS LOCATED 394.7 FT (120.3 M) SSW OF THE SW EDGE OF RUNWAY
 AB6660'10-28, 458.8 FT (139.8 M) E OF THE E EDGE OF RUNWAY 16R-34L, AND 778.2
 AB6660'FT (237.2 M) NNE OF THE STATION ARP 1955.
 AB6660
 AB6660                          STATION RECOVERY (1995)
 AB6660
 AB6660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AD)
 AB6660'NO DESCRIPTION AVAILABLE.
 AB6660
 AB6660                          STATION RECOVERY (1997)
 AB6660
 AB6660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB6660'THIS STATION HAS BEEN DESIGATED AS A PRIMARY AIRPORT CONTROL STATION
 AB6660'(PACS) .  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0352 ***********************************************************************
 EN0352  PACS        -  This is a Primary Airport Control Station.
 EN0352  DESIGNATION -  ARP 2 PVW
 EN0352  PID         -  EN0352
 EN0352  STATE/COUNTY-  TX/HALE
 EN0352  USGS QUAD   -  PLAINVIEW (1965)
 EN0352
 EN0352                         *CURRENT SURVEY CONTROL
 EN0352  ___________________________________________________________________
 EN0352* NAD 83(1993)-  34 10 06.29561(N)    101 42 59.55352(W)     ADJUSTED  
 EN0352* NAVD 88     -      1027.448  (meters)    3370.89   (feet)  ADJUSTED  
 EN0352  ___________________________________________________________________
 EN0352  X           -  -1,072,944.282 (meters)                     COMP
 EN0352  Y           -  -5,173,529.279 (meters)                     COMP
 EN0352  Z           -   3,562,481.022 (meters)                     COMP
 EN0352  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 EN0352  ELLIP HEIGHT-        1001.26  (meters)          (10/24/00) GPS OBS
 EN0352  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 EN0352  DYNAMIC HT  -        1026.137 (meters)    3366.58  (feet)  COMP
 EN0352  MODELED GRAV-     979,325.0   (mgal)                       NAVD 88
 EN0352
 EN0352  HORZ ORDER  -  B
 EN0352  VERT ORDER  -  SECOND    CLASS 0
 EN0352  ELLP ORDER  -  FOURTH    CLASS II
 EN0352
 EN0352.This mark is at Hale Co (PVW) Airport (PVW)
 EN0352
 EN0352.The horizontal coordinates were established by GPS observations
 EN0352.and adjusted by the National Geodetic Survey in August 1996..
 EN0352
 EN0352.The orthometric height was determined by differential leveling
 EN0352.and adjusted by the National Geodetic Survey in June 1991..
 EN0352
 EN0352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EN0352
 EN0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0352
 EN0352.The ellipsoidal height was determined by GPS observations
 EN0352.and is referenced to NAD 83.
 EN0352
 EN0352.The geoid height was determined by GEOID03.
 EN0352
 EN0352.The dynamic height is computed by dividing the NAVD 88
 EN0352.geopotential number by the normal gravity value computed on the
 EN0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0352.degrees latitude (g = 980.6199 gals.).
 EN0352
 EN0352.The modeled gravity was interpolated from observed gravity values.
 EN0352
 EN0352;                    North         East     Units Scale Factor Converg.
 EN0352;SPC TXNC     - 2,281,979.078   303,455.925   MT  1.00006252   -1 45 15.4
 EN0352;SPC TXNC     - 7,486,793.03    995,588.31   sFT  1.00006252   -1 45 15.4
 EN0352;UTM  14      - 3,784,165.226   249,594.441   MT  1.00037300   -1 31 35.3
 EN0352
 EN0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0352!SPC TXNC     -   0.99984285  x   1.00006252  =   0.99990536
 EN0352!UTM  14      -   0.99984285  x   1.00037300  =   1.00021579
 EN0352
 EN0352|---------------------------------------------------------------------|
 EN0352| PID    Reference Object                     Distance      Geod. Az  |
 EN0352|                                                           dddmmss.s |
 EN0352| EN0351 A 913                               351.197 METERS 07623     |
 EN0352|---------------------------------------------------------------------|
 EN0352
 EN0352                          SUPERSEDED SURVEY CONTROL
 EN0352
 EN0352  ELLIP H (08/30/96) 1001.28   (m)                       GP(       ) 1 2
 EN0352  NAVD 88 (08/30/96) 1027.45   (m)         3370.9    (f) LEVELING    3  
 EN0352  NGVD 29 (??/??/92) 1027.037  (m)         3369.54   (f) ADJ UNCH    2 0
 EN0352
 EN0352.Superseded values are not recommended for survey control.
 EN0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0352.See file dsdata.txt to determine how the superseded data were derived.
 EN0352
 EN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4959484165(NAD 83)
 EN0352_MARKER: DT = TOPOGRAPHIC STATION DISK
 EN0352_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EN0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0352_STAMPING: ARP 2 1963
 EN0352_MARK LOGO: CGS   
 EN0352_PROJECTION: FLUSH
 EN0352_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EN0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0352+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2002
 EN0352
 EN0352  HISTORY     - Date     Condition        Report By
 EN0352  HISTORY     - 1963     MONUMENTED       CGS
 EN0352  HISTORY     - 1971     GOOD             NGS
 EN0352  HISTORY     - 19820615 GOOD             NGS
 EN0352  HISTORY     - 19950526 GOOD             NGS
 EN0352  HISTORY     - 19990518 GOOD             TXDOT
 EN0352  HISTORY     - 20020304 GOOD             USGS
 EN0352
 EN0352                          STATION DESCRIPTION
 EN0352
 EN0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EN0352'IN PLAINVIEW.
 EN0352'THE MARK IS LOCATED AT THE GEOMETRIC CENTER OF THE HALE COUNTY
 EN0352'AIRPORT, PLAINVIEW, TEXAS.  APPROXIMATELY 1350 FEET SOUTHWEST OF THE
 EN0352'AIRPORT TERMINAL BUILDING. 211 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 EN0352'RUNWAY 12-30.  53 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 4-22
 EN0352'AND 44.4 FEET SOUTHEAST OF THE 1ST RUNWAY LIGHT SOUTHWEST OF THE
 EN0352'INTERSECTION OF RUNWAYS 4-22 AND 12-30.  A STANDARD TOPOGRAPHIC
 EN0352'STATION DISK SET IN THE TOP OF A 12 INCH CONCRETE POST FLUSH WITH THE
 EN0352'GROUND AND STAMPED ARP 2 1963.
 EN0352
 EN0352                          STATION RECOVERY (1971)
 EN0352
 EN0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EN0352'RECOVERED IN GOOD CONDITION.
 EN0352
 EN0352                          STATION RECOVERY (1982)
 EN0352
 EN0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EN0352'THE STATION IS LOCATED AT THE HALE COUNTY AIRPORT NEAR THE
 EN0352'INTERSECTION OF THE RUNWAYS.  IT IS 211.1 FT (64.3 M) SOUTHWEST OF THE
 EN0352'SOUTHWEST EDGE OF RUNWAY 13-31, 52.1 FT (15.9 M) SOUTHEAST OF THE
 EN0352'SOUTHEAST EDGE OF RUNWAY 4-22, 43.2 FT (13.2 M) SOUTHEAST OF THE FIRST
 EN0352'RUNWAY LIGHT SOUTHERLY OF THE INTERSECTION OF THE RUNWAYS AND 12.3 FT
 EN0352'(3.7 M) SOUTHWEST OF THE LINE EXTENDED OF THE FIRST PAIR OF RUNWAY
 EN0352'LIGHTS SOUTHERLY OF THE INTERSECTION OF THE RUNWAYS.  THE STATION IS A
 EN0352'STANDARD TOPOGRAPHIC DISK STAMPED ARP 2 1963 SET IN A 12 INCH CONCRETE
 EN0352'POST WHICH IS ABOUT 3 INCHES BELOW THE SURFACE.
 EN0352
 EN0352                          STATION RECOVERY (1995)
 EN0352
 EN0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EN0352'THE STATION IS LOCATED IN THE SOUTH PART OF PLAINVIEW, ON THE HALE
 EN0352'COUNTY AIRPORT, NEAR THE GEOMETRIC CENTER OF THE HALE COUNTY AIRPORT,
 EN0352'IN THE GRASS MEDIAN BETWEEN RUNWAY 4-22 AND ITS PARALELLE TAXI, SOUTH
 EN0352'OF RUNWAY 13-31.  OWNERSHIP--CITY OF PLAINVIEW AND HALE COUNTY, BOX
 EN0352'1870, PLAINVIEW TX 79072.  THE AIRPORT MANAGER IS MIKE HUTCHERSON,
 EN0352'PHONE 806 293- 1307.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EN0352'HIGHWAY 70 AND BUSINESS HIGHWAY 27 IN PLAINVIEW, GO SOUTH 1.48 KM
 EN0352'(0.90 MI) ALONG BUSINESS HIGHWAY 27 TO PURCELL DRIVE, TURN RIGHT,
 EN0352'WESTERLY, GO 0.22 TO THE AIRPORT TERMINAL AND APRON GATE ON THE LEFT,
 EN0352'PASS THROUGH THE GATE, GO 0.78 KM (0.50 MI) SOUTHWEST ACROSS THE
 EN0352'APRON, ALONG A TAXI, CROSSING RUNWAY 13-31, TO THE STATION ON THE
 EN0352'RIGHT.  THE STATION IS 64.3 SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY
 EN0352'13-31, 34.4 M (112.9 FT) SOUTH-SOUTHWEST OF THE 1ST RUNWAY LIGHT
 EN0352'SOUTHWEST OF RUNWAY 13-31, 30.9 M (101.4 FT) SOUTHEAST THE SOUTHEAST
 EN0352'EDGE OF RUNWAY 4-22, 30.0 M (98.4 FT) EAST-NORTHEAST OF THE 2ND RUNWAY
 EN0352'LIGHT SOUTHWEST OF RUNWAY 13-31, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 EN0352'RUNWAY, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 EN0352'SURFACE.  BY DEB.
 EN0352
 EN0352                          STATION RECOVERY (1999)
 EN0352
 EN0352'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 EN0352'GOOD.
 EN0352
 EN0352                          STATION RECOVERY (2002)
 EN0352
 EN0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (DPB)
 EN0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6659 ***********************************************************************
 AB6659  PACS        -  This is a Primary Airport Control Station.
 AB6659  DESIGNATION -  ARP 2 SJT
 AB6659  PID         -  AB6659
 AB6659  STATE/COUNTY-  TX/TOM GREEN
 AB6659  USGS QUAD   -  PECAN STATION (1984)
 AB6659
 AB6659                         *CURRENT SURVEY CONTROL
 AB6659  ___________________________________________________________________
 AB6659* NAD 83(1993)-  31 21 35.58861(N)    100 29 40.56987(W)     ADJUSTED  
 AB6659* NAVD 88     -       579.37   (meters)    1900.8    (feet)  GPS OBS   
 AB6659  ___________________________________________________________________
 AB6659  X           -    -993,007.992 (meters)                     COMP
 AB6659  Y           -  -5,360,609.788 (meters)                     COMP
 AB6659  Z           -   3,300,319.924 (meters)                     COMP
 AB6659  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AB6659  ELLIP HEIGHT-         555.24  (meters)          (10/24/00) GPS OBS
 AB6659  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AB6659
 AB6659  HORZ ORDER  -  B
 AB6659  ELLP ORDER  -  FOURTH    CLASS II
 AB6659
 AB6659.This mark is at Mathis Fld (SJT) Airport (SJT)
 AB6659
 AB6659.The horizontal coordinates were established by GPS observations
 AB6659.and adjusted by the National Geodetic Survey in September 1996..
 AB6659
 AB6659.The orthometric height was determined by GPS observations and a
 AB6659.high-resolution geoid model.
 AB6659
 AB6659.GPS derived orthometric heights for airport stations designated as
 AB6659.PACS or SACS are published to 2 decimal places.  This maintains
 AB6659.centimeter relative accuracy between the PACS and SACS.  It does
 AB6659.not indicate centimeter accuracy relative to other marks which are
 AB6659.part of the NAVD 88 network.
 AB6659
 AB6659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6659
 AB6659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6659
 AB6659.The ellipsoidal height was determined by GPS observations
 AB6659.and is referenced to NAD 83.
 AB6659
 AB6659.The geoid height was determined by GEOID03.
 AB6659
 AB6659;                    North         East     Units Scale Factor Converg.
 AB6659;SPC TX C     - 3,187,714.709   684,657.751   MT  0.99990124   -0 04 59.0
 AB6659;SPC TX C     -10,458,360.67  2,246,247.97   sFT  0.99990124   -0 04 59.0
 AB6659;UTM  14      - 3,470,452.446   357,847.383   MT  0.99984924   -0 46 40.6
 AB6659
 AB6659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6659!SPC TX C     -   0.99991282  x   0.99990124  =   0.99981407
 AB6659!UTM  14      -   0.99991282  x   0.99984924  =   0.99976207
 AB6659
 AB6659                          SUPERSEDED SURVEY CONTROL
 AB6659
 AB6659  ELLIP H (09/09/96)  555.29   (m)                       GP(       ) 1 2
 AB6659
 AB6659.Superseded values are not recommended for survey control.
 AB6659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6659.See file dsdata.txt to determine how the superseded data were derived.
 AB6659
 AB6659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV5784770452(NAD 83)
 AB6659_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6659_STAMPING: ARP 2 1961
 AB6659_MARK LOGO: CGS   
 AB6659_PROJECTION: FLUSH
 AB6659_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6659+STABILITY: SURFACE MOTION
 AB6659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6659+SATELLITE: SATELLITE OBSERVATIONS - November 26, 1998
 AB6659
 AB6659  HISTORY     - Date     Condition        Report By
 AB6659  HISTORY     - 1961     MONUMENTED       CGS
 AB6659  HISTORY     - 19950502 GOOD             NGS
 AB6659  HISTORY     - 19970319 GOOD             NGS
 AB6659  HISTORY     - 19981126 GOOD             NGS
 AB6659
 AB6659                          STATION DESCRIPTION
 AB6659
 AB6659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6659'THE STATION IS LOCATED ABOUT 7.39 KM (4.60 MI) SOUTH OF SAN ANGELO AT
 AB6659'THE MATHIS FIELD MUNICIPAL AIRPORT.  IN THE GRASS, SOUTH OF RUNWAY
 AB6659'6-27, SOUTHWEST OF THE 7TH RUNWAY LIGHT EAST OF RUNWAY 36-18.
 AB6659'OWNERSHIP--CITY OF SAN ANGELO, BOX 1751 SAN ANGELO, TX.  76902.
 AB6659'AIRPORT MANAGER JOHN SCHWAB, PHONE 915-659-6409.  NOTE--CONTACT
 AB6659'AIRPORT MANAGER 24 HOURS IN ADVANCE, (ESCORTE REQUIRED) .  TO REACH
 AB6659'THE AIRPORT FROM THE JUNCTION OF STATE ROUTE 306 LOOP AND FARM TO
 AB6659'MARKET ROAD 584 SOUTH OF SAN ANGELO, GO SOUTHERLY, 7.39 KM, (4.60 MI)
 AB6659'ON ROAD 584 TO REARY BOULEVARD, TURN LEFT, SOUTH, 0.70 KM (0.45 MI) TO
 AB6659'TERMINAL CIRCLE, TURN LEFT, EAST, 0.25 TO THE TERMINAL ON THE RIGHT.
 AB6659'STATION IS 64.5 M (211.6 FT) SOUTHEAST OF THE 6TH RUNWAY LIGHT EAST OF
 AB6659'RUNWAY 36-18, 57.7 M (189.3 FT) SOUTH OF AND LEVEL WITH THE RUNWAY
 AB6659'CENTERLINE, 44.1 M (144.7 FT) SOUTH-S0UTHWEST OF THE 7TH RUNWAY LIGHT,
 AB6659'AND 0.9 M (3.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AB6659'WITH THE GROUND SURFACE.  BY R.G.  HAYES
 AB6659
 AB6659                          STATION RECOVERY (1997)
 AB6659
 AB6659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB6659'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS A PRIMARY
 AB6659'AIRPORT CONTROL STATION (PACS) .
 AB6659
 AB6659                          STATION RECOVERY (1998)
 AB6659
 AB6659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (BWM)
 AB6659'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6511 ***********************************************************************
 AC6511  SACS        -  This is a Secondary Airport Control Station.
 AC6511  DESIGNATION -  ARP 3 LBB
 AC6511  PID         -  AC6511
 AC6511  STATE/COUNTY-  TX/LUBBOCK
 AC6511  USGS QUAD   -  NEW DEAL (1975)
 AC6511
 AC6511                         *CURRENT SURVEY CONTROL
 AC6511  ___________________________________________________________________
 AC6511* NAD 83(1986)-  33 39 39.12865(N)    101 49 16.38495(W)     ADJUSTED  
 AC6511* NAVD 88     -       991.48   (meters)    3252.9    (feet)  GPS OBS   
 AC6511  ___________________________________________________________________
 AC6511  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AC6511  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AC6511
 AC6511  HORZ ORDER  -  FIRST
 AC6511
 AC6511.This mark is at Lubbock Intl (LBB) Airport (LBB)
 AC6511
 AC6511.The horizontal coordinates were established by GPS observations
 AC6511.and adjusted by the National Geodetic Survey in June 1997..
 AC6511
 AC6511.The orthometric height was determined by GPS observations and a
 AC6511.high-resolution geoid model.
 AC6511
 AC6511.GPS derived orthometric heights for airport stations designated as
 AC6511.PACS or SACS are published to 2 decimal places.  This maintains
 AC6511.centimeter relative accuracy between the PACS and SACS.  It does
 AC6511.not indicate centimeter accuracy relative to other marks which are
 AC6511.part of the NAVD 88 network.
 AC6511
 AC6511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6511
 AC6511.The geoid height was determined by GEOID03.
 AC6511
 AC6511;                    North         East     Units Scale Factor Converg.
 AC6511;SPC TXNC     - 2,226,010.625   292,029.210   MT  0.99992902   -1 48 40.9
 AC6511;SPC TXNC     - 7,303,169.86    958,099.17   sFT  0.99992902   -1 48 40.9
 AC6511;UTM  14      - 3,728,126.491   238,394.778   MT  1.00044380   -1 33 52.6
 AC6511
 AC6511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6511!SPC TXNC     -   0.99984831  x   0.99992902  =   0.99977734
 AC6511!UTM  14      -   0.99984831  x   1.00044380  =   1.00029205
 AC6511
 AC6511                          SUPERSEDED SURVEY CONTROL
 AC6511
 AC6511.No superseded survey control is available for this station.
 AC6511
 AC6511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3839528126(NAD 83)
 AC6511_MARKER: Z = SEE DESCRIPTION
 AC6511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6511_STAMPING: NOS
 AC6511_MARK LOGO: NOS   
 AC6511_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6511+STABILITY: SURFACE MOTION
 AC6511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6511+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1995
 AC6511
 AC6511  HISTORY     - Date     Condition        Report By
 AC6511  HISTORY     - 1975     MONUMENTED       NOS
 AC6511  HISTORY     - 19930615 GOOD             NGS
 AC6511  HISTORY     - 19950523 GOOD             NGS
 AC6511
 AC6511                          STATION DESCRIPTION
 AC6511
 AC6511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC6511'THIS STATION IS LOCATED IN THE NORTHERN PART OF LUBBOCK, AT THE
 AC6511'LUBBOCK INTL AIRPORT.  IT IS NORTH OF THE MAIN PASSENGER TERMINAL
 AC6511'BUILDING IN THE GRASS AREA BETWEEN TAXIWAYS H AND J.  IT IS 750 FT
 AC6511'(228.6 M) EAST OF THE EAST EDGE OF TAXIWAY R 180.7 FT (55.1 M) NE OF
 AC6511'THE 4TH T/W LIGHT ON THE NORTH EDGE OF T/W J, 179.0 FT (54.6 M) NW OF
 AC6511'THE 5TH T/W LIGHT ON THE NORTH EDGE OF T/W J, 164.5 FT (50.1 M) NORTH
 AC6511'OF THE NORTH EDGE OF T/W J, AND 60.0 FT (18.3 M) SOUTH OF THE SOUTH
 AC6511'EDGE OF T/W H.  THE STATION IS A NAIL AND WASHER (STAMPED NOS) DRIVEN
 AC6511'IN THE SHANK OF THE SHEARED OFF DISK THAT MARKED THE STATION IN THE
 AC6511'PAST.  THE CONCRETE MONUMENT IS PARTLY BROKEN UP AND IS HIGHER THAN
 AC6511'THE NAIL.  THE ELEVATION OF THE MONUMENT MAY BE USED FOR OBSTRUCTION
 AC6511'WORK ONLY.  A CHISELED ARROW WAS STAMPED IN THE BASE OF THE 4TH AND
 AC6511'5TH TAXIWAY LIGHTS POINTING TO THE MARK.
 AC6511
 AC6511                          STATION RECOVERY (1995)
 AC6511
 AC6511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6511'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF LUBBOCK, AT THE
 AC6511'LUBBOCK INTERNATIONAL AIRPORT.  IN THE GRASS MEDIAN NORTH OF THE MAIN
 AC6511'TERMINAL BETWEEN TAXIS (H) AND (J) , AND EAST OF TAXI (R) .
 AC6511'OWNERSHIP--CITY OF LUBBOCK P.O.  BOX 2000 LUBBOCK, TX.  79457. AIRPORT
 AC6511'MANAGER MARK EARLE, PHONE 806-767-3126.  NOTE--CONTACT 24 HOURS IN
 AC6511'ADVANCE, ESCORT REQUIRED.  TO REACH THE STATION FROM THE JUNCTION OF
 AC6511'INTERSTATE 27 AND FARM ROAD 2641 (EXIT 8 REGIS STREET) , NORTH OF
 AC6511'LUBBOCK, GO EAST 1.56 KM (0.95 MI) ON 2641 TO NORTH M.L.K. JR.
 AC6511'BOULEVARD.  TURN LEFT, NORTH, 1.76 KM (1.10 MI) TO THE TERMINAL.
 AC6511'STATION IS 55.5 M (182.1 FT) NORTHWEST OF THE 5TH TAXI LIGHT EAST OF
 AC6511'TAXI (R) , 54.3 M (178.1 FT) NORTHEAST OF THE 4TH TAXI LIGHT, 29.7 M
 AC6511'(97.4 FT) SOUTH OF THE SOUTH EDGE OF TAXI (H) , AND THE MONUMENT IS
 AC6511'0.4 M (1.3 FT) BELOW THE LEVEL OF THE TAXI AND FLUSH WITH THE GROUND
 AC6511'SURFACE.  NOTE--THE STATION IS A NAIL AND WASHER (STAMPED NOS) DRIVEN
 AC6511'IN THE SHANK OF THE SHEARED OFF DISK.  THIS STATION IS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1308 ***********************************************************************
 CS1308  SACS        -  This is a Secondary Airport Control Station.
 CS1308  DESIGNATION -  ARP ADS
 CS1308  PID         -  CS1308
 CS1308  STATE/COUNTY-  TX/DALLAS
 CS1308  USGS QUAD   -  ADDISON (1981)
 CS1308
 CS1308                         *CURRENT SURVEY CONTROL
 CS1308  ___________________________________________________________________
 CS1308* NAD 83(1993)-  32 57 56.94729(N)    096 50 08.71691(W)     ADJUSTED  
 CS1308* NAVD 88     -       195.724  (meters)     642.14   (feet)  ADJUSTED  
 CS1308  ___________________________________________________________________
 CS1308  X           -    -637,571.350 (meters)                     COMP
 CS1308  Y           -  -5,318,602.075 (meters)                     COMP
 CS1308  Z           -   3,450,870.815 (meters)                     COMP
 CS1308  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 CS1308  ELLIP HEIGHT-         169.19  (meters)          (06/21/01) GPS OBS
 CS1308  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CS1308  DYNAMIC HT  -         195.503 (meters)     641.41  (feet)  COMP
 CS1308  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 CS1308
 CS1308  HORZ ORDER  -  FIRST
 CS1308  VERT ORDER  -  SECOND    CLASS 0
 CS1308  ELLP ORDER  -  FOURTH    CLASS II
 CS1308
 CS1308.This mark is at Addison (ADS) Airport (ADS)
 CS1308
 CS1308.The horizontal coordinates were established by GPS observations
 CS1308.and adjusted by the National Geodetic Survey in November 1996..
 CS1308
 CS1308.The orthometric height was determined by differential leveling
 CS1308.and adjusted by the National Geodetic Survey in June 1991..
 CS1308
 CS1308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS1308
 CS1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1308
 CS1308.The ellipsoidal height was determined by GPS observations
 CS1308.and is referenced to NAD 83.
 CS1308
 CS1308.The geoid height was determined by GEOID03.
 CS1308
 CS1308.The dynamic height is computed by dividing the NAVD 88
 CS1308.geopotential number by the normal gravity value computed on the
 CS1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1308.degrees latitude (g = 980.6199 gals.).
 CS1308
 CS1308.The modeled gravity was interpolated from observed gravity values.
 CS1308
 CS1308;                    North         East     Units Scale Factor Converg.
 CS1308;SPC TXNC     - 2,145,294.757   755,562.865   MT  0.99987374   +0 54 27.6
 CS1308;SPC TXNC     - 7,038,354.55  2,478,875.83   sFT  0.99987374   +0 54 27.6
 CS1308;UTM  14      - 3,649,576.952   702,272.471   MT  1.00010450   +1 10 41.0
 CS1308
 CS1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1308!SPC TXNC     -   0.99997344  x   0.99987374  =   0.99984718
 CS1308!UTM  14      -   0.99997344  x   1.00010450  =   1.00007793
 CS1308
 CS1308|---------------------------------------------------------------------|
 CS1308| PID    Reference Object                     Distance      Geod. Az  |
 CS1308|                                                           dddmmss.s |
 CS1308| AB2786 ARP 2 ADS                           308.185 METERS 34100     |
 CS1308|---------------------------------------------------------------------|
 CS1308
 CS1308                          SUPERSEDED SURVEY CONTROL
 CS1308
 CS1308  ELLIP H (11/04/96)  169.27   (m)                       GP(       ) 4 2
 CS1308  NGVD 29 (??/??/92)  195.722  (m)          642.13   (f) ADJ UNCH    2 0
 CS1308
 CS1308.Superseded values are not recommended for survey control.
 CS1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1308.See file dsdata.txt to determine how the superseded data were derived.
 CS1308
 CS1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0227249577(NAD 83)
 CS1308_MARKER: DT = TOPOGRAPHIC STATION DISK
 CS1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1308_STAMPING: ARP 1966
 CS1308_MARK LOGO: CGS   
 CS1308_PROJECTION: FLUSH
 CS1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1308+STABILITY: SURFACE MOTION
 CS1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1308+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 CS1308
 CS1308  HISTORY     - Date     Condition        Report By
 CS1308  HISTORY     - 1966     MONUMENTED       CGS
 CS1308  HISTORY     - 1980     GOOD             USGS
 CS1308  HISTORY     - 19910702 GOOD             USPSQD
 CS1308  HISTORY     - 19930615 GOOD             NGS
 CS1308  HISTORY     - 19950203 GOOD             NGS
 CS1308  HISTORY     - 19990204 GOOD             NGS
 CS1308  HISTORY     - 20010730 GOOD             NGS
 CS1308  HISTORY     - 20060223 GOOD             HALFF
 CS1308
 CS1308                          STATION DESCRIPTION
 CS1308
 CS1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1308'0.5 MI NW FROM ADDISON.
 CS1308'THE STATION IS LOCATED WEST OF RUNWAY 15-33 ABOUT MIDFIELD.  334 FEET
 CS1308'SE OF THE WINDSOCK, 91.3 FEET WEST OF THE WEST EDGE OF THE RUNWAY,
 CS1308'122.8 FEET NW OF THE SECOND RUNWAY LIGHT NORTH OF AN E-W TAXIWAY WHICH
 CS1308'CROSSES THE RUNWAY AT MID-FIELD, AND 135.0 FEET SW OF THE THIRD RUNWAY
 CS1308'LIGHT.  THE MARK IS A STANDARD TOPO. DISK SET IN THE TOP OF A
 CS1308'CYLINDRICAL CONCRETE POST WHICH IS FLUSH WITH THE TOP OF THE GROUND.
 CS1308'NOTE-- THE STATION IS LOCATED AT THE ADDISON, TEXAS AIRPORT.
 CS1308
 CS1308                          STATION RECOVERY (1980)
 CS1308
 CS1308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CS1308'RECOVERED IN GOOD CONDITION.
 CS1308
 CS1308                          STATION RECOVERY (1991)
 CS1308
 CS1308'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1308'RECOVERED IN GOOD CONDITION.
 CS1308
 CS1308                          STATION RECOVERY (1993)
 CS1308
 CS1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CS1308'THE STATION IS LOCATED NW OF THE INTERSECTION RUNWAY 15-33 AND TAXIWAY
 CS1308'BB IN THE GRASS ON THE WEST SIDE OF THE RUNWAY.  THE STATION IS SET
 CS1308'(ALMOST) ALONG THE PROJECTION OF THE LINE FORMED BY THE THIRD SET OF
 CS1308'RUNWAY LIGHTS NW OF THE ABOVE MENTIONED INTERSECTION, 215.7 FT (65.7
 CS1308'M) NW OF THE SECOND RUNWAY LIGHT, 83.3 FT (25.4 M) SW OF THE THIRD
 CS1308'RUNWAY LIGHT, 91.3 FT (27.8 M) WEST OF THE EDGE OF THE RUNWAY, AND
 CS1308'335.2 FT (102.2 M) SE OF A WINDSOCK.  THE STATION IS A STANDARD USCGS
 CS1308'TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CS1308'GROUND AND STAMPED ARP 1966.
 CS1308
 CS1308                          STATION RECOVERY (1995)
 CS1308
 CS1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS1308'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF INTERSTATE
 CS1308'HIGHWAY 635, ON THE NORTH SIDE OF DALLAS, IN ADDISON, AT THE ADDISON
 CS1308'AIRPORT, IN THE WEST QUADRANT OF THE JUNCTION OF THE RUNWAY AND THE
 CS1308'SECOND TAXI NORTHWEST OF THE SOUTHEAST END OF THE RUNWAY.
 CS1308'OWNERSHIP--CITY OF DALLAS, ADDISON AIRPORT OF TEXAS, INC., 4505 CLAIRE
 CS1308'CHENNAULT, DALLAS, TX 75248.  AIRPORT MANAGER IS EDWARD MORALES.
 CS1308'PHONE 214-248-7733, EXTENSION 105.  MAINTENANCE SUPERVISOR IS DENNIS
 CS1308'CALLAHAN.  PHONE 214-233-4305.  CONTACT ONE OF THEM ONE DAY IN ADVANCE
 CS1308'FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE OVERPASS AT
 CS1308'THE JUNCTION OF INTERSTATE HIGHWAY 635 AND STATE HIGHWAY 289 (PRESTON
 CS1308'ROAD) , EXIT 21, ON THE NORTHSIDE OF DALLAS, GO NORTH ON PRESTON ROAD
 CS1308'FOR 2.56 KM (1.60 MI) TO A CROSSROAD (BELT LINE ROAD) . TURN LEFT,
 CS1308'WEST, ON BELT LINE ROAD FOR 2.42 KM (1.50 MI) TO A PAVED ROAD RIGHT
 CS1308'(ADDISON ROAD) .  TURN RIGHT, NORTH, ON ADDISON ROAD FOR 1.32 KM (0.80
 CS1308'MI) TO A CROSSROAD (AIRPORT PARKWAY) .  CONTINUE AHEAD, NORTH, ON
 CS1308'ADDISON ROAD FOR 1.12 KM (0.70 MI) TO A CROSSROAD (WEST GROVE DRIVE) .
 CS1308'TURN LEFT, WEST, ON WEST GROVE DRIVE FOR 0.24 KM (0.15 MI) TO CLAIRE
 CS1308'CHENNAULT DRIVE ON THE LEFT.  TURN LEFT, SOUTH, ON CLAIRE CHENNAULT
 CS1308'DRIVE FOR 0.32 KM (0.20 MI) TO A PAVED ROAD RIGHT LEADING TO THE
 CS1308'TERMINAL.  TURN RIGHT, NORTHWEST AND WEST, ON THE ROAD FOR 0.16 KM
 CS1308'(0.10 MI) TO A GATE ON THE NORTH SIDE OF THE TERMINAL. FROM THE GATE,
 CS1308'PROCEED WEST ACROSS TERMINAL APRON FOR 0.08 KM (0.05 MI) TO TAXIWAY A.
 CS1308'TURN LEFT, SOUTH-SOUTHEAST, ON TAXIWAY A AND PROCEED 1.37 KM (0.85 MI)
 CS1308'TO TAXIWAY P AND AIRPORT PERIMETER ROAD. PROCEED SOUTH-SOUTHEAST ON
 CS1308'PERIMETER ROAD (GOING BEHIND RUNWAY END 33) FOR 0.8 KM (0.50 MI) TO
 CS1308'TAXIWAY B ON SOUTHWEST SIDE OF AIRPORT. PROCEED NORTH-NORTHWEST ON
 CS1308'TAXIWAY B FOR 0.5 KM (0.30 MI) TO TAXIWAY E ON THE RIGHT AND STATION
 CS1308'LEFT, IN THE INFIELD.  STATION IS SET IN THE TOP OF A 20 CM ROUND
 CS1308'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 65.7 M (215.6 FT)
 CS1308'NORTHWEST OF THE SECOND RUNWAY LIGHT, 73.1 M (239.8 FT) SOUTHEAST OF A
 CS1308'WINDSOCK, 28.3 M (92.8 FT) WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 CS1308'RUNWAY, AND 25.4 M (83.3 FT) SOUTHWEST OF THE THIRD RUNWAY LIGHT.
 CS1308'DESCRIBED BY D.G.  AUG
 CS1308
 CS1308                          STATION RECOVERY (1999)
 CS1308
 CS1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 CS1308'RECOVERED AS DESCRIBED WITH THE FOLLOWING, THE STATION IS SET ON LINE
 CS1308'WITH THE THIRD RUNWAY LIGHT NORTH OF TAXIWAY ECHO.
 CS1308
 CS1308                          STATION RECOVERY (2001)
 CS1308
 CS1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS1308'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 CS1308
 CS1308                          STATION RECOVERY (2006)
 CS1308
 CS1308'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2006 (GSK)
 CS1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2823 ***********************************************************************
 AB2823  PACS        -  This is a Primary Airport Control Station.
 AB2823  DESIGNATION -  ARP CNW
 AB2823  PID         -  AB2823
 AB2823  STATE/COUNTY-  TX/MCLENNAN
 AB2823  USGS QUAD   -  ELM MOTT (1975)
 AB2823
 AB2823                         *CURRENT SURVEY CONTROL
 AB2823  ___________________________________________________________________
 AB2823* NAD 83(1993)-  31 38 16.06259(N)    097 04 16.16723(W)     ADJUSTED  
 AB2823* NAVD 88     -       139.49   (meters)     457.6    (feet)  GPS OBS   
 AB2823  ___________________________________________________________________
 AB2823  X           -    -669,099.509 (meters)                     COMP
 AB2823  Y           -  -5,393,988.409 (meters)                     COMP
 AB2823  Z           -   3,326,363.722 (meters)                     COMP
 AB2823  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 AB2823  ELLIP HEIGHT-         112.75  (meters)          (10/24/00) GPS OBS
 AB2823  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AB2823
 AB2823  HORZ ORDER  -  B
 AB2823  ELLP ORDER  -  FOURTH    CLASS II
 AB2823
 AB2823.This mark is at Tstc Waco (CNW) Airport (CNW)
 AB2823
 AB2823.The horizontal coordinates were established by GPS observations
 AB2823.and adjusted by the National Geodetic Survey in February 1996..
 AB2823
 AB2823.The orthometric height was determined by GPS observations and a
 AB2823.high-resolution geoid model.
 AB2823
 AB2823.GPS derived orthometric heights for airport stations designated as
 AB2823.PACS or SACS are published to 2 decimal places.  This maintains
 AB2823.centimeter relative accuracy between the PACS and SACS.  It does
 AB2823.not indicate centimeter accuracy relative to other marks which are
 AB2823.part of the NAVD 88 network.
 AB2823
 AB2823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2823
 AB2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2823
 AB2823.The ellipsoidal height was determined by GPS observations
 AB2823.and is referenced to NAD 83.
 AB2823
 AB2823.The geoid height was determined by GEOID03.
 AB2823
 AB2823;                    North         East     Units Scale Factor Converg.
 AB2823;SPC TX C     - 3,223,052.092 1,009,396.951   MT  0.99994326   +1 40 48.8
 AB2823;SPC TX C     -10,574,296.74  3,311,663.16   sFT  0.99994326   +1 40 48.8
 AB2823;UTM  14      - 3,501,904.588   682,917.702   MT  1.00001268   +1 00 43.4
 AB2823
 AB2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2823!SPC TX C     -   0.99998230  x   0.99994326  =   0.99992556
 AB2823!UTM  14      -   0.99998230  x   1.00001268  =   0.99999498
 AB2823
 AB2823                          SUPERSEDED SURVEY CONTROL
 AB2823
 AB2823  ELLIP H (02/20/96)  112.83   (m)                       GP(       ) 1 1
 AB2823
 AB2823.Superseded values are not recommended for survey control.
 AB2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2823.See file dsdata.txt to determine how the superseded data were derived.
 AB2823
 AB2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8291801905(NAD 83)
 AB2823_MARKER: DD = SURVEY DISK
 AB2823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2823_STAMPING: ARP CNW 1975
 AB2823_MARK LOGO: NOS   
 AB2823_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2823+STABILITY: SURFACE MOTION
 AB2823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2823+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 AB2823
 AB2823  HISTORY     - Date     Condition        Report By
 AB2823  HISTORY     - 1975     MONUMENTED       NOS
 AB2823  HISTORY     - 19910615 GOOD             NGS
 AB2823  HISTORY     - 19950213 GOOD             NGS
 AB2823  HISTORY     - 20010317 GOOD             USPSQD
 AB2823  HISTORY     - 20051105 GOOD             HALFF
 AB2823
 AB2823                          STATION DESCRIPTION
 AB2823
 AB2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB2823'STATION IS LOCATED ABOUT 1500 FT (457.2 M) SE OF THE INTERSECTION OF
 AB2823'RUNWAYS 17L/35R AND 12/30.  149.4 FT (45.5 M) NE OF NE EDGE OF A
 AB2823'TAXIWAY, 288.2 FT (87.8 M) NE OF NE END OF HOLDING BAR AND EDGE OF
 AB2823'TAXIWAY, 243 FT (74.1 M) NW OF THE AIRPORT BEACON.  A STANDARD DISK
 AB2823'STAMPED ARP CNW 1975 SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT
 AB2823'FLUSH WITH THE GROUND.
 AB2823
 AB2823                          STATION RECOVERY (1995)
 AB2823
 AB2823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2823'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF WACO AT THE TSTC-WACO
 AB2823'AIRPORT, IN GRASS ABOUT 450 M (1476.4 FT) SOUTHEAST OF THE JUNCTION OF
 AB2823'RUNWAYS 17L-35R AND 12-30, AND AT THE CENTER OF THE AIRFIELD.
 AB2823'OWNERSHIP--TEXAS STATE TECHNICAL COLLEGE, 3801 CAMPUS DRIVE, WACO, TX
 AB2823'76705.  AIRPORT MANAGER IS PATRICK L.  MCGEE.  PHONE 817-867-4807.
 AB2823'CONTACT HIM ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO THIS
 AB2823'STATION.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND FARM
 AB2823'ROAD 2417 (CREST DRIVE) (EXIT 342A) ON THE NORTH SIDE OF WACO, GO EAST
 AB2823'ON FARM ROAD 2417 FOR 1.21 KM (0.75 MI) TO AIRLINE DRIVE ON THE RIGHT.
 AB2823'TURN RIGHT, SOUTH, ON AIRLINE DRIVE FOR 0.8 KM (0.50 MI) TO A SIDE
 AB2823'ROAD LEFT.  TURN LEFT ON 6TH STREET FOR 0.7 KM (0.45 MI) TO THE
 AB2823'CONTROL TOWER.  SECURITY WILL ESCORT YOU FROM HERE.  STATION IS SET
 AB2823'FLUSH IN THE TOP OF A 25 CM ROUND CONCRETE POST SET FLUSH WITH THE
 AB2823'GROUND.  IT IS 87.8 M (288.1 FT) NORTHEAST OF THE NORTHEAST END OF THE
 AB2823'HOLD BAR AT THE EDGE OF A TAXIWAY, 74.1 M (243.1 FT) NORTHWEST OF THE
 AB2823'AIRPORT BEACON, AND 45.6 M (149.6 FT) NORTHEAST OF THE NORTHEAST EDGE
 AB2823'OF THE TAXIWAY.  DESCRIBED BY D.G.  AUG
 AB2823
 AB2823                          STATION RECOVERY (2001)
 AB2823
 AB2823'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 AB2823'RECOVERED IN GOOD CONDITION.
 AB2823
 AB2823                          STATION RECOVERY (2005)
 AB2823
 AB2823'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2005 (GSK)
 AB2823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0029 ***********************************************************************
 CC0029  DESIGNATION -  ARP MAF
 CC0029  PID         -  CC0029
 CC0029  STATE/COUNTY-  TX/MIDLAND
 CC0029  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0029
 CC0029                         *CURRENT SURVEY CONTROL
 CC0029  ___________________________________________________________________
 CC0029* NAD 83(1993)-  31 56 19.84589(N)    102 12 09.38421(W)     ADJUSTED  
 CC0029* NAVD 88     -       869.143  (meters)    2851.51   (feet)  ADJUSTED  
 CC0029  ___________________________________________________________________
 CC0029  X           -  -1,145,275.937 (meters)                     COMP
 CC0029  Y           -  -5,295,944.487 (meters)                     COMP
 CC0029  Z           -   3,355,125.714 (meters)                     COMP
 CC0029  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CC0029  ELLIP HEIGHT-         844.82  (meters)          (08/08/01) GPS OBS
 CC0029  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CC0029  DYNAMIC HT  -         867.914 (meters)    2847.48  (feet)  COMP
 CC0029  MODELED GRAV-     979,196.2   (mgal)                       NAVD 88
 CC0029
 CC0029  HORZ ORDER  -  THIRD
 CC0029  VERT ORDER  -  FIRST     CLASS II
 CC0029  ELLP ORDER  -  FOURTH    CLASS II
 CC0029
 CC0029.This mark is at Midland Intl (MAF) Airport (MAF)
 CC0029
 CC0029.The horizontal coordinates were established by GPS observations
 CC0029.and adjusted by the National Geodetic Survey in March 1998..
 CC0029
 CC0029.The orthometric height was determined by differential leveling
 CC0029.and adjusted by the National Geodetic Survey in June 1991..
 CC0029
 CC0029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0029
 CC0029.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0029
 CC0029.The ellipsoidal height was determined by GPS observations
 CC0029.and is referenced to NAD 83.
 CC0029
 CC0029.The geoid height was determined by GEOID03.
 CC0029
 CC0029.The dynamic height is computed by dividing the NAVD 88
 CC0029.geopotential number by the normal gravity value computed on the
 CC0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0029.degrees latitude (g = 980.6199 gals.).
 CC0029
 CC0029.The modeled gravity was interpolated from observed gravity values.
 CC0029
 CC0029;                    North         East     Units Scale Factor Converg.
 CC0029;SPC TX C     - 3,253,380.920   523,254.947   MT  1.00001538   -0 57 46.0
 CC0029;SPC TX C     -10,673,800.57  1,716,712.27   sFT  1.00001538   -0 57 46.0
 CC0029;UTM  13      - 3,537,074.119   764,450.577   MT  1.00046257   +1 28 50.6
 CC0029
 CC0029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0029!SPC TX C     -   0.99986736  x   1.00001538  =   0.99988274
 CC0029!UTM  13      -   0.99986736  x   1.00046257  =   1.00032987
 CC0029
 CC0029|---------------------------------------------------------------------|
 CC0029| PID    Reference Object                     Distance      Geod. Az  |
 CC0029|                                                           dddmmss.s |
 CC0029| AB6660 ARP 2 MAF                           237.175 METERS 01612     |
 CC0029|---------------------------------------------------------------------|
 CC0029
 CC0029                          SUPERSEDED SURVEY CONTROL
 CC0029
 CC0029  ELLIP H (03/06/98)  844.81   (m)                       GP(       ) 4 2
 CC0029  NGVD 29 (??/??/92)  868.756  (m)         2850.24   (f) ADJ UNCH    1 2
 CC0029
 CC0029.Superseded values are not recommended for survey control.
 CC0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0029.See file dsdata.txt to determine how the superseded data were derived.
 CC0029
 CC0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR6445137074(NAD 83)
 CC0029_MARKER: DT = TOPOGRAPHIC STATION DISK
 CC0029_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CC0029_SP_SET: CATCH BASIN
 CC0029_STAMPING: ARP 1955
 CC0029_MARK LOGO: CGS   
 CC0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0029+STABILITY: SURFACE MOTION
 CC0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0029+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1996
 CC0029
 CC0029  HISTORY     - Date     Condition        Report By
 CC0029  HISTORY     - 1955     MONUMENTED       CGS
 CC0029  HISTORY     - 1956     GOOD             NGS
 CC0029  HISTORY     - 1971     GOOD             NGS
 CC0029  HISTORY     - 19920615 GOOD             CGS
 CC0029  HISTORY     - 19961114 GOOD             NGS
 CC0029
 CC0029                          STATION DESCRIPTION
 CC0029
 CC0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0029'10.25 MI SW FROM MIDLAND.
 CC0029'9.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0029'STATION AT MIDLAND, THENCE 0.25 MILE NORTH ALONG THE ACCESS ROAD TO
 CC0029'THE MIDLAND AIR TERMINAL, THENCE 0.4 MILE NORTHEAST ALONG FIRST
 CC0029'STREET, THENCE 0.1 MILE NORTH TO THE CONTROL TOWER, THENCE 0.3 MILE
 CC0029'NORTHEAST ACROSS A CONCRETE APRON, 0.3 MILE NORTHEAST OF THE CONTROL
 CC0029'TOWER, 176 FEET EAST OF THE EAST EDGE OF RUNWAYS 16 AND 34, 170 FEET
 CC0029'NORTH OF THE EXTENDED CENTER LINE OF THE FIRST TAXI STRIP NORTH OF THE
 CC0029'CONTROL TOWER, FLUSH WITH THE GROUND, SET IN THE TOP OF THE SOUTHEAST
 CC0029'CORNER OF A CONCRETE BOX AROUND A STORM SEWER INTAKE.
 CC0029
 CC0029                          STATION RECOVERY (1971)
 CC0029
 CC0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CC0029'RECOVERED IN GOOD CONDITION.
 CC0029
 CC0029                          STATION RECOVERY (1992)
 CC0029
 CC0029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1992
 CC0029'THE STATION IS LOCATED AT THE MIDLAND REGIONAL AIRPORT, ABOUT 10 MILES
 CC0029'(16.1 KM) WEST OF MIDLAND, AND IN APPROXIMATELY THE CENTER OF THE
 CC0029'AIRPORT.  THE STATION IS A STANDARD USCGS TOPO DISK, STAMPED ARP 1955,
 CC0029'SET IN A DRILL HOLE ON THE TOP SURFACE OF A 5 FT (1.5 M) X 4 FT (1.2
 CC0029'M) CONCRETE CATCH BASIN.  THE STATION IS LOCATED 168.5 FT (51.4 M) NNW
 CC0029'OF THE SECOND TAXIWAY LIGHT ON THE NORTH SIDE OF THE TAXIWAY AND EAST
 CC0029'OF THE EAST EDGE OF RUNWAY 16R-34L, AND 179 FT (54.6 M) NE OF THE
 CC0029'FIRST RUNWAY LIGHT ON THE EAST SIDE OF RUNWAY 16R-34L AND NORTH OF THE
 CC0029'INTERSECTING TAXIWAY TO THE TERMINAL BUILDING.
 CC0029
 CC0029                          STATION RECOVERY (1996)
 CC0029
 CC0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 CC0029'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) WEST OF MIDLAND ON THE
 CC0029'MIDLAND INTERNATIONAL AIRPORT, IN THE APPROXIMATE CENTER OF THE
 CC0029'AIRPORT.  OWNERSHIP--CITY OF MIDLAND, PO BOX 60305, MIDLAND TX, 79711.
 CC0029'THE MANAGER IS KEN A DAY, PHONE 915 560-2200.  TO REACH THE STATION
 CC0029'FROM THE JUNCTION OF INTERSTATE 20 AND FARM ROAD 1785 AT THE WEST EDGE
 CC0029'OF MIDLAND, GO 2.18 KM (1.35 MI) NORTH ALONG ROAD 1785 TO SLOAN FIELD
 CC0029'BLVD.  TURN RIGHT, NORTHEAST, GO 1.76 KM (1.10 MI) ALONG THE BLVD TO
 CC0029'THE AIRPORT TERMINAL ON THE RIGHT.  THE MANAGERS OFFICE IS ON THE 2ND
 CC0029'FLOOR OF THE TERMINAL, AN ESCORT WILL BE REQUIRED.  THE STATION IS A
 CC0029'STANDARD CGS TOPOGRAPHIC DISC SET INTO A DRILL HOLE IN THE TOP SURFACE
 CC0029'OF A 4 FT (1.2 M) BY 5 FT (1.5 M) CONCRETE CATCH BASIN.  THE STATION
 CC0029'IS LOCATED 179 FT (54.6 M) NORTHEAST OF THE FIRST RUNWAY LIGHT ON THE
 CC0029'EAST SIDE OF RUNWAY 16R-34L, 168.5 FT (51.4 M) NORTH-NORTHWEST OF THE
 CC0029'SECOND TAXIWAY LIGHT ON THE NORTH SIDE OF TAXIWAY AND EAST OF EAST
 CC0029'EDGE OF RUNWAY 16R-34L AND NORTH OF THE INTERSECTING TAXIWAY TO THE
 CC0029'TERMINAL BUILDING.  NOTE---THIS STATION WAS NOT DESCRIBED DURING THE
 CC0029'SURVEY FOR SOME REASON AND THIS DESCRIPTION WAS COPIED FROM A OC
 CC0029'AIRPORT SURVEY CONTROL DATA SHEET DATED 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0357 ***********************************************************************
 AE0357  DESIGNATION -  ARP MFE
 AE0357  PID         -  AE0357
 AE0357  STATE/COUNTY-  TX/HIDALGO
 AE0357  USGS QUAD   -  PHARR (1983)
 AE0357
 AE0357                         *CURRENT SURVEY CONTROL
 AE0357  ___________________________________________________________________
 AE0357* NAD 83(1993)-  26 10 38.22199(N)    098 14 24.17558(W)     ADJUSTED  
 AE0357* NAVD 88     -        28.815  (meters)      94.54   (feet)  ADJUSTED  
 AE0357  ___________________________________________________________________
 AE0357  X           -    -820,896.681 (meters)                     COMP
 AE0357  Y           -  -5,668,558.583 (meters)                     COMP
 AE0357  Z           -   2,796,704.163 (meters)                     COMP
 AE0357  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AE0357  ELLIP HEIGHT-           4.99  (meters)          (08/08/01) GPS OBS
 AE0357  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AE0357  DYNAMIC HT  -          28.767 (meters)      94.38  (feet)  COMP
 AE0357  MODELED GRAV-     978,989.8   (mgal)                       NAVD 88
 AE0357
 AE0357  HORZ ORDER  -  THIRD
 AE0357  VERT ORDER  -  FIRST     CLASS II
 AE0357  ELLP ORDER  -  FOURTH    CLASS II
 AE0357
 AE0357.This mark is at Mcallen Miller Intl (MFE) Airport (MFE)
 AE0357
 AE0357.The horizontal coordinates were established by GPS observations
 AE0357.and adjusted by the National Geodetic Survey in April 1999..
 AE0357
 AE0357.The orthometric height was determined by differential leveling
 AE0357.and adjusted by the National Geodetic Survey in June 1991..
 AE0357
 AE0357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE0357
 AE0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0357
 AE0357.The ellipsoidal height was determined by GPS observations
 AE0357.and is referenced to NAD 83.
 AE0357
 AE0357.The geoid height was determined by GEOID03.
 AE0357
 AE0357.The dynamic height is computed by dividing the NAVD 88
 AE0357.geopotential number by the normal gravity value computed on the
 AE0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0357.degrees latitude (g = 980.6199 gals.).
 AE0357
 AE0357.The modeled gravity was interpolated from observed gravity values.
 AE0357
 AE0357;                    North         East     Units Scale Factor Converg.
 AE0357;SPC TX S     - 5,056,600.593   325,986.447   MT  0.99999734   +0 07 04.9
 AE0357;SPC TX S     -16,589,863.78  1,069,507.20   sFT  0.99999734   +0 07 04.9
 AE0357;UTM  14      - 2,895,539.333   575,940.998   MT  0.99967120   +0 20 07.0
 AE0357
 AE0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0357!SPC TX S     -   0.99999922  x   0.99999734  =   0.99999656
 AE0357!UTM  14      -   0.99999922  x   0.99967120  =   0.99967042
 AE0357
 AE0357|---------------------------------------------------------------------|
 AE0357| PID    Reference Object                     Distance      Geod. Az  |
 AE0357|                                                           dddmmss.s |
 AE0357| AB2769 MFE G                               335.769 METERS 28753     |
 AE0357|---------------------------------------------------------------------|
 AE0357
 AE0357                          SUPERSEDED SURVEY CONTROL
 AE0357
 AE0357  ELLIP H (04/21/99)    5.10   (m)                       GP(       ) 4 2
 AE0357  NAD 83(1993)-  26 10 38.21966(N)    098 14 24.18010(W) AD(       ) 2
 AE0357  NAD 83(1986)-  26 10 38.22534(N)    098 14 24.14477(W) AD(       ) 2
 AE0357  NAD 27      -  26 10 36.95488(N)    098 14 23.09637(W) AD(       ) 2
 AE0357  NAVD 88 (04/21/99)   28.82   (m)           94.6    (f) LEVELING    3  
 AE0357  NGVD 29 (10/15/92)   28.83   (m)           94.6    (f) LEVELING    3  
 AE0357
 AE0357.Superseded values are not recommended for survey control.
 AE0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0357.See file dsdata.txt to determine how the superseded data were derived.
 AE0357
 AE0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7594195539(NAD 83)
 AE0357_MARKER: DT = TOPOGRAPHIC STATION DISK
 AE0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0357_SP_SET: DRAIN
 AE0357_STAMPING: ARP 1954
 AE0357_MARK LOGO: NOS   
 AE0357_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE0357+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1999
 AE0357
 AE0357  HISTORY     - Date     Condition        Report By
 AE0357  HISTORY     - 1954     MONUMENTED       CGS
 AE0357  HISTORY     - 1964     GOOD             NGS
 AE0357  HISTORY     - 1970     GOOD             NGS
 AE0357  HISTORY     - 1974     GOOD             NGS
 AE0357  HISTORY     - 1974     GOOD             NGS
 AE0357  HISTORY     - 1978     GOOD             NGS
 AE0357  HISTORY     - 1981     GOOD             NGS
 AE0357  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0357  HISTORY     - 19920409 GOOD             NGS
 AE0357  HISTORY     - 19920410 GOOD             NOS
 AE0357  HISTORY     - 19920707 GOOD             USPSQD
 AE0357  HISTORY     - 19990313 GOOD             NGS
 AE0357
 AE0357                          STATION DESCRIPTION
 AE0357
 AE0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AE0357'IN MCALLEN.
 AE0357'LOCATED AT MILLER INTERNATIONAL AIRPORT IN THE APPROXIMATE CENTER OF
 AE0357'THE AIRPORT, 165.5 FT. SE OF THE CENTERLINE INTERSECTION OF THE NW-SE
 AE0357'TAXIWAY AND SW-NE TAXIWAY, 13.5 FT. NE OF THE CENTERLINE OF RUNWAY
 AE0357'13-31.  NOTE-- STATION IS 5-IN. LOWER THAN TOP OF GRATE, ON NW SIDE OF
 AE0357'GRATE, AND 4-IN. UNDERGROUND.
 AE0357
 AE0357                          STATION RECOVERY (1970)
 AE0357
 AE0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AE0357'RECOVERED IN GOOD CONDITION.
 AE0357
 AE0357                          STATION RECOVERY (1974)
 AE0357
 AE0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE0357'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF MCALLEN, TEXAS, AT THE
 AE0357'MILLER INTERNATIONAL AIRPORT, AND NEAR THE GEOMETRIC CENTER OF THE
 AE0357'FIELD.  IT IS 972.1 FEET NORTHWEST OF A WINDSOCK.
 AE0357'
 AE0357'263.1 FEET NORTHEAST OF THE CENTERLINE OF THE RUNWAY.  A STANDARD
 AE0357'TOPOGRAPHIC DISK CEMENTED IN A DRILL HOLE ON THE NORTHWEST SIDE OF A
 AE0357'CONCRETE CATCH BASIN, 4 INCHES BELOW GROUND LEVEL AND STAMPED ARP
 AE0357'1954.
 AE0357
 AE0357                          STATION RECOVERY (1974)
 AE0357
 AE0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AE0357'RECOVERED IN GOOD CONDITION.
 AE0357
 AE0357                          STATION RECOVERY (1978)
 AE0357
 AE0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 AE0357'RECOVERED WITH THE FOLLOWING DESCRIPTION.  THE STATION IS LOCATED
 AE0357'NEAR THE GEOMETRIC CENTER OF THE AIRPORT.  IT IS 68.5 FT. SW OF
 AE0357'NE-SW TAXIWAY(A).  63.0 FT. ESE OF NE LEG OF A LIGHTED TAXIWAY A
 AE0357'SIGN.  288.0 FT. NE OF CENTERLINE RWY 13-31.  THE MARK IS A
 AE0357'STANDARD TOPO DISK CEMENTED IN A DRILL HOLE IN THE CENTER OF THE
 AE0357'WEST SIDE OF A CONCRETE CATCH BASIN 4 INCHES BELOW GROUND AND
 AE0357'STAMPED ARP 1954.
 AE0357'
 AE0357'THE STATION WAS DISCOVERED TO BE LOWER BY APPROXIMATELY 0.2 FT. AND
 AE0357'THIS WAS ATTRIBUTED TO THE EXTREMELY SOFT EARTH AND RECENT
 AE0357'CONSTRUCTION IN AREA.  THE HORIZONTAL POSITION APPEARS TO BE GOOD.
 AE0357'
 AE0357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MILLER
 AE0357'INTERNATIONAL AIRPORT IN MCALLEN.
 AE0357
 AE0357                          STATION RECOVERY (1981)
 AE0357
 AE0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0357'IN MCALLEN, AT THE MILLER INTERNATIONAL AIRPORT AT THE APPROXIMATE
 AE0357'CENTER OF RUNWAY AREA, SET IN TOP CENTER ON THE NORTHWEST SIDE IN A
 AE0357'CONCRETE CATCH BASIN, 80.2 METERS (263.0 FT) NORTHEAST OF THE CENTER
 AE0357'OF RUNWAY 13-31 50.3 METERS (165.0 FT) SOUTHEAST OF THE INTERSECTION
 AE0357'OF A SOUTHWEST, NORTHEAST TAXIWAY AND A NORTHWEST SOUTHEAST TAXIWAY,
 AE0357'AND 17.7 METERS (58.0 FT) WEST OF TAXIWAY SIGNAL MARKED A.
 AE0357'THE MARK IS 0.09 M BELOW GROUNDLEVEL.
 AE0357
 AE0357                          STATION RECOVERY (1987)
 AE0357
 AE0357'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0357'MARK NOT FOUND.
 AE0357
 AE0357                          STATION RECOVERY (1992)
 AE0357
 AE0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RWD)
 AE0357'THE STATION IS LOCATED AT MILLER INTL AIRPORT NEAR THE GEOMETRIC
 AE0357'CENTER OF THE FIELD.  IT IS 68.5 FT (20.9 M) SW OF THE NW-SE TAXIWAY
 AE0357'(A) , 63.0 FT (19.2 M) ESE OF SE LEG OF THE LIGHTED TAXIWAY A SIGN,
 AE0357'288.0 FT (87.8 M) NE OF THE CENTERLINE RWY 13-31.  THE MARK IS A
 AE0357'STANDARD TOPO DISK SET IN A DRILL HOLE ON THE CENTER OF THE WEST SIDE
 AE0357'OF A CATCH BASIN.  IT IS 4 INCHES BELOW THE GROUND AND STAMPED, ARP
 AE0357'1954.  NOTE, 1978 AIRPORT SURVEYS ELEVATION, HOLD THIS ELEVATION UNTIL
 AE0357'NOS FINAL ADJUSTED ELEV.  IS AVAILABLE.
 AE0357
 AE0357                          STATION RECOVERY (1992)
 AE0357
 AE0357'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AE0357'THE STATION IS LOCATED ON THE FIELD OF MILLER INTERNATIONAL AIRPORT
 AE0357'NEAR THE GEOMETRIC CENTER OF THE FIELD.  IT IS 68.5 FT (20.88 M)
 AE0357'SOUTHWEST OF THE NORTHWEST-SOUTHEAST TAXIWAY(A), 63.0 FT (19.20 M)
 AE0357'EAST SOUTHEAST OF THE SOUTHEAST LEG OF THE LIGHTED TAXIWAY A SIGN,
 AE0357'288.0 FT (87.78 M) NORTHEASTR OF THE CENTERLINE RUNWAY 13-31.
 AE0357'THE MARK IS A STANDARD TOPO DISK SET IN A DRILL HOLE ON THE CENTER OF
 AE0357'THE WEST SIDE OF A CATCH BASIN.  IT IS 4 INCHES BELOW THE GROUND AND
 AE0357'STAMPED, ---ARP 1954---.
 AE0357
 AE0357                          STATION RECOVERY (1992)
 AE0357
 AE0357'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0357'RECOVERED IN GOOD CONDITION.
 AE0357
 AE0357                          STATION RECOVERY (1999)
 AE0357
 AE0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AE0357'THE STATION IS LOCATED AT THE MC ALLEN MILLER INTERNATIONAL AIRPORT IN
 AE0357'THE CONCRETE SURROUNDING A DRAIN IN THE GRASS AREA EAST OF THE
 AE0357'INTERSECTIONS OF TAXIWAYS A (ALPHA) AND A3 (ALPHA 3) .
 AE0357'OWNERSHIP---CITY OF MC ALLEN, TX ADDRESS--P.O.  BOX 220 MC ALLEN, TX
 AE0357'78502.  CONTACT-- JOHN MC GINLEY OPERATIONS AT 210-682-9101--ESCORT
 AE0357'REQUIRED.  TO REACH THE STATION FROM THE JUNCTIONS OF U.S.  HIGHWAY 83
 AE0357'AND STATE HIGHWAY 336 (S 10TH STREET) IN MC ALLEN GO SOUTH ON 10TH
 AE0357'STREET FOR 0.50 MI (0.80 KM) TO WICHITA STREET, TURN RIGHT, WEST, AND
 AE0357'GO 0.45 MI (0.72 KM) TO THE AIRPORT TERMINAL AND GATE 3 ON THE
 AE0357'SOUTHEAST SIDE OF THE TERMINAL BUILDING PASS THROUGH GATE AND GO
 AE0357'SOUTHERLY ACROSS THE APRON FOR .25 MI (0.40 KM) TO THE JUNCTION OF
 AE0357'TAXIWAYS A AND A3 AND THE STATION ON THE LEFT, SET IN THE NORTHWEST
 AE0357'SIDE OF THE CONCRETE SURROUNDING A STEEL DRAIN.  48.1 FT (14.7 M)
 AE0357'SOUTHWEST OF THE SOUTH EDGE OF A PARALLEL TAXIWAY SIGN A3-A.  24.0 FT
 AE0357'(7.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A TAXIWAY SIGN T/W-A. .2
 AE0357'FT (6.1 CM) WEST OF THE WEST EDGE AND IN THE CENTER OF THE CONCRETE
 AE0357'SURROUNDING THE STEEL DRAIN AND 1.0 FT (0.3 M) BELOW THE LEVEL OF THE
 AE0357'DRAIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1268 ***********************************************************************
 CR1268  DESIGNATION -  ARP MUNICIPAL TANK
 CR1268  PID         -  CR1268
 CR1268  STATE/COUNTY-  TX/SMITH
 CR1268  USGS QUAD   -  TROUP EAST (1973)
 CR1268
 CR1268                         *CURRENT SURVEY CONTROL
 CR1268  ___________________________________________________________________
 CR1268* NAD 83(1993)-  32 13 36.13186(N)    095 03 40.37809(W)     ADJUSTED  
 CR1268* NAVD 88     -                                                        
 CR1268  ___________________________________________________________________
 CR1268  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CR1268  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1268
 CR1268  HORZ ORDER  -  THIRD
 CR1268
 CR1268.The horizontal coordinates were established by classical geodetic methods
 CR1268.and adjusted by the National Geodetic Survey in February 1996..
 CR1268
 CR1268
 CR1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1268
 CR1268.The geoid height was determined by GEOID03.
 CR1268
 CR1268;                    North         East     Units Scale Factor Converg.
 CR1268;SPC TXNC     - 2,067,408.444   924,073.588   MT  0.99997545   +1 52 31.8
 CR1268;SPC TXNC     - 6,782,822.54  3,031,731.43   sFT  0.99997545   +1 52 31.8
 CR1268;SPC TX C     - 3,295,593.007 1,196,818.029   MT  1.00011031   +2 42 55.6
 CR1268;SPC TX C     -10,812,291.39  3,926,560.48   sFT  1.00011031   +2 42 55.6
 CR1268;UTM  15      - 3,567,428.086   305,769.479   MT  1.00006525   -1 05 58.3
 CR1268
 CR1268                          SUPERSEDED SURVEY CONTROL
 CR1268
 CR1268  NAD 83(1986)-  32 13 36.14055(N)    095 03 40.36465(W) AD(       ) 4
 CR1268  NAD 27      -  32 13 35.58500(N)    095 03 39.57500(W) AD(       ) 3
 CR1268
 CR1268.Superseded values are not recommended for survey control.
 CR1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1268.See file dsdata.txt to determine how the superseded data were derived.
 CR1268
 CR1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR0576967428(NAD 83)
 CR1268_MARKER: 53 = ELEVATED TANK
 CR1268
 CR1268  HISTORY     - Date     Condition        Report By
 CR1268  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1268  HISTORY     - 1958     GOOD             CGS
 CR1268  HISTORY     - 19910420 GOOD             USPSQD
 CR1268  HISTORY     - 19960420 GOOD             USPSQD
 CR1268  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 CR1268
 CR1268                          STATION DESCRIPTION
 CR1268
 CR1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1268'THE STATION IS LOCATED AT THE WEST EDGE OF THE TOWN.  IT IS A
 CR1268'A 4 LEGGED STEEL STRUCTURE PAINTED SILVER AND APPROXIMATELY
 CR1268'125 FEET HIGH.
 CR1268'
 CR1268'THE POINT INTERSECTED WAS THE BALL AT THE TOP OF TANK.
 CR1268'
 CR1268'TO REACH FROM THE RAILROAD CROSSING JUST NORTHEAST OF THE
 CR1268'RAILROAD STATION IN ARP, GO WESTERLY 0.1 MILE, TURN LEFT
 CR1268'0.05 MILE, TURN RIGHT 0.05 MILE TO THE STATION ON THE LEFT.
 CR1268
 CR1268                          STATION RECOVERY (1958)
 CR1268
 CR1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1268'STATION IS LOCATED IN THE NORTHEAST SECTION OF THE VILLAGE
 CR1268'OF ARP, ABOUT 200 FEET NORTH OF PHILLIPS STREET AND ABOUT
 CR1268'50 FEET WEST OF WILSON STREET.  THE TANK IS SUPPORTED BY A
 CR1268'FOUR LEGGED STEEL STRUCTURE, SILVER IN COLOR, AND HAS AN
 CR1268'OVERALL HEIGHT OF 125 FEET.
 CR1268'
 CR1268'THE TOP AND CENTER WAS THE POINT INTERSECTED.
 CR1268
 CR1268                          STATION RECOVERY (1991)
 CR1268
 CR1268'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 CR1268'RECOVERED IN GOOD CONDITION.
 CR1268
 CR1268                          STATION RECOVERY (1996)
 CR1268
 CR1268'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1268'RECOVERED IN GOOD CONDITION.
 CR1268
 CR1268                          STATION RECOVERY (2004)
 CR1268
 CR1268'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3184 ***********************************************************************
 CS3184  SACS        -  This is a Secondary Airport Control Station.
 CS3184  DESIGNATION -  ARPORT
 CS3184  PID         -  CS3184
 CS3184  STATE/COUNTY-  TX/TARRANT
 CS3184  USGS QUAD   -  ARLINGTON (1981)
 CS3184
 CS3184                         *CURRENT SURVEY CONTROL
 CS3184  ___________________________________________________________________
 CS3184* NAD 83(1993)-  32 39 42.42219(N)    097 05 34.88763(W)     ADJUSTED  
 CS3184* NAVD 88     -       186.45   (meters)     611.7    (feet)  GPS OBS   
 CS3184  ___________________________________________________________________
 CS3184  X           -    -663,701.707 (meters)                     COMP
 CS3184  Y           -  -5,333,809.986 (meters)                     COMP
 CS3184  Z           -   3,422,527.060 (meters)                     COMP
 CS3184  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 CS3184  ELLIP HEIGHT-         159.23  (meters)          (07/09/01) GPS OBS
 CS3184  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CS3184
 CS3184  HORZ ORDER  -  FIRST
 CS3184  ELLP ORDER  -  FOURTH    CLASS II
 CS3184
 CS3184.This mark is at Arlington Muni (F54) Airport (F54)
 CS3184
 CS3184.The horizontal coordinates were established by GPS observations
 CS3184.and adjusted by the National Geodetic Survey in September 1996..
 CS3184
 CS3184.The orthometric height was determined by GPS observations and a
 CS3184.high-resolution geoid model.
 CS3184
 CS3184.GPS derived orthometric heights for airport stations designated as
 CS3184.PACS or SACS are published to 2 decimal places.  This maintains
 CS3184.centimeter relative accuracy between the PACS and SACS.  It does
 CS3184.not indicate centimeter accuracy relative to other marks which are
 CS3184.part of the NAVD 88 network.
 CS3184
 CS3184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3184
 CS3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3184
 CS3184.The ellipsoidal height was determined by GPS observations
 CS3184.and is referenced to NAD 83.
 CS3184
 CS3184.The geoid height was determined by GEOID03.
 CS3184
 CS3184;                    North         East     Units Scale Factor Converg.
 CS3184;SPC TXNC     - 2,111,232.425   731,968.048   MT  0.99989562   +0 46 02.5
 CS3184;SPC TXNC     - 6,926,601.71  2,401,465.17   sFT  0.99989562   +0 46 02.5
 CS3184;UTM  14      - 3,615,399.761   678,832.176   MT  0.99999436   +1 01 45.9
 CS3184
 CS3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3184!SPC TXNC     -   0.99997500  x   0.99989562  =   0.99987062
 CS3184!UTM  14      -   0.99997500  x   0.99999436  =   0.99996936
 CS3184
 CS3184:                Primary Azimuth Mark                     Grid Az
 CS3184:SPC TXNC     -  ARPORT AZ MK                             346 22 26.8
 CS3184:UTM  14      -  ARPORT AZ MK                             346 06 43.4
 CS3184
 CS3184|---------------------------------------------------------------------|
 CS3184| PID    Reference Object                     Distance      Geod. Az  |
 CS3184|                                                           dddmmss.s |
 CS3184| CS3185 ARPORT AZ MK                        APPROX. 0.6 KM 3470829.3 |
 CS3184|---------------------------------------------------------------------|
 CS3184
 CS3184                          SUPERSEDED SURVEY CONTROL
 CS3184
 CS3184  ELLIP H (09/10/96)  159.28   (m)                       GP(       ) 4 2
 CS3184  NAD 83(1993)-  32 39 42.42771(N)    097 05 34.88828(W) AD(       ) 3
 CS3184  ELLIP H (02/16/96)  159.30   (m)                       GP(       ) 5 1
 CS3184  NAD 83(1986)-  32 39 42.43228(N)    097 05 34.87377(W) AD(       ) 3
 CS3184  NAD 27      -  32 39 41.95934(N)    097 05 33.85031(W) AD(       ) 3
 CS3184  NGVD 29 (12/08/88)  186.4    (m)          612.     (f) GPS OBS        
 CS3184
 CS3184.Superseded values are not recommended for survey control.
 CS3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3184.See file dsdata.txt to determine how the superseded data were derived.
 CS3184
 CS3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7883215400(NAD 83)
 CS3184_MARKER: I = METAL ROD
 CS3184_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3184_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3184_STAMPING: ARPORT 1987
 CS3184_MARK LOGO: NGS   
 CS3184_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS3184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS3184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3184+SATELLITE: SATELLITE OBSERVATIONS - December 26, 1994
 CS3184
 CS3184  HISTORY     - Date     Condition        Report By
 CS3184  HISTORY     - 1987     MONUMENTED       NGS
 CS3184  HISTORY     - 19870615 GOOD             NGS
 CS3184  HISTORY     - 19880301 GOOD
 CS3184  HISTORY     - 19941226 SEE DESCRIPTION  NGS
 CS3184  HISTORY     - 19970301 GOOD             USPSQD
 CS3184  HISTORY     - 20050918 POOR             WOOLPT
 CS3184
 CS3184                          STATION DESCRIPTION
 CS3184
 CS3184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3184'THE STATION IS LOCATED IN ARLINGTON AT THE ARLINGTON MUNICIPAL
 CS3184'AIRPORT.  OWNERSHIP--CITY OF ARLINGTON C/O GARY ROBERTSON, P.O. BOX
 CS3184'231, ARLINGTON TX. 76010.  TELEPHONE NUMBER 817-275-3271
 CS3184'EXTENSION7180.
 CS3184'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY
 CS3184'360 IN ARLINGTON.  GO WEST ON INTERSTATE HIGHWAY 20 FOR 3.0 KM
 CS3184'(1.85 MI) TO THE COLLINS STREET EXIT.  GO SOUTH ON COLLINS STREET FOR
 CS3184'1.4 KM (0.85 MI) TO A ROAD RIGHT.  TURN RIGHT, ON THE SOUTH SIDE OF
 CS3184'FIRE STATION NUMBER 12, WEST FOR 0.2 KM (0.10 MI) TO A GATE.  PASS
 CS3184'THROUGH THE GATE FOR 0.1 KM (0.05 MI) TO THE TAXIWAY.  TURN LEFT AND
 CS3184'GO SOUTH ON THE TAXIWAY FOR 0.3 KM (0.20 MI) TO THE STATION ON
 CS3184'THERIGHT, ON THE NORTH SIDE OF THE CROSSOVER.
 CS3184'THE MARK IS 52.4 M (171.9 FT) EAST FROM THE EAST EDGE OF THE RUNWAY,
 CS3184'19.0 M (62.3 FT) NORTH OF THE CENTERLINE OF THE CROSSOVER, 12.1 M
 CS3184'(39.7 FT) WEST OF THE CENTERLINE OF THE TAXIWAY, 4.2 M (13.8 FT) EAST
 CS3184'OF THE EAST END OF A CONCRETE CULVERT HEADWALL AND 4.2 M (13.8
 CS3184'FT)EAST OF A WITNESS POST.
 CS3184'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3184'DESCRIBED BY B.L.L.
 CS3184
 CS3184                          STATION RECOVERY (1987)
 CS3184
 CS3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 CS3184'THIS STATION IS LOCATED AT THE ARLINGTON MUNI AIRPORT.  FROM THE
 CS3184'TERMINAL GO SOUTH EAST ON THE TAXIWAY TO THE FIRST INTERSECTION OF
 CS3184'TAXIWAYS.  THE STATION IS ON THE RIGHT.  13.8 FT (4.2 M) NORTHEAST OF
 CS3184'THE EAST EDGE OF A CONCRETE CULVERT.  61.8 FT (18.8 M) NORTH OF THE
 CS3184'CENTERLINE OF THE EAST WEST TAXIWAY.  39.85 FT (12.15 M) SOUTHWEST OF
 CS3184'THE NORTH SOUTH TAXIWAY.  THE CONCRETE AROUND THE STATION SEEM TO HAVE
 CS3184'BEEN HIT.  THE COVER IS ALSO MISSING.  THE STATION IS MOUNTED FLUSH
 CS3184'WITH THE GROUND.
 CS3184
 CS3184                          STATION RECOVERY (1988)
 CS3184
 CS3184'RECOVERED 1988
 CS3184'RECOVERED IN GOOD CONDITION.
 CS3184
 CS3184                          STATION RECOVERY (1994)
 CS3184
 CS3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS3184'THE STATION IS LOCATED IN ARLINGTON, AT THE ARLINTON MUNICIPAL
 CS3184'AIRPORT.  OWNERSHIP---CITY OF ARLINTON, PO BOX 231, ARLINGTON, TX
 CS3184'76004-0231.  AIRPORT MANAGER IS ROBERT E.  PORTER, PHONE (817)
 CS3184'459-5990.  TO REACH THE STATION FROM THE JUCTION OF INTERSTATE HIGHWAY
 CS3184'20 AND STATE HIGHWAY 360 IN ARLINGTON, GO WEST ON INTERSTATE HIGHWAY
 CS3184'20 FOR 1.85 MI (2.98 KM) TO THE COLLINS STREET EXIT.  TURN LEFT AND GO
 CS3184'SOUTH ON COLLINS STREET FOR 0.85 MI (1.37 KM) TO A ROAD ON THE RIGHT
 CS3184'(ON THE SOUTH SIDE OF FIRE STATION NUMBER 12) .  TURN RIGHT AND GO
 CS3184'WEST ON ROAD FOR 0.1 MI (0.2 KM) TO A GATE.  PASS THROUGH GATE FOR
 CS3184'0.05 MI (0.08 KM) TO THE TAXIWAY.  TURN LEFT AND GO SOUTH ON THE
 CS3184'TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT (ON THE NORTH
 CS3184'SIDE OF THE CROSSOVER) .  THE STATION IS 171.9 FT (52.4 M) EAST FROM
 CS3184'THE EAST EDGE OF THE RUNWAY, 62.3 FT (19.0 M) NORTH OF THE CENTERLINE
 CS3184'OF THE CROSSOVER, 39.7 FT (12.1 M) WEST OF THE CENTERLINE OF THE
 CS3184'TAXIWAY, 13.8 FT (4.2 M) EAST OF THE EAST END OF A CONCRETE CULVERT
 CS3184'HEADWALL AND 13.8 FT (4.2 M) EAST OF A WITNESS POST.  NOTE--LID TO
 CS3184'LOGO CAP IS GONE.
 CS3184
 CS3184                          STATION RECOVERY (1997)
 CS3184
 CS3184'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3184'RECOVERED IN GOOD CONDITION.
 CS3184
 CS3184                          STATION RECOVERY (2005)
 CS3184
 CS3184'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CTS)
 CS3184'LOGO CAP, SLEEVE AND CONCRETE HAVE BEEN DESTROYED -- ONLY STEEL ROD
 CS3184'REMAINS.  162.7 FT EAST-NORTHEAST OF THE EDGE OF RUNWAY 16/34, 156.5
 CS3184'FT WEST-SOUTHWEST OF THE EDGE OF TAXIWAY 'A', 76.8 FT WEST OF THE
 CS3184'NORTHWEST CORNER OF A CONCRETE CULVERT, AND 46.5 FT NORTH OF THE EDGE
 CS3184'OF TAXIWAY 'C'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3185 ***********************************************************************
 CS3185  SACS        -  This is a Secondary Airport Control Station.
 CS3185  DESIGNATION -  ARPORT AZ MK
 CS3185  PID         -  CS3185
 CS3185  STATE/COUNTY-  TX/TARRANT
 CS3185  USGS QUAD   -  ARLINGTON (1981)
 CS3185
 CS3185                         *CURRENT SURVEY CONTROL
 CS3185  ___________________________________________________________________
 CS3185* NAD 83(1993)-  32 40 01.48828(N)    097 05 40.03304(W)     ADJUSTED  
 CS3185* NAVD 88     -       189.88   (meters)     623.0    (feet)  GPS OBS   
 CS3185  ___________________________________________________________________
 CS3185  X           -    -663,795.967 (meters)                     COMP
 CS3185  Y           -  -5,333,481.718 (meters)                     COMP
 CS3185  Z           -   3,423,023.368 (meters)                     COMP
 CS3185  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 CS3185  ELLIP HEIGHT-         162.66  (meters)          (07/09/01) GPS OBS
 CS3185  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CS3185
 CS3185  HORZ ORDER  -  FIRST
 CS3185  ELLP ORDER  -  FOURTH    CLASS II
 CS3185
 CS3185.This mark is at Arlington Muni (F54) Airport (F54)
 CS3185
 CS3185.The horizontal coordinates were established by GPS observations
 CS3185.and adjusted by the National Geodetic Survey in September 1996..
 CS3185
 CS3185.The orthometric height was determined by GPS observations and a
 CS3185.high-resolution geoid model.
 CS3185
 CS3185.GPS derived orthometric heights for airport stations designated as
 CS3185.PACS or SACS are published to 2 decimal places.  This maintains
 CS3185.centimeter relative accuracy between the PACS and SACS.  It does
 CS3185.not indicate centimeter accuracy relative to other marks which are
 CS3185.part of the NAVD 88 network.
 CS3185
 CS3185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3185
 CS3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3185
 CS3185.The ellipsoidal height was determined by GPS observations
 CS3185.and is referenced to NAD 83.
 CS3185
 CS3185.The geoid height was determined by GEOID03.
 CS3185
 CS3185;                    North         East     Units Scale Factor Converg.
 CS3185;SPC TXNC     - 2,111,817.850   731,826.139   MT  0.99989500   +0 45 59.7
 CS3185;SPC TXNC     - 6,928,522.40  2,400,999.59   sFT  0.99989500   +0 45 59.7
 CS3185;UTM  14      - 3,615,984.588   678,687.576   MT  0.99999373   +1 01 43.7
 CS3185
 CS3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3185!SPC TXNC     -   0.99997446  x   0.99989500  =   0.99986946
 CS3185!UTM  14      -   0.99997446  x   0.99999373  =   0.99996819
 CS3185
 CS3185|---------------------------------------------------------------------|
 CS3185| PID    Reference Object                     Distance      Geod. Az  |
 CS3185|                                                           dddmmss.s |
 CS3185| AB2796 F54 A                               370.902 METERS 14232     |
 CS3185| CS3184 ARPORT                              APPROX. 0.6 KM 1670826.5 |
 CS3185|---------------------------------------------------------------------|
 CS3185
 CS3185                          SUPERSEDED SURVEY CONTROL
 CS3185
 CS3185  ELLIP H (09/10/96)  162.70   (m)                       GP(       ) 4 2
 CS3185  NAD 83(1993)-  32 40 01.49333(N)    097 05 40.03492(W) AD(       ) 3
 CS3185  ELLIP H (02/16/96)  162.72   (m)                       GP(       ) 5 1
 CS3185  NAD 83(1986)-  32 40 01.49790(N)    097 05 40.02041(W) AD(       ) 3
 CS3185  NAD 27      -  32 40 01.02545(N)    097 05 38.99671(W) AD(       ) 3
 CS3185  NGVD 29 (12/08/88)  189.8    (m)          623.     (f) GPS OBS        
 CS3185
 CS3185.Superseded values are not recommended for survey control.
 CS3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3185.See file dsdata.txt to determine how the superseded data were derived.
 CS3185
 CS3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7868815985(NAD 83)
 CS3185_MARKER: I = METAL ROD
 CS3185_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3185_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3185_STAMPING: ARPORT AZ MK 1987
 CS3185_MARK LOGO: NGS   
 CS3185_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS3185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS3185+STABILITY: POSITION/ELEVATION WELL
 CS3185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3185+SATELLITE: SATELLITE OBSERVATIONS - December 26, 1994
 CS3185
 CS3185  HISTORY     - Date     Condition        Report By
 CS3185  HISTORY     - 1987     MONUMENTED       NGS
 CS3185  HISTORY     - 19870615 GOOD             NGS
 CS3185  HISTORY     - 19880301 GOOD
 CS3185  HISTORY     - 19941226 GOOD             NGS
 CS3185  HISTORY     - 19970301 GOOD             USPSQD
 CS3185  HISTORY     - 20050918 POOR             WOOLPT
 CS3185
 CS3185                          STATION DESCRIPTION
 CS3185
 CS3185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3185'THE STATION IS LOCATED IN ARLINGTON, AT THE ARLINGTON MUNICIPAL
 CS3185'AIRPORT.  OWNERSHIP-- CITY OF ARLINGTON C/O GARY ROBERTSON, P.O. BOX
 CS3185'231, ARLINGTON, TX 76010. TELEPHONE NUMBER 817-275-3271,
 CS3185'EXTENSION7180.
 CS3185'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CS3185'STATE HIGHWAY 360 IN ARLINGTON.  GO WEST ON INTERSTATE 20 FOR 3.0 KM
 CS3185'(1.85 MI) TO THE COLLINS STREET EXIT.  TURN RIGHT AND GO SOUTH ON
 CS3185'COLLINS STREET FOR 1.4 KM (0.85 MI) TO A ROAD RIGHT, ON THE SOUTH
 CS3185'SIDE OF FIRE STATION NUMBER 12.  TURN RIGHT AND GO WEST ON THIS ROAD
 CS3185'FOR 0.2 KM (0.10 MI) TO A GATE TO THE AIRPORT.  PASS THROUGH THE GATE
 CS3185'FOR 0.1 KM (0.05 MI) TO A NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO
 CS3185'NORTH ON THE TAXIWAY FOR 0.3 KM (0.20 MI) TO THE MARK ON THE LEFT,
 CS3185'ONTHE SOUTH SIDE OF A TAXIWAY-RUNWAY CONNECTOR.
 CS3185'THE MARK IS SET 43.8 M (143.7 FT) EAST OF THE EASTERN EDGE OF THE
 CS3185'RUNWAY, 34.6 M (113.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 CS3185'CONCRETE BASE FOR THE VASI LIGHT, 28.0 M (91.9 FT) SOUTHEAST OF A
 CS3185'SLANTED CENTERLINE OF THE CONNECTOR, 21.5 M (70.5 FT) WEST OF
 CS3185'THECENTERLINE OF THE TAXIWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS
 CS3185'POST.
 CS3185'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3185'DESCRIBED BY V.L.F.
 CS3185
 CS3185                          STATION RECOVERY (1987)
 CS3185
 CS3185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 CS3185'THIS STATION IS LOCATED AT THE NORTH END OF THE ARLINGTON MUNI
 CS3185'AIRPORT.  70.6 FT (21.5 M) WEST OF THE NORTH SOUTH TAXIWAY 14.2 FT
 CS3185'(4.3 M) EAST OF THE SOUTHEAST EDGE OF A RUNWAY SIGN (34 16) .  113.5
 CS3185'FT (34.6 M) NORTHEAST OF THE NORTH EAST CORNER OF THE CONCRETE BASE OF
 CS3185'THE SOUTH SET OF VASIS.  IT IS A STAINLESS STEEL ROD SET INSIDE OF A
 CS3185'SLEEVE MOUNTED FLUSH WITH THE GROUND.
 CS3185
 CS3185                          STATION RECOVERY (1988)
 CS3185
 CS3185'RECOVERED 1988
 CS3185'RECOVERED IN GOOD CONDITION.
 CS3185
 CS3185                          STATION RECOVERY (1994)
 CS3185
 CS3185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS3185'THE STATION IS LOCATED IN ARLINGTON, AT THE ARLINTON MUNICIPAL
 CS3185'AIRPORT.  OWNERSHIP---CITY OF ARLINTON, PO BOX 231, ARLINGTON, TX
 CS3185'76004-0231.  AIRPORT MANAGER IS ROBERT E.  PORTER, PHONE (817)
 CS3185'459-5990.  TO REACH THE STATION FROM THE JUCTION OF INTERSTATE HIGHWAY
 CS3185'20 AND STATE HIGHWAY 360 IN ARLINGTON, GO WEST ON INTERSTATE HIGHWAY
 CS3185'20 FOR 1.85 MI (2.98 KM) TO THE COLLINS STREET EXIT.  TURN LEFT AND GO
 CS3185'SOUTH ON COLLINS STREET FOR 0.85 MI (1.37 KM) TO A ROAD ON THE RIGHT
 CS3185'(ON THE SOUTH SIDE OF FIRE STATION NUMBER 12) .  TURN RIGHT AND GO
 CS3185'WEST ON ROAD FOR 0.1 MI (0.2 KM) TO A GATE.  PASS THROUGH GATE FOR
 CS3185'0.05 MI (0.08 KM) TO A NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO NORTH
 CS3185'ON THE TAXIWAY FOR 0.2 MI (0.3 KM) TO THE MARK ON THE LEFT (ON THE
 CS3185'SOUTH SIDE OF A TAXIWAY-RUNWAY CONNECTOR) .  THE STATION IS 143.7 FT
 CS3185'(43.8 M) EAST OF THE EASTERN EDGE OF THE RUNWAY, 113.5 FT (34.6 M)
 CS3185'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BASE FOR A VASI LIGHT,
 CS3185'91.9 FT (28.0 M) SOUTHEAST OF A SLANTED CENTERLINE OF THE CONNECTOR,
 CS3185'70.9 FT (21.6 M) WEST SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY AND
 CS3185'1.3 FT (0.4 M) EAST OF A WITNESS POST.
 CS3185
 CS3185                          STATION RECOVERY (1997)
 CS3185
 CS3185'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3185'RECOVERED IN GOOD CONDITION.
 CS3185
 CS3185                          STATION RECOVERY (2005)
 CS3185
 CS3185'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CTS)
 CS3185'LOGO CAP, SLEEVE AND CONCRETE HAVE BEEN DESTROYED -- ONLY STEEL ROD
 CS3185'REMAINS. 187.4 FT WEST-SOUTHWEST OF THE EDGE OF TAXIWAY 'A', 132.1 FT
 CS3185'EAST-NORTHEAST OF THE EDGE OF RUNWAY 16/34, 81.1 FT SOUTHWEST OF THE
 CS3185'SOUTHWEST CORNER OF THE '16/34 HOLD SHORT' SIGN, AND 76.8 FT SOUTH OF
 CS3185'THE EDGE OF TAXIWAY 'E'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1421 ***********************************************************************
 AJ1421  DESIGNATION -  ARSIA RANCH WINDMILL
 AJ1421  PID         -  AJ1421
 AJ1421  STATE/COUNTY-  TX/WEBB
 AJ1421  USGS QUAD   -  CUERVO CREEK (1965)
 AJ1421
 AJ1421                         *CURRENT SURVEY CONTROL
 AJ1421  ___________________________________________________________________
 AJ1421* NAD 83(1993)-  27 44 40.71265(N)    099 30 59.82580(W)     ADJUSTED  
 AJ1421* NAVD 88     -                                                        
 AJ1421  ___________________________________________________________________
 AJ1421  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AJ1421  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AJ1421
 AJ1421  HORZ ORDER  -  THIRD
 AJ1421
 AJ1421.The horizontal coordinates were established by classical geodetic methods
 AJ1421.and adjusted by the National Geodetic Survey in February 1996..
 AJ1421
 AJ1421
 AJ1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1421
 AJ1421.The geoid height was determined by GEOID03.
 AJ1421
 AJ1421;                    North         East     Units Scale Factor Converg.
 AJ1421;SPC TX S     - 5,230,632.629   199,772.007   MT  0.99997875   -0 27 41.6
 AJ1421;SPC TX S     -17,160,833.88    655,418.66   sFT  0.99997875   -0 27 41.6
 AJ1421;UTM  14      - 3,069,022.487   449,085.156   MT  0.99963200   -0 14 25.8
 AJ1421
 AJ1421                          SUPERSEDED SURVEY CONTROL
 AJ1421
 AJ1421  NAD 83(1986)-  27 44 40.70903(N)    099 30 59.80059(W) AD(       ) 4
 AJ1421  NAD 27      -  27 44 39.66800(N)    099 30 58.65700(W) AD(       ) 3
 AJ1421
 AJ1421.Superseded values are not recommended for survey control.
 AJ1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1421.See file dsdata.txt to determine how the superseded data were derived.
 AJ1421
 AJ1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4908569022(NAD 83)
 AJ1421_MARKER: 66 = WINDMILL
 AJ1421
 AJ1421  HISTORY     - Date     Condition        Report By
 AJ1421  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1421
 AJ1421                          STATION DESCRIPTION
 AJ1421
 AJ1421'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0713 ***********************************************************************
 AO0713  DESIGNATION -  ARTESIA
 AO0713  PID         -  AO0713
 AO0713  STATE/COUNTY-  TX/LA SALLE
 AO0713  USGS QUAD   -  ARTESIA WELLS (1982)
 AO0713
 AO0713                         *CURRENT SURVEY CONTROL
 AO0713  ___________________________________________________________________
 AO0713* NAD 83(1993)-  28 19 03.16708(N)    099 16 28.47843(W)     ADJUSTED  
 AO0713* NAVD 88     -       166.3    (meters)     546.     (feet)  VERTCON   
 AO0713  ___________________________________________________________________
 AO0713  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AO0713  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AO0713
 AO0713  HORZ ORDER  -  FIRST
 AO0713
 AO0713.The horizontal coordinates were established by classical geodetic methods
 AO0713.and adjusted by the National Geodetic Survey in February 1996..
 AO0713
 AO0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0713
 AO0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0713
 AO0713.The geoid height was determined by GEOID03.
 AO0713
 AO0713;                    North         East     Units Scale Factor Converg.
 AO0713;SPC TXSC     - 4,053,698.093   573,071.145   MT  1.00001953   -0 08 04.3
 AO0713;SPC TXSC     -13,299,507.83  1,880,150.91   sFT  1.00001953   -0 08 04.3
 AO0713;UTM  14      - 3,132,410.024   473,082.361   MT  0.99960894   -0 07 48.9
 AO0713
 AO0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0713!SPC TXSC     -   0.99997777  x   1.00001953  =   0.99999730
 AO0713!UTM  14      -   0.99997777  x   0.99960894  =   0.99958672
 AO0713
 AO0713:                Primary Azimuth Mark                     Grid Az
 AO0713:SPC TXSC     -  COTULLA TV RELAY MAST                    002 59 24.0
 AO0713:UTM  14      -  COTULLA TV RELAY MAST                    002 59 08.6
 AO0713
 AO0713|---------------------------------------------------------------------|
 AO0713| PID    Reference Object                     Distance      Geod. Az  |
 AO0713|                                                           dddmmss.s |
 AO0713| AO0712 COTULLA TV RELAY MAST               APPROX. 4.3 KM 0025119.7 |
 AO0713| CV3669 ARTESIA RM 1                         12.682 METERS 06744     |
 AO0713| CV3668 ARTESIA AZ MK                                      1502746.3 |
 AO0713| AO0714 ARTESIA WELLS RAD MAST              APPROX.13.5 KM 2602655.8 |
 AO0713| CV3670 ARTESIA RM 2                          8.528 METERS 32626     |
 AO0713|---------------------------------------------------------------------|
 AO0713
 AO0713                          SUPERSEDED SURVEY CONTROL
 AO0713
 AO0713  NAD 83(1986)-  28 19 03.16499(N)    099 16 28.45516(W) AD(       ) 1
 AO0713  NAD 27      -  28 19 02.18197(N)    099 16 27.33981(W) AD(       ) 1
 AO0713  NGVD 29 (07/19/86)  166.2    (m)          545.     (f) VERT ANG       
 AO0713
 AO0713.Superseded values are not recommended for survey control.
 AO0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0713.See file dsdata.txt to determine how the superseded data were derived.
 AO0713
 AO0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7308232410(NAD 83)
 AO0713_MARKER: DS = TRIANGULATION STATION DISK
 AO0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0713
 AO0713  HISTORY     - Date     Condition        Report By
 AO0713  HISTORY     - 1972     MONUMENTED       NGS
 AO0713  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 AO0713
 AO0713                          STATION DESCRIPTION
 AO0713
 AO0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0713'THE STATION IS ABOUT 8 MILES SOUTH AND 2-1/2 MILES WEST OF COTULLA,
 AO0713'2-1/2 MILES NORTH AND 1/2 MILE EAST OF ARTESIA WELLS, 0.1 MILE WEST
 AO0713'OF A POINT WHERE U.S. HIGHWAY 81 PASSES OVER THE MISSOURI PACIFIC
 AO0713'RAILROAD TRACK AND ON HIGHWAY PROPERTY.
 AO0713'
 AO0713'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND FARM
 AO0713'ROAD 133 IN ARTESIA WELLS, GO NORTH-NORTHEAST ON HIGHWAY 81 FOR 2.4
 AO0713'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON HIGHWAY 81 FOR
 AO0713'0.4 MILE TO A BRIDGE OVER RAILROAD TRACK, CONTINUE ON HIGHWAY 81 FOR
 AO0713'0.2 MILE TO A TRACK ROAD LEFT, TURN LEFT AND GO SOUTH AND SOUTHWEST
 AO0713'ON THE TRACK ROAD FOR 0.15 MILE TO A METAL GATE AND THE STATION
 AO0713'ON THE LEFT.
 AO0713'
 AO0713'STATION MARKS ARE STANDARD DISKS, STAMPED ARTESIA 1972.  THE SURFACE
 AO0713'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0713'THAT PROJECTS 3 INCHES.  IT IS 49.0 FEET SOUTHEAST OF THE CENTER OF
 AO0713'THE GATE, 7.4 FEET NORTH-NORTHEAST OF A WITNESS POST AND 4.3 FEET
 AO0713'NORTHEAST OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN
 AO0713'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AO0713'
 AO0713'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARTESIA NO 1 1972, SET
 AO0713'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0713'3 INCHES.  IT IS 77.0 FEET SOUTHEAST OF THE CENTER OF THE TRACK
 AO0713'ROAD, 69 FEET EAST-SOUTHEAST OF THE CENTER OF THE GATE, 46.1 FEET
 AO0713'NORTHEAST OF THE WITNESS POST AND FENCE AND ABOUT THE SAME ELEVATION
 AO0713'AS THE STATION.
 AO0713'
 AO0713'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARTESIA NO 2 1972, SET
 AO0713'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0713'3 INCHES.  IT IS 33.7 FEET NORTHWEST OF THE WITNESS POST, 21.3 FEET
 AO0713'SOUTHEAST OF THE CENTER OF THE GATE, 1.0 FOOT NORTHEAST OF THE
 AO0713'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0713'
 AO0713'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARTESIA 1972, SET IN THE TOP
 AO0713'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4 INCHES.
 AO0713'IT IS 120.0 WEST OF THE CENTER OF U.S. HIGHWAY 81, 2.0 FEET NORTH
 AO0713'OF A WITNESS POST AND 1.3 FEET EAST OF A FENCE.
 AO0713'
 AO0713'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AO0713
 AO0713                          STATION RECOVERY (1997)
 AO0713
 AO0713'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0714 ***********************************************************************
 AO0714  DESIGNATION -  ARTESIA WELLS RAD MAST
 AO0714  PID         -  AO0714
 AO0714  STATE/COUNTY-  TX/DIMMIT
 AO0714  USGS QUAD   -  BLOCKER TANK (1982)
 AO0714
 AO0714                         *CURRENT SURVEY CONTROL
 AO0714  ___________________________________________________________________
 AO0714* NAD 83(1993)-  28 17 50.25559(N)    099 24 36.42962(W)     ADJUSTED  
 AO0714* NAVD 88     -                                                        
 AO0714  ___________________________________________________________________
 AO0714  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AO0714  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AO0714
 AO0714  HORZ ORDER  -  THIRD
 AO0714
 AO0714.The horizontal coordinates were established by classical geodetic methods
 AO0714.and adjusted by the National Geodetic Survey in February 1996..
 AO0714
 AO0714
 AO0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0714
 AO0714.The geoid height was determined by GEOID03.
 AO0714
 AO0714;                    North         East     Units Scale Factor Converg.
 AO0714;SPC TXSC     - 4,051,492.420   559,770.195   MT  1.00002581   -0 12 03.3
 AO0714;SPC TXSC     -13,292,271.38  1,836,512.71   sFT  1.00002581   -0 12 03.3
 AO0714;UTM  14      - 3,130,204.003   459,787.052   MT  0.99961996   -0 11 39.9
 AO0714
 AO0714                          SUPERSEDED SURVEY CONTROL
 AO0714
 AO0714  NAD 83(1986)-  28 17 50.25317(N)    099 24 36.40621(W) AD(       ) 4
 AO0714  NAD 27      -  28 17 49.26657(N)    099 24 35.27121(W) AD(       ) 3
 AO0714
 AO0714.Superseded values are not recommended for survey control.
 AO0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0714.See file dsdata.txt to determine how the superseded data were derived.
 AO0714
 AO0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS5978730204(NAD 83)
 AO0714_MARKER: 42 = RADIO/TV MAST
 AO0714
 AO0714  HISTORY     - Date     Condition        Report By
 AO0714  HISTORY     - 1972     FIRST OBSERVED   NGS
 AO0714  HISTORY     - 19970802 GOOD             USPSQD
 AO0714
 AO0714                          STATION DESCRIPTION
 AO0714
 AO0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0714'THE STATION, ARTESIA WELLS RADIO MAST KAK 942, IS THE LIGHT ATOP A
 AO0714'TRIANGULAR STEEL, GUYED MAST, PAINTED RED AND WHITE, THAT HAS AN
 AO0714'OVERALL HEIGHT OF 250 FEET.  IT IS OWNED BY THE U.S. GOVERNMENT,
 AO0714'DEPARTMENT OF JUSTICE, BORDER PATROL.  THE TELEPHONE NUMBER OF THE
 AO0714'BORDER PATROL IN LAREDO IS 723-4367 OR 723-4368.
 AO0714'
 AO0714'THE STATION IS ABOUT 8 MILES WEST AND 1 MILE NORTH OF ARTESIA WELLS,
 AO0714'12 MILES EAST AND 3 MILES SOUTH OF CATARINA AND 0.05 MILE SOUTH OF
 AO0714'FARM ROAD 133.
 AO0714'
 AO0714'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND FARM
 AO0714'ROAD 133 AT ARTESIA WELLS, GO WEST-NORTHWEST ON ROAD 133 FOR 8.0
 AO0714'MILES TO THE STATION ON THE LEFT.
 AO0714
 AO0714                          STATION RECOVERY (1997)
 AO0714
 AO0714'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2339 ***********************************************************************
 AN2339  DESIGNATION -  ARTESIAN
 AN2339  PID         -  AN2339
 AN2339  STATE/COUNTY-  TX/REFUGIO
 AN2339  USGS QUAD   -  TIVOLI (1973)
 AN2339
 AN2339                         *CURRENT SURVEY CONTROL
 AN2339  ___________________________________________________________________
 AN2339* NAD 83(1993)-  28 23 00.11448(N)    096 54 43.73188(W)     ADJUSTED  
 AN2339* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AN2339  ___________________________________________________________________
 AN2339  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AN2339  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN2339
 AN2339  HORZ ORDER  -  THIRD
 AN2339
 AN2339.The horizontal coordinates were established by classical geodetic methods
 AN2339.and adjusted by the National Geodetic Survey in February 1996..
 AN2339
 AN2339.The orthometric height was scaled from a topographic map.
 AN2339
 AN2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2339
 AN2339.The geoid height was determined by GEOID03.
 AN2339
 AN2339;                    North         East     Units Scale Factor Converg.
 AN2339;SPC TXSC     - 4,062,787.469   804,622.788   MT  0.99999999   +1 01 22.3
 AN2339;SPC TXSC     -13,329,328.55  2,639,833.26   sFT  0.99999999   +1 01 22.3
 AN2339;UTM  14      - 3,141,443.263   704,576.799   MT  1.00011654   +0 59 34.2
 AN2339
 AN2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2339!SPC TXSC     -   1.00000334  x   0.99999999  =   1.00000333
 AN2339!UTM  14      -   1.00000334  x   1.00011654  =   1.00011988
 AN2339
 AN2339|---------------------------------------------------------------------|
 AN2339| PID    Reference Object                     Distance      Geod. Az  |
 AN2339|                                                           dddmmss.s |
 AN2339| CV5970 ARTESIAN RM 2                         6.304 METERS 18121     |
 AN2339| CV5968 ARTESIAN AZ MK                                     1965616.5 |
 AN2339| CV5969 ARTESIAN RM 1                         7.364 METERS 27537     |
 AN2339|---------------------------------------------------------------------|
 AN2339
 AN2339                          SUPERSEDED SURVEY CONTROL
 AN2339
 AN2339  NAD 83(1986)-  28 23 00.12387(N)    096 54 43.71420(W) AD(       ) 3
 AN2339  NAD 27      -  28 22 59.10800(N)    096 54 42.76200(W) AD(       ) 3
 AN2339
 AN2339.Superseded values are not recommended for survey control.
 AN2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2339.See file dsdata.txt to determine how the superseded data were derived.
 AN2339
 AN2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0457741443(NAD 83)
 AN2339_MARKER: DS = TRIANGULATION STATION DISK
 AN2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2339_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2339
 AN2339  HISTORY     - Date     Condition        Report By
 AN2339  HISTORY     - 1952     MONUMENTED       CGS
 AN2339  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN2339  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN2339
 AN2339                          STATION DESCRIPTION
 AN2339
 AN2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2339'THE STATION IS LOCATED ABOUT 5.2 MILES SOUTH-SOUTHWEST OF
 AN2339'TIVOLI ON THE ROAD RIGHT-OF-WAY.  54 FEET WEST OF THE CENTER
 AN2339'LINE OF STATE HIGHWAY 35.  41 FEET WEST OF THE SOUTHWEST CORNER
 AN2339'OF A CONCRETE BRIDGE.  19 FEET NORTH OF A FENCE CORNER AND 11
 AN2339'FEET SOUTHEAST OF A 4 BY 4 WITNESS POST.  IT IS A STANDARD
 AN2339'STATION MARK DISK SET IN THE TOP OF A CONCRETE POST THAT IS
 AN2339'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS STAMPED
 AN2339'ARTESIAN 1952.
 AN2339'
 AN2339'TO REACH THE STATION FROM THE POST OFFICE IN TIVOLI, GO
 AN2339'SOUTH-SOUTHWEST ON STATE HIGHWAY 35 FOR 5.2 MILES TO A SMALL
 AN2339'CONCRETE BRIDGE AND THE STATION ON THE RIGHT AS DESCRIBED.
 AN2339'(CONTINUE ON STATE HIGHWAY 35 FOR 0.5 MILE TO A SMALL CONCRETE
 AN2339'BRIDGE AND THE AZIMUTH MARK ON THE LEFT.
 AN2339'
 AN2339'REFERENCE MARK NO. 1 IS 79 FEET WEST OF STATE HIGHWAY 35, 30
 AN2339'FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH OF AN EAST-WEST
 AN2339'FENCE.  IT IS A STANDARD DISK STAMPED ARTESIAN NO 1 1952.
 AN2339'
 AN2339'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 AN2339'IT IS 50 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 35
 AN2339'AND 2 FEET SOUTHEAST OF A FENCE CORNER.  IT IS A STANDARD
 AN2339'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES.
 AN2339'THE MARK IS STAMPED ARTESIAN NO 2 1952.
 AN2339'
 AN2339'THE AZIMUTH MARK IS 52 FEET EAST OF STATE HIGHWAY 35, 31
 AN2339'FEET SOUTH OF AN EAST-WEST PAVED ROAD, 2 FEET EAST OF A WITNESS
 AN2339'POST AND 1 FOOT NORTHEAST OF A FENCE CORNER.  IT IS A STANDARD
 AN2339'DISK STAMPED ARTESIAN 1952.
 AN2339
 AN2339                          STATION RECOVERY (1994)
 AN2339
 AN2339'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2339'MARK NOT FOUND.
 AN2339
 AN2339                          STATION RECOVERY (1999)
 AN2339
 AN2339'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1173 ***********************************************************************
 CU1173  DESIGNATION -  ARVANA ET
 CU1173  PID         -  CU1173
 CU1173  STATE/COUNTY-  TX/DAWSON
 CU1173  USGS QUAD   -  LAMESA NORTH (1968)
 CU1173
 CU1173                         *CURRENT SURVEY CONTROL
 CU1173  ___________________________________________________________________
 CU1173* NAD 83(1993)-  32 49 14.87075(N)    101 54 33.52262(W)     ADJUSTED  
 CU1173* NAVD 88     -       922.0    (meters)    3025.     (feet)  VERTCON   
 CU1173  ___________________________________________________________________
 CU1173  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 CU1173  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CU1173
 CU1173  HORZ ORDER  -  SECOND
 CU1173
 CU1173.The horizontal coordinates were established by classical geodetic methods
 CU1173.and adjusted by the National Geodetic Survey in February 1996..
 CU1173
 CU1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1173
 CU1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1173
 CU1173.The geoid height was determined by GEOID03.
 CU1173
 CU1173;                    North         East     Units Scale Factor Converg.
 CU1173;SPC TXNC     - 2,133,160.581   280,840.440   MT  0.99988069   -1 51 33.9
 CU1173;SPC TXNC     - 6,998,544.34    921,390.68   sFT  0.99988069   -1 51 33.9
 CU1173;UTM  14      - 3,635,170.875   227,627.492   MT  1.00051486   -1 34 40.3
 CU1173
 CU1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1173!SPC TXNC     -   0.99985905  x   0.99988069  =   0.99973976
 CU1173!UTM  14      -   0.99985905  x   1.00051486  =   1.00037384
 CU1173
 CU1173|---------------------------------------------------------------------|
 CU1173| PID    Reference Object                     Distance      Geod. Az  |
 CU1173|                                                           dddmmss.s |
 CU1173| CH7870 ARVANA ET RM 1                       14.278 METERS 19721     |
 CU1173| CU1165 LAMESA ET USGS 1968                 APPROX.11.0 KM 1983404.1 |
 CU1173| CH7871 ARVANA ET RM 2                       21.628 METERS 28126     |
 CU1173|---------------------------------------------------------------------|
 CU1173
 CU1173                          SUPERSEDED SURVEY CONTROL
 CU1173
 CU1173  NAD 83(1986)-  32 49 14.87882(N)    101 54 33.51490(W) AD(       ) 2
 CU1173  NAD 27      -  32 49 14.52001(N)    101 54 31.97159(W) AD(       ) 2
 CU1173  NGVD 29 (07/19/86)  921.7    (m)         3024.     (f) VERT ANG       
 CU1173
 CU1173.Superseded values are not recommended for survey control.
 CU1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1173.See file dsdata.txt to determine how the superseded data were derived.
 CU1173
 CU1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2762735171(NAD 83)
 CU1173_MARKER: DD = SURVEY DISK
 CU1173_SETTING: 0 = UNSPECIFIED SETTING
 CU1173
 CU1173  HISTORY     - Date     Condition        Report By
 CU1173  HISTORY     - 1968     MONUMENTED       USGS
 CU1173
 CU1173                          STATION DESCRIPTION
 CU1173
 CU1173'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CU1173'THE STATION IS LOCATED NORTH 24 DEG EAST ABOUT 6.3 MILES
 CU1173'AIRLINE FROM LAMESA, TEXAS ON THE EAST SPOIL BANK OF A RAILROAD CUT.
 CU1173'
 CU1173'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND 180 IN LAMESA, GO
 CU1173'6.3 MILES NORTH ON U.S. HIGHWAY 87 TO THE STATION SITE ON THE
 CU1173'RIGHT ACROSS THE RAILROAD TRACKS.  THE STATION IS 36.2 FEET
 CU1173'EAST-SOUTHEAST NORMAL FROM THE EAST RAIL OF THE TRACKS AND 17
 CU1173'FEET NORTHEAST OF A WHISTLE POST SIGN.  THE STATION IS 4.5 FEET
 CU1173'WEST-NORTHWEST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 CU1173'
 CU1173'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 CU1173'DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG TILE,
 CU1173'6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 CU1173'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED ARVANA ET 1968.
 CU1173'
 CU1173'REFERENCE MARK NO. 1--THE REFERENCE MARK IS ON THE EAST SPOIL
 CU1173'BANK OF THE RAILROAD.  A USGS BRONZE REFERENCE MARK TABLET
 CU1173'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET,
 CU1173'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 CU1173'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND
 CU1173'AND IS STAMPED ARVANA ET 1968 - 1.
 CU1173'
 CU1173'REFERENCE MARK NO. 2--THE REFERENCE MARK IS ON THE WEST SPOIL
 CU1173'BANK OF THE RAILROAD.  A USGS BRONZE REFERENCE MARK TABLET
 CU1173'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 CU1173'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG
 CU1173'FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 CU1173'IS STAMPED ARVANA ET 1968 - 2.
 CU1173'
 CU1173'STATION AKINS 1932 IS VISIBLE FROM THE GROUND AND WILL SERVE
 CU1173'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1461 ***********************************************************************
 DN1461  DESIGNATION -  ARZO
 DN1461  PID         -  DN1461
 DN1461  STATE/COUNTY-  TX/JACK
 DN1461  USGS QUAD   -  GIBTOWN (1976)
 DN1461
 DN1461                         *CURRENT SURVEY CONTROL
 DN1461  ___________________________________________________________________
 DN1461* NAD 83(1993)-  33 06 52.65720(N)    097 56 21.47324(W)     ADJUSTED  
 DN1461* NAVD 88     -       361.9    (meters)    1187.     (feet)  VERTCON   
 DN1461  ___________________________________________________________________
 DN1461  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 DN1461  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DN1461
 DN1461  HORZ ORDER  -  THIRD
 DN1461
 DN1461.The horizontal coordinates were established by classical geodetic methods
 DN1461.and adjusted by the National Geodetic Survey in February 1996..
 DN1461
 DN1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1461
 DN1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1461
 DN1461.The geoid height was determined by GEOID03.
 DN1461
 DN1461;                    North         East     Units Scale Factor Converg.
 DN1461;SPC TXNC     - 2,160,703.681   652,324.648   MT  0.99987322   +0 18 20.9
 DN1461;SPC TXNC     - 7,088,908.66  2,140,168.45   sFT  0.99987322   +0 18 20.9
 DN1461;UTM  14      - 3,664,495.088   598,960.321   MT  0.99972074   +0 34 46.3
 DN1461
 DN1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1461!SPC TXNC     -   0.99994761  x   0.99987322  =   0.99982083
 DN1461!UTM  14      -   0.99994761  x   0.99972074  =   0.99966836
 DN1461
 DN1461                          SUPERSEDED SURVEY CONTROL
 DN1461
 DN1461  NAD 83(1993)-  33 06 52.65586(N)    097 56 21.46968(W) AD(       ) 3
 DN1461  NAD 83(1986)-  33 06 52.66079(N)    097 56 21.45852(W) AD(       ) 3
 DN1461  NGVD 29 (07/26/91)  361.8    (m)         1187.     (f) VERT ANG       
 DN1461
 DN1461.Superseded values are not recommended for survey control.
 DN1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1461.See file dsdata.txt to determine how the superseded data were derived.
 DN1461
 DN1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB9896064495(NAD 83)
 DN1461_MARKER: DD = SURVEY DISK
 DN1461_SETTING: 0 = UNSPECIFIED SETTING
 DN1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1461
 DN1461  HISTORY     - Date     Condition        Report By
 DN1461  HISTORY     - 1958     MONUMENTED       USGS
 DN1461
 DN1461                          STATION DESCRIPTION
 DN1461
 DN1461'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1461'THE STATION IS ABOUT 5.5 MI. N. OF GIBTOWN, ABOUT 4 MI. SSE. OF
 DN1461'VINEYARD, ON THE NE. CORNER OF THE N. ONE OF TWO MESAS AND IN A
 DN1461'PASTURE OWNED BY MR. ARZO SHEPHERD.
 DN1461'
 DN1461'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 2210 AND STATE
 DN1461'HIGHWAY 199, 3 MI. N. OF GIBTOWN, GO N. ON A GRADED DIRT RD. FOR 2.8
 DN1461'MI. TO A RIGHT ANGLE TURN AND GATE ON THE RIGHT, THENCE RIGHT (N.)
 DN1461'THROUGH GATE AND ALONG LANE FOR 0.6 MI. TO GATE.  PASS THROUGH GATE
 DN1461'AND GO E. AND N. FOR 0.4 MI. TO NE. EDGE OF MESA AND END OF TRUCK
 DN1461'TRAVEL.  PACK S. FOR ABOUT 3 MINUTES TO TOP AND NE. CORNER OF MESA
 DN1461'AND STATION.
 DN1461'
 DN1461'STATION MARK--A STANDARD USGS TABLET STAMPED---ARZO 1958---, SET IN
 DN1461'A ROCK OUTCROP.
 DN1461'
 DN1461'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0550 ***********************************************************************
 BZ0550  DESIGNATION -  ASH
 BZ0550  PID         -  BZ0550
 BZ0550  STATE/COUNTY-  TX/HILL
 BZ0550  USGS QUAD   -  MALONE (1978)
 BZ0550
 BZ0550                         *CURRENT SURVEY CONTROL
 BZ0550  ___________________________________________________________________
 BZ0550* NAD 83(1993)-  31 56 42.27778(N)    096 57 43.82295(W)     ADJUSTED  
 BZ0550* NAVD 88     -       173.085  (meters)     567.86   (feet)  ADJUSTED  
 BZ0550  ___________________________________________________________________
 BZ0550  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 BZ0550  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BZ0550  DYNAMIC HT  -         172.873 (meters)     567.17  (feet)  COMP
 BZ0550  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 BZ0550
 BZ0550  HORZ ORDER  -  SECOND
 BZ0550  VERT ORDER  -  FIRST     CLASS II
 BZ0550
 BZ0550.The horizontal coordinates were established by classical geodetic methods
 BZ0550.and adjusted by the National Geodetic Survey in February 1996..
 BZ0550
 BZ0550.The orthometric height was determined by differential leveling
 BZ0550.and adjusted by the National Geodetic Survey in June 1991..
 BZ0550
 BZ0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0550
 BZ0550.The geoid height was determined by GEOID03.
 BZ0550
 BZ0550.The dynamic height is computed by dividing the NAVD 88
 BZ0550.geopotential number by the normal gravity value computed on the
 BZ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0550.degrees latitude (g = 980.6199 gals.).
 BZ0550
 BZ0550.The modeled gravity was interpolated from observed gravity values.
 BZ0550
 BZ0550;                    North         East     Units Scale Factor Converg.
 BZ0550;SPC TXNC     - 2,031,938.697   745,403.817   MT  1.00005746   +0 50 19.4
 BZ0550;SPC TXNC     - 6,666,452.21  2,445,545.69   sFT  1.00005746   +0 50 19.4
 BZ0550;SPC TX C     - 3,257,416.275 1,018,697.956   MT  1.00001717   +1 44 10.8
 BZ0550;SPC TX C     -10,687,039.90  3,342,178.21   sFT  1.00001717   +1 44 10.8
 BZ0550;UTM  14      - 3,536,160.793   692,616.308   MT  1.00005757   +1 04 42.8
 BZ0550
 BZ0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0550!SPC TXNC     -   0.99997700  x   1.00005746  =   1.00003446
 BZ0550!SPC TX C     -   0.99997700  x   1.00001717  =   0.99999417
 BZ0550!UTM  14      -   0.99997700  x   1.00005757  =   1.00003457
 BZ0550
 BZ0550:                Primary Azimuth Mark                     Grid Az
 BZ0550:SPC TXNC     -  WALLING SALEM EVAN LUTH CH TWR           081 29 29.2
 BZ0550:SPC TX C     -  WALLING SALEM EVAN LUTH CH TWR           080 35 37.8
 BZ0550:UTM  14      -  WALLING SALEM EVAN LUTH CH TWR           081 15 05.8
 BZ0550
 BZ0550|---------------------------------------------------------------------|
 BZ0550| PID    Reference Object                     Distance      Geod. Az  |
 BZ0550|                                                           dddmmss.s |
 BZ0550| BZ1436 WALLING SALEM EVAN LUTH CH TWR      APPROX. 6.2 KM 0821948.6 |
 BZ0550| BZ0551 ASH RM 1                             33.382 METERS 11430     |
 BZ0550| BZ1435 MALONE MUNICIPAL TANK               APPROX. 7.0 KM 1160150.5 |
 BZ0550| BZ1241 ABBOTT METHODIST CH STEEPLE         APPROX.12.3 KM 2371711.7 |
 BZ0550| BZ0549 ASH AZ MK                                          2944700.0 |
 BZ0550| BZ1243 BYNUM BAPTIST CHURCH STEEPLE        APPROX. 5.1 KM 3040531.5 |
 BZ0550| BZ0552 ASH RM 2                             28.923 METERS 35438     |
 BZ0550|---------------------------------------------------------------------|
 BZ0550
 BZ0550                          SUPERSEDED SURVEY CONTROL
 BZ0550
 BZ0550  NAD 83(1986)-  31 56 42.28599(N)    096 57 43.80319(W) AD(       ) 2
 BZ0550  NAD 27      -  31 56 41.72100(N)    096 57 42.80500(W) AD(       ) 2
 BZ0550  NGVD 29 (??/??/92)  173.060  (m)          567.78   (f) ADJ UNCH    1 2
 BZ0550
 BZ0550.Superseded values are not recommended for survey control.
 BZ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0550.See file dsdata.txt to determine how the superseded data were derived.
 BZ0550
 BZ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA9261636161(NAD 83)
 BZ0550_MARKER: DS = TRIANGULATION STATION DISK
 BZ0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0550_STAMPING: ASH 1948
 BZ0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0550+STABILITY: SURFACE MOTION
 BZ0550
 BZ0550  HISTORY     - Date     Condition        Report By
 BZ0550  HISTORY     - 1948     MONUMENTED       CGS
 BZ0550  HISTORY     - 1952     GOOD             CGS
 BZ0550  HISTORY     - 1952     GOOD             NGS
 BZ0550  HISTORY     - 1980     POOR             NGS
 BZ0550  HISTORY     - 1980     POOR             NGS
 BZ0550  HISTORY     - 19950408 GOOD             USPSQD
 BZ0550  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0550
 BZ0550                          STATION DESCRIPTION
 BZ0550
 BZ0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ0550'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF HILLSBORO,
 BZ0550'AND ABOUT 4 MILES NORTHWEST OF MALONE.  IT IS ON THE RIGHT-OF-WAY
 BZ0550'OF STATE HIGHWAY 171, 51 FEET WEST OF THE CENTER LINE OF A
 BZ0550'DRIVEWAY, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 BZ0550'5 FEET NORTHWEST OF A WITNESS POST, AND 2 FEET NORTH OF
 BZ0550'A FENCE LINE.  THE DISK IS STAMPED ASH 1948 AND PROJECTS
 BZ0550'6 INCHES.
 BZ0550'
 BZ0550'REFERENCE MARK NO. 1 IS 109.52 FEET EAST OF THE STATION,
 BZ0550'47 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT
 BZ0550'NORTH OF THE FENCE.  THE DISK IS STAMPED ASH NO 1 1948 AND
 BZ0550'PROJECTS 6 INCHES.
 BZ0550'
 BZ0550'REFERENCE MARK NO. 2 IS 94.89 FEET NORTH OF THE STATION,
 BZ0550'AND 37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  STAMPED
 BZ0550'ASH NO 2 1948 AND PROJECTS 6 INCHES.
 BZ0550'
 BZ0550'THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE WEST-NORTHWEST
 BZ0550'OF THE STATION, 56 FEET EAST OF THE CENTER LINE OF A SIDE
 BZ0550'ROAD, AND 22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 BZ0550'IT IS SET IN A DRILL HOLE IN THE SOUTH HEADWALL OF A CONCRETE
 BZ0550'CULVERT AND IS FLUSH WITH THE SHOULDER OF THE ROAD.  THE
 BZ0550'DISK IS STAMPED ASH 1948.
 BZ0550'
 BZ0550'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 BZ0550'81 AND 77, AND STATE HIGHWAYS 171 AND 22 IN HILLSBORO, GO
 BZ0550'SOUTHEAST ON STATE HIGHWAY 171 FOR 11.15 MILES TO THE AZIMUTH
 BZ0550'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.45 MILE
 BZ0550'TO THE STATION ON THE RIGHT AS DESCRIBED.
 BZ0550'
 BZ0550'A 74 FOOT SIGNAL AT ABBOTT IS VISIBLE AT 10 FEET.
 BZ0550'
 BZ0550'A 100 FOOT SIGNAL AT PECAN IS VISIBLE AT 10 FEET.
 BZ0550'
 BZ0550'A 74 FOOT SIGNAL AT BYNUM IS VISIBLE AT 10 FEET.
 BZ0550'
 BZ0550'A 74 FOOT SIGNAL AT BRANDON IS VISIBLE FROM THE GROUND.
 BZ0550'
 BZ0550'A 100 FOOT SIGNAL AT IRENE IS VISIBLE FROM THE GROUND.
 BZ0550'
 BZ0550'A 74 FOOT SIGNAL AT MALONE IS VISIBLE AT 10 FEET.
 BZ0550'
 BZ0550'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 BZ0550
 BZ0550                          STATION RECOVERY (1952)
 BZ0550
 BZ0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 BZ0550'2.95 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE HIGH
 BZ0550'SCHOOL AT BYNUM, 46 FEET SOUTHWEST OF THE CENTER LINE OF
 BZ0550'THE HIGHWAY, 60 FEET SOUTHEAST OF A FENCE CORNER, 41 FEET
 BZ0550'NORTHWEST OF A TELEPHONE POLE, 2 FEET WEST OF A WITNESS
 BZ0550'POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 BZ0550'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND STAMPED ASH 1948.
 BZ0550'
 BZ0550'ASH R.M. 1 IS 109.5 FEET SOUTHEAST OF TRIANGULATION STATION
 BZ0550'ASH 1948, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BZ0550'MIDWAY BETWEEN TWO TELEPHONE POLES, A REFERENCE MARK DISK
 BZ0550'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 BZ0550'ABOVE THE GROUND, STAMPED ASH NO 1 1948.
 BZ0550'
 BZ0550'ASH R.M. 2 IS 94.6 FEET NORTH OF TRIANGULATION STATION ASH
 BZ0550'1948, 36 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BZ0550'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 BZ0550'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED ASH NO
 BZ0550'2 1948.
 BZ0550'
 BZ0550'ASH AZIMUTH 1948 IS 0.45 MILE NORTHWEST OF TRIANGULATION
 BZ0550'STATION ASH 1948, 22 FEET SOUTHWEST OF THE CENTER LINE OF
 BZ0550'STATE HIGHWAY 171, 60 FEET EAST OF THE CENTER LINE OF A
 BZ0550'ROAD LEADING SOUTH, AN AZIMUTH MARK DISK SET IN THE TOP
 BZ0550'OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT, 4 FEET
 BZ0550'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL, STAMPED
 BZ0550'ASH 1948.
 BZ0550
 BZ0550                          STATION RECOVERY (1952)
 BZ0550
 BZ0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BZ0550'2.95 MI SE FROM BYNUM.
 BZ0550'2.95 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE HIGH SCHOOL AT
 BZ0550'BYNUM, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 60 FEET
 BZ0550'SOUTHEAST OF A FENCE CORNER, 41 FEET NORTHWEST OF A TELEPHONE POLE, 2
 BZ0550'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0550'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BZ0550
 BZ0550                          STATION RECOVERY (1980)
 BZ0550
 BZ0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 BZ0550'MARK TITLED, NOT LEVELED TO THIS DATE.
 BZ0550
 BZ0550                          STATION RECOVERY (1980)
 BZ0550
 BZ0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0550'NOTE-MARK IS TILTED, NOT LEVELED TO AT THIS TIME.
 BZ0550
 BZ0550                          STATION RECOVERY (1995)
 BZ0550
 BZ0550'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0550'RECOVERED IN GOOD CONDITION.
 BZ0550
 BZ0550                          STATION RECOVERY (2003)
 BZ0550
 BZ0550'RECOVERY NOTE BY US POWER SQUADRON 2003 (KW)
 BZ0550'STATE HIGHWAY DEPARTMENT HAS WIDEND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0394 ***********************************************************************
 BP0394  DESIGNATION -  ASH
 BP0394  PID         -  BP0394
 BP0394  STATE/COUNTY-  TX/BREWSTER
 BP0394  USGS QUAD   -  MOUNT ORD (1983)
 BP0394
 BP0394                         *CURRENT SURVEY CONTROL
 BP0394  ___________________________________________________________________
 BP0394* NAD 83(1993)-  30 12 03.03226(N)    103 34 36.24004(W)     ADJUSTED  
 BP0394* NAVD 88     -      1538.385  (meters)    5047.18   (feet)  ADJUSTED  
 BP0394  ___________________________________________________________________
 BP0394  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 BP0394  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 BP0394  DYNAMIC HT  -        1535.817 (meters)    5038.76  (feet)  COMP
 BP0394  MODELED GRAV-     978,917.7   (mgal)                       NAVD 88
 BP0394
 BP0394  HORZ ORDER  -  SECOND
 BP0394  VERT ORDER  -  SECOND    CLASS 0
 BP0394
 BP0394.The horizontal coordinates were established by classical geodetic methods
 BP0394.and adjusted by the National Geodetic Survey in February 1996..
 BP0394
 BP0394.The orthometric height was determined by differential leveling
 BP0394.and adjusted by the National Geodetic Survey in June 1991..
 BP0394
 BP0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0394
 BP0394.The geoid height was determined by GEOID03.
 BP0394
 BP0394.The dynamic height is computed by dividing the NAVD 88
 BP0394.geopotential number by the normal gravity value computed on the
 BP0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0394.degrees latitude (g = 980.6199 gals.).
 BP0394
 BP0394.The modeled gravity was interpolated from observed gravity values.
 BP0394
 BP0394;                    North         East     Units Scale Factor Converg.
 BP0394;SPC TXSC     - 4,271,014.001   159,422.459   MT  0.99997721   -2 14 31.9
 BP0394;SPC TXSC     -14,012,485.10    523,038.52   sFT  0.99997721   -2 14 31.9
 BP0394;UTM  13      - 3,341,896.714   637,000.530   MT  0.99983156   +0 42 57.8
 BP0394
 BP0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0394!SPC TXSC     -   0.99976174  x   0.99997721  =   0.99973896
 BP0394!UTM  13      -   0.99976174  x   0.99983156  =   0.99959334
 BP0394
 BP0394:                Primary Azimuth Mark                     Grid Az
 BP0394:SPC TXSC     -  X 706                                    197 20 36.4
 BP0394:UTM  13      -  X 706                                    194 23 06.7
 BP0394
 BP0394|---------------------------------------------------------------------|
 BP0394| PID    Reference Object                     Distance      Geod. Az  |
 BP0394|                                                           dddmmss.s |
 BP0394| BP0395 X 706                                              1950604.5 |
 BP0394| BP0393 ASH RM 1                             13.622 METERS 19944     |
 BP0394| BP0392 ASH RM 2                             15.140 METERS 27511     |
 BP0394|---------------------------------------------------------------------|
 BP0394
 BP0394                          SUPERSEDED SURVEY CONTROL
 BP0394
 BP0394  NAD 83(1986)-  30 12 03.02319(N)    103 34 36.23746(W) AD(       ) 2
 BP0394  NAD 27      -  30 12 02.46000(N)    103 34 34.57400(W) AD(       ) 2
 BP0394  NGVD 29 (??/??/92) 1537.856  (m)         5045.45   (f) ADJ UNCH    2 0
 BP0394
 BP0394.Superseded values are not recommended for survey control.
 BP0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0394.See file dsdata.txt to determine how the superseded data were derived.
 BP0394
 BP0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP3700141897(NAD 83)
 BP0394_MARKER: DS = TRIANGULATION STATION DISK
 BP0394_SETTING: 66 = SET IN ROCK OUTCROP
 BP0394_SP_SET: ROCK OUTCROP
 BP0394_STAMPING: ASH 1943
 BP0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0394+STABILITY: POSITION/ELEVATION WELL
 BP0394
 BP0394  HISTORY     - Date     Condition        Report By
 BP0394  HISTORY     - 1943     MONUMENTED       CGS
 BP0394  HISTORY     - 1958     GOOD             NGS
 BP0394  HISTORY     - 1975     GOOD             USGS
 BP0394  HISTORY     - 19961008 GOOD             USPSQD
 BP0394
 BP0394                          STATION DESCRIPTION
 BP0394
 BP0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0394'STATION IS ABOUT 13 MILES, AIR LINE, S OF ALPINE AND 130 PACES
 BP0394'E OF THE E RIGHT-OF-WAY FENCE LINE OF THE TERLINGUA-ALPINE
 BP0394'HIGHWAY.  IT IS ALONG THE W SIDE OF THE ASH CREEK VALLEY.  IT
 BP0394'IS ON A LOW, ROCKY RIDGE WHICH IS ABOUT 10 FEET HIGHER THAN
 BP0394'THE SURROUNDING AREA.
 BP0394'
 BP0394'STATION IS ON THE HIGHEST POINT OF THE LOW HILL, NEAR THE N END,
 BP0394'MARKED BY A BRONZE TRIANGULATION DISK, STAMPED ASH 1943, CEMENTED
 BP0394'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE.
 BP0394'
 BP0394'NO UNDERGROUND MARK WAS ESTABLISHED.
 BP0394'
 BP0394'REFERENCE MARK NO. 1, IS A BRONZE REFERENCE DISK CEMENTED IN
 BP0394'A DRILL HOLE IN BEDROCK, AT ABOUT THE SAME LEVEL AS THE STATION
 BP0394'AND S OF IT.  IT IS STAMPED ASH NO. 1 1943.
 BP0394'
 BP0394'REFERENCE MARK NO. 2, IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BP0394'W OF THE STATION AND ABOUT 2 FEET LOWER, IN A DRILL HOLE IN
 BP0394'BEDROCK OUTCROP, ALONG THE W SLOPE OF THE HILL.  IT IS STAMPED
 BP0394'ASH NO. 2 1943.
 BP0394'
 BP0394'THE AZIMUTH MARK IS A BRONZE U.S.C. AND G.S. B.M. DISK, STAMPED
 BP0394'X 706 1943, CEMENTED IN A DRILL HOLE IN THE HIGHEST POINT OF AN
 BP0394'OUTCROPPING ROCK WHICH PROJECTS ABOUT 1-1/2 FEET ABOVE THE
 BP0394'GROUND AND IS ABOUT 30 FEET E OF THE EDGE OF THE TERLINGUA-ALPINE
 BP0394'HIGHWAY.  IT IS ABOUT 25 FEET LOWER THAN THE STATION.
 BP0394'
 BP0394'TO REACH FROM ALPINE GO E FROM THE RAILROAD STATION 0.75 MILE
 BP0394'TO THE GRANDVIEW COURTS.  THEN TURN RIGHT AND FOLLOW THE
 BP0394'TERLINGUA HIGHWAY, A GRADED ROAD 13.5 MILES.  TURN LEFT THROUGH
 BP0394'A BOARD GATE AND THEN FOLLOW ALONG THE E SIDE OF THE FENCE,
 BP0394'SOUTHWARD 1.0 MILE TO THE STATION.
 BP0394
 BP0394                          STATION RECOVERY (1958)
 BP0394
 BP0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0394'14.15 MI S FROM ALPINE.
 BP0394'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0394'STATION AT ALPINE, THENCE ABOUT 13.75 MILES SOUTH ALONG STATE HIGHWAY
 BP0394'118.  IN THE TOP OF A SMALL ROCK OUTCROP PROJECTING 3 INCHES, 507 FEET
 BP0394'EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE EAST AND ACROSS
 BP0394'THE HIGHWAY FROM THE PRIVATE ENTRANCE TO THE CATHEDRAL MOUNTAIN LODGE,
 BP0394'441 FEET EAST OF THE HIGHWAY RIGHT OF WAY FENCE, 157 FEET EAST FROM
 BP0394'THE LINE OF TELEPHONE POLES, 44.7 FEET NORTH OF ASH R.M. NO. 1, 49.6
 BP0394'FEET EAST OF ASH R.M. NO. 2, AND ABOUT 3 FEET HIGHER THAN ASH R.M. NO.
 BP0394'2.
 BP0394
 BP0394                          STATION RECOVERY (1975)
 BP0394
 BP0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BP0394'RECOVERED IN GOOD CONDITION.
 BP0394
 BP0394                          STATION RECOVERY (1996)
 BP0394
 BP0394'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1313 ***********************************************************************
 CR1313  DESIGNATION -  ASH
 CR1313  PID         -  CR1313
 CR1313  STATE/COUNTY-  TX/HENDERSON
 CR1313  USGS QUAD   -  MURCHISON WEST (1984)
 CR1313
 CR1313                         *CURRENT SURVEY CONTROL
 CR1313  ___________________________________________________________________
 CR1313* NAD 83(1993)-  32 16 13.69656(N)    095 47 43.98712(W)     ADJUSTED  
 CR1313* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 CR1313  ___________________________________________________________________
 CR1313  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 CR1313  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CR1313
 CR1313  HORZ ORDER  -  FIRST
 CR1313
 CR1313.The horizontal coordinates were established by classical geodetic methods
 CR1313.and adjusted by the National Geodetic Survey in February 1996..
 CR1313
 CR1313.The orthometric height was scaled from a topographic map.
 CR1313
 CR1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1313
 CR1313.The geoid height was determined by GEOID03.
 CR1313
 CR1313;                    North         East     Units Scale Factor Converg.
 CR1313;SPC TXNC     - 2,070,236.672   854,761.661   MT  0.99996484   +1 28 30.0
 CR1313;SPC TXNC     - 6,792,101.48  2,804,330.55   sFT  0.99996484   +1 28 30.0
 CR1313;UTM  15      - 3,573,847.557   236,678.009   MT  1.00045516   -1 29 36.4
 CR1313
 CR1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1313!SPC TXNC     -   0.99997672  x   0.99996484  =   0.99994156
 CR1313!UTM  15      -   0.99997672  x   1.00045516  =   1.00043186
 CR1313
 CR1313:                Primary Azimuth Mark                     Grid Az
 CR1313:SPC TXNC     -  ASH AZ MK                                150 07 14.8
 CR1313:UTM  15      -  ASH AZ MK                                153 05 21.2
 CR1313
 CR1313|---------------------------------------------------------------------|
 CR1313| PID    Reference Object                     Distance      Geod. Az  |
 CR1313|                                                           dddmmss.s |
 CR1313| CX9599 ASH AZ MK                                          1513544.8 |
 CR1313| CR1306 ATHENS                              APPROX. 9.1 KM 1845231.6 |
 CR1313| CR1305 ATHENS MUNICIPAL TANK               APPROX. 8.6 KM 2164110.4 |
 CR1313| CR1304 ATHENS HENDERSON CO CTHSE FLAG      APPROX. 9.1 KM 2172006.5 |
 CR1313| CX9600 ASH RM 1                             52.490 METERS 23607     |
 CR1313| CX9601 ASH RM 2                             50.423 METERS 31512     |
 CR1313|---------------------------------------------------------------------|
 CR1313
 CR1313                          SUPERSEDED SURVEY CONTROL
 CR1313
 CR1313  NAD 83(1986)-  32 16 13.70442(N)    095 47 43.97157(W) AD(       ) 1
 CR1313  NAD 27      -  32 16 13.16800(N)    095 47 43.09900(W) AD(       ) 1
 CR1313
 CR1313.Superseded values are not recommended for survey control.
 CR1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1313.See file dsdata.txt to determine how the superseded data were derived.
 CR1313
 CR1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR3667873848(NAD 83)
 CR1313_MARKER: DS = TRIANGULATION STATION DISK
 CR1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1313+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 CR1313
 CR1313  HISTORY     - Date     Condition        Report By
 CR1313  HISTORY     - 1935     MONUMENTED       CGS
 CR1313  HISTORY     - 1949     GOOD             CGS
 CR1313  HISTORY     - 1952     GOOD             CGS
 CR1313  HISTORY     - 1956     GOOD             CGS
 CR1313  HISTORY     - 1962     SEE DESCRIPTION  LOCSUR
 CR1313  HISTORY     - 20040609 GOOD             USPSQD
 CR1313
 CR1313                          STATION DESCRIPTION
 CR1313
 CR1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1313'STATION IS ABOUT 5 MILES NE OF ATHENS, ABOUT 3 MILES WSW OF
 CR1313'MURCHISON, ABOUT 1/4 MILE N OF THE VILLAGE OF ASH WHICH IS
 CR1313'ON THE SOUTHERN PACIFIC RAILROAD, (COTTON BELT RAILROAD),
 CR1313'ABOUT 0.2 MILE NNE OF THE ASH SCHOOL (NOW DEFUNCT), ON LAND
 CR1313'OWNED BY WESLEY MC GUFFEY OF ATHENS, ON A SMALL, SANDY KNOLL
 CR1313'NEAR THE SW CORNER OF A LARGE, UNCULTIVATED FIELD, ABOUT 250
 CR1313'FEET N OF THE FENCE THAT ENCLOSES THE FIELD ON THE S, 135 FEET
 CR1313'E OF THE FARM ROAD THAT BORDERS THE FIELD ON THE W, 36 FEET
 CR1313'ENE OF CENTER OF A CONCRETE-LINED WELL, 50 FEET N OF AN
 CR1313'18-INCH ELM TREE.  THE MARK PROJECTS 3 INCHES.
 CR1313'
 CR1313'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR1313'BRONZE DISKS SET IN CONCRETE.
 CR1313'
 CR1313'REFERENCE MARK NO. 1 IS WSW OF THE STATION, 12 FEET W OF THE
 CR1313'CENTER LINE OF THE N-S FARM ROAD, 1 FOOT E OF BARBED-WIRE
 CR1313'PASTURE FENCE, 7 FEET N OF THE N GATE POST.  IT PROJECTS 4
 CR1313'INCHES.
 CR1313'
 CR1313'REFERENCE MARK NO. 2 IS NW OF THE STATION, 7 FEET E OF THE
 CR1313'CENTER LINE OF THE FARM ROAD, 1 FOOT W OF AN OLD BARBED-WIRE
 CR1313'FENCE, 59 FEET NNW OF AN 18-INCH ELM TREE, 214.95 FEET NNE OF
 CR1313'REFERENCE MARK NO. 1.  IT PROJECTS 4 INCHES.
 CR1313'
 CR1313'AZIMUTH MARK IS SSE OF THE STATION, 20 FEET S OF THE CENTER LINE
 CR1313'OF E-W DIRT ROAD THAT PARALLELS THE RAILROAD ON THE N, 25
 CR1313'FEET E OF THE CENTER LINE OF DIRT ROAD THAT CROSSES THE RAILROAD,
 CR1313'30 FEET NNE OF A RAILROAD CROSSING SIGN.  IT PROJECTS 5
 CR1313'INCHES.
 CR1313'
 CR1313'TO REACH FROM THE NE CORNER OF THE COURTHOUSE SQUARE IN ATHENS,
 CR1313'GO E AND NE ON TEXAS HIGHWAY NO. 31, 2.1 MILES TO A DIRT ROAD
 CR1313'LEADING N.  THENCE N AND FOLLOW MAIN-TRAVELED DIRT ROAD N AND NE
 CR1313'4.2 MILES TO THE ASH RAILROAD STATION AND THE VILLAGE OF ASH.
 CR1313'THENCE N ON FARM ROAD 0.25 MILE TO SW CORNER OF THE UNCULTIVATED
 CR1313'FIELD AND STATION.
 CR1313'
 CR1313'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 CR1313'
 CR1313'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 CR1313
 CR1313                          STATION RECOVERY (1949)
 CR1313
 CR1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR1313'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 CR1313'IN GOOD CONDITION.  THE ELM TREE MENTIONED IN THE ORIGINAL
 CR1313'DESCRIPTION IS GONE AND THE WELL IS NOW JUST A HOLE IN THE
 CR1313'GROUND.  A DIFFERENCE WAS FOUND IN THE DISTANCES TO THE
 CR1313'REFERENCE MARKS AND THE DIRECTION TO THE AZIMUTH MARK AND
 CR1313'REFERENCE MARKS.  THREE ATTEMPTS WERE MADE AND THE RESULTS
 CR1313'MEANED.
 CR1313
 CR1313                          STATION RECOVERY (1952)
 CR1313
 CR1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JL)
 CR1313'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 CR1313'CONDITION AS DESCRIBED.  THE AZIMUTH MARK HAS BEEN DESTROYED BY
 CR1313'HIGHWAY CONSTRUCTION EQUIPMENT.  THE DEPOT AT ASH IS NOW GONE
 CR1313'BUT THE SITE IS STILL EVIDENT.
 CR1313
 CR1313                          STATION RECOVERY (1956)
 CR1313
 CR1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1313'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CR1313'AS DESCRIBED.  THE AZIMUTH MARK WAS RECOVERED BUT HAS BEEN
 CR1313'DISTURBED.
 CR1313'
 CR1313'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1313
 CR1313                          STATION RECOVERY (1962)
 CR1313
 CR1313'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962 (WGP)
 CR1313'LETTER OF MR. W.G. PHELAN, TYLER TEXAS DATED JAN. 22, 1962--
 CR1313'R.M. 1 AND R.M. 2 WERE FOUND UNDISTURBED CONDITION.
 CR1313
 CR1313                          STATION RECOVERY (2004)
 CR1313
 CR1313'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0549 ***********************************************************************
 BZ0549  DESIGNATION -  ASH AZ MK
 BZ0549  PID         -  BZ0549
 BZ0549  STATE/COUNTY-  TX/HILL
 BZ0549  USGS QUAD   -  MALONE (1978)
 BZ0549
 BZ0549                         *CURRENT SURVEY CONTROL
 BZ0549  ___________________________________________________________________
 BZ0549* NAD 83(1986)-  31 56 51.     (N)    096 58 09.     (W)     SCALED    
 BZ0549* NAVD 88     -       173.111  (meters)     567.95   (feet)  ADJUSTED  
 BZ0549  ___________________________________________________________________
 BZ0549  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BZ0549  DYNAMIC HT  -         172.899 (meters)     567.25  (feet)  COMP
 BZ0549  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 BZ0549
 BZ0549  VERT ORDER  -  FIRST     CLASS II
 BZ0549
 BZ0549.The horizontal coordinates were scaled from a topographic map and have
 BZ0549.an estimated accuracy of +/- 6 seconds.
 BZ0549
 BZ0549.The orthometric height was determined by differential leveling
 BZ0549.and adjusted by the National Geodetic Survey in June 1991..
 BZ0549
 BZ0549.The geoid height was determined by GEOID03.
 BZ0549
 BZ0549.The dynamic height is computed by dividing the NAVD 88
 BZ0549.geopotential number by the normal gravity value computed on the
 BZ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0549.degrees latitude (g = 980.6199 gals.).
 BZ0549
 BZ0549.The modeled gravity was interpolated from observed gravity values.
 BZ0549
 BZ0549;                    North         East    Units  Estimated Accuracy
 BZ0549;SPC TXNC     - 2,032,200.      744,740.      MT  (+/- 180 meters Scaled)
 BZ0549
 BZ0549                          SUPERSEDED SURVEY CONTROL
 BZ0549
 BZ0549  NGVD 29 (??/??/92)  173.086  (m)          567.87   (f) ADJ UNCH    1 2
 BZ0549
 BZ0549.Superseded values are not recommended for survey control.
 BZ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0549.See file dsdata.txt to determine how the superseded data were derived.
 BZ0549
 BZ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA919364(NAD 83)
 BZ0549_MARKER: DZ = AZIMUTH MARK DISK
 BZ0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0549_SP_SET: CULVERT
 BZ0549_STAMPING: ASH 1948
 BZ0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0549
 BZ0549  HISTORY     - Date     Condition        Report By
 BZ0549  HISTORY     - 1948     MONUMENTED       CGS
 BZ0549  HISTORY     - 1952     GOOD             NGS
 BZ0549  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0549  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 BZ0549  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0549
 BZ0549                          STATION DESCRIPTION
 BZ0549
 BZ0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0549'2.5 MI SE FROM BYNUM.
 BZ0549'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE HIGH SCHOOL AT
 BZ0549'BYNUM, AT A JUNCTION WITH A ROAD LEADING SOUTH.  22 FEET SOUTHWEST OF
 BZ0549'THE CENTER LINE OF THE HIGHWAY, 60 FEET EAST OF THE CENTER LINE OF THE
 BZ0549'ROAD LEADING SOUTH, SET IN THE TOP OF THE SOUTHWEST HEADWALL OF A
 BZ0549'CONCRETE CULVERT, 4 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 BZ0549'HEADWALL, 0.45 MILE NORTHWEST OF TRIANGULATION STATION ASH 1948.
 BZ0549
 BZ0549                          STATION RECOVERY (1980)
 BZ0549
 BZ0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0549'MARK NOT FOUND.
 BZ0549
 BZ0549                          STATION RECOVERY (1999)
 BZ0549
 BZ0549'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0549'MARK NOT FOUND.
 BZ0549
 BZ0549                          STATION RECOVERY (2003)
 BZ0549
 BZ0549'RECOVERY NOTE BY US POWER SQUADRON 2003 (KW)
 BZ0549'STATE HIGHWAY DEPARTMENT HAS WIDEND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0502 ***********************************************************************
 DP0502  DESIGNATION -  ASH ET
 DP0502  PID         -  DP0502
 DP0502  STATE/COUNTY-  TX/KING
 DP0502  USGS QUAD   -  GUTHRIE (1981)
 DP0502
 DP0502                         *CURRENT SURVEY CONTROL
 DP0502  ___________________________________________________________________
 DP0502* NAD 83(1993)-  33 32 04.91648(N)    100 18 15.49284(W)     ADJUSTED  
 DP0502* NAVD 88     -       547.2    (meters)    1795.     (feet)  VERTCON   
 DP0502  ___________________________________________________________________
 DP0502  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 DP0502  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DP0502
 DP0502  HORZ ORDER  -  SECOND
 DP0502
 DP0502.The horizontal coordinates were established by classical geodetic methods
 DP0502.and adjusted by the National Geodetic Survey in February 1996..
 DP0502
 DP0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0502
 DP0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0502
 DP0502.The geoid height was determined by GEOID03.
 DP0502
 DP0502;                    North         East     Units Scale Factor Converg.
 DP0502;SPC TXNC     - 2,208,588.080   432,430.093   MT  0.99990806   -0 59 02.6
 DP0502;SPC TXNC     - 7,246,009.39  1,418,731.06   sFT  0.99990806   -0 59 02.6
 DP0502;UTM  14      - 3,711,327.875   378,893.524   MT  0.99978082   -0 43 14.3
 DP0502
 DP0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0502!SPC TXNC     -   0.99991840  x   0.99990806  =   0.99982646
 DP0502!UTM  14      -   0.99991840  x   0.99978082  =   0.99969924
 DP0502
 DP0502:                Primary Azimuth Mark                     Grid Az
 DP0502:SPC TXNC     -  PARRAMORE                                182 09 30.6
 DP0502:UTM  14      -  PARRAMORE                                181 53 42.3
 DP0502
 DP0502|---------------------------------------------------------------------|
 DP0502| PID    Reference Object                     Distance      Geod. Az  |
 DP0502|                                                           dddmmss.s |
 DP0502| DP0533 PARRAMORE                           APPROX. 8.0 KM 1811028.0 |
 DP0502| CX7516 ASH ET RM 1                          29.090 METERS 25911     |
 DP0502| CX7517 ASH ET RM 2                          18.479 METERS 35052     |
 DP0502|---------------------------------------------------------------------|
 DP0502
 DP0502                          SUPERSEDED SURVEY CONTROL
 DP0502
 DP0502  NAD 83(1993)-  33 32 04.91871(N)    100 18 15.49319(W) AD(       ) 2
 DP0502  NAD 83(1986)-  33 32 04.92187(N)    100 18 15.48661(W) AD(       ) 2
 DP0502  NAD 27      -  33 32 04.61393(N)    100 18 14.09218(W) AD(       ) 2
 DP0502  NGVD 29 (07/19/86)  547.0    (m)         1795.     (f) VERT ANG       
 DP0502
 DP0502.Superseded values are not recommended for survey control.
 DP0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0502.See file dsdata.txt to determine how the superseded data were derived.
 DP0502
 DP0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7889411328(NAD 83)
 DP0502_MARKER: DD = SURVEY DISK
 DP0502_SETTING: 0 = UNSPECIFIED SETTING
 DP0502
 DP0502  HISTORY     - Date     Condition        Report By
 DP0502  HISTORY     - 1966     MONUMENTED       USGS
 DP0502
 DP0502                          STATION DESCRIPTION
 DP0502
 DP0502'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DP0502'THE STATION IS LOCATED SOUTH 10 DEG EAST, ABOUT 6 MILES
 DP0502'(AIRLINE) FROM GUTHRIE, TEXAS.  NORTH 10 DEG WEST ABOUT 28 MILES
 DP0502'(AIRLINE) FROM ASPERMONT, TEXAS.  ON THE CREST OF A RIDGE, 46.8
 DP0502'FEET ENE OF THE CENTER OF U.S. HWY. 83, 3.3 FEET WSW OF THE
 DP0502'RIGHT OF WAY FENCE, 3.8 FEET NW OF A USGS WITNESS SIGN MOUNTED
 DP0502'ON A METAL POST.  THE STATION CAN BE LOCATED FROM THE LUBBOCK
 DP0502'(NI 14-7) 1--250,000 SERIES MAP.
 DP0502'
 DP0502'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DP0502'
 DP0502'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DP0502'ROD DRIVEN TO REFUSAL (13 FT.) CENTERED IN A 6 INCH TILE, 12
 DP0502'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 DP0502'GROUND AND IS STAMPED ASH ET 1966.
 DP0502'
 DP0502'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET CRIMPED TO A
 DP0502'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10.0 FEET, FLUSH WITH
 DP0502'THE GROUND, CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED
 DP0502'WITH GRAVEL.  RM NO. 1 IS LOCATED 95.43 FEET (29.09 METERS) WEST
 DP0502'OF THE STATION MARK AND IS STAMPED ASH ET NO. 1 1966.
 DP0502'
 DP0502'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DP0502'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10.0 FEET, FLUSH WITH
 DP0502'THE GROUND, CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED
 DP0502'WITH GRAVEL.  RM NO. 2 IS LOCATED 60.625 FEET (18.479 METERS) NNW
 DP0502'OF THE STATION MARK AND IS STAMPED ASH ET NO. 2 1966.
 DP0502'
 DP0502'C AND GS STATION PARRAMORE IS VISIBLE FROM THE GROUND AT THIS
 DP0502'STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0551 ***********************************************************************
 BZ0551  DESIGNATION -  ASH RM 1
 BZ0551  PID         -  BZ0551
 BZ0551  STATE/COUNTY-  TX/HILL
 BZ0551  USGS QUAD   -  MALONE (1978)
 BZ0551
 BZ0551                         *CURRENT SURVEY CONTROL
 BZ0551  ___________________________________________________________________
 BZ0551* NAD 83(1986)-  31 56 42.     (N)    096 57 43.     (W)     SCALED    
 BZ0551* NAVD 88     -       172.756  (meters)     566.78   (feet)  ADJUSTED  
 BZ0551  ___________________________________________________________________
 BZ0551  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BZ0551  DYNAMIC HT  -         172.545 (meters)     566.09  (feet)  COMP
 BZ0551  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 BZ0551
 BZ0551  VERT ORDER  -  FIRST     CLASS II
 BZ0551
 BZ0551.The horizontal coordinates were scaled from a topographic map and have
 BZ0551.an estimated accuracy of +/- 6 seconds.
 BZ0551
 BZ0551.The orthometric height was determined by differential leveling
 BZ0551.and adjusted by the National Geodetic Survey in June 1991..
 BZ0551
 BZ0551.The geoid height was determined by GEOID03.
 BZ0551
 BZ0551.The dynamic height is computed by dividing the NAVD 88
 BZ0551.geopotential number by the normal gravity value computed on the
 BZ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0551.degrees latitude (g = 980.6199 gals.).
 BZ0551
 BZ0551.The modeled gravity was interpolated from observed gravity values.
 BZ0551
 BZ0551;                    North         East    Units  Estimated Accuracy
 BZ0551;SPC TXNC     - 2,031,930.      745,430.      MT  (+/- 180 meters Scaled)
 BZ0551
 BZ0551                          SUPERSEDED SURVEY CONTROL
 BZ0551
 BZ0551  NGVD 29 (??/??/92)  172.731  (m)          566.70   (f) ADJ UNCH    1 2
 BZ0551
 BZ0551.Superseded values are not recommended for survey control.
 BZ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0551.See file dsdata.txt to determine how the superseded data were derived.
 BZ0551
 BZ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA926361(NAD 83)
 BZ0551_MARKER: DR = REFERENCE MARK DISK
 BZ0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0551_STAMPING: ASH NO 1 1948
 BZ0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0551+STABILITY: SURFACE MOTION
 BZ0551
 BZ0551  HISTORY     - Date     Condition        Report By
 BZ0551  HISTORY     - 1948     MONUMENTED       CGS
 BZ0551  HISTORY     - 1952     GOOD             NGS
 BZ0551  HISTORY     - 1980     POOR             NGS
 BZ0551  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 BZ0551  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0551
 BZ0551                          STATION DESCRIPTION
 BZ0551
 BZ0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0551'2.95 MI SE FROM BYNUM.
 BZ0551'2.95 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE HIGH SCHOOL AT
 BZ0551'BYNUM, 109.5 FEET SOUTHEAST OF TRIANGULATION STATION ASH 1948.  47
 BZ0551'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, MIDWAY BETWEEN TWO
 BZ0551'TELEPHONE POLES, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 BZ0551'FOOT ABOVE THE GROUND.
 BZ0551
 BZ0551                          STATION RECOVERY (1980)
 BZ0551
 BZ0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0551'NOTE-MARK IS TILTED AND MUTILATED, NOT LEVELED TO AT THIS TIME.
 BZ0551
 BZ0551                          STATION RECOVERY (1995)
 BZ0551
 BZ0551'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0551'MARK NOT FOUND.
 BZ0551
 BZ0551                          STATION RECOVERY (2003)
 BZ0551
 BZ0551'RECOVERY NOTE BY US POWER SQUADRON 2003 (KW)
 BZ0551'STATE HIGHWAY DEPARTMENT HAS WIDEND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0393 ***********************************************************************
 BP0393  DESIGNATION -  ASH RM 1
 BP0393  PID         -  BP0393
 BP0393  STATE/COUNTY-  TX/BREWSTER
 BP0393  USGS QUAD   -  MOUNT ORD (1983)
 BP0393
 BP0393                         *CURRENT SURVEY CONTROL
 BP0393  ___________________________________________________________________
 BP0393* NAD 83(1986)-  30 12 03.     (N)    103 34 36.     (W)     SCALED    
 BP0393* NAVD 88     -      1538.111  (meters)    5046.29   (feet)  ADJUSTED  
 BP0393  ___________________________________________________________________
 BP0393  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 BP0393  DYNAMIC HT  -        1535.544 (meters)    5037.86  (feet)  COMP
 BP0393  MODELED GRAV-     978,917.7   (mgal)                       NAVD 88
 BP0393
 BP0393  VERT ORDER  -  SECOND    CLASS 0
 BP0393
 BP0393.The horizontal coordinates were scaled from a topographic map and have
 BP0393.an estimated accuracy of +/- 6 seconds.
 BP0393
 BP0393.The orthometric height was determined by differential leveling
 BP0393.and adjusted by the National Geodetic Survey in June 1991..
 BP0393
 BP0393.The geoid height was determined by GEOID03.
 BP0393
 BP0393.The dynamic height is computed by dividing the NAVD 88
 BP0393.geopotential number by the normal gravity value computed on the
 BP0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0393.degrees latitude (g = 980.6199 gals.).
 BP0393
 BP0393.The modeled gravity was interpolated from observed gravity values.
 BP0393
 BP0393;                    North         East    Units  Estimated Accuracy
 BP0393;SPC TXSC     - 4,271,010.      159,430.      MT  (+/- 180 meters Scaled)
 BP0393
 BP0393                          SUPERSEDED SURVEY CONTROL
 BP0393
 BP0393  NGVD 29 (??/??/92) 1537.582  (m)         5044.55   (f) ADJ UNCH    2 0
 BP0393
 BP0393.Superseded values are not recommended for survey control.
 BP0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0393.See file dsdata.txt to determine how the superseded data were derived.
 BP0393
 BP0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP370418(NAD 83)
 BP0393_MARKER: DR = REFERENCE MARK DISK
 BP0393_SETTING: 66 = SET IN ROCK OUTCROP
 BP0393_SP_SET: ROCK OUTCROP
 BP0393_STAMPING: ASH NO 1 1943
 BP0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0393+STABILITY: POSITION/ELEVATION WELL
 BP0393
 BP0393  HISTORY     - Date     Condition        Report By
 BP0393  HISTORY     - 1943     MONUMENTED       CGS
 BP0393  HISTORY     - 1958     GOOD             NGS
 BP0393  HISTORY     - 19961008 GOOD             USPSQD
 BP0393
 BP0393                          STATION DESCRIPTION
 BP0393
 BP0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0393'14.15 MI S FROM ALPINE.
 BP0393'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0393'STATION AT ALPINE, THENCE ABOUT 13.75 MILES SOUTH ALONG STATE HIGHWAY
 BP0393'118.  IN THE TOP OF A SMALL ROCK OUTCROP FLUSH WITH THE GROUND, ABOUT
 BP0393'0.1 MILE EAST AND ACROSS THE HIGHWAY FROM THE PRIVATE ENTRANCE TO THE
 BP0393'CATHEDRAL MOUNTAIN LODGE, 44.7 FEET SOUTH OF TRIANGULATION STATION ASH
 BP0393'1943, AND SURROUNDED BY A CIRCLE OF ROCKS.
 BP0393
 BP0393                          STATION RECOVERY (1996)
 BP0393
 BP0393'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0552 ***********************************************************************
 BZ0552  DESIGNATION -  ASH RM 2
 BZ0552  PID         -  BZ0552
 BZ0552  STATE/COUNTY-  TX/HILL
 BZ0552  USGS QUAD   -  MALONE (1978)
 BZ0552
 BZ0552                         *CURRENT SURVEY CONTROL
 BZ0552  ___________________________________________________________________
 BZ0552* NAD 83(1986)-  31 56 42.     (N)    096 57 43.     (W)     SCALED    
 BZ0552* NAVD 88     -       173.174  (meters)     568.15   (feet)  ADJUSTED  
 BZ0552  ___________________________________________________________________
 BZ0552  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BZ0552  DYNAMIC HT  -         172.962 (meters)     567.46  (feet)  COMP
 BZ0552  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 BZ0552
 BZ0552  VERT ORDER  -  FIRST     CLASS II
 BZ0552
 BZ0552.The horizontal coordinates were scaled from a topographic map and have
 BZ0552.an estimated accuracy of +/- 6 seconds.
 BZ0552
 BZ0552.The orthometric height was determined by differential leveling
 BZ0552.and adjusted by the National Geodetic Survey in June 1991..
 BZ0552
 BZ0552.The geoid height was determined by GEOID03.
 BZ0552
 BZ0552.The dynamic height is computed by dividing the NAVD 88
 BZ0552.geopotential number by the normal gravity value computed on the
 BZ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0552.degrees latitude (g = 980.6199 gals.).
 BZ0552
 BZ0552.The modeled gravity was interpolated from observed gravity values.
 BZ0552
 BZ0552;                    North         East    Units  Estimated Accuracy
 BZ0552;SPC TXNC     - 2,031,930.      745,430.      MT  (+/- 180 meters Scaled)
 BZ0552
 BZ0552                          SUPERSEDED SURVEY CONTROL
 BZ0552
 BZ0552  NGVD 29 (??/??/92)  173.149  (m)          568.07   (f) ADJ UNCH    1 2
 BZ0552
 BZ0552.Superseded values are not recommended for survey control.
 BZ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0552.See file dsdata.txt to determine how the superseded data were derived.
 BZ0552
 BZ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA926361(NAD 83)
 BZ0552_MARKER: DR = REFERENCE MARK DISK
 BZ0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0552_STAMPING: ASH NO 2 1948
 BZ0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0552+STABILITY: SURFACE MOTION
 BZ0552
 BZ0552  HISTORY     - Date     Condition        Report By
 BZ0552  HISTORY     - 1948     MONUMENTED       CGS
 BZ0552  HISTORY     - 1952     GOOD             NGS
 BZ0552  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0552  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 BZ0552  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0552
 BZ0552                          STATION DESCRIPTION
 BZ0552
 BZ0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0552'2.95 MI SE FROM BYNUM.
 BZ0552'2.95 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE HIGH SCHOOL AT
 BZ0552'BYNUM, 94.6 FEET NORTH OF TRIANGULATION STATION ASH 1948, 36 FEET
 BZ0552'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 BZ0552'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BZ0552
 BZ0552                          STATION RECOVERY (1980)
 BZ0552
 BZ0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0552'MARK NOT FOUND.
 BZ0552
 BZ0552                          STATION RECOVERY (1999)
 BZ0552
 BZ0552'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0552'MARK NOT FOUND.
 BZ0552
 BZ0552                          STATION RECOVERY (2003)
 BZ0552
 BZ0552'RECOVERY NOTE BY US POWER SQUADRON 2003 (KW)
 BZ0552'STATE HIGHWAY DEPARTMENT HAS WIDEND THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0392 ***********************************************************************
 BP0392  DESIGNATION -  ASH RM 2
 BP0392  PID         -  BP0392
 BP0392  STATE/COUNTY-  TX/BREWSTER
 BP0392  USGS QUAD   -  MOUNT ORD (1983)
 BP0392
 BP0392                         *CURRENT SURVEY CONTROL
 BP0392  ___________________________________________________________________
 BP0392* NAD 83(1986)-  30 12 03.     (N)    103 34 36.     (W)     SCALED    
 BP0392* NAVD 88     -      1537.124  (meters)    5043.05   (feet)  ADJUSTED  
 BP0392  ___________________________________________________________________
 BP0392  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 BP0392  DYNAMIC HT  -        1534.558 (meters)    5034.63  (feet)  COMP
 BP0392  MODELED GRAV-     978,917.7   (mgal)                       NAVD 88
 BP0392
 BP0392  VERT ORDER  -  SECOND    CLASS 0
 BP0392
 BP0392.The horizontal coordinates were scaled from a topographic map and have
 BP0392.an estimated accuracy of +/- 6 seconds.
 BP0392
 BP0392.The orthometric height was determined by differential leveling
 BP0392.and adjusted by the National Geodetic Survey in June 1991..
 BP0392
 BP0392.The geoid height was determined by GEOID03.
 BP0392
 BP0392.The dynamic height is computed by dividing the NAVD 88
 BP0392.geopotential number by the normal gravity value computed on the
 BP0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0392.degrees latitude (g = 980.6199 gals.).
 BP0392
 BP0392.The modeled gravity was interpolated from observed gravity values.
 BP0392
 BP0392;                    North         East    Units  Estimated Accuracy
 BP0392;SPC TXSC     - 4,271,010.      159,430.      MT  (+/- 180 meters Scaled)
 BP0392
 BP0392                          SUPERSEDED SURVEY CONTROL
 BP0392
 BP0392  NGVD 29 (??/??/92) 1536.594  (m)         5041.31   (f) ADJ UNCH    2 0
 BP0392
 BP0392.Superseded values are not recommended for survey control.
 BP0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0392.See file dsdata.txt to determine how the superseded data were derived.
 BP0392
 BP0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP370418(NAD 83)
 BP0392_MARKER: DR = REFERENCE MARK DISK
 BP0392_SETTING: 66 = SET IN ROCK OUTCROP
 BP0392_SP_SET: ROCK OUTCROP
 BP0392_STAMPING: ASH NO 2 1943
 BP0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0392+STABILITY: POSITION/ELEVATION WELL
 BP0392
 BP0392  HISTORY     - Date     Condition        Report By
 BP0392  HISTORY     - 1943     MONUMENTED       CGS
 BP0392  HISTORY     - 1958     GOOD             NGS
 BP0392  HISTORY     - 19961008 GOOD             USPSQD
 BP0392
 BP0392                          STATION DESCRIPTION
 BP0392
 BP0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0392'14.15 MI S FROM ALPINE.
 BP0392'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0392'STATION AT ALPINE, THENCE 13.75 MILES SOUTH ALONG STATE HIGHWAY 118.
 BP0392'IN THE TOP OF A SMALL ROCK OUTCROP FLUSH WITH THE GROUND, ABOUT 458
 BP0392'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE EAST AND
 BP0392'ACROSS THE HIGHWAY FROM THE PRIVATE ENTRANCE TO THE CATHEDRAL MOUNTAIN
 BP0392'LODGE, 49.6 FEET WEST OF TRIANGULATION STATION ASH 1943, AND 170 FEET
 BP0392'NORTHEAST OF A TELEPHONE POLE.
 BP0392
 BP0392                          STATION RECOVERY (1996)
 BP0392
 BP0392'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2210 ***********************************************************************
 BL2210  DESIGNATION -  ASHE
 BL2210  PID         -  BL2210
 BL2210  STATE/COUNTY-  TX/MONTGOMERY
 BL2210  USGS QUAD   -  TAMINA (1979)
 BL2210
 BL2210                         *CURRENT SURVEY CONTROL
 BL2210  ___________________________________________________________________
 BL2210* NAD 83(1993)-  30 08 35.60293(N)    095 26 47.20256(W)     ADJUSTED  
 BL2210* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 BL2210  ___________________________________________________________________
 BL2210  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BL2210  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL2210
 BL2210  HORZ ORDER  -  FIRST
 BL2210
 BL2210.The horizontal coordinates were established by classical geodetic methods
 BL2210.and adjusted by the National Geodetic Survey in February 1996..
 BL2210
 BL2210.The orthometric height was scaled from a topographic map.
 BL2210
 BL2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2210
 BL2210.The geoid height was determined by GEOID03.
 BL2210
 BL2210;                    North         East     Units Scale Factor Converg.
 BL2210;SPC TX C     - 3,063,170.543 1,170,684.396   MT  0.99999302   +2 31 01.3
 BL2210;SPC TX C     -10,049,752.02  3,840,820.39   sFT  0.99999302   +2 31 01.3
 BL2210;SPC TXSC     - 4,261,205.910   942,310.367   MT  0.99996253   +1 44 27.4
 BL2210;SPC TXSC     -13,980,306.39  3,091,563.26   sFT  0.99996253   +1 44 27.4
 BL2210;UTM  15      - 3,337,183.128   264,349.829   MT  1.00028516   -1 13 44.7
 BL2210
 BL2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2210!SPC TX C     -   0.99999791  x   0.99999302  =   0.99999093
 BL2210!SPC TXSC     -   0.99999791  x   0.99996253  =   0.99996044
 BL2210!UTM  15      -   0.99999791  x   1.00028516  =   1.00028307
 BL2210
 BL2210|---------------------------------------------------------------------|
 BL2210| PID    Reference Object                     Distance      Geod. Az  |
 BL2210|                                                           dddmmss.s |
 BL2210| CV8028 ASHE RM 1                            28.169 METERS 00546     |
 BL2210| CV8029 ASHE RM 2                            21.040 METERS 24618     |
 BL2210| BL2240 TOMBALL MUNICIPAL TANK              APPROX.17.1 KM 2525523.0 |
 BL2210| BL2209 ASHE 2                               54.938 METERS 26110     |
 BL2210| BL2211 LOOKOUT TOWER NO 7                  APPROX.11.3 KM 3385206.2 |
 BL2210| BL2213 ASHE 1942 AZ MK                     APPROX. 0.7 KM 3531227.4 |
 BL2210| BL2221 CONROE LUMBER CO WATER TANK         APPROX.17.4 KM 3541918.1 |
 BL2210|---------------------------------------------------------------------|
 BL2210
 BL2210                          SUPERSEDED SURVEY CONTROL
 BL2210
 BL2210  NAD 83(1986)-  30 08 35.61732(N)    095 26 47.18503(W) AD(       ) 1
 BL2210  NAD 27      -  30 08 34.83958(N)    095 26 46.40554(W) AD(       ) 1
 BL2210
 BL2210.Superseded values are not recommended for survey control.
 BL2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2210.See file dsdata.txt to determine how the superseded data were derived.
 BL2210
 BL2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6435037183(NAD 83)
 BL2210_MARKER: DS = TRIANGULATION STATION DISK
 BL2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2210
 BL2210  HISTORY     - Date     Condition        Report By
 BL2210  HISTORY     - 1942     MONUMENTED       CGS
 BL2210  HISTORY     - 1952     GOOD             CGS
 BL2210  HISTORY     - 1958     SEE DESCRIPTION  CGS
 BL2210
 BL2210                          STATION DESCRIPTION
 BL2210
 BL2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2210'STATION IS 12 MILES S OF CONROE, 30 YARDS W OF THE CENTER
 BL2210'LINE OF U.S. HIGHWAY 75 AND IN THE SE CORNER OF THE SAM ASHE
 BL2210'SCHOOL GROUNDS, 109 FEET SE OF THE SE CORNER OF THE SCHOOLHOUSE,
 BL2210'AND 36 FEET NW OF THE SE CORNER OF THE SCHOOLYARD.  IT IS
 BL2210'STAMPED ASHE 1942 AND PROJECTS 2 INCHES.
 BL2210'
 BL2210'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2210'BRONZE DISKS SET IN CONCRETE.
 BL2210'
 BL2210'REFERENCE MARK NO. 1 IS N OF THE STATION, 2 FEET SSW OF THE
 BL2210'S POST OF THE SCHOOLYARD GATE, AND 1 FOOT W OF THE FENCE.
 BL2210'IT IS STAMPED ASHE NO. 1 1942 AND PROJECTS 5 INCHES.
 BL2210'
 BL2210'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 8 FEET SE OF THE
 BL2210'SE CORNER OF A SHED, AND 2 FEET N OF THE S FENCE OF THE
 BL2210'SCHOOLYARD.  IT IS STAMPED ASHE NO. 2 1942 AND PROJECTS 4 INCHES.
 BL2210'
 BL2210'THE AZIMUTH MARK IS 0.45 MILE N OF THE STATION, 36 FEET E
 BL2210'OF THE CENTER LINE OF U.S. HIGHWAY 75, 55 FEET S OF A SMALL
 BL2210'CREEK, AND 3 FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED
 BL2210'ASHE 1942 AND PROJECTS 6 INCHES.
 BL2210'
 BL2210'A 77-FOOT SIGNAL IS NECESSARY AT THE STATION TO SEE THE
 BL2210'AZIMUTH MARK.  CLEARING WOULD PROBABLY NOT BE ALLOWED IN
 BL2210'THIS VICINITY.
 BL2210'
 BL2210'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 105 AND
 BL2210'U.S. HIGHWAY 75 IN CONROE GO S ON U.S. HIGHWAY 75 FOR 11.4
 BL2210'MILES TO THE AZIMUTH MARK ON THE E SIDE OF THE HIGHWAY,
 BL2210'CONTINUE S FOR 0.45 MILE TO THE SAM ASHE SCHOOL AND THE
 BL2210'STATION ON THE W SIDE OF THE HIGHWAY.
 BL2210'
 BL2210'A 110-FOOT SIGNAL AT PORTER IS VISIBLE AT 110 FEET.
 BL2210'
 BL2210'90-FOOT SIGNALS AT HORCO AND GRIFFITH ARE VISIBLE AT 90 FEET.
 BL2210'
 BL2210'A 90-FOOT SIGNAL AT HAFER IS VISIBLE AT 77 FEET.
 BL2210'
 BL2210'A 77-FOOT SIGNAL AT SPRING IS VISIBLE AT 77 FEET.
 BL2210'
 BL2210'A 90-FOOT SIGNAL AT SUN IS VISIBLE AT 90 FEET.
 BL2210
 BL2210                          STATION RECOVERY (1952)
 BL2210
 BL2210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2210'THE STATION AND ALL MARKS WERE RECOVERED AND ARE IN GOOD
 BL2210'CONDITION.
 BL2210'
 BL2210'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL2210'
 BL2210'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTH OF CONROE
 BL2210'AND 4.5 MILES NORTH OF SPRING AT THE SITE OF THE OLD SAM
 BL2210'ASHE SCHOOL NOW DESTROYED.  IT IS 88.0 FEET WEST OF THE CENTER
 BL2210'OF U.S. HIGHWAY NO. 75, 60.0 FEET SOUTHWEST OF A POWER LINE
 BL2210'TRANSFORMER POLE, 43.0 FEET SOUTH-SOUTHEAST OF A LARGE OAK
 BL2210'TREE AND 26.5 FEET WEST OF A FENCE.  IT PROJECTS 4 INCHES
 BL2210'AND IS STAMPED ASHE 1942.
 BL2210'
 BL2210'REFERENCE MARK NO. 1 IS 62.0 FEET WEST OF THE CENTER OF U.S.
 BL2210'HIGHWAY NO. 75, 36.0 FEET NORTH OF A POWER LINE TRANSFORMER
 BL2210'POLE AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS 2 INCHES
 BL2210'AND IS STAMPED ASHE NO 1 1942.
 BL2210'
 BL2210'REFERENCE MARK NO. 2 IS 34.0 FEET SOUTH OF A LARGE OAK TREE
 BL2210'AND 6.5 FEET EAST OF A SYCAMORE TREE.  IT PROJECTS 3 INCHES AND
 BL2210'IS STAMPED ASHE NO 2 1942.
 BL2210'
 BL2210'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL2210'NO. 2 IS 139.95 FEET.
 BL2210'
 BL2210'THE AZIMUTH MARK IS 55.0 FEET SOUTH-SOUTHEAST OF THE SOUTH
 BL2210'END OF THE EAST HEADWALL OF A SMALL BRIDGE, 39.0 FEET EAST
 BL2210'OF THE CENTER OF U.S. HIGHWAY NO. 75, 23.0 FEET WEST OF
 BL2210'A FENCE AND 3.0 FEET NORTHWEST OF A SMALL OAK TREE.  IT PROJECTS
 BL2210'5 INCHES AND IS STAMPED ASHE 1942.
 BL2210'
 BL2210'TO REACH THE STATION FROM THE POST OFFICE IN CONROE, GO
 BL2210'WEST ON STATE ROUTE NO. 105 FOR 0.2 MILE TO THE JUNCTION WITH
 BL2210'U.S. HIGHWAY NO. 75.  HERE TURN LEFT AND GO SOUTH ON U.S.
 BL2210'HIGHWAY NO. 75 FOR 11.4 MILES TO A SMALL CEMENT BRIDGE AND
 BL2210'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON
 BL2210'U.S. HIGHWAY NO. 75 FOR 0.45 MILE TO A SMALL CLEARING ON THE
 BL2210'RIGHT AT THE SITE OF THE OLD SAM ASHE SCHOOL AND THE STATION
 BL2210'AS DESCRIBED.
 BL2210
 BL2210                          STATION RECOVERY (1958)
 BL2210
 BL2210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 BL2210'THE SURFACE STATION MARK AND THE REFERENCE MARKS AT THIS
 BL2210'STATION HAVE BEEN DESTROYED.  THE UNDERGROUND MARK AND THE
 BL2210'AZIMUTH MARKS WERE RECOVERED.  ASHE 2 1958 WAS ESTABLISHED OUTSIDE
 BL2210'THE HIGHWAY AREA, 180.245 FEET, (54.938 METERS) WEST.  THE
 BL2210'UNDERGROUND MARK WILL BE UNDER THE NORTH-BOUND TRAFFIC LANE
 BL2210'OF THE EXPRESSWAY AND SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2209 ***********************************************************************
 BL2209  DESIGNATION -  ASHE 2
 BL2209  PID         -  BL2209
 BL2209  STATE/COUNTY-  TX/MONTGOMERY
 BL2209  USGS QUAD   -  TAMINA (1979)
 BL2209
 BL2209                         *CURRENT SURVEY CONTROL
 BL2209  ___________________________________________________________________
 BL2209* NAD 83(1993)-  30 08 35.32893(N)    095 26 49.23097(W)     ADJUSTED  
 BL2209* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 BL2209  ___________________________________________________________________
 BL2209  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BL2209  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL2209
 BL2209  HORZ ORDER  -  SECOND
 BL2209
 BL2209.The horizontal coordinates were established by classical geodetic methods
 BL2209.and adjusted by the National Geodetic Survey in February 1996..
 BL2209
 BL2209.The orthometric height was scaled from a topographic map.
 BL2209
 BL2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2209
 BL2209.The geoid height was determined by GEOID03.
 BL2209
 BL2209;                    North         East     Units Scale Factor Converg.
 BL2209;SPC TX C     - 3,063,159.730 1,170,630.533   MT  0.99999304   +2 31 00.3
 BL2209;SPC TX C     -10,049,716.55  3,840,643.67   sFT  0.99999304   +2 31 00.3
 BL2209;SPC TXSC     - 4,261,195.828   942,256.364   MT  0.99996251   +1 44 26.4
 BL2209;SPC TXSC     -13,980,273.31  3,091,386.09   sFT  0.99996251   +1 44 26.4
 BL2209;UTM  15      - 3,337,175.856   264,295.358   MT  1.00028547   -1 13 45.7
 BL2209
 BL2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2209!SPC TX C     -   0.99999791  x   0.99999304  =   0.99999095
 BL2209!SPC TXSC     -   0.99999791  x   0.99996251  =   0.99996042
 BL2209!UTM  15      -   0.99999791  x   1.00028547  =   1.00028338
 BL2209
 BL2209|---------------------------------------------------------------------|
 BL2209| PID    Reference Object                     Distance      Geod. Az  |
 BL2209|                                                           dddmmss.s |
 BL2209| BL2210 ASHE                                 54.938 METERS 08110     |
 BL2209| CV8031 ASHE 2 RM 2                          14.956 METERS 26012     |
 BL2209| CV8030 ASHE 2 RM 1                          21.013 METERS 33700     |
 BL2209| BL2213 ASHE 1942 AZ MK                     APPROX. 0.7 KM 3573050.4 |
 BL2209|---------------------------------------------------------------------|
 BL2209
 BL2209                          SUPERSEDED SURVEY CONTROL
 BL2209
 BL2209  NAD 83(1986)-  30 08 35.34332(N)    095 26 49.21343(W) AD(       ) 2
 BL2209  NAD 27      -  30 08 34.56545(N)    095 26 48.43390(W) AD(       ) 2
 BL2209
 BL2209.Superseded values are not recommended for survey control.
 BL2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2209.See file dsdata.txt to determine how the superseded data were derived.
 BL2209
 BL2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6429537176(NAD 83)
 BL2209_MARKER: DS = TRIANGULATION STATION DISK
 BL2209_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BL2209
 BL2209  HISTORY     - Date     Condition        Report By
 BL2209  HISTORY     - 1958     MONUMENTED       CGS
 BL2209  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 BL2209
 BL2209                          STATION DESCRIPTION
 BL2209
 BL2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WCR)
 BL2209'STATION IS 12 MILES SOUTH OF CONROE, 7 FEET WEST OF THE WEST
 BL2209'RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY NO. 45 (OLD U.S.
 BL2209'HIGHWAY NO. 75) IN THE WEST SIDE OF THE OLD ASHE SCHOOL GROUND
 BL2209'WHICH IS NOW GONE AND IN THE AREA OF THE EXPRESSWAY TYPE
 BL2209'HIGHWAY.  IT IS AT THE SOUTH EDGE OF A SMALL CLEARING IN THE
 BL2209'PINE BRUSH AREA AND ABOUT 25 FEET SOUTH OF A PILE OF BROKEN
 BL2209'MASONRY FROM THE OLD SCHOOL BUILDING.  A STANDARD DISK STAMPED
 BL2209'ASHE 2 1958 IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES.
 BL2209'
 BL2209'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ASHE 1942 IN
 BL2209'A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 20 FEET WEST
 BL2209'OF THE EAST RIGHT-OF-WAY FENCE LINE AND ABOUT 55 FEET SOUTH
 BL2209'OF A SMALL CREEK AND A CONCRETE CULVERT.
 BL2209'
 BL2209'REFERENCE MARK NO. 1 IS IN THE NORTH EDGE OF THE CLEARING
 BL2209'AND IS 20 FEET NORTHWEST OF THE PILE OF BROKEN CONCRETE,
 BL2209'A DISK STAMPED ASHE 2 1958 NO. 1 IN A CONCRETE MONUMENT
 BL2209'PROJECTING ABOUT 4 INCHES.
 BL2209'
 BL2209'REFERENCE NO. 2 IS IN THE SOUTHWEST POINT OF THE CLEARING,
 BL2209'A DISK STAMPED ASHE 2 1958 NO. 2 IN A CONCRETE MONUMENT
 BL2209'PROJECTING ABOUT 4 INCHES.  IT IS ABOUT 15 FEET NORTHWEST
 BL2209'OF AN OLD CESS-POOL HOLE.
 BL2209'
 BL2209'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 105 AND
 BL2209'INTERSTATE ROUTE NO. 45 (U.S. NO. 75) IN CONROE, GO SOUTH
 BL2209'ON NO. 45, 11.4 MILES TO THE AZIMUTH MARK ON THE LEFT.  THEN
 BL2209'CONTINUE SOUTH 0.45 MILE TO THE TOP OF A LOW DIVICE AND THE
 BL2209'STATION ON THE RIGHT AS DESCRIBED.
 BL2209
 BL2209                          STATION RECOVERY (1985)
 BL2209
 BL2209'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (JDR)
 BL2209'ASHE 2 1958 NOT RECOVERED.
 BL2209'RM 1 1958, RM 2 1958, AZIMUTH MARK NOT RECOVERED, CONCRETE MARK
 BL2209'FOUND DISK MISSING.
 BL2209'A GOOD HOUR WAS SPENT SEARCHING FOR STATION AND RMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0734 ***********************************************************************
 AO0734  DESIGNATION -  ASHERTON TANK
 AO0734  PID         -  AO0734
 AO0734  STATE/COUNTY-  TX/DIMMIT
 AO0734  USGS QUAD   -  ASHERTON (1982)
 AO0734
 AO0734                         *CURRENT SURVEY CONTROL
 AO0734  ___________________________________________________________________
 AO0734* NAD 83(1993)-  28 26 35.58886(N)    099 45 18.70781(W)     ADJUSTED  
 AO0734* NAVD 88     -                                                        
 AO0734  ___________________________________________________________________
 AO0734  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AO0734  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AO0734
 AO0734  HORZ ORDER  -  THIRD
 AO0734
 AO0734.The horizontal coordinates were established by classical geodetic methods
 AO0734.and adjusted by the National Geodetic Survey in February 1996..
 AO0734
 AO0734
 AO0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0734
 AO0734.The geoid height was determined by GEOID03.
 AO0734
 AO0734;                    North         East     Units Scale Factor Converg.
 AO0734;SPC TXSC     - 4,067,833.094   526,025.349   MT  0.99998335   -0 22 11.9
 AO0734;SPC TXSC     -13,345,882.41  1,725,801.50   sFT  0.99998335   -0 22 11.9
 AO0734;UTM  14      - 3,146,533.736   426,052.016   MT  0.99966749   -0 21 34.9
 AO0734
 AO0734                          SUPERSEDED SURVEY CONTROL
 AO0734
 AO0734  NAD 83(1986)-  28 26 35.58588(N)    099 45 18.68465(W) AD(       ) 4
 AO0734  NAD 27      -  28 26 34.62007(N)    099 45 17.51095(W) AD(       ) 3
 AO0734
 AO0734.Superseded values are not recommended for survey control.
 AO0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0734.See file dsdata.txt to determine how the superseded data were derived.
 AO0734
 AO0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS2605246534(NAD 83)
 AO0734_MARKER: 53 = ELEVATED TANK
 AO0734
 AO0734  HISTORY     - Date     Condition        Report By
 AO0734  HISTORY     - 1972     FIRST OBSERVED   NGS
 AO0734  HISTORY     - 19970712 GOOD             USPSQD
 AO0734
 AO0734                          STATION DESCRIPTION
 AO0734
 AO0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0734'THE STATION, ASHERTON TANK, IS THE CENTER OF THE TOP OF AN ELEVATED
 AO0734'WATER TANK, SUPPORTED BY FOUR LEGS THAT HAS AN OVERALL HEIGHT OF 130
 AO0734'FEET.  IT IS LOCATED IN AND OWNED BY THE SMALL COMMUNITY OF
 AO0734'ASHERTON.
 AO0734
 AO0734                          STATION RECOVERY (1997)
 AO0734
 AO0734'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1200 ***********************************************************************
 CR1200  DESIGNATION -  ASHLAND
 CR1200  PID         -  CR1200
 CR1200  STATE/COUNTY-  TX/HARRISON
 CR1200  USGS QUAD   -  ASHLAND (1978)
 CR1200
 CR1200                         *CURRENT SURVEY CONTROL
 CR1200  ___________________________________________________________________
 CR1200* NAD 83(1993)-  32 42 06.33612(N)    094 39 35.18068(W)     ADJUSTED  
 CR1200* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 CR1200  ___________________________________________________________________
 CR1200  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CR1200  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CR1200
 CR1200  HORZ ORDER  -  SECOND
 CR1200
 CR1200.The horizontal coordinates were established by classical geodetic methods
 CR1200.and adjusted by the National Geodetic Survey in February 1996..
 CR1200
 CR1200.The orthometric height was scaled from a topographic map.
 CR1200
 CR1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1200
 CR1200.The geoid height was determined by GEOID03.
 CR1200
 CR1200;                    North         East     Units Scale Factor Converg.
 CR1200;SPC TXNC     - 2,121,361.485   959,964.784   MT  0.99989115   +2 05 40.0
 CR1200;SPC TXNC     - 6,959,833.47  3,149,484.46   sFT  0.99989115   +2 05 40.0
 CR1200;UTM  15      - 3,619,442.480   344,422.308   MT  0.99989846   -0 53 48.8
 CR1200
 CR1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1200!SPC TXNC     -   0.99998000  x   0.99989115  =   0.99987115
 CR1200!UTM  15      -   0.99998000  x   0.99989846  =   0.99987846
 CR1200
 CR1200|---------------------------------------------------------------------|
 CR1200| PID    Reference Object                     Distance      Geod. Az  |
 CR1200|                                                           dddmmss.s |
 CR1200| CX4947 ASHLAND RM 1                         27.249 METERS 00125     |
 CR1200| CR1193 HALLSVILLE MUNICIPAL TANK           APPROX.23.2 KM 1595350.3 |
 CR1200| CX4948 ASHLAND RM 2                         21.956 METERS 24015     |
 CR1200| CX4946 ASHLAND AZ MK                                      2670836.2 |
 CR1200|---------------------------------------------------------------------|
 CR1200
 CR1200                          SUPERSEDED SURVEY CONTROL
 CR1200
 CR1200  NAD 83(1986)-  32 42 06.34283(N)    094 39 35.16913(W) AD(       ) 2
 CR1200  NAD 27      -  32 42 05.83930(N)    094 39 34.42380(W) AD(       ) 2
 CR1200
 CR1200.Superseded values are not recommended for survey control.
 CR1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1200.See file dsdata.txt to determine how the superseded data were derived.
 CR1200
 CR1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS4442219442(NAD 83)
 CR1200_MARKER: DS = TRIANGULATION STATION DISK
 CR1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1200
 CR1200  HISTORY     - Date     Condition        Report By
 CR1200  HISTORY     - 1957     MONUMENTED       CGS
 CR1200
 CR1200                          STATION DESCRIPTION
 CR1200
 CR1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1200'THE STATION IS LOCATED ABOUT 16 MILES AIRLINE NORTH OF LONGVIEW
 CR1200'AND 15 MILES EAST OF GILMER AT THE NORTHWEST END OF A HEAVILY
 CR1200'TIMBERED RIDGE.  THERE IS A HIGHER HILL AT THE SOUTHWEST
 CR1200'END OF THE SAME RIDGE AS THE STATION IS LOCATED.  IT IS 22
 CR1200'FEET NORTHWEST OF A 12-INCH OAK TREE WHICH HAS A TRIANGLE
 CR1200'BLAZE.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 CR1200'GROUND AND IS STAMPED ASHLAND 1957.
 CR1200'
 CR1200'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE SURFACE OF THE
 CR1200'GROUND AND IS STAMPED ASHLAND NO 1 1957.
 CR1200'
 CR1200'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE SURFACE OF THE
 CR1200'GROUND AND IS STAMPED ASHLAND NO 2 1957.
 CR1200'
 CR1200'THE AZIMUTH MARK IS 61 FEET EAST OF THE CENTER OF A METAL
 CR1200'GATE, 47 FEET NORTH OF THE CENTER OF AN OIL ROAD AND 2 FEET
 CR1200'SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS 4 INCHES
 CR1200'AND IS STAMPED ASHLAND 1957.
 CR1200'
 CR1200'TO REACH THE STATION FROM THE POST OFFICE IN DIANA GO SOUTH ON
 CR1200'TEXAS HIGHWAY 26 FOR 0.05 MILE TO THE JUNCTION WITH STATE
 CR1200'HIGHWAY 154.  TURN LEFT ON STATE HIGHWAY 154 AND GO 3.05 MILE
 CR1200'TO A CROSS ROADS JUST AFTER PASSING A GROCERY STORE IN THE SMALL
 CR1200'VILLAGE OF ASHLAND.  TURN LEFT AT THE CROSS ROADS AND FOLLOW
 CR1200'OIL ROAD FOR 0.5 MILE TO AN OIL ROAD RIGHT.  TURN RIGHT ON THE
 CR1200'OIL ROAD AND GO 0.95 MILE TO A SIDE ROAD LEFT AND A BRICK HOUSE
 CR1200'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON THE OIL ROAD AND GO
 CR1200'0.7 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 CR1200'CONTINUE STRAIGHT AHEAD ON THE OIL ROAD AND GO 1 MILE TO A SIDE
 CR1200'ROAD RIGHT LEADING INTO THE TIMBER.  TURN RIGHT ON THE
 CR1200'WOODS ROAD AND GO 0.05 MILE TO A WIRE GATE.  PASS THROUGH THE
 CR1200'WIRE GATE AND FOLLOW THE TRACK ROAD FOR 0.3 MILE TO A FORK
 CR1200'IN THE ROAD.  TAKE THE RIGHT FORK AND GO 0.1 MILE TO A
 CR1200'DIM TRACK ROAD LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD FOR
 CR1200'0.2 MILE TO THE STATION AS DESCRIBED.
 CR1200'
 CR1200'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1714 ***********************************************************************
 FL1714  DESIGNATION -  ASHTOLA
 FL1714  PID         -  FL1714
 FL1714  STATE/COUNTY-  TX/DONLEY
 FL1714  USGS QUAD   -  ASHTOLA (1983)
 FL1714
 FL1714                         *CURRENT SURVEY CONTROL
 FL1714  ___________________________________________________________________
 FL1714* NAD 83(1993)-  35 01 55.72365(N)    101 03 09.28239(W)     ADJUSTED  
 FL1714* NAVD 88     -       913.     (meters)    2995.     (feet)  SCALED    
 FL1714  ___________________________________________________________________
 FL1714  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FL1714  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 FL1714
 FL1714  HORZ ORDER  -  FIRST
 FL1714
 FL1714.The horizontal coordinates were established by classical geodetic methods
 FL1714.and adjusted by the National Geodetic Survey in February 1996..
 FL1714
 FL1714.The orthometric height was scaled from a topographic map.
 FL1714
 FL1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1714
 FL1714.The geoid height was determined by GEOID03.
 FL1714
 FL1714;                    North         East     Units Scale Factor Converg.
 FL1714;SPC TX N     - 1,114,595.471   240,825.457   MT  0.99993340   +0 15 33.5
 FL1714;SPC TX N     - 3,656,801.97    790,108.19   sFT  0.99993340   +0 15 33.5
 FL1714;UTM  14      - 3,878,533.627   312,758.329   MT  1.00003211   -1 10 42.9
 FL1714
 FL1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1714!SPC TX N     -   0.99986085  x   0.99993340  =   0.99979426
 FL1714!UTM  14      -   0.99986085  x   1.00003211  =   0.99989296
 FL1714
 FL1714|---------------------------------------------------------------------|
 FL1714| PID    Reference Object                     Distance      Geod. Az  |
 FL1714|                                                           dddmmss.s |
 FL1714| CJ5654 ASHTOLA RM 2                          8.882 METERS 01338     |
 FL1714| CJ5653 ASHTOLA RM 1                         10.120 METERS 10036     |
 FL1714| EN0791 CLARENDON GRAIN CO ELEVATOR         APPROX.18.0 KM 1241322.1 |
 FL1714| EN0793 CLARENDON CABLE TV MAST             APPROX.16.8 KM 1271650.6 |
 FL1714| CJ5652 ASHTOLA AZ MK                                      2075603.8 |
 FL1714|---------------------------------------------------------------------|
 FL1714
 FL1714                          SUPERSEDED SURVEY CONTROL
 FL1714
 FL1714  NAD 83(1993)-  35 01 55.72664(N)    101 03 09.27917(W) AD(       ) 1
 FL1714  NAD 83(1986)-  35 01 55.72944(N)    101 03 09.27434(W) AD(       ) 1
 FL1714  NAD 27      -  35 01 55.55000(N)    101 03 07.73400(W) AD(       ) 1
 FL1714
 FL1714.Superseded values are not recommended for survey control.
 FL1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1714.See file dsdata.txt to determine how the superseded data were derived.
 FL1714
 FL1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD1275878534(NAD 83)
 FL1714_MARKER: DS = TRIANGULATION STATION DISK
 FL1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1714
 FL1714  HISTORY     - Date     Condition        Report By
 FL1714  HISTORY     - 1951     MONUMENTED       CGS
 FL1714  HISTORY     - 1964     GOOD             CGS
 FL1714
 FL1714                          STATION DESCRIPTION
 FL1714
 FL1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1714'THE STATION IS LOCATED ON THE TOP OF A GRASSY KNOLL THAT IS
 FL1714'THE HIGHEST POINT IN THE VICINITY, ABOUT 2 MILES AIRLINE
 FL1714'NORTH-NORTHWEST OF ASHTOLA, ABOUT 8 MILES AIRLINE EAST OF
 FL1714'GOODNIGHT, AND ABOUT 12 MILES AIRLINE SOUTH-SOUTHEAST OF GROOM.
 FL1714'
 FL1714'TO REACH THE STATION FROM THE POST OFFICE IN ASHTOLA, GO
 FL1714'SOUTHEAST FOR 0.1 MILE TO A CROSS ROAD.  TURN LEFT AND GO 1.0
 FL1714'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 1.8 MILES
 FL1714'TO A SMALL GROUP OF FARM BUILDINGS ON THE RIGHT.  TURN RIGHT,
 FL1714'GO THROUGH THE FARM YARD, PASS AROUND THE SOUTH SIDE OF A RED
 FL1714'BARN, AND FOLLOW A FENCE LINE EAST UP A LANE FOR 0.5 MILE TO
 FL1714'THE HIGHEST POINT OF THE KNOLL, A WHITE WITNESS POST, AND THE
 FL1714'STATION.
 FL1714'
 FL1714'THE STATION MARK IS A STANDARD DISK STAMPED ASHTOLA 1951 SET
 FL1714'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1714'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT 7 FEET NORTH OF
 FL1714'A WHITE WITNESS POST SET IN AN EAST-WEST FENCE LINE.
 FL1714'
 FL1714'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ASHTOLA NO
 FL1714'1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1714'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS IN AN EAST-WEST
 FL1714'FENCE LINE AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 FL1714'
 FL1714'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ASHTOLA NO
 FL1714'2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1714'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME
 FL1714'ELEVATION AS THE STATION.
 FL1714'
 FL1714'THE AZIMUTH MARK IS LOCATED ON THE NORTHEAST SIDE OF U.S.
 FL1714'HIGHWAY 287 AND IS A STANDARD DISK STAMPED ASHTOLA 1951 SET IN
 FL1714'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 4
 FL1714'INCHES ABOVE THE GROUND.  IT IS ABOUT 70 FEET SOUTHWEST OF THE
 FL1714'CENTERLINE OF A RAILROAD TRACK, ABOUT 60 FEET NORTHEAST OF
 FL1714'THE CENTERLINE OF U.S. HIGHWAY 287, AND ABOUT 2 FEET SOUTHEAST
 FL1714'OF A TELEPHONE POLE WITH A TRIANGLE BLAZE.  TO REACH THE
 FL1714'AZIMUTH MARK FROM THE POST OFFICE IN ASHTOLA, GO SOUTHEAST FOR
 FL1714'0.1 MILE TO A CROSS ROAD.  TURN RIGHT AND GO ABOUT 100 YARDS
 FL1714'ACROSS SOME RAILROAD TRACKS TO A CROSS ROAD.  TURN RIGHT
 FL1714'ONTO U.S.  HIGHWAY 287 AND GO 1.2 MILES TO A TELEPHONE POLE
 FL1714'WITH A TRAINGLE BLAZE AND THE AZIMUTH MARK ON THE RIGHT ON THE
 FL1714'TOP OF A HIGH CUT BANK.
 FL1714
 FL1714                          STATION RECOVERY (1964)
 FL1714
 FL1714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 FL1714'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 FL1714'WERE RECOVERED AS PREVIOUSLY DESCRIBED.  METAL WITNESS POSTS
 FL1714'WERE SET 7.7 FEET SOUTH-SOUTHEAST OF THE STATION MARK AND 2.5
 FL1714'FEET SOUTHEAST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1231 ***********************************************************************
 CT1231  DESIGNATION -  ASKEW NO 1
 CT1231  PID         -  CT1231
 CT1231  STATE/COUNTY-  TX/YOUNG
 CT1231  USGS QUAD   -  COVE CREEK (1981)
 CT1231
 CT1231                         *CURRENT SURVEY CONTROL
 CT1231  ___________________________________________________________________
 CT1231* NAD 83(1993)-  32 58 37.57104(N)    098 34 07.62184(W)     ADJUSTED  
 CT1231* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 CT1231  ___________________________________________________________________
 CT1231  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CT1231  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CT1231
 CT1231  HORZ ORDER  -  THIRD
 CT1231
 CT1231.The horizontal coordinates were established by classical geodetic methods
 CT1231.and adjusted by the National Geodetic Survey in February 1996..
 CT1231
 CT1231.The orthometric height was scaled from a topographic map.
 CT1231
 CT1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1231
 CT1231.The geoid height was determined by GEOID03.
 CT1231
 CT1231;                    North         East     Units Scale Factor Converg.
 CT1231;SPC TXNC     - 2,145,315.959   593,571.083   MT  0.99987346   -0 02 15.1
 CT1231;SPC TXNC     - 7,038,424.11  1,947,407.79   sFT  0.99987346   -0 02 15.1
 CT1231;UTM  14      - 3,648,831.124   540,292.974   MT  0.99962002   +0 14 05.0
 CT1231
 CT1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1231!SPC TXNC     -   0.99994508  x   0.99987346  =   0.99981854
 CT1231!UTM  14      -   0.99994508  x   0.99962002  =   0.99956512
 CT1231
 CT1231                          SUPERSEDED SURVEY CONTROL
 CT1231
 CT1231  NAD 83(1993)-  32 58 37.57290(N)    098 34 07.61597(W) AD(       ) 3
 CT1231  NAD 83(1986)-  32 58 37.57298(N)    098 34 07.60657(W) AD(       ) 3
 CT1231
 CT1231.Superseded values are not recommended for survey control.
 CT1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1231.See file dsdata.txt to determine how the superseded data were derived.
 CT1231
 CT1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB4029348831(NAD 83)
 CT1231_MARKER: H = DRILL HOLE
 CT1231_SETTING: 80 = SET IN A BOULDER
 CT1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1231+STABILITY: SURFACE MOTION
 CT1231
 CT1231  HISTORY     - Date     Condition        Report By
 CT1231  HISTORY     - 1923     MONUMENTED       USGS
 CT1231  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 CT1231
 CT1231                          STATION DESCRIPTION
 CT1231
 CT1231'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 CT1231'ON J. W. ASKEWS LAND, ABOUT 2 MI. SE. OF GRIMSHAW POST OFFICE, ON
 CT1231'A SMALL ISOLATED KNOLL.  STATION LOCATED AT THE NE. END OF THE KNOLL,
 CT1231'ABOUT 2 METERS FROM TOP OF THE SLOPE AT THIS SIDE OF THE KNOLL.
 CT1231'
 CT1231'STATION MARK--DRILL HOLE AND CROSS ON A FLAT LIME ROCK, LEVEL WITH
 CT1231'SURFACE OF GROUND.
 CT1231
 CT1231                          STATION RECOVERY (2005)
 CT1231
 CT1231'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 CT1231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0522 ***********************************************************************
 DP0522  DESIGNATION -  ASPERMONT
 DP0522  PID         -  DP0522
 DP0522  STATE/COUNTY-  TX/STONEWALL
 DP0522  USGS QUAD   -  ASPERMONT (1968)
 DP0522
 DP0522                         *CURRENT SURVEY CONTROL
 DP0522  ___________________________________________________________________
 DP0522* NAD 83(1993)-  33 08 21.59433(N)    100 13 42.48231(W)     ADJUSTED  
 DP0522* NAVD 88     -       544.35   (+/-2cm)    1785.9    (feet)  VERTCON   
 DP0522  ___________________________________________________________________
 DP0522  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DP0522  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DP0522
 DP0522  HORZ ORDER  -  FIRST
 DP0522  VERT ORDER  -  THIRD ? (See Below)
 DP0522
 DP0522.The horizontal coordinates were established by classical geodetic methods
 DP0522.and adjusted by the National Geodetic Survey in February 1996..
 DP0522
 DP0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0522.The vertical order pertains to the NGVD 29 superseded value.
 DP0522
 DP0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0522
 DP0522.The geoid height was determined by GEOID03.
 DP0522
 DP0522;                    North         East     Units Scale Factor Converg.
 DP0522;SPC TXNC     - 2,164,630.178   438,751.172   MT  0.99987379   -0 56 33.7
 DP0522;SPC TXNC     - 7,101,790.84  1,439,469.47   sFT  0.99987379   -0 56 33.7
 DP0522;UTM  14      - 3,667,405.025   385,418.856   MT  0.99976187   -0 40 17.9
 DP0522
 DP0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0522!SPC TXNC     -   0.99991898  x   0.99987379  =   0.99979278
 DP0522!UTM  14      -   0.99991898  x   0.99976187  =   0.99968087
 DP0522
 DP0522|---------------------------------------------------------------------|
 DP0522| PID    Reference Object                     Distance      Geod. Az  |
 DP0522|                                                           dddmmss.s |
 DP0522| DP0524 ASPERMONT NEW MUN TANK              154.390 METERS 00246     |
 DP0522| DP0523 ASPERMONT CTHSE TOP OF STATUE        74.880 METERS 01351     |
 DP0522| CX7518 ASPERMONT AZ MK                                    0353521.0 |
 DP0522| CX7519 ASPERMONT RM 1                       25.477 METERS 07522     |
 DP0522| CX7520 ASPERMONT RM 2                       21.401 METERS 22840     |
 DP0522| CX7521 ASPERMONT RM 3                       20.270 METERS 29302     |
 DP0522| DP0525 ASPERMONT STONEWALL CO MAST         APPROX. 0.9 KM 3031437.9 |
 DP0522| CX7522 ASPERMONT RM 4 AZIMUTH                             3515838.0 |
 DP0522| DP0521 ASPERMONT MUNICIPAL TANK            155.421 METERS 35501     |
 DP0522|---------------------------------------------------------------------|
 DP0522
 DP0522                          SUPERSEDED SURVEY CONTROL
 DP0522
 DP0522  NAD 83(1993)-  33 08 21.59763(N)    100 13 42.47971(W) AD(       ) 1
 DP0522  NAD 83(1986)-  33 08 21.60081(N)    100 13 42.47515(W) AD(       ) 1
 DP0522  NAD 27      -  33 08 21.25300(N)    100 13 41.09100(W) AD(       ) 1
 DP0522  NGVD 29 (07/19/86)  544.15   (m)         1785.3    (f) LEVELING    3  
 DP0522
 DP0522.Superseded values are not recommended for survey control.
 DP0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0522.See file dsdata.txt to determine how the superseded data were derived.
 DP0522
 DP0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB8541967405(NAD 83)
 DP0522_MARKER: DS = TRIANGULATION STATION DISK
 DP0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0522_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0522
 DP0522  HISTORY     - Date     Condition        Report By
 DP0522  HISTORY     - 1935     MONUMENTED       CGS
 DP0522  HISTORY     - 1938     GOOD             TXHD
 DP0522  HISTORY     - 1958     GOOD             CGS
 DP0522  HISTORY     - 1974     GOOD             NGS
 DP0522  HISTORY     - 1982     GOOD             TXHD
 DP0522
 DP0522                          STATION DESCRIPTION
 DP0522
 DP0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0522'STATION IS IN THE CITY OF ASPERMONT, NEAR CENTER OF SECTION
 DP0522'122, H. AND T.C. RAILROAD COMPANY, BLOCK D, NEAR THE CENTER
 DP0522'OF THE WESTERLY OF TWO ISLAND PARKS, ABOUT 100 YARDS S OF
 DP0522'COURTHOUSE.  MARK IS 70 FEET S OF CENTER LINE OF STREET,
 DP0522'S OF COURTHOUSE, 100 FEET E OF CENTER LINE OF MAIN STREET.
 DP0522'
 DP0522'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0522'BRONZE DISKS SET IN CONCRETE.
 DP0522'
 DP0522'REFERENCE MARK NO. 1 IS IN EAST ISLAND PARK, IN THE NW CORNER,
 DP0522'45 FEET S OF CENTER LINE OF STREET S OF COURTHOUSE.
 DP0522'
 DP0522'REFERENCE MARK NO. 2 IS IN WEST ISLAND PARK, IN THE SW CORNER,
 DP0522'55 FEET E OF CENTER LINE OF MAIN STREET.
 DP0522'
 DP0522'AZIMUTH MARK IS REACHED BY GOING 0.55 MILE N TO RAILROAD
 DP0522'TRACKS, THENCE E 0.3 MILE TO MARK ON LEFT (N).  MARK IS 60
 DP0522'FEET S OF S RAIL OF MAIN LINE, AND 45 FEET S OF S RAIL OF
 DP0522'SPUR TRACK, AT SE CORNER OF LOADING PLATFORM.
 DP0522'
 DP0522'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DP0522
 DP0522                          STATION RECOVERY (1938)
 DP0522
 DP0522'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0522'STATION WAS RECOVERED WITH NO ATTEMPT MADE TO RECOVER REFERENCE
 DP0522'OR AZIMUTH MARKS.  DESCRIPTION IS SATISFACTORY.
 DP0522
 DP0522                          STATION RECOVERY (1958)
 DP0522
 DP0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0522'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DP0522'THE STATION MARK IS IN AN ISLAND PARK SOUTH OF THE COURT
 DP0522'HOUSE, 70 FEET EAST OF THE CURB ALONG THE WEST SIDE OF THE ISLAND
 DP0522'AND 28 FEET SOUTH OF THE CURB ALONG THE NORTH SIDE.  THE
 DP0522'MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND.
 DP0522'
 DP0522'R.M. NO. 1 IS 20.5 FEET EAST OF THE EAST EDGE OF THE WALK
 DP0522'THROUGH CENTER OF THE ISLAND, 5 FEET SOUTH OF THE CURB ALONG
 DP0522'THE NORTH SIDE AND IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 DP0522'
 DP0522'R.M. NO. 2 IS 18 FEET EAST OF THE CURB ALONG THE WEST SIDE OF
 DP0522'THE ISLAND AND 10.5 FEET NORTH OF THE CURB ALONG THE SOUTH
 DP0522'SIDE.  THE MARK IS ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 DP0522'
 DP0522'THE AZIMUTH MARK RECOVERED AS DESCRIBED AND IS ALSO 96 FEET
 DP0522'WEST OF THE SOUTHWEST CORNER OF A METAL BUILDING.
 DP0522
 DP0522                          STATION RECOVERY (1974)
 DP0522
 DP0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DP0522'THE STATION MARK AND REFERENCE MARK 2 WAS RECOVERED AND FOUND
 DP0522'IN GOOD CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK
 DP0522'WERE NOT RECOVERED AND BELIEVE TO BE DESTROYED.  THE DISTANCE TO
 DP0522'REFERENCE MARK 2 WAS FOUND TO BE IN DIFFERENCES OF 0.057 METERS
 DP0522'LONGER, THE DIRECTIONS WAS IN DIFFERENCES OF 56.5 SECONDS.
 DP0522'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 DP0522'
 DP0522'THE STATION IS LOCATED IN THE TOWN OF ASPERMONT, IN THE WEST
 DP0522'END OF AN ISLAND PARK, WHICH IS SOUTH OF THE COURT HOUSE.
 DP0522'THE STATION IS ON CITY PROPERTY, MR. OSCOR DICKERSON, MAYOR
 DP0522'OF ASPERMONT.
 DP0522'
 DP0522'STATION MARKS ARE STANDARD DISKS STAMPED ASPERMONT 1935.
 DP0522'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DP0522'CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE.
 DP0522'IT IS 71 FEET EAST OF THE WEST CURB OF THE PARK, 59 FEET NORTH
 DP0522'OF THE SOUTH CURB AND 28 FEET SOUTH OF THE NORTH CURB.  THE
 DP0522'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DP0522'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DP0522'
 DP0522'REFERENCE MARK 2, A STANDARD DISK STAMPED ASPERMONT NO 2 1935,
 DP0522'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DP0522'THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 18 FEET
 DP0522'EAST OF THE WEST CURB, 13 FEET NORTHEAST OF A STOP SIGN AND
 DP0522'11 FEET NORTH OF THE SOUTH CURB.
 DP0522'
 DP0522'REFERENCE MARK 3, A STANDARD DISK STAMPED ASPERMONT 1935
 DP0522'NO 3 1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DP0522'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 6 FEET
 DP0522'EAST OF THE WEST CURB AND 3 FEET SOUTH OF THE NORTH CURB.
 DP0522'
 DP0522'REFERENCE MARK 4, A STANDARD DISK STAMPED ASPERMONT 1935 NO
 DP0522'4 1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DP0522'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 28
 DP0522'FEET WEST OF THE CENTER OF WASHINGTON STREET, 28 FEET SOUTH OF
 DP0522'THE CENTER OF THIRD STREET AND 5 FEET NORTH OF A POWERLINE
 DP0522'POLE.
 DP0522'
 DP0522'TO REACH REFERENCE MARK 4 FROM THE STATION, GO NORTH ON
 DP0522'WASHINGTON STREET FOR 0.15 MILE TO THIRD STREET AND THE
 DP0522'MARK ON THE LEFT.
 DP0522'
 DP0522'HEIGHT OF LIGHT ABOVE STATION MARK 74.0 FEET.
 DP0522'
 DP0522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 DP0522'TOWN OF ASPERMONT.
 DP0522
 DP0522                          STATION RECOVERY (1982)
 DP0522
 DP0522'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1982 (CLJ)
 DP0522'ASPERMONT 1935 IN EXCELLENT CONDITION.
 DP0522'
 DP0522'ASPERMONT RM 4, IN EXCELLENT CONDITION.
 DP0522'
 DP0522'THE 1974 DESCRIPTION IS ADEQUATE FOR RECOVERY OF ALL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0523 ***********************************************************************
 DP0523  DESIGNATION -  ASPERMONT CTHSE TOP OF STATUE
 DP0523  PID         -  DP0523
 DP0523  STATE/COUNTY-  TX/STONEWALL
 DP0523  USGS QUAD   -  ASPERMONT (1968)
 DP0523
 DP0523                         *CURRENT SURVEY CONTROL
 DP0523  ___________________________________________________________________
 DP0523* NAD 83(1993)-  33 08 23.95427(N)    100 13 41.79083(W)     ADJUSTED  
 DP0523* NAVD 88     -                                                        
 DP0523  ___________________________________________________________________
 DP0523  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DP0523  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DP0523
 DP0523  HORZ ORDER  -  THIRD
 DP0523
 DP0523.The horizontal coordinates were established by classical geodetic methods
 DP0523.and adjusted by the National Geodetic Survey in February 1996..
 DP0523
 DP0523
 DP0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0523
 DP0523.The geoid height was determined by GEOID03.
 DP0523
 DP0523;                    North         East     Units Scale Factor Converg.
 DP0523;SPC TXNC     - 2,164,702.568   438,770.285   MT  0.99987381   -0 56 33.3
 DP0523;SPC TXNC     - 7,102,028.34  1,439,532.18   sFT  0.99987381   -0 56 33.3
 DP0523;UTM  14      - 3,667,477.496   385,437.625   MT  0.99976182   -0 40 17.6
 DP0523
 DP0523                          SUPERSEDED SURVEY CONTROL
 DP0523
 DP0523  NAD 83(1993)-  33 08 23.95756(N)    100 13 41.78823(W) AD(       ) 4
 DP0523  NAD 83(1986)-  33 08 23.96030(N)    100 13 41.78316(W) AD(       ) 4
 DP0523  NAD 27      -  33 08 23.61000(N)    100 13 40.40000(W) AD(       ) 3
 DP0523
 DP0523.Superseded values are not recommended for survey control.
 DP0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0523.See file dsdata.txt to determine how the superseded data were derived.
 DP0523
 DP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB8543867477(NAD 83)
 DP0523
 DP0523  HISTORY     - Date     Condition        Report By
 DP0523  HISTORY     - 1935     FIRST OBSERVED   CGS
 DP0523  HISTORY     - 20050526 MARK NOT FOUND   USPSQD
 DP0523
 DP0523                          STATION DESCRIPTION
 DP0523
 DP0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0523'POINT SIGHTED UPON WAS TOP OF STATUE ATOP DOME OF STONEWALL
 DP0523'COUNTY COURTHOUSE AT ASPERMONT.
 DP0523
 DP0523                          STATION RECOVERY (2005)
 DP0523
 DP0523'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DP0523'THE OLD COURTHOUSE HAS BEEN REPLACED WITH A NEW BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0521 ***********************************************************************
 DP0521  DESIGNATION -  ASPERMONT MUNICIPAL TANK
 DP0521  PID         -  DP0521
 DP0521  STATE/COUNTY-  TX/STONEWALL
 DP0521  USGS QUAD   -  ASPERMONT (1968)
 DP0521
 DP0521                         *CURRENT SURVEY CONTROL
 DP0521  ___________________________________________________________________
 DP0521* NAD 83(1993)-  33 08 26.62019(N)    100 13 43.00308(W)     ADJUSTED  
 DP0521* NAVD 88     -                                                        
 DP0521  ___________________________________________________________________
 DP0521  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DP0521  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DP0521
 DP0521  HORZ ORDER  -  THIRD
 DP0521
 DP0521.The horizontal coordinates were established by classical geodetic methods
 DP0521.and adjusted by the National Geodetic Survey in February 1996..
 DP0521
 DP0521
 DP0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0521
 DP0521.The geoid height was determined by GEOID03.
 DP0521
 DP0521;                    North         East     Units Scale Factor Converg.
 DP0521;SPC TXNC     - 2,164,785.194   438,740.225   MT  0.99987383   -0 56 34.0
 DP0521;SPC TXNC     - 7,102,299.42  1,439,433.55   sFT  0.99987383   -0 56 34.0
 DP0521;UTM  14      - 3,667,559.970   385,407.178   MT  0.99976190   -0 40 18.3
 DP0521
 DP0521                          SUPERSEDED SURVEY CONTROL
 DP0521
 DP0521  NAD 83(1993)-  33 08 26.62347(N)    100 13 43.00048(W) AD(       ) 4
 DP0521  NAD 83(1986)-  33 08 26.62622(N)    100 13 42.99540(W) AD(       ) 4
 DP0521  NAD 27      -  33 08 26.28000(N)    100 13 41.61000(W) AD(       ) 3
 DP0521
 DP0521.Superseded values are not recommended for survey control.
 DP0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0521.See file dsdata.txt to determine how the superseded data were derived.
 DP0521
 DP0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB8540767560(NAD 83)
 DP0521_MARKER: 51 = TANK
 DP0521
 DP0521  HISTORY     - Date     Condition        Report By
 DP0521  HISTORY     - 1935     FIRST OBSERVED   CGS
 DP0521  HISTORY     - 20050526 MARK NOT FOUND   USPSQD
 DP0521
 DP0521                          STATION DESCRIPTION
 DP0521
 DP0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0521'POINT SIGHTED UPON WAS FINIAL OF MUNICIPAL WATER TANK,
 DP0521'APPROXIMATELY 110 FEET HIGH, LOCATED IN NW PART OF TOWN.
 DP0521
 DP0521                          STATION RECOVERY (2005)
 DP0521
 DP0521'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DP0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0524 ***********************************************************************
 DP0524  DESIGNATION -  ASPERMONT NEW MUN TANK
 DP0524  PID         -  DP0524
 DP0524  STATE/COUNTY-  TX/STONEWALL
 DP0524  USGS QUAD   -  ASPERMONT (1968)
 DP0524
 DP0524                         *CURRENT SURVEY CONTROL
 DP0524  ___________________________________________________________________
 DP0524* NAD 83(1993)-  33 08 26.59989(N)    100 13 42.19410(W)     ADJUSTED  
 DP0524* NAVD 88     -                                                        
 DP0524  ___________________________________________________________________
 DP0524  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DP0524  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DP0524
 DP0524  HORZ ORDER  -  THIRD
 DP0524
 DP0524.The horizontal coordinates were established by classical geodetic methods
 DP0524.and adjusted by the National Geodetic Survey in February 1996..
 DP0524
 DP0524
 DP0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0524
 DP0524.The geoid height was determined by GEOID03.
 DP0524
 DP0524;                    North         East     Units Scale Factor Converg.
 DP0524;SPC TXNC     - 2,164,784.223   438,761.177   MT  0.99987383   -0 56 33.5
 DP0524;SPC TXNC     - 7,102,296.24  1,439,502.29   sFT  0.99987383   -0 56 33.5
 DP0524;UTM  14      - 3,667,559.099   385,428.131   MT  0.99976185   -0 40 17.9
 DP0524
 DP0524                          SUPERSEDED SURVEY CONTROL
 DP0524
 DP0524  NAD 83(1993)-  33 08 26.60289(N)    100 13 42.19151(W) AD(       ) 4
 DP0524  NAD 83(1986)-  33 08 26.60597(N)    100 13 42.18641(W) AD(       ) 4
 DP0524  NAD 27      -  33 08 26.25948(N)    100 13 40.80204(W) AD(       ) 3
 DP0524
 DP0524.Superseded values are not recommended for survey control.
 DP0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0524.See file dsdata.txt to determine how the superseded data were derived.
 DP0524
 DP0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB8542867559(NAD 83)
 DP0524_MARKER: 53 = ELEVATED TANK
 DP0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0524+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 DP0524
 DP0524  HISTORY     - Date     Condition        Report By
 DP0524  HISTORY     - 1974     FIRST OBSERVED   NGS
 DP0524  HISTORY     - 20050526 GOOD             USPSQD
 DP0524
 DP0524                          STATION DESCRIPTION
 DP0524
 DP0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DP0524'ASPERMONT NEW MUNICIPAL WATER TANK IS A 4 LEGGED STEEL TANK,
 DP0524'140 FEET HIGH, PAINTED WHITE WITH AN ORANGE TOP AND ASPERMONT
 DP0524'HORNETS PAINTED IN BLACK ON THE EAST SIDE.
 DP0524'
 DP0524'STATION IS LOCATED IN THE APPROXIMATE CENTER OF ASPERMONT ABOUT
 DP0524'100 YARDS NORTH OF THE COURT HOUSE.
 DP0524'
 DP0524'STATION IS THE TOP CENTER OF TANK.
 DP0524
 DP0524                          STATION RECOVERY (2005)
 DP0524
 DP0524'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DP0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0525 ***********************************************************************
 DP0525  DESIGNATION -  ASPERMONT STONEWALL CO MAST
 DP0525  PID         -  DP0525
 DP0525  STATE/COUNTY-  TX/STONEWALL
 DP0525  USGS QUAD   -  ASPERMONT (1968)
 DP0525
 DP0525                         *CURRENT SURVEY CONTROL
 DP0525  ___________________________________________________________________
 DP0525* NAD 83(1993)-  33 08 38.47494(N)    100 14 13.09706(W)     ADJUSTED  
 DP0525* NAVD 88     -                                                        
 DP0525  ___________________________________________________________________
 DP0525  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 DP0525  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DP0525
 DP0525  HORZ ORDER  -  THIRD
 DP0525
 DP0525.The horizontal coordinates were established by classical geodetic methods
 DP0525.and adjusted by the National Geodetic Survey in February 1996..
 DP0525
 DP0525
 DP0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0525
 DP0525.The geoid height was determined by GEOID03.
 DP0525
 DP0525;                    North         East     Units Scale Factor Converg.
 DP0525;SPC TXNC     - 2,165,163.176   437,966.494   MT  0.99987392   -0 56 50.4
 DP0525;SPC TXNC     - 7,103,539.52  1,436,895.07   sFT  0.99987392   -0 56 50.4
 DP0525;UTM  14      - 3,667,934.246   384,631.753   MT  0.99976410   -0 40 35.0
 DP0525
 DP0525                          SUPERSEDED SURVEY CONTROL
 DP0525
 DP0525  NAD 83(1993)-  33 08 38.47819(N)    100 14 13.09417(W) AD(       ) 4
 DP0525  NAD 83(1986)-  33 08 38.48099(N)    100 14 13.08937(W) AD(       ) 4
 DP0525  NAD 27      -  33 08 38.13454(N)    100 14 11.70498(W) AD(       ) 3
 DP0525
 DP0525.Superseded values are not recommended for survey control.
 DP0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0525.See file dsdata.txt to determine how the superseded data were derived.
 DP0525
 DP0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB8463267934(NAD 83)
 DP0525_MARKER: 42 = RADIO/TV MAST
 DP0525
 DP0525  HISTORY     - Date     Condition        Report By
 DP0525  HISTORY     - 1974     FIRST OBSERVED   NGS
 DP0525
 DP0525                          STATION DESCRIPTION
 DP0525
 DP0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DP0525'ASPERMONT, STONEWALL COUNTY RADIO MAST KKM 285 IS A TRIANGULAR
 DP0525'STEEL STRUCTURE, 400 FEET HIGH, GUYED AND PAINTED IN ALTERNATE
 DP0525'SECTIONS OF RED AND WHITE.  THE MAST ALSO HAS SEVERAL TELEVISION
 DP0525'ANTENNAS ATTACHED AS IT ONCE WAS A CABLE TELEVISION MAST.
 DP0525'
 DP0525'STATION IS LOCATED AT THE NORTHWEST EDGE OF ASPERMONT ON
 DP0525'PROPERTY OWNED BY MR. FRANK HAYES AND IS ABOUT 0.2 MILE
 DP0525'NORTHWEST OF THE JUNCTION OF NORTH SPRINGER AND 3RD STREETS.
 DP0525'
 DP0525'STATION IS THE LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1155 ***********************************************************************
 DN1155  DESIGNATION -  ASTON
 DN1155  PID         -  DN1155
 DN1155  STATE/COUNTY-  TX/COLLIN
 DN1155  USGS QUAD   -  WYLIE (1973)
 DN1155
 DN1155                         *CURRENT SURVEY CONTROL
 DN1155  ___________________________________________________________________
 DN1155* NAD 83(1993)-  33 00 58.34111(N)    096 30 04.81722(W)     ADJUSTED  
 DN1155* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 DN1155  ___________________________________________________________________
 DN1155  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 DN1155  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN1155
 DN1155  HORZ ORDER  -  SECOND
 DN1155
 DN1155.The horizontal coordinates were established by classical geodetic methods
 DN1155.and adjusted by the National Geodetic Survey in February 1996..
 DN1155
 DN1155.The orthometric height was scaled from a topographic map.
 DN1155
 DN1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1155
 DN1155.The geoid height was determined by GEOID03.
 DN1155
 DN1155;                    North         East     Units Scale Factor Converg.
 DN1155;SPC TXNC     - 2,151,426.141   786,712.208   MT  0.99987281   +1 05 24.2
 DN1155;SPC TXNC     - 7,058,470.60  2,581,071.64   sFT  0.99987281   +1 05 24.2
 DN1155;UTM  14      - 3,655,857.648   733,402.188   MT  1.00027174   +1 21 43.5
 DN1155
 DN1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1155!SPC TXNC     -   0.99997936  x   0.99987281  =   0.99985218
 DN1155!UTM  14      -   0.99997936  x   1.00027174  =   1.00025110
 DN1155
 DN1155:                Primary Azimuth Mark                     Grid Az
 DN1155:SPC TXNC     -  ASTON AZ MK                              027 01 50.5
 DN1155:UTM  14      -  ASTON AZ MK                              026 45 31.2
 DN1155
 DN1155|---------------------------------------------------------------------|
 DN1155| PID    Reference Object                     Distance      Geod. Az  |
 DN1155|                                                           dddmmss.s |
 DN1155| CX9605 ASTON AZ MK                                        0280714.7 |
 DN1155| CX9606 ASTON RM 1                           26.610 METERS 04532     |
 DN1155| CX9607 ASTON RM 2                           20.069 METERS 14543     |
 DN1155| DN1153 WYLIE MUNICIPAL TANK                APPROX. 3.6 KM 2644552.1 |
 DN1155|---------------------------------------------------------------------|
 DN1155
 DN1155                          SUPERSEDED SURVEY CONTROL
 DN1155
 DN1155  NAD 83(1993)-  33 00 58.34513(N)    096 30 04.81101(W) AD(       ) 2
 DN1155  NAD 83(1986)-  33 00 58.34801(N)    096 30 04.80230(W) AD(       ) 2
 DN1155  NAD 27      -  33 00 57.91700(N)    096 30 03.84300(W) AD(       ) 2
 DN1155
 DN1155.Superseded values are not recommended for survey control.
 DN1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1155.See file dsdata.txt to determine how the superseded data were derived.
 DN1155
 DN1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3340255858(NAD 83)
 DN1155_MARKER: DS = TRIANGULATION STATION DISK
 DN1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1155_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1155
 DN1155  HISTORY     - Date     Condition        Report By
 DN1155  HISTORY     - 1950     MONUMENTED       CGS
 DN1155  HISTORY     - 1955     GOOD             TXHD
 DN1155  HISTORY     - 1960     GOOD             CGS
 DN1155  HISTORY     - 1964     GOOD             CGS
 DN1155  HISTORY     - 19940712 GOOD             USPSQD
 DN1155
 DN1155                          STATION DESCRIPTION
 DN1155
 DN1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CL)
 DN1155'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH-NORTHWEST
 DN1155'OF ROCKWALL, ABOUT 2 MILES EAST OF WYLIE, IN THE Y OF A
 DN1155'ROAD INTERSECTION FORMED BY STATE HIGHWAY 78 AND AN EAST-WEST
 DN1155'DIRT ROAD.  IT IS 46 FEET SOUTHEAST OF THE CENTERLINE OF
 DN1155'HIGHWAY 78, 34 FEET NORTH OF THE CENTERLINE OF THE DIRT
 DN1155'ROAD, 19 FEET EAST OF A TELEPHONE POLE, AND 12 FEET EAST
 DN1155'OF A WITNESS POST.  THE DISK IS STAMPED ASTON 1949 AND IS
 DN1155'SET FLUSH.
 DN1155'
 DN1155'REFERENCE MARK NO. 1 IS 19 FEET SOUTHEAST OF THE CENTERLINE
 DN1155'OF THE HIGHWAY, AND 1 FOOT SOUTHEAST OF A GUARD POST.  THE
 DN1155'DISK IS STAMPED ASTON 1949 NO 1 AND IS SET FLUSH.
 DN1155'
 DN1155'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTERLINE
 DN1155'OF THE DIRT ROAD, AND 1 FOOT NORTH OF A FENCELINE.  THE
 DN1155'DISK IS STAMPED ASTON 1949 NO 2 AND PROJECTS 1 INCH.
 DN1155'
 DN1155'THE AZIMUTH MARK IS 18 FEET WEST OF THE CENTERLINE OF THE
 DN1155'HIGHWAY, AND 1 FOOT SOUTH WEST OF A GUARD POST.  THE DISK
 DN1155'IS STAMPED ASTON 1949 AND PROJECTS 3 INCHES.
 DN1155'
 DN1155'(THIS STATION WAS SET IN 1949, BUT WAS NOT OCCUPIED UNTIL 1950.)
 DN1155'
 DN1155'TO REACH THE STATION FROM THE MAIN STREET AND THE JUNCTION
 DN1155'OF STATE HIGHWAY 78, IN WYLIE, GO EAST ON HIGHWAY 78 FOR
 DN1155'2.35 MILES TO WHERE THE HIGHWAY TURNS NORTH, AND THE STATION
 DN1155'AS DESCRIBED.
 DN1155'
 DN1155'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DN1155'THE HIGHWAY FOR 0.4 MILE, TO THE MARK ON THE LEFT.
 DN1155'
 DN1155'AN 87 FOOT SIGNAL AT LAVON IS VISIBLE FROM THE GROUND.
 DN1155'
 DN1155'A 100 FOOT SIGNAL AT ROCKWALL 1949 IS VISIBLE FROM THE GROUND.
 DN1155'
 DN1155'A 74 FOOT SIGNAL AT WYLIE IS VISIBLE AT 30 FEET.
 DN1155'
 DN1155'A 100 FOOT SIGNAL AT LUCAS IS VISIBLE FROM THE GROUND.
 DN1155'
 DN1155'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 DN1155
 DN1155                          STATION RECOVERY (1955)
 DN1155
 DN1155'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1155'STATION RECOVERED.  STATION IS 45.7 FT SOUTHEAST OF SH 78
 DN1155'ON CURVE.  THERE IS A NEW LOCATION BEING CONSTRUCTED ON
 DN1155'SH 78 AND THIS STATION WILL NOT BE ON SH 78 BUT ON OLD LOCATION.
 DN1155'IT IS IN JUNCTION OF SH 78 AND COUNTY RD. EAST.
 DN1155
 DN1155                          STATION RECOVERY (1960)
 DN1155
 DN1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DN1155'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1155'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1155'TO STATION SITE ARE CORRECT.
 DN1155
 DN1155                          STATION RECOVERY (1964)
 DN1155
 DN1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 DN1155'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE
 DN1155'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO ROUTE,
 DN1155'STATE HIGHWAY 78, NOW LOCATED ABOUT 1/2 MILE NORTHEAST OF
 DN1155'THE STATION AND CHANGES MADE AT THE STATION.  THE FOLLOWING
 DN1155'MEASUREMENTS AND NEW ROUTE TO REACH THE STATION WERE MADE
 DN1155'FOR FUTURE RECOVERY.
 DN1155'
 DN1155'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78
 DN1155'AND FARM ROAD 544 IN WYLIE, GO EAST ON STATE HIGHWAY 78 FOR
 DN1155'2.7 MILES TO A SIDE ROAD ON THE RIGHT, TURN SHARP RIGHT, GO
 DN1155'SOUTHWEST 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DN1155'ON THE SURFACED ROAD FOR 0.45 MILE TO A REVERSE Y ROAD FORK
 DN1155'AND THE STATION ON THE LEFT.
 DN1155'
 DN1155'STATION MARK, A STANDARD DISK STAMPED ASTON 1949, IS SET IN
 DN1155'A SQUARE CONCRETE POST WHICH IS 3 INCHES BELOW THE SURFACE
 DN1155'OF THE GROUND.  IT IS 46 FEET SOUTHEAST OF THE SURFACED
 DN1155'ROAD, 35 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 18
 DN1155'FEET EAST OF A TELEPHONE POLE, AND 1 FOOT WEST OF A METAL
 DN1155'WITNESS POST.
 DN1155'
 DN1155'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND TO BE AS DESCRIBED
 DN1155'IN THE ORIGINAL DESCRIPTION.
 DN1155'
 DN1155'AZIMUTH MARK, A STANDARD DISK STAMPED ASTON 1949, IS SET IN
 DN1155'A ROUND CONCRETE POST ABOUT 10 INCHES IN DIAMENTER AND IS
 DN1155'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 308 FEET SOUTHWEST
 DN1155'OF THE NORTHWEST END OF A CULVERT UNDER THE ROAD, 250 FEET
 DN1155'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 78, AND 19 FEET
 DN1155'NORTHWEST OF THE CENTER LINE OF SURFACED ROAD.
 DN1155
 DN1155                          STATION RECOVERY (1994)
 DN1155
 DN1155'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1113 ***********************************************************************
 DN1113  DESIGNATION -  ATCHESON
 DN1113  PID         -  DN1113
 DN1113  STATE/COUNTY-  TX/HUNT
 DN1113  USGS QUAD   -  GREENVILLE SW (1962)
 DN1113
 DN1113                         *CURRENT SURVEY CONTROL
 DN1113  ___________________________________________________________________
 DN1113* NAD 83(1993)-  33 06 52.07612(N)    096 09 25.25523(W)     ADJUSTED  
 DN1113* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 DN1113  ___________________________________________________________________
 DN1113  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DN1113  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN1113
 DN1113  HORZ ORDER  -  THIRD
 DN1113
 DN1113.The horizontal coordinates were established by classical geodetic methods
 DN1113.and adjusted by the National Geodetic Survey in February 1996..
 DN1113
 DN1113.The orthometric height was scaled from a topographic map.
 DN1113
 DN1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1113
 DN1113.The geoid height was determined by GEOID03.
 DN1113
 DN1113;                    North         East     Units Scale Factor Converg.
 DN1113;SPC TXNC     - 2,162,984.271   818,630.427   MT  0.99987322   +1 16 40.3
 DN1113;SPC TXNC     - 7,096,390.90  2,685,789.99   sFT  0.99987322   +1 16 40.3
 DN1113;UTM  14      - 3,667,574.099   765,280.532   MT  1.00046778   +1 33 14.6
 DN1113
 DN1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1113!SPC TXNC     -   0.99997652  x   0.99987322  =   0.99984975
 DN1113!UTM  14      -   0.99997652  x   1.00046778  =   1.00044429
 DN1113
 DN1113:                Primary Azimuth Mark                     Grid Az
 DN1113:SPC TXNC     -  ATCHESON AZ MK                           047 20 10.3
 DN1113:UTM  14      -  ATCHESON AZ MK                           047 03 36.0
 DN1113
 DN1113|---------------------------------------------------------------------|
 DN1113| PID    Reference Object                     Distance      Geod. Az  |
 DN1113|                                                           dddmmss.s |
 DN1113| CX9608 ATCHESON AZ MK                                     0483650.6 |
 DN1113| CX9609 ATCHESON RM 1                        27.275 METERS 04846     |
 DN1113| CX9610 ATCHESON RM 2                        17.153 METERS 16013     |
 DN1113| CX9611 ATCHESON RM 3                        17.417 METERS 16021     |
 DN1113| DN1019 ATCHESON AZ MK RESET                               2301403.1 |
 DN1113| DN1112 CADDO MILLS MUNICIPAL TANK          APPROX. 8.6 KM 2311135.7 |
 DN1113|---------------------------------------------------------------------|
 DN1113
 DN1113                          SUPERSEDED SURVEY CONTROL
 DN1113
 DN1113  NAD 83(1993)-  33 06 52.07889(N)    096 09 25.25018(W) AD(       ) 3
 DN1113  NAD 83(1986)-  33 06 52.08294(N)    096 09 25.24187(W) AD(       ) 3
 DN1113  NAD 27      -  33 06 51.66700(N)    096 09 24.33000(W) AD(       ) 3
 DN1113
 DN1113.Superseded values are not recommended for survey control.
 DN1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1113.See file dsdata.txt to determine how the superseded data were derived.
 DN1113
 DN1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6528167574(NAD 83)
 DN1113_MARKER: DS = TRIANGULATION STATION DISK
 DN1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1113
 DN1113  HISTORY     - Date     Condition        Report By
 DN1113  HISTORY     - 1950     MONUMENTED       CGS
 DN1113  HISTORY     - 1957     GOOD             CGS
 DN1113  HISTORY     - 1971     GOOD             BGAS
 DN1113  HISTORY     - 1971     GOOD             NGS
 DN1113  HISTORY     - 19940422 MARK NOT FOUND   USPSQD
 DN1113
 DN1113                          STATION DESCRIPTION
 DN1113
 DN1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DN1113'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF GREENVILLE,
 DN1113'IN THE NORTHEAST ANGLE OF CROSSROADS.  IT IS 36 FEET NORTH
 DN1113'OF THE CENTERLINE OF AN EAST AND WEST ROAD, 36 FEET SOUTHEAST
 DN1113'OF THE CENTERLINE OF U.S. HIGHWAY 67 AND 10 FEET NORTHEAST
 DN1113'OF A POWERLINE POLE.  THE MARK IS FLUSH WITH THE SURFACE
 DN1113'OF THE GROUND AND THE DISK IS STAMPED ATCHESON 1950.
 DN1113'
 DN1113'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE NORTHWEST CORNER
 DN1113'OF A SMALL STORE AND 37 FEET SOUTHEAST OF THE CENTERLINE
 DN1113'OF HIGHWAY 67.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 DN1113'GROUND AND THE DISK IS STAMPED ATCHESON NO 1 1950.
 DN1113'
 DN1113'REFERENCE MARK NO. 2 IS 17 FEET SOUTH OF THE CENTERLINE OF
 DN1113'THE EAST AND WEST ROAD.  THE MARK PROJECTS 6 INCHES AND
 DN1113'THE DISK IS STAMPED ATCHESON NO 2 1950.
 DN1113'
 DN1113'AZIMUTH MARK IS ABOUT 0.45 MILE NORTHEAST OF THE STATION,
 DN1113'18 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 67, 4 FEET
 DN1113'WEST-SOUTHWEST OF A WITNESS POST AND 2.2 FEET WEST-SOUTHWEST
 DN1113'OF A SMALL TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 DN1113'IS STAMPED ATCHESON 1950.
 DN1113'
 DN1113'TO REACH FROM THE M.K.T. DEPOT IN GREENVILLE, GO WEST AND
 DN1113'SOUTHWEST ON U.S. HIGHWAY 67 FOR 3.2 MILES TO THE AZIMUTH
 DN1113'MARK ON THE LEFT, CONTINUE 0.45 MILE TO CROSSROADS WITH
 DN1113'A SMALL STORE IN THE NORTHEAST ANGLE OF INTERSECTION AND
 DN1113'THE STATION AS DESCRIBED.
 DN1113'
 DN1113'A 10 FT. SIGNAL AT CADDO AND FLOYD IS VISIBLE FROM THE GROUND.
 DN1113'
 DN1113'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DN1113
 DN1113                          STATION RECOVERY (1957)
 DN1113
 DN1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DN1113'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION
 DN1113'AS DESCRIBED.  REFERENCE MARK NO. 2 HAD THE TOP SHAVED OFF.
 DN1113'DID NOT LOCATE THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING
 DN1113'TO STATION SITE ARE CORRECT.
 DN1113
 DN1113                          STATION RECOVERY (1971)
 DN1113
 DN1113'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1971 (ES)
 DN1113'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  THE
 DN1113'AZIMUTH MARK WAS NOT RECOVERED.
 DN1113
 DN1113                          STATION RECOVERY (1971)
 DN1113
 DN1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DN1113'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 DN1113'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE
 DN1113'AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED.  THE DISTANCE
 DN1113'AND DIRECTION TO REFERENCE MARK NO. 1 WAS VERIFIED.  REFERENCE
 DN1113'MARK NO. 3 AND AZIMUTH MARK 1971 WAS ESTABLISHED.
 DN1113'
 DN1113'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DN1113'
 DN1113'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF GREENVILLE,
 DN1113'5 MILES SOUTH-SOUTHEAST OF FLOYD AND 3 MILES NORTHEAST OF
 DN1113'CADDO MILLS.
 DN1113'
 DN1113'TO REACH THE STATION FROM THE INTERSECTION OF INTER-STATE
 DN1113'30, U.S. HIGHWAY 380 AND LOOP 315, WHICH IS LOCATED AT THE
 DN1113'SOUTHEAST EDGE OF GREENVILLE.  GO WESTERLY ON U.S. HIGHWAY
 DN1113'380 AND LOOP 315 FOR 2.6 MILES TO THE INTERSECTION OF STATE
 DN1113'HIGHWAY 66, TURN LEFT AND GO SOUTHWESTERLY ON STATE HIGHWAY
 DN1113'66 FOR 1.25 MILES TO CROSSROADS, STORE ON THE LEFT AND STATION
 DN1113'ON THE LEFT.
 DN1113'
 DN1113'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A
 DN1113'SQUARE CONCRETE POST, THAT IS ABOUT 4-INCHES BELOW THE SURFACE
 DN1113'OF THE GROUND AND THE DISK IS STAMPED ATCHESON 1950.  IT
 DN1113'IS 50 FEET NORTHEAST OF A SURFACE ROAD, 69 FEET WEST OF
 DN1113'THE SOUTHWEST CORNER OF STORE, 35 FEET SOUTHEAST OF THE
 DN1113'CENTER-LINE OF STATE HWY. 66, 15 FEET NORTHEAST OF A HI-LINE
 DN1113'POLE AND 2.6 FEET NORTHEAST OF A LONE BRUSHY TREE.  IN THE
 DN1113'TRIANGLE FORMED BY THE INTERSECTION OF ROADS AND DRIVE-WAY
 DN1113'TO STORE.
 DN1113'
 DN1113'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF
 DN1113'A ROUND CONCRETE POST THAT IS ABOUT 4-INCHES BELOW THE SURFACE
 DN1113'OF THE GROUND AND THE DISK IS STAMPED ATCHESON NO 1 1950.
 DN1113'IT IS 36 FEET SOUTHEAST OF THE CENTER-LINE OF STATE HWY. 66,
 DN1113'34 FEET NORTH-NORTHEAST OF A TEXACO ADV. SIGN POLE, 26 FEET
 DN1113'NORTH OF THE NORTHWEST CORNER OF STORE, 7.6 FEET NORTH OF
 DN1113'A 2-INCH IRON PIPE THAT PROJECTS ABOUT 3 FEET AND 6 FEET
 DN1113'EAST-NORTHEAST OF THE EAST EDGE OF DRIVE-WAY TO STORE.
 DN1113'
 DN1113'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF
 DN1113'A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND
 DN1113'THE DISK IS STAMPED ATCHESON NO 3 1950 1971.  IT IS 100
 DN1113'FEET EAST-SOUTHEAST OF THE CENTERLINE OF STATE HWY. 66, 73
 DN1113'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF STORE, 19
 DN1113'FEET SOUTH OF THE CENTER OF SURFACE ROAD AND 8 FEET SOUTH
 DN1113'OF THE SOUTH EDGE OF SURFACE OF THE SURFACE ROAD.
 DN1113'
 DN1113'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE ON
 DN1113'THE NORTH RETAINER WALL, AT THE SOUTHWEST END OF A CONCRETE
 DN1113'BRIDGE AND THE DISK IS STAMPED ATCHESON 1950 1971.  IT IS
 DN1113'3 FEET WEST-SOUTHWEST OF THE SOUTHWEST ABUTMENT OF BRIDGE,
 DN1113'17 FEET WEST OF THE CENTER-LINE OF STATE HWY. 66 AND IS ABOUT
 DN1113'1-FOOT LOWER IN ELEVATION THAN THE ROAD-BED.
 DN1113'
 DN1113'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 DN1113'ON STATE HWY. 66 FOR 0.7 MILE TO AZIMUTH MARK ON THE RIGHT
 DN1113'AT THE SOUTHWEST CORNER OF BRIDGE.
 DN1113'
 DN1113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DN1113'NE CADDO MILLS
 DN1113
 DN1113                          STATION RECOVERY (1994)
 DN1113
 DN1113'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1019 ***********************************************************************
 DN1019  DESIGNATION -  ATCHESON AZ MK RESET
 DN1019  PID         -  DN1019
 DN1019  STATE/COUNTY-  TX/HUNT
 DN1019  USGS QUAD   -  GREENVILLE SW (1962)
 DN1019
 DN1019                         *CURRENT SURVEY CONTROL
 DN1019  ___________________________________________________________________
 DN1019* NAD 83(1986)-  33 06 28.     (N)    096 10 00.     (W)     SCALED    
 DN1019* NAVD 88     -       164.391  (meters)     539.34   (feet)  ADJUSTED  
 DN1019  ___________________________________________________________________
 DN1019  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN1019  DYNAMIC HT  -         164.212 (meters)     538.75  (feet)  COMP
 DN1019  MODELED GRAV-     979,544.0   (mgal)                       NAVD 88
 DN1019
 DN1019  VERT ORDER  -  FIRST     CLASS II
 DN1019
 DN1019.The horizontal coordinates were scaled from a topographic map and have
 DN1019.an estimated accuracy of +/- 6 seconds.
 DN1019
 DN1019.The orthometric height was determined by differential leveling
 DN1019.and adjusted by the National Geodetic Survey in June 1991..
 DN1019
 DN1019.The geoid height was determined by GEOID03.
 DN1019
 DN1019.The dynamic height is computed by dividing the NAVD 88
 DN1019.geopotential number by the normal gravity value computed on the
 DN1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1019.degrees latitude (g = 980.6199 gals.).
 DN1019
 DN1019.The modeled gravity was interpolated from observed gravity values.
 DN1019
 DN1019;                    North         East    Units  Estimated Accuracy
 DN1019;SPC TXNC     - 2,162,220.      817,750.      MT  (+/- 180 meters Scaled)
 DN1019
 DN1019                          SUPERSEDED SURVEY CONTROL
 DN1019
 DN1019.No superseded survey control is available for this station.
 DN1019
 DN1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB644668(NAD 83)
 DN1019_MARKER: DZ = AZIMUTH MARK DISK
 DN1019_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN1019_SP_SET: WINGWALL
 DN1019_STAMPING: ATCHESON 1950 1971
 DN1019_MARK LOGO: NGS   
 DN1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1019+STABILITY: SURFACE MOTION
 DN1019
 DN1019  HISTORY     - Date     Condition        Report By
 DN1019  HISTORY     - 1971     MONUMENTED       NGS
 DN1019  HISTORY     - 1986     GOOD             NGS
 DN1019  HISTORY     - 19940422 GOOD             USPSQD
 DN1019
 DN1019                          STATION DESCRIPTION
 DN1019
 DN1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1019'7.6 KM (4.7 MI) SW FROM GREENVILLE.
 DN1019'3.0 KM (1.85 MI) WESTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 DN1019'IN GREENVILLE, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG U.S. HIGHWAY
 DN1019'69, THENCE 3.2 KM (2.0 MI) SOUTHWEST ALONG STATE HIGHWAY 66, OR 7.6 KM
 DN1019'(4.7 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS WEST JUNCTION
 DN1019'WITH FARM ROAD 36 IN CADDO MILLS, IN THE NORTHWEST END OF THE NORTH
 DN1019'CONCRETE WINGWALL OF THE HIGHWAY BRIDGE SPANNING BLOCK BRANCH, 5.2 M
 DN1019'(17.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.8 M (2.6
 DN1019'FT) NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTHWEST ABUTMENT.
 DN1019'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DN1019
 DN1019                          STATION RECOVERY (1994)
 DN1019
 DN1019'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1304 ***********************************************************************
 CR1304  DESIGNATION -  ATHENS HENDERSON CO CTHSE FLAG
 CR1304  PID         -  CR1304
 CR1304  STATE/COUNTY-  TX/HENDERSON
 CR1304  USGS QUAD   -  ATHENS (1984)
 CR1304
 CR1304                         *CURRENT SURVEY CONTROL
 CR1304  ___________________________________________________________________
 CR1304* NAD 83(1993)-  32 12 17.50715(N)    095 51 15.83599(W)     ADJUSTED  
 CR1304* NAVD 88     -                                                        
 CR1304  ___________________________________________________________________
 CR1304  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 CR1304  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR1304
 CR1304  HORZ ORDER  -  THIRD
 CR1304
 CR1304.The horizontal coordinates were established by classical geodetic methods
 CR1304.and adjusted by the National Geodetic Survey in February 1996..
 CR1304
 CR1304
 CR1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1304
 CR1304.The geoid height was determined by GEOID03.
 CR1304
 CR1304;                    North         East     Units Scale Factor Converg.
 CR1304;SPC TXNC     - 2,062,822.668   849,402.603   MT  0.99998096   +1 26 34.4
 CR1304;SPC TXNC     - 6,767,777.37  2,786,748.37   sFT  0.99998096   +1 26 34.4
 CR1304;UTM  15      - 3,566,717.285   230,939.535   MT  1.00049286   -1 31 19.8
 CR1304
 CR1304                          SUPERSEDED SURVEY CONTROL
 CR1304
 CR1304  NAD 83(1986)-  32 12 17.51506(N)    095 51 15.81999(W) AD(       ) 4
 CR1304  NAD 27      -  32 12 16.97100(N)    095 51 14.95100(W) AD(       ) 3
 CR1304
 CR1304.Superseded values are not recommended for survey control.
 CR1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1304.See file dsdata.txt to determine how the superseded data were derived.
 CR1304
 CR1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR3094066717(NAD 83)
 CR1304_MARKER: 87 = DOME
 CR1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1304+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 CR1304
 CR1304  HISTORY     - Date     Condition        Report By
 CR1304  HISTORY     - 1935     FIRST OBSERVED   CGS
 CR1304  HISTORY     - 1946     GOOD             CGS
 CR1304  HISTORY     - 1956     GOOD             CGS
 CR1304  HISTORY     - 19980613 GOOD             USPSQD
 CR1304  HISTORY     - 20040605 GOOD             USPSQD
 CR1304  HISTORY     - 20040708 GOOD             USPSQD
 CR1304
 CR1304                          STATION DESCRIPTION
 CR1304
 CR1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1304'THIS STATION IS THE DOME ON THE HENDERSON COUNTY COURTHOUSE,
 CR1304'IN THE TOWN OF ATHENS, TEXAS.  IT IS LOCATED IN THE CENTER
 CR1304'OF THE TOWN, ABOUT 190 FEET N OF CORSICANA STREET, ABOUT
 CR1304'280 FEET E OF PRAIRIEVILLE STREET.  THE COURTHOUSE WAS ERECTED
 CR1304'IN 1913 AND THE DOME IS FAIRLY PROMINENT.
 CR1304'
 CR1304'THE COURTHOUSE ON WHICH THE DOME SETS IS A GRAY STONE BUILDING
 CR1304'ABOUT 60 FEET HIGH.  THE DOME IS A HUGE OCTAGONAL SILVER
 CR1304'STRUCTURE ABOUT 18 FEET HIGH WITH A 12-FOOT FLAGSTAFF AT
 CR1304'ITS APEX.  THE TOTAL HEIGHT IS ABOUT 90 FEET.
 CR1304
 CR1304                          STATION RECOVERY (1946)
 CR1304
 CR1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CR1304'IT IS LOCATED IN THE CENTER OF ATHENS ON THE PUBLIC SQUARE.
 CR1304'IT HAS A RED-TOPPED DOME WITH A FLAG POLE PROJECTING FROM
 CR1304'ITS CENTER AND IS APPROXIMATELY 100 FEET HIGH.  THE OBJECT
 CR1304'OBSERVED WAS THE FLAGSTAFF.
 CR1304
 CR1304                          STATION RECOVERY (1956)
 CR1304
 CR1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1304'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1304'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1304
 CR1304                          STATION RECOVERY (1998)
 CR1304
 CR1304'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1304'RECOVERED IN GOOD CONDITION.
 CR1304
 CR1304                          STATION RECOVERY (2004)
 CR1304
 CR1304'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CR1304'RECOVERED IN GOOD CONDITION.
 CR1304
 CR1304                          STATION RECOVERY (2004)
 CR1304
 CR1304'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR1304'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1305 ***********************************************************************
 CR1305  DESIGNATION -  ATHENS MUNICIPAL TANK
 CR1305  PID         -  CR1305
 CR1305  STATE/COUNTY-  TX/HENDERSON
 CR1305  USGS QUAD   -  ATHENS (1984)
 CR1305
 CR1305                         *CURRENT SURVEY CONTROL
 CR1305  ___________________________________________________________________
 CR1305* NAD 83(1993)-  32 12 28.46681(N)    095 51 01.31176(W)     ADJUSTED  
 CR1305* NAVD 88     -                                                        
 CR1305  ___________________________________________________________________
 CR1305  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 CR1305  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR1305
 CR1305  HORZ ORDER  -  THIRD
 CR1305
 CR1305.The horizontal coordinates were established by classical geodetic methods
 CR1305.and adjusted by the National Geodetic Survey in February 1996..
 CR1305
 CR1305
 CR1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1305
 CR1305.The geoid height was determined by GEOID03.
 CR1305
 CR1305;                    North         East     Units Scale Factor Converg.
 CR1305;SPC TXNC     - 2,063,169.728   849,774.344   MT  0.99998018   +1 26 42.3
 CR1305;SPC TXNC     - 6,768,916.02  2,787,967.99   sFT  0.99998018   +1 26 42.3
 CR1305;UTM  15      - 3,567,044.818   231,328.931   MT  1.00049028   -1 31 12.5
 CR1305
 CR1305                          SUPERSEDED SURVEY CONTROL
 CR1305
 CR1305  NAD 83(1986)-  32 12 28.47472(N)    095 51 01.29577(W) AD(       ) 4
 CR1305  NAD 27      -  32 12 27.93000(N)    095 51 00.42200(W) AD(       ) 3
 CR1305
 CR1305.Superseded values are not recommended for survey control.
 CR1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1305.See file dsdata.txt to determine how the superseded data were derived.
 CR1305
 CR1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR3132967045(NAD 83)
 CR1305_MARKER: 53 = ELEVATED TANK
 CR1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1305+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 CR1305
 CR1305  HISTORY     - Date     Condition        Report By
 CR1305  HISTORY     - 1935     FIRST OBSERVED   CGS
 CR1305  HISTORY     - 1946     GOOD             CGS
 CR1305  HISTORY     - 1949     GOOD             CGS
 CR1305  HISTORY     - 1956     GOOD             CGS
 CR1305  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR1305  HISTORY     - 20040708 GOOD             USPSQD
 CR1305
 CR1305                          STATION DESCRIPTION
 CR1305
 CR1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1305'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF ATHENS,
 CR1305'TEXAS.  IT IS LOCATED IN THE NORTHEASTERN PART OF THE TOWN,
 CR1305'ABOUT 90 FEET W OF THE CENTER LINE OF FAULK STREET, ABOUT
 CR1305'270 FEET N OF LARKIN STREET, AND ABOUT 130 FEET S OF THE
 CR1305'S RAIL OF THE EASTBOUND TRACK OF THE TEXAS AND NEW ORLEANS
 CR1305'RAILWAY.  THE TANK WAS ERECTED IN 1911 AND IS QUITE PROMINENT.
 CR1305'
 CR1305'THE TANK IS BLACK IN COLOR AND HAS FOUR TRUSSWORK LEGS ABOUT
 CR1305'110 FEET HIGH.  THE OVAL SECTION IS VERY FLAT, EXTENDING
 CR1305'DOWNWARD ONLY ABOUT 4 FEET, FROM THE CENTER OF WHICH A BLACK
 CR1305'FEEDPIPE JACKET EXTENDS TO THE GROUND.  THE VERTICAL SECTION
 CR1305'IS ABOUT 20 FEET HIGH AND HAS THE WORD ATHENS PAINTED IN
 CR1305'WHITE ON THE W SIDE.  THERE IS NO CATWALK AND RAIL ON THE
 CR1305'TANK, LIKEWISE THERE IS NO ROOF.  THE TOTAL HEIGHT IS ABOUT
 CR1305'130 FEET.
 CR1305
 CR1305                          STATION RECOVERY (1946)
 CR1305
 CR1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CR1305'THE TANK IS LOCATED IN THE EASTERN EDGE OF THE CITY OF ATHENS
 CR1305'AND ALONG THE RAILROAD TRACKS.  IT IS AN ELEVATED TANK ABOUT
 CR1305'125 FEET IN HEIGHT AND SILVER IN COLOR.  THE APEX OF THE
 CR1305'TANK WAS OBSERVED.
 CR1305
 CR1305                          STATION RECOVERY (1949)
 CR1305
 CR1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR1305'STATION WAS RECOVERED AS DESCRIBED EXCEPT THE TANK IS NOW
 CR1305'PAINTED SILVER AND THE LETTERS ATHENS ARE IN BLACK.
 CR1305
 CR1305                          STATION RECOVERY (1956)
 CR1305
 CR1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1305'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1305'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1305
 CR1305                          STATION RECOVERY (2004)
 CR1305
 CR1305'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CR1305'THE TOWER HERE DOES NOT MATCH THE DESCRIPTION.
 CR1305
 CR1305                          STATION RECOVERY (2004)
 CR1305
 CR1305'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR1305'RECOVERED AS DESCRIBED. THE TANK IS PAINTED WHITE WITH THE TOWN SEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0553 ***********************************************************************
 DP0553  DESIGNATION -  ATKIN
 DP0553  PID         -  DP0553
 DP0553  STATE/COUNTY-  TX/KENT
 DP0553  USGS QUAD   -  CLAIREMONT WEST (1969)
 DP0553
 DP0553                         *CURRENT SURVEY CONTROL
 DP0553  ___________________________________________________________________
 DP0553* NAD 83(1993)-  33 10 09.99021(N)    100 51 29.63900(W)     ADJUSTED  
 DP0553* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 DP0553  ___________________________________________________________________
 DP0553  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 DP0553  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DP0553
 DP0553  HORZ ORDER  -  FIRST
 DP0553
 DP0553.The horizontal coordinates were established by classical geodetic methods
 DP0553.and adjusted by the National Geodetic Survey in February 1996..
 DP0553
 DP0553.The orthometric height was scaled from a topographic map.
 DP0553
 DP0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0553
 DP0553.The geoid height was determined by GEOID03.
 DP0553
 DP0553;                    North         East     Units Scale Factor Converg.
 DP0553;SPC TXNC     - 2,169,111.041   380,083.782   MT  0.99987473   -1 17 10.2
 DP0553;SPC TXNC     - 7,116,491.81  1,246,991.54   sFT  0.99987473   -1 17 10.2
 DP0553;UTM  14      - 3,671,609.108   326,731.886   MT  0.99997016   -1 01 00.9
 DP0553
 DP0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0553!SPC TXNC     -   0.99989873  x   0.99987473  =   0.99977347
 DP0553!UTM  14      -   0.99989873  x   0.99997016  =   0.99986889
 DP0553
 DP0553:                Primary Azimuth Mark                     Grid Az
 DP0553:SPC TXNC     -  ATKIN AZ MK                              143 20 52.2
 DP0553:UTM  14      -  ATKIN AZ MK                              143 04 42.9
 DP0553
 DP0553|---------------------------------------------------------------------|
 DP0553| PID    Reference Object                     Distance      Geod. Az  |
 DP0553|                                                           dddmmss.s |
 DP0553| CX7523 ATKIN AZ MK                                        1420342.0 |
 DP0553| CX7525 ATKIN RM 2                           20.415 METERS 19801     |
 DP0553| CX7524 ATKIN RM 1                           14.501 METERS 32921     |
 DP0553|---------------------------------------------------------------------|
 DP0553
 DP0553                          SUPERSEDED SURVEY CONTROL
 DP0553
 DP0553  NAD 83(1993)-  33 10 09.99302(N)    100 51 29.63280(W) AD(       ) 1
 DP0553  NAD 83(1986)-  33 10 09.99517(N)    100 51 29.63013(W) AD(       ) 1
 DP0553  NAD 27      -  33 10 09.65120(N)    100 51 28.19442(W) AD(       ) 1
 DP0553
 DP0553.Superseded values are not recommended for survey control.
 DP0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0553.See file dsdata.txt to determine how the superseded data were derived.
 DP0553
 DP0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2673271609(NAD 83)
 DP0553_MARKER: DS = TRIANGULATION STATION DISK
 DP0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0553_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0553
 DP0553  HISTORY     - Date     Condition        Report By
 DP0553  HISTORY     - 1968     MONUMENTED       CGS
 DP0553
 DP0553                          STATION DESCRIPTION
 DP0553
 DP0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0553'STATION IS LOCATED 21 MILES SOUTH OF SPUR, 6 MILES WEST OF
 DP0553'CLAIREMONT, 1/2 MILE NORTH OF U.S. HIGHWAY 380 AND ON PROPERTY
 DP0553'OF THE ATKIN RANCH.
 DP0553'
 DP0553'TO REACH FROM THE POST OFFICE IN CLAIREMONT, GO WEST ON
 DP0553'U.S. HIGHWAY 380 FOR 4.5 MILES TO THE JUNCTION OF STATE HIGHWAY 208
 DP0553'ON THE LEFT, CONTINUE WEST ON U.S. HIGHWAY 380 FOR 2.7 MILES TO
 DP0553'THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON HIGHWAY FOR 0.5
 DP0553'MILE TO THE GENERAL CRUDE OIL FIELD OFFICE ON THE LEFT, CONTINUE
 DP0553'WEST ON HIGHWAY FOR 0.2 MILE TO A SIDE ROAD RIGHT AND CATTLE
 DP0553'GUARD ON THE RIGHT, TURN RIGHT CROSSING CATTLE GUARD AND GO
 DP0553'NORTH ON GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT AND
 DP0553'CATTLE GUARD, TURN RIGHT CROSSING CATTLE GUARD AND GO EAST
 DP0553'ON TRACK ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN
 DP0553'RIGHT, SOUTH, ON TRACK ROAD FOR 0.4 MILE TO THE TOP OF THE
 DP0553'RIDGE AND A FORK, KEEP LEFT FORK, SOUTH AND WEST, FOR 0.1 MILE
 DP0553'TO AN OIL TANK, CONTINUE WEST ON TRACK ROAD ALONG TOP OF RIDGE
 DP0553'FOR 0.1 MILE TO THE HIGHEST POINT AND THE STATION ON THE
 DP0553'RIGHT.
 DP0553'
 DP0553'STATION MARK, A STANDARD DISK STAMPED ATKIN 1968, SET IN THE
 DP0553'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES
 DP0553'ABOVE THE GROUND SURFACE, ON THE HIGHEST PART OF AN EAST-WEST
 DP0553'RIDGE ABOUT 0.1 MILE WEST OF AN OIL TANK.
 DP0553'
 DP0553'REFERENCE MARK 1, A STANDARD DISK STAMPED ATKIN NO 1 1968,
 DP0553'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS 2 FEET
 DP0553'BY 3 FEET AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DP0553'ABOUT 3 FEET LOWER THAN THE STATION.
 DP0553'
 DP0553'REFERENCE MARK 2, A STANDARD DISK STAMPED ATKIN NO 2 1968,
 DP0553'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS 2
 DP0553'FEET BY 3 FEET AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DP0553'ABOUT 4 FEET LOWER THAN THE STATION.
 DP0553'
 DP0553'AZIMUTH MARK, A STANDARD DISK STAMPED ATKIN 1968, CEMENTED IN
 DP0553'A DRILL HOLE IN THE NORTHEAST CORNER OF A BRIDGE ABUTMENT, 47.5
 DP0553'FEET WEST OF THE EAST END OF A METAL RAIL, 42 FEET EAST OF THE
 DP0553'CENTER OF THE BRIDGE, AND 17 FEET NORTH OF THE PAINTED CENTER
 DP0553'LINE OF U.S. HIGHWAY 380.
 DP0553'
 DP0553'NOT FEASIBLE TO MEASURE BETWEEN REFERENCE MARKS DUE TO THE
 DP0553'RISE OF THE RIDGE BETWEEN THE MARKS.
 DP0553'
 DP0553'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0933 ***********************************************************************
 CB0933  DESIGNATION -  ATKIN
 CB0933  PID         -  CB0933
 CB0933  STATE/COUNTY-  TX/STERLING
 CB0933  USGS QUAD   -  COON DIVE DRAW (1973)
 CB0933
 CB0933                         *CURRENT SURVEY CONTROL
 CB0933  ___________________________________________________________________
 CB0933* NAD 83(1993)-  31 35 25.48282(N)    101 01 44.12814(W)     ADJUSTED  
 CB0933* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 CB0933  ___________________________________________________________________
 CB0933  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CB0933  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CB0933
 CB0933  HORZ ORDER  -  SECOND
 CB0933
 CB0933.The horizontal coordinates were established by classical geodetic methods
 CB0933.and adjusted by the National Geodetic Survey in February 1996..
 CB0933
 CB0933.The orthometric height was scaled from a topographic map.
 CB0933
 CB0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0933
 CB0933.The geoid height was determined by GEOID03.
 CB0933
 CB0933;                    North         East     Units Scale Factor Converg.
 CB0933;SPC TX C     - 3,213,468.052   633,985.657   MT  0.99993443   -0 21 29.8
 CB0933;SPC TX C     -10,542,853.10  2,080,001.28   sFT  0.99993443   -0 21 29.8
 CB0933;UTM  14      - 3,496,823.384   307,491.921   MT  1.00005709   -1 03 47.4
 CB0933
 CB0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0933!SPC TX C     -   0.99987691  x   0.99993443  =   0.99981134
 CB0933!UTM  14      -   0.99987691  x   1.00005709  =   0.99993399
 CB0933
 CB0933|---------------------------------------------------------------------|
 CB0933| PID    Reference Object                     Distance      Geod. Az  |
 CB0933|                                                           dddmmss.s |
 CB0933| CH7873 ATKIN RM 1                           39.121 METERS 05623     |
 CB0933| CH7872 ATKIN AZ MK                                        2231639.3 |
 CB0933| CH7874 ATKIN RM 2                           37.423 METERS 30353     |
 CB0933|---------------------------------------------------------------------|
 CB0933
 CB0933                          SUPERSEDED SURVEY CONTROL
 CB0933
 CB0933  NAD 83(1986)-  31 35 25.48965(N)    101 01 44.11459(W) AD(       ) 2
 CB0933  NAD 27      -  31 35 24.95500(N)    101 01 42.72900(W) AD(       ) 2
 CB0933
 CB0933.Superseded values are not recommended for survey control.
 CB0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0933.See file dsdata.txt to determine how the superseded data were derived.
 CB0933
 CB0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV0749296823(NAD 83)
 CB0933_MARKER: DS = TRIANGULATION STATION DISK
 CB0933_SETTING: 0 = UNSPECIFIED SETTING
 CB0933
 CB0933  HISTORY     - Date     Condition        Report By
 CB0933  HISTORY     - 1943     MONUMENTED       CGS
 CB0933
 CB0933                          STATION DESCRIPTION
 CB0933
 CB0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0933'STATION IS ABOUT 17 MILES S AND 2 MILES W OF STERLING CITY ON
 CB0933'A FLAT-TOPPED RIDGE, ABOUT 2 MILES SSW OF ATKINSON RANCHHOUSE
 CB0933'ON THE PROPERTY OF BILL ATKINSON, 15 FEET N OF THE CENTER LINE
 CB0933'OF A BLADED ROAD AND ABOUT 1 MILE E OF A WINDMILL.  THE MARK
 CB0933'PROJECTS ABOUT 5 INCHES, AND IS STAMPED ATKIN 1943.
 CB0933'
 CB0933'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS
 CB0933'SET IN THE TOP OF CONCRETE POSTS.
 CB0933'
 CB0933'REFERENCE MARK 1 IS ESE OF STATION IN OPEN PASTURE, 15 FEET
 CB0933'S OF THE CENTER LINE OF THE BLADED ROAD, AND PROJECTS ABOUT 5
 CB0933'INCHES.
 CB0933'
 CB0933'REFERENCE MARK 2 IS N OF THE STATION IN OPEN PASTURE, AND
 CB0933'PROJECTS ABOUT 6 INCHES.
 CB0933'
 CB0933'AZIMUTH MARK IS 0.4 MILE W OF STATION, 31 FEET N OF THE CENTER
 CB0933'LINE OF THE ROAD TO STATION, AND PROJECTS ABOUT 5 INCHES.
 CB0933'
 CB0933'REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 CB0933'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 CB0933'
 CB0933'FROM THE COURTHOUSE IN STERLING CITY, GO W ON MAIN STREET TWO
 CB0933'BLOCKS.  THENCE LEFT ON BIG LAKE ROAD (GRADED DIRT) 5.6 MILES TO
 CB0933'POINT WHERE THE BIG LAKE ROAD TURNS RIGHT AND A GOOD GRADED ROAD
 CB0933'CONTINUES STRAIGHT AHEAD.  KEEP STRAIGHT AHEAD AND FOLLOW MAIN
 CB0933'ROAD S 6.15 MILES TO A WIRE GATE.  CONTINUE 1 MILE TO FORK
 CB0933'IMMEDIATELY AFTER PASSING THROUGH A WIRE GATE.  KEEP IMMEDIATE
 CB0933'LEFT FORK AND FOLLOW MAIN ROAD 1.55 MILES, KEEP RIGHT FORK
 CB0933'(LEFT FORK GOES THROUGH GATE) 1.1 MILES TO GATE AT ENTRANCE TO
 CB0933'RANCHYARD OF MR.  FRED HODGES.  PASS THROUGH GATE, GO 0.05 MILE
 CB0933'AND THEN TURN LEFT THROUGH S ONE OF THREE WIRE GATES JUST E OF
 CB0933'RANCHHOUSE AND FOLLOW BLADED ROAD ALONG FENCE LINE 2.55
 CB0933'MILES TO RANCH BUILDING OF BILL ATKINSON.  PASS THROUGH TWO
 CB0933'CORRAL GATES AND GO 0.05 MILE STRAIGHT AHEAD, THEN LEFT
 CB0933'0.05 MILE THROUGH TWO CORRAL GATES.  TURN RIGHT ALONG FENCE LINE
 CB0933'AND FOLLOW BLADED ROAD FOR 0.3 MILE TO FORK, TAKE RIGHT FORK
 CB0933'ALONG FENCE LINE AND FOLLOW BLADED ROAD FOR 2.65 MILES TO
 CB0933'STATION SITE ON TOP OF RIDGE.
 CB0933'
 CB0933'HEIGHT OF LIGHT ABOVE STATION MARK-23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3000 ***********************************************************************
 AW3000  DESIGNATION -  ATKINSON
 AW3000  PID         -  AW3000
 AW3000  STATE/COUNTY-  TX/CHAMBERS
 AW3000  USGS QUAD   -  MORGANS POINT (1993)
 AW3000
 AW3000                         *CURRENT SURVEY CONTROL
 AW3000  ___________________________________________________________________
 AW3000* NAD 83(1993)-  29 38 34.40705(N)    094 57 47.61553(W)     ADJUSTED  
 AW3000* NAVD 88     -         5.46   (+/-2cm)      17.9    (feet)  VERTCON   
 AW3000  ___________________________________________________________________
 AW3000  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW3000  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW3000
 AW3000  HORZ ORDER  -  THIRD
 AW3000  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3000
 AW3000.The horizontal coordinates were established by classical geodetic methods
 AW3000.and adjusted by the National Geodetic Survey in February 1996..
 AW3000
 AW3000.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3000.The vertical order pertains to the NGVD 29 superseded value.
 AW3000
 AW3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3000
 AW3000.The geoid height was determined by GEOID03.
 AW3000
 AW3000;                    North         East     Units Scale Factor Converg.
 AW3000;SPC TXSC     - 4,207,292.071   990,754.781   MT  0.99987764   +1 58 39.6
 AW3000;SPC TXSC     -13,803,424.07  3,250,501.31   sFT  0.99987764   +1 58 39.6
 AW3000;UTM  15      - 3,280,826.568   309,957.954   MT  1.00004564   -0 58 16.6
 AW3000
 AW3000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3000!SPC TXSC     -   1.00000340  x   0.99987764  =   0.99988104
 AW3000!UTM  15      -   1.00000340  x   1.00004564  =   1.00004904
 AW3000
 AW3000:                Primary Azimuth Mark                     Grid Az
 AW3000:SPC TXSC     -  RIGHT 2                                  029 43 42.2
 AW3000:UTM  15      -  RIGHT 2                                  032 40 38.4
 AW3000
 AW3000|---------------------------------------------------------------------|
 AW3000| PID    Reference Object                     Distance      Geod. Az  |
 AW3000|                                                           dddmmss.s |
 AW3000| AW6188 RIGHT 2                             APPROX. 4.8 KM 0314221.8 |
 AW3000| AW2999 ATKINSON RM 1                                      05241     |
 AW3000| AW3001 ATKINSON RM 2                                      14241     |
 AW3000|---------------------------------------------------------------------|
 AW3000
 AW3000                          SUPERSEDED SURVEY CONTROL
 AW3000
 AW3000  NAD 83(1986)-  29 38 34.42368(N)    094 57 47.59638(W) AD(       ) 3
 AW3000  NAD 27      -  29 38 33.61400(N)    094 57 46.86700(W) AD(       ) 3
 AW3000  NGVD 29 (??/??/92)    5.46   (m)           17.9    (f) COMPUTED    1 2
 AW3000
 AW3000.Superseded values are not recommended for survey control.
 AW3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3000.See file dsdata.txt to determine how the superseded data were derived.
 AW3000
 AW3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0995880827(NAD 83)
 AW3000_MARKER: DS = TRIANGULATION STATION DISK
 AW3000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3000_STAMPING: ATKINSON 1955
 AW3000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3000+STABILITY: SURFACE MOTION
 AW3000
 AW3000  HISTORY     - Date     Condition        Report By
 AW3000  HISTORY     - 1955     MONUMENTED       CGS
 AW3000  HISTORY     - 1963     GOOD             CGS
 AW3000  HISTORY     - 1964     GOOD             CGS
 AW3000  HISTORY     - 1964     GOOD             NGS
 AW3000
 AW3000                          STATION DESCRIPTION
 AW3000
 AW3000'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW3000'4 MI. SE OF LA PORTE, ON THE SPOIL BANK ALONG THE NE SIDE
 AW3000'OF THE HOUSTON SHIP CHANNEL, MIDWAY BETWEEN LIGHTS 65 AND
 AW3000'69, AND ATOP THE HIGHEST KNOLL IN THE VICINITY.
 AW3000'
 AW3000'TO REACH THE STATION FROM THE ABANDONED FERRY LANDING AT
 AW3000'MORGAN POINT IN NE LA PORTE, GO BY BOAT 3 MI. SE ALONG THE
 AW3000'SHIP CHANNEL TO BUOYS 67 AND 68 AND THE STATION SITE ON THE
 AW3000'KNOLL OPPOSITE.  IT IS THE FIRST PROMINENT KNOLL SE OF A SERIES
 AW3000'OF FLATS AND LOW SPOIL BANKS.
 AW3000'
 AW3000'THE STATION, A STANDARD DISK, STAMPED ATKINSON 1955 AND SET
 AW3000'IN THE TOP OF AN 8-IN. CIRCULAR CONCRETE POST PROJECTING
 AW3000'5 IN., IS 95 FT. NE OF THE BLUFF ON THE SW SIDE
 AW3000'OF THE KNOLL AND THE MEAN HIGH-WATERLINE AT ITS BASE.
 AW3000'
 AW3000'THERE IS NO UNDERGROUND STATION MARK.
 AW3000'
 AW3000'REFERENCE MARK 1 IS SE OF THE STATION ON A LOWER KNOLL.  A
 AW3000'STANDARD DISK, STAMPED ATKINSON 1955 NO 1 AND SET IN THE
 AW3000'TOP OF AN 8-IN. CIRCULAR CONCRETE POST PROJECTING 4 IN.
 AW3000'
 AW3000'REFERENCE MARK 2 IS NE OF THE STATION, AND 3 FT. LOWER ON
 AW3000'THE SIDE OF THE KNOLL.  A STANDARD DISK, STAMPED ATKINSON
 AW3000'1955 NO 2 AND SET IN THE TOP OF AN 8-IN. CIRCULAR CONCRETE
 AW3000'POST PROJECTING 4 IN.
 AW3000'
 AW3000'NO AZIMUTH MARK WAS SET.  STATIONS EVERGREEN 2 AND RIGHT 2
 AW3000'ARE VISIBLE FROM THE GROUND.
 AW3000'
 AW3000'HEIGHT OF LIGHT ABOVE STATION MARK - 4 M.
 AW3000
 AW3000                          STATION RECOVERY (1963)
 AW3000
 AW3000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW3000'RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE.
 AW3000'A WITNESS POST, WITH SIGN IS ABOUT 3 FEET WEST OF THE STATION.
 AW3000
 AW3000                          STATION RECOVERY (1964)
 AW3000
 AW3000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW3000'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL
 AW3000'FROM THE HOUSTON MARITIME REPORTING STATION AT MORGAN POINT,
 AW3000'THENCE 3.1 MILES SOUTHEAST ALONG THE SOUTHWEST SHORE LINE, ON THE
 AW3000'CREST OF A CLAY HILL, 40 FEET NORTHEAST OF THE HIGH WATER
 AW3000'LINE, 74 FEET NORTHWEST OF R.M. 2, 26 FEET SOUTHWEST OF R.M.
 AW3000'1, 2.0 FEET WEST OF A METAL WITNESS POST, AND SET IN THE
 AW3000'TOP OF A 6-INCH CONCRETE TILE FILLED WITH CONCRETE AND
 AW3000'PROJECTING 1 FOOT.
 AW3000'
 AW3000'R.M. 1 IS ON THE NORTHEAST SLOPE OF A CLAY HILL, 26 FEET
 AW3000'NORTHEAST OF THE STATION MARK, ABOUT 3-1/2 FEET BELOW THE
 AW3000'LEVEL OF THE STATION MARK, AND SET IN THE TOP OF A 6-INCH
 AW3000'PIPE FILLED WITH CONCRETE PROJECTING ABOUT 6 INCHES.
 AW3000'
 AW3000'R.M. 2 IS 74 FEET SOUTHEAST OF THE STATION MARK, 38 FEET
 AW3000'SOUTHEAST OF THE CENTER OF A SMALL WASH, ON THE CREST OF A
 AW3000'SMALL CLAY MOUND, ABOUT 7 FEET BELOW THE STATION MARK, AND
 AW3000'SET IN THE TOP OF A 6-INCH PIPE FILLED WITH CONCRETE PROJECTING
 AW3000'ABOUT 8 INCHES.
 AW3000
 AW3000                          STATION RECOVERY (1964)
 AW3000
 AW3000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3000'3.25 MI SE FROM MORGAN POINT.
 AW3000'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW3000'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, THENCE 3.1 MILES
 AW3000'SOUTHEAST ALONG THE SOUTHWEST SHORE LINE, ON THE CREST OF A CLAY HILL,
 AW3000'40 FEET NORTHEAST OF THE HIGH WATER LINE, 74 FEET NORTHWEST OF R.M. 2,
 AW3000'26 FEET SOUTHWEST OF R.M. 1, 2.0 FEET WEST OF A METAL WITNESS POST,
 AW3000'AND SET IN THE TOP OF A 6-INCH CONCRETE TILE FILLED WITH CONCRETE AND
 AW3000'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2999 ***********************************************************************
 AW2999  DESIGNATION -  ATKINSON RM 1
 AW2999  PID         -  AW2999
 AW2999  STATE/COUNTY-  TX/CHAMBERS
 AW2999  USGS QUAD   -  MORGANS POINT (1993)
 AW2999
 AW2999                         *CURRENT SURVEY CONTROL
 AW2999  ___________________________________________________________________
 AW2999* NAD 83(1986)-  29 38 34.     (N)    094 57 47.     (W)     SCALED    
 AW2999* NAVD 88     -         4.33   (+/-2cm)      14.2    (feet)  VERTCON   
 AW2999  ___________________________________________________________________
 AW2999  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW2999
 AW2999  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2999
 AW2999.The horizontal coordinates were scaled from a topographic map and have
 AW2999.an estimated accuracy of +/- 6 seconds.
 AW2999
 AW2999.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2999.The vertical order pertains to the NGVD 29 superseded value.
 AW2999
 AW2999.The geoid height was determined by GEOID03.
 AW2999
 AW2999;                    North         East    Units  Estimated Accuracy
 AW2999;SPC TXSC     - 4,207,280.      990,770.      MT  (+/- 180 meters Scaled)
 AW2999
 AW2999                          SUPERSEDED SURVEY CONTROL
 AW2999
 AW2999  NGVD 29 (??/??/92)    4.327  (m)           14.20   (f) ADJ UNCH    1 2
 AW2999
 AW2999.Superseded values are not recommended for survey control.
 AW2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2999.See file dsdata.txt to determine how the superseded data were derived.
 AW2999
 AW2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN099808(NAD 83)
 AW2999_MARKER: DR = REFERENCE MARK DISK
 AW2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2999_STAMPING: ATKINSON NO 1 1955
 AW2999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2999+STABILITY: SURFACE MOTION
 AW2999
 AW2999  HISTORY     - Date     Condition        Report By
 AW2999  HISTORY     - 1955     MONUMENTED       CGS
 AW2999  HISTORY     - 1964     GOOD             NGS
 AW2999
 AW2999                          STATION DESCRIPTION
 AW2999
 AW2999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2999'3.25 MI SE FROM MORGAN POINT.
 AW2999'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW2999'HOUSTON MARITIME REPORTING STTION AT MORGAN POINT, THENCE 3.1 MILES
 AW2999'SOUTHEAST ALONG THE SOUTHWEST SHORE OF ATKINSON ISLAND, ON THE
 AW2999'NORTHEAST SLOPE OF A CLAY HILL, 26 FEET NORTHEAST OF ATKINSON 1955,
 AW2999'ABOUT 3 1/2 FEET BELOW THE TRIANGULATION STATION, AND SET IN THE TOP
 AW2999'OF A 6-INCH PIPE FILLED WITH CONCRETE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3001 ***********************************************************************
 AW3001  DESIGNATION -  ATKINSON RM 2
 AW3001  PID         -  AW3001
 AW3001  STATE/COUNTY-  TX/CHAMBERS
 AW3001  USGS QUAD   -  MORGANS POINT (1993)
 AW3001
 AW3001                         *CURRENT SURVEY CONTROL
 AW3001  ___________________________________________________________________
 AW3001* NAD 83(1986)-  29 38 34.     (N)    094 57 47.     (W)     SCALED    
 AW3001* NAVD 88     -         4.26   (+/-2cm)      14.0    (feet)  VERTCON   
 AW3001  ___________________________________________________________________
 AW3001  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW3001
 AW3001  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3001
 AW3001.The horizontal coordinates were scaled from a topographic map and have
 AW3001.an estimated accuracy of +/- 6 seconds.
 AW3001
 AW3001.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3001.The vertical order pertains to the NGVD 29 superseded value.
 AW3001
 AW3001.The geoid height was determined by GEOID03.
 AW3001
 AW3001;                    North         East    Units  Estimated Accuracy
 AW3001;SPC TXSC     - 4,207,280.      990,770.      MT  (+/- 180 meters Scaled)
 AW3001
 AW3001                          SUPERSEDED SURVEY CONTROL
 AW3001
 AW3001  NGVD 29 (??/??/92)    4.255  (m)           13.96   (f) ADJ UNCH    1 2
 AW3001
 AW3001.Superseded values are not recommended for survey control.
 AW3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3001.See file dsdata.txt to determine how the superseded data were derived.
 AW3001
 AW3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN099808(NAD 83)
 AW3001_MARKER: DR = REFERENCE MARK DISK
 AW3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3001_STAMPING: ATKINSON NO 2 1955
 AW3001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3001+STABILITY: SURFACE MOTION
 AW3001
 AW3001  HISTORY     - Date     Condition        Report By
 AW3001  HISTORY     - 1955     MONUMENTED       CGS
 AW3001  HISTORY     - 1964     GOOD             NGS
 AW3001
 AW3001                          STATION DESCRIPTION
 AW3001
 AW3001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3001'3.25 MI SE FROM MORGAN POINT.
 AW3001'ABOUT 0.15 MILE NORTHEAST ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW3001'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, THENCE 3.1 MILES
 AW3001'SOUTHEAST ALONG THE SOUTHWEST SHORE LINE OF ATKINSON ISLAND, 74 FEET
 AW3001'SOUTHEAST OF ATKINSON 1955, 38 FEET SOUTHEAST OF THE CENTER OF A SMALL
 AW3001'WASH, ON THE CREST OF A SMALL CLAY MOUND, ABOUT 7 FEET BELOW THE
 AW3001'STATION MARK, AND SET IN THE TOP OF A 6-INCH PIPE FILLED WITH CONCRETE
 AW3001'PROJECTING ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0220 ***********************************************************************
 DM0220  DESIGNATION -  ATLANTA 1
 DM0220  PID         -  DM0220
 DM0220  STATE/COUNTY-  TX/CASS
 DM0220  USGS QUAD   -  ATLANTA SOUTH (1969)
 DM0220
 DM0220                         *CURRENT SURVEY CONTROL
 DM0220  ___________________________________________________________________
 DM0220* NAD 83(1986)-  33 07 07.     (N)    094 09 59.     (W)     SCALED    
 DM0220* NAVD 88     -        84.253  (meters)     276.42   (feet)  ADJUSTED  
 DM0220  ___________________________________________________________________
 DM0220  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM0220  DYNAMIC HT  -          84.161 (meters)     276.12  (feet)  COMP
 DM0220  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 DM0220
 DM0220  VERT ORDER  -  SECOND    CLASS 0
 DM0220
 DM0220.The horizontal coordinates were scaled from a topographic map and have
 DM0220.an estimated accuracy of +/- 6 seconds.
 DM0220
 DM0220.The orthometric height was determined by differential leveling
 DM0220.and adjusted by the National Geodetic Survey in June 1991..
 DM0220
 DM0220.The geoid height was determined by GEOID03.
 DM0220
 DM0220.The dynamic height is computed by dividing the NAVD 88
 DM0220.geopotential number by the normal gravity value computed on the
 DM0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0220.degrees latitude (g = 980.6199 gals.).
 DM0220
 DM0220.The modeled gravity was interpolated from observed gravity values.
 DM0220
 DM0220;                    North         East    Units  Estimated Accuracy
 DM0220;SPC TXNC     - 2,169,350.    1,004,280.      MT  (+/- 180 meters Scaled)
 DM0220
 DM0220                          SUPERSEDED SURVEY CONTROL
 DM0220
 DM0220  NGVD 29 (??/??/92)   84.282  (m)          276.52   (f) ADJ UNCH    2 0
 DM0220
 DM0220.Superseded values are not recommended for survey control.
 DM0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0220.See file dsdata.txt to determine how the superseded data were derived.
 DM0220
 DM0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS911650(NAD 83)
 DM0220_MARKER: DB = BENCH MARK DISK
 DM0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0220_STAMPING: 276.515 ATLANTA NO 1 1934
 DM0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0220+STABILITY: SURFACE MOTION
 DM0220
 DM0220  HISTORY     - Date     Condition        Report By
 DM0220  HISTORY     - 1934     MONUMENTED       CGS
 DM0220
 DM0220                          STATION DESCRIPTION
 DM0220
 DM0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0220'IN ATLANTA.
 DM0220'AT ATLANTA, CASS COUNTY, NORTH OF MILLER AVENUE, AT THE HIGH SCHOOL ON
 DM0220'LOUISE STREET, ABOUT 150 FEET NORTH OF THE SCHOOL ENTRANCE, AND ABOUT
 DM0220'45 FEET EAST OF THE CENTER LINE OF LOUISE STREET.  A STANDARD DISK,
 DM0220'STAMPED 276.515 ATLANTA NO 1 1934 AND SET IN THE TOP OF A CONCRETE
 DM0220'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0222 ***********************************************************************
 DM0222  DESIGNATION -  ATLANTA 2
 DM0222  PID         -  DM0222
 DM0222  STATE/COUNTY-  TX/CASS
 DM0222  USGS QUAD   -  ATLANTA SOUTH (1969)
 DM0222
 DM0222                         *CURRENT SURVEY CONTROL
 DM0222  ___________________________________________________________________
 DM0222* NAD 83(1986)-  33 06 46.     (N)    094 09 12.     (W)     SCALED    
 DM0222* NAVD 88     -        83.736  (meters)     274.72   (feet)  ADJUSTED  
 DM0222  ___________________________________________________________________
 DM0222  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DM0222  DYNAMIC HT  -          83.645 (meters)     274.43  (feet)  COMP
 DM0222  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 DM0222
 DM0222  VERT ORDER  -  SECOND    CLASS 0
 DM0222
 DM0222.The horizontal coordinates were scaled from a topographic map and have
 DM0222.an estimated accuracy of +/- 6 seconds.
 DM0222
 DM0222.The orthometric height was determined by differential leveling
 DM0222.and adjusted by the National Geodetic Survey in June 1991..
 DM0222
 DM0222.The geoid height was determined by GEOID03.
 DM0222
 DM0222.The dynamic height is computed by dividing the NAVD 88
 DM0222.geopotential number by the normal gravity value computed on the
 DM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0222.degrees latitude (g = 980.6199 gals.).
 DM0222
 DM0222.The modeled gravity was interpolated from observed gravity values.
 DM0222
 DM0222;                    North         East    Units  Estimated Accuracy
 DM0222;SPC TXNC     - 2,168,750.    1,005,530.      MT  (+/- 180 meters Scaled)
 DM0222
 DM0222                          SUPERSEDED SURVEY CONTROL
 DM0222
 DM0222  NGVD 29 (??/??/92)   83.766  (m)          274.82   (f) ADJ UNCH    2 0
 DM0222
 DM0222.Superseded values are not recommended for survey control.
 DM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0222.See file dsdata.txt to determine how the superseded data were derived.
 DM0222
 DM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS923643(NAD 83)
 DM0222_MARKER: DB = BENCH MARK DISK
 DM0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0222_STAMPING: 274.822 ATLANTA NO 2 1934
 DM0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0222+STABILITY: SURFACE MOTION
 DM0222
 DM0222  HISTORY     - Date     Condition        Report By
 DM0222  HISTORY     - 1934     MONUMENTED       CGS
 DM0222
 DM0222                          STATION DESCRIPTION
 DM0222
 DM0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0222'IN ATLANTA.
 DM0222'AT ATLANTA THE EAST PART OF ATLANTA, CASS COUNTY, AT THE GROUNDS OF
 DM0222'DIVISION 19 HEADQUARTERS OF THE TEXAS STATE HIGHWAY DEPARTMENT, AT THE
 DM0222'MAIN ENTRANCE, AND 34 FEET SOUTHWEST OF THE OFFICE BUILDING.  A
 DM0222'STANDARD DISK, STAMPED 274.822 ATLANTA NO 2 1934 AND SET IN THE TOP OF
 DM0222'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1227 ***********************************************************************
 DM1227  DESIGNATION -  ATLANTA RAD STA KALT MAST
 DM1227  PID         -  DM1227
 DM1227  STATE/COUNTY-  TX/CASS
 DM1227  USGS QUAD   -  ATLANTA SOUTH (1969)
 DM1227
 DM1227                         *CURRENT SURVEY CONTROL
 DM1227  ___________________________________________________________________
 DM1227* NAD 83(1993)-  33 04 58.77473(N)    094 10 58.42667(W)     ADJUSTED  
 DM1227* NAVD 88     -                                                        
 DM1227  ___________________________________________________________________
 DM1227  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DM1227  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DM1227
 DM1227  HORZ ORDER  -  THIRD
 DM1227
 DM1227.The horizontal coordinates were established by classical geodetic methods
 DM1227.and adjusted by the National Geodetic Survey in September 1999..
 DM1227
 DM1227
 DM1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1227
 DM1227.The geoid height was determined by GEOID03.
 DM1227
 DM1227;                    North         East     Units Scale Factor Converg.
 DM1227;SPC TXNC     - 2,165,335.763 1,002,904.373   MT  0.99987277   +2 21 16.3
 DM1227;SPC TXNC     - 7,104,105.75  3,290,362.10   sFT  0.99987277   +2 21 16.3
 DM1227;SPC AR S     -   448,350.206   196,196.725   MT  1.00005519   -1 13 18.3
 DM1227;SPC AR S     - 1,470,962.30    643,688.76   sFT  1.00005519   -1 13 18.3
 DM1227;UTM  15      - 3,661,109.743   389,599.132   MT  0.99975028   -0 38 44.7
 DM1227
 DM1227                          SUPERSEDED SURVEY CONTROL
 DM1227
 DM1227  NAD 83(1993)-  33 04 58.77584(N)    094 10 58.42769(W) AD(       ) 4
 DM1227  NAD 83(1993)-  33 04 58.77961(N)    094 10 58.42147(W) AD(       ) 4
 DM1227  NAD 83(1986)-  33 04 58.78015(N)    094 10 58.41756(W) AD(       ) 4
 DM1227  NAD 27      -  33 04 58.30500(N)    094 10 57.74600(W) AD(       ) 3
 DM1227
 DM1227.Superseded values are not recommended for survey control.
 DM1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1227.See file dsdata.txt to determine how the superseded data were derived.
 DM1227
 DM1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8959961110(NAD 83)
 DM1227_MARKER: 42 = RADIO/TV MAST
 DM1227
 DM1227  HISTORY     - Date     Condition        Report By
 DM1227  HISTORY     - 1958     FIRST OBSERVED   CGS
 DM1227
 DM1227                          STATION DESCRIPTION
 DM1227
 DM1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1227'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF ATLANTA.  THE
 DM1227'MAST IS MOUNTED ON A CONCRETE FOUNDATION, ABOUT 250 FEET HEIGHT,
 DM1227'COLORED RED AND WHITE AND THE RED LIGHT ON TOP WAS THE POINT
 DM1227'INTERSECTED.
 DM1227'
 DM1227'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 59
 DM1227'AND STATE ROAD 43 IN THE WEST EDGE OF ATLANTA, GO WEST ON STATE
 DM1227'ROAD 43 FOR 2.4 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1226 ***********************************************************************
 DM1226  DESIGNATION -  ATLANTA W MUNICIPAL TANK
 DM1226  PID         -  DM1226
 DM1226  STATE/COUNTY-  TX/CASS
 DM1226  USGS QUAD   -  ATLANTA SOUTH (1969)
 DM1226
 DM1226                         *CURRENT SURVEY CONTROL
 DM1226  ___________________________________________________________________
 DM1226* NAD 83(1993)-  33 07 20.09821(N)    094 10 05.50209(W)     ADJUSTED  
 DM1226* NAVD 88     -                                                        
 DM1226  ___________________________________________________________________
 DM1226  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DM1226  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM1226
 DM1226  HORZ ORDER  -  THIRD
 DM1226
 DM1226.The horizontal coordinates were established by classical geodetic methods
 DM1226.and adjusted by the National Geodetic Survey in September 1999..
 DM1226
 DM1226
 DM1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1226
 DM1226.The geoid height was determined by GEOID03.
 DM1226
 DM1226;                    North         East     Units Scale Factor Converg.
 DM1226;SPC TXNC     - 2,169,741.783 1,004,096.178   MT  0.99987338   +2 21 45.2
 DM1226;SPC TXNC     - 7,118,561.17  3,294,272.21   sFT  0.99987338   +2 21 45.2
 DM1226;SPC AR S     -   452,674.071   197,661.295   MT  1.00004416   -1 12 48.7
 DM1226;SPC AR S     - 1,485,148.18    648,493.77   sFT  1.00004416   -1 12 48.7
 DM1226;UTM  15      - 3,665,446.795   391,019.766   MT  0.99974643   -0 38 18.2
 DM1226
 DM1226                          SUPERSEDED SURVEY CONTROL
 DM1226
 DM1226  NAD 83(1993)-  33 07 20.09933(N)    094 10 05.50376(W) AD(       ) 4
 DM1226  NAD 83(1993)-  33 07 20.10258(N)    094 10 05.49829(W) AD(       ) 4
 DM1226  NAD 83(1986)-  33 07 20.10350(N)    094 10 05.49343(W) AD(       ) 4
 DM1226  NAD 27      -  33 07 19.63100(N)    094 10 04.82000(W) AD(       ) 3
 DM1226
 DM1226.Superseded values are not recommended for survey control.
 DM1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1226.See file dsdata.txt to determine how the superseded data were derived.
 DM1226
 DM1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9102065447(NAD 83)
 DM1226_MARKER: 53 = ELEVATED TANK
 DM1226
 DM1226  HISTORY     - Date     Condition        Report By
 DM1226  HISTORY     - 1958     FIRST OBSERVED   CGS
 DM1226
 DM1226                          STATION DESCRIPTION
 DM1226
 DM1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1226'THE STATION IS LOCATED IN THE NORTH EDGE OF ATLANTA, ABOUT
 DM1226'100 YARDS EAST OF THE PURITT SCHOOL HOUSE.  IT IS THE WEST AND
 DM1226'NEWEST ONE OF TWO, SUPPORTED BY A 6-LEGGED STEEL STRUCTURE,
 DM1226'HAS AN OVER ALL HEIGHT OF ABOUT 50 FEET AND IS COLORED SILVER.
 DM1226'THE POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1453 ***********************************************************************
 DM1453  SACS        -  This is a Secondary Airport Control Station.
 DM1453  DESIGNATION -  ATLAPORT
 DM1453  PID         -  DM1453
 DM1453  STATE/COUNTY-  TX/CASS
 DM1453  USGS QUAD   -  ATLANTA SOUTH (1969)
 DM1453
 DM1453                         *CURRENT SURVEY CONTROL
 DM1453  ___________________________________________________________________
 DM1453* NAD 83(1993)-  33 06 14.27997(N)    094 11 40.35619(W)     ADJUSTED  
 DM1453* NAVD 88     -        81.27   (meters)     266.6    (feet)  GPS OBS   
 DM1453  ___________________________________________________________________
 DM1453  X           -    -391,186.880 (meters)                     COMP
 DM1453  Y           -  -5,333,906.320 (meters)                     COMP
 DM1453  Z           -   3,463,653.034 (meters)                     COMP
 DM1453  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DM1453  ELLIP HEIGHT-          54.63  (meters)          (02/27/01) GPS OBS
 DM1453  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM1453
 DM1453  HORZ ORDER  -  FIRST
 DM1453  ELLP ORDER  -  FIFTH     CLASS I
 DM1453
 DM1453.This mark is at Atlanta Muni (ATA) Airport (ATA)
 DM1453
 DM1453.The horizontal coordinates were established by GPS observations
 DM1453.and adjusted by the National Geodetic Survey in August 1996..
 DM1453
 DM1453.The orthometric height was determined by GPS observations and a
 DM1453.high-resolution geoid model.
 DM1453
 DM1453.GPS derived orthometric heights for airport stations designated as
 DM1453.PACS or SACS are published to 2 decimal places.  This maintains
 DM1453.centimeter relative accuracy between the PACS and SACS.  It does
 DM1453.not indicate centimeter accuracy relative to other marks which are
 DM1453.part of the NAVD 88 network.
 DM1453
 DM1453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1453
 DM1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1453
 DM1453.The ellipsoidal height was determined by GPS observations
 DM1453.and is referenced to NAD 83.
 DM1453
 DM1453.The geoid height was determined by GEOID03.
 DM1453
 DM1453;                    North         East     Units Scale Factor Converg.
 DM1453;SPC TXNC     - 2,167,615.015 1,001,722.696   MT  0.99987304   +2 20 53.4
 DM1453;SPC TXNC     - 7,111,583.60  3,286,485.21   sFT  0.99987304   +2 20 53.4
 DM1453;UTM  15      - 3,663,447.441   388,538.509   MT  0.99975318   -0 39 08.9
 DM1453
 DM1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1453!SPC TXNC     -   0.99999142  x   0.99987304  =   0.99986446
 DM1453!UTM  15      -   0.99999142  x   0.99975318  =   0.99974461
 DM1453
 DM1453:                Primary Azimuth Mark                     Grid Az
 DM1453:SPC TXNC     -  ATLAPORT AZ MK                           220 49 39.9
 DM1453:UTM  15      -  ATLAPORT AZ MK                           223 49 42.2
 DM1453
 DM1453|---------------------------------------------------------------------|
 DM1453| PID    Reference Object                     Distance      Geod. Az  |
 DM1453|                                                           dddmmss.s |
 DM1453| DM1454 ATLAPORT AZ MK                      460.108 METERS 2231033.3 |
 DM1453|---------------------------------------------------------------------|
 DM1453
 DM1453                          SUPERSEDED SURVEY CONTROL
 DM1453
 DM1453  ELLIP H (08/20/96)   54.68   (m)                       GP(       ) 5 1
 DM1453  NAD 83(1993)-  33 06 14.28800(N)    094 11 40.35405(W) AD(       ) 3
 DM1453  ELLIP H (02/16/96)   54.69   (m)                       GP(       ) 5 1
 DM1453  NAD 83(1993)-  33 06 14.29234(N)    094 11 40.35060(W) AD(       ) 3
 DM1453  ELLIP H (01/21/93)   54.45   (m)                       GP(       ) 4 2
 DM1453  NAD 83(1986)-  33 06 14.29235(N)    094 11 40.33875(W) AD(       ) 3
 DM1453  NAD 27      -  33 06 13.81973(N)    094 11 39.62779(W) AD(       ) 3
 DM1453  NGVD 29 (12/08/88)   81.4    (m)          267.     (f) GPS OBS        
 DM1453
 DM1453.Superseded values are not recommended for survey control.
 DM1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1453.See file dsdata.txt to determine how the superseded data were derived.
 DM1453
 DM1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8853963447(NAD 83)
 DM1453_MARKER: I = METAL ROD
 DM1453_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1453_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1453_STAMPING: ATLAPORT 1987
 DM1453_MARK LOGO: NGS   
 DM1453_PROJECTION: FLUSH
 DM1453_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1453+STABILITY: POSITION/ELEVATION WELL
 DM1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1453+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 DM1453_ROD/PIPE-DEPTH: 8.53 meters
 DM1453_SLEEVE-DEPTH  : 3.0 meters
 DM1453
 DM1453  HISTORY     - Date     Condition        Report By
 DM1453  HISTORY     - 1987     MONUMENTED       NGS
 DM1453  HISTORY     - 19880114 GOOD
 DM1453  HISTORY     - 19941015 GOOD             NGS
 DM1453
 DM1453                          STATION DESCRIPTION
 DM1453
 DM1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DM1453'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTHWEST OF ATLANTA AT
 DM1453'THE ATLANTA MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF ATLANTA, C/O
 DM1453'SIDNEY DAVIS CITY MANAGER, P.O. BOX 650A, ATLANTA, TX 75551.TELEPHONE
 DM1453'NUMBER 214-796-7153.
 DM1453'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 DM1453'HIGHWAY 77 WEST, AT THE SOUTHWEST SIDE OF ATLANTA.  GO SOUTHWEST ON
 DM1453'U.S. HIGHWAY 59 FOR 0.6 KM (0.35 MI) TO A ROAD ON THE LEFT, LEADING
 DM1453'TO THE AIRPORT.  TURN LEFT AND GO SOUTH TO THE END OF THE ROAD ANDTHE
 DM1453'STATION AT THE EAST CORNER OF THE APRON.
 DM1453'THE STATION IS 46.9 M (153.9 FT) SOUTH-SOUTHEAST OF THE SOUTH CORNER
 DM1453'OF THE PROPOSED ADMINISTRATION BUILDING, THAT IS UNDER CONSTRUCTION,
 DM1453'15.2 M (49.9 FT) NORTHEAST FROM THE CENTERLINE OF THE TAXIWAY LEADING
 DM1453'SOUTHEAST TO THE RUNWAY, 1.5 M (4.9 FT) SOUTHEAST OF THE EAST
 DM1453'CORNEROF THE APRON.
 DM1453'ACCESS TO THE MARK IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1453'DESCRIBED BY B.L.L.
 DM1453
 DM1453                          STATION RECOVERY (1988)
 DM1453
 DM1453'RECOVERED 1988
 DM1453'RECOVERED IN GOOD CONDITION.
 DM1453
 DM1453                          STATION RECOVERY (1994)
 DM1453
 DM1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DM1453'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTHWEST OF ATLANTA AT
 DM1453'THE ATLANTA MUNICIPAL AIRPORT, IN PAVEMENT IN THE EAST CORNER OF THE
 DM1453'APRON.  OWNERSHIP--CITY OF ATLANTA, C/O CITY MANAGER ANDRE S.  WIMER,
 DM1453'P.O.  BOX 669, 310 NORTH LOUISE STREET, ATLANTA, TX 75551-0669. PHONE
 DM1453'903-796-2192.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 59 AND
 DM1453'STATE HIGHWAY 77 WEST, AT THE SOUTHWEST SIDE OF ATLANTA, GO SOUTHWEST
 DM1453'ON U.S.  HIGHWAY 59 FOR 0.55 KM (0.35 MI) TO AIRPORT DRIVE ON THE
 DM1453'LEFT.  TURN LEFT, SOUTH, ON AIRPORT DRIVE FOR 0.5 KM (0.30 MI) TO THE
 DM1453'END OF THE ROAD AND THE STATION AT THE EAST CORNER OF THE APRON.  THE
 DM1453'STATION A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE
 DM1453'FILLED SLEEVE ENCASED IN A PVC PIPE WITH A LOGO CAP SURROUNDED BY
 DM1453'ASPHALT IN THE NORTHEAST EDGE OF THE TAXIWAY AT THE JUNCTION OF THE
 DM1453'CONNECTING TAXIWAY AND PARALLEL TAXIWAY AND THE EAST CORNER OF THE
 DM1453'APRON.  IT IS 46.6 M (152.9 FT) SOUTH-SOUTHEAST OF THE SOUTH CORNER OF
 DM1453'THE ADMINISTRATION BUILDING, 15.2 M (49.9 FT) NORTHEAST FROM THE
 DM1453'CENTER OF THE TAXI LEADING SOUTHEAST TO THE RUNWAY, 24.4 M (80.1 FT)
 DM1453'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE CULVERT, 31.1 M
 DM1453'(102.0 FT) SOUTHEAST OF A GAS PUMP, 18.0 M (59.1 FT) NORTHWEST OF THE
 DM1453'CENTER OF THE PARALLEL TAXI, AND 0.11 M (0.36 FT) SOUTH OF THE SOUTH
 DM1453'CORNER OF A CONCRETE UTILITY BOX COVER. DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1454 ***********************************************************************
 DM1454  SACS        -  This is a Secondary Airport Control Station.
 DM1454  DESIGNATION -  ATLAPORT AZ MK
 DM1454  PID         -  DM1454
 DM1454  STATE/COUNTY-  TX/CASS
 DM1454  USGS QUAD   -  ATLANTA SOUTH (1969)
 DM1454
 DM1454                         *CURRENT SURVEY CONTROL
 DM1454  ___________________________________________________________________
 DM1454* NAD 83(1993)-  33 06 03.38835(N)    094 11 52.49768(W)     ADJUSTED  
 DM1454* NAVD 88     -        81.41   (meters)     267.1    (feet)  GPS OBS   
 DM1454  ___________________________________________________________________
 DM1454  X           -    -391,514.276 (meters)                     COMP
 DM1454  Y           -  -5,334,066.163 (meters)                     COMP
 DM1454  Z           -   3,463,372.027 (meters)                     COMP
 DM1454  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DM1454  ELLIP HEIGHT-          54.77  (meters)          (02/27/01) GPS OBS
 DM1454  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM1454
 DM1454  HORZ ORDER  -  FIRST
 DM1454  ELLP ORDER  -  FIFTH     CLASS I
 DM1454
 DM1454.This mark is at Atlanta Muni (ATA) Airport (ATA)
 DM1454
 DM1454.The horizontal coordinates were established by GPS observations
 DM1454.and adjusted by the National Geodetic Survey in August 1996..
 DM1454
 DM1454.The orthometric height was determined by GPS observations and a
 DM1454.high-resolution geoid model.
 DM1454
 DM1454.GPS derived orthometric heights for airport stations designated as
 DM1454.PACS or SACS are published to 2 decimal places.  This maintains
 DM1454.centimeter relative accuracy between the PACS and SACS.  It does
 DM1454.not indicate centimeter accuracy relative to other marks which are
 DM1454.part of the NAVD 88 network.
 DM1454
 DM1454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1454
 DM1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1454
 DM1454.The ellipsoidal height was determined by GPS observations
 DM1454.and is referenced to NAD 83.
 DM1454
 DM1454.The geoid height was determined by GEOID03.
 DM1454
 DM1454;                    North         East     Units Scale Factor Converg.
 DM1454;SPC TXNC     - 2,167,266.905 1,001,421.922   MT  0.99987299   +2 20 46.8
 DM1454;SPC TXNC     - 7,110,441.50  3,285,498.42   sFT  0.99987299   +2 20 46.8
 DM1454;UTM  15      - 3,663,115.593   388,219.963   MT  0.99975406   -0 39 15.4
 DM1454
 DM1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1454!SPC TXNC     -   0.99999140  x   0.99987299  =   0.99986439
 DM1454!UTM  15      -   0.99999140  x   0.99975406  =   0.99974546
 DM1454
 DM1454:                Primary Azimuth Mark                     Grid Az
 DM1454:SPC TXNC     -  ATLAPORT                                 040 49 39.9
 DM1454:UTM  15      -  ATLAPORT                                 043 49 42.1
 DM1454
 DM1454|---------------------------------------------------------------------|
 DM1454| PID    Reference Object                     Distance      Geod. Az  |
 DM1454|                                                           dddmmss.s |
 DM1454| DM1453 ATLAPORT                            460.108 METERS 0431026.7 |
 DM1454|---------------------------------------------------------------------|
 DM1454
 DM1454                          SUPERSEDED SURVEY CONTROL
 DM1454
 DM1454  ELLIP H (08/20/96)   54.82   (m)                       GP(       ) 5 1
 DM1454  NAD 83(1993)-  33 06 03.39624(N)    094 11 52.49554(W) AD(       ) 3
 DM1454  ELLIP H (02/16/96)   54.84   (m)                       GP(       ) 5 1
 DM1454  NAD 83(1993)-  33 06 03.40058(N)    094 11 52.49209(W) AD(       ) 3
 DM1454  ELLIP H (01/21/93)   54.59   (m)                       GP(       ) 4 2
 DM1454  NAD 83(1986)-  33 06 03.40059(N)    094 11 52.48025(W) AD(       ) 3
 DM1454  NAD 27      -  33 06 02.92773(N)    094 11 51.76896(W) AD(       ) 3
 DM1454  NGVD 29 (12/08/88)   81.5    (m)          267.     (f) GPS OBS        
 DM1454
 DM1454.Superseded values are not recommended for survey control.
 DM1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1454.See file dsdata.txt to determine how the superseded data were derived.
 DM1454
 DM1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8822063116(NAD 83)
 DM1454_MARKER: I = METAL ROD
 DM1454_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1454_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1454_STAMPING: ATLAPORT AZ MK 1987
 DM1454_MARK LOGO: NGS   
 DM1454_PROJECTION: FLUSH
 DM1454_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1454+STABILITY: POSITION/ELEVATION WELL
 DM1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1454+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 DM1454_ROD/PIPE-DEPTH: 8.53 meters
 DM1454_SLEEVE-DEPTH  : 3.0 meters
 DM1454
 DM1454  HISTORY     - Date     Condition        Report By
 DM1454  HISTORY     - 1987     MONUMENTED       NGS
 DM1454  HISTORY     - 19880120 GOOD
 DM1454  HISTORY     - 19941015 GOOD             NGS
 DM1454
 DM1454                          STATION DESCRIPTION
 DM1454
 DM1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DM1454'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTHWEST OF ATLANTA AT
 DM1454'THE ATLANTA MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF ATLANTA, C/O
 DM1454'SIDNEY DAVIS CITY MANAGER, P.O. BOX 650A, ATLANTA, TX 75551.TELEPHONE
 DM1454'NUMBER 214-796-7153.
 DM1454'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 DM1454'HIGHWAY 77 WEST, AT THE SOUTHWEST SIDE OF ATLANTA.  GO SOUTHWEST ON
 DM1454'U.S. HIGHWAY 59 FOR 0.6 KM (0.35 MI) TO A ROAD ON THE LEFT, LEADING
 DM1454'TO THE AIRPORT.  TURN LEFT AND GO SOUTH TO THE END OF THE ROAD.  TURN
 DM1454'RIGHT AND GO SOUTHWEST ON THE RUNWAY FOR 0.5 KM (0.30 MI) TO
 DM1454'THESTATION ON THE RIGHT.
 DM1454'THE MARK IS 18.2 M (59.7 FT) NORTHWEST OF THE CENTERLINE OF THE
 DM1454'RUNWAY, 16.0 M (52.5 FT) WEST OF RUNWAY LIGHT NUMBER 8, 8.1 M
 DM1454'(26.6 FT) NORTH OF THE NORTH EDGE OF THE HOLDING AREA, 6.0 M (19.7 FT)
 DM1454'SOUTH OF THE SOUTHWEST END OF A CONCRETE CULVERT HEADWALL, ANS 2.8 M
 DM1454'(9.2 FT) SOUTH-SOUTHEAST OF A WITNESS POST.
 DM1454'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1454'DESCRIBED BY R.D.B.
 DM1454
 DM1454                          STATION RECOVERY (1988)
 DM1454
 DM1454'RECOVERED 1988
 DM1454'RECOVERED IN GOOD CONDITION.
 DM1454
 DM1454                          STATION RECOVERY (1994)
 DM1454
 DM1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DM1454'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTHWEST OF ATLANTA AT
 DM1454'THE ATLANTA MUNICIPAL AIRPORT, ON THE SOUTH SIDE OF LOW BRUSH ADJACENT
 DM1454'TO A CONCRETE HEADWALL AT THE OLD RUNUP PAD AREA IN THE SOUTHWEST AREA
 DM1454'OF THE AIRFIELD.  OWNERSHIP--CITY OF ATLANTA, C/O CITY MANAGER ANDRE
 DM1454'S.  WIMER, P.O.  BOX 669, 310 NORTH LOUISE STREET, ATLANTA, TX
 DM1454'75551-0669.  PHONE 903-796-2192.  TO REACH THE STATION FROM THE
 DM1454'JUNCTION OF U.S.  HIGHWAY 59 AND STATE HIGHWAY 77 WEST, AT THE
 DM1454'SOUTHWEST SIDE OF ATLANTA.  GO SOUTHWEST ON U.S.  HIGHWAY 59 FOR 0.55
 DM1454'KM (0.35 MI) TO AIRPORT DRIVE ON THE LEFT.  TURN LEFT, SOUTH, ON
 DM1454'AIRPORT DRIVE FOR 0.5 KM (0.30 MI) TO THE END OF THE ROAD.  CONTINUE
 DM1454'AHEAD, SOUTHEAST, ACROSS APRON AND CONNECTOR TAXI FOR 0.12 KM (0.05
 DM1454'MI) TO THE RUNWAY.  TURN RIGHT, SOUTHWEST,ALONG THE RUNWAY FOR 0.43 KM
 DM1454'(0.25 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE
 DM1454'TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED SLEEVE ENCASED
 DM1454'IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH
 DM1454'WITH THE GROUND.  IT IS 19.7 M (64.6 FT) NORTHWEST OF THE CENTER OF
 DM1454'THE RUNWAY, 16.0 M (52.5 FT) WEST OF RUNWAY LIGHT NUMBER 8, 8.1 M
 DM1454'(26.6 FT) NORTH OF THE NORTH EDGE OF THE OLD HOLDING AREA, 6.0 M (19.7
 DM1454'FT) SOUTH OF THE SOUTHWEST END OF A CONCRETE CULVERT HEADWALL, ANS 2.8
 DM1454'M (9.2 FT) SOUTH-SOUTHEAST OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1434 ***********************************************************************
 DM1434  DESIGNATION -  ATLAS
 DM1434  PID         -  DM1434
 DM1434  STATE/COUNTY-  TX/LAMAR
 DM1434  USGS QUAD   -  BIARDSTOWN (1984)
 DM1434
 DM1434                         *CURRENT SURVEY CONTROL
 DM1434  ___________________________________________________________________
 DM1434* NAD 83(1993)-  33 34 16.25804(N)    095 36 20.00291(W)     ADJUSTED  
 DM1434* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 DM1434  ___________________________________________________________________
 DM1434  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DM1434  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DM1434
 DM1434  HORZ ORDER  -  SECOND
 DM1434
 DM1434.The horizontal coordinates were established by classical geodetic methods
 DM1434.and adjusted by the National Geodetic Survey in February 1996..
 DM1434
 DM1434.The orthometric height was scaled from a topographic map.
 DM1434
 DM1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1434
 DM1434.The geoid height was determined by GEOID03.
 DM1434
 DM1434;                    North         East     Units Scale Factor Converg.
 DM1434;SPC TXNC     - 2,214,896.837   868,681.512   MT  0.99991362   +1 34 43.0
 DM1434;SPC TXNC     - 7,266,707.37  2,849,999.26   sFT  0.99991362   +1 34 43.0
 DM1434;UTM  15      - 3,717,653.395   258,147.558   MT  1.00032118   -1 26 29.4
 DM1434
 DM1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1434!SPC TXNC     -   0.99997765  x   0.99991362  =   0.99989128
 DM1434!UTM  15      -   0.99997765  x   1.00032118  =   1.00029883
 DM1434
 DM1434:                Primary Azimuth Mark                     Grid Az
 DM1434:SPC TXNC     -  PARIS TEX P AND L CO RAD MAST            018 23 31.1
 DM1434:UTM  15      -  PARIS TEX P AND L CO RAD MAST            021 24 43.5
 DM1434
 DM1434|---------------------------------------------------------------------|
 DM1434| PID    Reference Object                     Distance      Geod. Az  |
 DM1434|                                                           dddmmss.s |
 DM1434| DM1426 PARIS TEX P AND L CO RAD MAST       APPROX.10.0 KM 0195814.1 |
 DM1434| DM1427 PARIS LAMAR CO ELEC COOP MAST       APPROX.12.5 KM 0212744.3 |
 DM1434| DM1425 PARIS NW MUNICIPAL TANK             APPROX.11.2 KM 0213846.1 |
 DM1434| DM1431 PARIS SW MUNICIPAL TANK             APPROX.10.1 KM 0262119.5 |
 DM1434| DM1432 PARIS MUNICIPAL STANDPIPE           APPROX.11.2 KM 0283257.9 |
 DM1434| DM1430 PARIS RADIO STA KPLT MAST           APPROX. 8.6 KM 0334416.3 |
 DM1434| CX9619 ATLAS RM 1                           24.715 METERS 14136     |
 DM1434| DM1435 ROXTON MUNICIPAL TANK               APPROX.11.7 KM 2595553.6 |
 DM1434| CX9618 ATLAS AZ MK                                        2840119.3 |
 DM1434| CX9620 ATLAS RM 2                           32.185 METERS 29919     |
 DM1434|---------------------------------------------------------------------|
 DM1434
 DM1434                          SUPERSEDED SURVEY CONTROL
 DM1434
 DM1434  NAD 83(1993)-  33 34 16.25934(N)    095 36 20.00147(W) AD(       ) 2
 DM1434  NAD 83(1986)-  33 34 16.26472(N)    095 36 19.99160(W) AD(       ) 2
 DM1434  NAD 27      -  33 34 15.88400(N)    095 36 19.14100(W) AD(       ) 2
 DM1434
 DM1434.Superseded values are not recommended for survey control.
 DM1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1434.See file dsdata.txt to determine how the superseded data were derived.
 DM1434
 DM1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5814817653(NAD 83)
 DM1434_MARKER: DS = TRIANGULATION STATION DISK
 DM1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1434
 DM1434  HISTORY     - Date     Condition        Report By
 DM1434  HISTORY     - 1951     MONUMENTED       CGS
 DM1434  HISTORY     - 1957     GOOD             CGS
 DM1434  HISTORY     - 1962     GOOD             USGS
 DM1434  HISTORY     - 19950613 GOOD             USPSQD
 DM1434
 DM1434                          STATION DESCRIPTION
 DM1434
 DM1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1434'STATION IS LOCATED ABOUT 10 MILES SOUTH SOUTHWEST OF PARIS
 DM1434'AND 1 MILE EAST NORTHEAST OF ATLAS ON A LOW HILL JUST WEST
 DM1434'OF SOME DESERTED FARM BUILDINGS.  STATION IS 28 FEET NORTHEAST
 DM1434'OF A 1 FOOT PECAN TREE.  THE MARK IS FLUSH WITH THE GROUND
 DM1434'AND THE DISK IS STAMPED ATLAS 1950.
 DM1434'
 DM1434'REFERENCE MARK NO. 1 IS 69 FEET NORTH OF FENCE.  THE MARK
 DM1434'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ATLAS NO 1.
 DM1434'1950.
 DM1434'
 DM1434'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 DM1434'ABOUT 4 INCHES AND THE DISK IS STAMPED ATLAS NO 2 1950.
 DM1434'
 DM1434'AZIMUTH MARK IS 33 FEET EAST OF THE APPROXIMATE CENTERLINE
 DM1434'OF FARM ROAD 137, 22 FEET NORTH OF THE APPROXIMATE CENTERLINE
 DM1434'OF DIRT ROAD AND 3 FEET EAST OF POWER POLE.  THE MARK PROJECTS
 DM1434'ABOUT 4 INCHES AND THE DISK IS STAMPED ATLAS 1950.
 DM1434'
 DM1434'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN PARIS
 DM1434'GO SOUTHERLY ON STATE ROUTE 24 FOR 6.6 MILES TO T ROAD RIGHT
 DM1434'AT LARGE WHITE HOUSE.  TURN RIGHT AND GO WEST ON DIRT ROAD
 DM1434'FOR 0.95 MILE TO DRIVEWAY ON RIGHT AND GATE ON LEFT.  TURN
 DM1434'LEFT THROUGH GATE AND GO SOUTH UP GRADE FOR 0.1 MILE TO
 DM1434'STATION JUST WEST OF OLD HOUSE FOUNDATION.  TO REACH AZIMUTH
 DM1434'FROM GATE CONTINUE WEST FOR 0.35 MILE TO FARM ROAD 137 AND
 DM1434'AZIMUTH MARK ON RIGHT IN NORTHEAST ANGLE OF JUNCTION AS
 DM1434'DESCRIBED.
 DM1434'
 DM1434'AN 87 FOOT SIGNAL AT STATION PARIS MAGNETIC 1935 IS V.G.
 DM1434'
 DM1434'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DM1434
 DM1434                          STATION RECOVERY (1957)
 DM1434
 DM1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1434'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 DM1434'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTION
 DM1434'CHANGES FOR PROCEEDING TO STATION SITE ARE--R.M. NO. 1 IS
 DM1434'31.2 FEET SOUTH OF OLD FOUNDATION.  R.M. NO. 2 IS 68.6 FEET
 DM1434'EAST OF WEST FENCE LINE.  STATION IS 48.6 FEET WEST OF OLD
 DM1434'FOUNDATION.  FENCE LINES FOR REFERENCE MARKS IN OLD DESCRIPTION
 DM1434'ARE GONE.
 DM1434
 DM1434                          STATION RECOVERY (1962)
 DM1434
 DM1434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DM1434'RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 DM1434'CONDITION.
 DM1434
 DM1434                          STATION RECOVERY (1995)
 DM1434
 DM1434'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0699 ***********************************************************************
 AO0699  DESIGNATION -  ATLEE
 AO0699  PID         -  AO0699
 AO0699  STATE/COUNTY-  TX/LA SALLE
 AO0699  USGS QUAD   -  ATLEE (1982)
 AO0699
 AO0699                         *CURRENT SURVEY CONTROL
 AO0699  ___________________________________________________________________
 AO0699* NAD 83(1993)-  28 09 04.73125(N)    099 19 33.29984(W)     ADJUSTED  
 AO0699* NAVD 88     -       169.0    (meters)     554.     (feet)  VERTCON   
 AO0699  ___________________________________________________________________
 AO0699  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AO0699  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AO0699
 AO0699  HORZ ORDER  -  FIRST
 AO0699
 AO0699.The horizontal coordinates were established by classical geodetic methods
 AO0699.and adjusted by the National Geodetic Survey in February 1996..
 AO0699
 AO0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0699
 AO0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0699
 AO0699.The geoid height was determined by GEOID03.
 AO0699
 AO0699;                    North         East     Units Scale Factor Converg.
 AO0699;SPC TXSC     - 4,035,287.847   567,984.775   MT  1.00007468   -0 09 34.8
 AO0699;SPC TXSC     -13,239,106.88  1,863,463.38   sFT  1.00007468   -0 09 34.8
 AO0699;UTM  14      - 3,114,007.349   467,999.833   MT  0.99961264   -0 09 13.6
 AO0699
 AO0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0699!SPC TXSC     -   0.99997733  x   1.00007468  =   1.00005201
 AO0699!UTM  14      -   0.99997733  x   0.99961264  =   0.99958998
 AO0699
 AO0699:                Primary Azimuth Mark                     Grid Az
 AO0699:SPC TXSC     -  COTULLA TV RELAY MAST                    013 09 56.3
 AO0699:UTM  14      -  COTULLA TV RELAY MAST                    013 09 35.1
 AO0699
 AO0699|---------------------------------------------------------------------|
 AO0699| PID    Reference Object                     Distance      Geod. Az  |
 AO0699|                                                           dddmmss.s |
 AO0699| AO0712 COTULLA TV RELAY MAST               APPROX.23.3 KM 0130021.5 |
 AO0699| CV3672 ATLEE AZ MK 2                                      1733254.3 |
 AO0699| CV3671 ATLEE AZ MK                                        1753505.2 |
 AO0699| CV3673 ATLEE RM 1                           15.692 METERS 18128     |
 AO0699| CV3674 ATLEE RM 2                           16.663 METERS 35753     |
 AO0699|---------------------------------------------------------------------|
 AO0699
 AO0699                          SUPERSEDED SURVEY CONTROL
 AO0699
 AO0699  NAD 83(1986)-  28 09 04.72899(N)    099 19 33.27572(W) AD(       ) 1
 AO0699  NAD 27      -  28 09 03.71948(N)    099 19 32.15486(W) AD(       ) 1
 AO0699  NGVD 29 (07/19/86)  168.9    (m)          554.     (f) VERT ANG       
 AO0699
 AO0699.Superseded values are not recommended for survey control.
 AO0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0699.See file dsdata.txt to determine how the superseded data were derived.
 AO0699
 AO0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS6800014007(NAD 83)
 AO0699_MARKER: DS = TRIANGULATION STATION DISK
 AO0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0699
 AO0699  HISTORY     - Date     Condition        Report By
 AO0699  HISTORY     - 1972     MONUMENTED       NGS
 AO0699  HISTORY     - 1976     GOOD             NGS
 AO0699
 AO0699                          STATION DESCRIPTION
 AO0699
 AO0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0699'THE STATION IS ABOUT 9 MILES SOUTH AND 2-1/2 MILES WEST OF ARTESIA
 AO0699'WELLS, 7-1/2 MILES NORTH AND 2 MILES EAST OF ENCINAL, 1-1/2 NORTH OF
 AO0699'THE SMALL COMMUNITY OF ATLEE AND ON THE WEST RIGHT-OF-WAY OF U.S.
 AO0699'HIGHWAY 81.
 AO0699'
 AO0699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0699'HIGHWAY 44 IN ENCINAL, GO NORTH-NORTHEAST AND NORTH ON U.S. HIGHWAY
 AO0699'81 FOR 6.85 MILES TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE
 AO0699'RIGHT, CONTINUE NORTH ON HIGHWAY 81 FOR 0.65 MILE TO THE STATION
 AO0699'ON THE LEFT.
 AO0699'
 AO0699'STATION MARKS ARE STANDARD DISKS, STAMPED ATLEE 1972.  THE SURFACE
 AO0699'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0699'THAT IS FLUSH WITH THE GROUND.  IT IS 69.0 FEET WEST OF THE CENTER
 AO0699'OF THE HIGHWAY, 56.0 FEET SOUTH OF A TELEPHONE LINE POLE, 55.7 FEET
 AO0699'SOUTH OF A WITNESS POST AND 37.3 FEET EAST OF THE EAST RAIL OF A
 AO0699'RAILROAD TRACK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 AO0699'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AO0699'
 AO0699'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ATLEE NO 1 1972, SET IN
 AO0699'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1
 AO0699'INCH.  IT IS 73.5 FEET NORTH OF A TELEPHONE LINE POLE, 71.0 FEET
 AO0699'WEST OF THE CENTER OF THE HIGHWAY, 35.9 FEET EAST OF THE EAST RAIL
 AO0699'OF THE RAILROAD TRACK AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AO0699'
 AO0699'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ATLEE NO 2 1972, SET IN
 AO0699'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 6
 AO0699'INCHES.
 AO0699'IT IS 71.5 FEET WEST OF THE CENTER OF THE HIGHWAY, 35.2 FEET EAST
 AO0699'OF THE EAST RAIL OF THE RAILROAD TRACK, 1.8 FEET SOUTHWEST OF THE
 AO0699'WITNESS POST, 1.7 FEET SOUTH OF A TELEPHONE LINE POLE AND ABOUT
 AO0699'1 FOOT HIGHER THAN THE STATION.
 AO0699'
 AO0699'AZIMUTH MARK IS A STANDARD DISK, STAMPED ATLEE 1972, SET IN THE TOP
 AO0699'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5 INCHES.
 AO0699'IT IS 188.0 FEET EAST OF THE CENTER OF THE HIGHWAY, 125.0 FEET WEST
 AO0699'OF THE CENTER OF A METAL GATE, 57.0 FEET SOUTH OF A POWER LINE
 AO0699'POLE, 10.0 FEET NORTH OF THE CENTER OF A GRADED ROAD AND 2.4 FEET
 AO0699'NORTH OF A WITNESS POST.
 AO0699'
 AO0699'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 AO0699
 AO0699                          STATION RECOVERY (1976)
 AO0699
 AO0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AO0699'THE STATION MARK, REFERENCE MARKS NO 1 AND 2, AND THE AZIMUTH MARK
 AO0699'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE TO THE
 AO0699'REFERENCE MARKS WERE VERIFIED, BUT A DIFFERENCE WAS FOUND IN THE
 AO0699'DIRECTION TO THE MARKS.
 AO0699'
 AO0699'THE AZIMUTH MARK WILL BE DESTROYED BY ROAD CONSTRUCTION.
 AO0699'
 AO0699'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 AO0699'
 AO0699'THE 1972 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 AO0699'
 AO0699'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 AO0699'POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED ATLEE 1972 1976.
 AO0699'IT IS 20 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 32.6 FEET SOUTH
 AO0699'OF A WARNING SIGN POST, BURIED CABLE, 10 FEET NORTH OF THE NORTH
 AO0699'END OF A GATE, 1.6 FEET NORTH OF A METAL WITNESS POST, AND 0.6 FEET
 AO0699'WEST OF THE FENCE-LINE.
 AO0699'
 AO0699'BENCH MARK X 1078 IS A STANDARD BENCH MARK DISK, SET IN THE TOP OF A
 AO0699'ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 AO0699'X 1078 1956.  IT IS 83 FEET WEST OF THE CENTER OF THE SOUTH BOUND
 AO0699'TRAFFIC LANE, 26 FEET EAST OF THE EAST RAIL OF RAIL-ROAD TRACKS,
 AO0699'14 FEET SOUTHWEST OF A TELEPHONE POLE, 1-FOOT SOUTH OF A METAL
 AO0699'WITNESS, AND IS 2 TELEPHONE POLES NORTH OF MILE POST 367.
 AO0699'
 AO0699'TO REACH THE AZIMUTH MARK, AND BENCH MARK X 1078, FROM THE STATION,
 AO0699'GO SOUTHWEST ON U.S. HIGHWAY 81 FOR 0.65 MILE TO AZIMUTH MARK ON THE
 AO0699'LEFT, AND GRAVEL ROAD ON THE LEFT.  CONTINUE SOUTHWEST ON U.S.
 AO0699'HIGHWAY 81, FOR 0.4 MILE TO BENCH MARK X 1078 ON THE RIGHT.
 AO0699'
 AO0699'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ENCINAL 7-1/2 MILES
 AO0699'NNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0664 ***********************************************************************
 DO0664  DESIGNATION -  ATT CO RELAY TOWER KKO 30
 DO0664  PID         -  DO0664
 DO0664  STATE/COUNTY-  TX/CLAY
 DO0664  USGS QUAD   -  BELLEVUE (1968)
 DO0664
 DO0664                         *CURRENT SURVEY CONTROL
 DO0664  ___________________________________________________________________
 DO0664* NAD 83(1993)-  33 41 22.22487(N)    098 01 08.68913(W)     ADJUSTED  
 DO0664* NAVD 88     -                                                        
 DO0664  ___________________________________________________________________
 DO0664  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 DO0664  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DO0664
 DO0664  HORZ ORDER  -  THIRD
 DO0664
 DO0664.The horizontal coordinates were established by classical geodetic methods
 DO0664.and adjusted by the National Geodetic Survey in February 1996..
 DO0664
 DO0664
 DO0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0664
 DO0664.The geoid height was determined by GEOID03.
 DO0664
 DO0664;                    North         East     Units Scale Factor Converg.
 DO0664;SPC TXNC     - 2,224,420.308   644,587.582   MT  0.99993445   +0 15 44.2
 DO0664;SPC TXNC     - 7,297,952.29  2,114,784.43   sFT  0.99993445   +0 15 44.2
 DO0664;UTM  14      - 3,728,161.704   590,915.782   MT  0.99970190   +0 32 38.9
 DO0664
 DO0664                          SUPERSEDED SURVEY CONTROL
 DO0664
 DO0664  NAD 83(1993)-  33 41 22.22589(N)    098 01 08.68769(W) AD(       ) 4
 DO0664  NAD 83(1986)-  33 41 22.22814(N)    098 01 08.67630(W) AD(       ) 4
 DO0664  NAD 27      -  33 41 21.86100(N)    098 01 07.55400(W) AD(       ) 3
 DO0664
 DO0664.Superseded values are not recommended for survey control.
 DO0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0664.See file dsdata.txt to determine how the superseded data were derived.
 DO0664
 DO0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9091628162(NAD 83)
 DO0664_MARKER: 55 = TOWER
 DO0664
 DO0664  HISTORY     - Date     Condition        Report By
 DO0664  HISTORY     - 1955     FIRST OBSERVED   CGS
 DO0664  HISTORY     - 1965     GOOD             CGS
 DO0664  HISTORY     - 1968     GOOD             CGS
 DO0664
 DO0664                          STATION DESCRIPTION
 DO0664
 DO0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DO0664'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF BELLEVUE ON
 DO0664'THE SUMMIT OF A RIDGE JUST EAST OF A COUNTY ROAD.  IT IS A
 DO0664'4-LEGGED STEEL TOWER PAINTED ALTERNATELY RED AND WHITE.  IT
 DO0664'HAS AN OVERALL HEIGHT OF 235 FEET AND HAS A RED FLASHER LIGHT
 DO0664'ON THE TOP.  THE TOP AND CENTER OF THE TOWER WAS THE POINT
 DO0664'INTERSECTED.
 DO0664'
 DO0664'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BELLEVUE, GO
 DO0664'NORTH ON A GRADED ROAD FOR 0.1 MILE TO A T-ROAD ON THE LEFT,
 DO0664'TURN LEFT AND GO WESTERLY FOR 0.15 MILE TO A T-ROAD ON THE
 DO0664'RIGHT.  THENCE TURN RIGHT AND GO NORTHERLY FOR 3.7 MILES TO
 DO0664'THE STATION ON THE RIGHT AS DESCRIBED.
 DO0664
 DO0664                          STATION RECOVERY (1965)
 DO0664
 DO0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JC)
 DO0664'THE STATION WAS RECOVERED.
 DO0664
 DO0664                          STATION RECOVERY (1968)
 DO0664
 DO0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 DO0664'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1164 ***********************************************************************
 DN1164  DESIGNATION -  ATT CO RELAY TOWER KKH 66
 DN1164  PID         -  DN1164
 DN1164  STATE/COUNTY-  TX/COLLIN
 DN1164  USGS QUAD   -  FRISCO (1981)
 DN1164
 DN1164                         *CURRENT SURVEY CONTROL
 DN1164  ___________________________________________________________________
 DN1164* NAD 83(1993)-  33 10 29.63857(N)    096 46 12.59659(W)     ADJUSTED  
 DN1164* NAVD 88     -                                                        
 DN1164  ___________________________________________________________________
 DN1164  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 DN1164  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DN1164
 DN1164  HORZ ORDER  -  THIRD
 DN1164
 DN1164.The horizontal coordinates were established by classical geodetic methods
 DN1164.and adjusted by the National Geodetic Survey in February 1996..
 DN1164
 DN1164
 DN1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1164
 DN1164.The geoid height was determined by GEOID03.
 DN1164
 DN1164;                    North         East     Units Scale Factor Converg.
 DN1164;SPC TXNC     - 2,168,575.978   761,311.398   MT  0.99987493   +0 56 36.4
 DN1164;SPC TXNC     - 7,114,736.35  2,497,735.81   sFT  0.99987493   +0 56 36.4
 DN1164;UTM  14      - 3,672,891.094   707,911.095   MT  1.00013300   +1 13 14.1
 DN1164
 DN1164                          SUPERSEDED SURVEY CONTROL
 DN1164
 DN1164  NAD 83(1993)-  33 10 29.64079(N)    096 46 12.59065(W) AD(       ) 4
 DN1164  NAD 83(1986)-  33 10 29.64468(N)    096 46 12.58369(W) AD(       ) 4
 DN1164  NAD 27      -  33 10 29.24700(N)    096 46 11.57900(W) AD(       ) 3
 DN1164
 DN1164.Superseded values are not recommended for survey control.
 DN1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1164.See file dsdata.txt to determine how the superseded data were derived.
 DN1164
 DN1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0791172891(NAD 83)
 DN1164_MARKER: 55 = TOWER
 DN1164
 DN1164  HISTORY     - Date     Condition        Report By
 DN1164  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1164  HISTORY     - 19910713 GOOD             USPSQD
 DN1164
 DN1164                          STATION DESCRIPTION
 DN1164
 DN1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1164'THE STATION IS LOCATED ABOUT 9.0 MILES WEST OF MC KINNEY.
 DN1164'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY
 DN1164'RED AND WHITE IN COLOR AND 325 FEET HIGH.
 DN1164'
 DN1164'TO REACH FROM THE JUNCTION OF U.S. HWY 75 AND STATE HWY 24
 DN1164'ON THE NORTH SIDE OF MC KINNEY, GO WEST ON STATE HWY 24 FOR
 DN1164'8.7 MILES TO A CROSSROADS, TURN LEFT, SOUTH, AND GO SOUTH ON
 DN1164'A DIRT ROAD FOR 3.0 MILES TO A CROSSROADS, TURNS RIGHT, WEST
 DN1164'FOR 0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DN1164
 DN1164                          STATION RECOVERY (1991)
 DN1164
 DN1164'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1385 ***********************************************************************
 DN1385  DESIGNATION -  ATT CO RELAY TOWER KKO 29
 DN1385  PID         -  DN1385
 DN1385  STATE/COUNTY-  TX/MONTAGUE
 DN1385  USGS QUAD   -  FORESTBURG (1978)
 DN1385
 DN1385                         *CURRENT SURVEY CONTROL
 DN1385  ___________________________________________________________________
 DN1385* NAD 83(1993)-  33 34 24.68222(N)    097 36 04.04081(W)     ADJUSTED  
 DN1385* NAVD 88     -                                                        
 DN1385  ___________________________________________________________________
 DN1385  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 DN1385  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DN1385
 DN1385  HORZ ORDER  -  THIRD
 DN1385
 DN1385.The horizontal coordinates were established by classical geodetic methods
 DN1385.and adjusted by the National Geodetic Survey in February 1996..
 DN1385
 DN1385
 DN1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1385
 DN1385.The geoid height was determined by GEOID03.
 DN1385
 DN1385;                    North         East     Units Scale Factor Converg.
 DN1385;SPC TXNC     - 2,211,811.774   683,447.113   MT  0.99991399   +0 29 24.9
 DN1385;SPC TXNC     - 7,256,585.80  2,242,276.07   sFT  0.99991399   +0 29 24.9
 DN1385;UTM  14      - 3,715,747.242   629,830.364   MT  0.99980781   +0 46 25.3
 DN1385
 DN1385                          SUPERSEDED SURVEY CONTROL
 DN1385
 DN1385  NAD 83(1993)-  33 34 24.68581(N)    097 36 04.03583(W) AD(       ) 4
 DN1385  NAD 83(1986)-  33 34 24.68663(N)    097 36 04.02847(W) AD(       ) 4
 DN1385  NAD 27      -  33 34 24.30800(N)    097 36 02.89600(W) AD(       ) 3
 DN1385
 DN1385.Superseded values are not recommended for survey control.
 DN1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1385.See file dsdata.txt to determine how the superseded data were derived.
 DN1385
 DN1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC2983015747(NAD 83)
 DN1385_MARKER: 55 = TOWER
 DN1385_SETTING: 0 = UNSPECIFIED SETTING
 DN1385
 DN1385  HISTORY     - Date     Condition        Report By
 DN1385  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1385  HISTORY     - 1958     GOOD             USGS
 DN1385  HISTORY     - 1960     GOOD             CGS
 DN1385  HISTORY     - 1969     GOOD             RBNF
 DN1385
 DN1385                          STATION DESCRIPTION
 DN1385
 DN1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1385'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF FORESTBURG
 DN1385'ON TOP OF A HIGH HILL.
 DN1385'
 DN1385'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING TWO LARGE
 DN1385'PARABOLIC ANTENNA, IS PAINTED ALTERNATELY RED AND WHITE AND
 DN1385'HAS AN OVER-ALL HEIGHT OF 235 FEET.
 DN1385'
 DN1385'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TOWER.
 DN1385'
 DN1385'TO REACH THE STATION FROM THE POST OFFICE IN FORESTBURG, GO
 DN1385'NORTH AND WEST ON FARM ROAD NO. 455 FOR 0.2 MILE TO A T ROAD
 DN1385'RIGHT, HERE TURN RIGHT AND GO NORTHERLY FOR 0.05 MILE TO A FORK,
 DN1385'TAKE THE LEFT FORK AND GO NORTHERLY ON A GRAVELED ROAD FOR 3.8
 DN1385'MILES TO THE TOP OF A HILL AND THE STATION ON THE LEFT AS
 DN1385'DESCRIBED.
 DN1385
 DN1385                          STATION RECOVERY (1958)
 DN1385
 DN1385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1385'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-4, STATION 1023.
 DN1385'
 DN1385'RECOVERED BY USGS IN 1958.
 DN1385'
 DN1385'RECOVERED BY NGS IN 1960.
 DN1385'
 DN1385'STATION MARK--TOP AND CENTER OF STEEL TOWER.
 DN1385
 DN1385                          STATION RECOVERY (1960)
 DN1385
 DN1385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1385'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1385'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1385
 DN1385                          STATION RECOVERY (1969)
 DN1385
 DN1385'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1969 (UNK)
 DN1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1285 ***********************************************************************
 DN1285  DESIGNATION -  ATT RELAY TOWER KKH 67
 DN1285  PID         -  DN1285
 DN1285  STATE/COUNTY-  TX/COOKE
 DN1285  USGS QUAD   -  CALLISBURG (1978)
 DN1285
 DN1285                         *CURRENT SURVEY CONTROL
 DN1285  ___________________________________________________________________
 DN1285* NAD 83(1993)-  33 38 43.40473(N)    097 03 26.99844(W)     ADJUSTED  
 DN1285* NAVD 88     -                                                        
 DN1285  ___________________________________________________________________
 DN1285  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 DN1285  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DN1285
 DN1285  HORZ ORDER  -  THIRD
 DN1285
 DN1285.The horizontal coordinates were established by classical geodetic methods
 DN1285.and adjusted by the National Geodetic Survey in February 1996..
 DN1285
 DN1285
 DN1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1285
 DN1285.The geoid height was determined by GEOID03.
 DN1285
 DN1285;                    North         East     Units Scale Factor Converg.
 DN1285;SPC TXNC     - 2,220,343.963   733,802.216   MT  0.99992619   +0 47 12.2
 DN1285;SPC TXNC     - 7,284,578.49  2,407,482.77   sFT  0.99992619   +0 47 12.2
 DN1285;UTM  14      - 3,724,530.957   680,141.101   MT  1.00000007   +1 04 35.5
 DN1285
 DN1285                          SUPERSEDED SURVEY CONTROL
 DN1285
 DN1285  NAD 83(1993)-  33 38 43.40465(N)    097 03 26.99580(W) AD(       ) 4
 DN1285  NAD 83(1986)-  33 38 43.40949(N)    097 03 26.98812(W) AD(       ) 4
 DN1285  NAD 27      -  33 38 43.01300(N)    097 03 25.95200(W) AD(       ) 3
 DN1285
 DN1285.Superseded values are not recommended for survey control.
 DN1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1285.See file dsdata.txt to determine how the superseded data were derived.
 DN1285
 DN1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8014124531(NAD 83)
 DN1285_MARKER: 55 = TOWER
 DN1285
 DN1285  HISTORY     - Date     Condition        Report By
 DN1285  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1285  HISTORY     - 1957     GOOD             CGS
 DN1285  HISTORY     - 19950603 GOOD             USPSQD
 DN1285
 DN1285                          STATION DESCRIPTION
 DN1285
 DN1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1285'THE STATION IS LOCATED ON THE TOP OF A HIGH HILL ABOUT 4-1/2
 DN1285'MILES EAST OF GAINSVILLE AND 0.15 MILE SOUTH OF U.S. HIGHWAY
 DN1285'NO. 82.
 DN1285'
 DN1285'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING FIVE LARGE
 DN1285'DIRECTIONAL ANTENNA, IS PAINTED ALTERNATLEY RED AND WHITE
 DN1285'AND HAS AN OVER-ALL HEIGHT OF 85 FEET.
 DN1285'
 DN1285'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TOWER.
 DN1285'
 DN1285'TO REACH THE STATION FROM THE JUNCTION OF THE BUSINESS ROUTES
 DN1285'OF U.S. HIGHWAY NO. 77 AND U.S. HIGHWAY NO. 82 AT THE NORTHEAST
 DN1285'CORNER OF GAINSVILLE, GO EAST ON U.S. HIGHWAY NO. 82 FOR 4.4
 DN1285'MILES TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH ON A GRAVELED
 DN1285'ROAD FOR 0.15 MILE TO THE TOP OF THE HILL AND THE STATION ON
 DN1285'THE LEFT AS DESCRIBED.
 DN1285
 DN1285                          STATION RECOVERY (1957)
 DN1285
 DN1285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1285'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1285'
 DN1285'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1285
 DN1285                          STATION RECOVERY (1995)
 DN1285
 DN1285'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1066 ***********************************************************************
 CT1066  DESIGNATION -  ATWELL
 CT1066  PID         -  CT1066
 CT1066  STATE/COUNTY-  TX/CALLAHAN
 CT1066  USGS QUAD   -  CROSS PLAINS NORTH (1968)
 CT1066
 CT1066                         *CURRENT SURVEY CONTROL
 CT1066  ___________________________________________________________________
 CT1066* NAD 83(1993)-  32 13 23.15438(N)    099 08 46.30622(W)     ADJUSTED  
 CT1066* NAVD 88     -       626.6    (meters)    2056.     (feet)  VERTCON   
 CT1066  ___________________________________________________________________
 CT1066  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 CT1066  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CT1066
 CT1066  HORZ ORDER  -  FIRST
 CT1066
 CT1066.The horizontal coordinates were established by classical geodetic methods
 CT1066.and adjusted by the National Geodetic Survey in February 1996..
 CT1066
 CT1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1066
 CT1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1066
 CT1066.The geoid height was determined by GEOID03.
 CT1066
 CT1066;                    North         East     Units Scale Factor Converg.
 CT1066;SPC TXNC     - 2,061,891.532   539,089.033   MT  0.99997635   -0 21 08.8
 CT1066;SPC TXNC     - 6,764,722.47  1,768,661.27   sFT  0.99997635   -0 21 08.8
 CT1066;SPC TX C     - 3,284,015.191   811,913.918   MT  1.00010897   +0 36 41.2
 CT1066;SPC TX C     -10,774,306.51  2,663,754.25   sFT  1.00010897   +0 36 41.2
 CT1066;UTM  14      - 3,565,174.279   486,224.525   MT  0.99960234   -0 04 40.6
 CT1066
 CT1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1066!SPC TXNC     -   0.99990593  x   0.99997635  =   0.99988228
 CT1066!SPC TX C     -   0.99990593  x   1.00010897  =   1.00001489
 CT1066!UTM  14      -   0.99990593  x   0.99960234  =   0.99950831
 CT1066
 CT1066:                Primary Azimuth Mark                     Grid Az
 CT1066:SPC TXNC     -  RISING STAR MUNICIPAL TANK               129 43 19.8
 CT1066:SPC TX C     -  RISING STAR MUNICIPAL TANK               128 45 29.8
 CT1066:UTM  14      -  RISING STAR MUNICIPAL TANK               129 26 51.6
 CT1066
 CT1066|---------------------------------------------------------------------|
 CT1066| PID    Reference Object                     Distance      Geod. Az  |
 CT1066|                                                           dddmmss.s |
 CT1066| CT1017 RISING STAR MUNICIPAL TANK          APPROX.22.1 KM 1292211.0 |
 CT1066| CX7526 ATWELL AZ MK                                       1840404.8 |
 CT1066| CT1068 CROSS PLAINS IRRIGATION TANK        APPROX.10.2 KM 1871155.9 |
 CT1066| CX7527 ATWELL RM 1                          18.200 METERS 24521     |
 CT1066| CX7528 ATWELL RM 2                          20.552 METERS 35035     |
 CT1066|---------------------------------------------------------------------|
 CT1066
 CT1066                          SUPERSEDED SURVEY CONTROL
 CT1066
 CT1066  NAD 83(1986)-  32 13 23.16073(N)    099 08 46.29543(W) AD(       ) 1
 CT1066  NAD 27      -  32 13 22.67100(N)    099 08 45.05400(W) AD(       ) 1
 CT1066  NGVD 29 (07/28/98)  626.5    (m)         2055.     (f) VERT ANG       
 CT1066
 CT1066.Superseded values are not recommended for survey control.
 CT1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1066.See file dsdata.txt to determine how the superseded data were derived.
 CT1066
 CT1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA8622565174(NAD 83)
 CT1066_MARKER: DS = TRIANGULATION STATION DISK
 CT1066_SETTING: 66 = SET IN ROCK OUTCROP
 CT1066_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CT1066_PROJECTION: FLUSH
 CT1066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT1066+STABILITY: POSITION/ELEVATION WELL
 CT1066
 CT1066  HISTORY     - Date     Condition        Report By
 CT1066  HISTORY     - 1935     MONUMENTED       CGS
 CT1066  HISTORY     - 1938     GOOD             TXHD
 CT1066  HISTORY     - 1949     MARK NOT FOUND   CGS
 CT1066  HISTORY     - 1957     GOOD             CGS
 CT1066  HISTORY     - 1966     GOOD             USGS
 CT1066  HISTORY     - 1975     GOOD             NGS
 CT1066
 CT1066                          STATION DESCRIPTION
 CT1066
 CT1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1066'STATION IS LOCATED ABOUT 7 MILES N AND A LITTLE E OF CROSS PLAINS,
 CT1066'ON THE E END OF A SHORT FLAT-TOPPED RIDGE WHICH IS PARTIALLY
 CT1066'COVERED WITH SCRUB TIMBER.
 CT1066'
 CT1066'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 CT1066'BEDROCK AND IS ABOUT 1 FOOT UNDERGROUND.
 CT1066'
 CT1066'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CT1066'CONCRETE.
 CT1066'
 CT1066'REFERENCE MARK NO. 1 IS W OF STATION, SET ON S SIDE OF RIDGE NEAR
 CT1066'EDGE OF SLOPE.
 CT1066'
 CT1066'REFERENCE MARK NO. 2 IS N OF STATION SET ON N SIDE OF RIDGE
 CT1066'NEAR EDGE OF SLOPE.
 CT1066'
 CT1066'AZIMUTH MARK IS S OF STATION.  TO REACH AZIMUTH GO S ON DIRT
 CT1066'ROAD 1.2 MILES FROM GATE MENTIONED BELOW OR 0.05 MILE S OF
 CT1066'GATE IN E FENCE LINE TO MARK WHICH IS 21 FEET W OF CENTER LINE
 CT1066'OF DIRT ROAD AND 1 FOOT E OF W RIGHT-OF-WAY FENCE LINE.
 CT1066'
 CT1066'REACHED FROM THE CITIZENS STATE BANK IN CROSS PLAINS, BY GOING
 CT1066'N 0.6 MILE TO END OF STREET, TURN W FOR 0.2 MILE, THENCE N ON
 CT1066'MAIN TRAVELED ROAD FOR 3.2 MILES TO SECTION LINE ROAD E.  GO
 CT1066'E FOR 1.35 MILES TO ROAD N.  (THERE IS A SCHOOLHOUSE 0.15 MILE
 CT1066'E OF THIS CORNER).  GO N 3.5 MILES OR 0.8 MILE BEYOND HOUSE
 CT1066'ON E SIDE OF ROAD TO A GATE IN W FENCE LINE, PASS THROUGH GATE
 CT1066'AND GO S AND SW 0.35 MILE TO TOP OF RIDGE AND STATION.
 CT1066
 CT1066                          STATION RECOVERY (1938)
 CT1066
 CT1066'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CT1066'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CT1066'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.  DESCRIPTION
 CT1066'AS GIVEN IN REACHING STATION IS SATISFACTORY.
 CT1066
 CT1066                          STATION RECOVERY (1949)
 CT1066
 CT1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HWH)
 CT1066'STATION MARKER HAS BEEN DESTROYED, POSITION LOCATED FROM
 CT1066'REFERENCE MARKERS.
 CT1066'
 CT1066'TO REACH STATION FROM MAIN STREET AND INTERSECTION OF S.H. 206
 CT1066'AND 36 IN CROSS PLAINS, GO NORTH ALONG MAIN STREET FOR 0.5 MILE
 CT1066'TO T-INTERSECTION, TURN LEFT AND GO 0.24 MILE WEST, THENCE
 CT1066'RIGHT ALONG MAIN TRAVELED ROAD GOING NORTH FOR 1.97 MILES TO
 CT1066'ROAD ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD AND GO 2.56 MILES
 CT1066'TO T-INTERSECTION.  TURN LEFT AND GO WEST FOR 0.15 MILES TO ROAD
 CT1066'RIGHT.  TURN RIGHT AND GO NORTH 3.09 MILES TO GATE ON LEFT.
 CT1066'GO THROUGH GATE AND FOLLOW TRAIL SOUTHWEST ABOUT 600 FEET
 CT1066'TO TOP OF RIDGE AND STATION.
 CT1066
 CT1066                          STATION RECOVERY (1957)
 CT1066
 CT1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1066'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT1066'CONDITION.  THE TOP OF THE HILL, ON WHICH THE STATION IS LOCATED,
 CT1066'IS BARE.
 CT1066'
 CT1066'THE DESCRIPTION TO REACH THE STATION FROM CROSS PLAINS IS
 CT1066'ADEQUATE.
 CT1066
 CT1066                          STATION RECOVERY (1966)
 CT1066
 CT1066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CT1066'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32099-2, STATION 1001.
 CT1066'RECOVERED BY USGS IN 1966.
 CT1066'STATION MARK--STANDARD USC AND GS DISK WEDGED IN DRILL HOLE IN BEDROCK
 CT1066'AND IS ABOUT 1 FT. BELOW SURFACE.
 CT1066
 CT1066                          STATION RECOVERY (1975)
 CT1066
 CT1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (MB)
 CT1066'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 CT1066'
 CT1066'ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1180 ***********************************************************************
 DN1180  DESIGNATION -  AUBREY MUNICIPAL TANK
 DN1180  PID         -  DN1180
 DN1180  STATE/COUNTY-  TX/DENTON
 DN1180  USGS QUAD   -  AUBREY (1960)
 DN1180
 DN1180                         *CURRENT SURVEY CONTROL
 DN1180  ___________________________________________________________________
 DN1180* NAD 83(1993)-  33 18 09.11216(N)    096 59 03.56189(W)     ADJUSTED  
 DN1180* NAVD 88     -                                                        
 DN1180  ___________________________________________________________________
 DN1180  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 DN1180  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 DN1180
 DN1180  HORZ ORDER  -  THIRD
 DN1180
 DN1180.The horizontal coordinates were established by classical geodetic methods
 DN1180.and adjusted by the National Geodetic Survey in February 1996..
 DN1180
 DN1180
 DN1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1180
 DN1180.The geoid height was determined by GEOID03.
 DN1180
 DN1180;                    North         East     Units Scale Factor Converg.
 DN1180;SPC TXNC     - 2,182,419.745   741,138.002   MT  0.99988217   +0 49 35.9
 DN1180;SPC TXNC     - 7,160,155.45  2,431,550.26   sFT  0.99988217   +0 49 35.9
 DN1180;UTM  14      - 3,686,639.330   687,666.422   MT  1.00003423   +1 06 25.4
 DN1180
 DN1180                          SUPERSEDED SURVEY CONTROL
 DN1180
 DN1180  NAD 83(1993)-  33 18 09.11284(N)    096 59 03.55502(W) AD(       ) 4
 DN1180  NAD 83(1986)-  33 18 09.11716(N)    096 59 03.54931(W) AD(       ) 4
 DN1180  NAD 27      -  33 18 08.69400(N)    096 59 02.52500(W) AD(       ) 3
 DN1180
 DN1180.Superseded values are not recommended for survey control.
 DN1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1180.See file dsdata.txt to determine how the superseded data were derived.
 DN1180
 DN1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8766686639(NAD 83)
 DN1180_MARKER: 53 = ELEVATED TANK
 DN1180
 DN1180  HISTORY     - Date     Condition        Report By
 DN1180  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1180  HISTORY     - 1957     GOOD             CGS
 DN1180  HISTORY     - 19950706 GOOD             USPSQD
 DN1180  HISTORY     - 19980224 GOOD             USPSQD
 DN1180
 DN1180                          STATION DESCRIPTION
 DN1180
 DN1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1180'THE STATION IS LOCATED AT THE EXTREME EAST EDGE OF AUBREY.
 DN1180'
 DN1180'IT IS A DOME SHAPED TANK WITH A BALL AT THE TOP AND CENTER, IS
 DN1180'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL
 DN1180'HEIGHT OF 110 FEET.
 DN1180'
 DN1180'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TANK.
 DN1180
 DN1180                          STATION RECOVERY (1957)
 DN1180
 DN1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1180'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DN1180'PROCEEDING TO STATION SITE ARE CORRECT.
 DN1180
 DN1180                          STATION RECOVERY (1995)
 DN1180
 DN1180'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1180'RECOVERED IN GOOD CONDITION.
 DN1180
 DN1180                          STATION RECOVERY (1998)
 DN1180
 DN1180'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1303 ***********************************************************************
 AJ1303  DESIGNATION -  AUFTE
 AJ1303  PID         -  AJ1303
 AJ1303  STATE/COUNTY-  TX/JIM HOGG
 AJ1303  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ1303
 AJ1303                         *CURRENT SURVEY CONTROL
 AJ1303  ___________________________________________________________________
 AJ1303* NAD 83(1993)-  27 09 39.55100(N)    098 30 35.81111(W)     ADJUSTED  
 AJ1303* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 AJ1303  ___________________________________________________________________
 AJ1303  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 AJ1303  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AJ1303
 AJ1303  HORZ ORDER  -  THIRD
 AJ1303
 AJ1303.The horizontal coordinates were established by classical geodetic methods
 AJ1303.and adjusted by the National Geodetic Survey in February 1996..
 AJ1303
 AJ1303.The orthometric height was scaled from a topographic map.
 AJ1303
 AJ1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1303
 AJ1303.The geoid height was determined by GEOID03.
 AJ1303
 AJ1303;                    North         East     Units Scale Factor Converg.
 AJ1303;SPC TX S     - 5,165,558.164   299,014.169   MT  0.99989867   -0 00 16.3
 AJ1303;SPC TX S     -16,947,335.41    981,015.65   sFT  0.99989867   -0 00 16.3
 AJ1303;UTM  14      - 3,004,360.954   548,551.568   MT  0.99962910   +0 13 25.4
 AJ1303
 AJ1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1303!SPC TX S     -   0.99998478  x   0.99989867  =   0.99988346
 AJ1303!UTM  14      -   0.99998478  x   0.99962910  =   0.99961389
 AJ1303
 AJ1303|---------------------------------------------------------------------|
 AJ1303| PID    Reference Object                     Distance      Geod. Az  |
 AJ1303|                                                           dddmmss.s |
 AJ1303| CV2470 AUFTE RM 1                           18.855 METERS 16913     |
 AJ1303| CV2471 AUFTE RM 2                           19.945 METERS 30520     |
 AJ1303| CV2469 AUFTE AZ MK                                        3373849.2 |
 AJ1303|---------------------------------------------------------------------|
 AJ1303
 AJ1303                          SUPERSEDED SURVEY CONTROL
 AJ1303
 AJ1303  NAD 83(1986)-  27 09 39.55677(N)    098 30 35.78287(W) AD(       ) 3
 AJ1303  NAD 27      -  27 09 38.39850(N)    098 30 34.73320(W) AD(       ) 3
 AJ1303
 AJ1303.Superseded values are not recommended for survey control.
 AJ1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1303.See file dsdata.txt to determine how the superseded data were derived.
 AJ1303
 AJ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4855204361(NAD 83)
 AJ1303_MARKER: DS = TRIANGULATION STATION DISK
 AJ1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1303
 AJ1303  HISTORY     - Date     Condition        Report By
 AJ1303  HISTORY     - 1961     MONUMENTED       CGS
 AJ1303
 AJ1303                          STATION DESCRIPTION
 AJ1303
 AJ1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1303'THE STATION IS APPROXIMATELY 14-1/2 MILES SOUTHEAST OF HEBBRONVILLE,
 AJ1303'7-1/2 MILES SOUTH OF STATE HIGHWAY 285, 5 MILES EAST OF FARM
 AJ1303'ROAD 1017 AND 0.5 MILE WEST OF JIM HOGG BROOKS COUNTY LINE,
 AJ1303'ON THE PROPERTY OF THE JONES RANCH.
 AJ1303'
 AJ1303'TO REACH THE STATION FROM STATE HIGHWAYS 285 AND 359 IN
 AJ1303'HEBBRONVILLE, GO SOUTH AND EAST ON HIGHWAY 285 FOR 1.5 MILES
 AJ1303'TO THE JUNCTION OF STATE HIGHWAY 285 AND FARM ROAD 1017.
 AJ1303'TURN RIGHT, SOUTH, ON FARM ROAD 1017 FOR 8.55 MILES TO A
 AJ1303'SIDE ROAD LEFT AT THE START OF A CURVE IN THE HIGHWAY, TURN
 AJ1303'LEFT, EAST, ON CALICHE ROAD FOR 4.1 MILES TO A SIDE ROAD RIGHT.
 AJ1303'CONTINUE EAST ON THE MAIN ROAD FOR 1.6 MILES TO A GATE.
 AJ1303'PASS THROUGH THE GATE AND CONTINUE ON THE MAIN ROAD FOR 1.0
 AJ1303'MILE TO A GATE AND ROAD FORK JUST BEYOND.  PASS THROUGH THE
 AJ1303'GATE AND TAKE THE RIGHT FORK, SOUTH, FOR 0.3 MILE TO A
 AJ1303'RAVINE.  CROSS THROUGH THE RAVINE AND CONTINUE ON THE MAIN
 AJ1303'SAND ROAD FOR 0.1 MILE TO A ROAD FORK.  TAKE THE LEFT FORK
 AJ1303'AND GO 0.35 MILE TO A ROAD FORK.  TAKE THE LEFT FORK AND GO
 AJ1303'0.6 MILE TO A ROAD FORK AND THE AZIMUTH MARK ON THE LEFT.
 AJ1303'TAKE THE RIGHT FORK AND GO SOUTHEAST ON THE MAIN SAND ROAD
 AJ1303'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 AJ1303'
 AJ1303'THE STATION MARKS ARE STANDARD DISKS STAMPED AUFTE 1961,
 AJ1303'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH
 AJ1303'PROJECTS 4 INCHES.  IT IS 218 FEET SOUTHWEST OF THE CENTER
 AJ1303'OF A TRACK ROAD, 29.5 FEET NORTHEAST OF A LONE 4-TRUNKED TREE
 AJ1303'AND 4.6 FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 AJ1303'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 AJ1303'THE SURFACE OF THE GROUND.
 AJ1303'
 AJ1303'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AUFTE NO 1 1961,
 AJ1303'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AJ1303'IT IS 240 FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD
 AJ1303'AND 53 FEET SOUTHEAST OF THE LONE 4-TRUNKED TREE.
 AJ1303'
 AJ1303'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AUFTE NO 2
 AJ1303'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AJ1303'INCHES.  IT IS 243 FEET SOUTHWEST OF THE CENTER OF THE TRACK
 AJ1303'ROAD AND 65.5 FEET NORTH OF THE LONE 4-TRUNKED TREE.
 AJ1303'
 AJ1303'AZIMUTH MARK, A STANDARD DISK STAMPED AUFTE 1961, IS SET
 AJ1303'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 AJ1303'76 FEET NORTHWEST OF THE CENTER OF THE ROAD FORK, 14 FEET
 AJ1303'NORTHEAST OF THE CENTER OF THE TRACK ROAD AND 2.6 FEET EAST
 AJ1303'OF A METAL WITNESS POST.
 AJ1303'
 AJ1303'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0504 ***********************************************************************
 BO0504  DESIGNATION -  AUGUSTINE
 BO0504  PID         -  BO0504
 BO0504  STATE/COUNTY-  TX/CROCKETT
 BO0504  USGS QUAD   -  DOUBLE MILL DRAW SE (1982)
 BO0504
 BO0504                         *CURRENT SURVEY CONTROL
 BO0504  ___________________________________________________________________
 BO0504* NAD 83(1993)-  30 48 35.09533(N)    101 02 33.50512(W)     ADJUSTED  
 BO0504* NAVD 88     -       763.     (meters)    2503.     (feet)  SCALED    
 BO0504  ___________________________________________________________________
 BO0504  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 BO0504  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 BO0504
 BO0504  HORZ ORDER  -  SECOND
 BO0504
 BO0504.The horizontal coordinates were established by classical geodetic methods
 BO0504.and adjusted by the National Geodetic Survey in February 1996..
 BO0504
 BO0504.The orthometric height was scaled from a topographic map.
 BO0504
 BO0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0504
 BO0504.The geoid height was determined by GEOID03.
 BO0504
 BO0504;                    North         East     Units Scale Factor Converg.
 BO0504;SPC TX C     - 3,126,932.675   632,132.153   MT  0.99988731   -0 21 55.2
 BO0504;SPC TX C     -10,258,944.95  2,073,920.24   sFT  0.99988731   -0 21 55.2
 BO0504;UTM  14      - 3,410,302.171   304,591.283   MT  1.00007105   -1 02 47.6
 BO0504
 BO0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0504!SPC TX C     -   0.99988385  x   0.99988731  =   0.99977117
 BO0504!UTM  14      -   0.99988385  x   1.00007105  =   0.99995489
 BO0504
 BO0504|---------------------------------------------------------------------|
 BO0504| PID    Reference Object                     Distance      Geod. Az  |
 BO0504|                                                           dddmmss.s |
 BO0504| CH7879 AUGUSTINE RM 1                       30.411 METERS 05717     |
 BO0504| BO0500 MAYER                               APPROX.17.0 KM 1021146.9 |
 BO0504| CH7880 AUGUSTINE RM 2                       38.298 METERS 17501     |
 BO0504| CH7878 AUGUSTINE AZ MK                                    3233640.0 |
 BO0504|---------------------------------------------------------------------|
 BO0504
 BO0504                          SUPERSEDED SURVEY CONTROL
 BO0504
 BO0504  NAD 83(1986)-  30 48 35.10188(N)    101 02 33.49205(W) AD(       ) 2
 BO0504  NAD 27      -  30 48 34.47300(N)    101 02 32.11100(W) AD(       ) 2
 BO0504
 BO0504.Superseded values are not recommended for survey control.
 BO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0504.See file dsdata.txt to determine how the superseded data were derived.
 BO0504
 BO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV0459110302(NAD 83)
 BO0504_MARKER: DS = TRIANGULATION STATION DISK
 BO0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0504
 BO0504  HISTORY     - Date     Condition        Report By
 BO0504  HISTORY     - 1943     MONUMENTED       CGS
 BO0504  HISTORY     - 1949     GOOD             LOCENG
 BO0504  HISTORY     - 1967     GOOD             CGS
 BO0504
 BO0504                          STATION DESCRIPTION
 BO0504
 BO0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0504'STATION IS LOCATED 12 MILES N OF OZONA BY AIR LINE, AND 2 MILES
 BO0504'SW OF THE BOYD CLAYTON RANCH BY AIR LINE.
 BO0504'
 BO0504'STATION IS MARKED BY A BRONZE TRIANGULATION-STATION DISK,
 BO0504'STAMPED AUGUSTINE 1943, AND SET IN THE TOP OF A 10-INCH SQUARE
 BO0504'BLOCK OF CONCRETE, THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 BO0504'
 BO0504'REFERENCE MARK NO. 1 IS E OF THE STATION, A BRONZE REFERENCE-MARK
 BO0504'DISK, STAMPED AUGUSTINE NO. 1 1943, AND SET IN THE TOP OF A
 BO0504'10-INCH SQUARE BLOCK OF CONCRETE, AND PROJECTS 6 INCHES ABOVE
 BO0504'THE GROUND.
 BO0504'
 BO0504'REFERENCE MARK NO. 2 IS SW OF THE STATION, A BRONZE REFERENCE-MARK
 BO0504'DISK, STAMPED AUGUSTINE NO. 2 1943, AND CEMENTED IN A DRILL
 BO0504'HOLE IN ROCK OUTCROPPING THAT PROJECTS 5 INCHES ABOVE THE
 BO0504'GROUND.
 BO0504'
 BO0504'THE AZIMUTH MARK IS N OF THE STATION, AND 40 FEET W OF THE
 BO0504'INTERSECTION OF DIM TRACKS LEADING TO THE STATION, AND 20 FEET
 BO0504'SW OF THE CENTER LINE OF A TRACK ROAD LEADING NW, AND IS
 BO0504'CEMENTED IN A DRILL HOLE IN ROCK OUTCROPPING, A BRONZE
 BO0504'AZIMUTH-MARK DISK, STAMPED AUGUSTINE 1943.
 BO0504'
 BO0504'TO REACH FROM JUNCTION OF U.S. HIGHWAY 290 AND STATE HIGHWAY
 BO0504'163, IN OZONA, PROCEED EASTWARD ON U.S. HIGHWAY 290 FOR 6.4
 BO0504'MILES TO CROSSROADS, SIGN RIGHT SIDE OF HIGHWAY PON SEABORN,
 BO0504'BUMPER GATE ON LEFT.  TURN LEFT OFF HIGHWAY THROUGH BUMPER
 BO0504'GATE, AND FOLLOW GRADED ROAD NORTHERLY 4.1 MILES.  CONTINUE
 BO0504'STRAIGHT AHEAD ON LEFT-HAND ROAD FOR 5.0 MILES.  TAKE LEFT-HAND
 BO0504'ROAD THROUGH BUMPER GATE TO THE LEFT OF RANCH BUILDINGS, AND
 BO0504'FOLLOW THE GRADED ROAD 1.4 MILES TO TRACK ROAD LEADING LEFT,
 BO0504'ABOUT 75 YARDS BEFORE REACHING BUMPER GATE.  TURN LEFT OFF
 BO0504'THE GRADED ROAD, CROSS SMALL WASH AND FOLLOW TRACK ROAD WNW
 BO0504'0.4 MILE TO BOARD GATE.  PASS THROUGH GATE AND FOLLOW ROAD W
 BO0504'ALONG S SIDE OF FENCE LINE 1.7 MILES TO THREE BOARD GATES AND
 BO0504'A FOUR-WAY INTERSECTION.  CONTINUE STRAIGHT AHEAD
 BO0504'THROUGH TWO SOUTH GATES, THENCE TURN LEFT AND FOLLOW TRACK
 BO0504'ROAD SSW 0.7 MILE (ONLY TRACKS LEADING TOWARD A GROUP OF
 BO0504'LARGE OAK TREES) TO BRUSHY MESQUITE TREE.  TURN LEFT AND GO
 BO0504'ACROSS COUNTRY SE 0.3 MILE TO SUMMIT AND STATION.  STATION IS
 BO0504'LOCATED ON A LARGE FLAT PLATEAU, 0.3 MILE S OF A TRACK ROAD
 BO0504'LEADING NW.
 BO0504'
 BO0504'A 64-FOOT TOWER WAS USED OVER THE STATION.  A 20-FOOT TOWER
 BO0504'ADEQUATE TO CLEAR THE LOCAL BRUSH.
 BO0504
 BO0504                          STATION RECOVERY (1949)
 BO0504
 BO0504'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0504'STATION RECOVERED BY MAGNOLIA PET CO.
 BO0504'
 BO0504'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  IN
 BO0504'DESCRIPTION FOR REACHING STATION, BUMP GATE 6.4 MILES E OF OZONA
 BO0504'ON HIGHWAY 290 HAS BEEN REPLACED BY CATTLEGUARD.  ALSO, SIGN
 BO0504'READING BOB BAILEY - QUARTER HORSES - 10 MILES HAS BEEN
 BO0504'ERECTED.  OTHERWISE, DESCRIPTION IS GOOD.
 BO0504
 BO0504                          STATION RECOVERY (1967)
 BO0504
 BO0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JGD)
 BO0504'STATION RECOVERED IN GOOD CONDITION.
 BO0504'
 BO0504'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 290 AND
 BO0504'STATE HIGHWAY 163 IN OZONA PROCEED 7.1 MILES E ON U.S. HWY 290 TO
 BO0504'GRAVEL CROSS-ROAD.  THENCE 5.6 MILES N ON GRAVEL ROAD TO T-ROAD
 BO0504'LEADING NW.  THENCE 3.3 MILES NW ON T-ROAD TO TRACK ROAD
 BO0504'LEADING NE.  THENCE 0.8 MILES NE ON TRACK ROAD PASSING THROUGH
 BO0504'WIRE GATE ON FENCE TO OLD TRACK ROAD LEADING SE.  THENCE 0.6
 BO0504'MILES NE ON SAME TRACK ROAD.  THENCE 0.4 MILES E CROSS COUNTRY
 BO0504'TO STATION.  STATION IS 56 FEET E OF CENTER LINE OF DIM TRAIL
 BO0504'AND 112 FEET SSE OF MESQUITE BUSH ON E SIDE OF DIM TRAIL.
 BO0504'REFERENCE MARKS AND AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 BO0504'
 BO0504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS
 BO0504'LOCATED 12 MILES N OF OZONA BY AIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0824 ***********************************************************************
 BP0824  DESIGNATION -  AUGUSTINE
 BP0824  PID         -  BP0824
 BP0824  STATE/COUNTY-  TX/PECOS
 BP0824  USGS QUAD   -  HAT-A RANCH (1969)
 BP0824
 BP0824                         *CURRENT SURVEY CONTROL
 BP0824  ___________________________________________________________________
 BP0824* NAD 83(1993)-  30 40 22.40150(N)    102 11 21.90812(W)     ADJUSTED  
 BP0824* NAVD 88     -       927.3    (meters)    3042.     (feet)  VERTCON   
 BP0824  ___________________________________________________________________
 BP0824  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BP0824  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 BP0824
 BP0824  HORZ ORDER  -  SECOND
 BP0824
 BP0824.The horizontal coordinates were established by classical geodetic methods
 BP0824.and adjusted by the National Geodetic Survey in February 1996..
 BP0824
 BP0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0824
 BP0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0824
 BP0824.The geoid height was determined by GEOID03.
 BP0824
 BP0824;                    North         East     Units Scale Factor Converg.
 BP0824;SPC TX C     - 3,113,028.700   522,160.097   MT  0.99989808   -0 57 21.6
 BP0824;SPC TX C     -10,213,328.33  1,713,120.25   sFT  0.99989808   -0 57 21.6
 BP0824;SPC TXSC     - 4,318,893.783   294,358.491   MT  1.00013579   -1 33 45.1
 BP0824;SPC TXSC     -14,169,570.69    965,741.15   sFT  1.00013579   -1 33 45.1
 BP0824;UTM  13      - 3,396,721.701   769,278.784   MT  1.00049459   +1 26 04.7
 BP0824
 BP0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0824!SPC TX C     -   0.99985803  x   0.99989808  =   0.99975613
 BP0824!SPC TXSC     -   0.99985803  x   1.00013579  =   0.99999380
 BP0824!UTM  13      -   0.99985803  x   1.00049459  =   1.00035255
 BP0824
 BP0824|---------------------------------------------------------------------|
 BP0824| PID    Reference Object                     Distance      Geod. Az  |
 BP0824|                                                           dddmmss.s |
 BP0824| CH7876 AUGUSTINE RM 1                       31.443 METERS 11442     |
 BP0824| CH7875 AUGUSTINE AZ MK                                    1314124.4 |
 BP0824| CH9824 WINDMILL                                           23130     |
 BP0824|---------------------------------------------------------------------|
 BP0824
 BP0824                          SUPERSEDED SURVEY CONTROL
 BP0824
 BP0824  NAD 83(1986)-  30 40 22.40708(N)    102 11 21.90742(W) AD(       ) 2
 BP0824  NAD 27      -  30 40 21.82100(N)    102 11 20.43100(W) AD(       ) 2
 BP0824  NGVD 29 (07/19/86)  927.0    (m)         3041.     (f) VERT ANG       
 BP0824
 BP0824.Superseded values are not recommended for survey control.
 BP0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0824.See file dsdata.txt to determine how the superseded data were derived.
 BP0824
 BP0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP6927996722(NAD 83)
 BP0824_MARKER: DS = TRIANGULATION STATION DISK
 BP0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0824
 BP0824  HISTORY     - Date     Condition        Report By
 BP0824  HISTORY     - 1935     MONUMENTED       CGS
 BP0824  HISTORY     - 1958     GOOD             CONOCO
 BP0824  HISTORY     - 1967     GOOD             USGS
 BP0824
 BP0824                          STATION DESCRIPTION
 BP0824
 BP0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0824'THIS STATION IS ABOUT 21-1/2 MILES W OF SHEFFIELD, AND IS IN
 BP0824'SECTION 75, BLOCK 2 ON THE W END AND HIGHEST PART OF A LONG,
 BP0824'E AND W RIDGE, AND ABOUT 75 YARDS NE OF WALTER AUGUSTINES
 BP0824'RESIDENCE, IT IS LOCATED 20.25 FEET NNE OF THE CENTER OF A
 BP0824'LARGE WELL PUMP-SHAFT AND 14.2 FEET SE OF A LARGE CEMENT
 BP0824'WATER TANK.  THE MARK PROJECTS 3 INCHES.
 BP0824'
 BP0824'SURFACE, UNDERGROUND, REFERNCE MARK NO. 1 AND AZIMUTH MARKS
 BP0824'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BP0824'
 BP0824'REFERENCE MARK NO. 1 IS ESE OF THE STATION AND PROJECTS 8
 BP0824'INCHES.  IT IS 15.75 FEET W OF THE NW CORNER OF A SMALL
 BP0824'HOUSE AND 1-1/2 FEET S OF A CORRAL FENCE.
 BP0824'
 BP0824'REFERENCE MARK NO. 2 IS THE U.S.G.S. TRIANGULATION STATION
 BP0824'WINDMILL, WHICH IS MARKED BY A STANDARD U.S.G.S. DISK SET IN A
 BP0824'DRILL HOLE IN THE CONCRETE BLOCK WHICH SURROUNDS THE PUMP
 BP0824'SHAFT OF A LARGE WELL, (2 FEET NW FROM THE CENTER OF THE PUMP
 BP0824'SHAFT).  IT IS SW OF THE STATION, 17.5 FEET SE OF A LARGE
 BP0824'CONCRETE WATER TANK AND 17.25 FEET E OF A SMALL CONCRETE
 BP0824'WATER TANK.
 BP0824'
 BP0824'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 290
 BP0824'WITH THE GRADED ROAD TO IRAAN, (THIS JUNCTION IS 23 MILES NW
 BP0824'OF SHEFFIELD).  FROM THE JUNCTION DRIVE NORTHWESTERLY ON
 BP0824'U.S. HIGHWAY 290 FOR 9.2 MILES.  AT A SIGN TO SHEBINA AND HAT
 BP0824'RANCHES 50 FEET W OF A CONCRETE BRIDGE, LEAVE U.S. HIGHWAY
 BP0824'290, TURN LEFT ACROSS A CATTLE GUARD, AND DRIVE SOUTHERLY
 BP0824'ON A BLADED ROAD FOR 5.7 MILES, (PASSING E OF A DIRT TANK AT
 BP0824'2.6 MILES).  AT A SIGN TO HAT RANCH, TAKE THE LEFT FORK
 BP0824'STRAIGHT AHEAD FOR 3.3 MILES, (CORSSING A FLAT AND UP A
 BP0824'CANYON).  AT THE TOP OF THE MESA TAKE THE RIGHT FORK (MAIN
 BP0824'ROAD) AND GO SOUTHWESTERLY ON A BLADED ROAD FOR 2.2
 BP0824'MILES, (CROSSING A CATTLE GUARD AT 0.8 MILE).  CROSS A
 BP0824'CATTLE GUARD BY AN OLD AUTOMOBILE CHASIS AND CONTINUE
 BP0824'SOUTHERLY ON THE MAIN BLADED ROAD FOR 3.4 MILES.  FROM
 BP0824'A CROSS ROAD JUST N OF A CATTLE GUARD AT A SIGN HAT
 BP0824'RANCH CONTINUE STRAIGHT AHEAD, SOUTHERLY, ON THE MAIN
 BP0824'ROAD FOR 3.8 MILES TO THE AUGUSTINE RANCH AND THE
 BP0824'STATION.
 BP0824'
 BP0824'THE REFERENCE MARKS AND THE AZIMUTH MARK ARE VISIBLE FROM THE
 BP0824'GROUND.
 BP0824'
 BP0824'A 15-FOOT STAND WILL CLEAR THE LINES TO STATIONS CEDAR (U.S.G.S.),
 BP0824'SLAUGHTER AND MITCHELL.
 BP0824'
 BP0824'A 15-FOOT STAND WILL CLEAR THE LINES TO STATIONS YATES AND
 BP0824'MOSER, WITH 25-FOOT STANDS AT THESE STATIONS.
 BP0824'
 BP0824'HEIGHT OF LIGHT ABOVE STATION MARK - 4.14 METERS.
 BP0824
 BP0824                          STATION RECOVERY (1958)
 BP0824
 BP0824'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1958 (RLB)
 BP0824'STATION MARK RECOVERED IN GOOD CONDITION.
 BP0824'
 BP0824'DESCRIPTION IS SUFFICIENT.  BLADED ROAD IN DESCRIPTION FROM
 BP0824'HIGHWAY IS NOW A WIDE GRADED ROAD THAT CAN BE FOLLOWED DIRECTLY
 BP0824'TO AUGUSTINE RANCH HOUSE (APPROX. 20 MILES).  THERE ARE NOW 2
 BP0824'WINDMILLS AT RANCH HOUSE THUS MAKING IT EASIER TO RECOGNIZE
 BP0824'FROM A DISTANCE.
 BP0824'
 BP0824'REFERENCE MARK NO. 2 (U.S.G.S. B.M.) MAY BE DISTURBED.  ANGLE
 BP0824'BETWEEN R.M. 1 AND THE AZIMUTH MARK CHECKS WITH U.S.C AND
 BP0824'G.S.
 BP0824'
 BP0824'ANGLE BETWEEN THE AZIMUTH MARK AND R.M. 2 DOES NOT CHECK WITH
 BP0824'U.S.C. AND G.S. (ANGLES TURNED WITH A WILD T-2, ONE SECOND
 BP0824'THEODOLITE.)
 BP0824'
 BP0824'DISTANCE CHECKS WERE NOT MADE TO THE REFERENCE MARKS.  IF R.M.
 BP0824'2 HAS BEEN DISTURBED IT IS NOT APPARENT TO THE EYE.
 BP0824
 BP0824                          STATION RECOVERY (1967)
 BP0824
 BP0824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BP0824'STATION MARK - STANDARD NGS DISK SET IN CONCRETE, STAMPED
 BP0824'---AUGUSTINE 1935---.
 BP0824'
 BP0824'NOTE - REFERENCE MARK NO.2 IS USGS STATION ---WINDMILL 1917---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0626 ***********************************************************************
 DP0626  DESIGNATION -  AUGUSTUS
 DP0626  PID         -  DP0626
 DP0626  STATE/COUNTY-  TX/GARZA
 DP0626  USGS QUAD   -  COOPER CREEK (1969)
 DP0626
 DP0626                         *CURRENT SURVEY CONTROL
 DP0626  ___________________________________________________________________
 DP0626* NAD 83(1993)-  33 07 05.37541(N)    101 16 50.32408(W)     ADJUSTED  
 DP0626* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 DP0626  ___________________________________________________________________
 DP0626  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 DP0626  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 DP0626
 DP0626  HORZ ORDER  -  SECOND
 DP0626
 DP0626.The horizontal coordinates were established by classical geodetic methods
 DP0626.and adjusted by the National Geodetic Survey in February 1996..
 DP0626
 DP0626.The orthometric height was scaled from a topographic map.
 DP0626
 DP0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0626
 DP0626.The geoid height was determined by GEOID03.
 DP0626
 DP0626;                    North         East     Units Scale Factor Converg.
 DP0626;SPC TXNC     - 2,164,389.673   340,549.842   MT  0.99987329   -1 30 59.6
 DP0626;SPC TXNC     - 7,101,001.79  1,117,287.27   sFT  0.99987329   -1 30 59.6
 DP0626;UTM  14      - 3,666,700.867   287,213.206   MT  1.00015830   -1 14 47.5
 DP0626
 DP0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0626!SPC TXNC     -   0.99988666  x   0.99987329  =   0.99975997
 DP0626!UTM  14      -   0.99988666  x   1.00015830  =   1.00004494
 DP0626
 DP0626:                Primary Azimuth Mark                     Grid Az
 DP0626:SPC TXNC     -  AUGUSTUS AZ MK                           134 57 13.8
 DP0626:UTM  14      -  AUGUSTUS AZ MK                           134 41 01.7
 DP0626
 DP0626|---------------------------------------------------------------------|
 DP0626| PID    Reference Object                     Distance      Geod. Az  |
 DP0626|                                                           dddmmss.s |
 DP0626| CJ5655 AUGUSTUS AZ MK                                     1332614.2 |
 DP0626| CJ5656 AUGUSTUS RM 1                        19.762 METERS 14758     |
 DP0626| CJ5657 AUGUSTUS RM 2                         7.160 METERS 23548     |
 DP0626| DP0629 POST SW BELL TEL CO RAD MAST        APPROX.16.9 KM 3063609.4 |
 DP0626| DP0625 POST RAD STA KPOS MAST              APPROX.10.8 KM 3085535.0 |
 DP0626| DP0624 POST POSTEX MILLS CO STACK          APPROX.11.3 KM 3115917.9 |
 DP0626| DP0622 POST ATT MICROWAVE                  APPROX. 9.0 KM 3542048.2 |
 DP0626|---------------------------------------------------------------------|
 DP0626
 DP0626                          SUPERSEDED SURVEY CONTROL
 DP0626
 DP0626  NAD 83(1993)-  33 07 05.37460(N)    101 16 50.32156(W) AD(       ) 2
 DP0626  NAD 83(1986)-  33 07 05.38393(N)    101 16 50.31152(W) AD(       ) 2
 DP0626  NAD 27      -  33 07 05.03361(N)    101 16 48.83055(W) AD(       ) 2
 DP0626
 DP0626.Superseded values are not recommended for survey control.
 DP0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0626.See file dsdata.txt to determine how the superseded data were derived.
 DP0626
 DP0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB8721366701(NAD 83)
 DP0626_MARKER: DS = TRIANGULATION STATION DISK
 DP0626_SETTING: 66 = SET IN ROCK OUTCROP
 DP0626
 DP0626  HISTORY     - Date     Condition        Report By
 DP0626  HISTORY     - 1968     MONUMENTED       CGS
 DP0626  HISTORY     - 1982     GOOD             NGS
 DP0626
 DP0626                          STATION DESCRIPTION
 DP0626
 DP0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0626'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF POST, 6.5
 DP0626'MILES NORTHWEST OF JUSTICEBURG, 11 MILES SOUTH-SOUTHEAST OF
 DP0626'GRAHAM, AND 0.1 MILE WEST OF U.S. HIGHWAY 84.
 DP0626'
 DP0626'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 380
 DP0626'AND 84 IN POST, GO SOUTH ON U.S. HIGHWAY 84 FOR 5.05 MILES
 DP0626'TO A SIDE ROAD RIGHT, CONTINUE SOUTH ON HIGHWAY FOR 3.6 MILES TO
 DP0626'A SIDE ROAD RIGHT, TURN RIGHT TO RAILROAD TRACKS AND AZIMUTH MARK
 DP0626'IN THE BASE OF A RAILROAD SIGNAL BOX ON THE RIGHT.  CONTINUE
 DP0626'ACROSS RAILROAD TRACKS FOR 0.05 MILE TO A CATTLE GUARD, CROSS
 DP0626'CATTLE GUARD AND TURN SHARP RIGHT NORTH ALONG FENCE AND TRACK
 DP0626'ROAD FOR 0.5 MILE TO A WIRE GATE, CONTINUE THROUGH GATE ON
 DP0626'TRACK ROAD FOR 0.25 MILE TO STATION ON THE LEFT ABOUT 200
 DP0626'FEET ON THE NORTHERLY ONE OF TWO SMALL KNOLLS.
 DP0626'
 DP0626'THE STATION MARK IS A STANDARD DISK, STAMPED AUGUSTUS 1968,
 DP0626'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS 2 INCHES BELOW
 DP0626'THE SURFACE OF THE GROUND.  IT IS 14.5 FEET WEST-SOUTHWEST OF
 DP0626'A METAL WITNESS POST.
 DP0626'
 DP0626'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AUGUSTUS NO 1
 DP0626'1968, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS
 DP0626'ABOUT 2 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS 67.6 FEET
 DP0626'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 DP0626'
 DP0626'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AUGUSTUS NO 2
 DP0626'1968, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS 2 INCHES
 DP0626'BELOW THE SURFACE OF THE GROUND.  IT IS 1.5 FEET SOUTH OF A
 DP0626'ROCK CAIRN, AND 37.5 FEET WEST OF A METAL WITNESS POST.
 DP0626'
 DP0626'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AUGUSTUS 1968,
 DP0626'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE FOUNDATION
 DP0626'FOR A RAILROAD SIGNAL BOX WHICH PROJECTS 2.5 FEET ABOVE THE
 DP0626'SURFACE OF THE GROUND.  IT IS 15 FEET EAST OF THE EAST RAIL OF
 DP0626'THE RAILROAD TRACKS, 62.6 FEET WEST OF A POWER POLE, AND 130
 DP0626'FEET NORTH OF A BLADED ROAD.
 DP0626'
 DP0626'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO DIFFERENCE
 DP0626'IN ELEVATION AND ROCKS.
 DP0626'
 DP0626'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DP0626
 DP0626                          STATION RECOVERY (1982)
 DP0626
 DP0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DP0626'THE STATION, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD
 DP0626'CONDITION AS DESCRIBED IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2077 ***********************************************************************
 AY2077  DESIGNATION -  AULD
 AY2077  PID         -  AY2077
 AY2077  STATE/COUNTY-  TX/REAL
 AY2077  USGS QUAD   -  HILLCREST RANCH (1964)
 AY2077
 AY2077                         *CURRENT SURVEY CONTROL
 AY2077  ___________________________________________________________________
 AY2077* NAD 83(1993)-  29 55 02.91031(N)    099 42 08.27897(W)     ADJUSTED  
 AY2077* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 AY2077  ___________________________________________________________________
 AY2077  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AY2077  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 AY2077
 AY2077  HORZ ORDER  -  SECOND
 AY2077
 AY2077.The horizontal coordinates were established by classical geodetic methods
 AY2077.and adjusted by the National Geodetic Survey in February 1996..
 AY2077
 AY2077.The orthometric height was scaled from a topographic map.
 AY2077
 AY2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2077
 AY2077.The geoid height was determined by GEOID03.
 AY2077
 AY2077;                    North         East     Units Scale Factor Converg.
 AY2077;SPC TXSC     - 4,231,185.312   532,187.904   MT  0.99991478   -0 20 38.6
 AY2077;SPC TXSC     -13,881,813.81  1,746,019.82   sFT  0.99991478   -0 20 38.6
 AY2077;UTM  14      - 3,309,848.208   432,207.985   MT  0.99965670   -0 21 01.0
 AY2077
 AY2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2077!SPC TXSC     -   0.99988849  x   0.99991478  =   0.99980328
 AY2077!UTM  14      -   0.99988849  x   0.99965670  =   0.99954523
 AY2077
 AY2077|---------------------------------------------------------------------|
 AY2077| PID    Reference Object                     Distance      Geod. Az  |
 AY2077|                                                           dddmmss.s |
 AY2077| CV3677 AULD RM 2                            10.110 METERS 13036     |
 AY2077| CV3676 AULD RM 1                            33.697 METERS 21526     |
 AY2077| CV3675 AULD AZ MK                                         2331236.0 |
 AY2077|---------------------------------------------------------------------|
 AY2077
 AY2077                          SUPERSEDED SURVEY CONTROL
 AY2077
 AY2077  NAD 83(1986)-  29 55 02.91754(N)    099 42 08.26742(W) AD(       ) 2
 AY2077  NAD 27      -  29 55 02.14800(N)    099 42 07.05400(W) AD(       ) 2
 AY2077
 AY2077.Superseded values are not recommended for survey control.
 AY2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2077.See file dsdata.txt to determine how the superseded data were derived.
 AY2077
 AY2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU3220809848(NAD 83)
 AY2077_MARKER: DS = TRIANGULATION STATION DISK
 AY2077_SETTING: 0 = UNSPECIFIED SETTING
 AY2077
 AY2077  HISTORY     - Date     Condition        Report By
 AY2077  HISTORY     - 1943     MONUMENTED       CGS
 AY2077  HISTORY     - 1944     GOOD             CGS
 AY2077  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY2077
 AY2077                          STATION DESCRIPTION
 AY2077
 AY2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY2077'STATION IS ABOUT 27 MILES SW OF MOUNTAIN HOME, 0.15 MILE NNE
 AY2077'OF THE AULD RANCH HOUSE, 100 YARDS W OF U.S. HIGHWAY 83, AND IN A
 AY2077'PASTURE ON THE SUMMIT OF A SPARSELY-TIMBERED HILL ON THE AULD
 AY2077'RANCH.  IT IS 5 FEET S OF A WHITE WOODEN WITNESS POST.  MARK IS
 AY2077'STAMPED AULD 1943 AND PROJECTS ABOUT 12 INCHES ABOVE GROUND.
 AY2077'
 AY2077'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AY2077'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 AY2077'IN OUTCROPPING BEDROCK.
 AY2077'
 AY2077'REFERENCE MARK 1 IS 30 FEET SW OF A GROUP OF TREES.  IT IS
 AY2077'STAMPED AULD NO 1 1943 AND IS FLUSH WITH THE GROUND.
 AY2077'
 AY2077'REFERENCE MARK 2 IS 45 FEET W OF A 15-INCH LIVE OAK TREE.  IT
 AY2077'IS STAMPED AULD NO 2 1943 AND IS FLUSH WITH THE GROUND.
 AY2077'
 AY2077'AZIMUTH MARK IS 0.1 MILE NW OF THE RANCH HOUSE AND 2 FEET
 AY2077'W OF A WHITE WOODEN WITNESS POST AND WIRE FENCE.  IT IS STAMPED
 AY2077'AULD 1943 AND IS FLUSH WITH THE GROUND.
 AY2077'
 AY2077'TO REACH STATION FROM MOUNTAIN HOME, GO W ON STATE HIGHWAY
 AY2077'41 FOR 22.8 MILES AND TURN LEFT (S) ON U.S. HIGHWAY 83, GO
 AY2077'11.0 MILES AND TURN RIGHT THROUGH THE AULD RANCH ENTRANCE
 AY2077'GATE.  GO 0.1 MILE AND PASS THROUGH A GATE JUST N OF A METAL
 AY2077'BARN.  (TO REACH THE AZIMUTH MARK GO WSW FROM HERE FOR 0.1 MILE.)
 AY2077'STATION IS NE ABOUT 0.15 MILE AT THE SUMMIT OF A SMALL HILL.
 AY2077'
 AY2077'64-FOOT SIGNALS AT OWL, DIETERT, AND LOVE ARE VISIBLE AT 50
 AY2077'FEET.  A 12-FOOT SIGNAL AT HOOVER IS VISIBLE AT 64 FEET.
 AY2077'
 AY2077'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 AY2077
 AY2077                          STATION RECOVERY (1944)
 AY2077
 AY2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2077'STATION IS ABOUT 13 MILES N AND 3.5 MILES E OF LEAKEY, ON THE
 AY2077'HIGHEST RIDGE IN THE VICINITY.  IT IS 6.5 FEET SSW OF A 4- BY
 AY2077'4-INCH WOODEN MARKER POST.  MARK PROJECTS ABOUT 9 INCHES ABOVE
 AY2077'THE GROUND.
 AY2077'
 AY2077'AZIMUTH MARK IS 0.1 MILE WSW OF METAL BARN AND 2.5 FEET WNW
 AY2077'OF A 4- BY 4-INCH WOODEN MARKER POST IN FENCELINE.
 AY2077
 AY2077                          STATION RECOVERY (2001)
 AY2077
 AY2077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY2077'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1480 ***********************************************************************
 AH1480  DESIGNATION -  AURAS WINDMILL
 AH1480  PID         -  AH1480
 AH1480  STATE/COUNTY-  TX/KLEBERG
 AH1480  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1480
 AH1480                         *CURRENT SURVEY CONTROL
 AH1480  ___________________________________________________________________
 AH1480* NAD 83(1993)-  27 26 27.99066(N)    097 26 39.95397(W)     ADJUSTED  
 AH1480* NAVD 88     -                                                        
 AH1480  ___________________________________________________________________
 AH1480  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AH1480  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH1480
 AH1480  HORZ ORDER  -  THIRD
 AH1480
 AH1480.The horizontal coordinates were established by classical geodetic methods
 AH1480.and adjusted by the National Geodetic Survey in February 1996..
 AH1480
 AH1480
 AH1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1480
 AH1480.The geoid height was determined by GEOID03.
 AH1480
 AH1480;                    North         East     Units Scale Factor Converg.
 AH1480;SPC TX S     - 5,197,031.568   404,349.293   MT  0.99992417   +0 28 45.2
 AH1480;SPC TX S     -17,050,594.40  1,326,602.64   sFT  0.99992417   +0 28 45.2
 AH1480;UTM  14      - 3,036,255.527   653,740.190   MT  0.99989176   +0 43 01.2
 AH1480
 AH1480                          SUPERSEDED SURVEY CONTROL
 AH1480
 AH1480  NAD 83(1986)-  27 26 28.00446(N)    097 26 39.92957(W) AD(       ) 4
 AH1480  NAD 27      -  27 26 26.86900(N)    097 26 38.95900(W) AD(       ) 3
 AH1480
 AH1480.Superseded values are not recommended for survey control.
 AH1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1480.See file dsdata.txt to determine how the superseded data were derived.
 AH1480
 AH1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5374036256(NAD 83)
 AH1480_MARKER: 66 = WINDMILL
 AH1480
 AH1480  HISTORY     - Date     Condition        Report By
 AH1480  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1480
 AH1480                          STATION DESCRIPTION
 AH1480
 AH1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1480'ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT 8 MILES
 AH1480'SOUTHEAST OF LAURELES, ABOUT 2 MILES SOUTHWEST OF OJO DE AGUA
 AH1480'CAMP, 93 FEET EAST OF THE EAST EDGE OF A CONCRETE WATERING
 AH1480'TANK 30 FEET IN DIAMETER AND 3 FEET DEEP, 22.4 FEET EAST OF
 AH1480'6 INCH DIAMETER PIPE PROJECTING 8 INCHES ABOVE GROUND WHICH
 AH1480'IS THE REMAINS OF AN OLD WELL.
 AH1480'
 AH1480'THE NAME AURAS MEANS BUZZARDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6459 ***********************************************************************
 AB6459  SACS        -  This is a Secondary Airport Control Station.
 AB6459  DESIGNATION -  AUS AP STA A3
 AB6459  PID         -  AB6459
 AB6459  STATE/COUNTY-  TX/TRAVIS
 AB6459  USGS QUAD   -  AUSTIN EAST (1988)
 AB6459
 AB6459                         *CURRENT SURVEY CONTROL
 AB6459  ___________________________________________________________________
 AB6459* NAD 83(1993)-  30 18 12.56965(N)    097 42 28.54463(W)     ADJUSTED  
 AB6459* NAVD 88     -       190.59   (meters)     625.3    (feet)  GPS OBS   
 AB6459  ___________________________________________________________________
 AB6459  X           -    -739,220.682 (meters)                     COMP
 AB6459  Y           -  -5,461,701.498 (meters)                     COMP
 AB6459  Z           -   3,199,548.253 (meters)                     COMP
 AB6459  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AB6459  ELLIP HEIGHT-         164.55  (meters)          (07/02/01) GPS OBS
 AB6459  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AB6459
 AB6459  HORZ ORDER  -  FIRST
 AB6459  ELLP ORDER  -  FOURTH    CLASS II
 AB6459
 AB6459.This mark is at Robert Mueller Muni (AUS) Airport (AUS)
 AB6459
 AB6459.The horizontal coordinates were established by GPS observations
 AB6459.and adjusted by the National Geodetic Survey in September 1996..
 AB6459
 AB6459.The orthometric height was determined by GPS observations and a
 AB6459.high-resolution geoid model.
 AB6459
 AB6459.GPS derived orthometric heights for airport stations designated as
 AB6459.PACS or SACS are published to 2 decimal places.  This maintains
 AB6459.centimeter relative accuracy between the PACS and SACS.  It does
 AB6459.not indicate centimeter accuracy relative to other marks which are
 AB6459.part of the NAVD 88 network.
 AB6459
 AB6459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6459
 AB6459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6459
 AB6459.The ellipsoidal height was determined by GPS observations
 AB6459.and is referenced to NAD 83.
 AB6459
 AB6459.The geoid height was determined by GEOID03.
 AB6459
 AB6459;                    North         East     Units Scale Factor Converg.
 AB6459;SPC TX C     - 3,073,576.301   952,506.441   MT  0.99995538   +1 21 08.1
 AB6459;SPC TX C     -10,083,891.58  3,125,014.88   sFT  0.99995538   +1 21 08.1
 AB6459;UTM  14      - 3,353,122.386   624,241.527   MT  0.99979043   +0 39 07.3
 AB6459
 AB6459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6459!SPC TX C     -   0.99997416  x   0.99995538  =   0.99992954
 AB6459!UTM  14      -   0.99997416  x   0.99979043  =   0.99976459
 AB6459
 AB6459:                Primary Azimuth Mark                     Grid Az
 AB6459:SPC TX C     -  AUS ARP                                  131 26 32.2
 AB6459:UTM  14      -  AUS ARP                                  132 08 33.0
 AB6459
 AB6459|---------------------------------------------------------------------|
 AB6459| PID    Reference Object                     Distance      Geod. Az  |
 AB6459|                                                           dddmmss.s |
 AB6459| BM0890 AUS ARP                             APPROX. 1.0 KM 1324740.3 |
 AB6459|---------------------------------------------------------------------|
 AB6459
 AB6459                          SUPERSEDED SURVEY CONTROL
 AB6459
 AB6459  ELLIP H (09/04/96)  164.59   (m)                       GP(       ) 4 2
 AB6459
 AB6459.Superseded values are not recommended for survey control.
 AB6459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6459.See file dsdata.txt to determine how the superseded data were derived.
 AB6459
 AB6459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2424253122(NAD 83)
 AB6459_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6459_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB6459_STAMPING: AP 1973 STA A3 AUS
 AB6459_MARK LOGO: NGS   
 AB6459_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6459+STABILITY: SURFACE MOTION
 AB6459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6459+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1995
 AB6459
 AB6459  HISTORY     - Date     Condition        Report By
 AB6459  HISTORY     - 1973     MONUMENTED       NGS
 AB6459  HISTORY     - 19900615 GOOD             NGS
 AB6459  HISTORY     - 19950302 GOOD             NGS
 AB6459
 AB6459                          STATION DESCRIPTION
 AB6459
 AB6459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AB6459'THE STATION IS LOCATED AT RUNWAY END 13R, 126.4 FT (38.5 M) E OF THE
 AB6459'6TH TAXIWAY LIGHT S OF END 13R, 161.5 FT (49.2 M) SW OF THE 2ND RUNWAY
 AB6459'LIGHT SE OF THE 13R, 190.2 FT (58.0 M) W OF THE 3RD RUNWAY LIGHT SE OF
 AB6459'THE RUNWAY END AND 150.1 FT (45.8 M) SW OF THE SW EDGE OF RUNWAY
 AB6459'13R-31L.  THE STATION IS A STANDARD TOPO DISK STAMPED AP 1973 STA A3
 AB6459'AUS SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 AB6459
 AB6459                          STATION RECOVERY (1995)
 AB6459
 AB6459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6459'THE STATION IS LOCATED IN AUSTIN AT THE ROBERT MUELLER AIRPORT, NEAR
 AB6459'THE CENTER OF THE NORTH END OF AN ISLAND FORMED BY THE JUNCTION OF
 AB6459'RUNWAY 13R-31L AND TAXIS H AND J, AND NEAR RUNWAY END 13R.
 AB6459'OWNERSHIP--CITY OF AUSTIN, 3600 MANOR ROAD, AUSTIN, TX 78723.  AL
 AB6459'GALLARDO IS AIRPORT OPERATIONS CHIEF.  PHONE 512-495-7550 OR 7547. IF
 AB6459'NO ANSWER CALL THE AIRPORT RECEPTIONIST AT 512-472-5439 AND SHE CAN
 AB6459'PAGE SOMEONE FROM AIRPORT OPERATIOINS.  CONTACT ONE DAY IN ADVANCE TO
 AB6459'ARRANGE FOR AN ESCORT TO THIS STATION. TO REACH FROM THE UNDERPASS AT
 AB6459'THE JUNCTION OF INTERSTATE HIGHWAY 35 AND AIRPORT BOULEVARD (EXIT
 AB6459'237A) IN AUSTIN, GO SOUTHEASTERLY ON AIRPORT BOULEVARD FOR 2.03 KM
 AB6459'(1.25 MI) TO A CROSSROAD (MANOR ROAD) .  TURN LEFT, EAST-NORTHEAST ON
 AB6459'MANOR ROAD FOR 0.81 KM (0.50 MI) TO A CROSSROAD (PERSHING DRIVE) .
 AB6459'TURN LEFT, NORTH-NORTHWEST, ON PERSHING DRIVE FOR 0.85 KM (0.50 MI)
 AB6459'PASSING IN FRONT OF THE TERMINAL TO A GATE ON THE WEST SIDE OF THE
 AB6459'TERMINAL.  AN ESCORT WILL TAKE YOU FROM HERE. THE STATION IS SET IN
 AB6459'THE TOP OF A 25-CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT
 AB6459'IS 57.8 M (189.6 FT) WEST OF THE THIRD RUNWAY LIGHT SOUTHEAST OF THE
 AB6459'RUNWAY END, 49.0 M (160.8 FT) SOUTHEAST OF THE SECOND RUNWAY LIGHT
 AB6459'SOUTHEAST OF THE RUNWAY END, 34.0 M (111.5 FT) EAST-NORTHEASST OF THE
 AB6459'NORTH CORNER OF A SIGN FOR TAXIWAY H, AND 0.3 M (1.0 FT) WEST OF A
 AB6459'WITNESS POST.  DESCRIBED BY D.G. AUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6460 ***********************************************************************
 AB6460  SACS        -  This is a Secondary Airport Control Station.
 AB6460  DESIGNATION -  AUS AP STA B3
 AB6460  PID         -  AB6460
 AB6460  STATE/COUNTY-  TX/TRAVIS
 AB6460  USGS QUAD   -  AUSTIN EAST (1988)
 AB6460
 AB6460                         *CURRENT SURVEY CONTROL
 AB6460  ___________________________________________________________________
 AB6460* NAD 83(1993)-  30 17 28.66810(N)    097 41 35.51587(W)     ADJUSTED  
 AB6460* NAVD 88     -       175.10   (meters)     574.5    (feet)  GPS OBS   
 AB6460  ___________________________________________________________________
 AB6460  X           -    -737,906.015 (meters)                     COMP
 AB6460  Y           -  -5,462,553.985 (meters)                     COMP
 AB6460  Z           -   3,198,373.150 (meters)                     COMP
 AB6460  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AB6460  ELLIP HEIGHT-         149.04  (meters)          (07/02/01) GPS OBS
 AB6460  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AB6460
 AB6460  HORZ ORDER  -  FIRST
 AB6460  ELLP ORDER  -  FOURTH    CLASS II
 AB6460
 AB6460.This mark is at Robert Mueller Muni (AUS) Airport (AUS)
 AB6460
 AB6460.The horizontal coordinates were established by GPS observations
 AB6460.and adjusted by the National Geodetic Survey in September 1996..
 AB6460
 AB6460.The orthometric height was determined by GPS observations and a
 AB6460.high-resolution geoid model.
 AB6460
 AB6460.GPS derived orthometric heights for airport stations designated as
 AB6460.PACS or SACS are published to 2 decimal places.  This maintains
 AB6460.centimeter relative accuracy between the PACS and SACS.  It does
 AB6460.not indicate centimeter accuracy relative to other marks which are
 AB6460.part of the NAVD 88 network.
 AB6460
 AB6460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6460
 AB6460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6460
 AB6460.The ellipsoidal height was determined by GPS observations
 AB6460.and is referenced to NAD 83.
 AB6460
 AB6460.The geoid height was determined by GEOID03.
 AB6460
 AB6460;                    North         East     Units Scale Factor Converg.
 AB6460;SPC TX C     - 3,072,258.378   953,954.980   MT  0.99995797   +1 21 35.4
 AB6460;SPC TX C     -10,079,567.70  3,129,767.30   sFT  0.99995797   +1 21 35.4
 AB6460;UTM  14      - 3,351,787.073   625,673.613   MT  0.99979485   +0 39 33.2
 AB6460
 AB6460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6460!SPC TX C     -   0.99997659  x   0.99995797  =   0.99993457
 AB6460!UTM  14      -   0.99997659  x   0.99979485  =   0.99977145
 AB6460
 AB6460:                Primary Azimuth Mark                     Grid Az
 AB6460:SPC TX C     -  AUS ARP                                  313 14 08.4
 AB6460:UTM  14      -  AUS ARP                                  313 56 10.6
 AB6460
 AB6460|---------------------------------------------------------------------|
 AB6460| PID    Reference Object                     Distance      Geod. Az  |
 AB6460|                                                           dddmmss.s |
 AB6460| BM0890 AUS ARP                             APPROX. 0.9 KM 3143543.8 |
 AB6460|---------------------------------------------------------------------|
 AB6460
 AB6460                          SUPERSEDED SURVEY CONTROL
 AB6460
 AB6460  ELLIP H (09/04/96)  149.08   (m)                       GP(       ) 4 2
 AB6460
 AB6460.Superseded values are not recommended for survey control.
 AB6460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6460.See file dsdata.txt to determine how the superseded data were derived.
 AB6460
 AB6460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2567451787(NAD 83)
 AB6460_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6460_STAMPING: AP 1973 STA B3 AUS
 AB6460_MARK LOGO: NGS   
 AB6460_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6460+STABILITY: SURFACE MOTION
 AB6460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6460+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1995
 AB6460
 AB6460  HISTORY     - Date     Condition        Report By
 AB6460  HISTORY     - 1973     MONUMENTED       NGS
 AB6460  HISTORY     - 19900615 GOOD             NGS
 AB6460  HISTORY     - 19950302 GOOD             NGS
 AB6460  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 AB6460
 AB6460                          STATION DESCRIPTION
 AB6460
 AB6460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AB6460'THE STATION IS LOCATED AT THE ROBERT MUELLER MUNI AIRPORT AT THE
 AB6460'SOUTHEAST END OF THE AIRPORT NEAR RUNWAY END 31L.  THE STATION IS
 AB6460'LOCATED IN A GRASS AREA BETWEEN RUNWAY 13R/31L AND THE PARALLEL
 AB6460'TAXIWAY.  THE STATION IS LOCATED 230.0 FT (70.1 M) SW OF AND ON-LINE
 AB6460'WITH THE 2ND RUNWAY LIGHT NORTHWEST OF THE RUNWAY END, 66.5 FT (20.3
 AB6460'M) NW OF THE FIRST TAXIWAY LIGHT NORTHEAST OF THE HOLDBAR, 42.1 FT
 AB6460'(12.8 M) NORTH OF THE FIRST TAXIWAY LIGHT NORTHWEST OF THE HOLDBAR,
 AB6460'AND 36.1 FT (11.0 M) EAST OF THE SECOND TAXIWAY LIGHT NORTHWEST OF THE
 AB6460'HOLDBAR, AND 26.3 FT (8.0 M) SOUTHWEST OF THE CENTER OF A STEEL DRAIN.
 AB6460'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1973 STA B3 AUS
 AB6460'AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 AB6460'SURFACE.
 AB6460
 AB6460                          STATION RECOVERY (1995)
 AB6460
 AB6460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6460'THE STATION IS LOCATED IN AUSTIN AT THE ROBERT MUELLER AIRPORT, NEAR
 AB6460'THE SOUTHEAST END OF THE GRASS MEDIAN OF RUNWAY 13R-31L, AND NEAR
 AB6460'RUNWAY END 31L.  OWNERSHIP--CITY OF AUSTIN, 3600 MANOR ROAD, AUSTIN,
 AB6460'TX 78723.  AL GALLARDO IS AIRPORT OPERATIONS CHIEF.  PHONE
 AB6460'512-495-7550 OR 7547.  IF NO ANSWER CALL THE AIRPORT RECEPTIONIST AT
 AB6460'512-472-5439 AND SHE CAN PAGE SOMEONE FROM AIRPORT OPERATIOINS.
 AB6460'CONTACT ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO THIS STATION.
 AB6460'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35
 AB6460'AND AIRPORT BOULEVARD (EXIT 237A) IN AUSTIN, GO SOUTHEASTERLY ON
 AB6460'AIRPORT BOULEVARD FOR 2.03 KM (1.25 MI) TO A CROSSROAD (MANOR ROAD).
 AB6460'TURN LEFT, EAST-NORTHEAST ON MANOR ROAD FOR 0.81 KM (0.50 MI) TO A
 AB6460'CROSSROAD (PERSHING DRIVE) .  TURN LEFT, NORTH-NORTHWEST, ON PERSHING
 AB6460'DRIVE FOR 0.85 KM (0.50 MI) PASSING IN FRONT OF THE TERMINAL TO A GATE
 AB6460'ON THE WEST SIDE OF THE TERMINAL.  AN ESCORT WILL TAKE YOU FROM HERE.
 AB6460'THE STATION IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST SET FLUSH
 AB6460'WITH THE GROUND.  IT IS 11.5 M (37.7 FT) NORTHWEST OF THE NORTHWEST
 AB6460'CORNER OF A SIGN (C 31L), 10.5 M (34.4 FT) NORTHEAST OF THE SECOND
 AB6460'TAXI LIGHT, 8.1 M (26.6 FT) NORTHEAST OF THE NORTHEAST EDGE OF TAXI C,
 AB6460'8.0 M (26.2 FT) SOUTH-SOUTHWEST OF THE CENTER OF A STEEL DRAIN, AND
 AB6460'0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
 AB6460
 AB6460                          STATION RECOVERY (2001)
 AB6460
 AB6460'RECOVERY NOTE BY US POWER SQUADRON 2001 (CVS)
 AB6460'AIRPORT IS NO LONGER IN USE.  MARKS HAVE BEEN COVERED OVER WITH SOD.
 AB6460'MOST LANDING LIGHTS AND SIGNS NO LONGER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0890 ***********************************************************************
 BM0890  PACS        -  This is a Primary Airport Control Station.
 BM0890  DESIGNATION -  AUS ARP
 BM0890  PID         -  BM0890
 BM0890  STATE/COUNTY-  TX/TRAVIS
 BM0890  USGS QUAD   -  AUSTIN EAST (1988)
 BM0890
 BM0890                         *CURRENT SURVEY CONTROL
 BM0890  ___________________________________________________________________
 BM0890* NAD 83(1993)-  30 17 49.94743(N)    097 42 00.38753(W)     ADJUSTED  
 BM0890* NAVD 88     -       186.40   (meters)     611.5    (feet)  GPS OBS   
 BM0890  ___________________________________________________________________
 BM0890  X           -    -738,521.709 (meters)                     COMP
 BM0890  Y           -  -5,462,147.073 (meters)                     COMP
 BM0890  Z           -   3,198,944.659 (meters)                     COMP
 BM0890  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 BM0890  ELLIP HEIGHT-         160.35  (meters)          (10/24/00) GPS OBS
 BM0890  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BM0890
 BM0890  HORZ ORDER  -  B
 BM0890  ELLP ORDER  -  FOURTH    CLASS II
 BM0890
 BM0890.This mark is at Robert Mueller Muni (AUS) Airport (AUS)
 BM0890
 BM0890.The horizontal coordinates were established by GPS observations
 BM0890.and adjusted by the National Geodetic Survey in February 1996..
 BM0890
 BM0890.The orthometric height was determined by GPS observations and a
 BM0890.high-resolution geoid model.
 BM0890
 BM0890.GPS derived orthometric heights for airport stations designated as
 BM0890.PACS or SACS are published to 2 decimal places.  This maintains
 BM0890.centimeter relative accuracy between the PACS and SACS.  It does
 BM0890.not indicate centimeter accuracy relative to other marks which are
 BM0890.part of the NAVD 88 network.
 BM0890
 BM0890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM0890
 BM0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0890
 BM0890.The ellipsoidal height was determined by GPS observations
 BM0890.and is referenced to NAD 83.
 BM0890
 BM0890.The geoid height was determined by GEOID03.
 BM0890
 BM0890;                    North         East     Units Scale Factor Converg.
 BM0890;SPC TX C     - 3,072,897.684   953,275.037   MT  0.99995671   +1 21 22.6
 BM0890;SPC TX C     -10,081,665.15  3,127,536.52   sFT  0.99995671   +1 21 22.6
 BM0890;SPC TXSC     - 4,273,769.738   725,044.291   MT  1.00000404   +0 38 12.6
 BM0890;SPC TXSC     -14,021,526.22  2,378,749.48   sFT  1.00000404   +0 38 12.6
 BM0890;UTM  14      - 3,352,434.538   625,001.647   MT  0.99979277   +0 39 21.1
 BM0890
 BM0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0890!SPC TX C     -   0.99997482  x   0.99995671  =   0.99993153
 BM0890!SPC TXSC     -   0.99997482  x   1.00000404  =   0.99997886
 BM0890!UTM  14      -   0.99997482  x   0.99979277  =   0.99976759
 BM0890
 BM0890|---------------------------------------------------------------------|
 BM0890| PID    Reference Object                     Distance      Geod. Az  |
 BM0890|                                                           dddmmss.s |
 BM0890| BM0884 MUELLER MUNICIPAL APT AP STA C       93.791 METERS 02900     |
 BM0890| AB6460 AUS AP STA B3                       APPROX. 0.9 KM 1343531.2 |
 BM0890| BM0883 MUELLER MUN APT CONTROL TOWER       APPROX. 0.6 KM 1690646.6 |
 BM0890| BM0900 AUSTIN CAP DOME LIBERTY BASE        APPROX. 4.6 KM 2371043.3 |
 BM0890| BM0929 AUSTIN CAMP MABRY TANK              APPROX. 6.2 KM 2870215.6 |
 BM0890| AB6459 AUS AP STA A3                       APPROX. 1.0 KM 3124754.5 |
 BM0890|---------------------------------------------------------------------|
 BM0890
 BM0890                          SUPERSEDED SURVEY CONTROL
 BM0890
 BM0890  ELLIP H (02/20/96)  160.39   (m)                       GP(       ) 1 1
 BM0890  NAD 83(1993)-  30 17 49.94659(N)    097 42 00.39647(W) AD(       ) 3
 BM0890  NAD 83(1986)-  30 17 49.96532(N)    097 42 00.37929(W) AD(       ) 3
 BM0890  NAD 27      -  30 17 49.21300(N)    097 41 59.35800(W) AD(       ) 3
 BM0890
 BM0890.Superseded values are not recommended for survey control.
 BM0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0890.See file dsdata.txt to determine how the superseded data were derived.
 BM0890
 BM0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2500252435(NAD 83)
 BM0890_MARKER: DT = TOPOGRAPHIC STATION DISK
 BM0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM0890_STAMPING: ARP 1957
 BM0890_MARK LOGO: CGS   
 BM0890_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0890+STABILITY: SURFACE MOTION
 BM0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0890+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1995
 BM0890
 BM0890  HISTORY     - Date     Condition        Report By
 BM0890  HISTORY     - 1957     MONUMENTED       CGS
 BM0890  HISTORY     - 1961     GOOD             CGS
 BM0890  HISTORY     - 1965     GOOD             CGS
 BM0890  HISTORY     - 1973     SEE DESCRIPTION  NGS
 BM0890  HISTORY     - 19900615 GOOD             NGS
 BM0890  HISTORY     - 19950302 GOOD             NGS
 BM0890  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 BM0890
 BM0890                          STATION DESCRIPTION
 BM0890
 BM0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJB)
 BM0890'LOCATED AT ROBERT MUELLER AIRPORT, AUSTIN, TEXAS, IN THE GRASS
 BM0890'AREA JUST WEST OF THE INTERSECTION OF THE NW-SE RUNWAY(NO. 12-30),
 BM0890'AND THE NE-SW RUNWAY (NO. 3-21).  IT IS 100 FEET SOUTHWEST
 BM0890'OF THE EDGE OF THE NW-SE RUNWAY, AND 100 FEET NORTHWEST
 BM0890'OF THE EDGE OF THE NE-SW RUNWAY.
 BM0890'
 BM0890'A STANDARD TOPOGRAPHIC STATION DISK, STAMPED ARP 1957, SET IN
 BM0890'THE TOP OF A CONCRETE PIPE 8 INCHES IN DIAMETER FILLED WITH
 BM0890'CONCRETE FLUSH WITH THE GROUND.
 BM0890
 BM0890                          STATION RECOVERY (1961)
 BM0890
 BM0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WLM)
 BM0890'STATION RECOVERED AS DESCRIBED.
 BM0890
 BM0890                          STATION RECOVERY (1965)
 BM0890
 BM0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 BM0890'THE STATION WAS RECOVERED AS DESCRIBED IN 1957 IN GOOD CONDITION.
 BM0890
 BM0890                          STATION RECOVERY (1973)
 BM0890
 BM0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 BM0890'THE STATION IS LOCATED AT ROBERT MUELLER MUNICIPAL AIRPORT
 BM0890'AUSTIN, TEXAS IN THE GRASS AREA JUST WEST OF THE INTERSECTION
 BM0890'OF THE NW-SE RUNWAY (12R-30L) AND TAXIWAY P.  IT IS 100 FT SW
 BM0890'OF THE EDGE OF RUNWAY 12R-30L AND 100 FT NW OF THE NW EDGE
 BM0890'OF TAXIWAY P.
 BM0890'
 BM0890'A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1957 SET IN THE TOP
 BM0890'OF A ROUND CONCRETE POST AND FLUSH WITH THE GROUND.
 BM0890
 BM0890                          STATION RECOVERY (1990)
 BM0890
 BM0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BM0890'LOCATED AT ROBERT MUELLER MUNI AIRPORT, IN THE GRASS AREA JUST WEST OF
 BM0890'THE INTERSECTION OF THE NW-SE RUNWAY (13R-31L) AND TAXIWAY P.  IT IS
 BM0890'100 FT (30.5 M) SW OF THE EDGE OF RUNWAY 13R-31L AND 100 FT (30.5 M)
 BM0890'NW OF THE NW EDGE OF TAXIWAY P.  A STANDARD TOPOGRAPHIC DISK STAMPED
 BM0890'ARP 1957 SET IN THE TOP OF A ROUND CONCRETE POST AND FLUSH WITH THE
 BM0890'GROUND.  NOTE, GEODESY QUAD 300973 STA 1014.
 BM0890
 BM0890                          STATION RECOVERY (1995)
 BM0890
 BM0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM0890'THE STATION IS LOCATED IN AUSTIN AT THE ROBERT MUELLER AIRPORT, ON THE
 BM0890'EAST SIDE OF A TRIANGULAR GRASS AREA FORMED BY THE INTERSECTION OF
 BM0890'RUNWAY 13R-31L, AND TAXIS P AND H.  OWNERSHIP--CITY OF AUSTIN, 3600
 BM0890'MANOR ROAD, AUSTIN, TX 78723.  AL GALLARDO IS AIRPORT OPERATIONS
 BM0890'CHIEF.  PHONE 512-495-7550 OR 7547.  IF NO ANSWER CALL THE AIRPORT
 BM0890'RECEPTIONIST AT 512-472-5439 AND SHE CAN PAGE SOMEONE FROM AIRPORT
 BM0890'OPERATIOINS.  CONTACT ONE DAY IN ADVANCE TO ARRANGE FOR AN ESCORT TO
 BM0890'THIS STATION.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 BM0890'INTERSTATE HIGHWAY 35 AND AIRPORT BOULEVARD (EXIT 237A) IN AUSTIN, GO
 BM0890'SOUTHEASTERLY ON AIRPORT BOULEVARD FOR 2.03 KM (1.25 MI) TO A
 BM0890'CROSSROAD (MANOR ROAD) .  TURN LEFT, EAST-NORTHEAST ON MANOR ROAD FOR
 BM0890'0.81 KM (0.50 MI) TO A CROSSROAD (PERSHING DRIVE) .  TURN LEFT,
 BM0890'NORTH-NORTHWEST, ON PERSHING DRIVE FOR 0.85 KM (0.50 MI) PASSING IN
 BM0890'FRONT OF THE TERMINAL TO A GATE ON THE WEST SIDE OF THE TERMINAL.  AN
 BM0890'ESCORT WILL TAKE YOU FROM HERE.  THE STATION IS SET IN THE TOP OF A
 BM0890'25-CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 35.3 M
 BM0890'(115.8 FT) NORTHWEST OF THE NORTHWEST EDGE OF TAXI P, 30.5 M (100.1
 BM0890'FT) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 13R-31L, 30.4 M (99.7
 BM0890'FT) NORTH OF THE NORTHCORNER OF A SIGN FOR TAXI P, 27.9 M (91.5 FT)
 BM0890'SOUTHWEST OF THE SOUTHWEST CORNER OF SIGN P ALONG RUNWAY, AND 0.2 M
 BM0890'(0.7 FT) SOUTHEAST OF A WITNESS POST.  DESCRIBED BY D.G. AUG
 BM0890
 BM0890                          STATION RECOVERY (2001)
 BM0890
 BM0890'RECOVERY NOTE BY US POWER SQUADRON 2001 (CVS)
 BM0890'AIRPORT IS NO LONGER IN USE.  MARKS HAVE BEEN COVERED OVER WITH SOD.
 BM0890'MOST LANDING LIGHTS AND SIGNS NO LONGER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6347 ***********************************************************************
 AC6347  DESIGNATION -  AUS5 A
 AC6347  PID         -  AC6347
 AC6347  STATE/COUNTY-  TX/TRAVIS
 AC6347  USGS QUAD   -  AUSTIN WEST (1988)
 AC6347
 AC6347                         *CURRENT SURVEY CONTROL
 AC6347  ___________________________________________________________________
 AC6347* NAD 83(1993)-  30 18 50.68853(N)    097 45 07.89520(W)     ADJUSTED  
 AC6347* NAVD 88     -       191.704  (meters)     628.95   (feet)  ADJUSTED  
 AC6347  ___________________________________________________________________
 AC6347  X           -    -743,360.169 (meters)                     COMP
 AC6347  Y           -  -5,460,542.977 (meters)                     COMP
 AC6347  Z           -   3,200,562.360 (meters)                     COMP
 AC6347  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AC6347  ELLIP HEIGHT-         165.93  (meters)          (10/23/00) GPS OBS
 AC6347  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AC6347  DYNAMIC HT  -         191.444 (meters)     628.10  (feet)  COMP
 AC6347  MODELED GRAV-     979,278.5   (mgal)                       NAVD 88
 AC6347
 AC6347  HORZ ORDER  -  B
 AC6347  VERT ORDER  -  FIRST     CLASS II
 AC6347  ELLP ORDER  -  FOURTH    CLASS II
 AC6347
 AC6347.This is a reference station for the AUSTIN RRP
 AC6347.National Continuously Operating Reference Station (AUS5).
 AC6347
 AC6347.The horizontal coordinates were established by GPS observations
 AC6347.and adjusted by the National Geodetic Survey in September 1997..
 AC6347
 AC6347.The orthometric height was determined by differential leveling
 AC6347.and adjusted by the National Geodetic Survey in July 2002..
 AC6347
 AC6347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6347
 AC6347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6347
 AC6347.The ellipsoidal height was determined by GPS observations
 AC6347.and is referenced to NAD 83.
 AC6347
 AC6347.The geoid height was determined by GEOID03.
 AC6347
 AC6347.The dynamic height is computed by dividing the NAVD 88
 AC6347.geopotential number by the normal gravity value computed on the
 AC6347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6347.degrees latitude (g = 980.6199 gals.).
 AC6347
 AC6347.The modeled gravity was interpolated from observed gravity values.
 AC6347
 AC6347;                    North         East     Units Scale Factor Converg.
 AC6347;SPC TX C     - 3,074,650.129   948,222.746   MT  0.99995316   +1 19 46.0
 AC6347;SPC TX C     -10,087,414.63  3,110,960.79   sFT  0.99995316   +1 19 46.0
 AC6347;UTM  14      - 3,354,248.265   619,971.995   MT  0.99977757   +0 37 47.6
 AC6347
 AC6347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6347!SPC TX C     -   0.99997394  x   0.99995316  =   0.99992710
 AC6347!UTM  14      -   0.99997394  x   0.99977757  =   0.99975152
 AC6347
 AC6347                          SUPERSEDED SURVEY CONTROL
 AC6347
 AC6347  ELLIP H (09/15/97)  165.96   (m)                       GP(       ) 4 1
 AC6347  NAVD 88 (09/15/97)  191.70   (m)          628.9    (f) LEVELING    3  
 AC6347
 AC6347.Superseded values are not recommended for survey control.
 AC6347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6347.See file dsdata.txt to determine how the superseded data were derived.
 AC6347
 AC6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1997254248(NAD 83)
 AC6347_MARKER: DV = VERTICAL CONTROL DISK
 AC6347_SETTING: 66 = SET IN ROCK OUTCROP
 AC6347_STAMPING: AUS5 A 1996
 AC6347_MARK LOGO: NGS   
 AC6347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6347+STABILITY: POSITION/ELEVATION WELL
 AC6347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6347+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 AC6347
 AC6347  HISTORY     - Date     Condition        Report By
 AC6347  HISTORY     - 1996     MONUMENTED       NGS
 AC6347  HISTORY     - 19970307 GOOD             NGS
 AC6347  HISTORY     - 20010208 GOOD             TXDOT
 AC6347  HISTORY     - 20050125 GOOD             TXDOT
 AC6347  HISTORY     - 20060404 GOOD             USPSQD
 AC6347
 AC6347                          STATION DESCRIPTION
 AC6347
 AC6347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6347'0.6 KM (0.35 MI) EASTERLY ALONG 35TH STREET FROM THE JUNCTION OF THE
 AC6347'MOPAC EXPRESSWAY IN AUSTIN, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG
 AC6347'JEFFERSON STREET, THENCE 0.4 KM (0.25 MI) NORTHWESTERLY ALONG BULL
 AC6347'CREEK ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY ACROSS A PARKING LOT,
 AC6347'THENCE 0.1 KM (0.05 MI) EASTERLY ACROSS A PARKING LOT, IN A 3 BY
 AC6347'15-FOOT EXPOSED AREA OF BEDROCK IN A SMALL DRAINAGE DITCH, 17.2 M
 AC6347'(56.4 FT) EAST OF A CHAIN-LINK FENCE CORNER, 4.5 M (14.8 FT) NORTHWEST
 AC6347'OF THE NORTHEAST CORNER OF THE PARKING LOT, 2.5 M (8.2 FT) NORTH OF A
 AC6347'WITNESS POST AND THE NORTH EDGE OF THE PARKING LOT, 2.0 M (6.6 FT)
 AC6347'WEST OF THE EAST END OF THE EXPOSED BEDROCK, AND 0.8 M (2.6 FT) BELOW
 AC6347'THE LEVEL OF THE PARKING LOT.
 AC6347
 AC6347                          STATION RECOVERY (1997)
 AC6347
 AC6347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 AC6347'0.6 KM (0.35 MI) EASTERLY ALONG 35TH STREET FROM THE JUNCTION OF THE
 AC6347'MOPAC EXPRESSWAY IN AUSTIN, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG
 AC6347'JEFFERSON STREET, THENCE 0.4 KM (0.25 MI) NORTHWESTERLY ALONG BULL
 AC6347'CREEK ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY ACROSS A PARKING LOT,
 AC6347'THENCE 0.1 KM (0.05 MI) EASTERLY ACROSS A PARKING LOT, IN A 3 BY
 AC6347'15-FOOT EXPOSED AREA OF BEDROCK IN A SMALL DRAINAGE DITCH, 17.2 M
 AC6347'(56.4 FT) EAST OF A CHAIN-LINK FENCE CORNER, 4.5 M (14.8 FT) NORTHWEST
 AC6347'OF THE NORTHEAST CORNER OF THE PARKING LOT, 2.5 M (8.2 FT) NORTH OF A
 AC6347'WITNESS POST AND THE NORTH EDGE OF THE PARKING LOT, 2.0 M (6.6 FT)
 AC6347'WEST OF THE EAST END OF THE EXPOSED BEDROCK, AND 0.8 M (2.6 FT) BELOW
 AC6347'THE LEVEL OF THE PARKING LOT.
 AC6347
 AC6347                          STATION RECOVERY (2001)
 AC6347
 AC6347'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 AC6347'MARK IS IN FENCED, LOCKED ENCLOSURE. ACCESS BY CONTACTING TXDOT,
 AC6347'GSD, BLDG.10, AT NORTHWEST CORNER OF 35TH ST. AND JACKSON AVE.,
 AC6347'AUTO SHOP, 512-465-7390.
 AC6347' 
 AC6347
 AC6347                          STATION RECOVERY (2005)
 AC6347
 AC6347'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2005 (WDW)
 AC6347'RECOVERED IN GOOD CONDITION.
 AC6347
 AC6347                          STATION RECOVERY (2006)
 AC6347
 AC6347'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AC6347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6346 ***********************************************************************
 AC6346  DESIGNATION -  AUS5 B
 AC6346  PID         -  AC6346
 AC6346  STATE/COUNTY-  TX/TRAVIS
 AC6346  USGS QUAD   -  AUSTIN WEST (1988)
 AC6346
 AC6346                         *CURRENT SURVEY CONTROL
 AC6346  ___________________________________________________________________
 AC6346* NAD 83(1993)-  30 18 28.95628(N)    097 45 29.91328(W)     ADJUSTED  
 AC6346* NAVD 88     -       188.307  (meters)     617.80   (feet)  ADJUSTED  
 AC6346  ___________________________________________________________________
 AC6346  X           -    -743,988.259 (meters)                     COMP
 AC6346  Y           -  -5,460,795.354 (meters)                     COMP
 AC6346  Z           -   3,199,982.894 (meters)                     COMP
 AC6346  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 AC6346  ELLIP HEIGHT-         162.53  (meters)          (10/23/00) GPS OBS
 AC6346  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AC6346  DYNAMIC HT  -         188.051 (meters)     616.96  (feet)  COMP
 AC6346  MODELED GRAV-     979,278.5   (mgal)                       NAVD 88
 AC6346
 AC6346  HORZ ORDER  -  B
 AC6346  VERT ORDER  -  FIRST     CLASS II
 AC6346  ELLP ORDER  -  FOURTH    CLASS II
 AC6346
 AC6346.This is a reference station for the AUSTIN RRP
 AC6346.National Continuously Operating Reference Station (AUS5).
 AC6346
 AC6346.The horizontal coordinates were established by GPS observations
 AC6346.and adjusted by the National Geodetic Survey in September 1997..
 AC6346
 AC6346.The orthometric height was determined by differential leveling
 AC6346.and adjusted by the National Geodetic Survey in July 2002..
 AC6346
 AC6346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6346
 AC6346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6346
 AC6346.The ellipsoidal height was determined by GPS observations
 AC6346.and is referenced to NAD 83.
 AC6346
 AC6346.The geoid height was determined by GEOID03.
 AC6346
 AC6346.The dynamic height is computed by dividing the NAVD 88
 AC6346.geopotential number by the normal gravity value computed on the
 AC6346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6346.degrees latitude (g = 980.6199 gals.).
 AC6346
 AC6346.The modeled gravity was interpolated from observed gravity values.
 AC6346
 AC6346;                    North         East     Units Scale Factor Converg.
 AC6346;SPC TX C     - 3,073,967.489   947,650.165   MT  0.99995442   +1 19 34.6
 AC6346;SPC TX C     -10,085,175.00  3,109,082.25   sFT  0.99995442   +1 19 34.6
 AC6346;UTM  14      - 3,353,572.787   619,391.225   MT  0.99977585   +0 37 36.1
 AC6346
 AC6346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6346!SPC TX C     -   0.99997448  x   0.99995442  =   0.99992890
 AC6346!UTM  14      -   0.99997448  x   0.99977585  =   0.99975033
 AC6346
 AC6346                          SUPERSEDED SURVEY CONTROL
 AC6346
 AC6346  ELLIP H (09/15/97)  162.57   (m)                       GP(       ) 4 1
 AC6346  NAVD 88 (09/15/97)  188.31   (m)          617.8    (f) LEVELING    3  
 AC6346
 AC6346.Superseded values are not recommended for survey control.
 AC6346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6346.See file dsdata.txt to determine how the superseded data were derived.
 AC6346
 AC6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1939153573(NAD 83)
 AC6346_MARKER: I = METAL ROD
 AC6346_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6346_STAMPING: AUS5 B 1996
 AC6346_MARK LOGO: NGS   
 AC6346_PROJECTION: FLUSH
 AC6346_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6346+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 AC6346_ROD/PIPE-DEPTH: 4.0  meters
 AC6346_SLEEVE-DEPTH  : 0.9 meters
 AC6346
 AC6346  HISTORY     - Date     Condition        Report By
 AC6346  HISTORY     - 1996     MONUMENTED       NGS
 AC6346  HISTORY     - 19970307 GOOD             NGS
 AC6346  HISTORY     - 20010208 GOOD             TXDOT
 AC6346  HISTORY     - 20020910 GOOD             JCLS
 AC6346  HISTORY     - 20020911 GOOD             JCLS
 AC6346  HISTORY     - 20050305 GOOD             USPSQD
 AC6346  HISTORY     - 20060404 GOOD             USPSQD
 AC6346
 AC6346                          STATION DESCRIPTION
 AC6346
 AC6346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6346'IN AUSTIN, AT THE INTERSECTION OF MOPAC EXPRESSWAY AND 35TH STREET,
 AC6346'122.4 M (401.6 FT) SOUTH OF THE STREET CENTER, 45.5 M (149.3 FT) WEST
 AC6346'OF THE CENTER OF THE SOUTHBOUND LANES OF THE EXPRESSWAY, 38.3 M (125.7
 AC6346'FT) EAST OF A UTILITY LIGHT POLE, 19.6 M (64.3 FT) NORTH OF THE CENTER
 AC6346'OF AN EXPRESSWAY ON RAMP, 18.1 M (59.4 FT) SOUTH OF THE CENTER OF AN
 AC6346'EXPRESSWAY OFF RAMP, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE EXPRESSWAY,
 AC6346'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 AC6346'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AC6346'THE SPECIFICATIONS FOR A CLASS A MARK.
 AC6346
 AC6346                          STATION RECOVERY (1997)
 AC6346
 AC6346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 AC6346'IN AUSTIN, AT THE INTERSECTION OF MOPAC EXPRESSWAY AND 35TH STREET,
 AC6346'122.4 M (401.6 FT) SOUTH OF THE STREET CENTER, 45.5 M (149.3 FT) WEST
 AC6346'OF THE CENTER OF THE SOUTHBOUND LANES OF THE EXPRESSWAY, 38.3 M (125.7
 AC6346'FT) EAST OF A UTILITY LIGHT POLE, 19.6 M (64.3 FT) NORTH OF THE CENTER
 AC6346'OF AN EXPRESSWAY ON RAMP, 18.1 M (59.4 FT) SOUTH OF THE CENTER OF AN
 AC6346'EXPRESSWAY OFF RAMP, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE EXPRESSWAY,
 AC6346'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 AC6346'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AC6346'THE SPECIFICATIONS FOR A CLASS A MARK.
 AC6346
 AC6346                          STATION RECOVERY (2001)
 AC6346
 AC6346'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 AC6346'RECOVERED IN GOOD CONDITION.
 AC6346
 AC6346                          STATION RECOVERY (2002)
 AC6346
 AC6346'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AC6346'RECOVERED IN GOOD CONDITION.
 AC6346
 AC6346                          STATION RECOVERY (2002)
 AC6346
 AC6346'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AC6346'RECOVERED IN GOOD CONDITION.
 AC6346
 AC6346                          STATION RECOVERY (2005)
 AC6346
 AC6346'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AC6346'RECOVERED IN GOOD CONDITION.
 AC6346
 AC6346                          STATION RECOVERY (2006)
 AC6346
 AC6346'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AC6346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1078 ***********************************************************************
 BM1078  FBN         -  This is a Federal Base Network Control Station.
 BM1078  DESIGNATION -  AUSTIN
 BM1078  PID         -  BM1078
 BM1078  STATE/COUNTY-  TX/TRAVIS
 BM1078  USGS QUAD   -  AUSTIN EAST (1988)
 BM1078
 BM1078                         *CURRENT SURVEY CONTROL
 BM1078  ___________________________________________________________________
 BM1078* NAD 83(1993)-  30 20 21.56796(N)    097 41 44.66780(W)     ADJUSTED  
 BM1078* NAVD 88     -       216.7    (meters)     711.     (feet)  GPS OBS   
 BM1078  ___________________________________________________________________
 BM1078  X           -    -737,793.321 (meters)                     COMP
 BM1078  Y           -  -5,459,893.649 (meters)                     COMP
 BM1078  Z           -   3,202,990.571 (meters)                     COMP
 BM1078  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 BM1078  ELLIP HEIGHT-         190.81  (meters)          (10/23/00) GPS OBS
 BM1078  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BM1078
 BM1078  HORZ ORDER  -  A
 BM1078  ELLP ORDER  -  THIRD     CLASS I
 BM1078
 BM1078.The horizontal coordinates were established by GPS observations
 BM1078.and adjusted by the National Geodetic Survey in October 2000..
 BM1078
 BM1078.The orthometric height was determined by GPS observations and a
 BM1078.high-resolution geoid model.
 BM1078
 BM1078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1078
 BM1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1078
 BM1078.The ellipsoidal height was determined by GPS observations
 BM1078.and is referenced to NAD 83.
 BM1078
 BM1078.The geoid height was determined by GEOID03.
 BM1078
 BM1078;                    North         East     Units Scale Factor Converg.
 BM1078;SPC TX C     - 3,077,575.078   953,584.268   MT  0.99994802   +1 21 30.7
 BM1078;SPC TX C     -10,097,010.90  3,128,551.05   sFT  0.99994802   +1 21 30.7
 BM1078;UTM  14      - 3,357,107.062   625,367.941   MT  0.99979390   +0 39 32.0
 BM1078
 BM1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1078!SPC TX C     -   0.99997004  x   0.99994802  =   0.99991806
 BM1078!UTM  14      -   0.99997004  x   0.99979390  =   0.99976394
 BM1078
 BM1078                          SUPERSEDED SURVEY CONTROL
 BM1078
 BM1078  ELLIP H (05/01/00)  190.75   (m)                       GP(       ) 3 1
 BM1078  ELLIP H (07/24/97)  190.85   (m)                       GP(       ) 1 1
 BM1078  ELLIP H (05/09/94)  190.96   (m)                       GP(       ) 4 2
 BM1078  ELLIP H (12/21/93)  190.96   (m)                       GP(       ) 4 1
 BM1078  ELLIP H (04/03/92)  190.96   (m)                       GP(       ) 1 1
 BM1078  NGVD 29 (12/08/88)  216.7    (m)          711.     (f) GPS OBS        
 BM1078
 BM1078.Superseded values are not recommended for survey control.
 BM1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1078.See file dsdata.txt to determine how the superseded data were derived.
 BM1078
 BM1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2536857107(NAD 83)
 BM1078_MARKER: DS = TRIANGULATION STATION DISK
 BM1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1078_SP_SET: CONCRETE POST
 BM1078_STAMPING: TRAVIS AUSTIN NCMN S2270617
 BM1078_MARK LOGO: TXDOT 
 BM1078_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BM1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1078+STABILITY: SURFACE MOTION
 BM1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1078+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2001
 BM1078
 BM1078  HISTORY     - Date     Condition        Report By
 BM1078  HISTORY     - 1981     MONUMENTED       TXHD
 BM1078  HISTORY     - 1988     GOOD             NASA
 BM1078  HISTORY     - 19880323 GOOD             NGS
 BM1078  HISTORY     - 19900405 GOOD             NGS
 BM1078  HISTORY     - 19920204 GOOD
 BM1078  HISTORY     - 19930302 GOOD             NGS
 BM1078  HISTORY     - 19970307 GOOD             NGS
 BM1078  HISTORY     - 19980308 GOOD             NGS
 BM1078  HISTORY     - 20010326 GOOD             TXDOT
 BM1078
 BM1078                          STATION DESCRIPTION
 BM1078
 BM1078'DESCRIBED BY NAT AERO SPACE ADMIN 1988
 BM1078'PRIMARY SCIENTIFIC PURPOSES - MEASUREMENTS SUPPORTING THE NATIONAL
 BM1078'GEODETIC SURVEYS NATIONAL CRUSTAL MOTION NETWORK.
 BM1078'SITE DESCRIPTION - THIS NCMN SITE IS LOCATED AT THE TEXAS STATE
 BM1078'DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION DISTRICT OFFICE.
 BM1078'THIS SITE IS COMPATIBLE FOR OCCUPATION OF MOBILE VLBI SYSTEMS ONLY.
 BM1078'SITE TOPO MAP - UNKNOWN
 BM1078'GEOLOGICAL PROVINCE - ATLANTIC COASTAL PLAIN
 BM1078
 BM1078                          STATION RECOVERY (1988)
 BM1078
 BM1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BM1078'THE STATION IS LOCATED AT THE NORTHEAST SIDE OF AUSTIN, AT THE TEXAS
 BM1078'STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION STORAGE LOTS.
 BM1078'P.O. DRAWER 15426 AUSTIN TX 78761.  PERMISSION BY CURTIS E. (GENE)
 BM1078'STABENO.  TELEPHONE NUMBER 512-836-8640 VOICE PAGER 512-474-3455.
 BM1078'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 BM1078'U.S. HIGHWAY 183, ON THE NORTHEAST SIDE OF AUSTIN.  GO NORTH ON THE
 BM1078'SERVICE ROAD FOR 0.20 KM (0.10 MI) TO AN ENTRANCE ROAD TO THE STATE
 BM1078'DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION DISTRICT OFFICE, ON
 BM1078'THE RIGHT.  TURN RIGHT AND GO FOR ABOUT 50 M (164.0 FT) TO A FORK.
 BM1078'BEAR RIGHT AT THE FORK AND GO 0.08 KM (0.05 MI) TO A CROSSROAD, WITH
 BM1078'3 GATES.  TURN LEFT, PASSING THROUGH A GATE, THEN RIGHT, BETWEEN TWO
 BM1078'BUILDINGS, TO THE END OF THE BUILDING ON THE RIGHT.  BEAR RIGHT, THEN
 BM1078'LEFT, TO A ROAD LEADING INTO THE STORAGE LOT.  BEAR LEFT, DOWN THE
 BM1078'ROAD INTO THE STORAGE LOT AND THE STATION, ABOUT 30 M (98.4 FT)
 BM1078'STRAIGHT AHEAD.
 BM1078'THE STATION IS LOCATED 29.6 M (97.1 FT) EAST-SOUTHEAST OF THE CENTER
 BM1078'OF THE ROAD, AT THE JUNCTION WITH THE STORAGE LOT, 21.1 M (69.2 FT)
 BM1078'WEST-NORTHWEST OF A NORTH-SOUTH CHAIN LINK FENCE AND 5.1 M (16.7 FT)
 BM1078'SOUTH-SOUTHWEST OF THE EDGE OF THE ASPHALT.
 BM1078'DESCRIBED BY R.D.B.
 BM1078'NOTE---- THE SURVEY MARK IS A STATE DEPARTMENT OF HIGHWAYS AND PUBLIC
 BM1078'TRANSPORTATION SURVEY MONUMENT.  IT IS STAMPED NCMN S2270617.
 BM1078
 BM1078                          STATION RECOVERY (1990)
 BM1078
 BM1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BM1078'THE STATION IS LOCATED IN THE NORTHERN PART OF AUSTIN IN THE STATE
 BM1078'HIGHWAY DEPARTMENTS ROAD WORK YARD.  OWNERSHIP--TEXAS STATE HIGHWAY
 BM1078'DEPARTMENT, CONTACT GENE STABENO IN WAREHOUSE AND EQUIPMENT SHOP,
 BM1078'PHONE 512-836-8640.
 BM1078'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 35
 BM1078'AND STATE HIGHWAY 183, GO NORTH ON THE FRONTAGE ROAD ON THE EAST SIDE
 BM1078'OF INTERSTATE 35 FOR 0.31 KM (0.19 MI) TO THE NORTHERNMOST ENTRANCE
 BM1078'TO THE STATE HIGHWAY DEPARTMENT PARKING LOT ON THE RIGHT.  TURN RIGHT
 BM1078'AND GO EAST FOR 0.16 KM (0.10 MI) TO AN ELECTRIC GATE (PASS CARD
 BM1078'NEEDED).  CONTINUE AHEAD THROUGH THE GATE AND TURN RIGHT, SOUTH FOR
 BM1078'0.09 KM (0.06 MI) , THEN LEFT, EASTERLY FOR 0.16 KM (0.10 MI) PASSING
 BM1078'BETWEEN THE SIGN SHOP AND THE EQUIPMENT SHOP, TO THE STATION, JUST
 BM1078'BEFORE A CHAIN LINK FENCE SURROUNDING A SUPPLY COMPOUND.
 BM1078'THE STATION IS A STANDARD STATE HIGHWAY TRIANGULATION DISK SET IN THE
 BM1078'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 21.34 M
 BM1078'(70.01 FT) WEST OF A CHAIN LINK FENCE, 5.19 M (17.03 FT)
 BM1078'WEST-NORTHWEST OF A NO PARKING AREA IN FRONT OF A GATE TO THE SUPPLY
 BM1078'COMPOUND AND 5.19 M (17.03 FT) SOUTH OF THE NORTH EDGE OF THE PARKING
 BM1078'AREA.
 BM1078'DESCRIBED BY T.R. WERNER, TYPED BY HJS.
 BM1078
 BM1078                          STATION RECOVERY (1992)
 BM1078
 BM1078'RECOVERED 1992
 BM1078'RECOVERED IN GOOD CONDITION.
 BM1078
 BM1078                          STATION RECOVERY (1993)
 BM1078
 BM1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BM1078'THE STATION IS LOCATED IN AUSTIN AT THE EAST EDGE OF A LARGE ASPHALT
 BM1078'PARKING AND STORAGE AREA FOR STATE VEHICLES AND IS ABOUT HALFWAY DOWN
 BM1078'A GRADUAL SLOPE TO THE EAST ON THE EAST SIDE OF THE COMPLEX AT THE
 BM1078'TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION DISTRICT
 BM1078'OFFICE.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION, DISTRICT 14,
 BM1078'P.O. DRAWER 15426, AUSTIN, TX 78761.  FOR PERMISSION AND ACCESS TO
 BM1078'THIS STATION CONTACT GENE STABENO, DISTRICT EQUIPMENT SUPERVISOR,
 BM1078'PHONE 512-832-7138.
 BM1078'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35
 BM1078'AND U.S. HIGHWAY 183 IN NORTHERN AUSTIN, GO SOUTHWEST ON HIGHWAY 183
 BM1078'FOR 0.05 KM (0.05 MI) TO A CROSSROAD AT A STOPLIGHT.  TURN LEFT,
 BM1078'NORTHEAST ON THE FRONTAGE ROAD FOR 0.22 KM (0.15 MI) TO THE SOUTH
 BM1078'ENTRANCE TO THE TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC
 BM1078'TRANSPORTATION ON THE RIGHT.  TURN RIGHT, EAST ON THE ENTRANCE ROAD
 BM1078'FOR 0.05 KM (0.05 MI) TO A Y-INTERSECTION, THE DISTRICT OFFICE ON THE
 BM1078'LEFT AND THE ENGINEERS OFFICE ON THE RIGHT.  BEAR RIGHT,
 BM1078'EAST-SOUTHEAST PASSING BETWEEN THE TWO BUILDINGS AND THROUGH A SMALL
 BM1078'PARKING AREA FOR 0.10 KM (0.05 MI) TO THE ENTRANCE TO THE STATE
 BM1078'VEHICLE PARKING AREA ON THE LEFT AND A SMALL PARKING LOT ON THE
 BM1078'RIGHT.  TURN LEFT, NORTH-NORTHEAST ON THE ROAD FOR 30 M (98.4 FT) TO
 BM1078'A LOCKED GATE.  PASS THROUGH THE GATE, IMMEDIATELY TURNING RIGHT,
 BM1078'EAST-SOUTHEAST, PASSING BETWEEN A LARGE PARKING AREA FOR STATE
 BM1078'VEHICLES ON THE LEFT AND A SIGN SHOP ON THE RIGHT AND A GROUP OF GAS
 BM1078'PUMPS ON THE RIGHT FOR 0.16 KM (0.10 MI) TO THE STATION.
 BM1078'STATION MARK IS SET IN THE TOP OF A 60-CM ROUND MASS OF CONCRETE THAT
 BM1078'IS FLUSH WITH THE GROUND.  IT IS 63.7 M (209.0 FT) EAST FROM THE
 BM1078'SOUTHEAST CORNER OF THE WALL AROUND THE GROUP OF GAS PUMPS, 21.3 M
 BM1078'(69.9 FT) NORTHEAST FROM THE NORTHEAST GATEPOST OF A CHAINLINK FENCE
 BM1078'AROUND A STORAGE AREA FOR CULVERTS, PIPES AND POWERPOLES, 36.6 M
 BM1078'(120.1 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A SMALL CONCRETE
 BM1078'BLOCK BUILDING HOUSING A GAS PUMP FOR NATURAL GAS VEHICLES, AND 66.2
 BM1078'M (217.2 FT) SOUTH-SOUTHEAST FROM THE TOP OF THE NORTHWEST CORNER OF
 BM1078'THE NORTH ONE OF TWO LOADING DOCKS.
 BM1078
 BM1078                          STATION RECOVERY (1997)
 BM1078
 BM1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 BM1078'RECOVERED AS DESCRIBED.
 BM1078
 BM1078                          STATION RECOVERY (1998)
 BM1078
 BM1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BM1078'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF AUSTIN AT THE STATE
 BM1078'HIGHWAY DISTRICT 14 MAINTENENCE YARD.  OWNERSHIP--TEXAS DEPARTMENT OF
 BM1078'TRANSPORTATION, DISTRICT 14., P.O. DRAWER 15426, AUSTIN, TX 78761. FOR
 BM1078'ACCESS TO THE STATION DURING 8 TO 4.30 BUSINESS HOURS CONTACT DISTRICT
 BM1078'EQUIPMENT MANAGER TERRY EULENFELD, PHONE 512-832-7151.  TO REACH THE
 BM1078'STATION FROM THE JUNCTION OF NORTHBOUND FRONTAGE ROAD OF INTERSTATE
 BM1078'HIGHWAY 35 (EXIT 240) AND U.S. HIGHWAY 183, GO NORTHERLY ON THE I-35
 BM1078'FRONTAGE ROAD FOR 0.08 KM (0.05 MI) TO THE MOST SOUTHERLY ENTRANCE
 BM1078'DRIVE TO THE TEXAS HIGHWAYS DISTRICT OFFICE ON THE RIGHT AT A BRICK
 BM1078'SIGN, SECOND DRIVEWAY FROM THE INTERSECTION.  TURN RIGHT AND GO
 BM1078'NORTHEAST FOR 46 M (150.9 FT) TO A Y-INTERSECTION WITH DISTRICT
 BM1078'OFFICE, BUILDING 1, ON THE LEFT.  SIGN IN AT THE DISTRICT OFFICE FRONT
 BM1078'DESK.  BEAR RIGHT AND GO EAST-SOUTHEAST FOR 107 M (351.0 FT) TO THE
 BM1078'SECOND DRIVE LEFT WITH A GATE AND BUILDING 5 AHEAD ON THE LEFT. TURN
 BM1078'LEFT AND GO NORTH-NORTHWEST FOR 30.5 M (100.1 FT) AND PASS THROUGH THE
 BM1078'GATE.  TURN RIGHT AND GO EAST-SOUTHEAST FOR 0.15 KM (0.10 MI) WITH
 BM1078'BUILDING 6 ON THE RIGHT AND BEARING RIGHT AT THE NORTH SIDE OF
 BM1078'BUILDING 6 TO A CHAIN LINK GATE AHEAD AND THE STATION.  THE STATION
 BM1078'MARK IS A TEXAS DEPARTMENT OF TRANSPORTATION TRIANGULATION SURVEY DISK
 BM1078'IN A 60 CM ROUND CONCRETE MONUMENT SET FLUSH WITH THE ASPHALT
 BM1078'PAVEMENT.  IT IS LOCATED 62.5 M (205.1 FT) EAST-SOUTHEAST FROM THE
 BM1078'EAST EDGE OF AND ON LINE WITH A FUEL PUMP ISLAND, 36.6 M (120.1 FT)
 BM1078'EAST FROM THE EAST CORNER OF A 24X18 FT CONCRETE SLAB FOR NATURAL GAS
 BM1078'FUEL, 30.8 M (101.0 FT) NORTH FROM THE NORTH CORNER OF A METAL STORAGE
 BM1078'BUILDING, 21.3 M (69.9 FT) NORTH-NORTHWEST FROM THE CENTER OF A GATE
 BM1078'TO A STORAGE YARD AND 15.5 M (50.9 FT) SOUTH-SOUTHWEST FROM THE
 BM1078'EXTENDED NORTH FACE OF BUILDING 6.
 BM1078
 BM1078                          STATION RECOVERY (2001)
 BM1078
 BM1078'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 BM1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9945 ***********************************************************************
 AG9945  DESIGNATION -  AUSTIN
 AG9945  PID         -  AG9945
 AG9945  STATE/COUNTY-  TX/TRAVIS
 AG9945  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 AG9945
 AG9945                         *CURRENT SURVEY CONTROL
 AG9945  ___________________________________________________________________
 AG9945* NAD 83(1993)-  30 22 46.86457(N)    097 41 11.00068(W)     ADJUSTED  
 AG9945* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 AG9945  ___________________________________________________________________
 AG9945  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AG9945  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AG9945
 AG9945  HORZ ORDER  -  THIRD
 AG9945
 AG9945.The horizontal coordinates were established by classical geodetic methods
 AG9945.and adjusted by the National Geodetic Survey in July 1998..
 AG9945
 AG9945.The orthometric height was scaled from a topographic map.
 AG9945
 AG9945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9945
 AG9945.The geoid height was determined by GEOID03.
 AG9945
 AG9945;                    North         East     Units Scale Factor Converg.
 AG9945;SPC TX C     - 3,082,069.186   954,376.772   MT  0.99994019   +1 21 48.0
 AG9945;SPC TX C     -10,111,755.32  3,131,151.13   sFT  0.99994019   +1 21 48.0
 AG9945;UTM  14      - 3,361,590.496   626,215.107   MT  0.99979653   +0 39 51.9
 AG9945
 AG9945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9945!SPC TX C     -   0.99996667  x   0.99994019  =   0.99990687
 AG9945!UTM  14      -   0.99996667  x   0.99979653  =   0.99976321
 AG9945
 AG9945                          SUPERSEDED SURVEY CONTROL
 AG9945
 AG9945.No superseded survey control is available for this station.
 AG9945
 AG9945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2621561590(NAD 83)
 AG9945_MARKER: DS = TRIANGULATION STATION DISK
 AG9945
 AG9945  HISTORY     - Date     Condition        Report By
 AG9945  HISTORY     - 1954     MONUMENTED       USGS
 AG9945
 AG9945                          STATION DESCRIPTION
 AG9945
 AG9945'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9945'STATION IS LOCATED ABOUT 8 MI. N. OF STATE CAPITOL BUILDING IN AUSTIN,
 AG9945'IN SMALL GRASS COVERED AREA, AT SUMMIT OF LARGE, ROLLING HILL, ABOUT
 AG9945'500 FT. S. OF WHITE HOUSE AND 174 FT. N. OF CULTIVATED FIELD.
 AG9945'NOTE--AFTER STATION WAS LOCATED, CONSTRUCTION WAS STARTED ON A LARGE
 AG9945'STEEL WATER TANK THAT WILL BE PLACED ABOUT 100 FT. S. OF STATION.
 AG9945'TO REACH FROM INTERSECTION OF EAST AVE. AND 39TH STREET, IN AUSTIN, GO
 AG9945'NE. AND N. ON EAST AVE. (U.S. HIGHWAY 81) 6.5 MI., TURN LEFT AND GO W.
 AG9945'0.6 MI. ALONG COUNTRY RD., TURN LEFT ON GRAVEL ACCESS RD. AND GO S.
 AG9945'0.15 MI. AND STATION 85 FT. TO THE W.
 AG9945'STATION MARK--STANDARD TABLET STAMPED---AUSTIN 1954---, SET IN
 AG9945'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2326 ***********************************************************************
 AN2326  DESIGNATION -  AUSTIN 1911
 AN2326  PID         -  AN2326
 AN2326  STATE/COUNTY-  TX/REFUGIO
 AN2326  USGS QUAD   -  AUSTWELL (1973)
 AN2326
 AN2326                         *CURRENT SURVEY CONTROL
 AN2326  ___________________________________________________________________
 AN2326* NAD 83(1993)-  28 22 43.33613(N)    096 49 34.26616(W)     ADJUSTED  
 AN2326* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AN2326  ___________________________________________________________________
 AN2326  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AN2326  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN2326
 AN2326  HORZ ORDER  -  SECOND
 AN2326
 AN2326.The horizontal coordinates were established by classical geodetic methods
 AN2326.and adjusted by the National Geodetic Survey in February 1996..
 AN2326
 AN2326.The orthometric height was scaled from a topographic map.
 AN2326
 AN2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2326
 AN2326.The geoid height was determined by GEOID03.
 AN2326
 AN2326;                    North         East     Units Scale Factor Converg.
 AN2326;SPC TXSC     - 4,062,424.538   813,056.328   MT  1.00000133   +1 03 53.9
 AN2326;SPC TXSC     -13,328,137.84  2,667,502.30   sFT  1.00000133   +1 03 53.9
 AN2326;UTM  14      - 3,141,075.763   713,011.302   MT  1.00016002   +1 02 01.0
 AN2326
 AN2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2326!SPC TXSC     -   1.00000348  x   1.00000133  =   1.00000481
 AN2326!UTM  14      -   1.00000348  x   1.00016002  =   1.00016350
 AN2326
 AN2326                          SUPERSEDED SURVEY CONTROL
 AN2326
 AN2326  NAD 83(1986)-  28 22 43.34567(N)    096 49 34.24867(W) AD(       ) 2
 AN2326  NAD 27      -  28 22 42.33000(N)    096 49 33.30000(W) AD(       ) 2
 AN2326
 AN2326.Superseded values are not recommended for survey control.
 AN2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2326.See file dsdata.txt to determine how the superseded data were derived.
 AN2326
 AN2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1301141076(NAD 83)
 AN2326_MARKER: DS = TRIANGULATION STATION DISK
 AN2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2326+STABILITY: SURFACE MOTION
 AN2326
 AN2326  HISTORY     - Date     Condition        Report By
 AN2326  HISTORY     - 1911     MONUMENTED       CGS
 AN2326  HISTORY     - 1931     GOOD             CGS
 AN2326  HISTORY     - 1934     SEE DESCRIPTION  CGS
 AN2326  HISTORY     - 1937     GOOD             TXHD
 AN2326  HISTORY     - 1952     GOOD             USGS
 AN2326  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2326  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2326
 AN2326                          STATION DESCRIPTION
 AN2326
 AN2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JCG)
 AN2326'ON W SHORE OF HYNES BAY, 2-1/4 MILES FROM SHARPS POINT, AND
 AN2326'ABOUT 500 METERS (1,640 FEET) N FROM MR. AUSTINS HOUSE, THE
 AN2326'FIRST AND MOST CONSPICUOUS HOUSE ON THE W SHORE OF THE BAY
 AN2326'WHEN APPROACHING FROM THE S.
 AN2326'
 AN2326'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 AN2326'POST 1-1/2 FEET IN DIAMETER AND 2-1/2 FEET LONG.
 AN2326'
 AN2326'REFERENCE MARK IS A BOTTLE IN CONCRETE SET 30 INCHES BELOW
 AN2326'SURFACE OF GROUND, ABOVE WHICH IS A STANDARD REFERENCE DISK IN
 AN2326'CONCRETE POST.  IT IS 27.08 METERS (88.8 FEET) FROM STATION
 AN2326'S 47 DEG 23 MIN W.
 AN2326
 AN2326                          STATION RECOVERY (1931)
 AN2326
 AN2326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AN2326'IN 1931 STARKS RANCH HAD BEEN
 AN2326'BUILT UP AROUND THE STATION, AND THE MARK WAS 8-1/2 FEET
 AN2326'NE OF NE CORNER OF THE SHED CLOSEST TO THE BLUFF, 4 PACES
 AN2326'FROM THE BLUFF BANK, AND 40 METERS (131 FEET) NE OF STARKS
 AN2326'HOUSE.
 AN2326'
 AN2326'IN 1931 THE REFERENCE MARK WAS FOUND IN REAR OF
 AN2326'HOUSE, IN CHICKEN YARD, UNDER A COOP, AND WAS REPORTED AS HAVING
 AN2326'BEEN DISTURBED, THE ARROW ON THE DISK POINTING TO THE SE
 AN2326'INSTEAD OF TOWARD THE STATION.  IN 1931 CONNECTION BY TRAVERSE
 AN2326'WAS MADE WITH STATION AUSTWELL, DISTANT 125.2 METERS (411
 AN2326'FEET) N 85 DEG 07 MIN W.
 AN2326
 AN2326                          STATION RECOVERY (1934)
 AN2326
 AN2326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN2326'STATION MARK RECOVERED.  OWNER OF PROPERTY STATES THAT MARKER
 AN2326'WAS DUG UP IN 1920 BUT REPLACED WITHIN A FOOT OF ITS ORIGINAL
 AN2326'POSITION.  LOCATION AND CONDITION OF UNDERGROUND MARK NOT
 AN2326'DETERMINED.
 AN2326'
 AN2326'REFERENCE MARK WAS FOUND IN A CHICKEN YARD, IN REAR OF HOUSE,
 AN2326'AND UNDER A CHICKEN COOP, IT HAS APPARENTLY BEEN DISTURBED
 AN2326'AS ARROW POINTS SE INSTEAD OF TOWARD STATION.
 AN2326'
 AN2326'REACHED FROM AUSTWELL.  FOLLOW MAIN STREET SE TO POINT WHERE
 AN2326'IT TURNS S TOWARD AUSTWELL GIN AND KEEP RANCH ROAD STRAIGHT
 AN2326'AHEAD 1.1 MILE TO STARKS RANCH.  STATION IS DIRECTLY BACK OF
 AN2326'RANCH HOUSE AND ABOUT 10 FEET FROM EDGE OF BLUFF.
 AN2326
 AN2326                          STATION RECOVERY (1937)
 AN2326
 AN2326'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN2326'STATION MARK RECOVERED IN GOOD CONDITION.  THE REFERENCE
 AN2326'MARK HAD BEEN DISTURBED AS DESCRIBED IN 1934.
 AN2326'
 AN2326'DESCRIPTION OF 1934 IS ADEQUATE.
 AN2326
 AN2326                          STATION RECOVERY (1952)
 AN2326
 AN2326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AN2326'STATION FOUND IN GOOD CONDITION.  STAMPED AUSTIN 1911.  REFERENCE
 AN2326'MARK FOUND LYING ON THE GROUND NEAR THE STATION.
 AN2326
 AN2326                          STATION RECOVERY (1969)
 AN2326
 AN2326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2326'THE STATION SITE WAS VISITED AND THE SURFACE STATION MARK
 AN2326'WAS FOUND LYING ON ITS SIDE ON THE BLUFF BANK.  THE UNDERGROUND
 AN2326'MARK NOT SEARCHED FOR AS THERE WERE NO POINTS OF REFERENCE.
 AN2326'THE REFERENCE MARKS WERE NOT SEARCHED FOR AND PRESUMED LOST
 AN2326'AS REPORTED IN PREVIOUS DESCRIPTIONS.  THE UNDERGROUND MARK
 AN2326'COULD POSSIBLY BE LOCATED FROM TRIANGULATION STATION AUSTWELL
 AN2326'2 1953 BUT THERE IS A SHED ON LINE BETWEEN THE TWO SITES.
 AN2326'FOR ALL PRACTICAL PURPOSES THE STATION IS LOST.
 AN2326'
 AN2326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 AN2326'SOUTHEAST OF AUSTWELL
 AN2326
 AN2326                          STATION RECOVERY (1999)
 AN2326
 AN2326'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0886 ***********************************************************************
 BM0886  DESIGNATION -  AUSTIN ARANSAS COMPRESS CO TK
 BM0886  PID         -  BM0886
 BM0886  STATE/COUNTY-  TX/TRAVIS
 BM0886  USGS QUAD   -  AUSTIN EAST (1988)
 BM0886
 BM0886                         *CURRENT SURVEY CONTROL
 BM0886  ___________________________________________________________________
 BM0886* NAD 83(1993)-  30 15 29.07292(N)    097 42 45.31825(W)     ADJUSTED  
 BM0886* NAVD 88     -                                                        
 BM0886  ___________________________________________________________________
 BM0886  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 BM0886  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BM0886
 BM0886  HORZ ORDER  -  THIRD
 BM0886
 BM0886.The horizontal coordinates were established by classical geodetic methods
 BM0886.and adjusted by the National Geodetic Survey in February 1996..
 BM0886
 BM0886
 BM0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0886
 BM0886.The geoid height was determined by GEOID03.
 BM0886
 BM0886;                    North         East     Units Scale Factor Converg.
 BM0886;SPC TX C     - 3,068,532.668   952,176.994   MT  0.99996526   +1 20 59.4
 BM0886;SPC TX C     -10,067,344.26  3,123,934.02   sFT  0.99996526   +1 20 59.4
 BM0886;SPC TXSC     - 4,269,418.687   723,891.495   MT  0.99999280   +0 37 50.6
 BM0886;SPC TXSC     -14,007,251.14  2,374,967.35   sFT  0.99999280   +0 37 50.6
 BM0886;UTM  14      - 3,348,084.017   623,850.499   MT  0.99978924   +0 38 55.7
 BM0886
 BM0886                          SUPERSEDED SURVEY CONTROL
 BM0886
 BM0886  NAD 83(1986)-  30 15 29.09125(N)    097 42 45.30079(W) AD(       ) 4
 BM0886  NAD 27      -  30 15 28.33900(N)    097 42 44.27800(W) AD(       ) 3
 BM0886
 BM0886.Superseded values are not recommended for survey control.
 BM0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0886.See file dsdata.txt to determine how the superseded data were derived.
 BM0886
 BM0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2385048084(NAD 83)
 BM0886_MARKER: 53 = ELEVATED TANK
 BM0886
 BM0886  HISTORY     - Date     Condition        Report By
 BM0886  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0886  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 BM0886
 BM0886                          STATION DESCRIPTION
 BM0886
 BM0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0886'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK
 BM0886'AT THE ARANSAS COMPRESS COMPANY WAREHOUSE.  IT IS A TALL,
 BM0886'STEEL TANK, WITH ROUND BOTTOM AND CONICAL TOP, AND HAS A BALL
 BM0886'AT THE CENTER OF THE TOP.  IT IS SUPPORTED BY FOUR LEGS.
 BM0886'THE ENTIRE STRUCTURE IS PAINTED SILVER.  THE TANK IS ABOUT
 BM0886'125 FEET HIGH AND IS VERY PROMINENT.  IT WAS ERECTED IN 1924.
 BM0886'
 BM0886'THE TANK IS IN THE SE PART OF TOWN, ABOUT 2 MILES SE
 BM0886'OF THE CAPITOL.  ABOUT 0.1 MILE W OF THE E CITY LIMITS.  ABOUT
 BM0886'1/2 MILE N OF THE COLORADO RIVER.  ABOUT 0.25 MILE E OF A
 BM0886'RAILROAD Y.  ABOUT 75 FEET N OF THE N TRACK OF RAILROAD.
 BM0886'ABOUT 45 FEET S OF THE EXTENSION OF THE CENTER LINE OF E
 BM0886'6TH STREET.  ABOUT 65 FEET E OF CALLES STREET.  AND ABOUT
 BM0886'50 FEET W OF THE W END OF THE COTTON WAREHOUSE.
 BM0886
 BM0886                          STATION RECOVERY (1983)
 BM0886
 BM0886'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0886'THE TANK HAS BEEN DESTROYED.  A WAREHOUSE AND PAVED PARKING AREA
 BM0886'NOW OCCUPIES THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0902 ***********************************************************************
 BM0902  DESIGNATION -  AUSTIN BROWNSV FT WORTH AWY 34
 BM0902  PID         -  BM0902
 BM0902  STATE/COUNTY-  TX/TRAVIS
 BM0902  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0902
 BM0902                         *CURRENT SURVEY CONTROL
 BM0902  ___________________________________________________________________
 BM0902* NAD 83(1993)-  30 26 56.26399(N)    097 38 24.92923(W)     ADJUSTED  
 BM0902* NAVD 88     -                                                        
 BM0902  ___________________________________________________________________
 BM0902  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BM0902  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BM0902
 BM0902  HORZ ORDER  -  THIRD
 BM0902
 BM0902.The horizontal coordinates were established by classical geodetic methods
 BM0902.and adjusted by the National Geodetic Survey in February 1996..
 BM0902
 BM0902
 BM0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0902
 BM0902.The geoid height was determined by GEOID03.
 BM0902
 BM0902;                    North         East     Units Scale Factor Converg.
 BM0902;SPC TX C     - 3,089,852.915   958,623.294   MT  0.99992790   +1 23 13.5
 BM0902;SPC TX C     -10,137,292.44  3,145,083.26   sFT  0.99992790   +1 23 13.5
 BM0902;UTM  14      - 3,369,320.874   630,555.626   MT  0.99981027   +0 41 21.0
 BM0902
 BM0902                          SUPERSEDED SURVEY CONTROL
 BM0902
 BM0902  NAD 83(1986)-  30 26 56.28532(N)    097 38 24.91288(W) AD(       ) 4
 BM0902  NAD 27      -  30 26 55.54900(N)    097 38 23.89600(W) AD(       ) 3
 BM0902
 BM0902.Superseded values are not recommended for survey control.
 BM0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0902.See file dsdata.txt to determine how the superseded data were derived.
 BM0902
 BM0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3055669321(NAD 83)
 BM0902_MARKER: 22 = AIRWAY BEACON
 BM0902
 BM0902  HISTORY     - Date     Condition        Report By
 BM0902  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0902  HISTORY     - 1944     GOOD             CGS
 BM0902
 BM0902                          STATION DESCRIPTION
 BM0902
 BM0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0902'THIS INTERSECTION STATION IS THE CENTER OF THE REVOLVING
 BM0902'WHITE LIGHT OF AIRWAY BEACON NO. 34 ON THE BROWNSVILLE-FORT
 BM0902'WORTH AIRWAY.  THE LIGHT IS ON A STANDARD SQUARE 50-FOOT
 BM0902'SKELETON STEEL TOWER.  THE TWO RED COURSE LIGHT FLASH H.
 BM0902'
 BM0902'THE BEACON IS ABOUT 14 MILES NNE OF AUSTIN AND ABOUT 1-1/2
 BM0902'MILES NW OF PFLUGERVILLE.
 BM0902'
 BM0902'THE STATION WAS NOT VISITED FOR A COMPLETE DESCRIPTION.
 BM0902
 BM0902                          STATION RECOVERY (1944)
 BM0902
 BM0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 BM0902'AUSTIN-BROWNSVILLE-FT. WORTH AIRWAY BEACON NO. 34 IS NOW
 BM0902'NO. 36 AND IS STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0929 ***********************************************************************
 BM0929  DESIGNATION -  AUSTIN CAMP MABRY TANK
 BM0929  PID         -  BM0929
 BM0929  STATE/COUNTY-  TX/TRAVIS
 BM0929  USGS QUAD   -  AUSTIN WEST (1988)
 BM0929
 BM0929                         *CURRENT SURVEY CONTROL
 BM0929  ___________________________________________________________________
 BM0929* NAD 83(1993)-  30 18 49.29608(N)    097 45 43.80338(W)     ADJUSTED  
 BM0929* NAVD 88     -                                                        
 BM0929  ___________________________________________________________________
 BM0929  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 BM0929  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BM0929
 BM0929  HORZ ORDER  -  THIRD
 BM0929
 BM0929.The horizontal coordinates were established by classical geodetic methods
 BM0929.and adjusted by the National Geodetic Survey in February 1996..
 BM0929
 BM0929
 BM0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0929
 BM0929.The geoid height was determined by GEOID03.
 BM0929
 BM0929;                    North         East     Units Scale Factor Converg.
 BM0929;SPC TX C     - 3,074,585.049   947,264.682   MT  0.99995324   +1 19 27.5
 BM0929;SPC TX C     -10,087,201.11  3,107,817.54   sFT  0.99995324   +1 19 27.5
 BM0929;UTM  14      - 3,354,194.897   619,013.378   MT  0.99977474   +0 37 29.5
 BM0929
 BM0929                          SUPERSEDED SURVEY CONTROL
 BM0929
 BM0929  NAD 83(1986)-  30 18 49.31431(N)    097 45 43.78705(W) AD(       ) 4
 BM0929  NAD 27      -  30 18 48.57200(N)    097 45 42.76300(W) AD(       ) 3
 BM0929
 BM0929.Superseded values are not recommended for survey control.
 BM0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0929.See file dsdata.txt to determine how the superseded data were derived.
 BM0929
 BM0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1901354195(NAD 83)
 BM0929_MARKER: 53 = ELEVATED TANK
 BM0929
 BM0929  HISTORY     - Date     Condition        Report By
 BM0929  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0929  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0929
 BM0929                          STATION DESCRIPTION
 BM0929
 BM0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0929'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK
 BM0929'AT CAMP MABRY (TEXAS NATIONAL GUARD CAMP).  IT IS A TALL,
 BM0929'STEEL TANK, WITH ROUND BOTTOM AND CONICAL TOP, AND HAS A BALL
 BM0929'AT THE CENTER OF THE TOP.  IT IS SUPPORTED BY FOUR LEGS.
 BM0929'THE LEGS AND BOTTOM OF THE TANK ARE PAINTED BLACK AND THE WALL
 BM0929'AND TOP OF THE TANK ARE PAINTED SILVER.  THE TANK IS ABOUT 150
 BM0929'FEET HIGH AND VERY PROMINENT.  IT WAS ERECTED IN 1917.
 BM0929'
 BM0929'CAMP MABRY IS ABOUT 3 MILES NNW OF THE CAPITOL IN AUSTIN,
 BM0929'JUST NW OF THE NW CITY LIMITS OF AUSTIN, ON THE W SIDE OF
 BM0929'THE MISSOURI PACIFIC RAILROAD.  THE TANK IS AT THE W EDGE
 BM0929'OF THE MAIN PART OF THE CAMP, AT THE EDGE OF A BLUFF OVERLOOKING
 BM0929'A DEEP VALLEY AND THE RIFLE RANGE IN THE VALLEY.
 BM0929
 BM0929                          STATION RECOVERY (1990)
 BM0929
 BM0929'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0900 ***********************************************************************
 BM0900  DESIGNATION -  AUSTIN CAP DOME LIBERTY BASE
 BM0900  PID         -  BM0900
 BM0900  STATE/COUNTY-  TX/TRAVIS
 BM0900  USGS QUAD   -  AUSTIN EAST (1988)
 BM0900
 BM0900                         *CURRENT SURVEY CONTROL
 BM0900  ___________________________________________________________________
 BM0900* NAD 83(1993)-  30 16 28.82906(N)    097 44 25.24915(W)     ADJUSTED  
 BM0900* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 BM0900  ___________________________________________________________________
 BM0900  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 BM0900  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BM0900
 BM0900  HORZ ORDER  -  THIRD
 BM0900
 BM0900.The horizontal coordinates were established by classical geodetic methods
 BM0900.and adjusted by the National Geodetic Survey in July 1998..
 BM0900
 BM0900.The orthometric height was scaled from a topographic map.
 BM0900
 BM0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0900
 BM0900.The geoid height was determined by GEOID03.
 BM0900
 BM0900;                    North         East     Units Scale Factor Converg.
 BM0900;SPC TX C     - 3,070,309.614   949,463.568   MT  0.99996157   +1 20 07.9
 BM0900;SPC TX C     -10,073,174.13  3,115,031.72   sFT  0.99996157   +1 20 07.9
 BM0900;SPC TXSC     - 4,271,229.589   721,200.488   MT  0.99999751   +0 37 01.6
 BM0900;SPC TXSC     -14,013,192.41  2,366,138.60   sFT  0.99999751   +0 37 01.6
 BM0900;UTM  14      - 3,349,893.691   621,159.487   MT  0.99978110   +0 38 06.5
 BM0900
 BM0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0900!SPC TX C     -   0.99997798  x   0.99996157  =   0.99993955
 BM0900!SPC TXSC     -   0.99997798  x   0.99999751  =   0.99997549
 BM0900!UTM  14      -   0.99997798  x   0.99978110  =   0.99975908
 BM0900
 BM0900                          SUPERSEDED SURVEY CONTROL
 BM0900
 BM0900  NAD 83(1993)-  30 16 28.82906(N)    097 44 25.24915(W) AD(       ) 4
 BM0900  NAD 83(1986)-  30 16 28.84710(N)    097 44 25.23199(W) AD(       ) 4
 BM0900  NAD 27      -  30 16 28.09600(N)    097 44 24.21100(W) AD(       ) 3
 BM0900
 BM0900.Superseded values are not recommended for survey control.
 BM0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0900.See file dsdata.txt to determine how the superseded data were derived.
 BM0900
 BM0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2115949894(NAD 83)
 BM0900_MARKER: 90 = CHURCH SPIRE
 BM0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0900+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 BM0900
 BM0900  HISTORY     - Date     Condition        Report By
 BM0900  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0900  HISTORY     - 1965     GOOD             CGS
 BM0900  HISTORY     - 1965     GOOD             NGS
 BM0900  HISTORY     - 1973     GOOD             NGS
 BM0900  HISTORY     - 1983     GOOD             USPSQD
 BM0900  HISTORY     - 1990     GOOD             USPSQD
 BM0900  HISTORY     - 19980321 GOOD             USPSQD
 BM0900  HISTORY     - 20021103 GOOD             GEOCAC
 BM0900  HISTORY     - 20040611 GOOD             USPSQD
 BM0900
 BM0900                          STATION DESCRIPTION
 BM0900
 BM0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0900'THIS INTERSECTION STATION IS THE CENTER OF THE BASE OF THE
 BM0900'STATUE OF LIBERTY ON TOP OF THE DOME OF THE TEXAS STATE
 BM0900'CAPITOL.  THE CAPITOL IS A RED, STONE BUILDING AND HAS A
 BM0900'ROUND TOWER AT THE CENTER OF THE TOP.  TOWER HAS COLONNADE
 BM0900'OF 24 COLUMNS NEAR THE BASE.  THE TOP OF THE TOWER IS A DOME
 BM0900'WITH HORIZONTAL BANDS AND 24 RADIAL RIBS.  THERE ARE SMALL
 BM0900'WINDOWS NEAR THE BASE OF DOME BETWEEN RIBS.  DOME IS SURMOUNTED
 BM0900'BY AN OCTAGONAL CUPOLA AND THE CUPOLA IS SURMOUNTED
 BM0900'BY A STATUE OF LIBERTY.  THE STATUE IS ABOUT 250 FEET ABOVE
 BM0900'THE GROUND.  IT IS THE HIGHEST AND MOST PROMINENT OBJECT IN
 BM0900'AUSTIN.  THE BUILDING WAS ERECTED IN 1885.
 BM0900'
 BM0900'THE CAPITOL IS IN THE CENTER OF AUSTIN ON A PROMINENT HILL.
 BM0900'IT IS ON LINE WITH CONGRESS AVENUE (THE MAIN STREET OF TOWN)
 BM0900'BETWEEN 12TH STREET AND 13TH STREET.
 BM0900
 BM0900                          STATION RECOVERY (1965)
 BM0900
 BM0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 BM0900'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 BM0900'AS DESCRIBED BY THE NAME.
 BM0900
 BM0900                          STATION RECOVERY (1965)
 BM0900
 BM0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 BM0900'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30097-3, STATION 1032.
 BM0900'INTERSECTED BY USGS IN 1952.
 BM0900'RECOVERY BY NGS, 1965--THE INTERSECTION STATION WAS RECOVERED IN GOOD
 BM0900'CONDITION AS DESCRIBED BY THE NAME.
 BM0900'STATION MARK--CENTER OF THE BASE OF THE STATUE OF LIBERTY ON TOP OF
 BM0900'THE DOME.
 BM0900
 BM0900                          STATION RECOVERY (1973)
 BM0900
 BM0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 BM0900'RECOVERED AS DESCRIBED.
 BM0900
 BM0900                          STATION RECOVERY (1983)
 BM0900
 BM0900'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0900'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 BM0900'1965 DESCRIPTION.
 BM0900
 BM0900                          STATION RECOVERY (1990)
 BM0900
 BM0900'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0900'RECOVERED IN GOOD CONDITION.
 BM0900
 BM0900                          STATION RECOVERY (1998)
 BM0900
 BM0900'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0900'RECOVERED IN GOOD CONDITION.
 BM0900
 BM0900                          STATION RECOVERY (2002)
 BM0900
 BM0900'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 BM0900'RECOVERED IN GOOD CONDITION.
 BM0900
 BM0900                          STATION RECOVERY (2004)
 BM0900
 BM0900'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0901 ***********************************************************************
 BM0901  DESIGNATION -  AUSTIN CAP DOME LIBERTY STAR
 BM0901  PID         -  BM0901
 BM0901  STATE/COUNTY-  TX/TRAVIS
 BM0901  USGS QUAD   -  AUSTIN EAST (1988)
 BM0901
 BM0901                         *CURRENT SURVEY CONTROL
 BM0901  ___________________________________________________________________
 BM0901* NAD 83(1993)-  30 16 28.80630(N)    097 44 25.21024(W)     ADJUSTED  
 BM0901* NAVD 88     -                                                        
 BM0901  ___________________________________________________________________
 BM0901  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 BM0901  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BM0901
 BM0901  HORZ ORDER  -  THIRD
 BM0901
 BM0901.The horizontal coordinates were established by classical geodetic methods
 BM0901.and adjusted by the National Geodetic Survey in February 1996..
 BM0901
 BM0901
 BM0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0901
 BM0901.The geoid height was determined by GEOID03.
 BM0901
 BM0901;                    North         East     Units Scale Factor Converg.
 BM0901;SPC TX C     - 3,070,308.937   949,464.624   MT  0.99996158   +1 20 08.0
 BM0901;SPC TX C     -10,073,171.90  3,115,035.19   sFT  0.99996158   +1 20 08.0
 BM0901;SPC TXSC     - 4,271,228.900   721,201.536   MT  0.99999751   +0 37 01.7
 BM0901;SPC TXSC     -14,013,190.15  2,366,142.04   sFT  0.99999751   +0 37 01.7
 BM0901;UTM  14      - 3,349,893.002   621,160.535   MT  0.99978110   +0 38 06.5
 BM0901
 BM0901                          SUPERSEDED SURVEY CONTROL
 BM0901
 BM0901  NAD 83(1986)-  30 16 28.82343(N)    097 44 25.19350(W) AD(       ) 4
 BM0901  NAD 27      -  30 16 28.06900(N)    097 44 24.18000(W) AD(       ) 3
 BM0901
 BM0901.Superseded values are not recommended for survey control.
 BM0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0901.See file dsdata.txt to determine how the superseded data were derived.
 BM0901
 BM0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2116149893(NAD 83)
 BM0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0901+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 BM0901
 BM0901  HISTORY     - Date     Condition        Report By
 BM0901  HISTORY     - 1903     FIRST OBSERVED   CGS
 BM0901  HISTORY     - 1935     GOOD             CGS
 BM0901  HISTORY     - 1983     GOOD             USPSQD
 BM0901  HISTORY     - 19980321 GOOD             USPSQD
 BM0901  HISTORY     - 20021103 GOOD             GEOCAC
 BM0901  HISTORY     - 20040611 GOOD             USPSQD
 BM0901
 BM0901                          STATION DESCRIPTION
 BM0901
 BM0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BM0901'THIS STAR IN THE HAND OF THE STATUE OF LIBERTY ATOP THE
 BM0901'CAPITOL DOME IS UNCHANGED SINCE 1903.
 BM0901
 BM0901                          STATION RECOVERY (1983)
 BM0901
 BM0901'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0901'STATION RECOVERED GOOD.  THE STATION WAS RECOVERED AS DESCRIBED
 BM0901'IN THE 1935 DESCRIPTION.
 BM0901
 BM0901                          STATION RECOVERY (1998)
 BM0901
 BM0901'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0901'RECOVERED IN GOOD CONDITION.
 BM0901
 BM0901                          STATION RECOVERY (2002)
 BM0901
 BM0901'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 BM0901'RECOVERED IN GOOD CONDITION.
 BM0901
 BM0901                          STATION RECOVERY (2004)
 BM0901
 BM0901'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0627 ***********************************************************************
 BM0627  DESIGNATION -  AUSTIN LONGITUDE STA
 BM0627  PID         -  BM0627
 BM0627  STATE/COUNTY-  TX/TRAVIS
 BM0627  USGS QUAD   -  AUSTIN EAST (1988)
 BM0627
 BM0627                         *CURRENT SURVEY CONTROL
 BM0627  ___________________________________________________________________
 BM0627* NAD 83(1986)-  30 16 27.     (N)    097 44 21.     (W)     SCALED    
 BM0627* NAVD 88     -       166.117  (meters)     545.00   (feet)  ADJUSTED  
 BM0627  ___________________________________________________________________
 BM0627  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BM0627  DYNAMIC HT  -         165.890 (meters)     544.26  (feet)  COMP
 BM0627  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 BM0627
 BM0627  VERT ORDER  -  FIRST     CLASS II
 BM0627
 BM0627.The horizontal coordinates were scaled from a topographic map and have
 BM0627.an estimated accuracy of +/- 6 seconds.
 BM0627
 BM0627.The orthometric height was determined by differential leveling
 BM0627.and adjusted by the National Geodetic Survey in June 1991..
 BM0627.WARNING-Repeat measurements at this control monument indicate possible
 BM0627.vertical movement.
 BM0627
 BM0627.The geoid height was determined by GEOID03.
 BM0627
 BM0627.The dynamic height is computed by dividing the NAVD 88
 BM0627.geopotential number by the normal gravity value computed on the
 BM0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0627.degrees latitude (g = 980.6199 gals.).
 BM0627
 BM0627.The modeled gravity was interpolated from observed gravity values.
 BM0627
 BM0627;                    North         East    Units  Estimated Accuracy
 BM0627;SPC TX C     - 3,070,260.      949,580.      MT  (+/- 180 meters Scaled)
 BM0627
 BM0627                          SUPERSEDED SURVEY CONTROL
 BM0627
 BM0627  NGVD 29 (??/??/92)  166.030  (m)          544.72   (f) ADJ UNCH    1 2
 BM0627
 BM0627.Superseded values are not recommended for survey control.
 BM0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0627.See file dsdata.txt to determine how the superseded data were derived.
 BM0627
 BM0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU212498(NAD 83)
 BM0627_MARKER: DS = TRIANGULATION STATION DISK
 BM0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0627_MARK LOGO: CGS   
 BM0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0627+STABILITY: SURFACE MOTION
 BM0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0627+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2002
 BM0627
 BM0627  HISTORY     - Date     Condition        Report By
 BM0627  HISTORY     - 1911     MONUMENTED       CGS
 BM0627  HISTORY     - 1933     GOOD             NGS
 BM0627  HISTORY     - 1935     GOOD             CGS
 BM0627  HISTORY     - 1944     GOOD             CGS
 BM0627  HISTORY     - 1953     GOOD             NGS
 BM0627  HISTORY     - 1980     GOOD             NGS
 BM0627  HISTORY     - 1983     GOOD             USPSQD
 BM0627  HISTORY     - 20010224 GOOD             USPSQD
 BM0627  HISTORY     - 20020225 GOOD             NGS
 BM0627  HISTORY     - 20021103 GOOD             GEOCAC
 BM0627  HISTORY     - 20050226 GOOD             USPSQD
 BM0627
 BM0627                          STATION DESCRIPTION
 BM0627
 BM0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (ES)
 BM0627'STATION IS IN EASTERN PART OF STATE CAPITOL GROUNDS.  MARKED
 BM0627'BY TRIANGULATION STATION DISK STAMPED WITH WORDS ASTRONOMICAL
 BM0627'STATION IN TOP OF CONCRETE PIER 14 BY 26 INCHES PROJECTING
 BM0627'34 INCHES ABOVE GROUND, WITH BASE 18 INCHES BY 30 INCHES EXTENDING
 BM0627'2 FEET INTO GROUND.  AUSTIN LONGITUDE STATION (1895) IS 11.716
 BM0627'METERS (38.44 FEET) E AND 0.122 METER (0.40 FOOT) N OF STATION.
 BM0627'AUSTIN
 BM0627'NORTH MERIDIAN IS 11.707 METERS (38.41 FEET) E AND
 BM0627'4.303 METERS (14.12 FEET), S OF STATION.  AUSTIN, CAPITOL
 BM0627'DOME, STAR IN HAND OF LIBERTY, IS 401.65 FEET W AND 184.35
 BM0627'FEET N OF STATION.
 BM0627
 BM0627                          STATION RECOVERY (1933)
 BM0627
 BM0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 BM0627'IN AUSTIN.
 BM0627'64 PACES EAST AND 20 PACES SOUTH OF EAST ENTRANCE TO STATE CAPITAL, 16
 BM0627'PACES WEST OF NORTH MERIDIAN MARK ON CAPITAL HILL.
 BM0627
 BM0627                          STATION RECOVERY (1935)
 BM0627
 BM0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BM0627'THIS MARK WAS RECOVERED, AND FOUND TO BE IN EXCELLENT CONDITION.
 BM0627'IT IS LOCATED ABOUT 13 YARDS S OF THE CAPITOL GREENHOUSE, AND
 BM0627'ABOUT 29 YARDS W OF THE IRON FENCE THAT RUNS ALONG THE W
 BM0627'SIDE OF BRAZOS STREET.
 BM0627
 BM0627                          STATION RECOVERY (1944)
 BM0627
 BM0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (SCM)
 BM0627'LOCATED 40 FEET W OF NORTH MERIDIAN MARK AND SET IN THE
 BM0627'TOP OF A CONCRETE BLOCK 15 BY 30 BY 42 INCHES HIGH (ABOVE GROUND).
 BM0627
 BM0627                          STATION RECOVERY (1953)
 BM0627
 BM0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BM0627'RECOVERED IN GOOD CONDITION.
 BM0627
 BM0627                          STATION RECOVERY (1980)
 BM0627
 BM0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0627'RECOVERED IN GOOD CONDITION.
 BM0627
 BM0627                          STATION RECOVERY (1983)
 BM0627
 BM0627'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0627'ASTRONOMICAL STATION RECOVERED GOOD.  IT IS LOCATED AS DESCRIBED
 BM0627'IN 1911, AND RECOVERY IN 1935, BUT THE CAPITOL GREENHOUSE NO
 BM0627'LONGER EXISTS.  1944 RECOVERY NOTATION IS STILL CORRECT.
 BM0627
 BM0627                          STATION RECOVERY (2001)
 BM0627
 BM0627'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BM0627'RECOVERED IN GOOD CONDITION.
 BM0627
 BM0627                          STATION RECOVERY (2002)
 BM0627
 BM0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 BM0627'RECOVERED IN GOOD CONDITION.
 BM0627
 BM0627                          STATION RECOVERY (2002)
 BM0627
 BM0627'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 BM0627'RECOVERED IN GOOD CONDITION.
 BM0627
 BM0627                          STATION RECOVERY (2005)
 BM0627
 BM0627'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHG)
 BM0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0931 ***********************************************************************
 BM0931  DESIGNATION -  AUSTIN RAD KHFI FM AND 42 MAST
 BM0931  PID         -  BM0931
 BM0931  STATE/COUNTY-  TX/TRAVIS
 BM0931  USGS QUAD   -  AUSTIN WEST (1988)
 BM0931
 BM0931                         *CURRENT SURVEY CONTROL
 BM0931  ___________________________________________________________________
 BM0931* NAD 83(1993)-  30 19 31.17200(N)    097 48 00.44378(W)     ADJUSTED  
 BM0931* NAVD 88     -                                                        
 BM0931  ___________________________________________________________________
 BM0931  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 BM0931  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BM0931
 BM0931  HORZ ORDER  -  THIRD
 BM0931
 BM0931.The horizontal coordinates were established by classical geodetic methods
 BM0931.and adjusted by the National Geodetic Survey in February 1996..
 BM0931
 BM0931
 BM0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0931
 BM0931.The geoid height was determined by GEOID03.
 BM0931
 BM0931;                    North         East     Units Scale Factor Converg.
 BM0931;SPC TX C     - 3,075,790.429   943,585.824   MT  0.99995085   +1 18 17.1
 BM0931;SPC TX C     -10,091,155.77  3,095,747.82   sFT  0.99995085   +1 18 17.1
 BM0931;UTM  14      - 3,355,444.849   615,350.171   MT  0.99976415   +0 36 21.2
 BM0931
 BM0931                          SUPERSEDED SURVEY CONTROL
 BM0931
 BM0931  NAD 83(1986)-  30 19 31.18805(N)    097 48 00.42924(W) AD(       ) 4
 BM0931  NAD 27      -  30 19 30.45352(N)    097 47 59.40125(W) AD(       ) 3
 BM0931
 BM0931.Superseded values are not recommended for survey control.
 BM0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0931.See file dsdata.txt to determine how the superseded data were derived.
 BM0931
 BM0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1535055445(NAD 83)
 BM0931_MARKER: 42 = RADIO/TV MAST
 BM0931
 BM0931  HISTORY     - Date     Condition        Report By
 BM0931  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM0931  HISTORY     - 19980730 GOOD             USPSQD
 BM0931
 BM0931                          STATION DESCRIPTION
 BM0931
 BM0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0931'THE STATION IS LOCATED ON A HIGH NORTH-SOUTH RIDGE ON THE WEST
 BM0931'SIDE OF THE AUSTIN CITY LIMITS.  THE RED LIGHT ON TOP OF THE
 BM0931'AUSTIN RADIO KHFI FM AND TELEVISION CHANNEL 42 MAST WAS
 BM0931'OBSERVED.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS
 BM0931'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, AND IS
 BM0931'1199 FEET TALL.
 BM0931
 BM0931                          STATION RECOVERY (1998)
 BM0931
 BM0931'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0930 ***********************************************************************
 BM0930  DESIGNATION -  AUSTIN RAD KTBC FM AND 7 MAST
 BM0930  PID         -  BM0930
 BM0930  STATE/COUNTY-  TX/TRAVIS
 BM0930  USGS QUAD   -  AUSTIN WEST (1988)
 BM0930
 BM0930                         *CURRENT SURVEY CONTROL
 BM0930  ___________________________________________________________________
 BM0930* NAD 83(1993)-  30 18 35.77049(N)    097 47 34.64974(W)     ADJUSTED  
 BM0930* NAVD 88     -                                                        
 BM0930  ___________________________________________________________________
 BM0930  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 BM0930  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BM0930
 BM0930  HORZ ORDER  -  THIRD
 BM0930
 BM0930.The horizontal coordinates were established by classical geodetic methods
 BM0930.and adjusted by the National Geodetic Survey in February 1996..
 BM0930
 BM0930
 BM0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0930
 BM0930.The geoid height was determined by GEOID03.
 BM0930
 BM0930;                    North         East     Units Scale Factor Converg.
 BM0930;SPC TX C     - 3,074,100.642   944,313.625   MT  0.99995402   +1 18 30.4
 BM0930;SPC TX C     -10,085,611.86  3,098,135.62   sFT  0.99995402   +1 18 30.4
 BM0930;UTM  14      - 3,353,746.626   616,057.170   MT  0.99976617   +0 36 33.2
 BM0930
 BM0930                          SUPERSEDED SURVEY CONTROL
 BM0930
 BM0930  NAD 83(1986)-  30 18 35.78675(N)    097 47 34.63494(W) AD(       ) 4
 BM0930  NAD 27      -  30 18 35.05009(N)    097 47 33.60879(W) AD(       ) 3
 BM0930
 BM0930.Superseded values are not recommended for survey control.
 BM0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0930.See file dsdata.txt to determine how the superseded data were derived.
 BM0930
 BM0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1605753747(NAD 83)
 BM0930_MARKER: 42 = RADIO/TV MAST
 BM0930
 BM0930  HISTORY     - Date     Condition        Report By
 BM0930  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM0930  HISTORY     - 19980730 GOOD             USPSQD
 BM0930
 BM0930                          STATION DESCRIPTION
 BM0930
 BM0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0930'THE STATION IS LOCATED ON A HIGH HILL ON THE WEST SIDE OF THE
 BM0930'AUSTIN CITY LIMITS.  THE RED LIGHT ON TOP OF THE AUSTIN RADIO
 BM0930'KTBC FM AND TELEVISION CHANNEL 7 MAST WAS OBSERVED.  IT IS A
 BM0930'STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS SECTION, PAINTED IN
 BM0930'ALTERNATE BANDS OF RED AND WHITE, AND IS 1137 FEET TALL.
 BM0930
 BM0930                          STATION RECOVERY (1998)
 BM0930
 BM0930'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0882 ***********************************************************************
 BM0882  DESIGNATION -  AUSTIN RADIO KHFI AM 970 MAST
 BM0882  PID         -  BM0882
 BM0882  STATE/COUNTY-  TX/TRAVIS
 BM0882  USGS QUAD   -  MANOR (1988)
 BM0882
 BM0882                         *CURRENT SURVEY CONTROL
 BM0882  ___________________________________________________________________
 BM0882* NAD 83(1993)-  30 19 40.33155(N)    097 37 08.96546(W)     ADJUSTED  
 BM0882* NAVD 88     -                                                        
 BM0882  ___________________________________________________________________
 BM0882  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BM0882  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BM0882
 BM0882  HORZ ORDER  -  THIRD
 BM0882
 BM0882.The horizontal coordinates were established by classical geodetic methods
 BM0882.and adjusted by the National Geodetic Survey in February 1996..
 BM0882
 BM0882
 BM0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0882
 BM0882.The geoid height was determined by GEOID03.
 BM0882
 BM0882;                    North         East     Units Scale Factor Converg.
 BM0882;SPC TX C     - 3,076,482.804   960,976.768   MT  0.99995033   +1 23 52.7
 BM0882;SPC TX C     -10,093,427.33  3,152,804.61   sFT  0.99995033   +1 23 52.7
 BM0882;UTM  14      - 3,355,924.711   632,745.483   MT  0.99981739   +0 41 50.5
 BM0882
 BM0882                          SUPERSEDED SURVEY CONTROL
 BM0882
 BM0882  NAD 83(1986)-  30 19 40.35162(N)    097 37 08.94825(W) AD(       ) 4
 BM0882  NAD 27      -  30 19 39.59519(N)    097 37 07.94172(W) AD(       ) 3
 BM0882
 BM0882.Superseded values are not recommended for survey control.
 BM0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0882.See file dsdata.txt to determine how the superseded data were derived.
 BM0882
 BM0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3274555925(NAD 83)
 BM0882_MARKER: 42 = RADIO/TV MAST
 BM0882
 BM0882  HISTORY     - Date     Condition        Report By
 BM0882  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM0882  HISTORY     - 19990123 MARK NOT FOUND   USPSQD
 BM0882  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 BM0882
 BM0882                          STATION DESCRIPTION
 BM0882
 BM0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0882'THE STATION IS LOCATED 3-1/2 MILES WEST OF MANOR, 5 MILES EAST
 BM0882'OF THE AUSTIN CITY LIMITS AND 0.3 MILE SOUTHEAST OF U.S. HIGHWAY
 BM0882'290.  THE RED LIGHT ON TOP OF THE AUSTIN, RADIO KHFI AM 970 MAST
 BM0882'WAS INTERSECTED.  IT IS A STRUCTURAL STEEL MAST, (CENTER 1 OF 3),
 BM0882'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF
 BM0882'RED AND WHITE, AND IS 245 FEET TALL.
 BM0882
 BM0882                          STATION RECOVERY (1999)
 BM0882
 BM0882'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0882'MARK NOT FOUND.
 BM0882
 BM0882                          STATION RECOVERY (2004)
 BM0882
 BM0882'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 BM0882'THERE ARE NOW FOUR RADIO MASTS JUST TO THE SOUTHWEST OF THIS LOCATION
 BM0882'BUT ONLY THE FOOTING REMAINS OF THE OLD KHFI MAST.  THE STATION
 BM0882'ENGINEER CONFIRMS THAT THE MAST WAS REMOVED QUITE A FEW YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0915 ***********************************************************************
 BM0915  DESIGNATION -  AUSTIN RADIO KTBC AM 590 MAST
 BM0915  PID         -  BM0915
 BM0915  STATE/COUNTY-  TX/TRAVIS
 BM0915  USGS QUAD   -  MONTOPOLIS (1988)
 BM0915
 BM0915                         *CURRENT SURVEY CONTROL
 BM0915  ___________________________________________________________________
 BM0915* NAD 83(1993)-  30 14 13.03943(N)    097 37 54.39096(W)     ADJUSTED  
 BM0915* NAVD 88     -                                                        
 BM0915  ___________________________________________________________________
 BM0915  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BM0915  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BM0915
 BM0915  HORZ ORDER  -  THIRD
 BM0915
 BM0915.This mark is at Bergstrom Ars (BSM) Airport (BSM)
 BM0915
 BM0915.The horizontal coordinates were established by classical geodetic methods
 BM0915.and adjusted by the National Geodetic Survey in February 1996..
 BM0915
 BM0915
 BM0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0915
 BM0915.The geoid height was determined by GEOID03.
 BM0915
 BM0915;                    North         East     Units Scale Factor Converg.
 BM0915;SPC TX C     - 3,066,378.119   960,008.456   MT  0.99997006   +1 23 29.3
 BM0915;SPC TX C     -10,060,275.55  3,149,627.74   sFT  0.99997006   +1 23 29.3
 BM0915;UTM  14      - 3,345,834.095   631,653.691   MT  0.99981383   +0 41 20.8
 BM0915
 BM0915                          SUPERSEDED SURVEY CONTROL
 BM0915
 BM0915  NAD 83(1986)-  30 14 13.05855(N)    097 37 54.37311(W) AD(       ) 4
 BM0915  NAD 27      -  30 14 12.29704(N)    097 37 53.36826(W) AD(       ) 3
 BM0915
 BM0915.Superseded values are not recommended for survey control.
 BM0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0915.See file dsdata.txt to determine how the superseded data were derived.
 BM0915
 BM0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3165445834(NAD 83)
 BM0915_MARKER: 42 = RADIO/TV MAST
 BM0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0915+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 BM0915
 BM0915  HISTORY     - Date     Condition        Report By
 BM0915  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM0915  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 BM0915  HISTORY     - 20030308 GOOD             USPSQD
 BM0915  HISTORY     - 20040612 GOOD             USPSQD
 BM0915
 BM0915                          STATION DESCRIPTION
 BM0915
 BM0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0915'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF THE BERGSTROM
 BM0915'AIR FORCE BASE AND NEAR THE VILLAGE OF DEL VALLE AT THE SOUTHEAST
 BM0915'PART OF AUSTIN.  THE RED LIGHT ON TOP OF THE AUSTIN, RADIO
 BM0915'KTBC AM 590 MAST WAS INTERSECTED.  IT IS A STRUCTURAL STEEL
 BM0915'MAST, (WEST 1 OF 4), TRIANGULAR IN CROSS SECTION, PAINTED IN
 BM0915'ALTERNATE BANDS OF RED AND WHITE AND IS ABOUT 245 FEET TALL.
 BM0915
 BM0915                          STATION RECOVERY (1998)
 BM0915
 BM0915'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0915'MARK NOT FOUND.
 BM0915
 BM0915                          STATION RECOVERY (2003)
 BM0915
 BM0915'RECOVERY NOTE BY US POWER SQUADRON 2003 (MDS)
 BM0915'THE FOUR TOWERS STILL STAND AND THE INTERSECTED TOWER IS GOOD BUT
 BM0915'OWNERSHIP OF THIS TOWER HAS APPARENTLY CHANGED.  AUSTIN-BERGSTROM
 BM0915'INTERNATIONAL AIRPORT NOW OCCUPIES THE PROPERTY THAT WAS PREVIOUSLY
 BM0915'THE OLD AIR FORCE BASE.
 BM0915
 BM0915                          STATION RECOVERY (2004)
 BM0915
 BM0915'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9537 ***********************************************************************
 AF9537  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9537  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9537  DESIGNATION -  AUSTIN RRP CORS ARP
 AF9537  CORS_ID     -  AUS5
 AF9537  PID         -  AF9537
 AF9537  STATE/COUNTY-  TX/TRAVIS
 AF9537  USGS QUAD   -  AUSTIN WEST (1988)
 AF9537
 AF9537                         *CURRENT SURVEY CONTROL
 AF9537  ___________________________________________________________________
 AF9537* NAD 83(CORS)-  30 18 42.08764(N)    097 45 22.71249(W)     ADJUSTED  
 AF9537* NAVD 88     -       219.62   (meters)     720.5    (feet)  GPS OBS   
 AF9537  ___________________________________________________________________
 AF9537  EPOCH DATE  -        2002.00
 AF9537  X           -    -743,773.726 (meters)                     COMP
 AF9537  Y           -  -5,460,645.895 (meters)                     COMP
 AF9537  Z           -   3,200,347.796 (meters)                     COMP
 AF9537  ELLIP HEIGHT-         193.84  (meters)          (03/??/02) GPS OBS
 AF9537  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AF9537
 AF9537  HORZ ORDER  -  SPECIAL (CORS)
 AF9537  ELLP ORDER  -  SPECIAL (CORS)
 AF9537
 AF9537.ITRF positions are available for this station.
 AF9537.The coordinates were established by GPS observations
 AF9537.and adjusted by the National Geodetic Survey in March 2002..
 AF9537.The coordinates are valid at the epoch date displayed above.
 AF9537.The epoch date for horizontal control is a decimal equivalence
 AF9537.of Year/Month/Day.
 AF9537
 AF9537.The orthometric height was determined by GPS observations and a
 AF9537.high-resolution geoid model using precise GPS observation and
 AF9537.processing techniques.
 AF9537
 AF9537.The PID for the CORS L1 Phase Center is AB6379.
 AF9537
 AF9537.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9537
 AF9537.The ellipsoidal height was determined by GPS observations
 AF9537.and is referenced to NAD 83.
 AF9537
 AF9537.The geoid height was determined by GEOID03.
 AF9537
 AF9537;                    North         East     Units Scale Factor Converg.
 AF9537;SPC TX C     - 3,074,376.181   947,833.133   MT  0.99995366   +1 19 38.3
 AF9537;SPC TX C     -10,086,515.85  3,109,682.54   sFT  0.99995366   +1 19 38.3
 AF9537
 AF9537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9537!SPC TX C     -   0.99996956  x   0.99995366  =   0.99992322
 AF9537
 AF9537                          SUPERSEDED SURVEY CONTROL
 AF9537
 AF9537  NAD 83(CORS)-  30 18 42.08795(N)    097 45 22.71337(W) AD(1997.00) c
 AF9537  ELLIP H (07/??/00)  193.85   (m)                       GP(1997.00) c c
 AF9537  NAD 83(CORS)-  30 18 42.08714(N)    097 45 22.71268(W) AD(1997.00) c
 AF9537  ELLIP H (09/??/99)  193.85   (m)                       GP(1997.00) c c
 AF9537  NAD 83(CORS)-  30 18 42.08768(N)    097 45 22.71313(W) AD(1997.00) c
 AF9537  NAD 83(CORS)-  30 18 42.08784(N)    097 45 22.71322(W) AD(1996.00) c
 AF9537  ELLIP H (04/??/96)  193.87   (m)                       GP(1997.00) c c
 AF9537  ELLIP H (04/??/96)  193.88   (m)                       GP(1996.00) c c
 AF9537
 AF9537.Superseded values are not recommended for survey control.
 AF9537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9537.See file dsdata.txt to determine how the superseded data were derived.
 AF9537
 AF9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1957953979(NAD 83)
 AF9537_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9537
 AF9537                          STATION DESCRIPTION
 AF9537
 AF9537'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9537'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9537'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9537'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9537'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9537'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4373 ***********************************************************************
 DF4373  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4373  DESIGNATION -  AUSTIN RRP2 CORS ARP
 DF4373  CORS_ID     -  TXAU
 DF4373  PID         -  DF4373
 DF4373  STATE/COUNTY-  TX/TRAVIS
 DF4373  USGS QUAD   -  AUSTIN WEST (1988)
 DF4373
 DF4373                         *CURRENT SURVEY CONTROL
 DF4373  ___________________________________________________________________
 DF4373* NAD 83(CORS)-  30 18 42.08805(N)    097 45 22.71311(W)     ADJUSTED  
 DF4373* NAVD 88     -                                                        
 DF4373  ___________________________________________________________________
 DF4373  EPOCH DATE  -        2002.00
 DF4373  X           -    -743,773.747 (meters)                     COMP
 DF4373  Y           -  -5,460,645.929 (meters)                     COMP
 DF4373  Z           -   3,200,347.833 (meters)                     COMP
 DF4373  ELLIP HEIGHT-         193.89  (meters)          (03/??/03) GPS OBS
 DF4373  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DF4373
 DF4373  HORZ ORDER  -  SPECIAL (CORS)
 DF4373  ELLP ORDER  -  SPECIAL (CORS)
 DF4373
 DF4373.ITRF positions are available for this station.
 DF4373.The coordinates were established by GPS observations
 DF4373.and adjusted by the National Geodetic Survey in March 2003..
 DF4373.The coordinates are valid at the epoch date displayed above.
 DF4373.The epoch date for horizontal control is a decimal equivalence
 DF4373.of Year/Month/Day.
 DF4373
 DF4373
 DF4373.The PID for the CORS L1 Phase Center is DF4374.
 DF4373
 DF4373.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4373
 DF4373.The ellipsoidal height was determined by GPS observations
 DF4373.and is referenced to NAD 83.
 DF4373
 DF4373.The geoid height was determined by GEOID03.
 DF4373
 DF4373;                    North         East     Units Scale Factor Converg.
 DF4373;SPC TX C     - 3,074,376.193   947,833.116   MT  0.99995366   +1 19 38.3
 DF4373;SPC TX C     -10,086,515.89  3,109,682.48   sFT  0.99995366   +1 19 38.3
 DF4373
 DF4373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4373!SPC TX C     -   0.99996955  x   0.99995366  =   0.99992321
 DF4373
 DF4373                          SUPERSEDED SURVEY CONTROL
 DF4373
 DF4373.No superseded survey control is available for this station.
 DF4373
 DF4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1957953979(NAD 83)
 DF4373_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4373
 DF4373                          STATION DESCRIPTION
 DF4373
 DF4373'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4373'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4373'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4373'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4373'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4373'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4374 ***********************************************************************
 DF4374  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4374  DESIGNATION -  AUSTIN RRP2 CORS L1 PHASE CENTER
 DF4374  CORS_ID     -  TXAU
 DF4374  PID         -  DF4374
 DF4374  STATE/COUNTY-  TX/TRAVIS
 DF4374  USGS QUAD   -  AUSTIN WEST (1988)
 DF4374
 DF4374                         *CURRENT SURVEY CONTROL
 DF4374  ___________________________________________________________________
 DF4374* NAD 83(CORS)-  30 18 42.08806(N)    097 45 22.71309(W)     ADJUSTED  
 DF4374* NAVD 88     -                                                        
 DF4374  ___________________________________________________________________
 DF4374  EPOCH DATE  -        2002.00
 DF4374  X           -    -743,773.755 (meters)                     COMP
 DF4374  Y           -  -5,460,645.989 (meters)                     COMP
 DF4374  Z           -   3,200,347.868 (meters)                     COMP
 DF4374  ELLIP HEIGHT-         193.96  (meters)          (03/??/03) GPS OBS
 DF4374  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DF4374
 DF4374  HORZ ORDER  -  SPECIAL (CORS)
 DF4374  ELLP ORDER  -  SPECIAL (CORS)
 DF4374
 DF4374.ITRF positions are available for this station.
 DF4374.The coordinates were established by GPS observations
 DF4374.and adjusted by the National Geodetic Survey in March 2003..
 DF4374.The coordinates are valid at the epoch date displayed above.
 DF4374.The epoch date for horizontal control is a decimal equivalence
 DF4374.of Year/Month/Day.
 DF4374
 DF4374
 DF4374.The PID for the CORS ARP is DF4373.
 DF4374
 DF4374.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4374
 DF4374.The ellipsoidal height was determined by GPS observations
 DF4374.and is referenced to NAD 83.
 DF4374
 DF4374.The geoid height was determined by GEOID03.
 DF4374
 DF4374;                    North         East     Units Scale Factor Converg.
 DF4374;SPC TX C     - 3,074,376.193   947,833.117   MT  0.99995366   +1 19 38.3
 DF4374;SPC TX C     -10,086,515.89  3,109,682.48   sFT  0.99995366   +1 19 38.3
 DF4374
 DF4374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4374!SPC TX C     -   0.99996954  x   0.99995366  =   0.99992320
 DF4374
 DF4374                          SUPERSEDED SURVEY CONTROL
 DF4374
 DF4374.No superseded survey control is available for this station.
 DF4374
 DF4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1957953979(NAD 83)
 DF4374_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF4374
 DF4374                          STATION DESCRIPTION
 DF4374
 DF4374'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF4374'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4374'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4374'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4374'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4374'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0909 ***********************************************************************
 BM0909  DESIGNATION -  AUSTIN SHELL PIPE LINE CO TANK
 BM0909  PID         -  BM0909
 BM0909  STATE/COUNTY-  TX/TRAVIS
 BM0909  USGS QUAD   -  MONTOPOLIS (1988)
 BM0909
 BM0909                         *CURRENT SURVEY CONTROL
 BM0909  ___________________________________________________________________
 BM0909* NAD 83(1993)-  30 08 47.30921(N)    097 37 38.66609(W)     ADJUSTED  
 BM0909* NAVD 88     -                                                        
 BM0909  ___________________________________________________________________
 BM0909  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BM0909  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0909
 BM0909  HORZ ORDER  -  THIRD
 BM0909
 BM0909.The horizontal coordinates were established by classical geodetic methods
 BM0909.and adjusted by the National Geodetic Survey in February 1996..
 BM0909
 BM0909
 BM0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0909
 BM0909.The geoid height was determined by GEOID03.
 BM0909
 BM0909;                    North         East     Units Scale Factor Converg.
 BM0909;SPC TX C     - 3,056,361.205   960,672.725   MT  0.99999218   +1 23 37.4
 BM0909;SPC TX C     -10,027,411.72  3,151,807.10   sFT  0.99999218   +1 23 37.4
 BM0909;SPC TXSC     - 4,257,141.408   732,233.562   MT  0.99996333   +0 40 20.8
 BM0909;SPC TXSC     -13,966,971.44  2,402,336.28   sFT  0.99996333   +0 40 20.8
 BM0909;UTM  14      - 3,335,811.449   632,194.863   MT  0.99981560   +0 41 22.0
 BM0909
 BM0909                          SUPERSEDED SURVEY CONTROL
 BM0909
 BM0909  NAD 83(1986)-  30 08 47.32812(N)    097 37 38.64686(W) AD(       ) 4
 BM0909  NAD 27      -  30 08 46.55800(N)    097 37 37.66200(W) AD(       ) 3
 BM0909
 BM0909.Superseded values are not recommended for survey control.
 BM0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0909.See file dsdata.txt to determine how the superseded data were derived.
 BM0909
 BM0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3219535811(NAD 83)
 BM0909_MARKER: 53 = ELEVATED TANK
 BM0909
 BM0909  HISTORY     - Date     Condition        Report By
 BM0909  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0909  HISTORY     - 1944     GOOD             CGS
 BM0909  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 BM0909
 BM0909                          STATION DESCRIPTION
 BM0909
 BM0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0909'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK AT
 BM0909'THE AUSTIN PUMPING STATION OF THE SHELL PIPE LINE CORP.  IT
 BM0909'IS A SQUAT STEEL TANK WITH A ROUND BOTTOM AND TOP, AND
 BM0909'HAS A BALL AT THE CENTER OF THE TOP.  IT IS SUPPORTED BY FOUR
 BM0909'VERTICAL LEGS.  THE ENTIRE STRUCTURE IS PAINTED SILVER.
 BM0909'THE TANK IS ABOUT 35 FEET HIGH AND NOT VERY PROMINENT.
 BM0909'
 BM0909'THE PUMPING STATION IS ABOUT 11 MILES SE OF AUSTIN.  THE
 BM0909'TANK IS ABOUT 400 FEET S OF ROAD, AND ABOUT 300 FEET SE OF
 BM0909'A LARGE OIL STORAGE TANK, ON THE N SLOPE OF A HILL.
 BM0909
 BM0909                          STATION RECOVERY (1944)
 BM0909
 BM0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 BM0909'TANK STILL STANDS.  IT HAS BEEN PAINTED WHITE.
 BM0909
 BM0909                          STATION RECOVERY (1983)
 BM0909
 BM0909'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0909'STATION DESTROYED 1970.  SHELL PIPE LINE CORP. SOLD PUMP STATION
 BM0909'TO PHILLIPS PIPE LINE CO. IN 1952.  PHILLIPS PERSONNEL CONFIRMED
 BM0909'DATE TANK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0919 ***********************************************************************
 BM0919  DESIGNATION -  AUSTIN ST ED UNIV BLDG SPIRE
 BM0919  PID         -  BM0919
 BM0919  STATE/COUNTY-  TX/TRAVIS
 BM0919  USGS QUAD   -  OAK HILL (1988)
 BM0919
 BM0919                         *CURRENT SURVEY CONTROL
 BM0919  ___________________________________________________________________
 BM0919* NAD 83(1993)-  30 13 46.51719(N)    097 45 18.25536(W)     ADJUSTED  
 BM0919* NAVD 88     -                                                        
 BM0919  ___________________________________________________________________
 BM0919  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 BM0919  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BM0919
 BM0919  HORZ ORDER  -  THIRD
 BM0919
 BM0919.The horizontal coordinates were established by classical geodetic methods
 BM0919.and adjusted by the National Geodetic Survey in February 1996..
 BM0919
 BM0919
 BM0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0919
 BM0919.The geoid height was determined by GEOID03.
 BM0919
 BM0919;                    North         East     Units Scale Factor Converg.
 BM0919;SPC TX C     - 3,065,280.042   948,163.104   MT  0.99997177   +1 19 40.6
 BM0919;SPC TX C     -10,056,672.94  3,110,765.12   sFT  0.99997177   +1 19 40.6
 BM0919;SPC TXSC     - 4,266,216.592   719,837.046   MT  0.99998492   +0 36 35.7
 BM0919;SPC TXSC     -13,996,745.60  2,361,665.38   sFT  0.99998492   +0 36 35.7
 BM0919;UTM  14      - 3,344,881.341   619,797.863   MT  0.99977706   +0 37 36.7
 BM0919
 BM0919                          SUPERSEDED SURVEY CONTROL
 BM0919
 BM0919  NAD 83(1986)-  30 13 46.53483(N)    097 45 18.23741(W) AD(       ) 4
 BM0919  NAD 27      -  30 13 45.77900(N)    097 45 17.22800(W) AD(       ) 3
 BM0919
 BM0919.Superseded values are not recommended for survey control.
 BM0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0919.See file dsdata.txt to determine how the superseded data were derived.
 BM0919
 BM0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1979844881(NAD 83)
 BM0919_MARKER: 89 = SPIRE
 BM0919
 BM0919  HISTORY     - Date     Condition        Report By
 BM0919  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0919  HISTORY     - 1961     GOOD             CGS
 BM0919  HISTORY     - 1965     GOOD             CGS
 BM0919  HISTORY     - 1973     GOOD             NGS
 BM0919  HISTORY     - 1983     GOOD             USPSQD
 BM0919  HISTORY     - 19960127 GOOD             USPSQD
 BM0919
 BM0919                          STATION DESCRIPTION
 BM0919
 BM0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0919'THIS INTERSECTION STATION IS THE BASE OF THE CROSS ON THE
 BM0919'SPIRE ON THE ADMINISTRATION BUILDING OF ST. EDWARDS UNIVERSITY.
 BM0919'THE BUILDING IS A WHITE STONE BUILDING, WITH ROUND BUTTRESS
 BM0919'CORNERS AND A SMALL SPIRE ON TOP OF EACH BUTTRESS CORNER.
 BM0919'RISING ABOVE CENTER OF ROOF OF BUILDING IS AN OCTAGONAL,
 BM0919'STONE BELFRY.  THE BELFRY HAS ON OCTAGONAL PYRAMIDAL ROOF,
 BM0919'WITH A LOUVERED DORMER ON EACH OF FOUR SIDES.  THERE IS
 BM0919'A BALL AND CROSS AT THE TIP OF THE ROOF.  THE CROSS WHICH
 BM0919'IS ABOUT 100 FEET ABOVE THE GROUND AND VERY PROMINENT IS
 BM0919'LIGHTED AT NIGHT.  THE BUILDING WAS ERECTED IN 1903.  THERE
 BM0919'IS A LOWER AND LESS PROMINENT CROSS ON A CUPOLA ON HOLY
 BM0919'CROSS HALL, ABOUT 250 FEET W OF THIS STATION.
 BM0919'
 BM0919'ST. EDWARDS UNIVERSITY IS ABOUT 3-1/4 MILES SSE OF THE STATE
 BM0919'CAPITOL, ABOUT 1/2 MILE S OF THE S CITY LIMITS OF AUSTIN,
 BM0919'AND ABOUT 1/4 MILE E OF U.S. HIGHWAY 81, ON A PROMINENT HILL
 BM0919'OVERLOOKING THE CITY OF AUSTIN.
 BM0919
 BM0919                          STATION RECOVERY (1961)
 BM0919
 BM0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 BM0919'THE 1935 DESCRIPTION FOR THE STATION IS COMPLETELY ADEQUATE.
 BM0919
 BM0919                          STATION RECOVERY (1965)
 BM0919
 BM0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 BM0919'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND
 BM0919'FOUND TO BE IN GOOD CONDITION.  THE ROOF OF THE SPIRE IS COVERED
 BM0919'WITH RED TILE AND IS EASY TO DISTINQUISH FROM A DISTANCE.
 BM0919
 BM0919                          STATION RECOVERY (1973)
 BM0919
 BM0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 BM0919'RECOVERED IN GOOD CONDITION.
 BM0919'
 BM0919'STATION WAS RECOVERED AS DESCRIBED.
 BM0919
 BM0919                          STATION RECOVERY (1983)
 BM0919
 BM0919'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0919'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 BM0919'1965 DESCRIPTION.
 BM0919
 BM0919                          STATION RECOVERY (1996)
 BM0919
 BM0919'RECOVERY NOTE BY US POWER SQUADRON 1996
 BM0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0918 ***********************************************************************
 BM0918  DESIGNATION -  AUSTIN ST ED UNIV HO CROSS CUP
 BM0918  PID         -  BM0918
 BM0918  STATE/COUNTY-  TX/TRAVIS
 BM0918  USGS QUAD   -  OAK HILL (1988)
 BM0918
 BM0918                         *CURRENT SURVEY CONTROL
 BM0918  ___________________________________________________________________
 BM0918* NAD 83(1993)-  30 13 48.04519(N)    097 45 21.44321(W)     ADJUSTED  
 BM0918* NAVD 88     -                                                        
 BM0918  ___________________________________________________________________
 BM0918  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 BM0918  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BM0918
 BM0918  HORZ ORDER  -  THIRD
 BM0918
 BM0918.The horizontal coordinates were established by classical geodetic methods
 BM0918.and adjusted by the National Geodetic Survey in February 1996..
 BM0918
 BM0918
 BM0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0918
 BM0918.The geoid height was determined by GEOID03.
 BM0918
 BM0918;                    North         East     Units Scale Factor Converg.
 BM0918;SPC TX C     - 3,065,325.106   948,076.797   MT  0.99997167   +1 19 39.0
 BM0918;SPC TX C     -10,056,820.79  3,110,481.96   sFT  0.99997167   +1 19 39.0
 BM0918;SPC TXSC     - 4,266,262.734   719,751.309   MT  0.99998503   +0 36 34.1
 BM0918;SPC TXSC     -13,996,896.99  2,361,384.09   sFT  0.99998503   +0 36 34.1
 BM0918;UTM  14      - 3,344,927.448   619,712.130   MT  0.99977680   +0 37 35.1
 BM0918
 BM0918                          SUPERSEDED SURVEY CONTROL
 BM0918
 BM0918  NAD 83(1986)-  30 13 48.06265(N)    097 45 21.42559(W) AD(       ) 4
 BM0918  NAD 27      -  30 13 47.30700(N)    097 45 20.41100(W) AD(       ) 3
 BM0918
 BM0918.Superseded values are not recommended for survey control.
 BM0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0918.See file dsdata.txt to determine how the superseded data were derived.
 BM0918
 BM0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1971244927(NAD 83)
 BM0918_MARKER: 90 = CHURCH SPIRE
 BM0918
 BM0918  HISTORY     - Date     Condition        Report By
 BM0918  HISTORY     - 1903     FIRST OBSERVED   CGS
 BM0918  HISTORY     - 1935     GOOD             CGS
 BM0918  HISTORY     - 1935     GOOD             CGS
 BM0918  HISTORY     - 1983     GOOD             USPSQD
 BM0918  HISTORY     - 19960127 GOOD             USPSQD
 BM0918
 BM0918                          STATION DESCRIPTION
 BM0918
 BM0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BM0918'THIS SPIRE IS STILL STANDING UNCHANGED SINCE 1903.
 BM0918
 BM0918                          STATION RECOVERY (1935)
 BM0918
 BM0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0918'THIS INTERSECTION STATION IS THE BASE OF THE CROSS ON THE
 BM0918'CUPOLA ON HOLY CROSS HALL (DORMITORY), ST. EDWARDS UNIVERSITY.
 BM0918'HOLY CROSS HALL IS A BUFF-COLORED BRICK BUILDING AND HAS
 BM0918'AN OCTAGONAL CUPOLA, WITH LOUVERED SIDES AT THE CENTER OF
 BM0918'THE TOP.  CUPOLA HAS AN OCTAGONAL PYRAMIDAL ROOF, WITH A
 BM0918'BALL AND CROSS AT THE TIP.  THE CROSS IS ABOUT 60 FEET ABOVE
 BM0918'THE GROUND AND IS NOT VERY PROMINENT.  THE BUILDING WAS ERECTED
 BM0918'IN 1903.  THERE IS A HIGHER AND MORE PROMINENT CROSS ON THE
 BM0918'SPIRE OF THE ADMINISTRATION BUILDING, WHICH IS ABOUT 250
 BM0918'FEET E OF THIS STATION.
 BM0918'
 BM0918'ST. EDWARDS UNIVERSITY IS ABOUT 3-1/4 MILES SSE OF THE STATE
 BM0918'CAPITOL, ABOUT 1/2 MILE S OF THE S CITY LIMITS OF AUSTIN,
 BM0918'ABOUT 1/4 MILE E OF U.S. HIGHWAY 81, AND ON A PROMINENT
 BM0918'HILL OVERLOOKING THE CITY OF AUSTIN.
 BM0918'
 BM0918'THIS IS THE SAME STATION CALLED ST. EDWARDS COLLEGE, CHAPEL
 BM0918'SPIRE, IN 1903.
 BM0918
 BM0918                          STATION RECOVERY (1983)
 BM0918
 BM0918'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0918'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 BM0918'1935 DESCRIPTION.
 BM0918
 BM0918                          STATION RECOVERY (1996)
 BM0918
 BM0918'RECOVERY NOTE BY US POWER SQUADRON 1996
 BM0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0892 ***********************************************************************
 BM0892  DESIGNATION -  AUSTIN ST SCH FARM COLONY TANK
 BM0892  PID         -  BM0892
 BM0892  STATE/COUNTY-  TX/TRAVIS
 BM0892  USGS QUAD   -  AUSTIN EAST (1988)
 BM0892
 BM0892                         *CURRENT SURVEY CONTROL
 BM0892  ___________________________________________________________________
 BM0892* NAD 83(1993)-  30 16 23.65688(N)    097 38 25.90158(W)     ADJUSTED  
 BM0892* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 BM0892  ___________________________________________________________________
 BM0892  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 BM0892  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BM0892
 BM0892  HORZ ORDER  -  THIRD
 BM0892
 BM0892.The horizontal coordinates were established by classical geodetic methods
 BM0892.and adjusted by the National Geodetic Survey in July 1998..
 BM0892
 BM0892.The orthometric height was scaled from a topographic map.
 BM0892
 BM0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0892
 BM0892.The geoid height was determined by GEOID03.
 BM0892
 BM0892;                    North         East     Units Scale Factor Converg.
 BM0892;SPC TX C     - 3,070,378.552   959,068.851   MT  0.99996189   +1 23 13.0
 BM0892;SPC TX C     -10,073,400.30  3,146,545.06   sFT  0.99996189   +1 23 13.0
 BM0892;SPC TXSC     - 4,271,177.874   730,806.221   MT  0.99999710   +0 39 57.7
 BM0892;SPC TXSC     -14,013,022.74  2,397,653.41   sFT  0.99999710   +0 39 57.7
 BM0892;UTM  14      - 3,349,845.123   630,763.301   MT  0.99981095   +0 41 07.6
 BM0892
 BM0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0892!SPC TX C     -   0.99998098  x   0.99996189  =   0.99994287
 BM0892!SPC TXSC     -   0.99998098  x   0.99999710  =   0.99997808
 BM0892!UTM  14      -   0.99998098  x   0.99981095  =   0.99979193
 BM0892
 BM0892                          SUPERSEDED SURVEY CONTROL
 BM0892
 BM0892  NAD 83(1993)-  30 16 23.65688(N)    097 38 25.90158(W) AD(       ) 4
 BM0892  NAD 83(1986)-  30 16 23.67622(N)    097 38 25.88402(W) AD(       ) 4
 BM0892  NAD 27      -  30 16 22.91400(N)    097 38 24.86900(W) AD(       ) 3
 BM0892
 BM0892.Superseded values are not recommended for survey control.
 BM0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0892.See file dsdata.txt to determine how the superseded data were derived.
 BM0892
 BM0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3076349845(NAD 83)
 BM0892_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BM0892
 BM0892  HISTORY     - Date     Condition        Report By
 BM0892  HISTORY     - 1935     MONUMENTED       CGS
 BM0892  HISTORY     - 1963     GOOD             USGS
 BM0892  HISTORY     - 1983     GOOD             USPSQD
 BM0892  HISTORY     - 1990     GOOD             USPSQD
 BM0892  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0892  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 BM0892
 BM0892                          STATION DESCRIPTION
 BM0892
 BM0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0892'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK AT THE
 BM0892'FARM COLONY OF THE AUSTIN STATE SCHOOL FOR DEFECTIVES.  IT IS A
 BM0892'TALL, STEEL TANK, WITH ROUND BOTTOM AND CONICAL TOP AND HAS A
 BM0892'BALL AT THE CENTER OF THE TOP.  THERE IS A PLATFORM, WITH A STEEL
 BM0892'RAILING, AT THE BOTTOM OF THE WALL OF THE BOWL.  IT IS
 BM0892'SUPPORTED BY FOUR LEGS.  THE ENTIRE STRUCTURE IS PAINTED SILVER.
 BM0892'IT IS ABOUT 100 FEET HIGH AND VERY PROMINENT.  IT WAS ERECTED
 BM0892'IN 1919.
 BM0892'
 BM0892'THE TANK IS ABOUT 6 MILES E OF AUSTIN, ABOUT 100 FEET SW OF THE
 BM0892'MOST NORTHWESTERLY OF THE GROUP OF YELLOW BRICK BUILDINGS AT
 BM0892'THE FARM COLONY, AT THE EDGE OF A BLUFF OVERLOOKING A DEEP
 BM0892'VALLEY TO THE W.
 BM0892
 BM0892                          STATION RECOVERY (1963)
 BM0892
 BM0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BM0892'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30097-3, STATION 1041.
 BM0892
 BM0892                          STATION RECOVERY (1983)
 BM0892
 BM0892'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0892'STATION RECOVERED GOOD.  THE STATION WAS RECOVERED AS DESCRIBED IN
 BM0892'THE 1935 DESCRIPTION.
 BM0892
 BM0892                          STATION RECOVERY (1990)
 BM0892
 BM0892'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0892'RECOVERED IN GOOD CONDITION.
 BM0892
 BM0892                          STATION RECOVERY (2003)
 BM0892
 BM0892'RECOVERY NOTE BY US POWER SQUADRON 2003 (MDS)
 BM0892'THE SCHOOL IS CLOSED.  THE TANK IS GONE.  ONLY A PIPE CASING REMAINS
 BM0892'AT THE SITE DESCRIBED.
 BM0892
 BM0892                          STATION RECOVERY (2004)
 BM0892
 BM0892'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0892'CONFIRMING PREVIOUS REPORT, NO WATER TANK PRESENT AT DESCRIPTION SITE.
 BM0892' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0928 ***********************************************************************
 BM0928  DESIGNATION -  AUSTIN ST SCH FOR DEFECT TANK
 BM0928  PID         -  BM0928
 BM0928  STATE/COUNTY-  TX/TRAVIS
 BM0928  USGS QUAD   -  AUSTIN WEST (1988)
 BM0928
 BM0928                         *CURRENT SURVEY CONTROL
 BM0928  ___________________________________________________________________
 BM0928* NAD 83(1993)-  30 18 12.70151(N)    097 45 34.32583(W)     ADJUSTED  
 BM0928* NAVD 88     -                                                        
 BM0928  ___________________________________________________________________
 BM0928  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 BM0928  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BM0928
 BM0928  HORZ ORDER  -  THIRD
 BM0928
 BM0928.The horizontal coordinates were established by classical geodetic methods
 BM0928.and adjusted by the National Geodetic Survey in February 1996..
 BM0928
 BM0928
 BM0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0928
 BM0928.The geoid height was determined by GEOID03.
 BM0928
 BM0928;                    North         East     Units Scale Factor Converg.
 BM0928;SPC TX C     - 3,073,464.371   947,543.884   MT  0.99995537   +1 19 32.4
 BM0928;SPC TX C     -10,083,524.36  3,108,733.56   sFT  0.99995537   +1 19 32.4
 BM0928;SPC TXSC     - 4,274,408.298   719,320.416   MT  1.00000590   +0 36 27.8
 BM0928;SPC TXSC     -14,023,621.22  2,359,970.40   sFT  1.00000590   +0 36 27.8
 BM0928;UTM  14      - 3,353,071.095   619,278.829   MT  0.99977552   +0 37 33.6
 BM0928
 BM0928                          SUPERSEDED SURVEY CONTROL
 BM0928
 BM0928  NAD 83(1986)-  30 18 12.71957(N)    097 45 34.30926(W) AD(       ) 4
 BM0928  NAD 27      -  30 18 11.97500(N)    097 45 33.28600(W) AD(       ) 3
 BM0928
 BM0928.Superseded values are not recommended for survey control.
 BM0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0928.See file dsdata.txt to determine how the superseded data were derived.
 BM0928
 BM0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1927953071(NAD 83)
 BM0928_MARKER: 53 = ELEVATED TANK
 BM0928
 BM0928  HISTORY     - Date     Condition        Report By
 BM0928  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0928  HISTORY     - 1943     GOOD             CGS
 BM0928  HISTORY     - 1983     GOOD             USPSQD
 BM0928  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0928
 BM0928                          STATION DESCRIPTION
 BM0928
 BM0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0928'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK AT
 BM0928'THE AUSTIN STATE SCHOOL FOR DEFECTIVES.  IT IS A TALL, STEEL TANK,
 BM0928'WITH ROUND BOTTOM AND CONICAL TOP, AND HAS A BALL AT THE CENTER
 BM0928'OF THE TOP.  IT IS SUPPORTED BY FOUR LEGS.  THE ENTIRE STRUCTURE
 BM0928'IS PAINTED SILVER.  THE TANK WHICH WAS ERECTED IN 1929 IS ABOUT
 BM0928'110 FEET HIGH AND QUITE PROMINENT.  THERE ARE THREE
 BM0928'SILVER-COLORED, STEEL STACKS NEAR THE TANK.
 BM0928'
 BM0928'THE SCHOOL IS ABOUT 2-1/4 MILES NNW OF THE CAPITOL IN AUSTIN, ON
 BM0928'THE W SIDE OF THE MISSOURI PACIFIC RAILROAD, AND JUST OUTSIDE THE
 BM0928'CITY LIMITS OF AUSTIN.  THE CITY LIMITS RUN ALONG THE W SIDE
 BM0928'OF THE RAILROAD AND ALONG THE E EDGE OF THE SCHOOL GROUNDS.
 BM0928'THE TANK IS ABOUT 200 FEET W OF THE RAILROAD, ON THE N SIDE OF
 BM0928'THE BUILDING, WHICH IS THE POWER PLANT, SHOP, AND ICE PLANT,
 BM0928'AND IS NEAR THE SE CORNER OF THE GROUP OF SCHOOL BUILDINGS.
 BM0928
 BM0928                          STATION RECOVERY (1943)
 BM0928
 BM0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (TAK)
 BM0928'STATION RECOVERED.
 BM0928
 BM0928                          STATION RECOVERY (1983)
 BM0928
 BM0928'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0928'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ENTIRE STRUCTURE
 BM0928'HAS BEEN PAINTED WHITE.  THE THREE SILVER-COLORED, STEEL STACKS
 BM0928'NEAR THE TANK HAVE BEEN DESTROYED.
 BM0928
 BM0928                          STATION RECOVERY (1990)
 BM0928
 BM0928'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0893 ***********************************************************************
 BM0893  DESIGNATION -  AUSTIN STATE HOSPITAL DOME
 BM0893  PID         -  BM0893
 BM0893  STATE/COUNTY-  TX/TRAVIS
 BM0893  USGS QUAD   -  AUSTIN EAST (1988)
 BM0893
 BM0893                         *CURRENT SURVEY CONTROL
 BM0893  ___________________________________________________________________
 BM0893* NAD 83(1993)-  30 18 26.98543(N)    097 44 13.58998(W)     ADJUSTED  
 BM0893* NAVD 88     -                                                        
 BM0893  ___________________________________________________________________
 BM0893  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 BM0893  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BM0893
 BM0893  HORZ ORDER  -  THIRD
 BM0893
 BM0893.The horizontal coordinates were established by classical geodetic methods
 BM0893.and adjusted by the National Geodetic Survey in February 1996..
 BM0893
 BM0893
 BM0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0893
 BM0893.The geoid height was determined by GEOID03.
 BM0893
 BM0893;                    North         East     Units Scale Factor Converg.
 BM0893;SPC TX C     - 3,073,954.211   949,690.187   MT  0.99995453   +1 20 14.0
 BM0893;SPC TX C     -10,085,131.44  3,115,775.22   sFT  0.99995453   +1 20 14.0
 BM0893;UTM  14      - 3,353,534.604   621,430.575   MT  0.99978191   +0 38 14.6
 BM0893
 BM0893                          SUPERSEDED SURVEY CONTROL
 BM0893
 BM0893  NAD 83(1986)-  30 18 27.00352(N)    097 44 13.57336(W) AD(       ) 4
 BM0893  NAD 27      -  30 18 26.25800(N)    097 44 12.55200(W) AD(       ) 3
 BM0893
 BM0893.Superseded values are not recommended for survey control.
 BM0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0893.See file dsdata.txt to determine how the superseded data were derived.
 BM0893
 BM0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2143153535(NAD 83)
 BM0893_MARKER: 87 = DOME
 BM0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0893+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 BM0893
 BM0893  HISTORY     - Date     Condition        Report By
 BM0893  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0893  HISTORY     - 1965     GOOD             CGS
 BM0893  HISTORY     - 1983     GOOD             USPSQD
 BM0893  HISTORY     - 19830626 GOOD             USPSQD
 BM0893  HISTORY     - 1990     GOOD             USPSQD
 BM0893  HISTORY     - 20010224 GOOD             USPSQD
 BM0893  HISTORY     - 20030607 GOOD             USPSQD
 BM0893  HISTORY     - 20050305 GOOD             USPSQD
 BM0893
 BM0893                          STATION DESCRIPTION
 BM0893
 BM0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0893'THIS INTERSECTION STATION IS THE CENTER OF THE CUPOLA ON THE
 BM0893'DOME OF THE MAIN BUILDING OF THE TEXAS STATE HOSPITAL FOR
 BM0893'INSANE.  THE BUILDING IS A WHITE, STONE BUILDING, WITH A
 BM0893'COLLONADE OF SIX COLUMNS AT THE S CENTER.  THE BUILDING
 BM0893'HAS A LARGE OCTAGONAL CUPOLA, WITH LOUVERED SIDES, AT THE
 BM0893'CENTER OF THE TOP.  THE CUPOLA WITH OCTAGONAL-RIBBED DOME
 BM0893'IS SURMOUNTED BY A SMALLER CUPOLA WITH OCTAGONAL DOME.  SMALL
 BM0893'CUPOLA HAS AN ORNAMENTAL STONE FINIAL, WITH A BALL AT THE
 BM0893'TIP.  THE TOP OF THE CUPOLA IS ABOUT 75 FEET ABOVE THE
 BM0893'GROUND AND QUITE PROMINENT.  THE BUILDING WAS ERECTED IN
 BM0893'1857.  THERE IS A SIMILAR BUT SMALLER DOME AT THE E END OF
 BM0893'THE BUILDING.
 BM0893'
 BM0893'THE HOSPITAL IS ABOUT 2-1/4 MILES N OF THE CAPITOL IN AUSTIN,
 BM0893'JUST INSIDE THE CITY LIMITS OF AUSTIN, AND ON THE W SIDE
 BM0893'OF GUADALUPE STREET, WHICH IS U.S. HIGHWAY 81.  THE DOME
 BM0893'IS ABOUT ON THE EXTENSION OF WEST 41ST STREET, AND ABOUT
 BM0893'300 FEET W OF GUADALUPE STREET.
 BM0893'
 BM0893'THIS IS PROBABLY THE SAME STATION CALLED COLORED ASYLUM DOME,
 BM0893'S. END. IN 1903.
 BM0893
 BM0893                          STATION RECOVERY (1965)
 BM0893
 BM0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 BM0893'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1935 DESCRIPTION
 BM0893'IN GOOD CONDITION.
 BM0893
 BM0893                          STATION RECOVERY (1983)
 BM0893
 BM0893'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0893'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 BM0893'1935 DESCRIPTION.
 BM0893
 BM0893                          STATION RECOVERY (1983)
 BM0893
 BM0893'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0893'RECOVERED IN GOOD CONDITION.
 BM0893
 BM0893                          STATION RECOVERY (1990)
 BM0893
 BM0893'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0893'RECOVERED IN GOOD CONDITION.
 BM0893
 BM0893                          STATION RECOVERY (2001)
 BM0893
 BM0893'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BM0893'RECOVERED IN GOOD CONDITION.
 BM0893
 BM0893                          STATION RECOVERY (2003)
 BM0893
 BM0893'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0893'RECOVERED IN GOOD CONDITION.
 BM0893
 BM0893                          STATION RECOVERY (2005)
 BM0893
 BM0893'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0887 ***********************************************************************
 BM0887  DESIGNATION -  AUSTIN TEX DEAF SCH E SPIRE
 BM0887  PID         -  BM0887
 BM0887  STATE/COUNTY-  TX/TRAVIS
 BM0887  USGS QUAD   -  AUSTIN EAST (1988)
 BM0887
 BM0887                         *CURRENT SURVEY CONTROL
 BM0887  ___________________________________________________________________
 BM0887* NAD 83(1993)-  30 15 12.44389(N)    097 44 59.44684(W)     ADJUSTED  
 BM0887* NAVD 88     -                                                        
 BM0887  ___________________________________________________________________
 BM0887  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 BM0887  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BM0887
 BM0887  HORZ ORDER  -  THIRD
 BM0887
 BM0887.The horizontal coordinates were established by classical geodetic methods
 BM0887.and adjusted by the National Geodetic Survey in February 1996..
 BM0887
 BM0887
 BM0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0887
 BM0887.The geoid height was determined by GEOID03.
 BM0887
 BM0887;                    North         East     Units Scale Factor Converg.
 BM0887;SPC TX C     - 3,067,936.896   948,604.448   MT  0.99996630   +1 19 50.3
 BM0887;SPC TX C     -10,065,389.63  3,112,213.09   sFT  0.99996630   +1 19 50.3
 BM0887;SPC TXSC     - 4,268,867.756   720,311.663   MT  0.99999151   +0 36 44.9
 BM0887;SPC TXSC     -14,005,443.63  2,363,222.51   sFT  0.99999151   +0 36 44.9
 BM0887;UTM  14      - 3,347,532.090   620,271.584   MT  0.99977846   +0 37 47.8
 BM0887
 BM0887                          SUPERSEDED SURVEY CONTROL
 BM0887
 BM0887  NAD 83(1986)-  30 15 12.46136(N)    097 44 59.42956(W) AD(       ) 4
 BM0887  NAD 27      -  30 15 11.70800(N)    097 44 58.41000(W) AD(       ) 3
 BM0887
 BM0887.Superseded values are not recommended for survey control.
 BM0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0887.See file dsdata.txt to determine how the superseded data were derived.
 BM0887
 BM0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2027247532(NAD 83)
 BM0887_MARKER: 89 = SPIRE
 BM0887
 BM0887  HISTORY     - Date     Condition        Report By
 BM0887  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0887  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 BM0887  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 BM0887
 BM0887                          STATION DESCRIPTION
 BM0887
 BM0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0887'THIS INTERSECTION STATION IS THE BASE OF THE FINIAL OF THE
 BM0887'EASTERLY OF TWIN SPIRES ON THE MAIN BUILDING OF THE TEXAS
 BM0887'SCHOOL FOR DEAF.  THE BUILDING IS A LIGHT RED, BRICK BUILDING.
 BM0887'THERE IS A SQUARE BRICK TOWER AT EACH CORNER OF THE ENLARGED
 BM0887'CENTRAL PORTION ON THEN SIDE OF THE BUILDING.  EACH TOWER HAS A
 BM0887'SQUARE RED PYRAMIDAL ROOF, WITH A DORMER ON EACH SIDE AT THE
 BM0887'BASE.  THE ROOF HAS YELLOW CORNERS, A YELLOW WOODEN BAND AT THE
 BM0887'CENTER, AND AN ORNAMENTAL FINIAL AT THE TIP.  THE SPIRES ARE
 BM0887'ABOUT 90 FEET HIGH AND NOT VERY PROMINENT.  THE BUILDING WAS
 BM0887'ERECTED IN 1877.
 BM0887'
 BM0887'THE MAIN BUILDING IS CENTRALLY LOCATED IN THE GROUP OF BUILDINGS.
 BM0887'THE SCHOOL IS IN THE SOUTHERN PART OF AUSTIN, ABOUT 0.6 MILE
 BM0887'S OF THE CONGRESS AVENUE BRIDGE OVER THE COLORADO RIVER, AND
 BM0887'ON THE W SIDE OF CONGRESS AVENUE (U.S. HIGHWAY 81).
 BM0887
 BM0887                          STATION RECOVERY (1983)
 BM0887
 BM0887'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0887'THE STATION HAS BEEN DESTROYED IN 1956.  THE DATE WAS VERIFIED BY
 BM0887'SCHOOL PERSONNEL.
 BM0887
 BM0887                          STATION RECOVERY (2004)
 BM0887
 BM0887'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0888 ***********************************************************************
 BM0888  DESIGNATION -  AUSTIN TEX DEAF SCH W SPIRE
 BM0888  PID         -  BM0888
 BM0888  STATE/COUNTY-  TX/TRAVIS
 BM0888  USGS QUAD   -  AUSTIN EAST (1988)
 BM0888
 BM0888                         *CURRENT SURVEY CONTROL
 BM0888  ___________________________________________________________________
 BM0888* NAD 83(1993)-  30 15 12.52738(N)    097 45 00.03955(W)     ADJUSTED  
 BM0888* NAVD 88     -                                                        
 BM0888  ___________________________________________________________________
 BM0888  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 BM0888  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BM0888
 BM0888  HORZ ORDER  -  THIRD
 BM0888
 BM0888.The horizontal coordinates were established by classical geodetic methods
 BM0888.and adjusted by the National Geodetic Survey in February 1996..
 BM0888
 BM0888
 BM0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0888
 BM0888.The geoid height was determined by GEOID03.
 BM0888
 BM0888;                    North         East     Units Scale Factor Converg.
 BM0888;SPC TX C     - 3,067,939.098   948,588.548   MT  0.99996629   +1 19 50.0
 BM0888;SPC TX C     -10,065,396.86  3,112,160.93   sFT  0.99996629   +1 19 50.0
 BM0888;SPC TXSC     - 4,268,870.157   720,295.791   MT  0.99999151   +0 36 44.6
 BM0888;SPC TXSC     -14,005,451.51  2,363,170.44   sFT  0.99999151   +0 36 44.6
 BM0888;UTM  14      - 3,347,534.486   620,255.715   MT  0.99977841   +0 37 47.5
 BM0888
 BM0888                          SUPERSEDED SURVEY CONTROL
 BM0888
 BM0888  NAD 83(1986)-  30 15 12.54464(N)    097 45 00.02230(W) AD(       ) 4
 BM0888  NAD 27      -  30 15 11.78800(N)    097 44 59.00300(W) AD(       ) 3
 BM0888
 BM0888.Superseded values are not recommended for survey control.
 BM0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0888.See file dsdata.txt to determine how the superseded data were derived.
 BM0888
 BM0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2025647534(NAD 83)
 BM0888_MARKER: 89 = SPIRE
 BM0888
 BM0888  HISTORY     - Date     Condition        Report By
 BM0888  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0888  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 BM0888  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 BM0888
 BM0888                          STATION DESCRIPTION
 BM0888
 BM0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0888'THIS INTERSECTION STATION IS THE BASE OF THE FINIAL OF THE
 BM0888'WESTERLY OF TWIN SPIRES ON THE MAIN BUILDING OF THE TEXAS
 BM0888'SCHOOL FOR DEAF.  THE BUILDING IS A LIGHT RED, BRICK BUILDING.
 BM0888'THERE IS A SQUARE BRICK TOWER AT EACH CORNER OF THE ENLARGED
 BM0888'CENTRAL PORTION ON THE N SIDE OF THE BUILDING.  EACH TOWER
 BM0888'HAS A SQUARE, RED PYRAMIDAL ROOF, WITH A DORMER ON EACH SIDE
 BM0888'AT THE BASE.  THE ROOF HAS YELLOW CORNERS, A YELLOW WOODEN BAND
 BM0888'AROUND THE CENTER, AND AN ORNAMENTAL FINIAL AT THE TIP.  THE
 BM0888'SPIRES ARE ABOUT 90 FEET HIGH AND NOT VERY PROMINENT.  THE
 BM0888'BUILDING WAS ERECTED IN 1877.
 BM0888'
 BM0888'THE MAIN BUILDING IS CENTRALLY LOCATED IN THE GROUP OF BUILDINGS.
 BM0888'THE SCHOOL IS IN THE SOUTHERN PART OF AUSTIN, ABOUT 0.6 MILE
 BM0888'S OF THE CONGRESS AVENUE BRIDGE OVER THE COLORADO RIVER, AND
 BM0888'ON THE W SIDE OF CONGRESS AVENUE (U.S. HIGHWAY 81).
 BM0888
 BM0888                          STATION RECOVERY (1983)
 BM0888
 BM0888'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0888'THE STATION WAS DESTROYED IN 1956.  THE DATE WAS VERIFIED BY SCHOOL
 BM0888'PERSONNEL.
 BM0888
 BM0888                          STATION RECOVERY (2004)
 BM0888
 BM0888'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0885 ***********************************************************************
 BM0885  DESIGNATION -  AUSTIN TEXAS PUBL SERV CO STK
 BM0885  PID         -  BM0885
 BM0885  STATE/COUNTY-  TX/TRAVIS
 BM0885  USGS QUAD   -  AUSTIN EAST (1988)
 BM0885
 BM0885                         *CURRENT SURVEY CONTROL
 BM0885  ___________________________________________________________________
 BM0885* NAD 83(1993)-  30 15 45.84455(N)    097 43 57.23755(W)     ADJUSTED  
 BM0885* NAVD 88     -                                                        
 BM0885  ___________________________________________________________________
 BM0885  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 BM0885  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BM0885
 BM0885  HORZ ORDER  -  THIRD
 BM0885
 BM0885.The horizontal coordinates were established by classical geodetic methods
 BM0885.and adjusted by the National Geodetic Survey in February 1996..
 BM0885
 BM0885
 BM0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0885
 BM0885.The geoid height was determined by GEOID03.
 BM0885
 BM0885;                    North         East     Units Scale Factor Converg.
 BM0885;SPC TX C     - 3,069,003.852   950,242.961   MT  0.99996422   +1 20 22.4
 BM0885;SPC TX C     -10,068,890.14  3,117,588.78   sFT  0.99996422   +1 20 22.4
 BM0885;SPC TXSC     - 4,269,914.113   721,963.471   MT  0.99999411   +0 37 15.4
 BM0885;SPC TXSC     -14,008,876.55  2,368,641.82   sFT  0.99999411   +0 37 15.4
 BM0885;UTM  14      - 3,348,578.735   621,922.719   MT  0.99978339   +0 38 19.8
 BM0885
 BM0885                          SUPERSEDED SURVEY CONTROL
 BM0885
 BM0885  NAD 83(1986)-  30 15 45.86273(N)    097 43 57.22018(W) AD(       ) 4
 BM0885  NAD 27      -  30 15 45.11000(N)    097 43 56.20000(W) AD(       ) 3
 BM0885
 BM0885.Superseded values are not recommended for survey control.
 BM0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0885.See file dsdata.txt to determine how the superseded data were derived.
 BM0885
 BM0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2192348579(NAD 83)
 BM0885_MARKER: 63 = STACK
 BM0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0885+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 BM0885
 BM0885  HISTORY     - Date     Condition        Report By
 BM0885  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0885  HISTORY     - 1983     GOOD             USPSQD
 BM0885  HISTORY     - 19900903 GOOD             USPSQD
 BM0885  HISTORY     - 20010224 GOOD             USPSQD
 BM0885  HISTORY     - 20030308 GOOD             USPSQD
 BM0885  HISTORY     - 20040611 GOOD             USPSQD
 BM0885
 BM0885                          STATION DESCRIPTION
 BM0885
 BM0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0885'THIS INTERSECTION STATION IS THE CENTER OF THE STACK AT THE GAS
 BM0885'PLANT OF THE TEXAS PUBLIC SERVICEE COMPANY.  IT S A ROUND,
 BM0885'CONCRETE STACK, WITH AN ENLARGED BANK ABOUT TWO FEET BELOW
 BM0885'THE TOP AND HAS SEVERAL VERTICAL BARS BELOW THE ENLARGED BAND.
 BM0885'THE STACK IS ABOUT 100 FEET HIGH AND NOT VERY PROMINENT.
 BM0885'
 BM0885'THE GAS PLANT OCCUPIES THE ENTIRE BLOCK BETWEEN E 4TH STREET ON
 BM0885'THE N, E 3RD STREET ON THE S, MEDINA STREET ON THE E, AND SAN
 BM0885'MARCOS STREET ON THE W.  E 4TH STREET RUNS ALONG THE S EDGE OF
 BM0885'RAILROAD YARDS.  THE STACK IS ABOUT 50 FEET S OF THE NE CORNER OF
 BM0885'THE PLANT, ABOUT 100 FEET N OF A RED GAS TANK, ABOUT 35 FEET
 BM0885'W OF MEDINA STREET, AND ABOUT 75 FEET S OF E 4TH STREET.
 BM0885
 BM0885                          STATION RECOVERY (1983)
 BM0885
 BM0885'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0885'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE GAS PLANT HAS
 BM0885'BEEN CLOSED AND IS NO LONGER IN OPERATION.  THE SITE IS OCCUPIED
 BM0885'BY AUSTIN PIPE AND SUPPLY CO.  THE STACK IS LOCATED 13 FEET W OF
 BM0885'THE W CURB ON MEDINA STREET AND 60 FEET S OF THE N END OF THAT
 BM0885'CURB.
 BM0885
 BM0885                          STATION RECOVERY (1990)
 BM0885
 BM0885'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0885'RECOVERED IN GOOD CONDITION.
 BM0885
 BM0885                          STATION RECOVERY (2001)
 BM0885
 BM0885'RECOVERY NOTE BY US POWER SQUADRON 2001 (CVS)
 BM0885'STACK IS NOW PROPERTY OF AUSTIN PIPE SUPPLY.
 BM0885
 BM0885                          STATION RECOVERY (2003)
 BM0885
 BM0885'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM0885'RECOVERED IN GOOD CONDITION.
 BM0885
 BM0885                          STATION RECOVERY (2004)
 BM0885
 BM0885'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0889 ***********************************************************************
 BM0889  DESIGNATION -  AUSTIN U TEX MAIN PWR PLT STK
 BM0889  PID         -  BM0889
 BM0889  STATE/COUNTY-  TX/TRAVIS
 BM0889  USGS QUAD   -  AUSTIN EAST (1988)
 BM0889
 BM0889                         *CURRENT SURVEY CONTROL
 BM0889  ___________________________________________________________________
 BM0889* NAD 83(1993)-  30 17 12.20994(N)    097 44 06.48797(W)     ADJUSTED  
 BM0889* NAVD 88     -                                                        
 BM0889  ___________________________________________________________________
 BM0889  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 BM0889  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BM0889
 BM0889  HORZ ORDER  -  THIRD
 BM0889
 BM0889.The horizontal coordinates were established by classical geodetic methods
 BM0889.and adjusted by the National Geodetic Survey in February 1996..
 BM0889
 BM0889
 BM0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0889
 BM0889.The geoid height was determined by GEOID03.
 BM0889
 BM0889;                    North         East     Units Scale Factor Converg.
 BM0889;SPC TX C     - 3,071,656.751   949,933.657   MT  0.99995895   +1 20 17.6
 BM0889;SPC TX C     -10,077,593.86  3,116,574.01   sFT  0.99995895   +1 20 17.6
 BM0889;SPC TXSC     - 4,272,570.778   721,687.452   MT  1.00000098   +0 37 10.8
 BM0889;SPC TXSC     -14,017,592.63  2,367,736.25   sFT  1.00000098   +0 37 10.8
 BM0889;UTM  14      - 3,351,234.743   621,645.920   MT  0.99978256   +0 38 16.7
 BM0889
 BM0889                          SUPERSEDED SURVEY CONTROL
 BM0889
 BM0889  NAD 83(1986)-  30 17 12.22816(N)    097 44 06.47108(W) AD(       ) 4
 BM0889  NAD 27      -  30 17 11.48200(N)    097 44 05.45000(W) AD(       ) 3
 BM0889
 BM0889.Superseded values are not recommended for survey control.
 BM0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0889.See file dsdata.txt to determine how the superseded data were derived.
 BM0889
 BM0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2164651235(NAD 83)
 BM0889_MARKER: 63 = STACK
 BM0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0889+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 BM0889
 BM0889  HISTORY     - Date     Condition        Report By
 BM0889  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0889  HISTORY     - 1983     GOOD             USPSQD
 BM0889  HISTORY     - 1990     GOOD             USPSQD
 BM0889  HISTORY     - 19980730 GOOD             USPSQD
 BM0889  HISTORY     - 20030308 GOOD             USPSQD
 BM0889  HISTORY     - 20040611 GOOD             USPSQD
 BM0889
 BM0889                          STATION DESCRIPTION
 BM0889
 BM0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0889'THIS INTERSECTION STATION IS THE CENTER OF THE STACK AT THE POWER
 BM0889'PLANT OF THE MAIN CAMPUS OF THE UNIVERSITY OF TEXAS.  THE POWER
 BM0889'PLANT IS A BUFF-COLORED BRICK BUILDING.  THE STACK RISES FROM
 BM0889'ABOUT THE CENTER OF TOP OF THE BUILDING.  IT IS A ROUND,
 BM0889'BUFF-COLORED BRICK STACK AND HAS AN ENLARGED BAND ABOUT 2 FEET
 BM0889'BELOW THE TOP AND ANOTHER ABOUT 15 FEET BELOW THE TOP.  THERE
 BM0889'IS AN ORNAMENTAL, INLAID BRICK DESIGN BELOW THE LOWER BAND.
 BM0889'THE STACK IS ABOUT 200 FEET HIGH AND VERY PROMINENT.  IT WAS
 BM0889'ERECTED IN 1927.
 BM0889'
 BM0889'THE MAIN CAMPUS IS ABOUT 3/4 MILE N OF THE CAPITOL.  THE STACK
 BM0889'IS NEAR THE E END OF THE CAMPUS, ABOUT 500 FEET W OF SAN JACINTO
 BM0889'BLVD., AND ABOUT 100 FEET S OF E 24TH STREET.
 BM0889
 BM0889                          STATION RECOVERY (1983)
 BM0889
 BM0889'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0889'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 BM0889'1935 DESCRIPTION.
 BM0889
 BM0889                          STATION RECOVERY (1990)
 BM0889
 BM0889'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0889'RECOVERED IN GOOD CONDITION.
 BM0889
 BM0889                          STATION RECOVERY (1998)
 BM0889
 BM0889'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0889'RECOVERED IN GOOD CONDITION.
 BM0889
 BM0889                          STATION RECOVERY (2003)
 BM0889
 BM0889'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM0889'RECOVERED IN GOOD CONDITION.
 BM0889
 BM0889                          STATION RECOVERY (2004)
 BM0889
 BM0889'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0859 ***********************************************************************
 BM0859  DESIGNATION -  AUSTIN WACO AIRWAY BEACON 39
 BM0859  PID         -  BM0859
 BM0859  STATE/COUNTY-  TX/BELL
 BM0859  USGS QUAD   -  HOLLAND (1964)
 BM0859
 BM0859                         *CURRENT SURVEY CONTROL
 BM0859  ___________________________________________________________________
 BM0859* NAD 83(1993)-  30 55 24.96711(N)    097 28 21.52188(W)     ADJUSTED  
 BM0859* NAVD 88     -                                                        
 BM0859  ___________________________________________________________________
 BM0859  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BM0859  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BM0859
 BM0859  HORZ ORDER  -  THIRD
 BM0859
 BM0859.The horizontal coordinates were established by classical geodetic methods
 BM0859.and adjusted by the National Geodetic Survey in February 1996..
 BM0859
 BM0859
 BM0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0859
 BM0859.The geoid height was determined by GEOID03.
 BM0859
 BM0859;                    North         East     Units Scale Factor Converg.
 BM0859;SPC TX C     - 3,142,852.546   973,363.285   MT  0.99988266   +1 28 24.3
 BM0859;SPC TX C     -10,311,175.39  3,193,442.71   sFT  0.99988266   +1 28 24.3
 BM0859;UTM  14      - 3,422,134.899   645,934.901   MT  0.99986271   +0 47 06.1
 BM0859
 BM0859                          SUPERSEDED SURVEY CONTROL
 BM0859
 BM0859  NAD 83(1986)-  30 55 24.97561(N)    097 28 21.50713(W) AD(       ) 4
 BM0859  NAD 27      -  30 55 24.31900(N)    097 28 20.47900(W) AD(       ) 3
 BM0859
 BM0859.Superseded values are not recommended for survey control.
 BM0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0859.See file dsdata.txt to determine how the superseded data were derived.
 BM0859
 BM0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV4593522135(NAD 83)
 BM0859_MARKER: 22 = AIRWAY BEACON
 BM0859
 BM0859  HISTORY     - Date     Condition        Report By
 BM0859  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0859  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0859
 BM0859                          STATION DESCRIPTION
 BM0859
 BM0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0859'THIS INTERSECTION STATION IS THE REVOLVING WHITE LIGHT ON THE TOP
 BM0859'OF AIRWAY BEACON NO. 39, LOCATED ABOUT 6.0 MILES N OF HOLLAND,
 BM0859'TEXAS, AND 0.5 MILE NW OF THE BELL PLAINS COMMUNITY SCHOOLHOUSE,
 BM0859'ON PROPERTY OWNED BY MRS. M.A. BARTON OF BELTON.  IT IS 50 FEET
 BM0859'S OF THE BELL PLAINS-HOLLAND GRAVEL ROAD, AND 200 FEET W OF
 BM0859'FARMHOUSE.  IT IS AN ALL STEEL STRUCTURE ABOUT 60 FEET HIGH,
 BM0859'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  POINT OBSERVED
 BM0859'UPON WAS THE REVOLVING WHITE LIGHT ON THE TOP.
 BM0859'
 BM0859'NOTE--THIS IS AIRWAY BEACON NO. 39 OF THE AUSTIN-WACO AIR LINE.
 BM0859
 BM0859                          STATION RECOVERY (2001)
 BM0859
 BM0859'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2324 ***********************************************************************
 AN2324  DESIGNATION -  AUSTWELL
 AN2324  PID         -  AN2324
 AN2324  STATE/COUNTY-  TX/REFUGIO
 AN2324  USGS QUAD   -  AUSTWELL (1973)
 AN2324
 AN2324                         *CURRENT SURVEY CONTROL
 AN2324  ___________________________________________________________________
 AN2324* NAD 83(1993)-  28 22 43.68136(N)    096 49 38.84802(W)     ADJUSTED  
 AN2324* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AN2324  ___________________________________________________________________
 AN2324  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AN2324  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN2324
 AN2324  HORZ ORDER  -  FIRST
 AN2324
 AN2324.The horizontal coordinates were established by classical geodetic methods
 AN2324.and adjusted by the National Geodetic Survey in February 1996..
 AN2324
 AN2324.The orthometric height was scaled from a topographic map.
 AN2324
 AN2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2324
 AN2324.The geoid height was determined by GEOID03.
 AN2324
 AN2324;                    North         East     Units Scale Factor Converg.
 AN2324;SPC TXSC     - 4,062,432.846   812,931.404   MT  1.00000130   +1 03 51.7
 AN2324;SPC TXSC     -13,328,165.10  2,667,092.45   sFT  1.00000130   +1 03 51.7
 AN2324;UTM  14      - 3,141,084.141   712,886.362   MT  1.00015936   +1 01 58.8
 AN2324
 AN2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2324!SPC TXSC     -   1.00000348  x   1.00000130  =   1.00000478
 AN2324!UTM  14      -   1.00000348  x   1.00015936  =   1.00016284
 AN2324
 AN2324|---------------------------------------------------------------------|
 AN2324| PID    Reference Object                     Distance      Geod. Az  |
 AN2324|                                                           dddmmss.s |
 AN2324| AN2329 AUSTWELL 1931 RM 1                   25.512 METERS 03846     |
 AN2324| CV5974 AUSTWELL MUNICIPAL TANK                            2981736.5 |
 AN2324| AN2323 AUSTWELL GIN CO TANK                APPROX. 1.6 KM 3004931.1 |
 AN2324| CV5971 AUSTWELL RM 2                                      3095607.6 |
 AN2324|---------------------------------------------------------------------|
 AN2324
 AN2324                          SUPERSEDED SURVEY CONTROL
 AN2324
 AN2324  NAD 83(1986)-  28 22 43.69089(N)    096 49 38.83052(W) AD(       ) 1
 AN2324  NAD 27      -  28 22 42.67400(N)    096 49 37.88500(W) AD(       ) 1
 AN2324
 AN2324.Superseded values are not recommended for survey control.
 AN2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2324.See file dsdata.txt to determine how the superseded data were derived.
 AN2324
 AN2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1288641084(NAD 83)
 AN2324_MARKER: DS = TRIANGULATION STATION DISK
 AN2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2324
 AN2324  HISTORY     - Date     Condition        Report By
 AN2324  HISTORY     - 1931     MONUMENTED       CGS
 AN2324  HISTORY     - 1934     GOOD             CGS
 AN2324  HISTORY     - 1937     GOOD             TXHD
 AN2324  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AN2324  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2324
 AN2324                          STATION DESCRIPTION
 AN2324
 AN2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2324'ABOUT 1 MILE E OF TOWN OF AUSTWELL ON SW SIDE OF HINES
 AN2324'BAY, ON RANCH OWNED AND OCCUPIED BY W.J. STARK.  STATION
 AN2324'IS IN SMALL PASTURE LOT AROUND WELL IN FRONT OF BARNS, 89.5
 AN2324'FEET S OF WELL, 14 FEET N OF S FENCE AROUND LOT, 75.7 FEET
 AN2324'SE OF TANGENT TO LARGE CONCRETE FOUNDATION FOR SILO, AND 70.2
 AN2324'FEET SW OF E CONCRETE PIER OF WATER TROUGH.
 AN2324'
 AN2324'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AN2324'DISKS SET IN CONCRETE.
 AN2324'SURFACE MARK IS FLUSH WITH GROUND.
 AN2324'
 AN2324'REFERENCE MARK NO. 1 IS UNDER S EDGE OF WATER TANK 83.7 FEET
 AN2324'FROM STATION N 38 DEG 46 MIN E.
 AN2324'
 AN2324'REFERENCE MARK NO. 2 IS 8 FEET S OF CORNER POST AT FIRST FENCE
 AN2324'CORNER W OF ROW OF TENANT HOUSES, 120 YARDS NW OF LAST HOUSE
 AN2324'IN ROW, 15 YARDS SW OF HEAD OF SMALL RAVINE MAKING TOWARD BEACH,
 AN2324'AND ABOUT 0.2 MILE FROM STATION N 50 DEG 04 MIN W.
 AN2324'BEARING FROM STATION OF AUSTWELL, MUNICIPAL TANK, DISTANT 1.0
 AN2324'MILE, IS N 61 DEG 42 MIN W.  STATION AUSTIN IS 125.2 METERS
 AN2324'(411 FEET) FROM STATION S 85 DEG 07 MIN E.
 AN2324'
 AN2324'REACHED BY FOLLOWING MAIN STREET OF AUSTWELL SE TO POINT WHERE
 AN2324'IT TURNS S TOWARD AUSTWELL GIN.  KEEP RANCH ROAD STRAIGHT
 AN2324'AHEAD 1.1 MILES TO STARKS RANCH.
 AN2324
 AN2324                          STATION RECOVERY (1934)
 AN2324
 AN2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2324'STATION RECOVERED AS DESCRIBED.
 AN2324
 AN2324                          STATION RECOVERY (1937)
 AN2324
 AN2324'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN2324'STATION AND REFERENCE NO. 1 RECOVERED IN GOOD CONDITION.
 AN2324'NO EFFORT MADE TO FIND REFERENCE MARK NO. 2.
 AN2324'
 AN2324'DESCRIPTION ADEQUATE.
 AN2324
 AN2324                          STATION RECOVERY (1952)
 AN2324
 AN2324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AN2324'COPIED FROM RECONNAISSANCE DESCRIPTION--
 AN2324'
 AN2324'STATION MARK HAS BEEN DESTROYED.  REFERENCE MARKS NO. 1 AND
 AN2324'NO. 2 WERE IN GOOD CONDITION.  A NEW STATION AUSTWELL 2 1953
 AN2324'WAS ESTABLISHED.
 AN2324
 AN2324                          STATION RECOVERY (1999)
 AN2324
 AN2324'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2329 ***********************************************************************
 AN2329  DESIGNATION -  AUSTWELL 1931 RM 1
 AN2329  PID         -  AN2329
 AN2329  STATE/COUNTY-  TX/REFUGIO
 AN2329  USGS QUAD   -  AUSTWELL (1973)
 AN2329
 AN2329                         *CURRENT SURVEY CONTROL
 AN2329  ___________________________________________________________________
 AN2329* NAD 83(1993)-  28 22 44.32752(N)    096 49 38.26131(W)     ADJUSTED  
 AN2329* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AN2329  ___________________________________________________________________
 AN2329  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AN2329  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN2329
 AN2329  HORZ ORDER  -  SECOND
 AN2329
 AN2329.The horizontal coordinates were established by classical geodetic methods
 AN2329.and adjusted by the National Geodetic Survey in February 1996..
 AN2329
 AN2329.The orthometric height was scaled from a topographic map.
 AN2329
 AN2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2329
 AN2329.The geoid height was determined by GEOID03.
 AN2329
 AN2329;                    North         East     Units Scale Factor Converg.
 AN2329;SPC TXSC     - 4,062,453.032   812,947.005   MT  1.00000125   +1 03 52.0
 AN2329;SPC TXSC     -13,328,231.32  2,667,143.63   sFT  1.00000125   +1 03 52.0
 AN2329;UTM  14      - 3,141,104.321   712,901.978   MT  1.00015945   +1 01 59.1
 AN2329
 AN2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2329!SPC TXSC     -   1.00000348  x   1.00000125  =   1.00000473
 AN2329!UTM  14      -   1.00000348  x   1.00015945  =   1.00016293
 AN2329
 AN2329                          SUPERSEDED SURVEY CONTROL
 AN2329
 AN2329  NAD 83(1986)-  28 22 44.33706(N)    096 49 38.24380(W) AD(       ) 2
 AN2329
 AN2329.Superseded values are not recommended for survey control.
 AN2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2329.See file dsdata.txt to determine how the superseded data were derived.
 AN2329
 AN2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1290241104(NAD 83)
 AN2329_MARKER: DR = REFERENCE MARK DISK
 AN2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2329_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2329+STABILITY: SURFACE MOTION
 AN2329
 AN2329  HISTORY     - Date     Condition        Report By
 AN2329  HISTORY     - 1931     MONUMENTED       CGS
 AN2329  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2329
 AN2329                          STATION DESCRIPTION
 AN2329
 AN2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2329'ABOUT 1 MILE E OF TOWN OF AUSTWELL ON SW SIDE OF HINES
 AN2329'BAY, ON RANCH OWNED AND OCCUPIED BY W.J. STARK.
 AN2329'
 AN2329'REACHED BY FOLLOWING MAIN STREET OF AUSTWELL SE TO POINT WHERE
 AN2329'IT TURNS S TOWARD AUSTWELL GIN.  KEEP RANCH ROAD STRAIGHT
 AN2329'AHEAD 1.1 MILES TO STARKS RANCH.
 AN2329'
 AN2329'REFERENCE MARK NO. 1 IS UNDER S EDGE OF WATER TANK 83.7 FEET
 AN2329'FROM STATION N 38 DEG 46 MIN E.
 AN2329
 AN2329                          STATION RECOVERY (1999)
 AN2329
 AN2329'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2325 ***********************************************************************
 AN2325  DESIGNATION -  AUSTWELL 2
 AN2325  PID         -  AN2325
 AN2325  STATE/COUNTY-  TX/REFUGIO
 AN2325  USGS QUAD   -  AUSTWELL (1973)
 AN2325
 AN2325                         *CURRENT SURVEY CONTROL
 AN2325  ___________________________________________________________________
 AN2325* NAD 83(1993)-  28 22 44.70965(N)    096 49 37.96743(W)     ADJUSTED  
 AN2325* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AN2325  ___________________________________________________________________
 AN2325  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AN2325  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN2325
 AN2325  HORZ ORDER  -  THIRD
 AN2325
 AN2325.The horizontal coordinates were established by classical geodetic methods
 AN2325.and adjusted by the National Geodetic Survey in February 1996..
 AN2325
 AN2325.The orthometric height was scaled from a topographic map.
 AN2325
 AN2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2325
 AN2325.The geoid height was determined by GEOID03.
 AN2325
 AN2325;                    North         East     Units Scale Factor Converg.
 AN2325;SPC TXSC     - 4,062,464.942   812,954.787   MT  1.00000122   +1 03 52.1
 AN2325;SPC TXSC     -13,328,270.40  2,667,169.16   sFT  1.00000122   +1 03 52.1
 AN2325;UTM  14      - 3,141,116.229   712,909.767   MT  1.00015949   +1 01 59.2
 AN2325
 AN2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2325!SPC TXSC     -   1.00000348  x   1.00000122  =   1.00000470
 AN2325!UTM  14      -   1.00000348  x   1.00015949  =   1.00016297
 AN2325
 AN2325|---------------------------------------------------------------------|
 AN2325| PID    Reference Object                     Distance      Geod. Az  |
 AN2325|                                                           dddmmss.s |
 AN2325| CV5973 AUSTWELL 2 RM 3                      36.152 METERS 12719     |
 AN2325| AN2333 CARDWELL                            APPROX.12.5 KM 2044311.8 |
 AN2325| AN2329 AUSTWELL 1931 RM 1                   14.227 METERS 21413     |
 AN2325| CV5972 AUSTWELL 2 AZ MK                                   3023810.2 |
 AN2325|---------------------------------------------------------------------|
 AN2325
 AN2325                          SUPERSEDED SURVEY CONTROL
 AN2325
 AN2325  NAD 83(1986)-  28 22 44.71920(N)    096 49 37.94992(W) AD(       ) 3
 AN2325  NAD 27      -  28 22 43.70500(N)    096 49 37.00400(W) AD(       ) 3
 AN2325
 AN2325.Superseded values are not recommended for survey control.
 AN2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2325.See file dsdata.txt to determine how the superseded data were derived.
 AN2325
 AN2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1291041116(NAD 83)
 AN2325_MARKER: DS = TRIANGULATION STATION DISK
 AN2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2325
 AN2325  HISTORY     - Date     Condition        Report By
 AN2325  HISTORY     - 1953     MONUMENTED       CGS
 AN2325  HISTORY     - 1967     GOOD             LOCENG
 AN2325  HISTORY     - 1969     GOOD             CGS
 AN2325  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2325
 AN2325                          STATION DESCRIPTION
 AN2325
 AN2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2325'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE VILLAGE
 AN2325'OF AUSTWELL, 39 YARDS NORTHEAST OF THE CENTER OF A RANCH
 AN2325'ROAD AND 30 YARDS NORTHWEST OF A LONG, NARROW SHED.
 AN2325'
 AN2325'TO REACH THE STATION FROM THE VILLAGE OF AUSTWELL, GO SOUTHEAST
 AN2325'ON MAIN STREET AND FARM ROAD 774 TO A POINT WHERE THE PAVED
 AN2325'ROAD TURNS RIGHT.  CONTINUE STRAIGHT AHEAD ON A RANCH ROAD
 AN2325'FOR 0.8 MILE TO A FENCE CORNER ON THE LEFT AND THE AZIMUTH
 AN2325'MARK 200 FEET NORTHEAST IN THE FENCE LINE.  CONTINUE SOUTHEAST
 AN2325'ON THE RANCH ROAD FOR 0.2 MILE TO A ROW OF TENANT HOUSES
 AN2325'AND OTHER RANCH BUILDINGS AND THE STATION ABOUT 50 YARDS
 AN2325'SOUTHEAST OF THE SOUTHEAST END OF THE ROW OF HOUSES.
 AN2325'
 AN2325'THE STATION MARK STAMPED AUSTWELL 2 1952, IS A BRONZE DISK
 AN2325'SET IN A SQUARE CONCRETE POST THAT IS 1 INCH BELOW THE SURFACE
 AN2325'OF THE GROUND.  IT IS 16 FEET SOUTH OF A CONCRETE WATER TROUGH,
 AN2325'8 FEET SOUTHWEST OF A WIRE FENCE AND 7 FEET SOUTHWEST OF
 AN2325'A WHITE WITNESS POST.
 AN2325'
 AN2325'REFERENCE MARK NO. 1, STAMPED NO. 1 AUSTWELL 1931, IS A BRONZE
 AN2325'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.
 AN2325'THE ARROW POINTS SOUTHWEST, BUT THE STATION IS TO THE NORTHEAST
 AN2325'OF THIS MARK.  THE MARK IS ON THE WEST SIDE OF A 10 FOOT STAND
 AN2325'THAT SUPPORTS A SMALL TANK.
 AN2325'
 AN2325'REFERENCE MARK NO. 3, STAMPED AUSTWELL 2 NO 3 1952, IS A
 AN2325'BRONZE DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6
 AN2325'INCHES.  THE MARK IS 2 FEET SOUTHWEST OF THE SIDE OF THE LONG
 AN2325'NARROW SHED.
 AN2325'
 AN2325'THE AZIMUTH MARK, STAMPED NO. 2 AUSTWELL 1931, IS A BRONZE
 AN2325'REFERENCE MARK DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS
 AN2325'4 INCHES.  IT IS AT THE NORTHWEST END OF A CULTIVATED FIELD,
 AN2325'200 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD, 70 FEET
 AN2325'SOUTHWEST OF A FENCE CORNER, 2 FEET WEST OF A WHITE WITNESS
 AN2325'POST AND 1 FOOT SOUTHEAST OF THE WIRE FENCE.
 AN2325'
 AN2325'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AN2325
 AN2325                          STATION RECOVERY (1967)
 AN2325
 AN2325'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (MB)
 AN2325'RECOVERED BY ROY M. MUNROE-CONSULTING ENGINEER
 AN2325'
 AN2325'AUSTWELL 2-GOOD-CONC. WATER TROUGH AND WITNESS POST GONE
 AN2325'
 AN2325'REF. MARK 3-GOOD-DESCRIPTION STILL GOOD
 AN2325'
 AN2325'NO EXTENSIVE SEARCH WAS MADE FOR REF. MK. NO. 1, LAND NOW OWNED
 AN2325'BY S.E. DYER.  STATION WAS APPROX 1 IN UNDER SURFACE
 AN2325
 AN2325                          STATION RECOVERY (1969)
 AN2325
 AN2325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2325'THE STATION SITE WAS VISITED AND THE STATION MARK AND REFERENCE
 AN2325'MARKS 1 AND 3 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 AN2325'EXCEPT THAT REFERENCE MARK 1 IS AT THE SOUTH SIDE OF A 10
 AN2325'FOOT HIGH WOODEN STAND THAT HELD A WATER TANK RATHER THAN
 AN2325'ON THE WEST SIDE AS REPORTED IN THE 1953 DESCRIPTION.  THE
 AN2325'AZIMUTH MARK WAS FOUND ON THE BANK OF THE BAY, PUSHED OUT OF
 AN2325'THE GROUND, BROKEN IN HALF AND DESTROYED.  THE STATION IS ON
 AN2325'THE PROPERTY OF MR. J.T. HARDIN WHO LIVES IN BRICK HOUSE
 AN2325'ABOUT 1/2 MILE NORTHWEST OF THE MARK.
 AN2325'
 AN2325'TRIANGULATION STATION LUPE 2 1969 COULD BE USED FOR THE
 AN2325'AZIMUTH MARK.  SEE DESCRIPTION THEREOF.
 AN2325'
 AN2325'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 AN2325'SOUTHEAST OF AUSTWELL
 AN2325
 AN2325                          STATION RECOVERY (1999)
 AN2325
 AN2325'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2323 ***********************************************************************
 AN2323  DESIGNATION -  AUSTWELL GIN CO TANK
 AN2323  PID         -  AN2323
 AN2323  STATE/COUNTY-  TX/REFUGIO
 AN2323  USGS QUAD   -  AUSTWELL (1973)
 AN2323
 AN2323                         *CURRENT SURVEY CONTROL
 AN2323  ___________________________________________________________________
 AN2323* NAD 83(1993)-  28 23 09.91732(N)    096 50 28.56942(W)     ADJUSTED  
 AN2323* NAVD 88     -                                                        
 AN2323  ___________________________________________________________________
 AN2323  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AN2323  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN2323
 AN2323  HORZ ORDER  -  THIRD
 AN2323
 AN2323.The horizontal coordinates were established by classical geodetic methods
 AN2323.and adjusted by the National Geodetic Survey in February 1996..
 AN2323
 AN2323
 AN2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2323
 AN2323.The geoid height was determined by GEOID03.
 AN2323
 AN2323;                    North         East     Units Scale Factor Converg.
 AN2323;SPC TXSC     - 4,063,215.314   811,562.982   MT  0.99999921   +1 03 27.3
 AN2323;SPC TXSC     -13,330,732.24  2,662,602.88   sFT  0.99999921   +1 03 27.3
 AN2323;UTM  14      - 3,141,867.474   711,518.153   MT  1.00015220   +1 01 36.0
 AN2323
 AN2323                          SUPERSEDED SURVEY CONTROL
 AN2323
 AN2323  NAD 83(1986)-  28 23 09.92645(N)    096 50 28.55142(W) AD(       ) 4
 AN2323  NAD 27      -  28 23 08.91100(N)    096 50 27.60100(W) AD(       ) 3
 AN2323
 AN2323.Superseded values are not recommended for survey control.
 AN2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2323.See file dsdata.txt to determine how the superseded data were derived.
 AN2323
 AN2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1151841867(NAD 83)
 AN2323_MARKER: 51 = TANK
 AN2323
 AN2323  HISTORY     - Date     Condition        Report By
 AN2323  HISTORY     - 1931     FIRST OBSERVED   CGS
 AN2323
 AN2323                          STATION DESCRIPTION
 AN2323
 AN2323'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7271 ***********************************************************************
 AC7271  DESIGNATION -  AUTRY
 AC7271  PID         -  AC7271
 AC7271  STATE/COUNTY-  TX/COMANCHE
 AC7271  USGS QUAD   -  EDNA HILL (1979)
 AC7271
 AC7271                         *CURRENT SURVEY CONTROL
 AC7271  ___________________________________________________________________
 AC7271* NAD 83(1993)-  31 53 45.00403(N)    098 16 33.53476(W)     ADJUSTED  
 AC7271* NAVD 88     -       398.2    (meters)    1306.     (feet)  VERTCON   
 AC7271  ___________________________________________________________________
 AC7271  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AC7271  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AC7271
 AC7271  HORZ ORDER  -  THIRD
 AC7271
 AC7271.The horizontal coordinates were established by classical geodetic methods
 AC7271.and adjusted by the National Geodetic Survey in March 1997..
 AC7271
 AC7271.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7271
 AC7271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7271
 AC7271.The geoid height was determined by GEOID03.
 AC7271
 AC7271;                    North         East     Units Scale Factor Converg.
 AC7271;SPC TX C     - 3,248,926.189   894,614.630   MT  1.00000338   +1 03 34.8
 AC7271;SPC TX C     -10,659,185.34  2,935,081.50   sFT  1.00000338   +1 03 34.8
 AC7271;UTM  14      - 3,529,118.397   568,465.395   MT  0.99965781   +0 22 57.2
 AC7271
 AC7271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7271!SPC TX C     -   0.99994171  x   1.00000338  =   0.99994509
 AC7271!UTM  14      -   0.99994171  x   0.99965781  =   0.99959954
 AC7271
 AC7271                          SUPERSEDED SURVEY CONTROL
 AC7271
 AC7271  NGVD 29 (03/17/97)  398.1    (m)         1306.     (f) VERT ANG       
 AC7271
 AC7271.Superseded values are not recommended for survey control.
 AC7271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7271.See file dsdata.txt to determine how the superseded data were derived.
 AC7271
 AC7271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA6846529118(NAD 83)
 AC7271_MARKER: DS = TRIANGULATION STATION DISK
 AC7271
 AC7271  HISTORY     - Date     Condition        Report By
 AC7271  HISTORY     - 1955     MONUMENTED       USGS
 AC7271
 AC7271                          STATION DESCRIPTION
 AC7271
 AC7271'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7271'STATION IS LOCATED IN COMANCHE COUNTY, TEXAS, ABOUT 6.0 MI. N. AND 1.1
 AC7271'MI. W. OF THE VILLAGE OF LAMKIN, ON THE LIGHTENING C RANCH.
 AC7271'TO REACH THE STATION FROM LAMKIN, TEXAS, GO E. ON STATE HIGHWAY NO. 36
 AC7271'2.9 MI. TO GRADED CALICHE RD. ON RIGHT, THENCE N. AND W. 2.5 MI. TO A
 AC7271'T-RD. W., CONTINUE N. 3.0 MI. TO A RED PLANK GATE NEAR A VACANT HOUSE
 AC7271'ON RIGHT, THENCE E. THROUGH GATE AND ALONG PASTURE RD. 1.2 MI. TO A
 AC7271'WINDMILL, THENCE E. ACROSS OPEN RANGE 0.5 MI. TO HIGHEST PART OF AN
 AC7271'OPEN GRASSY RIDGE AND STATION.
 AC7271'RECOVERY BY USGS, 1956--ALL MARKS FOUND IN GOOD CONDITION. DIRECTIONS
 AC7271'TO STATION REWRITTEN
 AC7271'FROM STATE HIGHWAY 36 IN LAMKIN, TAKE GRADED GRAVELED RD. NE. FOR 0.6
 AC7271'MI. TO A RD. FORK JUST ACROSS THE LEON RIVER.  TAKE THE LEFT HAND RD.
 AC7271'W. AND N. FOR 0.5 MI. TO ANOTHER RD. FORK.  AGAIN TAKE THE LEFT HAND
 AC7271'RD. W. AND N. FOR 1.9 MI. TO THIRD RD. FORK.  CONTINUE STRAIGHT FOR
 AC7271'0.9 MI. TO A RED WOODEN GATE ON THE LEFT BEARING SIGN --LIGHTENING C
 AC7271'RANCH--.  ENTER GATE, TAKE TRACK RD. NW. THROUGH BRUSH AND AT 0.7 MI.
 AC7271'PASS A WINDMILL AND STOCK POND.  CONTINUE NW. FOR 1.5 MI. ON TRACK RD.
 AC7271'ALONG CREST OF BARE RIDGE AND THEN 0.25 MI. NE. ACROSS OPEN COUNTRY TO
 AC7271'STATION.
 AC7271'STATION MARK--A USGS STANDARD TABLET STAMPED---AUTRY 1955--- AND SET
 AC7271'IN TOP OF A CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND.
 AC7271'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2706 ***********************************************************************
 CS2706  DESIGNATION -  AVALON
 CS2706  PID         -  CS2706
 CS2706  STATE/COUNTY-  TX/ELLIS
 CS2706  USGS QUAD   -  AVALON (1976)
 CS2706
 CS2706                         *CURRENT SURVEY CONTROL
 CS2706  ___________________________________________________________________
 CS2706* NAD 83(1993)-  32 12 28.21854(N)    096 47 09.73122(W)     ADJUSTED  
 CS2706* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 CS2706  ___________________________________________________________________
 CS2706  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 CS2706  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CS2706
 CS2706  HORZ ORDER  -  SECOND
 CS2706
 CS2706.The horizontal coordinates were established by classical geodetic methods
 CS2706.and adjusted by the National Geodetic Survey in February 1996..
 CS2706
 CS2706.The orthometric height was scaled from a topographic map.
 CS2706
 CS2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2706
 CS2706.The geoid height was determined by GEOID03.
 CS2706
 CS2706;                    North         East     Units Scale Factor Converg.
 CS2706;SPC TXNC     - 2,061,330.183   761,581.029   MT  0.99998020   +0 56 05.2
 CS2706;SPC TXNC     - 6,762,880.78  2,498,620.43   sFT  0.99998020   +0 56 05.2
 CS2706;UTM  14      - 3,565,622.871   708,670.186   MT  1.00013701   +1 10 49.6
 CS2706
 CS2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2706!SPC TXNC     -   0.99997901  x   0.99998020  =   0.99995921
 CS2706!UTM  14      -   0.99997901  x   1.00013701  =   1.00011601
 CS2706
 CS2706|---------------------------------------------------------------------|
 CS2706| PID    Reference Object                     Distance      Geod. Az  |
 CS2706|                                                           dddmmss.s |
 CS2706| CX9624 AVALON RM 1                          41.318 METERS 15058     |
 CS2706| CS2699 BLOOMING GROVE MUNICIPAL TANK       APPROX.14.3 KM 1514756.4 |
 CS2706| CS2711 FROST MUNICIPAL TANK                APPROX.14.2 KM 1861202.9 |
 CS2706| CX9625 AVALON RM 2                          29.654 METERS 22116     |
 CS2706| CX9623 AVALON AZ MK                                       2333446.5 |
 CS2706|---------------------------------------------------------------------|
 CS2706
 CS2706                          SUPERSEDED SURVEY CONTROL
 CS2706
 CS2706  NAD 83(1986)-  32 12 28.22643(N)    096 47 09.71147(W) AD(       ) 2
 CS2706  NAD 27      -  32 12 27.69200(N)    096 47 08.73300(W) AD(       ) 2
 CS2706
 CS2706.Superseded values are not recommended for survey control.
 CS2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2706.See file dsdata.txt to determine how the superseded data were derived.
 CS2706
 CS2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0867065623(NAD 83)
 CS2706_MARKER: DS = TRIANGULATION STATION DISK
 CS2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2706
 CS2706  HISTORY     - Date     Condition        Report By
 CS2706  HISTORY     - 1948     MONUMENTED       CGS
 CS2706  HISTORY     - 1949     GOOD             CGS
 CS2706  HISTORY     - 1965     GOOD             CGS
 CS2706  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 CS2706
 CS2706                          STATION DESCRIPTION
 CS2706
 CS2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2706'THE STATION IS LOCATED ABOUT 6 MILES EAST-NORTHEAST OF ITALY,
 CS2706'IN THE SMALL TOWN OF AVALON.  IT IS 0.4 MILE NORTHEAST OF
 CS2706'THE POST OFFICE, ON THE GROUNDS OF THE AVALON NEGRO PUBLIC
 CS2706'SCHOOL, 86 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD AND
 CS2706'29 FEET WEST OF A POWER POLE.  THE DISK IS STAMPED AVALON
 CS2706'1948 AND THE MARK IS SET FLUSH WITH THE GROUND.
 CS2706'
 CS2706'REFERENCE MARK NO. 1 IS 135.56 FEET SOUTHEAST OF THE STATION,
 CS2706'49 FEET SOUTHEAST OF THE ROAD AND 1 FOOT NORTHWEST OF A
 CS2706'TELEPHONE POLE.  THE DISK IS STAMPED AVALON NO 1 1948 AND
 CS2706'THE MARK PROJECTS 6 INCHES.
 CS2706'
 CS2706'REFERENCE MARK NO. 2 IS 97.29 FEET SOUTHWEST OF THE STATION
 CS2706'AND 50 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  THE
 CS2706'DISK IS STAMPED AVALON NO 2 1948 AND THE MARK PROJECTS 4
 CS2706'INCHES.
 CS2706'
 CS2706'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHWEST OF THE
 CS2706'STATION, 44 FEET EAST OF THE CENTERLINE OF THE ROAD,2.2 FEET
 CS2706'NORTH OF A WITNESS POST AND 1 FOOT WEST OF A TELEPHONE POLE.
 CS2706'THE DISK IS STAMPED AVALON 1948 AND THE MARK PROJECTS 6
 CS2706'INCHES.
 CS2706'
 CS2706'TO REACH THE STATION FROM THE POST OFFICE IN AVALON, GO
 CS2706'NORTHEAST ON STATE ROUTE 34 FOR 0.4 MILE TO STATION ON LEFT
 CS2706'AS DESCRIBED.
 CS2706'
 CS2706'TO REACH THE AZIMUTH MARK FROM STATION GO 0.2 MILE SOUTHWEST
 CS2706'ON STATE ROUTE 34 TO AZIMUTH MARK ON LEFT.
 CS2706'
 CS2706'AN 87 FOOT SIGNAL AT BLOOMING GROVE IS VISIBLE FROM GROUND.
 CS2706'
 CS2706'A 74 FOOT SIGNAL AT FROST IS VISIBLE FROM GROUND
 CS2706'
 CS2706'A 74 FOOT SIGNAL AT HOG IS VISIBLE AT 30 FEET.
 CS2706'
 CS2706'A 74 FOOT SIGNAL AT FORRESTON IS VISIBLE AT 20 FEET.
 CS2706'
 CS2706'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2706
 CS2706                          STATION RECOVERY (1949)
 CS2706
 CS2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2706'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CS2706'FOUND IN GOOD CONDITION.  THE 1948 DESCRIPTION IS ADEQUATE.
 CS2706'
 CS2706'OBSERVATIONS TAKEN FROM A 64 FOOT TOWER.
 CS2706
 CS2706                          STATION RECOVERY (1965)
 CS2706
 CS2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 CS2706'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2706'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 CS2706'SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THE AZIMUTH MARK
 CS2706'STILL EXISTS BUT IS COVERED OVER WITH DIRT WHICH WAS CLEANED
 CS2706'OUT OF THE GRADER DITCH.  ALL DISTANCES AS DESCRIBED IN THE
 CS2706'ORIGINAL DESCRIPTION STILL APPLY FOR RECOVERY OF THE STATION
 CS2706'AND THE TO REACH THE STATION IS ADEQUATE.
 CS2706
 CS2706                          STATION RECOVERY (1989)
 CS2706
 CS2706'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JN)
 CS2706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0180 ***********************************************************************
 CU0180  DESIGNATION -  AVENGER 2
 CU0180  PID         -  CU0180
 CU0180  STATE/COUNTY-  TX/NOLAN
 CU0180  USGS QUAD   -  SWEETWATER (1987)
 CU0180
 CU0180                         *CURRENT SURVEY CONTROL
 CU0180  ___________________________________________________________________
 CU0180* NAD 83(1993)-  32 27 43.23957(N)    100 28 22.58603(W)     ADJUSTED  
 CU0180* NAVD 88     -       727.377  (meters)    2386.40   (feet)  ADJUSTED  
 CU0180  ___________________________________________________________________
 CU0180  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CU0180  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CU0180  DYNAMIC HT  -         726.405 (meters)    2383.21  (feet)  COMP
 CU0180  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 CU0180
 CU0180  HORZ ORDER  -  SECOND
 CU0180  VERT ORDER  -  FIRST     CLASS II
 CU0180
 CU0180.This mark is at Avenger Fld (SWW) Airport (SWW)
 CU0180
 CU0180.The horizontal coordinates were established by classical geodetic methods
 CU0180.and adjusted by the National Geodetic Survey in February 1996..
 CU0180
 CU0180.The orthometric height was determined by differential leveling
 CU0180.and adjusted by the National Geodetic Survey in June 1991..
 CU0180
 CU0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0180
 CU0180.The geoid height was determined by GEOID03.
 CU0180
 CU0180.The dynamic height is computed by dividing the NAVD 88
 CU0180.geopotential number by the normal gravity value computed on the
 CU0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0180.degrees latitude (g = 980.6199 gals.).
 CU0180
 CU0180.The modeled gravity was interpolated from observed gravity values.
 CU0180
 CU0180;                    North         East     Units Scale Factor Converg.
 CU0180;SPC TXNC     - 2,089,938.123   414,536.312   MT  0.99992520   -1 04 33.7
 CU0180;SPC TXNC     - 6,856,738.66  1,360,024.55   sFT  0.99992520   -1 04 33.7
 CU0180;UTM  14      - 3,592,603.188   361,568.536   MT  0.99983631   -0 47 26.6
 CU0180
 CU0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0180!SPC TXNC     -   0.99989005  x   0.99992520  =   0.99981526
 CU0180!UTM  14      -   0.99989005  x   0.99983631  =   0.99972638
 CU0180
 CU0180                          SUPERSEDED SURVEY CONTROL
 CU0180
 CU0180  NAD 83(1986)-  32 27 43.24476(N)    100 28 22.57535(W) AD(       ) 2
 CU0180  NAD 27      -  32 27 42.81829(N)    100 28 21.19543(W) AD(       ) 2
 CU0180  NGVD 29 (??/??/92)  727.117  (m)         2385.55   (f) ADJ UNCH    1 2
 CU0180
 CU0180.Superseded values are not recommended for survey control.
 CU0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0180.See file dsdata.txt to determine how the superseded data were derived.
 CU0180
 CU0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6156992603(NAD 83)
 CU0180_MARKER: DD = SURVEY DISK
 CU0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0180_SP_SET: BUILDING
 CU0180_STAMPING: AVENGER 2 ELEV 2385.57 FT WORTH DIST 1954
 CU0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0180
 CU0180  HISTORY     - Date     Condition        Report By
 CU0180  HISTORY     - 1954     MONUMENTED       DOD
 CU0180  HISTORY     - 1956     GOOD             NGS
 CU0180
 CU0180                          STATION DESCRIPTION
 CU0180
 CU0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0180'4.95 MI SW FROM SWEETWATER.
 CU0180'4.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0180'STATION AT SWEETWATER, THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 170,
 CU0180'THENCE 0.65 MILE NORTHWEST ALONG THE ACCESS ROAD TO THE SWEETWATER
 CU0180'AIRPORT, 25 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CU0180'ADMINISTRATION BUILDING AT THE AIRPORT, SET IN THE TOP OF A CONCRETE
 CU0180'CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0182 ***********************************************************************
 CU0182  DESIGNATION -  AVENGER 3
 CU0182  PID         -  CU0182
 CU0182  STATE/COUNTY-  TX/NOLAN
 CU0182  USGS QUAD   -  SWEETWATER (1987)
 CU0182
 CU0182                         *CURRENT SURVEY CONTROL
 CU0182  ___________________________________________________________________
 CU0182* NAD 83(1986)-  32 27 42.     (N)    100 28 21.     (W)     SCALED    
 CU0182* NAVD 88     -       726.734  (meters)    2384.29   (feet)  ADJUSTED  
 CU0182  ___________________________________________________________________
 CU0182  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CU0182  DYNAMIC HT  -         725.762 (meters)    2381.10  (feet)  COMP
 CU0182  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 CU0182
 CU0182  VERT ORDER  -  FIRST     CLASS II
 CU0182
 CU0182.This mark is at Avenger Fld (SWW) Airport (SWW)
 CU0182
 CU0182.The horizontal coordinates were scaled from a topographic map and have
 CU0182.an estimated accuracy of +/- 6 seconds.
 CU0182
 CU0182.The orthometric height was determined by differential leveling
 CU0182.and adjusted by the National Geodetic Survey in June 1991..
 CU0182
 CU0182.The geoid height was determined by GEOID03.
 CU0182
 CU0182.The dynamic height is computed by dividing the NAVD 88
 CU0182.geopotential number by the normal gravity value computed on the
 CU0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0182.degrees latitude (g = 980.6199 gals.).
 CU0182
 CU0182.The modeled gravity was interpolated from observed gravity values.
 CU0182
 CU0182;                    North         East    Units  Estimated Accuracy
 CU0182;SPC TXNC     - 2,089,900.      414,580.      MT  (+/- 180 meters Scaled)
 CU0182
 CU0182                          SUPERSEDED SURVEY CONTROL
 CU0182
 CU0182  NGVD 29 (??/??/92)  726.474  (m)         2383.44   (f) ADJ UNCH    1 2
 CU0182
 CU0182.Superseded values are not recommended for survey control.
 CU0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0182.See file dsdata.txt to determine how the superseded data were derived.
 CU0182
 CU0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA616925(NAD 83)
 CU0182_MARKER: DD = SURVEY DISK
 CU0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0182_STAMPING: AVENGER 3 ELEV 2383.51
 CU0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0182+STABILITY: SURFACE MOTION
 CU0182
 CU0182  HISTORY     - Date     Condition        Report By
 CU0182  HISTORY     - UNK      MONUMENTED       DOD
 CU0182  HISTORY     - 1956     GOOD             NGS
 CU0182  HISTORY     - 1968     GOOD             NGS
 CU0182
 CU0182                          STATION DESCRIPTION
 CU0182
 CU0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0182'4.95 MI SW FROM SWEETWATER.
 CU0182'4.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0182'STATION AT SWEETWATER, THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 170,
 CU0182'THENCE 0.65 MILE NORTHWEST ALONG THE ACCESS ROAD TO THE SWEETWATER
 CU0182'AIRPORT, 0.15 MILE NORTH OF THE ADMINISTRATION BUILDING AT THE
 CU0182'AIRPORT, 144 FEET NORTH OF THE NORTHEAST CORNER OF THE SOUTHEAST
 CU0182'HANGAR, 36.2 FEET SOUTHWEST OF BENCH MARK K 1057, 30.4 FEET SOUTH OF
 CU0182'THE SOUTHWEST LEG OF THE BEACON TOWER, 5 FEET NORTH OF THE NORTHWEST
 CU0182'CORNER OF A SMALL CONCRETE BUILDING, SET IN THE TOP OF A CONCRETE POST
 CU0182'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CU0182
 CU0182                          STATION RECOVERY (1968)
 CU0182
 CU0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CU0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0360 ***********************************************************************
 DM0360  DESIGNATION -  AVERY
 DM0360  PID         -  DM0360
 DM0360  STATE/COUNTY-  TX/RED RIVER
 DM0360  USGS QUAD   -  AVERY (1951)
 DM0360
 DM0360                         *CURRENT SURVEY CONTROL
 DM0360  ___________________________________________________________________
 DM0360* NAD 83(1986)-  33 32 58.     (N)    094 46 53.     (W)     SCALED    
 DM0360* NAVD 88     -       145.460  (meters)     477.23   (feet)  ADJUSTED  
 DM0360  ___________________________________________________________________
 DM0360  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DM0360  DYNAMIC HT  -         145.307 (meters)     476.73  (feet)  COMP
 DM0360  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 DM0360
 DM0360  VERT ORDER  -  SECOND    CLASS 0
 DM0360
 DM0360.The horizontal coordinates were scaled from a topographic map and have
 DM0360.an estimated accuracy of +/- 6 seconds.
 DM0360
 DM0360.The orthometric height was determined by differential leveling
 DM0360.and adjusted by the National Geodetic Survey in June 1991..
 DM0360
 DM0360.The geoid height was determined by GEOID03.
 DM0360
 DM0360.The dynamic height is computed by dividing the NAVD 88
 DM0360.geopotential number by the normal gravity value computed on the
 DM0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0360.degrees latitude (g = 980.6199 gals.).
 DM0360
 DM0360.The modeled gravity was interpolated from observed gravity values.
 DM0360
 DM0360;                    North         East    Units  Estimated Accuracy
 DM0360;SPC TXNC     - 2,214,900.      945,240.      MT  (+/- 180 meters Scaled)
 DM0360
 DM0360                          SUPERSEDED SURVEY CONTROL
 DM0360
 DM0360  NGVD 29 (??/??/92)  145.458  (m)          477.22   (f) ADJ UNCH    2 0
 DM0360
 DM0360.Superseded values are not recommended for survey control.
 DM0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0360.See file dsdata.txt to determine how the superseded data were derived.
 DM0360
 DM0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT346136(NAD 83)
 DM0360_MARKER: DB = BENCH MARK DISK
 DM0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0360_STAMPING: AVERY 1934
 DM0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0360+STABILITY: SURFACE MOTION
 DM0360
 DM0360  HISTORY     - Date     Condition        Report By
 DM0360  HISTORY     - 1934     MONUMENTED       CGS
 DM0360
 DM0360                          STATION DESCRIPTION
 DM0360
 DM0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0360'IN AVERY.
 DM0360'AT AVERY AND ALONG THE T P R R 45 FEET W OF FIRST ROAD CROSSING W OF
 DM0360'THE DEPOT.  68 YARDS W OF THE DEPOT.  35 FEET N OF CENTER OF MAIN
 DM0360'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1300 ***********************************************************************
 DM1300  DESIGNATION -  AVERY
 DM1300  PID         -  DM1300
 DM1300  STATE/COUNTY-  TX/RED RIVER
 DM1300  USGS QUAD   -  AVERY (1951)
 DM1300
 DM1300                         *CURRENT SURVEY CONTROL
 DM1300  ___________________________________________________________________
 DM1300* NAD 83(1993)-  33 33 12.54520(N)    094 45 14.98693(W)     ADJUSTED  
 DM1300* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 DM1300  ___________________________________________________________________
 DM1300  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DM1300  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DM1300
 DM1300  HORZ ORDER  -  THIRD
 DM1300
 DM1300.The horizontal coordinates were established by classical geodetic methods
 DM1300.and adjusted by the National Geodetic Survey in February 1996..
 DM1300
 DM1300.The orthometric height was scaled from a topographic map.
 DM1300
 DM1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1300
 DM1300.The geoid height was determined by GEOID03.
 DM1300
 DM1300;                    North         East     Units Scale Factor Converg.
 DM1300;SPC TXNC     - 2,215,432.925   947,753.788   MT  0.99991087   +2 02 34.7
 DM1300;SPC TXNC     - 7,268,466.19  3,109,422.22   sFT  0.99991087   +2 02 34.7
 DM1300;UTM  15      - 3,714,027.140   337,154.205   MT  0.99992694   -0 58 11.2
 DM1300
 DM1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1300!SPC TXNC     -   0.99998100  x   0.99991087  =   0.99989187
 DM1300!UTM  15      -   0.99998100  x   0.99992694  =   0.99990794
 DM1300
 DM1300:                Primary Azimuth Mark                     Grid Az
 DM1300:SPC TXNC     -  AVERY AZ MK                              081 41 05.5
 DM1300:UTM  15      -  AVERY AZ MK                              084 41 51.4
 DM1300
 DM1300|---------------------------------------------------------------------|
 DM1300| PID    Reference Object                     Distance      Geod. Az  |
 DM1300|                                                           dddmmss.s |
 DM1300| CX4961 AVERY AZ MK                                        0834340.2 |
 DM1300| DM0361 STA 160                             134.367 METERS 24822     |
 DM1300| CX4962 AVERY RM 1                           47.683 METERS 26108     |
 DM1300| CX4963 AVERY RM 2                           35.150 METERS 33449     |
 DM1300|---------------------------------------------------------------------|
 DM1300
 DM1300                          SUPERSEDED SURVEY CONTROL
 DM1300
 DM1300  NAD 83(1993)-  33 33 12.54619(N)    094 45 14.98740(W) AD(       ) 3
 DM1300  NAD 83(1986)-  33 33 12.55222(N)    094 45 14.97158(W) AD(       ) 3
 DM1300  NAD 27      -  33 33 12.15200(N)    094 45 14.21700(W) AD(       ) 3
 DM1300
 DM1300.Superseded values are not recommended for survey control.
 DM1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1300.See file dsdata.txt to determine how the superseded data were derived.
 DM1300
 DM1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT3715414027(NAD 83)
 DM1300_MARKER: DS = TRIANGULATION STATION DISK
 DM1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1300
 DM1300  HISTORY     - Date     Condition        Report By
 DM1300  HISTORY     - 1952     MONUMENTED       CGS
 DM1300  HISTORY     - 1956     GOOD             CGS
 DM1300
 DM1300                          STATION DESCRIPTION
 DM1300
 DM1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1300'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF THE TOWN
 DM1300'OF AVERY, ALONG THE NORTH SIDE OF U.S. HIGHWAY 82 AND AT
 DM1300'THE NORTHEAST CORNER OF A FARM YARD.  IT IS 59 FEET NORTH
 DM1300'OF THE CENTERLINE OF THE HIGHWAY, 58 FEET SOUTHEAST OF THE
 DM1300'SOUTHEAST CORNER OF A HOUSE AND 11 FEET EAST OF A FENCE
 DM1300'CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DM1300'AVERY 1952.
 DM1300'
 DM1300'REFERENCE MARK NO. 1 IS 59 FEET NORTH OF THE CENTERLINE
 DM1300'OF THE HIGHWAY, 30 FEET NORTHWEST OF AN OAK TREE AND 2 FEET
 DM1300'SOUTH OF A FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND
 DM1300'THE DISK IS STAMPED AVERY NO 1 1952.
 DM1300'
 DM1300'REFERENCE MARK NO. 2 IS 35.5 FEET NORTHEAST OF THE NORTHEAST
 DM1300'CORNER OF THE HOUSE AND 11 FEET EAST-NORTHEAST OF THE NORTHEAST
 DM1300'CORNER OF A GARAGE.  THE MARK PROJECTS 6 INCHES AND THE
 DM1300'DISK IS STAMPED AVERY NO 2 1952.
 DM1300'
 DM1300'AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 DM1300'82, 34.5 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD AND
 DM1300'2 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES
 DM1300'AND THE DISK IS STAMPED AVERY 1952.
 DM1300'
 DM1300'STA. 160 (USGS) BENCH MARK IS 69 FEET WEST OF THE CENTERLINE
 DM1300'OF A DIRT ROAD LEADING SOUTH, 40 FEET SOUTH OF THE CENTERLINE
 DM1300'OF HIGHWAY 82, 38.5 FEET NORTH OF THE NORTH RAIL OF THE
 DM1300'RAILROAD AND 1.5 FEET EAST OF A WITNESS POST.  THE MARK
 DM1300'IS A STANDARD USGS BENCH MARK CAP SECURED TO THE TOP OF
 DM1300'AN IRON PIPE WHICH PROJECTS 12 INCHES AND THE CAP IS STAMPED
 DM1300'STA 160.
 DM1300'
 DM1300'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1300'AVERY TO STA 160.  THE DISTANCE IS AS SHOWN ABOVE.
 DM1300'
 DM1300'TO REACH FROM THE RAILROAD CROSSING JUST WEST OF THE DEPOT
 DM1300'IN AVERY, GO NORTH ON A DIRT STREET 0.15 MILE TO U.S. HIGHWAY
 DM1300'82, TURN RIGHT (EAST) ON HIGHWAY 82 FOR 1.6 MILES TO A FARM
 DM1300'HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 DM1300'
 DM1300'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 DM1300'0.5 MILE TO THE MARK ON THE RIGHT.
 DM1300'
 DM1300'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DM1300
 DM1300                          STATION RECOVERY (1956)
 DM1300
 DM1300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1300'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DM1300'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1300'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1176 ***********************************************************************
 CR1176  DESIGNATION -  AVINGER
 CR1176  PID         -  CR1176
 CR1176  STATE/COUNTY-  TX/CASS
 CR1176  USGS QUAD   -  AVINGER (1962)
 CR1176
 CR1176                         *CURRENT SURVEY CONTROL
 CR1176  ___________________________________________________________________
 CR1176* NAD 83(1993)-  32 53 25.67468(N)    094 34 40.85802(W)     ADJUSTED  
 CR1176* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 CR1176  ___________________________________________________________________
 CR1176  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CR1176  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CR1176
 CR1176  HORZ ORDER  -  SECOND
 CR1176
 CR1176.The horizontal coordinates were established by classical geodetic methods
 CR1176.and adjusted by the National Geodetic Survey in February 1996..
 CR1176
 CR1176.The orthometric height was scaled from a topographic map.
 CR1176
 CR1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1176
 CR1176.The geoid height was determined by GEOID03.
 CR1176
 CR1176;                    North         East     Units Scale Factor Converg.
 CR1176;SPC TXNC     - 2,142,555.131   966,843.692   MT  0.99987656   +2 08 20.5
 CR1176;SPC TXNC     - 7,029,366.29  3,172,053.01   sFT  0.99987656   +2 08 20.5
 CR1176;UTM  15      - 3,640,247.946   352,398.715   MT  0.99986863   -0 51 25.5
 CR1176
 CR1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1176!SPC TXNC     -   0.99998332  x   0.99987656  =   0.99985988
 CR1176!UTM  15      -   0.99998332  x   0.99986863  =   0.99985195
 CR1176
 CR1176:                Primary Azimuth Mark                     Grid Az
 CR1176:SPC TXNC     -  AVINGER AZ MK                            069 46 56.7
 CR1176:UTM  15      -  AVINGER AZ MK                            072 46 42.7
 CR1176
 CR1176|---------------------------------------------------------------------|
 CR1176| PID    Reference Object                     Distance      Geod. Az  |
 CR1176|                                                           dddmmss.s |
 CR1176| CX4964 AVINGER AZ MK                                      0715517.2 |
 CR1176| CX4966 AVINGER RM 2                         34.220 METERS 25056     |
 CR1176| CX4965 AVINGER RM 1                         44.562 METERS 35704     |
 CR1176|---------------------------------------------------------------------|
 CR1176
 CR1176                          SUPERSEDED SURVEY CONTROL
 CR1176
 CR1176  NAD 83(1993)-  32 53 25.67995(N)    094 34 40.84914(W) AD(       ) 2
 CR1176  NAD 83(1986)-  32 53 25.67991(N)    094 34 40.84673(W) AD(       ) 2
 CR1176  NAD 27      -  32 53 25.20320(N)    094 34 40.12030(W) AD(       ) 2
 CR1176
 CR1176.Superseded values are not recommended for survey control.
 CR1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1176.See file dsdata.txt to determine how the superseded data were derived.
 CR1176
 CR1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS5239940248(NAD 83)
 CR1176_MARKER: DS = TRIANGULATION STATION DISK
 CR1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1176
 CR1176  HISTORY     - Date     Condition        Report By
 CR1176  HISTORY     - 1957     MONUMENTED       CGS
 CR1176
 CR1176                          STATION DESCRIPTION
 CR1176
 CR1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1176'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF AVINGER
 CR1176'ON THE SOUTH SIDE OF STATE HIGHWAY 155, ON THE HIGHWAY
 CR1176'RIGHT-OF-WAY, 65 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 CR1176'64 FEET EAST-NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST
 CR1176'AND 14 FEET NORTH OF A FENCE LINE.  IT IS A FLUSH MARK AND
 CR1176'IS STAMPED AVINGER 1957.
 CR1176'
 CR1176'REFERENCE MARK NO. 1 IS NORTH OF STATION, 80 FEET NORTH OF
 CR1176'THE CENTER OF THE HIGHWAY, 2 FEET WEST OF A 4 BY 4 INCH POST
 CR1176'AND 2 FEET NORTHWEST OF A GROUP OF ROCKS.  IT IS A FLUSH MARK
 CR1176'AND IS STAMPED AVINGER NO 1 1957.
 CR1176'
 CR1176'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 75 FEET
 CR1176'SOUTH OF THE CENTER OF THE HIGHWAY, 48 FEET WEST OF A CONCRETE
 CR1176'RIGHT-OF-WAY MARKER POST AND 1 FOOT NORTH OF A FENCE LINE.
 CR1176'IT IS A FLUSH MARK AND IS STAMPED AVINGER NO 2 1957.
 CR1176'
 CR1176'THE AZIMUTH MARK IS 0.3 MILE EAST-NORTHEAST OF THE STATION
 CR1176'ON A HIGH ROAD-BANK ON THE NORTH SIDE OF THE HIGHWAY, ABOUT
 CR1176'60 FEET NORTH OF THE CENTER OF THE HIGHWAY, ABOUT 50 FEET
 CR1176'NORTH-NORTHWEST OF A HIGHWAY SIGN AND 2 FEET WEST OF A WITNESS
 CR1176'POST.  IT IS A FLUSH MARK AND IS STAMPED AVINGER 1957.
 CR1176'
 CR1176'TO REACH THE STATION FROM THE AVINGER POST OFFICE GO EAST
 CR1176'ON STATE ROAD 49 FOR 0.4 MILE TO THE JUNCTION WITH STATE
 CR1176'ROAD 155.  TURN RIGHT ON STATE ROAD 155 AND GO 1.35 MILE TO
 CR1176'THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON FOR 0.3 MILE TO
 CR1176'THE STATION ON THE LEFT AS DESCRIBED.
 CR1176'
 CR1176'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1177 ***********************************************************************
 CR1177  DESIGNATION -  AVINGER MUNICIPAL TANK
 CR1177  PID         -  CR1177
 CR1177  STATE/COUNTY-  TX/CASS
 CR1177  USGS QUAD   -  AVINGER (1962)
 CR1177
 CR1177                         *CURRENT SURVEY CONTROL
 CR1177  ___________________________________________________________________
 CR1177* NAD 83(1993)-  32 53 57.92334(N)    094 33 14.99555(W)     ADJUSTED  
 CR1177* NAVD 88     -                                                        
 CR1177  ___________________________________________________________________
 CR1177  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CR1177  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CR1177
 CR1177  HORZ ORDER  -  THIRD
 CR1177
 CR1177.The horizontal coordinates were established by classical geodetic methods
 CR1177.and adjusted by the National Geodetic Survey in February 1996..
 CR1177
 CR1177
 CR1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1177
 CR1177.The geoid height was determined by GEOID03.
 CR1177
 CR1177;                    North         East     Units Scale Factor Converg.
 CR1177;SPC TXNC     - 2,143,631.307   969,036.224   MT  0.99987613   +2 09 07.3
 CR1177;SPC TXNC     - 7,032,897.05  3,179,246.34   sFT  0.99987613   +2 09 07.3
 CR1177;UTM  15      - 3,641,208.035   354,644.475   MT  0.99986052   -0 50 39.5
 CR1177
 CR1177                          SUPERSEDED SURVEY CONTROL
 CR1177
 CR1177  NAD 83(1993)-  32 53 57.92840(N)    094 33 14.98750(W) AD(       ) 4
 CR1177  NAD 83(1986)-  32 53 57.92855(N)    094 33 14.98427(W) AD(       ) 4
 CR1177  NAD 27      -  32 53 57.45200(N)    094 33 14.26000(W) AD(       ) 3
 CR1177
 CR1177.Superseded values are not recommended for survey control.
 CR1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1177.See file dsdata.txt to determine how the superseded data were derived.
 CR1177
 CR1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS5464441208(NAD 83)
 CR1177_MARKER: 53 = ELEVATED TANK
 CR1177
 CR1177  HISTORY     - Date     Condition        Report By
 CR1177  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1177
 CR1177                          STATION DESCRIPTION
 CR1177
 CR1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1177'THE STATION IS LOCATED ABOUT 200 YARDS SOUTHEAST OF THE CENTER
 CR1177'OF TOWN AND 50 YARDS NORTH OF TEXAS HIGHWAY 49.  THE TANK HAS
 CR1177'A CONICAL SHAPED ROOF WITH A RED LIGHT AT THE APEX AND IS
 CR1177'PAINTED SILVER IN COLOR.  IT IS SUPPORTED BY A 4 LEGGED STEEL
 CR1177'STRUCTURE.  THE OVERALL HEIGHT IS 150 FEET.
 CR1177'
 CR1177'THE RED LIGHT AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2501 ***********************************************************************
 CS2501  DESIGNATION -  AVON
 CS2501  PID         -  CS2501
 CS2501  STATE/COUNTY-  TX/TARRANT
 CS2501  USGS QUAD   -  AVONDALE (1982)
 CS2501
 CS2501                         *CURRENT SURVEY CONTROL
 CS2501  ___________________________________________________________________
 CS2501* NAD 83(1993)-  32 57 01.53749(N)    097 25 14.42041(W)     ADJUSTED  
 CS2501* NAVD 88     -       265.659  (meters)     871.58   (feet)  ADJUSTED  
 CS2501  ___________________________________________________________________
 CS2501  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 CS2501  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CS2501  DYNAMIC HT  -         265.345 (meters)     870.55  (feet)  COMP
 CS2501  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 CS2501
 CS2501  HORZ ORDER  -  THIRD
 CS2501  VERT ORDER  -  FIRST     CLASS II
 CS2501
 CS2501.The horizontal coordinates were established by classical geodetic methods
 CS2501.and adjusted by the National Geodetic Survey in February 1996..
 CS2501.No horizontal observational check was made to the station.
 CS2501
 CS2501.The orthometric height was determined by differential leveling
 CS2501.and adjusted by the National Geodetic Survey in June 1991..
 CS2501
 CS2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2501
 CS2501.The geoid height was determined by GEOID03.
 CS2501
 CS2501.The dynamic height is computed by dividing the NAVD 88
 CS2501.geopotential number by the normal gravity value computed on the
 CS2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2501.degrees latitude (g = 980.6199 gals.).
 CS2501
 CS2501.The modeled gravity was interpolated from observed gravity values.
 CS2501
 CS2501;                    North         East     Units Scale Factor Converg.
 CS2501;SPC TXNC     - 2,142,874.133   700,908.535   MT  0.99987417   +0 35 19.2
 CS2501;SPC TXNC     - 7,030,412.88  2,299,564.09   sFT  0.99987417   +0 35 19.2
 CS2501;UTM  14      - 3,646,898.120   647,624.354   MT  0.99986871   +0 51 33.0
 CS2501
 CS2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2501!SPC TXNC     -   0.99996268  x   0.99987417  =   0.99983685
 CS2501!UTM  14      -   0.99996268  x   0.99986871  =   0.99983139
 CS2501
 CS2501:                Primary Azimuth Mark                     Grid Az
 CS2501:SPC TXNC     -  AVON RM 4                                000 04 29.3
 CS2501:UTM  14      -  AVON RM 4                                359 48 15.5
 CS2501
 CS2501|---------------------------------------------------------------------|
 CS2501| PID    Reference Object                     Distance      Geod. Az  |
 CS2501|                                                           dddmmss.s |
 CS2501| CX9633 AVON RM 4                                          0003948.5 |
 CS2501| CX9630 AVON RM 1                            33.832 METERS 00658     |
 CS2501| CX9632 AVON RM 3                            33.020 METERS 00700     |
 CS2501| CX9631 AVON RM 2                            32.210 METERS 26554     |
 CS2501| DN1340 RHOME MUNICIPAL TANK                APPROX.12.4 KM 3365613.9 |
 CS2501| CX9629 AVON AZ MK                                         3551956.5 |
 CS2501|---------------------------------------------------------------------|
 CS2501
 CS2501                          SUPERSEDED SURVEY CONTROL
 CS2501
 CS2501  NAD 83(1993)-  32 57 01.54102(N)    097 25 14.40527(W) AD(       ) 3
 CS2501  NAD 83(1986)-  32 57 01.54109(N)    097 25 14.40430(W) AD(       ) 3
 CS2501  NAD 27      -  32 57 01.08800(N)    097 25 13.33600(W) AD(       ) 3
 CS2501
 CS2501.Superseded values are not recommended for survey control.
 CS2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2501.See file dsdata.txt to determine how the superseded data were derived.
 CS2501
 CS2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4762446898(NAD 83)
 CS2501_MARKER: DS = TRIANGULATION STATION DISK
 CS2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2501_SP_SET: CONCRETE POST
 CS2501_STAMPING: AVON 1946 1959
 CS2501_MARK LOGO: CGS   
 CS2501_PROJECTION: PROJECTING 10 CENTIMETERS
 CS2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2501+STABILITY: SURFACE MOTION
 CS2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2501+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 CS2501
 CS2501  HISTORY     - Date     Condition        Report By
 CS2501  HISTORY     - 1946     MONUMENTED       CGS
 CS2501  HISTORY     - 1959     SEE DESCRIPTION  CGS
 CS2501  HISTORY     - 1962     GOOD             CGS
 CS2501  HISTORY     - 1976     GOOD             NGS
 CS2501  HISTORY     - 1984     GOOD             NGS
 CS2501  HISTORY     - 1986     GOOD             LOCSUR
 CS2501  HISTORY     - 19960427 GOOD             USPSQD
 CS2501  HISTORY     - 19970301 GOOD             USPSQD
 CS2501  HISTORY     - 20030313 GOOD             INDIV
 CS2501
 CS2501                          STATION DESCRIPTION
 CS2501
 CS2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS2501'STATION IS LOCATED ABOUT 4.5 MILES E OF EAGLE LAKE AND 7
 CS2501'MILES NW OF SAGINAW, ON U.S. HIGHWAY 81.  IT IS 78 FEET N OF
 CS2501'THE APPROXIMATE CENTER OF A DIRT ROAD, 47 FEET E OF U.S. HIGHWAY
 CS2501'81, 26 FEET NW OF A TELEPHONE POLE, 13 FEET W OF A N-AND-S
 CS2501'FENCE LINE.
 CS2501'
 CS2501'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN THE
 CS2501'TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED AVON 1946 AND
 CS2501'PROJECTS 3 INCHES.
 CS2501'
 CS2501'REFERENCE MARK 1 IS 108.30 FEET N OF THE STATION.  IT IS
 CS2501'59 FEET E OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 81, 30
 CS2501'FEET S OF A TELEPHONE POLE, AND 1 FOOT W OF A FENCE LINE.
 CS2501'IT IS A BRONZE REFERENCE DISK, STAMPED AVON NO 1 1946, AND IS
 CS2501'SET IN THE TOP OF A CONCRETE POST.  THE MARK PROJECTS 3 INCHES.
 CS2501'
 CS2501'REFERENCE MARK 2 IS 108.90 FEET W OF THE STATION.  IT IS 58 FEET
 CS2501'W OF U.S. HIGHWAY 81, 10 FEET NE OF AN ELECTRIC POLE WITH A
 CS2501'TRANSFORMER, AND 1 FOOT W OF A FENCE.  IT IS A BRONZE REFERENCE
 CS2501'DISK, STAMPED AVON NO 2 1946, AND IS SET IN THE TOP OF A
 CS2501'CONCRETE POST.  THE MARK PROJECTS 4 INCHES.
 CS2501'
 CS2501'AZIMUTH MARK IS APPROXIMATELY 1.7 MILES NW OF THE STATION.
 CS2501'IT IS 75.5 FEET E OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 CS2501'81, 4.7 FEET S OF A WHITE WOODEN WITNESS POST, AND 1 FOOT W OF A
 CS2501'FENCE LINE.  IT IS A BRONZE AZIMUTH DISK, STAMPED AVON 1946, AND
 CS2501'IS SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS 6 INCHES.
 CS2501'
 CS2501'TO REACH THE STATION FROM THE POST OFFICE IN SAGINAW, GO NW ON
 CS2501'U.S. HIGHWAY 81 FOR 7 MILES TO STATION ON RIGHT AS DESCRIBED.
 CS2501'
 CS2501'TO REACH AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT AHEAD
 CS2501'ON U.S. HIGHWAY 81 FOR 1.7 MILES TO AZIMUTH MARK ON RIGHT AS
 CS2501'DESCRIBED.
 CS2501'
 CS2501'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS2501
 CS2501                          STATION RECOVERY (1959)
 CS2501
 CS2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2501'THE SURFACE MARK AT THIS STATION WAS FOUND PULLED OUT OF THE
 CS2501'GROUND.  THE DISTANCES LISTED IN THE DESCRIPTION WERE IN
 CS2501'ERROR AND THE UNDERGROUND MARK WAS RECOVERED BY CONSIDERABLE
 CS2501'DIGGING.  THE SURFACE MONUMENT WAS RESTORED TO THE ORIGINAL
 CS2501'POSITION AND THE DISK IS NOW STAMPED AVON 1946 1959.  THE
 CS2501'STATION IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND, 13
 CS2501'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE LINE OF U.S. HIGHWAY
 CS2501'NO. 81, 79 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 CS2501'BLACKTOP ROAD LEADING EAST, 55 FEET NORTH OF THE EXTENDED
 CS2501'LINE OF THE NORTH FENCE LINE OF THE ROAD EAST, AND ABOUT 0.3
 CS2501'MILE NORTH OF A HIGHWAY OVERPASS OVER THE RAILROAD.  IT IS ABOUT
 CS2501'100 YARDS NORTHEAST OF THE SMALL STORE AND STATION OWNED AND
 CS2501'MANAGED BY MR. ELLIS.
 CS2501'
 CS2501'THE AZIMUTH MARK IS 01.7 MILES NORTHWEST OF THE STATION, 25 YARDS
 CS2501'NORTH OF THE CENTERLINE OF A BOARD GATE AND ENTRANCE LANE TO
 CS2501'A TWO STORY HOUSE ON THE HILL EAST OF THE HIGHWAY.  A STANDARD
 CS2501'DISK STAMPED AVON 1946 IN A CONCRETE MONUMENT PROJECTING
 CS2501'ABOUT 4 INCHES, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE AND
 CS2501'4-1/2 FEET SOUTH OF A 4 X 4 POST.
 CS2501'
 CS2501'REFERENCE MARK NO. 1 IS A CONCRETE MONUMENT FROM WHICH THE DISK
 CS2501'HAS BEEN BROKEN OUT, NORTH OF THE STATION, 108.325 FEET, 33.016
 CS2501'METERS, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE AND ABOUT
 CS2501'3 INCHES BELOW THE SURFACE OF THE FENCE ROW.
 CS2501'
 CS2501'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT EAST OF
 CS2501'THE WEST RIGHT-OF-WAY FENCE, 10 FEET NORTH OF A BRACED POWER
 CS2501'POLE AND IS A DISK STAMPED AVON 1946 NO. 2 IN A CONCRETE POST
 CS2501'PROJECTING ABOUT 4 INCHES.  IT IS ACROSS THE HIGHWAY, 105.720
 CS2501'FEET, 32.220 METERS.
 CS2501'
 CS2501'TO REACH THE STATION FROM SAGINAW.  GO NORTH OF U.S. HIGHWAY
 CS2501'NO. 81 AND 287, 07.0 MILES TO THE STATION ON THE RIGHT AS
 CS2501'DESCRIBED.
 CS2501'
 CS2501'TO REACH THE AZIMUTH MARK, CONTINUE ON THE HIGHWAY 01.7 MILES
 CS2501'TO THE MARK ON THE RIGHT AS DESCRIBED.
 CS2501
 CS2501                          STATION RECOVERY (1962)
 CS2501
 CS2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS2501'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AND THE
 CS2501'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE 1959
 CS2501'RECOVERY NOTE DESCRIPTION AND THE TO REACH THE STATION WAS
 CS2501'CHECKED AND FOUND TO BE CORRECT FOR RECOVERY.
 CS2501
 CS2501                          STATION RECOVERY (1976)
 CS2501
 CS2501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CS2501'THE STATION MARK AND REFERENCE MARK NO. 2, WERE RECOVERED AND FOUND
 CS2501'IN GOOD CONDITION.  REFERENCE MARK NO. 1, WAS FOUND IN POOR
 CS2501'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND ITS BELIEVED
 CS2501'THAT THE MARK WAS DESTROYED DURING ROAD CONSTRUCTION.
 CS2501'
 CS2501'REFERENCE MARKS NO. 3 AND 4 AZI, WERE ESTABLISHED AT THIS TIME.
 CS2501'
 CS2501'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2, WAS VERIFIED.
 CS2501'
 CS2501'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS2501'
 CS2501'THE STATION IS LOCATED ABOUT 14-1/2 MILES NORTH-NORTHWEST OF FORT
 CS2501'WORTH, 7 MILES NORTH-NORTHWEST OF SAGINAW, 4-1/2 MILES SOUTHWEST OF
 CS2501'HASLET, 8 MILES SOUTH-SOUTHEAST OF RHOME AND AT THE INTERSECTION OF
 CS2501'U.S. HIGHWAY 287 AND BLUE MOUND ROAD.
 CS2501'
 CS2501'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 287, 81
 CS2501'AND STATE HIGHWAY 114 IN RHOME, GO SOUTHERLY ON U.S. HIGHWAYS 81
 CS2501'AND 287 FOR 8.15 MILES TO REFERENCE MARK NO. 4 AZI ON THE LEFT,
 CS2501'CONTINUE SOUTHERLY ON U.S. HIGHWAYS 81 AND 287 FOR 0.4 MILE TO
 CS2501'MARK ON THE LEFT AND THE INTERSECTION OF BLUE MOUND ROAD ON THE
 CS2501'LEFT.
 CS2501'
 CS2501'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST,
 CS2501'THAT IS ABOUT 6-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 CS2501'STAMPED AVON 1946 1959.  IT IS 86 FEET NORTH OF THE CENTER OF BLUE
 CS2501'MOUND ROAD, 47 FEET EAST OF THE CENTER-LINE OF U.S. HIGHWAY
 CS2501'287, 38 FEET WEST OF A FENCE-CORNER POST AND 13.6 FEET WEST OF
 CS2501'FENCE-LINE AND METAL WITNESS POST.
 CS2501'
 CS2501'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS2501'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED AVON NO
 CS2501'2 1946.  IT IS 58 FEET WEST OF THE CENTER-LINE OF HIGHWAY, 10 FEET
 CS2501'NORTH OF A HI-LINE POLE WITH TRANSMITTER, 1-FOOT EAST OF
 CS2501'FENCE-LINE AND UNDER THE NORTH EDGE OF A LARGE BRUSHY TREE.
 CS2501'
 CS2501'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS2501'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED AVON
 CS2501'1946 NO 3 1975.  IT IS 59 FEET EAST OF THE CENTER-LINE OF HIGHWAY,
 CS2501'1-FOOT SOUTH OF THE FENCE-LINE AND 1.6 FEET SOUTHWEST OF A METAL
 CS2501'WITNESS POST.
 CS2501'
 CS2501'REFERENCE MARK NO. 4 AZI IS A STANDARD DISK, SET IN THE TOP OF A
 CS2501'ROUND CONCRETE POST, THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 CS2501'IS STAMPED AVON 1946 NO 4 AZI 1975.  IT IS 58 FEET EAST OF THE
 CS2501'CENTER-LINE OF HIGHWAY, 1-FOOT WEST OF THE FENCE-LINE AND
 CS2501'1-FOOT SOUTH OF A METAL WITNESS POST.
 CS2501'
 CS2501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SAGINAW NNW
 CS2501'7-MILES.
 CS2501
 CS2501                          STATION RECOVERY (1984)
 CS2501
 CS2501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS2501'11.4 KM (7.05 MI) NW FROM SAGINAW.
 CS2501'10.8 KM (6.7 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM ITS
 CS2501'JUNCTION WITH MC LEROY BOULEVARD IN SAGINAW, THENCE 0.6 KM (0.35 MI)
 CS2501'NORTH ALONG U.S. HIGHWAYS 287 AND 81, 24.1 METERS (79.1 FT) NORTH OF
 CS2501'THE CENTER OF BLUE MOUND ROAD LEADING EAST, 16.8 METERS (55.1 FT)
 CS2501'NORTH OF A FENCE CORNER, AND 14.4 METERS (47.2 FT) EAST OF THE
 CS2501'CENTERLINE OF THE HIGHWAY.
 CS2501'THE MARK IS 3.9 METERS  W FROM  A WITNESS POST AND FENCE
 CS2501'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CS2501
 CS2501                          STATION RECOVERY (1986)
 CS2501
 CS2501'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JBA)
 CS2501'RECOVERED IN GOOD CONDITION.
 CS2501
 CS2501                          STATION RECOVERY (1996)
 CS2501
 CS2501'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2501'RECOVERED IN GOOD CONDITION.
 CS2501
 CS2501                          STATION RECOVERY (1997)
 CS2501
 CS2501'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2501'RECOVERED IN GOOD CONDITION.
 CS2501
 CS2501                          STATION RECOVERY (2003)
 CS2501
 CS2501'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MB)
 CS2501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1450 ***********************************************************************
 AB1450  DESIGNATION -  AWFUL
 AB1450  PID         -  AB1450
 AB1450  STATE/COUNTY-  TX/KENEDY
 AB1450  USGS QUAD   -  POTRERO LOPENO SE (1975)
 AB1450
 AB1450                         *CURRENT SURVEY CONTROL
 AB1450  ___________________________________________________________________
 AB1450* NAD 83(1993)-  26 51 24.41539(N)    097 21 46.76254(W)     ADJUSTED  
 AB1450* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1450  ___________________________________________________________________
 AB1450  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 AB1450  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AB1450
 AB1450  HORZ ORDER  -  THIRD
 AB1450
 AB1450.The horizontal coordinates were established by classical geodetic methods
 AB1450.and adjusted by the National Geodetic Survey in February 1996..
 AB1450
 AB1450.The orthometric height was scaled from a topographic map.
 AB1450
 AB1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1450
 AB1450.The geoid height was determined by GEOID03.
 AB1450
 AB1450;                    North         East     Units Scale Factor Converg.
 AB1450;SPC TX S     - 5,132,363.647   412,983.399   MT  0.99989795   +0 30 58.4
 AB1450;SPC TX S     -16,838,429.73  1,354,929.70   sFT  0.99989795   +0 30 58.4
 AB1450;UTM  14      - 2,971,622.481   662,634.734   MT  0.99992654   +0 44 22.9
 AB1450
 AB1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1450!SPC TX S     -   1.00000340  x   0.99989795  =   0.99990135
 AB1450!UTM  14      -   1.00000340  x   0.99992654  =   0.99992994
 AB1450
 AB1450|---------------------------------------------------------------------|
 AB1450| PID    Reference Object                     Distance      Geod. Az  |
 AB1450|                                                           dddmmss.s |
 AB1450| CV2473 AWFUL RM 1                                         01935     |
 AB1450| AB1452 METEOR 1939                         APPROX. 3.4 KM 1773306.9 |
 AB1450|---------------------------------------------------------------------|
 AB1450
 AB1450                          SUPERSEDED SURVEY CONTROL
 AB1450
 AB1450  NAD 83(1986)-  26 51 24.43374(N)    097 21 46.73229(W) AD(       ) 3
 AB1450  NAD 27      -  26 51 23.22764(N)    097 21 45.80092(W) AD(       ) 3
 AB1450
 AB1450.Superseded values are not recommended for survey control.
 AB1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1450.See file dsdata.txt to determine how the superseded data were derived.
 AB1450
 AB1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6263571622(NAD 83)
 AB1450_MARKER: DS = TRIANGULATION STATION DISK
 AB1450_SETTING: 0 = UNSPECIFIED SETTING
 AB1450
 AB1450  HISTORY     - Date     Condition        Report By
 AB1450  HISTORY     - 1968     MONUMENTED       CGS
 AB1450  HISTORY     - 1969     GOOD             CGS
 AB1450
 AB1450                          STATION DESCRIPTION
 AB1450
 AB1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1450'STATION IS LOCATED ON PADRE ISLAND ABOUT 60 MILES SOUTH
 AB1450'SOUTHEAST OF CORPUS CHRISTI, ABOUT 66 MILES SOUTH SOUTHWEST OF PORT
 AB1450'ARANSAS, AND ABOUT 15 MILES SOUTH OF YARBOROUGH PASS.
 AB1450'
 AB1450'TO REACH FROM THE JUNCTION OF PARK ROAD 22 AND PARK ROAD 53 ON
 AB1450'PADRE ISLAND, GO SOUTH SOUTHEAST ON PARK ROAD 22 FOR 2.05 MILES
 AB1450'TO ROAD ON LEFT.  TURN LEFT AND GO 0.3 MILE TO ROAD ON RIGHT THAT
 AB1450'PARALLELS THE BEACH.  TURN RIGHT AND GO SOUTHWEST 0.2 MILE TO
 AB1450'BOB HALL PIER (ALSO CALLED NUECES COUNTY PARK PIER).  CONTINUE
 AB1450'SOUTHWEST ON BEACH FOR 11.0 MILES TO THE ENTRANCE OF PADRE
 AB1450'ISLAND NATIONAL SEASHORE PARK SERVICE, NORTH DISTRICT, RANGER
 AB1450'HEADQUARTERS, THENCE 42.0 MILES TO STATION ON PROMINENT
 AB1450'SAND DUNE OPPOSITE AN OLD SHIP WRECK, AND 434.0 FEET
 AB1450'NORTHWEST OF HWL.
 AB1450'
 AB1450'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED AWFUL 1968 BRAZED
 AB1450'INTO THE TOP OF A 2 INCH GALVANIZED-IRON PIPE SAND-BUCKETED 9
 AB1450'FEET INTO THE GROUND AND PROJECTING 1.5 FEET.  IT IS 5.6 FEET
 AB1450'SOUTH OF A 4 X 4 INCH WITNESS POST AND SIGN.
 AB1450'
 AB1450'R.M. 1 IS A STANDARD REFERENCE MARK DISK STAMPED AWFUL NO 1 1968
 AB1450'LEADED INTO THE TOP OF A 2 INCH GALVANIZED-IRON PIPE DRIVEN
 AB1450'DEEP INTO THE GROUND AND PROJECTING 1.0 FOOT.  IT IS ON THE BEACH
 AB1450'226.0 FEET NORTHWEST OF HWL, 15.0 FEET SOUTHEAST OF A CEDAR
 AB1450'WITNESS POST AND 15.0 FEET NORTHEAST OF ANOTHER CEDAR WITNESS
 AB1450'POST.
 AB1450'
 AB1450'STATION CAN BEST BE REACHED BY TRAVELING ALONG THE BEACH IN A
 AB1450'4 WHEEL DRIVE VEHICLE.  PERMISSION SHOULD BE OBTAINED FROM PADRE
 AB1450'ISLAND NATIONAL SEASHORE PARK SERVICE, NORTH DISTRICT, RANGER
 AB1450'HEADQUARTERS.
 AB1450
 AB1450                          STATION RECOVERY (1969)
 AB1450
 AB1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB1450'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AB1450'
 AB1450'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT FOUND.
 AB1450'
 AB1450'THE ORIGINAL DESCRIPTION ADEQUATELY DESCRIBES THE STATION.
 AB1450'
 AB1450'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--60 MILES
 AB1450'SOUTH-SOUTHEAST OF CORPUS CHRISTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9753 ***********************************************************************
 AB9753  SACS        -  This is a Secondary Airport Control Station.
 AB9753  DESIGNATION -  AXH A
 AB9753  PID         -  AB9753
 AB9753  STATE/COUNTY-  TX/HARRIS
 AB9753  USGS QUAD   -  ALMEDA (1995)
 AB9753
 AB9753                         *CURRENT SURVEY CONTROL
 AB9753  ___________________________________________________________________
 AB9753* NAD 83(1993)-  29 30 20.85607(N)    095 29 04.68810(W)     ADJUSTED  
 AB9753* NAVD 88     -        20.32   (meters)      66.7    (feet)  GPS OBS   
 AB9753  ___________________________________________________________________
 AB9753  X           -    -530,982.109 (meters)                     COMP
 AB9753  Y           -  -5,530,003.181 (meters)                     COMP
 AB9753  Z           -   3,122,810.255 (meters)                     COMP
 AB9753  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AB9753  ELLIP HEIGHT-          -6.84  (meters)          (01/26/01) GPS OBS
 AB9753  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AB9753
 AB9753  HORZ ORDER  -  FIRST
 AB9753  ELLP ORDER  -  FIFTH     CLASS I
 AB9753
 AB9753.This mark is at Houston-Southwest (AXH) Airport (AXH)
 AB9753
 AB9753.The horizontal coordinates were established by GPS observations
 AB9753.and adjusted by the National Geodetic Survey in January 1997..
 AB9753
 AB9753.The orthometric height was determined by GPS observations and a
 AB9753.high-resolution geoid model.
 AB9753
 AB9753.GPS derived orthometric heights for airport stations designated as
 AB9753.PACS or SACS are published to 2 decimal places.  This maintains
 AB9753.centimeter relative accuracy between the PACS and SACS.  It does
 AB9753.not indicate centimeter accuracy relative to other marks which are
 AB9753.part of the NAVD 88 network.
 AB9753
 AB9753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9753
 AB9753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9753
 AB9753.The ellipsoidal height was determined by GPS observations
 AB9753.and is referenced to NAD 83.
 AB9753
 AB9753.The geoid height was determined by GEOID03.
 AB9753
 AB9753;                    North         East     Units Scale Factor Converg.
 AB9753;SPC TXSC     - 4,190,474.612   940,756.005   MT  0.99986767   +1 43 20.0
 AB9753;SPC TXSC     -13,748,248.79  3,086,463.66   sFT  0.99986767   +1 43 20.0
 AB9753;UTM  15      - 3,266,598.393   259,145.046   MT  1.00031585   -1 13 27.5
 AB9753
 AB9753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9753!SPC TXSC     -   1.00000107  x   0.99986767  =   0.99986874
 AB9753!UTM  15      -   1.00000107  x   1.00031585  =   1.00031692
 AB9753
 AB9753:                Primary Azimuth Mark                     Grid Az
 AB9753:SPC TXSC     -  SOUTHPORT AZ MK                          075 33 02.7
 AB9753:UTM  15      -  SOUTHPORT AZ MK                          078 29 50.2
 AB9753
 AB9753|---------------------------------------------------------------------|
 AB9753| PID    Reference Object                     Distance      Geod. Az  |
 AB9753|                                                           dddmmss.s |
 AB9753| AW5461 SOUTHPORT AZ MK                     444.651 METERS 0771622.7 |
 AB9753|---------------------------------------------------------------------|
 AB9753
 AB9753                          SUPERSEDED SURVEY CONTROL
 AB9753
 AB9753  ELLIP H (01/10/97)   -6.74   (m)                       GP(       ) 5 1
 AB9753
 AB9753.Superseded values are not recommended for survey control.
 AB9753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9753.See file dsdata.txt to determine how the superseded data were derived.
 AB9753
 AB9753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5914566598(NAD 83)
 AB9753_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9753_SETTING: 0 = UNSPECIFIED SETTING
 AB9753_STAMPING: AXH A 1994
 AB9753_MARK LOGO: NGS   
 AB9753_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9753+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AB9753
 AB9753  HISTORY     - Date     Condition        Report By
 AB9753  HISTORY     - 1994     MONUMENTED       NGS
 AB9753  HISTORY     - 20040626 GOOD             USPSQD
 AB9753  HISTORY     - 20050707 GOOD             USPSQD
 AB9753
 AB9753                          STATION DESCRIPTION
 AB9753
 AB9753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AB9753'THE STATION IS LOCATED ON THE HOUSTON SOUTHWEST AIRPORT AT THE WEST
 AB9753'END OF THE AIRPORT SOUTH OF RUNWAY END 9 IN THE NORTHWEST CORNER OF
 AB9753'THE NORTHERN MOST OF 5 CONCRETE TIE DOWNS ON THE WEST END OF A PARKING
 AB9753'APRON FOR 2 T-HANGARS.  TO REACH THE STATION FROM THE JUNCTION OF
 AB9753'STATE HIGHWAY 6 AND FARM ROAD 521 IN ARCOLA, GO NORTHWEST ON STATE
 AB9753'HIGHWAY 6 FOR 0.05 MI (0.08 KM) TO MCKEEVER ROAD ON THE LEFT.  TURN
 AB9753'LEFT AND GO 0.35 MI (0.56 KM) TO THE ENTRANCE TO THE AIRPORT.  PROCEED
 AB9753'THROUGH AIRPORT GATE AND GO WEST SOUTHWEST ON PARKING APRON FOR 0.5 MI
 AB9753'(0.8 KM) TO TAXIWAY.  TURN RIGHT (WEST) AND CONTINUE FOR 1.3 MI, (2.1
 AB9753'KM) CROSSING RUNWAY END 9 TO THE STATION ON THE RIGHT IN THE FIRST
 AB9753'CONCRETE TIE DOWN FROM TAXIWAY.  THE STATION IS 61.0 FT (18.6 M) SOUTH
 AB9753'OF SOUTHEAST CORNER OF SERVICE ROAD, 58.3 FT (17.8 M) NORTHWEST FROM
 AB9753'THE CENTER OF METAL DRAIN GRATE, 56.9 FT (17.3 M) WEST NORTHWEST FROM
 AB9753'THE NORTHWEST CORNER OF SHORTER OF 2 T-HANGARS, 18.4 FT (5.6 M)
 AB9753'SOUTHEAST OF WITNESS POST, AND 13.4 FT (4.1 M) WEST SOUTHWEST FROM THE
 AB9753'NORTHEAST CORNER OF A CONCRETE TIEDOWN.  FOR ACCESS TO AIRPORT,
 AB9753'CONTACT MR.  RICHARD A.  FRANCO, AIRPORT MANAGER, RT 1 BOX 1505,
 AB9753'ARCOLA, TEXAS 77583, PHONE (713) -431-2581.  DESCRIBED BY RONALD A.
 AB9753'ZEMAITIS, CHIEF OF PARTY, 12-05-1994, NGS.
 AB9753
 AB9753                          STATION RECOVERY (2004)
 AB9753
 AB9753'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AB9753'RECOVERED IN GOOD CONDITION.
 AB9753
 AB9753                          STATION RECOVERY (2005)
 AB9753
 AB9753'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AB9753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1334 ***********************************************************************
 CR1334  DESIGNATION -  AYRES
 CR1334  PID         -  CR1334
 CR1334  STATE/COUNTY-  TX/VAN ZANDT
 CR1334  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR1334
 CR1334                         *CURRENT SURVEY CONTROL
 CR1334  ___________________________________________________________________
 CR1334* NAD 83(1993)-  32 36 58.94133(N)    095 53 56.05875(W)     ADJUSTED  
 CR1334* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 CR1334  ___________________________________________________________________
 CR1334  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 CR1334  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR1334
 CR1334  HORZ ORDER  -  FIRST
 CR1334
 CR1334.The horizontal coordinates were established by classical geodetic methods
 CR1334.and adjusted by the National Geodetic Survey in February 1996..
 CR1334
 CR1334.The orthometric height was scaled from a topographic map.
 CR1334
 CR1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1334
 CR1334.The geoid height was determined by GEOID03.
 CR1334
 CR1334;                    North         East     Units Scale Factor Converg.
 CR1334;SPC TXNC     - 2,108,334.973   844,078.133   MT  0.99990129   +1 25 07.0
 CR1334;SPC TXNC     - 6,917,095.66  2,769,279.67   sFT  0.99990129   +1 25 07.0
 CR1334;UTM  15      - 3,612,470.392   227,981.513   MT  1.00051252   -1 33 48.6
 CR1334
 CR1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1334!SPC TXNC     -   0.99997607  x   0.99990129  =   0.99987737
 CR1334!UTM  15      -   0.99997607  x   1.00051252  =   1.00048858
 CR1334
 CR1334:                Primary Azimuth Mark                     Grid Az
 CR1334:SPC TXNC     -  EDGEWOOD MUNICIPAL TANK                  006 03 35.9
 CR1334:UTM  15      -  EDGEWOOD MUNICIPAL TANK                  009 02 31.5
 CR1334
 CR1334|---------------------------------------------------------------------|
 CR1334| PID    Reference Object                     Distance      Geod. Az  |
 CR1334|                                                           dddmmss.s |
 CR1334| CR1335 EDGEWOOD MUNICIPAL TANK             APPROX. 9.3 KM 0072842.9 |
 CR1334| CR1338 EDGEWOOD STACK                      APPROX. 8.6 KM 0073522.4 |
 CR1334| CX9634 AYRES AZ MK                                        0533120.7 |
 CR1334| CX9636 AYRES RM 2                           23.932 METERS 09435     |
 CR1334| CR1331 CANTON MUNICIPAL TANK               APPROX. 7.3 KM 1531707.4 |
 CR1334| CS2577 WILLS POINT MUNICIPAL TANK          APPROX.15.0 KM 3145206.3 |
 CR1334| CX9635 AYRES RM 1                           25.484 METERS 35140     |
 CR1334|---------------------------------------------------------------------|
 CR1334
 CR1334                          SUPERSEDED SURVEY CONTROL
 CR1334
 CR1334  NAD 83(1986)-  32 36 58.94881(N)    095 53 56.04434(W) AD(       ) 1
 CR1334  NAD 27      -  32 36 58.47000(N)    095 53 55.16800(W) AD(       ) 1
 CR1334
 CR1334.Superseded values are not recommended for survey control.
 CR1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1334.See file dsdata.txt to determine how the superseded data were derived.
 CR1334
 CR1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2798212470(NAD 83)
 CR1334_MARKER: DS = TRIANGULATION STATION DISK
 CR1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1334
 CR1334  HISTORY     - Date     Condition        Report By
 CR1334  HISTORY     - 1935     MONUMENTED       CGS
 CR1334  HISTORY     - 1937     GOOD             TXHD
 CR1334  HISTORY     - 1949     GOOD             CGS
 CR1334  HISTORY     - 19950914 GOOD             USPSQD
 CR1334
 CR1334                          STATION DESCRIPTION
 CR1334
 CR1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1334'STATION IS ABOUT 4-1/2 MILES NW OF CANTON, 2 MILES N OF EAST
 CR1334'MYRTLE SPRINGS, AND 9-1/2 MILES SE OF WILLS POINT, ON LAND
 CR1334'OWNED AND OCCUPIED BY W.C. AYRES.  IT IS AT THE NE EDGE OF
 CR1334'FIELD, 0.05 MILE NW OF JOG CROSSROADS, AT THE SW EDGE OF STRIP
 CR1334'OF OAK TREES WHICH ARE BETWEEN FENCE LINE AND ROAD, 33 FEET
 CR1334'SW OF THE CENTER LINE OF ROAD, 1 FOOT NE OF FENCE LINE.  THE
 CR1334'MARK PROJECTS 3 INCHES.
 CR1334'
 CR1334'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR1334'BRONZE DISKS SET IN CONCRETE.
 CR1334'
 CR1334'REFERENCE MARK NO. 1 IS NNW AND ACROSS ROAD FROM STATION,
 CR1334'21 FEET NE OF THE CENTER LINE OF ROAD, 1 FOOT NE OF NE
 CR1334'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 3 INCHES.
 CR1334'
 CR1334'REFERENCE MARK NO. 2 IS E AND ACROSS ROAD FROM STATION, 21
 CR1334'FEET NE OF THE CENTER LINE OF ROAD, 1 FOOT NE OF NE
 CR1334'RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 2 INCHES.
 CR1334'
 CR1334'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 126.73 FEET.
 CR1334'
 CR1334'THE AZIMUTH MARK IS NE OF THE STATION, IN FENCE LINE AT
 CR1334'EDGE OF CULTIVATED FIELD, 100 YARDS S OF FARMHOUSE, 18 FEET
 CR1334'NW OF THE CENTER LINE OF ROAD.  THE MARK PROJECTS 4 INCHES.
 CR1334'
 CR1334'TO REACH THE STATION FROM THE MAIN CORNER IN MYRTLE SPRINGS,
 CR1334'AT TEXACO SERVICE STATION--GO E ON DIRT ROAD 0.95 MILE TO
 CR1334'SIDE ROAD SE, THENCE SE ON THIS ROAD 0.65 MILE TO TURN LEFT,
 CR1334'(NE), THENCE NE 0.8 MILE TO JOG CROSSROADS, TURN LEFT (NW)
 CR1334'0.05 MILE TO STATION ON SW (LEFT).  FROM EDGEWOOD GO S FROM
 CR1334'THE PAVEMENT AT CHURCH AND FOLLOW MAIN-TRAVELED DIRT ROAD
 CR1334'4.4 MILES TO CROSSROADS, THENCE SW (RIGHT) 1.7 MILES TO
 CR1334'CROSSROADS, THENCE NW (RIGHT) 0.05 MILE TO STATION ON SW,
 CR1334'(LEFT).
 CR1334'
 CR1334'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 CR1334
 CR1334                          STATION RECOVERY (1937)
 CR1334
 CR1334'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CR1334'DESCRIPTION SATISFACTORY.  STATION AND REFERENCE MARK NO. 1
 CR1334'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CR1334
 CR1334                          STATION RECOVERY (1949)
 CR1334
 CR1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR1334'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE IN GOOD
 CR1334'CONDITION.  THE DESCRIPTION OF TO REACH THE STATION FROM
 CR1334'MYRTLE SPRINGS IS ADEQUATE.  THE VICINTY OF THE STATION
 CR1334'IS VERY SANDY AND TENDS TO DRIFT OVER THE MARKS WHICH MIGHT
 CR1334'MAKE IT DIFFICULT TO FIND THEM, IN THE FUTURE.
 CR1334'
 CR1334'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 CR1334
 CR1334                          STATION RECOVERY (1995)
 CR1334
 CR1334'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3930 ***********************************************************************
 AB3930  SACS        -  This is a Secondary Airport Control Station.
 AB3930  DESIGNATION -  AZ MK
 AB3930  PID         -  AB3930
 AB3930  STATE/COUNTY-  TX/SUTTON
 AB3930  USGS QUAD   -  SONORA (1982)
 AB3930
 AB3930                         *CURRENT SURVEY CONTROL
 AB3930  ___________________________________________________________________
 AB3930* NAD 83(1993)-  30 34 30.96665(N)    100 38 35.15854(W)     ADJUSTED  
 AB3930* NAVD 88     -       685.85   (meters)    2250.2    (feet)  GPS OBS   
 AB3930  ___________________________________________________________________
 AB3930  X           -  -1,015,182.714 (meters)                     COMP
 AB3930  Y           -  -5,402,103.424 (meters)                     COMP
 AB3930  Z           -   3,225,778.673 (meters)                     COMP
 AB3930  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 AB3930  ELLIP HEIGHT-         662.80  (meters)          (06/26/01) GPS OBS
 AB3930  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AB3930
 AB3930  HORZ ORDER  -  FIRST
 AB3930  ELLP ORDER  -  THIRD     CLASS I
 AB3930
 AB3930.This mark is at Sonora Muni (E29) Airport (E29)
 AB3930
 AB3930.The horizontal coordinates were established by GPS observations
 AB3930.and adjusted by the National Geodetic Survey in June 1996..
 AB3930
 AB3930.The orthometric height was determined by GPS observations and a
 AB3930.high-resolution geoid model.
 AB3930
 AB3930.GPS derived orthometric heights for airport stations designated as
 AB3930.PACS or SACS are published to 2 decimal places.  This maintains
 AB3930.centimeter relative accuracy between the PACS and SACS.  It does
 AB3930.not indicate centimeter accuracy relative to other marks which are
 AB3930.part of the NAVD 88 network.
 AB3930
 AB3930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3930
 AB3930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3930
 AB3930.The ellipsoidal height was determined by GPS observations
 AB3930.and is referenced to NAD 83.
 AB3930
 AB3930.The geoid height was determined by GEOID03.
 AB3930
 AB3930;                    North         East     Units Scale Factor Converg.
 AB3930;SPC TX C     - 3,100,764.893   670,288.429   MT  0.99990922   -0 09 34.4
 AB3930;SPC TX C     -10,173,092.82  2,199,104.62   sFT  0.99990922   -0 09 34.4
 AB3930;UTM  14      - 3,383,681.966   342,438.335   MT  0.99990626   -0 50 09.5
 AB3930
 AB3930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3930!SPC TX C     -   0.99989592  x   0.99990922  =   0.99980515
 AB3930!UTM  14      -   0.99989592  x   0.99990626  =   0.99980219
 AB3930
 AB3930                          SUPERSEDED SURVEY CONTROL
 AB3930
 AB3930  ELLIP H (06/17/96)  662.94   (m)                       GP(       ) 3 1
 AB3930
 AB3930.Superseded values are not recommended for survey control.
 AB3930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3930.See file dsdata.txt to determine how the superseded data were derived.
 AB3930
 AB3930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4243883682(NAD 83)
 AB3930_MARKER: DD = SURVEY DISK
 AB3930_SETTING: 66 = SET IN ROCK OUTCROP
 AB3930_STAMPING: AZ.MK.
 AB3930_MARK LOGO: TXHD  
 AB3930_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3930+STABILITY: POSITION/ELEVATION WELL
 AB3930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3930+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1995
 AB3930
 AB3930  HISTORY     - Date     Condition        Report By
 AB3930  HISTORY     - UNK      MONUMENTED       TXHD
 AB3930  HISTORY     - 19950428 GOOD             NGS
 AB3930
 AB3930                          STATION DESCRIPTION
 AB3930
 AB3930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3930'THE STATION IS LOCATED IN THE NORTHWEST PART OF SONORA, AT THE SONORA
 AB3930'CITY WATER DEPARTMENT COMPOUND.  STATION IS A STATE DEPT.  OF HWYS.
 AB3930'AND PUBLIC TRANS.  DISK, SET IN A DRILL HOLE IN A 1 X 2 M (6.6 FT)
 AB3930'OUTCROPPING BEDROCK FLUSH WITH THE GROUND SURFACE.  ON THE WEST SIDE
 AB3930'OF THE COMPOUND, OUTSIDE THE FENCE, BEHIND A BROWN METAL BUILDING,
 AB3930'OPEN AT THE BOTTOM.  OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS.
 AB3930'NOTE--ACCESS TO THE STATION IS THROUGH AN OPEN GATEWAY, ABOUT 50.0 M
 AB3930'(164.0 FT) SOUTHWEST OF THE STATION, NEAR THE NORTHWEST CORNER OF A
 AB3930'BLOCK HOUSE.  TO REACH THE STATION FROM THE POST OFFICE IN SONORA, GO
 AB3930'WEST, 0.08 KM (0.05 MI) ON WATER STREET TO MULBERRY STREET.  TURN
 AB3930'RIGHT, NORTH, 0.045 KM (0.00 MI) TO A SURFACE ROAD LEFT ON THE NORTH
 AB3930'SIDE OF THE MASONIC LODGE HALL.  TURN LEFT, WEST, THEN NORTH, 0.43 KM
 AB3930'(0.25 MI) UP A STEEP GRADE TO THE ENTRANCE TO THE CITY WATER
 AB3930'DEPARTMENT COMPOUND.  TURN LEFT, NORTHWEST, TO THE SECOND 1 OF 2 WATER
 AB3930'TANKS, (ROUND) , ON THE RIGHT AND THE STATION ON THE LEFT, BEHIND A
 AB3930'BROWN METAL BUILDING OPEN AT THE BOTTOM.  STATION IS 22.7 M (74.5 FT)
 AB3930'SOUTHWEST OF THE NORTHWEST CORNER OF A FENCE AROUND THE COMPOUND, 19.8
 AB3930'M (65.0 FT) WEST OF THE COMPOUND ROAD CENTER, 5.4 M (17.7 FT)
 AB3930'WEST-NORTHWEST OF A FENCE AND WITNESS POST, AND WEST CORNER OF A METAL
 AB3930'BUILDING OPEN AT THE BOTTOM, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 AB3930'ROAD CENTER.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3144 ***********************************************************************
 CS3144  DESIGNATION -  AZLE
 CS3144  PID         -  CS3144
 CS3144  STATE/COUNTY-  TX/PARKER
 CS3144  USGS QUAD   -  AZLE (1978)
 CS3144
 CS3144                         *CURRENT SURVEY CONTROL
 CS3144  ___________________________________________________________________
 CS3144* NAD 83(1993)-  32 54 35.17172(N)    097 34 48.87006(W)     ADJUSTED  
 CS3144* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 CS3144  ___________________________________________________________________
 CS3144  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 CS3144  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CS3144
 CS3144  HORZ ORDER  -  FIRST
 CS3144
 CS3144.The horizontal coordinates were established by classical geodetic methods
 CS3144.and adjusted by the National Geodetic Survey in February 1996..
 CS3144
 CS3144.The orthometric height was scaled from a topographic map.
 CS3144
 CS3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3144
 CS3144.The geoid height was determined by GEOID03.
 CS3144
 CS3144;                    North         East     Units Scale Factor Converg.
 CS3144;SPC TXNC     - 2,138,223.917   686,029.959   MT  0.99987567   +0 30 05.9
 CS3144;SPC TXNC     - 7,015,156.30  2,250,749.96   sFT  0.99987567   +0 30 05.9
 CS3144;UTM  14      - 3,642,177.950   632,768.350   MT  0.99981735   +0 46 17.4
 CS3144
 CS3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3144!SPC TXNC     -   0.99996659  x   0.99987567  =   0.99984227
 CS3144!UTM  14      -   0.99996659  x   0.99981735  =   0.99978395
 CS3144
 CS3144|---------------------------------------------------------------------|
 CS3144| PID    Reference Object                     Distance      Geod. Az  |
 CS3144|                                                           dddmmss.s |
 CS3144| CX9639 AZLE RM 2                            25.328 METERS 01548     |
 CS3144| CX9638 AZLE RM 1                            27.760 METERS 11951     |
 CS3144| CX9637 AZLE AZ MK                                         3031223.6 |
 CS3144|---------------------------------------------------------------------|
 CS3144
 CS3144                          SUPERSEDED SURVEY CONTROL
 CS3144
 CS3144  NAD 83(1993)-  32 54 35.17398(N)    097 34 48.85577(W) AD(       ) 1
 CS3144  NAD 83(1986)-  32 54 35.17498(N)    097 34 48.85410(W) AD(       ) 1
 CS3144  NAD 27      -  32 54 34.71700(N)    097 34 47.76200(W) AD(       ) 1
 CS3144
 CS3144.Superseded values are not recommended for survey control.
 CS3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3144.See file dsdata.txt to determine how the superseded data were derived.
 CS3144
 CS3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3276842178(NAD 83)
 CS3144_MARKER: DD = SURVEY DISK
 CS3144_SETTING: 0 = UNSPECIFIED SETTING
 CS3144
 CS3144  HISTORY     - Date     Condition        Report By
 CS3144  HISTORY     - 1946     MONUMENTED       CGS
 CS3144  HISTORY     - 1960     MARK NOT FOUND   CGS
 CS3144  HISTORY     - 1963     MARK NOT FOUND   CGS
 CS3144  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 CS3144
 CS3144                          STATION DESCRIPTION
 CS3144
 CS3144'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3144'STATION IS LOCATED ALONG THE S SIDE OF TEXAS STATE HIGHWAY
 CS3144'199, ABOUT 2.5 MILES NW OF AZLE.  IT IS 49 FEET S OF THE
 CS3144'CENTER LINE OF HIGHWAY 199, 31 FEET NW OF A TELEPHONE POLE,
 CS3144'AND 18 FEET NORTH OF A FENCE LINE.
 CS3144'
 CS3144'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3144'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED AZLE
 CS3144'1946 AND PROJECTS 6 INCHES.
 CS3144'
 CS3144'REFERENCE MARK 1 IS 91.08 FEET E OF THE STATION.  IT IS
 CS3144'48 FEET S OF THE CENTER LINE OF HIGHWAY 199 AND IS 1 FOOT
 CS3144'S OF A FENCE LINE.  IT IS A BRONZE REFERENCE DISK, STAMPED
 CS3144'AZLE NO 1 1946, AND IS SET IN THE TOP OF A CONCRETE POST.
 CS3144'THE MARK PROJECTS 6 INCHES.
 CS3144'
 CS3144'REFERENCE MARK 2 IS 83.10 FEET N OF THE STATION.  IT IS 49
 CS3144'FEET N OF THE CENTER LINE OF HIGHWAY 199 AND 1 FOOT S OF A
 CS3144'FENCE LINE.  IT IS A BRONZE REFERENCE DISK, STAMPED AZLE NO
 CS3144'2 1946, AND IS SET IN THE TOP OF A CONCRETE POST.  THE MARK
 CS3144'PROJECTS 2 INCHES.
 CS3144'
 CS3144'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NW OF THE STATION.
 CS3144'IT IS 47 FEET N OF THE CENTER LINE OF HIGHWAY 199, 13 FEET
 CS3144'E OF A FENCE CORNER, AND 3 FEET S OF A FENCE LINE.  IT IS
 CS3144'A BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST.
 CS3144'
 CS3144'TO REACH STATION FROM AZLE, GO NW ON TEXAS STATE HIGHWAY
 CS3144'199 FOR 2.5 MILES TO A CURVE IN THE ROAD AND STATION ON
 CS3144'LEFT AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 CS3144'CONTINUE NW PAST THE STATION ON HIGHWAY 199, FOR 0.5 MILE,
 CS3144'AND AZIMUTH MARK ON RIGHT AS DESCRIBED.
 CS3144'
 CS3144'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3144
 CS3144                          STATION RECOVERY (1960)
 CS3144
 CS3144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS3144'NEITHER STATION, REFERENCE MARKS NOR AZIMUTH MARK COULD
 CS3144'BE LOCATED.
 CS3144
 CS3144                          STATION RECOVERY (1963)
 CS3144
 CS3144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3144'THIS STATION WAS SEARCHED FOR BUT NO MARKS WERE FOUND.  IT
 CS3144'IS BELIEVED ALL MARKS COULD BE COVERED AS THE RIGHT-OF-WAY
 CS3144'ALONG STATE HIGHWAY 199 HAS BEEN FILLED IN AT THE STATION
 CS3144'SIGHT.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 CS3144'THIS MARK MAY ALSO BE BELOW GROUND AS THE DESCRIPTION DID
 CS3144'NOT DESCRIBE THE MARK TO BE PROJECTING.
 CS3144
 CS3144                          STATION RECOVERY (2005)
 CS3144
 CS3144'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGC)
 CS3144'LOCATION IS PAVED OVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3141 ***********************************************************************
 CS3141  DESIGNATION -  AZLE WATER TANK
 CS3141  PID         -  CS3141
 CS3141  STATE/COUNTY-  TX/TARRANT
 CS3141  USGS QUAD   -  AZLE (1978)
 CS3141
 CS3141                         *CURRENT SURVEY CONTROL
 CS3141  ___________________________________________________________________
 CS3141* NAD 83(1993)-  32 53 26.58029(N)    097 31 37.06765(W)     ADJUSTED  
 CS3141* NAVD 88     -                                                        
 CS3141  ___________________________________________________________________
 CS3141  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 CS3141  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CS3141
 CS3141  HORZ ORDER  -  THIRD
 CS3141
 CS3141.The horizontal coordinates were established by classical geodetic methods
 CS3141.and adjusted by the National Geodetic Survey in February 1996..
 CS3141
 CS3141
 CS3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3141
 CS3141.The geoid height was determined by GEOID03.
 CS3141
 CS3141;                    North         East     Units Scale Factor Converg.
 CS3141;SPC TXNC     - 2,136,156.116   691,032.809   MT  0.99987654   +0 31 50.5
 CS3141;SPC TXNC     - 7,008,372.19  2,267,163.47   sFT  0.99987654   +0 31 50.5
 CS3141;UTM  14      - 3,640,133.816   637,780.623   MT  0.99983407   +0 48 00.1
 CS3141
 CS3141                          SUPERSEDED SURVEY CONTROL
 CS3141
 CS3141  NAD 83(1993)-  32 53 26.58263(N)    097 31 37.05241(W) AD(       ) 4
 CS3141  NAD 83(1986)-  32 53 26.58332(N)    097 31 37.05141(W) AD(       ) 4
 CS3141  NAD 27      -  32 53 26.12800(N)    097 31 35.96080(W) AD(       ) 3
 CS3141
 CS3141.Superseded values are not recommended for survey control.
 CS3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3141.See file dsdata.txt to determine how the superseded data were derived.
 CS3141
 CS3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3778140134(NAD 83)
 CS3141_MARKER: 53 = ELEVATED TANK
 CS3141
 CS3141  HISTORY     - Date     Condition        Report By
 CS3141  HISTORY     - 1953     FIRST OBSERVED   CGS
 CS3141  HISTORY     - 1965     GOOD             CGS
 CS3141  HISTORY     - 19910502 MARK NOT FOUND   USPSQD
 CS3141
 CS3141                          STATION DESCRIPTION
 CS3141
 CS3141'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3141'STATION IS THE MUNICIPAL WATER TANK IN THE TOWN OF AZLE, ABOUT
 CS3141'1 MI. NE OF THE CENTER OF TOWN, AND ABOUT 0.1 MI. E OF THE
 CS3141'AZLE HIGH SCHOOL.  IT IS AN ACORN-SHAPED TANK SUPPORTED BY FOUR
 CS3141'LEGS, PAINTED ALUMINUM, AND ABOUT 80 FT. HIGH.  THE POINT OBSERVED
 CS3141'WAS THE APEX OF THE TANK.
 CS3141
 CS3141                          STATION RECOVERY (1965)
 CS3141
 CS3141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CS3141'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS3141
 CS3141                          STATION RECOVERY (1991)
 CS3141
 CS3141'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS3141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8481 ***********************************************************************
 AC8481  DESIGNATION -  B 010
 AC8481  PID         -  AC8481
 AC8481  STATE/COUNTY-  TX/NUECES
 AC8481  USGS QUAD   -  OSO CREEK NE (1975)
 AC8481
 AC8481                         *CURRENT SURVEY CONTROL
 AC8481  ___________________________________________________________________
 AC8481* NAD 83(1986)-  27 42 54.     (N)    097 19 18.     (W)     SCALED    
 AC8481* NAVD 88     -         5.674  (meters)      18.62   (feet)  ADJUSTED  
 AC8481  ___________________________________________________________________
 AC8481  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AC8481  DYNAMIC HT  -           5.665 (meters)      18.59  (feet)  COMP
 AC8481  MODELED GRAV-     979,128.3   (mgal)                       NAVD 88
 AC8481
 AC8481  VERT ORDER  -  FIRST     CLASS II
 AC8481
 AC8481.The horizontal coordinates were scaled from a topographic map and have
 AC8481.an estimated accuracy of +/- 6 seconds.
 AC8481
 AC8481.The orthometric height was determined by differential leveling
 AC8481.and adjusted by the National Geodetic Survey in December 1997..
 AC8481
 AC8481.The geoid height was determined by GEOID03.
 AC8481
 AC8481.The dynamic height is computed by dividing the NAVD 88
 AC8481.geopotential number by the normal gravity value computed on the
 AC8481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8481.degrees latitude (g = 980.6199 gals.).
 AC8481
 AC8481.The modeled gravity was interpolated from observed gravity values.
 AC8481
 AC8481;                    North         East    Units  Estimated Accuracy
 AC8481;SPC TX S     - 5,227,490.      416,200.      MT  (+/- 180 meters Scaled)
 AC8481
 AC8481                          SUPERSEDED SURVEY CONTROL
 AC8481
 AC8481.No superseded survey control is available for this station.
 AC8481
 AC8481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR654667(NAD 83)
 AC8481_MARKER: DD = SURVEY DISK
 AC8481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8481_STAMPING: B 010
 AC8481_MARK LOGO: CBI   
 AC8481_PROJECTION: RECESSED 10 CENTIMETERS
 AC8481_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8481+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AC8481_ROD/PIPE-DEPTH: 7.6  meters
 AC8481
 AC8481  HISTORY     - Date     Condition        Report By
 AC8481  HISTORY     - UNK      MONUMENTED       CBI
 AC8481  HISTORY     - 19970209 GOOD             NGS
 AC8481  HISTORY     - 20050820 GOOD             USPSQD
 AC8481
 AC8481                          STATION DESCRIPTION
 AC8481
 AC8481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8481'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AC8481'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.9 KM (1.20 MI)
 AC8481'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 5.6 KM (3.45 MI) WESTERLY
 AC8481'ALONG OCEAN DRIVE, 25.9 M (85.0 FT) EAST OF A UTILITY LIGHT POLE, 20.4
 AC8481'M (66.9 FT) SOUTH OF THE DRIVE CENTERLINE, 12.4 M (40.7 FT) WEST OF A
 AC8481'FIRE HYDRANT, 9.5 M (31.2 FT) SOUTH OF A SPEED LIMIT SIGN, AND 1.2 M
 AC8481'(3.9 FT) ABOVE THE LEVEL OF THE DRIVE.  NOTE--THE DISK IS ENCASED IN A
 AC8481'6-INCH PVC PIPE AND IS RECESSED 0.5 M (1.6 FT) BELOW THE GROUND
 AC8481'SURFACE.
 AC8481
 AC8481                          STATION RECOVERY (2005)
 AC8481
 AC8481'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AC8481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3480 ***********************************************************************
 AW3480  DESIGNATION -  B 1
 AW3480  PID         -  AW3480
 AW3480  STATE/COUNTY-  TX/HARRIS
 AW3480  USGS QUAD   -  LA PORTE (1982)
 AW3480
 AW3480                         *CURRENT SURVEY CONTROL
 AW3480  ___________________________________________________________________
 AW3480* NAD 83(1986)-  29 41 55.     (N)    095 00 21.     (W)     SCALED    
 AW3480* NAVD 88     -         3.93   (+/-2cm)      12.9    (feet)  VERTCON   
 AW3480  ___________________________________________________________________
 AW3480  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3480
 AW3480  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3480
 AW3480.The horizontal coordinates were scaled from a topographic map and have
 AW3480.an estimated accuracy of +/- 6 seconds.
 AW3480
 AW3480.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3480.The vertical order pertains to the NGVD 29 superseded value.
 AW3480
 AW3480.The geoid height was determined by GEOID03.
 AW3480
 AW3480;                    North         East    Units  Estimated Accuracy
 AW3480;SPC TXSC     - 4,213,320.      986,420.      MT  (+/- 180 meters Scaled)
 AW3480
 AW3480                          SUPERSEDED SURVEY CONTROL
 AW3480
 AW3480  NGVD 29 (??/??/92)    3.932  (m)           12.90   (f) ADJ UNCH    1 2
 AW3480
 AW3480.Superseded values are not recommended for survey control.
 AW3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3480.See file dsdata.txt to determine how the superseded data were derived.
 AW3480
 AW3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN059870(NAD 83)
 AW3480_MARKER: DD = SURVEY DISK
 AW3480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3480_STAMPING: B.1. REF. P.T. H.O. R.CO.
 AW3480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3480+STABILITY: SURFACE MOTION
 AW3480
 AW3480  HISTORY     - Date     Condition        Report By
 AW3480  HISTORY     - UNK      MONUMENTED       HUMBLE
 AW3480  HISTORY     - 1964     GOOD             NGS
 AW3480
 AW3480                          STATION DESCRIPTION
 AW3480
 AW3480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3480'2.05 MI NW FROM MORGAN POINT.
 AW3480'ABOUT 2.05 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3480'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3480'BANK OF SPILMAN ISLAND, 94 YARDS SOUTH OF THE HIGH WATER LINE, ABOUT
 AW3480'100 YARDS NORTHEAST OF A SMALL CLAY KNOLL, 178 1/2 FEET SOUTHWEST OF
 AW3480'BENCH MARK B.2. (H.0. AND R. CO.), 55 FEET SOUTH OF THE CENTER LINE OF
 AW3480'A DIRT LEVEE, AND SET IN THE TOP OF A ROUND CONCRETE PRECAST POST
 AW3480'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0947 ***********************************************************************
 AY0947  DESIGNATION -  B 1
 AY0947  PID         -  AY0947
 AY0947  STATE/COUNTY-  TX/BEXAR
 AY0947  USGS QUAD   -  CASTLE HILLS (1992)
 AY0947
 AY0947                         *CURRENT SURVEY CONTROL
 AY0947  ___________________________________________________________________
 AY0947* NAD 83(1986)-  29 37 20.     (N)    098 30 52.     (W)     SCALED    
 AY0947* NAVD 88     -       302.959  (meters)     993.96   (feet)  POSTED    
 AY0947  ___________________________________________________________________
 AY0947  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AY0947  DYNAMIC HT  -         302.520 (meters)     992.52  (feet)  COMP
 AY0947  MODELED GRAV-     979,172.8   (mgal)                       NAVD 88
 AY0947
 AY0947  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0947
 AY0947.The horizontal coordinates were scaled from a topographic map and have
 AY0947.an estimated accuracy of +/- 6 seconds.
 AY0947
 AY0947.The orthometric height was determined by differential leveling
 AY0947.and adjusted by the National Geodetic Survey in 1992..
 AY0947.No vertical observational check was made to the station.
 AY0947.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0947.was located on a no-check spur therefore a value was not computed.
 AY0947
 AY0947.The geoid height was determined by GEOID03.
 AY0947
 AY0947.The dynamic height is computed by dividing the NAVD 88
 AY0947.geopotential number by the normal gravity value computed on the
 AY0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0947.degrees latitude (g = 980.6199 gals.).
 AY0947
 AY0947.The modeled gravity was interpolated from observed gravity values.
 AY0947
 AY0947;                    North         East    Units  Estimated Accuracy
 AY0947;SPC TXSC     - 4,198,350.      647,020.      MT  (+/- 180 meters Scaled)
 AY0947
 AY0947                          SUPERSEDED SURVEY CONTROL
 AY0947
 AY0947  NGVD 29 (??/??/92)  302.831  (m)          993.54   (f) ADJ UNCH    1 2
 AY0947
 AY0947.Superseded values are not recommended for survey control.
 AY0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0947.See file dsdata.txt to determine how the superseded data were derived.
 AY0947
 AY0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT470770(NAD 83)
 AY0947_MARKER: DB = BENCH MARK DISK
 AY0947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0947_SP_SET: CULVERT
 AY0947_STAMPING: B 1 1952
 AY0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0947+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AY0947
 AY0947  HISTORY     - Date     Condition        Report By
 AY0947  HISTORY     - 1952     MONUMENTED       CGS
 AY0947  HISTORY     - 1967     GOOD             USGS
 AY0947  HISTORY     - 19950319 GOOD             USPSQD
 AY0947  HISTORY     - 20030423 GOOD             USPSQD
 AY0947
 AY0947                          STATION DESCRIPTION
 AY0947
 AY0947'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0947'6.1 MI N FROM SAN ANTONIO.
 AY0947'6.1 MILES NORTH ALONG BLANCO ROAD FROM THE JUNCTION OF WEST AVENUE AT
 AY0947'BEXAR COUNTY NORTH AT A CONCRETE CULVERT UNDER THE ROAD, IN THE TOP OF
 AY0947'THE NORTHWEST END OF THE SOUTHWEST HEADWALL, AND 20 FEET SOUTHEAST OF
 AY0947'THE CENTERLINE OF BLANCO ROAD.  A CORPS OF ENGINEERS, U.S. ARMY,
 AY0947'STANDARD DISK, STAMPED B 1 1952 ARMY MAP SERVICE.
 AY0947
 AY0947                          STATION RECOVERY (1995)
 AY0947
 AY0947'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0947'RECOVERED IN GOOD CONDITION.
 AY0947
 AY0947                          STATION RECOVERY (2003)
 AY0947
 AY0947'RECOVERY NOTE BY US POWER SQUADRON 2003 (LBW)
 AY0947'DESCRIPTION SHOULD READ '20 FEET SOUTHWEST OF THE CENTERLINE OF BLANCO
 AY0947'ROAD' NOT SOUTHEAST. THIS MARK IS NOW INSIDE CITY LIMITS OF SAN
 AY0947'ANTONIO AND A BETTER DESCRIPTION WOULD BE 'EXACTLY ONE MILE NORTH OF
 AY0947'THE INTERSECTION OF BLANCO ROAD AND HIGHWAY 1604.' THE COORDINATES
 AY0947'ACCORDING TO MY GPS (ACCURACY 14 FEET) ARE N29 37.348 AND W98 30.917
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0014 ***********************************************************************
 AM0014  DESIGNATION -  B 1 B DOWCO
 AM0014  PID         -  AM0014
 AM0014  STATE/COUNTY-  TX/BRAZORIA
 AM0014  USGS QUAD   -  JONES CREEK (1974)
 AM0014
 AM0014                         *CURRENT SURVEY CONTROL
 AM0014  ___________________________________________________________________
 AM0014* NAD 83(1986)-  28 59 03.     (N)    095 23 40.     (W)     SCALED    
 AM0014* NAVD 88     -         2.74   (+/-2cm)       9.0    (feet)  VERTCON   
 AM0014  ___________________________________________________________________
 AM0014  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AM0014
 AM0014  VERT ORDER  -  THIRD (See Below)
 AM0014
 AM0014.The horizontal coordinates were scaled from a topographic map and have
 AM0014.an estimated accuracy of +/- 6 seconds.
 AM0014
 AM0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0014.The vertical order pertains to the NGVD 29 superseded value.
 AM0014
 AM0014.The geoid height was determined by GEOID03.
 AM0014
 AM0014;                    North         East    Units  Estimated Accuracy
 AM0014;SPC TXSC     - 4,132,960.      951,280.      MT  (+/- 180 meters Scaled)
 AM0014
 AM0014                          SUPERSEDED SURVEY CONTROL
 AM0014
 AM0014  NGVD 29 (??/??/??)    2.76   (m)            9.1    (f) RESET       3  
 AM0014
 AM0014.Superseded values are not recommended for survey control.
 AM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0014.See file dsdata.txt to determine how the superseded data were derived.
 AM0014
 AM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN667085(NAD 83)
 AM0014_MARKER: DD = SURVEY DISK
 AM0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0014_SP_SET: PUMP PEDESTAL
 AM0014_STAMPING: B 1 B
 AM0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0014
 AM0014  HISTORY     - Date     Condition        Report By
 AM0014  HISTORY     - UNK      MONUMENTED       DOWCO
 AM0014  HISTORY     - 1973     GOOD             NGS
 AM0014  HISTORY     - 1978     GOOD             NGS
 AM0014
 AM0014                          STATION DESCRIPTION
 AM0014
 AM0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0014'IN DOW PLANT B.
 AM0014'AT DOW PLANT B, 0.2 MILE SOUTHWEST OF BENCH MARK A 1209, AT PLANT BS
 AM0014'ABANDON BRACKISH WATER WELL NUMBER 1, IN THE TOP AND AT THE NORTH
 AM0014'CORNER OF A 4- BY 4-FOOT CONCRETE PUMP PEDESTAL THAT IS CAST TO THE
 AM0014'TOP OF A 12 3/4-INCH WELL CASING WHICH IS CEMENTED TO A DEPTH OF 924
 AM0014'FEET, 898 FEET SOUTHWEST OF THE CENTER LINE OF ELECTRIC ROAD, 821.5
 AM0014'FEET NORTHWEST OF THE CENTER LINE OF MEDIAN ROAD, 200 FEET NORTHEAST
 AM0014'OF PLANT B EFFLUENT CANAL GATE, 115 FEET NORTHWEST OF THE CENTER LINE
 AM0014'OF AN ASPHALT ROAD NORTHEAST ALONG THE SOUTHEAST SIDE OF A PLANT
 AM0014'BUILDING, 75 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD TO
 AM0014'CANAL GATE, PROJECTING 2.5 FEET ABOVE THE GROUND, AND ABOUT 1.5 FEET
 AM0014'ABOVE THE ROAD.
 AM0014
 AM0014                          STATION RECOVERY (1978)
 AM0014
 AM0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0009 ***********************************************************************
 AM0009  DESIGNATION -  B 1 F DOWCO
 AM0009  PID         -  AM0009
 AM0009  STATE/COUNTY-  TX/BRAZORIA
 AM0009  USGS QUAD   -  JONES CREEK (1974)
 AM0009
 AM0009                         *CURRENT SURVEY CONTROL
 AM0009  ___________________________________________________________________
 AM0009* NAD 83(1986)-  28 59 32.     (N)    095 22 57.     (W)     SCALED    
 AM0009* NAVD 88     -         2.35   (+/-2cm)       7.7    (feet)  VERTCON   
 AM0009  ___________________________________________________________________
 AM0009  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AM0009
 AM0009  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0009
 AM0009.The horizontal coordinates were scaled from a topographic map and have
 AM0009.an estimated accuracy of +/- 6 seconds.
 AM0009
 AM0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0009.The vertical order pertains to the NGVD 29 superseded value.
 AM0009
 AM0009.The geoid height was determined by GEOID03.
 AM0009
 AM0009;                    North         East    Units  Estimated Accuracy
 AM0009;SPC TXSC     - 4,133,890.      952,410.      MT  (+/- 180 meters Scaled)
 AM0009
 AM0009                          SUPERSEDED SURVEY CONTROL
 AM0009
 AM0009  NGVD 29 (??/??/92)    2.367  (m)            7.77   (f) ADJ UNCH    1 1
 AM0009
 AM0009.Superseded values are not recommended for survey control.
 AM0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0009.See file dsdata.txt to determine how the superseded data were derived.
 AM0009
 AM0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN678094(NAD 83)
 AM0009_MARKER: DD = SURVEY DISK
 AM0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0009_SP_SET: PUMP FOUNDATION
 AM0009_STAMPING: B 1 F
 AM0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0009
 AM0009  HISTORY     - Date     Condition        Report By
 AM0009  HISTORY     - UNK      MONUMENTED       DOWCO
 AM0009  HISTORY     - 1973     GOOD             NGS
 AM0009  HISTORY     - 1978     GOOD             NGS
 AM0009  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0009
 AM0009                          STATION DESCRIPTION
 AM0009
 AM0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0009'IN DOW PLANT B.
 AM0009'0.05 MILE SOUTHEAST OF STATE HIGHWAY 288 BRIDGE OVER DOW BARGE CANAL
 AM0009'AT DOW CHEMICAL COMPANY PLANT B FRESH WATER WELL NUMBER 1, IN THE TOP
 AM0009'AND AT THE EAST CORNER OF A 3- BY 3-FOOT CONCRETE PUMP MOTOR
 AM0009'FOUNDATION, 98 1/2 FEET SOUTHWEST OF THE SOUTHWEST HIGHWAY LANES, 37
 AM0009'FEET SOUTH OF THE SOUTHEAST END OF BOUNDARY FENCE GATE B-4, 23.2 FEET
 AM0009'SOUTHWEST OF THE NORTHEAST CYCLONE BOUNDARY FENCE, 299 1/2 FEET
 AM0009'SOUTHEAST OF THE CENTER LINE OF CENTER ROAD, 360 FEET NORTHEAST OF THE
 AM0009'CENTER LINE OF CALCIUM ROAD, 295 FEET NORTHEAST OF THE TURN BASIN
 AM0009'WATER TANK, THE PUMP PEDESTAL IS CAST TO A 16-INCH CASING AND CEMENTED
 AM0009'TO A DEPTH OF 197 FEET, AND ABOUT 1 1/2 FEET ABOVE THE GROUND AND 6
 AM0009'FEET BELOW THE LEVEL OF THE HIGHWAY.
 AM0009
 AM0009                          STATION RECOVERY (1978)
 AM0009
 AM0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0009'RECOVERED IN GOOD CONDITION.
 AM0009
 AM0009                          STATION RECOVERY (2004)
 AM0009
 AM0009'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0371 ***********************************************************************
 FL0371  DESIGNATION -  B 10
 FL0371  PID         -  FL0371
 FL0371  STATE/COUNTY-  TX/DONLEY
 FL0371  USGS QUAD   -  JERICHO (1964)
 FL0371
 FL0371                         *CURRENT SURVEY CONTROL
 FL0371  ___________________________________________________________________
 FL0371* NAD 83(1986)-  35 10 22.     (N)    100 54 33.     (W)     SCALED    
 FL0371* NAVD 88     -       976.486  (meters)    3203.69   (feet)  ADJUSTED  
 FL0371  ___________________________________________________________________
 FL0371  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0371  DYNAMIC HT  -         975.365 (meters)    3200.01  (feet)  COMP
 FL0371  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 FL0371
 FL0371  VERT ORDER  -  FIRST     CLASS II
 FL0371
 FL0371.The horizontal coordinates were scaled from a topographic map and have
 FL0371.an estimated accuracy of +/- 6 seconds.
 FL0371
 FL0371.The orthometric height was determined by differential leveling
 FL0371.and adjusted by the National Geodetic Survey in June 1991..
 FL0371
 FL0371.The geoid height was determined by GEOID03.
 FL0371
 FL0371.The dynamic height is computed by dividing the NAVD 88
 FL0371.geopotential number by the normal gravity value computed on the
 FL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0371.degrees latitude (g = 980.6199 gals.).
 FL0371
 FL0371.The modeled gravity was interpolated from observed gravity values.
 FL0371
 FL0371;                    North         East    Units  Estimated Accuracy
 FL0371;SPC TX N     - 1,130,270.      253,820.      MT  (+/- 180 meters Scaled)
 FL0371
 FL0371                          SUPERSEDED SURVEY CONTROL
 FL0371
 FL0371  NGVD 29 (??/??/92)  976.06   (m)         3202.3    (f) COMPUTED    1 2
 FL0371
 FL0371.Superseded values are not recommended for survey control.
 FL0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0371.See file dsdata.txt to determine how the superseded data were derived.
 FL0371
 FL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD261938(NAD 83)
 FL0371_MARKER: Z = SEE DESCRIPTION
 FL0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0371+STABILITY: SURFACE MOTION
 FL0371
 FL0371  HISTORY     - Date     Condition        Report By
 FL0371  HISTORY     - UNK      MONUMENTED       CGS
 FL0371  HISTORY     - 1955     GOOD             NGS
 FL0371  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0371
 FL0371                          STATION DESCRIPTION
 FL0371
 FL0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0371'IN JERICHO.
 FL0371'AT JERICHO, 364 FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD,
 FL0371'268 FEET SOUTHWEST OF THE CHICAGO, ROCK ISLAND AND PACIFIC, RAILROAD
 FL0371'STATION SIGN, 98.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 6
 FL0371'FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE, 1.5 FEET
 FL0371'EAST OF A WITNESS POST, IN THE TOP OF A STONE POST WHICH PROJECTS 0.3
 FL0371'FOOT ABOVE THE GROUND, SURROUNDED BY THE LETTERS USBM.
 FL0371
 FL0371                          STATION RECOVERY (1984)
 FL0371
 FL0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0108 ***********************************************************************
 BL0108  DESIGNATION -  B 100 RESET 1965
 BL0108  PID         -  BL0108
 BL0108  STATE/COUNTY-  TX/JASPER
 BL0108  USGS QUAD   -  PACE HILL (1984)
 BL0108
 BL0108                         *CURRENT SURVEY CONTROL
 BL0108  ___________________________________________________________________
 BL0108* NAD 83(1986)-  30 55 28.     (N)    094 07 33.     (W)     SCALED    
 BL0108* NAVD 88     -        51.02   (+/-2cm)     167.4    (feet)  VERTCON   
 BL0108  ___________________________________________________________________
 BL0108  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BL0108
 BL0108  VERT ORDER  -  THIRD (See Below)
 BL0108
 BL0108.The horizontal coordinates were scaled from a topographic map and have
 BL0108.an estimated accuracy of +/- 6 seconds.
 BL0108
 BL0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0108.The vertical order pertains to the NGVD 29 superseded value.
 BL0108
 BL0108.The geoid height was determined by GEOID03.
 BL0108
 BL0108;                    North         East    Units  Estimated Accuracy
 BL0108;SPC TX C     - 3,155,980.    1,292,930.      MT  (+/- 180 meters Scaled)
 BL0108
 BL0108                          SUPERSEDED SURVEY CONTROL
 BL0108
 BL0108  NGVD 29 (01/29/03)   51.02   (m)          167.4    (f) RESET       3  
 BL0108
 BL0108.Superseded values are not recommended for survey control.
 BL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0108.See file dsdata.txt to determine how the superseded data were derived.
 BL0108
 BL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ924217(NAD 83)
 BL0108_MARKER: DB = BENCH MARK DISK
 BL0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0108_STAMPING: B 100 RESET 1965
 BL0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0108+STABILITY: SURFACE MOTION
 BL0108
 BL0108  HISTORY     - Date     Condition        Report By
 BL0108  HISTORY     - 1965     MONUMENTED       CGS
 BL0108
 BL0108                          STATION DESCRIPTION
 BL0108
 BL0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BL0108'7.0 MI W FROM JASPER.
 BL0108'2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 63 AND U.S. HIGHWAY 90 FROM
 BL0108'THE J.H. HOWE HIGH SCHOOL AT JASPER, THENCE 3.35 MILES WEST ALONG
 BL0108'STATE HIGHWAY 63 AND F.M. HIGHWAY 2799, THENCE 3.45 MILES WEST ALONG
 BL0108'F.M. HIGHWAY 2799 TO SITE OF BENCH MARK, 89 FEET SOUTH OF THE CENTER
 BL0108'LINE OF F. M. HIGHWAY 2799, 89 FEET WEST OF THE CENTER LINE OF F.M.
 BL0108'HIGHWAY 1747, AND 1 FOOT EAST OF A METAL WITNESS POST.  A STANDARD
 BL0108'DISK SET IN A 12FT.X 12FT. CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0114 ***********************************************************************
 AY0114  DESIGNATION -  B 1002
 AY0114  PID         -  AY0114
 AY0114  STATE/COUNTY-  TX/BEXAR
 AY0114  USGS QUAD   -  LONGHORN (1992)
 AY0114
 AY0114                         *CURRENT SURVEY CONTROL
 AY0114  ___________________________________________________________________
 AY0114* NAD 83(1986)-  29 33 32.     (N)    098 22 55.     (W)     SCALED    
 AY0114* NAVD 88     -       243.411  (meters)     798.59   (feet)  POSTED    
 AY0114  ___________________________________________________________________
 AY0114  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AY0114  DYNAMIC HT  -         243.060 (meters)     797.44  (feet)  COMP
 AY0114  MODELED GRAV-     979,177.5   (mgal)                       NAVD 88
 AY0114
 AY0114  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0114
 AY0114.The horizontal coordinates were scaled from a topographic map and have
 AY0114.an estimated accuracy of +/- 6 seconds.
 AY0114
 AY0114.The orthometric height was determined by differential leveling
 AY0114.and adjusted by the National Geodetic Survey in 1992..
 AY0114.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0114.rate of 0.0 thru 1.0 mm/km.
 AY0114
 AY0114.The geoid height was determined by GEOID03.
 AY0114
 AY0114.The dynamic height is computed by dividing the NAVD 88
 AY0114.geopotential number by the normal gravity value computed on the
 AY0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0114.degrees latitude (g = 980.6199 gals.).
 AY0114
 AY0114.The modeled gravity was interpolated from observed gravity values.
 AY0114
 AY0114;                    North         East    Units  Estimated Accuracy
 AY0114;SPC TXSC     - 4,191,400.      659,890.      MT  (+/- 180 meters Scaled)
 AY0114
 AY0114                          SUPERSEDED SURVEY CONTROL
 AY0114
 AY0114  NGVD 29 (??/??/92)  243.292  (m)          798.20   (f) ADJ UNCH    1 2
 AY0114
 AY0114.Superseded values are not recommended for survey control.
 AY0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0114.See file dsdata.txt to determine how the superseded data were derived.
 AY0114
 AY0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT598700(NAD 83)
 AY0114_MARKER: DB = BENCH MARK DISK
 AY0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0114_STAMPING: B 1002 1953
 AY0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0114+STABILITY: SURFACE MOTION
 AY0114
 AY0114  HISTORY     - Date     Condition        Report By
 AY0114  HISTORY     - 1953     MONUMENTED       CGS
 AY0114  HISTORY     - 1967     GOOD             USGS
 AY0114  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0114  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0114  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0114
 AY0114                          STATION DESCRIPTION
 AY0114
 AY0114'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0114'3.7 MI E FROM WETMORE.
 AY0114'2.2 MILES NORTHEAST ALONG STAHL ROAD FROM THE JUNCTION WETMORE ROAD AT
 AY0114'WETMORE, BEXAR CO., THENCE 1.5 MILES SOUTHEAST ALONG OCONNOR ROAD 2.3
 AY0114'MILES NORTHEAST ALONG US HWY 81 FROM THE OVERPASS ON THE MISSOURI
 AY0114'KANSAS TEXAS RR OF TEXAS AT SAN ANTONIO THENCE 1.2 MILES NORTHWEST
 AY0114'ALONG OCONNOR ROAD.  0.3 MILE NORTHWEST OF THE MKTRR, 21 FEET
 AY0114'SOUTHWEST OF THE CENTERLINE OF OCONNOR R1, 5 FEET SOUTH OF THE
 AY0114'CENTERLINE OF A PRIVATE DRIVE LEADING WEST, IN THE DRIVEWAY ABOUT 3
 AY0114'FEET NORTH OF THE SOUTH EDGE.  A STANDARD DISK SET IN THE TOP OF A
 AY0114'CONCRETE POST PROJECTING 0.1 FOOT.
 AY0114
 AY0114                          STATION RECOVERY (1987)
 AY0114
 AY0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0114'MARK NOT FOUND.
 AY0114
 AY0114                          STATION RECOVERY (1990)
 AY0114
 AY0114'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0114'MARK NOT FOUND.
 AY0114
 AY0114                          STATION RECOVERY (1999)
 AY0114
 AY0114'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0342 ***********************************************************************
 AY0342  DESIGNATION -  B 1003
 AY0342  PID         -  AY0342
 AY0342  STATE/COUNTY-  TX/BEXAR
 AY0342  USGS QUAD   -  MARTINEZ (1992)
 AY0342
 AY0342                         *CURRENT SURVEY CONTROL
 AY0342  ___________________________________________________________________
 AY0342* NAD 83(1986)-  29 26 45.     (N)    098 21 37.     (W)     SCALED    
 AY0342* NAVD 88     -       215.152  (meters)     705.88   (feet)  POSTED    
 AY0342  ___________________________________________________________________
 AY0342  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY0342  DYNAMIC HT  -         214.840 (meters)     704.85  (feet)  COMP
 AY0342  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 AY0342
 AY0342  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0342
 AY0342.The horizontal coordinates were scaled from a topographic map and have
 AY0342.an estimated accuracy of +/- 6 seconds.
 AY0342
 AY0342.The orthometric height was determined by differential leveling
 AY0342.and adjusted by the National Geodetic Survey in 1992..
 AY0342.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0342.rate of 0.0 thru 1.0 mm/km.
 AY0342
 AY0342.The geoid height was determined by GEOID03.
 AY0342
 AY0342.The dynamic height is computed by dividing the NAVD 88
 AY0342.geopotential number by the normal gravity value computed on the
 AY0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0342.degrees latitude (g = 980.6199 gals.).
 AY0342
 AY0342.The modeled gravity was interpolated from observed gravity values.
 AY0342
 AY0342;                    North         East    Units  Estimated Accuracy
 AY0342;SPC TXSC     - 4,178,880.      662,060.      MT  (+/- 180 meters Scaled)
 AY0342
 AY0342                          SUPERSEDED SURVEY CONTROL
 AY0342
 AY0342  NGVD 29 (??/??/92)  215.051  (m)          705.55   (f) ADJ UNCH    1 2
 AY0342
 AY0342.Superseded values are not recommended for survey control.
 AY0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0342.See file dsdata.txt to determine how the superseded data were derived.
 AY0342
 AY0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT620575(NAD 83)
 AY0342_MARKER: DB = BENCH MARK DISK
 AY0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0342_STAMPING: B 1003 1953
 AY0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0342+STABILITY: SURFACE MOTION
 AY0342
 AY0342  HISTORY     - Date     Condition        Report By
 AY0342  HISTORY     - 1953     MONUMENTED       CGS
 AY0342  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0342  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0342  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0342
 AY0342                          STATION DESCRIPTION
 AY0342
 AY0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0342'2.9 MI NE FROM SAN ANTONIO.
 AY0342'2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH LOOP
 AY0342'13 (W.W. WHITE ROAD) AT SAN ANTONIO, AT A JUNCTION WITH FOSTER ROAD,
 AY0342'74 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET NORTHEAST
 AY0342'OF THE CENTER LINE OF FOSTER ROAD, 26 FEET WEST OF A TELEPHONE POLE, 2
 AY0342'FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN
 AY0342'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0342
 AY0342                          STATION RECOVERY (1967)
 AY0342
 AY0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0342'MARK NOT FOUND.
 AY0342
 AY0342                          STATION RECOVERY (1988)
 AY0342
 AY0342'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0342'MARK NOT FOUND.
 AY0342
 AY0342                          STATION RECOVERY (1999)
 AY0342
 AY0342'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0198 ***********************************************************************
 AY0198  DESIGNATION -  B 1004
 AY0198  PID         -  AY0198
 AY0198  STATE/COUNTY-  TX/COMAL
 AY0198  USGS QUAD   -  ANHALT (1973)
 AY0198
 AY0198                         *CURRENT SURVEY CONTROL
 AY0198  ___________________________________________________________________
 AY0198* NAD 83(1986)-  29 48 02.     (N)    098 29 09.     (W)     SCALED    
 AY0198* NAVD 88     -       388.490  (meters)    1274.57   (feet)  ADJUSTED  
 AY0198  ___________________________________________________________________
 AY0198  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AY0198  DYNAMIC HT  -         387.927 (meters)    1272.72  (feet)  COMP
 AY0198  MODELED GRAV-     979,183.0   (mgal)                       NAVD 88
 AY0198
 AY0198  VERT ORDER  -  SECOND    CLASS 0
 AY0198
 AY0198.The horizontal coordinates were scaled from a topographic map and have
 AY0198.an estimated accuracy of +/- 6 seconds.
 AY0198
 AY0198.The orthometric height was determined by differential leveling
 AY0198.and adjusted by the National Geodetic Survey in June 1991..
 AY0198
 AY0198.The geoid height was determined by GEOID03.
 AY0198
 AY0198.The dynamic height is computed by dividing the NAVD 88
 AY0198.geopotential number by the normal gravity value computed on the
 AY0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0198.degrees latitude (g = 980.6199 gals.).
 AY0198
 AY0198.The modeled gravity was interpolated from observed gravity values.
 AY0198
 AY0198;                    North         East    Units  Estimated Accuracy
 AY0198;SPC TXSC     - 4,218,130.      649,700.      MT  (+/- 180 meters Scaled)
 AY0198
 AY0198                          SUPERSEDED SURVEY CONTROL
 AY0198
 AY0198  NGVD 29 (??/??/92)  388.387  (m)         1274.23   (f) ADJ UNCH    2 0
 AY0198
 AY0198.Superseded values are not recommended for survey control.
 AY0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0198.See file dsdata.txt to determine how the superseded data were derived.
 AY0198
 AY0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT496967(NAD 83)
 AY0198_MARKER: DB = BENCH MARK DISK
 AY0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0198_STAMPING: B 1004 1953
 AY0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0198+STABILITY: SURFACE MOTION
 AY0198
 AY0198  HISTORY     - Date     Condition        Report By
 AY0198  HISTORY     - 1953     MONUMENTED       CGS
 AY0198  HISTORY     - 1964     GOOD             USGS
 AY0198  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0198  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0198  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0198
 AY0198                          STATION DESCRIPTION
 AY0198
 AY0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0198'6.0 MI E FROM BERGHEIM.
 AY0198'6.0 MILES EAST ALONG FARM ROAD 475 FROM THE POST OFFICE AT BERGHEIM,
 AY0198'165 FEET WEST OF A PIPE CULVERT, 48 FEET SOUTH OF THE CENTER LINE OF
 AY0198'THE FARM ROAD, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST,
 AY0198'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AY0198'GROUND.  NOTE-- FARM RD. 475 HAS BEEN CHANGED TO ST HWY 46.
 AY0198
 AY0198                          STATION RECOVERY (1964)
 AY0198
 AY0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY0198'RECOVERED IN GOOD CONDITION.
 AY0198
 AY0198                          STATION RECOVERY (1989)
 AY0198
 AY0198'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0198'MARK NOT FOUND.
 AY0198
 AY0198                          STATION RECOVERY (1993)
 AY0198
 AY0198'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0198'MARK NOT FOUND.
 AY0198
 AY0198                          STATION RECOVERY (1999)
 AY0198
 AY0198'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1282 ***********************************************************************
 AW1282  DESIGNATION -  B 1007
 AW1282  PID         -  AW1282
 AW1282  STATE/COUNTY-  TX/HARRIS
 AW1282  USGS QUAD   -  LA PORTE (1982)
 AW1282
 AW1282                         *CURRENT SURVEY CONTROL
 AW1282  ___________________________________________________________________
 AW1282* NAD 83(1986)-  29 39 52.     (N)    095 04 41.     (W)     SCALED    
 AW1282* NAVD 88     -         7.67   (+/-2cm)      25.2    (feet)  VERTCON   
 AW1282  ___________________________________________________________________
 AW1282  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1282
 AW1282  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1282
 AW1282.The horizontal coordinates were scaled from a topographic map and have
 AW1282.an estimated accuracy of +/- 6 seconds.
 AW1282
 AW1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1282.The vertical order pertains to the NGVD 29 superseded value.
 AW1282
 AW1282.The geoid height was determined by GEOID03.
 AW1282
 AW1282;                    North         East    Units  Estimated Accuracy
 AW1282;SPC TXSC     - 4,209,300.      979,560.      MT  (+/- 180 meters Scaled)
 AW1282
 AW1282                          SUPERSEDED SURVEY CONTROL
 AW1282
 AW1282  NGVD 29 (??/??/92)    7.669  (m)           25.16   (f) ADJ UNCH    1 2
 AW1282
 AW1282.Superseded values are not recommended for survey control.
 AW1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1282.See file dsdata.txt to determine how the superseded data were derived.
 AW1282
 AW1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN988834(NAD 83)
 AW1282_MARKER: DB = BENCH MARK DISK
 AW1282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1282_SP_SET: CURB
 AW1282_STAMPING: B 1007 1954
 AW1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1282
 AW1282  HISTORY     - Date     Condition        Report By
 AW1282  HISTORY     - 1954     MONUMENTED       CGS
 AW1282  HISTORY     - 1964     GOOD             NGS
 AW1282  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1282  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1282  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1282  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1282  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1282  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1282  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1282  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1282  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1282  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1282  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1282  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW1282  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1282
 AW1282                          STATION DESCRIPTION
 AW1282
 AW1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1282'3.9 MI NW FROM LA PORTE.
 AW1282'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW1282'ELEMENTARY SCHOOL AT LA PORTE, THENCE 2.75 MILES WEST ALONG THE
 AW1282'SPENCER HIGHWAY, AT THE WEST END OF A 90-FOOT LONG CONCRETE HIGHWAY
 AW1282'BRIDGE, 16 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AW1282'THE TOP OF THE WEST END OF THE NORTH CONCRETE CURBING OF THE BRIDGE, 1
 AW1282'1/2 FEET EAST OF THE WEST END OF THE CURBING, AND ABOUT 1 FOOT ABOVE
 AW1282'THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK HAS BEEN RESET, BUT THE
 AW1282'STAMPING REMAINS THE SAME.  THE BRIDGE THAT THE MARK IS NOW IN IS A
 AW1282'NEW BRIDGE.
 AW1282
 AW1282                          STATION RECOVERY (1978)
 AW1282
 AW1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1282'NOT RECOVERED.
 AW1282
 AW1282                          STATION RECOVERY (1987)
 AW1282
 AW1282'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1282'MARK NOT FOUND.
 AW1282
 AW1282                          STATION RECOVERY (1988)
 AW1282
 AW1282'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1282'MARK NOT FOUND.
 AW1282
 AW1282                          STATION RECOVERY (1988)
 AW1282
 AW1282'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1282'MARK NOT FOUND.
 AW1282
 AW1282                          STATION RECOVERY (1988)
 AW1282
 AW1282'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1282'MARK NOT FOUND.
 AW1282
 AW1282                          STATION RECOVERY (1988)
 AW1282
 AW1282'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1282'MARK NOT FOUND.
 AW1282
 AW1282                          STATION RECOVERY (1988)
 AW1282
 AW1282'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1282'MARK NOT FOUND.
 AW1282
 AW1282                          STATION RECOVERY (1988)
 AW1282
 AW1282'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1282'MARK NOT FOUND.
 AW1282
 AW1282                          STATION RECOVERY (1989)
 AW1282
 AW1282'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1282'MARK NOT FOUND.
 AW1282
 AW1282                          STATION RECOVERY (1989)
 AW1282
 AW1282'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1282'MARK NOT FOUND.
 AW1282
 AW1282                          STATION RECOVERY (1989)
 AW1282
 AW1282'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1282'MARK NOT FOUND.
 AW1282
 AW1282                          STATION RECOVERY (1991)
 AW1282
 AW1282'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1282'MARK NOT FOUND.
 AW1282
 AW1282                          STATION RECOVERY (1994)
 AW1282
 AW1282'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1877 ***********************************************************************
 AW1877  DESIGNATION -  B 1008
 AW1877  PID         -  AW1877
 AW1877  STATE/COUNTY-  TX/HARRIS
 AW1877  USGS QUAD   -  ADDICKS (1995)
 AW1877
 AW1877                         *CURRENT SURVEY CONTROL
 AW1877  ___________________________________________________________________
 AW1877* NAD 83(1986)-  29 51 22.     (N)    095 41 23.     (W)     SCALED    
 AW1877* NAVD 88     -        39.089  (meters)     128.24   (feet)  ADJUSTED  
 AW1877  ___________________________________________________________________
 AW1877  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW1877  DYNAMIC HT  -          39.036 (meters)     128.07  (feet)  COMP
 AW1877  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 AW1877  OBS GRAVITY -     979,282.2   (mgal)                       GRAV_OBS
 AW1877
 AW1877  VERT ORDER  -  FIRST     CLASS II
 AW1877
 AW1877.The horizontal coordinates were scaled from a topographic map and have
 AW1877.an estimated accuracy of +/- 6 seconds.
 AW1877
 AW1877.The orthometric height was determined by differential leveling
 AW1877.and adjusted by the National Geodetic Survey in June 1991..
 AW1877
 AW1877.The geoid height was determined by GEOID03.
 AW1877
 AW1877.The dynamic height is computed by dividing the NAVD 88
 AW1877.geopotential number by the normal gravity value computed on the
 AW1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1877.degrees latitude (g = 980.6199 gals.).
 AW1877
 AW1877.The modeled gravity was interpolated from observed gravity values.
 AW1877.The observed gravity was obtained from relative gravimeter ties
 AW1877.to the IGSN71 gravity network.
 AW1877
 AW1877;                    North         East    Units  Estimated Accuracy
 AW1877;SPC TXSC     - 4,228,710.      919,780.      MT  (+/- 180 meters Scaled)
 AW1877
 AW1877                          SUPERSEDED SURVEY CONTROL
 AW1877
 AW1877  NGVD 29 (12/23/87)   39.081  (m)          128.22   (f) ADJUSTED    1 2
 AW1877
 AW1877.Superseded values are not recommended for survey control.
 AW1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1877.See file dsdata.txt to determine how the superseded data were derived.
 AW1877
 AW1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP401058(NAD 83)
 AW1877_MARKER: DB = BENCH MARK DISK
 AW1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1877_SP_SET: CONCRETE POST
 AW1877_STAMPING: B 1008 1954
 AW1877_MARK LOGO: CGS   
 AW1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1877+STABILITY: SURFACE MOTION
 AW1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1877+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 AW1877
 AW1877  HISTORY     - Date     Condition        Report By
 AW1877  HISTORY     - 1954     MONUMENTED       CGS
 AW1877  HISTORY     - 1973     GOOD             NGS
 AW1877  HISTORY     - 1978     GOOD             NGS
 AW1877  HISTORY     - 1986     GOOD             NGS
 AW1877  HISTORY     - 19950905 GOOD             USPSQD
 AW1877  HISTORY     - 20041011 GOOD             USPSQD
 AW1877
 AW1877                          STATION DESCRIPTION
 AW1877
 AW1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1877'6.95 MI N FROM BARKER.
 AW1877'ABOUT 6.95 MILES NORTH ALONG BARKER-CYPRESS RD. FROM ITS OVERPASS OVER
 AW1877'THE I-10 HIGHWAY AT BARKER, 33 FEET SOUTHEAST OF THE CENTER LINE IN
 AW1877'THE CURVE OF THE ROAD, 39 FEET SOUTH OF THE EXTENDED CENTER LINE OF
 AW1877'GUMMERT RD. LEADING WEST FROM THE CURVE, 18 FEET EAST-NORTHEAST OF A
 AW1877'CORNER POST, 6 FEET NORTH OF A FENCE, 5 FEET SOUTHWEST OF THE TOP OF A
 AW1877'LARGE GAS METER, 1.75 MILES SOUTHEAST ALONG US HIGHWAY 90, 7.2 MILES
 AW1877'SOUTH ALONG BARKER-CYPRESS RD. FROM THE POST OFFICE AT CYPRESS, 0.6
 AW1877'FOOT EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 AW1877'POST FLUSH WITH THE GROUND.
 AW1877
 AW1877                          STATION RECOVERY (1978)
 AW1877
 AW1877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1877'RECOVERED IN GOOD CONDITION.
 AW1877
 AW1877                          STATION RECOVERY (1986)
 AW1877
 AW1877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1877'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 AW1877'NORTHERLY ALONG BARKER-CYPRESS ROAD FROM ITS JUNCTION WITH INTERSTATE
 AW1877'HIGHWAY 10 IN BARKER, THENCE 1.5 KM (0.95 MI) WEST ALONG SAUMS ROAD,
 AW1877'THENCE 7.4 KM (4.6 MI) NORTHERLY ALONG GREENHOUSE ROAD, OR 3.1 KM
 AW1877'(1.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1877'SPRING-CYPRESS ROAD IN CYPRESS, THENCE 11.0 KM (6.85 MI) SOUTHERLY
 AW1877'ALONG BARKER-CYPRESS ROAD, THENCE 0.6 KM (0.35 MI) WEST ALONG GUMMERT
 AW1877'ROAD.
 AW1877
 AW1877                          STATION RECOVERY (1995)
 AW1877
 AW1877'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1877'RECOVERED IN GOOD CONDITION.
 AW1877
 AW1877                          STATION RECOVERY (2004)
 AW1877
 AW1877'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1877'WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1874 ***********************************************************************
 AW1874  DESIGNATION -  B 1009
 AW1874  PID         -  AW1874
 AW1874  STATE/COUNTY-  TX/HARRIS
 AW1874  USGS QUAD   -  CYPRESS (1995)
 AW1874
 AW1874                         *CURRENT SURVEY CONTROL
 AW1874  ___________________________________________________________________
 AW1874* NAD 83(1986)-  29 57 07.     (N)    095 40 26.     (W)     SCALED    
 AW1874* NAVD 88     -        44.25   (+/-2cm)     145.2    (feet)  VERTCON   
 AW1874  ___________________________________________________________________
 AW1874  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW1874
 AW1874  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1874
 AW1874.The horizontal coordinates were scaled from a topographic map and have
 AW1874.an estimated accuracy of +/- 6 seconds.
 AW1874
 AW1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1874.The vertical order pertains to the NGVD 29 superseded value.
 AW1874
 AW1874.The geoid height was determined by GEOID03.
 AW1874
 AW1874;                    North         East    Units  Estimated Accuracy
 AW1874;SPC TXSC     - 4,239,370.      921,010.      MT  (+/- 180 meters Scaled)
 AW1874
 AW1874                          SUPERSEDED SURVEY CONTROL
 AW1874
 AW1874  NGVD 29 (??/??/92)   44.245  (m)          145.16   (f) ADJ UNCH    1 2
 AW1874
 AW1874.Superseded values are not recommended for survey control.
 AW1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1874.See file dsdata.txt to determine how the superseded data were derived.
 AW1874
 AW1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP419164(NAD 83)
 AW1874_MARKER: DB = BENCH MARK DISK
 AW1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1874_STAMPING: B 1009 1954
 AW1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1874+STABILITY: SURFACE MOTION
 AW1874
 AW1874  HISTORY     - Date     Condition        Report By
 AW1874  HISTORY     - 1954     MONUMENTED       CGS
 AW1874  HISTORY     - 1973     GOOD             NGS
 AW1874  HISTORY     - 1978     GOOD             NGS
 AW1874  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1874
 AW1874                          STATION DESCRIPTION
 AW1874
 AW1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1874'1.75 MI SE FROM CYPRESS.
 AW1874'ABOUT 1.75 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1874'AT CYPRESS, AT THE JUNCTION WITH BARKER-CYPRESS RD., 85 1/2 FEET
 AW1874'SOUTHEAST OF THE CENTER OF THE CROSSING OF THE SOUTHERN PACIFIC
 AW1874'RAILROAD AND BARKER-CYPRESS RD., 64 FEET EAST OF THE CENTER LINE OF
 AW1874'BARKER-CYPRESS RD., 47 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4.9 FEET
 AW1874'SOUTHWEST OF A TELEPHONE POLE, 0.7 FOOT SOUTHWEST OF A FENCE, AND SET
 AW1874'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW1874
 AW1874                          STATION RECOVERY (1978)
 AW1874
 AW1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1874'RECOVERED IN GOOD CONDITION.
 AW1874
 AW1874                          STATION RECOVERY (1986)
 AW1874
 AW1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1874'THERE HAS BEEN GRADING AT THIS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0165 ***********************************************************************
 BL0165  DESIGNATION -  B 101
 BL0165  PID         -  BL0165
 BL0165  STATE/COUNTY-  TX/TYLER
 BL0165  USGS QUAD   -  BIRDWELL LAKE (1984)
 BL0165
 BL0165                         *CURRENT SURVEY CONTROL
 BL0165  ___________________________________________________________________
 BL0165* NAD 83(1986)-  30 51 57.     (N)    094 15 38.     (W)     SCALED    
 BL0165* NAVD 88     -        45.86   (+/-2cm)     150.5    (feet)  VERTCON   
 BL0165  ___________________________________________________________________
 BL0165  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BL0165
 BL0165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0165
 BL0165.The horizontal coordinates were scaled from a topographic map and have
 BL0165.an estimated accuracy of +/- 6 seconds.
 BL0165
 BL0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0165.The vertical order pertains to the NGVD 29 superseded value.
 BL0165
 BL0165.The geoid height was determined by GEOID03.
 BL0165
 BL0165;                    North         East    Units  Estimated Accuracy
 BL0165;SPC TX C     - 3,148,780.    1,280,430.      MT  (+/- 180 meters Scaled)
 BL0165
 BL0165                          SUPERSEDED SURVEY CONTROL
 BL0165
 BL0165  NGVD 29 (??/??/92)   45.862  (m)          150.47   (f) ADJ UNCH    2 0
 BL0165
 BL0165.Superseded values are not recommended for survey control.
 BL0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0165.See file dsdata.txt to determine how the superseded data were derived.
 BL0165
 BL0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ794154(NAD 83)
 BL0165_MARKER: DB = BENCH MARK DISK
 BL0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0165_STAMPING: B 101 1952
 BL0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0165+STABILITY: SURFACE MOTION
 BL0165
 BL0165  HISTORY     - Date     Condition        Report By
 BL0165  HISTORY     - 1952     MONUMENTED       CGS
 BL0165
 BL0165                          STATION DESCRIPTION
 BL0165
 BL0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0165'13.95 MI NE FROM WOODVILLE.
 BL0165'11.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE TEXAS AND NEW ORLEANS
 BL0165'RAILROAD STATION AT WOODVILLE, THENCE 1.6 MILES NORTHWEST ALONG A
 BL0165'GRADED DIRT ROAD, THENCE 0.95 MILE WEST ALONG A GRADED DIRT ROAD, 0.3
 BL0165'MILE EAST OF A JUNCTION WITH A GRADED DIRT ROAD LEADING SOUTHEAST,
 BL0165'0.15 MILE EAST OF A WOODEN BRIDGE, ON TOP OF A HILL, 45 FEET SOUTHEAST
 BL0165'OF THE CENTER LINE OF THE ROAD, 44.5 FEET SOUTHWEST OF A 17 INCH
 BL0165'TRIANGULAR BLAZED OAK TREE, 2.5 FEET NORTHWEST OF A FENCE, 1.5 FEET
 BL0165'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0165'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1347 ***********************************************************************
 AW1347  DESIGNATION -  B 1011
 AW1347  PID         -  AW1347
 AW1347  STATE/COUNTY-  TX/GALVESTON
 AW1347  USGS QUAD   -  FLAKE (1994)
 AW1347
 AW1347                         *CURRENT SURVEY CONTROL
 AW1347  ___________________________________________________________________
 AW1347* NAD 83(1986)-  29 24 55.     (N)    094 42 39.     (W)     SCALED    
 AW1347* NAVD 88     -         2.45   (+/-2cm)       8.0    (feet)  VERTCON   
 AW1347  ___________________________________________________________________
 AW1347  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW1347
 AW1347  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1347
 AW1347.The horizontal coordinates were scaled from a topographic map and have
 AW1347.an estimated accuracy of +/- 6 seconds.
 AW1347
 AW1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1347.The vertical order pertains to the NGVD 29 superseded value.
 AW1347
 AW1347.The geoid height was determined by GEOID03.
 AW1347
 AW1347;                    North         East    Units  Estimated Accuracy
 AW1347;SPC TXSC     - 4,182,950.    1,016,100.      MT  (+/- 180 meters Scaled)
 AW1347
 AW1347                          SUPERSEDED SURVEY CONTROL
 AW1347
 AW1347  NGVD 29 (??/??/92)    2.451  (m)            8.04   (f) ADJ UNCH    1 2
 AW1347
 AW1347.Superseded values are not recommended for survey control.
 AW1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1347.See file dsdata.txt to determine how the superseded data were derived.
 AW1347
 AW1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN340552(NAD 83)
 AW1347_MARKER: DB = BENCH MARK DISK
 AW1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1347_STAMPING: B 1011 1953
 AW1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1347+STABILITY: SURFACE MOTION
 AW1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1347+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 AW1347
 AW1347  HISTORY     - Date     Condition        Report By
 AW1347  HISTORY     - 1953     MONUMENTED       CGS
 AW1347  HISTORY     - 1958     GOOD             NGS
 AW1347  HISTORY     - 1977     GOOD             NGS
 AW1347  HISTORY     - 1978     GOOD             NGS
 AW1347  HISTORY     - 1990     GOOD             USPSQD
 AW1347  HISTORY     - 19990511 GOOD             USPSQD
 AW1347  HISTORY     - 20010430 GOOD             USPSQD
 AW1347  HISTORY     - 20020708 GOOD             USPSQD
 AW1347  HISTORY     - 20031009 GOOD             USPSQD
 AW1347
 AW1347                          STATION DESCRIPTION
 AW1347
 AW1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1347'5.7 MI NE FROM PORT BOLIVAR.
 AW1347'ABOUT 5.7 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1347'LANDING AT PORT BOLIVAR, 99 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW1347'HIGHWAY, 28 FEET NORTHWEST OF THE SOUTH CORNER OF THE FENCE AROUND A
 AW1347'CEMETERY, 27 FEET WEST OF THE CENTER LINE OF THE CEMETERY GATE, 1 FOOT
 AW1347'NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE, 1 FOOT NORTHEAST OF A METAL
 AW1347'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 AW1347'CONCRETE POST FLUSH WITH THE GROUND.
 AW1347
 AW1347                          STATION RECOVERY (1977)
 AW1347
 AW1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1347'RECOVERED IN GOOD CONDITION.
 AW1347
 AW1347                          STATION RECOVERY (1978)
 AW1347
 AW1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1347'RECOVERED IN GOOD CONDITION.
 AW1347
 AW1347                          STATION RECOVERY (1990)
 AW1347
 AW1347'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1347'RECOVERED IN GOOD CONDITION.
 AW1347
 AW1347                          STATION RECOVERY (1999)
 AW1347
 AW1347'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1347'RECOVERED IN GOOD CONDITION.
 AW1347
 AW1347                          STATION RECOVERY (2001)
 AW1347
 AW1347'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1347'RECOVERED IN GOOD CONDITION.
 AW1347
 AW1347                          STATION RECOVERY (2002)
 AW1347
 AW1347'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1347'RECOVERED IN GOOD CONDITION.
 AW1347
 AW1347                          STATION RECOVERY (2003)
 AW1347
 AW1347'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2541 ***********************************************************************
 AW2541  DESIGNATION -  B 1012
 AW2541  PID         -  AW2541
 AW2541  STATE/COUNTY-  TX/CHAMBERS
 AW2541  USGS QUAD   -  STOWELL (1993)
 AW2541
 AW2541                         *CURRENT SURVEY CONTROL
 AW2541  ___________________________________________________________________
 AW2541* NAD 83(1986)-  29 47 29.     (N)    094 27 55.     (W)     SCALED    
 AW2541* NAVD 88     -         7.96   (+/-2cm)      26.1    (feet)  VERTCON   
 AW2541  ___________________________________________________________________
 AW2541  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2541
 AW2541  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2541
 AW2541.The horizontal coordinates were scaled from a topographic map and have
 AW2541.an estimated accuracy of +/- 6 seconds.
 AW2541
 AW2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2541.The vertical order pertains to the NGVD 29 superseded value.
 AW2541
 AW2541.The geoid height was determined by GEOID03.
 AW2541
 AW2541;                    North         East    Units  Estimated Accuracy
 AW2541;SPC TXSC     - 4,225,510.    1,038,300.      MT  (+/- 180 meters Scaled)
 AW2541
 AW2541                          SUPERSEDED SURVEY CONTROL
 AW2541
 AW2541  NGVD 29 (??/??/92)    7.965  (m)           26.13   (f) ADJ UNCH    1 2
 AW2541
 AW2541.Superseded values are not recommended for survey control.
 AW2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2541.See file dsdata.txt to determine how the superseded data were derived.
 AW2541
 AW2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN583965(NAD 83)
 AW2541_MARKER: DB = BENCH MARK DISK
 AW2541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2541_SP_SET: CULVERT
 AW2541_STAMPING: B 1012 1953
 AW2541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2541+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2541
 AW2541  HISTORY     - Date     Condition        Report By
 AW2541  HISTORY     - 1953     MONUMENTED       CGS
 AW2541  HISTORY     - 1959     GOOD             NGS
 AW2541  HISTORY     - 19950803 GOOD             USPSQD
 AW2541  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 AW2541  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2541  HISTORY     - 20030120 GOOD             USPSQD
 AW2541  HISTORY     - 20040310 GOOD             USPSQD
 AW2541  HISTORY     - 20060120 GOOD             USPSQD
 AW2541
 AW2541                          STATION DESCRIPTION
 AW2541
 AW2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2541'5.1 MI W FROM STOWELL.
 AW2541'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2541'STOWELL, THENCE ABOUT 5.0 MILES WEST ALONG STATE HIGHWAY 73T, 22 FEET
 AW2541'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 55 FEET EAST OF THE CENTER
 AW2541'LINE OF A SHELL ROAD LEADING SOUTH, IN THE WEST END OF THE SOUTH HEAD
 AW2541'WALL OF A 3 CHANNEL CULVERT UNDER THE HIGHWAY, AND ABOUT 1 FOOT BELOW
 AW2541'THE LEVEL OF THE HIGHWAY.
 AW2541
 AW2541                          STATION RECOVERY (1995)
 AW2541
 AW2541'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2541'RECOVERED IN GOOD CONDITION.
 AW2541
 AW2541                          STATION RECOVERY (1996)
 AW2541
 AW2541'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2541'MARK NOT FOUND.
 AW2541
 AW2541                          STATION RECOVERY (2001)
 AW2541
 AW2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2541'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2541
 AW2541                          STATION RECOVERY (2003)
 AW2541
 AW2541'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2541'RECOVERED IN GOOD CONDITION.
 AW2541
 AW2541                          STATION RECOVERY (2004)
 AW2541
 AW2541'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2541'RECOVERED IN GOOD CONDITION.
 AW2541
 AW2541                          STATION RECOVERY (2006)
 AW2541
 AW2541'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2541'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2828 ***********************************************************************
 AW2828  DESIGNATION -  B 1013
 AW2828  PID         -  AW2828
 AW2828  STATE/COUNTY-  TX/CHAMBERS
 AW2828  USGS QUAD   -  ANAHUAC (1993)
 AW2828
 AW2828                         *CURRENT SURVEY CONTROL
 AW2828  ___________________________________________________________________
 AW2828* NAD 83(1986)-  29 50 27.     (N)    094 41 42.     (W)     SCALED    
 AW2828* NAVD 88     -         6.47   (+/-2cm)      21.2    (feet)  VERTCON   
 AW2828  ___________________________________________________________________
 AW2828  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW2828
 AW2828  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2828
 AW2828.The horizontal coordinates were scaled from a topographic map and have
 AW2828.an estimated accuracy of +/- 6 seconds.
 AW2828
 AW2828.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2828.The vertical order pertains to the NGVD 29 superseded value.
 AW2828
 AW2828.The geoid height was determined by GEOID03.
 AW2828
 AW2828;                    North         East    Units  Estimated Accuracy
 AW2828;SPC TXSC     - 4,230,140.    1,015,900.      MT  (+/- 180 meters Scaled)
 AW2828
 AW2828                          SUPERSEDED SURVEY CONTROL
 AW2828
 AW2828  NGVD 29 (??/??/92)    6.48   (m)           21.3    (f) COMPUTED    1 2
 AW2828
 AW2828.Superseded values are not recommended for survey control.
 AW2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2828.See file dsdata.txt to determine how the superseded data were derived.
 AW2828
 AW2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP362023(NAD 83)
 AW2828_MARKER: DB = BENCH MARK DISK
 AW2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2828_STAMPING: B 1013 1953
 AW2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2828+STABILITY: SURFACE MOTION
 AW2828
 AW2828  HISTORY     - Date     Condition        Report By
 AW2828  HISTORY     - 1953     MONUMENTED       CGS
 AW2828  HISTORY     - 1955     MARK NOT FOUND   LOCENG
 AW2828
 AW2828                          STATION DESCRIPTION
 AW2828
 AW2828'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW2828'7.6 MI N FROM ANAHUAC.
 AW2828'0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COURTHOUSE AT
 AW2828'ANAHUAC, THENCE 0.85 MILE EAST ALONG STATE HIGHWAY 61, THENCE 6.5
 AW2828'MILES NORTH ALONG FARM ROAD 563, AT A HUMBLE GAS COMPANY GAGING
 AW2828'STATION, 69 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 49.2 FEET
 AW2828'EAST OF A POWER POLE, 18.5 FEET NORTHWEST OF A 14 INCH PINE TREE, 2.4
 AW2828'FEET SOUTH OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST WHICH
 AW2828'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AW2828
 AW2828                          STATION RECOVERY (1955)
 AW2828
 AW2828'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955
 AW2828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2886 ***********************************************************************
 AW2886  DESIGNATION -  B 1014
 AW2886  PID         -  AW2886
 AW2886  STATE/COUNTY-  TX/LIBERTY
 AW2886  USGS QUAD   -  MOSS BLUFF (1993)
 AW2886
 AW2886                         *CURRENT SURVEY CONTROL
 AW2886  ___________________________________________________________________
 AW2886* NAD 83(1986)-  29 55 24.     (N)    094 49 55.     (W)     SCALED    
 AW2886* NAVD 88     -        13.03   (+/-2cm)      42.7    (feet)  VERTCON   
 AW2886  ___________________________________________________________________
 AW2886  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2886
 AW2886  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2886
 AW2886.The horizontal coordinates were scaled from a topographic map and have
 AW2886.an estimated accuracy of +/- 6 seconds.
 AW2886
 AW2886.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2886.The vertical order pertains to the NGVD 29 superseded value.
 AW2886
 AW2886.The geoid height was determined by GEOID03.
 AW2886
 AW2886;                    North         East    Units  Estimated Accuracy
 AW2886;SPC TX C     - 3,041,590.    1,231,030.      MT  (+/- 180 meters Scaled)
 AW2886
 AW2886                          SUPERSEDED SURVEY CONTROL
 AW2886
 AW2886  NGVD 29 (??/??/92)   13.033  (m)           42.76   (f) ADJ UNCH    1 2
 AW2886
 AW2886.Superseded values are not recommended for survey control.
 AW2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2886.See file dsdata.txt to determine how the superseded data were derived.
 AW2886
 AW2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP231117(NAD 83)
 AW2886_MARKER: DB = BENCH MARK DISK
 AW2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2886_STAMPING: B 1014 1953
 AW2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2886+STABILITY: SURFACE MOTION
 AW2886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2886+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AW2886
 AW2886  HISTORY     - Date     Condition        Report By
 AW2886  HISTORY     - 1953     MONUMENTED       CGS
 AW2886  HISTORY     - 1963     GOOD             NGS
 AW2886  HISTORY     - 1971     GOOD             USGS
 AW2886  HISTORY     - 1990     GOOD             USPSQD
 AW2886  HISTORY     - 20040315 MARK NOT FOUND   USPSQD
 AW2886  HISTORY     - 20050208 GOOD             USPSQD
 AW2886
 AW2886                          STATION DESCRIPTION
 AW2886
 AW2886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW2886'8.35 MI N FROM COVE.
 AW2886'ABOUT 3.6 MILES NORTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE
 AW2886'HIGHWAY 10 OVERPASS AT COVE, THENCE 4.75 MILES NORTHEAST ALONG FARM
 AW2886'ROAD 1409, ABOUT 0.15 MILE NORTH OF CANEY CREEK, 64 FEET SOUTHWEST OF
 AW2886'THE CENTER LINE OF THE ROAD, 34 FEET NORTHEAST OF A 14-INCH GUM TREE,
 AW2886'IN A DENSE GROWTH OF SMALL PINE TREES, 20.5 FEET SOUTHWEST OF A METAL
 AW2886'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 AW2886'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW2886
 AW2886                          STATION RECOVERY (1971)
 AW2886
 AW2886'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW2886'RECOVERED IN GOOD CONDITION.
 AW2886
 AW2886                          STATION RECOVERY (1990)
 AW2886
 AW2886'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2886'RECOVERED IN GOOD CONDITION.
 AW2886
 AW2886                          STATION RECOVERY (2004)
 AW2886
 AW2886'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2886'MARK NOT FOUND.
 AW2886
 AW2886                          STATION RECOVERY (2005)
 AW2886
 AW2886'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1453 ***********************************************************************
 AW1453  DESIGNATION -  B 1015
 AW1453  PID         -  AW1453
 AW1453  STATE/COUNTY-  TX/CHAMBERS
 AW1453  USGS QUAD   -  OAK ISLAND (1994)
 AW1453
 AW1453                         *CURRENT SURVEY CONTROL
 AW1453  ___________________________________________________________________
 AW1453* NAD 83(1986)-  29 41 12.     (N)    094 40 31.     (W)     SCALED    
 AW1453* NAVD 88     -         3.07   (+/-2cm)      10.1    (feet)  VERTCON   
 AW1453  ___________________________________________________________________
 AW1453  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW1453  OBS GRAVITY -     979,283.4   (mgal)                       GRAV_OBS
 AW1453
 AW1453  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1453
 AW1453.The horizontal coordinates were scaled from a topographic map and have
 AW1453.an estimated accuracy of +/- 6 seconds.
 AW1453
 AW1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1453.The vertical order pertains to the NGVD 29 superseded value.
 AW1453
 AW1453.The geoid height was determined by GEOID03.
 AW1453.The observed gravity was obtained from relative gravimeter ties
 AW1453.to the IGSN71 gravity network.
 AW1453
 AW1453;                    North         East    Units  Estimated Accuracy
 AW1453;SPC TXSC     - 4,213,140.    1,018,440.      MT  (+/- 180 meters Scaled)
 AW1453
 AW1453                          SUPERSEDED SURVEY CONTROL
 AW1453
 AW1453  NGVD 29 (??/??/92)    3.074  (m)           10.09   (f) ADJ UNCH    1 2
 AW1453
 AW1453.Superseded values are not recommended for survey control.
 AW1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1453.See file dsdata.txt to determine how the superseded data were derived.
 AW1453
 AW1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN379852(NAD 83)
 AW1453_MARKER: DB = BENCH MARK DISK
 AW1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1453_STAMPING: B 1015 1953
 AW1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1453+STABILITY: SURFACE MOTION
 AW1453
 AW1453  HISTORY     - Date     Condition        Report By
 AW1453  HISTORY     - 1953     MONUMENTED       CGS
 AW1453  HISTORY     - 1973     GOOD             NGS
 AW1453  HISTORY     - 1978     GOOD             NGS
 AW1453  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 AW1453  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1453  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW1453  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 AW1453
 AW1453                          STATION DESCRIPTION
 AW1453
 AW1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1453'6.1 MI S FROM ANAHUAC.
 AW1453'ABOUT 6.1 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH STATE
 AW1453'HIGHWAY 61 AT ANAHUAC, 49 1/2 FEET WEST OF CENTERLINE OF THE FARM ROAD
 AW1453'1 1/2 FEET NORTH OF A FENCE, 23 1/2 FEET NORTH OF THE EXTENDED
 AW1453'CENTERLINE OF A DIRT ROAD LEADING EAST, 11 1/2 FEET SOUTH OF THE
 AW1453'EXTENDED CENTERLINE OF A DRIVE LEADING WEST TO A PASTURE.  A C AND GS
 AW1453'DISK, ABOUT 1 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 AW1453'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW1453'PROJECTING 3 INCHES.
 AW1453
 AW1453                          STATION RECOVERY (1978)
 AW1453
 AW1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1453'ADD=9 FEET WEST-SOUTHWEST OF A POWER POLE.
 AW1453
 AW1453                          STATION RECOVERY (1996)
 AW1453
 AW1453'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1453'MARK NOT FOUND.
 AW1453
 AW1453                          STATION RECOVERY (2001)
 AW1453
 AW1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1453'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1453
 AW1453                          STATION RECOVERY (2004)
 AW1453
 AW1453'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1453'MARK NOT FOUND.
 AW1453
 AW1453                          STATION RECOVERY (2005)
 AW1453
 AW1453'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2406 ***********************************************************************
 AW2406  DESIGNATION -  B 1016
 AW2406  PID         -  AW2406
 AW2406  STATE/COUNTY-  TX/JEFFERSON
 AW2406  USGS QUAD   -  HAMSHIRE (1994)
 AW2406
 AW2406                         *CURRENT SURVEY CONTROL
 AW2406  ___________________________________________________________________
 AW2406* NAD 83(1986)-  29 50 11.     (N)    094 20 19.     (W)     SCALED    
 AW2406* NAVD 88     -         4.38   (+/-2cm)      14.4    (feet)  VERTCON   
 AW2406  ___________________________________________________________________
 AW2406  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2406
 AW2406  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2406
 AW2406.The horizontal coordinates were scaled from a topographic map and have
 AW2406.an estimated accuracy of +/- 6 seconds.
 AW2406
 AW2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2406.The vertical order pertains to the NGVD 29 superseded value.
 AW2406
 AW2406.The geoid height was determined by GEOID03.
 AW2406
 AW2406;                    North         East    Units  Estimated Accuracy
 AW2406;SPC TXSC     - 4,230,970.    1,050,330.      MT  (+/- 180 meters Scaled)
 AW2406
 AW2406                          SUPERSEDED SURVEY CONTROL
 AW2406
 AW2406  NGVD 29 (??/??/92)    4.384  (m)           14.38   (f) ADJ UNCH    1 2
 AW2406
 AW2406.Superseded values are not recommended for survey control.
 AW2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2406.See file dsdata.txt to determine how the superseded data were derived.
 AW2406
 AW2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP706014(NAD 83)
 AW2406_MARKER: DB = BENCH MARK DISK
 AW2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2406_STAMPING: B 1016 1953
 AW2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2406+STABILITY: SURFACE MOTION
 AW2406
 AW2406  HISTORY     - Date     Condition        Report By
 AW2406  HISTORY     - 1953     MONUMENTED       CGS
 AW2406  HISTORY     - 1958     GOOD             NGS
 AW2406  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2406  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2406  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2406
 AW2406                          STATION DESCRIPTION
 AW2406
 AW2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2406'2.8 MI NE FROM WINNIE.
 AW2406'ABOUT 2.8 MILES NORTHEAST ALONG STATE HIGHWAY 124 FROM THE GULF,
 AW2406'COLORADO AND SANTA FE RAILROAD STATION AT WINNIE, 125 FEET NORTHWEST
 AW2406'OF THE CENTER LINE OF THE HIGHWAY, 85 FEET EAST-SOUTHEAST OF A POWER
 AW2406'POLE SUPPORTING A FLOOD LIGHT, 78 FEET WEST OF A POWER POLE SUPPORTING
 AW2406'2 TRANSFORMERS, 7 FEET SOUTH OF A POWER POLE, 325 FEET SOUTH OF A
 AW2406'RADIO TOWER WHICH IS ABOUT 275 FEET HIGH, ABOUT LEVEL WITH THE
 AW2406'HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2406
 AW2406                          STATION RECOVERY (2001)
 AW2406
 AW2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2406'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2406
 AW2406                          STATION RECOVERY (2001)
 AW2406
 AW2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2406'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2406
 AW2406                          STATION RECOVERY (2004)
 AW2406
 AW2406'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0241 ***********************************************************************
 BL0241  DESIGNATION -  B 1017
 BL0241  PID         -  BL0241
 BL0241  STATE/COUNTY-  TX/JEFFERSON
 BL0241  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0241
 BL0241                         *CURRENT SURVEY CONTROL
 BL0241  ___________________________________________________________________
 BL0241* NAD 83(1986)-  30 04 51.     (N)    094 06 39.     (W)     SCALED    
 BL0241* NAVD 88     -         6.58   (+/-2cm)      21.6    (feet)  VERTCON   
 BL0241  ___________________________________________________________________
 BL0241  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0241
 BL0241  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0241
 BL0241.The horizontal coordinates were scaled from a topographic map and have
 BL0241.an estimated accuracy of +/- 6 seconds.
 BL0241
 BL0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0241.The vertical order pertains to the NGVD 29 superseded value.
 BL0241
 BL0241.The geoid height was determined by GEOID03.
 BL0241
 BL0241;                    North         East    Units  Estimated Accuracy
 BL0241;SPC TXSC     - 4,258,940.    1,071,190.      MT  (+/- 180 meters Scaled)
 BL0241
 BL0241                          SUPERSEDED SURVEY CONTROL
 BL0241
 BL0241  NGVD 29 (??/??/92)    6.588  (m)           21.61   (f) ADJ UNCH    1 2
 BL0241
 BL0241.Superseded values are not recommended for survey control.
 BL0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0241.See file dsdata.txt to determine how the superseded data were derived.
 BL0241
 BL0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP929282(NAD 83)
 BL0241_MARKER: DB = BENCH MARK DISK
 BL0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0241_STAMPING: B 1017 1954
 BL0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0241+STABILITY: SURFACE MOTION
 BL0241
 BL0241  HISTORY     - Date     Condition        Report By
 BL0241  HISTORY     - 1954     MONUMENTED       CGS
 BL0241  HISTORY     - 1958     GOOD             NGS
 BL0241  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0241  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BL0241  HISTORY     - 1988     GOOD             USPSQD
 BL0241  HISTORY     - 19940730 MARK NOT FOUND   USPSQD
 BL0241  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0241  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0241  HISTORY     - 20030710 MARK NOT FOUND   USPSQD
 BL0241  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 BL0241
 BL0241                          STATION DESCRIPTION
 BL0241
 BL0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BL0241'0.4 MI W FROM BEAUMONT.
 BL0241'0.4 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0241'STATION AT BEAUMONT, AT THE MARIPOAN STREET VIADUCT, 16 FEET NORTHEAST
 BL0241'OF THE NORTHEAST RAIL OF A SIDE TRACK, 12 RAILS EAST OF TOWER NO. 32,
 BL0241'49 1/2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 5 1/2 FEET
 BL0241'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOST SOUTHWESTERLY ONE OF THE
 BL0241'FIRST 7 X 7-FOOT CONCRETE PILLERS, ABOUT LEVEL WITH THE TRACKS, AND IN
 BL0241'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BL0241
 BL0241                          STATION RECOVERY (1972)
 BL0241
 BL0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0241'MARK NOT FOUND.
 BL0241
 BL0241                          STATION RECOVERY (1985)
 BL0241
 BL0241'RECOVERY NOTE BY US POWER SQUADRON 1985
 BL0241'MARK NOT FOUND.
 BL0241
 BL0241                          STATION RECOVERY (1988)
 BL0241
 BL0241'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0241'RECOVERED IN GOOD CONDITION.
 BL0241
 BL0241                          STATION RECOVERY (1994)
 BL0241
 BL0241'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0241'MARK NOT FOUND.
 BL0241
 BL0241                          STATION RECOVERY (2001)
 BL0241
 BL0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0241'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0241
 BL0241                          STATION RECOVERY (2001)
 BL0241
 BL0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0241'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0241
 BL0241                          STATION RECOVERY (2003)
 BL0241
 BL0241'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0241'MARK NOT FOUND.
 BL0241
 BL0241                          STATION RECOVERY (2005)
 BL0241
 BL0241'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2395 ***********************************************************************
 AW2395  DESIGNATION -  B 1018
 AW2395  PID         -  AW2395
 AW2395  STATE/COUNTY-  TX/JEFFERSON
 AW2395  USGS QUAD   -  FANNETT WEST (1993)
 AW2395
 AW2395                         *CURRENT SURVEY CONTROL
 AW2395  ___________________________________________________________________
 AW2395* NAD 83(1986)-  29 53 57.     (N)    094 16 13.     (W)     SCALED    
 AW2395* NAVD 88     -         3.56   (+/-2cm)      11.7    (feet)  VERTCON   
 AW2395  ___________________________________________________________________
 AW2395  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW2395
 AW2395  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2395
 AW2395.The horizontal coordinates were scaled from a topographic map and have
 AW2395.an estimated accuracy of +/- 6 seconds.
 AW2395
 AW2395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2395.The vertical order pertains to the NGVD 29 superseded value.
 AW2395
 AW2395.The geoid height was determined by GEOID03.
 AW2395
 AW2395;                    North         East    Units  Estimated Accuracy
 AW2395;SPC TXSC     - 4,238,190.    1,056,650.      MT  (+/- 180 meters Scaled)
 AW2395
 AW2395                          SUPERSEDED SURVEY CONTROL
 AW2395
 AW2395  NGVD 29 (??/??/92)    3.557  (m)           11.67   (f) ADJ UNCH    1 2
 AW2395
 AW2395.Superseded values are not recommended for survey control.
 AW2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2395.See file dsdata.txt to determine how the superseded data were derived.
 AW2395
 AW2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP773082(NAD 83)
 AW2395_MARKER: DB = BENCH MARK DISK
 AW2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2395_STAMPING: B 1018 1954
 AW2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2395+STABILITY: SURFACE MOTION
 AW2395
 AW2395  HISTORY     - Date     Condition        Report By
 AW2395  HISTORY     - 1954     MONUMENTED       CGS
 AW2395  HISTORY     - 1958     GOOD             NGS
 AW2395  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 AW2395  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2395
 AW2395                          STATION DESCRIPTION
 AW2395
 AW2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2395'2.2 MI SW FROM FANNETT.
 AW2395'ABOUT 0.15 MILE WEST ALONG A SURFACED ROAD FROM THE SCHOOLHOUSE AT
 AW2395'FANNETT, THENCE ABOUT 2.05 MILES SOUTHWEST ALONG STATE HIGHWAY 124,
 AW2395'179 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET
 AW2395'NORTHWEST OF THE NORTHWEST RAIL OF THE GULF, COLORADO AND SANTA FE
 AW2395'RAILROAD, 18 FEET NORTHEAST OF THE CENTER LINE OF A WOODEN GATE AND
 AW2395'TRACK ROAD, 6 FEET SOUTHEAST OF A FENCE, 46 1/2 FEET SOUTHWEST OF THE
 AW2395'CENTER OF THE RAILROAD CROSSING, 40 FEET SOUTHWEST OF THE 4TH POLE
 AW2395'SOUTHWEST OF MILEPOST 61, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT 1
 AW2395'FOOT BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 AW2395'PROJECTING 4 INCHES.
 AW2395
 AW2395                          STATION RECOVERY (2001)
 AW2395
 AW2395'RECOVERY NOTE BY US POWER SQUADRON 2001 (WF)
 AW2395'A NEW GRAVEL ROAD LEADS TO A NEW HOUSE ON THE NW SIDE OF THE RAILROAD
 AW2395
 AW2395                          STATION RECOVERY (2004)
 AW2395
 AW2395'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1985 ***********************************************************************
 AW1985  DESIGNATION -  B 1020
 AW1985  PID         -  AW1985
 AW1985  STATE/COUNTY-  TX/HARRIS
 AW1985  USGS QUAD   -  HARMASTON (1982)
 AW1985
 AW1985                         *CURRENT SURVEY CONTROL
 AW1985  ___________________________________________________________________
 AW1985* NAD 83(1986)-  29 54 46.     (N)    095 08 52.     (W)     SCALED    
 AW1985* NAVD 88     -        16.86   (+/-2cm)      55.3    (feet)  VERTCON   
 AW1985  ___________________________________________________________________
 AW1985  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW1985
 AW1985  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1985
 AW1985.The horizontal coordinates were scaled from a topographic map and have
 AW1985.an estimated accuracy of +/- 6 seconds.
 AW1985
 AW1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1985.The vertical order pertains to the NGVD 29 superseded value.
 AW1985
 AW1985.The geoid height was determined by GEOID03.
 AW1985
 AW1985;                    North         East    Units  Estimated Accuracy
 AW1985;SPC TXSC     - 4,236,590.      971,910.      MT  (+/- 180 meters Scaled)
 AW1985
 AW1985                          SUPERSEDED SURVEY CONTROL
 AW1985
 AW1985  NGVD 29 (??/??/92)   16.860  (m)           55.31   (f) ADJ UNCH    1 2
 AW1985
 AW1985.Superseded values are not recommended for survey control.
 AW1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1985.See file dsdata.txt to determine how the superseded data were derived.
 AW1985
 AW1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP926110(NAD 83)
 AW1985_MARKER: DB = BENCH MARK DISK
 AW1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1985_STAMPING: B 1020 1954
 AW1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1985+STABILITY: SURFACE MOTION
 AW1985
 AW1985  HISTORY     - Date     Condition        Report By
 AW1985  HISTORY     - 1954     MONUMENTED       CGS
 AW1985  HISTORY     - 1963     GOOD             NGS
 AW1985  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1985
 AW1985                          STATION DESCRIPTION
 AW1985
 AW1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW1985'5.15 MI NW FROM SHELDON.
 AW1985'ABOUT 1.0 MILE NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF THE
 AW1985'SHELDON-DE ZAVALLA ROAD AND U.S. HIGHWAY 90 AT SHELDON, THENCE 2.0
 AW1985'MILES WEST ALONG A PAVED ROAD, THENCE 2.05 MILES NORTH ALONG A SHELL
 AW1985'ROAD, ABOUT 0.25 MILE SOUTHWEST OF THE LAKE HOUSTON PUMPING STATION,
 AW1985'ABOUT 187 YARDS NORTHWEST OF THE CENTER LINE OF THE ROAD AT A CURVE,
 AW1985'12 1/2 FEET SOUTHEAST OF THE MOST SOUTHEASTERLY OF 3 POWER POLES, AND
 AW1985'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW1985
 AW1985                          STATION RECOVERY (1978)
 AW1985
 AW1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1985'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0358 ***********************************************************************
 BL0358  DESIGNATION -  B 1021 RESET
 BL0358  PID         -  BL0358
 BL0358  STATE/COUNTY-  TX/LIBERTY
 BL0358  USGS QUAD   -  DAYTON (1984)
 BL0358
 BL0358                         *CURRENT SURVEY CONTROL
 BL0358  ___________________________________________________________________
 BL0358* NAD 83(1986)-  30 01 57.     (N)    094 54 25.     (W)     SCALED    
 BL0358* NAVD 88     -        21.983  (meters)      72.12   (feet)  ADJUSTED  
 BL0358  ___________________________________________________________________
 BL0358  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0358  DYNAMIC HT  -          21.953 (meters)      72.02  (feet)  COMP
 BL0358  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 BL0358  OBS GRAVITY -     979,307.9   (mgal)                       GRAV_OBS
 BL0358
 BL0358  VERT ORDER  -  FIRST     CLASS I
 BL0358
 BL0358.The horizontal coordinates were scaled from a topographic map and have
 BL0358.an estimated accuracy of +/- 6 seconds.
 BL0358
 BL0358.The orthometric height was determined by differential leveling
 BL0358.and adjusted by the National Geodetic Survey in June 1991..
 BL0358
 BL0358.The geoid height was determined by GEOID03.
 BL0358
 BL0358.The dynamic height is computed by dividing the NAVD 88
 BL0358.geopotential number by the normal gravity value computed on the
 BL0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0358.degrees latitude (g = 980.6199 gals.).
 BL0358
 BL0358.The modeled gravity was interpolated from observed gravity values.
 BL0358.The observed gravity was obtained from relative gravimeter ties
 BL0358.to the IGSN71 gravity network.
 BL0358
 BL0358;                    North         East    Units  Estimated Accuracy
 BL0358;SPC TX C     - 3,053,320.    1,223,210.      MT  (+/- 180 meters Scaled)
 BL0358
 BL0358                          SUPERSEDED SURVEY CONTROL
 BL0358
 BL0358  NGVD 29 (12/23/87)   21.984  (m)           72.13   (f) ADJUSTED    1 1
 BL0358
 BL0358.Superseded values are not recommended for survey control.
 BL0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0358.See file dsdata.txt to determine how the superseded data were derived.
 BL0358
 BL0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP161239(NAD 83)
 BL0358_MARKER: DB = BENCH MARK DISK
 BL0358_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL0358_SP_SET: CULVERT WINGWALL
 BL0358_STAMPING: B 1021 RESET 1970
 BL0358_MARK LOGO: CGS   
 BL0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0358+STABILITY: SURFACE MOTION
 BL0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0358+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 BL0358
 BL0358  HISTORY     - Date     Condition        Report By
 BL0358  HISTORY     - 1970     MONUMENTED       NGS
 BL0358  HISTORY     - 1972     GOOD             NGS
 BL0358  HISTORY     - 1978     GOOD             NGS
 BL0358  HISTORY     - 1987     GOOD             NGS
 BL0358  HISTORY     - 1990     GOOD             USPSQD
 BL0358  HISTORY     - 19960413 GOOD             USPSQD
 BL0358  HISTORY     - 20040221 GOOD             USPSQD
 BL0358  HISTORY     - 20050216 GOOD             USPSQD
 BL0358  HISTORY     - 20050228 GOOD             USPSQD
 BL0358
 BL0358                          STATION DESCRIPTION
 BL0358
 BL0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0358'1.4 MI SW FROM DAYTON.
 BL0358'ABOUT 1.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 90 FROM THE HIGH SCHOOL
 BL0358'AT DAYTON, 42 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE EASTBOUND
 BL0358'LANE OF THE HIGHWAY, SET IN TOP OF THE WING WALL AT THE EAST CORNER OF
 BL0358'A 24-FOOT CONCRETE BOX CULVERT WITH TWO DIVIDING PIERS AND UNDER BOTH
 BL0358'LANES OF THE HIGHWAY, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BL0358
 BL0358                          STATION RECOVERY (1978)
 BL0358
 BL0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0358'RECOVERED IN GOOD CONDITION.
 BL0358
 BL0358                          STATION RECOVERY (1987)
 BL0358
 BL0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0358'RECOVERED IN GOOD CONDITION.  ADD--ROD HELD OVER TO OF FOR INFORMATION
 BL0358'WRITE TO.
 BL0358
 BL0358                          STATION RECOVERY (1990)
 BL0358
 BL0358'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0358'RECOVERED IN GOOD CONDITION.
 BL0358
 BL0358                          STATION RECOVERY (1996)
 BL0358
 BL0358'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0358'RECOVERED IN GOOD CONDITION.
 BL0358
 BL0358                          STATION RECOVERY (2004)
 BL0358
 BL0358'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0358'RECOVERED IN GOOD CONDITION.
 BL0358
 BL0358                          STATION RECOVERY (2005)
 BL0358
 BL0358'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0358'RECOVERED IN GOOD CONDITION.
 BL0358
 BL0358                          STATION RECOVERY (2005)
 BL0358
 BL0358'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0028 ***********************************************************************
 CR0028  DESIGNATION -  B 1022
 CR0028  PID         -  CR0028
 CR0028  STATE/COUNTY-  TX/HARRISON
 CR0028  USGS QUAD   -  KARNACK (1978)
 CR0028
 CR0028                         *CURRENT SURVEY CONTROL
 CR0028  ___________________________________________________________________
 CR0028* NAD 83(1986)-  32 41 21.     (N)    094 12 37.     (W)     SCALED    
 CR0028* NAVD 88     -        59.856  (meters)     196.38   (feet)  ADJUSTED  
 CR0028  ___________________________________________________________________
 CR0028  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CR0028  DYNAMIC HT  -          59.789 (meters)     196.16  (feet)  COMP
 CR0028  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 CR0028
 CR0028  VERT ORDER  -  FIRST     CLASS II
 CR0028
 CR0028.The horizontal coordinates were scaled from a topographic map and have
 CR0028.an estimated accuracy of +/- 6 seconds.
 CR0028
 CR0028.The orthometric height was determined by differential leveling
 CR0028.and adjusted by the National Geodetic Survey in June 1991..
 CR0028
 CR0028.The geoid height was determined by GEOID03.
 CR0028
 CR0028.The dynamic height is computed by dividing the NAVD 88
 CR0028.geopotential number by the normal gravity value computed on the
 CR0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0028.degrees latitude (g = 980.6199 gals.).
 CR0028
 CR0028.The modeled gravity was interpolated from observed gravity values.
 CR0028
 CR0028;                    North         East    Units  Estimated Accuracy
 CR0028;SPC TXNC     - 2,121,600.    1,002,130.      MT  (+/- 180 meters Scaled)
 CR0028
 CR0028                          SUPERSEDED SURVEY CONTROL
 CR0028
 CR0028  NGVD 29 (??/??/92)   59.919  (m)          196.58   (f) ADJ UNCH    1 2
 CR0028
 CR0028.Superseded values are not recommended for survey control.
 CR0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0028.See file dsdata.txt to determine how the superseded data were derived.
 CR0028
 CR0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS865174(NAD 83)
 CR0028_MARKER: DB = BENCH MARK DISK
 CR0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0028_STAMPING: B 1022 1954
 CR0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0028+STABILITY: SURFACE MOTION
 CR0028
 CR0028  HISTORY     - Date     Condition        Report By
 CR0028  HISTORY     - 1954     MONUMENTED       CGS
 CR0028  HISTORY     - 1987     GOOD             USPSQD
 CR0028  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0028  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0028
 CR0028                          STATION DESCRIPTION
 CR0028
 CR0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0028'2.9 MI NW FROM KARNACK.
 CR0028'2.9 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0028'STATION AT KARNACK, 48 FEET NORTHEAST OF THE NORTHEAST RAIL, 38.5 FEET
 CR0028'SOUTHWEST OF THE CENTER LINE OF FARM ROAD 143, 14.8 FEET SOUTHEAST OF
 CR0028'A 12 INCH OAK TREE, 6 FEET NORTHWEST OF A 10 INCH OAK TREE, 2.1 FEET
 CR0028'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0028'PROJECTS 0.5 FOOT ABOVE THE GROUND.  0.3 MILE SOUTHEAST OF MILEPOST T
 CR0028'- 40.
 CR0028
 CR0028                          STATION RECOVERY (1987)
 CR0028
 CR0028'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CR0028'RECOVERED IN GOOD CONDITION.
 CR0028
 CR0028                          STATION RECOVERY (1998)
 CR0028
 CR0028'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0028'MARK NOT FOUND.
 CR0028
 CR0028                          STATION RECOVERY (2003)
 CR0028
 CR0028'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1408 ***********************************************************************
 BL1408  DESIGNATION -  B 1023
 BL1408  PID         -  BL1408
 BL1408  STATE/COUNTY-  TX/HARRIS
 BL1408  USGS QUAD   -  TOMBALL (1979)
 BL1408
 BL1408                         *CURRENT SURVEY CONTROL
 BL1408  ___________________________________________________________________
 BL1408* NAD 83(1986)-  30 04 06.     (N)    095 35 49.     (W)     SCALED    
 BL1408* NAVD 88     -        49.570  (meters)     162.63   (feet)  ADJUSTED  
 BL1408  ___________________________________________________________________
 BL1408  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL1408  DYNAMIC HT  -          49.503 (meters)     162.41  (feet)  COMP
 BL1408  MODELED GRAV-     979,291.6   (mgal)                       NAVD 88
 BL1408  OBS GRAVITY -     979,291.2   (mgal)                       GRAV_OBS
 BL1408
 BL1408  VERT ORDER  -  FIRST     CLASS II
 BL1408
 BL1408.The horizontal coordinates were scaled from a topographic map and have
 BL1408.an estimated accuracy of +/- 6 seconds.
 BL1408
 BL1408.The orthometric height was determined by differential leveling
 BL1408.and adjusted by the National Geodetic Survey in June 1991..
 BL1408
 BL1408.The geoid height was determined by GEOID03.
 BL1408
 BL1408.The dynamic height is computed by dividing the NAVD 88
 BL1408.geopotential number by the normal gravity value computed on the
 BL1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1408.degrees latitude (g = 980.6199 gals.).
 BL1408
 BL1408.The modeled gravity was interpolated from observed gravity values.
 BL1408.The observed gravity was obtained from relative gravimeter ties
 BL1408.to the IGSN71 gravity network.
 BL1408
 BL1408;                    North         East    Units  Estimated Accuracy
 BL1408;SPC TXSC     - 4,252,480.      928,060.      MT  (+/- 180 meters Scaled)
 BL1408
 BL1408                          SUPERSEDED SURVEY CONTROL
 BL1408
 BL1408  NGVD 29 (12/23/87)   49.564  (m)          162.61   (f) ADJUSTED    1 2
 BL1408
 BL1408.Superseded values are not recommended for survey control.
 BL1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1408.See file dsdata.txt to determine how the superseded data were derived.
 BL1408
 BL1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP496292(NAD 83)
 BL1408_MARKER: DB = BENCH MARK DISK
 BL1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1408_SP_SET: CONCRETE POST
 BL1408_STAMPING: B 1023 1954
 BL1408_MARK LOGO: CGS   
 BL1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1408+STABILITY: SURFACE MOTION
 BL1408
 BL1408  HISTORY     - Date     Condition        Report By
 BL1408  HISTORY     - 1954     MONUMENTED       CGS
 BL1408  HISTORY     - 1973     GOOD             NGS
 BL1408  HISTORY     - 1978     GOOD             NGS
 BL1408  HISTORY     - 1986     GOOD             NGS
 BL1408
 BL1408                          STATION DESCRIPTION
 BL1408
 BL1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1408'2.2 MI SE FROM TOMBALL.
 BL1408'ABOUT 2.2 MILES SOUTHEAST ALONG BURLINGTON-ROCK ISLAND RAILROAD, FROM
 BL1408'THE STATION AT TOMBALL, AT THE CROSSING OF HOLDERRIETH RD., 165.7 FEET
 BL1408'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 49.6 FEET SOUTHWEST OF THE
 BL1408'SOUTHWEST RAIL, 3.4 FEET SOUTHWEST OF A FENCE, 4.6 FEET SOUTHWEST OF A
 BL1408'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE
 BL1408'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 BL1408
 BL1408                          STATION RECOVERY (1978)
 BL1408
 BL1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1408'RECOVERED IN GOOD CONDITION.
 BL1408
 BL1408                          STATION RECOVERY (1986)
 BL1408
 BL1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0115 ***********************************************************************
 AX0115  DESIGNATION -  B 1024
 AX0115  PID         -  AX0115
 AX0115  STATE/COUNTY-  TX/WHARTON
 AX0115  USGS QUAD   -  EAST BERNARD (1980)
 AX0115
 AX0115                         *CURRENT SURVEY CONTROL
 AX0115  ___________________________________________________________________
 AX0115* NAD 83(1986)-  29 36 03.     (N)    096 05 23.     (W)     SCALED    
 AX0115* NAVD 88     -        40.26   (+/-2cm)     132.1    (feet)  VERTCON   
 AX0115  ___________________________________________________________________
 AX0115  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0115
 AX0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0115
 AX0115.The horizontal coordinates were scaled from a topographic map and have
 AX0115.an estimated accuracy of +/- 6 seconds.
 AX0115
 AX0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0115.The vertical order pertains to the NGVD 29 superseded value.
 AX0115
 AX0115.The geoid height was determined by GEOID03.
 AX0115
 AX0115;                    North         East    Units  Estimated Accuracy
 AX0115;SPC TXSC     - 4,199,390.      881,850.      MT  (+/- 180 meters Scaled)
 AX0115
 AX0115                          SUPERSEDED SURVEY CONTROL
 AX0115
 AX0115  NGVD 29 (??/??/92)   40.253  (m)          132.06   (f) ADJ UNCH    2 0
 AX0115
 AX0115.Superseded values are not recommended for survey control.
 AX0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0115.See file dsdata.txt to determine how the superseded data were derived.
 AX0115
 AX0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT818780(NAD 83)
 AX0115_MARKER: DB = BENCH MARK DISK
 AX0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0115_SP_SET: FLOOR
 AX0115_STAMPING: B 1024 1954
 AX0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0115
 AX0115  HISTORY     - Date     Condition        Report By
 AX0115  HISTORY     - 1954     MONUMENTED       CGS
 AX0115  HISTORY     - 19910607 GOOD             USPSQD
 AX0115
 AX0115                          STATION DESCRIPTION
 AX0115
 AX0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0115'4.8 MI N FROM EAST BERNARD.
 AX0115'4.8 MILES NORTH ALONG STATE HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 AX0115'HIGHWAY 90 A AT EAST BERNARD, 12 FEET EAST OF THE CENTER LINE OF THE
 AX0115'HIGHWAY, AT THE SOUTHEAST CORNER OF A BRIDGE OVER THE SAN BERNARD
 AX0115'RIVER, SET IN THE TOP OF THE CONCRETE FLOOR OF THE BRIDGE.
 AX0115
 AX0115                          STATION RECOVERY (1991)
 AX0115
 AX0115'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1041 ***********************************************************************
 DM1041  DESIGNATION -  B 1025
 DM1041  PID         -  DM1041
 DM1041  STATE/COUNTY-  TX/HOPKINS
 DM1041  USGS QUAD   -  PURLEY (1964)
 DM1041
 DM1041                         *CURRENT SURVEY CONTROL
 DM1041  ___________________________________________________________________
 DM1041* NAD 83(1986)-  33 00 32.     (N)    095 20 57.     (W)     SCALED    
 DM1041* NAVD 88     -       157.602  (meters)     517.07   (feet)  ADJUSTED  
 DM1041  ___________________________________________________________________
 DM1041  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DM1041  DYNAMIC HT  -         157.426 (meters)     516.49  (feet)  COMP
 DM1041  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 DM1041
 DM1041  VERT ORDER  -  FIRST     CLASS II
 DM1041
 DM1041.The horizontal coordinates were scaled from a topographic map and have
 DM1041.an estimated accuracy of +/- 6 seconds.
 DM1041
 DM1041.The orthometric height was determined by differential leveling
 DM1041.and adjusted by the National Geodetic Survey in June 1991..
 DM1041
 DM1041.The geoid height was determined by GEOID03.
 DM1041
 DM1041.The dynamic height is computed by dividing the NAVD 88
 DM1041.geopotential number by the normal gravity value computed on the
 DM1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1041.degrees latitude (g = 980.6199 gals.).
 DM1041
 DM1041.The modeled gravity was interpolated from observed gravity values.
 DM1041
 DM1041;                    North         East    Units  Estimated Accuracy
 DM1041;SPC TXNC     - 2,153,250.      894,340.      MT  (+/- 180 meters Scaled)
 DM1041
 DM1041                          SUPERSEDED SURVEY CONTROL
 DM1041
 DM1041  NGVD 29 (??/??/92)  157.604  (m)          517.07   (f) ADJ UNCH    1 2
 DM1041
 DM1041.Superseded values are not recommended for survey control.
 DM1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1041.See file dsdata.txt to determine how the superseded data were derived.
 DM1041
 DM1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS805547(NAD 83)
 DM1041_MARKER: DB = BENCH MARK DISK
 DM1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM1041_STAMPING: B 1025 1954
 DM1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1041+STABILITY: SURFACE MOTION
 DM1041
 DM1041  HISTORY     - Date     Condition        Report By
 DM1041  HISTORY     - 1954     MONUMENTED       CGS
 DM1041  HISTORY     - 19950627 GOOD             USPSQD
 DM1041
 DM1041                          STATION DESCRIPTION
 DM1041
 DM1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM1041'5.1 MI NW FROM WINNSBORO.
 DM1041'5.1 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM1041'STATION AT WINNSBORO, 4 POLES SOUTHEAST OF MILEPOST T - 123, 70 FEET
 DM1041'SOUTH OF THE CENTER OF A ROAD CROSSING, 61.5 FEET SOUTHWEST OF THE
 DM1041'SOUTHWEST RAIL, 2 FEET NORTHEAST OF A FENCE, 3 FEET NORTHWEST OF A
 DM1041'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 DM1041'FOOT ABOVE THE GROUND.
 DM1041
 DM1041                          STATION RECOVERY (1995)
 DM1041
 DM1041'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0240 ***********************************************************************
 AX0240  DESIGNATION -  B 1027 RESET 1959
 AX0240  PID         -  AX0240
 AX0240  STATE/COUNTY-  TX/AUSTIN
 AX0240  USGS QUAD   -  SEALY (1981)
 AX0240
 AX0240                         *CURRENT SURVEY CONTROL
 AX0240  ___________________________________________________________________
 AX0240* NAD 83(1986)-  29 50 58.     (N)    096 09 48.     (W)     SCALED    
 AX0240* NAVD 88     -        51.35   (+/-2cm)     168.5    (feet)  VERTCON   
 AX0240  ___________________________________________________________________
 AX0240  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0240
 AX0240  VERT ORDER  -  THIRD (See Below)
 AX0240
 AX0240.The horizontal coordinates were scaled from a topographic map and have
 AX0240.an estimated accuracy of +/- 6 seconds.
 AX0240
 AX0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0240.The vertical order pertains to the NGVD 29 superseded value.
 AX0240
 AX0240.The geoid height was determined by GEOID03.
 AX0240
 AX0240;                    North         East    Units  Estimated Accuracy
 AX0240;SPC TXSC     - 4,226,770.      874,060.      MT  (+/- 180 meters Scaled)
 AX0240
 AX0240                          SUPERSEDED SURVEY CONTROL
 AX0240
 AX0240  NGVD 29 (??/??/??)   51.33   (m)          168.4    (f) RESET       3  
 AX0240
 AX0240.Superseded values are not recommended for survey control.
 AX0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0240.See file dsdata.txt to determine how the superseded data were derived.
 AX0240
 AX0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU740054(NAD 83)
 AX0240_MARKER: DB = BENCH MARK DISK
 AX0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0240_STAMPING: B 1027 RESET 1959
 AX0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0240+STABILITY: SURFACE MOTION
 AX0240
 AX0240  HISTORY     - Date     Condition        Report By
 AX0240  HISTORY     - 1959     MONUMENTED       TXHD
 AX0240  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 AX0240
 AX0240                          STATION DESCRIPTION
 AX0240
 AX0240'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AX0240'2.45 MI SE FROM PETERS.
 AX0240'THE MARK IS LOCATED 1.65 MILES SOUTHEAST ALONG THE GULF, COLORADO AND
 AX0240'SANTA FE RAILROAD FROM THE STATION SIGN AT PETERS, THENCE 0.8 MILE
 AX0240'NORTH ALONG TEXAS HIGHWAY DEPARTMENT FM ROAD NO. 331-49 FEET NORTHWEST
 AX0240'OF THE CENTERLINE OF FM 331 - 1 FOOT NORTHEAST OF A FENCE 1.5 FOOT
 AX0240'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST 0.3
 AX0240'FOOT ABOVE THE GROUND.
 AX0240
 AX0240                          STATION RECOVERY (1999)
 AX0240
 AX0240'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0150 ***********************************************************************
 BM0150  DESIGNATION -  B 1028
 BM0150  PID         -  BM0150
 BM0150  STATE/COUNTY-  TX/WALLER
 BM0150  USGS QUAD   -  HEMPSTEAD (1980)
 BM0150
 BM0150                         *CURRENT SURVEY CONTROL
 BM0150  ___________________________________________________________________
 BM0150* NAD 83(1986)-  30 00 42.     (N)    096 02 10.     (W)     SCALED    
 BM0150* NAVD 88     -        57.81   (+/-2cm)     189.7    (feet)  VERTCON   
 BM0150  ___________________________________________________________________
 BM0150  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BM0150
 BM0150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0150
 BM0150.The horizontal coordinates were scaled from a topographic map and have
 BM0150.an estimated accuracy of +/- 6 seconds.
 BM0150
 BM0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0150.The vertical order pertains to the NGVD 29 superseded value.
 BM0150
 BM0150.The geoid height was determined by GEOID03.
 BM0150
 BM0150;                    North         East    Units  Estimated Accuracy
 BM0150;SPC TXSC     - 4,245,050.      885,890.      MT  (+/- 180 meters Scaled)
 BM0150
 BM0150                          SUPERSEDED SURVEY CONTROL
 BM0150
 BM0150  NGVD 29 (??/??/92)   57.800  (m)          189.63   (f) ADJ UNCH    2 0
 BM0150
 BM0150.Superseded values are not recommended for survey control.
 BM0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0150.See file dsdata.txt to determine how the superseded data were derived.
 BM0150
 BM0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU858237(NAD 83)
 BM0150_MARKER: DB = BENCH MARK DISK
 BM0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0150_STAMPING: B 1028 1954
 BM0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0150+STABILITY: SURFACE MOTION
 BM0150
 BM0150  HISTORY     - Date     Condition        Report By
 BM0150  HISTORY     - 1954     MONUMENTED       CGS
 BM0150  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0150  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0150  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 BM0150
 BM0150                          STATION DESCRIPTION
 BM0150
 BM0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0150'7.35 MI S FROM HEMPSTEAD.
 BM0150'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BM0150'HEMPSTEAD, THENCE 4.9 MILES SOUTH ALONG FARM ROAD 359, 0.1 MILE NORTH
 BM0150'OF A GRAVELED ROAD LEADING EAST, 50 FEET EAST OF THE CENTER LINE OF
 BM0150'THE FARM ROAD, 1.8 FEET WEST OF A FENCE, 2.6 FEET SOUTH OF A WITNESS
 BM0150'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BM0150'THE GROUND.
 BM0150
 BM0150                          STATION RECOVERY (1991)
 BM0150
 BM0150'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0150'MARK NOT FOUND.
 BM0150
 BM0150                          STATION RECOVERY (1999)
 BM0150
 BM0150'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0150'MARK NOT FOUND.
 BM0150
 BM0150                          STATION RECOVERY (2004)
 BM0150
 BM0150'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0150'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0146 ***********************************************************************
 BM0146  DESIGNATION -  B 1029
 BM0146  PID         -  BM0146
 BM0146  STATE/COUNTY-  TX/WALLER
 BM0146  USGS QUAD   -  HEMPSTEAD (1980)
 BM0146
 BM0146                         *CURRENT SURVEY CONTROL
 BM0146  ___________________________________________________________________
 BM0146* NAD 83(1986)-  30 04 49.     (N)    096 01 25.     (W)     SCALED    
 BM0146* NAVD 88     -        76.00   (+/-2cm)     249.3    (feet)  VERTCON   
 BM0146  ___________________________________________________________________
 BM0146  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BM0146
 BM0146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0146
 BM0146.The horizontal coordinates were scaled from a topographic map and have
 BM0146.an estimated accuracy of +/- 6 seconds.
 BM0146
 BM0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0146.The vertical order pertains to the NGVD 29 superseded value.
 BM0146
 BM0146.The geoid height was determined by GEOID03.
 BM0146
 BM0146;                    North         East    Units  Estimated Accuracy
 BM0146;SPC TXSC     - 4,252,680.      886,900.      MT  (+/- 180 meters Scaled)
 BM0146
 BM0146                          SUPERSEDED SURVEY CONTROL
 BM0146
 BM0146  NGVD 29 (??/??/92)   75.99   (m)          249.3    (f) COMPUTED    2 0
 BM0146
 BM0146.Superseded values are not recommended for survey control.
 BM0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0146.See file dsdata.txt to determine how the superseded data were derived.
 BM0146
 BM0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU868314(NAD 83)
 BM0146_MARKER: DB = BENCH MARK DISK
 BM0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0146_STAMPING: B 1029 1954
 BM0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0146+STABILITY: SURFACE MOTION
 BM0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0146+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 BM0146
 BM0146  HISTORY     - Date     Condition        Report By
 BM0146  HISTORY     - 1954     MONUMENTED       CGS
 BM0146  HISTORY     - 19910726 GOOD             USPSQD
 BM0146  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0146  HISTORY     - 20041016 GOOD             USPSQD
 BM0146  HISTORY     - 20060402 GOOD             GEOCAC
 BM0146
 BM0146                          STATION DESCRIPTION
 BM0146
 BM0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0146'3.35 MI E FROM HEMPSTEAD.
 BM0146'3.35 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BM0146'HEMPSTEAD, 51 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.15 MILE
 BM0146'EAST OF A ROADSIDE PARK, 1.7 FEET SOUTH OF A FENCE, 3 FEET EAST OF A
 BM0146'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BM0146'FOOT ABOVE THE GROUND.
 BM0146
 BM0146                          STATION RECOVERY (1991)
 BM0146
 BM0146'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0146'RECOVERED IN GOOD CONDITION.
 BM0146
 BM0146                          STATION RECOVERY (1999)
 BM0146
 BM0146'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0146'MARK NOT FOUND.
 BM0146
 BM0146                          STATION RECOVERY (2004)
 BM0146
 BM0146'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0146'ORANGE TAPE AT THE MARK.
 BM0146
 BM0146                          STATION RECOVERY (2006)
 BM0146
 BM0146'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 BM0146'FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0186 ***********************************************************************
 BM0186  DESIGNATION -  B 1030
 BM0186  PID         -  BM0186
 BM0186  STATE/COUNTY-  TX/AUSTIN
 BM0186  USGS QUAD   -  BUCKHORN (1989)
 BM0186
 BM0186                         *CURRENT SURVEY CONTROL
 BM0186  ___________________________________________________________________
 BM0186* NAD 83(1986)-  30 02 57.     (N)    096 13 35.     (W)     SCALED    
 BM0186* NAVD 88     -        73.01   (+/-2cm)     239.5    (feet)  VERTCON   
 BM0186  ___________________________________________________________________
 BM0186  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BM0186
 BM0186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0186
 BM0186.The horizontal coordinates were scaled from a topographic map and have
 BM0186.an estimated accuracy of +/- 6 seconds.
 BM0186
 BM0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0186.The vertical order pertains to the NGVD 29 superseded value.
 BM0186
 BM0186.The geoid height was determined by GEOID03.
 BM0186
 BM0186;                    North         East    Units  Estimated Accuracy
 BM0186;SPC TXSC     - 4,248,750.      867,440.      MT  (+/- 180 meters Scaled)
 BM0186
 BM0186                          SUPERSEDED SURVEY CONTROL
 BM0186
 BM0186  NGVD 29 (??/??/92)   72.982  (m)          239.44   (f) ADJ UNCH    2 0
 BM0186
 BM0186.Superseded values are not recommended for survey control.
 BM0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0186.See file dsdata.txt to determine how the superseded data were derived.
 BM0186
 BM0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU674274(NAD 83)
 BM0186_MARKER: DB = BENCH MARK DISK
 BM0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0186_STAMPING: B 1030 1954
 BM0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0186+STABILITY: SURFACE MOTION
 BM0186
 BM0186  HISTORY     - Date     Condition        Report By
 BM0186  HISTORY     - 1954     MONUMENTED       CGS
 BM0186  HISTORY     - 19991021 POOR             USPSQD
 BM0186
 BM0186                          STATION DESCRIPTION
 BM0186
 BM0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0186'7.65 MI NW FROM COCHRAN.
 BM0186'0.5 MILE NORTH ALONG AN OILED ROAD FROM THE GRADE SCHOOL AT COCHRAN,
 BM0186'THENCE 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 159, THENCE 2.3 MILES
 BM0186'NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTH ALONG A DIRT
 BM0186'ROAD, THENCE 1.55 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.6 MILE
 BM0186'SOUTHWEST ALONG FARM ROAD 1456, THENCE 0.9 MILE NORTH ALONG A GRAVELED
 BM0186'ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 24 FEET SOUTH OF THE
 BM0186'CENTER LINE OF A ROAD, 58 FEET EAST OF THE CENTER OF A WOODEN GATE,
 BM0186'2.7 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE
 BM0186'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0186
 BM0186                          STATION RECOVERY (1999)
 BM0186
 BM0186'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0186'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1566 ***********************************************************************
 BL1566  DESIGNATION -  B 1031
 BL1566  PID         -  BL1566
 BL1566  STATE/COUNTY-  TX/HARRIS
 BL1566  USGS QUAD   -  WALLER (1980)
 BL1566
 BL1566                         *CURRENT SURVEY CONTROL
 BL1566  ___________________________________________________________________
 BL1566* NAD 83(1986)-  30 03 57.     (N)    095 55 17.     (W)     SCALED    
 BL1566* NAVD 88     -        81.44   (+/-2cm)     267.2    (feet)  VERTCON   
 BL1566  ___________________________________________________________________
 BL1566  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL1566
 BL1566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1566
 BL1566.The horizontal coordinates were scaled from a topographic map and have
 BL1566.an estimated accuracy of +/- 6 seconds.
 BL1566
 BL1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1566.The vertical order pertains to the NGVD 29 superseded value.
 BL1566
 BL1566.The geoid height was determined by GEOID03.
 BL1566
 BL1566;                    North         East    Units  Estimated Accuracy
 BL1566;SPC TXSC     - 4,251,330.      896,800.      MT  (+/- 180 meters Scaled)
 BL1566
 BL1566                          SUPERSEDED SURVEY CONTROL
 BL1566
 BL1566  NGVD 29 (??/??/92)   81.422  (m)          267.13   (f) ADJ UNCH    2 0
 BL1566
 BL1566.Superseded values are not recommended for survey control.
 BL1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1566.See file dsdata.txt to determine how the superseded data were derived.
 BL1566
 BL1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP183296(NAD 83)
 BL1566_MARKER: DB = BENCH MARK DISK
 BL1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1566_STAMPING: B 1031 1954
 BL1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1566+STABILITY: SURFACE MOTION
 BL1566
 BL1566  HISTORY     - Date     Condition        Report By
 BL1566  HISTORY     - 1954     MONUMENTED       CGS
 BL1566  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1566  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1566  HISTORY     - 19931107 MARK NOT FOUND   USPSQD
 BL1566  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1566
 BL1566                          STATION DESCRIPTION
 BL1566
 BL1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1566'1.0 MI N FROM WALLER.
 BL1566'0.35 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1566'RAILROAD STATION AT WALLER, THENCE 0.65 MILE NORTH ALONG THE FIELDS
 BL1566'STORE ROAD, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 50 FEET NORTH
 BL1566'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 2.2 FEET EAST OF A FENCE,
 BL1566'2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BL1566'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1566
 BL1566                          STATION RECOVERY (1978)
 BL1566
 BL1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1566'NOT RECOVERED.  NOTE=A PARKING LOT HAS BEEN PUT IN AREA OF
 BL1566'DESCRIPTION OF BENCH MARK, BELIEVED TO HAVE BEEN GRADED AWAY.
 BL1566
 BL1566                          STATION RECOVERY (1987)
 BL1566
 BL1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1566'MARK NOT FOUND.
 BL1566
 BL1566                          STATION RECOVERY (1993)
 BL1566
 BL1566'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1566'MARK NOT FOUND.
 BL1566
 BL1566                          STATION RECOVERY (2005)
 BL1566
 BL1566'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWB)
 BL1566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1501 ***********************************************************************
 BL1501  DESIGNATION -  B 1032
 BL1501  PID         -  BL1501
 BL1501  STATE/COUNTY-  TX/GRIMES
 BL1501  USGS QUAD   -  WALLER NW (1980)
 BL1501
 BL1501                         *CURRENT SURVEY CONTROL
 BL1501  ___________________________________________________________________
 BL1501* NAD 83(1986)-  30 14 44.     (N)    095 57 24.     (W)     SCALED    
 BL1501* NAVD 88     -        97.11   (+/-2cm)     318.6    (feet)  VERTCON   
 BL1501  ___________________________________________________________________
 BL1501  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL1501
 BL1501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1501
 BL1501.The horizontal coordinates were scaled from a topographic map and have
 BL1501.an estimated accuracy of +/- 6 seconds.
 BL1501
 BL1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1501.The vertical order pertains to the NGVD 29 superseded value.
 BL1501
 BL1501.The geoid height was determined by GEOID03.
 BL1501
 BL1501;                    North         East    Units  Estimated Accuracy
 BL1501;SPC TX C     - 3,072,460.    1,121,120.      MT  (+/- 180 meters Scaled)
 BL1501
 BL1501                          SUPERSEDED SURVEY CONTROL
 BL1501
 BL1501  NGVD 29 (??/??/92)   97.09   (m)          318.5    (f) COMPUTED    2 0
 BL1501
 BL1501.Superseded values are not recommended for survey control.
 BL1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1501.See file dsdata.txt to determine how the superseded data were derived.
 BL1501
 BL1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP154496(NAD 83)
 BL1501_MARKER: DB = BENCH MARK DISK
 BL1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1501_STAMPING: B 1032 1954
 BL1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1501+STABILITY: SURFACE MOTION
 BL1501
 BL1501  HISTORY     - Date     Condition        Report By
 BL1501  HISTORY     - 1954     MONUMENTED       CGS
 BL1501  HISTORY     - 1959     MARK NOT FOUND   USGS
 BL1501  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1501  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1501
 BL1501                          STATION DESCRIPTION
 BL1501
 BL1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1501'15.05 MI S FROM NAVASOTA.
 BL1501'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1501'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1501'GRAVELED ROAD, THENCE 2.9 MILES SOUTH ALONG FARM ROAD 245, THENCE 1.35
 BL1501'MILES SOUTH ALONG A DIRT ROAD, 240 FEET SOUTHEAST OF THE CENTER LINE
 BL1501'OF A TRACK ROAD LEADING SOUTHWEST, 21 FEET SOUTHWEST OF THE CENTER
 BL1501'LINE OF THE DIRT ROAD, 1.8 FEET SOUTHEAST OF A WITNESS POST, SET IN
 BL1501'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BL1501
 BL1501                          STATION RECOVERY (1959)
 BL1501
 BL1501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BL1501'MARK NOT FOUND.
 BL1501
 BL1501                          STATION RECOVERY (1994)
 BL1501
 BL1501'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1501'MARK NOT FOUND.
 BL1501
 BL1501                          STATION RECOVERY (1999)
 BL1501
 BL1501'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1504 ***********************************************************************
 BL1504  DESIGNATION -  B 1033
 BL1504  PID         -  BL1504
 BL1504  STATE/COUNTY-  TX/WALLER
 BL1504  USGS QUAD   -  WALLER NW (1980)
 BL1504
 BL1504                         *CURRENT SURVEY CONTROL
 BL1504  ___________________________________________________________________
 BL1504* NAD 83(1986)-  30 12 28.     (N)    095 56 15.     (W)     SCALED    
 BL1504* NAVD 88     -        85.60   (+/-2cm)     280.8    (feet)  VERTCON   
 BL1504  ___________________________________________________________________
 BL1504  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BL1504
 BL1504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1504
 BL1504.The horizontal coordinates were scaled from a topographic map and have
 BL1504.an estimated accuracy of +/- 6 seconds.
 BL1504
 BL1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1504.The vertical order pertains to the NGVD 29 superseded value.
 BL1504
 BL1504.The geoid height was determined by GEOID03.
 BL1504
 BL1504;                    North         East    Units  Estimated Accuracy
 BL1504;SPC TXSC     - 4,267,020.      894,830.      MT  (+/- 180 meters Scaled)
 BL1504
 BL1504                          SUPERSEDED SURVEY CONTROL
 BL1504
 BL1504  NGVD 29 (??/??/92)   85.582  (m)          280.78   (f) ADJ UNCH    2 0
 BL1504
 BL1504.Superseded values are not recommended for survey control.
 BL1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1504.See file dsdata.txt to determine how the superseded data were derived.
 BL1504
 BL1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP172454(NAD 83)
 BL1504_MARKER: DB = BENCH MARK DISK
 BL1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1504_STAMPING: B 1033 1954
 BL1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1504+STABILITY: SURFACE MOTION
 BL1504
 BL1504  HISTORY     - Date     Condition        Report By
 BL1504  HISTORY     - 1954     MONUMENTED       CGS
 BL1504  HISTORY     - 19990718 MARK NOT FOUND   USPSQD
 BL1504
 BL1504                          STATION DESCRIPTION
 BL1504
 BL1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1504'18.05 MI S FROM NAVASOTA.
 BL1504'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1504'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1504'GRAVELED ROAD, THENCE 2.9 MILES SOUTH ALONG FARM ROAD 245, THENCE 2.05
 BL1504'MILES SOUTH ALONG A DIRT ROAD, THENCE 2.3 MILES SOUTH ALONG AN OILED
 BL1504'ROAD, AT A 0.2 MILE JOG IN THE ROAD, 38 FEET NORTH OF THE CENTER LINE
 BL1504'OF AN OILED ROAD, 165 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD,
 BL1504'2 FEET SOUTH OF A FENCE, 2.2 FEET EAST OF A WITNESS POST, SET IN THE
 BL1504'TOP OF OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BL1504
 BL1504                          STATION RECOVERY (1999)
 BL1504
 BL1504'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0632 ***********************************************************************
 BM0632  DESIGNATION -  B 1034
 BM0632  PID         -  BM0632
 BM0632  STATE/COUNTY-  TX/WILLIAMSON
 BM0632  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0632
 BM0632                         *CURRENT SURVEY CONTROL
 BM0632  ___________________________________________________________________
 BM0632* NAD 83(1986)-  30 29 10.     (N)    097 41 59.     (W)     SCALED    
 BM0632* NAVD 88     -       239.406  (meters)     785.45   (feet)  ADJUSTED  
 BM0632  ___________________________________________________________________
 BM0632  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BM0632  DYNAMIC HT  -         239.080 (meters)     784.38  (feet)  COMP
 BM0632  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 BM0632
 BM0632  VERT ORDER  -  SECOND    CLASS 0
 BM0632
 BM0632.The horizontal coordinates were scaled from a topographic map and have
 BM0632.an estimated accuracy of +/- 6 seconds.
 BM0632
 BM0632.The orthometric height was determined by differential leveling
 BM0632.and adjusted by the National Geodetic Survey in June 1991..
 BM0632
 BM0632.The geoid height was determined by GEOID03.
 BM0632
 BM0632.The dynamic height is computed by dividing the NAVD 88
 BM0632.geopotential number by the normal gravity value computed on the
 BM0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0632.degrees latitude (g = 980.6199 gals.).
 BM0632
 BM0632.The modeled gravity was interpolated from observed gravity values.
 BM0632
 BM0632;                    North         East    Units  Estimated Accuracy
 BM0632;SPC TX C     - 3,093,830.      952,820.      MT  (+/- 180 meters Scaled)
 BM0632
 BM0632                          SUPERSEDED SURVEY CONTROL
 BM0632
 BM0632  NGVD 29 (??/??/92)  239.332  (m)          785.21   (f) ADJ UNCH    2 0
 BM0632
 BM0632.Superseded values are not recommended for survey control.
 BM0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0632.See file dsdata.txt to determine how the superseded data were derived.
 BM0632
 BM0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU247733(NAD 83)
 BM0632_MARKER: DB = BENCH MARK DISK
 BM0632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0632_SP_SET: ABUTMENT
 BM0632_STAMPING: B 1034 1954
 BM0632_MARK LOGO: CGS   
 BM0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0632
 BM0632  HISTORY     - Date     Condition        Report By
 BM0632  HISTORY     - 1954     MONUMENTED       CGS
 BM0632  HISTORY     - 1980     GOOD             NGS
 BM0632  HISTORY     - 19860424 MARK NOT FOUND   USGS
 BM0632  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0632
 BM0632                          STATION DESCRIPTION
 BM0632
 BM0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0632'2.55 MI N FROM MCNEIL.
 BM0632'2.55 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0632'FROM THE STATION AT MCNEIL, 3 POLES SOUTH OF MILEPOST 163-10, 5.9 FEET
 BM0632'WEST OF THE WEST RAIL, 1.05 MILES SOUTH OF BENCH MARK C 1034, SET IN
 BM0632'THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE
 BM0632'163-3.
 BM0632
 BM0632                          STATION RECOVERY (1980)
 BM0632
 BM0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0632'RECOVERED IN GOOD CONDITION.
 BM0632
 BM0632                          STATION RECOVERY (1986)
 BM0632
 BM0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0632'MARK NOT FOUND.
 BM0632
 BM0632                          STATION RECOVERY (1990)
 BM0632
 BM0632'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0734 ***********************************************************************
 BM0734  DESIGNATION -  B 1035
 BM0734  PID         -  BM0734
 BM0734  STATE/COUNTY-  TX/WILLIAMSON
 BM0734  USGS QUAD   -  WEIR (1982)
 BM0734
 BM0734                         *CURRENT SURVEY CONTROL
 BM0734  ___________________________________________________________________
 BM0734* NAD 83(1986)-  30 40 21.     (N)    097 35 58.     (W)     SCALED    
 BM0734* NAVD 88     -       204.810  (meters)     671.95   (feet)  ADJUSTED  
 BM0734  ___________________________________________________________________
 BM0734  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BM0734  DYNAMIC HT  -         204.535 (meters)     671.05  (feet)  COMP
 BM0734  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 BM0734
 BM0734  VERT ORDER  -  FIRST     CLASS II
 BM0734
 BM0734.The horizontal coordinates were scaled from a topographic map and have
 BM0734.an estimated accuracy of +/- 6 seconds.
 BM0734
 BM0734.The orthometric height was determined by differential leveling
 BM0734.and adjusted by the National Geodetic Survey in June 1991..
 BM0734
 BM0734.The geoid height was determined by GEOID03.
 BM0734
 BM0734.The dynamic height is computed by dividing the NAVD 88
 BM0734.geopotential number by the normal gravity value computed on the
 BM0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0734.degrees latitude (g = 980.6199 gals.).
 BM0734
 BM0734.The modeled gravity was interpolated from observed gravity values.
 BM0734
 BM0734;                    North         East    Units  Estimated Accuracy
 BM0734;SPC TX C     - 3,114,720.      961,930.      MT  (+/- 180 meters Scaled)
 BM0734
 BM0734                          SUPERSEDED SURVEY CONTROL
 BM0734
 BM0734  NGVD 29 (??/??/92)  204.711  (m)          671.62   (f) ADJ UNCH    1 2
 BM0734
 BM0734.Superseded values are not recommended for survey control.
 BM0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0734.See file dsdata.txt to determine how the superseded data were derived.
 BM0734
 BM0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU341941(NAD 83)
 BM0734_MARKER: DB = BENCH MARK DISK
 BM0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0734_STAMPING: B 1035 1954
 BM0734_MARK LOGO: CGS   
 BM0734_PROJECTION: PROJECTING 10 CENTIMETERS
 BM0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0734+STABILITY: SURFACE MOTION
 BM0734
 BM0734  HISTORY     - Date     Condition        Report By
 BM0734  HISTORY     - 1954     MONUMENTED       CGS
 BM0734  HISTORY     - 1980     GOOD             NGS
 BM0734  HISTORY     - 1990     GOOD             USPSQD
 BM0734  HISTORY     - 19991231 GOOD             USPSQD
 BM0734
 BM0734                          STATION DESCRIPTION
 BM0734
 BM0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0734'0.75 MI W FROM WEIR.
 BM0734'0.75 MILE WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 BM0734'FROM THE STATION AT WEIR, 2 1/2 POLES WEST OF MILEPOST 918, 47 FEET
 BM0734'SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 33.2 FEET SOUTH OF
 BM0734'THE SOUTH RAIL, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BM0734'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0734
 BM0734                          STATION RECOVERY (1980)
 BM0734
 BM0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0734'1.2 KM (0.75 MI) SOUTHWEST ALONG FARM ROAD 971 FROM THE JUNCTION OF
 BM0734'FARM ROAD 1105 IN WEIR, AT THE JUNCTION OF A DIRT ROAD, 38.1 METERS
 BM0734'(125 FT) SOUTH OF THE CENTERLINE OF THE FARM ROAD, 45.7 METERS
 BM0734'(150 FT) WEST OF MILE MARKER 918, 10.4 METERS (34.0 FT) EAST OF THE
 BM0734'CENTERLINE OF THE DIRT ROAD, 10.2 METERS (33.5 FT) SOUTH OF THE SOUTH
 BM0734'RAIL OF THE MISSOURI KANSAS AND TEXAS RAILROAD, 9.1 METERS (30.5 FT)
 BM0734'NORTHEAST OF A TELEPHONE POLE.
 BM0734'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BM0734'THE MARK IS 1.0 M ABOVE THE TRACKS.
 BM0734
 BM0734                          STATION RECOVERY (1990)
 BM0734
 BM0734'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0734'RECOVERED IN GOOD CONDITION.
 BM0734
 BM0734                          STATION RECOVERY (1999)
 BM0734
 BM0734'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0217 ***********************************************************************
 DN0217  DESIGNATION -  B 1036
 DN0217  PID         -  DN0217
 DN0217  STATE/COUNTY-  TX/HUNT
 DN0217  USGS QUAD   -  GREENVILLE NW (1962)
 DN0217
 DN0217                         *CURRENT SURVEY CONTROL
 DN0217  ___________________________________________________________________
 DN0217* NAD 83(1986)-  33 08 26.     (N)    096 10 00.     (W)     SCALED    
 DN0217* NAVD 88     -       175.542  (meters)     575.92   (feet)  ADJUSTED  
 DN0217  ___________________________________________________________________
 DN0217  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 DN0217  DYNAMIC HT  -         175.351 (meters)     575.30  (feet)  COMP
 DN0217  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 DN0217
 DN0217  VERT ORDER  -  SECOND    CLASS 0
 DN0217
 DN0217.The horizontal coordinates were scaled from a topographic map and have
 DN0217.an estimated accuracy of +/- 6 seconds.
 DN0217
 DN0217.The orthometric height was determined by differential leveling
 DN0217.and adjusted by the National Geodetic Survey in June 1991..
 DN0217
 DN0217.The geoid height was determined by GEOID03.
 DN0217
 DN0217.The dynamic height is computed by dividing the NAVD 88
 DN0217.geopotential number by the normal gravity value computed on the
 DN0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0217.degrees latitude (g = 980.6199 gals.).
 DN0217
 DN0217.The modeled gravity was interpolated from observed gravity values.
 DN0217
 DN0217;                    North         East    Units  Estimated Accuracy
 DN0217;SPC TXNC     - 2,165,860.      817,670.      MT  (+/- 180 meters Scaled)
 DN0217
 DN0217                          SUPERSEDED SURVEY CONTROL
 DN0217
 DN0217  NGVD 29 (??/??/92)  175.516  (m)          575.84   (f) ADJ UNCH    2 0
 DN0217
 DN0217.Superseded values are not recommended for survey control.
 DN0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0217.See file dsdata.txt to determine how the superseded data were derived.
 DN0217
 DN0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB643704(NAD 83)
 DN0217_MARKER: DB = BENCH MARK DISK
 DN0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0217_STAMPING: B 1036 1954
 DN0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0217+STABILITY: SURFACE MOTION
 DN0217
 DN0217  HISTORY     - Date     Condition        Report By
 DN0217  HISTORY     - 1954     MONUMENTED       CGS
 DN0217  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0217
 DN0217                          STATION DESCRIPTION
 DN0217
 DN0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0217'3.4 MI W FROM GREENVILLE.
 DN0217'3.4 MILES WEST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0217'THE STATION AT GREENVILLE, 4 POLES EAST OF MILEPOST 174, 36.5 FEET
 DN0217'SOUTH OF THE SOUTH RAIL, 5 FEET EAST OF A TELEPHONE POLE, 3 FEET WEST
 DN0217'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DN0217'0.6 FOOT ABOVE THE GROUND.
 DN0217
 DN0217                          STATION RECOVERY (1994)
 DN0217
 DN0217'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1747 ***********************************************************************
 BK1747  DESIGNATION -  B 1037
 BK1747  PID         -  BK1747
 BK1747  STATE/COUNTY-  TX/ORANGE
 BK1747  USGS QUAD   -  ORANGE (1996)
 BK1747
 BK1747                         *CURRENT SURVEY CONTROL
 BK1747  ___________________________________________________________________
 BK1747* NAD 83(1986)-  30 06 17.     (N)    093 44 28.     (W)     SCALED    
 BK1747* NAVD 88     -         4.03   (+/-2cm)      13.2    (feet)  VERTCON   
 BK1747  ___________________________________________________________________
 BK1747  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK1747
 BK1747  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1747
 BK1747.The horizontal coordinates were scaled from a topographic map and have
 BK1747.an estimated accuracy of +/- 6 seconds.
 BK1747
 BK1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1747.The vertical order pertains to the NGVD 29 superseded value.
 BK1747
 BK1747.The geoid height was determined by GEOID03.
 BK1747
 BK1747;                    North         East    Units  Estimated Accuracy
 BK1747;SPC TX C     - 3,067,380.    1,335,020.      MT  (+/- 180 meters Scaled)
 BK1747
 BK1747                          SUPERSEDED SURVEY CONTROL
 BK1747
 BK1747  NGVD 29 (??/??/??)    3.979  (m)           13.05   (f) ADJUSTED    1 2
 BK1747
 BK1747.Superseded values are not recommended for survey control.
 BK1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1747.See file dsdata.txt to determine how the superseded data were derived.
 BK1747
 BK1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP285306(NAD 83)
 BK1747_MARKER: DB = BENCH MARK DISK
 BK1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1747_STAMPING: B 1037 1955
 BK1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1747+STABILITY: SURFACE MOTION
 BK1747
 BK1747  HISTORY     - Date     Condition        Report By
 BK1747  HISTORY     - 1955     MONUMENTED       CGS
 BK1747  HISTORY     - 1972     MARK NOT FOUND   NGS
 BK1747  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1747  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1747  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BK1747  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BK1747  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BK1747  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1747  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1747
 BK1747                          STATION DESCRIPTION
 BK1747
 BK1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1747'0.8 MI N FROM ORANGE.
 BK1747'0.8 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BK1747'STATION AT ORANGE, AT THE CROSSING OF BURTON STREET, 5 1/2 POLES NORTH
 BK1747'OF MILEPOST 256, 58 FEET SOUTH OF THE CENTERLINE OF BURTON STREET,
 BK1747'15.7 FEET EAST OF THE EAST RAIL, 18 FEET SOUTH OF THE SE CORNER OF THE
 BK1747'BASE OF SEMAPHORE 255.8, 7.5 FEET WEST OF A WITNESS POST, SET IN THE
 BK1747'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BK1747
 BK1747                          STATION RECOVERY (1988)
 BK1747
 BK1747'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BK1747'MARK NOT FOUND.
 BK1747
 BK1747                          STATION RECOVERY (1988)
 BK1747
 BK1747'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1747'MARK NOT FOUND.
 BK1747
 BK1747                          STATION RECOVERY (1989)
 BK1747
 BK1747'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1747'MARK NOT FOUND.
 BK1747
 BK1747                          STATION RECOVERY (1989)
 BK1747
 BK1747'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BK1747'MARK NOT FOUND.
 BK1747
 BK1747                          STATION RECOVERY (1990)
 BK1747
 BK1747'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BK1747'MARK NOT FOUND.
 BK1747
 BK1747                          STATION RECOVERY (1996)
 BK1747
 BK1747'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1747'MARK NOT FOUND.
 BK1747
 BK1747                          STATION RECOVERY (2001)
 BK1747
 BK1747'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0226 ***********************************************************************
 EO0226  DESIGNATION -  B 1038
 EO0226  PID         -  EO0226
 EO0226  STATE/COUNTY-  TX/PARMER
 EO0226  USGS QUAD   -  PARMERTON (1965)
 EO0226
 EO0226                         *CURRENT SURVEY CONTROL
 EO0226  ___________________________________________________________________
 EO0226* NAD 83(1986)-  34 31 26.     (N)    102 50 27.     (W)     SCALED    
 EO0226* NAVD 88     -      1238.081  (meters)    4061.94   (feet)  ADJUSTED  
 EO0226  ___________________________________________________________________
 EO0226  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 EO0226  DYNAMIC HT  -        1236.472 (meters)    4056.66  (feet)  COMP
 EO0226  MODELED GRAV-     979,293.3   (mgal)                       NAVD 88
 EO0226
 EO0226  VERT ORDER  -  FIRST     CLASS II
 EO0226
 EO0226.The horizontal coordinates were scaled from a topographic map and have
 EO0226.an estimated accuracy of +/- 6 seconds.
 EO0226
 EO0226.The orthometric height was determined by differential leveling
 EO0226.and adjusted by the National Geodetic Survey in June 1991..
 EO0226
 EO0226.The geoid height was determined by GEOID03.
 EO0226
 EO0226.The dynamic height is computed by dividing the NAVD 88
 EO0226.geopotential number by the normal gravity value computed on the
 EO0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0226.degrees latitude (g = 980.6199 gals.).
 EO0226
 EO0226.The modeled gravity was interpolated from observed gravity values.
 EO0226
 EO0226;                    North         East    Units  Estimated Accuracy
 EO0226;SPC TX N     - 1,058,960.       76,890.      MT  (+/- 180 meters Scaled)
 EO0226
 EO0226                          SUPERSEDED SURVEY CONTROL
 EO0226
 EO0226  NGVD 29 (??/??/92) 1237.532  (m)         4060.14   (f) ADJ UNCH    1 2
 EO0226
 EO0226.Superseded values are not recommended for survey control.
 EO0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0226.See file dsdata.txt to determine how the superseded data were derived.
 EO0226
 EO0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU981223(NAD 83)
 EO0226_MARKER: DB = BENCH MARK DISK
 EO0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0226_SP_SET: CULVERT
 EO0226_STAMPING: B 1038 1958
 EO0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0226
 EO0226  HISTORY     - Date     Condition        Report By
 EO0226  HISTORY     - 1958     MONUMENTED       CGS
 EO0226
 EO0226                          STATION DESCRIPTION
 EO0226
 EO0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0226'3.5 MI E FROM BOVINA.
 EO0226'ABOUT 0.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0226'FROM THE STATION AT BOVINA, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG
 EO0226'FARM ROAD 1731, THENCE ABOUT 2.55 MILE EAST ALONG STATE HIGHWAY 86, IN
 EO0226'THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT,
 EO0226'22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 EO0226'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0192 ***********************************************************************
 EO0192  DESIGNATION -  B 1039
 EO0192  PID         -  EO0192
 EO0192  STATE/COUNTY-  TX/PARMER
 EO0192  USGS QUAD   -  SUMMERFIELD (1966)
 EO0192
 EO0192                         *CURRENT SURVEY CONTROL
 EO0192  ___________________________________________________________________
 EO0192* NAD 83(1986)-  34 40 55.     (N)    102 36 42.     (W)     SCALED    
 EO0192* NAVD 88     -      1219.136  (meters)    3999.78   (feet)  ADJUSTED  
 EO0192  ___________________________________________________________________
 EO0192  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 EO0192  DYNAMIC HT  -        1217.573 (meters)    3994.65  (feet)  COMP
 EO0192  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 EO0192
 EO0192  VERT ORDER  -  FIRST     CLASS II
 EO0192
 EO0192.The horizontal coordinates were scaled from a topographic map and have
 EO0192.an estimated accuracy of +/- 6 seconds.
 EO0192
 EO0192.The orthometric height was determined by differential leveling
 EO0192.and adjusted by the National Geodetic Survey in June 1991..
 EO0192.WARNING-Repeat measurements at this control monument indicate possible
 EO0192.vertical movement.
 EO0192
 EO0192.The geoid height was determined by GEOID03.
 EO0192
 EO0192.The dynamic height is computed by dividing the NAVD 88
 EO0192.geopotential number by the normal gravity value computed on the
 EO0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0192.degrees latitude (g = 980.6199 gals.).
 EO0192
 EO0192.The modeled gravity was interpolated from observed gravity values.
 EO0192
 EO0192;                    North         East    Units  Estimated Accuracy
 EO0192;SPC TX N     - 1,076,230.       98,130.      MT  (+/- 180 meters Scaled)
 EO0192
 EO0192                          SUPERSEDED SURVEY CONTROL
 EO0192
 EO0192  NGVD 29 (??/??/92) 1218.602  (m)         3998.03   (f) ADJ UNCH    1 2
 EO0192
 EO0192.Superseded values are not recommended for survey control.
 EO0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0192.See file dsdata.txt to determine how the superseded data were derived.
 EO0192
 EO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU188403(NAD 83)
 EO0192_MARKER: DB = BENCH MARK DISK
 EO0192_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EO0192_STAMPING: B 1039 1958
 EO0192_MARK LOGO: CGS   
 EO0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0192+STABILITY: POSITION/ELEVATION WELL
 EO0192
 EO0192  HISTORY     - Date     Condition        Report By
 EO0192  HISTORY     - 1958     MONUMENTED       CGS
 EO0192  HISTORY     - 1984     GOOD             NGS
 EO0192
 EO0192                          STATION DESCRIPTION
 EO0192
 EO0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0192'0.2 MI SW FROM BLACK.
 EO0192'ABOUT 0.2 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0192'THE STATION AT BLACK, 4 1/2 TELEPHONE POLES NORTHEAST OF MILE POST
 EO0192'615, 100 FEET NORTHWEST OF THE NEAR RAIL OF THE MAIN TRACK, ABOUT 3
 EO0192'FEET ABOVE THE GROUND, AND SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 EO0192'MOST SOUTHERLY ONE AT THE WEST END OF A LARGE GROUP OF CONCRETE GRAIN
 EO0192'BINS.
 EO0192
 EO0192                          STATION RECOVERY (1984)
 EO0192
 EO0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0192'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.0 KM
 EO0192'(6.85 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0192'RAILROAD FROM THE STATION IN FRIONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0116 ***********************************************************************
 BO0116  DESIGNATION -  B 104
 BO0116  PID         -  BO0116
 BO0116  STATE/COUNTY-  TX/SUTTON
 BO0116  USGS QUAD   -  SONORA (1982)
 BO0116
 BO0116                         *CURRENT SURVEY CONTROL
 BO0116  ___________________________________________________________________
 BO0116* NAD 83(1986)-  30 34 20.     (N)    100 38 38.     (W)     SCALED    
 BO0116* NAVD 88     -       657.733  (meters)    2157.91   (feet)  ADJUSTED  
 BO0116  ___________________________________________________________________
 BO0116  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BO0116  DYNAMIC HT  -         656.768 (meters)    2154.75  (feet)  COMP
 BO0116  MODELED GRAV-     979,153.8   (mgal)                       NAVD 88
 BO0116
 BO0116  VERT ORDER  -  FIRST     CLASS II
 BO0116
 BO0116.The horizontal coordinates were scaled from a topographic map and have
 BO0116.an estimated accuracy of +/- 6 seconds.
 BO0116
 BO0116.The orthometric height was determined by differential leveling
 BO0116.and adjusted by the National Geodetic Survey in June 1991..
 BO0116
 BO0116.The geoid height was determined by GEOID03.
 BO0116
 BO0116.The dynamic height is computed by dividing the NAVD 88
 BO0116.geopotential number by the normal gravity value computed on the
 BO0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0116.degrees latitude (g = 980.6199 gals.).
 BO0116
 BO0116.The modeled gravity was interpolated from observed gravity values.
 BO0116
 BO0116;                    North         East    Units  Estimated Accuracy
 BO0116;SPC TX C     - 3,100,430.      670,210.      MT  (+/- 180 meters Scaled)
 BO0116
 BO0116                          SUPERSEDED SURVEY CONTROL
 BO0116
 BO0116  NGVD 29 (??/??/92)  657.542  (m)         2157.29   (f) ADJ UNCH    1 2
 BO0116
 BO0116.Superseded values are not recommended for survey control.
 BO0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0116.See file dsdata.txt to determine how the superseded data were derived.
 BO0116
 BO0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU423833(NAD 83)
 BO0116_MARKER: DB = BENCH MARK DISK
 BO0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0116_SP_SET: STEP
 BO0116_STAMPING: B 104 1932
 BO0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0116
 BO0116  HISTORY     - Date     Condition        Report By
 BO0116  HISTORY     - 1932     MONUMENTED       CGS
 BO0116  HISTORY     - 1958     GOOD             NGS
 BO0116
 BO0116                          STATION DESCRIPTION
 BO0116
 BO0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0116'IN SONORA.
 BO0116'AT SONORA, AT THE COUNTY COURTHOUSE, SET VERTICALLY IN THE WEST FACE
 BO0116'OF THE SOUTH STONE RAILING OF THE STEPS, 5 FEET SOUTH OF THE CENTER
 BO0116'LINE OF THE WEST ENTRANCE, ABOUT 6 INCHES ABOVE THE BOTTOM STONE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0035 ***********************************************************************
 EO0035  DESIGNATION -  B 1040
 EO0035  PID         -  EO0035
 EO0035  STATE/COUNTY-  TX/DEAF SMITH
 EO0035  USGS QUAD   -  HEREFORD SE (1971)
 EO0035
 EO0035                         *CURRENT SURVEY CONTROL
 EO0035  ___________________________________________________________________
 EO0035* NAD 83(1986)-  34 51 18.     (N)    102 18 45.     (W)     SCALED    
 EO0035* NAVD 88     -      1150.317  (meters)    3774.00   (feet)  ADJUSTED  
 EO0035  ___________________________________________________________________
 EO0035  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 EO0035  DYNAMIC HT  -        1148.871 (meters)    3769.25  (feet)  COMP
 EO0035  MODELED GRAV-     979,338.6   (mgal)                       NAVD 88
 EO0035
 EO0035  VERT ORDER  -  FIRST     CLASS II
 EO0035
 EO0035.The horizontal coordinates were scaled from a topographic map and have
 EO0035.an estimated accuracy of +/- 6 seconds.
 EO0035
 EO0035.The orthometric height was determined by differential leveling
 EO0035.and adjusted by the National Geodetic Survey in June 1991..
 EO0035.WARNING-Repeat measurements at this control monument indicate possible
 EO0035.vertical movement.
 EO0035
 EO0035.The geoid height was determined by GEOID03.
 EO0035
 EO0035.The dynamic height is computed by dividing the NAVD 88
 EO0035.geopotential number by the normal gravity value computed on the
 EO0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0035.degrees latitude (g = 980.6199 gals.).
 EO0035
 EO0035.The modeled gravity was interpolated from observed gravity values.
 EO0035
 EO0035;                    North         East    Units  Estimated Accuracy
 EO0035;SPC TX N     - 1,095,160.      125,700.      MT  (+/- 180 meters Scaled)
 EO0035
 EO0035                          SUPERSEDED SURVEY CONTROL
 EO0035
 EO0035  NGVD 29 (??/??/92) 1149.805  (m)         3772.32   (f) ADJ UNCH    1 2
 EO0035
 EO0035.Superseded values are not recommended for survey control.
 EO0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0035.See file dsdata.txt to determine how the superseded data were derived.
 EO0035
 EO0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU457602(NAD 83)
 EO0035_MARKER: DB = BENCH MARK DISK
 EO0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0035_STAMPING: B 1040 1958
 EO0035_MARK LOGO: CGS   
 EO0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0035+STABILITY: SURFACE MOTION
 EO0035
 EO0035  HISTORY     - Date     Condition        Report By
 EO0035  HISTORY     - 1958     MONUMENTED       CGS
 EO0035  HISTORY     - 1984     GOOD             NGS
 EO0035
 EO0035                          STATION DESCRIPTION
 EO0035
 EO0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0035'5.5 MI NE FROM HEREFORD.
 EO0035'ABOUT 5.5 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0035'FROM THE STATION AT HEREFORD, 106 FEET SOUTHEAST AND ACROSS THE TRACK
 EO0035'FROM MILE POST 594, ABOUT 0.75 MILE SOUTHWEST OF THE JOEL SIDING SIGN,
 EO0035'94 FEET SOUTHEAST OF THE NEAR RAIL OF THE MAIN TRACK, 11 1/2 FEET
 EO0035'SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A FENCE, 2 FEET
 EO0035'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE TRACK, AND
 EO0035'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 EO0035
 EO0035                          STATION RECOVERY (1984)
 EO0035
 EO0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0303 ***********************************************************************
 CR0303  DESIGNATION -  B 1041
 CR0303  PID         -  CR0303
 CR0303  STATE/COUNTY-  TX/CAMP
 CR0303  USGS QUAD   -  LEESBURG (1960)
 CR0303
 CR0303                         *CURRENT SURVEY CONTROL
 CR0303  ___________________________________________________________________
 CR0303* NAD 83(1986)-  32 59 34.     (N)    095 02 55.     (W)     SCALED    
 CR0303* NAVD 88     -       113.935  (meters)     373.80   (feet)  ADJUSTED  
 CR0303  ___________________________________________________________________
 CR0303  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CR0303  DYNAMIC HT  -         113.809 (meters)     373.39  (feet)  COMP
 CR0303  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 CR0303
 CR0303  VERT ORDER  -  FIRST     CLASS II
 CR0303
 CR0303.The horizontal coordinates were scaled from a topographic map and have
 CR0303.an estimated accuracy of +/- 6 seconds.
 CR0303
 CR0303.The orthometric height was determined by differential leveling
 CR0303.and adjusted by the National Geodetic Survey in June 1991..
 CR0303
 CR0303.The geoid height was determined by GEOID03.
 CR0303
 CR0303.The dynamic height is computed by dividing the NAVD 88
 CR0303.geopotential number by the normal gravity value computed on the
 CR0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0303.degrees latitude (g = 980.6199 gals.).
 CR0303
 CR0303.The modeled gravity was interpolated from observed gravity values.
 CR0303
 CR0303;                    North         East    Units  Estimated Accuracy
 CR0303;SPC TXNC     - 2,152,350.      922,470.      MT  (+/- 180 meters Scaled)
 CR0303
 CR0303                          SUPERSEDED SURVEY CONTROL
 CR0303
 CR0303  NGVD 29 (??/??/92)  113.950  (m)          373.85   (f) ADJ UNCH    1 2
 CR0303
 CR0303.Superseded values are not recommended for survey control.
 CR0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0303.See file dsdata.txt to determine how the superseded data were derived.
 CR0303
 CR0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS085523(NAD 83)
 CR0303_MARKER: DB = BENCH MARK DISK
 CR0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0303_STAMPING: B 1041 1954
 CR0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0303+STABILITY: SURFACE MOTION
 CR0303
 CR0303  HISTORY     - Date     Condition        Report By
 CR0303  HISTORY     - 1954     MONUMENTED       CGS
 CR0303
 CR0303                          STATION DESCRIPTION
 CR0303
 CR0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0303'4.7 MI W FROM PITTSBURG.
 CR0303'4.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0303'STATION AT PITTSBURG, 22.3 FEET NORTH OF THE NORTH RAIL, 12 FEET
 CR0303'NORTHWEST OF THE 1ST POLE EAST OF MILEPOST T - 103, 3 FEET SOUTH OF A
 CR0303'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CR0303'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0253 ***********************************************************************
 DM0253  DESIGNATION -  B 1042
 DM0253  PID         -  DM0253
 DM0253  STATE/COUNTY-  TX/MORRIS
 DM0253  USGS QUAD   -  DAINGERFIELD (1980)
 DM0253
 DM0253                         *CURRENT SURVEY CONTROL
 DM0253  ___________________________________________________________________
 DM0253* NAD 83(1986)-  33 01 40.     (N)    094 41 06.     (W)     SCALED    
 DM0253* NAVD 88     -       127.076  (meters)     416.92   (feet)  ADJUSTED  
 DM0253  ___________________________________________________________________
 DM0253  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DM0253  DYNAMIC HT  -         126.936 (meters)     416.46  (feet)  COMP
 DM0253  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 DM0253
 DM0253  VERT ORDER  -  FIRST     CLASS II
 DM0253
 DM0253.The horizontal coordinates were scaled from a topographic map and have
 DM0253.an estimated accuracy of +/- 6 seconds.
 DM0253
 DM0253.The orthometric height was determined by differential leveling
 DM0253.and adjusted by the National Geodetic Survey in June 1991..
 DM0253
 DM0253.The geoid height was determined by GEOID03.
 DM0253
 DM0253.The dynamic height is computed by dividing the NAVD 88
 DM0253.geopotential number by the normal gravity value computed on the
 DM0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0253.degrees latitude (g = 980.6199 gals.).
 DM0253
 DM0253.The modeled gravity was interpolated from observed gravity values.
 DM0253
 DM0253;                    North         East    Units  Estimated Accuracy
 DM0253;SPC TXNC     - 2,157,400.      956,290.      MT  (+/- 180 meters Scaled)
 DM0253
 DM0253                          SUPERSEDED SURVEY CONTROL
 DM0253
 DM0253  NGVD 29 (??/??/92)  127.107  (m)          417.02   (f) ADJ UNCH    1 2
 DM0253
 DM0253.Superseded values are not recommended for survey control.
 DM0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0253.See file dsdata.txt to determine how the superseded data were derived.
 DM0253
 DM0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS426556(NAD 83)
 DM0253_MARKER: DB = BENCH MARK DISK
 DM0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0253_STAMPING: B 1042 1954
 DM0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0253+STABILITY: SURFACE MOTION
 DM0253
 DM0253  HISTORY     - Date     Condition        Report By
 DM0253  HISTORY     - 1954     MONUMENTED       CGS
 DM0253
 DM0253                          STATION DESCRIPTION
 DM0253
 DM0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0253'2.7 MI E FROM DRINGERFIELD.
 DM0253'2.7 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0253'STATION AT DRINGERFIELD, AT THE SOUTHEAST END OF A LONG FILL, 87 FEET
 DM0253'SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET NORTHEAST OF A FENCE, 2.2 FEET
 DM0253'SOUTHEAST OF A WITNESS POST, 0.8 MILE NORTHWEST OF BENCH MARK C 1042,
 DM0253'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 DM0253'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0004 ***********************************************************************
 CR0004  DESIGNATION -  B 1043
 CR0004  PID         -  CR0004
 CR0004  STATE/COUNTY-  TX/MARION
 CR0004  USGS QUAD   -  KELLYVILLE (1962)
 CR0004
 CR0004                         *CURRENT SURVEY CONTROL
 CR0004  ___________________________________________________________________
 CR0004* NAD 83(1986)-  32 49 01.     (N)    094 26 26.     (W)     SCALED    
 CR0004* NAVD 88     -        98.743  (meters)     323.96   (feet)  ADJUSTED  
 CR0004  ___________________________________________________________________
 CR0004  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CR0004  DYNAMIC HT  -          98.633 (meters)     323.60  (feet)  COMP
 CR0004  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 CR0004
 CR0004  VERT ORDER  -  FIRST     CLASS II
 CR0004
 CR0004.The horizontal coordinates were scaled from a topographic map and have
 CR0004.an estimated accuracy of +/- 6 seconds.
 CR0004
 CR0004.The orthometric height was determined by differential leveling
 CR0004.and adjusted by the National Geodetic Survey in June 1991..
 CR0004
 CR0004.The geoid height was determined by GEOID03.
 CR0004
 CR0004.The dynamic height is computed by dividing the NAVD 88
 CR0004.geopotential number by the normal gravity value computed on the
 CR0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0004.degrees latitude (g = 980.6199 gals.).
 CR0004
 CR0004.The modeled gravity was interpolated from observed gravity values.
 CR0004
 CR0004;                    North         East    Units  Estimated Accuracy
 CR0004;SPC TXNC     - 2,134,900.      980,010.      MT  (+/- 180 meters Scaled)
 CR0004
 CR0004                          SUPERSEDED SURVEY CONTROL
 CR0004
 CR0004  NGVD 29 (??/??/92)   98.793  (m)          324.12   (f) ADJ UNCH    1 2
 CR0004
 CR0004.Superseded values are not recommended for survey control.
 CR0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0004.See file dsdata.txt to determine how the superseded data were derived.
 CR0004
 CR0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS651319(NAD 83)
 CR0004_MARKER: DB = BENCH MARK DISK
 CR0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0004_STAMPING: B 1043 1954
 CR0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0004+STABILITY: SURFACE MOTION
 CR0004
 CR0004  HISTORY     - Date     Condition        Report By
 CR0004  HISTORY     - 1954     MONUMENTED       CGS
 CR0004
 CR0004                          STATION DESCRIPTION
 CR0004
 CR0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0004'7.7 MI NW FROM JEFFERSON.
 CR0004'7.7 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0004'STATION AT JEFFERSON, 35.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 4
 CR0004'FEET NORTHEAST OF MILEPOST T - 57, 12 FEET SOUTHWEST OF A FENCE, 2
 CR0004'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CR0004'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0031 ***********************************************************************
 AB0031  DESIGNATION -  B 1045
 AB0031  PID         -  AB0031
 AB0031  STATE/COUNTY-  TX/CAMERON
 AB0031  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0031
 AB0031                         *CURRENT SURVEY CONTROL
 AB0031  ___________________________________________________________________
 AB0031* NAD 83(1986)-  25 54 41.     (N)    097 25 53.     (W)     SCALED    
 AB0031* NAVD 88     -         4.691  (meters)      15.39   (feet)  ADJUSTED  
 AB0031  ___________________________________________________________________
 AB0031  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 AB0031  DYNAMIC HT  -           4.683 (meters)      15.36  (feet)  COMP
 AB0031  MODELED GRAV-     979,033.9   (mgal)                       NAVD 88
 AB0031
 AB0031  VERT ORDER  -  SECOND    CLASS 0
 AB0031
 AB0031.This mark is at Brownsville/south Padre Is Intl (BRO) Airport (BRO)
 AB0031
 AB0031.The horizontal coordinates were scaled from a topographic map and have
 AB0031.an estimated accuracy of +/- 6 seconds.
 AB0031
 AB0031.The orthometric height was determined by differential leveling
 AB0031.and adjusted by the National Geodetic Survey in June 1991..
 AB0031
 AB0031.The geoid height was determined by GEOID03.
 AB0031
 AB0031.The dynamic height is computed by dividing the NAVD 88
 AB0031.geopotential number by the normal gravity value computed on the
 AB0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0031.degrees latitude (g = 980.6199 gals.).
 AB0031
 AB0031.The modeled gravity was interpolated from observed gravity values.
 AB0031
 AB0031;                    North         East    Units  Estimated Accuracy
 AB0031;SPC TX S     - 5,027,570.      407,070.      MT  (+/- 180 meters Scaled)
 AB0031
 AB0031                          SUPERSEDED SURVEY CONTROL
 AB0031
 AB0031  NGVD 29 (??/??/92)    4.785  (m)           15.70   (f) ADJ UNCH    2 0
 AB0031
 AB0031.Superseded values are not recommended for survey control.
 AB0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0031.See file dsdata.txt to determine how the superseded data were derived.
 AB0031
 AB0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP571668(NAD 83)
 AB0031_MARKER: DB = BENCH MARK DISK
 AB0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0031_SP_SET: CONCRETE RAMP
 AB0031_STAMPING: 1045 B 1963
 AB0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0031
 AB0031  HISTORY     - Date     Condition        Report By
 AB0031  HISTORY     - 1963     MONUMENTED       CGS
 AB0031  HISTORY     - 1973     GOOD             NGS
 AB0031  HISTORY     - 1990     GOOD             USPSQD
 AB0031  HISTORY     - 19910313 GOOD             USPSQD
 AB0031  HISTORY     - 19950213 GOOD             USPSQD
 AB0031
 AB0031                          STATION DESCRIPTION
 AB0031
 AB0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AB0031'IN BROWNSVILLE.
 AB0031'THE STATION IS LOCATED 6.2 FT. SE OF THE SE CORNER OF THE CONTROL
 AB0031'TOWER AT BROWNSVILLE INTERNATIONAL AIRPORT, 47 FT. NE OF THE NE CORNER
 AB0031'OF THE OLD ADMINISTRATION BLDG.  THE MARK IS SET IN A DRILL HOLE IN
 AB0031'THE W EDGE OF A N-S DRAIN ON THE W EDGE OF THE CONCRETE RAMP.
 AB0031
 AB0031                          STATION RECOVERY (1990)
 AB0031
 AB0031'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0031'RECOVERED IN GOOD CONDITION.
 AB0031
 AB0031                          STATION RECOVERY (1991)
 AB0031
 AB0031'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0031'RECOVERED IN GOOD CONDITION.
 AB0031
 AB0031                          STATION RECOVERY (1995)
 AB0031
 AB0031'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0521 ***********************************************************************
 CT0521  DESIGNATION -  B 1046
 CT0521  PID         -  CT0521
 CT0521  STATE/COUNTY-  TX/TAYLOR
 CT0521  USGS QUAD   -  ABILENE EAST (1987)
 CT0521
 CT0521                         *CURRENT SURVEY CONTROL
 CT0521  ___________________________________________________________________
 CT0521* NAD 83(1986)-  32 25 30.     (N)    099 41 18.     (W)     SCALED    
 CT0521* NAVD 88     -       536.119  (meters)    1758.92   (feet)  ADJUSTED  
 CT0521  ___________________________________________________________________
 CT0521  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CT0521  DYNAMIC HT  -         535.422 (meters)    1756.63  (feet)  COMP
 CT0521  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 CT0521
 CT0521  VERT ORDER  -  FIRST     CLASS II
 CT0521
 CT0521.This mark is at Abilene Regional (ABI) Airport (ABI)
 CT0521
 CT0521.The horizontal coordinates were scaled from a topographic map and have
 CT0521.an estimated accuracy of +/- 6 seconds.
 CT0521
 CT0521.The orthometric height was determined by differential leveling
 CT0521.and adjusted by the National Geodetic Survey in June 1991..
 CT0521
 CT0521.The geoid height was determined by GEOID03.
 CT0521
 CT0521.The dynamic height is computed by dividing the NAVD 88
 CT0521.geopotential number by the normal gravity value computed on the
 CT0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0521.degrees latitude (g = 980.6199 gals.).
 CT0521
 CT0521.The modeled gravity was interpolated from observed gravity values.
 CT0521
 CT0521;                    North         East    Units  Estimated Accuracy
 CT0521;SPC TXNC     - 2,084,730.      488,240.      MT  (+/- 180 meters Scaled)
 CT0521
 CT0521                          SUPERSEDED SURVEY CONTROL
 CT0521
 CT0521  NGVD 29 (??/??/92)  535.935  (m)         1758.31   (f) ADJ UNCH    1 2
 CT0521
 CT0521.Superseded values are not recommended for survey control.
 CT0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0521.See file dsdata.txt to determine how the superseded data were derived.
 CT0521
 CT0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA352877(NAD 83)
 CT0521_MARKER: DB = BENCH MARK DISK
 CT0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0521_SP_SET: CONCRETE APRON
 CT0521_STAMPING: B 1046 1955
 CT0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0521
 CT0521  HISTORY     - Date     Condition        Report By
 CT0521  HISTORY     - 1955     MONUMENTED       CGS
 CT0521  HISTORY     - 1956     GOOD             NGS
 CT0521  HISTORY     - 1970     GOOD             NGS
 CT0521  HISTORY     - 20011013 GOOD             USPSQD
 CT0521
 CT0521                          STATION DESCRIPTION
 CT0521
 CT0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0521'4.05 MI SE FROM ABILENE.
 CT0521'0.45 MILE EAST ALONG U.S. HIGHWAYS 80, 84 AND 277 FROM THE TEXAS AND
 CT0521'PACIFIC RAILROAD STATION AT ABILENE, THENCE 0.75 MILE SOUTH ALONG U.S.
 CT0521'HIGHWAYS 83 AND 84 AND STATE HIGHWAY 36, THENCE 2.5 MILES SOUTHEAST
 CT0521'ALONG STATE HIGHWAY 36, THENCE 0.35 MILE SOUTH TO A LARGE SHEET METAL
 CT0521'HANGAR AT THE NEW ABILENE MUNICIPAL AIRPORT, 400 FEET NORTHEAST OF THE
 CT0521'TERMINAL BUILDING, 40.1 FEET NORTH OF A FIRE HYDRANT, 0.6 FOOT EAST OF
 CT0521'THE SOUTHEAST CORNER OF THE HANGAR, SET IN THE TOP OF THE CONCRETE
 CT0521'APRON.
 CT0521
 CT0521                          STATION RECOVERY (1970)
 CT0521
 CT0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CT0521'RECOVERED IN GOOD CONDITION.
 CT0521
 CT0521                          STATION RECOVERY (2001)
 CT0521
 CT0521'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0063 ***********************************************************************
 CT0063  DESIGNATION -  B 1047
 CT0063  PID         -  CT0063
 CT0063  STATE/COUNTY-  TX/PALO PINTO
 CT0063  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0063
 CT0063                         *CURRENT SURVEY CONTROL
 CT0063  ___________________________________________________________________
 CT0063* NAD 83(1986)-  32 47 15.     (N)    098 03 53.     (W)     SCALED    
 CT0063* NAVD 88     -       277.957  (meters)     911.93   (feet)  ADJUSTED  
 CT0063  ___________________________________________________________________
 CT0063  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CT0063  DYNAMIC HT  -         277.618 (meters)     910.82  (feet)  COMP
 CT0063  MODELED GRAV-     979,410.6   (mgal)                       NAVD 88
 CT0063
 CT0063  VERT ORDER  -  SECOND    CLASS 0
 CT0063
 CT0063.This mark is at Mineral Wells (MWL) Airport (MWL)
 CT0063
 CT0063.The horizontal coordinates were scaled from a topographic map and have
 CT0063.an estimated accuracy of +/- 6 seconds.
 CT0063
 CT0063.The orthometric height was determined by differential leveling
 CT0063.and adjusted by the National Geodetic Survey in June 1991..
 CT0063
 CT0063.The geoid height was determined by GEOID03.
 CT0063
 CT0063.The dynamic height is computed by dividing the NAVD 88
 CT0063.geopotential number by the normal gravity value computed on the
 CT0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0063.degrees latitude (g = 980.6199 gals.).
 CT0063
 CT0063.The modeled gravity was interpolated from observed gravity values.
 CT0063
 CT0063;                    North         East    Units  Estimated Accuracy
 CT0063;SPC TXNC     - 2,124,370.      640,770.      MT  (+/- 180 meters Scaled)
 CT0063
 CT0063                          SUPERSEDED SURVEY CONTROL
 CT0063
 CT0063  NGVD 29 (??/??/92)  277.854  (m)          911.59   (f) ADJ UNCH    2 0
 CT0063
 CT0063.Superseded values are not recommended for survey control.
 CT0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0063.See file dsdata.txt to determine how the superseded data were derived.
 CT0063
 CT0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB875281(NAD 83)
 CT0063_MARKER: DB = BENCH MARK DISK
 CT0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0063_SP_SET: CULVERT
 CT0063_STAMPING: B 1047 1955
 CT0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0063
 CT0063  HISTORY     - Date     Condition        Report By
 CT0063  HISTORY     - 1955     MONUMENTED       CGS
 CT0063  HISTORY     - 1961     GOOD             NGS
 CT0063  HISTORY     - 19980627 GOOD             USPSQD
 CT0063
 CT0063                          STATION DESCRIPTION
 CT0063
 CT0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0063'4.25 MI SE FROM MINERAL WELLS.
 CT0063'ABOUT 2.75 MILES EAST ALONG U. S. HIGHWAY 180 FROM THE BAKER HOTEL AT
 CT0063'MINERAL WELLS, THENCE 1.5 MILES SOUTH ALONG FARM ROAD 1195, 100 FEET
 CT0063'WEST OF THE EXTENDED CENTER LINE OF A NORTH-SOUTH RUNWAY OF THE
 CT0063'MINERAL WELLS AIRPORT, SET IN THE TOP OF THE NORTHEAST END OF THE
 CT0063'NORTHWEST CONCRETE HEAD WALL OF A CONCRETE CULVERT, 519 FEET SOUTHEAST
 CT0063'OF THE NORTHWEST CORNER POST OF FENCE AROUND AIRPORT, 382 FEET SOUTH
 CT0063'OF THE CENTER LINE OF A ROAD LEADING EAST TO THE AIRPORT ENTRANCE, AND
 CT0063'ABOUT LEVEL WITH THE ROAD.
 CT0063
 CT0063                          STATION RECOVERY (1998)
 CT0063
 CT0063'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2327 ***********************************************************************
 CS2327  DESIGNATION -  B 1048
 CS2327  PID         -  CS2327
 CS2327  STATE/COUNTY-  TX/PARKER
 CS2327  USGS QUAD   -  GARNER (1979)
 CS2327
 CS2327                         *CURRENT SURVEY CONTROL
 CS2327  ___________________________________________________________________
 CS2327* NAD 83(1986)-  32 46 08.     (N)    097 58 37.     (W)     SCALED    
 CS2327* NAVD 88     -       284.828  (meters)     934.47   (feet)  ADJUSTED  
 CS2327  ___________________________________________________________________
 CS2327  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CS2327  DYNAMIC HT  -         284.480 (meters)     933.33  (feet)  COMP
 CS2327  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 CS2327
 CS2327  VERT ORDER  -  FIRST     CLASS II
 CS2327
 CS2327.The horizontal coordinates were scaled from a topographic map and have
 CS2327.an estimated accuracy of +/- 6 seconds.
 CS2327
 CS2327.The orthometric height was determined by differential leveling
 CS2327.and adjusted by the National Geodetic Survey in June 1991..
 CS2327
 CS2327.The geoid height was determined by GEOID03.
 CS2327
 CS2327.The dynamic height is computed by dividing the NAVD 88
 CS2327.geopotential number by the normal gravity value computed on the
 CS2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2327.degrees latitude (g = 980.6199 gals.).
 CS2327
 CS2327.The modeled gravity was interpolated from observed gravity values.
 CS2327
 CS2327;                    North         East    Units  Estimated Accuracy
 CS2327;SPC TXNC     - 2,122,350.      649,000.      MT  (+/- 180 meters Scaled)
 CS2327
 CS2327                          SUPERSEDED SURVEY CONTROL
 CS2327
 CS2327  NGVD 29 (??/??/92)  284.741  (m)          934.19   (f) ADJ UNCH    1 2
 CS2327
 CS2327.Superseded values are not recommended for survey control.
 CS2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2327.See file dsdata.txt to determine how the superseded data were derived.
 CS2327
 CS2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB958261(NAD 83)
 CS2327_MARKER: DB = BENCH MARK DISK
 CS2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2327_STAMPING: B 1048 1955
 CS2327_MARK LOGO: CGS   
 CS2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2327+STABILITY: SURFACE MOTION
 CS2327
 CS2327  HISTORY     - Date     Condition        Report By
 CS2327  HISTORY     - 1955     MONUMENTED       CGS
 CS2327  HISTORY     - 1983     GOOD             NGS
 CS2327  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2327
 CS2327                          STATION DESCRIPTION
 CS2327
 CS2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CS2327'2.5 MI NE FROM MILLSAP.
 CS2327'2.5 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS2327'STATION AT MILLSAP, 132 FEET WEST OF A SIGNAL BOX, 87.5 FEET NORTHWEST
 CS2327'OF THE NORTHWEST RAIL, 6.2 FEET SOUTHWEST OF A TELEPHONE POLE, 10 FEET
 CS2327'SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 CS2327'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 CS2327
 CS2327                          STATION RECOVERY (1983)
 CS2327
 CS2327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2327'RECOVERED IN GOOD CONDITION.
 CS2327
 CS2327                          STATION RECOVERY (2004)
 CS2327
 CS2327'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0193 ***********************************************************************
 CT0193  DESIGNATION -  B 1049
 CT0193  PID         -  CT0193
 CT0193  STATE/COUNTY-  TX/EASTLAND
 CT0193  USGS QUAD   -  CISCO NORTH (1987)
 CT0193
 CT0193                         *CURRENT SURVEY CONTROL
 CT0193  ___________________________________________________________________
 CT0193* NAD 83(1986)-  32 23 33.     (N)    098 57 52.     (W)     SCALED    
 CT0193* NAVD 88     -       487.516  (meters)    1599.46   (feet)  ADJUSTED  
 CT0193  ___________________________________________________________________
 CT0193  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CT0193  DYNAMIC HT  -         486.887 (meters)    1597.40  (feet)  COMP
 CT0193  MODELED GRAV-     979,333.3   (mgal)                       NAVD 88
 CT0193
 CT0193  VERT ORDER  -  FIRST     CLASS II
 CT0193
 CT0193.The horizontal coordinates were scaled from a topographic map and have
 CT0193.an estimated accuracy of +/- 6 seconds.
 CT0193
 CT0193.The orthometric height was determined by differential leveling
 CT0193.and adjusted by the National Geodetic Survey in June 1991..
 CT0193
 CT0193.The geoid height was determined by GEOID03.
 CT0193
 CT0193.The dynamic height is computed by dividing the NAVD 88
 CT0193.geopotential number by the normal gravity value computed on the
 CT0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0193.degrees latitude (g = 980.6199 gals.).
 CT0193
 CT0193.The modeled gravity was interpolated from observed gravity values.
 CT0193
 CT0193;                    North         East    Units  Estimated Accuracy
 CT0193;SPC TXNC     - 2,080,590.      556,300.      MT  (+/- 180 meters Scaled)
 CT0193
 CT0193                          SUPERSEDED SURVEY CONTROL
 CT0193
 CT0193  NGVD 29 (??/??/92)  487.367  (m)         1598.97   (f) ADJ UNCH    1 2
 CT0193
 CT0193.Superseded values are not recommended for survey control.
 CT0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0193.See file dsdata.txt to determine how the superseded data were derived.
 CT0193
 CT0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA033839(NAD 83)
 CT0193_MARKER: DB = BENCH MARK DISK
 CT0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0193_SP_SET: CULVERT
 CT0193_STAMPING: B 1049 1955
 CT0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0193
 CT0193  HISTORY     - Date     Condition        Report By
 CT0193  HISTORY     - 1955     MONUMENTED       CGS
 CT0193
 CT0193                          STATION DESCRIPTION
 CT0193
 CT0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0193'0.9 MI NE FROM CISCO.
 CT0193'0.9 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0193'STATION AT CISCO, 8 POLES EAST OF MILEPOST 360, 10 FEET NORTH OF THE
 CT0193'NORTH RAIL OF THE MAIN TRACK, 2 FEET BELOW THE TOP OF THE RAILS, SET
 CT0193'IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE
 CT0193'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0166 ***********************************************************************
 BO0166  DESIGNATION -  B 105
 BO0166  PID         -  BO0166
 BO0166  STATE/COUNTY-  TX/CROCKETT
 BO0166  USGS QUAD   -  MITCHELL CANYON NE (1979)
 BO0166
 BO0166                         *CURRENT SURVEY CONTROL
 BO0166  ___________________________________________________________________
 BO0166* NAD 83(1986)-  30 41 43.     (N)    101 21 40.     (W)     SCALED    
 BO0166* NAVD 88     -       710.145  (meters)    2329.87   (feet)  ADJUSTED  
 BO0166  ___________________________________________________________________
 BO0166  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 BO0166  DYNAMIC HT  -         709.093 (meters)    2326.42  (feet)  COMP
 BO0166  MODELED GRAV-     979,137.4   (mgal)                       NAVD 88
 BO0166
 BO0166  VERT ORDER  -  FIRST     CLASS II
 BO0166
 BO0166.The horizontal coordinates were scaled from a topographic map and have
 BO0166.an estimated accuracy of +/- 6 seconds.
 BO0166
 BO0166.The orthometric height was determined by differential leveling
 BO0166.and adjusted by the National Geodetic Survey in June 1991..
 BO0166
 BO0166.The geoid height was determined by GEOID03.
 BO0166
 BO0166.The dynamic height is computed by dividing the NAVD 88
 BO0166.geopotential number by the normal gravity value computed on the
 BO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0166.degrees latitude (g = 980.6199 gals.).
 BO0166
 BO0166.The modeled gravity was interpolated from observed gravity values.
 BO0166
 BO0166;                    North         East    Units  Estimated Accuracy
 BO0166;SPC TX C     - 3,114,480.      601,540.      MT  (+/- 180 meters Scaled)
 BO0166
 BO0166                          SUPERSEDED SURVEY CONTROL
 BO0166
 BO0166  NGVD 29 (??/??/92)  709.923  (m)         2329.14   (f) ADJ UNCH    1 2
 BO0166
 BO0166.Superseded values are not recommended for survey control.
 BO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0166.See file dsdata.txt to determine how the superseded data were derived.
 BO0166
 BO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU738982(NAD 83)
 BO0166_MARKER: DB = BENCH MARK DISK
 BO0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0166_SP_SET: CULVERT
 BO0166_STAMPING: B 105 1933 2329.139
 BO0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0166
 BO0166  HISTORY     - Date     Condition        Report By
 BO0166  HISTORY     - 1933     MONUMENTED       CGS
 BO0166  HISTORY     - 1958     GOOD             NGS
 BO0166
 BO0166                          STATION DESCRIPTION
 BO0166
 BO0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0166'10.7 MI W FROM OZONA.
 BO0166'ABOUT 10.7 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0166'OZONA, 53 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.4 MILE
 BO0166'EAST OF A CONCRETE BRIDGE, 282 FEET WEST OF THE NORTH HEADWALL OF A
 BO0166'SMALL CONCRETE CULVERT, 2 FEET NORTH OF A FENCE, 1 1/2 FEET EAST OF A
 BO0166'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF
 BO0166'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0027 ***********************************************************************
 CT0027  DESIGNATION -  B 1050
 CT0027  PID         -  CT0027
 CT0027  STATE/COUNTY-  TX/PALO PINTO
 CT0027  USGS QUAD   -  SANTO (1984)
 CT0027
 CT0027                         *CURRENT SURVEY CONTROL
 CT0027  ___________________________________________________________________
 CT0027* NAD 83(1986)-  32 34 37.     (N)    098 14 15.     (W)     SCALED    
 CT0027* NAVD 88     -       265.048  (meters)     869.58   (feet)  ADJUSTED  
 CT0027  ___________________________________________________________________
 CT0027  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0027  DYNAMIC HT  -         264.722 (meters)     868.51  (feet)  COMP
 CT0027  MODELED GRAV-     979,399.4   (mgal)                       NAVD 88
 CT0027
 CT0027  VERT ORDER  -  FIRST     CLASS II
 CT0027
 CT0027.The horizontal coordinates were scaled from a topographic map and have
 CT0027.an estimated accuracy of +/- 6 seconds.
 CT0027
 CT0027.The orthometric height was determined by differential leveling
 CT0027.and adjusted by the National Geodetic Survey in June 1991..
 CT0027
 CT0027.The geoid height was determined by GEOID03.
 CT0027
 CT0027.The dynamic height is computed by dividing the NAVD 88
 CT0027.geopotential number by the normal gravity value computed on the
 CT0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0027.degrees latitude (g = 980.6199 gals.).
 CT0027
 CT0027.The modeled gravity was interpolated from observed gravity values.
 CT0027
 CT0027;                    North         East    Units  Estimated Accuracy
 CT0027;SPC TXNC     - 2,100,970.      624,650.      MT  (+/- 180 meters Scaled)
 CT0027
 CT0027                          SUPERSEDED SURVEY CONTROL
 CT0027
 CT0027  NGVD 29 (??/??/92)  264.960  (m)          869.29   (f) ADJ UNCH    1 2
 CT0027
 CT0027.Superseded values are not recommended for survey control.
 CT0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0027.See file dsdata.txt to determine how the superseded data were derived.
 CT0027
 CT0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB715046(NAD 83)
 CT0027_MARKER: DB = BENCH MARK DISK
 CT0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0027_STAMPING: B 1050 1956
 CT0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0027+STABILITY: SURFACE MOTION
 CT0027
 CT0027  HISTORY     - Date     Condition        Report By
 CT0027  HISTORY     - 1956     MONUMENTED       CGS
 CT0027  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0027  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0027  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0027
 CT0027                          STATION DESCRIPTION
 CT0027
 CT0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0027'2.4 MI SW FROM SANTO.
 CT0027'2.4 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0027'STATION AT SANTO, 0.05 MILE NORTHWEST OF AN ABANDONED RANCH HOUSE,
 CT0027'25.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 39.4 FEET NORTHEAST OF THE
 CT0027'2ND POLE NORTHEAST OF MILEPOST 310, 30 FEET NORTHWEST OF THE CENTER
 CT0027'LINE OF A ROAD, 56 FEET NORTH OF A 20 INCH OAK TREE, 2 FEET SOUTH OF A
 CT0027'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CT0027'FOOT ABOVE THE GROUND.
 CT0027
 CT0027                          STATION RECOVERY (1998)
 CT0027
 CT0027'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0027'MARK NOT FOUND.
 CT0027
 CT0027                          STATION RECOVERY (2002)
 CT0027
 CT0027'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0027'MARK NOT FOUND.
 CT0027
 CT0027                          STATION RECOVERY (2004)
 CT0027
 CT0027'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0166 ***********************************************************************
 CT0166  DESIGNATION -  B 1051
 CT0166  PID         -  CT0166
 CT0166  STATE/COUNTY-  TX/EASTLAND
 CT0166  USGS QUAD   -  RANGER (1987)
 CT0166
 CT0166                         *CURRENT SURVEY CONTROL
 CT0166  ___________________________________________________________________
 CT0166* NAD 83(1986)-  32 27 22.     (N)    098 40 50.     (W)     SCALED    
 CT0166* NAVD 88     -       447.006  (meters)    1466.55   (feet)  ADJUSTED  
 CT0166  ___________________________________________________________________
 CT0166  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CT0166  DYNAMIC HT  -         446.433 (meters)    1464.67  (feet)  COMP
 CT0166  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 CT0166
 CT0166  VERT ORDER  -  FIRST     CLASS II
 CT0166
 CT0166.The horizontal coordinates were scaled from a topographic map and have
 CT0166.an estimated accuracy of +/- 6 seconds.
 CT0166
 CT0166.The orthometric height was determined by differential leveling
 CT0166.and adjusted by the National Geodetic Survey in June 1991..
 CT0166
 CT0166.The geoid height was determined by GEOID03.
 CT0166
 CT0166.The dynamic height is computed by dividing the NAVD 88
 CT0166.geopotential number by the normal gravity value computed on the
 CT0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0166.degrees latitude (g = 980.6199 gals.).
 CT0166
 CT0166.The modeled gravity was interpolated from observed gravity values.
 CT0166
 CT0166;                    North         East    Units  Estimated Accuracy
 CT0166;SPC TXNC     - 2,087,560.      583,030.      MT  (+/- 180 meters Scaled)
 CT0166
 CT0166                          SUPERSEDED SURVEY CONTROL
 CT0166
 CT0166  NGVD 29 (??/??/92)  446.865  (m)         1466.09   (f) ADJ UNCH    1 2
 CT0166
 CT0166.Superseded values are not recommended for survey control.
 CT0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0166.See file dsdata.txt to determine how the superseded data were derived.
 CT0166
 CT0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA300910(NAD 83)
 CT0166_MARKER: DB = BENCH MARK DISK
 CT0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0166_STAMPING: B 1051 1956
 CT0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0166+STABILITY: SURFACE MOTION
 CT0166
 CT0166  HISTORY     - Date     Condition        Report By
 CT0166  HISTORY     - 1956     MONUMENTED       CGS
 CT0166  HISTORY     - 20020316 GOOD             USPSQD
 CT0166
 CT0166                          STATION DESCRIPTION
 CT0166
 CT0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0166'1.0 MI S FROM RANGER.
 CT0166'0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE TEXAS AND PACIFIC
 CT0166'RAILROAD STATION AT RANGER, THENCE 0.2 MILE SOUTHEAST ALONG BLACKWELL
 CT0166'ROAD, THENCE 0.3 MILE SOUTH ALONG ODDIE STREET, 2.1 FEET EAST OF A
 CT0166'SMALL GASOLINE PUMP SHED, 59.2 FEET WEST OF THE SOUTHWEST CORNER OF
 CT0166'THE MANAGERS OFFICE AT THE RANGER AIRPORT, SET IN THE TOP OF A
 CT0166'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CT0166
 CT0166                          STATION RECOVERY (2002)
 CT0166
 CT0166'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0251 ***********************************************************************
 CT0251  DESIGNATION -  B 1052
 CT0251  PID         -  CT0251
 CT0251  STATE/COUNTY-  TX/PALO PINTO
 CT0251  USGS QUAD   -  STRAWN WEST (1967)
 CT0251
 CT0251                         *CURRENT SURVEY CONTROL
 CT0251  ___________________________________________________________________
 CT0251* NAD 83(1986)-  32 32 52.     (N)    098 32 33.     (W)     SCALED    
 CT0251* NAVD 88     -       318.383  (meters)    1044.56   (feet)  ADJUSTED  
 CT0251  ___________________________________________________________________
 CT0251  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0251  DYNAMIC HT  -         317.983 (meters)    1043.25  (feet)  COMP
 CT0251  MODELED GRAV-     979,375.6   (mgal)                       NAVD 88
 CT0251
 CT0251  VERT ORDER  -  FIRST     CLASS II
 CT0251
 CT0251.The horizontal coordinates were scaled from a topographic map and have
 CT0251.an estimated accuracy of +/- 6 seconds.
 CT0251
 CT0251.The orthometric height was determined by differential leveling
 CT0251.and adjusted by the National Geodetic Survey in June 1991..
 CT0251
 CT0251.The geoid height was determined by GEOID03.
 CT0251
 CT0251.The dynamic height is computed by dividing the NAVD 88
 CT0251.geopotential number by the normal gravity value computed on the
 CT0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0251.degrees latitude (g = 980.6199 gals.).
 CT0251
 CT0251.The modeled gravity was interpolated from observed gravity values.
 CT0251
 CT0251;                    North         East    Units  Estimated Accuracy
 CT0251;SPC TXNC     - 2,097,710.      596,010.      MT  (+/- 180 meters Scaled)
 CT0251
 CT0251                          SUPERSEDED SURVEY CONTROL
 CT0251
 CT0251  NGVD 29 (??/??/92)  318.272  (m)         1044.20   (f) ADJ UNCH    1 2
 CT0251
 CT0251.Superseded values are not recommended for survey control.
 CT0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0251.See file dsdata.txt to determine how the superseded data were derived.
 CT0251
 CT0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB429012(NAD 83)
 CT0251_MARKER: DB = BENCH MARK DISK
 CT0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0251_STAMPING: B 1052 1956
 CT0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0251+STABILITY: SURFACE MOTION
 CT0251
 CT0251  HISTORY     - Date     Condition        Report By
 CT0251  HISTORY     - 1956     MONUMENTED       CGS
 CT0251  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0251  HISTORY     - 20020320 MARK NOT FOUND   USPSQD
 CT0251
 CT0251                          STATION DESCRIPTION
 CT0251
 CT0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0251'2.7 MI W FROM STRAWN.
 CT0251'2.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0251'AT STRAWN, 32.6 FEET SOUTH OF THE SOUTH RAIL, 45 FEET NORTH OF THE
 CT0251'CENTER LINE OF A DIRT ROAD, 11.4 FEET WEST OF MILEPOST 329, IN LINE
 CT0251'WITH A ROW OF TELEPHONE POLES, 2.2 FEET EAST OF A WITNESS POST, SET IN
 CT0251'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CT0251
 CT0251                          STATION RECOVERY (1998)
 CT0251
 CT0251'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0251'MARK NOT FOUND.
 CT0251
 CT0251                          STATION RECOVERY (2002)
 CT0251
 CT0251'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CT0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0377 ***********************************************************************
 CT0377  DESIGNATION -  B 1053
 CT0377  PID         -  CT0377
 CT0377  STATE/COUNTY-  TX/EASTLAND
 CT0377  USGS QUAD   -  BERNIE LAKE (1966)
 CT0377
 CT0377                         *CURRENT SURVEY CONTROL
 CT0377  ___________________________________________________________________
 CT0377* NAD 83(1986)-  32 23 19.     (N)    099 03 35.     (W)     SCALED    
 CT0377* NAVD 88     -       515.357  (meters)    1690.80   (feet)  ADJUSTED  
 CT0377  ___________________________________________________________________
 CT0377  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CT0377  DYNAMIC HT  -         514.692 (meters)    1688.62  (feet)  COMP
 CT0377  MODELED GRAV-     979,331.1   (mgal)                       NAVD 88
 CT0377
 CT0377  VERT ORDER  -  FIRST     CLASS II
 CT0377
 CT0377.The horizontal coordinates were scaled from a topographic map and have
 CT0377.an estimated accuracy of +/- 6 seconds.
 CT0377
 CT0377.The orthometric height was determined by differential leveling
 CT0377.and adjusted by the National Geodetic Survey in June 1991..
 CT0377
 CT0377.The geoid height was determined by GEOID03.
 CT0377
 CT0377.The dynamic height is computed by dividing the NAVD 88
 CT0377.geopotential number by the normal gravity value computed on the
 CT0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0377.degrees latitude (g = 980.6199 gals.).
 CT0377
 CT0377.The modeled gravity was interpolated from observed gravity values.
 CT0377
 CT0377;                    North         East    Units  Estimated Accuracy
 CT0377;SPC TXNC     - 2,080,200.      547,340.      MT  (+/- 180 meters Scaled)
 CT0377
 CT0377                          SUPERSEDED SURVEY CONTROL
 CT0377
 CT0377  NGVD 29 (??/??/92)  515.208  (m)         1690.31   (f) ADJ UNCH    1 2
 CT0377
 CT0377.Superseded values are not recommended for survey control.
 CT0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0377.See file dsdata.txt to determine how the superseded data were derived.
 CT0377
 CT0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA943835(NAD 83)
 CT0377_MARKER: DB = BENCH MARK DISK
 CT0377_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CT0377_SP_SET: 18 FEET
 CT0377_STAMPING: B 1053 1956
 CT0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0377
 CT0377  HISTORY     - Date     Condition        Report By
 CT0377  HISTORY     - 1956     MONUMENTED       CGS
 CT0377  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0377
 CT0377                          STATION DESCRIPTION
 CT0377
 CT0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0377'4.9 MI W FROM CISCO.
 CT0377'4.9 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0377'AT CISCO, 13 POLES EAST OF MILEPOST 366, AT THE WEST END OF A CUT,
 CT0377'196.5 FEET SOUTH OF BENCH MARK A 1053, 95.3 FEET SOUTH OF THE SOUTH
 CT0377'RAIL, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, CLAMPED
 CT0377'ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 18
 CT0377'FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 1.0
 CT0377'FOOT ABOVE THE GROUND.
 CT0377
 CT0377                          STATION RECOVERY (1983)
 CT0377
 CT0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0197 ***********************************************************************
 CT0197  DESIGNATION -  B 1054
 CT0197  PID         -  CT0197
 CT0197  STATE/COUNTY-  TX/EASTLAND
 CT0197  USGS QUAD   -  CISCO NORTH (1987)
 CT0197
 CT0197                         *CURRENT SURVEY CONTROL
 CT0197  ___________________________________________________________________
 CT0197* NAD 83(1986)-  32 24 51.     (N)    098 59 12.     (W)     SCALED    
 CT0197* NAVD 88     -       481.586  (meters)    1580.00   (feet)  ADJUSTED  
 CT0197  ___________________________________________________________________
 CT0197  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 CT0197  DYNAMIC HT  -         480.965 (meters)    1577.97  (feet)  COMP
 CT0197  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 CT0197
 CT0197  VERT ORDER  -  FIRST     CLASS II
 CT0197
 CT0197.The horizontal coordinates were scaled from a topographic map and have
 CT0197.an estimated accuracy of +/- 6 seconds.
 CT0197
 CT0197.The orthometric height was determined by differential leveling
 CT0197.and adjusted by the National Geodetic Survey in June 1991..
 CT0197
 CT0197.The geoid height was determined by GEOID03.
 CT0197
 CT0197.The dynamic height is computed by dividing the NAVD 88
 CT0197.geopotential number by the normal gravity value computed on the
 CT0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0197.degrees latitude (g = 980.6199 gals.).
 CT0197
 CT0197.The modeled gravity was interpolated from observed gravity values.
 CT0197
 CT0197;                    North         East    Units  Estimated Accuracy
 CT0197;SPC TXNC     - 2,083,000.      554,220.      MT  (+/- 180 meters Scaled)
 CT0197
 CT0197                          SUPERSEDED SURVEY CONTROL
 CT0197
 CT0197  NGVD 29 (??/??/92)  481.437  (m)         1579.51   (f) ADJ UNCH    1 2
 CT0197
 CT0197.Superseded values are not recommended for survey control.
 CT0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0197.See file dsdata.txt to determine how the superseded data were derived.
 CT0197
 CT0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA012863(NAD 83)
 CT0197_MARKER: DB = BENCH MARK DISK
 CT0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0197_SP_SET: CULVERT
 CT0197_STAMPING: B 1054 1956
 CT0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0197
 CT0197  HISTORY     - Date     Condition        Report By
 CT0197  HISTORY     - 1956     MONUMENTED       CGS
 CT0197
 CT0197                          STATION DESCRIPTION
 CT0197
 CT0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0197'1.6 MI N FROM CISCO.
 CT0197'1.6 MILES NORTH ALONG U.S. HIGHWAY 380 FROM THE TEXAS AND PACIFIC
 CT0197'RAILROAD STATION AT CISCO, 13.5 FEET EAST OF THE CENTER LINE OF THE
 CT0197'HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 CT0197'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0535 ***********************************************************************
 CT0535  DESIGNATION -  B 1055
 CT0535  PID         -  CT0535
 CT0535  STATE/COUNTY-  TX/TAYLOR
 CT0535  USGS QUAD   -  ABILENE WEST (1987)
 CT0535
 CT0535                         *CURRENT SURVEY CONTROL
 CT0535  ___________________________________________________________________
 CT0535* NAD 83(1986)-  32 26 29.     (N)    099 48 30.     (W)     SCALED    
 CT0535* NAVD 88     -       528.386  (meters)    1733.55   (feet)  POSTED    
 CT0535  ___________________________________________________________________
 CT0535  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CT0535  DYNAMIC HT  -         527.700 (meters)    1731.30  (feet)  COMP
 CT0535  MODELED GRAV-     979,325.2   (mgal)                       NAVD 88
 CT0535
 CT0535  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0535
 CT0535.The horizontal coordinates were scaled from a topographic map and have
 CT0535.an estimated accuracy of +/- 6 seconds.
 CT0535
 CT0535.The orthometric height was determined by differential leveling
 CT0535.and adjusted by the National Geodetic Survey in 1992..
 CT0535.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0535.rate of 0.0 thru 1.0 mm/km.
 CT0535
 CT0535.The geoid height was determined by GEOID03.
 CT0535
 CT0535.The dynamic height is computed by dividing the NAVD 88
 CT0535.geopotential number by the normal gravity value computed on the
 CT0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0535.degrees latitude (g = 980.6199 gals.).
 CT0535
 CT0535.The modeled gravity was interpolated from observed gravity values.
 CT0535
 CT0535;                    North         East    Units  Estimated Accuracy
 CT0535;SPC TXNC     - 2,086,680.      476,980.      MT  (+/- 180 meters Scaled)
 CT0535
 CT0535                          SUPERSEDED SURVEY CONTROL
 CT0535
 CT0535  NGVD 29 (??/??/92)  528.221  (m)         1733.01   (f) ADJ UNCH    1 2
 CT0535
 CT0535.Superseded values are not recommended for survey control.
 CT0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0535.See file dsdata.txt to determine how the superseded data were derived.
 CT0535
 CT0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA240896(NAD 83)
 CT0535_MARKER: DB = BENCH MARK DISK
 CT0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0535_SP_SET: CULVERT
 CT0535_STAMPING: B 1055 1956
 CT0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0535
 CT0535  HISTORY     - Date     Condition        Report By
 CT0535  HISTORY     - 1956     MONUMENTED       CGS
 CT0535  HISTORY     - 1961     GOOD             NGS
 CT0535  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0535
 CT0535                          STATION DESCRIPTION
 CT0535
 CT0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0535'5.1 MI W FROM ABILENE.
 CT0535'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0535'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG AN OILED ROAD, 248 FEET SOUTH
 CT0535'OF THE GUARD HOUSE AT THE MAIN ENTRANCE TO THE ABILENE AIR FORCE BASE,
 CT0535'32 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 CT0535'CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 CT0535
 CT0535                          STATION RECOVERY (1961)
 CT0535
 CT0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0535'RECOVERED IN GOOD CONDITION.
 CT0535
 CT0535                          STATION RECOVERY (2001)
 CT0535
 CT0535'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0158 ***********************************************************************
 CU0158  DESIGNATION -  B 1056
 CU0158  PID         -  CU0158
 CU0158  STATE/COUNTY-  TX/NOLAN
 CU0158  USGS QUAD   -  CHALK PEAK (1984)
 CU0158
 CU0158                         *CURRENT SURVEY CONTROL
 CU0158  ___________________________________________________________________
 CU0158* NAD 83(1986)-  32 29 57.     (N)    100 09 53.     (W)     SCALED    
 CU0158* NAVD 88     -       595.032  (meters)    1952.20   (feet)  POSTED    
 CU0158  ___________________________________________________________________
 CU0158  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CU0158  DYNAMIC HT  -         594.250 (meters)    1949.64  (feet)  COMP
 CU0158  MODELED GRAV-     979,311.3   (mgal)                       NAVD 88
 CU0158
 CU0158  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0158
 CU0158.The horizontal coordinates were scaled from a topographic map and have
 CU0158.an estimated accuracy of +/- 6 seconds.
 CU0158
 CU0158.The orthometric height was determined by differential leveling
 CU0158.and adjusted by the National Geodetic Survey in 1992..
 CU0158.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0158.rate of 0.0 thru 1.0 mm/km.
 CU0158
 CU0158.The geoid height was determined by GEOID03.
 CU0158
 CU0158.The dynamic height is computed by dividing the NAVD 88
 CU0158.geopotential number by the normal gravity value computed on the
 CU0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0158.degrees latitude (g = 980.6199 gals.).
 CU0158
 CU0158.The modeled gravity was interpolated from observed gravity values.
 CU0158
 CU0158;                    North         East    Units  Estimated Accuracy
 CU0158;SPC TXNC     - 2,093,560.      443,570.      MT  (+/- 180 meters Scaled)
 CU0158
 CU0158                          SUPERSEDED SURVEY CONTROL
 CU0158
 CU0158  NGVD 29 (??/??/92)  594.850  (m)         1951.60   (f) ADJ UNCH    1 2
 CU0158
 CU0158.Superseded values are not recommended for survey control.
 CU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0158.See file dsdata.txt to determine how the superseded data were derived.
 CU0158
 CU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA905963(NAD 83)
 CU0158_MARKER: DB = BENCH MARK DISK
 CU0158_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0158_SP_SET: 11.5 FT
 CU0158_STAMPING: B 1056 1956
 CU0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0158
 CU0158  HISTORY     - Date     Condition        Report By
 CU0158  HISTORY     - 1956     MONUMENTED       CGS
 CU0158
 CU0158                          STATION DESCRIPTION
 CU0158
 CU0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0158'2.6 MI NW FROM TRENT.
 CU0158'2.6 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0158'STATION AT TRENT, 218 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 CU0158'LEADING SOUTH, 31.6 FEET SOUTH OF THE SOUTH RAIL, 3.8 FEET EAST OF THE
 CU0158'FIRST POLE EAST OF MILEPOST 432, 16.4 FEET NORTH OF A FENCE, 2 FEET
 CU0158'WEST OF A WITNESS POST CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED
 CU0158'STEEL ROD WHICH IS DRIVEN 11.5 FEET IN THE GROUND, INCASED IN A 4 INCH
 CU0158'TILE PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0090 ***********************************************************************
 CU0090  DESIGNATION -  B 1057
 CU0090  PID         -  CU0090
 CU0090  STATE/COUNTY-  TX/NOLAN
 CU0090  USGS QUAD   -  ESKOTA (1987)
 CU0090
 CU0090                         *CURRENT SURVEY CONTROL
 CU0090  ___________________________________________________________________
 CU0090* NAD 83(1986)-  32 30 31.     (N)    100 19 25.     (W)     SCALED    
 CU0090* NAVD 88     -       606.847  (meters)    1990.96   (feet)  POSTED    
 CU0090  ___________________________________________________________________
 CU0090  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CU0090  DYNAMIC HT  -         606.040 (meters)    1988.32  (feet)  COMP
 CU0090  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 CU0090
 CU0090  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0090
 CU0090.The horizontal coordinates were scaled from a topographic map and have
 CU0090.an estimated accuracy of +/- 6 seconds.
 CU0090
 CU0090.The orthometric height was determined by differential leveling
 CU0090.and adjusted by the National Geodetic Survey in 1992..
 CU0090.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0090.rate of 0.0 thru 1.0 mm/km.
 CU0090
 CU0090.The geoid height was determined by GEOID03.
 CU0090
 CU0090.The dynamic height is computed by dividing the NAVD 88
 CU0090.geopotential number by the normal gravity value computed on the
 CU0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0090.degrees latitude (g = 980.6199 gals.).
 CU0090
 CU0090.The modeled gravity was interpolated from observed gravity values.
 CU0090
 CU0090;                    North         East    Units  Estimated Accuracy
 CU0090;SPC TXNC     - 2,094,850.      428,660.      MT  (+/- 180 meters Scaled)
 CU0090
 CU0090                          SUPERSEDED SURVEY CONTROL
 CU0090
 CU0090  NGVD 29 (??/??/92)  606.642  (m)         1990.29   (f) ADJ UNCH    1 2
 CU0090
 CU0090.Superseded values are not recommended for survey control.
 CU0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0090.See file dsdata.txt to determine how the superseded data were derived.
 CU0090
 CU0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA756975(NAD 83)
 CU0090_MARKER: DB = BENCH MARK DISK
 CU0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0090_SP_SET: CULVERT
 CU0090_STAMPING: B 1057 1956
 CU0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0090
 CU0090  HISTORY     - Date     Condition        Report By
 CU0090  HISTORY     - 1956     MONUMENTED       CGS
 CU0090
 CU0090                          STATION DESCRIPTION
 CU0090
 CU0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0090'5.8 MI NE FROM SWEETWATER.
 CU0090'5.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0090'STATION AT SWEETWATER, 1 POLE NORTHEAST OF MILEPOST 442, 63 FEET
 CU0090'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK OF THE TEXAS AND
 CU0090'PACIFIC RAILROAD, 33.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 CU0090'MAIN TRACK OF THE GULF, COLORADO AND SANTA FE RAILROAD, 104 FEET EAST
 CU0090'OF THE STATION SIGN AT STAMPER, 3 FEET BELOW THE TOP OF THE RAILS, SET
 CU0090'IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A LARGE CONCRETE
 CU0090'CULVERT UNDER THE GULF, COLORADO AND SANTA FE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0301 ***********************************************************************
 CU0301  DESIGNATION -  B 1058
 CU0301  PID         -  CU0301
 CU0301  STATE/COUNTY-  TX/MITCHELL
 CU0301  USGS QUAD   -  COLORADO CITY (1979)
 CU0301
 CU0301                         *CURRENT SURVEY CONTROL
 CU0301  ___________________________________________________________________
 CU0301* NAD 83(1986)-  32 23 15.     (N)    100 49 16.     (W)     SCALED    
 CU0301* NAVD 88     -       669.628  (meters)    2196.94   (feet)  ADJUSTED  
 CU0301  ___________________________________________________________________
 CU0301  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CU0301  DYNAMIC HT  -         668.733 (meters)    2194.00  (feet)  COMP
 CU0301  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 CU0301
 CU0301  VERT ORDER  -  FIRST     CLASS II
 CU0301
 CU0301.The horizontal coordinates were scaled from a topographic map and have
 CU0301.an estimated accuracy of +/- 6 seconds.
 CU0301
 CU0301.The orthometric height was determined by differential leveling
 CU0301.and adjusted by the National Geodetic Survey in June 1991..
 CU0301
 CU0301.The geoid height was determined by GEOID03.
 CU0301
 CU0301.The dynamic height is computed by dividing the NAVD 88
 CU0301.geopotential number by the normal gravity value computed on the
 CU0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0301.degrees latitude (g = 980.6199 gals.).
 CU0301
 CU0301.The modeled gravity was interpolated from observed gravity values.
 CU0301
 CU0301;                    North         East    Units  Estimated Accuracy
 CU0301;SPC TXNC     - 2,082,350.      381,630.      MT  (+/- 180 meters Scaled)
 CU0301
 CU0301                          SUPERSEDED SURVEY CONTROL
 CU0301
 CU0301  NGVD 29 (??/??/92)  669.410  (m)         2196.22   (f) ADJ UNCH    1 2
 CU0301
 CU0301.Superseded values are not recommended for survey control.
 CU0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0301.See file dsdata.txt to determine how the superseded data were derived.
 CU0301
 CU0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA287848(NAD 83)
 CU0301_MARKER: DB = BENCH MARK DISK
 CU0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0301_STAMPING: B 1058 1956
 CU0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0301+STABILITY: SURFACE MOTION
 CU0301
 CU0301  HISTORY     - Date     Condition        Report By
 CU0301  HISTORY     - 1956     MONUMENTED       CGS
 CU0301  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0301
 CU0301                          STATION DESCRIPTION
 CU0301
 CU0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0301'2.8 MI E FROM COLORADO CITY.
 CU0301'2.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0301'AT COLORADO CITY, 4 POLES WEST OF MILEPOST 473, 49 FEET SOUTHWEST OF
 CU0301'THE CENTER OF A ROAD CROSSING, 34.5 FEET SOUTH OF THE SOUTH RAIL, 12.5
 CU0301'FEET NORTH OF A FENCE, 4 FEET WEST OF A TELEPHONE POLE, 2 FEET EAST OF
 CU0301'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CU0301'FOOT ABOVE THE GROUND.
 CU0301
 CU0301                          STATION RECOVERY (1982)
 CU0301
 CU0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0301'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0594 ***********************************************************************
 CU0594  DESIGNATION -  B 1059
 CU0594  PID         -  CU0594
 CU0594  STATE/COUNTY-  TX/HOWARD
 CU0594  USGS QUAD   -  KNOTT SE (1966)
 CU0594
 CU0594                         *CURRENT SURVEY CONTROL
 CU0594  ___________________________________________________________________
 CU0594* NAD 83(1986)-  32 15 06.     (N)    101 30 11.     (W)     SCALED    
 CU0594* NAVD 88     -       733.656  (meters)    2407.00   (feet)  ADJUSTED  
 CU0594  ___________________________________________________________________
 CU0594  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CU0594  DYNAMIC HT  -         732.646 (meters)    2403.69  (feet)  COMP
 CU0594  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 CU0594
 CU0594  VERT ORDER  -  FIRST     CLASS II
 CU0594
 CU0594.The horizontal coordinates were scaled from a topographic map and have
 CU0594.an estimated accuracy of +/- 6 seconds.
 CU0594
 CU0594.The orthometric height was determined by differential leveling
 CU0594.and adjusted by the National Geodetic Survey in June 1991..
 CU0594
 CU0594.The geoid height was determined by GEOID03.
 CU0594
 CU0594.The dynamic height is computed by dividing the NAVD 88
 CU0594.geopotential number by the normal gravity value computed on the
 CU0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0594.degrees latitude (g = 980.6199 gals.).
 CU0594
 CU0594.The modeled gravity was interpolated from observed gravity values.
 CU0594
 CU0594;                    North         East    Units  Estimated Accuracy
 CU0594;SPC TXNC     - 2,068,920.      317,060.      MT  (+/- 180 meters Scaled)
 CU0594
 CU0594                          SUPERSEDED SURVEY CONTROL
 CU0594
 CU0594  NGVD 29 (??/??/92)  733.382  (m)         2406.10   (f) ADJ UNCH    1 2
 CU0594
 CU0594.Superseded values are not recommended for survey control.
 CU0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0594.See file dsdata.txt to determine how the superseded data were derived.
 CU0594
 CU0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA641710(NAD 83)
 CU0594_MARKER: DB = BENCH MARK DISK
 CU0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0594_STAMPING: B 1059 1956
 CU0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0594+STABILITY: SURFACE MOTION
 CU0594
 CU0594  HISTORY     - Date     Condition        Report By
 CU0594  HISTORY     - 1956     MONUMENTED       CGS
 CU0594  HISTORY     - 1966     MARK NOT FOUND   USGS
 CU0594
 CU0594                          STATION DESCRIPTION
 CU0594
 CU0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0594'1.65 MI SW FROM BIG SPRING.
 CU0594'1.65 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0594'STATION AT BIG SPRING, 83 FEET EAST OF MILEPOST 515, 51 FEET SOUTH OF
 CU0594'THE SOUTH RAIL, 14.4 FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW
 CU0594'OF TELEPHONE POLES, 3 FEET SOUTH OF A FENCE, 2.7 FEET WEST OF A
 CU0594'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CU0594'FOOT ABOVE THE GROUND.
 CU0594
 CU0594                          STATION RECOVERY (1966)
 CU0594
 CU0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0001 ***********************************************************************
 BP0001  DESIGNATION -  B 106
 BP0001  PID         -  BP0001
 BP0001  STATE/COUNTY-  TX/PECOS
 BP0001  USGS QUAD   -  INDIAN MESA SE (1969)
 BP0001
 BP0001                         *CURRENT SURVEY CONTROL
 BP0001  ___________________________________________________________________
 BP0001* NAD 83(1986)-  30 49 01.     (N)    102 00 11.     (W)     SCALED    
 BP0001* NAVD 88     -       748.766  (meters)    2456.58   (feet)  ADJUSTED  
 BP0001  ___________________________________________________________________
 BP0001  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BP0001  DYNAMIC HT  -         747.672 (meters)    2452.99  (feet)  COMP
 BP0001  MODELED GRAV-     979,155.9   (mgal)                       NAVD 88
 BP0001
 BP0001  VERT ORDER  -  FIRST     CLASS II
 BP0001
 BP0001.The horizontal coordinates were scaled from a topographic map and have
 BP0001.an estimated accuracy of +/- 6 seconds.
 BP0001
 BP0001.The orthometric height was determined by differential leveling
 BP0001.and adjusted by the National Geodetic Survey in June 1991..
 BP0001
 BP0001.The geoid height was determined by GEOID03.
 BP0001
 BP0001.The dynamic height is computed by dividing the NAVD 88
 BP0001.geopotential number by the normal gravity value computed on the
 BP0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0001.degrees latitude (g = 980.6199 gals.).
 BP0001
 BP0001.The modeled gravity was interpolated from observed gravity values.
 BP0001
 BP0001;                    North         East    Units  Estimated Accuracy
 BP0001;SPC TX C     - 3,128,710.      540,260.      MT  (+/- 180 meters Scaled)
 BP0001
 BP0001                          SUPERSEDED SURVEY CONTROL
 BP0001
 BP0001  NGVD 29 (??/??/92)  748.526  (m)         2455.79   (f) ADJ UNCH    1 2
 BP0001
 BP0001.Superseded values are not recommended for survey control.
 BP0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0001.See file dsdata.txt to determine how the superseded data were derived.
 BP0001
 BP0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ867131(NAD 83)
 BP0001_MARKER: DB = BENCH MARK DISK
 BP0001_SETTING: 66 = SET IN ROCK OUTCROP
 BP0001_SP_SET: ROCK OUTCROP
 BP0001_STAMPING: B 106 1933 2455.789
 BP0001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0001+STABILITY: POSITION/ELEVATION WELL
 BP0001
 BP0001  HISTORY     - Date     Condition        Report By
 BP0001  HISTORY     - 1933     MONUMENTED       CGS
 BP0001  HISTORY     - 1958     GOOD             NGS
 BP0001
 BP0001                          STATION DESCRIPTION
 BP0001
 BP0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0001'16.05 MI W FROM SHEFFIELD.
 BP0001'ABOUT 16.05 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0001'SHEFFIELD, IN THE TOP OF A SMALL FLAT ROCK OUTCROP, 175 FEET EAST OF
 BP0001'THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE NORTH OF A SHARP CURVE,
 BP0001'124 FEET SOUTHEAST OF A CONCRETE HIGHWAY MARKER NUMBER 240, 104 FEET
 BP0001'EAST OF THE EAST HIGHWAY RIGHT OF WAY FENCE, AND ABOUT LEVEL WITH THE
 BP0001'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0558 ***********************************************************************
 CU0558  DESIGNATION -  B 1060
 CU0558  PID         -  CU0558
 CU0558  STATE/COUNTY-  TX/HOWARD
 CU0558  USGS QUAD   -  IATAN (1978)
 CU0558
 CU0558                         *CURRENT SURVEY CONTROL
 CU0558  ___________________________________________________________________
 CU0558* NAD 83(1986)-  32 18 28.     (N)    101 14 39.     (W)     SCALED    
 CU0558* NAVD 88     -       711.046  (meters)    2332.82   (feet)  ADJUSTED  
 CU0558  ___________________________________________________________________
 CU0558  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CU0558  DYNAMIC HT  -         710.085 (meters)    2329.67  (feet)  COMP
 CU0558  MODELED GRAV-     979,264.2   (mgal)                       NAVD 88
 CU0558
 CU0558  VERT ORDER  -  FIRST     CLASS II
 CU0558
 CU0558.The horizontal coordinates were scaled from a topographic map and have
 CU0558.an estimated accuracy of +/- 6 seconds.
 CU0558
 CU0558.The orthometric height was determined by differential leveling
 CU0558.and adjusted by the National Geodetic Survey in June 1991..
 CU0558
 CU0558.The geoid height was determined by GEOID03.
 CU0558
 CU0558.The dynamic height is computed by dividing the NAVD 88
 CU0558.geopotential number by the normal gravity value computed on the
 CU0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0558.degrees latitude (g = 980.6199 gals.).
 CU0558
 CU0558.The modeled gravity was interpolated from observed gravity values.
 CU0558
 CU0558;                    North         East    Units  Estimated Accuracy
 CU0558;SPC TXNC     - 2,074,470.      341,610.      MT  (+/- 180 meters Scaled)
 CU0558
 CU0558                          SUPERSEDED SURVEY CONTROL
 CU0558
 CU0558  NGVD 29 (??/??/92)  710.800  (m)         2332.02   (f) ADJ UNCH    1 2
 CU0558
 CU0558.Superseded values are not recommended for survey control.
 CU0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0558.See file dsdata.txt to determine how the superseded data were derived.
 CU0558
 CU0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA887767(NAD 83)
 CU0558_MARKER: DB = BENCH MARK DISK
 CU0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0558_SP_SET: FOUNDATION
 CU0558_STAMPING: B 1060 1956
 CU0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0558
 CU0558  HISTORY     - Date     Condition        Report By
 CU0558  HISTORY     - 1956     MONUMENTED       CGS
 CU0558
 CU0558                          STATION DESCRIPTION
 CU0558
 CU0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0558'3.8 MI NE FROM COAHOMA.
 CU0558'3.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0558'STATION AT COAHOMA, 5 1/2 POLES SOUTHWEST OF MILEPOST 499, 41 FEET
 CU0558'NORTHWEST OF THE NORTHWEST RAIL, 36.5 FEET NORTH OF THE NORTHEAST
 CU0558'CORNER OF TRESTLE 499.1, 35 FEET SOUTHEAST OF A FENCE, 3 FEET BELOW
 CU0558'THE TOP OF THE RAILS, SET IN THE TOP OF THE CENTER OF THE SOUTH END OF
 CU0558'AN OLD 8X22 FOOT CONCRETE FOUNDATION, 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0639 ***********************************************************************
 CU0639  DESIGNATION -  B 1061
 CU0639  PID         -  CU0639
 CU0639  STATE/COUNTY-  TX/MIDLAND
 CU0639  USGS QUAD   -  GERMANIA (1974)
 CU0639
 CU0639                         *CURRENT SURVEY CONTROL
 CU0639  ___________________________________________________________________
 CU0639* NAD 83(1986)-  32 02 09.     (N)    101 59 48.     (W)     SCALED    
 CU0639* NAVD 88     -       845.330  (meters)    2773.39   (feet)  POSTED    
 CU0639  ___________________________________________________________________
 CU0639  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 CU0639  DYNAMIC HT  -         844.150 (meters)    2769.52  (feet)  COMP
 CU0639  MODELED GRAV-     979,211.1   (mgal)                       NAVD 88
 CU0639
 CU0639  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CU0639
 CU0639.The horizontal coordinates were scaled from a topographic map and have
 CU0639.an estimated accuracy of +/- 6 seconds.
 CU0639
 CU0639.The orthometric height was determined by differential leveling
 CU0639.and adjusted by the National Geodetic Survey in 1992..
 CU0639.No vertical observational check was made to the station.
 CU0639.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CU0639.was located on a no-check spur therefore a value was not computed.
 CU0639
 CU0639.The geoid height was determined by GEOID03.
 CU0639
 CU0639.The dynamic height is computed by dividing the NAVD 88
 CU0639.geopotential number by the normal gravity value computed on the
 CU0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0639.degrees latitude (g = 980.6199 gals.).
 CU0639
 CU0639.The modeled gravity was interpolated from observed gravity values.
 CU0639
 CU0639;                    North         East    Units  Estimated Accuracy
 CU0639;SPC TX C     - 3,263,830.      542,890.      MT  (+/- 180 meters Scaled)
 CU0639
 CU0639                          SUPERSEDED SURVEY CONTROL
 CU0639
 CU0639  NGVD 29 (??/??/92)  844.965  (m)         2772.19   (f) ADJ UNCH    1 2
 CU0639
 CU0639.Superseded values are not recommended for survey control.
 CU0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0639.See file dsdata.txt to determine how the superseded data were derived.
 CU0639
 CU0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA170483(NAD 83)
 CU0639_MARKER: DB = BENCH MARK DISK
 CU0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0639_STAMPING: B 1061 1956
 CU0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0639+STABILITY: SURFACE MOTION
 CU0639
 CU0639  HISTORY     - Date     Condition        Report By
 CU0639  HISTORY     - 1956     MONUMENTED       CGS
 CU0639  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0639
 CU0639                          STATION DESCRIPTION
 CU0639
 CU0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0639'5.4 MI NE FROM MIDLAND.
 CU0639'5.4 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0639'STATION AT MIDLAND, 203 FEET NORTHWEST OF THE 1ST POLE SOUTHWEST OF
 CU0639'MILEPOST 548, 163 FEET NORTHWEST OF THE NORTHWEST RAIL, AT THE
 CU0639'NORTHEAST END OF A ROADSIDE PARK, 134 FEET SOUTHEAST OF THE CENTER
 CU0639'LINE OF THE NORTHWEST TRAFFIC LANE OF U.S. HIGHWAY 80, 75 FEET
 CU0639'NORTHWEST OF THE CENTER LINE OF THE SOUTHEAST TRAFFIC LANE OF U.S.
 CU0639'HIGHWAY 80, 27 FEET NORTHEAST OF A 12 INCH ELM TREE, SET IN THE TOP OF
 CU0639'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CU0639
 CU0639                          STATION RECOVERY (1982)
 CU0639
 CU0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0056 ***********************************************************************
 CC0056  DESIGNATION -  B 1062
 CC0056  PID         -  CC0056
 CC0056  STATE/COUNTY-  TX/ECTOR
 CC0056  USGS QUAD   -  ODESSA SW (1981)
 CC0056
 CC0056                         *CURRENT SURVEY CONTROL
 CC0056  ___________________________________________________________________
 CC0056* NAD 83(1986)-  31 50 00.     (N)    102 23 15.     (W)     SCALED    
 CC0056* NAVD 88     -       882.279  (meters)    2894.61   (feet)  ADJUSTED  
 CC0056  ___________________________________________________________________
 CC0056  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CC0056  DYNAMIC HT  -         881.032 (meters)    2890.52  (feet)  COMP
 CC0056  MODELED GRAV-     979,196.5   (mgal)                       NAVD 88
 CC0056
 CC0056  VERT ORDER  -  FIRST     CLASS II
 CC0056
 CC0056.The horizontal coordinates were scaled from a topographic map and have
 CC0056.an estimated accuracy of +/- 6 seconds.
 CC0056
 CC0056.The orthometric height was determined by differential leveling
 CC0056.and adjusted by the National Geodetic Survey in June 1991..
 CC0056
 CC0056.The geoid height was determined by GEOID03.
 CC0056
 CC0056.The dynamic height is computed by dividing the NAVD 88
 CC0056.geopotential number by the normal gravity value computed on the
 CC0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0056.degrees latitude (g = 980.6199 gals.).
 CC0056
 CC0056.The modeled gravity was interpolated from observed gravity values.
 CC0056
 CC0056;                    North         East    Units  Estimated Accuracy
 CC0056;SPC TX C     - 3,241,990.      505,560.      MT  (+/- 180 meters Scaled)
 CC0056
 CC0056                          SUPERSEDED SURVEY CONTROL
 CC0056
 CC0056  NGVD 29 (??/??/92)  881.890  (m)         2893.33   (f) ADJ UNCH    1 2
 CC0056
 CC0056.Superseded values are not recommended for survey control.
 CC0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0056.See file dsdata.txt to determine how the superseded data were derived.
 CC0056
 CC0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR472249(NAD 83)
 CC0056_MARKER: DB = BENCH MARK DISK
 CC0056_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0056_SP_SET: 19.5 FT
 CC0056_STAMPING: B 1062 1956
 CC0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0056
 CC0056  HISTORY     - Date     Condition        Report By
 CC0056  HISTORY     - 1956     MONUMENTED       CGS
 CC0056  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0056
 CC0056                          STATION DESCRIPTION
 CC0056
 CC0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0056'1.3 MI SW FROM ODESSA.
 CC0056'1.3 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0056'STATION AT ODESSA, 170 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD
 CC0056'LEADING WEST, 20.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 CC0056'TRACK, 17.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK, 2.5
 CC0056'FEET NORTHEAST OF A WITNESS POST, 54.4 FEET NORTH OF THE 5TH POLE
 CC0056'NORTHEAST OF MILEPOST 575, CLAMPED ON THE TOP OF A 1/2 INCH COPPER
 CC0056'COATED STEEL ROD WHICH IS DRIVEN 19.5 FEET IN THE GROUND, INCASED IN A
 CC0056'6 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, 4 FEET
 CC0056'BELOW THE TOP OF THE RAILS.
 CC0056
 CC0056                          STATION RECOVERY (1982)
 CC0056
 CC0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0215 ***********************************************************************
 CC0215  DESIGNATION -  B 1063
 CC0215  PID         -  CC0215
 CC0215  STATE/COUNTY-  TX/ECTOR
 CC0215  USGS QUAD   -  METZ (1981)
 CC0215
 CC0215                         *CURRENT SURVEY CONTROL
 CC0215  ___________________________________________________________________
 CC0215* NAD 83(1986)-  31 39 50.     (N)    102 43 28.     (W)     SCALED    
 CC0215* NAVD 88     -       864.730  (meters)    2837.03   (feet)  ADJUSTED  
 CC0215  ___________________________________________________________________
 CC0215  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CC0215  DYNAMIC HT  -         863.528 (meters)    2833.09  (feet)  COMP
 CC0215  MODELED GRAV-     979,220.5   (mgal)                       NAVD 88
 CC0215
 CC0215  VERT ORDER  -  FIRST     CLASS II
 CC0215
 CC0215.The horizontal coordinates were scaled from a topographic map and have
 CC0215.an estimated accuracy of +/- 6 seconds.
 CC0215
 CC0215.The orthometric height was determined by differential leveling
 CC0215.and adjusted by the National Geodetic Survey in June 1991..
 CC0215
 CC0215.The geoid height was determined by GEOID03.
 CC0215
 CC0215.The dynamic height is computed by dividing the NAVD 88
 CC0215.geopotential number by the normal gravity value computed on the
 CC0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0215.degrees latitude (g = 980.6199 gals.).
 CC0215
 CC0215.The modeled gravity was interpolated from observed gravity values.
 CC0215
 CC0215;                    North         East    Units  Estimated Accuracy
 CC0215;SPC TX C     - 3,223,850.      473,270.      MT  (+/- 180 meters Scaled)
 CC0215
 CC0215                          SUPERSEDED SURVEY CONTROL
 CC0215
 CC0215  NGVD 29 (??/??/92)  864.378  (m)         2835.88   (f) ADJ UNCH    1 2
 CC0215
 CC0215.Superseded values are not recommended for survey control.
 CC0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0215.See file dsdata.txt to determine how the superseded data were derived.
 CC0215
 CC0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR157054(NAD 83)
 CC0215_MARKER: DB = BENCH MARK DISK
 CC0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0215_STAMPING: B 1063 1956
 CC0215_MARK LOGO: CGS   
 CC0215_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0215+STABILITY: SURFACE MOTION
 CC0215
 CC0215  HISTORY     - Date     Condition        Report By
 CC0215  HISTORY     - 1956     MONUMENTED       CGS
 CC0215  HISTORY     - 1982     GOOD             NGS
 CC0215  HISTORY     - 20010202 GOOD             USPSQD
 CC0215
 CC0215                          STATION DESCRIPTION
 CC0215
 CC0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0215'11.2 MI NE FROM MONAHANS.
 CC0215'11.2 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0215'STATION AT MONAHANS, 152 FEET WEST OF THE 7TH POLE SOUTHWEST OF
 CC0215'MILEPOST 598, 95.5 FEET NORTH OF THE NORTH CORNER OF A HAND CAR
 CC0215'SETOFF, 95.1 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.3 FEET NORTHEAST
 CC0215'OF A WITNESS POST, 2.7 FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF A
 CC0215'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CC0215
 CC0215                          STATION RECOVERY (1982)
 CC0215
 CC0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0215'17.9 KM (11.1 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0215'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.2 KM (0.1 MI)
 CC0215'WEST OF MILEPOST 598, 28.7 METERS (94.2 FT) NORTH OF A UTILITY POLE,
 CC0215'29.0 METERS (95.1 FT) NORTH-NORTHWEST OF THE NEAR RAIL, 0.9 METER (3.0
 CC0215'FT) NORTHEAST OF A WOODEN WITNESS POST AND 0.3 METER (1.0 FT)
 CC0215'SOUTH-SOUTHEAST OF A WIRE FENCE.
 CC0215'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CC0215'THE MARK IS 0.5 M BELOW THE TRACKS.
 CC0215
 CC0215                          STATION RECOVERY (2001)
 CC0215
 CC0215'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0345 ***********************************************************************
 CC0345  DESIGNATION -  B 1064
 CC0345  PID         -  CC0345
 CC0345  STATE/COUNTY-  TX/REEVES
 CC0345  USGS QUAD   -  HERMOSA (1970)
 CC0345
 CC0345                         *CURRENT SURVEY CONTROL
 CC0345  ___________________________________________________________________
 CC0345* NAD 83(1986)-  31 22 31.     (N)    103 38 52.     (W)     SCALED    
 CC0345* NAVD 88     -       834.858  (meters)    2739.03   (feet)  ADJUSTED  
 CC0345  ___________________________________________________________________
 CC0345  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CC0345  DYNAMIC HT  -         833.631 (meters)    2735.00  (feet)  COMP
 CC0345  MODELED GRAV-     979,142.3   (mgal)                       NAVD 88
 CC0345
 CC0345  VERT ORDER  -  FIRST     CLASS II
 CC0345
 CC0345.The horizontal coordinates were scaled from a topographic map and have
 CC0345.an estimated accuracy of +/- 6 seconds.
 CC0345
 CC0345.The orthometric height was determined by differential leveling
 CC0345.and adjusted by the National Geodetic Survey in June 1991..
 CC0345.WARNING-Repeat measurements at this control monument indicate possible
 CC0345.vertical movement.
 CC0345
 CC0345.The geoid height was determined by GEOID03.
 CC0345
 CC0345.The dynamic height is computed by dividing the NAVD 88
 CC0345.geopotential number by the normal gravity value computed on the
 CC0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0345.degrees latitude (g = 980.6199 gals.).
 CC0345
 CC0345.The modeled gravity was interpolated from observed gravity values.
 CC0345
 CC0345;                    North         East    Units  Estimated Accuracy
 CC0345;SPC TX C     - 3,194,110.      384,780.      MT  (+/- 180 meters Scaled)
 CC0345
 CC0345                          SUPERSEDED SURVEY CONTROL
 CC0345
 CC0345  NGVD 29 (??/??/92)  834.768  (m)         2738.73   (f) ADJ UNCH    1 2
 CC0345
 CC0345.Superseded values are not recommended for survey control.
 CC0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0345.See file dsdata.txt to determine how the superseded data were derived.
 CC0345
 CC0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ285719(NAD 83)
 CC0345_MARKER: DB = BENCH MARK DISK
 CC0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0345_STAMPING: B 1064 1956
 CC0345_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0345+STABILITY: SURFACE MOTION
 CC0345
 CC0345  HISTORY     - Date     Condition        Report By
 CC0345  HISTORY     - 1956     MONUMENTED       CGS
 CC0345  HISTORY     - 1981     GOOD             NGS
 CC0345
 CC0345                          STATION DESCRIPTION
 CC0345
 CC0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0345'9.7 MI SW FROM PECOS.
 CC0345'9.7 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0345'STATION AT PECOS, 0.7 MILE SOUTHWEST OF THE STATION SIGN AT HERMOSA,
 CC0345'92 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 24 FEET
 CC0345'SOUTHEAST OF THE SOUTHEAST RAIL, 4.3 FEET NORTHWEST OF THE 17TH POLE
 CC0345'SOUTHWEST OF MILEPOST 656, 2.7 FEET SOUTHWEST OF A WITNESS POST, 1.0
 CC0345'MILE NORTHEAST OF BENCH MARK V 1058, SET IN THE TOP OF A CONCRETE POST
 CC0345'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CC0345
 CC0345                          STATION RECOVERY (1981)
 CC0345
 CC0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0345'12.9 KM (8.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0345'JUNCTION WITH STATE HIGHWAY 17 IN PECOS, 0.1 KM (0.05 MI) SOUTHWEST
 CC0345'OF MILE POST 32, 48.5 METERS (159.0 FT) NORTH-NORTHWEST OF THE
 CC0345'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 27.1 METERS
 CC0345'(89.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD,
 CC0345'7.9 METERS (26.0 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL OF THE
 CC0345'MISSOURI PACIFIC RAILROAD, 2.2 METERS (7.2 FT) EAST-NORTHEAST OF
 CC0345'A UTILITY POLE, AND 0.9 METER (2.9 FT) SOUTHWEST OF A WOODEN
 CC0345'WITNESS POST.
 CC0345'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CC0345'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0268 ***********************************************************************
 CC0268  DESIGNATION -  B 1065
 CC0268  PID         -  CC0268
 CC0268  STATE/COUNTY-  TX/WARD
 CC0268  USGS QUAD   -  PYOTE WEST (1981)
 CC0268
 CC0268                         *CURRENT SURVEY CONTROL
 CC0268  ___________________________________________________________________
 CC0268* NAD 83(1986)-  31 30 59.     (N)    103 10 46.     (W)     SCALED    
 CC0268* NAVD 88     -       794.653  (meters)    2607.12   (feet)  ADJUSTED  
 CC0268  ___________________________________________________________________
 CC0268  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CC0268  DYNAMIC HT  -         793.514 (meters)    2603.39  (feet)  COMP
 CC0268  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 CC0268
 CC0268  VERT ORDER  -  FIRST     CLASS II
 CC0268
 CC0268.The horizontal coordinates were scaled from a topographic map and have
 CC0268.an estimated accuracy of +/- 6 seconds.
 CC0268
 CC0268.The orthometric height was determined by differential leveling
 CC0268.and adjusted by the National Geodetic Survey in June 1991..
 CC0268
 CC0268.The geoid height was determined by GEOID03.
 CC0268
 CC0268.The dynamic height is computed by dividing the NAVD 88
 CC0268.geopotential number by the normal gravity value computed on the
 CC0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0268.degrees latitude (g = 980.6199 gals.).
 CC0268
 CC0268.The modeled gravity was interpolated from observed gravity values.
 CC0268
 CC0268;                    North         East    Units  Estimated Accuracy
 CC0268;SPC TX C     - 3,208,510.      429,710.      MT  (+/- 180 meters Scaled)
 CC0268
 CC0268                          SUPERSEDED SURVEY CONTROL
 CC0268
 CC0268  NGVD 29 (??/??/92)  794.329  (m)         2606.06   (f) ADJ UNCH    1 2
 CC0268
 CC0268.Superseded values are not recommended for survey control.
 CC0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0268.See file dsdata.txt to determine how the superseded data were derived.
 CC0268
 CC0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ728882(NAD 83)
 CC0268_MARKER: DB = BENCH MARK DISK
 CC0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0268_STAMPING: B 1065 1956
 CC0268_MARK LOGO: CGS   
 CC0268_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0268+STABILITY: SURFACE MOTION
 CC0268
 CC0268  HISTORY     - Date     Condition        Report By
 CC0268  HISTORY     - 1956     MONUMENTED       CGS
 CC0268  HISTORY     - 1981     GOOD             NGS
 CC0268  HISTORY     - 19901124 GOOD             USPSQD
 CC0268
 CC0268                          STATION DESCRIPTION
 CC0268
 CC0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0268'3.3 MI SW FROM PYOTE.
 CC0268'3.3 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0268'STATION AT PYOTE, 9.1 FEET SOUTHWEST OF THE 5TH POLE SOUTHWEST OF
 CC0268'MILEPOST 627, 39.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 99 FEET
 CC0268'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 2.3 FEET NORTHEAST OF
 CC0268'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CC0268'FOOT ABOVE THE GROUND.
 CC0268
 CC0268                          STATION RECOVERY (1981)
 CC0268
 CC0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0268'30.4 KM (18.9 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 CC0268'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.8 KM (0.5 MI)
 CC0268'NORTHEAST OF HIGHWAY MILE POST 62, 3 POLES SOUTHWEST OF RAILROAD
 CC0268'MILE POST 627, 30.2 METERS (99.0 FT) NORTH-NORTHWEST OF THE CENTERLINE
 CC0268'OF U.S. HIGHWAY 80, 12.1 METERS (39.8 FT) SOUTH-SOUTHEAST OF THE
 CC0268'NEAR RAIL, 2.8 METERS (9.1 FT) SOUTHWEST OF A UTILITY POLE, AND 0.7
 CC0268'METER (2.3 FT) NORTHEAST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0268'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CC0268'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0268
 CC0268                          STATION RECOVERY (1990)
 CC0268
 CC0268'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWT)
 CC0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0517 ***********************************************************************
 CC0517  DESIGNATION -  B 1066
 CC0517  PID         -  CC0517
 CC0517  STATE/COUNTY-  TX/REEVES
 CC0517  USGS QUAD   -  SAND LAKE (1981)
 CC0517
 CC0517                         *CURRENT SURVEY CONTROL
 CC0517  ___________________________________________________________________
 CC0517* NAD 83(1986)-  31 36 01.     (N)    103 32 05.     (W)     SCALED    
 CC0517* NAVD 88     -       802.243  (meters)    2632.03   (feet)  ADJUSTED  
 CC0517  ___________________________________________________________________
 CC0517  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CC0517  DYNAMIC HT  -         801.069 (meters)    2628.17  (feet)  COMP
 CC0517  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 CC0517
 CC0517  VERT ORDER  -  FIRST     CLASS II
 CC0517
 CC0517.The horizontal coordinates were scaled from a topographic map and have
 CC0517.an estimated accuracy of +/- 6 seconds.
 CC0517
 CC0517.The orthometric height was determined by differential leveling
 CC0517.and adjusted by the National Geodetic Survey in June 1991..
 CC0517
 CC0517.The geoid height was determined by GEOID03.
 CC0517
 CC0517.The dynamic height is computed by dividing the NAVD 88
 CC0517.geopotential number by the normal gravity value computed on the
 CC0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0517.degrees latitude (g = 980.6199 gals.).
 CC0517
 CC0517.The modeled gravity was interpolated from observed gravity values.
 CC0517
 CC0517;                    North         East    Units  Estimated Accuracy
 CC0517;SPC TX C     - 3,218,730.      396,250.      MT  (+/- 180 meters Scaled)
 CC0517
 CC0517                          SUPERSEDED SURVEY CONTROL
 CC0517
 CC0517  NGVD 29 (??/??/92)  801.891  (m)         2630.87   (f) ADJ UNCH    1 2
 CC0517
 CC0517.Superseded values are not recommended for survey control.
 CC0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0517.See file dsdata.txt to determine how the superseded data were derived.
 CC0517
 CC0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ390970(NAD 83)
 CC0517_MARKER: DB = BENCH MARK DISK
 CC0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0517_STAMPING: B 1066 1956
 CC0517_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0517+STABILITY: SURFACE MOTION
 CC0517
 CC0517  HISTORY     - Date     Condition        Report By
 CC0517  HISTORY     - 1956     MONUMENTED       CGS
 CC0517  HISTORY     - 1981     GOOD             NGS
 CC0517
 CC0517                          STATION DESCRIPTION
 CC0517
 CC0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0517'12.5 MI N FROM PECOS.
 CC0517'12.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0517'STATION AT PECOS, 71.4 FEET EAST OF BENCH MARK C 22, 80.4 FEET EAST OF
 CC0517'MILEPOST 259, 25 FEET NORTHEAST OF THE NORTHEAST RAIL, 43 FEET
 CC0517'SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 2.3 FEET NORTHWEST OF
 CC0517'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CC0517'FOOT ABOVE THE GROUND.
 CC0517
 CC0517                          STATION RECOVERY (1981)
 CC0517
 CC0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0517'19.8 KM (12.3 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0517'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD, 0.6
 CC0517'KM (0.4 MI) NORTH OF A GRAVEL ROAD LEADING NORTHEAST, 30.5 METERS
 CC0517'(100.0 FT) EAST-NORTHEAST OF THE CENTER OF FARM ROAD 1216, 22.3 METERS
 CC0517'(73.0 FT) SOUTHEAST OF MILE POST 259, 7.6 METERS (25.0 FT)
 CC0517'EAST-NORTHEAST OF THE NEAR RAIL, AND 0.7 METER (2.3 FT)
 CC0517'NORTH-NORTHWEST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0517'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 CC0517'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0370 ***********************************************************************
 CC0370  DESIGNATION -  B 1068
 CC0370  PID         -  CC0370
 CC0370  STATE/COUNTY-  TX/REEVES
 CC0370  USGS QUAD   -  GOZAR (1970)
 CC0370
 CC0370                         *CURRENT SURVEY CONTROL
 CC0370  ___________________________________________________________________
 CC0370* NAD 83(1986)-  31 12 03.     (N)    103 56 41.     (W)     SCALED    
 CC0370* NAVD 88     -      1017.823  (meters)    3339.31   (feet)  ADJUSTED  
 CC0370  ___________________________________________________________________
 CC0370  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CC0370  DYNAMIC HT  -        1016.311 (meters)    3334.35  (feet)  COMP
 CC0370  MODELED GRAV-     979,120.3   (mgal)                       NAVD 88
 CC0370
 CC0370  VERT ORDER  -  FIRST     CLASS II
 CC0370
 CC0370.The horizontal coordinates were scaled from a topographic map and have
 CC0370.an estimated accuracy of +/- 6 seconds.
 CC0370
 CC0370.The orthometric height was determined by differential leveling
 CC0370.and adjusted by the National Geodetic Survey in June 1991..
 CC0370
 CC0370.The geoid height was determined by GEOID03.
 CC0370
 CC0370.The dynamic height is computed by dividing the NAVD 88
 CC0370.geopotential number by the normal gravity value computed on the
 CC0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0370.degrees latitude (g = 980.6199 gals.).
 CC0370
 CC0370.The modeled gravity was interpolated from observed gravity values.
 CC0370
 CC0370;                    North         East    Units  Estimated Accuracy
 CC0370;SPC TX C     - 3,175,660.      355,920.      MT  (+/- 180 meters Scaled)
 CC0370
 CC0370                          SUPERSEDED SURVEY CONTROL
 CC0370
 CC0370  NGVD 29 (??/??/92) 1017.443  (m)         3338.06   (f) ADJ UNCH    1 2
 CC0370
 CC0370.Superseded values are not recommended for survey control.
 CC0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0370.See file dsdata.txt to determine how the superseded data were derived.
 CC0370
 CC0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ005523(NAD 83)
 CC0370_MARKER: DB = BENCH MARK DISK
 CC0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0370_STAMPING: B 1068 1956
 CC0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0370+STABILITY: SURFACE MOTION
 CC0370
 CC0370  HISTORY     - Date     Condition        Report By
 CC0370  HISTORY     - 1956     MONUMENTED       CGS
 CC0370
 CC0370                          STATION DESCRIPTION
 CC0370
 CC0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0370'1.5 MI SW FROM GOZAR.
 CC0370'1.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0370'SECTION FOREMANS HOUSE AT GOZAR, 49 FEET EAST OF MILEPOST 678, 59 FEET
 CC0370'SOUTHEAST OF THE SOUTHEAST RAIL, 18 FEET SOUTHEAST OF A ROW OF
 CC0370'TELEPHONE POLES, 39 FEET NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A
 CC0370'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CC0370'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0108 ***********************************************************************
 CD0108  DESIGNATION -  B 1069
 CD0108  PID         -  CD0108
 CD0108  STATE/COUNTY-  TX/CULBERSON
 CD0108  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0108
 CD0108                         *CURRENT SURVEY CONTROL
 CD0108  ___________________________________________________________________
 CD0108* NAD 83(1986)-  31 04 06.     (N)    104 15 54.     (W)     SCALED    
 CD0108* NAVD 88     -      1319.239  (meters)    4328.20   (feet)  ADJUSTED  
 CD0108  ___________________________________________________________________
 CD0108  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 CD0108  DYNAMIC HT  -        1317.185 (meters)    4321.46  (feet)  COMP
 CD0108  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 CD0108
 CD0108  VERT ORDER  -  FIRST     CLASS II
 CD0108
 CD0108.The horizontal coordinates were scaled from a topographic map and have
 CD0108.an estimated accuracy of +/- 6 seconds.
 CD0108
 CD0108.The orthometric height was determined by differential leveling
 CD0108.and adjusted by the National Geodetic Survey in June 1991..
 CD0108
 CD0108.The geoid height was determined by GEOID03.
 CD0108
 CD0108.The dynamic height is computed by dividing the NAVD 88
 CD0108.geopotential number by the normal gravity value computed on the
 CD0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0108.degrees latitude (g = 980.6199 gals.).
 CD0108
 CD0108.The modeled gravity was interpolated from observed gravity values.
 CD0108
 CD0108;                    North         East    Units  Estimated Accuracy
 CD0108;SPC TX C     - 3,162,010.      324,900.      MT  (+/- 180 meters Scaled)
 CD0108
 CD0108                          SUPERSEDED SURVEY CONTROL
 CD0108
 CD0108  NGVD 29 (??/??/92) 1318.734  (m)         4326.55   (f) ADJ UNCH    1 2
 CD0108
 CD0108.Superseded values are not recommended for survey control.
 CD0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0108.See file dsdata.txt to determine how the superseded data were derived.
 CD0108
 CD0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ701374(NAD 83)
 CD0108_MARKER: DB = BENCH MARK DISK
 CD0108_SETTING: 66 = SET IN ROCK OUTCROP
 CD0108_SP_SET: LIMESTONE LEDGE
 CD0108_STAMPING: B 1069 1956
 CD0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0108+STABILITY: POSITION/ELEVATION WELL
 CD0108
 CD0108  HISTORY     - Date     Condition        Report By
 CD0108  HISTORY     - 1956     MONUMENTED       CGS
 CD0108
 CD0108                          STATION DESCRIPTION
 CD0108
 CD0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0108'2.85 MI W FROM KENT.
 CD0108'2.85 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0108'AT KENT, 10 RAILS EAST OF THE WEST END OF A CUT, 47 FEET SOUTHWEST OF
 CD0108'A FENCE CORNER, 46.4 FEET SOUTH OF A FENCE, 13 FEET NORTH OF THE NORTH
 CD0108'RAIL, 1 FOOT ABOVE THE TOP OF THE RAILS, 11 POLES WEST OF MILEPOST
 CD0108'701, 20.6 FEET WEST OF BENCH MARK E 17, SET IN THE TOP OF A LIMESTONE
 CD0108'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0164 ***********************************************************************
 BP0164  DESIGNATION -  B 107
 BP0164  PID         -  BP0164
 BP0164  STATE/COUNTY-  TX/PECOS
 BP0164  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0164
 BP0164                         *CURRENT SURVEY CONTROL
 BP0164  ___________________________________________________________________
 BP0164* NAD 83(1986)-  30 59 04.     (N)    102 53 02.     (W)     SCALED    
 BP0164* NAVD 88     -       869.701  (meters)    2853.34   (feet)  POSTED    
 BP0164  ___________________________________________________________________
 BP0164  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0164  DYNAMIC HT  -         868.400 (meters)    2849.08  (feet)  COMP
 BP0164  MODELED GRAV-     979,114.3   (mgal)                       NAVD 88
 BP0164
 BP0164  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0164
 BP0164.The horizontal coordinates were scaled from a topographic map and have
 BP0164.an estimated accuracy of +/- 6 seconds.
 BP0164
 BP0164.The orthometric height was determined by differential leveling
 BP0164.and adjusted by the National Geodetic Survey in 1992..
 BP0164.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0164.rate of 1.1 thru 2.0 mm/km.
 BP0164
 BP0164.The geoid height was determined by GEOID03.
 BP0164
 BP0164.The dynamic height is computed by dividing the NAVD 88
 BP0164.geopotential number by the normal gravity value computed on the
 BP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0164.degrees latitude (g = 980.6199 gals.).
 BP0164
 BP0164.The modeled gravity was interpolated from observed gravity values.
 BP0164
 BP0164;                    North         East    Units  Estimated Accuracy
 BP0164;SPC TX C     - 3,148,880.      456,420.      MT  (+/- 180 meters Scaled)
 BP0164
 BP0164                          SUPERSEDED SURVEY CONTROL
 BP0164
 BP0164  NGVD 29 (??/??/92)  869.379  (m)         2852.29   (f) ADJ UNCH    1 2
 BP0164
 BP0164.Superseded values are not recommended for survey control.
 BP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0164.See file dsdata.txt to determine how the superseded data were derived.
 BP0164
 BP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ020298(NAD 83)
 BP0164_MARKER: DB = BENCH MARK DISK
 BP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0164_STAMPING: 2852.288 B107 1933
 BP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0164+STABILITY: SURFACE MOTION
 BP0164
 BP0164  HISTORY     - Date     Condition        Report By
 BP0164  HISTORY     - 1933     MONUMENTED       CGS
 BP0164  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0164  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0164
 BP0164                          STATION DESCRIPTION
 BP0164
 BP0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0164'7.4 MI N FROM FORT STOCKTON.
 BP0164'ON THE NEW HIGHWAY CUT-OFF EAST OF THE OLD HIGHWAY, AT STATION 327+25,
 BP0164'AND 135 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 BP0164'DISK, STAMPED 2852.288 B107 1933 AND SET IN THE TOP OF A CONCRETE
 BP0164'POST.  NOTE-- THE HIGHWAY HAS BEEN REROUTED AT THIS POINT.
 BP0164
 BP0164                          STATION RECOVERY (1996)
 BP0164
 BP0164'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0197 ***********************************************************************
 CD0197  DESIGNATION -  B 1070
 CD0197  PID         -  CD0197
 CD0197  STATE/COUNTY-  TX/CULBERSON
 CD0197  USGS QUAD   -  VAN HORN (1979)
 CD0197
 CD0197                         *CURRENT SURVEY CONTROL
 CD0197  ___________________________________________________________________
 CD0197* NAD 83(1986)-  31 02 34.     (N)    104 48 14.     (W)     SCALED    
 CD0197* NAVD 88     -      1214.360  (meters)    3984.11   (feet)  ADJUSTED  
 CD0197  ___________________________________________________________________
 CD0197  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0197  DYNAMIC HT  -        1212.451 (meters)    3977.85  (feet)  COMP
 CD0197  MODELED GRAV-     979,026.9   (mgal)                       NAVD 88
 CD0197
 CD0197  VERT ORDER  -  FIRST     CLASS II
 CD0197
 CD0197.The horizontal coordinates were scaled from a topographic map and have
 CD0197.an estimated accuracy of +/- 6 seconds.
 CD0197
 CD0197.The orthometric height was determined by differential leveling
 CD0197.and adjusted by the National Geodetic Survey in June 1991..
 CD0197
 CD0197.The geoid height was determined by GEOID03.
 CD0197
 CD0197.The dynamic height is computed by dividing the NAVD 88
 CD0197.geopotential number by the normal gravity value computed on the
 CD0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0197.degrees latitude (g = 980.6199 gals.).
 CD0197
 CD0197.The modeled gravity was interpolated from observed gravity values.
 CD0197
 CD0197;                    North         East    Units  Estimated Accuracy
 CD0197;SPC TX C     - 3,161,120.      273,400.      MT  (+/- 180 meters Scaled)
 CD0197
 CD0197                          SUPERSEDED SURVEY CONTROL
 CD0197
 CD0197  NGVD 29 (??/??/92) 1213.870  (m)         3982.51   (f) ADJ UNCH    1 2
 CD0197
 CD0197.Superseded values are not recommended for survey control.
 CD0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0197.See file dsdata.txt to determine how the superseded data were derived.
 CD0197
 CD0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ187343(NAD 83)
 CD0197_MARKER: DB = BENCH MARK DISK
 CD0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0197_STAMPING: B 1070 1956
 CD0197_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0197+STABILITY: SURFACE MOTION
 CD0197
 CD0197  HISTORY     - Date     Condition        Report By
 CD0197  HISTORY     - 1956     MONUMENTED       CGS
 CD0197  HISTORY     - 1981     GOOD             NGS
 CD0197
 CD0197                          STATION DESCRIPTION
 CD0197
 CD0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0197'1.8 MI E FROM VAN HORN.
 CD0197'1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0197'AT VAN HORN, 26.4 FEET SOUTHWEST OF THE 12TH POLE EAST OF MILEPOST
 CD0197'734, 87 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 61 FEET
 CD0197'SOUTH OF THE SOUTH RAIL, 2.7 FEET NORTH OF A WITNESS POST, SET IN THE
 CD0197'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0197
 CD0197                          STATION RECOVERY (1981)
 CD0197
 CD0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0197'2.7 KM (1.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0197'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.6 KM (0.35 MI) EAST
 CD0197'OF THE MISSOURI PACIFIC RAILROAD MILE POST 734, 49.4 METERS (162.0 FT)
 CD0197'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CD0197'26.5 METERS (87.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD
 CD0197'(OLD U.S. HIGHWAY 80), 18.6 METERS (61.0 FT) SOUTH OF THE NEAR RAIL,
 CD0197'8.0 METERS (26.4 FT) SOUTHWEST OF A UTILITY POLE, AND 0.9 METER
 CD0197'(3.0 FT) NORTH OF A 4X4 INCH WOODEN WITNESS POST.
 CD0197'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0197'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0644 ***********************************************************************
 CD0644  DESIGNATION -  B 1071
 CD0644  PID         -  CD0644
 CD0644  STATE/COUNTY-  TX/HUDSPETH
 CD0644  USGS QUAD   -  FORT HANCOCK (1972)
 CD0644
 CD0644                         *CURRENT SURVEY CONTROL
 CD0644  ___________________________________________________________________
 CD0644* NAD 83(1986)-  31 17 38.     (N)    105 50 05.     (W)     SCALED    
 CD0644* NAVD 88     -      1097.962  (meters)    3602.23   (feet)  ADJUSTED  
 CD0644  ___________________________________________________________________
 CD0644  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CD0644  DYNAMIC HT  -        1096.242 (meters)    3596.59  (feet)  COMP
 CD0644  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 CD0644
 CD0644  VERT ORDER  -  FIRST     CLASS II
 CD0644
 CD0644.The horizontal coordinates were scaled from a topographic map and have
 CD0644.an estimated accuracy of +/- 6 seconds.
 CD0644
 CD0644.The orthometric height was determined by differential leveling
 CD0644.and adjusted by the National Geodetic Survey in June 1991..
 CD0644
 CD0644.The geoid height was determined by GEOID03.
 CD0644
 CD0644.The dynamic height is computed by dividing the NAVD 88
 CD0644.geopotential number by the normal gravity value computed on the
 CD0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0644.degrees latitude (g = 980.6199 gals.).
 CD0644
 CD0644.The modeled gravity was interpolated from observed gravity values.
 CD0644
 CD0644;                    North         East    Units  Estimated Accuracy
 CD0644;SPC TX C     - 3,193,340.      176,480.      MT  (+/- 180 meters Scaled)
 CD0644
 CD0644                          SUPERSEDED SURVEY CONTROL
 CD0644
 CD0644  NGVD 29 (??/??/92) 1097.383  (m)         3600.33   (f) ADJ UNCH    1 2
 CD0644
 CD0644.Superseded values are not recommended for survey control.
 CD0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0644.See file dsdata.txt to determine how the superseded data were derived.
 CD0644
 CD0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ205624(NAD 83)
 CD0644_MARKER: DB = BENCH MARK DISK
 CD0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0644_SP_SET: FOUNDATION
 CD0644_STAMPING: B 1071 1956
 CD0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0644
 CD0644  HISTORY     - Date     Condition        Report By
 CD0644  HISTORY     - 1956     MONUMENTED       CGS
 CD0644  HISTORY     - 1972     MARK NOT FOUND   USGS
 CD0644
 CD0644                          STATION DESCRIPTION
 CD0644
 CD0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0644'0.7 MI SE FROM FORT HANCOCK.
 CD0644'0.7 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0644'STATION AT FORT HANCOCK, 7.8 FEET NORTH OF THE NORTH RAIL, 14 RAILS
 CD0644'WEST OF THE WEST END OF TRESTLE 775.16, SET IN THE TOP OF THE CENTER
 CD0644'OF THE CONCRETE FOUNDATION OF AN ABANDONED SEMAPHORE.
 CD0644
 CD0644                          STATION RECOVERY (1972)
 CD0644
 CD0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CD0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0568 ***********************************************************************
 CD0568  DESIGNATION -  B 1072
 CD0568  PID         -  CD0568
 CD0568  STATE/COUNTY-  TX/HUDSPETH
 CD0568  USGS QUAD   -  LASCA (1979)
 CD0568
 CD0568                         *CURRENT SURVEY CONTROL
 CD0568  ___________________________________________________________________
 CD0568* NAD 83(1986)-  31 11 30.     (N)    105 25 21.     (W)     SCALED    
 CD0568* NAVD 88     -      1415.945  (meters)    4645.48   (feet)  ADJUSTED  
 CD0568  ___________________________________________________________________
 CD0568  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CD0568  DYNAMIC HT  -        1413.670 (meters)    4638.02  (feet)  COMP
 CD0568  MODELED GRAV-     978,984.5   (mgal)                       NAVD 88
 CD0568
 CD0568  VERT ORDER  -  FIRST     CLASS II
 CD0568
 CD0568.The horizontal coordinates were scaled from a topographic map and have
 CD0568.an estimated accuracy of +/- 6 seconds.
 CD0568
 CD0568.The orthometric height was determined by differential leveling
 CD0568.and adjusted by the National Geodetic Survey in June 1991..
 CD0568
 CD0568.The geoid height was determined by GEOID03.
 CD0568
 CD0568.The dynamic height is computed by dividing the NAVD 88
 CD0568.geopotential number by the normal gravity value computed on the
 CD0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0568.degrees latitude (g = 980.6199 gals.).
 CD0568
 CD0568.The modeled gravity was interpolated from observed gravity values.
 CD0568
 CD0568;                    North         East    Units  Estimated Accuracy
 CD0568;SPC TX C     - 3,180,150.      215,160.      MT  (+/- 180 meters Scaled)
 CD0568
 CD0568                          SUPERSEDED SURVEY CONTROL
 CD0568
 CD0568  NGVD 29 (??/??/92) 1415.337  (m)         4643.48   (f) ADJ UNCH    1 2
 CD0568
 CD0568.Superseded values are not recommended for survey control.
 CD0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0568.See file dsdata.txt to determine how the superseded data were derived.
 CD0568
 CD0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ597509(NAD 83)
 CD0568_MARKER: DB = BENCH MARK DISK
 CD0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0568_STAMPING: B 1072 1956
 CD0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0568+STABILITY: SURFACE MOTION
 CD0568
 CD0568  HISTORY     - Date     Condition        Report By
 CD0568  HISTORY     - 1956     MONUMENTED       CGS
 CD0568
 CD0568                          STATION DESCRIPTION
 CD0568
 CD0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0568'4.0 MI W FROM SIERRA BLANCA.
 CD0568'4.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0568'STATION AT SIERRA BLANCA, 9 POLES EAST OF THE STATION SIGN AT ETHOLEN,
 CD0568'61.3 FEET SOUTH OF MILEPOST 741, 108 FEET SOUTH OF THE SOUTH RAIL OF
 CD0568'THE MAIN TRACK, 318 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CD0568'2.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CD0568'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0015 ***********************************************************************
 CE0015  DESIGNATION -  B 1073
 CE0015  PID         -  CE0015
 CE0015  STATE/COUNTY-  TX/EL PASO
 CE0015  USGS QUAD   -  CLINT (1995)
 CE0015
 CE0015                         *CURRENT SURVEY CONTROL
 CE0015  ___________________________________________________________________
 CE0015* NAD 83(1986)-  31 34 34.     (N)    106 12 50.     (W)     SCALED    
 CE0015* NAVD 88     -      1107.510  (meters)    3633.56   (feet)  ADJUSTED  
 CE0015  ___________________________________________________________________
 CE0015  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0015  DYNAMIC HT  -        1105.818 (meters)    3628.00  (feet)  COMP
 CE0015  MODELED GRAV-     979,074.8   (mgal)                       NAVD 88
 CE0015
 CE0015  VERT ORDER  -  FIRST     CLASS II
 CE0015
 CE0015.The horizontal coordinates were scaled from a topographic map and have
 CE0015.an estimated accuracy of +/- 6 seconds.
 CE0015
 CE0015.The orthometric height was determined by differential leveling
 CE0015.and adjusted by the National Geodetic Survey in June 1991..
 CE0015
 CE0015.The geoid height was determined by GEOID03.
 CE0015
 CE0015.The dynamic height is computed by dividing the NAVD 88
 CE0015.geopotential number by the normal gravity value computed on the
 CE0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0015.degrees latitude (g = 980.6199 gals.).
 CE0015
 CE0015.The modeled gravity was interpolated from observed gravity values.
 CE0015
 CE0015;                    North         East    Units  Estimated Accuracy
 CE0015;SPC TX C     - 3,226,430.      142,090.      MT  (+/- 180 meters Scaled)
 CE0015
 CE0015                          SUPERSEDED SURVEY CONTROL
 CE0015
 CE0015  NGVD 29 (??/??/92) 1106.966  (m)         3631.77   (f) ADJ UNCH    1 2
 CE0015
 CE0015.Superseded values are not recommended for survey control.
 CE0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0015.See file dsdata.txt to determine how the superseded data were derived.
 CE0015
 CE0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ848940(NAD 83)
 CE0015_MARKER: DB = BENCH MARK DISK
 CE0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0015_STAMPING: B 1073 1956
 CE0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0015+STABILITY: SURFACE MOTION
 CE0015
 CE0015  HISTORY     - Date     Condition        Report By
 CE0015  HISTORY     - 1956     MONUMENTED       CGS
 CE0015  HISTORY     - 19920507 MARK NOT FOUND   USGS
 CE0015
 CE0015                          STATION DESCRIPTION
 CE0015
 CE0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0015'1.25 MI SE FROM CLINT.
 CE0015'1.25 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0015'STATION AT CLINT, 3 1/2 RAILS SOUTHEAST OF THE CENTER OF A PRIVATE
 CE0015'ROAD CROSSING, 13 FEET NORTH OF THE 3RD POLE NORTHWEST OF MILEPOST
 CE0015'806, 28 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 18.8 FEET NORTHEAST OF A
 CE0015'FENCE CORNER, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CE0015'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CE0015
 CE0015                          STATION RECOVERY (1992)
 CE0015
 CE0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0652 ***********************************************************************
 CD0652  DESIGNATION -  B 1074
 CD0652  PID         -  CD0652
 CD0652  STATE/COUNTY-  TX/HUDSPETH
 CD0652  USGS QUAD   -  ACALA (1972)
 CD0652
 CD0652                         *CURRENT SURVEY CONTROL
 CD0652  ___________________________________________________________________
 CD0652* NAD 83(1986)-  31 22 13.     (N)    105 55 16.     (W)     SCALED    
 CD0652* NAVD 88     -      1114.209  (meters)    3655.53   (feet)  ADJUSTED  
 CD0652  ___________________________________________________________________
 CD0652  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CD0652  DYNAMIC HT  -        1112.460 (meters)    3649.80  (feet)  COMP
 CD0652  MODELED GRAV-     979,033.7   (mgal)                       NAVD 88
 CD0652
 CD0652  VERT ORDER  -  FIRST     CLASS II
 CD0652
 CD0652.The horizontal coordinates were scaled from a topographic map and have
 CD0652.an estimated accuracy of +/- 6 seconds.
 CD0652
 CD0652.The orthometric height was determined by differential leveling
 CD0652.and adjusted by the National Geodetic Survey in June 1991..
 CD0652
 CD0652.The geoid height was determined by GEOID03.
 CD0652
 CD0652.The dynamic height is computed by dividing the NAVD 88
 CD0652.geopotential number by the normal gravity value computed on the
 CD0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0652.degrees latitude (g = 980.6199 gals.).
 CD0652
 CD0652.The modeled gravity was interpolated from observed gravity values.
 CD0652
 CD0652;                    North         East    Units  Estimated Accuracy
 CD0652;SPC TX C     - 3,202,200.      168,690.      MT  (+/- 180 meters Scaled)
 CD0652
 CD0652                          SUPERSEDED SURVEY CONTROL
 CD0652
 CD0652  NGVD 29 (??/??/92) 1113.611  (m)         3653.57   (f) ADJ UNCH    1 2
 CD0652
 CD0652.Superseded values are not recommended for survey control.
 CD0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0652.See file dsdata.txt to determine how the superseded data were derived.
 CD0652
 CD0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ124710(NAD 83)
 CD0652_MARKER: DB = BENCH MARK DISK
 CD0652_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0652_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0652_STAMPING: B 1074 1956
 CD0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0652
 CD0652  HISTORY     - Date     Condition        Report By
 CD0652  HISTORY     - 1956     MONUMENTED       CGS
 CD0652
 CD0652                          STATION DESCRIPTION
 CD0652
 CD0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0652'6.8 MI NW FROM FORT HANCOCK.
 CD0652'6.8 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0652'STATION AT FORT HANCOCK, 7.8 FEET NORTHWEST OF MILEPOST 783, IN LINE
 CD0652'WITH A ROW OF TELEPHONE POLES, 41 FEET SOUTHWEST OF THE SOUTHWEST
 CD0652'RAIL, 52.8 FEET NORTHEAST OF A FENCE, 1.2 FEET NORTHEAST OF A WITNESS
 CD0652'POST, 6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A 4 INCH
 CD0652'CONCRETE PIPE WHICH IS FILLED WITH CONCRETE AND PROJECTS 0.5 FOOT
 CD0652'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0824 ***********************************************************************
 AY0824  DESIGNATION -  B 1075
 AY0824  PID         -  AY0824
 AY0824  STATE/COUNTY-  TX/BEXAR
 AY0824  USGS QUAD   -  MACDONA (1991)
 AY0824
 AY0824                         *CURRENT SURVEY CONTROL
 AY0824  ___________________________________________________________________
 AY0824* NAD 83(1986)-  29 16 52.     (N)    098 41 29.     (W)     SCALED    
 AY0824* NAVD 88     -       198.847  (meters)     652.38   (feet)  ADJUSTED  
 AY0824  ___________________________________________________________________
 AY0824  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AY0824  DYNAMIC HT  -         198.562 (meters)     651.45  (feet)  COMP
 AY0824  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 AY0824
 AY0824  VERT ORDER  -  FIRST     CLASS II
 AY0824
 AY0824.The horizontal coordinates were scaled from a topographic map and have
 AY0824.an estimated accuracy of +/- 6 seconds.
 AY0824
 AY0824.The orthometric height was determined by differential leveling
 AY0824.and adjusted by the National Geodetic Survey in June 1991..
 AY0824
 AY0824.The geoid height was determined by GEOID03.
 AY0824
 AY0824.The dynamic height is computed by dividing the NAVD 88
 AY0824.geopotential number by the normal gravity value computed on the
 AY0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0824.degrees latitude (g = 980.6199 gals.).
 AY0824
 AY0824.The modeled gravity was interpolated from observed gravity values.
 AY0824
 AY0824;                    North         East    Units  Estimated Accuracy
 AY0824;SPC TXSC     - 4,160,490.      629,990.      MT  (+/- 180 meters Scaled)
 AY0824
 AY0824                          SUPERSEDED SURVEY CONTROL
 AY0824
 AY0824  NGVD 29 (??/??/92)  198.727  (m)          651.99   (f) ADJ UNCH    1 2
 AY0824
 AY0824.Superseded values are not recommended for survey control.
 AY0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0824.See file dsdata.txt to determine how the superseded data were derived.
 AY0824
 AY0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT299391(NAD 83)
 AY0824_MARKER: DB = BENCH MARK DISK
 AY0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0824_STAMPING: B 1075 1956
 AY0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0824+STABILITY: SURFACE MOTION
 AY0824
 AY0824  HISTORY     - Date     Condition        Report By
 AY0824  HISTORY     - 1956     MONUMENTED       CGS
 AY0824  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0824  HISTORY     - 19991210 MARK NOT FOUND   USPSQD
 AY0824
 AY0824                          STATION DESCRIPTION
 AY0824
 AY0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0824'IN SAS JUNCTION.
 AY0824'AT SAS JUNCTION, 65 FEET SOUTHEAST OF THE INTERNATIONAL AND GREAT
 AY0824'NORTHERN RAILROAD STATION SIGN, 36 FEET SOUTHEAST OF THE SOUTHEAST
 AY0824'RAIL, 25 FEET SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 AY0824'TELEPHONE POLES, 25 FEET NORTHWEST OF THE CENTER LINE OF QUINTANA
 AY0824'ROAD, 1.8 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AY0824'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0824
 AY0824                          STATION RECOVERY (1966)
 AY0824
 AY0824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0824'MARK NOT FOUND.
 AY0824
 AY0824                          STATION RECOVERY (1999)
 AY0824
 AY0824'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0165 ***********************************************************************
 AO0165  DESIGNATION -  B 1076
 AO0165  PID         -  AO0165
 AO0165  STATE/COUNTY-  TX/FRIO
 AO0165  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0165
 AO0165                         *CURRENT SURVEY CONTROL
 AO0165  ___________________________________________________________________
 AO0165* NAD 83(1986)-  28 59 37.     (N)    099 03 47.     (W)     SCALED    
 AO0165* NAVD 88     -       209.165  (meters)     686.24   (feet)  ADJUSTED  
 AO0165  ___________________________________________________________________
 AO0165  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0165  DYNAMIC HT  -         208.861 (meters)     685.24  (feet)  COMP
 AO0165  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AO0165
 AO0165  VERT ORDER  -  FIRST     CLASS II
 AO0165
 AO0165.The horizontal coordinates were scaled from a topographic map and have
 AO0165.an estimated accuracy of +/- 6 seconds.
 AO0165
 AO0165.The orthometric height was determined by differential leveling
 AO0165.and adjusted by the National Geodetic Survey in June 1991..
 AO0165
 AO0165.The geoid height was determined by GEOID03.
 AO0165
 AO0165.The dynamic height is computed by dividing the NAVD 88
 AO0165.geopotential number by the normal gravity value computed on the
 AO0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0165.degrees latitude (g = 980.6199 gals.).
 AO0165
 AO0165.The modeled gravity was interpolated from observed gravity values.
 AO0165
 AO0165;                    North         East    Units  Estimated Accuracy
 AO0165;SPC TXSC     - 4,128,590.      593,860.      MT  (+/- 180 meters Scaled)
 AO0165
 AO0165                          SUPERSEDED SURVEY CONTROL
 AO0165
 AO0165  NGVD 29 (??/??/92)  209.042  (m)          685.83   (f) ADJ UNCH    1 2
 AO0165
 AO0165.Superseded values are not recommended for survey control.
 AO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0165.See file dsdata.txt to determine how the superseded data were derived.
 AO0165
 AO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT938072(NAD 83)
 AO0165_MARKER: DB = BENCH MARK DISK
 AO0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0165_SP_SET: CULVERT
 AO0165_STAMPING: B 1076 1956
 AO0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0165+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 AO0165
 AO0165  HISTORY     - Date     Condition        Report By
 AO0165  HISTORY     - 1956     MONUMENTED       CGS
 AO0165  HISTORY     - 1987     GOOD             USPSQD
 AO0165  HISTORY     - 19960806 GOOD             USPSQD
 AO0165  HISTORY     - 19980204 GOOD             USPSQD
 AO0165  HISTORY     - 20030523 GOOD             USPSQD
 AO0165
 AO0165                          STATION DESCRIPTION
 AO0165
 AO0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0165'5.5 MI SW FROM MOORE.
 AO0165'5.5 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AO0165'RAILROAD FROM THE POST OFFICE AT MOORE, 111 FEET WEST OF THE WEST
 AO0165'RAIL, 26 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 0.75 MILE
 AO0165'NORTHEAST OF BENCH MARK C 1076, SET IN THE TOP OF THE CENTER OF THE
 AO0165'EAST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 AO0165
 AO0165                          STATION RECOVERY (1987)
 AO0165
 AO0165'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AO0165'RECOVERED IN GOOD CONDITION.
 AO0165
 AO0165                          STATION RECOVERY (1996)
 AO0165
 AO0165'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0165'RECOVERED IN GOOD CONDITION.
 AO0165
 AO0165                          STATION RECOVERY (1998)
 AO0165
 AO0165'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0165'RECOVERED IN GOOD CONDITION.
 AO0165
 AO0165                          STATION RECOVERY (2003)
 AO0165
 AO0165'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0209 ***********************************************************************
 AO0209  DESIGNATION -  B 1077
 AO0209  PID         -  AO0209
 AO0209  STATE/COUNTY-  TX/FRIO
 AO0209  USGS QUAD   -  DILLEY (1974)
 AO0209
 AO0209                         *CURRENT SURVEY CONTROL
 AO0209  ___________________________________________________________________
 AO0209* NAD 83(1993)-  28 40 04.99020(N)    099 10 10.86217(W)     ADJUSTED  
 AO0209* NAVD 88     -       171.708  (meters)     563.35   (feet)  ADJUSTED  
 AO0209  ___________________________________________________________________
 AO0209  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AO0209  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AO0209  DYNAMIC HT  -         171.454 (meters)     562.51  (feet)  COMP
 AO0209  MODELED GRAV-     979,160.6   (mgal)                       NAVD 88
 AO0209
 AO0209  HORZ ORDER  -  SECOND
 AO0209  VERT ORDER  -  FIRST     CLASS II
 AO0209
 AO0209.The horizontal coordinates were established by classical geodetic methods
 AO0209.and adjusted by the National Geodetic Survey in February 1996..
 AO0209
 AO0209.The orthometric height was determined by differential leveling
 AO0209.and adjusted by the National Geodetic Survey in June 1991..
 AO0209
 AO0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0209
 AO0209.The geoid height was determined by GEOID03.
 AO0209
 AO0209.The dynamic height is computed by dividing the NAVD 88
 AO0209.geopotential number by the normal gravity value computed on the
 AO0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0209.degrees latitude (g = 980.6199 gals.).
 AO0209
 AO0209.The modeled gravity was interpolated from observed gravity values.
 AO0209
 AO0209;                    North         East     Units Scale Factor Converg.
 AO0209;SPC TXSC     - 4,092,523.154   583,414.795   MT  0.99993046   -0 04 59.3
 AO0209;SPC TXSC     -13,426,886.38  1,914,086.71   sFT  0.99993046   -0 04 59.3
 AO0209;UTM  14      - 3,171,221.399   483,420.257   MT  0.99960339   -0 04 53.1
 AO0209
 AO0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0209!SPC TXSC     -   0.99997690  x   0.99993046  =   0.99990736
 AO0209!UTM  14      -   0.99997690  x   0.99960339  =   0.99958030
 AO0209
 AO0209                          SUPERSEDED SURVEY CONTROL
 AO0209
 AO0209  NAD 83(1986)-  28 40 04.98981(N)    099 10 10.84069(W) AD(       ) 2
 AO0209  NAD 27      -  28 40 04.06295(N)    099 10 09.72584(W) AD(       ) 2
 AO0209  NGVD 29 (??/??/92)  171.580  (m)          562.93   (f) ADJ UNCH    1 2
 AO0209
 AO0209.Superseded values are not recommended for survey control.
 AO0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0209.See file dsdata.txt to determine how the superseded data were derived.
 AO0209
 AO0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8342071221(NAD 83)
 AO0209_MARKER: DB = BENCH MARK DISK
 AO0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0209_SP_SET: FOOTING
 AO0209_STAMPING: B 1077 1956
 AO0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0209+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 AO0209
 AO0209  HISTORY     - Date     Condition        Report By
 AO0209  HISTORY     - 1956     MONUMENTED       CGS
 AO0209  HISTORY     - 1971     GOOD             NGS
 AO0209  HISTORY     - 1971     GOOD             USGS
 AO0209  HISTORY     - 1988     POOR             USPSQD
 AO0209  HISTORY     - 19941027 GOOD             USPSQD
 AO0209  HISTORY     - 20030815 GOOD             USPSQD
 AO0209  HISTORY     - 20050223 GOOD             USPSQD
 AO0209
 AO0209                          STATION DESCRIPTION
 AO0209
 AO0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0209'0.15 MI S FROM DILLEY.
 AO0209'0.15 MILE SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0209'FROM THE STATION AT DILLEY, AT THE CITY WATER TOWER, 80 FEET WEST OF
 AO0209'THE CENTER LINE OF SOUTH COMMERCE STREET, 51 FEET SOUTH OF THE CENTER
 AO0209'LINE OF EAST HUGO STREET, 47.5 FEET EAST OF THE EAST RAIL OF THE MAIN
 AO0209'TRACK, SET IN THE TOP OF THE WEST CORNER OF THE NORTHWEST CONCRETE
 AO0209'FOOTING OF THE WATER TOWER, 1.2 FEET ABOVE THE GROUND.
 AO0209
 AO0209                          STATION RECOVERY (1971)
 AO0209
 AO0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0209'THE STATION IS IN THE CITY OF DILLEY, NEAR THE DILLEY MUNICIPAL WATER
 AO0209'TANK AND ON CITY PROPERTY.  FRANK MOFFETT, MAYOR OF THE CITY GAVE
 AO0209'PERMISSION.
 AO0209'
 AO0209'BENCH MARK B 1077 IS A STANDARD DISK, STAMPED B 1077 1956, CEMENTED
 AO0209'IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE NORTHWEST LEG OF
 AO0209'THE WATER TANK, THAT PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS
 AO0209'51.0 FEET SOUTH OF THE CENTER OF EAST HUGO STREET, 48.2 FEET EAST OF
 AO0209'THE EAST RAIL OF THE RAILROAD TRACK, 17.0 FEET EAST OF THE
 AO0209'TELEPHONE LINE POLE.
 AO0209
 AO0209                          STATION RECOVERY (1971)
 AO0209
 AO0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AO0209'RECOVERED IN GOOD CONDITION.
 AO0209
 AO0209                          STATION RECOVERY (1988)
 AO0209
 AO0209'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0209'MARK RECOVERED IN POOR CONDITION.
 AO0209
 AO0209                          STATION RECOVERY (1994)
 AO0209
 AO0209'RECOVERY NOTE BY US POWER SQUADRON 1994
 AO0209'RECOVERED IN GOOD CONDITION.
 AO0209
 AO0209                          STATION RECOVERY (2003)
 AO0209
 AO0209'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0209'RECOVERED IN GOOD CONDITION.
 AO0209
 AO0209                          STATION RECOVERY (2005)
 AO0209
 AO0209'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AO0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0268 ***********************************************************************
 AO0268  DESIGNATION -  B 1078
 AO0268  PID         -  AO0268
 AO0268  STATE/COUNTY-  TX/LA SALLE
 AO0268  USGS QUAD   -  HARRIS LAKE (1974)
 AO0268
 AO0268                         *CURRENT SURVEY CONTROL
 AO0268  ___________________________________________________________________
 AO0268* NAD 83(1986)-  28 23 57.     (N)    099 15 12.     (W)     SCALED    
 AO0268* NAVD 88     -       131.357  (meters)     430.96   (feet)  ADJUSTED  
 AO0268  ___________________________________________________________________
 AO0268  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AO0268  DYNAMIC HT  -         131.159 (meters)     430.31  (feet)  COMP
 AO0268  MODELED GRAV-     979,133.4   (mgal)                       NAVD 88
 AO0268
 AO0268  VERT ORDER  -  FIRST     CLASS II
 AO0268
 AO0268.The horizontal coordinates were scaled from a topographic map and have
 AO0268.an estimated accuracy of +/- 6 seconds.
 AO0268
 AO0268.The orthometric height was determined by differential leveling
 AO0268.and adjusted by the National Geodetic Survey in June 1991..
 AO0268
 AO0268.The geoid height was determined by GEOID03.
 AO0268
 AO0268.The dynamic height is computed by dividing the NAVD 88
 AO0268.geopotential number by the normal gravity value computed on the
 AO0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0268.degrees latitude (g = 980.6199 gals.).
 AO0268
 AO0268.The modeled gravity was interpolated from observed gravity values.
 AO0268
 AO0268;                    North         East    Units  Estimated Accuracy
 AO0268;SPC TXSC     - 4,062,740.      575,170.      MT  (+/- 180 meters Scaled)
 AO0268
 AO0268                          SUPERSEDED SURVEY CONTROL
 AO0268
 AO0268  NGVD 29 (??/??/92)  131.238  (m)          430.57   (f) ADJ UNCH    1 2
 AO0268
 AO0268.Superseded values are not recommended for survey control.
 AO0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0268.See file dsdata.txt to determine how the superseded data were derived.
 AO0268
 AO0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS751414(NAD 83)
 AO0268_MARKER: DB = BENCH MARK DISK
 AO0268_SETTING: 66 = SET IN ROCK OUTCROP
 AO0268_SP_SET: SANDSTONE OUTCROP
 AO0268_STAMPING: B 1078 1956
 AO0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AO0268+STABILITY: POSITION/ELEVATION WELL
 AO0268
 AO0268  HISTORY     - Date     Condition        Report By
 AO0268  HISTORY     - 1956     MONUMENTED       CGS
 AO0268  HISTORY     - 1958     GOOD             NGS
 AO0268
 AO0268                          STATION DESCRIPTION
 AO0268
 AO0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0268'2.9 MI S FROM COTULLA.
 AO0268'2.9 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0268'FROM THE STATION AT COTULLA, 6 1/4 POLES SOUTH OF MILEPOST 348, 50.5
 AO0268'FEET SOUTHWEST OF A TELEPHONE POLE, 76 FEET WEST OF THE WEST RAIL, 29
 AO0268'FEET WEST OF A FENCE, 10 FEET EAST OF THE CENTER LINE OF A TRACK ROAD,
 AO0268'10 FEET BELOW THE TOP OF THE RAILS, 0.2 FOOT ABOVE THE GROUND, SET IN
 AO0268'THE TOP OF A FLAT RED SANDSTONE OUTCROP.
 AO0268
 AO0268                          STATION RECOVERY (1958)
 AO0268
 AO0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0174 ***********************************************************************
 BP0174  DESIGNATION -  B 108
 BP0174  PID         -  BP0174
 BP0174  STATE/COUNTY-  TX/PECOS
 BP0174  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0174
 BP0174                         *CURRENT SURVEY CONTROL
 BP0174  ___________________________________________________________________
 BP0174* NAD 83(1986)-  30 46 11.     (N)    102 47 30.     (W)     SCALED    
 BP0174* NAVD 88     -       953.847  (meters)    3129.41   (feet)  ADJUSTED  
 BP0174  ___________________________________________________________________
 BP0174  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 BP0174  DYNAMIC HT  -         952.368 (meters)    3124.56  (feet)  COMP
 BP0174  MODELED GRAV-     979,059.1   (mgal)                       NAVD 88
 BP0174
 BP0174  VERT ORDER  -  FIRST     CLASS II
 BP0174
 BP0174.The horizontal coordinates were scaled from a topographic map and have
 BP0174.an estimated accuracy of +/- 6 seconds.
 BP0174
 BP0174.The orthometric height was determined by differential leveling
 BP0174.and adjusted by the National Geodetic Survey in June 1991..
 BP0174
 BP0174.The geoid height was determined by GEOID03.
 BP0174
 BP0174.The dynamic height is computed by dividing the NAVD 88
 BP0174.geopotential number by the normal gravity value computed on the
 BP0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0174.degrees latitude (g = 980.6199 gals.).
 BP0174
 BP0174.The modeled gravity was interpolated from observed gravity values.
 BP0174
 BP0174;                    North         East    Units  Estimated Accuracy
 BP0174;SPC TX C     - 3,124,880.      464,700.      MT  (+/- 180 meters Scaled)
 BP0174
 BP0174                          SUPERSEDED SURVEY CONTROL
 BP0174
 BP0174  NGVD 29 (??/??/92)  953.516  (m)         3128.33   (f) ADJ UNCH    1 2
 BP0174
 BP0174.Superseded values are not recommended for survey control.
 BP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0174.See file dsdata.txt to determine how the superseded data were derived.
 BP0174
 BP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ113061(NAD 83)
 BP0174_MARKER: DB = BENCH MARK DISK
 BP0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0174_STAMPING: B 108 1933 3128.350
 BP0174_MARK LOGO: CGS   
 BP0174_PROJECTION: PROJECTING 30 CENTIMETERS
 BP0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0174+STABILITY: SURFACE MOTION
 BP0174
 BP0174  HISTORY     - Date     Condition        Report By
 BP0174  HISTORY     - 1933     MONUMENTED       CGS
 BP0174  HISTORY     - 1958     GOOD             NGS
 BP0174  HISTORY     - 1981     GOOD             NGS
 BP0174
 BP0174                          STATION DESCRIPTION
 BP0174
 BP0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0174'10.25 MI SE FROM FORT STOCKTON.
 BP0174'ABOUT 10.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 285 FROM THE PANHANDLE
 BP0174'AND SANTA FE RAILWAY STATION AT FORT STOCKTON, 162 1/2 FEET SOUTHWEST
 BP0174'OF THE CENTER LINE OF THE HIGHWAY, 102 FEET SOUTHWEST OF THE RIGHT OF
 BP0174'WAY FENCE, 83 1/2 FEET WEST OF A TELEPHONE POLE, 183 FEET NORTHEAST OF
 BP0174'A POWER POLE, ABOUT 0.35 MILE NORTHWEST OF A TELEPHONE LINE CROSSING,
 BP0174'6 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BP0174'CONCRETE POST PROJECTING 1 FOOT.
 BP0174
 BP0174                          STATION RECOVERY (1981)
 BP0174
 BP0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0174'16.0 KM (9.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0174'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 0.9 KM (0.55 MI)
 BP0174'SOUTHEAST OF A FIELD CROSSROAD, 0.6 KM (0.35 MI) NORTHWEST OF A
 BP0174'TELEPHONE LINE CROSSING THE HIGHWAY, 48.8 METERS (160.1 FT)
 BP0174'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 25.3 METERS (83.0 FT)
 BP0174'WEST-NORTHWEST OF A UTILITY POLE, 25.1 METERS (82.3 FT)
 BP0174'SOUTH-SOUTHEAST OF A UTILITY POLE AND 1.8 METERS (6.0 FT)
 BP0174'WEST-NORTHWEST OF A WOODEN WITNESS POST.
 BP0174'THE MARK IS 21.3 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0174'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0620 ***********************************************************************
 AE0620  DESIGNATION -  B 1080
 AE0620  PID         -  AE0620
 AE0620  STATE/COUNTY-  TX/STARR
 AE0620  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0620
 AE0620                         *CURRENT SURVEY CONTROL
 AE0620  ___________________________________________________________________
 AE0620* NAD 83(1986)-  26 22 31.     (N)    098 50 32.     (W)     SCALED    
 AE0620* NAVD 88     -        50.363  (meters)     165.23   (feet)  ADJUSTED  
 AE0620  ___________________________________________________________________
 AE0620  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AE0620  DYNAMIC HT  -          50.280 (meters)     164.96  (feet)  COMP
 AE0620  MODELED GRAV-     978,998.5   (mgal)                       NAVD 88
 AE0620
 AE0620  VERT ORDER  -  FIRST     CLASS II
 AE0620
 AE0620.The horizontal coordinates were scaled from a topographic map and have
 AE0620.an estimated accuracy of +/- 6 seconds.
 AE0620
 AE0620.The orthometric height was determined by differential leveling
 AE0620.and adjusted by the National Geodetic Survey in June 1991..
 AE0620.WARNING-Repeat measurements at this control monument indicate possible
 AE0620.vertical movement.
 AE0620
 AE0620.The geoid height was determined by GEOID03.
 AE0620
 AE0620.The dynamic height is computed by dividing the NAVD 88
 AE0620.geopotential number by the normal gravity value computed on the
 AE0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0620.degrees latitude (g = 980.6199 gals.).
 AE0620
 AE0620.The modeled gravity was interpolated from observed gravity values.
 AE0620
 AE0620;                    North         East    Units  Estimated Accuracy
 AE0620;SPC TX S     - 5,078,560.      265,850.      MT  (+/- 180 meters Scaled)
 AE0620
 AE0620                          SUPERSEDED SURVEY CONTROL
 AE0620
 AE0620  NGVD 29 (??/??/92)   50.414  (m)          165.40   (f) ADJ UNCH    1 2
 AE0620
 AE0620.Superseded values are not recommended for survey control.
 AE0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0620.See file dsdata.txt to determine how the superseded data were derived.
 AE0620
 AE0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ157172(NAD 83)
 AE0620_MARKER: DB = BENCH MARK DISK
 AE0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0620_STAMPING: B 1080 1956
 AE0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0620+STABILITY: SURFACE MOTION
 AE0620
 AE0620  HISTORY     - Date     Condition        Report By
 AE0620  HISTORY     - 1956     MONUMENTED       CGS
 AE0620  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0620
 AE0620                          STATION DESCRIPTION
 AE0620
 AE0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0620'1.7 MI W FROM RIO GRANDE CITY.
 AE0620'1.7 MILES WEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO
 AE0620'GRANDE CITY, 69 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 60
 AE0620'FEET SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A FENCE, 2
 AE0620'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AE0620'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AE0620
 AE0620                          STATION RECOVERY (1965)
 AE0620
 AE0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1013 ***********************************************************************
 AE1013  DESIGNATION -  B 1081
 AE1013  PID         -  AE1013
 AE1013  STATE/COUNTY-  TX/STARR
 AE1013  USGS QUAD   -  SALINENO (1980)
 AE1013
 AE1013                         *CURRENT SURVEY CONTROL
 AE1013  ___________________________________________________________________
 AE1013* NAD 83(1986)-  26 34 21.     (N)    099 06 49.     (W)     SCALED    
 AE1013* NAVD 88     -        96.100  (meters)     315.29   (feet)  ADJUSTED  
 AE1013  ___________________________________________________________________
 AE1013  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AE1013  DYNAMIC HT  -          95.942 (meters)     314.77  (feet)  COMP
 AE1013  MODELED GRAV-     979,008.1   (mgal)                       NAVD 88
 AE1013
 AE1013  VERT ORDER  -  FIRST     CLASS II
 AE1013
 AE1013.The horizontal coordinates were scaled from a topographic map and have
 AE1013.an estimated accuracy of +/- 6 seconds.
 AE1013
 AE1013.The orthometric height was determined by differential leveling
 AE1013.and adjusted by the National Geodetic Survey in June 1991..
 AE1013.WARNING-Repeat measurements at this control monument indicate possible
 AE1013.vertical movement.
 AE1013
 AE1013.The geoid height was determined by GEOID03.
 AE1013
 AE1013.The dynamic height is computed by dividing the NAVD 88
 AE1013.geopotential number by the normal gravity value computed on the
 AE1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1013.degrees latitude (g = 980.6199 gals.).
 AE1013
 AE1013.The modeled gravity was interpolated from observed gravity values.
 AE1013
 AE1013;                    North         East    Units  Estimated Accuracy
 AE1013;SPC TX S     - 5,100,510.      238,870.      MT  (+/- 180 meters Scaled)
 AE1013
 AE1013                          SUPERSEDED SURVEY CONTROL
 AE1013
 AE1013  NGVD 29 (??/??/92)   96.144  (m)          315.43   (f) ADJ UNCH    1 2
 AE1013
 AE1013.Superseded values are not recommended for survey control.
 AE1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1013.See file dsdata.txt to determine how the superseded data were derived.
 AE1013
 AE1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ886390(NAD 83)
 AE1013_MARKER: DB = BENCH MARK DISK
 AE1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1013_STAMPING: B 1081 1956
 AE1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1013+STABILITY: SURFACE MOTION
 AE1013
 AE1013  HISTORY     - Date     Condition        Report By
 AE1013  HISTORY     - 1956     MONUMENTED       CGS
 AE1013  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1013
 AE1013                          STATION DESCRIPTION
 AE1013
 AE1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1013'1.0 MI NE FROM FALCON HIGHTS.
 AE1013'1.0 MILE NORTHEAST ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1013'HIGHTS, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD, 6 FEET
 AE1013'NORTHEAST OF TELEPHONE POLE, 1023 - 60, 1.5 FEET NORTHWEST OF A FENCE,
 AE1013'2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AE1013'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AE1013
 AE1013                          STATION RECOVERY (1981)
 AE1013
 AE1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1013'MARK NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0823 ***********************************************************************
 AJ0823  DESIGNATION -  B 1082
 AJ0823  PID         -  AJ0823
 AJ0823  STATE/COUNTY-  TX/ZAPATA
 AJ0823  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0823
 AJ0823                         *CURRENT SURVEY CONTROL
 AJ0823  ___________________________________________________________________
 AJ0823* NAD 83(1986)-  27 12 00.     (N)    099 25 13.     (W)     SCALED    
 AJ0823* NAVD 88     -       107.086  (meters)     351.33   (feet)  ADJUSTED  
 AJ0823  ___________________________________________________________________
 AJ0823  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AJ0823  DYNAMIC HT  -         106.914 (meters)     350.77  (feet)  COMP
 AJ0823  MODELED GRAV-     979,041.5   (mgal)                       NAVD 88
 AJ0823
 AJ0823  VERT ORDER  -  FIRST     CLASS II
 AJ0823
 AJ0823.The horizontal coordinates were scaled from a topographic map and have
 AJ0823.an estimated accuracy of +/- 6 seconds.
 AJ0823
 AJ0823.The orthometric height was determined by differential leveling
 AJ0823.and adjusted by the National Geodetic Survey in June 1991..
 AJ0823.WARNING-Repeat measurements at this control monument indicate possible
 AJ0823.vertical movement.
 AJ0823
 AJ0823.The geoid height was determined by GEOID03.
 AJ0823
 AJ0823.The dynamic height is computed by dividing the NAVD 88
 AJ0823.geopotential number by the normal gravity value computed on the
 AJ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0823.degrees latitude (g = 980.6199 gals.).
 AJ0823
 AJ0823.The modeled gravity was interpolated from observed gravity values.
 AJ0823
 AJ0823;                    North         East    Units  Estimated Accuracy
 AJ0823;SPC TX S     - 5,170,210.      208,830.      MT  (+/- 180 meters Scaled)
 AJ0823
 AJ0823                          SUPERSEDED SURVEY CONTROL
 AJ0823
 AJ0823  NGVD 29 (??/??/92)  107.133  (m)          351.49   (f) ADJ UNCH    1 2
 AJ0823
 AJ0823.Superseded values are not recommended for survey control.
 AJ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0823.See file dsdata.txt to determine how the superseded data were derived.
 AJ0823
 AJ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR583086(NAD 83)
 AJ0823_MARKER: DB = BENCH MARK DISK
 AJ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0823_STAMPING: B 1082 1957
 AJ0823_MARK LOGO: CGS   
 AJ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0823+STABILITY: SURFACE MOTION
 AJ0823
 AJ0823  HISTORY     - Date     Condition        Report By
 AJ0823  HISTORY     - 1957     MONUMENTED       CGS
 AJ0823  HISTORY     - 1981     GOOD             NGS
 AJ0823  HISTORY     - 1988     GOOD             USPSQD
 AJ0823
 AJ0823                          STATION DESCRIPTION
 AJ0823
 AJ0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0823'11.0 MI N FROM SAN YGNACIO.
 AJ0823'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0823'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 10.6 MILES NORTH ALONG U.S.
 AJ0823'HIGHWAY 83, 117 FEET SOUTH OF THE CENTER OF A GATE, 130 FEET SOUTH OF
 AJ0823'AN EAST AND WEST FENCE, 51 FEET EAST OF THE CENTER LINE OF THE
 AJ0823'HIGHWAY, 9 FEET NORTH OF A TELEPHONE POLE, 2.6 FEET WEST OF A FENCE, 2
 AJ0823'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AJ0823'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AJ0823
 AJ0823                          STATION RECOVERY (1981)
 AJ0823
 AJ0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0823'MARK RECOVERED THIS DATE, NOTE, 39.6 METERS (130.0 FT) SOUTH OF
 AJ0823'A METAL GATE, 18.0 KM (11.15 MI) NORTH ALONG U.S. HIGHWAY 83
 AJ0823'FROM THE JUNCTION OF FARM ROAD 1369 IN SAN YGNACIO.
 AJ0823'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 AJ0823
 AJ0823                          STATION RECOVERY (1988)
 AJ0823
 AJ0823'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0738 ***********************************************************************
 AJ0738  DESIGNATION -  B 1083
 AJ0738  PID         -  AJ0738
 AJ0738  STATE/COUNTY-  TX/WEBB
 AJ0738  USGS QUAD   -  LAREDO EAST (1980)
 AJ0738
 AJ0738                         *CURRENT SURVEY CONTROL
 AJ0738  ___________________________________________________________________
 AJ0738* NAD 83(1986)-  27 36 32.     (N)    099 29 34.     (W)     SCALED    
 AJ0738* NAVD 88     -       151.176  (meters)     495.98   (feet)  ADJUSTED  
 AJ0738  ___________________________________________________________________
 AJ0738  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AJ0738  DYNAMIC HT  -         150.939 (meters)     495.21  (feet)  COMP
 AJ0738  MODELED GRAV-     979,074.2   (mgal)                       NAVD 88
 AJ0738
 AJ0738  VERT ORDER  -  FIRST     CLASS II
 AJ0738
 AJ0738.The horizontal coordinates were scaled from a topographic map and have
 AJ0738.an estimated accuracy of +/- 6 seconds.
 AJ0738
 AJ0738.The orthometric height was determined by differential leveling
 AJ0738.and adjusted by the National Geodetic Survey in June 1991..
 AJ0738
 AJ0738.The geoid height was determined by GEOID03.
 AJ0738
 AJ0738.The dynamic height is computed by dividing the NAVD 88
 AJ0738.geopotential number by the normal gravity value computed on the
 AJ0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0738.degrees latitude (g = 980.6199 gals.).
 AJ0738
 AJ0738.The modeled gravity was interpolated from observed gravity values.
 AJ0738
 AJ0738;                    North         East    Units  Estimated Accuracy
 AJ0738;SPC TX S     - 5,215,570.      202,000.      MT  (+/- 180 meters Scaled)
 AJ0738
 AJ0738                          SUPERSEDED SURVEY CONTROL
 AJ0738
 AJ0738  NGVD 29 (??/??/92)  151.150  (m)          495.90   (f) ADJ UNCH    1 2
 AJ0738
 AJ0738.Superseded values are not recommended for survey control.
 AJ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0738.See file dsdata.txt to determine how the superseded data were derived.
 AJ0738
 AJ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR513539(NAD 83)
 AJ0738_MARKER: DB = BENCH MARK DISK
 AJ0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0738_STAMPING: B 1083 1957
 AJ0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0738+STABILITY: SURFACE MOTION
 AJ0738
 AJ0738  HISTORY     - Date     Condition        Report By
 AJ0738  HISTORY     - 1957     MONUMENTED       CGS
 AJ0738  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0738  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ0738
 AJ0738                          STATION DESCRIPTION
 AJ0738
 AJ0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0738'7.2 MI N FROM LAREDO.
 AJ0738'7.2 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0738'FROM THE STATION AT LAREDO, 5 POLES NORTH OF MILEPOST 405, 43 FEET
 AJ0738'WEST OF THE WEST RAIL, 42 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 AJ0738'83, 5.5 FEET NORTH OF A TELEPHONE POLE, 3 FEET SOUTH OF A WITNESS
 AJ0738'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AJ0738'THE GROUND.
 AJ0738
 AJ0738                          STATION RECOVERY (1981)
 AJ0738
 AJ0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0738'MARK SEARCHED FOR BUT NOT RECOVERED.
 AJ0738
 AJ0738                          STATION RECOVERY (2002)
 AJ0738
 AJ0738'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0749 ***********************************************************************
 AJ0749  DESIGNATION -  B 1084
 AJ0749  PID         -  AJ0749
 AJ0749  STATE/COUNTY-  TX/WEBB
 AJ0749  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0749
 AJ0749                         *CURRENT SURVEY CONTROL
 AJ0749  ___________________________________________________________________
 AJ0749* NAD 83(1986)-  27 49 07.     (N)    099 29 24.     (W)     SCALED    
 AJ0749* NAVD 88     -       227.876  (meters)     747.62   (feet)  POSTED    
 AJ0749  ___________________________________________________________________
 AJ0749  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AJ0749  DYNAMIC HT  -         227.520 (meters)     746.46  (feet)  COMP
 AJ0749  MODELED GRAV-     979,077.6   (mgal)                       NAVD 88
 AJ0749
 AJ0749  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0749
 AJ0749.The horizontal coordinates were scaled from a topographic map and have
 AJ0749.an estimated accuracy of +/- 6 seconds.
 AJ0749
 AJ0749.The orthometric height was determined by differential leveling
 AJ0749.and adjusted by the National Geodetic Survey in 1992..
 AJ0749.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0749.rate of 1.1 thru 2.0 mm/km.
 AJ0749
 AJ0749.The geoid height was determined by GEOID03.
 AJ0749
 AJ0749.The dynamic height is computed by dividing the NAVD 88
 AJ0749.geopotential number by the normal gravity value computed on the
 AJ0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0749.degrees latitude (g = 980.6199 gals.).
 AJ0749
 AJ0749.The modeled gravity was interpolated from observed gravity values.
 AJ0749
 AJ0749;                    North         East    Units  Estimated Accuracy
 AJ0749;SPC TX S     - 5,238,810.      202,460.      MT  (+/- 180 meters Scaled)
 AJ0749
 AJ0749                          SUPERSEDED SURVEY CONTROL
 AJ0749
 AJ0749  NGVD 29 (??/??/92)  227.851  (m)          747.54   (f) ADJ UNCH    1 2
 AJ0749
 AJ0749.Superseded values are not recommended for survey control.
 AJ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0749.See file dsdata.txt to determine how the superseded data were derived.
 AJ0749
 AJ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR517772(NAD 83)
 AJ0749_MARKER: DB = BENCH MARK DISK
 AJ0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0749_STAMPING: B 1084 1957
 AJ0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0749+STABILITY: SURFACE MOTION
 AJ0749
 AJ0749  HISTORY     - Date     Condition        Report By
 AJ0749  HISTORY     - 1957     MONUMENTED       CGS
 AJ0749  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0749
 AJ0749                          STATION DESCRIPTION
 AJ0749
 AJ0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0749'5.6 MI W FROM WEBB.
 AJ0749'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0749'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ0749'GRADED DIRT ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 AJ0749'THENCE 1.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 22 FEET SOUTHEAST
 AJ0749'OF THE CENTER OF A WIRE GATE, 20 FEET NORTHEAST OF THE CENTER LINE OF
 AJ0749'A ROAD, 2 FEET SOUTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS
 AJ0749'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AJ0749'THE GROUND.
 AJ0749
 AJ0749                          STATION RECOVERY (2002)
 AJ0749
 AJ0749'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0243 ***********************************************************************
 AO0243  DESIGNATION -  B 1085
 AO0243  PID         -  AO0243
 AO0243  STATE/COUNTY-  TX/LA SALLE
 AO0243  USGS QUAD   -  MILLETT (1974)
 AO0243
 AO0243                         *CURRENT SURVEY CONTROL
 AO0243  ___________________________________________________________________
 AO0243* NAD 83(1986)-  28 30 37.     (N)    099 10 54.     (W)     SCALED    
 AO0243* NAVD 88     -       165.168  (meters)     541.89   (feet)  ADJUSTED  
 AO0243  ___________________________________________________________________
 AO0243  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AO0243  DYNAMIC HT  -         164.921 (meters)     541.08  (feet)  COMP
 AO0243  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 AO0243
 AO0243  VERT ORDER  -  FIRST     CLASS II
 AO0243
 AO0243.The horizontal coordinates were scaled from a topographic map and have
 AO0243.an estimated accuracy of +/- 6 seconds.
 AO0243
 AO0243.The orthometric height was determined by differential leveling
 AO0243.and adjusted by the National Geodetic Survey in June 1991..
 AO0243
 AO0243.The geoid height was determined by GEOID03.
 AO0243
 AO0243.The dynamic height is computed by dividing the NAVD 88
 AO0243.geopotential number by the normal gravity value computed on the
 AO0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0243.degrees latitude (g = 980.6199 gals.).
 AO0243
 AO0243.The modeled gravity was interpolated from observed gravity values.
 AO0243
 AO0243;                    North         East    Units  Estimated Accuracy
 AO0243;SPC TXSC     - 4,075,040.      582,220.      MT  (+/- 180 meters Scaled)
 AO0243
 AO0243                          SUPERSEDED SURVEY CONTROL
 AO0243
 AO0243  NGVD 29 (??/??/92)  165.04   (m)          541.5    (f) COMPUTED    1 2
 AO0243
 AO0243.Superseded values are not recommended for survey control.
 AO0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0243.See file dsdata.txt to determine how the superseded data were derived.
 AO0243
 AO0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS822537(NAD 83)
 AO0243_MARKER: DB = BENCH MARK DISK
 AO0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0243_STAMPING: B 1085 1957
 AO0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0243+STABILITY: SURFACE MOTION
 AO0243
 AO0243  HISTORY     - Date     Condition        Report By
 AO0243  HISTORY     - 1957     MONUMENTED       CGS
 AO0243  HISTORY     - 1958     GOOD             NGS
 AO0243
 AO0243                          STATION DESCRIPTION
 AO0243
 AO0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0243'2.15 MI E FROM GARDENDALE.
 AO0243'2.15 MILES EAST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0243'THE STATION AT GARDENDALE, AT A ROAD CROSSING, 30 FEET SOUTH OF THE
 AO0243'SOUTH RAIL, 14.5 FEET SOUTHWEST OF THE 4TH POLE EAST OF MILEPOST 103,
 AO0243'2.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AO0243'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0243
 AO0243                          STATION RECOVERY (1958)
 AO0243
 AO0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0416 ***********************************************************************
 AO0416  DESIGNATION -  B 1086
 AO0416  PID         -  AO0416
 AO0416  STATE/COUNTY-  TX/DIMMIT
 AO0416  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0416
 AO0416                         *CURRENT SURVEY CONTROL
 AO0416  ___________________________________________________________________
 AO0416* NAD 83(1986)-  28 31 34.     (N)    099 52 21.     (W)     SCALED    
 AO0416* NAVD 88     -       195.535  (meters)     641.52   (feet)  ADJUSTED  
 AO0416  ___________________________________________________________________
 AO0416  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AO0416  DYNAMIC HT  -         195.242 (meters)     640.56  (feet)  COMP
 AO0416  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 AO0416
 AO0416  VERT ORDER  -  FIRST     CLASS II
 AO0416
 AO0416.The horizontal coordinates were scaled from a topographic map and have
 AO0416.an estimated accuracy of +/- 6 seconds.
 AO0416
 AO0416.The orthometric height was determined by differential leveling
 AO0416.and adjusted by the National Geodetic Survey in June 1991..
 AO0416
 AO0416.The geoid height was determined by GEOID03.
 AO0416
 AO0416.The dynamic height is computed by dividing the NAVD 88
 AO0416.geopotential number by the normal gravity value computed on the
 AO0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0416.degrees latitude (g = 980.6199 gals.).
 AO0416
 AO0416.The modeled gravity was interpolated from observed gravity values.
 AO0416
 AO0416;                    North         East    Units  Estimated Accuracy
 AO0416;SPC TXSC     - 4,077,100.      514,600.      MT  (+/- 180 meters Scaled)
 AO0416
 AO0416                          SUPERSEDED SURVEY CONTROL
 AO0416
 AO0416  NGVD 29 (??/??/92)  195.463  (m)          641.28   (f) ADJ UNCH    1 2
 AO0416
 AO0416.Superseded values are not recommended for survey control.
 AO0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0416.See file dsdata.txt to determine how the superseded data were derived.
 AO0416
 AO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS146557(NAD 83)
 AO0416_MARKER: DB = BENCH MARK DISK
 AO0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0416_STAMPING: B 1086 1957
 AO0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0416+STABILITY: SURFACE MOTION
 AO0416
 AO0416  HISTORY     - Date     Condition        Report By
 AO0416  HISTORY     - 1957     MONUMENTED       CGS
 AO0416  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0416  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 AO0416
 AO0416                          STATION DESCRIPTION
 AO0416
 AO0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0416'1.0 MI NW FROM CARRIZO SPRINGS.
 AO0416'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 277 FROM THE SAN ANTONIO, UVALDE
 AO0416'AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 66 FEET SOUTHWEST OF THE
 AO0416'CENTER LINE OF THE HIGHWAY, 32 FEET SOUTHEAST OF THE EXTENDED CENTER
 AO0416'LINE OF 21ST STREET, 4 FEET NORTH OF A FENCE CORNER, 2 FEET NORTHEAST
 AO0416'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AO0416'0.6 FOOT ABOVE THE GROUND.
 AO0416
 AO0416                          STATION RECOVERY (1982)
 AO0416
 AO0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0416'MARK NOT RECOVERED.  NOTE, CONCRETE POST FOUND BUT NO DISK.
 AO0416
 AO0416                          STATION RECOVERY (1997)
 AO0416
 AO0416'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0074 ***********************************************************************
 AP0074  DESIGNATION -  B 1087
 AP0074  PID         -  AP0074
 AP0074  STATE/COUNTY-  TX/MAVERICK
 AP0074  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0074
 AP0074                         *CURRENT SURVEY CONTROL
 AP0074  ___________________________________________________________________
 AP0074* NAD 83(1986)-  28 42 32.     (N)    100 28 08.     (W)     SCALED    
 AP0074* NAVD 88     -       239.139  (meters)     784.58   (feet)  ADJUSTED  
 AP0074  ___________________________________________________________________
 AP0074  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0074  DYNAMIC HT  -         238.783 (meters)     783.41  (feet)  COMP
 AP0074  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 AP0074
 AP0074  VERT ORDER  -  FIRST     CLASS II
 AP0074
 AP0074.The horizontal coordinates were scaled from a topographic map and have
 AP0074.an estimated accuracy of +/- 6 seconds.
 AP0074
 AP0074.The orthometric height was determined by differential leveling
 AP0074.and adjusted by the National Geodetic Survey in June 1991..
 AP0074
 AP0074.The geoid height was determined by GEOID03.
 AP0074
 AP0074.The dynamic height is computed by dividing the NAVD 88
 AP0074.geopotential number by the normal gravity value computed on the
 AP0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0074.degrees latitude (g = 980.6199 gals.).
 AP0074
 AP0074.The modeled gravity was interpolated from observed gravity values.
 AP0074
 AP0074;                    North         East    Units  Estimated Accuracy
 AP0074;SPC TXSC     - 4,097,940.      456,490.      MT  (+/- 180 meters Scaled)
 AP0074
 AP0074                          SUPERSEDED SURVEY CONTROL
 AP0074
 AP0074  NGVD 29 (??/??/92)  239.008  (m)          784.15   (f) ADJ UNCH    1 2
 AP0074
 AP0074.Superseded values are not recommended for survey control.
 AP0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0074.See file dsdata.txt to determine how the superseded data were derived.
 AP0074
 AP0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS565766(NAD 83)
 AP0074_MARKER: DB = BENCH MARK DISK
 AP0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0074_SP_SET: CULVERT
 AP0074_STAMPING: B 1087 1957
 AP0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0074
 AP0074  HISTORY     - Date     Condition        Report By
 AP0074  HISTORY     - 1957     MONUMENTED       CGS
 AP0074  HISTORY     - 1961     GOOD             NGS
 AP0074  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0074
 AP0074                          STATION DESCRIPTION
 AP0074
 AP0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0074'1.75 MI E FROM EAGLE PASS.
 AP0074'1.75 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0074'RAILROAD STATION AT EAGLE PASS, 52 FEET SOUTH OF THE CENTER LINE OF
 AP0074'THE HIGHWAY, 1.7 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 AP0074'OF THE EAST END OF THE SOUTH HEADWALL OF A LARGE CONCRETE CULVERT OVER
 AP0074'AN IRRIGATION DITCH.
 AP0074
 AP0074                          STATION RECOVERY (1961)
 AP0074
 AP0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AP0074'RECOVERED IN GOOD CONDITION.
 AP0074
 AP0074                          STATION RECOVERY (1982)
 AP0074
 AP0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0074'NOT RECOVERED, WINGWALLS OF CULVERT INTACT BUT HEADWALL HAS BEEN
 AP0074'DESTROYED, MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0390 ***********************************************************************
 AO0390  DESIGNATION -  B 1088
 AO0390  PID         -  AO0390
 AO0390  STATE/COUNTY-  TX/DIMMIT
 AO0390  USGS QUAD   -  MAC DONALD LAKE (1982)
 AO0390
 AO0390                         *CURRENT SURVEY CONTROL
 AO0390  ___________________________________________________________________
 AO0390* NAD 83(1986)-  28 25 57.     (N)    099 44 27.     (W)     SCALED    
 AO0390* NAVD 88     -       176.804  (meters)     580.06   (feet)  ADJUSTED  
 AO0390  ___________________________________________________________________
 AO0390  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AO0390  DYNAMIC HT  -         176.537 (meters)     579.19  (feet)  COMP
 AO0390  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 AO0390
 AO0390  VERT ORDER  -  FIRST     CLASS II
 AO0390
 AO0390.The horizontal coordinates were scaled from a topographic map and have
 AO0390.an estimated accuracy of +/- 6 seconds.
 AO0390
 AO0390.The orthometric height was determined by differential leveling
 AO0390.and adjusted by the National Geodetic Survey in June 1991..
 AO0390
 AO0390.The geoid height was determined by GEOID03.
 AO0390
 AO0390.The dynamic height is computed by dividing the NAVD 88
 AO0390.geopotential number by the normal gravity value computed on the
 AO0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0390.degrees latitude (g = 980.6199 gals.).
 AO0390
 AO0390.The modeled gravity was interpolated from observed gravity values.
 AO0390
 AO0390;                    North         East    Units  Estimated Accuracy
 AO0390;SPC TXSC     - 4,066,640.      527,430.      MT  (+/- 180 meters Scaled)
 AO0390
 AO0390                          SUPERSEDED SURVEY CONTROL
 AO0390
 AO0390  NGVD 29 (??/??/92)  176.746  (m)          579.87   (f) ADJ UNCH    1 2
 AO0390
 AO0390.Superseded values are not recommended for survey control.
 AO0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0390.See file dsdata.txt to determine how the superseded data were derived.
 AO0390
 AO0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS274453(NAD 83)
 AO0390_MARKER: DB = BENCH MARK DISK
 AO0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0390_STAMPING: B 1088 1957
 AO0390_MARK LOGO: CGS   
 AO0390_PROJECTION: FLUSH
 AO0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0390+STABILITY: SURFACE MOTION
 AO0390
 AO0390  HISTORY     - Date     Condition        Report By
 AO0390  HISTORY     - 1957     MONUMENTED       CGS
 AO0390  HISTORY     - 1975     GOOD             USGS
 AO0390  HISTORY     - 1982     GOOD             NGS
 AO0390  HISTORY     - 19971025 GOOD             USPSQD
 AO0390
 AO0390                          STATION DESCRIPTION
 AO0390
 AO0390'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AO0390'1.2 MI SE FROM ASHERTON.
 AO0390'1.2 MILES S.E. ALONG U.S. HWY 83 FROM JUNCTION OF U.S. HWY 83 AND FARM
 AO0390'ROAD 190, IN ASHERTON, TO CROSS ROAD.  BM IS 85 FEET S.W. ALONG CENTER
 AO0390'LINE OF ROAD TO S.W. AND 80 FEET S.E. ALONG FENCE, 2.5 FEET N.E. OF
 AO0390'FENCE, SET IN THE TOP OF CONCRETE POST WHICH PROJECTS 0.6 FEET,
 AO0390'STANDARD TABLET STAMPED B 1088 1957.
 AO0390
 AO0390                          STATION RECOVERY (1982)
 AO0390
 AO0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0390'1.0 KM (0.6 MI) NORTH ALONG FARM ROAD 910 (FORMERLY U.S. HIGHWAY 83)
 AO0390'FROM THE POST OFFICE IN ASHERTON, THENCE 1.4 KM (0.9 MI) SOUTHEAST
 AO0390'ALONG FARM ROAD 1557 FROM THE JUNCTION OF FARM ROAD 190 AND FARM ROAD
 AO0390'1557, THENCE 0.25 KM (0.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 83, 24.0
 AO0390'METERS (79.0 FT) SOUTH SOUTHEAST OF CENTERLINE OF THE HIGHWAY 83, 23.4
 AO0390'METERS (77.0 FT) EAST SOUTHEAST OF CENTERLINE OF PRIVATE DRIVEWAY,
 AO0390'17.7 METERS (58.0 FT) SOUTHEAST OF A TELEPHONE POLE, 0.7 METER
 AO0390'(2.4 FT) NORTH NORTHEAST OF A FENCE.
 AO0390'THE MARK IS 0.4 METERS  NNE FROM A WITNESS POST.
 AO0390'THE MARK IS 1.0 M BELOW HIGHWAY.
 AO0390
 AO0390                          STATION RECOVERY (1997)
 AO0390
 AO0390'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0356 ***********************************************************************
 AO0356  DESIGNATION -  B 1089
 AO0356  PID         -  AO0356
 AO0356  STATE/COUNTY-  TX/WEBB
 AO0356  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0356
 AO0356                         *CURRENT SURVEY CONTROL
 AO0356  ___________________________________________________________________
 AO0356* NAD 83(1986)-  28 10 09.     (N)    099 36 06.     (W)     SCALED    
 AO0356* NAVD 88     -       192.161  (meters)     630.45   (feet)  ADJUSTED  
 AO0356  ___________________________________________________________________
 AO0356  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AO0356  DYNAMIC HT  -         191.866 (meters)     629.48  (feet)  COMP
 AO0356  MODELED GRAV-     979,106.9   (mgal)                       NAVD 88
 AO0356
 AO0356  VERT ORDER  -  FIRST     CLASS II
 AO0356
 AO0356.The horizontal coordinates were scaled from a topographic map and have
 AO0356.an estimated accuracy of +/- 6 seconds.
 AO0356
 AO0356.The orthometric height was determined by differential leveling
 AO0356.and adjusted by the National Geodetic Survey in June 1991..
 AO0356.WARNING-Repeat measurements at this control monument indicate possible
 AO0356.vertical movement.
 AO0356
 AO0356.The geoid height was determined by GEOID03.
 AO0356
 AO0356.The dynamic height is computed by dividing the NAVD 88
 AO0356.geopotential number by the normal gravity value computed on the
 AO0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0356.degrees latitude (g = 980.6199 gals.).
 AO0356
 AO0356.The modeled gravity was interpolated from observed gravity values.
 AO0356
 AO0356;                    North         East    Units  Estimated Accuracy
 AO0356;SPC TX S     - 5,277,750.      191,800.      MT  (+/- 180 meters Scaled)
 AO0356
 AO0356                          SUPERSEDED SURVEY CONTROL
 AO0356
 AO0356  NGVD 29 (??/??/92)  192.134  (m)          630.36   (f) ADJ UNCH    1 2
 AO0356
 AO0356.Superseded values are not recommended for survey control.
 AO0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0356.See file dsdata.txt to determine how the superseded data were derived.
 AO0356
 AO0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS409160(NAD 83)
 AO0356_MARKER: DB = BENCH MARK DISK
 AO0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0356_STAMPING: B 1089 1957
 AO0356_MARK LOGO: CGS   
 AO0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0356+STABILITY: SURFACE MOTION
 AO0356
 AO0356  HISTORY     - Date     Condition        Report By
 AO0356  HISTORY     - 1957     MONUMENTED       CGS
 AO0356  HISTORY     - 1982     GOOD             NGS
 AO0356
 AO0356                          STATION DESCRIPTION
 AO0356
 AO0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0356'12.75 MI SE FROM CATARINA.
 AO0356'12.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0356'CATARINA, 93 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET
 AO0356'SOUTHWEST OF A FENCE, IN LINE WITH THE NORTHEAST ONE OF TWO ROWS OF
 AO0356'POWER POLES, 59 FEET SOUTHEAST OF A POWER POLE, 8 FEET EAST OF A GATE,
 AO0356'2 FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, SET IN THE
 AO0356'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0356
 AO0356                          STATION RECOVERY (1982)
 AO0356
 AO0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0356'RECOVERED IN GOOD CONDITION.
 AO0356'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0585 ***********************************************************************
 CA0585  DESIGNATION -  B 109
 CA0585  PID         -  CA0585
 CA0585  STATE/COUNTY-  TX/CONCHO
 CA0585  USGS QUAD   -  PASCHE (1970)
 CA0585
 CA0585                         *CURRENT SURVEY CONTROL
 CA0585  ___________________________________________________________________
 CA0585* NAD 83(1986)-  31 13 11.     (N)    099 42 16.     (W)     SCALED    
 CA0585* NAVD 88     -       586.491  (meters)    1924.18   (feet)  POSTED    
 CA0585  ___________________________________________________________________
 CA0585  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CA0585  DYNAMIC HT  -         585.680 (meters)    1921.52  (feet)  COMP
 CA0585  MODELED GRAV-     979,245.6   (mgal)                       NAVD 88
 CA0585
 CA0585  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0585
 CA0585.The horizontal coordinates were scaled from a topographic map and have
 CA0585.an estimated accuracy of +/- 6 seconds.
 CA0585
 CA0585.The orthometric height was determined by differential leveling
 CA0585.and adjusted by the National Geodetic Survey in 1992..
 CA0585.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0585.rate of 0.0 thru 1.0 mm/km.
 CA0585
 CA0585.The geoid height was determined by GEOID03.
 CA0585
 CA0585.The dynamic height is computed by dividing the NAVD 88
 CA0585.geopotential number by the normal gravity value computed on the
 CA0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0585.degrees latitude (g = 980.6199 gals.).
 CA0585
 CA0585.The modeled gravity was interpolated from observed gravity values.
 CA0585
 CA0585;                    North         East    Units  Estimated Accuracy
 CA0585;SPC TX C     - 3,172,330.      759,920.      MT  (+/- 180 meters Scaled)
 CA0585
 CA0585                          SUPERSEDED SURVEY CONTROL
 CA0585
 CA0585  NGVD 29 (??/??/92)  586.398  (m)         1923.87   (f) ADJ UNCH    1 2
 CA0585
 CA0585.Superseded values are not recommended for survey control.
 CA0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0585.See file dsdata.txt to determine how the superseded data were derived.
 CA0585
 CA0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV329541(NAD 83)
 CA0585_MARKER: DB = BENCH MARK DISK
 CA0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0585+STABILITY: SURFACE MOTION
 CA0585
 CA0585  HISTORY     - Date     Condition        Report By
 CA0585  HISTORY     - UNK      MONUMENTED       CGS
 CA0585  HISTORY     - 1933     GOOD             NGS
 CA0585  HISTORY     - 1935     GOOD             NGS
 CA0585  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA0585
 CA0585                          STATION DESCRIPTION
 CA0585
 CA0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0585'7.2 MI W FROM MELVIN.
 CA0585'AT INTERSECTION OF HIGHWAY AND RAILROAD, ON SOUTH EDGE OF HIGHWAY
 CA0585'RIGHT OF WAY, 52 FEET NORTHEAST OF RAILROAD CENTER LINE, 100 FEET EAST
 CA0585'OF RAILROAD CATTLE GUARD.
 CA0585
 CA0585                          STATION RECOVERY (1935)
 CA0585
 CA0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0585'RECOVERED IN GOOD CONDITION.
 CA0585
 CA0585                          STATION RECOVERY (1981)
 CA0585
 CA0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1296 ***********************************************************************
 AY1296  DESIGNATION -  B 1090
 AY1296  PID         -  AY1296
 AY1296  STATE/COUNTY-  TX/UVALDE
 AY1296  USGS QUAD   -  UVALDE (1971)
 AY1296
 AY1296                         *CURRENT SURVEY CONTROL
 AY1296  ___________________________________________________________________
 AY1296* NAD 83(1986)-  29 14 20.     (N)    099 49 37.     (W)     SCALED    
 AY1296* NAVD 88     -       288.538  (meters)     946.65   (feet)  POSTED    
 AY1296  ___________________________________________________________________
 AY1296  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AY1296  DYNAMIC HT  -         288.120 (meters)     945.27  (feet)  COMP
 AY1296  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 AY1296
 AY1296  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1296
 AY1296.The horizontal coordinates were scaled from a topographic map and have
 AY1296.an estimated accuracy of +/- 6 seconds.
 AY1296
 AY1296.The orthometric height was determined by differential leveling
 AY1296.and adjusted by the National Geodetic Survey in 1992..
 AY1296.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1296.rate of 1.1 thru 2.0 mm/km.
 AY1296
 AY1296.The geoid height was determined by GEOID03.
 AY1296
 AY1296.The dynamic height is computed by dividing the NAVD 88
 AY1296.geopotential number by the normal gravity value computed on the
 AY1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1296.degrees latitude (g = 980.6199 gals.).
 AY1296
 AY1296.The modeled gravity was interpolated from observed gravity values.
 AY1296
 AY1296;                    North         East    Units  Estimated Accuracy
 AY1296;SPC TXSC     - 4,156,060.      519,620.      MT  (+/- 180 meters Scaled)
 AY1296
 AY1296                          SUPERSEDED SURVEY CONTROL
 AY1296
 AY1296  NGVD 29 (??/??/92)  288.408  (m)          946.22   (f) ADJ UNCH    1 2
 AY1296
 AY1296.Superseded values are not recommended for survey control.
 AY1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1296.See file dsdata.txt to determine how the superseded data were derived.
 AY1296
 AY1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT196347(NAD 83)
 AY1296_MARKER: DB = BENCH MARK DISK
 AY1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1296_STAMPING: B 1090 1957
 AY1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1296+STABILITY: SURFACE MOTION
 AY1296
 AY1296  HISTORY     - Date     Condition        Report By
 AY1296  HISTORY     - 1957     MONUMENTED       CGS
 AY1296  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1296  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 AY1296
 AY1296                          STATION DESCRIPTION
 AY1296
 AY1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1296'2.0 MI W FROM UVALDE.
 AY1296'2.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1296'STATION AT UVALDE, 3 1/2 RAILS EAST OF THE EAST END OF A CUT, 24.4
 AY1296'FEET WEST OF THE 1ST POLE EAST OF MILEPOST 303, 35.4 FEET SOUTH OF THE
 AY1296'SOUTH RAIL, 32 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, IN LINE
 AY1296'WITH A ROW OF TELEPHONE POLES, 2 FEET EAST OF A WITNESS POST, SET IN
 AY1296'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1296
 AY1296                          STATION RECOVERY (1982)
 AY1296
 AY1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1296'MARK NOT RECOVERED, PROBABLY GRADED OUT WHEN NEW RAILROAD BED WAS
 AY1296'BUILT.
 AY1296
 AY1296                          STATION RECOVERY (2003)
 AY1296
 AY1296'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0061 ***********************************************************************
 AZ0061  DESIGNATION -  B 1091
 AZ0061  PID         -  AZ0061
 AZ0061  STATE/COUNTY-  TX/KINNEY
 AZ0061  USGS QUAD   -  SPOFFORD (1974)
 AZ0061
 AZ0061                         *CURRENT SURVEY CONTROL
 AZ0061  ___________________________________________________________________
 AZ0061* NAD 83(1986)-  29 09 15.     (N)    100 23 11.     (W)     SCALED    
 AZ0061* NAVD 88     -       291.044  (meters)     954.87   (feet)  ADJUSTED  
 AZ0061  ___________________________________________________________________
 AZ0061  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0061  DYNAMIC HT  -         290.619 (meters)     953.47  (feet)  COMP
 AZ0061  MODELED GRAV-     979,175.2   (mgal)                       NAVD 88
 AZ0061
 AZ0061  VERT ORDER  -  FIRST     CLASS II
 AZ0061
 AZ0061.The horizontal coordinates were scaled from a topographic map and have
 AZ0061.an estimated accuracy of +/- 6 seconds.
 AZ0061
 AZ0061.The orthometric height was determined by differential leveling
 AZ0061.and adjusted by the National Geodetic Survey in June 1991..
 AZ0061
 AZ0061.The geoid height was determined by GEOID03.
 AZ0061
 AZ0061.The dynamic height is computed by dividing the NAVD 88
 AZ0061.geopotential number by the normal gravity value computed on the
 AZ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0061.degrees latitude (g = 980.6199 gals.).
 AZ0061
 AZ0061.The modeled gravity was interpolated from observed gravity values.
 AZ0061
 AZ0061;                    North         East    Units  Estimated Accuracy
 AZ0061;SPC TXSC     - 4,147,180.      465,130.      MT  (+/- 180 meters Scaled)
 AZ0061
 AZ0061                          SUPERSEDED SURVEY CONTROL
 AZ0061
 AZ0061  NGVD 29 (??/??/92)  290.956  (m)          954.58   (f) ADJ UNCH    1 2
 AZ0061
 AZ0061.Superseded values are not recommended for survey control.
 AZ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0061.See file dsdata.txt to determine how the superseded data were derived.
 AZ0061
 AZ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT651258(NAD 83)
 AZ0061_MARKER: DB = BENCH MARK DISK
 AZ0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0061_SP_SET: ABUTMENT
 AZ0061_STAMPING: B 1091 1957
 AZ0061_MARK LOGO: CGS   
 AZ0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0061
 AZ0061  HISTORY     - Date     Condition        Report By
 AZ0061  HISTORY     - 1957     MONUMENTED       CGS
 AZ0061  HISTORY     - 1982     GOOD             NGS
 AZ0061  HISTORY     - 19960109 GOOD             USPSQD
 AZ0061
 AZ0061                          STATION DESCRIPTION
 AZ0061
 AZ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0061'2.05 MI SE FROM SPOFFORD.
 AZ0061'ABOUT 2.05 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0061'FROM THE STATION AT SPOFFORD, IN THE TOP OF THE SOUTHWEST END OF THE
 AZ0061'NORTHWEST ABUTMENT OF THE BRIDGE OVER LINDSEY CREEK, 9.2 FEET
 AZ0061'SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 6 FEET BELOW THE TOP OF THE
 AZ0061'RAIL.
 AZ0061
 AZ0061                          STATION RECOVERY (1982)
 AZ0061
 AZ0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0061'RECOVERED THIS DATE, NOTE, RAILROAD STATION IS GONE, 3.7 KM
 AZ0061'(2.3 MI) SOUTHEAST ALONG FARM ROAD 1572 FROM THE JUNCTION OF STATE
 AZ0061'ROUTE 131 IN SPOFFORD, THENCE 0.24 KM (0.15 MI) NORTH ALONG LINDSEY
 AZ0061'CREEK TO SOUTHERN PACIFIC RAILROAD BRIDGE.
 AZ0061
 AZ0061                          STATION RECOVERY (1996)
 AZ0061
 AZ0061'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1332 ***********************************************************************
 AY1332  DESIGNATION -  B 1092
 AY1332  PID         -  AY1332
 AY1332  STATE/COUNTY-  TX/UVALDE
 AY1332  USGS QUAD   -  BLANCO LAKE (1971)
 AY1332
 AY1332                         *CURRENT SURVEY CONTROL
 AY1332  ___________________________________________________________________
 AY1332* NAD 83(1986)-  29 18 58.     (N)    099 34 16.     (W)     SCALED    
 AY1332* NAVD 88     -       290.357  (meters)     952.61   (feet)  ADJUSTED  
 AY1332  ___________________________________________________________________
 AY1332  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 AY1332  DYNAMIC HT  -         289.935 (meters)     951.23  (feet)  COMP
 AY1332  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 AY1332
 AY1332  VERT ORDER  -  FIRST     CLASS II
 AY1332
 AY1332.The horizontal coordinates were scaled from a topographic map and have
 AY1332.an estimated accuracy of +/- 6 seconds.
 AY1332
 AY1332.The orthometric height was determined by differential leveling
 AY1332.and adjusted by the National Geodetic Survey in June 1991..
 AY1332.WARNING-Repeat measurements at this control monument indicate possible
 AY1332.vertical movement.
 AY1332
 AY1332.The geoid height was determined by GEOID03.
 AY1332
 AY1332.The dynamic height is computed by dividing the NAVD 88
 AY1332.geopotential number by the normal gravity value computed on the
 AY1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1332.degrees latitude (g = 980.6199 gals.).
 AY1332
 AY1332.The modeled gravity was interpolated from observed gravity values.
 AY1332
 AY1332;                    North         East    Units  Estimated Accuracy
 AY1332;SPC TXSC     - 4,164,470.      544,530.      MT  (+/- 180 meters Scaled)
 AY1332
 AY1332                          SUPERSEDED SURVEY CONTROL
 AY1332
 AY1332  NGVD 29 (??/??/92)  290.195  (m)          952.08   (f) ADJ UNCH    1 2
 AY1332
 AY1332.Superseded values are not recommended for survey control.
 AY1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1332.See file dsdata.txt to determine how the superseded data were derived.
 AY1332
 AY1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT445431(NAD 83)
 AY1332_MARKER: DB = BENCH MARK DISK
 AY1332_SETTING: 66 = SET IN ROCK OUTCROP
 AY1332_SP_SET: ROCK OUTCROP
 AY1332_STAMPING: B 1092 1957
 AY1332_MARK LOGO: CGS   
 AY1332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1332+STABILITY: POSITION/ELEVATION WELL
 AY1332
 AY1332  HISTORY     - Date     Condition        Report By
 AY1332  HISTORY     - 1957     MONUMENTED       CGS
 AY1332  HISTORY     - 1982     GOOD             NGS
 AY1332  HISTORY     - 1988     GOOD             USPSQD
 AY1332
 AY1332                          STATION DESCRIPTION
 AY1332
 AY1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1332'4.3 MI NE FROM KNIPPA.
 AY1332'4.3 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1332'STATION AT KNIPPA, 2 1/2 POLES WEST OF MILEPOST 286, 224 FEET SOUTH OF
 AY1332'THE SOUTH RAIL, 127 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AY1332'CONCRETE HIGHWAY BRIDGE, 81 FEET SOUTH OF THE CENTER LINE OF U.S.
 AY1332'HIGHWAY 90, 44 FEET SOUTHEAST OF A 14 INCH MESQUITE TREE, 0.6 FOOT
 AY1332'SOUTH OF A FENCE, 3.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 AY1332'A LARGE FLAT ROCK OUTCROP, FLUSH WITH THE GROUND.
 AY1332
 AY1332                          STATION RECOVERY (1982)
 AY1332
 AY1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1332'RECOVERED THIS DATE, NOTE, 7.3 KM (4.5 MI) NORTHEAST ALONG U.S.
 AY1332'HIGHWAY 90 FROM THE JUNCTION OF FARM ROAD 1049 SOUTH IN KNIPPA.
 AY1332'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 AY1332
 AY1332                          STATION RECOVERY (1988)
 AY1332
 AY1332'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0095 ***********************************************************************
 AP0095  DESIGNATION -  B 1093
 AP0095  PID         -  AP0095
 AP0095  STATE/COUNTY-  TX/MAVERICK
 AP0095  USGS QUAD   -  DEADMANS HILL (1974)
 AP0095
 AP0095                         *CURRENT SURVEY CONTROL
 AP0095  ___________________________________________________________________
 AP0095* NAD 83(1986)-  28 47 24.     (N)    100 28 11.     (W)     SCALED    
 AP0095* NAVD 88     -       233.155  (meters)     764.94   (feet)  ADJUSTED  
 AP0095  ___________________________________________________________________
 AP0095  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AP0095  DYNAMIC HT  -         232.808 (meters)     763.80  (feet)  COMP
 AP0095  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 AP0095
 AP0095  VERT ORDER  -  FIRST     CLASS II
 AP0095
 AP0095.The horizontal coordinates were scaled from a topographic map and have
 AP0095.an estimated accuracy of +/- 6 seconds.
 AP0095
 AP0095.The orthometric height was determined by differential leveling
 AP0095.and adjusted by the National Geodetic Survey in June 1991..
 AP0095
 AP0095.The geoid height was determined by GEOID03.
 AP0095
 AP0095.The dynamic height is computed by dividing the NAVD 88
 AP0095.geopotential number by the normal gravity value computed on the
 AP0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0095.degrees latitude (g = 980.6199 gals.).
 AP0095
 AP0095.The modeled gravity was interpolated from observed gravity values.
 AP0095
 AP0095;                    North         East    Units  Estimated Accuracy
 AP0095;SPC TXSC     - 4,106,930.      456,520.      MT  (+/- 180 meters Scaled)
 AP0095
 AP0095                          SUPERSEDED SURVEY CONTROL
 AP0095
 AP0095  NGVD 29 (??/??/92)  233.03   (m)          764.5    (f) COMPUTED    1 2
 AP0095
 AP0095.Superseded values are not recommended for survey control.
 AP0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0095.See file dsdata.txt to determine how the superseded data were derived.
 AP0095
 AP0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS565856(NAD 83)
 AP0095_MARKER: DB = BENCH MARK DISK
 AP0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0095_SP_SET: CULVERT
 AP0095_STAMPING: B 1093 1957
 AP0095_MARK LOGO: CGS   
 AP0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0095
 AP0095  HISTORY     - Date     Condition        Report By
 AP0095  HISTORY     - 1957     MONUMENTED       CGS
 AP0095  HISTORY     - 1982     GOOD             NGS
 AP0095
 AP0095                          STATION DESCRIPTION
 AP0095
 AP0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0095'5.9 MI N FROM EAGLE PASS.
 AP0095'5.9 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0095'STATON AT EAGLE PASS, 6 1/2 POLES SOUTH OF MILEPOST 27, ON THE OUTSIDE
 AP0095'OF A CURVE IN THE RAILROAD, 135 FEET NORTH OF A FENCE CORNER, 48 FEET
 AP0095'WEST OF THE WEST RAIL, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF THE
 AP0095'CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT OVER AN IRRIGATION
 AP0095'DITCH.
 AP0095
 AP0095                          STATION RECOVERY (1982)
 AP0095
 AP0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1239 ***********************************************************************
 AY1239  DESIGNATION -  B 1094
 AY1239  PID         -  AY1239
 AY1239  STATE/COUNTY-  TX/MEDINA
 AY1239  USGS QUAD   -  D'HANIS (1970)
 AY1239
 AY1239                         *CURRENT SURVEY CONTROL
 AY1239  ___________________________________________________________________
 AY1239* NAD 83(1986)-  29 20 05.     (N)    099 15 49.     (W)     SCALED    
 AY1239* NAVD 88     -       272.906  (meters)     895.36   (feet)  ADJUSTED  
 AY1239  ___________________________________________________________________
 AY1239  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AY1239  DYNAMIC HT  -         272.509 (meters)     894.06  (feet)  COMP
 AY1239  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 AY1239
 AY1239  VERT ORDER  -  FIRST     CLASS II
 AY1239
 AY1239.The horizontal coordinates were scaled from a topographic map and have
 AY1239.an estimated accuracy of +/- 6 seconds.
 AY1239
 AY1239.The orthometric height was determined by differential leveling
 AY1239.and adjusted by the National Geodetic Survey in June 1991..
 AY1239
 AY1239.The geoid height was determined by GEOID03.
 AY1239
 AY1239.The dynamic height is computed by dividing the NAVD 88
 AY1239.geopotential number by the normal gravity value computed on the
 AY1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1239.degrees latitude (g = 980.6199 gals.).
 AY1239
 AY1239.The modeled gravity was interpolated from observed gravity values.
 AY1239
 AY1239;                    North         East    Units  Estimated Accuracy
 AY1239;SPC TXSC     - 4,166,420.      574,400.      MT  (+/- 180 meters Scaled)
 AY1239
 AY1239                          SUPERSEDED SURVEY CONTROL
 AY1239
 AY1239  NGVD 29 (??/??/92)  272.793  (m)          894.99   (f) ADJ UNCH    1 2
 AY1239
 AY1239.Superseded values are not recommended for survey control.
 AY1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1239.See file dsdata.txt to determine how the superseded data were derived.
 AY1239
 AY1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT744451(NAD 83)
 AY1239_MARKER: DB = BENCH MARK DISK
 AY1239_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AY1239_SP_SET: 19.5 FT.
 AY1239_STAMPING: B 1094 1957
 AY1239_MARK LOGO: CGS   
 AY1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1239
 AY1239  HISTORY     - Date     Condition        Report By
 AY1239  HISTORY     - 1957     MONUMENTED       CGS
 AY1239  HISTORY     - 1982     GOOD             NGS
 AY1239  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY1239
 AY1239                          STATION DESCRIPTION
 AY1239
 AY1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1239'1.1 MI E FROM DHANIS.
 AY1239'ABOUT 1.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1239'STATION AT DHANIS, 3 POLES EAST OF MILE POST 266, 3 POLES WEST OF A
 AY1239'PRIVATE ROAD CROSSING, 45 FEET NORTH OF THE NORTH RAIL, 6 FEET
 AY1239'NORTHWEST OF POLE L 21, 2 FEET SOUTH OF THE FENCE LINE, 2.3 FEET EAST
 AY1239'OF A WHITE WOODEN WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AY1239'COATED ROD WHICH IS DRIVEN 19 1/2 FEET IN THE GROUND AND IS ENCASED BY
 AY1239'A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 AY1239
 AY1239                          STATION RECOVERY (1982)
 AY1239
 AY1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1239'MARK RECOVERED THIS DATE, 1.7 KM (1.05 MI) EASTERLY ALONG U.S. HIGHWAY
 AY1239'90 FROM THE JUNCTION OF FARM ROAD 1796 IN D HANIS, 85.4 METERS
 AY1239'(280.0 FT) WEST OF A WINDMILL.
 AY1239
 AY1239                          STATION RECOVERY (1988)
 AY1239
 AY1239'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1268 ***********************************************************************
 AY1268  DESIGNATION -  B 1095
 AY1268  PID         -  AY1268
 AY1268  STATE/COUNTY-  TX/MEDINA
 AY1268  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1268
 AY1268                         *CURRENT SURVEY CONTROL
 AY1268  ___________________________________________________________________
 AY1268* NAD 83(1986)-  29 21 09.     (N)    099 00 09.     (W)     SCALED    
 AY1268* NAVD 88     -       297.891  (meters)     977.33   (feet)  ADJUSTED  
 AY1268  ___________________________________________________________________
 AY1268  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AY1268  DYNAMIC HT  -         297.458 (meters)     975.91  (feet)  COMP
 AY1268  MODELED GRAV-     979,184.3   (mgal)                       NAVD 88
 AY1268
 AY1268  VERT ORDER  -  FIRST     CLASS II
 AY1268
 AY1268.The horizontal coordinates were scaled from a topographic map and have
 AY1268.an estimated accuracy of +/- 6 seconds.
 AY1268
 AY1268.The orthometric height was determined by differential leveling
 AY1268.and adjusted by the National Geodetic Survey in June 1991..
 AY1268
 AY1268.The geoid height was determined by GEOID03.
 AY1268
 AY1268.The dynamic height is computed by dividing the NAVD 88
 AY1268.geopotential number by the normal gravity value computed on the
 AY1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1268.degrees latitude (g = 980.6199 gals.).
 AY1268
 AY1268.The modeled gravity was interpolated from observed gravity values.
 AY1268
 AY1268;                    North         East    Units  Estimated Accuracy
 AY1268;SPC TXSC     - 4,168,360.      599,760.      MT  (+/- 180 meters Scaled)
 AY1268
 AY1268                          SUPERSEDED SURVEY CONTROL
 AY1268
 AY1268  NGVD 29 (??/??/92)  297.760  (m)          976.90   (f) ADJ UNCH    1 2
 AY1268
 AY1268.Superseded values are not recommended for survey control.
 AY1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1268.See file dsdata.txt to determine how the superseded data were derived.
 AY1268
 AY1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT997470(NAD 83)
 AY1268_MARKER: DB = BENCH MARK DISK
 AY1268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1268_SP_SET: COLUMN
 AY1268_STAMPING: B 1095 1957
 AY1268_MARK LOGO: CGS   
 AY1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1268+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1268
 AY1268  HISTORY     - Date     Condition        Report By
 AY1268  HISTORY     - 1957     MONUMENTED       CGS
 AY1268  HISTORY     - 1982     GOOD             NGS
 AY1268  HISTORY     - 19910614 GOOD             USPSQD
 AY1268  HISTORY     - 19950420 GOOD             USPSQD
 AY1268  HISTORY     - 19970211 GOOD             USPSQD
 AY1268  HISTORY     - 20011227 GOOD             USPSQD
 AY1268  HISTORY     - 20050521 GOOD             USPSQD
 AY1268
 AY1268                          STATION DESCRIPTION
 AY1268
 AY1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1268'9.2 MI E FROM HONDO.
 AY1268'9.2 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1268'STATION AT HONDO, 0.8 MILE NORTHWEST OF THE STATION SIGN AT DUNLAY,
 AY1268'13.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 3.0 FEET ABOVE THE GROUND,
 AY1268'AT THE OVERPASS OF U.S. HIGHWAY 90, SET VERTICALLY IN THE SOUTHWEST
 AY1268'SIDE OF THE SOUTHEAST COLUMN OF THE 1ST BENT NORTHEAST OF THE TRACK.
 AY1268
 AY1268                          STATION RECOVERY (1982)
 AY1268
 AY1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1268'RECOVERED THIS DATE, NEW DESCRIPTION FOLLOWS, 13.9 KM (8.6 MI) EAST
 AY1268'ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM ROAD 462 NORTH IN
 AY1268'HONDO NOTE, AFTER B 1095, LEVEL LINE WAS REROUTED AND FOLLOWS U.S.
 AY1268'HIGHWAY 90 EAST TO SAN ANTONIO.
 AY1268
 AY1268                          STATION RECOVERY (1991)
 AY1268
 AY1268'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1268'RECOVERED IN GOOD CONDITION.
 AY1268
 AY1268                          STATION RECOVERY (1995)
 AY1268
 AY1268'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1268'RECOVERED IN GOOD CONDITION.
 AY1268
 AY1268                          STATION RECOVERY (1997)
 AY1268
 AY1268'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1268'RECOVERED IN GOOD CONDITION.
 AY1268
 AY1268                          STATION RECOVERY (2001)
 AY1268
 AY1268'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1268'RECOVERED IN GOOD CONDITION.
 AY1268
 AY1268                          STATION RECOVERY (2005)
 AY1268
 AY1268'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 AY1268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0549 ***********************************************************************
 BP0549  DESIGNATION -  B 1096
 BP0549  PID         -  BP0549
 BP0549  STATE/COUNTY-  TX/BREWSTER
 BP0549  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0549
 BP0549                         *CURRENT SURVEY CONTROL
 BP0549  ___________________________________________________________________
 BP0549* NAD 83(1986)-  30 22 00.     (N)    103 39 08.     (W)     SCALED    
 BP0549* NAVD 88     -      1403.893  (meters)    4605.94   (feet)  ADJUSTED  
 BP0549  ___________________________________________________________________
 BP0549  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 BP0549  DYNAMIC HT  -        1401.620 (meters)    4598.48  (feet)  COMP
 BP0549  MODELED GRAV-     978,972.5   (mgal)                       NAVD 88
 BP0549
 BP0549  VERT ORDER  -  FIRST     CLASS I
 BP0549
 BP0549.The horizontal coordinates were scaled from a topographic map and have
 BP0549.an estimated accuracy of +/- 6 seconds.
 BP0549
 BP0549.The orthometric height was determined by differential leveling
 BP0549.and adjusted by the National Geodetic Survey in June 1991..
 BP0549
 BP0549.The geoid height was determined by GEOID03.
 BP0549
 BP0549.The dynamic height is computed by dividing the NAVD 88
 BP0549.geopotential number by the normal gravity value computed on the
 BP0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0549.degrees latitude (g = 980.6199 gals.).
 BP0549
 BP0549.The modeled gravity was interpolated from observed gravity values.
 BP0549
 BP0549;                    North         East    Units  Estimated Accuracy
 BP0549;SPC TXSC     - 4,289,670.      152,890.      MT  (+/- 180 meters Scaled)
 BP0549
 BP0549                          SUPERSEDED SURVEY CONTROL
 BP0549
 BP0549  NGVD 29 (??/??/92) 1403.439  (m)         4604.45   (f) ADJ UNCH    1 1
 BP0549
 BP0549.Superseded values are not recommended for survey control.
 BP0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0549.See file dsdata.txt to determine how the superseded data were derived.
 BP0549
 BP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP295601(NAD 83)
 BP0549_MARKER: DB = BENCH MARK DISK
 BP0549_SETTING: 66 = SET IN ROCK OUTCROP
 BP0549_SP_SET: ROCK OUTCROP
 BP0549_STAMPING: B 1096 1977
 BP0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0549+STABILITY: POSITION/ELEVATION WELL
 BP0549
 BP0549  HISTORY     - Date     Condition        Report By
 BP0549  HISTORY     - 1977     MONUMENTED       NGS
 BP0549  HISTORY     - 1981     GOOD             NGS
 BP0549  HISTORY     - 1989     GOOD             USPSQD
 BP0549  HISTORY     - 19961007 GOOD             USPSQD
 BP0549
 BP0549                          STATION DESCRIPTION
 BP0549
 BP0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0549'ALPINE.
 BP0549'0.8 MILES NORTHEAST ALONG U.S.HIGHWAY 90 FROM THE TEXAS AND NEW
 BP0549'ORLEANS RAILROAD STATION AT ALPINE, THENCE 0.6 NORTH ALONG AN
 BP0549'ASPHALT ROAD CIRCLING THE EAST SIDE OF THE SUL ROSS UNIVERSITY
 BP0549'CAMPUS, IN THE TOP A ROCK OUTCROP PROJECTING 2 FT., 67 FT.
 BP0549'WEST OF THE NORTH CORNER OF THE MOUNTIANSIDE DORM KITCHEN,
 BP0549'57.9 FT. NORTH OF THE WEST CORNER OF THE MOUNTAINSIDE DORM KITCHEN,
 BP0549'41.5 FT. WEST-SOUTHWEST OF THE WEST END OF A ROCK RETAINING WALL.
 BP0549
 BP0549                          STATION RECOVERY (1981)
 BP0549
 BP0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0549'RECOVERED IN GOOD CONDITION.
 BP0549
 BP0549                          STATION RECOVERY (1989)
 BP0549
 BP0549'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0549'RECOVERED IN GOOD CONDITION.
 BP0549
 BP0549                          STATION RECOVERY (1996)
 BP0549
 BP0549'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0305 ***********************************************************************
 BQ0305  DESIGNATION -  B 1097
 BQ0305  PID         -  BQ0305
 BQ0305  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0305  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0305
 BQ0305                         *CURRENT SURVEY CONTROL
 BQ0305  ___________________________________________________________________
 BQ0305* NAD 83(1986)-  30 40 37.     (N)    104 01 01.     (W)     SCALED    
 BQ0305* NAVD 88     -      1983.092  (meters)    6506.19   (feet)  ADJUSTED  
 BQ0305  ___________________________________________________________________
 BQ0305  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0305  DYNAMIC HT  -        1979.715 (meters)    6495.11  (feet)  COMP
 BQ0305  MODELED GRAV-     978,865.9   (mgal)                       NAVD 88
 BQ0305  OBS GRAVITY -     978,841.3   (mgal)                       GRAV_OBS
 BQ0305
 BQ0305  VERT ORDER  -  FIRST     CLASS I
 BQ0305
 BQ0305.The horizontal coordinates were scaled from a topographic map and have
 BQ0305.an estimated accuracy of +/- 6 seconds.
 BQ0305
 BQ0305.The orthometric height was determined by differential leveling
 BQ0305.and adjusted by the National Geodetic Survey in June 1991..
 BQ0305
 BQ0305.The geoid height was determined by GEOID03.
 BQ0305
 BQ0305.The dynamic height is computed by dividing the NAVD 88
 BQ0305.geopotential number by the normal gravity value computed on the
 BQ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0305.degrees latitude (g = 980.6199 gals.).
 BQ0305
 BQ0305.The modeled gravity was interpolated from observed gravity values.
 BQ0305.The observed gravity was obtained from relative gravimeter ties
 BQ0305.to the IGSN71 gravity network.
 BQ0305
 BQ0305;                    North         East    Units  Estimated Accuracy
 BQ0305;SPC TX C     - 3,117,840.      347,120.      MT  (+/- 180 meters Scaled)
 BQ0305
 BQ0305                          SUPERSEDED SURVEY CONTROL
 BQ0305
 BQ0305  NGVD 29 (??/??/92) 1982.431  (m)         6504.03   (f) ADJ UNCH    1 1
 BQ0305
 BQ0305.Superseded values are not recommended for survey control.
 BQ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0305.See file dsdata.txt to determine how the superseded data were derived.
 BQ0305
 BQ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP941942(NAD 83)
 BQ0305_MARKER: DV = VERTICAL CONTROL DISK
 BQ0305_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0305_SP_SET: ROCK OUTCROP
 BQ0305_STAMPING: B 1097 1977
 BQ0305_MARK LOGO: NGS   
 BQ0305_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0305+STABILITY: POSITION/ELEVATION WELL
 BQ0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BQ0305+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1996
 BQ0305
 BQ0305  HISTORY     - Date     Condition        Report By
 BQ0305  HISTORY     - 1977     MONUMENTED       NGS
 BQ0305  HISTORY     - 1980     GOOD             NGS
 BQ0305  HISTORY     - 1988     GOOD             USPSQD
 BQ0305  HISTORY     - 1989     GOOD             USPSQD
 BQ0305  HISTORY     - 19961007 GOOD             USPSQD
 BQ0305  HISTORY     - 19961108 GOOD             NGS
 BQ0305  HISTORY     - 20030322 GOOD             USPSQD
 BQ0305
 BQ0305                          STATION DESCRIPTION
 BQ0305
 BQ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0305'16.20 MI NW FROM FORT DAVIS.
 BQ0305'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0305'COURTHOUSE AT FORT DAVIS, THENCE 1.10 MILES SOUTHEAST ALONG
 BQ0305'SPUR 78 FROM ITS JUNCTION WITH 118, THENCE 0.10 MILES NORTHEAST
 BQ0305'ALONG A GRAVELED ROAD LEADING TO THE MCDONALDS OBSERVATORY
 BQ0305'VALIDATION SITE, 48 FT. SOUTHWEST OF VALIDATION NO 2, 6 FT. EAST
 BQ0305'OF THE WEST END OF A SMALL LEDGE, 93 FT. WEST OF THE CENTER LINE
 BQ0305'OF THE ROAD
 BQ0305
 BQ0305                          STATION RECOVERY (1980)
 BQ0305
 BQ0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BQ0305'RECOVERED IN GOOD CONDITION.
 BQ0305
 BQ0305                          STATION RECOVERY (1988)
 BQ0305
 BQ0305'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0305'RECOVERED IN GOOD CONDITION.
 BQ0305
 BQ0305                          STATION RECOVERY (1989)
 BQ0305
 BQ0305'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0305'RECOVERED IN GOOD CONDITION.
 BQ0305
 BQ0305                          STATION RECOVERY (1996)
 BQ0305
 BQ0305'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0305'RECOVERED IN GOOD CONDITION.
 BQ0305
 BQ0305                          STATION RECOVERY (1996)
 BQ0305
 BQ0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BQ0305'24.7 KM (15.35 MI) NORTHERLY ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 BQ0305'OF STATE HIGHWAY 17 IN FORT DAVIS, THENCE 1.4 KM (0.85 MI) EASTERLY
 BQ0305'ALONG STATE ROAD SPUR 78 LEADING TO THE MCDONALD OBSERVATORY, THENCE
 BQ0305'0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.2 KM (0.10 MI)
 BQ0305'SOUTHERLY ALONG A GRAVELED ROAD, NEAR THE CENTER OF A 2 BY 2-FOOT
 BQ0305'EXPOSED AREA OF BEDROCK, 35.2 M (115.5 FT) WEST OF THE SOUTHWEST
 BQ0305'CORNER OF A BUILDING, 27.6 M (90.6 FT) WEST OF THE ROAD CENTER, 14.2 M
 BQ0305'(46.6 FT) WEST OF VALIDATION REFERENCE MARK 2, 0.5 M (1.6 FT) ABOVE
 BQ0305'THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 BQ0305
 BQ0305                          STATION RECOVERY (2003)
 BQ0305
 BQ0305'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0313 ***********************************************************************
 BQ0313  DESIGNATION -  B 1098
 BQ0313  PID         -  BQ0313
 BQ0313  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0313  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0313
 BQ0313                         *CURRENT SURVEY CONTROL
 BQ0313  ___________________________________________________________________
 BQ0313* NAD 83(1986)-  30 39 07.     (N)    104 01 09.     (W)     SCALED    
 BQ0313* NAVD 88     -      1724.842  (meters)    5658.92   (feet)  ADJUSTED  
 BQ0313  ___________________________________________________________________
 BQ0313  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BQ0313  DYNAMIC HT  -        1721.947 (meters)    5649.42  (feet)  COMP
 BQ0313  MODELED GRAV-     978,900.8   (mgal)                       NAVD 88
 BQ0313  OBS GRAVITY -     978,897.2   (mgal)                       GRAV_OBS
 BQ0313
 BQ0313  VERT ORDER  -  FIRST     CLASS I
 BQ0313
 BQ0313.The horizontal coordinates were scaled from a topographic map and have
 BQ0313.an estimated accuracy of +/- 6 seconds.
 BQ0313
 BQ0313.The orthometric height was determined by differential leveling
 BQ0313.and adjusted by the National Geodetic Survey in June 1991..
 BQ0313
 BQ0313.The geoid height was determined by GEOID03.
 BQ0313
 BQ0313.The dynamic height is computed by dividing the NAVD 88
 BQ0313.geopotential number by the normal gravity value computed on the
 BQ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0313.degrees latitude (g = 980.6199 gals.).
 BQ0313
 BQ0313.The modeled gravity was interpolated from observed gravity values.
 BQ0313.The observed gravity was obtained from relative gravimeter ties
 BQ0313.to the IGSN71 gravity network.
 BQ0313
 BQ0313;                    North         East    Units  Estimated Accuracy
 BQ0313;SPC TX C     - 3,115,080.      346,820.      MT  (+/- 180 meters Scaled)
 BQ0313
 BQ0313                          SUPERSEDED SURVEY CONTROL
 BQ0313
 BQ0313  NGVD 29 (??/??/92) 1724.216  (m)         5656.87   (f) ADJ UNCH    1 1
 BQ0313
 BQ0313.Superseded values are not recommended for survey control.
 BQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0313.See file dsdata.txt to determine how the superseded data were derived.
 BQ0313
 BQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP939914(NAD 83)
 BQ0313_MARKER: DB = BENCH MARK DISK
 BQ0313_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0313_SP_SET: ROCK OUTCROP
 BQ0313_STAMPING: B 1098 1977
 BQ0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0313+STABILITY: POSITION/ELEVATION WELL
 BQ0313
 BQ0313  HISTORY     - Date     Condition        Report By
 BQ0313  HISTORY     - 1977     MONUMENTED       NGS
 BQ0313  HISTORY     - 1988     GOOD             USPSQD
 BQ0313  HISTORY     - 1989     GOOD             USPSQD
 BQ0313  HISTORY     - 19961007 GOOD             USPSQD
 BQ0313  HISTORY     - 20030322 GOOD             USPSQD
 BQ0313
 BQ0313                          STATION DESCRIPTION
 BQ0313
 BQ0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0313'12.1 MI NW FROM FORT DAVIS.
 BQ0313'ABOUT 12.1 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0313'COURTHOUSE AT FORT DAVIS, 63.5 FT. WEST OF THE CENTER LINE OF
 BQ0313'THE HIGHWAY, 9.5 FT. EAST OF THE RIGHT-OF-WAY FENCE, 7.0 FT. SOUTHEAST
 BQ0313'OF A ROCKY LEDGE, 81. FT. NORTHWEST OF A 1 PIPE CULVERT.
 BQ0313
 BQ0313                          STATION RECOVERY (1988)
 BQ0313
 BQ0313'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0313'RECOVERED IN GOOD CONDITION.
 BQ0313
 BQ0313                          STATION RECOVERY (1989)
 BQ0313
 BQ0313'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0313'RECOVERED IN GOOD CONDITION.
 BQ0313
 BQ0313                          STATION RECOVERY (1996)
 BQ0313
 BQ0313'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0313'RECOVERED IN GOOD CONDITION.
 BQ0313
 BQ0313                          STATION RECOVERY (2003)
 BQ0313
 BQ0313'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0149 ***********************************************************************
 AZ0149  DESIGNATION -  B 1099
 AZ0149  PID         -  AZ0149
 AZ0149  STATE/COUNTY-  TX/KINNEY
 AZ0149  USGS QUAD   -  MUD CREEK SOUTH (1978)
 AZ0149
 AZ0149                         *CURRENT SURVEY CONTROL
 AZ0149  ___________________________________________________________________
 AZ0149* NAD 83(1986)-  29 22 00.     (N)    100 38 41.     (W)     SCALED    
 AZ0149* NAVD 88     -       328.606  (meters)    1078.10   (feet)  ADJUSTED  
 AZ0149  ___________________________________________________________________
 AZ0149  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0149  DYNAMIC HT  -         328.122 (meters)    1076.51  (feet)  COMP
 AZ0149  MODELED GRAV-     979,163.0   (mgal)                       NAVD 88
 AZ0149
 AZ0149  VERT ORDER  -  FIRST     CLASS II
 AZ0149
 AZ0149.The horizontal coordinates were scaled from a topographic map and have
 AZ0149.an estimated accuracy of +/- 6 seconds.
 AZ0149
 AZ0149.The orthometric height was determined by differential leveling
 AZ0149.and adjusted by the National Geodetic Survey in June 1991..
 AZ0149
 AZ0149.The geoid height was determined by GEOID03.
 AZ0149
 AZ0149.The dynamic height is computed by dividing the NAVD 88
 AZ0149.geopotential number by the normal gravity value computed on the
 AZ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0149.degrees latitude (g = 980.6199 gals.).
 AZ0149
 AZ0149.The modeled gravity was interpolated from observed gravity values.
 AZ0149
 AZ0149;                    North         East    Units  Estimated Accuracy
 AZ0149;SPC TXSC     - 4,171,060.      440,340.      MT  (+/- 180 meters Scaled)
 AZ0149
 AZ0149                          SUPERSEDED SURVEY CONTROL
 AZ0149
 AZ0149  NGVD 29 (??/??/92)  328.547  (m)         1077.91   (f) ADJ UNCH    1 2
 AZ0149
 AZ0149.Superseded values are not recommended for survey control.
 AZ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0149.See file dsdata.txt to determine how the superseded data were derived.
 AZ0149
 AZ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT403497(NAD 83)
 AZ0149_MARKER: DB = BENCH MARK DISK
 AZ0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0149_SP_SET: CULVERT
 AZ0149_STAMPING: B 1099 1957
 AZ0149_MARK LOGO: CGS   
 AZ0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0149
 AZ0149  HISTORY     - Date     Condition        Report By
 AZ0149  HISTORY     - 1957     MONUMENTED       CGS
 AZ0149  HISTORY     - 1982     GOOD             NGS
 AZ0149  HISTORY     - 19960524 GOOD             USPSQD
 AZ0149
 AZ0149                          STATION DESCRIPTION
 AZ0149
 AZ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0149'16.7 MI E FROM DEL RIO.
 AZ0149'ABOUT 16.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0149'THE STATION AT DEL RIO, 3 POLES EAST OF MILE POST 362, 75 FEET NORTH
 AZ0149'OF THE NORTH RAIL, IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL OF A
 AZ0149'3-CHANNEL CONCRETE CULVERT UNDER U.S. HIGHWAY 90, 22 FEET SOUTH OF AND
 AZ0149'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE CENTER LINE OF THE HIGHWAY.
 AZ0149
 AZ0149                          STATION RECOVERY (1982)
 AZ0149
 AZ0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0149'RECOVERED THIS DATE, A NEW DESCRIPTION FOLLOWS, 2.2 KM (1.4 MI)
 AZ0149'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 90 AND 277 (AVENUE F) FROM THE
 AZ0149'CIVIC CENTER IN DEL RIO, TO THE JUNCTION OF U.S. HIGHWAY 90 EAST
 AZ0149'(GIBBS STREET), THENCE 26.7 KM (16.55 MI) EAST ALONG U.S. HIGHWAY 90
 AZ0149'AT A CONCRETE CULVERT UNDER THE HIGHWAY, SET IN THE CENTER OF THE
 AZ0149'SOUTH HEADWALL, 0.5 KM (0.35 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 90
 AZ0149'FROM A GRAVELED ROAD LEADING SOUTH-SOUTHWEST TO THE SOUTHERN PACIFIC
 AZ0149'RAILROAD, 9.7 METERS 32.0 FT SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AZ0149'HIGHWAY 90, 22.8 METERS 75.0 FT NORTH-NORTHEAST OF THE NORTH-NORTHEAST
 AZ0149'RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 AZ0149'THE MARK IS 0.3 M ABOVE HIGHWAY 90.
 AZ0149
 AZ0149                          STATION RECOVERY (1996)
 AZ0149
 AZ0149'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0012 ***********************************************************************
 CT0012  DESIGNATION -  B 11
 CT0012  PID         -  CT0012
 CT0012  STATE/COUNTY-  TX/PALO PINTO
 CT0012  USGS QUAD   -  BRAZOS EAST (1984)
 CT0012
 CT0012                         *CURRENT SURVEY CONTROL
 CT0012  ___________________________________________________________________
 CT0012* NAD 83(1986)-  32 40 10.     (N)    098 05 58.     (W)     SCALED    
 CT0012* NAVD 88     -       248.181  (meters)     814.24   (feet)  POSTED    
 CT0012  ___________________________________________________________________
 CT0012  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CT0012  DYNAMIC HT  -         247.880 (meters)     813.25  (feet)  COMP
 CT0012  MODELED GRAV-     979,406.7   (mgal)                       NAVD 88
 CT0012
 CT0012  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0012
 CT0012.The horizontal coordinates were scaled from a topographic map and have
 CT0012.an estimated accuracy of +/- 6 seconds.
 CT0012
 CT0012.The orthometric height was determined by differential leveling
 CT0012.and adjusted by the National Geodetic Survey in 1992..
 CT0012.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0012.rate of 0.0 thru 1.0 mm/km.
 CT0012
 CT0012.The geoid height was determined by GEOID03.
 CT0012
 CT0012.The dynamic height is computed by dividing the NAVD 88
 CT0012.geopotential number by the normal gravity value computed on the
 CT0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0012.degrees latitude (g = 980.6199 gals.).
 CT0012
 CT0012.The modeled gravity was interpolated from observed gravity values.
 CT0012
 CT0012;                    North         East    Units  Estimated Accuracy
 CT0012;SPC TXNC     - 2,111,270.      637,570.      MT  (+/- 180 meters Scaled)
 CT0012
 CT0012                          SUPERSEDED SURVEY CONTROL
 CT0012
 CT0012.No superseded survey control is available for this station.
 CT0012
 CT0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB844150(NAD 83)
 CT0012_MARKER: P = PIPE CAP
 CT0012_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0012_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0012_STAMPING: EL 813.912 FT B 11
 CT0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0012
 CT0012  HISTORY     - Date     Condition        Report By
 CT0012  HISTORY     - UNK      MONUMENTED       CGS
 CT0012  HISTORY     - 1947     GOOD             NGS
 CT0012  HISTORY     - 1955     MARK NOT FOUND   NGS
 CT0012  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0012
 CT0012                          STATION DESCRIPTION
 CT0012
 CT0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CT0012'1.5 MI E FROM BRAZOS.
 CT0012'IT IS ABOUT 1 1/2 MILES EAST FROM BRAZOS IN THE SOUTHWEST POINT OF THE
 CT0012'INTERSECTION OF THE T. AND P.R.R. AND THE OLD BRAZOS-MILLSAP ROAD
 CT0012'WHICH IS ABOUT 1/2 MILE EAST OF U.S. HIGHWAY MO. 281.  MARK IS 21
 CT0012'YARDS SOUTHWEST AND ACROSS THE ROAD FROM BRIDGE 299.2, 11 YARDS SOUTH
 CT0012'OF THE SOUTH RAIL, 10 YARDS WEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 CT0012'3 YARDS NORTHEAST OF THE FENCE CORNER AND PROJECTS ABOUT 10 INCHES.
 CT0012'NOTE-- IT MAY HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 CT0012
 CT0012                          STATION RECOVERY (1955)
 CT0012
 CT0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CT0012'MARK NOT FOUND.
 CT0012
 CT0012                          STATION RECOVERY (2002)
 CT0012
 CT0012'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1236 ***********************************************************************
 AY1236  DESIGNATION -  B 1100
 AY1236  PID         -  AY1236
 AY1236  STATE/COUNTY-  TX/MEDINA
 AY1236  USGS QUAD   -  D'HANIS (1970)
 AY1236
 AY1236                         *CURRENT SURVEY CONTROL
 AY1236  ___________________________________________________________________
 AY1236* NAD 83(1986)-  29 19 41.     (N)    099 17 14.     (W)     SCALED    
 AY1236* NAVD 88     -       268.890  (meters)     882.18   (feet)  POSTED    
 AY1236  ___________________________________________________________________
 AY1236  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AY1236  DYNAMIC HT  -         268.500 (meters)     880.90  (feet)  COMP
 AY1236  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AY1236
 AY1236  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1236
 AY1236.The horizontal coordinates were scaled from a topographic map and have
 AY1236.an estimated accuracy of +/- 6 seconds.
 AY1236
 AY1236.The orthometric height was determined by differential leveling
 AY1236.and adjusted by the National Geodetic Survey in 1992..
 AY1236.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1236.rate of 0.0 thru 1.0 mm/km.
 AY1236
 AY1236.The geoid height was determined by GEOID03.
 AY1236
 AY1236.The dynamic height is computed by dividing the NAVD 88
 AY1236.geopotential number by the normal gravity value computed on the
 AY1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1236.degrees latitude (g = 980.6199 gals.).
 AY1236
 AY1236.The modeled gravity was interpolated from observed gravity values.
 AY1236
 AY1236;                    North         East    Units  Estimated Accuracy
 AY1236;SPC TXSC     - 4,165,690.      572,110.      MT  (+/- 180 meters Scaled)
 AY1236
 AY1236                          SUPERSEDED SURVEY CONTROL
 AY1236
 AY1236  NGVD 29 (??/??/92)  268.776  (m)          881.81   (f) ADJ UNCH    1 2
 AY1236
 AY1236.Superseded values are not recommended for survey control.
 AY1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1236.See file dsdata.txt to determine how the superseded data were derived.
 AY1236
 AY1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT721443(NAD 83)
 AY1236_MARKER: DB = BENCH MARK DISK
 AY1236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1236_SP_SET: CULVERT
 AY1236_STAMPING: B 1100 1957
 AY1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1236
 AY1236  HISTORY     - Date     Condition        Report By
 AY1236  HISTORY     - 1957     MONUMENTED       CGS
 AY1236  HISTORY     - 1969     MARK NOT FOUND   USGS
 AY1236  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1236  HISTORY     - 19970430 MARK NOT FOUND   USPSQD
 AY1236  HISTORY     - 20011113 MARK NOT FOUND   USPSQD
 AY1236
 AY1236                          STATION DESCRIPTION
 AY1236
 AY1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1236'0.5 MI NW FROM DHANIS.
 AY1236'ABOUT 0.5 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1236'STATION AT DHANIS, 83 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 AY1236'TRACK, 16 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 90, IN THE
 AY1236'TOP OF THE WEST WINGWALL OF A 19 CHANNEL CONCRETE CULVERT UNDER THE
 AY1236'HIGHWAY.
 AY1236
 AY1236                          STATION RECOVERY (1969)
 AY1236
 AY1236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AY1236'MARK NOT FOUND.
 AY1236
 AY1236                          STATION RECOVERY (1982)
 AY1236
 AY1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1236'MARK NOT RECOVERED, APPEARS NEW CULVERT BUILT, ROAD WIDENED.
 AY1236
 AY1236                          STATION RECOVERY (1997)
 AY1236
 AY1236'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1236'MARK NOT FOUND.
 AY1236
 AY1236                          STATION RECOVERY (2001)
 AY1236
 AY1236'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0489 ***********************************************************************
 CC0489  DESIGNATION -  B 1101
 CC0489  PID         -  CC0489
 CC0489  STATE/COUNTY-  TX/REEVES
 CC0489  USGS QUAD   -  ORLA SE (1961)
 CC0489
 CC0489                         *CURRENT SURVEY CONTROL
 CC0489  ___________________________________________________________________
 CC0489* NAD 83(1986)-  31 45 46.     (N)    103 47 06.     (W)     SCALED    
 CC0489* NAVD 88     -       834.547  (meters)    2738.01   (feet)  ADJUSTED  
 CC0489  ___________________________________________________________________
 CC0489  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CC0489  DYNAMIC HT  -         833.309 (meters)    2733.95  (feet)  COMP
 CC0489  MODELED GRAV-     979,130.2   (mgal)                       NAVD 88
 CC0489
 CC0489  VERT ORDER  -  FIRST     CLASS II
 CC0489
 CC0489.The horizontal coordinates were scaled from a topographic map and have
 CC0489.an estimated accuracy of +/- 6 seconds.
 CC0489
 CC0489.The orthometric height was determined by differential leveling
 CC0489.and adjusted by the National Geodetic Survey in June 1991..
 CC0489
 CC0489.The geoid height was determined by GEOID03.
 CC0489
 CC0489.The dynamic height is computed by dividing the NAVD 88
 CC0489.geopotential number by the normal gravity value computed on the
 CC0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0489.degrees latitude (g = 980.6199 gals.).
 CC0489
 CC0489.The modeled gravity was interpolated from observed gravity values.
 CC0489
 CC0489;                    North         East    Units  Estimated Accuracy
 CC0489;SPC TX C     - 3,237,450.      373,070.      MT  (+/- 180 meters Scaled)
 CC0489
 CC0489                          SUPERSEDED SURVEY CONTROL
 CC0489
 CC0489  NGVD 29 (??/??/92)  834.106  (m)         2736.56   (f) ADJ UNCH    1 2
 CC0489
 CC0489.Superseded values are not recommended for survey control.
 CC0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0489.See file dsdata.txt to determine how the superseded data were derived.
 CC0489
 CC0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR150147(NAD 83)
 CC0489_MARKER: DB = BENCH MARK DISK
 CC0489_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0489_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0489_STAMPING: B 1101 1957
 CC0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0489
 CC0489  HISTORY     - Date     Condition        Report By
 CC0489  HISTORY     - 1957     MONUMENTED       CGS
 CC0489
 CC0489                          STATION DESCRIPTION
 CC0489
 CC0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0489'9.2 MI SE FROM ORLA.
 CC0489'ABOUT 9.2 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0489'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, ABOUT 11.2 MILES
 CC0489'NORTHWEST OF THE SECTION FOREMANS HOUSE AT ARNO, 26 1/2 FEET WEST OF
 CC0489'THE 1ST POLE EAST OF MILEPOST 240, 29 FEET SOUTH OF THE SOUTH RAIL,
 CC0489'DIRECTLY IN LINE WITH A ROW OF POLES, 2 FEET EAST OF A WHITE WOODEN
 CC0489'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND BRAZED ON THE TOP OF A
 CC0489'3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0114 ***********************************************************************
 BP0114  DESIGNATION -  B 1102
 BP0114  PID         -  BP0114
 BP0114  STATE/COUNTY-  TX/BREWSTER
 BP0114  USGS QUAD   -  TESNUS (1968)
 BP0114
 BP0114                         *CURRENT SURVEY CONTROL
 BP0114  ___________________________________________________________________
 BP0114* NAD 83(1986)-  30 06 53.     (N)    102 54 54.     (W)     SCALED    
 BP0114* NAVD 88     -      1146.631  (meters)    3761.91   (feet)  ADJUSTED  
 BP0114  ___________________________________________________________________
 BP0114  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 BP0114  DYNAMIC HT  -        1144.788 (meters)    3755.86  (feet)  COMP
 BP0114  MODELED GRAV-     978,994.5   (mgal)                       NAVD 88
 BP0114
 BP0114  VERT ORDER  -  FIRST     CLASS II
 BP0114
 BP0114.The horizontal coordinates were scaled from a topographic map and have
 BP0114.an estimated accuracy of +/- 6 seconds.
 BP0114
 BP0114.The orthometric height was determined by differential leveling
 BP0114.and adjusted by the National Geodetic Survey in June 1991..
 BP0114
 BP0114.The geoid height was determined by GEOID03.
 BP0114
 BP0114.The dynamic height is computed by dividing the NAVD 88
 BP0114.geopotential number by the normal gravity value computed on the
 BP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0114.degrees latitude (g = 980.6199 gals.).
 BP0114
 BP0114.The modeled gravity was interpolated from observed gravity values.
 BP0114
 BP0114;                    North         East    Units  Estimated Accuracy
 BP0114;SPC TXSC     - 4,259,160.      222,780.      MT  (+/- 180 meters Scaled)
 BP0114
 BP0114                          SUPERSEDED SURVEY CONTROL
 BP0114
 BP0114  NGVD 29 (??/??/92) 1146.293  (m)         3760.80   (f) ADJ UNCH    1 2
 BP0114
 BP0114.Superseded values are not recommended for survey control.
 BP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0114.See file dsdata.txt to determine how the superseded data were derived.
 BP0114
 BP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP008333(NAD 83)
 BP0114_MARKER: DB = BENCH MARK DISK
 BP0114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0114_SP_SET: 16 FEET
 BP0114_STAMPING: B 1102 1957
 BP0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0114
 BP0114  HISTORY     - Date     Condition        Report By
 BP0114  HISTORY     - 1957     MONUMENTED       CGS
 BP0114
 BP0114                          STATION DESCRIPTION
 BP0114
 BP0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0114'20.85 MI W FROM LONGFELLOW.
 BP0114'ABOUT 20.85 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0114'THE SECTION FOREMANS HOUSE AT LONGFELLOW, 105 FEET NORTHWEST OF AND
 BP0114'ACROSS THE TRACK FROM MILEPOST 553, 51 FEET NORTHWEST OF THE NORTHWEST
 BP0114'RAIL, 3 1/2 FEET NORTHWEST OF THE NORTHWEST RIGHT OF WAY FENCE, 2 FEET
 BP0114'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 BP0114'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A
 BP0114'DEPTH OF 16 FEET AND IS ENCASED IN AN 8-INCH TILE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0271 ***********************************************************************
 BP0271  DESIGNATION -  B 1103
 BP0271  PID         -  BP0271
 BP0271  STATE/COUNTY-  TX/BREWSTER
 BP0271  USGS QUAD   -  ALTUDA (1983)
 BP0271
 BP0271                         *CURRENT SURVEY CONTROL
 BP0271  ___________________________________________________________________
 BP0271* NAD 83(1986)-  30 15 59.     (N)    103 25 28.     (W)     SCALED    
 BP0271* NAVD 88     -      1366.367  (meters)    4482.82   (feet)  ADJUSTED  
 BP0271  ___________________________________________________________________
 BP0271  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 BP0271  DYNAMIC HT  -        1364.120 (meters)    4475.45  (feet)  COMP
 BP0271  MODELED GRAV-     978,949.3   (mgal)                       NAVD 88
 BP0271
 BP0271  VERT ORDER  -  FIRST     CLASS II
 BP0271
 BP0271.The horizontal coordinates were scaled from a topographic map and have
 BP0271.an estimated accuracy of +/- 6 seconds.
 BP0271
 BP0271.The orthometric height was determined by differential leveling
 BP0271.and adjusted by the National Geodetic Survey in June 1991..
 BP0271
 BP0271.The geoid height was determined by GEOID03.
 BP0271
 BP0271.The dynamic height is computed by dividing the NAVD 88
 BP0271.geopotential number by the normal gravity value computed on the
 BP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0271.degrees latitude (g = 980.6199 gals.).
 BP0271
 BP0271.The modeled gravity was interpolated from observed gravity values.
 BP0271
 BP0271;                    North         East    Units  Estimated Accuracy
 BP0271;SPC TXSC     - 4,277,710.      174,350.      MT  (+/- 180 meters Scaled)
 BP0271
 BP0271                          SUPERSEDED SURVEY CONTROL
 BP0271
 BP0271  NGVD 29 (??/??/92) 1365.908  (m)         4481.32   (f) ADJ UNCH    1 2
 BP0271
 BP0271.Superseded values are not recommended for survey control.
 BP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0271.See file dsdata.txt to determine how the superseded data were derived.
 BP0271
 BP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP515493(NAD 83)
 BP0271_MARKER: DB = BENCH MARK DISK
 BP0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0271_STAMPING: B 1103 1957
 BP0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0271+STABILITY: SURFACE MOTION
 BP0271
 BP0271  HISTORY     - Date     Condition        Report By
 BP0271  HISTORY     - 1957     MONUMENTED       CGS
 BP0271
 BP0271                          STATION DESCRIPTION
 BP0271
 BP0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0271'12.0 MI NW FROM MARATHON.
 BP0271'ABOUT 12.0 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0271'FROM THE STATION AT MARATHON, 88 FEET NORTHEAST OF AND ACROSS THE
 BP0271'TRACK FROM MILEPOST 588, 40 FEET NORTHEAST OF THE NORTHEAST RAIL, 15
 BP0271'1/2 FEET EAST OF A POWER POLE, 6 FEET SOUTHWEST OF THE NORTHEAST RIGHT
 BP0271'OF WAY FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 BP0271'FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0271'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0341 ***********************************************************************
 BP0341  DESIGNATION -  B 1104
 BP0341  PID         -  BP0341
 BP0341  STATE/COUNTY-  TX/PRESIDIO
 BP0341  USGS QUAD   -  PAISANO (1972)
 BP0341
 BP0341                         *CURRENT SURVEY CONTROL
 BP0341  ___________________________________________________________________
 BP0341* NAD 83(1986)-  30 16 28.     (N)    103 49 20.     (W)     SCALED    
 BP0341* NAVD 88     -      1537.408  (meters)    5043.98   (feet)  ADJUSTED  
 BP0341  ___________________________________________________________________
 BP0341  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 BP0341  DYNAMIC HT  -        1534.852 (meters)    5035.59  (feet)  COMP
 BP0341  MODELED GRAV-     978,924.8   (mgal)                       NAVD 88
 BP0341
 BP0341  VERT ORDER  -  FIRST     CLASS II
 BP0341
 BP0341.The horizontal coordinates were scaled from a topographic map and have
 BP0341.an estimated accuracy of +/- 6 seconds.
 BP0341
 BP0341.The orthometric height was determined by differential leveling
 BP0341.and adjusted by the National Geodetic Survey in June 1991..
 BP0341
 BP0341.The geoid height was determined by GEOID03.
 BP0341
 BP0341.The dynamic height is computed by dividing the NAVD 88
 BP0341.geopotential number by the normal gravity value computed on the
 BP0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0341.degrees latitude (g = 980.6199 gals.).
 BP0341
 BP0341.The modeled gravity was interpolated from observed gravity values.
 BP0341
 BP0341;                    North         East    Units  Estimated Accuracy
 BP0341;SPC TXSC     - 4,280,120.      136,140.      MT  (+/- 180 meters Scaled)
 BP0341
 BP0341                          SUPERSEDED SURVEY CONTROL
 BP0341
 BP0341  NGVD 29 (??/??/92) 1536.857  (m)         5042.17   (f) ADJ UNCH    1 2
 BP0341
 BP0341.Superseded values are not recommended for survey control.
 BP0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0341.See file dsdata.txt to determine how the superseded data were derived.
 BP0341
 BP0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP132497(NAD 83)
 BP0341_MARKER: DB = BENCH MARK DISK
 BP0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0341_SP_SET: FOUNDATION
 BP0341_STAMPING: B 1104 1957
 BP0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0341
 BP0341  HISTORY     - Date     Condition        Report By
 BP0341  HISTORY     - 1957     MONUMENTED       CGS
 BP0341  HISTORY     - 1981     GOOD             NGS
 BP0341
 BP0341                          STATION DESCRIPTION
 BP0341
 BP0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0341'12.7 MI E FROM MARFA.
 BP0341'ABOUT 12.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0341'THE STATION AT MARFA, ABOUT 12.8 MILES SOUTHWEST OF THE STATION AT
 BP0341'ALPINE, 48 FEET WEST OF THE 1ST POLE SOUTHWEST OF MILEPOST 620, IN THE
 BP0341'TOP OF THE SOUTHEAST SIDE OF THE CONCRETE FOUNDATION OF A SIGNAL
 BP0341'BLOCK, 9 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT LEVEL
 BP0341'WITH THE TRACK.
 BP0341
 BP0341                          STATION RECOVERY (1981)
 BP0341
 BP0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0341'18.1 KM (11.25 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BP0341'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, THENCE 1.3 KM (0.8 MI)
 BP0341'NORTHEAST ALONG A GRAVELED ROAD AND THE SOUTHERN PACIFIC RAILROAD, 1
 BP0341'POLE SOUTHWEST OF MILEPOST 620, IN THE TOP CENTER OF THE SOUTHEAST
 BP0341'END OF THE BASE OF A ABANDONED SEMAPHORE 14.6 M. (48.0 FT) W OF THE
 BP0341'UTILITY POLE, AND 2.9 M. (9.5 FT) SE OF THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0126 ***********************************************************************
 BQ0126  SACS        -  This is a Secondary Airport Control Station.
 BQ0126  DESIGNATION -  B 1105
 BQ0126  PID         -  BQ0126
 BQ0126  STATE/COUNTY-  TX/PRESIDIO
 BQ0126  USGS QUAD   -  MARFA (1983)
 BQ0126
 BQ0126                         *CURRENT SURVEY CONTROL
 BQ0126  ___________________________________________________________________
 BQ0126* NAD 83(1993)-  30 22 01.85660(N)    104 00 32.56280(W)     ADJUSTED  
 BQ0126* NAVD 88     -      1473.097  (meters)    4832.99   (feet)  ADJUSTED  
 BQ0126  ___________________________________________________________________
 BQ0126  X           -  -1,333,602.273 (meters)                     COMP
 BQ0126  Y           -  -5,345,191.578 (meters)                     COMP
 BQ0126  Z           -   3,206,293.016 (meters)                     COMP
 BQ0126  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 BQ0126  ELLIP HEIGHT-        1451.64  (meters)          (10/24/00) GPS OBS
 BQ0126  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 BQ0126  DYNAMIC HT  -        1470.640 (meters)    4824.92  (feet)  COMP
 BQ0126  MODELED GRAV-     978,921.4   (mgal)                       NAVD 88
 BQ0126
 BQ0126  HORZ ORDER  -  B
 BQ0126  VERT ORDER  -  FIRST     CLASS II
 BQ0126  ELLP ORDER  -  FOURTH    CLASS II
 BQ0126
 BQ0126.This mark is at Marfa Muni (MRF) Airport (MRF)
 BQ0126
 BQ0126.The horizontal coordinates were established by GPS observations
 BQ0126.and adjusted by the National Geodetic Survey in August 1996..
 BQ0126
 BQ0126.The orthometric height was determined by differential leveling
 BQ0126.and adjusted by the National Geodetic Survey in June 1991..
 BQ0126
 BQ0126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BQ0126
 BQ0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0126
 BQ0126.The ellipsoidal height was determined by GPS observations
 BQ0126.and is referenced to NAD 83.
 BQ0126
 BQ0126.The geoid height was determined by GEOID03.
 BQ0126
 BQ0126.The dynamic height is computed by dividing the NAVD 88
 BQ0126.geopotential number by the normal gravity value computed on the
 BQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0126.degrees latitude (g = 980.6199 gals.).
 BQ0126
 BQ0126.The modeled gravity was interpolated from observed gravity values.
 BQ0126
 BQ0126;                    North         East     Units Scale Factor Converg.
 BQ0126;SPC TXSC     - 4,291,142.584   118,620.018   MT  1.00002530   -2 27 14.4
 BQ0126;SPC TXSC     -14,078,523.63    389,172.51   sFT  1.00002530   -2 27 14.4
 BQ0126;UTM  13      - 3,359,889.596   595,223.826   MT  0.99971186   +0 30 03.6
 BQ0126
 BQ0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0126!SPC TXSC     -   0.99977208  x   1.00002530  =   0.99979737
 BQ0126!UTM  13      -   0.99977208  x   0.99971186  =   0.99948401
 BQ0126
 BQ0126:                Primary Azimuth Mark                     Grid Az
 BQ0126:SPC TXSC     -  MARFAPORT                                326 05 52.8
 BQ0126:UTM  13      -  MARFAPORT                                323 08 34.8
 BQ0126
 BQ0126|---------------------------------------------------------------------|
 BQ0126| PID    Reference Object                     Distance      Geod. Az  |
 BQ0126|                                                           dddmmss.s |
 BQ0126| BQ0485 MARFAPORT                           APPROX. 0.5 KM 3233838.4 |
 BQ0126|---------------------------------------------------------------------|
 BQ0126
 BQ0126                          SUPERSEDED SURVEY CONTROL
 BQ0126
 BQ0126  ELLIP H (08/15/96) 1451.69   (m)                       GP(       ) 2 2
 BQ0126  NAD 83(1993)-  30 22 01.85771(N)    104 00 32.56271(W) AD(       ) 3
 BQ0126  ELLIP H (02/16/96) 1451.84   (m)                       GP(       ) 5 1
 BQ0126  ELLIP H (12/21/93) 1451.79   (m)                       GP(       ) 4 1
 BQ0126  NAD 83(1986)-  30 22 01.85568(N)    104 00 32.56663(W) AD(       ) 3
 BQ0126  NAVD 88 (08/15/96) 1473.10   (m)         4833.0    (f) LEVELING    3  
 BQ0126  NGVD 29 (??/??/92) 1472.509  (m)         4831.06   (f) ADJ UNCH    1 2
 BQ0126
 BQ0126.Superseded values are not recommended for survey control.
 BQ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0126.See file dsdata.txt to determine how the superseded data were derived.
 BQ0126
 BQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9522459890(NAD 83)
 BQ0126_MARKER: DB = BENCH MARK DISK
 BQ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0126_SP_SET: CONCRETE POST
 BQ0126_STAMPING: B 1105 1957
 BQ0126_MARK LOGO: CGS   
 BQ0126_PROJECTION: PROJECTING 5 CENTIMETERS
 BQ0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0126+STABILITY: SURFACE MOTION
 BQ0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BQ0126+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1995
 BQ0126
 BQ0126  HISTORY     - Date     Condition        Report By
 BQ0126  HISTORY     - 1957     MONUMENTED       CGS
 BQ0126  HISTORY     - 1981     GOOD             NGS
 BQ0126  HISTORY     - 19890210 GOOD             NGS
 BQ0126  HISTORY     - 1990     GOOD             USPSQD
 BQ0126  HISTORY     - 19950712 GOOD             NGS
 BQ0126  HISTORY     - 19961009 GOOD             USPSQD
 BQ0126
 BQ0126                          STATION DESCRIPTION
 BQ0126
 BQ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0126'4.1 MI N FROM MARFA.
 BQ0126'ABOUT 4.1 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE TEXAS AND NEW
 BQ0126'ORLEANS RAILROAD STATION AT MARFA, 62 1/2 FEET WEST OF THE CENTER LINE
 BQ0126'OF THE HIGHWAY, AT THE EAST AND MAIN ENTRANCE TO THE MARFA AIRPORT, 41
 BQ0126'FEET SOUTH OF THE CENTER OF THE AIRPORT ENTRANCE, 0.1 MILE EAST OF THE
 BQ0126'MOST EASTERLY HANGER, 131 FEET NORTH OF A TEE-FENCE, 2 1/2 FEET WEST
 BQ0126'OF A FENCE, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN
 BQ0126'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BQ0126
 BQ0126                          STATION RECOVERY (1981)
 BQ0126
 BQ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0126'6.8 KM (4.2 MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 BQ0126'WITH U.S. HIGHWAYS 67 AND 90 IN MARFA, AT THE ENTRANCE ROAD TO THE
 BQ0126'MARFA AIRPORT, 39.9 METERS (131.0 FT) NORTH OF A T-FENCE CORNER, 19.1
 BQ0126'METERS (62.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 12.5 METERS
 BQ0126'(41.0 FT) SOUTH OF THE CENTER OF THE ROAD, AND 0.8 METER (2.5 FT) WEST
 BQ0126'OF A FENCE.
 BQ0126'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 BQ0126'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0126
 BQ0126                          STATION RECOVERY (1989)
 BQ0126
 BQ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 BQ0126'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTH OF MARFA, AT THE
 BQ0126'MARFA MUNICIPAL AIRPORT.  OWNERSHIP--PRESIDIO COUNTY, BOX 787, MARFA,
 BQ0126'TEXAS 79843.  THE AIRPORT MANAGER IS JOE W. MOORE, TELEPHONE
 BQ0126'915-729-3102.
 BQ0126'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67, 90 AND
 BQ0126'STATE HIGHWAY 17 IN MARFA, GO NORTHWEST ON STATE HIGHWAY 17 (INCLUDES
 BQ0126'RIGHT AND LEFT TURNS AROUND COURTHOUSE) FOR 6.81 KM (4.25 MI) TO THE
 BQ0126'AIRPORT ENTRANCE ON THE LEFT AND THE AZIMUTH MARK INSIDE THE FENCE.
 BQ0126'THE STATION IS 19.1 M (62.7 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 BQ0126'14.4 M (47.2 FT) SOUTHWEST OF A SOUTHWESTERN MOST 25 CM PIPE GATEPOST,
 BQ0126'13.3 M (43.6 FT) SOUTHWEST OF THE CENTER OF THE AIRPORT ENTRANCE ROAD,
 BQ0126'0.9 M (3.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND 0.5 M
 BQ0126'(1.6 FT) NORTHEAST OF A WITNESS POST.
 BQ0126'DESCRIBED BY R.D.B.
 BQ0126
 BQ0126                          STATION RECOVERY (1990)
 BQ0126
 BQ0126'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0126'RECOVERED IN GOOD CONDITION.
 BQ0126
 BQ0126                          STATION RECOVERY (1995)
 BQ0126
 BQ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RDB)
 BQ0126'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTH OF MARFA, AT THE
 BQ0126'MARFA MUNICIPAL AIRPORT.  OWNERSHIP--PRESIDIO COUNTY, BOX 787, MARFA,
 BQ0126'TEXAS 79843.  THE AIRPORT MANAGER IS JOE W.  MOORE, TELEPHONE
 BQ0126'915-729-3102.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BQ0126'67, 90 AND STATE HIGHWAY 17 IN MARFA, GO NORTHWEST ON STATE HIGHWAY 17
 BQ0126'(INCLUDES RIGHT AND LEFT TURNS AROUND COURTHOUSE) FOR 6.81 KM (4.25
 BQ0126'MI) TO THE AIRPORT ENTRANCE ON THE LEFT AND THE AZIMUTH MARK INSIDE
 BQ0126'THE FENCE.  THE STATION IS 19.1 M (62.7 FT) NORTHWEST OF THE HIGHWAY
 BQ0126'CENTERLINE, 14.4 M (47.2 FT) SOUTHWEST OF A SOUTHWESTERN MOST 25 CM
 BQ0126'PIPE GATEPOST, 13.3 M (43.6 FT) SOUTHWEST OF THE CENTER OF THE AIRPORT
 BQ0126'ENTRANCE ROAD, 0.9 M (3.0 FT) NORTHWEST OF A WITNESS POST AND FENCE,
 BQ0126'AND 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST.  DESCRIBED BY R.D.B.
 BQ0126
 BQ0126                          STATION RECOVERY (1996)
 BQ0126
 BQ0126'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0069 ***********************************************************************
 BP0069  DESIGNATION -  B 1107
 BP0069  PID         -  BP0069
 BP0069  STATE/COUNTY-  TX/TERRELL
 BP0069  USGS QUAD   -  MOFETA (1969)
 BP0069
 BP0069                         *CURRENT SURVEY CONTROL
 BP0069  ___________________________________________________________________
 BP0069* NAD 83(1986)-  30 03 11.     (N)    102 11 31.     (W)     SCALED    
 BP0069* NAVD 88     -       690.425  (meters)    2265.17   (feet)  ADJUSTED  
 BP0069  ___________________________________________________________________
 BP0069  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 BP0069  DYNAMIC HT  -         689.379 (meters)    2261.74  (feet)  COMP
 BP0069  MODELED GRAV-     979,104.6   (mgal)                       NAVD 88
 BP0069
 BP0069  VERT ORDER  -  FIRST     CLASS II
 BP0069
 BP0069.The horizontal coordinates were scaled from a topographic map and have
 BP0069.an estimated accuracy of +/- 6 seconds.
 BP0069
 BP0069.The orthometric height was determined by differential leveling
 BP0069.and adjusted by the National Geodetic Survey in June 1991..
 BP0069.WARNING-Repeat measurements at this control monument indicate possible
 BP0069.vertical movement.
 BP0069
 BP0069.The geoid height was determined by GEOID03.
 BP0069
 BP0069.The dynamic height is computed by dividing the NAVD 88
 BP0069.geopotential number by the normal gravity value computed on the
 BP0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0069.degrees latitude (g = 980.6199 gals.).
 BP0069
 BP0069.The modeled gravity was interpolated from observed gravity values.
 BP0069
 BP0069;                    North         East    Units  Estimated Accuracy
 BP0069;SPC TXSC     - 4,250,210.      292,240.      MT  (+/- 180 meters Scaled)
 BP0069
 BP0069                          SUPERSEDED SURVEY CONTROL
 BP0069
 BP0069  NGVD 29 (??/??/92)  690.208  (m)         2264.46   (f) ADJ UNCH    1 2
 BP0069
 BP0069.Superseded values are not recommended for survey control.
 BP0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0069.See file dsdata.txt to determine how the superseded data were derived.
 BP0069
 BP0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP707279(NAD 83)
 BP0069_MARKER: DB = BENCH MARK DISK
 BP0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0069_SP_SET: CULVERT
 BP0069_STAMPING: B 1107 1957
 BP0069_MARK LOGO: CGS   
 BP0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0069
 BP0069  HISTORY     - Date     Condition        Report By
 BP0069  HISTORY     - 1957     MONUMENTED       CGS
 BP0069  HISTORY     - 1958     GOOD             NGS
 BP0069  HISTORY     - 1981     GOOD             NGS
 BP0069
 BP0069                          STATION DESCRIPTION
 BP0069
 BP0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0069'4.7 MI W FROM DRYDEN.
 BP0069'ABOUT 4.7 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0069'STATION AT DRYDEN, 4 POLES EAST OF MILEPOST 490, IN THE TOP OF THE
 BP0069'WEST END OF THE NORTH CONCRETE HEAD WALL OF A 3-CHANNEL, U. S. HIGHWAY
 BP0069'90 CULVERT, 126 FEET SOUTH OF THE SOUTH RAIL, 77 FEET SOUTH OF A
 BP0069'TELEPHONE POLE, 22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 BP0069'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BP0069
 BP0069                          STATION RECOVERY (1981)
 BP0069
 BP0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0069'7.6 KM (4.7 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BP0069'DRYDEN, 0.2 KM (0.1 MI) EAST OF RAILROAD MILEPOST 490, IN TOP OF
 BP0069'AND 0.5 METERS (1.6 FT) EAST OF THE WEST END OF THE NORTH HEADWALL OF
 BP0069'A THREE CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY AND 6.7 METERS
 BP0069'(22.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 BP0069'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0581 ***********************************************************************
 CD0581  DESIGNATION -  B 1108
 CD0581  PID         -  CD0581
 CD0581  STATE/COUNTY-  TX/HUDSPETH
 CD0581  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0581
 CD0581                         *CURRENT SURVEY CONTROL
 CD0581  ___________________________________________________________________
 CD0581* NAD 83(1986)-  31 08 03.     (N)    105 16 08.     (W)     SCALED    
 CD0581* NAVD 88     -      1327.079  (meters)    4353.93   (feet)  ADJUSTED  
 CD0581  ___________________________________________________________________
 CD0581  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CD0581  DYNAMIC HT  -        1324.960 (meters)    4346.97  (feet)  COMP
 CD0581  MODELED GRAV-     978,997.8   (mgal)                       NAVD 88
 CD0581
 CD0581  VERT ORDER  -  FIRST     CLASS II
 CD0581
 CD0581.The horizontal coordinates were scaled from a topographic map and have
 CD0581.an estimated accuracy of +/- 6 seconds.
 CD0581
 CD0581.The orthometric height was determined by differential leveling
 CD0581.and adjusted by the National Geodetic Survey in June 1991..
 CD0581
 CD0581.The geoid height was determined by GEOID03.
 CD0581
 CD0581.The dynamic height is computed by dividing the NAVD 88
 CD0581.geopotential number by the normal gravity value computed on the
 CD0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0581.degrees latitude (g = 980.6199 gals.).
 CD0581
 CD0581.The modeled gravity was interpolated from observed gravity values.
 CD0581
 CD0581;                    North         East    Units  Estimated Accuracy
 CD0581;SPC TX C     - 3,173,120.      229,500.      MT  (+/- 180 meters Scaled)
 CD0581
 CD0581                          SUPERSEDED SURVEY CONTROL
 CD0581
 CD0581  NGVD 29 (??/??/92) 1326.499  (m)         4352.02   (f) ADJ UNCH    1 2
 CD0581
 CD0581.Superseded values are not recommended for survey control.
 CD0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0581.See file dsdata.txt to determine how the superseded data were derived.
 CD0581
 CD0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ743445(NAD 83)
 CD0581_MARKER: DB = BENCH MARK DISK
 CD0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0581_STAMPING: B 1108 1957
 CD0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0581+STABILITY: SURFACE MOTION
 CD0581
 CD0581  HISTORY     - Date     Condition        Report By
 CD0581  HISTORY     - 1957     MONUMENTED       CGS
 CD0581
 CD0581                          STATION DESCRIPTION
 CD0581
 CD0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0581'5.95 MI SE FROM SIERRA BLANCA.
 CD0581'ABOUT 5.95 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0581'FROM THE STATION AT SIERRA BLANCA, 48 FEET SOUTH-SOUTHWEST OF MILEPOST
 CD0581'731, 90 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 4 1/2 RAILS
 CD0581'EAST-SOUTHEAST OF A WOODEN TRESTLE, 6 1/2 FEET NORTH OF A FENCE, 2
 CD0581'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 CD0581'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0577 ***********************************************************************
 CD0577  DESIGNATION -  B 1109
 CD0577  PID         -  CD0577
 CD0577  STATE/COUNTY-  TX/HUDSPETH
 CD0577  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0577
 CD0577                         *CURRENT SURVEY CONTROL
 CD0577  ___________________________________________________________________
 CD0577* NAD 83(1986)-  31 09 46.     (N)    105 19 43.     (W)     SCALED    
 CD0577* NAVD 88     -      1353.843  (meters)    4441.73   (feet)  ADJUSTED  
 CD0577  ___________________________________________________________________
 CD0577  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CD0577  DYNAMIC HT  -        1351.674 (meters)    4434.62  (feet)  COMP
 CD0577  MODELED GRAV-     978,991.7   (mgal)                       NAVD 88
 CD0577
 CD0577  VERT ORDER  -  FIRST     CLASS II
 CD0577
 CD0577.The horizontal coordinates were scaled from a topographic map and have
 CD0577.an estimated accuracy of +/- 6 seconds.
 CD0577
 CD0577.The orthometric height was determined by differential leveling
 CD0577.and adjusted by the National Geodetic Survey in June 1991..
 CD0577.WARNING-Repeat measurements at this control monument indicate possible
 CD0577.vertical movement.
 CD0577
 CD0577.The geoid height was determined by GEOID03.
 CD0577
 CD0577.The dynamic height is computed by dividing the NAVD 88
 CD0577.geopotential number by the normal gravity value computed on the
 CD0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0577.degrees latitude (g = 980.6199 gals.).
 CD0577
 CD0577.The modeled gravity was interpolated from observed gravity values.
 CD0577
 CD0577;                    North         East    Units  Estimated Accuracy
 CD0577;SPC TX C     - 3,176,540.      223,960.      MT  (+/- 180 meters Scaled)
 CD0577
 CD0577                          SUPERSEDED SURVEY CONTROL
 CD0577
 CD0577  NGVD 29 (??/??/92) 1353.251  (m)         4439.79   (f) ADJ UNCH    1 2
 CD0577
 CD0577.Superseded values are not recommended for survey control.
 CD0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0577.See file dsdata.txt to determine how the superseded data were derived.
 CD0577
 CD0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ686476(NAD 83)
 CD0577_MARKER: DB = BENCH MARK DISK
 CD0577_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0577_SP_SET: 24 FT.
 CD0577_STAMPING: B 1109 1957
 CD0577_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0577_ROD/PIPE-DEPTH: 7.3  meters
 CD0577
 CD0577  HISTORY     - Date     Condition        Report By
 CD0577  HISTORY     - 1957     MONUMENTED       CGS
 CD0577  HISTORY     - 1981     GOOD             NGS
 CD0577
 CD0577                          STATION DESCRIPTION
 CD0577
 CD0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0577'1.95 MI SE FROM SIERRA BLANCA.
 CD0577'ABOUT 1.95 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0577'FROM THE STATION AT SIERRA BLANCA, 53 FEET SOUTHWEST OF MILEPOST 735,
 CD0577'93 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 4 FEET NORTH OF A FENCE, 2
 CD0577'1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE
 CD0577'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 CD0577'WHICH IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A 6-INCH TILE
 CD0577'PROJECTING 4 INCHES.
 CD0577
 CD0577                          STATION RECOVERY (1981)
 CD0577
 CD0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0577'3.2 KM (2.0 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0577'FROM THE RAILROAD STATION IN SIERRA BLANCA, 28.3 METERS (93.0 FT)
 CD0577'SOUTH-SOUTHWEST OF THE NEAR RAIL, 16.2 METERS (53.0 FT) SOUTHWEST OF
 CD0577'MILEPOST 735 AND 1.2 METERS (4.0 FT) NORTH OF A FENCE.
 CD0577'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CD0577'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0221 ***********************************************************************
 CB0221  DESIGNATION -  B 111
 CB0221  PID         -  CB0221
 CB0221  STATE/COUNTY-  TX/STERLING
 CB0221  USGS QUAD   -  STERLING CITY (1972)
 CB0221
 CB0221                         *CURRENT SURVEY CONTROL
 CB0221  ___________________________________________________________________
 CB0221* NAD 83(1986)-  31 47 03.     (N)    100 53 49.     (W)     SCALED    
 CB0221* NAVD 88     -       674.183  (meters)    2211.88   (feet)  ADJUSTED  
 CB0221  ___________________________________________________________________
 CB0221  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CB0221  DYNAMIC HT  -         673.261 (meters)    2208.86  (feet)  COMP
 CB0221  MODELED GRAV-     979,249.4   (mgal)                       NAVD 88
 CB0221
 CB0221  VERT ORDER  -  FIRST     CLASS II
 CB0221
 CB0221.The horizontal coordinates were scaled from a topographic map and have
 CB0221.an estimated accuracy of +/- 6 seconds.
 CB0221
 CB0221.The orthometric height was determined by differential leveling
 CB0221.and adjusted by the National Geodetic Survey in June 1991..
 CB0221
 CB0221.The geoid height was determined by GEOID03.
 CB0221
 CB0221.The dynamic height is computed by dividing the NAVD 88
 CB0221.geopotential number by the normal gravity value computed on the
 CB0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0221.degrees latitude (g = 980.6199 gals.).
 CB0221
 CB0221.The modeled gravity was interpolated from observed gravity values.
 CB0221
 CB0221;                    North         East    Units  Estimated Accuracy
 CB0221;SPC TX C     - 3,234,880.      646,620.      MT  (+/- 180 meters Scaled)
 CB0221
 CB0221                          SUPERSEDED SURVEY CONTROL
 CB0221
 CB0221  NGVD 29 (??/??/92)  673.976  (m)         2211.20   (f) ADJ UNCH    1 2
 CB0221
 CB0221.Superseded values are not recommended for survey control.
 CB0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0221.See file dsdata.txt to determine how the superseded data were derived.
 CB0221
 CB0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA203180(NAD 83)
 CB0221_MARKER: DB = BENCH MARK DISK
 CB0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0221_SP_SET: ABUTMENT
 CB0221_STAMPING: B 111 1933
 CB0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0221
 CB0221  HISTORY     - Date     Condition        Report By
 CB0221  HISTORY     - 1933     MONUMENTED       CGS
 CB0221  HISTORY     - 1971     GOOD             USGS
 CB0221
 CB0221                          STATION DESCRIPTION
 CB0221
 CB0221'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0221'6.9 MI SE FROM STERLING CITY.
 CB0221'6.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM STERLINE CITY, AT AN
 CB0221'OLD CONCRETE HIGHWAY BRIDGE AND IN THE TOP OF THE SOUTH END OF THE
 CB0221'WEST CONCRETE ABUTMENT, 159 FEET NORTH OF THE CENTERLINE OF THE NORTH
 CB0221'LANE OF THE HIGHWAY.  A STANDARD DISK STAMPED 3 111 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0254 ***********************************************************************
 BQ0254  DESIGNATION -  B 1110
 BQ0254  PID         -  BQ0254
 BQ0254  STATE/COUNTY-  TX/CULBERSON
 BQ0254  USGS QUAD   -  CHISPA MOUNTAIN (1972)
 BQ0254
 BQ0254                         *CURRENT SURVEY CONTROL
 BQ0254  ___________________________________________________________________
 BQ0254* NAD 83(1986)-  30 48 07.     (N)    104 44 38.     (W)     SCALED    
 BQ0254* NAVD 88     -      1235.116  (meters)    4052.21   (feet)  ADJUSTED  
 BQ0254  ___________________________________________________________________
 BQ0254  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 BQ0254  DYNAMIC HT  -        1233.146 (meters)    4045.75  (feet)  COMP
 BQ0254  MODELED GRAV-     979,003.3   (mgal)                       NAVD 88
 BQ0254
 BQ0254  VERT ORDER  -  FIRST     CLASS II
 BQ0254
 BQ0254.The horizontal coordinates were scaled from a topographic map and have
 BQ0254.an estimated accuracy of +/- 6 seconds.
 BQ0254
 BQ0254.The orthometric height was determined by differential leveling
 BQ0254.and adjusted by the National Geodetic Survey in June 1991..
 BQ0254.WARNING-Repeat measurements at this control monument indicate possible
 BQ0254.vertical movement.
 BQ0254
 BQ0254.The geoid height was determined by GEOID03.
 BQ0254
 BQ0254.The dynamic height is computed by dividing the NAVD 88
 BQ0254.geopotential number by the normal gravity value computed on the
 BQ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0254.degrees latitude (g = 980.6199 gals.).
 BQ0254
 BQ0254.The modeled gravity was interpolated from observed gravity values.
 BQ0254
 BQ0254;                    North         East    Units  Estimated Accuracy
 BQ0254;SPC TX C     - 3,134,220.      278,060.      MT  (+/- 180 meters Scaled)
 BQ0254
 BQ0254                          SUPERSEDED SURVEY CONTROL
 BQ0254
 BQ0254  NGVD 29 (??/??/92) 1234.596  (m)         4050.50   (f) ADJ UNCH    1 2
 BQ0254
 BQ0254.Superseded values are not recommended for survey control.
 BQ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0254.See file dsdata.txt to determine how the superseded data were derived.
 BQ0254
 BQ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ245076(NAD 83)
 BQ0254_MARKER: DB = BENCH MARK DISK
 BQ0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0254_SP_SET: CULVERT
 BQ0254_STAMPING: B 1110 1957
 BQ0254_MARK LOGO: CGS   
 BQ0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0254
 BQ0254  HISTORY     - Date     Condition        Report By
 BQ0254  HISTORY     - 1957     MONUMENTED       CGS
 BQ0254  HISTORY     - 1981     GOOD             NGS
 BQ0254
 BQ0254                          STATION DESCRIPTION
 BQ0254
 BQ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0254'6.55 MI SE FROM LOBO.
 BQ0254'ABOUT 6.55 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0254'FROM THE COUNTY ROAD CROSSING AT LOBO, 1 1/2 POLES NORTH-NORTHWEST OF
 BQ0254'MILEPOST 689, IN THE TOP AND CENTER OF THE EAST-NORTHEAST CONCRETE
 BQ0254'HEAD WALL OF A 2X2-FOOT CULVERT, 10 FEET EAST-NORTHEAST OF THE NEAR
 BQ0254'RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 BQ0254
 BQ0254                          STATION RECOVERY (1981)
 BQ0254
 BQ0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0254'27.5 KM (17.1 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0254'JUNCTION WITH INTERSTATE HIGHWAY 10 IN VAN HORN, IN THE TOP CENTER OF
 BQ0254'THE NORTHEAST HEADWALL OF A 2X4 FOOT BOX CULVERT UNDER THE SOUTHERN
 BQ0254'PACIFIC RAILROAD, 0.6 KM (0.4 MI) NORTHWEST OF THE JUNCTION OF FARM
 BQ0254'ROAD 1523 LEADING WEST, 213.4 METERS (700.0 FT) EAST-NORTHEAST OF THE
 BQ0254'CENTERLINE OF THE HIGHWAY, 80.5 METERS (264.0 FT) NORTH OF RAILROAD
 BQ0254'MILE POST 689, AND 3.1 METERS (10.0 FT) EAST-NORTHEAST OF THE NEAR
 BQ0254'RAIL.
 BQ0254'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0369 ***********************************************************************
 AZ0369  DESIGNATION -  B 1111
 AZ0369  PID         -  AZ0369
 AZ0369  STATE/COUNTY-  TX/VAL VERDE
 AZ0369  USGS QUAD   -  LANGTRY (1973)
 AZ0369
 AZ0369                         *CURRENT SURVEY CONTROL
 AZ0369  ___________________________________________________________________
 AZ0369* NAD 83(1986)-  29 48 58.     (N)    101 33 40.     (W)     SCALED    
 AZ0369* NAVD 88     -       416.425  (meters)    1366.22   (feet)  ADJUSTED  
 AZ0369  ___________________________________________________________________
 AZ0369  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AZ0369  DYNAMIC HT  -         415.819 (meters)    1364.23  (feet)  COMP
 AZ0369  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AZ0369
 AZ0369  VERT ORDER  -  FIRST     CLASS II
 AZ0369
 AZ0369.The horizontal coordinates were scaled from a topographic map and have
 AZ0369.an estimated accuracy of +/- 6 seconds.
 AZ0369
 AZ0369.The orthometric height was determined by differential leveling
 AZ0369.and adjusted by the National Geodetic Survey in June 1991..
 AZ0369
 AZ0369.The geoid height was determined by GEOID03.
 AZ0369
 AZ0369.The dynamic height is computed by dividing the NAVD 88
 AZ0369.geopotential number by the normal gravity value computed on the
 AZ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0369.degrees latitude (g = 980.6199 gals.).
 AZ0369
 AZ0369.The modeled gravity was interpolated from observed gravity values.
 AZ0369
 AZ0369;                    North         East    Units  Estimated Accuracy
 AZ0369;SPC TXSC     - 4,222,460.      352,480.      MT  (+/- 180 meters Scaled)
 AZ0369
 AZ0369                          SUPERSEDED SURVEY CONTROL
 AZ0369
 AZ0369  NGVD 29 (??/??/92)  416.317  (m)         1365.87   (f) ADJ UNCH    1 2
 AZ0369
 AZ0369.Superseded values are not recommended for survey control.
 AZ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0369.See file dsdata.txt to determine how the superseded data were derived.
 AZ0369
 AZ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU524011(NAD 83)
 AZ0369_MARKER: DB = BENCH MARK DISK
 AZ0369_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0369_SP_SET: ROCK
 AZ0369_STAMPING: B 1111 1957
 AZ0369_MARK LOGO: CGS   
 AZ0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0369+STABILITY: POSITION/ELEVATION WELL
 AZ0369
 AZ0369  HISTORY     - Date     Condition        Report By
 AZ0369  HISTORY     - 1957     MONUMENTED       CGS
 AZ0369  HISTORY     - 1958     GOOD             NGS
 AZ0369  HISTORY     - 1981     GOOD             NGS
 AZ0369  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 AZ0369
 AZ0369                          STATION DESCRIPTION
 AZ0369
 AZ0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0369'0.75 MI E FROM LANGTRY.
 AZ0369'ABOUT 0.75 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0369'THE STATION AT LANGTRY, 114 FEET NORTH-NORTHWEST OF AND ACROSS THE
 AZ0369'TRACK FROM THE 3RD POLE WEST OF MILEPOST 442, IN THE TOP OF A FLAT
 AZ0369'LIMESTONE ROCK, 61 FEET NORTH-NORTHWEST OF THE NEAR RAIL, 86 FEET
 AZ0369'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A SECTION CAR SETOFF, 36
 AZ0369'FEET SOUTH-SOUTHEAST OF A FENCE, 31 FEET WEST-SOUTHWEST OF A TELEPHONE
 AZ0369'POLE, ABOUT FLUSH WITH THE GROUND, AND ABOUT 3 FEET BELOW THE LEVEL OF
 AZ0369'THE TRACK.
 AZ0369
 AZ0369                          STATION RECOVERY (1981)
 AZ0369
 AZ0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0369'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0369'OFFICE IN LANGTRY, THENCE 0.8 KM (0.5 MI) SOUTHEAST ALONG U.S.
 AZ0369'HIGHWAY 90, 0.2 KM (0.1 MI) WEST OF SOUTHERN PACIFIC RAILROAD MILEPOST
 AZ0369'442, IN THE CENTER OF A 4 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 AZ0369'0.2 METERS (295.9 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 AZ0369'HIGHWAY, 34.8 METERS (114.2 FT) NORTH-NORTHWEST OF UTILITY POLE NUMBER
 AZ0369'22M, 18.7 METERS (61.4 FT) NORTH-NORTHWEST OF THE NEAR RAIL AND
 AZ0369'9.6 METERS (31.5 FT) SOUTH-SOUTHEAST OF A FENCE.
 AZ0369'THE MARK IS 1.2 M BELOW THE TRACKS.
 AZ0369
 AZ0369                          STATION RECOVERY (1999)
 AZ0369
 AZ0369'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0263 ***********************************************************************
 AZ0263  DESIGNATION -  B 1112
 AZ0263  PID         -  AZ0263
 AZ0263  STATE/COUNTY-  TX/VAL VERDE
 AZ0263  USGS QUAD   -  COMSTOCK (1972)
 AZ0263
 AZ0263                         *CURRENT SURVEY CONTROL
 AZ0263  ___________________________________________________________________
 AZ0263* NAD 83(1986)-  29 38 42.     (N)    101 08 39.     (W)     SCALED    
 AZ0263* NAVD 88     -       448.361  (meters)    1471.00   (feet)  POSTED    
 AZ0263  ___________________________________________________________________
 AZ0263  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0263  DYNAMIC HT  -         447.710 (meters)    1468.86  (feet)  COMP
 AZ0263  MODELED GRAV-     979,170.5   (mgal)                       NAVD 88
 AZ0263
 AZ0263  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0263
 AZ0263.The horizontal coordinates were scaled from a topographic map and have
 AZ0263.an estimated accuracy of +/- 6 seconds.
 AZ0263
 AZ0263.The orthometric height was determined by differential leveling
 AZ0263.and adjusted by the National Geodetic Survey in 1992..
 AZ0263.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0263.rate of 0.0 thru 1.0 mm/km.
 AZ0263
 AZ0263.The geoid height was determined by GEOID03.
 AZ0263
 AZ0263.The dynamic height is computed by dividing the NAVD 88
 AZ0263.geopotential number by the normal gravity value computed on the
 AZ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0263.degrees latitude (g = 980.6199 gals.).
 AZ0263
 AZ0263.The modeled gravity was interpolated from observed gravity values.
 AZ0263
 AZ0263;                    North         East    Units  Estimated Accuracy
 AZ0263;SPC TXSC     - 4,202,680.      392,420.      MT  (+/- 180 meters Scaled)
 AZ0263
 AZ0263                          SUPERSEDED SURVEY CONTROL
 AZ0263
 AZ0263  NGVD 29 (??/??/92)  448.259  (m)         1470.66   (f) ADJ UNCH    1 2
 AZ0263
 AZ0263.Superseded values are not recommended for survey control.
 AZ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0263.See file dsdata.txt to determine how the superseded data were derived.
 AZ0263
 AZ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT924813(NAD 83)
 AZ0263_MARKER: DB = BENCH MARK DISK
 AZ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0263_STAMPING: B 1112 1957
 AZ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0263+STABILITY: SURFACE MOTION
 AZ0263
 AZ0263  HISTORY     - Date     Condition        Report By
 AZ0263  HISTORY     - 1957     MONUMENTED       CGS
 AZ0263  HISTORY     - 1958     GOOD             NGS
 AZ0263  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0263
 AZ0263                          STATION DESCRIPTION
 AZ0263
 AZ0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0263'3.7 MI SE FROM COMSTOCK.
 AZ0263'ABOUT 3.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0263'FROM THE STATION AT COMSTOCK, 3 POLES SOUTH OF MILEPOST 410, 42 FEET
 AZ0263'EAST OF THE EAST RAIL, 1 POLE SOUTH OF THE SOUTH END OF A CUT, 7 FEET
 AZ0263'NORTHWEST OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 AZ0263'POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST
 AZ0263'PROJECTING 5 INCHES.
 AZ0263
 AZ0263                          STATION RECOVERY (1998)
 AZ0263
 AZ0263'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0319 ***********************************************************************
 AZ0319  DESIGNATION -  B 1113
 AZ0319  PID         -  AZ0319
 AZ0319  STATE/COUNTY-  TX/TERRELL
 AZ0319  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0319
 AZ0319                         *CURRENT SURVEY CONTROL
 AZ0319  ___________________________________________________________________
 AZ0319* NAD 83(1986)-  29 59 20.     (N)    101 54 57.     (W)     SCALED    
 AZ0319* NAVD 88     -       534.624  (meters)    1754.01   (feet)  ADJUSTED  
 AZ0319  ___________________________________________________________________
 AZ0319  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AZ0319  DYNAMIC HT  -         533.826 (meters)    1751.39  (feet)  COMP
 AZ0319  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 AZ0319
 AZ0319  VERT ORDER  -  FIRST     CLASS II
 AZ0319
 AZ0319.The horizontal coordinates were scaled from a topographic map and have
 AZ0319.an estimated accuracy of +/- 6 seconds.
 AZ0319
 AZ0319.The orthometric height was determined by differential leveling
 AZ0319.and adjusted by the National Geodetic Survey in June 1991..
 AZ0319
 AZ0319.The geoid height was determined by GEOID03.
 AZ0319
 AZ0319.The dynamic height is computed by dividing the NAVD 88
 AZ0319.geopotential number by the normal gravity value computed on the
 AZ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0319.degrees latitude (g = 980.6199 gals.).
 AZ0319
 AZ0319.The modeled gravity was interpolated from observed gravity values.
 AZ0319
 AZ0319;                    North         East    Units  Estimated Accuracy
 AZ0319;SPC TXSC     - 4,242,410.      318,680.      MT  (+/- 180 meters Scaled)
 AZ0319
 AZ0319                          SUPERSEDED SURVEY CONTROL
 AZ0319
 AZ0319  NGVD 29 (??/??/92)  534.458  (m)         1753.47   (f) ADJ UNCH    1 2
 AZ0319
 AZ0319.Superseded values are not recommended for survey control.
 AZ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0319.See file dsdata.txt to determine how the superseded data were derived.
 AZ0319
 AZ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU186211(NAD 83)
 AZ0319_MARKER: DB = BENCH MARK DISK
 AZ0319_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0319_SP_SET: OUTCROP
 AZ0319_STAMPING: B 1113 1957
 AZ0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0319+STABILITY: POSITION/ELEVATION WELL
 AZ0319
 AZ0319  HISTORY     - Date     Condition        Report By
 AZ0319  HISTORY     - 1957     MONUMENTED       CGS
 AZ0319  HISTORY     - 1958     GOOD             NGS
 AZ0319
 AZ0319                          STATION DESCRIPTION
 AZ0319
 AZ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0319'14.4 MI SE FROM DRYDEN.
 AZ0319'ABOUT 14.4 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0319'FROM THE STATION AT DRYDEN, 87 FEET SOUTHWEST OF THE 7TH POLE EAST OF
 AZ0319'MILEPOST 471, IN THE TOP OF A FLAT ROCK OUTCROP PROTRUDING FROM THE
 AZ0319'SOUTHEAST BANK OF A DRAW AND PROJECTING 6 INCHES ON THE NORTHWEST
 AZ0319'SIDE, 65 1/2 FEET SOUTH OF THE SOUTH RAIL, 1 1/2 RAILS EAST OF 2 LARGE
 AZ0319'CORRUGATED STEEL CULVERTS, 17 1/2 FEET SOUTH OF THE SOUTH RIGHT OF WAY
 AZ0319'FENCE, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0365 ***********************************************************************
 AZ0365  DESIGNATION -  B 1114
 AZ0365  PID         -  AZ0365
 AZ0365  STATE/COUNTY-  TX/VAL VERDE
 AZ0365  USGS QUAD   -  LANGTRY (1973)
 AZ0365
 AZ0365                         *CURRENT SURVEY CONTROL
 AZ0365  ___________________________________________________________________
 AZ0365* NAD 83(1986)-  29 49 56.     (N)    101 35 49.     (W)     SCALED    
 AZ0365* NAVD 88     -       434.792  (meters)    1426.48   (feet)  ADJUSTED  
 AZ0365  ___________________________________________________________________
 AZ0365  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AZ0365  DYNAMIC HT  -         434.142 (meters)    1424.35  (feet)  COMP
 AZ0365  MODELED GRAV-     979,136.9   (mgal)                       NAVD 88
 AZ0365
 AZ0365  VERT ORDER  -  FIRST     CLASS II
 AZ0365
 AZ0365.The horizontal coordinates were scaled from a topographic map and have
 AZ0365.an estimated accuracy of +/- 6 seconds.
 AZ0365
 AZ0365.The orthometric height was determined by differential leveling
 AZ0365.and adjusted by the National Geodetic Survey in June 1991..
 AZ0365
 AZ0365.The geoid height was determined by GEOID03.
 AZ0365
 AZ0365.The dynamic height is computed by dividing the NAVD 88
 AZ0365.geopotential number by the normal gravity value computed on the
 AZ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0365.degrees latitude (g = 980.6199 gals.).
 AZ0365
 AZ0365.The modeled gravity was interpolated from observed gravity values.
 AZ0365
 AZ0365;                    North         East    Units  Estimated Accuracy
 AZ0365;SPC TXSC     - 4,224,320.      349,060.      MT  (+/- 180 meters Scaled)
 AZ0365
 AZ0365                          SUPERSEDED SURVEY CONTROL
 AZ0365
 AZ0365  NGVD 29 (??/??/92)  434.661  (m)         1426.05   (f) ADJ UNCH    1 2
 AZ0365
 AZ0365.Superseded values are not recommended for survey control.
 AZ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0365.See file dsdata.txt to determine how the superseded data were derived.
 AZ0365
 AZ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU490030(NAD 83)
 AZ0365_MARKER: DB = BENCH MARK DISK
 AZ0365_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0365_SP_SET: OUTCROP
 AZ0365_STAMPING: B 1114 1957
 AZ0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0365+STABILITY: POSITION/ELEVATION WELL
 AZ0365
 AZ0365  HISTORY     - Date     Condition        Report By
 AZ0365  HISTORY     - 1957     MONUMENTED       CGS
 AZ0365  HISTORY     - 1958     GOOD             NGS
 AZ0365
 AZ0365                          STATION DESCRIPTION
 AZ0365
 AZ0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0365'2.05 MI NW FROM LANGTRY.
 AZ0365'ABOUT 2.05 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0365'FROM THE STATION AT LANGTRY, 77 FEET NORTHEAST OF THE 5TH POLE EAST OF
 AZ0365'MILEPOST 445, IN THE TOP OF A FLAT LEDGE ROCK OUTCROP WHICH EXTENDS
 AZ0365'FROM THE WEST END OF THE SOUTH BANK OF A CUT, 12 FEET SOUTH OF THE
 AZ0365'SOUTH RAIL, 77 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, AND ABOUT 2
 AZ0365'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0462 ***********************************************************************
 BP0462  DESIGNATION -  B 1115
 BP0462  PID         -  BP0462
 BP0462  STATE/COUNTY-  TX/JEFF DAVIS
 BP0462  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0462
 BP0462                         *CURRENT SURVEY CONTROL
 BP0462  ___________________________________________________________________
 BP0462* NAD 83(1986)-  30 40 08.     (N)    103 47 38.     (W)     SCALED    
 BP0462* NAVD 88     -      1376.061  (meters)    4514.63   (feet)  POSTED    
 BP0462  ___________________________________________________________________
 BP0462  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 BP0462  DYNAMIC HT  -        1373.870 (meters)    4507.44  (feet)  COMP
 BP0462  MODELED GRAV-     978,997.8   (mgal)                       NAVD 88
 BP0462
 BP0462  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0462
 BP0462.The horizontal coordinates were scaled from a topographic map and have
 BP0462.an estimated accuracy of +/- 6 seconds.
 BP0462
 BP0462.The orthometric height was determined by differential leveling
 BP0462.and adjusted by the National Geodetic Survey in 1992..
 BP0462.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0462.rate of 2.1 thru 3.0 mm/km.
 BP0462
 BP0462.The geoid height was determined by GEOID03.
 BP0462
 BP0462.The dynamic height is computed by dividing the NAVD 88
 BP0462.geopotential number by the normal gravity value computed on the
 BP0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0462.degrees latitude (g = 980.6199 gals.).
 BP0462
 BP0462.The modeled gravity was interpolated from observed gravity values.
 BP0462
 BP0462;                    North         East    Units  Estimated Accuracy
 BP0462;SPC TX C     - 3,116,260.      368,450.      MT  (+/- 180 meters Scaled)
 BP0462
 BP0462                          SUPERSEDED SURVEY CONTROL
 BP0462
 BP0462  NGVD 29 (??/??/92) 1375.591  (m)         4513.08   (f) ADJ UNCH    2 0
 BP0462
 BP0462.Superseded values are not recommended for survey control.
 BP0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0462.See file dsdata.txt to determine how the superseded data were derived.
 BP0462
 BP0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP155935(NAD 83)
 BP0462_MARKER: DB = BENCH MARK DISK
 BP0462_SETTING: 66 = SET IN ROCK OUTCROP
 BP0462_SP_SET: ROCK OUTCROP
 BP0462_STAMPING: B 1115 1958
 BP0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0462+STABILITY: POSITION/ELEVATION WELL
 BP0462
 BP0462  HISTORY     - Date     Condition        Report By
 BP0462  HISTORY     - 1958     MONUMENTED       CGS
 BP0462  HISTORY     - 19961011 GOOD             USPSQD
 BP0462  HISTORY     - 20030323 GOOD             USPSQD
 BP0462
 BP0462                          STATION DESCRIPTION
 BP0462
 BP0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0462'9.75 MI NE FROM FORT DAVIS.
 BP0462'ABOUT 9.75 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0462'COURTHOUSE AT FORT DAVIS, IN THE TOP OF THE LEDGE OF A ROCK OUTCROP,
 BP0462'45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ON THE EAST SIDE OF
 BP0462'LIMPIA CANYON, 201 FEET NORTH OF THE CENTER OF A DEEP WASH IN THE EAST
 BP0462'CANYON WALL, 17 FEET WEST OF TELEPHONE POLE NUMBER 955, ABOUT 3 FEET
 BP0462'ABOVE THE LEVEL OF THE HIGHWAY.
 BP0462
 BP0462                          STATION RECOVERY (1996)
 BP0462
 BP0462'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0462'RECOVERED IN GOOD CONDITION.
 BP0462
 BP0462                          STATION RECOVERY (2003)
 BP0462
 BP0462'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0411 ***********************************************************************
 CC0411  DESIGNATION -  B 1116
 CC0411  PID         -  CC0411
 CC0411  STATE/COUNTY-  TX/REEVES
 CC0411  USGS QUAD   -  SARAGOSA (1970)
 CC0411
 CC0411                         *CURRENT SURVEY CONTROL
 CC0411  ___________________________________________________________________
 CC0411* NAD 83(1986)-  31 00 48.     (N)    103 43 28.     (W)     SCALED    
 CC0411* NAVD 88     -       952.988  (meters)    3126.59   (feet)  POSTED    
 CC0411  ___________________________________________________________________
 CC0411  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 CC0411  DYNAMIC HT  -         951.550 (meters)    3121.88  (feet)  COMP
 CC0411  MODELED GRAV-     979,098.6   (mgal)                       NAVD 88
 CC0411
 CC0411  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CC0411
 CC0411.The horizontal coordinates were scaled from a topographic map and have
 CC0411.an estimated accuracy of +/- 6 seconds.
 CC0411
 CC0411.The orthometric height was determined by differential leveling
 CC0411.and adjusted by the National Geodetic Survey in 1992..
 CC0411.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CC0411.rate of 2.1 thru 3.0 mm/km.
 CC0411
 CC0411.The geoid height was determined by GEOID03.
 CC0411
 CC0411.The dynamic height is computed by dividing the NAVD 88
 CC0411.geopotential number by the normal gravity value computed on the
 CC0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0411.degrees latitude (g = 980.6199 gals.).
 CC0411
 CC0411.The modeled gravity was interpolated from observed gravity values.
 CC0411
 CC0411;                    North         East    Units  Estimated Accuracy
 CC0411;SPC TX C     - 3,154,220.      376,270.      MT  (+/- 180 meters Scaled)
 CC0411
 CC0411                          SUPERSEDED SURVEY CONTROL
 CC0411
 CC0411  NGVD 29 (??/??/92)  952.704  (m)         3125.66   (f) ADJ UNCH    2 0
 CC0411
 CC0411.Superseded values are not recommended for survey control.
 CC0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0411.See file dsdata.txt to determine how the superseded data were derived.
 CC0411
 CC0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ217317(NAD 83)
 CC0411_MARKER: DB = BENCH MARK DISK
 CC0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0411_STAMPING: B 1116 1958
 CC0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0411+STABILITY: SURFACE MOTION
 CC0411
 CC0411  HISTORY     - Date     Condition        Report By
 CC0411  HISTORY     - 1958     MONUMENTED       CGS
 CC0411  HISTORY     - 1966     MARK NOT FOUND   NGS
 CC0411
 CC0411                          STATION DESCRIPTION
 CC0411
 CC0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CC0411'2.1 MI NE FROM BALMORHEA.
 CC0411'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 17 FROM
 CC0411'THE POST OFFICE AT BALMORHEA, THENCE 1.4 MILES NORTHEAST ALONG THE
 CC0411'PECOS VALLEY SOUTHERN RAILWAY, 3 POLES NORTHEAST OF MILEPOST 34, 42
 CC0411'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 33 1/2 FEET SOUTHWEST OF A
 CC0411'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 19 1/2 FEET
 CC0411'NORTHEAST OF A FENCE CORNER, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 CC0411'WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES, AND
 CC0411'ABOUT LEVEL WITH THE TRACK.
 CC0411
 CC0411                          STATION RECOVERY (1966)
 CC0411
 CC0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CC0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0398 ***********************************************************************
 CD0398  DESIGNATION -  B 1117
 CD0398  PID         -  CD0398
 CD0398  STATE/COUNTY-  TX/HUDSPETH
 CD0398  USGS QUAD   -  MICKEY DRAW WEST (1984)
 CD0398
 CD0398                         *CURRENT SURVEY CONTROL
 CD0398  ___________________________________________________________________
 CD0398* NAD 83(1986)-  31 45 36.     (N)    105 21 32.     (W)     SCALED    
 CD0398* NAVD 88     -      1269.306  (meters)    4164.38   (feet)  ADJUSTED  
 CD0398  ___________________________________________________________________
 CD0398  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0398  DYNAMIC HT  -        1267.401 (meters)    4158.13  (feet)  COMP
 CD0398  MODELED GRAV-     979,093.9   (mgal)                       NAVD 88
 CD0398
 CD0398  VERT ORDER  -  FIRST     CLASS I
 CD0398
 CD0398.The horizontal coordinates were scaled from a topographic map and have
 CD0398.an estimated accuracy of +/- 6 seconds.
 CD0398
 CD0398.The orthometric height was determined by differential leveling
 CD0398.and adjusted by the National Geodetic Survey in June 1991..
 CD0398
 CD0398.The geoid height was determined by GEOID03.
 CD0398
 CD0398.The dynamic height is computed by dividing the NAVD 88
 CD0398.geopotential number by the normal gravity value computed on the
 CD0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0398.degrees latitude (g = 980.6199 gals.).
 CD0398
 CD0398.The modeled gravity was interpolated from observed gravity values.
 CD0398
 CD0398;                    North         East    Units  Estimated Accuracy
 CD0398;SPC TX C     - 3,242,820.      224,060.      MT  (+/- 180 meters Scaled)
 CD0398
 CD0398                          SUPERSEDED SURVEY CONTROL
 CD0398
 CD0398  NGVD 29 (??/??/92) 1268.770  (m)         4162.62   (f) ADJ UNCH    1 1
 CD0398
 CD0398.Superseded values are not recommended for survey control.
 CD0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0398.See file dsdata.txt to determine how the superseded data were derived.
 CD0398
 CD0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR660138(NAD 83)
 CD0398_MARKER: DB = BENCH MARK DISK
 CD0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0398_STAMPING: B 1117 1958
 CD0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0398+STABILITY: SURFACE MOTION
 CD0398
 CD0398  HISTORY     - Date     Condition        Report By
 CD0398  HISTORY     - 1958     MONUMENTED       CGS
 CD0398  HISTORY     - 1977     GOOD             NGS
 CD0398
 CD0398                          STATION DESCRIPTION
 CD0398
 CD0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0398'62.95 MI E FROM EL PASO.
 CD0398'ABOUT 62.95 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0398'JUNCTION OF LOOP 16 AT EL PASO, ABOUT 0.55 MILE EAST OF THE JUNCTION
 CD0398'OF RANCH ROAD 1111, 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2
 CD0398'FEET SOUTH OF A FENCE, 1 FOOT SOUTH OF A CONCRETE WITNESS POST, ABOUT
 CD0398'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 CD0398'INCHES.
 CD0398
 CD0398                          STATION RECOVERY (1977)
 CD0398
 CD0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0398'40.3 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0398'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 0.55 MILE EAST OF THE
 CD0398'JUNCTION OF RANCH ROAD 1111, 0.35 MILE WEST OF THE JUNCTION OF
 CD0398'A DIRT ROAD LEADING SOUTH TO A SMALL BUILDING, 50 FT. NORTH OF THE
 CD0398'CENTER LINE OF THE HIGHWAY, 86.5 EAST OF A TELEPHONE POLE, 2 FT.
 CD0398'SOUTH OF A RIGHT OF WAY FENCE, WITNESS POST IS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0508 ***********************************************************************
 CD0508  DESIGNATION -  B 1118
 CD0508  PID         -  CD0508
 CD0508  STATE/COUNTY-  TX/HUDSPETH
 CD0508  USGS QUAD   -  BLACK HILLS (1979)
 CD0508
 CD0508                         *CURRENT SURVEY CONTROL
 CD0508  ___________________________________________________________________
 CD0508* NAD 83(1986)-  31 24 28.     (N)    105 20 56.     (W)     SCALED    
 CD0508* NAVD 88     -      1369.735  (meters)    4493.87   (feet)  ADJUSTED  
 CD0508  ___________________________________________________________________
 CD0508  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0508  DYNAMIC HT  -        1367.590 (meters)    4486.83  (feet)  COMP
 CD0508  MODELED GRAV-     979,026.0   (mgal)                       NAVD 88
 CD0508
 CD0508  VERT ORDER  -  FIRST     CLASS II
 CD0508
 CD0508.The horizontal coordinates were scaled from a topographic map and have
 CD0508.an estimated accuracy of +/- 6 seconds.
 CD0508
 CD0508.The orthometric height was determined by differential leveling
 CD0508.and adjusted by the National Geodetic Survey in June 1991..
 CD0508
 CD0508.The geoid height was determined by GEOID03.
 CD0508
 CD0508.The dynamic height is computed by dividing the NAVD 88
 CD0508.geopotential number by the normal gravity value computed on the
 CD0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0508.degrees latitude (g = 980.6199 gals.).
 CD0508
 CD0508.The modeled gravity was interpolated from observed gravity values.
 CD0508
 CD0508;                    North         East    Units  Estimated Accuracy
 CD0508;SPC TX C     - 3,203,760.      223,250.      MT  (+/- 180 meters Scaled)
 CD0508
 CD0508                          SUPERSEDED SURVEY CONTROL
 CD0508
 CD0508  NGVD 29 (??/??/92) 1369.162  (m)         4491.99   (f) ADJ UNCH    1 2
 CD0508
 CD0508.Superseded values are not recommended for survey control.
 CD0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0508.See file dsdata.txt to determine how the superseded data were derived.
 CD0508
 CD0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ668748(NAD 83)
 CD0508_MARKER: DB = BENCH MARK DISK
 CD0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0508_STAMPING: B 1118 1958
 CD0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0508+STABILITY: SURFACE MOTION
 CD0508
 CD0508  HISTORY     - Date     Condition        Report By
 CD0508  HISTORY     - 1958     MONUMENTED       CGS
 CD0508
 CD0508                          STATION DESCRIPTION
 CD0508
 CD0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0508'17.65 MI N FROM SIERRA BLANCA.
 CD0508'ABOUT 17.65 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0508'PACIFIC RAILROAD STATION AT SIERRA BLANCE, 68 FEET EAST OF THE CENTER
 CD0508'LINE OF THE ROAD, ABOUT 0.3 MILE NORTH OF THE CREST OF A HILL, 2 FEET
 CD0508'WEST OF A FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3
 CD0508'FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0508'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0677 ***********************************************************************
 CD0677  DESIGNATION -  B 1119
 CD0677  PID         -  CD0677
 CD0677  STATE/COUNTY-  TX/HUDSPETH
 CD0677  USGS QUAD   -  BUCKHORN DRAW WEST (1979)
 CD0677
 CD0677                         *CURRENT SURVEY CONTROL
 CD0677  ___________________________________________________________________
 CD0677* NAD 83(1986)-  31 50 06.     (N)    105 51 08.     (W)     SCALED    
 CD0677* NAVD 88     -      1602.382  (meters)    5257.15   (feet)  ADJUSTED  
 CD0677  ___________________________________________________________________
 CD0677  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 CD0677  DYNAMIC HT  -        1599.868 (meters)    5248.90  (feet)  COMP
 CD0677  MODELED GRAV-     979,013.3   (mgal)                       NAVD 88
 CD0677
 CD0677  VERT ORDER  -  FIRST     CLASS II
 CD0677
 CD0677.The horizontal coordinates were scaled from a topographic map and have
 CD0677.an estimated accuracy of +/- 6 seconds.
 CD0677
 CD0677.The orthometric height was determined by differential leveling
 CD0677.and adjusted by the National Geodetic Survey in June 1991..
 CD0677.WARNING-Repeat measurements at this control monument indicate possible
 CD0677.vertical movement.
 CD0677
 CD0677.The geoid height was determined by GEOID03.
 CD0677
 CD0677.The dynamic height is computed by dividing the NAVD 88
 CD0677.geopotential number by the normal gravity value computed on the
 CD0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0677.degrees latitude (g = 980.6199 gals.).
 CD0677
 CD0677.The modeled gravity was interpolated from observed gravity values.
 CD0677
 CD0677;                    North         East    Units  Estimated Accuracy
 CD0677;SPC TX C     - 3,253,340.      177,790.      MT  (+/- 180 meters Scaled)
 CD0677
 CD0677                          SUPERSEDED SURVEY CONTROL
 CD0677
 CD0677  NGVD 29 (??/??/92) 1601.613  (m)         5254.63   (f) ADJ UNCH    1 2
 CD0677
 CD0677.Superseded values are not recommended for survey control.
 CD0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0677.See file dsdata.txt to determine how the superseded data were derived.
 CD0677
 CD0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR193224(NAD 83)
 CD0677_MARKER: DB = BENCH MARK DISK
 CD0677_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0677_SP_SET: 24 FT.
 CD0677_STAMPING: B 1119 1958
 CD0677_PROJECTION: PROJECTING 15 CENTIMETERS
 CD0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0677_ROD/PIPE-DEPTH: 7.3  meters
 CD0677
 CD0677  HISTORY     - Date     Condition        Report By
 CD0677  HISTORY     - 1958     MONUMENTED       CGS
 CD0677  HISTORY     - 1981     GOOD             NGS
 CD0677
 CD0677                          STATION DESCRIPTION
 CD0677
 CD0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0677'35.2 MI E FROM EL PASO.
 CD0677'ABOUT 35.2 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0677'OF LOOP 16 AT EL PASO, 73 FEET NORTH OF THE CENTER LINE OF THE
 CD0677'HIGHWAY, 60 YARDS EAST OF A CONCRETE CULVERT, 2 1/2 FEET SOUTH OF A
 CD0677'FENCE, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT 4 FEET ABOVE THE
 CD0677'LEVEL OF THE HIGHWAY, ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 CD0677'DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6
 CD0677'INCHES.
 CD0677
 CD0677                          STATION RECOVERY (1981)
 CD0677
 CD0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0677'56.9 KM (35.35 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0677'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0677'1.8 KM (1.1 MI) WEST OF A DIRT CROSS ROAD WITH TWO WHITE METAL
 CD0677'GATES, 54.9 METERS (180.0 FT) NORTHEAST OF THE EAST END OF A CONCRETE
 CD0677'CULVERT, 22.3 METERS (73.0 FT) NORTH-NORTHWEST OF THE CENTERLINE
 CD0677'OF THE HIGHWAY, 0.8 METER (2.5 FT) SOUTH-SOUTHEAST OF A FENCE AND
 CD0677'0.6 METER (2.0 FT) EAST OF A CONCRETE WITNESS POST.
 CD0677'THE MARK IS 0.5 METERS  WSW FROM A WITNESS POST.
 CD0677'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0535 ***********************************************************************
 CU0535  DESIGNATION -  B 112
 CU0535  PID         -  CU0535
 CU0535  STATE/COUNTY-  TX/HOWARD
 CU0535  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0535
 CU0535                         *CURRENT SURVEY CONTROL
 CU0535  ___________________________________________________________________
 CU0535* NAD 83(1986)-  32 15 04.     (N)    101 28 38.     (W)     SCALED    
 CU0535* NAVD 88     -       741.629  (meters)    2433.16   (feet)  ADJUSTED  
 CU0535  ___________________________________________________________________
 CU0535  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CU0535  DYNAMIC HT  -         740.612 (meters)    2429.82  (feet)  COMP
 CU0535  MODELED GRAV-     979,244.0   (mgal)                       NAVD 88
 CU0535
 CU0535  VERT ORDER  -  FIRST     CLASS II
 CU0535
 CU0535.The horizontal coordinates were scaled from a topographic map and have
 CU0535.an estimated accuracy of +/- 6 seconds.
 CU0535
 CU0535.The orthometric height was determined by differential leveling
 CU0535.and adjusted by the National Geodetic Survey in June 1991..
 CU0535.WARNING-Repeat measurements at this control monument indicate possible
 CU0535.vertical movement.
 CU0535
 CU0535.The geoid height was determined by GEOID03.
 CU0535
 CU0535.The dynamic height is computed by dividing the NAVD 88
 CU0535.geopotential number by the normal gravity value computed on the
 CU0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0535.degrees latitude (g = 980.6199 gals.).
 CU0535
 CU0535.The modeled gravity was interpolated from observed gravity values.
 CU0535
 CU0535;                    North         East    Units  Estimated Accuracy
 CU0535;SPC TXNC     - 2,068,790.      319,490.      MT  (+/- 180 meters Scaled)
 CU0535
 CU0535                          SUPERSEDED SURVEY CONTROL
 CU0535
 CU0535  NGVD 29 (??/??/92)  741.36   (m)         2432.3    (f) COMPUTED    1 2
 CU0535
 CU0535.Superseded values are not recommended for survey control.
 CU0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0535.See file dsdata.txt to determine how the superseded data were derived.
 CU0535
 CU0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA666709(NAD 83)
 CU0535_MARKER: DB = BENCH MARK DISK
 CU0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0535_SP_SET: STEP
 CU0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0535
 CU0535  HISTORY     - Date     Condition        Report By
 CU0535  HISTORY     - UNK      MONUMENTED       CGS
 CU0535  HISTORY     - 1933     GOOD             NGS
 CU0535  HISTORY     - 1934     GOOD             NGS
 CU0535  HISTORY     - 20010219 GOOD             USPSQD
 CU0535
 CU0535                          STATION DESCRIPTION
 CU0535
 CU0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CU0535'IN BIG SPRING.
 CU0535'WEST END OF BOTTOM STEPAT EAST ENTRANCE TO COURT HOUSE.
 CU0535
 CU0535                          STATION RECOVERY (1934)
 CU0535
 CU0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CU0535'RECOVERED IN GOOD CONDITION.
 CU0535
 CU0535                          STATION RECOVERY (2001)
 CU0535
 CU0535'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CU0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0536 ***********************************************************************
 CU0536  DESIGNATION -  B 112 RESET 1953
 CU0536  PID         -  CU0536
 CU0536  STATE/COUNTY-  TX/HOWARD
 CU0536  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0536
 CU0536                         *CURRENT SURVEY CONTROL
 CU0536  ___________________________________________________________________
 CU0536* NAD 83(1986)-  32 15 08.     (N)    101 28 31.     (W)     SCALED    
 CU0536* NAVD 88     -       741.670  (meters)    2433.30   (feet)  ADJUSTED  
 CU0536  ___________________________________________________________________
 CU0536  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CU0536  DYNAMIC HT  -         740.654 (meters)    2429.96  (feet)  COMP
 CU0536  MODELED GRAV-     979,244.4   (mgal)                       NAVD 88
 CU0536
 CU0536  VERT ORDER  -  FIRST     CLASS II
 CU0536
 CU0536.The horizontal coordinates were scaled from a topographic map and have
 CU0536.an estimated accuracy of +/- 6 seconds.
 CU0536
 CU0536.The orthometric height was determined by differential leveling
 CU0536.and adjusted by the National Geodetic Survey in June 1991..
 CU0536.WARNING-Repeat measurements at this control monument indicate possible
 CU0536.vertical movement.
 CU0536
 CU0536.The geoid height was determined by GEOID03.
 CU0536
 CU0536.The dynamic height is computed by dividing the NAVD 88
 CU0536.geopotential number by the normal gravity value computed on the
 CU0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0536.degrees latitude (g = 980.6199 gals.).
 CU0536
 CU0536.The modeled gravity was interpolated from observed gravity values.
 CU0536
 CU0536;                    North         East    Units  Estimated Accuracy
 CU0536;SPC TXNC     - 2,068,900.      319,680.      MT  (+/- 180 meters Scaled)
 CU0536
 CU0536                          SUPERSEDED SURVEY CONTROL
 CU0536
 CU0536  NGVD 29 (??/??/92)  741.423  (m)         2432.49   (f) ADJ UNCH    1 2
 CU0536
 CU0536.Superseded values are not recommended for survey control.
 CU0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0536.See file dsdata.txt to determine how the superseded data were derived.
 CU0536
 CU0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA668710(NAD 83)
 CU0536_MARKER: DB = BENCH MARK DISK
 CU0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0536_SP_SET: STEP
 CU0536_STAMPING: B 112 RESET 1953 2432.489
 CU0536_MARK LOGO: CGS   
 CU0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0536
 CU0536  HISTORY     - Date     Condition        Report By
 CU0536  HISTORY     - 1953     MONUMENTED       CGS
 CU0536  HISTORY     - 1956     GOOD             NGS
 CU0536  HISTORY     - 1982     GOOD             NGS
 CU0536
 CU0536                          STATION DESCRIPTION
 CU0536
 CU0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0536'IN BIG SPRING.
 CU0536'AT BIG SPRING, AT THE NORTHEAST ENTRANCE TO THE COUNTY COURTHOUSE, 7.5
 CU0536'FEET NORTHEAST OF THE NORTHEAST SIDE OF THE COURTHOUSE, SET IN THE TOP
 CU0536'OF THE SOUTHEAST END OF THE BOTTOM CONCRETE STEP.
 CU0536
 CU0536                          STATION RECOVERY (1982)
 CU0536
 CU0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0536'IN BIG SPRING, IN THE SOUTH END OF THE FIRST STEP OF THE EAST ENTRANCE
 CU0536'TO THE COUNTY COURTHOUSE AT THE INTERSECTION OF SOUTH MAIN AND WEST
 CU0536'THIRD STREETS AND 3.8 METERS (12.5 FT) SOUTHEAST OF THE CENTER OF THE
 CU0536'ENTRANCE.
 CU0536'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0461 ***********************************************************************
 CD0461  DESIGNATION -  B 1120
 CD0461  PID         -  CD0461
 CD0461  STATE/COUNTY-  TX/HUDSPETH
 CD0461  USGS QUAD   -  DELL CITY (1984)
 CD0461
 CD0461                         *CURRENT SURVEY CONTROL
 CD0461  ___________________________________________________________________
 CD0461* NAD 83(1986)-  31 58 11.     (N)    105 11 59.     (W)     SCALED    
 CD0461* NAVD 88     -      1131.860  (meters)    3713.44   (feet)  POSTED    
 CD0461  ___________________________________________________________________
 CD0461  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 CD0461  DYNAMIC HT  -        1130.200 (meters)    3708.00  (feet)  COMP
 CD0461  MODELED GRAV-     979,136.9   (mgal)                       NAVD 88
 CD0461
 CD0461  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0461
 CD0461.The horizontal coordinates were scaled from a topographic map and have
 CD0461.an estimated accuracy of +/- 6 seconds.
 CD0461
 CD0461.The orthometric height was determined by differential leveling
 CD0461.and adjusted by the National Geodetic Survey in 1992..
 CD0461.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0461.rate of 0.0 thru 1.0 mm/km.
 CD0461
 CD0461.The geoid height was determined by GEOID03.
 CD0461
 CD0461.The dynamic height is computed by dividing the NAVD 88
 CD0461.geopotential number by the normal gravity value computed on the
 CD0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0461.degrees latitude (g = 980.6199 gals.).
 CD0461
 CD0461.The modeled gravity was interpolated from observed gravity values.
 CD0461
 CD0461;                    North         East    Units  Estimated Accuracy
 CD0461;SPC TX C     - 3,265,380.      240,140.      MT  (+/- 180 meters Scaled)
 CD0461
 CD0461                          SUPERSEDED SURVEY CONTROL
 CD0461
 CD0461  NGVD 29 (??/??/92) 1131.368  (m)         3711.83   (f) ADJ UNCH    2 0
 CD0461
 CD0461.Superseded values are not recommended for survey control.
 CD0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0461.See file dsdata.txt to determine how the superseded data were derived.
 CD0461
 CD0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR811370(NAD 83)
 CD0461_MARKER: DB = BENCH MARK DISK
 CD0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0461_STAMPING: B 1120 1958
 CD0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0461+STABILITY: SURFACE MOTION
 CD0461
 CD0461  HISTORY     - Date     Condition        Report By
 CD0461  HISTORY     - 1958     MONUMENTED       CGS
 CD0461
 CD0461                          STATION DESCRIPTION
 CD0461
 CD0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0461'2.1 MI N FROM DELL CITY.
 CD0461'ABOUT 2.1 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0461'DELL CITY, 37 FEET EAST OF THE CENTER LINE OF THE ROAD, 72 FEET NORTH
 CD0461'OF THE CENTER LINE OF A DIRT ROAD, 82 FEET NORTHEAST OF THE CENTER OF
 CD0461'THE INTERSECTION OF ROADS, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 CD0461'POST, IN LINE WITH A ROW OF TREES, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CD0461'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1903 ***********************************************************************
 CS1903  DESIGNATION -  B 1122
 CS1903  PID         -  CS1903
 CS1903  STATE/COUNTY-  TX/TARRANT
 CS1903  USGS QUAD   -  GRAPEVINE (1981)
 CS1903
 CS1903                         *CURRENT SURVEY CONTROL
 CS1903  ___________________________________________________________________
 CS1903* NAD 83(1986)-  32 53 09.     (N)    097 02 28.     (W)     SCALED    
 CS1903* NAVD 88     -       179.783  (meters)     589.84   (feet)  ADJUSTED  
 CS1903  ___________________________________________________________________
 CS1903  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CS1903  DYNAMIC HT  -         179.576 (meters)     589.16  (feet)  COMP
 CS1903  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 CS1903
 CS1903  VERT ORDER  -  SECOND    CLASS 0
 CS1903
 CS1903.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 CS1903
 CS1903.The horizontal coordinates were scaled from a topographic map and have
 CS1903.an estimated accuracy of +/- 6 seconds.
 CS1903
 CS1903.The orthometric height was determined by differential leveling
 CS1903.and adjusted by the National Geodetic Survey in June 1991..
 CS1903
 CS1903.The geoid height was determined by GEOID03.
 CS1903
 CS1903.The dynamic height is computed by dividing the NAVD 88
 CS1903.geopotential number by the normal gravity value computed on the
 CS1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1903.degrees latitude (g = 980.6199 gals.).
 CS1903
 CS1903.The modeled gravity was interpolated from observed gravity values.
 CS1903
 CS1903;                    North         East    Units  Estimated Accuracy
 CS1903;SPC TXNC     - 2,136,140.      736,490.      MT  (+/- 180 meters Scaled)
 CS1903
 CS1903                          SUPERSEDED SURVEY CONTROL
 CS1903
 CS1903  NGVD 29 (??/??/92)  179.755  (m)          589.75   (f) ADJ UNCH    2 0
 CS1903
 CS1903.Superseded values are not recommended for survey control.
 CS1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1903.See file dsdata.txt to determine how the superseded data were derived.
 CS1903
 CS1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB832403(NAD 83)
 CS1903_MARKER: DB = BENCH MARK DISK
 CS1903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1903_SP_SET: ABUTMENT
 CS1903_STAMPING: B 1122 1973
 CS1903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1903
 CS1903  HISTORY     - Date     Condition        Report By
 CS1903  HISTORY     - 1973     MONUMENTED       NGS
 CS1903
 CS1903                          STATION DESCRIPTION
 CS1903
 CS1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CS1903'IN D-FW REGIONAL AIRPORT.
 CS1903'LOCATED 0.7 MILE SOUTH OF THE CONTROL TOWER SET IN A DRILL HOLE IN THE
 CS1903'NE CORNER OF THE WESTERNMOST CONCRETE ABUTMENT OF A TAXIWAY OVERPASS.
 CS1903'A STANDARD BM DISK STAMPED B 1122 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0641 ***********************************************************************
 CU0641  DESIGNATION -  B 1125
 CU0641  PID         -  CU0641
 CU0641  STATE/COUNTY-  TX/HOWARD
 CU0641  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU0641
 CU0641                         *CURRENT SURVEY CONTROL
 CU0641  ___________________________________________________________________
 CU0641* NAD 83(1986)-  32 14 59.     (N)    101 30 00.     (W)     SCALED    
 CU0641* NAVD 88     -       768.491  (meters)    2521.29   (feet)  ADJUSTED  
 CU0641  ___________________________________________________________________
 CU0641  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CU0641  DYNAMIC HT  -         767.436 (meters)    2517.83  (feet)  COMP
 CU0641  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 CU0641
 CU0641  VERT ORDER  -  FIRST     CLASS II
 CU0641
 CU0641.The horizontal coordinates were scaled from a topographic map and have
 CU0641.an estimated accuracy of +/- 6 seconds.
 CU0641
 CU0641.The orthometric height was determined by differential leveling
 CU0641.and adjusted by the National Geodetic Survey in June 1991..
 CU0641
 CU0641.The geoid height was determined by GEOID03.
 CU0641
 CU0641.The dynamic height is computed by dividing the NAVD 88
 CU0641.geopotential number by the normal gravity value computed on the
 CU0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0641.degrees latitude (g = 980.6199 gals.).
 CU0641
 CU0641.The modeled gravity was interpolated from observed gravity values.
 CU0641
 CU0641;                    North         East    Units  Estimated Accuracy
 CU0641;SPC TXNC     - 2,068,690.      317,340.      MT  (+/- 180 meters Scaled)
 CU0641
 CU0641                          SUPERSEDED SURVEY CONTROL
 CU0641
 CU0641  NGVD 29 (??/??/92)  768.222  (m)         2520.41   (f) ADJ UNCH    1 2
 CU0641
 CU0641.Superseded values are not recommended for survey control.
 CU0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0641.See file dsdata.txt to determine how the superseded data were derived.
 CU0641
 CU0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA644708(NAD 83)
 CU0641_MARKER: DB = BENCH MARK DISK
 CU0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0641_STAMPING: B 1125 1958
 CU0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0641+STABILITY: SURFACE MOTION
 CU0641
 CU0641  HISTORY     - Date     Condition        Report By
 CU0641  HISTORY     - 1958     MONUMENTED       CGS
 CU0641  HISTORY     - 1966     MARK NOT FOUND   USGS
 CU0641
 CU0641                          STATION DESCRIPTION
 CU0641
 CU0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CU0641'2.0 MI W FROM BIG SPRING.
 CU0641'2.0 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE COURTHOUSE AT BIG
 CU0641'SPRING, 70 FEET NORTHWEST OF THE CENTER LINE OF THE THE HIGHWAY, ABOUT
 CU0641'0.1 MILE EAST OF THE JUNCTION OF FARM ROAD 700 AND A PAVED ROAD
 CU0641'LEADING TO THE MAIN GATE OF WEBB AIR FORCE BASE, 34 FEET WEST OF THE
 CU0641'SOUTHWEST END OF A CONCRETE CULVERT, 13 FEET NORTH OF A POWER POLE, 2
 CU0641'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 CU0641'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 CU0641'INCHES.
 CU0641
 CU0641                          STATION RECOVERY (1966)
 CU0641
 CU0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0167 ***********************************************************************
 CV0167  DESIGNATION -  B 1127
 CV0167  PID         -  CV0167
 CV0167  STATE/COUNTY-  TX/ANDREWS
 CV0167  USGS QUAD   -  ANDREWS (1970)
 CV0167
 CV0167                         *CURRENT SURVEY CONTROL
 CV0167  ___________________________________________________________________
 CV0167* NAD 83(1986)-  32 18 35.     (N)    102 34 46.     (W)     SCALED    
 CV0167* NAVD 88     -       979.118  (meters)    3212.32   (feet)  ADJUSTED  
 CV0167  ___________________________________________________________________
 CV0167  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CV0167  DYNAMIC HT  -         977.760 (meters)    3207.87  (feet)  COMP
 CV0167  MODELED GRAV-     979,219.0   (mgal)                       NAVD 88
 CV0167
 CV0167  VERT ORDER  -  SECOND    CLASS 0
 CV0167
 CV0167.The horizontal coordinates were scaled from a topographic map and have
 CV0167.an estimated accuracy of +/- 6 seconds.
 CV0167
 CV0167.The orthometric height was determined by differential leveling
 CV0167.and adjusted by the National Geodetic Survey in June 1991..
 CV0167
 CV0167.The geoid height was determined by GEOID03.
 CV0167
 CV0167.The dynamic height is computed by dividing the NAVD 88
 CV0167.geopotential number by the normal gravity value computed on the
 CV0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0167.degrees latitude (g = 980.6199 gals.).
 CV0167
 CV0167.The modeled gravity was interpolated from observed gravity values.
 CV0167
 CV0167;                    North         East    Units  Estimated Accuracy
 CV0167;SPC TXNC     - 2,078,770.      215,940.      MT  (+/- 180 meters Scaled)
 CV0167
 CV0167                          SUPERSEDED SURVEY CONTROL
 CV0167
 CV0167  NGVD 29 (??/??/92)  978.690  (m)         3210.92   (f) ADJ UNCH    2 0
 CV0167
 CV0167.Superseded values are not recommended for survey control.
 CV0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0167.See file dsdata.txt to determine how the superseded data were derived.
 CV0167
 CV0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR278773(NAD 83)
 CV0167_MARKER: DB = BENCH MARK DISK
 CV0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0167_SP_SET: FOUNDATION
 CV0167_STAMPING: B 1127 1958
 CV0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0167
 CV0167  HISTORY     - Date     Condition        Report By
 CV0167  HISTORY     - 1958     MONUMENTED       CGS
 CV0167
 CV0167                          STATION DESCRIPTION
 CV0167
 CV0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0167'2.1 MI SW FROM ANDREWS.
 CV0167'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0167'COURTHOUSE AT ANDREWS, THENCE 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY
 CV0167'115, IN THE TOP OF THE EAST CORNER OF THE CONCRETE FOUNDATION OF A
 CV0167'RADIO TOWER, 197 YARDS NORTH-NORTHWEST OF THE CENTER LINE OF THE
 CV0167'HIGHWAY, 285 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVE, 315
 CV0167'FEET NORTHEAST OF THE NORTH CORNER OF A LARGE CONCRETE BLOCK HOUSE,
 CV0167'AND 4 INCHES ABOVE THE GROUND.  NOTE-- THE TOWER IS ABOUT 350 FEET
 CV0167'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0093 ***********************************************************************
 CV0093  DESIGNATION -  B 1128
 CV0093  PID         -  CV0093
 CV0093  STATE/COUNTY-  TX/MARTIN
 CV0093  USGS QUAD   -  NORTH CURTIS RANCH (1966)
 CV0093
 CV0093                         *CURRENT SURVEY CONTROL
 CV0093  ___________________________________________________________________
 CV0093* NAD 83(1986)-  32 07 59.     (N)    102 05 25.     (W)     SCALED    
 CV0093* NAVD 88     -       873.151  (meters)    2864.66   (feet)  ADJUSTED  
 CV0093  ___________________________________________________________________
 CV0093  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 CV0093  DYNAMIC HT  -         871.925 (meters)    2860.64  (feet)  COMP
 CV0093  MODELED GRAV-     979,206.0   (mgal)                       NAVD 88
 CV0093
 CV0093  VERT ORDER  -  SECOND    CLASS 0
 CV0093
 CV0093.The horizontal coordinates were scaled from a topographic map and have
 CV0093.an estimated accuracy of +/- 6 seconds.
 CV0093
 CV0093.The orthometric height was determined by differential leveling
 CV0093.and adjusted by the National Geodetic Survey in June 1991..
 CV0093
 CV0093.The geoid height was determined by GEOID03.
 CV0093
 CV0093.The dynamic height is computed by dividing the NAVD 88
 CV0093.geopotential number by the normal gravity value computed on the
 CV0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0093.degrees latitude (g = 980.6199 gals.).
 CV0093
 CV0093.The modeled gravity was interpolated from observed gravity values.
 CV0093
 CV0093;                    North         East    Units  Estimated Accuracy
 CV0093;SPC TXNC     - 2,057,510.      261,300.      MT  (+/- 180 meters Scaled)
 CV0093
 CV0093                          SUPERSEDED SURVEY CONTROL
 CV0093
 CV0093  NGVD 29 (??/??/92)  872.784  (m)         2863.46   (f) ADJ UNCH    2 0
 CV0093
 CV0093.Superseded values are not recommended for survey control.
 CV0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0093.See file dsdata.txt to determine how the superseded data were derived.
 CV0093
 CV0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR744588(NAD 83)
 CV0093_MARKER: DB = BENCH MARK DISK
 CV0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0093_STAMPING: B 1128 1958
 CV0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0093+STABILITY: SURFACE MOTION
 CV0093
 CV0093  HISTORY     - Date     Condition        Report By
 CV0093  HISTORY     - 1958     MONUMENTED       CGS
 CV0093
 CV0093                          STATION DESCRIPTION
 CV0093
 CV0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0093'10.3 MI N FROM MIDLAND.
 CV0093'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0093'MIDLAND, THENCE 9.2 MILES NORTHWEST ALONG STATE HIGHWAY 349, THENCE
 CV0093'1.0 MILE NORTHEAST ALONG A GRADED DIRT ROAD LEADING TO THE GEORGE
 CV0093'GLASS RANCH HOUSE, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CV0093'ABOUT 0.25 MILE NORTHEAST OF A WIND MILL, 12 FEET SOUTHEAST OF A FENCE
 CV0093'CORNER, 2 FEET SOUTHWEST OF A FENCE, 1 FOOT SOUTHWEST OF A WHITE
 CV0093'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN
 CV0093'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0503 ***********************************************************************
 BP0503  DESIGNATION -  B 1129
 BP0503  PID         -  BP0503
 BP0503  STATE/COUNTY-  TX/JEFF DAVIS
 BP0503  USGS QUAD   -  TOYAHVALE (1972)
 BP0503
 BP0503                         *CURRENT SURVEY CONTROL
 BP0503  ___________________________________________________________________
 BP0503* NAD 83(1986)-  30 57 11.     (N)    103 52 17.     (W)     SCALED    
 BP0503* NAVD 88     -      1090.871  (meters)    3578.97   (feet)  POSTED    
 BP0503  ___________________________________________________________________
 BP0503  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 BP0503  DYNAMIC HT  -        1089.190 (meters)    3573.45  (feet)  COMP
 BP0503  MODELED GRAV-     979,067.1   (mgal)                       NAVD 88
 BP0503
 BP0503  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0503
 BP0503.The horizontal coordinates were scaled from a topographic map and have
 BP0503.an estimated accuracy of +/- 6 seconds.
 BP0503
 BP0503.The orthometric height was determined by differential leveling
 BP0503.and adjusted by the National Geodetic Survey in 1992..
 BP0503.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0503.rate of 0.0 thru 1.0 mm/km.
 BP0503
 BP0503.The geoid height was determined by GEOID03.
 BP0503
 BP0503.The dynamic height is computed by dividing the NAVD 88
 BP0503.geopotential number by the normal gravity value computed on the
 BP0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0503.degrees latitude (g = 980.6199 gals.).
 BP0503
 BP0503.The modeled gravity was interpolated from observed gravity values.
 BP0503
 BP0503;                    North         East    Units  Estimated Accuracy
 BP0503;SPC TX C     - 3,147,980.      362,030.      MT  (+/- 180 meters Scaled)
 BP0503
 BP0503                          SUPERSEDED SURVEY CONTROL
 BP0503
 BP0503  NGVD 29 (??/??/92) 1090.493  (m)         3577.73   (f) ADJ UNCH    2 0
 BP0503
 BP0503.Superseded values are not recommended for survey control.
 BP0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0503.See file dsdata.txt to determine how the superseded data were derived.
 BP0503
 BP0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ078249(NAD 83)
 BP0503_MARKER: DB = BENCH MARK DISK
 BP0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0503_SP_SET: CULVERT
 BP0503_STAMPING: B 1129 1958
 BP0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0503
 BP0503  HISTORY     - Date     Condition        Report By
 BP0503  HISTORY     - 1958     MONUMENTED       CGS
 BP0503  HISTORY     - 19961011 GOOD             USPSQD
 BP0503  HISTORY     - 20050729 GOOD             USPSQD
 BP0503
 BP0503                          STATION DESCRIPTION
 BP0503
 BP0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0503'5.25 MI NW FROM TOYAHVALE.
 BP0503'ABOUT 5.25 MILES NORTHWEST ALONG U. S. HIGHWAY 290 FROM THE POST
 BP0503'OFFICE AT TOYAHVALE, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 BP0503'HEADWALL OF A 4-CHANNEL CONCRETE CULVERT, 17 FEET NORTH OF THE CENTER
 BP0503'LINE OF THE HIGHWAY, 0.15 MILE WEST OF THE REEVES-JEFF DAVIS COUNTY
 BP0503'LINE, ABOUT LEVEL WITH THE HIGHWAY.
 BP0503
 BP0503                          STATION RECOVERY (1996)
 BP0503
 BP0503'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0503'RECOVERED IN GOOD CONDITION.
 BP0503
 BP0503                          STATION RECOVERY (2005)
 BP0503
 BP0503'RECOVERY NOTE BY US POWER SQUADRON 2005 (BEL)
 BP0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0003 ***********************************************************************
 EO0003  DESIGNATION -  B 1131
 EO0003  PID         -  EO0003
 EO0003  STATE/COUNTY-  TX/RANDALL
 EO0003  USGS QUAD   -  UMBARGER (1984)
 EO0003
 EO0003                         *CURRENT SURVEY CONTROL
 EO0003  ___________________________________________________________________
 EO0003* NAD 83(1986)-  34 58 15.     (N)    102 02 57.     (W)     SCALED    
 EO0003* NAVD 88     -      1136.594  (meters)    3728.98   (feet)  ADJUSTED  
 EO0003  ___________________________________________________________________
 EO0003  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 EO0003  DYNAMIC HT  -        1135.201 (meters)    3724.41  (feet)  COMP
 EO0003  MODELED GRAV-     979,369.6   (mgal)                       NAVD 88
 EO0003
 EO0003  VERT ORDER  -  FIRST     CLASS II
 EO0003
 EO0003.The horizontal coordinates were scaled from a topographic map and have
 EO0003.an estimated accuracy of +/- 6 seconds.
 EO0003
 EO0003.The orthometric height was determined by differential leveling
 EO0003.and adjusted by the National Geodetic Survey in June 1991..
 EO0003
 EO0003.The geoid height was determined by GEOID03.
 EO0003
 EO0003.The dynamic height is computed by dividing the NAVD 88
 EO0003.geopotential number by the normal gravity value computed on the
 EO0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0003.degrees latitude (g = 980.6199 gals.).
 EO0003
 EO0003.The modeled gravity was interpolated from observed gravity values.
 EO0003
 EO0003;                    North         East    Units  Estimated Accuracy
 EO0003;SPC TX N     - 1,107,840.      149,850.      MT  (+/- 180 meters Scaled)
 EO0003
 EO0003                          SUPERSEDED SURVEY CONTROL
 EO0003
 EO0003  NGVD 29 (??/??/92) 1136.060  (m)         3727.22   (f) ADJ UNCH    1 2
 EO0003
 EO0003.Superseded values are not recommended for survey control.
 EO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0003.See file dsdata.txt to determine how the superseded data were derived.
 EO0003
 EO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU694737(NAD 83)
 EO0003_MARKER: DB = BENCH MARK DISK
 EO0003_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EO0003_SP_SET: 8 FEET
 EO0003_STAMPING: B 1131 1958
 EO0003_MARK LOGO: CGS   
 EO0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0003
 EO0003  HISTORY     - Date     Condition        Report By
 EO0003  HISTORY     - 1958     MONUMENTED       CGS
 EO0003  HISTORY     - 1984     GOOD             NGS
 EO0003
 EO0003                          STATION DESCRIPTION
 EO0003
 EO0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0003'3.6 MI NE FROM UMBARGER.
 EO0003'ABOUT 3.6 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0003'FROM THE STATION AT UMBARGER, 69 FEET NORTH-NORTHWEST OF MILE POST
 EO0003'577, 75 FEET NORTH-NORTHWEST OF THE NEAR RAIL, 76 FEET SOUTH-SOUTHEAST
 EO0003'OF THE CENTER LINE OF U. S. HIGHWAY 60, 7 FEET SOUTH-SOUTHEAST OF A
 EO0003'TELEPHONE POLE, 2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET
 EO0003'BELOW THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A
 EO0003'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 8 FEET AND IS
 EO0003'ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
 EO0003
 EO0003                          STATION RECOVERY (1984)
 EO0003
 EO0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0003'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.7 KM
 EO0003'(6.65 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0003'RAILROAD FROM THE STATION IN CANYON.  DELETE=7 FEET SOUTH-SOUTHEAST OF
 EO0003'A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1100 ***********************************************************************
 FL1100  DESIGNATION -  B 1132
 FL1100  PID         -  FL1100
 FL1100  STATE/COUNTY-  TX/POTTER
 FL1100  USGS QUAD   -  AMARILLO EAST (1973)
 FL1100
 FL1100                         *CURRENT SURVEY CONTROL
 FL1100  ___________________________________________________________________
 FL1100* NAD 83(1986)-  35 08 50.     (N)    101 50 56.     (W)     SCALED    
 FL1100* NAVD 88     -      1111.517  (meters)    3646.70   (feet)  ADJUSTED  
 FL1100  ___________________________________________________________________
 FL1100  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FL1100  DYNAMIC HT  -        1110.189 (meters)    3642.35  (feet)  COMP
 FL1100  MODELED GRAV-     979,401.4   (mgal)                       NAVD 88
 FL1100
 FL1100  VERT ORDER  -  FIRST     CLASS II
 FL1100
 FL1100.The horizontal coordinates were scaled from a topographic map and have
 FL1100.an estimated accuracy of +/- 6 seconds.
 FL1100
 FL1100.The orthometric height was determined by differential leveling
 FL1100.and adjusted by the National Geodetic Survey in June 1991..
 FL1100
 FL1100.The geoid height was determined by GEOID03.
 FL1100
 FL1100.The dynamic height is computed by dividing the NAVD 88
 FL1100.geopotential number by the normal gravity value computed on the
 FL1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1100.degrees latitude (g = 980.6199 gals.).
 FL1100
 FL1100.The modeled gravity was interpolated from observed gravity values.
 FL1100
 FL1100;                    North         East    Units  Estimated Accuracy
 FL1100;SPC TX N     - 1,127,330.      168,210.      MT  (+/- 180 meters Scaled)
 FL1100
 FL1100                          SUPERSEDED SURVEY CONTROL
 FL1100
 FL1100  NGVD 29 (??/??/92) 1110.975  (m)         3644.92   (f) ADJ UNCH    1 2
 FL1100
 FL1100.Superseded values are not recommended for survey control.
 FL1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1100.See file dsdata.txt to determine how the superseded data were derived.
 FL1100
 FL1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD404930(NAD 83)
 FL1100_MARKER: DB = BENCH MARK DISK
 FL1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1100_STAMPING: B 1132 1958
 FL1100_MARK LOGO: CGS   
 FL1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1100+STABILITY: SURFACE MOTION
 FL1100
 FL1100  HISTORY     - Date     Condition        Report By
 FL1100  HISTORY     - 1958     MONUMENTED       CGS
 FL1100  HISTORY     - 1984     GOOD             NGS
 FL1100
 FL1100                          STATION DESCRIPTION
 FL1100
 FL1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1100'4.45 MI S FROM AMARILLO.
 FL1100'ABOUT 4.45 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1100'THE STATION AT AMARILLO, 16 TELEPHONE POLES SOUTH OF MILE POST 557,
 FL1100'102 FEET NORTHWEST OF THE CENTER LINE OF THE CROSSING OF FARM ROAD
 FL1100'1541, 52 FEET WEST OF THE NEAR RAIL OF THE MAIN TRACK, 69 FEET EAST OF
 FL1100'THE CENTER LINE OF FARM ROAD 1541, 5 FEET NORTH OF A TELEPHONE POLE, 2
 FL1100'FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE TRACK AND
 FL1100'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 FL1100
 FL1100                          STATION RECOVERY (1984)
 FL1100
 FL1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1100'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE=3
 FL1100'FEET NORTH OF A TELEPHONE POLE AND ADD=10.6 METERS (34.8 FT) NORTHWEST
 FL1100'OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1242 ***********************************************************************
 CS1242  DESIGNATION -  B 1134
 CS1242  PID         -  CS1242
 CS1242  STATE/COUNTY-  TX/DALLAS
 CS1242  USGS QUAD   -  IRVING (1981)
 CS1242
 CS1242                         *CURRENT SURVEY CONTROL
 CS1242  ___________________________________________________________________
 CS1242* NAD 83(1986)-  32 50 47.     (N)    096 53 41.     (W)     SCALED    
 CS1242* NAVD 88     -       132.708  (meters)     435.39   (feet)  ADJUSTED  
 CS1242  ___________________________________________________________________
 CS1242  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CS1242  DYNAMIC HT  -         132.557 (meters)     434.90  (feet)  COMP
 CS1242  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CS1242
 CS1242  VERT ORDER  -  FIRST     CLASS II
 CS1242
 CS1242.The horizontal coordinates were scaled from a topographic map and have
 CS1242.an estimated accuracy of +/- 6 seconds.
 CS1242
 CS1242.The orthometric height was determined by differential leveling
 CS1242.and adjusted by the National Geodetic Survey in June 1991..
 CS1242
 CS1242.The geoid height was determined by GEOID03.
 CS1242
 CS1242.The dynamic height is computed by dividing the NAVD 88
 CS1242.geopotential number by the normal gravity value computed on the
 CS1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1242.degrees latitude (g = 980.6199 gals.).
 CS1242
 CS1242.The modeled gravity was interpolated from observed gravity values.
 CS1242
 CS1242;                    North         East    Units  Estimated Accuracy
 CS1242;SPC TXNC     - 2,131,970.      750,250.      MT  (+/- 180 meters Scaled)
 CS1242
 CS1242                          SUPERSEDED SURVEY CONTROL
 CS1242
 CS1242  NGVD 29 (??/??/92)  132.722  (m)          435.44   (f) ADJ UNCH    1 2
 CS1242
 CS1242.Superseded values are not recommended for survey control.
 CS1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1242.See file dsdata.txt to determine how the superseded data were derived.
 CS1242
 CS1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB970362(NAD 83)
 CS1242_MARKER: DB = BENCH MARK DISK
 CS1242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1242_SP_SET: ABUTMENT
 CS1242_STAMPING: B 1134 1958
 CS1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1242
 CS1242  HISTORY     - Date     Condition        Report By
 CS1242  HISTORY     - 1958     MONUMENTED       CGS
 CS1242
 CS1242                          STATION DESCRIPTION
 CS1242
 CS1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CS1242'1.1 MI SW FROM DALLAS.
 CS1242'ABOUT 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 183, OR LOOP 12, FROM
 CS1242'THE TRAFFIC CIRCLE AT THE JUNCTION OF STATE HIGHWAY 114, 16 FEET
 CS1242'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 CS1242'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER ELM FORK
 CS1242'TRINITY RIVER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3401 ***********************************************************************
 CS3401  DESIGNATION -  B 1134 RESET
 CS3401  PID         -  CS3401
 CS3401  STATE/COUNTY-  TX/DALLAS
 CS3401  USGS QUAD   -  IRVING (1981)
 CS3401
 CS3401                         *CURRENT SURVEY CONTROL
 CS3401  ___________________________________________________________________
 CS3401* NAD 83(1986)-  32 50 47.     (N)    096 53 41.     (W)     SCALED    
 CS3401* NAVD 88     -       132.71   (meters)     435.4    (feet)  RESET     
 CS3401  ___________________________________________________________________
 CS3401  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CS3401
 CS3401  VERT ORDER  -  THIRD
 CS3401
 CS3401.The horizontal coordinates were scaled from a topographic map and have
 CS3401.an estimated accuracy of +/- 6 seconds.
 CS3401
 CS3401.The orthometric height was computed from unverified reset data.
 CS3401
 CS3401.The geoid height was determined by GEOID03.
 CS3401
 CS3401;                    North         East    Units  Estimated Accuracy
 CS3401;SPC TXNC     - 2,131,970.      750,250.      MT  (+/- 180 meters Scaled)
 CS3401
 CS3401                          SUPERSEDED SURVEY CONTROL
 CS3401
 CS3401  NGVD 29 (01/29/03)  132.73   (m)          435.5    (f) RESET       3  
 CS3401
 CS3401.Superseded values are not recommended for survey control.
 CS3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3401.See file dsdata.txt to determine how the superseded data were derived.
 CS3401
 CS3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB970362(NAD 83)
 CS3401_MARKER: DV = VERTICAL CONTROL DISK
 CS3401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS3401_SP_SET: ABUTMENT
 CS3401_STAMPING: B 1134 RESET 1981
 CS3401_MARK LOGO: NGS   
 CS3401_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3401+STABILITY: SURFACE MOTION
 CS3401
 CS3401  HISTORY     - Date     Condition        Report By
 CS3401  HISTORY     - 1981     MONUMENTED       TXHD
 CS3401
 CS3401                          STATION DESCRIPTION
 CS3401
 CS3401'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1981
 CS3401'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY SPUR 482, FORMERLY S.H. 183,
 CS3401'FROM THE JUNCTION WITH LOOP 12 AND S.H. LOOP 354, 16 FEET SOUTHEAST
 CS3401'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, IN THE TOP
 CS3401'OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF BRIDGE OVER THE ELM
 CS3401'FORK TRINITY RIVER, 1 FOOT ABOVE THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2441 ***********************************************************************
 AW2441  DESIGNATION -  B 1135
 AW2441  PID         -  AW2441
 AW2441  STATE/COUNTY-  TX/JEFFERSON
 AW2441  USGS QUAD   -  SOUTH OF STAR LAKE (1994)
 AW2441
 AW2441                         *CURRENT SURVEY CONTROL
 AW2441  ___________________________________________________________________
 AW2441* NAD 83(1986)-  29 37 24.     (N)    094 11 34.     (W)     SCALED    
 AW2441* NAVD 88     -         1.74   (+/-2cm)       5.7    (feet)  VERTCON   
 AW2441  ___________________________________________________________________
 AW2441  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW2441
 AW2441  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2441
 AW2441.The horizontal coordinates were scaled from a topographic map and have
 AW2441.an estimated accuracy of +/- 6 seconds.
 AW2441
 AW2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2441.The vertical order pertains to the NGVD 29 superseded value.
 AW2441
 AW2441.The geoid height was determined by GEOID03.
 AW2441
 AW2441;                    North         East    Units  Estimated Accuracy
 AW2441;SPC TXSC     - 4,207,950.    1,065,380.      MT  (+/- 180 meters Scaled)
 AW2441
 AW2441                          SUPERSEDED SURVEY CONTROL
 AW2441
 AW2441  NGVD 29 (??/??/92)    1.733  (m)            5.69   (f) ADJ UNCH    1 2
 AW2441
 AW2441.Superseded values are not recommended for survey control.
 AW2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2441.See file dsdata.txt to determine how the superseded data were derived.
 AW2441
 AW2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN845776(NAD 83)
 AW2441_MARKER: DB = BENCH MARK DISK
 AW2441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2441_SP_SET: 48 FT.
 AW2441_STAMPING: B 1135 1958
 AW2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2441
 AW2441  HISTORY     - Date     Condition        Report By
 AW2441  HISTORY     - 1958     MONUMENTED       CGS
 AW2441  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2441
 AW2441                          STATION DESCRIPTION
 AW2441
 AW2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2441'14.0 MI NE FROM HIGH ISLAND.
 AW2441'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2441'AT HIGH ISLAND, THENCE ABOUT 13.1 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2441'87, 39 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2
 AW2441'MILE NORTHEAST OF A SMALL CURVE IN THE HIGHWAY, 2 1/2 FEET NORTHWEST
 AW2441'OF A FENCE, 2 FEET NORTHWEST OF A METAL WITNESS POST, AND ON THE TOP
 AW2441'OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET
 AW2441'AND IS ENCASED IN A 6-INCH TILE PROJECTING 3 INCHES.
 AW2441
 AW2441                          STATION RECOVERY (2002)
 AW2441
 AW2441'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2443 ***********************************************************************
 AW2443  DESIGNATION -  B 1135 RESET 1962
 AW2443  PID         -  AW2443
 AW2443  STATE/COUNTY-  TX/JEFFERSON
 AW2443  USGS QUAD   -  SOUTH OF STAR LAKE (1994)
 AW2443
 AW2443                         *CURRENT SURVEY CONTROL
 AW2443  ___________________________________________________________________
 AW2443* NAD 83(1986)-  29 37 25.     (N)    094 11 32.     (W)     SCALED    
 AW2443* NAVD 88     -         2.09   (+/-2cm)       6.9    (feet)  VERTCON   
 AW2443  ___________________________________________________________________
 AW2443  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW2443
 AW2443  VERT ORDER  -  THIRD (See Below)
 AW2443
 AW2443.The horizontal coordinates were scaled from a topographic map and have
 AW2443.an estimated accuracy of +/- 6 seconds.
 AW2443
 AW2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2443.The vertical order pertains to the NGVD 29 superseded value.
 AW2443
 AW2443.The geoid height was determined by GEOID03.
 AW2443
 AW2443;                    North         East    Units  Estimated Accuracy
 AW2443;SPC TXSC     - 4,207,980.    1,065,440.      MT  (+/- 180 meters Scaled)
 AW2443
 AW2443                          SUPERSEDED SURVEY CONTROL
 AW2443
 AW2443  NGVD 29 (??/??/??)    2.08   (m)            6.8    (f) RESET       3  
 AW2443
 AW2443.Superseded values are not recommended for survey control.
 AW2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2443.See file dsdata.txt to determine how the superseded data were derived.
 AW2443
 AW2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN845776(NAD 83)
 AW2443_MARKER: DB = BENCH MARK DISK
 AW2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2443_STAMPING: B 1135 RESET 1962
 AW2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2443+STABILITY: SURFACE MOTION
 AW2443
 AW2443  HISTORY     - Date     Condition        Report By
 AW2443  HISTORY     - 1962     MONUMENTED       CGS
 AW2443  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2443
 AW2443                          STATION DESCRIPTION
 AW2443
 AW2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AW2443'0.9 MI SE FROM HIGH ISLAND.
 AW2443'0.9 MILE SOUTHEAST ON STATE HIGHWAY 124 FROM THE POST OFFICE IN HIGH
 AW2443'ISLAND, THENCE 13.2 MILES EAST AND NORTHEAST ON STATE HIGHWAY 87, 38
 AW2443'FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 87, 15 FEET
 AW2443'NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT-OF-WAY, 4 FEET SOUTHEAST FROM
 AW2443'WHERE THE HIGHGROUND BREAKS OFF AT THE MARSH, AND 1 FOOT SOUTHWEST OF
 AW2443'A METAL WITNESS POST.  A STANDARD BENCH MARK DISK STAMPED B 1135 RESET
 AW2443'1962, SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 2 INCHES.
 AW2443
 AW2443                          STATION RECOVERY (2002)
 AW2443
 AW2443'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1409 ***********************************************************************
 AW1409  DESIGNATION -  B 1136
 AW1409  PID         -  AW1409
 AW1409  STATE/COUNTY-  TX/CHAMBERS
 AW1409  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW1409
 AW1409                         *CURRENT SURVEY CONTROL
 AW1409  ___________________________________________________________________
 AW1409* NAD 83(1986)-  29 40 32.     (N)    094 28 05.     (W)     SCALED    
 AW1409* NAVD 88     -         2.11   (+/-2cm)       6.9    (feet)  VERTCON   
 AW1409  ___________________________________________________________________
 AW1409  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1409
 AW1409  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1409
 AW1409.The horizontal coordinates were scaled from a topographic map and have
 AW1409.an estimated accuracy of +/- 6 seconds.
 AW1409
 AW1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1409.The vertical order pertains to the NGVD 29 superseded value.
 AW1409
 AW1409.The geoid height was determined by GEOID03.
 AW1409
 AW1409;                    North         East    Units  Estimated Accuracy
 AW1409;SPC TXSC     - 4,212,670.    1,038,520.      MT  (+/- 180 meters Scaled)
 AW1409
 AW1409                          SUPERSEDED SURVEY CONTROL
 AW1409
 AW1409  NGVD 29 (??/??/92)    2.111  (m)            6.93   (f) ADJ UNCH    1 2
 AW1409
 AW1409.Superseded values are not recommended for survey control.
 AW1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1409.See file dsdata.txt to determine how the superseded data were derived.
 AW1409
 AW1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN579837(NAD 83)
 AW1409_MARKER: DB = BENCH MARK DISK
 AW1409_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1409_SP_SET: 48 FT.
 AW1409_STAMPING: B 1136 1958
 AW1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1409
 AW1409  HISTORY     - Date     Condition        Report By
 AW1409  HISTORY     - 1958     MONUMENTED       CGS
 AW1409  HISTORY     - 1978     GOOD             NGS
 AW1409  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW1409  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1409  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1409  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW1409
 AW1409                          STATION DESCRIPTION
 AW1409
 AW1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1409'13.9 MI SW FROM STOWELL.
 AW1409'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE AT
 AW1409'STOWELL, THENCE ABOUT 5.7 MILES WEST ALONG FARM ROAD 1985, ACROSS THE
 AW1409'ROAD FROM A SMALL BUILDING, 51 FEET SOUTH OF THE CENTER LINE OF THE
 AW1409'ROAD, 137 1/2 FEET EAST OF POWER POLE 833, 11 FEET WEST OF THE CENTER
 AW1409'LINE OF A WOODEN GATE, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A
 AW1409'CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 AW1409'ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH
 AW1409'OF 48 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 AW1409
 AW1409                          STATION RECOVERY (1978)
 AW1409
 AW1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1409'RECOVERED IN GOOD CONDITION.
 AW1409
 AW1409                          STATION RECOVERY (1996)
 AW1409
 AW1409'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1409'MARK NOT FOUND.
 AW1409
 AW1409                          STATION RECOVERY (2001)
 AW1409
 AW1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1409'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1409
 AW1409                          STATION RECOVERY (2004)
 AW1409
 AW1409'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1409'MARK NOT FOUND.
 AW1409
 AW1409                          STATION RECOVERY (2005)
 AW1409
 AW1409'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1432 ***********************************************************************
 AW1432  DESIGNATION -  B 1139
 AW1432  PID         -  AW1432
 AW1432  STATE/COUNTY-  TX/CHAMBERS
 AW1432  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW1432
 AW1432                         *CURRENT SURVEY CONTROL
 AW1432  ___________________________________________________________________
 AW1432* NAD 83(1986)-  29 35 19.     (N)    094 41 02.     (W)     SCALED    
 AW1432* NAVD 88     -         3.09   (+/-2cm)      10.1    (feet)  VERTCON   
 AW1432  ___________________________________________________________________
 AW1432  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW1432  OBS GRAVITY -     979,277.0   (mgal)                       GRAV_OBS
 AW1432
 AW1432  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1432
 AW1432.The horizontal coordinates were scaled from a topographic map and have
 AW1432.an estimated accuracy of +/- 6 seconds.
 AW1432
 AW1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1432.The vertical order pertains to the NGVD 29 superseded value.
 AW1432
 AW1432.The geoid height was determined by GEOID03.
 AW1432.The observed gravity was obtained from relative gravimeter ties
 AW1432.to the IGSN71 gravity network.
 AW1432
 AW1432;                    North         East    Units  Estimated Accuracy
 AW1432;SPC TXSC     - 4,202,250.    1,018,000.      MT  (+/- 180 meters Scaled)
 AW1432
 AW1432                          SUPERSEDED SURVEY CONTROL
 AW1432
 AW1432  NGVD 29 (??/??/92)    3.094  (m)           10.15   (f) ADJ UNCH    1 2
 AW1432
 AW1432.Superseded values are not recommended for survey control.
 AW1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1432.See file dsdata.txt to determine how the superseded data were derived.
 AW1432
 AW1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN369743(NAD 83)
 AW1432_MARKER: DB = BENCH MARK DISK
 AW1432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1432_SP_SET: CULVERT
 AW1432_STAMPING: B 1139 1959
 AW1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1432+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1432
 AW1432  HISTORY     - Date     Condition        Report By
 AW1432  HISTORY     - 1959     MONUMENTED       CGS
 AW1432  HISTORY     - 1973     GOOD             NGS
 AW1432  HISTORY     - 1978     GOOD             NGS
 AW1432  HISTORY     - 1990     GOOD             USPSQD
 AW1432  HISTORY     - 19970125 GOOD             USPSQD
 AW1432  HISTORY     - 20010331 GOOD             NGS
 AW1432  HISTORY     - 20020614 GOOD             USPSQD
 AW1432  HISTORY     - 20040308 GOOD             USPSQD
 AW1432  HISTORY     - 20050314 GOOD             USPSQD
 AW1432
 AW1432                          STATION DESCRIPTION
 AW1432
 AW1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1432'6.0 MI NE FROM SMITH POINT.
 AW1432'ABOUT 6.0 MILES NORTHEAST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1432'GROCERY STORE AT SMITH POINT, ABOUT 0.15 MILE SOUTHWEST OF THE
 AW1432'JUNCTION OF THE ROAD AND A SHELL ROAD LEADING SOUTHEAST, 18 FEET
 AW1432'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 70 FEET NORTHWEST OF PIPE
 AW1432'LINE MARKER NO. 422, SET IN THE TOP OF THE CENTER OF THE SOUTHEAST
 AW1432'HEADWALL FOR A DOUBLE PIPE CULVERT UNDER THE ROAD AND 1 FOOT BELOW THE
 AW1432'LEVEL OF THE ROAD.
 AW1432
 AW1432                          STATION RECOVERY (1978)
 AW1432
 AW1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1432'RECOVERED IN GOOD CONDITION.
 AW1432
 AW1432                          STATION RECOVERY (1990)
 AW1432
 AW1432'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1432'RECOVERED IN GOOD CONDITION.
 AW1432
 AW1432                          STATION RECOVERY (1997)
 AW1432
 AW1432'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1432'RECOVERED IN GOOD CONDITION.
 AW1432
 AW1432                          STATION RECOVERY (2001)
 AW1432
 AW1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1432'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 AW1432
 AW1432                          STATION RECOVERY (2002)
 AW1432
 AW1432'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW1432'RECOVERED IN GOOD CONDITION.
 AW1432
 AW1432                          STATION RECOVERY (2004)
 AW1432
 AW1432'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1432'RECOVERED IN GOOD CONDITION.
 AW1432
 AW1432                          STATION RECOVERY (2005)
 AW1432
 AW1432'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0294 ***********************************************************************
 EM0294  DESIGNATION -  B 114
 EM0294  PID         -  EM0294
 EM0294  STATE/COUNTY-  TX/WILBARGER
 EM0294  USGS QUAD   -  OKLAUNION (1985)
 EM0294
 EM0294                         *CURRENT SURVEY CONTROL
 EM0294  ___________________________________________________________________
 EM0294* NAD 83(1986)-  34 08 46.     (N)    099 12 59.     (W)     SCALED    
 EM0294* NAVD 88     -       365.183  (meters)    1198.10   (feet)  ADJUSTED  
 EM0294  ___________________________________________________________________
 EM0294  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 EM0294  DYNAMIC HT  -         364.774 (meters)    1196.76  (feet)  COMP
 EM0294  MODELED GRAV-     979,504.5   (mgal)                       NAVD 88
 EM0294
 EM0294  VERT ORDER  -  FIRST     CLASS II
 EM0294
 EM0294.The horizontal coordinates were scaled from a topographic map and have
 EM0294.an estimated accuracy of +/- 6 seconds.
 EM0294
 EM0294.The orthometric height was determined by differential leveling
 EM0294.and adjusted by the National Geodetic Survey in June 1991..
 EM0294
 EM0294.The geoid height was determined by GEOID03.
 EM0294
 EM0294.The dynamic height is computed by dividing the NAVD 88
 EM0294.geopotential number by the normal gravity value computed on the
 EM0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0294.degrees latitude (g = 980.6199 gals.).
 EM0294
 EM0294.The modeled gravity was interpolated from observed gravity values.
 EM0294
 EM0294;                    North         East    Units  Estimated Accuracy
 EM0294;SPC TXNC     - 2,275,190.      533,930.      MT  (+/- 180 meters Scaled)
 EM0294
 EM0294                          SUPERSEDED SURVEY CONTROL
 EM0294
 EM0294  NGVD 29 (??/??/92)  365.050  (m)         1197.67   (f) ADJ UNCH    1 2
 EM0294
 EM0294.Superseded values are not recommended for survey control.
 EM0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0294.See file dsdata.txt to determine how the superseded data were derived.
 EM0294
 EM0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC800783(NAD 83)
 EM0294_MARKER: DB = BENCH MARK DISK
 EM0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0294_SP_SET: ABUTMENT
 EM0294_STAMPING: 1197.668 B 114 1933
 EM0294_MARK LOGO: CGS   
 EM0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0294
 EM0294  HISTORY     - Date     Condition        Report By
 EM0294  HISTORY     - 1933     MONUMENTED       CGS
 EM0294  HISTORY     - 1957     GOOD             NGS
 EM0294  HISTORY     - 1984     GOOD             NGS
 EM0294
 EM0294                          STATION DESCRIPTION
 EM0294
 EM0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0294'4.1 MI E FROM VERNON.
 EM0294'4.1 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0294'VERNON, WILBARGER COUNTY,AT BRILDGE 159.3, AND ON THE ORTH SIDE OF THE
 EM0294'WEST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED 1197.668 B 114 1933.
 EM0294
 EM0294                          STATION RECOVERY (1984)
 EM0294
 EM0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0294'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.6 KM (4.1
 EM0294'MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 EM0294'STATION IN VERNON, IN THE NORTHEAST END OF THE NORTHWEST CONCRETE
 EM0294'ABUTMENT OF BRIDGE NUMBER 159.30, 0.5 KM (0.3 MI) SOUTHEAST OF
 EM0294'MILEPOST 159, 1.6 METERS (5.2 FT) NORTHEAST OF THE NEAR RAIL, AND
 EM0294'0.8 METER (2.6 FT) SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 EM0294'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0288 ***********************************************************************
 AH0288  DESIGNATION -  B 1141
 AH0288  PID         -  AH0288
 AH0288  STATE/COUNTY-  TX/NUECES
 AH0288  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0288
 AH0288                         *CURRENT SURVEY CONTROL
 AH0288  ___________________________________________________________________
 AH0288* NAD 83(1986)-  27 48 56.     (N)    097 24 18.     (W)     SCALED    
 AH0288* NAVD 88     -         2.984  (meters)       9.79   (feet)  ADJUSTED  
 AH0288  ___________________________________________________________________
 AH0288  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH0288  DYNAMIC HT  -           2.979 (meters)       9.77  (feet)  COMP
 AH0288  MODELED GRAV-     979,129.3   (mgal)                       NAVD 88
 AH0288
 AH0288  VERT ORDER  -  FIRST     CLASS II
 AH0288
 AH0288.The horizontal coordinates were scaled from a topographic map and have
 AH0288.an estimated accuracy of +/- 6 seconds.
 AH0288
 AH0288.The orthometric height was determined by differential leveling
 AH0288.and adjusted by the National Geodetic Survey in June 1991..
 AH0288
 AH0288.The geoid height was determined by GEOID03.
 AH0288
 AH0288.The dynamic height is computed by dividing the NAVD 88
 AH0288.geopotential number by the normal gravity value computed on the
 AH0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0288.degrees latitude (g = 980.6199 gals.).
 AH0288
 AH0288.The modeled gravity was interpolated from observed gravity values.
 AH0288
 AH0288;                    North         East    Units  Estimated Accuracy
 AH0288;SPC TX S     - 5,238,560.      407,890.      MT  (+/- 180 meters Scaled)
 AH0288
 AH0288                          SUPERSEDED SURVEY CONTROL
 AH0288
 AH0288  NGVD 29 (??/??/92)    3.174  (m)           10.41   (f) ADJ UNCH    1 2
 AH0288
 AH0288.Superseded values are not recommended for survey control.
 AH0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0288.See file dsdata.txt to determine how the superseded data were derived.
 AH0288
 AH0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR571777(NAD 83)
 AH0288_MARKER: DB = BENCH MARK DISK
 AH0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0288_SP_SET: BASE
 AH0288_STAMPING: B 1141 1959
 AH0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0288
 AH0288  HISTORY     - Date     Condition        Report By
 AH0288  HISTORY     - 1959     MONUMENTED       CGS
 AH0288  HISTORY     - 1976     GOOD             LOCENG
 AH0288  HISTORY     - 1989     GOOD             USPSQD
 AH0288  HISTORY     - 19910709 GOOD             USPSQD
 AH0288
 AH0288                          STATION DESCRIPTION
 AH0288
 AH0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0288'0.75 MI W FROM CORPUS CHRISTI.
 AH0288'ABOUT 0.75 MILE WEST ALONG NAVIGATION BOULEVARD FROM THE FIRST SET OF
 AH0288'PIERS NORTH OF THE CORPUS CHRISTI SHIP CHANNEL OF THE HIGH BRIDGE, AT
 AH0288'THE U. S. COAST GUARD DEPOT, IN THE TOP OF THE NORTHEAST CORNER OF THE
 AH0288'CONCRETE BASE OF AN AIR COMPRESSOR TANK, 38 FEET WEST OF THE NORTHEAST
 AH0288'CORNER OF A BRICK BUILDING, 25 FEET SOUTH OF A FENCE, AND ABOUT 1 FOOT
 AH0288'ABOVE THE LEVEL OF THE CEMENT SLAB ON THE NORTH SIDE OF THE COAST
 AH0288'GUARD BUILDING.
 AH0288
 AH0288                          STATION RECOVERY (1976)
 AH0288
 AH0288'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 AH0288'RECOVERED IN GOOD CONDITION.
 AH0288
 AH0288                          STATION RECOVERY (1989)
 AH0288
 AH0288'RECOVERY NOTE BY US POWER SQUADRON 1989 (BK)
 AH0288'RECOVERED IN GOOD CONDITION.
 AH0288
 AH0288                          STATION RECOVERY (1991)
 AH0288
 AH0288'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0279 ***********************************************************************
 AH0279  DESIGNATION -  B 1142
 AH0279  PID         -  AH0279
 AH0279  STATE/COUNTY-  TX/SAN PATRICIO
 AH0279  USGS QUAD   -  GREGORY (1975)
 AH0279
 AH0279                         *CURRENT SURVEY CONTROL
 AH0279  ___________________________________________________________________
 AH0279* NAD 83(1986)-  27 53 15.     (N)    097 20 48.     (W)     SCALED    
 AH0279* NAVD 88     -        11.597  (meters)      38.05   (feet)  ADJUSTED  
 AH0279  ___________________________________________________________________
 AH0279  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH0279  DYNAMIC HT  -          11.580 (meters)      37.99  (feet)  COMP
 AH0279  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 AH0279
 AH0279  VERT ORDER  -  FIRST     CLASS II
 AH0279
 AH0279.The horizontal coordinates were scaled from a topographic map and have
 AH0279.an estimated accuracy of +/- 6 seconds.
 AH0279
 AH0279.The orthometric height was determined by differential leveling
 AH0279.and adjusted by the National Geodetic Survey in June 1991..
 AH0279
 AH0279.The geoid height was determined by GEOID03.
 AH0279
 AH0279.The dynamic height is computed by dividing the NAVD 88
 AH0279.geopotential number by the normal gravity value computed on the
 AH0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0279.degrees latitude (g = 980.6199 gals.).
 AH0279
 AH0279.The modeled gravity was interpolated from observed gravity values.
 AH0279
 AH0279;                    North         East    Units  Estimated Accuracy
 AH0279;SPC TX S     - 5,246,580.      413,560.      MT  (+/- 180 meters Scaled)
 AH0279
 AH0279                          SUPERSEDED SURVEY CONTROL
 AH0279
 AH0279  NGVD 29 (??/??/92)   11.787  (m)           38.67   (f) ADJ UNCH    1 2
 AH0279
 AH0279.Superseded values are not recommended for survey control.
 AH0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0279.See file dsdata.txt to determine how the superseded data were derived.
 AH0279
 AH0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR627858(NAD 83)
 AH0279_MARKER: DB = BENCH MARK DISK
 AH0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0279_SP_SET: FOUNDATION
 AH0279_STAMPING: B 1142 1959
 AH0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0279
 AH0279  HISTORY     - Date     Condition        Report By
 AH0279  HISTORY     - 1959     MONUMENTED       CGS
 AH0279  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0279
 AH0279                          STATION DESCRIPTION
 AH0279
 AH0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0279'2.65 MI NW FROM PORTLAND.
 AH0279'ABOUT 0.25 MILE NORTH ALONG HOUSTON STREET FROM THE POSTOFFICE AT
 AH0279'PORTLAND, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG U. S. HIGHWAY 181,
 AH0279'THENCE ABOUT 1.95 MILES NORTHWEST ALONG FARM ROAD 893, THENCE ABOUT
 AH0279'0.25 MILE SOUTH ALONG AIRPORT ROAD, AT THE HUNT AIRPORT, IN THE TOP OF
 AH0279'THE CONCRETE FOUNDATION OF THE NORTHWEST CORNER OF THE MOST
 AH0279'NORTHEASTERLY HANGAR, AND ABOUT LEVEL WITH THE GROUND.
 AH0279
 AH0279                          STATION RECOVERY (1984)
 AH0279
 AH0279'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2889 ***********************************************************************
 AW2889  DESIGNATION -  B 1143
 AW2889  PID         -  AW2889
 AW2889  STATE/COUNTY-  TX/LIBERTY
 AW2889  USGS QUAD   -  MOSS BLUFF (1993)
 AW2889
 AW2889                         *CURRENT SURVEY CONTROL
 AW2889  ___________________________________________________________________
 AW2889* NAD 83(1986)-  29 53 30.     (N)    094 48 50.     (W)     SCALED    
 AW2889* NAVD 88     -        10.84   (+/-2cm)      35.6    (feet)  VERTCON   
 AW2889  ___________________________________________________________________
 AW2889  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW2889
 AW2889  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2889
 AW2889.The horizontal coordinates were scaled from a topographic map and have
 AW2889.an estimated accuracy of +/- 6 seconds.
 AW2889
 AW2889.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2889.The vertical order pertains to the NGVD 29 superseded value.
 AW2889
 AW2889.The geoid height was determined by GEOID03.
 AW2889
 AW2889;                    North         East    Units  Estimated Accuracy
 AW2889;SPC TX C     - 3,038,170.    1,232,950.      MT  (+/- 180 meters Scaled)
 AW2889
 AW2889                          SUPERSEDED SURVEY CONTROL
 AW2889
 AW2889  NGVD 29 (??/??/92)   10.846  (m)           35.58   (f) ADJ UNCH    1 2
 AW2889
 AW2889.Superseded values are not recommended for survey control.
 AW2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2889.See file dsdata.txt to determine how the superseded data were derived.
 AW2889
 AW2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP248081(NAD 83)
 AW2889_MARKER: DB = BENCH MARK DISK
 AW2889_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2889_SP_SET: 46 1/2 FEET
 AW2889_STAMPING: B 1143 1959
 AW2889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2889+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 AW2889
 AW2889  HISTORY     - Date     Condition        Report By
 AW2889  HISTORY     - 1959     MONUMENTED       CGS
 AW2889  HISTORY     - 1963     GOOD             NGS
 AW2889  HISTORY     - 1990     GOOD             USPSQD
 AW2889  HISTORY     - 20040315 GOOD             USPSQD
 AW2889
 AW2889                          STATION DESCRIPTION
 AW2889
 AW2889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW2889'5.75 MI N FROM COVE.
 AW2889'ABOUT 3.6 MILES NORTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE
 AW2889'HIGHWAY 10 OVERPASS AT COVE, THENCE 2.15 MILES NORTHEAST ALONG FARM
 AW2889'ROAD 1409, 0.3 MILE NORTH OF THE CHAMBERS-LIBERTY COUNTY LINE, 0.15
 AW2889'MILE NORTH OF A BRICK CHURCH, 40 1/2 FEET EAST OF THE CENTER LINE OF
 AW2889'THE ROAD, 64 FEET SOUTH OF A POLE BEARING A TRANSFORMER, 14 FEET SOUTH
 AW2889'OF THE CENTER OF A GATE, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF
 AW2889'A METAL WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 AW2889'ROD THAT IS DRIVEN TO A DEPTH OF 46 1/2 FEET AND IS ENCASED IN A
 AW2889'6-INCH TILE THAT PROJECTS 6 INCHES.
 AW2889
 AW2889                          STATION RECOVERY (1990)
 AW2889
 AW2889'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2889'RECOVERED IN GOOD CONDITION.
 AW2889
 AW2889                          STATION RECOVERY (2004)
 AW2889
 AW2889'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3313 ***********************************************************************
 AW3313  DESIGNATION -  B 1145
 AW3313  PID         -  AW3313
 AW3313  STATE/COUNTY-  TX/HARRIS
 AW3313  USGS QUAD   -  FRIENDSWOOD (1995)
 AW3313
 AW3313                         *CURRENT SURVEY CONTROL
 AW3313  ___________________________________________________________________
 AW3313* NAD 83(1986)-  29 35 01.     (N)    095 09 56.     (W)     SCALED    
 AW3313* NAVD 88     -         9.16   (+/-2cm)      30.1    (feet)  VERTCON   
 AW3313  ___________________________________________________________________
 AW3313  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW3313
 AW3313  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3313
 AW3313.The horizontal coordinates were scaled from a topographic map and have
 AW3313.an estimated accuracy of +/- 6 seconds.
 AW3313
 AW3313.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3313.The vertical order pertains to the NGVD 29 superseded value.
 AW3313
 AW3313.The geoid height was determined by GEOID03.
 AW3313
 AW3313;                    North         East    Units  Estimated Accuracy
 AW3313;SPC TXSC     - 4,200,070.      971,390.      MT  (+/- 180 meters Scaled)
 AW3313
 AW3313                          SUPERSEDED SURVEY CONTROL
 AW3313
 AW3313  NGVD 29 (??/??/92)    9.155  (m)           30.04   (f) ADJ UNCH    1 2
 AW3313
 AW3313.Superseded values are not recommended for survey control.
 AW3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3313.See file dsdata.txt to determine how the superseded data were derived.
 AW3313
 AW3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN902746(NAD 83)
 AW3313_MARKER: DB = BENCH MARK DISK
 AW3313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3313_SP_SET: WELL CASING
 AW3313_STAMPING: B 1145 1959
 AW3313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3313
 AW3313  HISTORY     - Date     Condition        Report By
 AW3313  HISTORY     - 1959     MONUMENTED       CGS
 AW3313  HISTORY     - 1964     GOOD             NGS
 AW3313  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3313
 AW3313                          STATION DESCRIPTION
 AW3313
 AW3313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3313'4.45 MI NW FROM WEBSTER.
 AW3313'ABOUT 4.15 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW3313'RAILROAD FROM THE POST OFFICE AT WEBSTER, THENCE 0.3 MILE SOUTHWEST
 AW3313'ACROSS PASTURE LAND, ABOUT 0.45 MILE SOUTHEAST OF A GROUP OF 3 STORAGE
 AW3313'TANKS, ABOUT 0.5 MILE SOUTHEAST OF A METAL WINDMILL AND A WATER TANK,
 AW3313'ABOUT 0.1 MILE EAST OF WELL B NO. 30 HUMBLE-WEST FEE, ABOUT 147 YARDS
 AW3313'SOUTHEAST OF THE CENTER LINE OF AN ABANDONED DIRT ROAD, 102 FEET
 AW3313'NORTHEAST OF THE NORTHEAST EDGE OF A SLUSH PIT, A DISK CEMENTED ON THE
 AW3313'TOP OF A 9 5/8-INCH WELL CASING AT ABANDONED WELL B NO. 36 HUMBLE-WEST
 AW3313'FEE WHICH IS 6,000 FEET DEEP, AND PROJECTING ABOUT 6 INCHES ABOVE THE
 AW3313'GROUND.  NOTE-- THIS MARK IS ON PRIVATE PROPERTY AND IS NOT FOR
 AW3313'PUBLICATION.
 AW3313
 AW3313                          STATION RECOVERY (1973)
 AW3313
 AW3313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1665 ***********************************************************************
 AW1665  DESIGNATION -  B 1146
 AW1665  PID         -  AW1665
 AW1665  STATE/COUNTY-  TX/CHAMBERS
 AW1665  USGS QUAD   -  COVE (1993)
 AW1665
 AW1665                         *CURRENT SURVEY CONTROL
 AW1665  ___________________________________________________________________
 AW1665* NAD 83(1986)-  29 45 54.     (N)    094 51 24.     (W)     SCALED    
 AW1665* NAVD 88     -         9.70   (+/-2cm)      31.8    (feet)  VERTCON   
 AW1665  ___________________________________________________________________
 AW1665  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW1665  OBS GRAVITY -     979,286.9   (mgal)                       GRAV_OBS
 AW1665
 AW1665  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1665
 AW1665.The horizontal coordinates were scaled from a topographic map and have
 AW1665.an estimated accuracy of +/- 6 seconds.
 AW1665
 AW1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1665.The vertical order pertains to the NGVD 29 superseded value.
 AW1665
 AW1665.The geoid height was determined by GEOID03.
 AW1665.The observed gravity was obtained from relative gravimeter ties
 AW1665.to the IGSN71 gravity network.
 AW1665
 AW1665;                    North         East    Units  Estimated Accuracy
 AW1665;SPC TXSC     - 4,221,180.    1,000,590.      MT  (+/- 180 meters Scaled)
 AW1665
 AW1665                          SUPERSEDED SURVEY CONTROL
 AW1665
 AW1665  NGVD 29 (??/??/92)    9.700  (m)           31.82   (f) ADJ UNCH    1 2
 AW1665
 AW1665.Superseded values are not recommended for survey control.
 AW1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1665.See file dsdata.txt to determine how the superseded data were derived.
 AW1665
 AW1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN204941(NAD 83)
 AW1665_MARKER: DB = BENCH MARK DISK
 AW1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1665_STAMPING: B 1146 1959
 AW1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1665+STABILITY: SURFACE MOTION
 AW1665
 AW1665  HISTORY     - Date     Condition        Report By
 AW1665  HISTORY     - 1959     MONUMENTED       CGS
 AW1665  HISTORY     - 1973     GOOD             NGS
 AW1665  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1665  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1665  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1665  HISTORY     - 19890424 GOOD             USPSQD
 AW1665  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1665  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW1665  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1665  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW1665  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 AW1665
 AW1665                          STATION DESCRIPTION
 AW1665
 AW1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1665'6.85 MI SW FROM COVE.
 AW1665'ABOUT 5.15 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE I-10 OVERPASS
 AW1665'AT COVE, THENCE 1.1 MILES SOUTH ALONG FARM ROAD 2354, AT THE JUNCTION
 AW1665'WITH A SHELL ROAD LEADING EAST, 59 FEET EAST OF THE CENTER LINE OF FM
 AW1665'ROAD 2354, 123 FEET SOUTH OF AND ACROSS FROM SHELL RD. FROM A BRACED
 AW1665'POWER POLE, 55 FEET SOUTHWEST OF THE CENTER LINE OF SHELL RD., 1 1/2
 AW1665'FEET WEST OF A FENCE, 1 1/2 FEET NORTH OF A METAL WITNESS POST, ABOUT
 AW1665'LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 AW1665'INCHES.
 AW1665
 AW1665                          STATION RECOVERY (1978)
 AW1665
 AW1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1665'NOT RECOVERED
 AW1665
 AW1665                          STATION RECOVERY (1988)
 AW1665
 AW1665'RECOVERY NOTE BY US POWER SQUADRON 1988 (KK)
 AW1665'MARK NOT FOUND.
 AW1665
 AW1665                          STATION RECOVERY (1988)
 AW1665
 AW1665'RECOVERY NOTE BY US POWER SQUADRON 1988 (USP)
 AW1665'MARK NOT FOUND.
 AW1665
 AW1665                          STATION RECOVERY (1989)
 AW1665
 AW1665'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1665'RECOVERED IN GOOD CONDITION.
 AW1665
 AW1665                          STATION RECOVERY (1990)
 AW1665
 AW1665'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW1665'MARK NOT FOUND.
 AW1665
 AW1665                          STATION RECOVERY (1996)
 AW1665
 AW1665'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1665'MARK NOT FOUND.
 AW1665
 AW1665                          STATION RECOVERY (2001)
 AW1665
 AW1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1665'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1665
 AW1665                          STATION RECOVERY (2004)
 AW1665
 AW1665'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1665'MARK NOT FOUND.
 AW1665
 AW1665                          STATION RECOVERY (2005)
 AW1665
 AW1665'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW1665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1723 ***********************************************************************
 AW1723  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1723  DESIGNATION -  B 1147
 AW1723  PID         -  AW1723
 AW1723  STATE/COUNTY-  TX/HARRIS
 AW1723  USGS QUAD   -  PASADENA (1995)
 AW1723
 AW1723                         *CURRENT SURVEY CONTROL
 AW1723  ___________________________________________________________________
 AW1723* NAD 83(1993)-  29 42 42.36332(N)    095 09 36.75472(W)     ADJUSTED  
 AW1723* NAVD 88     -         8.32   (meters)      27.3    (feet)  GPS OBS   
 AW1723  ___________________________________________________________________
 AW1723  X           -    -498,645.712 (meters)                     COMP
 AW1723  Y           -  -5,521,676.002 (meters)                     COMP
 AW1723  Z           -   3,142,654.313 (meters)                     COMP
 AW1723  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AW1723  ELLIP HEIGHT-         -18.87  (meters)          (12/03/01) GPS OBS
 AW1723  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1723  DYNAMIC HT  -           8.31  (meters)      27.3   (feet)  COMP
 AW1723  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 AW1723  OBS GRAVITY -     979,286.5   (mgal)                       GRAV_OBS
 AW1723
 AW1723  HORZ ORDER  -  FIRST
 AW1723  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1723  ELLP ORDER  -  FOURTH    CLASS II
 AW1723
 AW1723.The horizontal coordinates were established by GPS observations
 AW1723.and adjusted by the National Geodetic Survey in December 2001..
 AW1723
 AW1723.The orthometric height was determined by GPS observations and a
 AW1723.high-resolution geoid model using precise GPS observation and
 AW1723.processing techniques. It supersedes the leveled height previously
 AW1723.determined for this station.
 AW1723.The vertical order pertains to the first NAVD 88 superseded value.
 AW1723
 AW1723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1723
 AW1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1723
 AW1723.The ellipsoidal height was determined by GPS observations
 AW1723.and is referenced to NAD 83.
 AW1723
 AW1723.The geoid height was determined by GEOID03.
 AW1723
 AW1723.The dynamic height is computed by dividing the NAVD 88
 AW1723.geopotential number by the normal gravity value computed on the
 AW1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1723.degrees latitude (g = 980.6199 gals.).
 AW1723
 AW1723.The modeled gravity was interpolated from observed gravity values.
 AW1723.The observed gravity was obtained from relative gravimeter ties
 AW1723.to the IGSN71 gravity network.
 AW1723
 AW1723;                    North         East     Units Scale Factor Converg.
 AW1723;SPC TXSC     - 4,214,279.726   971,443.488   MT  0.99988480   +1 52 52.2
 AW1723;SPC TXSC     -13,826,349.40  3,187,144.18   sFT  0.99988480   +1 52 52.2
 AW1723;UTM  15      - 3,288,800.670   291,027.963   MT  1.00013884   -1 04 15.8
 AW1723
 AW1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1723!SPC TXSC     -   1.00000296  x   0.99988480  =   0.99988776
 AW1723!UTM  15      -   1.00000296  x   1.00013884  =   1.00014180
 AW1723
 AW1723|---------------------------------------------------------------------|
 AW1723| PID    Reference Object                     Distance      Geod. Az  |
 AW1723|                                                           dddmmss.s |
 AW1723| AW5671 HGCSD 41                            203.605 METERS 15108     |
 AW1723|---------------------------------------------------------------------|
 AW1723
 AW1723                          SUPERSEDED SURVEY CONTROL
 AW1723
 AW1723  ELLIP H (10/25/00)  -18.90   (m)                       GP(       ) 4 1
 AW1723  NAD 83(1993)-  29 42 42.36393(N)    095 09 36.75329(W) AD(       ) 1
 AW1723  ELLIP H (10/17/96)  -18.78   (m)                       GP(       ) 3 1
 AW1723  NAVD 88 (06/15/91)    8.264  (m)           27.11   (f) ADJUSTED    1 1
 AW1723  NGVD 29 (12/23/87)    8.261  (m)           27.10   (f) ADJUSTED    1 1
 AW1723
 AW1723.Superseded values are not recommended for survey control.
 AW1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1723.See file dsdata.txt to determine how the superseded data were derived.
 AW1723
 AW1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9102888801(NAD 83)
 AW1723_MARKER: DB = BENCH MARK DISK
 AW1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1723_SP_SET: CONCRETE POST
 AW1723_STAMPING: B 1147 1959
 AW1723_MARK LOGO: CGS   
 AW1723_PROJECTION: RECESSED 5 CENTIMETERS
 AW1723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1723+STABILITY: SURFACE MOTION
 AW1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1723+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1723
 AW1723  HISTORY     - Date     Condition        Report By
 AW1723  HISTORY     - 1959     MONUMENTED       CGS
 AW1723  HISTORY     - 1973     GOOD             NGS
 AW1723  HISTORY     - 1976     GOOD             NGS
 AW1723  HISTORY     - 1976     GOOD             NGS
 AW1723  HISTORY     - 1978     GOOD             DOD
 AW1723  HISTORY     - 1978     GOOD             NGS
 AW1723  HISTORY     - 1983     GOOD             NGS
 AW1723  HISTORY     - 1986     GOOD             NGS
 AW1723  HISTORY     - 1987     GOOD             USPSQD
 AW1723  HISTORY     - 1987     GOOD             USPSQD
 AW1723  HISTORY     - 1987     GOOD             USPSQD
 AW1723  HISTORY     - 1987     GOOD             USPSQD
 AW1723  HISTORY     - 1987     GOOD             USPSQD
 AW1723  HISTORY     - 1987     GOOD             USPSQD
 AW1723  HISTORY     - 1987     GOOD             USPSQD
 AW1723  HISTORY     - 1987     GOOD             USPSQD
 AW1723  HISTORY     - 1987     GOOD             USPSQD
 AW1723  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1723  HISTORY     - 1988     GOOD             USPSQD
 AW1723  HISTORY     - 1988     GOOD             USPSQD
 AW1723  HISTORY     - 1988     GOOD             USPSQD
 AW1723  HISTORY     - 1988     GOOD             USPSQD
 AW1723  HISTORY     - 1988     GOOD             USPSQD
 AW1723  HISTORY     - 1988     GOOD             USPSQD
 AW1723  HISTORY     - 1989     GOOD             USPSQD
 AW1723  HISTORY     - 1989     GOOD             USPSQD
 AW1723  HISTORY     - 1989     GOOD             USPSQD
 AW1723  HISTORY     - 1990     GOOD             USPSQD
 AW1723  HISTORY     - 1990     GOOD             USPSQD
 AW1723  HISTORY     - 19950321 GOOD             HGCSD
 AW1723  HISTORY     - 20020312 GOOD             USPSQD
 AW1723  HISTORY     - 20020312 GOOD             USPSQD
 AW1723  HISTORY     - 20040505 GOOD             USPSQD
 AW1723  HISTORY     - 20050705 GOOD             USPSQD
 AW1723
 AW1723                          STATION DESCRIPTION
 AW1723
 AW1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1723'3 MI W FROM DEER PARK.
 AW1723'ABOUT 0.85 MILE NORTH ALONG CENTER ST. FROM THE CITY HALL AT DEER
 AW1723'PARK, THENCE 2.15 MILES WEST ALONG STATE HIGHWAY 225, ABOUT 129 FEET
 AW1723'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET EAST OF THE CENTER
 AW1723'LINE OF A DRIVE LEADING SOUTH TO THE PASADENA DISPOSAL PLANT AND DOG
 AW1723'POUND, 32 FEET SOUTH OF THE CENTER LINE OF THE FUTURE SERVICE ROAD OF
 AW1723'THE HIGHWAY WHICH IS STILL UNDER COMPLETION, ABOUT 1.4 FEET WEST OF A
 AW1723'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 AW1723'INCHES.
 AW1723
 AW1723                          STATION RECOVERY (1976)
 AW1723
 AW1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1976)
 AW1723
 AW1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1978)
 AW1723
 AW1723'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1978)
 AW1723
 AW1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1983)
 AW1723
 AW1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1986)
 AW1723
 AW1723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1723'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1723'EXCEPT THE METAL WITNESS POST MENTIONED THEREIN NO LONGER EXIST,
 AW1723'ADD-2.89 METERS (9.5 FT) SOUTH OF THE SOUTH CURB OF THE SERVICE ROAD.
 AW1723'THE MARK IS 0.36 METERS  W FROM  A WITNESS POST
 AW1723
 AW1723                          STATION RECOVERY (1987)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1987)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1987)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1987)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1987)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1987)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1987)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1987)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1987)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1987)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1723'MARK NOT FOUND.
 AW1723
 AW1723                          STATION RECOVERY (1988)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1988)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1988)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1988)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1988)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1988)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1989)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1989)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1989)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1990)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1990)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (1995)
 AW1723
 AW1723'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1723'RECOVERED AS DESCRIBED.
 AW1723
 AW1723                          STATION RECOVERY (2002)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (2002)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 2002 (PM)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (2004)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1723'RECOVERED IN GOOD CONDITION.
 AW1723
 AW1723                          STATION RECOVERY (2005)
 AW1723
 AW1723'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1723'GP IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0400 ***********************************************************************
 AW0400  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0400  DESIGNATION -  B 1148
 AW0400  PID         -  AW0400
 AW0400  STATE/COUNTY-  TX/HARRIS
 AW0400  USGS QUAD   -  CROSBY (1982)
 AW0400
 AW0400                         *CURRENT SURVEY CONTROL
 AW0400  ___________________________________________________________________
 AW0400* NAD 83(1993)-  29 53 41.47127(N)    095 03 48.78979(W)     ADJUSTED  
 AW0400* NAVD 88     -        13.90   (meters)      45.6    (feet)  GPS OBS   
 AW0400  ___________________________________________________________________
 AW0400  X           -    -488,440.173 (meters)                     COMP
 AW0400  Y           -  -5,512,466.424 (meters)                     COMP
 AW0400  Z           -   3,160,267.583 (meters)                     COMP
 AW0400  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AW0400  ELLIP HEIGHT-         -13.41  (meters)          (12/03/01) GPS OBS
 AW0400  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW0400  DYNAMIC HT  -          13.88  (meters)      45.5   (feet)  COMP
 AW0400  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 AW0400
 AW0400  HORZ ORDER  -  FIRST
 AW0400  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0400  ELLP ORDER  -  FOURTH    CLASS II
 AW0400
 AW0400.The horizontal coordinates were established by GPS observations
 AW0400.and adjusted by the National Geodetic Survey in December 2001..
 AW0400
 AW0400.The orthometric height was determined by GPS observations and a
 AW0400.high-resolution geoid model using precise GPS observation and
 AW0400.processing techniques. It supersedes the leveled height previously
 AW0400.determined for this station.
 AW0400.The vertical order pertains to the first NAVD 88 superseded value.
 AW0400
 AW0400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0400
 AW0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0400
 AW0400.The ellipsoidal height was determined by GPS observations
 AW0400.and is referenced to NAD 83.
 AW0400
 AW0400.The geoid height was determined by GEOID03.
 AW0400
 AW0400.The dynamic height is computed by dividing the NAVD 88
 AW0400.geopotential number by the normal gravity value computed on the
 AW0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0400.degrees latitude (g = 980.6199 gals.).
 AW0400
 AW0400.The modeled gravity was interpolated from observed gravity values.
 AW0400
 AW0400;                    North         East     Units Scale Factor Converg.
 AW0400;SPC TXSC     - 4,234,871.866   980,107.238   MT  0.99991085   +1 55 42.7
 AW0400;SPC TXSC     -13,893,908.78  3,215,568.50   sFT  0.99991085   +1 55 42.7
 AW0400;UTM  15      - 3,308,923.196   300,743.803   MT  1.00008988   -1 01 43.8
 AW0400
 AW0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0400!SPC TXSC     -   1.00000211  x   0.99991085  =   0.99991296
 AW0400!UTM  15      -   1.00000211  x   1.00008988  =   1.00009199
 AW0400
 AW0400                          SUPERSEDED SURVEY CONTROL
 AW0400
 AW0400  NAVD 88 (06/15/91)   13.920  (m)           45.67   (f) ADJUSTED    1 2
 AW0400  NGVD 29 (12/23/87)   13.919  (m)           45.67   (f) ADJUSTED    1 2
 AW0400
 AW0400.Superseded values are not recommended for survey control.
 AW0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0400.See file dsdata.txt to determine how the superseded data were derived.
 AW0400
 AW0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0074408923(NAD 83)
 AW0400_MARKER: DB = BENCH MARK DISK
 AW0400_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0400_SP_SET: COPPER-CLAD STEEL ROD
 AW0400_STAMPING: B 1148 1959
 AW0400_MARK LOGO: CGS   
 AW0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0400+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 AW0400
 AW0400  HISTORY     - Date     Condition        Report By
 AW0400  HISTORY     - 1959     MONUMENTED       CGS
 AW0400  HISTORY     - 1972     GOOD             NGS
 AW0400  HISTORY     - 1976     POOR             USGS
 AW0400  HISTORY     - 1978     GOOD             NGS
 AW0400  HISTORY     - 1983     GOOD             NGS
 AW0400  HISTORY     - 1986     GOOD             NGS
 AW0400  HISTORY     - 19941213 GOOD             USPSQD
 AW0400  HISTORY     - 20010730 POOR             NGS
 AW0400  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW0400  HISTORY     - 20050329 GOOD             USPSQD
 AW0400
 AW0400                          STATION DESCRIPTION
 AW0400
 AW0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0400'1 MI SE FROM CROSBY.
 AW0400'ABOUT 1 MILE SOUTHEAST ALONG FARM ROAD 1200 FROM THE POST OFFICE, 21.4
 AW0400'FEET SOUTHWEST OF BM Q 659, 13 1/2 FEET SOUTH OF THE NORTH END OF THE
 AW0400'SOUTH LINE OF THE CHAIN LINK FENCE AROUND THE HOUSE, 50 FEET WEST OF
 AW0400'THE CENTER LINE OF THE ROAD, 1.2 FEET EAST OF THE CHAIN LINK FENCE, 20
 AW0400'FEET SOUTH OF THE CENTER LINE OF THE BLACKTOP DRIVE LEADING TO THE
 AW0400'HOME OF THEO. E. REIDHAND NO. 14331, 10 FEET NORTH OF THE SOUTHEAST
 AW0400'CORNER OF THE CHAIN LINK FENCE, 0.8 FOOT SOUTH OF A METAL WITNESS
 AW0400'POST, AND IS A DISK ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD AND
 AW0400'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.4 FOOT. THE ROD WAS
 AW0400'DRIVEN TO A DEPTH OF 48 FEET.
 AW0400
 AW0400                          STATION RECOVERY (1976)
 AW0400
 AW0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW0400'MARK RECOVERED IN POOR CONDITION.
 AW0400
 AW0400                          STATION RECOVERY (1978)
 AW0400
 AW0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0400'RECOVERED IN GOOD CONDITION.
 AW0400
 AW0400                          STATION RECOVERY (1983)
 AW0400
 AW0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0400'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE FARM ROAD 1200 TO FARM ROAD
 AW0400'2100, ALSO ADD 0.30 METERS (1.0 FT) EAST OF A CHAIN LINK FENCE, AND
 AW0400'6.40 METERS (21.0 FT) SOUTHWEST OF BENCH MARK Q 659.
 AW0400
 AW0400                          STATION RECOVERY (1986)
 AW0400
 AW0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0400'RECOVERED IN GOOD CONDITION.
 AW0400
 AW0400                          STATION RECOVERY (1994)
 AW0400
 AW0400'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0400'RECOVERED IN GOOD CONDITION.
 AW0400
 AW0400                          STATION RECOVERY (2001)
 AW0400
 AW0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0400'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0400
 AW0400                          STATION RECOVERY (2004)
 AW0400
 AW0400'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0400'MARK NOT FOUND.
 AW0400
 AW0400                          STATION RECOVERY (2005)
 AW0400
 AW0400'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0400' 
 AW0400'    RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0270 ***********************************************************************
 AW0270  DESIGNATION -  B 1149
 AW0270  PID         -  AW0270
 AW0270  STATE/COUNTY-  TX/HARRIS
 AW0270  USGS QUAD   -  ADDICKS (1995)
 AW0270
 AW0270                         *CURRENT SURVEY CONTROL
 AW0270  ___________________________________________________________________
 AW0270* NAD 83(1986)-  29 47 09.     (N)    095 40 41.     (W)     SCALED    
 AW0270* NAVD 88     -        31.303  (meters)     102.70   (feet)  ADJUSTED  
 AW0270  ___________________________________________________________________
 AW0270  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW0270  DYNAMIC HT  -          31.260 (meters)     102.56  (feet)  COMP
 AW0270  MODELED GRAV-     979,278.2   (mgal)                       NAVD 88
 AW0270
 AW0270  VERT ORDER  -  FIRST     CLASS I
 AW0270
 AW0270.The horizontal coordinates were scaled from a topographic map and have
 AW0270.an estimated accuracy of +/- 6 seconds.
 AW0270
 AW0270.The orthometric height was determined by differential leveling
 AW0270.and adjusted by the National Geodetic Survey in June 1991..
 AW0270
 AW0270.The geoid height was determined by GEOID03.
 AW0270
 AW0270.The dynamic height is computed by dividing the NAVD 88
 AW0270.geopotential number by the normal gravity value computed on the
 AW0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0270.degrees latitude (g = 980.6199 gals.).
 AW0270
 AW0270.The modeled gravity was interpolated from observed gravity values.
 AW0270
 AW0270;                    North         East    Units  Estimated Accuracy
 AW0270;SPC TXSC     - 4,220,950.      921,130.      MT  (+/- 180 meters Scaled)
 AW0270
 AW0270                          SUPERSEDED SURVEY CONTROL
 AW0270
 AW0270  NGVD 29 (12/23/87)   31.294  (m)          102.67   (f) ADJUSTED    1 1
 AW0270
 AW0270.Superseded values are not recommended for survey control.
 AW0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0270.See file dsdata.txt to determine how the superseded data were derived.
 AW0270
 AW0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN411980(NAD 83)
 AW0270_MARKER: DB = BENCH MARK DISK
 AW0270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0270_SP_SET: HEADWALL
 AW0270_STAMPING: B 1149 1959
 AW0270_MARK LOGO: CGS   
 AW0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0270+STABILITY: SURFACE MOTION
 AW0270
 AW0270  HISTORY     - Date     Condition        Report By
 AW0270  HISTORY     - 1959     MONUMENTED       CGS
 AW0270  HISTORY     - 1973     GOOD             NGS
 AW0270  HISTORY     - 1976     GOOD             NGS
 AW0270  HISTORY     - 1976     GOOD             NGS
 AW0270  HISTORY     - 1978     GOOD             NGS
 AW0270  HISTORY     - 1986     GOOD             NGS
 AW0270  HISTORY     - 19950905 GOOD             USPSQD
 AW0270
 AW0270                          STATION DESCRIPTION
 AW0270
 AW0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0270'2 MI W FROM ADDICKS.
 AW0270'ABOUT 2 MILES WEST ALONG THE MISSOUR-KANSAS-TEXAS RAILROAD FROM THE
 AW0270'RAILROAD OVERPASS OVER STATE HWY. 6, 8.2 FEET SOUTH OF THE SOUTH RAIL,
 AW0270'75 FEET NORTH OF THE CENTER LINE OF THE ACCESS ROAD, SET IN THE TOP OF
 AW0270'THE WEST END OF THE SOUTH HEADWALL OF A TWIN-CONCRETE CULVERT UNDER
 AW0270'THE TRACKS, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 AW0270
 AW0270                          STATION RECOVERY (1976)
 AW0270
 AW0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0270'RECOVERED IN GOOD CONDITION.
 AW0270
 AW0270                          STATION RECOVERY (1976)
 AW0270
 AW0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0270'RECOVERED IN GOOD CONDITION.
 AW0270
 AW0270                          STATION RECOVERY (1978)
 AW0270
 AW0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0270'RECOVERED IN GOOD CONDITION.
 AW0270
 AW0270                          STATION RECOVERY (1986)
 AW0270
 AW0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0270'RECOVERED IN GOOD CONDITION.
 AW0270
 AW0270                          STATION RECOVERY (1995)
 AW0270
 AW0270'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0859 ***********************************************************************
 AW0859  DESIGNATION -  B 1150
 AW0859  PID         -  AW0859
 AW0859  STATE/COUNTY-  TX/HARRIS
 AW0859  USGS QUAD   -  ALDINE (1995)
 AW0859
 AW0859                         *CURRENT SURVEY CONTROL
 AW0859  ___________________________________________________________________
 AW0859* NAD 83(1986)-  29 55 53.     (N)    095 24 38.     (W)     SCALED    
 AW0859* NAVD 88     -        27.57   (+/-2cm)      90.5    (feet)  VERTCON   
 AW0859  ___________________________________________________________________
 AW0859  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW0859
 AW0859  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0859
 AW0859.The horizontal coordinates were scaled from a topographic map and have
 AW0859.an estimated accuracy of +/- 6 seconds.
 AW0859
 AW0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0859.The vertical order pertains to the NGVD 29 superseded value.
 AW0859
 AW0859.The geoid height was determined by GEOID03.
 AW0859
 AW0859;                    North         East    Units  Estimated Accuracy
 AW0859;SPC TXSC     - 4,237,840.      946,490.      MT  (+/- 180 meters Scaled)
 AW0859
 AW0859                          SUPERSEDED SURVEY CONTROL
 AW0859
 AW0859  NGVD 29 (??/??/92)   27.568  (m)           90.45   (f) ADJ UNCH    1 2
 AW0859
 AW0859.Superseded values are not recommended for survey control.
 AW0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0859.See file dsdata.txt to determine how the superseded data were derived.
 AW0859
 AW0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP673136(NAD 83)
 AW0859_MARKER: DB = BENCH MARK DISK
 AW0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0859_SP_SET: CULVERT
 AW0859_STAMPING: B 1150 1959
 AW0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0859+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AW0859
 AW0859  HISTORY     - Date     Condition        Report By
 AW0859  HISTORY     - 1959     MONUMENTED       CGS
 AW0859  HISTORY     - 1963     GOOD             NGS
 AW0859  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0859  HISTORY     - 20040329 GOOD             USPSQD
 AW0859  HISTORY     - 20051015 GOOD             USPSQD
 AW0859
 AW0859                          STATION DESCRIPTION
 AW0859
 AW0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW0859'12.4 MI S FROM SPRING.
 AW0859'ABOUT 10.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW0859'STATION AT SPRING, THENCE ABOUT 1.9 MILES WEST ALONG FARM ROAD 525, AT
 AW0859'THE JUNCTION OF AIRLINE DRIVE AND U. S. HIGHWAY 75, 29 FEET SOUTH OF
 AW0859'THE CENTER LINE OF FARM ROAD 525, 32 FEET NORTHEAST OF THE CENTER LINE
 AW0859'OF AIRLINE DRIVE, IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF
 AW0859'A 4 X 12-FOOT CONCRETE CULVERT UNDER THE FARM ROAD, AND ABOUT LEVEL
 AW0859'WITH THE ROAD.
 AW0859
 AW0859                          STATION RECOVERY (1963)
 AW0859
 AW0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW0859'RECOVERED IN GOOD CONDITION.
 AW0859
 AW0859                          STATION RECOVERY (1978)
 AW0859
 AW0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0859'NOT RECOVERED.  NOTE=HEADWALL CHANGED TO CATCH BASIN.
 AW0859
 AW0859                          STATION RECOVERY (2004)
 AW0859
 AW0859'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0859'RECOVERED IN GOOD CONDITION.
 AW0859
 AW0859                          STATION RECOVERY (2005)
 AW0859
 AW0859'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0859'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3195 ***********************************************************************
 AW3195  DESIGNATION -  B 1151
 AW3195  PID         -  AW3195
 AW3195  STATE/COUNTY-  TX/HARRIS
 AW3195  USGS QUAD   -  ALDINE (1995)
 AW3195
 AW3195                         *CURRENT SURVEY CONTROL
 AW3195  ___________________________________________________________________
 AW3195* NAD 83(1986)-  29 54 57.     (N)    095 25 34.     (W)     SCALED    
 AW3195* NAVD 88     -        28.59   (+/-2cm)      93.8    (feet)  VERTCON   
 AW3195  ___________________________________________________________________
 AW3195  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW3195
 AW3195  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3195
 AW3195.The horizontal coordinates were scaled from a topographic map and have
 AW3195.an estimated accuracy of +/- 6 seconds.
 AW3195
 AW3195.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3195.The vertical order pertains to the NGVD 29 superseded value.
 AW3195
 AW3195.The geoid height was determined by GEOID03.
 AW3195
 AW3195;                    North         East    Units  Estimated Accuracy
 AW3195;SPC TXSC     - 4,236,070.      945,040.      MT  (+/- 180 meters Scaled)
 AW3195
 AW3195                          SUPERSEDED SURVEY CONTROL
 AW3195
 AW3195  NGVD 29 (??/??/92)   28.590  (m)           93.80   (f) ADJ UNCH    1 2
 AW3195
 AW3195.Superseded values are not recommended for survey control.
 AW3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3195.See file dsdata.txt to determine how the superseded data were derived.
 AW3195
 AW3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP657119(NAD 83)
 AW3195_MARKER: DB = BENCH MARK DISK
 AW3195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3195_SP_SET: CONCRETE BASE
 AW3195_STAMPING: B 1151 1959
 AW3195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3195
 AW3195  HISTORY     - Date     Condition        Report By
 AW3195  HISTORY     - 1959     MONUMENTED       CGS
 AW3195  HISTORY     - 1963     GOOD             NGS
 AW3195
 AW3195                          STATION DESCRIPTION
 AW3195
 AW3195'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3195'14.95 MI S FROM SPRING.
 AW3195'ABOUT 10.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW3195'STATION AT SPRING, THENCE ABOUT 1.9 MILES WEST ALONG FARM ROAD 525,
 AW3195'THENCE ABOUT 1.15 MILES SOUTHEAST ALONG AIRLINE DRIVE, THENCE ABOUT
 AW3195'1.2 MILES WEST ALONG WEST ROAD, THENCE ABOUT 0.2 MILE NORTH ALONG A
 AW3195'PRIVATE ROAD, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE
 AW3195'OF THE FIRST TOWER SOUTH OF THE MOST NORTHERLY ONE OF FOUR RADIO
 AW3195'TOWERS, AND ABOUT 3 FEET ABOVE THE GROUND.  NOTE-- TOWER IS ABOUT 407
 AW3195'FEET HIGH.
 AW3195
 AW3195                          STATION RECOVERY (1963)
 AW3195
 AW3195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW3195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3802 ***********************************************************************
 AW3802  DESIGNATION -  B 1152
 AW3802  PID         -  AW3802
 AW3802  STATE/COUNTY-  TX/HARRIS
 AW3802  USGS QUAD   -  LA PORTE (1982)
 AW3802
 AW3802                         *CURRENT SURVEY CONTROL
 AW3802  ___________________________________________________________________
 AW3802* NAD 83(1986)-  29 41 25.     (N)    095 02 45.     (W)     SCALED    
 AW3802* NAVD 88     -         7.98   (+/-2cm)      26.2    (feet)  VERTCON   
 AW3802  ___________________________________________________________________
 AW3802  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW3802
 AW3802  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3802
 AW3802.The horizontal coordinates were scaled from a topographic map and have
 AW3802.an estimated accuracy of +/- 6 seconds.
 AW3802
 AW3802.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3802.The vertical order pertains to the NGVD 29 superseded value.
 AW3802
 AW3802.The geoid height was determined by GEOID03.
 AW3802
 AW3802;                    North         East    Units  Estimated Accuracy
 AW3802;SPC TXSC     - 4,212,270.      982,580.      MT  (+/- 180 meters Scaled)
 AW3802
 AW3802                          SUPERSEDED SURVEY CONTROL
 AW3802
 AW3802  NGVD 29 (??/??/92)    7.975  (m)           26.16   (f) ADJ UNCH    1 2
 AW3802
 AW3802.Superseded values are not recommended for survey control.
 AW3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3802.See file dsdata.txt to determine how the superseded data were derived.
 AW3802
 AW3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN020862(NAD 83)
 AW3802_MARKER: DB = BENCH MARK DISK
 AW3802_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3802_SP_SET: 64 FT.
 AW3802_STAMPING: B 1152 1959
 AW3802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3802
 AW3802  HISTORY     - Date     Condition        Report By
 AW3802  HISTORY     - 1959     MONUMENTED       CGS
 AW3802  HISTORY     - 1967     GOOD             NGS
 AW3802  HISTORY     - 19910711 MARK NOT FOUND   USPSQD
 AW3802  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW3802  HISTORY     - 20031127 MARK NOT FOUND   USPSQD
 AW3802  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW3802
 AW3802                          STATION DESCRIPTION
 AW3802
 AW3802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AW3802'3.9 MI NW FROM LA PORTE.
 AW3802'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW3802'SCHOOL AT LA PORTE, THENCE ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY
 AW3802'225, AT THE INTERSECTION WITH SENES ROAD, 171 FEET NORTH OF THE CENTER
 AW3802'LINE OF THE HIGHWAY, 268 FEET EAST OF THE CENTER LINE OF SENES ROAD,
 AW3802'306 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 33 FEET EAST OF
 AW3802'A BRACED POWER POLE, 1 FOOT SOUTH OF A FENCE, 2.0 FEET WEST OF A METAL
 AW3802'WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 AW3802'DRIVEN TO A DEPTH OF 64 FEET AND IS ENCASED IN A 6-INCH TILE
 AW3802'PROJECTING 6 INCHES.
 AW3802
 AW3802                          STATION RECOVERY (1991)
 AW3802
 AW3802'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3802'MARK NOT FOUND.
 AW3802
 AW3802                          STATION RECOVERY (1994)
 AW3802
 AW3802'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3802'MARK NOT FOUND.
 AW3802
 AW3802                          STATION RECOVERY (2003)
 AW3802
 AW3802'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW3802' 
 AW3802' 
 AW3802
 AW3802                          STATION RECOVERY (2005)
 AW3802
 AW3802'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0660 ***********************************************************************
 CT0660  DESIGNATION -  B 1153
 CT0660  PID         -  CT0660
 CT0660  STATE/COUNTY-  TX/TAYLOR
 CT0660  USGS QUAD   -  BRADSHAW (1967)
 CT0660
 CT0660                         *CURRENT SURVEY CONTROL
 CT0660  ___________________________________________________________________
 CT0660* NAD 83(1986)-  32 06 16.     (N)    099 53 33.     (W)     SCALED    
 CT0660* NAVD 88     -       607.519  (meters)    1993.17   (feet)  ADJUSTED  
 CT0660  ___________________________________________________________________
 CT0660  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CT0660  DYNAMIC HT  -         606.725 (meters)    1990.56  (feet)  COMP
 CT0660  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 CT0660
 CT0660  VERT ORDER  -  SECOND    CLASS 0
 CT0660
 CT0660.The horizontal coordinates were scaled from a topographic map and have
 CT0660.an estimated accuracy of +/- 6 seconds.
 CT0660
 CT0660.The orthometric height was determined by differential leveling
 CT0660.and adjusted by the National Geodetic Survey in June 1991..
 CT0660
 CT0660.The geoid height was determined by GEOID03.
 CT0660
 CT0660.The dynamic height is computed by dividing the NAVD 88
 CT0660.geopotential number by the normal gravity value computed on the
 CT0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0660.degrees latitude (g = 980.6199 gals.).
 CT0660
 CT0660.The modeled gravity was interpolated from observed gravity values.
 CT0660
 CT0660;                    North         East    Units  Estimated Accuracy
 CT0660;SPC TXNC     - 2,049,420.      468,570.      MT  (+/- 180 meters Scaled)
 CT0660
 CT0660                          SUPERSEDED SURVEY CONTROL
 CT0660
 CT0660  NGVD 29 (??/??/92)  607.385  (m)         1992.73   (f) ADJ UNCH    2 0
 CT0660
 CT0660.Superseded values are not recommended for survey control.
 CT0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0660.See file dsdata.txt to determine how the superseded data were derived.
 CT0660
 CT0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA157523(NAD 83)
 CT0660_MARKER: DB = BENCH MARK DISK
 CT0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0660_STAMPING: B 1153
 CT0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0660+STABILITY: SURFACE MOTION
 CT0660
 CT0660  HISTORY     - Date     Condition        Report By
 CT0660  HISTORY     - UNK      MONUMENTED       CGS
 CT0660  HISTORY     - 1961     GOOD             NGS
 CT0660
 CT0660                          STATION DESCRIPTION
 CT0660
 CT0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0660'0.65 MI NE FROM BRADSHAW.
 CT0660'0.1 MILES SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0660'BRADSHAW, THENCE 0.55 MILES NORTHEAST ALONG U.S. HIGHWAY 83, 80 FEET
 CT0660'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 83, 37 FEET SOUTHEAST OF
 CT0660'THE EAST RAIL, 18 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 2
 CT0660'FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT BELOW THE LEVEL OF THE
 CT0660'RAILROAD, 2 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN, LEVEL
 CT0660'WITH THE HIGHWAY, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST 4 FEET
 CT0660'IN THE GROUND AND PROJECTING 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1692 ***********************************************************************
 CS1692  DESIGNATION -  B 1154
 CS1692  PID         -  CS1692
 CS1692  STATE/COUNTY-  TX/TARRANT
 CS1692  USGS QUAD   -  FORT WORTH (1981)
 CS1692
 CS1692                         *CURRENT SURVEY CONTROL
 CS1692  ___________________________________________________________________
 CS1692* NAD 83(1986)-  32 40 18.     (N)    097 20 11.     (W)     SCALED    
 CS1692* NAVD 88     -       215.659  (meters)     707.54   (feet)  ADJUSTED  
 CS1692  ___________________________________________________________________
 CS1692  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1692  DYNAMIC HT  -         215.405 (meters)     706.71  (feet)  COMP
 CS1692  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 CS1692
 CS1692  VERT ORDER  -  FIRST     CLASS II
 CS1692
 CS1692.The horizontal coordinates were scaled from a topographic map and have
 CS1692.an estimated accuracy of +/- 6 seconds.
 CS1692
 CS1692.The orthometric height was determined by differential leveling
 CS1692.and adjusted by the National Geodetic Survey in June 1991..
 CS1692
 CS1692.The geoid height was determined by GEOID03.
 CS1692
 CS1692.The dynamic height is computed by dividing the NAVD 88
 CS1692.geopotential number by the normal gravity value computed on the
 CS1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1692.degrees latitude (g = 980.6199 gals.).
 CS1692
 CS1692.The modeled gravity was interpolated from observed gravity values.
 CS1692
 CS1692;                    North         East    Units  Estimated Accuracy
 CS1692;SPC TXNC     - 2,112,050.      709,130.      MT  (+/- 180 meters Scaled)
 CS1692
 CS1692                          SUPERSEDED SURVEY CONTROL
 CS1692
 CS1692  NGVD 29 (??/??/92)  215.657  (m)          707.53   (f) ADJ UNCH    1 2
 CS1692
 CS1692.Superseded values are not recommended for survey control.
 CS1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1692.See file dsdata.txt to determine how the superseded data were derived.
 CS1692
 CS1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB559161(NAD 83)
 CS1692_MARKER: DB = BENCH MARK DISK
 CS1692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1692_SP_SET: STEP
 CS1692_STAMPING: B 1154 1966
 CS1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1692
 CS1692  HISTORY     - Date     Condition        Report By
 CS1692  HISTORY     - 1966     MONUMENTED       CGS
 CS1692  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1692
 CS1692                          STATION DESCRIPTION
 CS1692
 CS1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1692'6.05 MI SE FROM FORT WORTH.
 CS1692'ABOUT 4.9 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 CS1692'FROM THE UNION STATION AT FORT WORTH, THENCE 0.15 MILE SOUTHWEST ALONG
 CS1692'A SPUR TRACK INTO THE ARMY DEPOT, THENCE 0.2 MILE SOUTH ALONG A TRAIL
 CS1692'ROAD, THENCE 0.2 MILE WEST ALONG D STREET, THENCE 0.05 MILE SOUTH
 CS1692'ALONG RODGERS ROAD, THENCE 0.35 MILE WEST ALONG E STREET, THENCE 0.2
 CS1692'MILE SOUTH ALONG 9TH STREET TO THE SOUTH ENTRANCE TO BUILDING NUMBER 8
 CS1692'WHICH IS OCCUPIED BY THE WEATHER BUREAU, SET IN THE TOP OF THE TOP
 CS1692'STEP AT THE SOUTHWEST CORNER OF THE ENTRANCE, 91 FEET EAST OF THE
 CS1692'CENTER LINE OF 9TH STREET, AND 66 1/2 FEET NORTH OF THE CENTER LINE OF
 CS1692'F STREET.
 CS1692
 CS1692                          STATION RECOVERY (1996)
 CS1692
 CS1692'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0211 ***********************************************************************
 CU0211  DESIGNATION -  B 1157
 CU0211  PID         -  CU0211
 CU0211  STATE/COUNTY-  TX/TAYLOR
 CU0211  USGS QUAD   -  MERKEL WEST (1984)
 CU0211
 CU0211                         *CURRENT SURVEY CONTROL
 CU0211  ___________________________________________________________________
 CU0211* NAD 83(1986)-  32 27 21.     (N)    100 01 54.     (W)     SCALED    
 CU0211* NAVD 88     -       578.605  (meters)    1898.31   (feet)  ADJUSTED  
 CU0211  ___________________________________________________________________
 CU0211  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CU0211  DYNAMIC HT  -         577.851 (meters)    1895.83  (feet)  COMP
 CU0211  MODELED GRAV-     979,318.0   (mgal)                       NAVD 88
 CU0211
 CU0211  VERT ORDER  -  SECOND    CLASS 0
 CU0211
 CU0211.The horizontal coordinates were scaled from a topographic map and have
 CU0211.an estimated accuracy of +/- 6 seconds.
 CU0211
 CU0211.The orthometric height was determined by differential leveling
 CU0211.and adjusted by the National Geodetic Survey in June 1991..
 CU0211
 CU0211.The geoid height was determined by GEOID03.
 CU0211
 CU0211.The dynamic height is computed by dividing the NAVD 88
 CU0211.geopotential number by the normal gravity value computed on the
 CU0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0211.degrees latitude (g = 980.6199 gals.).
 CU0211
 CU0211.The modeled gravity was interpolated from observed gravity values.
 CU0211
 CU0211;                    North         East    Units  Estimated Accuracy
 CU0211;SPC TXNC     - 2,088,560.      456,000.      MT  (+/- 180 meters Scaled)
 CU0211
 CU0211                          SUPERSEDED SURVEY CONTROL
 CU0211
 CU0211  NGVD 29 (??/??/92)  578.422  (m)         1897.71   (f) ADJ UNCH    2 0
 CU0211
 CU0211.Superseded values are not recommended for survey control.
 CU0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0211.See file dsdata.txt to determine how the superseded data were derived.
 CU0211
 CU0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA030914(NAD 83)
 CU0211_MARKER: DB = BENCH MARK DISK
 CU0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0211_STAMPING: B 1157 1961
 CU0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0211+STABILITY: SURFACE MOTION
 CU0211
 CU0211  HISTORY     - Date     Condition        Report By
 CU0211  HISTORY     - 1961     MONUMENTED       CGS
 CU0211  HISTORY     - 1982     GOOD             NGS
 CU0211  HISTORY     - 19940804 GOOD             USPSQD
 CU0211  HISTORY     - 20011013 GOOD             USPSQD
 CU0211
 CU0211                          STATION DESCRIPTION
 CU0211
 CU0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0211'1.3 MI S FROM MERKEL.
 CU0211'1.3 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0211'240 FEET SOUTHWEST OF THE CENTER OF A Y-INTERSECTION, 54 FEET
 CU0211'NORTHWEST OF THE CENTER LINE OF FARM ROAD 126, 34 FEET SOUTH OF THE
 CU0211'CENTER LINE OF A GRAVEL ROAD, 3 FEET EAST OF REA CO-OP POWER POLE,
 CU0211'LEVEL WITH THE ROAD, 4 FEET NORTHEAST OF A METAL WITNESS POST WITH
 CU0211'SIGN, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE
 CU0211'GROUND AND PROJECTING 3 INCHES ABOVE THE GROUND.
 CU0211
 CU0211                          STATION RECOVERY (1982)
 CU0211
 CU0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0211'RECOVERED IN GOOD CONDITION.
 CU0211
 CU0211                          STATION RECOVERY (1994)
 CU0211
 CU0211'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0211'RECOVERED IN GOOD CONDITION.
 CU0211
 CU0211                          STATION RECOVERY (2001)
 CU0211
 CU0211'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0255 ***********************************************************************
 CU0255  DESIGNATION -  B 1158
 CU0255  PID         -  CU0255
 CU0255  STATE/COUNTY-  TX/TAYLOR
 CU0255  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0255
 CU0255                         *CURRENT SURVEY CONTROL
 CU0255  ___________________________________________________________________
 CU0255* NAD 83(1986)-  32 17 02.     (N)    100 03 18.     (W)     SCALED    
 CU0255* NAVD 88     -       718.209  (meters)    2356.32   (feet)  ADJUSTED  
 CU0255  ___________________________________________________________________
 CU0255  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0255  DYNAMIC HT  -         717.248 (meters)    2353.17  (feet)  COMP
 CU0255  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 CU0255
 CU0255  VERT ORDER  -  SECOND    CLASS 0
 CU0255
 CU0255.The horizontal coordinates were scaled from a topographic map and have
 CU0255.an estimated accuracy of +/- 6 seconds.
 CU0255
 CU0255.The orthometric height was determined by differential leveling
 CU0255.and adjusted by the National Geodetic Survey in June 1991..
 CU0255
 CU0255.The geoid height was determined by GEOID03.
 CU0255
 CU0255.The dynamic height is computed by dividing the NAVD 88
 CU0255.geopotential number by the normal gravity value computed on the
 CU0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0255.degrees latitude (g = 980.6199 gals.).
 CU0255
 CU0255.The modeled gravity was interpolated from observed gravity values.
 CU0255
 CU0255;                    North         East    Units  Estimated Accuracy
 CU0255;SPC TXNC     - 2,069,530.      453,530.      MT  (+/- 180 meters Scaled)
 CU0255
 CU0255                          SUPERSEDED SURVEY CONTROL
 CU0255
 CU0255  NGVD 29 (??/??/92)  718.012  (m)         2355.68   (f) ADJ UNCH    2 0
 CU0255
 CU0255.Superseded values are not recommended for survey control.
 CU0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0255.See file dsdata.txt to determine how the superseded data were derived.
 CU0255
 CU0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA006723(NAD 83)
 CU0255_MARKER: DB = BENCH MARK DISK
 CU0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0255_STAMPING: B 1158 1961
 CU0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0255+STABILITY: SURFACE MOTION
 CU0255
 CU0255  HISTORY     - Date     Condition        Report By
 CU0255  HISTORY     - 1961     MONUMENTED       CGS
 CU0255  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 CU0255
 CU0255                          STATION DESCRIPTION
 CU0255
 CU0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0255'14.3 MI SW FROM VIEW.
 CU0255'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0255'AT VIEW, THENCE 5.4 MILES NORTHWEST ALONG A GRAVEL ROAD, 21 FEET NORTH
 CU0255'OF THE CENTER OF THE ROAD, 12 FEET WEST OF THE CENTER OF A GATE, 7
 CU0255'FEET EAST OF A METAL WITNESS POST WITH SIGN, 2.8 FEET BELOW THE LEVEL
 CU0255'OF THE ROAD, 1 FOOT SOUTH OF A FENCE, SET IN TOP OF A CYLINDRICAL
 CU0255'CONCRETE POST 2.8 FEET BELOW GROUND SURFACE, COVERED WITH BROKEN GLASS
 CU0255'AND DIRT.
 CU0255
 CU0255                          STATION RECOVERY (1994)
 CU0255
 CU0255'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0256 ***********************************************************************
 CU0256  DESIGNATION -  B 1158 RESET 1965
 CU0256  PID         -  CU0256
 CU0256  STATE/COUNTY-  TX/TAYLOR
 CU0256  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0256
 CU0256                         *CURRENT SURVEY CONTROL
 CU0256  ___________________________________________________________________
 CU0256* NAD 83(1986)-  32 17 02.     (N)    100 03 18.     (W)     SCALED    
 CU0256* NAVD 88     -       719.83   (+/-2cm)    2361.6    (feet)  VERTCON   
 CU0256  ___________________________________________________________________
 CU0256  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0256
 CU0256  VERT ORDER  -  THIRD (See Below)
 CU0256
 CU0256.The horizontal coordinates were scaled from a topographic map and have
 CU0256.an estimated accuracy of +/- 6 seconds.
 CU0256
 CU0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0256.The vertical order pertains to the NGVD 29 superseded value.
 CU0256
 CU0256.The geoid height was determined by GEOID03.
 CU0256
 CU0256;                    North         East    Units  Estimated Accuracy
 CU0256;SPC TXNC     - 2,069,530.      453,530.      MT  (+/- 180 meters Scaled)
 CU0256
 CU0256                          SUPERSEDED SURVEY CONTROL
 CU0256
 CU0256  NGVD 29 (01/29/03)  719.63   (m)         2361.0    (f) RESET       3  
 CU0256
 CU0256.Superseded values are not recommended for survey control.
 CU0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0256.See file dsdata.txt to determine how the superseded data were derived.
 CU0256
 CU0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA006723(NAD 83)
 CU0256_MARKER: DB = BENCH MARK DISK
 CU0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0256_STAMPING: B 1158 RESET 1965
 CU0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0256+STABILITY: SURFACE MOTION
 CU0256
 CU0256  HISTORY     - Date     Condition        Report By
 CU0256  HISTORY     - 1965     MONUMENTED       CGS
 CU0256
 CU0256                          STATION DESCRIPTION
 CU0256
 CU0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CU0256'14.4 MI SW FROM VIEW.
 CU0256'ABOUT 8.9 MILES SOUTHWEST ALONG U. S. HIGHWAY 277 FROM THE RAILROAD
 CU0256'STATION AT VIEW, THENCE 5.5 MILES NORTHWEST ALONG A GRAVELED ROAD TO
 CU0256'MARK, 53 FEET NORTH OF THE CENTER LINE OF FARM ROAD 2928, ABOUT 70
 CU0256'YARDS SOUTHWEST OF A FARM HOUSE, 3 FEET NORTH OF A FENCE CORNER POST,
 CU0256'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  A STANDARD DISK SET IN
 CU0256'A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 CU0256'GROUND.  NOTE-- BENCH MARK B 1158 1961 WAS LEFT INTACT.  IT WILL BE
 CU0256'UNDER THE ROAD BED WHEN THE ROAD CONSTRUCTION IS COMPLETED.  THE BENCH
 CU0256'MARK IS 164 FEET SOUTHEAST OF B 1158 RESET, 20 FEET NORTH OF THE
 CU0256'CENTER LINE OF THE ROAD, 24 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE
 CU0256'LINE AND IS ABOUT 3 FEET BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0602 ***********************************************************************
 CT0602  DESIGNATION -  B 1159
 CT0602  PID         -  CT0602
 CT0602  STATE/COUNTY-  TX/CALLAHAN
 CT0602  USGS QUAD   -  OPLIN (1987)
 CT0602
 CT0602                         *CURRENT SURVEY CONTROL
 CT0602  ___________________________________________________________________
 CT0602* NAD 83(1986)-  32 13 38.     (N)    099 32 18.     (W)     SCALED    
 CT0602* NAVD 88     -       590.837  (meters)    1938.44   (feet)  POSTED    
 CT0602  ___________________________________________________________________
 CT0602  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CT0602  DYNAMIC HT  -         590.060 (meters)    1935.89  (feet)  COMP
 CT0602  MODELED GRAV-     979,303.4   (mgal)                       NAVD 88
 CT0602
 CT0602  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0602
 CT0602.The horizontal coordinates were scaled from a topographic map and have
 CT0602.an estimated accuracy of +/- 6 seconds.
 CT0602
 CT0602.The orthometric height was determined by differential leveling
 CT0602.and adjusted by the National Geodetic Survey in 1992..
 CT0602.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0602.rate of 1.1 thru 2.0 mm/km.
 CT0602
 CT0602.The geoid height was determined by GEOID03.
 CT0602
 CT0602.The dynamic height is computed by dividing the NAVD 88
 CT0602.geopotential number by the normal gravity value computed on the
 CT0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0602.degrees latitude (g = 980.6199 gals.).
 CT0602
 CT0602.The modeled gravity was interpolated from observed gravity values.
 CT0602
 CT0602;                    North         East    Units  Estimated Accuracy
 CT0602;SPC TXNC     - 2,062,650.      502,130.      MT  (+/- 180 meters Scaled)
 CT0602
 CT0602                          SUPERSEDED SURVEY CONTROL
 CT0602
 CT0602  NGVD 29 (??/??/92)  590.679  (m)         1937.92   (f) ADJ UNCH    1 2
 CT0602
 CT0602.Superseded values are not recommended for survey control.
 CT0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0602.See file dsdata.txt to determine how the superseded data were derived.
 CT0602
 CT0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA492657(NAD 83)
 CT0602_MARKER: DB = BENCH MARK DISK
 CT0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0602_STAMPING: B 1159 1961
 CT0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0602+STABILITY: SURFACE MOTION
 CT0602
 CT0602  HISTORY     - Date     Condition        Report By
 CT0602  HISTORY     - 1961     MONUMENTED       CGS
 CT0602
 CT0602                          STATION DESCRIPTION
 CT0602
 CT0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0602'15.0 MI SW FROM CLYDE.
 CT0602'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0602'TO FARM ROAD 604, THENCE 14.8 MILES SOUTHWEST ALONG FARM ROAD 604, 40
 CT0602'FEET EAST OF THE CENTER LINE OF FARM ROAD 604, 16 FEET SOUTH OF A FARM
 CT0602'ROAD, 3 FEET SOUTH OF A FENCE CORNER, 1 FOOT ABOVE THE LEVEL OF THE
 CT0602'ROAD, 5 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 CT0602'12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH THE
 CT0602'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2196 ***********************************************************************
 CS2196  DESIGNATION -  B 116
 CS2196  PID         -  CS2196
 CS2196  STATE/COUNTY-  TX/SOMERVELL
 CS2196  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS2196
 CS2196                         *CURRENT SURVEY CONTROL
 CS2196  ___________________________________________________________________
 CS2196* NAD 83(1986)-  32 08 42.     (N)    097 44 58.     (W)     SCALED    
 CS2196* NAVD 88     -       280.627  (meters)     920.69   (feet)  ADJUSTED  
 CS2196  ___________________________________________________________________
 CS2196  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS2196  DYNAMIC HT  -         280.279 (meters)     919.55  (feet)  COMP
 CS2196  MODELED GRAV-     979,391.6   (mgal)                       NAVD 88
 CS2196
 CS2196  VERT ORDER  -  SECOND    CLASS 0
 CS2196
 CS2196.The horizontal coordinates were scaled from a topographic map and have
 CS2196.an estimated accuracy of +/- 6 seconds.
 CS2196
 CS2196.The orthometric height was determined by differential leveling
 CS2196.and adjusted by the National Geodetic Survey in June 1991..
 CS2196
 CS2196.The geoid height was determined by GEOID03.
 CS2196
 CS2196.The dynamic height is computed by dividing the NAVD 88
 CS2196.geopotential number by the normal gravity value computed on the
 CS2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2196.degrees latitude (g = 980.6199 gals.).
 CS2196
 CS2196.The modeled gravity was interpolated from observed gravity values.
 CS2196
 CS2196;                    North         East    Units  Estimated Accuracy
 CS2196;SPC TXNC     - 2,053,300.      670,810.      MT  (+/- 180 meters Scaled)
 CS2196
 CS2196                          SUPERSEDED SURVEY CONTROL
 CS2196
 CS2196  NGVD 29 (??/??/92)  280.583  (m)          920.55   (f) ADJ UNCH    2 0
 CS2196
 CS2196.Superseded values are not recommended for survey control.
 CS2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2196.See file dsdata.txt to determine how the superseded data were derived.
 CS2196
 CS2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA179571(NAD 83)
 CS2196_MARKER: X = CHISELED CROSS
 CS2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2196+STABILITY: SURFACE MOTION
 CS2196
 CS2196  HISTORY     - Date     Condition        Report By
 CS2196  HISTORY     - UNK      MONUMENTED       CGS
 CS2196  HISTORY     - 1952     GOOD             NGS
 CS2196  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS2196  HISTORY     - 19990828 GOOD             USPSQD
 CS2196  HISTORY     - 20010318 POOR             USPSQD
 CS2196
 CS2196                          STATION DESCRIPTION
 CS2196
 CS2196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2196'6.1 MI S FROM GLEN ROSE.
 CS2196'ABOUT 06.1 MILES SOUTH ALONG HIGHWAY NO. 144, FROM THE COURTHOUSE IN
 CS2196'GLEN ROSE, AT THE SOMERVELL-BOSQUE COUNTY LINE, 46 FEET WEST OF THE
 CS2196'CENTERLINE OF THE HIGHWAY AND ON THE TOP OF A CONCRETE POST MARKING
 CS2196'THE COUNTY LINE.
 CS2196
 CS2196                          STATION RECOVERY (1965)
 CS2196
 CS2196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS2196'MARK NOT FOUND.
 CS2196
 CS2196                          STATION RECOVERY (1999)
 CS2196
 CS2196'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2196'RECOVERED IN GOOD CONDITION.
 CS2196
 CS2196                          STATION RECOVERY (2001)
 CS2196
 CS2196'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS2196'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0656 ***********************************************************************
 CA0656  DESIGNATION -  B 1160
 CA0656  PID         -  CA0656
 CA0656  STATE/COUNTY-  TX/RUNNELS
 CA0656  USGS QUAD   -  WINTERS (1987)
 CA0656
 CA0656                         *CURRENT SURVEY CONTROL
 CA0656  ___________________________________________________________________
 CA0656* NAD 83(1986)-  31 57 57.     (N)    099 55 53.     (W)     SCALED    
 CA0656* NAVD 88     -       569.747  (meters)    1869.24   (feet)  ADJUSTED  
 CA0656  ___________________________________________________________________
 CA0656  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CA0656  DYNAMIC HT  -         569.003 (meters)    1866.80  (feet)  COMP
 CA0656  MODELED GRAV-     979,315.6   (mgal)                       NAVD 88
 CA0656
 CA0656  VERT ORDER  -  SECOND    CLASS 0
 CA0656
 CA0656.The horizontal coordinates were scaled from a topographic map and have
 CA0656.an estimated accuracy of +/- 6 seconds.
 CA0656
 CA0656.The orthometric height was determined by differential leveling
 CA0656.and adjusted by the National Geodetic Survey in June 1991..
 CA0656
 CA0656.The geoid height was determined by GEOID03.
 CA0656
 CA0656.The dynamic height is computed by dividing the NAVD 88
 CA0656.geopotential number by the normal gravity value computed on the
 CA0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0656.degrees latitude (g = 980.6199 gals.).
 CA0656
 CA0656.The modeled gravity was interpolated from observed gravity values.
 CA0656
 CA0656;                    North         East    Units  Estimated Accuracy
 CA0656;SPC TX C     - 3,254,960.      738,000.      MT  (+/- 180 meters Scaled)
 CA0656
 CA0656                          SUPERSEDED SURVEY CONTROL
 CA0656
 CA0656  NGVD 29 (??/??/92)  569.633  (m)         1868.87   (f) ADJ UNCH    2 0
 CA0656
 CA0656.Superseded values are not recommended for survey control.
 CA0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0656.See file dsdata.txt to determine how the superseded data were derived.
 CA0656
 CA0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA119370(NAD 83)
 CA0656_MARKER: DB = BENCH MARK DISK
 CA0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0656_STAMPING: B 1160
 CA0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0656+STABILITY: SURFACE MOTION
 CA0656
 CA0656  HISTORY     - Date     Condition        Report By
 CA0656  HISTORY     - UNK      MONUMENTED       CGS
 CA0656  HISTORY     - 1961     GOOD             NGS
 CA0656
 CA0656                          STATION DESCRIPTION
 CA0656
 CA0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CA0656'2.7 MI NE FROM WINTERS.
 CA0656'0.1 MILES EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS TO
 CA0656'U.S. HIGHWAY 83, THENCE 0.8 MILES NORTH ALONG U.S. HIGHWAY 83, THENCE
 CA0656'1.8 MILES EAST ALONG FARM ROAD 1770, 66 FEET EAST OF A DRIVEWAY INTO A
 CA0656'FARM HOUSE, 48 FEET NORTH OF THE CENTER LINE OF FARM ROAD 1770, 3.9
 CA0656'FEET WEST OF A POWER POLE WITH ONE GUYWIRE, 1.6 FEET ABOVE THE LEVEL
 CA0656'OF THE ROAD, 2.4 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN
 CA0656'TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND
 CA0656'PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1301 ***********************************************************************
 BY1301  DESIGNATION -  B 1161
 BY1301  PID         -  BY1301
 BY1301  STATE/COUNTY-  TX/CHEROKEE
 BY1301  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1301
 BY1301                         *CURRENT SURVEY CONTROL
 BY1301  ___________________________________________________________________
 BY1301* NAD 83(1986)-  31 59 21.     (N)    095 16 40.     (W)     SCALED    
 BY1301* NAVD 88     -       201.293  (meters)     660.41   (feet)  ADJUSTED  
 BY1301  ___________________________________________________________________
 BY1301  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BY1301  DYNAMIC HT  -         201.051 (meters)     659.61  (feet)  COMP
 BY1301  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 BY1301
 BY1301  VERT ORDER  -  FIRST     CLASS II
 BY1301
 BY1301.The horizontal coordinates were scaled from a topographic map and have
 BY1301.an estimated accuracy of +/- 6 seconds.
 BY1301
 BY1301.The orthometric height was determined by differential leveling
 BY1301.and adjusted by the National Geodetic Survey in June 1991..
 BY1301
 BY1301.The geoid height was determined by GEOID03.
 BY1301
 BY1301.The dynamic height is computed by dividing the NAVD 88
 BY1301.geopotential number by the normal gravity value computed on the
 BY1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1301.degrees latitude (g = 980.6199 gals.).
 BY1301
 BY1301.The modeled gravity was interpolated from observed gravity values.
 BY1301
 BY1301;                    North         East    Units  Estimated Accuracy
 BY1301;SPC TX C     - 3,268,330.    1,177,620.      MT  (+/- 180 meters Scaled)
 BY1301
 BY1301                          SUPERSEDED SURVEY CONTROL
 BY1301
 BY1301  NGVD 29 (??/??/92)  201.315  (m)          660.48   (f) ADJ UNCH    1 2
 BY1301
 BY1301.Superseded values are not recommended for survey control.
 BY1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1301.See file dsdata.txt to determine how the superseded data were derived.
 BY1301
 BY1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR848415(NAD 83)
 BY1301_MARKER: DB = BENCH MARK DISK
 BY1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1301_STAMPING: B 1161 1959
 BY1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1301+STABILITY: SURFACE MOTION
 BY1301
 BY1301  HISTORY     - Date     Condition        Report By
 BY1301  HISTORY     - 1959     MONUMENTED       CGS
 BY1301  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1301  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 BY1301  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1301
 BY1301                          STATION DESCRIPTION
 BY1301
 BY1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BY1301'2.2 MI N FROM JACKSONVILLE.
 BY1301'ABOUT 0.2 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1301'STATION AT JACKSONVILLE, THENCE ABOUT 2.0 MILES NORTH ALONG THE ST.
 BY1301'LOUIS SOUTHWESTERN RAILWAY, ABOUT 0.3 MILE NORTH OF MILEPOST 575, 18
 BY1301'1/2 FEET WEST OF THE WEST RAIL, 27 1/2 FEET EAST OF A LONE 24-INCH OAK
 BY1301'TREE, 9 1/2 FEET NORTH OF TELEPHONE POLE 2150, 2 FEET EAST OF A FENCE,
 BY1301'ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 BY1301'PROJECTING 7 INCHES.
 BY1301
 BY1301                          STATION RECOVERY (1977)
 BY1301
 BY1301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1301'MARK NOT FOUND.
 BY1301
 BY1301                          STATION RECOVERY (1991)
 BY1301
 BY1301'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY1301'MARK NOT FOUND.
 BY1301
 BY1301                          STATION RECOVERY (1996)
 BY1301
 BY1301'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0435 ***********************************************************************
 CR0435  DESIGNATION -  B 1162
 CR0435  PID         -  CR0435
 CR0435  STATE/COUNTY-  TX/SMITH
 CR0435  USGS QUAD   -  TYLER NORTH (1973)
 CR0435
 CR0435                         *CURRENT SURVEY CONTROL
 CR0435  ___________________________________________________________________
 CR0435* NAD 83(1986)-  32 23 24.     (N)    095 19 22.     (W)     SCALED    
 CR0435* NAVD 88     -       134.092  (meters)     439.93   (feet)  ADJUSTED  
 CR0435  ___________________________________________________________________
 CR0435  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0435  DYNAMIC HT  -         133.935 (meters)     439.42  (feet)  COMP
 CR0435  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 CR0435
 CR0435  VERT ORDER  -  FIRST     CLASS II
 CR0435
 CR0435.The horizontal coordinates were scaled from a topographic map and have
 CR0435.an estimated accuracy of +/- 6 seconds.
 CR0435
 CR0435.The orthometric height was determined by differential leveling
 CR0435.and adjusted by the National Geodetic Survey in June 1991..
 CR0435
 CR0435.The geoid height was determined by GEOID03.
 CR0435
 CR0435.The dynamic height is computed by dividing the NAVD 88
 CR0435.geopotential number by the normal gravity value computed on the
 CR0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0435.degrees latitude (g = 980.6199 gals.).
 CR0435
 CR0435.The modeled gravity was interpolated from observed gravity values.
 CR0435
 CR0435;                    North         East    Units  Estimated Accuracy
 CR0435;SPC TXNC     - 2,084,730.      898,880.      MT  (+/- 180 meters Scaled)
 CR0435
 CR0435                          SUPERSEDED SURVEY CONTROL
 CR0435
 CR0435  NGVD 29 (??/??/92)  134.121  (m)          440.03   (f) ADJ UNCH    1 2
 CR0435
 CR0435.Superseded values are not recommended for survey control.
 CR0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0435.See file dsdata.txt to determine how the superseded data were derived.
 CR0435
 CR0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR815860(NAD 83)
 CR0435_MARKER: DB = BENCH MARK DISK
 CR0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0435_STAMPING: B 1162 1959
 CR0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0435+STABILITY: SURFACE MOTION
 CR0435
 CR0435  HISTORY     - Date     Condition        Report By
 CR0435  HISTORY     - 1959     MONUMENTED       CGS
 CR0435  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0435
 CR0435                          STATION DESCRIPTION
 CR0435
 CR0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0435'2.95 MI N FROM TYLER.
 CR0435'ABOUT 2.95 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0435'FROM THE STATION AT TYLER, 5 1/2 POLES NORTHWEST OF MILEPOST 22, 63
 CR0435'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 83 FEET WEST OF THE CENTER OF AN
 CR0435'OLD ROAD CROSSING, 55 FEET NORTHWEST OF A T FENCE CORNER POST, 28 FEET
 CR0435'NORTHWEST OF THE CENTER LINE OF A GATE, 7 1/2 FEET NORTHEAST OF A
 CR0435'FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 5 1/2 FEET
 CR0435'ABOVE THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 CR0435'PROJECTING 6 INCHES.
 CR0435
 CR0435                          STATION RECOVERY (1991)
 CR0435
 CR0435'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 CR0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0813 ***********************************************************************
 CR0813  DESIGNATION -  B 1163
 CR0813  PID         -  CR0813
 CR0813  STATE/COUNTY-  TX/WOOD
 CR0813  USGS QUAD   -  GOLDEN (1981)
 CR0813
 CR0813                         *CURRENT SURVEY CONTROL
 CR0813  ___________________________________________________________________
 CR0813* NAD 83(1986)-  32 43 50.     (N)    095 33 56.     (W)     SCALED    
 CR0813* NAVD 88     -       126.691  (meters)     415.65   (feet)  ADJUSTED  
 CR0813  ___________________________________________________________________
 CR0813  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0813  DYNAMIC HT  -         126.548 (meters)     415.18  (feet)  COMP
 CR0813  MODELED GRAV-     979,508.0   (mgal)                       NAVD 88
 CR0813
 CR0813  VERT ORDER  -  FIRST     CLASS II
 CR0813
 CR0813.The horizontal coordinates were scaled from a topographic map and have
 CR0813.an estimated accuracy of +/- 6 seconds.
 CR0813
 CR0813.The orthometric height was determined by differential leveling
 CR0813.and adjusted by the National Geodetic Survey in June 1991..
 CR0813
 CR0813.The geoid height was determined by GEOID03.
 CR0813
 CR0813.The dynamic height is computed by dividing the NAVD 88
 CR0813.geopotential number by the normal gravity value computed on the
 CR0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0813.degrees latitude (g = 980.6199 gals.).
 CR0813
 CR0813.The modeled gravity was interpolated from observed gravity values.
 CR0813
 CR0813;                    North         East    Units  Estimated Accuracy
 CR0813;SPC TXNC     - 2,121,820.      875,000.      MT  (+/- 180 meters Scaled)
 CR0813
 CR0813                          SUPERSEDED SURVEY CONTROL
 CR0813
 CR0813  NGVD 29 (??/??/92)  126.714  (m)          415.73   (f) ADJ UNCH    1 2
 CR0813
 CR0813.Superseded values are not recommended for survey control.
 CR0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0813.See file dsdata.txt to determine how the superseded data were derived.
 CR0813
 CR0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS595243(NAD 83)
 CR0813_MARKER: DB = BENCH MARK DISK
 CR0813_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CR0813_SP_SET: 12 FT
 CR0813_STAMPING: B 1163 1959
 CR0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0813
 CR0813  HISTORY     - Date     Condition        Report By
 CR0813  HISTORY     - 1959     MONUMENTED       CGS
 CR0813  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0813
 CR0813                          STATION DESCRIPTION
 CR0813
 CR0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0813'0.2 MI W FROM GOLDEN.
 CR0813'ABOUT 0.2 MILE WEST ALONG FARM ROAD 779 FROM THE JUNCTION WITH FARM
 CR0813'ROAD 1799 AT GOLDEN, AT THE SOUTHEAST CORNER OF A CEMETERY, 65 FEET
 CR0813'NORTH OF THE CENTER LINE OF THE ROAD, 25 1/2 FEET SOUTHWEST OF A LONE
 CR0813'32-INCH OAK TREE, 1 FOOT SOUTHEAST OF A BRICK RETAINING WALL ALONG THE
 CR0813'SOUTHEAST SIDE OF THE CEMETERY, AND ON THE TOP OF A 5/8-INCH COPPER
 CR0813'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 12 FEET AND IS ENCASED IN A
 CR0813'6-INCH TILE PROJECTING 1 INCH.
 CR0813
 CR0813                          STATION RECOVERY (1995)
 CR0813
 CR0813'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0075 ***********************************************************************
 DN0075  DESIGNATION -  B 1164
 DN0075  PID         -  DN0075
 DN0075  STATE/COUNTY-  TX/HUNT
 DN0075  USGS QUAD   -  GREENVILLE SE (1962)
 DN0075
 DN0075                         *CURRENT SURVEY CONTROL
 DN0075  ___________________________________________________________________
 DN0075* NAD 83(1986)-  33 04 14.     (N)    096 01 42.     (W)     SCALED    
 DN0075* NAVD 88     -       153.633  (meters)     504.04   (feet)  ADJUSTED  
 DN0075  ___________________________________________________________________
 DN0075  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN0075  DYNAMIC HT  -         153.465 (meters)     503.49  (feet)  COMP
 DN0075  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 DN0075
 DN0075  VERT ORDER  -  FIRST     CLASS II
 DN0075
 DN0075.The horizontal coordinates were scaled from a topographic map and have
 DN0075.an estimated accuracy of +/- 6 seconds.
 DN0075
 DN0075.The orthometric height was determined by differential leveling
 DN0075.and adjusted by the National Geodetic Survey in June 1991..
 DN0075
 DN0075.The geoid height was determined by GEOID03.
 DN0075
 DN0075.The dynamic height is computed by dividing the NAVD 88
 DN0075.geopotential number by the normal gravity value computed on the
 DN0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0075.degrees latitude (g = 980.6199 gals.).
 DN0075
 DN0075.The modeled gravity was interpolated from observed gravity values.
 DN0075
 DN0075;                    North         East    Units  Estimated Accuracy
 DN0075;SPC TXNC     - 2,158,390.      830,750.      MT  (+/- 180 meters Scaled)
 DN0075
 DN0075                          SUPERSEDED SURVEY CONTROL
 DN0075
 DN0075  NGVD 29 (??/??/92)  153.628  (m)          504.03   (f) ADJ UNCH    1 2
 DN0075
 DN0075.Superseded values are not recommended for survey control.
 DN0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0075.See file dsdata.txt to determine how the superseded data were derived.
 DN0075
 DN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB774630(NAD 83)
 DN0075_MARKER: DB = BENCH MARK DISK
 DN0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0075_SP_SET: CULVERT
 DN0075_STAMPING: B 1164 1959
 DN0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0075
 DN0075  HISTORY     - Date     Condition        Report By
 DN0075  HISTORY     - 1959     MONUMENTED       CGS
 DN0075  HISTORY     - 19940421 GOOD             USPSQD
 DN0075
 DN0075                          STATION DESCRIPTION
 DN0075
 DN0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0075'7.3 MI SE FROM GREENVILLE.
 DN0075'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0075'FROM THE STATION AT GREENVILLE, THENCE ABOUT 5.8 MILES SOUTHEAST ALONG
 DN0075'U. S. HIGHWAY 69, 25 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DN0075'IN THE TOP OF AND CENTER OF THE NORTHEAST CONCRETE HEAD WALL OF
 DN0075'CULVERT, ABOUT 0.15 MILE NORTHWEST OF THE DIXON BAPTIST CHURCH, ABOUT
 DN0075'400 FEET NORTHWEST OF A CURVE IN THE HIGHWAY, AND ABOUT LEVEL WITH THE
 DN0075'HIGHWAY.
 DN0075
 DN0075                          STATION RECOVERY (1994)
 DN0075
 DN0075'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1276 ***********************************************************************
 BL1276  DESIGNATION -  B 1165
 BL1276  PID         -  BL1276
 BL1276  STATE/COUNTY-  TX/MONTGOMERY
 BL1276  USGS QUAD   -  WILLIS (1997)
 BL1276
 BL1276                         *CURRENT SURVEY CONTROL
 BL1276  ___________________________________________________________________
 BL1276* NAD 83(1986)-  30 26 57.     (N)    095 28 41.     (W)     SCALED    
 BL1276* NAVD 88     -       108.479  (meters)     355.90   (feet)  ADJUSTED  
 BL1276  ___________________________________________________________________
 BL1276  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1276  DYNAMIC HT  -         108.335 (meters)     355.43  (feet)  COMP
 BL1276  MODELED GRAV-     979,314.1   (mgal)                       NAVD 88
 BL1276
 BL1276  VERT ORDER  -  FIRST     CLASS I
 BL1276
 BL1276.The horizontal coordinates were scaled from a topographic map and have
 BL1276.an estimated accuracy of +/- 6 seconds.
 BL1276
 BL1276.The orthometric height was determined by differential leveling
 BL1276.and adjusted by the National Geodetic Survey in June 1991..
 BL1276
 BL1276.The geoid height was determined by GEOID03.
 BL1276
 BL1276.The dynamic height is computed by dividing the NAVD 88
 BL1276.geopotential number by the normal gravity value computed on the
 BL1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1276.degrees latitude (g = 980.6199 gals.).
 BL1276
 BL1276.The modeled gravity was interpolated from observed gravity values.
 BL1276
 BL1276;                    North         East    Units  Estimated Accuracy
 BL1276;SPC TX C     - 3,096,920.    1,166,160.      MT  (+/- 180 meters Scaled)
 BL1276
 BL1276                          SUPERSEDED SURVEY CONTROL
 BL1276
 BL1276  NGVD 29 (12/23/87)  108.483  (m)          355.91   (f) ADJUSTED    1 1
 BL1276
 BL1276.Superseded values are not recommended for survey control.
 BL1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1276.See file dsdata.txt to determine how the superseded data were derived.
 BL1276
 BL1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP620711(NAD 83)
 BL1276_MARKER: DB = BENCH MARK DISK
 BL1276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1276_SP_SET: SHALLOW-SET PIPE
 BL1276_STAMPING: B 1165 1960
 BL1276_MARK LOGO: CGS   
 BL1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1276
 BL1276  HISTORY     - Date     Condition        Report By
 BL1276  HISTORY     - 1960     MONUMENTED       CGS
 BL1276  HISTORY     - 1973     GOOD             NGS
 BL1276  HISTORY     - 1978     GOOD             NGS
 BL1276  HISTORY     - 1987     GOOD             NGS
 BL1276
 BL1276                          STATION DESCRIPTION
 BL1276
 BL1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1276'1.55 MI N FROM WILLIS.
 BL1276'ABOUT 1.55 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1276'STATION AT WILLIS, ABOUT 83.6 FEET SOUTH OF MILE POST 102, 48.7 FEET
 BL1276'WEST OF THE WEST RAIL, 1.9 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A
 BL1276'METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND IS A DISK SET ON
 BL1276'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 0.4 FOOT.
 BL1276
 BL1276                          STATION RECOVERY (1978)
 BL1276
 BL1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1276'RECOVERED IN GOOD CONDITION.
 BL1276
 BL1276                          STATION RECOVERY (1987)
 BL1276
 BL1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1276'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.5 KM (1.55
 BL1276'MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1276'WITH STEWART STREET IN WILLIS.  ADD--0.3 M (1.0 FT) SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1417 ***********************************************************************
 BY1417  DESIGNATION -  B 1166
 BY1417  PID         -  BY1417
 BY1417  STATE/COUNTY-  TX/TRINITY
 BY1417  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1417
 BY1417                         *CURRENT SURVEY CONTROL
 BY1417  ___________________________________________________________________
 BY1417* NAD 83(1986)-  31 00 56.     (N)    095 22 41.     (W)     SCALED    
 BY1417* NAVD 88     -        60.81   (+/-2cm)     199.5    (feet)  VERTCON   
 BY1417  ___________________________________________________________________
 BY1417  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY1417
 BY1417  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1417
 BY1417.The horizontal coordinates were scaled from a topographic map and have
 BY1417.an estimated accuracy of +/- 6 seconds.
 BY1417
 BY1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1417.The vertical order pertains to the NGVD 29 superseded value.
 BY1417
 BY1417.The geoid height was determined by GEOID03.
 BY1417
 BY1417;                    North         East    Units  Estimated Accuracy
 BY1417;SPC TX C     - 3,160,070.    1,172,960.      MT  (+/- 180 meters Scaled)
 BY1417
 BY1417                          SUPERSEDED SURVEY CONTROL
 BY1417
 BY1417  NGVD 29 (??/??/92)   60.816  (m)          199.53   (f) ADJ UNCH    1 2
 BY1417
 BY1417.Superseded values are not recommended for survey control.
 BY1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1417.See file dsdata.txt to determine how the superseded data were derived.
 BY1417
 BY1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ729337(NAD 83)
 BY1417_MARKER: DB = BENCH MARK DISK
 BY1417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY1417_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY1417_STAMPING: B 1166 1960
 BY1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1417
 BY1417  HISTORY     - Date     Condition        Report By
 BY1417  HISTORY     - 1960     MONUMENTED       CGS
 BY1417
 BY1417                          STATION DESCRIPTION
 BY1417
 BY1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1417'4.95 MI N FROM TRINITY.
 BY1417'ABOUT 4.95 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1417'STATION AT TRINITY, 12 FEET SOUTH OF MILEPOST 60, 29 1/2 FEET WEST OF
 BY1417'THE WEST RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 39 FEET EAST OF
 BY1417'A FENCE, 26 FEET NORTHEAST OF A PINE TREE MARKED WITH AN X, ABOUT
 BY1417'LEVEL WITH THE TRACK AND ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH
 BY1417'PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0072 ***********************************************************************
 DO0072  DESIGNATION -  B 1167
 DO0072  PID         -  DO0072
 DO0072  STATE/COUNTY-  TX/CLAY
 DO0072  USGS QUAD   -  VASHTI (1963)
 DO0072
 DO0072                         *CURRENT SURVEY CONTROL
 DO0072  ___________________________________________________________________
 DO0072* NAD 83(1986)-  33 33 19.     (N)    098 02 06.     (W)     SCALED    
 DO0072* NAVD 88     -       331.952  (meters)    1089.08   (feet)  ADJUSTED  
 DO0072  ___________________________________________________________________
 DO0072  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DO0072  DYNAMIC HT  -         331.582 (meters)    1087.87  (feet)  COMP
 DO0072  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 DO0072
 DO0072  VERT ORDER  -  SECOND    CLASS 0
 DO0072
 DO0072.The horizontal coordinates were scaled from a topographic map and have
 DO0072.an estimated accuracy of +/- 6 seconds.
 DO0072
 DO0072.The orthometric height was determined by differential leveling
 DO0072.and adjusted by the National Geodetic Survey in June 1991..
 DO0072
 DO0072.The geoid height was determined by GEOID03.
 DO0072
 DO0072.The dynamic height is computed by dividing the NAVD 88
 DO0072.geopotential number by the normal gravity value computed on the
 DO0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0072.degrees latitude (g = 980.6199 gals.).
 DO0072
 DO0072.The modeled gravity was interpolated from observed gravity values.
 DO0072
 DO0072;                    North         East    Units  Estimated Accuracy
 DO0072;SPC TXNC     - 2,209,530.      643,180.      MT  (+/- 180 meters Scaled)
 DO0072
 DO0072                          SUPERSEDED SURVEY CONTROL
 DO0072
 DO0072  NGVD 29 (??/??/92)  332.019  (m)         1089.30   (f) ADJ UNCH    2 0
 DO0072
 DO0072.Superseded values are not recommended for survey control.
 DO0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0072.See file dsdata.txt to determine how the superseded data were derived.
 DO0072
 DO0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC895132(NAD 83)
 DO0072_MARKER: DB = BENCH MARK DISK
 DO0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0072_STAMPING: B 1167 1961
 DO0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0072+STABILITY: SURFACE MOTION
 DO0072
 DO0072  HISTORY     - Date     Condition        Report By
 DO0072  HISTORY     - 1961     MONUMENTED       CGS
 DO0072
 DO0072                          STATION DESCRIPTION
 DO0072
 DO0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0072'IN VASHTI.
 DO0072'AT VASHTI, AT THE NORTHWEST CORNER OF THE VASHTI CEMETERY, 215 FEET
 DO0072'NORTHEAST OF THE NORTHEAST CORNER OF THE METHODIST CHURCH, 26 FEET
 DO0072'SOUTH OF THE CENTER LINE OF FARM ROAD 174, 2 FEET SOUTHWEST OF THE
 DO0072'NORTHWEST CORNER FENCE POST OF A FENCE AROUND THE CEMETERY, ABOUT
 DO0072'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 DO0072'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0226 ***********************************************************************
 DO0226  DESIGNATION -  B 1168
 DO0226  PID         -  DO0226
 DO0226  STATE/COUNTY-  TX/JACK
 DO0226  USGS QUAD   -  POSTOAK (1979)
 DO0226
 DO0226                         *CURRENT SURVEY CONTROL
 DO0226  ___________________________________________________________________
 DO0226* NAD 83(1986)-  33 23 40.     (N)    098 12 00.     (W)     SCALED    
 DO0226* NAVD 88     -       290.709  (meters)     953.77   (feet)  ADJUSTED  
 DO0226  ___________________________________________________________________
 DO0226  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DO0226  DYNAMIC HT  -         290.382 (meters)     952.69  (feet)  COMP
 DO0226  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 DO0226
 DO0226  VERT ORDER  -  SECOND    CLASS 0
 DO0226
 DO0226.The horizontal coordinates were scaled from a topographic map and have
 DO0226.an estimated accuracy of +/- 6 seconds.
 DO0226
 DO0226.The orthometric height was determined by differential leveling
 DO0226.and adjusted by the National Geodetic Survey in June 1991..
 DO0226
 DO0226.The geoid height was determined by GEOID03.
 DO0226
 DO0226.The dynamic height is computed by dividing the NAVD 88
 DO0226.geopotential number by the normal gravity value computed on the
 DO0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0226.degrees latitude (g = 980.6199 gals.).
 DO0226
 DO0226.The modeled gravity was interpolated from observed gravity values.
 DO0226
 DO0226;                    North         East    Units  Estimated Accuracy
 DO0226;SPC TXNC     - 2,191,630.      627,910.      MT  (+/- 180 meters Scaled)
 DO0226
 DO0226                          SUPERSEDED SURVEY CONTROL
 DO0226
 DO0226  NGVD 29 (??/??/92)  290.794  (m)          954.05   (f) ADJ UNCH    2 0
 DO0226
 DO0226.Superseded values are not recommended for survey control.
 DO0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0226.See file dsdata.txt to determine how the superseded data were derived.
 DO0226
 DO0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB743953(NAD 83)
 DO0226_MARKER: DB = BENCH MARK DISK
 DO0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0226_SP_SET: CULVERT
 DO0226_STAMPING: B 1168 1961
 DO0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0226
 DO0226  HISTORY     - Date     Condition        Report By
 DO0226  HISTORY     - 1961     MONUMENTED       CGS
 DO0226  HISTORY     - 1984     GOOD             NGS
 DO0226  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0226
 DO0226                          STATION DESCRIPTION
 DO0226
 DO0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0226'12.95 MI N FROM JACKSBORO.
 DO0226'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0226'199 AND 148 FROM THE COURTHOUSE AT JACKSBORO, THENCE 12.25 MILES NORTH
 DO0226'ALONG STATE HIGHWAY 148, 92 FEET WEST OF THE CENTER LINE OF THE
 DO0226'HIGHWAY, SET IN THE TOP OF A MASS OF SANDSTONE AT THE FOOT OF THE EAST
 DO0226'SLOPE OF A HILL, 268 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 DO0226'OF THE HIGHWAY AND A DIRT ROAD LEADING EAST, 158 FEET SOUTHWEST OF THE
 DO0226'WEST HEADWALL OF A CONCRETE CULVERT, 3 FEET EAST OF A FENCE, ABOUT 6
 DO0226'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND PROJECTING 16 INCHES.
 DO0226
 DO0226                          STATION RECOVERY (1984)
 DO0226
 DO0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0226'RECOVERED IN GOOD CONDITION.
 DO0226
 DO0226                          STATION RECOVERY (2005)
 DO0226
 DO0226'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0367 ***********************************************************************
 DO0367  DESIGNATION -  B 1169
 DO0367  PID         -  DO0367
 DO0367  STATE/COUNTY-  TX/ARCHER
 DO0367  USGS QUAD   -  ARCHER CITY EAST (1963)
 DO0367
 DO0367                         *CURRENT SURVEY CONTROL
 DO0367  ___________________________________________________________________
 DO0367* NAD 83(1986)-  33 35 38.     (N)    098 36 27.     (W)     SCALED    
 DO0367* NAVD 88     -       326.056  (meters)    1069.74   (feet)  ADJUSTED  
 DO0367  ___________________________________________________________________
 DO0367  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DO0367  DYNAMIC HT  -         325.688 (meters)    1068.53  (feet)  COMP
 DO0367  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 DO0367
 DO0367  VERT ORDER  -  SECOND    CLASS 0
 DO0367
 DO0367.The horizontal coordinates were scaled from a topographic map and have
 DO0367.an estimated accuracy of +/- 6 seconds.
 DO0367
 DO0367.The orthometric height was determined by differential leveling
 DO0367.and adjusted by the National Geodetic Survey in June 1991..
 DO0367
 DO0367.The geoid height was determined by GEOID03.
 DO0367
 DO0367.The dynamic height is computed by dividing the NAVD 88
 DO0367.geopotential number by the normal gravity value computed on the
 DO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0367.degrees latitude (g = 980.6199 gals.).
 DO0367
 DO0367.The modeled gravity was interpolated from observed gravity values.
 DO0367
 DO0367;                    North         East    Units  Estimated Accuracy
 DO0367;SPC TXNC     - 2,213,720.      590,020.      MT  (+/- 180 meters Scaled)
 DO0367
 DO0367                          SUPERSEDED SURVEY CONTROL
 DO0367
 DO0367  NGVD 29 (??/??/92)  325.970  (m)         1069.45   (f) ADJ UNCH    2 0
 DO0367
 DO0367.Superseded values are not recommended for survey control.
 DO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0367.See file dsdata.txt to determine how the superseded data were derived.
 DO0367
 DO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC364171(NAD 83)
 DO0367_MARKER: DB = BENCH MARK DISK
 DO0367_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DO0367_SP_SET: 12 FT
 DO0367_STAMPING: B 1169 1961
 DO0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0367
 DO0367  HISTORY     - Date     Condition        Report By
 DO0367  HISTORY     - 1961     MONUMENTED       CGS
 DO0367  HISTORY     - 1975     GOOD             NGS
 DO0367
 DO0367                          STATION DESCRIPTION
 DO0367
 DO0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0367'1.0 MI E FROM ARCHER CITY.
 DO0367'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE AT
 DO0367'ARCHER CITY, 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 DO0367'SOUTH OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL
 DO0367'WITH THE HIGHWAY, A DISK ON A 5/8-INCH COPPER COATED ROD THAT IS
 DO0367'DRIVEN TO A DEPTH OF 12 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 DO0367'PROJECTS 4 INCHES.
 DO0367
 DO0367                          STATION RECOVERY (1975)
 DO0367
 DO0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DO0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0029 ***********************************************************************
 CA0029  DESIGNATION -  B 117
 CA0029  PID         -  CA0029
 CA0029  STATE/COUNTY-  TX/HAMILTON
 CA0029  USGS QUAD   -  HICO (1979)
 CA0029
 CA0029                         *CURRENT SURVEY CONTROL
 CA0029  ___________________________________________________________________
 CA0029* NAD 83(1986)-  31 52 40.     (N)    098 06 26.     (W)     SCALED    
 CA0029* NAVD 88     -       390.159  (meters)    1280.05   (feet)  ADJUSTED  
 CA0029  ___________________________________________________________________
 CA0029  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CA0029  DYNAMIC HT  -         389.660 (meters)    1278.41  (feet)  COMP
 CA0029  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 CA0029
 CA0029  VERT ORDER  -  SECOND    CLASS 0
 CA0029
 CA0029.The horizontal coordinates were scaled from a topographic map and have
 CA0029.an estimated accuracy of +/- 6 seconds.
 CA0029
 CA0029.The orthometric height was determined by differential leveling
 CA0029.and adjusted by the National Geodetic Survey in June 1991..
 CA0029
 CA0029.The geoid height was determined by GEOID03.
 CA0029
 CA0029.The dynamic height is computed by dividing the NAVD 88
 CA0029.geopotential number by the normal gravity value computed on the
 CA0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0029.degrees latitude (g = 980.6199 gals.).
 CA0029
 CA0029.The modeled gravity was interpolated from observed gravity values.
 CA0029
 CA0029;                    North         East    Units  Estimated Accuracy
 CA0029;SPC TX C     - 3,247,230.      910,620.      MT  (+/- 180 meters Scaled)
 CA0029
 CA0029                          SUPERSEDED SURVEY CONTROL
 CA0029
 CA0029  NGVD 29 (??/??/92)  390.079  (m)         1279.78   (f) ADJ UNCH    2 0
 CA0029
 CA0029.Superseded values are not recommended for survey control.
 CA0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0029.See file dsdata.txt to determine how the superseded data were derived.
 CA0029
 CA0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA844272(NAD 83)
 CA0029_MARKER: DB = BENCH MARK DISK
 CA0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0029_STAMPING: 1279.965 B 117 1933
 CA0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0029+STABILITY: SURFACE MOTION
 CA0029
 CA0029  HISTORY     - Date     Condition        Report By
 CA0029  HISTORY     - 1933     MONUMENTED       CGS
 CA0029  HISTORY     - 1935     GOOD             NGS
 CA0029
 CA0029                          STATION DESCRIPTION
 CA0029
 CA0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0029'8.9 MI S FROM HICO.
 CA0029'8.9 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE POST OFFICE AT HICO,
 CA0029'HAMILTON COUNTY, AT OLIN DISTRICT SCHOOL NO. 6, IN THE SOUTHWEST
 CA0029'CORNER OF THE SCHOOLYARD, AND 5 FEET WEST OF THE WEST RIGHT-OF-WAY
 CA0029'FENCE AND SET IN THE TOP OF A CONCRETE POST.
 CA0029
 CA0029                          STATION RECOVERY (1935)
 CA0029
 CA0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0138 ***********************************************************************
 DO0138  DESIGNATION -  B 1170
 DO0138  PID         -  DO0138
 DO0138  STATE/COUNTY-  TX/JACK
 DO0138  USGS QUAD   -  LYNN CREEK (1981)
 DO0138
 DO0138                         *CURRENT SURVEY CONTROL
 DO0138  ___________________________________________________________________
 DO0138* NAD 83(1986)-  33 19 00.     (N)    098 20 27.     (W)     SCALED    
 DO0138* NAVD 88     -       319.943  (meters)    1049.68   (feet)  ADJUSTED  
 DO0138  ___________________________________________________________________
 DO0138  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DO0138  DYNAMIC HT  -         319.577 (meters)    1048.48  (feet)  COMP
 DO0138  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 DO0138
 DO0138  VERT ORDER  -  SECOND    CLASS 0
 DO0138
 DO0138.The horizontal coordinates were scaled from a topographic map and have
 DO0138.an estimated accuracy of +/- 6 seconds.
 DO0138
 DO0138.The orthometric height was determined by differential leveling
 DO0138.and adjusted by the National Geodetic Survey in June 1991..
 DO0138
 DO0138.The geoid height was determined by GEOID03.
 DO0138
 DO0138.The dynamic height is computed by dividing the NAVD 88
 DO0138.geopotential number by the normal gravity value computed on the
 DO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0138.degrees latitude (g = 980.6199 gals.).
 DO0138
 DO0138.The modeled gravity was interpolated from observed gravity values.
 DO0138
 DO0138;                    North         East    Units  Estimated Accuracy
 DO0138;SPC TXNC     - 2,182,980.      614,820.      MT  (+/- 180 meters Scaled)
 DO0138
 DO0138                          SUPERSEDED SURVEY CONTROL
 DO0138
 DO0138  NGVD 29 (??/??/92)  319.873  (m)         1049.45   (f) ADJ UNCH    2 0
 DO0138
 DO0138.Superseded values are not recommended for survey control.
 DO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0138.See file dsdata.txt to determine how the superseded data were derived.
 DO0138
 DO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB613865(NAD 83)
 DO0138_MARKER: DB = BENCH MARK DISK
 DO0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0138_SP_SET: CULVERT
 DO0138_STAMPING: B 1170 1961
 DO0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0138
 DO0138  HISTORY     - Date     Condition        Report By
 DO0138  HISTORY     - 1961     MONUMENTED       CGS
 DO0138  HISTORY     - 20010325 GOOD             USPSQD
 DO0138  HISTORY     - 20050416 GOOD             USPSQD
 DO0138
 DO0138                          STATION DESCRIPTION
 DO0138
 DO0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0138'9.25 MI S FROM ANTELOPE.
 DO0138'ABOUT 1.95 MILES SOUTH ALONG BUSINESS LOOP 187 FROM THE POST OFFICE AT
 DO0138'ANTELOPE, THENCE 7.3 MILES SOUTH ALONG U. S. HIGHWAY 281, 0.1 MILE
 DO0138'NORTHWEST OF THE JUNCTION OF THE HIGHWAY AND AN EAST-WEST DIRT ROAD,
 DO0138'33 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 DO0138'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A CONCRETE
 DO0138'CULVERT, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 DO0138
 DO0138                          STATION RECOVERY (2001)
 DO0138
 DO0138'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0138'RECOVERED IN GOOD CONDITION.
 DO0138
 DO0138                          STATION RECOVERY (2005)
 DO0138
 DO0138'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0347 ***********************************************************************
 CU0347  DESIGNATION -  B 1171
 CU0347  PID         -  CU0347
 CU0347  STATE/COUNTY-  TX/MITCHELL
 CU0347  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0347
 CU0347                         *CURRENT SURVEY CONTROL
 CU0347  ___________________________________________________________________
 CU0347* NAD 83(1986)-  32 21 22.     (N)    100 49 47.     (W)     SCALED    
 CU0347* NAVD 88     -       650.624  (meters)    2134.59   (feet)  ADJUSTED  
 CU0347  ___________________________________________________________________
 CU0347  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CU0347  DYNAMIC HT  -         649.756 (meters)    2131.74  (feet)  COMP
 CU0347  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 CU0347
 CU0347  VERT ORDER  -  SECOND    CLASS 0
 CU0347
 CU0347.The horizontal coordinates were scaled from a topographic map and have
 CU0347.an estimated accuracy of +/- 6 seconds.
 CU0347
 CU0347.The orthometric height was determined by differential leveling
 CU0347.and adjusted by the National Geodetic Survey in June 1991..
 CU0347
 CU0347.The geoid height was determined by GEOID03.
 CU0347
 CU0347.The dynamic height is computed by dividing the NAVD 88
 CU0347.geopotential number by the normal gravity value computed on the
 CU0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0347.degrees latitude (g = 980.6199 gals.).
 CU0347
 CU0347.The modeled gravity was interpolated from observed gravity values.
 CU0347
 CU0347;                    North         East    Units  Estimated Accuracy
 CU0347;SPC TXNC     - 2,078,890.      380,740.      MT  (+/- 180 meters Scaled)
 CU0347
 CU0347                          SUPERSEDED SURVEY CONTROL
 CU0347
 CU0347  NGVD 29 (??/??/92)  650.414  (m)         2133.90   (f) ADJ UNCH    2 0
 CU0347
 CU0347.Superseded values are not recommended for survey control.
 CU0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0347.See file dsdata.txt to determine how the superseded data were derived.
 CU0347
 CU0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA278813(NAD 83)
 CU0347_MARKER: DB = BENCH MARK DISK
 CU0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0347_SP_SET: CULVERT
 CU0347_STAMPING: B 1171 1961
 CU0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0347
 CU0347  HISTORY     - Date     Condition        Report By
 CU0347  HISTORY     - 1961     MONUMENTED       CGS
 CU0347
 CU0347                          STATION DESCRIPTION
 CU0347
 CU0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0347'3.95 MI SE FROM COLORADO CITY.
 CU0347'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0347'STATION AT COLORADO CITY, THENCE 2.15 MILES SOUTHEAST ALONG STATE
 CU0347'HIGHWAY 208, 21 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET
 CU0347'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A TRIPLE
 CU0347'CHANNEL CULVERT, AND ABOUT 12 INCHES ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0384 ***********************************************************************
 CU0384  DESIGNATION -  B 1172
 CU0384  PID         -  CU0384
 CU0384  STATE/COUNTY-  TX/COKE
 CU0384  USGS QUAD   -  SANCO (1987)
 CU0384
 CU0384                         *CURRENT SURVEY CONTROL
 CU0384  ___________________________________________________________________
 CU0384* NAD 83(1986)-  32 02 58.     (N)    100 36 00.     (W)     SCALED    
 CU0384* NAVD 88     -       693.659  (meters)    2275.78   (feet)  ADJUSTED  
 CU0384  ___________________________________________________________________
 CU0384  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CU0384  DYNAMIC HT  -         692.731 (meters)    2272.74  (feet)  COMP
 CU0384  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 CU0384
 CU0384  VERT ORDER  -  SECOND    CLASS 0
 CU0384
 CU0384.The horizontal coordinates were scaled from a topographic map and have
 CU0384.an estimated accuracy of +/- 6 seconds.
 CU0384
 CU0384.The orthometric height was determined by differential leveling
 CU0384.and adjusted by the National Geodetic Survey in June 1991..
 CU0384
 CU0384.The geoid height was determined by GEOID03.
 CU0384
 CU0384.The dynamic height is computed by dividing the NAVD 88
 CU0384.geopotential number by the normal gravity value computed on the
 CU0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0384.degrees latitude (g = 980.6199 gals.).
 CU0384
 CU0384.The modeled gravity was interpolated from observed gravity values.
 CU0384
 CU0384;                    North         East    Units  Estimated Accuracy
 CU0384;SPC TX C     - 3,264,190.      674,810.      MT  (+/- 180 meters Scaled)
 CU0384
 CU0384                          SUPERSEDED SURVEY CONTROL
 CU0384
 CU0384  NGVD 29 (??/??/92)  693.451  (m)         2275.10   (f) ADJ UNCH    2 0
 CU0384
 CU0384.Superseded values are not recommended for survey control.
 CU0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0384.See file dsdata.txt to determine how the superseded data were derived.
 CU0384
 CU0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA489470(NAD 83)
 CU0384_MARKER: DB = BENCH MARK DISK
 CU0384_SETTING: 66 = SET IN ROCK OUTCROP
 CU0384_SP_SET: OUTCROP
 CU0384_STAMPING: B 1172 1961
 CU0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0384+STABILITY: POSITION/ELEVATION WELL
 CU0384
 CU0384  HISTORY     - Date     Condition        Report By
 CU0384  HISTORY     - 1961     MONUMENTED       CGS
 CU0384
 CU0384                          STATION DESCRIPTION
 CU0384
 CU0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0384'6.3 MI SE FROM SILVER.
 CU0384'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0384'AT SILVER, THENCE 5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 208, 0.25
 CU0384'MILE EAST OF THE CREST OF A HILL, 0.1 MILE NORTH OF A PROMINENT HILL,
 CU0384'AT THE HEAD OF A ROCK WASH, 173 FEET SOUTHWEST OF THE CENTER LINE OF
 CU0384'THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP WHICH IS FLUSH WITH THE
 CU0384'GROUND ON THE UPPER SIDE, 101 FEET SOUTHWEST OF A FENCE, 88 FEET
 CU0384'SOUTHWEST OF A POINT IN LINE WITH A ROW OF POWER POLES, 4 FEET ABOVE A
 CU0384'FLAT SANDSTONE OUTCROP WHICH IS MARKED BY THE LETTERS BM PAINTED
 CU0384'WHITE, AND ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0024 ***********************************************************************
 CU0024  DESIGNATION -  B 1173
 CU0024  PID         -  CU0024
 CU0024  STATE/COUNTY-  TX/FISHER
 CU0024  USGS QUAD   -  LONGWORTH (1969)
 CU0024
 CU0024                         *CURRENT SURVEY CONTROL
 CU0024  ___________________________________________________________________
 CU0024* NAD 83(1986)-  32 40 12.     (N)    100 19 15.     (W)     SCALED    
 CU0024* NAVD 88     -       584.336  (meters)    1917.11   (feet)  ADJUSTED  
 CU0024  ___________________________________________________________________
 CU0024  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CU0024  DYNAMIC HT  -         583.564 (meters)    1914.58  (feet)  COMP
 CU0024  MODELED GRAV-     979,299.5   (mgal)                       NAVD 88
 CU0024
 CU0024  VERT ORDER  -  SECOND    CLASS 0
 CU0024
 CU0024.The horizontal coordinates were scaled from a topographic map and have
 CU0024.an estimated accuracy of +/- 6 seconds.
 CU0024
 CU0024.The orthometric height was determined by differential leveling
 CU0024.and adjusted by the National Geodetic Survey in June 1991..
 CU0024
 CU0024.The geoid height was determined by GEOID03.
 CU0024
 CU0024.The dynamic height is computed by dividing the NAVD 88
 CU0024.geopotential number by the normal gravity value computed on the
 CU0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0024.degrees latitude (g = 980.6199 gals.).
 CU0024
 CU0024.The modeled gravity was interpolated from observed gravity values.
 CU0024
 CU0024;                    North         East    Units  Estimated Accuracy
 CU0024;SPC TXNC     - 2,112,740.      429,230.      MT  (+/- 180 meters Scaled)
 CU0024
 CU0024                          SUPERSEDED SURVEY CONTROL
 CU0024
 CU0024  NGVD 29 (??/??/92)  584.118  (m)         1916.39   (f) ADJ UNCH    2 0
 CU0024
 CU0024.Superseded values are not recommended for survey control.
 CU0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0024.See file dsdata.txt to determine how the superseded data were derived.
 CU0024
 CU0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB761154(NAD 83)
 CU0024_MARKER: DB = BENCH MARK DISK
 CU0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0024_SP_SET: CULVERT
 CU0024_STAMPING: B 1173 1961
 CU0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0024
 CU0024  HISTORY     - Date     Condition        Report By
 CU0024  HISTORY     - 1961     MONUMENTED       CGS
 CU0024
 CU0024                          STATION DESCRIPTION
 CU0024
 CU0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0024'2.05 MI NE FROM LONGWORTH.
 CU0024'ABOUT 2.05 MILES NORTHEAST ALONG FARM ROAD 57 FROM THE POST OFFICE AT
 CU0024'LONGWORTH, 29 FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, SET
 CU0024'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF
 CU0024'A CONCRETE CULVERT, 69 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 CU0024'PANHANDLE AND SANTA FE RAILROAD, 67 FEET SOUTHEAST OF THE SOUTHEAST
 CU0024'EDGE OF A RAILROAD TRESTLE, 101 FEET SOUTHWEST OF A POWER POLE WITH A
 CU0024'LINE CROSSING OVER THE FARM ROAD AND THE RAILROAD, AND ABOUT 3 FEET
 CU0024'BELOW THE LEVEL OF THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0142 ***********************************************************************
 CU0142  DESIGNATION -  B 1174
 CU0142  PID         -  CU0142
 CU0142  STATE/COUNTY-  TX/FISHER
 CU0142  USGS QUAD   -  WHITE CANYON (1969)
 CU0142
 CU0142                         *CURRENT SURVEY CONTROL
 CU0142  ___________________________________________________________________
 CU0142* NAD 83(1986)-  32 56 39.     (N)    100 29 31.     (W)     SCALED    
 CU0142* NAVD 88     -       573.252  (meters)    1880.74   (feet)  ADJUSTED  
 CU0142  ___________________________________________________________________
 CU0142  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CU0142  DYNAMIC HT  -         572.515 (meters)    1878.33  (feet)  COMP
 CU0142  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 CU0142
 CU0142  VERT ORDER  -  SECOND    CLASS 0
 CU0142
 CU0142.The horizontal coordinates were scaled from a topographic map and have
 CU0142.an estimated accuracy of +/- 6 seconds.
 CU0142
 CU0142.The orthometric height was determined by differential leveling
 CU0142.and adjusted by the National Geodetic Survey in June 1991..
 CU0142
 CU0142.The geoid height was determined by GEOID03.
 CU0142
 CU0142.The dynamic height is computed by dividing the NAVD 88
 CU0142.geopotential number by the normal gravity value computed on the
 CU0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0142.degrees latitude (g = 980.6199 gals.).
 CU0142
 CU0142.The modeled gravity was interpolated from observed gravity values.
 CU0142
 CU0142;                    North         East    Units  Estimated Accuracy
 CU0142;SPC TXNC     - 2,143,430.      413,760.      MT  (+/- 180 meters Scaled)
 CU0142
 CU0142                          SUPERSEDED SURVEY CONTROL
 CU0142
 CU0142  NGVD 29 (??/??/92)  573.006  (m)         1879.94   (f) ADJ UNCH    2 0
 CU0142
 CU0142.Superseded values are not recommended for survey control.
 CU0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0142.See file dsdata.txt to determine how the superseded data were derived.
 CU0142
 CU0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB605460(NAD 83)
 CU0142_MARKER: DB = BENCH MARK DISK
 CU0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0142_STAMPING: B 1174 1961
 CU0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0142+STABILITY: SURFACE MOTION
 CU0142
 CU0142  HISTORY     - Date     Condition        Report By
 CU0142  HISTORY     - 1961     MONUMENTED       CGS
 CU0142
 CU0142                          STATION DESCRIPTION
 CU0142
 CU0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0142'6.7 MI NW FROM ROTAN.
 CU0142'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0142'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 6.6 MILES NORTHWEST
 CU0142'ALONG STATE HIGHWAY 70, 0.1 MILE SOUTHEAST OF THE JUNCTION OF THE
 CU0142'HIGHWAY AND FARM ROAD 610, 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 CU0142'HIGHWAY, 77 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A
 CU0142'FENCE, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 CU0142'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CU0142'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0194 ***********************************************************************
 DO0194  DESIGNATION -  B 1175
 DO0194  PID         -  DO0194
 DO0194  STATE/COUNTY-  TX/JACK
 DO0194  USGS QUAD   -  PERRIN (1979)
 DO0194
 DO0194                         *CURRENT SURVEY CONTROL
 DO0194  ___________________________________________________________________
 DO0194* NAD 83(1986)-  33 01 39.     (N)    098 03 58.     (W)     SCALED    
 DO0194* NAVD 88     -       317.426  (meters)    1041.42   (feet)  ADJUSTED  
 DO0194  ___________________________________________________________________
 DO0194  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DO0194  DYNAMIC HT  -         317.045 (meters)    1040.17  (feet)  COMP
 DO0194  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 DO0194
 DO0194  VERT ORDER  -  SECOND    CLASS 0
 DO0194
 DO0194.The horizontal coordinates were scaled from a topographic map and have
 DO0194.an estimated accuracy of +/- 6 seconds.
 DO0194
 DO0194.The orthometric height was determined by differential leveling
 DO0194.and adjusted by the National Geodetic Survey in June 1991..
 DO0194
 DO0194.The geoid height was determined by GEOID03.
 DO0194
 DO0194.The dynamic height is computed by dividing the NAVD 88
 DO0194.geopotential number by the normal gravity value computed on the
 DO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0194.degrees latitude (g = 980.6199 gals.).
 DO0194
 DO0194.The modeled gravity was interpolated from observed gravity values.
 DO0194
 DO0194;                    North         East    Units  Estimated Accuracy
 DO0194;SPC TXNC     - 2,150,990.      640,530.      MT  (+/- 180 meters Scaled)
 DO0194
 DO0194                          SUPERSEDED SURVEY CONTROL
 DO0194
 DO0194  NGVD 29 (??/??/92)  317.333  (m)         1041.12   (f) ADJ UNCH    2 0
 DO0194
 DO0194.Superseded values are not recommended for survey control.
 DO0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0194.See file dsdata.txt to determine how the superseded data were derived.
 DO0194
 DO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB872547(NAD 83)
 DO0194_MARKER: DB = BENCH MARK DISK
 DO0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0194_SP_SET: CULVERT
 DO0194_STAMPING: B 1175 1961
 DO0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0194
 DO0194  HISTORY     - Date     Condition        Report By
 DO0194  HISTORY     - 1961     MONUMENTED       CGS
 DO0194  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0194  HISTORY     - 20050312 GOOD             USPSQD
 DO0194
 DO0194                          STATION DESCRIPTION
 DO0194
 DO0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0194'0.55 MI S FROM PERRIN.
 DO0194'ABOUT 0.55 MILE SOUTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL BUILDING
 DO0194'AT PERRIN, 22 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 DO0194'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF A
 DO0194'LARGE CONCRETE CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DO0194'HIGHWAY.
 DO0194
 DO0194                          STATION RECOVERY (2001)
 DO0194
 DO0194'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0194'MARK NOT FOUND.
 DO0194
 DO0194                          STATION RECOVERY (2005)
 DO0194
 DO0194'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0450 ***********************************************************************
 CU0450  DESIGNATION -  B 1176
 CU0450  PID         -  CU0450
 CU0450  STATE/COUNTY-  TX/SCURRY
 CU0450  USGS QUAD   -  HERMLEIGH (1979)
 CU0450
 CU0450                         *CURRENT SURVEY CONTROL
 CU0450  ___________________________________________________________________
 CU0450* NAD 83(1986)-  32 42 15.     (N)    100 51 46.     (W)     SCALED    
 CU0450* NAVD 88     -       717.906  (meters)    2355.33   (feet)  ADJUSTED  
 CU0450  ___________________________________________________________________
 CU0450  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CU0450  DYNAMIC HT  -         716.954 (meters)    2352.21  (feet)  COMP
 CU0450  MODELED GRAV-     979,289.3   (mgal)                       NAVD 88
 CU0450
 CU0450  VERT ORDER  -  SECOND    CLASS 0
 CU0450
 CU0450.The horizontal coordinates were scaled from a topographic map and have
 CU0450.an estimated accuracy of +/- 6 seconds.
 CU0450
 CU0450.The orthometric height was determined by differential leveling
 CU0450.and adjusted by the National Geodetic Survey in June 1991..
 CU0450
 CU0450.The geoid height was determined by GEOID03.
 CU0450
 CU0450.The dynamic height is computed by dividing the NAVD 88
 CU0450.geopotential number by the normal gravity value computed on the
 CU0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0450.degrees latitude (g = 980.6199 gals.).
 CU0450
 CU0450.The modeled gravity was interpolated from observed gravity values.
 CU0450
 CU0450;                    North         East    Units  Estimated Accuracy
 CU0450;SPC TXNC     - 2,117,540.      378,500.      MT  (+/- 180 meters Scaled)
 CU0450
 CU0450                          SUPERSEDED SURVEY CONTROL
 CU0450
 CU0450  NGVD 29 (??/??/92)  717.621  (m)         2354.39   (f) ADJ UNCH    2 0
 CU0450
 CU0450.Superseded values are not recommended for survey control.
 CU0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0450.See file dsdata.txt to determine how the superseded data were derived.
 CU0450
 CU0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB253200(NAD 83)
 CU0450_MARKER: DB = BENCH MARK DISK
 CU0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0450_SP_SET: CULVERT
 CU0450_STAMPING: B 1176 1961
 CU0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0450
 CU0450  HISTORY     - Date     Condition        Report By
 CU0450  HISTORY     - 1961     MONUMENTED       CGS
 CU0450
 CU0450                          STATION DESCRIPTION
 CU0450
 CU0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0450'3.95 MI E FROM SNYDER.
 CU0450'ABOUT 3.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CU0450'FROM THE STATION AT SNYDER, THENCE 0.65 MILE EAST ALONG U. S. HIGHWAY
 CU0450'180, 22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 CU0450'OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 7-CHANNEL
 CU0450'CONCRETE CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0231 ***********************************************************************
 CB0231  DESIGNATION -  B 1177
 CB0231  PID         -  CB0231
 CB0231  STATE/COUNTY-  TX/COKE
 CB0231  USGS QUAD   -  EDITH (1987)
 CB0231
 CB0231                         *CURRENT SURVEY CONTROL
 CB0231  ___________________________________________________________________
 CB0231* NAD 83(1986)-  31 54 22.     (N)    100 31 34.     (W)     SCALED    
 CB0231* NAVD 88     -       558.089  (meters)    1831.00   (feet)  ADJUSTED  
 CB0231  ___________________________________________________________________
 CB0231  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 CB0231  DYNAMIC HT  -         557.348 (meters)    1828.57  (feet)  COMP
 CB0231  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 CB0231
 CB0231  VERT ORDER  -  SECOND    CLASS 0
 CB0231
 CB0231.The horizontal coordinates were scaled from a topographic map and have
 CB0231.an estimated accuracy of +/- 6 seconds.
 CB0231
 CB0231.The orthometric height was determined by differential leveling
 CB0231.and adjusted by the National Geodetic Survey in June 1991..
 CB0231
 CB0231.The geoid height was determined by GEOID03.
 CB0231
 CB0231.The dynamic height is computed by dividing the NAVD 88
 CB0231.geopotential number by the normal gravity value computed on the
 CB0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0231.degrees latitude (g = 980.6199 gals.).
 CB0231
 CB0231.The modeled gravity was interpolated from observed gravity values.
 CB0231
 CB0231;                    North         East    Units  Estimated Accuracy
 CB0231;SPC TX C     - 3,248,280.      681,770.      MT  (+/- 180 meters Scaled)
 CB0231
 CB0231                          SUPERSEDED SURVEY CONTROL
 CB0231
 CB0231  NGVD 29 (??/??/92)  557.899  (m)         1830.37   (f) ADJ UNCH    2 0
 CB0231
 CB0231.Superseded values are not recommended for survey control.
 CB0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0231.See file dsdata.txt to determine how the superseded data were derived.
 CB0231
 CB0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA556310(NAD 83)
 CB0231_MARKER: DB = BENCH MARK DISK
 CB0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0231_SP_SET: CURB
 CB0231_STAMPING: B 1177 1961
 CB0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0231
 CB0231  HISTORY     - Date     Condition        Report By
 CB0231  HISTORY     - 1961     MONUMENTED       CGS
 CB0231
 CB0231                          STATION DESCRIPTION
 CB0231
 CB0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0231'2.95 MI W FROM ROBERT LEE.
 CB0231'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT ROBERT
 CB0231'LEE, THENCE 2.7 MILES WEST ALONG STATE HIGHWAY 158 AND FARM ROAD 387,
 CB0231'13 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 CB0231'WEST END OF THE NORTH CONCRETE CURB OF A BRIDGE OVER THE COLORADO
 CB0231'RIVER AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0228 ***********************************************************************
 CB0228  DESIGNATION -  B 1178
 CB0228  PID         -  CB0228
 CB0228  STATE/COUNTY-  TX/STERLING
 CB0228  USGS QUAD   -  STERLING CITY (1972)
 CB0228
 CB0228                         *CURRENT SURVEY CONTROL
 CB0228  ___________________________________________________________________
 CB0228* NAD 83(1986)-  31 50 11.     (N)    100 58 32.     (W)     SCALED    
 CB0228* NAVD 88     -       696.744  (meters)    2285.90   (feet)  ADJUSTED  
 CB0228  ___________________________________________________________________
 CB0228  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 CB0228  DYNAMIC HT  -         695.792 (meters)    2282.78  (feet)  COMP
 CB0228  MODELED GRAV-     979,249.6   (mgal)                       NAVD 88
 CB0228
 CB0228  VERT ORDER  -  SECOND    CLASS 0
 CB0228
 CB0228.The horizontal coordinates were scaled from a topographic map and have
 CB0228.an estimated accuracy of +/- 6 seconds.
 CB0228
 CB0228.The orthometric height was determined by differential leveling
 CB0228.and adjusted by the National Geodetic Survey in June 1991..
 CB0228
 CB0228.The geoid height was determined by GEOID03.
 CB0228
 CB0228.The dynamic height is computed by dividing the NAVD 88
 CB0228.geopotential number by the normal gravity value computed on the
 CB0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0228.degrees latitude (g = 980.6199 gals.).
 CB0228
 CB0228.The modeled gravity was interpolated from observed gravity values.
 CB0228
 CB0228;                    North         East    Units  Estimated Accuracy
 CB0228;SPC TX C     - 3,240,710.      639,210.      MT  (+/- 180 meters Scaled)
 CB0228
 CB0228                          SUPERSEDED SURVEY CONTROL
 CB0228
 CB0228  NGVD 29 (??/??/92)  696.527  (m)         2285.19   (f) ADJ UNCH    2 0
 CB0228
 CB0228.Superseded values are not recommended for survey control.
 CB0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0228.See file dsdata.txt to determine how the superseded data were derived.
 CB0228
 CB0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA130240(NAD 83)
 CB0228_MARKER: DB = BENCH MARK DISK
 CB0228_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CB0228_SP_SET: 17 1/2 FEET
 CB0228_STAMPING: B 1178 1961
 CB0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0228
 CB0228  HISTORY     - Date     Condition        Report By
 CB0228  HISTORY     - 1961     MONUMENTED       CGS
 CB0228  HISTORY     - 1972     GOOD             NGS
 CB0228  HISTORY     - 20030902 GOOD             INDIV
 CB0228
 CB0228                          STATION DESCRIPTION
 CB0228
 CB0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0228'0.75 MI E FROM STERLING CITY.
 CB0228'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0228'AT STERLING, AT THE JUNCTION OF THE HIGHWAY WITH STATE HIGHWAY 158 AND
 CB0228'FARM ROAD 387 LEADING NORTH, 149 FEET NORTH OF THE CENTER LINE OF U.
 CB0228'S. HIGHWAY 87, 118 FEET EAST OF THE CENTER LINE OF THE STATE HIGHWAY
 CB0228'158 AND FARM ROAD 387, 66 FEET NORTHEAST OF A TELEPHONE POLE BRACED BY
 CB0228'A GUY WIRE, 2 FEET SOUTHWEST OF A FENCE, 1.4 FEET EAST OF A METEL
 CB0228'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAYS, A DISK ON THE TOP OF A
 CB0228'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 17 1/2 FEET
 CB0228'AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
 CB0228
 CB0228                          STATION RECOVERY (1972)
 CB0228
 CB0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CB0228'RECOVERED IN GOOD CONDITION.
 CB0228
 CB0228                          STATION RECOVERY (2003)
 CB0228
 CB0228'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CB0228'UNDER PVC CAP IN STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0427 ***********************************************************************
 CU0427  DESIGNATION -  B 1179
 CU0427  PID         -  CU0427
 CU0427  STATE/COUNTY-  TX/FISHER
 CU0427  USGS QUAD   -  HOBBS (1969)
 CU0427
 CU0427                         *CURRENT SURVEY CONTROL
 CU0427  ___________________________________________________________________
 CU0427* NAD 83(1986)-  32 47 42.     (N)    100 35 44.     (W)     SCALED    
 CU0427* NAVD 88     -       627.430  (meters)    2058.49   (feet)  ADJUSTED  
 CU0427  ___________________________________________________________________
 CU0427  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CU0427  DYNAMIC HT  -         626.607 (meters)    2055.79  (feet)  COMP
 CU0427  MODELED GRAV-     979,306.9   (mgal)                       NAVD 88
 CU0427
 CU0427  VERT ORDER  -  SECOND    CLASS 0
 CU0427
 CU0427.The horizontal coordinates were scaled from a topographic map and have
 CU0427.an estimated accuracy of +/- 6 seconds.
 CU0427
 CU0427.The orthometric height was determined by differential leveling
 CU0427.and adjusted by the National Geodetic Survey in June 1991..
 CU0427
 CU0427.The geoid height was determined by GEOID03.
 CU0427
 CU0427.The dynamic height is computed by dividing the NAVD 88
 CU0427.geopotential number by the normal gravity value computed on the
 CU0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0427.degrees latitude (g = 980.6199 gals.).
 CU0427
 CU0427.The modeled gravity was interpolated from observed gravity values.
 CU0427
 CU0427;                    North         East    Units  Estimated Accuracy
 CU0427;SPC TXNC     - 2,127,080.      403,750.      MT  (+/- 180 meters Scaled)
 CU0427
 CU0427                          SUPERSEDED SURVEY CONTROL
 CU0427
 CU0427  NGVD 29 (??/??/92)  627.170  (m)         2057.64   (f) ADJ UNCH    2 0
 CU0427
 CU0427.Superseded values are not recommended for survey control.
 CU0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0427.See file dsdata.txt to determine how the superseded data were derived.
 CU0427
 CU0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB505296(NAD 83)
 CU0427_MARKER: DB = BENCH MARK DISK
 CU0427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0427_SP_SET: 22 FT.
 CU0427_STAMPING: B 1179 1961
 CU0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0427
 CU0427  HISTORY     - Date     Condition        Report By
 CU0427  HISTORY     - 1961     MONUMENTED       CGS
 CU0427
 CU0427                          STATION DESCRIPTION
 CU0427
 CU0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0427'1.2 MI N FROM HOBBS.
 CU0427'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0427'HOBBS, THENCE 1.0 MILE NORTH ALONG FARM ROAD 611, AT THE INTERSECTION
 CU0427'OF THE FARM ROAD AND A DIRT ROAD, 76 FEET EAST OF THE CENTER LINE OF
 CU0427'THE FARM ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 36
 CU0427'FEET EAST OF A BRACED POWER POLE, 35 FEET EAST OF A CORNER FENCE POST,
 CU0427'2 FEET SOUTH OF A FENCE, 2.0 FEET NORTHEAST OF A METAL WITNESS POST,
 CU0427'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE FARM ROAD AND ABOUT LEVEL WITH
 CU0427'THE DIRT ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 CU0427'IS DRIVEN TO A DEPTH OF 22 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 CU0427'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0347 ***********************************************************************
 CA0347  DESIGNATION -  B 118
 CA0347  PID         -  CA0347
 CA0347  STATE/COUNTY-  TX/MILLS
 CA0347  USGS QUAD   -  PRIDDY (1979)
 CA0347
 CA0347                         *CURRENT SURVEY CONTROL
 CA0347  ___________________________________________________________________
 CA0347* NAD 83(1986)-  31 40 17.     (N)    098 30 36.     (W)     SCALED    
 CA0347* NAVD 88     -       472.041  (meters)    1548.69   (feet)  ADJUSTED  
 CA0347  ___________________________________________________________________
 CA0347  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CA0347  DYNAMIC HT  -         471.422 (meters)    1546.66  (feet)  COMP
 CA0347  MODELED GRAV-     979,312.6   (mgal)                       NAVD 88
 CA0347
 CA0347  VERT ORDER  -  SECOND    CLASS 0
 CA0347
 CA0347.The horizontal coordinates were scaled from a topographic map and have
 CA0347.an estimated accuracy of +/- 6 seconds.
 CA0347
 CA0347.The orthometric height was determined by differential leveling
 CA0347.and adjusted by the National Geodetic Survey in June 1991..
 CA0347
 CA0347.The geoid height was determined by GEOID03.
 CA0347
 CA0347.The dynamic height is computed by dividing the NAVD 88
 CA0347.geopotential number by the normal gravity value computed on the
 CA0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0347.degrees latitude (g = 980.6199 gals.).
 CA0347
 CA0347.The modeled gravity was interpolated from observed gravity values.
 CA0347
 CA0347;                    North         East    Units  Estimated Accuracy
 CA0347;SPC TX C     - 3,223,660.      872,890.      MT  (+/- 180 meters Scaled)
 CA0347
 CA0347                          SUPERSEDED SURVEY CONTROL
 CA0347
 CA0347  NGVD 29 (??/??/92)  471.940  (m)         1548.36   (f) ADJ UNCH    2 0
 CA0347
 CA0347.Superseded values are not recommended for survey control.
 CA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0347.See file dsdata.txt to determine how the superseded data were derived.
 CA0347
 CA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA464041(NAD 83)
 CA0347_MARKER: DB = BENCH MARK DISK
 CA0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0347_SP_SET: FOUNDATION
 CA0347_STAMPING: 1548.448 B 118 1933
 CA0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0347
 CA0347  HISTORY     - Date     Condition        Report By
 CA0347  HISTORY     - 1933     MONUMENTED       CGS
 CA0347  HISTORY     - 1976     GOOD             USGS
 CA0347
 CA0347                          STATION DESCRIPTION
 CA0347
 CA0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0347'IN PRIDDY.
 CA0347'AT PRIDDY, MILLS COUNTY, ON STATE HIGHWAY 16, AT THE HI-WAY GARAGE
 CA0347'OWNED IN 1933 BY H. KOPP, IN THE EAST FOUNDATION, 14 INCHES SOUTH OF
 CA0347'THE NORTH SIDE OF THE BUILDING, AND 8 INCHES EAST OF THE EAST SIDE.
 CA0347
 CA0347                          STATION RECOVERY (1976)
 CA0347
 CA0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CA0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0475 ***********************************************************************
 CU0475  DESIGNATION -  B 1180
 CU0475  PID         -  CU0475
 CU0475  STATE/COUNTY-  TX/SCURRY
 CU0475  USGS QUAD   -  DUNN (1979)
 CU0475
 CU0475                         *CURRENT SURVEY CONTROL
 CU0475  ___________________________________________________________________
 CU0475* NAD 83(1986)-  32 36 59.     (N)    100 58 12.     (W)     SCALED    
 CU0475* NAVD 88     -       692.671  (meters)    2272.54   (feet)  ADJUSTED  
 CU0475  ___________________________________________________________________
 CU0475  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CU0475  DYNAMIC HT  -         691.754 (meters)    2269.53  (feet)  COMP
 CU0475  MODELED GRAV-     979,291.8   (mgal)                       NAVD 88
 CU0475
 CU0475  VERT ORDER  -  SECOND    CLASS 0
 CU0475
 CU0475.The horizontal coordinates were scaled from a topographic map and have
 CU0475.an estimated accuracy of +/- 6 seconds.
 CU0475
 CU0475.The orthometric height was determined by differential leveling
 CU0475.and adjusted by the National Geodetic Survey in June 1991..
 CU0475
 CU0475.The geoid height was determined by GEOID03.
 CU0475
 CU0475.The dynamic height is computed by dividing the NAVD 88
 CU0475.geopotential number by the normal gravity value computed on the
 CU0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0475.degrees latitude (g = 980.6199 gals.).
 CU0475
 CU0475.The modeled gravity was interpolated from observed gravity values.
 CU0475
 CU0475;                    North         East    Units  Estimated Accuracy
 CU0475;SPC TXNC     - 2,108,040.      368,220.      MT  (+/- 180 meters Scaled)
 CU0475
 CU0475                          SUPERSEDED SURVEY CONTROL
 CU0475
 CU0475  NGVD 29 (??/??/92)  692.404  (m)         2271.66   (f) ADJ UNCH    2 0
 CU0475
 CU0475.Superseded values are not recommended for survey control.
 CU0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0475.See file dsdata.txt to determine how the superseded data were derived.
 CU0475
 CU0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB151104(NAD 83)
 CU0475_MARKER: DB = BENCH MARK DISK
 CU0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0475_SP_SET: CULVERT
 CU0475_STAMPING: B 1180 1961
 CU0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0475
 CU0475  HISTORY     - Date     Condition        Report By
 CU0475  HISTORY     - 1961     MONUMENTED       CGS
 CU0475
 CU0475                          STATION DESCRIPTION
 CU0475
 CU0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0475'3.05 MI NE FROM IRA.
 CU0475'ABOUT 3.05 MILES NORTHEAST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0475'CHURCH AT IRA, 0.35 MILE SOUTHWEST OF AN INTERSECTION OF THE HIGHWAY
 CU0475'AND A ROAD, 21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 CU0475'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF
 CU0475'A CULVERT, AND ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0456 ***********************************************************************
 CU0456  DESIGNATION -  B 1181
 CU0456  PID         -  CU0456
 CU0456  STATE/COUNTY-  TX/SCURRY
 CU0456  USGS QUAD   -  SNYDER (1979)
 CU0456
 CU0456                         *CURRENT SURVEY CONTROL
 CU0456  ___________________________________________________________________
 CU0456* NAD 83(1986)-  32 43 19.     (N)    100 56 48.     (W)     SCALED    
 CU0456* NAVD 88     -       719.974  (meters)    2362.11   (feet)  ADJUSTED  
 CU0456  ___________________________________________________________________
 CU0456  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CU0456  DYNAMIC HT  -         719.025 (meters)    2359.00  (feet)  COMP
 CU0456  MODELED GRAV-     979,297.5   (mgal)                       NAVD 88
 CU0456
 CU0456  VERT ORDER  -  SECOND    CLASS 0
 CU0456
 CU0456.The horizontal coordinates were scaled from a topographic map and have
 CU0456.an estimated accuracy of +/- 6 seconds.
 CU0456
 CU0456.The orthometric height was determined by differential leveling
 CU0456.and adjusted by the National Geodetic Survey in June 1991..
 CU0456
 CU0456.The geoid height was determined by GEOID03.
 CU0456
 CU0456.The dynamic height is computed by dividing the NAVD 88
 CU0456.geopotential number by the normal gravity value computed on the
 CU0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0456.degrees latitude (g = 980.6199 gals.).
 CU0456
 CU0456.The modeled gravity was interpolated from observed gravity values.
 CU0456
 CU0456;                    North         East    Units  Estimated Accuracy
 CU0456;SPC TXNC     - 2,119,690.      370,680.      MT  (+/- 180 meters Scaled)
 CU0456
 CU0456                          SUPERSEDED SURVEY CONTROL
 CU0456
 CU0456  NGVD 29 (??/??/92)  719.684  (m)         2361.16   (f) ADJ UNCH    2 0
 CU0456
 CU0456.Superseded values are not recommended for survey control.
 CU0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0456.See file dsdata.txt to determine how the superseded data were derived.
 CU0456
 CU0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB175221(NAD 83)
 CU0456_MARKER: DB = BENCH MARK DISK
 CU0456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0456_SP_SET: 16 FT
 CU0456_STAMPING: B 1181 1961
 CU0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0456
 CU0456  HISTORY     - Date     Condition        Report By
 CU0456  HISTORY     - 1961     MONUMENTED       CGS
 CU0456
 CU0456                          STATION DESCRIPTION
 CU0456
 CU0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0456'2.9 MI W FROM SNYDER.
 CU0456'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0456'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0456'1.8 MILES WEST ALONG U. S. HIGHWAY 180, 167 FEET SOUTHWEST OF AND
 CU0456'ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF THE OFFICE OF THE
 CU0456'EAGLE MOTEL, 59 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 184 FEET
 CU0456'WEST OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A CULVERT, 63
 CU0456'FEET WEST OF A POWER POLE, 2 FEET NORTH OF A FENCE, 1.3 FEET SOUTH OF
 CU0456'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A
 CU0456'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 CU0456'DEPTH OF 16 FEET AND IS ENCASED IN A 4-INCH TILE THAT PROJECTS 6
 CU0456'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0535 ***********************************************************************
 AW0535  DESIGNATION -  B 1182
 AW0535  PID         -  AW0535
 AW0535  STATE/COUNTY-  TX/HARRIS
 AW0535  USGS QUAD   -  ADDICKS (1995)
 AW0535
 AW0535                         *CURRENT SURVEY CONTROL
 AW0535  ___________________________________________________________________
 AW0535* NAD 83(1986)-  29 48 47.     (N)    095 38 43.     (W)     SCALED    
 AW0535* NAVD 88     -        30.32   (+/-2cm)      99.5    (feet)  VERTCON   
 AW0535  ___________________________________________________________________
 AW0535  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW0535
 AW0535  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0535
 AW0535.The horizontal coordinates were scaled from a topographic map and have
 AW0535.an estimated accuracy of +/- 6 seconds.
 AW0535
 AW0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0535.The vertical order pertains to the NGVD 29 superseded value.
 AW0535
 AW0535.The geoid height was determined by GEOID03.
 AW0535
 AW0535;                    North         East    Units  Estimated Accuracy
 AW0535;SPC TXSC     - 4,224,060.      924,210.      MT  (+/- 180 meters Scaled)
 AW0535
 AW0535                          SUPERSEDED SURVEY CONTROL
 AW0535
 AW0535  NGVD 29 (??/??/92)   30.313  (m)           99.45   (f) ADJ UNCH    1 2
 AW0535
 AW0535.Superseded values are not recommended for survey control.
 AW0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0535.See file dsdata.txt to determine how the superseded data were derived.
 AW0535
 AW0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP443010(NAD 83)
 AW0535_MARKER: DB = BENCH MARK DISK
 AW0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0535_SP_SET: CULVERT
 AW0535_STAMPING: B 1182 1963
 AW0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0535
 AW0535  HISTORY     - Date     Condition        Report By
 AW0535  HISTORY     - 1963     MONUMENTED       CGS
 AW0535  HISTORY     - 1973     GOOD             NGS
 AW0535  HISTORY     - 1978     GOOD             NGS
 AW0535  HISTORY     - 1978     GOOD             NGS
 AW0535  HISTORY     - 1985     MARK NOT FOUND   USGS
 AW0535  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0535  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0535  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0535  HISTORY     - 19950902 MARK NOT FOUND   USPSQD
 AW0535  HISTORY     - 20040714 MARK NOT FOUND   USPSQD
 AW0535
 AW0535                          STATION DESCRIPTION
 AW0535
 AW0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0535'1.9 MI N FROM ADDICKS.
 AW0535'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 6 FROM THE
 AW0535'MISSOURI-KANSAS-TEXAS RAILROAD OVERPASS OVER STATE HWY. 6, ABOUT 200
 AW0535'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CEMETERY, 29 FEET WEST OF
 AW0535'THE CENTER LINE OF THE ROAD, 28.3 FEET SOUTH OF THE EXTENDED CENTER
 AW0535'LINE OF A ROAD LEADING EAST, SET IN THE TOP OF THE CENTER OF THE WEST
 AW0535'CONCRETE HEADWALL OF A DOUBLE 30-INCH CULVERT UNDER STATE HWY. 6, AND
 AW0535'ABOUT LEVEL WITH THE HIGHWAY.
 AW0535
 AW0535                          STATION RECOVERY (1978)
 AW0535
 AW0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0535'RECOVERED IN GOOD CONDITION.
 AW0535
 AW0535                          STATION RECOVERY (1978)
 AW0535
 AW0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0535'RECOVERED IN GOOD CONDITION.
 AW0535
 AW0535                          STATION RECOVERY (1985)
 AW0535
 AW0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 AW0535'MARK NOT FOUND.
 AW0535
 AW0535                          STATION RECOVERY (1986)
 AW0535
 AW0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0535'THERE IS A NEW CULVERT AT THIS LOCATION.
 AW0535
 AW0535                          STATION RECOVERY (1987)
 AW0535
 AW0535'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0535'MARK NOT FOUND.
 AW0535
 AW0535                          STATION RECOVERY (1989)
 AW0535
 AW0535'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0535'MARK NOT FOUND.
 AW0535
 AW0535                          STATION RECOVERY (1995)
 AW0535
 AW0535'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0535'MARK NOT FOUND.
 AW0535
 AW0535                          STATION RECOVERY (2004)
 AW0535
 AW0535'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0393 ***********************************************************************
 BL0393  DESIGNATION -  B 1183
 BL0393  PID         -  BL0393
 BL0393  STATE/COUNTY-  TX/LIBERTY
 BL0393  USGS QUAD   -  LIBERTY (1984)
 BL0393
 BL0393                         *CURRENT SURVEY CONTROL
 BL0393  ___________________________________________________________________
 BL0393* NAD 83(1986)-  30 03 27.     (N)    094 45 59.     (W)     SCALED    
 BL0393* NAVD 88     -        12.827  (meters)      42.08   (feet)  ADJUSTED  
 BL0393  ___________________________________________________________________
 BL0393  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0393  DYNAMIC HT  -          12.810 (meters)      42.03  (feet)  COMP
 BL0393  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 BL0393  OBS GRAVITY -     979,308.3   (mgal)                       GRAV_OBS
 BL0393
 BL0393  VERT ORDER  -  FIRST     CLASS I
 BL0393
 BL0393.The horizontal coordinates were scaled from a topographic map and have
 BL0393.an estimated accuracy of +/- 6 seconds.
 BL0393
 BL0393.The orthometric height was determined by differential leveling
 BL0393.and adjusted by the National Geodetic Survey in June 1991..
 BL0393
 BL0393.The geoid height was determined by GEOID03.
 BL0393
 BL0393.The dynamic height is computed by dividing the NAVD 88
 BL0393.geopotential number by the normal gravity value computed on the
 BL0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0393.degrees latitude (g = 980.6199 gals.).
 BL0393
 BL0393.The modeled gravity was interpolated from observed gravity values.
 BL0393.The observed gravity was obtained from relative gravimeter ties
 BL0393.to the IGSN71 gravity network.
 BL0393
 BL0393;                    North         East    Units  Estimated Accuracy
 BL0393;SPC TX C     - 3,056,760.    1,236,610.      MT  (+/- 180 meters Scaled)
 BL0393
 BL0393                          SUPERSEDED SURVEY CONTROL
 BL0393
 BL0393  NGVD 29 (12/23/87)   12.830  (m)           42.09   (f) ADJUSTED    1 1
 BL0393
 BL0393.Superseded values are not recommended for survey control.
 BL0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0393.See file dsdata.txt to determine how the superseded data were derived.
 BL0393
 BL0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP297264(NAD 83)
 BL0393_MARKER: DB = BENCH MARK DISK
 BL0393_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL0393_SP_SET: CULVERT HEADWALL
 BL0393_STAMPING: B 1183 1963
 BL0393_MARK LOGO: CGS   
 BL0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0393+STABILITY: SURFACE MOTION
 BL0393
 BL0393  HISTORY     - Date     Condition        Report By
 BL0393  HISTORY     - 1963     MONUMENTED       CGS
 BL0393  HISTORY     - 1972     GOOD             NGS
 BL0393  HISTORY     - 1987     GOOD             NGS
 BL0393  HISTORY     - 19960815 GOOD             USPSQD
 BL0393  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BL0393  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0393
 BL0393                          STATION DESCRIPTION
 BL0393
 BL0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0393'1.7 MI E FROM LIBERTY.
 BL0393'ABOUT 1.7 MILES EAST ALONG US HIGHWAY 90 FROM THE EAST JUNCTION OF
 BL0393'STATE HIGHWAY 146, ABOUT 0.2 MILE WEST OF A 55-FOOT CONCRETE BRIDGE
 BL0393'OVER ABBOTT CREEK, SET IN THE TOP OF THE CENTER OF THE NORTH HEADWALL
 BL0393'TO A 42-FOOT CONCRETE BOX CULVERT WITH 4 DIVIDING PIERS, 22.5 FEET
 BL0393'NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE
 BL0393'LEVEL OF THE HIGHWAY.
 BL0393
 BL0393                          STATION RECOVERY (1987)
 BL0393
 BL0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0393'RECOVERED IN GOOD CONDITION.
 BL0393
 BL0393                          STATION RECOVERY (1996)
 BL0393
 BL0393'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0393'RECOVERED IN GOOD CONDITION.
 BL0393
 BL0393                          STATION RECOVERY (2003)
 BL0393
 BL0393'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0393'MARK NOT FOUND.
 BL0393
 BL0393                          STATION RECOVERY (2004)
 BL0393
 BL0393'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0418 ***********************************************************************
 BL0418  DESIGNATION -  B 1184
 BL0418  PID         -  BL0418
 BL0418  STATE/COUNTY-  TX/LIBERTY
 BL0418  USGS QUAD   -  DEVERS (1984)
 BL0418
 BL0418                         *CURRENT SURVEY CONTROL
 BL0418  ___________________________________________________________________
 BL0418* NAD 83(1986)-  30 02 00.     (N)    094 37 13.     (W)     SCALED    
 BL0418* NAVD 88     -        18.317  (meters)      60.09   (feet)  ADJUSTED  
 BL0418  ___________________________________________________________________
 BL0418  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0418  DYNAMIC HT  -          18.292 (meters)      60.01  (feet)  COMP
 BL0418  MODELED GRAV-     979,304.9   (mgal)                       NAVD 88
 BL0418  OBS GRAVITY -     979,304.7   (mgal)                       GRAV_OBS
 BL0418
 BL0418  VERT ORDER  -  FIRST     CLASS I
 BL0418
 BL0418.The horizontal coordinates were scaled from a topographic map and have
 BL0418.an estimated accuracy of +/- 6 seconds.
 BL0418
 BL0418.The orthometric height was determined by differential leveling
 BL0418.and adjusted by the National Geodetic Survey in June 1991..
 BL0418
 BL0418.The geoid height was determined by GEOID03.
 BL0418
 BL0418.The dynamic height is computed by dividing the NAVD 88
 BL0418.geopotential number by the normal gravity value computed on the
 BL0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0418.degrees latitude (g = 980.6199 gals.).
 BL0418
 BL0418.The modeled gravity was interpolated from observed gravity values.
 BL0418.The observed gravity was obtained from relative gravimeter ties
 BL0418.to the IGSN71 gravity network.
 BL0418
 BL0418;                    North         East    Units  Estimated Accuracy
 BL0418;SPC TX C     - 3,054,800.    1,250,820.      MT  (+/- 180 meters Scaled)
 BL0418
 BL0418                          SUPERSEDED SURVEY CONTROL
 BL0418
 BL0418  NGVD 29 (12/23/87)   18.321  (m)           60.11   (f) ADJUSTED    1 1
 BL0418
 BL0418.Superseded values are not recommended for survey control.
 BL0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0418.See file dsdata.txt to determine how the superseded data were derived.
 BL0418
 BL0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP437235(NAD 83)
 BL0418_MARKER: DB = BENCH MARK DISK
 BL0418_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL0418_SP_SET: BRIDGE WINGWALL
 BL0418_STAMPING: B 1184 1963
 BL0418_MARK LOGO: CGS   
 BL0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0418+STABILITY: SURFACE MOTION
 BL0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0418+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL0418
 BL0418  HISTORY     - Date     Condition        Report By
 BL0418  HISTORY     - 1963     MONUMENTED       CGS
 BL0418  HISTORY     - 1972     GOOD             NGS
 BL0418  HISTORY     - 1987     GOOD             NGS
 BL0418  HISTORY     - 19880213 GOOD             USPSQD
 BL0418  HISTORY     - 19950817 GOOD             USPSQD
 BL0418  HISTORY     - 20041004 GOOD             USPSQD
 BL0418
 BL0418                          STATION DESCRIPTION
 BL0418
 BL0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0418'1.8 MI W FROM DEVERS.
 BL0418'ABOUT 1.8 MILE WEST ALONG US HIGHWAY 90 FROM THE SCHOOL, SET IN THE
 BL0418'TOP OF THE WINGWALL AT THE SOUTHEAST CORNER OF A 30-FOOT CONCRETE
 BL0418'BRIDGE OVER A SMALL STREAM, 22.8 FEET SOUTH OF THE CENTER LINE OF THE
 BL0418'HIGHWAY, 3.1 FEET WEST OF THE EAST END OF THE WINGWALL AND ABOUT LEVEL
 BL0418'WITH THE HIGHWAY.
 BL0418
 BL0418                          STATION RECOVERY (1987)
 BL0418
 BL0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0418'RECOVERED IN GOOD CONDITION.
 BL0418
 BL0418                          STATION RECOVERY (1988)
 BL0418
 BL0418'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELB)
 BL0418'RECOVERED IN GOOD CONDITION.
 BL0418
 BL0418                          STATION RECOVERY (1995)
 BL0418
 BL0418'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0418'RECOVERED IN GOOD CONDITION.
 BL0418
 BL0418                          STATION RECOVERY (2004)
 BL0418
 BL0418'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0882 ***********************************************************************
 AW0882  DESIGNATION -  B 1185
 AW0882  PID         -  AW0882
 AW0882  STATE/COUNTY-  TX/HARRIS
 AW0882  USGS QUAD   -  SETTEGAST (1995)
 AW0882
 AW0882                         *CURRENT SURVEY CONTROL
 AW0882  ___________________________________________________________________
 AW0882* NAD 83(1986)-  29 45 09.     (N)    095 17 20.     (W)     SCALED    
 AW0882* NAVD 88     -        11.022  (meters)      36.16   (feet)  ADJUSTED  
 AW0882  ___________________________________________________________________
 AW0882  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW0882  DYNAMIC HT  -          11.007 (meters)      36.11  (feet)  COMP
 AW0882  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 AW0882
 AW0882  VERT ORDER  -  FIRST     CLASS II
 AW0882
 AW0882.The horizontal coordinates were scaled from a topographic map and have
 AW0882.an estimated accuracy of +/- 6 seconds.
 AW0882
 AW0882.The orthometric height was determined by differential leveling
 AW0882.and adjusted by the National Geodetic Survey in June 1991..
 AW0882
 AW0882.The geoid height was determined by GEOID03.
 AW0882
 AW0882.The dynamic height is computed by dividing the NAVD 88
 AW0882.geopotential number by the normal gravity value computed on the
 AW0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0882.degrees latitude (g = 980.6199 gals.).
 AW0882
 AW0882.The modeled gravity was interpolated from observed gravity values.
 AW0882
 AW0882;                    North         East    Units  Estimated Accuracy
 AW0882;SPC TXSC     - 4,218,390.      958,860.      MT  (+/- 180 meters Scaled)
 AW0882
 AW0882                          SUPERSEDED SURVEY CONTROL
 AW0882
 AW0882  NGVD 29 (12/23/87)   11.018  (m)           36.15   (f) ADJUSTED    1 2
 AW0882
 AW0882.Superseded values are not recommended for survey control.
 AW0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0882.See file dsdata.txt to determine how the superseded data were derived.
 AW0882
 AW0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN786935(NAD 83)
 AW0882_MARKER: DB = BENCH MARK DISK
 AW0882_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0882_SP_SET: RETAINING WALL
 AW0882_STAMPING: B 1185 1964
 AW0882_MARK LOGO: CGS   
 AW0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0882+STABILITY: SURFACE MOTION
 AW0882
 AW0882  HISTORY     - Date     Condition        Report By
 AW0882  HISTORY     - 1964     MONUMENTED       CGS
 AW0882  HISTORY     - 1973     GOOD             NGS
 AW0882  HISTORY     - 1978     GOOD             NGS
 AW0882  HISTORY     - 1986     GOOD             NGS
 AW0882  HISTORY     - 1989     GOOD             USPSQD
 AW0882  HISTORY     - 19910902 GOOD             USPSQD
 AW0882
 AW0882                          STATION DESCRIPTION
 AW0882
 AW0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0882'0.35 MI NW FROM HOUSTON.
 AW0882'ABOUT 0.35 MILE NORTHWEST ALONG AN UPPER PAVED ROAD FROM THE PORT
 AW0882'TERMINAL BUILDING ON THE NORTHEAST SIDE OF THE HOUSTON SHIP CHANNEL,
 AW0882'ABOUT 110 FEET NORTHWEST OF THE CENTER LINE OF GATE 6, 24 FEET
 AW0882'SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD, ABOUT 130 FEET NORTHEAST
 AW0882'OF WHARF 11, SET IN THE TOP OF A CONCRETE RETAINING WALL, 18 1/2 FEET
 AW0882'NORTH OF A POINT WHERE THE WALL SLOPES DOWNWARD ALONG A PAVED ROAD
 AW0882'BELOW TO THE LOWER DOCK ROAD, 2 FEET NORTHWEST OF THE SOUTHEAST END OF
 AW0882'THE RETAINING WALL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 AW0882
 AW0882                          STATION RECOVERY (1978)
 AW0882
 AW0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0882'RECOVERED IN GOOD CONDITION.
 AW0882
 AW0882                          STATION RECOVERY (1986)
 AW0882
 AW0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0882'RECOVERED IN GOOD CONDITION.
 AW0882
 AW0882                          STATION RECOVERY (1989)
 AW0882
 AW0882'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0882'RECOVERED IN GOOD CONDITION.
 AW0882
 AW0882                          STATION RECOVERY (1991)
 AW0882
 AW0882'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2328 ***********************************************************************
 AW2328  DESIGNATION -  B 1186
 AW2328  PID         -  AW2328
 AW2328  STATE/COUNTY-  TX/HARRIS
 AW2328  USGS QUAD   -  ALIEF (1995)
 AW2328
 AW2328                         *CURRENT SURVEY CONTROL
 AW2328  ___________________________________________________________________
 AW2328* NAD 83(1986)-  29 43 37.     (N)    095 30 05.     (W)     SCALED    
 AW2328* NAVD 88     -        20.89   (+/-2cm)      68.5    (feet)  VERTCON   
 AW2328  ___________________________________________________________________
 AW2328  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2328
 AW2328  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2328
 AW2328.The horizontal coordinates were scaled from a topographic map and have
 AW2328.an estimated accuracy of +/- 6 seconds.
 AW2328
 AW2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2328.The vertical order pertains to the NGVD 29 superseded value.
 AW2328
 AW2328.The geoid height was determined by GEOID03.
 AW2328
 AW2328;                    North         East    Units  Estimated Accuracy
 AW2328;SPC TXSC     - 4,214,930.      938,400.      MT  (+/- 180 meters Scaled)
 AW2328
 AW2328                          SUPERSEDED SURVEY CONTROL
 AW2328
 AW2328  NGVD 29 (??/??/92)   20.881  (m)           68.51   (f) ADJ UNCH    1 2
 AW2328
 AW2328.Superseded values are not recommended for survey control.
 AW2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2328.See file dsdata.txt to determine how the superseded data were derived.
 AW2328
 AW2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN580911(NAD 83)
 AW2328_MARKER: DB = BENCH MARK DISK
 AW2328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2328_SP_SET: FOUNDATION
 AW2328_STAMPING: B 1286 1964
 AW2328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2328
 AW2328  HISTORY     - Date     Condition        Report By
 AW2328  HISTORY     - 1964     MONUMENTED       CGS
 AW2328  HISTORY     - 1973     GOOD             NGS
 AW2328  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2328  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 AW2328  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2328
 AW2328                          STATION DESCRIPTION
 AW2328
 AW2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW2328'5.15 MI NW FROM BELLAIRE.
 AW2328'ABOUT 0.25 MILE EAST ALONG CEDAR STREET FROM THE POST OFFICE AT
 AW2328'BELLAIRE, THENCE 2.1 MILES NORTH ALONG RICE AVENUE, THENCE 0.35 MILE
 AW2328'WEST ALONG WEST ALABAMA STREET, THENCE 1.65 MILES WEST ALONG
 AW2328'WESTHEIMER ROAD, THENCE 0.8 MILE SOUTH ALONG HILLCROFT STREET, AT THE
 AW2328'INTERSECTION OF HILLCROFT STREET AND PAGEWOOD STREET, ABOUT MIDWAY
 AW2328'BETWEEN TWO GASOLINE PUMPS, 40 FEET WEST OF THE CENTER LINE OF THE
 AW2328'WEST TRAFFIC LANE OF HILLCROFT STREET, 103 FEET NORTH OF THE CENTER
 AW2328'LINE OF PAGEWOOD STREET, SET IN THE CENTER OF THE TOP OF THE CONCRETE
 AW2328'FOUNDATION OF THE CENTER ONE OF THREE METAL LEGS WHICH SUPPORT A LARGE
 AW2328'PHILLIPS 66 SERVICE STATION SIGN, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 AW2328'THE ROAD.
 AW2328
 AW2328                          STATION RECOVERY (1973)
 AW2328
 AW2328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2328'RECOVERED IN GOOD CONDITION.
 AW2328
 AW2328                          STATION RECOVERY (1978)
 AW2328
 AW2328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2328'NOT RECOVERED.  NOTE=THE SERVICE STATION HAS BEEN REMODELED AND
 AW2328'THE SIGN HAS BEEN REMOVED.  DISK WAS NOT RECOVERED.
 AW2328
 AW2328                          STATION RECOVERY (1996)
 AW2328
 AW2328'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2328'MARK NOT FOUND.
 AW2328
 AW2328                          STATION RECOVERY (2004)
 AW2328
 AW2328'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1597 ***********************************************************************
 AW1597  DESIGNATION -  B 1187
 AW1597  PID         -  AW1597
 AW1597  STATE/COUNTY-  TX/GALVESTON
 AW1597  USGS QUAD   -  BACLIFF (1993)
 AW1597
 AW1597                         *CURRENT SURVEY CONTROL
 AW1597  ___________________________________________________________________
 AW1597* NAD 83(1986)-  29 30 09.     (N)    094 57 08.     (W)     SCALED    
 AW1597* NAVD 88     -         4.38   (+/-2cm)      14.4    (feet)  VERTCON   
 AW1597  ___________________________________________________________________
 AW1597  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW1597
 AW1597  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1597
 AW1597.The horizontal coordinates were scaled from a topographic map and have
 AW1597.an estimated accuracy of +/- 6 seconds.
 AW1597
 AW1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1597.The vertical order pertains to the NGVD 29 superseded value.
 AW1597
 AW1597.The geoid height was determined by GEOID03.
 AW1597
 AW1597;                    North         East    Units  Estimated Accuracy
 AW1597;SPC TXSC     - 4,191,780.      992,360.      MT  (+/- 180 meters Scaled)
 AW1597
 AW1597                          SUPERSEDED SURVEY CONTROL
 AW1597
 AW1597  NGVD 29 (??/??/92)    4.374  (m)           14.35   (f) ADJ UNCH    1 2
 AW1597
 AW1597.Superseded values are not recommended for survey control.
 AW1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1597.See file dsdata.txt to determine how the superseded data were derived.
 AW1597
 AW1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN107652(NAD 83)
 AW1597_MARKER: DB = BENCH MARK DISK
 AW1597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1597_SP_SET: FOUNDATION
 AW1597_STAMPING: B 1187 1964
 AW1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1597+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 AW1597
 AW1597  HISTORY     - Date     Condition        Report By
 AW1597  HISTORY     - 1964     MONUMENTED       CGS
 AW1597  HISTORY     - 1973     GOOD             NGS
 AW1597  HISTORY     - 1978     GOOD             NGS
 AW1597  HISTORY     - 1987     GOOD             USPSQD
 AW1597  HISTORY     - 1987     GOOD             USPSQD
 AW1597  HISTORY     - 1987     GOOD             USPSQD
 AW1597  HISTORY     - 1988     GOOD             USPSQD
 AW1597  HISTORY     - 1988     GOOD             USPSQD
 AW1597  HISTORY     - 1988     GOOD             USPSQD
 AW1597  HISTORY     - 1988     GOOD             USPSQD
 AW1597  HISTORY     - 1988     GOOD             USPSQD
 AW1597  HISTORY     - 1988     GOOD             USPSQD
 AW1597  HISTORY     - 1988     GOOD             USPSQD
 AW1597  HISTORY     - 1988     GOOD             USPSQD
 AW1597  HISTORY     - 1988     GOOD             USPSQD
 AW1597  HISTORY     - 1988     GOOD             USPSQD
 AW1597  HISTORY     - 1988     GOOD             USPSQD
 AW1597  HISTORY     - 1989     GOOD             USPSQD
 AW1597  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1597  HISTORY     - 1990     GOOD             USPSQD
 AW1597  HISTORY     - 1991     GOOD             USPSQD
 AW1597  HISTORY     - 19940326 GOOD             USPSQD
 AW1597  HISTORY     - 20040611 GOOD             USPSQD
 AW1597  HISTORY     - 20050630 GOOD             USPSQD
 AW1597
 AW1597                          STATION DESCRIPTION
 AW1597
 AW1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1597'1.7 MI W FROM SAN LEON.
 AW1597'1.7 MILES WEST ALONG FARM ROAD 517 FROM THE POST OFFICE AT SAN LEON,
 AW1597'AT A TAN BRICK HOUSE, SET VERTICALLY IN THE WEST FACE OF THE CONCRETE
 AW1597'FOUNDATION OF THE HOUSE, 3.2 FEET NORTH OF THE SOUTHWEST CORNER, 136.0
 AW1597'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 8-INCHES ABOVE
 AW1597'THE GROUND.
 AW1597
 AW1597                          STATION RECOVERY (1978)
 AW1597
 AW1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1987)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1987)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1987)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1988)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1988)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1988)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1988)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1988)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1988)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1988)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1988)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1988)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1988)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1988)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1989)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1989)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1597'MARK NOT FOUND.
 AW1597
 AW1597                          STATION RECOVERY (1990)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1991)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (1994)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1597'RECOVERED IN GOOD CONDITION.
 AW1597
 AW1597                          STATION RECOVERY (2004)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1597'GO TO N29 30 08.9 W094 57 06.8.  THE NAMES OF THE ROADS IN THE AREA
 AW1597'HAVE CHANGED.  NEW DESCRIPTION. THE MARK IS LOCATED 0.2 MILES WEST OF
 AW1597'27 TH STREET ON FM 646.  THE HOUSE IS A BRICK HOUSE TAN IN COLOR.  THE
 AW1597'NUMBER ON THE HOUSE IS 2641. THE MARK IS ON THE NORTH WEST CORNER 6
 AW1597'INCHES ABOVE GROUND.
 AW1597
 AW1597                          STATION RECOVERY (2005)
 AW1597
 AW1597'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1597'GP IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1272 ***********************************************************************
 AW1272  DESIGNATION -  B 1188
 AW1272  PID         -  AW1272
 AW1272  STATE/COUNTY-  TX/HARRIS
 AW1272  USGS QUAD   -  LA PORTE (1982)
 AW1272
 AW1272                         *CURRENT SURVEY CONTROL
 AW1272  ___________________________________________________________________
 AW1272* NAD 83(1986)-  29 39 52.     (N)    095 05 40.     (W)     SCALED    
 AW1272* NAVD 88     -         7.219  (meters)      23.68   (feet)  ADJUSTED  
 AW1272  ___________________________________________________________________
 AW1272  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1272  DYNAMIC HT  -           7.209 (meters)      23.65  (feet)  COMP
 AW1272  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 AW1272
 AW1272  VERT ORDER  -  FIRST     CLASS II
 AW1272
 AW1272.The horizontal coordinates were scaled from a topographic map and have
 AW1272.an estimated accuracy of +/- 6 seconds.
 AW1272
 AW1272.The orthometric height was determined by differential leveling
 AW1272.and adjusted by the National Geodetic Survey in June 1991..
 AW1272
 AW1272.The geoid height was determined by GEOID03.
 AW1272
 AW1272.The dynamic height is computed by dividing the NAVD 88
 AW1272.geopotential number by the normal gravity value computed on the
 AW1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1272.degrees latitude (g = 980.6199 gals.).
 AW1272
 AW1272.The modeled gravity was interpolated from observed gravity values.
 AW1272
 AW1272;                    North         East    Units  Estimated Accuracy
 AW1272;SPC TXSC     - 4,209,250.      977,980.      MT  (+/- 180 meters Scaled)
 AW1272
 AW1272                          SUPERSEDED SURVEY CONTROL
 AW1272
 AW1272  NGVD 29 (12/23/87)    7.216  (m)           23.67   (f) ADJUSTED    1 2
 AW1272
 AW1272.Superseded values are not recommended for survey control.
 AW1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1272.See file dsdata.txt to determine how the superseded data were derived.
 AW1272
 AW1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN972834(NAD 83)
 AW1272_MARKER: DB = BENCH MARK DISK
 AW1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1272_SP_SET: CONCRETE POST
 AW1272_STAMPING: B 1188 1964
 AW1272_MARK LOGO: CGS   
 AW1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1272+STABILITY: SURFACE MOTION
 AW1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1272+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1272
 AW1272  HISTORY     - Date     Condition        Report By
 AW1272  HISTORY     - 1964     MONUMENTED       CGS
 AW1272  HISTORY     - 1978     GOOD             NGS
 AW1272  HISTORY     - 1986     GOOD             NGS
 AW1272  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1272  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1272  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1272  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1272  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1272  HISTORY     - 1988     GOOD             USPSQD
 AW1272  HISTORY     - 1988     GOOD             USPSQD
 AW1272  HISTORY     - 1988     GOOD             USPSQD
 AW1272  HISTORY     - 1988     GOOD             USPSQD
 AW1272  HISTORY     - 1989     GOOD             USPSQD
 AW1272  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1272  HISTORY     - 1989     GOOD             USPSQD
 AW1272  HISTORY     - 1989     GOOD             USPSQD
 AW1272  HISTORY     - 1989     GOOD             USPSQD
 AW1272  HISTORY     - 1989     GOOD             USPSQD
 AW1272  HISTORY     - 19910202 MARK NOT FOUND   USPSQD
 AW1272  HISTORY     - 19940423 GOOD             USPSQD
 AW1272  HISTORY     - 20020308 GOOD             USPSQD
 AW1272  HISTORY     - 20020311 GOOD             USPSQD
 AW1272  HISTORY     - 20040505 GOOD             USPSQD
 AW1272  HISTORY     - 20050705 GOOD             USPSQD
 AW1272
 AW1272                          STATION DESCRIPTION
 AW1272
 AW1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW1272'4.85 MI NW FROM LA PORTE.
 AW1272'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW1272'ELEMENTARY SCHOOL AT LA PORTE, THENCE 3.7 MILES WEST ALONG THE SPENCER
 AW1272'HIGHWAY, 66 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 72 FEET EAST
 AW1272'OF A LONE 14-INCH CEDAR TREE IN A YARD, 30 FEET EAST OF THE EXTENDED
 AW1272'CENTER LINE OF CLARKSVILLE STREET LEADING SOUTH, 21 FEET SOUTH OF A
 AW1272'POWER POLE, 18 FEET NORTH OF A POWER POLE, 1.5 FEET SOUTH OF A METAL
 AW1272'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 AW1272'INCHES.
 AW1272
 AW1272                          STATION RECOVERY (1978)
 AW1272
 AW1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (1986)
 AW1272
 AW1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (1987)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1272'MARK NOT FOUND.
 AW1272
 AW1272                          STATION RECOVERY (1988)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1272'MARK NOT FOUND.
 AW1272
 AW1272                          STATION RECOVERY (1988)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1272'MARK NOT FOUND.
 AW1272
 AW1272                          STATION RECOVERY (1988)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1272'MARK NOT FOUND.
 AW1272
 AW1272                          STATION RECOVERY (1988)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW1272'MARK NOT FOUND.
 AW1272
 AW1272                          STATION RECOVERY (1988)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (1988)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (1988)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (1988)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (1989)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (1989)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1272'MARK NOT FOUND.
 AW1272
 AW1272                          STATION RECOVERY (1989)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (1989)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (1989)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (1989)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (1991)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1272'MARK NOT FOUND.
 AW1272
 AW1272                          STATION RECOVERY (1994)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (2002)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (2002)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (2004)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1272'RECOVERED IN GOOD CONDITION.
 AW1272
 AW1272                          STATION RECOVERY (2005)
 AW1272
 AW1272'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1709 ***********************************************************************
 AW1709  DESIGNATION -  B 1189
 AW1709  PID         -  AW1709
 AW1709  STATE/COUNTY-  TX/HARRIS
 AW1709  USGS QUAD   -  PASADENA (1995)
 AW1709
 AW1709                         *CURRENT SURVEY CONTROL
 AW1709  ___________________________________________________________________
 AW1709* NAD 83(1986)-  29 40 38.     (N)    095 13 18.     (W)     SCALED    
 AW1709* NAVD 88     -         8.156  (meters)      26.76   (feet)  ADJUSTED  
 AW1709  ___________________________________________________________________
 AW1709  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1709  DYNAMIC HT  -           8.145 (meters)      26.72  (feet)  COMP
 AW1709  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 AW1709
 AW1709  VERT ORDER  -  FIRST     CLASS II
 AW1709
 AW1709.The horizontal coordinates were scaled from a topographic map and have
 AW1709.an estimated accuracy of +/- 6 seconds.
 AW1709
 AW1709.The orthometric height was determined by differential leveling
 AW1709.and adjusted by the National Geodetic Survey in June 1991..
 AW1709
 AW1709.The geoid height was determined by GEOID03.
 AW1709
 AW1709.The dynamic height is computed by dividing the NAVD 88
 AW1709.geopotential number by the normal gravity value computed on the
 AW1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1709.degrees latitude (g = 980.6199 gals.).
 AW1709
 AW1709.The modeled gravity was interpolated from observed gravity values.
 AW1709
 AW1709;                    North         East    Units  Estimated Accuracy
 AW1709;SPC TXSC     - 4,210,260.      965,620.      MT  (+/- 180 meters Scaled)
 AW1709
 AW1709                          SUPERSEDED SURVEY CONTROL
 AW1709
 AW1709  NGVD 29 (12/23/87)    8.153  (m)           26.75   (f) ADJUSTED    1 2
 AW1709
 AW1709.Superseded values are not recommended for survey control.
 AW1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1709.See file dsdata.txt to determine how the superseded data were derived.
 AW1709
 AW1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN850850(NAD 83)
 AW1709_MARKER: DB = BENCH MARK DISK
 AW1709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1709_SP_SET: CATCH BASIN
 AW1709_STAMPING: B 1189 1964
 AW1709_MARK LOGO: CGS   
 AW1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1709+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 AW1709
 AW1709  HISTORY     - Date     Condition        Report By
 AW1709  HISTORY     - 1964     MONUMENTED       CGS
 AW1709  HISTORY     - 1973     GOOD             NGS
 AW1709  HISTORY     - 1978     GOOD             NGS
 AW1709  HISTORY     - 1983     GOOD             NGS
 AW1709  HISTORY     - 1986     GOOD             NGS
 AW1709  HISTORY     - 1987     GOOD             USPSQD
 AW1709  HISTORY     - 1987     GOOD             USPSQD
 AW1709  HISTORY     - 1987     GOOD             USPSQD
 AW1709  HISTORY     - 1987     GOOD             USPSQD
 AW1709  HISTORY     - 1987     GOOD             USPSQD
 AW1709  HISTORY     - 1987     GOOD             USPSQD
 AW1709  HISTORY     - 1987     GOOD             USPSQD
 AW1709  HISTORY     - 1987     GOOD             USPSQD
 AW1709  HISTORY     - 1987     GOOD             USPSQD
 AW1709  HISTORY     - 1988     GOOD             USPSQD
 AW1709  HISTORY     - 1988     GOOD             USPSQD
 AW1709  HISTORY     - 1988     GOOD             USPSQD
 AW1709  HISTORY     - 1988     GOOD             USPSQD
 AW1709  HISTORY     - 1989     GOOD             USPSQD
 AW1709  HISTORY     - 1989     GOOD             USPSQD
 AW1709  HISTORY     - 1989     GOOD             USPSQD
 AW1709  HISTORY     - 1990     GOOD             USPSQD
 AW1709  HISTORY     - 20000311 GOOD             USPSQD
 AW1709  HISTORY     - 20010331 GOOD             NGS
 AW1709  HISTORY     - 20030925 GOOD             USPSQD
 AW1709  HISTORY     - 20041126 GOOD             USPSQD
 AW1709
 AW1709                          STATION DESCRIPTION
 AW1709
 AW1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1709'0.8 MI SW FROM PASADENA.
 AW1709'ABOUT 0.15 MILE SOUTHWEST ALONG SOUTH RICHEY ST. FROM THE POST OFFICE
 AW1709'AT PASADENA, THENCE 0.65 MILE SOUTH ALONG THE SOUTH HOUSTON-PASADENA
 AW1709'RD., ABOUT 138 YARDS NORTH OF THE INTERSECTION OF QUEENS RD., 215 FEET
 AW1709'EAST OF THE NORTHEAST CORNER OF QUEENS INTERMEDIATE SCHOOL, 25 FEET
 AW1709'WEST OF THE CENTER LINE OF THE ROAD, 17.6 FEET EAST OF THE EAST EDGE
 AW1709'OF A CONCRETE SIDEWALK, 57 FEET SOUTH OF A POWER POLE, SET IN THE TOP
 AW1709'OF THE WEST SIDE OF A CONCRETE CATCH BASIN, ALSO 1.7 MILES NORTHEAST
 AW1709'OF THE INTERSECTION OF COLLEGE AVE. AND STATE HWY. 3 AT SOUTH HOUSTON,
 AW1709'AND ABOUT 1/2-FOOT BELOW THE LEVEL OF THE STREET.
 AW1709
 AW1709                          STATION RECOVERY (1978)
 AW1709
 AW1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1983)
 AW1709
 AW1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1986)
 AW1709
 AW1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1987)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1987)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1987)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1987)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1987)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1987)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1987)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1987)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1987)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1988)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1988)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1988)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1988)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1989)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1989)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1989)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (1990)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (2000)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (2001)
 AW1709
 AW1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1709'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1709
 AW1709                          STATION RECOVERY (2003)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1709'RECOVERED IN GOOD CONDITION.
 AW1709
 AW1709                          STATION RECOVERY (2004)
 AW1709
 AW1709'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1709'SET A WITNESS POST WITH ORANGE TAPE ON IT 6 INCHES WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0024 ***********************************************************************
 BN0024  DESIGNATION -  B 119
 BN0024  PID         -  BN0024
 BN0024  STATE/COUNTY-  TX/BURNET
 BN0024  USGS QUAD   -  MORMON MILL (1986)
 BN0024
 BN0024                         *CURRENT SURVEY CONTROL
 BN0024  ___________________________________________________________________
 BN0024* NAD 83(1986)-  30 44 49.     (N)    098 13 26.     (W)     SCALED    
 BN0024* NAVD 88     -       384.025  (meters)    1259.92   (feet)  ADJUSTED  
 BN0024  ___________________________________________________________________
 BN0024  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 BN0024  DYNAMIC HT  -         383.507 (meters)    1258.22  (feet)  COMP
 BN0024  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 BN0024
 BN0024  VERT ORDER  -  SECOND    CLASS 0
 BN0024
 BN0024.The horizontal coordinates were scaled from a topographic map and have
 BN0024.an estimated accuracy of +/- 6 seconds.
 BN0024
 BN0024.The orthometric height was determined by differential leveling
 BN0024.and adjusted by the National Geodetic Survey in June 1991..
 BN0024.WARNING-Repeat measurements at this control monument indicate possible
 BN0024.vertical movement.
 BN0024
 BN0024.The geoid height was determined by GEOID03.
 BN0024
 BN0024.The dynamic height is computed by dividing the NAVD 88
 BN0024.geopotential number by the normal gravity value computed on the
 BN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0024.degrees latitude (g = 980.6199 gals.).
 BN0024
 BN0024.The modeled gravity was interpolated from observed gravity values.
 BN0024
 BN0024;                    North         East    Units  Estimated Accuracy
 BN0024;SPC TX C     - 3,121,670.      901,960.      MT  (+/- 180 meters Scaled)
 BN0024
 BN0024                          SUPERSEDED SURVEY CONTROL
 BN0024
 BN0024  NGVD 29 (??/??/92)  383.940  (m)         1259.64   (f) ADJ UNCH    2 0
 BN0024
 BN0024.Superseded values are not recommended for survey control.
 BN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0024.See file dsdata.txt to determine how the superseded data were derived.
 BN0024
 BN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV742018(NAD 83)
 BN0024_MARKER: DB = BENCH MARK DISK
 BN0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0024_SP_SET: BASE
 BN0024_STAMPING: B 119 1933
 BN0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0024
 BN0024  HISTORY     - Date     Condition        Report By
 BN0024  HISTORY     - 1933     MONUMENTED       CGS
 BN0024  HISTORY     - 20020223 GOOD             USPSQD
 BN0024
 BN0024                          STATION DESCRIPTION
 BN0024
 BN0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0024'0.7 MI S FROM BURNET.
 BN0024'0.7 MILES SOUTH OF BURNET ALONG T AND N O RAILROAD 500 FEET SOUTH OF
 BN0024'MILEPOST 61.  177.0 FEET SOUTH OF POINT OF SWITCH LEADING TO BURNET.
 BN0024'18.0 FEET EAST OF CENTERLINE OF TRACK IN NORTH WEST CORNER OF BASE OF
 BN0024'NORTHWEST COLUMN OF WATER TANK OF T AND NOO R R.
 BN0024
 BN0024                          STATION RECOVERY (2002)
 BN0024
 BN0024'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 BN0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0422 ***********************************************************************
 CB0422  DESIGNATION -  B 1190
 CB0422  PID         -  CB0422
 CB0422  STATE/COUNTY-  TX/UPTON
 CB0422  USGS QUAD   -  RANKIN (1970)
 CB0422
 CB0422                         *CURRENT SURVEY CONTROL
 CB0422  ___________________________________________________________________
 CB0422* NAD 83(1986)-  31 13 40.     (N)    101 56 21.     (W)     SCALED    
 CB0422* NAVD 88     -       786.367  (meters)    2579.94   (feet)  ADJUSTED  
 CB0422  ___________________________________________________________________
 CB0422  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CB0422  DYNAMIC HT  -         785.223 (meters)    2576.19  (feet)  COMP
 CB0422  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 CB0422
 CB0422  VERT ORDER  -  SECOND    CLASS 0
 CB0422
 CB0422.The horizontal coordinates were scaled from a topographic map and have
 CB0422.an estimated accuracy of +/- 6 seconds.
 CB0422
 CB0422.The orthometric height was determined by differential leveling
 CB0422.and adjusted by the National Geodetic Survey in June 1991..
 CB0422
 CB0422.The geoid height was determined by GEOID03.
 CB0422
 CB0422.The dynamic height is computed by dividing the NAVD 88
 CB0422.geopotential number by the normal gravity value computed on the
 CB0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0422.degrees latitude (g = 980.6199 gals.).
 CB0422
 CB0422.The modeled gravity was interpolated from observed gravity values.
 CB0422
 CB0422;                    North         East    Units  Estimated Accuracy
 CB0422;SPC TX C     - 3,174,160.      547,020.      MT  (+/- 180 meters Scaled)
 CB0422
 CB0422                          SUPERSEDED SURVEY CONTROL
 CB0422
 CB0422  NGVD 29 (??/??/92)  786.056  (m)         2578.92   (f) ADJ UNCH    2 0
 CB0422
 CB0422.Superseded values are not recommended for survey control.
 CB0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0422.See file dsdata.txt to determine how the superseded data were derived.
 CB0422
 CB0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV200585(NAD 83)
 CB0422_MARKER: DB = BENCH MARK DISK
 CB0422_SETTING: 66 = SET IN ROCK OUTCROP
 CB0422_SP_SET: ROCK OUTCROP
 CB0422_STAMPING: B 1190 1967
 CB0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0422+STABILITY: POSITION/ELEVATION WELL
 CB0422
 CB0422  HISTORY     - Date     Condition        Report By
 CB0422  HISTORY     - 1967     MONUMENTED       CGS
 CB0422
 CB0422                          STATION DESCRIPTION
 CB0422
 CB0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0422'0.4 MI N FROM RANKIN.
 CB0422'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON, TOPEKA
 CB0422'AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 56 SOUTHWEST OF THE
 CB0422'CENTER OF THE INTERSECTION OF THE HIGHWAY AND WEST 12TH AVENUE, 68 1/2
 CB0422'FEET SOUTH OF THE SOUTHEAST LEG OF THE CITY WATER TANK, 46 FEET WEST
 CB0422'OF THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTH OF THE CENTER LINE OF
 CB0422'WEST 12TH AVENUE, SET IN THE TOP OF A ROCK OUTCROP ABOUT LEVEL WITH
 CB0422'THE GROUND, 13 FEET SOUTHWEST OF A TELEPHONE POLE WHICH BEARS A
 CB0422'WITNESS SHIELD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0505 ***********************************************************************
 CB0505  DESIGNATION -  B 1191
 CB0505  PID         -  CB0505
 CB0505  STATE/COUNTY-  TX/UPTON
 CB0505  USGS QUAD   -  MIDKIFF SW (1968)
 CB0505
 CB0505                         *CURRENT SURVEY CONTROL
 CB0505  ___________________________________________________________________
 CB0505* NAD 83(1986)-  31 34 01.     (N)    101 57 43.     (W)     SCALED    
 CB0505* NAVD 88     -       848.150  (meters)    2782.64   (feet)  ADJUSTED  
 CB0505  ___________________________________________________________________
 CB0505  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CB0505  DYNAMIC HT  -         846.933 (meters)    2778.65  (feet)  COMP
 CB0505  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 CB0505
 CB0505  VERT ORDER  -  SECOND    CLASS 0
 CB0505
 CB0505.The horizontal coordinates were scaled from a topographic map and have
 CB0505.an estimated accuracy of +/- 6 seconds.
 CB0505
 CB0505.The orthometric height was determined by differential leveling
 CB0505.and adjusted by the National Geodetic Survey in June 1991..
 CB0505
 CB0505.The geoid height was determined by GEOID03.
 CB0505
 CB0505.The dynamic height is computed by dividing the NAVD 88
 CB0505.geopotential number by the normal gravity value computed on the
 CB0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0505.degrees latitude (g = 980.6199 gals.).
 CB0505
 CB0505.The modeled gravity was interpolated from observed gravity values.
 CB0505
 CB0505;                    North         East    Units  Estimated Accuracy
 CB0505;SPC TX C     - 3,211,790.      545,410.      MT  (+/- 180 meters Scaled)
 CB0505
 CB0505                          SUPERSEDED SURVEY CONTROL
 CB0505
 CB0505  NGVD 29 (??/??/92)  847.806  (m)         2781.51   (f) ADJ UNCH    2 0
 CB0505
 CB0505.Superseded values are not recommended for survey control.
 CB0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0505.See file dsdata.txt to determine how the superseded data were derived.
 CB0505
 CB0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV188962(NAD 83)
 CB0505_MARKER: DB = BENCH MARK DISK
 CB0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0505_STAMPING: B 1191 1967
 CB0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0505+STABILITY: SURFACE MOTION
 CB0505
 CB0505  HISTORY     - Date     Condition        Report By
 CB0505  HISTORY     - 1967     MONUMENTED       CGS
 CB0505  HISTORY     - 20010217 GOOD             USPSQD
 CB0505
 CB0505                          STATION DESCRIPTION
 CB0505
 CB0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0505'23.85 MI N FROM RANKIN.
 CB0505'ABOUT 23.85 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0505'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 68 FEET EAST OF
 CB0505'THE CENTER LINE OF THE HIGHWAY, 34 1/2 FEET SOUTH OF THE CENTER LINE
 CB0505'OF A DIRT ROAD, 46 FEET NORTHEAST OF A TELEPHONE POLE, 13 1/2 FEET
 CB0505'NORTHEAST OF A FENCE CORNER POST, 2 FEET NORTHWEST OF A FENCE, 2.1
 CB0505'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 CB0505'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 10 INCHES.
 CB0505
 CB0505                          STATION RECOVERY (2001)
 CB0505
 CB0505'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0520 ***********************************************************************
 AN0520  DESIGNATION -  B 1192
 AN0520  PID         -  AN0520
 AN0520  STATE/COUNTY-  TX/JACKSON
 AN0520  USGS QUAD   -  LOLITA (1995)
 AN0520
 AN0520                         *CURRENT SURVEY CONTROL
 AN0520  ___________________________________________________________________
 AN0520* NAD 83(1986)-  28 49 31.     (N)    096 37 06.     (W)     SCALED    
 AN0520* NAVD 88     -        11.548  (meters)      37.89   (feet)  ADJUSTED  
 AN0520  ___________________________________________________________________
 AN0520  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0520  DYNAMIC HT  -          11.531 (meters)      37.83  (feet)  COMP
 AN0520  MODELED GRAV-     979,206.8   (mgal)                       NAVD 88
 AN0520
 AN0520  VERT ORDER  -  FIRST     CLASS I
 AN0520
 AN0520.The horizontal coordinates were scaled from a topographic map and have
 AN0520.an estimated accuracy of +/- 6 seconds.
 AN0520
 AN0520.The orthometric height was determined by differential leveling
 AN0520.and adjusted by the National Geodetic Survey in June 1991..
 AN0520
 AN0520.The geoid height was determined by GEOID03.
 AN0520
 AN0520.The dynamic height is computed by dividing the NAVD 88
 AN0520.geopotential number by the normal gravity value computed on the
 AN0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0520.degrees latitude (g = 980.6199 gals.).
 AN0520
 AN0520.The modeled gravity was interpolated from observed gravity values.
 AN0520
 AN0520;                    North         East    Units  Estimated Accuracy
 AN0520;SPC TXSC     - 4,112,300.      832,420.      MT  (+/- 180 meters Scaled)
 AN0520
 AN0520                          SUPERSEDED SURVEY CONTROL
 AN0520
 AN0520  NGVD 29 (??/??/92)   11.664  (m)           38.27   (f) ADJ UNCH    1 1
 AN0520
 AN0520.Superseded values are not recommended for survey control.
 AN0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0520.See file dsdata.txt to determine how the superseded data were derived.
 AN0520
 AN0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS323909(NAD 83)
 AN0520_MARKER: DB = BENCH MARK DISK
 AN0520_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0520_SP_SET: 33 FEET
 AN0520_STAMPING: B 1192 1972
 AN0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0520
 AN0520  HISTORY     - Date     Condition        Report By
 AN0520  HISTORY     - 1972     MONUMENTED       NGS
 AN0520  HISTORY     - 1978     GOOD             NGS
 AN0520
 AN0520                          STATION DESCRIPTION
 AN0520
 AN0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0520'IN VANDERBILT.
 AN0520'AT VANDERBILT, 0.1 MILE NORTHEAST OF MILEPOST 240, 34.1 FEET NORTH OF
 AN0520'THE NORTH CORNER OF THE MISSOURI PACIFIC RAILROAD STATION, 154 YARDS
 AN0520'NORTHEAST OF THE CENTER OF THE CROSSING OF THE TRACK AND
 AN0520'FARM-TO-MARKET ROAD 234, 66 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL
 AN0520'OF THE MAIN TRACK, 1 FOOT SOUTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF
 AN0520'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 AN0520'ON THE TOP OF A COPPER COATED ROD WHICH IS LEVEL WITH THE SURFACE OF
 AN0520'THE GROUND AND IS PROTECTED BY A 4-INCH METAL PIPE WHICH PROJECTS 1
 AN0520'INCH.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 33 FEET.
 AN0520
 AN0520                          STATION RECOVERY (1978)
 AN0520
 AN0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0907 ***********************************************************************
 AX0907  DESIGNATION -  B 1193
 AX0907  PID         -  AX0907
 AX0907  STATE/COUNTY-  TX/JACKSON
 AX0907  USGS QUAD   -  CORDELE (1981)
 AX0907
 AX0907                         *CURRENT SURVEY CONTROL
 AX0907  ___________________________________________________________________
 AX0907* NAD 83(1986)-  29 08 18.     (N)    096 43 52.     (W)     SCALED    
 AX0907* NAVD 88     -        33.389  (meters)     109.54   (feet)  ADJUSTED  
 AX0907  ___________________________________________________________________
 AX0907  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0907  DYNAMIC HT  -          33.342 (meters)     109.39  (feet)  COMP
 AX0907  MODELED GRAV-     979,224.2   (mgal)                       NAVD 88
 AX0907
 AX0907  VERT ORDER  -  FIRST     CLASS I
 AX0907
 AX0907.The horizontal coordinates were scaled from a topographic map and have
 AX0907.an estimated accuracy of +/- 6 seconds.
 AX0907
 AX0907.The orthometric height was determined by differential leveling
 AX0907.and adjusted by the National Geodetic Survey in June 1991..
 AX0907
 AX0907.The geoid height was determined by GEOID03.
 AX0907
 AX0907.The dynamic height is computed by dividing the NAVD 88
 AX0907.geopotential number by the normal gravity value computed on the
 AX0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0907.degrees latitude (g = 980.6199 gals.).
 AX0907
 AX0907.The modeled gravity was interpolated from observed gravity values.
 AX0907
 AX0907;                    North         East    Units  Estimated Accuracy
 AX0907;SPC TXSC     - 4,146,770.      820,740.      MT  (+/- 180 meters Scaled)
 AX0907
 AX0907                          SUPERSEDED SURVEY CONTROL
 AX0907
 AX0907  NGVD 29 (??/??/92)   33.403  (m)          109.59   (f) ADJ UNCH    1 1
 AX0907
 AX0907.Superseded values are not recommended for survey control.
 AX0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0907.See file dsdata.txt to determine how the superseded data were derived.
 AX0907
 AX0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT207254(NAD 83)
 AX0907_MARKER: DB = BENCH MARK DISK
 AX0907_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0907_SP_SET: 48 FEET
 AX0907_STAMPING: B 1193 1972
 AX0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0907
 AX0907  HISTORY     - Date     Condition        Report By
 AX0907  HISTORY     - 1972     MONUMENTED       NGS
 AX0907
 AX0907                          STATION DESCRIPTION
 AX0907
 AX0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0907'2.45 MI NE FROM MORALES.
 AX0907'ABOUT 0.25 MILE EAST ALONG OLD MORALES ROAD FROM THE MORALES BAPTIST
 AX0907'CHURCH AT MORALES, THENCE 0.5 MILE NORTH ALONG A BLACK TOP ROAD,
 AX0907'THENCE 1.7 MILES EAST ALONG A BLACK TOP ROAD (UPPER CORDELE ROAD),
 AX0907'NEAR AN INTERSECTION OF SPEAKS ROAD LEADING NORTH AND HOLLINGSWORTH
 AX0907'ROAD LEADING SOUTH, 209 FEET EAST OF THE CENTER OF THE INTERSECTION,
 AX0907'44 FEET SOUTHEAST OF THE CENTER LINE OF UPPER CORDELE ROAD, 33.3 FEET
 AX0907'SOUTHWEST OF THE CENTER OF A STEEL GATE TO PASTURE, 18 FEET SOUTHWEST
 AX0907'OF THE CENTER OF A 4-FOOT LIVE OAK TREE, 0.6 FOOT NORTHWEST OF A FENCE
 AX0907'LINE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 201 FEET SOUTHEAST OF
 AX0907'AND ACROSS UPPER CORDELE ROAD FROM BENCH MARK T 853 DESCRIBED, AND ON
 AX0907'THE TOP OF A STEEL ROD THAT PROJECTS ONE INCH ABOVE THE LEVEL OF THE
 AX0907'GROUND AND ENCASED IN A 6-INCH PIPE THAT PROJECTS 3 INCHES ABOVE THE
 AX0907'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0538 ***********************************************************************
 AN0538  DESIGNATION -  B 1194
 AN0538  PID         -  AN0538
 AN0538  STATE/COUNTY-  TX/JACKSON
 AN0538  USGS QUAD   -  LOLITA (1995)
 AN0538
 AN0538                         *CURRENT SURVEY CONTROL
 AN0538  ___________________________________________________________________
 AN0538* NAD 83(1986)-  28 50 38.     (N)    096 30 08.     (W)     SCALED    
 AN0538* NAVD 88     -        12.77   (+/-2cm)      41.9    (feet)  VERTCON   
 AN0538  ___________________________________________________________________
 AN0538  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN0538
 AN0538  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0538
 AN0538.The horizontal coordinates were scaled from a topographic map and have
 AN0538.an estimated accuracy of +/- 6 seconds.
 AN0538
 AN0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0538.The vertical order pertains to the NGVD 29 superseded value.
 AN0538
 AN0538.The geoid height was determined by GEOID03.
 AN0538
 AN0538;                    North         East    Units  Estimated Accuracy
 AN0538;SPC TXSC     - 4,114,600.      843,700.      MT  (+/- 180 meters Scaled)
 AN0538
 AN0538                          SUPERSEDED SURVEY CONTROL
 AN0538
 AN0538  NGVD 29 (??/??/92)   12.843  (m)           42.14   (f) ADJ UNCH    1 1
 AN0538
 AN0538.Superseded values are not recommended for survey control.
 AN0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0538.See file dsdata.txt to determine how the superseded data were derived.
 AN0538
 AN0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS436932(NAD 83)
 AN0538_MARKER: DB = BENCH MARK DISK
 AN0538_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0538+WITH SETTING: INTO GROUND
 AN0538_STAMPING: B 1194 1972
 AN0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0538+STABILITY: SURFACE MOTION
 AN0538
 AN0538  HISTORY     - Date     Condition        Report By
 AN0538  HISTORY     - 1972     MONUMENTED       NGS
 AN0538  HISTORY     - 1978     GOOD             NGS
 AN0538  HISTORY     - 1990     GOOD             USPSQD
 AN0538  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0538
 AN0538                          STATION DESCRIPTION
 AN0538
 AN0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0538'2.45 MI E FROM LOLITA.
 AN0538'ABOUT 2.45 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0538'CROSSING OF FARM-TO-MARKET ROADS 616 AND 1593 AT LOLITA, OR ABOUT 2.35
 AN0538'MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING OF
 AN0538'STATE HIGHWAY 172 AT LA WARD, 12 POLES EAST OF MILEPOST 247, 82 1/2
 AN0538'FEET EAST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY WHICH
 AN0538'LEADS NORTH TO FRAME HOUSE, 40 FEET NORTH OF THE NORTH RAIL OF THE
 AN0538'MAIN TRACK, 29 1/2 FEET SOUTH OF THE CENTER LINE OF FRAM ROAD 616, 114
 AN0538'FEET SOUTHEAST AND ACROSS THE ROAD FROM A POWER POLE WHICH BEARS A
 AN0538'TRANSFORMER, 86 1/2 FEET EAST OF UNDERGROUND TELEPHONE CABLE MAKER
 AN0538'NUMBER 11, 5 FEET WEST-SOUTHWEST OF TELEPHONE POLE NUMBER 1, 1.3 FEET
 AN0538'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 3 FEET
 AN0538'BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 4 FOOT SECTION OF
 AN0538'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 AN0538'1 INCH BELOW THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH
 AN0538'METAL PIPE WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 AN0538
 AN0538                          STATION RECOVERY (1978)
 AN0538
 AN0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0538'RECOVERED IN GOOD CONDITION.
 AN0538
 AN0538                          STATION RECOVERY (1990)
 AN0538
 AN0538'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0538'RECOVERED IN GOOD CONDITION.
 AN0538
 AN0538                          STATION RECOVERY (1998)
 AN0538
 AN0538'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0007 ***********************************************************************
 AN0007  DESIGNATION -  B 1195
 AN0007  PID         -  AN0007
 AN0007  STATE/COUNTY-  TX/JACKSON
 AN0007  USGS QUAD   -  LA WARD (1995)
 AN0007
 AN0007                         *CURRENT SURVEY CONTROL
 AN0007  ___________________________________________________________________
 AN0007* NAD 83(1986)-  28 50 35.     (N)    096 26 44.     (W)     SCALED    
 AN0007* NAVD 88     -        10.63   (+/-2cm)      34.9    (feet)  VERTCON   
 AN0007  ___________________________________________________________________
 AN0007  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN0007
 AN0007  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0007
 AN0007.The horizontal coordinates were scaled from a topographic map and have
 AN0007.an estimated accuracy of +/- 6 seconds.
 AN0007
 AN0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0007.The vertical order pertains to the NGVD 29 superseded value.
 AN0007
 AN0007.The geoid height was determined by GEOID03.
 AN0007
 AN0007;                    North         East    Units  Estimated Accuracy
 AN0007;SPC TXSC     - 4,114,630.      849,230.      MT  (+/- 180 meters Scaled)
 AN0007
 AN0007                          SUPERSEDED SURVEY CONTROL
 AN0007
 AN0007  NGVD 29 (??/??/92)   10.692  (m)           35.08   (f) ADJ UNCH    1 1
 AN0007
 AN0007.Superseded values are not recommended for survey control.
 AN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0007.See file dsdata.txt to determine how the superseded data were derived.
 AN0007
 AN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS492932(NAD 83)
 AN0007_MARKER: DB = BENCH MARK DISK
 AN0007_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0007+WITH SETTING: INTO GROUND
 AN0007_STAMPING: B 1195 1972
 AN0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0007+STABILITY: SURFACE MOTION
 AN0007
 AN0007  HISTORY     - Date     Condition        Report By
 AN0007  HISTORY     - 1972     MONUMENTED       NGS
 AN0007  HISTORY     - 1978     GOOD             NGS
 AN0007  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0007
 AN0007                          STATION DESCRIPTION
 AN0007
 AN0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0007'1.1 MI E FROM LA WARD.
 AN0007'ABOUT 1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0007'CROSSING OF STATE HIGHWAY 172 AT LA WARD, 0.2 MILE WEST OF MILEPOST
 AN0007'251, 166 FEET SOUTH AND ACROSS FARM-TO-MARKET ROAD 616 FROM THE SOUTH
 AN0007'RAIL OF THE MAIN TRACK, 59 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 AN0007'38 FEET EAST OF THE CENTER OF A GATE AT THE ENTRANCE TO A FIELD, 7
 AN0007'FEET WEST OF A POWER POLE, 1 FOOT NORTH OF A FENCE, 0.5 FOOT SOUTHEAST
 AN0007'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 AN0007'HIGHWAY, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT
 AN0007'IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE SURFACE
 AN0007'OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH IS LEVEL
 AN0007'WITH THE SURFACE OF THE GROUND.
 AN0007
 AN0007                          STATION RECOVERY (1978)
 AN0007
 AN0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0007'RECOVERED IN GOOD CONDITION.
 AN0007
 AN0007                          STATION RECOVERY (1991)
 AN0007
 AN0007'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0539 ***********************************************************************
 AN0539  DESIGNATION -  B 1196
 AN0539  PID         -  AN0539
 AN0539  STATE/COUNTY-  TX/JACKSON
 AN0539  USGS QUAD   -  LOLITA (1995)
 AN0539
 AN0539                         *CURRENT SURVEY CONTROL
 AN0539  ___________________________________________________________________
 AN0539* NAD 83(1986)-  28 51 11.     (N)    096 33 25.     (W)     SCALED    
 AN0539* NAVD 88     -        11.519  (meters)      37.79   (feet)  ADJUSTED  
 AN0539  ___________________________________________________________________
 AN0539  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0539  DYNAMIC HT  -          11.502 (meters)      37.74  (feet)  COMP
 AN0539  MODELED GRAV-     979,209.7   (mgal)                       NAVD 88
 AN0539
 AN0539  VERT ORDER  -  FIRST     CLASS I
 AN0539
 AN0539.The horizontal coordinates were scaled from a topographic map and have
 AN0539.an estimated accuracy of +/- 6 seconds.
 AN0539
 AN0539.The orthometric height was determined by differential leveling
 AN0539.and adjusted by the National Geodetic Survey in June 1991..
 AN0539
 AN0539.The geoid height was determined by GEOID03.
 AN0539
 AN0539.The dynamic height is computed by dividing the NAVD 88
 AN0539.geopotential number by the normal gravity value computed on the
 AN0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0539.degrees latitude (g = 980.6199 gals.).
 AN0539
 AN0539.The modeled gravity was interpolated from observed gravity values.
 AN0539
 AN0539;                    North         East    Units  Estimated Accuracy
 AN0539;SPC TXSC     - 4,115,500.      838,340.      MT  (+/- 180 meters Scaled)
 AN0539
 AN0539                          SUPERSEDED SURVEY CONTROL
 AN0539
 AN0539  NGVD 29 (??/??/92)   11.632  (m)           38.16   (f) ADJ UNCH    1 1
 AN0539
 AN0539.Superseded values are not recommended for survey control.
 AN0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0539.See file dsdata.txt to determine how the superseded data were derived.
 AN0539
 AN0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS383941(NAD 83)
 AN0539_MARKER: DB = BENCH MARK DISK
 AN0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0539_SP_SET: 32 FEET
 AN0539_STAMPING: B 1196 1972
 AN0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0539
 AN0539  HISTORY     - Date     Condition        Report By
 AN0539  HISTORY     - 1972     MONUMENTED       NGS
 AN0539  HISTORY     - 1978     GOOD             NGS
 AN0539  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0539
 AN0539                          STATION DESCRIPTION
 AN0539
 AN0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0539'1.75 MI NW FROM LOLITA.
 AN0539'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0539'CROSSING OF FARM TO MARKET ROADS NO 1593 AND 616 AT LOLITA, THENCE,
 AN0539'0.95 MILE NORTH ALONG AN ASPHALT ROAD, 139 FEET WEST OF THE CENTER
 AN0539'LINE OF THE ASPHALT ROAD, 114 FEET NORTHEAST OF THE CENTER LINE OF A
 AN0539'SHELL DRIVEWAY LEADING TO A CENTRAL POWER AND LIGHT COMPANY
 AN0539'SUB-STATION, 113 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, 6 1/2 FEET
 AN0539'SOUTH OF THE NORTHEAST CORNER FENCE POST FOR A CHAIN LINK FENCE AROUND
 AN0539'THE SUB-STATION, 0.8 FOOT EAST OF A METAL WITNESS POST, AND IS A DISK
 AN0539'ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL
 AN0539'OF THE GROUND AND ENCASED IN A 6 INCH PIPE THAT IS FLUSH WITH THE
 AN0539'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 AN0539
 AN0539                          STATION RECOVERY (1978)
 AN0539
 AN0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0539'RECOVERED IN GOOD CONDITION.
 AN0539
 AN0539                          STATION RECOVERY (1998)
 AN0539
 AN0539'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0996 ***********************************************************************
 AX0996  DESIGNATION -  B 1197
 AX0996  PID         -  AX0996
 AX0996  STATE/COUNTY-  TX/FAYETTE
 AX0996  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0996
 AX0996                         *CURRENT SURVEY CONTROL
 AX0996  ___________________________________________________________________
 AX0996* NAD 83(1986)-  29 54 25.     (N)    096 52 37.     (W)     SCALED    
 AX0996* NAVD 88     -        82.300  (meters)     270.01   (feet)  ADJUSTED  
 AX0996  ___________________________________________________________________
 AX0996  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX0996  DYNAMIC HT  -          82.186 (meters)     269.64  (feet)  COMP
 AX0996  MODELED GRAV-     979,264.0   (mgal)                       NAVD 88
 AX0996
 AX0996  VERT ORDER  -  FIRST     CLASS I
 AX0996
 AX0996.The horizontal coordinates were scaled from a topographic map and have
 AX0996.an estimated accuracy of +/- 6 seconds.
 AX0996
 AX0996.The orthometric height was determined by differential leveling
 AX0996.and adjusted by the National Geodetic Survey in June 1991..
 AX0996
 AX0996.The geoid height was determined by GEOID03.
 AX0996
 AX0996.The dynamic height is computed by dividing the NAVD 88
 AX0996.geopotential number by the normal gravity value computed on the
 AX0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0996.degrees latitude (g = 980.6199 gals.).
 AX0996
 AX0996.The modeled gravity was interpolated from observed gravity values.
 AX0996
 AX0996;                    North         East    Units  Estimated Accuracy
 AX0996;SPC TXSC     - 4,231,680.      805,010.      MT  (+/- 180 meters Scaled)
 AX0996
 AX0996                          SUPERSEDED SURVEY CONTROL
 AX0996
 AX0996  NGVD 29 (12/23/87)   82.254  (m)          269.86   (f) ADJUSTED    1 1
 AX0996
 AX0996.Superseded values are not recommended for survey control.
 AX0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0996.See file dsdata.txt to determine how the superseded data were derived.
 AX0996
 AX0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU049103(NAD 83)
 AX0996_MARKER: DB = BENCH MARK DISK
 AX0996_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AX0996_SP_SET: FOUNDATION WALL
 AX0996_STAMPING: B 1197 1972
 AX0996_MARK LOGO: NGS   
 AX0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0996+STABILITY: SURFACE MOTION
 AX0996
 AX0996  HISTORY     - Date     Condition        Report By
 AX0996  HISTORY     - 1972     MONUMENTED       NGS
 AX0996  HISTORY     - 1978     GOOD             NGS
 AX0996  HISTORY     - 1987     GOOD             USPSQD
 AX0996  HISTORY     - 1987     GOOD             USPSQD
 AX0996  HISTORY     - 1987     GOOD             USPSQD
 AX0996  HISTORY     - 1987     GOOD             NGS
 AX0996
 AX0996                          STATION DESCRIPTION
 AX0996
 AX0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0996'IN LA GRANGE.
 AX0996'AT LA GRANGE, IN THE NORTH ANGLE OF THE INTERSECTIN OF COLORADO AND
 AX0996'JEFFERSON STREETS (U.S. HIGHWAY 77), SET IN THE TOP OF THE CONCRETE
 AX0996'FOUNDATION WHICH EXTENDS OUT FROM THE SOUTHEAST WALL OF THE POST
 AX0996'OFFICE BUILDING, 21.6 FEET SOUTHWEST OF THE EAST CORNER OF THE BRICK
 AX0996'BUILDING, 49.5 FEET NORTHWEST OF THE NORTHWEST CURB OF COLORADO
 AX0996'STREET, 12 1/2 FEET NORTHEAST OF THE CENTER OF THE SOUTHEAST ENTRANCE
 AX0996'TO THE BUILDING, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
 AX0996
 AX0996                          STATION RECOVERY (1978)
 AX0996
 AX0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0996'RECOVERED IN GOOD CONDITION.
 AX0996
 AX0996                          STATION RECOVERY (1987)
 AX0996
 AX0996'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX0996'RECOVERED IN GOOD CONDITION.
 AX0996
 AX0996                          STATION RECOVERY (1987)
 AX0996
 AX0996'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX0996'RECOVERED IN GOOD CONDITION.
 AX0996
 AX0996                          STATION RECOVERY (1987)
 AX0996
 AX0996'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 AX0996'RECOVERED IN GOOD CONDITION.
 AX0996
 AX0996                          STATION RECOVERY (1987)
 AX0996
 AX0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0996'RECOVERED IN GOOD CONDITION.  DISK ORIGIN IS CGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0632 ***********************************************************************
 AX0632  DESIGNATION -  B 1199
 AX0632  PID         -  AX0632
 AX0632  STATE/COUNTY-  TX/JACKSON
 AX0632  USGS QUAD   -  CORDELE (1981)
 AX0632
 AX0632                         *CURRENT SURVEY CONTROL
 AX0632  ___________________________________________________________________
 AX0632* NAD 83(1986)-  29 11 01.     (N)    096 44 19.     (W)     SCALED    
 AX0632* NAVD 88     -        37.439  (meters)     122.83   (feet)  ADJUSTED  
 AX0632  ___________________________________________________________________
 AX0632  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0632  DYNAMIC HT  -          37.386 (meters)     122.66  (feet)  COMP
 AX0632  MODELED GRAV-     979,227.7   (mgal)                       NAVD 88
 AX0632
 AX0632  VERT ORDER  -  FIRST     CLASS I
 AX0632
 AX0632.The horizontal coordinates were scaled from a topographic map and have
 AX0632.an estimated accuracy of +/- 6 seconds.
 AX0632
 AX0632.The orthometric height was determined by differential leveling
 AX0632.and adjusted by the National Geodetic Survey in June 1991..
 AX0632
 AX0632.The geoid height was determined by GEOID03.
 AX0632
 AX0632.The dynamic height is computed by dividing the NAVD 88
 AX0632.geopotential number by the normal gravity value computed on the
 AX0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0632.degrees latitude (g = 980.6199 gals.).
 AX0632
 AX0632.The modeled gravity was interpolated from observed gravity values.
 AX0632
 AX0632;                    North         East    Units  Estimated Accuracy
 AX0632;SPC TXSC     - 4,151,770.      819,910.      MT  (+/- 180 meters Scaled)
 AX0632
 AX0632                          SUPERSEDED SURVEY CONTROL
 AX0632
 AX0632  NGVD 29 (??/??/92)   37.449  (m)          122.86   (f) ADJ UNCH    1 1
 AX0632
 AX0632.Superseded values are not recommended for survey control.
 AX0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0632.See file dsdata.txt to determine how the superseded data were derived.
 AX0632
 AX0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT198304(NAD 83)
 AX0632_MARKER: DB = BENCH MARK DISK
 AX0632_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0632+WITH SETTING: INTO GROUND
 AX0632_STAMPING: B 1199 1972
 AX0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0632+STABILITY: SURFACE MOTION
 AX0632
 AX0632  HISTORY     - Date     Condition        Report By
 AX0632  HISTORY     - 1972     MONUMENTED       NGS
 AX0632
 AX0632                          STATION DESCRIPTION
 AX0632
 AX0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0632'6.25 MI S FROM SPEAKS.
 AX0632'ABOUT 0.9 MILE SOUTH ALONG FARM ROAD NO. 530 FROM THE POST OFFICE AND
 AX0632'GENERAL STORE AT SPEAKS, THENCE 5.35 MILES SOUTHWEST ALONG THE SPEAKS
 AX0632'ROAD, (A GRAVEL ROAD), 0.35 MILE NORTH OF A CATTLE GUARD ACROSS THE
 AX0632'ROAD, 258 FEET SOUTH OF THE CENTER OF A GATE AND A PASTURE ROAD, 136
 AX0632'FEET NORTH OF A POWER LINE POLE, 32 FEET EAST OF THE CENTER LINE OF
 AX0632'SPEAKS ROAD, 16 FEET SOUTH OF A T JUNCTION IN A FENCE LINE, 1/2 FOOT
 AX0632'WEST OF A NORTH-SOUTH FENCE LINE, 1 FOOT NORTH OF A METAL WITNESS
 AX0632'POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 4 FOOT
 AX0632'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE
 AX0632'DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH
 AX0632'STEEL PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0173 ***********************************************************************
 CT0173  DESIGNATION -  B 12
 CT0173  PID         -  CT0173
 CT0173  STATE/COUNTY-  TX/EASTLAND
 CT0173  USGS QUAD   -  EASTLAND (1987)
 CT0173
 CT0173                         *CURRENT SURVEY CONTROL
 CT0173  ___________________________________________________________________
 CT0173* NAD 83(1986)-  32 25 06.     (N)    098 45 39.     (W)     SCALED    
 CT0173* NAVD 88     -       476.233  (meters)    1562.44   (feet)  POSTED    
 CT0173  ___________________________________________________________________
 CT0173  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CT0173  DYNAMIC HT  -         475.620 (meters)    1560.43  (feet)  COMP
 CT0173  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 CT0173
 CT0173  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0173
 CT0173.The horizontal coordinates were scaled from a topographic map and have
 CT0173.an estimated accuracy of +/- 6 seconds.
 CT0173
 CT0173.The orthometric height was determined by differential leveling
 CT0173.and adjusted by the National Geodetic Survey in 1992..
 CT0173.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0173.rate of 0.0 thru 1.0 mm/km.
 CT0173
 CT0173.The geoid height was determined by GEOID03.
 CT0173
 CT0173.The dynamic height is computed by dividing the NAVD 88
 CT0173.geopotential number by the normal gravity value computed on the
 CT0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0173.degrees latitude (g = 980.6199 gals.).
 CT0173
 CT0173.The modeled gravity was interpolated from observed gravity values.
 CT0173
 CT0173;                    North         East    Units  Estimated Accuracy
 CT0173;SPC TXNC     - 2,083,380.      575,470.      MT  (+/- 180 meters Scaled)
 CT0173
 CT0173                          SUPERSEDED SURVEY CONTROL
 CT0173
 CT0173.No superseded survey control is available for this station.
 CT0173
 CT0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA224868(NAD 83)
 CT0173_MARKER: P = PIPE CAP
 CT0173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0173
 CT0173  HISTORY     - Date     Condition        Report By
 CT0173  HISTORY     - UNK      MONUMENTED       CGS
 CT0173  HISTORY     - 1955     MARK NOT FOUND   NGS
 CT0173  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0173
 CT0173                          STATION DESCRIPTION
 CT0173
 CT0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CT0173'IN OLDEN.
 CT0173'AT OLDEN, EASTLAND CO. ON THE TEXAS AND PACIFIC RAILWAY RIGHT OF WAY,
 CT0173'WEST OF THE ROAD CROSSING AT THE WEST END OF THE SWITCH ON THE NORTH
 CT0173'SIDE OF THE MAIN LINE, 6 METERS (20 FT.) FROM THE CENTER OF THE TRACK
 CT0173'AND 3 METERS WEST OF THE CATTLE GUARD.  AN IRON PIPE.
 CT0173
 CT0173                          STATION RECOVERY (2002)
 CT0173
 CT0173'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0208 ***********************************************************************
 BN0208  DESIGNATION -  B 120
 BN0208  PID         -  BN0208
 BN0208  STATE/COUNTY-  TX/LLANO
 BN0208  USGS QUAD   -  LLANO SOUTH (1982)
 BN0208
 BN0208                         *CURRENT SURVEY CONTROL
 BN0208  ___________________________________________________________________
 BN0208* NAD 83(1986)-  30 44 51.     (N)    098 42 31.     (W)     SCALED    
 BN0208* NAVD 88     -       313.282  (meters)    1027.83   (feet)  ADJUSTED  
 BN0208  ___________________________________________________________________
 BN0208  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 BN0208  DYNAMIC HT  -         312.869 (meters)    1026.47  (feet)  COMP
 BN0208  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 BN0208
 BN0208  VERT ORDER  -  SECOND    CLASS 0
 BN0208
 BN0208.The horizontal coordinates were scaled from a topographic map and have
 BN0208.an estimated accuracy of +/- 6 seconds.
 BN0208
 BN0208.The orthometric height was determined by differential leveling
 BN0208.and adjusted by the National Geodetic Survey in June 1991..
 BN0208
 BN0208.The geoid height was determined by GEOID03.
 BN0208
 BN0208.The dynamic height is computed by dividing the NAVD 88
 BN0208.geopotential number by the normal gravity value computed on the
 BN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0208.degrees latitude (g = 980.6199 gals.).
 BN0208
 BN0208.The modeled gravity was interpolated from observed gravity values.
 BN0208
 BN0208;                    North         East    Units  Estimated Accuracy
 BN0208;SPC TX C     - 3,120,950.      855,550.      MT  (+/- 180 meters Scaled)
 BN0208
 BN0208                          SUPERSEDED SURVEY CONTROL
 BN0208
 BN0208  NGVD 29 (??/??/92)  313.242  (m)         1027.69   (f) ADJ UNCH    2 0
 BN0208
 BN0208.Superseded values are not recommended for survey control.
 BN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0208.See file dsdata.txt to determine how the superseded data were derived.
 BN0208
 BN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV278016(NAD 83)
 BN0208_MARKER: DB = BENCH MARK DISK
 BN0208_SETTING: 66 = SET IN ROCK OUTCROP
 BN0208_SP_SET: ROCK OUTCROP
 BN0208_STAMPING: B-120 1933
 BN0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0208+STABILITY: POSITION/ELEVATION WELL
 BN0208
 BN0208  HISTORY     - Date     Condition        Report By
 BN0208  HISTORY     - 1933     MONUMENTED       CGS
 BN0208  HISTORY     - 1955     MARK NOT FOUND   USGS
 BN0208  HISTORY     - 19960730 MARK NOT FOUND   USPSQD
 BN0208
 BN0208                          STATION DESCRIPTION
 BN0208
 BN0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0208'1.9 MI W FROM LLANO.
 BN0208'ALONG THE LLANO-MASON ROAD 1.12 MILES WEST OF THE CITY LIMITS AND 50
 BN0208'FT. EAST OF A PRIVATE ROAD TO THE SOUTH AND EAST OF A PILE OF GRANITE
 BN0208'ROCKS WHERE THE WATER DRAINS ACROSS THE ROAD.
 BN0208
 BN0208                          STATION RECOVERY (1955)
 BN0208
 BN0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BN0208'MARK NOT FOUND.
 BN0208
 BN0208                          STATION RECOVERY (1996)
 BN0208
 BN0208'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0232 ***********************************************************************
 BL0232  DESIGNATION -  B 1200
 BL0232  PID         -  BL0232
 BL0232  STATE/COUNTY-  TX/JEFFERSON
 BL0232  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0232
 BL0232                         *CURRENT SURVEY CONTROL
 BL0232  ___________________________________________________________________
 BL0232* NAD 83(1986)-  30 04 06.     (N)    094 08 34.     (W)     SCALED    
 BL0232* NAVD 88     -         4.814  (meters)      15.79   (feet)  ADJUSTED  
 BL0232  ___________________________________________________________________
 BL0232  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0232  DYNAMIC HT  -           4.808 (meters)      15.77  (feet)  COMP
 BL0232  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 BL0232
 BL0232  VERT ORDER  -  FIRST     CLASS I
 BL0232
 BL0232.The horizontal coordinates were scaled from a topographic map and have
 BL0232.an estimated accuracy of +/- 6 seconds.
 BL0232
 BL0232.The orthometric height was determined by differential leveling
 BL0232.and adjusted by the National Geodetic Survey in June 1991..
 BL0232
 BL0232.The geoid height was determined by GEOID03.
 BL0232
 BL0232.The dynamic height is computed by dividing the NAVD 88
 BL0232.geopotential number by the normal gravity value computed on the
 BL0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0232.degrees latitude (g = 980.6199 gals.).
 BL0232
 BL0232.The modeled gravity was interpolated from observed gravity values.
 BL0232
 BL0232;                    North         East    Units  Estimated Accuracy
 BL0232;SPC TXSC     - 4,257,430.    1,068,170.      MT  (+/- 180 meters Scaled)
 BL0232
 BL0232                          SUPERSEDED SURVEY CONTROL
 BL0232
 BL0232  NGVD 29 (??/??/92)    4.836  (m)           15.87   (f) ADJ UNCH    1 1
 BL0232
 BL0232.Superseded values are not recommended for survey control.
 BL0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0232.See file dsdata.txt to determine how the superseded data were derived.
 BL0232
 BL0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP898269(NAD 83)
 BL0232_MARKER: DB = BENCH MARK DISK
 BL0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0232_SP_SET: CULVERT
 BL0232_STAMPING: B 1200 1972
 BL0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0232
 BL0232  HISTORY     - Date     Condition        Report By
 BL0232  HISTORY     - 1972     MONUMENTED       NGS
 BL0232  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BL0232  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0232  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0232  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 BL0232  HISTORY     - 19940730 MARK NOT FOUND   USPSQD
 BL0232  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0232  HISTORY     - 20020128 MARK NOT FOUND   NGS
 BL0232
 BL0232                          STATION DESCRIPTION
 BL0232
 BL0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0232'0.5 MI W FROM BEAUMONT.
 BL0232'ABOUT 0.5 MILE WEST ALONG US HIGHWAY 90 FROM THE INTERSTATE 10
 BL0232'OVERPASS OVER US HWY. 90 AT BEAUMONT, IN THE NORTHEAST CORNER OF THE
 BL0232'INTERSECTION OF 23RD STREET, SET IN THE TOP OF THE EAST END OF THE
 BL0232'NORTH HEADWALL FOR AN 8-FOOT CONCRETE BOX CULVERT UNDER BOTH LANES OF
 BL0232'THE HWY, 27 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE
 BL0232'HWY, 27.5 FEET EAST OF THE CENTER LINE OF 23RD STREET AND 2 FEET EAST
 BL0232'OF THE EAST EDGE OF THE BOX PART OF THE CULVERT AND ABOUT 1 FOOT BELOW
 BL0232'THE LEVEL OF THE HWY.
 BL0232
 BL0232                          STATION RECOVERY (1984)
 BL0232
 BL0232'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0232'MARK NOT FOUND.
 BL0232
 BL0232                          STATION RECOVERY (1988)
 BL0232
 BL0232'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0232'MARK NOT FOUND.
 BL0232
 BL0232                          STATION RECOVERY (1990)
 BL0232
 BL0232'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLH)
 BL0232'MARK NOT FOUND.
 BL0232
 BL0232                          STATION RECOVERY (1993)
 BL0232
 BL0232'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0232'MARK NOT FOUND.
 BL0232
 BL0232                          STATION RECOVERY (1994)
 BL0232
 BL0232'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0232'MARK NOT FOUND.
 BL0232
 BL0232                          STATION RECOVERY (2001)
 BL0232
 BL0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0232'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 BL0232
 BL0232                          STATION RECOVERY (2002)
 BL0232
 BL0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0232'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0396 ***********************************************************************
 BL0396  DESIGNATION -  B 1202
 BL0396  PID         -  BL0396
 BL0396  STATE/COUNTY-  TX/LIBERTY
 BL0396  USGS QUAD   -  DAISETTA (1984)
 BL0396
 BL0396                         *CURRENT SURVEY CONTROL
 BL0396  ___________________________________________________________________
 BL0396* NAD 83(1986)-  30 03 13.     (N)    094 44 33.     (W)     SCALED    
 BL0396* NAVD 88     -        22.269  (meters)      73.06   (feet)  ADJUSTED  
 BL0396  ___________________________________________________________________
 BL0396  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0396  DYNAMIC HT  -          22.239 (meters)      72.96  (feet)  COMP
 BL0396  MODELED GRAV-     979,308.5   (mgal)                       NAVD 88
 BL0396  OBS GRAVITY -     979,306.7   (mgal)                       GRAV_OBS
 BL0396
 BL0396  VERT ORDER  -  FIRST     CLASS I
 BL0396
 BL0396.The horizontal coordinates were scaled from a topographic map and have
 BL0396.an estimated accuracy of +/- 6 seconds.
 BL0396
 BL0396.The orthometric height was determined by differential leveling
 BL0396.and adjusted by the National Geodetic Survey in June 1991..
 BL0396
 BL0396.The geoid height was determined by GEOID03.
 BL0396
 BL0396.The dynamic height is computed by dividing the NAVD 88
 BL0396.geopotential number by the normal gravity value computed on the
 BL0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0396.degrees latitude (g = 980.6199 gals.).
 BL0396
 BL0396.The modeled gravity was interpolated from observed gravity values.
 BL0396.The observed gravity was obtained from relative gravimeter ties
 BL0396.to the IGSN71 gravity network.
 BL0396
 BL0396;                    North         East    Units  Estimated Accuracy
 BL0396;SPC TX C     - 3,056,440.    1,238,930.      MT  (+/- 180 meters Scaled)
 BL0396
 BL0396                          SUPERSEDED SURVEY CONTROL
 BL0396
 BL0396  NGVD 29 (12/23/87)   22.273  (m)           73.07   (f) ADJUSTED    1 1
 BL0396
 BL0396.Superseded values are not recommended for survey control.
 BL0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0396.See file dsdata.txt to determine how the superseded data were derived.
 BL0396
 BL0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP320260(NAD 83)
 BL0396_MARKER: DB = BENCH MARK DISK
 BL0396_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0396_SP_SET: COPPER-CLAD STEEL ROD
 BL0396_STAMPING: B 1202 1972
 BL0396_MARK LOGO: NGS   
 BL0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0396+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2004
 BL0396
 BL0396  HISTORY     - Date     Condition        Report By
 BL0396  HISTORY     - 1972     MONUMENTED       NGS
 BL0396  HISTORY     - 1987     GOOD             NGS
 BL0396  HISTORY     - 19960413 GOOD             USPSQD
 BL0396  HISTORY     - 20041003 GOOD             USPSQD
 BL0396
 BL0396                          STATION DESCRIPTION
 BL0396
 BL0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0396'3.2 MI E FROM LIBERTY.
 BL0396'ABOUT 3.2 MILES EAST ALONG US HIGHWAY 90 FROM THE EAST JUNCTION OF
 BL0396'STATE HIGHWAY 146, ALSO 4.4 MILES WEST ALONG US HIGHWAY 90 FROM THE
 BL0396'POST OFFICE AT RAYWOOD, AT THE SMALL COMMUNITY OF AMES, IN THE
 BL0396'NORTHEAST CORNER OF THE INTERSECTION OF FARM ROAD 160, 61.5 FEET NORTH
 BL0396'OF THE CENTER LINE OF THE WESTBOUND LANE OF HIGHWAY 90, 67.3 FEET
 BL0396'SOUTHEAST OF THE CENTER OF THE CROSSING OF HIGHWAY 160 AND THE MAIN
 BL0396'TRACK OF THE SOUTHERN PACIFIC RAILROAD, 44.8 FEET SOUTH OF THE SOUTH
 BL0396'RAIL OF THE MAIN TRACK, 44.5 FEET EAST OF THE CENTER LINE OF STATE
 BL0396'HIGHWAY 160, 3 FEET EAST OF A TELEGRAPH POLE AND IS IN LINE WITH THE
 BL0396'POLES, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BL0396'HIGHWAY AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IS A
 BL0396'DISK ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD FLUSH WITH THE
 BL0396'GROUND AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.2 FOOT.
 BL0396'THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 BL0396
 BL0396                          STATION RECOVERY (1987)
 BL0396
 BL0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0396'RECOVERED IN GOOD CONDITION.
 BL0396
 BL0396                          STATION RECOVERY (1996)
 BL0396
 BL0396'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0396'RECOVERED IN GOOD CONDITION.
 BL0396
 BL0396                          STATION RECOVERY (2004)
 BL0396
 BL0396'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0350 ***********************************************************************
 AW0350  DESIGNATION -  B 1203
 AW0350  PID         -  AW0350
 AW0350  STATE/COUNTY-  TX/HARRIS
 AW0350  USGS QUAD   -  SETTEGAST (1995)
 AW0350
 AW0350                         *CURRENT SURVEY CONTROL
 AW0350  ___________________________________________________________________
 AW0350* NAD 83(1986)-  29 46 14.     (N)    095 20 56.     (W)     SCALED    
 AW0350* NAVD 88     -        14.639  (meters)      48.03   (feet)  ADJUSTED  
 AW0350  ___________________________________________________________________
 AW0350  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW0350  DYNAMIC HT  -          14.619 (meters)      47.96  (feet)  COMP
 AW0350  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 AW0350
 AW0350  VERT ORDER  -  FIRST     CLASS I
 AW0350
 AW0350.The horizontal coordinates were scaled from a topographic map and have
 AW0350.an estimated accuracy of +/- 6 seconds.
 AW0350
 AW0350.The orthometric height was determined by differential leveling
 AW0350.and adjusted by the National Geodetic Survey in June 1991..
 AW0350
 AW0350.The geoid height was determined by GEOID03.
 AW0350
 AW0350.The dynamic height is computed by dividing the NAVD 88
 AW0350.geopotential number by the normal gravity value computed on the
 AW0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0350.degrees latitude (g = 980.6199 gals.).
 AW0350
 AW0350.The modeled gravity was interpolated from observed gravity values.
 AW0350
 AW0350;                    North         East    Units  Estimated Accuracy
 AW0350;SPC TXSC     - 4,220,210.      952,990.      MT  (+/- 180 meters Scaled)
 AW0350
 AW0350                          SUPERSEDED SURVEY CONTROL
 AW0350
 AW0350  NGVD 29 (12/23/87)   14.636  (m)           48.02   (f) ADJUSTED    1 1
 AW0350
 AW0350.Superseded values are not recommended for survey control.
 AW0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0350.See file dsdata.txt to determine how the superseded data were derived.
 AW0350
 AW0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN729956(NAD 83)
 AW0350_MARKER: DB = BENCH MARK DISK
 AW0350_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0350_SP_SET: COPPER-CLAD STEEL ROD
 AW0350_STAMPING: B 1203 1973
 AW0350_MARK LOGO: NGS   
 AW0350_PROJECTION: PROJECTING 15 CENTIMETERS
 AW0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0350_ROD/PIPE-DEPTH: 7.3  meters
 AW0350
 AW0350  HISTORY     - Date     Condition        Report By
 AW0350  HISTORY     - 1973     MONUMENTED       NGS
 AW0350  HISTORY     - 1978     GOOD             NGS
 AW0350  HISTORY     - 1983     GOOD             NGS
 AW0350  HISTORY     - 1986     GOOD             NGS
 AW0350  HISTORY     - 1987     GOOD             USPSQD
 AW0350  HISTORY     - 1990     GOOD             USPSQD
 AW0350  HISTORY     - 19960204 MARK NOT FOUND   NGS
 AW0350
 AW0350                          STATION DESCRIPTION
 AW0350
 AW0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0350'1.2 MI NE FROM HOUSTON.
 AW0350'ABOUT 1.2 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW0350'STATION, AT THE I-10 UNDERPASS, 29 1/2 FEET SOUTH OF THE CENTER LINE
 AW0350'OF PROVIDENCE ST., 17 FEET WEST OF THE WEST RAIL, 12.3 FEET WEST OF
 AW0350'THE WEST CONCRETE CORNER OF THE I-10 BRIDGE UNDERPASS, 7 FEET EAST OF
 AW0350'THE EAST CORNER OF THE CONCRETE FOUNDATION TO A LARGE POWER POLE, 1.6
 AW0350'FEET NORTHWEST OF A CHAIN LINK FENCE, 1.1 FEET NORTHEAST OF A METAL
 AW0350'WITNESS POST AND SET ON THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD
 AW0350'AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.4 FOOT. THE ROD
 AW0350'WAS DRIVEN TO A DEPTH OF 24 FEET.
 AW0350
 AW0350                          STATION RECOVERY (1978)
 AW0350
 AW0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0350'RECOVERED IN GOOD CONDITION.
 AW0350
 AW0350                          STATION RECOVERY (1983)
 AW0350
 AW0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0350'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0350'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0350'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0350'SOUTHERN PACIFIC RAILROAD, THENCE 1.3 KM (0.8 MI) NORTHEAST ALONG THE
 AW0350'RAILROAD, AT THE NORTH END OF THE INTERSTATE HIGHWAY 10 UNDERPASS,
 AW0350'8.99 METERS (29.5 FT) SOUTH OF THE CENTERLINE OF PROVIDENCE STREET,
 AW0350'5.18 METERS (17.0 FT) WEST OF THE WEST RAIL OF THE TRACKS, 3.75 METERS
 AW0350'(12.3 FT) WEST-NORTHWEST OF THE WEST CORNER OF THE UNDERPASS,
 AW0350'2.13 METERS (7.0 FT) EAST OF THE EAST CORNER OF A CONCRETE FOUNDATION
 AW0350'TO A LARGE METAL POWER POLE, AND 0.46 METERS (1.5 FT) NORTH OF A CHAIN
 AW0350'LINK FENCE.  NOTE, THE DISK PROJECTS 0.03 METERS ABOVE THE 6-INCH
 AW0350'PIPE, BUT IS STILL SECURE.
 AW0350'THE MARK IS 0.15 METERS  NE FROM A WITNESS POST.
 AW0350'THE MARK IS 0.15 M ABOVE GROUND.
 AW0350
 AW0350                          STATION RECOVERY (1986)
 AW0350
 AW0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0350'RECOVERED IN GOOD CONDITION.
 AW0350
 AW0350                          STATION RECOVERY (1987)
 AW0350
 AW0350'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW0350'RECOVERED IN GOOD CONDITION.
 AW0350
 AW0350                          STATION RECOVERY (1990)
 AW0350
 AW0350'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0350'RECOVERED IN GOOD CONDITION.
 AW0350
 AW0350                          STATION RECOVERY (1996)
 AW0350
 AW0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0350'THE DISK HAS BEEN SHEARED OFF FROM THE ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6335 ***********************************************************************
 AC6335  DESIGNATION -  B 1203 RESET
 AC6335  PID         -  AC6335
 AC6335  STATE/COUNTY-  TX/HARRIS
 AC6335  USGS QUAD   -  SETTEGAST (1995)
 AC6335
 AC6335                         *CURRENT SURVEY CONTROL
 AC6335  ___________________________________________________________________
 AC6335* NAD 83(1986)-  29 46 15.     (N)    095 20 57.     (W)     SCALED    
 AC6335* NAVD 88     -        14.391  (meters)      47.21   (feet)  ADJUSTED  
 AC6335  ___________________________________________________________________
 AC6335  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AC6335  DYNAMIC HT  -          14.371 (meters)      47.15  (feet)  COMP
 AC6335  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 AC6335
 AC6335  VERT ORDER  -  FIRST     CLASS II
 AC6335
 AC6335.The horizontal coordinates were scaled from a topographic map and have
 AC6335.an estimated accuracy of +/- 6 seconds.
 AC6335
 AC6335.The orthometric height was determined by differential leveling
 AC6335.and adjusted by the National Geodetic Survey in July 2002..
 AC6335
 AC6335.The geoid height was determined by GEOID03.
 AC6335
 AC6335.The dynamic height is computed by dividing the NAVD 88
 AC6335.geopotential number by the normal gravity value computed on the
 AC6335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6335.degrees latitude (g = 980.6199 gals.).
 AC6335
 AC6335.The modeled gravity was interpolated from observed gravity values.
 AC6335
 AC6335;                    North         East    Units  Estimated Accuracy
 AC6335;SPC TXSC     - 4,220,240.      952,970.      MT  (+/- 180 meters Scaled)
 AC6335
 AC6335                          SUPERSEDED SURVEY CONTROL
 AC6335
 AC6335.No superseded survey control is available for this station.
 AC6335
 AC6335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN728957(NAD 83)
 AC6335_MARKER: I = METAL ROD
 AC6335_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC6335_STAMPING: B 1203 RESET 1996
 AC6335_MARK LOGO: NGS   
 AC6335_PROJECTION: FLUSH
 AC6335_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6335+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6335_ROD/PIPE-DEPTH: 7.1  meters
 AC6335
 AC6335  HISTORY     - Date     Condition        Report By
 AC6335  HISTORY     - 1996     MONUMENTED       NGS
 AC6335
 AC6335                          STATION DESCRIPTION
 AC6335
 AC6335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996
 AC6335'IN HOUSTON, AT THE INTERSECTION OF PROVIDENCE STREET AND THE HOUSTON
 AC6335'BELT TERMINAL RAILROAD (MOFFITT STREET) , 8.7 M (28.5 FT) SOUTH OF THE
 AC6335'STREET CENTER, 5.1 M (16.7 FT) WEST OF THE NEAR RAIL, 3.1 M (10.2 FT)
 AC6335'NORTH OF THE NORTHWEST CORNER OF THE RAILROAD OVERPASS OF INTERSTATE
 AC6335'HIGHWAY 10, 2.4 M (7.9 FT) SOUTHWEST OF A RAILROAD SIGNAL, 0.3 M (1.0
 AC6335'FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AC6335'STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AC6335'NOTE-- 7-INCHES OF THE ORIGINAL ROD WAS CUT OFF AND A LOGO CAP PLACED
 AC6335'OVER THE ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1326 ***********************************************************************
 AW1326  DESIGNATION -  B 1204
 AW1326  PID         -  AW1326
 AW1326  STATE/COUNTY-  TX/GALVESTON
 AW1326  USGS QUAD   -  TEXAS CITY (1994)
 AW1326
 AW1326                         *CURRENT SURVEY CONTROL
 AW1326  ___________________________________________________________________
 AW1326* NAD 83(1986)-  29 24 59.     (N)    094 53 38.     (W)     SCALED    
 AW1326* NAVD 88     -         3.139  (meters)      10.30   (feet)  ADJUSTED  
 AW1326  ___________________________________________________________________
 AW1326  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1326  DYNAMIC HT  -           3.134 (meters)      10.28  (feet)  COMP
 AW1326  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 AW1326
 AW1326  VERT ORDER  -  FIRST     CLASS I
 AW1326
 AW1326.The horizontal coordinates were scaled from a topographic map and have
 AW1326.an estimated accuracy of +/- 6 seconds.
 AW1326
 AW1326.The orthometric height was determined by differential leveling
 AW1326.and adjusted by the National Geodetic Survey in June 1991..
 AW1326
 AW1326.The geoid height was determined by GEOID03.
 AW1326
 AW1326.The dynamic height is computed by dividing the NAVD 88
 AW1326.geopotential number by the normal gravity value computed on the
 AW1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1326.degrees latitude (g = 980.6199 gals.).
 AW1326
 AW1326.The modeled gravity was interpolated from observed gravity values.
 AW1326
 AW1326;                    North         East    Units  Estimated Accuracy
 AW1326;SPC TXSC     - 4,182,440.      998,350.      MT  (+/- 180 meters Scaled)
 AW1326
 AW1326                          SUPERSEDED SURVEY CONTROL
 AW1326
 AW1326  NGVD 29 (12/23/87)    3.135  (m)           10.29   (f) ADJUSTED    1 1
 AW1326
 AW1326.Superseded values are not recommended for survey control.
 AW1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1326.See file dsdata.txt to determine how the superseded data were derived.
 AW1326
 AW1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN162556(NAD 83)
 AW1326_MARKER: DB = BENCH MARK DISK
 AW1326_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW1326_SP_SET: FOUNDATION OF WELL
 AW1326_STAMPING: B 1204 1973
 AW1326_MARK LOGO: NGS   
 AW1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1326+STABILITY: SURFACE MOTION
 AW1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1326+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 AW1326
 AW1326  HISTORY     - Date     Condition        Report By
 AW1326  HISTORY     - 1973     MONUMENTED       NGS
 AW1326  HISTORY     - 1976     GOOD             NGS
 AW1326  HISTORY     - 1976     GOOD             NGS
 AW1326  HISTORY     - 1978     GOOD             NGS
 AW1326  HISTORY     - 1986     GOOD             NGS
 AW1326  HISTORY     - 1987     GOOD             USPSQD
 AW1326  HISTORY     - 1990     GOOD             USPSQD
 AW1326  HISTORY     - 1991     GOOD             USPSQD
 AW1326  HISTORY     - 19940407 GOOD             USPSQD
 AW1326  HISTORY     - 20040129 MARK NOT FOUND   USPSQD
 AW1326  HISTORY     - 20050702 GOOD             USPSQD
 AW1326
 AW1326                          STATION DESCRIPTION
 AW1326
 AW1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1326'2.55 MI NE FROM TEXAS CITY.
 AW1326'1.35 MILES NORTH ALONG LOOP 197 (6TH STREET) FROM THE POST OFFICE AT
 AW1326'TEXAS CITY, THENCE 0.55 MILE EAST ALONG 25TH AVENUE NORTH, THENCE 0.65
 AW1326'MILE NORTH ALONG BAY STREET, IN THE TOP OF THE SOUTHEAST CORNER OF A
 AW1326'CONCRETE WALL SURROUNDING A WELL WHICH IS ABOUT 30 FEET DEEP, 48.0
 AW1326'FEET WEST OF THE CENTER LINE OF THE ROAD, 115 FEET SOUTHEAST OF THE
 AW1326'SOUTHEAST CORNER OF THE LAB BUILDING AT THE SEWAGE PLANT NO. 1, 8.4
 AW1326'FEET NORTH OF A CHAIN LINK FENCE, 4.8 FEET WEST OF A CHAIN LINK FENCE,
 AW1326'ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND 1.2 FEET ABOVE THE GROUND.
 AW1326
 AW1326                          STATION RECOVERY (1976)
 AW1326
 AW1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1326'RECOVERED IN GOOD CONDITION.
 AW1326
 AW1326                          STATION RECOVERY (1976)
 AW1326
 AW1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1326'RECOVERED IN GOOD CONDITION.
 AW1326
 AW1326                          STATION RECOVERY (1978)
 AW1326
 AW1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1326'RECOVERED IN GOOD CONDITION.
 AW1326
 AW1326                          STATION RECOVERY (1986)
 AW1326
 AW1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1326'RECOVERED IN GOOD CONDITION.
 AW1326
 AW1326                          STATION RECOVERY (1987)
 AW1326
 AW1326'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1326'RECOVERED IN GOOD CONDITION.
 AW1326
 AW1326                          STATION RECOVERY (1990)
 AW1326
 AW1326'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1326'RECOVERED IN GOOD CONDITION.
 AW1326
 AW1326                          STATION RECOVERY (1991)
 AW1326
 AW1326'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1326'RECOVERED IN GOOD CONDITION.
 AW1326
 AW1326                          STATION RECOVERY (1994)
 AW1326
 AW1326'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1326'RECOVERED IN GOOD CONDITION.
 AW1326
 AW1326                          STATION RECOVERY (2004)
 AW1326
 AW1326'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1326'MARK NOT FOUND.
 AW1326
 AW1326                          STATION RECOVERY (2005)
 AW1326
 AW1326'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1471 ***********************************************************************
 AW1471  DESIGNATION -  B 1205
 AW1471  PID         -  AW1471
 AW1471  STATE/COUNTY-  TX/CHAMBERS
 AW1471  USGS QUAD   -  ANAHUAC (1993)
 AW1471
 AW1471                         *CURRENT SURVEY CONTROL
 AW1471  ___________________________________________________________________
 AW1471* NAD 83(1986)-  29 49 45.     (N)    094 40 11.     (W)     SCALED    
 AW1471* NAVD 88     -         6.58   (+/-2cm)      21.6    (feet)  VERTCON   
 AW1471  ___________________________________________________________________
 AW1471  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW1471  OBS GRAVITY -     979,292.5   (mgal)                       GRAV_OBS
 AW1471
 AW1471  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1471
 AW1471.The horizontal coordinates were scaled from a topographic map and have
 AW1471.an estimated accuracy of +/- 6 seconds.
 AW1471
 AW1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1471.The vertical order pertains to the NGVD 29 superseded value.
 AW1471
 AW1471.The geoid height was determined by GEOID03.
 AW1471.The observed gravity was obtained from relative gravimeter ties
 AW1471.to the IGSN71 gravity network.
 AW1471
 AW1471;                    North         East    Units  Estimated Accuracy
 AW1471;SPC TXSC     - 4,228,940.    1,018,390.      MT  (+/- 180 meters Scaled)
 AW1471
 AW1471                          SUPERSEDED SURVEY CONTROL
 AW1471
 AW1471  NGVD 29 (??/??/92)    6.585  (m)           21.60   (f) ADJ UNCH    1 2
 AW1471
 AW1471.Superseded values are not recommended for survey control.
 AW1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1471.See file dsdata.txt to determine how the superseded data were derived.
 AW1471
 AW1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP386010(NAD 83)
 AW1471_MARKER: DB = BENCH MARK DISK
 AW1471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1471_SP_SET: CURB
 AW1471_STAMPING: B 1205 1973
 AW1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1471+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 AW1471
 AW1471  HISTORY     - Date     Condition        Report By
 AW1471  HISTORY     - 1973     MONUMENTED       NGS
 AW1471  HISTORY     - 1978     GOOD             NGS
 AW1471  HISTORY     - 19960906 GOOD             USPSQD
 AW1471  HISTORY     - 20010331 GOOD             NGS
 AW1471  HISTORY     - 20050201 GOOD             USPSQD
 AW1471
 AW1471                          STATION DESCRIPTION
 AW1471
 AW1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1471'4.2 MI N FROM ANAHUAC.
 AW1471'ABOUT 4.2 MILES NORTH ALONG FARM ROAD 563 FROM THE JUNCTION OF STATE
 AW1471'HIGHWAY 61 AT ANAHUAC, SET IN THE TOP OF THE NORTHEAST CONCRETE CURB
 AW1471'OF THE SOUTHEAST END OF A BRIDGE OVER TURTLE BAYOU, 15.7 FEET
 AW1471'NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 160 FEET NORTHWEST OF
 AW1471'THE CENTER LINE OF A PRIVATE DRIVE LEADING NORTHEAST, AND ABOUT 8
 AW1471'INCHES ABOVE THE LEVEL OF THE ROAD.
 AW1471
 AW1471                          STATION RECOVERY (1978)
 AW1471
 AW1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1471'RECOVERED IN GOOD CONDITION.
 AW1471
 AW1471                          STATION RECOVERY (1996)
 AW1471
 AW1471'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1471'RECOVERED IN GOOD CONDITION.
 AW1471
 AW1471                          STATION RECOVERY (2001)
 AW1471
 AW1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1471'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1471
 AW1471                          STATION RECOVERY (2005)
 AW1471
 AW1471'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0022 ***********************************************************************
 AN0022  DESIGNATION -  B 1206
 AN0022  PID         -  AN0022
 AN0022  STATE/COUNTY-  TX/JACKSON
 AN0022  USGS QUAD   -  FRANCITAS (1995)
 AN0022
 AN0022                         *CURRENT SURVEY CONTROL
 AN0022  ___________________________________________________________________
 AN0022* NAD 83(1986)-  28 51 42.     (N)    096 18 47.     (W)     SCALED    
 AN0022* NAVD 88     -         8.87   (+/-2cm)      29.1    (feet)  VERTCON   
 AN0022  ___________________________________________________________________
 AN0022  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN0022
 AN0022  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0022
 AN0022.The horizontal coordinates were scaled from a topographic map and have
 AN0022.an estimated accuracy of +/- 6 seconds.
 AN0022
 AN0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0022.The vertical order pertains to the NGVD 29 superseded value.
 AN0022
 AN0022.The geoid height was determined by GEOID03.
 AN0022
 AN0022;                    North         East    Units  Estimated Accuracy
 AN0022;SPC TXSC     - 4,116,980.      862,110.      MT  (+/- 180 meters Scaled)
 AN0022
 AN0022                          SUPERSEDED SURVEY CONTROL
 AN0022
 AN0022  NGVD 29 (??/??/92)    8.921  (m)           29.27   (f) ADJ UNCH    1 1
 AN0022
 AN0022.Superseded values are not recommended for survey control.
 AN0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0022.See file dsdata.txt to determine how the superseded data were derived.
 AN0022
 AN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS621956(NAD 83)
 AN0022_MARKER: DB = BENCH MARK DISK
 AN0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0022_STAMPING: B 1206 1972
 AN0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0022+STABILITY: SURFACE MOTION
 AN0022
 AN0022  HISTORY     - Date     Condition        Report By
 AN0022  HISTORY     - 1972     MONUMENTED       NGS
 AN0022  HISTORY     - 1978     GOOD             NGS
 AN0022  HISTORY     - 1991     GOOD             USPSQD
 AN0022
 AN0022                          STATION DESCRIPTION
 AN0022
 AN0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0022'5.85 MI W FROM BLESSING.
 AN0022'5.85 MILES WEST ALONG FRAM-TO-MARKET ROAD 616 FROM THE CITY WATER
 AN0022'TOWER AT BLESSING, AT THE JACKSON-MATAGORDA COUNTY LINE, 205 FEET
 AN0022'SOUTH-SOUTHWEST AND ACROSS THE MISSOURI PACIFIC RAILROAD AND THE ROAD
 AN0022'FROM RAILROAD MILEPOLE 259, 50 FEET SOUTH OF THE CENTER LINE OF THE
 AN0022'ROAD, 147.6 FEET SOUTH AND ACORSS THE ROAD FROM THE SOUTH RAIL, 3.6
 AN0022'FEET WEST OF THE COUNTY LINE MARKER POST, 31 FEET WEST OF AN OFF-SET
 AN0022'FENCE CORNER POST, 11.9 FEET NORTH OF A FENCE, 2.9 FEET EAST OF A
 AN0022'WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, A DISK ON THE TOP OF
 AN0022'A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF
 AN0022'27 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 AN0022'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AN0022
 AN0022                          STATION RECOVERY (1978)
 AN0022
 AN0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0022'RECOVERED IN GOOD CONDITION.
 AN0022
 AN0022                          STATION RECOVERY (1991)
 AN0022
 AN0022'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0015 ***********************************************************************
 AN0015  DESIGNATION -  B 1207
 AN0015  PID         -  AN0015
 AN0015  STATE/COUNTY-  TX/JACKSON
 AN0015  USGS QUAD   -  LA WARD (1995)
 AN0015
 AN0015                         *CURRENT SURVEY CONTROL
 AN0015  ___________________________________________________________________
 AN0015* NAD 83(1986)-  28 51 13.     (N)    096 22 57.     (W)     SCALED    
 AN0015* NAVD 88     -         9.80   (+/-2cm)      32.2    (feet)  VERTCON   
 AN0015  ___________________________________________________________________
 AN0015  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN0015  OBS GRAVITY -     979,216.7   (mgal)                       GRAV_OBS
 AN0015
 AN0015  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0015
 AN0015.The horizontal coordinates were scaled from a topographic map and have
 AN0015.an estimated accuracy of +/- 6 seconds.
 AN0015
 AN0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0015.The vertical order pertains to the NGVD 29 superseded value.
 AN0015
 AN0015.The geoid height was determined by GEOID03.
 AN0015.The observed gravity was obtained from relative gravimeter ties
 AN0015.to the IGSN71 gravity network.
 AN0015
 AN0015;                    North         East    Units  Estimated Accuracy
 AN0015;SPC TXSC     - 4,115,930.      855,360.      MT  (+/- 180 meters Scaled)
 AN0015
 AN0015                          SUPERSEDED SURVEY CONTROL
 AN0015
 AN0015  NGVD 29 (??/??/92)    9.854  (m)           32.33   (f) ADJ UNCH    1 1
 AN0015
 AN0015.Superseded values are not recommended for survey control.
 AN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0015.See file dsdata.txt to determine how the superseded data were derived.
 AN0015
 AN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS553945(NAD 83)
 AN0015_MARKER: DB = BENCH MARK DISK
 AN0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0015_SP_SET: CULVERT
 AN0015_STAMPING: B 1207 1972
 AN0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0015
 AN0015  HISTORY     - Date     Condition        Report By
 AN0015  HISTORY     - 1972     MONUMENTED       NGS
 AN0015  HISTORY     - 1978     GOOD             NGS
 AN0015  HISTORY     - 1991     GOOD             USPSQD
 AN0015
 AN0015                          STATION DESCRIPTION
 AN0015
 AN0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0015'5.1 MI E FROM LA WARD.
 AN0015'5.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0015'OF STATE HIGHWAY 172 AT LA WARD, OPPOSITE RAILROAD BRIDGE 254.7, IN
 AN0015'THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF A 4- BY
 AN0015'11-FOOT BOX CULVERT UNDER FARM-TO-MARKET ROAD 616, 22 FEET SOUTH OF
 AN0015'THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 AN0015
 AN0015                          STATION RECOVERY (1978)
 AN0015
 AN0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0015'RECOVERED IN GOOD CONDITION.
 AN0015
 AN0015                          STATION RECOVERY (1991)
 AN0015
 AN0015'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0201 ***********************************************************************
 AW0201  DESIGNATION -  B 1208
 AW0201  PID         -  AW0201
 AW0201  STATE/COUNTY-  TX/HARRIS
 AW0201  USGS QUAD   -  PARK PLACE (1995)
 AW0201
 AW0201                         *CURRENT SURVEY CONTROL
 AW0201  ___________________________________________________________________
 AW0201* NAD 83(1986)-  29 42 51.     (N)    095 20 19.     (W)     SCALED    
 AW0201* NAVD 88     -        11.119  (meters)      36.48   (feet)  ADJUSTED  
 AW0201  ___________________________________________________________________
 AW0201  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW0201  DYNAMIC HT  -          11.103 (meters)      36.43  (feet)  COMP
 AW0201  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 AW0201
 AW0201  VERT ORDER  -  FIRST     CLASS I
 AW0201
 AW0201.The horizontal coordinates were scaled from a topographic map and have
 AW0201.an estimated accuracy of +/- 6 seconds.
 AW0201
 AW0201.The orthometric height was determined by differential leveling
 AW0201.and adjusted by the National Geodetic Survey in June 1991..
 AW0201
 AW0201.The geoid height was determined by GEOID03.
 AW0201
 AW0201.The dynamic height is computed by dividing the NAVD 88
 AW0201.geopotential number by the normal gravity value computed on the
 AW0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0201.degrees latitude (g = 980.6199 gals.).
 AW0201
 AW0201.The modeled gravity was interpolated from observed gravity values.
 AW0201
 AW0201;                    North         East    Units  Estimated Accuracy
 AW0201;SPC TXSC     - 4,213,990.      954,180.      MT  (+/- 180 meters Scaled)
 AW0201
 AW0201                          SUPERSEDED SURVEY CONTROL
 AW0201
 AW0201  NGVD 29 (12/23/87)   11.115  (m)           36.47   (f) ADJUSTED    1 1
 AW0201
 AW0201.Superseded values are not recommended for survey control.
 AW0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0201.See file dsdata.txt to determine how the superseded data were derived.
 AW0201
 AW0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN737894(NAD 83)
 AW0201_MARKER: DB = BENCH MARK DISK
 AW0201_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0201+WITH SETTING: PAVEMENT
 AW0201_SP_SET: GUARDRAIL FOUNDATION
 AW0201_STAMPING: B 1208 1973
 AW0201_MARK LOGO: NGS   
 AW0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0201+STABILITY: SURFACE MOTION
 AW0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0201+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 AW0201
 AW0201  HISTORY     - Date     Condition        Report By
 AW0201  HISTORY     - 1973     MONUMENTED       NGS
 AW0201  HISTORY     - 1978     GOOD             NGS
 AW0201  HISTORY     - 1978     GOOD             NGS
 AW0201  HISTORY     - 1986     GOOD             NGS
 AW0201  HISTORY     - 1987     GOOD             USPSQD
 AW0201  HISTORY     - 1989     GOOD             USPSQD
 AW0201  HISTORY     - 1989     GOOD             USPSQD
 AW0201  HISTORY     - 1989     GOOD             USPSQD
 AW0201  HISTORY     - 1989     GOOD             USPSQD
 AW0201  HISTORY     - 19950624 GOOD             USPSQD
 AW0201  HISTORY     - 20040520 GOOD             USPSQD
 AW0201  HISTORY     - 20050706 GOOD             USPSQD
 AW0201
 AW0201                          STATION DESCRIPTION
 AW0201
 AW0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0201'IN HOUSTON.
 AW0201'AT HOUSTON, 0.15 MILE SOUTHEAST ALONG SOUTH PARK BOULEVARD FROM THE Y
 AW0201'JUNCTION OF CALHOUN ROAD, AT THE EAST CORNER OF THE NORTHWEST LANES OF
 AW0201'A CONCRETE BRIDGE OVER BRAYS BAYOU, SET IN THE TOP OF THE EAST CORNER
 AW0201'OF THE NORTHEAST GUARDRAIL FOUNDATION, OVER THE SOUTHEAST ABUTMENT,
 AW0201'0.6 FOOT EAST OF THE EAST EDGE OF A 10-INCH STEEL GUARDRAIL POST, 15.5
 AW0201'FEET NORTHEAST OF THE CENTER LINE OF THE BOULEVARD, AND ABOUT LEVEL
 AW0201'WITH THE BOULEVARD.
 AW0201
 AW0201                          STATION RECOVERY (1978)
 AW0201
 AW0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0201'RECOVERED IN GOOD CONDITION.
 AW0201
 AW0201                          STATION RECOVERY (1978)
 AW0201
 AW0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0201'RECOVERED IN GOOD CONDITION.
 AW0201
 AW0201                          STATION RECOVERY (1986)
 AW0201
 AW0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0201'RECOVERED IN GOOD CONDITION.
 AW0201
 AW0201                          STATION RECOVERY (1987)
 AW0201
 AW0201'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0201'RECOVERED IN GOOD CONDITION.
 AW0201
 AW0201                          STATION RECOVERY (1989)
 AW0201
 AW0201'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0201'RECOVERED IN GOOD CONDITION.
 AW0201
 AW0201                          STATION RECOVERY (1989)
 AW0201
 AW0201'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0201'RECOVERED IN GOOD CONDITION.
 AW0201
 AW0201                          STATION RECOVERY (1989)
 AW0201
 AW0201'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0201'RECOVERED IN GOOD CONDITION.
 AW0201
 AW0201                          STATION RECOVERY (1989)
 AW0201
 AW0201'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0201'RECOVERED IN GOOD CONDITION.
 AW0201
 AW0201                          STATION RECOVERY (1995)
 AW0201
 AW0201'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0201'RECOVERED IN GOOD CONDITION.
 AW0201
 AW0201                          STATION RECOVERY (2004)
 AW0201
 AW0201'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0201'RECOVERED IN GOOD CONDITION.
 AW0201
 AW0201                          STATION RECOVERY (2005)
 AW0201
 AW0201'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0532 ***********************************************************************
 AW0532  DESIGNATION -  B 1209
 AW0532  PID         -  AW0532
 AW0532  STATE/COUNTY-  TX/BRAZORIA
 AW0532  USGS QUAD   -  DANBURY (1974)
 AW0532
 AW0532                         *CURRENT SURVEY CONTROL
 AW0532  ___________________________________________________________________
 AW0532* NAD 83(1986)-  29 13 35.     (N)    095 20 49.     (W)     SCALED    
 AW0532* NAVD 88     -         6.88   (+/-2cm)      22.6    (feet)  VERTCON   
 AW0532  ___________________________________________________________________
 AW0532  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW0532
 AW0532  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0532
 AW0532.The horizontal coordinates were scaled from a topographic map and have
 AW0532.an estimated accuracy of +/- 6 seconds.
 AW0532
 AW0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0532.The vertical order pertains to the NGVD 29 superseded value.
 AW0532
 AW0532.The geoid height was determined by GEOID03.
 AW0532
 AW0532;                    North         East    Units  Estimated Accuracy
 AW0532;SPC TXSC     - 4,159,930.      955,070.      MT  (+/- 180 meters Scaled)
 AW0532
 AW0532                          SUPERSEDED SURVEY CONTROL
 AW0532
 AW0532  NGVD 29 (??/??/92)    6.886  (m)           22.59   (f) ADJ UNCH    1 1
 AW0532
 AW0532.Superseded values are not recommended for survey control.
 AW0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0532.See file dsdata.txt to determine how the superseded data were derived.
 AW0532
 AW0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN718353(NAD 83)
 AW0532_MARKER: DB = BENCH MARK DISK
 AW0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0532_STAMPING: B 1209 1973
 AW0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0532+STABILITY: SURFACE MOTION
 AW0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0532+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0532
 AW0532  HISTORY     - Date     Condition        Report By
 AW0532  HISTORY     - 1973     MONUMENTED       NGS
 AW0532  HISTORY     - 1978     GOOD             NGS
 AW0532  HISTORY     - 1987     GOOD             USPSQD
 AW0532  HISTORY     - 1987     GOOD             USPSQD
 AW0532  HISTORY     - 1990     GOOD             USPSQD
 AW0532  HISTORY     - 19970628 GOOD             USPSQD
 AW0532  HISTORY     - 20040319 GOOD             USPSQD
 AW0532
 AW0532                          STATION DESCRIPTION
 AW0532
 AW0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0532'IN DANBURY.
 AW0532'AT DANBURY, 0.15 MILE SOUTHWEST ALONG 5TH STREET (COUNTY ROAD 171)
 AW0532'FROM THE JUNCTION OF MAIN STREET, ABOUT MIDWAY BETWEEN SOUTH AVENUE G
 AW0532'AND SOUTH AVENUE H, 44 FEET NORTHWEST OF THE CENTER LINE OF 5TH
 AW0532'STREET, 185 FEET SOUTHWEST OF THE CENTER LINE OF SOUTH AVENUE G, 1.2
 AW0532'FEET NORTHEAST OF THE EAST CORNER OF A CYCLONE FENCE AROUND THE
 AW0532'SOUTHWESTERN BELL TELEPHONE COMPANY BRICK BUILDING, 14 FEET SOUTHWEST
 AW0532'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 8 1/2 FEET SOUTHEAST OF A
 AW0532'40-INCH TREE, 67.1 FEET NORTHEAST OF THE EAST CORNER OF THE TELEPHONE
 AW0532'BUILDING, ABOUT LEVEL WITH THE STREET, A DISK ON THE TOP OF A 5/8-INCH
 AW0532'COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 40 FEET. THE
 AW0532'UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST FLUSH WITH THE
 AW0532'GROUND.
 AW0532
 AW0532                          STATION RECOVERY (1978)
 AW0532
 AW0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0532'RECOVERED IN GOOD CONDITION.
 AW0532
 AW0532                          STATION RECOVERY (1987)
 AW0532
 AW0532'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW0532'RECOVERED IN GOOD CONDITION.
 AW0532
 AW0532                          STATION RECOVERY (1987)
 AW0532
 AW0532'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0532'RECOVERED IN GOOD CONDITION.
 AW0532
 AW0532                          STATION RECOVERY (1990)
 AW0532
 AW0532'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW0532'RECOVERED IN GOOD CONDITION.
 AW0532
 AW0532                          STATION RECOVERY (1997)
 AW0532
 AW0532'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0532'RECOVERED IN GOOD CONDITION.
 AW0532
 AW0532                          STATION RECOVERY (2004)
 AW0532
 AW0532'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1270 ***********************************************************************
 AX1270  DESIGNATION -  B 121
 AX1270  PID         -  AX1270
 AX1270  STATE/COUNTY-  TX/FAYETTE
 AX1270  USGS QUAD   -  MULDOON (1981)
 AX1270
 AX1270                         *CURRENT SURVEY CONTROL
 AX1270  ___________________________________________________________________
 AX1270* NAD 83(1986)-  29 49 08.     (N)    097 04 07.     (W)     SCALED    
 AX1270* NAVD 88     -       104.19   (+/-2cm)     341.8    (feet)  VERTCON   
 AX1270  ___________________________________________________________________
 AX1270  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AX1270
 AX1270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1270
 AX1270.The horizontal coordinates were scaled from a topographic map and have
 AX1270.an estimated accuracy of +/- 6 seconds.
 AX1270
 AX1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1270.The vertical order pertains to the NGVD 29 superseded value.
 AX1270
 AX1270.The geoid height was determined by GEOID03.
 AX1270
 AX1270;                    North         East    Units  Estimated Accuracy
 AX1270;SPC TXSC     - 4,221,600.      786,660.      MT  (+/- 180 meters Scaled)
 AX1270
 AX1270                          SUPERSEDED SURVEY CONTROL
 AX1270
 AX1270  NGVD 29 (??/??/92)  104.15   (m)          341.7    (f) COMPUTED    2 0
 AX1270
 AX1270.Superseded values are not recommended for survey control.
 AX1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1270.See file dsdata.txt to determine how the superseded data were derived.
 AX1270
 AX1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU866002(NAD 83)
 AX1270_MARKER: DB = BENCH MARK DISK
 AX1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1270_STAMPING: B 121 1933
 AX1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1270+STABILITY: SURFACE MOTION
 AX1270
 AX1270  HISTORY     - Date     Condition        Report By
 AX1270  HISTORY     - 1933     MONUMENTED       CGS
 AX1270  HISTORY     - 1943     GOOD             NGS
 AX1270  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1270  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1270  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1270  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AX1270
 AX1270                          STATION DESCRIPTION
 AX1270
 AX1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1270'IN MULDOON.
 AX1270'BENCH MARK IS ALONG THE SOUTHERN PACIFIC RAILROAD ACROSS THE TRACK
 AX1270'FROM THE SOUTH END OF THE STATION, ABOUT 0.15 MILE NORTH OF MILE POLE
 AX1270'NUMBER 39, 40 FEET WEST OF THE CENTER-LINE OF THE MAIN TRACK, 25 FEET
 AX1270'NORTH OF THE CENTER-LINE OF A ROAD CROSSING THE RAILROAD AND 3.0 FEET
 AX1270'SOUTH OF A 4X4 INCH WOODEN MARKER POST.  A DISK SET IN A CONCRETE POST
 AX1270'PROJECTING 0.5 FOOT.
 AX1270
 AX1270                          STATION RECOVERY (1964)
 AX1270
 AX1270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1270'MARK NOT FOUND.
 AX1270
 AX1270                          STATION RECOVERY (1991)
 AX1270
 AX1270'RECOVERY NOTE BY US POWER SQUADRON 1991 (MW)
 AX1270'MARK NOT FOUND.
 AX1270
 AX1270                          STATION RECOVERY (1997)
 AX1270
 AX1270'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1270'MARK NOT FOUND.
 AX1270
 AX1270                          STATION RECOVERY (2004)
 AX1270
 AX1270'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0028 ***********************************************************************
 AW0028  DESIGNATION -  B 1210
 AW0028  PID         -  AW0028
 AW0028  STATE/COUNTY-  TX/BRAZORIA
 AW0028  USGS QUAD   -  DANBURY (1974)
 AW0028
 AW0028                         *CURRENT SURVEY CONTROL
 AW0028  ___________________________________________________________________
 AW0028* NAD 83(1986)-  29 13 07.     (N)    095 19 58.     (W)     SCALED    
 AW0028* NAVD 88     -         6.81   (+/-2cm)      22.3    (feet)  VERTCON   
 AW0028  ___________________________________________________________________
 AW0028  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW0028
 AW0028  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0028
 AW0028.The horizontal coordinates were scaled from a topographic map and have
 AW0028.an estimated accuracy of +/- 6 seconds.
 AW0028
 AW0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0028.The vertical order pertains to the NGVD 29 superseded value.
 AW0028
 AW0028.The geoid height was determined by GEOID03.
 AW0028
 AW0028;                    North         East    Units  Estimated Accuracy
 AW0028;SPC TXSC     - 4,159,120.      956,470.      MT  (+/- 180 meters Scaled)
 AW0028
 AW0028                          SUPERSEDED SURVEY CONTROL
 AW0028
 AW0028  NGVD 29 (??/??/92)    6.812  (m)           22.35   (f) ADJ UNCH    1 1
 AW0028
 AW0028.Superseded values are not recommended for survey control.
 AW0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0028.See file dsdata.txt to determine how the superseded data were derived.
 AW0028
 AW0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN732344(NAD 83)
 AW0028_MARKER: DB = BENCH MARK DISK
 AW0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0028_SP_SET: CULVERT
 AW0028_STAMPING: B 1210 1973
 AW0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0028
 AW0028  HISTORY     - Date     Condition        Report By
 AW0028  HISTORY     - 1973     MONUMENTED       NGS
 AW0028  HISTORY     - 1978     GOOD             NGS
 AW0028  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0028  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0028
 AW0028                          STATION DESCRIPTION
 AW0028
 AW0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0028'1.25 MI SE FROM DANBURY.
 AW0028'0.3 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT DANBURY,
 AW0028'THENCE 0.15 MILE NORTHEAST ALONG FIRST STREET, THENCE 0.6 MILE
 AW0028'SOUTHEAST ALONG COUNTY ROAD 211, THENCE 0.2 MILE SOUTHEAST ALONG
 AW0028'COUNTY ROAD 208, 0.1 MILE NORTHWEST OF THE MAIN ENTRANCE TO A TRAILER
 AW0028'PARK, IN THE TOP AND 1.0 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 AW0028'NORTHEAST HEAD WALL OF A CONCRETE BOX CULVERT, 16 FEET NORTHEAST OF
 AW0028'THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AW0028
 AW0028                          STATION RECOVERY (1978)
 AW0028
 AW0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0028'RECOVERED IN GOOD CONDITION.
 AW0028
 AW0028                          STATION RECOVERY (1987)
 AW0028
 AW0028'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0028'MARK NOT FOUND.
 AW0028
 AW0028                          STATION RECOVERY (1990)
 AW0028
 AW0028'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2292 ***********************************************************************
 AW2292  DESIGNATION -  B 1211
 AW2292  PID         -  AW2292
 AW2292  STATE/COUNTY-  TX/HARRIS
 AW2292  USGS QUAD   -  BELLAIRE (1995)
 AW2292
 AW2292                         *CURRENT SURVEY CONTROL
 AW2292  ___________________________________________________________________
 AW2292* NAD 83(1986)-  29 41 22.     (N)    095 27 32.     (W)     SCALED    
 AW2292* NAVD 88     -        16.319  (meters)      53.54   (feet)  ADJUSTED  
 AW2292  ___________________________________________________________________
 AW2292  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2292  DYNAMIC HT  -          16.297 (meters)      53.47  (feet)  COMP
 AW2292  MODELED GRAV-     979,278.5   (mgal)                       NAVD 88
 AW2292
 AW2292  VERT ORDER  -  FIRST     CLASS II
 AW2292
 AW2292.The horizontal coordinates were scaled from a topographic map and have
 AW2292.an estimated accuracy of +/- 6 seconds.
 AW2292
 AW2292.The orthometric height was determined by differential leveling
 AW2292.and adjusted by the National Geodetic Survey in September 1996..
 AW2292
 AW2292.The geoid height was determined by GEOID03.
 AW2292
 AW2292.The dynamic height is computed by dividing the NAVD 88
 AW2292.geopotential number by the normal gravity value computed on the
 AW2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2292.degrees latitude (g = 980.6199 gals.).
 AW2292
 AW2292.The modeled gravity was interpolated from observed gravity values.
 AW2292
 AW2292;                    North         East    Units  Estimated Accuracy
 AW2292;SPC TXSC     - 4,210,900.      942,640.      MT  (+/- 180 meters Scaled)
 AW2292
 AW2292                          SUPERSEDED SURVEY CONTROL
 AW2292
 AW2292  NAVD 88 (06/15/91)   16.488  (m)           54.09   (f) UNKNOWN     1 2
 AW2292  NGVD 29 (12/23/87)   16.484  (m)           54.08   (f) ADJUSTED    1 2
 AW2292
 AW2292.Superseded values are not recommended for survey control.
 AW2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2292.See file dsdata.txt to determine how the superseded data were derived.
 AW2292
 AW2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN620869(NAD 83)
 AW2292_MARKER: DV = VERTICAL CONTROL DISK
 AW2292_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW2292_SP_SET: PIER
 AW2292_STAMPING: B 1211 1973
 AW2292_MARK LOGO: NGS   
 AW2292_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2292+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW2292
 AW2292  HISTORY     - Date     Condition        Report By
 AW2292  HISTORY     - 1973     MONUMENTED       NGS
 AW2292  HISTORY     - 1978     GOOD             NGS
 AW2292  HISTORY     - 1985     GOOD             USPSQD
 AW2292  HISTORY     - 1986     GOOD             NGS
 AW2292  HISTORY     - 1987     GOOD             USPSQD
 AW2292  HISTORY     - 1989     GOOD             USPSQD
 AW2292  HISTORY     - 1990     GOOD             USPSQD
 AW2292  HISTORY     - 1991     GOOD             USPSQD
 AW2292  HISTORY     - 19931030 GOOD             USPSQD
 AW2292  HISTORY     - 19951007 GOOD             CHANCE
 AW2292  HISTORY     - 20040529 GOOD             USPSQD
 AW2292  HISTORY     - 20051006 GOOD             USPSQD
 AW2292
 AW2292                          STATION DESCRIPTION
 AW2292
 AW2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2292'1.65 MI SE FROM BELLAIRE.
 AW2292'0.5 MILE EAST ALONG BELLAIRE BOULEVARD FROM THE JUNCTION OF RICE
 AW2292'AVENUE AT BELLAIRE, THENCE 1.15 MILES SOUTH ALONG THE WEST FRONTAGE
 AW2292'ROAD OF WEST LOOP INTERSTATE HIGHWAY 610, AT THE JUNCTION OF BEACHNUT
 AW2292'STREET, SET VERTICALLY IN THE WEST FACE OF THE WEST ONE OF THE FIRST
 AW2292'ROW OF CONCRETE PIERS NORTH OF THE STREET, AT INTERSTATE HIGHWAY 610
 AW2292'OVERPASS OVER THE STREET, 63.3 FEET EAST OF THE EAST CURB OF THE ROAD,
 AW2292'5.0 FEET NORTH OF THE NORTH CURB OF THE STREET, AND ABOUT 3 1/2 FEET
 AW2292'HIGHER THAN THE STREET.
 AW2292
 AW2292                          STATION RECOVERY (1978)
 AW2292
 AW2292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2292'RECOVERED IN GOOD CONDITION.
 AW2292
 AW2292                          STATION RECOVERY (1985)
 AW2292
 AW2292'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW2292'RECOVERED IN GOOD CONDITION.
 AW2292
 AW2292                          STATION RECOVERY (1986)
 AW2292
 AW2292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2292'RECOVERED IN GOOD CONDITION.
 AW2292
 AW2292                          STATION RECOVERY (1987)
 AW2292
 AW2292'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2292'RECOVERED IN GOOD CONDITION.
 AW2292
 AW2292                          STATION RECOVERY (1989)
 AW2292
 AW2292'RECOVERY NOTE BY US POWER SQUADRON 1989 (TT)
 AW2292'RECOVERED IN GOOD CONDITION.
 AW2292
 AW2292                          STATION RECOVERY (1990)
 AW2292
 AW2292'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2292'RECOVERED IN GOOD CONDITION.
 AW2292
 AW2292                          STATION RECOVERY (1991)
 AW2292
 AW2292'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW2292'RECOVERED IN GOOD CONDITION.
 AW2292
 AW2292                          STATION RECOVERY (1993)
 AW2292
 AW2292'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2292'RECOVERED IN GOOD CONDITION.
 AW2292
 AW2292                          STATION RECOVERY (1995)
 AW2292
 AW2292'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2292'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW2292'ADDITIONAL TIES FOLLOW.  35.5 FT (10.8 M) NORTHEAST OF A MANHOLE. 57.5
 AW2292'FT (17.5 M) EAST OF PEDESTRIAN CROSSING SIGNAL.  16.5 FT (5.0 M) SOUTH
 AW2292'OF THE SOUTH EDGE OF THE U TURN LANE.
 AW2292
 AW2292                          STATION RECOVERY (2004)
 AW2292
 AW2292'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2292'RECOVERED IN GOOD CONDITION.
 AW2292
 AW2292                          STATION RECOVERY (2005)
 AW2292
 AW2292'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2292'FOUND AS DESCRIBED.
 AW2292' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4730 ***********************************************************************
 AW4730  DESIGNATION -  B 1212
 AW4730  PID         -  AW4730
 AW4730  STATE/COUNTY-  TX/FORT BEND
 AW4730  USGS QUAD   -  RICHMOND (1980)
 AW4730
 AW4730                         *CURRENT SURVEY CONTROL
 AW4730  ___________________________________________________________________
 AW4730* NAD 83(1986)-  29 34 54.     (N)    095 45 38.     (W)     SCALED    
 AW4730* NAVD 88     -        29.864  (meters)      97.98   (feet)  ADJUSTED  
 AW4730  ___________________________________________________________________
 AW4730  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW4730  DYNAMIC HT  -          29.822 (meters)      97.84  (feet)  COMP
 AW4730  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 AW4730
 AW4730  VERT ORDER  -  FIRST     CLASS II
 AW4730
 AW4730.The horizontal coordinates were scaled from a topographic map and have
 AW4730.an estimated accuracy of +/- 6 seconds.
 AW4730
 AW4730.The orthometric height was determined by differential leveling
 AW4730.and adjusted by the National Geodetic Survey in June 1991..
 AW4730
 AW4730.The geoid height was determined by GEOID03.
 AW4730
 AW4730.The dynamic height is computed by dividing the NAVD 88
 AW4730.geopotential number by the normal gravity value computed on the
 AW4730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4730.degrees latitude (g = 980.6199 gals.).
 AW4730
 AW4730.The modeled gravity was interpolated from observed gravity values.
 AW4730
 AW4730;                    North         East    Units  Estimated Accuracy
 AW4730;SPC TXSC     - 4,198,110.      913,780.      MT  (+/- 180 meters Scaled)
 AW4730
 AW4730                          SUPERSEDED SURVEY CONTROL
 AW4730
 AW4730  NGVD 29 (12/23/87)   29.860  (m)           97.97   (f) ADJUSTED    1 2
 AW4730
 AW4730.Superseded values are not recommended for survey control.
 AW4730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4730.See file dsdata.txt to determine how the superseded data were derived.
 AW4730
 AW4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN325756(NAD 83)
 AW4730_MARKER: DB = BENCH MARK DISK
 AW4730_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW4730_SP_SET: BUILDING WALL
 AW4730_STAMPING: B 1212 1973
 AW4730_MARK LOGO: NGS   
 AW4730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4730+STABILITY: SURFACE MOTION
 AW4730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4730+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 AW4730
 AW4730  HISTORY     - Date     Condition        Report By
 AW4730  HISTORY     - 1973     MONUMENTED       NGS
 AW4730  HISTORY     - 1987     GOOD             USPSQD
 AW4730  HISTORY     - 1987     GOOD             USPSQD
 AW4730  HISTORY     - 1987     GOOD             NGS
 AW4730  HISTORY     - 1990     GOOD             USPSQD
 AW4730  HISTORY     - 1990     GOOD             USPSQD
 AW4730  HISTORY     - 19931204 GOOD             USPSQD
 AW4730  HISTORY     - 19991120 GOOD             USPSQD
 AW4730  HISTORY     - 20040323 GOOD             USPSQD
 AW4730
 AW4730                          STATION DESCRIPTION
 AW4730
 AW4730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4730'IN RICHMOND.
 AW4730'AT RICHMOND, AT THE SOUTHWEST CORNER OF THE JUNCTION OF U.S. HIGHWAY
 AW4730'90 ALT. (JACKSON STREET) AND SOUTH FOURTH STREET, AT THE NORTH
 AW4730'ENTRANCE TO THE FORT BEND COUNTY COURTHOUSE, SET VERTICALLY IN THE
 AW4730'NORTH BRICK WALL OF THE ENTRANCE WAY, 0.5 FOOT WEST OF THE WEST EDGE
 AW4730'OF THE WEST ONE OF THREE ENTRANCE DOORS, 7.0 FEET SOUTH OF THE NORTH
 AW4730'EDGE OF THE TOP STEP OF THE ENTRANCE, 127 FEET WEST OF THE WEST CURB
 AW4730'OF SOUTH FOURTH STREET, 85 FEET SOUTH OF THE SOUTH CURB OF JACKSON
 AW4730'STREET, ABOUT 1 1/2 FEET HIGHER THAN THE PORCH DECK, AND 4.0 FEET
 AW4730'ABOVE THE SIDEWALK.
 AW4730
 AW4730                          STATION RECOVERY (1987)
 AW4730
 AW4730'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW4730'RECOVERED IN GOOD CONDITION.
 AW4730
 AW4730                          STATION RECOVERY (1987)
 AW4730
 AW4730'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW4730'RECOVERED IN GOOD CONDITION.
 AW4730
 AW4730                          STATION RECOVERY (1987)
 AW4730
 AW4730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4730'RECOVERED IN GOOD CONDITION.
 AW4730
 AW4730                          STATION RECOVERY (1990)
 AW4730
 AW4730'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW4730'RECOVERED IN GOOD CONDITION.
 AW4730
 AW4730                          STATION RECOVERY (1990)
 AW4730
 AW4730'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4730'RECOVERED IN GOOD CONDITION.
 AW4730
 AW4730                          STATION RECOVERY (1993)
 AW4730
 AW4730'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4730'RECOVERED IN GOOD CONDITION.
 AW4730
 AW4730                          STATION RECOVERY (1999)
 AW4730
 AW4730'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4730'RECOVERED IN GOOD CONDITION.
 AW4730
 AW4730                          STATION RECOVERY (2004)
 AW4730
 AW4730'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7122 ***********************************************************************
 AW7122  DESIGNATION -  B 1214 RESET
 AW7122  PID         -  AW7122
 AW7122  STATE/COUNTY-  TX/HARRIS
 AW7122  USGS QUAD   -  FRIENDSWOOD (1995)
 AW7122
 AW7122                         *CURRENT SURVEY CONTROL
 AW7122  ___________________________________________________________________
 AW7122* NAD 83(1986)-  29 32 30.     (N)    095 08 23.     (W)     SCALED    
 AW7122* NAVD 88     -         7.91   (meters)      26.0    (feet)  RESET     
 AW7122  ___________________________________________________________________
 AW7122  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW7122
 AW7122  VERT ORDER  -  THIRD
 AW7122
 AW7122.The horizontal coordinates were scaled from a topographic map and have
 AW7122.an estimated accuracy of +/- 6 seconds.
 AW7122
 AW7122.The orthometric height was computed from unverified reset data.
 AW7122
 AW7122.The geoid height was determined by GEOID03.
 AW7122
 AW7122;                    North         East    Units  Estimated Accuracy
 AW7122;SPC TXSC     - 4,195,500.      974,050.      MT  (+/- 180 meters Scaled)
 AW7122
 AW7122                          SUPERSEDED SURVEY CONTROL
 AW7122
 AW7122  NGVD 29 (01/29/03)    7.91   (m)           26.0    (f) RESET       3  
 AW7122
 AW7122.Superseded values are not recommended for survey control.
 AW7122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7122.See file dsdata.txt to determine how the superseded data were derived.
 AW7122
 AW7122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN926699(NAD 83)
 AW7122_MARKER: DV = VERTICAL CONTROL DISK
 AW7122_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW7122_SP_SET: DROP INLET
 AW7122_STAMPING: B 1214 RESET 1990
 AW7122_MARK LOGO: NGS   
 AW7122_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW7122
 AW7122  HISTORY     - Date     Condition        Report By
 AW7122  HISTORY     - 1990     MONUMENTED       TXHD
 AW7122
 AW7122                          STATION DESCRIPTION
 AW7122
 AW7122'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1990
 AW7122'0.5 MILE (0.8 KM) SOUTHWEST ALONG NASA ROAD 1 (FARM ROAD 528) FROM THE
 AW7122'JUNCTION OF STATE HIGHWAY 3 IN WEBSTER, THENCE 0.95 MILE (1.53 KM)
 AW7122'NORTHWEST ALONG NORTH TEXAS AVENUE, THENCE 0.35 MILE (0.56 KM)
 AW7122'SOUTHWEST ALONG BAY AREA BOULEVARD (FRIENDSWOOD LINK ROAD), AT THE
 AW7122'INTERSECTION OF BAY AREA BOULEVARD (FRIENDSWOOD LINK ROAD) AND ACCESS
 AW7122'ROAD TO INTERSTATE HIGHWAY 45, 0.15 MILE (0.24 KM) NORTHEAST OF THE
 AW7122'CENTER OF THE OVERPASS OVER INTERSTATE 45, 34 FEET (10.4 M) SOUTHEAST
 AW7122'OF A FENCE CORNER, 39 FEET (11.9 M) NORTHEAST OF THE CENTERLINE OF
 AW7122'ACCESS ROAD TO THE NORTHWEST BOUND TRAFFIC OF INTERSTATE 45, 54 FEET
 AW7122'(16.5 M) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND TRAFFIC
 AW7122'OF BAY AREA BOULEVARD (FRIENDSWOOD LINK ROAD), SET IN THE TOP AND THE
 AW7122'CENTER OF A SLOPING CONCRETE END TREATMENT ON A DOUBLE 24 INCH
 AW7122'CONCRETE PIPE, AND ABOUT 3 FEET (0.9 M) LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0820 ***********************************************************************
 BL0820  DESIGNATION -  B 1215
 BL0820  PID         -  BL0820
 BL0820  STATE/COUNTY-  TX/WALKER
 BL0820  USGS QUAD   -  PHELPS (1976)
 BL0820
 BL0820                         *CURRENT SURVEY CONTROL
 BL0820  ___________________________________________________________________
 BL0820* NAD 83(1986)-  30 41 33.     (N)    095 26 48.     (W)     SCALED    
 BL0820* NAVD 88     -       115.133  (meters)     377.73   (feet)  ADJUSTED  
 BL0820  ___________________________________________________________________
 BL0820  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BL0820  DYNAMIC HT  -         114.983 (meters)     377.24  (feet)  COMP
 BL0820  MODELED GRAV-     979,334.6   (mgal)                       NAVD 88
 BL0820
 BL0820  VERT ORDER  -  FIRST     CLASS I
 BL0820
 BL0820.The horizontal coordinates were scaled from a topographic map and have
 BL0820.an estimated accuracy of +/- 6 seconds.
 BL0820
 BL0820.The orthometric height was determined by differential leveling
 BL0820.and adjusted by the National Geodetic Survey in June 1991..
 BL0820
 BL0820.The geoid height was determined by GEOID03.
 BL0820
 BL0820.The dynamic height is computed by dividing the NAVD 88
 BL0820.geopotential number by the normal gravity value computed on the
 BL0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0820.degrees latitude (g = 980.6199 gals.).
 BL0820
 BL0820.The modeled gravity was interpolated from observed gravity values.
 BL0820
 BL0820;                    North         East    Units  Estimated Accuracy
 BL0820;SPC TX C     - 3,124,000.    1,167,990.      MT  (+/- 180 meters Scaled)
 BL0820
 BL0820                          SUPERSEDED SURVEY CONTROL
 BL0820
 BL0820  NGVD 29 (12/23/87)  115.141  (m)          377.76   (f) ADJUSTED    1 1
 BL0820
 BL0820.Superseded values are not recommended for survey control.
 BL0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0820.See file dsdata.txt to determine how the superseded data were derived.
 BL0820
 BL0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP656980(NAD 83)
 BL0820_MARKER: DB = BENCH MARK DISK
 BL0820_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0820_SP_SET: COPPER-CLAD STEEL ROD
 BL0820_STAMPING: B 1215 1973
 BL0820_MARK LOGO: NGS   
 BL0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0820
 BL0820  HISTORY     - Date     Condition        Report By
 BL0820  HISTORY     - 1973     MONUMENTED       NGS
 BL0820  HISTORY     - 1978     GOOD             NGS
 BL0820  HISTORY     - 1987     GOOD             NGS
 BL0820
 BL0820                          STATION DESCRIPTION
 BL0820
 BL0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0820'0.3 MI S FROM PHELPS.
 BL0820'ABOUT 0.3 MILE SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 BL0820'OF SPUR 2296, AT A PRIVATE ROAD CROSSING, 123 FEET EAST OF THE CENTER
 BL0820'LINE OF FARM ROAD 2296, 65.6 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BL0820'CROSSING OF THE ROAD, 33 FEET WEST OF THE WEST RAIL, 2 FEET SOUTH OF
 BL0820'THE FIFTH POLE SOUTH OF MILE POST 84, 1 1/2 FEET NORTH OF A METAL
 BL0820'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE RAIL, AND IS A DISK SET ON
 BL0820'TOP OF A 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH
 BL0820'METAL PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32
 BL0820'FEET.
 BL0820
 BL0820                          STATION RECOVERY (1978)
 BL0820
 BL0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0820'RECOVERED IN GOOD CONDITION.
 BL0820
 BL0820                          STATION RECOVERY (1987)
 BL0820
 BL0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1898 ***********************************************************************
 AW1898  DESIGNATION -  B 1216
 AW1898  PID         -  AW1898
 AW1898  STATE/COUNTY-  TX/HARRIS
 AW1898  USGS QUAD   -  WARREN LAKE (1980)
 AW1898
 AW1898                         *CURRENT SURVEY CONTROL
 AW1898  ___________________________________________________________________
 AW1898* NAD 83(1986)-  29 53 05.     (N)    095 49 27.     (W)     SCALED    
 AW1898* NAVD 88     -        49.52   (+/-2cm)     162.5    (feet)  VERTCON   
 AW1898  ___________________________________________________________________
 AW1898  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW1898
 AW1898  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1898
 AW1898.The horizontal coordinates were scaled from a topographic map and have
 AW1898.an estimated accuracy of +/- 6 seconds.
 AW1898
 AW1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1898.The vertical order pertains to the NGVD 29 superseded value.
 AW1898
 AW1898.The geoid height was determined by GEOID03.
 AW1898
 AW1898;                    North         East    Units  Estimated Accuracy
 AW1898;SPC TXSC     - 4,231,520.      906,710.      MT  (+/- 180 meters Scaled)
 AW1898
 AW1898                          SUPERSEDED SURVEY CONTROL
 AW1898
 AW1898  NGVD 29 (??/??/92)   49.513  (m)          162.44   (f) ADJ UNCH    1 2
 AW1898
 AW1898.Superseded values are not recommended for survey control.
 AW1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1898.See file dsdata.txt to determine how the superseded data were derived.
 AW1898
 AW1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP272093(NAD 83)
 AW1898_MARKER: DB = BENCH MARK DISK
 AW1898_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1898_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1898_STAMPING: B 1216 1973
 AW1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1898
 AW1898  HISTORY     - Date     Condition        Report By
 AW1898  HISTORY     - 1973     MONUMENTED       NGS
 AW1898  HISTORY     - 1978     GOOD             NGS
 AW1898  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1898  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1898  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1898  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AW1898
 AW1898                          STATION DESCRIPTION
 AW1898
 AW1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1898'6.8 MI N FROM KATY.
 AW1898'ABOUT 6.8 MILES NORTH ALONG KATY-HOCKLEY RD. FROM THE JUNCTION OF US
 AW1898'HIGHWAY 90 AND AVENUE D, ABOUT 0.05 MILE SOUTH OF THE DRIVE OF THE
 AW1898'CLYDE NELSON HOME, 96 1/2 FEET NORTHWEST OF AND ACROSS FROM THE ROAD
 AW1898'FROM A POWER POLE, 30.8 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.1
 AW1898'FEET EAST OF A FENCE, 0.8 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 AW1898'LEVEL WITH THE ROAD, AND IS A DISK SET ON TOP OF A 4-FOOT LENGTH OF
 AW1898'5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE
 AW1898'WHICH PROJECTS 0.2 FOOT.
 AW1898
 AW1898                          STATION RECOVERY (1978)
 AW1898
 AW1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1898'RECOVERED IN GOOD CONDITION.
 AW1898
 AW1898                          STATION RECOVERY (1986)
 AW1898
 AW1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1898'MARK NOT FOUND.
 AW1898
 AW1898                          STATION RECOVERY (1987)
 AW1898
 AW1898'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1898'MARK NOT FOUND.
 AW1898
 AW1898                          STATION RECOVERY (1987)
 AW1898
 AW1898'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1898'MARK NOT FOUND.
 AW1898
 AW1898                          STATION RECOVERY (2004)
 AW1898
 AW1898'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1479 ***********************************************************************
 AW1479  DESIGNATION -  B 1217
 AW1479  PID         -  AW1479
 AW1479  STATE/COUNTY-  TX/CHAMBERS
 AW1479  USGS QUAD   -  ANAHUAC (1993)
 AW1479
 AW1479                         *CURRENT SURVEY CONTROL
 AW1479  ___________________________________________________________________
 AW1479* NAD 83(1986)-  29 50 13.     (N)    094 44 38.     (W)     SCALED    
 AW1479* NAVD 88     -         2.14   (+/-2cm)       7.0    (feet)  VERTCON   
 AW1479  ___________________________________________________________________
 AW1479  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW1479  OBS GRAVITY -     979,290.9   (mgal)                       GRAV_OBS
 AW1479
 AW1479  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1479
 AW1479.The horizontal coordinates were scaled from a topographic map and have
 AW1479.an estimated accuracy of +/- 6 seconds.
 AW1479
 AW1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1479.The vertical order pertains to the NGVD 29 superseded value.
 AW1479
 AW1479.The geoid height was determined by GEOID03.
 AW1479.The observed gravity was obtained from relative gravimeter ties
 AW1479.to the IGSN71 gravity network.
 AW1479
 AW1479;                    North         East    Units  Estimated Accuracy
 AW1479;SPC TXSC     - 4,229,540.    1,011,200.      MT  (+/- 180 meters Scaled)
 AW1479
 AW1479                          SUPERSEDED SURVEY CONTROL
 AW1479
 AW1479  NGVD 29 (??/??/92)    2.142  (m)            7.03   (f) ADJ UNCH    1 2
 AW1479
 AW1479.Superseded values are not recommended for survey control.
 AW1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1479.See file dsdata.txt to determine how the superseded data were derived.
 AW1479
 AW1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP315019(NAD 83)
 AW1479_MARKER: DB = BENCH MARK DISK
 AW1479_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1479_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1479_STAMPING: B 1217 1973
 AW1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1479
 AW1479  HISTORY     - Date     Condition        Report By
 AW1479  HISTORY     - 1973     MONUMENTED       NGS
 AW1479  HISTORY     - 1978     GOOD             NGS
 AW1479  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW1479  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1479  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AW1479  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW1479
 AW1479                          STATION DESCRIPTION
 AW1479
 AW1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1479'2.95 MI W FROM WALLISVILLE.
 AW1479'ABOUT 2.95 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE INTERSTATE
 AW1479'OVERPASS OVER FARM ROAD 563 AT WALLISVILLE, 134 FEET SOUTH OF THE
 AW1479'CENTER LINE OF A PAVED ROAD PARALLELING THE HIGHWAY, 52 FEET WEST OF
 AW1479'THE CENTER LINE OF A ROAD LEADING SOUTH, 1 FOOT NORTH OF A METAL
 AW1479'WITNESS POST, ABOUT LEVEL WITH THE GROUND AND 5 FEET BELOW THE LEVEL
 AW1479'OF THE HIGHWAY, AND IS A DISK SET ON TOP OF A 4-FOOT LENGTH OF
 AW1479'5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH IRON PIPE.
 AW1479'A BASE PLATE IS ATTACHED TO ROD.
 AW1479
 AW1479                          STATION RECOVERY (1978)
 AW1479
 AW1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1479'RECOVERED IN GOOD CONDITION.
 AW1479
 AW1479                          STATION RECOVERY (1996)
 AW1479
 AW1479'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1479'MARK NOT FOUND.
 AW1479
 AW1479                          STATION RECOVERY (2001)
 AW1479
 AW1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1479'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1479
 AW1479                          STATION RECOVERY (2004)
 AW1479
 AW1479'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1479'MARK NOT FOUND.
 AW1479
 AW1479                          STATION RECOVERY (2005)
 AW1479
 AW1479'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1508 ***********************************************************************
 AW1508  DESIGNATION -  B 1218
 AW1508  PID         -  AW1508
 AW1508  STATE/COUNTY-  TX/CHAMBERS
 AW1508  USGS QUAD   -  MORGANS POINT (1993)
 AW1508
 AW1508                         *CURRENT SURVEY CONTROL
 AW1508  ___________________________________________________________________
 AW1508* NAD 83(1986)-  29 39 45.     (N)    094 54 08.     (W)     SCALED    
 AW1508* NAVD 88     -         7.45   (+/-2cm)      24.4    (feet)  VERTCON   
 AW1508  ___________________________________________________________________
 AW1508  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1508
 AW1508  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1508
 AW1508.The horizontal coordinates were scaled from a topographic map and have
 AW1508.an estimated accuracy of +/- 6 seconds.
 AW1508
 AW1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1508.The vertical order pertains to the NGVD 29 superseded value.
 AW1508
 AW1508.The geoid height was determined by GEOID03.
 AW1508
 AW1508;                    North         East    Units  Estimated Accuracy
 AW1508;SPC TXSC     - 4,209,670.      996,580.      MT  (+/- 180 meters Scaled)
 AW1508
 AW1508                          SUPERSEDED SURVEY CONTROL
 AW1508
 AW1508  NGVD 29 (??/??/92)    7.452  (m)           24.45   (f) ADJ UNCH    1 2
 AW1508
 AW1508.Superseded values are not recommended for survey control.
 AW1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1508.See file dsdata.txt to determine how the superseded data were derived.
 AW1508
 AW1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN159829(NAD 83)
 AW1508_MARKER: DB = BENCH MARK DISK
 AW1508_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1508_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1508_STAMPING: B 1218 1973
 AW1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1508+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW1508
 AW1508  HISTORY     - Date     Condition        Report By
 AW1508  HISTORY     - 1973     MONUMENTED       NGS
 AW1508  HISTORY     - 1978     GOOD             NGS
 AW1508  HISTORY     - 1989     GOOD             USPSQD
 AW1508  HISTORY     - 1990     GOOD             USPSQD
 AW1508  HISTORY     - 19961014 GOOD             USPSQD
 AW1508  HISTORY     - 20010331 GOOD             NGS
 AW1508  HISTORY     - 20040204 GOOD             USPSQD
 AW1508  HISTORY     - 20050206 GOOD             USPSQD
 AW1508
 AW1508                          STATION DESCRIPTION
 AW1508
 AW1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1508'7.0 MI SE FROM BAYTOWN.
 AW1508'ABOUT 1 BLOCK SOUTH ALONG N. GAILLARD ST. FROM THE POST OFFICE AT
 AW1508'BAYTOWN, THENCE 1.05 MILES EAST ALONG EAST TEXAS AVE., THENCE 4.95
 AW1508'MILES SOUTHEAST ALONG TRI-CITY BEACH RD., THENCE 1 MILE NORTHEAST
 AW1508'ALONG FARM ROAD 2354, ABOUT 59 FEET NORTH OF THE CENTER LINE OF THE
 AW1508'ROAD, 44.8 FEET EAST OF AND ACROSS FROM THE TRACK ROAD FROM A POWER
 AW1508'POLE, 15 1/2 FEET EAST OF THE CENTER LINE OF A PASTURE GATE, 1.7 FEET
 AW1508'SOUTH OF A FENCE, 1 1/2 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 AW1508'FOOT BELOW THE LEVEL OF THE ROAD, AND IS A DISK SET ON TOP OF A 4-FOOT
 AW1508'LENGTH OF A 5/8-INCH COPPER COATED STEEL ROD FLUSH WITH THE GROUND,
 AW1508'AND PROTECTED A 6-INCH PIPE WHICH PROJECTS 1 INCH.  A BASE PLATE IS
 AW1508'ATTACHED TO ROD.
 AW1508
 AW1508                          STATION RECOVERY (1978)
 AW1508
 AW1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1508'RECOVERED IN GOOD CONDITION.
 AW1508
 AW1508                          STATION RECOVERY (1989)
 AW1508
 AW1508'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1508'RECOVERED IN GOOD CONDITION.
 AW1508
 AW1508                          STATION RECOVERY (1990)
 AW1508
 AW1508'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW1508'RECOVERED IN GOOD CONDITION.
 AW1508
 AW1508                          STATION RECOVERY (1996)
 AW1508
 AW1508'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1508'RECOVERED IN GOOD CONDITION.
 AW1508
 AW1508                          STATION RECOVERY (2001)
 AW1508
 AW1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1508'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1508
 AW1508                          STATION RECOVERY (2004)
 AW1508
 AW1508'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1508'RECOVERED IN GOOD CONDITION.
 AW1508
 AW1508                          STATION RECOVERY (2005)
 AW1508
 AW1508'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4179 ***********************************************************************
 AW4179  DESIGNATION -  B 1219
 AW4179  PID         -  AW4179
 AW4179  STATE/COUNTY-  TX/FORT BEND
 AW4179  USGS QUAD   -  NEEDVILLE (1980)
 AW4179
 AW4179                         *CURRENT SURVEY CONTROL
 AW4179  ___________________________________________________________________
 AW4179* NAD 83(1986)-  29 23 29.     (N)    095 49 42.     (W)     SCALED    
 AW4179* NAVD 88     -        25.873  (meters)      84.89   (feet)  ADJUSTED  
 AW4179  ___________________________________________________________________
 AW4179  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4179  DYNAMIC HT  -          25.837 (meters)      84.77  (feet)  COMP
 AW4179  MODELED GRAV-     979,251.5   (mgal)                       NAVD 88
 AW4179
 AW4179  VERT ORDER  -  FIRST     CLASS II
 AW4179
 AW4179.The horizontal coordinates were scaled from a topographic map and have
 AW4179.an estimated accuracy of +/- 6 seconds.
 AW4179
 AW4179.The orthometric height was determined by differential leveling
 AW4179.and adjusted by the National Geodetic Survey in June 1991..
 AW4179
 AW4179.The geoid height was determined by GEOID03.
 AW4179
 AW4179.The dynamic height is computed by dividing the NAVD 88
 AW4179.geopotential number by the normal gravity value computed on the
 AW4179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4179.degrees latitude (g = 980.6199 gals.).
 AW4179
 AW4179.The modeled gravity was interpolated from observed gravity values.
 AW4179
 AW4179;                    North         East    Units  Estimated Accuracy
 AW4179;SPC TXSC     - 4,176,850.      907,790.      MT  (+/- 180 meters Scaled)
 AW4179
 AW4179                          SUPERSEDED SURVEY CONTROL
 AW4179
 AW4179  NGVD 29 (12/23/87)   25.870  (m)           84.88   (f) ADJUSTED    1 2
 AW4179
 AW4179.Superseded values are not recommended for survey control.
 AW4179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4179.See file dsdata.txt to determine how the superseded data were derived.
 AW4179
 AW4179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN255546(NAD 83)
 AW4179_MARKER: DB = BENCH MARK DISK
 AW4179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4179_SP_SET: CULVERT HEADWALL
 AW4179_STAMPING: B 1219 1973
 AW4179_MARK LOGO: NGS   
 AW4179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4179+STABILITY: SURFACE MOTION
 AW4179
 AW4179  HISTORY     - Date     Condition        Report By
 AW4179  HISTORY     - 1973     MONUMENTED       NGS
 AW4179  HISTORY     - 1986     GOOD             NGS
 AW4179  HISTORY     - 1987     GOOD             USPSQD
 AW4179  HISTORY     - 1988     GOOD             USPSQD
 AW4179  HISTORY     - 1989     GOOD             USPSQD
 AW4179  HISTORY     - 19950108 GOOD             USPSQD
 AW4179
 AW4179                          STATION DESCRIPTION
 AW4179
 AW4179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4179'0.4 MI SE FROM NEEDVILLE.
 AW4179'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF FARM
 AW4179'ROAD 360 (MAIN STREET) AT NEEDVILLE, 0.2 MILE NORTHWEST OF THE
 AW4179'JUNCTION OF A ROAD NORTHEAST TO FAIRCHILDS, 0.05 MILE SOUTHEAST OF A
 AW4179'DRIVEWAY TO THE CASE RANCH SUPPLY, IN THE TOP AND 1.5 FEET NORTHWEST
 AW4179'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A LARGE
 AW4179'4-WAY CULVERT, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AW4179'AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4179
 AW4179                          STATION RECOVERY (1986)
 AW4179
 AW4179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4179'RECOVERED IN GOOD CONDITION.
 AW4179
 AW4179                          STATION RECOVERY (1987)
 AW4179
 AW4179'RECOVERY NOTE BY US POWER SQUADRON 1987 (PRH)
 AW4179'RECOVERED IN GOOD CONDITION.
 AW4179
 AW4179                          STATION RECOVERY (1988)
 AW4179
 AW4179'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4179'RECOVERED IN GOOD CONDITION.
 AW4179
 AW4179                          STATION RECOVERY (1989)
 AW4179
 AW4179'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4179'RECOVERED IN GOOD CONDITION.
 AW4179
 AW4179                          STATION RECOVERY (1995)
 AW4179
 AW4179'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1606 ***********************************************************************
 AX1606  DESIGNATION -  B 122
 AX1606  PID         -  AX1606
 AX1606  STATE/COUNTY-  TX/LAVACA
 AX1606  USGS QUAD   -  SHINER (1987)
 AX1606
 AX1606                         *CURRENT SURVEY CONTROL
 AX1606  ___________________________________________________________________
 AX1606* NAD 83(1986)-  29 25 58.     (N)    097 10 40.     (W)     SCALED    
 AX1606* NAVD 88     -       112.33   (+/-2cm)     368.5    (feet)  VERTCON   
 AX1606  ___________________________________________________________________
 AX1606  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AX1606
 AX1606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1606
 AX1606.The horizontal coordinates were scaled from a topographic map and have
 AX1606.an estimated accuracy of +/- 6 seconds.
 AX1606
 AX1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1606.The vertical order pertains to the NGVD 29 superseded value.
 AX1606
 AX1606.The geoid height was determined by GEOID03.
 AX1606
 AX1606;                    North         East    Units  Estimated Accuracy
 AX1606;SPC TXSC     - 4,178,640.      776,780.      MT  (+/- 180 meters Scaled)
 AX1606
 AX1606                          SUPERSEDED SURVEY CONTROL
 AX1606
 AX1606  NGVD 29 (??/??/92)  112.304  (m)          368.45   (f) ADJ UNCH    2 0
 AX1606
 AX1606.Superseded values are not recommended for survey control.
 AX1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1606.See file dsdata.txt to determine how the superseded data were derived.
 AX1606
 AX1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT767573(NAD 83)
 AX1606_MARKER: DB = BENCH MARK DISK
 AX1606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1606_SP_SET: STEPS
 AX1606_STAMPING: B 122 1933
 AX1606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1606
 AX1606  HISTORY     - Date     Condition        Report By
 AX1606  HISTORY     - 1933     MONUMENTED       CGS
 AX1606  HISTORY     - 1943     GOOD             NGS
 AX1606  HISTORY     - 19970607 GOOD             USPSQD
 AX1606
 AX1606                          STATION DESCRIPTION
 AX1606
 AX1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1606'IN SHINER.
 AX1606'BENCH MARK IS SET HORIZONTALLY IN TOP OF THE SOUTH PARAPET
 AX1606'OF THE CONCRETE STEPS AT THE EAST ENTRANCE TO THE HIGH SCHOOL. A DISK
 AX1606'SET IN A DRILL HOLE.
 AX1606
 AX1606                          STATION RECOVERY (1997)
 AX1606
 AX1606'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4125 ***********************************************************************
 AW4125  DESIGNATION -  B 1220
 AW4125  PID         -  AW4125
 AW4125  STATE/COUNTY-  TX/BRAZORIA
 AW4125  USGS QUAD   -  BRAZORIA (1952)
 AW4125
 AW4125                         *CURRENT SURVEY CONTROL
 AW4125  ___________________________________________________________________
 AW4125* NAD 83(1986)-  29 04 31.     (N)    095 36 01.     (W)     SCALED    
 AW4125* NAVD 88     -         8.44   (+/-2cm)      27.7    (feet)  VERTCON   
 AW4125  ___________________________________________________________________
 AW4125  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW4125
 AW4125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4125
 AW4125.The horizontal coordinates were scaled from a topographic map and have
 AW4125.an estimated accuracy of +/- 6 seconds.
 AW4125
 AW4125.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4125.The vertical order pertains to the NGVD 29 superseded value.
 AW4125
 AW4125.The geoid height was determined by GEOID03.
 AW4125
 AW4125;                    North         East    Units  Estimated Accuracy
 AW4125;SPC TXSC     - 4,142,450.      930,940.      MT  (+/- 180 meters Scaled)
 AW4125
 AW4125                          SUPERSEDED SURVEY CONTROL
 AW4125
 AW4125  NGVD 29 (??/??/92)    8.456  (m)           27.74   (f) ADJ UNCH    2 0
 AW4125
 AW4125.Superseded values are not recommended for survey control.
 AW4125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4125.See file dsdata.txt to determine how the superseded data were derived.
 AW4125
 AW4125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN468191(NAD 83)
 AW4125_MARKER: DB = BENCH MARK DISK
 AW4125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4125_SP_SET: CULVERT
 AW4125_STAMPING: B 1220 1973
 AW4125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4125
 AW4125  HISTORY     - Date     Condition        Report By
 AW4125  HISTORY     - 1973     MONUMENTED       NGS
 AW4125  HISTORY     - 1987     GOOD             USPSQD
 AW4125  HISTORY     - 1987     GOOD             USPSQD
 AW4125  HISTORY     - 1988     GOOD             USPSQD
 AW4125  HISTORY     - 1989     GOOD             USPSQD
 AW4125  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4125
 AW4125                          STATION DESCRIPTION
 AW4125
 AW4125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4125'2.65 MI NW FROM BRAZORIA.
 AW4125'2.65 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4125'HIGHWAY 332 AT BRAZORIA, 0.85 MILE NORTHWEST OF THE JUNCTION OF COUNTY
 AW4125'ROAD 348, 0.05 MILE SOUTHEAST OF THE JUNCTION OF A ROAD SOUTHEAST THRU
 AW4125'A STEEL GATE THENCE LEADING NORTHEAST, ABOUT 100 FEET SOUTH OF A
 AW4125'WINDMILL, IN THE TOP AND 0.9 FOOT NORTHWEST OF THE SOUTHEAST END OF
 AW4125'THE NORTHEAST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT, 29 1/2 FEET
 AW4125'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 AW4125'HIGHWAY.
 AW4125
 AW4125                          STATION RECOVERY (1987)
 AW4125
 AW4125'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4125'RECOVERED IN GOOD CONDITION.
 AW4125
 AW4125                          STATION RECOVERY (1987)
 AW4125
 AW4125'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4125'RECOVERED IN GOOD CONDITION.
 AW4125
 AW4125                          STATION RECOVERY (1988)
 AW4125
 AW4125'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4125'RECOVERED IN GOOD CONDITION.
 AW4125
 AW4125                          STATION RECOVERY (1989)
 AW4125
 AW4125'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4125'RECOVERED IN GOOD CONDITION.
 AW4125
 AW4125                          STATION RECOVERY (1994)
 AW4125
 AW4125'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1403 ***********************************************************************
 BL1403  DESIGNATION -  B 1221
 BL1403  PID         -  BL1403
 BL1403  STATE/COUNTY-  TX/HARRIS
 BL1403  USGS QUAD   -  TOMBALL (1979)
 BL1403
 BL1403                         *CURRENT SURVEY CONTROL
 BL1403  ___________________________________________________________________
 BL1403* NAD 83(1986)-  30 01 19.     (N)    095 34 13.     (W)     SCALED    
 BL1403* NAVD 88     -        42.870  (meters)     140.65   (feet)  ADJUSTED  
 BL1403  ___________________________________________________________________
 BL1403  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1403  DYNAMIC HT  -          42.812 (meters)     140.46  (feet)  COMP
 BL1403  MODELED GRAV-     979,292.6   (mgal)                       NAVD 88
 BL1403  OBS GRAVITY -     979,293.1   (mgal)                       GRAV_OBS
 BL1403
 BL1403  VERT ORDER  -  FIRST     CLASS II
 BL1403
 BL1403.The horizontal coordinates were scaled from a topographic map and have
 BL1403.an estimated accuracy of +/- 6 seconds.
 BL1403
 BL1403.The orthometric height was determined by differential leveling
 BL1403.and adjusted by the National Geodetic Survey in June 1991..
 BL1403
 BL1403.The geoid height was determined by GEOID03.
 BL1403
 BL1403.The dynamic height is computed by dividing the NAVD 88
 BL1403.geopotential number by the normal gravity value computed on the
 BL1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1403.degrees latitude (g = 980.6199 gals.).
 BL1403
 BL1403.The modeled gravity was interpolated from observed gravity values.
 BL1403.The observed gravity was obtained from relative gravimeter ties
 BL1403.to the IGSN71 gravity network.
 BL1403
 BL1403;                    North         East    Units  Estimated Accuracy
 BL1403;SPC TXSC     - 4,247,410.      930,780.      MT  (+/- 180 meters Scaled)
 BL1403
 BL1403                          SUPERSEDED SURVEY CONTROL
 BL1403
 BL1403  NGVD 29 (12/23/87)   42.865  (m)          140.63   (f) ADJUSTED    1 2
 BL1403
 BL1403.Superseded values are not recommended for survey control.
 BL1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1403.See file dsdata.txt to determine how the superseded data were derived.
 BL1403
 BL1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP521240(NAD 83)
 BL1403_MARKER: DB = BENCH MARK DISK
 BL1403_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL1403+WITH SETTING: INFORMATION.
 BL1403_SP_SET: SHALLOW-SET METAL ROD
 BL1403_STAMPING: B 1221 1973
 BL1403_MARK LOGO: NGS   
 BL1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1403+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 BL1403
 BL1403  HISTORY     - Date     Condition        Report By
 BL1403  HISTORY     - 1973     MONUMENTED       NGS
 BL1403  HISTORY     - 1978     GOOD             NGS
 BL1403  HISTORY     - 1986     GOOD             NGS
 BL1403  HISTORY     - 20040712 GOOD             USPSQD
 BL1403
 BL1403                          STATION DESCRIPTION
 BL1403
 BL1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1403'5.8 MI SE FROM TOMBALL.
 BL1403'ABOUT 5.8 MILES SOUTHEAST ALONG BURLINGTON-ROCK ISLAND RAILROAD FROM
 BL1403'THE STATION AT TOMBALL, ABOUT 42 FEET NORTHEAST OF THE CENTER LINE OF
 BL1403'LOUETTA RD., 35.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.7 FEET
 BL1403'SOUTHEAST OF THE FOURTH TELEPHONE POLE SOUTHEAST OF MILE POST 79, 1
 BL1403'FOOT NORTHWEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 BL1403'RAIL, AND IS A DISK SET ON THE TOP OF A 4-FOOT LENGTH OF 5/8-INCH
 BL1403'COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE WHICH
 BL1403'PROJECTS 0.1 FOOT.
 BL1403
 BL1403                          STATION RECOVERY (1978)
 BL1403
 BL1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1403'RECOVERED IN GOOD CONDITION.
 BL1403
 BL1403                          STATION RECOVERY (1986)
 BL1403
 BL1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1403'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--12.8
 BL1403'M (42.0 FT) NORTHEAST OF THE CENTERLINE OF MEMORIAL CHASE ROAD.
 BL1403'DELETE--42 FEET NORTHEAST OF THE CENTERLINE OF LOUETTA ROAD, AND 1.7
 BL1403'FEET SOUTHEAST OF THE FOURTH TELEPHONE POLE SOUTHEAST OF MILE POST 79.
 BL1403
 BL1403                          STATION RECOVERY (2004)
 BL1403
 BL1403'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1403'HAS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1848 ***********************************************************************
 AW1848  DESIGNATION -  B 1222
 AW1848  PID         -  AW1848
 AW1848  STATE/COUNTY-  TX/HARRIS
 AW1848  USGS QUAD   -  WARREN LAKE (1980)
 AW1848
 AW1848                         *CURRENT SURVEY CONTROL
 AW1848  ___________________________________________________________________
 AW1848* NAD 83(1986)-  29 59 44.     (N)    095 45 41.     (W)     SCALED    
 AW1848* NAVD 88     -        56.282  (meters)     184.65   (feet)  ADJUSTED  
 AW1848  ___________________________________________________________________
 AW1848  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW1848  DYNAMIC HT  -          56.206 (meters)     184.40  (feet)  COMP
 AW1848  MODELED GRAV-     979,284.6   (mgal)                       NAVD 88
 AW1848
 AW1848  VERT ORDER  -  FIRST     CLASS II
 AW1848
 AW1848.The horizontal coordinates were scaled from a topographic map and have
 AW1848.an estimated accuracy of +/- 6 seconds.
 AW1848
 AW1848.The orthometric height was determined by differential leveling
 AW1848.and adjusted by the National Geodetic Survey in June 1991..
 AW1848
 AW1848.The geoid height was determined by GEOID03.
 AW1848
 AW1848.The dynamic height is computed by dividing the NAVD 88
 AW1848.geopotential number by the normal gravity value computed on the
 AW1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1848.degrees latitude (g = 980.6199 gals.).
 AW1848
 AW1848.The modeled gravity was interpolated from observed gravity values.
 AW1848
 AW1848;                    North         East    Units  Estimated Accuracy
 AW1848;SPC TXSC     - 4,243,960.      912,430.      MT  (+/- 180 meters Scaled)
 AW1848
 AW1848                          SUPERSEDED SURVEY CONTROL
 AW1848
 AW1848  NGVD 29 (12/23/87)   56.275  (m)          184.63   (f) ADJUSTED    1 2
 AW1848
 AW1848.Superseded values are not recommended for survey control.
 AW1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1848.See file dsdata.txt to determine how the superseded data were derived.
 AW1848
 AW1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP336215(NAD 83)
 AW1848_MARKER: DB = BENCH MARK DISK
 AW1848_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1848_SP_SET: HEADWALL
 AW1848_STAMPING: B 1222 1973
 AW1848_MARK LOGO: NGS   
 AW1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1848+STABILITY: SURFACE MOTION
 AW1848
 AW1848  HISTORY     - Date     Condition        Report By
 AW1848  HISTORY     - 1973     MONUMENTED       NGS
 AW1848  HISTORY     - 1978     GOOD             NGS
 AW1848  HISTORY     - 1981     GOOD             NGS
 AW1848  HISTORY     - 1986     GOOD             NGS
 AW1848  HISTORY     - 1987     GOOD             USPSQD
 AW1848  HISTORY     - 19940502 GOOD             USPSQD
 AW1848
 AW1848                          STATION DESCRIPTION
 AW1848
 AW1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1848'4.4 MI NW FROM CYPRESS.
 AW1848'ABOUT 4.4 MILES NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1848'CYPRESS, ABOUT 0.2 MILE NORTHWEST OF RAILROAD MILEPOST 30, 0.15 MILE
 AW1848'NORTHWEST OF A CROSSOVER BETWEEN THE LANES OF THE HIGHWAY, 72.7 FEET
 AW1848'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 22 FEET SOUTHWEST OF THE
 AW1848'CENTER LINE OF THE SOUTHWEST LANE OF THE HIGHWAY, 36 FEET EAST OF A
 AW1848'TELEPHONE CABLE POST 73, SET IN THE TOP OF THE SOUTHEAST END OF THE
 AW1848'SOUTHWEST CONCRETE HEADWALL OF A 13 X 6 FT. DOUBLE CHANNEL CULVERT,
 AW1848'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AW1848
 AW1848                          STATION RECOVERY (1978)
 AW1848
 AW1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1848'RECOVERED IN GOOD CONDITION.
 AW1848
 AW1848                          STATION RECOVERY (1981)
 AW1848
 AW1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1848'RECOVERED IN GOOD CONDITION.
 AW1848
 AW1848                          STATION RECOVERY (1986)
 AW1848
 AW1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1848'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.8 KM (4.2 MI)
 AW1848'NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH SPRING-CYPRESS
 AW1848'ROAD IN CYPRESS.
 AW1848
 AW1848                          STATION RECOVERY (1987)
 AW1848
 AW1848'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1848'RECOVERED IN GOOD CONDITION.
 AW1848
 AW1848                          STATION RECOVERY (1994)
 AW1848
 AW1848'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1031 ***********************************************************************
 AX1031  DESIGNATION -  B 1223
 AX1031  PID         -  AX1031
 AX1031  STATE/COUNTY-  TX/FAYETTE
 AX1031  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1031
 AX1031                         *CURRENT SURVEY CONTROL
 AX1031  ___________________________________________________________________
 AX1031* NAD 83(1986)-  29 54 32.     (N)    096 39 06.     (W)     SCALED    
 AX1031* NAVD 88     -       105.007  (meters)     344.51   (feet)  ADJUSTED  
 AX1031  ___________________________________________________________________
 AX1031  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1031  DYNAMIC HT  -         104.863 (meters)     344.04  (feet)  COMP
 AX1031  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 AX1031
 AX1031  VERT ORDER  -  FIRST     CLASS I
 AX1031
 AX1031.The horizontal coordinates were scaled from a topographic map and have
 AX1031.an estimated accuracy of +/- 6 seconds.
 AX1031
 AX1031.The orthometric height was determined by differential leveling
 AX1031.and adjusted by the National Geodetic Survey in June 1991..
 AX1031
 AX1031.The geoid height was determined by GEOID03.
 AX1031
 AX1031.The dynamic height is computed by dividing the NAVD 88
 AX1031.geopotential number by the normal gravity value computed on the
 AX1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1031.degrees latitude (g = 980.6199 gals.).
 AX1031
 AX1031.The modeled gravity was interpolated from observed gravity values.
 AX1031
 AX1031;                    North         East    Units  Estimated Accuracy
 AX1031;SPC TXSC     - 4,232,310.      826,750.      MT  (+/- 180 meters Scaled)
 AX1031
 AX1031                          SUPERSEDED SURVEY CONTROL
 AX1031
 AX1031  NGVD 29 (12/23/87)  104.967  (m)          344.38   (f) ADJUSTED    1 1
 AX1031
 AX1031.Superseded values are not recommended for survey control.
 AX1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1031.See file dsdata.txt to determine how the superseded data were derived.
 AX1031
 AX1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU267110(NAD 83)
 AX1031_MARKER: DB = BENCH MARK DISK
 AX1031_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX1031+WITH SETTING: INTO GROUND
 AX1031_SP_SET: METAL ROD WITH BASE PLATE
 AX1031_STAMPING: B 1223 1973
 AX1031_MARK LOGO: NGS   
 AX1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1031+STABILITY: SURFACE MOTION
 AX1031
 AX1031  HISTORY     - Date     Condition        Report By
 AX1031  HISTORY     - 1973     MONUMENTED       NGS
 AX1031  HISTORY     - 1976     GOOD             NGS
 AX1031  HISTORY     - 1976     GOOD             NGS
 AX1031  HISTORY     - 1978     GOOD             NGS
 AX1031  HISTORY     - 1986     GOOD             NGS
 AX1031
 AX1031                          STATION DESCRIPTION
 AX1031
 AX1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1031'1.8 MI E FROM FAYETTEVILLE.
 AX1031'1.8 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1031'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, 1.5 FEET EAST OF MILE POLE
 AX1031'1003, 37.0 FEET NORTH OF THE NORTH RAIL, 8.6 FEET SOUTH OF A FENCE,
 AX1031'120 FEET EAST OF T JUNCTION FENCE POST, 13.3 FEET EAST OF THE EAST END
 AX1031'OF A WIRE FENCE GAP, 23.0 FEET NORTH OF THE NORTH RAIL OF SIDE TRACK,
 AX1031'1.0 FOOT WEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK,
 AX1031'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG
 AX1031'AND HAS A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS
 AX1031'ENCASED IN A 6-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX1031
 AX1031                          STATION RECOVERY (1976)
 AX1031
 AX1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1031'RECOVERED IN GOOD CONDITION.
 AX1031
 AX1031                          STATION RECOVERY (1976)
 AX1031
 AX1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1031'RECOVERED IN GOOD CONDITION.
 AX1031
 AX1031                          STATION RECOVERY (1978)
 AX1031
 AX1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1031'RECOVERED IN GOOD CONDITION.
 AX1031
 AX1031                          STATION RECOVERY (1986)
 AX1031
 AX1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1031'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX1031'OMIT--1.5 FT EAST OF MILE POLE 1003, ADD--4.0 METERS (13.0 FT)
 AX1031'NORTHEAST OF METAL MILE POLE 1003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1478 ***********************************************************************
 AX1478  DESIGNATION -  B 1224
 AX1478  PID         -  AX1478
 AX1478  STATE/COUNTY-  TX/BASTROP
 AX1478  USGS QUAD   -  WEST POINT (1981)
 AX1478
 AX1478                         *CURRENT SURVEY CONTROL
 AX1478  ___________________________________________________________________
 AX1478* NAD 83(1986)-  29 59 17.     (N)    097 07 11.     (W)     SCALED    
 AX1478* NAVD 88     -        91.698  (meters)     300.85   (feet)  ADJUSTED  
 AX1478  ___________________________________________________________________
 AX1478  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AX1478  DYNAMIC HT  -          91.575 (meters)     300.44  (feet)  COMP
 AX1478  MODELED GRAV-     979,293.6   (mgal)                       NAVD 88
 AX1478
 AX1478  VERT ORDER  -  FIRST     CLASS I
 AX1478
 AX1478.The horizontal coordinates were scaled from a topographic map and have
 AX1478.an estimated accuracy of +/- 6 seconds.
 AX1478
 AX1478.The orthometric height was determined by differential leveling
 AX1478.and adjusted by the National Geodetic Survey in June 1991..
 AX1478
 AX1478.The geoid height was determined by GEOID03.
 AX1478
 AX1478.The dynamic height is computed by dividing the NAVD 88
 AX1478.geopotential number by the normal gravity value computed on the
 AX1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1478.degrees latitude (g = 980.6199 gals.).
 AX1478
 AX1478.The modeled gravity was interpolated from observed gravity values.
 AX1478
 AX1478;                    North         East    Units  Estimated Accuracy
 AX1478;SPC TX C     - 3,040,110.    1,010,080.      MT  (+/- 180 meters Scaled)
 AX1478
 AX1478                          SUPERSEDED SURVEY CONTROL
 AX1478
 AX1478  NGVD 29 (??/??/92)   91.649  (m)          300.69   (f) ADJ UNCH    1 1
 AX1478
 AX1478.Superseded values are not recommended for survey control.
 AX1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1478.See file dsdata.txt to determine how the superseded data were derived.
 AX1478
 AX1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU813189(NAD 83)
 AX1478_MARKER: DB = BENCH MARK DISK
 AX1478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1478_SP_SET: CULVERT
 AX1478_STAMPING: B 1224 1973
 AX1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1478
 AX1478  HISTORY     - Date     Condition        Report By
 AX1478  HISTORY     - 1973     MONUMENTED       NGS
 AX1478  HISTORY     - 1978     GOOD             NGS
 AX1478
 AX1478                          STATION DESCRIPTION
 AX1478
 AX1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1478'3.05 MI SE FROM SMITHVILLE.
 AX1478'0.25 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT SMITHVILLE,
 AX1478'THENCE 2.8 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD,
 AX1478'AT THE CROSSING OF AN ASPHALT ROAD, 2 1/2 POLES SOUTHEAST OF RAILROAD
 AX1478'BRIDGE 972.0, 5 POLES SOUTHEAST OF MILE POLE 972, IN THE TOP AND 1.6
 AX1478'FEET NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL
 AX1478'OF A 36-INCH PIPE CULVERT UNDER THE ROAD, 64.2 FEET NORTHEAST OF THE
 AX1478'NORTHEAST RAIL, 13 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 AX1478'3 1/2 FEET LOWER THAN THE TRACK, AND ABOUT LEVEL WITH THE ROAD.
 AX1478
 AX1478                          STATION RECOVERY (1978)
 AX1478
 AX1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0668 ***********************************************************************
 BM0668  DESIGNATION -  B 1225
 BM0668  PID         -  BM0668
 BM0668  STATE/COUNTY-  TX/TRAVIS
 BM0668  USGS QUAD   -  WEBBERVILLE (1987)
 BM0668
 BM0668                         *CURRENT SURVEY CONTROL
 BM0668  ___________________________________________________________________
 BM0668* NAD 83(1986)-  30 11 21.     (N)    097 34 11.     (W)     SCALED    
 BM0668* NAVD 88     -       145.799  (meters)     478.34   (feet)  ADJUSTED  
 BM0668  ___________________________________________________________________
 BM0668  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BM0668  DYNAMIC HT  -         145.600 (meters)     477.69  (feet)  COMP
 BM0668  MODELED GRAV-     979,277.6   (mgal)                       NAVD 88
 BM0668
 BM0668  VERT ORDER  -  FIRST     CLASS I
 BM0668
 BM0668.The horizontal coordinates were scaled from a topographic map and have
 BM0668.an estimated accuracy of +/- 6 seconds.
 BM0668
 BM0668.The orthometric height was determined by differential leveling
 BM0668.and adjusted by the National Geodetic Survey in June 1991..
 BM0668
 BM0668.The geoid height was determined by GEOID03.
 BM0668
 BM0668.The dynamic height is computed by dividing the NAVD 88
 BM0668.geopotential number by the normal gravity value computed on the
 BM0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0668.degrees latitude (g = 980.6199 gals.).
 BM0668
 BM0668.The modeled gravity was interpolated from observed gravity values.
 BM0668
 BM0668;                    North         East    Units  Estimated Accuracy
 BM0668;SPC TX C     - 3,061,230.      966,110.      MT  (+/- 180 meters Scaled)
 BM0668
 BM0668                          SUPERSEDED SURVEY CONTROL
 BM0668
 BM0668  NGVD 29 (??/??/92)  145.718  (m)          478.08   (f) ADJ UNCH    1 1
 BM0668
 BM0668.Superseded values are not recommended for survey control.
 BM0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0668.See file dsdata.txt to determine how the superseded data were derived.
 BM0668
 BM0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU376406(NAD 83)
 BM0668_MARKER: DB = BENCH MARK DISK
 BM0668_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BM0668+WITH SETTING: INTO GROUND
 BM0668_STAMPING: B 1225 1973
 BM0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0668+STABILITY: SURFACE MOTION
 BM0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0668+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 BM0668
 BM0668  HISTORY     - Date     Condition        Report By
 BM0668  HISTORY     - 1973     MONUMENTED       NGS
 BM0668  HISTORY     - 1978     GOOD             NGS
 BM0668  HISTORY     - 1989     GOOD             USPSQD
 BM0668  HISTORY     - 1991     GOOD             USPSQD
 BM0668  HISTORY     - 19980718 GOOD             USPSQD
 BM0668  HISTORY     - 20030308 GOOD             USPSQD
 BM0668  HISTORY     - 20040612 GOOD             USPSQD
 BM0668
 BM0668                          STATION DESCRIPTION
 BM0668
 BM0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0668'0.6 MI W FROM GARFIELD.
 BM0668'ABOUT 0.6 MILES WEST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0668'STATION AND STORE AT GARFIELD, 0.85 MILES WEST OF GARFIELD WATER TOWER
 BM0668'WHICH IS ON A HILL, 98.0 FEET NORTH OF THE CENTER LINE OF THE NORTH
 BM0668'LANE OF THE HIGHWAY, 99.0 FEET WEST OF THE CENTER LANE OF AN IRON GATE
 BM0668'AND PRIVATE DRIVEWAY, 5.0 FEET SOUTHEAST OF A T-FENCE CORNER POST, 2.0
 BM0668'FEET SOUTH OF A FENCE LINE, 0.95 MILES EAST OF THE BENCH MARK A 1225,
 BM0668'0.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 5.0 FEET ABOVE THE
 BM0668'HIGHWAY, AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED
 BM0668'STEEL ROD FLUSH WITH THE GROUND AND FASTENED TO A BASE PLATE. THE MARK
 BM0668'IS PROTECTED BY A 6-INCH IRON PIPE.
 BM0668
 BM0668                          STATION RECOVERY (1978)
 BM0668
 BM0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0668'RECOVERED IN GOOD CONDITION.
 BM0668
 BM0668                          STATION RECOVERY (1989)
 BM0668
 BM0668'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0668'RECOVERED IN GOOD CONDITION.
 BM0668
 BM0668                          STATION RECOVERY (1991)
 BM0668
 BM0668'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0668'RECOVERED IN GOOD CONDITION.
 BM0668
 BM0668                          STATION RECOVERY (1998)
 BM0668
 BM0668'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0668'RECOVERED IN GOOD CONDITION.
 BM0668
 BM0668                          STATION RECOVERY (2003)
 BM0668
 BM0668'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0668'RECOVERED IN GOOD CONDITION.
 BM0668
 BM0668                          STATION RECOVERY (2004)
 BM0668
 BM0668'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2420 ***********************************************************************
 AX2420  DESIGNATION -  B 1226
 AX2420  PID         -  AX2420
 AX2420  STATE/COUNTY-  TX/FAYETTE
 AX2420  USGS QUAD   -  FAYETTEVILLE (1981)
 AX2420
 AX2420                         *CURRENT SURVEY CONTROL
 AX2420  ___________________________________________________________________
 AX2420* NAD 83(1986)-  29 54 31.     (N)    096 43 02.     (W)     SCALED    
 AX2420* NAVD 88     -       120.391  (meters)     394.98   (feet)  ADJUSTED  
 AX2420  ___________________________________________________________________
 AX2420  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX2420  DYNAMIC HT  -         120.225 (meters)     394.44  (feet)  COMP
 AX2420  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 AX2420  OBS GRAVITY -     979,262.5   (mgal)                       GRAV_OBS
 AX2420
 AX2420  VERT ORDER  -  FIRST     CLASS I
 AX2420
 AX2420.The horizontal coordinates were scaled from a topographic map and have
 AX2420.an estimated accuracy of +/- 6 seconds.
 AX2420
 AX2420.The orthometric height was determined by differential leveling
 AX2420.and adjusted by the National Geodetic Survey in June 1991..
 AX2420
 AX2420.The geoid height was determined by GEOID03.
 AX2420
 AX2420.The dynamic height is computed by dividing the NAVD 88
 AX2420.geopotential number by the normal gravity value computed on the
 AX2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2420.degrees latitude (g = 980.6199 gals.).
 AX2420
 AX2420.The modeled gravity was interpolated from observed gravity values.
 AX2420.The observed gravity was obtained from relative gravimeter ties
 AX2420.to the IGSN71 gravity network.
 AX2420
 AX2420;                    North         East    Units  Estimated Accuracy
 AX2420;SPC TXSC     - 4,232,150.      820,430.      MT  (+/- 180 meters Scaled)
 AX2420
 AX2420                          SUPERSEDED SURVEY CONTROL
 AX2420
 AX2420  NGVD 29 (12/23/87)  120.348  (m)          394.84   (f) ADJUSTED    1 1
 AX2420
 AX2420.Superseded values are not recommended for survey control.
 AX2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2420.See file dsdata.txt to determine how the superseded data were derived.
 AX2420
 AX2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU204108(NAD 83)
 AX2420_MARKER: DB = BENCH MARK DISK
 AX2420_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX2420+WITH SETTING: INTO GROUND
 AX2420_SP_SET: METAL ROD WITH BASE PLATE
 AX2420_STAMPING: B 1226 1976
 AX2420_MARK LOGO: NGS   
 AX2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2420+STABILITY: SURFACE MOTION
 AX2420
 AX2420  HISTORY     - Date     Condition        Report By
 AX2420  HISTORY     - 1976     MONUMENTED       NGS
 AX2420  HISTORY     - 1978     GOOD             NGS
 AX2420  HISTORY     - 1987     GOOD             USPSQD
 AX2420  HISTORY     - 1987     GOOD             NGS
 AX2420  HISTORY     - 19970607 GOOD             USPSQD
 AX2420
 AX2420                          STATION DESCRIPTION
 AX2420
 AX2420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AX2420'2.4 MI WEST FROM FAYETTEVILLE.
 AX2420'2.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2420'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, AT THE CROSSING OF GRAVEL
 AX2420'FARM ROAD, 0.15 MILE WEST OF MILE POST 999, 57.2 FEET SOUTH OF
 AX2420'THE SOUTH RAIL, 33 FEET WEST OF THE CENTERLINE OF FARM ROAD, 17.6
 AX2420'FEET WEST OF A FENCE CORNER, AND 11.6 FEET WEST OF GUY POLE FOR
 AX2420'UNDERGROUND CABLE NUMBER 5-64.  DISK IS LEVEL WITH GROUND, ACCESS
 AX2420'TO WHICH IS HAD THROUGH A 4 INCH PLASTIC PIPE.
 AX2420
 AX2420                          STATION RECOVERY (1987)
 AX2420
 AX2420'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX2420'RECOVERED IN GOOD CONDITION.
 AX2420
 AX2420                          STATION RECOVERY (1987)
 AX2420
 AX2420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX2420'RECOVERED IN GOOD CONDITION.
 AX2420
 AX2420                          STATION RECOVERY (1997)
 AX2420
 AX2420'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1103 ***********************************************************************
 AW1103  DESIGNATION -  B 1227
 AW1103  PID         -  AW1103
 AW1103  STATE/COUNTY-  TX/HARRIS
 AW1103  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1103
 AW1103                         *CURRENT SURVEY CONTROL
 AW1103  ___________________________________________________________________
 AW1103* NAD 83(1986)-  29 36 45.     (N)    095 11 17.     (W)     SCALED    
 AW1103* NAVD 88     -        10.594  (meters)      34.76   (feet)  ADJUSTED  
 AW1103  ___________________________________________________________________
 AW1103  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW1103  DYNAMIC HT  -          10.579 (meters)      34.71  (feet)  COMP
 AW1103  MODELED GRAV-     979,275.4   (mgal)                       NAVD 88
 AW1103
 AW1103  VERT ORDER  -  FIRST     CLASS I
 AW1103
 AW1103.The horizontal coordinates were scaled from a topographic map and have
 AW1103.an estimated accuracy of +/- 6 seconds.
 AW1103
 AW1103.The orthometric height was determined by differential leveling
 AW1103.and adjusted by the National Geodetic Survey in June 1991..
 AW1103
 AW1103.The geoid height was determined by GEOID03.
 AW1103
 AW1103.The dynamic height is computed by dividing the NAVD 88
 AW1103.geopotential number by the normal gravity value computed on the
 AW1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1103.degrees latitude (g = 980.6199 gals.).
 AW1103
 AW1103.The modeled gravity was interpolated from observed gravity values.
 AW1103
 AW1103;                    North         East    Units  Estimated Accuracy
 AW1103;SPC TXSC     - 4,203,200.      969,110.      MT  (+/- 180 meters Scaled)
 AW1103
 AW1103                          SUPERSEDED SURVEY CONTROL
 AW1103
 AW1103  NGVD 29 (12/23/87)   10.590  (m)           34.74   (f) ADJUSTED    1 1
 AW1103
 AW1103.Superseded values are not recommended for survey control.
 AW1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1103.See file dsdata.txt to determine how the superseded data were derived.
 AW1103
 AW1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN881778(NAD 83)
 AW1103_MARKER: DB = BENCH MARK DISK
 AW1103_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1103_SP_SET: HEADWALL
 AW1103_STAMPING: B 1227 1976
 AW1103_MARK LOGO: NGS   
 AW1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1103+STABILITY: SURFACE MOTION
 AW1103
 AW1103  HISTORY     - Date     Condition        Report By
 AW1103  HISTORY     - 1976     MONUMENTED       NGS
 AW1103  HISTORY     - 1978     GOOD             NGS
 AW1103  HISTORY     - 1987     GOOD             USPSQD
 AW1103  HISTORY     - 1987     GOOD             USPSQD
 AW1103  HISTORY     - 1987     GOOD             USPSQD
 AW1103  HISTORY     - 1987     GOOD             NGS
 AW1103  HISTORY     - 1989     GOOD             USPSQD
 AW1103  HISTORY     - 1989     GOOD             USPSQD
 AW1103  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1103  HISTORY     - 1990     GOOD             USPSQD
 AW1103  HISTORY     - 19931120 MARK NOT FOUND   USPSQD
 AW1103
 AW1103                          STATION DESCRIPTION
 AW1103
 AW1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1103'0.9 MI SE FROM GENOA.
 AW1103'0.9 MI SE ALONG STATE HIGHWAY 3 FROM THE INTERSECTION OF GENOA RED
 AW1103'BLUFF ROAD AT GENOA, ABOUT 0.25 MI SE OF A RAILROAD CROSSING, SET IN
 AW1103'THE TOP OF THE NE HEADWALL OF A SMALL BRIDGE AND NEAR THE NW END OF
 AW1103'THE HEADWALL, 20.4 FT NE OF THE CENTER LINE OF THE NW BOUND LANES OF
 AW1103'STATE HIGHWAY 3, 13 FT SE OF THE NW END OF THE HEADWALL ABOUT OPPOSITE
 AW1103'RAILROAD BRIDGE NO. 15.2.
 AW1103
 AW1103                          STATION RECOVERY (1978)
 AW1103
 AW1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1103'RECOVERED IN GOOD CONDITION.
 AW1103
 AW1103                          STATION RECOVERY (1987)
 AW1103
 AW1103'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1103'RECOVERED IN GOOD CONDITION.
 AW1103
 AW1103                          STATION RECOVERY (1987)
 AW1103
 AW1103'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCM)
 AW1103'RECOVERED IN GOOD CONDITION.
 AW1103
 AW1103                          STATION RECOVERY (1987)
 AW1103
 AW1103'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1103'RECOVERED IN GOOD CONDITION.
 AW1103
 AW1103                          STATION RECOVERY (1987)
 AW1103
 AW1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1103'RECOVERED IN GOOD CONDITION.
 AW1103
 AW1103                          STATION RECOVERY (1989)
 AW1103
 AW1103'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1103'RECOVERED IN GOOD CONDITION.
 AW1103
 AW1103                          STATION RECOVERY (1989)
 AW1103
 AW1103'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1103'RECOVERED IN GOOD CONDITION.
 AW1103
 AW1103                          STATION RECOVERY (1989)
 AW1103
 AW1103'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1103'MARK NOT FOUND.
 AW1103
 AW1103                          STATION RECOVERY (1990)
 AW1103
 AW1103'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1103'RECOVERED IN GOOD CONDITION.
 AW1103
 AW1103                          STATION RECOVERY (1993)
 AW1103
 AW1103'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0709 ***********************************************************************
 CD0709  DESIGNATION -  B 1235
 CD0709  PID         -  CD0709
 CD0709  STATE/COUNTY-  TX/CULBERSON
 CD0709  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0709
 CD0709                         *CURRENT SURVEY CONTROL
 CD0709  ___________________________________________________________________
 CD0709* NAD 83(1986)-  31 58 37.     (N)    104 36 00.     (W)     SCALED    
 CD0709* NAVD 88     -      1303.200  (meters)    4275.58   (feet)  ADJUSTED  
 CD0709  ___________________________________________________________________
 CD0709  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CD0709  DYNAMIC HT  -        1301.213 (meters)    4269.06  (feet)  COMP
 CD0709  MODELED GRAV-     979,069.0   (mgal)                       NAVD 88
 CD0709
 CD0709  VERT ORDER  -  FIRST     CLASS I
 CD0709
 CD0709.The horizontal coordinates were scaled from a topographic map and have
 CD0709.an estimated accuracy of +/- 6 seconds.
 CD0709
 CD0709.The orthometric height was determined by differential leveling
 CD0709.and adjusted by the National Geodetic Survey in June 1991..
 CD0709
 CD0709.The geoid height was determined by GEOID03.
 CD0709
 CD0709.The dynamic height is computed by dividing the NAVD 88
 CD0709.geopotential number by the normal gravity value computed on the
 CD0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0709.degrees latitude (g = 980.6199 gals.).
 CD0709
 CD0709.The modeled gravity was interpolated from observed gravity values.
 CD0709
 CD0709;                    North         East    Units  Estimated Accuracy
 CD0709;SPC TX C     - 3,263,850.      296,820.      MT  (+/- 180 meters Scaled)
 CD0709
 CD0709                          SUPERSEDED SURVEY CONTROL
 CD0709
 CD0709  NGVD 29 (??/??/92) 1302.625  (m)         4273.70   (f) ADJ UNCH    1 1
 CD0709
 CD0709.Superseded values are not recommended for survey control.
 CD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0709.See file dsdata.txt to determine how the superseded data were derived.
 CD0709
 CD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER377379(NAD 83)
 CD0709_MARKER: DB = BENCH MARK DISK
 CD0709_SETTING: 80 = SET IN A BOULDER
 CD0709_STAMPING: B 1235 1977
 CD0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0709+STABILITY: SURFACE MOTION
 CD0709
 CD0709  HISTORY     - Date     Condition        Report By
 CD0709  HISTORY     - 1977     MONUMENTED       NGS
 CD0709  HISTORY     - 19970915 GOOD             USPSQD
 CD0709
 CD0709                          STATION DESCRIPTION
 CD0709
 CD0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0709'14.5 MI NE FROM PINE SPRINGS.
 CD0709'14.5 MILES NORTHEAST  ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0709'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 4.3 MILES
 CD0709'SOUTHWEST OF THE TEXAS-NEW MEXICO STATE LINE, SET IN TOP OF AN
 CD0709'EMBEDDED BOULDER FLUSH WITH THE GROUND, 43 FT. NORTHWEST OF THE
 CD0709'CENTER LINE OF THE HIGHWAY, 21 FT. EAST-SOUTHEAST OF A JUNCTION
 CD0709'IN THE FENCE LINES, 19 FT. SOUTHEAST OF A NORTHEAST-SOUTHWEST
 CD0709'FENCE LINE.
 CD0709
 CD0709                          STATION RECOVERY (1997)
 CD0709
 CD0709'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0737 ***********************************************************************
 CD0737  DESIGNATION -  B 1236
 CD0737  PID         -  CD0737
 CD0737  STATE/COUNTY-  TX/CULBERSON
 CD0737  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0737
 CD0737                         *CURRENT SURVEY CONTROL
 CD0737  ___________________________________________________________________
 CD0737* NAD 83(1986)-  31 45 57.     (N)    104 54 24.     (W)     SCALED    
 CD0737* NAVD 88     -      1173.174  (meters)    3848.99   (feet)  ADJUSTED  
 CD0737  ___________________________________________________________________
 CD0737  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CD0737  DYNAMIC HT  -        1171.398 (meters)    3843.16  (feet)  COMP
 CD0737  MODELED GRAV-     979,085.9   (mgal)                       NAVD 88
 CD0737
 CD0737  VERT ORDER  -  FIRST     CLASS I
 CD0737
 CD0737.The horizontal coordinates were scaled from a topographic map and have
 CD0737.an estimated accuracy of +/- 6 seconds.
 CD0737
 CD0737.The orthometric height was determined by differential leveling
 CD0737.and adjusted by the National Geodetic Survey in June 1991..
 CD0737
 CD0737.The geoid height was determined by GEOID03.
 CD0737
 CD0737.The dynamic height is computed by dividing the NAVD 88
 CD0737.geopotential number by the normal gravity value computed on the
 CD0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0737.degrees latitude (g = 980.6199 gals.).
 CD0737
 CD0737.The modeled gravity was interpolated from observed gravity values.
 CD0737
 CD0737;                    North         East    Units  Estimated Accuracy
 CD0737;SPC TX C     - 3,241,620.      266,890.      MT  (+/- 180 meters Scaled)
 CD0737
 CD0737                          SUPERSEDED SURVEY CONTROL
 CD0737
 CD0737  NGVD 29 (??/??/92) 1172.628  (m)         3847.20   (f) ADJ UNCH    1 1
 CD0737
 CD0737.Superseded values are not recommended for survey control.
 CD0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0737.See file dsdata.txt to determine how the superseded data were derived.
 CD0737
 CD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER088144(NAD 83)
 CD0737_MARKER: DB = BENCH MARK DISK
 CD0737_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0737_SP_SET: WING WALL
 CD0737_STAMPING: B 1236 1977
 CD0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0737
 CD0737  HISTORY     - Date     Condition        Report By
 CD0737  HISTORY     - 1977     MONUMENTED       NGS
 CD0737
 CD0737                          STATION DESCRIPTION
 CD0737
 CD0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0737'13.0 MI SW FROM PINE SPRINGS.
 CD0737'13.0 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0737'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS,SET IN TOP AND
 CD0737'0.5 FT. SOUTHWEST OF THE NORTHEAST END OF THE SOUTH CONCRETE
 CD0737'WING WALL OF THE HIGHWAY BRIDGE, 23 FT. SOUTHEAST OF THE
 CD0737'CENTER LINE OF THE ROAD, 0.1 MILE NORTHEAST OF THE JUNCTION
 CD0737'OF THE OLD ROUTE OF U.S. HIGHWAYS 62 AND 180.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1659 ***********************************************************************
 AX1659  DESIGNATION -  B 124
 AX1659  PID         -  AX1659
 AX1659  STATE/COUNTY-  TX/DE WITT
 AX1659  USGS QUAD   -  CUERO (1987)
 AX1659
 AX1659                         *CURRENT SURVEY CONTROL
 AX1659  ___________________________________________________________________
 AX1659* NAD 83(1986)-  29 05 24.     (N)    097 21 14.     (W)     SCALED    
 AX1659* NAVD 88     -        65.45   (+/-2cm)     214.7    (feet)  VERTCON   
 AX1659  ___________________________________________________________________
 AX1659  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX1659
 AX1659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1659
 AX1659.The horizontal coordinates were scaled from a topographic map and have
 AX1659.an estimated accuracy of +/- 6 seconds.
 AX1659
 AX1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1659.The vertical order pertains to the NGVD 29 superseded value.
 AX1659
 AX1659.The geoid height was determined by GEOID03.
 AX1659
 AX1659;                    North         East    Units  Estimated Accuracy
 AX1659;SPC TXSC     - 4,140,400.      760,230.      MT  (+/- 180 meters Scaled)
 AX1659
 AX1659                          SUPERSEDED SURVEY CONTROL
 AX1659
 AX1659  NGVD 29 (??/??/92)   65.459  (m)          214.76   (f) ADJ UNCH    2 0
 AX1659
 AX1659.Superseded values are not recommended for survey control.
 AX1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1659.See file dsdata.txt to determine how the superseded data were derived.
 AX1659
 AX1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT602190(NAD 83)
 AX1659_MARKER: DB = BENCH MARK DISK
 AX1659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1659_SP_SET: ABUTMENT
 AX1659_STAMPING: B 124 1933
 AX1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1659
 AX1659  HISTORY     - Date     Condition        Report By
 AX1659  HISTORY     - 1933     MONUMENTED       CGS
 AX1659  HISTORY     - 20010331 GOOD             NGS
 AX1659
 AX1659                          STATION DESCRIPTION
 AX1659
 AX1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1659'3.7 MI W FROM CUERO.
 AX1659'ALONG THE TEXAS AND NEW ORLEANS R.R. 1 1/2 POLES NORTHEAST OF M.P. 139
 AX1659'AND 7.8 FT. NORTHWEST OF THE CENTERLINE OF THE TRACKS IN THE WEST END
 AX1659'OF THE NORTH ABUTMENT OF UNDERPASS NO. 138 B OVER THE CUERO SAN
 AX1659'ANTONIO HIGHWAY.
 AX1659
 AX1659                          STATION RECOVERY (2001)
 AX1659
 AX1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1659'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0325 ***********************************************************************
 EM0325  DESIGNATION -  B 124
 EM0325  PID         -  EM0325
 EM0325  STATE/COUNTY-  TX/WILBARGER
 EM0325  USGS QUAD   -  ODELL (1985)
 EM0325
 EM0325                         *CURRENT SURVEY CONTROL
 EM0325  ___________________________________________________________________
 EM0325* NAD 83(1986)-  34 21 01.     (N)    099 23 21.     (W)     SCALED    
 EM0325* NAVD 88     -       418.716  (meters)    1373.74   (feet)  ADJUSTED  
 EM0325  ___________________________________________________________________
 EM0325  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 EM0325  DYNAMIC HT  -         418.251 (meters)    1372.21  (feet)  COMP
 EM0325  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 EM0325
 EM0325  VERT ORDER  -  SECOND    CLASS 0
 EM0325
 EM0325.The horizontal coordinates were scaled from a topographic map and have
 EM0325.an estimated accuracy of +/- 6 seconds.
 EM0325
 EM0325.The orthometric height was determined by differential leveling
 EM0325.and adjusted by the National Geodetic Survey in June 1991..
 EM0325
 EM0325.The geoid height was determined by GEOID03.
 EM0325
 EM0325.The dynamic height is computed by dividing the NAVD 88
 EM0325.geopotential number by the normal gravity value computed on the
 EM0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0325.degrees latitude (g = 980.6199 gals.).
 EM0325
 EM0325.The modeled gravity was interpolated from observed gravity values.
 EM0325
 EM0325;                    North         East    Units  Estimated Accuracy
 EM0325;SPC TXNC     - 2,297,960.      518,180.      MT  (+/- 180 meters Scaled)
 EM0325
 EM0325                          SUPERSEDED SURVEY CONTROL
 EM0325
 EM0325  NGVD 29 (??/??/92)  418.568  (m)         1373.25   (f) ADJ UNCH    2 0
 EM0325
 EM0325.Superseded values are not recommended for survey control.
 EM0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0325.See file dsdata.txt to determine how the superseded data were derived.
 EM0325
 EM0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD642010(NAD 83)
 EM0325_MARKER: DB = BENCH MARK DISK
 EM0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0325_STAMPING: B 124 1961
 EM0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0325+STABILITY: SURFACE MOTION
 EM0325
 EM0325  HISTORY     - Date     Condition        Report By
 EM0325  HISTORY     - 1961     MONUMENTED       CGS
 EM0325  HISTORY     - 1984     GOOD             NGS
 EM0325
 EM0325                          STATION DESCRIPTION
 EM0325
 EM0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0325'1.4 MI E FROM ODELL.
 EM0325'1.45 MILES EAST ALONG FARM ROAD 91 FROM THE POST OFFICE AT ODELL, 38
 EM0325'FEET NORTH OF THE HIGHWAY, 1.6 FEET SOUTH EAST OF A FENCE CORNER, 1.7
 EM0325'FEET SOUTHWEST OF THE WITNESS POST, SET IN THE TOP OF A SQUARE
 EM0325'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 2 FEET HIGHER
 EM0325'THAN THE HIGHWAY.
 EM0325
 EM0325                          STATION RECOVERY (1984)
 EM0325
 EM0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1620 ***********************************************************************
 AW1620  DESIGNATION -  B 1241
 AW1620  PID         -  AW1620
 AW1620  STATE/COUNTY-  TX/GALVESTON
 AW1620  USGS QUAD   -  TEXAS CITY (1994)
 AW1620
 AW1620                         *CURRENT SURVEY CONTROL
 AW1620  ___________________________________________________________________
 AW1620* NAD 83(1986)-  29 26 42.     (N)    094 58 01.     (W)     SCALED    
 AW1620* NAVD 88     -         3.02   (+/-2cm)       9.9    (feet)  VERTCON   
 AW1620  ___________________________________________________________________
 AW1620  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW1620
 AW1620  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1620
 AW1620.The horizontal coordinates were scaled from a topographic map and have
 AW1620.an estimated accuracy of +/- 6 seconds.
 AW1620
 AW1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1620.The vertical order pertains to the NGVD 29 superseded value.
 AW1620
 AW1620.The geoid height was determined by GEOID03.
 AW1620
 AW1620;                    North         East    Units  Estimated Accuracy
 AW1620;SPC TXSC     - 4,185,360.      991,150.      MT  (+/- 180 meters Scaled)
 AW1620
 AW1620                          SUPERSEDED SURVEY CONTROL
 AW1620
 AW1620  NGVD 29 (??/??/??)    3.016  (m)            9.89   (f) ADJUSTED    1 2
 AW1620
 AW1620.Superseded values are not recommended for survey control.
 AW1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1620.See file dsdata.txt to determine how the superseded data were derived.
 AW1620
 AW1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN092589(NAD 83)
 AW1620_MARKER: DB = BENCH MARK DISK
 AW1620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1620_SP_SET: CULVERT HEADWALL
 AW1620_STAMPING: B 1241 1978
 AW1620_MARK LOGO: NGS   
 AW1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1620
 AW1620  HISTORY     - Date     Condition        Report By
 AW1620  HISTORY     - 1978     MONUMENTED       NGS
 AW1620  HISTORY     - 1983     GOOD             NGS
 AW1620  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1620  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1620  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW1620  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 AW1620
 AW1620                          STATION DESCRIPTION
 AW1620
 AW1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1620'7.2 MI NW FROM TEXAS CITY.
 AW1620'ABOUT 4.5 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE
 AW1620'AT TEXAS CITY, THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 146, SET
 AW1620'IN THE NORTH END OF A 6X6 FOOT BOX CULVERT ON THE EAST SIDE OF
 AW1620'HIGHWAY AND NORTHEAST AND ACROSS HIGHWAY FROM RAILROAD SIGNAL
 AW1620'LIGHT 120 FEET NORTHEAST AND ACROSS HIGHWAY, 66 FEET SOUTHWEST OF
 AW1620'A POWER POLE, 18 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AW1620'AND 0.5 FOOT SOUTH OF THE NORTHEAST END OF HEADWALL.
 AW1620
 AW1620                          STATION RECOVERY (1983)
 AW1620
 AW1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1620'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1620'WHITNEY BUILDING.
 AW1620
 AW1620                          STATION RECOVERY (1986)
 AW1620
 AW1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1620'NOT RECOVERED, NEW STATE HIGHWAY 146 HAS BEEN CONSTRUCTED AND A NEW
 AW1620'PIPE CULVERT WAS FOUND AT THE DESCRIBED LOCATION OF THE MARK. CONSIDER
 AW1620'DESTROYED.
 AW1620
 AW1620                          STATION RECOVERY (1999)
 AW1620
 AW1620'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1620'MARK NOT FOUND.
 AW1620
 AW1620                          STATION RECOVERY (2004)
 AW1620
 AW1620'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1620'MARK NOT FOUND.
 AW1620
 AW1620                          STATION RECOVERY (2005)
 AW1620
 AW1620'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1461 ***********************************************************************
 AW1461  DESIGNATION -  B 1242
 AW1461  PID         -  AW1461
 AW1461  STATE/COUNTY-  TX/CHAMBERS
 AW1461  USGS QUAD   -  OAK ISLAND (1994)
 AW1461
 AW1461                         *CURRENT SURVEY CONTROL
 AW1461  ___________________________________________________________________
 AW1461* NAD 83(1986)-  29 44 55.     (N)    094 41 07.     (W)     SCALED    
 AW1461* NAVD 88     -         5.32   (+/-2cm)      17.5    (feet)  VERTCON   
 AW1461  ___________________________________________________________________
 AW1461  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW1461
 AW1461  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1461
 AW1461.The horizontal coordinates were scaled from a topographic map and have
 AW1461.an estimated accuracy of +/- 6 seconds.
 AW1461
 AW1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1461.The vertical order pertains to the NGVD 29 superseded value.
 AW1461
 AW1461.The geoid height was determined by GEOID03.
 AW1461
 AW1461;                    North         East    Units  Estimated Accuracy
 AW1461;SPC TXSC     - 4,219,960.    1,017,220.      MT  (+/- 180 meters Scaled)
 AW1461
 AW1461                          SUPERSEDED SURVEY CONTROL
 AW1461
 AW1461  NGVD 29 (??/??/92)    5.324  (m)           17.47   (f) ADJ UNCH    1 2
 AW1461
 AW1461.Superseded values are not recommended for survey control.
 AW1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1461.See file dsdata.txt to determine how the superseded data were derived.
 AW1461
 AW1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN370921(NAD 83)
 AW1461_MARKER: DB = BENCH MARK DISK
 AW1461_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1461_SP_SET: GALVANIZED STEEL ROD
 AW1461_STAMPING: B 1242 1978
 AW1461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1461
 AW1461  HISTORY     - Date     Condition        Report By
 AW1461  HISTORY     - 1978     MONUMENTED       NGS
 AW1461  HISTORY     - 19890407 MARK NOT FOUND   USPSQD
 AW1461  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1461  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 AW1461  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1461  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW1461
 AW1461                          STATION DESCRIPTION
 AW1461
 AW1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1461'1.4 MI SOUTH FROM ANAHUAC.
 AW1461'ABOUT 1.4 MILES SOUTH ALONG MAIN STREET AND FARM ROAD FROM 564
 AW1461'FROM THE POST OFFICE AT ANAHUAC, 45 FEET WEST OF CENTERLINE OF ROAD,
 AW1461'15 FEET SOUTH OF A FIELD ROAD LEADING WEST, 3 FEET EAST OF A FENCE,
 AW1461'AND 1.5 FEET NORTH OF A TELEPHONE POLE.
 AW1461
 AW1461                          STATION RECOVERY (1989)
 AW1461
 AW1461'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 AW1461'MARK NOT FOUND.
 AW1461
 AW1461                          STATION RECOVERY (1990)
 AW1461
 AW1461'RECOVERY NOTE BY US POWER SQUADRON 1990 (GB)
 AW1461'MARK NOT FOUND.
 AW1461
 AW1461                          STATION RECOVERY (1996)
 AW1461
 AW1461'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1461'MARK NOT FOUND.
 AW1461
 AW1461                          STATION RECOVERY (2001)
 AW1461
 AW1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1461'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1461
 AW1461                          STATION RECOVERY (2005)
 AW1461
 AW1461'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1452 ***********************************************************************
 AW1452  DESIGNATION -  B 1243
 AW1452  PID         -  AW1452
 AW1452  STATE/COUNTY-  TX/CHAMBERS
 AW1452  USGS QUAD   -  OAK ISLAND (1994)
 AW1452
 AW1452                         *CURRENT SURVEY CONTROL
 AW1452  ___________________________________________________________________
 AW1452* NAD 83(1986)-  29 40 46.     (N)    094 40 31.     (W)     SCALED    
 AW1452* NAVD 88     -         2.37   (+/-2cm)       7.8    (feet)  VERTCON   
 AW1452  ___________________________________________________________________
 AW1452  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1452
 AW1452  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1452
 AW1452.The horizontal coordinates were scaled from a topographic map and have
 AW1452.an estimated accuracy of +/- 6 seconds.
 AW1452
 AW1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1452.The vertical order pertains to the NGVD 29 superseded value.
 AW1452
 AW1452.The geoid height was determined by GEOID03.
 AW1452
 AW1452;                    North         East    Units  Estimated Accuracy
 AW1452;SPC TXSC     - 4,212,340.    1,018,470.      MT  (+/- 180 meters Scaled)
 AW1452
 AW1452                          SUPERSEDED SURVEY CONTROL
 AW1452
 AW1452  NGVD 29 (??/??/92)    2.366  (m)            7.76   (f) ADJ UNCH    1 2
 AW1452
 AW1452.Superseded values are not recommended for survey control.
 AW1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1452.See file dsdata.txt to determine how the superseded data were derived.
 AW1452
 AW1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN378844(NAD 83)
 AW1452_MARKER: DB = BENCH MARK DISK
 AW1452_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1452_SP_SET: GALVANIZED STEEL ROD
 AW1452_STAMPING: B 1243 1978
 AW1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1452+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 AW1452
 AW1452  HISTORY     - Date     Condition        Report By
 AW1452  HISTORY     - 1978     MONUMENTED       NGS
 AW1452  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 AW1452  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1452  HISTORY     - 20040310 GOOD             USPSQD
 AW1452  HISTORY     - 20050315 GOOD             USPSQD
 AW1452
 AW1452                          STATION DESCRIPTION
 AW1452
 AW1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1452'6.6 MI SOUTH FROM ANAHUAC.
 AW1452'ABOUT 6.6 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH
 AW1452'STATE HIGHWAY 61 AT ANAHUAC, 48 FEET WEST OF THE CENTERLINE OF
 AW1452'HIGHWAY, 19 FEET SOUTH OF CENTERLINE OF FIELD ROAD WITH WIRE
 AW1452'GATE, 2 FEET NORTH-NORTHEAST OF TELEPHONE POLE, AND 1.5 FEET
 AW1452'EAST OF A FENCE.
 AW1452
 AW1452                          STATION RECOVERY (1996)
 AW1452
 AW1452'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1452'MARK NOT FOUND.
 AW1452
 AW1452                          STATION RECOVERY (2001)
 AW1452
 AW1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1452'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1452
 AW1452                          STATION RECOVERY (2004)
 AW1452
 AW1452'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1452'GO TO 29 40 45.3 W094 40 30.1 THEN GO TO THE SIDE OF THE ROAD.  COULD
 AW1452'NOT GET A GOOD GPS LOCK AT THE MARK.  TREES OVER HEAD.
 AW1452
 AW1452                          STATION RECOVERY (2005)
 AW1452
 AW1452'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1281 ***********************************************************************
 AW1281  DESIGNATION -  B 1244
 AW1281  PID         -  AW1281
 AW1281  STATE/COUNTY-  TX/HARRIS
 AW1281  USGS QUAD   -  LA PORTE (1982)
 AW1281
 AW1281                         *CURRENT SURVEY CONTROL
 AW1281  ___________________________________________________________________
 AW1281* NAD 83(1986)-  29 39 55.     (N)    095 02 00.     (W)     SCALED    
 AW1281* NAVD 88     -         5.376  (meters)      17.64   (feet)  ADJUSTED  
 AW1281  ___________________________________________________________________
 AW1281  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1281  DYNAMIC HT  -           5.368 (meters)      17.61  (feet)  COMP
 AW1281  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 AW1281
 AW1281  VERT ORDER  -  FIRST     CLASS II
 AW1281
 AW1281.The horizontal coordinates were scaled from a topographic map and have
 AW1281.an estimated accuracy of +/- 6 seconds.
 AW1281
 AW1281.The orthometric height was determined by differential leveling
 AW1281.and adjusted by the National Geodetic Survey in June 1991..
 AW1281
 AW1281.The geoid height was determined by GEOID03.
 AW1281
 AW1281.The dynamic height is computed by dividing the NAVD 88
 AW1281.geopotential number by the normal gravity value computed on the
 AW1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1281.degrees latitude (g = 980.6199 gals.).
 AW1281
 AW1281.The modeled gravity was interpolated from observed gravity values.
 AW1281
 AW1281;                    North         East    Units  Estimated Accuracy
 AW1281;SPC TXSC     - 4,209,540.      983,890.      MT  (+/- 180 meters Scaled)
 AW1281
 AW1281                          SUPERSEDED SURVEY CONTROL
 AW1281
 AW1281  NGVD 29 (12/23/87)    5.373  (m)           17.63   (f) ADJUSTED    1 2
 AW1281
 AW1281.Superseded values are not recommended for survey control.
 AW1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1281.See file dsdata.txt to determine how the superseded data were derived.
 AW1281
 AW1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN032834(NAD 83)
 AW1281_MARKER: DB = BENCH MARK DISK
 AW1281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1281_SP_SET: WALKWAY OVER ABUTMENT
 AW1281_STAMPING: B 1244 1978
 AW1281_MARK LOGO: NGS   
 AW1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1281+STABILITY: SURFACE MOTION
 AW1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1281+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW1281
 AW1281  HISTORY     - Date     Condition        Report By
 AW1281  HISTORY     - 1978     MONUMENTED       NGS
 AW1281  HISTORY     - 1986     GOOD             NGS
 AW1281  HISTORY     - 1987     GOOD             USPSQD
 AW1281  HISTORY     - 1987     GOOD             USPSQD
 AW1281  HISTORY     - 1988     GOOD             USPSQD
 AW1281  HISTORY     - 1988     GOOD             USPSQD
 AW1281  HISTORY     - 1988     GOOD             USPSQD
 AW1281  HISTORY     - 1988     GOOD             USPSQD
 AW1281  HISTORY     - 1988     GOOD             USPSQD
 AW1281  HISTORY     - 1988     GOOD             USPSQD
 AW1281  HISTORY     - 1989     GOOD             USPSQD
 AW1281  HISTORY     - 1989     GOOD             USPSQD
 AW1281  HISTORY     - 1989     GOOD             USPSQD
 AW1281  HISTORY     - 1989     GOOD             USPSQD
 AW1281  HISTORY     - 1989     GOOD             USPSQD
 AW1281  HISTORY     - 19910202 GOOD             USPSQD
 AW1281  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AW1281  HISTORY     - 20020311 MARK NOT FOUND   USPSQD
 AW1281  HISTORY     - 20031126 GOOD             USPSQD
 AW1281  HISTORY     - 20050117 GOOD             USPSQD
 AW1281
 AW1281                          STATION DESCRIPTION
 AW1281
 AW1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1281'1.4 MI NW FROM LA PORTE.
 AW1281'ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW1281'SCHOOL IN LA PORTE, AND THENCE 0.3 MILE WEST ALONG SPENCER HIGHWAY.
 AW1281'SET IN THE SOUTHWEST BRIDGE ABUTMENT OF THE BRIDGE OVER LITTLE CEDAR
 AW1281'BAYOU, 75 FEET NORTH-NORTHEAST OF POWER POLE NUMBER 1415, 30 FEET
 AW1281'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTH OF THE GUARD
 AW1281'RAIL, AND 1 FOOT EAST OF THE WEST END OF THE BRIDGE.
 AW1281
 AW1281                          STATION RECOVERY (1986)
 AW1281
 AW1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1987)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1987)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1988)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1988)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1988)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1988)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1988)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1988)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1989)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1989)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1989)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1989)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1989)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (1991)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (2002)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1281'MARK NOT FOUND.
 AW1281
 AW1281                          STATION RECOVERY (2002)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1281'MARK NOT FOUND.
 AW1281
 AW1281                          STATION RECOVERY (2003)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1281'RECOVERED IN GOOD CONDITION.
 AW1281
 AW1281                          STATION RECOVERY (2005)
 AW1281
 AW1281'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1070 ***********************************************************************
 AW1070  DESIGNATION -  B 1245
 AW1070  PID         -  AW1070
 AW1070  STATE/COUNTY-  TX/GALVESTON
 AW1070  USGS QUAD   -  DICKINSON (1997)
 AW1070
 AW1070                         *CURRENT SURVEY CONTROL
 AW1070  ___________________________________________________________________
 AW1070* NAD 83(1986)-  29 27 40.     (N)    095 03 05.     (W)     SCALED    
 AW1070* NAVD 88     -         3.987  (meters)      13.08   (feet)  ADJUSTED  
 AW1070  ___________________________________________________________________
 AW1070  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1070  DYNAMIC HT  -           3.981 (meters)      13.06  (feet)  COMP
 AW1070  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 AW1070
 AW1070  VERT ORDER  -  FIRST     CLASS II
 AW1070
 AW1070.The horizontal coordinates were scaled from a topographic map and have
 AW1070.an estimated accuracy of +/- 6 seconds.
 AW1070
 AW1070.The orthometric height was determined by differential leveling
 AW1070.and adjusted by the National Geodetic Survey in June 1991..
 AW1070
 AW1070.The geoid height was determined by GEOID03.
 AW1070
 AW1070.The dynamic height is computed by dividing the NAVD 88
 AW1070.geopotential number by the normal gravity value computed on the
 AW1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1070.degrees latitude (g = 980.6199 gals.).
 AW1070
 AW1070.The modeled gravity was interpolated from observed gravity values.
 AW1070
 AW1070;                    North         East    Units  Estimated Accuracy
 AW1070;SPC TXSC     - 4,186,870.      982,900.      MT  (+/- 180 meters Scaled)
 AW1070
 AW1070                          SUPERSEDED SURVEY CONTROL
 AW1070
 AW1070  NGVD 29 (12/23/87)    3.983  (m)           13.07   (f) ADJUSTED    1 2
 AW1070
 AW1070.Superseded values are not recommended for survey control.
 AW1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1070.See file dsdata.txt to determine how the superseded data were derived.
 AW1070
 AW1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN010608(NAD 83)
 AW1070_MARKER: DB = BENCH MARK DISK
 AW1070_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1070_SP_SET: STAINLESS STEEL ROD
 AW1070_STAMPING: B 1245 1978
 AW1070_MARK LOGO: NGS   
 AW1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1070
 AW1070  HISTORY     - Date     Condition        Report By
 AW1070  HISTORY     - 1978     MONUMENTED       NGS
 AW1070  HISTORY     - 1983     GOOD             NGS
 AW1070  HISTORY     - 1987     GOOD             NGS
 AW1070  HISTORY     - 1989     GOOD             USPSQD
 AW1070  HISTORY     - 1989     GOOD             USPSQD
 AW1070  HISTORY     - 1989     GOOD             USPSQD
 AW1070  HISTORY     - 1989     GOOD             USPSQD
 AW1070  HISTORY     - 1989     GOOD             USPSQD
 AW1070  HISTORY     - 1989     GOOD             USPSQD
 AW1070  HISTORY     - 1989     GOOD             USPSQD
 AW1070  HISTORY     - 1989     GOOD             USPSQD
 AW1070  HISTORY     - 1989     GOOD             USPSQD
 AW1070  HISTORY     - 1990     GOOD             USPSQD
 AW1070  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1070  HISTORY     - 19961203 MARK NOT FOUND   NGS
 AW1070  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 AW1070  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW1070  HISTORY     - 20050629 MARK NOT FOUND   USPSQD
 AW1070
 AW1070                          STATION DESCRIPTION
 AW1070
 AW1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1070'IN DICKINSON.
 AW1070'AT THE JUNCTION OF STATE HIGHWAY 3 AND FARM ROAD 517 IN DICKINSON.
 AW1070'SET IN THE NORTHEAST CORNER OF THE JUNCTION 33 FEET EAST OF NORTHEAST
 AW1070'CURB OF THE HIGHWAY, 20 FEET EAST OF A STEEL LIGHT AND SIGNAL LIGHT
 AW1070'POLE, 9 FEET NORTH OF NORTH CURB OF THE ROAD, 9 FEET WEST OF A FIRE
 AW1070'HYDRANT, 2 FEET SOUTH OF A CHAIN LINK FENCE AROUND QUEEN OF ANGELS
 AW1070'CATHOLIC CHAPEL, AND 1 FOOT EAST OF A POWER POLE.
 AW1070
 AW1070                          STATION RECOVERY (1983)
 AW1070
 AW1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1070'RECOVERED IN GOOD CONDITION.  NOTE, 0.3 METER (1.0 FT) WEST OF A
 AW1070'POWERLINE POLE.
 AW1070
 AW1070                          STATION RECOVERY (1987)
 AW1070
 AW1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1070'RECOVERED IN GOOD CONDITION.
 AW1070
 AW1070                          STATION RECOVERY (1989)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1070'RECOVERED IN GOOD CONDITION.
 AW1070
 AW1070                          STATION RECOVERY (1989)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1070'RECOVERED IN GOOD CONDITION.
 AW1070
 AW1070                          STATION RECOVERY (1989)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1070'RECOVERED IN GOOD CONDITION.
 AW1070
 AW1070                          STATION RECOVERY (1989)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1070'RECOVERED IN GOOD CONDITION.
 AW1070
 AW1070                          STATION RECOVERY (1989)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1070'RECOVERED IN GOOD CONDITION.
 AW1070
 AW1070                          STATION RECOVERY (1989)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1070'RECOVERED IN GOOD CONDITION.
 AW1070
 AW1070                          STATION RECOVERY (1989)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1070'RECOVERED IN GOOD CONDITION.
 AW1070
 AW1070                          STATION RECOVERY (1989)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1070'RECOVERED IN GOOD CONDITION.
 AW1070
 AW1070                          STATION RECOVERY (1989)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1070'RECOVERED IN GOOD CONDITION.
 AW1070
 AW1070                          STATION RECOVERY (1990)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1070'RECOVERED IN GOOD CONDITION.
 AW1070
 AW1070                          STATION RECOVERY (1994)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1070'MARK NOT FOUND.
 AW1070
 AW1070                          STATION RECOVERY (1996)
 AW1070
 AW1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1070'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AW1070
 AW1070                          STATION RECOVERY (2003)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1070'MARK NOT FOUND.
 AW1070
 AW1070                          STATION RECOVERY (2004)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1070'MARK NOT FOUND.
 AW1070
 AW1070                          STATION RECOVERY (2005)
 AW1070
 AW1070'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1070'MOST LIKELY DISTROYED AS THE CHAINLINK FENCE IS NOW A CONCRETE WALL
 AW1070'THAT IS 6 INCHES THICK AND 9 FEET HIGH.  IT HAS A 3 FOOT CONCRETE BASE
 AW1070'TO SUPPORT IT.  IT IS ALL CONCRETE WHERE THE MARK WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0140 ***********************************************************************
 AW0140  DESIGNATION -  B 1246
 AW0140  PID         -  AW0140
 AW0140  STATE/COUNTY-  TX/BRAZORIA
 AW0140  USGS QUAD   -  ALGOA (1974)
 AW0140
 AW0140                         *CURRENT SURVEY CONTROL
 AW0140  ___________________________________________________________________
 AW0140* NAD 83(1986)-  29 24 56.     (N)    095 12 55.     (W)     SCALED    
 AW0140* NAVD 88     -        10.669  (meters)      35.00   (feet)  ADJUSTED  
 AW0140  ___________________________________________________________________
 AW0140  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW0140  DYNAMIC HT  -          10.654 (meters)      34.95  (feet)  COMP
 AW0140  MODELED GRAV-     979,266.3   (mgal)                       NAVD 88
 AW0140
 AW0140  VERT ORDER  -  FIRST     CLASS II
 AW0140
 AW0140.The horizontal coordinates were scaled from a topographic map and have
 AW0140.an estimated accuracy of +/- 6 seconds.
 AW0140
 AW0140.The orthometric height was determined by differential leveling
 AW0140.and adjusted by the National Geodetic Survey in June 1991..
 AW0140
 AW0140.The geoid height was determined by GEOID03.
 AW0140
 AW0140.The dynamic height is computed by dividing the NAVD 88
 AW0140.geopotential number by the normal gravity value computed on the
 AW0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0140.degrees latitude (g = 980.6199 gals.).
 AW0140
 AW0140.The modeled gravity was interpolated from observed gravity values.
 AW0140
 AW0140;                    North         East    Units  Estimated Accuracy
 AW0140;SPC TXSC     - 4,181,290.      967,180.      MT  (+/- 180 meters Scaled)
 AW0140
 AW0140                          SUPERSEDED SURVEY CONTROL
 AW0140
 AW0140  NGVD 29 (12/23/87)   10.665  (m)           34.99   (f) ADJUSTED    1 2
 AW0140
 AW0140.Superseded values are not recommended for survey control.
 AW0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0140.See file dsdata.txt to determine how the superseded data were derived.
 AW0140
 AW0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN850560(NAD 83)
 AW0140_MARKER: DB = BENCH MARK DISK
 AW0140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0140_SP_SET: STAINLESS STEEL ROD
 AW0140_STAMPING: B 1246 1978
 AW0140_MARK LOGO: NGS   
 AW0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0140
 AW0140  HISTORY     - Date     Condition        Report By
 AW0140  HISTORY     - 1978     MONUMENTED       NGS
 AW0140  HISTORY     - 1986     GOOD             NGS
 AW0140  HISTORY     - 20020109 MARK NOT FOUND   USPSQD
 AW0140  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 AW0140
 AW0140                          STATION DESCRIPTION
 AW0140
 AW0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0140'1.7 MI WEST FROM ALVIN.
 AW0140'ABOUT 1.7 MILES EAST ALONG ATCHISON, TOPEKA AND SANTA FE RAILROAD
 AW0140'FROM THE STATION AT ALVIN.  0.35 EAST ALONG COUNTY ROAD 153 FROM THE
 AW0140'JUNCTION WITH COUNTY ROAD 148, 30 FEET NORTH OF NORTHWEST RAIL,
 AW0140'51 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTHEAST
 AW0140'OF A TELEPHONE POLE.
 AW0140
 AW0140                          STATION RECOVERY (1986)
 AW0140
 AW0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0140'RECOVERED IN GOOD CONDITION.
 AW0140
 AW0140                          STATION RECOVERY (2002)
 AW0140
 AW0140'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0140'MARK NOT FOUND.
 AW0140
 AW0140                          STATION RECOVERY (2004)
 AW0140
 AW0140'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1807 ***********************************************************************
 BL1807  DESIGNATION -  B 1247
 BL1807  PID         -  BL1807
 BL1807  STATE/COUNTY-  TX/WALKER
 BL1807  USGS QUAD   -  PHELPS (1976)
 BL1807
 BL1807                         *CURRENT SURVEY CONTROL
 BL1807  ___________________________________________________________________
 BL1807* NAD 83(1986)-  30 43 58.     (N)    095 24 10.     (W)     SCALED    
 BL1807* NAVD 88     -       121.931  (meters)     400.04   (feet)  ADJUSTED  
 BL1807  ___________________________________________________________________
 BL1807  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL1807  DYNAMIC HT  -         121.772 (meters)     399.51  (feet)  COMP
 BL1807  MODELED GRAV-     979,337.6   (mgal)                       NAVD 88
 BL1807  OBS GRAVITY -     979,337.5   (mgal)                       GRAV_OBS
 BL1807
 BL1807  VERT ORDER  -  FIRST     CLASS I
 BL1807
 BL1807.The horizontal coordinates were scaled from a topographic map and have
 BL1807.an estimated accuracy of +/- 6 seconds.
 BL1807
 BL1807.The orthometric height was determined by differential leveling
 BL1807.and adjusted by the National Geodetic Survey in June 1991..
 BL1807
 BL1807.The geoid height was determined by GEOID03.
 BL1807
 BL1807.The dynamic height is computed by dividing the NAVD 88
 BL1807.geopotential number by the normal gravity value computed on the
 BL1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1807.degrees latitude (g = 980.6199 gals.).
 BL1807
 BL1807.The modeled gravity was interpolated from observed gravity values.
 BL1807.The observed gravity was obtained from relative gravimeter ties
 BL1807.to the IGSN71 gravity network.
 BL1807
 BL1807;                    North         East    Units  Estimated Accuracy
 BL1807;SPC TX C     - 3,128,650.    1,171,990.      MT  (+/- 180 meters Scaled)
 BL1807
 BL1807                          SUPERSEDED SURVEY CONTROL
 BL1807
 BL1807  NGVD 29 (12/23/87)  121.939  (m)          400.06   (f) ADJUSTED    1 1
 BL1807
 BL1807.Superseded values are not recommended for survey control.
 BL1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1807.See file dsdata.txt to determine how the superseded data were derived.
 BL1807
 BL1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ699024(NAD 83)
 BL1807_MARKER: DB = BENCH MARK DISK
 BL1807_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1807_SP_SET: COPPER-CLAD STEEL ROD
 BL1807_STAMPING: B 1247 1978
 BL1807_MARK LOGO: NGS   
 BL1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1807
 BL1807  HISTORY     - Date     Condition        Report By
 BL1807  HISTORY     - 1978     MONUMENTED       NGS
 BL1807  HISTORY     - 1987     GOOD             USPSQD
 BL1807  HISTORY     - 1987     GOOD             NGS
 BL1807
 BL1807                          STATION DESCRIPTION
 BL1807
 BL1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1807'3.6 MI NE FROM PHELPS.
 BL1807'3.6 MILES NORTHEAST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1807'CROSSING OF SPUR 2296, 0.75 MILE SOUTH OF DODGE AND BENCH MARK Q 87,
 BL1807'0.95 MILE NORTHEAST OF BENCH MARK R 87, 0.45 MILE NORTH OF THE JUNCTIO
 BL1807'OF HIGHWAY 190, 0.1 MILE SOUTH OF DIRT CROSSING AND DRIVEWAY AT
 BL1807'THE NORTH END OF METAL GATE TO A PHONE COMPANY BUILDING, 148 FEET
 BL1807'EAST OF EAST RAIL, 48 FEET EAST OF CENTERLINE 405, 45 FEET WEST OF
 BL1807'THE WEST CORNER BUILDING, 24 FEET NORTH OF METAL GATE, AND 0.6 FOOT
 BL1807'WEST OF FENCE AND BETWEEN PINE TREES USED AS A POST.  DISK IS LEVEL
 BL1807'WITH THE GROUND WHICH ACCESS IS HAD THROUGH A 4 INCH PLASTIC
 BL1807'SCREW PLUG.
 BL1807
 BL1807                          STATION RECOVERY (1987)
 BL1807
 BL1807'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL1807'RECOVERED IN GOOD CONDITION.
 BL1807
 BL1807                          STATION RECOVERY (1987)
 BL1807
 BL1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0762 ***********************************************************************
 AW0762  DESIGNATION -  B 1248
 AW0762  PID         -  AW0762
 AW0762  STATE/COUNTY-  TX/HARRIS
 AW0762  USGS QUAD   -  MONT BELVIEU (1994)
 AW0762
 AW0762                         *CURRENT SURVEY CONTROL
 AW0762  ___________________________________________________________________
 AW0762* NAD 83(1986)-  29 45 29.     (N)    094 56 17.     (W)     SCALED    
 AW0762* NAVD 88     -         7.516  (meters)      24.66   (feet)  ADJUSTED  
 AW0762  ___________________________________________________________________
 AW0762  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW0762  DYNAMIC HT  -           7.506 (meters)      24.63  (feet)  COMP
 AW0762  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 AW0762
 AW0762  VERT ORDER  -  FIRST     CLASS II
 AW0762
 AW0762.The horizontal coordinates were scaled from a topographic map and have
 AW0762.an estimated accuracy of +/- 6 seconds.
 AW0762
 AW0762.The orthometric height was determined by differential leveling
 AW0762.and adjusted by the National Geodetic Survey in June 1991..
 AW0762
 AW0762.The geoid height was determined by GEOID03.
 AW0762
 AW0762.The dynamic height is computed by dividing the NAVD 88
 AW0762.geopotential number by the normal gravity value computed on the
 AW0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0762.degrees latitude (g = 980.6199 gals.).
 AW0762
 AW0762.The modeled gravity was interpolated from observed gravity values.
 AW0762
 AW0762;                    North         East    Units  Estimated Accuracy
 AW0762;SPC TXSC     - 4,220,130.      992,750.      MT  (+/- 180 meters Scaled)
 AW0762
 AW0762                          SUPERSEDED SURVEY CONTROL
 AW0762
 AW0762  NGVD 29 (12/23/87)    7.514  (m)           24.65   (f) ADJUSTED    1 2
 AW0762
 AW0762.Superseded values are not recommended for survey control.
 AW0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0762.See file dsdata.txt to determine how the superseded data were derived.
 AW0762
 AW0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN126935(NAD 83)
 AW0762_MARKER: DB = BENCH MARK DISK
 AW0762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0762_SP_SET: STAINLESS STEEL ROD
 AW0762_STAMPING: B 1248 1978
 AW0762_MARK LOGO: NGS   
 AW0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0762
 AW0762  HISTORY     - Date     Condition        Report By
 AW0762  HISTORY     - 1978     MONUMENTED       NGS
 AW0762  HISTORY     - 1987     GOOD             NGS
 AW0762  HISTORY     - 1989     GOOD             USPSQD
 AW0762  HISTORY     - 1989     GOOD             USPSQD
 AW0762  HISTORY     - 19940625 GOOD             USPSQD
 AW0762  HISTORY     - 20040225 POOR             USPSQD
 AW0762  HISTORY     - 20050228 POOR             USPSQD
 AW0762
 AW0762                          STATION DESCRIPTION
 AW0762
 AW0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0762'IN CEDAR BAYOU.
 AW0762'AT THE NORTHWEST CORNER OF THE INTERSECTION OF HIGHWAY 146 AND
 AW0762'CROSBY-CEDAR BAYOU ROAD, AT THE ASSEMBLY OF GOD CHURCH, 0.2 MILE
 AW0762'EAST OF TRIANGULATION STATION CHURCH, 82 FEET NORTH OF
 AW0762'THE CENTERLINE OF HIGHWAY, 27 FEET WEST OF CENTERLINE OF
 AW0762'CROSBY-CEDAR BAYOU ROAD, 45 FEET NORTHEAST OF SOUTHEAST CORNER
 AW0762'OF CHURCH, 48 FEET NORTH OF TWO LARGE PALM TREES, AND 1 FOOT
 AW0762'NORTH OF POWERLINE POLE NUMBER 4848.  DISK IS LEVEL WITH GROUND AND
 AW0762'ACCESS IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW0762
 AW0762                          STATION RECOVERY (1987)
 AW0762
 AW0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0762'RECOVERED IN GOOD CONDITION.
 AW0762
 AW0762                          STATION RECOVERY (1989)
 AW0762
 AW0762'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0762'RECOVERED IN GOOD CONDITION.
 AW0762
 AW0762                          STATION RECOVERY (1989)
 AW0762
 AW0762'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW0762'RECOVERED IN GOOD CONDITION.
 AW0762
 AW0762                          STATION RECOVERY (1994)
 AW0762
 AW0762'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0762'RECOVERED IN GOOD CONDITION.
 AW0762
 AW0762                          STATION RECOVERY (2004)
 AW0762
 AW0762'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW0762'MARK IS ON A SLANT. MARK WAS PROBABLY DISTURBED WHEN AREA CONCRETE
 AW0762'PARKING WAS INSTALLED.
 AW0762
 AW0762                          STATION RECOVERY (2005)
 AW0762
 AW0762'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AW0762'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1819 ***********************************************************************
 BL1819  DESIGNATION -  B 1249
 BL1819  PID         -  BL1819
 BL1819  STATE/COUNTY-  TX/LIBERTY
 BL1819  USGS QUAD   -  HUFFMAN (1980)
 BL1819
 BL1819                         *CURRENT SURVEY CONTROL
 BL1819  ___________________________________________________________________
 BL1819* NAD 83(1986)-  30 02 11.     (N)    095 03 16.     (W)     SCALED    
 BL1819* NAVD 88     -        21.75   (+/-2cm)      71.4    (feet)  VERTCON   
 BL1819  ___________________________________________________________________
 BL1819  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1819
 BL1819  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1819
 BL1819.The horizontal coordinates were scaled from a topographic map and have
 BL1819.an estimated accuracy of +/- 6 seconds.
 BL1819
 BL1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1819.The vertical order pertains to the NGVD 29 superseded value.
 BL1819
 BL1819.The geoid height was determined by GEOID03.
 BL1819
 BL1819;                    North         East    Units  Estimated Accuracy
 BL1819;SPC TX C     - 3,053,070.    1,208,980.      MT  (+/- 180 meters Scaled)
 BL1819
 BL1819                          SUPERSEDED SURVEY CONTROL
 BL1819
 BL1819  NGVD 29 (??/??/92)   21.748  (m)           71.35   (f) ADJ UNCH    1 2
 BL1819
 BL1819.Superseded values are not recommended for survey control.
 BL1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1819.See file dsdata.txt to determine how the superseded data were derived.
 BL1819
 BL1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP019245(NAD 83)
 BL1819_MARKER: DB = BENCH MARK DISK
 BL1819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1819_SP_SET: BRIDGE
 BL1819_STAMPING: B 1249 1978
 BL1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1819+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL1819
 BL1819  HISTORY     - Date     Condition        Report By
 BL1819  HISTORY     - 1978     MONUMENTED       NGS
 BL1819  HISTORY     - 20040316 GOOD             USPSQD
 BL1819
 BL1819                          STATION DESCRIPTION
 BL1819
 BL1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1819'2.3 MI EAST FROM HUFFMAN.
 BL1819'2.3 MILES SOUTHEAST ALONG FARM ROAD 1960 FROM ITS INTERSECTION WITH
 BL1819'FARM ROAD 2100 IN HUFFMAN AND SET IN TOP OF THE WEST CORNER OF A
 BL1819'BRIDGE OVER CEDAR BAYOU, 0.05 MILE NORTH OF A WOODEN TRESLE
 BL1819'BRIDGE FOR THE MISSOURI PACIFIC RAILROAD.  18 FEET NORTHWEST OF
 BL1819'THE CENTERLINE OF FARM ROAD 1960, 14 FEET NORTHEAST OF THE SOUTHWEST
 BL1819'END OF THE NORTHWEST GUARD RAIL, 6 FEET NORTHEAST OF THE SOUTHWEST
 BL1819'END OF THE BRIDGE AND 1 FOOT NORTHWEST OF THE NORTHWEST GUARD RAIL.
 BL1819
 BL1819                          STATION RECOVERY (2004)
 BL1819
 BL1819'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1683 ***********************************************************************
 AN1683  DESIGNATION -  B 125
 AN1683  PID         -  AN1683
 AN1683  STATE/COUNTY-  TX/KARNES
 AN1683  USGS QUAD   -  KENEDY (1987)
 AN1683
 AN1683                         *CURRENT SURVEY CONTROL
 AN1683  ___________________________________________________________________
 AN1683* NAD 83(1986)-  28 51 46.     (N)    097 45 12.     (W)     SCALED    
 AN1683* NAVD 88     -        67.24   (+/-2cm)     220.6    (feet)  VERTCON   
 AN1683  ___________________________________________________________________
 AN1683  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AN1683
 AN1683  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1683
 AN1683.The horizontal coordinates were scaled from a topographic map and have
 AN1683.an estimated accuracy of +/- 6 seconds.
 AN1683
 AN1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1683.The vertical order pertains to the NGVD 29 superseded value.
 AN1683
 AN1683.The geoid height was determined by GEOID03.
 AN1683
 AN1683;                    North         East    Units  Estimated Accuracy
 AN1683;SPC TXSC     - 4,114,740.      721,620.      MT  (+/- 180 meters Scaled)
 AN1683
 AN1683                          SUPERSEDED SURVEY CONTROL
 AN1683
 AN1683  NGVD 29 (??/??/92)   67.227  (m)          220.56   (f) ADJ UNCH    2 0
 AN1683
 AN1683.Superseded values are not recommended for survey control.
 AN1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1683.See file dsdata.txt to determine how the superseded data were derived.
 AN1683
 AN1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS215934(NAD 83)
 AN1683_MARKER: DB = BENCH MARK DISK
 AN1683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1683_SP_SET: PIER
 AN1683_STAMPING: B 125 1933
 AN1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1683
 AN1683  HISTORY     - Date     Condition        Report By
 AN1683  HISTORY     - 1933     MONUMENTED       CGS
 AN1683
 AN1683                          STATION DESCRIPTION
 AN1683
 AN1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1683'2.9 MI SW FROM RUNGE.
 AN1683'2.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1683'STATION AT RUNGE, KARNES COUNTY, AT THE LARGE STEEL BRIDGE OVER SAN
 AN1683'ANTONIO RIVER, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 AN1683'CONCRETE PIER, 6.1 FEET SOUTHEAST OF THE NORTHWEST END OF THE PIER,
 AN1683'1.8 FEET NORTHEAST OF THE SOUTHWEST EDGE, 5.5 FEET NORTHWEST OF THE
 AN1683'CENTER LINE OF THE TRACK, AND ABOUT 7 FEET LOWER THAN THE TRACK.  A
 AN1683'STANDARD DISK, STAMPED B 125 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0284 ***********************************************************************
 AW0284  DESIGNATION -  B 1251
 AW0284  PID         -  AW0284
 AW0284  STATE/COUNTY-  TX/HARRIS
 AW0284  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0284
 AW0284                         *CURRENT SURVEY CONTROL
 AW0284  ___________________________________________________________________
 AW0284* NAD 83(1986)-  29 47 05.     (N)    095 34 58.     (W)     SCALED    
 AW0284* NAVD 88     -        27.037  (meters)      88.70   (feet)  ADJUSTED  
 AW0284  ___________________________________________________________________
 AW0284  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW0284  DYNAMIC HT  -          27.000 (meters)      88.58  (feet)  COMP
 AW0284  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 AW0284
 AW0284  VERT ORDER  -  FIRST     CLASS II
 AW0284
 AW0284.The horizontal coordinates were scaled from a topographic map and have
 AW0284.an estimated accuracy of +/- 6 seconds.
 AW0284
 AW0284.The orthometric height was determined by differential leveling
 AW0284.and adjusted by the National Geodetic Survey in June 1991..
 AW0284
 AW0284.The geoid height was determined by GEOID03.
 AW0284
 AW0284.The dynamic height is computed by dividing the NAVD 88
 AW0284.geopotential number by the normal gravity value computed on the
 AW0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0284.degrees latitude (g = 980.6199 gals.).
 AW0284
 AW0284.The modeled gravity was interpolated from observed gravity values.
 AW0284
 AW0284;                    North         East    Units  Estimated Accuracy
 AW0284;SPC TXSC     - 4,221,090.      930,340.      MT  (+/- 180 meters Scaled)
 AW0284
 AW0284                          SUPERSEDED SURVEY CONTROL
 AW0284
 AW0284  NGVD 29 (12/23/87)   27.031  (m)           88.68   (f) ADJUSTED    1 2
 AW0284
 AW0284.Superseded values are not recommended for survey control.
 AW0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0284.See file dsdata.txt to determine how the superseded data were derived.
 AW0284
 AW0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN503977(NAD 83)
 AW0284_MARKER: I = METAL ROD
 AW0284_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0284_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0284_STAMPING: B 1251 1978
 AW0284_MARK LOGO: NGS   
 AW0284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0284+STABILITY: POSITION/ELEVATION WELL
 AW0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0284+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW0284
 AW0284  HISTORY     - Date     Condition        Report By
 AW0284  HISTORY     - 1978     MONUMENTED       NGS
 AW0284  HISTORY     - 1981     GOOD             NGS
 AW0284  HISTORY     - 1983     GOOD             NGS
 AW0284  HISTORY     - 1986     GOOD             NGS
 AW0284  HISTORY     - 1987     GOOD             NGS
 AW0284  HISTORY     - 1987     GOOD             USPSQD
 AW0284  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0284  HISTORY     - 19940828 GOOD             USPSQD
 AW0284  HISTORY     - 20040413 GOOD             USPSQD
 AW0284
 AW0284                          STATION DESCRIPTION
 AW0284
 AW0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0284'3.6 MI EAST FROM ADDICKS.
 AW0284'3.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0284'THE RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, 0.2 MILE WEST
 AW0284'OF FOREST DRIVE, 49.8 FEET SOUTH OF THE SOUTH RAIL, 42 FEET EAST OF
 AW0284'A POLE SUPPORTING A LARGE BILL BOARD-POLE NUMBER 113, 34 FEET NORTH
 AW0284'OF THE CENTERLINE OF THE WEST BOUND ACCESS ROAD.
 AW0284'NOTE=SLEEVE DEPTH IS 43.5 FEET.
 AW0284
 AW0284                          STATION RECOVERY (1981)
 AW0284
 AW0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0284'RECOVERED IN GOOD CONDITION.
 AW0284
 AW0284                          STATION RECOVERY (1983)
 AW0284
 AW0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0284'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 0.2 MILE WEST OF FOREST
 AW0284'DRIVE, ADD 0.3 KM (0.2 MI) WEST OF SHERWOOD STREET.
 AW0284
 AW0284                          STATION RECOVERY (1986)
 AW0284
 AW0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0284'RECOVERED IN GOOD CONDITION.
 AW0284
 AW0284                          STATION RECOVERY (1987)
 AW0284
 AW0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (WVM)
 AW0284'RECOVERED IN GOOD CONDITION.
 AW0284
 AW0284                          STATION RECOVERY (1987)
 AW0284
 AW0284'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0284'RECOVERED IN GOOD CONDITION.
 AW0284
 AW0284                          STATION RECOVERY (1989)
 AW0284
 AW0284'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0284'MARK NOT FOUND.
 AW0284
 AW0284                          STATION RECOVERY (1994)
 AW0284
 AW0284'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0284'RECOVERED IN GOOD CONDITION.
 AW0284
 AW0284                          STATION RECOVERY (2004)
 AW0284
 AW0284'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0276 ***********************************************************************
 AW0276  DESIGNATION -  B 1252
 AW0276  PID         -  AW0276
 AW0276  STATE/COUNTY-  TX/HARRIS
 AW0276  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0276
 AW0276                         *CURRENT SURVEY CONTROL
 AW0276  ___________________________________________________________________
 AW0276* NAD 83(1986)-  29 47 06.     (N)    095 37 05.     (W)     SCALED    
 AW0276* NAVD 88     -        27.005  (meters)      88.60   (feet)  ADJUSTED  
 AW0276  ___________________________________________________________________
 AW0276  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW0276  DYNAMIC HT  -          26.968 (meters)      88.48  (feet)  COMP
 AW0276  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 AW0276
 AW0276  VERT ORDER  -  FIRST     CLASS II
 AW0276
 AW0276.The horizontal coordinates were scaled from a topographic map and have
 AW0276.an estimated accuracy of +/- 6 seconds.
 AW0276
 AW0276.The orthometric height was determined by differential leveling
 AW0276.and adjusted by the National Geodetic Survey in June 1991..
 AW0276
 AW0276.The geoid height was determined by GEOID03.
 AW0276
 AW0276.The dynamic height is computed by dividing the NAVD 88
 AW0276.geopotential number by the normal gravity value computed on the
 AW0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0276.degrees latitude (g = 980.6199 gals.).
 AW0276
 AW0276.The modeled gravity was interpolated from observed gravity values.
 AW0276
 AW0276;                    North         East    Units  Estimated Accuracy
 AW0276;SPC TXSC     - 4,221,030.      926,930.      MT  (+/- 180 meters Scaled)
 AW0276
 AW0276                          SUPERSEDED SURVEY CONTROL
 AW0276
 AW0276  NGVD 29 (12/23/87)   26.998  (m)           88.58   (f) ADJUSTED    1 2
 AW0276
 AW0276.Superseded values are not recommended for survey control.
 AW0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0276.See file dsdata.txt to determine how the superseded data were derived.
 AW0276
 AW0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN469978(NAD 83)
 AW0276_MARKER: DB = BENCH MARK DISK
 AW0276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0276_SP_SET: WINGWALL
 AW0276_STAMPING: B 1252 1978
 AW0276_MARK LOGO: NGS   
 AW0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0276+STABILITY: SURFACE MOTION
 AW0276
 AW0276  HISTORY     - Date     Condition        Report By
 AW0276  HISTORY     - 1978     MONUMENTED       NGS
 AW0276  HISTORY     - 1983     GOOD             NGS
 AW0276  HISTORY     - 1986     GOOD             NGS
 AW0276  HISTORY     - 1987     GOOD             USPSQD
 AW0276  HISTORY     - 19870708 GOOD             NGS
 AW0276  HISTORY     - 1989     GOOD             USPSQD
 AW0276  HISTORY     - 19940821 GOOD             USPSQD
 AW0276
 AW0276                          STATION DESCRIPTION
 AW0276
 AW0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0276'1.5 MI EAST FROM ADDICKS.
 AW0276'1.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0276'THE RAILROAD OVERPASS OVER STATE HIGHWAY 6, SET IN THE TOP NORTHWEST
 AW0276'WINGWALL OF THE RAILROAD BRIDGE OVER ELDRIDGE STREET, 65 FEET SOUTH
 AW0276'OF THE EXTENDED CENTERLINE OF A PAVED ROAD LEADING WEST, 0.6 FOOT
 AW0276'WEST OF THE EAST END OF THE NORTHWEST WINGWALL, AND 4 FEET NORTH
 AW0276'OF THE NORTH RAIL.
 AW0276
 AW0276                          STATION RECOVERY (1983)
 AW0276
 AW0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0276'RECOVERED IN GOOD CONDITION.  NOTE, DELETE ELDRIDGE STREET, ADD
 AW0276'ADDICKS FAIRBANKS ROAD.
 AW0276
 AW0276                          STATION RECOVERY (1986)
 AW0276
 AW0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0276'RECOVERED IN GOOD CONDITION.
 AW0276
 AW0276                          STATION RECOVERY (1987)
 AW0276
 AW0276'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0276'RECOVERED IN GOOD CONDITION.
 AW0276
 AW0276                          STATION RECOVERY (1987)
 AW0276
 AW0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (WVM)
 AW0276'RECOVERED IN GOOD CONDITION.
 AW0276
 AW0276                          STATION RECOVERY (1989)
 AW0276
 AW0276'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0276'RECOVERED IN GOOD CONDITION.
 AW0276
 AW0276                          STATION RECOVERY (1994)
 AW0276
 AW0276'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0314 ***********************************************************************
 AW0314  DESIGNATION -  B 1253
 AW0314  PID         -  AW0314
 AW0314  STATE/COUNTY-  TX/HARRIS
 AW0314  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0314
 AW0314                         *CURRENT SURVEY CONTROL
 AW0314  ___________________________________________________________________
 AW0314* NAD 83(1986)-  29 47 02.     (N)    095 27 04.     (W)     SCALED    
 AW0314* NAVD 88     -        19.700  (meters)      64.63   (feet)  ADJUSTED  
 AW0314  ___________________________________________________________________
 AW0314  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW0314  DYNAMIC HT  -          19.673 (meters)      64.54  (feet)  COMP
 AW0314  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW0314
 AW0314  VERT ORDER  -  FIRST     CLASS II
 AW0314
 AW0314.The horizontal coordinates were scaled from a topographic map and have
 AW0314.an estimated accuracy of +/- 6 seconds.
 AW0314
 AW0314.The orthometric height was determined by differential leveling
 AW0314.and adjusted by the National Geodetic Survey in June 1991..
 AW0314
 AW0314.The geoid height was determined by GEOID03.
 AW0314
 AW0314.The dynamic height is computed by dividing the NAVD 88
 AW0314.geopotential number by the normal gravity value computed on the
 AW0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0314.degrees latitude (g = 980.6199 gals.).
 AW0314
 AW0314.The modeled gravity was interpolated from observed gravity values.
 AW0314
 AW0314;                    North         East    Units  Estimated Accuracy
 AW0314;SPC TXSC     - 4,221,380.      943,070.      MT  (+/- 180 meters Scaled)
 AW0314
 AW0314                          SUPERSEDED SURVEY CONTROL
 AW0314
 AW0314  NGVD 29 (12/23/87)   19.695  (m)           64.62   (f) ADJUSTED    1 2
 AW0314
 AW0314.Superseded values are not recommended for survey control.
 AW0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0314.See file dsdata.txt to determine how the superseded data were derived.
 AW0314
 AW0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN630973(NAD 83)
 AW0314_MARKER: I = METAL ROD
 AW0314_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0314_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0314_STAMPING: B 1253 1978
 AW0314_MARK LOGO: NGS   
 AW0314_PROJECTION: RECESSED 18 CENTIMETERS
 AW0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0314+STABILITY: POSITION/ELEVATION WELL
 AW0314_ROD/PIPE-DEPTH: 9.7  meters
 AW0314_SLEEVE-DEPTH  : 8.2 meters
 AW0314
 AW0314  HISTORY     - Date     Condition        Report By
 AW0314  HISTORY     - 1978     MONUMENTED       NGS
 AW0314  HISTORY     - 1981     GOOD             NGS
 AW0314  HISTORY     - 1983     GOOD             NGS
 AW0314  HISTORY     - 1986     GOOD             NGS
 AW0314  HISTORY     - 1987     GOOD             USPSQD
 AW0314  HISTORY     - 1990     POOR             USPSQD
 AW0314  HISTORY     - 19931023 GOOD             USPSQD
 AW0314
 AW0314                          STATION DESCRIPTION
 AW0314
 AW0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0314'6.0 MI WEST FROM HOUSTON.
 AW0314'ABOUT 6.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0314'THE CONTROL SWITCH BUILDING NUMBER 108, IN HOUSTON.  AT THE FIRST
 AW0314'DRIVE EAST OF THE 610 FREEWAY OVERPASS, 276 FEET EAST OF MILE POST
 AW0314'1078, 72 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 AW0314'KATY ROAD, 23.6 FEET EAST OF THE DRIVE CROSSING THE TRACKS AND LEADING
 AW0314'NORTH, AND 11 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  MARK
 AW0314'IS SET BELOW THE GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH A
 AW0314'METAL ACCESS CAP.  SLEEVE DEPTH IS 27 FEET.
 AW0314
 AW0314                          STATION RECOVERY (1981)
 AW0314
 AW0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0314'RECOVERED IN GOOD CONDITION.
 AW0314
 AW0314                          STATION RECOVERY (1983)
 AW0314
 AW0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0314'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0314'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0314'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0314'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0314'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 9.8 KM (6.1 MI) WEST-NORTHWEST
 AW0314'ALONG THE RAILROAD, AT WEST LOOP NORTH STREET LEADING NORTH ALONG THE
 AW0314'EAST SIDE OF INTERSTATE HIGHWAY 10, 84.1 METERS (276.0 FT) EAST OF
 AW0314'RAILROAD MILEPOST NUMBER 1078, 21.9 METERS (72.0 FT) NORTH OF THE
 AW0314'CENTERLINE OF THE WESTBOUND LANES OF KATY ROAD, 7.1 METERS (23.5 FT)
 AW0314'EAST OF THE CENTERLINE OF WEST LOOP NORTH STREET LEADING NORTH, AND
 AW0314'3.3 METERS (11.0 FT) SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.
 AW0314'THE MARK IS 0.3 M BELOW TRACKS.
 AW0314
 AW0314                          STATION RECOVERY (1986)
 AW0314
 AW0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0314'RECOVERED IN GOOD CONDITION.
 AW0314
 AW0314                          STATION RECOVERY (1987)
 AW0314
 AW0314'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0314'RECOVERED IN GOOD CONDITION.
 AW0314
 AW0314                          STATION RECOVERY (1990)
 AW0314
 AW0314'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW0314'MARK RECOVERED IN POOR CONDITION.
 AW0314
 AW0314                          STATION RECOVERY (1993)
 AW0314
 AW0314'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1835 ***********************************************************************
 AW1835  DESIGNATION -  B 1254
 AW1835  PID         -  AW1835
 AW1835  STATE/COUNTY-  TX/HARRIS
 AW1835  USGS QUAD   -  CYPRESS (1995)
 AW1835
 AW1835                         *CURRENT SURVEY CONTROL
 AW1835  ___________________________________________________________________
 AW1835* NAD 83(1986)-  29 59 26.     (N)    095 44 55.     (W)     SCALED    
 AW1835* NAVD 88     -        47.127  (meters)     154.62   (feet)  ADJUSTED  
 AW1835  ___________________________________________________________________
 AW1835  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1835  DYNAMIC HT  -          47.063 (meters)     154.41  (feet)  COMP
 AW1835  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW1835
 AW1835  VERT ORDER  -  FIRST     CLASS II
 AW1835
 AW1835.The horizontal coordinates were scaled from a topographic map and have
 AW1835.an estimated accuracy of +/- 6 seconds.
 AW1835
 AW1835.The orthometric height was determined by differential leveling
 AW1835.and adjusted by the National Geodetic Survey in June 1991..
 AW1835
 AW1835.The geoid height was determined by GEOID03.
 AW1835
 AW1835.The dynamic height is computed by dividing the NAVD 88
 AW1835.geopotential number by the normal gravity value computed on the
 AW1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1835.degrees latitude (g = 980.6199 gals.).
 AW1835
 AW1835.The modeled gravity was interpolated from observed gravity values.
 AW1835
 AW1835;                    North         East    Units  Estimated Accuracy
 AW1835;SPC TXSC     - 4,243,440.      913,680.      MT  (+/- 180 meters Scaled)
 AW1835
 AW1835                          SUPERSEDED SURVEY CONTROL
 AW1835
 AW1835  NGVD 29 (12/23/87)   47.120  (m)          154.59   (f) ADJUSTED    1 2
 AW1835
 AW1835.Superseded values are not recommended for survey control.
 AW1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1835.See file dsdata.txt to determine how the superseded data were derived.
 AW1835
 AW1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP348209(NAD 83)
 AW1835_MARKER: I = METAL ROD
 AW1835_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1835_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1835_STAMPING: B 1254 1978
 AW1835_MARK LOGO: NGS   
 AW1835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1835+STABILITY: POSITION/ELEVATION WELL
 AW1835
 AW1835  HISTORY     - Date     Condition        Report By
 AW1835  HISTORY     - 1978     MONUMENTED       NGS
 AW1835  HISTORY     - 1981     GOOD             NGS
 AW1835  HISTORY     - 1986     GOOD             NGS
 AW1835  HISTORY     - 1987     GOOD             USPSQD
 AW1835  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1835
 AW1835                          STATION DESCRIPTION
 AW1835
 AW1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1835'3.4 MI NW FROM CYPRESS.
 AW1835'3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1835'CYPRESS SPRING ROAD IN CYPRESS, 51.6 FEET NORTHEAST OF THE NORTHEAST
 AW1835'RAIL, 47 FEET SOUTHEAST OF BENCH MARK L 1009, 44 FEET SOUTHWEST OF
 AW1835'THE CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 290, AND 25
 AW1835'FEET SOUTHEAST OF AN UNDERGROUND CABLE MARKER POST 70.  SLEEVE IS
 AW1835'SET AT A DEPTH OF 30 FEET.
 AW1835
 AW1835                          STATION RECOVERY (1981)
 AW1835
 AW1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1835'RECOVERED IN GOOD CONDITION.
 AW1835
 AW1835                          STATION RECOVERY (1986)
 AW1835
 AW1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1835'RECOVERED IN GOOD CONDITION.
 AW1835
 AW1835                          STATION RECOVERY (1987)
 AW1835
 AW1835'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1835'RECOVERED IN GOOD CONDITION.
 AW1835
 AW1835                          STATION RECOVERY (1990)
 AW1835
 AW1835'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1158 ***********************************************************************
 AW1158  DESIGNATION -  B 1255
 AW1158  PID         -  AW1158
 AW1158  STATE/COUNTY-  TX/BRAZORIA
 AW1158  USGS QUAD   -  DANBURY (1974)
 AW1158
 AW1158                         *CURRENT SURVEY CONTROL
 AW1158  ___________________________________________________________________
 AW1158* NAD 83(1986)-  29 14 17.     (N)    095 20 09.     (W)     SCALED    
 AW1158* NAVD 88     -         5.84   (+/-2cm)      19.2    (feet)  VERTCON   
 AW1158  ___________________________________________________________________
 AW1158  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1158
 AW1158  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1158
 AW1158.The horizontal coordinates were scaled from a topographic map and have
 AW1158.an estimated accuracy of +/- 6 seconds.
 AW1158
 AW1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1158.The vertical order pertains to the NGVD 29 superseded value.
 AW1158
 AW1158.The geoid height was determined by GEOID03.
 AW1158
 AW1158;                    North         East    Units  Estimated Accuracy
 AW1158;SPC TXSC     - 4,161,260.      956,110.      MT  (+/- 180 meters Scaled)
 AW1158
 AW1158                          SUPERSEDED SURVEY CONTROL
 AW1158
 AW1158  NGVD 29 (??/??/92)    5.841  (m)           19.16   (f) ADJ UNCH    1 1
 AW1158
 AW1158.Superseded values are not recommended for survey control.
 AW1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1158.See file dsdata.txt to determine how the superseded data were derived.
 AW1158
 AW1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN729366(NAD 83)
 AW1158_MARKER: DB = BENCH MARK DISK
 AW1158_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1158_SP_SET: GALVANIZED STEEL ROD
 AW1158_STAMPING: B 1255 1978
 AW1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1158
 AW1158  HISTORY     - Date     Condition        Report By
 AW1158  HISTORY     - 1978     MONUMENTED       NGS
 AW1158
 AW1158                          STATION DESCRIPTION
 AW1158
 AW1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1158'0.8 MI NE FROM DANBURY.
 AW1158'0.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1158'POST OFFICE AT DANBURY, AT A 6 FT. HIGH BY 3X4 FT. RAILROAD
 AW1158'SIGNAL BOX, 31 FT. SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD 171,
 AW1158'97 FT. SOUTHEAST OF THE SOUTHEAST RAIL, 105 FT. SOUTHEAST OF A
 AW1158'SIGNAL BOX, 114 FT. SOUTH OF A POWER LINE POLE, 1 FT. WEST
 AW1158'OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0115 ***********************************************************************
 AM0115  DESIGNATION -  B 1256
 AM0115  PID         -  AM0115
 AM0115  STATE/COUNTY-  TX/MATAGORDA
 AM0115  USGS QUAD   -  BAY CITY (1972)
 AM0115
 AM0115                         *CURRENT SURVEY CONTROL
 AM0115  ___________________________________________________________________
 AM0115* NAD 83(1986)-  28 57 13.     (N)    095 58 09.     (W)     SCALED    
 AM0115* NAVD 88     -        13.85   (+/-2cm)      45.4    (feet)  VERTCON   
 AM0115  ___________________________________________________________________
 AM0115  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AM0115
 AM0115  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0115
 AM0115.The horizontal coordinates were scaled from a topographic map and have
 AM0115.an estimated accuracy of +/- 6 seconds.
 AM0115
 AM0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0115.The vertical order pertains to the NGVD 29 superseded value.
 AM0115
 AM0115.The geoid height was determined by GEOID03.
 AM0115
 AM0115;                    North         East    Units  Estimated Accuracy
 AM0115;SPC TXSC     - 4,127,990.      895,390.      MT  (+/- 180 meters Scaled)
 AM0115
 AM0115                          SUPERSEDED SURVEY CONTROL
 AM0115
 AM0115  NGVD 29 (??/??/92)   13.876  (m)           45.52   (f) ADJ UNCH    1 1
 AM0115
 AM0115.Superseded values are not recommended for survey control.
 AM0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0115.See file dsdata.txt to determine how the superseded data were derived.
 AM0115
 AM0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN106064(NAD 83)
 AM0115_MARKER: DB = BENCH MARK DISK
 AM0115_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0115_STAMPING: B 1256 1978
 AM0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0115
 AM0115  HISTORY     - Date     Condition        Report By
 AM0115  HISTORY     - 1978     MONUMENTED       NGS
 AM0115  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0115
 AM0115                          STATION DESCRIPTION
 AM0115
 AM0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0115'1.6 MI SOUTH FROM BAY CITY.
 AM0115'1.6 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE MISSOURI
 AM0115'PACIFIC RAILROAD STATION AT THE JUNCTION OF STATE HIGHWAY
 AM0115'60 AND FIRST STREET AT BAY CITY, TO A PAVED ROAD LEADING
 AM0115'EAST, SPRUCE STREET. 49 FT EAST OF CENTER LINE OF STATE
 AM0115'HIGHWAY 60, 67 FEET SOUTH OF CENTER LINE OF SPRUCE STREET,
 AM0115'12 FEET SOUTH OF THE CENTER OF A METAL GATE , 15 FEET
 AM0115'NORTHEAST OF A BAY CITY,CITY LIMIT SIGN  AND 8 FEET
 AM0115'NORTHEAST OF THE SOUTH END OF A 24-INCH STEEL CORRUGATED
 AM0115'PIPE CULVERT. DRIVEN T0 GRADUAL REFUSAL AT 28 FEET, AND
 AM0115'SET 1 FT. WEST OF A POWERLINE POLE.
 AM0115
 AM0115                          STATION RECOVERY (1998)
 AM0115
 AM0115'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1819 ***********************************************************************
 AN1819  DESIGNATION -  B 1257
 AN1819  PID         -  AN1819
 AN1819  STATE/COUNTY-  TX/VICTORIA
 AN1819  USGS QUAD   -  BLOOMINGTON (1995)
 AN1819
 AN1819                         *CURRENT SURVEY CONTROL
 AN1819  ___________________________________________________________________
 AN1819* NAD 83(1986)-  28 38 49.     (N)    096 53 33.     (W)     SCALED    
 AN1819* NAVD 88     -        17.988  (meters)      59.02   (feet)  ADJUSTED  
 AN1819  ___________________________________________________________________
 AN1819  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1819  DYNAMIC HT  -          17.962 (meters)      58.93  (feet)  COMP
 AN1819  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 AN1819
 AN1819  VERT ORDER  -  FIRST     CLASS I
 AN1819
 AN1819.The horizontal coordinates were scaled from a topographic map and have
 AN1819.an estimated accuracy of +/- 6 seconds.
 AN1819
 AN1819.The orthometric height was determined by differential leveling
 AN1819.and adjusted by the National Geodetic Survey in June 1991..
 AN1819
 AN1819.The geoid height was determined by GEOID03.
 AN1819
 AN1819.The dynamic height is computed by dividing the NAVD 88
 AN1819.geopotential number by the normal gravity value computed on the
 AN1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1819.degrees latitude (g = 980.6199 gals.).
 AN1819
 AN1819.The modeled gravity was interpolated from observed gravity values.
 AN1819
 AN1819;                    North         East    Units  Estimated Accuracy
 AN1819;SPC TXSC     - 4,092,030.      806,020.      MT  (+/- 180 meters Scaled)
 AN1819
 AN1819                          SUPERSEDED SURVEY CONTROL
 AN1819
 AN1819  NGVD 29 (??/??/92)   18.117  (m)           59.44   (f) ADJ UNCH    1 1
 AN1819
 AN1819.Superseded values are not recommended for survey control.
 AN1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1819.See file dsdata.txt to determine how the superseded data were derived.
 AN1819
 AN1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS059706(NAD 83)
 AN1819_MARKER: DB = BENCH MARK DISK
 AN1819_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1819_SP_SET: STAINLESS STEEL ROD
 AN1819_STAMPING: B 1257 1978
 AN1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1819
 AN1819  HISTORY     - Date     Condition        Report By
 AN1819  HISTORY     - 1978     MONUMENTED       NGS
 AN1819  HISTORY     - 1990     GOOD             USPSQD
 AN1819
 AN1819                          STATION DESCRIPTION
 AN1819
 AN1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1819'IN BLOOMINGTON.
 AN1819'AT BLOOMINGTON, AT THE JUNCTION OF THE MISSOURI PACIFIC RAILROAD
 AN1819'AND STATE HIGHWAY 185, 37 FT NORTHWEST OF THE NORTHWEST RAIL OF
 AN1819'THE MAIN TRACK, 9 FT EAST OF THE EAST RAIL OF A SHORT SPUR, 107 FT
 AN1819'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2 FT NORTHEAST OF A
 AN1819'POWERLINE POLE, 224 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AN1819'RAILROAD STATION.
 AN1819
 AN1819                          STATION RECOVERY (1990)
 AN1819
 AN1819'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0180 ***********************************************************************
 AH0180  DESIGNATION -  B 1258
 AH0180  PID         -  AH0180
 AH0180  STATE/COUNTY-  TX/NUECES
 AH0180  USGS QUAD   -  PORT ARANSAS (1975)
 AH0180
 AH0180                         *CURRENT SURVEY CONTROL
 AH0180  ___________________________________________________________________
 AH0180* NAD 83(1986)-  27 50 22.     (N)    097 04 03.     (W)     SCALED    
 AH0180* NAVD 88     -         1.050  (meters)       3.44   (feet)  ADJUSTED  
 AH0180  ___________________________________________________________________
 AH0180  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH0180  DYNAMIC HT  -           1.048 (meters)       3.44  (feet)  COMP
 AH0180  MODELED GRAV-     979,146.7   (mgal)                       NAVD 88
 AH0180
 AH0180  VERT ORDER  -  FIRST     CLASS I
 AH0180
 AH0180.The horizontal coordinates were scaled from a topographic map and have
 AH0180.an estimated accuracy of +/- 6 seconds.
 AH0180
 AH0180.The orthometric height was determined by differential leveling
 AH0180.and adjusted by the National Geodetic Survey in June 1991..
 AH0180
 AH0180.The geoid height was determined by GEOID03.
 AH0180
 AH0180.The dynamic height is computed by dividing the NAVD 88
 AH0180.geopotential number by the normal gravity value computed on the
 AH0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0180.degrees latitude (g = 980.6199 gals.).
 AH0180
 AH0180.The modeled gravity was interpolated from observed gravity values.
 AH0180
 AH0180;                    North         East    Units  Estimated Accuracy
 AH0180;SPC TX S     - 5,241,540.      441,110.      MT  (+/- 180 meters Scaled)
 AH0180
 AH0180                          SUPERSEDED SURVEY CONTROL
 AH0180
 AH0180.No superseded survey control is available for this station.
 AH0180
 AH0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR903809(NAD 83)
 AH0180_MARKER: DB = BENCH MARK DISK
 AH0180_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0180_SP_SET: STAINLESS STEEL ROD
 AH0180_STAMPING: B 1258 1978
 AH0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0180
 AH0180  HISTORY     - Date     Condition        Report By
 AH0180  HISTORY     - 1978     MONUMENTED       NGS
 AH0180  HISTORY     - 1989     GOOD             USPSQD
 AH0180  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0180  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0180  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0180  HISTORY     - 19910627 MARK NOT FOUND   USPSQD
 AH0180  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0180  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH0180
 AH0180                          STATION DESCRIPTION
 AH0180
 AH0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0180'IN PORT ARANSAS.
 AH0180'LOCATED ON THE SOUTH SIDE OF THE CORPUS CHRISTI CHANNEL AND 400
 AH0180'FEET EAST OF THE PORT ARANSAS FERRY LANDING, 420 FEET FEET NORTH OF
 AH0180'A BOAT LAUNCHING AREA, 90 FEET SOUTH OF A 3 FOOT DROP OFF TO WATERS
 AH0180'EDGE, 77 FEET NORTH OF A STREET LAMP POLE AT A BOAT DRYDOCK AREA,
 AH0180'52 FEET SOUTH OF THE CENTER OF THE MEDIAN BETWEEN TWO ONE-WAY STREETS
 AH0180'LEADING TO AND FROM A LARGE MARINA AND 1 FOOT WEST OF A POWERLINE
 AH0180'POLE.
 AH0180
 AH0180                          STATION RECOVERY (1989)
 AH0180
 AH0180'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0180'RECOVERED IN GOOD CONDITION.
 AH0180
 AH0180                          STATION RECOVERY (1989)
 AH0180
 AH0180'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AH0180'MARK NOT FOUND.
 AH0180
 AH0180                          STATION RECOVERY (1989)
 AH0180
 AH0180'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0180'MARK NOT FOUND.
 AH0180
 AH0180                          STATION RECOVERY (1989)
 AH0180
 AH0180'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0180'MARK NOT FOUND.
 AH0180
 AH0180                          STATION RECOVERY (1991)
 AH0180
 AH0180'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0180'MARK NOT FOUND.
 AH0180
 AH0180                          STATION RECOVERY (1997)
 AH0180
 AH0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0180'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0180'DESTROYED.
 AH0180
 AH0180                          STATION RECOVERY (1997)
 AH0180
 AH0180'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0065 ***********************************************************************
 AO0065  DESIGNATION -  B 126
 AO0065  PID         -  AO0065
 AO0065  STATE/COUNTY-  TX/LIVE OAK
 AO0065  USGS QUAD   -  GEORGE WEST (1984)
 AO0065
 AO0065                         *CURRENT SURVEY CONTROL
 AO0065  ___________________________________________________________________
 AO0065* NAD 83(1986)-  28 20 32.     (N)    098 05 51.     (W)     SCALED    
 AO0065* NAVD 88     -        36.931  (meters)     121.16   (feet)  ADJUSTED  
 AO0065  ___________________________________________________________________
 AO0065  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AO0065  DYNAMIC HT  -          36.876 (meters)     120.98  (feet)  COMP
 AO0065  MODELED GRAV-     979,159.4   (mgal)                       NAVD 88
 AO0065
 AO0065  VERT ORDER  -  SECOND    CLASS 0
 AO0065
 AO0065.The horizontal coordinates were scaled from a topographic map and have
 AO0065.an estimated accuracy of +/- 6 seconds.
 AO0065
 AO0065.The orthometric height was determined by differential leveling
 AO0065.and adjusted by the National Geodetic Survey in June 1991..
 AO0065
 AO0065.The geoid height was determined by GEOID03.
 AO0065
 AO0065.The dynamic height is computed by dividing the NAVD 88
 AO0065.geopotential number by the normal gravity value computed on the
 AO0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0065.degrees latitude (g = 980.6199 gals.).
 AO0065
 AO0065.The modeled gravity was interpolated from observed gravity values.
 AO0065
 AO0065;                    North         East    Units  Estimated Accuracy
 AO0065;SPC TXSC     - 4,056,740.      688,490.      MT  (+/- 180 meters Scaled)
 AO0065
 AO0065                          SUPERSEDED SURVEY CONTROL
 AO0065
 AO0065  NGVD 29 (??/??/92)   36.911  (m)          121.10   (f) ADJ UNCH    2 0
 AO0065
 AO0065.Superseded values are not recommended for survey control.
 AO0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0065.See file dsdata.txt to determine how the superseded data were derived.
 AO0065
 AO0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS884354(NAD 83)
 AO0065_MARKER: DB = BENCH MARK DISK
 AO0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0065_SP_SET: ABUTMENT
 AO0065_STAMPING: 121.145 B 126 1933
 AO0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0065
 AO0065  HISTORY     - Date     Condition        Report By
 AO0065  HISTORY     - 1933     MONUMENTED       CGS
 AO0065  HISTORY     - 1934     GOOD             NGS
 AO0065
 AO0065                          STATION DESCRIPTION
 AO0065
 AO0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0065'1.2 MI NE FROM GEORGE WEST.
 AO0065'1.2 MILES NORTHEAST ALONG THE ROAD LEADING TO CADIZ FROM GEORGE WEST,
 AO0065'LIVE OAK COUNTY, AT THE BRIDGE OVER NUECES RIVER, AND IN THE TOP OF
 AO0065'THE NORTH END OF THE EAST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED
 AO0065'121.145 B 126 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0102 ***********************************************************************
 AO0102  DESIGNATION -  B 127
 AO0102  PID         -  AO0102
 AO0102  STATE/COUNTY-  TX/MCMULLEN
 AO0102  USGS QUAD   -  TILDEN (1968)
 AO0102
 AO0102                         *CURRENT SURVEY CONTROL
 AO0102  ___________________________________________________________________
 AO0102* NAD 83(1986)-  28 27 14.     (N)    098 32 18.     (W)     SCALED    
 AO0102* NAVD 88     -        86.260  (meters)     283.00   (feet)  ADJUSTED  
 AO0102  ___________________________________________________________________
 AO0102  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AO0102  DYNAMIC HT  -          86.132 (meters)     282.58  (feet)  COMP
 AO0102  MODELED GRAV-     979,162.2   (mgal)                       NAVD 88
 AO0102
 AO0102  VERT ORDER  -  SECOND    CLASS 0
 AO0102
 AO0102.The horizontal coordinates were scaled from a topographic map and have
 AO0102.an estimated accuracy of +/- 6 seconds.
 AO0102
 AO0102.The orthometric height was determined by differential leveling
 AO0102.and adjusted by the National Geodetic Survey in June 1991..
 AO0102
 AO0102.The geoid height was determined by GEOID03.
 AO0102
 AO0102.The dynamic height is computed by dividing the NAVD 88
 AO0102.geopotential number by the normal gravity value computed on the
 AO0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0102.degrees latitude (g = 980.6199 gals.).
 AO0102
 AO0102.The modeled gravity was interpolated from observed gravity values.
 AO0102
 AO0102;                    North         East    Units  Estimated Accuracy
 AO0102;SPC TXSC     - 4,068,870.      645,220.      MT  (+/- 180 meters Scaled)
 AO0102
 AO0102                          SUPERSEDED SURVEY CONTROL
 AO0102
 AO0102  NGVD 29 (??/??/92)   86.228  (m)          282.90   (f) ADJ UNCH    2 0
 AO0102
 AO0102.Superseded values are not recommended for survey control.
 AO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0102.See file dsdata.txt to determine how the superseded data were derived.
 AO0102
 AO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS452475(NAD 83)
 AO0102_MARKER: DB = BENCH MARK DISK
 AO0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0102_STAMPING: 282.887 B 127 1933
 AO0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0102+STABILITY: SURFACE MOTION
 AO0102
 AO0102  HISTORY     - Date     Condition        Report By
 AO0102  HISTORY     - 1933     MONUMENTED       CGS
 AO0102  HISTORY     - 1934     GOOD             NGS
 AO0102
 AO0102                          STATION DESCRIPTION
 AO0102
 AO0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0102'1.1 MI E FROM TILDEN.
 AO0102'1.1 MILES EAST ALONG THE ROAD LEADING TO CALLIHAM FROM TILDEN,
 AO0102'MCMULLEN COUNTY, AT A CURVE IN THE ROAD FROM NORTHEAST TO EAST, NORTH
 AO0102'OF THE ROAD, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED 282.887
 AO0102'B 127 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0081 ***********************************************************************
 AH0081  DESIGNATION -  B 1271
 AH0081  PID         -  AH0081
 AH0081  STATE/COUNTY-  TX/NUECES
 AH0081  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0081
 AH0081                         *CURRENT SURVEY CONTROL
 AH0081  ___________________________________________________________________
 AH0081* NAD 83(1986)-  27 47 53.     (N)    097 24 14.     (W)     SCALED    
 AH0081* NAVD 88     -        10.827  (meters)      35.52   (feet)  ADJUSTED  
 AH0081  ___________________________________________________________________
 AH0081  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH0081  DYNAMIC HT  -          10.811 (meters)      35.47  (feet)  COMP
 AH0081  MODELED GRAV-     979,128.7   (mgal)                       NAVD 88
 AH0081
 AH0081  VERT ORDER  -  FIRST     CLASS I
 AH0081
 AH0081.The horizontal coordinates were scaled from a topographic map and have
 AH0081.an estimated accuracy of +/- 6 seconds.
 AH0081
 AH0081.The orthometric height was determined by differential leveling
 AH0081.and adjusted by the National Geodetic Survey in December 1997..
 AH0081
 AH0081.The geoid height was determined by GEOID03.
 AH0081
 AH0081.The dynamic height is computed by dividing the NAVD 88
 AH0081.geopotential number by the normal gravity value computed on the
 AH0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0081.degrees latitude (g = 980.6199 gals.).
 AH0081
 AH0081.The modeled gravity was interpolated from observed gravity values.
 AH0081
 AH0081;                    North         East    Units  Estimated Accuracy
 AH0081;SPC TX S     - 5,236,620.      408,010.      MT  (+/- 180 meters Scaled)
 AH0081
 AH0081                          SUPERSEDED SURVEY CONTROL
 AH0081
 AH0081  NAVD 88 (06/15/91)   10.826  (m)           35.52   (f) UNKNOWN     1 1
 AH0081
 AH0081.Superseded values are not recommended for survey control.
 AH0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0081.See file dsdata.txt to determine how the superseded data were derived.
 AH0081
 AH0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR572758(NAD 83)
 AH0081_MARKER: DV = VERTICAL CONTROL DISK
 AH0081_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH0081_SP_SET: OVERPASS ABUTMENT
 AH0081_STAMPING: B 1271 1978
 AH0081_MARK LOGO: NGS   
 AH0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0081+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AH0081
 AH0081  HISTORY     - Date     Condition        Report By
 AH0081  HISTORY     - 1978     MONUMENTED       NGS
 AH0081  HISTORY     - 19910709 GOOD             USPSQD
 AH0081  HISTORY     - 19970209 GOOD             NGS
 AH0081
 AH0081                          STATION DESCRIPTION
 AH0081
 AH0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0081'IN CORPUS CHRISTI.
 AH0081'AT CORPUS CHRISTI, AT THE INTERSECTION OF INTERSTATE HIGHWAY 37 AND
 AH0081'ALAMEDA STREET, SET IN THE TOP OF AND 0.4 FOOT WEST OF THE EAST END
 AH0081'OF THE ALAMEDA STREET OVERPASS, 90 FEET SOUTH OF THE CENTER OF
 AH0081'INTERSTATE HIGHWAY 37, 60 FEET NORTH OF THE CENTERLINE OF ANTELOPE
 AH0081'STREET AND 15 FEET EAST OF THE CENTERLINE OF ALAMEDA STREET.
 AH0081
 AH0081                          STATION RECOVERY (1991)
 AH0081
 AH0081'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0081'RECOVERED IN GOOD CONDITION.
 AH0081
 AH0081                          STATION RECOVERY (1997)
 AH0081
 AH0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0081'IN CORPUS CHRISTI, AT THE INTERSECTION OF INTERSTATE HIGHWAY 37 AND
 AH0081'ALAMEDA STREET, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF
 AH0081'THE SOUTH CONCRETE ABUTMENT OF THE STREET OVERPASS OF THE HIGHWAY,
 AH0081'22.4 M (73.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 AH0081'HIGHWAY, 20.0 M (65.6 FT) NORTH OF THE CENTERLINE OF ANTELOPE STREET,
 AH0081'5.7 M (18.7 FT) EAST OF THE CENTERLINE OF ALAMEDA, AND 0.3 M (1.0 FT)
 AH0081'ABOVE THE LEVEL OF ALAMEDA STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0003 ***********************************************************************
 AH0003  DESIGNATION -  B 1272
 AH0003  PID         -  AH0003
 AH0003  STATE/COUNTY-  TX/SAN PATRICIO
 AH0003  USGS QUAD   -  ODEM (1975)
 AH0003
 AH0003                         *CURRENT SURVEY CONTROL
 AH0003  ___________________________________________________________________
 AH0003* NAD 83(1986)-  27 58 41.     (N)    097 33 26.     (W)     SCALED    
 AH0003* NAVD 88     -        21.369  (meters)      70.11   (feet)  ADJUSTED  
 AH0003  ___________________________________________________________________
 AH0003  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AH0003  DYNAMIC HT  -          21.336 (meters)      70.00  (feet)  COMP
 AH0003  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 AH0003
 AH0003  VERT ORDER  -  FIRST     CLASS I
 AH0003
 AH0003.The horizontal coordinates were scaled from a topographic map and have
 AH0003.an estimated accuracy of +/- 6 seconds.
 AH0003
 AH0003.The orthometric height was determined by differential leveling
 AH0003.and adjusted by the National Geodetic Survey in June 1991..
 AH0003
 AH0003.The geoid height was determined by GEOID03.
 AH0003
 AH0003.The dynamic height is computed by dividing the NAVD 88
 AH0003.geopotential number by the normal gravity value computed on the
 AH0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0003.degrees latitude (g = 980.6199 gals.).
 AH0003
 AH0003.The modeled gravity was interpolated from observed gravity values.
 AH0003
 AH0003;                    North         East    Units  Estimated Accuracy
 AH0003;SPC TX S     - 5,256,440.      392,760.      MT  (+/- 180 meters Scaled)
 AH0003
 AH0003                          SUPERSEDED SURVEY CONTROL
 AH0003
 AH0003  NGVD 29 (??/??/92)   21.540  (m)           70.67   (f) ADJ UNCH    1 1
 AH0003
 AH0003.Superseded values are not recommended for survey control.
 AH0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0003.See file dsdata.txt to determine how the superseded data were derived.
 AH0003
 AH0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR418956(NAD 83)
 AH0003_MARKER: DB = BENCH MARK DISK
 AH0003_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0003_SP_SET: STAINLESS STEEL ROD
 AH0003_STAMPING: B 1272 1978
 AH0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0003
 AH0003  HISTORY     - Date     Condition        Report By
 AH0003  HISTORY     - 1978     MONUMENTED       NGS
 AH0003  HISTORY     - 19960727 GOOD             USPSQD
 AH0003
 AH0003                          STATION DESCRIPTION
 AH0003
 AH0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0003'2.4 MI NE FROM ODEM.
 AH0003'2.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AH0003'RAILROAD STATION AT ODEM, 2 FEET NORTHEAST OF MILE POLE 157, 62
 AH0003'FEET SOUTHEAST OF THE CENTER OF U. S. HIGHWAY 77 AND 27 FEET
 AH0003'NORTHWEST OF THE NORTHWEST RAIL.
 AH0003
 AH0003                          STATION RECOVERY (1996)
 AH0003
 AH0003'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1839 ***********************************************************************
 AN1839  DESIGNATION -  B 1273
 AN1839  PID         -  AN1839
 AN1839  STATE/COUNTY-  TX/REFUGIO
 AN1839  USGS QUAD   -  VIDAURRI (1978)
 AN1839
 AN1839                         *CURRENT SURVEY CONTROL
 AN1839  ___________________________________________________________________
 AN1839* NAD 83(1986)-  28 25 53.     (N)    097 08 43.     (W)     SCALED    
 AN1839* NAVD 88     -        20.733  (meters)      68.02   (feet)  ADJUSTED  
 AN1839  ___________________________________________________________________
 AN1839  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1839  DYNAMIC HT  -          20.703 (meters)      67.92  (feet)  COMP
 AN1839  MODELED GRAV-     979,164.5   (mgal)                       NAVD 88
 AN1839
 AN1839  VERT ORDER  -  FIRST     CLASS I
 AN1839
 AN1839.The horizontal coordinates were scaled from a topographic map and have
 AN1839.an estimated accuracy of +/- 6 seconds.
 AN1839
 AN1839.The orthometric height was determined by differential leveling
 AN1839.and adjusted by the National Geodetic Survey in June 1991..
 AN1839
 AN1839.The geoid height was determined by GEOID03.
 AN1839
 AN1839.The dynamic height is computed by dividing the NAVD 88
 AN1839.geopotential number by the normal gravity value computed on the
 AN1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1839.degrees latitude (g = 980.6199 gals.).
 AN1839
 AN1839.The modeled gravity was interpolated from observed gravity values.
 AN1839
 AN1839;                    North         East    Units  Estimated Accuracy
 AN1839;SPC TXSC     - 4,067,720.      781,690.      MT  (+/- 180 meters Scaled)
 AN1839
 AN1839                          SUPERSEDED SURVEY CONTROL
 AN1839
 AN1839  NGVD 29 (??/??/92)   20.880  (m)           68.50   (f) ADJ UNCH    1 1
 AN1839
 AN1839.Superseded values are not recommended for survey control.
 AN1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1839.See file dsdata.txt to determine how the superseded data were derived.
 AN1839
 AN1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS816463(NAD 83)
 AN1839_MARKER: DB = BENCH MARK DISK
 AN1839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1839_SP_SET: HEADWALL
 AN1839_STAMPING: B 1273 1978
 AN1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1839
 AN1839  HISTORY     - Date     Condition        Report By
 AN1839  HISTORY     - 1978     MONUMENTED       NGS
 AN1839  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1839
 AN1839                          STATION DESCRIPTION
 AN1839
 AN1839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1839'13.4 MI NE FROM REFUGIO.
 AN1839'13.4 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1839'REFUGIO, SET IN THE TOP OF AND 1 FT SOUTHWEST OF THE NORTHEAST END
 AN1839'OF THE NORTHWEST HEADWALL OF A MULTI-BOX CULVERT, 20 FT NORTHWEST
 AN1839'OF THE CENTER LINE OF THE HIGHWAY.
 AN1839
 AN1839                          STATION RECOVERY (1994)
 AN1839
 AN1839'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2431 ***********************************************************************
 AN2431  DESIGNATION -  B 1273 RESET
 AN2431  PID         -  AN2431
 AN2431  STATE/COUNTY-  TX/REFUGIO
 AN2431  USGS QUAD   -  VIDAURRI (1978)
 AN2431
 AN2431                         *CURRENT SURVEY CONTROL
 AN2431  ___________________________________________________________________
 AN2431* NAD 83(1986)-  28 25 53.     (N)    097 08 43.     (W)     SCALED    
 AN2431* NAVD 88     -        20.60   (meters)      67.6    (feet)  RESET     
 AN2431  ___________________________________________________________________
 AN2431  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN2431
 AN2431  VERT ORDER  -  THIRD
 AN2431
 AN2431.The horizontal coordinates were scaled from a topographic map and have
 AN2431.an estimated accuracy of +/- 6 seconds.
 AN2431
 AN2431.The orthometric height was computed from unverified reset data.
 AN2431
 AN2431.The geoid height was determined by GEOID03.
 AN2431
 AN2431;                    North         East    Units  Estimated Accuracy
 AN2431;SPC TXSC     - 4,067,720.      781,690.      MT  (+/- 180 meters Scaled)
 AN2431
 AN2431                          SUPERSEDED SURVEY CONTROL
 AN2431
 AN2431  NGVD 29 (01/29/03)   20.75   (m)           68.1    (f) RESET       3  
 AN2431
 AN2431.Superseded values are not recommended for survey control.
 AN2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2431.See file dsdata.txt to determine how the superseded data were derived.
 AN2431
 AN2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS816463(NAD 83)
 AN2431_MARKER: DV = VERTICAL CONTROL DISK
 AN2431_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN2431_SP_SET: HEADWALL
 AN2431_STAMPING: B 1273 RESET 1985
 AN2431_MARK LOGO: NGS   
 AN2431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2431+STABILITY: SURFACE MOTION
 AN2431
 AN2431  HISTORY     - Date     Condition        Report By
 AN2431  HISTORY     - 1985     MONUMENTED       TXHD
 AN2431  HISTORY     - 19940716 GOOD             USPSQD
 AN2431
 AN2431                          STATION DESCRIPTION
 AN2431
 AN2431'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1985
 AN2431'13.6 MILES (21.9 KM) NORTHEAST ALONG US HIGHWAY 77 FROM THE COURTHOUSE
 AN2431'AT REFUGIO, 1 FOOT (0.3 M) SOUTHWEST OF NORTHWEST CORNER OF THE LEFT
 AN2431'HEADWALL OF A MULTI-BOX CULVERT, 36.5 FEET (11.1 M) NORTHWEST OF
 AN2431'SOUTHBOUND LANE STATION 1477+82, 2.5 FEET (0.8 M) BELOW HIGHWAY.
 AN2431
 AN2431                          STATION RECOVERY (1994)
 AN2431
 AN2431'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1187 ***********************************************************************
 AW1187  DESIGNATION -  B 1274
 AW1187  PID         -  AW1187
 AW1187  STATE/COUNTY-  TX/BRAZORIA
 AW1187  USGS QUAD   -  BRAZORIA (1952)
 AW1187
 AW1187                         *CURRENT SURVEY CONTROL
 AW1187  ___________________________________________________________________
 AW1187* NAD 83(1986)-  29 04 10.     (N)    095 32 43.     (W)     SCALED    
 AW1187* NAVD 88     -         7.13   (+/-2cm)      23.4    (feet)  VERTCON   
 AW1187  ___________________________________________________________________
 AW1187  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW1187
 AW1187  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1187
 AW1187.The horizontal coordinates were scaled from a topographic map and have
 AW1187.an estimated accuracy of +/- 6 seconds.
 AW1187
 AW1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1187.The vertical order pertains to the NGVD 29 superseded value.
 AW1187
 AW1187.The geoid height was determined by GEOID03.
 AW1187
 AW1187;                    North         East    Units  Estimated Accuracy
 AW1187;SPC TXSC     - 4,141,960.      936,310.      MT  (+/- 180 meters Scaled)
 AW1187
 AW1187                          SUPERSEDED SURVEY CONTROL
 AW1187
 AW1187  NGVD 29 (??/??/92)    7.148  (m)           23.45   (f) ADJ UNCH    1 1
 AW1187
 AW1187.Superseded values are not recommended for survey control.
 AW1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1187.See file dsdata.txt to determine how the superseded data were derived.
 AW1187
 AW1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN522183(NAD 83)
 AW1187_MARKER: DB = BENCH MARK DISK
 AW1187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1187_SP_SET: STAINLESS STEEL ROD
 AW1187_STAMPING: B 1274 1978
 AW1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1187
 AW1187  HISTORY     - Date     Condition        Report By
 AW1187  HISTORY     - 1978     MONUMENTED       NGS
 AW1187
 AW1187                          STATION DESCRIPTION
 AW1187
 AW1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1187'2.1 MI NE FROM BRAZORIA.
 AW1187'2.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1187'CROSSING OF STATE HIGHWAY 36 AT BRAZORIA, AT THE SOUTH SIDE
 AW1187'OF HORSESHOE LAKE, 43 FT NORTHWEST OF THE NORTHWEST RAIL, 11 FT
 AW1187'SOUTHEAST OF THE CENTER LINE OF A FIELD ROAD, 2 FT SOUTHEAST OF MILE
 AW1187'POST 311.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1949 ***********************************************************************
 AW1949  DESIGNATION -  B 1276
 AW1949  PID         -  AW1949
 AW1949  STATE/COUNTY-  TX/HARRIS
 AW1949  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1949
 AW1949                         *CURRENT SURVEY CONTROL
 AW1949  ___________________________________________________________________
 AW1949* NAD 83(1986)-  29 35 44.     (N)    095 10 19.     (W)     SCALED    
 AW1949* NAVD 88     -         8.348  (meters)      27.39   (feet)  ADJUSTED  
 AW1949  ___________________________________________________________________
 AW1949  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1949  DYNAMIC HT  -           8.337 (meters)      27.35  (feet)  COMP
 AW1949  MODELED GRAV-     979,274.5   (mgal)                       NAVD 88
 AW1949
 AW1949  VERT ORDER  -  FIRST     CLASS II
 AW1949
 AW1949.The horizontal coordinates were scaled from a topographic map and have
 AW1949.an estimated accuracy of +/- 6 seconds.
 AW1949
 AW1949.The orthometric height was determined by differential leveling
 AW1949.and adjusted by the National Geodetic Survey in June 1991..
 AW1949
 AW1949.The geoid height was determined by GEOID03.
 AW1949
 AW1949.The dynamic height is computed by dividing the NAVD 88
 AW1949.geopotential number by the normal gravity value computed on the
 AW1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1949.degrees latitude (g = 980.6199 gals.).
 AW1949
 AW1949.The modeled gravity was interpolated from observed gravity values.
 AW1949
 AW1949;                    North         East    Units  Estimated Accuracy
 AW1949;SPC TXSC     - 4,201,370.      970,730.      MT  (+/- 180 meters Scaled)
 AW1949
 AW1949                          SUPERSEDED SURVEY CONTROL
 AW1949
 AW1949  NGVD 29 (12/23/87)    8.345  (m)           27.38   (f) ADJUSTED    1 2
 AW1949
 AW1949.Superseded values are not recommended for survey control.
 AW1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1949.See file dsdata.txt to determine how the superseded data were derived.
 AW1949
 AW1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN896759(NAD 83)
 AW1949_MARKER: I = METAL ROD
 AW1949_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1949_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1949_STAMPING: B 1276 1978
 AW1949_MARK LOGO: NGS   
 AW1949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1949+STABILITY: POSITION/ELEVATION WELL
 AW1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1949+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AW1949
 AW1949  HISTORY     - Date     Condition        Report By
 AW1949  HISTORY     - 1978     MONUMENTED       NGS
 AW1949  HISTORY     - 1981     GOOD             NGS
 AW1949  HISTORY     - 1985     GOOD             USPSQD
 AW1949  HISTORY     - 1986     GOOD             NGS
 AW1949  HISTORY     - 1987     GOOD             USPSQD
 AW1949  HISTORY     - 1987     GOOD             USPSQD
 AW1949  HISTORY     - 1987     GOOD             USPSQD
 AW1949  HISTORY     - 1987     GOOD             USPSQD
 AW1949  HISTORY     - 1987     GOOD             USPSQD
 AW1949  HISTORY     - 1987     GOOD             USPSQD
 AW1949  HISTORY     - 1987     GOOD             USPSQD
 AW1949  HISTORY     - 1987     GOOD             USPSQD
 AW1949  HISTORY     - 1987     GOOD             USPSQD
 AW1949  HISTORY     - 1987     GOOD             USPSQD
 AW1949  HISTORY     - 1987     GOOD             USPSQD
 AW1949  HISTORY     - 19870405 GOOD             USPSQD
 AW1949  HISTORY     - 19870412 GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1988     GOOD             USPSQD
 AW1949  HISTORY     - 1989     GOOD             USPSQD
 AW1949  HISTORY     - 1989     GOOD             USPSQD
 AW1949  HISTORY     - 1989     GOOD             USPSQD
 AW1949  HISTORY     - 1989     GOOD             USPSQD
 AW1949  HISTORY     - 1989     GOOD             USPSQD
 AW1949  HISTORY     - 1989     GOOD             USPSQD
 AW1949  HISTORY     - 1989     GOOD             USPSQD
 AW1949  HISTORY     - 1989     GOOD             USPSQD
 AW1949  HISTORY     - 1989     GOOD             USPSQD
 AW1949  HISTORY     - 1989     GOOD             USPSQD
 AW1949  HISTORY     - 1989     GOOD             USPSQD
 AW1949  HISTORY     - 1989     GOOD             USPSQD
 AW1949  HISTORY     - 1990     GOOD             USPSQD
 AW1949  HISTORY     - 1990     GOOD             USPSQD
 AW1949  HISTORY     - 19940219 GOOD             USPSQD
 AW1949  HISTORY     - 20010331 GOOD             NGS
 AW1949  HISTORY     - 20030820 GOOD             USPSQD
 AW1949  HISTORY     - 20050828 GOOD             USPSQD
 AW1949
 AW1949                          STATION DESCRIPTION
 AW1949
 AW1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1949'5.0 MI NW FROM WEBSTER.
 AW1949'ABOUT 5.0 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1949'NASA 1 HIGHWAY IN WEBSTER, 185 FEET SOUTH-SOUTHEAST OF A SINGLE
 AW1949'STEEL BILLBOARD WITH UNWED AND PREGNANT SIGN, 81 FEET NORTHEAST OF
 AW1949'THE CENTERLINE OF THE HIGHWAY, 48 FEET NORTH-NORTHWEST OF A SIDING
 AW1949'SWITCH, 36 FEET NORTHEAST OF AN UNDERGROUND CABLE POLE, NUMBER 911,
 AW1949'AND 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON
 AW1949'AND HENDERSON RAILROAD.  THE SLEEVE IS 30 FEET DEEP, -2 INCHES BELOW
 AW1949'THE GROUND.
 AW1949
 AW1949                          STATION RECOVERY (1981)
 AW1949
 AW1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1985)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1986)
 AW1949
 AW1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1987)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1987)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1987)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1987)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1987)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1987)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1987)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1987)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1987)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1987)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1987)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1987)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1987)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1988)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1989)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1989)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1989)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1989)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1989)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1989)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1989)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1989)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1989)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1989)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1989)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1989)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1990)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1990)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (1994)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (2001)
 AW1949
 AW1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1949'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1949
 AW1949                          STATION RECOVERY (2003)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1949'RECOVERED IN GOOD CONDITION.
 AW1949
 AW1949                          STATION RECOVERY (2005)
 AW1949
 AW1949'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1949'FOUND THE MARK AS DESCRIBED.  ADDED WHITE PAINT TO THE RAILROAD TRACK
 AW1949'ON THE WEST SIDE. THE MARK IS 9 FOOT 8 INCHES PERPREDINCULAR TO THE
 AW1949'TRACK IN A SOUTHWEST DIRECTION. IT IS 10 INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2030 ***********************************************************************
 AW2030  DESIGNATION -  B 1278
 AW2030  PID         -  AW2030
 AW2030  STATE/COUNTY-  TX/FORT BEND
 AW2030  USGS QUAD   -  JULIFF (1974)
 AW2030
 AW2030                         *CURRENT SURVEY CONTROL
 AW2030  ___________________________________________________________________
 AW2030* NAD 83(1986)-  29 29 41.     (N)    095 26 54.     (W)     SCALED    
 AW2030* NAVD 88     -        17.957  (meters)      58.91   (feet)  ADJUSTED  
 AW2030  ___________________________________________________________________
 AW2030  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW2030  DYNAMIC HT  -          17.932 (meters)      58.83  (feet)  COMP
 AW2030  MODELED GRAV-     979,267.0   (mgal)                       NAVD 88
 AW2030
 AW2030  VERT ORDER  -  FIRST     CLASS II
 AW2030
 AW2030.The horizontal coordinates were scaled from a topographic map and have
 AW2030.an estimated accuracy of +/- 6 seconds.
 AW2030
 AW2030.The orthometric height was determined by differential leveling
 AW2030.and adjusted by the National Geodetic Survey in June 1991..
 AW2030
 AW2030.The geoid height was determined by GEOID03.
 AW2030
 AW2030.The dynamic height is computed by dividing the NAVD 88
 AW2030.geopotential number by the normal gravity value computed on the
 AW2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2030.degrees latitude (g = 980.6199 gals.).
 AW2030
 AW2030.The modeled gravity was interpolated from observed gravity values.
 AW2030
 AW2030;                    North         East    Units  Estimated Accuracy
 AW2030;SPC TXSC     - 4,189,350.      944,310.      MT  (+/- 180 meters Scaled)
 AW2030
 AW2030                          SUPERSEDED SURVEY CONTROL
 AW2030
 AW2030  NGVD 29 (12/23/87)   17.953  (m)           58.90   (f) ADJUSTED    1 2
 AW2030
 AW2030.Superseded values are not recommended for survey control.
 AW2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2030.See file dsdata.txt to determine how the superseded data were derived.
 AW2030
 AW2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN626652(NAD 83)
 AW2030_MARKER: DB = BENCH MARK DISK
 AW2030_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2030_SP_SET: STAINLESS STEEL ROD
 AW2030_STAMPING: B 1278 1978
 AW2030_MARK LOGO: NGS   
 AW2030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2030
 AW2030  HISTORY     - Date     Condition        Report By
 AW2030  HISTORY     - 1978     MONUMENTED       NGS
 AW2030  HISTORY     - 1987     GOOD             NGS
 AW2030  HISTORY     - 1990     GOOD             USPSQD
 AW2030  HISTORY     - 19901208 GOOD             USPSQD
 AW2030  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 AW2030
 AW2030                          STATION DESCRIPTION
 AW2030
 AW2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2030'5.9 MI WEST FROM MANVEL.
 AW2030'ABOUT 5.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 AW2030'FROM THE MASTERS STREET CROSSING IN MANVEL, 56 FEET NORTHWEST OF
 AW2030'WHISTLE POST, 41 FEET SOUTH OF THE SOUTH RAIL, 23 FEET NORTH OF THE
 AW2030'CENTERLINE OF A SHELL ROAD, AND 1 FOOT SOUTHEAST OF A TELEPHONE POLE
 AW2030'WITH A BRACE POLE.
 AW2030
 AW2030                          STATION RECOVERY (1987)
 AW2030
 AW2030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2030'RECOVERED IN GOOD CONDITION, ADD WITNESS POST
 AW2030'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 AW2030
 AW2030                          STATION RECOVERY (1990)
 AW2030
 AW2030'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPO)
 AW2030'RECOVERED IN GOOD CONDITION.
 AW2030
 AW2030                          STATION RECOVERY (1990)
 AW2030
 AW2030'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2030'RECOVERED IN GOOD CONDITION.
 AW2030
 AW2030                          STATION RECOVERY (1998)
 AW2030
 AW2030'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2288 ***********************************************************************
 AW2288  DESIGNATION -  B 1279
 AW2288  PID         -  AW2288
 AW2288  STATE/COUNTY-  TX/HARRIS
 AW2288  USGS QUAD   -  BELLAIRE (1995)
 AW2288
 AW2288                         *CURRENT SURVEY CONTROL
 AW2288  ___________________________________________________________________
 AW2288* NAD 83(1986)-  29 42 21.     (N)    095 27 52.     (W)     SCALED    
 AW2288* NAVD 88     -        16.451  (meters)      53.97   (feet)  ADJUSTED  
 AW2288  ___________________________________________________________________
 AW2288  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW2288  DYNAMIC HT  -          16.428 (meters)      53.90  (feet)  COMP
 AW2288  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 AW2288
 AW2288  VERT ORDER  -  FIRST     CLASS II
 AW2288
 AW2288.The horizontal coordinates were scaled from a topographic map and have
 AW2288.an estimated accuracy of +/- 6 seconds.
 AW2288
 AW2288.The orthometric height was determined by differential leveling
 AW2288.and adjusted by the National Geodetic Survey in June 1991..
 AW2288
 AW2288.The geoid height was determined by GEOID03.
 AW2288
 AW2288.The dynamic height is computed by dividing the NAVD 88
 AW2288.geopotential number by the normal gravity value computed on the
 AW2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2288.degrees latitude (g = 980.6199 gals.).
 AW2288
 AW2288.The modeled gravity was interpolated from observed gravity values.
 AW2288
 AW2288;                    North         East    Units  Estimated Accuracy
 AW2288;SPC TXSC     - 4,212,690.      942,040.      MT  (+/- 180 meters Scaled)
 AW2288
 AW2288                          SUPERSEDED SURVEY CONTROL
 AW2288
 AW2288  NGVD 29 (12/23/87)   16.446  (m)           53.96   (f) ADJUSTED    1 2
 AW2288
 AW2288.Superseded values are not recommended for survey control.
 AW2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2288.See file dsdata.txt to determine how the superseded data were derived.
 AW2288
 AW2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN615887(NAD 83)
 AW2288_MARKER: DB = BENCH MARK DISK
 AW2288_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2288_SP_SET: STAINLESS STEEL ROD
 AW2288_STAMPING: B 1279 1978
 AW2288_MARK LOGO: NGS   
 AW2288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2288
 AW2288  HISTORY     - Date     Condition        Report By
 AW2288  HISTORY     - 1978     MONUMENTED       NGS
 AW2288  HISTORY     - 1983     GOOD             NGS
 AW2288  HISTORY     - 1986     GOOD             NGS
 AW2288  HISTORY     - 1987     GOOD             USPSQD
 AW2288  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2288  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2288  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW2288  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 AW2288
 AW2288                          STATION DESCRIPTION
 AW2288
 AW2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2288'0.2 MI EAST FROM BELLAIRE.
 AW2288'ABOUT 0.2 MILE EAST ALONG BELLAIRE BOULEVARD FROM THE JUNCTION OF
 AW2288'RICE AVENUE IN BELLAIRE, AT THE JUNCTION OF SECOND STREET, 69 FEET
 AW2288'SOUTH OF THE SOUTH CURB OF THE WEST LANES OF THE BOULEVARD, 58 FEET
 AW2288'NORTH OF THE NORTH CURB OF THE EAST LANES OF THE BOULEVARD, 17.5 FEET
 AW2288'WEST OF THE CENTERLINE OF THE STREET, 16 FEET SOUTH-SOUTHEAST OF THE
 AW2288'SOUTH ONE OF TWO 3 INCH GREEN PIPES THAT ARE 3 FEET ABOVE THE GROUND,
 AW2288'6.5 FEET EAST-NORTHEAST OF AN 8 INCH CEDAR TREE, AND 0.5 FOOT WEST OF
 AW2288'THE WEST CURB OF THE STREET.
 AW2288
 AW2288                          STATION RECOVERY (1983)
 AW2288
 AW2288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2288'RECOVERED IN GOOD CONDITION.
 AW2288
 AW2288                          STATION RECOVERY (1986)
 AW2288
 AW2288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2288'RECOVERED IN GOOD CONDITION.
 AW2288
 AW2288                          STATION RECOVERY (1987)
 AW2288
 AW2288'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW2288'RECOVERED IN GOOD CONDITION.
 AW2288
 AW2288                          STATION RECOVERY (1989)
 AW2288
 AW2288'RECOVERY NOTE BY US POWER SQUADRON 1989 (TT)
 AW2288'MARK NOT FOUND.
 AW2288
 AW2288                          STATION RECOVERY (1990)
 AW2288
 AW2288'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2288'MARK NOT FOUND.
 AW2288
 AW2288                          STATION RECOVERY (1995)
 AW2288
 AW2288'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2288'MARK NOT FOUND.
 AW2288
 AW2288                          STATION RECOVERY (2004)
 AW2288
 AW2288'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0324 ***********************************************************************
 AO0324  DESIGNATION -  B 128
 AO0324  PID         -  AO0324
 AO0324  STATE/COUNTY-  TX/LA SALLE
 AO0324  USGS QUAD   -  LOS ANGELES (1974)
 AO0324
 AO0324                         *CURRENT SURVEY CONTROL
 AO0324  ___________________________________________________________________
 AO0324* NAD 83(1986)-  28 28 39.     (N)    099 03 54.     (W)     SCALED    
 AO0324* NAVD 88     -       136.246  (meters)     447.00   (feet)  ADJUSTED  
 AO0324  ___________________________________________________________________
 AO0324  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AO0324  DYNAMIC HT  -         136.042 (meters)     446.33  (feet)  COMP
 AO0324  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 AO0324
 AO0324  VERT ORDER  -  SECOND    CLASS 0
 AO0324
 AO0324.The horizontal coordinates were scaled from a topographic map and have
 AO0324.an estimated accuracy of +/- 6 seconds.
 AO0324
 AO0324.The orthometric height was determined by differential leveling
 AO0324.and adjusted by the National Geodetic Survey in June 1991..
 AO0324
 AO0324.The geoid height was determined by GEOID03.
 AO0324
 AO0324.The dynamic height is computed by dividing the NAVD 88
 AO0324.geopotential number by the normal gravity value computed on the
 AO0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0324.degrees latitude (g = 980.6199 gals.).
 AO0324
 AO0324.The modeled gravity was interpolated from observed gravity values.
 AO0324
 AO0324;                    North         East    Units  Estimated Accuracy
 AO0324;SPC TXSC     - 4,071,400.      593,640.      MT  (+/- 180 meters Scaled)
 AO0324
 AO0324                          SUPERSEDED SURVEY CONTROL
 AO0324
 AO0324  NGVD 29 (??/??/92)  136.15   (m)          446.7    (f) COMPUTED    2 0
 AO0324
 AO0324.Superseded values are not recommended for survey control.
 AO0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0324.See file dsdata.txt to determine how the superseded data were derived.
 AO0324
 AO0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS936501(NAD 83)
 AO0324_MARKER: DB = BENCH MARK DISK
 AO0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0324_STAMPING: 446.794 B 128 1933
 AO0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0324+STABILITY: SURFACE MOTION
 AO0324
 AO0324  HISTORY     - Date     Condition        Report By
 AO0324  HISTORY     - 1933     MONUMENTED       CGS
 AO0324  HISTORY     - 1934     GOOD             NGS
 AO0324
 AO0324                          STATION DESCRIPTION
 AO0324
 AO0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0324'2.2 MI W FROM HARRISS VALLEY.
 AO0324'2.2 MILES WEST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0324'HARRISS VALLEY, LASALLE COUNTY, 6-1/2 POLES EAST OF MILEPOST 95, 30
 AO0324'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND AT A FENCE LINE.  A
 AO0324'STANDARD DISK, STAMPED 446.794 B 128 1933 AND SET IN THE TOP OF A
 AO0324'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2151 ***********************************************************************
 AW2151  DESIGNATION -  B 1280
 AW2151  PID         -  AW2151
 AW2151  STATE/COUNTY-  TX/FORT BEND
 AW2151  USGS QUAD   -  RICHMOND NE (1980)
 AW2151
 AW2151                         *CURRENT SURVEY CONTROL
 AW2151  ___________________________________________________________________
 AW2151* NAD 83(1986)-  29 42 06.     (N)    095 45 35.     (W)     SCALED    
 AW2151* NAVD 88     -        30.820  (meters)     101.12   (feet)  ADJUSTED  
 AW2151  ___________________________________________________________________
 AW2151  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW2151  DYNAMIC HT  -          30.778 (meters)     100.98  (feet)  COMP
 AW2151  MODELED GRAV-     979,272.0   (mgal)                       NAVD 88
 AW2151
 AW2151  VERT ORDER  -  FIRST     CLASS II
 AW2151
 AW2151.The horizontal coordinates were scaled from a topographic map and have
 AW2151.an estimated accuracy of +/- 6 seconds.
 AW2151
 AW2151.The orthometric height was determined by differential leveling
 AW2151.and adjusted by the National Geodetic Survey in June 1991..
 AW2151
 AW2151.The geoid height was determined by GEOID03.
 AW2151
 AW2151.The dynamic height is computed by dividing the NAVD 88
 AW2151.geopotential number by the normal gravity value computed on the
 AW2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2151.degrees latitude (g = 980.6199 gals.).
 AW2151
 AW2151.The modeled gravity was interpolated from observed gravity values.
 AW2151
 AW2151;                    North         East    Units  Estimated Accuracy
 AW2151;SPC TXSC     - 4,211,410.      913,500.      MT  (+/- 180 meters Scaled)
 AW2151
 AW2151                          SUPERSEDED SURVEY CONTROL
 AW2151
 AW2151  NGVD 29 (12/23/87)   30.813  (m)          101.09   (f) ADJUSTED    1 2
 AW2151
 AW2151.Superseded values are not recommended for survey control.
 AW2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2151.See file dsdata.txt to determine how the superseded data were derived.
 AW2151
 AW2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN329889(NAD 83)
 AW2151_MARKER: DB = BENCH MARK DISK
 AW2151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2151_SP_SET: STAINLESS STEEL ROD
 AW2151_STAMPING: B 1280 1978
 AW2151_MARK LOGO: NGS   
 AW2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2151
 AW2151  HISTORY     - Date     Condition        Report By
 AW2151  HISTORY     - 1978     MONUMENTED       NGS
 AW2151  HISTORY     - 1986     GOOD             NGS
 AW2151  HISTORY     - 19901208 MARK NOT FOUND   USPSQD
 AW2151  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2151  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2151
 AW2151                          STATION DESCRIPTION
 AW2151
 AW2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2151'4.4 MI WEST FROM CLODINE.
 AW2151'ABOUT 0.2 MILE WEST ALONG ALIEF ROAD FROM THE JUNCTION OF FARM ROAD
 AW2151'1464 IN CLODINE, AND THENCE 4.2 MILES WEST ALONG FARM ROAD 1093, SET
 AW2151'AT A SHELL CROSS ROAD LEADING TO VIA RANCH, 62.5 FEET EAST OF THE
 AW2151'CENTERLINE OF THE CROSS ROAD, 44.5 FEET SOUTH OF THE CENTERLINE OF
 AW2151'THE FARM ROAD, 43 FEET NORTH OF THE NORTH RAIL OF THE SOUTHERN PACIFIC
 AW2151'RAILROAD, AND 2.5 FEET WEST OF TELEPHONE POLE NUMBER 895 WITH A GUY
 AW2151'WIRE.
 AW2151
 AW2151                          STATION RECOVERY (1986)
 AW2151
 AW2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2151'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT OMIT
 AW2151'62.5 FT EAST OF THE CENTERLINE OF THE CROSS ROAD, AND ADD 62.5 FT WEST
 AW2151'OF THE CENTERLINE OF THE CROSS ROAD.
 AW2151
 AW2151                          STATION RECOVERY (1990)
 AW2151
 AW2151'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW2151'MARK NOT FOUND.
 AW2151
 AW2151                          STATION RECOVERY (1993)
 AW2151
 AW2151'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2151'MARK NOT FOUND.
 AW2151
 AW2151                          STATION RECOVERY (2004)
 AW2151
 AW2151'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1868 ***********************************************************************
 BL1868  DESIGNATION -  B 1281
 BL1868  PID         -  BL1868
 BL1868  STATE/COUNTY-  TX/MONTGOMERY
 BL1868  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1868
 BL1868                         *CURRENT SURVEY CONTROL
 BL1868  ___________________________________________________________________
 BL1868* NAD 83(1986)-  30 10 54.     (N)    095 45 13.     (W)     SCALED    
 BL1868* NAVD 88     -        65.11   (+/-2cm)     213.6    (feet)  VERTCON   
 BL1868  ___________________________________________________________________
 BL1868  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1868
 BL1868  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1868
 BL1868.The horizontal coordinates were scaled from a topographic map and have
 BL1868.an estimated accuracy of +/- 6 seconds.
 BL1868
 BL1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1868.The vertical order pertains to the NGVD 29 superseded value.
 BL1868
 BL1868.The geoid height was determined by GEOID03.
 BL1868
 BL1868;                    North         East    Units  Estimated Accuracy
 BL1868;SPC TX C     - 3,066,170.    1,140,940.      MT  (+/- 180 meters Scaled)
 BL1868
 BL1868                          SUPERSEDED SURVEY CONTROL
 BL1868
 BL1868  NGVD 29 (04/06/79)   65.102  (m)          213.59   (f) ADJUSTED    1 2
 BL1868
 BL1868.Superseded values are not recommended for survey control.
 BL1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1868.See file dsdata.txt to determine how the superseded data were derived.
 BL1868
 BL1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP348421(NAD 83)
 BL1868_MARKER: DB = BENCH MARK DISK
 BL1868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1868_SP_SET: STAINLESS STEEL ROD
 BL1868_STAMPING: B 1281 1978
 BL1868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1868
 BL1868  HISTORY     - Date     Condition        Report By
 BL1868  HISTORY     - 1978     MONUMENTED       NGS
 BL1868  HISTORY     - 20050827 GOOD             GEOCAC
 BL1868
 BL1868                          STATION DESCRIPTION
 BL1868
 BL1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1868'2.1 MI SOUTH FROM MAGNOLIA.
 BL1868'0.1 MILE SOUTH ALONG FIFTH STREET FROM THE MAGNOLIA CONROE ROAD
 BL1868'CROSSING IN MAGNOLIA, THENCE 0.15 MILE SOUTHEAST ALONG COMMERCE
 BL1868'STREET, AND THENCE 1.85 MILES SOUTH ALONG NICHOLS SAW MILL ROAD.  SET
 BL1868'AT THE NORTHEAST CORNER OF THE CHAIN LINK FENCE AROUND SHADY BROOK
 BL1868'ACRES WATER WELL NUMBER 1, 55.5 FEET WEST OF THE CENTERLINE OF NICHOLS
 BL1868'SAW MILL ROAD, 40 FEET NORTH OF THE CENTER OF THE CHAIN LINK GATES,
 BL1868'AND 1.5 FEET WEST OF THE NORTHEAST CORNER OF THE FENCE.  DISK IS SET
 BL1868'LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 BL1868'PLASTIC SCREW PLUG.
 BL1868
 BL1868                          STATION RECOVERY (2005)
 BL1868
 BL1868'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1868'DISK IS NOW ABOUT 20 FEET SOUTH OF THE NORTHEAST CORNER OF THE FENCE,
 BL1868' 
 BL1868'1.5 FEET SOUTH OF A METAL WITNESS POST
 BL1868'LAT/LON BY HANDHELD GPS(NAD83) N30 10 50.3, W095 45 13.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1844 ***********************************************************************
 BL1844  DESIGNATION -  B 1282
 BL1844  PID         -  BL1844
 BL1844  STATE/COUNTY-  TX/HARRIS
 BL1844  USGS QUAD   -  WALLER (1980)
 BL1844
 BL1844                         *CURRENT SURVEY CONTROL
 BL1844  ___________________________________________________________________
 BL1844* NAD 83(1986)-  30 02 22.     (N)    095 52 41.     (W)     SCALED    
 BL1844* NAVD 88     -        73.17   (+/-2cm)     240.1    (feet)  VERTCON   
 BL1844  ___________________________________________________________________
 BL1844  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL1844
 BL1844  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1844
 BL1844.The horizontal coordinates were scaled from a topographic map and have
 BL1844.an estimated accuracy of +/- 6 seconds.
 BL1844
 BL1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1844.The vertical order pertains to the NGVD 29 superseded value.
 BL1844
 BL1844.The geoid height was determined by GEOID03.
 BL1844
 BL1844;                    North         East    Units  Estimated Accuracy
 BL1844;SPC TXSC     - 4,248,520.      901,050.      MT  (+/- 180 meters Scaled)
 BL1844
 BL1844                          SUPERSEDED SURVEY CONTROL
 BL1844
 BL1844  NGVD 29 (??/??/92)   73.164  (m)          240.04   (f) ADJ UNCH    1 2
 BL1844
 BL1844.Superseded values are not recommended for survey control.
 BL1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1844.See file dsdata.txt to determine how the superseded data were derived.
 BL1844
 BL1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP224266(NAD 83)
 BL1844_MARKER: DB = BENCH MARK DISK
 BL1844_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1844_SP_SET: STAINLESS STEEL ROD
 BL1844_STAMPING: B 1282 1978
 BL1844_MARK LOGO: NGS   
 BL1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1844
 BL1844  HISTORY     - Date     Condition        Report By
 BL1844  HISTORY     - 1978     MONUMENTED       NGS
 BL1844  HISTORY     - 1986     GOOD             NGS
 BL1844  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1844
 BL1844                          STATION DESCRIPTION
 BL1844
 BL1844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1844'3.2 MI SE FROM WALLER.
 BL1844'3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF
 BL1844'HIGHWAY 290 AND ALLIANCE STREET IN WALLER, 0.25 MILE NORTHWEST OF
 BL1844'A POWERLINE CROSSING THE ROAD, 143 FEET EAST AND ACROSS THE TRACKS
 BL1844'FROM AN UNDERGROUND CABLE MARKER POST, NUMBER 7, 75 FEET NORTHEAST
 BL1844'AND ACROSS THE TRACKS FROM TELEPHONE POLE NUMBER 22 BG, 57.8 FEET
 BL1844'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF HIGHWAY 290,
 BL1844'AND 25 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1.5 FEET NORTHWEST
 BL1844'OF A TELEPHONE POLE.  DISK IS SET LEVEL WITH THE GROUND, ACCESS TO
 BL1844'WHICH CAN BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1844
 BL1844                          STATION RECOVERY (1986)
 BL1844
 BL1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1844'RECOVERED IN GOOD CONDITION.
 BL1844
 BL1844                          STATION RECOVERY (1993)
 BL1844
 BL1844'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2367 ***********************************************************************
 BY2367  DESIGNATION -  B 1283
 BY2367  PID         -  BY2367
 BY2367  STATE/COUNTY-  TX/SHELBY
 BY2367  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY2367
 BY2367                         *CURRENT SURVEY CONTROL
 BY2367  ___________________________________________________________________
 BY2367* NAD 83(1986)-  31 58 02.     (N)    094 04 38.     (W)     SCALED    
 BY2367* NAVD 88     -        78.442  (meters)     257.36   (feet)  ADJUSTED  
 BY2367  ___________________________________________________________________
 BY2367  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BY2367  DYNAMIC HT  -          78.351 (meters)     257.06  (feet)  COMP
 BY2367  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 BY2367
 BY2367  VERT ORDER  -  FIRST     CLASS II
 BY2367
 BY2367.The horizontal coordinates were scaled from a topographic map and have
 BY2367.an estimated accuracy of +/- 6 seconds.
 BY2367
 BY2367.The orthometric height was determined by differential leveling
 BY2367.and adjusted by the National Geodetic Survey in June 1991..
 BY2367
 BY2367.The geoid height was determined by GEOID03.
 BY2367
 BY2367.The dynamic height is computed by dividing the NAVD 88
 BY2367.geopotential number by the normal gravity value computed on the
 BY2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2367.degrees latitude (g = 980.6199 gals.).
 BY2367
 BY2367.The modeled gravity was interpolated from observed gravity values.
 BY2367
 BY2367;                    North         East    Units  Estimated Accuracy
 BY2367;SPC TX C     - 3,271,670.    1,291,070.      MT  (+/- 180 meters Scaled)
 BY2367
 BY2367                          SUPERSEDED SURVEY CONTROL
 BY2367
 BY2367  NGVD 29 (??/??/??)   78.493  (m)          257.52   (f) ADJUSTED    1 2
 BY2367
 BY2367.Superseded values are not recommended for survey control.
 BY2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2367.See file dsdata.txt to determine how the superseded data were derived.
 BY2367
 BY2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR982373(NAD 83)
 BY2367_MARKER: DB = BENCH MARK DISK
 BY2367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2367_SP_SET: STAINLESS STEEL ROD
 BY2367_STAMPING: B 1283 1979
 BY2367_PROJECTION: RECESSED 5 CENTIMETERS
 BY2367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2367_ROD/PIPE-DEPTH: 6.10 meters
 BY2367
 BY2367  HISTORY     - Date     Condition        Report By
 BY2367  HISTORY     - 1979     MONUMENTED       NGS
 BY2367
 BY2367                          STATION DESCRIPTION
 BY2367
 BY2367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2367'1.2 MI WEST FROM JOAQUIN.
 BY2367'1.2 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE IN JOAQUIN,
 BY2367'AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH TO A PULP MILL, 80.6 FT.
 BY2367'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 46.0 FT. EAST OF THE
 BY2367'CENTERLINE OF THE ROAD, 8.0 FT. EAST OF A 6-INCH MIMOSA TREE.  DISK IS
 BY2367'5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BY2367'SCREW PLUG.
 BY2367'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BY2367'THE MARK IS 6 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2376 ***********************************************************************
 BY2376  DESIGNATION -  B 1284
 BY2376  PID         -  BY2376
 BY2376  STATE/COUNTY-  TX/SHELBY
 BY2376  USGS QUAD   -  TENAHA WEST (1984)
 BY2376
 BY2376                         *CURRENT SURVEY CONTROL
 BY2376  ___________________________________________________________________
 BY2376* NAD 83(1986)-  31 56 27.     (N)    094 15 01.     (W)     SCALED    
 BY2376* NAVD 88     -       106.780  (meters)     350.33   (feet)  ADJUSTED  
 BY2376  ___________________________________________________________________
 BY2376  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BY2376  DYNAMIC HT  -         106.654 (meters)     349.91  (feet)  COMP
 BY2376  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 BY2376  OBS GRAVITY -     979,453.3   (mgal)                       GRAV_OBS
 BY2376
 BY2376  VERT ORDER  -  FIRST     CLASS II
 BY2376
 BY2376.The horizontal coordinates were scaled from a topographic map and have
 BY2376.an estimated accuracy of +/- 6 seconds.
 BY2376
 BY2376.The orthometric height was determined by differential leveling
 BY2376.and adjusted by the National Geodetic Survey in June 1991..
 BY2376
 BY2376.The geoid height was determined by GEOID03.
 BY2376
 BY2376.The dynamic height is computed by dividing the NAVD 88
 BY2376.geopotential number by the normal gravity value computed on the
 BY2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2376.degrees latitude (g = 980.6199 gals.).
 BY2376
 BY2376.The modeled gravity was interpolated from observed gravity values.
 BY2376.The observed gravity was obtained from relative gravimeter ties
 BY2376.to the IGSN71 gravity network.
 BY2376
 BY2376;                    North         East    Units  Estimated Accuracy
 BY2376;SPC TX C     - 3,267,840.    1,274,900.      MT  (+/- 180 meters Scaled)
 BY2376
 BY2376                          SUPERSEDED SURVEY CONTROL
 BY2376
 BY2376  NGVD 29 (??/??/??)  106.826  (m)          350.48   (f) ADJUSTED    1 2
 BY2376
 BY2376.Superseded values are not recommended for survey control.
 BY2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2376.See file dsdata.txt to determine how the superseded data were derived.
 BY2376
 BY2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR818345(NAD 83)
 BY2376_MARKER: I = METAL ROD
 BY2376_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2376_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2376_STAMPING: B 1284 1979
 BY2376_PROJECTION: FLUSH
 BY2376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2376+STABILITY: POSITION/ELEVATION WELL
 BY2376_ROD/PIPE-DEPTH: 8.53 meters
 BY2376_SLEEVE-DEPTH  : 7.32 meters
 BY2376
 BY2376  HISTORY     - Date     Condition        Report By
 BY2376  HISTORY     - 1979     MONUMENTED       NGS
 BY2376  HISTORY     - 1980     GOOD             NGS
 BY2376
 BY2376                          STATION DESCRIPTION
 BY2376
 BY2376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2376'200
 BY2376'IN TENAHA, 0.25 MILE SOUTHEAST ALONG RAILROAD STREET FROM THE
 BY2376'SOUTHWEST CORNER OF THE DOWNTOWN SQUARE, AT THE SANTA FE RAILROAD
 BY2376'STATION, 150.0 FT. SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN
 BY2376'PACIFIC RAILROAD, 147.0 FT. SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 BY2376'SANTA FE RAILROAD, 113.0 FT. SOUTHEAST OF THE NORTHEAST CORNER OF
 BY2376'THE STATION, 100.0 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BY2376'STATION, 10.0 FT. SOUTHEAST OF THE NORTHEAST CORNER OF A CHAIN LINK
 BY2376'FENCE AROUND A MICROWAVE TOWER, 9.5 FT. NORTHEAST OF THE SOUTHEAST
 BY2376'CORNER OF THE FENCE.  DATUM POINT IS 4 INCHES BELOW GROUND, ACCESS TO
 BY2376'WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BY2376'THE MARK IS 1.5 FT  NW FROM A WITNESS POST.
 BY2376'THE MARK IS 1 FT ABOVE RAILROAD STREET.
 BY2376
 BY2376                          STATION RECOVERY (1980)
 BY2376
 BY2376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2376'NOTE-THIS JUNCTION MARK IS DESCRIBED IN NGVD LINE 311, L24542.L1.HAFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1985 ***********************************************************************
 BK1985  DESIGNATION -  B 1285
 BK1985  PID         -  BK1985
 BK1985  STATE/COUNTY-  TX/ORANGE
 BK1985  USGS QUAD   -  ORANGEFIELD (1974)
 BK1985
 BK1985                         *CURRENT SURVEY CONTROL
 BK1985  ___________________________________________________________________
 BK1985* NAD 83(1986)-  30 07 05.     (N)    093 48 28.     (W)     SCALED    
 BK1985* NAVD 88     -         3.586  (meters)      11.77   (feet)  ADJUSTED  
 BK1985  ___________________________________________________________________
 BK1985  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1985  DYNAMIC HT  -           3.581 (meters)      11.75  (feet)  COMP
 BK1985  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 BK1985
 BK1985  VERT ORDER  -  FIRST     CLASS II
 BK1985
 BK1985.The horizontal coordinates were scaled from a topographic map and have
 BK1985.an estimated accuracy of +/- 6 seconds.
 BK1985
 BK1985.The orthometric height was determined by differential leveling
 BK1985.and adjusted by the National Geodetic Survey in June 1991..
 BK1985
 BK1985.The geoid height was determined by GEOID03.
 BK1985
 BK1985.The dynamic height is computed by dividing the NAVD 88
 BK1985.geopotential number by the normal gravity value computed on the
 BK1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1985.degrees latitude (g = 980.6199 gals.).
 BK1985
 BK1985.The modeled gravity was interpolated from observed gravity values.
 BK1985
 BK1985;                    North         East    Units  Estimated Accuracy
 BK1985;SPC TX C     - 3,068,480.    1,328,520.      MT  (+/- 180 meters Scaled)
 BK1985
 BK1985                          SUPERSEDED SURVEY CONTROL
 BK1985
 BK1985  NGVD 29 (??/??/??)    3.542  (m)           11.62   (f) ADJUSTED    1 2
 BK1985
 BK1985.Superseded values are not recommended for survey control.
 BK1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1985.See file dsdata.txt to determine how the superseded data were derived.
 BK1985
 BK1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP221321(NAD 83)
 BK1985_MARKER: I = METAL ROD
 BK1985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1985_SP_SET: STAINLESS STEEL ROD
 BK1985_STAMPING: B 1285 1979
 BK1985_PROJECTION: FLUSH
 BK1985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1985+STABILITY: POSITION/ELEVATION WELL
 BK1985_ROD/PIPE-DEPTH: 6.10 meters
 BK1985
 BK1985  HISTORY     - Date     Condition        Report By
 BK1985  HISTORY     - 1979     MONUMENTED       NGS
 BK1985  HISTORY     - 1988     GOOD             USPSQD
 BK1985  HISTORY     - 19880926 GOOD             USPSQD
 BK1985  HISTORY     - 1989     GOOD             USPSQD
 BK1985  HISTORY     - 19960427 GOOD             USPSQD
 BK1985  HISTORY     - 20010331 GOOD             USPSQD
 BK1985  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1985
 BK1985                          STATION DESCRIPTION
 BK1985
 BK1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1985'5.2 MI NW FROM ORANGE.
 BK1985'2.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN
 BK1985'ORANGE, THENCE 2.35 MILES NORTHWEST ALONG THE MISSOURI PACIFIC
 BK1985'RAILROAD, THENCE 0.05 MILE WEST ALONG AN ASPHALT ROAD, AT THE GREEN
 BK1985'TWO STORY PARTEX CONSTRUCTION COMPANY BUILDING, 34.0 FT. NORTH OF THE
 BK1985'CENTERLINE OF THE ROAD, 139.0 FT. EAST OF A POWERLINE POLE WITH TWO
 BK1985'TRANSFORMERS, 3.6 FT. NORTH OF A STEEL I-BEAM SUPPORTING 5 GUY WIRES
 BK1985'FOR A RADIO TOWER, 67.4 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BK1985'BUILDING, 60.0 FT. SOUTH OF A RADIO TOWER.  DISK IS 4 INCHES BELOW
 BK1985'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1985'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 BK1985
 BK1985                          STATION RECOVERY (1988)
 BK1985
 BK1985'RECOVERY NOTE BY US POWER SQUADRON 1988 (GBW)
 BK1985'RECOVERED IN GOOD CONDITION.
 BK1985
 BK1985                          STATION RECOVERY (1988)
 BK1985
 BK1985'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1985'RECOVERED IN GOOD CONDITION.
 BK1985
 BK1985                          STATION RECOVERY (1989)
 BK1985
 BK1985'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1985'RECOVERED IN GOOD CONDITION.
 BK1985
 BK1985                          STATION RECOVERY (1996)
 BK1985
 BK1985'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1985'RECOVERED IN GOOD CONDITION.
 BK1985
 BK1985                          STATION RECOVERY (2001)
 BK1985
 BK1985'RECOVERY NOTE BY US POWER SQUADRON 2001 (WDC)
 BK1985'RECOVERED IN GOOD CONDITION.
 BK1985
 BK1985                          STATION RECOVERY (2004)
 BK1985
 BK1985'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1985'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2397 ***********************************************************************
 BY2397  DESIGNATION -  B 1286
 BY2397  PID         -  BY2397
 BY2397  STATE/COUNTY-  TX/SHELBY
 BY2397  USGS QUAD   -  NEUVILLE (1984)
 BY2397
 BY2397                         *CURRENT SURVEY CONTROL
 BY2397  ___________________________________________________________________
 BY2397* NAD 83(1986)-  31 38 56.     (N)    094 09 16.     (W)     SCALED    
 BY2397* NAVD 88     -       131.523  (meters)     431.50   (feet)  ADJUSTED  
 BY2397  ___________________________________________________________________
 BY2397  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY2397  DYNAMIC HT  -         131.364 (meters)     430.98  (feet)  COMP
 BY2397  MODELED GRAV-     979,427.0   (mgal)                       NAVD 88
 BY2397
 BY2397  VERT ORDER  -  FIRST     CLASS II
 BY2397
 BY2397.The horizontal coordinates were scaled from a topographic map and have
 BY2397.an estimated accuracy of +/- 6 seconds.
 BY2397
 BY2397.The orthometric height was determined by differential leveling
 BY2397.and adjusted by the National Geodetic Survey in June 1991..
 BY2397
 BY2397.The geoid height was determined by GEOID03.
 BY2397
 BY2397.The dynamic height is computed by dividing the NAVD 88
 BY2397.geopotential number by the normal gravity value computed on the
 BY2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2397.degrees latitude (g = 980.6199 gals.).
 BY2397
 BY2397.The modeled gravity was interpolated from observed gravity values.
 BY2397
 BY2397;                    North         East    Units  Estimated Accuracy
 BY2397;SPC TX C     - 3,236,020.    1,285,740.      MT  (+/- 180 meters Scaled)
 BY2397
 BY2397                          SUPERSEDED SURVEY CONTROL
 BY2397
 BY2397  NGVD 29 (??/??/??)  131.557  (m)          431.62   (f) ADJUSTED    1 2
 BY2397
 BY2397.Superseded values are not recommended for survey control.
 BY2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2397.See file dsdata.txt to determine how the superseded data were derived.
 BY2397
 BY2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR905020(NAD 83)
 BY2397_MARKER: DB = BENCH MARK DISK
 BY2397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2397_SP_SET: STAINLESS STEEL ROD
 BY2397_STAMPING: B 1286 1979
 BY2397_PROJECTION: RECESSED 5 CENTIMETERS
 BY2397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2397_ROD/PIPE-DEPTH: 4.57 meters
 BY2397
 BY2397  HISTORY     - Date     Condition        Report By
 BY2397  HISTORY     - 1979     MONUMENTED       NGS
 BY2397
 BY2397                          STATION DESCRIPTION
 BY2397
 BY2397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2397'8.35 MI NORTH FROM SAN AUGUSTINE.
 BY2397'8.35 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2397'HIGHWAY 21 IN SAN AUGUSTINE, AT A METAL GATE AND A TRACK ROAD LEADING
 BY2397'WEST INTO A PASTURE AND CORRAL, 111.0 FT. EAST OF THE SOUTHEAST
 BY2397'CORNER OF THE CATTLE CORRAL, 74.0 FT. WEST OF THE CENTERLINE OF
 BY2397'THE HIGHWAY, 18.0 FT. SOUTH OF THE CENTER OF THE METAL GATE, 2.0 FT.
 BY2397'NORTH OF A CREOSOTED POST MARKED 570 SPL.  DISK IS 4 INCHES BELOW
 BY2397'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2397'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 BY2397'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2384 ***********************************************************************
 BX2384  DESIGNATION -  B 1287
 BX2384  PID         -  BX2384
 BX2384  STATE/COUNTY-  TX/SABINE
 BX2384  USGS QUAD   -  PINELAND NORTH (1984)
 BX2384
 BX2384                         *CURRENT SURVEY CONTROL
 BX2384  ___________________________________________________________________
 BX2384* NAD 83(1986)-  31 15 35.     (N)    093 59 19.     (W)     SCALED    
 BX2384* NAVD 88     -        80.626  (meters)     264.52   (feet)  ADJUSTED  
 BX2384  ___________________________________________________________________
 BX2384  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BX2384  DYNAMIC HT  -          80.524 (meters)     264.19  (feet)  COMP
 BX2384  MODELED GRAV-     979,371.4   (mgal)                       NAVD 88
 BX2384
 BX2384  VERT ORDER  -  FIRST     CLASS II
 BX2384
 BX2384.The horizontal coordinates were scaled from a topographic map and have
 BX2384.an estimated accuracy of +/- 6 seconds.
 BX2384
 BX2384.The orthometric height was determined by differential leveling
 BX2384.and adjusted by the National Geodetic Survey in June 1991..
 BX2384
 BX2384.The geoid height was determined by GEOID03.
 BX2384
 BX2384.The dynamic height is computed by dividing the NAVD 88
 BX2384.geopotential number by the normal gravity value computed on the
 BX2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2384.degrees latitude (g = 980.6199 gals.).
 BX2384
 BX2384.The modeled gravity was interpolated from observed gravity values.
 BX2384
 BX2384;                    North         East    Units  Estimated Accuracy
 BX2384;SPC TX C     - 3,193,830.    1,303,910.      MT  (+/- 180 meters Scaled)
 BX2384
 BX2384                          SUPERSEDED SURVEY CONTROL
 BX2384
 BX2384  NGVD 29 (??/??/??)   80.641  (m)          264.57   (f) ADJUSTED    1 2
 BX2384
 BX2384.Superseded values are not recommended for survey control.
 BX2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2384.See file dsdata.txt to determine how the superseded data were derived.
 BX2384
 BX2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ058588(NAD 83)
 BX2384_MARKER: DB = BENCH MARK DISK
 BX2384_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2384_SP_SET: STAINLESS STEEL ROD
 BX2384_STAMPING: B 1287 1979
 BX2384_PROJECTION: RECESSED 3 CENTIMETERS
 BX2384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2384+STABILITY: POSITION/ELEVATION WELL
 BX2384_ROD/PIPE-DEPTH: 6.10 meters
 BX2384
 BX2384  HISTORY     - Date     Condition        Report By
 BX2384  HISTORY     - 1979     MONUMENTED       NGS
 BX2384
 BX2384                          STATION DESCRIPTION
 BX2384
 BX2384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2384'0.8 MI NNW FROM PINELAND.
 BX2384'0.8 MILE NORTH-NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF
 BX2384'FARM ROAD 83 IN PINELAND, AT A PRIVATE DRIVE LEADING WEST TO THE
 BX2384'MERLE GREER COMPANY INCORPORATED OFFICE BUILDING, 106.0 FT. WEST
 BX2384'OF THE CENTERLINE OF THE HIGHWAY, 82.0 FT. NORTHWEST OF THE NORTHEAST
 BX2384'CORNER OF THE BUILDING, 66.0 FT. NORTH-NORTHWEST OF THE NORTHWEST
 BX2384'CORNER OF THE BUILDING, 45.0 FT. NORTHEAST OF THE CENTER OF A 6-FT.
 BX2384'HIGH CHAIN LINK GATE, 27.5 FT. WEST OF THE NORTHEAST CORNER OF A
 BX2384'CHAIN LINK FENCE, 3.0 FT. WEST-NORTHWEST OF A POWERLINE POLE WITH
 BX2384'TWO TRANSFORMERS.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS
 BX2384'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2384'THE MARK IS 13 FT  S FROM A WITNESS POST.
 BX2384'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1957 ***********************************************************************
 BK1957  DESIGNATION -  B 1288
 BK1957  PID         -  BK1957
 BK1957  STATE/COUNTY-  TX/JASPER
 BK1957  USGS QUAD   -  CALL JUNCTION (1984)
 BK1957
 BK1957                         *CURRENT SURVEY CONTROL
 BK1957  ___________________________________________________________________
 BK1957* NAD 83(1986)-  30 31 33.     (N)    093 56 21.     (W)     SCALED    
 BK1957* NAVD 88     -        31.156  (meters)     102.22   (feet)  ADJUSTED  
 BK1957  ___________________________________________________________________
 BK1957  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BK1957  DYNAMIC HT  -          31.116 (meters)     102.09  (feet)  COMP
 BK1957  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BK1957
 BK1957  VERT ORDER  -  FIRST     CLASS II
 BK1957
 BK1957.The horizontal coordinates were scaled from a topographic map and have
 BK1957.an estimated accuracy of +/- 6 seconds.
 BK1957
 BK1957.The orthometric height was determined by differential leveling
 BK1957.and adjusted by the National Geodetic Survey in June 1991..
 BK1957
 BK1957.The geoid height was determined by GEOID03.
 BK1957
 BK1957.The dynamic height is computed by dividing the NAVD 88
 BK1957.geopotential number by the normal gravity value computed on the
 BK1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1957.degrees latitude (g = 980.6199 gals.).
 BK1957
 BK1957.The modeled gravity was interpolated from observed gravity values.
 BK1957
 BK1957;                    North         East    Units  Estimated Accuracy
 BK1957;SPC TX C     - 3,112,870.    1,313,280.      MT  (+/- 180 meters Scaled)
 BK1957
 BK1957                          SUPERSEDED SURVEY CONTROL
 BK1957
 BK1957  NGVD 29 (??/??/??)   31.134  (m)          102.15   (f) ADJUSTED    1 2
 BK1957
 BK1957.Superseded values are not recommended for survey control.
 BK1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1957.See file dsdata.txt to determine how the superseded data were derived.
 BK1957
 BK1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP098774(NAD 83)
 BK1957_MARKER: I = METAL ROD
 BK1957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1957_SP_SET: STAINLESS STEEL ROD
 BK1957_STAMPING: B 1288 1979
 BK1957_PROJECTION: FLUSH
 BK1957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1957+STABILITY: POSITION/ELEVATION WELL
 BK1957_ROD/PIPE-DEPTH: 6.40 meters
 BK1957
 BK1957  HISTORY     - Date     Condition        Report By
 BK1957  HISTORY     - 1979     MONUMENTED       NGS
 BK1957  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1957
 BK1957                          STATION DESCRIPTION
 BK1957
 BK1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1957'5.85 MI NE FROM BUNA.
 BK1957'5.85 MILES NORTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BK1957'HIGHWAY 62 IN BUNA, AT THE NORTHWEST CORNER OF A SMALL USED CAR LOT,
 BK1957'89.5 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 25.5 FT. EAST OF A
 BK1957'CORNER FENCE POST, 10.6 FT. WEST OF THE NORTHERNMOST ONE OF TWO
 BK1957'18-INCH PINE TREES, 1.0 FT. SOUTH OF A FENCE LINE, 47.0 FT.
 BK1957'EAST-NORTHEAST OF POWERLINE POLE NUMBER B100.  DISK IS 4 INCHES BELOW
 BK1957'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1957'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BK1957'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 BK1957
 BK1957                          STATION RECOVERY (2004)
 BK1957
 BK1957'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1930 ***********************************************************************
 BK1930  DESIGNATION -  B 1289
 BK1930  PID         -  BK1930
 BK1930  STATE/COUNTY-  TX/JASPER
 BK1930  USGS QUAD   -  JASPER EAST (1984)
 BK1930
 BK1930                         *CURRENT SURVEY CONTROL
 BK1930  ___________________________________________________________________
 BK1930* NAD 83(1993)-  30 53 39.29266(N)    093 59 32.83736(W)     ADJUSTED  
 BK1930* NAVD 88     -        59.942  (meters)     196.66   (feet)  ADJUSTED  
 BK1930  ___________________________________________________________________
 BK1930  X           -    -381,409.669 (meters)                     COMP
 BK1930  Y           -  -5,464,753.995 (meters)                     COMP
 BK1930  Z           -   3,255,854.472 (meters)                     COMP
 BK1930  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 BK1930  ELLIP HEIGHT-          32.03  (meters)          (09/06/01) GPS OBS
 BK1930  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BK1930  DYNAMIC HT  -          59.864 (meters)     196.40  (feet)  COMP
 BK1930  MODELED GRAV-     979,340.2   (mgal)                       NAVD 88
 BK1930
 BK1930  HORZ ORDER  -  FIRST
 BK1930  VERT ORDER  -  FIRST     CLASS II
 BK1930  ELLP ORDER  -  FOURTH    CLASS II
 BK1930
 BK1930.This mark is at Jasper Co-Bell Fld (JAS) Airport (JAS)
 BK1930
 BK1930.The horizontal coordinates were established by GPS observations
 BK1930.and adjusted by the National Geodetic Survey in March 1998..
 BK1930
 BK1930.The orthometric height was determined by differential leveling
 BK1930.and adjusted by the National Geodetic Survey in June 1991..
 BK1930
 BK1930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1930
 BK1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1930
 BK1930.The ellipsoidal height was determined by GPS observations
 BK1930.and is referenced to NAD 83.
 BK1930
 BK1930.The geoid height was determined by GEOID03.
 BK1930
 BK1930.The dynamic height is computed by dividing the NAVD 88
 BK1930.geopotential number by the normal gravity value computed on the
 BK1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1930.degrees latitude (g = 980.6199 gals.).
 BK1930
 BK1930.The modeled gravity was interpolated from observed gravity values.
 BK1930
 BK1930;                    North         East     Units Scale Factor Converg.
 BK1930;SPC TX C     - 3,153,355.133 1,305,849.342   MT  0.99988348   +3 15 57.3
 BK1930;SPC TX C     -10,345,632.63  4,284,274.05   sFT  0.99988348   +3 15 57.3
 BK1930;UTM  15      - 3,418,303.876   405,147.592   MT  0.99971098   -0 30 34.6
 BK1930
 BK1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1930!SPC TX C     -   0.99999497  x   0.99988348  =   0.99987845
 BK1930!UTM  15      -   0.99999497  x   0.99971098  =   0.99970595
 BK1930
 BK1930                          SUPERSEDED SURVEY CONTROL
 BK1930
 BK1930  ELLIP H (03/06/98)   32.17   (m)                       GP(       ) 4 2
 BK1930  NGVD 29 (??/??/??)   59.935  (m)          196.64   (f) ADJUSTED    1 2
 BK1930
 BK1930.Superseded values are not recommended for survey control.
 BK1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1930.See file dsdata.txt to determine how the superseded data were derived.
 BK1930
 BK1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0514818304(NAD 83)
 BK1930_MARKER: DB = BENCH MARK DISK
 BK1930_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1930_SP_SET: STAINLESS STEEL ROD
 BK1930_STAMPING: B 1289 1979
 BK1930_MARK LOGO: NGS   
 BK1930_PROJECTION: RECESSED 15 CENTIMETERS
 BK1930_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1930+STABILITY: POSITION/ELEVATION WELL
 BK1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1930+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1997
 BK1930_ROD/PIPE-DEPTH: 7.62 meters
 BK1930_SLEEVE-DEPTH  : 1 meters
 BK1930
 BK1930  HISTORY     - Date     Condition        Report By
 BK1930  HISTORY     - 1979     MONUMENTED       NGS
 BK1930  HISTORY     - 19970326 GOOD             NGS
 BK1930  HISTORY     - 20040725 GOOD             USPSQD
 BK1930
 BK1930                          STATION DESCRIPTION
 BK1930
 BK1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1930'1.2 MI SOUTH FROM JASPER.
 BK1930'1.2 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1930'HIGHWAY 190 IN JASPER, AT THE SOUTHWEST CORNER OF AN EXXON GAS COMPANY
 BK1930'COMPOUND, 97.6 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 43.4 FT.
 BK1930'NORTH OF THE CENTERLINE OF A PAVED ROAD LEADING EAST, 1.0 FT. EAST OF
 BK1930'A CYCLONE FENCE, 2.0 FT. NORTH OF A CORNER FENCE POST, 46.5 FT. EAST
 BK1930'OF A GUYED POWERLINE POLE WITH TRANSFORMER, 63.5 FT. SOUTH OF THE
 BK1930'CENTER OF A SWINGING WIRE GATE.  DISK IS 5 INCHES BELOW GROUND, ACCESS
 BK1930'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1930'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BK1930'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BK1930
 BK1930                          STATION RECOVERY (1997)
 BK1930
 BK1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BK1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 26 MAR 1997 (WCW) .
 BK1930'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH ADDITIONAL TIES AS
 BK1930'FOLLOWS.  THE MARK IS 26.5 M (86.9 FT) NORTH NORTHEAST FROM A FIRE
 BK1930'HYDRANT, 13.2 M (43.3 FT) NORTH OF THE CENTER OF ASPHALT ROAD WALNUT
 BK1930'RUN DRIVE WHICH LEADS EAST, 9.1 M (29.9 FT) EAST NORTHEAST FROM A
 BK1930'SANITARY MANHOLE, AT THE SOUTHEAST END OF A CONCRETE PARKING AREA.
 BK1930
 BK1930                          STATION RECOVERY (2004)
 BK1930
 BK1930'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1930'REMOVE REFERENCE TO AIRPORT.  EXXON GAS IS NOW BILL DOVER,
 BK1930'DISTRIBUTOR, RESELLER OF EXXON MOBIL LUBRICANTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2517 ***********************************************************************
 BY2517  DESIGNATION -  B 1289 A
 BY2517  PID         -  BY2517
 BY2517  STATE/COUNTY-  TX/NACOGDOCHES
 BY2517  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY2517
 BY2517                         *CURRENT SURVEY CONTROL
 BY2517  ___________________________________________________________________
 BY2517* NAD 83(1986)-  31 41 45.     (N)    094 42 40.     (W)     SCALED    
 BY2517* NAVD 88     -       160.058  (meters)     525.12   (feet)  ADJUSTED  
 BY2517  ___________________________________________________________________
 BY2517  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BY2517  DYNAMIC HT  -         159.861 (meters)     524.48  (feet)  COMP
 BY2517  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 BY2517
 BY2517  VERT ORDER  -  FIRST     CLASS II
 BY2517
 BY2517.The horizontal coordinates were scaled from a topographic map and have
 BY2517.an estimated accuracy of +/- 6 seconds.
 BY2517
 BY2517.The orthometric height was determined by differential leveling
 BY2517.and adjusted by the National Geodetic Survey in June 1991..
 BY2517
 BY2517.The geoid height was determined by GEOID03.
 BY2517
 BY2517.The dynamic height is computed by dividing the NAVD 88
 BY2517.geopotential number by the normal gravity value computed on the
 BY2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2517.degrees latitude (g = 980.6199 gals.).
 BY2517
 BY2517.The modeled gravity was interpolated from observed gravity values.
 BY2517
 BY2517;                    North         East    Units  Estimated Accuracy
 BY2517;SPC TX C     - 3,238,420.    1,232,760.      MT  (+/- 180 meters Scaled)
 BY2517
 BY2517                          SUPERSEDED SURVEY CONTROL
 BY2517
 BY2517.No superseded survey control is available for this station.
 BY2517
 BY2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR378079(NAD 83)
 BY2517_MARKER: DB = BENCH MARK DISK
 BY2517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2517_SP_SET: STAINLESS STEEL ROD
 BY2517_STAMPING: B 1289 A 1979
 BY2517_PROJECTION: FLUSH
 BY2517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2517_ROD/PIPE-DEPTH: 3.05 meters
 BY2517
 BY2517  HISTORY     - Date     Condition        Report By
 BY2517  HISTORY     - 1979     MONUMENTED       NGS
 BY2517  HISTORY     - 19980919 GOOD             USPSQD
 BY2517
 BY2517                          STATION DESCRIPTION
 BY2517
 BY2517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2517'9.6 MI NW FROM NACOGDOCHES.
 BY2517'9.6 MILES NORTHWEST ALONG FARM ROAD 1638 FROM THE JUNCTION OF U.S.
 BY2517'HIGHWAY 59 IN NACOGDOCHES, 0.15 MILE SOUTH OF THE JUNCTION OF A FARM
 BY2517'ROAD, AT THE T-JUNCTION OF TW0 FENCES, 116.5 FT. SOUTHEAST AND ACROSS
 BY2517'THE ROAD FROM A POWERLINE POLE WITH THREE TRANSFORMERS, 41.5 FT. EAST
 BY2517'OF THE CENTERLINE OF THE ROAD, 2.2 FT. NORTH OF THE CORNER POST OF 2
 BY2517'FENCES, 0.8 FT. WEST OF A FENCE.  DISK IS 3 INCHES BELOW GROUND,
 BY2517'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2517'THE MARK IS 1.8 FT  S FROM A WITNESS POST.
 BY2517'THE MARK IS 2 FT ABOVE THE ROAD.
 BY2517
 BY2517                          STATION RECOVERY (1998)
 BY2517
 BY2517'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0081 ***********************************************************************
 AE0081  DESIGNATION -  B 129
 AE0081  PID         -  AE0081
 AE0081  STATE/COUNTY-  TX/JIM HOGG
 AE0081  USGS QUAD   -  SANTA ELENA NW (1972)
 AE0081
 AE0081                         *CURRENT SURVEY CONTROL
 AE0081  ___________________________________________________________________
 AE0081* NAD 83(1986)-  26 52 42.     (N)    098 29 20.     (W)     SCALED    
 AE0081* NAVD 88     -        99.322  (meters)     325.86   (feet)  ADJUSTED  
 AE0081  ___________________________________________________________________
 AE0081  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AE0081  DYNAMIC HT  -          99.161 (meters)     325.33  (feet)  COMP
 AE0081  MODELED GRAV-     979,024.5   (mgal)                       NAVD 88
 AE0081
 AE0081  VERT ORDER  -  SECOND    CLASS 0
 AE0081
 AE0081.The horizontal coordinates were scaled from a topographic map and have
 AE0081.an estimated accuracy of +/- 6 seconds.
 AE0081
 AE0081.The orthometric height was determined by differential leveling
 AE0081.and adjusted by the National Geodetic Survey in June 1991..
 AE0081
 AE0081.The geoid height was determined by GEOID03.
 AE0081
 AE0081.The dynamic height is computed by dividing the NAVD 88
 AE0081.geopotential number by the normal gravity value computed on the
 AE0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0081.degrees latitude (g = 980.6199 gals.).
 AE0081
 AE0081.The modeled gravity was interpolated from observed gravity values.
 AE0081
 AE0081;                    North         East    Units  Estimated Accuracy
 AE0081;SPC TX S     - 5,134,240.      301,100.      MT  (+/- 180 meters Scaled)
 AE0081
 AE0081                          SUPERSEDED SURVEY CONTROL
 AE0081
 AE0081  NGVD 29 (??/??/92)   99.374  (m)          326.03   (f) ADJ UNCH    2 0
 AE0081
 AE0081.Superseded values are not recommended for survey control.
 AE0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0081.See file dsdata.txt to determine how the superseded data were derived.
 AE0081
 AE0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ507730(NAD 83)
 AE0081_MARKER: DB = BENCH MARK DISK
 AE0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0081_STAMPING: B 129 1933
 AE0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0081+STABILITY: SURFACE MOTION
 AE0081
 AE0081  HISTORY     - Date     Condition        Report By
 AE0081  HISTORY     - 1933     MONUMENTED       CGS
 AE0081  HISTORY     - 1934     GOOD             NGS
 AE0081
 AE0081                          STATION DESCRIPTION
 AE0081
 AE0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AE0081'35.0 MI SE FROM HEBBRONVILLE.
 AE0081'ALONG ALTA VISTA - SANTA ELENA MAIL ROAD 4.0 MILES NORTH OF PARTICION
 AE0081'RANCHO 12.7 MILES SOUTH OF ALTA VISTA AND 9.5 MILES NORTH OF SANTA
 AE0081'ELENA, 80 FEET EAST OF NORTH-SOUTH FENCE AND 22 FEET WEST OF ROAD. THE
 AE0081'ROAD AT THIS POINT AMOUNTS TO NOTHING MORE THAN TRACKS IN THE SAND
 AE0081'WHICH FORK AT THIS POINT ONE GOING NORTHWEST TO A POINT 0.2 MILES
 AE0081'NORTH OF THE MARK WHERE IT JOINS THE MAIN TRACK RUNNING DUE NORTH. THE
 AE0081'MARK IS ABOUT DUE EAST OF A RATHER THICK CLUMP OF MESQUITE BUSHES
 AE0081'ABOUT 75 FEET IN DIAMETER.
 AE0081
 AE0081                          STATION RECOVERY (1934)
 AE0081
 AE0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AE0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2490 ***********************************************************************
 BY2490  DESIGNATION -  B 1290
 BY2490  PID         -  BY2490
 BY2490  STATE/COUNTY-  TX/CHEROKEE
 BY2490  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY2490
 BY2490                         *CURRENT SURVEY CONTROL
 BY2490  ___________________________________________________________________
 BY2490* NAD 83(1986)-  31 53 38.     (N)    095 08 53.     (W)     SCALED    
 BY2490* NAVD 88     -       107.256  (meters)     351.89   (feet)  ADJUSTED  
 BY2490  ___________________________________________________________________
 BY2490  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY2490  DYNAMIC HT  -         107.127 (meters)     351.47  (feet)  COMP
 BY2490  MODELED GRAV-     979,435.1   (mgal)                       NAVD 88
 BY2490
 BY2490  VERT ORDER  -  FIRST     CLASS II
 BY2490
 BY2490.The horizontal coordinates were scaled from a topographic map and have
 BY2490.an estimated accuracy of +/- 6 seconds.
 BY2490
 BY2490.The orthometric height was determined by differential leveling
 BY2490.and adjusted by the National Geodetic Survey in June 1991..
 BY2490
 BY2490.The geoid height was determined by GEOID03.
 BY2490
 BY2490.The dynamic height is computed by dividing the NAVD 88
 BY2490.geopotential number by the normal gravity value computed on the
 BY2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2490.degrees latitude (g = 980.6199 gals.).
 BY2490
 BY2490.The modeled gravity was interpolated from observed gravity values.
 BY2490
 BY2490;                    North         East    Units  Estimated Accuracy
 BY2490;SPC TX C     - 3,258,340.    1,190,360.      MT  (+/- 180 meters Scaled)
 BY2490
 BY2490                          SUPERSEDED SURVEY CONTROL
 BY2490
 BY2490.No superseded survey control is available for this station.
 BY2490
 BY2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR968306(NAD 83)
 BY2490_MARKER: DB = BENCH MARK DISK
 BY2490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2490_SP_SET: STAINLESS STEEL ROD
 BY2490_STAMPING: B 1290 1980
 BY2490_PROJECTION: RECESSED 5 CENTIMETERS
 BY2490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2490_ROD/PIPE-DEPTH: 7.62 meters
 BY2490
 BY2490  HISTORY     - Date     Condition        Report By
 BY2490  HISTORY     - 1980     MONUMENTED       NGS
 BY2490  HISTORY     - 19910420 GOOD             USPSQD
 BY2490  HISTORY     - 19960420 GOOD             USPSQD
 BY2490  HISTORY     - 20040605 GOOD             USPSQD
 BY2490
 BY2490                          STATION DESCRIPTION
 BY2490
 BY2490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2490'0.15 MI WEST FROM GALLATIN.
 BY2490'0.15 MILE WEST ALONG FARM ROAD 22 FROM THE POST OFFICE IN GALLATIN, AT
 BY2490'THE JUNCTION OF FARM ROAD 768, 123 FT. EAST OF A 4-FT. ROUND CONCRETE
 BY2490'CULVERT, 75.0 FT. WEST OF THE CENTERLINE OF FARM ROAD 768, 22.0 FT.
 BY2490'NORTH OF THE CENTERLINE OF FARM ROAD 22, 13.0 FT. EAST OF A GUY WIRE,
 BY2490'4.0 FT. WEST OF A POWERLINE POLE WITH TRANSFORMER AND GUY WIRE.  DISK
 BY2490'IS 5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BY2490'PLASTIC SCREW PLUG.
 BY2490'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 BY2490'THE MARK IS 3.0 FT BELOW THE ROAD.
 BY2490
 BY2490                          STATION RECOVERY (1991)
 BY2490
 BY2490'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY2490'RECOVERED IN GOOD CONDITION.
 BY2490
 BY2490                          STATION RECOVERY (1996)
 BY2490
 BY2490'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2490'RECOVERED IN GOOD CONDITION.
 BY2490
 BY2490                          STATION RECOVERY (2004)
 BY2490
 BY2490'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY2490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2498 ***********************************************************************
 BY2498  DESIGNATION -  B 1291
 BY2498  PID         -  BY2498
 BY2498  STATE/COUNTY-  TX/CHEROKEE
 BY2498  USGS QUAD   -  REKLAW (1973)
 BY2498
 BY2498                         *CURRENT SURVEY CONTROL
 BY2498  ___________________________________________________________________
 BY2498* NAD 83(1986)-  31 51 55.     (N)    094 59 21.     (W)     SCALED    
 BY2498* NAVD 88     -        92.925  (meters)     304.87   (feet)  ADJUSTED  
 BY2498  ___________________________________________________________________
 BY2498  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY2498  DYNAMIC HT  -          92.814 (meters)     304.51  (feet)  COMP
 BY2498  MODELED GRAV-     979,443.1   (mgal)                       NAVD 88
 BY2498  OBS GRAVITY -     979,442.0   (mgal)                       GRAV_OBS
 BY2498
 BY2498  VERT ORDER  -  FIRST     CLASS II
 BY2498
 BY2498.The horizontal coordinates were scaled from a topographic map and have
 BY2498.an estimated accuracy of +/- 6 seconds.
 BY2498
 BY2498.The orthometric height was determined by differential leveling
 BY2498.and adjusted by the National Geodetic Survey in June 1991..
 BY2498
 BY2498.The geoid height was determined by GEOID03.
 BY2498
 BY2498.The dynamic height is computed by dividing the NAVD 88
 BY2498.geopotential number by the normal gravity value computed on the
 BY2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2498.degrees latitude (g = 980.6199 gals.).
 BY2498
 BY2498.The modeled gravity was interpolated from observed gravity values.
 BY2498.The observed gravity was obtained from relative gravimeter ties
 BY2498.to the IGSN71 gravity network.
 BY2498
 BY2498;                    North         East    Units  Estimated Accuracy
 BY2498;SPC TX C     - 3,255,880.    1,205,530.      MT  (+/- 180 meters Scaled)
 BY2498
 BY2498                          SUPERSEDED SURVEY CONTROL
 BY2498
 BY2498.No superseded survey control is available for this station.
 BY2498
 BY2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR118272(NAD 83)
 BY2498_MARKER: I = METAL ROD
 BY2498_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2498_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2498_STAMPING: B 1291 1979
 BY2498_PROJECTION: FLUSH
 BY2498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2498+STABILITY: POSITION/ELEVATION WELL
 BY2498_ROD/PIPE-DEPTH: 7.62 meters
 BY2498_SLEEVE-DEPTH  : 7.32 meters
 BY2498
 BY2498  HISTORY     - Date     Condition        Report By
 BY2498  HISTORY     - 1979     MONUMENTED       NGS
 BY2498  HISTORY     - 19910420 GOOD             USPSQD
 BY2498  HISTORY     - 19960420 GOOD             USPSQD
 BY2498
 BY2498                          STATION DESCRIPTION
 BY2498
 BY2498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2498'IN REKLAW.
 BY2498'IN REKLAW, AT THE REKLAW BAPTIST CHURCH ON NACOGDOCHES STREET,
 BY2498'98.0 FT. SOUTHWEST OF THE CENTERLINE OF THE STREET, 55.5 FT. EAST OF
 BY2498'THE NORTHEASTERNMOST CORNER OF THE CHURCH, 16.5 FT. NORTHWEST OF THE
 BY2498'NORTHWEST CORNER OF THE CHURCH, 31.5 FT. NORTHWEST OF THE EXTENDED
 BY2498'CENTER OF THE MAIN ENTRANCE DOORS OF THE CHURCH.
 BY2498'THE MARK IS ABOVE LEVEL WITH NACOGDOCHES STREET.
 BY2498
 BY2498                          STATION RECOVERY (1991)
 BY2498
 BY2498'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY2498'RECOVERED IN GOOD CONDITION.
 BY2498
 BY2498                          STATION RECOVERY (1996)
 BY2498
 BY2498'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2553 ***********************************************************************
 BY2553  DESIGNATION -  B 1294
 BY2553  PID         -  BY2553
 BY2553  STATE/COUNTY-  TX/LEON
 BY2553  USGS QUAD   -  KEECHI (1964)
 BY2553
 BY2553                         *CURRENT SURVEY CONTROL
 BY2553  ___________________________________________________________________
 BY2553* NAD 83(1986)-  31 32 56.     (N)    095 55 54.     (W)     SCALED    
 BY2553* NAVD 88     -       116.545  (meters)     382.36   (feet)  ADJUSTED  
 BY2553  ___________________________________________________________________
 BY2553  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BY2553  DYNAMIC HT  -         116.402 (meters)     381.90  (feet)  COMP
 BY2553  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 BY2553
 BY2553  VERT ORDER  -  FIRST     CLASS II
 BY2553
 BY2553.The horizontal coordinates were scaled from a topographic map and have
 BY2553.an estimated accuracy of +/- 6 seconds.
 BY2553
 BY2553.The orthometric height was determined by differential leveling
 BY2553.and adjusted by the National Geodetic Survey in June 1991..
 BY2553
 BY2553.The geoid height was determined by GEOID03.
 BY2553
 BY2553.The dynamic height is computed by dividing the NAVD 88
 BY2553.geopotential number by the normal gravity value computed on the
 BY2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2553.degrees latitude (g = 980.6199 gals.).
 BY2553
 BY2553.The modeled gravity was interpolated from observed gravity values.
 BY2553
 BY2553;                    North         East    Units  Estimated Accuracy
 BY2553;SPC TX C     - 3,216,930.    1,117,810.      MT  (+/- 180 meters Scaled)
 BY2553
 BY2553                          SUPERSEDED SURVEY CONTROL
 BY2553
 BY2553.No superseded survey control is available for this station.
 BY2553
 BY2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ216941(NAD 83)
 BY2553_MARKER: DB = BENCH MARK DISK
 BY2553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2553_SP_SET: STAINLESS STEEL ROD
 BY2553_STAMPING: B 1294 1980
 BY2553_PROJECTION: FLUSH
 BY2553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2553_ROD/PIPE-DEPTH: 4.9  meters
 BY2553
 BY2553  HISTORY     - Date     Condition        Report By
 BY2553  HISTORY     - 1980     MONUMENTED       NGS
 BY2553  HISTORY     - 1990     GOOD             USPSQD
 BY2553
 BY2553                          STATION DESCRIPTION
 BY2553
 BY2553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2553'9.4 KM SW FROM OAKWOOD.
 BY2553'9.4 KM. (5.85 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD
 BY2553'STATE BANK IN OAKWOOD, 16.5 M. (54.0 FT.) NORTHWEST OF THE CENTERLINE
 BY2553'OF THE HIGHWAY, 12.2 M. (40.0 FT.) WEST-SOUTHWEST OF A POWERLINE POLE,
 BY2553'1.5 M. (5.0 FT.) SOUTHEAST OF A RIGHT-OF-WAY MARKER, 0.2 M. (0.5 FT.)
 BY2553'EAST OF A FENCE, 79.6 M. (261 FT.) NORTHEAST OF SAWED OFF TELEPHONE
 BY2553'POLE NUMBER 2161-1L WITH AN UNDERGROUND CABLE WARNING SIGN, 100 M.
 BY2553'(330 FT.) NORTHEAST OF THE CENTER OF THE NORTHWEST END OF A CONCRETE
 BY2553'CULVERT UNDER THE HIGHWAY.  DISK IS A 6 CM. BELOW GROUND, ACCESS TO
 BY2553'WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2553'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 BY2553'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BY2553
 BY2553                          STATION RECOVERY (1990)
 BY2553
 BY2553'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1153 ***********************************************************************
 BZ1153  DESIGNATION -  B 1295
 BZ1153  PID         -  BZ1153
 BZ1153  STATE/COUNTY-  TX/LIMESTONE
 BZ1153  USGS QUAD   -  MEXIA (1982)
 BZ1153
 BZ1153                         *CURRENT SURVEY CONTROL
 BZ1153  ___________________________________________________________________
 BZ1153* NAD 83(1986)-  31 41 17.     (N)    096 29 46.     (W)     SCALED    
 BZ1153* NAVD 88     -       163.881  (meters)     537.67   (feet)  ADJUSTED  
 BZ1153  ___________________________________________________________________
 BZ1153  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ1153  DYNAMIC HT  -         163.685 (meters)     537.02  (feet)  COMP
 BZ1153  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 BZ1153
 BZ1153  VERT ORDER  -  FIRST     CLASS II
 BZ1153
 BZ1153.The horizontal coordinates were scaled from a topographic map and have
 BZ1153.an estimated accuracy of +/- 6 seconds.
 BZ1153
 BZ1153.The orthometric height was determined by differential leveling
 BZ1153.and adjusted by the National Geodetic Survey in June 1991..
 BZ1153
 BZ1153.The geoid height was determined by GEOID03.
 BZ1153
 BZ1153.The dynamic height is computed by dividing the NAVD 88
 BZ1153.geopotential number by the normal gravity value computed on the
 BZ1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1153.degrees latitude (g = 980.6199 gals.).
 BZ1153
 BZ1153.The modeled gravity was interpolated from observed gravity values.
 BZ1153
 BZ1153;                    North         East    Units  Estimated Accuracy
 BZ1153;SPC TX C     - 3,230,360.    1,063,720.      MT  (+/- 180 meters Scaled)
 BZ1153
 BZ1153                          SUPERSEDED SURVEY CONTROL
 BZ1153
 BZ1153.No superseded survey control is available for this station.
 BZ1153
 BZ1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA373085(NAD 83)
 BZ1153_MARKER: I = METAL ROD
 BZ1153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1153_SP_SET: STAINLESS STEEL ROD
 BZ1153_STAMPING: B 1295 1980
 BZ1153_PROJECTION: FLUSH
 BZ1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1153_ROD/PIPE-DEPTH: 6.1  meters
 BZ1153
 BZ1153  HISTORY     - Date     Condition        Report By
 BZ1153  HISTORY     - 1980     MONUMENTED       NGS
 BZ1153  HISTORY     - 20020824 GOOD             USPSQD
 BZ1153
 BZ1153                          STATION DESCRIPTION
 BZ1153
 BZ1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1153'0.5 KM NW FROM MEXIA.
 BZ1153'0.5 KM. (0.3 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1153'OF STATE HIGHWAY 14 IN MEXIA, AT THE INTERSECTION OF LIVE OAK CIRCLE,
 BZ1153'16.5 M. (54.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.1 M.
 BZ1153'(30.0 FT.) NORTHWEST OF THE CENTERLINE OF LIVE OAK CIRCLE, 32.8 M.
 BZ1153'(107.5 FT.) NORTHEAST OF A POWERLINE POLE WITH THREE TRANSFORMERS,
 BZ1153'1.9 M. (6.3 FT.) SOUTHWEST OF A POWERLINE POLE WITH A STREET LIGHT,
 BZ1153'1.2 M. (4.0 FT.) SOUTHWEST OF A CONCRETE FILLED PIPE FENCE CORNER
 BZ1153'WHICH PROJECTS 1.2 M., 0.3 M. (1.0 FT.) SOUTHEAST OF A CHAIN LINK
 BZ1153'FENCE, 3.7 M. (12.0 FT.) SOUTH OF A FIRE HYDRANT.  DATUM POINT IS
 BZ1153'9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1153'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BZ1153'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ1153
 BZ1153                          STATION RECOVERY (2002)
 BZ1153
 BZ1153'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1882 ***********************************************************************
 BL1882  DESIGNATION -  B 1296
 BL1882  PID         -  BL1882
 BL1882  STATE/COUNTY-  TX/TRINITY
 BL1882  USGS QUAD   -  RIVERSIDE (1997)
 BL1882
 BL1882                         *CURRENT SURVEY CONTROL
 BL1882  ___________________________________________________________________
 BL1882* NAD 83(1986)-  30 51 56.     (N)    095 23 41.     (W)     SCALED    
 BL1882* NAVD 88     -        43.935  (meters)     144.14   (feet)  ADJUSTED  
 BL1882  ___________________________________________________________________
 BL1882  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL1882  DYNAMIC HT  -          43.879 (meters)     143.96  (feet)  COMP
 BL1882  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
 BL1882
 BL1882  VERT ORDER  -  FIRST     CLASS II
 BL1882
 BL1882.The horizontal coordinates were scaled from a topographic map and have
 BL1882.an estimated accuracy of +/- 6 seconds.
 BL1882
 BL1882.The orthometric height was determined by differential leveling
 BL1882.and adjusted by the National Geodetic Survey in June 1991..
 BL1882
 BL1882.The geoid height was determined by GEOID03.
 BL1882
 BL1882.The dynamic height is computed by dividing the NAVD 88
 BL1882.geopotential number by the normal gravity value computed on the
 BL1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1882.degrees latitude (g = 980.6199 gals.).
 BL1882
 BL1882.The modeled gravity was interpolated from observed gravity values.
 BL1882
 BL1882;                    North         East    Units  Estimated Accuracy
 BL1882;SPC TX C     - 3,143,380.    1,172,110.      MT  (+/- 180 meters Scaled)
 BL1882
 BL1882                          SUPERSEDED SURVEY CONTROL
 BL1882
 BL1882.No superseded survey control is available for this station.
 BL1882
 BL1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ710171(NAD 83)
 BL1882_MARKER: DB = BENCH MARK DISK
 BL1882_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL1882_SP_SET: CONCRETE BRIDGE HEADWALL
 BL1882_STAMPING: B 1296 1980
 BL1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1882+STABILITY: SURFACE MOTION
 BL1882
 BL1882  HISTORY     - Date     Condition        Report By
 BL1882  HISTORY     - 1980     MONUMENTED       NGS
 BL1882
 BL1882                          STATION DESCRIPTION
 BL1882
 BL1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BL1882'1.7 KM NE FROM RIVERSIDE.
 BL1882'1.7 KM. (1.05 MI.) NORTHEAST ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 BL1882'OF FARM ROAD 980 IN RIVERSIDE, IN TOP AND 0.6 M. (2.0 FT.) WEST OF THE
 BL1882'EAST EDGE OF THE NORTHEAST CONCRETE HEADWALL OF THE TRINITY RIVER
 BL1882'BRIDGE, 5.1 M. (16.9 FT.) EAST OF THE CENTERLINE OF THE HIGHWAY.
 BL1882'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2461 ***********************************************************************
 BY2461  DESIGNATION -  B 1297
 BY2461  PID         -  BY2461
 BY2461  STATE/COUNTY-  TX/ANDERSON
 BY2461  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2461
 BY2461                         *CURRENT SURVEY CONTROL
 BY2461  ___________________________________________________________________
 BY2461* NAD 83(1986)-  31 41 29.     (N)    095 37 55.     (W)     SCALED    
 BY2461* NAVD 88     -       115.967  (meters)     380.47   (feet)  ADJUSTED  
 BY2461  ___________________________________________________________________
 BY2461  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BY2461  DYNAMIC HT  -         115.826 (meters)     380.01  (feet)  COMP
 BY2461  MODELED GRAV-     979,416.0   (mgal)                       NAVD 88
 BY2461
 BY2461  VERT ORDER  -  FIRST     CLASS II
 BY2461
 BY2461.The horizontal coordinates were scaled from a topographic map and have
 BY2461.an estimated accuracy of +/- 6 seconds.
 BY2461
 BY2461.The orthometric height was determined by differential leveling
 BY2461.and adjusted by the National Geodetic Survey in June 1991..
 BY2461
 BY2461.The geoid height was determined by GEOID03.
 BY2461
 BY2461.The dynamic height is computed by dividing the NAVD 88
 BY2461.geopotential number by the normal gravity value computed on the
 BY2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2461.degrees latitude (g = 980.6199 gals.).
 BY2461
 BY2461.The modeled gravity was interpolated from observed gravity values.
 BY2461
 BY2461;                    North         East    Units  Estimated Accuracy
 BY2461;SPC TX C     - 3,233,880.    1,145,580.      MT  (+/- 180 meters Scaled)
 BY2461
 BY2461                          SUPERSEDED SURVEY CONTROL
 BY2461
 BY2461.No superseded survey control is available for this station.
 BY2461
 BY2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR505092(NAD 83)
 BY2461_MARKER: DB = BENCH MARK DISK
 BY2461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2461_SP_SET: STAINLESS STEEL ROD
 BY2461_STAMPING: B 1297 1980
 BY2461_PROJECTION: FLUSH
 BY2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2461_ROD/PIPE-DEPTH: 5.2  meters
 BY2461
 BY2461  HISTORY     - Date     Condition        Report By
 BY2461  HISTORY     - 1980     MONUMENTED       NGS
 BY2461  HISTORY     - 1990     GOOD             USPSQD
 BY2461
 BY2461                          STATION DESCRIPTION
 BY2461
 BY2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2461'4.6 KM SOUTH FROM PALESTINE.
 BY2461'4.6 KM. (2.85 MI.) SOUTH ALONG FARM ROAD 322 FROM THE JUNCTION OF
 BY2461'SOUTH LOOP 256 IN PALESTINE, AT AN ABANDONED FIELD ENTRANCE ROAD,
 BY2461'10.5 M. (34.5 FT.) NORTHWEST OF THE CENTERLINE OF THE FARM ROAD,
 BY2461'8.2 M. (27.0 FT.) NORTH-NORTHEAST OF THE CENTER OF A WIRE GATE LEADING
 BY2461'TO THE FIELD, 40.5 M. (133 FT.) NORTH-NORTHEAST OF THE NORTHWEST END
 BY2461'OF A CONCRETE CULVERT, 112.5 M. (369 FT.) SOUTHWEST OF THE SOUTHWEST
 BY2461'END OF A CONCRETE CULVERT, 4.3 M. (14.0 FT.) NORTHEAST OF 75-CM.
 BY2461'DOUBLE-TRUNKED GUM TREE, 28.3 M. (93.0 FT.) WEST AND ACROSS THE ROAD
 BY2461'FROM A 1.1-M. OAK TREE, 0.2 M. (0.8 FT.) SOUTHEAST OF A FENCE.  DISK
 BY2461'IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC
 BY2461'SCREW PLUG.
 BY2461'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 BY2461'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BY2461
 BY2461                          STATION RECOVERY (1990)
 BY2461
 BY2461'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2439 ***********************************************************************
 BY2439  DESIGNATION -  B 1298
 BY2439  PID         -  BY2439
 BY2439  STATE/COUNTY-  TX/HOUSTON
 BY2439  USGS QUAD   -  GRAPELAND (1951)
 BY2439
 BY2439                         *CURRENT SURVEY CONTROL
 BY2439  ___________________________________________________________________
 BY2439* NAD 83(1986)-  31 24 29.     (N)    095 29 11.     (W)     SCALED    
 BY2439* NAVD 88     -       125.488  (meters)     411.71   (feet)  ADJUSTED  
 BY2439  ___________________________________________________________________
 BY2439  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BY2439  DYNAMIC HT  -         125.332 (meters)     411.19  (feet)  COMP
 BY2439  MODELED GRAV-     979,391.9   (mgal)                       NAVD 88
 BY2439
 BY2439  VERT ORDER  -  FIRST     CLASS II
 BY2439
 BY2439.The horizontal coordinates were scaled from a topographic map and have
 BY2439.an estimated accuracy of +/- 6 seconds.
 BY2439
 BY2439.The orthometric height was determined by differential leveling
 BY2439.and adjusted by the National Geodetic Survey in June 1991..
 BY2439
 BY2439.The geoid height was determined by GEOID03.
 BY2439
 BY2439.The dynamic height is computed by dividing the NAVD 88
 BY2439.geopotential number by the normal gravity value computed on the
 BY2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2439.degrees latitude (g = 980.6199 gals.).
 BY2439
 BY2439.The modeled gravity was interpolated from observed gravity values.
 BY2439
 BY2439;                    North         East    Units  Estimated Accuracy
 BY2439;SPC TX C     - 3,203,080.    1,160,730.      MT  (+/- 180 meters Scaled)
 BY2439
 BY2439                          SUPERSEDED SURVEY CONTROL
 BY2439
 BY2439.No superseded survey control is available for this station.
 BY2439
 BY2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ636775(NAD 83)
 BY2439_MARKER: DB = BENCH MARK DISK
 BY2439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2439_SP_SET: STAINLESS STEEL ROD
 BY2439_STAMPING: B 1298 1980
 BY2439_PROJECTION: FLUSH
 BY2439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2439_ROD/PIPE-DEPTH: 6.1  meters
 BY2439
 BY2439  HISTORY     - Date     Condition        Report By
 BY2439  HISTORY     - 1980     MONUMENTED       NGS
 BY2439
 BY2439                          STATION DESCRIPTION
 BY2439
 BY2439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2439'12.8 KM SOUTH FROM GRAPELAND.
 BY2439'10.2 KM. (6.35 MI.) SOUTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY2439'FROM THE JUNCTION OF FARM ROAD 2423 IN GRAPELAND, THENCE 0.9 KM.
 BY2439'(0.55 MI.) WEST-SOUTHWEST ALONG A DIRT ROAD, THENCE 0.3 KM. (0.2 MI.)
 BY2439'WEST ALONG A DIRT ROAD AND ACROSS THE MISSOURI PACIFIC RAILROAD,
 BY2439'THENCE 1.35 KM. (0.85 MI.) NORTH ALONG A DIRT ROAD, AT THE JUNCTION OF
 BY2439'A DIRT ROAD LEADING WEST, 22.5 M. (73.9 FT.) WEST OF THE CENTERLINE OF
 BY2439'THE ROAD, 16.2 M. (53.0 FT.) SOUTH OF CENTERLINE OF THE ROAD LEADING
 BY2439'WEST, 0.3 M. (1.0 FT.) NORTHWEST OF A FENCE, 11.7 M. (38.3 FT.)
 BY2439'WEST-SOUTHWEST OF A CORNER FENCE POST, 4.1 M. (13.5 FT.)
 BY2439'SOUTH-SOUTHWEST OF A 60-CM. PINE TREE, 14.6 M. (48.0 FT.) NORTHWEST OF
 BY2439'A POWERLINE POLE, 26.8 M. (88.0 FT.) SOUTH-SOUTHEAST OF AN 80-CM.
 BY2439'FORKED PINE TREE.  DISK IS 10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2439'THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2439'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BY2439'THE MARK IS 0.3 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2273 ***********************************************************************
 CS2273  DESIGNATION -  B 130
 CS2273  PID         -  CS2273
 CS2273  STATE/COUNTY-  TX/PARKER
 CS2273  USGS QUAD   -  ANNETA (1979)
 CS2273
 CS2273                         *CURRENT SURVEY CONTROL
 CS2273  ___________________________________________________________________
 CS2273* NAD 83(1986)-  32 42 01.     (N)    097 37 44.     (W)     SCALED    
 CS2273* NAVD 88     -       246.264  (meters)     807.95   (feet)  ADJUSTED  
 CS2273  ___________________________________________________________________
 CS2273  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CS2273  DYNAMIC HT  -         245.967 (meters)     806.98  (feet)  COMP
 CS2273  MODELED GRAV-     979,425.8   (mgal)                       NAVD 88
 CS2273
 CS2273  VERT ORDER  -  FIRST     CLASS II
 CS2273
 CS2273.The horizontal coordinates were scaled from a topographic map and have
 CS2273.an estimated accuracy of +/- 6 seconds.
 CS2273
 CS2273.The orthometric height was determined by differential leveling
 CS2273.and adjusted by the National Geodetic Survey in June 1991..
 CS2273
 CS2273.The geoid height was determined by GEOID03.
 CS2273
 CS2273.The dynamic height is computed by dividing the NAVD 88
 CS2273.geopotential number by the normal gravity value computed on the
 CS2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2273.degrees latitude (g = 980.6199 gals.).
 CS2273
 CS2273.The modeled gravity was interpolated from observed gravity values.
 CS2273
 CS2273;                    North         East    Units  Estimated Accuracy
 CS2273;SPC TXNC     - 2,114,960.      681,670.      MT  (+/- 180 meters Scaled)
 CS2273
 CS2273                          SUPERSEDED SURVEY CONTROL
 CS2273
 CS2273  NGVD 29 (??/??/92)  246.206  (m)          807.76   (f) ADJ UNCH    1 2
 CS2273
 CS2273.Superseded values are not recommended for survey control.
 CS2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2273.See file dsdata.txt to determine how the superseded data were derived.
 CS2273
 CS2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB285188(NAD 83)
 CS2273_MARKER: DB = BENCH MARK DISK
 CS2273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2273_SP_SET: ABUTMENT
 CS2273_STAMPING: B 130 1951
 CS2273_MARK LOGO: CGS   
 CS2273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2273
 CS2273  HISTORY     - Date     Condition        Report By
 CS2273  HISTORY     - 1951     MONUMENTED       CGS
 CS2273  HISTORY     - 1983     GOOD             NGS
 CS2273  HISTORY     - 19970524 GOOD             USPSQD
 CS2273
 CS2273                          STATION DESCRIPTION
 CS2273
 CS2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS2273'1.6 MI W FROM ALEDO.
 CS2273'1.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS2273'AT ALEDO, AT BRIDGE 265.6 OVER A SMALL CREEK, 3.5 FEET NORTH OF THE
 CS2273'NORTH RAIL, SET IN THE TOP OF THE CENTER OF THE NORTH END OF THE WEST
 CS2273'CONCRETE ABUTMENT OF THE BRIDGE.
 CS2273
 CS2273                          STATION RECOVERY (1983)
 CS2273
 CS2273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2273'RECOVERED IN GOOD CONDITION.
 CS2273
 CS2273                          STATION RECOVERY (1997)
 CS2273
 CS2273'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1175 ***********************************************************************
 BZ1175  DESIGNATION -  B 1300
 BZ1175  PID         -  BZ1175
 BZ1175  STATE/COUNTY-  TX/HILL
 BZ1175  USGS QUAD   -  MALONE (1978)
 BZ1175
 BZ1175                         *CURRENT SURVEY CONTROL
 BZ1175  ___________________________________________________________________
 BZ1175* NAD 83(1986)-  31 55 03.     (N)    096 53 46.     (W)     SCALED    
 BZ1175* NAVD 88     -       147.529  (meters)     484.02   (feet)  ADJUSTED  
 BZ1175  ___________________________________________________________________
 BZ1175  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BZ1175  DYNAMIC HT  -         147.350 (meters)     483.43  (feet)  COMP
 BZ1175  MODELED GRAV-     979,424.9   (mgal)                       NAVD 88
 BZ1175  OBS GRAVITY -     979,432.1   (mgal)                       GRAV_OBS
 BZ1175
 BZ1175  VERT ORDER  -  FIRST     CLASS II
 BZ1175
 BZ1175.The horizontal coordinates were scaled from a topographic map and have
 BZ1175.an estimated accuracy of +/- 6 seconds.
 BZ1175
 BZ1175.The orthometric height was determined by differential leveling
 BZ1175.and adjusted by the National Geodetic Survey in June 1991..
 BZ1175
 BZ1175.The geoid height was determined by GEOID03.
 BZ1175
 BZ1175.The dynamic height is computed by dividing the NAVD 88
 BZ1175.geopotential number by the normal gravity value computed on the
 BZ1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1175.degrees latitude (g = 980.6199 gals.).
 BZ1175
 BZ1175.The modeled gravity was interpolated from observed gravity values.
 BZ1175.The observed gravity was obtained from relative gravimeter ties
 BZ1175.to the IGSN71 gravity network.
 BZ1175
 BZ1175;                    North         East    Units  Estimated Accuracy
 BZ1175;SPC TXNC     - 2,028,970.      751,700.      MT  (+/- 180 meters Scaled)
 BZ1175
 BZ1175                          SUPERSEDED SURVEY CONTROL
 BZ1175
 BZ1175.No superseded survey control is available for this station.
 BZ1175
 BZ1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA989332(NAD 83)
 BZ1175_MARKER: I = METAL ROD
 BZ1175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1175_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1175_STAMPING: B 1300 1980
 BZ1175_PROJECTION: FLUSH
 BZ1175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1175+STABILITY: POSITION/ELEVATION WELL
 BZ1175_ROD/PIPE-DEPTH: 13.7 meters
 BZ1175_SLEEVE-DEPTH  : 12.2 meters
 BZ1175
 BZ1175  HISTORY     - Date     Condition        Report By
 BZ1175  HISTORY     - 1980     MONUMENTED       NGS
 BZ1175  HISTORY     - 19950408 GOOD             USPSQD
 BZ1175  HISTORY     - 20031011 POOR             USPSQD
 BZ1175
 BZ1175                          STATION DESCRIPTION
 BZ1175
 BZ1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1175'IN MALONE.
 BZ1175'IN MALONE, AT THE MALONE CITY WATER TANK, 38.7 M. (127 FT.) EAST OF
 BZ1175'THE CENTERLINE OF WEST SIXTH STREET, 18.9 M. (62.0 FT.) NORTH OF THE
 BZ1175'CENTERLINE OF NORTH FIRST STREET, 6.0 M. (19.7 FT.) SOUTHEAST OF THE
 BZ1175'NORTHWEST LEG OF THE WATER TANK, 5.9 M. (19.4 FT.) NORTHEAST OF THE
 BZ1175'SOUTHWEST LEG OF THE WATER TANK, 2.9 M. (9.6 FT.) NORTHWEST OF A STAND
 BZ1175'PIPE.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BZ1175'THROUGH A 13-CM. LOGO CAP.
 BZ1175'THE MARK IS 6.4 METERS  N FROM A WITNESS POST.
 BZ1175'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 BZ1175
 BZ1175                          STATION RECOVERY (1995)
 BZ1175
 BZ1175'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1175'RECOVERED IN GOOD CONDITION.
 BZ1175
 BZ1175                          STATION RECOVERY (2003)
 BZ1175
 BZ1175'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ1175'THE CONCRETE BASE HAS BEEN HIT BY A BRUSH HOG AND THE CONCRETE CAP IS
 BZ1175'TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1052 ***********************************************************************
 BZ1052  DESIGNATION -  B 1301
 BZ1052  PID         -  BZ1052
 BZ1052  STATE/COUNTY-  TX/HILL
 BZ1052  USGS QUAD   -  PEORIA (1976)
 BZ1052
 BZ1052                         *CURRENT SURVEY CONTROL
 BZ1052  ___________________________________________________________________
 BZ1052* NAD 83(1986)-  31 59 07.     (N)    097 07 38.     (W)     SCALED    
 BZ1052* NAVD 88     -       181.865  (meters)     596.67   (feet)  ADJUSTED  
 BZ1052  ___________________________________________________________________
 BZ1052  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BZ1052  DYNAMIC HT  -         181.641 (meters)     595.93  (feet)  COMP
 BZ1052  MODELED GRAV-     979,402.5   (mgal)                       NAVD 88
 BZ1052  OBS GRAVITY -     979,406.4   (mgal)                       GRAV_OBS
 BZ1052
 BZ1052  VERT ORDER  -  FIRST     CLASS II
 BZ1052
 BZ1052.The horizontal coordinates were scaled from a topographic map and have
 BZ1052.an estimated accuracy of +/- 6 seconds.
 BZ1052
 BZ1052.The orthometric height was determined by differential leveling
 BZ1052.and adjusted by the National Geodetic Survey in June 1991..
 BZ1052
 BZ1052.The geoid height was determined by GEOID03.
 BZ1052
 BZ1052.The dynamic height is computed by dividing the NAVD 88
 BZ1052.geopotential number by the normal gravity value computed on the
 BZ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1052.degrees latitude (g = 980.6199 gals.).
 BZ1052
 BZ1052.The modeled gravity was interpolated from observed gravity values.
 BZ1052.The observed gravity was obtained from relative gravimeter ties
 BZ1052.to the IGSN71 gravity network.
 BZ1052
 BZ1052;                    North         East    Units  Estimated Accuracy
 BZ1052;SPC TXNC     - 2,036,180.      729,740.      MT  (+/- 180 meters Scaled)
 BZ1052
 BZ1052                          SUPERSEDED SURVEY CONTROL
 BZ1052
 BZ1052.No superseded survey control is available for this station.
 BZ1052
 BZ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA769403(NAD 83)
 BZ1052_MARKER: I = METAL ROD
 BZ1052_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1052_SP_SET: STAINLESS STEEL ROD
 BZ1052_STAMPING: B 1301 1980
 BZ1052_PROJECTION: FLUSH
 BZ1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1052_ROD/PIPE-DEPTH: 9.4  meters
 BZ1052
 BZ1052  HISTORY     - Date     Condition        Report By
 BZ1052  HISTORY     - 1980     MONUMENTED       NGS
 BZ1052  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 BZ1052  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1052
 BZ1052                          STATION DESCRIPTION
 BZ1052
 BZ1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1052'3.2 KM SOUTH FROM HILLSBORO.
 BZ1052'2.2 KM. (1.4 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ1052'COURTHOUSE IN HILLSBORO, THENCE 0.9 KM. (0.55 MI.) SOUTH ALONG THE
 BZ1052'FRONTAGE ROAD THAT PARALLELS THE WEST SIDE OF INTERSTATE HIGHWAY 35,
 BZ1052'AT A PRIVATE ENTRANCE ROAD LEADING SOUTHWEST TO THE SMALL RANCH OF MR.
 BZ1052'SAM BENNETT, 11.8 M. (39.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE
 BZ1052'ROAD, 0.3 M. (1.0 FT.) SOUTHEAST OF A WOOD FENCE, 4.0 M. (13.0 FT.)
 BZ1052'EAST-NORTHEAST OF A METAL GATE, 20.0 M. (65.7 FT.) NORTH OF THE
 BZ1052'NORTHEAST CORNER OF A HOUSE, 11.0 M. (36.0 FT.) NORTHWEST OF THE
 BZ1052'CENTER OF A DRIVEWAY, 2.7 M. (9.0 FT.) SOUTHWEST OF AN UNDERGROUND
 BZ1052'TELEPHONE JUNCTION BOX, 6.6 M. (21.6 FT.) EAST-NORTHEAST OF A
 BZ1052'POWERLINE POLE.  DATUM POINT IS 5 CM. BELOW GROUND, ACCESS TO WHICH IS
 BZ1052'HAD THROUGH A 13-CM. LOGO CAP.
 BZ1052'THE MARK IS 2.1 METERS  SW FROM A WITNESS POST.
 BZ1052'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BZ1052
 BZ1052                          STATION RECOVERY (1995)
 BZ1052
 BZ1052'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1052'MARK NOT FOUND.
 BZ1052
 BZ1052                          STATION RECOVERY (2003)
 BZ1052
 BZ1052'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1452 ***********************************************************************
 BZ1452  DESIGNATION -  B 1301 RESET
 BZ1452  PID         -  BZ1452
 BZ1452  STATE/COUNTY-  TX/HILL
 BZ1452  USGS QUAD   -  PEORIA (1976)
 BZ1452
 BZ1452                         *CURRENT SURVEY CONTROL
 BZ1452  ___________________________________________________________________
 BZ1452* NAD 83(1986)-  31 59 07.     (N)    097 07 38.     (W)     SCALED    
 BZ1452* NAVD 88     -       181.18   (meters)     594.4    (feet)  RESET     
 BZ1452  ___________________________________________________________________
 BZ1452  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BZ1452
 BZ1452  VERT ORDER  -  THIRD
 BZ1452
 BZ1452.The horizontal coordinates were scaled from a topographic map and have
 BZ1452.an estimated accuracy of +/- 6 seconds.
 BZ1452
 BZ1452.The orthometric height was computed from unverified reset data.
 BZ1452.No vertical observational check was made to the station.
 BZ1452
 BZ1452.The geoid height was determined by GEOID03.
 BZ1452
 BZ1452;                    North         East    Units  Estimated Accuracy
 BZ1452;SPC TXNC     - 2,036,180.      729,740.      MT  (+/- 180 meters Scaled)
 BZ1452
 BZ1452                          SUPERSEDED SURVEY CONTROL
 BZ1452
 BZ1452.No superseded survey control is available for this station.
 BZ1452
 BZ1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA769403(NAD 83)
 BZ1452_MARKER: DB = BENCH MARK DISK
 BZ1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1452_SP_SET: CONCRETE POST
 BZ1452_STAMPING: B 1301 RESET 1982
 BZ1452_MARK LOGO: NGS   
 BZ1452_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1452+STABILITY: SURFACE MOTION
 BZ1452
 BZ1452  HISTORY     - Date     Condition        Report By
 BZ1452  HISTORY     - 1982     MONUMENTED       NGS
 BZ1452  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1452
 BZ1452                          STATION DESCRIPTION
 BZ1452
 BZ1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BZ1452'1.4 MI (2.3 KM) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ1452'COURTHOUSE IN HILLSBORO, 0.55 MI (0.89 KM) SOUTH ALONG THE FRONTAGE,
 BZ1452'ON THE WEST RIGHT-OF-WAY, 33.0 FT (10.1 M) EAST OF A FENCE, 27.0 FT
 BZ1452'(8.2 M) WEST OF THE CENTER OF THE FRONTAGE ROAD AND
 BZ1452'22.0 FT (6.7 M) NORTH OF A DRIVEWAY TO A FIELD BELONGING TO SAM
 BZ1452'BENNETT.
 BZ1452
 BZ1452                          STATION RECOVERY (2003)
 BZ1452
 BZ1452'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ1452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1081 ***********************************************************************
 BZ1081  DESIGNATION -  B 1302
 BZ1081  PID         -  BZ1081
 BZ1081  STATE/COUNTY-  TX/MCLENNAN
 BZ1081  USGS QUAD   -  ELM MOTT (1975)
 BZ1081
 BZ1081                         *CURRENT SURVEY CONTROL
 BZ1081  ___________________________________________________________________
 BZ1081* NAD 83(1986)-  31 37 39.     (N)    097 05 45.     (W)     SCALED    
 BZ1081* NAVD 88     -       148.570  (meters)     487.43   (feet)  ADJUSTED  
 BZ1081  ___________________________________________________________________
 BZ1081  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BZ1081  DYNAMIC HT  -         148.385 (meters)     486.83  (feet)  COMP
 BZ1081  MODELED GRAV-     979,392.4   (mgal)                       NAVD 88
 BZ1081
 BZ1081  VERT ORDER  -  FIRST     CLASS II
 BZ1081
 BZ1081.The horizontal coordinates were scaled from a topographic map and have
 BZ1081.an estimated accuracy of +/- 6 seconds.
 BZ1081
 BZ1081.The orthometric height was determined by differential leveling
 BZ1081.and adjusted by the National Geodetic Survey in June 1991..
 BZ1081
 BZ1081.The geoid height was determined by GEOID03.
 BZ1081
 BZ1081.The dynamic height is computed by dividing the NAVD 88
 BZ1081.geopotential number by the normal gravity value computed on the
 BZ1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1081.degrees latitude (g = 980.6199 gals.).
 BZ1081
 BZ1081.The modeled gravity was interpolated from observed gravity values.
 BZ1081
 BZ1081;                    North         East    Units  Estimated Accuracy
 BZ1081;SPC TX C     - 3,221,840.    1,007,090.      MT  (+/- 180 meters Scaled)
 BZ1081
 BZ1081                          SUPERSEDED SURVEY CONTROL
 BZ1081
 BZ1081.No superseded survey control is available for this station.
 BZ1081
 BZ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA805007(NAD 83)
 BZ1081_MARKER: DB = BENCH MARK DISK
 BZ1081_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1081_SP_SET: OVERPASS PIER
 BZ1081_STAMPING: B 1302 1980
 BZ1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1081
 BZ1081  HISTORY     - Date     Condition        Report By
 BZ1081  HISTORY     - 1980     MONUMENTED       NGS
 BZ1081  HISTORY     - 19910511 GOOD             USPSQD
 BZ1081  HISTORY     - 19950715 GOOD             USPSQD
 BZ1081  HISTORY     - 20010317 GOOD             USPSQD
 BZ1081  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1081
 BZ1081                          STATION DESCRIPTION
 BZ1081
 BZ1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1081'5.2 KM SOUTH FROM ELM MOTT.
 BZ1081'2.5 KM. (1.55 MI.) SOUTH ALONG THE FRONTAGE ROAD WHICH PARALLELS THE
 BZ1081'EAST SIDE OF INTERSTATE 35 FROM THE JUNCTION OF FARM ROAD 308 IN ELM
 BZ1081'MOTT, THENCE 2.7 KM. (1.7 MI.) SOUTH ALONG THE FRONTAGE ROAD ON THE
 BZ1081'WEST SIDE OF INTERSTATE 35, AT THE JUNCTION OF CRAVEN AVENUE, SET
 BZ1081'VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTHWESTERNMOST PIER OF THE
 BZ1081'I-35 SOUTH OVERPASS, 9.2 M. (30.2 FT.) SOUTHEAST OF THE CENTERLINE OF
 BZ1081'CRAVEN AVENUE EASTBOUND, 21.1 M. (69.3 FT.) EAST-SOUTHEAST OF A STREET
 BZ1081'LIGHT POLE.  NOTE-PIER IS A 0.8-M. BY 11.2 M. TALL CONCRETE SHAFT
 BZ1081'DRILLED 10.6 M. AND SET IN HARD SHALE.
 BZ1081'THE MARK IS 1.5 M ABOVE THE AVENUE.
 BZ1081
 BZ1081                          STATION RECOVERY (1991)
 BZ1081
 BZ1081'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1081'RECOVERED IN GOOD CONDITION.
 BZ1081
 BZ1081                          STATION RECOVERY (1995)
 BZ1081
 BZ1081'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1081'RECOVERED IN GOOD CONDITION.
 BZ1081
 BZ1081                          STATION RECOVERY (2001)
 BZ1081
 BZ1081'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1081'RECOVERED IN GOOD CONDITION.
 BZ1081
 BZ1081                          STATION RECOVERY (2003)
 BZ1081
 BZ1081'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ1081'STATE HIGHWAY DEPARTMENT MODIFIED PILINGS WITH A BRICK FASCIA AND
 BZ1081'MARKER IS NO LONGER ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2360 ***********************************************************************
 CS2360  DESIGNATION -  B 1303
 CS2360  PID         -  CS2360
 CS2360  STATE/COUNTY-  TX/HILL
 CS2360  USGS QUAD   -  HILLSBORO WEST (1976)
 CS2360
 CS2360                         *CURRENT SURVEY CONTROL
 CS2360  ___________________________________________________________________
 CS2360* NAD 83(1986)-  32 01 31.     (N)    097 07 45.     (W)     SCALED    
 CS2360* NAVD 88     -       183.092  (meters)     600.69   (feet)  ADJUSTED  
 CS2360  ___________________________________________________________________
 CS2360  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CS2360  DYNAMIC HT  -         182.867 (meters)     599.96  (feet)  COMP
 CS2360  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 CS2360
 CS2360  VERT ORDER  -  FIRST     CLASS II
 CS2360
 CS2360.The horizontal coordinates were scaled from a topographic map and have
 CS2360.an estimated accuracy of +/- 6 seconds.
 CS2360
 CS2360.The orthometric height was determined by differential leveling
 CS2360.and adjusted by the National Geodetic Survey in June 1991..
 CS2360
 CS2360.The geoid height was determined by GEOID03.
 CS2360
 CS2360.The dynamic height is computed by dividing the NAVD 88
 CS2360.geopotential number by the normal gravity value computed on the
 CS2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2360.degrees latitude (g = 980.6199 gals.).
 CS2360
 CS2360.The modeled gravity was interpolated from observed gravity values.
 CS2360
 CS2360;                    North         East    Units  Estimated Accuracy
 CS2360;SPC TXNC     - 2,040,610.      729,500.      MT  (+/- 180 meters Scaled)
 CS2360
 CS2360                          SUPERSEDED SURVEY CONTROL
 CS2360
 CS2360.No superseded survey control is available for this station.
 CS2360
 CS2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA766447(NAD 83)
 CS2360_MARKER: DB = BENCH MARK DISK
 CS2360_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CS2360_SP_SET: BRIDGE HEADWALL
 CS2360_STAMPING: B 1303 1980
 CS2360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2360
 CS2360  HISTORY     - Date     Condition        Report By
 CS2360  HISTORY     - 1980     MONUMENTED       NGS
 CS2360  HISTORY     - 1983     GOOD             NGS
 CS2360  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CS2360  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 CS2360
 CS2360                          STATION DESCRIPTION
 CS2360
 CS2360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CS2360'1.5 KM NORTH FROM HILLSBORO.
 CS2360'0.55 KM. (0.35 MI.) NORTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 CS2360'COURTHOUSE IN HILLSBORO, THENCE 0.15 KM. (0.1 MI.) NORTH ALONG A PAVED
 CS2360'ROAD, THENCE 0.8 KM. (0.5 MI.) NORTHWEST AND NORTH ALONG A PAVED ROAD,
 CS2360'IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHEAST END OF A TRAIN
 CS2360'TRESSLE OVER THE WEST SPILLWAY OF KATY LAKE, 61 M. (200 FT.) EAST OF
 CS2360'THE CENTER OF THE PAVED ROAD, 9.1 M. (30.0 FT.) NORTHWEST OF RAILROAD
 CS2360'SEMAPHORE NUMBER 8109.
 CS2360'THE MARK IS 1.3 M BELOW THE RAILROAD TRACKS.
 CS2360
 CS2360                          STATION RECOVERY (1983)
 CS2360
 CS2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2360'RECOVERED IN GOOD CONDITION.
 CS2360
 CS2360                          STATION RECOVERY (1995)
 CS2360
 CS2360'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2360'MARK NOT FOUND.
 CS2360
 CS2360                          STATION RECOVERY (1995)
 CS2360
 CS2360'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1107 ***********************************************************************
 BZ1107  DESIGNATION -  B 1304
 BZ1107  PID         -  BZ1107
 BZ1107  STATE/COUNTY-  TX/MCLENNAN
 BZ1107  USGS QUAD   -  BRUCEVILLE (1993)
 BZ1107
 BZ1107                         *CURRENT SURVEY CONTROL
 BZ1107  ___________________________________________________________________
 BZ1107* NAD 83(1986)-  31 19 13.     (N)    097 14 09.     (W)     SCALED    
 BZ1107* NAVD 88     -       186.723  (meters)     612.61   (feet)  ADJUSTED  
 BZ1107  ___________________________________________________________________
 BZ1107  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BZ1107  DYNAMIC HT  -         186.480 (meters)     611.81  (feet)  COMP
 BZ1107  MODELED GRAV-     979,337.6   (mgal)                       NAVD 88
 BZ1107
 BZ1107  VERT ORDER  -  FIRST     CLASS II
 BZ1107
 BZ1107.The horizontal coordinates were scaled from a topographic map and have
 BZ1107.an estimated accuracy of +/- 6 seconds.
 BZ1107
 BZ1107.The orthometric height was determined by differential leveling
 BZ1107.and adjusted by the National Geodetic Survey in June 1991..
 BZ1107
 BZ1107.The geoid height was determined by GEOID03.
 BZ1107
 BZ1107.The dynamic height is computed by dividing the NAVD 88
 BZ1107.geopotential number by the normal gravity value computed on the
 BZ1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1107.degrees latitude (g = 980.6199 gals.).
 BZ1107
 BZ1107.The modeled gravity was interpolated from observed gravity values.
 BZ1107
 BZ1107;                    North         East    Units  Estimated Accuracy
 BZ1107;SPC TX C     - 3,187,420.      994,760.      MT  (+/- 180 meters Scaled)
 BZ1107
 BZ1107                          SUPERSEDED SURVEY CONTROL
 BZ1107
 BZ1107.No superseded survey control is available for this station.
 BZ1107
 BZ1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV678664(NAD 83)
 BZ1107_MARKER: DB = BENCH MARK DISK
 BZ1107_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1107_SP_SET: OVERPASS PIER
 BZ1107_STAMPING: B 1304 1980
 BZ1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1107+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1107
 BZ1107  HISTORY     - Date     Condition        Report By
 BZ1107  HISTORY     - 1980     MONUMENTED       NGS
 BZ1107  HISTORY     - 19910424 GOOD             USPSQD
 BZ1107  HISTORY     - 19950715 GOOD             USPSQD
 BZ1107  HISTORY     - 20010317 GOOD             USPSQD
 BZ1107  HISTORY     - 20031010 GOOD             USPSQD
 BZ1107  HISTORY     - 20050726 GOOD             USPSQD
 BZ1107
 BZ1107                          STATION DESCRIPTION
 BZ1107
 BZ1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1107'IN BRUCEVILLE.
 BZ1107'IN BRUCEVILLE, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 BZ1107'SOUTHWESTERNMOST PIER OF THE INTERSTATE 35 SOUTHBOUND OVERPASS OVER
 BZ1107'THE MISSOURI KANSAS TEXAS RAILROAD AND THE FRONTAGE CONNECTING ROADS
 BZ1107'IN BRUCEVILLE, 0.3 KM. (0.2 MI.) SOUTHWEST ALONG THE RAILROAD FROM THE
 BZ1107'POST OFFICE, 18.9 M. (62.0 FT.) EAST OF THE CENTERLINE OF THE WEST
 BZ1107'FRONTAGE ROAD OF I-35, 61.0 M. (200 FT.) SOUTH-SOUTHWEST OF THE SOUTH
 BZ1107'RAIL, 22.3 M. (73.2 FT.) SOUTH-SOUTHWEST OF A METAL GUARD RAIL UNDER
 BZ1107'THE OVERPASS, 5.3 M. (17.3 FT.) SOUTH-SOUTHWEST OF A CURB, 13.1 M.
 BZ1107'(43.0 FT.) WEST-SOUTHWEST OF THE CENTER OF A 60-CM. MANHOLE COVER.
 BZ1107'NOTE-BRIDGE PIERS ARE DRILLED AND SET IN HARD LIMESTONE.
 BZ1107'THE MARK IS 1.2 M ABOVE THE FRONTAGE ROAD.
 BZ1107
 BZ1107                          STATION RECOVERY (1991)
 BZ1107
 BZ1107'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1107'RECOVERED IN GOOD CONDITION.
 BZ1107
 BZ1107                          STATION RECOVERY (1995)
 BZ1107
 BZ1107'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1107'RECOVERED IN GOOD CONDITION.
 BZ1107
 BZ1107                          STATION RECOVERY (2001)
 BZ1107
 BZ1107'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ1107'RECOVERED IN GOOD CONDITION.
 BZ1107
 BZ1107                          STATION RECOVERY (2003)
 BZ1107
 BZ1107'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ1107'RECOVERED IN GOOD CONDITION.
 BZ1107
 BZ1107                          STATION RECOVERY (2005)
 BZ1107
 BZ1107'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1102 ***********************************************************************
 BZ1102  DESIGNATION -  B 1305
 BZ1102  PID         -  BZ1102
 BZ1102  STATE/COUNTY-  TX/MCLENNAN
 BZ1102  USGS QUAD   -  LORENA (1993)
 BZ1102
 BZ1102                         *CURRENT SURVEY CONTROL
 BZ1102  ___________________________________________________________________
 BZ1102* NAD 83(1986)-  31 23 11.     (N)    097 12 47.     (W)     SCALED    
 BZ1102* NAVD 88     -       184.960  (meters)     606.82   (feet)  ADJUSTED  
 BZ1102  ___________________________________________________________________
 BZ1102  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1102  DYNAMIC HT  -         184.722 (meters)     606.04  (feet)  COMP
 BZ1102  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BZ1102  OBS GRAVITY -     979,349.1   (mgal)                       GRAV_OBS
 BZ1102
 BZ1102  VERT ORDER  -  FIRST     CLASS II
 BZ1102
 BZ1102.The horizontal coordinates were scaled from a topographic map and have
 BZ1102.an estimated accuracy of +/- 6 seconds.
 BZ1102
 BZ1102.The orthometric height was determined by differential leveling
 BZ1102.and adjusted by the National Geodetic Survey in June 1991..
 BZ1102
 BZ1102.The geoid height was determined by GEOID03.
 BZ1102
 BZ1102.The dynamic height is computed by dividing the NAVD 88
 BZ1102.geopotential number by the normal gravity value computed on the
 BZ1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1102.degrees latitude (g = 980.6199 gals.).
 BZ1102
 BZ1102.The modeled gravity was interpolated from observed gravity values.
 BZ1102.The observed gravity was obtained from relative gravimeter ties
 BZ1102.to the IGSN71 gravity network.
 BZ1102
 BZ1102;                    North         East    Units  Estimated Accuracy
 BZ1102;SPC TX C     - 3,194,800.      996,720.      MT  (+/- 180 meters Scaled)
 BZ1102
 BZ1102                          SUPERSEDED SURVEY CONTROL
 BZ1102
 BZ1102.No superseded survey control is available for this station.
 BZ1102
 BZ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV699738(NAD 83)
 BZ1102_MARKER: I = METAL ROD
 BZ1102_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1102_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1102_STAMPING: B 1305 1980
 BZ1102_PROJECTION: RECESSED 2 CENTIMETERS
 BZ1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1102+STABILITY: POSITION/ELEVATION WELL
 BZ1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1102+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1102_ROD/PIPE-DEPTH: 8.8  meters
 BZ1102_SLEEVE-DEPTH  : 8.5 meters
 BZ1102
 BZ1102  HISTORY     - Date     Condition        Report By
 BZ1102  HISTORY     - 1980     MONUMENTED       NGS
 BZ1102  HISTORY     - 19910424 GOOD             USPSQD
 BZ1102  HISTORY     - 19950715 GOOD             USPSQD
 BZ1102  HISTORY     - 20010317 GOOD             USPSQD
 BZ1102  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1102  HISTORY     - 20050727 GOOD             USPSQD
 BZ1102
 BZ1102                          STATION DESCRIPTION
 BZ1102
 BZ1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1102'IN LORENA.
 BZ1102'IN LORENA, AT THE FIRST BAPTIST CHURCH OF LORENA, 55.5 M. (182 FT.)
 BZ1102'WEST OF THE CENTERLINE OF THE WEST FRONTAGE ROAD OF INTERSTATE 35,
 BZ1102'45.6 M.
 BZ1102'(150 FT.) SOUTHWEST OF THE SOUTHWEST CORNER OF A CHURCH SIGN, 2.4 M.
 BZ1102'(8.0 FT.) EAST OF THE SOUTHEAST CORNER OF THE CHURCH, 1.0 M.
 BZ1102'(3.3 FT.) NORTH OF A CURB, 2.1 M. (6.9 FT.) EAST OF THE EAST FACE OF
 BZ1102'THE CHURCH.  DATUM POINT IS 11 CM. BELOW GROUND, ACCESS TO WHICH IS
 BZ1102'HAD THROUGH A 13-CM. LOGO CAP.
 BZ1102'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 BZ1102
 BZ1102                          STATION RECOVERY (1991)
 BZ1102
 BZ1102'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1102'RECOVERED IN GOOD CONDITION.
 BZ1102
 BZ1102                          STATION RECOVERY (1995)
 BZ1102
 BZ1102'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1102'RECOVERED IN GOOD CONDITION.
 BZ1102
 BZ1102                          STATION RECOVERY (2001)
 BZ1102
 BZ1102'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ1102'MARKER IS 1' BELOW THE SURFACE IN THE CHURCH YARD.
 BZ1102
 BZ1102                          STATION RECOVERY (2003)
 BZ1102
 BZ1102'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ1102'MARK NOT FOUND.
 BZ1102
 BZ1102                          STATION RECOVERY (2005)
 BZ1102
 BZ1102'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0808 ***********************************************************************
 BM0808  DESIGNATION -  B 1306
 BM0808  PID         -  BM0808
 BM0808  STATE/COUNTY-  TX/TRAVIS
 BM0808  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0808
 BM0808                         *CURRENT SURVEY CONTROL
 BM0808  ___________________________________________________________________
 BM0808* NAD 83(1986)-  30 26 59.     (N)    097 39 29.     (W)     SCALED    
 BM0808* NAVD 88     -       245.334  (meters)     804.90   (feet)  ADJUSTED  
 BM0808  ___________________________________________________________________
 BM0808  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BM0808  DYNAMIC HT  -         245.001 (meters)     803.81  (feet)  COMP
 BM0808  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 BM0808
 BM0808  VERT ORDER  -  FIRST     CLASS II
 BM0808
 BM0808.The horizontal coordinates were scaled from a topographic map and have
 BM0808.an estimated accuracy of +/- 6 seconds.
 BM0808
 BM0808.The orthometric height was determined by differential leveling
 BM0808.and adjusted by the National Geodetic Survey in June 1991..
 BM0808
 BM0808.The geoid height was determined by GEOID03.
 BM0808
 BM0808.The dynamic height is computed by dividing the NAVD 88
 BM0808.geopotential number by the normal gravity value computed on the
 BM0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0808.degrees latitude (g = 980.6199 gals.).
 BM0808
 BM0808.The modeled gravity was interpolated from observed gravity values.
 BM0808
 BM0808;                    North         East    Units  Estimated Accuracy
 BM0808;SPC TX C     - 3,089,900.      956,910.      MT  (+/- 180 meters Scaled)
 BM0808
 BM0808                          SUPERSEDED SURVEY CONTROL
 BM0808
 BM0808.No superseded survey control is available for this station.
 BM0808
 BM0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU288693(NAD 83)
 BM0808_MARKER: DB = BENCH MARK DISK
 BM0808_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BM0808_SP_SET: CULVERT HEADWALL
 BM0808_STAMPING: B 1306 1980
 BM0808_MARK LOGO: NGS   
 BM0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0808+STABILITY: SURFACE MOTION
 BM0808
 BM0808  HISTORY     - Date     Condition        Report By
 BM0808  HISTORY     - 1980     MONUMENTED       NGS
 BM0808  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0808  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 BM0808
 BM0808                          STATION DESCRIPTION
 BM0808
 BM0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0808'8.0 KM (5.0 MI) SOUTH FROM ROUND ROCK.
 BM0808'3.55 KM (2.2 MI) SOUTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0808'JUNCTION OF RANCH ROAD 620 WEST IN ROUND ROCK, THENCE 3.2 KM (2.0 MI)
 BM0808'SOUTH ALONG THE WEST FRONTAGE ROAD OF INTERSTATE 35, THENCE 0.7 KM
 BM0808'(0.45 MI) SOUTH-SOUTHEAST ALONG FARM ROAD 1825, THENCE 0.55 KM
 BM0808'(0.35 MI) SOUTHEAST ALONG CENTEX LANE, AT THE SECOND JUNCTION OF FARM
 BM0808'ROAD 1825 LEADING EAST TO PFLUGERVILLE, 12.6 METERS (41.4 FT)
 BM0808'NORTH-NORTHEAST OF THE CENTERLINE OF THE FARM ROAD, 24.0 METERS
 BM0808'(79.0 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF THE LANE, IN TOP AND
 BM0808'0.3 METER (1.0 FT) EAST OF THE WEST END OF THE NORTH HEADWALL OF A
 BM0808'1.8-METER CONCRETE BOX CULVERT.
 BM0808'THE MARK IS 1.8 M BELOW THE FARM ROAD.
 BM0808
 BM0808                          STATION RECOVERY (1990)
 BM0808
 BM0808'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0808'MARK NOT FOUND.
 BM0808
 BM0808                          STATION RECOVERY (1995)
 BM0808
 BM0808'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0759 ***********************************************************************
 BM0759  DESIGNATION -  B 1307
 BM0759  PID         -  BM0759
 BM0759  STATE/COUNTY-  TX/TRAVIS
 BM0759  USGS QUAD   -  OAK HILL (1988)
 BM0759
 BM0759                         *CURRENT SURVEY CONTROL
 BM0759  ___________________________________________________________________
 BM0759* NAD 83(1986)-  30 10 58.     (N)    097 46 57.     (W)     SCALED    
 BM0759* NAVD 88     -       191.070  (meters)     626.87   (feet)  ADJUSTED  
 BM0759  ___________________________________________________________________
 BM0759  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0759  DYNAMIC HT  -         190.806 (meters)     626.00  (feet)  COMP
 BM0759  MODELED GRAV-     979,258.1   (mgal)                       NAVD 88
 BM0759
 BM0759  VERT ORDER  -  FIRST     CLASS II
 BM0759
 BM0759.The horizontal coordinates were scaled from a topographic map and have
 BM0759.an estimated accuracy of +/- 6 seconds.
 BM0759
 BM0759.The orthometric height was determined by differential leveling
 BM0759.and adjusted by the National Geodetic Survey in June 1991..
 BM0759
 BM0759.The geoid height was determined by GEOID03.
 BM0759
 BM0759.The dynamic height is computed by dividing the NAVD 88
 BM0759.geopotential number by the normal gravity value computed on the
 BM0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0759.degrees latitude (g = 980.6199 gals.).
 BM0759
 BM0759.The modeled gravity was interpolated from observed gravity values.
 BM0759
 BM0759;                    North         East    Units  Estimated Accuracy
 BM0759;SPC TX C     - 3,060,030.      945,640.      MT  (+/- 180 meters Scaled)
 BM0759
 BM0759                          SUPERSEDED SURVEY CONTROL
 BM0759
 BM0759.No superseded survey control is available for this station.
 BM0759
 BM0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU172396(NAD 83)
 BM0759_MARKER: I = METAL ROD
 BM0759_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0759_SP_SET: STAINLESS STEEL ROD
 BM0759_STAMPING: B 1307 1980
 BM0759_MARK LOGO: NGS   
 BM0759_PROJECTION: RECESSED 3 CENTIMETERS
 BM0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0759_ROD/PIPE-DEPTH: 7.2  meters
 BM0759
 BM0759  HISTORY     - Date     Condition        Report By
 BM0759  HISTORY     - 1980     MONUMENTED       NGS
 BM0759  HISTORY     - 1990     GOOD             USPSQD
 BM0759  HISTORY     - 19910116 GOOD             USPSQD
 BM0759  HISTORY     - 19950725 GOOD             USPSQD
 BM0759  HISTORY     - 20050213 GOOD             USPSQD
 BM0759
 BM0759                          STATION DESCRIPTION
 BM0759
 BM0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0759'4.8 KM (3.0 MI) SW FROM AUSTIN.
 BM0759'4.8 KM (3.0 MI) SOUTHWEST ALONG CONGRESS AVENUE FROM THE JUNCTION OF
 BM0759'BEN WHITE BOULEVARD IN AUSTIN, AT THE JUNCTION OF DITTMAR ROAD,
 BM0759'18.9 METERS (62.0 FT) NORTHWEST OF THE CENTERLINE OF THE AVENUE,
 BM0759'51.8 METERS (170 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 BM0759'39.4 METERS (129 FT) SOUTHWEST OF A PIPELINE CROSSING, 0.75 METER
 BM0759'(2.5 FT) SOUTHWEST OF POWERLINE POLE NUMBER A1832 WITH A GUY WIRE.
 BM0759'NOTE-ROD DRIVEN TO REFUSAL.
 BM0759'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 BM0759'THE MARK IS ABOVE LEVEL WITH CONGRESS AVENUE.
 BM0759
 BM0759                          STATION RECOVERY (1990)
 BM0759
 BM0759'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0759'RECOVERED IN GOOD CONDITION.
 BM0759
 BM0759                          STATION RECOVERY (1991)
 BM0759
 BM0759'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0759'RECOVERED IN GOOD CONDITION.
 BM0759
 BM0759                          STATION RECOVERY (1995)
 BM0759
 BM0759'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0759'RECOVERED IN GOOD CONDITION.
 BM0759
 BM0759                          STATION RECOVERY (2005)
 BM0759
 BM0759'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1576 ***********************************************************************
 AY1576  DESIGNATION -  B 1307 X
 AY1576  PID         -  AY1576
 AY1576  STATE/COUNTY-  TX/COMAL
 AY1576  USGS QUAD   -  HUNTER (1994)
 AY1576
 AY1576                         *CURRENT SURVEY CONTROL
 AY1576  ___________________________________________________________________
 AY1576* NAD 83(1986)-  29 46 50.     (N)    098 02 04.     (W)     SCALED    
 AY1576* NAVD 88     -       204.031  (meters)     669.39   (feet)  ADJUSTED  
 AY1576  ___________________________________________________________________
 AY1576  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY1576  DYNAMIC HT  -         203.742 (meters)     668.44  (feet)  COMP
 AY1576  MODELED GRAV-     979,217.8   (mgal)                       NAVD 88
 AY1576
 AY1576  VERT ORDER  -  FIRST     CLASS II
 AY1576
 AY1576.The horizontal coordinates were scaled from a topographic map and have
 AY1576.an estimated accuracy of +/- 6 seconds.
 AY1576
 AY1576.The orthometric height was determined by differential leveling
 AY1576.and adjusted by the National Geodetic Survey in June 1991..
 AY1576
 AY1576.The geoid height was determined by GEOID03.
 AY1576
 AY1576.The dynamic height is computed by dividing the NAVD 88
 AY1576.geopotential number by the normal gravity value computed on the
 AY1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1576.degrees latitude (g = 980.6199 gals.).
 AY1576
 AY1576.The modeled gravity was interpolated from observed gravity values.
 AY1576
 AY1576;                    North         East    Units  Estimated Accuracy
 AY1576;SPC TXSC     - 4,216,190.      693,360.      MT  (+/- 180 meters Scaled)
 AY1576
 AY1576                          SUPERSEDED SURVEY CONTROL
 AY1576
 AY1576.No superseded survey control is available for this station.
 AY1576
 AY1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT933948(NAD 83)
 AY1576_MARKER: I = METAL ROD
 AY1576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1576_SP_SET: STAINLESS STEEL ROD
 AY1576_STAMPING: B 1307 X 1980
 AY1576_MARK LOGO: NGS   
 AY1576_PROJECTION: FLUSH
 AY1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1576_ROD/PIPE-DEPTH: 5.7  meters
 AY1576
 AY1576  HISTORY     - Date     Condition        Report By
 AY1576  HISTORY     - 1980     MONUMENTED       NGS
 AY1576  HISTORY     - 19880311 GOOD             USPSQD
 AY1576  HISTORY     - 1989     GOOD             USPSQD
 AY1576  HISTORY     - 19890120 GOOD             USPSQD
 AY1576  HISTORY     - 1990     GOOD             USPSQD
 AY1576  HISTORY     - 19930808 GOOD             USPSQD
 AY1576  HISTORY     - 19990925 GOOD             USPSQD
 AY1576  HISTORY     - 20060719 GOOD             USPSQD
 AY1576
 AY1576                          STATION DESCRIPTION
 AY1576
 AY1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1576'14.9 KM (9.25 MI) SW FROM SAN MARCOS.
 AY1576'14.9 KM (9.25 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1576'35 FROM THE JUNCTION OF LOOP 82 AND STATE HIGHWAY 123 IN SAN MARCOS,
 AY1576'ALSO 7.8 KM (4.85 MI) NORTHEAST ALONG THE WEST FRONTAGE ROAD OF
 AY1576'INTERSTATE 35 FROM THE JUNCTION OF FARM ROADS 306 AND 483 AT THE
 AY1576'NORTHEAST EDGE OF NEW BRAUNFELS, AT THE JUNCTION OF WATSON LANE
 AY1576'LEADING NORTHWEST, 9.8 METERS (32.3 FT) WEST OF THE CENTERLINE OF THE
 AY1576'FRONTAGE ROAD, 14.0 METERS (46.0 FT) NORTH OF THE CENTERLINE OF THE
 AY1576'LANE, 0.3 METER (1.0 FT) SOUTH-SOUTHEAST OF A FENCE, 0.75 METER
 AY1576'(2.5 FT) WEST-SOUTHWEST OF A CORNER FENCE POST, 2.3 METERS (7.6 FT)
 AY1576'NORTHWEST OF A POWERLINE POLE WITH A WOODEN POLE SUPPORT, 1.8 METERS
 AY1576'(5.9 FT) NORTHWEST OF A TELEPHONE CABLE JUNCTION BOX, 1.1 METERS
 AY1576'(3.6 FT) WEST-SOUTHWEST OF A RIGHT-OF-WAY MARKER, 10.4 METERS
 AY1576'(34.0 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A 11 BY 14-METER
 AY1576'ABANDONED BUILDING FOUNDATION.  NOTE-DATUM POINT IS STAMPED B 1307.
 AY1576'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 AY1576'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 AY1576
 AY1576                          STATION RECOVERY (1988)
 AY1576
 AY1576'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY1576'RECOVERED IN GOOD CONDITION.
 AY1576
 AY1576                          STATION RECOVERY (1989)
 AY1576
 AY1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1576'RECOVERED IN GOOD CONDITION.
 AY1576
 AY1576                          STATION RECOVERY (1989)
 AY1576
 AY1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1576'RECOVERED IN GOOD CONDITION.
 AY1576
 AY1576                          STATION RECOVERY (1990)
 AY1576
 AY1576'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AY1576'RECOVERED IN GOOD CONDITION.
 AY1576
 AY1576                          STATION RECOVERY (1993)
 AY1576
 AY1576'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1576'RECOVERED IN GOOD CONDITION.
 AY1576
 AY1576                          STATION RECOVERY (1999)
 AY1576
 AY1576'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1576'RECOVERED IN GOOD CONDITION.
 AY1576
 AY1576                          STATION RECOVERY (2006)
 AY1576
 AY1576'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1572 ***********************************************************************
 AY1572  DESIGNATION -  B 1308
 AY1572  PID         -  AY1572
 AY1572  STATE/COUNTY-  TX/COMAL
 AY1572  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY1572
 AY1572                         *CURRENT SURVEY CONTROL
 AY1572  ___________________________________________________________________
 AY1572* NAD 83(1986)-  29 44 13.     (N)    098 04 08.     (W)     SCALED    
 AY1572* NAVD 88     -       203.775  (meters)     668.55   (feet)  ADJUSTED  
 AY1572  ___________________________________________________________________
 AY1572  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AY1572  DYNAMIC HT  -         203.484 (meters)     667.60  (feet)  COMP
 AY1572  MODELED GRAV-     979,213.0   (mgal)                       NAVD 88
 AY1572
 AY1572  VERT ORDER  -  FIRST     CLASS II
 AY1572
 AY1572.The horizontal coordinates were scaled from a topographic map and have
 AY1572.an estimated accuracy of +/- 6 seconds.
 AY1572
 AY1572.The orthometric height was determined by differential leveling
 AY1572.and adjusted by the National Geodetic Survey in June 1991..
 AY1572
 AY1572.The geoid height was determined by GEOID03.
 AY1572
 AY1572.The dynamic height is computed by dividing the NAVD 88
 AY1572.geopotential number by the normal gravity value computed on the
 AY1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1572.degrees latitude (g = 980.6199 gals.).
 AY1572
 AY1572.The modeled gravity was interpolated from observed gravity values.
 AY1572
 AY1572;                    North         East    Units  Estimated Accuracy
 AY1572;SPC TXSC     - 4,211,330.      690,060.      MT  (+/- 180 meters Scaled)
 AY1572
 AY1572                          SUPERSEDED SURVEY CONTROL
 AY1572
 AY1572.No superseded survey control is available for this station.
 AY1572
 AY1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT900900(NAD 83)
 AY1572_MARKER: DB = BENCH MARK DISK
 AY1572_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1572_SP_SET: MULTI-CHANNEL BOX CULVERT
 AY1572_STAMPING: B 1308 1980
 AY1572_MARK LOGO: NGS   
 AY1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1572
 AY1572  HISTORY     - Date     Condition        Report By
 AY1572  HISTORY     - 1980     MONUMENTED       NGS
 AY1572  HISTORY     - 1990     GOOD             USPSQD
 AY1572  HISTORY     - 1990     GOOD             USPSQD
 AY1572  HISTORY     - 19930808 GOOD             USPSQD
 AY1572  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY1572
 AY1572                          STATION DESCRIPTION
 AY1572
 AY1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1572'1.6 KM (0.85 MI) NE FROM NEW BRAUNFELS.
 AY1572'1.6 KM (0.85 MI) NORTHEAST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1572'35 FROM THE JUNCTION OF FARM ROADS 306 AND 483 AT THE NORTHEAST EDGE
 AY1572'OF NEW BRAUNFELS, IN TOP AND 0.3 METER (1.0 FT) NORTH OF THE SOUTH END
 AY1572'OF THE WEST CONCRETE GUARDRAIL OF A TWENTY-SIX CHANNEL BOX CULVERT
 AY1572'UNDER THE INTERSTATE, 16.0 METERS (52.4 FT) EAST OF THE CENTERLINE OF
 AY1572'THE FRONTAGE ROAD, 7.6 METERS (24.9 FT) WEST OF THE CENTERLINE OF
 AY1572'INTERSTATE 35 SOUTHBOUND.
 AY1572'THE MARK IS 0.2 M ABOVE THE INTERSTATE.
 AY1572
 AY1572                          STATION RECOVERY (1990)
 AY1572
 AY1572'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1572'RECOVERED IN GOOD CONDITION.
 AY1572
 AY1572                          STATION RECOVERY (1990)
 AY1572
 AY1572'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AY1572'RECOVERED IN GOOD CONDITION.
 AY1572
 AY1572                          STATION RECOVERY (1993)
 AY1572
 AY1572'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1572'RECOVERED IN GOOD CONDITION.
 AY1572
 AY1572                          STATION RECOVERY (2003)
 AY1572
 AY1572'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 AY1572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1545 ***********************************************************************
 AY1545  DESIGNATION -  B 1309
 AY1545  PID         -  AY1545
 AY1545  STATE/COUNTY-  TX/BEXAR
 AY1545  USGS QUAD   -  SCHERTZ (1992)
 AY1545
 AY1545                         *CURRENT SURVEY CONTROL
 AY1545  ___________________________________________________________________
 AY1545* NAD 83(1986)-  29 34 44.     (N)    098 19 08.     (W)     SCALED    
 AY1545* NAVD 88     -       230.944  (meters)     757.69   (feet)  ADJUSTED  
 AY1545  ___________________________________________________________________
 AY1545  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AY1545  DYNAMIC HT  -         230.607 (meters)     756.58  (feet)  COMP
 AY1545  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AY1545
 AY1545  VERT ORDER  -  FIRST     CLASS II
 AY1545
 AY1545.The horizontal coordinates were scaled from a topographic map and have
 AY1545.an estimated accuracy of +/- 6 seconds.
 AY1545
 AY1545.The orthometric height was determined by differential leveling
 AY1545.and adjusted by the National Geodetic Survey in June 1991..
 AY1545
 AY1545.The geoid height was determined by GEOID03.
 AY1545
 AY1545.The dynamic height is computed by dividing the NAVD 88
 AY1545.geopotential number by the normal gravity value computed on the
 AY1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1545.degrees latitude (g = 980.6199 gals.).
 AY1545
 AY1545.The modeled gravity was interpolated from observed gravity values.
 AY1545
 AY1545;                    North         East    Units  Estimated Accuracy
 AY1545;SPC TXSC     - 4,193,650.      665,990.      MT  (+/- 180 meters Scaled)
 AY1545
 AY1545                          SUPERSEDED SURVEY CONTROL
 AY1545
 AY1545.No superseded survey control is available for this station.
 AY1545
 AY1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT659723(NAD 83)
 AY1545_MARKER: I = METAL ROD
 AY1545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1545_SP_SET: STAINLESS STEEL ROD
 AY1545_STAMPING: B 1309 1980
 AY1545_MARK LOGO: NGS   
 AY1545_PROJECTION: RECESSED 3 CENTIMETERS
 AY1545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1545_ROD/PIPE-DEPTH: 11.4 meters
 AY1545
 AY1545  HISTORY     - Date     Condition        Report By
 AY1545  HISTORY     - 1980     MONUMENTED       NGS
 AY1545  HISTORY     - 1989     GOOD             USPSQD
 AY1545  HISTORY     - 1990     GOOD             USPSQD
 AY1545  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AY1545
 AY1545                          STATION DESCRIPTION
 AY1545
 AY1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1545'1.7 KM (1.05 MI) SW FROM SELMA.
 AY1545'1.7 KM (1.05 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1545'35 FROM THE SOUTHWEST END OF THE BRIDGE OVER CIBOLO CREEK IN SELMA,
 AY1545'ALSO 25.7 KM (15.95 MI) SOUTHWEST ALONG THE FRONTAGE ROAD FROM THE
 AY1545'JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, 31.1 METERS
 AY1545'(102 FT) NORTHWEST OF AN OLD AUSTIN ROAD EXIT SIGN, 58.5 METERS
 AY1545'(192 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING NORTHWEST,
 AY1545'12.8 METERS (42.1 FT) NORTHWEST OF THE CENTERLINE OF THE FRONTAGE
 AY1545'ROAD, 0.3 METER (1.0 FT) SOUTHWEST OF A FENCE, 1.2 METERS (4.0 FT)
 AY1545'NORTH-NORTHEAST OF GUYED POWERLINE POLE NUMBER 112, 0.8 METER (2.7 FT)
 AY1545'NORTHEAST OF A CORNER FENCE POST.
 AY1545'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AY1545'THE MARK IS 0.15 M BELOW THE ROAD.
 AY1545
 AY1545                          STATION RECOVERY (1989)
 AY1545
 AY1545'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1545'RECOVERED IN GOOD CONDITION.
 AY1545
 AY1545                          STATION RECOVERY (1990)
 AY1545
 AY1545'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1545'RECOVERED IN GOOD CONDITION.
 AY1545
 AY1545                          STATION RECOVERY (1999)
 AY1545
 AY1545'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2304 ***********************************************************************
 CS2304  DESIGNATION -  B 131 RESET 1966
 CS2304  PID         -  CS2304
 CS2304  STATE/COUNTY-  TX/PARKER
 CS2304  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS2304
 CS2304                         *CURRENT SURVEY CONTROL
 CS2304  ___________________________________________________________________
 CS2304* NAD 83(1986)-  32 43 43.     (N)    097 47 21.     (W)     SCALED    
 CS2304* NAVD 88     -       343.327  (meters)    1126.40   (feet)  ADJUSTED  
 CS2304  ___________________________________________________________________
 CS2304  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CS2304  DYNAMIC HT  -         342.908 (meters)    1125.02  (feet)  COMP
 CS2304  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 CS2304
 CS2304  VERT ORDER  -  FIRST     CLASS II
 CS2304
 CS2304.The horizontal coordinates were scaled from a topographic map and have
 CS2304.an estimated accuracy of +/- 6 seconds.
 CS2304
 CS2304.The orthometric height was determined by differential leveling
 CS2304.and adjusted by the National Geodetic Survey in June 1991..
 CS2304
 CS2304.The geoid height was determined by GEOID03.
 CS2304
 CS2304.The dynamic height is computed by dividing the NAVD 88
 CS2304.geopotential number by the normal gravity value computed on the
 CS2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2304.degrees latitude (g = 980.6199 gals.).
 CS2304
 CS2304.The modeled gravity was interpolated from observed gravity values.
 CS2304
 CS2304;                    North         East    Units  Estimated Accuracy
 CS2304;SPC TXNC     - 2,117,980.      666,620.      MT  (+/- 180 meters Scaled)
 CS2304
 CS2304                          SUPERSEDED SURVEY CONTROL
 CS2304
 CS2304  NGVD 29 (??/??/??)  343.24   (m)         1126.1    (f) RESET       3  
 CS2304
 CS2304.Superseded values are not recommended for survey control.
 CS2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2304.See file dsdata.txt to determine how the superseded data were derived.
 CS2304
 CS2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB134218(NAD 83)
 CS2304_MARKER: DB = BENCH MARK DISK
 CS2304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2304_SP_SET: CULVERT
 CS2304_STAMPING: B 131 RESET 1966
 CS2304_MARK LOGO: CGS   
 CS2304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2304
 CS2304  HISTORY     - Date     Condition        Report By
 CS2304  HISTORY     - 1966     MONUMENTED       TXHD
 CS2304  HISTORY     - 1967     GOOD             TXHD
 CS2304  HISTORY     - 1983     GOOD             NGS
 CS2304  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2304  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS2304
 CS2304                          STATION DESCRIPTION
 CS2304
 CS2304'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1967
 CS2304'2.4 MI S FROM WEATHERFORD.
 CS2304'2.4 MILES SOUTH ALONG STATE HIGHWAY 171 FROM THE COURTHOUSE AT
 CS2304'WEATHERFORD, SET IN THE TOP OF THE WEST HEADWALL OF A 24 INCH CONCRETE
 CS2304'PIPE CULVERT, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY. NOTE--
 CS2304'(USE WITH CAUTION).
 CS2304
 CS2304                          STATION RECOVERY (1983)
 CS2304
 CS2304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2304'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.2 KM (0.1 MI)
 CS2304'SOUTH ALONG STATE HIGHWAY 171 FROM ITS JUNCTION WITH INTERSTATE
 CS2304'HIGHWAY 20 IN WEATHERFORD.
 CS2304
 CS2304                          STATION RECOVERY (1997)
 CS2304
 CS2304'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2304'MARK NOT FOUND.
 CS2304
 CS2304                          STATION RECOVERY (2002)
 CS2304
 CS2304'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0776 ***********************************************************************
 DN0776  DESIGNATION -  B 132
 DN0776  PID         -  DN0776
 DN0776  STATE/COUNTY-  TX/WISE
 DN0776  USGS QUAD   -  DECATUR (1972)
 DN0776
 DN0776                         *CURRENT SURVEY CONTROL
 DN0776  ___________________________________________________________________
 DN0776* NAD 83(1986)-  33 11 51.     (N)    097 33 38.     (W)     SCALED    
 DN0776* NAVD 88     -       303.287  (meters)     995.03   (feet)  ADJUSTED  
 DN0776  ___________________________________________________________________
 DN0776  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DN0776  DYNAMIC HT  -         302.935 (meters)     993.88  (feet)  COMP
 DN0776  MODELED GRAV-     979,467.0   (mgal)                       NAVD 88
 DN0776
 DN0776  VERT ORDER  -  FIRST     CLASS II
 DN0776
 DN0776.The horizontal coordinates were scaled from a topographic map and have
 DN0776.an estimated accuracy of +/- 6 seconds.
 DN0776
 DN0776.The orthometric height was determined by differential leveling
 DN0776.and adjusted by the National Geodetic Survey in June 1991..
 DN0776
 DN0776.The geoid height was determined by GEOID03.
 DN0776
 DN0776.The dynamic height is computed by dividing the NAVD 88
 DN0776.geopotential number by the normal gravity value computed on the
 DN0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0776.degrees latitude (g = 980.6199 gals.).
 DN0776
 DN0776.The modeled gravity was interpolated from observed gravity values.
 DN0776
 DN0776;                    North         East    Units  Estimated Accuracy
 DN0776;SPC TXNC     - 2,170,150.      687,590.      MT  (+/- 180 meters Scaled)
 DN0776
 DN0776                          SUPERSEDED SURVEY CONTROL
 DN0776
 DN0776  NGVD 29 (??/??/92)  303.212  (m)          994.79   (f) ADJ UNCH    1 2
 DN0776
 DN0776.Superseded values are not recommended for survey control.
 DN0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0776.See file dsdata.txt to determine how the superseded data were derived.
 DN0776
 DN0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB341741(NAD 83)
 DN0776_MARKER: DB = BENCH MARK DISK
 DN0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0776_STAMPING: B 132 1952
 DN0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0776+STABILITY: SURFACE MOTION
 DN0776
 DN0776  HISTORY     - Date     Condition        Report By
 DN0776  HISTORY     - 1952     MONUMENTED       CGS
 DN0776  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0776  HISTORY     - 19990827 MARK NOT FOUND   USPSQD
 DN0776
 DN0776                          STATION DESCRIPTION
 DN0776
 DN0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0776'2.8 MI SE FROM DECATUR.
 DN0776'2.8 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0776'THE STATION AT DECATUR, AT A ROAD CROSSING, 60 FEET SOUTH OF THE
 DN0776'CENTER LINE OF A ROAD LEADING EAST, 43.6 FEET NORTHEAST OF THE
 DN0776'NORTHEAST RAIL, 31 FEET SOUTHEAST OF A TELEGRAPH POLE, 2.4 FEET
 DN0776'SOUTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 DN0776'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 DN0776
 DN0776                          STATION RECOVERY (1984)
 DN0776
 DN0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0776'THERE HAS BEEN GRADING AT THIS LOCATION.
 DN0776
 DN0776                          STATION RECOVERY (1999)
 DN0776
 DN0776'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0001 ***********************************************************************
 DO0001  DESIGNATION -  B 133
 DO0001  PID         -  DO0001
 DO0001  STATE/COUNTY-  TX/WICHITA
 DO0001  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0001
 DO0001                         *CURRENT SURVEY CONTROL
 DO0001  ___________________________________________________________________
 DO0001* NAD 83(1986)-  33 54 43.     (N)    098 29 42.     (W)     SCALED    
 DO0001* NAVD 88     -       290.879  (meters)     954.33   (feet)  ADJUSTED  
 DO0001  ___________________________________________________________________
 DO0001  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DO0001  DYNAMIC HT  -         290.560 (meters)     953.28  (feet)  COMP
 DO0001  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 DO0001
 DO0001  VERT ORDER  -  FIRST     CLASS II
 DO0001
 DO0001.The horizontal coordinates were scaled from a topographic map and have
 DO0001.an estimated accuracy of +/- 6 seconds.
 DO0001
 DO0001.The orthometric height was determined by differential leveling
 DO0001.and adjusted by the National Geodetic Survey in June 1991..
 DO0001
 DO0001.The geoid height was determined by GEOID03.
 DO0001
 DO0001.The dynamic height is computed by dividing the NAVD 88
 DO0001.geopotential number by the normal gravity value computed on the
 DO0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0001.degrees latitude (g = 980.6199 gals.).
 DO0001
 DO0001.The modeled gravity was interpolated from observed gravity values.
 DO0001
 DO0001;                    North         East    Units  Estimated Accuracy
 DO0001;SPC TXNC     - 2,248,990.      600,460.      MT  (+/- 180 meters Scaled)
 DO0001
 DO0001                          SUPERSEDED SURVEY CONTROL
 DO0001
 DO0001  NGVD 29 (??/??/92)  290.800  (m)          954.07   (f) ADJ UNCH    1 2
 DO0001
 DO0001.Superseded values are not recommended for survey control.
 DO0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0001.See file dsdata.txt to determine how the superseded data were derived.
 DO0001
 DO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC466525(NAD 83)
 DO0001_MARKER: DB = BENCH MARK DISK
 DO0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0001_SP_SET: STEPS
 DO0001_STAMPING: 954.066 B 133 1933
 DO0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0001
 DO0001  HISTORY     - Date     Condition        Report By
 DO0001  HISTORY     - 1933     MONUMENTED       CGS
 DO0001  HISTORY     - 1957     GOOD             NGS
 DO0001  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0001
 DO0001                          STATION DESCRIPTION
 DO0001
 DO0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0001'IN WICHITA FALLS.
 DO0001'AT WICHITA FALLS, WICHITA COUNTY, AT THE SOUTHWEST SIDE OF THE
 DO0001'COURTHOUSE, AT THE SOUTHEAST ENTRANCE TO THE BASEMENT, AND ON THE
 DO0001'NORTHEAST SIDE OF THE STEPS.  A STANDARD DISK, STAMPED 954.066 B 133
 DO0001'1933.
 DO0001
 DO0001                          STATION RECOVERY (2001)
 DO0001
 DO0001'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0002 ***********************************************************************
 DO0002  DESIGNATION -  B 133 RESET 1962
 DO0002  PID         -  DO0002
 DO0002  STATE/COUNTY-  TX/WICHITA
 DO0002  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0002
 DO0002                         *CURRENT SURVEY CONTROL
 DO0002  ___________________________________________________________________
 DO0002* NAD 83(1986)-  33 54 43.     (N)    098 29 42.     (W)     SCALED    
 DO0002* NAVD 88     -       290.737  (meters)     953.86   (feet)  ADJUSTED  
 DO0002  ___________________________________________________________________
 DO0002  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DO0002  DYNAMIC HT  -         290.418 (meters)     952.81  (feet)  COMP
 DO0002  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 DO0002
 DO0002  VERT ORDER  -  FIRST     CLASS II
 DO0002
 DO0002.The horizontal coordinates were scaled from a topographic map and have
 DO0002.an estimated accuracy of +/- 6 seconds.
 DO0002
 DO0002.The orthometric height was determined by differential leveling
 DO0002.and adjusted by the National Geodetic Survey in June 1991..
 DO0002
 DO0002.The geoid height was determined by GEOID03.
 DO0002
 DO0002.The dynamic height is computed by dividing the NAVD 88
 DO0002.geopotential number by the normal gravity value computed on the
 DO0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0002.degrees latitude (g = 980.6199 gals.).
 DO0002
 DO0002.The modeled gravity was interpolated from observed gravity values.
 DO0002
 DO0002;                    North         East    Units  Estimated Accuracy
 DO0002;SPC TXNC     - 2,248,990.      600,460.      MT  (+/- 180 meters Scaled)
 DO0002
 DO0002                          SUPERSEDED SURVEY CONTROL
 DO0002
 DO0002.No superseded survey control is available for this station.
 DO0002
 DO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC466525(NAD 83)
 DO0002_MARKER: DB = BENCH MARK DISK
 DO0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0002_SP_SET: SIDEWALK
 DO0002_STAMPING: B 133 RESET 1962
 DO0002_MARK LOGO: CGS   
 DO0002_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO0002+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1987
 DO0002
 DO0002  HISTORY     - Date     Condition        Report By
 DO0002  HISTORY     - 1962     MONUMENTED       CGS
 DO0002  HISTORY     - 1962     GOOD             NGS
 DO0002  HISTORY     - 1984     GOOD             NGS
 DO0002  HISTORY     - 19871106 GOOD             NGS
 DO0002  HISTORY     - 20010525 GOOD             USPSQD
 DO0002
 DO0002                          STATION DESCRIPTION
 DO0002
 DO0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DO0002'IN WICHITA FALLS.
 DO0002'AT WICHITA FALLS, WICHITA COUNTY, IN CONCRETE WALK AT THE SOUTHWEST
 DO0002'CORNER OF THE COURTHOUSE, AT THE SOUTHWEST ENTRANCE TO THE BASEMENT. A
 DO0002'STANDARD DISK, STAMPED B 133 RESET 1962.
 DO0002
 DO0002                          STATION RECOVERY (1984)
 DO0002
 DO0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0002'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN WICHITA
 DO0002'FALLS, AT 600 LAMAR STREET, IN THE SOUTHEAST CORNER OF THE SIDEWALK
 DO0002'LEADING TO THE BASEMENT OF THE COUNTY COURTHOUSE, 5.3 METERS (17.4 FT)
 DO0002'SOUTHEAST OF THE CENTER OF THE SOUTHEAST ENTRANCE, 3.0.METERS (9.8 FT)
 DO0002'NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 0.1 METER (0.3
 DO0002'FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE BUILDING.
 DO0002'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 DO0002
 DO0002                          STATION RECOVERY (1987)
 DO0002
 DO0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DW)
 DO0002'ANOTHER ALIAS IS NN 213. STATION IS AT WICHITA COUNTY COURTHOUSE
 DO0002'(BUILT 1961) IN DOWNTOWN WICHITA FALLS, TEXAS.  STATION IS 0.3 MI (0.5
 DO0002'KM) NW OF FEDERAL COURTHOUSE (AND POST OFFICE) .  TO ACCESS FROM
 DO0002'(WEST) END OF INTERSTATE 44 AT INTERSECTION OF EIGHTH STREET AND
 DO0002'HOLLIDAY STREET (ROUTES US 281 AND US 287) , GO NE ON EIGHTH STREET.
 DO0002'GO 0.46 MI (0.74 KM) AND TURN NW, LEFT, ONTO TRAVIS STREET.  GO 0.08
 DO0002'MI (0.13 KM) (ONE BLOCK) TO SEVENTH STREET.  COURTHOUSE IS IN NORTH
 DO0002'CORNER OF INTERSECTION.  STATION IS ON SW SIDE OF BUILDING, 55.1 M
 DO0002'(180.8 FT) NW OF CENTER OF SEVENTH STREET, 31.2 M (102.4 FT) NE OF
 DO0002'CENTER OF TRAVIS STREET, 2.8 M (9.2 FT) NW OF SOUTH CORNER OF
 DO0002'BUILDING, AND 5.1 M (16.7 FT) SE OF GATE TO HANDICAP ENTRANCE. STATION
 DO0002'IS OVER DISK IN SIDEWALK.
 DO0002
 DO0002                          STATION RECOVERY (2001)
 DO0002
 DO0002'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0001 ***********************************************************************
 EN0001  DESIGNATION -  B 135
 EN0001  PID         -  EN0001
 EN0001  STATE/COUNTY-  TX/CHILDRESS
 EN0001  USGS QUAD   -  ESTELLINE (1985)
 EN0001
 EN0001                         *CURRENT SURVEY CONTROL
 EN0001  ___________________________________________________________________
 EN0001* NAD 83(1986)-  34 31 27.     (N)    100 22 34.     (W)     SCALED    
 EN0001* NAVD 88     -       530.136  (meters)    1739.29   (feet)  ADJUSTED  
 EN0001  ___________________________________________________________________
 EN0001  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EN0001  DYNAMIC HT  -         529.535 (meters)    1737.32  (feet)  COMP
 EN0001  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 EN0001
 EN0001  VERT ORDER  -  FIRST     CLASS II
 EN0001
 EN0001.The horizontal coordinates were scaled from a topographic map and have
 EN0001.an estimated accuracy of +/- 6 seconds.
 EN0001
 EN0001.The orthometric height was determined by differential leveling
 EN0001.and adjusted by the National Geodetic Survey in June 1991..
 EN0001
 EN0001.The geoid height was determined by GEOID03.
 EN0001
 EN0001.The dynamic height is computed by dividing the NAVD 88
 EN0001.geopotential number by the normal gravity value computed on the
 EN0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0001.degrees latitude (g = 980.6199 gals.).
 EN0001
 EN0001.The modeled gravity was interpolated from observed gravity values.
 EN0001
 EN0001;                    North         East    Units  Estimated Accuracy
 EN0001;SPC TX N     - 1,058,740.      303,190.      MT  (+/- 180 meters Scaled)
 EN0001
 EN0001                          SUPERSEDED SURVEY CONTROL
 EN0001
 EN0001  NGVD 29 (??/??/92)  529.866  (m)         1738.40   (f) ADJ UNCH    1 2
 EN0001
 EN0001.Superseded values are not recommended for survey control.
 EN0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0001.See file dsdata.txt to determine how the superseded data were derived.
 EN0001
 EN0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD737211(NAD 83)
 EN0001_MARKER: DB = BENCH MARK DISK
 EN0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0001_SP_SET: CULVERT
 EN0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0001
 EN0001  HISTORY     - Date     Condition        Report By
 EN0001  HISTORY     - UNK      MONUMENTED       CGS
 EN0001  HISTORY     - 1933     GOOD             NGS
 EN0001  HISTORY     - 1958     GOOD             NGS
 EN0001
 EN0001                          STATION DESCRIPTION
 EN0001
 EN0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0001'5.1 MI NW FROM CAREY.
 EN0001'AT MILEAGE 232.87, SET IN SOUTHEAST CORNER OF SOUTHWEST END OF
 EN0001'CONCRETE RAILROAD CULVERT.
 EN0001
 EN0001                          STATION RECOVERY (1958)
 EN0001
 EN0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0188 ***********************************************************************
 EN0188  DESIGNATION -  B 136
 EN0188  PID         -  EN0188
 EN0188  STATE/COUNTY-  TX/DONLEY
 EN0188  USGS QUAD   -  CLARENDON (1982)
 EN0188
 EN0188                         *CURRENT SURVEY CONTROL
 EN0188  ___________________________________________________________________
 EN0188* NAD 83(1986)-  34 58 58.     (N)    100 53 36.     (W)     SCALED    
 EN0188* NAVD 88     -       842.133  (meters)    2762.90   (feet)  POSTED    
 EN0188  ___________________________________________________________________
 EN0188  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EN0188  DYNAMIC HT  -         841.170 (meters)    2759.74  (feet)  COMP
 EN0188  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 EN0188
 EN0188  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0188
 EN0188.The horizontal coordinates were scaled from a topographic map and have
 EN0188.an estimated accuracy of +/- 6 seconds.
 EN0188
 EN0188.The orthometric height was determined by differential leveling
 EN0188.and adjusted by the National Geodetic Survey in 1992..
 EN0188.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0188.rate of 1.1 thru 2.0 mm/km.
 EN0188
 EN0188.The geoid height was determined by GEOID03.
 EN0188
 EN0188.The dynamic height is computed by dividing the NAVD 88
 EN0188.geopotential number by the normal gravity value computed on the
 EN0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0188.degrees latitude (g = 980.6199 gals.).
 EN0188
 EN0188.The modeled gravity was interpolated from observed gravity values.
 EN0188
 EN0188;                    North         East    Units  Estimated Accuracy
 EN0188;SPC TX N     - 1,109,200.      255,390.      MT  (+/- 180 meters Scaled)
 EN0188
 EN0188                          SUPERSEDED SURVEY CONTROL
 EN0188
 EN0188  NGVD 29 (??/??/92)  841.727  (m)         2761.57   (f) ADJ UNCH    1 2
 EN0188
 EN0188.Superseded values are not recommended for survey control.
 EN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0188.See file dsdata.txt to determine how the superseded data were derived.
 EN0188
 EN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD271727(NAD 83)
 EN0188_MARKER: DB = BENCH MARK DISK
 EN0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0188_STAMPING: B 136 1933
 EN0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0188+STABILITY: SURFACE MOTION
 EN0188
 EN0188  HISTORY     - Date     Condition        Report By
 EN0188  HISTORY     - 1933     MONUMENTED       CGS
 EN0188  HISTORY     - 1960     GOOD             USGS
 EN0188  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0188
 EN0188                          STATION DESCRIPTION
 EN0188
 EN0188'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 EN0188'3.5 MI N FROM CLARENDON.
 EN0188'CLARENDON, INTERSECTION OF U. S. HWY. 287 AND ST. HWY. 70.  2.6 MILES
 EN0188'NORTH OF ALONG ST. HWY. 70.  335 FT. WEST OF CENTERLINE OF HWY AT
 EN0188'ENTRANCE ROAD, 48 FT. SE OF SE CORNER OF OLD HOUSE, 6.6 FT. W. OF 16
 EN0188'IN. COTTONWOOD TREE.  A STANDARD DISK STAMPED B 136 1933 AND SET IN
 EN0188'TOP OF CONCRETE POST PROJECTING 0.1 FT. ABOVE GROUND.
 EN0188
 EN0188                          STATION RECOVERY (1984)
 EN0188
 EN0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0086 ***********************************************************************
 GK0086  DESIGNATION -  B 137
 GK0086  PID         -  GK0086
 GK0086  STATE/COUNTY-  TX/OCHILTREE
 GK0086  USGS QUAD   -  LAKE FRYER (1973)
 GK0086
 GK0086                         *CURRENT SURVEY CONTROL
 GK0086  ___________________________________________________________________
 GK0086* NAD 83(1993)-  36 09 48.61494(N)    100 40 53.52675(W)     ADJUSTED  
 GK0086* NAVD 88     -       842.551  (meters)    2764.27   (feet)  ADJUSTED  
 GK0086  ___________________________________________________________________
 GK0086  X           -    -955,659.057 (meters)                     COMP
 GK0086  Y           -  -5,066,632.140 (meters)                     COMP
 GK0086  Z           -   3,743,334.883 (meters)                     COMP
 GK0086  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 GK0086  ELLIP HEIGHT-         814.87  (meters)          (10/24/00) GPS OBS
 GK0086  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 GK0086  DYNAMIC HT  -         841.656 (meters)    2761.33  (feet)  COMP
 GK0086  MODELED GRAV-     979,542.3   (mgal)                       NAVD 88
 GK0086
 GK0086  HORZ ORDER  -  B
 GK0086  VERT ORDER  -  FIRST     CLASS II
 GK0086  ELLP ORDER  -  FOURTH    CLASS II
 GK0086
 GK0086.The horizontal coordinates were established by GPS observations
 GK0086.and adjusted by the National Geodetic Survey in February 1996..
 GK0086
 GK0086.The orthometric height was determined by differential leveling
 GK0086.and adjusted by the National Geodetic Survey in June 1991..
 GK0086
 GK0086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK0086
 GK0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0086
 GK0086.The ellipsoidal height was determined by GPS observations
 GK0086.and is referenced to NAD 83.
 GK0086
 GK0086.The geoid height was determined by GEOID03.
 GK0086
 GK0086.The dynamic height is computed by dividing the NAVD 88
 GK0086.geopotential number by the normal gravity value computed on the
 GK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0086.degrees latitude (g = 980.6199 gals.).
 GK0086
 GK0086.The modeled gravity was interpolated from observed gravity values.
 GK0086
 GK0086;                    North         East     Units Scale Factor Converg.
 GK0086;SPC TX N     - 1,240,325.413   273,641.995   MT  0.99999543   +0 28 27.6
 GK0086;SPC TX N     - 4,069,300.96    897,773.78   sFT  0.99999543   +0 28 27.6
 GK0086;UTM  14      - 4,003,393.574   348,754.035   MT  0.99988186   -0 59 32.8
 GK0086
 GK0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0086!SPC TX N     -   0.99987213  x   0.99999543  =   0.99986756
 GK0086!UTM  14      -   0.99987213  x   0.99988186  =   0.99975400
 GK0086
 GK0086                          SUPERSEDED SURVEY CONTROL
 GK0086
 GK0086  ELLIP H (02/20/96)  814.89   (m)                       GP(       ) 1 2
 GK0086  NAVD 88 (02/20/96)  842.55   (m)         2764.3    (f) LEVELING    3  
 GK0086  NGVD 29 (??/??/92)  842.188  (m)         2763.08   (f) ADJ UNCH    1 2
 GK0086
 GK0086.Superseded values are not recommended for survey control.
 GK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0086.See file dsdata.txt to determine how the superseded data were derived.
 GK0086
 GK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4875403394(NAD 83)
 GK0086_MARKER: DB = BENCH MARK DISK
 GK0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0086_STAMPING: B 137 1934
 GK0086_MARK LOGO: CGS   
 GK0086_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0086+STABILITY: SURFACE MOTION
 GK0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0086+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1995
 GK0086
 GK0086  HISTORY     - Date     Condition        Report By
 GK0086  HISTORY     - 1934     MONUMENTED       CGS
 GK0086  HISTORY     - 1973     GOOD             USGS
 GK0086  HISTORY     - 19950820 GOOD             NGS
 GK0086  HISTORY     - 20000120 GOOD             NGS
 GK0086
 GK0086                          STATION DESCRIPTION
 GK0086
 GK0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0086'18.6 MI SE FROM PERRYTON.
 GK0086'18.6 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 0.3 MILE SOUTH
 GK0086'OF SMALL WHITE FARM HOUSE.  54 FEET WEST OF THE CENTERLINE OF U.S.
 GK0086'HIGHWAY 83 UNDER CONSTRUCTION.  NOTE-- 409 FT. S OF NORTHUP CREEK
 GK0086'BRIDGE, 69 FT. W OF CENTER LINE OF HIGHWAY, 1 FT. W OF ROW FENCE. ON
 GK0086'THE TOP OF A SMALL HILL.
 GK0086
 GK0086                          STATION RECOVERY (1973)
 GK0086
 GK0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0086'RECOVERED IN GOOD CONDITION.
 GK0086
 GK0086                          STATION RECOVERY (1995)
 GK0086
 GK0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GK0086'THE STATION IS LOCATED 29.8 KM (18.50 MI)  SOUTHEAST OF PERRYTON.  TO
 GK0086'REACH THE STATION FROM THE COUNTY COURTHOUSE IN PERRYTON GO 29.8 KM
 GK0086'(18.50 MI)  SOUTHEASTERLY ALONG U.S.  HIGHWAY 83 TO THE STATION RIGHT
 GK0086'ON TOP OF A SMALL HILL.  THE STATION IS 124.7 M (409.1 FT)  SOUTH OF
 GK0086'NORTHUP CREEK BRIDGE, 27.7 M (90.9 FT)  SOUTHEAST OF A CONCRETE POST,
 GK0086'21.0 M (68.9 FT)  WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 M
 GK0086'(3.3 FT)  NORTHWEST OF A WOODEN WITNESS POST.
 GK0086
 GK0086                          STATION RECOVERY (2000)
 GK0086
 GK0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (WEH)
 GK0086'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1516 ***********************************************************************
 AY1516  DESIGNATION -  B 1377
 AY1516  PID         -  AY1516
 AY1516  STATE/COUNTY-  TX/BEXAR
 AY1516  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1516
 AY1516                         *CURRENT SURVEY CONTROL
 AY1516  ___________________________________________________________________
 AY1516* NAD 83(1986)-  29 24 29.     (N)    098 29 05.     (W)     SCALED    
 AY1516* NAVD 88     -       194.338  (meters)     637.59   (feet)  ADJUSTED  
 AY1516  ___________________________________________________________________
 AY1516  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AY1516  DYNAMIC HT  -         194.056 (meters)     636.67  (feet)  COMP
 AY1516  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AY1516
 AY1516  VERT ORDER  -  FIRST     CLASS II
 AY1516
 AY1516.The horizontal coordinates were scaled from a topographic map and have
 AY1516.an estimated accuracy of +/- 6 seconds.
 AY1516
 AY1516.The orthometric height was determined by differential leveling
 AY1516.and adjusted by the National Geodetic Survey in June 1991..
 AY1516
 AY1516.The geoid height was determined by GEOID03.
 AY1516
 AY1516.The dynamic height is computed by dividing the NAVD 88
 AY1516.geopotential number by the normal gravity value computed on the
 AY1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1516.degrees latitude (g = 980.6199 gals.).
 AY1516
 AY1516.The modeled gravity was interpolated from observed gravity values.
 AY1516
 AY1516;                    North         East    Units  Estimated Accuracy
 AY1516;SPC TXSC     - 4,174,630.      650,000.      MT  (+/- 180 meters Scaled)
 AY1516
 AY1516                          SUPERSEDED SURVEY CONTROL
 AY1516
 AY1516.No superseded survey control is available for this station.
 AY1516
 AY1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT499533(NAD 83)
 AY1516_MARKER: I = METAL ROD
 AY1516_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1516+WITH SETTING: INFORMATION.
 AY1516_SP_SET: SHALLOW SET METAL ROD
 AY1516_STAMPING: B 1377 1980
 AY1516_MARK LOGO: NGS   
 AY1516_PROJECTION: FLUSH
 AY1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1516_ROD/PIPE-DEPTH: 2.0  meters
 AY1516
 AY1516  HISTORY     - Date     Condition        Report By
 AY1516  HISTORY     - 1980     MONUMENTED       NGS
 AY1516  HISTORY     - 19950411 GOOD             USPSQD
 AY1516
 AY1516                          STATION DESCRIPTION
 AY1516
 AY1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1516'1.35 KM (0.85 MI) SE FROM SAN ANTONIO.
 AY1516'1.35 KM (0.85 MI) SOUTHEAST ALONG SOUTH PRESA STREET (SPUR 122) FROM
 AY1516'THE JUNCTION OF EAST DURANGO BOULEVARD IN SAN ANTONIO, AT A GRASSY
 AY1516'AREA BETWEEN THE INTERSECTIONS OF PRESA AND FLORIDA STREETS, AND
 AY1516'PRESA, LABOR, AND CAROLINA STREETS, 16.9 METERS (55.4 FT) NORTHEAST OF
 AY1516'THE CENTERLINE OF PRESA STREET, 18.8 METERS (62.0 FT) WEST OF THE
 AY1516'CENTERLINE OF LABOR STREET, 24.8 METERS (81.5 FT) SOUTHEAST OF THE
 AY1516'CENTERLINE OF FLORIDA STREET, 7.8 METERS (25.3 FT) NORTHEAST OF A
 AY1516'POWERLINE POLE WITH A TRANSFORMER AND THREE GUY WIRES, 1.1 METERS
 AY1516'(3.5 FT) SOUTH-SOUTHWEST OF THE ANCHOR POINT OF TWO GUY WIRES,
 AY1516'0.75 METER (2.4 FT) SOUTHEAST OF A SINGLE GUY WIRE ANCHOR.
 AY1516'THE MARK IS ABOVE LEVEL WITH PRESA STREET.
 AY1516
 AY1516                          STATION RECOVERY (1995)
 AY1516
 AY1516'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1484 ***********************************************************************
 AY1484  DESIGNATION -  B 1378
 AY1484  PID         -  AY1484
 AY1484  STATE/COUNTY-  TX/WILSON
 AY1484  USGS QUAD   -  POTH (1961)
 AY1484
 AY1484                         *CURRENT SURVEY CONTROL
 AY1484  ___________________________________________________________________
 AY1484* NAD 83(1986)-  29 06 48.     (N)    098 07 23.     (W)     SCALED    
 AY1484* NAVD 88     -       135.104  (meters)     443.25   (feet)  ADJUSTED  
 AY1484  ___________________________________________________________________
 AY1484  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY1484  DYNAMIC HT  -         134.912 (meters)     442.62  (feet)  COMP
 AY1484  MODELED GRAV-     979,221.9   (mgal)                       NAVD 88
 AY1484
 AY1484  VERT ORDER  -  FIRST     CLASS II
 AY1484
 AY1484.The horizontal coordinates were scaled from a topographic map and have
 AY1484.an estimated accuracy of +/- 6 seconds.
 AY1484
 AY1484.The orthometric height was determined by differential leveling
 AY1484.and adjusted by the National Geodetic Survey in June 1991..
 AY1484
 AY1484.The geoid height was determined by GEOID03.
 AY1484
 AY1484.The dynamic height is computed by dividing the NAVD 88
 AY1484.geopotential number by the normal gravity value computed on the
 AY1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1484.degrees latitude (g = 980.6199 gals.).
 AY1484
 AY1484.The modeled gravity was interpolated from observed gravity values.
 AY1484
 AY1484;                    North         East    Units  Estimated Accuracy
 AY1484;SPC TXSC     - 4,142,180.      685,340.      MT  (+/- 180 meters Scaled)
 AY1484
 AY1484                          SUPERSEDED SURVEY CONTROL
 AY1484
 AY1484.No superseded survey control is available for this station.
 AY1484
 AY1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT853208(NAD 83)
 AY1484_MARKER: I = METAL ROD
 AY1484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1484_SP_SET: STAINLESS STEEL ROD
 AY1484_STAMPING: B 1378 1981
 AY1484_MARK LOGO: NGS   
 AY1484_PROJECTION: FLUSH
 AY1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1484+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1484_ROD/PIPE-DEPTH: 8.5  meters
 AY1484
 AY1484  HISTORY     - Date     Condition        Report By
 AY1484  HISTORY     - 1981     MONUMENTED       NGS
 AY1484  HISTORY     - 19951021 GOOD             USPSQD
 AY1484  HISTORY     - 20050521 GOOD             USPSQD
 AY1484
 AY1484                          STATION DESCRIPTION
 AY1484
 AY1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1484'4.1 KM (2.55 MI) SE FROM FLORESVILLE.
 AY1484'3.4 KM (2.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY1484'COURTHOUSE IN FLORESVILLE, THENCE 0.7 KM (0.45 MI) SOUTHEAST ALONG
 AY1484'U.S. HIGHWAY 181, AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST,
 AY1484'24.0 METERS (79.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AY1484'23.1 METERS (76.0 FT) NORTHWEST OF THE CENTER OF THE ROAD, 14.1 METERS
 AY1484'(46.5 FT) NORTH-NORTHWEST OF A 1.8-METER HIGH TELEPHONE WARNING POLE
 AY1484'NUMBER T163 AND SIGN, 20.7 METERS (68.0 FT) NORTH OF A POWERLINE POLE,
 AY1484'19.5 METERS (64.0 FT) SOUTH OF A POWERLINE POLE WITH THREE
 AY1484'TRANSFORMERS, 1.1 METERS (3.6 FT) NORTH OF A POWERLINE POLE, 0.3 METER
 AY1484'(1.0 FT) NORTH-NORTHEAST OF A FENCE.
 AY1484'THE MARK IS 0.5 METERS  ESE FROM A WITNESS POST.
 AY1484'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AY1484
 AY1484                          STATION RECOVERY (1995)
 AY1484
 AY1484'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1484'RECOVERED IN GOOD CONDITION.
 AY1484
 AY1484                          STATION RECOVERY (2005)
 AY1484
 AY1484'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1538 ***********************************************************************
 AY1538  DESIGNATION -  B 1379
 AY1538  PID         -  AY1538
 AY1538  STATE/COUNTY-  TX/BEXAR
 AY1538  USGS QUAD   -  SCHERTZ (1992)
 AY1538
 AY1538                         *CURRENT SURVEY CONTROL
 AY1538  ___________________________________________________________________
 AY1538* NAD 83(1986)-  29 32 43.     (N)    098 22 10.     (W)     SCALED    
 AY1538* NAVD 88     -       262.923  (meters)     862.61   (feet)  ADJUSTED  
 AY1538  ___________________________________________________________________
 AY1538  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AY1538  DYNAMIC HT  -         262.539 (meters)     861.35  (feet)  COMP
 AY1538  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 AY1538
 AY1538  VERT ORDER  -  FIRST     CLASS II
 AY1538
 AY1538.The horizontal coordinates were scaled from a topographic map and have
 AY1538.an estimated accuracy of +/- 6 seconds.
 AY1538
 AY1538.The orthometric height was determined by differential leveling
 AY1538.and adjusted by the National Geodetic Survey in June 1991..
 AY1538
 AY1538.The geoid height was determined by GEOID03.
 AY1538
 AY1538.The dynamic height is computed by dividing the NAVD 88
 AY1538.geopotential number by the normal gravity value computed on the
 AY1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1538.degrees latitude (g = 980.6199 gals.).
 AY1538
 AY1538.The modeled gravity was interpolated from observed gravity values.
 AY1538
 AY1538;                    North         East    Units  Estimated Accuracy
 AY1538;SPC TXSC     - 4,189,890.      661,110.      MT  (+/- 180 meters Scaled)
 AY1538
 AY1538                          SUPERSEDED SURVEY CONTROL
 AY1538
 AY1538.No superseded survey control is available for this station.
 AY1538
 AY1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT610685(NAD 83)
 AY1538_MARKER: DB = BENCH MARK DISK
 AY1538_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1538_SP_SET: HEADWALL
 AY1538_STAMPING: B 1379 1980
 AY1538_MARK LOGO: NGS   
 AY1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1538+STABILITY: SURFACE MOTION
 AY1538
 AY1538  HISTORY     - Date     Condition        Report By
 AY1538  HISTORY     - 1980     MONUMENTED       NGS
 AY1538  HISTORY     - 19870227 MARK NOT FOUND   USGS
 AY1538  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1538  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY1538
 AY1538                          STATION DESCRIPTION
 AY1538
 AY1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1538'9.2 KM (5.7 MI) SW FROM SELMA.
 AY1538'9.2 KM (5.7 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1538'35 FROM THE SOUTHWEST END OF THE BRIDGE OVER CIBOLO CREEK IN SELMA, AT
 AY1538'THE JUNCTION OF OCONNOR ROAD, IN TOP OF THE NORTHEAST END OF THE
 AY1538'NORTHWEST CONCRETE HEADWALL OF THE OCONNOR ROAD OVERPASS OVER THE
 AY1538'INTERSTATE, 4.0 KM (2.5 MI) NORTHEAST ALONG INTERSTATE 35 FROM THE
 AY1538'JUNCTION OF INTERSTATE 410 IN SAN ANTONIO, 8.8 METERS (29.0 FT)
 AY1538'NORTHEAST OF THE CENTER OF THE MEDIAN OF THE ROAD.
 AY1538'THE MARK IS 0.2 M ABOVE THE ROAD.
 AY1538
 AY1538                          STATION RECOVERY (1987)
 AY1538
 AY1538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY1538'MARK NOT FOUND.
 AY1538
 AY1538                          STATION RECOVERY (1989)
 AY1538
 AY1538'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1538'MARK NOT FOUND.
 AY1538
 AY1538                          STATION RECOVERY (1999)
 AY1538
 AY1538'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0019 ***********************************************************************
 GK0019  DESIGNATION -  B 138
 GK0019  PID         -  GK0019
 GK0019  STATE/COUNTY-  TX/HEMPHILL
 GK0019  USGS QUAD   -  GLAZIER (1972)
 GK0019
 GK0019                         *CURRENT SURVEY CONTROL
 GK0019  ___________________________________________________________________
 GK0019* NAD 83(1986)-  36 00 31.     (N)    100 15 44.     (W)     SCALED    
 GK0019* NAVD 88     -       793.180  (meters)    2602.29   (feet)  ADJUSTED  
 GK0019  ___________________________________________________________________
 GK0019  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 GK0019  DYNAMIC HT  -         792.335 (meters)    2599.52  (feet)  COMP
 GK0019  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 GK0019
 GK0019  VERT ORDER  -  FIRST     CLASS II
 GK0019
 GK0019.The horizontal coordinates were scaled from a topographic map and have
 GK0019.an estimated accuracy of +/- 6 seconds.
 GK0019
 GK0019.The orthometric height was determined by differential leveling
 GK0019.and adjusted by the National Geodetic Survey in June 1991..
 GK0019
 GK0019.The geoid height was determined by GEOID03.
 GK0019
 GK0019.The dynamic height is computed by dividing the NAVD 88
 GK0019.geopotential number by the normal gravity value computed on the
 GK0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0019.degrees latitude (g = 980.6199 gals.).
 GK0019
 GK0019.The modeled gravity was interpolated from observed gravity values.
 GK0019
 GK0019;                    North         East    Units  Estimated Accuracy
 GK0019;SPC TX N     - 1,223,530.      311,580.      MT  (+/- 180 meters Scaled)
 GK0019
 GK0019                          SUPERSEDED SURVEY CONTROL
 GK0019
 GK0019  NGVD 29 (??/??/92)  792.827  (m)         2601.13   (f) ADJ UNCH    1 2
 GK0019
 GK0019.Superseded values are not recommended for survey control.
 GK0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0019.See file dsdata.txt to determine how the superseded data were derived.
 GK0019
 GK0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE862856(NAD 83)
 GK0019_MARKER: DB = BENCH MARK DISK
 GK0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0019_STAMPING: B-138 1934
 GK0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0019+STABILITY: SURFACE MOTION
 GK0019
 GK0019  HISTORY     - Date     Condition        Report By
 GK0019  HISTORY     - 1934     MONUMENTED       CGS
 GK0019
 GK0019                          STATION DESCRIPTION
 GK0019
 GK0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0019'IN GLAZIER.
 GK0019'480 FEET SOUTHWEST OF ATCHISON TOPEKA AND SANTA FE RAILROAD STATION.
 GK0019'128 FEET SOUTH OF SMALL RED GRAIN ELEVATOR.  69 FEET SOUTHEAST OF THE
 GK0019'CENTERLINE OF RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1052 ***********************************************************************
 AH1052  DESIGNATION -  B 1380
 AH1052  PID         -  AH1052
 AH1052  STATE/COUNTY-  TX/NUECES
 AH1052  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1052
 AH1052                         *CURRENT SURVEY CONTROL
 AH1052  ___________________________________________________________________
 AH1052* NAD 83(1986)-  27 37 19.     (N)    097 46 33.     (W)     SCALED    
 AH1052* NAVD 88     -        19.718  (meters)      64.69   (feet)  ADJUSTED  
 AH1052  ___________________________________________________________________
 AH1052  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AH1052  DYNAMIC HT  -          19.687 (meters)      64.59  (feet)  COMP
 AH1052  MODELED GRAV-     979,105.2   (mgal)                       NAVD 88
 AH1052
 AH1052  VERT ORDER  -  FIRST     CLASS II
 AH1052
 AH1052.The horizontal coordinates were scaled from a topographic map and have
 AH1052.an estimated accuracy of +/- 6 seconds.
 AH1052
 AH1052.The orthometric height was determined by differential leveling
 AH1052.and adjusted by the National Geodetic Survey in June 1991..
 AH1052
 AH1052.The geoid height was determined by GEOID03.
 AH1052
 AH1052.The dynamic height is computed by dividing the NAVD 88
 AH1052.geopotential number by the normal gravity value computed on the
 AH1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1052.degrees latitude (g = 980.6199 gals.).
 AH1052
 AH1052.The modeled gravity was interpolated from observed gravity values.
 AH1052
 AH1052;                    North         East    Units  Estimated Accuracy
 AH1052;SPC TX S     - 5,216,840.      371,470.      MT  (+/- 180 meters Scaled)
 AH1052
 AH1052                          SUPERSEDED SURVEY CONTROL
 AH1052
 AH1052.No superseded survey control is available for this station.
 AH1052
 AH1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR207559(NAD 83)
 AH1052_MARKER: I = METAL ROD
 AH1052_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1052_SP_SET: STAINLESS STEEL ROD
 AH1052_STAMPING: B 1380 1981
 AH1052_MARK LOGO: NGS   
 AH1052_PROJECTION: RECESSED 2 CENTIMETERS
 AH1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1052_ROD/PIPE-DEPTH: 7.3  meters
 AH1052
 AH1052  HISTORY     - Date     Condition        Report By
 AH1052  HISTORY     - 1981     MONUMENTED       NGS
 AH1052  HISTORY     - 19901007 GOOD             USPSQD
 AH1052  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH1052  HISTORY     - 20010331 GOOD             NGS
 AH1052
 AH1052                          STATION DESCRIPTION
 AH1052
 AH1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1052'7.3 KM (4.55 MI) SW FROM DRISCOLL.
 AH1052'7.3 KM (4.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM THE
 AH1052'JUNCTION OF FARM ROAD 665 IN DRISCOLL, ALSO 4.0 KM (2.45 MI) NORTHEAST
 AH1052'ALONG BUSINESS U.S. HIGHWAY 77 NORTHBOUND FROM THE JUNCTION OF MAIN
 AH1052'STREET IN BISHOP, THENCE 1.4 KM (0.85 MI) NORTHEAST ALONG U.S. HIGHWAY
 AH1052'77 NORTHBOUND, AT THE JUNCTION OF FARM ROAD 3354 LEADING EAST,
 AH1052'18.0 METERS (59.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE,
 AH1052'29.6 METERS (97.0 FT) NORTH OF THE CENTERLINE OF FARM ROAD 3354
 AH1052'LEADING EAST, 0.3 METER (1.0 FT) SOUTHWEST OF A FENCE, 0.75 METER
 AH1052'(2.5 FT) SOUTH OF A 30-CM (12-INCH) FENCE POST, 1.7 METERS (5.5 FT)
 AH1052'SOUTH OF A WOODEN POST WITH NUMBER 32 ATTACHED (A TELEPHONE
 AH1052'UNDERGROUND CABLE WARNING SIGN), 15.7 METERS (51.6 FT) NORTH OF A
 AH1052'POWERLINE POLE AND HIGH VOLTAGE LINES WHICH CROSS THE HIGHWAY.
 AH1052'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 AH1052'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 AH1052
 AH1052                          STATION RECOVERY (1990)
 AH1052
 AH1052'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AH1052'RECOVERED IN GOOD CONDITION.
 AH1052
 AH1052                          STATION RECOVERY (1997)
 AH1052
 AH1052'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1052'MARK NOT FOUND.
 AH1052
 AH1052                          STATION RECOVERY (2001)
 AH1052
 AH1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1052'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1503 ***********************************************************************
 AY1503  DESIGNATION -  B 1381
 AY1503  PID         -  AY1503
 AY1503  STATE/COUNTY-  TX/BEXAR
 AY1503  USGS QUAD   -  ELMENDORF (1992)
 AY1503
 AY1503                         *CURRENT SURVEY CONTROL
 AY1503  ___________________________________________________________________
 AY1503* NAD 83(1986)-  29 15 20.     (N)    098 19 59.     (W)     SCALED    
 AY1503* NAVD 88     -       151.687  (meters)     497.66   (feet)  ADJUSTED  
 AY1503  ___________________________________________________________________
 AY1503  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY1503  DYNAMIC HT  -         151.469 (meters)     496.94  (feet)  COMP
 AY1503  MODELED GRAV-     979,204.1   (mgal)                       NAVD 88
 AY1503
 AY1503  VERT ORDER  -  FIRST     CLASS II
 AY1503
 AY1503.The horizontal coordinates were scaled from a topographic map and have
 AY1503.an estimated accuracy of +/- 6 seconds.
 AY1503
 AY1503.The orthometric height was determined by differential leveling
 AY1503.and adjusted by the National Geodetic Survey in June 1991..
 AY1503
 AY1503.The geoid height was determined by GEOID03.
 AY1503
 AY1503.The dynamic height is computed by dividing the NAVD 88
 AY1503.geopotential number by the normal gravity value computed on the
 AY1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1503.degrees latitude (g = 980.6199 gals.).
 AY1503
 AY1503.The modeled gravity was interpolated from observed gravity values.
 AY1503
 AY1503;                    North         East    Units  Estimated Accuracy
 AY1503;SPC TXSC     - 4,157,810.      664,820.      MT  (+/- 180 meters Scaled)
 AY1503
 AY1503                          SUPERSEDED SURVEY CONTROL
 AY1503
 AY1503.No superseded survey control is available for this station.
 AY1503
 AY1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT648364(NAD 83)
 AY1503_MARKER: I = METAL ROD
 AY1503_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1503_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1503_STAMPING: B 1381 1980
 AY1503_MARK LOGO: NGS   
 AY1503_PROJECTION: RECESSED 3 CENTIMETERS
 AY1503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1503+STABILITY: POSITION/ELEVATION WELL
 AY1503_ROD/PIPE-DEPTH: 11.3 meters
 AY1503_SLEEVE-DEPTH  : 9.1 meters
 AY1503
 AY1503  HISTORY     - Date     Condition        Report By
 AY1503  HISTORY     - 1980     MONUMENTED       NGS
 AY1503  HISTORY     - 19991103 GOOD             USPSQD
 AY1503  HISTORY     - 20040227 GOOD             USPSQD
 AY1503
 AY1503                          STATION DESCRIPTION
 AY1503
 AY1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1503'IN ELMENDORF.
 AY1503'IN ELMENDORF, AT THE JUNCTION OF FARM ROAD 1518 AND OLD CORPUS CHRISTI
 AY1503'ROAD, ON THE PROPERTY OF RAYMOND BALL, IN THE NORTHEAST LAWN OF THE
 AY1503'U.S. POST OFFICE, 55.8 METERS (183 FT) SOUTH OF THE CENTER OF THE
 AY1503'JUNCTION, 26.8 METERS (88.0 FT) SOUTHEAST OF THE CENTERLINE OF FARM
 AY1503'ROAD 1518, 18.3 METERS (60.0 FT) SOUTHWEST OF THE SOUTH CORNER OF
 AY1503'BALLS GROCERY STORE, 7.5 METERS (24.5 FT) NORTHWEST OF THE EAST CORNER
 AY1503'OF THE POST OFFICE, 1.2 METERS (4.0 FT) NORTHEAST OF THE NORTHEAST
 AY1503'FACE OF THE POST OFFICE, 4.1 METERS (13.5 FT) SOUTHEAST OF THE NORTH
 AY1503'CORNER OF THE POST OFFICE.
 AY1503'THE MARK IS 0.3 M BELOW FARM ROAD 1518.
 AY1503
 AY1503                          STATION RECOVERY (1999)
 AY1503
 AY1503'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1503'RECOVERED IN GOOD CONDITION.
 AY1503
 AY1503                          STATION RECOVERY (2004)
 AY1503
 AY1503'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1923 ***********************************************************************
 AN1923  DESIGNATION -  B 1382
 AN1923  PID         -  AN1923
 AN1923  STATE/COUNTY-  TX/BEE
 AN1923  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1923
 AN1923                         *CURRENT SURVEY CONTROL
 AN1923  ___________________________________________________________________
 AN1923* NAD 83(1986)-  28 27 30.     (N)    097 46 28.     (W)     SCALED    
 AN1923* NAVD 88     -        93.873  (meters)     307.98   (feet)  ADJUSTED  
 AN1923  ___________________________________________________________________
 AN1923  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN1923  DYNAMIC HT  -          93.733 (meters)     307.52  (feet)  COMP
 AN1923  MODELED GRAV-     979,156.6   (mgal)                       NAVD 88
 AN1923
 AN1923  VERT ORDER  -  FIRST     CLASS II
 AN1923
 AN1923.The horizontal coordinates were scaled from a topographic map and have
 AN1923.an estimated accuracy of +/- 6 seconds.
 AN1923
 AN1923.The orthometric height was determined by differential leveling
 AN1923.and adjusted by the National Geodetic Survey in June 1991..
 AN1923
 AN1923.The geoid height was determined by GEOID03.
 AN1923
 AN1923.The dynamic height is computed by dividing the NAVD 88
 AN1923.geopotential number by the normal gravity value computed on the
 AN1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1923.degrees latitude (g = 980.6199 gals.).
 AN1923
 AN1923.The modeled gravity was interpolated from observed gravity values.
 AN1923
 AN1923;                    North         East    Units  Estimated Accuracy
 AN1923;SPC TXSC     - 4,069,900.      720,030.      MT  (+/- 180 meters Scaled)
 AN1923
 AN1923                          SUPERSEDED SURVEY CONTROL
 AN1923
 AN1923.No superseded survey control is available for this station.
 AN1923
 AN1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS199485(NAD 83)
 AN1923_MARKER: I = METAL ROD
 AN1923_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1923_SP_SET: STAINLESS STEEL ROD
 AN1923_STAMPING: B 1382 1981
 AN1923_MARK LOGO: NGS   
 AN1923_PROJECTION: RECESSED 6 CENTIMETERS
 AN1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1923_ROD/PIPE-DEPTH: 6.2  meters
 AN1923
 AN1923  HISTORY     - Date     Condition        Report By
 AN1923  HISTORY     - 1981     MONUMENTED       NGS
 AN1923  HISTORY     - 19960727 GOOD             USPSQD
 AN1923
 AN1923                          STATION DESCRIPTION
 AN1923
 AN1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1923'7.1 KM (4.4 MI) NNW FROM BEEVILLE.
 AN1923'7.1 KM (4.4 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 181 BUSINESS FROM
 AN1923'THE COURTHOUSE IN BEEVILLE, AT A PRIVATE DRIVE LEADING SOUTHWEST TO
 AN1923'THE HEARD RESIDENCE, 15.2 METERS (50.0 FT) SOUTHWEST OF THE CENTERLINE
 AN1923'OF THE HIGHWAY, 41.7 METERS (137 FT) NORTH-NORTHWEST OF THE CENTER OF
 AN1923'THE DRIVE, 44.1 METERS (145 FT) NORTH OF THE CENTER OF A METAL GATE,
 AN1923'3.6 METERS (12.0 FT) NORTHWEST OF THE EXTENDED CENTER OF A PRIVATE
 AN1923'DRIVE LEADING TO THE AGRICOLA RESIDENCE, 1.8 METERS (6.0 FT) SOUTH OF
 AN1923'A TELEPHONE POLE, 5.3 METERS (17.5 FT) NORTHWEST OF A T-JUNCTION FENCE
 AN1923'POST AT THE NORTHEAST CORNER OF THE HEARD PROPERTY, 0.3 METER (1.0 FT)
 AN1923'NORTHEAST OF A FENCE.  ROD WAS DRIVEN TO REFUSAL.
 AN1923'THE MARK IS 0.46 METERS  NNW FROM A WITNESS POST.
 AN1923'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AN1923
 AN1923                          STATION RECOVERY (1996)
 AN1923
 AN1923'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0410 ***********************************************************************
 CE0410  DESIGNATION -  B 1383
 CE0410  PID         -  CE0410
 CE0410  STATE/COUNTY-  TX/EL PASO
 CE0410  USGS QUAD   -  FORT BLISS NE (1995)
 CE0410
 CE0410                         *CURRENT SURVEY CONTROL
 CE0410  ___________________________________________________________________
 CE0410* NAD 83(1986)-  31 58 32.     (N)    106 20 23.     (W)     SCALED    
 CE0410* NAVD 88     -      1223.291  (meters)    4013.41   (feet)  ADJUSTED  
 CE0410  ___________________________________________________________________
 CE0410  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0410  DYNAMIC HT  -        1221.429 (meters)    4007.30  (feet)  COMP
 CE0410  MODELED GRAV-     979,075.8   (mgal)                       NAVD 88
 CE0410
 CE0410  VERT ORDER  -  FIRST     CLASS II
 CE0410
 CE0410.The horizontal coordinates were scaled from a topographic map and have
 CE0410.an estimated accuracy of +/- 6 seconds.
 CE0410
 CE0410.The orthometric height was determined by differential leveling
 CE0410.and adjusted by the National Geodetic Survey in June 1991..
 CE0410
 CE0410.The geoid height was determined by GEOID03.
 CE0410
 CE0410.The dynamic height is computed by dividing the NAVD 88
 CE0410.geopotential number by the normal gravity value computed on the
 CE0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0410.degrees latitude (g = 980.6199 gals.).
 CE0410
 CE0410.The modeled gravity was interpolated from observed gravity values.
 CE0410
 CE0410;                    North         East    Units  Estimated Accuracy
 CE0410;SPC TX C     - 3,271,290.      132,550.      MT  (+/- 180 meters Scaled)
 CE0410
 CE0410                          SUPERSEDED SURVEY CONTROL
 CE0410
 CE0410.No superseded survey control is available for this station.
 CE0410
 CE0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR734385(NAD 83)
 CE0410_MARKER: I = METAL ROD
 CE0410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0410_SP_SET: STAINLESS STEEL ROD
 CE0410_STAMPING: B 1383 1980
 CE0410_MARK LOGO: NGS   
 CE0410_PROJECTION: FLUSH
 CE0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0410_ROD/PIPE-DEPTH: 9.8  meters
 CE0410
 CE0410  HISTORY     - Date     Condition        Report By
 CE0410  HISTORY     - 1980     MONUMENTED       NGS
 CE0410
 CE0410                          STATION DESCRIPTION
 CE0410
 CE0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CE0410'3.2 KM (2.0 MI) SW FROM NEWMAN.
 CE0410'3.2 KM (2.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE NEW
 CE0410'MEXICO-TEXAS STATE LINE IN NEWMAN, 12.3 METERS (40.4 FT)
 CE0410'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.3 METERS (37.2 FT)
 CE0410'NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 CE0410'AND 0.6 METERS (2.0 FT) NORTHEAST OF MILEPOST 1314.
 CE0410'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CE0410'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0404 ***********************************************************************
 CE0404  DESIGNATION -  B 1384
 CE0404  PID         -  CE0404
 CE0404  STATE/COUNTY-  TX/EL PASO
 CE0404  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0404
 CE0404                         *CURRENT SURVEY CONTROL
 CE0404  ___________________________________________________________________
 CE0404* NAD 83(1986)-  31 48 59.     (N)    106 11 37.     (W)     SCALED    
 CE0404* NAVD 88     -      1226.688  (meters)    4024.56   (feet)  ADJUSTED  
 CE0404  ___________________________________________________________________
 CE0404  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CE0404  DYNAMIC HT  -        1224.822 (meters)    4018.44  (feet)  COMP
 CE0404  MODELED GRAV-     979,076.5   (mgal)                       NAVD 88
 CE0404
 CE0404  VERT ORDER  -  FIRST     CLASS I
 CE0404
 CE0404.The horizontal coordinates were scaled from a topographic map and have
 CE0404.an estimated accuracy of +/- 6 seconds.
 CE0404
 CE0404.The orthometric height was determined by differential leveling
 CE0404.and adjusted by the National Geodetic Survey in November 1996..
 CE0404
 CE0404.The geoid height was determined by GEOID03.
 CE0404
 CE0404.The dynamic height is computed by dividing the NAVD 88
 CE0404.geopotential number by the normal gravity value computed on the
 CE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0404.degrees latitude (g = 980.6199 gals.).
 CE0404
 CE0404.The modeled gravity was interpolated from observed gravity values.
 CE0404
 CE0404;                    North         East    Units  Estimated Accuracy
 CE0404;SPC TX C     - 3,252,930.      145,410.      MT  (+/- 180 meters Scaled)
 CE0404
 CE0404                          SUPERSEDED SURVEY CONTROL
 CE0404
 CE0404  NAVD 88 (06/15/91) 1226.690  (m)         4024.57   (f) UNKNOWN     1 1
 CE0404
 CE0404.Superseded values are not recommended for survey control.
 CE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0404.See file dsdata.txt to determine how the superseded data were derived.
 CE0404
 CE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR870207(NAD 83)
 CE0404_MARKER: I = METAL ROD
 CE0404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0404_SP_SET: STAINLESS STEEL ROD
 CE0404_STAMPING: B 1384 1981
 CE0404_MARK LOGO: NGS   
 CE0404_PROJECTION: FLUSH
 CE0404_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0404+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0404_ROD/PIPE-DEPTH: 3.2  meters
 CE0404
 CE0404  HISTORY     - Date     Condition        Report By
 CE0404  HISTORY     - 1981     MONUMENTED       NGS
 CE0404  HISTORY     - 19921117 GOOD             NGS
 CE0404
 CE0404                          STATION DESCRIPTION
 CE0404
 CE0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0404'22.4 KM (13.9 MI) EAST FROM EL PASO.
 CE0404'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 CE0404'22.4 KM (13.9 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0404'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0404'1.8 KM (1.1 MI) EAST OF FARM ROAD 659, AT A SIDE ROAD LEADING NORTH,
 CE0404'23.2 METERS (76.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 CE0404'14.5 METERS (47.6 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING
 CE0404'NORTH.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CE0404'CAP.
 CE0404'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CE0404
 CE0404                          STATION RECOVERY (1992)
 CE0404
 CE0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0404'22.2 KM (13.80 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0404'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 1.8 KM (1.10 MI) EAST
 CE0404'OF THE INTERSECTION OF FARM ROAD 659, 23.2 M (76.1 FT) NORTH OF THE
 CE0404'HIGHWAY CENTERLINE, 14.5 M (47.6 FT) EAST OF THE CENTER OF SUWANNEE
 CE0404'STREET, 3.7 M (12.1 FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY
 CE0404'CABLES, 3.3 M (10.8 FT) NORTHEAST OF A UTILITY POLE WITH 2 GUY
 CE0404'CABLES, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 CE0404'(1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 CE0404'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1897 ***********************************************************************
 AN1897  DESIGNATION -  B 1385
 AN1897  PID         -  AN1897
 AN1897  STATE/COUNTY-  TX/BEE
 AN1897  USGS QUAD   -  PAPALOTE (1979)
 AN1897
 AN1897                         *CURRENT SURVEY CONTROL
 AN1897  ___________________________________________________________________
 AN1897* NAD 83(1986)-  28 09 55.     (N)    097 35 38.     (W)     SCALED    
 AN1897* NAVD 88     -        23.289  (meters)      76.41   (feet)  ADJUSTED  
 AN1897  ___________________________________________________________________
 AN1897  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1897  DYNAMIC HT  -          23.254 (meters)      76.29  (feet)  COMP
 AN1897  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 AN1897
 AN1897  VERT ORDER  -  FIRST     CLASS II
 AN1897
 AN1897.The horizontal coordinates were scaled from a topographic map and have
 AN1897.an estimated accuracy of +/- 6 seconds.
 AN1897
 AN1897.The orthometric height was determined by differential leveling
 AN1897.and adjusted by the National Geodetic Survey in June 1991..
 AN1897
 AN1897.The geoid height was determined by GEOID03.
 AN1897
 AN1897.The dynamic height is computed by dividing the NAVD 88
 AN1897.geopotential number by the normal gravity value computed on the
 AN1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1897.degrees latitude (g = 980.6199 gals.).
 AN1897
 AN1897.The modeled gravity was interpolated from observed gravity values.
 AN1897
 AN1897;                    North         East    Units  Estimated Accuracy
 AN1897;SPC TXSC     - 4,037,620.      738,100.      MT  (+/- 180 meters Scaled)
 AN1897
 AN1897                          SUPERSEDED SURVEY CONTROL
 AN1897
 AN1897.No superseded survey control is available for this station.
 AN1897
 AN1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS380163(NAD 83)
 AN1897_MARKER: I = METAL ROD
 AN1897_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1897_SP_SET: STAINLESS STEEL ROD
 AN1897_STAMPING: B 1385 1981
 AN1897_MARK LOGO: NGS   
 AN1897_PROJECTION: RECESSED 5 CENTIMETERS
 AN1897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1897_ROD/PIPE-DEPTH: 7.3  meters
 AN1897
 AN1897  HISTORY     - Date     Condition        Report By
 AN1897  HISTORY     - 1981     MONUMENTED       NGS
 AN1897
 AN1897                          STATION DESCRIPTION
 AN1897
 AN1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1897'13.3 KM (8.25 MI) SE FROM SKIDMORE.
 AN1897'13.3 KM (8.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION
 AN1897'OF STATE HIGHWAY 359 IN SKIDMORE, ACROSS THE SOUTHERN PACIFIC RAILROAD
 AN1897'FROM A REST AREA, 14.6 METERS (48.0 FT) NORTHEAST OF THE NORTHEAST
 AN1897'RAIL, 57.3 METERS (188 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 AN1897'CROSSING OF A PRIVATE ROAD, 53.6 METERS (176 FT) EAST-SOUTHEAST OF THE
 AN1897'CENTER OF THE NORTHEAST HEADWALL OF A RAILROAD BRIDGE, 15.5 METERS
 AN1897'(51.0 FT) WEST-NORTHWEST OF THE CENTER OF THE PRIVATE ROAD, 1.0 METER
 AN1897'(3.5 FT) NORTHWEST OF A CORNER FENCE POST, 0.3 METER (1.0 FT)
 AN1897'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 AN1897'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 AN1897'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1073 ***********************************************************************
 AH1073  DESIGNATION -  B 1387
 AH1073  PID         -  AH1073
 AH1073  STATE/COUNTY-  TX/KLEBERG
 AH1073  USGS QUAD   -  RIVIERA (1979)
 AH1073
 AH1073                         *CURRENT SURVEY CONTROL
 AH1073  ___________________________________________________________________
 AH1073* NAD 83(1986)-  27 18 36.     (N)    097 49 04.     (W)     SCALED    
 AH1073* NAVD 88     -        13.785  (meters)      45.23   (feet)  ADJUSTED  
 AH1073  ___________________________________________________________________
 AH1073  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AH1073  DYNAMIC HT  -          13.763 (meters)      45.15  (feet)  COMP
 AH1073  MODELED GRAV-     979,093.7   (mgal)                       NAVD 88
 AH1073
 AH1073  VERT ORDER  -  FIRST     CLASS II
 AH1073
 AH1073.The horizontal coordinates were scaled from a topographic map and have
 AH1073.an estimated accuracy of +/- 6 seconds.
 AH1073
 AH1073.The orthometric height was determined by differential leveling
 AH1073.and adjusted by the National Geodetic Survey in June 1991..
 AH1073
 AH1073.The geoid height was determined by GEOID03.
 AH1073
 AH1073.The dynamic height is computed by dividing the NAVD 88
 AH1073.geopotential number by the normal gravity value computed on the
 AH1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1073.degrees latitude (g = 980.6199 gals.).
 AH1073
 AH1073.The modeled gravity was interpolated from observed gravity values.
 AH1073
 AH1073;                    North         East    Units  Estimated Accuracy
 AH1073;SPC TX S     - 5,182,250.      367,520.      MT  (+/- 180 meters Scaled)
 AH1073
 AH1073                          SUPERSEDED SURVEY CONTROL
 AH1073
 AH1073.No superseded survey control is available for this station.
 AH1073
 AH1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR169213(NAD 83)
 AH1073_MARKER: I = METAL ROD
 AH1073_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1073_SP_SET: STAINLESS STEEL ROD
 AH1073_STAMPING: B 1387 1981
 AH1073_MARK LOGO: NGS   
 AH1073_PROJECTION: FLUSH
 AH1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1073_ROD/PIPE-DEPTH: 8.5  meters
 AH1073
 AH1073  HISTORY     - Date     Condition        Report By
 AH1073  HISTORY     - 1981     MONUMENTED       NGS
 AH1073  HISTORY     - 19901007 GOOD             USPSQD
 AH1073
 AH1073                          STATION DESCRIPTION
 AH1073
 AH1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1073'1.3 KM (0.8 MI) NW FROM RIVIERA.
 AH1073'1.3 KM (0.8 MI) NORTHWEST ALONG U.S. HIGHWAY 77 NORTHBOUND FROM THE
 AH1073'JUNCTIONS OF STATE HIGHWAY 285 AND FARM ROAD 771 IN RIVIERA, AT A
 AH1073'FIELD ROAD LEADING NORTHEAST, 27.7 METERS (91.0 FT) NORTHEAST OF THE
 AH1073'CENTERLINE OF THE NORTHBOUND LANES, 26.5 METERS (87.0 FT) SOUTHEAST OF
 AH1073'THE CENTER OF THE FIELD ROAD, 18.8 METERS (61.5 FT) WEST OF THE CENTER
 AH1073'OF A METAL GATE, 3.4 METERS (11.0 FT) SOUTHEAST OF THE EXTENDED
 AH1073'CENTERLINE OF AN OLD PAVED RANCH ROAD LEADING SOUTHWEST, 0.75 METER
 AH1073'(2.5 FT) WEST OF A CORNER FENCE POST, 0.3 METER (1.0 FT) SOUTHWEST OF
 AH1073'A FENCE, 1.4 METERS (4.5 FT) SOUTHEAST OF A POWERLINE POLE NUMBERED 5.
 AH1073'NOTE-DATUM POINT IS 9-CMS BELOW THE ACCESS COVER.
 AH1073'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 AH1073'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 AH1073
 AH1073                          STATION RECOVERY (1990)
 AH1073
 AH1073'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AH1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1597 ***********************************************************************
 AY1597  DESIGNATION -  B 1388
 AY1597  PID         -  AY1597
 AY1597  STATE/COUNTY-  TX/UVALDE
 AY1597  USGS QUAD   -  BLANCO LAKE (1971)
 AY1597
 AY1597                         *CURRENT SURVEY CONTROL
 AY1597  ___________________________________________________________________
 AY1597* NAD 83(1986)-  29 18 42.     (N)    099 31 26.     (W)     SCALED    
 AY1597* NAVD 88     -       289.861  (meters)     950.99   (feet)  ADJUSTED  
 AY1597  ___________________________________________________________________
 AY1597  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AY1597  DYNAMIC HT  -         289.440 (meters)     949.60  (feet)  COMP
 AY1597  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 AY1597
 AY1597  VERT ORDER  -  FIRST     CLASS II
 AY1597
 AY1597.The horizontal coordinates were scaled from a topographic map and have
 AY1597.an estimated accuracy of +/- 6 seconds.
 AY1597
 AY1597.The orthometric height was determined by differential leveling
 AY1597.and adjusted by the National Geodetic Survey in June 1991..
 AY1597
 AY1597.The geoid height was determined by GEOID03.
 AY1597
 AY1597.The dynamic height is computed by dividing the NAVD 88
 AY1597.geopotential number by the normal gravity value computed on the
 AY1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1597.degrees latitude (g = 980.6199 gals.).
 AY1597
 AY1597.The modeled gravity was interpolated from observed gravity values.
 AY1597
 AY1597;                    North         East    Units  Estimated Accuracy
 AY1597;SPC TXSC     - 4,163,950.      549,110.      MT  (+/- 180 meters Scaled)
 AY1597
 AY1597                          SUPERSEDED SURVEY CONTROL
 AY1597
 AY1597.No superseded survey control is available for this station.
 AY1597
 AY1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT491426(NAD 83)
 AY1597_MARKER: I = METAL ROD
 AY1597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1597_SP_SET: STAINLESS STEEL ROD
 AY1597_STAMPING: B 1388 1982
 AY1597_MARK LOGO: NGS   
 AY1597_PROJECTION: FLUSH
 AY1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1597+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AY1597_ROD/PIPE-DEPTH: 3.7  meters
 AY1597
 AY1597  HISTORY     - Date     Condition        Report By
 AY1597  HISTORY     - 1982     MONUMENTED       NGS
 AY1597  HISTORY     - 1988     GOOD             USPSQD
 AY1597  HISTORY     - 20041007 GOOD             USPSQD
 AY1597
 AY1597                          STATION DESCRIPTION
 AY1597
 AY1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1597'12.3 KM (7.6 MI) EAST FROM KNIPPA.
 AY1597'12.3 KM (7.6 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 AY1597'FARM ROAD 1049 SOUTH IN KNIPPA, ALSO 5.6 KM (3.45 MI) WESTERLY ALONG
 AY1597'U.S. HIGHWAY 90 FROM THE JUNCTION OF RANCH ROAD 187 IN SABINAL, ACROSS
 AY1597'HIGHWAY AND 61 METERS (200.0 FT) EAST OF A WINDMILL AND CATTLE CORRAL,
 AY1597'AT THE SOUTHERN PACIFIC MILEPOLE 283, 28.4 METERS (93.0 FT) NORTH OF
 AY1597'CENTERLINE OF HIGHWAY, 7.9 METERS (26.0 FT) SOUTH OF SOUTH RAIL,
 AY1597'8.2 METERS (27.0 FT) NORTHWEST OF A WOODEN POLE WITH TELEPHONE CABLE
 AY1597'WARNING SIGN ATTACHED, 0.73 METERS (2.4 FT) WEST OF A TELEGRAPH POLE,
 AY1597'AND 20.6 METERS (67.5 FT) NORTHWEST OF RAILROAD MILEPOLE 283.  NOTE,
 AY1597'ROD DRIVEN TO REFUSAL.
 AY1597'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AY1597'THE MARK IS 0.41 M BELOW RAILROAD TRACKS.
 AY1597
 AY1597                          STATION RECOVERY (1988)
 AY1597
 AY1597'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1597'RECOVERED IN GOOD CONDITION.
 AY1597
 AY1597                          STATION RECOVERY (2004)
 AY1597
 AY1597'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0825 ***********************************************************************
 CD0825  DESIGNATION -  B 1389
 CD0825  PID         -  CD0825
 CD0825  STATE/COUNTY-  TX/CULBERSON
 CD0825  USGS QUAD   -  VAN HORN (1979)
 CD0825
 CD0825                         *CURRENT SURVEY CONTROL
 CD0825  ___________________________________________________________________
 CD0825* NAD 83(1986)-  31 02 12.     (N)    104 49 51.     (W)     SCALED    
 CD0825* NAVD 88     -      1231.651  (meters)    4040.84   (feet)  ADJUSTED  
 CD0825  ___________________________________________________________________
 CD0825  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0825  DYNAMIC HT  -        1229.710 (meters)    4034.47  (feet)  COMP
 CD0825  MODELED GRAV-     979,022.2   (mgal)                       NAVD 88
 CD0825
 CD0825  VERT ORDER  -  FIRST     CLASS II
 CD0825
 CD0825.The horizontal coordinates were scaled from a topographic map and have
 CD0825.an estimated accuracy of +/- 6 seconds.
 CD0825
 CD0825.The orthometric height was determined by differential leveling
 CD0825.and adjusted by the National Geodetic Survey in June 1991..
 CD0825
 CD0825.The geoid height was determined by GEOID03.
 CD0825
 CD0825.The dynamic height is computed by dividing the NAVD 88
 CD0825.geopotential number by the normal gravity value computed on the
 CD0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0825.degrees latitude (g = 980.6199 gals.).
 CD0825
 CD0825.The modeled gravity was interpolated from observed gravity values.
 CD0825
 CD0825;                    North         East    Units  Estimated Accuracy
 CD0825;SPC TX C     - 3,160,550.      270,800.      MT  (+/- 180 meters Scaled)
 CD0825
 CD0825                          SUPERSEDED SURVEY CONTROL
 CD0825
 CD0825.No superseded survey control is available for this station.
 CD0825
 CD0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ161336(NAD 83)
 CD0825_MARKER: DB = BENCH MARK DISK
 CD0825_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0825_SP_SET: PIER
 CD0825_STAMPING: B 1389 1981
 CD0825_MARK LOGO: NGS   
 CD0825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0825+STABILITY: POSITION/ELEVATION WELL
 CD0825
 CD0825  HISTORY     - Date     Condition        Report By
 CD0825  HISTORY     - 1981     MONUMENTED       NGS
 CD0825  HISTORY     - 1981     GOOD             NGS
 CD0825  HISTORY     - 1981     GOOD             NGS
 CD0825  HISTORY     - 19970915 POOR             USPSQD
 CD0825
 CD0825                          STATION DESCRIPTION
 CD0825
 CD0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0825'IN VAN HORN.
 CD0825'IN VAN HORN, AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S.
 CD0825'HIGHWAY 90, SET VERTICALLY IN THE EAST FACE OF THE MOST NORTHERLY
 CD0825'ONE OF THREE PIERS OF THE EAST BOUND LANES OF THE HIGHWAY OVERPASS
 CD0825'AND 13.5 METERS (44.3 FT) WEST OF THE CENTER OF THE HIGHWAY.
 CD0825'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
 CD0825
 CD0825                          STATION RECOVERY (1981)
 CD0825
 CD0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0825'RECOVERED IN GOOD CONDITION.
 CD0825
 CD0825                          STATION RECOVERY (1981)
 CD0825
 CD0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0825'RECOVERED IN GOOD CONDITION.
 CD0825
 CD0825                          STATION RECOVERY (1997)
 CD0825
 CD0825'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0825'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0605 ***********************************************************************
 CC0605  DESIGNATION -  B 1390
 CC0605  PID         -  CC0605
 CC0605  STATE/COUNTY-  TX/WARD
 CC0605  USGS QUAD   -  PECOS EAST (1981)
 CC0605
 CC0605                         *CURRENT SURVEY CONTROL
 CC0605  ___________________________________________________________________
 CC0605* NAD 83(1986)-  31 27 40.     (N)    103 22 47.     (W)     SCALED    
 CC0605* NAVD 88     -       781.574  (meters)    2564.21   (feet)  ADJUSTED  
 CC0605  ___________________________________________________________________
 CC0605  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CC0605  DYNAMIC HT  -         780.437 (meters)    2560.48  (feet)  COMP
 CC0605  MODELED GRAV-     979,160.6   (mgal)                       NAVD 88
 CC0605
 CC0605  VERT ORDER  -  FIRST     CLASS II
 CC0605
 CC0605.The horizontal coordinates were scaled from a topographic map and have
 CC0605.an estimated accuracy of +/- 6 seconds.
 CC0605
 CC0605.The orthometric height was determined by differential leveling
 CC0605.and adjusted by the National Geodetic Survey in June 1991..
 CC0605
 CC0605.The geoid height was determined by GEOID03.
 CC0605
 CC0605.The dynamic height is computed by dividing the NAVD 88
 CC0605.geopotential number by the normal gravity value computed on the
 CC0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0605.degrees latitude (g = 980.6199 gals.).
 CC0605
 CC0605.The modeled gravity was interpolated from observed gravity values.
 CC0605
 CC0605;                    North         East    Units  Estimated Accuracy
 CC0605;SPC TX C     - 3,202,890.      410,530.      MT  (+/- 180 meters Scaled)
 CC0605
 CC0605                          SUPERSEDED SURVEY CONTROL
 CC0605
 CC0605.No superseded survey control is available for this station.
 CC0605
 CC0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ539818(NAD 83)
 CC0605_MARKER: I = METAL ROD
 CC0605_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0605+WITH SETTING: INFORMATION.
 CC0605_SP_SET: SHALLOW SET METAL ROD
 CC0605_STAMPING: B 1390 1981
 CC0605_MARK LOGO: NGS   
 CC0605_PROJECTION: FLUSH
 CC0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0605_ROD/PIPE-DEPTH: 2.1  meters
 CC0605
 CC0605  HISTORY     - Date     Condition        Report By
 CC0605  HISTORY     - 1981     MONUMENTED       NGS
 CC0605
 CC0605                          STATION DESCRIPTION
 CC0605
 CC0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0605'16.1 KM (10.0 MI) NE FROM PECOS.
 CC0605'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 CC0605'WITH INTERSTATE HIGHWAY 20 IN PECOS, THENCE 13.7 KM (8.5 MI)
 CC0605'NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD, 0.8 KM (0.5 MI)
 CC0605'NORTHEAST OF RAILROAD MILE POST 640, 0.2 KM (0.15 MI) NORTHEAST
 CC0605'OF A SIDE ROAD LEADING NORTH-NORTHWEST, 17.1 METERS (56.0 FT)
 CC0605'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 80, AND 12.3
 CC0605'METERS (40.4 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.  NOTE=ACCESS
 CC0605'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0605'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CC0605'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0574 ***********************************************************************
 CC0574  DESIGNATION -  B 1391
 CC0574  PID         -  CC0574
 CC0574  STATE/COUNTY-  TX/REEVES
 CC0574  USGS QUAD   -  PECOS WEST (1981)
 CC0574
 CC0574                         *CURRENT SURVEY CONTROL
 CC0574  ___________________________________________________________________
 CC0574* NAD 83(1986)-  31 29 14.     (N)    103 31 23.     (W)     SCALED    
 CC0574* NAVD 88     -       797.162  (meters)    2615.36   (feet)  ADJUSTED  
 CC0574  ___________________________________________________________________
 CC0574  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CC0574  DYNAMIC HT  -         795.997 (meters)    2611.53  (feet)  COMP
 CC0574  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 CC0574
 CC0574  VERT ORDER  -  FIRST     CLASS II
 CC0574
 CC0574.The horizontal coordinates were scaled from a topographic map and have
 CC0574.an estimated accuracy of +/- 6 seconds.
 CC0574
 CC0574.The orthometric height was determined by differential leveling
 CC0574.and adjusted by the National Geodetic Survey in June 1991..
 CC0574
 CC0574.The geoid height was determined by GEOID03.
 CC0574
 CC0574.The dynamic height is computed by dividing the NAVD 88
 CC0574.geopotential number by the normal gravity value computed on the
 CC0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0574.degrees latitude (g = 980.6199 gals.).
 CC0574
 CC0574.The modeled gravity was interpolated from observed gravity values.
 CC0574
 CC0574;                    North         East    Units  Estimated Accuracy
 CC0574;SPC TX C     - 3,206,170.      396,990.      MT  (+/- 180 meters Scaled)
 CC0574
 CC0574                          SUPERSEDED SURVEY CONTROL
 CC0574
 CC0574.No superseded survey control is available for this station.
 CC0574
 CC0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ402845(NAD 83)
 CC0574_MARKER: I = METAL ROD
 CC0574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0574_SP_SET: STAINLESS STEEL ROD
 CC0574_STAMPING: B 1391 1981
 CC0574_MARK LOGO: NGS   
 CC0574_PROJECTION: FLUSH
 CC0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0574_ROD/PIPE-DEPTH: 7.3  meters
 CC0574
 CC0574  HISTORY     - Date     Condition        Report By
 CC0574  HISTORY     - 1981     MONUMENTED       NGS
 CC0574
 CC0574                          STATION DESCRIPTION
 CC0574
 CC0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0574'7.2 KM (4.45 MI) NORTH FROM PECOS.
 CC0574'7.2 KM (4.45 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0574'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0574'PECOS, 1.1 KM (0.7 MI) NORTH OF THE CROSSING OF U.S. HIGHWAY 285,
 CC0574'0.2 KM (0.1 MI) NORTH OF MILE POST 267, 30.8 METERS (101.0 FT) EAST
 CC0574'OF THE NEAR RAIL, 7.5 METERS (24.5 FT) EAST OF THE CENTER OF A PAVED
 CC0574'ROAD, 4.6 METERS (15.0 FT) NORTH OF THE CENTER OF A FIELD ROAD
 CC0574'LEADING NORTHEAST, AND 0.4 METER (1.2 FT) WEST OF A FENCE.
 CC0574'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0574'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 CC0574'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0844 ***********************************************************************
 CD0844  DESIGNATION -  B 1392
 CD0844  PID         -  CD0844
 CD0844  STATE/COUNTY-  TX/HUDSPETH
 CD0844  USGS QUAD   -  CORNUDAS (1984)
 CD0844
 CD0844                         *CURRENT SURVEY CONTROL
 CD0844  ___________________________________________________________________
 CD0844* NAD 83(1986)-  31 46 36.     (N)    105 27 06.     (W)     SCALED    
 CD0844* NAVD 88     -      1318.409  (meters)    4325.48   (feet)  ADJUSTED  
 CD0844  ___________________________________________________________________
 CD0844  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 CD0844  DYNAMIC HT  -        1316.400 (meters)    4318.89  (feet)  COMP
 CD0844  MODELED GRAV-     979,070.0   (mgal)                       NAVD 88
 CD0844
 CD0844  VERT ORDER  -  FIRST     CLASS II
 CD0844
 CD0844.The horizontal coordinates were scaled from a topographic map and have
 CD0844.an estimated accuracy of +/- 6 seconds.
 CD0844
 CD0844.The orthometric height was determined by differential leveling
 CD0844.and adjusted by the National Geodetic Survey in June 1991..
 CD0844
 CD0844.The geoid height was determined by GEOID03.
 CD0844
 CD0844.The dynamic height is computed by dividing the NAVD 88
 CD0844.geopotential number by the normal gravity value computed on the
 CD0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0844.degrees latitude (g = 980.6199 gals.).
 CD0844
 CD0844.The modeled gravity was interpolated from observed gravity values.
 CD0844
 CD0844;                    North         East    Units  Estimated Accuracy
 CD0844;SPC TX C     - 3,245,060.      215,370.      MT  (+/- 180 meters Scaled)
 CD0844
 CD0844                          SUPERSEDED SURVEY CONTROL
 CD0844
 CD0844.No superseded survey control is available for this station.
 CD0844
 CD0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR572157(NAD 83)
 CD0844_MARKER: I = METAL ROD
 CD0844_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0844_SP_SET: STAINLESS STEEL ROD
 CD0844_STAMPING: B 1392 1981
 CD0844_MARK LOGO: NGS   
 CD0844_PROJECTION: FLUSH
 CD0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0844+STABILITY: POSITION/ELEVATION WELL
 CD0844_ROD/PIPE-DEPTH: 4.0  meters
 CD0844
 CD0844  HISTORY     - Date     Condition        Report By
 CD0844  HISTORY     - 1981     MONUMENTED       NGS
 CD0844
 CD0844                          STATION DESCRIPTION
 CD0844
 CD0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0844'96.5 KM (59.95 MI) EAST FROM EL PASO.
 CD0844'96.5 KM (59.95 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0844'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0844'0.2 KM (0.15 MI) WEST-NORTHWEST OF A ROAD LEADING NORTH, 15.2 METERS
 CD0844'49.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.5
 CD0844'METER (1.5 FT) NORTH-NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM
 CD0844'POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0844'THE MARK IS 0.4 METERS  NNE FROM  A WITNESS POST AND FENCE
 CD0844'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0383 ***********************************************************************
 CE0383  DESIGNATION -  B 1393
 CE0383  PID         -  CE0383
 CE0383  STATE/COUNTY-  TX/EL PASO
 CE0383  USGS QUAD   -  TORNILLO (1972)
 CE0383
 CE0383                         *CURRENT SURVEY CONTROL
 CE0383  ___________________________________________________________________
 CE0383* NAD 83(1986)-  31 28 15.     (N)    106 07 16.     (W)     SCALED    
 CE0383* NAVD 88     -      1095.454  (meters)    3594.00   (feet)  ADJUSTED  
 CE0383  ___________________________________________________________________
 CE0383  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CE0383  DYNAMIC HT  -        1093.754 (meters)    3588.42  (feet)  COMP
 CE0383  MODELED GRAV-     979,051.4   (mgal)                       NAVD 88
 CE0383
 CE0383  VERT ORDER  -  FIRST     CLASS II
 CE0383
 CE0383.The horizontal coordinates were scaled from a topographic map and have
 CE0383.an estimated accuracy of +/- 6 seconds.
 CE0383
 CE0383.The orthometric height was determined by differential leveling
 CE0383.and adjusted by the National Geodetic Survey in June 1991..
 CE0383
 CE0383.The geoid height was determined by GEOID03.
 CE0383
 CE0383.The dynamic height is computed by dividing the NAVD 88
 CE0383.geopotential number by the normal gravity value computed on the
 CE0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0383.degrees latitude (g = 980.6199 gals.).
 CE0383
 CE0383.The modeled gravity was interpolated from observed gravity values.
 CE0383
 CE0383;                    North         East    Units  Estimated Accuracy
 CE0383;SPC TX C     - 3,214,310.      150,270.      MT  (+/- 180 meters Scaled)
 CE0383
 CE0383                          SUPERSEDED SURVEY CONTROL
 CE0383
 CE0383.No superseded survey control is available for this station.
 CE0383
 CE0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ934823(NAD 83)
 CE0383_MARKER: I = METAL ROD
 CE0383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0383_SP_SET: STAINLESS STEEL ROD
 CE0383_STAMPING: B 1393 1981
 CE0383_MARK LOGO: NGS   
 CE0383_PROJECTION: FLUSH
 CE0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0383_ROD/PIPE-DEPTH: 12.8 meters
 CE0383
 CE0383  HISTORY     - Date     Condition        Report By
 CE0383  HISTORY     - 1981     MONUMENTED       NGS
 CE0383
 CE0383                          STATION DESCRIPTION
 CE0383
 CE0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0383'4.4 KM (2.75 MI) SE FROM FABENS.
 CE0383'4.4 KM (2.75 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CE0383'POST OFFICE IN FABENS, 42.7 METERS (140.0 FT) SOUTHEAST OF RAILROAD
 CE0383'MILEPOST 797, 25.9 METERS (85.0 FT) NORTHEAST OF THE CENTERLINE OF
 CE0383'THE HIGHWAY, 21.9 METERS (72.0 FT) SOUTHWEST OF THE NEAR RAIL AND 1.8
 CE0383'METERS (6.0 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CE0383'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0383'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CE0383'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0776 ***********************************************************************
 CD0776  DESIGNATION -  B 1394
 CD0776  PID         -  CD0776
 CD0776  STATE/COUNTY-  TX/HUDSPETH
 CD0776  USGS QUAD   -  ESPERANZA (1972)
 CD0776
 CD0776                         *CURRENT SURVEY CONTROL
 CD0776  ___________________________________________________________________
 CD0776* NAD 83(1986)-  31 10 32.     (N)    105 41 50.     (W)     SCALED    
 CD0776* NAVD 88     -      1104.916  (meters)    3625.05   (feet)  ADJUSTED  
 CD0776  ___________________________________________________________________
 CD0776  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CD0776  DYNAMIC HT  -        1103.183 (meters)    3619.36  (feet)  COMP
 CD0776  MODELED GRAV-     979,035.7   (mgal)                       NAVD 88
 CD0776
 CD0776  VERT ORDER  -  FIRST     CLASS II
 CD0776
 CD0776.The horizontal coordinates were scaled from a topographic map and have
 CD0776.an estimated accuracy of +/- 6 seconds.
 CD0776
 CD0776.The orthometric height was determined by differential leveling
 CD0776.and adjusted by the National Geodetic Survey in June 1991..
 CD0776
 CD0776.The geoid height was determined by GEOID03.
 CD0776
 CD0776.The dynamic height is computed by dividing the NAVD 88
 CD0776.geopotential number by the normal gravity value computed on the
 CD0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0776.degrees latitude (g = 980.6199 gals.).
 CD0776
 CD0776.The modeled gravity was interpolated from observed gravity values.
 CD0776
 CD0776;                    North         East    Units  Estimated Accuracy
 CD0776;SPC TX C     - 3,179,590.      188,920.      MT  (+/- 180 meters Scaled)
 CD0776
 CD0776                          SUPERSEDED SURVEY CONTROL
 CD0776
 CD0776.No superseded survey control is available for this station.
 CD0776
 CD0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ335492(NAD 83)
 CD0776_MARKER: DB = BENCH MARK DISK
 CD0776_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0776_SP_SET: PIER
 CD0776_STAMPING: B 1394 1981
 CD0776_MARK LOGO: NGS   
 CD0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0776+STABILITY: POSITION/ELEVATION WELL
 CD0776
 CD0776  HISTORY     - Date     Condition        Report By
 CD0776  HISTORY     - 1981     MONUMENTED       NGS
 CD0776
 CD0776                          STATION DESCRIPTION
 CD0776
 CD0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0776'35.6 KM (22.1 MI) NW FROM SIERRA BLANCA.
 CD0776'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0776'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0776'SOUTH ALONG A GRAVELED ROAD, THENCE 29.1 KM (18.1 MI) NORTHWESTERLY
 CD0776'ALONG INTERSTATE HIGHWAY 10, SET VERTICALLY IN THE SOUTH FACE OF THE
 CD0776'MOST EASTERLY ONE OF TWO CONCRETE PIERS, SOUTH OF THE EAST BOUND
 CD0776'LANES, OF THE ESPARANZA ROAD OVERPASS AND 8.0 METERS (26.3 FT)
 CD0776'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CD0776'THE MARK IS 1.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0854 ***********************************************************************
 CD0854  DESIGNATION -  B 1395
 CD0854  PID         -  CD0854
 CD0854  STATE/COUNTY-  TX/CULBERSON
 CD0854  USGS QUAD   -  WILD HORSE (1979)
 CD0854
 CD0854                         *CURRENT SURVEY CONTROL
 CD0854  ___________________________________________________________________
 CD0854* NAD 83(1986)-  31 02 39.     (N)    104 43 11.     (W)     SCALED    
 CD0854* NAVD 88     -      1198.300  (meters)    3931.42   (feet)  ADJUSTED  
 CD0854  ___________________________________________________________________
 CD0854  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 CD0854  DYNAMIC HT  -        1196.424 (meters)    3925.27  (feet)  COMP
 CD0854  MODELED GRAV-     979,034.1   (mgal)                       NAVD 88
 CD0854
 CD0854  VERT ORDER  -  FIRST     CLASS II
 CD0854
 CD0854.The horizontal coordinates were scaled from a topographic map and have
 CD0854.an estimated accuracy of +/- 6 seconds.
 CD0854
 CD0854.The orthometric height was determined by differential leveling
 CD0854.and adjusted by the National Geodetic Survey in June 1991..
 CD0854
 CD0854.The geoid height was determined by GEOID03.
 CD0854
 CD0854.The dynamic height is computed by dividing the NAVD 88
 CD0854.geopotential number by the normal gravity value computed on the
 CD0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0854.degrees latitude (g = 980.6199 gals.).
 CD0854
 CD0854.The modeled gravity was interpolated from observed gravity values.
 CD0854
 CD0854;                    North         East    Units  Estimated Accuracy
 CD0854;SPC TX C     - 3,160,960.      281,430.      MT  (+/- 180 meters Scaled)
 CD0854
 CD0854                          SUPERSEDED SURVEY CONTROL
 CD0854
 CD0854.No superseded survey control is available for this station.
 CD0854
 CD0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ267345(NAD 83)
 CD0854_MARKER: DB = BENCH MARK DISK
 CD0854_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0854_SP_SET: BRIDGE PIER
 CD0854_STAMPING: B 1395 1981
 CD0854_MARK LOGO: NGS   
 CD0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0854+STABILITY: POSITION/ELEVATION WELL
 CD0854
 CD0854  HISTORY     - Date     Condition        Report By
 CD0854  HISTORY     - 1981     MONUMENTED       NGS
 CD0854  HISTORY     - 19970915 GOOD             USPSQD
 CD0854
 CD0854                          STATION DESCRIPTION
 CD0854
 CD0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0854'10.9 KM (6.75 MI) EAST FROM VAN HORN.
 CD0854'10.9 KM (6.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0854'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, IN THE OVERPASS AT WILD
 CD0854'HORSE ROAD (EXIT 146), SET VERTICALLY IN THE EAST FACE OF THE MOST
 CD0854'NORTH ONE OF THREE PIERS OF THE WEST BOUND LANES, AND 7.2 METERS
 CD0854'(23.6 FT) WEST OF THE CENTER OF THE ROAD.
 CD0854'THE MARK IS 1.3 M ABOVE THE GROUND.
 CD0854
 CD0854                          STATION RECOVERY (1997)
 CD0854
 CD0854'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0882 ***********************************************************************
 CD0882  DESIGNATION -  B 1396
 CD0882  PID         -  CD0882
 CD0882  STATE/COUNTY-  TX/CULBERSON
 CD0882  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0882
 CD0882                         *CURRENT SURVEY CONTROL
 CD0882  ___________________________________________________________________
 CD0882* NAD 83(1986)-  31 03 52.     (N)    104 18 37.     (W)     SCALED    
 CD0882* NAVD 88     -      1345.463  (meters)    4414.24   (feet)  ADJUSTED  
 CD0882  ___________________________________________________________________
 CD0882  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 CD0882  DYNAMIC HT  -        1343.358 (meters)    4407.33  (feet)  COMP
 CD0882  MODELED GRAV-     979,029.2   (mgal)                       NAVD 88
 CD0882
 CD0882  VERT ORDER  -  FIRST     CLASS II
 CD0882
 CD0882.The horizontal coordinates were scaled from a topographic map and have
 CD0882.an estimated accuracy of +/- 6 seconds.
 CD0882
 CD0882.The orthometric height was determined by differential leveling
 CD0882.and adjusted by the National Geodetic Survey in June 1991..
 CD0882
 CD0882.The geoid height was determined by GEOID03.
 CD0882
 CD0882.The dynamic height is computed by dividing the NAVD 88
 CD0882.geopotential number by the normal gravity value computed on the
 CD0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0882.degrees latitude (g = 980.6199 gals.).
 CD0882
 CD0882.The modeled gravity was interpolated from observed gravity values.
 CD0882
 CD0882;                    North         East    Units  Estimated Accuracy
 CD0882;SPC TX C     - 3,161,730.      320,570.      MT  (+/- 180 meters Scaled)
 CD0882
 CD0882                          SUPERSEDED SURVEY CONTROL
 CD0882
 CD0882.No superseded survey control is available for this station.
 CD0882
 CD0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ658369(NAD 83)
 CD0882_MARKER: I = METAL ROD
 CD0882_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0882_SP_SET: STAINLESS STEEL ROD
 CD0882_STAMPING: B 1396 1981
 CD0882_MARK LOGO: NGS   
 CD0882_PROJECTION: FLUSH
 CD0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0882_ROD/PIPE-DEPTH: 5.5  meters
 CD0882
 CD0882  HISTORY     - Date     Condition        Report By
 CD0882  HISTORY     - 1981     MONUMENTED       NGS
 CD0882  HISTORY     - 1990     GOOD             USPSQD
 CD0882
 CD0882                          STATION DESCRIPTION
 CD0882
 CD0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0882'8.9 KM (5.5 MI) WEST FROM KENT.
 CD0882'8.9 KM (5.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS JUNCTION
 CD0882'WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 0.3 KM (0.2 MI)
 CD0882'EAST OF MILE POST 171, 38.1 METERS (125.0 FT) SOUTH OF THE CENTERLINE
 CD0882'OF THE EAST BOUND LANES OF THE HIGHWAY, AND 29.3 METERS (96.0 FT)
 CD0882'SOUTHWEST OF THE SOUTHWEST CORNER OF A BOX CULVERT.
 CD0882'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0882'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CD0882'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CD0882
 CD0882                          STATION RECOVERY (1990)
 CD0882
 CD0882'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0587 ***********************************************************************
 CC0587  DESIGNATION -  B 1397
 CC0587  PID         -  CC0587
 CC0587  STATE/COUNTY-  TX/REEVES
 CC0587  USGS QUAD   -  GOZAR (1970)
 CC0587
 CC0587                         *CURRENT SURVEY CONTROL
 CC0587  ___________________________________________________________________
 CC0587* NAD 83(1986)-  31 12 47.     (N)    103 54 56.     (W)     SCALED    
 CC0587* NAVD 88     -       995.822  (meters)    3267.13   (feet)  ADJUSTED  
 CC0587  ___________________________________________________________________
 CC0587  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CC0587  DYNAMIC HT  -         994.345 (meters)    3262.28  (feet)  COMP
 CC0587  MODELED GRAV-     979,122.7   (mgal)                       NAVD 88
 CC0587
 CC0587  VERT ORDER  -  FIRST     CLASS II
 CC0587
 CC0587.The horizontal coordinates were scaled from a topographic map and have
 CC0587.an estimated accuracy of +/- 6 seconds.
 CC0587
 CC0587.The orthometric height was determined by differential leveling
 CC0587.and adjusted by the National Geodetic Survey in June 1991..
 CC0587
 CC0587.The geoid height was determined by GEOID03.
 CC0587
 CC0587.The dynamic height is computed by dividing the NAVD 88
 CC0587.geopotential number by the normal gravity value computed on the
 CC0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0587.degrees latitude (g = 980.6199 gals.).
 CC0587
 CC0587.The modeled gravity was interpolated from observed gravity values.
 CC0587
 CC0587;                    North         East    Units  Estimated Accuracy
 CC0587;SPC TX C     - 3,176,920.      358,740.      MT  (+/- 180 meters Scaled)
 CC0587
 CC0587                          SUPERSEDED SURVEY CONTROL
 CC0587
 CC0587.No superseded survey control is available for this station.
 CC0587
 CC0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ033537(NAD 83)
 CC0587_MARKER: I = METAL ROD
 CC0587_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0587+WITH SETTING: INFORMATION.
 CC0587_SP_SET: SHALLOW SET METAL ROD
 CC0587_STAMPING: B 1397 1981
 CC0587_MARK LOGO: NGS   
 CC0587_PROJECTION: FLUSH
 CC0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0587_ROD/PIPE-DEPTH: 2.4  meters
 CC0587
 CC0587  HISTORY     - Date     Condition        Report By
 CC0587  HISTORY     - 1981     MONUMENTED       NGS
 CC0587
 CC0587                          STATION DESCRIPTION
 CC0587
 CC0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0587'16.5 KM (10.25 MI) SW FROM TOYAH.
 CC0587'16.5 KM (10.25 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0587'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 1.0 KM (0.65 MI) SOUTHWEST
 CC0587'OF MILE POST 13, 0.6 KM (0.35 MI) NORTHWEST OF MILE POST 12, 8.5
 CC0587'METERS (27.9 FT) NORTHWEST OF THE CENTER OF A FRONTAGE ROAD.
 CC0587'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0587'ROD WAS DRIVEN TO REFUSAL AT 8.0 FT.
 CC0587'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST AND FENCE
 CC0587'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0340 ***********************************************************************
 BQ0340  DESIGNATION -  B 1398
 BQ0340  PID         -  BQ0340
 BQ0340  STATE/COUNTY-  TX/CULBERSON
 BQ0340  USGS QUAD   -  CHISPA MOUNTAIN (1972)
 BQ0340
 BQ0340                         *CURRENT SURVEY CONTROL
 BQ0340  ___________________________________________________________________
 BQ0340* NAD 83(1986)-  30 46 30.     (N)    104 43 48.     (W)     SCALED    
 BQ0340* NAVD 88     -      1239.465  (meters)    4066.48   (feet)  ADJUSTED  
 BQ0340  ___________________________________________________________________
 BQ0340  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 BQ0340  DYNAMIC HT  -        1237.480 (meters)    4059.97  (feet)  COMP
 BQ0340  MODELED GRAV-     978,997.3   (mgal)                       NAVD 88
 BQ0340
 BQ0340  VERT ORDER  -  FIRST     CLASS II
 BQ0340
 BQ0340.The horizontal coordinates were scaled from a topographic map and have
 BQ0340.an estimated accuracy of +/- 6 seconds.
 BQ0340
 BQ0340.The orthometric height was determined by differential leveling
 BQ0340.and adjusted by the National Geodetic Survey in June 1991..
 BQ0340
 BQ0340.The geoid height was determined by GEOID03.
 BQ0340
 BQ0340.The dynamic height is computed by dividing the NAVD 88
 BQ0340.geopotential number by the normal gravity value computed on the
 BQ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0340.degrees latitude (g = 980.6199 gals.).
 BQ0340
 BQ0340.The modeled gravity was interpolated from observed gravity values.
 BQ0340
 BQ0340;                    North         East    Units  Estimated Accuracy
 BQ0340;SPC TX C     - 3,131,180.      279,270.      MT  (+/- 180 meters Scaled)
 BQ0340
 BQ0340                          SUPERSEDED SURVEY CONTROL
 BQ0340
 BQ0340.No superseded survey control is available for this station.
 BQ0340
 BQ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ258046(NAD 83)
 BQ0340_MARKER: I = METAL ROD
 BQ0340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0340_SP_SET: STAINLESS STEEL ROD
 BQ0340_STAMPING: B 1398 1981
 BQ0340_MARK LOGO: NGS   
 BQ0340_PROJECTION: FLUSH
 BQ0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0340+STABILITY: POSITION/ELEVATION WELL
 BQ0340_ROD/PIPE-DEPTH: 4.3  meters
 BQ0340
 BQ0340  HISTORY     - Date     Condition        Report By
 BQ0340  HISTORY     - 1981     MONUMENTED       NGS
 BQ0340
 BQ0340                          STATION DESCRIPTION
 BQ0340
 BQ0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0340'29.9 KM (18.6 MI) NW FROM VALENTINE.
 BQ0340'29.9 KM (18.6 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0340'IN VALENTINE, OR, 31.1 KM (19.3 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY
 BQ0340'90 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN VAN HORN, 0.5 KM
 BQ0340'(0.3 MI) SOUTHEAST OF A GRAVELED ROAD LEADING WEST, 70.7 METERS (232.0
 BQ0340'FT) WEST AND ACROSS THE HIGHWAY FROM RAILROAD MILE POST 687, 29.0
 BQ0340'METERS (95.2 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE
 BQ0340'BOX CULVERT, 18.0 METERS (59.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 BQ0340'HIGHWAY, AND 12.2 METERS (40.0 FT) SOUTHEAST OF A UTILITY POLE.
 BQ0340'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL
 BQ0340'WAS REACHED AT 14.0 FT.
 BQ0340'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0340'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0364 ***********************************************************************
 BQ0364  DESIGNATION -  B 1399
 BQ0364  PID         -  BQ0364
 BQ0364  STATE/COUNTY-  TX/PRESIDIO
 BQ0364  USGS QUAD   -  MARFA (1983)
 BQ0364
 BQ0364                         *CURRENT SURVEY CONTROL
 BQ0364  ___________________________________________________________________
 BQ0364* NAD 83(1986)-  30 18 41.     (N)    104 03 37.     (W)     SCALED    
 BQ0364* NAVD 88     -      1440.968  (meters)    4727.58   (feet)  ADJUSTED  
 BQ0364  ___________________________________________________________________
 BQ0364  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BQ0364  DYNAMIC HT  -        1438.561 (meters)    4719.68  (feet)  COMP
 BQ0364  MODELED GRAV-     978,920.7   (mgal)                       NAVD 88
 BQ0364
 BQ0364  VERT ORDER  -  FIRST     CLASS II
 BQ0364
 BQ0364.The horizontal coordinates were scaled from a topographic map and have
 BQ0364.an estimated accuracy of +/- 6 seconds.
 BQ0364
 BQ0364.The orthometric height was determined by differential leveling
 BQ0364.and adjusted by the National Geodetic Survey in June 1991..
 BQ0364
 BQ0364.The geoid height was determined by GEOID03.
 BQ0364
 BQ0364.The dynamic height is computed by dividing the NAVD 88
 BQ0364.geopotential number by the normal gravity value computed on the
 BQ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0364.degrees latitude (g = 980.6199 gals.).
 BQ0364
 BQ0364.The modeled gravity was interpolated from observed gravity values.
 BQ0364
 BQ0364;                    North         East    Units  Estimated Accuracy
 BQ0364;SPC TXSC     - 4,285,180.      113,430.      MT  (+/- 180 meters Scaled)
 BQ0364
 BQ0364                          SUPERSEDED SURVEY CONTROL
 BQ0364
 BQ0364.No superseded survey control is available for this station.
 BQ0364
 BQ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP903536(NAD 83)
 BQ0364_MARKER: I = METAL ROD
 BQ0364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0364_SP_SET: STAINLESS STEEL ROD
 BQ0364_STAMPING: B 1399 1981
 BQ0364_MARK LOGO: NGS   
 BQ0364_PROJECTION: FLUSH
 BQ0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0364_ROD/PIPE-DEPTH: 4.0  meters
 BQ0364
 BQ0364  HISTORY     - Date     Condition        Report By
 BQ0364  HISTORY     - 1981     MONUMENTED       NGS
 BQ0364  HISTORY     - 1990     GOOD             USPSQD
 BQ0364  HISTORY     - 19961009 GOOD             USPSQD
 BQ0364
 BQ0364                          STATION DESCRIPTION
 BQ0364
 BQ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0364'4.3 KM (2.65 MI) NW FROM MARFA.
 BQ0364'4.3 KM (2.65 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0364'WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 1.5 KM (0.9 MI)
 BQ0364'NORTHWEST OF THE STARDUST MOTEL, 22.6 METERS (74.0 FT) NORTHWEST OF
 BQ0364'THE NORTHWEST CORNER OF A CONCRETE BOX CULVERT, 18.3 METERS (59.9 FT)
 BQ0364'SOUTHEAST OF A UTILITY POLE, 18.1 METERS (59.5 FT) NORTHEAST OF THE
 BQ0364'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 BQ0364'A 5-INCH LOGO CAP.
 BQ0364'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 BQ0364'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0364
 BQ0364                          STATION RECOVERY (1990)
 BQ0364
 BQ0364'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0364'RECOVERED IN GOOD CONDITION.
 BQ0364
 BQ0364                          STATION RECOVERY (1996)
 BQ0364
 BQ0364'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0189 ***********************************************************************
 EN0189  DESIGNATION -  B 140
 EN0189  PID         -  EN0189
 EN0189  STATE/COUNTY-  TX/HALL
 EN0189  USGS QUAD   -  PARNELL (1985)
 EN0189
 EN0189                         *CURRENT SURVEY CONTROL
 EN0189  ___________________________________________________________________
 EN0189* NAD 83(1986)-  34 32 54.     (N)    100 31 09.     (W)     SCALED    
 EN0189* NAVD 88     -       562.385  (meters)    1845.09   (feet)  ADJUSTED  
 EN0189  ___________________________________________________________________
 EN0189  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EN0189  DYNAMIC HT  -         561.747 (meters)    1843.00  (feet)  COMP
 EN0189  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 EN0189
 EN0189  VERT ORDER  -  FIRST     CLASS II
 EN0189
 EN0189.The horizontal coordinates were scaled from a topographic map and have
 EN0189.an estimated accuracy of +/- 6 seconds.
 EN0189
 EN0189.The orthometric height was determined by differential leveling
 EN0189.and adjusted by the National Geodetic Survey in June 1991..
 EN0189
 EN0189.The geoid height was determined by GEOID03.
 EN0189
 EN0189.The dynamic height is computed by dividing the NAVD 88
 EN0189.geopotential number by the normal gravity value computed on the
 EN0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0189.degrees latitude (g = 980.6199 gals.).
 EN0189
 EN0189.The modeled gravity was interpolated from observed gravity values.
 EN0189
 EN0189;                    North         East    Units  Estimated Accuracy
 EN0189;SPC TX N     - 1,061,280.      290,030.      MT  (+/- 180 meters Scaled)
 EN0189
 EN0189                          SUPERSEDED SURVEY CONTROL
 EN0189
 EN0189  NGVD 29 (??/??/92)  562.110  (m)         1844.19   (f) ADJ UNCH    1 2
 EN0189
 EN0189.Superseded values are not recommended for survey control.
 EN0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0189.See file dsdata.txt to determine how the superseded data were derived.
 EN0189
 EN0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD606240(NAD 83)
 EN0189_MARKER: DB = BENCH MARK DISK
 EN0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0189_STAMPING: 1844.189 B 140 1933
 EN0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0189+STABILITY: SURFACE MOTION
 EN0189
 EN0189  HISTORY     - Date     Condition        Report By
 EN0189  HISTORY     - 1933     MONUMENTED       CGS
 EN0189  HISTORY     - 1934     GOOD             NGS
 EN0189  HISTORY     - 1982     MARK NOT FOUND   USGS
 EN0189  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0189
 EN0189                          STATION DESCRIPTION
 EN0189
 EN0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0189'5.4 MI SW FROM ESTELLINE.
 EN0189'5.4 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0189'THE STATION AT ESTELLINE, HALL COUNTY, AT HULVER, AT STATION 266+66
 EN0189'(MILEAGE 242.10), 26 FEET NORTH OF THE NORTHWEST STEEL LEG OF THE
 EN0189'WATER TANK, 41 FEET NORTH OF THE TRACK, 35 FEET SOUTH OF THE
 EN0189'RIGHT-OF-WAY FENCE, AND UNDER A POWER-TRANSMISSION LINE.  A STANDARD
 EN0189'DISK, STAMPED 1844.189 B 140 1933 AND SET IN THE TOP OF A CONCRETE
 EN0189'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 EN0189
 EN0189                          STATION RECOVERY (1934)
 EN0189
 EN0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0189'RECOVERED IN GOOD CONDITION.
 EN0189
 EN0189                          STATION RECOVERY (1982)
 EN0189
 EN0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EN0189'MARK NOT FOUND.
 EN0189
 EN0189                          STATION RECOVERY (1984)
 EN0189
 EN0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0221 ***********************************************************************
 BB0221  DESIGNATION -  B 1400
 BB0221  PID         -  BB0221
 BB0221  STATE/COUNTY-  TX/PRESIDIO
 BB0221  USGS QUAD   -  CERROS PRIETOS (1983)
 BB0221
 BB0221                         *CURRENT SURVEY CONTROL
 BB0221  ___________________________________________________________________
 BB0221* NAD 83(1986)-  29 57 42.     (N)    104 13 54.     (W)     SCALED    
 BB0221* NAVD 88     -      1479.986  (meters)    4855.59   (feet)  ADJUSTED  
 BB0221  ___________________________________________________________________
 BB0221  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 BB0221  DYNAMIC HT  -        1477.467 (meters)    4847.32  (feet)  COMP
 BB0221  MODELED GRAV-     978,888.2   (mgal)                       NAVD 88
 BB0221
 BB0221  VERT ORDER  -  FIRST     CLASS II
 BB0221
 BB0221.The horizontal coordinates were scaled from a topographic map and have
 BB0221.an estimated accuracy of +/- 6 seconds.
 BB0221
 BB0221.The orthometric height was determined by differential leveling
 BB0221.and adjusted by the National Geodetic Survey in June 1991..
 BB0221
 BB0221.The geoid height was determined by GEOID03.
 BB0221
 BB0221.The dynamic height is computed by dividing the NAVD 88
 BB0221.geopotential number by the normal gravity value computed on the
 BB0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0221.degrees latitude (g = 980.6199 gals.).
 BB0221
 BB0221.The modeled gravity was interpolated from observed gravity values.
 BB0221
 BB0221;                    North         East    Units  Estimated Accuracy
 BB0221;SPC TXSC     - 4,247,170.       95,230.      MT  (+/- 180 meters Scaled)
 BB0221
 BB0221                          SUPERSEDED SURVEY CONTROL
 BB0221
 BB0221.No superseded survey control is available for this station.
 BB0221
 BB0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP741147(NAD 83)
 BB0221_MARKER: I = METAL ROD
 BB0221_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BB0221+WITH SETTING: INFORMATION.
 BB0221_SP_SET: SHALLOW SET METAL ROD
 BB0221_STAMPING: B 1400 1981
 BB0221_MARK LOGO: NGS   
 BB0221_PROJECTION: FLUSH
 BB0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0221_ROD/PIPE-DEPTH: 1.8  meters
 BB0221
 BB0221  HISTORY     - Date     Condition        Report By
 BB0221  HISTORY     - 1981     MONUMENTED       NGS
 BB0221  HISTORY     - 19961010 GOOD             USPSQD
 BB0221
 BB0221                          STATION DESCRIPTION
 BB0221
 BB0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0221'18.7 KM (11.65 MI) NE FROM SHAFTER.
 BB0221'18.7 KM (11.65 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0221'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, AT A POWERLINE
 BB0221'CROSSING, 15.1 METERS (49.4 FT) EAST OF THE CENTERLINE OF THE
 BB0221'HIGHWAY, 14.3 METERS (47.0 FT) SOUTHEAST OF UTILITY POLE NUMBER
 BB0221'28 11, 5.9 METERS (19.5 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE
 BB0221'AND WOODEN GATE, AND 0.3 METER (1.0 FT) WEST OF A FENCE.
 BB0221'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BB0221'REFUSAL WAS REACHED AT 6.0 FT.
 BB0221'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BB0221
 BB0221                          STATION RECOVERY (1996)
 BB0221
 BB0221'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0245 ***********************************************************************
 BB0245  DESIGNATION -  B 1401
 BB0245  PID         -  BB0245
 BB0245  STATE/COUNTY-  TX/PRESIDIO
 BB0245  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0245
 BB0245                         *CURRENT SURVEY CONTROL
 BB0245  ___________________________________________________________________
 BB0245* NAD 83(1986)-  29 37 24.     (N)    104 21 31.     (W)     SCALED    
 BB0245* NAVD 88     -       877.814  (meters)    2879.96   (feet)  ADJUSTED  
 BB0245  ___________________________________________________________________
 BB0245  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 BB0245  DYNAMIC HT  -         876.386 (meters)    2875.28  (feet)  COMP
 BB0245  MODELED GRAV-     978,986.8   (mgal)                       NAVD 88
 BB0245
 BB0245  VERT ORDER  -  FIRST     CLASS II
 BB0245
 BB0245.The horizontal coordinates were scaled from a topographic map and have
 BB0245.an estimated accuracy of +/- 6 seconds.
 BB0245
 BB0245.The orthometric height was determined by differential leveling
 BB0245.and adjusted by the National Geodetic Survey in June 1991..
 BB0245
 BB0245.The geoid height was determined by GEOID03.
 BB0245
 BB0245.The dynamic height is computed by dividing the NAVD 88
 BB0245.geopotential number by the normal gravity value computed on the
 BB0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0245.degrees latitude (g = 980.6199 gals.).
 BB0245
 BB0245.The modeled gravity was interpolated from observed gravity values.
 BB0245
 BB0245;                    North         East    Units  Estimated Accuracy
 BB0245;SPC TXSC     - 4,210,270.       81,270.      MT  (+/- 180 meters Scaled)
 BB0245
 BB0245                          SUPERSEDED SURVEY CONTROL
 BB0245
 BB0245.No superseded survey control is available for this station.
 BB0245
 BB0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN620772(NAD 83)
 BB0245_MARKER: I = METAL ROD
 BB0245_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BB0245+WITH SETTING: INFORMATION.
 BB0245_SP_SET: SHALLOW SET METAL ROD
 BB0245_STAMPING: B 1401 1981
 BB0245_MARK LOGO: NGS   
 BB0245_PROJECTION: FLUSH
 BB0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0245_ROD/PIPE-DEPTH: 2.1  meters
 BB0245
 BB0245  HISTORY     - Date     Condition        Report By
 BB0245  HISTORY     - 1981     MONUMENTED       NGS
 BB0245  HISTORY     - 19961010 GOOD             USPSQD
 BB0245
 BB0245                          STATION DESCRIPTION
 BB0245
 BB0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0245'7.2 KM (4.5 MI) NORTH FROM PRESIDIO.
 BB0245'7.2 KM (4.5 MI) NORTH ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 BB0245'FARM ROAD 170 IN PRESIDIO, 1 POLE SOUTH OF A POWERLINE T-JUNCTION,
 BB0245'16.0 METERS (52.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 BB0245'2.6 METERS (8.5 FT) NORTH OF A UTILITY POLE.
 BB0245'NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT
 BB0245'IS THROUGH A 5-INCH LOGO CAP.
 BB0245'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BB0245'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BB0245
 BB0245                          STATION RECOVERY (1996)
 BB0245
 BB0245'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0709 ***********************************************************************
 BP0709  DESIGNATION -  B 1402
 BP0709  PID         -  BP0709
 BP0709  STATE/COUNTY-  TX/BREWSTER
 BP0709  USGS QUAD   -  ELAM MOUNTAIN (1972)
 BP0709
 BP0709                         *CURRENT SURVEY CONTROL
 BP0709  ___________________________________________________________________
 BP0709* NAD 83(1986)-  30 23 12.     (N)    103 34 24.     (W)     SCALED    
 BP0709* NAVD 88     -      1357.272  (meters)    4452.98   (feet)  ADJUSTED  
 BP0709  ___________________________________________________________________
 BP0709  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0709  DYNAMIC HT  -        1355.064 (meters)    4445.74  (feet)  COMP
 BP0709  MODELED GRAV-     978,967.6   (mgal)                       NAVD 88
 BP0709
 BP0709  VERT ORDER  -  FIRST     CLASS II
 BP0709
 BP0709.The horizontal coordinates were scaled from a topographic map and have
 BP0709.an estimated accuracy of +/- 6 seconds.
 BP0709
 BP0709.The orthometric height was determined by differential leveling
 BP0709.and adjusted by the National Geodetic Survey in June 1991..
 BP0709
 BP0709.The geoid height was determined by GEOID03.
 BP0709
 BP0709.The dynamic height is computed by dividing the NAVD 88
 BP0709.geopotential number by the normal gravity value computed on the
 BP0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0709.degrees latitude (g = 980.6199 gals.).
 BP0709
 BP0709.The modeled gravity was interpolated from observed gravity values.
 BP0709
 BP0709;                    North         East    Units  Estimated Accuracy
 BP0709;SPC TXSC     - 4,291,590.      160,560.      MT  (+/- 180 meters Scaled)
 BP0709
 BP0709                          SUPERSEDED SURVEY CONTROL
 BP0709
 BP0709.No superseded survey control is available for this station.
 BP0709
 BP0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP370624(NAD 83)
 BP0709_MARKER: I = METAL ROD
 BP0709_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0709+WITH SETTING: INFORMATION.
 BP0709_SP_SET: SHALLOW SET METAL ROD
 BP0709_STAMPING: B 1402 1981
 BP0709_MARK LOGO: NGS   
 BP0709_PROJECTION: FLUSH
 BP0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0709_ROD/PIPE-DEPTH: 1.8  meters
 BP0709
 BP0709  HISTORY     - Date     Condition        Report By
 BP0709  HISTORY     - 1981     MONUMENTED       NGS
 BP0709  HISTORY     - 20030214 GOOD             USPSQD
 BP0709
 BP0709                          STATION DESCRIPTION
 BP0709
 BP0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0709'9.8 KM (6.05 MI) NE FROM ALPINE.
 BP0709'5.1 KM (3.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0709'THE RAILROAD STATION IN ALPINE, THENCE 4.7 KM (2.9 MI) EASTERLY ALONG
 BP0709'U.S. HIGHWAY 90, 0.3 KM (0.2 MI) NORTHWEST OF A 4-PIPE CONCRETE
 BP0709'CULVERT AND 18.3 METERS (60.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 BP0709'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0709'THE MARK IS 0.3 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0709'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BP0709
 BP0709                          STATION RECOVERY (2003)
 BP0709
 BP0709'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BP0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0733 ***********************************************************************
 BP0733  DESIGNATION -  B 1403
 BP0733  PID         -  BP0733
 BP0733  STATE/COUNTY-  TX/BREWSTER
 BP0733  USGS QUAD   -  MARATHON (1983)
 BP0733
 BP0733                         *CURRENT SURVEY CONTROL
 BP0733  ___________________________________________________________________
 BP0733* NAD 83(1986)-  30 12 43.     (N)    103 08 57.     (W)     SCALED    
 BP0733* NAVD 88     -      1255.182  (meters)    4118.04   (feet)  ADJUSTED  
 BP0733  ___________________________________________________________________
 BP0733  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BP0733  DYNAMIC HT  -        1253.133 (meters)    4111.32  (feet)  COMP
 BP0733  MODELED GRAV-     978,965.8   (mgal)                       NAVD 88
 BP0733
 BP0733  VERT ORDER  -  FIRST     CLASS II
 BP0733
 BP0733.The horizontal coordinates were scaled from a topographic map and have
 BP0733.an estimated accuracy of +/- 6 seconds.
 BP0733
 BP0733.The orthometric height was determined by differential leveling
 BP0733.and adjusted by the National Geodetic Survey in June 1991..
 BP0733
 BP0733.The geoid height was determined by GEOID03.
 BP0733
 BP0733.The dynamic height is computed by dividing the NAVD 88
 BP0733.geopotential number by the normal gravity value computed on the
 BP0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0733.degrees latitude (g = 980.6199 gals.).
 BP0733
 BP0733.The modeled gravity was interpolated from observed gravity values.
 BP0733
 BP0733;                    North         East    Units  Estimated Accuracy
 BP0733;SPC TXSC     - 4,270,710.      200,610.      MT  (+/- 180 meters Scaled)
 BP0733
 BP0733                          SUPERSEDED SURVEY CONTROL
 BP0733
 BP0733.No superseded survey control is available for this station.
 BP0733
 BP0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP781437(NAD 83)
 BP0733_MARKER: I = METAL ROD
 BP0733_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0733+WITH SETTING: INFORMATION.
 BP0733_SP_SET: SHALLOW SET METAL ROD
 BP0733_STAMPING: B 1403 1981
 BP0733_MARK LOGO: NGS   
 BP0733_PROJECTION: FLUSH
 BP0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0733_ROD/PIPE-DEPTH: 1.8  meters
 BP0733
 BP0733  HISTORY     - Date     Condition        Report By
 BP0733  HISTORY     - 1981     MONUMENTED       NGS
 BP0733  HISTORY     - 20010331 GOOD             NGS
 BP0733
 BP0733                          STATION DESCRIPTION
 BP0733
 BP0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0733'9.4 KM (5.85 MI) EAST FROM MARATHON.
 BP0733'9.4 KM (5.85 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0733'IN MARATHON, 18.3 METERS (60.0 FT) SOUTH OF THE CENTERLINE OF THE
 BP0733'HIGHWAY, 5.5 METERS (18.0 FT) EAST OF OF THE CENTER OF A  FIELD
 BP0733'ENTRANCE AND 3.9 METERS (12.8 FT) EAST OF A T-FENCE CORNER.
 BP0733'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0733'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0733'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BP0733
 BP0733                          STATION RECOVERY (2001)
 BP0733
 BP0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0733'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1096 ***********************************************************************
 AJ1096  DESIGNATION -  B 1404
 AJ1096  PID         -  AJ1096
 AJ1096  STATE/COUNTY-  TX/WEBB
 AJ1096  USGS QUAD   -  LAREDO WEST (1980)
 AJ1096
 AJ1096                         *CURRENT SURVEY CONTROL
 AJ1096  ___________________________________________________________________
 AJ1096* NAD 83(1986)-  27 30 32.     (N)    099 30 20.     (W)     SCALED    
 AJ1096* NAVD 88     -       125.937  (meters)     413.18   (feet)  ADJUSTED  
 AJ1096  ___________________________________________________________________
 AJ1096  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AJ1096  DYNAMIC HT  -         125.738 (meters)     412.53  (feet)  COMP
 AJ1096  MODELED GRAV-     979,064.6   (mgal)                       NAVD 88
 AJ1096
 AJ1096  VERT ORDER  -  FIRST     CLASS II
 AJ1096
 AJ1096.The horizontal coordinates were scaled from a topographic map and have
 AJ1096.an estimated accuracy of +/- 6 seconds.
 AJ1096
 AJ1096.The orthometric height was determined by differential leveling
 AJ1096.and adjusted by the National Geodetic Survey in June 1991..
 AJ1096
 AJ1096.The geoid height was determined by GEOID03.
 AJ1096
 AJ1096.The dynamic height is computed by dividing the NAVD 88
 AJ1096.geopotential number by the normal gravity value computed on the
 AJ1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1096.degrees latitude (g = 980.6199 gals.).
 AJ1096
 AJ1096.The modeled gravity was interpolated from observed gravity values.
 AJ1096
 AJ1096;                    North         East    Units  Estimated Accuracy
 AJ1096;SPC TX S     - 5,204,500.      200,660.      MT  (+/- 180 meters Scaled)
 AJ1096
 AJ1096                          SUPERSEDED SURVEY CONTROL
 AJ1096
 AJ1096.No superseded survey control is available for this station.
 AJ1096
 AJ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR500429(NAD 83)
 AJ1096_MARKER: I = METAL ROD
 AJ1096_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ1096_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AJ1096_STAMPING: B 1404 1981
 AJ1096_MARK LOGO: NGS   
 AJ1096_PROJECTION: FLUSH
 AJ1096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1096+STABILITY: POSITION/ELEVATION WELL
 AJ1096_ROD/PIPE-DEPTH: 9.5  meters
 AJ1096_SLEEVE-DEPTH  : 9.1 meters
 AJ1096
 AJ1096  HISTORY     - Date     Condition        Report By
 AJ1096  HISTORY     - 1981     MONUMENTED       NGS
 AJ1096  HISTORY     - 1982     GOOD             NGS
 AJ1096  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AJ1096
 AJ1096                          STATION DESCRIPTION
 AJ1096
 AJ1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1096'IN LAREDO.
 AJ1096'IN LAREDO, AT THE LAREDO PUBLIC LIBRARY, BRUNI PLAZA, NEAR THE
 AJ1096'JUNCTION OF WASHINGTON STREET AND SAN AGUSTIN AVENUE, AT THE SOUTH
 AJ1096'SIDE OF THE MAIN ENTRANCE TO THE LIBRARY, 41.5 KM (136.0 FT) NORTH OF
 AJ1096'CENTER OF WASHINGTON STREET, 29.9 METERS (98.0 FT) EAST OF CENTERLINE
 AJ1096'OF SAN AGUSTIN AVENUE, 2.0 METERS (6.7 FT) WEST OF A FLAGPOLE,
 AJ1096'11.6 METERS (38.0 FT) SOUTHEAST OF SOUTHWEST CORNER OF BRICK LIBRARY
 AJ1096'BUILDING, 10.4 METERS (34.2 FT) SOUTHWEST OF CENTER OF AN ENTRANCE
 AJ1096'WAY, 6.7 METERS (22.0 FT) SOUTH OF SOUTH FACE OF LIBRARY BUILDING,
 AJ1096'11.4 METERS (37.3 FT) NORTH OF A SIDEWALK STREET LIGHT, 19.5 METERS
 AJ1096'(64.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF A NINE SIDED WATER
 AJ1096'FOUNTAIN, 7.8 METERS (25.5 FT) WEST OF WEST EDGE OF ENTRANCE SIDEWALK,
 AJ1096'NOTE, ROD ANCHORED IN HARD ROCK.
 AJ1096'THE MARK IS ABOVE LEVEL WITH STREET.
 AJ1096
 AJ1096                          STATION RECOVERY (1982)
 AJ1096
 AJ1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ1096'RECOVERED IN GOOD CONDITION.
 AJ1096
 AJ1096                          STATION RECOVERY (2002)
 AJ1096
 AJ1096'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1084 ***********************************************************************
 AJ1084  DESIGNATION -  B 1405
 AJ1084  PID         -  AJ1084
 AJ1084  STATE/COUNTY-  TX/WEBB
 AJ1084  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ1084
 AJ1084                         *CURRENT SURVEY CONTROL
 AJ1084  ___________________________________________________________________
 AJ1084* NAD 83(1986)-  27 21 34.     (N)    099 27 30.     (W)     SCALED    
 AJ1084* NAVD 88     -       149.479  (meters)     490.42   (feet)  ADJUSTED  
 AJ1084  ___________________________________________________________________
 AJ1084  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AJ1084  DYNAMIC HT  -         149.241 (meters)     489.63  (feet)  COMP
 AJ1084  MODELED GRAV-     979,055.0   (mgal)                       NAVD 88
 AJ1084
 AJ1084  VERT ORDER  -  FIRST     CLASS II
 AJ1084
 AJ1084.The horizontal coordinates were scaled from a topographic map and have
 AJ1084.an estimated accuracy of +/- 6 seconds.
 AJ1084
 AJ1084.The orthometric height was determined by differential leveling
 AJ1084.and adjusted by the National Geodetic Survey in June 1991..
 AJ1084
 AJ1084.The geoid height was determined by GEOID03.
 AJ1084
 AJ1084.The dynamic height is computed by dividing the NAVD 88
 AJ1084.geopotential number by the normal gravity value computed on the
 AJ1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1084.degrees latitude (g = 980.6199 gals.).
 AJ1084
 AJ1084.The modeled gravity was interpolated from observed gravity values.
 AJ1084
 AJ1084;                    North         East    Units  Estimated Accuracy
 AJ1084;SPC TX S     - 5,187,910.      205,190.      MT  (+/- 180 meters Scaled)
 AJ1084
 AJ1084                          SUPERSEDED SURVEY CONTROL
 AJ1084
 AJ1084.No superseded survey control is available for this station.
 AJ1084
 AJ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR546263(NAD 83)
 AJ1084_MARKER: I = METAL ROD
 AJ1084_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1084+WITH SETTING: INFORMATION.
 AJ1084_SP_SET: SHALLOW SET METAL ROD
 AJ1084_STAMPING: B 1405 1981
 AJ1084_MARK LOGO: NGS   
 AJ1084_PROJECTION: FLUSH
 AJ1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1084_ROD/PIPE-DEPTH: 2.4  meters
 AJ1084
 AJ1084  HISTORY     - Date     Condition        Report By
 AJ1084  HISTORY     - 1981     MONUMENTED       NGS
 AJ1084  HISTORY     - 1988     GOOD             USPSQD
 AJ1084
 AJ1084                          STATION DESCRIPTION
 AJ1084
 AJ1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1084'17.3 KM (10.75 MI) SOUT FROM LAREDO.
 AJ1084'17.3 KM (10.75 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE TEXAS MEXICO
 AJ1084'RAILROAD BRIDGE CROSSING OVER HIGHWAY 83, IN LAREDO AT AN ASPHALT ROAD
 AJ1084'LEADING WEST THROUGH AN IRON GATE, (CONSOLIDATED OIL AND GAS COMPANY),
 AJ1084'21.2 METERS (69.5 FT) WEST OF CENTERLINE OF HIGHWAY, 10.4 METERS
 AJ1084'(34.0 FT) SOUTH OF PRIVATE ASPHALT ENTRANCE DRIVE TO ESPEJ FARM,
 AJ1084'0.24 METERS (0.8 FT) SOUTH OF A FENCE LINE, 1.8 METERS (6.0 FT) NORTH
 AJ1084'NORTHWEST OF A POWERLINE POLE NUMBER 3230, 2.3 METERS (7.6 FT) NORTH
 AJ1084'OF TELEPHONE JUNCTION BOX, 13.1 METERS (43.0 FT) SOUTHEAST OF CENTER
 AJ1084'OF AN IRON GATE, NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED IN HARD
 AJ1084'ROCK.
 AJ1084'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 AJ1084'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AJ1084
 AJ1084                          STATION RECOVERY (1988)
 AJ1084
 AJ1084'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1185 ***********************************************************************
 AB1185  DESIGNATION -  B 1406
 AB1185  PID         -  AB1185
 AB1185  STATE/COUNTY-  TX/CAMERON
 AB1185  USGS QUAD   -  HARLINGEN (1983)
 AB1185
 AB1185                         *CURRENT SURVEY CONTROL
 AB1185  ___________________________________________________________________
 AB1185* NAD 83(1986)-  26 08 51.     (N)    097 38 24.     (W)     SCALED    
 AB1185* NAVD 88     -        11.511  (meters)      37.77   (feet)  ADJUSTED  
 AB1185  ___________________________________________________________________
 AB1185  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 AB1185  DYNAMIC HT  -          11.492 (meters)      37.70  (feet)  COMP
 AB1185  MODELED GRAV-     979,034.4   (mgal)                       NAVD 88
 AB1185
 AB1185  VERT ORDER  -  FIRST     CLASS II
 AB1185
 AB1185.The horizontal coordinates were scaled from a topographic map and have
 AB1185.an estimated accuracy of +/- 6 seconds.
 AB1185
 AB1185.The orthometric height was determined by differential leveling
 AB1185.and adjusted by the National Geodetic Survey in June 1991..
 AB1185
 AB1185.The geoid height was determined by GEOID03.
 AB1185
 AB1185.The dynamic height is computed by dividing the NAVD 88
 AB1185.geopotential number by the normal gravity value computed on the
 AB1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1185.degrees latitude (g = 980.6199 gals.).
 AB1185
 AB1185.The modeled gravity was interpolated from observed gravity values.
 AB1185
 AB1185;                    North         East    Units  Estimated Accuracy
 AB1185;SPC TX S     - 5,053,570.      385,990.      MT  (+/- 180 meters Scaled)
 AB1185
 AB1185                          SUPERSEDED SURVEY CONTROL
 AB1185
 AB1185.No superseded survey control is available for this station.
 AB1185
 AB1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP359927(NAD 83)
 AB1185_MARKER: I = METAL ROD
 AB1185_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1185_SP_SET: STAINLESS STEEL ROD
 AB1185_STAMPING: B 1406 1981
 AB1185_MARK LOGO: NGS   
 AB1185_PROJECTION: FLUSH
 AB1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1185+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2004
 AB1185_ROD/PIPE-DEPTH: 6.0  meters
 AB1185
 AB1185  HISTORY     - Date     Condition        Report By
 AB1185  HISTORY     - 1981     MONUMENTED       NGS
 AB1185  HISTORY     - 19910313 GOOD             USPSQD
 AB1185  HISTORY     - 19950213 GOOD             USPSQD
 AB1185  HISTORY     - 20040213 GOOD             GEOCAC
 AB1185
 AB1185                          STATION DESCRIPTION
 AB1185
 AB1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1185'1.8 KM (1.1 MI) NW FROM SAN BENITO.
 AB1185'1.8 KM (1.1 MI) NORTHWEST ALONG BUSINESS HIGHWAY 77 FROM THE JUNCTION
 AB1185'OF SAM HOUSTON BOULEVARD IN SAN BENITO, AT THE NORTHEAST CORNER OF THE
 AB1185'CITY SEWAGE DISPOSAL PLANT AND PROPERTY, 13.7 METERS (45.0 FT)
 AB1185'SOUTHWEST OF THE CENTER OF WEST STENGER STREET LEADING SOUTHWEST,
 AB1185'0.9 METER (3.0 FT) EAST OF A 2.4 METERS (8.0 FT) CHAIN LINK SECURITY
 AB1185'CORNER FENCE POST, 4.2 METERS (14.0 FT) NORTH NORTHWEST OF A DOUBLE
 AB1185'GATE IN THE NORTH-SOUTH FENCE LINE, AND 0.46 METERS (1.5 FT) EAST OF
 AB1185'THE FENCE. NOTE, ROD WAS DRIVEN TO REFUSAL AT THIS DEPTH.
 AB1185'THE MARK IS 0.46 METERS  NNW FROM A WITNESS POST.
 AB1185'THE MARK IS 0.46 M ABOVE STREET.
 AB1185
 AB1185                          STATION RECOVERY (1991)
 AB1185
 AB1185'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1185'RECOVERED IN GOOD CONDITION.
 AB1185
 AB1185                          STATION RECOVERY (1995)
 AB1185
 AB1185'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB1185'RECOVERED IN GOOD CONDITION.
 AB1185
 AB1185                          STATION RECOVERY (2004)
 AB1185
 AB1185'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1185'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1257 ***********************************************************************
 AB1257  DESIGNATION -  B 1407
 AB1257  PID         -  AB1257
 AB1257  STATE/COUNTY-  TX/KENEDY
 AB1257  USGS QUAD   -  ARMSTRONG (1982)
 AB1257
 AB1257                         *CURRENT SURVEY CONTROL
 AB1257  ___________________________________________________________________
 AB1257* NAD 83(1986)-  26 58 41.     (N)    097 47 46.     (W)     SCALED    
 AB1257* NAVD 88     -        10.447  (meters)      34.27   (feet)  ADJUSTED  
 AB1257  ___________________________________________________________________
 AB1257  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AB1257  DYNAMIC HT  -          10.431 (meters)      34.22  (feet)  COMP
 AB1257  MODELED GRAV-     979,078.8   (mgal)                       NAVD 88
 AB1257
 AB1257  VERT ORDER  -  FIRST     CLASS II
 AB1257
 AB1257.The horizontal coordinates were scaled from a topographic map and have
 AB1257.an estimated accuracy of +/- 6 seconds.
 AB1257
 AB1257.The orthometric height was determined by differential leveling
 AB1257.and adjusted by the National Geodetic Survey in June 1991..
 AB1257
 AB1257.The geoid height was determined by GEOID03.
 AB1257
 AB1257.The dynamic height is computed by dividing the NAVD 88
 AB1257.geopotential number by the normal gravity value computed on the
 AB1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1257.degrees latitude (g = 980.6199 gals.).
 AB1257
 AB1257.The modeled gravity was interpolated from observed gravity values.
 AB1257
 AB1257;                    North         East    Units  Estimated Accuracy
 AB1257;SPC TX S     - 5,145,490.      369,870.      MT  (+/- 180 meters Scaled)
 AB1257
 AB1257                          SUPERSEDED SURVEY CONTROL
 AB1257
 AB1257.No superseded survey control is available for this station.
 AB1257
 AB1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ194845(NAD 83)
 AB1257_MARKER: I = METAL ROD
 AB1257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1257_SP_SET: STAINLESS STEEL ROD
 AB1257_STAMPING: B 1407 1981
 AB1257_MARK LOGO: NGS   
 AB1257_PROJECTION: RECESSED 12 CENTIMETERS
 AB1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1257+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1257_ROD/PIPE-DEPTH: 9.7  meters
 AB1257
 AB1257  HISTORY     - Date     Condition        Report By
 AB1257  HISTORY     - 1981     MONUMENTED       NGS
 AB1257  HISTORY     - 20040204 GOOD             USPSQD
 AB1257
 AB1257                          STATION DESCRIPTION
 AB1257
 AB1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1257'27.7 KM (17.25 MI) SOUT FROM SARITA.
 AB1257'27.7 KM (17.25 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM A PAVED ROAD
 AB1257'LEADING WEST TO THE SARITA POST OFFICE, AT THE NORTHEAST END OF A
 AB1257'FENCE LINE LEADING SOUTHWEST OVER A SMALL RIDGE AND THE JUNCTION OF
 AB1257'THE WEST RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, 0.5 KM
 AB1257'(0.3 MI) SOUTH OF RAILROAD MILEPOST 81, 0.2 KM (0.15 MI) NORTH OF A
 AB1257'THREE-METER TALL TELEPHONE POLE NUMBER 288 WITH A WARNING SIGN
 AB1257'ATTACHED, 14.4 METERS (47.5 FT) WEST OF THE WEST RAIL, 0.46 METERS
 AB1257'1.5 FT) NORTHEAST OF THE END FENCE POST OF THE FENCE LINE, 0.15 METERS
 AB1257'(0.5 FT) EAST OF THE FENCE LINE.
 AB1257'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 AB1257'THE MARK IS 0.3 M ABOVE THE RAILROAD TRACKS.
 AB1257
 AB1257                          STATION RECOVERY (2004)
 AB1257
 AB1257'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1283 ***********************************************************************
 AB1283  DESIGNATION -  B 1408
 AB1283  PID         -  AB1283
 AB1283  STATE/COUNTY-  TX/WILLACY
 AB1283  USGS QUAD   -  YTURRIA (1982)
 AB1283
 AB1283                         *CURRENT SURVEY CONTROL
 AB1283  ___________________________________________________________________
 AB1283* NAD 83(1986)-  26 31 30.     (N)    097 46 37.     (W)     SCALED    
 AB1283* NAVD 88     -        10.468  (meters)      34.34   (feet)  ADJUSTED  
 AB1283  ___________________________________________________________________
 AB1283  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AB1283  DYNAMIC HT  -          10.451 (meters)      34.29  (feet)  COMP
 AB1283  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AB1283
 AB1283  VERT ORDER  -  FIRST     CLASS II
 AB1283
 AB1283.The horizontal coordinates were scaled from a topographic map and have
 AB1283.an estimated accuracy of +/- 6 seconds.
 AB1283
 AB1283.The orthometric height was determined by differential leveling
 AB1283.and adjusted by the National Geodetic Survey in June 1991..
 AB1283
 AB1283.The geoid height was determined by GEOID03.
 AB1283
 AB1283.The dynamic height is computed by dividing the NAVD 88
 AB1283.geopotential number by the normal gravity value computed on the
 AB1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1283.degrees latitude (g = 980.6199 gals.).
 AB1283
 AB1283.The modeled gravity was interpolated from observed gravity values.
 AB1283
 AB1283;                    North         East    Units  Estimated Accuracy
 AB1283;SPC TX S     - 5,095,300.      372,060.      MT  (+/- 180 meters Scaled)
 AB1283
 AB1283                          SUPERSEDED SURVEY CONTROL
 AB1283
 AB1283.No superseded survey control is available for this station.
 AB1283
 AB1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ218344(NAD 83)
 AB1283_MARKER: I = METAL ROD
 AB1283_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1283_SP_SET: STAINLESS STEEL ROD
 AB1283_STAMPING: B 1408 1981
 AB1283_MARK LOGO: NGS   
 AB1283_PROJECTION: FLUSH
 AB1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1283+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1283_ROD/PIPE-DEPTH: 7.9  meters
 AB1283
 AB1283  HISTORY     - Date     Condition        Report By
 AB1283  HISTORY     - 1981     MONUMENTED       NGS
 AB1283  HISTORY     - 20040204 GOOD             USPSQD
 AB1283
 AB1283                          STATION DESCRIPTION
 AB1283
 AB1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1283'4.8 KM (3.0 MI) NORTH FROM RAYMONDVILLE.
 AB1283'4.8 KM (3.0 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1283'OF STATE HIGHWAY 186 IN RAYMONDVILLE AT A TELEPHONE POLE ON THE WEST
 AB1283'SIDE OF THE HIGHWAY, 0.2 KM (0.1 MI) SOUTH OF A CROSSROAD, ABOUT
 AB1283'91.4 METERS (300.0 FT) SOUTHWEST OF A TEXACO STATION AND COFFEE STOP.
 AB1283'15.4 METERS (51.0 FT) WEST OF THE CENTER OF AN ASPHALT MEDIAN IN THE
 AB1283'HIGHWAY, 1.3 METER (3.5 FT) SOUTH OF THE TELEPHONE POLE AND JUNCTION
 AB1283'BOX ON THE EAST SIDE OF POLE, AND 14.9 METERS (49.0 FT) EAST OF THE
 AB1283'EAST RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS.  NOTE, ROD WAS
 AB1283'DRIVEN TO REFUSAL AT THIS DEPTH.
 AB1283'THE MARK IS 0.15 METERS  N FROM A WITNESS POST.
 AB1283'THE MARK IS 0.46 M BELOW HIGHWAY 77.
 AB1283
 AB1283                          STATION RECOVERY (2004)
 AB1283
 AB1283'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1320 ***********************************************************************
 AE1320  DESIGNATION -  B 1409
 AE1320  PID         -  AE1320
 AE1320  STATE/COUNTY-  TX/ZAPATA
 AE1320  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1320
 AE1320                         *CURRENT SURVEY CONTROL
 AE1320  ___________________________________________________________________
 AE1320* NAD 83(1986)-  26 48 04.     (N)    099 08 21.     (W)     SCALED    
 AE1320* NAVD 88     -       131.201  (meters)     430.45   (feet)  ADJUSTED  
 AE1320  ___________________________________________________________________
 AE1320  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AE1320  DYNAMIC HT  -         130.988 (meters)     429.75  (feet)  COMP
 AE1320  MODELED GRAV-     979,028.5   (mgal)                       NAVD 88
 AE1320
 AE1320  VERT ORDER  -  FIRST     CLASS II
 AE1320
 AE1320.The horizontal coordinates were scaled from a topographic map and have
 AE1320.an estimated accuracy of +/- 6 seconds.
 AE1320
 AE1320.The orthometric height was determined by differential leveling
 AE1320.and adjusted by the National Geodetic Survey in June 1991..
 AE1320
 AE1320.The geoid height was determined by GEOID03.
 AE1320
 AE1320.The dynamic height is computed by dividing the NAVD 88
 AE1320.geopotential number by the normal gravity value computed on the
 AE1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1320.degrees latitude (g = 980.6199 gals.).
 AE1320
 AE1320.The modeled gravity was interpolated from observed gravity values.
 AE1320
 AE1320;                    North         East    Units  Estimated Accuracy
 AE1320;SPC TX S     - 5,125,850.      236,460.      MT  (+/- 180 meters Scaled)
 AE1320
 AE1320                          SUPERSEDED SURVEY CONTROL
 AE1320
 AE1320.No superseded survey control is available for this station.
 AE1320
 AE1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ861644(NAD 83)
 AE1320_MARKER: I = METAL ROD
 AE1320_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE1320+WITH SETTING: INFORMATION.
 AE1320_SP_SET: SHALLOW SET METAL ROD
 AE1320_STAMPING: B 1409 1981
 AE1320_MARK LOGO: NGS   
 AE1320_PROJECTION: FLUSH
 AE1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1320_ROD/PIPE-DEPTH: 1.83 meters
 AE1320
 AE1320  HISTORY     - Date     Condition        Report By
 AE1320  HISTORY     - 1981     MONUMENTED       NGS
 AE1320  HISTORY     - 1988     GOOD             USPSQD
 AE1320
 AE1320                          STATION DESCRIPTION
 AE1320
 AE1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1320'10.5 KM (6.5 MI) NNW FROM LOPENO.
 AE1320'10.5 KM (6.5 MI) NORTH NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST
 AE1320'OFFICE IN LOPENO, AT THE CREST OF HIGHEST HILL IN AREA, ONE POWERLINE
 AE1320'POLE SOUTHEAST OF A POWERLINE POLE SUPPLYING POWER TO A WELL,
 AE1320'20.7 METERS (68.0 FT) NORTHEAST OF CENTER, 43.0 METERS (141.0 FT)
 AE1320'NORTHEAST AND ACROSS HIGHWAY OF AN UNDERGROUND TELEPHONE CABLE WARNING
 AE1320'POST NUMBER 107, 0.7 METER (2.3 FT) SOUTHEAST OF A POWERLINE POLE, AND
 AE1320'0.31 METERS (1.0 FT) SOUTHWEST OF A FENCE LINE.  NOTE, ROD DRIVEN TO
 AE1320'REFUSAL AND ANCHORED.
 AE1320'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 AE1320'THE MARK IS 1.0 M ABOVE HIGHWAY.
 AE1320
 AE1320                          STATION RECOVERY (1988)
 AE1320
 AE1320'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AE1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0277 ***********************************************************************
 EN0277  DESIGNATION -  B 141
 EN0277  PID         -  EN0277
 EN0277  STATE/COUNTY-  TX/FLOYD
 EN0277  USGS QUAD   -  SOUTH PLAINS (1966)
 EN0277
 EN0277                         *CURRENT SURVEY CONTROL
 EN0277  ___________________________________________________________________
 EN0277* NAD 83(1986)-  34 13 04.     (N)    101 20 40.     (W)     SCALED    
 EN0277* NAVD 88     -       986.953  (meters)    3238.03   (feet)  ADJUSTED  
 EN0277  ___________________________________________________________________
 EN0277  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EN0277  DYNAMIC HT  -         985.695 (meters)    3233.90  (feet)  COMP
 EN0277  MODELED GRAV-     979,327.3   (mgal)                       NAVD 88
 EN0277
 EN0277  VERT ORDER  -  FIRST     CLASS II
 EN0277
 EN0277.The horizontal coordinates were scaled from a topographic map and have
 EN0277.an estimated accuracy of +/- 6 seconds.
 EN0277
 EN0277.The orthometric height was determined by differential leveling
 EN0277.and adjusted by the National Geodetic Survey in June 1991..
 EN0277
 EN0277.The geoid height was determined by GEOID03.
 EN0277
 EN0277.The dynamic height is computed by dividing the NAVD 88
 EN0277.geopotential number by the normal gravity value computed on the
 EN0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0277.degrees latitude (g = 980.6199 gals.).
 EN0277
 EN0277.The modeled gravity was interpolated from observed gravity values.
 EN0277
 EN0277;                    North         East    Units  Estimated Accuracy
 EN0277;SPC TXNC     - 2,286,460.      337,900.      MT  (+/- 180 meters Scaled)
 EN0277
 EN0277                          SUPERSEDED SURVEY CONTROL
 EN0277
 EN0277  NGVD 29 (??/??/92)  986.569  (m)         3236.77   (f) ADJ UNCH    1 2
 EN0277
 EN0277.Superseded values are not recommended for survey control.
 EN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0277.See file dsdata.txt to determine how the superseded data were derived.
 EN0277
 EN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC840887(NAD 83)
 EN0277_MARKER: DB = BENCH MARK DISK
 EN0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0277_STAMPING: 3236.768 B 141 1933
 EN0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0277+STABILITY: SURFACE MOTION
 EN0277
 EN0277  HISTORY     - Date     Condition        Report By
 EN0277  HISTORY     - 1933     MONUMENTED       CGS
 EN0277  HISTORY     - 1962     MARK NOT FOUND   NGS
 EN0277
 EN0277                          STATION DESCRIPTION
 EN0277
 EN0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EN0277'2.0 MI W FROM SOUTH PLAINS.
 EN0277'2.0 MILES WEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM SOUTH
 EN0277'PLAINS, FLOYD COUNTY, AT STATION 3511+72 (MILEAGE 303.64), ABOUT 2-1/2
 EN0277'RAILS EAST OF A PUBLIC-ROAD CROSSING, ABOUT 45 FEET SOUTH OF THE
 EN0277'TRACK, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 EN0277'STAMPED 3236.768 B 141 1933 AND SET IN THE TOP OF A CONCRETE POST
 EN0277'PROJECTING ABOUT 2 INCHES ABOVE GROUND.  NOTE-- THE MARK IS 1 FOOT
 EN0277'NORTH OF THE RIGHT OF WAY FENCE AND IS FLUSH WITH THE SURFACE OF THE
 EN0277'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0614 ***********************************************************************
 CC0614  DESIGNATION -  B 1410
 CC0614  PID         -  CC0614
 CC0614  STATE/COUNTY-  TX/WARD
 CC0614  USGS QUAD   -  MONAHANS (1981)
 CC0614
 CC0614                         *CURRENT SURVEY CONTROL
 CC0614  ___________________________________________________________________
 CC0614* NAD 83(1986)-  31 30 04.     (N)    102 53 32.     (W)     SCALED    
 CC0614* NAVD 88     -       782.391  (meters)    2566.89   (feet)  ADJUSTED  
 CC0614  ___________________________________________________________________
 CC0614  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CC0614  DYNAMIC HT  -         781.299 (meters)    2563.31  (feet)  COMP
 CC0614  MODELED GRAV-     979,217.7   (mgal)                       NAVD 88
 CC0614
 CC0614  VERT ORDER  -  FIRST     CLASS II
 CC0614
 CC0614.The horizontal coordinates were scaled from a topographic map and have
 CC0614.an estimated accuracy of +/- 6 seconds.
 CC0614
 CC0614.The orthometric height was determined by differential leveling
 CC0614.and adjusted by the National Geodetic Survey in June 1991..
 CC0614
 CC0614.The geoid height was determined by GEOID03.
 CC0614
 CC0614.The dynamic height is computed by dividing the NAVD 88
 CC0614.geopotential number by the normal gravity value computed on the
 CC0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0614.degrees latitude (g = 980.6199 gals.).
 CC0614
 CC0614.The modeled gravity was interpolated from observed gravity values.
 CC0614
 CC0614;                    North         East    Units  Estimated Accuracy
 CC0614;SPC TX C     - 3,206,160.      456,940.      MT  (+/- 180 meters Scaled)
 CC0614
 CC0614                          SUPERSEDED SURVEY CONTROL
 CC0614
 CC0614.No superseded survey control is available for this station.
 CC0614
 CC0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ001870(NAD 83)
 CC0614_MARKER: I = METAL ROD
 CC0614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0614_SP_SET: STAINLESS STEEL ROD
 CC0614_STAMPING: B 1410 1981
 CC0614_MARK LOGO: NGS   
 CC0614_PROJECTION: FLUSH
 CC0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0614_ROD/PIPE-DEPTH: 3.4  meters
 CC0614
 CC0614  HISTORY     - Date     Condition        Report By
 CC0614  HISTORY     - 1981     MONUMENTED       NGS
 CC0614
 CC0614                          STATION DESCRIPTION
 CC0614
 CC0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0614'8.1 KM (5.05 MI) SOUTH FROM MONAHANS.
 CC0614'8.1 KM (5.05 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0614'WITH INTERSTATE HIGHWAY 20 IN MONAHANS, AT A POWERLINE CROSSING,
 CC0614'36.9 METERS (121.0 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING
 CC0614'SOUTHWEST, 17.3 METERS (56.7 FT) WEST OF THE CENTERLINE OF THE
 CC0614'SOUTH BOUND LANES OF THE HIGHWAY AND 1.7 METERS (5.6 FT) NORTH OF
 CC0614'A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0614'LOGO CAP.
 CC0614'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CC0614'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0654 ***********************************************************************
 BP0654  DESIGNATION -  B 1412
 BP0654  PID         -  BP0654
 BP0654  STATE/COUNTY-  TX/TERRELL
 BP0654  USGS QUAD   -  SANDERSON SE (1969)
 BP0654
 BP0654                         *CURRENT SURVEY CONTROL
 BP0654  ___________________________________________________________________
 BP0654* NAD 83(1986)-  30 04 17.     (N)    102 20 12.     (W)     SCALED    
 BP0654* NAVD 88     -       804.432  (meters)    2639.21   (feet)  ADJUSTED  
 BP0654  ___________________________________________________________________
 BP0654  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 BP0654  DYNAMIC HT  -         803.210 (meters)    2635.20  (feet)  COMP
 BP0654  MODELED GRAV-     979,096.9   (mgal)                       NAVD 88
 BP0654
 BP0654  VERT ORDER  -  FIRST     CLASS II
 BP0654
 BP0654.The horizontal coordinates were scaled from a topographic map and have
 BP0654.an estimated accuracy of +/- 6 seconds.
 BP0654
 BP0654.The orthometric height was determined by differential leveling
 BP0654.and adjusted by the National Geodetic Survey in June 1991..
 BP0654
 BP0654.The geoid height was determined by GEOID03.
 BP0654
 BP0654.The dynamic height is computed by dividing the NAVD 88
 BP0654.geopotential number by the normal gravity value computed on the
 BP0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0654.degrees latitude (g = 980.6199 gals.).
 BP0654
 BP0654.The modeled gravity was interpolated from observed gravity values.
 BP0654
 BP0654;                    North         East    Units  Estimated Accuracy
 BP0654;SPC TXSC     - 4,252,630.      278,350.      MT  (+/- 180 meters Scaled)
 BP0654
 BP0654                          SUPERSEDED SURVEY CONTROL
 BP0654
 BP0654.No superseded survey control is available for this station.
 BP0654
 BP0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP567296(NAD 83)
 BP0654_MARKER: DB = BENCH MARK DISK
 BP0654_SETTING: 66 = SET IN ROCK OUTCROP
 BP0654_SP_SET: ROCK OUTCROP
 BP0654_STAMPING: B 1412 1981
 BP0654_MARK LOGO: NGS   
 BP0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0654+STABILITY: POSITION/ELEVATION WELL
 BP0654
 BP0654  HISTORY     - Date     Condition        Report By
 BP0654  HISTORY     - 1981     MONUMENTED       NGS
 BP0654
 BP0654                          STATION DESCRIPTION
 BP0654
 BP0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0654'11.5 KM (7.15 MI) SE FROM SANDERSON.
 BP0654'0.1 KM (0.05 MI) NORTH ALONG PERSIMMON AVENUE FROM THE SOUTHERN
 BP0654'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 11.4 KM (7.1 MI)
 BP0654'SOUTHEAST ALONG U.S. HIGHWAY 90, 0.9 KM (0.55 MI) SOUTHEAST  OF A
 BP0654'GRAVELED ROAD LEADING SOUTH, IN A 10 BY 50 FT EXPOSED AREA OF
 BP0654'OUTCROPPING BEDROCK, 28.3 METERS (92.8 FT) SOUTH-SOUTHEAST OF THE
 BP0654'CENTERLINE OF THE HIGHWAY AND 4.8 METERS (15.7 FT) SOUTHEAST OF A
 BP0654'FENCE.
 BP0654'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 BP0654'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2262 ***********************************************************************
 BK2262  DESIGNATION -  B 1413
 BK2262  PID         -  BK2262
 BK2262  STATE/COUNTY-  TX/ORANGE
 BK2262  USGS QUAD   -  ORANGE (1996)
 BK2262
 BK2262                         *CURRENT SURVEY CONTROL
 BK2262  ___________________________________________________________________
 BK2262* NAD 83(1986)-  30 05 39.     (N)    093 44 22.     (W)     SCALED    
 BK2262* NAVD 88     -         2.344  (meters)       7.69   (feet)  ADJUSTED  
 BK2262  ___________________________________________________________________
 BK2262  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2262  DYNAMIC HT  -           2.341 (meters)       7.68  (feet)  COMP
 BK2262  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 BK2262
 BK2262  VERT ORDER  -  FIRST     CLASS II
 BK2262
 BK2262.The horizontal coordinates were scaled from a topographic map and have
 BK2262.an estimated accuracy of +/- 6 seconds.
 BK2262
 BK2262.The orthometric height was determined by differential leveling
 BK2262.and adjusted by the National Geodetic Survey in June 1991..
 BK2262
 BK2262.The geoid height was determined by GEOID03.
 BK2262
 BK2262.The dynamic height is computed by dividing the NAVD 88
 BK2262.geopotential number by the normal gravity value computed on the
 BK2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2262.degrees latitude (g = 980.6199 gals.).
 BK2262
 BK2262.The modeled gravity was interpolated from observed gravity values.
 BK2262
 BK2262;                    North         East    Units  Estimated Accuracy
 BK2262;SPC TX C     - 3,066,230.    1,335,250.      MT  (+/- 180 meters Scaled)
 BK2262
 BK2262                          SUPERSEDED SURVEY CONTROL
 BK2262
 BK2262  NGVD 29 (??/??/??)    2.292  (m)            7.52   (f) ADJUSTED    1 2
 BK2262
 BK2262.Superseded values are not recommended for survey control.
 BK2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2262.See file dsdata.txt to determine how the superseded data were derived.
 BK2262
 BK2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP287294(NAD 83)
 BK2262_MARKER: I = METAL ROD
 BK2262_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2262_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK2262_STAMPING: B 1413 1981
 BK2262_MARK LOGO: NGS   
 BK2262_PROJECTION: FLUSH
 BK2262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2262+STABILITY: POSITION/ELEVATION WELL
 BK2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK2262+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 BK2262_ROD/PIPE-DEPTH: 20.7 meters
 BK2262_SLEEVE-DEPTH  : 9.1 meters
 BK2262
 BK2262  HISTORY     - Date     Condition        Report By
 BK2262  HISTORY     - 1981     MONUMENTED       NGS
 BK2262  HISTORY     - 1986     GOOD             NGS
 BK2262  HISTORY     - 1988     GOOD             USPSQD
 BK2262  HISTORY     - 1988     GOOD             USPSQD
 BK2262  HISTORY     - 1988     GOOD             USPSQD
 BK2262  HISTORY     - 1989     GOOD             USPSQD
 BK2262  HISTORY     - 1989     GOOD             USPSQD
 BK2262  HISTORY     - 19960427 GOOD             USPSQD
 BK2262  HISTORY     - 20010331 GOOD             USPSQD
 BK2262  HISTORY     - 20040317 GOOD             USPSQD
 BK2262  HISTORY     - 20050402 GOOD             USPSQD
 BK2262
 BK2262                          STATION DESCRIPTION
 BK2262
 BK2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2262'IN ORANGE.
 BK2262'IN ORANGE, ALONG WEST ELM AVENUE, ON THE PROPERTY OF THE CHURCH OF
 BK2262'CHRIST, 30.79 METERS (101.0 FEET) EAST OF THE EAST CURB OF NORTH 10TH
 BK2262'STREET, 7.47 METERS (24.5 FEET) NORTH OF THE CENTER OF WEST ELM
 BK2262'AVENUE, 3.36 METERS (11.0 FEET) SOUTH-SOUTHEAST OF THE SOUTHWEST
 BK2262'CORNER OF THE CHURCH, 0.49 METER (1.6 FEET) NORTH OF THE NORTH EDGE OF
 BK2262'THE PARKING AREA IN FRONT OF THE CHURCH.
 BK2262'THE MARK IS ABOVE LEVEL WITH AVENUE.
 BK2262
 BK2262                          STATION RECOVERY (1986)
 BK2262
 BK2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2262'RECOVERED IN GOOD CONDITION EXCEPT ADD ACCESS TO DATUM POINT IS HAD
 BK2262'THROUGH A 5-INCH LOGO CAP.
 BK2262
 BK2262                          STATION RECOVERY (1988)
 BK2262
 BK2262'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BK2262'RECOVERED IN GOOD CONDITION.
 BK2262
 BK2262                          STATION RECOVERY (1988)
 BK2262
 BK2262'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK2262'RECOVERED IN GOOD CONDITION.
 BK2262
 BK2262                          STATION RECOVERY (1988)
 BK2262
 BK2262'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEF)
 BK2262'RECOVERED IN GOOD CONDITION.
 BK2262
 BK2262                          STATION RECOVERY (1989)
 BK2262
 BK2262'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK2262'RECOVERED IN GOOD CONDITION.
 BK2262
 BK2262                          STATION RECOVERY (1989)
 BK2262
 BK2262'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BK2262'RECOVERED IN GOOD CONDITION.
 BK2262
 BK2262                          STATION RECOVERY (1996)
 BK2262
 BK2262'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2262'RECOVERED IN GOOD CONDITION.
 BK2262
 BK2262                          STATION RECOVERY (2001)
 BK2262
 BK2262'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK2262'RECOVERED IN GOOD CONDITION.
 BK2262
 BK2262                          STATION RECOVERY (2004)
 BK2262
 BK2262'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCJ)
 BK2262'RECOVERED IN GOOD CONDITION.
 BK2262
 BK2262                          STATION RECOVERY (2005)
 BK2262
 BK2262'RECOVERY NOTE BY US POWER SQUADRON 2005 (MCK)
 BK2262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0611 ***********************************************************************
 BP0611  DESIGNATION -  B 1414
 BP0611  PID         -  BP0611
 BP0611  STATE/COUNTY-  TX/PECOS
 BP0611  USGS QUAD   -  ROCK HOUSE DRAW NW (1980)
 BP0611
 BP0611                         *CURRENT SURVEY CONTROL
 BP0611  ___________________________________________________________________
 BP0611* NAD 83(1986)-  30 39 08.     (N)    102 40 33.     (W)     SCALED    
 BP0611* NAVD 88     -      1059.669  (meters)    3476.60   (feet)  ADJUSTED  
 BP0611  ___________________________________________________________________
 BP0611  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 BP0611  DYNAMIC HT  -        1058.013 (meters)    3471.16  (feet)  COMP
 BP0611  MODELED GRAV-     979,042.4   (mgal)                       NAVD 88
 BP0611
 BP0611  VERT ORDER  -  FIRST     CLASS II
 BP0611
 BP0611.The horizontal coordinates were scaled from a topographic map and have
 BP0611.an estimated accuracy of +/- 6 seconds.
 BP0611
 BP0611.The orthometric height was determined by differential leveling
 BP0611.and adjusted by the National Geodetic Survey in June 1991..
 BP0611
 BP0611.The geoid height was determined by GEOID03.
 BP0611
 BP0611.The dynamic height is computed by dividing the NAVD 88
 BP0611.geopotential number by the normal gravity value computed on the
 BP0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0611.degrees latitude (g = 980.6199 gals.).
 BP0611
 BP0611.The modeled gravity was interpolated from observed gravity values.
 BP0611
 BP0611;                    North         East    Units  Estimated Accuracy
 BP0611;SPC TX C     - 3,111,620.      475,510.      MT  (+/- 180 meters Scaled)
 BP0611
 BP0611                          SUPERSEDED SURVEY CONTROL
 BP0611
 BP0611.No superseded survey control is available for this station.
 BP0611
 BP0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP227933(NAD 83)
 BP0611_MARKER: I = METAL ROD
 BP0611_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0611+WITH SETTING: INFORMATION.
 BP0611_SP_SET: SHALLOW SET METAL ROD
 BP0611_STAMPING: B 1414 1981
 BP0611_MARK LOGO: NGS   
 BP0611_PROJECTION: FLUSH
 BP0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0611_ROD/PIPE-DEPTH: 3.7  meters
 BP0611
 BP0611  HISTORY     - Date     Condition        Report By
 BP0611  HISTORY     - 1981     MONUMENTED       NGS
 BP0611
 BP0611                          STATION DESCRIPTION
 BP0611
 BP0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0611'32.7 KM (20.3 MI) SE FROM FORT STOCKTON.
 BP0611'32.7 KM (20.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0611'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 0.5 KM (0.3 MI)
 BP0611'WEST OF A WINDMILL, 18.0 METERS (59.1 FT) EAST OF THE CENTERLINE OF
 BP0611'THE HIGHWAY, 15.4 METERS (50.5 FT) NORTH OF A UTILITY POLE AND 11.5
 BP0611'METERS (37.7 FT) SOUTH OF AN IRON GATEPOST.  NOTE=ACCESS TO THE
 BP0611'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0611'THE MARK IS 0.4 METERS  W FROM  A FENCE AND WITNESS POST
 BP0611'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0442 ***********************************************************************
 AZ0442  DESIGNATION -  B 1415
 AZ0442  PID         -  AZ0442
 AZ0442  STATE/COUNTY-  TX/VAL VERDE
 AZ0442  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0442
 AZ0442                         *CURRENT SURVEY CONTROL
 AZ0442  ___________________________________________________________________
 AZ0442* NAD 83(1986)-  29 28 02.     (N)    101 00 56.     (W)     SCALED    
 AZ0442* NAVD 88     -       356.359  (meters)    1169.15   (feet)  ADJUSTED  
 AZ0442  ___________________________________________________________________
 AZ0442  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AZ0442  DYNAMIC HT  -         355.841 (meters)    1167.45  (feet)  COMP
 AZ0442  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AZ0442
 AZ0442  VERT ORDER  -  FIRST     CLASS II
 AZ0442
 AZ0442.The horizontal coordinates were scaled from a topographic map and have
 AZ0442.an estimated accuracy of +/- 6 seconds.
 AZ0442
 AZ0442.The orthometric height was determined by differential leveling
 AZ0442.and adjusted by the National Geodetic Survey in June 1991..
 AZ0442
 AZ0442.The geoid height was determined by GEOID03.
 AZ0442
 AZ0442.The dynamic height is computed by dividing the NAVD 88
 AZ0442.geopotential number by the normal gravity value computed on the
 AZ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0442.degrees latitude (g = 980.6199 gals.).
 AZ0442
 AZ0442.The modeled gravity was interpolated from observed gravity values.
 AZ0442
 AZ0442;                    North         East    Units  Estimated Accuracy
 AZ0442;SPC TXSC     - 4,182,760.      404,530.      MT  (+/- 180 meters Scaled)
 AZ0442
 AZ0442                          SUPERSEDED SURVEY CONTROL
 AZ0442
 AZ0442.No superseded survey control is available for this station.
 AZ0442
 AZ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT045614(NAD 83)
 AZ0442_MARKER: DB = BENCH MARK DISK
 AZ0442_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0442_SP_SET: ROCK OUTCROP
 AZ0442_STAMPING: B 1415 1981
 AZ0442_MARK LOGO: NGS   
 AZ0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0442+STABILITY: POSITION/ELEVATION WELL
 AZ0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0442+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0442
 AZ0442  HISTORY     - Date     Condition        Report By
 AZ0442  HISTORY     - 1981     MONUMENTED       NGS
 AZ0442  HISTORY     - 19990525 GOOD             USPSQD
 AZ0442  HISTORY     - 20030425 GOOD             USPSQD
 AZ0442
 AZ0442                          STATION DESCRIPTION
 AZ0442
 AZ0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0442'11.8 KM (7.35 MI) NW FROM DEL RIO.
 AZ0442'11.8 KM (7.35 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0442'WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, IN A 3 BY 9 FT EXPOSED AREA
 AZ0442'OF OUTCROPPING BEDROCK, 30.8 METERS (101.0 FT) EAST-NORTHEAST OF THE
 AZ0442'SOUTH LEG OF AN INFORMATION SIGN (AMISTAD DAM), 16.7 METERS (54.8 FT)
 AZ0442'NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 AZ0442'HIGHWAY AND 6.1 METERS (20.0 FT) SOUTH OF THE CENTER OF A TRACK ROAD
 AZ0442'LEADING WEST-NORTHWEST.
 AZ0442'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AZ0442'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AZ0442
 AZ0442                          STATION RECOVERY (1999)
 AZ0442
 AZ0442'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0442'RECOVERED IN GOOD CONDITION.
 AZ0442
 AZ0442                          STATION RECOVERY (2003)
 AZ0442
 AZ0442'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0417 ***********************************************************************
 AZ0417  DESIGNATION -  B 1416
 AZ0417  PID         -  AZ0417
 AZ0417  STATE/COUNTY-  TX/VAL VERDE
 AZ0417  USGS QUAD   -  SEMINOLE CANYON (1972)
 AZ0417
 AZ0417                         *CURRENT SURVEY CONTROL
 AZ0417  ___________________________________________________________________
 AZ0417* NAD 83(1986)-  29 42 36.     (N)    101 17 27.     (W)     SCALED    
 AZ0417* NAVD 88     -       438.730  (meters)    1439.40   (feet)  ADJUSTED  
 AZ0417  ___________________________________________________________________
 AZ0417  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 AZ0417  DYNAMIC HT  -         438.090 (meters)    1437.30  (feet)  COMP
 AZ0417  MODELED GRAV-     979,170.7   (mgal)                       NAVD 88
 AZ0417
 AZ0417  VERT ORDER  -  FIRST     CLASS II
 AZ0417
 AZ0417.The horizontal coordinates were scaled from a topographic map and have
 AZ0417.an estimated accuracy of +/- 6 seconds.
 AZ0417
 AZ0417.The orthometric height was determined by differential leveling
 AZ0417.and adjusted by the National Geodetic Survey in June 1991..
 AZ0417
 AZ0417.The geoid height was determined by GEOID03.
 AZ0417
 AZ0417.The dynamic height is computed by dividing the NAVD 88
 AZ0417.geopotential number by the normal gravity value computed on the
 AZ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0417.degrees latitude (g = 980.6199 gals.).
 AZ0417
 AZ0417.The modeled gravity was interpolated from observed gravity values.
 AZ0417
 AZ0417;                    North         East    Units  Estimated Accuracy
 AZ0417;SPC TXSC     - 4,210,160.      378,370.      MT  (+/- 180 meters Scaled)
 AZ0417
 AZ0417                          SUPERSEDED SURVEY CONTROL
 AZ0417
 AZ0417.No superseded survey control is available for this station.
 AZ0417
 AZ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT783888(NAD 83)
 AZ0417_MARKER: DB = BENCH MARK DISK
 AZ0417_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0417_SP_SET: ROCK OUTCROP
 AZ0417_STAMPING: B 1416 1981
 AZ0417_MARK LOGO: NGS   
 AZ0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0417+STABILITY: POSITION/ELEVATION WELL
 AZ0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0417+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0417
 AZ0417  HISTORY     - Date     Condition        Report By
 AZ0417  HISTORY     - 1981     MONUMENTED       NGS
 AZ0417  HISTORY     - 19990119 GOOD             USPSQD
 AZ0417  HISTORY     - 20030425 GOOD             USPSQD
 AZ0417
 AZ0417                          STATION DESCRIPTION
 AZ0417
 AZ0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0417'11.8 KM (7.35 MI) NW FROM COMSTOCK.
 AZ0417'11.8 KM (7.35 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0417'WITH STATE HIGHWAY 163 IN COMSTOCK, 1.2 KM (0.75 MI) EAST OF THE
 AZ0417'HIGHWAY BRIDGE OVER SEMINOLE CANYON, IN A 3 BY 6 FT EXPOSED AREA OF
 AZ0417'BEDROCK AT THE WEST END OF A HIGHWAY CUT, 69.2 METERS (227.0 FT) EAST
 AZ0417'OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING SOUTH, 27.0 METERS
 AZ0417'(88.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 19.0 METERS
 AZ0417'(62.3 FT) SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.
 AZ0417'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AZ0417'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 AZ0417
 AZ0417                          STATION RECOVERY (1999)
 AZ0417
 AZ0417'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0417'RECOVERED IN GOOD CONDITION.
 AZ0417
 AZ0417                          STATION RECOVERY (2003)
 AZ0417
 AZ0417'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0647 ***********************************************************************
 BP0647  DESIGNATION -  B 1417
 BP0647  PID         -  BP0647
 BP0647  STATE/COUNTY-  TX/TERRELL
 BP0647  USGS QUAD   -  SANDERSON (1969)
 BP0647
 BP0647                         *CURRENT SURVEY CONTROL
 BP0647  ___________________________________________________________________
 BP0647* NAD 83(1986)-  30 09 50.     (N)    102 24 28.     (W)     SCALED    
 BP0647* NAVD 88     -       877.893  (meters)    2880.22   (feet)  ADJUSTED  
 BP0647  ___________________________________________________________________
 BP0647  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 BP0647  DYNAMIC HT  -         876.537 (meters)    2875.77  (feet)  COMP
 BP0647  MODELED GRAV-     979,068.2   (mgal)                       NAVD 88
 BP0647
 BP0647  VERT ORDER  -  FIRST     CLASS II
 BP0647
 BP0647.The horizontal coordinates were scaled from a topographic map and have
 BP0647.an estimated accuracy of +/- 6 seconds.
 BP0647
 BP0647.The orthometric height was determined by differential leveling
 BP0647.and adjusted by the National Geodetic Survey in June 1991..
 BP0647
 BP0647.The geoid height was determined by GEOID03.
 BP0647
 BP0647.The dynamic height is computed by dividing the NAVD 88
 BP0647.geopotential number by the normal gravity value computed on the
 BP0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0647.degrees latitude (g = 980.6199 gals.).
 BP0647
 BP0647.The modeled gravity was interpolated from observed gravity values.
 BP0647
 BP0647;                    North         East    Units  Estimated Accuracy
 BP0647;SPC TXSC     - 4,263,080.      271,800.      MT  (+/- 180 meters Scaled)
 BP0647
 BP0647                          SUPERSEDED SURVEY CONTROL
 BP0647
 BP0647.No superseded survey control is available for this station.
 BP0647
 BP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP496397(NAD 83)
 BP0647_MARKER: DB = BENCH MARK DISK
 BP0647_SETTING: 66 = SET IN ROCK OUTCROP
 BP0647_SP_SET: ROCK OUTCROP
 BP0647_STAMPING: B 1417 1981
 BP0647_MARK LOGO: NGS   
 BP0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0647+STABILITY: POSITION/ELEVATION WELL
 BP0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0647+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2005
 BP0647
 BP0647  HISTORY     - Date     Condition        Report By
 BP0647  HISTORY     - 1981     MONUMENTED       NGS
 BP0647  HISTORY     - 1981     GOOD             NGS
 BP0647  HISTORY     - 20051210 GOOD             NGS
 BP0647
 BP0647                          STATION DESCRIPTION
 BP0647
 BP0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0647'3.3 KM (2.05 MI) NORTH FROM SANDERSON.
 BP0647'0.2 KM (0.1 MI) NORTH ALONG PERSIMMON STREET FROM THE SOUTHERN PACIFIC
 BP0647'RAILROAD STATION IN SANDERSON, THENCE 1.1 KM (0.7 MI) WEST ALONG U.S.
 BP0647'HIGHWAY 90, THENCE 2.0 KM (1.25 MI) NORTH ALONG U.S. HIGHWAY 285, 1.2
 BP0647'KM (0.75 MI) NORTH OF THE TEXAS HIGHWAY DEPARTMENT MAINTENANCE YARD
 BP0647'OFFICE, IN A 3 BY 12 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 37.5
 BP0647'METERS (123.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BP0647'13.4 METERS (44.0 FT) NORTHEAST OF A UTILITY POLE, 9.8 METERS (32.2
 BP0647'FT) EAST-NORTHEAST OF A FENCE AND 3.8 METERS (12.5 FT) NORTHWEST OF
 BP0647'THE CENTER OF A TRACK ROAD.
 BP0647'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BP0647'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 BP0647
 BP0647                          STATION RECOVERY (1981)
 BP0647
 BP0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0647'RECOVERED IN GOOD CONDITION.
 BP0647
 BP0647                          STATION RECOVERY (2005)
 BP0647
 BP0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DMM)
 BP0647'RECOVERED AS DESCRIBED WITH THE FOLLOWING NEW INFORMATION.  FROM THE
 BP0647'INTERSECTION OF US HWYS 285 AND 90 ON THE WEST SIDE OF SANDERSON,
 BP0647'TEXAS DRIVE NORTH ON US 285 TO A BLADED ROAD AND CATTLE GUARD ON EAST
 BP0647'SIDE OF ROAD.  DRIVE ONTO THE BLADED ROAD TO THE STATION JUST PAST THE
 BP0647'CATTLE GUARD.  IT IS 9.6 M E OF A BARBED-WIRE FENCE, 4.3 M NW OF THE
 BP0647'CENTER OF THE BLADED ROAD AND 2.2 M NNW OF THE NW END OF THE CATTLE
 BP0647'GUARD.
 BP0647' 
 BP0647'A HANDHELD GPS POSITION USING A WAAS-ENABLED RECEIVER WAS OBTAINED.
 BP0647'POSITION OBTAINED WAS N 30 09 49.3 W 102 24 27.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0375 ***********************************************************************
 AZ0375  DESIGNATION -  B 1418
 AZ0375  PID         -  AZ0375
 AZ0375  STATE/COUNTY-  TX/TERRELL
 AZ0375  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0375
 AZ0375                         *CURRENT SURVEY CONTROL
 AZ0375  ___________________________________________________________________
 AZ0375* NAD 83(1986)-  29 56 27.     (N)    101 57 56.     (W)     SCALED    
 AZ0375* NAVD 88     -       603.618  (meters)    1980.37   (feet)  ADJUSTED  
 AZ0375  ___________________________________________________________________
 AZ0375  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AZ0375  DYNAMIC HT  -         602.715 (meters)    1977.41  (feet)  COMP
 AZ0375  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 AZ0375
 AZ0375  VERT ORDER  -  FIRST     CLASS II
 AZ0375
 AZ0375.The horizontal coordinates were scaled from a topographic map and have
 AZ0375.an estimated accuracy of +/- 6 seconds.
 AZ0375
 AZ0375.The orthometric height was determined by differential leveling
 AZ0375.and adjusted by the National Geodetic Survey in June 1991..
 AZ0375
 AZ0375.The geoid height was determined by GEOID03.
 AZ0375
 AZ0375.The dynamic height is computed by dividing the NAVD 88
 AZ0375.geopotential number by the normal gravity value computed on the
 AZ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0375.degrees latitude (g = 980.6199 gals.).
 AZ0375
 AZ0375.The modeled gravity was interpolated from observed gravity values.
 AZ0375
 AZ0375;                    North         East    Units  Estimated Accuracy
 AZ0375;SPC TXSC     - 4,237,200.      313,750.      MT  (+/- 180 meters Scaled)
 AZ0375
 AZ0375                          SUPERSEDED SURVEY CONTROL
 AZ0375
 AZ0375.No superseded survey control is available for this station.
 AZ0375
 AZ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU137159(NAD 83)
 AZ0375_MARKER: DB = BENCH MARK DISK
 AZ0375_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0375_SP_SET: ROCK OUTCROP
 AZ0375_STAMPING: B 1418 1981
 AZ0375_MARK LOGO: NGS   
 AZ0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0375
 AZ0375  HISTORY     - Date     Condition        Report By
 AZ0375  HISTORY     - 1981     MONUMENTED       NGS
 AZ0375
 AZ0375                          STATION DESCRIPTION
 AZ0375
 AZ0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0375'19.3 KM (12.0 MI) SE FROM DRYDEN.
 AZ0375'19.3 KM (12.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 AZ0375'IN DRYDEN, 1.2 KM (0.75 MI) WEST OF A TRACK ROAD LEADING NORTH, IN AN
 AZ0375'8 BY 50 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 13.1 METERS
 AZ0375'(43.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 10.4
 AZ0375'METERS (34.1 FT) NORTH-NORTHEAST OF A FENCE.
 AZ0375'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 AZ0375'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0399 ***********************************************************************
 AZ0399  DESIGNATION -  B 1419
 AZ0399  PID         -  AZ0399
 AZ0399  STATE/COUNTY-  TX/VAL VERDE
 AZ0399  USGS QUAD   -  RAMSEY CANYON (1980)
 AZ0399
 AZ0399                         *CURRENT SURVEY CONTROL
 AZ0399  ___________________________________________________________________
 AZ0399* NAD 83(1986)-  29 49 49.     (N)    101 37 31.     (W)     SCALED    
 AZ0399* NAVD 88     -       485.196  (meters)    1591.85   (feet)  ADJUSTED  
 AZ0399  ___________________________________________________________________
 AZ0399  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AZ0399  DYNAMIC HT  -         484.454 (meters)    1589.41  (feet)  COMP
 AZ0399  MODELED GRAV-     979,099.5   (mgal)                       NAVD 88
 AZ0399
 AZ0399  VERT ORDER  -  FIRST     CLASS II
 AZ0399
 AZ0399.The horizontal coordinates were scaled from a topographic map and have
 AZ0399.an estimated accuracy of +/- 6 seconds.
 AZ0399
 AZ0399.The orthometric height was determined by differential leveling
 AZ0399.and adjusted by the National Geodetic Survey in June 1991..
 AZ0399
 AZ0399.The geoid height was determined by GEOID03.
 AZ0399
 AZ0399.The dynamic height is computed by dividing the NAVD 88
 AZ0399.geopotential number by the normal gravity value computed on the
 AZ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0399.degrees latitude (g = 980.6199 gals.).
 AZ0399
 AZ0399.The modeled gravity was interpolated from observed gravity values.
 AZ0399
 AZ0399;                    North         East    Units  Estimated Accuracy
 AZ0399;SPC TXSC     - 4,224,160.      346,310.      MT  (+/- 180 meters Scaled)
 AZ0399
 AZ0399                          SUPERSEDED SURVEY CONTROL
 AZ0399
 AZ0399.No superseded survey control is available for this station.
 AZ0399
 AZ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU463028(NAD 83)
 AZ0399_MARKER: DB = BENCH MARK DISK
 AZ0399_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0399_SP_SET: ROCK OUTCROP
 AZ0399_STAMPING: B 1419 1981
 AZ0399_MARK LOGO: NGS   
 AZ0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0399+STABILITY: POSITION/ELEVATION WELL
 AZ0399
 AZ0399  HISTORY     - Date     Condition        Report By
 AZ0399  HISTORY     - 1981     MONUMENTED       NGS
 AZ0399  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 AZ0399
 AZ0399                          STATION DESCRIPTION
 AZ0399
 AZ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0399'8.3 KM (5.15 MI) NW FROM LANGTRY.
 AZ0399'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0399'OFFICE IN LANGTRY, THENCE 7.0 KM (4.35 MI) WESTERLY ALONG U.S.
 AZ0399'HIGHWAY 90, 43.9 METERS (144.0 FT) EAST OF THE SOUTHEAST END OF A
 AZ0399'HIGHWAY CUT, 13.0 METERS (42.7 FT) NORTH-NORTHEAST OF THE CENTERLINE
 AZ0399'OF THE WEST BOUND LANES OF THE HIGHWAY AND 0.3 METER (1.0 FT)
 AZ0399'SOUTH-SOUTHWEST OF THE SOUTHWEST FACE OF THE HIGHWAY CUT.
 AZ0399'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 AZ0399'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 AZ0399
 AZ0399                          STATION RECOVERY (1999)
 AZ0399
 AZ0399'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0360 ***********************************************************************
 DP0360  DESIGNATION -  B 142
 DP0360  PID         -  DP0360
 DP0360  STATE/COUNTY-  TX/LUBBOCK
 DP0360  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0360
 DP0360                         *CURRENT SURVEY CONTROL
 DP0360  ___________________________________________________________________
 DP0360* NAD 83(1986)-  33 34 20.     (N)    101 47 30.     (W)     SCALED    
 DP0360* NAVD 88     -       970.588  (meters)    3184.34   (feet)  ADJUSTED  
 DP0360  ___________________________________________________________________
 DP0360  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 DP0360  DYNAMIC HT  -         969.336 (meters)    3180.23  (feet)  COMP
 DP0360  MODELED GRAV-     979,314.3   (mgal)                       NAVD 88
 DP0360
 DP0360  VERT ORDER  -  FIRST     CLASS II
 DP0360
 DP0360.The horizontal coordinates were scaled from a topographic map and have
 DP0360.an estimated accuracy of +/- 6 seconds.
 DP0360
 DP0360.The orthometric height was determined by differential leveling
 DP0360.and adjusted by the National Geodetic Survey in June 1991..
 DP0360
 DP0360.The geoid height was determined by GEOID03.
 DP0360
 DP0360.The dynamic height is computed by dividing the NAVD 88
 DP0360.geopotential number by the normal gravity value computed on the
 DP0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0360.degrees latitude (g = 980.6199 gals.).
 DP0360
 DP0360.The modeled gravity was interpolated from observed gravity values.
 DP0360
 DP0360;                    North         East    Units  Estimated Accuracy
 DP0360;SPC TXNC     - 2,216,100.      294,460.      MT  (+/- 180 meters Scaled)
 DP0360
 DP0360                          SUPERSEDED SURVEY CONTROL
 DP0360
 DP0360  NGVD 29 (??/??/92)  970.221  (m)         3183.13   (f) ADJ UNCH    1 2
 DP0360
 DP0360.Superseded values are not recommended for survey control.
 DP0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0360.See file dsdata.txt to determine how the superseded data were derived.
 DP0360
 DP0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC408182(NAD 83)
 DP0360_MARKER: DB = BENCH MARK DISK
 DP0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0360_STAMPING: 3183.133 B 142 1933
 DP0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0360+STABILITY: SURFACE MOTION
 DP0360
 DP0360  HISTORY     - Date     Condition        Report By
 DP0360  HISTORY     - 1933     MONUMENTED       CGS
 DP0360  HISTORY     - 1963     MARK NOT FOUND   NGS
 DP0360
 DP0360                          STATION DESCRIPTION
 DP0360
 DP0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DP0360'3.8 MI NE FROM LUBBOCK.
 DP0360'3.8 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0360'THE STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 94-3/4 RAILS SOUTH OF
 DP0360'MILEPOST L 356, ABOUT 91 RAILS SOUTH OF A PUBLIC-ROAD CROSSING, AT
 DP0360'STATION 6311+12 (MILLEAGE 356.58), ABOUT 2 RAILS NORTHEAST OF A
 DP0360'PRIVATE-ROAD CROSSING, 46 FEET NORTHWEST OF THE TRACK, AND AT THE
 DP0360'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED 3183.133 B 142 1933
 DP0360'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 DP0360'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1312 ***********************************************************************
 AE1312  DESIGNATION -  B 1420
 AE1312  PID         -  AE1312
 AE1312  STATE/COUNTY-  TX/ZAPATA
 AE1312  USGS QUAD   -  LOPENO (1965)
 AE1312
 AE1312                         *CURRENT SURVEY CONTROL
 AE1312  ___________________________________________________________________
 AE1312* NAD 83(1986)-  26 38 55.     (N)    099 06 06.     (W)     SCALED    
 AE1312* NAVD 88     -       114.951  (meters)     377.14   (feet)  ADJUSTED  
 AE1312  ___________________________________________________________________
 AE1312  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AE1312  DYNAMIC HT  -         114.764 (meters)     376.52  (feet)  COMP
 AE1312  MODELED GRAV-     979,018.2   (mgal)                       NAVD 88
 AE1312
 AE1312  VERT ORDER  -  FIRST     CLASS II
 AE1312
 AE1312.The horizontal coordinates were scaled from a topographic map and have
 AE1312.an estimated accuracy of +/- 6 seconds.
 AE1312
 AE1312.The orthometric height was determined by differential leveling
 AE1312.and adjusted by the National Geodetic Survey in June 1991..
 AE1312
 AE1312.The geoid height was determined by GEOID03.
 AE1312
 AE1312.The dynamic height is computed by dividing the NAVD 88
 AE1312.geopotential number by the normal gravity value computed on the
 AE1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1312.degrees latitude (g = 980.6199 gals.).
 AE1312
 AE1312.The modeled gravity was interpolated from observed gravity values.
 AE1312
 AE1312;                    North         East    Units  Estimated Accuracy
 AE1312;SPC TX S     - 5,108,930.      240,100.      MT  (+/- 180 meters Scaled)
 AE1312
 AE1312                          SUPERSEDED SURVEY CONTROL
 AE1312
 AE1312.No superseded survey control is available for this station.
 AE1312
 AE1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ898475(NAD 83)
 AE1312_MARKER: I = METAL ROD
 AE1312_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1312_SP_SET: STAINLESS STEEL ROD
 AE1312_STAMPING: B 1420 1981
 AE1312_MARK LOGO: NGS   
 AE1312_PROJECTION: FLUSH
 AE1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1312_ROD/PIPE-DEPTH: 5.2  meters
 AE1312
 AE1312  HISTORY     - Date     Condition        Report By
 AE1312  HISTORY     - 1981     MONUMENTED       NGS
 AE1312
 AE1312                          STATION DESCRIPTION
 AE1312
 AE1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1312'7.1 KM (4.4 MI) SSE FROM LOPENO.
 AE1312'7.1 KM (4.4 MI) SOUTH SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST
 AE1312'OFFICE IN LOPENO, AT A DIRT ROAD INTERSECTION AND OVERHEAD POWER LINES
 AE1312'CROSSING HIGHWAY, 21.3 METERS (69.7 FT) NORTHEAST OF CENTER OF
 AE1312'HIGHWAY, 11.8 METERS (38.6 FT) NORTHWEST OF A DIRT ROAD LEADING
 AE1312'NORTHEAST, 12.1 METERS (39.7 FT) NORTH NORTHEAST OF CENTER OF A 62 CM
 AE1312'(24 INCH) PIPE CULVERT HEADWALL, 0.91 METERS (3.0 FT) NORTHWEST OF A
 AE1312'CORNER FENCE POST, AND 1.4 METERS (4.6 FT) NORTHWEST OF A POWERLINE
 AE1312'POLE.
 AE1312'THE MARK IS 0.30 METERS  SSE FROM A WITNESS POST.
 AE1312'THE MARK IS 0.61 M ABOVE HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1276 ***********************************************************************
 AE1276  DESIGNATION -  B 1421
 AE1276  PID         -  AE1276
 AE1276  STATE/COUNTY-  TX/STARR
 AE1276  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE1276
 AE1276                         *CURRENT SURVEY CONTROL
 AE1276  ___________________________________________________________________
 AE1276* NAD 83(1986)-  26 22 29.     (N)    098 48 10.     (W)     SCALED    
 AE1276* NAVD 88     -        50.642  (meters)     166.15   (feet)  ADJUSTED  
 AE1276  ___________________________________________________________________
 AE1276  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AE1276  DYNAMIC HT  -          50.559 (meters)     165.88  (feet)  COMP
 AE1276  MODELED GRAV-     978,998.5   (mgal)                       NAVD 88
 AE1276
 AE1276  VERT ORDER  -  FIRST     CLASS II
 AE1276
 AE1276.The horizontal coordinates were scaled from a topographic map and have
 AE1276.an estimated accuracy of +/- 6 seconds.
 AE1276
 AE1276.The orthometric height was determined by differential leveling
 AE1276.and adjusted by the National Geodetic Survey in June 1991..
 AE1276
 AE1276.The geoid height was determined by GEOID03.
 AE1276
 AE1276.The dynamic height is computed by dividing the NAVD 88
 AE1276.geopotential number by the normal gravity value computed on the
 AE1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1276.degrees latitude (g = 980.6199 gals.).
 AE1276
 AE1276.The modeled gravity was interpolated from observed gravity values.
 AE1276
 AE1276;                    North         East    Units  Estimated Accuracy
 AE1276;SPC TX S     - 5,078,480.      269,790.      MT  (+/- 180 meters Scaled)
 AE1276
 AE1276                          SUPERSEDED SURVEY CONTROL
 AE1276
 AE1276.No superseded survey control is available for this station.
 AE1276
 AE1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ196171(NAD 83)
 AE1276_MARKER: I = METAL ROD
 AE1276_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1276_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AE1276_STAMPING: B 1421 1981
 AE1276_MARK LOGO: NGS   
 AE1276_PROJECTION: FLUSH
 AE1276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1276+STABILITY: POSITION/ELEVATION WELL
 AE1276_ROD/PIPE-DEPTH: 13.4 meters
 AE1276_SLEEVE-DEPTH  : 9.3 meters
 AE1276
 AE1276  HISTORY     - Date     Condition        Report By
 AE1276  HISTORY     - 1981     MONUMENTED       NGS
 AE1276
 AE1276                          STATION DESCRIPTION
 AE1276
 AE1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1276'1.6 KM (1.0 MI) SE FROM RIO GRANDE CITY.
 AE1276'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AE1276'STATE HIGHWAY 755 NORTH IN RIO GRANDE AT THE NORTHEAST LAWN OF THE
 AE1276'U.S. ARMY RESERVE COMPOUND, 26.1 METERS (85.5 FT) SOUTH SOUTHWEST OF
 AE1276'CENTERLINE OF HIGHWAY, 2.3 METERS (7.5 FT) EAST NORTHEAST OF A
 AE1276'FLAGPOLE.  1.2 METERS (4.0 FT) NORTH OF THE NORTHEDGE OF AN EAST WEST
 AE1276'SIDEWALK, 6.0 METERS (19.7 FT) NORTH NORTHEAST OF THE CENTER OF DOORS
 AE1276'OF NORTHEAST ENTRANCE OF BRICK RESERVE BUILDING, 25.6 METERS (84.0 FT)
 AE1276'WEST OF CENTER OF ASPHALT ENTRANCE DRIVE LEADING SOUTHWEST TO ARMY
 AE1276'RESERVE BUILDING, AND 20.1 METERS (66.0 FT) SOUTHWEST OF A FIRE
 AE1276'HYDRANT.
 AE1276'THE MARK IS 0.71 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1219 ***********************************************************************
 AE1219  DESIGNATION -  B 1422
 AE1219  PID         -  AE1219
 AE1219  STATE/COUNTY-  TX/HIDALGO
 AE1219  USGS QUAD   -  DONNA (1983)
 AE1219
 AE1219                         *CURRENT SURVEY CONTROL
 AE1219  ___________________________________________________________________
 AE1219* NAD 83(1986)-  26 09 41.     (N)    098 00 24.     (W)     SCALED    
 AE1219* NAVD 88     -        25.584  (meters)      83.94   (feet)  ADJUSTED  
 AE1219  ___________________________________________________________________
 AE1219  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AE1219  DYNAMIC HT  -          25.542 (meters)      83.80  (feet)  COMP
 AE1219  MODELED GRAV-     979,007.6   (mgal)                       NAVD 88
 AE1219
 AE1219  VERT ORDER  -  FIRST     CLASS II
 AE1219
 AE1219.The horizontal coordinates were scaled from a topographic map and have
 AE1219.an estimated accuracy of +/- 6 seconds.
 AE1219
 AE1219.The orthometric height was determined by differential leveling
 AE1219.and adjusted by the National Geodetic Survey in June 1991..
 AE1219
 AE1219.The geoid height was determined by GEOID03.
 AE1219
 AE1219.The dynamic height is computed by dividing the NAVD 88
 AE1219.geopotential number by the normal gravity value computed on the
 AE1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1219.degrees latitude (g = 980.6199 gals.).
 AE1219
 AE1219.The modeled gravity was interpolated from observed gravity values.
 AE1219
 AE1219;                    North         East    Units  Estimated Accuracy
 AE1219;SPC TX S     - 5,054,910.      349,320.      MT  (+/- 180 meters Scaled)
 AE1219
 AE1219                          SUPERSEDED SURVEY CONTROL
 AE1219
 AE1219.No superseded survey control is available for this station.
 AE1219
 AE1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP992939(NAD 83)
 AE1219_MARKER: I = METAL ROD
 AE1219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1219_SP_SET: STAINLESS STEEL ROD
 AE1219_STAMPING: B 1422 1981
 AE1219_MARK LOGO: NGS   
 AE1219_PROJECTION: RECESSED 3 CENTIMETERS
 AE1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1219+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AE1219_ROD/PIPE-DEPTH: 10.7 meters
 AE1219
 AE1219  HISTORY     - Date     Condition        Report By
 AE1219  HISTORY     - 1981     MONUMENTED       NGS
 AE1219  HISTORY     - 20040206 GOOD             GEOCAC
 AE1219
 AE1219                          STATION DESCRIPTION
 AE1219
 AE1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1219'1.7 KM (1.05 MI) WEST FROM WESLACO.
 AE1219'1.7 KM (1.05 MI) WEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AE1219'ROAD 88 AT WESLACO, THENCE 0.1 KM (0.05 MI) SOUTH ALONG WESTGATE
 AE1219'DRIVE, AT A POWERLINE POLE WITH A GUY WIRE AND A TRANSFORMER,
 AE1219'8.3 METERS (27.2 FT) WEST OF THE CENTERLINE OF WESTGATE DRIVE,
 AE1219'28.8 METERS (94.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF MARCELLO
 AE1219'VILLAREAL RESIDENCE, 20.1 METERS (66.O FT) NORTH OF THE CENTER OF A
 AE1219'DRIVEWAY LEADING TO THE VILLAREAL RESIDENCE, 2.0 METERS (6.5 FT) WEST
 AE1219'OF THE WEST CURB OF WEST GATE DRIVE, 1.7 METERS (5.5 FT) NORTH OF THE
 AE1219'POWERLINE POLE, AND 4.6 METERS (15.0 FT) SOUTH OF THE GUY WIRE ANCHOR.
 AE1219'NOTE, ROD DRIVEN TO REFUSAL.
 AE1219'THE MARK IS 0.6 M ABOVE WESTGATE DRIVE.
 AE1219
 AE1219                          STATION RECOVERY (2004)
 AE1219
 AE1219'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AE1219'GOOD CONDITION.  REVISED DESCRIPTION - 1.7 KM (1.05 MI) WEST ALONG
 AE1219'U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM ROAD 88 AT WESLACO, THENCE
 AE1219'0.1 KM (0.05 MI) SOUTH TO 114 S WESTGATE DRIVE AT A POWERLINE POLE
 AE1219'WITH TWO TRANSFORMERS.
 AE1219'8.3 METERS (27.2 FT) WEST OF THE CENTERLINE OF WESTGATE DRIVE.  2.0
 AE1219'METERS (6.5 FT) WEST OF THE WEST CURB OF WEST GATE DRIVE, 7.3 METERS
 AE1219'(24.0 FT) NORTH OF THE NORTH DRIVEWAY TO 114 S WESTGATE DRIVE, 1.7
 AE1219'METERS (5.5 FT) NORTH OF THE POWERLINE POLE, AND 7.0 METERS (23.0 FT)
 AE1219'SOUTH OF A POWERLINE POLE WITH GUY WIRES.
 AE1219' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0675 ***********************************************************************
 BP0675  DESIGNATION -  B 1426
 BP0675  PID         -  BP0675
 BP0675  STATE/COUNTY-  TX/PECOS
 BP0675  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0675
 BP0675                         *CURRENT SURVEY CONTROL
 BP0675  ___________________________________________________________________
 BP0675* NAD 83(1986)-  30 53 26.     (N)    102 45 35.     (W)     SCALED    
 BP0675* NAVD 88     -       885.612  (meters)    2905.55   (feet)  ADJUSTED  
 BP0675  ___________________________________________________________________
 BP0675  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 BP0675  DYNAMIC HT  -         884.264 (meters)    2901.12  (feet)  COMP
 BP0675  MODELED GRAV-     979,090.4   (mgal)                       NAVD 88
 BP0675
 BP0675  VERT ORDER  -  FIRST     CLASS II
 BP0675
 BP0675.The horizontal coordinates were scaled from a topographic map and have
 BP0675.an estimated accuracy of +/- 6 seconds.
 BP0675
 BP0675.The orthometric height was determined by differential leveling
 BP0675.and adjusted by the National Geodetic Survey in June 1991..
 BP0675
 BP0675.The geoid height was determined by GEOID03.
 BP0675
 BP0675.The dynamic height is computed by dividing the NAVD 88
 BP0675.geopotential number by the normal gravity value computed on the
 BP0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0675.degrees latitude (g = 980.6199 gals.).
 BP0675
 BP0675.The modeled gravity was interpolated from observed gravity values.
 BP0675
 BP0675;                    North         East    Units  Estimated Accuracy
 BP0675;SPC TX C     - 3,138,200.      468,050.      MT  (+/- 180 meters Scaled)
 BP0675
 BP0675                          SUPERSEDED SURVEY CONTROL
 BP0675
 BP0675.No superseded survey control is available for this station.
 BP0675
 BP0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ141196(NAD 83)
 BP0675_MARKER: I = METAL ROD
 BP0675_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0675_SP_SET: STAINLESS STEEL ROD
 BP0675_STAMPING: B 1426 1981
 BP0675_MARK LOGO: NGS   
 BP0675_PROJECTION: FLUSH
 BP0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0675_ROD/PIPE-DEPTH: 3.4  meters
 BP0675
 BP0675  HISTORY     - Date     Condition        Report By
 BP0675  HISTORY     - 1981     MONUMENTED       NGS
 BP0675  HISTORY     - 1990     GOOD             USPSQD
 BP0675
 BP0675                          STATION DESCRIPTION
 BP0675
 BP0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0675'10.7 KM (6.65 MI) EAST FROM FORT STOCKTON.
 BP0675'10.7 KM (6.65 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0675'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, 1.3 KM (0.8 MI) EAST
 BP0675'OF MILEPOST 266, 0.3 KM (0.2 MI) WEST OF MILEPOST 267, 40.2 METERS
 BP0675'(131.9 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 BP0675'HIGHWAY, 12.6 METERS (41.3 FT) EAST OF THE CENTER OF A FIELD ROAD
 BP0675'ENTRANCE AND 6.1 METERS (20.0 FT) NORTH OF THE CENTER OF A GRAVELED
 BP0675'ROAD LEADING EAST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BP0675'LOGO CAP.
 BP0675'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0675'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BP0675
 BP0675                          STATION RECOVERY (1990)
 BP0675
 BP0675'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BP0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0653 ***********************************************************************
 CC0653  DESIGNATION -  B 1427
 CC0653  PID         -  CC0653
 CC0653  STATE/COUNTY-  TX/PECOS
 CC0653  USGS QUAD   -  GIRVIN SE (1972)
 CC0653
 CC0653                         *CURRENT SURVEY CONTROL
 CC0653  ___________________________________________________________________
 CC0653* NAD 83(1986)-  31 04 17.     (N)    102 22 29.     (W)     SCALED    
 CC0653* NAVD 88     -       701.563  (meters)    2301.71   (feet)  ADJUSTED  
 CC0653  ___________________________________________________________________
 CC0653  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CC0653  DYNAMIC HT  -         700.565 (meters)    2298.44  (feet)  COMP
 CC0653  MODELED GRAV-     979,194.9   (mgal)                       NAVD 88
 CC0653
 CC0653  VERT ORDER  -  FIRST     CLASS II
 CC0653
 CC0653.The horizontal coordinates were scaled from a topographic map and have
 CC0653.an estimated accuracy of +/- 6 seconds.
 CC0653
 CC0653.The orthometric height was determined by differential leveling
 CC0653.and adjusted by the National Geodetic Survey in June 1991..
 CC0653
 CC0653.The geoid height was determined by GEOID03.
 CC0653
 CC0653.The dynamic height is computed by dividing the NAVD 88
 CC0653.geopotential number by the normal gravity value computed on the
 CC0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0653.degrees latitude (g = 980.6199 gals.).
 CC0653
 CC0653.The modeled gravity was interpolated from observed gravity values.
 CC0653
 CC0653;                    North         East    Units  Estimated Accuracy
 CC0653;SPC TX C     - 3,157,510.      505,220.      MT  (+/- 180 meters Scaled)
 CC0653
 CC0653                          SUPERSEDED SURVEY CONTROL
 CC0653
 CC0653.No superseded survey control is available for this station.
 CC0653
 CC0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ504404(NAD 83)
 CC0653_MARKER: I = METAL ROD
 CC0653_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0653+WITH SETTING: INFORMATION.
 CC0653_SP_SET: SHALLOW SET METAL ROD
 CC0653_STAMPING: B 1427 1981
 CC0653_MARK LOGO: NGS   
 CC0653_PROJECTION: FLUSH
 CC0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0653_ROD/PIPE-DEPTH: 2.7  meters
 CC0653
 CC0653  HISTORY     - Date     Condition        Report By
 CC0653  HISTORY     - 1981     MONUMENTED       NGS
 CC0653
 CC0653                          STATION DESCRIPTION
 CC0653
 CC0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0653'1.6 KM (1.0 MI) NE FROM GIRVIN.
 CC0653'1.6 KM (1.0 MI) NORTHEAST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0653'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN AND 22.7 METERS (74.5 FT)
 CC0653'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 CC0653'POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0653'THE MARK IS 0.5 METERS  SSE FROM  A FENCE AND WITNESS POST
 CC0653'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0672 ***********************************************************************
 CB0672  DESIGNATION -  B 1428
 CB0672  PID         -  CB0672
 CB0672  STATE/COUNTY-  TX/UPTON
 CB0672  USGS QUAD   -  RANKIN NE (1970)
 CB0672
 CB0672                         *CURRENT SURVEY CONTROL
 CB0672  ___________________________________________________________________
 CB0672* NAD 83(1986)-  31 13 55.     (N)    101 50 52.     (W)     SCALED    
 CB0672* NAVD 88     -       819.592  (meters)    2688.94   (feet)  ADJUSTED  
 CB0672  ___________________________________________________________________
 CB0672  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CB0672  DYNAMIC HT  -         818.397 (meters)    2685.02  (feet)  COMP
 CB0672  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 CB0672
 CB0672  VERT ORDER  -  FIRST     CLASS II
 CB0672
 CB0672.The horizontal coordinates were scaled from a topographic map and have
 CB0672.an estimated accuracy of +/- 6 seconds.
 CB0672
 CB0672.The orthometric height was determined by differential leveling
 CB0672.and adjusted by the National Geodetic Survey in June 1991..
 CB0672
 CB0672.The geoid height was determined by GEOID03.
 CB0672
 CB0672.The dynamic height is computed by dividing the NAVD 88
 CB0672.geopotential number by the normal gravity value computed on the
 CB0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0672.degrees latitude (g = 980.6199 gals.).
 CB0672
 CB0672.The modeled gravity was interpolated from observed gravity values.
 CB0672
 CB0672;                    North         East    Units  Estimated Accuracy
 CB0672;SPC TX C     - 3,174,500.      555,740.      MT  (+/- 180 meters Scaled)
 CB0672
 CB0672                          SUPERSEDED SURVEY CONTROL
 CB0672
 CB0672.No superseded survey control is available for this station.
 CB0672
 CB0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV287588(NAD 83)
 CB0672_MARKER: DB = BENCH MARK DISK
 CB0672_SETTING: 66 = SET IN ROCK OUTCROP
 CB0672_SP_SET: ROCK OUTCROP
 CB0672_STAMPING: B 1428 1981
 CB0672_MARK LOGO: NGS   
 CB0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0672+STABILITY: POSITION/ELEVATION WELL
 CB0672
 CB0672  HISTORY     - Date     Condition        Report By
 CB0672  HISTORY     - 1981     MONUMENTED       NGS
 CB0672
 CB0672                          STATION DESCRIPTION
 CB0672
 CB0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0672'9.0 KM (5.6 MI) NE FROM RANKIN.
 CB0672'9.0 KM (5.6 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0672'STATE HIGHWAY 349 IN RANKIN, IN A 2 BY 4 FT EXPOSED AREA OF
 CB0672'OUTCROPPING BEDROCK, 1.3 KM (0.8 MI) NORTHEAST OF A GRAVELED ROAD
 CB0672'LEADING SOUTHEAST, 0.5 KM (0.3 MI) SOUTHWEST OF THE CENTER OF A
 CB0672'ROADSIDE PARK, 13.3 METERS (43.6 FT) NORTH OF THE CENTERLINE OF THE
 CB0672'HIGHWAY AND 13.2 METERS (43.3 FT) SOUTH OF A FENCE.
 CB0672'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CB0672'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0759 ***********************************************************************
 CA0759  DESIGNATION -  B 1429
 CA0759  PID         -  CA0759
 CA0759  STATE/COUNTY-  TX/MCCULLOCH
 CA0759  USGS QUAD   -  WEST SWEDEN (1987)
 CA0759
 CA0759                         *CURRENT SURVEY CONTROL
 CA0759  ___________________________________________________________________
 CA0759* NAD 83(1986)-  31 10 40.     (N)    099 24 15.     (W)     SCALED    
 CA0759* NAVD 88     -       546.809  (meters)    1793.99   (feet)  ADJUSTED  
 CA0759  ___________________________________________________________________
 CA0759  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CA0759  DYNAMIC HT  -         546.070 (meters)    1791.56  (feet)  COMP
 CA0759  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 CA0759
 CA0759  VERT ORDER  -  FIRST     CLASS II
 CA0759
 CA0759.The horizontal coordinates were scaled from a topographic map and have
 CA0759.an estimated accuracy of +/- 6 seconds.
 CA0759
 CA0759.The orthometric height was determined by differential leveling
 CA0759.and adjusted by the National Geodetic Survey in June 1991..
 CA0759
 CA0759.The geoid height was determined by GEOID03.
 CA0759
 CA0759.The dynamic height is computed by dividing the NAVD 88
 CA0759.geopotential number by the normal gravity value computed on the
 CA0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0759.degrees latitude (g = 980.6199 gals.).
 CA0759
 CA0759.The modeled gravity was interpolated from observed gravity values.
 CA0759
 CA0759;                    North         East    Units  Estimated Accuracy
 CA0759;SPC TX C     - 3,167,890.      788,560.      MT  (+/- 180 meters Scaled)
 CA0759
 CA0759                          SUPERSEDED SURVEY CONTROL
 CA0759
 CA0759.No superseded survey control is available for this station.
 CA0759
 CA0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV614493(NAD 83)
 CA0759_MARKER: I = METAL ROD
 CA0759_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0759_SP_SET: STAINLESS STEEL ROD
 CA0759_STAMPING: B 1429 1981
 CA0759_MARK LOGO: NGS   
 CA0759_PROJECTION: FLUSH
 CA0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0759_ROD/PIPE-DEPTH: 3.7  meters
 CA0759
 CA0759  HISTORY     - Date     Condition        Report By
 CA0759  HISTORY     - 1981     MONUMENTED       NGS
 CA0759  HISTORY     - 19970709 GOOD             USPSQD
 CA0759  HISTORY     - 20010219 GOOD             USPSQD
 CA0759
 CA0759                          STATION DESCRIPTION
 CA0759
 CA0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0759'8.5 KM (5.3 MI) NW FROM BRADY.
 CA0759'8.5 KM (5.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM THE COURT
 CA0759'HOUSE IN BRADY AND 14.7 KM (48.2 FT) NORTH-NORTHEAST OF THE CENTERLINE
 CA0759'OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0759'LOGO CAP.
 CA0759'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 CA0759'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0759
 CA0759                          STATION RECOVERY (1997)
 CA0759
 CA0759'RECOVERY NOTE BY US POWER SQUADRON 1997
 CA0759'RECOVERED IN GOOD CONDITION.
 CA0759
 CA0759                          STATION RECOVERY (2001)
 CA0759
 CA0759'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CA0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0093 ***********************************************************************
 DQ0093  DESIGNATION -  B 143
 DQ0093  PID         -  DQ0093
 DQ0093  STATE/COUNTY-  TX/TERRY
 DQ0093  USGS QUAD   -  WELLMAN (1969)
 DQ0093
 DQ0093                         *CURRENT SURVEY CONTROL
 DQ0093  ___________________________________________________________________
 DQ0093* NAD 83(1986)-  33 01 29.     (N)    102 27 29.     (W)     SCALED    
 DQ0093* NAVD 88     -      1023.399  (meters)    3357.60   (feet)  ADJUSTED  
 DQ0093  ___________________________________________________________________
 DQ0093  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 DQ0093  DYNAMIC HT  -        1022.041 (meters)    3353.15  (feet)  COMP
 DQ0093  MODELED GRAV-     979,275.2   (mgal)                       NAVD 88
 DQ0093
 DQ0093  VERT ORDER  -  FIRST     CLASS II
 DQ0093
 DQ0093.The horizontal coordinates were scaled from a topographic map and have
 DQ0093.an estimated accuracy of +/- 6 seconds.
 DQ0093
 DQ0093.The orthometric height was determined by differential leveling
 DQ0093.and adjusted by the National Geodetic Survey in June 1991..
 DQ0093
 DQ0093.The geoid height was determined by GEOID03.
 DQ0093
 DQ0093.The dynamic height is computed by dividing the NAVD 88
 DQ0093.geopotential number by the normal gravity value computed on the
 DQ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0093.degrees latitude (g = 980.6199 gals.).
 DQ0093
 DQ0093.The modeled gravity was interpolated from observed gravity values.
 DQ0093
 DQ0093;                    North         East    Units  Estimated Accuracy
 DQ0093;SPC TXNC     - 2,157,560.      230,350.      MT  (+/- 180 meters Scaled)
 DQ0093
 DQ0093                          SUPERSEDED SURVEY CONTROL
 DQ0093
 DQ0093  NGVD 29 (??/??/92) 1023.068  (m)         3356.52   (f) ADJ UNCH    1 2
 DQ0093
 DQ0093.Superseded values are not recommended for survey control.
 DQ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0093.See file dsdata.txt to determine how the superseded data were derived.
 DQ0093
 DQ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS374568(NAD 83)
 DQ0093_MARKER: DB = BENCH MARK DISK
 DQ0093_SETTING: 0 = UNSPECIFIED SETTING
 DQ0093_STAMPING: B 143 1934
 DQ0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0093
 DQ0093  HISTORY     - Date     Condition        Report By
 DQ0093  HISTORY     - 1934     MONUMENTED       CGS
 DQ0093  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0093
 DQ0093                          STATION DESCRIPTION
 DQ0093
 DQ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0093'8.3 MI NE FROM SEAGRAVES.
 DQ0093'8.3 MI. N.E. ALONG P. AND S.F. R.R. FROM R.R. STATION ALONG THE RIGHT
 DQ0093'OF WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA
 DQ0093'FE RAILROAD, 0.6 MILE S.W. OF MILE POST 54, AT SOUTH END OF DIRT CUT,
 DQ0093'2.3 MILES S.W. OF SIGNBOARD MARKED WELLMAN, 46 FEET S.E. OF TRACK, AND
 DQ0093'2 FEET N.W. OF RIGHT OF WAY FENCE.
 DQ0093
 DQ0093                          STATION RECOVERY (1963)
 DQ0093
 DQ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0736 ***********************************************************************
 CA0736  DESIGNATION -  B 1430
 CA0736  PID         -  CA0736
 CA0736  STATE/COUNTY-  TX/CONCHO
 CA0736  USGS QUAD   -  EDEN (1970)
 CA0736
 CA0736                         *CURRENT SURVEY CONTROL
 CA0736  ___________________________________________________________________
 CA0736* NAD 83(1986)-  31 13 00.     (N)    099 48 35.     (W)     SCALED    
 CA0736* NAVD 88     -       614.756  (meters)    2016.91   (feet)  ADJUSTED  
 CA0736  ___________________________________________________________________
 CA0736  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CA0736  DYNAMIC HT  -         613.904 (meters)    2014.12  (feet)  COMP
 CA0736  MODELED GRAV-     979,234.4   (mgal)                       NAVD 88
 CA0736
 CA0736  VERT ORDER  -  FIRST     CLASS II
 CA0736
 CA0736.The horizontal coordinates were scaled from a topographic map and have
 CA0736.an estimated accuracy of +/- 6 seconds.
 CA0736
 CA0736.The orthometric height was determined by differential leveling
 CA0736.and adjusted by the National Geodetic Survey in June 1991..
 CA0736
 CA0736.The geoid height was determined by GEOID03.
 CA0736
 CA0736.The dynamic height is computed by dividing the NAVD 88
 CA0736.geopotential number by the normal gravity value computed on the
 CA0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0736.degrees latitude (g = 980.6199 gals.).
 CA0736
 CA0736.The modeled gravity was interpolated from observed gravity values.
 CA0736
 CA0736;                    North         East    Units  Estimated Accuracy
 CA0736;SPC TX C     - 3,171,940.      749,890.      MT  (+/- 180 meters Scaled)
 CA0736
 CA0736                          SUPERSEDED SURVEY CONTROL
 CA0736
 CA0736.No superseded survey control is available for this station.
 CA0736
 CA0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV228538(NAD 83)
 CA0736_MARKER: DB = BENCH MARK DISK
 CA0736_SETTING: 66 = SET IN ROCK OUTCROP
 CA0736_SP_SET: ROCK OUTCROP
 CA0736_STAMPING: B 1430 1981
 CA0736_MARK LOGO: NGS   
 CA0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0736+STABILITY: POSITION/ELEVATION WELL
 CA0736
 CA0736  HISTORY     - Date     Condition        Report By
 CA0736  HISTORY     - 1981     MONUMENTED       NGS
 CA0736  HISTORY     - 19991231 GOOD             USPSQD
 CA0736
 CA0736                          STATION DESCRIPTION
 CA0736
 CA0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0736'3.5 KM (2.15 MI) SE FROM EDEN.
 CA0736'3.5 KM (2.15 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 87 FROM ITS
 CA0736'JUNCTION WITH U. S. HIGHWAY 83 IN EDEN, 0.1 KM (0.05 MI) SOUTHWEST OF
 CA0736'A ROAD SIDE PARK, IN THE CENTER OF AN 8 BY 8 FT EXPOSED AREA OF
 CA0736'OUTCROPPING BEDROCK AT THE WEST END OF A HIGHWAY CUT, 30.0 METERS
 CA0736'(98.4 FT) EAST OF THE WEST END OF THE CUT BANK, 12.6 METERS (41.3 FT)
 CA0736'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 3.3 METERS (10.8
 CA0736'FT) SOUTH-SOUTHEAST OF A FENCE.
 CA0736'THE MARK IS 0.2 METERS  ENE FROM A WITNESS POST.
 CA0736'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 CA0736
 CA0736                          STATION RECOVERY (1999)
 CA0736
 CA0736'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0781 ***********************************************************************
 CB0781  DESIGNATION -  B 1431
 CB0781  PID         -  CB0781
 CB0781  STATE/COUNTY-  TX/TOM GREEN
 CB0781  USGS QUAD   -  VANCOURT (1984)
 CB0781
 CB0781                         *CURRENT SURVEY CONTROL
 CB0781  ___________________________________________________________________
 CB0781* NAD 83(1986)-  31 20 37.     (N)    100 10 39.     (W)     SCALED    
 CB0781* NAVD 88     -       567.620  (meters)    1862.27   (feet)  ADJUSTED  
 CB0781  ___________________________________________________________________
 CB0781  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CB0781  DYNAMIC HT  -         566.844 (meters)    1859.72  (feet)  COMP
 CB0781  MODELED GRAV-     979,255.0   (mgal)                       NAVD 88
 CB0781
 CB0781  VERT ORDER  -  FIRST     CLASS II
 CB0781
 CB0781.The horizontal coordinates were scaled from a topographic map and have
 CB0781.an estimated accuracy of +/- 6 seconds.
 CB0781
 CB0781.The orthometric height was determined by differential leveling
 CB0781.and adjusted by the National Geodetic Survey in June 1991..
 CB0781
 CB0781.The geoid height was determined by GEOID03.
 CB0781
 CB0781.The dynamic height is computed by dividing the NAVD 88
 CB0781.geopotential number by the normal gravity value computed on the
 CB0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0781.degrees latitude (g = 980.6199 gals.).
 CB0781
 CB0781.The modeled gravity was interpolated from observed gravity values.
 CB0781
 CB0781;                    North         East    Units  Estimated Accuracy
 CB0781;SPC TX C     - 3,185,910.      714,830.      MT  (+/- 180 meters Scaled)
 CB0781
 CB0781                          SUPERSEDED SURVEY CONTROL
 CB0781
 CB0781.No superseded survey control is available for this station.
 CB0781
 CB0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV879682(NAD 83)
 CB0781_MARKER: I = METAL ROD
 CB0781_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0781+WITH SETTING: INFORMATION.
 CB0781_SP_SET: SHALLOW SET METAL ROD
 CB0781_STAMPING: B 1431 1981
 CB0781_MARK LOGO: NGS   
 CB0781_PROJECTION: FLUSH
 CB0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0781_ROD/PIPE-DEPTH: 2.4  meters
 CB0781
 CB0781  HISTORY     - Date     Condition        Report By
 CB0781  HISTORY     - 1981     MONUMENTED       NGS
 CB0781
 CB0781                          STATION DESCRIPTION
 CB0781
 CB0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0781'30.8 KM (19.15 MI) SE FROM SAN ANGELO.
 CB0781'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0781'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 20.1 KM (12.5 MI)
 CB0781'SOUTHEASTERLY ALONG U. S. HIGHWAY 87, 30.5 METERS (100.0 FT) WEST OF
 CB0781'THE NORTHWEST CORNER OF THE POST OFFICE IN VAN COURT, 15.0 METERS
 CB0781'(49.2 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.0
 CB0781'METERS (36.0 FT) WEST OF THE CENTER OF A PAVED ROAD LEADING NORTH AND
 CB0781'2.5 METERS (8.2 FT) WEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM
 CB0781'POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0781'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 CB0781'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1123 ***********************************************************************
 AJ1123  DESIGNATION -  B 1432
 AJ1123  PID         -  AJ1123
 AJ1123  STATE/COUNTY-  TX/WEBB
 AJ1123  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1123
 AJ1123                         *CURRENT SURVEY CONTROL
 AJ1123  ___________________________________________________________________
 AJ1123* NAD 83(1986)-  27 57 44.     (N)    099 31 04.     (W)     SCALED    
 AJ1123* NAVD 88     -       229.557  (meters)     753.14   (feet)  ADJUSTED  
 AJ1123  ___________________________________________________________________
 AJ1123  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AJ1123  DYNAMIC HT  -         229.201 (meters)     751.97  (feet)  COMP
 AJ1123  MODELED GRAV-     979,087.5   (mgal)                       NAVD 88
 AJ1123
 AJ1123  VERT ORDER  -  FIRST     CLASS II
 AJ1123
 AJ1123.The horizontal coordinates were scaled from a topographic map and have
 AJ1123.an estimated accuracy of +/- 6 seconds.
 AJ1123
 AJ1123.The orthometric height was determined by differential leveling
 AJ1123.and adjusted by the National Geodetic Survey in June 1991..
 AJ1123
 AJ1123.The geoid height was determined by GEOID03.
 AJ1123
 AJ1123.The dynamic height is computed by dividing the NAVD 88
 AJ1123.geopotential number by the normal gravity value computed on the
 AJ1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1123.degrees latitude (g = 980.6199 gals.).
 AJ1123
 AJ1123.The modeled gravity was interpolated from observed gravity values.
 AJ1123
 AJ1123;                    North         East    Units  Estimated Accuracy
 AJ1123;SPC TX S     - 5,254,740.      199,850.      MT  (+/- 180 meters Scaled)
 AJ1123
 AJ1123                          SUPERSEDED SURVEY CONTROL
 AJ1123
 AJ1123.No superseded survey control is available for this station.
 AJ1123
 AJ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR490931(NAD 83)
 AJ1123_MARKER: I = METAL ROD
 AJ1123_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1123+WITH SETTING: INFORMATION.
 AJ1123_SP_SET: SHALLOW SET METAL ROD
 AJ1123_STAMPING: B 1432 1982
 AJ1123_MARK LOGO: NGS   
 AJ1123_PROJECTION: FLUSH
 AJ1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1123+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AJ1123_ROD/PIPE-DEPTH: 2.3  meters
 AJ1123
 AJ1123  HISTORY     - Date     Condition        Report By
 AJ1123  HISTORY     - 1982     MONUMENTED       NGS
 AJ1123  HISTORY     - 20020326 GOOD             USPSQD
 AJ1123
 AJ1123                          STATION DESCRIPTION
 AJ1123
 AJ1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1123'24.7 KM (15.3 MI) NW FROM WEBB.
 AJ1123'24.7 KM (15.3 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1123'INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, AT A SLIGHT OFFSET IN RIGHT
 AJ1123'OF WAY FENCE LINE, AT THE NORTHEAST CORNER OF OFFSET AND 0.08 KM
 AJ1123'(0.05 MI) NORTHWEST OF A 3.0 METERS (10.0 FT) BOX CULVERT, 18.5 METERS
 AJ1123'(60.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.61 METERS
 AJ1123'(2.0 FT) SOUTHWEST OF A FENCE LINE, 0.61 METERS (2.0 FT) SOUTHEAST OF
 AJ1123'A CONCRETE HIGHWAY RIGHT OF WAY POST, AND 1.2 METERS (4.0 FT)
 AJ1123'SOUTHEAST OF A FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 AJ1123'THE MARK IS 0.61 METERS  WSW FROM A WITNESS POST.
 AJ1123'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AJ1123
 AJ1123                          STATION RECOVERY (2002)
 AJ1123
 AJ1123'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1581 ***********************************************************************
 AY1581  DESIGNATION -  B 1433
 AY1581  PID         -  AY1581
 AY1581  STATE/COUNTY-  TX/UVALDE
 AY1581  USGS QUAD   -  HACIENDA (1960)
 AY1581
 AY1581                         *CURRENT SURVEY CONTROL
 AY1581  ___________________________________________________________________
 AY1581* NAD 83(1986)-  29 14 20.     (N)    099 58 19.     (W)     SCALED    
 AY1581* NAVD 88     -       300.022  (meters)     984.32   (feet)  ADJUSTED  
 AY1581  ___________________________________________________________________
 AY1581  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AY1581  DYNAMIC HT  -         299.584 (meters)     982.89  (feet)  COMP
 AY1581  MODELED GRAV-     979,175.0   (mgal)                       NAVD 88
 AY1581
 AY1581  VERT ORDER  -  FIRST     CLASS II
 AY1581
 AY1581.The horizontal coordinates were scaled from a topographic map and have
 AY1581.an estimated accuracy of +/- 6 seconds.
 AY1581
 AY1581.The orthometric height was determined by differential leveling
 AY1581.and adjusted by the National Geodetic Survey in June 1991..
 AY1581
 AY1581.The geoid height was determined by GEOID03.
 AY1581
 AY1581.The dynamic height is computed by dividing the NAVD 88
 AY1581.geopotential number by the normal gravity value computed on the
 AY1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1581.degrees latitude (g = 980.6199 gals.).
 AY1581
 AY1581.The modeled gravity was interpolated from observed gravity values.
 AY1581
 AY1581;                    North         East    Units  Estimated Accuracy
 AY1581;SPC TXSC     - 4,156,170.      505,530.      MT  (+/- 180 meters Scaled)
 AY1581
 AY1581                          SUPERSEDED SURVEY CONTROL
 AY1581
 AY1581.No superseded survey control is available for this station.
 AY1581
 AY1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT055348(NAD 83)
 AY1581_MARKER: I = METAL ROD
 AY1581_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1581+WITH SETTING: INFORMATION.
 AY1581_SP_SET: SHALLOW SET METAL ROD
 AY1581_STAMPING: B 1433 1982
 AY1581_MARK LOGO: NGS   
 AY1581_PROJECTION: FLUSH
 AY1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1581_ROD/PIPE-DEPTH: 2.4  meters
 AY1581
 AY1581  HISTORY     - Date     Condition        Report By
 AY1581  HISTORY     - 1982     MONUMENTED       NGS
 AY1581
 AY1581                          STATION DESCRIPTION
 AY1581
 AY1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1581'17.5 KM (10.85 MI) WSW FROM UVALDE.
 AY1581'17.5 KM (10.85 MI) WEST SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 AY1581'SERVICE ROAD FROM THE STATION IN UVALDE, NEAR THE SOUTHERN PACIFIC
 AY1581'RAILROAD SIGNAL NUMBER 3119, 4.9 METERS (16.0 FT) SOUTH OF APPROXIMATE
 AY1581'CENTER OF RAILROAD SERVICE ROAD, 14.1 METERS (46.2 FT) SOUTH OF SOUTH
 AY1581'RAIL OF TRACKS, 47.6 METERS (156.0 FT) EAST OF RAILROAD SIGNAL NUMBER
 AY1581'3119, AND 0.30 METERS (1.0 FT) NORTH OF A FENCE.  NOTE, ROD DRIVEN TO
 AY1581'REFUSAL.
 AY1581'THE MARK IS 0.41 METERS  W FROM A WITNESS POST.
 AY1581'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0165 ***********************************************************************
 AP0165  DESIGNATION -  B 1434
 AP0165  PID         -  AP0165
 AP0165  STATE/COUNTY-  TX/MAVERICK
 AP0165  USGS QUAD   -  PALOMA (1974)
 AP0165
 AP0165                         *CURRENT SURVEY CONTROL
 AP0165  ___________________________________________________________________
 AP0165* NAD 83(1986)-  28 57 37.     (N)    100 29 40.     (W)     SCALED    
 AP0165* NAVD 88     -       273.555  (meters)     897.49   (feet)  ADJUSTED  
 AP0165  ___________________________________________________________________
 AP0165  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AP0165  DYNAMIC HT  -         273.151 (meters)     896.16  (feet)  COMP
 AP0165  MODELED GRAV-     979,160.6   (mgal)                       NAVD 88
 AP0165
 AP0165  VERT ORDER  -  FIRST     CLASS II
 AP0165
 AP0165.The horizontal coordinates were scaled from a topographic map and have
 AP0165.an estimated accuracy of +/- 6 seconds.
 AP0165
 AP0165.The orthometric height was determined by differential leveling
 AP0165.and adjusted by the National Geodetic Survey in June 1991..
 AP0165
 AP0165.The geoid height was determined by GEOID03.
 AP0165
 AP0165.The dynamic height is computed by dividing the NAVD 88
 AP0165.geopotential number by the normal gravity value computed on the
 AP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0165.degrees latitude (g = 980.6199 gals.).
 AP0165
 AP0165.The modeled gravity was interpolated from observed gravity values.
 AP0165
 AP0165;                    North         East    Units  Estimated Accuracy
 AP0165;SPC TXSC     - 4,125,830.      454,350.      MT  (+/- 180 meters Scaled)
 AP0165
 AP0165                          SUPERSEDED SURVEY CONTROL
 AP0165
 AP0165.No superseded survey control is available for this station.
 AP0165
 AP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT543045(NAD 83)
 AP0165_MARKER: I = METAL ROD
 AP0165_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0165_SP_SET: STAINLESS STEEL ROD
 AP0165_STAMPING: B 1434 1982
 AP0165_MARK LOGO: NGS   
 AP0165_PROJECTION: FLUSH
 AP0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0165_ROD/PIPE-DEPTH: 3.0  meters
 AP0165
 AP0165  HISTORY     - Date     Condition        Report By
 AP0165  HISTORY     - 1982     MONUMENTED       NGS
 AP0165
 AP0165                          STATION DESCRIPTION
 AP0165
 AP0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0165'25.5 KM (15.8 MI) SSW FROM SPOFFORD.
 AP0165'25.5 KM (15.8 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AP0165'JUNCTION OF FARM ROAD 1572 IN SPOFFORD, NEAR A LONE METAL PIPE CULVERT
 AP0165'UNDER THE HIGHWAY, 18.0 METERS (59.0 FT) EAST SOUTHEAST OF CENTERLINE
 AP0165'OF HIGHWAY, 23.2 METERS (76.11 FT) SOUTH SOUTHWEST OF A 62 CM
 AP0165'(24 IN) MESQUITE TREE, 33.8 METERS (110.7 FT) NORTHEAST OF THE EAST
 AP0165'END OF A 77 CM (30 IN) METAL PIPE CULVERT, AND 0.30 METERS (1.0 FT)
 AP0165'WEST NORTHWEST OF A FENCE LINE, NOTE, ROD DRIVEN TO REFUSAL.
 AP0165'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AP0165'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1194 ***********************************************************************
 AB1194  DESIGNATION -  B 1435
 AB1194  PID         -  AB1194
 AB1194  STATE/COUNTY-  TX/CAMERON
 AB1194  USGS QUAD   -  OLMITO (1983)
 AB1194
 AB1194                         *CURRENT SURVEY CONTROL
 AB1194  ___________________________________________________________________
 AB1194* NAD 83(1986)-  26 00 57.     (N)    097 31 51.     (W)     SCALED    
 AB1194* NAVD 88     -         9.291  (meters)      30.48   (feet)  ADJUSTED  
 AB1194  ___________________________________________________________________
 AB1194  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 AB1194  DYNAMIC HT  -           9.276 (meters)      30.43  (feet)  COMP
 AB1194  MODELED GRAV-     979,032.2   (mgal)                       NAVD 88
 AB1194
 AB1194  VERT ORDER  -  FIRST     CLASS II
 AB1194
 AB1194.The horizontal coordinates were scaled from a topographic map and have
 AB1194.an estimated accuracy of +/- 6 seconds.
 AB1194
 AB1194.The orthometric height was determined by differential leveling
 AB1194.and adjusted by the National Geodetic Survey in June 1991..
 AB1194
 AB1194.The geoid height was determined by GEOID03.
 AB1194
 AB1194.The dynamic height is computed by dividing the NAVD 88
 AB1194.geopotential number by the normal gravity value computed on the
 AB1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1194.degrees latitude (g = 980.6199 gals.).
 AB1194
 AB1194.The modeled gravity was interpolated from observed gravity values.
 AB1194
 AB1194;                    North         East    Units  Estimated Accuracy
 AB1194;SPC TX S     - 5,039,060.      397,020.      MT  (+/- 180 meters Scaled)
 AB1194
 AB1194                          SUPERSEDED SURVEY CONTROL
 AB1194
 AB1194.No superseded survey control is available for this station.
 AB1194
 AB1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP470782(NAD 83)
 AB1194_MARKER: I = METAL ROD
 AB1194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1194_SP_SET: STAINLESS STEEL ROD
 AB1194_STAMPING: B 1435 1981
 AB1194_MARK LOGO: NGS   
 AB1194_PROJECTION: FLUSH
 AB1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1194_ROD/PIPE-DEPTH: 9.7  meters
 AB1194
 AB1194  HISTORY     - Date     Condition        Report By
 AB1194  HISTORY     - 1981     MONUMENTED       NGS
 AB1194  HISTORY     - 19910313 GOOD             USPSQD
 AB1194
 AB1194                          STATION DESCRIPTION
 AB1194
 AB1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1194'1.4 KM (0.9 MI) SSE FROM OLMITO.
 AB1194'1.4 KM (0.9 MI) SOUTH SOUTHEAST ALONG U.S. HIGHWAY 77 FROM THE
 AB1194'JUNCTION OF FARM ROADS 803 AND 511 IN OLMITO AT THE JUNCTION OF FARM
 AB1194'ROAD 1732, IS SET AT THE NORTHEAST CORNER OF THE KOA CAMPGROUNDS,
 AB1194'10.0 METERS (33.5 FT) WEST SOUTHWEST OF THE CENTER OF THE WEST SERVICE
 AB1194'ROAD OF U.S. HIGHWAY 77, 19.5 METERS (64.0 FT) SOUTH SOUTHEAST OF THE
 AB1194'CENTERLINE OF FARM ROAD 1732, 7.3 METERS (24.0 FT) SOUTH SOUTHEAST OF
 AB1194'THE 4 X 4 CORNER FENCE POST, 1.2 METERS (4.0 FT) NORTH OF A POWERLINE
 AB1194'POLE WITH A SECURITY LIGHT AND ACROSS THE WOODEN FENCE, 0.3 METER
 AB1194'(1.0 FT) EAST SOUTHEAST OF THE THREE BOARD WOODEN FENCE, AND
 AB1194'15.5 METERS (51.0 FT) NORTH NORTHWEST OF A SLIGHT TURN TO THE RIGHT IN
 AB1194'THE THREE BOARD WOODEN FENCE.
 AB1194'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 AB1194'THE MARK IS ABOVE LEVEL WITH THE SERVICE ROAD.
 AB1194
 AB1194                          STATION RECOVERY (1991)
 AB1194
 AB1194'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1221 ***********************************************************************
 AB1221  DESIGNATION -  B 1436
 AB1221  PID         -  AB1221
 AB1221  STATE/COUNTY-  TX/CAMERON
 AB1221  USGS QUAD   -  PORT ISABEL (1983)
 AB1221
 AB1221                         *CURRENT SURVEY CONTROL
 AB1221  ___________________________________________________________________
 AB1221* NAD 83(1986)-  26 04 39.     (N)    097 14 08.     (W)     SCALED    
 AB1221* NAVD 88     -         1.655  (meters)       5.43   (feet)  ADJUSTED  
 AB1221  ___________________________________________________________________
 AB1221  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 AB1221  DYNAMIC HT  -           1.653 (meters)       5.42  (feet)  COMP
 AB1221  MODELED GRAV-     979,065.1   (mgal)                       NAVD 88
 AB1221
 AB1221  VERT ORDER  -  FIRST     CLASS II
 AB1221
 AB1221.The horizontal coordinates were scaled from a topographic map and have
 AB1221.an estimated accuracy of +/- 6 seconds.
 AB1221
 AB1221.The orthometric height was determined by differential leveling
 AB1221.and adjusted by the National Geodetic Survey in June 1991..
 AB1221
 AB1221.The geoid height was determined by GEOID03.
 AB1221
 AB1221.The dynamic height is computed by dividing the NAVD 88
 AB1221.geopotential number by the normal gravity value computed on the
 AB1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1221.degrees latitude (g = 980.6199 gals.).
 AB1221
 AB1221.The modeled gravity was interpolated from observed gravity values.
 AB1221
 AB1221;                    North         East    Units  Estimated Accuracy
 AB1221;SPC TX S     - 5,046,150.      426,510.      MT  (+/- 180 meters Scaled)
 AB1221
 AB1221                          SUPERSEDED SURVEY CONTROL
 AB1221
 AB1221.No superseded survey control is available for this station.
 AB1221
 AB1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP764854(NAD 83)
 AB1221_MARKER: I = METAL ROD
 AB1221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1221_SP_SET: STAINLESS STEEL ROD
 AB1221_STAMPING: B 1436 1982
 AB1221_MARK LOGO: NGS   
 AB1221_PROJECTION: RECESSED 3 CENTIMETERS
 AB1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1221_ROD/PIPE-DEPTH: 15.8 meters
 AB1221
 AB1221  HISTORY     - Date     Condition        Report By
 AB1221  HISTORY     - 1982     MONUMENTED       NGS
 AB1221  HISTORY     - 19910424 GOOD             USPSQD
 AB1221  HISTORY     - 19930210 GOOD             USPSQD
 AB1221  HISTORY     - 20030619 GOOD             INDIV
 AB1221
 AB1221                          STATION DESCRIPTION
 AB1221
 AB1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1221'3.2 KM (2.9 MI) WEST FROM PORT ISABEL.
 AB1221'3.2 KM (2.0 MI) WEST ALONG STATE HIGHWAY 100 FROM THE OLD PORT ISABEL
 AB1221'LIGHTHOUSE IN PORT ISABEL AT A POWERLINE POLE ON THE NORTH NORTHEAST
 AB1221'SIDE OF THE HIGHWAY, SET WEST OF THE SECOND ONE OF FOUR POWERLINE
 AB1221'POLES WHICH HAS OVERHEAD GUY CABLES CROSSING THE HIGHWAY TO THE HIGH
 AB1221'TENSION POWERLINE, 15.4 METERS (50.5 FT) NORTH NORTHEAST OF THE
 AB1221'CENTERLINE OF HIGHWAY 100, 0.9 METER (3.0 FT) WEST OF A POWERLINE POLE
 AB1221'WITH A GUY CABLE TO THE NORTH NORTHEAST, 0.3 METER (1.0 FT) SOUTH
 AB1221'SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE, AND 7.4 METERS (24.5 FT)
 AB1221'SOUTH OF A GUY CABLE ANCHOR.
 AB1221'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 AB1221'THE MARK IS 0.6 M BELOW HIGHWAY.
 AB1221
 AB1221                          STATION RECOVERY (1991)
 AB1221
 AB1221'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1221'RECOVERED IN GOOD CONDITION.
 AB1221
 AB1221                          STATION RECOVERY (1993)
 AB1221
 AB1221'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1221'RECOVERED IN GOOD CONDITION.
 AB1221
 AB1221                          STATION RECOVERY (2003)
 AB1221
 AB1221'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RG)
 AB1221'MGM ENGINEERING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1651 ***********************************************************************
 AY1651  DESIGNATION -  B 1437
 AY1651  PID         -  AY1651
 AY1651  STATE/COUNTY-  TX/BEXAR
 AY1651  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1651
 AY1651                         *CURRENT SURVEY CONTROL
 AY1651  ___________________________________________________________________
 AY1651* NAD 83(1986)-  29 25 58.     (N)    098 30 04.     (W)     SCALED    
 AY1651* NAVD 88     -       198.562  (meters)     651.45   (feet)  ADJUSTED  
 AY1651  ___________________________________________________________________
 AY1651  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AY1651  DYNAMIC HT  -         198.273 (meters)     650.50  (feet)  COMP
 AY1651  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 AY1651
 AY1651  VERT ORDER  -  FIRST     CLASS II
 AY1651
 AY1651.The horizontal coordinates were scaled from a topographic map and have
 AY1651.an estimated accuracy of +/- 6 seconds.
 AY1651
 AY1651.The orthometric height was determined by differential leveling
 AY1651.and adjusted by the National Geodetic Survey in June 1991..
 AY1651
 AY1651.The geoid height was determined by GEOID03.
 AY1651
 AY1651.The dynamic height is computed by dividing the NAVD 88
 AY1651.geopotential number by the normal gravity value computed on the
 AY1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1651.degrees latitude (g = 980.6199 gals.).
 AY1651
 AY1651.The modeled gravity was interpolated from observed gravity values.
 AY1651
 AY1651;                    North         East    Units  Estimated Accuracy
 AY1651;SPC TXSC     - 4,177,360.      648,400.      MT  (+/- 180 meters Scaled)
 AY1651
 AY1651                          SUPERSEDED SURVEY CONTROL
 AY1651
 AY1651.No superseded survey control is available for this station.
 AY1651
 AY1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT483560(NAD 83)
 AY1651_MARKER: DB = BENCH MARK DISK
 AY1651_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1651_SP_SET: BRIDGE PIER
 AY1651_STAMPING: B 1437 1982
 AY1651_MARK LOGO: NGS   
 AY1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1651
 AY1651  HISTORY     - Date     Condition        Report By
 AY1651  HISTORY     - 1982     MONUMENTED       NGS
 AY1651  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY1651
 AY1651                          STATION DESCRIPTION
 AY1651
 AY1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1651'IN SAN ANTONIO.
 AY1651'1.2 KM (0.75 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1651'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, AT
 AY1651'WEST ELMIRA STREET LEADING EAST NORTHEAST, THE DISK IS SET VERTICALLY
 AY1651'IN THE NORTHWEST FACE OF THE SECOND BRIDGE PIER WEST OF CAMARON
 AY1651'STREET, 12.4 METERS (41.0 FT) WEST SOUTHWEST OF THE CENTERLINE OF
 AY1651'CAMARON STREET, 8.2 METERS (27.0 FT) NORTH NORTHWEST OF AN EXTENDED
 AY1651'CENTERLINE OF WEST ELMIRA STREET, AND 19.8 METERS (65.0 FT) NORTH OF
 AY1651'THE CENTER OF THE STEPS AT THE EAST END OF A CONCRETE PEDESTRIAN
 AY1651'WALKWAY OVER I 10 HIGHWAY EAST.
 AY1651'THE MARK IS 1.4 M ABOVE GROUND.
 AY1651
 AY1651                          STATION RECOVERY (1995)
 AY1651
 AY1651'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0499 ***********************************************************************
 AO0499  DESIGNATION -  B 1438
 AO0499  PID         -  AO0499
 AO0499  STATE/COUNTY-  TX/WEBB
 AO0499  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0499
 AO0499                         *CURRENT SURVEY CONTROL
 AO0499  ___________________________________________________________________
 AO0499* NAD 83(1986)-  28 05 19.     (N)    099 34 13.     (W)     SCALED    
 AO0499* NAVD 88     -       226.278  (meters)     742.38   (feet)  ADJUSTED  
 AO0499  ___________________________________________________________________
 AO0499  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0499  DYNAMIC HT  -         225.929 (meters)     741.24  (feet)  COMP
 AO0499  MODELED GRAV-     979,098.9   (mgal)                       NAVD 88
 AO0499
 AO0499  VERT ORDER  -  FIRST     CLASS II
 AO0499
 AO0499.The horizontal coordinates were scaled from a topographic map and have
 AO0499.an estimated accuracy of +/- 6 seconds.
 AO0499
 AO0499.The orthometric height was determined by differential leveling
 AO0499.and adjusted by the National Geodetic Survey in June 1991..
 AO0499
 AO0499.The geoid height was determined by GEOID03.
 AO0499
 AO0499.The dynamic height is computed by dividing the NAVD 88
 AO0499.geopotential number by the normal gravity value computed on the
 AO0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0499.degrees latitude (g = 980.6199 gals.).
 AO0499
 AO0499.The modeled gravity was interpolated from observed gravity values.
 AO0499
 AO0499;                    North         East    Units  Estimated Accuracy
 AO0499;SPC TX S     - 5,268,790.      194,810.      MT  (+/- 180 meters Scaled)
 AO0499
 AO0499                          SUPERSEDED SURVEY CONTROL
 AO0499
 AO0499.No superseded survey control is available for this station.
 AO0499
 AO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS439071(NAD 83)
 AO0499_MARKER: I = METAL ROD
 AO0499_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0499+WITH SETTING: INFORMATION.
 AO0499_SP_SET: SHALLOW SET METAL ROD
 AO0499_STAMPING: B 1438 1982
 AO0499_MARK LOGO: NGS   
 AO0499_PROJECTION: FLUSH
 AO0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0499_ROD/PIPE-DEPTH: 3.7  meters
 AO0499
 AO0499  HISTORY     - Date     Condition        Report By
 AO0499  HISTORY     - 1982     MONUMENTED       NGS
 AO0499
 AO0499                          STATION DESCRIPTION
 AO0499
 AO0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0499'30.3 KM (18.85 MI) SE FROM WEBB.
 AO0499'30.3 KM (18.85 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 AO0499'OF INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB AT A DIRT ROAD LEADING TO
 AO0499'THE CACTUS JACK RANCH, 15.36 METERS (48.0 FT) NORTHEAST OF THE CENTER
 AO0499'LINE OF U.S. HIGHWAY 83, 19.2 METERS (60.0 FT) SOUTHWEST OF THE CENTER
 AO0499'OF A STEEL TUBING GATE, 15.68 METERS (49.0 FT) SOUTH OF THE CENTERLINE
 AO0499'OF A DIRT ROAD LEADING EAST, 0.8 METER (2.5 FT) SOUTHWEST OF THE SOUTH
 AO0499'WEST CORNER POST, AND 0.48 METERS (1.5 FT) WEST OF FENCE.
 AO0499'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 AO0499'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0522 ***********************************************************************
 AO0522  DESIGNATION -  B 1439
 AO0522  PID         -  AO0522
 AO0522  STATE/COUNTY-  TX/DIMMIT
 AO0522  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0522
 AO0522                         *CURRENT SURVEY CONTROL
 AO0522  ___________________________________________________________________
 AO0522* NAD 83(1986)-  28 33 46.     (N)    099 54 05.     (W)     SCALED    
 AO0522* NAVD 88     -       195.565  (meters)     641.62   (feet)  ADJUSTED  
 AO0522  ___________________________________________________________________
 AO0522  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AO0522  DYNAMIC HT  -         195.273 (meters)     640.66  (feet)  COMP
 AO0522  MODELED GRAV-     979,145.2   (mgal)                       NAVD 88
 AO0522
 AO0522  VERT ORDER  -  FIRST     CLASS II
 AO0522
 AO0522.The horizontal coordinates were scaled from a topographic map and have
 AO0522.an estimated accuracy of +/- 6 seconds.
 AO0522
 AO0522.The orthometric height was determined by differential leveling
 AO0522.and adjusted by the National Geodetic Survey in June 1991..
 AO0522
 AO0522.The geoid height was determined by GEOID03.
 AO0522
 AO0522.The dynamic height is computed by dividing the NAVD 88
 AO0522.geopotential number by the normal gravity value computed on the
 AO0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0522.degrees latitude (g = 980.6199 gals.).
 AO0522
 AO0522.The modeled gravity was interpolated from observed gravity values.
 AO0522
 AO0522;                    North         East    Units  Estimated Accuracy
 AO0522;SPC TXSC     - 4,081,180.      511,810.      MT  (+/- 180 meters Scaled)
 AO0522
 AO0522                          SUPERSEDED SURVEY CONTROL
 AO0522
 AO0522.No superseded survey control is available for this station.
 AO0522
 AO0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS118598(NAD 83)
 AO0522_MARKER: I = METAL ROD
 AO0522_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0522+WITH SETTING: INFORMATION.
 AO0522_SP_SET: SHALLOW SET METAL ROD
 AO0522_STAMPING: B 1439 1982
 AO0522_MARK LOGO: NGS   
 AO0522_PROJECTION: FLUSH
 AO0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0522_ROD/PIPE-DEPTH: 2.4  meters
 AO0522
 AO0522  HISTORY     - Date     Condition        Report By
 AO0522  HISTORY     - 1982     MONUMENTED       NGS
 AO0522  HISTORY     - 19970531 GOOD             USPSQD
 AO0522
 AO0522                          STATION DESCRIPTION
 AO0522
 AO0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0522'6.2 KM (3.85 MI) NW FROM CARRIZO SPRINGS.
 AO0522'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0522'SPRINGS, THENCE 6.2 KM (3.85 MI) NORTHWEST ALONG U.S. HIGHWAY 277 AT
 AO0522'AN UNDERGROUND PETROLEUM PIPELINE, 26.8 METERS (88.0 FT) SOUTHWEST OF
 AO0522'THE CENTERLINE OF THE HIGHWAY, 13.7 METERS (45.0 FT) NORTHWEST OF THE
 AO0522'CENTER OF AN UNDERGROUND PETRO PIPELINE, 10.0 METERS (33.0 FT)
 AO0522'NORTHWEST OF PETRO PIPELINE VENT PIPE, 0.9 METER (3.0 FT) SOUTHEAST OF
 AO0522'A POWER POLE, AND 0.4 METER (1.5 FT) NORTHEAST OF A FENCE.
 AO0522'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 AO0522'THE MARK IS 0.6 M BELOW HIGHWAY.
 AO0522
 AO0522                          STATION RECOVERY (1997)
 AO0522
 AO0522'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0133 ***********************************************************************
 CV0133  DESIGNATION -  B 144
 CV0133  PID         -  CV0133
 CV0133  STATE/COUNTY-  TX/ANDREWS
 CV0133  USGS QUAD   -  ANDREWS (1970)
 CV0133
 CV0133                         *CURRENT SURVEY CONTROL
 CV0133  ___________________________________________________________________
 CV0133* NAD 83(1986)-  32 19 03.     (N)    102 33 14.     (W)     SCALED    
 CV0133* NAVD 88     -       968.390  (meters)    3177.13   (feet)  ADJUSTED  
 CV0133  ___________________________________________________________________
 CV0133  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CV0133  DYNAMIC HT  -         967.046 (meters)    3172.72  (feet)  COMP
 CV0133  MODELED GRAV-     979,217.1   (mgal)                       NAVD 88
 CV0133
 CV0133  VERT ORDER  -  FIRST     CLASS II
 CV0133
 CV0133.The horizontal coordinates were scaled from a topographic map and have
 CV0133.an estimated accuracy of +/- 6 seconds.
 CV0133
 CV0133.The orthometric height was determined by differential leveling
 CV0133.and adjusted by the National Geodetic Survey in June 1991..
 CV0133
 CV0133.The geoid height was determined by GEOID03.
 CV0133
 CV0133.The dynamic height is computed by dividing the NAVD 88
 CV0133.geopotential number by the normal gravity value computed on the
 CV0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0133.degrees latitude (g = 980.6199 gals.).
 CV0133
 CV0133.The modeled gravity was interpolated from observed gravity values.
 CV0133
 CV0133;                    North         East    Units  Estimated Accuracy
 CV0133;SPC TXNC     - 2,079,540.      218,370.      MT  (+/- 180 meters Scaled)
 CV0133
 CV0133                          SUPERSEDED SURVEY CONTROL
 CV0133
 CV0133  NGVD 29 (??/??/92)  967.958  (m)         3175.71   (f) ADJ UNCH    1 2
 CV0133
 CV0133.Superseded values are not recommended for survey control.
 CV0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0133.See file dsdata.txt to determine how the superseded data were derived.
 CV0133
 CV0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR302782(NAD 83)
 CV0133_MARKER: DM = MAGNETIC STATION DISK
 CV0133_SETTING: 0 = UNSPECIFIED SETTING
 CV0133_STAMPING: B 144 1934
 CV0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0133
 CV0133  HISTORY     - Date     Condition        Report By
 CV0133  HISTORY     - 1934     MONUMENTED       CGS
 CV0133  HISTORY     - 1970     MARK NOT FOUND   USGS
 CV0133
 CV0133                          STATION DESCRIPTION
 CV0133
 CV0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0133'IN ANDREWS.
 CV0133'AT ANDREWS IN THE LAWN OF THE ANDREWS COUNTY COURT HOUSE, 87 FT. EAST
 CV0133'OF THE COURT HOUSE BLDG., 43 FT. WEST OF THE EAST EDGE OF THE LAWN,
 CV0133'111 FT. SOUTH OF THE SOUTH FACE OF THE BRICK JAIL BLDG., AND ON THE
 CV0133'SOUTH EDGE OF THE GRAVEL WALK LEADING TO EAST COURT HOUSE ENTRANCE.
 CV0133'MARK IS 6 INCHES BELOW SURFACE OF GROUND.
 CV0133
 CV0133                          STATION RECOVERY (1970)
 CV0133
 CV0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CV0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0144 ***********************************************************************
 AP0144  DESIGNATION -  B 1440
 AP0144  PID         -  AP0144
 AP0144  STATE/COUNTY-  TX/MAVERICK
 AP0144  USGS QUAD   -  EAGLE PASS WEST (1983)
 AP0144
 AP0144                         *CURRENT SURVEY CONTROL
 AP0144  ___________________________________________________________________
 AP0144* NAD 83(1986)-  28 42 33.     (N)    100 30 03.     (W)     SCALED    
 AP0144* NAVD 88     -       223.727  (meters)     734.01   (feet)  ADJUSTED  
 AP0144  ___________________________________________________________________
 AP0144  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0144  DYNAMIC HT  -         223.393 (meters)     732.92  (feet)  COMP
 AP0144  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 AP0144
 AP0144  VERT ORDER  -  FIRST     CLASS II
 AP0144
 AP0144.The horizontal coordinates were scaled from a topographic map and have
 AP0144.an estimated accuracy of +/- 6 seconds.
 AP0144
 AP0144.The orthometric height was determined by differential leveling
 AP0144.and adjusted by the National Geodetic Survey in June 1991..
 AP0144
 AP0144.The geoid height was determined by GEOID03.
 AP0144
 AP0144.The dynamic height is computed by dividing the NAVD 88
 AP0144.geopotential number by the normal gravity value computed on the
 AP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0144.degrees latitude (g = 980.6199 gals.).
 AP0144
 AP0144.The modeled gravity was interpolated from observed gravity values.
 AP0144
 AP0144;                    North         East    Units  Estimated Accuracy
 AP0144;SPC TXSC     - 4,098,010.      453,370.      MT  (+/- 180 meters Scaled)
 AP0144
 AP0144                          SUPERSEDED SURVEY CONTROL
 AP0144
 AP0144.No superseded survey control is available for this station.
 AP0144
 AP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS534766(NAD 83)
 AP0144_MARKER: I = METAL ROD
 AP0144_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0144_SP_SET: STAINLESS STEEL ROD
 AP0144_STAMPING: B 1440 1982
 AP0144_MARK LOGO: NGS   
 AP0144_PROJECTION: FLUSH
 AP0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0144_ROD/PIPE-DEPTH: 5.1  meters
 AP0144
 AP0144  HISTORY     - Date     Condition        Report By
 AP0144  HISTORY     - 1982     MONUMENTED       NGS
 AP0144
 AP0144                          STATION DESCRIPTION
 AP0144
 AP0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0144'IN EAGLE PASS.
 AP0144'IN EAGLE PASS, AT THE PUBLIC LIBRARY, WHICH IS LOCATED AT THE JUNCTION
 AP0144'OF MAIN STREET AND MONROE STREET, 42.3 METERS (139.0 FT) WEST OF
 AP0144'CENTERLINE OF MONROE STREET, 11.5 METERS (38.0 FT) NORTH OF CENTERLINE
 AP0144'OF MAIN STREET, 30.1 METERS (99.0 FT) EAST SOUTHEAST OF SOUTHEAST
 AP0144'CORNER OF OLD COURTHOUSE, 2.1 METERS (7.0 FT) SOUTH OF SOUTHWEST
 AP0144'CORNER OF LIBRARY, 13.7 METERS (45.0 FT) WEST OF EXTENDED CENTER OF
 AP0144'MAIN DOORS OF LIBRARY, AND 1.2 METERS (4.0 FT) WEST OF A FLAGPOLE.
 AP0144'THE MARK IS 0.3 M ABOVE MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0896 ***********************************************************************
 CA0896  DESIGNATION -  B 1441
 CA0896  PID         -  CA0896
 CA0896  STATE/COUNTY-  TX/MCCULLOCH
 CA0896  USGS QUAD   -  BRADY SOUTH (1987)
 CA0896
 CA0896                         *CURRENT SURVEY CONTROL
 CA0896  ___________________________________________________________________
 CA0896* NAD 83(1986)-  31 04 11.     (N)    099 18 48.     (W)     SCALED    
 CA0896* NAVD 88     -       545.987  (meters)    1791.29   (feet)  ADJUSTED  
 CA0896  ___________________________________________________________________
 CA0896  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CA0896  DYNAMIC HT  -         545.252 (meters)    1788.88  (feet)  COMP
 CA0896  MODELED GRAV-     979,276.5   (mgal)                       NAVD 88
 CA0896
 CA0896  VERT ORDER  -  FIRST     CLASS II
 CA0896
 CA0896.The horizontal coordinates were scaled from a topographic map and have
 CA0896.an estimated accuracy of +/- 6 seconds.
 CA0896
 CA0896.The orthometric height was determined by differential leveling
 CA0896.and adjusted by the National Geodetic Survey in June 1991..
 CA0896
 CA0896.The geoid height was determined by GEOID03.
 CA0896
 CA0896.The dynamic height is computed by dividing the NAVD 88
 CA0896.geopotential number by the normal gravity value computed on the
 CA0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0896.degrees latitude (g = 980.6199 gals.).
 CA0896
 CA0896.The modeled gravity was interpolated from observed gravity values.
 CA0896
 CA0896;                    North         East    Units  Estimated Accuracy
 CA0896;SPC TX C     - 3,155,980.      797,330.      MT  (+/- 180 meters Scaled)
 CA0896
 CA0896                          SUPERSEDED SURVEY CONTROL
 CA0896
 CA0896.No superseded survey control is available for this station.
 CA0896
 CA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV701373(NAD 83)
 CA0896_MARKER: I = METAL ROD
 CA0896_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0896+WITH SETTING: INFORMATION.
 CA0896_SP_SET: SHALLOW SET METAL ROD
 CA0896_STAMPING: B 1441 1982
 CA0896_MARK LOGO: NGS   
 CA0896_PROJECTION: FLUSH
 CA0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0896+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 CA0896_ROD/PIPE-DEPTH: 1.0  meters
 CA0896
 CA0896  HISTORY     - Date     Condition        Report By
 CA0896  HISTORY     - 1982     MONUMENTED       NGS
 CA0896  HISTORY     - 19950814 GOOD             USPSQD
 CA0896  HISTORY     - 20060318 GOOD             USPSQD
 CA0896
 CA0896                          STATION DESCRIPTION
 CA0896
 CA0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0896'7.65 KM (4.75 MI) SE FROM BRADY.
 CA0896'7.65 KM (4.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 CA0896'IN BRADY, SET AT A PRIVATE ROAD LEADING NORTHEAST, 18.8 METERS
 CA0896'(62.0 FT) SOUTHEAST OF CENTER OF PRIVATE ROAD LEADING NORTHEAST,
 CA0896'30.1 METERS (99.0 FT) NORTHEAST OF CENTERLINE OF HIGHWAY, 14.7 METERS
 CA0896'(48.5 FT) NORTHWEST OF A TELEPHONE POLE, 9.7 (32.0 FT) SOUTHEAST OF A
 CA0896'CORNER FENCE POST, AND 3.0 METERS (1.0 FT) SOUTHWEST OF RIGHT-OF-WAY
 CA0896'FENCE, NOTE, ROD DRIVEN TO REFUSAL.
 CA0896'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CA0896'THE MARK IS 0.6 M BELOW HIGHWAY.
 CA0896
 CA0896                          STATION RECOVERY (1995)
 CA0896
 CA0896'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0896'RECOVERED IN GOOD CONDITION.
 CA0896
 CA0896                          STATION RECOVERY (2006)
 CA0896
 CA0896'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0896'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0696 ***********************************************************************
 CB0696  DESIGNATION -  B 1442
 CB0696  PID         -  CB0696
 CB0696  STATE/COUNTY-  TX/REAGAN
 CB0696  USGS QUAD   -  BIG LAKE (1971)
 CB0696
 CB0696                         *CURRENT SURVEY CONTROL
 CB0696  ___________________________________________________________________
 CB0696* NAD 83(1986)-  31 11 00.     (N)    101 24 33.     (W)     SCALED    
 CB0696* NAVD 88     -       827.331  (meters)    2714.34   (feet)  ADJUSTED  
 CB0696  ___________________________________________________________________
 CB0696  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CB0696  DYNAMIC HT  -         826.125 (meters)    2710.38  (feet)  COMP
 CB0696  MODELED GRAV-     979,155.6   (mgal)                       NAVD 88
 CB0696
 CB0696  VERT ORDER  -  FIRST     CLASS II
 CB0696
 CB0696.The horizontal coordinates were scaled from a topographic map and have
 CB0696.an estimated accuracy of +/- 6 seconds.
 CB0696
 CB0696.The orthometric height was determined by differential leveling
 CB0696.and adjusted by the National Geodetic Survey in June 1991..
 CB0696
 CB0696.The geoid height was determined by GEOID03.
 CB0696
 CB0696.The dynamic height is computed by dividing the NAVD 88
 CB0696.geopotential number by the normal gravity value computed on the
 CB0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0696.degrees latitude (g = 980.6199 gals.).
 CB0696
 CB0696.The modeled gravity was interpolated from observed gravity values.
 CB0696
 CB0696;                    North         East    Units  Estimated Accuracy
 CB0696;SPC TX C     - 3,168,630.      597,460.      MT  (+/- 180 meters Scaled)
 CB0696
 CB0696                          SUPERSEDED SURVEY CONTROL
 CB0696
 CB0696.No superseded survey control is available for this station.
 CB0696
 CB0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV704524(NAD 83)
 CB0696_MARKER: DB = BENCH MARK DISK
 CB0696_SETTING: 66 = SET IN ROCK OUTCROP
 CB0696_SP_SET: ROCK OUTCROP
 CB0696_STAMPING: B 1442 1981
 CB0696_MARK LOGO: NGS   
 CB0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0696+STABILITY: POSITION/ELEVATION WELL
 CB0696
 CB0696  HISTORY     - Date     Condition        Report By
 CB0696  HISTORY     - 1981     MONUMENTED       NGS
 CB0696
 CB0696                          STATION DESCRIPTION
 CB0696
 CB0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0696'5.6 KM (3.5 MI) EAST FROM BIG LAKE.
 CB0696'5.6 KM (3.5 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0696'STATE HIGHWAY 137 IN BIG LAKE, IN A 2 BY 2 FT EXPOSED AREA OF
 CB0696'OUTCROPPING BEDROCK AND 11.0 METERS (36.1 FT) NORTH-NORTHEAST OF THE
 CB0696'CENTERLINE OF THE HIGHWAY.
 CB0696'THE MARK IS 16.5 METERS  SSW FROM  A WITNESS POST AND FENCE
 CB0696'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0724 ***********************************************************************
 CB0724  DESIGNATION -  B 1443
 CB0724  PID         -  CB0724
 CB0724  STATE/COUNTY-  TX/IRION
 CB0724  USGS QUAD   -  NOELKE (1987)
 CB0724
 CB0724                         *CURRENT SURVEY CONTROL
 CB0724  ___________________________________________________________________
 CB0724* NAD 83(1986)-  31 07 56.     (N)    100 56 40.     (W)     SCALED    
 CB0724* NAVD 88     -       729.983  (meters)    2394.95   (feet)  ADJUSTED  
 CB0724  ___________________________________________________________________
 CB0724  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CB0724  DYNAMIC HT  -         728.946 (meters)    2391.55  (feet)  COMP
 CB0724  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 CB0724
 CB0724  VERT ORDER  -  FIRST     CLASS II
 CB0724
 CB0724.The horizontal coordinates were scaled from a topographic map and have
 CB0724.an estimated accuracy of +/- 6 seconds.
 CB0724
 CB0724.The orthometric height was determined by differential leveling
 CB0724.and adjusted by the National Geodetic Survey in June 1991..
 CB0724
 CB0724.The geoid height was determined by GEOID03.
 CB0724
 CB0724.The dynamic height is computed by dividing the NAVD 88
 CB0724.geopotential number by the normal gravity value computed on the
 CB0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0724.degrees latitude (g = 980.6199 gals.).
 CB0724
 CB0724.The modeled gravity was interpolated from observed gravity values.
 CB0724
 CB0724;                    North         East    Units  Estimated Accuracy
 CB0724;SPC TX C     - 3,162,630.      641,720.      MT  (+/- 180 meters Scaled)
 CB0724
 CB0724                          SUPERSEDED SURVEY CONTROL
 CB0724
 CB0724.No superseded survey control is available for this station.
 CB0724
 CB0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV146458(NAD 83)
 CB0724_MARKER: DB = BENCH MARK DISK
 CB0724_SETTING: 66 = SET IN ROCK OUTCROP
 CB0724_SP_SET: ROCK OUTCROP
 CB0724_STAMPING: B 1443 1981
 CB0724_MARK LOGO: NGS   
 CB0724_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CB0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0724+STABILITY: POSITION/ELEVATION WELL
 CB0724
 CB0724  HISTORY     - Date     Condition        Report By
 CB0724  HISTORY     - 1981     MONUMENTED       NGS
 CB0724  HISTORY     - 19990615 GOOD             NGS
 CB0724
 CB0724                          STATION DESCRIPTION
 CB0724
 CB0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0724'19.1 KM (11.85 MI) SW FROM MERTZON.
 CB0724'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0724'MERTZON, THENCE 11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY
 CB0724'67, THENCE 8.0 KM (4.95 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA
 CB0724'RAILROAD, IN TOP OF A 15 BY 15 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 CB0724'13.3 METERS (43.6 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD, 11.3
 CB0724'METERS (37.1 FT) NORTHWEST OF THE NEAR RAIL AND 11.1 METERS (36.4 FT)
 CB0724'SOUTHWEST OF A UTILITY POLE.
 CB0724'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CB0724'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CB0724
 CB0724                          STATION RECOVERY (1999)
 CB0724
 CB0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CB0724'IN THE 1981 DESCRIPTION, THE UTILITY POLE NO LONGER EXISTS, THE MARK
 CB0724'IS NOW 0.5 METERS (1.6 FT) NE FROM A SHORT WITNESS POST.  MARK IS ALSO
 CB0724'AT THE TOP OF A SLIGHT RISE IN THE COUNTY ROAD - DIRT ROAD IN 1981
 CB0724'DESCRIPTION IS NOW COUNTY ROAD 131.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0473 ***********************************************************************
 AZ0473  DESIGNATION -  B 1444
 AZ0473  PID         -  AZ0473
 AZ0473  STATE/COUNTY-  TX/VAL VERDE
 AZ0473  USGS QUAD   -  CARTA VALLEY (1978)
 AZ0473
 AZ0473                         *CURRENT SURVEY CONTROL
 AZ0473  ___________________________________________________________________
 AZ0473* NAD 83(1986)-  29 46 05.     (N)    100 42 35.     (W)     SCALED    
 AZ0473* NAVD 88     -       567.118  (meters)    1860.62   (feet)  ADJUSTED  
 AZ0473  ___________________________________________________________________
 AZ0473  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 AZ0473  DYNAMIC HT  -         566.273 (meters)    1857.85  (feet)  COMP
 AZ0473  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 AZ0473
 AZ0473  VERT ORDER  -  FIRST     CLASS II
 AZ0473
 AZ0473.The horizontal coordinates were scaled from a topographic map and have
 AZ0473.an estimated accuracy of +/- 6 seconds.
 AZ0473
 AZ0473.The orthometric height was determined by differential leveling
 AZ0473.and adjusted by the National Geodetic Survey in June 1991..
 AZ0473
 AZ0473.The geoid height was determined by GEOID03.
 AZ0473
 AZ0473.The dynamic height is computed by dividing the NAVD 88
 AZ0473.geopotential number by the normal gravity value computed on the
 AZ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0473.degrees latitude (g = 980.6199 gals.).
 AZ0473
 AZ0473.The modeled gravity was interpolated from observed gravity values.
 AZ0473
 AZ0473;                    North         East    Units  Estimated Accuracy
 AZ0473;SPC TXSC     - 4,215,630.      434,680.      MT  (+/- 180 meters Scaled)
 AZ0473
 AZ0473                          SUPERSEDED SURVEY CONTROL
 AZ0473
 AZ0473.No superseded survey control is available for this station.
 AZ0473
 AZ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT347943(NAD 83)
 AZ0473_MARKER: DB = BENCH MARK DISK
 AZ0473_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0473_SP_SET: ROCK OUTCROP
 AZ0473_STAMPING: B 1444 1981
 AZ0473_MARK LOGO: NGS   
 AZ0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0473+STABILITY: POSITION/ELEVATION WELL
 AZ0473
 AZ0473  HISTORY     - Date     Condition        Report By
 AZ0473  HISTORY     - 1981     MONUMENTED       NGS
 AZ0473  HISTORY     - 19990525 GOOD             USPSQD
 AZ0473
 AZ0473                          STATION DESCRIPTION
 AZ0473
 AZ0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0473'47.9 KM (29.75 MI) NE FROM DEL RIO.
 AZ0473'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0473'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE
 AZ0473'12.2 KM (7.55 MI) NORTHEAST ALONG U.S. HIGHWAY 377, IN A 6 BY 8 FT
 AZ0473'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.5 KM (0.3 MI) NORTHEAST OF A
 AZ0473'DRIVEWAY LEADING NORTH INTO WOODS RANCH, 43.6 METERS (143.0 FT)
 AZ0473'SOUTH-SOUTHEAST OF A UTILITY POLE WITH FOUR GUY WIRES, 30.6 METERS
 AZ0473'(100.4 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.1
 AZ0473'METERS (49.5 FT) NORTH-NORTHWEST OF A FENCE AND 5.3 METERS (17.4 FT)
 AZ0473'NORTHWEST OF A 12-INCH DIAMETER CEDAR TREE.
 AZ0473'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 AZ0473'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0473
 AZ0473                          STATION RECOVERY (1999)
 AZ0473
 AZ0473'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0410 ***********************************************************************
 BO0410  DESIGNATION -  B 1445
 BO0410  PID         -  BO0410
 BO0410  STATE/COUNTY-  TX/EDWARDS
 BO0410  USGS QUAD   -  RAY LAKE SE (1987)
 BO0410
 BO0410                         *CURRENT SURVEY CONTROL
 BO0410  ___________________________________________________________________
 BO0410* NAD 83(1986)-  30 00 16.     (N)    100 15 12.     (W)     SCALED    
 BO0410* NAVD 88     -       721.818  (meters)    2368.16   (feet)  ADJUSTED  
 BO0410  ___________________________________________________________________
 BO0410  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 BO0410  DYNAMIC HT  -         720.743 (meters)    2364.64  (feet)  COMP
 BO0410  MODELED GRAV-     979,128.4   (mgal)                       NAVD 88
 BO0410
 BO0410  VERT ORDER  -  FIRST     CLASS II
 BO0410
 BO0410.The horizontal coordinates were scaled from a topographic map and have
 BO0410.an estimated accuracy of +/- 6 seconds.
 BO0410
 BO0410.The orthometric height was determined by differential leveling
 BO0410.and adjusted by the National Geodetic Survey in June 1991..
 BO0410
 BO0410.The geoid height was determined by GEOID03.
 BO0410
 BO0410.The dynamic height is computed by dividing the NAVD 88
 BO0410.geopotential number by the normal gravity value computed on the
 BO0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0410.degrees latitude (g = 980.6199 gals.).
 BO0410
 BO0410.The modeled gravity was interpolated from observed gravity values.
 BO0410
 BO0410;                    North         East    Units  Estimated Accuracy
 BO0410;SPC TXSC     - 4,241,270.      479,090.      MT  (+/- 180 meters Scaled)
 BO0410
 BO0410                          SUPERSEDED SURVEY CONTROL
 BO0410
 BO0410.No superseded survey control is available for this station.
 BO0410
 BO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU791199(NAD 83)
 BO0410_MARKER: DB = BENCH MARK DISK
 BO0410_SETTING: 66 = SET IN ROCK OUTCROP
 BO0410_SP_SET: ROCK OUTCROP
 BO0410_STAMPING: B 1445 1981
 BO0410_MARK LOGO: NGS   
 BO0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0410+STABILITY: POSITION/ELEVATION WELL
 BO0410
 BO0410  HISTORY     - Date     Condition        Report By
 BO0410  HISTORY     - 1981     MONUMENTED       NGS
 BO0410
 BO0410                          STATION DESCRIPTION
 BO0410
 BO0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0410'5.0 KM (3.1 MI) SW FROM ROCKSPRINGS.
 BO0410'5.0 KM (3.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0410'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 2 BY 20 FT EXPOSED
 BO0410'AREA OF OUTCROPPING BEDROCK, 0.7 KM (0.45 MI) EAST OF FARM ROAD 674,
 BO0410'12.3 METERS (40.4 FT) EAST-SOUTHEAST OF A UTILITY POLE, 9.2 METERS
 BO0410'(30.2 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 9.1
 BO0410'METERS (29.9 FT) SOUTH-SOUTHEAST OF A FENCE.
 BO0410'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BO0410'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0760 ***********************************************************************
 CB0760  DESIGNATION -  B 1446
 CB0760  PID         -  CB0760
 CB0760  STATE/COUNTY-  TX/TOM GREEN
 CB0760  USGS QUAD   -  PECAN STATION (1984)
 CB0760
 CB0760                         *CURRENT SURVEY CONTROL
 CB0760  ___________________________________________________________________
 CB0760* NAD 83(1986)-  31 22 09.     (N)    100 29 57.     (W)     SCALED    
 CB0760* NAVD 88     -       576.375  (meters)    1890.99   (feet)  ADJUSTED  
 CB0760  ___________________________________________________________________
 CB0760  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CB0760  DYNAMIC HT  -         575.581 (meters)    1888.39  (feet)  COMP
 CB0760  MODELED GRAV-     979,244.0   (mgal)                       NAVD 88
 CB0760
 CB0760  VERT ORDER  -  FIRST     CLASS II
 CB0760
 CB0760.The horizontal coordinates were scaled from a topographic map and have
 CB0760.an estimated accuracy of +/- 6 seconds.
 CB0760
 CB0760.The orthometric height was determined by differential leveling
 CB0760.and adjusted by the National Geodetic Survey in June 1991..
 CB0760
 CB0760.The geoid height was determined by GEOID03.
 CB0760
 CB0760.The dynamic height is computed by dividing the NAVD 88
 CB0760.geopotential number by the normal gravity value computed on the
 CB0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0760.degrees latitude (g = 980.6199 gals.).
 CB0760
 CB0760.The modeled gravity was interpolated from observed gravity values.
 CB0760
 CB0760;                    North         East    Units  Estimated Accuracy
 CB0760;SPC TX C     - 3,188,740.      684,230.      MT  (+/- 180 meters Scaled)
 CB0760
 CB0760                          SUPERSEDED SURVEY CONTROL
 CB0760
 CB0760.No superseded survey control is available for this station.
 CB0760
 CB0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV574714(NAD 83)
 CB0760_MARKER: I = METAL ROD
 CB0760_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0760_SP_SET: STAINLESS STEEL ROD
 CB0760_STAMPING: B 1446 1981
 CB0760_MARK LOGO: NGS   
 CB0760_PROJECTION: FLUSH
 CB0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0760_ROD/PIPE-DEPTH: 7.0  meters
 CB0760
 CB0760  HISTORY     - Date     Condition        Report By
 CB0760  HISTORY     - 1981     MONUMENTED       NGS
 CB0760
 CB0760                          STATION DESCRIPTION
 CB0760
 CB0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0760'12.2 KM (7.55 MI) SW FROM SAN ANGELO.
 CB0760'5.5 KM (3.4 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CB0760'RAILROAD FROM THE STATION IN SAN ANGELO, THENCE 0.4 KM (0.25 MI)
 CB0760'NORTHWEST ALONG STATE HIGHWAY LOOP 306, THENCE 6.3 KM (3.9 MI)
 CB0760'SOUTHERLY ALONG KNICKERBOCKER ROAD, 0.1 KM (0.05 MI) NORTHEAST OF A
 CB0760'PRIVATE DRIVE, 18.1 METERS (59.4 FT) SOUTHEAST OF THE CENTERLINE OF
 CB0760'THE ROAD AND 0.4 METER (1.3 FT) NORTHWEST OF A FENCE.  NOTE=ACCESS TO
 CB0760'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0760'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 CB0760'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0733 ***********************************************************************
 CB0733  DESIGNATION -  B 1447
 CB0733  PID         -  CB0733
 CB0733  STATE/COUNTY-  TX/IRION
 CB0733  USGS QUAD   -  MERTZON (1987)
 CB0733
 CB0733                         *CURRENT SURVEY CONTROL
 CB0733  ___________________________________________________________________
 CB0733* NAD 83(1986)-  31 17 32.     (N)    100 48 17.     (W)     SCALED    
 CB0733* NAVD 88     -       654.837  (meters)    2148.41   (feet)  ADJUSTED  
 CB0733  ___________________________________________________________________
 CB0733  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CB0733  DYNAMIC HT  -         653.919 (meters)    2145.40  (feet)  COMP
 CB0733  MODELED GRAV-     979,217.5   (mgal)                       NAVD 88
 CB0733
 CB0733  VERT ORDER  -  FIRST     CLASS II
 CB0733
 CB0733.The horizontal coordinates were scaled from a topographic map and have
 CB0733.an estimated accuracy of +/- 6 seconds.
 CB0733
 CB0733.The orthometric height was determined by differential leveling
 CB0733.and adjusted by the National Geodetic Survey in June 1991..
 CB0733
 CB0733.The geoid height was determined by GEOID03.
 CB0733
 CB0733.The dynamic height is computed by dividing the NAVD 88
 CB0733.geopotential number by the normal gravity value computed on the
 CB0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0733.degrees latitude (g = 980.6199 gals.).
 CB0733
 CB0733.The modeled gravity was interpolated from observed gravity values.
 CB0733
 CB0733;                    North         East    Units  Estimated Accuracy
 CB0733;SPC TX C     - 3,180,300.      655,120.      MT  (+/- 180 meters Scaled)
 CB0733
 CB0733                          SUPERSEDED SURVEY CONTROL
 CB0733
 CB0733.No superseded survey control is available for this station.
 CB0733
 CB0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV282633(NAD 83)
 CB0733_MARKER: I = METAL ROD
 CB0733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0733_SP_SET: STAINLESS STEEL ROD
 CB0733_STAMPING: B 1447 1981
 CB0733_MARK LOGO: NGS   
 CB0733_PROJECTION: FLUSH
 CB0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0733_ROD/PIPE-DEPTH: 4.6  meters
 CB0733
 CB0733  HISTORY     - Date     Condition        Report By
 CB0733  HISTORY     - 1981     MONUMENTED       NGS
 CB0733
 CB0733                          STATION DESCRIPTION
 CB0733
 CB0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0733'4.25 KM (2.65 MI) NE FROM MERTZON.
 CB0733'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0733'MERTZON, THENCE 4.15 KM (2.6 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 67,
 CB0733'0.3 KM (0.2 MI) SOUTHWEST OF A DIRT ROAD TO A MOBILE HOME PARK, 18.3
 CB0733'METERS (60.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.1
 CB0733'METERS (39.7 FT) NORTHWEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA
 CB0733'AND SANTA FE RAILROAD AND 0.7 METERS (2.3 FT) SOUTHEAST OF A UTILITY
 CB0733'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0733'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 CB0733'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0488 ***********************************************************************
 BN0488  DESIGNATION -  B 1448
 BN0488  PID         -  BN0488
 BN0488  STATE/COUNTY-  TX/MENARD
 BN0488  USGS QUAD   -  CHAPMAN DRAW (1987)
 BN0488
 BN0488                         *CURRENT SURVEY CONTROL
 BN0488  ___________________________________________________________________
 BN0488* NAD 83(1986)-  30 58 08.     (N)    099 37 42.     (W)     SCALED    
 BN0488* NAVD 88     -       639.946  (meters)    2099.56   (feet)  ADJUSTED  
 BN0488  ___________________________________________________________________
 BN0488  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BN0488  DYNAMIC HT  -         639.060 (meters)    2096.65  (feet)  COMP
 BN0488  MODELED GRAV-     979,236.6   (mgal)                       NAVD 88
 BN0488
 BN0488  VERT ORDER  -  FIRST     CLASS II
 BN0488
 BN0488.The horizontal coordinates were scaled from a topographic map and have
 BN0488.an estimated accuracy of +/- 6 seconds.
 BN0488
 BN0488.The orthometric height was determined by differential leveling
 BN0488.and adjusted by the National Geodetic Survey in June 1991..
 BN0488
 BN0488.The geoid height was determined by GEOID03.
 BN0488
 BN0488.The dynamic height is computed by dividing the NAVD 88
 BN0488.geopotential number by the normal gravity value computed on the
 BN0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0488.degrees latitude (g = 980.6199 gals.).
 BN0488
 BN0488.The modeled gravity was interpolated from observed gravity values.
 BN0488
 BN0488;                    North         East    Units  Estimated Accuracy
 BN0488;SPC TX C     - 3,144,570.      767,340.      MT  (+/- 180 meters Scaled)
 BN0488
 BN0488                          SUPERSEDED SURVEY CONTROL
 BN0488
 BN0488.No superseded survey control is available for this station.
 BN0488
 BN0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV399263(NAD 83)
 BN0488_MARKER: I = METAL ROD
 BN0488_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0488+WITH SETTING: INFORMATION.
 BN0488_SP_SET: SHALLOW SET METAL ROD
 BN0488_STAMPING: B 1448 1981
 BN0488_MARK LOGO: NGS   
 BN0488_PROJECTION: FLUSH
 BN0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0488_ROD/PIPE-DEPTH: 1.5  meters
 BN0488
 BN0488  HISTORY     - Date     Condition        Report By
 BN0488  HISTORY     - 1981     MONUMENTED       NGS
 BN0488  HISTORY     - 19951104 GOOD             USPSQD
 BN0488
 BN0488                          STATION DESCRIPTION
 BN0488
 BN0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0488'15.2 KM (9.45 MI) NE FROM MENARD.
 BN0488'15.2 KM (9.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 BN0488'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, 18.0 METERS
 BN0488'(59.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.2 METERS (3.9
 BN0488'FT) SOUTHWEST OF A UTILITY POLE AND 0.3 METER (1.0 FT) SOUTHEAST OF A
 BN0488'FENCE.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT
 BN0488'IS THROUGH A 5-INCH LOGO CAP.
 BN0488'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BN0488'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 BN0488
 BN0488                          STATION RECOVERY (1995)
 BN0488
 BN0488'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0466 ***********************************************************************
 BN0466  DESIGNATION -  B 1449
 BN0466  PID         -  BN0466
 BN0466  STATE/COUNTY-  TX/MENARD
 BN0466  USGS QUAD   -  SPOON DRAW (1970)
 BN0466
 BN0466                         *CURRENT SURVEY CONTROL
 BN0466  ___________________________________________________________________
 BN0466* NAD 83(1986)-  30 47 53.     (N)    099 45 58.     (W)     SCALED    
 BN0466* NAVD 88     -       645.238  (meters)    2116.92   (feet)  ADJUSTED  
 BN0466  ___________________________________________________________________
 BN0466  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 BN0466  DYNAMIC HT  -         644.328 (meters)    2113.93  (feet)  COMP
 BN0466  MODELED GRAV-     979,210.4   (mgal)                       NAVD 88
 BN0466
 BN0466  VERT ORDER  -  FIRST     CLASS II
 BN0466
 BN0466.The horizontal coordinates were scaled from a topographic map and have
 BN0466.an estimated accuracy of +/- 6 seconds.
 BN0466
 BN0466.The orthometric height was determined by differential leveling
 BN0466.and adjusted by the National Geodetic Survey in June 1991..
 BN0466
 BN0466.The geoid height was determined by GEOID03.
 BN0466
 BN0466.The dynamic height is computed by dividing the NAVD 88
 BN0466.geopotential number by the normal gravity value computed on the
 BN0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0466.degrees latitude (g = 980.6199 gals.).
 BN0466
 BN0466.The modeled gravity was interpolated from observed gravity values.
 BN0466
 BN0466;                    North         East    Units  Estimated Accuracy
 BN0466;SPC TX C     - 3,125,560.      754,280.      MT  (+/- 180 meters Scaled)
 BN0466
 BN0466                          SUPERSEDED SURVEY CONTROL
 BN0466
 BN0466.No superseded survey control is available for this station.
 BN0466
 BN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV267074(NAD 83)
 BN0466_MARKER: DB = BENCH MARK DISK
 BN0466_SETTING: 66 = SET IN ROCK OUTCROP
 BN0466_SP_SET: ROCK OUTCROP
 BN0466_STAMPING: B 1449 1982
 BN0466_MARK LOGO: NGS   
 BN0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0466+STABILITY: POSITION/ELEVATION WELL
 BN0466
 BN0466  HISTORY     - Date     Condition        Report By
 BN0466  HISTORY     - 1982     MONUMENTED       NGS
 BN0466  HISTORY     - 1991     GOOD             USPSQD
 BN0466  HISTORY     - 19960806 GOOD             USPSQD
 BN0466
 BN0466                          STATION DESCRIPTION
 BN0466
 BN0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0466'16.6 KM (10.3 MI) SOUTH FROM MENARD.
 BN0466'16.6 KM (10.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0466'WITH U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, AT A SMALL HIGHWAY
 BN0466'CUT, IN A 3 BY 30 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 11.0 METERS
 BN0466'(36.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 18.7 METERS (61.4
 BN0466'FT) SOUTH-SOUTHEAST OF A UTILITY POLE.
 BN0466'THE MARK IS 4.5 METERS  E FROM  A WITNESS POST AND FENCE
 BN0466'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 BN0466
 BN0466                          STATION RECOVERY (1991)
 BN0466
 BN0466'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0466'RECOVERED IN GOOD CONDITION.
 BN0466
 BN0466                          STATION RECOVERY (1996)
 BN0466
 BN0466'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0354 ***********************************************************************
 DO0354  DESIGNATION -  B 145
 DO0354  PID         -  DO0354
 DO0354  STATE/COUNTY-  TX/WICHITA
 DO0354  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0354
 DO0354                         *CURRENT SURVEY CONTROL
 DO0354  ___________________________________________________________________
 DO0354* NAD 83(1986)-  33 59 20.     (N)    098 32 37.     (W)     SCALED    
 DO0354* NAVD 88     -       319.481  (meters)    1048.16   (feet)  ADJUSTED  
 DO0354  ___________________________________________________________________
 DO0354  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DO0354  DYNAMIC HT  -         319.133 (meters)    1047.02  (feet)  COMP
 DO0354  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 DO0354
 DO0354  VERT ORDER  -  SECOND    CLASS 0
 DO0354
 DO0354.The horizontal coordinates were scaled from a topographic map and have
 DO0354.an estimated accuracy of +/- 6 seconds.
 DO0354
 DO0354.The orthometric height was determined by differential leveling
 DO0354.and adjusted by the National Geodetic Survey in June 1991..
 DO0354.WARNING-Repeat measurements at this control monument indicate possible
 DO0354.vertical movement.
 DO0354
 DO0354.The geoid height was determined by GEOID03.
 DO0354
 DO0354.The dynamic height is computed by dividing the NAVD 88
 DO0354.geopotential number by the normal gravity value computed on the
 DO0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0354.degrees latitude (g = 980.6199 gals.).
 DO0354
 DO0354.The modeled gravity was interpolated from observed gravity values.
 DO0354
 DO0354;                    North         East    Units  Estimated Accuracy
 DO0354;SPC TXNC     - 2,257,530.      595,970.      MT  (+/- 180 meters Scaled)
 DO0354
 DO0354                          SUPERSEDED SURVEY CONTROL
 DO0354
 DO0354  NGVD 29 (??/??/92)  319.374  (m)         1047.81   (f) ADJ UNCH    2 0
 DO0354
 DO0354.Superseded values are not recommended for survey control.
 DO0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0354.See file dsdata.txt to determine how the superseded data were derived.
 DO0354
 DO0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC421610(NAD 83)
 DO0354_MARKER: DB = BENCH MARK DISK
 DO0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0354_STAMPING: B-145 1934
 DO0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0354+STABILITY: SURFACE MOTION
 DO0354
 DO0354  HISTORY     - Date     Condition        Report By
 DO0354  HISTORY     - 1934     MONUMENTED       CGS
 DO0354  HISTORY     - 1957     GOOD             NGS
 DO0354  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0354  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0354
 DO0354                          STATION DESCRIPTION
 DO0354
 DO0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0354'6.8 MI NW FROM WICHITA FALLS.
 DO0354'6.8 MILES NORTHWEST OF, ALONG M.K.T.RY, FROM POST OFFICE.  ABOUT 0.3
 DO0354'MILE SOUTH OF BACON R.R. STATION, WHERE LANE MAKES SHORT JOG TO WEST.
 DO0354'102 FEET SOUTHWEST OF 13TH TELEGRAPH POLE NORTH OF MILEPOST 6.  50
 DO0354'FEET WEST OF CENTERLINE OF MO. KANS. TEXAS R.R. TRACK.  49 FEET
 DO0354'SOUTHEAST OF CENTERLINE OF DIRT ROAD.  3.1 FEET NORTH OF NORTHEAST
 DO0354'FENCE CORNER.  TABLET SET IN PRECAST CONCRETE POST.
 DO0354
 DO0354                          STATION RECOVERY (1957)
 DO0354
 DO0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0354'RECOVERED IN GOOD CONDITION.
 DO0354
 DO0354                          STATION RECOVERY (1984)
 DO0354
 DO0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0354'MARK NOT FOUND.
 DO0354
 DO0354                          STATION RECOVERY (2001)
 DO0354
 DO0354'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0884 ***********************************************************************
 CA0884  DESIGNATION -  B 1450
 CA0884  PID         -  CA0884
 CA0884  STATE/COUNTY-  TX/COLEMAN
 CA0884  USGS QUAD   -  NOVICE EAST (1987)
 CA0884
 CA0884                         *CURRENT SURVEY CONTROL
 CA0884  ___________________________________________________________________
 CA0884* NAD 83(1986)-  31 54 57.     (N)    099 30 09.     (W)     SCALED    
 CA0884* NAVD 88     -       586.823  (meters)    1925.27   (feet)  ADJUSTED  
 CA0884  ___________________________________________________________________
 CA0884  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CA0884  DYNAMIC HT  -         586.047 (meters)    1922.72  (feet)  COMP
 CA0884  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 CA0884
 CA0884  VERT ORDER  -  FIRST     CLASS II
 CA0884
 CA0884.The horizontal coordinates were scaled from a topographic map and have
 CA0884.an estimated accuracy of +/- 6 seconds.
 CA0884
 CA0884.The orthometric height was determined by differential leveling
 CA0884.and adjusted by the National Geodetic Survey in June 1991..
 CA0884
 CA0884.The geoid height was determined by GEOID03.
 CA0884
 CA0884.The dynamic height is computed by dividing the NAVD 88
 CA0884.geopotential number by the normal gravity value computed on the
 CA0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0884.degrees latitude (g = 980.6199 gals.).
 CA0884
 CA0884.The modeled gravity was interpolated from observed gravity values.
 CA0884
 CA0884;                    North         East    Units  Estimated Accuracy
 CA0884;SPC TX C     - 3,249,640.      778,580.      MT  (+/- 180 meters Scaled)
 CA0884
 CA0884                          SUPERSEDED SURVEY CONTROL
 CA0884
 CA0884.No superseded survey control is available for this station.
 CA0884
 CA0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA524312(NAD 83)
 CA0884_MARKER: DB = BENCH MARK DISK
 CA0884_SETTING: 66 = SET IN ROCK OUTCROP
 CA0884_SP_SET: ROCK OUTCROP
 CA0884_STAMPING: B 1450 1982
 CA0884_MARK LOGO: NGS   
 CA0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0884+STABILITY: POSITION/ELEVATION WELL
 CA0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0884+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0884
 CA0884  HISTORY     - Date     Condition        Report By
 CA0884  HISTORY     - 1982     MONUMENTED       NGS
 CA0884  HISTORY     - 20060320 GOOD             USPSQD
 CA0884
 CA0884                          STATION DESCRIPTION
 CA0884
 CA0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0884'10.3 KM (6.4 MI) NW FROM COLEMAN.
 CA0884'10.3 KM (6.4 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CA0884'WITH U.S. HIGHWAY 283 AT THE NORTH EDGE OF COLEMAN, IN THE CENTER OF A
 CA0884'2 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 23.3 METERS (76.5 FT)
 CA0884'EAST-NORTHEAST OF THE CENTER OF A ROAD LEADING WEST, 22.7 METERS (74.5
 CA0884'FT) NORTHWEST OF A UTILITY POLE, 18.4 METERS (60.4 FT) EAST-NORTHEAST
 CA0884'OF THE CENTERLINE OF THE HIGHWAY AND 4.8 METERS (15.7 FT)
 CA0884'WEST-SOUTHWEST OF A FENCE.
 CA0884'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CA0884'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 CA0884
 CA0884                          STATION RECOVERY (2006)
 CA0884
 CA0884'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0884'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
 CA0884' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0833 ***********************************************************************
 CT0833  DESIGNATION -  B 1451
 CT0833  PID         -  CT0833
 CT0833  STATE/COUNTY-  TX/TAYLOR
 CT0833  USGS QUAD   -  BUFFALO GAP (1984)
 CT0833
 CT0833                         *CURRENT SURVEY CONTROL
 CT0833  ___________________________________________________________________
 CT0833* NAD 83(1986)-  32 15 22.     (N)    099 45 35.     (W)     SCALED    
 CT0833* NAVD 88     -       597.550  (meters)    1960.46   (feet)  ADJUSTED  
 CT0833  ___________________________________________________________________
 CT0833  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CT0833  DYNAMIC HT  -         596.767 (meters)    1957.89  (feet)  COMP
 CT0833  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 CT0833
 CT0833  VERT ORDER  -  FIRST     CLASS II
 CT0833
 CT0833.The horizontal coordinates were scaled from a topographic map and have
 CT0833.an estimated accuracy of +/- 6 seconds.
 CT0833
 CT0833.The orthometric height was determined by differential leveling
 CT0833.and adjusted by the National Geodetic Survey in June 1991..
 CT0833
 CT0833.The geoid height was determined by GEOID03.
 CT0833
 CT0833.The dynamic height is computed by dividing the NAVD 88
 CT0833.geopotential number by the normal gravity value computed on the
 CT0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0833.degrees latitude (g = 980.6199 gals.).
 CT0833
 CT0833.The modeled gravity was interpolated from observed gravity values.
 CT0833
 CT0833;                    North         East    Units  Estimated Accuracy
 CT0833;SPC TXNC     - 2,066,080.      481,300.      MT  (+/- 180 meters Scaled)
 CT0833
 CT0833                          SUPERSEDED SURVEY CONTROL
 CT0833
 CT0833.No superseded survey control is available for this station.
 CT0833
 CT0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA284690(NAD 83)
 CT0833_MARKER: I = METAL ROD
 CT0833_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0833_SP_SET: STAINLESS STEEL ROD
 CT0833_STAMPING: B 1451 1982
 CT0833_MARK LOGO: NGS   
 CT0833_PROJECTION: FLUSH
 CT0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0833_ROD/PIPE-DEPTH: 3.7  meters
 CT0833
 CT0833  HISTORY     - Date     Condition        Report By
 CT0833  HISTORY     - 1982     MONUMENTED       NGS
 CT0833  HISTORY     - 19940918 GOOD             USPSQD
 CT0833
 CT0833                          STATION DESCRIPTION
 CT0833
 CT0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0833'13.8 KM (8.6 MI) NW FROM LAWN.
 CT0833'13.8 KM (8.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0833'WITH FARM ROAD 604 IN LAWN, 22.6 METERS (74.1 FT) NORTH OF THE CENTER
 CT0833'OF A GRAVELED ROAD, 22.1 METERS (72.5 FT) EAST OF A UTILITY POLE, 19.2
 CT0833'METERS (63.0 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 CT0833'THE HIGHWAY AND 1.4 METERS (4.6 FT) SOUTH OF A UTILITY POLE.
 CT0833'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0833'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CT0833'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CT0833
 CT0833                          STATION RECOVERY (1994)
 CT0833
 CT0833'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0676 ***********************************************************************
 CC0676  DESIGNATION -  B 1452
 CC0676  PID         -  CC0676
 CC0676  STATE/COUNTY-  TX/MIDLAND
 CC0676  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0676
 CC0676                         *CURRENT SURVEY CONTROL
 CC0676  ___________________________________________________________________
 CC0676* NAD 83(1986)-  31 57 39.     (N)    102 08 28.     (W)     SCALED    
 CC0676* NAVD 88     -       866.931  (meters)    2844.26   (feet)  ADJUSTED  
 CC0676  ___________________________________________________________________
 CC0676  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CC0676  DYNAMIC HT  -         865.709 (meters)    2840.25  (feet)  COMP
 CC0676  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 CC0676
 CC0676  VERT ORDER  -  FIRST     CLASS II
 CC0676
 CC0676.The horizontal coordinates were scaled from a topographic map and have
 CC0676.an estimated accuracy of +/- 6 seconds.
 CC0676
 CC0676.The orthometric height was determined by differential leveling
 CC0676.and adjusted by the National Geodetic Survey in June 1991..
 CC0676
 CC0676.The geoid height was determined by GEOID03.
 CC0676
 CC0676.The dynamic height is computed by dividing the NAVD 88
 CC0676.geopotential number by the normal gravity value computed on the
 CC0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0676.degrees latitude (g = 980.6199 gals.).
 CC0676
 CC0676.The modeled gravity was interpolated from observed gravity values.
 CC0676
 CC0676;                    North         East    Units  Estimated Accuracy
 CC0676;SPC TX C     - 3,255,720.      529,110.      MT  (+/- 180 meters Scaled)
 CC0676
 CC0676                          SUPERSEDED SURVEY CONTROL
 CC0676
 CC0676.No superseded survey control is available for this station.
 CC0676
 CC0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR702396(NAD 83)
 CC0676_MARKER: DB = BENCH MARK DISK
 CC0676_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0676_SP_SET: PIER
 CC0676_STAMPING: B 1452 1982
 CC0676_MARK LOGO: NGS   
 CC0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0676+STABILITY: POSITION/ELEVATION WELL
 CC0676
 CC0676  HISTORY     - Date     Condition        Report By
 CC0676  HISTORY     - 1982     MONUMENTED       NGS
 CC0676
 CC0676                          STATION DESCRIPTION
 CC0676
 CC0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0676'7.6 KM (4.7 MI) SW FROM MIDLAND.
 CC0676'7.6 KM (4.7 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0676'FROM THE POST OFFICE IN MIDLAND, SET VERTICALLY IN THE NORTHWEST FACE
 CC0676'OF THE MOST NORTHEASTERLY 1 OF 5 PIERS OF THE STATE HIGHWAY 1369
 CC0676'OVERPASS, 29.1 METERS (95.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CC0676'EAST BOUND LANES OF U.S. HIGHWAY 80 AND 7.3 METERS (24.0 FT) NORTHWEST
 CC0676'OF THE NEAR RAIL.
 CC0676'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0805 ***********************************************************************
 CU0805  DESIGNATION -  B 1453
 CU0805  PID         -  CU0805
 CU0805  STATE/COUNTY-  TX/HOWARD
 CU0805  USGS QUAD   -  ELBOW (1978)
 CU0805
 CU0805                         *CURRENT SURVEY CONTROL
 CU0805  ___________________________________________________________________
 CU0805* NAD 83(1986)-  32 12 50.     (N)    101 35 16.     (W)     SCALED    
 CU0805* NAVD 88     -       753.958  (meters)    2473.61   (feet)  ADJUSTED  
 CU0805  ___________________________________________________________________
 CU0805  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CU0805  DYNAMIC HT  -         752.924 (meters)    2470.22  (feet)  COMP
 CU0805  MODELED GRAV-     979,242.9   (mgal)                       NAVD 88
 CU0805
 CU0805  VERT ORDER  -  FIRST     CLASS II
 CU0805
 CU0805.The horizontal coordinates were scaled from a topographic map and have
 CU0805.an estimated accuracy of +/- 6 seconds.
 CU0805
 CU0805.The orthometric height was determined by differential leveling
 CU0805.and adjusted by the National Geodetic Survey in June 1991..
 CU0805
 CU0805.The geoid height was determined by GEOID03.
 CU0805
 CU0805.The dynamic height is computed by dividing the NAVD 88
 CU0805.geopotential number by the normal gravity value computed on the
 CU0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0805.degrees latitude (g = 980.6199 gals.).
 CU0805
 CU0805.The modeled gravity was interpolated from observed gravity values.
 CU0805
 CU0805;                    North         East    Units  Estimated Accuracy
 CU0805;SPC TXNC     - 2,064,960.      308,950.      MT  (+/- 180 meters Scaled)
 CU0805
 CU0805                          SUPERSEDED SURVEY CONTROL
 CU0805
 CU0805.No superseded survey control is available for this station.
 CU0805
 CU0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA561670(NAD 83)
 CU0805_MARKER: I = METAL ROD
 CU0805_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0805+WITH SETTING: INFORMATION.
 CU0805_SP_SET: SHALLOW SET METAL ROD
 CU0805_STAMPING: B 1453 1982
 CU0805_MARK LOGO: NGS   
 CU0805_PROJECTION: FLUSH
 CU0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0805_ROD/PIPE-DEPTH: 3.0  meters
 CU0805
 CU0805  HISTORY     - Date     Condition        Report By
 CU0805  HISTORY     - 1982     MONUMENTED       NGS
 CU0805
 CU0805                          STATION DESCRIPTION
 CU0805
 CU0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0805'11.5 KM (7.1 MI) SW FROM BIG SPRING.
 CU0805'11.5 KM (7.1 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0805'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, 29.7 METERS (97.4 FT)
 CU0805'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 CU0805'11.0 METERS (36.1 FT) SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD AND
 CU0805'0.9 METER (3.0 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE.
 CU0805'NOTE=REFUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE DATUM POINT IS
 CU0805'THROUGH A 5-INCH LOGO CAP.
 CU0805'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CU0805'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0438 ***********************************************************************
 BN0438  DESIGNATION -  B 1454
 BN0438  PID         -  BN0438
 BN0438  STATE/COUNTY-  TX/KIMBLE
 BN0438  USGS QUAD   -  JUNCTION (1974)
 BN0438
 BN0438                         *CURRENT SURVEY CONTROL
 BN0438  ___________________________________________________________________
 BN0438* NAD 83(1986)-  30 28 34.     (N)    099 47 31.     (W)     SCALED    
 BN0438* NAVD 88     -       529.377  (meters)    1736.80   (feet)  ADJUSTED  
 BN0438  ___________________________________________________________________
 BN0438  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 BN0438  DYNAMIC HT  -         528.628 (meters)    1734.34  (feet)  COMP
 BN0438  MODELED GRAV-     979,211.2   (mgal)                       NAVD 88
 BN0438
 BN0438  VERT ORDER  -  FIRST     CLASS II
 BN0438
 BN0438.The horizontal coordinates were scaled from a topographic map and have
 BN0438.an estimated accuracy of +/- 6 seconds.
 BN0438
 BN0438.The orthometric height was determined by differential leveling
 BN0438.and adjusted by the National Geodetic Survey in June 1991..
 BN0438
 BN0438.The geoid height was determined by GEOID03.
 BN0438
 BN0438.The dynamic height is computed by dividing the NAVD 88
 BN0438.geopotential number by the normal gravity value computed on the
 BN0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0438.degrees latitude (g = 980.6199 gals.).
 BN0438
 BN0438.The modeled gravity was interpolated from observed gravity values.
 BN0438
 BN0438;                    North         East    Units  Estimated Accuracy
 BN0438;SPC TX C     - 3,089,860.      751,980.      MT  (+/- 180 meters Scaled)
 BN0438
 BN0438                          SUPERSEDED SURVEY CONTROL
 BN0438
 BN0438.No superseded survey control is available for this station.
 BN0438
 BN0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU239718(NAD 83)
 BN0438_MARKER: I = METAL ROD
 BN0438_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0438+WITH SETTING: INFORMATION.
 BN0438_SP_SET: SHALLOW SET METAL ROD
 BN0438_STAMPING: B 1454 1982
 BN0438_MARK LOGO: NGS   
 BN0438_PROJECTION: FLUSH
 BN0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0438_ROD/PIPE-DEPTH: 1.5  meters
 BN0438
 BN0438  HISTORY     - Date     Condition        Report By
 BN0438  HISTORY     - 1982     MONUMENTED       NGS
 BN0438  HISTORY     - 19981121 GOOD             USPSQD
 BN0438
 BN0438                          STATION DESCRIPTION
 BN0438
 BN0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0438'2.9 KM (1.8 MI) SW FROM JUNCTION.
 BN0438'2.9 KM (1.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS JUNCTION
 BN0438'WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT THE NORTH END OF A CUT
 BN0438'BANK, 29.9 METERS (98.1 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE
 BN0438'HIGHWAY AND 12.0 METERS (39.4 FT) SOUTH-SOUTHWEST OF A UTILITY POLE.
 BN0438'NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS
 BN0438'THROUGH A 5-INCH LOGO CAP.
 BN0438'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST AND FENCE
 BN0438'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BN0438
 BN0438                          STATION RECOVERY (1998)
 BN0438
 BN0438'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0813 ***********************************************************************
 CA0813  DESIGNATION -  B 1455
 CA0813  PID         -  CA0813
 CA0813  STATE/COUNTY-  TX/MCCULLOCH
 CA0813  USGS QUAD   -  BLUFF CREEK (1973)
 CA0813
 CA0813                         *CURRENT SURVEY CONTROL
 CA0813  ___________________________________________________________________
 CA0813* NAD 83(1986)-  31 15 32.     (N)    099 16 16.     (W)     SCALED    
 CA0813* NAVD 88     -       540.189  (meters)    1772.27   (feet)  ADJUSTED  
 CA0813  ___________________________________________________________________
 CA0813  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CA0813  DYNAMIC HT  -         539.456 (meters)    1769.87  (feet)  COMP
 CA0813  MODELED GRAV-     979,267.3   (mgal)                       NAVD 88
 CA0813
 CA0813  VERT ORDER  -  FIRST     CLASS II
 CA0813
 CA0813.The horizontal coordinates were scaled from a topographic map and have
 CA0813.an estimated accuracy of +/- 6 seconds.
 CA0813
 CA0813.The orthometric height was determined by differential leveling
 CA0813.and adjusted by the National Geodetic Survey in June 1991..
 CA0813
 CA0813.The geoid height was determined by GEOID03.
 CA0813
 CA0813.The dynamic height is computed by dividing the NAVD 88
 CA0813.geopotential number by the normal gravity value computed on the
 CA0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0813.degrees latitude (g = 980.6199 gals.).
 CA0813
 CA0813.The modeled gravity was interpolated from observed gravity values.
 CA0813
 CA0813;                    North         East    Units  Estimated Accuracy
 CA0813;SPC TX C     - 3,176,990.      801,160.      MT  (+/- 180 meters Scaled)
 CA0813
 CA0813                          SUPERSEDED SURVEY CONTROL
 CA0813
 CA0813.No superseded survey control is available for this station.
 CA0813
 CA0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV741583(NAD 83)
 CA0813_MARKER: I = METAL ROD
 CA0813_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0813_SP_SET: STAINLESS STEEL ROD
 CA0813_STAMPING: B 1455 1982
 CA0813_MARK LOGO: NGS   
 CA0813_PROJECTION: FLUSH
 CA0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0813+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0813_ROD/PIPE-DEPTH: 5.8  meters
 CA0813
 CA0813  HISTORY     - Date     Condition        Report By
 CA0813  HISTORY     - 1982     MONUMENTED       NGS
 CA0813  HISTORY     - 19950826 GOOD             USPSQD
 CA0813  HISTORY     - 20060319 GOOD             USPSQD
 CA0813
 CA0813                          STATION DESCRIPTION
 CA0813
 CA0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0813'15.1 KM (9.4 MI) NE FROM BRADY.
 CA0813'15.1 KM (9.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0813'COURTHOUSE IN BRADY, 0.3 KM (0.2 MI) NORTHEAST OF A GRAVELED ROAD
 CA0813'LEADING WEST, 16.1 METERS (52.8 FT) WEST OF THE WEST END OF A BOX
 CA0813'CULVERT, 13.6 METERS (44.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 CA0813'HIGHWAY, 9.8 METERS (32.2 FT) SOUTHWEST OF A T-FENCE CORNER AND 5.8
 CA0813'METERS (19.0 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE.
 CA0813'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0813'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CA0813'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CA0813
 CA0813                          STATION RECOVERY (1995)
 CA0813
 CA0813'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0813'RECOVERED IN GOOD CONDITION.
 CA0813
 CA0813                          STATION RECOVERY (2006)
 CA0813
 CA0813'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0813'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0839 ***********************************************************************
 CA0839  DESIGNATION -  B 1456
 CA0839  PID         -  CA0839
 CA0839  STATE/COUNTY-  TX/BROWN
 CA0839  USGS QUAD   -  BROOKESMITH (1978)
 CA0839
 CA0839                         *CURRENT SURVEY CONTROL
 CA0839  ___________________________________________________________________
 CA0839* NAD 83(1986)-  31 33 21.     (N)    099 04 47.     (W)     SCALED    
 CA0839* NAVD 88     -       408.398  (meters)    1339.89   (feet)  ADJUSTED  
 CA0839  ___________________________________________________________________
 CA0839  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CA0839  DYNAMIC HT  -         407.859 (meters)    1338.12  (feet)  COMP
 CA0839  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 CA0839
 CA0839  VERT ORDER  -  FIRST     CLASS II
 CA0839
 CA0839.The horizontal coordinates were scaled from a topographic map and have
 CA0839.an estimated accuracy of +/- 6 seconds.
 CA0839
 CA0839.The orthometric height was determined by differential leveling
 CA0839.and adjusted by the National Geodetic Survey in June 1991..
 CA0839
 CA0839.The geoid height was determined by GEOID03.
 CA0839
 CA0839.The dynamic height is computed by dividing the NAVD 88
 CA0839.geopotential number by the normal gravity value computed on the
 CA0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0839.degrees latitude (g = 980.6199 gals.).
 CA0839
 CA0839.The modeled gravity was interpolated from observed gravity values.
 CA0839
 CA0839;                    North         East    Units  Estimated Accuracy
 CA0839;SPC TX C     - 3,210,100.      819,010.      MT  (+/- 180 meters Scaled)
 CA0839
 CA0839                          SUPERSEDED SURVEY CONTROL
 CA0839
 CA0839.No superseded survey control is available for this station.
 CA0839
 CA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV924912(NAD 83)
 CA0839_MARKER: I = METAL ROD
 CA0839_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0839+WITH SETTING: INFORMATION.
 CA0839_SP_SET: SHALLOW SET METAL ROD
 CA0839_STAMPING: B 1456 1982
 CA0839_MARK LOGO: NGS   
 CA0839_PROJECTION: FLUSH
 CA0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0839+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0839_ROD/PIPE-DEPTH: 1.5  meters
 CA0839
 CA0839  HISTORY     - Date     Condition        Report By
 CA0839  HISTORY     - 1982     MONUMENTED       NGS
 CA0839  HISTORY     - 20060319 GOOD             USPSQD
 CA0839
 CA0839                          STATION DESCRIPTION
 CA0839
 CA0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0839'21.7 KM (13.5 MI) SW FROM BROWNWOOD.
 CA0839'21.7 KM (13.5 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0839'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 0.3 KM (0.2 MI)
 CA0839'NORTHEAST OF A POWERLINE CROSSING, 31.1 METERS (102.0 FT) NORTHWEST OF
 CA0839'A UTILITY POLE AND 15.3 METERS (50.2 FT) NORTHWEST OF THE CENTERLINE
 CA0839'OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE
 CA0839'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0839'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CA0839'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CA0839
 CA0839                          STATION RECOVERY (2006)
 CA0839
 CA0839'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0839'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0868 ***********************************************************************
 CA0868  DESIGNATION -  B 1457
 CA0868  PID         -  CA0868
 CA0868  STATE/COUNTY-  TX/COLEMAN
 CA0868  USGS QUAD   -  SANTA ANNA (1987)
 CA0868
 CA0868                         *CURRENT SURVEY CONTROL
 CA0868  ___________________________________________________________________
 CA0868* NAD 83(1986)-  31 44 29.     (N)    099 19 24.     (W)     SCALED    
 CA0868* NAVD 88     -       532.684  (meters)    1747.65   (feet)  ADJUSTED  
 CA0868  ___________________________________________________________________
 CA0868  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CA0868  DYNAMIC HT  -         531.982 (meters)    1745.34  (feet)  COMP
 CA0868  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 CA0868
 CA0868  VERT ORDER  -  FIRST     CLASS II
 CA0868
 CA0868.The horizontal coordinates were scaled from a topographic map and have
 CA0868.an estimated accuracy of +/- 6 seconds.
 CA0868
 CA0868.The orthometric height was determined by differential leveling
 CA0868.and adjusted by the National Geodetic Survey in June 1991..
 CA0868
 CA0868.The geoid height was determined by GEOID03.
 CA0868
 CA0868.The dynamic height is computed by dividing the NAVD 88
 CA0868.geopotential number by the normal gravity value computed on the
 CA0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0868.degrees latitude (g = 980.6199 gals.).
 CA0868
 CA0868.The modeled gravity was interpolated from observed gravity values.
 CA0868
 CA0868;                    North         East    Units  Estimated Accuracy
 CA0868;SPC TX C     - 3,230,440.      795,700.      MT  (+/- 180 meters Scaled)
 CA0868
 CA0868                          SUPERSEDED SURVEY CONTROL
 CA0868
 CA0868.No superseded survey control is available for this station.
 CA0868
 CA0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA693118(NAD 83)
 CA0868_MARKER: I = METAL ROD
 CA0868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0868_SP_SET: STAINLESS STEEL ROD
 CA0868_STAMPING: B 1457 1982
 CA0868_MARK LOGO: NGS   
 CA0868_PROJECTION: FLUSH
 CA0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0868_ROD/PIPE-DEPTH: 3.7  meters
 CA0868
 CA0868  HISTORY     - Date     Condition        Report By
 CA0868  HISTORY     - 1982     MONUMENTED       NGS
 CA0868
 CA0868                          STATION DESCRIPTION
 CA0868
 CA0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0868'17.0 KM (10.55 MI) SE FROM COLEMAN.
 CA0868'16.8 KM (10.45 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM
 CA0868'ITS JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN,
 CA0868'THENCE 0.2 KM (0.1 MI) SOUTHERLY ALONG NORTH FIRST STREET, 18.3 METERS
 CA0868'(60.0 FT) SOUTH OF THE CENTER OF NORTH SANTA FE AVENUE, 9.7 METERS
 CA0868'(31.8 FT) EAST OF THE CENTER OF NORTH FIRST STREET, 3.0 METERS (9.8
 CA0868'FT) NORTH OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 CA0868'RAILROAD AND 1.0 METER (3.3 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS
 CA0868'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0868'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 CA0868'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0855 ***********************************************************************
 CT0855  DESIGNATION -  B 1458
 CT0855  PID         -  CT0855
 CT0855  STATE/COUNTY-  TX/TAYLOR
 CT0855  USGS QUAD   -  ABILENE WEST (1987)
 CT0855
 CT0855                         *CURRENT SURVEY CONTROL
 CT0855  ___________________________________________________________________
 CT0855* NAD 83(1986)-  32 27 24.     (N)    099 50 31.     (W)     SCALED    
 CT0855* NAVD 88     -       536.702  (meters)    1760.83   (feet)  ADJUSTED  
 CT0855  ___________________________________________________________________
 CT0855  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CT0855  DYNAMIC HT  -         536.006 (meters)    1758.55  (feet)  COMP
 CT0855  MODELED GRAV-     979,325.2   (mgal)                       NAVD 88
 CT0855
 CT0855  VERT ORDER  -  FIRST     CLASS II
 CT0855
 CT0855.The horizontal coordinates were scaled from a topographic map and have
 CT0855.an estimated accuracy of +/- 6 seconds.
 CT0855
 CT0855.The orthometric height was determined by differential leveling
 CT0855.and adjusted by the National Geodetic Survey in June 1991..
 CT0855
 CT0855.The geoid height was determined by GEOID03.
 CT0855
 CT0855.The dynamic height is computed by dividing the NAVD 88
 CT0855.geopotential number by the normal gravity value computed on the
 CT0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0855.degrees latitude (g = 980.6199 gals.).
 CT0855
 CT0855.The modeled gravity was interpolated from observed gravity values.
 CT0855
 CT0855;                    North         East    Units  Estimated Accuracy
 CT0855;SPC TXNC     - 2,088,410.      473,840.      MT  (+/- 180 meters Scaled)
 CT0855
 CT0855                          SUPERSEDED SURVEY CONTROL
 CT0855
 CT0855.No superseded survey control is available for this station.
 CT0855
 CT0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA208913(NAD 83)
 CT0855_MARKER: DB = BENCH MARK DISK
 CT0855_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0855_SP_SET: PIER
 CT0855_STAMPING: B 1458 1982
 CT0855_MARK LOGO: NGS   
 CT0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0855+STABILITY: POSITION/ELEVATION WELL
 CT0855
 CT0855  HISTORY     - Date     Condition        Report By
 CT0855  HISTORY     - 1982     MONUMENTED       NGS
 CT0855  HISTORY     - 20011013 GOOD             USPSQD
 CT0855
 CT0855                          STATION DESCRIPTION
 CT0855
 CT0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0855'5.3 KM (3.3 MI) WEST FROM ABILENE.
 CT0855'5.3 KM (3.3 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM ITS
 CT0855'JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF ABILENE,
 CT0855'SET VERTICALLY IN THE EAST FACE OF THE MOST NORTHEASTERLY ONE OF THREE
 CT0855'PIERS OF THE FOURTH SET OF PIERS NORTHWEST OF THE SOUTHEAST ABUTMENT
 CT0855'OF THE INTERSTATE HIGHWAY 20 OVERPASS AND 2.4 METERS (7.9 FT) NORTH OF
 CT0855'THE NEAR RAIL.
 CT0855'THE MARK IS 1.0 M ABOVE THE GROUND.
 CT0855
 CT0855                          STATION RECOVERY (2001)
 CT0855
 CT0855'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0753 ***********************************************************************
 CU0753  DESIGNATION -  B 1459
 CU0753  PID         -  CU0753
 CU0753  STATE/COUNTY-  TX/NOLAN
 CU0753  USGS QUAD   -  ROSCOE (1987)
 CU0753
 CU0753                         *CURRENT SURVEY CONTROL
 CU0753  ___________________________________________________________________
 CU0753* NAD 83(1986)-  32 26 15.     (N)    100 31 05.     (W)     SCALED    
 CU0753* NAVD 88     -       729.736  (meters)    2394.14   (feet)  ADJUSTED  
 CU0753  ___________________________________________________________________
 CU0753  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CU0753  DYNAMIC HT  -         728.756 (meters)    2390.93  (feet)  COMP
 CU0753  MODELED GRAV-     979,272.0   (mgal)                       NAVD 88
 CU0753
 CU0753  VERT ORDER  -  FIRST     CLASS II
 CU0753
 CU0753.The horizontal coordinates were scaled from a topographic map and have
 CU0753.an estimated accuracy of +/- 6 seconds.
 CU0753
 CU0753.The orthometric height was determined by differential leveling
 CU0753.and adjusted by the National Geodetic Survey in June 1991..
 CU0753
 CU0753.The geoid height was determined by GEOID03.
 CU0753
 CU0753.The dynamic height is computed by dividing the NAVD 88
 CU0753.geopotential number by the normal gravity value computed on the
 CU0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0753.degrees latitude (g = 980.6199 gals.).
 CU0753
 CU0753.The modeled gravity was interpolated from observed gravity values.
 CU0753
 CU0753;                    North         East    Units  Estimated Accuracy
 CU0753;SPC TXNC     - 2,087,300.      410,240.      MT  (+/- 180 meters Scaled)
 CU0753
 CU0753                          SUPERSEDED SURVEY CONTROL
 CU0753
 CU0753.No superseded survey control is available for this station.
 CU0753
 CU0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA572899(NAD 83)
 CU0753_MARKER: DB = BENCH MARK DISK
 CU0753_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0753_SP_SET: PIER
 CU0753_STAMPING: B 1459 1982
 CU0753_MARK LOGO: NGS   
 CU0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0753+STABILITY: POSITION/ELEVATION WELL
 CU0753
 CU0753  HISTORY     - Date     Condition        Report By
 CU0753  HISTORY     - 1982     MONUMENTED       NGS
 CU0753  HISTORY     - 1982     GOOD             NGS
 CU0753
 CU0753                          STATION DESCRIPTION
 CU0753
 CU0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0753'3.0 KM (1.85 MI) SE FROM ROSCOE.
 CU0753'1.7 KM (1.05 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0753'FROM ITS JUNCTION WITH U.S. HIGHWAY 84 IN ROSCOE, THENCE 1.3 KM (0.8
 CU0753'MI) SOUTHEASTERLY ALONG CEMETERY ROAD, SET VERTICALLY IN THE WEST FACE
 CU0753'OF THE MOST SOUTHERLY ONE OF FOUR PIERS OF THE WEST BOUND LANES OF THE
 CU0753'INTERSTATE HIGHWAY 20 OVERPASS AND 7.0 METERS (23.0 FT) WEST-SOUTHWEST
 CU0753'OF THE CENTER OF THE ROAD.
 CU0753'THE MARK IS 1.0 M ABOVE THE GROUND.
 CU0753
 CU0753                          STATION RECOVERY (1982)
 CU0753
 CU0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0165 ***********************************************************************
 CE0165  DESIGNATION -  B 146
 CE0165  PID         -  CE0165
 CE0165  STATE/COUNTY-  TX/EL PASO
 CE0165  USGS QUAD   -  HELMS WEST WELL (1995)
 CE0165
 CE0165                         *CURRENT SURVEY CONTROL
 CE0165  ___________________________________________________________________
 CE0165* NAD 83(1986)-  31 49 44.     (N)    106 06 30.     (W)     SCALED    
 CE0165* NAVD 88     -      1273.589  (meters)    4178.43   (feet)  ADJUSTED  
 CE0165  ___________________________________________________________________
 CE0165  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CE0165  DYNAMIC HT  -        1271.663 (meters)    4172.11  (feet)  COMP
 CE0165  MODELED GRAV-     979,082.9   (mgal)                       NAVD 88
 CE0165
 CE0165  VERT ORDER  -  FIRST     CLASS I
 CE0165
 CE0165.The horizontal coordinates were scaled from a topographic map and have
 CE0165.an estimated accuracy of +/- 6 seconds.
 CE0165
 CE0165.The orthometric height was determined by differential leveling
 CE0165.and adjusted by the National Geodetic Survey in November 1996..
 CE0165
 CE0165.The geoid height was determined by GEOID03.
 CE0165
 CE0165.The dynamic height is computed by dividing the NAVD 88
 CE0165.geopotential number by the normal gravity value computed on the
 CE0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0165.degrees latitude (g = 980.6199 gals.).
 CE0165
 CE0165.The modeled gravity was interpolated from observed gravity values.
 CE0165
 CE0165;                    North         East    Units  Estimated Accuracy
 CE0165;SPC TX C     - 3,253,890.      153,540.      MT  (+/- 180 meters Scaled)
 CE0165
 CE0165                          SUPERSEDED SURVEY CONTROL
 CE0165
 CE0165  NAVD 88 (06/15/91) 1273.578  (m)         4178.40   (f) UNKNOWN     1 1
 CE0165  NGVD 29 (??/??/92) 1272.934  (m)         4176.28   (f) ADJ UNCH    1 1
 CE0165
 CE0165.Superseded values are not recommended for survey control.
 CE0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0165.See file dsdata.txt to determine how the superseded data were derived.
 CE0165
 CE0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR951220(NAD 83)
 CE0165_MARKER: DB = BENCH MARK DISK
 CE0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0165_SP_SET: CONCRETE POST
 CE0165_STAMPING: B 146 1954
 CE0165_MARK LOGO: CGS   
 CE0165_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0165+STABILITY: SURFACE MOTION
 CE0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0165+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1992
 CE0165
 CE0165  HISTORY     - Date     Condition        Report By
 CE0165  HISTORY     - 1954     MONUMENTED       CGS
 CE0165  HISTORY     - 1958     GOOD             NGS
 CE0165  HISTORY     - 1981     GOOD             NGS
 CE0165  HISTORY     - 19921211 GOOD             NGS
 CE0165
 CE0165                          STATION DESCRIPTION
 CE0165
 CE0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0165'18.75 MI E FROM EL PASO.
 CE0165'ABOUT 18.75 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0165'JUNCTION OF LOOP 16 AT EL PASO, 81 FEET SOUTH OF THE CENTER LINE OF
 CE0165'THE HIGHWAY, AT THE WEST END OF A SMALL CUT, 1 FOOT NORTH OF A FENCE,
 CE0165'3 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 CE0165'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CE0165'INCHES.
 CE0165
 CE0165                          STATION RECOVERY (1981)
 CE0165
 CE0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0165'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 CE0165'30.6 KM (19.0 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0165'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0165'0.2 KM (0.1 MI) EAST OF A GRAVELED ROAD LEADING SOUTH, 0.2 KM (0.1 MI)
 CE0165'WEST OF A GRAVELED ROAD LEADING NORTHEAST, 24.7 METERS (81.0 FT)
 CE0165'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.0 METERS (36.1 FT) EAST
 CE0165'OF A UTILITY POLE AND 0.3 METERS (1.0 FT) NORTH OF A FENCE.
 CE0165'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CE0165
 CE0165                          STATION RECOVERY (1992)
 CE0165
 CE0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0165'30.4 KM (18.90 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0165'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 134.0 M (439.6 FT) EAST
 CE0165'OF THE CENTER OF A PAVED ROAD LEADING TO JOBE CONCRETE PRODUCTS
 CE0165'INCORPORATED MONTANA QUARRY, 24.5 M (80.4 FT) SOUTH OF THE HIGHWAY
 CE0165'CENTERLINE, 10.9 M (35.8 FT) EAST OF A UTILITY POLE, 0.6 M (2.0 FT)
 CE0165'ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A FENCE, 0.4 M
 CE0165'(1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 CE0165'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0873 ***********************************************************************
 CU0873  DESIGNATION -  B 1460
 CU0873  PID         -  CU0873
 CU0873  STATE/COUNTY-  TX/NOLAN
 CU0873  USGS QUAD   -  ROSCOE (1987)
 CU0873
 CU0873                         *CURRENT SURVEY CONTROL
 CU0873  ___________________________________________________________________
 CU0873* NAD 83(1986)-  32 27 33.     (N)    100 34 19.     (W)     SCALED    
 CU0873* NAVD 88     -       725.059  (meters)    2378.80   (feet)  ADJUSTED  
 CU0873  ___________________________________________________________________
 CU0873  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CU0873  DYNAMIC HT  -         724.085 (meters)    2375.60  (feet)  COMP
 CU0873  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 CU0873
 CU0873  VERT ORDER  -  FIRST     CLASS II
 CU0873
 CU0873.The horizontal coordinates were scaled from a topographic map and have
 CU0873.an estimated accuracy of +/- 6 seconds.
 CU0873
 CU0873.The orthometric height was determined by differential leveling
 CU0873.and adjusted by the National Geodetic Survey in June 1991..
 CU0873
 CU0873.The geoid height was determined by GEOID03.
 CU0873
 CU0873.The dynamic height is computed by dividing the NAVD 88
 CU0873.geopotential number by the normal gravity value computed on the
 CU0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0873.degrees latitude (g = 980.6199 gals.).
 CU0873
 CU0873.The modeled gravity was interpolated from observed gravity values.
 CU0873
 CU0873;                    North         East    Units  Estimated Accuracy
 CU0873;SPC TXNC     - 2,089,800.      405,230.      MT  (+/- 180 meters Scaled)
 CU0873
 CU0873                          SUPERSEDED SURVEY CONTROL
 CU0873
 CU0873.No superseded survey control is available for this station.
 CU0873
 CU0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA522924(NAD 83)
 CU0873_MARKER: I = METAL ROD
 CU0873_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0873_SP_SET: STAINLESS STEEL ROD
 CU0873_STAMPING: B 1460 1982
 CU0873_MARK LOGO: NGS   
 CU0873_PROJECTION: FLUSH
 CU0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0873_ROD/PIPE-DEPTH: 5.2  meters
 CU0873
 CU0873  HISTORY     - Date     Condition        Report By
 CU0873  HISTORY     - 1982     MONUMENTED       NGS
 CU0873
 CU0873                          STATION DESCRIPTION
 CU0873
 CU0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0873'3.6 KM (2.25 MI) NW FROM ROSCOE.
 CU0873'3.6 KM (2.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM THE POST
 CU0873'OFFICE IN ROSCOE, 0.6 KM (0.35 MI) SOUTHEAST OF A PAVED ROAD LEADING
 CU0873'NORTH, 37.5 METERS (123.0 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY
 CU0873'LEADING TO A FARM HOUSE, 13.8 METERS (45.3 FT) SOUTHWEST OF THE
 CU0873'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 10.2 METERS
 CU0873'(33.5 FT) NORTHEAST OF THE NEAR RAIL OF THE ROSCOE, SNYDER AND PACIFIC
 CU0873'RAILROAD AND 1.3 METERS (4.3 FT) NORTHWEST OF UTILITY POLE NUMBER
 CU0873'2-18.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0873'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CU0873'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0779 ***********************************************************************
 CU0779  DESIGNATION -  B 1461
 CU0779  PID         -  CU0779
 CU0779  STATE/COUNTY-  TX/HOWARD
 CU0779  USGS QUAD   -  IATAN (1978)
 CU0779
 CU0779                         *CURRENT SURVEY CONTROL
 CU0779  ___________________________________________________________________
 CU0779* NAD 83(1986)-  32 19 30.     (N)    101 11 34.     (W)     SCALED    
 CU0779* NAVD 88     -       684.585  (meters)    2246.01   (feet)  ADJUSTED  
 CU0779  ___________________________________________________________________
 CU0779  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CU0779  DYNAMIC HT  -         683.661 (meters)    2242.98  (feet)  COMP
 CU0779  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 CU0779
 CU0779  VERT ORDER  -  FIRST     CLASS II
 CU0779
 CU0779.The horizontal coordinates were scaled from a topographic map and have
 CU0779.an estimated accuracy of +/- 6 seconds.
 CU0779
 CU0779.The orthometric height was determined by differential leveling
 CU0779.and adjusted by the National Geodetic Survey in June 1991..
 CU0779
 CU0779.The geoid height was determined by GEOID03.
 CU0779
 CU0779.The dynamic height is computed by dividing the NAVD 88
 CU0779.geopotential number by the normal gravity value computed on the
 CU0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0779.degrees latitude (g = 980.6199 gals.).
 CU0779
 CU0779.The modeled gravity was interpolated from observed gravity values.
 CU0779
 CU0779;                    North         East    Units  Estimated Accuracy
 CU0779;SPC TXNC     - 2,076,250.      346,490.      MT  (+/- 180 meters Scaled)
 CU0779
 CU0779                          SUPERSEDED SURVEY CONTROL
 CU0779
 CU0779.No superseded survey control is available for this station.
 CU0779
 CU0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA935785(NAD 83)
 CU0779_MARKER: I = METAL ROD
 CU0779_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0779_SP_SET: STAINLESS STEEL ROD
 CU0779_STAMPING: B 1461 1982
 CU0779_MARK LOGO: NGS   
 CU0779_PROJECTION: FLUSH
 CU0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0779_ROD/PIPE-DEPTH: 7.3  meters
 CU0779
 CU0779  HISTORY     - Date     Condition        Report By
 CU0779  HISTORY     - 1982     MONUMENTED       NGS
 CU0779
 CU0779                          STATION DESCRIPTION
 CU0779
 CU0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0779'30.0 KM (18.65 MI) NE FROM BIG SPRING.
 CU0779'30.0 KM (18.65 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0779'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, 30.8 METERS (101.0 FT)
 CU0779'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 23.5
 CU0779'METERS (77.1 FT) SOUTH-SOUTHEAST OF MILEPOST 196, 22.3 METERS (73.2
 CU0779'FT) SOUTH OF THE SOUTHWEST END OF A SMALL BOX CULVERT AND 9.1 METERS
 CU0779'(29.9 FT) SOUTH-SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD.
 CU0779'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0779'THE MARK IS 0.3 METERS  NNW FROM  A WITNESS POST AND FENCE
 CU0779'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0831 ***********************************************************************
 CU0831  DESIGNATION -  B 1462
 CU0831  PID         -  CU0831
 CU0831  STATE/COUNTY-  TX/SCURRY
 CU0831  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0831
 CU0831                         *CURRENT SURVEY CONTROL
 CU0831  ___________________________________________________________________
 CU0831* NAD 83(1986)-  32 56 31.     (N)    101 04 38.     (W)     SCALED    
 CU0831* NAVD 88     -       743.288  (meters)    2438.60   (feet)  ADJUSTED  
 CU0831  ___________________________________________________________________
 CU0831  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CU0831  DYNAMIC HT  -         742.333 (meters)    2435.47  (feet)  COMP
 CU0831  MODELED GRAV-     979,327.8   (mgal)                       NAVD 88
 CU0831
 CU0831  VERT ORDER  -  FIRST     CLASS II
 CU0831
 CU0831.The horizontal coordinates were scaled from a topographic map and have
 CU0831.an estimated accuracy of +/- 6 seconds.
 CU0831
 CU0831.The orthometric height was determined by differential leveling
 CU0831.and adjusted by the National Geodetic Survey in July 2002..
 CU0831
 CU0831.The geoid height was determined by GEOID03.
 CU0831
 CU0831.The dynamic height is computed by dividing the NAVD 88
 CU0831.geopotential number by the normal gravity value computed on the
 CU0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0831.degrees latitude (g = 980.6199 gals.).
 CU0831
 CU0831.The modeled gravity was interpolated from observed gravity values.
 CU0831
 CU0831;                    North         East    Units  Estimated Accuracy
 CU0831;SPC TXNC     - 2,144,370.      359,050.      MT  (+/- 180 meters Scaled)
 CU0831
 CU0831                          SUPERSEDED SURVEY CONTROL
 CU0831
 CU0831  NAVD 88 (06/15/91)  743.244  (m)         2438.46   (f) UNKNOWN     1 2
 CU0831
 CU0831.Superseded values are not recommended for survey control.
 CU0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0831.See file dsdata.txt to determine how the superseded data were derived.
 CU0831
 CU0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB058467(NAD 83)
 CU0831_MARKER: I = METAL ROD
 CU0831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0831_SP_SET: STAINLESS STEEL ROD
 CU0831_STAMPING: B 1462 1982
 CU0831_MARK LOGO: NGS   
 CU0831_PROJECTION: FLUSH
 CU0831_MAGNETIC: I = MARKER IS A STEEL ROD
 CU0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0831+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 CU0831_ROD/PIPE-DEPTH: 8.5  meters
 CU0831
 CU0831  HISTORY     - Date     Condition        Report By
 CU0831  HISTORY     - 1982     MONUMENTED       NGS
 CU0831  HISTORY     - 19971008 GOOD             NGS
 CU0831
 CU0831                          STATION DESCRIPTION
 CU0831
 CU0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0831'34.2 KM (21.15 MI) NW FROM SNYDER.
 CU0831'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0831'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0831'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0831'NORTH ALONG FARM ROAD 1611, THENCE 20.4 KM (12.65 MI) NORTHWESTERLY
 CU0831'ALONG U.S. HIGHWAY 84, 32.3 METERS (106.0 FT) SOUTHEAST OF A UTILITY
 CU0831'POLE, 19.9 METERS (65.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 CU0831'NORTHWEST BOUND LANES OF THE HIGHWAY AND 9.5 METERS (31.2 FT)
 CU0831'NORTHWEST OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING EAST.
 CU0831'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0831'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 CU0831'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 CU0831
 CU0831                          STATION RECOVERY (1997)
 CU0831
 CU0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 CU0831'27.7 KM (17.20 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 CU0831'OF STATE HIGHWAY 208 IN SNYDER, 20.8 M (68.2 FT) NORTHEAST OF AND
 CU0831'LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 10.4
 CU0831'M (34.1 FT) NORTHWEST OF THE EXTENDED CENTER OF A GRAVELED ROAD, 8.3 M
 CU0831'(27.2 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, AND 0.3 M (1.0
 CU0831'FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 CU0831'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0469 ***********************************************************************
 DP0469  DESIGNATION -  B 1463
 DP0469  PID         -  DP0469
 DP0469  STATE/COUNTY-  TX/GARZA
 DP0469  USGS QUAD   -  POST EAST (1969)
 DP0469
 DP0469                         *CURRENT SURVEY CONTROL
 DP0469  ___________________________________________________________________
 DP0469* NAD 83(1986)-  33 08 43.     (N)    101 19 37.     (W)     SCALED    
 DP0469* NAVD 88     -       750.083  (meters)    2460.90   (feet)  ADJUSTED  
 DP0469  ___________________________________________________________________
 DP0469  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 DP0469  DYNAMIC HT  -         749.126 (meters)    2457.76  (feet)  COMP
 DP0469  MODELED GRAV-     979,336.6   (mgal)                       NAVD 88
 DP0469
 DP0469  VERT ORDER  -  FIRST     CLASS II
 DP0469
 DP0469.The horizontal coordinates were scaled from a topographic map and have
 DP0469.an estimated accuracy of +/- 6 seconds.
 DP0469
 DP0469.The orthometric height was determined by differential leveling
 DP0469.and adjusted by the National Geodetic Survey in June 1991..
 DP0469.WARNING-Repeat measurements at this control monument indicate possible
 DP0469.vertical movement.
 DP0469
 DP0469.The geoid height was determined by GEOID03.
 DP0469
 DP0469.The dynamic height is computed by dividing the NAVD 88
 DP0469.geopotential number by the normal gravity value computed on the
 DP0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0469.degrees latitude (g = 980.6199 gals.).
 DP0469
 DP0469.The modeled gravity was interpolated from observed gravity values.
 DP0469
 DP0469;                    North         East    Units  Estimated Accuracy
 DP0469;SPC TXNC     - 2,167,510.      336,310.      MT  (+/- 180 meters Scaled)
 DP0469
 DP0469                          SUPERSEDED SURVEY CONTROL
 DP0469
 DP0469.No superseded survey control is available for this station.
 DP0469
 DP0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB829698(NAD 83)
 DP0469_MARKER: DV = VERTICAL CONTROL DISK
 DP0469_SETTING: 66 = SET IN ROCK OUTCROP
 DP0469_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DP0469_STAMPING: B 1463 1982
 DP0469_MARK LOGO: NGS   
 DP0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP0469+STABILITY: POSITION/ELEVATION WELL
 DP0469
 DP0469  HISTORY     - Date     Condition        Report By
 DP0469  HISTORY     - 1982     MONUMENTED       NGS
 DP0469  HISTORY     - 19890810 GOOD             NGS
 DP0469
 DP0469                          STATION DESCRIPTION
 DP0469
 DP0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0469'7.5 KM (4.65 MI) SE FROM POST.
 DP0469'7.5 KM (4.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0469'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, IN THE CENTER
 DP0469'OF THE SOUTHEASTERN 1/2 OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY
 DP0469'CUT, 30.0 METERS (98.4 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT,
 DP0469'12.8 METERS (42.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST
 DP0469'BOUND LANES OF THE HIGHWAY AND 4.2 METERS (13.8 FT) SOUTHWEST OF A
 DP0469'FENCE.
 DP0469'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0469'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 DP0469
 DP0469                          STATION RECOVERY (1989)
 DP0469
 DP0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1632 ***********************************************************************
 AY1632  DESIGNATION -  B 1464
 AY1632  PID         -  AY1632
 AY1632  STATE/COUNTY-  TX/BEXAR
 AY1632  USGS QUAD   -  LA COSTE (1982)
 AY1632
 AY1632                         *CURRENT SURVEY CONTROL
 AY1632  ___________________________________________________________________
 AY1632* NAD 83(1986)-  29 22 26.     (N)    098 46 27.     (W)     SCALED    
 AY1632* NAVD 88     -       228.017  (meters)     748.09   (feet)  ADJUSTED  
 AY1632  ___________________________________________________________________
 AY1632  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AY1632  DYNAMIC HT  -         227.686 (meters)     747.00  (feet)  COMP
 AY1632  MODELED GRAV-     979,185.3   (mgal)                       NAVD 88
 AY1632
 AY1632  VERT ORDER  -  FIRST     CLASS II
 AY1632
 AY1632.The horizontal coordinates were scaled from a topographic map and have
 AY1632.an estimated accuracy of +/- 6 seconds.
 AY1632
 AY1632.The orthometric height was determined by differential leveling
 AY1632.and adjusted by the National Geodetic Survey in June 1991..
 AY1632
 AY1632.The geoid height was determined by GEOID03.
 AY1632
 AY1632.The dynamic height is computed by dividing the NAVD 88
 AY1632.geopotential number by the normal gravity value computed on the
 AY1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1632.degrees latitude (g = 980.6199 gals.).
 AY1632
 AY1632.The modeled gravity was interpolated from observed gravity values.
 AY1632
 AY1632;                    North         East    Units  Estimated Accuracy
 AY1632;SPC TXSC     - 4,170,760.      621,920.      MT  (+/- 180 meters Scaled)
 AY1632
 AY1632                          SUPERSEDED SURVEY CONTROL
 AY1632
 AY1632.No superseded survey control is available for this station.
 AY1632
 AY1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT219494(NAD 83)
 AY1632_MARKER: I = METAL ROD
 AY1632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1632_SP_SET: STAINLESS STEEL ROD
 AY1632_STAMPING: B 1464 1982
 AY1632_MARK LOGO: NGS   
 AY1632_PROJECTION: FLUSH
 AY1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1632_ROD/PIPE-DEPTH: 6.4  meters
 AY1632
 AY1632  HISTORY     - Date     Condition        Report By
 AY1632  HISTORY     - 1982     MONUMENTED       NGS
 AY1632  HISTORY     - 19991001 GOOD             USPSQD
 AY1632
 AY1632                          STATION DESCRIPTION
 AY1632
 AY1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1632'10.9 KM (6.75 MI) EAST FROM CASTROVILLE.
 AY1632'10.9 KM (6.75 MI) EASTERLY ALONG U.S. HIGHWAY 90 EASTBOUND FROM THE
 AY1632'JUNCTION OF FARM ROAD 471 NORTH IN CASTROVILLE, 3.5 KM (2.15 MI) EAST
 AY1632'OF THE MEDINA-BEXAR COUNTY LINE, AT A PRIVATE ENTRANCE DRIVE LEADING
 AY1632'SOUTH, 32.0 METERS (105 .0 FT) SOUTH SOUTHEAST OF CENTERLINE OF
 AY1632'EASTBOUND LANES, 28.7 METERS (94.0 FT) WEST OF A PRIVATE ROAD AND
 AY1632'CATTLE GUARD, 0.43 METERS (1.4 FT) NORTH OF A FENCE LINE, AND
 AY1632'0.61 METERS (2.0 FT) EAST OF POWERLINE POLE NUMBER 17.
 AY1632'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AY1632'THE MARK IS 0.30 M ABOVE HIGHWYY.
 AY1632
 AY1632                          STATION RECOVERY (1999)
 AY1632
 AY1632'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1677 ***********************************************************************
 AY1677  DESIGNATION -  B 1465
 AY1677  PID         -  AY1677
 AY1677  STATE/COUNTY-  TX/KENDALL
 AY1677  USGS QUAD   -  BOERNE (1982)
 AY1677
 AY1677                         *CURRENT SURVEY CONTROL
 AY1677  ___________________________________________________________________
 AY1677* NAD 83(1986)-  29 45 41.     (N)    098 42 42.     (W)     SCALED    
 AY1677* NAVD 88     -       439.683  (meters)    1442.53   (feet)  ADJUSTED  
 AY1677  ___________________________________________________________________
 AY1677  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AY1677  DYNAMIC HT  -         439.041 (meters)    1440.42  (feet)  COMP
 AY1677  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 AY1677
 AY1677  VERT ORDER  -  FIRST     CLASS II
 AY1677
 AY1677.The horizontal coordinates were scaled from a topographic map and have
 AY1677.an estimated accuracy of +/- 6 seconds.
 AY1677
 AY1677.The orthometric height was determined by differential leveling
 AY1677.and adjusted by the National Geodetic Survey in June 1991..
 AY1677
 AY1677.The geoid height was determined by GEOID03.
 AY1677
 AY1677.The dynamic height is computed by dividing the NAVD 88
 AY1677.geopotential number by the normal gravity value computed on the
 AY1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1677.degrees latitude (g = 980.6199 gals.).
 AY1677
 AY1677.The modeled gravity was interpolated from observed gravity values.
 AY1677
 AY1677;                    North         East    Units  Estimated Accuracy
 AY1677;SPC TXSC     - 4,213,720.      627,880.      MT  (+/- 180 meters Scaled)
 AY1677
 AY1677                          SUPERSEDED SURVEY CONTROL
 AY1677
 AY1677.No superseded survey control is available for this station.
 AY1677
 AY1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT278923(NAD 83)
 AY1677_MARKER: I = METAL ROD
 AY1677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1677_SP_SET: STAINLESS STEEL ROD
 AY1677_STAMPING: B 1465 1982
 AY1677_MARK LOGO: NGS   
 AY1677_PROJECTION: FLUSH
 AY1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1677_ROD/PIPE-DEPTH: 0.64 meters
 AY1677
 AY1677  HISTORY     - Date     Condition        Report By
 AY1677  HISTORY     - 1982     MONUMENTED       NGS
 AY1677  HISTORY     - 1990     GOOD             USPSQD
 AY1677  HISTORY     - 19940302 GOOD             USPSQD
 AY1677
 AY1677                          STATION DESCRIPTION
 AY1677
 AY1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1677'3.7 KM (2.35 MI) SE FROM BOERNE.
 AY1677'2.6 KM (1.65 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87
 AY1677'FROM THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 1.1 KM
 AY1677'(0.7 MI) SOUTHEAST ALONG THE EAST FRONTAGE ROAD, AT A GRAVELED PRIVATE
 AY1677'DRIVEWAY LEADING NORTHEAST, 10.3 METERS (34.0 FT) NORTHEAST OF THE
 AY1677'CENTERLINE OF FRONTAGE ROAD, 23.1 METERS (76.0 FT) NORTHWEST OF THE
 AY1677'CENTER OF THE GRAVELED DRIVEWAY, 16.0 METERS (52.5 FT) NORTHWEST OF
 AY1677'THE SOUTHEAST END OF A CHAIN LINK FENCE, 14.6 METERS (48.0 FT)
 AY1677'SOUTHEAST OF THE CENTER OF A 60 CM (2.0 FT) IN DIAMETER OAK TREE,
 AY1677'0.15 METERS (0.5 FT) SOUTHWEST OF A CHAIN LINK FENCE.  NOTE, 3
 AY1677'LOCATIONS WERE TRIED IN THIS AREA TO NO AVAIL, NOTE, ROD WAS DRIVEN TO
 AY1677'REFUSAL AND ANCHORED IN SOFT LIMESTONE ROCK.
 AY1677'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AY1677'THE MARK IS 0.46 M BELOW FRONTAGE ROAD.
 AY1677
 AY1677                          STATION RECOVERY (1990)
 AY1677
 AY1677'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1677'RECOVERED IN GOOD CONDITION.
 AY1677
 AY1677                          STATION RECOVERY (1994)
 AY1677
 AY1677'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0500 ***********************************************************************
 BN0500  DESIGNATION -  B 1466
 BN0500  PID         -  BN0500
 BN0500  STATE/COUNTY-  TX/KENDALL
 BN0500  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0500
 BN0500                         *CURRENT SURVEY CONTROL
 BN0500  ___________________________________________________________________
 BN0500* NAD 83(1986)-  30 02 58.     (N)    098 54 55.     (W)     SCALED    
 BN0500* NAVD 88     -       516.260  (meters)    1693.76   (feet)  ADJUSTED  
 BN0500  ___________________________________________________________________
 BN0500  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 BN0500  DYNAMIC HT  -         515.526 (meters)    1691.35  (feet)  COMP
 BN0500  MODELED GRAV-     979,203.1   (mgal)                       NAVD 88
 BN0500
 BN0500  VERT ORDER  -  FIRST     CLASS II
 BN0500
 BN0500.The horizontal coordinates were scaled from a topographic map and have
 BN0500.an estimated accuracy of +/- 6 seconds.
 BN0500
 BN0500.The orthometric height was determined by differential leveling
 BN0500.and adjusted by the National Geodetic Survey in June 1991..
 BN0500
 BN0500.The geoid height was determined by GEOID03.
 BN0500
 BN0500.The dynamic height is computed by dividing the NAVD 88
 BN0500.geopotential number by the normal gravity value computed on the
 BN0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0500.degrees latitude (g = 980.6199 gals.).
 BN0500
 BN0500.The modeled gravity was interpolated from observed gravity values.
 BN0500
 BN0500;                    North         East    Units  Estimated Accuracy
 BN0500;SPC TXSC     - 4,245,610.      608,170.      MT  (+/- 180 meters Scaled)
 BN0500
 BN0500                          SUPERSEDED SURVEY CONTROL
 BN0500
 BN0500.No superseded survey control is available for this station.
 BN0500
 BN0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU081242(NAD 83)
 BN0500_MARKER: I = METAL ROD
 BN0500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0500_SP_SET: STAINLESS STEEL ROD
 BN0500_STAMPING: B 1466 1982
 BN0500_MARK LOGO: NGS   
 BN0500_PROJECTION: FLUSH
 BN0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0500+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0500_ROD/PIPE-DEPTH: 3.6  meters
 BN0500
 BN0500  HISTORY     - Date     Condition        Report By
 BN0500  HISTORY     - 1982     MONUMENTED       NGS
 BN0500  HISTORY     - 19940330 GOOD             USPSQD
 BN0500  HISTORY     - 20040325 GOOD             USPSQD
 BN0500  HISTORY     - 20051102 GOOD             USPSQD
 BN0500
 BN0500                          STATION DESCRIPTION
 BN0500
 BN0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0500'8.1 KM (5.05 MI) NORTH FROM COMFORT.
 BN0500'8.1 KM (5.05 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0500'INTERSTATE 10 AT THE NORTH EDGE OF COMFORT, NEAR A Y INTERSECTION OF
 BN0500'TWO GRAVELED ROADS LEADING TO PRIVATE RESIDENCES, 36.0 METERS
 BN0500'(151.0 FT) EAST NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BN0500'12.4 METERS (40.7 FT) NORTH NORTHWEST OF THE CENTER OF A GRAVEL ROAD
 BN0500'LEADING TO A Y INTERSECTION, 17.7 METERS (58.0 FT) WEST OF THE Y
 BN0500'INTERSECTION, 9.1 METERS (30.0 FT) NORTHWEST OF THE NORTWESTERN MOST
 BN0500'ONE OF FOUR BRICK COLUMNS AT ENTRANCE ROAD TO RESIDENCES, 14.2 METERS
 BN0500'(46.5 FT) SOUTH OF A TELEPHONE POLE AT A V SHAPED INTERSECTION,
 BN0500'0.27 METERS (0.9 FT) WEST SOUTHWEST OF THE FENCE LINE.
 BN0500'THE MARK IS 0.36 METERS  S FROM A WITNESS POST.
 BN0500'THE MARK IS 1.0 M ABOVE HIGHWAY 87.
 BN0500
 BN0500                          STATION RECOVERY (1994)
 BN0500
 BN0500'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0500'RECOVERED IN GOOD CONDITION.
 BN0500
 BN0500                          STATION RECOVERY (2004)
 BN0500
 BN0500'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0500'RECOVERED IN GOOD CONDITION.
 BN0500
 BN0500                          STATION RECOVERY (2005)
 BN0500
 BN0500'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0528 ***********************************************************************
 BN0528  DESIGNATION -  B 1467
 BN0528  PID         -  BN0528
 BN0528  STATE/COUNTY-  TX/GILLESPIE
 BN0528  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0528
 BN0528                         *CURRENT SURVEY CONTROL
 BN0528  ___________________________________________________________________
 BN0528* NAD 83(1986)-  30 21 30.     (N)    098 55 45.     (W)     SCALED    
 BN0528* NAVD 88     -       621.431  (meters)    2038.81   (feet)  ADJUSTED  
 BN0528  ___________________________________________________________________
 BN0528  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 BN0528  DYNAMIC HT  -         620.548 (meters)    2035.91  (feet)  COMP
 BN0528  MODELED GRAV-     979,200.4   (mgal)                       NAVD 88
 BN0528
 BN0528  VERT ORDER  -  FIRST     CLASS II
 BN0528
 BN0528.The horizontal coordinates were scaled from a topographic map and have
 BN0528.an estimated accuracy of +/- 6 seconds.
 BN0528
 BN0528.The orthometric height was determined by differential leveling
 BN0528.and adjusted by the National Geodetic Survey in June 1991..
 BN0528
 BN0528.The geoid height was determined by GEOID03.
 BN0528
 BN0528.The dynamic height is computed by dividing the NAVD 88
 BN0528.geopotential number by the normal gravity value computed on the
 BN0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0528.degrees latitude (g = 980.6199 gals.).
 BN0528
 BN0528.The modeled gravity was interpolated from observed gravity values.
 BN0528
 BN0528;                    North         East    Units  Estimated Accuracy
 BN0528;SPC TX C     - 3,077,530.      834,980.      MT  (+/- 180 meters Scaled)
 BN0528
 BN0528                          SUPERSEDED SURVEY CONTROL
 BN0528
 BN0528.No superseded survey control is available for this station.
 BN0528
 BN0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU068584(NAD 83)
 BN0528_MARKER: I = METAL ROD
 BN0528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0528_SP_SET: STAINLESS STEEL ROD
 BN0528_STAMPING: B 1467 1982
 BN0528_MARK LOGO: NGS   
 BN0528_PROJECTION: FLUSH
 BN0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0528+STABILITY: POSITION/ELEVATION WELL
 BN0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0528+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0528_ROD/PIPE-DEPTH: 0.3  meters
 BN0528
 BN0528  HISTORY     - Date     Condition        Report By
 BN0528  HISTORY     - 1982     MONUMENTED       NGS
 BN0528  HISTORY     - 19930728 GOOD             USPSQD
 BN0528  HISTORY     - 19960309 GOOD             USPSQD
 BN0528  HISTORY     - 20051123 GOOD             USPSQD
 BN0528
 BN0528                          STATION DESCRIPTION
 BN0528
 BN0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0528'12.3 KM (7.65 MI) NW FROM FREDERICKSBURG.
 BN0528'12.3 KM (7.65 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0528'U.S. HIGHWAY 290 AND WASHINGTON STREET IN FREDERICKSBURG, AT A METAL
 BN0528'PIPE CULVERT UNDER HIGHWAY 87 AND IS SET IN THE NORTH NORTHEAST
 BN0528'RIGHT-OF-WAY FENCE LINE, 0.2 KM (0.15 MI) WEST NORTHWEST OF A TRACK
 BN0528'ROAD LEADING NORTHEAST, MARK IS EAST SOUTHEAST OF A HIGHWAY BRIDGE
 BN0528'OVER BARONS CREEK, 18.5 METERS (61.0 FT) NORTH NORTHEAST OF THE
 BN0528'CENTERLINE OF HIGHWAY 87, 11.5 METERS (38.0 FT) NORTHEAST OF THE NORTH
 BN0528'END OF THE METAL PIPE CULVERT UNDER THE HIGHWAY, 6.7 METERS (22.0 FT)
 BN0528'EAST OF AN EXTENDED LINE OF THE PIPE CULVERT, 2.2 METERS (7.5 FT) WEST
 BN0528'OF A STEEL T BAR FENCE POST NORTHEAST OF THE NORTH END OF THE METAL
 BN0528'PIPE CULVERT, AND 0.3 METER (1.0 FT) SOUTH SOUTHWEST OF A FENCE LINE.
 BN0528'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BN0528
 BN0528                          STATION RECOVERY (1993)
 BN0528
 BN0528'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0528'RECOVERED IN GOOD CONDITION.
 BN0528
 BN0528                          STATION RECOVERY (1996)
 BN0528
 BN0528'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0528'RECOVERED IN GOOD CONDITION.
 BN0528
 BN0528                          STATION RECOVERY (2005)
 BN0528
 BN0528'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0528'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0436 ***********************************************************************
 DP0436  DESIGNATION -  B 1468
 DP0436  PID         -  DP0436
 DP0436  STATE/COUNTY-  TX/LUBBOCK
 DP0436  USGS QUAD   -  SLATON (1975)
 DP0436
 DP0436                         *CURRENT SURVEY CONTROL
 DP0436  ___________________________________________________________________
 DP0436* NAD 83(1986)-  33 24 54.     (N)    101 38 04.     (W)     SCALED    
 DP0436* NAVD 88     -       936.695  (meters)    3073.14   (feet)  ADJUSTED  
 DP0436  ___________________________________________________________________
 DP0436  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 DP0436  DYNAMIC HT  -         935.484 (meters)    3069.17  (feet)  COMP
 DP0436  MODELED GRAV-     979,312.4   (mgal)                       NAVD 88
 DP0436
 DP0436  VERT ORDER  -  FIRST     CLASS II
 DP0436
 DP0436.The horizontal coordinates were scaled from a topographic map and have
 DP0436.an estimated accuracy of +/- 6 seconds.
 DP0436
 DP0436.The orthometric height was determined by differential leveling
 DP0436.and adjusted by the National Geodetic Survey in June 1991..
 DP0436
 DP0436.The geoid height was determined by GEOID03.
 DP0436
 DP0436.The dynamic height is computed by dividing the NAVD 88
 DP0436.geopotential number by the normal gravity value computed on the
 DP0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0436.degrees latitude (g = 980.6199 gals.).
 DP0436
 DP0436.The modeled gravity was interpolated from observed gravity values.
 DP0436
 DP0436;                    North         East    Units  Estimated Accuracy
 DP0436;SPC TXNC     - 2,198,220.      308,530.      MT  (+/- 180 meters Scaled)
 DP0436
 DP0436                          SUPERSEDED SURVEY CONTROL
 DP0436
 DP0436.No superseded survey control is available for this station.
 DP0436
 DP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC550003(NAD 83)
 DP0436_MARKER: I = METAL ROD
 DP0436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0436_SP_SET: STAINLESS STEEL ROD
 DP0436_STAMPING: B 1468 1982
 DP0436_MARK LOGO: NGS   
 DP0436_PROJECTION: FLUSH
 DP0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0436+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0436_ROD/PIPE-DEPTH: 4.9  meters
 DP0436
 DP0436  HISTORY     - Date     Condition        Report By
 DP0436  HISTORY     - 1982     MONUMENTED       NGS
 DP0436  HISTORY     - 19890630 GOOD             NGS
 DP0436
 DP0436                          STATION DESCRIPTION
 DP0436
 DP0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0436'27.8 KM (17.25 MI) SE FROM LUBBOCK.
 DP0436'9.6 KM (5.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0436'RAILROAD STATION IN LUBBOCK, THENCE 18.2 KM (11.3 MI) SOUTHEASTERLY
 DP0436'ALONG U.S. HIGHWAY 84, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 DP0436'THE HIGHWAY AND THE SANTA FE RAILROAD, 20.7 METERS (67.9 FT) NORTHEAST
 DP0436'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 10.5
 DP0436'METERS (34.4 FT) SOUTHEAST OF THE NEAR RAIL AND 1.5 METERS (4.9 FT)
 DP0436'NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 DP0436'THROUGH A 5-INCH LOGO CAP.
 DP0436'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DP0436'THE MARK IS 0.5 M BELOW THE TRACKS.
 DP0436
 DP0436                          STATION RECOVERY (1989)
 DP0436
 DP0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0413 ***********************************************************************
 DP0413  DESIGNATION -  B 1469
 DP0413  PID         -  DP0413
 DP0413  STATE/COUNTY-  TX/LUBBOCK
 DP0413  USGS QUAD   -  SHALLOWATER (1975)
 DP0413
 DP0413                         *CURRENT SURVEY CONTROL
 DP0413  ___________________________________________________________________
 DP0413* NAD 83(1986)-  33 38 26.     (N)    101 56 09.     (W)     SCALED    
 DP0413* NAVD 88     -       988.806  (meters)    3244.11   (feet)  ADJUSTED  
 DP0413  ___________________________________________________________________
 DP0413  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 DP0413  DYNAMIC HT  -         987.521 (meters)    3239.89  (feet)  COMP
 DP0413  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 DP0413
 DP0413  VERT ORDER  -  FIRST     CLASS II
 DP0413
 DP0413.The horizontal coordinates were scaled from a topographic map and have
 DP0413.an estimated accuracy of +/- 6 seconds.
 DP0413
 DP0413.The orthometric height was determined by differential leveling
 DP0413.and adjusted by the National Geodetic Survey in June 1991..
 DP0413
 DP0413.The geoid height was determined by GEOID03.
 DP0413
 DP0413.The dynamic height is computed by dividing the NAVD 88
 DP0413.geopotential number by the normal gravity value computed on the
 DP0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0413.degrees latitude (g = 980.6199 gals.).
 DP0413
 DP0413.The modeled gravity was interpolated from observed gravity values.
 DP0413
 DP0413;                    North         East    Units  Estimated Accuracy
 DP0413;SPC TXNC     - 2,224,100.      281,330.      MT  (+/- 180 meters Scaled)
 DP0413
 DP0413                          SUPERSEDED SURVEY CONTROL
 DP0413
 DP0413.No superseded survey control is available for this station.
 DP0413
 DP0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC276261(NAD 83)
 DP0413_MARKER: I = METAL ROD
 DP0413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0413_SP_SET: STAINLESS STEEL ROD
 DP0413_STAMPING: B 1469 1982
 DP0413_MARK LOGO: NGS   
 DP0413_PROJECTION: FLUSH
 DP0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0413_ROD/PIPE-DEPTH: 6.1  meters
 DP0413
 DP0413  HISTORY     - Date     Condition        Report By
 DP0413  HISTORY     - 1982     MONUMENTED       NGS
 DP0413
 DP0413                          STATION DESCRIPTION
 DP0413
 DP0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0413'10.9 KM (6.75 MI) NW FROM LUBBOCK.
 DP0413'10.9 KM (6.75 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0413'RAILROAD STATION IN LUBBOCK, 0.5 KM (0.3 MI) SOUTHEAST OF THE JUNCTION
 DP0413'OF FARM ROAD 2528, 118.9 METERS (390.1 FT) SOUTH OF MILEPOST 83, 108.8
 DP0413'METERS (357.0 FT) SOUTHWEST OF THE NEAR RAIL, 32.0 METERS (105.0 FT)
 DP0413'SOUTHWEST OF THE SOUTHEAST BOUND LANES OF U.S. HIGHWAY 84 AND 0.3
 DP0413'METER (1.0 FT) NORTHEAST OF A T-FENCE CORNER.  NOTE=ACCESS TO THE
 DP0413'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0413'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 DP0413'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0131 ***********************************************************************
 CR0131  DESIGNATION -  B 147
 CR0131  PID         -  CR0131
 CR0131  STATE/COUNTY-  TX/RUSK
 CR0131  USGS QUAD   -  PRICE (1973)
 CR0131
 CR0131                         *CURRENT SURVEY CONTROL
 CR0131  ___________________________________________________________________
 CR0131* NAD 83(1986)-  32 14 51.     (N)    094 56 30.     (W)     SCALED    
 CR0131* NAVD 88     -       166.804  (meters)     547.26   (feet)  ADJUSTED  
 CR0131  ___________________________________________________________________
 CR0131  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CR0131  DYNAMIC HT  -         166.609 (meters)     546.62  (feet)  COMP
 CR0131  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 CR0131
 CR0131  VERT ORDER  -  SECOND    CLASS 0
 CR0131
 CR0131.The horizontal coordinates were scaled from a topographic map and have
 CR0131.an estimated accuracy of +/- 6 seconds.
 CR0131
 CR0131.The orthometric height was determined by differential leveling
 CR0131.and adjusted by the National Geodetic Survey in June 1991..
 CR0131
 CR0131.The geoid height was determined by GEOID03.
 CR0131
 CR0131.The dynamic height is computed by dividing the NAVD 88
 CR0131.geopotential number by the normal gravity value computed on the
 CR0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0131.degrees latitude (g = 980.6199 gals.).
 CR0131
 CR0131.The modeled gravity was interpolated from observed gravity values.
 CR0131
 CR0131;                    North         East    Units  Estimated Accuracy
 CR0131;SPC TXNC     - 2,070,090.      935,260.      MT  (+/- 180 meters Scaled)
 CR0131
 CR0131                          SUPERSEDED SURVEY CONTROL
 CR0131
 CR0131  NGVD 29 (??/??/92)  166.821  (m)          547.31   (f) ADJ UNCH    2 0
 CR0131
 CR0131.Superseded values are not recommended for survey control.
 CR0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0131.See file dsdata.txt to determine how the superseded data were derived.
 CR0131
 CR0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR170695(NAD 83)
 CR0131_MARKER: DB = BENCH MARK DISK
 CR0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0131_SP_SET: COLUMN
 CR0131_STAMPING: B 147 1938
 CR0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0131
 CR0131  HISTORY     - Date     Condition        Report By
 CR0131  HISTORY     - 1938     MONUMENTED       CGS
 CR0131  HISTORY     - 1943     GOOD             NGS
 CR0131
 CR0131                          STATION DESCRIPTION
 CR0131
 CR0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CR0131'3.2 MI SE FROM OVERTON.
 CR0131'3.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CR0131'STATION AT OVERTON, RUSK COUNTY, AT A HIGHWAY OVERPASS, IN THE SOUTH
 CR0131'SIDE OF THE NORTHEAST CONCRETE COLUMN, 12 FEET NORTH OF THE CENTERLINE
 CR0131'OF THE TRACK, AND 4.5 FEET ABOVE THE RAIL.  A STANDARD DISK, STAMPED B
 CR0131'147 1938 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0522 ***********************************************************************
 EO0522  DESIGNATION -  B 1470
 EO0522  PID         -  EO0522
 EO0522  STATE/COUNTY-  TX/PARMER
 EO0522  USGS QUAD   -  LARIAT (1980)
 EO0522
 EO0522                         *CURRENT SURVEY CONTROL
 EO0522  ___________________________________________________________________
 EO0522* NAD 83(1986)-  34 21 22.     (N)    102 57 48.     (W)     SCALED    
 EO0522* NAVD 88     -      1240.181  (meters)    4068.83   (feet)  ADJUSTED  
 EO0522  ___________________________________________________________________
 EO0522  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 EO0522  DYNAMIC HT  -        1238.560 (meters)    4063.51  (feet)  COMP
 EO0522  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 EO0522
 EO0522  VERT ORDER  -  FIRST     CLASS II
 EO0522
 EO0522.The horizontal coordinates were scaled from a topographic map and have
 EO0522.an estimated accuracy of +/- 6 seconds.
 EO0522
 EO0522.The orthometric height was determined by differential leveling
 EO0522.and adjusted by the National Geodetic Survey in June 1991..
 EO0522
 EO0522.The geoid height was determined by GEOID03.
 EO0522
 EO0522.The dynamic height is computed by dividing the NAVD 88
 EO0522.geopotential number by the normal gravity value computed on the
 EO0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0522.degrees latitude (g = 980.6199 gals.).
 EO0522
 EO0522.The modeled gravity was interpolated from observed gravity values.
 EO0522
 EO0522;                    North         East    Units  Estimated Accuracy
 EO0522;SPC TX N     - 1,040,500.       65,370.      MT  (+/- 180 meters Scaled)
 EO0522
 EO0522                          SUPERSEDED SURVEY CONTROL
 EO0522
 EO0522.No superseded survey control is available for this station.
 EO0522
 EO0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU873035(NAD 83)
 EO0522_MARKER: I = METAL ROD
 EO0522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0522_SP_SET: STAINLESS STEEL ROD
 EO0522_STAMPING: B 1470 1982
 EO0522_MARK LOGO: NGS   
 EO0522_PROJECTION: FLUSH
 EO0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0522_ROD/PIPE-DEPTH: 3.7  meters
 EO0522
 EO0522  HISTORY     - Date     Condition        Report By
 EO0522  HISTORY     - 1982     MONUMENTED       NGS
 EO0522  HISTORY     - 20051023 GOOD             GEOCAC
 EO0522
 EO0522                          STATION DESCRIPTION
 EO0522
 EO0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0522'22.9 KM (14.2 MI) SE FROM CLOVIS.
 EO0522'22.9 KM (14.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM ITS
 EO0522'JUNCTION WITH STATE HIGHWAY 18 IN CLOVIS, NEW MEXICO, 16.5 METERS
 EO0522'(54.1 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 EO0522'THE HIGHWAY AND 1.8 METERS (5.9 FT) NORTHWEST OF A UTILITY POLE WITH A
 EO0522'GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EO0522'CAP.
 EO0522'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EO0522'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EO0522
 EO0522                          STATION RECOVERY (2005)
 EO0522
 EO0522'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0652 ***********************************************************************
 DQ0652  DESIGNATION -  B 1471
 DQ0652  PID         -  DQ0652
 DQ0652  STATE/COUNTY-  TX/LAMB
 DQ0652  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0652
 DQ0652                         *CURRENT SURVEY CONTROL
 DQ0652  ___________________________________________________________________
 DQ0652* NAD 83(1986)-  33 55 04.     (N)    102 22 24.     (W)     SCALED    
 DQ0652* NAVD 88     -      1095.610  (meters)    3594.51   (feet)  ADJUSTED  
 DQ0652  ___________________________________________________________________
 DQ0652  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 DQ0652  DYNAMIC HT  -        1094.188 (meters)    3589.85  (feet)  COMP
 DQ0652  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 DQ0652
 DQ0652  VERT ORDER  -  FIRST     CLASS II
 DQ0652
 DQ0652.The horizontal coordinates were scaled from a topographic map and have
 DQ0652.an estimated accuracy of +/- 6 seconds.
 DQ0652
 DQ0652.The orthometric height was determined by differential leveling
 DQ0652.and adjusted by the National Geodetic Survey in June 1991..
 DQ0652
 DQ0652.The geoid height was determined by GEOID03.
 DQ0652
 DQ0652.The dynamic height is computed by dividing the NAVD 88
 DQ0652.geopotential number by the normal gravity value computed on the
 DQ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0652.degrees latitude (g = 980.6199 gals.).
 DQ0652
 DQ0652.The modeled gravity was interpolated from observed gravity values.
 DQ0652
 DQ0652;                    North         East    Units  Estimated Accuracy
 DQ0652;SPC TXNC     - 2,256,240.      241,900.      MT  (+/- 180 meters Scaled)
 DQ0652
 DQ0652                          SUPERSEDED SURVEY CONTROL
 DQ0652
 DQ0652.No superseded survey control is available for this station.
 DQ0652
 DQ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT428561(NAD 83)
 DQ0652_MARKER: I = METAL ROD
 DQ0652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0652_SP_SET: STAINLESS STEEL ROD
 DQ0652_STAMPING: B 1471 1982
 DQ0652_MARK LOGO: NGS   
 DQ0652_PROJECTION: FLUSH
 DQ0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0652_ROD/PIPE-DEPTH: 4.9  meters
 DQ0652
 DQ0652  HISTORY     - Date     Condition        Report By
 DQ0652  HISTORY     - 1982     MONUMENTED       NGS
 DQ0652
 DQ0652                          STATION DESCRIPTION
 DQ0652
 DQ0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0652'4.8 KM (3.0 MI) WEST FROM LITTLEFIELD.
 DQ0652'3.1 KM (1.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0652'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, THENCE 1.7 KM (1.05
 DQ0652'MI) WESTERLY ALONG FARM ROAD 54, 19.5 METERS (64.0 FT) SOUTH OF THE
 DQ0652'CENTERLINE OF THE ROAD AND 1.1 METERS (3.6 FT) WEST OF A UTILITY POLE.
 DQ0652'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DQ0652'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DQ0652'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4840 ***********************************************************************
 AW4840  DESIGNATION -  B 1472
 AW4840  PID         -  AW4840
 AW4840  STATE/COUNTY-  TX/HARRIS
 AW4840  USGS QUAD   -  CLODINE (1995)
 AW4840
 AW4840                         *CURRENT SURVEY CONTROL
 AW4840  ___________________________________________________________________
 AW4840* NAD 83(1986)-  29 43 45.     (N)    095 38 40.     (W)     SCALED    
 AW4840* NAVD 88     -        26.933  (meters)      88.36   (feet)  ADJUSTED  
 AW4840  ___________________________________________________________________
 AW4840  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW4840  DYNAMIC HT  -          26.896 (meters)      88.24  (feet)  COMP
 AW4840  MODELED GRAV-     979,275.6   (mgal)                       NAVD 88
 AW4840
 AW4840  VERT ORDER  -  FIRST     CLASS II
 AW4840
 AW4840.The horizontal coordinates were scaled from a topographic map and have
 AW4840.an estimated accuracy of +/- 6 seconds.
 AW4840
 AW4840.The orthometric height was determined by differential leveling
 AW4840.and adjusted by the National Geodetic Survey in June 1991..
 AW4840
 AW4840.The geoid height was determined by GEOID03.
 AW4840
 AW4840.The dynamic height is computed by dividing the NAVD 88
 AW4840.geopotential number by the normal gravity value computed on the
 AW4840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4840.degrees latitude (g = 980.6199 gals.).
 AW4840
 AW4840.The modeled gravity was interpolated from observed gravity values.
 AW4840
 AW4840;                    North         East    Units  Estimated Accuracy
 AW4840;SPC TXSC     - 4,214,770.      924,560.      MT  (+/- 180 meters Scaled)
 AW4840
 AW4840                          SUPERSEDED SURVEY CONTROL
 AW4840
 AW4840  NGVD 29 (12/23/87)   26.927  (m)           88.34   (f) ADJUSTED    1 2
 AW4840
 AW4840.Superseded values are not recommended for survey control.
 AW4840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4840.See file dsdata.txt to determine how the superseded data were derived.
 AW4840
 AW4840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN442917(NAD 83)
 AW4840_MARKER: I = METAL ROD
 AW4840_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4840_SP_SET: STAINLESS STEEL ROD
 AW4840_STAMPING: B 1472 1983
 AW4840_MARK LOGO: NGS   
 AW4840_PROJECTION: PROJECTING 6 CENTIMETERS
 AW4840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4840+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 AW4840_ROD/PIPE-DEPTH: 7.3  meters
 AW4840
 AW4840  HISTORY     - Date     Condition        Report By
 AW4840  HISTORY     - 1983     MONUMENTED       NGS
 AW4840  HISTORY     - 1986     GOOD             NGS
 AW4840  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW4840  HISTORY     - 20040713 GOOD             USPSQD
 AW4840
 AW4840                          STATION DESCRIPTION
 AW4840
 AW4840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4840'6.1 KM (3.8 MI) SOUTH FROM ADDICKS.
 AW4840'6.1 KM (3.8 MI) SOUTH ALONG STATE HIGHWAY 6 FROM THE INTERSTATE
 AW4840'HIGHWAY 10 OVERPASS IN ADDICKS, AT THE JUNCTION OF RICHMOND AVENUE,
 AW4840'SET IN MEDIAN OF RICHMOND AVENUE, 41.15 METERS (135.0 FT) WEST OF THE
 AW4840'CENTER OF STATE HIGHWAY 6, 12.65 METERS (41.5 FT) WEST-NORTHWEST OF
 AW4840'THE CURB OF THE EAST END OF THE MEDIAN OF RICHMOND AVENUE,
 AW4840'11.73 METERS (38.5 FT) WEST-NORTHWEST OF THE CENTER OF A 0.8 METER
 AW4840'(2.6 FT) DIAMETER METAL MANHOLE COVER OWNED BY THE CITY OF HOUSTON,
 AW4840'5.33 METERS (17.5 FT) NORTH OF THE SOUTH CURB OF THE MEDIAN,
 AW4840'0.91 METERS (3.0 FT) SOUTH OF THE NORTH CURB OF THE MEDIAN,
 AW4840'3.05 METERS (10.0 FT) EAST-NORTHEAST OF A PINE SAPLING, AND
 AW4840'3.05 METERS (10.0 FT) WEST OF A PINE SAPLING.  NOTE, ROD ANCHORED AT
 AW4840'THIS DEPTH.
 AW4840'THE MARK IS 0.4 M ABOVE STREET.
 AW4840
 AW4840                          STATION RECOVERY (1986)
 AW4840
 AW4840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4840'RECOVERED IN GOOD CONDITION.
 AW4840
 AW4840                          STATION RECOVERY (1994)
 AW4840
 AW4840'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4840'MARK NOT FOUND.
 AW4840
 AW4840                          STATION RECOVERY (2004)
 AW4840
 AW4840'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0910 ***********************************************************************
 CA0910  DESIGNATION -  B 1473
 CA0910  PID         -  CA0910
 CA0910  STATE/COUNTY-  TX/BROWN
 CA0910  USGS QUAD   -  BROWNWOOD (1996)
 CA0910
 CA0910                         *CURRENT SURVEY CONTROL
 CA0910  ___________________________________________________________________
 CA0910* NAD 83(1986)-  31 44 29.     (N)    098 56 50.     (W)     SCALED    
 CA0910* NAVD 88     -       428.924  (meters)    1407.23   (feet)  ADJUSTED  
 CA0910  ___________________________________________________________________
 CA0910  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CA0910  DYNAMIC HT  -         428.366 (meters)    1405.40  (feet)  COMP
 CA0910  MODELED GRAV-     979,326.7   (mgal)                       NAVD 88
 CA0910
 CA0910  VERT ORDER  -  FIRST     CLASS II
 CA0910
 CA0910.The horizontal coordinates were scaled from a topographic map and have
 CA0910.an estimated accuracy of +/- 6 seconds.
 CA0910
 CA0910.The orthometric height was determined by differential leveling
 CA0910.and adjusted by the National Geodetic Survey in June 1991..
 CA0910
 CA0910.The geoid height was determined by GEOID03.
 CA0910
 CA0910.The dynamic height is computed by dividing the NAVD 88
 CA0910.geopotential number by the normal gravity value computed on the
 CA0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0910.degrees latitude (g = 980.6199 gals.).
 CA0910
 CA0910.The modeled gravity was interpolated from observed gravity values.
 CA0910
 CA0910;                    North         East    Units  Estimated Accuracy
 CA0910;SPC TX C     - 3,230,820.      831,340.      MT  (+/- 180 meters Scaled)
 CA0910
 CA0910                          SUPERSEDED SURVEY CONTROL
 CA0910
 CA0910.No superseded survey control is available for this station.
 CA0910
 CA0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA049117(NAD 83)
 CA0910_MARKER: I = METAL ROD
 CA0910_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0910_SP_SET: STAINLESS STEEL ROD
 CA0910_STAMPING: B 1473 1983
 CA0910_MARK LOGO: NGS   
 CA0910_PROJECTION: FLUSH
 CA0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0910_ROD/PIPE-DEPTH: 3.4  meters
 CA0910
 CA0910  HISTORY     - Date     Condition        Report By
 CA0910  HISTORY     - 1983     MONUMENTED       NGS
 CA0910
 CA0910                          STATION DESCRIPTION
 CA0910
 CA0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0910'0.2 KM (0.1 MI) SW FROM EARLY.
 CA0910'0.2 KM (0.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAYS 67 AND 377 FROM ITS
 CA0910'JUNCTION WITH U.S. HIGHWAY 183 IN EARLY, 19.6 KM (64.3 FT) SOUTHEAST
 CA0910'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY AND 1.0 METER
 CA0910'(3.3 FT) SOUTHWEST OF UTILITY POLE NUMBER 2431-757-2734 WITH A STREET
 CA0910'LIGHT AND TRANSFORMER.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A
 CA0910'5-INCH LOGO CAP.
 CA0910'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CA0910'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0936 ***********************************************************************
 CA0936  DESIGNATION -  B 1474
 CA0936  PID         -  CA0936
 CA0936  STATE/COUNTY-  TX/MILLS
 CA0936  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0936
 CA0936                         *CURRENT SURVEY CONTROL
 CA0936  ___________________________________________________________________
 CA0936* NAD 83(1986)-  31 29 59.     (N)    098 34 42.     (W)     SCALED    
 CA0936* NAVD 88     -       456.406  (meters)    1497.39   (feet)  ADJUSTED  
 CA0936  ___________________________________________________________________
 CA0936  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CA0936  DYNAMIC HT  -         455.799 (meters)    1495.40  (feet)  COMP
 CA0936  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 CA0936
 CA0936  VERT ORDER  -  FIRST     CLASS II
 CA0936
 CA0936.The horizontal coordinates were scaled from a topographic map and have
 CA0936.an estimated accuracy of +/- 6 seconds.
 CA0936
 CA0936.The orthometric height was determined by differential leveling
 CA0936.and adjusted by the National Geodetic Survey in June 1991..
 CA0936
 CA0936.The geoid height was determined by GEOID03.
 CA0936
 CA0936.The dynamic height is computed by dividing the NAVD 88
 CA0936.geopotential number by the normal gravity value computed on the
 CA0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0936.degrees latitude (g = 980.6199 gals.).
 CA0936
 CA0936.The modeled gravity was interpolated from observed gravity values.
 CA0936
 CA0936;                    North         East    Units  Estimated Accuracy
 CA0936;SPC TX C     - 3,204,520.      866,710.      MT  (+/- 180 meters Scaled)
 CA0936
 CA0936                          SUPERSEDED SURVEY CONTROL
 CA0936
 CA0936.No superseded survey control is available for this station.
 CA0936
 CA0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV400850(NAD 83)
 CA0936_MARKER: DB = BENCH MARK DISK
 CA0936_SETTING: 66 = SET IN ROCK OUTCROP
 CA0936_SP_SET: ROCK OUTCROP
 CA0936_STAMPING: B 1474 1983
 CA0936_MARK LOGO: NGS   
 CA0936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0936+STABILITY: POSITION/ELEVATION WELL
 CA0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0936+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 CA0936
 CA0936  HISTORY     - Date     Condition        Report By
 CA0936  HISTORY     - 1983     MONUMENTED       NGS
 CA0936  HISTORY     - 20050305 GOOD             USPSQD
 CA0936
 CA0936                          STATION DESCRIPTION
 CA0936
 CA0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0936'6.1 KM (3.8 MI) NW FROM GOLDTHWAITE.
 CA0936'6.1 KM (3.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 183 FROM THE
 CA0936'COURTHOUSE IN GOLDTHWAITE, IN THE NORTHWEST END OF A 2 BY 6 FT EXPOSED
 CA0936'AREA OF BEDROCK IN A HIGHWAY CUT, 62.2 METERS (204.1 FT) NORTHWEST OF
 CA0936'THE CENTER OF A GRAVELED ROAD LEADING EAST, 58.5 METERS (191.9 FT)
 CA0936'NORTHWEST OF THE SOUTHEAST END OF THE CUT AND 13.5 METERS (44.3 FT)
 CA0936'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CA0936'THE MARK IS 7.2 METERS  SW FROM A WITNESS POST.
 CA0936'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 CA0936
 CA0936                          STATION RECOVERY (2005)
 CA0936
 CA0936'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 CA0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0961 ***********************************************************************
 CA0961  DESIGNATION -  B 1475
 CA0961  PID         -  CA0961
 CA0961  STATE/COUNTY-  TX/LAMPASAS
 CA0961  USGS QUAD   -  KEMPNER (1954)
 CA0961
 CA0961                         *CURRENT SURVEY CONTROL
 CA0961  ___________________________________________________________________
 CA0961* NAD 83(1986)-  31 03 05.     (N)    098 05 45.     (W)     SCALED    
 CA0961* NAVD 88     -       287.577  (meters)     943.49   (feet)  ADJUSTED  
 CA0961  ___________________________________________________________________
 CA0961  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CA0961  DYNAMIC HT  -         287.193 (meters)     942.23  (feet)  COMP
 CA0961  MODELED GRAV-     979,298.7   (mgal)                       NAVD 88
 CA0961
 CA0961  VERT ORDER  -  FIRST     CLASS II
 CA0961
 CA0961.The horizontal coordinates were scaled from a topographic map and have
 CA0961.an estimated accuracy of +/- 6 seconds.
 CA0961
 CA0961.The orthometric height was determined by differential leveling
 CA0961.and adjusted by the National Geodetic Survey in June 1991..
 CA0961
 CA0961.The geoid height was determined by GEOID03.
 CA0961
 CA0961.The dynamic height is computed by dividing the NAVD 88
 CA0961.geopotential number by the normal gravity value computed on the
 CA0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0961.degrees latitude (g = 980.6199 gals.).
 CA0961
 CA0961.The modeled gravity was interpolated from observed gravity values.
 CA0961
 CA0961;                    North         East    Units  Estimated Accuracy
 CA0961;SPC TX C     - 3,155,650.      913,540.      MT  (+/- 180 meters Scaled)
 CA0961
 CA0961                          SUPERSEDED SURVEY CONTROL
 CA0961
 CA0961.No superseded survey control is available for this station.
 CA0961
 CA0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV862356(NAD 83)
 CA0961_MARKER: DB = BENCH MARK DISK
 CA0961_SETTING: 66 = SET IN ROCK OUTCROP
 CA0961_SP_SET: ROCK OUTCROP
 CA0961_STAMPING: B 1475 1983
 CA0961_MARK LOGO: NGS   
 CA0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0961+STABILITY: POSITION/ELEVATION WELL
 CA0961
 CA0961  HISTORY     - Date     Condition        Report By
 CA0961  HISTORY     - 1983     MONUMENTED       NGS
 CA0961  HISTORY     - 20020420 GOOD             USPSQD
 CA0961
 CA0961                          STATION DESCRIPTION
 CA0961
 CA0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0961'10.1 KM (6.25 MI) EAST FROM LAMPASAS.
 CA0961'0.4 KM (0.25 MI) WEST ALONG EAST SECOND STREET FROM THE SANTA FE
 CA0961'RAILROAD STATION IN LAMPASAS, THENCE 9.7 KM (6.0 MI) EASTERLY ALONG
 CA0961'U.S. HIGHWAY 190, IN THE CENTER OF THE SOUTHEASTERN END OF A 6 BY 9 FT
 CA0961'EXPOSED AREA OF OUTCROPPING BEDROCK, 34.4 METERS (112.9 FT) SOUTHEAST
 CA0961'OF THE CENTERLINE OF THE HIGHWAY AND 10.1 METERS (33.1 FT) SOUTH OF A
 CA0961'FENCE.
 CA0961'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CA0961'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0961
 CA0961                          STATION RECOVERY (2002)
 CA0961
 CA0961'RECOVERY NOTE BY US POWER SQUADRON 2002 (CG)
 CA0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1236 ***********************************************************************
 BZ1236  DESIGNATION -  B 1476
 BZ1236  PID         -  BZ1236
 BZ1236  STATE/COUNTY-  TX/BELL
 BZ1236  USGS QUAD   -  BELTON (1993)
 BZ1236
 BZ1236                         *CURRENT SURVEY CONTROL
 BZ1236  ___________________________________________________________________
 BZ1236* NAD 83(1986)-  31 05 08.     (N)    097 24 17.     (W)     SCALED    
 BZ1236* NAVD 88     -       171.353  (meters)     562.18   (feet)  ADJUSTED  
 BZ1236  ___________________________________________________________________
 BZ1236  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BZ1236  DYNAMIC HT  -         171.127 (meters)     561.44  (feet)  COMP
 BZ1236  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 BZ1236
 BZ1236  VERT ORDER  -  FIRST     CLASS II
 BZ1236
 BZ1236.The horizontal coordinates were scaled from a topographic map and have
 BZ1236.an estimated accuracy of +/- 6 seconds.
 BZ1236
 BZ1236.The orthometric height was determined by differential leveling
 BZ1236.and adjusted by the National Geodetic Survey in June 1991..
 BZ1236
 BZ1236.The geoid height was determined by GEOID03.
 BZ1236
 BZ1236.The dynamic height is computed by dividing the NAVD 88
 BZ1236.geopotential number by the normal gravity value computed on the
 BZ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1236.degrees latitude (g = 980.6199 gals.).
 BZ1236
 BZ1236.The modeled gravity was interpolated from observed gravity values.
 BZ1236
 BZ1236;                    North         East    Units  Estimated Accuracy
 BZ1236;SPC TX C     - 3,160,970.      979,380.      MT  (+/- 180 meters Scaled)
 BZ1236
 BZ1236                          SUPERSEDED SURVEY CONTROL
 BZ1236
 BZ1236.No superseded survey control is available for this station.
 BZ1236
 BZ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV521401(NAD 83)
 BZ1236_MARKER: I = METAL ROD
 BZ1236_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1236_SP_SET: STAINLESS STEEL ROD
 BZ1236_STAMPING: B 1476 1983
 BZ1236_MARK LOGO: NGS   
 BZ1236_PROJECTION: FLUSH
 BZ1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1236_ROD/PIPE-DEPTH: 7.3  meters
 BZ1236
 BZ1236  HISTORY     - Date     Condition        Report By
 BZ1236  HISTORY     - 1983     MONUMENTED       NGS
 BZ1236  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1236
 BZ1236                          STATION DESCRIPTION
 BZ1236
 BZ1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1236'6.6 KM (4.1 MI) WEST FROM TEMPLE.
 BZ1236'6.6 KM (4.1 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 BZ1236'STATION IN TEMPLE, 16.4 METERS (53.8 FT) SOUTHEAST OF THE NEAR RAIL,
 BZ1236'8.4 METERS (27.6 FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD AND 0.9
 BZ1236'METER (3.0 FT) EAST OF A UTILITY POLE WITH 6 GUY WIRES.  NOTE, ACCESS
 BZ1236'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BZ1236'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BZ1236'THE MARK IS 2.0 M BELOW THE TRACKS.
 BZ1236
 BZ1236                          STATION RECOVERY (2003)
 BZ1236
 BZ1236'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2478 ***********************************************************************
 CS2478  DESIGNATION -  B 1477
 CS2478  PID         -  CS2478
 CS2478  STATE/COUNTY-  TX/JOHNSON
 CS2478  USGS QUAD   -  BURLESON (1981)
 CS2478
 CS2478                         *CURRENT SURVEY CONTROL
 CS2478  ___________________________________________________________________
 CS2478* NAD 83(1986)-  32 32 36.     (N)    097 18 53.     (W)     SCALED    
 CS2478* NAVD 88     -       211.578  (meters)     694.15   (feet)  ADJUSTED  
 CS2478  ___________________________________________________________________
 CS2478  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS2478  DYNAMIC HT  -         211.325 (meters)     693.32  (feet)  COMP
 CS2478  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 CS2478
 CS2478  VERT ORDER  -  FIRST     CLASS II
 CS2478
 CS2478.The horizontal coordinates were scaled from a topographic map and have
 CS2478.an estimated accuracy of +/- 6 seconds.
 CS2478
 CS2478.The orthometric height was determined by differential leveling
 CS2478.and adjusted by the National Geodetic Survey in June 1991..
 CS2478
 CS2478.The geoid height was determined by GEOID03.
 CS2478
 CS2478.The dynamic height is computed by dividing the NAVD 88
 CS2478.geopotential number by the normal gravity value computed on the
 CS2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2478.degrees latitude (g = 980.6199 gals.).
 CS2478
 CS2478.The modeled gravity was interpolated from observed gravity values.
 CS2478
 CS2478;                    North         East    Units  Estimated Accuracy
 CS2478;SPC TXNC     - 2,097,840.      711,320.      MT  (+/- 180 meters Scaled)
 CS2478
 CS2478                          SUPERSEDED SURVEY CONTROL
 CS2478
 CS2478.No superseded survey control is available for this station.
 CS2478
 CS2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB582019(NAD 83)
 CS2478_MARKER: DB = BENCH MARK DISK
 CS2478_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2478_SP_SET: PIER
 CS2478_STAMPING: B 1477 1983
 CS2478_MARK LOGO: NGS   
 CS2478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2478
 CS2478  HISTORY     - Date     Condition        Report By
 CS2478  HISTORY     - 1983     MONUMENTED       NGS
 CS2478  HISTORY     - 1990     GOOD             USPSQD
 CS2478  HISTORY     - 19910413 GOOD             USPSQD
 CS2478  HISTORY     - 19940328 GOOD             USPSQD
 CS2478  HISTORY     - 20041023 GOOD             USPSQD
 CS2478
 CS2478                          STATION DESCRIPTION
 CS2478
 CS2478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2478'13.7 KM (8.5 MI) SOUTH FROM FORT WORTH.
 CS2478'13.7 KM (8.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS2478'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, SET VERTICALLY IN THE EAST
 CS2478'FACE OF THE MOST EASTERLY 1 OF 3 PIERS OF THE NORTH BOUND OVERPASS OF
 CS2478'A PAVED ROAD LEADING WEST TO STATE HIGHWAY 174, 7.8 METERS (25.6 FT)
 CS2478'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE ROAD AND 4.9
 CS2478'METERS (16.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 CS2478'THE MARK IS 1.3 M ABOVE THE SIDEWALK.
 CS2478
 CS2478                          STATION RECOVERY (1990)
 CS2478
 CS2478'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS2478'RECOVERED IN GOOD CONDITION.
 CS2478
 CS2478                          STATION RECOVERY (1991)
 CS2478
 CS2478'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2478'RECOVERED IN GOOD CONDITION.
 CS2478
 CS2478                          STATION RECOVERY (1994)
 CS2478
 CS2478'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2478'RECOVERED IN GOOD CONDITION.
 CS2478
 CS2478                          STATION RECOVERY (2004)
 CS2478
 CS2478'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS2478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2446 ***********************************************************************
 CS2446  DESIGNATION -  B 1478
 CS2446  PID         -  CS2446
 CS2446  STATE/COUNTY-  TX/PARKER
 CS2446  USGS QUAD   -  BROCK (1976)
 CS2446
 CS2446                         *CURRENT SURVEY CONTROL
 CS2446  ___________________________________________________________________
 CS2446* NAD 83(1986)-  32 43 36.     (N)    097 52 48.     (W)     SCALED    
 CS2446* NAVD 88     -       302.130  (meters)     991.24   (feet)  ADJUSTED  
 CS2446  ___________________________________________________________________
 CS2446  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CS2446  DYNAMIC HT  -         301.759 (meters)     990.02  (feet)  COMP
 CS2446  MODELED GRAV-     979,401.0   (mgal)                       NAVD 88
 CS2446
 CS2446  VERT ORDER  -  FIRST     CLASS II
 CS2446
 CS2446.The horizontal coordinates were scaled from a topographic map and have
 CS2446.an estimated accuracy of +/- 6 seconds.
 CS2446
 CS2446.The orthometric height was determined by differential leveling
 CS2446.and adjusted by the National Geodetic Survey in June 1991..
 CS2446
 CS2446.The geoid height was determined by GEOID03.
 CS2446
 CS2446.The dynamic height is computed by dividing the NAVD 88
 CS2446.geopotential number by the normal gravity value computed on the
 CS2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2446.degrees latitude (g = 980.6199 gals.).
 CS2446
 CS2446.The modeled gravity was interpolated from observed gravity values.
 CS2446
 CS2446;                    North         East    Units  Estimated Accuracy
 CS2446;SPC TXNC     - 2,117,720.      658,110.      MT  (+/- 180 meters Scaled)
 CS2446
 CS2446                          SUPERSEDED SURVEY CONTROL
 CS2446
 CS2446.No superseded survey control is available for this station.
 CS2446
 CS2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB049215(NAD 83)
 CS2446_MARKER: DB = BENCH MARK DISK
 CS2446_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2446_SP_SET: PIER
 CS2446_STAMPING: B 1478 1983
 CS2446_MARK LOGO: NGS   
 CS2446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2446
 CS2446  HISTORY     - Date     Condition        Report By
 CS2446  HISTORY     - 1983     MONUMENTED       NGS
 CS2446  HISTORY     - 19910522 GOOD             USPSQD
 CS2446  HISTORY     - 19950820 GOOD             USPSQD
 CS2446  HISTORY     - 19970524 GOOD             USPSQD
 CS2446  HISTORY     - 20020316 GOOD             USPSQD
 CS2446  HISTORY     - 20040327 GOOD             USPSQD
 CS2446
 CS2446                          STATION DESCRIPTION
 CS2446
 CS2446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2446'8.5 KM (5.3 MI) WEST FROM WEATHERFORD.
 CS2446'8.5 KM (5.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION
 CS2446'WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE WEST FACE
 CS2446'OF THE MOST WESTERLY 1 OF 3 PIERS OF THE EAST BOUND U.S. HIGHWAY 80
 CS2446'OVERPASS AND 8.5 METERS (27.9 FT) NORTH OF THE CENTERLINE OF THE WEST
 CS2446'BOUND LANES OF HIGHWAY 20.
 CS2446'THE MARK IS 1.4 M ABOVE THE GROUND.
 CS2446
 CS2446                          STATION RECOVERY (1991)
 CS2446
 CS2446'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2446'RECOVERED IN GOOD CONDITION.
 CS2446
 CS2446                          STATION RECOVERY (1995)
 CS2446
 CS2446'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2446'RECOVERED IN GOOD CONDITION.
 CS2446
 CS2446                          STATION RECOVERY (1997)
 CS2446
 CS2446'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2446'RECOVERED IN GOOD CONDITION.
 CS2446
 CS2446                          STATION RECOVERY (2002)
 CS2446
 CS2446'RECOVERY NOTE BY US POWER SQUADRON 2002 (WS)
 CS2446'RECOVERED IN GOOD CONDITION.
 CS2446
 CS2446                          STATION RECOVERY (2004)
 CS2446
 CS2446'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0908 ***********************************************************************
 CT0908  DESIGNATION -  B 1479
 CT0908  PID         -  CT0908
 CT0908  STATE/COUNTY-  TX/PALO PINTO
 CT0908  USGS QUAD   -  SANTO (1984)
 CT0908
 CT0908                         *CURRENT SURVEY CONTROL
 CT0908  ___________________________________________________________________
 CT0908* NAD 83(1986)-  32 34 09.     (N)    098 13 23.     (W)     SCALED    
 CT0908* NAVD 88     -       266.077  (meters)     872.95   (feet)  ADJUSTED  
 CT0908  ___________________________________________________________________
 CT0908  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CT0908  DYNAMIC HT  -         265.748 (meters)     871.87  (feet)  COMP
 CT0908  MODELED GRAV-     979,397.9   (mgal)                       NAVD 88
 CT0908
 CT0908  VERT ORDER  -  FIRST     CLASS II
 CT0908
 CT0908.The horizontal coordinates were scaled from a topographic map and have
 CT0908.an estimated accuracy of +/- 6 seconds.
 CT0908
 CT0908.The orthometric height was determined by differential leveling
 CT0908.and adjusted by the National Geodetic Survey in June 1991..
 CT0908
 CT0908.The geoid height was determined by GEOID03.
 CT0908
 CT0908.The dynamic height is computed by dividing the NAVD 88
 CT0908.geopotential number by the normal gravity value computed on the
 CT0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0908.degrees latitude (g = 980.6199 gals.).
 CT0908
 CT0908.The modeled gravity was interpolated from observed gravity values.
 CT0908
 CT0908;                    North         East    Units  Estimated Accuracy
 CT0908;SPC TXNC     - 2,100,110.      626,000.      MT  (+/- 180 meters Scaled)
 CT0908
 CT0908                          SUPERSEDED SURVEY CONTROL
 CT0908
 CT0908.No superseded survey control is available for this station.
 CT0908
 CT0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB729037(NAD 83)
 CT0908_MARKER: DB = BENCH MARK DISK
 CT0908_SETTING: 66 = SET IN ROCK OUTCROP
 CT0908_SP_SET: ROCK OUTCROP
 CT0908_STAMPING: B 1479 1983
 CT0908_MARK LOGO: NGS   
 CT0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0908+STABILITY: POSITION/ELEVATION WELL
 CT0908
 CT0908  HISTORY     - Date     Condition        Report By
 CT0908  HISTORY     - 1983     MONUMENTED       NGS
 CT0908  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0908  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0908  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0908
 CT0908                          STATION DESCRIPTION
 CT0908
 CT0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0908'46.1 KM (28.65 MI) WEST FROM WEATHERFORD.
 CT0908'46.1 KM (28.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0908'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, OR 47.7 KM (29.65 MI)
 CT0908'EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH FARM ROAD
 CT0908'2461 IN RANGER, IN THE CENTER OF THE WESTERN 1/4 OF A 6- BY 27-FT
 CT0908'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.8 KM (0.5 MI) EAST OF
 CT0908'MILEPOST 379, 114.9 METERS (377.0 FT) WEST OF THE EAST END OF A
 CT0908'HIGHWAY CUT, 39.6 METERS (129.9 FT) NORTH OF THE CENTERLINE OF A
 CT0908'FRONTAGE ROAD AND 17.9 METERS (58.7 FT) SOUTH OF THE CENTERLINE OF THE
 CT0908'EAST BOUND LANES OF THE HIGHWAY.
 CT0908'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CT0908'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CT0908
 CT0908                          STATION RECOVERY (1998)
 CT0908
 CT0908'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0908'MARK NOT FOUND.
 CT0908
 CT0908                          STATION RECOVERY (2002)
 CT0908
 CT0908'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0908'MARK NOT FOUND.
 CT0908
 CT0908                          STATION RECOVERY (2004)
 CT0908
 CT0908'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0019 ***********************************************************************
 AZ0019  DESIGNATION -  B 148
 AZ0019  PID         -  AZ0019
 AZ0019  STATE/COUNTY-  TX/EDWARDS
 AZ0019  USGS QUAD   -  HACKBERRY (1971)
 AZ0019
 AZ0019                         *CURRENT SURVEY CONTROL
 AZ0019  ___________________________________________________________________
 AZ0019* NAD 83(1986)-  29 53 54.     (N)    100 06 29.     (W)     SCALED    
 AZ0019* NAVD 88     -       614.962  (meters)    2017.59   (feet)  ADJUSTED  
 AZ0019  ___________________________________________________________________
 AZ0019  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 AZ0019  DYNAMIC HT  -         614.050 (meters)    2014.60  (feet)  COMP
 AZ0019  MODELED GRAV-     979,140.0   (mgal)                       NAVD 88
 AZ0019
 AZ0019  VERT ORDER  -  SECOND    CLASS 0
 AZ0019
 AZ0019.The horizontal coordinates were scaled from a topographic map and have
 AZ0019.an estimated accuracy of +/- 6 seconds.
 AZ0019
 AZ0019.The orthometric height was determined by differential leveling
 AZ0019.and adjusted by the National Geodetic Survey in June 1991..
 AZ0019
 AZ0019.The geoid height was determined by GEOID03.
 AZ0019
 AZ0019.The dynamic height is computed by dividing the NAVD 88
 AZ0019.geopotential number by the normal gravity value computed on the
 AZ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0019.degrees latitude (g = 980.6199 gals.).
 AZ0019
 AZ0019.The modeled gravity was interpolated from observed gravity values.
 AZ0019
 AZ0019;                    North         East    Units  Estimated Accuracy
 AZ0019;SPC TXSC     - 4,229,370.      492,990.      MT  (+/- 180 meters Scaled)
 AZ0019
 AZ0019                          SUPERSEDED SURVEY CONTROL
 AZ0019
 AZ0019  NGVD 29 (??/??/92)  614.894  (m)         2017.36   (f) ADJ UNCH    2 0
 AZ0019
 AZ0019.Superseded values are not recommended for survey control.
 AZ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0019.See file dsdata.txt to determine how the superseded data were derived.
 AZ0019
 AZ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU930080(NAD 83)
 AZ0019_MARKER: DB = BENCH MARK DISK
 AZ0019_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0019_SP_SET: LEDGE
 AZ0019_STAMPING: B 148 1939
 AZ0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0019+STABILITY: POSITION/ELEVATION WELL
 AZ0019
 AZ0019  HISTORY     - Date     Condition        Report By
 AZ0019  HISTORY     - 1939     MONUMENTED       CGS
 AZ0019  HISTORY     - 1971     GOOD             USGS
 AZ0019
 AZ0019                          STATION DESCRIPTION
 AZ0019
 AZ0019'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0019'11.11 MI SE FROM ROCKSPRINGS.
 AZ0019'7.0 MILES SOUTHEAST ALONG ST. HWY 55 FROM JCT. WITH US 377 AT EAST
 AZ0019'EDGE OF ROCKSPRINGS.  THENCE 4.11 SOUTHEASTERLY ALONG OLD ST. HWY 55,
 AZ0019'ABOUT 400 FT. EAST OF GATE, IN A LEDGE AND 20 FT. NORTH OF CENTERLINE
 AZ0019'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0924 ***********************************************************************
 CT0924  DESIGNATION -  B 1480
 CT0924  PID         -  CT0924
 CT0924  STATE/COUNTY-  TX/EASTLAND
 CT0924  USGS QUAD   -  BEAR MOUNTAIN (1987)
 CT0924
 CT0924                         *CURRENT SURVEY CONTROL
 CT0924  ___________________________________________________________________
 CT0924* NAD 83(1986)-  32 29 57.     (N)    098 30 59.     (W)     SCALED    
 CT0924* NAVD 88     -       332.464  (meters)    1090.76   (feet)  ADJUSTED  
 CT0924  ___________________________________________________________________
 CT0924  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CT0924  DYNAMIC HT  -         332.045 (meters)    1089.38  (feet)  COMP
 CT0924  MODELED GRAV-     979,368.0   (mgal)                       NAVD 88
 CT0924
 CT0924  VERT ORDER  -  FIRST     CLASS II
 CT0924
 CT0924.The horizontal coordinates were scaled from a topographic map and have
 CT0924.an estimated accuracy of +/- 6 seconds.
 CT0924
 CT0924.The orthometric height was determined by differential leveling
 CT0924.and adjusted by the National Geodetic Survey in June 1991..
 CT0924
 CT0924.The geoid height was determined by GEOID03.
 CT0924
 CT0924.The dynamic height is computed by dividing the NAVD 88
 CT0924.geopotential number by the normal gravity value computed on the
 CT0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0924.degrees latitude (g = 980.6199 gals.).
 CT0924
 CT0924.The modeled gravity was interpolated from observed gravity values.
 CT0924
 CT0924;                    North         East    Units  Estimated Accuracy
 CT0924;SPC TXNC     - 2,092,320.      598,460.      MT  (+/- 180 meters Scaled)
 CT0924
 CT0924                          SUPERSEDED SURVEY CONTROL
 CT0924
 CT0924.No superseded survey control is available for this station.
 CT0924
 CT0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA454958(NAD 83)
 CT0924_MARKER: DB = BENCH MARK DISK
 CT0924_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0924_SP_SET: ABUTMENT
 CT0924_STAMPING: B 1480 1983
 CT0924_MARK LOGO: NGS   
 CT0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0924
 CT0924  HISTORY     - Date     Condition        Report By
 CT0924  HISTORY     - 1983     MONUMENTED       NGS
 CT0924  HISTORY     - 20020316 GOOD             USPSQD
 CT0924
 CT0924                          STATION DESCRIPTION
 CT0924
 CT0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0924'18.7 KM (11.6 MI) EAST FROM RANGER.
 CT0924'18.7 KM (11.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0924'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN TOP OF THE EAST END OF THE
 CT0924'SOUTH CONCRETE ABUTMENT OF STATE HIGHWAY 16 OVERPASS OVER THE HIGHWAY,
 CT0924'19.2 METERS (63.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 CT0924'OF THE HIGHWAY AND 4.9 METERS (16.1 FT) EAST OF THE CENTERLINE OF THE
 CT0924'HIGHWAY 16.
 CT0924'THE MARK IS 1.9 M BELOW THE HIGHWAY.
 CT0924
 CT0924                          STATION RECOVERY (2002)
 CT0924
 CT0924'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0949 ***********************************************************************
 CT0949  DESIGNATION -  B 1481
 CT0949  PID         -  CT0949
 CT0949  STATE/COUNTY-  TX/EASTLAND
 CT0949  USGS QUAD   -  CISCO NORTH (1987)
 CT0949
 CT0949                         *CURRENT SURVEY CONTROL
 CT0949  ___________________________________________________________________
 CT0949* NAD 83(1986)-  32 23 33.     (N)    098 59 22.     (W)     SCALED    
 CT0949* NAVD 88     -       498.481  (meters)    1635.43   (feet)  ADJUSTED  
 CT0949  ___________________________________________________________________
 CT0949  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CT0949  DYNAMIC HT  -         497.837 (meters)    1633.32  (feet)  COMP
 CT0949  MODELED GRAV-     979,331.9   (mgal)                       NAVD 88
 CT0949
 CT0949  VERT ORDER  -  FIRST     CLASS II
 CT0949
 CT0949.The horizontal coordinates were scaled from a topographic map and have
 CT0949.an estimated accuracy of +/- 6 seconds.
 CT0949
 CT0949.The orthometric height was determined by differential leveling
 CT0949.and adjusted by the National Geodetic Survey in June 1991..
 CT0949
 CT0949.The geoid height was determined by GEOID03.
 CT0949
 CT0949.The dynamic height is computed by dividing the NAVD 88
 CT0949.geopotential number by the normal gravity value computed on the
 CT0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0949.degrees latitude (g = 980.6199 gals.).
 CT0949
 CT0949.The modeled gravity was interpolated from observed gravity values.
 CT0949
 CT0949;                    North         East    Units  Estimated Accuracy
 CT0949;SPC TXNC     - 2,080,600.      553,950.      MT  (+/- 180 meters Scaled)
 CT0949
 CT0949                          SUPERSEDED SURVEY CONTROL
 CT0949
 CT0949.No superseded survey control is available for this station.
 CT0949
 CT0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA009839(NAD 83)
 CT0949_MARKER: DB = BENCH MARK DISK
 CT0949_SETTING: 66 = SET IN ROCK OUTCROP
 CT0949_SP_SET: ROCK OUTCROP
 CT0949_STAMPING: B 1481 1983
 CT0949_MARK LOGO: NGS   
 CT0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0949+STABILITY: POSITION/ELEVATION WELL
 CT0949
 CT0949  HISTORY     - Date     Condition        Report By
 CT0949  HISTORY     - 1983     MONUMENTED       NGS
 CT0949
 CT0949                          STATION DESCRIPTION
 CT0949
 CT0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0949'31.0 KM (19.25 MI) WEST FROM RANGER.
 CT0949'28.1 KM (17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0949'JUNCTION WITH FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI)
 CT0949'NORTHWEST ALONG CONRAD HILTON AVENUE, THENCE 0.7 KM (0.45 MI) WESTERLY
 CT0949'ALONG THE MISSOURI PACIFIC RAILROAD, IN THE CENTER OF A 2- BY 9-FT
 CT0949'EXPOSED AREA OF OUTCROPPING BEDROCK, 30.9 METERS (101.4 FT) NORTH OF A
 CT0949'FENCE, 27.8 METERS (91.2 FT) EAST OF THE EXTENDED CENTER OF A GRAVELED
 CT0949'ROAD LEADING SOUTH AND 16.0 METERS (52.5 FT) SOUTH OF THE NEAR RAIL.
 CT0949'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CT0949'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0628 ***********************************************************************
 DO0628  DESIGNATION -  B 1482
 DO0628  PID         -  DO0628
 DO0628  STATE/COUNTY-  TX/CLAY
 DO0628  USGS QUAD   -  HENRIETTA (1984)
 DO0628
 DO0628                         *CURRENT SURVEY CONTROL
 DO0628  ___________________________________________________________________
 DO0628* NAD 83(1986)-  33 49 38.     (N)    098 14 43.     (W)     SCALED    
 DO0628* NAVD 88     -       260.928  (meters)     856.06   (feet)  ADJUSTED  
 DO0628  ___________________________________________________________________
 DO0628  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DO0628  DYNAMIC HT  -         260.640 (meters)     855.12  (feet)  COMP
 DO0628  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 DO0628
 DO0628  VERT ORDER  -  FIRST     CLASS II
 DO0628
 DO0628.The horizontal coordinates were scaled from a topographic map and have
 DO0628.an estimated accuracy of +/- 6 seconds.
 DO0628
 DO0628.The orthometric height was determined by differential leveling
 DO0628.and adjusted by the National Geodetic Survey in June 1991..
 DO0628
 DO0628.The geoid height was determined by GEOID03.
 DO0628
 DO0628.The dynamic height is computed by dividing the NAVD 88
 DO0628.geopotential number by the normal gravity value computed on the
 DO0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0628.degrees latitude (g = 980.6199 gals.).
 DO0628
 DO0628.The modeled gravity was interpolated from observed gravity values.
 DO0628
 DO0628;                    North         East    Units  Estimated Accuracy
 DO0628;SPC TXNC     - 2,239,620.      623,580.      MT  (+/- 180 meters Scaled)
 DO0628
 DO0628                          SUPERSEDED SURVEY CONTROL
 DO0628
 DO0628.No superseded survey control is available for this station.
 DO0628
 DO0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC698432(NAD 83)
 DO0628_MARKER: I = METAL ROD
 DO0628_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO0628+WITH SETTING: INFORMATION.
 DO0628_SP_SET: SHALLOW SET METAL ROD
 DO0628_STAMPING: B 1482 1984
 DO0628_MARK LOGO: NGS   
 DO0628_PROJECTION: FLUSH
 DO0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0628_ROD/PIPE-DEPTH: 1.8  meters
 DO0628
 DO0628  HISTORY     - Date     Condition        Report By
 DO0628  HISTORY     - 1984     MONUMENTED       NGS
 DO0628
 DO0628                          STATION DESCRIPTION
 DO0628
 DO0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0628'24.8 KM (15.4 MI) SE FROM WICHITA FALLS.
 DO0628'24.8 KM (15.4 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0628'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, 106.0 METERS
 DO0628'(347.8 FT) NORTHEAST OF THE NEAR RAIL, 35.4 METERS (116.1 FT) SOUTH OF
 DO0628'THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF U.S. HIGHWAY 287, AND
 DO0628'0.6 METER (2.0 FT) WEST OF A FENCE CORNER.  NOTE=REFUSAL WAS REACHED
 DO0628'AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DO0628'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DO0628'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0652 ***********************************************************************
 DO0652  DESIGNATION -  B 1483
 DO0652  PID         -  DO0652
 DO0652  STATE/COUNTY-  TX/WICHITA
 DO0652  USGS QUAD   -  FOWLKES (1968)
 DO0652
 DO0652                         *CURRENT SURVEY CONTROL
 DO0652  ___________________________________________________________________
 DO0652* NAD 83(1986)-  33 59 24.     (N)    098 49 28.     (W)     SCALED    
 DO0652* NAVD 88     -       326.158  (meters)    1070.07   (feet)  ADJUSTED  
 DO0652  ___________________________________________________________________
 DO0652  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DO0652  DYNAMIC HT  -         325.799 (meters)    1068.89  (feet)  COMP
 DO0652  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 DO0652
 DO0652  VERT ORDER  -  FIRST     CLASS II
 DO0652
 DO0652.The horizontal coordinates were scaled from a topographic map and have
 DO0652.an estimated accuracy of +/- 6 seconds.
 DO0652
 DO0652.The orthometric height was determined by differential leveling
 DO0652.and adjusted by the National Geodetic Survey in June 1991..
 DO0652
 DO0652.The geoid height was determined by GEOID03.
 DO0652
 DO0652.The dynamic height is computed by dividing the NAVD 88
 DO0652.geopotential number by the normal gravity value computed on the
 DO0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0652.degrees latitude (g = 980.6199 gals.).
 DO0652
 DO0652.The modeled gravity was interpolated from observed gravity values.
 DO0652
 DO0652;                    North         East    Units  Estimated Accuracy
 DO0652;SPC TXNC     - 2,257,690.      570,020.      MT  (+/- 180 meters Scaled)
 DO0652
 DO0652                          SUPERSEDED SURVEY CONTROL
 DO0652
 DO0652.No superseded survey control is available for this station.
 DO0652
 DO0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC162610(NAD 83)
 DO0652_MARKER: DB = BENCH MARK DISK
 DO0652_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO0652_SP_SET: PIER
 DO0652_STAMPING: B 1483 1984
 DO0652_MARK LOGO: NGS   
 DO0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0652
 DO0652  HISTORY     - Date     Condition        Report By
 DO0652  HISTORY     - 1984     MONUMENTED       NGS
 DO0652  HISTORY     - 20010530 GOOD             USPSQD
 DO0652
 DO0652                          STATION DESCRIPTION
 DO0652
 DO0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0652'32.6 KM (20.25 MI) NW FROM WICHITA FALLS.
 DO0652'32.6 KM (20.25 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN
 DO0652'RAILROAD FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, SET
 DO0652'VERTICALLY IN THE WEST FACE OF THE MOST SOUTHERLY 1 OF 3 COLUMNS OF
 DO0652'THE 1ST PIER EAST OF A PAVED ROAD UNDER THE EAST BOUND LANES OF U.S.
 DO0652'HIGHWAY 287 OVERPASS, 90.8 METERS (297.9 FT) NORTH OF THE NEAR RAIL,
 DO0652'7.8 METERS (25.6 FT) EAST OF THE CENTERLINE OF THE ROAD, AND
 DO0652'4.7 METERS (15.4 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANES OF
 DO0652'THE HIGHWAY.
 DO0652'THE MARK IS 1.3 M ABOVE THE ROAD.
 DO0652
 DO0652                          STATION RECOVERY (2001)
 DO0652
 DO0652'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0551 ***********************************************************************
 EM0551  DESIGNATION -  B 1484
 EM0551  PID         -  EM0551
 EM0551  STATE/COUNTY-  TX/WILBARGER
 EM0551  USGS QUAD   -  TOLBERT (1983)
 EM0551
 EM0551                         *CURRENT SURVEY CONTROL
 EM0551  ___________________________________________________________________
 EM0551* NAD 83(1986)-  34 14 36.     (N)    099 27 27.     (W)     SCALED    
 EM0551* NAVD 88     -       430.758  (meters)    1413.25   (feet)  ADJUSTED  
 EM0551  ___________________________________________________________________
 EM0551  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0551  DYNAMIC HT  -         430.273 (meters)    1411.65  (feet)  COMP
 EM0551  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 EM0551
 EM0551  VERT ORDER  -  FIRST     CLASS II
 EM0551
 EM0551.The horizontal coordinates were scaled from a topographic map and have
 EM0551.an estimated accuracy of +/- 6 seconds.
 EM0551
 EM0551.The orthometric height was determined by differential leveling
 EM0551.and adjusted by the National Geodetic Survey in June 1991..
 EM0551
 EM0551.The geoid height was determined by GEOID03.
 EM0551
 EM0551.The dynamic height is computed by dividing the NAVD 88
 EM0551.geopotential number by the normal gravity value computed on the
 EM0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0551.degrees latitude (g = 980.6199 gals.).
 EM0551
 EM0551.The modeled gravity was interpolated from observed gravity values.
 EM0551
 EM0551;                    North         East    Units  Estimated Accuracy
 EM0551;SPC TXNC     - 2,286,150.      511,790.      MT  (+/- 180 meters Scaled)
 EM0551
 EM0551                          SUPERSEDED SURVEY CONTROL
 EM0551
 EM0551.No superseded survey control is available for this station.
 EM0551
 EM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC578892(NAD 83)
 EM0551_MARKER: I = METAL ROD
 EM0551_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EM0551_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EM0551_STAMPING: B 1484 1984
 EM0551_MARK LOGO: NGS   
 EM0551_PROJECTION: FLUSH
 EM0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0551+STABILITY: POSITION/ELEVATION WELL
 EM0551_ROD/PIPE-DEPTH: 9.1  meters
 EM0551_SLEEVE-DEPTH  : 8.7 meters
 EM0551
 EM0551  HISTORY     - Date     Condition        Report By
 EM0551  HISTORY     - 1984     MONUMENTED       NGS
 EM0551  HISTORY     - 1984     GOOD             NGS
 EM0551
 EM0551                          STATION DESCRIPTION
 EM0551
 EM0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0551'5.4 KM (3.35 MI) SE FROM CHILLICOTHE.
 EM0551'5.4 KM (3.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 EM0551'OFFICE IN CHILLICOTHE, AT A POWERLINE CROSSING THE HIGHWAY, 46.9
 EM0551'METERS (153.9 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND
 EM0551'LANES OF THE HIGHWAY, 9.6 METERS (31.5 FT) WEST OF THE CENTER OF A
 EM0551'GRAVELED ROAD, AND 2.2 METERS (7.2 FT) NORTH OF A UTILITY POLE WITH A
 EM0551'GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EM0551'CAP.
 EM0551'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EM0551'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EM0551
 EM0551                          STATION RECOVERY (1984)
 EM0551
 EM0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2498 ***********************************************************************
 CS2498  DESIGNATION -  B 1485
 CS2498  PID         -  CS2498
 CS2498  STATE/COUNTY-  TX/TARRANT
 CS2498  USGS QUAD   -  HALTOM CITY (1981)
 CS2498
 CS2498                         *CURRENT SURVEY CONTROL
 CS2498  ___________________________________________________________________
 CS2498* NAD 83(1986)-  32 51 37.     (N)    097 21 51.     (W)     SCALED    
 CS2498* NAVD 88     -       222.189  (meters)     728.97   (feet)  ADJUSTED  
 CS2498  ___________________________________________________________________
 CS2498  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CS2498  DYNAMIC HT  -         221.928 (meters)     728.11  (feet)  COMP
 CS2498  MODELED GRAV-     979,457.3   (mgal)                       NAVD 88
 CS2498
 CS2498  VERT ORDER  -  FIRST     CLASS II
 CS2498
 CS2498.The horizontal coordinates were scaled from a topographic map and have
 CS2498.an estimated accuracy of +/- 6 seconds.
 CS2498
 CS2498.The orthometric height was determined by differential leveling
 CS2498.and adjusted by the National Geodetic Survey in June 1991..
 CS2498
 CS2498.The geoid height was determined by GEOID03.
 CS2498
 CS2498.The dynamic height is computed by dividing the NAVD 88
 CS2498.geopotential number by the normal gravity value computed on the
 CS2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2498.degrees latitude (g = 980.6199 gals.).
 CS2498
 CS2498.The modeled gravity was interpolated from observed gravity values.
 CS2498
 CS2498;                    North         East    Units  Estimated Accuracy
 CS2498;SPC TXNC     - 2,132,930.      706,300.      MT  (+/- 180 meters Scaled)
 CS2498
 CS2498                          SUPERSEDED SURVEY CONTROL
 CS2498
 CS2498.No superseded survey control is available for this station.
 CS2498
 CS2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB530369(NAD 83)
 CS2498_MARKER: I = METAL ROD
 CS2498_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2498+WITH SETTING: INFORMATION.
 CS2498_SP_SET: SHALLOW SET METAL ROD
 CS2498_STAMPING: B 1485 1984
 CS2498_MARK LOGO: NGS   
 CS2498_PROJECTION: FLUSH
 CS2498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2498_ROD/PIPE-DEPTH: 1.5  meters
 CS2498
 CS2498  HISTORY     - Date     Condition        Report By
 CS2498  HISTORY     - 1984     MONUMENTED       NGS
 CS2498  HISTORY     - 19951118 GOOD             USPSQD
 CS2498  HISTORY     - 20021212 MARK NOT FOUND   GEOCAC
 CS2498
 CS2498                          STATION DESCRIPTION
 CS2498
 CS2498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 CS2498'IN SAGINAW.
 CS2498'IN SAGINAW, AT THE INTERSECTION OF SANTA FE RAILROAD AND MC LEROY
 CS2498'BOULEVARD, 33.3 METERS (109.3 FT) EAST OF THE CENTERLINE OF U.S.
 CS2498'HIGHWAYS 287 AND 81, 3.9 METERS (12.8 FT) NORTH OF THE CENTERLINE OF
 CS2498'THE BOULEVARD, 3.6 M (11.8 FT) WEST OF THE NEAR RAIL, AND 0.6 METER
 CS2498'(2.0 FT) NORTH OF A UTILITY BRACE POLE.  NOTE=REFUSAL WAS REACHED AT
 CS2498'5.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2498'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CS2498'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 CS2498
 CS2498                          STATION RECOVERY (1995)
 CS2498
 CS2498'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2498'RECOVERED IN GOOD CONDITION.
 CS2498
 CS2498                          STATION RECOVERY (2002)
 CS2498
 CS2498'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0942 ***********************************************************************
 DN0942  DESIGNATION -  B 1486
 DN0942  PID         -  DN0942
 DN0942  STATE/COUNTY-  TX/MONTAGUE
 DN0942  USGS QUAD   -  BOWIE (1978)
 DN0942
 DN0942                         *CURRENT SURVEY CONTROL
 DN0942  ___________________________________________________________________
 DN0942* NAD 83(1986)-  33 31 17.     (N)    097 48 44.     (W)     SCALED    
 DN0942* NAVD 88     -       320.597  (meters)    1051.83   (feet)  ADJUSTED  
 DN0942  ___________________________________________________________________
 DN0942  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DN0942  DYNAMIC HT  -         320.244 (meters)    1050.67  (feet)  COMP
 DN0942  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 DN0942
 DN0942  VERT ORDER  -  FIRST     CLASS II
 DN0942
 DN0942.The horizontal coordinates were scaled from a topographic map and have
 DN0942.an estimated accuracy of +/- 6 seconds.
 DN0942
 DN0942.The orthometric height was determined by differential leveling
 DN0942.and adjusted by the National Geodetic Survey in June 1991..
 DN0942
 DN0942.The geoid height was determined by GEOID03.
 DN0942
 DN0942.The dynamic height is computed by dividing the NAVD 88
 DN0942.geopotential number by the normal gravity value computed on the
 DN0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0942.degrees latitude (g = 980.6199 gals.).
 DN0942
 DN0942.The modeled gravity was interpolated from observed gravity values.
 DN0942
 DN0942;                    North         East    Units  Estimated Accuracy
 DN0942;SPC TXNC     - 2,205,880.      663,890.      MT  (+/- 180 meters Scaled)
 DN0942
 DN0942                          SUPERSEDED SURVEY CONTROL
 DN0942
 DN0942.No superseded survey control is available for this station.
 DN0942
 DN0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC103097(NAD 83)
 DN0942_MARKER: I = METAL ROD
 DN0942_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0942_SP_SET: STAINLESS STEEL ROD
 DN0942_STAMPING: B 1486 1984
 DN0942_MARK LOGO: NGS   
 DN0942_PROJECTION: FLUSH
 DN0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0942_ROD/PIPE-DEPTH: 6.4  meters
 DN0942
 DN0942  HISTORY     - Date     Condition        Report By
 DN0942  HISTORY     - 1984     MONUMENTED       NGS
 DN0942  HISTORY     - 19961130 MARK NOT FOUND   USPSQD
 DN0942
 DN0942                          STATION DESCRIPTION
 DN0942
 DN0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0942'5.3 KM (3.3 MI) SE FROM BOWIE.
 DN0942'5.3 KM (3.3 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0942'FROM THE STATION IN BOWIE, 26.8 METERS (87.9 FT) NORTHEAST OF THE
 DN0942'CENTERLINE OF STATE HIGHWAY 101, 11.0 METERS (36.1 FT) SOUTHWEST OF
 DN0942'THE NEAR RAIL, 8.6 METERS (28.2 FT) SOUTHEAST OF THE CENTER OF A
 DN0942'GRAVELED ROAD, 6.6 METERS (21.7 FT) EAST OF THE EAST CORNER OF A BOX
 DN0942'CULVERT, AND 1.2 M (3.9 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS
 DN0942'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DN0942'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DN0942'THE MARK IS 2.0 M BELOW THE TRACKS.
 DN0942
 DN0942                          STATION RECOVERY (1996)
 DN0942
 DN0942'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0546 ***********************************************************************
 EM0546  DESIGNATION -  B 1487
 EM0546  PID         -  EM0546
 EM0546  STATE/COUNTY-  TX/WILBARGER
 EM0546  USGS QUAD   -  TOLBERT (1983)
 EM0546
 EM0546                         *CURRENT SURVEY CONTROL
 EM0546  ___________________________________________________________________
 EM0546* NAD 83(1986)-  34 12 44.     (N)    099 22 49.     (W)     SCALED    
 EM0546* NAVD 88     -       388.083  (meters)    1273.24   (feet)  ADJUSTED  
 EM0546  ___________________________________________________________________
 EM0546  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0546  DYNAMIC HT  -         387.646 (meters)    1271.80  (feet)  COMP
 EM0546  MODELED GRAV-     979,500.4   (mgal)                       NAVD 88
 EM0546
 EM0546  VERT ORDER  -  FIRST     CLASS II
 EM0546
 EM0546.The horizontal coordinates were scaled from a topographic map and have
 EM0546.an estimated accuracy of +/- 6 seconds.
 EM0546
 EM0546.The orthometric height was determined by differential leveling
 EM0546.and adjusted by the National Geodetic Survey in June 1991..
 EM0546
 EM0546.The geoid height was determined by GEOID03.
 EM0546
 EM0546.The dynamic height is computed by dividing the NAVD 88
 EM0546.geopotential number by the normal gravity value computed on the
 EM0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0546.degrees latitude (g = 980.6199 gals.).
 EM0546
 EM0546.The modeled gravity was interpolated from observed gravity values.
 EM0546
 EM0546;                    North         East    Units  Estimated Accuracy
 EM0546;SPC TXNC     - 2,282,640.      518,870.      MT  (+/- 180 meters Scaled)
 EM0546
 EM0546                          SUPERSEDED SURVEY CONTROL
 EM0546
 EM0546.No superseded survey control is available for this station.
 EM0546
 EM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC649857(NAD 83)
 EM0546_MARKER: DB = BENCH MARK DISK
 EM0546_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0546_SP_SET: PIER
 EM0546_STAMPING: B 1487 1984
 EM0546_MARK LOGO: NGS   
 EM0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0546
 EM0546  HISTORY     - Date     Condition        Report By
 EM0546  HISTORY     - 1984     MONUMENTED       NGS
 EM0546
 EM0546                          STATION DESCRIPTION
 EM0546
 EM0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0546'10.9 KM (6.75 MI) NW FROM VERNON.
 EM0546'10.9 KM (6.75 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0546'FROM THE STATION IN VERNON, SET VERTICALLY IN THE SOUTHEAST FACE OF
 EM0546'THE MOST SOUTHEASTERLY 1 OF 2 COLUMNS OF THE 1ST PIER NORTHEAST OF THE
 EM0546'SOUTHWEST ABUTMENT OF FARM ROAD 432 OVERPASS OVER U.S. HIGHWAY 287,
 EM0546'157.0 METERS (515.1 FT) NORTHEAST OF THE NEAR RAIL, 12.8 METERS
 EM0546'(42.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 EM0546'THE HIGHWAY, AND 2.8 METERS (9.2 FT) SOUTHEAST OF THE CENTER OF THE
 EM0546'ROAD.
 EM0546'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1280 ***********************************************************************
 GL1280  DESIGNATION -  B 1488
 GL1280  PID         -  GL1280
 GL1280  STATE/COUNTY-  TX/HARTLEY
 GL1280  USGS QUAD   -  DALHART EAST (1973)
 GL1280
 GL1280                         *CURRENT SURVEY CONTROL
 GL1280  ___________________________________________________________________
 GL1280* NAD 83(1986)-  36 02 12.     (N)    102 29 04.     (W)     SCALED    
 GL1280* NAVD 88     -      1212.905  (meters)    3979.34   (feet)  ADJUSTED  
 GL1280  ___________________________________________________________________
 GL1280  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 GL1280  DYNAMIC HT  -        1211.493 (meters)    3974.71  (feet)  COMP
 GL1280  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 GL1280
 GL1280  VERT ORDER  -  FIRST     CLASS II
 GL1280
 GL1280.The horizontal coordinates were scaled from a topographic map and have
 GL1280.an estimated accuracy of +/- 6 seconds.
 GL1280
 GL1280.The orthometric height was determined by differential leveling
 GL1280.and adjusted by the National Geodetic Survey in June 1991..
 GL1280
 GL1280.The geoid height was determined by GEOID03.
 GL1280
 GL1280.The dynamic height is computed by dividing the NAVD 88
 GL1280.geopotential number by the normal gravity value computed on the
 GL1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1280.degrees latitude (g = 980.6199 gals.).
 GL1280
 GL1280.The modeled gravity was interpolated from observed gravity values.
 GL1280
 GL1280;                    North         East    Units  Estimated Accuracy
 GL1280;SPC TX N     - 1,226,390.      111,280.      MT  (+/- 180 meters Scaled)
 GL1280
 GL1280                          SUPERSEDED SURVEY CONTROL
 GL1280
 GL1280.No superseded survey control is available for this station.
 GL1280
 GL1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV266909(NAD 83)
 GL1280_MARKER: I = METAL ROD
 GL1280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1280_SP_SET: STAINLESS STEEL ROD
 GL1280_STAMPING: B 1488 1985
 GL1280_MARK LOGO: NGS   
 GL1280_PROJECTION: FLUSH
 GL1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1280_ROD/PIPE-DEPTH: 9.5  meters
 GL1280
 GL1280  HISTORY     - Date     Condition        Report By
 GL1280  HISTORY     - 1985     MONUMENTED       NGS
 GL1280
 GL1280                          STATION DESCRIPTION
 GL1280
 GL1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1280'4.6 KM (2.85 MI) SOUTH FROM DALHART.
 GL1280'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1280'WITH U.S. HIGHWAY 54 IN DALHART, 21.9 M (71.9 FT) NORTHWEST OF THE
 GL1280'CENTERLINE OF FARM ROAD 281, 15.3 M (50.2 FT) NORTHEAST OF THE
 GL1280'CENTERLINE OF THE HIGHWAY, 8.5 M (27.9 FT) NORTHWEST OF A FENCE
 GL1280'CORNER, AND 0.8 M (2.6 FT) SOUTHWEST OF UTILITY POLE NUMBER 28-1.
 GL1280'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1280'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 GL1280'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0602 ***********************************************************************
 EN0602  DESIGNATION -  B 1489
 EN0602  PID         -  EN0602
 EN0602  STATE/COUNTY-  TX/HALL
 EN0602  USGS QUAD   -  ESTELLINE NW (1984)
 EN0602
 EN0602                         *CURRENT SURVEY CONTROL
 EN0602  ___________________________________________________________________
 EN0602* NAD 83(1986)-  34 40 26.     (N)    100 29 01.     (W)     SCALED    
 EN0602* NAVD 88     -       597.668  (meters)    1960.85   (feet)  ADJUSTED  
 EN0602  ___________________________________________________________________
 EN0602  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 EN0602  DYNAMIC HT  -         597.000 (meters)    1958.66  (feet)  COMP
 EN0602  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 EN0602
 EN0602  VERT ORDER  -  FIRST     CLASS II
 EN0602
 EN0602.The horizontal coordinates were scaled from a topographic map and have
 EN0602.an estimated accuracy of +/- 6 seconds.
 EN0602
 EN0602.The orthometric height was determined by differential leveling
 EN0602.and adjusted by the National Geodetic Survey in June 1991..
 EN0602
 EN0602.The geoid height was determined by GEOID03.
 EN0602
 EN0602.The dynamic height is computed by dividing the NAVD 88
 EN0602.geopotential number by the normal gravity value computed on the
 EN0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0602.degrees latitude (g = 980.6199 gals.).
 EN0602
 EN0602.The modeled gravity was interpolated from observed gravity values.
 EN0602
 EN0602;                    North         East    Units  Estimated Accuracy
 EN0602;SPC TX N     - 1,075,240.      293,150.      MT  (+/- 180 meters Scaled)
 EN0602
 EN0602                          SUPERSEDED SURVEY CONTROL
 EN0602
 EN0602.No superseded survey control is available for this station.
 EN0602
 EN0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD640378(NAD 83)
 EN0602_MARKER: I = METAL ROD
 EN0602_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0602_SP_SET: STAINLESS STEEL ROD
 EN0602_STAMPING: B 1489 1984
 EN0602_MARK LOGO: NGS   
 EN0602_PROJECTION: FLUSH
 EN0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0602_ROD/PIPE-DEPTH: 10.7 meters
 EN0602
 EN0602  HISTORY     - Date     Condition        Report By
 EN0602  HISTORY     - 1984     MONUMENTED       NGS
 EN0602
 EN0602                          STATION DESCRIPTION
 EN0602
 EN0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0602'7.3 KM (4.55 MI) SE FROM MEMPHIS.
 EN0602'7.3 KM (4.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0602'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 0.4 KM (0.25 MI) NORTH OF
 EN0602'RAILROAD MILEPOST 246, 33.3 M (109.3 FT) SOUTH OF THE CENTER OF FARM
 EN0602'ROAD 1619, 16.2 M (53.1 FT) EAST OF THE CENTERLINE OF THE NORTHWEST
 EN0602'BOUND LANES OF THE HIGHWAY, 11.6 M (38.1 FT) WEST OF THE NEAR RAIL OF
 EN0602'THE BURLINGTON NORTHERN RAILROAD, AND 1.7 M (5.6 FT) NORTH OF A
 EN0602'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EN0602'CAP.
 EN0602'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EN0602'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2142 ***********************************************************************
 BY2142  DESIGNATION -  B 149
 BY2142  PID         -  BY2142
 BY2142  STATE/COUNTY-  TX/ANDERSON
 BY2142  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2142
 BY2142                         *CURRENT SURVEY CONTROL
 BY2142  ___________________________________________________________________
 BY2142* NAD 83(1986)-  31 47 07.     (N)    095 39 48.     (W)     SCALED    
 BY2142* NAVD 88     -       192.621  (meters)     631.96   (feet)  ADJUSTED  
 BY2142  ___________________________________________________________________
 BY2142  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY2142  DYNAMIC HT  -         192.387 (meters)     631.19  (feet)  COMP
 BY2142  MODELED GRAV-     979,422.6   (mgal)                       NAVD 88
 BY2142
 BY2142  VERT ORDER  -  SECOND    CLASS 0
 BY2142
 BY2142.The horizontal coordinates were scaled from a topographic map and have
 BY2142.an estimated accuracy of +/- 6 seconds.
 BY2142
 BY2142.The orthometric height was determined by differential leveling
 BY2142.and adjusted by the National Geodetic Survey in June 1991..
 BY2142
 BY2142.The geoid height was determined by GEOID03.
 BY2142
 BY2142.The dynamic height is computed by dividing the NAVD 88
 BY2142.geopotential number by the normal gravity value computed on the
 BY2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2142.degrees latitude (g = 980.6199 gals.).
 BY2142
 BY2142.The modeled gravity was interpolated from observed gravity values.
 BY2142
 BY2142;                    North         East    Units  Estimated Accuracy
 BY2142;SPC TX C     - 3,244,150.    1,142,170.      MT  (+/- 180 meters Scaled)
 BY2142
 BY2142                          SUPERSEDED SURVEY CONTROL
 BY2142
 BY2142  NGVD 29 (??/??/92)  192.594  (m)          631.87   (f) ADJ UNCH    2 0
 BY2142
 BY2142.Superseded values are not recommended for survey control.
 BY2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2142.See file dsdata.txt to determine how the superseded data were derived.
 BY2142
 BY2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR478197(NAD 83)
 BY2142_MARKER: DB = BENCH MARK DISK
 BY2142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY2142_SP_SET: CULVERT
 BY2142_STAMPING: B 149 1939
 BY2142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2142
 BY2142  HISTORY     - Date     Condition        Report By
 BY2142  HISTORY     - 1939     MONUMENTED       CGS
 BY2142  HISTORY     - 1977     GOOD             USGS
 BY2142  HISTORY     - 19971016 MARK NOT FOUND   NGS
 BY2142  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2142
 BY2142                          STATION DESCRIPTION
 BY2142
 BY2142'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY2142'2.8 MI NW FROM PALESTINE.
 BY2142'2.8 MILES NORTHWEST OF THE POST OFFICE AT PALESTINE, ANDERSON COUNTY,
 BY2142'ALONG NORTH JACKSON STREET, AT THE SOUTHEAST END OF A CURVE TO THE
 BY2142'NORTHEAST IN THE HIGHWAY, ABOUT 700 FEET NORTHWEST OF JUNCTION OF
 BY2142'PERRY TAP ROAD, AT A 24-INCH CONCRETE-TILE CULVERT, IN THE TOP OF THE
 BY2142'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL, AND LEVEL WITH THE
 BY2142'ROAD.  A STANDARD TABLET, STAMPED B 149 1939.
 BY2142
 BY2142                          STATION RECOVERY (1997)
 BY2142
 BY2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2142'ALL THAT REMAINS IS THE STEM OF THE DISK.  ASSUMED DESTROYED.
 BY2142
 BY2142                          STATION RECOVERY (2002)
 BY2142
 BY2142'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0623 ***********************************************************************
 EN0623  DESIGNATION -  B 1490
 EN0623  PID         -  EN0623
 EN0623  STATE/COUNTY-  TX/DONLEY
 EN0623  USGS QUAD   -  LELIA LAKE (1982)
 EN0623
 EN0623                         *CURRENT SURVEY CONTROL
 EN0623  ___________________________________________________________________
 EN0623* NAD 83(1986)-  34 54 58.     (N)    100 49 48.     (W)     SCALED    
 EN0623* NAVD 88     -       818.216  (meters)    2684.43   (feet)  ADJUSTED  
 EN0623  ___________________________________________________________________
 EN0623  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EN0623  DYNAMIC HT  -         817.271 (meters)    2681.33  (feet)  COMP
 EN0623  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 EN0623
 EN0623  VERT ORDER  -  FIRST     CLASS II
 EN0623
 EN0623.The horizontal coordinates were scaled from a topographic map and have
 EN0623.an estimated accuracy of +/- 6 seconds.
 EN0623
 EN0623.The orthometric height was determined by differential leveling
 EN0623.and adjusted by the National Geodetic Survey in June 1991..
 EN0623
 EN0623.The geoid height was determined by GEOID03.
 EN0623
 EN0623.The dynamic height is computed by dividing the NAVD 88
 EN0623.geopotential number by the normal gravity value computed on the
 EN0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0623.degrees latitude (g = 980.6199 gals.).
 EN0623
 EN0623.The modeled gravity was interpolated from observed gravity values.
 EN0623
 EN0623;                    North         East    Units  Estimated Accuracy
 EN0623;SPC TX N     - 1,101,840.      261,220.      MT  (+/- 180 meters Scaled)
 EN0623
 EN0623                          SUPERSEDED SURVEY CONTROL
 EN0623
 EN0623.No superseded survey control is available for this station.
 EN0623
 EN0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD328652(NAD 83)
 EN0623_MARKER: I = METAL ROD
 EN0623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0623_SP_SET: STAINLESS STEEL ROD
 EN0623_STAMPING: B 1490 1984
 EN0623_MARK LOGO: NGS   
 EN0623_PROJECTION: FLUSH
 EN0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0623+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0623_ROD/PIPE-DEPTH: 6.4  meters
 EN0623
 EN0623  HISTORY     - Date     Condition        Report By
 EN0623  HISTORY     - 1984     MONUMENTED       NGS
 EN0623  HISTORY     - 20040803 GOOD             USPSQD
 EN0623  HISTORY     - 20050804 GOOD             USPSQD
 EN0623
 EN0623                          STATION DESCRIPTION
 EN0623
 EN0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0623'7.0 KM (4.35 MI) SE FROM CLARENDON.
 EN0623'7.0 KM (4.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0623'JUNCTION WITH STATE HIGHWAY 70 AT THE WEST EDGE OF CLARENDON, 27.1 M
 EN0623'(88.9 FT) NORTHWEST OF THE CENTERLINE OF FARM ROAD 1260, 23.2 M
 EN0623'(76.1 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 EN0623'THE HIGHWAY, 22.6 M (74.1 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 EN0623'BURLINGTON NORTHERN RAILROAD, AND 1.5 M (4.9 FT) NORTHWEST OF A
 EN0623'UTILITY POLE WITH 2 GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT IS
 EN0623'THROUGH A 5-INCH LOGO CAP.
 EN0623'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EN0623'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 EN0623
 EN0623                          STATION RECOVERY (2004)
 EN0623
 EN0623'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0623'RECOVERED IN GOOD CONDITION.
 EN0623
 EN0623                          STATION RECOVERY (2005)
 EN0623
 EN0623'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0623'FOUND AS DESCRIBED.  PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0587 ***********************************************************************
 EO0587  DESIGNATION -  B 1491
 EO0587  PID         -  EO0587
 EO0587  STATE/COUNTY-  TX/PARMER
 EO0587  USGS QUAD   -  HUB (1965)
 EO0587
 EO0587                         *CURRENT SURVEY CONTROL
 EO0587  ___________________________________________________________________
 EO0587* NAD 83(1986)-  34 37 07.     (N)    102 44 48.     (W)     SCALED    
 EO0587* NAVD 88     -      1240.096  (meters)    4068.55   (feet)  ADJUSTED  
 EO0587  ___________________________________________________________________
 EO0587  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 EO0587  DYNAMIC HT  -        1238.490 (meters)    4063.28  (feet)  COMP
 EO0587  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 EO0587
 EO0587  VERT ORDER  -  FIRST     CLASS II
 EO0587
 EO0587.The horizontal coordinates were scaled from a topographic map and have
 EO0587.an estimated accuracy of +/- 6 seconds.
 EO0587
 EO0587.The orthometric height was determined by differential leveling
 EO0587.and adjusted by the National Geodetic Survey in June 1991..
 EO0587
 EO0587.The geoid height was determined by GEOID03.
 EO0587
 EO0587.The dynamic height is computed by dividing the NAVD 88
 EO0587.geopotential number by the normal gravity value computed on the
 EO0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0587.degrees latitude (g = 980.6199 gals.).
 EO0587
 EO0587.The modeled gravity was interpolated from observed gravity values.
 EO0587
 EO0587;                    North         East    Units  Estimated Accuracy
 EO0587;SPC TX N     - 1,069,350.       85,670.      MT  (+/- 180 meters Scaled)
 EO0587
 EO0587                          SUPERSEDED SURVEY CONTROL
 EO0587
 EO0587.No superseded survey control is available for this station.
 EO0587
 EO0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU065330(NAD 83)
 EO0587_MARKER: DB = BENCH MARK DISK
 EO0587_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EO0587_SP_SET: FOUNDATION
 EO0587_STAMPING: B 1491 1984
 EO0587_MARK LOGO: NGS   
 EO0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0587+STABILITY: POSITION/ELEVATION WELL
 EO0587
 EO0587  HISTORY     - Date     Condition        Report By
 EO0587  HISTORY     - 1984     MONUMENTED       NGS
 EO0587
 EO0587                          STATION DESCRIPTION
 EO0587
 EO0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EO0587'2.8 KM (1.75 MI) SW FROM FRIONA.
 EO0587'2.8 KM (1.75 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0587'RAILROAD FROM THE STATION IN FRIONA.  SET VERTICALLY IN THE NORTHEAST
 EO0587'FACE OF THE NORTHEAST ENTRANCE OF THE NUMBER ONE GRAIN ELEVATOR DUMP
 EO0587'PIT ENTRANCE OF THE WEST FRIONA GRAIN COMPANY, 9.4 M (30.8 FT)
 EO0587'NORTHWEST OF THE NEAR RAIL, 3.3 M (10.8 FT) SOUTHEAST OF THE CENTER OF
 EO0587'THE ENTRANCE.
 EO0587'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1586 ***********************************************************************
 FL1586  DESIGNATION -  B 1492
 FL1586  PID         -  FL1586
 FL1586  STATE/COUNTY-  TX/POTTER
 FL1586  USGS QUAD   -  AMARILLO EAST (1973)
 FL1586
 FL1586                         *CURRENT SURVEY CONTROL
 FL1586  ___________________________________________________________________
 FL1586* NAD 83(1986)-  35 11 33.     (N)    101 45 37.     (W)     SCALED    
 FL1586* NAVD 88     -      1103.275  (meters)    3619.66   (feet)  ADJUSTED  
 FL1586  ___________________________________________________________________
 FL1586  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL1586  DYNAMIC HT  -        1101.964 (meters)    3615.36  (feet)  COMP
 FL1586  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 FL1586
 FL1586  VERT ORDER  -  FIRST     CLASS II
 FL1586
 FL1586.The horizontal coordinates were scaled from a topographic map and have
 FL1586.an estimated accuracy of +/- 6 seconds.
 FL1586
 FL1586.The orthometric height was determined by differential leveling
 FL1586.and adjusted by the National Geodetic Survey in June 1991..
 FL1586
 FL1586.The geoid height was determined by GEOID03.
 FL1586
 FL1586.The dynamic height is computed by dividing the NAVD 88
 FL1586.geopotential number by the normal gravity value computed on the
 FL1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1586.degrees latitude (g = 980.6199 gals.).
 FL1586
 FL1586.The modeled gravity was interpolated from observed gravity values.
 FL1586
 FL1586;                    North         East    Units  Estimated Accuracy
 FL1586;SPC TX N     - 1,132,320.      176,300.      MT  (+/- 180 meters Scaled)
 FL1586
 FL1586                          SUPERSEDED SURVEY CONTROL
 FL1586
 FL1586.No superseded survey control is available for this station.
 FL1586
 FL1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD486978(NAD 83)
 FL1586_MARKER: DB = BENCH MARK DISK
 FL1586_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1586_SP_SET: PIER
 FL1586_STAMPING: B 1492 1984
 FL1586_MARK LOGO: NGS   
 FL1586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1586+STABILITY: POSITION/ELEVATION WELL
 FL1586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1586+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL1586
 FL1586  HISTORY     - Date     Condition        Report By
 FL1586  HISTORY     - 1984     MONUMENTED       NGS
 FL1586  HISTORY     - 20040804 GOOD             USPSQD
 FL1586  HISTORY     - 20050805 GOOD             USPSQD
 FL1586
 FL1586                          STATION DESCRIPTION
 FL1586
 FL1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1586'IN AMARILLO.
 FL1586'IN AMARILLO, AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND WHITAKER
 FL1586'ROAD, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY 1 OF 8
 FL1586'COLUMNS OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF THE EAST BOUND
 FL1586'HIGHWAY OVERPASS OF THE ROAD (EXIT 74), 9.6 M (31.5 FT) WEST OF THE
 FL1586'CENTERLINE OF THE ROAD, AND 6.6.  M (21.7 FT) SOUTH OF THE CENTER OF
 FL1586'THE EAST BOUND LANES OF THE HIGHWAY.
 FL1586'THE MARK IS 1.4 M ABOVE THE ROAD.
 FL1586
 FL1586                          STATION RECOVERY (2004)
 FL1586
 FL1586'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1586'RECOVERED IN GOOD CONDITION.
 FL1586
 FL1586                          STATION RECOVERY (2005)
 FL1586
 FL1586'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1586'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0810 ***********************************************************************
 FM0810  DESIGNATION -  B 1493
 FM0810  PID         -  FM0810
 FM0810  STATE/COUNTY-  TX/POTTER
 FM0810  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0810
 FM0810                         *CURRENT SURVEY CONTROL
 FM0810  ___________________________________________________________________
 FM0810* NAD 83(1986)-  35 20 53.     (N)    102 05 22.     (W)     SCALED    
 FM0810* NAVD 88     -      1027.106  (meters)    3369.76   (feet)  ADJUSTED  
 FM0810  ___________________________________________________________________
 FM0810  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 FM0810  DYNAMIC HT  -        1025.894 (meters)    3365.79  (feet)  COMP
 FM0810  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 FM0810
 FM0810  VERT ORDER  -  FIRST     CLASS II
 FM0810
 FM0810.The horizontal coordinates were scaled from a topographic map and have
 FM0810.an estimated accuracy of +/- 6 seconds.
 FM0810
 FM0810.The orthometric height was determined by differential leveling
 FM0810.and adjusted by the National Geodetic Survey in June 1991..
 FM0810
 FM0810.The geoid height was determined by GEOID03.
 FM0810
 FM0810.The dynamic height is computed by dividing the NAVD 88
 FM0810.geopotential number by the normal gravity value computed on the
 FM0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0810.degrees latitude (g = 980.6199 gals.).
 FM0810
 FM0810.The modeled gravity was interpolated from observed gravity values.
 FM0810
 FM0810;                    North         East    Units  Estimated Accuracy
 FM0810;SPC TX N     - 1,149,710.      146,430.      MT  (+/- 180 meters Scaled)
 FM0810
 FM0810                          SUPERSEDED SURVEY CONTROL
 FM0810
 FM0810.No superseded survey control is available for this station.
 FM0810
 FM0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV645155(NAD 83)
 FM0810_MARKER: I = METAL ROD
 FM0810_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0810_SP_SET: STAINLESS STEEL ROD
 FM0810_STAMPING: B 1493 1985
 FM0810_MARK LOGO: NGS   
 FM0810_PROJECTION: FLUSH
 FM0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0810_ROD/PIPE-DEPTH: 6.4  meters
 FM0810
 FM0810  HISTORY     - Date     Condition        Report By
 FM0810  HISTORY     - 1985     MONUMENTED       NGS
 FM0810
 FM0810                          STATION DESCRIPTION
 FM0810
 FM0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0810'25.3 KM (15.7 MI) NW FROM AMARILLO.
 FM0810'25.3 KM (15.7 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0810'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 1.7 KM (1.05 MI) NORTH OF A
 FM0810'SMALL HIGHWAY BRIDGE OVER TECOVAS CREEK, AND 14.6 M (47.9 FT) WEST OF
 FM0810'THE CENTERLINE OF THE ROAD. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 FM0810'A 5-INCH LOGO CAP.
 FM0810'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FM0810'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1554 ***********************************************************************
 FL1554  DESIGNATION -  B 1494
 FL1554  PID         -  FL1554
 FL1554  STATE/COUNTY-  TX/POTTER
 FL1554  USGS QUAD   -  AMARILLO WEST (1973)
 FL1554
 FL1554                         *CURRENT SURVEY CONTROL
 FL1554  ___________________________________________________________________
 FL1554* NAD 83(1986)-  35 14 18.     (N)    101 55 42.     (W)     SCALED    
 FL1554* NAVD 88     -      1060.281  (meters)    3478.61   (feet)  ADJUSTED  
 FL1554  ___________________________________________________________________
 FL1554  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FL1554  DYNAMIC HT  -        1059.024 (meters)    3474.48  (feet)  COMP
 FL1554  MODELED GRAV-     979,412.3   (mgal)                       NAVD 88
 FL1554
 FL1554  VERT ORDER  -  FIRST     CLASS II
 FL1554
 FL1554.The horizontal coordinates were scaled from a topographic map and have
 FL1554.an estimated accuracy of +/- 6 seconds.
 FL1554
 FL1554.The orthometric height was determined by differential leveling
 FL1554.and adjusted by the National Geodetic Survey in June 1991..
 FL1554
 FL1554.The geoid height was determined by GEOID03.
 FL1554
 FL1554.The dynamic height is computed by dividing the NAVD 88
 FL1554.geopotential number by the normal gravity value computed on the
 FL1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1554.degrees latitude (g = 980.6199 gals.).
 FL1554
 FL1554.The modeled gravity was interpolated from observed gravity values.
 FL1554
 FL1554;                    North         East    Units  Estimated Accuracy
 FL1554;SPC TX N     - 1,137,460.      161,020.      MT  (+/- 180 meters Scaled)
 FL1554
 FL1554                          SUPERSEDED SURVEY CONTROL
 FL1554
 FL1554.No superseded survey control is available for this station.
 FL1554
 FL1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE335034(NAD 83)
 FL1554_MARKER: I = METAL ROD
 FL1554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1554_SP_SET: STAINLESS STEEL ROD
 FL1554_STAMPING: B 1494 1985
 FL1554_MARK LOGO: NGS   
 FL1554_PROJECTION: FLUSH
 FL1554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1554_ROD/PIPE-DEPTH: 5.5  meters
 FL1554
 FL1554  HISTORY     - Date     Condition        Report By
 FL1554  HISTORY     - 1985     MONUMENTED       NGS
 FL1554
 FL1554                          STATION DESCRIPTION
 FL1554
 FL1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1554'3.9 KM (2.4 MI) NW FROM AMARILLO.
 FL1554'3.9 KM (2.4 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION
 FL1554'WITH U.S. HIGHWAY 66 IN AMARILLO, 24.3 M (79.7 FT) NORTHWEST OF THE
 FL1554'NORTHWEST CORNER OF A HIGHWAY BRIDGE OVER A CREEK, 24.2 M (79.4 FT)
 FL1554'SOUTHEAST OF THE CENTER OF A PAVED DRIVEWAY, AND 20.4 M (66.9 FT)
 FL1554'SOUTHWEST OF THE CENTERLINE OF THE ROAD.  NOTE--ACCESS TO DATUM POINT
 FL1554'IS HAD THROUGH A 5-INCH LOGO CAP.
 FL1554'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 FL1554'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0844 ***********************************************************************
 FM0844  DESIGNATION -  B 1495
 FM0844  PID         -  FM0844
 FM0844  STATE/COUNTY-  TX/HARTLEY
 FM0844  USGS QUAD   -  HARTLEY SE (1963)
 FM0844
 FM0844                         *CURRENT SURVEY CONTROL
 FM0844  ___________________________________________________________________
 FM0844* NAD 83(1986)-  35 47 04.     (N)    102 20 18.     (W)     SCALED    
 FM0844* NAVD 88     -      1188.555  (meters)    3899.45   (feet)  ADJUSTED  
 FM0844  ___________________________________________________________________
 FM0844  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 FM0844  DYNAMIC HT  -        1187.151 (meters)    3894.84  (feet)  COMP
 FM0844  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 FM0844
 FM0844  VERT ORDER  -  FIRST     CLASS II
 FM0844
 FM0844.The horizontal coordinates were scaled from a topographic map and have
 FM0844.an estimated accuracy of +/- 6 seconds.
 FM0844
 FM0844.The orthometric height was determined by differential leveling
 FM0844.and adjusted by the National Geodetic Survey in June 1991..
 FM0844
 FM0844.The geoid height was determined by GEOID03.
 FM0844
 FM0844.The dynamic height is computed by dividing the NAVD 88
 FM0844.geopotential number by the normal gravity value computed on the
 FM0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0844.degrees latitude (g = 980.6199 gals.).
 FM0844
 FM0844.The modeled gravity was interpolated from observed gravity values.
 FM0844
 FM0844;                    North         East    Units  Estimated Accuracy
 FM0844;SPC TX N     - 1,198,280.      124,210.      MT  (+/- 180 meters Scaled)
 FM0844
 FM0844                          SUPERSEDED SURVEY CONTROL
 FM0844
 FM0844.No superseded survey control is available for this station.
 FM0844
 FM0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV405633(NAD 83)
 FM0844_MARKER: I = METAL ROD
 FM0844_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FM0844_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FM0844_STAMPING: B 1495 1985
 FM0844_MARK LOGO: NGS   
 FM0844_PROJECTION: FLUSH
 FM0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0844+STABILITY: POSITION/ELEVATION WELL
 FM0844_ROD/PIPE-DEPTH: 12.2 meters
 FM0844_SLEEVE-DEPTH  : 9.1 meters
 FM0844
 FM0844  HISTORY     - Date     Condition        Report By
 FM0844  HISTORY     - 1985     MONUMENTED       NGS
 FM0844
 FM0844                          STATION DESCRIPTION
 FM0844
 FM0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0844'35.4 KM (22.0 MI) SOUTH FROM DALHART.
 FM0844'35.4 KM (22.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0844'WITH U.S. HIGHWAY 54 IN DALHART, 46.3 M (151.9 FT) NORTHWEST OF THE
 FM0844'CENTER DRIVEWAY LEADING TO THE FRANK THOMAS CATTLE COMPANY, 16.8 M
 FM0844'(55.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 4.7 M
 FM0844'(15.4 FT) SOUTHEAST OF UTILITY POLE NUMBER 8 14.  NOTE--ACCESS TO
 FM0844'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0844'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0844'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2540 ***********************************************************************
 CS2540  DESIGNATION -  B 1496
 CS2540  PID         -  CS2540
 CS2540  STATE/COUNTY-  TX/DALLAS
 CS2540  USGS QUAD   -  DALLAS (1981)
 CS2540
 CS2540                         *CURRENT SURVEY CONTROL
 CS2540  ___________________________________________________________________
 CS2540* NAD 83(1986)-  32 45 59.     (N)    096 51 24.     (W)     SCALED    
 CS2540* NAVD 88     -       159.510  (meters)     523.33   (feet)  ADJUSTED  
 CS2540  ___________________________________________________________________
 CS2540  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CS2540  DYNAMIC HT  -         159.327 (meters)     522.73  (feet)  COMP
 CS2540  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CS2540
 CS2540  VERT ORDER  -  FIRST     CLASS II
 CS2540
 CS2540.The horizontal coordinates were scaled from a topographic map and have
 CS2540.an estimated accuracy of +/- 6 seconds.
 CS2540
 CS2540.The orthometric height was determined by differential leveling
 CS2540.and adjusted by the National Geodetic Survey in June 1991..
 CS2540
 CS2540.The geoid height was determined by GEOID03.
 CS2540
 CS2540.The dynamic height is computed by dividing the NAVD 88
 CS2540.geopotential number by the normal gravity value computed on the
 CS2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2540.degrees latitude (g = 980.6199 gals.).
 CS2540
 CS2540.The modeled gravity was interpolated from observed gravity values.
 CS2540
 CS2540;                    North         East    Units  Estimated Accuracy
 CS2540;SPC TXNC     - 2,123,150.      753,950.      MT  (+/- 180 meters Scaled)
 CS2540
 CS2540                          SUPERSEDED SURVEY CONTROL
 CS2540
 CS2540.No superseded survey control is available for this station.
 CS2540
 CS2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB007274(NAD 83)
 CS2540_MARKER: DB = BENCH MARK DISK
 CS2540_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2540_SP_SET: PIER
 CS2540_STAMPING: B 1496 1986
 CS2540_MARK LOGO: NGS   
 CS2540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2540+STABILITY: POSITION/ELEVATION WELL
 CS2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2540+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 CS2540
 CS2540  HISTORY     - Date     Condition        Report By
 CS2540  HISTORY     - 1986     MONUMENTED       NGS
 CS2540  HISTORY     - 20030414 GOOD             TX1730
 CS2540
 CS2540                          STATION DESCRIPTION
 CS2540
 CS2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2540'IN DALLAS.
 CS2540'IN DALLAS, AT THE INTERSECTION OF HAMPTON ROAD AND INTERSTATE HIGHWAY
 CS2540'30,IN TOP OF THE SOUTHWEST CORNER OF THE FIRST PIER SOUTH OF THE NORTH
 CS2540'ABUTMENT OF THE ROAD OVERPASS OF THE HIGHWAY, 19.4 M (63.6 FT) NORTH
 CS2540'OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, AND 13.9 M (45.6
 CS2540'FT) WEST OF THE CENTER OF THE ROAD.
 CS2540'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 CS2540
 CS2540                          STATION RECOVERY (2003)
 CS2540
 CS2540'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS2540'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1158 ***********************************************************************
 DM1158  DESIGNATION -  B 1497
 DM1158  PID         -  DM1158
 DM1158  STATE/COUNTY-  TX/BOWIE
 DM1158  USGS QUAD   -  TEXARKANA (1975)
 DM1158
 DM1158                         *CURRENT SURVEY CONTROL
 DM1158  ___________________________________________________________________
 DM1158* NAD 83(1986)-  33 27 00.     (N)    094 02 37.     (W)     SCALED    
 DM1158* NAVD 88     -       105.302  (meters)     345.48   (feet)  ADJUSTED  
 DM1158  ___________________________________________________________________
 DM1158  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM1158  DYNAMIC HT  -         105.190 (meters)     345.11  (feet)  COMP
 DM1158  MODELED GRAV-     979,574.5   (mgal)                       NAVD 88
 DM1158
 DM1158  VERT ORDER  -  FIRST     CLASS II
 DM1158
 DM1158.The horizontal coordinates were scaled from a topographic map and have
 DM1158.an estimated accuracy of +/- 6 seconds.
 DM1158
 DM1158.The orthometric height was determined by differential leveling
 DM1158.and adjusted by the National Geodetic Survey in June 1991..
 DM1158
 DM1158.The geoid height was determined by GEOID03.
 DM1158
 DM1158.The dynamic height is computed by dividing the NAVD 88
 DM1158.geopotential number by the normal gravity value computed on the
 DM1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1158.degrees latitude (g = 980.6199 gals.).
 DM1158
 DM1158.The modeled gravity was interpolated from observed gravity values.
 DM1158
 DM1158;                    North         East    Units  Estimated Accuracy
 DM1158;SPC TXNC     - 2,206,540.    1,014,170.      MT  (+/- 180 meters Scaled)
 DM1158
 DM1158                          SUPERSEDED SURVEY CONTROL
 DM1158
 DM1158.No superseded survey control is available for this station.
 DM1158
 DM1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT030016(NAD 83)
 DM1158_MARKER: I = METAL ROD
 DM1158_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1158_SP_SET: STAINLESS STEEL ROD
 DM1158_STAMPING: B 1497 1985
 DM1158_MARK LOGO: NGS   
 DM1158_PROJECTION: RECESSED 1 CENTIMETERS
 DM1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1158_ROD/PIPE-DEPTH: 15.9 meters
 DM1158
 DM1158  HISTORY     - Date     Condition        Report By
 DM1158  HISTORY     - 1985     MONUMENTED       NGS
 DM1158  HISTORY     - 19971025 GOOD             USPSQD
 DM1158
 DM1158                          STATION DESCRIPTION
 DM1158
 DM1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1158'IN TEXARKANA.
 DM1158'IN TEXARKANA, AT THE INTERSECTION OF STATELINE AVENUE AND WEST 35TH
 DM1158'STREET, 53.3 M (174.9 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 DM1158'LANES OF THE HIGHWAY, 12.8 M (42.0 FT) WEST-NORTHWEST OF THE
 DM1158'NORTHWEST CORNER OF A BRICK BUILDING, 9.0 M (29.5 FT) SOUTH OF THE
 DM1158'CENTER OF THE STREET, 7.5 M (24.6 FT) NORTH OF UTILITY POLE NUMBER
 DM1158'36254, AND 0.8 M (2.6 FT) WEST OF A FENCE SURROUNDING A TENIS COURT.
 DM1158'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1158'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DM1158'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DM1158
 DM1158                          STATION RECOVERY (1997)
 DM1158
 DM1158'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1020 ***********************************************************************
 DN1020  DESIGNATION -  B 1498
 DN1020  PID         -  DN1020
 DN1020  STATE/COUNTY-  TX/HUNT
 DN1020  USGS QUAD   -  GREENVILLE SW (1962)
 DN1020
 DN1020                         *CURRENT SURVEY CONTROL
 DN1020  ___________________________________________________________________
 DN1020* NAD 83(1986)-  33 05 26.     (N)    096 11 21.     (W)     SCALED    
 DN1020* NAVD 88     -       169.289  (meters)     555.41   (feet)  ADJUSTED  
 DN1020  ___________________________________________________________________
 DN1020  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DN1020  DYNAMIC HT  -         169.104 (meters)     554.80  (feet)  COMP
 DN1020  MODELED GRAV-     979,543.0   (mgal)                       NAVD 88
 DN1020
 DN1020  VERT ORDER  -  FIRST     CLASS II
 DN1020
 DN1020.The horizontal coordinates were scaled from a topographic map and have
 DN1020.an estimated accuracy of +/- 6 seconds.
 DN1020
 DN1020.The orthometric height was determined by differential leveling
 DN1020.and adjusted by the National Geodetic Survey in June 1991..
 DN1020
 DN1020.The geoid height was determined by GEOID03.
 DN1020
 DN1020.The dynamic height is computed by dividing the NAVD 88
 DN1020.geopotential number by the normal gravity value computed on the
 DN1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1020.degrees latitude (g = 980.6199 gals.).
 DN1020
 DN1020.The modeled gravity was interpolated from observed gravity values.
 DN1020
 DN1020;                    North         East    Units  Estimated Accuracy
 DN1020;SPC TXNC     - 2,160,270.      815,690.      MT  (+/- 180 meters Scaled)
 DN1020
 DN1020                          SUPERSEDED SURVEY CONTROL
 DN1020
 DN1020.No superseded survey control is available for this station.
 DN1020
 DN1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB623648(NAD 83)
 DN1020_MARKER: I = METAL ROD
 DN1020_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1020_SP_SET: STAINLESS STEEL ROD
 DN1020_STAMPING: B 1498 1986
 DN1020_MARK LOGO: NGS   
 DN1020_PROJECTION: FLUSH
 DN1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1020_ROD/PIPE-DEPTH: 3.1  meters
 DN1020
 DN1020  HISTORY     - Date     Condition        Report By
 DN1020  HISTORY     - 1986     MONUMENTED       NGS
 DN1020  HISTORY     - 19940422 GOOD             USPSQD
 DN1020
 DN1020                          STATION DESCRIPTION
 DN1020
 DN1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1020'4.8 KM (3.0 MI) NE FROM GREENVILLE.
 DN1020'4.8 KM (3.0 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS WEST
 DN1020'JUNCTION WITH FARM ROAD 36 IN CADDO MILLS, 100.0 M (328.1 FT)
 DN1020'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.5 M (47.6 FT) SOUTHEAST
 DN1020'OF THE NEAR RAIL OF THE MISSOURI KANSAS TEXAS RAILROAD, 10.7 M
 DN1020'(35.1 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH,
 DN1020'AND 4.0 M (13.1 FT) NORTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO
 DN1020'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1020'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 DN1020'THE MARK IS 1.0 M ABOVE THE ROAD.
 DN1020
 DN1020                          STATION RECOVERY (1994)
 DN1020
 DN1020'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2560 ***********************************************************************
 CS2560  DESIGNATION -  B 1499
 CS2560  PID         -  CS2560
 CS2560  STATE/COUNTY-  TX/TARRANT
 CS2560  USGS QUAD   -  KENNEDALE (1981)
 CS2560
 CS2560                         *CURRENT SURVEY CONTROL
 CS2560  ___________________________________________________________________
 CS2560* NAD 83(1986)-  32 44 09.     (N)    097 09 15.     (W)     SCALED    
 CS2560* NAVD 88     -       171.384  (meters)     562.28   (feet)  ADJUSTED  
 CS2560  ___________________________________________________________________
 CS2560  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CS2560  DYNAMIC HT  -         171.185 (meters)     561.63  (feet)  COMP
 CS2560  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 CS2560
 CS2560  VERT ORDER  -  FIRST     CLASS II
 CS2560
 CS2560.The horizontal coordinates were scaled from a topographic map and have
 CS2560.an estimated accuracy of +/- 6 seconds.
 CS2560
 CS2560.The orthometric height was determined by differential leveling
 CS2560.and adjusted by the National Geodetic Survey in June 1991..
 CS2560
 CS2560.The geoid height was determined by GEOID03.
 CS2560
 CS2560.The dynamic height is computed by dividing the NAVD 88
 CS2560.geopotential number by the normal gravity value computed on the
 CS2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2560.degrees latitude (g = 980.6199 gals.).
 CS2560
 CS2560.The modeled gravity was interpolated from observed gravity values.
 CS2560
 CS2560;                    North         East    Units  Estimated Accuracy
 CS2560;SPC TXNC     - 2,119,370.      726,130.      MT  (+/- 180 meters Scaled)
 CS2560
 CS2560                          SUPERSEDED SURVEY CONTROL
 CS2560
 CS2560.No superseded survey control is available for this station.
 CS2560
 CS2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB729235(NAD 83)
 CS2560_MARKER: I = METAL ROD
 CS2560_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2560_SP_SET: STAINLESS STEEL ROD
 CS2560_STAMPING: B 1499 1986
 CS2560_MARK LOGO: NGS   
 CS2560_PROJECTION: RECESSED 1 CENTIMETERS
 CS2560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2560_ROD/PIPE-DEPTH: 3.1  meters
 CS2560
 CS2560  HISTORY     - Date     Condition        Report By
 CS2560  HISTORY     - 1986     MONUMENTED       NGS
 CS2560  HISTORY     - 19960921 GOOD             USPSQD
 CS2560
 CS2560                          STATION DESCRIPTION
 CS2560
 CS2560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2560'IN ARLINGTON.
 CS2560'IN ARLINGTON, AT THE JUNCTION OF DIVISION STREET AND CROWLEY ROAD,
 CS2560'23.5 M (77.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE VARSITY
 CS2560'ENTERPRISES VAN CONVERSION INCORPORATION OFFICE, 11.0 M (36.1 FT) EAST
 CS2560'OF THE CENTER OF THE ROAD, 7.2 M (23.6 FT) WEST OF THE CENTER OF THE
 CS2560'WEST ENTRANCE TO A PARKING LOT, 6.0 M (19.7 FT) NORTH OF THE
 CS2560'CENTERLINE OF THE WEST BOUND LANES OF THE STREET, AND 0.5 M (1.6 FT)
 CS2560'EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 CS2560'5-INCH LOGO CAP.
 CS2560'THE MARK IS 0.3 M ABOVE THE STREET.
 CS2560
 CS2560                          STATION RECOVERY (1996)
 CS2560
 CS2560'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0649 ***********************************************************************
 BZ0649  DESIGNATION -  B 150
 BZ0649  PID         -  BZ0649
 BZ0649  STATE/COUNTY-  TX/NAVARRO
 BZ0649  USGS QUAD   -  DAWSON (1978)
 BZ0649
 BZ0649                         *CURRENT SURVEY CONTROL
 BZ0649  ___________________________________________________________________
 BZ0649* NAD 83(1986)-  31 52 54.     (N)    096 44 29.     (W)     SCALED    
 BZ0649* NAVD 88     -       157.186  (meters)     515.70   (feet)  ADJUSTED  
 BZ0649  ___________________________________________________________________
 BZ0649  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BZ0649  DYNAMIC HT  -         156.999 (meters)     515.09  (feet)  COMP
 BZ0649  MODELED GRAV-     979,447.9   (mgal)                       NAVD 88
 BZ0649
 BZ0649  VERT ORDER  -  SECOND    CLASS 0
 BZ0649
 BZ0649.The horizontal coordinates were scaled from a topographic map and have
 BZ0649.an estimated accuracy of +/- 6 seconds.
 BZ0649
 BZ0649.The orthometric height was determined by differential leveling
 BZ0649.and adjusted by the National Geodetic Survey in June 1991..
 BZ0649
 BZ0649.The geoid height was determined by GEOID03.
 BZ0649
 BZ0649.The dynamic height is computed by dividing the NAVD 88
 BZ0649.geopotential number by the normal gravity value computed on the
 BZ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0649.degrees latitude (g = 980.6199 gals.).
 BZ0649
 BZ0649.The modeled gravity was interpolated from observed gravity values.
 BZ0649
 BZ0649;                    North         East    Units  Estimated Accuracy
 BZ0649;SPC TXNC     - 2,025,240.      766,400.      MT  (+/- 180 meters Scaled)
 BZ0649
 BZ0649                          SUPERSEDED SURVEY CONTROL
 BZ0649
 BZ0649  NGVD 29 (??/??/92)  157.152  (m)          515.59   (f) ADJ UNCH    2 0
 BZ0649
 BZ0649.Superseded values are not recommended for survey control.
 BZ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0649.See file dsdata.txt to determine how the superseded data were derived.
 BZ0649
 BZ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA136295(NAD 83)
 BZ0649_MARKER: DB = BENCH MARK DISK
 BZ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0649_STAMPING: B 150 1933
 BZ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0649+STABILITY: SURFACE MOTION
 BZ0649
 BZ0649  HISTORY     - Date     Condition        Report By
 BZ0649  HISTORY     - 1933     MONUMENTED       CGS
 BZ0649  HISTORY     - 1947     GOOD             NGS
 BZ0649
 BZ0649                          STATION DESCRIPTION
 BZ0649
 BZ0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0649'1.9 MI SW FROM DAWSON.
 BZ0649'1.9 MILES SOUTHWEST OF, ALONG ST. L. S.W. RY. CONCRETE POST, 350 FEET
 BZ0649'SOUTHWEST OF MILEPOST 644, 40 FEET NORTH OF ROAD CROSSING, NORTH OF
 BZ0649'FRED WILKES FARMHOUSE, ON SHOULDER NEAR NORTHEAST END OF CUT, 37 FEET
 BZ0649'NORTHWEST OF RAILROAD CENTER-LINE.  TABLET ON TOP OF CONCRETE POST.
 BZ0649
 BZ0649                          STATION RECOVERY (1947)
 BZ0649
 BZ0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BZ0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5453 ***********************************************************************
 AW5453  DESIGNATION -  B 1500
 AW5453  PID         -  AW5453
 AW5453  STATE/COUNTY-  TX/HARRIS
 AW5453  USGS QUAD   -  ADDICKS (1995)
 AW5453
 AW5453                         *CURRENT SURVEY CONTROL
 AW5453  ___________________________________________________________________
 AW5453* NAD 83(1986)-  29 52 03.     (N)    095 38 42.     (W)     SCALED    
 AW5453* NAVD 88     -        34.976  (meters)     114.75   (feet)  ADJUSTED  
 AW5453  ___________________________________________________________________
 AW5453  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW5453  DYNAMIC HT  -          34.929 (meters)     114.60  (feet)  COMP
 AW5453  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 AW5453
 AW5453  VERT ORDER  -  FIRST     CLASS II
 AW5453
 AW5453.The horizontal coordinates were scaled from a topographic map and have
 AW5453.an estimated accuracy of +/- 6 seconds.
 AW5453
 AW5453.The orthometric height was determined by differential leveling
 AW5453.and adjusted by the National Geodetic Survey in June 1991..
 AW5453
 AW5453.The geoid height was determined by GEOID03.
 AW5453
 AW5453.The dynamic height is computed by dividing the NAVD 88
 AW5453.geopotential number by the normal gravity value computed on the
 AW5453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5453.degrees latitude (g = 980.6199 gals.).
 AW5453
 AW5453.The modeled gravity was interpolated from observed gravity values.
 AW5453
 AW5453;                    North         East    Units  Estimated Accuracy
 AW5453;SPC TXSC     - 4,230,090.      924,070.      MT  (+/- 180 meters Scaled)
 AW5453
 AW5453                          SUPERSEDED SURVEY CONTROL
 AW5453
 AW5453  NGVD 29 (12/23/87)   34.969  (m)          114.73   (f) ADJUSTED    1 2
 AW5453
 AW5453.Superseded values are not recommended for survey control.
 AW5453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5453.See file dsdata.txt to determine how the superseded data were derived.
 AW5453
 AW5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP445070(NAD 83)
 AW5453_MARKER: I = METAL ROD
 AW5453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5453_SP_SET: STAINLESS STEEL ROD
 AW5453_STAMPING: B 1500 1986
 AW5453_MARK LOGO: NGS   
 AW5453_PROJECTION: RECESSED 2 CENTIMETERS
 AW5453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5453+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 AW5453_ROD/PIPE-DEPTH: 12.2 meters
 AW5453
 AW5453  HISTORY     - Date     Condition        Report By
 AW5453  HISTORY     - 1986     MONUMENTED       NGS
 AW5453  HISTORY     - 19950905 GOOD             USPSQD
 AW5453  HISTORY     - 20040715 GOOD             USPSQD
 AW5453
 AW5453                          STATION DESCRIPTION
 AW5453
 AW5453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5453'9.3 KM (5.8 MI) NORTH FROM ADDICKS.
 AW5453'9.3 KM (5.8 MI) NORTHERLY ALONG STATE HIGHWAY 6 FROM ITS JUNCTION WITH
 AW5453'U.S. HIGHWAY 90 IN ADDICKS, 16.8 M (55.1 FT) EAST OF THE CENTERLINE OF
 AW5453'THE NORTH BOUND LANES OF THE HIGHWAY, 9.1 M (29.9 FT) SOUTH OF THE
 AW5453'CENTERLINE OF THE EAST BOUND LANES OF WEST LITTLE YORK ROAD, 6.3 M
 AW5453'(20.7 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY, 5.4 M (17.7 FT)
 AW5453'SOUTHEAST OF A UTILITY POLE WITH A LIGHT, AND 0.3 M (1.0 FT) NORTHWEST
 AW5453'OF A CURB.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5453'CAP.
 AW5453'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 AW5453
 AW5453                          STATION RECOVERY (1995)
 AW5453
 AW5453'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5453'RECOVERED IN GOOD CONDITION.
 AW5453
 AW5453                          STATION RECOVERY (2004)
 AW5453
 AW5453'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5453'4 INCHES UNDER THE GRASS.  MEASUREMENTS ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0972 ***********************************************************************
 DN0972  DESIGNATION -  B 1501
 DN0972  PID         -  DN0972
 DN0972  STATE/COUNTY-  TX/GRAYSON
 DN0972  USGS QUAD   -  DENISON DAM (1973)
 DN0972
 DN0972                         *CURRENT SURVEY CONTROL
 DN0972  ___________________________________________________________________
 DN0972* NAD 83(1986)-  33 47 36.     (N)    096 31 51.     (W)     SCALED    
 DN0972* NAVD 88     -       165.645  (meters)     543.45   (feet)  ADJUSTED  
 DN0972  ___________________________________________________________________
 DN0972  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DN0972  DYNAMIC HT  -         165.468 (meters)     542.87  (feet)  COMP
 DN0972  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 DN0972
 DN0972  VERT ORDER  -  FIRST     CLASS II
 DN0972
 DN0972.The horizontal coordinates were scaled from a topographic map and have
 DN0972.an estimated accuracy of +/- 6 seconds.
 DN0972
 DN0972.The orthometric height was determined by differential leveling
 DN0972.and adjusted by the National Geodetic Survey in June 1991..
 DN0972
 DN0972.The geoid height was determined by GEOID03.
 DN0972
 DN0972.The dynamic height is computed by dividing the NAVD 88
 DN0972.geopotential number by the normal gravity value computed on the
 DN0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0972.degrees latitude (g = 980.6199 gals.).
 DN0972
 DN0972.The modeled gravity was interpolated from observed gravity values.
 DN0972
 DN0972;                    North         East    Units  Estimated Accuracy
 DN0972;SPC TXNC     - 2,237,540.      782,340.      MT  (+/- 180 meters Scaled)
 DN0972
 DN0972                          SUPERSEDED SURVEY CONTROL
 DN0972
 DN0972.No superseded survey control is available for this station.
 DN0972
 DN0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC286419(NAD 83)
 DN0972_MARKER: I = METAL ROD
 DN0972_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0972_SP_SET: STAINLESS STEEL ROD
 DN0972_STAMPING: B 1501 1986
 DN0972_MARK LOGO: NGS   
 DN0972_PROJECTION: FLUSH
 DN0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0972_ROD/PIPE-DEPTH: 7.9  meters
 DN0972
 DN0972  HISTORY     - Date     Condition        Report By
 DN0972  HISTORY     - 1986     MONUMENTED       NGS
 DN0972
 DN0972                          STATION DESCRIPTION
 DN0972
 DN0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0972'3.9 KM (2.4 MI) NORTH FROM DENISON.
 DN0972'3.9 KM (2.4 MI) NORTHERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION WITH
 DN0972'FARM ROAD 120 IN DENISON, AT THE NORTH END OF A PICNIC AREA, 32.0 M
 DN0972'(105.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 DN0972'HIGHWAY, 5.7 M (18.7 FT) WEST-SOUTHWEST OF A FENCE CORNER, AND 1.0 M
 DN0972'(3.3 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 DN0972'THROUGH A 5-INCH LOGO CAP.
 DN0972'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 DN0972'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1032 ***********************************************************************
 DN1032  DESIGNATION -  B 1502
 DN1032  PID         -  DN1032
 DN1032  STATE/COUNTY-  TX/MONTAGUE
 DN1032  USGS QUAD   -  STONEBURG (1976)
 DN1032
 DN1032                         *CURRENT SURVEY CONTROL
 DN1032  ___________________________________________________________________
 DN1032* NAD 83(1986)-  33 42 50.     (N)    097 54 43.     (W)     SCALED    
 DN1032* NAVD 88     -       263.288  (meters)     863.80   (feet)  ADJUSTED  
 DN1032  ___________________________________________________________________
 DN1032  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DN1032  DYNAMIC HT  -         263.002 (meters)     862.87  (feet)  COMP
 DN1032  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 DN1032
 DN1032  VERT ORDER  -  FIRST     CLASS II
 DN1032
 DN1032.The horizontal coordinates were scaled from a topographic map and have
 DN1032.an estimated accuracy of +/- 6 seconds.
 DN1032
 DN1032.The orthometric height was determined by differential leveling
 DN1032.and adjusted by the National Geodetic Survey in June 1991..
 DN1032
 DN1032.The geoid height was determined by GEOID03.
 DN1032
 DN1032.The dynamic height is computed by dividing the NAVD 88
 DN1032.geopotential number by the normal gravity value computed on the
 DN1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1032.degrees latitude (g = 980.6199 gals.).
 DN1032
 DN1032.The modeled gravity was interpolated from observed gravity values.
 DN1032
 DN1032;                    North         East    Units  Estimated Accuracy
 DN1032;SPC TXNC     - 2,227,180.      654,510.      MT  (+/- 180 meters Scaled)
 DN1032
 DN1032                          SUPERSEDED SURVEY CONTROL
 DN1032
 DN1032.No superseded survey control is available for this station.
 DN1032
 DN1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC008309(NAD 83)
 DN1032_MARKER: I = METAL ROD
 DN1032_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1032_SP_SET: STAINLESS STEEL ROD
 DN1032_STAMPING: B 1502 1986
 DN1032_MARK LOGO: NGS   
 DN1032_PROJECTION: PROJECTING 6 CENTIMETERS
 DN1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1032_ROD/PIPE-DEPTH: 5.8  meters
 DN1032
 DN1032  HISTORY     - Date     Condition        Report By
 DN1032  HISTORY     - 1986     MONUMENTED       NGS
 DN1032
 DN1032                          STATION DESCRIPTION
 DN1032
 DN1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1032'17.9 KM (11.1 MI) NORTH FROM BOWIE.
 DN1032'17.9 KM (11.1 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1032'WITH U.S. HIGHWAY 287 IN BOWIE, 15.6 M (51.2 FT) EAST OF THE
 DN1032'CENTERLINE OF THE HIGHWAY, AND 4.5 M (14.8 FT) SOUTH OF THE MOST
 DN1032'SOUTHERLY 1 OF 2 IRON PIPE FENCE BRACE POSTS.  NOTE--ACCESS TO DATUM
 DN1032'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1032'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 DN1032'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2442 ***********************************************************************
 BK2442  DESIGNATION -  B 1503
 BK2442  PID         -  BK2442
 BK2442  STATE/COUNTY-  TX/ORANGE
 BK2442  USGS QUAD   -  ORANGEFIELD (1974)
 BK2442
 BK2442                         *CURRENT SURVEY CONTROL
 BK2442  ___________________________________________________________________
 BK2442* NAD 83(1986)-  30 05 36.     (N)    093 48 11.     (W)     SCALED    
 BK2442* NAVD 88     -         3.998  (meters)      13.12   (feet)  ADJUSTED  
 BK2442  ___________________________________________________________________
 BK2442  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2442  DYNAMIC HT  -           3.992 (meters)      13.10  (feet)  COMP
 BK2442  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 BK2442
 BK2442  VERT ORDER  -  FIRST     CLASS II
 BK2442
 BK2442.The horizontal coordinates were scaled from a topographic map and have
 BK2442.an estimated accuracy of +/- 6 seconds.
 BK2442
 BK2442.The orthometric height was determined by differential leveling
 BK2442.and adjusted by the National Geodetic Survey in June 1991..
 BK2442
 BK2442.The geoid height was determined by GEOID03.
 BK2442
 BK2442.The dynamic height is computed by dividing the NAVD 88
 BK2442.geopotential number by the normal gravity value computed on the
 BK2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2442.degrees latitude (g = 980.6199 gals.).
 BK2442
 BK2442.The modeled gravity was interpolated from observed gravity values.
 BK2442
 BK2442;                    North         East    Units  Estimated Accuracy
 BK2442;SPC TX C     - 3,065,770.    1,329,130.      MT  (+/- 180 meters Scaled)
 BK2442
 BK2442                          SUPERSEDED SURVEY CONTROL
 BK2442
 BK2442.No superseded survey control is available for this station.
 BK2442
 BK2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP226293(NAD 83)
 BK2442_MARKER: DB = BENCH MARK DISK
 BK2442_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BK2442_SP_SET: BRIDGE ABUTMENT
 BK2442_STAMPING: B 1503 1986
 BK2442_MARK LOGO: NGS   
 BK2442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2442+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 BK2442
 BK2442  HISTORY     - Date     Condition        Report By
 BK2442  HISTORY     - 1986     MONUMENTED       NGS
 BK2442  HISTORY     - 20020727 GOOD             USPSQD
 BK2442  HISTORY     - 20050402 GOOD             USPSQD
 BK2442
 BK2442                          STATION DESCRIPTION
 BK2442
 BK2442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BK2442'6.1 KM (3.8 MI) SW FROM ORANGE.
 BK2442'6.1 KM (3.8 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK2442'OLD RAILROAD STATION IN ORANGE TO THE MARK ON THE RIGHT IN THE
 BK2442'NORTHWEST ABUTMENT OF BRIDGE.  IT IS 1.3 METERS (4.4 FT) NORTH OF THE
 BK2442'NORTH RAIL AND 3.1 METERS (10.4 FT) EAST OF THE WEST END GUARD POST.
 BK2442'THE MARK IS 0.30 M BELOW RAIL.
 BK2442
 BK2442                          STATION RECOVERY (2002)
 BK2442
 BK2442'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK2442'RECOVERED IN GOOD CONDITION.
 BK2442
 BK2442                          STATION RECOVERY (2005)
 BK2442
 BK2442'RECOVERY NOTE BY US POWER SQUADRON 2005 (MCK)
 BK2442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5398 ***********************************************************************
 AW5398  DESIGNATION -  B 1504
 AW5398  PID         -  AW5398
 AW5398  STATE/COUNTY-  TX/HARRIS
 AW5398  USGS QUAD   -  BELLAIRE (1995)
 AW5398
 AW5398                         *CURRENT SURVEY CONTROL
 AW5398  ___________________________________________________________________
 AW5398* NAD 83(1986)-  29 37 43.     (N)    095 27 57.     (W)     SCALED    
 AW5398* NAVD 88     -        18.220  (meters)      59.78   (feet)  ADJUSTED  
 AW5398  ___________________________________________________________________
 AW5398  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW5398  DYNAMIC HT  -          18.195 (meters)      59.69  (feet)  COMP
 AW5398  MODELED GRAV-     979,274.8   (mgal)                       NAVD 88
 AW5398
 AW5398  VERT ORDER  -  FIRST     CLASS II
 AW5398
 AW5398.The horizontal coordinates were scaled from a topographic map and have
 AW5398.an estimated accuracy of +/- 6 seconds.
 AW5398
 AW5398.The orthometric height was determined by differential leveling
 AW5398.and adjusted by the National Geodetic Survey in June 1991..
 AW5398
 AW5398.The geoid height was determined by GEOID03.
 AW5398
 AW5398.The dynamic height is computed by dividing the NAVD 88
 AW5398.geopotential number by the normal gravity value computed on the
 AW5398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5398.degrees latitude (g = 980.6199 gals.).
 AW5398
 AW5398.The modeled gravity was interpolated from observed gravity values.
 AW5398
 AW5398;                    North         East    Units  Estimated Accuracy
 AW5398;SPC TXSC     - 4,204,140.      942,170.      MT  (+/- 180 meters Scaled)
 AW5398
 AW5398                          SUPERSEDED SURVEY CONTROL
 AW5398
 AW5398  NGVD 29 (12/23/87)   18.216  (m)           59.76   (f) ADJUSTED    1 2
 AW5398
 AW5398.Superseded values are not recommended for survey control.
 AW5398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5398.See file dsdata.txt to determine how the superseded data were derived.
 AW5398
 AW5398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN612801(NAD 83)
 AW5398_MARKER: I = METAL ROD
 AW5398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5398_SP_SET: STAINLESS STEEL ROD
 AW5398_STAMPING: B 1504 1986
 AW5398_MARK LOGO: NGS   
 AW5398_PROJECTION: FLUSH
 AW5398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5398_ROD/PIPE-DEPTH: 9.4  meters
 AW5398
 AW5398  HISTORY     - Date     Condition        Report By
 AW5398  HISTORY     - 1986     MONUMENTED       NGS
 AW5398  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW5398
 AW5398                          STATION DESCRIPTION
 AW5398
 AW5398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5398'6.7 KM (4.15 MI) WEST FROM ALMEDA.
 AW5398'4.1 KM (2.55 MI) WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF FM ROAD
 AW5398'521 IN ALMEDA, THENCE 2.6 KM (1.6 MI) NORTH ALONG SOUTH OAK POST ROAD,
 AW5398'ABOUT 30 METERS (100 FT) SOUTH OF A SHAMROCK SERVICE STATION, AT A
 AW5398'LARGE BILLBOARD, 22.1 METERS (72.6 FT) WEST OF THE WEST CURB OF THE
 AW5398'ROAD, 20.7 METERS (68.0 FT) NORTH OF THE CENTERLINE OF A GRAVEL ROAD
 AW5398'LEADING WEST TO A WOOD BRIDGE OVER A DITCH, 1.8 METERS (6.0 FT) SOUTH
 AW5398'OF THE SOUTHERNMOST SUPPORT POLE OF THE BILLBOARD.  NOTE--ACCESS TO
 AW5398'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5398'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5398'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5398
 AW5398                          STATION RECOVERY (2004)
 AW5398
 AW5398'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5469 ***********************************************************************
 AW5469  DESIGNATION -  B 1505
 AW5469  PID         -  AW5469
 AW5469  STATE/COUNTY-  TX/FORT BEND
 AW5469  USGS QUAD   -  MISSOURI CITY (1995)
 AW5469
 AW5469                         *CURRENT SURVEY CONTROL
 AW5469  ___________________________________________________________________
 AW5469* NAD 83(1986)-  29 35 54.     (N)    095 37 22.     (W)     SCALED    
 AW5469* NAVD 88     -        23.310  (meters)      76.48   (feet)  ADJUSTED  
 AW5469  ___________________________________________________________________
 AW5469  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW5469  DYNAMIC HT  -          23.278 (meters)      76.37  (feet)  COMP
 AW5469  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 AW5469
 AW5469  VERT ORDER  -  FIRST     CLASS II
 AW5469
 AW5469.The horizontal coordinates were scaled from a topographic map and have
 AW5469.an estimated accuracy of +/- 6 seconds.
 AW5469
 AW5469.The orthometric height was determined by differential leveling
 AW5469.and adjusted by the National Geodetic Survey in June 1991..
 AW5469
 AW5469.The geoid height was determined by GEOID03.
 AW5469
 AW5469.The dynamic height is computed by dividing the NAVD 88
 AW5469.geopotential number by the normal gravity value computed on the
 AW5469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5469.degrees latitude (g = 980.6199 gals.).
 AW5469
 AW5469.The modeled gravity was interpolated from observed gravity values.
 AW5469
 AW5469;                    North         East    Units  Estimated Accuracy
 AW5469;SPC TXSC     - 4,200,330.      927,070.      MT  (+/- 180 meters Scaled)
 AW5469
 AW5469                          SUPERSEDED SURVEY CONTROL
 AW5469
 AW5469  NGVD 29 (12/23/87)   23.306  (m)           76.46   (f) ADJUSTED    1 2
 AW5469
 AW5469.Superseded values are not recommended for survey control.
 AW5469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5469.See file dsdata.txt to determine how the superseded data were derived.
 AW5469
 AW5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN459771(NAD 83)
 AW5469_MARKER: DB = BENCH MARK DISK
 AW5469_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW5469_SP_SET: HIGHWAY OVERPASS PIER
 AW5469_STAMPING: B 1505 1987
 AW5469_MARK LOGO: NGS   
 AW5469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5469+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AW5469
 AW5469  HISTORY     - Date     Condition        Report By
 AW5469  HISTORY     - 1987     MONUMENTED       NGS
 AW5469  HISTORY     - 1987     GOOD             USPSQD
 AW5469  HISTORY     - 1987     GOOD             USPSQD
 AW5469  HISTORY     - 1989     GOOD             USPSQD
 AW5469  HISTORY     - 19931204 GOOD             USPSQD
 AW5469  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW5469  HISTORY     - 20050707 GOOD             USPSQD
 AW5469
 AW5469                          STATION DESCRIPTION
 AW5469
 AW5469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5469'3.2 KM (2.0 MI) SE FROM SUGARLAND.
 AW5469'1.9 KM (1.15 MI) SOUTH ALONG STATE HIGHWAY 58 SPUR FROM THE JUNCTION
 AW5469'OF US HIGHWAY 90 ALTERNATE IN SUGARLAND, THENCE 1.4 KM (0.85 MI)
 AW5469'SOUTHEAST ALONG STATE HIGHWAY 6, SET VERTICALLY IN THE SOUTHEAST FACE
 AW5469'OF THE SOUTHEAST PIER OF THE OVERPASS OF US HIGHWAY 59 NORTHEASTBOUND,
 AW5469'5.2 METERS (17.2 FT) NORTHEAST OF THE NORTHEAST CURB OF STATE HIGHWAY
 AW5469'6 WESTBOUND.
 AW5469'THE MARK IS 1.3 M ABOVE THE GROUND.
 AW5469
 AW5469                          STATION RECOVERY (1987)
 AW5469
 AW5469'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW5469'RECOVERED IN GOOD CONDITION.
 AW5469
 AW5469                          STATION RECOVERY (1987)
 AW5469
 AW5469'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW5469'RECOVERED IN GOOD CONDITION.
 AW5469
 AW5469                          STATION RECOVERY (1989)
 AW5469
 AW5469'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW5469'RECOVERED IN GOOD CONDITION.
 AW5469
 AW5469                          STATION RECOVERY (1993)
 AW5469
 AW5469'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5469'RECOVERED IN GOOD CONDITION.
 AW5469
 AW5469                          STATION RECOVERY (2004)
 AW5469
 AW5469'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5469'ALL NEW CONCRETE HERE.
 AW5469
 AW5469                          STATION RECOVERY (2005)
 AW5469
 AW5469'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5497 ***********************************************************************
 AW5497  DESIGNATION -  B 1506
 AW5497  PID         -  AW5497
 AW5497  STATE/COUNTY-  TX/FORT BEND
 AW5497  USGS QUAD   -  KENDLETON (1981)
 AW5497
 AW5497                         *CURRENT SURVEY CONTROL
 AW5497  ___________________________________________________________________
 AW5497* NAD 83(1986)-  29 29 55.     (N)    095 56 17.     (W)     SCALED    
 AW5497* NAVD 88     -        31.841  (meters)     104.47   (feet)  ADJUSTED  
 AW5497  ___________________________________________________________________
 AW5497  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW5497  DYNAMIC HT  -          31.797 (meters)     104.32  (feet)  COMP
 AW5497  MODELED GRAV-     979,256.9   (mgal)                       NAVD 88
 AW5497
 AW5497  VERT ORDER  -  FIRST     CLASS II
 AW5497
 AW5497.The horizontal coordinates were scaled from a topographic map and have
 AW5497.an estimated accuracy of +/- 6 seconds.
 AW5497
 AW5497.The orthometric height was determined by differential leveling
 AW5497.and adjusted by the National Geodetic Survey in June 1991..
 AW5497
 AW5497.The geoid height was determined by GEOID03.
 AW5497
 AW5497.The dynamic height is computed by dividing the NAVD 88
 AW5497.geopotential number by the normal gravity value computed on the
 AW5497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5497.degrees latitude (g = 980.6199 gals.).
 AW5497
 AW5497.The modeled gravity was interpolated from observed gravity values.
 AW5497
 AW5497;                    North         East    Units  Estimated Accuracy
 AW5497;SPC TXSC     - 4,188,440.      896,840.      MT  (+/- 180 meters Scaled)
 AW5497
 AW5497                          SUPERSEDED SURVEY CONTROL
 AW5497
 AW5497  NGVD 29 (12/23/87)   31.839  (m)          104.46   (f) ADJUSTED    1 2
 AW5497
 AW5497.Superseded values are not recommended for survey control.
 AW5497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5497.See file dsdata.txt to determine how the superseded data were derived.
 AW5497
 AW5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN151668(NAD 83)
 AW5497_MARKER: I = METAL ROD
 AW5497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5497_SP_SET: STAINLESS STEEL ROD
 AW5497_STAMPING: B 1506 1987
 AW5497_MARK LOGO: NGS   
 AW5497_PROJECTION: FLUSH
 AW5497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5497_ROD/PIPE-DEPTH: 7.3  meters
 AW5497
 AW5497  HISTORY     - Date     Condition        Report By
 AW5497  HISTORY     - 1987     MONUMENTED       NGS
 AW5497  HISTORY     - 19951210 GOOD             USPSQD
 AW5497  HISTORY     - 19971122 GOOD             USPSQD
 AW5497  HISTORY     - 19980207 GOOD             USPSQD
 AW5497
 AW5497                          STATION DESCRIPTION
 AW5497
 AW5497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5497'2.9 KM (1.8 MI) NW FROM BEASLEY.
 AW5497'1.6 KM (1.0 MI) SOUTHWEST ALONG US HIGHWAY 59 FROM THE POST OFFICE IN
 AW5497'BEASLEY, THENCE 1.28 KM (0.8 MI) NORTHWEST ALONG FM 1875, 12.2 METERS
 AW5497'(40.0 FT) NORTHEAST OF THE CENTERLINE OF ROAD 1875, 9.1 METERS (30.0
 AW5497'FT) SOUTHEAST OF THE CENTERLINE OF KOVAR ROAD, 0.6 METERS (2.0 FT)
 AW5497'SOUTHEAST OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 AW5497'A 5-INCH LOGO CAP.
 AW5497'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AW5497'THE MARK IS 0.6 M BELOW THE ROADS.
 AW5497
 AW5497                          STATION RECOVERY (1995)
 AW5497
 AW5497'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5497'RECOVERED IN GOOD CONDITION.
 AW5497
 AW5497                          STATION RECOVERY (1997)
 AW5497
 AW5497'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5497'RECOVERED IN GOOD CONDITION.
 AW5497
 AW5497                          STATION RECOVERY (1998)
 AW5497
 AW5497'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5702 ***********************************************************************
 AW5702  DESIGNATION -  B 1507
 AW5702  PID         -  AW5702
 AW5702  STATE/COUNTY-  TX/GALVESTON
 AW5702  USGS QUAD   -  GALVESTON (1994)
 AW5702
 AW5702                         *CURRENT SURVEY CONTROL
 AW5702  ___________________________________________________________________
 AW5702* NAD 83(1986)-  29 16 47.     (N)    094 49 57.     (W)     SCALED    
 AW5702* NAVD 88     -         2.565  (meters)       8.42   (feet)  ADJUSTED  
 AW5702  ___________________________________________________________________
 AW5702  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW5702  DYNAMIC HT  -           2.562 (meters)       8.41  (feet)  COMP
 AW5702  MODELED GRAV-     979,260.2   (mgal)                       NAVD 88
 AW5702
 AW5702  VERT ORDER  -  FIRST     CLASS II
 AW5702
 AW5702.The horizontal coordinates were scaled from a topographic map and have
 AW5702.an estimated accuracy of +/- 6 seconds.
 AW5702
 AW5702.The orthometric height was determined by differential leveling
 AW5702.and adjusted by the National Geodetic Survey in June 1991..
 AW5702
 AW5702.The geoid height was determined by GEOID03.
 AW5702
 AW5702.The dynamic height is computed by dividing the NAVD 88
 AW5702.geopotential number by the normal gravity value computed on the
 AW5702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5702.degrees latitude (g = 980.6199 gals.).
 AW5702
 AW5702.The modeled gravity was interpolated from observed gravity values.
 AW5702
 AW5702;                    North         East    Units  Estimated Accuracy
 AW5702;SPC TXSC     - 4,167,510.    1,004,840.      MT  (+/- 180 meters Scaled)
 AW5702
 AW5702                          SUPERSEDED SURVEY CONTROL
 AW5702
 AW5702  NGVD 29 (12/23/87)    2.562  (m)            8.41   (f) ADJUSTED    1 2
 AW5702
 AW5702.Superseded values are not recommended for survey control.
 AW5702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5702.See file dsdata.txt to determine how the superseded data were derived.
 AW5702
 AW5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN219403(NAD 83)
 AW5702_MARKER: I = METAL ROD
 AW5702_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW5702+WITH SETTING: INFORMATION.
 AW5702_SP_SET: METAL ROD DRIVEN INTO GROUND
 AW5702_STAMPING: B 1507 1987
 AW5702_MARK LOGO: NGS   
 AW5702_PROJECTION: FLUSH
 AW5702_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5702_ROD/PIPE-DEPTH: 1.6  meters
 AW5702
 AW5702  HISTORY     - Date     Condition        Report By
 AW5702  HISTORY     - 1987     MONUMENTED       NGS
 AW5702  HISTORY     - 1988     GOOD             USPSQD
 AW5702  HISTORY     - 19891114 MARK NOT FOUND   LOCENG
 AW5702  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 AW5702
 AW5702                          STATION DESCRIPTION
 AW5702
 AW5702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5702'IN GALVESTON.
 AW5702'IN GALVESTON, ALONG 61 ST STREET BETWEEN HURDSLANE AND Q AVENUES IN
 AW5702'THE MEADIAN, 20.5 METERS (67.5 FT) NORTH OF THE CENTER OF Q AVENUE,
 AW5702'11.2 METERS (36.8 FT) NORTH OF THE SOUTH END OF THE MEADIAN, 3.2
 AW5702'METERS (10.5 FT) NORTH OF A 12-INCH PALM TREE, 2.2 METERS (7.1 FT)
 AW5702'EAST OF THE EAST CURB OF THE SOUTHBOUND LANE OF 61 ST STREET,
 AW5702'1.4 METERS (4.6 FT) WEST OF THE WEST CURB OF THE NORTHBOUND LANE OF 61
 AW5702'ST STREET.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5702'CAP.
 AW5702'THE MARK IS 0.18 M ABOVE 61 ST STREET.
 AW5702
 AW5702                          STATION RECOVERY (1988)
 AW5702
 AW5702'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW5702'RECOVERED IN GOOD CONDITION.
 AW5702
 AW5702                          STATION RECOVERY (1989)
 AW5702
 AW5702'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 AW5702'MARK NOT FOUND.
 AW5702
 AW5702                          STATION RECOVERY (1994)
 AW5702
 AW5702'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5579 ***********************************************************************
 AW5579  DESIGNATION -  B 1508
 AW5579  PID         -  AW5579
 AW5579  STATE/COUNTY-  TX/GALVESTON
 AW5579  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5579
 AW5579                         *CURRENT SURVEY CONTROL
 AW5579  ___________________________________________________________________
 AW5579* NAD 83(1986)-  29 22 06.     (N)    094 57 33.     (W)     SCALED    
 AW5579* NAVD 88     -         4.381  (meters)      14.37   (feet)  ADJUSTED  
 AW5579  ___________________________________________________________________
 AW5579  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW5579  DYNAMIC HT  -           4.375 (meters)      14.35  (feet)  COMP
 AW5579  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 AW5579
 AW5579  VERT ORDER  -  FIRST     CLASS II
 AW5579
 AW5579.The horizontal coordinates were scaled from a topographic map and have
 AW5579.an estimated accuracy of +/- 6 seconds.
 AW5579
 AW5579.The orthometric height was determined by differential leveling
 AW5579.and adjusted by the National Geodetic Survey in March 1997..
 AW5579
 AW5579.The geoid height was determined by GEOID03.
 AW5579
 AW5579.The dynamic height is computed by dividing the NAVD 88
 AW5579.geopotential number by the normal gravity value computed on the
 AW5579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5579.degrees latitude (g = 980.6199 gals.).
 AW5579
 AW5579.The modeled gravity was interpolated from observed gravity values.
 AW5579
 AW5579;                    North         East    Units  Estimated Accuracy
 AW5579;SPC TXSC     - 4,176,900.      992,200.      MT  (+/- 180 meters Scaled)
 AW5579
 AW5579                          SUPERSEDED SURVEY CONTROL
 AW5579
 AW5579  NAVD 88 (06/15/91)    4.377  (m)           14.36   (f) UNKNOWN     1 2
 AW5579  NGVD 29 (12/23/87)    4.374  (m)           14.35   (f) ADJUSTED    1 2
 AW5579
 AW5579.Superseded values are not recommended for survey control.
 AW5579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5579.See file dsdata.txt to determine how the superseded data were derived.
 AW5579
 AW5579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN098503(NAD 83)
 AW5579_MARKER: I = METAL ROD
 AW5579_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5579_SP_SET: STAINLESS STEEL ROD
 AW5579_STAMPING: B 1508 1987
 AW5579_MARK LOGO: NGS   
 AW5579_PROJECTION: FLUSH
 AW5579_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5579+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW5579_ROD/PIPE-DEPTH: 24.1 meters
 AW5579
 AW5579  HISTORY     - Date     Condition        Report By
 AW5579  HISTORY     - 1987     MONUMENTED       NGS
 AW5579  HISTORY     - 1990     GOOD             USPSQD
 AW5579  HISTORY     - 19940326 GOOD             USPSQD
 AW5579  HISTORY     - 19961204 GOOD             NGS
 AW5579  HISTORY     - 20040207 GOOD             USPSQD
 AW5579  HISTORY     - 20050607 GOOD             USPSQD
 AW5579
 AW5579                          STATION DESCRIPTION
 AW5579
 AW5579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5579'IN LA MARQUE.
 AW5579'IN LA MARQUE, AT THE INTERSECTION OF ROSS AND OAK STREETS, 39.0 M
 AW5579'(128.0 FT) NORTH OF THE CENTER OF ROSS STREET, 30.6 M (100.4 FT) EAST
 AW5579'OF THE CENTER OF OAK STREET, AND 3.2 M (10.5 FT) SOUTHWEST OF THE
 AW5579'SOUTHWEST CORNER OF THE GALVESTON COUNTY HEALTH CENTER.  NOTE--ACCESS
 AW5579'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5579'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 AW5579
 AW5579                          STATION RECOVERY (1990)
 AW5579
 AW5579'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW5579'RECOVERED IN GOOD CONDITION.
 AW5579
 AW5579                          STATION RECOVERY (1994)
 AW5579
 AW5579'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5579'RECOVERED IN GOOD CONDITION.
 AW5579
 AW5579                          STATION RECOVERY (1996)
 AW5579
 AW5579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5579'IN LA MARQUE, AT THE INTERSECTION OF OAK AND ROSS STREETS, 39.0 M
 AW5579'(128.0 FT) NORTH OF THE CENTER OF ROSS STREET, 30.6 M (100.4 FT)
 AW5579'NORTHEAST OF THE CENTER OF OAK STREET, 3.2 M (10.5 FT) SOUTHWEST OF
 AW5579'THE SOUTHWEST CORNER OF THE GALVESTON COUNTY HEALTH CENTER, AND 0.3 M
 AW5579'(1.0 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM
 AW5579'POINT IS THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS ON PROPERTY OWNED
 AW5579'BY THE GALVESTON COUNTY HEALTH CENTER, 1207 OAK STREET, P.O. BOX 939,
 AW5579'LA MARQUE, TX 77568.
 AW5579
 AW5579                          STATION RECOVERY (2004)
 AW5579
 AW5579'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5579'GO TO N 29 22.115  W 094 57.562
 AW5579
 AW5579                          STATION RECOVERY (2005)
 AW5579
 AW5579'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5579'MARK FOUND AT N29 22 07.1 W094 57 34.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5651 ***********************************************************************
 AW5651  DESIGNATION -  B 1509
 AW5651  PID         -  AW5651
 AW5651  STATE/COUNTY-  TX/HARRIS
 AW5651  USGS QUAD   -  JACINTO CITY (1982)
 AW5651
 AW5651                         *CURRENT SURVEY CONTROL
 AW5651  ___________________________________________________________________
 AW5651* NAD 83(1986)-  29 48 08.     (N)    095 13 08.     (W)     SCALED    
 AW5651* NAVD 88     -        10.580  (meters)      34.71   (feet)  ADJUSTED  
 AW5651  ___________________________________________________________________
 AW5651  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW5651  DYNAMIC HT  -          10.566 (meters)      34.67  (feet)  COMP
 AW5651  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 AW5651
 AW5651  VERT ORDER  -  FIRST     CLASS II
 AW5651
 AW5651.The horizontal coordinates were scaled from a topographic map and have
 AW5651.an estimated accuracy of +/- 6 seconds.
 AW5651
 AW5651.The orthometric height was determined by differential leveling
 AW5651.and adjusted by the National Geodetic Survey in June 1991..
 AW5651
 AW5651.The geoid height was determined by GEOID03.
 AW5651
 AW5651.The dynamic height is computed by dividing the NAVD 88
 AW5651.geopotential number by the normal gravity value computed on the
 AW5651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5651.degrees latitude (g = 980.6199 gals.).
 AW5651
 AW5651.The modeled gravity was interpolated from observed gravity values.
 AW5651
 AW5651;                    North         East    Units  Estimated Accuracy
 AW5651;SPC TXSC     - 4,224,120.      965,450.      MT  (+/- 180 meters Scaled)
 AW5651
 AW5651                          SUPERSEDED SURVEY CONTROL
 AW5651
 AW5651  NGVD 29 (12/23/87)   10.577  (m)           34.70   (f) ADJUSTED    1 2
 AW5651
 AW5651.Superseded values are not recommended for survey control.
 AW5651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5651.See file dsdata.txt to determine how the superseded data were derived.
 AW5651
 AW5651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN855989(NAD 83)
 AW5651_MARKER: I = METAL ROD
 AW5651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5651_SP_SET: STAINLESS STEEL ROD
 AW5651_STAMPING: B 1509 1986
 AW5651_MARK LOGO: NGS   
 AW5651_PROJECTION: RECESSED 2 CENTIMETERS
 AW5651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5651_ROD/PIPE-DEPTH: 7.9  meters
 AW5651
 AW5651  HISTORY     - Date     Condition        Report By
 AW5651  HISTORY     - 1986     MONUMENTED       NGS
 AW5651  HISTORY     - 19940911 GOOD             USPSQD
 AW5651
 AW5651                          STATION DESCRIPTION
 AW5651
 AW5651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5651'5.9 KM (3.65 MI) NW FROM GREENS BAYOU.
 AW5651'1.9 KM (1.2 MI) WESTERLY ALONG MARKET STREET FROM THE MARKET STREET
 AW5651'BAPTIST CHURCH IN GREENS BAYOU, THENCE 4.0 KM (2.5 MI) NORTHERLY ALONG
 AW5651'MAXEY ROAD, 68.9 M (226.0 FT) SOUTH OF THE CENTERLINE OF THE NORTHEAST
 AW5651'BOUND LANES OF WALLISVILLE ROAD, 18.0 M (59.1 FT) EAST OF THE
 AW5651'CENTERLINE OF THE NORTH BOUND LANES OF MAXEY ROAD, AND 1.2 M (3.9 FT)
 AW5651'NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5651'5-INCH LOGO CAP.
 AW5651'THE MARK IS ABOVE LEVEL WITH MAXEY ROAD.
 AW5651
 AW5651                          STATION RECOVERY (1994)
 AW5651
 AW5651'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0523 ***********************************************************************
 CR0523  DESIGNATION -  B 151
 CR0523  PID         -  CR0523
 CR0523  STATE/COUNTY-  TX/HENDERSON
 CR0523  USGS QUAD   -  ATHENS (1984)
 CR0523
 CR0523                         *CURRENT SURVEY CONTROL
 CR0523  ___________________________________________________________________
 CR0523* NAD 83(1986)-  32 12 25.     (N)    095 49 55.     (W)     SCALED    
 CR0523* NAVD 88     -       145.994  (meters)     478.98   (feet)  ADJUSTED  
 CR0523  ___________________________________________________________________
 CR0523  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CR0523  DYNAMIC HT  -         145.823 (meters)     478.42  (feet)  COMP
 CR0523  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 CR0523
 CR0523  VERT ORDER  -  SECOND    CLASS 0
 CR0523
 CR0523.The horizontal coordinates were scaled from a topographic map and have
 CR0523.an estimated accuracy of +/- 6 seconds.
 CR0523
 CR0523.The orthometric height was determined by differential leveling
 CR0523.and adjusted by the National Geodetic Survey in June 1991..
 CR0523
 CR0523.The geoid height was determined by GEOID03.
 CR0523
 CR0523.The dynamic height is computed by dividing the NAVD 88
 CR0523.geopotential number by the normal gravity value computed on the
 CR0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0523.degrees latitude (g = 980.6199 gals.).
 CR0523
 CR0523.The modeled gravity was interpolated from observed gravity values.
 CR0523
 CR0523;                    North         East    Units  Estimated Accuracy
 CR0523;SPC TXNC     - 2,063,110.      851,510.      MT  (+/- 180 meters Scaled)
 CR0523
 CR0523                          SUPERSEDED SURVEY CONTROL
 CR0523
 CR0523  NGVD 29 (??/??/92)  146.002  (m)          479.01   (f) ADJ UNCH    2 0
 CR0523
 CR0523.Superseded values are not recommended for survey control.
 CR0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0523.See file dsdata.txt to determine how the superseded data were derived.
 CR0523
 CR0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR330668(NAD 83)
 CR0523_MARKER: DB = BENCH MARK DISK
 CR0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0523_SP_SET: BUILDING
 CR0523_STAMPING: B-151 1934
 CR0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0523
 CR0523  HISTORY     - Date     Condition        Report By
 CR0523  HISTORY     - 1934     MONUMENTED       CGS
 CR0523  HISTORY     - 19980613 GOOD             USPSQD
 CR0523  HISTORY     - 20040605 GOOD             USPSQD
 CR0523
 CR0523                          STATION DESCRIPTION
 CR0523
 CR0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0523'1.5 MI SE FROM ATHENS.
 CR0523'1.5 MILES SOUTHEAST OF, ALONG T. AND N.O.R.R.  825 FEET NORTHWEST OF
 CR0523'CULVERT MARKED 241 A, IN OVER-PASS OF TEXAS STATE HIGHWAY NO. 31 OVER
 CR0523'T. AND N.O.R.R.  TABLET SET VERTICALLY, 4 FEET ABOVE THE GROUND IN
 CR0523'NORTH FACE OF THE SOUTHEAST COLUMN 10 FEET SOUTHWEST OF TRACK. TABLET
 CR0523'STAMPED, B-151, 1934.
 CR0523
 CR0523                          STATION RECOVERY (1998)
 CR0523
 CR0523'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0523'RECOVERED IN GOOD CONDITION.
 CR0523
 CR0523                          STATION RECOVERY (2004)
 CR0523
 CR0523'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CR0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5573 ***********************************************************************
 AW5573  DESIGNATION -  B 1510
 AW5573  PID         -  AW5573
 AW5573  STATE/COUNTY-  TX/HARRIS
 AW5573  USGS QUAD   -  ALDINE (1995)
 AW5573
 AW5573                         *CURRENT SURVEY CONTROL
 AW5573  ___________________________________________________________________
 AW5573* NAD 83(1986)-  29 56 12.     (N)    095 22 50.     (W)     SCALED    
 AW5573* NAVD 88     -        23.409  (meters)      76.80   (feet)  ADJUSTED  
 AW5573  ___________________________________________________________________
 AW5573  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW5573  DYNAMIC HT  -          23.377 (meters)      76.70  (feet)  COMP
 AW5573  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 AW5573
 AW5573  VERT ORDER  -  FIRST     CLASS II
 AW5573
 AW5573.The horizontal coordinates were scaled from a topographic map and have
 AW5573.an estimated accuracy of +/- 6 seconds.
 AW5573
 AW5573.The orthometric height was determined by differential leveling
 AW5573.and adjusted by the National Geodetic Survey in June 1991..
 AW5573
 AW5573.The geoid height was determined by GEOID03.
 AW5573
 AW5573.The dynamic height is computed by dividing the NAVD 88
 AW5573.geopotential number by the normal gravity value computed on the
 AW5573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5573.degrees latitude (g = 980.6199 gals.).
 AW5573
 AW5573.The modeled gravity was interpolated from observed gravity values.
 AW5573
 AW5573;                    North         East    Units  Estimated Accuracy
 AW5573;SPC TXSC     - 4,238,520.      949,360.      MT  (+/- 180 meters Scaled)
 AW5573
 AW5573                          SUPERSEDED SURVEY CONTROL
 AW5573
 AW5573  NGVD 29 (12/23/87)   23.406  (m)           76.79   (f) ADJUSTED    1 2
 AW5573
 AW5573.Superseded values are not recommended for survey control.
 AW5573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5573.See file dsdata.txt to determine how the superseded data were derived.
 AW5573
 AW5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP702141(NAD 83)
 AW5573_MARKER: I = METAL ROD
 AW5573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5573_SP_SET: STAINLESS STEEL ROD
 AW5573_STAMPING: B 1510 1987
 AW5573_MARK LOGO: NGS   
 AW5573_PROJECTION: FLUSH
 AW5573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5573_ROD/PIPE-DEPTH: 7.3  meters
 AW5573
 AW5573  HISTORY     - Date     Condition        Report By
 AW5573  HISTORY     - 1987     MONUMENTED       NGS
 AW5573  HISTORY     - 19951007 MARK NOT FOUND   CHANCE
 AW5573  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 AW5573
 AW5573                          STATION DESCRIPTION
 AW5573
 AW5573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5573'15.9 KM (9.9 MI) SOUTH FROM SPRING.
 AW5573'15.9 KM (9.9 MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AW5573'ITS JUNCTION WITH SPRING SCHOOL ROAD IN SPRING, 129.5 M (424.9 FT)
 AW5573'EAST OF THE NEAR RAIL, 74.7 M (245.1 FT) EAST OF THE CENTER OF EAST
 AW5573'HARDY STREET, 10.8 M (35.4 FT) SOUTH OF THE CENTERLINE OF COURTESY
 AW5573'STREET, 8.6 M (28.2 FT) WEST OF THE CENTER OF A GATE, AND 7.5 M (24.6
 AW5573'FT) EAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5573'THROUGH A 5-INCH LOGO CAP.
 AW5573'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 AW5573'THE MARK IS ABOVE LEVEL WITH COURTESY STREET.
 AW5573
 AW5573                          STATION RECOVERY (1995)
 AW5573
 AW5573'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5573'MARK NOT FOUND.
 AW5573
 AW5573                          STATION RECOVERY (2004)
 AW5573
 AW5573'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5647 ***********************************************************************
 AW5647  DESIGNATION -  B 1511
 AW5647  PID         -  AW5647
 AW5647  STATE/COUNTY-  TX/HARRIS
 AW5647  USGS QUAD   -  SETTEGAST (1995)
 AW5647
 AW5647                         *CURRENT SURVEY CONTROL
 AW5647  ___________________________________________________________________
 AW5647* NAD 83(1986)-  29 49 38.     (N)    095 16 14.     (W)     SCALED    
 AW5647* NAVD 88     -        12.786  (meters)      41.95   (feet)  ADJUSTED  
 AW5647  ___________________________________________________________________
 AW5647  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW5647  DYNAMIC HT  -          12.769 (meters)      41.89  (feet)  COMP
 AW5647  MODELED GRAV-     979,292.7   (mgal)                       NAVD 88
 AW5647
 AW5647  VERT ORDER  -  FIRST     CLASS II
 AW5647
 AW5647.The horizontal coordinates were scaled from a topographic map and have
 AW5647.an estimated accuracy of +/- 6 seconds.
 AW5647
 AW5647.The orthometric height was determined by differential leveling
 AW5647.and adjusted by the National Geodetic Survey in June 1991..
 AW5647
 AW5647.The geoid height was determined by GEOID03.
 AW5647
 AW5647.The dynamic height is computed by dividing the NAVD 88
 AW5647.geopotential number by the normal gravity value computed on the
 AW5647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5647.degrees latitude (g = 980.6199 gals.).
 AW5647
 AW5647.The modeled gravity was interpolated from observed gravity values.
 AW5647
 AW5647;                    North         East    Units  Estimated Accuracy
 AW5647;SPC TXSC     - 4,226,720.      960,370.      MT  (+/- 180 meters Scaled)
 AW5647
 AW5647                          SUPERSEDED SURVEY CONTROL
 AW5647
 AW5647  NGVD 29 (12/23/87)   12.784  (m)           41.94   (f) ADJUSTED    1 2
 AW5647
 AW5647.Superseded values are not recommended for survey control.
 AW5647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5647.See file dsdata.txt to determine how the superseded data were derived.
 AW5647
 AW5647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP806018(NAD 83)
 AW5647_MARKER: I = METAL ROD
 AW5647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5647_SP_SET: STAINLESS STEEL ROD
 AW5647_STAMPING: B 1511 1987
 AW5647_MARK LOGO: NGS   
 AW5647_PROJECTION: FLUSH
 AW5647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5647_ROD/PIPE-DEPTH: 7.6  meters
 AW5647
 AW5647  HISTORY     - Date     Condition        Report By
 AW5647  HISTORY     - 1987     MONUMENTED       NGS
 AW5647
 AW5647                          STATION DESCRIPTION
 AW5647
 AW5647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5647'IN HOUSTON.
 AW5647'IN HOUSTON, AT THE INTERSECTION OF EAST HOUSTON ROAD AND SAFEBUY
 AW5647'STREET, 59.4 M (194.9 FT) WEST OF THE CENTERLINE OF THE ROAD, 7.0 M
 AW5647'(23.0 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO 8428 SAFEBUY
 AW5647'STREET, 5.5 M (18.0 FT) SOUTH OF THE CENTER OF THE STREET, AND 4.7 M
 AW5647'(15.4 FT) NORTH-NORTHEAST OF THE NORTH END OF A FENCE CORNER.
 AW5647'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5647'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2024 ***********************************************************************
 BL2024  DESIGNATION -  B 1512
 BL2024  PID         -  BL2024
 BL2024  STATE/COUNTY-  TX/HARRIS
 BL2024  USGS QUAD   -  MAEDAN (1982)
 BL2024
 BL2024                         *CURRENT SURVEY CONTROL
 BL2024  ___________________________________________________________________
 BL2024* NAD 83(1986)-  30 00 04.     (N)    095 17 24.     (W)     SCALED    
 BL2024* NAVD 88     -        26.512  (meters)      86.98   (feet)  ADJUSTED  
 BL2024  ___________________________________________________________________
 BL2024  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL2024  DYNAMIC HT  -          26.476 (meters)      86.86  (feet)  COMP
 BL2024  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 BL2024
 BL2024  VERT ORDER  -  FIRST     CLASS II
 BL2024
 BL2024.The horizontal coordinates were scaled from a topographic map and have
 BL2024.an estimated accuracy of +/- 6 seconds.
 BL2024
 BL2024.The orthometric height was determined by differential leveling
 BL2024.and adjusted by the National Geodetic Survey in June 1991..
 BL2024
 BL2024.The geoid height was determined by GEOID03.
 BL2024
 BL2024.The dynamic height is computed by dividing the NAVD 88
 BL2024.geopotential number by the normal gravity value computed on the
 BL2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2024.degrees latitude (g = 980.6199 gals.).
 BL2024
 BL2024.The modeled gravity was interpolated from observed gravity values.
 BL2024
 BL2024;                    North         East    Units  Estimated Accuracy
 BL2024;SPC TXSC     - 4,245,930.      957,880.      MT  (+/- 180 meters Scaled)
 BL2024
 BL2024                          SUPERSEDED SURVEY CONTROL
 BL2024
 BL2024  NGVD 29 (12/23/87)   26.510  (m)           86.97   (f) ADJUSTED    1 2
 BL2024
 BL2024.Superseded values are not recommended for survey control.
 BL2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2024.See file dsdata.txt to determine how the superseded data were derived.
 BL2024
 BL2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP791211(NAD 83)
 BL2024_MARKER: I = METAL ROD
 BL2024_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2024_SP_SET: STAINLESS STEEL ROD
 BL2024_STAMPING: B 1512 1987
 BL2024_MARK LOGO: NGS   
 BL2024_PROJECTION: FLUSH
 BL2024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2024_ROD/PIPE-DEPTH: 7.3  meters
 BL2024
 BL2024  HISTORY     - Date     Condition        Report By
 BL2024  HISTORY     - 1987     MONUMENTED       NGS
 BL2024  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 BL2024  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL2024
 BL2024                          STATION DESCRIPTION
 BL2024
 BL2024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2024'2.0 KM (1.25 MI) WEST FROM HUMBLE.
 BL2024'2.0 KM (1.25 MI) WESTERLY ALONG FARM ROAD 1960 BUSINESS FROM ITS
 BL2024'JUNCTION WITH U.S. HIGHWAY 59 IN HUMBLE, 36.9 M (121.1 FT) WEST OF THE
 BL2024'CENTER OF MCKNIGHT LANE, 15.3 M (50.2 FT) SOUTH OF THE CENTERLINE OF
 BL2024'THE ROAD, 14.2 M (46.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 BL2024'SAINT LUKE BAPTIST CHURCH, 9.3 M (30.5 FT) EAST OF THE CENTER OF A
 BL2024'DRIVEWAY, 6.1 M (20.0 FT) SOUTHEAST OF THE CENTER OF A WATER METER
 BL2024'COVER, AND 0.3 M (1.0 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM
 BL2024'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2024'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BL2024
 BL2024                          STATION RECOVERY (1996)
 BL2024
 BL2024'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2024'MARK NOT FOUND.
 BL2024
 BL2024                          STATION RECOVERY (2004)
 BL2024
 BL2024'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2017 ***********************************************************************
 BL2017  DESIGNATION -  B 1513
 BL2017  PID         -  BL2017
 BL2017  STATE/COUNTY-  TX/MONTGOMERY
 BL2017  USGS QUAD   -  SPRING (1982)
 BL2017
 BL2017                         *CURRENT SURVEY CONTROL
 BL2017  ___________________________________________________________________
 BL2017* NAD 83(1986)-  30 07 17.     (N)    095 25 38.     (W)     SCALED    
 BL2017* NAVD 88     -        31.370  (meters)     102.92   (feet)  ADJUSTED  
 BL2017  ___________________________________________________________________
 BL2017  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL2017  DYNAMIC HT  -          31.328 (meters)     102.78  (feet)  COMP
 BL2017  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 BL2017
 BL2017  VERT ORDER  -  FIRST     CLASS I
 BL2017
 BL2017.The horizontal coordinates were scaled from a topographic map and have
 BL2017.an estimated accuracy of +/- 6 seconds.
 BL2017
 BL2017.The orthometric height was determined by differential leveling
 BL2017.and adjusted by the National Geodetic Survey in June 1991..
 BL2017
 BL2017.The geoid height was determined by GEOID03.
 BL2017
 BL2017.The dynamic height is computed by dividing the NAVD 88
 BL2017.geopotential number by the normal gravity value computed on the
 BL2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2017.degrees latitude (g = 980.6199 gals.).
 BL2017
 BL2017.The modeled gravity was interpolated from observed gravity values.
 BL2017
 BL2017;                    North         East    Units  Estimated Accuracy
 BL2017;SPC TX C     - 3,060,830.    1,172,640.      MT  (+/- 180 meters Scaled)
 BL2017
 BL2017                          SUPERSEDED SURVEY CONTROL
 BL2017
 BL2017  NGVD 29 (12/23/87)   31.371  (m)          102.92   (f) ADJUSTED    1 1
 BL2017
 BL2017.Superseded values are not recommended for survey control.
 BL2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2017.See file dsdata.txt to determine how the superseded data were derived.
 BL2017
 BL2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP661347(NAD 83)
 BL2017_MARKER: I = METAL ROD
 BL2017_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2017_SP_SET: STAINLESS STEEL ROD
 BL2017_STAMPING: B 1513 1987
 BL2017_MARK LOGO: NGS   
 BL2017_PROJECTION: FLUSH
 BL2017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2017+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL2017_ROD/PIPE-DEPTH: 7.0  meters
 BL2017
 BL2017  HISTORY     - Date     Condition        Report By
 BL2017  HISTORY     - 1987     MONUMENTED       NGS
 BL2017  HISTORY     - 20040209 GOOD             ENGLE
 BL2017  HISTORY     - 20050211 GOOD             ENGLE
 BL2017  HISTORY     - 20050929 GOOD             USPSQD
 BL2017
 BL2017                          STATION DESCRIPTION
 BL2017
 BL2017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2017'5.0 KM (3.10 MI) NORTH FROM SPRING.
 BL2017'5.0 KM (3.10 MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BL2017'ITS JUNCTION WITH SPRING SCHOOL ROAD IN SPRING, 0.7 KM (0.45 MI) SOUTH
 BL2017'OF THE INTERSECTION OF RAYFORD ROAD, 38.0 M (124.7 FT) EAST OF THE
 BL2017'NEAR RAIL, 26.0 M (85.3 FT) WEST OF THE CENTER OF A DRIVEWAY, 19.0 M
 BL2017'(62.3 FT) EAST OF THE CENTER OF LAZY LANE, 9.4 M (30.8 FT) NORTH OF
 BL2017'THE CENTER OF SPRING HILL DRIVE, AND 0.8 M (2.6 FT) EAST OF A UTILITY
 BL2017'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2017'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 BL2017'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 BL2017
 BL2017                          STATION RECOVERY (2004)
 BL2017
 BL2017'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2004 (JPE)
 BL2017'RECOVERED IN GOOD CONDITION.
 BL2017
 BL2017                          STATION RECOVERY (2005)
 BL2017
 BL2017'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 BL2017'RECOVERED IN GOOD CONDITION.
 BL2017
 BL2017                          STATION RECOVERY (2005)
 BL2017
 BL2017'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2017'FOUND AS DESCRIBED. GO TO N30 07 16.3 W095 25 36.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2560 ***********************************************************************
 AX2560  DESIGNATION -  B 1515
 AX2560  PID         -  AX2560
 AX2560  STATE/COUNTY-  TX/WHARTON
 AX2560  USGS QUAD   -  EL CAMPO (1981)
 AX2560
 AX2560                         *CURRENT SURVEY CONTROL
 AX2560  ___________________________________________________________________
 AX2560* NAD 83(1986)-  29 10 27.     (N)    096 18 12.     (W)     SCALED    
 AX2560* NAVD 88     -        31.180  (meters)     102.30   (feet)  ADJUSTED  
 AX2560  ___________________________________________________________________
 AX2560  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX2560  DYNAMIC HT  -          31.136 (meters)     102.15  (feet)  COMP
 AX2560  MODELED GRAV-     979,233.7   (mgal)                       NAVD 88
 AX2560
 AX2560  VERT ORDER  -  FIRST     CLASS I
 AX2560
 AX2560.The horizontal coordinates were scaled from a topographic map and have
 AX2560.an estimated accuracy of +/- 6 seconds.
 AX2560
 AX2560.The orthometric height was determined by differential leveling
 AX2560.and adjusted by the National Geodetic Survey in June 1991..
 AX2560
 AX2560.The geoid height was determined by GEOID03.
 AX2560
 AX2560.The dynamic height is computed by dividing the NAVD 88
 AX2560.geopotential number by the normal gravity value computed on the
 AX2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2560.degrees latitude (g = 980.6199 gals.).
 AX2560
 AX2560.The modeled gravity was interpolated from observed gravity values.
 AX2560
 AX2560;                    North         East    Units  Estimated Accuracy
 AX2560;SPC TXSC     - 4,151,620.      862,260.      MT  (+/- 180 meters Scaled)
 AX2560
 AX2560                          SUPERSEDED SURVEY CONTROL
 AX2560
 AX2560  NGVD 29 (12/23/87)   31.185  (m)          102.31   (f) ADJUSTED    1 1
 AX2560
 AX2560.Superseded values are not recommended for survey control.
 AX2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2560.See file dsdata.txt to determine how the superseded data were derived.
 AX2560
 AX2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT622302(NAD 83)
 AX2560_MARKER: I = METAL ROD
 AX2560_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2560_SP_SET: STAINLESS STEEL ROD
 AX2560_STAMPING: B 1515 1987
 AX2560_MARK LOGO: NGS   
 AX2560_PROJECTION: FLUSH
 AX2560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2560_ROD/PIPE-DEPTH: 4.8  meters
 AX2560
 AX2560  HISTORY     - Date     Condition        Report By
 AX2560  HISTORY     - 1987     MONUMENTED       NGS
 AX2560  HISTORY     - 1990     GOOD             USPSQD
 AX2560
 AX2560                          STATION DESCRIPTION
 AX2560
 AX2560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2560'4.1 KM (2.55 MI) SW FROM EL CAMPO.
 AX2560'4.11 KM (2.56 MI) SOUTHWEST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION
 AX2560'OF STATE HIGHWAY 71 IN EL CAMPO, DIRECTLY BELOW THE US HIGHWAY 59
 AX2560'SOUTHBOUND OVERPASS, 8.5 METERS (28.0 FT) NORTHWEST OF THE CENTERLINE
 AX2560'OF HIGHWAY LOOP 525, BETWEEN THE FIRST SET OF TWO PILLARS ON THE
 AX2560'NORTHWEST SIDE OF HIGHWAY LOOP 525, 2.6 METERS (8.7 FT) SOUTHWEST OF
 AX2560'THE SOUTHWEST FACE OF THE NORTHEASTMOST ONE OF THE TWO PILLARS.
 AX2560'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2560'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AX2560'THE MARK IS 0.2 M BELOW HIGHWAY LOOP 525.
 AX2560
 AX2560                          STATION RECOVERY (1990)
 AX2560
 AX2560'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX2560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0777 ***********************************************************************
 CE0777  DESIGNATION -  B 1516
 CE0777  PID         -  CE0777
 CE0777  STATE/COUNTY-  TX/EL PASO
 CE0777  USGS QUAD   -  YSLETA (1994)
 CE0777
 CE0777                         *CURRENT SURVEY CONTROL
 CE0777  ___________________________________________________________________
 CE0777* NAD 83(1986)-  31 43 19.     (N)    106 21 07.     (W)     SCALED    
 CE0777* NAVD 88     -      1123.532  (meters)    3686.12   (feet)  ADJUSTED  
 CE0777  ___________________________________________________________________
 CE0777  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0777  DYNAMIC HT  -        1121.824 (meters)    3680.52  (feet)  COMP
 CE0777  MODELED GRAV-     979,081.3   (mgal)                       NAVD 88
 CE0777
 CE0777  VERT ORDER  -  FIRST     CLASS I
 CE0777
 CE0777.The horizontal coordinates were scaled from a topographic map and have
 CE0777.an estimated accuracy of +/- 6 seconds.
 CE0777
 CE0777.The orthometric height was determined by differential leveling
 CE0777.and adjusted by the National Geodetic Survey in November 1996..
 CE0777
 CE0777.The geoid height was determined by GEOID03.
 CE0777
 CE0777.The dynamic height is computed by dividing the NAVD 88
 CE0777.geopotential number by the normal gravity value computed on the
 CE0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0777.degrees latitude (g = 980.6199 gals.).
 CE0777
 CE0777.The modeled gravity was interpolated from observed gravity values.
 CE0777
 CE0777;                    North         East    Units  Estimated Accuracy
 CE0777;SPC TX C     - 3,243,270.      129,870.      MT  (+/- 180 meters Scaled)
 CE0777
 CE0777                          SUPERSEDED SURVEY CONTROL
 CE0777
 CE0777.No superseded survey control is available for this station.
 CE0777
 CE0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR719104(NAD 83)
 CE0777_MARKER: DV = VERTICAL CONTROL DISK
 CE0777_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0777_SP_SET: PIER
 CE0777_STAMPING: B 1516 1993
 CE0777_MARK LOGO: NGS   
 CE0777_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0777+STABILITY: POSITION/ELEVATION WELL
 CE0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0777+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0777
 CE0777  HISTORY     - Date     Condition        Report By
 CE0777  HISTORY     - 1993     MONUMENTED       NGS
 CE0777
 CE0777                          STATION DESCRIPTION
 CE0777
 CE0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0777'IN EL PASO, AT THE INTERSECTION OF YARBROUGH DRIVE AND THE SOUTHERN
 CE0777'PACIFIC RAILROAD, SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST
 CE0777'NORTHWESTERLY OF 2 CONCRETE COLUMNS OF THE SECOND PIER SOUTHWEST OF
 CE0777'THE NORTHEAST ABUTMENT OF THE WESTBOUND DRIVE OVERPASS OF THE
 CE0777'RAILROAD, 6.0 M (19.7 FT) NORTHEAST OF THE NEAR RAIL, 2.5 M (8.2 FT)
 CE0777'NORTHWEST OF THE CENTER OF THE DRIVE, AND 1.4 M (4.6 FT) ABOVE THE
 CE0777'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0741 ***********************************************************************
 CE0741  DESIGNATION -  B 1517
 CE0741  PID         -  CE0741
 CE0741  STATE/COUNTY-  TX/EL PASO
 CE0741  USGS QUAD   -  EL PASO (1997)
 CE0741
 CE0741                         *CURRENT SURVEY CONTROL
 CE0741  ___________________________________________________________________
 CE0741* NAD 83(1986)-  31 46 39.     (N)    106 25 20.     (W)     SCALED    
 CE0741* NAVD 88     -      1145.426  (meters)    3757.95   (feet)  ADJUSTED  
 CE0741  ___________________________________________________________________
 CE0741  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CE0741  DYNAMIC HT  -        1143.678 (meters)    3752.22  (feet)  COMP
 CE0741  MODELED GRAV-     979,074.7   (mgal)                       NAVD 88
 CE0741
 CE0741  VERT ORDER  -  FIRST     CLASS I
 CE0741
 CE0741.The horizontal coordinates were scaled from a topographic map and have
 CE0741.an estimated accuracy of +/- 6 seconds.
 CE0741
 CE0741.The orthometric height was determined by differential leveling
 CE0741.and adjusted by the National Geodetic Survey in November 1996..
 CE0741
 CE0741.The geoid height was determined by GEOID03.
 CE0741
 CE0741.The dynamic height is computed by dividing the NAVD 88
 CE0741.geopotential number by the normal gravity value computed on the
 CE0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0741.degrees latitude (g = 980.6199 gals.).
 CE0741
 CE0741.The modeled gravity was interpolated from observed gravity values.
 CE0741
 CE0741;                    North         East    Units  Estimated Accuracy
 CE0741;SPC TX C     - 3,249,790.      123,560.      MT  (+/- 180 meters Scaled)
 CE0741
 CE0741                          SUPERSEDED SURVEY CONTROL
 CE0741
 CE0741.No superseded survey control is available for this station.
 CE0741
 CE0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR653166(NAD 83)
 CE0741_MARKER: DV = VERTICAL CONTROL DISK
 CE0741_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0741_SP_SET: PIER
 CE0741_STAMPING: B 1517 1992
 CE0741_MARK LOGO: NGS   
 CE0741_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0741+STABILITY: POSITION/ELEVATION WELL
 CE0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0741+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CE0741
 CE0741  HISTORY     - Date     Condition        Report By
 CE0741  HISTORY     - 1992     MONUMENTED       NGS
 CE0741
 CE0741                          STATION DESCRIPTION
 CE0741
 CE0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CE0741'IN EL PASO, AT THE INTERSECTION OF U.S. HIGHWAYS 62 AND 180 AND
 CE0741'INTERSTATE HIGHWAY 10, SET VERTICALLY IN THE NORTH FACE OF THE MOST
 CE0741'NORTHERLY OF 12 CONCRETE COLUMNS OF THE FIRST PIER EAST OF THE WEST
 CE0741'ABUTMENT OF THE INTERSTATE HIGHWAY OVERPASS OF THE U.S. HIGHWAYS,
 CE0741'26.6 M (87.3 FT) NORTH OF THE CENTER OF THE INTERSTATE HIGHWAY, 9.0 M
 CE0741'(29.5 FT) WEST OF THE CENTER OF THE WESTBOUND LANES OF THE U.S.
 CE0741'HIGHWAYS, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6348 ***********************************************************************
 AC6348  DESIGNATION -  B 1518
 AC6348  PID         -  AC6348
 AC6348  STATE/COUNTY-  TX/TRAVIS
 AC6348  USGS QUAD   -  AUSTIN EAST (1988)
 AC6348
 AC6348                         *CURRENT SURVEY CONTROL
 AC6348  ___________________________________________________________________
 AC6348* NAD 83(1986)-  30 18 17.     (N)    097 44 56.     (W)     SCALED    
 AC6348* NAVD 88     -       170.948  (meters)     560.85   (feet)  ADJUSTED  
 AC6348  ___________________________________________________________________
 AC6348  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AC6348  DYNAMIC HT  -         170.715 (meters)     560.09  (feet)  COMP
 AC6348  MODELED GRAV-     979,277.0   (mgal)                       NAVD 88
 AC6348
 AC6348  VERT ORDER  -  FIRST     CLASS II
 AC6348
 AC6348.The horizontal coordinates were scaled from a topographic map and have
 AC6348.an estimated accuracy of +/- 6 seconds.
 AC6348
 AC6348.The orthometric height was determined by differential leveling
 AC6348.and adjusted by the National Geodetic Survey in July 2002..
 AC6348
 AC6348.The geoid height was determined by GEOID03.
 AC6348
 AC6348.The dynamic height is computed by dividing the NAVD 88
 AC6348.geopotential number by the normal gravity value computed on the
 AC6348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6348.degrees latitude (g = 980.6199 gals.).
 AC6348
 AC6348.The modeled gravity was interpolated from observed gravity values.
 AC6348
 AC6348;                    North         East    Units  Estimated Accuracy
 AC6348;SPC TX C     - 3,073,620.      948,570.      MT  (+/- 180 meters Scaled)
 AC6348
 AC6348                          SUPERSEDED SURVEY CONTROL
 AC6348
 AC6348.No superseded survey control is available for this station.
 AC6348
 AC6348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU203532(NAD 83)
 AC6348_MARKER: DV = VERTICAL CONTROL DISK
 AC6348_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC6348_SP_SET: BRIDGE ABUTMENT
 AC6348_STAMPING: B 1518 1996
 AC6348_MARK LOGO: NGS   
 AC6348_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6348+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 AC6348
 AC6348  HISTORY     - Date     Condition        Report By
 AC6348  HISTORY     - 1996     MONUMENTED       NGS
 AC6348  HISTORY     - 20010224 GOOD             USPSQD
 AC6348  HISTORY     - 20050226 GOOD             USPSQD
 AC6348
 AC6348                          STATION DESCRIPTION
 AC6348
 AC6348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6348'IN AUSTIN, AT THE INTERSECTION OF SHOAL CREEK BOULEVARD AND WEST 34TH
 AC6348'STREET, IN TOP OF AND 0.8 M (2.6 FT) NORTHEAST OF THE SOUTHWEST END OF
 AC6348'THE SOUTHEAST CONCRETE ABUTMENT OF THE STREET BRIDGE SPANNING SHOAL
 AC6348'CREEK, 11.9 M (39.0 FT) WEST OF THE BOULEVARD CENTER, 7.4 M (24.3 FT)
 AC6348'SOUTHWEST OF THE STREET CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 AC6348'OF THE STREET.
 AC6348
 AC6348                          STATION RECOVERY (2001)
 AC6348
 AC6348'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 AC6348'RECOVERED IN GOOD CONDITION.
 AC6348
 AC6348                          STATION RECOVERY (2005)
 AC6348
 AC6348'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AC6348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8415 ***********************************************************************
 AC8415  DESIGNATION -  B 1519
 AC8415  PID         -  AC8415
 AC8415  STATE/COUNTY-  TX/SAN PATRICIO
 AC8415  USGS QUAD   -  SINTON EAST (1979)
 AC8415
 AC8415                         *CURRENT SURVEY CONTROL
 AC8415  ___________________________________________________________________
 AC8415* NAD 83(1986)-  28 01 09.     (N)    097 28 18.     (W)     SCALED    
 AC8415* NAVD 88     -        13.903  (meters)      45.61   (feet)  ADJUSTED  
 AC8415  ___________________________________________________________________
 AC8415  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AC8415  DYNAMIC HT  -          13.882 (meters)      45.54  (feet)  COMP
 AC8415  MODELED GRAV-     979,133.9   (mgal)                       NAVD 88
 AC8415
 AC8415  VERT ORDER  -  FIRST     CLASS II
 AC8415
 AC8415.The horizontal coordinates were scaled from a topographic map and have
 AC8415.an estimated accuracy of +/- 6 seconds.
 AC8415
 AC8415.The orthometric height was determined by differential leveling
 AC8415.and adjusted by the National Geodetic Survey in December 1997..
 AC8415
 AC8415.The geoid height was determined by GEOID03.
 AC8415
 AC8415.The dynamic height is computed by dividing the NAVD 88
 AC8415.geopotential number by the normal gravity value computed on the
 AC8415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8415.degrees latitude (g = 980.6199 gals.).
 AC8415
 AC8415.The modeled gravity was interpolated from observed gravity values.
 AC8415
 AC8415;                    North         East    Units  Estimated Accuracy
 AC8415;SPC TX S     - 5,261,060.      401,140.      MT  (+/- 180 meters Scaled)
 AC8415
 AC8415                          SUPERSEDED SURVEY CONTROL
 AC8415
 AC8415.No superseded survey control is available for this station.
 AC8415
 AC8415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS502002(NAD 83)
 AC8415_MARKER: I = METAL ROD
 AC8415_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8415_STAMPING: B 1519 1996
 AC8415_MARK LOGO: NGS   
 AC8415_PROJECTION: FLUSH
 AC8415_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8415+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8415_ROD/PIPE-DEPTH: 7.8  meters
 AC8415_SLEEVE-DEPTH  : 0.9 meters
 AC8415
 AC8415  HISTORY     - Date     Condition        Report By
 AC8415  HISTORY     - 1996     MONUMENTED       NGS
 AC8415
 AC8415                          STATION DESCRIPTION
 AC8415
 AC8415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8415'5.4 KM (3.35 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AC8415'JUNCTION OF U.S.  HIGHWAY 77 IN SINTON, 51.9 M (170.3 FT) SOUTHWEST OF
 AC8415'THE HIGHWAY CENTERLINE, 2.7 M (8.9 FT) SOUTHEAST OF THE NORTHWEST
 AC8415'CORNER OF A CHAIN-LINK FENCE ENCLOSING A DEPARTMENT OF TRANSPORTATION
 AC8415'SUPPLY YARD, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.8 M
 AC8415'(2.6 FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AC8415'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AC8415'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0776 ***********************************************************************
 CS0776  DESIGNATION -  B 152
 CS0776  PID         -  CS0776
 CS0776  STATE/COUNTY-  TX/ELLIS
 CS0776  USGS QUAD   -  ENNIS WEST (1978)
 CS0776
 CS0776                         *CURRENT SURVEY CONTROL
 CS0776  ___________________________________________________________________
 CS0776* NAD 83(1986)-  32 21 11.     (N)    096 38 15.     (W)     SCALED    
 CS0776* NAVD 88     -       166.040  (meters)     544.75   (feet)  ADJUSTED  
 CS0776  ___________________________________________________________________
 CS0776  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CS0776  DYNAMIC HT  -         165.847 (meters)     544.12  (feet)  COMP
 CS0776  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 CS0776
 CS0776  VERT ORDER  -  SECOND    CLASS 0
 CS0776
 CS0776.The horizontal coordinates were scaled from a topographic map and have
 CS0776.an estimated accuracy of +/- 6 seconds.
 CS0776
 CS0776.The orthometric height was determined by differential leveling
 CS0776.and adjusted by the National Geodetic Survey in June 1991..
 CS0776
 CS0776.The geoid height was determined by GEOID03.
 CS0776
 CS0776.The dynamic height is computed by dividing the NAVD 88
 CS0776.geopotential number by the normal gravity value computed on the
 CS0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0776.degrees latitude (g = 980.6199 gals.).
 CS0776
 CS0776.The modeled gravity was interpolated from observed gravity values.
 CS0776
 CS0776;                    North         East    Units  Estimated Accuracy
 CS0776;SPC TXNC     - 2,077,670.      775,300.      MT  (+/- 180 meters Scaled)
 CS0776
 CS0776                          SUPERSEDED SURVEY CONTROL
 CS0776
 CS0776  NGVD 29 (??/??/92)  166.033  (m)          544.73   (f) ADJ UNCH    2 0
 CS0776
 CS0776.Superseded values are not recommended for survey control.
 CS0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0776.See file dsdata.txt to determine how the superseded data were derived.
 CS0776
 CS0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA223820(NAD 83)
 CS0776_MARKER: DB = BENCH MARK DISK
 CS0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0776_SP_SET: PILING
 CS0776_STAMPING: 544.700 B 152 1933
 CS0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0776
 CS0776  HISTORY     - Date     Condition        Report By
 CS0776  HISTORY     - 1933     MONUMENTED       CGS
 CS0776  HISTORY     - 1962     GOOD             NGS
 CS0776
 CS0776                          STATION DESCRIPTION
 CS0776
 CS0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS0776'1.9 MI NW FROM ENNIS.
 CS0776'ABOUT 1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 75 BUSINESS ROUTE FROM
 CS0776'THE JUNCTION OF U.S. HIGHWAYS 75, 287 AND STATE HIGHWAY 34 IN ENNIS,
 CS0776'THENCE ALONG A SIDE ROAD ON THE LEFT (OLD HIGHWAY 75) FOR 0.4 MILE TO
 CS0776'AN OVERPASS AND BENCH MARK, IN THE NORTHEAST FACE OF THE CONCRETE
 CS0776'PILING ALONG THE SOUTHWEST SIDE OF THE OVERPASS, 22 FEET BELOW THE
 CS0776'FLOOR OF THE OVERPASS, 9.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CS0776'OLD TEXAS AND NEW ORLEANS RAILROAD, AND ABOUT 3 FEET HIGHER THAN THE
 CS0776'GROUND.  A STANDARD DISK, STAMPED 544.700 B 152 1933 AND SET
 CS0776'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8492 ***********************************************************************
 AC8492  DESIGNATION -  B 1520
 AC8492  PID         -  AC8492
 AC8492  STATE/COUNTY-  TX/NUECES
 AC8492  USGS QUAD   -  OSO CREEK NE (1975)
 AC8492
 AC8492                         *CURRENT SURVEY CONTROL
 AC8492  ___________________________________________________________________
 AC8492* NAD 83(1986)-  27 41 48.     (N)    097 20 51.     (W)     SCALED    
 AC8492* NAVD 88     -        11.809  (meters)      38.74   (feet)  ADJUSTED  
 AC8492  ___________________________________________________________________
 AC8492  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AC8492  DYNAMIC HT  -          11.791 (meters)      38.68  (feet)  COMP
 AC8492  MODELED GRAV-     979,126.6   (mgal)                       NAVD 88
 AC8492
 AC8492  VERT ORDER  -  FIRST     CLASS II
 AC8492
 AC8492.The horizontal coordinates were scaled from a topographic map and have
 AC8492.an estimated accuracy of +/- 6 seconds.
 AC8492
 AC8492.The orthometric height was determined by differential leveling
 AC8492.and adjusted by the National Geodetic Survey in December 1997..
 AC8492
 AC8492.The geoid height was determined by GEOID03.
 AC8492
 AC8492.The dynamic height is computed by dividing the NAVD 88
 AC8492.geopotential number by the normal gravity value computed on the
 AC8492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8492.degrees latitude (g = 980.6199 gals.).
 AC8492
 AC8492.The modeled gravity was interpolated from observed gravity values.
 AC8492
 AC8492;                    North         East    Units  Estimated Accuracy
 AC8492;SPC TX S     - 5,225,430.      413,670.      MT  (+/- 180 meters Scaled)
 AC8492
 AC8492                          SUPERSEDED SURVEY CONTROL
 AC8492
 AC8492.No superseded survey control is available for this station.
 AC8492
 AC8492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR629646(NAD 83)
 AC8492_MARKER: DD = SURVEY DISK
 AC8492_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8492_SP_SET: OVERPASS ABUTMENT
 AC8492_STAMPING: B 1520
 AC8492_MARK LOGO: TXHD  
 AC8492_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8492+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8492
 AC8492  HISTORY     - Date     Condition        Report By
 AC8492  HISTORY     - UNK      MONUMENTED       TXHD
 AC8492  HISTORY     - 19970209 GOOD             NGS
 AC8492
 AC8492                          STATION DESCRIPTION
 AC8492
 AC8492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8492'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 358 AND NILE
 AC8492'DRIVE, IN TOP OF AND 1.3 M (4.3 FT) NORTHEAST OF THE SOUTHWEST END OF
 AC8492'THE NORTHWESTWEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE
 AC8492'DRIVE, 43.6 M (143.0 FT) NORTHWEST OF THE DRIVE CENTER, AND 7.9 M
 AC8492'(25.9 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND
 AC8492'LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6983 ***********************************************************************
 AE6983  DESIGNATION -  B 1521
 AE6983  PID         -  AE6983
 AE6983  STATE/COUNTY-  TX/ANDERSON
 AE6983  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 AE6983
 AE6983                         *CURRENT SURVEY CONTROL
 AE6983  ___________________________________________________________________
 AE6983* NAD 83(1986)-  31 47 13.     (N)    095 40 18.     (W)     SCALED    
 AE6983* NAVD 88     -       152.877  (meters)     501.56   (feet)  ADJUSTED  
 AE6983  ___________________________________________________________________
 AE6983  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AE6983  DYNAMIC HT  -         152.692 (meters)     500.96  (feet)  COMP
 AE6983  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 AE6983
 AE6983  VERT ORDER  -  FIRST     CLASS II
 AE6983
 AE6983.The horizontal coordinates were scaled from a topographic map and have
 AE6983.an estimated accuracy of +/- 6 seconds.
 AE6983
 AE6983.The orthometric height was determined by differential leveling
 AE6983.and adjusted by the National Geodetic Survey in July 2002..
 AE6983
 AE6983.The geoid height was determined by GEOID03.
 AE6983
 AE6983.The dynamic height is computed by dividing the NAVD 88
 AE6983.geopotential number by the normal gravity value computed on the
 AE6983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6983.degrees latitude (g = 980.6199 gals.).
 AE6983
 AE6983.The modeled gravity was interpolated from observed gravity values.
 AE6983
 AE6983;                    North         East    Units  Estimated Accuracy
 AE6983;SPC TX C     - 3,244,300.    1,141,370.      MT  (+/- 180 meters Scaled)
 AE6983
 AE6983                          SUPERSEDED SURVEY CONTROL
 AE6983
 AE6983.No superseded survey control is available for this station.
 AE6983
 AE6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR470199(NAD 83)
 AE6983_MARKER: I = METAL ROD
 AE6983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6983_STAMPING: B 1521 1997
 AE6983_MARK LOGO: NGS   
 AE6983_PROJECTION: FLUSH
 AE6983_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6983+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6983_ROD/PIPE-DEPTH: 5.5  meters
 AE6983_SLEEVE-DEPTH  : 0.9 meters
 AE6983
 AE6983  HISTORY     - Date     Condition        Report By
 AE6983  HISTORY     - 1997     MONUMENTED       NGS
 AE6983  HISTORY     - 20020824 GOOD             USPSQD
 AE6983
 AE6983                          STATION DESCRIPTION
 AE6983
 AE6983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6983'3.6 KM (2.25 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 287 FROM THE
 AE6983'JUNCTION OF U.S.  HIGHWAY 79 IN PALESTINE, 70.4 M (231.0 FT) NORTHWEST
 AE6983'OF THE CENTER OF A DRIVEWAY, 25.5 M (83.7 FT) SOUTHWEST OF THE
 AE6983'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 10.0 M (32.8 FT)
 AE6983'SOUTHWEST OF THE NORTHWEST CORNER OF A CULVERT UNDER THE HIGHWAY, 5.2
 AE6983'M (17.1 FT) NORTHWEST OF UTILITY POLE NUMBER 3448 801 2626, 0.4 M (1.3
 AE6983'FT) NORTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 AE6983'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AE6983'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE6983'FOR A CLASS A MARK.
 AE6983
 AE6983                          STATION RECOVERY (2002)
 AE6983
 AE6983'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 AE6983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0134 ***********************************************************************
 CS0134  DESIGNATION -  B 153
 CS0134  PID         -  CS0134
 CS0134  STATE/COUNTY-  TX/HUNT
 CS0134  USGS QUAD   -  POETRY (1980)
 CS0134
 CS0134                         *CURRENT SURVEY CONTROL
 CS0134  ___________________________________________________________________
 CS0134* NAD 83(1986)-  32 50 56.     (N)    096 11 06.     (W)     SCALED    
 CS0134* NAVD 88     -       149.241  (meters)     489.63   (feet)  ADJUSTED  
 CS0134  ___________________________________________________________________
 CS0134  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0134  DYNAMIC HT  -         149.077 (meters)     489.10  (feet)  COMP
 CS0134  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 CS0134
 CS0134  VERT ORDER  -  SECOND    CLASS 0
 CS0134
 CS0134.The horizontal coordinates were scaled from a topographic map and have
 CS0134.an estimated accuracy of +/- 6 seconds.
 CS0134
 CS0134.The orthometric height was determined by differential leveling
 CS0134.and adjusted by the National Geodetic Survey in June 1991..
 CS0134.WARNING-Repeat measurements at this control monument indicate possible
 CS0134.vertical movement.
 CS0134
 CS0134.The geoid height was determined by GEOID03.
 CS0134
 CS0134.The dynamic height is computed by dividing the NAVD 88
 CS0134.geopotential number by the normal gravity value computed on the
 CS0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0134.degrees latitude (g = 980.6199 gals.).
 CS0134
 CS0134.The modeled gravity was interpolated from observed gravity values.
 CS0134
 CS0134;                    North         East    Units  Estimated Accuracy
 CS0134;SPC TXNC     - 2,133,480.      816,670.      MT  (+/- 180 meters Scaled)
 CS0134
 CS0134                          SUPERSEDED SURVEY CONTROL
 CS0134
 CS0134  NGVD 29 (??/??/92)  149.245  (m)          489.65   (f) ADJ UNCH    2 0
 CS0134
 CS0134.Superseded values are not recommended for survey control.
 CS0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0134.See file dsdata.txt to determine how the superseded data were derived.
 CS0134
 CS0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB634380(NAD 83)
 CS0134_MARKER: DB = BENCH MARK DISK
 CS0134_SETTING: 0 = UNSPECIFIED SETTING
 CS0134_STAMPING: B 153 1933
 CS0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0134
 CS0134  HISTORY     - Date     Condition        Report By
 CS0134  HISTORY     - 1933     MONUMENTED       CGS
 CS0134  HISTORY     - 1975     GOOD             USGS
 CS0134  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0134
 CS0134                          STATION DESCRIPTION
 CS0134
 CS0134'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 CS0134'9.4 MI N FROM TERRELL.
 CS0134'E. EDGE OF QUINLAN, TEXAS, HWY. INT. TEXAS 34 AND 276.  THENCE S.
 CS0134'ALONG HWY. 34 FOR 5.9 MI. TO RD. NW (ON S. EDGE OF HWY. REST STOP)
 CS0134'THENCE RIGHT NW ALONG GRADED DIRT ROAD FOR 1.26 MI. TO TRACK RD. SW
 CS0134'(ON TOP OF OLD RR GRADE) AND BM SITE.  342 FT. SW AND 70 FT. NW OF RD.
 CS0134'INT. PROJECTING ABOUT 0.5 FT.
 CS0134
 CS0134                          STATION RECOVERY (1994)
 CS0134
 CS0134'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0524 ***********************************************************************
 DM0524  DESIGNATION -  B 154
 DM0524  PID         -  DM0524
 DM0524  STATE/COUNTY-  TX/DELTA
 DM0524  USGS QUAD   -  COOPER SOUTH (1964)
 DM0524
 DM0524                         *CURRENT SURVEY CONTROL
 DM0524  ___________________________________________________________________
 DM0524* NAD 83(1986)-  33 20 59.     (N)    095 43 24.     (W)     SCALED    
 DM0524* NAVD 88     -       141.896  (meters)     465.54   (feet)  ADJUSTED  
 DM0524  ___________________________________________________________________
 DM0524  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DM0524  DYNAMIC HT  -         141.746 (meters)     465.05  (feet)  COMP
 DM0524  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 DM0524
 DM0524  VERT ORDER  -  SECOND    CLASS 0
 DM0524
 DM0524.The horizontal coordinates were scaled from a topographic map and have
 DM0524.an estimated accuracy of +/- 6 seconds.
 DM0524
 DM0524.The orthometric height was determined by differential leveling
 DM0524.and adjusted by the National Geodetic Survey in June 1991..
 DM0524
 DM0524.The geoid height was determined by GEOID03.
 DM0524
 DM0524.The dynamic height is computed by dividing the NAVD 88
 DM0524.geopotential number by the normal gravity value computed on the
 DM0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0524.degrees latitude (g = 980.6199 gals.).
 DM0524
 DM0524.The modeled gravity was interpolated from observed gravity values.
 DM0524
 DM0524;                    North         East    Units  Estimated Accuracy
 DM0524;SPC TXNC     - 2,190,050.      858,400.      MT  (+/- 180 meters Scaled)
 DM0524
 DM0524                          SUPERSEDED SURVEY CONTROL
 DM0524
 DM0524  NGVD 29 (??/??/92)  141.882  (m)          465.49   (f) ADJ UNCH    2 0
 DM0524
 DM0524.Superseded values are not recommended for survey control.
 DM0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0524.See file dsdata.txt to determine how the superseded data were derived.
 DM0524
 DM0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS465933(NAD 83)
 DM0524_MARKER: DB = BENCH MARK DISK
 DM0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0524_STAMPING: B 154 1933
 DM0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0524+STABILITY: SURFACE MOTION
 DM0524
 DM0524  HISTORY     - Date     Condition        Report By
 DM0524  HISTORY     - 1933     MONUMENTED       CGS
 DM0524  HISTORY     - 1935     GOOD             NGS
 DM0524  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 DM0524
 DM0524                          STATION DESCRIPTION
 DM0524
 DM0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0524'2.1 MI SW FROM COOPER.
 DM0524'2.1 MILES SOUTHWEST OF, ALONG T. AND N.O. RY.  CONCRETE POST, 2.6
 DM0524'MILES EAST OF KLONDIKE, 275 FEET SOUTHWEST OF MILEPOST 100, AT EAST
 DM0524'END OF HIGHWAY TANGENT WHICH PARALLELES RAILROAD, 55 FEET SOUTH OF
 DM0524'RAILROAD CENTER-LINE, 40 FEET NORTH OF HIGHWAY CENTER-LINE.  TABLET ON
 DM0524'TOP OF CONCRETE POST.
 DM0524
 DM0524                          STATION RECOVERY (1935)
 DM0524
 DM0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0524'RECOVERED IN GOOD CONDITION.
 DM0524
 DM0524                          STATION RECOVERY (1995)
 DM0524
 DM0524'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0398 ***********************************************************************
 DM0398  DESIGNATION -  B 155
 DM0398  PID         -  DM0398
 DM0398  STATE/COUNTY-  TX/LAMAR
 DM0398  USGS QUAD   -  PARIS (1984)
 DM0398
 DM0398                         *CURRENT SURVEY CONTROL
 DM0398  ___________________________________________________________________
 DM0398* NAD 83(1986)-  33 38 13.     (N)    095 30 06.     (W)     SCALED    
 DM0398* NAVD 88     -       152.624  (meters)     500.73   (feet)  ADJUSTED  
 DM0398  ___________________________________________________________________
 DM0398  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM0398  DYNAMIC HT  -         152.464 (meters)     500.21  (feet)  COMP
 DM0398  MODELED GRAV-     979,587.8   (mgal)                       NAVD 88
 DM0398
 DM0398  VERT ORDER  -  SECOND    CLASS 0
 DM0398
 DM0398.The horizontal coordinates were scaled from a topographic map and have
 DM0398.an estimated accuracy of +/- 6 seconds.
 DM0398
 DM0398.The orthometric height was determined by differential leveling
 DM0398.and adjusted by the National Geodetic Survey in June 1991..
 DM0398
 DM0398.The geoid height was determined by GEOID03.
 DM0398
 DM0398.The dynamic height is computed by dividing the NAVD 88
 DM0398.geopotential number by the normal gravity value computed on the
 DM0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0398.degrees latitude (g = 980.6199 gals.).
 DM0398
 DM0398.The modeled gravity was interpolated from observed gravity values.
 DM0398
 DM0398;                    North         East    Units  Estimated Accuracy
 DM0398;SPC TXNC     - 2,222,460.      878,120.      MT  (+/- 180 meters Scaled)
 DM0398
 DM0398                          SUPERSEDED SURVEY CONTROL
 DM0398
 DM0398  NGVD 29 (??/??/92)  152.611  (m)          500.69   (f) ADJ UNCH    2 0
 DM0398
 DM0398.Superseded values are not recommended for survey control.
 DM0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0398.See file dsdata.txt to determine how the superseded data were derived.
 DM0398
 DM0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT679247(NAD 83)
 DM0398_MARKER: DB = BENCH MARK DISK
 DM0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0398_STAMPING: B 155 1933
 DM0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0398+STABILITY: SURFACE MOTION
 DM0398
 DM0398  HISTORY     - Date     Condition        Report By
 DM0398  HISTORY     - 1933     MONUMENTED       CGS
 DM0398  HISTORY     - 1965     GOOD             NGS
 DM0398  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0398
 DM0398                          STATION DESCRIPTION
 DM0398
 DM0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0398'3.2 MI E FROM PARIS.
 DM0398'3.2 MILES EAST OF, ALONG PARIS MT. PLEASANT RY.  AT HANAHS CROSSING.
 DM0398'51 YARDS WEST OF RAILWAY BRIDGE NO. 4.  2 FEET NORTH OF FENCE INSIDE
 DM0398'OF RAILWAY RIGHT-OF-WAY.  48 FEET SOUTH OF TRACK CENTER LINE.  TABLET
 DM0398'SET IN TOP OF CONCRETE POST.  NOTE-- THE RAILROAD GRADE HAS BEEN
 DM0398'ABANDONED AND THE TRACK REMOVED.
 DM0398
 DM0398                          STATION RECOVERY (1965)
 DM0398
 DM0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DM0398'RECOVERED IN GOOD CONDITION.
 DM0398
 DM0398                          STATION RECOVERY (1995)
 DM0398
 DM0398'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0464 ***********************************************************************
 DM0464  DESIGNATION -  B 156
 DM0464  PID         -  DM0464
 DM0464  STATE/COUNTY-  TX/TITUS
 DM0464  USGS QUAD   -  TALCO (1964)
 DM0464
 DM0464                         *CURRENT SURVEY CONTROL
 DM0464  ___________________________________________________________________
 DM0464* NAD 83(1986)-  33 16 29.     (N)    095 02 24.     (W)     SCALED    
 DM0464* NAVD 88     -       112.942  (meters)     370.54   (feet)  ADJUSTED  
 DM0464  ___________________________________________________________________
 DM0464  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DM0464  DYNAMIC HT  -         112.820 (meters)     370.14  (feet)  COMP
 DM0464  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 DM0464
 DM0464  VERT ORDER  -  SECOND    CLASS 0
 DM0464
 DM0464.The horizontal coordinates were scaled from a topographic map and have
 DM0464.an estimated accuracy of +/- 6 seconds.
 DM0464
 DM0464.The orthometric height was determined by differential leveling
 DM0464.and adjusted by the National Geodetic Survey in June 1991..
 DM0464
 DM0464.The geoid height was determined by GEOID03.
 DM0464
 DM0464.The dynamic height is computed by dividing the NAVD 88
 DM0464.geopotential number by the normal gravity value computed on the
 DM0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0464.degrees latitude (g = 980.6199 gals.).
 DM0464
 DM0464.The modeled gravity was interpolated from observed gravity values.
 DM0464
 DM0464;                    North         East    Units  Estimated Accuracy
 DM0464;SPC TXNC     - 2,183,630.      922,250.      MT  (+/- 180 meters Scaled)
 DM0464
 DM0464                          SUPERSEDED SURVEY CONTROL
 DM0464
 DM0464  NGVD 29 (??/??/92)  112.947  (m)          370.56   (f) ADJ UNCH    2 0
 DM0464
 DM0464.Superseded values are not recommended for survey control.
 DM0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0464.See file dsdata.txt to determine how the superseded data were derived.
 DM0464
 DM0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS100836(NAD 83)
 DM0464_MARKER: DB = BENCH MARK DISK
 DM0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0464_STAMPING: B 156 1933
 DM0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0464+STABILITY: SURFACE MOTION
 DM0464
 DM0464  HISTORY     - Date     Condition        Report By
 DM0464  HISTORY     - 1933     MONUMENTED       CGS
 DM0464  HISTORY     - 1935     GOOD             NGS
 DM0464
 DM0464                          STATION DESCRIPTION
 DM0464
 DM0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0464'9.7 MI NW FROM MT PLEASANT.
 DM0464'9.7 MILES NORTHWEST OF, ALONG P. AND M.P.RY.  CONCRETE POST, 1.5 MILES
 DM0464'NORTHWEST OF RIPLEY SIDING, MILE 41.15, ON SITE OF ABANDONED JOHN
 DM0464'WHITE SAWMILL AND SWITCH, 50 FEET WEST OF RAILROAD CENTER-LINE, 21
 DM0464'FEET NORTHEAST OF BLAZED OAK TREE, 20 FEET WEST OF SHOULDER OF CUT.
 DM0464'TABLET ON TOP OF CONCRETE POST.
 DM0464
 DM0464                          STATION RECOVERY (1935)
 DM0464
 DM0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0298 ***********************************************************************
 DM0298  DESIGNATION -  B 157
 DM0298  PID         -  DM0298
 DM0298  STATE/COUNTY-  TX/MORRIS
 DM0298  USGS QUAD   -  NAPLES (1980)
 DM0298
 DM0298                         *CURRENT SURVEY CONTROL
 DM0298  ___________________________________________________________________
 DM0298* NAD 83(1986)-  33 10 56.     (N)    094 44 31.     (W)     SCALED    
 DM0298* NAVD 88     -       124.986  (meters)     410.06   (feet)  ADJUSTED  
 DM0298  ___________________________________________________________________
 DM0298  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0298  DYNAMIC HT  -         124.850 (meters)     409.61  (feet)  COMP
 DM0298  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 DM0298
 DM0298  VERT ORDER  -  SECOND    CLASS 0
 DM0298
 DM0298.The horizontal coordinates were scaled from a topographic map and have
 DM0298.an estimated accuracy of +/- 6 seconds.
 DM0298
 DM0298.The orthometric height was determined by differential leveling
 DM0298.and adjusted by the National Geodetic Survey in June 1991..
 DM0298
 DM0298.The geoid height was determined by GEOID03.
 DM0298
 DM0298.The dynamic height is computed by dividing the NAVD 88
 DM0298.geopotential number by the normal gravity value computed on the
 DM0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0298.degrees latitude (g = 980.6199 gals.).
 DM0298
 DM0298.The modeled gravity was interpolated from observed gravity values.
 DM0298
 DM0298;                    North         East    Units  Estimated Accuracy
 DM0298;SPC TXNC     - 2,174,330.      950,360.      MT  (+/- 180 meters Scaled)
 DM0298
 DM0298                          SUPERSEDED SURVEY CONTROL
 DM0298
 DM0298  NGVD 29 (??/??/92)  124.990  (m)          410.07   (f) ADJ UNCH    2 0
 DM0298
 DM0298.Superseded values are not recommended for survey control.
 DM0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0298.See file dsdata.txt to determine how the superseded data were derived.
 DM0298
 DM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS376728(NAD 83)
 DM0298_MARKER: DB = BENCH MARK DISK
 DM0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0298_SP_SET: BUILDING
 DM0298_STAMPING: B 157 1933
 DM0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0298
 DM0298  HISTORY     - Date     Condition        Report By
 DM0298  HISTORY     - 1933     MONUMENTED       CGS
 DM0298  HISTORY     - 1964     GOOD             NGS
 DM0298
 DM0298                          STATION DESCRIPTION
 DM0298
 DM0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0298'IN OMAHA.
 DM0298'OMAHA SCHOOL GROUNDS, ON TOP OF SOUTHWEST CORNER OF SOUTHWESTERLY
 DM0298'CONCRETE PEDESTAL TO WATER TOWER, 100 FEET SOUTHEAST OF SCHOOL
 DM0298'BUILDING.  TABLET CEMENTED IN CONCRETE.
 DM0298
 DM0298                          STATION RECOVERY (1964)
 DM0298
 DM0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DM0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0208 ***********************************************************************
 DM0208  DESIGNATION -  B 158
 DM0208  PID         -  DM0208
 DM0208  STATE/COUNTY-  TX/BOWIE
 DM0208  USGS QUAD   -  DOMINO (1975)
 DM0208
 DM0208                         *CURRENT SURVEY CONTROL
 DM0208  ___________________________________________________________________
 DM0208* NAD 83(1986)-  33 21 21.     (N)    094 03 38.     (W)     SCALED    
 DM0208* NAVD 88     -        87.449  (meters)     286.91   (feet)  ADJUSTED  
 DM0208  ___________________________________________________________________
 DM0208  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DM0208  DYNAMIC HT  -          87.356 (meters)     286.60  (feet)  COMP
 DM0208  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DM0208
 DM0208  VERT ORDER  -  SECOND    CLASS 0
 DM0208
 DM0208.The horizontal coordinates were scaled from a topographic map and have
 DM0208.an estimated accuracy of +/- 6 seconds.
 DM0208
 DM0208.The orthometric height was determined by differential leveling
 DM0208.and adjusted by the National Geodetic Survey in June 1991..
 DM0208
 DM0208.The geoid height was determined by GEOID03.
 DM0208
 DM0208.The dynamic height is computed by dividing the NAVD 88
 DM0208.geopotential number by the normal gravity value computed on the
 DM0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0208.degrees latitude (g = 980.6199 gals.).
 DM0208
 DM0208.The modeled gravity was interpolated from observed gravity values.
 DM0208
 DM0208;                    North         East    Units  Estimated Accuracy
 DM0208;SPC TXNC     - 2,196,040.    1,013,040.      MT  (+/- 180 meters Scaled)
 DM0208
 DM0208                          SUPERSEDED SURVEY CONTROL
 DM0208
 DM0208  NGVD 29 (??/??/92)   87.475  (m)          286.99   (f) ADJ UNCH    2 0
 DM0208
 DM0208.Superseded values are not recommended for survey control.
 DM0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0208.See file dsdata.txt to determine how the superseded data were derived.
 DM0208
 DM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS013912(NAD 83)
 DM0208_MARKER: DB = BENCH MARK DISK
 DM0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0208_STAMPING: B 158 1933
 DM0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0208+STABILITY: SURFACE MOTION
 DM0208
 DM0208  HISTORY     - Date     Condition        Report By
 DM0208  HISTORY     - 1933     MONUMENTED       CGS
 DM0208  HISTORY     - 1934     GOOD             NGS
 DM0208  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 DM0208
 DM0208                          STATION DESCRIPTION
 DM0208
 DM0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0208'4.8 MI S FROM TEXARKANA.
 DM0208'ABOUT 4.8 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 DM0208'STATION AT TEXARKANA, BOWIE COUNTY, BETWEEN THE SEVENTH AND EIGHTH
 DM0208'POLES NORTH OF MILEPOST 5, ABOUT 5-1/2 RAILS NORTH OF SIGNAL TOWER
 DM0208'4.9, AT THE SOUTHWEST CORNER OF A ROAD CROSSING, 48 FEET WEST OF THE
 DM0208'CENTER LINE OF THE TRACK, 24 FEET SOUTH OF THE CENTER LINE OF THE
 DM0208'ROAD, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 DM0208'STAMPED B 158 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DM0208
 DM0208                          STATION RECOVERY (1975)
 DM0208
 DM0208'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 DM0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0315 ***********************************************************************
 CC0315  DESIGNATION -  B 16
 CC0315  PID         -  CC0315
 CC0315  STATE/COUNTY-  TX/WARD
 CC0315  USGS QUAD   -  QUITO DRAW (1981)
 CC0315
 CC0315                         *CURRENT SURVEY CONTROL
 CC0315  ___________________________________________________________________
 CC0315* NAD 83(1986)-  31 28 37.     (N)    103 19 25.     (W)     SCALED    
 CC0315* NAVD 88     -       809.674  (meters)    2656.41   (feet)  POSTED    
 CC0315  ___________________________________________________________________
 CC0315  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CC0315  DYNAMIC HT  -         808.500 (meters)    2652.55  (feet)  COMP
 CC0315  MODELED GRAV-     979,161.1   (mgal)                       NAVD 88
 CC0315
 CC0315  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0315
 CC0315.The horizontal coordinates were scaled from a topographic map and have
 CC0315.an estimated accuracy of +/- 6 seconds.
 CC0315
 CC0315.The orthometric height was determined by differential leveling
 CC0315.and adjusted by the National Geodetic Survey in 1992..
 CC0315.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0315.rate of 0.0 thru 1.0 mm/km.
 CC0315
 CC0315.The geoid height was determined by GEOID03.
 CC0315
 CC0315.The dynamic height is computed by dividing the NAVD 88
 CC0315.geopotential number by the normal gravity value computed on the
 CC0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0315.degrees latitude (g = 980.6199 gals.).
 CC0315
 CC0315.The modeled gravity was interpolated from observed gravity values.
 CC0315
 CC0315;                    North         East    Units  Estimated Accuracy
 CC0315;SPC TX C     - 3,204,500.      415,910.      MT  (+/- 180 meters Scaled)
 CC0315
 CC0315                          SUPERSEDED SURVEY CONTROL
 CC0315
 CC0315.No superseded survey control is available for this station.
 CC0315
 CC0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ592836(NAD 83)
 CC0315_MARKER: Z = SEE DESCRIPTION
 CC0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0315_SP_SET: ABUTMENT
 CC0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0315
 CC0315  HISTORY     - Date     Condition        Report By
 CC0315  HISTORY     - UNK      MONUMENTED       CGS
 CC0315  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0315
 CC0315                          STATION DESCRIPTION
 CC0315
 CC0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0315'2.3 MI W FROM QUITO.
 CC0315'2.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM QUITO, AT
 CC0315'BRIDGE 636 A, ON THE TOP OF THE WEST ABUTMENT, 4 FEET SOUTH OF THE
 CC0315'NORTH END OF THE ABUTMENT, 8 INCHES FROM THE EAST EDGE OF THE STONE
 CC0315'COPING, 5 FEET FROM THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET
 CC0315'LOWER THAN THE RAIL.  THE BOTTOM OF A SQUARE HOLE.  NOTE-- BRIDGE WAS
 CC0315'REFACED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1123 ***********************************************************************
 AE1123  DESIGNATION -  B 16   27
 AE1123  PID         -  AE1123
 AE1123  STATE/COUNTY-  TX/ZAPATA
 AE1123  USGS QUAD   -  BECKWITH ARM (1980)
 AE1123
 AE1123                         *CURRENT SURVEY CONTROL
 AE1123  ___________________________________________________________________
 AE1123* NAD 83(1986)-  26 41 25.     (N)    099 09 27.     (W)     SCALED    
 AE1123* NAVD 88     -        78.953  (meters)     259.03   (feet)  ADJUSTED  
 AE1123  ___________________________________________________________________
 AE1123  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AE1123  DYNAMIC HT  -          78.825 (meters)     258.61  (feet)  COMP
 AE1123  MODELED GRAV-     979,024.9   (mgal)                       NAVD 88
 AE1123
 AE1123  VERT ORDER  -  FIRST     CLASS II
 AE1123
 AE1123.The horizontal coordinates were scaled from a topographic map and have
 AE1123.an estimated accuracy of +/- 6 seconds.
 AE1123
 AE1123.The orthometric height was determined by differential leveling
 AE1123.and adjusted by the National Geodetic Survey in June 1991..
 AE1123
 AE1123.The geoid height was determined by GEOID03.
 AE1123
 AE1123.The dynamic height is computed by dividing the NAVD 88
 AE1123.geopotential number by the normal gravity value computed on the
 AE1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1123.degrees latitude (g = 980.6199 gals.).
 AE1123
 AE1123.The modeled gravity was interpolated from observed gravity values.
 AE1123
 AE1123;                    North         East    Units  Estimated Accuracy
 AE1123;SPC TX S     - 5,113,580.      234,570.      MT  (+/- 180 meters Scaled)
 AE1123
 AE1123                          SUPERSEDED SURVEY CONTROL
 AE1123
 AE1123  NGVD 29 (??/??/92)   79.01   (m)          259.2    (f) COMPUTED    1 2
 AE1123
 AE1123.Superseded values are not recommended for survey control.
 AE1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1123.See file dsdata.txt to determine how the superseded data were derived.
 AE1123
 AE1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ843521(NAD 83)
 AE1123_MARKER: DD = SURVEY DISK
 AE1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1123_STAMPING: B-16-27 258.77 FALCON QUAD
 AE1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1123+STABILITY: SURFACE MOTION
 AE1123
 AE1123  HISTORY     - Date     Condition        Report By
 AE1123  HISTORY     - UNK      MONUMENTED       DOD
 AE1123  HISTORY     - 1956     GOOD             NGS
 AE1123  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1123
 AE1123                          STATION DESCRIPTION
 AE1123
 AE1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1123'4.1 MI W FROM LOPENO.
 AE1123'0.5 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1123'THENCE 3.6 MILES SOUTHWEST ALONG A PRIVATE ROAD, 1.8 MILES SOUTHWEST
 AE1123'OF A LOPENO GAS COMPANY SUB STATION, 19 FEET SOUTHEAST OF THE CENTER
 AE1123'LINE OF A PRIVATE ROAD, 1 FOOT NORTHWEST OF A FENCE, 2 FEET NORTHEAST
 AE1123'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS0.2
 AE1123'FOOT ABOVE THE GROUND.
 AE1123
 AE1123                          STATION RECOVERY (1965)
 AE1123
 AE1123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0274 ***********************************************************************
 CR0274  DESIGNATION -  B 160
 CR0274  PID         -  CR0274
 CR0274  STATE/COUNTY-  TX/HARRISON
 CR0274  USGS QUAD   -  LONGVIEW HEIGHTS (1978)
 CR0274
 CR0274                         *CURRENT SURVEY CONTROL
 CR0274  ___________________________________________________________________
 CR0274* NAD 83(1986)-  32 30 10.     (N)    094 41 39.     (W)     SCALED    
 CR0274* NAVD 88     -       107.388  (meters)     352.32   (feet)  ADJUSTED  
 CR0274  ___________________________________________________________________
 CR0274  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR0274  DYNAMIC HT  -         107.265 (meters)     351.92  (feet)  COMP
 CR0274  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CR0274
 CR0274  VERT ORDER  -  SECOND    CLASS 0
 CR0274
 CR0274.The horizontal coordinates were scaled from a topographic map and have
 CR0274.an estimated accuracy of +/- 6 seconds.
 CR0274
 CR0274.The orthometric height was determined by differential leveling
 CR0274.and adjusted by the National Geodetic Survey in June 1991..
 CR0274
 CR0274.The geoid height was determined by GEOID03.
 CR0274
 CR0274.The dynamic height is computed by dividing the NAVD 88
 CR0274.geopotential number by the normal gravity value computed on the
 CR0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0274.degrees latitude (g = 980.6199 gals.).
 CR0274
 CR0274.The modeled gravity was interpolated from observed gravity values.
 CR0274
 CR0274;                    North         East    Units  Estimated Accuracy
 CR0274;SPC TXNC     - 2,099,190.      957,540.      MT  (+/- 180 meters Scaled)
 CR0274
 CR0274                          SUPERSEDED SURVEY CONTROL
 CR0274
 CR0274  NGVD 29 (??/??/92)  107.418  (m)          352.42   (f) ADJ UNCH    2 0
 CR0274
 CR0274.Superseded values are not recommended for survey control.
 CR0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0274.See file dsdata.txt to determine how the superseded data were derived.
 CR0274
 CR0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR408974(NAD 83)
 CR0274_MARKER: DB = BENCH MARK DISK
 CR0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0274_STAMPING: B 160 1934
 CR0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0274+STABILITY: SURFACE MOTION
 CR0274
 CR0274  HISTORY     - Date     Condition        Report By
 CR0274  HISTORY     - 1934     MONUMENTED       CGS
 CR0274  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 CR0274
 CR0274                          STATION DESCRIPTION
 CR0274
 CR0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0274'2.2 MI E FROM LONGVIEW.
 CR0274'2.2 MILES EAST OF LONGVIEW JUNCTION, ALONG TEXAS AND PACIFIC R.R.
 CR0274'OPPOSITE 17TH TELEGRAPH POST WEST OF MILEPOST 87.  8 YARDS EAST OF
 CR0274'PRIVATE DIRT CROSSING TRACK.  48 FEET NORTH OF TRACK C.L.  2 FEET
 CR0274'INSIDE RIGHT OF WAY FENCE.  TABLET SET IN TOP OF CONCRETE POST. NOTE--
 CR0274'RR TRACK MOVED 300 IN. SOUTH BM IS UNDER JUNKYARD.
 CR0274
 CR0274                          STATION RECOVERY (1972)
 CR0274
 CR0274'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CR0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0451 ***********************************************************************
 CR0451  DESIGNATION -  B 161
 CR0451  PID         -  CR0451
 CR0451  STATE/COUNTY-  TX/SMITH
 CR0451  USGS QUAD   -  TROUP EAST (1973)
 CR0451
 CR0451                         *CURRENT SURVEY CONTROL
 CR0451  ___________________________________________________________________
 CR0451* NAD 83(1986)-  32 13 26.     (N)    095 03 46.     (W)     SCALED    
 CR0451* NAVD 88     -       150.487  (meters)     493.72   (feet)  ADJUSTED  
 CR0451  ___________________________________________________________________
 CR0451  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0451  DYNAMIC HT  -         150.310 (meters)     493.14  (feet)  COMP
 CR0451  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 CR0451
 CR0451  VERT ORDER  -  SECOND    CLASS 0
 CR0451
 CR0451.The horizontal coordinates were scaled from a topographic map and have
 CR0451.an estimated accuracy of +/- 6 seconds.
 CR0451
 CR0451.The orthometric height was determined by differential leveling
 CR0451.and adjusted by the National Geodetic Survey in June 1991..
 CR0451
 CR0451.The geoid height was determined by GEOID03.
 CR0451
 CR0451.The dynamic height is computed by dividing the NAVD 88
 CR0451.geopotential number by the normal gravity value computed on the
 CR0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0451.degrees latitude (g = 980.6199 gals.).
 CR0451
 CR0451.The modeled gravity was interpolated from observed gravity values.
 CR0451
 CR0451;                    North         East    Units  Estimated Accuracy
 CR0451;SPC TXNC     - 2,067,090.      923,940.      MT  (+/- 180 meters Scaled)
 CR0451
 CR0451                          SUPERSEDED SURVEY CONTROL
 CR0451
 CR0451  NGVD 29 (??/??/92)  150.503  (m)          493.78   (f) ADJ UNCH    2 0
 CR0451
 CR0451.Superseded values are not recommended for survey control.
 CR0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0451.See file dsdata.txt to determine how the superseded data were derived.
 CR0451
 CR0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR056671(NAD 83)
 CR0451_MARKER: DB = BENCH MARK DISK
 CR0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0451_STAMPING: B-161 1934
 CR0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0451+STABILITY: SURFACE MOTION
 CR0451
 CR0451  HISTORY     - Date     Condition        Report By
 CR0451  HISTORY     - 1934     MONUMENTED       CGS
 CR0451  HISTORY     - 1972     MARK NOT FOUND   USGS
 CR0451  HISTORY     - 19910420 GOOD             USPSQD
 CR0451
 CR0451                          STATION DESCRIPTION
 CR0451
 CR0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0451'7.0 MI NE FROM TROUP.
 CR0451'7.0 MILES NORTHEAST OF, ALONG I. AND G.N.R.R. IN THE TOWN OF ARP,
 CR0451'SOUTHEAST CORNER OF THE CENTRAL BAPTIST CHURCH YARD, .2 MILES WEST OF
 CR0451'STATION, 140 FEET WEST OF SIGNAL LIGHTS 524 AND 525, 140 FEET
 CR0451'NORTHWEST OF STATE HIGHWAY NO.135, 90 FEET NORTHWEST OF THE MAIN LINE
 CR0451'TRACK, 10 FEET NORTHWEST OF SOUTHEAST CORNER OF CHURCH PROPERITY AND
 CR0451'1/2 FOOT INSIDE SAID PROPERITY.  TABLET SET IN A PRECASTED POST
 CR0451'STAMPED, B-161, 1934.
 CR0451
 CR0451                          STATION RECOVERY (1972)
 CR0451
 CR0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CR0451'MARK NOT FOUND.
 CR0451
 CR0451                          STATION RECOVERY (1991)
 CR0451
 CR0451'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 CR0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1347 ***********************************************************************
 BY1347  DESIGNATION -  B 162
 BY1347  PID         -  BY1347
 BY1347  STATE/COUNTY-  TX/CHEROKEE
 BY1347  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1347
 BY1347                         *CURRENT SURVEY CONTROL
 BY1347  ___________________________________________________________________
 BY1347* NAD 83(1986)-  31 58 30.     (N)    095 19 06.     (W)     SCALED    
 BY1347* NAVD 88     -       145.116  (meters)     476.10   (feet)  ADJUSTED  
 BY1347  ___________________________________________________________________
 BY1347  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BY1347  DYNAMIC HT  -         144.941 (meters)     475.53  (feet)  COMP
 BY1347  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 BY1347
 BY1347  VERT ORDER  -  SECOND    CLASS 0
 BY1347
 BY1347.The horizontal coordinates were scaled from a topographic map and have
 BY1347.an estimated accuracy of +/- 6 seconds.
 BY1347
 BY1347.The orthometric height was determined by differential leveling
 BY1347.and adjusted by the National Geodetic Survey in June 1991..
 BY1347
 BY1347.The geoid height was determined by GEOID03.
 BY1347
 BY1347.The dynamic height is computed by dividing the NAVD 88
 BY1347.geopotential number by the normal gravity value computed on the
 BY1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1347.degrees latitude (g = 980.6199 gals.).
 BY1347
 BY1347.The modeled gravity was interpolated from observed gravity values.
 BY1347
 BY1347;                    North         East    Units  Estimated Accuracy
 BY1347;SPC TX C     - 3,266,590.    1,173,860.      MT  (+/- 180 meters Scaled)
 BY1347
 BY1347                          SUPERSEDED SURVEY CONTROL
 BY1347
 BY1347  NGVD 29 (??/??/92)  145.149  (m)          476.21   (f) ADJ UNCH    2 0
 BY1347
 BY1347.Superseded values are not recommended for survey control.
 BY1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1347.See file dsdata.txt to determine how the superseded data were derived.
 BY1347
 BY1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR809400(NAD 83)
 BY1347_MARKER: DB = BENCH MARK DISK
 BY1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1347_STAMPING: B-162 1934
 BY1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1347+STABILITY: SURFACE MOTION
 BY1347
 BY1347  HISTORY     - Date     Condition        Report By
 BY1347  HISTORY     - 1934     MONUMENTED       CGS
 BY1347  HISTORY     - 1942     GOOD             NGS
 BY1347  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1347  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 BY1347  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1347
 BY1347                          STATION DESCRIPTION
 BY1347
 BY1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1347'2.8 MI NW FROM JACKSONVILLE.
 BY1347'2.8 MILES NORTHWEST OF, ALONG T. AND N.O.R.R. .40 MILES NORTHWEST OF
 BY1347'MILE POST 204, 525 FEET SOUTHEAST OF CULVERT MARKED 204 A, 35 FEET
 BY1347'SOUTHWEST OF THE TRACK, 12 FEET EAST OF THE CORNER POST AT THE
 BY1347'INTERSECTION OF THE RAILROAD RIGHT OF WAY FENCE AND THE RIGHT OF WAY
 BY1347'FENCE OF A ROAD CROSSING THE TRACKS AT THIS POINT. TABLET SET IN
 BY1347'PRECASTED POST STAMPED, B-162 1934.
 BY1347
 BY1347                          STATION RECOVERY (1942)
 BY1347
 BY1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BY1347'RECOVERED IN GOOD CONDITION.
 BY1347
 BY1347                          STATION RECOVERY (1977)
 BY1347
 BY1347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1347'MARK NOT FOUND.
 BY1347
 BY1347                          STATION RECOVERY (1991)
 BY1347
 BY1347'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY1347'MARK NOT FOUND.
 BY1347
 BY1347                          STATION RECOVERY (1996)
 BY1347
 BY1347'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0774 ***********************************************************************
 BL0774  DESIGNATION -  B 164
 BL0774  PID         -  BL0774
 BL0774  STATE/COUNTY-  TX/TRINITY
 BL0774  USGS QUAD   -  TRINITY EAST (1972)
 BL0774
 BL0774                         *CURRENT SURVEY CONTROL
 BL0774  ___________________________________________________________________
 BL0774* NAD 83(1986)-  30 55 45.     (N)    095 20 11.     (W)     SCALED    
 BL0774* NAVD 88     -        58.19   (+/-2cm)     190.9    (feet)  VERTCON   
 BL0774  ___________________________________________________________________
 BL0774  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BL0774
 BL0774  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0774
 BL0774.The horizontal coordinates were scaled from a topographic map and have
 BL0774.an estimated accuracy of +/- 6 seconds.
 BL0774
 BL0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0774.The vertical order pertains to the NGVD 29 superseded value.
 BL0774
 BL0774.The geoid height was determined by GEOID03.
 BL0774
 BL0774;                    North         East    Units  Estimated Accuracy
 BL0774;SPC TX C     - 3,150,680.    1,177,370.      MT  (+/- 180 meters Scaled)
 BL0774
 BL0774                          SUPERSEDED SURVEY CONTROL
 BL0774
 BL0774  NGVD 29 (??/??/92)   58.198  (m)          190.94   (f) ADJ UNCH    1 2
 BL0774
 BL0774.Superseded values are not recommended for survey control.
 BL0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0774.See file dsdata.txt to determine how the superseded data were derived.
 BL0774
 BL0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ767240(NAD 83)
 BL0774_MARKER: DB = BENCH MARK DISK
 BL0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0774_STAMPING: B 164 1934 191.086
 BL0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0774+STABILITY: SURFACE MOTION
 BL0774
 BL0774  HISTORY     - Date     Condition        Report By
 BL0774  HISTORY     - 1934     MONUMENTED       CGS
 BL0774  HISTORY     - 1960     GOOD             NGS
 BL0774  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0774
 BL0774                          STATION DESCRIPTION
 BL0774
 BL0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0774'2.8 MI E FROM TRINITY.
 BL0774'ABOUT 2.8 MILES EAST ALONG FARM ROAD 356 FROM THE MISSOURI PACIFIC
 BL0774'RAILROAD STATION AT TRINITY, 68 FEET SOUTHWEST OF THE CENTER OF THE
 BL0774'CROSSING OF THE ABANDONED WACO, BEAUMONT, TRINITY AND SABINE RAILWAY,
 BL0774'59 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 13 1/2 FEET WEST OF A BRACED
 BL0774'POWER POLE, 4 1/2 FEET NORTHEAST OF A FENCE, ABOUT 2 FEET BELOW THE
 BL0774'LEVEL OF THE ROAD AND THE TRACK AND IN THE TOP OF A CONCRETE POST
 BL0774'PROJECTING 6 INCHES.
 BL0774
 BL0774                          STATION RECOVERY (1996)
 BL0774
 BL0774'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0581 ***********************************************************************
 BL0581  DESIGNATION -  B 165
 BL0581  PID         -  BL0581
 BL0581  STATE/COUNTY-  TX/POLK
 BL0581  USGS QUAD   -  JACKS CREEK NORTH (1984)
 BL0581
 BL0581                         *CURRENT SURVEY CONTROL
 BL0581  ___________________________________________________________________
 BL0581* NAD 83(1986)-  30 44 39.     (N)    094 36 51.     (W)     SCALED    
 BL0581* NAVD 88     -       105.13   (+/-2cm)     344.9    (feet)  VERTCON   
 BL0581  ___________________________________________________________________
 BL0581  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL0581
 BL0581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0581
 BL0581.The horizontal coordinates were scaled from a topographic map and have
 BL0581.an estimated accuracy of +/- 6 seconds.
 BL0581
 BL0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0581.The vertical order pertains to the NGVD 29 superseded value.
 BL0581
 BL0581.The geoid height was determined by GEOID03.
 BL0581
 BL0581;                    North         East    Units  Estimated Accuracy
 BL0581;SPC TX C     - 3,133,520.    1,247,360.      MT  (+/- 180 meters Scaled)
 BL0581
 BL0581                          SUPERSEDED SURVEY CONTROL
 BL0581
 BL0581  NGVD 29 (??/??/92)  105.126  (m)          344.90   (f) ADJ UNCH    2 0
 BL0581
 BL0581.Superseded values are not recommended for survey control.
 BL0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0581.See file dsdata.txt to determine how the superseded data were derived.
 BL0581
 BL0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ454023(NAD 83)
 BL0581_MARKER: DB = BENCH MARK DISK
 BL0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0581_STAMPING: 344.966 B 165 1934
 BL0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0581+STABILITY: SURFACE MOTION
 BL0581
 BL0581  HISTORY     - Date     Condition        Report By
 BL0581  HISTORY     - 1934     MONUMENTED       CGS
 BL0581  HISTORY     - 1934     GOOD             NGS
 BL0581
 BL0581                          STATION DESCRIPTION
 BL0581
 BL0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0581'14 MI W FROM WOODVILLE.
 BL0581'IN POLK COUNTY, 14.0 MILES WEST ALONG OLD ABANDONED STATE HIGHWAY 45
 BL0581'FROM WOODVILLE, TYLER COUNTY, 0.5 MILE EAST OF WOODS CREEK, 252 FEET
 BL0581'WEST OF THE MAIL BOXES OF T. L. POLK AND J. F. HUBERT AND A SMALL
 BL0581'IRON-PIPE CULVERT, AND 33 FEET SOUTH OF THE CENTERLINE OF THE OLD
 BL0581'HIGHWAY.  A STANDARD DISK, STAMPED 344.966 B 165 1934 AND SET IN THE
 BL0581'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0546 ***********************************************************************
 BL0546  DESIGNATION -  B 166
 BL0546  PID         -  BL0546
 BL0546  STATE/COUNTY-  TX/POLK
 BL0546  USGS QUAD   -  LIVINGSTON (1984)
 BL0546
 BL0546                         *CURRENT SURVEY CONTROL
 BL0546  ___________________________________________________________________
 BL0546* NAD 83(1986)-  30 42 24.     (N)    094 56 14.     (W)     SCALED    
 BL0546* NAVD 88     -        45.99   (+/-2cm)     150.9    (feet)  VERTCON   
 BL0546  ___________________________________________________________________
 BL0546  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0546
 BL0546  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0546
 BL0546.The horizontal coordinates were scaled from a topographic map and have
 BL0546.an estimated accuracy of +/- 6 seconds.
 BL0546
 BL0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0546.The vertical order pertains to the NGVD 29 superseded value.
 BL0546
 BL0546.The geoid height was determined by GEOID03.
 BL0546
 BL0546;                    North         East    Units  Estimated Accuracy
 BL0546;SPC TX C     - 3,127,820.    1,216,670.      MT  (+/- 180 meters Scaled)
 BL0546
 BL0546                          SUPERSEDED SURVEY CONTROL
 BL0546
 BL0546  NGVD 29 (??/??/92)   46.004  (m)          150.93   (f) ADJ UNCH    2 0
 BL0546
 BL0546.Superseded values are not recommended for survey control.
 BL0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0546.See file dsdata.txt to determine how the superseded data were derived.
 BL0546
 BL0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP144986(NAD 83)
 BL0546_MARKER: DB = BENCH MARK DISK
 BL0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0546_STAMPING: 151.030 B 166 1934
 BL0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0546+STABILITY: SURFACE MOTION
 BL0546
 BL0546  HISTORY     - Date     Condition        Report By
 BL0546  HISTORY     - 1934     MONUMENTED       CGS
 BL0546  HISTORY     - 1954     MARK NOT FOUND   USGS
 BL0546  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0546  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0546  HISTORY     - 20050708 MARK NOT FOUND   USPSQD
 BL0546
 BL0546                          STATION DESCRIPTION
 BL0546
 BL0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0546'IN LIVINGSTON.
 BL0546'AT LIVINGSTON, POLK COUNTY, 70 FEET SOUTH OF THE WACO, BEAUMONT,
 BL0546'TRINITY AND SABINE RAILWAY STATION, AT THE WASHINGTON STREET CROSSING,
 BL0546'66 FEET WEST OF THE CENTERLINE OF WASHINGTON STREET, AND 45 FEET SOUTH
 BL0546'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 151.030
 BL0546'B 166 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE RAILROAD
 BL0546'HAS BEEN ABANDONED AND THERE IS NOW A SERVICE STATION IN THIS
 BL0546'LOCALITY.
 BL0546
 BL0546                          STATION RECOVERY (1954)
 BL0546
 BL0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BL0546'MARK NOT FOUND.
 BL0546
 BL0546                          STATION RECOVERY (1990)
 BL0546
 BL0546'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL0546'MARK NOT FOUND.
 BL0546
 BL0546                          STATION RECOVERY (1997)
 BL0546
 BL0546'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0546'MARK NOT FOUND.
 BL0546
 BL0546                          STATION RECOVERY (2005)
 BL0546
 BL0546'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0442 ***********************************************************************
 BL0442  DESIGNATION -  B 167
 BL0442  PID         -  BL0442
 BL0442  STATE/COUNTY-  TX/LIBERTY
 BL0442  USGS QUAD   -  ROMAYOR (1984)
 BL0442
 BL0442                         *CURRENT SURVEY CONTROL
 BL0442  ___________________________________________________________________
 BL0442* NAD 83(1986)-  30 26 34.     (N)    094 51 45.     (W)     SCALED    
 BL0442* NAVD 88     -        21.68   (+/-2cm)      71.1    (feet)  VERTCON   
 BL0442  ___________________________________________________________________
 BL0442  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0442
 BL0442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0442
 BL0442.The horizontal coordinates were scaled from a topographic map and have
 BL0442.an estimated accuracy of +/- 6 seconds.
 BL0442
 BL0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0442.The vertical order pertains to the NGVD 29 superseded value.
 BL0442
 BL0442.The geoid height was determined by GEOID03.
 BL0442
 BL0442;                    North         East    Units  Estimated Accuracy
 BL0442;SPC TX C     - 3,098,960.    1,225,250.      MT  (+/- 180 meters Scaled)
 BL0442
 BL0442                          SUPERSEDED SURVEY CONTROL
 BL0442
 BL0442  NGVD 29 (??/??/92)   21.689  (m)           71.16   (f) ADJ UNCH    2 0
 BL0442
 BL0442.Superseded values are not recommended for survey control.
 BL0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0442.See file dsdata.txt to determine how the superseded data were derived.
 BL0442
 BL0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP211693(NAD 83)
 BL0442_MARKER: DB = BENCH MARK DISK
 BL0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0442_STAMPING: B 167 1934
 BL0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0442+STABILITY: SURFACE MOTION
 BL0442
 BL0442  HISTORY     - Date     Condition        Report By
 BL0442  HISTORY     - 1934     MONUMENTED       CGS
 BL0442
 BL0442                          STATION DESCRIPTION
 BL0442
 BL0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0442'6.3 MI W FROM RYE.
 BL0442'6.3 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM RYE,
 BL0442'LIBERTY COUNTY, 1.4 MILES WEST OF ROMAYOR, ABOUT 500 FEET EAST OF THE
 BL0442'STATION MARKER AT BIG CREEK, 260 FEET WEST OF TRESTLE 109 A, 60 FEET
 BL0442'SOUTHWEST OF A YARD-LIMIT MARKER, 39 FEET SOUTHEAST OF THE CENTERLINE
 BL0442'OF THE TRACK, AND ABOUT 8 FEET LOWER THAN THE TOP OF RAIL. A STANDARD
 BL0442'DISK, STAMPED B 167 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0581 ***********************************************************************
 AW0581  DESIGNATION -  B 168
 AW0581  PID         -  AW0581
 AW0581  STATE/COUNTY-  TX/GALVESTON
 AW0581  USGS QUAD   -  GALVESTON (1994)
 AW0581
 AW0581                         *CURRENT SURVEY CONTROL
 AW0581  ___________________________________________________________________
 AW0581* NAD 83(1986)-  29 19 47.     (N)    094 45 21.     (W)     SCALED    
 AW0581* NAVD 88     -         4.009  (meters)      13.15   (feet)  ADJUSTED  
 AW0581  ___________________________________________________________________
 AW0581  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0581  DYNAMIC HT  -           4.004 (meters)      13.14  (feet)  COMP
 AW0581  MODELED GRAV-     979,265.4   (mgal)                       NAVD 88
 AW0581
 AW0581  VERT ORDER  -  FIRST     CLASS II
 AW0581
 AW0581.The horizontal coordinates were scaled from a topographic map and have
 AW0581.an estimated accuracy of +/- 6 seconds.
 AW0581
 AW0581.The orthometric height was determined by differential leveling
 AW0581.and adjusted by the National Geodetic Survey in March 1997..
 AW0581
 AW0581.The geoid height was determined by GEOID03.
 AW0581
 AW0581.The dynamic height is computed by dividing the NAVD 88
 AW0581.geopotential number by the normal gravity value computed on the
 AW0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0581.degrees latitude (g = 980.6199 gals.).
 AW0581
 AW0581.The modeled gravity was interpolated from observed gravity values.
 AW0581
 AW0581;                    North         East    Units  Estimated Accuracy
 AW0581;SPC TXSC     - 4,173,320.    1,012,080.      MT  (+/- 180 meters Scaled)
 AW0581
 AW0581                          SUPERSEDED SURVEY CONTROL
 AW0581
 AW0581  NAVD 88 (06/15/91)    4.048  (m)           13.28   (f) UNKNOWN     1 1
 AW0581  NGVD 29 (12/23/87)    4.045  (m)           13.27   (f) ADJUSTED    1 1
 AW0581
 AW0581.Superseded values are not recommended for survey control.
 AW0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0581.See file dsdata.txt to determine how the superseded data were derived.
 AW0581
 AW0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN295457(NAD 83)
 AW0581_MARKER: DJ = TIDAL STATION DISK
 AW0581_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0581_SP_SET: SEAWALL
 AW0581_STAMPING: B 168 1936 ELEV 14.652 FT
 AW0581_MARK LOGO: NOS   
 AW0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0581+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0581
 AW0581  HISTORY     - Date     Condition        Report By
 AW0581  HISTORY     - 1936     MONUMENTED       CGS
 AW0581  HISTORY     - 1964     GOOD             NGS
 AW0581  HISTORY     - 1978     GOOD             NGS
 AW0581  HISTORY     - 1984     GOOD             USPSQD
 AW0581  HISTORY     - 1987     GOOD             USPSQD
 AW0581  HISTORY     - 1987     GOOD             USPSQD
 AW0581  HISTORY     - 1987     GOOD             USPSQD
 AW0581  HISTORY     - 1987     GOOD             USPSQD
 AW0581  HISTORY     - 1987     GOOD             NGS
 AW0581  HISTORY     - 1988     GOOD             USPSQD
 AW0581  HISTORY     - 1988     GOOD             USPSQD
 AW0581  HISTORY     - 1988     GOOD             USPSQD
 AW0581  HISTORY     - 1988     GOOD             USPSQD
 AW0581  HISTORY     - 1988     GOOD             USPSQD
 AW0581  HISTORY     - 1988     GOOD             USPSQD
 AW0581  HISTORY     - 1988     GOOD             USPSQD
 AW0581  HISTORY     - 1988     GOOD             USPSQD
 AW0581  HISTORY     - 1988     GOOD             USPSQD
 AW0581  HISTORY     - 1989     GOOD             USPSQD
 AW0581  HISTORY     - 1989     GOOD             USPSQD
 AW0581  HISTORY     - 1989     GOOD             USPSQD
 AW0581  HISTORY     - 1989     GOOD             USPSQD
 AW0581  HISTORY     - 1989     GOOD             USPSQD
 AW0581  HISTORY     - 1989     GOOD             USPSQD
 AW0581  HISTORY     - 1989     GOOD             USPSQD
 AW0581  HISTORY     - 1989     GOOD             USPSQD
 AW0581  HISTORY     - 1990     GOOD             USPSQD
 AW0581  HISTORY     - 19951006 GOOD             CHANCE
 AW0581  HISTORY     - 19960327 GOOD             NGS
 AW0581  HISTORY     - 19961205 GOOD             NGS
 AW0581  HISTORY     - 20020611 GOOD             USPSQD
 AW0581  HISTORY     - 20040401 GOOD             USPSQD
 AW0581  HISTORY     - 20050501 GOOD             USPSQD
 AW0581  HISTORY     - 20051214 GOOD             USPSQD
 AW0581
 AW0581                          STATION DESCRIPTION
 AW0581
 AW0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0581'3.35 MI NE FROM GALVESTON.
 AW0581'ABOUT 3.35 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0581'CENTER AT GALVESTON, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW0581'BOULEVARD SET IN THE CENTER OF THE TOP OF THE CONCRETE SEA WALL, AND
 AW0581'ABOUT LEVEL WITH THE BOULEVARD.
 AW0581
 AW0581                          STATION RECOVERY (1978)
 AW0581
 AW0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1984)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1987)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1987)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1987)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1987)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1987)
 AW0581
 AW0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0581'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE 1964
 AW0581'DESCRIPTION STATES THAT THE DISK IS A BENCH MARK DISK BUT IS A TIDAL
 AW0581'BENCH MARK DISK.
 AW0581
 AW0581                          STATION RECOVERY (1988)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1988)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1988 (MQK)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1988)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1988)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1988)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1988)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1988)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1988)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1988)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1989)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1989)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1989)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1989)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1989)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1989)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1989)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1989)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1990)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (1995)
 AW0581
 AW0581'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0581'RECOVERED AS DESCRIBED.  ADDITIONAL TIES FOLLOW.  APPROXIMATELY 0.17
 AW0581'MILES (0.27 KM) SOUTHWEST OF A FLASHING CAUTION LIGHT FOR NORTHBOUND
 AW0581'SEAWALL TRAFFIC, 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AW0581'SEAWALL, 4.1 M (13.5 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF SEAWALL
 AW0581'BOULEVARD.  29.4 M (96.5 FT) NORTH OF THE BASE OF A DESTROYED SIGN.
 AW0581
 AW0581                          STATION RECOVERY (1996)
 AW0581
 AW0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RWD)
 AW0581'RECOVERED AS DESCRIBED.
 AW0581
 AW0581                          STATION RECOVERY (1996)
 AW0581
 AW0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0581'3.2 KM (2.00 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW0581'JUNCTION OF BROADWAY AVENUE IN GALVESTON, NEAR THE CENTER OF A
 AW0581'CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE BOULEVARD, 10.1 M (33.1
 AW0581'FT) SOUTHEAST OF THE BOULEVARD CENTERLINE, AND 0.3 M (1.0 FT) BELOW
 AW0581'THE LEVEL OF THE BOULEVARD.
 AW0581
 AW0581                          STATION RECOVERY (2002)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (2004)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (2005)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AW0581'RECOVERED IN GOOD CONDITION.
 AW0581
 AW0581                          STATION RECOVERY (2005)
 AW0581
 AW0581'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0581'FOUND AS DESCRIBED. GO TO N29 19 46.4 W094 45 19.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0097 ***********************************************************************
 CD0097  DESIGNATION -  B 17
 CD0097  PID         -  CD0097
 CD0097  STATE/COUNTY-  TX/JEFF DAVIS
 CD0097  USGS QUAD   -  KENT (1970)
 CD0097
 CD0097                         *CURRENT SURVEY CONTROL
 CD0097  ___________________________________________________________________
 CD0097* NAD 83(1986)-  31 03 47.     (N)    104 09 38.     (W)     SCALED    
 CD0097* NAVD 88     -      1261.246  (meters)    4137.94   (feet)  ADJUSTED  
 CD0097  ___________________________________________________________________
 CD0097  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 CD0097  DYNAMIC HT  -        1259.293 (meters)    4131.53  (feet)  COMP
 CD0097  MODELED GRAV-     979,048.2   (mgal)                       NAVD 88
 CD0097
 CD0097  VERT ORDER  -  FIRST     CLASS II
 CD0097
 CD0097.The horizontal coordinates were scaled from a topographic map and have
 CD0097.an estimated accuracy of +/- 6 seconds.
 CD0097
 CD0097.The orthometric height was determined by differential leveling
 CD0097.and adjusted by the National Geodetic Survey in June 1991..
 CD0097
 CD0097.The geoid height was determined by GEOID03.
 CD0097
 CD0097.The dynamic height is computed by dividing the NAVD 88
 CD0097.geopotential number by the normal gravity value computed on the
 CD0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0097.degrees latitude (g = 980.6199 gals.).
 CD0097
 CD0097.The modeled gravity was interpolated from observed gravity values.
 CD0097
 CD0097;                    North         East    Units  Estimated Accuracy
 CD0097;SPC TX C     - 3,161,080.      334,840.      MT  (+/- 180 meters Scaled)
 CD0097
 CD0097                          SUPERSEDED SURVEY CONTROL
 CD0097
 CD0097  NGVD 29 (??/??/92) 1260.762  (m)         4136.35   (f) ADJ UNCH    1 2
 CD0097
 CD0097.Superseded values are not recommended for survey control.
 CD0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0097.See file dsdata.txt to determine how the superseded data were derived.
 CD0097
 CD0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ800368(NAD 83)
 CD0097_MARKER: B = BOLT
 CD0097_SETTING: 66 = SET IN ROCK OUTCROP
 CD0097_SP_SET: ROCK LEDGE
 CD0097_STAMPING: U S B M
 CD0097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0097+STABILITY: POSITION/ELEVATION WELL
 CD0097
 CD0097  HISTORY     - Date     Condition        Report By
 CD0097  HISTORY     - UNK      MONUMENTED       CGS
 CD0097  HISTORY     - 1956     GOOD             NGS
 CD0097  HISTORY     - 1970     MARK NOT FOUND   USGS
 CD0097
 CD0097                          STATION DESCRIPTION
 CD0097
 CD0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0097'3.4 MI E FROM KENT.
 CD0097'3.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0097'AT KENT, AT THE EAST END OF A CUT, 59.3 FEET NORTH OF THE 3RD POLE
 CD0097'WEST OF MILEPOST 695, 103 FEET WEST OF A TELEPHONE BOX, 6.1 FEET NORTH
 CD0097'OF THE NORTH RAIL, 0.8 FOOT SOUTH OF THE SOUTH EDGE OF A ROCK LEDGE,
 CD0097'2.8 FEET ABOVE THE GROUND, SET IN THE TOP OF A ROCK LEDGE, 264 FEET
 CD0097'WEST OF BENCH MARK T 1068.
 CD0097
 CD0097                          STATION RECOVERY (1970)
 CD0097
 CD0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CD0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1647 ***********************************************************************
 AW1647  DESIGNATION -  B 170 RESET 1963
 AW1647  PID         -  AW1647
 AW1647  STATE/COUNTY-  TX/HARRIS
 AW1647  USGS QUAD   -  LEAGUE CITY (1995)
 AW1647
 AW1647                         *CURRENT SURVEY CONTROL
 AW1647  ___________________________________________________________________
 AW1647* NAD 83(1986)-  29 32 58.     (N)    095 01 24.     (W)     SCALED    
 AW1647* NAVD 88     -         2.12   (+/-2cm)       7.0    (feet)  VERTCON   
 AW1647  ___________________________________________________________________
 AW1647  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1647
 AW1647  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1647
 AW1647.The horizontal coordinates were scaled from a topographic map and have
 AW1647.an estimated accuracy of +/- 6 seconds.
 AW1647
 AW1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1647.The vertical order pertains to the NGVD 29 superseded value.
 AW1647
 AW1647.The geoid height was determined by GEOID03.
 AW1647
 AW1647;                    North         East    Units  Estimated Accuracy
 AW1647;SPC TXSC     - 4,196,740.      985,290.      MT  (+/- 180 meters Scaled)
 AW1647
 AW1647                          SUPERSEDED SURVEY CONTROL
 AW1647
 AW1647  NGVD 29 (??/??/92)    2.116  (m)            6.94   (f) ADJ UNCH    1 2
 AW1647
 AW1647.Superseded values are not recommended for survey control.
 AW1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1647.See file dsdata.txt to determine how the superseded data were derived.
 AW1647
 AW1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN039705(NAD 83)
 AW1647_MARKER: DB = BENCH MARK DISK
 AW1647_SETTING: 0 = UNSPECIFIED SETTING
 AW1647_STAMPING: B 170 RESET 1963
 AW1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1647
 AW1647  HISTORY     - Date     Condition        Report By
 AW1647  HISTORY     - 1963     MONUMENTED       CGS
 AW1647  HISTORY     - 1973     GOOD             NGS
 AW1647  HISTORY     - 1978     GOOD             NGS
 AW1647  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1647  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1647  HISTORY     - 1988     GOOD             USPSQD
 AW1647  HISTORY     - 19931120 MARK NOT FOUND   USPSQD
 AW1647
 AW1647                          STATION DESCRIPTION
 AW1647
 AW1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1647'0.6 MI N FROM KEMAH.
 AW1647'ABOUT 0.6 MILE NORTH ALONG STATE HWY. 146 FROM THE POST OFFICE AT
 AW1647'KEMAH, ABOUT 0.2 MILE NORTH OF THE GALVESTON-HARRIS COUNTY LINE, BELOW
 AW1647'HWY. 146 BRIDGE OVER CLEAR CREEK, ABOUT 30 FEET BELOW THE FLOOR OF THE
 AW1647'BRIDGE, SET IN THE TOP OF THE CONCRETE TIE BEAM BETWEEN THE SECOND SET
 AW1647'OF PILLARS SOUTH OF THE NORTH END OF THE BRIDGE, ABOUT 3.8 FEET EAST
 AW1647'OF THE MOST WESTERNLY PILLAR, AND ABOUT 6 1/2 FEET ABOVE THE LEVEL OF
 AW1647'THE GROUND.
 AW1647
 AW1647                          STATION RECOVERY (1978)
 AW1647
 AW1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1647'NOTE=CAN NOT LEVEL TO IN 1978 BECAUSE OF HIGH WATER AROUND PILLARS.
 AW1647
 AW1647                          STATION RECOVERY (1987)
 AW1647
 AW1647'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1647'MARK NOT FOUND.
 AW1647
 AW1647                          STATION RECOVERY (1987)
 AW1647
 AW1647'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1647'MARK NOT FOUND.
 AW1647
 AW1647                          STATION RECOVERY (1988)
 AW1647
 AW1647'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1647'RECOVERED IN GOOD CONDITION.
 AW1647
 AW1647                          STATION RECOVERY (1993)
 AW1647
 AW1647'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1692 ***********************************************************************
 AW1692  DESIGNATION -  B 172 RESET 1954
 AW1692  PID         -  AW1692
 AW1692  STATE/COUNTY-  TX/GALVESTON
 AW1692  USGS QUAD   -  HIGH ISLAND (1994)
 AW1692
 AW1692                         *CURRENT SURVEY CONTROL
 AW1692  ___________________________________________________________________
 AW1692* NAD 83(1986)-  29 31 22.     (N)    094 27 36.     (W)     SCALED    
 AW1692* NAVD 88     -         1.59   (+/-2cm)       5.2    (feet)  VERTCON   
 AW1692  ___________________________________________________________________
 AW1692  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1692
 AW1692  VERT ORDER  -  THIRD (See Below)
 AW1692
 AW1692.The horizontal coordinates were scaled from a topographic map and have
 AW1692.an estimated accuracy of +/- 6 seconds.
 AW1692
 AW1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1692.The vertical order pertains to the NGVD 29 superseded value.
 AW1692
 AW1692.The geoid height was determined by GEOID03.
 AW1692
 AW1692;                    North         East    Units  Estimated Accuracy
 AW1692;SPC TXSC     - 4,195,780.    1,039,960.      MT  (+/- 180 meters Scaled)
 AW1692
 AW1692                          SUPERSEDED SURVEY CONTROL
 AW1692
 AW1692  NGVD 29 (??/??/??)    1.59   (m)            5.2    (f) RESET       3  
 AW1692
 AW1692.Superseded values are not recommended for survey control.
 AW1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1692.See file dsdata.txt to determine how the superseded data were derived.
 AW1692
 AW1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN585667(NAD 83)
 AW1692_MARKER: DB = BENCH MARK DISK
 AW1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1692_STAMPING: B 172 RESET 1954 1936 5.917
 AW1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1692+STABILITY: SURFACE MOTION
 AW1692
 AW1692  HISTORY     - Date     Condition        Report By
 AW1692  HISTORY     - 1954     MONUMENTED       CGS
 AW1692  HISTORY     - 1958     GOOD             NGS
 AW1692  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1692  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1692  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 AW1692  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1692  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1692  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1692
 AW1692                          STATION DESCRIPTION
 AW1692
 AW1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1692'1.75 MI NE FROM GILCHRIST.
 AW1692'ABOUT 1.75 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1692'AT GILCHRIST, 70 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 190
 AW1692'FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 AW1692'SOUTHEAST, 23 1/2 FEET NORTHEAST OF A FENCE, 8 1/2 FEET SOUTHEAST OF
 AW1692'POWER POLE 61, 1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 AW1692'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 AW1692'INCHES.
 AW1692
 AW1692                          STATION RECOVERY (1978)
 AW1692
 AW1692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1692'NOT RECOVERED.
 AW1692
 AW1692                          STATION RECOVERY (1987)
 AW1692
 AW1692'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1692'MARK NOT FOUND.
 AW1692
 AW1692                          STATION RECOVERY (1999)
 AW1692
 AW1692'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1692'MARK NOT FOUND.
 AW1692
 AW1692                          STATION RECOVERY (2002)
 AW1692
 AW1692'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1692'MARK NOT FOUND.
 AW1692
 AW1692                          STATION RECOVERY (2003)
 AW1692
 AW1692'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1692'MARK NOT FOUND.
 AW1692
 AW1692                          STATION RECOVERY (2005)
 AW1692
 AW1692'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2811 ***********************************************************************
 AW2811  DESIGNATION -  B 173
 AW2811  PID         -  AW2811
 AW2811  STATE/COUNTY-  TX/CHAMBERS
 AW2811  USGS QUAD   -  ANAHUAC (1993)
 AW2811
 AW2811                         *CURRENT SURVEY CONTROL
 AW2811  ___________________________________________________________________
 AW2811* NAD 83(1986)-  29 46 27.     (N)    094 40 05.     (W)     SCALED    
 AW2811* NAVD 88     -         7.33   (+/-2cm)      24.0    (feet)  VERTCON   
 AW2811  ___________________________________________________________________
 AW2811  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2811
 AW2811  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2811
 AW2811.The horizontal coordinates were scaled from a topographic map and have
 AW2811.an estimated accuracy of +/- 6 seconds.
 AW2811
 AW2811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2811.The vertical order pertains to the NGVD 29 superseded value.
 AW2811
 AW2811.The geoid height was determined by GEOID03.
 AW2811
 AW2811;                    North         East    Units  Estimated Accuracy
 AW2811;SPC TXSC     - 4,222,850.    1,018,780.      MT  (+/- 180 meters Scaled)
 AW2811
 AW2811                          SUPERSEDED SURVEY CONTROL
 AW2811
 AW2811  NGVD 29 (??/??/92)    7.33   (m)           24.0    (f) COMPUTED    1 2
 AW2811
 AW2811.Superseded values are not recommended for survey control.
 AW2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2811.See file dsdata.txt to determine how the superseded data were derived.
 AW2811
 AW2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN387949(NAD 83)
 AW2811_MARKER: DB = BENCH MARK DISK
 AW2811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2811_SP_SET: CULVERT
 AW2811_STAMPING: B-173 1936
 AW2811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2811
 AW2811  HISTORY     - Date     Condition        Report By
 AW2811  HISTORY     - 1936     MONUMENTED       CGS
 AW2811  HISTORY     - 1937     GOOD             NGS
 AW2811  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2811  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2811  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW2811
 AW2811                          STATION DESCRIPTION
 AW2811
 AW2811'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2811'1.2 MI NE FROM ANAHUAC.
 AW2811'1.2 MILES NORTHEAST OF COURT HOUSE.  ALONG HIGHWAY BETWEEN ANAHUAC AND
 AW2811'STOWELL, ON THE TOP OF THE SOUTH HEADWALL OF CONCRETE CULVERT, ON THE
 AW2811'CENTER OF THE TOP OF HEADWALL.
 AW2811
 AW2811                          STATION RECOVERY (1937)
 AW2811
 AW2811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 AW2811'RECOVERED IN GOOD CONDITION.
 AW2811
 AW2811                          STATION RECOVERY (1997)
 AW2811
 AW2811'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2811'MARK NOT FOUND.
 AW2811
 AW2811                          STATION RECOVERY (2001)
 AW2811
 AW2811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2811'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2811
 AW2811                          STATION RECOVERY (2005)
 AW2811
 AW2811'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0586 ***********************************************************************
 AN0586  DESIGNATION -  B 175
 AN0586  PID         -  AN0586
 AN0586  STATE/COUNTY-  TX/CALHOUN
 AN0586  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0586
 AN0586                         *CURRENT SURVEY CONTROL
 AN0586  ___________________________________________________________________
 AN0586* NAD 83(1986)-  28 37 03.     (N)    096 42 46.     (W)     SCALED    
 AN0586* NAVD 88     -         8.82   (+/-2cm)      28.9    (feet)  VERTCON   
 AN0586  ___________________________________________________________________
 AN0586  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN0586
 AN0586  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0586
 AN0586.The horizontal coordinates were scaled from a topographic map and have
 AN0586.an estimated accuracy of +/- 6 seconds.
 AN0586
 AN0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0586.The vertical order pertains to the NGVD 29 superseded value.
 AN0586
 AN0586.The geoid height was determined by GEOID03.
 AN0586
 AN0586;                    North         East    Units  Estimated Accuracy
 AN0586;SPC TXSC     - 4,089,100.      823,650.      MT  (+/- 180 meters Scaled)
 AN0586
 AN0586                          SUPERSEDED SURVEY CONTROL
 AN0586
 AN0586  NGVD 29 (??/??/92)    8.944  (m)           29.34   (f) ADJ UNCH    1 2
 AN0586
 AN0586.Superseded values are not recommended for survey control.
 AN0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0586.See file dsdata.txt to determine how the superseded data were derived.
 AN0586
 AN0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS236677(NAD 83)
 AN0586_MARKER: DB = BENCH MARK DISK
 AN0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0586_SP_SET: CULVERT
 AN0586_STAMPING: B 175 1950
 AN0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0586
 AN0586  HISTORY     - Date     Condition        Report By
 AN0586  HISTORY     - 1950     MONUMENTED       CGS
 AN0586  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0586
 AN0586                          STATION DESCRIPTION
 AN0586
 AN0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN0586'5.65 MI NW FROM PORT LAVACA.
 AN0586'5.65 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0586'STATION AT PORT LAVACA, 66 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 17.4
 AN0586'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT ABOVE THE
 AN0586'LEVEL OF THE HIGHWAY, SET IN THE TOP OF NORTHWEST END OF THE NORTHEAST
 AN0586'HEADWALL OF A 5X20 FT. CONCRETE CULVERT UNDER THE HIGHWAY.
 AN0586
 AN0586                          STATION RECOVERY (1998)
 AN0586
 AN0586'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0587 ***********************************************************************
 AN0587  DESIGNATION -  B 175 RESET 1966
 AN0587  PID         -  AN0587
 AN0587  STATE/COUNTY-  TX/CALHOUN
 AN0587  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0587
 AN0587                         *CURRENT SURVEY CONTROL
 AN0587  ___________________________________________________________________
 AN0587* NAD 83(1986)-  28 37 03.     (N)    096 42 47.     (W)     SCALED    
 AN0587* NAVD 88     -         8.76   (+/-2cm)      28.7    (feet)  VERTCON   
 AN0587  ___________________________________________________________________
 AN0587  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN0587
 AN0587  VERT ORDER  -  THIRD (See Below)
 AN0587
 AN0587.The horizontal coordinates were scaled from a topographic map and have
 AN0587.an estimated accuracy of +/- 6 seconds.
 AN0587
 AN0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0587.The vertical order pertains to the NGVD 29 superseded value.
 AN0587
 AN0587.The geoid height was determined by GEOID03.
 AN0587
 AN0587;                    North         East    Units  Estimated Accuracy
 AN0587;SPC TXSC     - 4,089,100.      823,630.      MT  (+/- 180 meters Scaled)
 AN0587
 AN0587                          SUPERSEDED SURVEY CONTROL
 AN0587
 AN0587  NGVD 29 (??/??/??)    8.89   (m)           29.2    (f) RESET       3  
 AN0587
 AN0587.Superseded values are not recommended for survey control.
 AN0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0587.See file dsdata.txt to determine how the superseded data were derived.
 AN0587
 AN0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS235677(NAD 83)
 AN0587_MARKER: DB = BENCH MARK DISK
 AN0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0587_SP_SET: CULVERT
 AN0587_STAMPING: B 175 RESET 1966
 AN0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0587
 AN0587  HISTORY     - Date     Condition        Report By
 AN0587  HISTORY     - 1966     MONUMENTED       CGS
 AN0587  HISTORY     - 19980725 GOOD             USPSQD
 AN0587
 AN0587                          STATION DESCRIPTION
 AN0587
 AN0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AN0587'5.65 MI NW FROM PORT LAVACA.
 AN0587'5.65 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AN0587'STATION AT PORT LAVACA, 56 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 28
 AN0587'FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 87, SET IN THE TOP OF
 AN0587'THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 5 X 25 FT. CONCRETE
 AN0587'CULVERT UNDER THE HIGHWAY.
 AN0587
 AN0587                          STATION RECOVERY (1998)
 AN0587
 AN0587'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0726 ***********************************************************************
 AH0726  DESIGNATION -  B 176
 AH0726  PID         -  AH0726
 AH0726  STATE/COUNTY-  TX/NUECES
 AH0726  USGS QUAD   -  ROBSTOWN (1975)
 AH0726
 AH0726                         *CURRENT SURVEY CONTROL
 AH0726  ___________________________________________________________________
 AH0726* NAD 83(1986)-  27 46 07.     (N)    097 40 39.     (W)     SCALED    
 AH0726* NAVD 88     -        23.402  (meters)      76.78   (feet)  ADJUSTED  
 AH0726  ___________________________________________________________________
 AH0726  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH0726  DYNAMIC HT  -          23.367 (meters)      76.66  (feet)  COMP
 AH0726  MODELED GRAV-     979,117.1   (mgal)                       NAVD 88
 AH0726
 AH0726  VERT ORDER  -  FIRST     CLASS II
 AH0726
 AH0726.The horizontal coordinates were scaled from a topographic map and have
 AH0726.an estimated accuracy of +/- 6 seconds.
 AH0726
 AH0726.The orthometric height was determined by differential leveling
 AH0726.and adjusted by the National Geodetic Survey in June 1991..
 AH0726.WARNING-Repeat measurements at this control monument indicate possible
 AH0726.vertical movement.
 AH0726
 AH0726.The geoid height was determined by GEOID03.
 AH0726
 AH0726.The dynamic height is computed by dividing the NAVD 88
 AH0726.geopotential number by the normal gravity value computed on the
 AH0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0726.degrees latitude (g = 980.6199 gals.).
 AH0726
 AH0726.The modeled gravity was interpolated from observed gravity values.
 AH0726
 AH0726;                    North         East    Units  Estimated Accuracy
 AH0726;SPC TX S     - 5,233,150.      381,070.      MT  (+/- 180 meters Scaled)
 AH0726
 AH0726                          SUPERSEDED SURVEY CONTROL
 AH0726
 AH0726  NGVD 29 (??/??/92)   23.463  (m)           76.98   (f) ADJ UNCH    1 2
 AH0726
 AH0726.Superseded values are not recommended for survey control.
 AH0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0726.See file dsdata.txt to determine how the superseded data were derived.
 AH0726
 AH0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR303722(NAD 83)
 AH0726_MARKER: DB = BENCH MARK DISK
 AH0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0726_SP_SET: CULVERT
 AH0726_STAMPING: B 176 1950
 AH0726_MARK LOGO: CGS   
 AH0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0726
 AH0726  HISTORY     - Date     Condition        Report By
 AH0726  HISTORY     - 1950     MONUMENTED       CGS
 AH0726  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0726  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0726  HISTORY     - 1981     GOOD             NGS
 AH0726  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0726
 AH0726                          STATION DESCRIPTION
 AH0726
 AH0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0726'1.5 MI SW FROM ROBSTOWN.
 AH0726'1.5 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AH0726'AT ROBSTOWN, NUECES COUNTY, AT A ROAD CROSSING, 3-1/2 POLES SOUTHWEST
 AH0726'OF MILEPOST 140, 50 FEET NORTHWEST OF THE CENTERLINE OF U. S. HIGHWAY
 AH0726'77, 38 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 30 FEET NORTH OF THE
 AH0726'CENTERLINE OF AN EAST AND WEST ROAD, SET IN THE TOP OF THE NORTHWEST
 AH0726'END OF THE NORTHEAST HEADWALL OF A TWIN 18 INCH CONCRETE PIPE CULVERT
 AH0726'UNDER THE EAST AND WEST ROAD.
 AH0726
 AH0726                          STATION RECOVERY (1969)
 AH0726
 AH0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0726'MARK NOT FOUND.
 AH0726
 AH0726                          STATION RECOVERY (1981)
 AH0726
 AH0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0726'REPORTED IN 1959 NOT RECOVERED, RECOVERED THIS DATE.  NOTE, 3.41 KM
 AH0726'(2.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM THE JUNCTION
 AH0726'OF STATE HIGHWAY 44 IN ROBSTOWN.
 AH0726
 AH0726                          STATION RECOVERY (2001)
 AH0726
 AH0726'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 AH0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0073 ***********************************************************************
 AH0073  DESIGNATION -  B 177
 AH0073  PID         -  AH0073
 AH0073  STATE/COUNTY-  TX/NUECES
 AH0073  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0073
 AH0073                         *CURRENT SURVEY CONTROL
 AH0073  ___________________________________________________________________
 AH0073* NAD 83(1986)-  27 47 07.     (N)    097 28 41.     (W)     SCALED    
 AH0073* NAVD 88     -        13.372  (meters)      43.87   (feet)  ADJUSTED  
 AH0073  ___________________________________________________________________
 AH0073  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH0073  DYNAMIC HT  -          13.351 (meters)      43.80  (feet)  COMP
 AH0073  MODELED GRAV-     979,125.3   (mgal)                       NAVD 88
 AH0073
 AH0073  VERT ORDER  -  FIRST     CLASS I
 AH0073
 AH0073.The horizontal coordinates were scaled from a topographic map and have
 AH0073.an estimated accuracy of +/- 6 seconds.
 AH0073
 AH0073.The orthometric height was determined by differential leveling
 AH0073.and adjusted by the National Geodetic Survey in June 1991..
 AH0073
 AH0073.The geoid height was determined by GEOID03.
 AH0073
 AH0073.The dynamic height is computed by dividing the NAVD 88
 AH0073.geopotential number by the normal gravity value computed on the
 AH0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0073.degrees latitude (g = 980.6199 gals.).
 AH0073
 AH0073.The modeled gravity was interpolated from observed gravity values.
 AH0073
 AH0073;                    North         East    Units  Estimated Accuracy
 AH0073;SPC TX S     - 5,235,140.      400,720.      MT  (+/- 180 meters Scaled)
 AH0073
 AH0073                          SUPERSEDED SURVEY CONTROL
 AH0073
 AH0073  NGVD 29 (??/??/92)   13.599  (m)           44.62   (f) ADJ UNCH    1 1
 AH0073
 AH0073.Superseded values are not recommended for survey control.
 AH0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0073.See file dsdata.txt to determine how the superseded data were derived.
 AH0073
 AH0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR499743(NAD 83)
 AH0073_MARKER: DB = BENCH MARK DISK
 AH0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0073_SP_SET: CULVERT
 AH0073_STAMPING: B 177 1950
 AH0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0073
 AH0073  HISTORY     - Date     Condition        Report By
 AH0073  HISTORY     - 1950     MONUMENTED       CGS
 AH0073  HISTORY     - 1963     GOOD             NGS
 AH0073  HISTORY     - 1978     GOOD             NGS
 AH0073  HISTORY     - 20010331 GOOD             NGS
 AH0073
 AH0073                          STATION DESCRIPTION
 AH0073
 AH0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AH0073'3.6 MI E FROM CLARKWOOD.
 AH0073'3.6 MILES EAST ALONG THE SOUTHERN PACIFIC LINES FROM THE WATER TANK AT
 AH0073'CLARKWOOD, NUECES COUNTY, 7-1/2 POLES WEST OF MILEPOST 157, 70 FEET
 AH0073'SOUTHEAST OF A SWITCH STAND, 48 FEET SOUTH OF THE SOUTH RAIL, 27 FEET
 AH0073'NORTH OF THE CENTERLINE OF STATE HIGHWAY 44, 21 FEET WEST OF THE
 AH0073'EXTENDED CENTERLINE OF A ROAD LEADING SOUTH, SET IN THE TOP OF THE
 AH0073'CENTER OF THE NORTH HEADWALL OF THE MOST WESTERLY ONE OF TWO PIPE
 AH0073'CULVERTS UNDER THE HIGHWAY.
 AH0073
 AH0073                          STATION RECOVERY (1978)
 AH0073
 AH0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0073'RECOVERED IN GOOD CONDITION.
 AH0073
 AH0073                          STATION RECOVERY (2001)
 AH0073
 AH0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0073'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0446 ***********************************************************************
 AB0446  DESIGNATION -  B 178
 AB0446  PID         -  AB0446
 AB0446  STATE/COUNTY-  TX/CAMERON
 AB0446  USGS QUAD   -  HARLINGEN (1983)
 AB0446
 AB0446                         *CURRENT SURVEY CONTROL
 AB0446  ___________________________________________________________________
 AB0446* NAD 83(1986)-  26 12 13.     (N)    097 42 18.     (W)     SCALED    
 AB0446* NAVD 88     -        12.468  (meters)      40.91   (feet)  ADJUSTED  
 AB0446  ___________________________________________________________________
 AB0446  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AB0446  DYNAMIC HT  -          12.448 (meters)      40.84  (feet)  COMP
 AB0446  MODELED GRAV-     979,034.7   (mgal)                       NAVD 88
 AB0446
 AB0446  VERT ORDER  -  FIRST     CLASS II
 AB0446
 AB0446.The horizontal coordinates were scaled from a topographic map and have
 AB0446.an estimated accuracy of +/- 6 seconds.
 AB0446
 AB0446.The orthometric height was determined by differential leveling
 AB0446.and adjusted by the National Geodetic Survey in June 1991..
 AB0446
 AB0446.The geoid height was determined by GEOID03.
 AB0446
 AB0446.The dynamic height is computed by dividing the NAVD 88
 AB0446.geopotential number by the normal gravity value computed on the
 AB0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0446.degrees latitude (g = 980.6199 gals.).
 AB0446
 AB0446.The modeled gravity was interpolated from observed gravity values.
 AB0446
 AB0446;                    North         East    Units  Estimated Accuracy
 AB0446;SPC TX S     - 5,059,740.      379,460.      MT  (+/- 180 meters Scaled)
 AB0446
 AB0446                          SUPERSEDED SURVEY CONTROL
 AB0446
 AB0446.No superseded survey control is available for this station.
 AB0446
 AB0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP293988(NAD 83)
 AB0446_MARKER: DB = BENCH MARK DISK
 AB0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0446_SP_SET: PLATFORM
 AB0446_STAMPING: B 178 1951
 AB0446_MARK LOGO: CGS   
 AB0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0446
 AB0446  HISTORY     - Date     Condition        Report By
 AB0446  HISTORY     - 1951     MONUMENTED       CGS
 AB0446  HISTORY     - 1981     GOOD             NGS
 AB0446  HISTORY     - 1988     GOOD             USPSQD
 AB0446  HISTORY     - 1988     GOOD             USPSQD
 AB0446  HISTORY     - 1988     GOOD             USPSQD
 AB0446  HISTORY     - 19910313 GOOD             USPSQD
 AB0446  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0446
 AB0446                          STATION DESCRIPTION
 AB0446
 AB0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0446'0.9 MI NW FROM HARLINGEN.
 AB0446'0.9 MILE NORTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0446'RAILROAD FROM THE STATION AT HARLINGEN, 62 FEET SOUTHWEST OF THE
 AB0446'CENTER LINE OF U.S. HIGHWAY 77, 6.2 FEET NORTHEAST OF THE NORTHEAST
 AB0446'RAIL OF THE MAIN TRACK, SET IN THE TOP OF A CONCRETE PLATFORM WHICH IS
 AB0446'BETWEEN TWO WATER SPOUTS.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0446
 AB0446                          STATION RECOVERY (1981)
 AB0446
 AB0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0446'1.8 KM (1.1 FT) NORTHWEST ALONG NORTH COMMERCE STREET FROM THE CITY
 AB0446'HALL IN HARLINGEN, SET IN TOP OF A CONCRETE PLATFORM, THAT AT ONE TIME
 AB0446'WAS FOR TWO RAILROAD WATER SPOUTS, 4.2 METERS (14.0 FT) NORTHWEST OF
 AB0446'THE SOUTHEAST EDGE OF THE PLATFORM, 25.7 METERS (84.5 FT) SOUTH
 AB0446'SOUTHEAST OF A LIGHT POLE NUMBER 587, 18.8 METERS (62.0 FT) SOUTHWEST
 AB0446'OF THE CENTERLINE OF COMMERCE STREET, 16.7 METERS (55.0 FT) SOUTH
 AB0446'SOUTHEAST OF A GASLINE VENT PIPE, 4.7 METERS (15.5 FT) SOUTHEAST OF
 AB0446'THE NORTHWEST EDGE OF PLATFORM, 1.8 METERS (6.0 FT) NORTHEAST OF THE
 AB0446'NORTHEAST RAIL OF THE MAIN TRACKS, AND 1.0 METER (3.5 FT) SOUTHWEST OF
 AB0446'THE NORTH EAST EDGE OF PLATFORM.
 AB0446'THE MARK IS 19.2 METERS  NW FROM A WITNESS POST.
 AB0446'THE MARK IS 0.3 M BELOW TRACKS.
 AB0446
 AB0446                          STATION RECOVERY (1988)
 AB0446
 AB0446'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0446'RECOVERED IN GOOD CONDITION.
 AB0446
 AB0446                          STATION RECOVERY (1988)
 AB0446
 AB0446'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0446'RECOVERED IN GOOD CONDITION.
 AB0446
 AB0446                          STATION RECOVERY (1988)
 AB0446
 AB0446'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEC)
 AB0446'RECOVERED IN GOOD CONDITION.
 AB0446
 AB0446                          STATION RECOVERY (1991)
 AB0446
 AB0446'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0446'RECOVERED IN GOOD CONDITION.
 AB0446
 AB0446                          STATION RECOVERY (1993)
 AB0446
 AB0446'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0477 ***********************************************************************
 AH0477  DESIGNATION -  B 179
 AH0477  PID         -  AH0477
 AH0477  STATE/COUNTY-  TX/KLEBERG
 AH0477  USGS QUAD   -  RIVIERA (1979)
 AH0477
 AH0477                         *CURRENT SURVEY CONTROL
 AH0477  ___________________________________________________________________
 AH0477* NAD 83(1986)-  27 21 08.     (N)    097 49 49.     (W)     SCALED    
 AH0477* NAVD 88     -        12.497  (meters)      41.00   (feet)  ADJUSTED  
 AH0477  ___________________________________________________________________
 AH0477  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AH0477  DYNAMIC HT  -          12.477 (meters)      40.94  (feet)  COMP
 AH0477  MODELED GRAV-     979,094.5   (mgal)                       NAVD 88
 AH0477
 AH0477  VERT ORDER  -  FIRST     CLASS II
 AH0477
 AH0477.The horizontal coordinates were scaled from a topographic map and have
 AH0477.an estimated accuracy of +/- 6 seconds.
 AH0477
 AH0477.The orthometric height was determined by differential leveling
 AH0477.and adjusted by the National Geodetic Survey in June 1991..
 AH0477
 AH0477.The geoid height was determined by GEOID03.
 AH0477
 AH0477.The dynamic height is computed by dividing the NAVD 88
 AH0477.geopotential number by the normal gravity value computed on the
 AH0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0477.degrees latitude (g = 980.6199 gals.).
 AH0477
 AH0477.The modeled gravity was interpolated from observed gravity values.
 AH0477
 AH0477;                    North         East    Units  Estimated Accuracy
 AH0477;SPC TX S     - 5,186,920.      366,260.      MT  (+/- 180 meters Scaled)
 AH0477
 AH0477                          SUPERSEDED SURVEY CONTROL
 AH0477
 AH0477  NGVD 29 (??/??/92)   12.594  (m)           41.32   (f) ADJ UNCH    1 2
 AH0477
 AH0477.Superseded values are not recommended for survey control.
 AH0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0477.See file dsdata.txt to determine how the superseded data were derived.
 AH0477
 AH0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR156259(NAD 83)
 AH0477_MARKER: DB = BENCH MARK DISK
 AH0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0477_STAMPING: B 179 1951
 AH0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0477+STABILITY: SURFACE MOTION
 AH0477
 AH0477  HISTORY     - Date     Condition        Report By
 AH0477  HISTORY     - 1951     MONUMENTED       CGS
 AH0477  HISTORY     - 1974     GOOD             NGS
 AH0477  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0477  HISTORY     - 1987     GOOD             USPSQD
 AH0477  HISTORY     - 1988     GOOD             USPSQD
 AH0477
 AH0477                          STATION DESCRIPTION
 AH0477
 AH0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0477'3.75 MI N FROM RIVIERA.
 AH0477'3.75 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0477'FROM THE STATION AT RIVIERA, 206 FEET EAST OF MILEPOST 107, 76 FEET
 AH0477'EAST OF THE CENTER LINE OF U.S. HIGHWAY 77, 1 FOOT WEST OF A FENCE,
 AH0477'166 FEET EAST OF THE EAST RAIL, 1.4 FEET NORTH OF A WITNESS POST, SET
 AH0477'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AH0477'GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0477
 AH0477                          STATION RECOVERY (1974)
 AH0477
 AH0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AH0477'RECOVERED IN GOOD CONDITION.
 AH0477
 AH0477                          STATION RECOVERY (1981)
 AH0477
 AH0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0477'NOT RECOVERED THIS DATE, RESET IN 1974, PRESUMED DESTROYED.
 AH0477
 AH0477                          STATION RECOVERY (1987)
 AH0477
 AH0477'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AH0477'RECOVERED IN GOOD CONDITION.
 AH0477
 AH0477                          STATION RECOVERY (1988)
 AH0477
 AH0477'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0478 ***********************************************************************
 AH0478  DESIGNATION -  B 179 RESET 1974
 AH0478  PID         -  AH0478
 AH0478  STATE/COUNTY-  TX/KLEBERG
 AH0478  USGS QUAD   -  RIVIERA (1979)
 AH0478
 AH0478                         *CURRENT SURVEY CONTROL
 AH0478  ___________________________________________________________________
 AH0478* NAD 83(1986)-  27 21 11.     (N)    097 49 51.     (W)     SCALED    
 AH0478* NAVD 88     -        12.190  (meters)      39.99   (feet)  ADJUSTED  
 AH0478  ___________________________________________________________________
 AH0478  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AH0478  DYNAMIC HT  -          12.171 (meters)      39.93  (feet)  COMP
 AH0478  MODELED GRAV-     979,094.5   (mgal)                       NAVD 88
 AH0478
 AH0478  VERT ORDER  -  FIRST     CLASS II
 AH0478
 AH0478.The horizontal coordinates were scaled from a topographic map and have
 AH0478.an estimated accuracy of +/- 6 seconds.
 AH0478
 AH0478.The orthometric height was determined by differential leveling
 AH0478.and adjusted by the National Geodetic Survey in June 1991..
 AH0478
 AH0478.The geoid height was determined by GEOID03.
 AH0478
 AH0478.The dynamic height is computed by dividing the NAVD 88
 AH0478.geopotential number by the normal gravity value computed on the
 AH0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0478.degrees latitude (g = 980.6199 gals.).
 AH0478
 AH0478.The modeled gravity was interpolated from observed gravity values.
 AH0478
 AH0478;                    North         East    Units  Estimated Accuracy
 AH0478;SPC TX S     - 5,187,010.      366,200.      MT  (+/- 180 meters Scaled)
 AH0478
 AH0478                          SUPERSEDED SURVEY CONTROL
 AH0478
 AH0478.No superseded survey control is available for this station.
 AH0478
 AH0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR156260(NAD 83)
 AH0478_MARKER: DB = BENCH MARK DISK
 AH0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0478_STAMPING: B 179 RESET 1974
 AH0478_MARK LOGO: NGS   
 AH0478_PROJECTION: FLUSH
 AH0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0478+STABILITY: SURFACE MOTION
 AH0478
 AH0478  HISTORY     - Date     Condition        Report By
 AH0478  HISTORY     - 1974     MONUMENTED       NGS
 AH0478  HISTORY     - 1981     GOOD             NGS
 AH0478
 AH0478                          STATION DESCRIPTION
 AH0478
 AH0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0478'3.75 MI N FROM RIVIERA.
 AH0478'3.75 MILES NORTH ALONG THE MISSOURI-PACIFIC RAILROAD AND U.S. HIGHWAY
 AH0478'77 FROM THE RAILROAD DEPOT IN RIVIERA, 0.9 MILE NORTH OF THE JUNCTION
 AH0478'OF HIGHWAY 77 WITH FARM ROAD 628 LEADING EAST, ACROSS THE RAILROAD
 AH0478'EAST FROM MILEPOST 107, WEST ACROSS THE HIGHWAY FROM A SMALL REST
 AH0478'STOP, 47.5 FEET WEST OF THE CENTER OF THE HIGHWAY, 43 FEET EAST OF THE
 AH0478'EAST RAIL, 1.5 FEET SOUTH OF A 4X4 WOODEN WITNESS POST AT STATE
 AH0478'HIGHWAY BM 11, 1.2 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE
 AH0478'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 7-INCHES.
 AH0478
 AH0478                          STATION RECOVERY (1981)
 AH0478
 AH0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0478'RECOVERED THIS DATE.  NOTE-6.0 KM (3.75 MI) NORTH-NORTHWEST OF THE
 AH0478'JUNCTION OF U.S. HIGHWAY 77 NORTHBOUND AND STATE ROUTE 285 IN RIVIERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0571 ***********************************************************************
 CD0571  DESIGNATION -  B 18
 CD0571  PID         -  CD0571
 CD0571  STATE/COUNTY-  TX/HUDSPETH
 CD0571  USGS QUAD   -  LASCA (1979)
 CD0571
 CD0571                         *CURRENT SURVEY CONTROL
 CD0571  ___________________________________________________________________
 CD0571* NAD 83(1986)-  31 12 22.     (N)    105 27 04.     (W)     SCALED    
 CD0571* NAVD 88     -      1399.484  (meters)    4591.47   (feet)  ADJUSTED  
 CD0571  ___________________________________________________________________
 CD0571  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CD0571  DYNAMIC HT  -        1397.250 (meters)    4584.14  (feet)  COMP
 CD0571  MODELED GRAV-     978,995.5   (mgal)                       NAVD 88
 CD0571
 CD0571  VERT ORDER  -  FIRST     CLASS II
 CD0571
 CD0571.The horizontal coordinates were scaled from a topographic map and have
 CD0571.an estimated accuracy of +/- 6 seconds.
 CD0571
 CD0571.The orthometric height was determined by differential leveling
 CD0571.and adjusted by the National Geodetic Survey in June 1991..
 CD0571
 CD0571.The geoid height was determined by GEOID03.
 CD0571
 CD0571.The dynamic height is computed by dividing the NAVD 88
 CD0571.geopotential number by the normal gravity value computed on the
 CD0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0571.degrees latitude (g = 980.6199 gals.).
 CD0571
 CD0571.The modeled gravity was interpolated from observed gravity values.
 CD0571
 CD0571;                    North         East    Units  Estimated Accuracy
 CD0571;SPC TX C     - 3,181,870.      212,510.      MT  (+/- 180 meters Scaled)
 CD0571
 CD0571                          SUPERSEDED SURVEY CONTROL
 CD0571
 CD0571  NGVD 29 (??/??/92) 1398.893  (m)         4589.53   (f) ADJ UNCH    1 2
 CD0571
 CD0571.Superseded values are not recommended for survey control.
 CD0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0571.See file dsdata.txt to determine how the superseded data were derived.
 CD0571
 CD0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ570525(NAD 83)
 CD0571_MARKER: P = PIPE CAP
 CD0571_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0571_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0571_STAMPING: B 18 ELEV 4589.604 FT
 CD0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0571
 CD0571  HISTORY     - Date     Condition        Report By
 CD0571  HISTORY     - UNK      MONUMENTED       CGS
 CD0571  HISTORY     - 1956     GOOD             NGS
 CD0571
 CD0571                          STATION DESCRIPTION
 CD0571
 CD0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0571'6.0 MI W FROM SIERRA BLANCA.
 CD0571'6.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0571'STATION AT SIERRA BLANCA, 10 FEET SOUTHWEST OF MILEPOST 743, 39.8 FEET
 CD0571'SOUTH OF THE SOUTH RAIL, 8 FEET NORTH OF A FENCE, SCREWED ON THE TOP
 CD0571'OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0137 ***********************************************************************
 CE0137  DESIGNATION -  B 180
 CE0137  PID         -  CE0137
 CE0137  STATE/COUNTY-  TX/EL PASO
 CE0137  USGS QUAD   -  EL PASO (1997)
 CE0137
 CE0137                         *CURRENT SURVEY CONTROL
 CE0137  ___________________________________________________________________
 CE0137* NAD 83(1986)-  31 47 24.     (N)    106 23 15.     (W)     SCALED    
 CE0137* NAVD 88     -      1198.422  (meters)    3931.82   (feet)  POSTED    
 CE0137  ___________________________________________________________________
 CE0137  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CE0137  DYNAMIC HT  -        1196.590 (meters)    3925.81  (feet)  COMP
 CE0137  MODELED GRAV-     979,066.4   (mgal)                       NAVD 88
 CE0137
 CE0137  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CE0137
 CE0137.The horizontal coordinates were scaled from a topographic map and have
 CE0137.an estimated accuracy of +/- 6 seconds.
 CE0137
 CE0137.The orthometric height was determined by differential leveling
 CE0137.and adjusted by the National Geodetic Survey in 1992..
 CE0137.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CE0137.rate of 2.1 thru 3.0 mm/km.
 CE0137
 CE0137.The geoid height was determined by GEOID03.
 CE0137
 CE0137.The dynamic height is computed by dividing the NAVD 88
 CE0137.geopotential number by the normal gravity value computed on the
 CE0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0137.degrees latitude (g = 980.6199 gals.).
 CE0137
 CE0137.The modeled gravity was interpolated from observed gravity values.
 CE0137
 CE0137;                    North         East    Units  Estimated Accuracy
 CE0137;SPC TX C     - 3,250,990.      126,920.      MT  (+/- 180 meters Scaled)
 CE0137
 CE0137                          SUPERSEDED SURVEY CONTROL
 CE0137
 CE0137  NGVD 29 (??/??/92) 1197.86   (m)         3930.0    (f) COMPUTED    1 2
 CE0137
 CE0137.Superseded values are not recommended for survey control.
 CE0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0137.See file dsdata.txt to determine how the superseded data were derived.
 CE0137
 CE0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR686179(NAD 83)
 CE0137_MARKER: DB = BENCH MARK DISK
 CE0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0137_STAMPING: B 180 1933
 CE0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0137+STABILITY: SURFACE MOTION
 CE0137
 CE0137  HISTORY     - Date     Condition        Report By
 CE0137  HISTORY     - 1933     MONUMENTED       CGS
 CE0137
 CE0137                          STATION DESCRIPTION
 CE0137
 CE0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CE0137'6.7 MI E FROM EL PASO.
 CE0137'6.7 MILES EAST OF EL PASO CITY HALL ALONG HIGHWAY NO. 62 0.5 MILES
 CE0137'EAST OF FT. BLISS RR CROSSING ABOUT 50 FEET SOUTH OF CENTER LINE OF
 CE0137'ROAD IN THE LINE OF POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0697 ***********************************************************************
 CD0697  DESIGNATION -  B 181
 CD0697  PID         -  CD0697
 CD0697  STATE/COUNTY-  TX/HUDSPETH
 CD0697  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0697
 CD0697                         *CURRENT SURVEY CONTROL
 CD0697  ___________________________________________________________________
 CD0697* NAD 83(1986)-  31 48 24.     (N)    105 37 40.     (W)     SCALED    
 CD0697* NAVD 88     -      1416.407  (meters)    4647.00   (feet)  ADJUSTED  
 CD0697  ___________________________________________________________________
 CD0697  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0697  DYNAMIC HT  -        1414.213 (meters)    4639.80  (feet)  COMP
 CD0697  MODELED GRAV-     979,041.5   (mgal)                       NAVD 88
 CD0697
 CD0697  VERT ORDER  -  FIRST     CLASS II
 CD0697
 CD0697.The horizontal coordinates were scaled from a topographic map and have
 CD0697.an estimated accuracy of +/- 6 seconds.
 CD0697
 CD0697.The orthometric height was determined by differential leveling
 CD0697.and adjusted by the National Geodetic Survey in June 1991..
 CD0697
 CD0697.The geoid height was determined by GEOID03.
 CD0697
 CD0697.The dynamic height is computed by dividing the NAVD 88
 CD0697.geopotential number by the normal gravity value computed on the
 CD0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0697.degrees latitude (g = 980.6199 gals.).
 CD0697
 CD0697.The modeled gravity was interpolated from observed gravity values.
 CD0697
 CD0697;                    North         East    Units  Estimated Accuracy
 CD0697;SPC TX C     - 3,249,170.      198,860.      MT  (+/- 180 meters Scaled)
 CD0697
 CD0697                          SUPERSEDED SURVEY CONTROL
 CD0697
 CD0697  NGVD 29 (??/??/92) 1415.772  (m)         4644.91   (f) ADJ UNCH    1 2
 CD0697
 CD0697.Superseded values are not recommended for survey control.
 CD0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0697.See file dsdata.txt to determine how the superseded data were derived.
 CD0697
 CD0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR405191(NAD 83)
 CD0697_MARKER: DB = BENCH MARK DISK
 CD0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0697_SP_SET: FOUNDATION
 CD0697_STAMPING: B 181 1933
 CD0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0697
 CD0697  HISTORY     - Date     Condition        Report By
 CD0697  HISTORY     - 1933     MONUMENTED       CGS
 CD0697  HISTORY     - 1976     GOOD             USGS
 CD0697  HISTORY     - 1981     GOOD             NGS
 CD0697
 CD0697                          STATION DESCRIPTION
 CD0697
 CD0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CD0697'54.1 MI E FROM EL PASO.
 CD0697'IN HUDSPETH COUNTY, 54.1 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0697'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 70 FEET SOUTH OF THE
 CD0697'CENTERLINE OF THE HIGHWAY, AT AN AIRWAY BEACON, IN THE TOP OF THE
 CD0697'NORTHEAST CORNER OF THE CONCRETE FOUNDATION, AND 2 INCHES NORTHEAST OF
 CD0697'THE NORTHEAST ANGLE-IRON POST.  A STANDARD DISK, STAMPED B 181 1933.
 CD0697
 CD0697                          STATION RECOVERY (1976)
 CD0697
 CD0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0697'ABOUT 49.1 MILES EAST ALONG U.S. HWYS. 62 AND 180 FROM JCT. OF LOOP
 CD0697'16 AT EAST EDGE OF EL PASO, 70 FT. SOUTH OF CENTERLINE OF ROAD, 6 FT.
 CD0697'SOUTH OF FENCE AND AT THE NE COR. OF A CONCRETE ARROW. A STANDARD CAP
 CD0697'SET IN CONCRETE SLAB, STAMPED B 181 1933.
 CD0697
 CD0697                          STATION RECOVERY (1981)
 CD0697
 CD0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0697'79.5 KM (49.4 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0697'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0697'1.4 KM (0.9 MI) WEST OF A POWERLINE CROSSING, IN TOP OF THE NORTHEAST
 CD0697'CORNER OF A CONCRETE FOUNDATION OF AN OLD AIRWAY BEACON SHAPED LIKE
 CD0697'AN ARROR, 25.1 METERS (82.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CD0697'THE HIGHWAY AND 6.9 METERS (22.5 FT) WEST-NORTHWEST OF THE WEST
 CD0697'ONE OF TWO FENCE POST WITH A BRACE POST.
 CD0697'THE MARK IS 1.9 METERS  S FROM  A WITNESS POST AND FENCE
 CD0697'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0300 ***********************************************************************
 CD0300  DESIGNATION -  B 182
 CD0300  PID         -  CD0300
 CD0300  STATE/COUNTY-  TX/CULBERSON
 CD0300  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0300
 CD0300                         *CURRENT SURVEY CONTROL
 CD0300  ___________________________________________________________________
 CD0300* NAD 83(1986)-  31 48 02.     (N)    104 50 50.     (W)     SCALED    
 CD0300* NAVD 88     -      1282.017  (meters)    4206.08   (feet)  ADJUSTED  
 CD0300  ___________________________________________________________________
 CD0300  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CD0300  DYNAMIC HT  -        1280.070 (meters)    4199.70  (feet)  COMP
 CD0300  MODELED GRAV-     979,076.5   (mgal)                       NAVD 88
 CD0300
 CD0300  VERT ORDER  -  FIRST     CLASS II
 CD0300
 CD0300.The horizontal coordinates were scaled from a topographic map and have
 CD0300.an estimated accuracy of +/- 6 seconds.
 CD0300
 CD0300.The orthometric height was determined by differential leveling
 CD0300.and adjusted by the National Geodetic Survey in June 1991..
 CD0300
 CD0300.The geoid height was determined by GEOID03.
 CD0300
 CD0300.The dynamic height is computed by dividing the NAVD 88
 CD0300.geopotential number by the normal gravity value computed on the
 CD0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0300.degrees latitude (g = 980.6199 gals.).
 CD0300
 CD0300.The modeled gravity was interpolated from observed gravity values.
 CD0300
 CD0300;                    North         East    Units  Estimated Accuracy
 CD0300;SPC TX C     - 3,245,230.      272,670.      MT  (+/- 180 meters Scaled)
 CD0300
 CD0300                          SUPERSEDED SURVEY CONTROL
 CD0300
 CD0300  NGVD 29 (??/??/92) 1281.46   (m)         4204.3    (f) COMPUTED    1 2
 CD0300
 CD0300.Superseded values are not recommended for survey control.
 CD0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0300.See file dsdata.txt to determine how the superseded data were derived.
 CD0300
 CD0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER144183(NAD 83)
 CD0300_MARKER: DB = BENCH MARK DISK
 CD0300_SETTING: 66 = SET IN ROCK OUTCROP
 CD0300_SP_SET: OUTCROP
 CD0300_STAMPING: B 182 1933
 CD0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0300+STABILITY: POSITION/ELEVATION WELL
 CD0300
 CD0300  HISTORY     - Date     Condition        Report By
 CD0300  HISTORY     - 1933     MONUMENTED       CGS
 CD0300  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0300  HISTORY     - 1977     MARK NOT FOUND   NGS
 CD0300
 CD0300                          STATION DESCRIPTION
 CD0300
 CD0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0300'101.8 MI E FROM EL PASO.
 CD0300'95.0 MILES EAST OF THE JUNCTION OF LOOP 16 ON THE OLD HIGHWAY, 0.2
 CD0300'MILE WEST OF THE PRESENT ROUTE OF THE HIGHWAY, 0.4 MILE SOUTHWEST OF A
 CD0300'CATTLEGUARD, ABOUT 175 FEET SOUTHWEST OF A FILL BETWEEN THE TWO
 CD0300'ROADBEDS, AT THE INTERSECTION OF THE OLD HIGHWAY AND A TRACK ROAD, 110
 CD0300'FEET NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, 30 FEET NORTH OF
 CD0300'THE CENTERLINE OF THE EAST-AND-WEST TRACK ROAD, IN THE TOP OF A ROUND
 CD0300'OUTCROP OF WHITE SANDSTONE, AND ABOUT 4 INCHES ABOVE THE GROUND. A
 CD0300'STANDARD DISK, STAMPED B 182 1933.  NOTE-- IT IS BELIEVED TO HAVE BEEN
 CD0300'DESTROYED IN THE DIGGING OF A DITCH FOR A CABLE.
 CD0300
 CD0300                          STATION RECOVERY (1977)
 CD0300
 CD0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0300'REPORTED AS NOT RECOVERED IN 1958, NOT RECOVERED THIS DATE,
 CD0300'BELEIVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0206 ***********************************************************************
 CV0206  DESIGNATION -  B 183
 CV0206  PID         -  CV0206
 CV0206  STATE/COUNTY-  TX/GAINES
 CV0206  USGS QUAD   -  SEMINOLE (1970)
 CV0206
 CV0206                         *CURRENT SURVEY CONTROL
 CV0206  ___________________________________________________________________
 CV0206* NAD 83(1986)-  32 43 12.     (N)    102 38 43.     (W)     SCALED    
 CV0206* NAVD 88     -      1005.333  (meters)    3298.33   (feet)  ADJUSTED  
 CV0206  ___________________________________________________________________
 CV0206  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 CV0206  DYNAMIC HT  -        1003.977 (meters)    3293.88  (feet)  COMP
 CV0206  MODELED GRAV-     979,254.7   (mgal)                       NAVD 88
 CV0206
 CV0206  VERT ORDER  -  FIRST     CLASS II
 CV0206
 CV0206.The horizontal coordinates were scaled from a topographic map and have
 CV0206.an estimated accuracy of +/- 6 seconds.
 CV0206
 CV0206.The orthometric height was determined by differential leveling
 CV0206.and adjusted by the National Geodetic Survey in June 1991..
 CV0206
 CV0206.The geoid height was determined by GEOID03.
 CV0206
 CV0206.The dynamic height is computed by dividing the NAVD 88
 CV0206.geopotential number by the normal gravity value computed on the
 CV0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0206.degrees latitude (g = 980.6199 gals.).
 CV0206
 CV0206.The modeled gravity was interpolated from observed gravity values.
 CV0206
 CV0206;                    North         East    Units  Estimated Accuracy
 CV0206;SPC TXNC     - 2,124,470.      211,540.      MT  (+/- 180 meters Scaled)
 CV0206
 CV0206                          SUPERSEDED SURVEY CONTROL
 CV0206
 CV0206  NGVD 29 (??/??/92) 1005.031  (m)         3297.34   (f) ADJ UNCH    1 2
 CV0206
 CV0206.Superseded values are not recommended for survey control.
 CV0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0206.See file dsdata.txt to determine how the superseded data were derived.
 CV0206
 CV0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS206226(NAD 83)
 CV0206_MARKER: DB = BENCH MARK DISK
 CV0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0206_STAMPING: B-183 1933
 CV0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0206+STABILITY: SURFACE MOTION
 CV0206
 CV0206  HISTORY     - Date     Condition        Report By
 CV0206  HISTORY     - 1933     MONUMENTED       CGS
 CV0206  HISTORY     - 1934     GOOD             NGS
 CV0206
 CV0206                          STATION DESCRIPTION
 CV0206
 CV0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0206'IN SEMINOLE.
 CV0206'IN SEMINOLE ON HIGHWAY 137, TO SEAGRAVES, ABOUT 450 FEET NORTH OF THE
 CV0206'JUNCTION WITH HIGHWAY NO. 83, 33 FEET WEST OF THE HIGHWAY TO
 CV0206'SEAGRAVES, AND ABOUT 3 FEET EAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1117 ***********************************************************************
 CS1117  DESIGNATION -  B 184
 CS1117  PID         -  CS1117
 CS1117  STATE/COUNTY-  TX/DALLAS
 CS1117  USGS QUAD   -  GARLAND (1973)
 CS1117
 CS1117                         *CURRENT SURVEY CONTROL
 CS1117  ___________________________________________________________________
 CS1117* NAD 83(1986)-  32 54 04.     (N)    096 40 56.     (W)     SCALED    
 CS1117* NAVD 88     -       188.299  (meters)     617.78   (feet)  ADJUSTED  
 CS1117  ___________________________________________________________________
 CS1117  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CS1117  DYNAMIC HT  -         188.090 (meters)     617.09  (feet)  COMP
 CS1117  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CS1117
 CS1117  VERT ORDER  -  FIRST     CLASS II
 CS1117
 CS1117.The horizontal coordinates were scaled from a topographic map and have
 CS1117.an estimated accuracy of +/- 6 seconds.
 CS1117
 CS1117.The orthometric height was determined by differential leveling
 CS1117.and adjusted by the National Geodetic Survey in June 1991..
 CS1117
 CS1117.The geoid height was determined by GEOID03.
 CS1117
 CS1117.The dynamic height is computed by dividing the NAVD 88
 CS1117.geopotential number by the normal gravity value computed on the
 CS1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1117.degrees latitude (g = 980.6199 gals.).
 CS1117
 CS1117.The modeled gravity was interpolated from observed gravity values.
 CS1117
 CS1117;                    North         East    Units  Estimated Accuracy
 CS1117;SPC TXNC     - 2,138,360.      770,040.      MT  (+/- 180 meters Scaled)
 CS1117
 CS1117                          SUPERSEDED SURVEY CONTROL
 CS1117
 CS1117  NGVD 29 (??/??/92)  188.311  (m)          617.82   (f) ADJ UNCH    1 2
 CS1117
 CS1117.Superseded values are not recommended for survey control.
 CS1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1117.See file dsdata.txt to determine how the superseded data were derived.
 CS1117
 CS1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB167427(NAD 83)
 CS1117_MARKER: DB = BENCH MARK DISK
 CS1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1117_SP_SET: FOUNDATION
 CS1117_STAMPING: B 184 1952
 CS1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1117
 CS1117  HISTORY     - Date     Condition        Report By
 CS1117  HISTORY     - 1952     MONUMENTED       CGS
 CS1117  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1117  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1117
 CS1117                          STATION DESCRIPTION
 CS1117
 CS1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1117'3.1 MI SW FROM GARLAND.
 CS1117'2.8 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 CS1117'TEXAS FROM THE STATION AT GARLAND, THENCE 0.3 MILE SOUTH ALONG JUPITER
 CS1117'ROAD, AT THE LUSCOMBE AIRPORT, AT A WATER TOWER, 208 FEET SOUTH OF THE
 CS1117'CENTER LINE OF THE ENTRANCE ROAD, 117 FEET EAST OF THE CENTER LINE OF
 CS1117'JUPITER ROAD, 3 FEET ABOVE THE GROUND, SET IN THE TOP OF THE SOUTHEAST
 CS1117'CORNER OF THE CONCRETE FOUNDATION BLOCK FOR THE CENTER PART OF THE
 CS1117'TOWER.
 CS1117
 CS1117                          STATION RECOVERY (1986)
 CS1117
 CS1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1117'THE WATER TANK HAS BEEN REMOVED.
 CS1117
 CS1117                          STATION RECOVERY (1999)
 CS1117
 CS1117'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2527 ***********************************************************************
 CS2527  DESIGNATION -  B 184 RESET
 CS2527  PID         -  CS2527
 CS2527  STATE/COUNTY-  TX/DALLAS
 CS2527  USGS QUAD   -  GARLAND (1973)
 CS2527
 CS2527                         *CURRENT SURVEY CONTROL
 CS2527  ___________________________________________________________________
 CS2527* NAD 83(1986)-  32 54 06.     (N)    096 40 57.     (W)     SCALED    
 CS2527* NAVD 88     -       185.285  (meters)     607.89   (feet)  ADJUSTED  
 CS2527  ___________________________________________________________________
 CS2527  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CS2527  DYNAMIC HT  -         185.079 (meters)     607.21  (feet)  COMP
 CS2527  MODELED GRAV-     979,522.3   (mgal)                       NAVD 88
 CS2527
 CS2527  VERT ORDER  -  FIRST     CLASS II
 CS2527
 CS2527.The horizontal coordinates were scaled from a topographic map and have
 CS2527.an estimated accuracy of +/- 6 seconds.
 CS2527
 CS2527.The orthometric height was determined by differential leveling
 CS2527.and adjusted by the National Geodetic Survey in June 1991..
 CS2527
 CS2527.The geoid height was determined by GEOID03.
 CS2527
 CS2527.The dynamic height is computed by dividing the NAVD 88
 CS2527.geopotential number by the normal gravity value computed on the
 CS2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2527.degrees latitude (g = 980.6199 gals.).
 CS2527
 CS2527.The modeled gravity was interpolated from observed gravity values.
 CS2527
 CS2527;                    North         East    Units  Estimated Accuracy
 CS2527;SPC TXNC     - 2,138,420.      770,010.      MT  (+/- 180 meters Scaled)
 CS2527
 CS2527                          SUPERSEDED SURVEY CONTROL
 CS2527
 CS2527.No superseded survey control is available for this station.
 CS2527
 CS2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB167427(NAD 83)
 CS2527_MARKER: DB = BENCH MARK DISK
 CS2527_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CS2527_SP_SET: SIDEWALK
 CS2527_STAMPING: B 184 RESET 1977
 CS2527_MARK LOGO: NGS   
 CS2527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2527
 CS2527  HISTORY     - Date     Condition        Report By
 CS2527  HISTORY     - 1977     MONUMENTED       NGS
 CS2527  HISTORY     - 1986     GOOD             NGS
 CS2527  HISTORY     - 19991120 GOOD             USPSQD
 CS2527
 CS2527                          STATION DESCRIPTION
 CS2527
 CS2527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2527'IN GARLAND.
 CS2527'IN GARLAND, AT 1200 JUPTIER ROAD, IN THE CENTER OF THE WEST END OF A
 CS2527'SIDEWALK LEADING TO THE MAIN ENTRANCE OF THE E-SYSTEMS INCORPORATED
 CS2527'OFFICE, 29.9 M (98.1 FT) WEST OF THE CENTER OF THE ENTRANCE, 9.2 M
 CS2527'(30.2 FT) SOUTH OF THE SOUTH CURB OF A PARKING LOT, 3.8 M (12.5 FT)
 CS2527'NORTHWEST OF THE SOUTHEAST CORNER OF A SIGN, 3.5 M (11.5 FT) WEST OF
 CS2527'THE WEST EDGE OF THE SIGN, AND 2.4 M (7.9 FT) EAST OF THE WEST EDGE OF
 CS2527'THE SIDEWALK.
 CS2527'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 CS2527
 CS2527                          STATION RECOVERY (1999)
 CS2527
 CS2527'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0900 ***********************************************************************
 CR0900  DESIGNATION -  B 185
 CR0900  PID         -  CR0900
 CR0900  STATE/COUNTY-  TX/VAN ZANDT
 CR0900  USGS QUAD   -  EDGEWOOD (1981)
 CR0900
 CR0900                         *CURRENT SURVEY CONTROL
 CR0900  ___________________________________________________________________
 CR0900* NAD 83(1986)-  32 42 19.     (N)    095 58 33.     (W)     SCALED    
 CR0900* NAVD 88     -       161.651  (meters)     530.35   (feet)  ADJUSTED  
 CR0900  ___________________________________________________________________
 CR0900  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CR0900  DYNAMIC HT  -         161.468 (meters)     529.75  (feet)  COMP
 CR0900  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 CR0900
 CR0900  VERT ORDER  -  SECOND    CLASS 0
 CR0900
 CR0900.The horizontal coordinates were scaled from a topographic map and have
 CR0900.an estimated accuracy of +/- 6 seconds.
 CR0900
 CR0900.The orthometric height was determined by differential leveling
 CR0900.and adjusted by the National Geodetic Survey in June 1991..
 CR0900
 CR0900.The geoid height was determined by GEOID03.
 CR0900
 CR0900.The dynamic height is computed by dividing the NAVD 88
 CR0900.geopotential number by the normal gravity value computed on the
 CR0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0900.degrees latitude (g = 980.6199 gals.).
 CR0900
 CR0900.The modeled gravity was interpolated from observed gravity values.
 CR0900
 CR0900;                    North         East    Units  Estimated Accuracy
 CR0900;SPC TXNC     - 2,118,010.      836,620.      MT  (+/- 180 meters Scaled)
 CR0900
 CR0900                          SUPERSEDED SURVEY CONTROL
 CR0900
 CR0900  NGVD 29 (??/??/92)  161.663  (m)          530.39   (f) ADJ UNCH    2 0
 CR0900
 CR0900.Superseded values are not recommended for survey control.
 CR0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0900.See file dsdata.txt to determine how the superseded data were derived.
 CR0900
 CR0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS210225(NAD 83)
 CR0900_MARKER: DB = BENCH MARK DISK
 CR0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0900_STAMPING: B 185 1952
 CR0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0900+STABILITY: SURFACE MOTION
 CR0900
 CR0900  HISTORY     - Date     Condition        Report By
 CR0900  HISTORY     - 1952     MONUMENTED       CGS
 CR0900  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CR0900  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CR0900  HISTORY     - 19930614 MARK NOT FOUND   USPSQD
 CR0900  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0900
 CR0900                          STATION DESCRIPTION
 CR0900
 CR0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CR0900'2.05 MI E FROM WILLS POINT.
 CR0900'2.05 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CR0900'AT WILLS POINT, 0.3 MILE WEST OF AN OILED ROAD CROSSING, 5 POLES EAST
 CR0900'OF MILEPOST 165, 34 FEET NORTH OF THE NORTH RAIL, 39 FEET SOUTH OF THE
 CR0900'CENTER LINE OF A DIRT ROAD, 3 FEET NORTHEAST OF A TELEPHONE POLE, 3
 CR0900'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0900'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CR0900
 CR0900                          STATION RECOVERY (1988)
 CR0900
 CR0900'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CR0900'MARK NOT FOUND.
 CR0900
 CR0900                          STATION RECOVERY (1988)
 CR0900
 CR0900'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CR0900'MARK NOT FOUND.
 CR0900
 CR0900                          STATION RECOVERY (1993)
 CR0900
 CR0900'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0900'MARK NOT FOUND.
 CR0900
 CR0900                          STATION RECOVERY (1995)
 CR0900
 CR0900'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0321 ***********************************************************************
 DO0321  DESIGNATION -  B 186
 DO0321  PID         -  DO0321
 DO0321  STATE/COUNTY-  TX/WICHITA
 DO0321  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0321
 DO0321                         *CURRENT SURVEY CONTROL
 DO0321  ___________________________________________________________________
 DO0321* NAD 83(1986)-  33 52 59.     (N)    098 32 01.     (W)     SCALED    
 DO0321* NAVD 88     -       301.752  (meters)     990.00   (feet)  ADJUSTED  
 DO0321  ___________________________________________________________________
 DO0321  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DO0321  DYNAMIC HT  -         301.419 (meters)     988.91  (feet)  COMP
 DO0321  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 DO0321
 DO0321  VERT ORDER  -  SECOND    CLASS 0
 DO0321
 DO0321.The horizontal coordinates were scaled from a topographic map and have
 DO0321.an estimated accuracy of +/- 6 seconds.
 DO0321
 DO0321.The orthometric height was determined by differential leveling
 DO0321.and adjusted by the National Geodetic Survey in June 1991..
 DO0321.WARNING-Repeat measurements at this control monument indicate possible
 DO0321.vertical movement.
 DO0321
 DO0321.The geoid height was determined by GEOID03.
 DO0321
 DO0321.The dynamic height is computed by dividing the NAVD 88
 DO0321.geopotential number by the normal gravity value computed on the
 DO0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0321.degrees latitude (g = 980.6199 gals.).
 DO0321
 DO0321.The modeled gravity was interpolated from observed gravity values.
 DO0321
 DO0321;                    North         East    Units  Estimated Accuracy
 DO0321;SPC TXNC     - 2,245,790.      596,890.      MT  (+/- 180 meters Scaled)
 DO0321
 DO0321                          SUPERSEDED SURVEY CONTROL
 DO0321
 DO0321  NGVD 29 (??/??/92)  301.667  (m)          989.72   (f) ADJ UNCH    2 0
 DO0321
 DO0321.Superseded values are not recommended for survey control.
 DO0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0321.See file dsdata.txt to determine how the superseded data were derived.
 DO0321
 DO0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC431492(NAD 83)
 DO0321_MARKER: DB = BENCH MARK DISK
 DO0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0321_STAMPING: B-186 1933
 DO0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0321+STABILITY: SURFACE MOTION
 DO0321
 DO0321  HISTORY     - Date     Condition        Report By
 DO0321  HISTORY     - 1933     MONUMENTED       CGS
 DO0321  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0321  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0321
 DO0321                          STATION DESCRIPTION
 DO0321
 DO0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0321'4.2 MI SW FROM WICHITA FALLS.
 DO0321'AT JUNCTION OF W.F. AND S. R. R. WITH M. K. AND T. R. R. 61 FEET NORTH
 DO0321'OF CENTER OF W.F. AND S. TRACK, 150 FEET WEST OF CROSSING OF TRACKS,
 DO0321'700 FEET WEST OF CENTER OF STATE HIGHWAY NO. 79.
 DO0321
 DO0321                          STATION RECOVERY (1957)
 DO0321
 DO0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0321'MARK NOT FOUND.
 DO0321
 DO0321                          STATION RECOVERY (2001)
 DO0321
 DO0321'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0270 ***********************************************************************
 DO0270  DESIGNATION -  B 187
 DO0270  PID         -  DO0270
 DO0270  STATE/COUNTY-  TX/BAYLOR
 DO0270  USGS QUAD   -  MEGARGEL (1963)
 DO0270
 DO0270                         *CURRENT SURVEY CONTROL
 DO0270  ___________________________________________________________________
 DO0270* NAD 83(1986)-  33 27 31.     (N)    098 57 22.     (W)     SCALED    
 DO0270* NAVD 88     -       387.225  (meters)    1270.42   (feet)  ADJUSTED  
 DO0270  ___________________________________________________________________
 DO0270  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DO0270  DYNAMIC HT  -         386.776 (meters)    1268.95  (feet)  COMP
 DO0270  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 DO0270
 DO0270  VERT ORDER  -  SECOND    CLASS 0
 DO0270
 DO0270.The horizontal coordinates were scaled from a topographic map and have
 DO0270.an estimated accuracy of +/- 6 seconds.
 DO0270
 DO0270.The orthometric height was determined by differential leveling
 DO0270.and adjusted by the National Geodetic Survey in June 1991..
 DO0270
 DO0270.The geoid height was determined by GEOID03.
 DO0270
 DO0270.The dynamic height is computed by dividing the NAVD 88
 DO0270.geopotential number by the normal gravity value computed on the
 DO0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0270.degrees latitude (g = 980.6199 gals.).
 DO0270
 DO0270.The modeled gravity was interpolated from observed gravity values.
 DO0270
 DO0270;                    North         East    Units  Estimated Accuracy
 DO0270;SPC TXNC     - 2,198,800.      557,600.      MT  (+/- 180 meters Scaled)
 DO0270
 DO0270                          SUPERSEDED SURVEY CONTROL
 DO0270
 DO0270  NGVD 29 (??/??/92)  387.110  (m)         1270.04   (f) ADJ UNCH    2 0
 DO0270
 DO0270.Superseded values are not recommended for survey control.
 DO0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0270.See file dsdata.txt to determine how the superseded data were derived.
 DO0270
 DO0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC040021(NAD 83)
 DO0270_MARKER: DB = BENCH MARK DISK
 DO0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0270_SP_SET: MONUMENT
 DO0270_STAMPING: B-187 1933
 DO0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0270
 DO0270  HISTORY     - Date     Condition        Report By
 DO0270  HISTORY     - 1933     MONUMENTED       CGS
 DO0270  HISTORY     - 1963     MARK NOT FOUND   USGS
 DO0270  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0270  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0270
 DO0270                          STATION DESCRIPTION
 DO0270
 DO0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0270'1.9 MI W FROM MEGARGEL.
 DO0270'1.9 MILES WEST OF, ALONG ST LOUIS, SAN FRANCISCO AND TEXAS R.R. 120
 DO0270'FEET SOUTH OF MILE POST 54, 48 FEET SOUTH OF MILE POST, 1 1/2 FEET
 DO0270'NORTH OF RIGHT OF WAY FENCE.
 DO0270
 DO0270                          STATION RECOVERY (1963)
 DO0270
 DO0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DO0270'MARK NOT FOUND.
 DO0270
 DO0270                          STATION RECOVERY (2001)
 DO0270
 DO0270'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0270'MARK NOT FOUND.
 DO0270
 DO0270                          STATION RECOVERY (2005)
 DO0270
 DO0270'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0595 ***********************************************************************
 DO0595  DESIGNATION -  B 188
 DO0595  PID         -  DO0595
 DO0595  STATE/COUNTY-  TX/KNOX
 DO0595  USGS QUAD   -  RHINELAND (1967)
 DO0595
 DO0595                         *CURRENT SURVEY CONTROL
 DO0595  ___________________________________________________________________
 DO0595* NAD 83(1986)-  33 35 25.     (N)    099 43 28.     (W)     SCALED    
 DO0595* NAVD 88     -       460.491  (meters)    1510.79   (feet)  ADJUSTED  
 DO0595  ___________________________________________________________________
 DO0595  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DO0595  DYNAMIC HT  -         459.954 (meters)    1509.03  (feet)  COMP
 DO0595  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 DO0595
 DO0595  VERT ORDER  -  SECOND    CLASS 0
 DO0595
 DO0595.The horizontal coordinates were scaled from a topographic map and have
 DO0595.an estimated accuracy of +/- 6 seconds.
 DO0595
 DO0595.The orthometric height was determined by differential leveling
 DO0595.and adjusted by the National Geodetic Survey in June 1991..
 DO0595
 DO0595.The geoid height was determined by GEOID03.
 DO0595
 DO0595.The dynamic height is computed by dividing the NAVD 88
 DO0595.geopotential number by the normal gravity value computed on the
 DO0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0595.degrees latitude (g = 980.6199 gals.).
 DO0595
 DO0595.The modeled gravity was interpolated from observed gravity values.
 DO0595
 DO0595;                    North         East    Units  Estimated Accuracy
 DO0595;SPC TXNC     - 2,213,980.      486,350.      MT  (+/- 180 meters Scaled)
 DO0595
 DO0595                          SUPERSEDED SURVEY CONTROL
 DO0595
 DO0595  NGVD 29 (??/??/92)  460.344  (m)         1510.31   (f) ADJ UNCH    2 0
 DO0595
 DO0595.Superseded values are not recommended for survey control.
 DO0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0595.See file dsdata.txt to determine how the superseded data were derived.
 DO0595
 DO0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC327169(NAD 83)
 DO0595_MARKER: DB = BENCH MARK DISK
 DO0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0595_STAMPING: B-188 1933
 DO0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0595+STABILITY: SURFACE MOTION
 DO0595
 DO0595  HISTORY     - Date     Condition        Report By
 DO0595  HISTORY     - 1933     MONUMENTED       CGS
 DO0595  HISTORY     - 1958     GOOD             NGS
 DO0595
 DO0595                          STATION DESCRIPTION
 DO0595
 DO0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0595'3.6 MI E FROM BENJAMIN.
 DO0595'3.6 MILES EAST OF, ALONG HIGHWAY 24, 66 FEET NORTH OF CENTER OF
 DO0595'HIGHWAY.
 DO0595
 DO0595                          STATION RECOVERY (1958)
 DO0595
 DO0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DO0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0241 ***********************************************************************
 DO0241  DESIGNATION -  B 189
 DO0241  PID         -  DO0241
 DO0241  STATE/COUNTY-  TX/YOUNG
 DO0241  USGS QUAD   -  OLNEY (1981)
 DO0241
 DO0241                         *CURRENT SURVEY CONTROL
 DO0241  ___________________________________________________________________
 DO0241* NAD 83(1986)-  33 15 27.     (N)    098 45 30.     (W)     SCALED    
 DO0241* NAVD 88     -       352.733  (meters)    1157.26   (feet)  ADJUSTED  
 DO0241  ___________________________________________________________________
 DO0241  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DO0241  DYNAMIC HT  -         352.318 (meters)    1155.90  (feet)  COMP
 DO0241  MODELED GRAV-     979,450.7   (mgal)                       NAVD 88
 DO0241
 DO0241  VERT ORDER  -  SECOND    CLASS 0
 DO0241
 DO0241.The horizontal coordinates were scaled from a topographic map and have
 DO0241.an estimated accuracy of +/- 6 seconds.
 DO0241
 DO0241.The orthometric height was determined by differential leveling
 DO0241.and adjusted by the National Geodetic Survey in June 1991..
 DO0241.WARNING-Repeat measurements at this control monument indicate possible
 DO0241.vertical movement.
 DO0241
 DO0241.The geoid height was determined by GEOID03.
 DO0241
 DO0241.The dynamic height is computed by dividing the NAVD 88
 DO0241.geopotential number by the normal gravity value computed on the
 DO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0241.degrees latitude (g = 980.6199 gals.).
 DO0241
 DO0241.The modeled gravity was interpolated from observed gravity values.
 DO0241
 DO0241;                    North         East    Units  Estimated Accuracy
 DO0241;SPC TXNC     - 2,176,440.      575,930.      MT  (+/- 180 meters Scaled)
 DO0241
 DO0241                          SUPERSEDED SURVEY CONTROL
 DO0241
 DO0241  NGVD 29 (??/??/92)  352.646  (m)         1156.97   (f) ADJ UNCH    2 0
 DO0241
 DO0241.Superseded values are not recommended for survey control.
 DO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0241.See file dsdata.txt to determine how the superseded data were derived.
 DO0241
 DO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB225798(NAD 83)
 DO0241_MARKER: DB = BENCH MARK DISK
 DO0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0241_SP_SET: MONUMENT
 DO0241_STAMPING: B-189 1933
 DO0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0241
 DO0241  HISTORY     - Date     Condition        Report By
 DO0241  HISTORY     - 1933     MONUMENTED       CGS
 DO0241  HISTORY     - 1957     GOOD             NGS
 DO0241  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0241  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0241
 DO0241                          STATION DESCRIPTION
 DO0241
 DO0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0241'2.5 MI S FROM ORTH.
 DO0241'2.5 MILES SOUTH OF, ALONG W.F. AND S.R.R. 0.4 MILES SOUTH OF MILE POST
 DO0241'51 AND 0.1 MILE SOUTH OF SMALL CREEK. 54 FEET WEST OF CENTER OF TRACK.
 DO0241
 DO0241                          STATION RECOVERY (1957)
 DO0241
 DO0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0241'RECOVERED IN GOOD CONDITION.
 DO0241
 DO0241                          STATION RECOVERY (2001)
 DO0241
 DO0241'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0241'MARK NOT FOUND.
 DO0241
 DO0241                          STATION RECOVERY (2005)
 DO0241
 DO0241'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0035 ***********************************************************************
 CE0035  DESIGNATION -  B 19
 CE0035  PID         -  CE0035
 CE0035  STATE/COUNTY-  TX/EL PASO
 CE0035  USGS QUAD   -  YSLETA (1994)
 CE0035
 CE0035                         *CURRENT SURVEY CONTROL
 CE0035  ___________________________________________________________________
 CE0035* NAD 83(1986)-  31 43 55.     (N)    106 21 47.     (W)     SCALED    
 CE0035* NAVD 88     -      1123.043  (meters)    3684.52   (feet)  POSTED    
 CE0035  ___________________________________________________________________
 CE0035  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0035  DYNAMIC HT  -        1121.330 (meters)    3678.90  (feet)  COMP
 CE0035  MODELED GRAV-     979,080.5   (mgal)                       NAVD 88
 CE0035
 CE0035  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CE0035
 CE0035.The horizontal coordinates were scaled from a topographic map and have
 CE0035.an estimated accuracy of +/- 6 seconds.
 CE0035
 CE0035.The orthometric height was determined by differential leveling
 CE0035.and adjusted by the National Geodetic Survey in 1992..
 CE0035.No vertical observational check was made to the station.
 CE0035.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CE0035.was located on a no-check spur therefore a value was not computed.
 CE0035
 CE0035.The geoid height was determined by GEOID03.
 CE0035
 CE0035.The dynamic height is computed by dividing the NAVD 88
 CE0035.geopotential number by the normal gravity value computed on the
 CE0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0035.degrees latitude (g = 980.6199 gals.).
 CE0035
 CE0035.The modeled gravity was interpolated from observed gravity values.
 CE0035
 CE0035;                    North         East    Units  Estimated Accuracy
 CE0035;SPC TX C     - 3,244,440.      128,880.      MT  (+/- 180 meters Scaled)
 CE0035
 CE0035                          SUPERSEDED SURVEY CONTROL
 CE0035
 CE0035  NGVD 29 (??/??/92) 1122.515  (m)         3682.78   (f) ADJ UNCH    1 2
 CE0035
 CE0035.Superseded values are not recommended for survey control.
 CE0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0035.See file dsdata.txt to determine how the superseded data were derived.
 CE0035
 CE0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR708115(NAD 83)
 CE0035_MARKER: P = PIPE CAP
 CE0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0035_SP_SET: IRON PIPE
 CE0035_STAMPING: B 19 ELEV 3682.785 FT
 CE0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0035
 CE0035  HISTORY     - Date     Condition        Report By
 CE0035  HISTORY     - UNK      MONUMENTED       CGS
 CE0035  HISTORY     - 1956     MARK NOT FOUND   NGS
 CE0035
 CE0035                          STATION DESCRIPTION
 CE0035
 CE0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0035'3.0 MI W FROM YSLETA.
 CE0035'3.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM YSLETA,
 CE0035'EL PASO COUNTY, 19 FEET SOUTH OF MILEPOST 820, AT A DIRT-ROAD
 CE0035'CROSSING, 35 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, AND 35
 CE0035'FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRACK, A STANDARD CAP,
 CE0035'STAMPED ELEV 3682.785 FT B 19 IN. IRON PIPE PROJECTING 7 INCHES ABOVE
 CE0035'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0213 ***********************************************************************
 DO0213  DESIGNATION -  B 190
 DO0213  PID         -  DO0213
 DO0213  STATE/COUNTY-  TX/JACK
 DO0213  USGS QUAD   -  JACKSBORO (1982)
 DO0213
 DO0213                         *CURRENT SURVEY CONTROL
 DO0213  ___________________________________________________________________
 DO0213* NAD 83(1986)-  33 10 54.     (N)    098 07 58.     (W)     SCALED    
 DO0213* NAVD 88     -       364.779  (meters)    1196.78   (feet)  ADJUSTED  
 DO0213  ___________________________________________________________________
 DO0213  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DO0213  DYNAMIC HT  -         364.358 (meters)    1195.40  (feet)  COMP
 DO0213  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 DO0213
 DO0213  VERT ORDER  -  SECOND    CLASS 0
 DO0213
 DO0213.The horizontal coordinates were scaled from a topographic map and have
 DO0213.an estimated accuracy of +/- 6 seconds.
 DO0213
 DO0213.The orthometric height was determined by differential leveling
 DO0213.and adjusted by the National Geodetic Survey in June 1991..
 DO0213
 DO0213.The geoid height was determined by GEOID03.
 DO0213
 DO0213.The dynamic height is computed by dividing the NAVD 88
 DO0213.geopotential number by the normal gravity value computed on the
 DO0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0213.degrees latitude (g = 980.6199 gals.).
 DO0213
 DO0213.The modeled gravity was interpolated from observed gravity values.
 DO0213
 DO0213;                    North         East    Units  Estimated Accuracy
 DO0213;SPC TXNC     - 2,168,060.      634,240.      MT  (+/- 180 meters Scaled)
 DO0213
 DO0213                          SUPERSEDED SURVEY CONTROL
 DO0213
 DO0213  NGVD 29 (??/??/92)  364.70   (m)         1196.5    (f) COMPUTED    2 0
 DO0213
 DO0213.Superseded values are not recommended for survey control.
 DO0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0213.See file dsdata.txt to determine how the superseded data were derived.
 DO0213
 DO0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB808717(NAD 83)
 DO0213_MARKER: DB = BENCH MARK DISK
 DO0213_SETTING: 66 = SET IN ROCK OUTCROP
 DO0213_SP_SET: LEDGE
 DO0213_STAMPING: B 190 1933 1196.526
 DO0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0213+STABILITY: POSITION/ELEVATION WELL
 DO0213
 DO0213  HISTORY     - Date     Condition        Report By
 DO0213  HISTORY     - 1933     MONUMENTED       CGS
 DO0213  HISTORY     - 1961     GOOD             NGS
 DO0213
 DO0213                          STATION DESCRIPTION
 DO0213
 DO0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0213'3.3 MI SE FROM JACKSBORO.
 DO0213'ABOUT 0.45 MILE SOUTH ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY 199
 DO0213'FROM THE COURTHOUSE AT JACKSBORO, THENCE 0.1 MILE WEST ALONG SEWELL
 DO0213'STREET, THENCE 0.3 MILE SOUTHWEST ALONG DEPOT STREET TO THE ROCK
 DO0213'ISLAND RAILROAD STATION, THENCE 2.45 MILES SOUTHEAST ALONG THE
 DO0213'RAILROAD, OR 2.8 MILES SOUTHEAST ALONG U. S. HIGHWAY 281 AND STATE
 DO0213'HIGHWAY 199 FROM THE COURTHOUSE AT JACKSBORO, THENCE 0.5 MILE SOUTH
 DO0213'ALONG A PRIVATE ROAD THROUGH THE MCCLURE RANCH TO THE ROCK ISLAND
 DO0213'RAILROAD, 200 FEET WEST OF A PRIVATE ROAD CROSSING, 35 FEET NORTHEAST
 DO0213'OF THE FIRST POLE EAST OF MILEPOST 27, 19 FEET SOUTH OF THE SOUTH
 DO0213'RAIL, SET IN THE TOP OF A ROCK LEDGE ON THE SOUTH BANK OF A SMALL CUT,
 DO0213'64 FEET NORTHEAST OF A FENCE CORNER, 29 FEET NORTH OF A FENCE, ABOUT 4
 DO0213'FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0602 ***********************************************************************
 DN0602  DESIGNATION -  B 191
 DN0602  PID         -  DN0602
 DN0602  STATE/COUNTY-  TX/WISE
 DN0602  USGS QUAD   -  RHOME (1972)
 DN0602
 DN0602                         *CURRENT SURVEY CONTROL
 DN0602  ___________________________________________________________________
 DN0602* NAD 83(1986)-  33 04 18.     (N)    097 28 21.     (W)     SCALED    
 DN0602* NAVD 88     -       292.768  (meters)     960.52   (feet)  ADJUSTED  
 DN0602  ___________________________________________________________________
 DN0602  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DN0602  DYNAMIC HT  -         292.423 (meters)     959.39  (feet)  COMP
 DN0602  MODELED GRAV-     979,450.6   (mgal)                       NAVD 88
 DN0602
 DN0602  VERT ORDER  -  FIRST     CLASS II
 DN0602
 DN0602.The horizontal coordinates were scaled from a topographic map and have
 DN0602.an estimated accuracy of +/- 6 seconds.
 DN0602
 DN0602.The orthometric height was determined by differential leveling
 DN0602.and adjusted by the National Geodetic Survey in June 1991..
 DN0602.WARNING-Repeat measurements at this control monument indicate possible
 DN0602.vertical movement.
 DN0602
 DN0602.The geoid height was determined by GEOID03.
 DN0602
 DN0602.The dynamic height is computed by dividing the NAVD 88
 DN0602.geopotential number by the normal gravity value computed on the
 DN0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0602.degrees latitude (g = 980.6199 gals.).
 DN0602
 DN0602.The modeled gravity was interpolated from observed gravity values.
 DN0602
 DN0602;                    North         East    Units  Estimated Accuracy
 DN0602;SPC TXNC     - 2,156,270.      695,930.      MT  (+/- 180 meters Scaled)
 DN0602
 DN0602                          SUPERSEDED SURVEY CONTROL
 DN0602
 DN0602  NGVD 29 (??/??/92)  292.700  (m)          960.30   (f) ADJ UNCH    1 2
 DN0602
 DN0602.Superseded values are not recommended for survey control.
 DN0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0602.See file dsdata.txt to determine how the superseded data were derived.
 DN0602
 DN0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB425602(NAD 83)
 DN0602_MARKER: DB = BENCH MARK DISK
 DN0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0602_SP_SET: CULVERT
 DN0602_STAMPING: B 191 1933 960.201
 DN0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0602
 DN0602  HISTORY     - Date     Condition        Report By
 DN0602  HISTORY     - 1933     MONUMENTED       CGS
 DN0602  HISTORY     - 1952     GOOD             NGS
 DN0602  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0602  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0602
 DN0602                          STATION DESCRIPTION
 DN0602
 DN0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0602'1.25 MI N FROM RHOME.
 DN0602'1.25 MILES NORTH ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0602'THE STATION AT RHOME, 9 FEET WEST OF THE WEST RAIL, 2 FEET BELOW THE
 DN0602'TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL
 DN0602'OF CONCRETE CULVERT 26-60.
 DN0602
 DN0602                          STATION RECOVERY (1984)
 DN0602
 DN0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0602'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
 DN0602
 DN0602                          STATION RECOVERY (1997)
 DN0602
 DN0602'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0530 ***********************************************************************
 DO0530  DESIGNATION -  B 193
 DO0530  PID         -  DO0530
 DO0530  STATE/COUNTY-  TX/HASKELL
 DO0530  USGS QUAD   -  SAGERTON (1964)
 DO0530
 DO0530                         *CURRENT SURVEY CONTROL
 DO0530  ___________________________________________________________________
 DO0530* NAD 83(1986)-  33 02 36.     (N)    099 55 56.     (W)     SCALED    
 DO0530* NAVD 88     -       481.942  (meters)    1581.17   (feet)  ADJUSTED  
 DO0530  ___________________________________________________________________
 DO0530  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DO0530  DYNAMIC HT  -         481.332 (meters)    1579.17  (feet)  COMP
 DO0530  MODELED GRAV-     979,358.2   (mgal)                       NAVD 88
 DO0530
 DO0530  VERT ORDER  -  SECOND    CLASS 0
 DO0530
 DO0530.The horizontal coordinates were scaled from a topographic map and have
 DO0530.an estimated accuracy of +/- 6 seconds.
 DO0530
 DO0530.The orthometric height was determined by differential leveling
 DO0530.and adjusted by the National Geodetic Survey in June 1991..
 DO0530
 DO0530.The geoid height was determined by GEOID03.
 DO0530
 DO0530.The dynamic height is computed by dividing the NAVD 88
 DO0530.geopotential number by the normal gravity value computed on the
 DO0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0530.degrees latitude (g = 980.6199 gals.).
 DO0530
 DO0530.The modeled gravity was interpolated from observed gravity values.
 DO0530
 DO0530;                    North         East    Units  Estimated Accuracy
 DO0530;SPC TXNC     - 2,153,570.      466,240.      MT  (+/- 180 meters Scaled)
 DO0530
 DO0530                          SUPERSEDED SURVEY CONTROL
 DO0530
 DO0530  NGVD 29 (??/??/92)  481.760  (m)         1580.57   (f) ADJ UNCH    2 0
 DO0530
 DO0530.Superseded values are not recommended for survey control.
 DO0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0530.See file dsdata.txt to determine how the superseded data were derived.
 DO0530
 DO0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB129564(NAD 83)
 DO0530_MARKER: DB = BENCH MARK DISK
 DO0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0530_STAMPING: B 193 1933
 DO0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0530+STABILITY: SURFACE MOTION
 DO0530
 DO0530  HISTORY     - Date     Condition        Report By
 DO0530  HISTORY     - 1933     MONUMENTED       CGS
 DO0530  HISTORY     - 1958     GOOD             NGS
 DO0530  HISTORY     - 1978     GOOD             DOD
 DO0530
 DO0530                          STATION DESCRIPTION
 DO0530
 DO0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0530'2.8 MI SE FROM SAGERTON.
 DO0530'2.8 MILES SOUTHEAST ALONG THE WICHITA VALLEY RAILWAY FROM SAGERTON,
 DO0530'HASKELL COUNTY, AT MILEPOST B 124, 75 FEET NORTH OF THE CENTER LINE OF
 DO0530'THE TRACK, 25 EAST OF A ROAD CROSSING, AND 6 FEET NORTH OF THE
 DO0530'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 193 1933 AND SET IN
 DO0530'THE TOP OF A CONCRETE POST.  NOTE-- MARK RECOVERED 50 FEET NORTHEAST
 DO0530'OF THE CENTERLINE OF THE TRACK AND 25 FEET SOUTH OF THE CENTERLINE OF
 DO0530'A ROAD.
 DO0530
 DO0530                          STATION RECOVERY (1978)
 DO0530
 DO0530'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 DO0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0234 ***********************************************************************
 CT0234  DESIGNATION -  B 194
 CT0234  PID         -  CT0234
 CT0234  STATE/COUNTY-  TX/COMANCHE
 CT0234  USGS QUAD   -  DE LEON (1969)
 CT0234
 CT0234                         *CURRENT SURVEY CONTROL
 CT0234  ___________________________________________________________________
 CT0234* NAD 83(1986)-  32 06 25.     (N)    098 31 12.     (W)     SCALED    
 CT0234* NAVD 88     -       376.371  (meters)    1234.81   (feet)  ADJUSTED  
 CT0234  ___________________________________________________________________
 CT0234  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CT0234  DYNAMIC HT  -         375.892 (meters)    1233.24  (feet)  COMP
 CT0234  MODELED GRAV-     979,354.9   (mgal)                       NAVD 88
 CT0234
 CT0234  VERT ORDER  -  SECOND    CLASS 0
 CT0234
 CT0234.The horizontal coordinates were scaled from a topographic map and have
 CT0234.an estimated accuracy of +/- 6 seconds.
 CT0234
 CT0234.The orthometric height was determined by differential leveling
 CT0234.and adjusted by the National Geodetic Survey in June 1991..
 CT0234
 CT0234.The geoid height was determined by GEOID03.
 CT0234
 CT0234.The dynamic height is computed by dividing the NAVD 88
 CT0234.geopotential number by the normal gravity value computed on the
 CT0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0234.degrees latitude (g = 980.6199 gals.).
 CT0234
 CT0234.The modeled gravity was interpolated from observed gravity values.
 CT0234
 CT0234;                    North         East    Units  Estimated Accuracy
 CT0234;SPC TX C     - 3,271,930.      871,150.      MT  (+/- 180 meters Scaled)
 CT0234
 CT0234                          SUPERSEDED SURVEY CONTROL
 CT0234
 CT0234  NGVD 29 (??/??/92)  376.282  (m)         1234.52   (f) ADJ UNCH    2 0
 CT0234
 CT0234.Superseded values are not recommended for survey control.
 CT0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0234.See file dsdata.txt to determine how the superseded data were derived.
 CT0234
 CT0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA452523(NAD 83)
 CT0234_MARKER: DB = BENCH MARK DISK
 CT0234_SETTING: 80 = SET IN A BOULDER
 CT0234_SP_SET: BOULDER
 CT0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0234+STABILITY: SURFACE MOTION
 CT0234
 CT0234  HISTORY     - Date     Condition        Report By
 CT0234  HISTORY     - UNK      MONUMENTED       CGS
 CT0234  HISTORY     - 1933     GOOD             NGS
 CT0234
 CT0234                          STATION DESCRIPTION
 CT0234
 CT0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0234'1.1 MI E FROM DELEON.
 CT0234'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD, 4 POLES WEST OF
 CT0234'MILEPOST 118, 120 FEET SOUTH OF CENTER OF TRACK, IN SANDSTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1043 ***********************************************************************
 BZ1043  DESIGNATION -  B 195
 BZ1043  PID         -  BZ1043
 BZ1043  STATE/COUNTY-  TX/BOSQUE
 BZ1043  USGS QUAD   -  IREDELL (1979)
 BZ1043
 BZ1043                         *CURRENT SURVEY CONTROL
 BZ1043  ___________________________________________________________________
 BZ1043* NAD 83(1986)-  31 59 51.     (N)    097 49 15.     (W)     SCALED    
 BZ1043* NAVD 88     -       258.314  (meters)     847.49   (feet)  ADJUSTED  
 BZ1043  ___________________________________________________________________
 BZ1043  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BZ1043  DYNAMIC HT  -         257.992 (meters)     846.43  (feet)  COMP
 BZ1043  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 BZ1043
 BZ1043  VERT ORDER  -  SECOND    CLASS 0
 BZ1043
 BZ1043.The horizontal coordinates were scaled from a topographic map and have
 BZ1043.an estimated accuracy of +/- 6 seconds.
 BZ1043
 BZ1043.The orthometric height was determined by differential leveling
 BZ1043.and adjusted by the National Geodetic Survey in June 1991..
 BZ1043
 BZ1043.The geoid height was determined by GEOID03.
 BZ1043
 BZ1043.The dynamic height is computed by dividing the NAVD 88
 BZ1043.geopotential number by the normal gravity value computed on the
 BZ1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1043.degrees latitude (g = 980.6199 gals.).
 BZ1043
 BZ1043.The modeled gravity was interpolated from observed gravity values.
 BZ1043
 BZ1043;                    North         East    Units  Estimated Accuracy
 BZ1043;SPC TX C     - 3,261,080.      937,410.      MT  (+/- 180 meters Scaled)
 BZ1043
 BZ1043                          SUPERSEDED SURVEY CONTROL
 BZ1043
 BZ1043  NGVD 29 (??/??/92)  258.260  (m)          847.31   (f) ADJ UNCH    2 0
 BZ1043
 BZ1043.Superseded values are not recommended for survey control.
 BZ1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1043.See file dsdata.txt to determine how the superseded data were derived.
 BZ1043
 BZ1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA113407(NAD 83)
 BZ1043_MARKER: DB = BENCH MARK DISK
 BZ1043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1043_SP_SET: ABUTMENT
 BZ1043_STAMPING: B 195 1933 847.308
 BZ1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1043
 BZ1043  HISTORY     - Date     Condition        Report By
 BZ1043  HISTORY     - 1933     MONUMENTED       CGS
 BZ1043  HISTORY     - 1951     GOOD             NGS
 BZ1043  HISTORY     - 20010317 GOOD             USPSQD
 BZ1043
 BZ1043                          STATION DESCRIPTION
 BZ1043
 BZ1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ1043'03.2 MI E FROM IREDELL.
 BZ1043'ABOUT 03.2 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 BZ1043'IREDELL, BOSQUE COUNTY, AT BRIDGE 70.2, AND IN THE TOP OF THE
 BZ1043'SOUTHWEST CORNER OF THE CONCRETE ABUTMENT.  A STANDARD DISK STAMPED B
 BZ1043'195 1933 847.308.  NOTE-- THIS BRIDGE NUMBER IS BASED ON THE ORIGINAL
 BZ1043'MILEAGE.  IT WILL BE CHANGED WHEN THE ROUTE AROUND LAKE WHITNEY IS
 BZ1043'COMPLETED.
 BZ1043
 BZ1043                          STATION RECOVERY (2001)
 BZ1043
 BZ1043'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0487 ***********************************************************************
 BM0487  DESIGNATION -  B 196
 BM0487  PID         -  BM0487
 BM0487  STATE/COUNTY-  TX/WILLIAMSON
 BM0487  USGS QUAD   -  COUPLAND (1982)
 BM0487
 BM0487                         *CURRENT SURVEY CONTROL
 BM0487  ___________________________________________________________________
 BM0487* NAD 83(1986)-  30 26 25.     (N)    097 23 06.     (W)     SCALED    
 BM0487* NAVD 88     -       166.39   (+/-2cm)     545.9    (feet)  VERTCON   
 BM0487  ___________________________________________________________________
 BM0487  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BM0487
 BM0487  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0487
 BM0487.The horizontal coordinates were scaled from a topographic map and have
 BM0487.an estimated accuracy of +/- 6 seconds.
 BM0487
 BM0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0487.The vertical order pertains to the NGVD 29 superseded value.
 BM0487
 BM0487.The geoid height was determined by GEOID03.
 BM0487
 BM0487;                    North         East    Units  Estimated Accuracy
 BM0487;SPC TX C     - 3,089,510.      983,160.      MT  (+/- 180 meters Scaled)
 BM0487
 BM0487                          SUPERSEDED SURVEY CONTROL
 BM0487
 BM0487  NGVD 29 (??/??/92)  166.314  (m)          545.65   (f) ADJ UNCH    1 2
 BM0487
 BM0487.Superseded values are not recommended for survey control.
 BM0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0487.See file dsdata.txt to determine how the superseded data were derived.
 BM0487
 BM0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU550686(NAD 83)
 BM0487_MARKER: DB = BENCH MARK DISK
 BM0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0487_SP_SET: ABUTMENT
 BM0487_STAMPING: B-196 1933
 BM0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0487
 BM0487  HISTORY     - Date     Condition        Report By
 BM0487  HISTORY     - 1933     MONUMENTED       CGS
 BM0487  HISTORY     - 1976     MARK NOT FOUND   USGS
 BM0487  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0487
 BM0487                          STATION DESCRIPTION
 BM0487
 BM0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0487'1.4 MI S FROM COPELAND.
 BM0487'1.4 MILES SOUTH OF, ALONG M. K. T. RAILROAD AT CONCRETE RAILROAD
 BM0487'CULVERT, SET HORIZONTAL IN TOP OF CONCRETE ABUTMENT, 13 FEET WEST OF
 BM0487'CENTER OF TRACK, ABOUT 6 FEET BELOW LEVEL OF TRACK, SET IN NORTH END
 BM0487'OF ABUTMENT.
 BM0487
 BM0487                          STATION RECOVERY (1976)
 BM0487
 BM0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BM0487'MARK NOT FOUND.
 BM0487
 BM0487                          STATION RECOVERY (2004)
 BM0487
 BM0487'RECOVERY NOTE BY US POWER SQUADRON 2004 (AH)
 BM0487'TIMBERS HAVE BEEN PLACED OVER LOCATION OF DISC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0268 ***********************************************************************
 BM0268  DESIGNATION -  B 197
 BM0268  PID         -  BM0268
 BM0268  STATE/COUNTY-  TX/MILAM
 BM0268  USGS QUAD   -  MILANO (1989)
 BM0268
 BM0268                         *CURRENT SURVEY CONTROL
 BM0268  ___________________________________________________________________
 BM0268* NAD 83(1986)-  30 42 24.     (N)    096 51 52.     (W)     SCALED    
 BM0268* NAVD 88     -       150.79   (+/-2cm)     494.7    (feet)  VERTCON   
 BM0268  ___________________________________________________________________
 BM0268  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0268
 BM0268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0268
 BM0268.The horizontal coordinates were scaled from a topographic map and have
 BM0268.an estimated accuracy of +/- 6 seconds.
 BM0268
 BM0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0268.The vertical order pertains to the NGVD 29 superseded value.
 BM0268
 BM0268.The geoid height was determined by GEOID03.
 BM0268
 BM0268;                    North         East    Units  Estimated Accuracy
 BM0268;SPC TX C     - 3,120,470.    1,032,220.      MT  (+/- 180 meters Scaled)
 BM0268
 BM0268                          SUPERSEDED SURVEY CONTROL
 BM0268
 BM0268  NGVD 29 (??/??/92)  150.729  (m)          494.52   (f) ADJ UNCH    2 0
 BM0268
 BM0268.Superseded values are not recommended for survey control.
 BM0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0268.See file dsdata.txt to determine how the superseded data were derived.
 BM0268
 BM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU045990(NAD 83)
 BM0268_MARKER: DB = BENCH MARK DISK
 BM0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0268_SP_SET: CESSPOOL
 BM0268_STAMPING: 494.612 B 197 1933
 BM0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0268
 BM0268  HISTORY     - Date     Condition        Report By
 BM0268  HISTORY     - 1933     MONUMENTED       CGS
 BM0268  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0268
 BM0268                          STATION DESCRIPTION
 BM0268
 BM0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0268'IN MILANO.
 BM0268'AT MILANO, MILAM COUNTY, ON THE MISSOURI PACIFIC RAILROAD, (FORMERLY
 BM0268'THE INTERNATIONAL-GREAT NORTHERN RAILROAD), 70 YARDS SOUTH OF THE
 BM0268'STATION, 100 YARDS SOUTHWEST OF THE CROSSING OF THE GULF, COLORADO AND
 BM0268'SANTA FE RAILWAY, 46 YARDS SOUTH OF THE CENTERLINE OF THE TRACK, AND
 BM0268'IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE CESSPOOL.
 BM0268
 BM0268                          STATION RECOVERY (1999)
 BM0268
 BM0268'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0060 ***********************************************************************
 CA0060  DESIGNATION -  B 198
 CA0060  PID         -  CA0060
 CA0060  STATE/COUNTY-  TX/HAMILTON
 CA0060  USGS QUAD   -  HAMILTON EAST (1979)
 CA0060
 CA0060                         *CURRENT SURVEY CONTROL
 CA0060  ___________________________________________________________________
 CA0060* NAD 83(1986)-  31 39 37.     (N)    098 06 28.     (W)     SCALED    
 CA0060* NAVD 88     -       390.384  (meters)    1280.78   (feet)  ADJUSTED  
 CA0060  ___________________________________________________________________
 CA0060  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CA0060  DYNAMIC HT  -         389.879 (meters)    1279.13  (feet)  COMP
 CA0060  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 CA0060
 CA0060  VERT ORDER  -  SECOND    CLASS 0
 CA0060
 CA0060.The horizontal coordinates were scaled from a topographic map and have
 CA0060.an estimated accuracy of +/- 6 seconds.
 CA0060
 CA0060.The orthometric height was determined by differential leveling
 CA0060.and adjusted by the National Geodetic Survey in June 1991..
 CA0060
 CA0060.The geoid height was determined by GEOID03.
 CA0060
 CA0060.The dynamic height is computed by dividing the NAVD 88
 CA0060.geopotential number by the normal gravity value computed on the
 CA0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0060.degrees latitude (g = 980.6199 gals.).
 CA0060
 CA0060.The modeled gravity was interpolated from observed gravity values.
 CA0060
 CA0060;                    North         East    Units  Estimated Accuracy
 CA0060;SPC TX C     - 3,223,120.      911,050.      MT  (+/- 180 meters Scaled)
 CA0060
 CA0060                          SUPERSEDED SURVEY CONTROL
 CA0060
 CA0060  NGVD 29 (??/??/92)  390.290  (m)         1280.48   (f) ADJ UNCH    2 0
 CA0060
 CA0060.Superseded values are not recommended for survey control.
 CA0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0060.See file dsdata.txt to determine how the superseded data were derived.
 CA0060
 CA0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA845031(NAD 83)
 CA0060_MARKER: DB = BENCH MARK DISK
 CA0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0060_STAMPING: B 198 1933
 CA0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0060+STABILITY: SURFACE MOTION
 CA0060
 CA0060  HISTORY     - Date     Condition        Report By
 CA0060  HISTORY     - 1933     MONUMENTED       CGS
 CA0060  HISTORY     - 1955     GOOD             NGS
 CA0060  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CA0060
 CA0060                          STATION DESCRIPTION
 CA0060
 CA0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CA0060'3.7 MI S FROM HAMILTON.
 CA0060'0.2 MILES EAST OF HAMILTON COURTHOUSE, HAMILTON COUNTY, ALONG STATE
 CA0060'HIGHWAY 36 TO JUNCTION WITH FARM ROAD 932, 3.4 MILES SOUTHEAST ALONG
 CA0060'FARM ROAD 932 TO THOMAS WALTON RESIDENCE, 53 FEET SOUTHWEST OF THE
 CA0060'CENTERLINE OF THE ROADBED OF AN ABANDONED RAILROAD, 3 FEET WEST OF THE
 CA0060'RIGHT-OF-WAY FENCE, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED B
 CA0060'198 1933 AND SET IN THE TOP OF A CONCRETE POST.
 CA0060
 CA0060                          STATION RECOVERY (2001)
 CA0060
 CA0060'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1005 ***********************************************************************
 BZ1005  DESIGNATION -  B 199
 BZ1005  PID         -  BZ1005
 BZ1005  STATE/COUNTY-  TX/CORYELL
 BZ1005  USGS QUAD   -  OGLESBY (1994)
 BZ1005
 BZ1005                         *CURRENT SURVEY CONTROL
 BZ1005  ___________________________________________________________________
 BZ1005* NAD 83(1986)-  31 25 06.     (N)    097 30 25.     (W)     SCALED    
 BZ1005* NAVD 88     -       256.429  (meters)     841.30   (feet)  ADJUSTED  
 BZ1005  ___________________________________________________________________
 BZ1005  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BZ1005  DYNAMIC HT  -         256.093 (meters)     840.20  (feet)  COMP
 BZ1005  MODELED GRAV-     979,324.5   (mgal)                       NAVD 88
 BZ1005
 BZ1005  VERT ORDER  -  SECOND    CLASS 0
 BZ1005
 BZ1005.The horizontal coordinates were scaled from a topographic map and have
 BZ1005.an estimated accuracy of +/- 6 seconds.
 BZ1005
 BZ1005.The orthometric height was determined by differential leveling
 BZ1005.and adjusted by the National Geodetic Survey in June 1991..
 BZ1005
 BZ1005.The geoid height was determined by GEOID03.
 BZ1005
 BZ1005.The dynamic height is computed by dividing the NAVD 88
 BZ1005.geopotential number by the normal gravity value computed on the
 BZ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1005.degrees latitude (g = 980.6199 gals.).
 BZ1005
 BZ1005.The modeled gravity was interpolated from observed gravity values.
 BZ1005
 BZ1005;                    North         East    Units  Estimated Accuracy
 BZ1005;SPC TX C     - 3,197,600.      968,690.      MT  (+/- 180 meters Scaled)
 BZ1005
 BZ1005                          SUPERSEDED SURVEY CONTROL
 BZ1005
 BZ1005  NGVD 29 (??/??/92)  256.38   (m)          841.1    (f) COMPUTED    2 0
 BZ1005
 BZ1005.Superseded values are not recommended for survey control.
 BZ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1005.See file dsdata.txt to determine how the superseded data were derived.
 BZ1005
 BZ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV419769(NAD 83)
 BZ1005_MARKER: DB = BENCH MARK DISK
 BZ1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1005_STAMPING: B 199 1933
 BZ1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1005+STABILITY: SURFACE MOTION
 BZ1005
 BZ1005  HISTORY     - Date     Condition        Report By
 BZ1005  HISTORY     - 1933     MONUMENTED       CGS
 BZ1005  HISTORY     - 1957     GOOD             DOD
 BZ1005
 BZ1005                          STATION DESCRIPTION
 BZ1005
 BZ1005'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ1005'IN OGLESBY.
 BZ1005'AT OGLESBY, CORYELL COUNTY, 120 FEET NORTHEAST OF THE ST. LOUIS
 BZ1005'SOUTHWESTERN RAILWAY STATION, 75 FEET SOUTH OF POLE 702+13, 31 FEET
 BZ1005'EAST OF THE OLD OGLESBY-MCGREGOR HIGHWAY, AND 30 FEET WEST OF THE
 BZ1005'CENTERLINE OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3481 ***********************************************************************
 AW3481  DESIGNATION -  B 2
 AW3481  PID         -  AW3481
 AW3481  STATE/COUNTY-  TX/HARRIS
 AW3481  USGS QUAD   -  LA PORTE (1982)
 AW3481
 AW3481                         *CURRENT SURVEY CONTROL
 AW3481  ___________________________________________________________________
 AW3481* NAD 83(1986)-  29 41 57.     (N)    095 00 20.     (W)     SCALED    
 AW3481* NAVD 88     -         3.25   (+/-2cm)      10.7    (feet)  VERTCON   
 AW3481  ___________________________________________________________________
 AW3481  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3481
 AW3481  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3481
 AW3481.The horizontal coordinates were scaled from a topographic map and have
 AW3481.an estimated accuracy of +/- 6 seconds.
 AW3481
 AW3481.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3481.The vertical order pertains to the NGVD 29 superseded value.
 AW3481
 AW3481.The geoid height was determined by GEOID03.
 AW3481
 AW3481;                    North         East    Units  Estimated Accuracy
 AW3481;SPC TXSC     - 4,213,390.      986,450.      MT  (+/- 180 meters Scaled)
 AW3481
 AW3481                          SUPERSEDED SURVEY CONTROL
 AW3481
 AW3481  NGVD 29 (??/??/92)    3.246  (m)           10.65   (f) ADJ UNCH    1 2
 AW3481
 AW3481.Superseded values are not recommended for survey control.
 AW3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3481.See file dsdata.txt to determine how the superseded data were derived.
 AW3481
 AW3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN059871(NAD 83)
 AW3481_MARKER: DD = SURVEY DISK
 AW3481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3481_STAMPING: B.2.REF.P.T. H.O. R.CO.
 AW3481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3481+STABILITY: SURFACE MOTION
 AW3481
 AW3481  HISTORY     - Date     Condition        Report By
 AW3481  HISTORY     - UNK      MONUMENTED       HUMBLE
 AW3481  HISTORY     - 1964     GOOD             NGS
 AW3481
 AW3481                          STATION DESCRIPTION
 AW3481
 AW3481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3481'2.05 MI NW FROM MORGAN POINT.
 AW3481'ABOUT 2.05 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3481'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3481'BANK OF SPILMAN ISLAND, 178 1/2 FEET NORTHEAST OF BENCH MARK B.1.
 AW3481'(H.O. AND R.CO.), 122 FEET SOUTH OF THE HIGH WATER LINE, 88 FEET NORTH
 AW3481'OF THE CENTER LINE OF A DIRT LEVEE, AND SET IN THE TOP OF A ROUND
 AW3481'PRECAST CONCRETE POST PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0015 ***********************************************************************
 AM0015  DESIGNATION -  B 2 B DOWCO
 AM0015  PID         -  AM0015
 AM0015  STATE/COUNTY-  TX/BRAZORIA
 AM0015  USGS QUAD   -  JONES CREEK (1974)
 AM0015
 AM0015                         *CURRENT SURVEY CONTROL
 AM0015  ___________________________________________________________________
 AM0015* NAD 83(1986)-  28 58 55.     (N)    095 23 23.     (W)     SCALED    
 AM0015* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 AM0015  ___________________________________________________________________
 AM0015  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AM0015
 AM0015  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0015
 AM0015.The horizontal coordinates were scaled from a topographic map and have
 AM0015.an estimated accuracy of +/- 6 seconds.
 AM0015
 AM0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0015.The vertical order pertains to the NGVD 29 superseded value.
 AM0015
 AM0015.The geoid height was determined by GEOID03.
 AM0015
 AM0015;                    North         East    Units  Estimated Accuracy
 AM0015;SPC TXSC     - 4,132,730.      951,750.      MT  (+/- 180 meters Scaled)
 AM0015
 AM0015                          SUPERSEDED SURVEY CONTROL
 AM0015
 AM0015  NGVD 29 (??/??/92)    3.065  (m)           10.06   (f) ADJ UNCH    1 1
 AM0015
 AM0015.Superseded values are not recommended for survey control.
 AM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0015.See file dsdata.txt to determine how the superseded data were derived.
 AM0015
 AM0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN671083(NAD 83)
 AM0015_MARKER: DD = SURVEY DISK
 AM0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0015_SP_SET: PUMP PEDESTAL
 AM0015_STAMPING: B 2 B
 AM0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0015
 AM0015  HISTORY     - Date     Condition        Report By
 AM0015  HISTORY     - UNK      MONUMENTED       DOWCO
 AM0015  HISTORY     - 1973     GOOD             NGS
 AM0015  HISTORY     - 1978     GOOD             NGS
 AM0015
 AM0015                          STATION DESCRIPTION
 AM0015
 AM0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0015'IN DOW PLANT B.
 AM0015'AT DOW PLANT B, 0.15 MILE SOUTHWEST ALONG CENTER ROAD FROM THE
 AM0015'JUNCTION OF ELECTRIC ROAD, AT ABANDON BRACKISH WATER WELL NUMBER 2, IN
 AM0015'THE TOP OF THE SOUTH CORNER OF A 4- BY- 4 FOOT CONCRETE PUMP PEDESTAL
 AM0015'FOUNDATION, ABOUT 275 FEET NORTHEAST OF THE NORTHEAST BANK OF THE
 AM0015'BRAZOS RIVER, 167.5 FEET NORTHWEST OF THE CENTER LINE OF CENTER ROAD,
 AM0015'906.5 FEET SOUTHWEST OF THE CENTER LINE OF ELECTRIC ROAD, 110 FEET
 AM0015'NORTHEAST OF A CYCLONE FENCE, 75 FEET NORTH OF A LARGE STEEL POWER
 AM0015'POLE, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  THE CONCRETE PEDESTAL IS
 AM0015'CAST TO THE TOP OF A 12 3/4-INCH WELL CASING WHICH IS CEMETED TO A
 AM0015'DEPTH OF 925 FEET.
 AM0015
 AM0015                          STATION RECOVERY (1978)
 AM0015
 AM0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3087 ***********************************************************************
 AW3087  DESIGNATION -  B 20
 AW3087  PID         -  AW3087
 AW3087  STATE/COUNTY-  TX/LIBERTY
 AW3087  USGS QUAD   -  SHILOH (1993)
 AW3087
 AW3087                         *CURRENT SURVEY CONTROL
 AW3087  ___________________________________________________________________
 AW3087* NAD 83(1986)-  29 55 26.     (N)    094 42 06.     (W)     SCALED    
 AW3087* NAVD 88     -         9.62   (+/-2cm)      31.6    (feet)  VERTCON   
 AW3087  ___________________________________________________________________
 AW3087  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW3087
 AW3087  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3087
 AW3087.The horizontal coordinates were scaled from a topographic map and have
 AW3087.an estimated accuracy of +/- 6 seconds.
 AW3087
 AW3087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3087.The vertical order pertains to the NGVD 29 superseded value.
 AW3087
 AW3087.The geoid height was determined by GEOID03.
 AW3087
 AW3087;                    North         East    Units  Estimated Accuracy
 AW3087;SPC TX C     - 3,042,280.    1,243,590.      MT  (+/- 180 meters Scaled)
 AW3087
 AW3087                          SUPERSEDED SURVEY CONTROL
 AW3087
 AW3087  NGVD 29 (??/??/92)    9.621  (m)           31.56   (f) ADJ UNCH    1 2
 AW3087
 AW3087.Superseded values are not recommended for survey control.
 AW3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3087.See file dsdata.txt to determine how the superseded data were derived.
 AW3087
 AW3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP357115(NAD 83)
 AW3087_MARKER: DD = SURVEY DISK
 AW3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3087_STAMPING: B 20 1950
 AW3087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3087+STABILITY: SURFACE MOTION
 AW3087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3087+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3087
 AW3087  HISTORY     - Date     Condition        Report By
 AW3087  HISTORY     - 1950     MONUMENTED       USE
 AW3087  HISTORY     - 1959     GOOD             NGS
 AW3087  HISTORY     - 20040407 GOOD             USPSQD
 AW3087  HISTORY     - 20050515 GOOD             USPSQD
 AW3087
 AW3087                          STATION DESCRIPTION
 AW3087
 AW3087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3087'12.35 MI SE FROM LIBERTY.
 AW3087'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3087'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 11.55 MILES
 AW3087'SOUTHEAST ALONG FARM ROAD 563, 38 1/2 FEET WEST-SOUTHWEST OF THE
 AW3087'CENTER LINE OF THE ROAD, 26 FEET NORTH-NORTHWEST OF THE CENTER LINE OF
 AW3087'A PRIVATE DRIVEWAY LEADING WEST-SOUTHWEST, 6 FEET NORTHEAST OF A FENCE
 AW3087'CORNER POST, 4 FEET EAST-NORTHEAST OF A FENCE, 0.6 FEET WEST OF A
 AW3087'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND
 AW3087'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW3087
 AW3087                          STATION RECOVERY (2004)
 AW3087
 AW3087'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3087'RECOVERED IN GOOD CONDITION.
 AW3087
 AW3087                          STATION RECOVERY (2005)
 AW3087
 AW3087'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1113 ***********************************************************************
 FL1113  DESIGNATION -  B 20
 FL1113  PID         -  FL1113
 FL1113  STATE/COUNTY-  TX/RANDALL
 FL1113  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1113
 FL1113                         *CURRENT SURVEY CONTROL
 FL1113  ___________________________________________________________________
 FL1113* NAD 83(1986)-  35 03 34.     (N)    101 53 00.     (W)     SCALED    
 FL1113* NAVD 88     -      1110.326  (meters)    3642.79   (feet)  ADJUSTED  
 FL1113  ___________________________________________________________________
 FL1113  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FL1113  DYNAMIC HT  -        1108.989 (meters)    3638.41  (feet)  COMP
 FL1113  MODELED GRAV-     979,392.7   (mgal)                       NAVD 88
 FL1113
 FL1113  VERT ORDER  -  FIRST     CLASS II
 FL1113
 FL1113.The horizontal coordinates were scaled from a topographic map and have
 FL1113.an estimated accuracy of +/- 6 seconds.
 FL1113
 FL1113.The orthometric height was determined by differential leveling
 FL1113.and adjusted by the National Geodetic Survey in June 1991..
 FL1113
 FL1113.The geoid height was determined by GEOID03.
 FL1113
 FL1113.The dynamic height is computed by dividing the NAVD 88
 FL1113.geopotential number by the normal gravity value computed on the
 FL1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1113.degrees latitude (g = 980.6199 gals.).
 FL1113
 FL1113.The modeled gravity was interpolated from observed gravity values.
 FL1113
 FL1113;                    North         East    Units  Estimated Accuracy
 FL1113;SPC TX N     - 1,117,600.      165,030.      MT  (+/- 180 meters Scaled)
 FL1113
 FL1113                          SUPERSEDED SURVEY CONTROL
 FL1113
 FL1113  NGVD 29 (??/??/92) 1109.832  (m)         3641.17   (f) ADJ UNCH    1 2
 FL1113
 FL1113.Superseded values are not recommended for survey control.
 FL1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1113.See file dsdata.txt to determine how the superseded data were derived.
 FL1113
 FL1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD370834(NAD 83)
 FL1113_MARKER: Z = SEE DESCRIPTION
 FL1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1113+STABILITY: SURFACE MOTION
 FL1113
 FL1113  HISTORY     - Date     Condition        Report By
 FL1113  HISTORY     - UNK      MONUMENTED       CGS
 FL1113  HISTORY     - 1958     GOOD             NGS
 FL1113  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1113
 FL1113                          STATION DESCRIPTION
 FL1113
 FL1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FL1113'6.6 MI NE FROM CANYON.
 FL1113'ABOUT 6.6 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL1113'FROM THE STATION AT CANYON, 6 TELEPHONE POLES NORTH OF MILE POST 564,
 FL1113'ABOUT 0.8 MILE SOUTH OF THE HANEY SIDING SIGN, A SQUARE HOLE IN THE
 FL1113'TOP OF A STONE POST PROJECTING 3 INCHES, 94 FEET WEST OF THE NEAR
 FL1113'RAIL, 12 FEET NORTHWEST OF A TELEPHONE POLE, 4 1/2 FEET EAST OF A
 FL1113'FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND ABOUT 3 FEET BELOW
 FL1113'THE TRACK.
 FL1113
 FL1113                          STATION RECOVERY (1984)
 FL1113
 FL1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1113'NOTE=THE OLD STONE POST WAS FOUND WITH THE TOP BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0010 ***********************************************************************
 AM0010  DESIGNATION -  B 20 B DOWCO
 AM0010  PID         -  AM0010
 AM0010  STATE/COUNTY-  TX/BRAZORIA
 AM0010  USGS QUAD   -  JONES CREEK (1974)
 AM0010
 AM0010                         *CURRENT SURVEY CONTROL
 AM0010  ___________________________________________________________________
 AM0010* NAD 83(1986)-  28 59 38.     (N)    095 23 40.     (W)     SCALED    
 AM0010* NAVD 88     -         2.29   (+/-2cm)       7.5    (feet)  VERTCON   
 AM0010  ___________________________________________________________________
 AM0010  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AM0010
 AM0010  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0010
 AM0010.The horizontal coordinates were scaled from a topographic map and have
 AM0010.an estimated accuracy of +/- 6 seconds.
 AM0010
 AM0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0010.The vertical order pertains to the NGVD 29 superseded value.
 AM0010
 AM0010.The geoid height was determined by GEOID03.
 AM0010
 AM0010;                    North         East    Units  Estimated Accuracy
 AM0010;SPC TXSC     - 4,134,040.      951,250.      MT  (+/- 180 meters Scaled)
 AM0010
 AM0010                          SUPERSEDED SURVEY CONTROL
 AM0010
 AM0010  NGVD 29 (??/??/92)    2.313  (m)            7.59   (f) ADJ UNCH    1 1
 AM0010
 AM0010.Superseded values are not recommended for survey control.
 AM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0010.See file dsdata.txt to determine how the superseded data were derived.
 AM0010
 AM0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN667096(NAD 83)
 AM0010_MARKER: DD = SURVEY DISK
 AM0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0010_SP_SET: WELL CASING
 AM0010_STAMPING: B 20 B
 AM0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0010
 AM0010  HISTORY     - Date     Condition        Report By
 AM0010  HISTORY     - UNK      MONUMENTED       DOWCO
 AM0010  HISTORY     - 1972     GOOD             NGS
 AM0010  HISTORY     - 1978     GOOD             NGS
 AM0010
 AM0010                          STATION DESCRIPTION
 AM0010
 AM0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0010'IN DOW PLANT B.
 AM0010'AT DOW PLANT B, AT THE EAST CORNER OF BLOCK 17, AT THE WEST CORNER OF
 AM0010'THE JUNCTION OF BENZENE AND GLYCOL ROADS, IN THE TOP AND 1.0 FOOT
 AM0010'NORTHEAST OF THE WEST CORNER OF THE 3- BY- 3 FOOT CONCRETE FOUNDATION
 AM0010'OF BRACKISH WATER WELL NUMBER 20 PUMP PEDESTAL, 95.5 FEET SOUTHWEST OF
 AM0010'THE CENTER LINE OF GLYCOL ROAD, 96.5 FEET NORTHWEST OF THE CENTER LINE
 AM0010'OF BENZENE ROAD, AND ABOUT 0.5 FOOT LOWER THAN THE ROADS.  THE
 AM0010'CONCRETE PEDESTAL IS CAST TO THE TOP OF A 14-INCH WELL CASING WHICH IS
 AM0010'CEMENTED TO A DEPTH OF 980 FEET.
 AM0010
 AM0010                          STATION RECOVERY (1978)
 AM0010
 AM0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0049 ***********************************************************************
 BN0049  DESIGNATION -  B 200
 BN0049  PID         -  BN0049
 BN0049  STATE/COUNTY-  TX/BURNET
 BN0049  USGS QUAD   -  MORMON MILL (1986)
 BN0049
 BN0049                         *CURRENT SURVEY CONTROL
 BN0049  ___________________________________________________________________
 BN0049* NAD 83(1986)-  30 44 55.     (N)    098 13 04.     (W)     SCALED    
 BN0049* NAVD 88     -       393.436  (meters)    1290.80   (feet)  ADJUSTED  
 BN0049  ___________________________________________________________________
 BN0049  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 BN0049  DYNAMIC HT  -         392.904 (meters)    1289.05  (feet)  COMP
 BN0049  MODELED GRAV-     979,279.2   (mgal)                       NAVD 88
 BN0049
 BN0049  VERT ORDER  -  SECOND    CLASS 0
 BN0049
 BN0049.The horizontal coordinates were scaled from a topographic map and have
 BN0049.an estimated accuracy of +/- 6 seconds.
 BN0049
 BN0049.The orthometric height was determined by differential leveling
 BN0049.and adjusted by the National Geodetic Survey in June 1991..
 BN0049
 BN0049.The geoid height was determined by GEOID03.
 BN0049
 BN0049.The dynamic height is computed by dividing the NAVD 88
 BN0049.geopotential number by the normal gravity value computed on the
 BN0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0049.degrees latitude (g = 980.6199 gals.).
 BN0049
 BN0049.The modeled gravity was interpolated from observed gravity values.
 BN0049
 BN0049;                    North         East    Units  Estimated Accuracy
 BN0049;SPC TX C     - 3,121,870.      902,540.      MT  (+/- 180 meters Scaled)
 BN0049
 BN0049                          SUPERSEDED SURVEY CONTROL
 BN0049
 BN0049  NGVD 29 (??/??/92)  393.348  (m)         1290.51   (f) ADJ UNCH    2 0
 BN0049
 BN0049.Superseded values are not recommended for survey control.
 BN0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0049.See file dsdata.txt to determine how the superseded data were derived.
 BN0049
 BN0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV748020(NAD 83)
 BN0049_MARKER: DB = BENCH MARK DISK
 BN0049_SETTING: 66 = SET IN ROCK OUTCROP
 BN0049_SP_SET: ROCK OUTCROP
 BN0049_STAMPING: B-200 1933
 BN0049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0049+STABILITY: POSITION/ELEVATION WELL
 BN0049
 BN0049  HISTORY     - Date     Condition        Report By
 BN0049  HISTORY     - 1933     MONUMENTED       CGS
 BN0049  HISTORY     - 20020223 GOOD             USPSQD
 BN0049
 BN0049                          STATION DESCRIPTION
 BN0049
 BN0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0049'0.7 MI SE FROM BURNET.
 BN0049'ALONG TEXAS AND NEW ORLEANS RAILROAD, 790 FEET WEST OF STATE HIGHWAY
 BN0049'NO. 29 UNDERPASS UNDER RAILROAD, 71 FEET NORTH OF CENTER OF TRACK, AND
 BN0049'26 FEET NORTH OF RIGHT OF WAY FENCE.
 BN0049
 BN0049                          STATION RECOVERY (2002)
 BN0049
 BN0049'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 BN0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0607 ***********************************************************************
 BM0607  DESIGNATION -  B 201
 BM0607  PID         -  BM0607
 BM0607  STATE/COUNTY-  TX/WILLIAMSON
 BM0607  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0607
 BM0607                         *CURRENT SURVEY CONTROL
 BM0607  ___________________________________________________________________
 BM0607* NAD 83(1986)-  30 28 29.     (N)    097 43 15.     (W)     SCALED    
 BM0607* NAVD 88     -       248.480  (meters)     815.22   (feet)  ADJUSTED  
 BM0607  ___________________________________________________________________
 BM0607  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BM0607  DYNAMIC HT  -         248.141 (meters)     814.11  (feet)  COMP
 BM0607  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 BM0607
 BM0607  VERT ORDER  -  SECOND    CLASS 0
 BM0607
 BM0607.The horizontal coordinates were scaled from a topographic map and have
 BM0607.an estimated accuracy of +/- 6 seconds.
 BM0607
 BM0607.The orthometric height was determined by differential leveling
 BM0607.and adjusted by the National Geodetic Survey in June 1991..
 BM0607
 BM0607.The geoid height was determined by GEOID03.
 BM0607
 BM0607.The dynamic height is computed by dividing the NAVD 88
 BM0607.geopotential number by the normal gravity value computed on the
 BM0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0607.degrees latitude (g = 980.6199 gals.).
 BM0607
 BM0607.The modeled gravity was interpolated from observed gravity values.
 BM0607
 BM0607;                    North         East    Units  Estimated Accuracy
 BM0607;SPC TX C     - 3,092,520.      950,820.      MT  (+/- 180 meters Scaled)
 BM0607
 BM0607                          SUPERSEDED SURVEY CONTROL
 BM0607
 BM0607  NGVD 29 (??/??/92)  248.407  (m)          814.98   (f) ADJ UNCH    2 0
 BM0607
 BM0607.Superseded values are not recommended for survey control.
 BM0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0607.See file dsdata.txt to determine how the superseded data were derived.
 BM0607
 BM0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU227720(NAD 83)
 BM0607_MARKER: DB = BENCH MARK DISK
 BM0607_SETTING: 80 = SET IN A BOULDER
 BM0607_SP_SET: BOULDER
 BM0607_STAMPING: B 201 1933
 BM0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0607+STABILITY: SURFACE MOTION
 BM0607
 BM0607  HISTORY     - Date     Condition        Report By
 BM0607  HISTORY     - 1933     MONUMENTED       CGS
 BM0607  HISTORY     - 1954     GOOD             NGS
 BM0607
 BM0607                          STATION DESCRIPTION
 BM0607
 BM0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0607'1.5 MI NW FROM MCNEIL.
 BM0607'1.5 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0607'STATION AT MCNEIL, 67.0 FEET NORTHEAST OF THE FIRST POLE SOUTHWEST OF
 BM0607'MILEPOST 18, 32.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 18.0 FEET
 BM0607'SOUTHWEST OF A FENCE, SET IN THE TOP OF A LARGE LIMESTONE BOULDER, 1.0
 BM0607'FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0075 ***********************************************************************
 BN0075  DESIGNATION -  B 202 RESET
 BN0075  PID         -  BN0075
 BN0075  STATE/COUNTY-  TX/HAYS
 BN0075  USGS QUAD   -  DRIPPING SPRINGS (1986)
 BN0075
 BN0075                         *CURRENT SURVEY CONTROL
 BN0075  ___________________________________________________________________
 BN0075* NAD 83(1986)-  30 11 46.     (N)    098 00 36.     (W)     SCALED    
 BN0075* NAVD 88     -       377.794  (meters)    1239.48   (feet)  ADJUSTED  
 BN0075  ___________________________________________________________________
 BN0075  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 BN0075  DYNAMIC HT  -         377.265 (meters)    1237.74  (feet)  COMP
 BN0075  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 BN0075
 BN0075  VERT ORDER  -  SECOND    CLASS 0
 BN0075
 BN0075.The horizontal coordinates were scaled from a topographic map and have
 BN0075.an estimated accuracy of +/- 6 seconds.
 BN0075
 BN0075.The orthometric height was determined by differential leveling
 BN0075.and adjusted by the National Geodetic Survey in June 1991..
 BN0075
 BN0075.The geoid height was determined by GEOID03.
 BN0075
 BN0075.The dynamic height is computed by dividing the NAVD 88
 BN0075.geopotential number by the normal gravity value computed on the
 BN0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0075.degrees latitude (g = 980.6199 gals.).
 BN0075
 BN0075.The modeled gravity was interpolated from observed gravity values.
 BN0075
 BN0075;                    North         East    Units  Estimated Accuracy
 BN0075;SPC TXSC     - 4,262,270.      695,330.      MT  (+/- 180 meters Scaled)
 BN0075
 BN0075                          SUPERSEDED SURVEY CONTROL
 BN0075
 BN0075  NGVD 29 (??/??/92)  377.695  (m)         1239.15   (f) ADJ UNCH    2 0
 BN0075
 BN0075.Superseded values are not recommended for survey control.
 BN0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0075.See file dsdata.txt to determine how the superseded data were derived.
 BN0075
 BN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU952409(NAD 83)
 BN0075_MARKER: DB = BENCH MARK DISK
 BN0075_SETTING: 66 = SET IN ROCK OUTCROP
 BN0075_SP_SET: ROCK OUTCROP
 BN0075_STAMPING: B 202 RESET 1934
 BN0075_MARK LOGO: CGS   
 BN0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0075+STABILITY: POSITION/ELEVATION WELL
 BN0075
 BN0075  HISTORY     - Date     Condition        Report By
 BN0075  HISTORY     - 193412   MONUMENTED       TXHD
 BN0075  HISTORY     - 193503   GOOD             CGS
 BN0075  HISTORY     - 1953     GOOD             CGS
 BN0075  HISTORY     - 1963     MARK NOT FOUND   USGS
 BN0075  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BN0075
 BN0075                          STATION DESCRIPTION
 BN0075
 BN0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CL)
 BN0075'IN HAYS COUNTY, 4.2 MI WEST ALONG US HIGHWAY 290 FROM CEDAR VALLEY,
 BN0075'TRAVIS COUNTY, AT SURVEY STATION 743+90, AT THE EDGE OF A PASTURE
 BN0075'OWNED IN 1935 BY GLYNN KEY, 65 FT SOUTH OF THE CENTER LINE OF THE
 BN0075'HIGHWAY, 15 FT SOUTH OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A
 BN0075'LARGE FLAT ROCK.  A STANDARD DISK, STAMPED-- B 202 RESET 1934.
 BN0075
 BN0075                          STATION RECOVERY (1953)
 BN0075
 BN0075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 BN0075'4.05 MI SW FROM CEDAR VALLEY.
 BN0075'4.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BN0075'CEDAR VALLEY, 72 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET
 BN0075'SOUTH OF A FENCE, 34 FEET SOUTHEAST OF A TELEPHONE POLE, SET IN THE
 BN0075'TOP OF THE SOUTHEAST END OF A LARGE LIMESTONE OUTCROP.
 BN0075
 BN0075                          STATION RECOVERY (1963)
 BN0075
 BN0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BN0075'MARK NOT FOUND.
 BN0075
 BN0075                          STATION RECOVERY (2004)
 BN0075
 BN0075'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BN0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0835 ***********************************************************************
 BN0835  DESIGNATION -  B 202 RESET 2
 BN0835  PID         -  BN0835
 BN0835  STATE/COUNTY-  TX/HAYS
 BN0835  USGS QUAD   -  DRIPPING SPRINGS (1986)
 BN0835
 BN0835                         *CURRENT SURVEY CONTROL
 BN0835  ___________________________________________________________________
 BN0835* NAD 83(1986)-  30 11 46.     (N)    098 00 36.     (W)     SCALED    
 BN0835* NAVD 88     -       378.00   (meters)    1240.2    (feet)  RESET     
 BN0835  ___________________________________________________________________
 BN0835  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 BN0835
 BN0835  VERT ORDER  -  THIRD
 BN0835
 BN0835.The horizontal coordinates were scaled from a topographic map and have
 BN0835.an estimated accuracy of +/- 6 seconds.
 BN0835
 BN0835.The orthometric height was computed from unverified reset data.
 BN0835
 BN0835.The geoid height was determined by GEOID03.
 BN0835
 BN0835;                    North         East    Units  Estimated Accuracy
 BN0835;SPC TXSC     - 4,262,270.      695,330.      MT  (+/- 180 meters Scaled)
 BN0835
 BN0835                          SUPERSEDED SURVEY CONTROL
 BN0835
 BN0835  NGVD 29 (01/29/03)  377.90   (m)         1239.8    (f) RESET       3  
 BN0835
 BN0835.Superseded values are not recommended for survey control.
 BN0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0835.See file dsdata.txt to determine how the superseded data were derived.
 BN0835
 BN0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU952409(NAD 83)
 BN0835_MARKER: DB = BENCH MARK DISK
 BN0835_SETTING: 66 = SET IN ROCK OUTCROP
 BN0835_SP_SET: ROCK OUTCROP
 BN0835_STAMPING: B 202 RESET 2 1957
 BN0835_MARK LOGO: CGS   
 BN0835_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0835+STABILITY: POSITION/ELEVATION WELL
 BN0835
 BN0835  HISTORY     - Date     Condition        Report By
 BN0835  HISTORY     - 1957     MONUMENTED       CGS
 BN0835
 BN0835                          STATION DESCRIPTION
 BN0835
 BN0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BN0835'4.0 MILES EAST OF THE VILLAGE OF DRIPPING SPRINGS, ALONG U.S. HIGHWAY
 BN0835'NO. 290, 5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE, 27 YARDS
 BN0835'WEST OF AN ANGLE IN THE FENCE LINE AND ABOUT 10 FEET SOUTHEAST OF
 BN0835'HIGHWAY SURVEY STATION 743.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0149 ***********************************************************************
 BN0149  DESIGNATION -  B 203
 BN0149  PID         -  BN0149
 BN0149  STATE/COUNTY-  TX/GILLESPIE
 BN0149  USGS QUAD   -  STONEWALL (1961)
 BN0149
 BN0149                         *CURRENT SURVEY CONTROL
 BN0149  ___________________________________________________________________
 BN0149* NAD 83(1986)-  30 14 18.     (N)    098 39 58.     (W)     SCALED    
 BN0149* NAVD 88     -       441.802  (meters)    1449.48   (feet)  POSTED    
 BN0149  ___________________________________________________________________
 BN0149  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BN0149  DYNAMIC HT  -         441.190 (meters)    1447.47  (feet)  COMP
 BN0149  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 BN0149
 BN0149  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0149
 BN0149.The horizontal coordinates were scaled from a topographic map and have
 BN0149.an estimated accuracy of +/- 6 seconds.
 BN0149
 BN0149.The orthometric height was determined by differential leveling
 BN0149.and adjusted by the National Geodetic Survey in 1992..
 BN0149.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0149.rate of 0.0 thru 1.0 mm/km.
 BN0149
 BN0149.The geoid height was determined by GEOID03.
 BN0149
 BN0149.The dynamic height is computed by dividing the NAVD 88
 BN0149.geopotential number by the normal gravity value computed on the
 BN0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0149.degrees latitude (g = 980.6199 gals.).
 BN0149
 BN0149.The modeled gravity was interpolated from observed gravity values.
 BN0149
 BN0149;                    North         East    Units  Estimated Accuracy
 BN0149;SPC TX C     - 3,064,580.      860,470.      MT  (+/- 180 meters Scaled)
 BN0149
 BN0149                          SUPERSEDED SURVEY CONTROL
 BN0149
 BN0149  NGVD 29 (??/??/92)  441.741  (m)         1449.28   (f) ADJ UNCH    2 0
 BN0149
 BN0149.Superseded values are not recommended for survey control.
 BN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0149.See file dsdata.txt to determine how the superseded data were derived.
 BN0149
 BN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU321452(NAD 83)
 BN0149_MARKER: DB = BENCH MARK DISK
 BN0149_SETTING: 66 = SET IN ROCK OUTCROP
 BN0149_SP_SET: ROCK LEDGE
 BN0149_STAMPING: B 203 1933
 BN0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0149+STABILITY: POSITION/ELEVATION WELL
 BN0149
 BN0149  HISTORY     - Date     Condition        Report By
 BN0149  HISTORY     - 1933     MONUMENTED       CGS
 BN0149  HISTORY     - 1953     GOOD             NGS
 BN0149  HISTORY     - 19930713 GOOD             USPSQD
 BN0149  HISTORY     - 19960309 GOOD             USPSQD
 BN0149
 BN0149                          STATION DESCRIPTION
 BN0149
 BN0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0149'0.1 MI W FROM STONEWALL.
 BN0149'0.1 MILE WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BN0149'STONEWALL, 149 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 113
 BN0149'FEET NORTHWEST OF A FENCE, 113 FEET NORTHWEST OF A WITNESS POST, 17
 BN0149'FEET SOUTHWEST OF A 16 INCH OAK TREE, SET IN THE TOP OF A ROCK LEDGE.
 BN0149
 BN0149                          STATION RECOVERY (1993)
 BN0149
 BN0149'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0149'RECOVERED IN GOOD CONDITION.
 BN0149
 BN0149                          STATION RECOVERY (1996)
 BN0149
 BN0149'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0406 ***********************************************************************
 BZ0406  DESIGNATION -  B 204
 BZ0406  PID         -  BZ0406
 BZ0406  STATE/COUNTY-  TX/LEON
 BZ0406  USGS QUAD   -  MARQUEZ (1982)
 BZ0406
 BZ0406                         *CURRENT SURVEY CONTROL
 BZ0406  ___________________________________________________________________
 BZ0406* NAD 83(1986)-  31 13 03.     (N)    096 15 44.     (W)     SCALED    
 BZ0406* NAVD 88     -       118.87   (+/-2cm)     390.0    (feet)  VERTCON   
 BZ0406  ___________________________________________________________________
 BZ0406  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ0406
 BZ0406  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0406
 BZ0406.The horizontal coordinates were scaled from a topographic map and have
 BZ0406.an estimated accuracy of +/- 6 seconds.
 BZ0406
 BZ0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0406.The vertical order pertains to the NGVD 29 superseded value.
 BZ0406
 BZ0406.The geoid height was determined by GEOID03.
 BZ0406
 BZ0406;                    North         East    Units  Estimated Accuracy
 BZ0406;SPC TX C     - 3,179,020.    1,087,790.      MT  (+/- 180 meters Scaled)
 BZ0406
 BZ0406                          SUPERSEDED SURVEY CONTROL
 BZ0406
 BZ0406  NGVD 29 (??/??/92)  118.844  (m)          389.91   (f) ADJ UNCH    2 0
 BZ0406
 BZ0406.Superseded values are not recommended for survey control.
 BZ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0406.See file dsdata.txt to determine how the superseded data were derived.
 BZ0406
 BZ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV608569(NAD 83)
 BZ0406_MARKER: DB = BENCH MARK DISK
 BZ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0406_STAMPING: 389.858 B 204 1933
 BZ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0406+STABILITY: SURFACE MOTION
 BZ0406
 BZ0406  HISTORY     - Date     Condition        Report By
 BZ0406  HISTORY     - 1933     MONUMENTED       CGS
 BZ0406
 BZ0406                          STATION DESCRIPTION
 BZ0406
 BZ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0406'1.6 MI SW FROM MARQUEZ.
 BZ0406'1.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0406'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM MARQUEZ, LEON COUNTY, AT
 BZ0406'POLE 56/12, 35 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND SET
 BZ0406'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0081 ***********************************************************************
 BM0081  DESIGNATION -  B 207
 BM0081  PID         -  BM0081
 BM0081  STATE/COUNTY-  TX/WALLER
 BM0081  USGS QUAD   -  HEMPSTEAD (1980)
 BM0081
 BM0081                         *CURRENT SURVEY CONTROL
 BM0081  ___________________________________________________________________
 BM0081* NAD 83(1986)-  30 06 55.     (N)    096 04 51.     (W)     SCALED    
 BM0081* NAVD 88     -        77.65   (+/-2cm)     254.8    (feet)  VERTCON   
 BM0081  ___________________________________________________________________
 BM0081  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BM0081
 BM0081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0081
 BM0081.The horizontal coordinates were scaled from a topographic map and have
 BM0081.an estimated accuracy of +/- 6 seconds.
 BM0081
 BM0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0081.The vertical order pertains to the NGVD 29 superseded value.
 BM0081
 BM0081.The geoid height was determined by GEOID03.
 BM0081
 BM0081;                    North         East    Units  Estimated Accuracy
 BM0081;SPC TXSC     - 4,256,420.      881,290.      MT  (+/- 180 meters Scaled)
 BM0081
 BM0081                          SUPERSEDED SURVEY CONTROL
 BM0081
 BM0081  NGVD 29 (??/??/92)   77.634  (m)          254.70   (f) ADJ UNCH    2 0
 BM0081
 BM0081.Superseded values are not recommended for survey control.
 BM0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0081.See file dsdata.txt to determine how the superseded data were derived.
 BM0081
 BM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU812351(NAD 83)
 BM0081_MARKER: DB = BENCH MARK DISK
 BM0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0081_SP_SET: ABUTMENT
 BM0081_STAMPING: B 207 1933 254.826
 BM0081_MARK LOGO: CGS   
 BM0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0081
 BM0081  HISTORY     - Date     Condition        Report By
 BM0081  HISTORY     - 1933     MONUMENTED       CGS
 BM0081  HISTORY     - 1954     GOOD             NGS
 BM0081  HISTORY     - 19790403 GOOD             TXHD
 BM0081  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0081  HISTORY     - 19990715 MARK NOT FOUND   USPSQD
 BM0081
 BM0081                          STATION DESCRIPTION
 BM0081
 BM0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0081'1.4 MI N FROM HEMPSTEAD.
 BM0081'1.4 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0081'STATION AT HEMPSTEAD, AT THE UNDERPASS OF U.S. HIGHWAY 290, 20 FEET
 BM0081'EAST OF THE EAST RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE
 BM0081'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE UNDERPASS.
 BM0081
 BM0081                          STATION RECOVERY (1979)
 BM0081
 BM0081'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1979
 BM0081'1.4 MI (2.3 KM) NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BM0081'THE STATION AT HEMPSTEAD, WALLER COUNTY, AT THE U.S. HIGHWAY
 BM0081'290 UNDERPASS, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 BM0081'ABUTMENT, 28 FT (8.5 M) EAST OF THE CENTERLINE OF THE MAIN LINE
 BM0081'TRACK, AND ABOUT 6 FT (1.8 M) BELOW THE TOP OF RAIL.
 BM0081
 BM0081                          STATION RECOVERY (1991)
 BM0081
 BM0081'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0081'MARK NOT FOUND.
 BM0081
 BM0081                          STATION RECOVERY (1999)
 BM0081
 BM0081'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1113 ***********************************************************************
 BM1113  DESIGNATION -  B 207 RESET
 BM1113  PID         -  BM1113
 BM1113  STATE/COUNTY-  TX/WALLER
 BM1113  USGS QUAD   -  HEMPSTEAD (1980)
 BM1113
 BM1113                         *CURRENT SURVEY CONTROL
 BM1113  ___________________________________________________________________
 BM1113* NAD 83(1986)-  30 06 55.     (N)    096 04 51.     (W)     SCALED    
 BM1113* NAVD 88     -        76.23   (+/-2cm)     250.1    (feet)  VERTCON   
 BM1113  ___________________________________________________________________
 BM1113  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BM1113
 BM1113  VERT ORDER  -  THIRD (See Below)
 BM1113
 BM1113.The horizontal coordinates were scaled from a topographic map and have
 BM1113.an estimated accuracy of +/- 6 seconds.
 BM1113
 BM1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1113.The vertical order pertains to the NGVD 29 superseded value.
 BM1113
 BM1113.The geoid height was determined by GEOID03.
 BM1113
 BM1113;                    North         East    Units  Estimated Accuracy
 BM1113;SPC TXSC     - 4,256,420.      881,290.      MT  (+/- 180 meters Scaled)
 BM1113
 BM1113                          SUPERSEDED SURVEY CONTROL
 BM1113
 BM1113  NGVD 29 (01/29/03)   76.21   (m)          250.0    (f) RESET       3  
 BM1113
 BM1113.Superseded values are not recommended for survey control.
 BM1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1113.See file dsdata.txt to determine how the superseded data were derived.
 BM1113
 BM1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU812351(NAD 83)
 BM1113_MARKER: DB = BENCH MARK DISK
 BM1113_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM1113_SP_SET: BRIDGE ABUTMENT
 BM1113_STAMPING: B 207 RESET 1979
 BM1113_MARK LOGO: TXHD  
 BM1113_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1113+STABILITY: SURFACE MOTION
 BM1113
 BM1113  HISTORY     - Date     Condition        Report By
 BM1113  HISTORY     - 1979     MONUMENTED       TXHD
 BM1113  HISTORY     - 19990710 GOOD             USPSQD
 BM1113
 BM1113                          STATION DESCRIPTION
 BM1113
 BM1113'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1979
 BM1113'1.4 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM1113'STATION IN HEMPSTEAD, AT THE U.S. HIGHWAY 290 UNDERPASS, IN THE TOP
 BM1113'OF THE EAST END OF THE NORTH CONCRETE ABUTMENT, 28 FEET EAST OF THE
 BM1113'CENTERLINE OF THE MAIN LINE TRACK, 6 FEET BELOW THE TOP OF RAIL.
 BM1113
 BM1113                          STATION RECOVERY (1999)
 BM1113
 BM1113'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0226 ***********************************************************************
 BM0226  DESIGNATION -  B 208
 BM0226  PID         -  BM0226
 BM0226  STATE/COUNTY-  TX/BURLESON
 BM0226  USGS QUAD   -  LYONS (1989)
 BM0226
 BM0226                         *CURRENT SURVEY CONTROL
 BM0226  ___________________________________________________________________
 BM0226* NAD 83(1986)-  30 27 33.     (N)    096 37 17.     (W)     SCALED    
 BM0226* NAVD 88     -       103.58   (+/-2cm)     339.8    (feet)  VERTCON   
 BM0226  ___________________________________________________________________
 BM0226  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BM0226
 BM0226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0226
 BM0226.The horizontal coordinates were scaled from a topographic map and have
 BM0226.an estimated accuracy of +/- 6 seconds.
 BM0226
 BM0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0226.The vertical order pertains to the NGVD 29 superseded value.
 BM0226
 BM0226.The geoid height was determined by GEOID03.
 BM0226
 BM0226;                    North         East    Units  Estimated Accuracy
 BM0226;SPC TX C     - 3,093,800.    1,056,400.      MT  (+/- 180 meters Scaled)
 BM0226
 BM0226                          SUPERSEDED SURVEY CONTROL
 BM0226
 BM0226  NGVD 29 (??/??/92)  103.539  (m)          339.69   (f) ADJ UNCH    2 0
 BM0226
 BM0226.Superseded values are not recommended for survey control.
 BM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0226.See file dsdata.txt to determine how the superseded data were derived.
 BM0226
 BM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU283720(NAD 83)
 BM0226_MARKER: DB = BENCH MARK DISK
 BM0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0226_STAMPING: B-208 1934
 BM0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0226+STABILITY: SURFACE MOTION
 BM0226
 BM0226  HISTORY     - Date     Condition        Report By
 BM0226  HISTORY     - 1934     MONUMENTED       CGS
 BM0226  HISTORY     - 19940820 GOOD             USPSQD
 BM0226
 BM0226                          STATION DESCRIPTION
 BM0226
 BM0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0226'0.3 MI SE FROM DAVISON.
 BM0226'0.3 MILES SOUTHEAST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD. 65
 BM0226'YARDS NORTH OF MILE POST 151, 56 FEET NORTHEAST OF CENTER OF TRACK, 4
 BM0226'FEET EAST OF CORNER POST.
 BM0226
 BM0226                          STATION RECOVERY (1994)
 BM0226
 BM0226'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0203 ***********************************************************************
 AX0203  DESIGNATION -  B 209
 AX0203  PID         -  AX0203
 AX0203  STATE/COUNTY-  TX/AUSTIN
 AX0203  USGS QUAD   -  BURLEIGH (1981)
 AX0203
 AX0203                         *CURRENT SURVEY CONTROL
 AX0203  ___________________________________________________________________
 AX0203* NAD 83(1986)-  29 54 19.     (N)    096 13 32.     (W)     SCALED    
 AX0203* NAVD 88     -        49.39   (+/-2cm)     162.0    (feet)  VERTCON   
 AX0203  ___________________________________________________________________
 AX0203  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0203
 AX0203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0203
 AX0203.The horizontal coordinates were scaled from a topographic map and have
 AX0203.an estimated accuracy of +/- 6 seconds.
 AX0203
 AX0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0203.The vertical order pertains to the NGVD 29 superseded value.
 AX0203
 AX0203.The geoid height was determined by GEOID03.
 AX0203
 AX0203;                    North         East    Units  Estimated Accuracy
 AX0203;SPC TXSC     - 4,232,810.      867,900.      MT  (+/- 180 meters Scaled)
 AX0203
 AX0203                          SUPERSEDED SURVEY CONTROL
 AX0203
 AX0203  NGVD 29 (??/??/92)   49.369  (m)          161.97   (f) ADJ UNCH    2 0
 AX0203
 AX0203.Superseded values are not recommended for survey control.
 AX0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0203.See file dsdata.txt to determine how the superseded data were derived.
 AX0203
 AX0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU678115(NAD 83)
 AX0203_MARKER: DB = BENCH MARK DISK
 AX0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0203_SP_SET: STEP
 AX0203_STAMPING: B 209 1933 161.978
 AX0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0203
 AX0203  HISTORY     - Date     Condition        Report By
 AX0203  HISTORY     - 1933     MONUMENTED       CGS
 AX0203  HISTORY     - 1954     GOOD             NGS
 AX0203  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 AX0203
 AX0203                          STATION DESCRIPTION
 AX0203
 AX0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0203'3.4 MI SE FROM BELLVILLE.
 AX0203'3.4 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AX0203'THE STATION AT BELLVILLE, AUSTIN COUNTY, 340 YARDS NORTHWEST OF
 AX0203'MILEPOST 104, AT STONE-ARCH CULVERT 104 A, AT THE SOUTHWEST SIDE, IN
 AX0203'THE TOP OF THE SECOND STEP FROM THE TOP OF THE WEST END.  A STANDARD
 AX0203'DISK.
 AX0203
 AX0203                          STATION RECOVERY (2004)
 AX0203
 AX0203'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0689 ***********************************************************************
 AX0689  DESIGNATION -  B 210
 AX0689  PID         -  AX0689
 AX0689  STATE/COUNTY-  TX/LAVACA
 AX0689  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0689
 AX0689                         *CURRENT SURVEY CONTROL
 AX0689  ___________________________________________________________________
 AX0689* NAD 83(1986)-  29 26 05.     (N)    096 57 06.     (W)     SCALED    
 AX0689* NAVD 88     -        70.93   (+/-2cm)     232.7    (feet)  VERTCON   
 AX0689  ___________________________________________________________________
 AX0689  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0689
 AX0689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0689
 AX0689.The horizontal coordinates were scaled from a topographic map and have
 AX0689.an estimated accuracy of +/- 6 seconds.
 AX0689
 AX0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0689.The vertical order pertains to the NGVD 29 superseded value.
 AX0689
 AX0689.The geoid height was determined by GEOID03.
 AX0689
 AX0689;                    North         East    Units  Estimated Accuracy
 AX0689;SPC TXSC     - 4,179,220.      798,710.      MT  (+/- 180 meters Scaled)
 AX0689
 AX0689                          SUPERSEDED SURVEY CONTROL
 AX0689
 AX0689  NGVD 29 (??/??/92)   70.921  (m)          232.68   (f) ADJ UNCH    2 0
 AX0689
 AX0689.Superseded values are not recommended for survey control.
 AX0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0689.See file dsdata.txt to determine how the superseded data were derived.
 AX0689
 AX0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT986578(NAD 83)
 AX0689_MARKER: DB = BENCH MARK DISK
 AX0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0689_STAMPING: B 210 1934
 AX0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0689+STABILITY: SURFACE MOTION
 AX0689
 AX0689  HISTORY     - Date     Condition        Report By
 AX0689  HISTORY     - 1934     MONUMENTED       CGS
 AX0689  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX0689
 AX0689                          STATION DESCRIPTION
 AX0689
 AX0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0689'0.8 MI SW FROM HALLETTSVILLE.
 AX0689'ABOUT 0.8 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AX0689'THE STATION AT HALLETTSVILLE, LAVACA COUNTY, ABOUT 0.2 MILE NORTHEAST
 AX0689'OF MILEPOST 102, 110 FEET NORTHEAST OF BRIDGE 101 B, 60 FEET NORTHWEST
 AX0689'OF THE CENTER LINE OF THE TRACK, AND 4 FEET NORTHWEST OF THE
 AX0689'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 210 1934 AND SET IN
 AX0689'THE TOP OF A CONCRETE POST.
 AX0689
 AX0689                          STATION RECOVERY (1962)
 AX0689
 AX0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0163 ***********************************************************************
 CB0163  DESIGNATION -  B 211
 CB0163  PID         -  CB0163
 CB0163  STATE/COUNTY-  TX/TOM GREEN
 CB0163  USGS QUAD   -  HULLDALE (1987)
 CB0163
 CB0163                         *CURRENT SURVEY CONTROL
 CB0163  ___________________________________________________________________
 CB0163* NAD 83(1986)-  31 05 50.     (N)    100 30 41.     (W)     SCALED    
 CB0163* NAVD 88     -       655.297  (meters)    2149.92   (feet)  ADJUSTED  
 CB0163  ___________________________________________________________________
 CB0163  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CB0163  DYNAMIC HT  -         654.385 (meters)    2146.93  (feet)  COMP
 CB0163  MODELED GRAV-     979,227.6   (mgal)                       NAVD 88
 CB0163
 CB0163  VERT ORDER  -  SECOND    CLASS 0
 CB0163
 CB0163.The horizontal coordinates were scaled from a topographic map and have
 CB0163.an estimated accuracy of +/- 6 seconds.
 CB0163
 CB0163.The orthometric height was determined by differential leveling
 CB0163.and adjusted by the National Geodetic Survey in June 1991..
 CB0163
 CB0163.The geoid height was determined by GEOID03.
 CB0163
 CB0163.The dynamic height is computed by dividing the NAVD 88
 CB0163.geopotential number by the normal gravity value computed on the
 CB0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0163.degrees latitude (g = 980.6199 gals.).
 CB0163
 CB0163.The modeled gravity was interpolated from observed gravity values.
 CB0163
 CB0163;                    North         East    Units  Estimated Accuracy
 CB0163;SPC TX C     - 3,158,600.      683,010.      MT  (+/- 180 meters Scaled)
 CB0163
 CB0163                          SUPERSEDED SURVEY CONTROL
 CB0163
 CB0163  NGVD 29 (??/??/92)  655.106  (m)         2149.29   (f) ADJ UNCH    2 0
 CB0163
 CB0163.Superseded values are not recommended for survey control.
 CB0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0163.See file dsdata.txt to determine how the superseded data were derived.
 CB0163
 CB0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV558413(NAD 83)
 CB0163_MARKER: DB = BENCH MARK DISK
 CB0163_SETTING: 66 = SET IN ROCK OUTCROP
 CB0163_SP_SET: ROCK OUTCROP
 CB0163_STAMPING: 2149.294 B 211 1934
 CB0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0163+STABILITY: POSITION/ELEVATION WELL
 CB0163
 CB0163  HISTORY     - Date     Condition        Report By
 CB0163  HISTORY     - 1934     MONUMENTED       CGS
 CB0163  HISTORY     - 1972     MARK NOT FOUND   USGS
 CB0163
 CB0163                          STATION DESCRIPTION
 CB0163
 CB0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0163'6.7 MI S FROM CHRISTOVAL.
 CB0163'6.7 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM CHRISTOVAL, TOM GREEN
 CB0163'COUNTY, 45 FEET EAST OF THE CENTERLINE OF THE  HIGHWAY, 12 FEET WEST
 CB0163'OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP.  A
 CB0163'STANDARD DISK, STAMPED 2149.294 B 211 1934.  NOTE-- ROAD CONSTR. IN
 CB0163'AREA.
 CB0163
 CB0163                          STATION RECOVERY (1972)
 CB0163
 CB0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CB0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0049 ***********************************************************************
 CB0049  DESIGNATION -  B 212
 CB0049  PID         -  CB0049
 CB0049  STATE/COUNTY-  TX/RUNNELS
 CB0049  USGS QUAD   -  ROWENA (1984)
 CB0049
 CB0049                         *CURRENT SURVEY CONTROL
 CB0049  ___________________________________________________________________
 CB0049* NAD 83(1986)-  31 38 42.     (N)    100 03 24.     (W)     SCALED    
 CB0049* NAVD 88     -       530.676  (meters)    1741.06   (feet)  ADJUSTED  
 CB0049  ___________________________________________________________________
 CB0049  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 CB0049  DYNAMIC HT  -         529.969 (meters)    1738.74  (feet)  COMP
 CB0049  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 CB0049
 CB0049  VERT ORDER  -  SECOND    CLASS 0
 CB0049
 CB0049.The horizontal coordinates were scaled from a topographic map and have
 CB0049.an estimated accuracy of +/- 6 seconds.
 CB0049
 CB0049.The orthometric height was determined by differential leveling
 CB0049.and adjusted by the National Geodetic Survey in June 1991..
 CB0049
 CB0049.The geoid height was determined by GEOID03.
 CB0049
 CB0049.The dynamic height is computed by dividing the NAVD 88
 CB0049.geopotential number by the normal gravity value computed on the
 CB0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0049.degrees latitude (g = 980.6199 gals.).
 CB0049
 CB0049.The modeled gravity was interpolated from observed gravity values.
 CB0049
 CB0049;                    North         East    Units  Estimated Accuracy
 CB0049;SPC TX C     - 3,219,350.      726,240.      MT  (+/- 180 meters Scaled)
 CB0049
 CB0049                          SUPERSEDED SURVEY CONTROL
 CB0049
 CB0049  NGVD 29 (??/??/92)  530.555  (m)         1740.66   (f) ADJ UNCH    2 0
 CB0049
 CB0049.Superseded values are not recommended for survey control.
 CB0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0049.See file dsdata.txt to determine how the superseded data were derived.
 CB0049
 CB0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA998015(NAD 83)
 CB0049_MARKER: DB = BENCH MARK DISK
 CB0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0049_SP_SET: CULVERT
 CB0049_STAMPING: 1740.548 B 212 1934
 CB0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0049
 CB0049  HISTORY     - Date     Condition        Report By
 CB0049  HISTORY     - 1934     MONUMENTED       CGS
 CB0049  HISTORY     - 1940     GOOD             NGS
 CB0049
 CB0049                          STATION DESCRIPTION
 CB0049
 CB0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0049'0.4 MI SW FROM ROWENA.
 CB0049'0.4 MILE SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CB0049'ROWENA, 300 FEET SOUTHWEST OF MILEPOST 46 AT CONCRETE CULVERT 46A, IN
 CB0049'THE TOP OF THE SOUTHEAST HEADWALL, AND 15 FEET SOUTHEAST OF THE
 CB0049'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 1740.548 B 212
 CB0049'1934.
 CB0049
 CB0049                          STATION RECOVERY (1940)
 CB0049
 CB0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0058 ***********************************************************************
 AX0058  DESIGNATION -  B 212
 AX0058  PID         -  AX0058
 AX0058  STATE/COUNTY-  TX/AUSTIN
 AX0058  USGS QUAD   -  REXVILLE (1981)
 AX0058
 AX0058                         *CURRENT SURVEY CONTROL
 AX0058  ___________________________________________________________________
 AX0058* NAD 83(1986)-  29 43 21.     (N)    096 08 23.     (W)     SCALED    
 AX0058* NAVD 88     -        45.42   (+/-2cm)     149.0    (feet)  VERTCON   
 AX0058  ___________________________________________________________________
 AX0058  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0058
 AX0058  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX0058
 AX0058.The horizontal coordinates were scaled from a topographic map and have
 AX0058.an estimated accuracy of +/- 6 seconds.
 AX0058
 AX0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0058.The vertical order pertains to the NGVD 29 superseded value.
 AX0058
 AX0058.The geoid height was determined by GEOID03.
 AX0058
 AX0058;                    North         East    Units  Estimated Accuracy
 AX0058;SPC TXSC     - 4,212,760.      876,680.      MT  (+/- 180 meters Scaled)
 AX0058
 AX0058                          SUPERSEDED SURVEY CONTROL
 AX0058
 AX0058  NGVD 29 (??/??/92)   45.404  (m)          148.96   (f) ADJ UNCH    1 1
 AX0058
 AX0058.Superseded values are not recommended for survey control.
 AX0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0058.See file dsdata.txt to determine how the superseded data were derived.
 AX0058
 AX0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT766914(NAD 83)
 AX0058_MARKER: DB = BENCH MARK DISK
 AX0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0058_STAMPING: 149.065 B 212 1934
 AX0058_MARK LOGO: CGS   
 AX0058_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0058+STABILITY: SURFACE MOTION
 AX0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0058+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AX0058
 AX0058  HISTORY     - Date     Condition        Report By
 AX0058  HISTORY     - 1934     MONUMENTED       CGS
 AX0058  HISTORY     - 1959     MARK NOT FOUND   USGS
 AX0058  HISTORY     - 1978     GOOD             NGS
 AX0058  HISTORY     - 19991024 GOOD             USPSQD
 AX0058  HISTORY     - 20040329 GOOD             USPSQD
 AX0058
 AX0058                          STATION DESCRIPTION
 AX0058
 AX0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0058'4.25 MI S FROM SEALY.
 AX0058'ABOUT 4-1/4 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 AX0058'FROM THE STATION AT SEALY, AUSTIN COUNTY, ABOUT 0.3 MILE NORTH OF MILE
 AX0058'POLE 90, AT A DIRT-ROAD CROSSING, 42 FEET EAST OF THE EAST RAIL, 34
 AX0058'FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET NORTHEAST OF A
 AX0058'FENCE CORNER, 2.6 FEET EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF
 AX0058'A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE TRACK. A
 AX0058'STANDARD DISK, STAMPED 149.065 B 212 1934 AND SET IN THE TOP OF A
 AX0058'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AX0058
 AX0058                          STATION RECOVERY (1959)
 AX0058
 AX0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 AX0058'MARK NOT FOUND.
 AX0058
 AX0058                          STATION RECOVERY (1978)
 AX0058
 AX0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AX0058'4.2 MI SOUTH OF SEALY.
 AX0058'RECOVERED AS DESCRIBED, EXCEPT OMIT - 3 FEET SOUTH OF A 4X4 WOODEN
 AX0058'WITNESS POST, ADD - 3 FEET EAST OF A METAL WITNESS POST AND 6 FEET
 AX0058'NORTHEAST OF A METAL UNDERGROUND CABLE WARNING SIGN.
 AX0058
 AX0058                          STATION RECOVERY (1999)
 AX0058
 AX0058'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0058'RECOVERED IN GOOD CONDITION.
 AX0058
 AX0058                          STATION RECOVERY (2004)
 AX0058
 AX0058'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0372 ***********************************************************************
 AX0372  DESIGNATION -  B 213
 AX0372  PID         -  AX0372
 AX0372  STATE/COUNTY-  TX/WHARTON
 AX0372  USGS QUAD   -  GLEN FLORA (1980)
 AX0372
 AX0372                         *CURRENT SURVEY CONTROL
 AX0372  ___________________________________________________________________
 AX0372* NAD 83(1986)-  29 22 19.     (N)    096 12 34.     (W)     SCALED    
 AX0372* NAVD 88     -        36.08   (+/-2cm)     118.4    (feet)  VERTCON   
 AX0372  ___________________________________________________________________
 AX0372  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0372
 AX0372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0372
 AX0372.The horizontal coordinates were scaled from a topographic map and have
 AX0372.an estimated accuracy of +/- 6 seconds.
 AX0372
 AX0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0372.The vertical order pertains to the NGVD 29 superseded value.
 AX0372
 AX0372.The geoid height was determined by GEOID03.
 AX0372
 AX0372;                    North         East    Units  Estimated Accuracy
 AX0372;SPC TXSC     - 4,173,750.      870,870.      MT  (+/- 180 meters Scaled)
 AX0372
 AX0372                          SUPERSEDED SURVEY CONTROL
 AX0372
 AX0372  NGVD 29 (??/??/92)   36.083  (m)          118.38   (f) ADJ UNCH    2 0
 AX0372
 AX0372.Superseded values are not recommended for survey control.
 AX0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0372.See file dsdata.txt to determine how the superseded data were derived.
 AX0372
 AX0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT708524(NAD 83)
 AX0372_MARKER: DB = BENCH MARK DISK
 AX0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0372_STAMPING: B 213 1934 118.189
 AX0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0372+STABILITY: SURFACE MOTION
 AX0372
 AX0372  HISTORY     - Date     Condition        Report By
 AX0372  HISTORY     - 1934     MONUMENTED       CGS
 AX0372  HISTORY     - 1943     GOOD             NGS
 AX0372
 AX0372                          STATION DESCRIPTION
 AX0372
 AX0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0372'2.6 MI SE FROM EGYPT.
 AX0372'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT
 AX0372'EGYPT, PROCEED 2.6 MILES SOUTHEASTERLY ALONG THE TRACK TO MILE POST
 AX0372'NO.35 AND SITE OF BENCH MARK.  BENCH MARK IS 48.5 FEET NORTHEAST OF
 AX0372'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE TRACK.  IT IS 4.0 FEET
 AX0372'SOUTHEAST OF MILE POST NO.35, 2.3 FEET SOUTHWEST OF THE NORTHEAST
 AX0372'RIGHT-OF-WAY FENCE, MONUMENT IS 1.9 FOOT SOUTHEAST OF A 4X4 INCH WHITE
 AX0372'WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.  A DISK SET
 AX0372'IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1345 ***********************************************************************
 AY1345  DESIGNATION -  B 214
 AY1345  PID         -  AY1345
 AY1345  STATE/COUNTY-  TX/UVALDE
 AY1345  USGS QUAD   -  CONCAN (1960)
 AY1345
 AY1345                         *CURRENT SURVEY CONTROL
 AY1345  ___________________________________________________________________
 AY1345* NAD 83(1986)-  29 28 47.     (N)    099 40 57.     (W)     SCALED    
 AY1345* NAVD 88     -       375.583  (meters)    1232.23   (feet)  POSTED    
 AY1345  ___________________________________________________________________
 AY1345  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY1345  DYNAMIC HT  -         375.030 (meters)    1230.41  (feet)  COMP
 AY1345  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 AY1345
 AY1345  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1345
 AY1345.The horizontal coordinates were scaled from a topographic map and have
 AY1345.an estimated accuracy of +/- 6 seconds.
 AY1345
 AY1345.The orthometric height was determined by differential leveling
 AY1345.and adjusted by the National Geodetic Survey in 1992..
 AY1345.No vertical observational check was made to the station.
 AY1345.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1345.was located on a no-check spur therefore a value was not computed.
 AY1345
 AY1345.The geoid height was determined by GEOID03.
 AY1345
 AY1345.The dynamic height is computed by dividing the NAVD 88
 AY1345.geopotential number by the normal gravity value computed on the
 AY1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1345.degrees latitude (g = 980.6199 gals.).
 AY1345
 AY1345.The modeled gravity was interpolated from observed gravity values.
 AY1345
 AY1345;                    North         East    Units  Estimated Accuracy
 AY1345;SPC TXSC     - 4,182,660.      533,820.      MT  (+/- 180 meters Scaled)
 AY1345
 AY1345                          SUPERSEDED SURVEY CONTROL
 AY1345
 AY1345  NGVD 29 (??/??/92)  375.497  (m)         1231.94   (f) ADJ UNCH    2 0
 AY1345
 AY1345.Superseded values are not recommended for survey control.
 AY1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1345.See file dsdata.txt to determine how the superseded data were derived.
 AY1345
 AY1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT338613(NAD 83)
 AY1345_MARKER: DB = BENCH MARK DISK
 AY1345_SETTING: 66 = SET IN ROCK OUTCROP
 AY1345_SP_SET: LIMESTONE OUTCROP
 AY1345_STAMPING: B 214 1934
 AY1345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1345+STABILITY: POSITION/ELEVATION WELL
 AY1345
 AY1345  HISTORY     - Date     Condition        Report By
 AY1345  HISTORY     - 1934     MONUMENTED       CGS
 AY1345  HISTORY     - 1953     GOOD             NGS
 AY1345  HISTORY     - 1971     MARK NOT FOUND   USGS
 AY1345  HISTORY     - 20040729 MARK NOT FOUND   USPSQD
 AY1345
 AY1345                          STATION DESCRIPTION
 AY1345
 AY1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1345'2.75 MI SE FROM CONCAN.
 AY1345'2.75 MILES SOUTHEAST ALONG STATE HIGHWAY 127 FROM ITS JUNCTION WITH
 AY1345'U.S. HIGHWAY 83 AT CONCAN, 0.25 MILE SOUTHEAST OF A FARMHOUSE, 0.3
 AY1345'MILE NORTHWEST OF A TREE COVERED HILL, 208 FEET SOUTHEAST OF A SMALL
 AY1345'GROVE OF TREES, 68 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AY1345'14 FEET NORTHEAST OF A FENCE, 14 FEET NORTHEAST OF A WITNESS POST,
 AY1345'FLUSH WITH THE GROUND, SET IN THE TOP OF A LIMESTONE OUTCROP.  NOTE--
 AY1345'THIS MARK HAS BEEN SCRAPED WITH A GRADER.
 AY1345
 AY1345                          STATION RECOVERY (1971)
 AY1345
 AY1345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AY1345'MARK NOT FOUND.
 AY1345
 AY1345                          STATION RECOVERY (2004)
 AY1345
 AY1345'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0291 ***********************************************************************
 AJ0291  DESIGNATION -  B 215
 AJ0291  PID         -  AJ0291
 AJ0291  STATE/COUNTY-  TX/DUVAL
 AJ0291  USGS QUAD   -  PREMONT WEST (1963)
 AJ0291
 AJ0291                         *CURRENT SURVEY CONTROL
 AJ0291  ___________________________________________________________________
 AJ0291* NAD 83(1986)-  27 16 48.     (N)    098 13 50.     (W)     SCALED    
 AJ0291* NAVD 88     -        51.383  (meters)     168.58   (feet)  ADJUSTED  
 AJ0291  ___________________________________________________________________
 AJ0291  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AJ0291  DYNAMIC HT  -          51.302 (meters)     168.31  (feet)  COMP
 AJ0291  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 AJ0291
 AJ0291  VERT ORDER  -  SECOND    CLASS 0
 AJ0291
 AJ0291.The horizontal coordinates were scaled from a topographic map and have
 AJ0291.an estimated accuracy of +/- 6 seconds.
 AJ0291
 AJ0291.The orthometric height was determined by differential leveling
 AJ0291.and adjusted by the National Geodetic Survey in June 1991..
 AJ0291
 AJ0291.The geoid height was determined by GEOID03.
 AJ0291
 AJ0291.The dynamic height is computed by dividing the NAVD 88
 AJ0291.geopotential number by the normal gravity value computed on the
 AJ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0291.degrees latitude (g = 980.6199 gals.).
 AJ0291
 AJ0291.The modeled gravity was interpolated from observed gravity values.
 AJ0291
 AJ0291;                    North         East    Units  Estimated Accuracy
 AJ0291;SPC TX S     - 5,178,770.      326,680.      MT  (+/- 180 meters Scaled)
 AJ0291
 AJ0291                          SUPERSEDED SURVEY CONTROL
 AJ0291
 AJ0291  NGVD 29 (??/??/92)   51.489  (m)          168.93   (f) ADJ UNCH    2 0
 AJ0291
 AJ0291.Superseded values are not recommended for survey control.
 AJ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0291.See file dsdata.txt to determine how the superseded data were derived.
 AJ0291
 AJ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR761176(NAD 83)
 AJ0291_MARKER: DB = BENCH MARK DISK
 AJ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0291_STAMPING: B-215 1934
 AJ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0291+STABILITY: SURFACE MOTION
 AJ0291
 AJ0291  HISTORY     - Date     Condition        Report By
 AJ0291  HISTORY     - 1934     MONUMENTED       CGS
 AJ0291  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0291
 AJ0291                          STATION DESCRIPTION
 AJ0291
 AJ0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AJ0291'7.8 MI NW FROM FALFURRIAS.
 AJ0291'ABOUT 7.8 MILES NW OF, AND ALONG THE FALFURRIAS-HEBBRONVILLE ROAD.
 AJ0291'ABOUT 300 FT. E OF PRIVATE RANCE ROAD TO THE N.  ACROSS THE ROAD N OF
 AJ0291'FARM HOUSE.  30 FT. N FROM CENTER-LINE OF ROAD AND 2.5 FT. N OF R/W
 AJ0291'FENCE.
 AJ0291
 AJ0291                          STATION RECOVERY (1963)
 AJ0291
 AJ0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0464 ***********************************************************************
 AO0464  DESIGNATION -  B 216
 AO0464  PID         -  AO0464
 AO0464  STATE/COUNTY-  TX/DIMMIT
 AO0464  USGS QUAD   -  BIG WELLS (1972)
 AO0464
 AO0464                         *CURRENT SURVEY CONTROL
 AO0464  ___________________________________________________________________
 AO0464* NAD 83(1986)-  28 33 13.     (N)    099 31 05.     (W)     SCALED    
 AO0464* NAVD 88     -       162.448  (meters)     532.96   (feet)  ADJUSTED  
 AO0464  ___________________________________________________________________
 AO0464  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AO0464  DYNAMIC HT  -         162.205 (meters)     532.17  (feet)  COMP
 AO0464  MODELED GRAV-     979,146.8   (mgal)                       NAVD 88
 AO0464
 AO0464  VERT ORDER  -  SECOND    CLASS 0
 AO0464
 AO0464.The horizontal coordinates were scaled from a topographic map and have
 AO0464.an estimated accuracy of +/- 6 seconds.
 AO0464
 AO0464.The orthometric height was determined by differential leveling
 AO0464.and adjusted by the National Geodetic Survey in June 1991..
 AO0464
 AO0464.The geoid height was determined by GEOID03.
 AO0464
 AO0464.The dynamic height is computed by dividing the NAVD 88
 AO0464.geopotential number by the normal gravity value computed on the
 AO0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0464.degrees latitude (g = 980.6199 gals.).
 AO0464
 AO0464.The modeled gravity was interpolated from observed gravity values.
 AO0464
 AO0464;                    North         East    Units  Estimated Accuracy
 AO0464;SPC TXSC     - 4,079,940.      549,310.      MT  (+/- 180 meters Scaled)
 AO0464
 AO0464                          SUPERSEDED SURVEY CONTROL
 AO0464
 AO0464  NGVD 29 (??/??/92)  162.361  (m)          532.68   (f) ADJ UNCH    2 0
 AO0464
 AO0464.Superseded values are not recommended for survey control.
 AO0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0464.See file dsdata.txt to determine how the superseded data were derived.
 AO0464
 AO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS493586(NAD 83)
 AO0464_MARKER: DB = BENCH MARK DISK
 AO0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0464_STAMPING: B-216 1934
 AO0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0464+STABILITY: SURFACE MOTION
 AO0464
 AO0464  HISTORY     - Date     Condition        Report By
 AO0464  HISTORY     - 1934     MONUMENTED       CGS
 AO0464  HISTORY     - 1971     MARK NOT FOUND   USGS
 AO0464
 AO0464                          STATION DESCRIPTION
 AO0464
 AO0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0464'3.1 MI SE FROM BIG WELLS.
 AO0464'3.1 MILES SE OF, AND ALONG THE S. A. U. AND G. R. R. AT ROAD CROSSING
 AO0464'OF BIG-WELLS-COTULLA ROAD.  45 FT. N OF CENTER-LINE OF TRACK AND 40
 AO0464'FT. E OF CENTER-LINE OF ROAD.
 AO0464
 AO0464                          STATION RECOVERY (1971)
 AO0464
 AO0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AO0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0455 ***********************************************************************
 AO0455  DESIGNATION -  B 217
 AO0455  PID         -  AO0455
 AO0455  STATE/COUNTY-  TX/ZAVALA
 AO0455  USGS QUAD   -  LA PRYOR (1972)
 AO0455
 AO0455                         *CURRENT SURVEY CONTROL
 AO0455  ___________________________________________________________________
 AO0455* NAD 83(1986)-  28 52 56.     (N)    099 51 08.     (W)     SCALED    
 AO0455* NAVD 88     -       211.845  (meters)     695.03   (feet)  ADJUSTED  
 AO0455  ___________________________________________________________________
 AO0455  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AO0455  DYNAMIC HT  -         211.535 (meters)     694.01  (feet)  COMP
 AO0455  MODELED GRAV-     979,175.1   (mgal)                       NAVD 88
 AO0455
 AO0455  VERT ORDER  -  SECOND    CLASS 0
 AO0455
 AO0455.The horizontal coordinates were scaled from a topographic map and have
 AO0455.an estimated accuracy of +/- 6 seconds.
 AO0455
 AO0455.The orthometric height was determined by differential leveling
 AO0455.and adjusted by the National Geodetic Survey in June 1991..
 AO0455
 AO0455.The geoid height was determined by GEOID03.
 AO0455
 AO0455.The dynamic height is computed by dividing the NAVD 88
 AO0455.geopotential number by the normal gravity value computed on the
 AO0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0455.degrees latitude (g = 980.6199 gals.).
 AO0455
 AO0455.The modeled gravity was interpolated from observed gravity values.
 AO0455
 AO0455;                    North         East    Units  Estimated Accuracy
 AO0455;SPC TXSC     - 4,116,550.      516,880.      MT  (+/- 180 meters Scaled)
 AO0455
 AO0455                          SUPERSEDED SURVEY CONTROL
 AO0455
 AO0455  NGVD 29 (??/??/92)  211.730  (m)          694.65   (f) ADJ UNCH    2 0
 AO0455
 AO0455.Superseded values are not recommended for survey control.
 AO0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0455.See file dsdata.txt to determine how the superseded data were derived.
 AO0455
 AO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS168952(NAD 83)
 AO0455_MARKER: DB = BENCH MARK DISK
 AO0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0455_STAMPING: B-217 1934
 AO0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0455+STABILITY: SURFACE MOTION
 AO0455
 AO0455  HISTORY     - Date     Condition        Report By
 AO0455  HISTORY     - 1934     MONUMENTED       CGS
 AO0455  HISTORY     - 1940     GOOD             NGS
 AO0455  HISTORY     - 20010507 MARK NOT FOUND   USPSQD
 AO0455
 AO0455                          STATION DESCRIPTION
 AO0455
 AO0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0455'4.2 MI S FROM LA PRYOR.
 AO0455'4.2 MILES S OF, AND ALONG THE S. A. U. AND G. R. R. 24 FT. E OF
 AO0455'CENTER-LINE OF TRACK.  10 FT. N OF MILE POST B-160 AND IN LINE OF
 AO0455'POLES.
 AO0455
 AO0455                          STATION RECOVERY (1940)
 AO0455
 AO0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0455'RECOVERED IN GOOD CONDITION.
 AO0455
 AO0455                          STATION RECOVERY (2001)
 AO0455
 AO0455'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0055 ***********************************************************************
 BO0055  DESIGNATION -  B 218
 BO0055  PID         -  BO0055
 BO0055  STATE/COUNTY-  TX/VAL VERDE
 BO0055  USGS QUAD   -  FOUR MILLS (1973)
 BO0055
 BO0055                         *CURRENT SURVEY CONTROL
 BO0055  ___________________________________________________________________
 BO0055* NAD 83(1986)-  30 02 14.     (N)    100 44 25.     (W)     SCALED    
 BO0055* NAVD 88     -       547.425  (meters)    1796.01   (feet)  ADJUSTED  
 BO0055  ___________________________________________________________________
 BO0055  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BO0055  DYNAMIC HT  -         546.624 (meters)    1793.38  (feet)  COMP
 BO0055  MODELED GRAV-     979,161.8   (mgal)                       NAVD 88
 BO0055
 BO0055  VERT ORDER  -  SECOND    CLASS 0
 BO0055
 BO0055.The horizontal coordinates were scaled from a topographic map and have
 BO0055.an estimated accuracy of +/- 6 seconds.
 BO0055
 BO0055.The orthometric height was determined by differential leveling
 BO0055.and adjusted by the National Geodetic Survey in June 1991..
 BO0055
 BO0055.The geoid height was determined by GEOID03.
 BO0055
 BO0055.The dynamic height is computed by dividing the NAVD 88
 BO0055.geopotential number by the normal gravity value computed on the
 BO0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0055.degrees latitude (g = 980.6199 gals.).
 BO0055
 BO0055.The modeled gravity was interpolated from observed gravity values.
 BO0055
 BO0055;                    North         East    Units  Estimated Accuracy
 BO0055;SPC TXSC     - 4,245,500.      432,170.      MT  (+/- 180 meters Scaled)
 BO0055
 BO0055                          SUPERSEDED SURVEY CONTROL
 BO0055
 BO0055  NGVD 29 (??/??/92)  547.318  (m)         1795.66   (f) ADJ UNCH    2 0
 BO0055
 BO0055.Superseded values are not recommended for survey control.
 BO0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0055.See file dsdata.txt to determine how the superseded data were derived.
 BO0055
 BO0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU322241(NAD 83)
 BO0055_MARKER: DB = BENCH MARK DISK
 BO0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0055_STAMPING: 1795.659 B 218 1934
 BO0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0055+STABILITY: SURFACE MOTION
 BO0055
 BO0055  HISTORY     - Date     Condition        Report By
 BO0055  HISTORY     - 1934     MONUMENTED       CGS
 BO0055  HISTORY     - 1958     MARK NOT FOUND   NGS
 BO0055
 BO0055                          STATION DESCRIPTION
 BO0055
 BO0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0055'6.1 MI N FROM VINEGARONE.
 BO0055'6.1 MILES NORTH ALONG U.S. HIGHWAY 27 FROM VINEGARONE, 0.5 MILE SOUTH
 BO0055'OF THE RANCH GATES ON BOTH SIDES OF THE HIGHWAY, ABOUT 400 FEET NORTH
 BO0055'OF A CURVE, 56 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5
 BO0055'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 BO0055'1795.659 B 218 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 BO0055'BRUSH AND UNDERGROWTH IN THE AREA IS VERY THICK AND THE HIGHWAY HAS
 BO0055'BEEN MOVED ABOUT 0.4 MILE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1454 ***********************************************************************
 AY1454  DESIGNATION -  B 219
 AY1454  PID         -  AY1454
 AY1454  STATE/COUNTY-  TX/KERR
 AY1454  USGS QUAD   -  WELL HOLLOW (1964)
 AY1454
 AY1454                         *CURRENT SURVEY CONTROL
 AY1454  ___________________________________________________________________
 AY1454* NAD 83(1986)-  29 56 56.     (N)    099 32 33.     (W)     SCALED    
 AY1454* NAVD 88     -       665.398  (meters)    2183.06   (feet)  ADJUSTED  
 AY1454  ___________________________________________________________________
 AY1454  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AY1454  DYNAMIC HT  -         664.419 (meters)    2179.85  (feet)  COMP
 AY1454  MODELED GRAV-     979,148.7   (mgal)                       NAVD 88
 AY1454
 AY1454  VERT ORDER  -  SECOND    CLASS 0
 AY1454
 AY1454.The horizontal coordinates were scaled from a topographic map and have
 AY1454.an estimated accuracy of +/- 6 seconds.
 AY1454
 AY1454.The orthometric height was determined by differential leveling
 AY1454.and adjusted by the National Geodetic Survey in June 1991..
 AY1454
 AY1454.The geoid height was determined by GEOID03.
 AY1454
 AY1454.The dynamic height is computed by dividing the NAVD 88
 AY1454.geopotential number by the normal gravity value computed on the
 AY1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1454.degrees latitude (g = 980.6199 gals.).
 AY1454
 AY1454.The modeled gravity was interpolated from observed gravity values.
 AY1454
 AY1454;                    North         East    Units  Estimated Accuracy
 AY1454;SPC TXSC     - 4,234,590.      547,630.      MT  (+/- 180 meters Scaled)
 AY1454
 AY1454                          SUPERSEDED SURVEY CONTROL
 AY1454
 AY1454  NGVD 29 (??/??/92)  665.302  (m)         2182.74   (f) ADJ UNCH    2 0
 AY1454
 AY1454.Superseded values are not recommended for survey control.
 AY1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1454.See file dsdata.txt to determine how the superseded data were derived.
 AY1454
 AY1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU476132(NAD 83)
 AY1454_MARKER: DB = BENCH MARK DISK
 AY1454_SETTING: 66 = SET IN ROCK OUTCROP
 AY1454_SP_SET: ROCK OUTCROP
 AY1454_STAMPING: B 219 1934
 AY1454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1454+STABILITY: POSITION/ELEVATION WELL
 AY1454
 AY1454  HISTORY     - Date     Condition        Report By
 AY1454  HISTORY     - 1934     MONUMENTED       CGS
 AY1454  HISTORY     - 1953     GOOD             NGS
 AY1454
 AY1454                          STATION DESCRIPTION
 AY1454
 AY1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1454'19.2 MI SW FROM HUNT.
 AY1454'19.2 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 AY1454'HUNT, AT THE E.M. PETERS RANCH, 447 FEET NORTH OF THE CENTER LINE OF
 AY1454'THE HIGHWAY, 150 FEET NORTH OF THE NORTHWEST CORNER OF A RANCH HOUSE,
 AY1454'177 FEET WEST OF A LARGE STONE TANK, 154 FEET NORTHEAST OF THE
 AY1454'NORTHEAST CORNER OF A GARAGE, 0.3 FOOT ABOVE THE GROUND, SET IN THE
 AY1454'TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0514 ***********************************************************************
 CC0514  DESIGNATION -  B 22
 CC0514  PID         -  CC0514
 CC0514  STATE/COUNTY-  TX/REEVES
 CC0514  USGS QUAD   -  SAND LAKE (1981)
 CC0514
 CC0514                         *CURRENT SURVEY CONTROL
 CC0514  ___________________________________________________________________
 CC0514* NAD 83(1986)-  31 37 28.     (N)    103 33 09.     (W)     SCALED    
 CC0514* NAVD 88     -       805.280  (meters)    2641.99   (feet)  ADJUSTED  
 CC0514  ___________________________________________________________________
 CC0514  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 CC0514  DYNAMIC HT  -         804.101 (meters)    2638.12  (feet)  COMP
 CC0514  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 CC0514
 CC0514  VERT ORDER  -  FIRST     CLASS II
 CC0514
 CC0514.The horizontal coordinates were scaled from a topographic map and have
 CC0514.an estimated accuracy of +/- 6 seconds.
 CC0514
 CC0514.The orthometric height was determined by differential leveling
 CC0514.and adjusted by the National Geodetic Survey in June 1991..
 CC0514
 CC0514.The geoid height was determined by GEOID03.
 CC0514
 CC0514.The dynamic height is computed by dividing the NAVD 88
 CC0514.geopotential number by the normal gravity value computed on the
 CC0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0514.degrees latitude (g = 980.6199 gals.).
 CC0514
 CC0514.The modeled gravity was interpolated from observed gravity values.
 CC0514
 CC0514;                    North         East    Units  Estimated Accuracy
 CC0514;SPC TX C     - 3,221,450.      394,640.      MT  (+/- 180 meters Scaled)
 CC0514
 CC0514                          SUPERSEDED SURVEY CONTROL
 CC0514
 CC0514  NGVD 29 (??/??/92)  804.900  (m)         2640.74   (f) ADJ UNCH    1 2
 CC0514
 CC0514.Superseded values are not recommended for survey control.
 CC0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0514.See file dsdata.txt to determine how the superseded data were derived.
 CC0514
 CC0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ372997(NAD 83)
 CC0514_MARKER: DB = BENCH MARK DISK
 CC0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0514_STAMPING: B 22 1917 ELEV 2640.743 FT
 CC0514_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0514+STABILITY: SURFACE MOTION
 CC0514
 CC0514  HISTORY     - Date     Condition        Report By
 CC0514  HISTORY     - 1917     MONUMENTED       CGS
 CC0514  HISTORY     - 1956     GOOD             NGS
 CC0514  HISTORY     - 1981     GOOD             NGS
 CC0514
 CC0514                          STATION DESCRIPTION
 CC0514
 CC0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0514'14.4 MI N FROM PECOS.
 CC0514'14.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0514'STATION AT PECOS, 28.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 110 FEET
 CC0514'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 2.5 FEET NORTH OF A
 CC0514'WITNESS POST, 1.6 FEET EAST OF THE 1ST POLE SOUTHEAST OF MILEPOST 257,
 CC0514'SET IN THE TOP OF CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 CC0514'GROUND.
 CC0514
 CC0514                          STATION RECOVERY (1981)
 CC0514
 CC0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0514'22.9 KM (14.2 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0514'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0514'PECOS, 0.2 KM (0.15 MI) NORTHWEST OF A GRAVELED ROAD LEADING EAST,
 CC0514'55.8 METERS (183.0 FT) SOUTHEAST OF MILE POST 257, 33.5 METERS
 CC0514'(110.0 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 8.7 METERS
 CC0514'(28.4 FT) SOUTHWEST OF THE NEAR RAIL, AND 0,8 METER (2.5 FT) NORTH
 CC0514'OF A 4X4 INCH WOODEN WITNESS POST.
 CC0514'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CC0514'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1092 ***********************************************************************
 AY1092  DESIGNATION -  B 220
 AY1092  PID         -  AY1092
 AY1092  STATE/COUNTY-  TX/KERR
 AY1092  USGS QUAD   -  COMFORT (1982)
 AY1092
 AY1092                         *CURRENT SURVEY CONTROL
 AY1092  ___________________________________________________________________
 AY1092* NAD 83(1986)-  29 56 27.     (N)    098 57 50.     (W)     SCALED    
 AY1092* NAVD 88     -       444.318  (meters)    1457.73   (feet)  ADJUSTED  
 AY1092  ___________________________________________________________________
 AY1092  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AY1092  DYNAMIC HT  -         443.683 (meters)    1455.65  (feet)  COMP
 AY1092  MODELED GRAV-     979,197.9   (mgal)                       NAVD 88
 AY1092
 AY1092  VERT ORDER  -  SECOND    CLASS 0
 AY1092
 AY1092.The horizontal coordinates were scaled from a topographic map and have
 AY1092.an estimated accuracy of +/- 6 seconds.
 AY1092
 AY1092.The orthometric height was determined by differential leveling
 AY1092.and adjusted by the National Geodetic Survey in June 1991..
 AY1092
 AY1092.The geoid height was determined by GEOID03.
 AY1092
 AY1092.The dynamic height is computed by dividing the NAVD 88
 AY1092.geopotential number by the normal gravity value computed on the
 AY1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1092.degrees latitude (g = 980.6199 gals.).
 AY1092
 AY1092.The modeled gravity was interpolated from observed gravity values.
 AY1092
 AY1092;                    North         East    Units  Estimated Accuracy
 AY1092;SPC TXSC     - 4,233,570.      603,490.      MT  (+/- 180 meters Scaled)
 AY1092
 AY1092                          SUPERSEDED SURVEY CONTROL
 AY1092
 AY1092  NGVD 29 (??/??/92)  444.250  (m)         1457.51   (f) ADJ UNCH    2 0
 AY1092
 AY1092.Superseded values are not recommended for survey control.
 AY1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1092.See file dsdata.txt to determine how the superseded data were derived.
 AY1092
 AY1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU034122(NAD 83)
 AY1092_MARKER: DB = BENCH MARK DISK
 AY1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1092_STAMPING: B 220 1934
 AY1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1092+STABILITY: SURFACE MOTION
 AY1092
 AY1092  HISTORY     - Date     Condition        Report By
 AY1092  HISTORY     - 1934     MONUMENTED       CGS
 AY1092  HISTORY     - 1953     GOOD             NGS
 AY1092  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1092  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1092
 AY1092                          STATION DESCRIPTION
 AY1092
 AY1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1092'3.9 MI SW FROM COMFORT.
 AY1092'3.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1092'STATION AT COMFORT, AT A PRIVATE ROAD CROSSING, 44 FEET SOUTHEAST OF
 AY1092'THE SOUTHEAST RAIL, 50 FEET NORTHWEST OF THE CENTER LINE OF STATE
 AY1092'HIGHWAY 27, 52 FEET NORTHEAST OF THE NORTHWEST END OF A CONCRETE
 AY1092'CULVERT, 25 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 6 FEET
 AY1092'NORTH OF A TELEPHONE POLE, 2 FEET WEST OF A WITNESS POST, 1.8 MILES
 AY1092'NORTHEAST OF BENCH MARK A 220, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1092'IS 0.2 FOOT BELOW THE TOP OF THE GROUND.  3 POLES NORTHEAST OF
 AY1092'MILEPOST 294.
 AY1092
 AY1092                          STATION RECOVERY (1982)
 AY1092
 AY1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1092'NOT RECOVERED THIS DATE, MAY BE BURIED.
 AY1092
 AY1092                          STATION RECOVERY (2005)
 AY1092
 AY1092'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0358 ***********************************************************************
 BN0358  DESIGNATION -  B 221
 BN0358  PID         -  BN0358
 BN0358  STATE/COUNTY-  TX/REAL
 BN0358  USGS QUAD   -  EARWOOD CREEK SW (1987)
 BN0358
 BN0358                         *CURRENT SURVEY CONTROL
 BN0358  ___________________________________________________________________
 BN0358* NAD 83(1986)-  30 04 09.     (N)    099 55 12.     (W)     SCALED    
 BN0358* NAVD 88     -       713.609  (meters)    2341.23   (feet)  ADJUSTED  
 BN0358  ___________________________________________________________________
 BN0358  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BN0358  DYNAMIC HT  -         712.548 (meters)    2337.75  (feet)  COMP
 BN0358  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 BN0358
 BN0358  VERT ORDER  -  SECOND    CLASS 0
 BN0358
 BN0358.The horizontal coordinates were scaled from a topographic map and have
 BN0358.an estimated accuracy of +/- 6 seconds.
 BN0358
 BN0358.The orthometric height was determined by differential leveling
 BN0358.and adjusted by the National Geodetic Survey in June 1991..
 BN0358
 BN0358.The geoid height was determined by GEOID03.
 BN0358
 BN0358.The dynamic height is computed by dividing the NAVD 88
 BN0358.geopotential number by the normal gravity value computed on the
 BN0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0358.degrees latitude (g = 980.6199 gals.).
 BN0358
 BN0358.The modeled gravity was interpolated from observed gravity values.
 BN0358
 BN0358;                    North         East    Units  Estimated Accuracy
 BN0358;SPC TXSC     - 4,248,150.      511,300.      MT  (+/- 180 meters Scaled)
 BN0358
 BN0358                          SUPERSEDED SURVEY CONTROL
 BN0358
 BN0358  NGVD 29 (??/??/92)  713.532  (m)         2340.98   (f) ADJ UNCH    2 0
 BN0358
 BN0358.Superseded values are not recommended for survey control.
 BN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0358.See file dsdata.txt to determine how the superseded data were derived.
 BN0358
 BN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU113268(NAD 83)
 BN0358_MARKER: DB = BENCH MARK DISK
 BN0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0358_STAMPING: B-221 1934
 BN0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0358+STABILITY: SURFACE MOTION
 BN0358
 BN0358  HISTORY     - Date     Condition        Report By
 BN0358  HISTORY     - 1934     MONUMENTED       CGS
 BN0358  HISTORY     - 1971     GOOD             USGS
 BN0358  HISTORY     - 20010801 MARK NOT FOUND   NGS
 BN0358
 BN0358                          STATION DESCRIPTION
 BN0358
 BN0358'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BN0358'20.3 MI NE FROM ROCKSPRINGS.
 BN0358'FROM THE JUNCTION OF HIGHWAYS U.S. 377 AND TEX. 55 AT EAST EDGE OF
 BN0358'ROCKSPRINGS, PROCEED NORTH ALONG U.S. 377 FOR 7.9 MI TO JUNCTION U.S.
 BN0358'377 AND TEX. 41, THENCE EAST ALONG TEX. 41 FOR 12.4 MI. TO BM ON THE
 BN0358'LEFT, OPPOSITE A CALICHE PIT ON THE RIGHT, 52 FT. NORTHEAST OF
 BN0358'CENTERLINE OF HIGHWAY IN THE CORNER OF A T-FENCE AT ROW FENCE AT SOUTH
 BN0358'CORNER OF A PLOWED FIELD.  A STANDARD CAP SET IN A CONCRETE POST
 BN0358'PROJECTING 0.2 FT.
 BN0358
 BN0358                          STATION RECOVERY (2001)
 BN0358
 BN0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BN0358'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0136 ***********************************************************************
 BO0136  DESIGNATION -  B 222
 BO0136  PID         -  BO0136
 BO0136  STATE/COUNTY-  TX/SUTTON
 BO0136  USGS QUAD   -  SONORA NW (1982)
 BO0136
 BO0136                         *CURRENT SURVEY CONTROL
 BO0136  ___________________________________________________________________
 BO0136* NAD 83(1986)-  30 40 10.     (N)    100 38 49.     (W)     SCALED    
 BO0136* NAVD 88     -       704.779  (meters)    2312.26   (feet)  ADJUSTED  
 BO0136  ___________________________________________________________________
 BO0136  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 BO0136  DYNAMIC HT  -         703.750 (meters)    2308.89  (feet)  COMP
 BO0136  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 BO0136
 BO0136  VERT ORDER  -  SECOND    CLASS 0
 BO0136
 BO0136.The horizontal coordinates were scaled from a topographic map and have
 BO0136.an estimated accuracy of +/- 6 seconds.
 BO0136
 BO0136.The orthometric height was determined by differential leveling
 BO0136.and adjusted by the National Geodetic Survey in June 1991..
 BO0136
 BO0136.The geoid height was determined by GEOID03.
 BO0136
 BO0136.The dynamic height is computed by dividing the NAVD 88
 BO0136.geopotential number by the normal gravity value computed on the
 BO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0136.degrees latitude (g = 980.6199 gals.).
 BO0136
 BO0136.The modeled gravity was interpolated from observed gravity values.
 BO0136
 BO0136;                    North         East    Units  Estimated Accuracy
 BO0136;SPC TX C     - 3,111,210.      669,950.      MT  (+/- 180 meters Scaled)
 BO0136
 BO0136                          SUPERSEDED SURVEY CONTROL
 BO0136
 BO0136  NGVD 29 (??/??/92)  704.581  (m)         2311.61   (f) ADJ UNCH    2 0
 BO0136
 BO0136.Superseded values are not recommended for survey control.
 BO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0136.See file dsdata.txt to determine how the superseded data were derived.
 BO0136
 BO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU422941(NAD 83)
 BO0136_MARKER: DB = BENCH MARK DISK
 BO0136_SETTING: 66 = SET IN ROCK OUTCROP
 BO0136_SP_SET: ROCK
 BO0136_STAMPING: 2311.613 B 222 1934
 BO0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0136+STABILITY: POSITION/ELEVATION WELL
 BO0136
 BO0136  HISTORY     - Date     Condition        Report By
 BO0136  HISTORY     - 1934     MONUMENTED       CGS
 BO0136
 BO0136                          STATION DESCRIPTION
 BO0136
 BO0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0136'7.2 MI N FROM SONORA.
 BO0136'7.2 MILES NORTH ALONG U.S. HIGHWAY 277 FROM SONORA, 80 YARDS NORTHEAST
 BO0136'OF THE EDGE OF A RAVINE, 60 YARDS NORTH OF A SMALL PIPE-CULVERT, 85
 BO0136'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 59 FEET WEST OF THE RIGHT
 BO0136'OF WAY FENCE, AND IN THE TOP OF A FLAT LIMESTONE ROCK. A STANDARD
 BO0136'DISK, STAMPED 2311.613 B 222 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0191 ***********************************************************************
 CB0191  DESIGNATION -  B 223
 CB0191  PID         -  CB0191
 CB0191  STATE/COUNTY-  TX/IRION
 CB0191  USGS QUAD   -  NOELKE NE (1987)
 CB0191
 CB0191                         *CURRENT SURVEY CONTROL
 CB0191  ___________________________________________________________________
 CB0191* NAD 83(1986)-  31 13 46.     (N)    100 49 33.     (W)     SCALED    
 CB0191* NAVD 88     -       682.264  (meters)    2238.39   (feet)  ADJUSTED  
 CB0191  ___________________________________________________________________
 CB0191  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CB0191  DYNAMIC HT  -         681.306 (meters)    2235.25  (feet)  COMP
 CB0191  MODELED GRAV-     979,214.1   (mgal)                       NAVD 88
 CB0191
 CB0191  VERT ORDER  -  FIRST     CLASS II
 CB0191
 CB0191.The horizontal coordinates were scaled from a topographic map and have
 CB0191.an estimated accuracy of +/- 6 seconds.
 CB0191
 CB0191.The orthometric height was determined by differential leveling
 CB0191.and adjusted by the National Geodetic Survey in June 1991..
 CB0191
 CB0191.The geoid height was determined by GEOID03.
 CB0191
 CB0191.The dynamic height is computed by dividing the NAVD 88
 CB0191.geopotential number by the normal gravity value computed on the
 CB0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0191.degrees latitude (g = 980.6199 gals.).
 CB0191
 CB0191.The modeled gravity was interpolated from observed gravity values.
 CB0191
 CB0191;                    North         East    Units  Estimated Accuracy
 CB0191;SPC TX C     - 3,173,350.      653,080.      MT  (+/- 180 meters Scaled)
 CB0191
 CB0191                          SUPERSEDED SURVEY CONTROL
 CB0191
 CB0191  NGVD 29 (??/??/92)  682.087  (m)         2237.81   (f) ADJ UNCH    1 2
 CB0191
 CB0191.Superseded values are not recommended for survey control.
 CB0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0191.See file dsdata.txt to determine how the superseded data were derived.
 CB0191
 CB0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV261564(NAD 83)
 CB0191_MARKER: DB = BENCH MARK DISK
 CB0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0191_STAMPING: B 223 1934
 CB0191_MARK LOGO: CGS   
 CB0191_PROJECTION: PROJECTING 5 CENTIMETERS
 CB0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0191+STABILITY: SURFACE MOTION
 CB0191
 CB0191  HISTORY     - Date     Condition        Report By
 CB0191  HISTORY     - 1934     MONUMENTED       CGS
 CB0191  HISTORY     - 1971     GOOD             USGS
 CB0191  HISTORY     - 1981     GOOD             NGS
 CB0191
 CB0191                          STATION DESCRIPTION
 CB0191
 CB0191'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0191'2 MI SW FROM MERTZON.
 CB0191'BM IS 2.0 MILES SOUTHWEST ALONG THE A.T. AND S. F. RAILWAY FROM
 CB0191'MERTZON, 0.15 MILE NORTHEAST OF MILEPOST 748, 52 FEET NORTHWEST OF THE
 CB0191'CENTERLINE OF THE RR TRACK AND 2 FEET NORTH OF THE RIGHT OF WAY FENCE.
 CB0191'A STANDARD DISK STAMPED B 223 1934 AND SET IN THE TOP OF A CONCRETE
 CB0191'POST.
 CB0191
 CB0191                          STATION RECOVERY (1981)
 CB0191
 CB0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0191'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0191'MERTZON, THENCE 3.2 KM (2.0 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 67,
 CB0191'0.3 KM (0.2 MI) NORTHEAST OF RAILROAD MILEPOST 748, 140.8 METERS
 CB0191'(461.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.4 METERS
 CB0191'(50.5 FT) NORTHWEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA
 CB0191'FE RAILROAD, 2.6 METERS (8.5 FT) WEST OF A UTILITY POLE AND 0.6 METERS
 CB0191'(2.0 FT) NORTHWEST OF A FENCE.
 CB0191'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CB0191'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1400 ***********************************************************************
 FL1400  DESIGNATION -  B 225
 FL1400  PID         -  FL1400
 FL1400  STATE/COUNTY-  TX/MOORE
 FL1400  USGS QUAD   -  LITTLE BLUE CREEK (1972)
 FL1400
 FL1400                         *CURRENT SURVEY CONTROL
 FL1400  ___________________________________________________________________
 FL1400* NAD 83(1986)-  35 51 51.     (N)    101 46 35.     (W)     SCALED    
 FL1400* NAVD 88     -      1064.666  (meters)    3492.99   (feet)  ADJUSTED  
 FL1400  ___________________________________________________________________
 FL1400  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 FL1400  DYNAMIC HT  -        1063.447 (meters)    3488.99  (feet)  COMP
 FL1400  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 FL1400
 FL1400  VERT ORDER  -  SECOND    CLASS 0
 FL1400
 FL1400.The horizontal coordinates were scaled from a topographic map and have
 FL1400.an estimated accuracy of +/- 6 seconds.
 FL1400
 FL1400.The orthometric height was determined by differential leveling
 FL1400.and adjusted by the National Geodetic Survey in June 1991..
 FL1400.WARNING-Repeat measurements at this control monument indicate possible
 FL1400.vertical movement.
 FL1400
 FL1400.The geoid height was determined by GEOID03.
 FL1400
 FL1400.The dynamic height is computed by dividing the NAVD 88
 FL1400.geopotential number by the normal gravity value computed on the
 FL1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1400.degrees latitude (g = 980.6199 gals.).
 FL1400
 FL1400.The modeled gravity was interpolated from observed gravity values.
 FL1400
 FL1400;                    North         East    Units  Estimated Accuracy
 FL1400;SPC TX N     - 1,206,840.      175,040.      MT  (+/- 180 meters Scaled)
 FL1400
 FL1400                          SUPERSEDED SURVEY CONTROL
 FL1400
 FL1400  NGVD 29 (??/??/92) 1064.148  (m)         3491.29   (f) ADJ UNCH    2 0
 FL1400
 FL1400.Superseded values are not recommended for survey control.
 FL1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1400.See file dsdata.txt to determine how the superseded data were derived.
 FL1400
 FL1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE493724(NAD 83)
 FL1400_MARKER: DB = BENCH MARK DISK
 FL1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1400_STAMPING: B 225 1934
 FL1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1400+STABILITY: SURFACE MOTION
 FL1400
 FL1400  HISTORY     - Date     Condition        Report By
 FL1400  HISTORY     - 1934     MONUMENTED       CGS
 FL1400  HISTORY     - 1952     GOOD             NGS
 FL1400
 FL1400                          STATION DESCRIPTION
 FL1400
 FL1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL1400'11.2 MI E FROM DUMAS.
 FL1400'11.2 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1400'HIGHWAY 287 AT DUMAS, 354 FEET SOUTH OF THE CENTER LINE OF THE
 FL1400'HIGHWAY, 345 FEET EAST OF A FENCE LEADING SOUTH, 280 FEET SOUTH OF AN
 FL1400'EAST AND WEST FENCE, 42 FEET SOUTH OF THE CENTER LINE OF THE OLD
 FL1400'HIGHWAY GRADE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 FL1400'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0219 ***********************************************************************
 FL0219  DESIGNATION -  B 227
 FL0219  PID         -  FL0219
 FL0219  STATE/COUNTY-  TX/WHEELER
 FL0219  USGS QUAD   -  WHEELER SE (1976)
 FL0219
 FL0219                         *CURRENT SURVEY CONTROL
 FL0219  ___________________________________________________________________
 FL0219* NAD 83(1986)-  35 19 50.     (N)    100 19 53.     (W)     SCALED    
 FL0219* NAVD 88     -       706.032  (meters)    2316.37   (feet)  ADJUSTED  
 FL0219  ___________________________________________________________________
 FL0219  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL0219  DYNAMIC HT  -         705.290 (meters)    2313.94  (feet)  COMP
 FL0219  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 FL0219
 FL0219  VERT ORDER  -  SECOND    CLASS 0
 FL0219
 FL0219.The horizontal coordinates were scaled from a topographic map and have
 FL0219.an estimated accuracy of +/- 6 seconds.
 FL0219
 FL0219.The orthometric height was determined by differential leveling
 FL0219.and adjusted by the National Geodetic Survey in June 1991..
 FL0219
 FL0219.The geoid height was determined by GEOID03.
 FL0219
 FL0219.The dynamic height is computed by dividing the NAVD 88
 FL0219.geopotential number by the normal gravity value computed on the
 FL0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0219.degrees latitude (g = 980.6199 gals.).
 FL0219
 FL0219.The modeled gravity was interpolated from observed gravity values.
 FL0219
 FL0219;                    North         East    Units  Estimated Accuracy
 FL0219;SPC TX N     - 1,148,240.      306,240.      MT  (+/- 180 meters Scaled)
 FL0219
 FL0219                          SUPERSEDED SURVEY CONTROL
 FL0219
 FL0219  NGVD 29 (??/??/92)  705.712  (m)         2315.32   (f) ADJ UNCH    2 0
 FL0219
 FL0219.Superseded values are not recommended for survey control.
 FL0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0219.See file dsdata.txt to determine how the superseded data were derived.
 FL0219
 FL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE789105(NAD 83)
 FL0219_MARKER: DB = BENCH MARK DISK
 FL0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0219_STAMPING: B-227 1934
 FL0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0219+STABILITY: SURFACE MOTION
 FL0219
 FL0219  HISTORY     - Date     Condition        Report By
 FL0219  HISTORY     - 1934     MONUMENTED       CGS
 FL0219  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL0219
 FL0219                          STATION DESCRIPTION
 FL0219
 FL0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0219'3.4 MI SE FROM MAGIC CITY.
 FL0219'3.4 MILES SE OF AND ALONG THE F.W. AND D. R.R. 1.1 MILE SE OF REFINERY
 FL0219'ON THE RAILROAD.  40 YARDS N OF CENTER OF TRACKS.  13 YARDS E OF MILE
 FL0219'POST N-288.15.
 FL0219
 FL0219                          STATION RECOVERY (1962)
 FL0219
 FL0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1128 ***********************************************************************
 FL1128  DESIGNATION -  B 228
 FL1128  PID         -  FL1128
 FL1128  STATE/COUNTY-  TX/POTTER
 FL1128  USGS QUAD   -  CHUNKY (1969)
 FL1128
 FL1128                         *CURRENT SURVEY CONTROL
 FL1128  ___________________________________________________________________
 FL1128* NAD 83(1986)-  35 25 00.     (N)    101 51 38.     (W)     SCALED    
 FL1128* NAVD 88     -       961.301  (meters)    3153.87   (feet)  ADJUSTED  
 FL1128  ___________________________________________________________________
 FL1128  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1128  DYNAMIC HT  -         960.182 (meters)    3150.20  (feet)  COMP
 FL1128  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 FL1128
 FL1128  VERT ORDER  -  SECOND    CLASS 0
 FL1128
 FL1128.The horizontal coordinates were scaled from a topographic map and have
 FL1128.an estimated accuracy of +/- 6 seconds.
 FL1128
 FL1128.The orthometric height was determined by differential leveling
 FL1128.and adjusted by the National Geodetic Survey in June 1991..
 FL1128
 FL1128.The geoid height was determined by GEOID03.
 FL1128
 FL1128.The dynamic height is computed by dividing the NAVD 88
 FL1128.geopotential number by the normal gravity value computed on the
 FL1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1128.degrees latitude (g = 980.6199 gals.).
 FL1128
 FL1128.The modeled gravity was interpolated from observed gravity values.
 FL1128
 FL1128;                    North         East    Units  Estimated Accuracy
 FL1128;SPC TX N     - 1,157,220.      167,260.      MT  (+/- 180 meters Scaled)
 FL1128
 FL1128                          SUPERSEDED SURVEY CONTROL
 FL1128
 FL1128  NGVD 29 (??/??/92)  960.821  (m)         3152.29   (f) ADJ UNCH    2 0
 FL1128
 FL1128.Superseded values are not recommended for survey control.
 FL1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1128.See file dsdata.txt to determine how the superseded data were derived.
 FL1128
 FL1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE402230(NAD 83)
 FL1128_MARKER: DB = BENCH MARK DISK
 FL1128_SETTING: 66 = SET IN ROCK OUTCROP
 FL1128_SP_SET: OUTCROP
 FL1128_STAMPING: B-228 1934
 FL1128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1128+STABILITY: POSITION/ELEVATION WELL
 FL1128
 FL1128  HISTORY     - Date     Condition        Report By
 FL1128  HISTORY     - 1934     MONUMENTED       CGS
 FL1128
 FL1128                          STATION DESCRIPTION
 FL1128
 FL1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1128'17.6 MI N FROM AMARILLO.
 FL1128'17.6 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1128'AMARILLO, POTTER COUNTY, 90 FEET SOUTHEAST OF BRIDGE 16 B.  100 FEET
 FL1128'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 45 FEET NORTHEAST OF THE
 FL1128'RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP MARKED WITH A
 FL1128'CIRCLE OF ROCKS.  A STANDARD DISK, STAMPED B 228 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0814 ***********************************************************************
 FL0814  DESIGNATION -  B 229
 FL0814  PID         -  FL0814
 FL0814  STATE/COUNTY-  TX/HUTCHINSON
 FL0814  USGS QUAD   -  STINNETT (1978)
 FL0814
 FL0814                         *CURRENT SURVEY CONTROL
 FL0814  ___________________________________________________________________
 FL0814* NAD 83(1986)-  35 49 48.     (N)    101 28 50.     (W)     SCALED    
 FL0814* NAVD 88     -      1009.864  (meters)    3313.20   (feet)  ADJUSTED  
 FL0814  ___________________________________________________________________
 FL0814  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 FL0814  DYNAMIC HT  -        1008.719 (meters)    3309.44  (feet)  COMP
 FL0814  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 FL0814
 FL0814  VERT ORDER  -  SECOND    CLASS 0
 FL0814
 FL0814.The horizontal coordinates were scaled from a topographic map and have
 FL0814.an estimated accuracy of +/- 6 seconds.
 FL0814
 FL0814.The orthometric height was determined by differential leveling
 FL0814.and adjusted by the National Geodetic Survey in June 1991..
 FL0814
 FL0814.The geoid height was determined by GEOID03.
 FL0814
 FL0814.The dynamic height is computed by dividing the NAVD 88
 FL0814.geopotential number by the normal gravity value computed on the
 FL0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0814.degrees latitude (g = 980.6199 gals.).
 FL0814
 FL0814.The modeled gravity was interpolated from observed gravity values.
 FL0814
 FL0814;                    North         East    Units  Estimated Accuracy
 FL0814;SPC TX N     - 1,203,020.      201,760.      MT  (+/- 180 meters Scaled)
 FL0814
 FL0814                          SUPERSEDED SURVEY CONTROL
 FL0814
 FL0814  NGVD 29 (??/??/92) 1009.390  (m)         3311.64   (f) ADJ UNCH    2 0
 FL0814
 FL0814.Superseded values are not recommended for survey control.
 FL0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0814.See file dsdata.txt to determine how the superseded data were derived.
 FL0814
 FL0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE759679(NAD 83)
 FL0814_MARKER: DB = BENCH MARK DISK
 FL0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0814_STAMPING: B-229 1934
 FL0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0814+STABILITY: SURFACE MOTION
 FL0814
 FL0814  HISTORY     - Date     Condition        Report By
 FL0814  HISTORY     - 1934     MONUMENTED       CGS
 FL0814  HISTORY     - 1953     GOOD             USGS
 FL0814
 FL0814                          STATION DESCRIPTION
 FL0814
 FL0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0814'2.4 MI W FROM STINNETT.
 FL0814'2.4 MILES N OF AND ALONG DUMAS-STINNETT HWY. MARK IS SET AT A CURVE IN
 FL0814'THE ROAD 63 FT. S OF THE R/W FENCE.  3 FT. W OF SECTION FENCE RUNNING
 FL0814'N AND S.
 FL0814
 FL0814                          STATION RECOVERY (1953)
 FL0814
 FL0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0598 ***********************************************************************
 CD0598  DESIGNATION -  B 23
 CD0598  PID         -  CD0598
 CD0598  STATE/COUNTY-  TX/HUDSPETH
 CD0598  USGS QUAD   -  ALLAMOORE (1964)
 CD0598
 CD0598                         *CURRENT SURVEY CONTROL
 CD0598  ___________________________________________________________________
 CD0598* NAD 83(1986)-  31 01 44.     (N)    105 02 51.     (W)     SCALED    
 CD0598* NAVD 88     -      1319.093  (meters)    4327.72   (feet)  ADJUSTED  
 CD0598  ___________________________________________________________________
 CD0598  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CD0598  DYNAMIC HT  -        1316.977 (meters)    4320.78  (feet)  COMP
 CD0598  MODELED GRAV-     978,990.9   (mgal)                       NAVD 88
 CD0598
 CD0598  VERT ORDER  -  FIRST     CLASS II
 CD0598
 CD0598.The horizontal coordinates were scaled from a topographic map and have
 CD0598.an estimated accuracy of +/- 6 seconds.
 CD0598
 CD0598.The orthometric height was determined by differential leveling
 CD0598.and adjusted by the National Geodetic Survey in June 1991..
 CD0598
 CD0598.The geoid height was determined by GEOID03.
 CD0598
 CD0598.The dynamic height is computed by dividing the NAVD 88
 CD0598.geopotential number by the normal gravity value computed on the
 CD0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0598.degrees latitude (g = 980.6199 gals.).
 CD0598
 CD0598.The modeled gravity was interpolated from observed gravity values.
 CD0598
 CD0598;                    North         East    Units  Estimated Accuracy
 CD0598;SPC TX C     - 3,160,540.      250,100.      MT  (+/- 180 meters Scaled)
 CD0598
 CD0598                          SUPERSEDED SURVEY CONTROL
 CD0598
 CD0598  NGVD 29 (??/??/92) 1318.524  (m)         4325.86   (f) ADJ UNCH    1 2
 CD0598
 CD0598.Superseded values are not recommended for survey control.
 CD0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0598.See file dsdata.txt to determine how the superseded data were derived.
 CD0598
 CD0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ954328(NAD 83)
 CD0598_MARKER: DB = BENCH MARK DISK
 CD0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0598_STAMPING: B 23 1917 ELEV. 4325.956 FT.
 CD0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0598+STABILITY: SURFACE MOTION
 CD0598
 CD0598  HISTORY     - Date     Condition        Report By
 CD0598  HISTORY     - 1917     MONUMENTED       CGS
 CD0598  HISTORY     - 1957     GOOD             NGS
 CD0598
 CD0598                          STATION DESCRIPTION
 CD0598
 CD0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CD0598'2.3 MI NW FROM HOT WELLS.
 CD0598'ABOUT 2.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0598'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 146 FEET NORTH OF AND
 CD0598'ACROSS THE TRACK FROM MILEPOST 716, 90 FEET NORTH-NORTHEAST OF THE
 CD0598'NEAR RAIL, 4 1/2 FEET SOUTHWEST OF A FENCE, 1 1/2 FEET EAST OF A WHITE
 CD0598'WOODEN WITNESS POST, ABOUT 3 FEET LOWER THAN THE LEVEL OF THE TRACK,
 CD0598'AND IN THE TOP OF A CONCRETE POST PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0882 ***********************************************************************
 FL0882  DESIGNATION -  B 230
 FL0882  PID         -  FL0882
 FL0882  STATE/COUNTY-  TX/CARSON
 FL0882  USGS QUAD   -  CONWAY (1983)
 FL0882
 FL0882                         *CURRENT SURVEY CONTROL
 FL0882  ___________________________________________________________________
 FL0882* NAD 83(1986)-  35 12 32.     (N)    101 22 50.     (W)     SCALED    
 FL0882* NAVD 88     -      1053.610  (meters)    3456.72   (feet)  ADJUSTED  
 FL0882  ___________________________________________________________________
 FL0882  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0882  DYNAMIC HT  -        1052.367 (meters)    3452.64  (feet)  COMP
 FL0882  MODELED GRAV-     979,418.4   (mgal)                       NAVD 88
 FL0882
 FL0882  VERT ORDER  -  FIRST     CLASS II
 FL0882
 FL0882.The horizontal coordinates were scaled from a topographic map and have
 FL0882.an estimated accuracy of +/- 6 seconds.
 FL0882
 FL0882.The orthometric height was determined by differential leveling
 FL0882.and adjusted by the National Geodetic Survey in June 1991..
 FL0882
 FL0882.The geoid height was determined by GEOID03.
 FL0882
 FL0882.The dynamic height is computed by dividing the NAVD 88
 FL0882.geopotential number by the normal gravity value computed on the
 FL0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0882.degrees latitude (g = 980.6199 gals.).
 FL0882
 FL0882.The modeled gravity was interpolated from observed gravity values.
 FL0882
 FL0882;                    North         East    Units  Estimated Accuracy
 FL0882;SPC TX N     - 1,134,120.      210,880.      MT  (+/- 180 meters Scaled)
 FL0882
 FL0882                          SUPERSEDED SURVEY CONTROL
 FL0882
 FL0882  NGVD 29 (??/??/92) 1053.121  (m)         3455.11   (f) ADJ UNCH    1 2
 FL0882
 FL0882.Superseded values are not recommended for survey control.
 FL0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0882.See file dsdata.txt to determine how the superseded data were derived.
 FL0882
 FL0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD833988(NAD 83)
 FL0882_MARKER: DB = BENCH MARK DISK
 FL0882_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FL0882_SP_SET: BUILDING
 FL0882_STAMPING: B 230 1934
 FL0882_MARK LOGO: CGS   
 FL0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0882+STABILITY: SURFACE MOTION
 FL0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FL0882+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 FL0882
 FL0882  HISTORY     - Date     Condition        Report By
 FL0882  HISTORY     - 1934     MONUMENTED       CGS
 FL0882  HISTORY     - 1943     GOOD             NGS
 FL0882  HISTORY     - 1984     GOOD             NGS
 FL0882  HISTORY     - 20030408 GOOD             GEOCAC
 FL0882
 FL0882                          STATION DESCRIPTION
 FL0882
 FL0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0882'IN CONWAY.
 FL0882'AT CONWAY, CARSON COUNTY, AT THE PUBLIC SCHOOL, IN THE EAST STONE WALL
 FL0882'OF THE BUILDING, 10 INCHES FROM THE NORTHEAST CORNER, AND ABOUT ONE
 FL0882'FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED B 230 1934 AND SET
 FL0882'VERTICALLY.
 FL0882
 FL0882                          STATION RECOVERY (1984)
 FL0882
 FL0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0882'RECOVERED IN GOOD CONDITION.
 FL0882
 FL0882                          STATION RECOVERY (2003)
 FL0882
 FL0882'RECOVERY NOTE BY GEOCACHING 2003 (RGG)
 FL0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0738 ***********************************************************************
 DN0738  DESIGNATION -  B 231
 DN0738  PID         -  DN0738
 DN0738  STATE/COUNTY-  TX/MONTAGUE
 DN0738  USGS QUAD   -  SUNSET (1978)
 DN0738
 DN0738                         *CURRENT SURVEY CONTROL
 DN0738  ___________________________________________________________________
 DN0738* NAD 83(1986)-  33 28 18.     (N)    097 46 48.     (W)     SCALED    
 DN0738* NAVD 88     -       303.171  (meters)     994.65   (feet)  ADJUSTED  
 DN0738  ___________________________________________________________________
 DN0738  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DN0738  DYNAMIC HT  -         302.836 (meters)     993.55  (feet)  COMP
 DN0738  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 DN0738
 DN0738  VERT ORDER  -  FIRST     CLASS II
 DN0738
 DN0738.The horizontal coordinates were scaled from a topographic map and have
 DN0738.an estimated accuracy of +/- 6 seconds.
 DN0738
 DN0738.The orthometric height was determined by differential leveling
 DN0738.and adjusted by the National Geodetic Survey in June 1991..
 DN0738.WARNING-Repeat measurements at this control monument indicate possible
 DN0738.vertical movement.
 DN0738
 DN0738.The geoid height was determined by GEOID03.
 DN0738
 DN0738.The dynamic height is computed by dividing the NAVD 88
 DN0738.geopotential number by the normal gravity value computed on the
 DN0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0738.degrees latitude (g = 980.6199 gals.).
 DN0738
 DN0738.The modeled gravity was interpolated from observed gravity values.
 DN0738
 DN0738;                    North         East    Units  Estimated Accuracy
 DN0738;SPC TXNC     - 2,200,390.      666,920.      MT  (+/- 180 meters Scaled)
 DN0738
 DN0738                          SUPERSEDED SURVEY CONTROL
 DN0738
 DN0738  NGVD 29 (??/??/92)  303.224  (m)          994.83   (f) ADJ UNCH    1 2
 DN0738
 DN0738.Superseded values are not recommended for survey control.
 DN0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0738.See file dsdata.txt to determine how the superseded data were derived.
 DN0738
 DN0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC133042(NAD 83)
 DN0738_MARKER: DB = BENCH MARK DISK
 DN0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0738_STAMPING: B 231 1952
 DN0738_MARK LOGO: CGS   
 DN0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0738+STABILITY: SURFACE MOTION
 DN0738
 DN0738  HISTORY     - Date     Condition        Report By
 DN0738  HISTORY     - 1952     MONUMENTED       CGS
 DN0738  HISTORY     - 1984     GOOD             NGS
 DN0738  HISTORY     - 19961130 MARK NOT FOUND   USPSQD
 DN0738
 DN0738                          STATION DESCRIPTION
 DN0738
 DN0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0738'1.5 MI NW FROM SUNSET.
 DN0738'1.5 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0738'THE STATION AT SUNSET, 4 POLES NORTHWEST OF MILEPOST 61, 72 FEET
 DN0738'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 50 FEET SOUTHWEST OF
 DN0738'THE SOUTHWEST RAIL, 58 FEET SOUTHEAST OF A TELEGRAPH POLE, 2.6 FEET
 DN0738'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0738'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0738
 DN0738                          STATION RECOVERY (1984)
 DN0738
 DN0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0738'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0738'TO REACH FOLLOWS.  11.7 KM (7.25 MI) SOUTHEASTERLY ALONG THE
 DN0738'BURLINGTON NORTHERN RAILROAD FROM THE STATION IN BOWIE.  NOTE=THE
 DN0738'MONUMENT HAS BEEN HIT BY MACHINERY, BUT IS SOLID IN PLACE.
 DN0738
 DN0738                          STATION RECOVERY (1996)
 DN0738
 DN0738'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0816 ***********************************************************************
 DN0816  DESIGNATION -  B 232
 DN0816  PID         -  DN0816
 DN0816  STATE/COUNTY-  TX/MONTAGUE
 DN0816  USGS QUAD   -  STONEBURG (1976)
 DN0816
 DN0816                         *CURRENT SURVEY CONTROL
 DN0816  ___________________________________________________________________
 DN0816* NAD 83(1986)-  33 40 05.     (N)    097 54 11.     (W)     SCALED    
 DN0816* NAVD 88     -       283.972  (meters)     931.66   (feet)  ADJUSTED  
 DN0816  ___________________________________________________________________
 DN0816  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0816  DYNAMIC HT  -         283.661 (meters)     930.64  (feet)  COMP
 DN0816  MODELED GRAV-     979,533.3   (mgal)                       NAVD 88
 DN0816
 DN0816  VERT ORDER  -  FIRST     CLASS II
 DN0816
 DN0816.The horizontal coordinates were scaled from a topographic map and have
 DN0816.an estimated accuracy of +/- 6 seconds.
 DN0816
 DN0816.The orthometric height was determined by differential leveling
 DN0816.and adjusted by the National Geodetic Survey in June 1991..
 DN0816
 DN0816.The geoid height was determined by GEOID03.
 DN0816
 DN0816.The dynamic height is computed by dividing the NAVD 88
 DN0816.geopotential number by the normal gravity value computed on the
 DN0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0816.degrees latitude (g = 980.6199 gals.).
 DN0816
 DN0816.The modeled gravity was interpolated from observed gravity values.
 DN0816
 DN0816;                    North         East    Units  Estimated Accuracy
 DN0816;SPC TXNC     - 2,222,100.      655,360.      MT  (+/- 180 meters Scaled)
 DN0816
 DN0816                          SUPERSEDED SURVEY CONTROL
 DN0816
 DN0816  NGVD 29 (??/??/92)  283.866  (m)          931.32   (f) ADJ UNCH    1 2
 DN0816
 DN0816.Superseded values are not recommended for survey control.
 DN0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0816.See file dsdata.txt to determine how the superseded data were derived.
 DN0816
 DN0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC016258(NAD 83)
 DN0816_MARKER: DB = BENCH MARK DISK
 DN0816_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0816_SP_SET: HEADWALL
 DN0816_STAMPING: B 232 1952
 DN0816_MARK LOGO: CGS   
 DN0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0816+STABILITY: SURFACE MOTION
 DN0816
 DN0816  HISTORY     - Date     Condition        Report By
 DN0816  HISTORY     - 1952     MONUMENTED       CGS
 DN0816  HISTORY     - 1984     GOOD             NGS
 DN0816  HISTORY     - 1986     GOOD             NGS
 DN0816
 DN0816                          STATION DESCRIPTION
 DN0816
 DN0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0816'8.2 MI N FROM BOWIE.
 DN0816'8.2 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0816'FROM THE STATION AT BOWIE, 14 POLES NORTH OF MILEPOST 536, 7 POLES
 DN0816'SOUTH OF THE WATER TANK AT STONEBURG, 9.8 FEET EAST OF THE EAST RAIL,
 DN0816'3 POLES SOUTH OF A ROAD CROSSING, SET IN THE TOP OF THE SOUTH END OF
 DN0816'THE EAST HEADWALL OF A CONCRETE CULVERT.
 DN0816
 DN0816                          STATION RECOVERY (1984)
 DN0816
 DN0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0816'RECOVERED IN GOOD CONDITION.
 DN0816
 DN0816                          STATION RECOVERY (1986)
 DN0816
 DN0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0816'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.6 KM
 DN0816'(7.85 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0816'HIGHWAY 287 IN BOWIE, IN TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH
 DN0816'END OF THE EAST CONCRETE HEADWALL OF A BOX CULVERT UNDER THE OKLAHOMA
 DN0816'KANSAS TEXAS RAILROAD, 90.0 M (295.3 FT) SOUTH-SOUTHEAST OF THE CENTER
 DN0816'OF A DIRT ROAD, 75.0 M (246.1 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 DN0816'THE HIGHWAY, AND 3.0 M (9.8 FT) EAST OF THE NEAR RAIL.
 DN0816'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0313 ***********************************************************************
 DN0313  DESIGNATION -  B 233
 DN0313  PID         -  DN0313
 DN0313  STATE/COUNTY-  TX/GRAYSON
 DN0313  USGS QUAD   -  GUNTER (1974)
 DN0313
 DN0313                         *CURRENT SURVEY CONTROL
 DN0313  ___________________________________________________________________
 DN0313* NAD 83(1986)-  33 29 44.     (N)    096 43 58.     (W)     SCALED    
 DN0313* NAVD 88     -       234.458  (meters)     769.22   (feet)  ADJUSTED  
 DN0313  ___________________________________________________________________
 DN0313  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0313  DYNAMIC HT  -         234.212 (meters)     768.41  (feet)  COMP
 DN0313  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DN0313
 DN0313  VERT ORDER  -  SECOND    CLASS 0
 DN0313
 DN0313.The horizontal coordinates were scaled from a topographic map and have
 DN0313.an estimated accuracy of +/- 6 seconds.
 DN0313
 DN0313.The orthometric height was determined by differential leveling
 DN0313.and adjusted by the National Geodetic Survey in June 1991..
 DN0313
 DN0313.The geoid height was determined by GEOID03.
 DN0313
 DN0313.The dynamic height is computed by dividing the NAVD 88
 DN0313.geopotential number by the normal gravity value computed on the
 DN0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0313.degrees latitude (g = 980.6199 gals.).
 DN0313
 DN0313.The modeled gravity was interpolated from observed gravity values.
 DN0313
 DN0313;                    North         East    Units  Estimated Accuracy
 DN0313;SPC TXNC     - 2,204,190.      764,200.      MT  (+/- 180 meters Scaled)
 DN0313
 DN0313                          SUPERSEDED SURVEY CONTROL
 DN0313
 DN0313  NGVD 29 (??/??/92)  234.454  (m)          769.20   (f) ADJ UNCH    2 0
 DN0313
 DN0313.Superseded values are not recommended for survey control.
 DN0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0313.See file dsdata.txt to determine how the superseded data were derived.
 DN0313
 DN0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC106085(NAD 83)
 DN0313_MARKER: DB = BENCH MARK DISK
 DN0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0313_STAMPING: B 233 1952
 DN0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0313+STABILITY: SURFACE MOTION
 DN0313
 DN0313  HISTORY     - Date     Condition        Report By
 DN0313  HISTORY     - 1952     MONUMENTED       CGS
 DN0313  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0313
 DN0313                          STATION DESCRIPTION
 DN0313
 DN0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0313'3.3 MI NE FROM GUNTER.
 DN0313'3.3 MILES NORTHEAST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0313'RAILROAD FROM THE STATION AT GUNTER, 75 FEET SOUTHEAST OF MILEPOST
 DN0313'661-10, 45.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.5 FEET NORTHWEST
 DN0313'OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 DN0313'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 DN0313
 DN0313                          STATION RECOVERY (1999)
 DN0313
 DN0313'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0479 ***********************************************************************
 FM0479  DESIGNATION -  B 234
 FM0479  PID         -  FM0479
 FM0479  STATE/COUNTY-  TX/HARTLEY
 FM0479  USGS QUAD   -  DOYLE HILL (1971)
 FM0479
 FM0479                         *CURRENT SURVEY CONTROL
 FM0479  ___________________________________________________________________
 FM0479* NAD 83(1986)-  35 40 10.     (N)    103 00 57.     (W)     SCALED    
 FM0479* NAVD 88     -      1273.843  (meters)    4179.27   (feet)  ADJUSTED  
 FM0479  ___________________________________________________________________
 FM0479  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 FM0479  DYNAMIC HT  -        1272.335 (meters)    4174.32  (feet)  COMP
 FM0479  MODELED GRAV-     979,405.5   (mgal)                       NAVD 88
 FM0479
 FM0479  VERT ORDER  -  FIRST     CLASS II
 FM0479
 FM0479.The horizontal coordinates were scaled from a topographic map and have
 FM0479.an estimated accuracy of +/- 6 seconds.
 FM0479
 FM0479.The orthometric height was determined by differential leveling
 FM0479.and adjusted by the National Geodetic Survey in June 1991..
 FM0479
 FM0479.The geoid height was determined by GEOID03.
 FM0479
 FM0479.The dynamic height is computed by dividing the NAVD 88
 FM0479.geopotential number by the normal gravity value computed on the
 FM0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0479.degrees latitude (g = 980.6199 gals.).
 FM0479
 FM0479.The modeled gravity was interpolated from observed gravity values.
 FM0479
 FM0479;                    North         East    Units  Estimated Accuracy
 FM0479;SPC TX N     - 1,186,260.       62,780.      MT  (+/- 180 meters Scaled)
 FM0479
 FM0479                          SUPERSEDED SURVEY CONTROL
 FM0479
 FM0479  NGVD 29 (??/??/92) 1273.265  (m)         4177.37   (f) ADJ UNCH    1 2
 FM0479
 FM0479.Superseded values are not recommended for survey control.
 FM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0479.See file dsdata.txt to determine how the superseded data were derived.
 FM0479
 FM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV795491(NAD 83)
 FM0479_MARKER: DB = BENCH MARK DISK
 FM0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0479_STAMPING: B-234 1933
 FM0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0479+STABILITY: SURFACE MOTION
 FM0479
 FM0479  HISTORY     - Date     Condition        Report By
 FM0479  HISTORY     - 1933     MONUMENTED       CGS
 FM0479
 FM0479                          STATION DESCRIPTION
 FM0479
 FM0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0479'6.3 MI SW FROM ROMERO.
 FM0479'6.3 MILES SOUTH WEST OF THE DEPOT ALONG THE ROCK ISLAND RAILROAD.  19
 FM0479'POLES SOUTH WEST OF MILE POLE NO. 584.  SET IN POST, 160 FEET SOUTH
 FM0479'EAST OF THE CENTERLINE OF THE TRACKS AND 2 FEET NORTH WEST OF THE
 FM0479'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0286 ***********************************************************************
 GL0286  DESIGNATION -  B 235
 GL0286  PID         -  GL0286
 GL0286  STATE/COUNTY-  TX/DALLAM
 GL0286  USGS QUAD   -  DALHART WEST (1973)
 GL0286
 GL0286                         *CURRENT SURVEY CONTROL
 GL0286  ___________________________________________________________________
 GL0286* NAD 83(1993)-  36 03 39.99187(N)    102 31 53.00492(W)     ADJUSTED  
 GL0286* NAVD 88     -      1215.134  (meters)    3986.65   (feet)  ADJUSTED  
 GL0286  ___________________________________________________________________
 GL0286  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 GL0286  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 GL0286  DYNAMIC HT  -        1213.723 (meters)    3982.02  (feet)  COMP
 GL0286  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 GL0286
 GL0286  HORZ ORDER  -  SECOND
 GL0286  VERT ORDER  -  FIRST     CLASS II
 GL0286
 GL0286.The horizontal coordinates were established by classical geodetic methods
 GL0286.and adjusted by the National Geodetic Survey in February 1996..
 GL0286
 GL0286.The orthometric height was determined by differential leveling
 GL0286.and adjusted by the National Geodetic Survey in June 1991..
 GL0286
 GL0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0286
 GL0286.The geoid height was determined by GEOID03.
 GL0286
 GL0286.The dynamic height is computed by dividing the NAVD 88
 GL0286.geopotential number by the normal gravity value computed on the
 GL0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0286.degrees latitude (g = 980.6199 gals.).
 GL0286
 GL0286.The modeled gravity was interpolated from observed gravity values.
 GL0286
 GL0286;                    North         East     Units Scale Factor Converg.
 GL0286;SPC TX N     - 1,229,143.548   107,081.970   MT  0.99997378   -0 35 51.8
 GL0286;SPC TX N     - 4,032,615.12    351,318.10   sFT  0.99997378   -0 35 51.8
 GL0286;UTM  13      - 3,993,546.867   722,339.453   MT  1.00020916   +1 27 13.5
 GL0286
 GL0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0286!SPC TX N     -   0.99981321  x   0.99997378  =   0.99978699
 GL0286!UTM  13      -   0.99981321  x   1.00020916  =   1.00002233
 GL0286
 GL0286                          SUPERSEDED SURVEY CONTROL
 GL0286
 GL0286  NAD 83(1993)-  36 03 39.99164(N)    102 31 53.00627(W) AD(       ) 2
 GL0286  NAD 83(1993)-  36 03 40.00043(N)    102 31 52.99653(W) AD(       ) 2
 GL0286  NAD 83(1986)-  36 03 40.00209(N)    102 31 52.99518(W) AD(       ) 2
 GL0286  NAD 27      -  36 03 39.88800(N)    102 31 51.29300(W) AD(       ) 2
 GL0286  NGVD 29 (07/19/86) 1214.57   (m)         3984.8    (f) LEVELING    3  
 GL0286
 GL0286.Superseded values are not recommended for survey control.
 GL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0286.See file dsdata.txt to determine how the superseded data were derived.
 GL0286
 GL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2233993547(NAD 83)
 GL0286_MARKER: DB = BENCH MARK DISK
 GL0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0286_STAMPING: B-235 1933
 GL0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0286+STABILITY: SURFACE MOTION
 GL0286
 GL0286  HISTORY     - Date     Condition        Report By
 GL0286  HISTORY     - 1933     MONUMENTED       CGS
 GL0286  HISTORY     - 1934     GOOD             CGS
 GL0286  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0286
 GL0286                          STATION DESCRIPTION
 GL0286
 GL0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0286'IN DALHART.
 GL0286'ALONG THE ROCK ISLAND RAILROAD.  AT ROAD CROSSING OF 5TH STREET AND
 GL0286'TRACKS 7 POLES SOUTH WEST OF MILE POLE NO. 546.  SET IN POST, 60 FEET
 GL0286'NORTH WEST OF THE CENTERLINE OF THE TRACKS AND 6 FEET SOUTH WEST OF
 GL0286'POLE.
 GL0286
 GL0286                          STATION RECOVERY (1934)
 GL0286
 GL0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 GL0286'THE STATION IS LOCATED ALONG THE NORTH SIDE OF THE ROCK ISLAND
 GL0286'RAILROAD TRACKS.  IT IS LOCATED AIRLINE ABOUT 0.6 MILE WEST OF THE
 GL0286'DALLAM COUNTY COURT HOUSE IN DALHART AND ABOUT 0.3 MILE NORTH OF
 GL0286'U.S. HIGHWAY 54.
 GL0286'
 GL0286'BM B235 (REFERENCE MARK NUMBER ONE) IS A STANDARD U.S. COAST AND
 GL0286'GEODETIC SURVEY BENCH MARK DISK STAMPED B235 1933 SET IN TOP OF
 GL0286'A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 GL0286'GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 65
 GL0286'FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 46 FEET
 GL0286'NORTH-NORTHWEST OF THE NORTH RAIL OF THE RAILROAD TRACK, AND 4 FEET
 GL0286'SOUTHWEST OF A TELEPHONE POLE.
 GL0286
 GL0286                          STATION RECOVERY (1985)
 GL0286
 GL0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0286'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0023 ***********************************************************************
 FM0023  DESIGNATION -  B 236
 FM0023  PID         -  FM0023
 FM0023  STATE/COUNTY-  TX/HARTLEY
 FM0023  USGS QUAD   -  CHANNING (1971)
 FM0023
 FM0023                         *CURRENT SURVEY CONTROL
 FM0023  ___________________________________________________________________
 FM0023* NAD 83(1986)-  35 39 11.     (N)    102 20 14.     (W)     SCALED    
 FM0023* NAVD 88     -      1128.459  (meters)    3702.29   (feet)  ADJUSTED  
 FM0023  ___________________________________________________________________
 FM0023  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 FM0023  DYNAMIC HT  -        1127.131 (meters)    3697.93  (feet)  COMP
 FM0023  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 FM0023
 FM0023  VERT ORDER  -  FIRST     CLASS II
 FM0023
 FM0023.The horizontal coordinates were scaled from a topographic map and have
 FM0023.an estimated accuracy of +/- 6 seconds.
 FM0023
 FM0023.The orthometric height was determined by differential leveling
 FM0023.and adjusted by the National Geodetic Survey in June 1991..
 FM0023
 FM0023.The geoid height was determined by GEOID03.
 FM0023
 FM0023.The dynamic height is computed by dividing the NAVD 88
 FM0023.geopotential number by the normal gravity value computed on the
 FM0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0023.degrees latitude (g = 980.6199 gals.).
 FM0023
 FM0023.The modeled gravity was interpolated from observed gravity values.
 FM0023
 FM0023;                    North         East    Units  Estimated Accuracy
 FM0023;SPC TX N     - 1,183,710.      124,190.      MT  (+/- 180 meters Scaled)
 FM0023
 FM0023                          SUPERSEDED SURVEY CONTROL
 FM0023
 FM0023  NGVD 29 (??/??/92) 1127.916  (m)         3700.50   (f) ADJ UNCH    1 2
 FM0023
 FM0023.Superseded values are not recommended for survey control.
 FM0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0023.See file dsdata.txt to determine how the superseded data were derived.
 FM0023
 FM0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV410487(NAD 83)
 FM0023_MARKER: DB = BENCH MARK DISK
 FM0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0023_STAMPING: B-236 1933
 FM0023_MARK LOGO: CGS   
 FM0023_PROJECTION: FLUSH
 FM0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0023+STABILITY: SURFACE MOTION
 FM0023
 FM0023  HISTORY     - Date     Condition        Report By
 FM0023  HISTORY     - 1933     MONUMENTED       CGS
 FM0023  HISTORY     - 1943     GOOD             NGS
 FM0023  HISTORY     - 1985     GOOD             NGS
 FM0023
 FM0023                          STATION DESCRIPTION
 FM0023
 FM0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0023'2.2 MI SE FROM CHANNING.
 FM0023'2.2 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0023'CITY RAILROAD.  AT PRIVATE ROAD CROSSING, 5 POLES SOUTH OF MILE POLE
 FM0023'NO. 386.  SET IN POST, 36 FEET WEST OF THE CENTERLINE OF THE TRACKS
 FM0023'AND 7 FEET NORTH OF POLE.
 FM0023
 FM0023                          STATION RECOVERY (1943)
 FM0023
 FM0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0023'RECOVERED IN GOOD CONDITION.
 FM0023
 FM0023                          STATION RECOVERY (1985)
 FM0023
 FM0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0023'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. 50.1 KM
 FM0023'(31.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION WITH
 FM0023'U.S. HIGHWAY 54 IN DALHART, THENCE 0.3 KM (0.2 MI) SOUTH ALONG THE
 FM0023'BURLINGTON NORTHERN RAILROAD, 126.0 M (413.4 FT) SOUTH OF MILEPOST
 FM0023'386, 28.6 M (93.8 FT) WEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH,
 FM0023'11.1 M (36.4 FT) WEST OF THE NEAR RAIL, 3.5 M (11.5 FT) EAST OF A
 FM0023'FENCE, AND 2.1 M (6.9 FT) NORTH OF A UTILITY POLE.
 FM0023'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FM0023'THE MARK IS ABOVE LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1079 ***********************************************************************
 FL1079  DESIGNATION -  B 237
 FL1079  PID         -  FL1079
 FL1079  STATE/COUNTY-  TX/POTTER
 FL1079  USGS QUAD   -  CLIFFSIDE (1973)
 FL1079
 FL1079                         *CURRENT SURVEY CONTROL
 FL1079  ___________________________________________________________________
 FL1079* NAD 83(1986)-  35 16 50.     (N)    101 56 03.     (W)     SCALED    
 FL1079* NAVD 88     -      1035.053  (meters)    3395.84   (feet)  ADJUSTED  
 FL1079  ___________________________________________________________________
 FL1079  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1079  DYNAMIC HT  -        1033.832 (meters)    3391.83  (feet)  COMP
 FL1079  MODELED GRAV-     979,419.0   (mgal)                       NAVD 88
 FL1079
 FL1079  VERT ORDER  -  FIRST     CLASS II
 FL1079
 FL1079.The horizontal coordinates were scaled from a topographic map and have
 FL1079.an estimated accuracy of +/- 6 seconds.
 FL1079
 FL1079.The orthometric height was determined by differential leveling
 FL1079.and adjusted by the National Geodetic Survey in June 1991..
 FL1079
 FL1079.The geoid height was determined by GEOID03.
 FL1079
 FL1079.The dynamic height is computed by dividing the NAVD 88
 FL1079.geopotential number by the normal gravity value computed on the
 FL1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1079.degrees latitude (g = 980.6199 gals.).
 FL1079
 FL1079.The modeled gravity was interpolated from observed gravity values.
 FL1079
 FL1079;                    North         East    Units  Estimated Accuracy
 FL1079;SPC TX N     - 1,142,150.      160,510.      MT  (+/- 180 meters Scaled)
 FL1079
 FL1079                          SUPERSEDED SURVEY CONTROL
 FL1079
 FL1079  NGVD 29 (??/??/92) 1034.564  (m)         3394.23   (f) ADJ UNCH    1 2
 FL1079
 FL1079.Superseded values are not recommended for survey control.
 FL1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1079.See file dsdata.txt to determine how the superseded data were derived.
 FL1079
 FL1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE331081(NAD 83)
 FL1079_MARKER: DB = BENCH MARK DISK
 FL1079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1079_SP_SET: CULVERT
 FL1079_STAMPING: B-237 1933
 FL1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1079
 FL1079  HISTORY     - Date     Condition        Report By
 FL1079  HISTORY     - 1933     MONUMENTED       CGS
 FL1079  HISTORY     - 1985     MARK NOT FOUND   NGS
 FL1079
 FL1079                          STATION DESCRIPTION
 FL1079
 FL1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FL1079'3.5 MI SE FROM GENTRY.
 FL1079'3.5 MILES SOUTHEAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FL1079'CITY RAILROAD.  AT CONCRETE CULVERT NO. 343-65, 15 1/2 POLES SOUTH
 FL1079'EAST OF MILE POLE NO. 344, SET IN CONCRETE HEADWALL, 3 1/2 FEET FROM
 FL1079'NORTH WEST END OF THE SOUTH WEST SIDE OF CULVERT.
 FL1079
 FL1079                          STATION RECOVERY (1985)
 FL1079
 FL1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1079'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0038 ***********************************************************************
 GL0038  DESIGNATION -  B 238
 GL0038  PID         -  GL0038
 GL0038  STATE/COUNTY-  TX/SHERMAN
 GL0038  USGS QUAD   -  STRATFORD (1964)
 GL0038
 GL0038                         *CURRENT SURVEY CONTROL
 GL0038  ___________________________________________________________________
 GL0038* NAD 83(1986)-  36 18 48.     (N)    102 06 21.     (W)     SCALED    
 GL0038* NAVD 88     -      1124.782  (meters)    3690.22   (feet)  ADJUSTED  
 GL0038  ___________________________________________________________________
 GL0038  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 GL0038  DYNAMIC HT  -        1123.534 (meters)    3686.13  (feet)  COMP
 GL0038  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 GL0038
 GL0038  VERT ORDER  -  FIRST     CLASS II
 GL0038
 GL0038.The horizontal coordinates were scaled from a topographic map and have
 GL0038.an estimated accuracy of +/- 6 seconds.
 GL0038
 GL0038.The orthometric height was determined by differential leveling
 GL0038.and adjusted by the National Geodetic Survey in June 1991..
 GL0038
 GL0038.The geoid height was determined by GEOID03.
 GL0038
 GL0038.The dynamic height is computed by dividing the NAVD 88
 GL0038.geopotential number by the normal gravity value computed on the
 GL0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0038.degrees latitude (g = 980.6199 gals.).
 GL0038
 GL0038.The modeled gravity was interpolated from observed gravity values.
 GL0038
 GL0038;                    North         East    Units  Estimated Accuracy
 GL0038;SPC TX N     - 1,256,810.      145,590.      MT  (+/- 180 meters Scaled)
 GL0038
 GL0038                          SUPERSEDED SURVEY CONTROL
 GL0038
 GL0038.No superseded survey control is available for this station.
 GL0038
 GL0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA598225(NAD 83)
 GL0038_MARKER: DB = BENCH MARK DISK
 GL0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0038_STAMPING: B-238, 1933
 GL0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0038+STABILITY: SURFACE MOTION
 GL0038
 GL0038  HISTORY     - Date     Condition        Report By
 GL0038  HISTORY     - 1933     MONUMENTED       CGS
 GL0038
 GL0038                          STATION DESCRIPTION
 GL0038
 GL0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0038'2.5 MI SW FROM STRATFORD.
 GL0038'2.5 MILES SOUTH WEST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GL0038'RAILROAD.  AT ROAD CROSSING, 27 POLES SOUTH WEST OF MILE POLE NO. 516.
 GL0038'SET IN POST, 72 FEET SOUTH EAST OF THE CENTERLINE OF THE TRACKS AND
 GL0038'28 FEET NORTH WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0827 ***********************************************************************
 BZ0827  DESIGNATION -  B 240
 BZ0827  PID         -  BZ0827
 BZ0827  STATE/COUNTY-  TX/BELL
 BZ0827  USGS QUAD   -  BELTON (1993)
 BZ0827
 BZ0827                         *CURRENT SURVEY CONTROL
 BZ0827  ___________________________________________________________________
 BZ0827* NAD 83(1986)-  31 04 01.     (N)    097 27 45.     (W)     SCALED    
 BZ0827* NAVD 88     -       175.551  (meters)     575.95   (feet)  ADJUSTED  
 BZ0827  ___________________________________________________________________
 BZ0827  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BZ0827  DYNAMIC HT  -         175.319 (meters)     575.19  (feet)  COMP
 BZ0827  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 BZ0827
 BZ0827  VERT ORDER  -  FIRST     CLASS II
 BZ0827
 BZ0827.The horizontal coordinates were scaled from a topographic map and have
 BZ0827.an estimated accuracy of +/- 6 seconds.
 BZ0827
 BZ0827.The orthometric height was determined by differential leveling
 BZ0827.and adjusted by the National Geodetic Survey in June 1991..
 BZ0827.WARNING-Repeat measurements at this control monument indicate possible
 BZ0827.vertical movement.
 BZ0827
 BZ0827.The geoid height was determined by GEOID03.
 BZ0827
 BZ0827.The dynamic height is computed by dividing the NAVD 88
 BZ0827.geopotential number by the normal gravity value computed on the
 BZ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0827.degrees latitude (g = 980.6199 gals.).
 BZ0827
 BZ0827.The modeled gravity was interpolated from observed gravity values.
 BZ0827
 BZ0827;                    North         East    Units  Estimated Accuracy
 BZ0827;SPC TX C     - 3,158,760.      973,920.      MT  (+/- 180 meters Scaled)
 BZ0827
 BZ0827                          SUPERSEDED SURVEY CONTROL
 BZ0827
 BZ0827  NGVD 29 (??/??/92)  175.502  (m)          575.79   (f) ADJ UNCH    1 2
 BZ0827
 BZ0827.Superseded values are not recommended for survey control.
 BZ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0827.See file dsdata.txt to determine how the superseded data were derived.
 BZ0827
 BZ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV466380(NAD 83)
 BZ0827_MARKER: DB = BENCH MARK DISK
 BZ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0827_STAMPING: B 240 1953
 BZ0827_MARK LOGO: CGS   
 BZ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0827+STABILITY: SURFACE MOTION
 BZ0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ0827+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2002
 BZ0827
 BZ0827  HISTORY     - Date     Condition        Report By
 BZ0827  HISTORY     - 1953     MONUMENTED       CGS
 BZ0827  HISTORY     - 1983     GOOD             NGS
 BZ0827  HISTORY     - 1983     GOOD             NGS
 BZ0827  HISTORY     - 19910126 GOOD             USPSQD
 BZ0827  HISTORY     - 19950715 GOOD             USPSQD
 BZ0827  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0827  HISTORY     - 20020112 GOOD             USPSQD
 BZ0827  HISTORY     - 20031011 GOOD             USPSQD
 BZ0827
 BZ0827                          STATION DESCRIPTION
 BZ0827
 BZ0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0827'IN BELTON.
 BZ0827'AT BELTON, BELL COUNTY, AT THE CAMPUS OF MARTHA HILTON COLLEGE, ON
 BZ0827'COLLEGE STREET, AT THE JUNCTION OF A GRAVEL STREET LEADING WEST TO THE
 BZ0827'COLLEGE, 37 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL STREET, 32 FEET
 BZ0827'WEST OF THE CENTERLINE OF COLLEGE STREET, AND AT THE NORTHEAST CORNER
 BZ0827'OF THE LAWN OF ALMA REEVES CHAPEL, AND SET IN THE TOP OF A CONCRETE
 BZ0827'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 BZ0827
 BZ0827                          STATION RECOVERY (1983)
 BZ0827
 BZ0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0827'RECOVERED IN GOOD CONDITION.
 BZ0827
 BZ0827                          STATION RECOVERY (1983)
 BZ0827
 BZ0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0827'RECOVERED IN GOOD CONDITION.
 BZ0827
 BZ0827                          STATION RECOVERY (1991)
 BZ0827
 BZ0827'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0827'RECOVERED IN GOOD CONDITION.
 BZ0827
 BZ0827                          STATION RECOVERY (1995)
 BZ0827
 BZ0827'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0827'RECOVERED IN GOOD CONDITION.
 BZ0827
 BZ0827                          STATION RECOVERY (2001)
 BZ0827
 BZ0827'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BZ0827'MARK NOT FOUND.
 BZ0827
 BZ0827                          STATION RECOVERY (2002)
 BZ0827
 BZ0827'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ0827'IT APPEARS THAT ANOTHER BUILDING HAS REPLACED THE ABOVE MENTIONED
 BZ0827'CHAPEL.
 BZ0827
 BZ0827                          STATION RECOVERY (2003)
 BZ0827
 BZ0827'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0292 ***********************************************************************
 GL0292  DESIGNATION -  B 241
 GL0292  PID         -  GL0292
 GL0292  STATE/COUNTY-  TX/DALLAM
 GL0292  USGS QUAD   -  COLDWATER EAST (1973)
 GL0292
 GL0292                         *CURRENT SURVEY CONTROL
 GL0292  ___________________________________________________________________
 GL0292* NAD 83(1986)-  36 27 17.     (N)    102 32 25.     (W)     SCALED    
 GL0292* NAVD 88     -      1250.625  (meters)    4103.09   (feet)  ADJUSTED  
 GL0292  ___________________________________________________________________
 GL0292  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 GL0292  DYNAMIC HT  -        1249.226 (meters)    4098.50  (feet)  COMP
 GL0292  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 GL0292
 GL0292  VERT ORDER  -  FIRST     CLASS II
 GL0292
 GL0292.The horizontal coordinates were scaled from a topographic map and have
 GL0292.an estimated accuracy of +/- 6 seconds.
 GL0292
 GL0292.The orthometric height was determined by differential leveling
 GL0292.and adjusted by the National Geodetic Survey in June 1991..
 GL0292
 GL0292.The geoid height was determined by GEOID03.
 GL0292
 GL0292.The dynamic height is computed by dividing the NAVD 88
 GL0292.geopotential number by the normal gravity value computed on the
 GL0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0292.degrees latitude (g = 980.6199 gals.).
 GL0292
 GL0292.The modeled gravity was interpolated from observed gravity values.
 GL0292
 GL0292;                    North         East    Units  Estimated Accuracy
 GL0292;SPC TX N     - 1,272,830.      106,740.      MT  (+/- 180 meters Scaled)
 GL0292
 GL0292                          SUPERSEDED SURVEY CONTROL
 GL0292
 GL0292.No superseded survey control is available for this station.
 GL0292
 GL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA204371(NAD 83)
 GL0292_MARKER: DB = BENCH MARK DISK
 GL0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0292_SP_SET: MONUMENT
 GL0292_STAMPING: B - 241 1933
 GL0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0292
 GL0292  HISTORY     - Date     Condition        Report By
 GL0292  HISTORY     - 1933     MONUMENTED       CGS
 GL0292  HISTORY     - 1934     GOOD             NGS
 GL0292  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0292  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0292
 GL0292                          STATION DESCRIPTION
 GL0292
 GL0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0292'22.4 MI S FROM BOISE CITY, OKLA.
 GL0292'22.4 MILES SOUTH BY HIGHWAY.  FROM COUNTY COURTHOUSE LOCATED ALONG THE
 GL0292'R. OF W. OF STATE HIGHWAY NO. 41.  80 FT. WEST OF THE CENTER LINE OF
 GL0292'HIGHWAY.  74 FT. NORTH OF ROAD WEST TO COLDWATER, TEXAS.  NOTE-- OLD
 GL0292'TEXAS HIGHWAY 41 HAS BEEN WIDENED AND IS NOW US HIGHWAY 385.
 GL0292
 GL0292                          STATION RECOVERY (1973)
 GL0292
 GL0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0292'MARK NOT FOUND.
 GL0292
 GL0292                          STATION RECOVERY (1985)
 GL0292
 GL0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0292'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0259 ***********************************************************************
 GL0259  DESIGNATION -  B 242
 GL0259  PID         -  GL0259
 GL0259  STATE/COUNTY-  TX/DALLAM
 GL0259  USGS QUAD   -  PERICO (1973)
 GL0259
 GL0259                         *CURRENT SURVEY CONTROL
 GL0259  ___________________________________________________________________
 GL0259* NAD 83(1986)-  36 16 33.     (N)    102 51 54.     (W)     SCALED    
 GL0259* NAVD 88     -      1332.553  (meters)    4371.88   (feet)  ADJUSTED  
 GL0259  ___________________________________________________________________
 GL0259  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 GL0259  DYNAMIC HT  -        1331.003 (meters)    4366.80  (feet)  COMP
 GL0259  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 GL0259
 GL0259  VERT ORDER  -  FIRST     CLASS II
 GL0259
 GL0259.The horizontal coordinates were scaled from a topographic map and have
 GL0259.an estimated accuracy of +/- 6 seconds.
 GL0259
 GL0259.The orthometric height was determined by differential leveling
 GL0259.and adjusted by the National Geodetic Survey in June 1991..
 GL0259
 GL0259.The geoid height was determined by GEOID03.
 GL0259
 GL0259.The dynamic height is computed by dividing the NAVD 88
 GL0259.geopotential number by the normal gravity value computed on the
 GL0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0259.degrees latitude (g = 980.6199 gals.).
 GL0259
 GL0259.The modeled gravity was interpolated from observed gravity values.
 GL0259
 GL0259;                    North         East    Units  Estimated Accuracy
 GL0259;SPC TX N     - 1,253,330.       77,360.      MT  (+/- 180 meters Scaled)
 GL0259
 GL0259                          SUPERSEDED SURVEY CONTROL
 GL0259
 GL0259.No superseded survey control is available for this station.
 GL0259
 GL0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA917166(NAD 83)
 GL0259_MARKER: DB = BENCH MARK DISK
 GL0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0259+STABILITY: SURFACE MOTION
 GL0259
 GL0259  HISTORY     - Date     Condition        Report By
 GL0259  HISTORY     - UNK      MONUMENTED       CGS
 GL0259  HISTORY     - 1934     GOOD             NGS
 GL0259  HISTORY     - 1954     MARK NOT FOUND   LOCENG
 GL0259
 GL0259                          STATION DESCRIPTION
 GL0259
 GL0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0259'IN PERICO.
 GL0259'SET ON RIGHT OF WAY OF FT. WORTH AND DENVER R.R. 185 FT. WEST OF TEXAS
 GL0259'(U.S.) HWY. 385.  36 FT. WEST OF CENTER LINE OF TRACK.  175 FT. SO.
 GL0259'EAST OF R.R. STATION AT PERICO, TEXAS.  .6 MILES NO. WEST OF M.P. 441.
 GL0259
 GL0259                          STATION RECOVERY (1954)
 GL0259
 GL0259'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 GL0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0260 ***********************************************************************
 GL0260  DESIGNATION -  B 242 RESET 1956
 GL0260  PID         -  GL0260
 GL0260  STATE/COUNTY-  TX/DALLAM
 GL0260  USGS QUAD   -  PERICO (1973)
 GL0260
 GL0260                         *CURRENT SURVEY CONTROL
 GL0260  ___________________________________________________________________
 GL0260* NAD 83(1986)-  36 16 26.     (N)    102 51 46.     (W)     SCALED    
 GL0260* NAVD 88     -      1332.893  (meters)    4373.00   (feet)  ADJUSTED  
 GL0260  ___________________________________________________________________
 GL0260  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 GL0260  DYNAMIC HT  -        1331.344 (meters)    4367.92  (feet)  COMP
 GL0260  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 GL0260
 GL0260  VERT ORDER  -  FIRST     CLASS II
 GL0260
 GL0260.The horizontal coordinates were scaled from a topographic map and have
 GL0260.an estimated accuracy of +/- 6 seconds.
 GL0260
 GL0260.The orthometric height was determined by differential leveling
 GL0260.and adjusted by the National Geodetic Survey in June 1991..
 GL0260
 GL0260.The geoid height was determined by GEOID03.
 GL0260
 GL0260.The dynamic height is computed by dividing the NAVD 88
 GL0260.geopotential number by the normal gravity value computed on the
 GL0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0260.degrees latitude (g = 980.6199 gals.).
 GL0260
 GL0260.The modeled gravity was interpolated from observed gravity values.
 GL0260
 GL0260;                    North         East    Units  Estimated Accuracy
 GL0260;SPC TX N     - 1,253,110.       77,550.      MT  (+/- 180 meters Scaled)
 GL0260
 GL0260                          SUPERSEDED SURVEY CONTROL
 GL0260
 GL0260.No superseded survey control is available for this station.
 GL0260
 GL0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA919164(NAD 83)
 GL0260_MARKER: DB = BENCH MARK DISK
 GL0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL0260_SP_SET: ABUTMENT
 GL0260_STAMPING: B 242 1934 RESET 1956
 GL0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0260+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL0260
 GL0260  HISTORY     - Date     Condition        Report By
 GL0260  HISTORY     - 1956     MONUMENTED       CGS
 GL0260  HISTORY     - 20040805 GOOD             USPSQD
 GL0260
 GL0260                          STATION DESCRIPTION
 GL0260
 GL0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GL0260'0.25 MI SE FROM PERICO.
 GL0260'0.25 MILE SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0260'THE STATION SIGN AT PERICO, 6.6 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT
 GL0260'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE
 GL0260'WEST CONCRETE ABUTMENT OF BRIDGE 441.37.
 GL0260
 GL0260                          STATION RECOVERY (2004)
 GL0260
 GL0260'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0439 ***********************************************************************
 EM0439  DESIGNATION -  B 243
 EM0439  PID         -  EM0439
 EM0439  STATE/COUNTY-  TX/HARDEMAN
 EM0439  USGS QUAD   -  QUANAH EAST (1984)
 EM0439
 EM0439                         *CURRENT SURVEY CONTROL
 EM0439  ___________________________________________________________________
 EM0439* NAD 83(1986)-  34 22 13.     (N)    099 44 18.     (W)     SCALED    
 EM0439* NAVD 88     -       461.622  (meters)    1514.50   (feet)  ADJUSTED  
 EM0439  ___________________________________________________________________
 EM0439  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EM0439  DYNAMIC HT  -         461.104 (meters)    1512.81  (feet)  COMP
 EM0439  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 EM0439
 EM0439  VERT ORDER  -  SECOND    CLASS 0
 EM0439
 EM0439.The horizontal coordinates were scaled from a topographic map and have
 EM0439.an estimated accuracy of +/- 6 seconds.
 EM0439
 EM0439.The orthometric height was determined by differential leveling
 EM0439.and adjusted by the National Geodetic Survey in June 1991..
 EM0439
 EM0439.The geoid height was determined by GEOID03.
 EM0439
 EM0439.The dynamic height is computed by dividing the NAVD 88
 EM0439.geopotential number by the normal gravity value computed on the
 EM0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0439.degrees latitude (g = 980.6199 gals.).
 EM0439
 EM0439.The modeled gravity was interpolated from observed gravity values.
 EM0439
 EM0439;                    North         East    Units  Estimated Accuracy
 EM0439;SPC TXNC     - 2,300,510.      486,080.      MT  (+/- 180 meters Scaled)
 EM0439
 EM0439                          SUPERSEDED SURVEY CONTROL
 EM0439
 EM0439  NGVD 29 (??/??/92)  461.439  (m)         1513.90   (f) ADJ UNCH    2 0
 EM0439
 EM0439.Superseded values are not recommended for survey control.
 EM0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0439.See file dsdata.txt to determine how the superseded data were derived.
 EM0439
 EM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD321034(NAD 83)
 EM0439_MARKER: DB = BENCH MARK DISK
 EM0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0439_STAMPING: B 243 1934
 EM0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0439+STABILITY: SURFACE MOTION
 EM0439
 EM0439  HISTORY     - Date     Condition        Report By
 EM0439  HISTORY     - 1934     MONUMENTED       CGS
 EM0439  HISTORY     - 1958     GOOD             NGS
 EM0439  HISTORY     - 1960     MARK NOT FOUND   USGS
 EM0439  HISTORY     - 1978     MARK NOT FOUND   USGS
 EM0439  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0439  HISTORY     - 20050301 MARK NOT FOUND   USGS
 EM0439
 EM0439                          STATION DESCRIPTION
 EM0439
 EM0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0439'5.2 MI N FROM QUANAH.
 EM0439'5.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0439'STATION AT QUANAH, HARDEMAN COUNTY, 90 FEET EAST OF MILEPOST 719, AND
 EM0439'45 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED B 243 1934
 EM0439'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK WAS RECOVERED
 EM0439'EAST ACROSS THE RAILROAD FROM MILEPOST 719, 6 FEET NORTH OF A FENCE
 EM0439'POST AND 6 FEET WEST OF A FENCE.  THE MARK IS ABOUT FLUSH WITH THE TOP
 EM0439'OF THE GROUND.
 EM0439
 EM0439                          STATION RECOVERY (1960)
 EM0439
 EM0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EM0439'MARK NOT FOUND.
 EM0439
 EM0439                          STATION RECOVERY (1978)
 EM0439
 EM0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EM0439'MARK NOT FOUND.
 EM0439
 EM0439                          STATION RECOVERY (1984)
 EM0439
 EM0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0439'MARK NOT FOUND.
 EM0439
 EM0439                          STATION RECOVERY (2005)
 EM0439
 EM0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (DMH)
 EM0439'SEARCHED 90 FT EAST OF CURRENT MILEPOST 719, WHICH PLACES THE AREA
 EM0439'EAST OF THE EXISTING FENCE. ALSO SEARCHED GENERAL AREA 6 FT WEST OF
 EM0439'THE EXISTING FENCE. USED METAL DETECTOR IN BOTH LOCATIONS, BUT COULD
 EM0439'NOT LOCTATE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0351 ***********************************************************************
 EM0351  DESIGNATION -  B 244
 EM0351  PID         -  EM0351
 EM0351  STATE/COUNTY-  TX/WILBARGER
 EM0351  USGS QUAD   -  DAVIDSON (1985)
 EM0351
 EM0351                         *CURRENT SURVEY CONTROL
 EM0351  ___________________________________________________________________
 EM0351* NAD 83(1986)-  34 11 22.     (N)    099 06 45.     (W)     SCALED    
 EM0351* NAVD 88     -       344.451  (meters)    1130.09   (feet)  ADJUSTED  
 EM0351  ___________________________________________________________________
 EM0351  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 EM0351  DYNAMIC HT  -         344.067 (meters)    1128.83  (feet)  COMP
 EM0351  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 EM0351
 EM0351  VERT ORDER  -  SECOND    CLASS 0
 EM0351
 EM0351.The horizontal coordinates were scaled from a topographic map and have
 EM0351.an estimated accuracy of +/- 6 seconds.
 EM0351
 EM0351.The orthometric height was determined by differential leveling
 EM0351.and adjusted by the National Geodetic Survey in June 1991..
 EM0351
 EM0351.The geoid height was determined by GEOID03.
 EM0351
 EM0351.The dynamic height is computed by dividing the NAVD 88
 EM0351.geopotential number by the normal gravity value computed on the
 EM0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0351.degrees latitude (g = 980.6199 gals.).
 EM0351
 EM0351.The modeled gravity was interpolated from observed gravity values.
 EM0351
 EM0351;                    North         East    Units  Estimated Accuracy
 EM0351;SPC TXNC     - 2,279,940.      543,540.      MT  (+/- 180 meters Scaled)
 EM0351
 EM0351                          SUPERSEDED SURVEY CONTROL
 EM0351
 EM0351  NGVD 29 (??/??/92)  344.320  (m)         1129.66   (f) ADJ UNCH    2 0
 EM0351
 EM0351.Superseded values are not recommended for survey control.
 EM0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0351.See file dsdata.txt to determine how the superseded data were derived.
 EM0351
 EM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC896831(NAD 83)
 EM0351_MARKER: DB = BENCH MARK DISK
 EM0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0351_STAMPING: B 244 1934
 EM0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0351+STABILITY: SURFACE MOTION
 EM0351
 EM0351  HISTORY     - Date     Condition        Report By
 EM0351  HISTORY     - 1934     MONUMENTED       CGS
 EM0351  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0351
 EM0351                          STATION DESCRIPTION
 EM0351
 EM0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0351'4.3 MI S FROM DAVIDSON.
 EM0351'IN WILBARGER COUNTY, TEXAS, 4.3 MILES SOUTH ALONG THE ST. LOUIS-SAN
 EM0351'FRANCISCO RAILWAY FROM THE STATION AT DAVIDSON, TILLMAN COUNTY,
 EM0351'OKLAHOMA, 50 FEET WEST OF THE FIFTEENTH POLE SOUTH OF MILEPOST 778, AT
 EM0351'A ROAD CROSSING, 30 FEET SOUTH OF THE TRACK, AND IN THE FENCE LINE.
 EM0351'NOTE-- THE AREA IS NOW UNDER CULTIVATION AND MARK WAS THOUGH TO HAVE
 EM0351'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0884 ***********************************************************************
 DN0884  DESIGNATION -  B 245
 DN0884  PID         -  DN0884
 DN0884  STATE/COUNTY-  TX/MONTAGUE
 DN0884  USGS QUAD   -  NOCONA (1982)
 DN0884
 DN0884                         *CURRENT SURVEY CONTROL
 DN0884  ___________________________________________________________________
 DN0884* NAD 83(1986)-  33 47 25.     (N)    097 42 58.     (W)     SCALED    
 DN0884* NAVD 88     -       299.561  (meters)     982.81   (feet)  ADJUSTED  
 DN0884  ___________________________________________________________________
 DN0884  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DN0884  DYNAMIC HT  -         299.241 (meters)     981.76  (feet)  COMP
 DN0884  MODELED GRAV-     979,557.8   (mgal)                       NAVD 88
 DN0884
 DN0884  VERT ORDER  -  SECOND    CLASS 0
 DN0884
 DN0884.The horizontal coordinates were scaled from a topographic map and have
 DN0884.an estimated accuracy of +/- 6 seconds.
 DN0884
 DN0884.The orthometric height was determined by differential leveling
 DN0884.and adjusted by the National Geodetic Survey in June 1991..
 DN0884
 DN0884.The geoid height was determined by GEOID03.
 DN0884
 DN0884.The dynamic height is computed by dividing the NAVD 88
 DN0884.geopotential number by the normal gravity value computed on the
 DN0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0884.degrees latitude (g = 980.6199 gals.).
 DN0884
 DN0884.The modeled gravity was interpolated from observed gravity values.
 DN0884
 DN0884;                    North         East    Units  Estimated Accuracy
 DN0884;SPC TXNC     - 2,235,770.      672,590.      MT  (+/- 180 meters Scaled)
 DN0884
 DN0884                          SUPERSEDED SURVEY CONTROL
 DN0884
 DN0884  NGVD 29 (??/??/92)  299.471  (m)          982.51   (f) ADJ UNCH    2 0
 DN0884
 DN0884.Superseded values are not recommended for survey control.
 DN0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0884.See file dsdata.txt to determine how the superseded data were derived.
 DN0884
 DN0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC188396(NAD 83)
 DN0884_MARKER: DB = BENCH MARK DISK
 DN0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0884_STAMPING: 982.514 B 245 1934
 DN0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0884+STABILITY: SURFACE MOTION
 DN0884
 DN0884  HISTORY     - Date     Condition        Report By
 DN0884  HISTORY     - 1934     MONUMENTED       CGS
 DN0884  HISTORY     - 1950     GOOD             NGS
 DN0884  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN0884
 DN0884                          STATION DESCRIPTION
 DN0884
 DN0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0884'IN NOCONA.
 DN0884'ABOUT 0.6 MILE EAST OF THE DEPOT IN NOCONA, MONTAGUE COUNTY, AND 1/2
 DN0884'MILE WEST OF M.P. NO.741, AT THE WEST END OF A RAILROAD CUT, 250 YARDS
 DN0884'NORTHWEST OF THE NOCONA BOOT CO. PLANT, 1 BLOCK NORTH OF HIGHWAY NO.82
 DN0884'AND 50 YARDS EAST OF THE NORTH END OF A DEAD-END STREET. IT IS ABOUT
 DN0884'LEVEL WITH THE TRACKS AND PROJECTS ABOUT 8 INCHES.
 DN0884
 DN0884                          STATION RECOVERY (1995)
 DN0884
 DN0884'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0477 ***********************************************************************
 DN0477  DESIGNATION -  B 246
 DN0477  PID         -  DN0477
 DN0477  STATE/COUNTY-  TX/GRAYSON
 DN0477  USGS QUAD   -  SADLER (1982)
 DN0477
 DN0477                         *CURRENT SURVEY CONTROL
 DN0477  ___________________________________________________________________
 DN0477* NAD 83(1986)-  33 42 50.     (N)    096 47 06.     (W)     SCALED    
 DN0477* NAVD 88     -       191.285  (meters)     627.57   (feet)  ADJUSTED  
 DN0477  ___________________________________________________________________
 DN0477  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DN0477  DYNAMIC HT  -         191.081 (meters)     626.90  (feet)  COMP
 DN0477  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DN0477
 DN0477  VERT ORDER  -  SECOND    CLASS 0
 DN0477
 DN0477.The horizontal coordinates were scaled from a topographic map and have
 DN0477.an estimated accuracy of +/- 6 seconds.
 DN0477
 DN0477.The orthometric height was determined by differential leveling
 DN0477.and adjusted by the National Geodetic Survey in June 1991..
 DN0477
 DN0477.The geoid height was determined by GEOID03.
 DN0477
 DN0477.The dynamic height is computed by dividing the NAVD 88
 DN0477.geopotential number by the normal gravity value computed on the
 DN0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0477.degrees latitude (g = 980.6199 gals.).
 DN0477
 DN0477.The modeled gravity was interpolated from observed gravity values.
 DN0477
 DN0477;                    North         East    Units  Estimated Accuracy
 DN0477;SPC TXNC     - 2,228,320.      758,950.      MT  (+/- 180 meters Scaled)
 DN0477
 DN0477                          SUPERSEDED SURVEY CONTROL
 DN0477
 DN0477  NGVD 29 (??/??/92)  191.256  (m)          627.48   (f) ADJ UNCH    2 0
 DN0477
 DN0477.Superseded values are not recommended for survey control.
 DN0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0477.See file dsdata.txt to determine how the superseded data were derived.
 DN0477
 DN0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC052326(NAD 83)
 DN0477_MARKER: DB = BENCH MARK DISK
 DN0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0477_SP_SET: TELEPHONE BASE
 DN0477_STAMPING: B 246 1934
 DN0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0477
 DN0477  HISTORY     - Date     Condition        Report By
 DN0477  HISTORY     - 1934     MONUMENTED       CGS
 DN0477  HISTORY     - 1955     MARK NOT FOUND   USGS
 DN0477  HISTORY     - 19951111 GOOD             USPSQD
 DN0477
 DN0477                          STATION DESCRIPTION
 DN0477
 DN0477'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 DN0477'2.7 MI SW FROM HAGERMAN.
 DN0477'ABOUT 2.7 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0477'TEXAS FROM THE STATION AT HAGERMAN, GRAYSON COUNTY, ABOUT 7 POLES WEST
 DN0477'OF MILEPOST 677, ABOUT 200 FEET WEST OF A WOODEN TRESTLE, IN THE SOUTH
 DN0477'END OF A CONCRETE TELEPHONE BASE, ABOUT 8 FEET SOUTH OF THE TRACK, AND
 DN0477'ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED B 246 1934.
 DN0477'NOTE-- RAILROAD GONE UNDER HIGHWATER MARK OF LAKE TEXOMA.
 DN0477
 DN0477                          STATION RECOVERY (1995)
 DN0477
 DN0477'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0629 ***********************************************************************
 DN0629  DESIGNATION -  B 247
 DN0629  PID         -  DN0629
 DN0629  STATE/COUNTY-  TX/DENTON
 DN0629  USGS QUAD   -  PONDER (1968)
 DN0629
 DN0629                         *CURRENT SURVEY CONTROL
 DN0629  ___________________________________________________________________
 DN0629* NAD 83(1986)-  33 08 09.     (N)    097 17 20.     (W)     SCALED    
 DN0629* NAVD 88     -       207.430  (meters)     680.54   (feet)  ADJUSTED  
 DN0629  ___________________________________________________________________
 DN0629  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DN0629  DYNAMIC HT  -         207.191 (meters)     679.76  (feet)  COMP
 DN0629  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 DN0629
 DN0629  VERT ORDER  -  SECOND    CLASS 0
 DN0629
 DN0629.The horizontal coordinates were scaled from a topographic map and have
 DN0629.an estimated accuracy of +/- 6 seconds.
 DN0629
 DN0629.The orthometric height was determined by differential leveling
 DN0629.and adjusted by the National Geodetic Survey in June 1991..
 DN0629
 DN0629.The geoid height was determined by GEOID03.
 DN0629
 DN0629.The dynamic height is computed by dividing the NAVD 88
 DN0629.geopotential number by the normal gravity value computed on the
 DN0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0629.degrees latitude (g = 980.6199 gals.).
 DN0629
 DN0629.The modeled gravity was interpolated from observed gravity values.
 DN0629
 DN0629;                    North         East    Units  Estimated Accuracy
 DN0629;SPC TXNC     - 2,163,570.      712,990.      MT  (+/- 180 meters Scaled)
 DN0629
 DN0629                          SUPERSEDED SURVEY CONTROL
 DN0629
 DN0629  NGVD 29 (??/??/92)  207.394  (m)          680.43   (f) ADJ UNCH    2 0
 DN0629
 DN0629.Superseded values are not recommended for survey control.
 DN0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0629.See file dsdata.txt to determine how the superseded data were derived.
 DN0629
 DN0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB596676(NAD 83)
 DN0629_MARKER: DB = BENCH MARK DISK
 DN0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0629_STAMPING: B-247 1934
 DN0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0629+STABILITY: SURFACE MOTION
 DN0629
 DN0629  HISTORY     - Date     Condition        Report By
 DN0629  HISTORY     - 1934     MONUMENTED       CGS
 DN0629  HISTORY     - 1960     GOOD             NGS
 DN0629  HISTORY     - 19920909 MARK NOT FOUND   USPSQD
 DN0629  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0629  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0629  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0629
 DN0629                          STATION DESCRIPTION
 DN0629
 DN0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0629'3.4 MI N FROM JUSTIN.
 DN0629'3.4 MILES NORTH OF JUSTIN G.C. AND S.F. RR DEPOT.  1 POLE NORTH OF
 DN0629'MILE POST 374 AT GULF COLORADO AND SANTA FE CROSSING.  40 FEET WEST OF
 DN0629'TRACK IN FENCE CORNER.  30 FEET SOUTH OF CENTERLINE OF ROAD.  40 FEET
 DN0629'EAST OF CENTERLINE OF ROAD PARALLELING THE TRACK.
 DN0629
 DN0629                          STATION RECOVERY (1960)
 DN0629
 DN0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DN0629'RECOVERED IN GOOD CONDITION.
 DN0629
 DN0629                          STATION RECOVERY (1992)
 DN0629
 DN0629'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0629'MARK NOT FOUND.
 DN0629
 DN0629                          STATION RECOVERY (1995)
 DN0629
 DN0629'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0629'MARK NOT FOUND.
 DN0629
 DN0629                          STATION RECOVERY (1998)
 DN0629
 DN0629'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0629'MARK NOT FOUND.
 DN0629
 DN0629                          STATION RECOVERY (2005)
 DN0629
 DN0629'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0334 ***********************************************************************
 FM0334  DESIGNATION -  B 248 RESET 1970
 FM0334  PID         -  FM0334
 FM0334  STATE/COUNTY-  TX/POTTER
 FM0334  USGS QUAD   -  BUSHLAND (1984)
 FM0334
 FM0334                         *CURRENT SURVEY CONTROL
 FM0334  ___________________________________________________________________
 FM0334* NAD 83(1986)-  35 11 45.     (N)    102 06 50.     (W)     SCALED    
 FM0334* NAVD 88     -      1176.60   (meters)    3860.2    (feet)  RESET     
 FM0334  ___________________________________________________________________
 FM0334  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 FM0334
 FM0334  VERT ORDER  -  THIRD
 FM0334
 FM0334.The horizontal coordinates were scaled from a topographic map and have
 FM0334.an estimated accuracy of +/- 6 seconds.
 FM0334
 FM0334.The orthometric height was computed from unverified reset data.
 FM0334
 FM0334.The geoid height was determined by GEOID03.
 FM0334
 FM0334;                    North         East    Units  Estimated Accuracy
 FM0334;SPC TX N     - 1,132,840.      144,100.      MT  (+/- 180 meters Scaled)
 FM0334
 FM0334                          SUPERSEDED SURVEY CONTROL
 FM0334
 FM0334.No superseded survey control is available for this station.
 FM0334
 FM0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU627985(NAD 83)
 FM0334_MARKER: DB = BENCH MARK DISK
 FM0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0334_SP_SET: MEDIAN
 FM0334_STAMPING: B 248 RESET 1970
 FM0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0334
 FM0334  HISTORY     - Date     Condition        Report By
 FM0334  HISTORY     - 1970     MONUMENTED       NGS
 FM0334
 FM0334                          STATION DESCRIPTION
 FM0334
 FM0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FM0334'5.05 MI E FROM WILDORADO.
 FM0334'ABOUT 5.05 MILES EAST ALONG INTERSTATE 40 FROM THE POST OFFICE IN
 FM0334'WILDORADO TO SITE OF BENCH MARK, OR 3.1 MILES WEST ALONG THE
 FM0334'INTERSTATE FROM THE BUSHLAND ELEVATOR TO SITE OF BENCH MARK, ABOUT
 FM0334'0.15 MILE WEST OF A CROSSROAD, IN THE MEDIAN OF INTERSTATE 40, 41 FEET
 FM0334'NORTH OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE, AT STATE
 FM0334'HIGHWAY STATION NUMBER 154 + 86.  A C AND GS BENCH MARK DISK CEMENTED
 FM0334'IN A DRILL HOLE IN THE NORTHWEST CORNER OF A WATER INLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1261 ***********************************************************************
 BY1261  DESIGNATION -  B 249
 BY1261  PID         -  BY1261
 BY1261  STATE/COUNTY-  TX/CHEROKEE
 BY1261  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1261
 BY1261                         *CURRENT SURVEY CONTROL
 BY1261  ___________________________________________________________________
 BY1261* NAD 83(1986)-  31 56 26.     (N)    095 20 05.     (W)     SCALED    
 BY1261* NAVD 88     -       162.093  (meters)     531.80   (feet)  ADJUSTED  
 BY1261  ___________________________________________________________________
 BY1261  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1261  DYNAMIC HT  -         161.897 (meters)     531.16  (feet)  COMP
 BY1261  MODELED GRAV-     979,429.5   (mgal)                       NAVD 88
 BY1261
 BY1261  VERT ORDER  -  FIRST     CLASS II
 BY1261
 BY1261.The horizontal coordinates were scaled from a topographic map and have
 BY1261.an estimated accuracy of +/- 6 seconds.
 BY1261
 BY1261.The orthometric height was determined by differential leveling
 BY1261.and adjusted by the National Geodetic Survey in June 1991..
 BY1261
 BY1261.The geoid height was determined by GEOID03.
 BY1261
 BY1261.The dynamic height is computed by dividing the NAVD 88
 BY1261.geopotential number by the normal gravity value computed on the
 BY1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1261.degrees latitude (g = 980.6199 gals.).
 BY1261
 BY1261.The modeled gravity was interpolated from observed gravity values.
 BY1261
 BY1261;                    North         East    Units  Estimated Accuracy
 BY1261;SPC TX C     - 3,262,700.    1,172,490.      MT  (+/- 180 meters Scaled)
 BY1261
 BY1261                          SUPERSEDED SURVEY CONTROL
 BY1261
 BY1261  NGVD 29 (??/??/92)  162.111  (m)          531.86   (f) ADJ UNCH    1 2
 BY1261
 BY1261.Superseded values are not recommended for survey control.
 BY1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1261.See file dsdata.txt to determine how the superseded data were derived.
 BY1261
 BY1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR793362(NAD 83)
 BY1261_MARKER: DB = BENCH MARK DISK
 BY1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1261_STAMPING: B 249 1952
 BY1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1261+STABILITY: SURFACE MOTION
 BY1261
 BY1261  HISTORY     - Date     Condition        Report By
 BY1261  HISTORY     - 1952     MONUMENTED       CGS
 BY1261  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1261  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1261  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 BY1261  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1261
 BY1261                          STATION DESCRIPTION
 BY1261
 BY1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1261'4.05 MI SW FROM JACKSONVILLE.
 BY1261'1.1 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY1261'RAILROAD FROM THE STATION AT JACKSONVILLE, THENCE 2.95 MILES SOUTHWEST
 BY1261'ALONG U.S. HIGHWAY 79, 121 FEET NORTHEAST OF THE CENTER LINE OF A
 BY1261'GRAVELED ROAD LEADING SOUTH, 55.4 FEET SOUTHEAST OF THE CENTER LINE OF
 BY1261'THE HIGHWAY, 11 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHWEST
 BY1261'OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BY1261'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BY1261
 BY1261                          STATION RECOVERY (1977)
 BY1261
 BY1261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1261'MARK NOT FOUND.
 BY1261
 BY1261                          STATION RECOVERY (1980)
 BY1261
 BY1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1261'MARK NOT FOUND.
 BY1261
 BY1261                          STATION RECOVERY (1991)
 BY1261
 BY1261'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY1261'MARK NOT FOUND.
 BY1261
 BY1261                          STATION RECOVERY (1996)
 BY1261
 BY1261'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0483 ***********************************************************************
 DO0483  DESIGNATION -  B 25
 DO0483  PID         -  DO0483
 DO0483  STATE/COUNTY-  TX/HASKELL
 DO0483  USGS QUAD   -  PINKERTON (1966)
 DO0483
 DO0483                         *CURRENT SURVEY CONTROL
 DO0483  ___________________________________________________________________
 DO0483* NAD 83(1986)-  33 13 17.     (N)    099 52 20.     (W)     SCALED    
 DO0483* NAVD 88     -       504.034  (meters)    1653.65   (feet)  ADJUSTED  
 DO0483  ___________________________________________________________________
 DO0483  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DO0483  DYNAMIC HT  -         503.414 (meters)    1651.62  (feet)  COMP
 DO0483  MODELED GRAV-     979,392.0   (mgal)                       NAVD 88
 DO0483
 DO0483  VERT ORDER  -  FIRST     CLASS II
 DO0483
 DO0483.The horizontal coordinates were scaled from a topographic map and have
 DO0483.an estimated accuracy of +/- 6 seconds.
 DO0483
 DO0483.The orthometric height was determined by differential leveling
 DO0483.and adjusted by the National Geodetic Survey in June 1991..
 DO0483
 DO0483.The geoid height was determined by GEOID03.
 DO0483
 DO0483.The dynamic height is computed by dividing the NAVD 88
 DO0483.geopotential number by the normal gravity value computed on the
 DO0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0483.degrees latitude (g = 980.6199 gals.).
 DO0483
 DO0483.The modeled gravity was interpolated from observed gravity values.
 DO0483
 DO0483;                    North         East    Units  Estimated Accuracy
 DO0483;SPC TXNC     - 2,173,240.      472,100.      MT  (+/- 180 meters Scaled)
 DO0483
 DO0483                          SUPERSEDED SURVEY CONTROL
 DO0483
 DO0483  NGVD 29 (??/??/92)  503.862  (m)         1653.09   (f) ADJ UNCH    1 2
 DO0483
 DO0483.Superseded values are not recommended for survey control.
 DO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0483.See file dsdata.txt to determine how the superseded data were derived.
 DO0483
 DO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB187761(NAD 83)
 DO0483_MARKER: DD = SURVEY DISK
 DO0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0483_STAMPING: 1653.087 B 25 1925
 DO0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0483+STABILITY: SURFACE MOTION
 DO0483
 DO0483  HISTORY     - Date     Condition        Report By
 DO0483  HISTORY     - 1925     MONUMENTED       USGS
 DO0483  HISTORY     - 1958     MARK NOT FOUND   NGS
 DO0483
 DO0483                          STATION DESCRIPTION
 DO0483
 DO0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0483'2.8 MI N FROM RULE.
 DO0483'2.8 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM RULE,
 DO0483'HASKELL COUNTY, AT A DIRT-ROAD CROSSING, 35 FEET EAST OF THE TRACK, 18
 DO0483'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE GROUND. A
 DO0483'U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1653.087 B 25 1925 AND
 DO0483'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT APPEARS THAT DIRT HAS
 DO0483'BEEN TAKEN FROM THE AREA AND MARK WAS PROBABLY DESTROYED WHEN THIS WAS
 DO0483'DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2014 ***********************************************************************
 BY2014  DESIGNATION -  B 250
 BY2014  PID         -  BY2014
 BY2014  STATE/COUNTY-  TX/LEON
 BY2014  USGS QUAD   -  KEECHI (1964)
 BY2014
 BY2014                         *CURRENT SURVEY CONTROL
 BY2014  ___________________________________________________________________
 BY2014* NAD 83(1986)-  31 31 30.     (N)    095 56 00.     (W)     SCALED    
 BY2014* NAVD 88     -        84.849  (meters)     278.38   (feet)  ADJUSTED  
 BY2014  ___________________________________________________________________
 BY2014  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BY2014  DYNAMIC HT  -          84.745 (meters)     278.03  (feet)  COMP
 BY2014  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 BY2014
 BY2014  VERT ORDER  -  FIRST     CLASS II
 BY2014
 BY2014.The horizontal coordinates were scaled from a topographic map and have
 BY2014.an estimated accuracy of +/- 6 seconds.
 BY2014
 BY2014.The orthometric height was determined by differential leveling
 BY2014.and adjusted by the National Geodetic Survey in June 1991..
 BY2014
 BY2014.The geoid height was determined by GEOID03.
 BY2014
 BY2014.The dynamic height is computed by dividing the NAVD 88
 BY2014.geopotential number by the normal gravity value computed on the
 BY2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2014.degrees latitude (g = 980.6199 gals.).
 BY2014
 BY2014.The modeled gravity was interpolated from observed gravity values.
 BY2014
 BY2014;                    North         East    Units  Estimated Accuracy
 BY2014;SPC TX C     - 3,214,270.    1,117,760.      MT  (+/- 180 meters Scaled)
 BY2014
 BY2014                          SUPERSEDED SURVEY CONTROL
 BY2014
 BY2014  NGVD 29 (??/??/92)   84.812  (m)          278.25   (f) ADJ UNCH    1 2
 BY2014
 BY2014.Superseded values are not recommended for survey control.
 BY2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2014.See file dsdata.txt to determine how the superseded data were derived.
 BY2014
 BY2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ214915(NAD 83)
 BY2014_MARKER: DB = BENCH MARK DISK
 BY2014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2014_SP_SET: ABUTMENT
 BY2014_STAMPING: B 250 1952
 BY2014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2014
 BY2014  HISTORY     - Date     Condition        Report By
 BY2014  HISTORY     - 1952     MONUMENTED       CGS
 BY2014
 BY2014                          STATION DESCRIPTION
 BY2014
 BY2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2014'1.0 MI NE FROM KEECHI.
 BY2014'1.0 MILE NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BY2014'FROM THE STATION SIGN AT KEECHI, 6 POLES NORTHEAST OF MILEPOST 26, AT
 BY2014'THE SOUTHEAST END OF A LARGE LAKE, 6 FEET SOUTHEAST OF THE SOUTHEAST
 BY2014'RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 BY2014'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE 25-7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1289 ***********************************************************************
 BY1289  DESIGNATION -  B 252
 BY1289  PID         -  BY1289
 BY1289  STATE/COUNTY-  TX/CHEROKEE
 BY1289  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY1289
 BY1289                         *CURRENT SURVEY CONTROL
 BY1289  ___________________________________________________________________
 BY1289* NAD 83(1986)-  31 53 30.     (N)    095 06 17.     (W)     SCALED    
 BY1289* NAVD 88     -        89.723  (meters)     294.37   (feet)  ADJUSTED  
 BY1289  ___________________________________________________________________
 BY1289  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BY1289  DYNAMIC HT  -          89.616 (meters)     294.02  (feet)  COMP
 BY1289  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 BY1289
 BY1289  VERT ORDER  -  FIRST     CLASS II
 BY1289
 BY1289.The horizontal coordinates were scaled from a topographic map and have
 BY1289.an estimated accuracy of +/- 6 seconds.
 BY1289
 BY1289.The orthometric height was determined by differential leveling
 BY1289.and adjusted by the National Geodetic Survey in June 1991..
 BY1289
 BY1289.The geoid height was determined by GEOID03.
 BY1289
 BY1289.The dynamic height is computed by dividing the NAVD 88
 BY1289.geopotential number by the normal gravity value computed on the
 BY1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1289.degrees latitude (g = 980.6199 gals.).
 BY1289
 BY1289.The modeled gravity was interpolated from observed gravity values.
 BY1289
 BY1289;                    North         East    Units  Estimated Accuracy
 BY1289;SPC TX C     - 3,258,290.    1,194,470.      MT  (+/- 180 meters Scaled)
 BY1289
 BY1289                          SUPERSEDED SURVEY CONTROL
 BY1289
 BY1289  NGVD 29 (??/??/92)   89.746  (m)          294.44   (f) ADJ UNCH    1 2
 BY1289
 BY1289.Superseded values are not recommended for survey control.
 BY1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1289.See file dsdata.txt to determine how the superseded data were derived.
 BY1289
 BY1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR009303(NAD 83)
 BY1289_MARKER: DB = BENCH MARK DISK
 BY1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1289_STAMPING: B 252 1952
 BY1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1289+STABILITY: SURFACE MOTION
 BY1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1289+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY1289
 BY1289  HISTORY     - Date     Condition        Report By
 BY1289  HISTORY     - 1952     MONUMENTED       CGS
 BY1289  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1289  HISTORY     - 20040605 POOR             USPSQD
 BY1289  HISTORY     - 20050710 GOOD             USPSQD
 BY1289
 BY1289                          STATION DESCRIPTION
 BY1289
 BY1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1289'1.75 MI W FROM PONTA.
 BY1289'1.75 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1289'STATION AT PONTA, 6 POLES WEST OF MILEPOST 190, 89 FEET NORTH OF THE
 BY1289'NORTH RAIL, 8.5 FEET SOUTH OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 BY1289'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BY1289'GROUND.
 BY1289
 BY1289                          STATION RECOVERY (1973)
 BY1289
 BY1289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1289'MARK NOT FOUND.
 BY1289
 BY1289                          STATION RECOVERY (2004)
 BY1289
 BY1289'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 BY1289'MARK RECOVERED IN POOR CONDITION.
 BY1289
 BY1289                          STATION RECOVERY (2005)
 BY1289
 BY1289'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1289'SCRATCHED ON FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0777 ***********************************************************************
 FL0777  DESIGNATION -  B 253
 FL0777  PID         -  FL0777
 FL0777  STATE/COUNTY-  TX/HUTCHINSON
 FL0777  USGS QUAD   -  STINNETT (1978)
 FL0777
 FL0777                         *CURRENT SURVEY CONTROL
 FL0777  ___________________________________________________________________
 FL0777* NAD 83(1986)-  35 51 45.     (N)    101 25 52.     (W)     SCALED    
 FL0777* NAVD 88     -       986.321  (meters)    3235.95   (feet)  ADJUSTED  
 FL0777  ___________________________________________________________________
 FL0777  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FL0777  DYNAMIC HT  -         985.207 (meters)    3232.30  (feet)  COMP
 FL0777  MODELED GRAV-     979,470.2   (mgal)                       NAVD 88
 FL0777
 FL0777  VERT ORDER  -  SECOND    CLASS 0
 FL0777
 FL0777.The horizontal coordinates were scaled from a topographic map and have
 FL0777.an estimated accuracy of +/- 6 seconds.
 FL0777
 FL0777.The orthometric height was determined by differential leveling
 FL0777.and adjusted by the National Geodetic Survey in June 1991..
 FL0777
 FL0777.The geoid height was determined by GEOID03.
 FL0777
 FL0777.The dynamic height is computed by dividing the NAVD 88
 FL0777.geopotential number by the normal gravity value computed on the
 FL0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0777.degrees latitude (g = 980.6199 gals.).
 FL0777
 FL0777.The modeled gravity was interpolated from observed gravity values.
 FL0777
 FL0777;                    North         East    Units  Estimated Accuracy
 FL0777;SPC TX N     - 1,206,630.      206,220.      MT  (+/- 180 meters Scaled)
 FL0777
 FL0777                          SUPERSEDED SURVEY CONTROL
 FL0777
 FL0777  NGVD 29 (??/??/92)  985.847  (m)         3234.40   (f) ADJ UNCH    2 0
 FL0777
 FL0777.Superseded values are not recommended for survey control.
 FL0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0777.See file dsdata.txt to determine how the superseded data were derived.
 FL0777
 FL0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE804714(NAD 83)
 FL0777_MARKER: DB = BENCH MARK DISK
 FL0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0777_STAMPING: B-253 1934
 FL0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0777+STABILITY: SURFACE MOTION
 FL0777
 FL0777  HISTORY     - Date     Condition        Report By
 FL0777  HISTORY     - 1934     MONUMENTED       CGS
 FL0777  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0777
 FL0777                          STATION DESCRIPTION
 FL0777
 FL0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0777'2.9 MI NW FROM STINNETT.
 FL0777'2.9 MILES NORTHWEST OF C. RI. AND G. RR. STATION AT STINNETT 54 FEET
 FL0777'EAST OF CENTER LINE OF TEXAS STATE HIGHWAY NO. 117.  24 FEET SOUTHEAST
 FL0777'OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILROAD TRACK. 5
 FL0777'POLES NORTHWEST OF AND ON OPPOSITE SIDE OF MILEPOST 60/10.
 FL0777
 FL0777                          STATION RECOVERY (1953)
 FL0777
 FL0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0298 ***********************************************************************
 GK0298  DESIGNATION -  B 254
 GK0298  PID         -  GK0298
 GK0298  STATE/COUNTY-  TX/HANSFORD
 GK0298  USGS QUAD   -  BERNSTEIN (1974)
 GK0298
 GK0298                         *CURRENT SURVEY CONTROL
 GK0298  ___________________________________________________________________
 GK0298* NAD 83(1986)-  36 27 49.     (N)    101 19 47.     (W)     SCALED    
 GK0298* NAVD 88     -       942.638  (meters)    3092.64   (feet)  ADJUSTED  
 GK0298  ___________________________________________________________________
 GK0298  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GK0298  DYNAMIC HT  -         941.643 (meters)    3089.37  (feet)  COMP
 GK0298  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 GK0298
 GK0298  VERT ORDER  -  SECOND    CLASS 0
 GK0298
 GK0298.The horizontal coordinates were scaled from a topographic map and have
 GK0298.an estimated accuracy of +/- 6 seconds.
 GK0298
 GK0298.The orthometric height was determined by differential leveling
 GK0298.and adjusted by the National Geodetic Survey in June 1991..
 GK0298
 GK0298.The geoid height was determined by GEOID03.
 GK0298
 GK0298.The dynamic height is computed by dividing the NAVD 88
 GK0298.geopotential number by the normal gravity value computed on the
 GK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0298.degrees latitude (g = 980.6199 gals.).
 GK0298
 GK0298.The modeled gravity was interpolated from observed gravity values.
 GK0298
 GK0298;                    North         East    Units  Estimated Accuracy
 GK0298;SPC TX N     - 1,273,340.      215,260.      MT  (+/- 180 meters Scaled)
 GK0298
 GK0298                          SUPERSEDED SURVEY CONTROL
 GK0298
 GK0298  NGVD 29 (??/??/92)  942.196  (m)         3091.19   (f) ADJ UNCH    2 0
 GK0298
 GK0298.Superseded values are not recommended for survey control.
 GK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0298.See file dsdata.txt to determine how the superseded data were derived.
 GK0298
 GK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF912378(NAD 83)
 GK0298_MARKER: DB = BENCH MARK DISK
 GK0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0298_STAMPING: B-254 1934
 GK0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0298+STABILITY: SURFACE MOTION
 GK0298
 GK0298  HISTORY     - Date     Condition        Report By
 GK0298  HISTORY     - 1934     MONUMENTED       CGS
 GK0298
 GK0298                          STATION DESCRIPTION
 GK0298
 GK0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0298'2.7 MI SW FROM HITCHLAND.
 GK0298'2.7 MILES SOUTHWEST OF C.RI. AND G.RR. STATION AT HITCHLAND 35 FEET
 GK0298'SOUTHEAST OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILWAY
 GK0298'TRACK. FIVE POLES NORTHEAST OF MILE POLE 105.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0053 ***********************************************************************
 GK0053  DESIGNATION -  B 256
 GK0053  PID         -  GK0053
 GK0053  STATE/COUNTY-  TX/LIPSCOMB
 GK0053  USGS QUAD   -  DARROUZETT (1972)
 GK0053
 GK0053                         *CURRENT SURVEY CONTROL
 GK0053  ___________________________________________________________________
 GK0053* NAD 83(1986)-  36 26 35.     (N)    100 17 53.     (W)     SCALED    
 GK0053* NAVD 88     -       785.105  (meters)    2575.80   (feet)  ADJUSTED  
 GK0053  ___________________________________________________________________
 GK0053  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GK0053  DYNAMIC HT  -         784.307 (meters)    2573.18  (feet)  COMP
 GK0053  MODELED GRAV-     979,589.8   (mgal)                       NAVD 88
 GK0053
 GK0053  VERT ORDER  -  SECOND    CLASS 0
 GK0053
 GK0053.The horizontal coordinates were scaled from a topographic map and have
 GK0053.an estimated accuracy of +/- 6 seconds.
 GK0053
 GK0053.The orthometric height was determined by differential leveling
 GK0053.and adjusted by the National Geodetic Survey in June 1991..
 GK0053
 GK0053.The geoid height was determined by GEOID03.
 GK0053
 GK0053.The dynamic height is computed by dividing the NAVD 88
 GK0053.geopotential number by the normal gravity value computed on the
 GK0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0053.degrees latitude (g = 980.6199 gals.).
 GK0053
 GK0053.The modeled gravity was interpolated from observed gravity values.
 GK0053
 GK0053;                    North         East    Units  Estimated Accuracy
 GK0053;SPC TX N     - 1,271,700.      307,770.      MT  (+/- 180 meters Scaled)
 GK0053
 GK0053                          SUPERSEDED SURVEY CONTROL
 GK0053
 GK0053  NGVD 29 (??/??/92)  784.792  (m)         2574.77   (f) ADJ UNCH    2 0
 GK0053
 GK0053.Superseded values are not recommended for survey control.
 GK0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0053.See file dsdata.txt to determine how the superseded data were derived.
 GK0053
 GK0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF836338(NAD 83)
 GK0053_MARKER: DB = BENCH MARK DISK
 GK0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0053_SP_SET: UNDERPASS
 GK0053_STAMPING: B 256 1934
 GK0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0053
 GK0053  HISTORY     - Date     Condition        Report By
 GK0053  HISTORY     - 1934     MONUMENTED       CGS
 GK0053
 GK0053                          STATION DESCRIPTION
 GK0053
 GK0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0053'1.4 MI E FROM DARROUZETT.
 GK0053'1.4 MILES EAST OF DARROUZETT P. AND S.F. RR. STATION SET IN NORTH FACE
 GK0053'OF CENTRAL COLUMN OF HWY. 117 VIADUCT, RAILROAD UNDERPASS, 280A,
 GK0053'COLUMN ON SOUTH SIDE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0637 ***********************************************************************
 FL0637  DESIGNATION -  B 257 RESET 1947
 FL0637  PID         -  FL0637
 FL0637  STATE/COUNTY-  TX/GRAY
 FL0637  USGS QUAD   -  PAMPA (1963)
 FL0637
 FL0637                         *CURRENT SURVEY CONTROL
 FL0637  ___________________________________________________________________
 FL0637* NAD 83(1986)-  35 33 51.     (N)    100 54 20.     (W)     SCALED    
 FL0637* NAVD 88     -       959.41   (meters)    3147.7    (feet)  RESET     
 FL0637  ___________________________________________________________________
 FL0637  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0637
 FL0637  VERT ORDER  -  THIRD
 FL0637
 FL0637.The horizontal coordinates were scaled from a topographic map and have
 FL0637.an estimated accuracy of +/- 6 seconds.
 FL0637
 FL0637.The orthometric height was computed from unverified reset data.
 FL0637
 FL0637.The geoid height was determined by GEOID03.
 FL0637
 FL0637;                    North         East    Units  Estimated Accuracy
 FL0637;SPC TX N     - 1,173,690.      253,890.      MT  (+/- 180 meters Scaled)
 FL0637
 FL0637                          SUPERSEDED SURVEY CONTROL
 FL0637
 FL0637.No superseded survey control is available for this station.
 FL0637
 FL0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE273372(NAD 83)
 FL0637_MARKER: DB = BENCH MARK DISK
 FL0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0637_STAMPING: B 257 RESET 1947
 FL0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0637+STABILITY: SURFACE MOTION
 FL0637
 FL0637  HISTORY     - Date     Condition        Report By
 FL0637  HISTORY     - 1947     MONUMENTED       CGS
 FL0637  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0637
 FL0637                          STATION DESCRIPTION
 FL0637
 FL0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FL0637'3.8 MI NE FROM HOOVER.
 FL0637'ABOUT 3.8 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL0637'FROM THE POST OFFICE AT PAMPA, GRAY COUNTY, ABOUT 0.2 MILE SOUTHWEST
 FL0637'OF MILEPOST 495, 34.5 FEET WEST OF SIGNAL 4951, AND 97 FEET NORTH OF
 FL0637'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED B 257 RESET
 FL0637'1947 AND SET IN THE TOP OF A CONCRETE POST.
 FL0637
 FL0637                          STATION RECOVERY (1966)
 FL0637
 FL0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0368 ***********************************************************************
 BZ0368  DESIGNATION -  B 258
 BZ0368  PID         -  BZ0368
 BZ0368  STATE/COUNTY-  TX/LEON
 BZ0368  USGS QUAD   -  JEWETT (1982)
 BZ0368
 BZ0368                         *CURRENT SURVEY CONTROL
 BZ0368  ___________________________________________________________________
 BZ0368* NAD 83(1986)-  31 22 15.     (N)    096 10 25.     (W)     SCALED    
 BZ0368* NAVD 88     -       141.124  (meters)     463.00   (feet)  ADJUSTED  
 BZ0368  ___________________________________________________________________
 BZ0368  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BZ0368  DYNAMIC HT  -         140.949 (meters)     462.43  (feet)  COMP
 BZ0368  MODELED GRAV-     979,402.6   (mgal)                       NAVD 88
 BZ0368
 BZ0368  VERT ORDER  -  FIRST     CLASS II
 BZ0368
 BZ0368.The horizontal coordinates were scaled from a topographic map and have
 BZ0368.an estimated accuracy of +/- 6 seconds.
 BZ0368
 BZ0368.The orthometric height was determined by differential leveling
 BZ0368.and adjusted by the National Geodetic Survey in June 1991..
 BZ0368.WARNING-Repeat measurements at this control monument indicate possible
 BZ0368.vertical movement.
 BZ0368
 BZ0368.The geoid height was determined by GEOID03.
 BZ0368
 BZ0368.The dynamic height is computed by dividing the NAVD 88
 BZ0368.geopotential number by the normal gravity value computed on the
 BZ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0368.degrees latitude (g = 980.6199 gals.).
 BZ0368
 BZ0368.The modeled gravity was interpolated from observed gravity values.
 BZ0368
 BZ0368;                    North         East    Units  Estimated Accuracy
 BZ0368;SPC TX C     - 3,196,320.    1,095,600.      MT  (+/- 180 meters Scaled)
 BZ0368
 BZ0368                          SUPERSEDED SURVEY CONTROL
 BZ0368
 BZ0368  NGVD 29 (??/??/92)  141.069  (m)          462.82   (f) ADJ UNCH    1 2
 BZ0368
 BZ0368.Superseded values are not recommended for survey control.
 BZ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0368.See file dsdata.txt to determine how the superseded data were derived.
 BZ0368
 BZ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV688741(NAD 83)
 BZ0368_MARKER: DB = BENCH MARK DISK
 BZ0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0368_STAMPING: B 258 1952
 BZ0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0368+STABILITY: SURFACE MOTION
 BZ0368
 BZ0368  HISTORY     - Date     Condition        Report By
 BZ0368  HISTORY     - 1952     MONUMENTED       CGS
 BZ0368  HISTORY     - 1980     GOOD             NGS
 BZ0368
 BZ0368                          STATION DESCRIPTION
 BZ0368
 BZ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0368'2.7 MI NW FROM JEWETT.
 BZ0368'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JEWETT STATE BANK
 BZ0368'AT JEWETT, THENCE 1.95 MILES NORTHWEST ALONG FARM ROAD 39, AT A ROAD
 BZ0368'INTERSECTION, 130 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD,
 BZ0368'24 FEET SOUTHEAST OF THE CENTER LINE OF THE CROSS ROAD, 21 FEET
 BZ0368'SOUTHWEST OF A 16 INCH OAK TREE, 2 FEET NORTHWEST OF A FENCE, 2 FEET
 BZ0368'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0368'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BZ0368
 BZ0368                          STATION RECOVERY (1980)
 BZ0368
 BZ0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0583 ***********************************************************************
 BZ0583  DESIGNATION -  B 259
 BZ0583  PID         -  BZ0583
 BZ0583  STATE/COUNTY-  TX/HILL
 BZ0583  USGS QUAD   -  HUBBARD (1978)
 BZ0583
 BZ0583                         *CURRENT SURVEY CONTROL
 BZ0583  ___________________________________________________________________
 BZ0583* NAD 83(1986)-  31 49 28.     (N)    096 46 36.     (W)     SCALED    
 BZ0583* NAVD 88     -       167.387  (meters)     549.17   (feet)  ADJUSTED  
 BZ0583  ___________________________________________________________________
 BZ0583  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BZ0583  DYNAMIC HT  -         167.187 (meters)     548.51  (feet)  COMP
 BZ0583  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 BZ0583
 BZ0583  VERT ORDER  -  FIRST     CLASS II
 BZ0583
 BZ0583.The horizontal coordinates were scaled from a topographic map and have
 BZ0583.an estimated accuracy of +/- 6 seconds.
 BZ0583
 BZ0583.The orthometric height was determined by differential leveling
 BZ0583.and adjusted by the National Geodetic Survey in June 1991..
 BZ0583
 BZ0583.The geoid height was determined by GEOID03.
 BZ0583
 BZ0583.The dynamic height is computed by dividing the NAVD 88
 BZ0583.geopotential number by the normal gravity value computed on the
 BZ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0583.degrees latitude (g = 980.6199 gals.).
 BZ0583
 BZ0583.The modeled gravity was interpolated from observed gravity values.
 BZ0583
 BZ0583;                    North         East    Units  Estimated Accuracy
 BZ0583;SPC TXNC     - 2,018,840.      763,160.      MT  (+/- 180 meters Scaled)
 BZ0583
 BZ0583                          SUPERSEDED SURVEY CONTROL
 BZ0583
 BZ0583  NGVD 29 (??/??/92)  167.287  (m)          548.84   (f) ADJ UNCH    1 2
 BZ0583
 BZ0583.Superseded values are not recommended for survey control.
 BZ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0583.See file dsdata.txt to determine how the superseded data were derived.
 BZ0583
 BZ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA104231(NAD 83)
 BZ0583_MARKER: DB = BENCH MARK DISK
 BZ0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0583_STAMPING: B 259 1952
 BZ0583_PROJECTION: PROJECTING 5 CENTIMETERS
 BZ0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0583+STABILITY: SURFACE MOTION
 BZ0583
 BZ0583  HISTORY     - Date     Condition        Report By
 BZ0583  HISTORY     - 1952     MONUMENTED       CGS
 BZ0583  HISTORY     - 1958     GOOD             NGS
 BZ0583  HISTORY     - 1980     GOOD             NGS
 BZ0583  HISTORY     - 19950715 GOOD             USPSQD
 BZ0583  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0583  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 BZ0583
 BZ0583                          STATION DESCRIPTION
 BZ0583
 BZ0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BZ0583'1.75 MI SE FROM HUBBARD.
 BZ0583'1.75 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE ST LOUIS AND
 BZ0583'SOUTHWESTERN RAILROAD STATION AT HUBBARD, 63 FEET NORTHWEST OF THE
 BZ0583'CENTER LINE OF THE HIGHWAY, 8 FEET SOUTHEAST OF THE CENTER LINE OF A
 BZ0583'PRIVATE DRIVEWAY, 14 FEET NORTHEAST OF A FENCE CORNER, 40 FEET
 BZ0583'SOUTHWEST OF THE CENTER LINE OF AN OLD RAILROAD FILL, 1 FOOT NORTHWEST
 BZ0583'OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BZ0583'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BZ0583
 BZ0583                          STATION RECOVERY (1980)
 BZ0583
 BZ0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0583'3.4 KM. (2.1 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ0583'OF STATE HIGHWAY 31 IN HUBBARD, AT A PRIVATE DRIVE LEADING EAST,
 BZ0583'19.2 M. (63.0 FT.) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.4 M.
 BZ0583'(8.0 FT.) SOUTHEAST OF THE CENTERLINE OF THE PRIVATE DRIVE, 4.3 M.
 BZ0583'(14.0 FT.) NORTHEAST OF A FENCE CORNER, 12.2 M. (40.0 FT.) NORTHEAST
 BZ0583'OF A FENCE CORNER, 12.2 M. (40.0 FT.) SOUTHWEST OF THE CENTERLINE OF
 BZ0583'THE OLD RAILROAD FILL, 5.6 M. (18.5 FT.) SOUTH-SOUTHEAST AND ACROSS
 BZ0583'THE PRIVATE DRIVE FROM A POWERLINE POLE, 0.3 M. (1.0 FT.) NORTHWEST OF
 BZ0583'A FENCE.
 BZ0583'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 BZ0583'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ0583
 BZ0583                          STATION RECOVERY (1995)
 BZ0583
 BZ0583'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0583'RECOVERED IN GOOD CONDITION.
 BZ0583
 BZ0583                          STATION RECOVERY (2002)
 BZ0583
 BZ0583'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0583'MARK NOT FOUND.
 BZ0583
 BZ0583                          STATION RECOVERY (2003)
 BZ0583
 BZ0583'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0294 ***********************************************************************
 BP0294  DESIGNATION -  B 26
 BP0294  PID         -  BP0294
 BP0294  STATE/COUNTY-  TX/BREWSTER
 BP0294  USGS QUAD   -  MARATHON (1983)
 BP0294
 BP0294                         *CURRENT SURVEY CONTROL
 BP0294  ___________________________________________________________________
 BP0294* NAD 83(1986)-  30 12 23.     (N)    103 10 47.     (W)     SCALED    
 BP0294* NAVD 88     -      1262.838  (meters)    4143.16   (feet)  ADJUSTED  
 BP0294  ___________________________________________________________________
 BP0294  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BP0294  DYNAMIC HT  -        1260.773 (meters)    4136.39  (feet)  COMP
 BP0294  MODELED GRAV-     978,962.3   (mgal)                       NAVD 88
 BP0294
 BP0294  VERT ORDER  -  FIRST     CLASS II
 BP0294
 BP0294.The horizontal coordinates were scaled from a topographic map and have
 BP0294.an estimated accuracy of +/- 6 seconds.
 BP0294
 BP0294.The orthometric height was determined by differential leveling
 BP0294.and adjusted by the National Geodetic Survey in June 1991..
 BP0294
 BP0294.The geoid height was determined by GEOID03.
 BP0294
 BP0294.The dynamic height is computed by dividing the NAVD 88
 BP0294.geopotential number by the normal gravity value computed on the
 BP0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0294.degrees latitude (g = 980.6199 gals.).
 BP0294
 BP0294.The modeled gravity was interpolated from observed gravity values.
 BP0294
 BP0294;                    North         East    Units  Estimated Accuracy
 BP0294;SPC TXSC     - 4,270,200.      197,650.      MT  (+/- 180 meters Scaled)
 BP0294
 BP0294                          SUPERSEDED SURVEY CONTROL
 BP0294
 BP0294  NGVD 29 (??/??/92) 1262.40   (m)         4141.7    (f) COMPUTED    1 2
 BP0294
 BP0294.Superseded values are not recommended for survey control.
 BP0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0294.See file dsdata.txt to determine how the superseded data were derived.
 BP0294
 BP0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP752430(NAD 83)
 BP0294_MARKER: DB = BENCH MARK DISK
 BP0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0294+STABILITY: SURFACE MOTION
 BP0294
 BP0294  HISTORY     - Date     Condition        Report By
 BP0294  HISTORY     - UNK      MONUMENTED       CGS
 BP0294  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0294  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0294
 BP0294                          STATION DESCRIPTION
 BP0294
 BP0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0294'4.0 MI E FROM MARATHON.
 BP0294'ABOUT 4 MILES EAST OF MARATHON, BREWSTER CO., ON THE SOUTHERN PACIFIC
 BP0294'RR, AT MILEPOST 572, AND ABOUT 45 FEET SOUTH OF THE TRACK.  A STANDARD
 BP0294'DISK SET IN THE TOP OF A CONCRETE POST.
 BP0294
 BP0294                          STATION RECOVERY (2001)
 BP0294
 BP0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0294'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0596 ***********************************************************************
 GK0596  DESIGNATION -  B 260
 GK0596  PID         -  GK0596
 GK0596  STATE/COUNTY-  TX/SHERMAN
 GK0596  USGS QUAD   -  CAPPS SWITCH NW (1974)
 GK0596
 GK0596                         *CURRENT SURVEY CONTROL
 GK0596  ___________________________________________________________________
 GK0596* NAD 83(1986)-  36 07 31.     (N)    101 38 59.     (W)     SCALED    
 GK0596* NAVD 88     -      1031.049  (meters)    3382.70   (feet)  ADJUSTED  
 GK0596  ___________________________________________________________________
 GK0596  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GK0596  DYNAMIC HT  -        1029.903 (meters)    3378.94  (feet)  COMP
 GK0596  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 GK0596
 GK0596  VERT ORDER  -  SECOND    CLASS 0
 GK0596
 GK0596.The horizontal coordinates were scaled from a topographic map and have
 GK0596.an estimated accuracy of +/- 6 seconds.
 GK0596
 GK0596.The orthometric height was determined by differential leveling
 GK0596.and adjusted by the National Geodetic Survey in June 1991..
 GK0596
 GK0596.The geoid height was determined by GEOID03.
 GK0596
 GK0596.The dynamic height is computed by dividing the NAVD 88
 GK0596.geopotential number by the normal gravity value computed on the
 GK0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0596.degrees latitude (g = 980.6199 gals.).
 GK0596
 GK0596.The modeled gravity was interpolated from observed gravity values.
 GK0596
 GK0596;                    North         East    Units  Estimated Accuracy
 GK0596;SPC TX N     - 1,235,790.      186,520.      MT  (+/- 180 meters Scaled)
 GK0596
 GK0596                          SUPERSEDED SURVEY CONTROL
 GK0596
 GK0596  NGVD 29 (??/??/92) 1030.572  (m)         3381.14   (f) ADJ UNCH    2 0
 GK0596
 GK0596.Superseded values are not recommended for survey control.
 GK0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0596.See file dsdata.txt to determine how the superseded data were derived.
 GK0596
 GK0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF615010(NAD 83)
 GK0596_MARKER: DB = BENCH MARK DISK
 GK0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0596_STAMPING: B 260 1952
 GK0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0596+STABILITY: SURFACE MOTION
 GK0596
 GK0596  HISTORY     - Date     Condition        Report By
 GK0596  HISTORY     - 1952     MONUMENTED       CGS
 GK0596
 GK0596                          STATION DESCRIPTION
 GK0596
 GK0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0596'14.6 MI NW FROM MORSE.
 GK0596'5.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GK0596'FROM THE STATION AT MORSE, THENCE 9.6 MILES WEST ALONG DIRT ROAD, AT A
 GK0596'JUNCTION WITH A ROAD LEADING SOUTH, 49 FEET WEST OF THE CENTER LINE OF
 GK0596'A NORTH AND SOUTH ROAD, 8 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 GK0596'ROAD LEADING EAST, 8.6 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A
 GK0596'NORTH AND SOUTH FENCE, 3.4 FEET SOUTH OF A WITNESS POST, SET IN THE
 GK0596'TOP OF A CONCRTE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0311 ***********************************************************************
 EM0311  DESIGNATION -  B 261
 EM0311  PID         -  EM0311
 EM0311  STATE/COUNTY-  TX/WILBARGER
 EM0311  USGS QUAD   -  LOCKETT (1990)
 EM0311
 EM0311                         *CURRENT SURVEY CONTROL
 EM0311  ___________________________________________________________________
 EM0311* NAD 83(1986)-  34 05 44.     (N)    099 16 14.     (W)     SCALED    
 EM0311* NAVD 88     -       381.228  (meters)    1250.75   (feet)  ADJUSTED  
 EM0311  ___________________________________________________________________
 EM0311  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0311  DYNAMIC HT  -         380.799 (meters)    1249.34  (feet)  COMP
 EM0311  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 EM0311
 EM0311  VERT ORDER  -  SECOND    CLASS 0
 EM0311
 EM0311.The horizontal coordinates were scaled from a topographic map and have
 EM0311.an estimated accuracy of +/- 6 seconds.
 EM0311
 EM0311.The orthometric height was determined by differential leveling
 EM0311.and adjusted by the National Geodetic Survey in June 1991..
 EM0311
 EM0311.The geoid height was determined by GEOID03.
 EM0311
 EM0311.The dynamic height is computed by dividing the NAVD 88
 EM0311.geopotential number by the normal gravity value computed on the
 EM0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0311.degrees latitude (g = 980.6199 gals.).
 EM0311
 EM0311.The modeled gravity was interpolated from observed gravity values.
 EM0311
 EM0311;                    North         East    Units  Estimated Accuracy
 EM0311;SPC TXNC     - 2,269,620.      528,890.      MT  (+/- 180 meters Scaled)
 EM0311
 EM0311                          SUPERSEDED SURVEY CONTROL
 EM0311
 EM0311  NGVD 29 (??/??/92)  381.090  (m)         1250.29   (f) ADJ UNCH    2 0
 EM0311
 EM0311.Superseded values are not recommended for survey control.
 EM0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0311.See file dsdata.txt to determine how the superseded data were derived.
 EM0311
 EM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC750727(NAD 83)
 EM0311_MARKER: DB = BENCH MARK DISK
 EM0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0311_STAMPING: B 261 1934
 EM0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0311+STABILITY: SURFACE MOTION
 EM0311
 EM0311  HISTORY     - Date     Condition        Report By
 EM0311  HISTORY     - 1934     MONUMENTED       CGS
 EM0311  HISTORY     - 1957     GOOD             NGS
 EM0311  HISTORY     - 1983     MARK NOT FOUND   NGS
 EM0311
 EM0311                          STATION DESCRIPTION
 EM0311
 EM0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0311'3.7 MI S FROM VERNON.
 EM0311'3.7 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM VERNON, WILBARGER COUNTY,
 EM0311'OPPOSITE AN OLD HOUSE, 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 EM0311'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE OLD HOUSE IS GONE
 EM0311'BUT SOME FARM BUILDINGS REMAIN ON OPPOSITE SIDE OF HIGHWAY FROM THE
 EM0311'MARK.
 EM0311
 EM0311                          STATION RECOVERY (1983)
 EM0311
 EM0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EM0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0716 ***********************************************************************
 CT0716  DESIGNATION -  B 262
 CT0716  PID         -  CT0716
 CT0716  STATE/COUNTY-  TX/JONES
 CT0716  USGS QUAD   -  HAWLEY NE (1984)
 CT0716
 CT0716                         *CURRENT SURVEY CONTROL
 CT0716  ___________________________________________________________________
 CT0716* NAD 83(1986)-  32 42 03.     (N)    099 51 34.     (W)     SCALED    
 CT0716* NAVD 88     -       546.546  (meters)    1793.13   (feet)  ADJUSTED  
 CT0716  ___________________________________________________________________
 CT0716  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CT0716  DYNAMIC HT  -         545.839 (meters)    1790.81  (feet)  COMP
 CT0716  MODELED GRAV-     979,328.8   (mgal)                       NAVD 88
 CT0716
 CT0716  VERT ORDER  -  SECOND    CLASS 0
 CT0716
 CT0716.The horizontal coordinates were scaled from a topographic map and have
 CT0716.an estimated accuracy of +/- 6 seconds.
 CT0716
 CT0716.The orthometric height was determined by differential leveling
 CT0716.and adjusted by the National Geodetic Survey in June 1991..
 CT0716
 CT0716.The geoid height was determined by GEOID03.
 CT0716
 CT0716.The dynamic height is computed by dividing the NAVD 88
 CT0716.geopotential number by the normal gravity value computed on the
 CT0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0716.degrees latitude (g = 980.6199 gals.).
 CT0716
 CT0716.The modeled gravity was interpolated from observed gravity values.
 CT0716
 CT0716;                    North         East    Units  Estimated Accuracy
 CT0716;SPC TXNC     - 2,115,500.      472,550.      MT  (+/- 180 meters Scaled)
 CT0716
 CT0716                          SUPERSEDED SURVEY CONTROL
 CT0716
 CT0716  NGVD 29 (??/??/92)  546.349  (m)         1792.48   (f) ADJ UNCH    2 0
 CT0716
 CT0716.Superseded values are not recommended for survey control.
 CT0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0716.See file dsdata.txt to determine how the superseded data were derived.
 CT0716
 CT0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB194184(NAD 83)
 CT0716_MARKER: DB = BENCH MARK DISK
 CT0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0716_STAMPING: B 262 1934
 CT0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0716+STABILITY: SURFACE MOTION
 CT0716
 CT0716  HISTORY     - Date     Condition        Report By
 CT0716  HISTORY     - 1934     MONUMENTED       CGS
 CT0716  HISTORY     - 1958     GOOD             NGS
 CT0716  HISTORY     - 1978     MARK NOT FOUND   USGS
 CT0716
 CT0716                          STATION DESCRIPTION
 CT0716
 CT0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0716'4.1 MI SE FROM ANSON.
 CT0716'4.1 MILES SOUTHEAST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION
 CT0716'AT ANSON, JONES COUNTY, 172 YARDS NORTH OF MILEPOST 131, 42 FEET NORTH
 CT0716'OF A T-FENCE LEADING WEST, AND 45 FEET WEST OF THE CENTERLINE OF THE
 CT0716'TRACK.  A STANDARD DISK, STAMPED B 262 1934 AND SET IN THE TOP OF A
 CT0716'CONCRETE POST.  NOTE-- THIS MARK MAY STILL BE IN PLACE BUT DRIFTED
 CT0716'SAND WOULD MAKE RECOVERY VERY DIFFICULT.  SAND HAS DRIFTED ALONG THE
 CT0716'FENCE LINE IN THE AREA TO DEPTHS OF 3 OR 4 FEET.
 CT0716
 CT0716                          STATION RECOVERY (1978)
 CT0716
 CT0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CT0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0275 ***********************************************************************
 DN0275  DESIGNATION -  B 263
 DN0275  PID         -  DN0275
 DN0275  STATE/COUNTY-  TX/COLLIN
 DN0275  USGS QUAD   -  FRISCO (1981)
 DN0275
 DN0275                         *CURRENT SURVEY CONTROL
 DN0275  ___________________________________________________________________
 DN0275* NAD 83(1986)-  33 08 35.     (N)    096 49 59.     (W)     SCALED    
 DN0275* NAVD 88     -       192.173  (meters)     630.49   (feet)  ADJUSTED  
 DN0275  ___________________________________________________________________
 DN0275  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DN0275  DYNAMIC HT  -         191.960 (meters)     629.79  (feet)  COMP
 DN0275  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 DN0275
 DN0275  VERT ORDER  -  SECOND    CLASS 0
 DN0275
 DN0275.The horizontal coordinates were scaled from a topographic map and have
 DN0275.an estimated accuracy of +/- 6 seconds.
 DN0275
 DN0275.The orthometric height was determined by differential leveling
 DN0275.and adjusted by the National Geodetic Survey in June 1991..
 DN0275
 DN0275.The geoid height was determined by GEOID03.
 DN0275
 DN0275.The dynamic height is computed by dividing the NAVD 88
 DN0275.geopotential number by the normal gravity value computed on the
 DN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0275.degrees latitude (g = 980.6199 gals.).
 DN0275
 DN0275.The modeled gravity was interpolated from observed gravity values.
 DN0275
 DN0275;                    North         East    Units  Estimated Accuracy
 DN0275;SPC TXNC     - 2,164,950.      755,500.      MT  (+/- 180 meters Scaled)
 DN0275
 DN0275                          SUPERSEDED SURVEY CONTROL
 DN0275
 DN0275  NGVD 29 (??/??/92)  192.186  (m)          630.53   (f) ADJ UNCH    2 0
 DN0275
 DN0275.Superseded values are not recommended for survey control.
 DN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0275.See file dsdata.txt to determine how the superseded data were derived.
 DN0275
 DN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB021692(NAD 83)
 DN0275_MARKER: DB = BENCH MARK DISK
 DN0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0275_STAMPING: B 263 1934
 DN0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0275+STABILITY: SURFACE MOTION
 DN0275
 DN0275  HISTORY     - Date     Condition        Report By
 DN0275  HISTORY     - 1934     MONUMENTED       CGS
 DN0275  HISTORY     - 19940707 GOOD             USPSQD
 DN0275  HISTORY     - 20051031 POOR             BOHAN
 DN0275
 DN0275                          STATION DESCRIPTION
 DN0275
 DN0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0275'0.7 MI S FROM FRISCO.
 DN0275'0.7 MILES S OF AND ALONG THE ST. L. AND S.F. R.R. 56 YARDS N OF MILE
 DN0275'POST 685.  20 FEET NE OF NE EDGE OF A SPILLWAY.  32 FEET E OF THE
 DN0275'CENTER OF A ROAD AT CURVE.  54 FEET W OF THE CENTER OF THE TRACK.  AT
 DN0275'BRIDGE NO. 685.0.
 DN0275
 DN0275                          STATION RECOVERY (1994)
 DN0275
 DN0275'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0275'RECOVERED IN GOOD CONDITION.
 DN0275
 DN0275                          STATION RECOVERY (2005)
 DN0275
 DN0275'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0275'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0513 ***********************************************************************
 DN0513  DESIGNATION -  B 264 RESET 1964
 DN0513  PID         -  DN0513
 DN0513  STATE/COUNTY-  TX/GRAYSON
 DN0513  USGS QUAD   -  SHERMAN (1974)
 DN0513
 DN0513                         *CURRENT SURVEY CONTROL
 DN0513  ___________________________________________________________________
 DN0513* NAD 83(1986)-  33 38 02.     (N)    096 36 30.     (W)     SCALED    
 DN0513* NAVD 88     -       222.28   (meters)     729.3    (feet)  RESET     
 DN0513  ___________________________________________________________________
 DN0513  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DN0513
 DN0513  VERT ORDER  -  THIRD
 DN0513
 DN0513.The horizontal coordinates were scaled from a topographic map and have
 DN0513.an estimated accuracy of +/- 6 seconds.
 DN0513
 DN0513.The orthometric height was computed from unverified reset data.
 DN0513
 DN0513.The geoid height was determined by GEOID03.
 DN0513
 DN0513;                    North         East    Units  Estimated Accuracy
 DN0513;SPC TXNC     - 2,219,730.      775,490.      MT  (+/- 180 meters Scaled)
 DN0513
 DN0513                          SUPERSEDED SURVEY CONTROL
 DN0513
 DN0513.No superseded survey control is available for this station.
 DN0513
 DN0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC218241(NAD 83)
 DN0513_MARKER: DD = SURVEY DISK
 DN0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0513_SP_SET: BUILDING
 DN0513_STAMPING: B 264 1934 RESET 1964
 DN0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0513
 DN0513  HISTORY     - Date     Condition        Report By
 DN0513  HISTORY     - 1964     MONUMENTED       USGS
 DN0513
 DN0513                          STATION DESCRIPTION
 DN0513
 DN0513'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DN0513'IN SHERMAN.
 DN0513'AT SHERMAN, GRAYSON COUNTY, AT THE INTERSECTION OF TRAVIS AND CHERRY
 DN0513'STREETS, AT THE CENTRAL FIRE STATION, LOCATED 3.5 FEET EAST AND 8 FEET
 DN0513'SOUTH OF THE SE CORNER OF THE BUILDING.  OR-- LOCATED 60 FEET W. OF
 DN0513'THE CENTERLINE OF TRAVIS STREET AND 41.5 FEET N. OF THE CENTERLINE OF
 DN0513'CHERRY STREET.  A U.S. GEOLOGICAL SURVEY STANDARD DISK STAMPED B 264
 DN0513'1934 RESET 1964 AND SET HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0713 ***********************************************************************
 CS0713  DESIGNATION -  B 266
 CS0713  PID         -  CS0713
 CS0713  STATE/COUNTY-  TX/ELLIS
 CS0713  USGS QUAD   -  FORRESTON (1978)
 CS0713
 CS0713                         *CURRENT SURVEY CONTROL
 CS0713  ___________________________________________________________________
 CS0713* NAD 83(1986)-  32 16 24.     (N)    096 51 46.     (W)     SCALED    
 CS0713* NAVD 88     -       176.665  (meters)     579.61   (feet)  ADJUSTED  
 CS0713  ___________________________________________________________________
 CS0713  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CS0713  DYNAMIC HT  -         176.455 (meters)     578.92  (feet)  COMP
 CS0713  MODELED GRAV-     979,448.7   (mgal)                       NAVD 88
 CS0713
 CS0713  VERT ORDER  -  SECOND    CLASS 0
 CS0713
 CS0713.The horizontal coordinates were scaled from a topographic map and have
 CS0713.an estimated accuracy of +/- 6 seconds.
 CS0713
 CS0713.The orthometric height was determined by differential leveling
 CS0713.and adjusted by the National Geodetic Survey in June 1991..
 CS0713
 CS0713.The geoid height was determined by GEOID03.
 CS0713
 CS0713.The dynamic height is computed by dividing the NAVD 88
 CS0713.geopotential number by the normal gravity value computed on the
 CS0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0713.degrees latitude (g = 980.6199 gals.).
 CS0713
 CS0713.The modeled gravity was interpolated from observed gravity values.
 CS0713
 CS0713;                    North         East    Units  Estimated Accuracy
 CS0713;SPC TXNC     - 2,068,480.      754,230.      MT  (+/- 180 meters Scaled)
 CS0713
 CS0713                          SUPERSEDED SURVEY CONTROL
 CS0713
 CS0713  NGVD 29 (??/??/92)  176.653  (m)          579.57   (f) ADJ UNCH    2 0
 CS0713
 CS0713.Superseded values are not recommended for survey control.
 CS0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0713.See file dsdata.txt to determine how the superseded data were derived.
 CS0713
 CS0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA012727(NAD 83)
 CS0713_MARKER: DB = BENCH MARK DISK
 CS0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0713_STAMPING: B 266 1934
 CS0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0713+STABILITY: SURFACE MOTION
 CS0713
 CS0713  HISTORY     - Date     Condition        Report By
 CS0713  HISTORY     - 1934     MONUMENTED       CGS
 CS0713  HISTORY     - 1942     GOOD             NGS
 CS0713  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0713
 CS0713                          STATION DESCRIPTION
 CS0713
 CS0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 CS0713'7.0 MI N FROM ITALY.
 CS0713'7.0 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS0713'ITALY, ELLIS COUNTY, 8.2 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE
 CS0713'INTERSECTION OF U.S. HIGHWAY 287 IN WAXAHACHIE, 112 YARDS SOUTH OF
 CS0713'MILEPOST 806, 16 YARDS NORTH OF A CROSSING, 40 FEET EAST OF THE
 CS0713'HIGHWAY, AND 18 YARDS WEST OF THE TRACK.  A STANDARD DISK, STAMPED B
 CS0713'266 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CS0713
 CS0713                          STATION RECOVERY (2002)
 CS0713
 CS0713'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0539 ***********************************************************************
 CR0539  DESIGNATION -  B 267
 CR0539  PID         -  CR0539
 CR0539  STATE/COUNTY-  TX/HENDERSON
 CR0539  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0539
 CR0539                         *CURRENT SURVEY CONTROL
 CR0539  ___________________________________________________________________
 CR0539* NAD 83(1986)-  32 04 11.     (N)    095 48 10.     (W)     SCALED    
 CR0539* NAVD 88     -       115.631  (meters)     379.37   (feet)  ADJUSTED  
 CR0539  ___________________________________________________________________
 CR0539  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CR0539  DYNAMIC HT  -         115.496 (meters)     378.92  (feet)  COMP
 CR0539  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 CR0539
 CR0539  VERT ORDER  -  SECOND    CLASS 0
 CR0539
 CR0539.The horizontal coordinates were scaled from a topographic map and have
 CR0539.an estimated accuracy of +/- 6 seconds.
 CR0539
 CR0539.The orthometric height was determined by differential leveling
 CR0539.and adjusted by the National Geodetic Survey in June 1991..
 CR0539
 CR0539.The geoid height was determined by GEOID03.
 CR0539
 CR0539.The dynamic height is computed by dividing the NAVD 88
 CR0539.geopotential number by the normal gravity value computed on the
 CR0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0539.degrees latitude (g = 980.6199 gals.).
 CR0539
 CR0539.The modeled gravity was interpolated from observed gravity values.
 CR0539
 CR0539;                    North         East    Units  Estimated Accuracy
 CR0539;SPC TXNC     - 2,047,970.      854,650.      MT  (+/- 180 meters Scaled)
 CR0539
 CR0539                          SUPERSEDED SURVEY CONTROL
 CR0539
 CR0539  NGVD 29 (??/??/92)  115.630  (m)          379.36   (f) ADJ UNCH    2 0
 CR0539
 CR0539.Superseded values are not recommended for survey control.
 CR0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0539.See file dsdata.txt to determine how the superseded data were derived.
 CR0539
 CR0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR354516(NAD 83)
 CR0539_MARKER: DB = BENCH MARK DISK
 CR0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0539_STAMPING: B 267 1934
 CR0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0539+STABILITY: SURFACE MOTION
 CR0539
 CR0539  HISTORY     - Date     Condition        Report By
 CR0539  HISTORY     - 1934     MONUMENTED       CGS
 CR0539  HISTORY     - 1947     GOOD             NGS
 CR0539
 CR0539                          STATION DESCRIPTION
 CR0539
 CR0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0539'9.5 MI S FROM ATHENS.
 CR0539'9.5 MILES SOUTH ALONG STATE HIGHWAY NO. 19 FROM THE COURT HOUSE AT
 CR0539'ATHENS, AT THE JUNCTION OF A DIRT ROAD LEADING WEST, 67.0 FEET
 CR0539'NORTHWEST OF THE CENTER OF THE WEST END OF A 3X3 FOOT CONCRETE CULVERT
 CR0539'UNDER THE HIGHWAY, 50.0 FEET WEST OF THE CENTER OF THE HIGHWAY, 16.0
 CR0539'FEET NORTH OF THE CENTER OF A DIRT ROAD LEADING WEST, 3.0 FEET
 CR0539'NORTHWEST OF A FENCE CORNER POST, 5.0 FEET WEST OF A REFERENCE POST,
 CR0539'SET IN A CONCRETE POST ABOUT 1.0 FOOT ABOVE THE HIGHWAY AND PROJECTING
 CR0539'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0771 ***********************************************************************
 CR0771  DESIGNATION -  B 268
 CR0771  PID         -  CR0771
 CR0771  STATE/COUNTY-  TX/HENDERSON
 CR0771  USGS QUAD   -  ATHENS (1984)
 CR0771
 CR0771                         *CURRENT SURVEY CONTROL
 CR0771  ___________________________________________________________________
 CR0771* NAD 83(1986)-  32 13 18.     (N)    095 50 12.     (W)     SCALED    
 CR0771* NAVD 88     -       151.432  (meters)     496.82   (feet)  ADJUSTED  
 CR0771  ___________________________________________________________________
 CR0771  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CR0771  DYNAMIC HT  -         151.255 (meters)     496.24  (feet)  COMP
 CR0771  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 CR0771
 CR0771  VERT ORDER  -  SECOND    CLASS 0
 CR0771
 CR0771.The horizontal coordinates were scaled from a topographic map and have
 CR0771.an estimated accuracy of +/- 6 seconds.
 CR0771
 CR0771.The orthometric height was determined by differential leveling
 CR0771.and adjusted by the National Geodetic Survey in June 1991..
 CR0771
 CR0771.The geoid height was determined by GEOID03.
 CR0771
 CR0771.The dynamic height is computed by dividing the NAVD 88
 CR0771.geopotential number by the normal gravity value computed on the
 CR0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0771.degrees latitude (g = 980.6199 gals.).
 CR0771
 CR0771.The modeled gravity was interpolated from observed gravity values.
 CR0771
 CR0771;                    North         East    Units  Estimated Accuracy
 CR0771;SPC TXNC     - 2,064,730.      851,030.      MT  (+/- 180 meters Scaled)
 CR0771
 CR0771                          SUPERSEDED SURVEY CONTROL
 CR0771
 CR0771  NGVD 29 (??/??/92)  151.439  (m)          496.85   (f) ADJ UNCH    2 0
 CR0771
 CR0771.Superseded values are not recommended for survey control.
 CR0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0771.See file dsdata.txt to determine how the superseded data were derived.
 CR0771
 CR0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR326685(NAD 83)
 CR0771_MARKER: DB = BENCH MARK DISK
 CR0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0771_STAMPING: B 268 1934
 CR0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0771+STABILITY: SURFACE MOTION
 CR0771
 CR0771  HISTORY     - Date     Condition        Report By
 CR0771  HISTORY     - 1934     MONUMENTED       CGS
 CR0771  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0771
 CR0771                          STATION DESCRIPTION
 CR0771
 CR0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0771'1.8 MI E FROM ATHENS.
 CR0771'1.8 MI E OF AND ALONG THE ST. L AND SW RR 41 FEET E OF TRACK.  AT
 CR0771'CROSSING OPPOSITE T P AND L COMPANYS SUB-STATION.  400 YARDS S OF MILE
 CR0771'POST 582.
 CR0771
 CR0771                          STATION RECOVERY (1977)
 CR0771
 CR0771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1804 ***********************************************************************
 CS1804  DESIGNATION -  B 269
 CS1804  PID         -  CS1804
 CS1804  STATE/COUNTY-  TX/TARRANT
 CS1804  USGS QUAD   -  KENNEDALE (1981)
 CS1804
 CS1804                         *CURRENT SURVEY CONTROL
 CS1804  ___________________________________________________________________
 CS1804* NAD 83(1986)-  32 43 58.     (N)    097 13 13.     (W)     SCALED    
 CS1804* NAVD 88     -       180.448  (meters)     592.02   (feet)  ADJUSTED  
 CS1804  ___________________________________________________________________
 CS1804  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CS1804  DYNAMIC HT  -         180.238 (meters)     591.33  (feet)  COMP
 CS1804  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 CS1804
 CS1804  VERT ORDER  -  FIRST     CLASS II
 CS1804
 CS1804.The horizontal coordinates were scaled from a topographic map and have
 CS1804.an estimated accuracy of +/- 6 seconds.
 CS1804
 CS1804.The orthometric height was determined by differential leveling
 CS1804.and adjusted by the National Geodetic Survey in June 1991..
 CS1804
 CS1804.The geoid height was determined by GEOID03.
 CS1804
 CS1804.The dynamic height is computed by dividing the NAVD 88
 CS1804.geopotential number by the normal gravity value computed on the
 CS1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1804.degrees latitude (g = 980.6199 gals.).
 CS1804
 CS1804.The modeled gravity was interpolated from observed gravity values.
 CS1804
 CS1804;                    North         East    Units  Estimated Accuracy
 CS1804;SPC TXNC     - 2,118,950.      719,940.      MT  (+/- 180 meters Scaled)
 CS1804
 CS1804                          SUPERSEDED SURVEY CONTROL
 CS1804
 CS1804  NGVD 29 (??/??/92)  180.44   (m)          592.0    (f) COMPUTED    1 2
 CS1804
 CS1804.Superseded values are not recommended for survey control.
 CS1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1804.See file dsdata.txt to determine how the superseded data were derived.
 CS1804
 CS1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB667230(NAD 83)
 CS1804_MARKER: DB = BENCH MARK DISK
 CS1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1804_STAMPING: B 269 1934
 CS1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1804+STABILITY: SURFACE MOTION
 CS1804
 CS1804  HISTORY     - Date     Condition        Report By
 CS1804  HISTORY     - 1934     MONUMENTED       CGS
 CS1804  HISTORY     - 1939     MARK NOT FOUND   NGS
 CS1804  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1804
 CS1804                          STATION DESCRIPTION
 CS1804
 CS1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS1804'IN HANDLEY.
 CS1804'AT HANDLEY AND ALONG THE T P R R.  20 YARDS N OF TRACK.  40 YARDS S OF
 CS1804'DALLAS PIKE.  178 YARDS W OF DEPOT.
 CS1804
 CS1804                          STATION RECOVERY (1939)
 CS1804
 CS1804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 CS1804'MARK NOT FOUND.
 CS1804
 CS1804                          STATION RECOVERY (1989)
 CS1804
 CS1804'RECOVERY NOTE BY US POWER SQUADRON 1989 (TFS)
 CS1804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0038 ***********************************************************************
 BP0038  DESIGNATION -  B 27
 BP0038  PID         -  BP0038
 BP0038  STATE/COUNTY-  TX/TERRELL
 BP0038  USGS QUAD   -  SANDERSON (1969)
 BP0038
 BP0038                         *CURRENT SURVEY CONTROL
 BP0038  ___________________________________________________________________
 BP0038* NAD 83(1986)-  30 09 38.     (N)    102 27 24.     (W)     SCALED    
 BP0038* NAVD 88     -       894.558  (meters)    2934.90   (feet)  ADJUSTED  
 BP0038  ___________________________________________________________________
 BP0038  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 BP0038  DYNAMIC HT  -         893.170 (meters)    2930.34  (feet)  COMP
 BP0038  MODELED GRAV-     979,061.0   (mgal)                       NAVD 88
 BP0038
 BP0038  VERT ORDER  -  FIRST     CLASS II
 BP0038
 BP0038.The horizontal coordinates were scaled from a topographic map and have
 BP0038.an estimated accuracy of +/- 6 seconds.
 BP0038
 BP0038.The orthometric height was determined by differential leveling
 BP0038.and adjusted by the National Geodetic Survey in June 1991..
 BP0038
 BP0038.The geoid height was determined by GEOID03.
 BP0038
 BP0038.The dynamic height is computed by dividing the NAVD 88
 BP0038.geopotential number by the normal gravity value computed on the
 BP0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0038.degrees latitude (g = 980.6199 gals.).
 BP0038
 BP0038.The modeled gravity was interpolated from observed gravity values.
 BP0038
 BP0038;                    North         East    Units  Estimated Accuracy
 BP0038;SPC TXSC     - 4,262,850.      267,080.      MT  (+/- 180 meters Scaled)
 BP0038
 BP0038                          SUPERSEDED SURVEY CONTROL
 BP0038
 BP0038  NGVD 29 (??/??/92)  894.274  (m)         2933.96   (f) ADJ UNCH    1 2
 BP0038
 BP0038.Superseded values are not recommended for survey control.
 BP0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0038.See file dsdata.txt to determine how the superseded data were derived.
 BP0038
 BP0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP449393(NAD 83)
 BP0038_MARKER: DB = BENCH MARK DISK
 BP0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0038_STAMPING: B 27 1917 ELEV. 2934.102 FT.
 BP0038_MARK LOGO: CGS   
 BP0038_PROJECTION: PROJECTING 20 CENTIMETERS
 BP0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0038+STABILITY: SURFACE MOTION
 BP0038
 BP0038  HISTORY     - Date     Condition        Report By
 BP0038  HISTORY     - 1917     MONUMENTED       CGS
 BP0038  HISTORY     - 1957     GOOD             NGS
 BP0038  HISTORY     - 1981     GOOD             NGS
 BP0038
 BP0038                          STATION DESCRIPTION
 BP0038
 BP0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0038'4.1 MI W FROM SANDERSON.
 BP0038'ABOUT 4.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0038'STATION AT SANDERSON, 61 FEET SOUTHWEST OF MILEPOST 520, 94 FEET
 BP0038'SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET NORTHEAST OF A FENCE, 1 1/2
 BP0038'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BP0038'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 BP0038
 BP0038                          STATION RECOVERY (1981)
 BP0038
 BP0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0038'6.6 KM (4.1 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0038'RAILROAD STATION IN SANDERSON, 1.0 KM (0.6 MI) SOUTHEAST OF A BRIDGE
 BP0038'OVER SANDERSON CREEK, 73.5 METERS (241.1 FT) SOUTHWEST OF THE
 BP0038'CENTERLINE OF U.S. HIGHWAY 90, 28.7 METERS (94.2 FT) SOUTH-SOUTHWEST
 BP0038'OF THE NEAR RAIL, 18.9 METERS (62.0 FT) SOUTHWEST OF MILEPOST 520 AND
 BP0038'1.2 METERS (3.9 FT) NORTHEAST OF A FENCE.  NOTE=A 7 HAS BEEN STAMPED
 BP0038'OVER A 6 MAKING B 27 LOOK LIKE B 28.
 BP0038'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BP0038'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0338 ***********************************************************************
 DO0338  DESIGNATION -  B 270
 DO0338  PID         -  DO0338
 DO0338  STATE/COUNTY-  TX/WICHITA
 DO0338  USGS QUAD   -  LAKE WICHITA (1981)
 DO0338
 DO0338                         *CURRENT SURVEY CONTROL
 DO0338  ___________________________________________________________________
 DO0338* NAD 83(1986)-  33 51 23.     (N)    098 35 49.     (W)     SCALED    
 DO0338* NAVD 88     -       311.055  (meters)    1020.52   (feet)  ADJUSTED  
 DO0338  ___________________________________________________________________
 DO0338  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DO0338  DYNAMIC HT  -         310.709 (meters)    1019.38  (feet)  COMP
 DO0338  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 DO0338
 DO0338  VERT ORDER  -  SECOND    CLASS 0
 DO0338
 DO0338.The horizontal coordinates were scaled from a topographic map and have
 DO0338.an estimated accuracy of +/- 6 seconds.
 DO0338
 DO0338.The orthometric height was determined by differential leveling
 DO0338.and adjusted by the National Geodetic Survey in June 1991..
 DO0338
 DO0338.The geoid height was determined by GEOID03.
 DO0338
 DO0338.The dynamic height is computed by dividing the NAVD 88
 DO0338.geopotential number by the normal gravity value computed on the
 DO0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0338.degrees latitude (g = 980.6199 gals.).
 DO0338
 DO0338.The modeled gravity was interpolated from observed gravity values.
 DO0338
 DO0338;                    North         East    Units  Estimated Accuracy
 DO0338;SPC TXNC     - 2,242,830.      591,030.      MT  (+/- 180 meters Scaled)
 DO0338
 DO0338                          SUPERSEDED SURVEY CONTROL
 DO0338
 DO0338  NGVD 29 (??/??/92)  310.965  (m)         1020.22   (f) ADJ UNCH    2 0
 DO0338
 DO0338.Superseded values are not recommended for survey control.
 DO0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0338.See file dsdata.txt to determine how the superseded data were derived.
 DO0338
 DO0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC372463(NAD 83)
 DO0338_MARKER: DB = BENCH MARK DISK
 DO0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0338_SP_SET: CULVERT
 DO0338_STAMPING: B 270 1934
 DO0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0338+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 DO0338
 DO0338  HISTORY     - Date     Condition        Report By
 DO0338  HISTORY     - 1934     MONUMENTED       CGS
 DO0338  HISTORY     - 1957     GOOD             NGS
 DO0338  HISTORY     - 20030625 GOOD             USPSQD
 DO0338
 DO0338                          STATION DESCRIPTION
 DO0338
 DO0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0338'0.25 MI SW FROM ALLENDALE.
 DO0338'0.25 MILE SOUTHWEST ALONG THE WICHITA VALLEY RAILWAY FROM ALLENDALE,
 DO0338'WICHITA COUNTY, 43 YARDS NORTHEAST OF MILEPOST 8, IN THE TOP OF A
 DO0338'CONCRETE HEADWALL OF AN IRRIGATION CULVERT, AND 45 FEET SOUTHEAST OF
 DO0338'THE CENTERLINE OF THE MAIN TRACK.
 DO0338
 DO0338                          STATION RECOVERY (2003)
 DO0338
 DO0338'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 DO0338'ACCESS TO THE AREA IS FROM THE CUL-DE-SAC AT THE END OF STANSBURY
 DO0338'LANE.  IRRIGATION STRUCTURE IS ACROSS THE TRACKS AND ON THE EXTENDED
 DO0338'CENTERLINE OF THE SIDEWALK ALONG THE EAST SIDE OF STANSBURY LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0425 ***********************************************************************
 DO0425  DESIGNATION -  B 271
 DO0425  PID         -  DO0425
 DO0425  STATE/COUNTY-  TX/BAYLOR
 DO0425  USGS QUAD   -  ROCK CANYON (1981)
 DO0425
 DO0425                         *CURRENT SURVEY CONTROL
 DO0425  ___________________________________________________________________
 DO0425* NAD 83(1986)-  33 27 45.     (N)    099 14 43.     (W)     SCALED    
 DO0425* NAVD 88     -       376.107  (meters)    1233.94   (feet)  ADJUSTED  
 DO0425  ___________________________________________________________________
 DO0425  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DO0425  DYNAMIC HT  -         375.670 (meters)    1232.51  (feet)  COMP
 DO0425  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 DO0425
 DO0425  VERT ORDER  -  SECOND    CLASS 0
 DO0425
 DO0425.The horizontal coordinates were scaled from a topographic map and have
 DO0425.an estimated accuracy of +/- 6 seconds.
 DO0425
 DO0425.The orthometric height was determined by differential leveling
 DO0425.and adjusted by the National Geodetic Survey in June 1991..
 DO0425
 DO0425.The geoid height was determined by GEOID03.
 DO0425
 DO0425.The dynamic height is computed by dividing the NAVD 88
 DO0425.geopotential number by the normal gravity value computed on the
 DO0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0425.degrees latitude (g = 980.6199 gals.).
 DO0425
 DO0425.The modeled gravity was interpolated from observed gravity values.
 DO0425
 DO0425;                    North         East    Units  Estimated Accuracy
 DO0425;SPC TXNC     - 2,199,390.      530,730.      MT  (+/- 180 meters Scaled)
 DO0425
 DO0425                          SUPERSEDED SURVEY CONTROL
 DO0425
 DO0425  NGVD 29 (??/??/92)  375.989  (m)         1233.56   (f) ADJ UNCH    2 0
 DO0425
 DO0425.Superseded values are not recommended for survey control.
 DO0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0425.See file dsdata.txt to determine how the superseded data were derived.
 DO0425
 DO0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC772025(NAD 83)
 DO0425_MARKER: DB = BENCH MARK DISK
 DO0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0425_SP_SET: FOUNDATION
 DO0425_STAMPING: B 271 1934
 DO0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0425
 DO0425  HISTORY     - Date     Condition        Report By
 DO0425  HISTORY     - 1934     MONUMENTED       CGS
 DO0425  HISTORY     - 1965     GOOD             USGS
 DO0425
 DO0425                          STATION DESCRIPTION
 DO0425
 DO0425'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0425'10.35 MI SW FROM SEYMOUR.
 DO0425'10.35 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 283 FROM THE COURT HOUSE
 DO0425'IN SEYMOUR,TEXAS.  20.60 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 283
 DO0425'FROM THE JUNCTION OF U.S. 283 AND STATE 24 IN THROCKMORTON, TEXAS.  A
 DO0425'STANDARD DISK SET IN THE TOP OF THE CONCRETE FOUNDATION OF THE CURB OF
 DO0425'THE CONCRETE AND STEEL BRIDGE OVER MILLERS CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2346 ***********************************************************************
 CS2346  DESIGNATION -  B 272
 CS2346  PID         -  CS2346
 CS2346  STATE/COUNTY-  TX/PARKER
 CS2346  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2346
 CS2346                         *CURRENT SURVEY CONTROL
 CS2346  ___________________________________________________________________
 CS2346* NAD 83(1986)-  32 46 47.     (N)    097 49 21.     (W)     SCALED    
 CS2346* NAVD 88     -       328.027  (meters)    1076.20   (feet)  ADJUSTED  
 CS2346  ___________________________________________________________________
 CS2346  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CS2346  DYNAMIC HT  -         327.626 (meters)    1074.89  (feet)  COMP
 CS2346  MODELED GRAV-     979,404.7   (mgal)                       NAVD 88
 CS2346
 CS2346  VERT ORDER  -  FIRST     CLASS II
 CS2346
 CS2346.The horizontal coordinates were scaled from a topographic map and have
 CS2346.an estimated accuracy of +/- 6 seconds.
 CS2346
 CS2346.The orthometric height was determined by differential leveling
 CS2346.and adjusted by the National Geodetic Survey in June 1991..
 CS2346
 CS2346.The geoid height was determined by GEOID03.
 CS2346
 CS2346.The dynamic height is computed by dividing the NAVD 88
 CS2346.geopotential number by the normal gravity value computed on the
 CS2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2346.degrees latitude (g = 980.6199 gals.).
 CS2346
 CS2346.The modeled gravity was interpolated from observed gravity values.
 CS2346
 CS2346;                    North         East    Units  Estimated Accuracy
 CS2346;SPC TXNC     - 2,123,630.      663,460.      MT  (+/- 180 meters Scaled)
 CS2346
 CS2346                          SUPERSEDED SURVEY CONTROL
 CS2346
 CS2346  NGVD 29 (??/??/92)  327.936  (m)         1075.90   (f) ADJ UNCH    1 2
 CS2346
 CS2346.Superseded values are not recommended for survey control.
 CS2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2346.See file dsdata.txt to determine how the superseded data were derived.
 CS2346
 CS2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB102274(NAD 83)
 CS2346_MARKER: DB = BENCH MARK DISK
 CS2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2346_STAMPING: B 272 1934 1075.982
 CS2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2346+STABILITY: SURFACE MOTION
 CS2346
 CS2346  HISTORY     - Date     Condition        Report By
 CS2346  HISTORY     - 1934     MONUMENTED       CGS
 CS2346  HISTORY     - 1952     GOOD             NGS
 CS2346
 CS2346                          STATION DESCRIPTION
 CS2346
 CS2346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2346'2.0 MI NW FROM WEATHERFORD.
 CS2346'ABOUT 2 MILES NORTH WEST ALONG THE WEATHERFORD, MINERAL WELLS AND
 CS2346'NORTHWESTERN RAILWAY (T. AND P.) FROM WEST OF A T FENCE CORNER, 4 FEET
 CS2346'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND 14 YARDS NORTH OF THE
 CS2346'CENTERLINE OF THE RAILROAD TRACKS.  NOTE-- TO REACH THE MARK FROM THE
 CS2346'DEPOT IN WEATHERFORD.  GO NORTH ON HIGHWAY 51, 0.7 MILE.  THEN TURN
 CS2346'LEFT AND FOLLOW HIGHWAY F.M. 920, NORTH AND WEST 01.6 MILES.  TAKE THE
 CS2346'LEFT FORK, AND TURN LEFT AGAIN OFF THE ROAD INTO A FARMYARD AND GO
 CS2346'SOUTH ON A FARM ROAD 0.5 MILE TO THE TRACKS.  THEN GO EAST ALONG THE
 CS2346'NORTH SIDE OF THE RIGHT-OF-WAY 0.3 MILE TO THE FENCE CORNER AND THE
 CS2346'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0285 ***********************************************************************
 CT0285  DESIGNATION -  B 273
 CT0285  PID         -  CT0285
 CT0285  STATE/COUNTY-  TX/STEPHENS
 CT0285  USGS QUAD   -  CADDO (1982)
 CT0285
 CT0285                         *CURRENT SURVEY CONTROL
 CT0285  ___________________________________________________________________
 CT0285* NAD 83(1986)-  32 43 04.     (N)    098 39 48.     (W)     SCALED    
 CT0285* NAVD 88     -       380.635  (meters)    1248.80   (feet)  ADJUSTED  
 CT0285  ___________________________________________________________________
 CT0285  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CT0285  DYNAMIC HT  -         380.156 (meters)    1247.23  (feet)  COMP
 CT0285  MODELED GRAV-     979,369.0   (mgal)                       NAVD 88
 CT0285
 CT0285  VERT ORDER  -  SECOND    CLASS 0
 CT0285
 CT0285.The horizontal coordinates were scaled from a topographic map and have
 CT0285.an estimated accuracy of +/- 6 seconds.
 CT0285
 CT0285.The orthometric height was determined by differential leveling
 CT0285.and adjusted by the National Geodetic Survey in June 1991..
 CT0285
 CT0285.The geoid height was determined by GEOID03.
 CT0285
 CT0285.The dynamic height is computed by dividing the NAVD 88
 CT0285.geopotential number by the normal gravity value computed on the
 CT0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0285.degrees latitude (g = 980.6199 gals.).
 CT0285
 CT0285.The modeled gravity was interpolated from observed gravity values.
 CT0285
 CT0285;                    North         East    Units  Estimated Accuracy
 CT0285;SPC TXNC     - 2,116,570.      584,690.      MT  (+/- 180 meters Scaled)
 CT0285
 CT0285                          SUPERSEDED SURVEY CONTROL
 CT0285
 CT0285  NGVD 29 (??/??/92)  380.532  (m)         1248.46   (f) ADJ UNCH    2 0
 CT0285
 CT0285.Superseded values are not recommended for survey control.
 CT0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0285.See file dsdata.txt to determine how the superseded data were derived.
 CT0285
 CT0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB315200(NAD 83)
 CT0285_MARKER: DB = BENCH MARK DISK
 CT0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0285_SP_SET: BRIDGE
 CT0285_STAMPING: B 273 1934
 CT0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0285
 CT0285  HISTORY     - Date     Condition        Report By
 CT0285  HISTORY     - 1934     MONUMENTED       CGS
 CT0285  HISTORY     - 1957     GOOD             NGS
 CT0285  HISTORY     - 1980     GOOD             NGS
 CT0285
 CT0285                          STATION DESCRIPTION
 CT0285
 CT0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0285'0.3 MI E FROM CADDO.
 CT0285'0.3 MILE EAST ALONG U.S. HIGHWAY 180 FROM CADDO, AT A LARGE CONCRETE
 CT0285'BRIDGE, IN THE TOP OF THE EAST CONCRETE ABUTMENT, AND 18 FEET NORTH OF
 CT0285'THE CENTERLINE OF THE HIGHWAY.
 CT0285
 CT0285                          STATION RECOVERY (1980)
 CT0285
 CT0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CT0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0239 ***********************************************************************
 CT0239  DESIGNATION -  B 274
 CT0239  PID         -  CT0239
 CT0239  STATE/COUNTY-  TX/COMANCHE
 CT0239  USGS QUAD   -  DUSTER (1969)
 CT0239
 CT0239                         *CURRENT SURVEY CONTROL
 CT0239  ___________________________________________________________________
 CT0239* NAD 83(1986)-  32 07 10.     (N)    098 41 18.     (W)     SCALED    
 CT0239* NAVD 88     -       430.850  (meters)    1413.55   (feet)  ADJUSTED  
 CT0239  ___________________________________________________________________
 CT0239  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CT0239  DYNAMIC HT  -         430.299 (meters)    1411.74  (feet)  COMP
 CT0239  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 CT0239
 CT0239  VERT ORDER  -  SECOND    CLASS 0
 CT0239
 CT0239.The horizontal coordinates were scaled from a topographic map and have
 CT0239.an estimated accuracy of +/- 6 seconds.
 CT0239
 CT0239.The orthometric height was determined by differential leveling
 CT0239.and adjusted by the National Geodetic Survey in June 1991..
 CT0239
 CT0239.The geoid height was determined by GEOID03.
 CT0239
 CT0239.The dynamic height is computed by dividing the NAVD 88
 CT0239.geopotential number by the normal gravity value computed on the
 CT0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0239.degrees latitude (g = 980.6199 gals.).
 CT0239
 CT0239.The modeled gravity was interpolated from observed gravity values.
 CT0239
 CT0239;                    North         East    Units  Estimated Accuracy
 CT0239;SPC TX C     - 3,273,070.      855,250.      MT  (+/- 180 meters Scaled)
 CT0239
 CT0239                          SUPERSEDED SURVEY CONTROL
 CT0239
 CT0239  NGVD 29 (??/??/92)  430.746  (m)         1413.21   (f) ADJ UNCH    2 0
 CT0239
 CT0239.Superseded values are not recommended for survey control.
 CT0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0239.See file dsdata.txt to determine how the superseded data were derived.
 CT0239
 CT0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA294537(NAD 83)
 CT0239_MARKER: DB = BENCH MARK DISK
 CT0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0239_SP_SET: FOUNDATION
 CT0239_STAMPING: B 274 1934
 CT0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0239
 CT0239  HISTORY     - Date     Condition        Report By
 CT0239  HISTORY     - 1934     MONUMENTED       CGS
 CT0239  HISTORY     - 1970     MARK NOT FOUND   USGS
 CT0239
 CT0239                          STATION DESCRIPTION
 CT0239
 CT0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0239'6.5 MI NE FROM SIPE SPRINGS.
 CT0239'6.5 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0239'FROM THE STATION AT SIPE SPRINGS, COMANCHE COUNTY, 200 YARDS SOUTH OF
 CT0239'THE DUSTER STATION, AT THE MAGNOLIA SERVICE STATION, IN FRONT OF THE
 CT0239'W.L. BLAIR STORE, AND IN THE TOP OF THE NORTHWEST CORNER OF THE
 CT0239'CONCRETE FOUNDATION OF A GASOLINE PUMP.  A STANDARD DISK, STAMPED B
 CT0239'274 1934.
 CT0239
 CT0239                          STATION RECOVERY (1970)
 CT0239
 CT0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CT0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0408 ***********************************************************************
 CA0408  DESIGNATION -  B 275
 CA0408  PID         -  CA0408
 CA0408  STATE/COUNTY-  TX/COLEMAN
 CA0408  USGS QUAD   -  COLEMAN NE (1987)
 CA0408
 CA0408                         *CURRENT SURVEY CONTROL
 CA0408  ___________________________________________________________________
 CA0408* NAD 83(1986)-  31 56 44.     (N)    099 17 33.     (W)     SCALED    
 CA0408* NAVD 88     -       491.664  (meters)    1613.07   (feet)  ADJUSTED  
 CA0408  ___________________________________________________________________
 CA0408  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CA0408  DYNAMIC HT  -         491.022 (meters)    1610.96  (feet)  COMP
 CA0408  MODELED GRAV-     979,319.4   (mgal)                       NAVD 88
 CA0408
 CA0408  VERT ORDER  -  SECOND    CLASS 0
 CA0408
 CA0408.The horizontal coordinates were scaled from a topographic map and have
 CA0408.an estimated accuracy of +/- 6 seconds.
 CA0408
 CA0408.The orthometric height was determined by differential leveling
 CA0408.and adjusted by the National Geodetic Survey in June 1991..
 CA0408
 CA0408.The geoid height was determined by GEOID03.
 CA0408
 CA0408.The dynamic height is computed by dividing the NAVD 88
 CA0408.geopotential number by the normal gravity value computed on the
 CA0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0408.degrees latitude (g = 980.6199 gals.).
 CA0408
 CA0408.The modeled gravity was interpolated from observed gravity values.
 CA0408
 CA0408;                    North         East    Units  Estimated Accuracy
 CA0408;SPC TX C     - 3,253,100.      798,410.      MT  (+/- 180 meters Scaled)
 CA0408
 CA0408                          SUPERSEDED SURVEY CONTROL
 CA0408
 CA0408  NGVD 29 (??/??/92)  491.535  (m)         1612.64   (f) ADJ UNCH    2 0
 CA0408
 CA0408.Superseded values are not recommended for survey control.
 CA0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0408.See file dsdata.txt to determine how the superseded data were derived.
 CA0408
 CA0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA723344(NAD 83)
 CA0408_MARKER: DB = BENCH MARK DISK
 CA0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0408_STAMPING: B 275 1934
 CA0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0408+STABILITY: SURFACE MOTION
 CA0408
 CA0408  HISTORY     - Date     Condition        Report By
 CA0408  HISTORY     - 1934     MONUMENTED       CGS
 CA0408  HISTORY     - 1960     MARK NOT FOUND   USGS
 CA0408
 CA0408                          STATION DESCRIPTION
 CA0408
 CA0408'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CA0408'5.2 MI SW FROM BURKETT.
 CA0408'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 206 FROM BURKETT, COLEMAN
 CA0408'COUNTY, 40 FEET NORTHEAST OF A FENCE GATE, 32 FEET NORTHWEST OF THE
 CA0408'CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTHWEST OF THE RIGHT-OF-WAY
 CA0408'FENCE.  A STANDARD DISK, STAMPED B 275 1934 AND SET IN THE TOP OF A
 CA0408'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0339 ***********************************************************************
 CR0339  DESIGNATION -  B 277
 CR0339  PID         -  CR0339
 CR0339  STATE/COUNTY-  TX/UPSHUR
 CR0339  USGS QUAD   -  BIG SANDY (1981)
 CR0339
 CR0339                         *CURRENT SURVEY CONTROL
 CR0339  ___________________________________________________________________
 CR0339* NAD 83(1986)-  32 34 59.     (N)    095 06 16.     (W)     SCALED    
 CR0339* NAVD 88     -       100.110  (meters)     328.44   (feet)  ADJUSTED  
 CR0339  ___________________________________________________________________
 CR0339  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR0339  DYNAMIC HT  -          99.995 (meters)     328.07  (feet)  COMP
 CR0339  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 CR0339
 CR0339  VERT ORDER  -  SECOND    CLASS 0
 CR0339
 CR0339.The horizontal coordinates were scaled from a topographic map and have
 CR0339.an estimated accuracy of +/- 6 seconds.
 CR0339
 CR0339.The orthometric height was determined by differential leveling
 CR0339.and adjusted by the National Geodetic Survey in June 1991..
 CR0339
 CR0339.The geoid height was determined by GEOID03.
 CR0339
 CR0339.The dynamic height is computed by dividing the NAVD 88
 CR0339.geopotential number by the normal gravity value computed on the
 CR0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0339.degrees latitude (g = 980.6199 gals.).
 CR0339
 CR0339.The modeled gravity was interpolated from observed gravity values.
 CR0339
 CR0339;                    North         East    Units  Estimated Accuracy
 CR0339;SPC TXNC     - 2,106,770.      918,720.      MT  (+/- 180 meters Scaled)
 CR0339
 CR0339                          SUPERSEDED SURVEY CONTROL
 CR0339
 CR0339  NGVD 29 (??/??/92)  100.138  (m)          328.54   (f) ADJ UNCH    2 0
 CR0339
 CR0339.Superseded values are not recommended for survey control.
 CR0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0339.See file dsdata.txt to determine how the superseded data were derived.
 CR0339
 CR0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS024070(NAD 83)
 CR0339_MARKER: DB = BENCH MARK DISK
 CR0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0339_SP_SET: ABUTMENT
 CR0339_STAMPING: B 277 1934
 CR0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0339
 CR0339  HISTORY     - Date     Condition        Report By
 CR0339  HISTORY     - 1934     MONUMENTED       CGS
 CR0339  HISTORY     - 20040606 GOOD             USPSQD
 CR0339
 CR0339                          STATION DESCRIPTION
 CR0339
 CR0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0339'IN BIG SANDY.
 CR0339'AT BIG SANDY AND ALONG THE T. L AND SW R R ON THE SW END OF THE
 CR0339'OVERPASS 301A.  OVER US HWY 80.  DISK SET HORIZONTALLY IN THE CONCRETE
 CR0339'ABUTMENT.  9 FEET SE OF CENTER OF TRACK.
 CR0339
 CR0339                          STATION RECOVERY (2004)
 CR0339
 CR0339'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0193 ***********************************************************************
 CR0193  DESIGNATION -  B 278
 CR0193  PID         -  CR0193
 CR0193  STATE/COUNTY-  TX/RUSK
 CR0193  USGS QUAD   -  EASTON (1983)
 CR0193
 CR0193                         *CURRENT SURVEY CONTROL
 CR0193  ___________________________________________________________________
 CR0193* NAD 83(1986)-  32 23 01.     (N)    094 33 22.     (W)     SCALED    
 CR0193* NAVD 88     -        82.022  (meters)     269.10   (feet)  ADJUSTED  
 CR0193  ___________________________________________________________________
 CR0193  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CR0193  DYNAMIC HT  -          81.928 (meters)     268.79  (feet)  COMP
 CR0193  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 CR0193
 CR0193  VERT ORDER  -  SECOND    CLASS 0
 CR0193
 CR0193.The horizontal coordinates were scaled from a topographic map and have
 CR0193.an estimated accuracy of +/- 6 seconds.
 CR0193
 CR0193.The orthometric height was determined by differential leveling
 CR0193.and adjusted by the National Geodetic Survey in June 1991..
 CR0193
 CR0193.The geoid height was determined by GEOID03.
 CR0193
 CR0193.The dynamic height is computed by dividing the NAVD 88
 CR0193.geopotential number by the normal gravity value computed on the
 CR0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0193.degrees latitude (g = 980.6199 gals.).
 CR0193
 CR0193.The modeled gravity was interpolated from observed gravity values.
 CR0193
 CR0193;                    North         East    Units  Estimated Accuracy
 CR0193;SPC TXNC     - 2,086,470.      971,000.      MT  (+/- 180 meters Scaled)
 CR0193
 CR0193                          SUPERSEDED SURVEY CONTROL
 CR0193
 CR0193  NGVD 29 (??/??/92)   82.058  (m)          269.22   (f) ADJ UNCH    2 0
 CR0193
 CR0193.Superseded values are not recommended for survey control.
 CR0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0193.See file dsdata.txt to determine how the superseded data were derived.
 CR0193
 CR0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR536840(NAD 83)
 CR0193_MARKER: DB = BENCH MARK DISK
 CR0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0193_STAMPING: B 278 1934
 CR0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0193+STABILITY: SURFACE MOTION
 CR0193
 CR0193  HISTORY     - Date     Condition        Report By
 CR0193  HISTORY     - 1934     MONUMENTED       CGS
 CR0193  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0193
 CR0193                          STATION DESCRIPTION
 CR0193
 CR0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0193'5.6 MI NW FROM TATUM.
 CR0193'5.6 MI NW OF AND ALONG THE S F RR 0.3 MILE SE OF MILE POST 194.  100
 CR0193'YARDS NW OF A DIM RAILWAY CROSSING.  21 FEET SW OF CENTER OF TRACK. 3
 CR0193'FEET N OF A TELEPHONE POLE.
 CR0193
 CR0193                          STATION RECOVERY (1977)
 CR0193
 CR0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3384 ***********************************************************************
 AW3384  DESIGNATION -  B 279 RESET 1940
 AW3384  PID         -  AW3384
 AW3384  STATE/COUNTY-  TX/HARRIS
 AW3384  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3384
 AW3384                         *CURRENT SURVEY CONTROL
 AW3384  ___________________________________________________________________
 AW3384* NAD 83(1986)-  29 49 08.     (N)    095 24 33.     (W)     SCALED    
 AW3384* NAVD 88     -        22.90   (+/-2cm)      75.1    (feet)  VERTCON   
 AW3384  ___________________________________________________________________
 AW3384  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW3384
 AW3384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3384
 AW3384.The horizontal coordinates were scaled from a topographic map and have
 AW3384.an estimated accuracy of +/- 6 seconds.
 AW3384
 AW3384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3384.The vertical order pertains to the NGVD 29 superseded value.
 AW3384
 AW3384.The geoid height was determined by GEOID03.
 AW3384
 AW3384;                    North         East    Units  Estimated Accuracy
 AW3384;SPC TXSC     - 4,225,380.      947,000.      MT  (+/- 180 meters Scaled)
 AW3384
 AW3384                          SUPERSEDED SURVEY CONTROL
 AW3384
 AW3384  NGVD 29 (??/??/92)   22.893  (m)           75.11   (f) ADJ UNCH    2 0
 AW3384
 AW3384.Superseded values are not recommended for survey control.
 AW3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3384.See file dsdata.txt to determine how the superseded data were derived.
 AW3384
 AW3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP671011(NAD 83)
 AW3384_MARKER: DB = BENCH MARK DISK
 AW3384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3384_STAMPING: B 279 RESET 1940
 AW3384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3384+STABILITY: SURFACE MOTION
 AW3384
 AW3384  HISTORY     - Date     Condition        Report By
 AW3384  HISTORY     - 1940     MONUMENTED       TXHD
 AW3384  HISTORY     - 1954     GOOD             NGS
 AW3384  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3384  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW3384
 AW3384                          STATION DESCRIPTION
 AW3384
 AW3384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3384'IN HOUSTON.
 AW3384'AT HOUSTON, AT THE BURLINGTON-ROCK ISLAND RAILROAD UNDERPASS AT NORTH
 AW3384'SHEPHERD DRIVE, ABOUT 1/4 MILE EAST OF MILEPOST 61, 58 FEET SOUTHWEST
 AW3384'OF THE SOUTHWEST CORNER OF THE UNDERPASS, 43 FEET SOUTH OF THE
 AW3384'CENTERLINE OF THE TRACK, 33 FEET WEST OF THE CENTERLINE OF AN
 AW3384'ABANDONED STREET, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST
 AW3384'OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET LOWER THAN THE
 AW3384'TRACK.  SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AW3384'GROUND.
 AW3384
 AW3384                          STATION RECOVERY (1973)
 AW3384
 AW3384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3384'MARK NOT FOUND.
 AW3384
 AW3384                          STATION RECOVERY (2004)
 AW3384
 AW3384'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0515 ***********************************************************************
 DO0515  DESIGNATION -  B 280
 DO0515  PID         -  DO0515
 DO0515  STATE/COUNTY-  TX/HASKELL
 DO0515  USGS QUAD   -  PINKERTON (1966)
 DO0515
 DO0515                         *CURRENT SURVEY CONTROL
 DO0515  ___________________________________________________________________
 DO0515* NAD 83(1986)-  33 10 52.     (N)    099 49 26.     (W)     SCALED    
 DO0515* NAVD 88     -       504.837  (meters)    1656.29   (feet)  ADJUSTED  
 DO0515  ___________________________________________________________________
 DO0515  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DO0515  DYNAMIC HT  -         504.210 (meters)    1654.23  (feet)  COMP
 DO0515  MODELED GRAV-     979,381.0   (mgal)                       NAVD 88
 DO0515
 DO0515  VERT ORDER  -  SECOND    CLASS 0
 DO0515
 DO0515.The horizontal coordinates were scaled from a topographic map and have
 DO0515.an estimated accuracy of +/- 6 seconds.
 DO0515
 DO0515.The orthometric height was determined by differential leveling
 DO0515.and adjusted by the National Geodetic Survey in June 1991..
 DO0515
 DO0515.The geoid height was determined by GEOID03.
 DO0515
 DO0515.The dynamic height is computed by dividing the NAVD 88
 DO0515.geopotential number by the normal gravity value computed on the
 DO0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0515.degrees latitude (g = 980.6199 gals.).
 DO0515
 DO0515.The modeled gravity was interpolated from observed gravity values.
 DO0515
 DO0515;                    North         East    Units  Estimated Accuracy
 DO0515;SPC TXNC     - 2,168,720.      476,550.      MT  (+/- 180 meters Scaled)
 DO0515
 DO0515                          SUPERSEDED SURVEY CONTROL
 DO0515
 DO0515  NGVD 29 (??/??/92)  504.663  (m)         1655.72   (f) ADJ UNCH    2 0
 DO0515
 DO0515.Superseded values are not recommended for survey control.
 DO0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0515.See file dsdata.txt to determine how the superseded data were derived.
 DO0515
 DO0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB231716(NAD 83)
 DO0515_MARKER: DB = BENCH MARK DISK
 DO0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0515_STAMPING: B 280 1934
 DO0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0515+STABILITY: SURFACE MOTION
 DO0515
 DO0515  HISTORY     - Date     Condition        Report By
 DO0515  HISTORY     - 1934     MONUMENTED       CGS
 DO0515  HISTORY     - 1965     MARK NOT FOUND   USGS
 DO0515
 DO0515                          STATION DESCRIPTION
 DO0515
 DO0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0515'4.0 MI E FROM RULE.
 DO0515'4.0 MILES E OF AND ALONG STATE HIGHWAY NO. 120 49 YARDS W OF A
 DO0515'CONCRETE CULVERT.  ABOUT 300 YARDS SE OF AND ACROSS ROAD FROM A FARM
 DO0515'HOUSE.  57 FEET S OF THE CENTER OF THE HIGHWAY.  3 FEET N OF THE R/W
 DO0515'FENCE.
 DO0515
 DO0515                          STATION RECOVERY (1965)
 DO0515
 DO0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DO0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0305 ***********************************************************************
 CA0305  DESIGNATION -  B 282
 CA0305  PID         -  CA0305
 CA0305  STATE/COUNTY-  TX/COMANCHE
 CA0305  USGS QUAD   -  SIDNEY (1969)
 CA0305
 CA0305                         *CURRENT SURVEY CONTROL
 CA0305  ___________________________________________________________________
 CA0305* NAD 83(1986)-  31 53 49.     (N)    098 39 52.     (W)     SCALED    
 CA0305* NAVD 88     -       460.251  (meters)    1510.01   (feet)  ADJUSTED  
 CA0305  ___________________________________________________________________
 CA0305  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CA0305  DYNAMIC HT  -         459.653 (meters)    1508.04  (feet)  COMP
 CA0305  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 CA0305
 CA0305  VERT ORDER  -  SECOND    CLASS 0
 CA0305
 CA0305.The horizontal coordinates were scaled from a topographic map and have
 CA0305.an estimated accuracy of +/- 6 seconds.
 CA0305
 CA0305.The orthometric height was determined by differential leveling
 CA0305.and adjusted by the National Geodetic Survey in June 1991..
 CA0305
 CA0305.The geoid height was determined by GEOID03.
 CA0305
 CA0305.The dynamic height is computed by dividing the NAVD 88
 CA0305.geopotential number by the normal gravity value computed on the
 CA0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0305.degrees latitude (g = 980.6199 gals.).
 CA0305
 CA0305.The modeled gravity was interpolated from observed gravity values.
 CA0305
 CA0305;                    North         East    Units  Estimated Accuracy
 CA0305;SPC TX C     - 3,248,430.      857,870.      MT  (+/- 180 meters Scaled)
 CA0305
 CA0305                          SUPERSEDED SURVEY CONTROL
 CA0305
 CA0305  NGVD 29 (??/??/92)  460.154  (m)         1509.69   (f) ADJ UNCH    2 0
 CA0305
 CA0305.Superseded values are not recommended for survey control.
 CA0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0305.See file dsdata.txt to determine how the superseded data were derived.
 CA0305
 CA0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA317290(NAD 83)
 CA0305_MARKER: DB = BENCH MARK DISK
 CA0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0305_STAMPING: B 282 1934
 CA0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0305+STABILITY: SURFACE MOTION
 CA0305
 CA0305  HISTORY     - Date     Condition        Report By
 CA0305  HISTORY     - 1934     MONUMENTED       CGS
 CA0305  HISTORY     - 1966     MARK NOT FOUND   NGS
 CA0305
 CA0305                          STATION DESCRIPTION
 CA0305
 CA0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CA0305'3.9 MI SW FROM COMANCHE.
 CA0305'ABOUT 3.9 MILES SOUTHWEST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY
 CA0305'FROM THE STATION AT COMANCHE, COMANCHE COUNTY, ABOUT 104 YARDS WEST OF
 CA0305'MILEPOST 850, AT A PRIVATE ROAD CROSSING, ABOUT 31 YARDS WEST OF THE
 CA0305'CENTER LINE OF THE ROAD, 71 FEET NORTH OF THE CENTER LINE OF THE
 CA0305'TRACK, AND 7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CA0305'STAMPED B 282 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT
 CA0305'IS BELIEVED THE MARK MAY HAVE BEEN DESTROYED WHEN A NEW CULVERT WAS
 CA0305'BUILT AND THE ROAD CROSSING WAS REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0120 ***********************************************************************
 CT0120  DESIGNATION -  B 283
 CT0120  PID         -  CT0120
 CT0120  STATE/COUNTY-  TX/ERATH
 CT0120  USGS QUAD   -  STEPHENVILLE (1979)
 CT0120
 CT0120                         *CURRENT SURVEY CONTROL
 CT0120  ___________________________________________________________________
 CT0120* NAD 83(1986)-  32 14 55.     (N)    098 11 28.     (W)     SCALED    
 CT0120* NAVD 88     -       398.327  (meters)    1306.84   (feet)  ADJUSTED  
 CT0120  ___________________________________________________________________
 CT0120  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CT0120  DYNAMIC HT  -         397.820 (meters)    1305.18  (feet)  COMP
 CT0120  MODELED GRAV-     979,355.8   (mgal)                       NAVD 88
 CT0120
 CT0120  VERT ORDER  -  SECOND    CLASS 0
 CT0120
 CT0120.The horizontal coordinates were scaled from a topographic map and have
 CT0120.an estimated accuracy of +/- 6 seconds.
 CT0120
 CT0120.The orthometric height was determined by differential leveling
 CT0120.and adjusted by the National Geodetic Survey in June 1991..
 CT0120
 CT0120.The geoid height was determined by GEOID03.
 CT0120
 CT0120.The dynamic height is computed by dividing the NAVD 88
 CT0120.geopotential number by the normal gravity value computed on the
 CT0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0120.degrees latitude (g = 980.6199 gals.).
 CT0120
 CT0120.The modeled gravity was interpolated from observed gravity values.
 CT0120
 CT0120;                    North         East    Units  Estimated Accuracy
 CT0120;SPC TXNC     - 2,064,580.      629,110.      MT  (+/- 180 meters Scaled)
 CT0120
 CT0120                          SUPERSEDED SURVEY CONTROL
 CT0120
 CT0120  NGVD 29 (??/??/92)  398.230  (m)         1306.53   (f) ADJ UNCH    2 0
 CT0120
 CT0120.Superseded values are not recommended for survey control.
 CT0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0120.See file dsdata.txt to determine how the superseded data were derived.
 CT0120
 CT0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA761682(NAD 83)
 CT0120_MARKER: DB = BENCH MARK DISK
 CT0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0120_STAMPING: B 283 1934
 CT0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0120+STABILITY: SURFACE MOTION
 CT0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT0120+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 CT0120
 CT0120  HISTORY     - Date     Condition        Report By
 CT0120  HISTORY     - 1934     MONUMENTED       CGS
 CT0120  HISTORY     - 1966     GOOD             NGS
 CT0120  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CT0120  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT0120  HISTORY     - 20030721 GOOD             NGS
 CT0120
 CT0120                          STATION DESCRIPTION
 CT0120
 CT0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0120'2.5 MI NE FROM STEPHENVILLE.
 CT0120'ABOUT 2.5 MILES NORTHEAST ALONG THE A.T. AND SANTA FE RAILWAY FROM THE
 CT0120'STATION AT STEPHENVILLE.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS
 CT0120'377 AND 281 IN STEPHENVILLE, GO NORTH ALONG U. S. HIGHWAY 281 FOR 0.8
 CT0120'MILE TO THE RAILROAD, THENCE 0.65 MILE NORTHEAST ALONG THE RAILROAD
 CT0120'TRACKS TO SITE OF BENCH MARK, 39 FEET EAST OF THE EAST RAILROAD TRACK,
 CT0120'20 FEET SOUTH OF A FIELD ENTRANCE, 0.2 MILE NORTH OF MILE POST 70, 7
 CT0120'FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT WEST OF A METAL
 CT0120'WITNESS POST.  A C AND GS DISK SET IN A 10 X 10 IN. CONCRETE POST
 CT0120'FLUSH WITH THE SURFACE OF GROUND.
 CT0120
 CT0120                          STATION RECOVERY (1995)
 CT0120
 CT0120'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0120'MARK NOT FOUND.
 CT0120
 CT0120                          STATION RECOVERY (1999)
 CT0120
 CT0120'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0120'MARK NOT FOUND.
 CT0120
 CT0120                          STATION RECOVERY (2003)
 CT0120
 CT0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RLC)
 CT0120'RECOVERED AS DESCRIBED, ADDITIONAL DESCRIPTION IS 4959
 CT0120'FEET SOUTH ALONG THE CENTERLINE OF THE RAILROAD TRACKS FROM THE CENTER
 CT0120'OF THE WOOD CROSSING AT COUNTY ROAD NUMBER 176, AND 40 FEET EAST OF
 CT0120'THE CENTERLINE OF THE TRACKS.  WITNESS POST FOUND AND MARK WAS
 CT0120'UNCOVERED WITH 1 FOOT OF FIELD SAND ON MARK.  AREA IS IN A BRIAR AREA
 CT0120'THAT WILL REQUIRE CUTTING OUT TO FIND MARK EVERY YEAR.  LOCAL
 CT0120'STEPHENVILLE SURVEYOR HAS RECOVERED OFTEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0152 ***********************************************************************
 CT0152  DESIGNATION -  B 284
 CT0152  PID         -  CT0152
 CT0152  STATE/COUNTY-  TX/ERATH
 CT0152  USGS QUAD   -  HUCKABAY (1979)
 CT0152
 CT0152                         *CURRENT SURVEY CONTROL
 CT0152  ___________________________________________________________________
 CT0152* NAD 83(1986)-  32 22 24.     (N)    098 20 08.     (W)     SCALED    
 CT0152* NAVD 88     -       378.574  (meters)    1242.04   (feet)  ADJUSTED  
 CT0152  ___________________________________________________________________
 CT0152  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CT0152  DYNAMIC HT  -         378.095 (meters)    1240.47  (feet)  COMP
 CT0152  MODELED GRAV-     979,363.3   (mgal)                       NAVD 88
 CT0152
 CT0152  VERT ORDER  -  SECOND    CLASS 0
 CT0152
 CT0152.The horizontal coordinates were scaled from a topographic map and have
 CT0152.an estimated accuracy of +/- 6 seconds.
 CT0152
 CT0152.The orthometric height was determined by differential leveling
 CT0152.and adjusted by the National Geodetic Survey in June 1991..
 CT0152
 CT0152.The geoid height was determined by GEOID03.
 CT0152
 CT0152.The dynamic height is computed by dividing the NAVD 88
 CT0152.geopotential number by the normal gravity value computed on the
 CT0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0152.degrees latitude (g = 980.6199 gals.).
 CT0152
 CT0152.The modeled gravity was interpolated from observed gravity values.
 CT0152
 CT0152;                    North         East    Units  Estimated Accuracy
 CT0152;SPC TXNC     - 2,078,380.      615,480.      MT  (+/- 180 meters Scaled)
 CT0152
 CT0152                          SUPERSEDED SURVEY CONTROL
 CT0152
 CT0152  NGVD 29 (??/??/92)  378.456  (m)         1241.65   (f) ADJ UNCH    2 0
 CT0152
 CT0152.Superseded values are not recommended for survey control.
 CT0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0152.See file dsdata.txt to determine how the superseded data were derived.
 CT0152
 CT0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA625820(NAD 83)
 CT0152_MARKER: DB = BENCH MARK DISK
 CT0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0152_STAMPING: B 284 1934
 CT0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0152+STABILITY: SURFACE MOTION
 CT0152
 CT0152  HISTORY     - Date     Condition        Report By
 CT0152  HISTORY     - 1934     MONUMENTED       CGS
 CT0152  HISTORY     - 1964     MARK NOT FOUND   USGS
 CT0152
 CT0152                          STATION DESCRIPTION
 CT0152
 CT0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0152'12.1 MI SE FROM THURBER.
 CT0152'12.1 MI SE OF AND ALONG STATE HWY 108 40 YARDS SE OF HANNIBAL FILLING
 CT0152'STATION.  36 FEET W OF CENTER OF HIGHWAY AND IN THE R/W FENCE CORNER.
 CT0152'NOTE-- RD. CONSTR. IN AREA.
 CT0152
 CT0152                          STATION RECOVERY (1964)
 CT0152
 CT0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CT0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0069 ***********************************************************************
 CA0069  DESIGNATION -  B 285
 CA0069  PID         -  CA0069
 CA0069  STATE/COUNTY-  TX/HAMILTON
 CA0069  USGS QUAD   -  HAMILTON WEST (1979)
 CA0069
 CA0069                         *CURRENT SURVEY CONTROL
 CA0069  ___________________________________________________________________
 CA0069* NAD 83(1986)-  31 38 47.     (N)    098 08 52.     (W)     SCALED    
 CA0069* NAVD 88     -       376.289  (meters)    1234.54   (feet)  ADJUSTED  
 CA0069  ___________________________________________________________________
 CA0069  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CA0069  DYNAMIC HT  -         375.801 (meters)    1232.94  (feet)  COMP
 CA0069  MODELED GRAV-     979,332.7   (mgal)                       NAVD 88
 CA0069
 CA0069  VERT ORDER  -  SECOND    CLASS 0
 CA0069
 CA0069.The horizontal coordinates were scaled from a topographic map and have
 CA0069.an estimated accuracy of +/- 6 seconds.
 CA0069
 CA0069.The orthometric height was determined by differential leveling
 CA0069.and adjusted by the National Geodetic Survey in June 1991..
 CA0069
 CA0069.The geoid height was determined by GEOID03.
 CA0069
 CA0069.The dynamic height is computed by dividing the NAVD 88
 CA0069.geopotential number by the normal gravity value computed on the
 CA0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0069.degrees latitude (g = 980.6199 gals.).
 CA0069
 CA0069.The modeled gravity was interpolated from observed gravity values.
 CA0069
 CA0069;                    North         East    Units  Estimated Accuracy
 CA0069;SPC TX C     - 3,221,500.      907,280.      MT  (+/- 180 meters Scaled)
 CA0069
 CA0069                          SUPERSEDED SURVEY CONTROL
 CA0069
 CA0069  NGVD 29 (??/??/92)  376.201  (m)         1234.25   (f) ADJ UNCH    2 0
 CA0069
 CA0069.Superseded values are not recommended for survey control.
 CA0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0069.See file dsdata.txt to determine how the superseded data were derived.
 CA0069
 CA0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA808015(NAD 83)
 CA0069_MARKER: DB = BENCH MARK DISK
 CA0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0069_STAMPING: B 285 1934
 CA0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0069+STABILITY: SURFACE MOTION
 CA0069
 CA0069  HISTORY     - Date     Condition        Report By
 CA0069  HISTORY     - 1934     MONUMENTED       CGS
 CA0069  HISTORY     - 1956     MARK NOT FOUND   USGS
 CA0069
 CA0069                          STATION DESCRIPTION
 CA0069
 CA0069'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CA0069'4.2 MI S FROM HAMILTON.
 CA0069'4.2 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM HAMILTON, HAMILTON
 CA0069'COUNTY, 46 YARDS NORTHEAST OF A FARMHOUSE, 53 FEET WEST OF THE
 CA0069'CENTERLINE OF THE HIGHWAY, AT A JOG OF THE RIGHT-OF-WAY FENCE AND SET
 CA0069'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0382 ***********************************************************************
 DM0382  DESIGNATION -  B 286
 DM0382  PID         -  DM0382
 DM0382  STATE/COUNTY-  TX/LAMAR
 DM0382  USGS QUAD   -  DETROIT (1964)
 DM0382
 DM0382                         *CURRENT SURVEY CONTROL
 DM0382  ___________________________________________________________________
 DM0382* NAD 83(1986)-  33 39 34.     (N)    095 18 51.     (W)     SCALED    
 DM0382* NAVD 88     -       155.711  (meters)     510.86   (feet)  ADJUSTED  
 DM0382  ___________________________________________________________________
 DM0382  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DM0382  DYNAMIC HT  -         155.549 (meters)     510.33  (feet)  COMP
 DM0382  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 DM0382
 DM0382  VERT ORDER  -  SECOND    CLASS 0
 DM0382
 DM0382.The horizontal coordinates were scaled from a topographic map and have
 DM0382.an estimated accuracy of +/- 6 seconds.
 DM0382
 DM0382.The orthometric height was determined by differential leveling
 DM0382.and adjusted by the National Geodetic Survey in June 1991..
 DM0382
 DM0382.The geoid height was determined by GEOID03.
 DM0382
 DM0382.The dynamic height is computed by dividing the NAVD 88
 DM0382.geopotential number by the normal gravity value computed on the
 DM0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0382.degrees latitude (g = 980.6199 gals.).
 DM0382
 DM0382.The modeled gravity was interpolated from observed gravity values.
 DM0382
 DM0382;                    North         East    Units  Estimated Accuracy
 DM0382;SPC TXNC     - 2,225,460.      895,430.      MT  (+/- 180 meters Scaled)
 DM0382
 DM0382                          SUPERSEDED SURVEY CONTROL
 DM0382
 DM0382  NGVD 29 (??/??/92)  155.693  (m)          510.80   (f) ADJ UNCH    2 0
 DM0382
 DM0382.Superseded values are not recommended for survey control.
 DM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0382.See file dsdata.txt to determine how the superseded data were derived.
 DM0382
 DM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT854268(NAD 83)
 DM0382_MARKER: DB = BENCH MARK DISK
 DM0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0382_STAMPING: B 286 1934
 DM0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0382+STABILITY: SURFACE MOTION
 DM0382
 DM0382  HISTORY     - Date     Condition        Report By
 DM0382  HISTORY     - 1934     MONUMENTED       CGS
 DM0382  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0382
 DM0382                          STATION DESCRIPTION
 DM0382
 DM0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0382'2.8 MI W FROM DETROIT.
 DM0382'2.8 MI W OF AND ALONG THE T P R R AT MILE POST 77.  85 FEET SW OF A
 DM0382'CONCRETE RAILROAD CULVERT.  43 FEET S OF CENTER OF TRACK.  2 FEET N OF
 DM0382'R/W FENCE.
 DM0382
 DM0382                          STATION RECOVERY (1995)
 DM0382
 DM0382'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0343 ***********************************************************************
 CR0343  DESIGNATION -  B 287
 CR0343  PID         -  CR0343
 CR0343  STATE/COUNTY-  TX/UPSHUR
 CR0343  USGS QUAD   -  HAWKINS (1981)
 CR0343
 CR0343                         *CURRENT SURVEY CONTROL
 CR0343  ___________________________________________________________________
 CR0343* NAD 83(1986)-  32 35 01.     (N)    095 08 30.     (W)     SCALED    
 CR0343* NAVD 88     -       103.948  (meters)     341.04   (feet)  ADJUSTED  
 CR0343  ___________________________________________________________________
 CR0343  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR0343  DYNAMIC HT  -         103.829 (meters)     340.65  (feet)  COMP
 CR0343  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CR0343
 CR0343  VERT ORDER  -  SECOND    CLASS 0
 CR0343
 CR0343.The horizontal coordinates were scaled from a topographic map and have
 CR0343.an estimated accuracy of +/- 6 seconds.
 CR0343
 CR0343.The orthometric height was determined by differential leveling
 CR0343.and adjusted by the National Geodetic Survey in June 1991..
 CR0343
 CR0343.The geoid height was determined by GEOID03.
 CR0343
 CR0343.The dynamic height is computed by dividing the NAVD 88
 CR0343.geopotential number by the normal gravity value computed on the
 CR0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0343.degrees latitude (g = 980.6199 gals.).
 CR0343
 CR0343.The modeled gravity was interpolated from observed gravity values.
 CR0343
 CR0343;                    North         East    Units  Estimated Accuracy
 CR0343;SPC TXNC     - 2,106,720.      915,230.      MT  (+/- 180 meters Scaled)
 CR0343
 CR0343                          SUPERSEDED SURVEY CONTROL
 CR0343
 CR0343  NGVD 29 (??/??/92)  103.975  (m)          341.12   (f) ADJ UNCH    2 0
 CR0343
 CR0343.Superseded values are not recommended for survey control.
 CR0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0343.See file dsdata.txt to determine how the superseded data were derived.
 CR0343
 CR0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS989071(NAD 83)
 CR0343_MARKER: DB = BENCH MARK DISK
 CR0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0343_STAMPING: B 287 1934
 CR0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0343+STABILITY: SURFACE MOTION
 CR0343
 CR0343  HISTORY     - Date     Condition        Report By
 CR0343  HISTORY     - 1934     MONUMENTED       CGS
 CR0343  HISTORY     - 1958     MARK NOT FOUND   USGS
 CR0343  HISTORY     - 20040607 MARK NOT FOUND   USPSQD
 CR0343
 CR0343                          STATION DESCRIPTION
 CR0343
 CR0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0343'1.9 MI W FROM BIG SANDY.
 CR0343'1.9 MI W OF AND ALONG THE T P R R AT A PRIVATE ROAD CROSSING ABOUT 300
 CR0343'YARDS E OF MILE POST 115.  59 FEET N OF CENTER OF TRACK.  34 FEET W OF
 CR0343'CROSS ROAD.  37 FEET S OF R/W FENCE.
 CR0343
 CR0343                          STATION RECOVERY (1958)
 CR0343
 CR0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CR0343'MARK NOT FOUND.
 CR0343
 CR0343                          STATION RECOVERY (2004)
 CR0343
 CR0343'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0479 ***********************************************************************
 DM0479  DESIGNATION -  B 288
 DM0479  PID         -  DM0479
 DM0479  STATE/COUNTY-  TX/HOPKINS
 DM0479  USGS QUAD   -  GAFFORD CHAPEL (1964)
 DM0479
 DM0479                         *CURRENT SURVEY CONTROL
 DM0479  ___________________________________________________________________
 DM0479* NAD 83(1986)-  33 08 06.     (N)    095 38 35.     (W)     SCALED    
 DM0479* NAVD 88     -       152.823  (meters)     501.39   (feet)  ADJUSTED  
 DM0479  ___________________________________________________________________
 DM0479  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DM0479  DYNAMIC HT  -         152.655 (meters)     500.84  (feet)  COMP
 DM0479  MODELED GRAV-     979,538.8   (mgal)                       NAVD 88
 DM0479
 DM0479  VERT ORDER  -  SECOND    CLASS 0
 DM0479
 DM0479.The horizontal coordinates were scaled from a topographic map and have
 DM0479.an estimated accuracy of +/- 6 seconds.
 DM0479
 DM0479.The orthometric height was determined by differential leveling
 DM0479.and adjusted by the National Geodetic Survey in June 1991..
 DM0479
 DM0479.The geoid height was determined by GEOID03.
 DM0479
 DM0479.The dynamic height is computed by dividing the NAVD 88
 DM0479.geopotential number by the normal gravity value computed on the
 DM0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0479.degrees latitude (g = 980.6199 gals.).
 DM0479
 DM0479.The modeled gravity was interpolated from observed gravity values.
 DM0479
 DM0479;                    North         East    Units  Estimated Accuracy
 DM0479;SPC TXNC     - 2,166,450.      866,520.      MT  (+/- 180 meters Scaled)
 DM0479
 DM0479                          SUPERSEDED SURVEY CONTROL
 DM0479
 DM0479  NGVD 29 (??/??/92)  152.822  (m)          501.38   (f) ADJ UNCH    2 0
 DM0479
 DM0479.Superseded values are not recommended for survey control.
 DM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0479.See file dsdata.txt to determine how the superseded data were derived.
 DM0479
 DM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS534693(NAD 83)
 DM0479_MARKER: DB = BENCH MARK DISK
 DM0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0479_STAMPING: B 288 1934
 DM0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0479+STABILITY: SURFACE MOTION
 DM0479
 DM0479  HISTORY     - Date     Condition        Report By
 DM0479  HISTORY     - 1934     MONUMENTED       CGS
 DM0479  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM0479
 DM0479                          STATION DESCRIPTION
 DM0479
 DM0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0479'2.7 MI W FROM SULPHUR SPRINGS.
 DM0479'2.7 MI W OF AND ALONG THE L AND A R R AT A ROAD CROSSING ABOUT 325
 DM0479'YARDS W OF BRIDGE 142.7.  20 FEET E OF CENTER OF CROSS ROAD.  37 FEET
 DM0479'S OF CENTER OF TRACK.
 DM0479
 DM0479                          STATION RECOVERY (1995)
 DM0479
 DM0479'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0327 ***********************************************************************
 AZ0327  DESIGNATION -  B 29
 AZ0327  PID         -  AZ0327
 AZ0327  STATE/COUNTY-  TX/TERRELL
 AZ0327  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0327
 AZ0327                         *CURRENT SURVEY CONTROL
 AZ0327  ___________________________________________________________________
 AZ0327* NAD 83(1986)-  29 57 19.     (N)    101 50 38.     (W)     SCALED    
 AZ0327* NAVD 88     -       476.309  (meters)    1562.69   (feet)  ADJUSTED  
 AZ0327  ___________________________________________________________________
 AZ0327  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AZ0327  DYNAMIC HT  -         475.600 (meters)    1560.36  (feet)  COMP
 AZ0327  MODELED GRAV-     979,138.7   (mgal)                       NAVD 88
 AZ0327
 AZ0327  VERT ORDER  -  FIRST     CLASS II
 AZ0327
 AZ0327.The horizontal coordinates were scaled from a topographic map and have
 AZ0327.an estimated accuracy of +/- 6 seconds.
 AZ0327
 AZ0327.The orthometric height was determined by differential leveling
 AZ0327.and adjusted by the National Geodetic Survey in June 1991..
 AZ0327
 AZ0327.The geoid height was determined by GEOID03.
 AZ0327
 AZ0327.The dynamic height is computed by dividing the NAVD 88
 AZ0327.geopotential number by the normal gravity value computed on the
 AZ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0327.degrees latitude (g = 980.6199 gals.).
 AZ0327
 AZ0327.The modeled gravity was interpolated from observed gravity values.
 AZ0327
 AZ0327;                    North         East    Units  Estimated Accuracy
 AZ0327;SPC TXSC     - 4,238,510.      325,530.      MT  (+/- 180 meters Scaled)
 AZ0327
 AZ0327                          SUPERSEDED SURVEY CONTROL
 AZ0327
 AZ0327  NGVD 29 (??/??/92)  476.156  (m)         1562.19   (f) ADJ UNCH    1 2
 AZ0327
 AZ0327.Superseded values are not recommended for survey control.
 AZ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0327.See file dsdata.txt to determine how the superseded data were derived.
 AZ0327
 AZ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU255172(NAD 83)
 AZ0327_MARKER: DB = BENCH MARK DISK
 AZ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0327_STAMPING: B 29 1917 ELEV. 1562.405 FT
 AZ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0327+STABILITY: SURFACE MOTION
 AZ0327
 AZ0327  HISTORY     - Date     Condition        Report By
 AZ0327  HISTORY     - 1917     MONUMENTED       CGS
 AZ0327  HISTORY     - 1958     GOOD             NGS
 AZ0327
 AZ0327                          STATION DESCRIPTION
 AZ0327
 AZ0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0327'20.55 MI SE FROM DRYDEN.
 AZ0327'ABOUT 20.55 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0327'FROM THE STATION AT DRYDEN, 36 1/2 FEET SOUTHWEST OF THE 11TH POLE
 AZ0327'NORTHEAST OF MILEPOST 465, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AZ0327'ABOUT 0.1 MILE SOUTHWEST OF A ROAD CROSSING, 45 FEET NORTHWEST OF THE
 AZ0327'CENTER LINE OF A TRACK ROAD, 3 1/2 FEET NORTHWEST OF A FENCE, 2 1/2
 AZ0327'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 AZ0327'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.  NOTE-- THIS
 AZ0327'POST DOES NOT APPEAR TO BE IN THE GROUND VERY DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0176 ***********************************************************************
 DO0176  DESIGNATION -  B 291
 DO0176  PID         -  DO0176
 DO0176  STATE/COUNTY-  TX/JACK
 DO0176  USGS QUAD   -  JACKSBORO NE (1982)
 DO0176
 DO0176                         *CURRENT SURVEY CONTROL
 DO0176  ___________________________________________________________________
 DO0176* NAD 83(1986)-  33 09 34.     (N)    098 07 21.     (W)     SCALED    
 DO0176* NAVD 88     -       371.628  (meters)    1219.25   (feet)  ADJUSTED  
 DO0176  ___________________________________________________________________
 DO0176  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DO0176  DYNAMIC HT  -         371.196 (meters)    1217.83  (feet)  COMP
 DO0176  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 DO0176
 DO0176  VERT ORDER  -  SECOND    CLASS 0
 DO0176
 DO0176.The horizontal coordinates were scaled from a topographic map and have
 DO0176.an estimated accuracy of +/- 6 seconds.
 DO0176
 DO0176.The orthometric height was determined by differential leveling
 DO0176.and adjusted by the National Geodetic Survey in June 1991..
 DO0176
 DO0176.The geoid height was determined by GEOID03.
 DO0176
 DO0176.The dynamic height is computed by dividing the NAVD 88
 DO0176.geopotential number by the normal gravity value computed on the
 DO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0176.degrees latitude (g = 980.6199 gals.).
 DO0176
 DO0176.The modeled gravity was interpolated from observed gravity values.
 DO0176
 DO0176;                    North         East    Units  Estimated Accuracy
 DO0176;SPC TXNC     - 2,165,600.      635,210.      MT  (+/- 180 meters Scaled)
 DO0176
 DO0176                          SUPERSEDED SURVEY CONTROL
 DO0176
 DO0176  NGVD 29 (??/??/92)  371.545  (m)         1218.98   (f) ADJ UNCH    2 0
 DO0176
 DO0176.Superseded values are not recommended for survey control.
 DO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0176.See file dsdata.txt to determine how the superseded data were derived.
 DO0176
 DO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB818693(NAD 83)
 DO0176_MARKER: DB = BENCH MARK DISK
 DO0176_SETTING: 66 = SET IN ROCK OUTCROP
 DO0176_SP_SET: BEDROCK
 DO0176_STAMPING: B 291 1934 1218.954
 DO0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0176+STABILITY: POSITION/ELEVATION WELL
 DO0176
 DO0176  HISTORY     - Date     Condition        Report By
 DO0176  HISTORY     - 1934     MONUMENTED       CGS
 DO0176  HISTORY     - 1961     GOOD             NGS
 DO0176  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0176  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 DO0176
 DO0176                          STATION DESCRIPTION
 DO0176
 DO0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0176'5.5 MI SE FROM JACKSBORO.
 DO0176'ABOUT 4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0176'199 FROM THE COURTHOUSE AT JACKSBORO, THENCE 1.2 MILES SOUTH ALONG A
 DO0176'GRADED DIRT ROAD, THENCE 0.1 MILE WEST ACROSS A PASTURE TO THE
 DO0176'ABANDONED GULF, TEXAS AND WESTERN RAILROAD GRADE, 185 YARDS NORTHWEST
 DO0176'OF THE NORTHWEST CORNER OF A ROCK HOUSE, 100 YARDS SOUTH OF A FILL IN
 DO0176'THE RAILROAD GRADE, 100 YARDS NORTH OF A FILL AND AN EARTH DAM ACROSS
 DO0176'THE RAILROAD GRADE, 15 FEET-EAST OF THE CENTER OF A CUT, SET IN THE
 DO0176'TOP OF A BED ROCK AT THE BOTTOM OF THE CUT, ABOUT 12 FEET BELOW THE
 DO0176'LEVEL OF THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE OLD
 DO0176'RAILROAD GRADE.
 DO0176
 DO0176                          STATION RECOVERY (2001)
 DO0176
 DO0176'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0176'MARK NOT FOUND.
 DO0176
 DO0176                          STATION RECOVERY (2005)
 DO0176
 DO0176'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0777 ***********************************************************************
 BZ0777  DESIGNATION -  B 292
 BZ0777  PID         -  BZ0777
 BZ0777  STATE/COUNTY-  TX/BOSQUE
 BZ0777  USGS QUAD   -  VALLEY MILLS (1979)
 BZ0777
 BZ0777                         *CURRENT SURVEY CONTROL
 BZ0777  ___________________________________________________________________
 BZ0777* NAD 83(1986)-  31 37 46.     (N)    097 27 36.     (W)     SCALED    
 BZ0777* NAVD 88     -       219.352  (meters)     719.66   (feet)  ADJUSTED  
 BZ0777  ___________________________________________________________________
 BZ0777  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BZ0777  DYNAMIC HT  -         219.069 (meters)     718.73  (feet)  COMP
 BZ0777  MODELED GRAV-     979,348.6   (mgal)                       NAVD 88
 BZ0777
 BZ0777  VERT ORDER  -  SECOND    CLASS 0
 BZ0777
 BZ0777.The horizontal coordinates were scaled from a topographic map and have
 BZ0777.an estimated accuracy of +/- 6 seconds.
 BZ0777
 BZ0777.The orthometric height was determined by differential leveling
 BZ0777.and adjusted by the National Geodetic Survey in June 1991..
 BZ0777
 BZ0777.The geoid height was determined by GEOID03.
 BZ0777
 BZ0777.The dynamic height is computed by dividing the NAVD 88
 BZ0777.geopotential number by the normal gravity value computed on the
 BZ0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0777.degrees latitude (g = 980.6199 gals.).
 BZ0777
 BZ0777.The modeled gravity was interpolated from observed gravity values.
 BZ0777
 BZ0777;                    North         East    Units  Estimated Accuracy
 BZ0777;SPC TX C     - 3,221,110.      972,550.      MT  (+/- 180 meters Scaled)
 BZ0777
 BZ0777                          SUPERSEDED SURVEY CONTROL
 BZ0777
 BZ0777  NGVD 29 (??/??/92)  219.309  (m)          719.52   (f) ADJ UNCH    2 0
 BZ0777
 BZ0777.Superseded values are not recommended for survey control.
 BZ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0777.See file dsdata.txt to determine how the superseded data were derived.
 BZ0777
 BZ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA460003(NAD 83)
 BZ0777_MARKER: DB = BENCH MARK DISK
 BZ0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0777_STAMPING: B 292 1934
 BZ0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0777+STABILITY: SURFACE MOTION
 BZ0777
 BZ0777  HISTORY     - Date     Condition        Report By
 BZ0777  HISTORY     - 1934     MONUMENTED       CGS
 BZ0777  HISTORY     - 1966     GOOD             NGS
 BZ0777
 BZ0777                          STATION DESCRIPTION
 BZ0777
 BZ0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ0777'2.0 MI S FROM VALLEY MILLS.
 BZ0777'ABOUT 2.0 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ0777'FROM THE STATION AT VALLEY MILLS, BOSQUE COUNTY, ABOUT 100 FEET
 BZ0777'SOUTHEAST OF MILEPOST 257, 32 FEET EAST OF THE CENTER LINE OF THE
 BZ0777'TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 BZ0777'STAMPED B 292 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 BZ0777'BENCH MARK MAY BE REACHED FROM THE RAILWAY STATION IN VALLEY MILLS, BY
 BZ0777'GOING 0.3 MILE EAST ALONG G-AVENUE 400 TO STATE HIGHWAY 317, THENCE
 BZ0777'1.9 MILES SOUTH ALONG STATE HIGHWAY 317, THENCE ABOUT 1/4 MILE EAST
 BZ0777'ACROSS PASTURE LAND TO SITE OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0735 ***********************************************************************
 CS0735  DESIGNATION -  B 294
 CS0735  PID         -  CS0735
 CS0735  STATE/COUNTY-  TX/ELLIS
 CS0735  USGS QUAD   -  MIDLOTHIAN (1978)
 CS0735
 CS0735                         *CURRENT SURVEY CONTROL
 CS0735  ___________________________________________________________________
 CS0735* NAD 83(1986)-  32 27 35.     (N)    096 57 04.     (W)     SCALED    
 CS0735* NAVD 88     -       195.108  (meters)     640.12   (feet)  ADJUSTED  
 CS0735  ___________________________________________________________________
 CS0735  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CS0735  DYNAMIC HT  -         194.875 (meters)     639.35  (feet)  COMP
 CS0735  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 CS0735
 CS0735  VERT ORDER  -  SECOND    CLASS 0
 CS0735
 CS0735.The horizontal coordinates were scaled from a topographic map and have
 CS0735.an estimated accuracy of +/- 6 seconds.
 CS0735
 CS0735.The orthometric height was determined by differential leveling
 CS0735.and adjusted by the National Geodetic Survey in June 1991..
 CS0735
 CS0735.The geoid height was determined by GEOID03.
 CS0735
 CS0735.The dynamic height is computed by dividing the NAVD 88
 CS0735.geopotential number by the normal gravity value computed on the
 CS0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0735.degrees latitude (g = 980.6199 gals.).
 CS0735
 CS0735.The modeled gravity was interpolated from observed gravity values.
 CS0735
 CS0735;                    North         East    Units  Estimated Accuracy
 CS0735;SPC TXNC     - 2,089,020.      745,610.      MT  (+/- 180 meters Scaled)
 CS0735
 CS0735                          SUPERSEDED SURVEY CONTROL
 CS0735
 CS0735  NGVD 29 (??/??/92)  195.089  (m)          640.05   (f) ADJ UNCH    2 0
 CS0735
 CS0735.Superseded values are not recommended for survey control.
 CS0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0735.See file dsdata.txt to determine how the superseded data were derived.
 CS0735
 CS0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA925932(NAD 83)
 CS0735_MARKER: DB = BENCH MARK DISK
 CS0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0735_STAMPING: B 294 1934
 CS0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0735+STABILITY: SURFACE MOTION
 CS0735
 CS0735  HISTORY     - Date     Condition        Report By
 CS0735  HISTORY     - 1934     MONUMENTED       CGS
 CS0735  HISTORY     - 1965     GOOD             NGS
 CS0735
 CS0735                          STATION DESCRIPTION
 CS0735
 CS0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS0735'3.6 MI E FROM MIDLOTHIAN.
 CS0735'3.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAIL ROAD FROM THE
 CS0735'GULF, COLORADO AND SANTA FE RAILWAY STATION AT MIDLOTHIAN, ELLIS
 CS0735'COUNTY, 0.1 MILE EAST OF MILEPOST 20, AT A ROAD CROSSING, 60 FEET WEST
 CS0735'OF THE CENTER LINE OF THE ROAD, 40 FEET NORTH OF THE CENTER LINE OF
 CS0735'THE TRACK, AND 2 FEET FROM THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CS0735'STAMPED B 294 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 CS0735'MARK MAY BE REACHED FROM THE RAILWAY STATION IN MIDLOTHIAN, BY GOING
 CS0735'3.55 MILES EAST ALONG U. S. HIGHWAY 287 TO A CROSS ROAD, THENCE 0.15
 CS0735'MILE SOUTH TO A T-ROAD JUNCTION, THENCE 0.4 MILE WEST TO A ROAD FORK,
 CS0735'THENCE 0.15 MILE SOUTH TO THE RAIL ROAD TRACKS, 53 FEET NORTHWEST OF
 CS0735'THE RAIL ROAD CROSSING, 45 FEET NORTH OF THE NORTH RAIL, 45 FEET EAST
 CS0735'OF TELEGRAPH POLE 391, AND 47 FEET WEST-NORTHWEST OF THE CENTER LINE
 CS0735'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0535 ***********************************************************************
 DM0535  DESIGNATION -  B 295
 DM0535  PID         -  DM0535
 DM0535  STATE/COUNTY-  TX/FANNIN
 DM0535  USGS QUAD   -  LADONIA (1964)
 DM0535
 DM0535                         *CURRENT SURVEY CONTROL
 DM0535  ___________________________________________________________________
 DM0535* NAD 83(1986)-  33 25 14.     (N)    095 57 15.     (W)     SCALED    
 DM0535* NAVD 88     -       193.826  (meters)     635.91   (feet)  ADJUSTED  
 DM0535  ___________________________________________________________________
 DM0535  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DM0535  DYNAMIC HT  -         193.621 (meters)     635.24  (feet)  COMP
 DM0535  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 DM0535
 DM0535  VERT ORDER  -  SECOND    CLASS 0
 DM0535
 DM0535.The horizontal coordinates were scaled from a topographic map and have
 DM0535.an estimated accuracy of +/- 6 seconds.
 DM0535
 DM0535.The orthometric height was determined by differential leveling
 DM0535.and adjusted by the National Geodetic Survey in June 1991..
 DM0535
 DM0535.The geoid height was determined by GEOID03.
 DM0535
 DM0535.The dynamic height is computed by dividing the NAVD 88
 DM0535.geopotential number by the normal gravity value computed on the
 DM0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0535.degrees latitude (g = 980.6199 gals.).
 DM0535
 DM0535.The modeled gravity was interpolated from observed gravity values.
 DM0535
 DM0535;                    North         East    Units  Estimated Accuracy
 DM0535;SPC TXNC     - 2,197,360.      836,730.      MT  (+/- 180 meters Scaled)
 DM0535
 DM0535                          SUPERSEDED SURVEY CONTROL
 DM0535
 DM0535  NGVD 29 (??/??/92)  193.810  (m)          635.86   (f) ADJ UNCH    2 0
 DM0535
 DM0535.Superseded values are not recommended for survey control.
 DM0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0535.See file dsdata.txt to determine how the superseded data were derived.
 DM0535
 DM0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT253018(NAD 83)
 DM0535_MARKER: DB = BENCH MARK DISK
 DM0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0535_STAMPING: B 295 1934
 DM0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0535+STABILITY: SURFACE MOTION
 DM0535
 DM0535  HISTORY     - Date     Condition        Report By
 DM0535  HISTORY     - 1934     MONUMENTED       CGS
 DM0535  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0535  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DM0535
 DM0535                          STATION DESCRIPTION
 DM0535
 DM0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0535'0.5 MI W FROM LADONIA.
 DM0535'0.5 MI W OF AND ALONG THE S F R R 19 FEET S OF THE TRACK.  100 FEET SE
 DM0535'OF MILE POST 121.  59 FEET E OF A SECONDARY ROAD WHICH CROSSES
 DM0535'RAILROAD.
 DM0535
 DM0535                          STATION RECOVERY (1964)
 DM0535
 DM0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0535'MARK NOT FOUND.
 DM0535
 DM0535                          STATION RECOVERY (1994)
 DM0535
 DM0535'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1128 ***********************************************************************
 BY1128  DESIGNATION -  B 297
 BY1128  PID         -  BY1128
 BY1128  STATE/COUNTY-  TX/RUSK
 BY1128  USGS QUAD   -  MOUNT ENTERPRISE (1984)
 BY1128
 BY1128                         *CURRENT SURVEY CONTROL
 BY1128  ___________________________________________________________________
 BY1128* NAD 83(1986)-  31 55 53.     (N)    094 41 07.     (W)     SCALED    
 BY1128* NAVD 88     -       165.478  (meters)     542.91   (feet)  ADJUSTED  
 BY1128  ___________________________________________________________________
 BY1128  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BY1128  DYNAMIC HT  -         165.279 (meters)     542.25  (feet)  COMP
 BY1128  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 BY1128
 BY1128  VERT ORDER  -  SECOND    CLASS 0
 BY1128
 BY1128.The horizontal coordinates were scaled from a topographic map and have
 BY1128.an estimated accuracy of +/- 6 seconds.
 BY1128
 BY1128.The orthometric height was determined by differential leveling
 BY1128.and adjusted by the National Geodetic Survey in June 1991..
 BY1128
 BY1128.The geoid height was determined by GEOID03.
 BY1128
 BY1128.The dynamic height is computed by dividing the NAVD 88
 BY1128.geopotential number by the normal gravity value computed on the
 BY1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1128.degrees latitude (g = 980.6199 gals.).
 BY1128
 BY1128.The modeled gravity was interpolated from observed gravity values.
 BY1128
 BY1128;                    North         East    Units  Estimated Accuracy
 BY1128;SPC TXNC     - 2,035,910.      960,680.      MT  (+/- 180 meters Scaled)
 BY1128
 BY1128                          SUPERSEDED SURVEY CONTROL
 BY1128
 BY1128  NGVD 29 (??/??/92)  165.484  (m)          542.93   (f) ADJ UNCH    2 0
 BY1128
 BY1128.Superseded values are not recommended for survey control.
 BY1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1128.See file dsdata.txt to determine how the superseded data were derived.
 BY1128
 BY1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR406340(NAD 83)
 BY1128_MARKER: DB = BENCH MARK DISK
 BY1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1128_STAMPING: B 297 1934
 BY1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1128+STABILITY: SURFACE MOTION
 BY1128
 BY1128  HISTORY     - Date     Condition        Report By
 BY1128  HISTORY     - 1934     MONUMENTED       CGS
 BY1128  HISTORY     - 1958     MARK NOT FOUND   USGS
 BY1128
 BY1128                          STATION DESCRIPTION
 BY1128
 BY1128'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY1128'1.0 MI NW FROM MOUNT ENTERPRISE.
 BY1128'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 26 FROM THE JUNCTION OF U. S.
 BY1128'HIGHWAY 84 AT MOUNT ENTERPRISE, RUSK COUNTY, 42 FEET EAST OF THE
 BY1128'CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF A GATE IN THE RIGHT-OF-WAY
 BY1128'FENCE, 30 FEET NORTH OF A POLE, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE,
 BY1128'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B
 BY1128'297 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- USGS
 BY1128'REPORT--FROM PHYSICAL EVIDENCE IN THIS AREA IT IS BELIEVED THAT THIS
 BY1128'MARK WAS DESTROYED WHEN NEW STATE HIGHWAY 26 WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1339 ***********************************************************************
 BY1339  DESIGNATION -  B 298
 BY1339  PID         -  BY1339
 BY1339  STATE/COUNTY-  TX/CHEROKEE
 BY1339  USGS QUAD   -  FOREST (1973)
 BY1339
 BY1339                         *CURRENT SURVEY CONTROL
 BY1339  ___________________________________________________________________
 BY1339* NAD 83(1986)-  31 34 32.     (N)    095 03 22.     (W)     SCALED    
 BY1339* NAVD 88     -        99.27   (+/-2cm)     325.7    (feet)  VERTCON   
 BY1339  ___________________________________________________________________
 BY1339  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY1339
 BY1339  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1339
 BY1339.The horizontal coordinates were scaled from a topographic map and have
 BY1339.an estimated accuracy of +/- 6 seconds.
 BY1339
 BY1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1339.The vertical order pertains to the NGVD 29 superseded value.
 BY1339
 BY1339.The geoid height was determined by GEOID03.
 BY1339
 BY1339;                    North         East    Units  Estimated Accuracy
 BY1339;SPC TX C     - 3,223,490.    1,200,720.      MT  (+/- 180 meters Scaled)
 BY1339
 BY1339                          SUPERSEDED SURVEY CONTROL
 BY1339
 BY1339  NGVD 29 (??/??/92)   99.311  (m)          325.82   (f) ADJ UNCH    2 0
 BY1339
 BY1339.Superseded values are not recommended for survey control.
 BY1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1339.See file dsdata.txt to determine how the superseded data were derived.
 BY1339
 BY1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ048952(NAD 83)
 BY1339_MARKER: Z = SEE DESCRIPTION
 BY1339_SETTING: 0 = UNSPECIFIED SETTING
 BY1339_STAMPING: B 298 1934
 BY1339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1339
 BY1339  HISTORY     - Date     Condition        Report By
 BY1339  HISTORY     - 1934     MONUMENTED       CGS
 BY1339  HISTORY     - 1938     GOOD             NGS
 BY1339  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1339  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 BY1339  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1339
 BY1339                          STATION DESCRIPTION
 BY1339
 BY1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1339'4.5 MI N FROM WILDHURST.
 BY1339'4.5 MILES NORTH OF WILDHURST FROM ROAD CROSSING R.R. BY RAIL.  ON THE
 BY1339'ST. L. AND S.W. R.R.  ABOUT 75 FT. NORTHWEST OF THE NORTHWEST END OF A
 BY1339'R.R. CUT 32 YARDS SOUTHEAST OF TEL POLE NO. 609/15.  45 FT. NORTHEAST
 BY1339'OF THE CENTERLINE OF TRACK.  2.0 FT. SOUTHWEST OF A WIRE R.O.W. FENCE.
 BY1339'2.0 FT. ABOVE THE TOP OF RAIL.
 BY1339
 BY1339                          STATION RECOVERY (1973)
 BY1339
 BY1339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1339'MARK NOT FOUND.
 BY1339
 BY1339                          STATION RECOVERY (1991)
 BY1339
 BY1339'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY1339'MARK NOT FOUND.
 BY1339
 BY1339                          STATION RECOVERY (1996)
 BY1339
 BY1339'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0302 ***********************************************************************
 BY0302  DESIGNATION -  B 299
 BY0302  PID         -  BY0302
 BY0302  STATE/COUNTY-  TX/NACOGDOCHES
 BY0302  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0302
 BY0302                         *CURRENT SURVEY CONTROL
 BY0302  ___________________________________________________________________
 BY0302* NAD 83(1986)-  31 22 23.     (N)    094 27 37.     (W)     SCALED    
 BY0302* NAVD 88     -        56.71   (+/-2cm)     186.1    (feet)  VERTCON   
 BY0302  ___________________________________________________________________
 BY0302  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY0302
 BY0302  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0302
 BY0302.The horizontal coordinates were scaled from a topographic map and have
 BY0302.an estimated accuracy of +/- 6 seconds.
 BY0302
 BY0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0302.The vertical order pertains to the NGVD 29 superseded value.
 BY0302
 BY0302.The geoid height was determined by GEOID03.
 BY0302
 BY0302;                    North         East    Units  Estimated Accuracy
 BY0302;SPC TX C     - 3,203,910.    1,258,390.      MT  (+/- 180 meters Scaled)
 BY0302
 BY0302                          SUPERSEDED SURVEY CONTROL
 BY0302
 BY0302  NGVD 29 (??/??/92)   56.758  (m)          186.21   (f) ADJ UNCH    2 0
 BY0302
 BY0302.Superseded values are not recommended for survey control.
 BY0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0302.See file dsdata.txt to determine how the superseded data were derived.
 BY0302
 BY0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ611718(NAD 83)
 BY0302_MARKER: DB = BENCH MARK DISK
 BY0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0302_STAMPING: B 299 1934
 BY0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0302+STABILITY: SURFACE MOTION
 BY0302
 BY0302  HISTORY     - Date     Condition        Report By
 BY0302  HISTORY     - 1934     MONUMENTED       CGS
 BY0302  HISTORY     - 1952     GOOD             NGS
 BY0302  HISTORY     - 1956     MARK NOT FOUND   USGS
 BY0302  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0302
 BY0302                          STATION DESCRIPTION
 BY0302
 BY0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0302'1.6 MI W FROM ETOILE.
 BY0302'1.6 MILES WEST OF ETOILE, NACOGDOCHES COUNTY, FROM THE POST OFFICE,
 BY0302'0.1 MILE SOUTH THENCE 1.6 MILES WEST ALONG A GRADED DIRT ROAD, 96 FEET
 BY0302'SOUTH OF THE CENTERLINE OF THE ROAD, 74 FEET SOUTHWEST OF A
 BY0302'PRIVATE-ROAD CROSSING, 47 FEET SOUTH OF THE SOUTH RAIL OF THE ANGELINA
 BY0302'AND NECHES RIVER RAILROAD, 52 FEET NORTHWEST OF THE NORTHWEST CORNER
 BY0302'OF A VACANT FARMHOUSE, 24 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 BY0302'NORTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 BY0302'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 BY0302
 BY0302                          STATION RECOVERY (1956)
 BY0302
 BY0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BY0302'MARK NOT FOUND.
 BY0302
 BY0302                          STATION RECOVERY (1998)
 BY0302
 BY0302'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0243 ***********************************************************************
 AZ0243  DESIGNATION -  B 30
 AZ0243  PID         -  AZ0243
 AZ0243  STATE/COUNTY-  TX/VAL VERDE
 AZ0243  USGS QUAD   -  PECOS HIGH BRIDGE (1979)
 AZ0243
 AZ0243                         *CURRENT SURVEY CONTROL
 AZ0243  ___________________________________________________________________
 AZ0243* NAD 83(1986)-  29 45 29.     (N)    101 21 22.     (W)     SCALED    
 AZ0243* NAVD 88     -       421.666  (meters)    1383.42   (feet)  POSTED    
 AZ0243  ___________________________________________________________________
 AZ0243  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0243  DYNAMIC HT  -         421.050 (meters)    1381.39  (feet)  COMP
 AZ0243  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 AZ0243
 AZ0243  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0243
 AZ0243.The horizontal coordinates were scaled from a topographic map and have
 AZ0243.an estimated accuracy of +/- 6 seconds.
 AZ0243
 AZ0243.The orthometric height was determined by differential leveling
 AZ0243.and adjusted by the National Geodetic Survey in 1992..
 AZ0243.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0243.rate of 1.1 thru 2.0 mm/km.
 AZ0243
 AZ0243.The geoid height was determined by GEOID03.
 AZ0243
 AZ0243.The dynamic height is computed by dividing the NAVD 88
 AZ0243.geopotential number by the normal gravity value computed on the
 AZ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0243.degrees latitude (g = 980.6199 gals.).
 AZ0243
 AZ0243.The modeled gravity was interpolated from observed gravity values.
 AZ0243
 AZ0243;                    North         East    Units  Estimated Accuracy
 AZ0243;SPC TXSC     - 4,215,610.      372,160.      MT  (+/- 180 meters Scaled)
 AZ0243
 AZ0243                          SUPERSEDED SURVEY CONTROL
 AZ0243
 AZ0243.No superseded survey control is available for this station.
 AZ0243
 AZ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT721943(NAD 83)
 AZ0243_MARKER: DB = BENCH MARK DISK
 AZ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0243_STAMPING: B 30 1917
 AZ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0243+STABILITY: SURFACE MOTION
 AZ0243
 AZ0243  HISTORY     - Date     Condition        Report By
 AZ0243  HISTORY     - 1917     MONUMENTED       CGS
 AZ0243  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0243  HISTORY     - 20010607 MARK NOT FOUND   USPSQD
 AZ0243
 AZ0243                          STATION DESCRIPTION
 AZ0243
 AZ0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0243'3.0 MI E FROM SHUMLA.
 AZ0243'ABOUT 3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0243'SHUMLA, VAL VERDE COUNTY, ABOUT 5 POLES WEST OF MILEPOST 428, NEAR THE
 AZ0243'EAST END OF THE PECOS HIGH BRIDGE, AND 40 FEET SOUTH OF THE TRACK. A
 AZ0243'STANDARD DISK, STAMPED B 30 1917 AND SET IN THE TOP OF A CONCRETE
 AZ0243'POST.
 AZ0243
 AZ0243                          STATION RECOVERY (2001)
 AZ0243
 AZ0243'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0243'INACCESIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0208 ***********************************************************************
 BZ0208  DESIGNATION -  B 300
 BZ0208  PID         -  BZ0208
 BZ0208  STATE/COUNTY-  TX/FREESTONE
 BZ0208  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0208
 BZ0208                         *CURRENT SURVEY CONTROL
 BZ0208  ___________________________________________________________________
 BZ0208* NAD 83(1986)-  31 47 53.     (N)    096 13 58.     (W)     SCALED    
 BZ0208* NAVD 88     -       123.435  (meters)     404.97   (feet)  ADJUSTED  
 BZ0208  ___________________________________________________________________
 BZ0208  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0208  DYNAMIC HT  -         123.289 (meters)     404.49  (feet)  COMP
 BZ0208  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 BZ0208
 BZ0208  VERT ORDER  -  SECOND    CLASS 0
 BZ0208
 BZ0208.The horizontal coordinates were scaled from a topographic map and have
 BZ0208.an estimated accuracy of +/- 6 seconds.
 BZ0208
 BZ0208.The orthometric height was determined by differential leveling
 BZ0208.and adjusted by the National Geodetic Survey in June 1991..
 BZ0208
 BZ0208.The geoid height was determined by GEOID03.
 BZ0208
 BZ0208.The dynamic height is computed by dividing the NAVD 88
 BZ0208.geopotential number by the normal gravity value computed on the
 BZ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0208.degrees latitude (g = 980.6199 gals.).
 BZ0208
 BZ0208.The modeled gravity was interpolated from observed gravity values.
 BZ0208
 BZ0208;                    North         East    Units  Estimated Accuracy
 BZ0208;SPC TX C     - 3,243,440.    1,088,230.      MT  (+/- 180 meters Scaled)
 BZ0208
 BZ0208                          SUPERSEDED SURVEY CONTROL
 BZ0208
 BZ0208  NGVD 29 (??/??/92)  123.423  (m)          404.93   (f) ADJ UNCH    2 0
 BZ0208
 BZ0208.Superseded values are not recommended for survey control.
 BZ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0208.See file dsdata.txt to determine how the superseded data were derived.
 BZ0208
 BZ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA619213(NAD 83)
 BZ0208_MARKER: DB = BENCH MARK DISK
 BZ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0208_STAMPING: B 300 1934
 BZ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0208+STABILITY: SURFACE MOTION
 BZ0208
 BZ0208  HISTORY     - Date     Condition        Report By
 BZ0208  HISTORY     - 1934     MONUMENTED       CGS
 BZ0208  HISTORY     - 1947     GOOD             NGS
 BZ0208
 BZ0208                          STATION DESCRIPTION
 BZ0208
 BZ0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0208'6.7 MI NW FROM FAIRFIELD.
 BZ0208'6.7 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 BZ0208'U.S. HIGHWAY NO. 75 AND U.S. HIGHWAY NO.84 AT FAIRFIELD, AT THE TOP OF
 BZ0208'A SMALL HILL, 225.0 FEET SOUTH OF AND ACROSS THE HIGHWAY FROM A FARM
 BZ0208'HOUSE, 54.5 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 13.0 FEET
 BZ0208'NORTHWEST OF THE CENTER OF A PRIVATE ROAD LEADING SOUTHWEST, 29.5 FEET
 BZ0208'NORTHWEST OF AND ACROSS THE PRIVATE ROAD FROM A LONE 18-INCH OAK TREE,
 BZ0208'1.5 FOOT NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 BZ0208'THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2028 ***********************************************************************
 CS2028  DESIGNATION -  B 301
 CS2028  PID         -  CS2028
 CS2028  STATE/COUNTY-  TX/JOHNSON
 CS2028  USGS QUAD   -  ALVARADO (1978)
 CS2028
 CS2028                         *CURRENT SURVEY CONTROL
 CS2028  ___________________________________________________________________
 CS2028* NAD 83(1986)-  32 23 45.     (N)    097 12 57.     (W)     SCALED    
 CS2028* NAVD 88     -       211.917  (meters)     695.26   (feet)  ADJUSTED  
 CS2028  ___________________________________________________________________
 CS2028  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CS2028  DYNAMIC HT  -         211.663 (meters)     694.43  (feet)  COMP
 CS2028  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 CS2028
 CS2028  VERT ORDER  -  FIRST     CLASS II
 CS2028
 CS2028.The horizontal coordinates were scaled from a topographic map and have
 CS2028.an estimated accuracy of +/- 6 seconds.
 CS2028
 CS2028.The orthometric height was determined by differential leveling
 CS2028.and adjusted by the National Geodetic Survey in June 1991..
 CS2028
 CS2028.The geoid height was determined by GEOID03.
 CS2028
 CS2028.The dynamic height is computed by dividing the NAVD 88
 CS2028.geopotential number by the normal gravity value computed on the
 CS2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2028.degrees latitude (g = 980.6199 gals.).
 CS2028
 CS2028.The modeled gravity was interpolated from observed gravity values.
 CS2028
 CS2028;                    North         East    Units  Estimated Accuracy
 CS2028;SPC TXNC     - 2,081,600.      720,810.      MT  (+/- 180 meters Scaled)
 CS2028
 CS2028                          SUPERSEDED SURVEY CONTROL
 CS2028
 CS2028  NGVD 29 (??/??/92)  211.890  (m)          695.18   (f) ADJ UNCH    1 2
 CS2028
 CS2028.Superseded values are not recommended for survey control.
 CS2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2028.See file dsdata.txt to determine how the superseded data were derived.
 CS2028
 CS2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA678857(NAD 83)
 CS2028_MARKER: DB = BENCH MARK DISK
 CS2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2028_STAMPING: B 301 1934 695.202
 CS2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2028+STABILITY: SURFACE MOTION
 CS2028
 CS2028  HISTORY     - Date     Condition        Report By
 CS2028  HISTORY     - 1934     MONUMENTED       CGS
 CS2028  HISTORY     - 1953     GOOD             NGS
 CS2028  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2028  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2028  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2028
 CS2028                          STATION DESCRIPTION
 CS2028
 CS2028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CS2028'IN ALVARADO.
 CS2028'AT ALVARADO, JOHNSON COUNTY, ABOUT 76 YARDS NORTH OF THE NORTH END OF
 CS2028'THE M.K.T.R.R. DEPOT, 29 FEET WEST OF THE CENTERLINE OF THE SIDE
 CS2028'TRACK, AND 25 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A
 CS2028'STANDARD DISK STAMPED D 301 1934 748.493 AND SET IN THE TOP OF A
 CS2028'CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 CS2028
 CS2028                          STATION RECOVERY (1983)
 CS2028
 CS2028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2028'MARK NOT FOUND.
 CS2028
 CS2028                          STATION RECOVERY (1991)
 CS2028
 CS2028'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDT)
 CS2028'MARK NOT FOUND.
 CS2028
 CS2028                          STATION RECOVERY (1994)
 CS2028
 CS2028'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0580 ***********************************************************************
 AN0580  DESIGNATION -  B 302
 AN0580  PID         -  AN0580
 AN0580  STATE/COUNTY-  TX/CALHOUN
 AN0580  USGS QUAD   -  PLACEDO (1995)
 AN0580
 AN0580                         *CURRENT SURVEY CONTROL
 AN0580  ___________________________________________________________________
 AN0580* NAD 83(1986)-  28 39 02.     (N)    096 45 54.     (W)     SCALED    
 AN0580* NAVD 88     -        11.01   (+/-2cm)      36.1    (feet)  VERTCON   
 AN0580  ___________________________________________________________________
 AN0580  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN0580
 AN0580  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0580
 AN0580.The horizontal coordinates were scaled from a topographic map and have
 AN0580.an estimated accuracy of +/- 6 seconds.
 AN0580
 AN0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0580.The vertical order pertains to the NGVD 29 superseded value.
 AN0580
 AN0580.The geoid height was determined by GEOID03.
 AN0580
 AN0580;                    North         East    Units  Estimated Accuracy
 AN0580;SPC TXSC     - 4,092,660.      818,480.      MT  (+/- 180 meters Scaled)
 AN0580
 AN0580                          SUPERSEDED SURVEY CONTROL
 AN0580
 AN0580  NGVD 29 (??/??/92)   11.138  (m)           36.54   (f) ADJ UNCH    1 2
 AN0580
 AN0580.Superseded values are not recommended for survey control.
 AN0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0580.See file dsdata.txt to determine how the superseded data were derived.
 AN0580
 AN0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS184713(NAD 83)
 AN0580_MARKER: DB = BENCH MARK DISK
 AN0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0580_STAMPING: B 302 1935
 AN0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0580+STABILITY: SURFACE MOTION
 AN0580
 AN0580  HISTORY     - Date     Condition        Report By
 AN0580  HISTORY     - 1935     MONUMENTED       CGS
 AN0580  HISTORY     - 1943     GOOD             NGS
 AN0580  HISTORY     - 1963     MARK NOT FOUND   NGS
 AN0580  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0580
 AN0580                          STATION DESCRIPTION
 AN0580
 AN0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0580'4.8 MI SE FROM PLACEDO.
 AN0580'TO REACH FROM THE RAILROAD STATION AT PLACEDO, PROCEED 4.8 MILES
 AN0580'SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD AND SITE OF BENCH MARK.
 AN0580'BENCH MARK IS 0.6 MILE SOUTH OF THE VICTORIA AND CALHOUN COUNTY LINE
 AN0580'AND 47.0 FEET SOUTHWEST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF
 AN0580'TRACK.  IT IS 47.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT BELOW THE
 AN0580'CENTERLINE OF STATE HIGHWAY NO. 87, ABOUT 11.0 FEET NORTH OF A
 AN0580'TELEPHONE POLE.  MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH WHITE
 AN0580'WOODEN MARKER POST AND PROJECTS 0.4 FOOT.  A DISK SET IN CONCRETE
 AN0580'POST.
 AN0580
 AN0580                          STATION RECOVERY (1963)
 AN0580
 AN0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AN0580'MARK NOT FOUND.
 AN0580
 AN0580                          STATION RECOVERY (1978)
 AN0580
 AN0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0580'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2101 ***********************************************************************
 BX2101  DESIGNATION -  B 303 RESET 1965
 BX2101  PID         -  BX2101
 BX2101  STATE/COUNTY-  TX/SABINE
 BX2101  USGS QUAD   -  GENEVA (1984)
 BX2101
 BX2101                         *CURRENT SURVEY CONTROL
 BX2101  ___________________________________________________________________
 BX2101* NAD 83(1986)-  31 26 05.     (N)    093 52 37.     (W)     SCALED    
 BX2101* NAVD 88     -       103.21   (+/-2cm)     338.6    (feet)  VERTCON   
 BX2101  ___________________________________________________________________
 BX2101  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BX2101
 BX2101  VERT ORDER  -  THIRD (See Below)
 BX2101
 BX2101.The horizontal coordinates were scaled from a topographic map and have
 BX2101.an estimated accuracy of +/- 6 seconds.
 BX2101
 BX2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2101.The vertical order pertains to the NGVD 29 superseded value.
 BX2101
 BX2101.The geoid height was determined by GEOID03.
 BX2101
 BX2101;                    North         East    Units  Estimated Accuracy
 BX2101;SPC TX C     - 3,213,810.    1,313,400.      MT  (+/- 180 meters Scaled)
 BX2101
 BX2101                          SUPERSEDED SURVEY CONTROL
 BX2101
 BX2101  NGVD 29 (??/??/??)  103.26   (m)          338.8    (f) RESET       3  
 BX2101
 BX2101.Superseded values are not recommended for survey control.
 BX2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2101.See file dsdata.txt to determine how the superseded data were derived.
 BX2101
 BX2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ166781(NAD 83)
 BX2101_MARKER: DB = BENCH MARK DISK
 BX2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2101_STAMPING: B 303 RESET 1965
 BX2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2101+STABILITY: SURFACE MOTION
 BX2101
 BX2101  HISTORY     - Date     Condition        Report By
 BX2101  HISTORY     - 1965     MONUMENTED       CGS
 BX2101
 BX2101                          STATION DESCRIPTION
 BX2101
 BX2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX2101'2.0 MI W FROM MILAM.
 BX2101'2.0 MILES WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BX2101'HIGHWAYS 21 AND 87 IN MILAM TO SITE OF BENCH MARK, 80 FEET SOUTH OF
 BX2101'THE CENTER LINE OF HIGHWAY, 54 FEET WEST OF A TRACK ROAD, 1 FOOT NORTH
 BX2101'OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT WEST OF A METAL WITNESS POST,
 BX2101'AND AT THE HIGHWAY BASE LINE STATION 402 + 72.  A STANDARD DISK SET IN
 BX2101'A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 BX2101'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0298 ***********************************************************************
 BL0298  DESIGNATION -  B 305
 BL0298  PID         -  BL0298
 BL0298  STATE/COUNTY-  TX/HARDIN
 BL0298  USGS QUAD   -  VOTH (1993)
 BL0298
 BL0298                         *CURRENT SURVEY CONTROL
 BL0298  ___________________________________________________________________
 BL0298* NAD 83(1986)-  30 13 35.     (N)    094 11 56.     (W)     SCALED    
 BL0298* NAVD 88     -         9.19   (+/-2cm)      30.2    (feet)  VERTCON   
 BL0298  ___________________________________________________________________
 BL0298  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL0298
 BL0298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0298
 BL0298.The horizontal coordinates were scaled from a topographic map and have
 BL0298.an estimated accuracy of +/- 6 seconds.
 BL0298
 BL0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0298.The vertical order pertains to the NGVD 29 superseded value.
 BL0298
 BL0298.The geoid height was determined by GEOID03.
 BL0298
 BL0298;                    North         East    Units  Estimated Accuracy
 BL0298;SPC TX C     - 3,078,330.    1,290,230.      MT  (+/- 180 meters Scaled)
 BL0298
 BL0298                          SUPERSEDED SURVEY CONTROL
 BL0298
 BL0298  NGVD 29 (??/??/92)    9.189  (m)           30.15   (f) ADJ UNCH    2 0
 BL0298
 BL0298.Superseded values are not recommended for survey control.
 BL0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0298.See file dsdata.txt to determine how the superseded data were derived.
 BL0298
 BL0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP846444(NAD 83)
 BL0298_MARKER: DB = BENCH MARK DISK
 BL0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0298_STAMPING: B 305 1934
 BL0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0298+STABILITY: SURFACE MOTION
 BL0298
 BL0298  HISTORY     - Date     Condition        Report By
 BL0298  HISTORY     - 1934     MONUMENTED       CGS
 BL0298  HISTORY     - 19890426 MARK NOT FOUND   USPSQD
 BL0298  HISTORY     - 20050127 MARK NOT FOUND   USPSQD
 BL0298
 BL0298                          STATION DESCRIPTION
 BL0298
 BL0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0298'3.6 MI N FROM VOTH.
 BL0298'IN HARDIN COUNTY, 3.6 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS
 BL0298'RAILROAD FROM VOTH, JEFFERSON COUNTY, 100 YARDS EAST OF A FARMHOUSE,
 BL0298'60 YARDS NORTH OF MILEPOST 42, AT A PRIVATE-ROAD CROSSING, 48 FEET
 BL0298'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 21 FEET SOUTHEAST OF A
 BL0298'STOCK GAP.  A STANDARD DISK, STAMPED B 305 1934 AND SET IN THE TOP OF
 BL0298'A CONCRETE POST.
 BL0298
 BL0298                          STATION RECOVERY (1989)
 BL0298
 BL0298'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0298'MARK NOT FOUND.
 BL0298
 BL0298                          STATION RECOVERY (2005)
 BL0298
 BL0298'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0290 ***********************************************************************
 AX0290  DESIGNATION -  B 307
 AX0290  PID         -  AX0290
 AX0290  STATE/COUNTY-  TX/WHARTON
 AX0290  USGS QUAD   -  HUNGERFORD (1980)
 AX0290
 AX0290                         *CURRENT SURVEY CONTROL
 AX0290  ___________________________________________________________________
 AX0290* NAD 83(1986)-  29 25 40.     (N)    096 01 57.     (W)     SCALED    
 AX0290* NAVD 88     -        30.268  (meters)      99.30   (feet)  ADJUSTED  
 AX0290  ___________________________________________________________________
 AX0290  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0290  DYNAMIC HT  -          30.226 (meters)      99.17  (feet)  COMP
 AX0290  MODELED GRAV-     979,250.0   (mgal)                       NAVD 88
 AX0290
 AX0290  VERT ORDER  -  FIRST     CLASS I
 AX0290
 AX0290.The horizontal coordinates were scaled from a topographic map and have
 AX0290.an estimated accuracy of +/- 6 seconds.
 AX0290
 AX0290.The orthometric height was determined by differential leveling
 AX0290.and adjusted by the National Geodetic Survey in June 1991..
 AX0290
 AX0290.The geoid height was determined by GEOID03.
 AX0290
 AX0290.The dynamic height is computed by dividing the NAVD 88
 AX0290.geopotential number by the normal gravity value computed on the
 AX0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0290.degrees latitude (g = 980.6199 gals.).
 AX0290
 AX0290.The modeled gravity was interpolated from observed gravity values.
 AX0290
 AX0290;                    North         East    Units  Estimated Accuracy
 AX0290;SPC TXSC     - 4,180,360.      887,880.      MT  (+/- 180 meters Scaled)
 AX0290
 AX0290                          SUPERSEDED SURVEY CONTROL
 AX0290
 AX0290  NGVD 29 (12/23/87)   30.268  (m)           99.30   (f) ADJUSTED    1 1
 AX0290
 AX0290.Superseded values are not recommended for survey control.
 AX0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0290.See file dsdata.txt to determine how the superseded data were derived.
 AX0290
 AX0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT879590(NAD 83)
 AX0290_MARKER: DB = BENCH MARK DISK
 AX0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0290_SP_SET: CONCRETE POST
 AX0290_STAMPING: B 307 1935
 AX0290_MARK LOGO: CGS   
 AX0290_PROJECTION: PROJECTING 10 CENTIMETERS
 AX0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0290+STABILITY: SURFACE MOTION
 AX0290
 AX0290  HISTORY     - Date     Condition        Report By
 AX0290  HISTORY     - 1935     MONUMENTED       CGS
 AX0290  HISTORY     - 1987     GOOD             NGS
 AX0290
 AX0290                          STATION DESCRIPTION
 AX0290
 AX0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0290'3.3 MI NE FROM HUNGERFORD.
 AX0290'3.3 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0290'STATION AT HUNGERFORD, WHARTON COUNTY, 12.2 FEET SOUTHWEST OF MILEPOST
 AX0290'16, 36.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 60 FEET NORTHWEST OF
 AX0290'THE CENTER LINE OF U.S. HIGHWAY 59, 8 FEET NORTHWEST OF THE
 AX0290'RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 AX0290'AND ABOUT 3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B
 AX0290'307 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AX0290'ABOVE GROUND.
 AX0290
 AX0290                          STATION RECOVERY (1987)
 AX0290
 AX0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0290'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.95 KM
 AX0290'(0.59 MI) SOUTHWEST ALONG BUSINESS ROUTE 59 FROM THE JUNCTION OF FM
 AX0290'ROAD 2919 IN KENDLETON, THENCE 2.82 KM (1.75 MI) SOUTHWEST ALONG US
 AX0290'HIGHWAY 59, 18.3 METERS (60.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 AX0290'SOUTHBOUND LANES OF THE HIGHWAY, 38.4 METERS (126 FT) SOUTHWEST OF THE
 AX0290'NORTHWEST LEG OF THE HIGHWAY SIGN--CALLAHER ROAD 1/4 MILE, 11.1 KM
 AX0290'(36.5 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC
 AX0290'COMPANY RAILROAD.
 AX0290'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 AX0290'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1919 ***********************************************************************
 BK1919  DESIGNATION -  B 308
 BK1919  PID         -  BK1919
 BK1919  STATE/COUNTY-  TX/NEWTON
 BK1919  USGS QUAD   -  BLEAKWOOD (1984)
 BK1919
 BK1919                         *CURRENT SURVEY CONTROL
 BK1919  ___________________________________________________________________
 BK1919* NAD 83(1986)-  30 42 06.     (N)    093 47 14.     (W)     SCALED    
 BK1919* NAVD 88     -        32.75   (+/-2cm)     107.4    (feet)  VERTCON   
 BK1919  ___________________________________________________________________
 BK1919  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BK1919
 BK1919  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1919
 BK1919.The horizontal coordinates were scaled from a topographic map and have
 BK1919.an estimated accuracy of +/- 6 seconds.
 BK1919
 BK1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1919.The vertical order pertains to the NGVD 29 superseded value.
 BK1919
 BK1919.The geoid height was determined by GEOID03.
 BK1919
 BK1919;                    North         East    Units  Estimated Accuracy
 BK1919;SPC TX C     - 3,133,180.    1,326,690.      MT  (+/- 180 meters Scaled)
 BK1919
 BK1919                          SUPERSEDED SURVEY CONTROL
 BK1919
 BK1919  NGVD 29 (??/??/??)   32.751  (m)          107.45   (f) ADJUSTED    2 0
 BK1919
 BK1919.Superseded values are not recommended for survey control.
 BK1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1919.See file dsdata.txt to determine how the superseded data were derived.
 BK1919
 BK1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP246968(NAD 83)
 BK1919_MARKER: DB = BENCH MARK DISK
 BK1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1919_STAMPING: B 308 1935
 BK1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1919+STABILITY: SURFACE MOTION
 BK1919
 BK1919  HISTORY     - Date     Condition        Report By
 BK1919  HISTORY     - 1935     MONUMENTED       CGS
 BK1919
 BK1919                          STATION DESCRIPTION
 BK1919
 BK1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1919'7.2 MI NE FROM KIRBYVILLE.
 BK1919'7.2 MI NE OF AND ALONG THE G C AND S F RR 46 FEET S OF CENTER OF TRACK
 BK1919'IN LINE WITH A ROW OF POLES.  57 YARDS FROM AND OPPOSITE MILEPOST 7.
 BK1919'310 FEET E OF RAILWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0479 ***********************************************************************
 BL0479  DESIGNATION -  B 309
 BL0479  PID         -  BL0479
 BL0479  STATE/COUNTY-  TX/HARDIN
 BL0479  USGS QUAD   -  BRAGG (1984)
 BL0479
 BL0479                         *CURRENT SURVEY CONTROL
 BL0479  ___________________________________________________________________
 BL0479* NAD 83(1986)-  30 25 03.     (N)    094 33 57.     (W)     SCALED    
 BL0479* NAVD 88     -        37.02   (+/-2cm)     121.5    (feet)  VERTCON   
 BL0479  ___________________________________________________________________
 BL0479  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL0479
 BL0479  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0479
 BL0479.The horizontal coordinates were scaled from a topographic map and have
 BL0479.an estimated accuracy of +/- 6 seconds.
 BL0479
 BL0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0479.The vertical order pertains to the NGVD 29 superseded value.
 BL0479
 BL0479.The geoid height was determined by GEOID03.
 BL0479
 BL0479;                    North         East    Units  Estimated Accuracy
 BL0479;SPC TX C     - 3,097,600.    1,253,860.      MT  (+/- 180 meters Scaled)
 BL0479
 BL0479                          SUPERSEDED SURVEY CONTROL
 BL0479
 BL0479  NGVD 29 (??/??/92)   37.021  (m)          121.46   (f) ADJ UNCH    2 0
 BL0479
 BL0479.Superseded values are not recommended for survey control.
 BL0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0479.See file dsdata.txt to determine how the superseded data were derived.
 BL0479
 BL0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP496660(NAD 83)
 BL0479_MARKER: DB = BENCH MARK DISK
 BL0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0479_STAMPING: B 309 1935
 BL0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0479+STABILITY: SURFACE MOTION
 BL0479
 BL0479  HISTORY     - Date     Condition        Report By
 BL0479  HISTORY     - 1935     MONUMENTED       CGS
 BL0479  HISTORY     - 1982     GOOD             LOCSUR
 BL0479
 BL0479                          STATION DESCRIPTION
 BL0479
 BL0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL0479'IN BRAGG.
 BL0479'AT BRAGG, HARDIN COUNTY, ON THE GULF, COLORADO AND SANTA FE RAILWAY,
 BL0479'126 YARDS WEST OF THE STATION, 124 YARDS EAST OF MILEPOST 128, 69 FEET
 BL0479'NORTH OF THE CENTERLINE OF THE TRACK, AND 111 FEET EAST OF A
 BL0479'SECTION-HOUSE.  A STANDARD DISK, STAMPED B 309 1935 AND SET IN THE TOP
 BL0479'OF A CONCRETE POST.
 BL0479
 BL0479                          STATION RECOVERY (1982)
 BL0479
 BL0479'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 BL0479'NEW DESCRIPTION: SARATOGA POST OFFICE, 0.4 MI SW ALONG F.M. 770 TO
 BL0479'INTERSECTION WITH F.M. 787 AND STATE HIGHWAY 105, THENCE NW 10.1 MI.
 BL0479'ALONG 787 AND 105 TO FM. 1293 AT TICKET THENCE 5.2 MI ALONG F.M 1293
 BL0479'TO DIRT ROAD, INTERSECTION. THENCE N 0.1 MI TO BRAGG RR XING 243' W
 BL0479'OF CENTERLINE XING, 68' N. OF CENTERLINE MAIN TRACK, 0.8' ABOVE
 BL0479'GROUND IN CONCRETE POST, STANDARD USC AND GS DISK STAMPED
 BL0479''B-109-1935'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2506 ***********************************************************************
 AW2506  DESIGNATION -  B 310
 AW2506  PID         -  AW2506
 AW2506  STATE/COUNTY-  TX/CHAMBERS
 AW2506  USGS QUAD   -  WHITES RANCH (1993)
 AW2506
 AW2506                         *CURRENT SURVEY CONTROL
 AW2506  ___________________________________________________________________
 AW2506* NAD 83(1986)-  29 38 06.     (N)    094 22 19.     (W)     SCALED    
 AW2506* NAVD 88     -         0.75   (+/-2cm)       2.5    (feet)  VERTCON   
 AW2506  ___________________________________________________________________
 AW2506  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW2506
 AW2506  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2506
 AW2506.The horizontal coordinates were scaled from a topographic map and have
 AW2506.an estimated accuracy of +/- 6 seconds.
 AW2506
 AW2506.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2506.The vertical order pertains to the NGVD 29 superseded value.
 AW2506
 AW2506.The geoid height was determined by GEOID03.
 AW2506
 AW2506;                    North         East    Units  Estimated Accuracy
 AW2506;SPC TXSC     - 4,208,540.    1,048,000.      MT  (+/- 180 meters Scaled)
 AW2506
 AW2506                          SUPERSEDED SURVEY CONTROL
 AW2506
 AW2506  NGVD 29 (??/??/92)    0.751  (m)            2.46   (f) ADJ UNCH    1 2
 AW2506
 AW2506.Superseded values are not recommended for survey control.
 AW2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2506.See file dsdata.txt to determine how the superseded data were derived.
 AW2506
 AW2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN671791(NAD 83)
 AW2506_MARKER: DB = BENCH MARK DISK
 AW2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2506_STAMPING: B 310 1935 2.598
 AW2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2506+STABILITY: SURFACE MOTION
 AW2506
 AW2506  HISTORY     - Date     Condition        Report By
 AW2506  HISTORY     - 1935     MONUMENTED       CGS
 AW2506  HISTORY     - 1958     GOOD             NGS
 AW2506  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2506  HISTORY     - 19890424 MARK NOT FOUND   USPSQD
 AW2506  HISTORY     - 19890512 MARK NOT FOUND   USPSQD
 AW2506  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW2506  HISTORY     - 19980202 MARK NOT FOUND   USPSQD
 AW2506  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2506  HISTORY     - 20031022 MARK NOT FOUND   USPSQD
 AW2506  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW2506
 AW2506                          STATION DESCRIPTION
 AW2506
 AW2506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2506'5.35 MI N FROM HIGH ISLAND.
 AW2506'ABOUT 5.35 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2506'HIGH ISLAND, ON THE OUTSIDE AND ABOUT THE CENTER OF A LONG CURVE IN
 AW2506'THE HIGHWAY, 56 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 93 1/2
 AW2506'FEET SOUTH OF THE GULF, COLORADO AND SANTA FE RAILROAD MILEPOST 39, 43
 AW2506'1/2 FEET WEST OF THE WEST RAIL, ABOUT 3 FEET BELOW THE LEVEL OF THE
 AW2506'HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST, AND IN THE TOP OF A
 AW2506'CONCRETE POST PROJECTING 4 INCHES.
 AW2506
 AW2506                          STATION RECOVERY (1978)
 AW2506
 AW2506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2506'NOT RECOVERED.
 AW2506
 AW2506                          STATION RECOVERY (1989)
 AW2506
 AW2506'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2506'MARK NOT FOUND.
 AW2506
 AW2506                          STATION RECOVERY (1989)
 AW2506
 AW2506'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2506'MARK NOT FOUND.
 AW2506
 AW2506                          STATION RECOVERY (1996)
 AW2506
 AW2506'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2506'MARK NOT FOUND.
 AW2506
 AW2506                          STATION RECOVERY (1998)
 AW2506
 AW2506'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2506'MARK NOT FOUND.
 AW2506
 AW2506                          STATION RECOVERY (2001)
 AW2506
 AW2506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2506'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2506
 AW2506                          STATION RECOVERY (2003)
 AW2506
 AW2506'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2506'MARK NOT FOUND.
 AW2506
 AW2506                          STATION RECOVERY (2005)
 AW2506
 AW2506'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0246 ***********************************************************************
 BM0246  DESIGNATION -  B 311
 BM0246  PID         -  BM0246
 BM0246  STATE/COUNTY-  TX/FAYETTE
 BM0246  USGS QUAD   -  WARDA (1989)
 BM0246
 BM0246                         *CURRENT SURVEY CONTROL
 BM0246  ___________________________________________________________________
 BM0246* NAD 83(1986)-  30 04 29.     (N)    096 57 47.     (W)     SCALED    
 BM0246* NAVD 88     -       129.41   (+/-2cm)     424.6    (feet)  VERTCON   
 BM0246  ___________________________________________________________________
 BM0246  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BM0246
 BM0246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0246
 BM0246.The horizontal coordinates were scaled from a topographic map and have
 BM0246.an estimated accuracy of +/- 6 seconds.
 BM0246
 BM0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0246.The vertical order pertains to the NGVD 29 superseded value.
 BM0246
 BM0246.The geoid height was determined by GEOID03.
 BM0246
 BM0246;                    North         East    Units  Estimated Accuracy
 BM0246;SPC TXSC     - 4,250,120.      796,370.      MT  (+/- 180 meters Scaled)
 BM0246
 BM0246                          SUPERSEDED SURVEY CONTROL
 BM0246
 BM0246  NGVD 29 (??/??/92)  129.360  (m)          424.41   (f) ADJ UNCH    2 0
 BM0246
 BM0246.Superseded values are not recommended for survey control.
 BM0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0246.See file dsdata.txt to determine how the superseded data were derived.
 BM0246
 BM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU963288(NAD 83)
 BM0246_MARKER: DB = BENCH MARK DISK
 BM0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0246_STAMPING: B 311 1935
 BM0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0246+STABILITY: SURFACE MOTION
 BM0246
 BM0246  HISTORY     - Date     Condition        Report By
 BM0246  HISTORY     - 1935     MONUMENTED       CGS
 BM0246
 BM0246                          STATION DESCRIPTION
 BM0246
 BM0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0246'1.9 MI S FROM NORTHRUP.
 BM0246'IN FAYETTE COUNTY, 1.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD
 BM0246'(FORMERLY THE TEXAS AND NEW ORLEANS RR) FROM THE STATION AT NORTHRUP,
 BM0246'LEE COUNTY, 18 FEET NORTHEAST OF MILEPOST 59, 125 YARDS SOUTH OF A
 BM0246'CURVE, 49 FEET EAST OF THE CENTERLINE OF THE TRACK, 27 FEET EAST OF
 BM0246'THE CENTERLINE OF A ROAD, AND 3 FEET WEST OF THE FENCE. A STANDARD
 BM0246'DISK, STAMPED B 311 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1441 ***********************************************************************
 BL1441  DESIGNATION -  B 312
 BL1441  PID         -  BL1441
 BL1441  STATE/COUNTY-  TX/GRIMES
 BL1441  USGS QUAD   -  STONEHAM (1961)
 BL1441
 BL1441                         *CURRENT SURVEY CONTROL
 BL1441  ___________________________________________________________________
 BL1441* NAD 83(1986)-  30 19 29.     (N)    095 52 50.     (W)     SCALED    
 BL1441* NAVD 88     -        99.04   (+/-2cm)     324.9    (feet)  VERTCON   
 BL1441  ___________________________________________________________________
 BL1441  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL1441
 BL1441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1441
 BL1441.The horizontal coordinates were scaled from a topographic map and have
 BL1441.an estimated accuracy of +/- 6 seconds.
 BL1441
 BL1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1441.The vertical order pertains to the NGVD 29 superseded value.
 BL1441
 BL1441.The geoid height was determined by GEOID03.
 BL1441
 BL1441;                    North         East    Units  Estimated Accuracy
 BL1441;SPC TX C     - 3,081,520.    1,128,090.      MT  (+/- 180 meters Scaled)
 BL1441
 BL1441                          SUPERSEDED SURVEY CONTROL
 BL1441
 BL1441  NGVD 29 (??/??/92)   99.022  (m)          324.87   (f) ADJ UNCH    2 0
 BL1441
 BL1441.Superseded values are not recommended for survey control.
 BL1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1441.See file dsdata.txt to determine how the superseded data were derived.
 BL1441
 BL1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP230582(NAD 83)
 BL1441_MARKER: DB = BENCH MARK DISK
 BL1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1441_STAMPING: B 312 1935
 BL1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1441+STABILITY: SURFACE MOTION
 BL1441
 BL1441  HISTORY     - Date     Condition        Report By
 BL1441  HISTORY     - 1935     MONUMENTED       CGS
 BL1441
 BL1441                          STATION DESCRIPTION
 BL1441
 BL1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL1441'2.7 MI SE FROM STONEHAM.
 BL1441'2.7 MILES SOUTHEAST ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 BL1441'FROM THE STATION AT STONEHAM, GRIMES COUNTY, 95 FEET SOUTH OF MILEPOST
 BL1441'34, 52 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 44 FEET
 BL1441'NORTHEAST OF A SMALL OAK TREE.  A STANDARD DISK, STAMPED B 312 1935
 BL1441'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE INTERNATIONAL-GREAT
 BL1441'NORTHERN RAILROAD IS NOW THE MISSOURI PACIFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1309 ***********************************************************************
 BL1309  DESIGNATION -  B 313
 BL1309  PID         -  BL1309
 BL1309  STATE/COUNTY-  TX/MONTGOMERY
 BL1309  USGS QUAD   -  FOSTORIA (1997)
 BL1309
 BL1309                         *CURRENT SURVEY CONTROL
 BL1309  ___________________________________________________________________
 BL1309* NAD 83(1986)-  30 19 04.     (N)    095 11 48.     (W)     SCALED    
 BL1309* NAVD 88     -        47.62   (+/-2cm)     156.2    (feet)  VERTCON   
 BL1309  ___________________________________________________________________
 BL1309  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1309
 BL1309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1309
 BL1309.The horizontal coordinates were scaled from a topographic map and have
 BL1309.an estimated accuracy of +/- 6 seconds.
 BL1309
 BL1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1309.The vertical order pertains to the NGVD 29 superseded value.
 BL1309
 BL1309.The geoid height was determined by GEOID03.
 BL1309
 BL1309;                    North         East    Units  Estimated Accuracy
 BL1309;SPC TX C     - 3,083,580.    1,193,830.      MT  (+/- 180 meters Scaled)
 BL1309
 BL1309                          SUPERSEDED SURVEY CONTROL
 BL1309
 BL1309  NGVD 29 (??/??/92)   47.622  (m)          156.24   (f) ADJ UNCH    2 0
 BL1309
 BL1309.Superseded values are not recommended for survey control.
 BL1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1309.See file dsdata.txt to determine how the superseded data were derived.
 BL1309
 BL1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP887560(NAD 83)
 BL1309_MARKER: DB = BENCH MARK DISK
 BL1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1309_STAMPING: B 313 1935
 BL1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1309+STABILITY: SURFACE MOTION
 BL1309
 BL1309  HISTORY     - Date     Condition        Report By
 BL1309  HISTORY     - 1935     MONUMENTED       CGS
 BL1309  HISTORY     - 1954     GOOD             NGS
 BL1309
 BL1309                          STATION DESCRIPTION
 BL1309
 BL1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1309'1.7 MI W FROM FOSTORIA.
 BL1309'1.7 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1309'STATION AT FOSTORIA, 0.3 MILE WEST OF THE OVERPASS OF STATE HIGHWAY
 BL1309'105, 41 FEET NORTH OF THE NORTH RAIL, 29 FEET SOUTH OF THE CENTER LINE
 BL1309'OF A DIRT ROAD, 60.5 FEET WEST OF THE 2ND POLE WEST OF MILEPOST 88,
 BL1309'9.2 FEET SOUTHEAST OF A 26 INCH PINE TREE, 6.7 FEET SOUTH OF A FENCE,
 BL1309'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BL1309'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1648 ***********************************************************************
 AX1648  DESIGNATION -  B 316
 AX1648  PID         -  AX1648
 AX1648  STATE/COUNTY-  TX/DE WITT
 AX1648  USGS QUAD   -  CUERO (1987)
 AX1648
 AX1648                         *CURRENT SURVEY CONTROL
 AX1648  ___________________________________________________________________
 AX1648* NAD 83(1986)-  29 06 55.     (N)    097 22 10.     (W)     SCALED    
 AX1648* NAVD 88     -        55.24   (+/-2cm)     181.2    (feet)  VERTCON   
 AX1648  ___________________________________________________________________
 AX1648  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX1648
 AX1648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1648
 AX1648.The horizontal coordinates were scaled from a topographic map and have
 AX1648.an estimated accuracy of +/- 6 seconds.
 AX1648
 AX1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1648.The vertical order pertains to the NGVD 29 superseded value.
 AX1648
 AX1648.The geoid height was determined by GEOID03.
 AX1648
 AX1648;                    North         East    Units  Estimated Accuracy
 AX1648;SPC TXSC     - 4,143,180.      758,680.      MT  (+/- 180 meters Scaled)
 AX1648
 AX1648                          SUPERSEDED SURVEY CONTROL
 AX1648
 AX1648  NGVD 29 (??/??/92)   55.243  (m)          181.24   (f) ADJ UNCH    2 0
 AX1648
 AX1648.Superseded values are not recommended for survey control.
 AX1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1648.See file dsdata.txt to determine how the superseded data were derived.
 AX1648
 AX1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT586218(NAD 83)
 AX1648_MARKER: DB = BENCH MARK DISK
 AX1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1648_STAMPING: B-316 1935
 AX1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1648+STABILITY: SURFACE MOTION
 AX1648
 AX1648  HISTORY     - Date     Condition        Report By
 AX1648  HISTORY     - 1935     MONUMENTED       CGS
 AX1648  HISTORY     - 20010331 GOOD             NGS
 AX1648
 AX1648                          STATION DESCRIPTION
 AX1648
 AX1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1648'4.9 MI N FROM CUERO.
 AX1648'4.9 MILES NORTH OF AND ALONG S. P. R. R. AT LINDEMAN SECTION HOUSE. 68
 AX1648'YDS. SOUTHEAST OF MILE POLE 60.  23 YDS. SOUTHWEST OF CENTER LINE OF
 AX1648'MAIN TRACK.  AT EAST CORNER OF SECTION HOUSE YARD.  30 YDS. SOUTHEAST
 AX1648'OF OLD DEPOT.
 AX1648
 AX1648                          STATION RECOVERY (2001)
 AX1648
 AX1648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1648'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1885 ***********************************************************************
 AX1885  DESIGNATION -  B 317
 AX1885  PID         -  AX1885
 AX1885  STATE/COUNTY-  TX/WILSON
 AX1885  USGS QUAD   -  KOSCIUSKO (1987)
 AX1885
 AX1885                         *CURRENT SURVEY CONTROL
 AX1885  ___________________________________________________________________
 AX1885* NAD 83(1986)-  29 04 38.     (N)    097 56 15.     (W)     SCALED    
 AX1885* NAVD 88     -       106.87   (+/-2cm)     350.6    (feet)  VERTCON   
 AX1885  ___________________________________________________________________
 AX1885  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX1885
 AX1885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1885
 AX1885.The horizontal coordinates were scaled from a topographic map and have
 AX1885.an estimated accuracy of +/- 6 seconds.
 AX1885
 AX1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1885.The vertical order pertains to the NGVD 29 superseded value.
 AX1885
 AX1885.The geoid height was determined by GEOID03.
 AX1885
 AX1885;                    North         East    Units  Estimated Accuracy
 AX1885;SPC TXSC     - 4,138,330.      703,440.      MT  (+/- 180 meters Scaled)
 AX1885
 AX1885                          SUPERSEDED SURVEY CONTROL
 AX1885
 AX1885  NGVD 29 (??/??/92)  106.819  (m)          350.46   (f) ADJ UNCH    2 0
 AX1885
 AX1885.Superseded values are not recommended for survey control.
 AX1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1885.See file dsdata.txt to determine how the superseded data were derived.
 AX1885
 AX1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT034170(NAD 83)
 AX1885_MARKER: DB = BENCH MARK DISK
 AX1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1885_STAMPING: B 317 1935
 AX1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1885+STABILITY: SURFACE MOTION
 AX1885
 AX1885  HISTORY     - Date     Condition        Report By
 AX1885  HISTORY     - 1935     MONUMENTED       CGS
 AX1885  HISTORY     - 1943     GOOD             NGS
 AX1885  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AX1885
 AX1885                          STATION DESCRIPTION
 AX1885
 AX1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1885'4.65 MI N FROM CHESTOHOWA.
 AX1885'TO REACH FROM A 453.8 FOOT STEEL AND CONCRETE HIGHWAY BRIDGE OVER THE
 AX1885'CIBOLO CREEK AT CHESTOHOWA, PROCEED 4.65 MILES NORTHERLY ALONG STATE
 AX1885'HIGHWAY NO. 123 TO A PRIVATE DRIVE WAY LEADING SOUTHWEST TO A FARM
 AX1885'HOUSE AND SITE OF BENCH MARK.  BENCH MARK IS 0.7 MILE NORTHWEST OF THE
 AX1885'KARNES - WILSON COUNTY LINE.  IT IS 87.5 FEET SOUTHWEST OF AND ABOUT
 AX1885'5.0 FEET ABOVE THE CENTERLINE OF THE HIGHWAY, 8.6 FEET SOUTHEAST OF
 AX1885'THE CENTERLINE OF A PRIVATE DRIVE WAY LEADING SOUTHWEST TO A FARM
 AX1885'HOUSE, 2.7 FEET NORTHWEST OF THE NORTHWEST FENCE OF A GARDEN AND 2.6
 AX1885'FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST. THE TOP OF THE
 AX1885'MONUMENT IS ABOUT THE SAME ELEVATION AS THE SURFACE OF THE GROUND. A
 AX1885'DISK SET IN A CONCRETE POST.
 AX1885
 AX1885                          STATION RECOVERY (1995)
 AX1885
 AX1885'RECOVERY NOTE BY US POWER SQUADRON 1995
 AX1885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1429 ***********************************************************************
 BY1429  DESIGNATION -  B 318
 BY1429  PID         -  BY1429
 BY1429  STATE/COUNTY-  TX/HOUSTON
 BY1429  USGS QUAD   -  KENNARD (1951)
 BY1429
 BY1429                         *CURRENT SURVEY CONTROL
 BY1429  ___________________________________________________________________
 BY1429* NAD 83(1986)-  31 21 00.     (N)    095 14 08.     (W)     SCALED    
 BY1429* NAVD 88     -       131.62   (+/-2cm)     431.8    (feet)  VERTCON   
 BY1429  ___________________________________________________________________
 BY1429  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1429
 BY1429  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1429
 BY1429.The horizontal coordinates were scaled from a topographic map and have
 BY1429.an estimated accuracy of +/- 6 seconds.
 BY1429
 BY1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1429.The vertical order pertains to the NGVD 29 superseded value.
 BY1429
 BY1429.The geoid height was determined by GEOID03.
 BY1429
 BY1429;                    North         East    Units  Estimated Accuracy
 BY1429;SPC TX C     - 3,197,720.    1,184,850.      MT  (+/- 180 meters Scaled)
 BY1429
 BY1429                          SUPERSEDED SURVEY CONTROL
 BY1429
 BY1429  NGVD 29 (??/??/92)  131.630  (m)          431.86   (f) ADJ UNCH    2 0
 BY1429
 BY1429.Superseded values are not recommended for survey control.
 BY1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1429.See file dsdata.txt to determine how the superseded data were derived.
 BY1429
 BY1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ873705(NAD 83)
 BY1429_MARKER: DB = BENCH MARK DISK
 BY1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1429_STAMPING: B 318 1935
 BY1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1429+STABILITY: SURFACE MOTION
 BY1429
 BY1429  HISTORY     - Date     Condition        Report By
 BY1429  HISTORY     - 1935     MONUMENTED       CGS
 BY1429  HISTORY     - 1948     GOOD             NGS
 BY1429
 BY1429                          STATION DESCRIPTION
 BY1429
 BY1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1429'3.1 MI W FROM KENNARD.
 BY1429'3.1 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1429'SERVICE ROAD NO. 25 AT KENNARD, 0.25 MILE EAST OF THE JUNCTION OF
 BY1429'FOREST SERVICE ROAD NO. 24 LEADING NORTH, 0.15 MILE EAST OF THE
 BY1429'JUNCTION OF A WOODS ROAD LEADING SOUTH, 638.0 FEET (MEASURED) WEST OF
 BY1429'THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A SMALL HIGHWAY
 BY1429'CULVERT, 46.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5.0 FEET
 BY1429'NORTH OF THE LINE OF TELEPHONE POLES, 2.0 FEET WEST OF A REFERENCE
 BY1429'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 BY1429'GROUND.  NOTE-- FORMERLY REPORTED AS BEING 6.6 MILES EAST OF RATCLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0293 ***********************************************************************
 BM0293  DESIGNATION -  B 319
 BM0293  PID         -  BM0293
 BM0293  STATE/COUNTY-  TX/ROBERTSON
 BM0293  USGS QUAD   -  HEARNE NORTH (1989)
 BM0293
 BM0293                         *CURRENT SURVEY CONTROL
 BM0293  ___________________________________________________________________
 BM0293* NAD 83(1986)-  30 54 40.     (N)    096 36 47.     (W)     SCALED    
 BM0293* NAVD 88     -       106.05   (+/-2cm)     347.9    (feet)  VERTCON   
 BM0293  ___________________________________________________________________
 BM0293  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0293
 BM0293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0293
 BM0293.The horizontal coordinates were scaled from a topographic map and have
 BM0293.an estimated accuracy of +/- 6 seconds.
 BM0293
 BM0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0293.The vertical order pertains to the NGVD 29 superseded value.
 BM0293
 BM0293.The geoid height was determined by GEOID03.
 BM0293
 BM0293;                    North         East    Units  Estimated Accuracy
 BM0293;SPC TX C     - 3,143,900.    1,055,520.      MT  (+/- 180 meters Scaled)
 BM0293
 BM0293                          SUPERSEDED SURVEY CONTROL
 BM0293
 BM0293  NGVD 29 (??/??/92)  106.009  (m)          347.80   (f) ADJ UNCH    2 0
 BM0293
 BM0293.Superseded values are not recommended for survey control.
 BM0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0293.See file dsdata.txt to determine how the superseded data were derived.
 BM0293
 BM0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV281221(NAD 83)
 BM0293_MARKER: DB = BENCH MARK DISK
 BM0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0293_STAMPING: B 319 1935
 BM0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0293+STABILITY: SURFACE MOTION
 BM0293
 BM0293  HISTORY     - Date     Condition        Report By
 BM0293  HISTORY     - 1935     MONUMENTED       CGS
 BM0293  HISTORY     - 1961     MARK NOT FOUND   USGS
 BM0293  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0293
 BM0293                          STATION DESCRIPTION
 BM0293
 BM0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0293'2.2 MI N FROM HEARNE.
 BM0293'2.2 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0293'STATION AT HEARNE, ROBERTSON COUNTY, ABOUT 178 YARDS SOUTH OF MILEPOST
 BM0293'123, AT A PRIVATE-ROAD CROSSING, 41 FEET WEST OF THE CENTERLINE OF THE
 BM0293'TRACK, 10 FEET SOUTH OF THE WEST GATE TO THE CROSSING, AND 7 FEET EAST
 BM0293'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 319 1935 AND
 BM0293'SET IN THE TOP OF A CONCRETE POST.
 BM0293
 BM0293                          STATION RECOVERY (1961)
 BM0293
 BM0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BM0293'MARK NOT FOUND.
 BM0293
 BM0293                          STATION RECOVERY (1994)
 BM0293
 BM0293'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0526 ***********************************************************************
 BZ0526  DESIGNATION -  B 320
 BZ0526  PID         -  BZ0526
 BZ0526  STATE/COUNTY-  TX/FALLS
 BZ0526  USGS QUAD   -  RIESEL (1978)
 BZ0526
 BZ0526                         *CURRENT SURVEY CONTROL
 BZ0526  ___________________________________________________________________
 BZ0526* NAD 83(1986)-  31 25 03.     (N)    096 55 00.     (W)     SCALED    
 BZ0526* NAVD 88     -       144.27   (+/-2cm)     473.3    (feet)  VERTCON   
 BZ0526  ___________________________________________________________________
 BZ0526  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BZ0526
 BZ0526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0526
 BZ0526.The horizontal coordinates were scaled from a topographic map and have
 BZ0526.an estimated accuracy of +/- 6 seconds.
 BZ0526
 BZ0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0526.The vertical order pertains to the NGVD 29 superseded value.
 BZ0526
 BZ0526.The geoid height was determined by GEOID03.
 BZ0526
 BZ0526;                    North         East    Units  Estimated Accuracy
 BZ0526;SPC TX C     - 3,199,080.    1,024,800.      MT  (+/- 180 meters Scaled)
 BZ0526
 BZ0526                          SUPERSEDED SURVEY CONTROL
 BZ0526
 BZ0526  NGVD 29 (??/??/92)  144.214  (m)          473.14   (f) ADJ UNCH    2 0
 BZ0526
 BZ0526.Superseded values are not recommended for survey control.
 BZ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0526.See file dsdata.txt to determine how the superseded data were derived.
 BZ0526
 BZ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV980777(NAD 83)
 BZ0526_MARKER: DB = BENCH MARK DISK
 BZ0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0526_STAMPING: B 320 1935
 BZ0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0526+STABILITY: SURFACE MOTION
 BZ0526
 BZ0526  HISTORY     - Date     Condition        Report By
 BZ0526  HISTORY     - 1935     MONUMENTED       CGS
 BZ0526  HISTORY     - 20010317 GOOD             USPSQD
 BZ0526  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0526
 BZ0526                          STATION DESCRIPTION
 BZ0526
 BZ0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0526'IN PERRY.
 BZ0526'AT PERRY, FALLS COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 120
 BZ0526'FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, 94 FEET WEST OF THE
 BZ0526'CENTERLINE OF THE MAIN TRACK, 18 FEET NORTH OF THE CENTERLINE OF A
 BZ0526'ROAD WHICH CROSSES THE TRACK, AND 18 FEET SOUTHWEST OF A POWERLINE
 BZ0526'TRANSFORMER.  A STANDARD DISK, STAMPED B 320 1935 AND SET IN THE TOP
 BZ0526'OF A CONCRETE POST.
 BZ0526
 BZ0526                          STATION RECOVERY (2001)
 BZ0526
 BZ0526'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ0526'RECOVERED IN GOOD CONDITION.
 BZ0526
 BZ0526                          STATION RECOVERY (2003)
 BZ0526
 BZ0526'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0617 ***********************************************************************
 BZ0617  DESIGNATION -  B 321
 BZ0617  PID         -  BZ0617
 BZ0617  STATE/COUNTY-  TX/LIMESTONE
 BZ0617  USGS QUAD   -  GROESBECK (1978)
 BZ0617
 BZ0617                         *CURRENT SURVEY CONTROL
 BZ0617  ___________________________________________________________________
 BZ0617* NAD 83(1986)-  31 34 14.     (N)    096 30 15.     (W)     SCALED    
 BZ0617* NAVD 88     -       125.68   (+/-2cm)     412.3    (feet)  VERTCON   
 BZ0617  ___________________________________________________________________
 BZ0617  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0617
 BZ0617  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0617
 BZ0617.The horizontal coordinates were scaled from a topographic map and have
 BZ0617.an estimated accuracy of +/- 6 seconds.
 BZ0617
 BZ0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0617.The vertical order pertains to the NGVD 29 superseded value.
 BZ0617
 BZ0617.The geoid height was determined by GEOID03.
 BZ0617
 BZ0617;                    North         East    Units  Estimated Accuracy
 BZ0617;SPC TX C     - 3,217,320.    1,063,410.      MT  (+/- 180 meters Scaled)
 BZ0617
 BZ0617                          SUPERSEDED SURVEY CONTROL
 BZ0617
 BZ0617  NGVD 29 (??/??/92)  125.634  (m)          412.18   (f) ADJ UNCH    2 0
 BZ0617
 BZ0617.Superseded values are not recommended for survey control.
 BZ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0617.See file dsdata.txt to determine how the superseded data were derived.
 BZ0617
 BZ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV368955(NAD 83)
 BZ0617_MARKER: DB = BENCH MARK DISK
 BZ0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0617_STAMPING: B 321 1935
 BZ0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0617+STABILITY: SURFACE MOTION
 BZ0617
 BZ0617  HISTORY     - Date     Condition        Report By
 BZ0617  HISTORY     - 1935     MONUMENTED       CGS
 BZ0617
 BZ0617                          STATION DESCRIPTION
 BZ0617
 BZ0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0617'4.4 MI N FROM GROESBECK.
 BZ0617'4.4 MI N OF AND ALONG THE SOUTHERN PACIFIC RR AT A PRIVATE ROAD
 BZ0617'CROSSING ABOUT 0.6 MILE S OF DOYLE SIDING.  9 FEET N OF E GATE TO
 BZ0617'CROSSING.  47 FEET E OF CENTER OF TRACK.  3 FEET W OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0784 ***********************************************************************
 BZ0784  DESIGNATION -  B 322
 BZ0784  PID         -  BZ0784
 BZ0784  STATE/COUNTY-  TX/MCLENNAN
 BZ0784  USGS QUAD   -  LORENA (1993)
 BZ0784
 BZ0784                         *CURRENT SURVEY CONTROL
 BZ0784  ___________________________________________________________________
 BZ0784* NAD 83(1986)-  31 24 38.     (N)    097 12 48.     (W)     SCALED    
 BZ0784* NAVD 88     -       194.126  (meters)     636.90   (feet)  ADJUSTED  
 BZ0784  ___________________________________________________________________
 BZ0784  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BZ0784  DYNAMIC HT  -         193.876 (meters)     636.07  (feet)  COMP
 BZ0784  MODELED GRAV-     979,348.7   (mgal)                       NAVD 88
 BZ0784
 BZ0784  VERT ORDER  -  FIRST     CLASS II
 BZ0784
 BZ0784.The horizontal coordinates were scaled from a topographic map and have
 BZ0784.an estimated accuracy of +/- 6 seconds.
 BZ0784
 BZ0784.The orthometric height was determined by differential leveling
 BZ0784.and adjusted by the National Geodetic Survey in June 1991..
 BZ0784
 BZ0784.The geoid height was determined by GEOID03.
 BZ0784
 BZ0784.The dynamic height is computed by dividing the NAVD 88
 BZ0784.geopotential number by the normal gravity value computed on the
 BZ0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0784.degrees latitude (g = 980.6199 gals.).
 BZ0784
 BZ0784.The modeled gravity was interpolated from observed gravity values.
 BZ0784
 BZ0784;                    North         East    Units  Estimated Accuracy
 BZ0784;SPC TX C     - 3,197,480.      996,620.      MT  (+/- 180 meters Scaled)
 BZ0784
 BZ0784                          SUPERSEDED SURVEY CONTROL
 BZ0784
 BZ0784  NGVD 29 (??/??/92)  194.052  (m)          636.65   (f) ADJ UNCH    1 2
 BZ0784
 BZ0784.Superseded values are not recommended for survey control.
 BZ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0784.See file dsdata.txt to determine how the superseded data were derived.
 BZ0784
 BZ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV698764(NAD 83)
 BZ0784_MARKER: DB = BENCH MARK DISK
 BZ0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0784_STAMPING: B 322 1935
 BZ0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0784+STABILITY: SURFACE MOTION
 BZ0784
 BZ0784  HISTORY     - Date     Condition        Report By
 BZ0784  HISTORY     - 1935     MONUMENTED       CGS
 BZ0784  HISTORY     - 1980     GOOD             NGS
 BZ0784  HISTORY     - 19950715 GOOD             USPSQD
 BZ0784  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0784  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0784
 BZ0784                          STATION DESCRIPTION
 BZ0784
 BZ0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0784'2.0 MI N FROM LORENA.
 BZ0784'2.0 MILES NORTH OF AND ALONG THE M.K.T.R.R.  AT A ROAD CROSSING.  27
 BZ0784'FEET SOUTH OF CENTER OF THE CROSSING-ROAD.  43 FEET WEST OF CENTER OF
 BZ0784'THE TRACK.  5 FEET EAST OF THE RIGHT OF WAY FENCE CORNER.
 BZ0784
 BZ0784                          STATION RECOVERY (1980)
 BZ0784
 BZ0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0784'RECOVERED IN GOOD CONDITION.
 BZ0784
 BZ0784                          STATION RECOVERY (1995)
 BZ0784
 BZ0784'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0784'RECOVERED IN GOOD CONDITION.
 BZ0784
 BZ0784                          STATION RECOVERY (2001)
 BZ0784
 BZ0784'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ0784'MARK NOT FOUND.
 BZ0784
 BZ0784                          STATION RECOVERY (2003)
 BZ0784
 BZ0784'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0106 ***********************************************************************
 BN0106  DESIGNATION -  B 323
 BN0106  PID         -  BN0106
 BN0106  STATE/COUNTY-  TX/BLANCO
 BN0106  USGS QUAD   -  MONUMENT HILL (1963)
 BN0106
 BN0106                         *CURRENT SURVEY CONTROL
 BN0106  ___________________________________________________________________
 BN0106* NAD 83(1986)-  30 09 31.     (N)    098 23 14.     (W)     SCALED    
 BN0106* NAVD 88     -       423.029  (meters)    1387.89   (feet)  ADJUSTED  
 BN0106  ___________________________________________________________________
 BN0106  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 BN0106  DYNAMIC HT  -         422.441 (meters)    1385.96  (feet)  COMP
 BN0106  MODELED GRAV-     979,238.5   (mgal)                       NAVD 88
 BN0106
 BN0106  VERT ORDER  -  SECOND    CLASS 0
 BN0106
 BN0106.The horizontal coordinates were scaled from a topographic map and have
 BN0106.an estimated accuracy of +/- 6 seconds.
 BN0106
 BN0106.The orthometric height was determined by differential leveling
 BN0106.and adjusted by the National Geodetic Survey in June 1991..
 BN0106
 BN0106.The geoid height was determined by GEOID03.
 BN0106
 BN0106.The dynamic height is computed by dividing the NAVD 88
 BN0106.geopotential number by the normal gravity value computed on the
 BN0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0106.degrees latitude (g = 980.6199 gals.).
 BN0106
 BN0106.The modeled gravity was interpolated from observed gravity values.
 BN0106
 BN0106;                    North         East    Units  Estimated Accuracy
 BN0106;SPC TX C     - 3,056,180.      887,460.      MT  (+/- 180 meters Scaled)
 BN0106
 BN0106                          SUPERSEDED SURVEY CONTROL
 BN0106
 BN0106  NGVD 29 (??/??/92)  422.936  (m)         1387.58   (f) ADJ UNCH    2 0
 BN0106
 BN0106.Superseded values are not recommended for survey control.
 BN0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0106.See file dsdata.txt to determine how the superseded data were derived.
 BN0106
 BN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU590365(NAD 83)
 BN0106_MARKER: DB = BENCH MARK DISK
 BN0106_SETTING: 66 = SET IN ROCK OUTCROP
 BN0106_SP_SET: ROCK LEDGE
 BN0106_STAMPING: B 323 1935
 BN0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0106+STABILITY: POSITION/ELEVATION WELL
 BN0106
 BN0106  HISTORY     - Date     Condition        Report By
 BN0106  HISTORY     - 1935     MONUMENTED       CGS
 BN0106  HISTORY     - 1962     GOOD             USGS
 BN0106  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0106
 BN0106                          STATION DESCRIPTION
 BN0106
 BN0106'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BN0106'4.8 MI N FROM BLANCO.
 BN0106'4.8 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE HOSPITAL (FORMERLY THE
 BN0106'COURT HOUSE) AT BLANCO, BLANCO COUNTY, ON THE NORTH SLOPE OF A HILL,
 BN0106'95 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A
 BN0106'WHITE WOODEN WITNESS POST AT A FENCE CORNER, IN THE TOP OF A ROCK
 BN0106'LEDGE, AND 23 FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK
 BN0106'STAMPED B 323 1935.
 BN0106
 BN0106                          STATION RECOVERY (1990)
 BN0106
 BN0106'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0514 ***********************************************************************
 BM0514  DESIGNATION -  B 325
 BM0514  PID         -  BM0514
 BM0514  STATE/COUNTY-  TX/BASTROP
 BM0514  USGS QUAD   -  ELGIN EAST (1982)
 BM0514
 BM0514                         *CURRENT SURVEY CONTROL
 BM0514  ___________________________________________________________________
 BM0514* NAD 83(1986)-  30 19 35.     (N)    097 19 11.     (W)     SCALED    
 BM0514* NAVD 88     -       161.22   (+/-2cm)     528.9    (feet)  VERTCON   
 BM0514  ___________________________________________________________________
 BM0514  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0514
 BM0514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0514
 BM0514.The horizontal coordinates were scaled from a topographic map and have
 BM0514.an estimated accuracy of +/- 6 seconds.
 BM0514
 BM0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0514.The vertical order pertains to the NGVD 29 superseded value.
 BM0514
 BM0514.The geoid height was determined by GEOID03.
 BM0514
 BM0514;                    North         East    Units  Estimated Accuracy
 BM0514;SPC TX C     - 3,077,060.      989,770.      MT  (+/- 180 meters Scaled)
 BM0514
 BM0514                          SUPERSEDED SURVEY CONTROL
 BM0514
 BM0514  NGVD 29 (??/??/92)  161.153  (m)          528.72   (f) ADJ UNCH    2 0
 BM0514
 BM0514.Superseded values are not recommended for survey control.
 BM0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0514.See file dsdata.txt to determine how the superseded data were derived.
 BM0514
 BM0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU615561(NAD 83)
 BM0514_MARKER: DB = BENCH MARK DISK
 BM0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0514_STAMPING: B 325 1935
 BM0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0514+STABILITY: SURFACE MOTION
 BM0514
 BM0514  HISTORY     - Date     Condition        Report By
 BM0514  HISTORY     - 1935     MONUMENTED       CGS
 BM0514  HISTORY     - 1953     GOOD             NGS
 BM0514  HISTORY     - 19910710 MARK NOT FOUND   USPSQD
 BM0514
 BM0514                          STATION DESCRIPTION
 BM0514
 BM0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0514'3.6 MI E FROM ELGIN.
 BM0514'3.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0514'STATION AT ELGIN, 104.6 FEET NORTHEAST OF MILEPOST 84, 48 FEET
 BM0514'NORTHEAST OF THE NORTHEAST RAIL, 27 FEET SOUTHWEST OF THE CENTER LINE
 BM0514'OF AN OILED ROAD, 7.4 FEET NORTHWEST OF A TELEPHONE POLE, 2.3 FEET
 BM0514'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0514'PROJECTS 0.6 FOOT ABOVE THE GROUND.  NOTE-- THE TEXAS AND NEW ORLEANS
 BM0514'RAILROAD IS NOW THE SOUTHERN PACIFIC RAILROAD.
 BM0514
 BM0514                          STATION RECOVERY (1991)
 BM0514
 BM0514'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0304 ***********************************************************************
 BM0304  DESIGNATION -  B 326
 BM0304  PID         -  BM0304
 BM0304  STATE/COUNTY-  TX/MILAM
 BM0304  USGS QUAD   -  CAMERON (1989)
 BM0304
 BM0304                         *CURRENT SURVEY CONTROL
 BM0304  ___________________________________________________________________
 BM0304* NAD 83(1986)-  30 50 59.     (N)    096 58 32.     (W)     SCALED    
 BM0304* NAVD 88     -       122.20   (+/-2cm)     400.9    (feet)  VERTCON   
 BM0304  ___________________________________________________________________
 BM0304  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0304
 BM0304  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0304
 BM0304.The horizontal coordinates were scaled from a topographic map and have
 BM0304.an estimated accuracy of +/- 6 seconds.
 BM0304
 BM0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0304.The vertical order pertains to the NGVD 29 superseded value.
 BM0304
 BM0304.The geoid height was determined by GEOID03.
 BM0304
 BM0304;                    North         East    Units  Estimated Accuracy
 BM0304;SPC TX C     - 3,135,990.    1,021,100.      MT  (+/- 180 meters Scaled)
 BM0304
 BM0304                          SUPERSEDED SURVEY CONTROL
 BM0304
 BM0304  NGVD 29 (??/??/92)  122.142  (m)          400.73   (f) ADJ UNCH    2 0
 BM0304
 BM0304.Superseded values are not recommended for survey control.
 BM0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0304.See file dsdata.txt to determine how the superseded data were derived.
 BM0304
 BM0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV935147(NAD 83)
 BM0304_MARKER: DB = BENCH MARK DISK
 BM0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0304_SP_SET: SLAB
 BM0304_STAMPING: B 326 1935
 BM0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0304
 BM0304  HISTORY     - Date     Condition        Report By
 BM0304  HISTORY     - 1935     MONUMENTED       CGS
 BM0304  HISTORY     - 19910402 GOOD             USPSQD
 BM0304  HISTORY     - 19991111 GOOD             USPSQD
 BM0304
 BM0304                          STATION DESCRIPTION
 BM0304
 BM0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0304'IN CAMERON.
 BM0304'AT CAMERON, MILAN COUNTY, AT THE SOUTHWEST CORNER OF THE COUNTY
 BM0304'COURTHOUSE, IN THE FACE OF A LIMESTONE SLAB, AND 5 FEET ABOVE GROUND.
 BM0304'A STANDARD DISK, STAMPED B 326 1935 AND SET VERTICALLY.
 BM0304
 BM0304                          STATION RECOVERY (1991)
 BM0304
 BM0304'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0304'RECOVERED IN GOOD CONDITION.
 BM0304
 BM0304                          STATION RECOVERY (1999)
 BM0304
 BM0304'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0845 ***********************************************************************
 BZ0845  DESIGNATION -  B 327
 BZ0845  PID         -  BZ0845
 BZ0845  STATE/COUNTY-  TX/FALLS
 BZ0845  USGS QUAD   -  LOTT (1993)
 BZ0845
 BZ0845                         *CURRENT SURVEY CONTROL
 BZ0845  ___________________________________________________________________
 BZ0845* NAD 83(1986)-  31 14 35.     (N)    097 03 16.     (W)     SCALED    
 BZ0845* NAVD 88     -       128.64   (+/-2cm)     422.0    (feet)  VERTCON   
 BZ0845  ___________________________________________________________________
 BZ0845  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BZ0845
 BZ0845  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0845
 BZ0845.The horizontal coordinates were scaled from a topographic map and have
 BZ0845.an estimated accuracy of +/- 6 seconds.
 BZ0845
 BZ0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0845.The vertical order pertains to the NGVD 29 superseded value.
 BZ0845
 BZ0845.The geoid height was determined by GEOID03.
 BZ0845
 BZ0845;                    North         East    Units  Estimated Accuracy
 BZ0845;SPC TX C     - 3,179,350.    1,012,270.      MT  (+/- 180 meters Scaled)
 BZ0845
 BZ0845                          SUPERSEDED SURVEY CONTROL
 BZ0845
 BZ0845  NGVD 29 (??/??/92)  128.58   (m)          421.8    (f) COMPUTED    2 0
 BZ0845
 BZ0845.Superseded values are not recommended for survey control.
 BZ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0845.See file dsdata.txt to determine how the superseded data were derived.
 BZ0845
 BZ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV852581(NAD 83)
 BZ0845_MARKER: DB = BENCH MARK DISK
 BZ0845_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0845_SP_SET: FOUNDATION
 BZ0845_STAMPING: B 327 1935
 BZ0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0845
 BZ0845  HISTORY     - Date     Condition        Report By
 BZ0845  HISTORY     - 1935     MONUMENTED       CGS
 BZ0845  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 BZ0845
 BZ0845                          STATION DESCRIPTION
 BZ0845
 BZ0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0845'2.6 MI S FROM CHILTON.
 BZ0845'2.6 MILES SOUTH OF AND ALONG THE S.P.R.R.  146 YARDS NORTH OF MILE
 BZ0845'POLE 146.  102 FEET EAST OF CENTER OF THE TRACK.  AT A ROAD CROSSING.
 BZ0845'DISK SET HORIZONTAL IN THE WEST END OF THE SOUTH CONCRETE FOUNDATION
 BZ0845'OF A BRIDGE.  (CONCRETE).
 BZ0845
 BZ0845                          STATION RECOVERY (2001)
 BZ0845
 BZ0845'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0846 ***********************************************************************
 BZ0846  DESIGNATION -  B 327 RESET 1956
 BZ0846  PID         -  BZ0846
 BZ0846  STATE/COUNTY-  TX/FALLS
 BZ0846  USGS QUAD   -  LOTT (1993)
 BZ0846
 BZ0846                         *CURRENT SURVEY CONTROL
 BZ0846  ___________________________________________________________________
 BZ0846* NAD 83(1986)-  31 14 35.     (N)    097 03 16.     (W)     SCALED    
 BZ0846* NAVD 88     -       128.74   (+/-2cm)     422.4    (feet)  VERTCON   
 BZ0846  ___________________________________________________________________
 BZ0846  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BZ0846
 BZ0846  VERT ORDER  -  THIRD (See Below)
 BZ0846
 BZ0846.The horizontal coordinates were scaled from a topographic map and have
 BZ0846.an estimated accuracy of +/- 6 seconds.
 BZ0846
 BZ0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0846.The vertical order pertains to the NGVD 29 superseded value.
 BZ0846
 BZ0846.The geoid height was determined by GEOID03.
 BZ0846
 BZ0846;                    North         East    Units  Estimated Accuracy
 BZ0846;SPC TX C     - 3,179,350.    1,012,270.      MT  (+/- 180 meters Scaled)
 BZ0846
 BZ0846                          SUPERSEDED SURVEY CONTROL
 BZ0846
 BZ0846  NGVD 29 (??/??/??)  128.68   (m)          422.2    (f) RESET       3  
 BZ0846
 BZ0846.Superseded values are not recommended for survey control.
 BZ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0846.See file dsdata.txt to determine how the superseded data were derived.
 BZ0846
 BZ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV852581(NAD 83)
 BZ0846_MARKER: DD = SURVEY DISK
 BZ0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0846_SP_SET: CURB
 BZ0846_STAMPING: B 327 RESET 1956
 BZ0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0846
 BZ0846  HISTORY     - Date     Condition        Report By
 BZ0846  HISTORY     - 1956     MONUMENTED       TXHD
 BZ0846  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 BZ0846  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 BZ0846
 BZ0846                          STATION DESCRIPTION
 BZ0846
 BZ0846'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1956
 BZ0846'2.6 MI S FROM CHILTON.
 BZ0846'2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BZ0846'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT CHILTON, 316 FEET NORTH
 BZ0846'OF MILEPOST 146, 172 FEET EAST OF THE CENTERLINE OF THE TRACK, ON U.S.
 BZ0846'HIGHWAY 77, AT A CONCRETE BRIDGE OVER LITTLE DEER CREEK, AT THE
 BZ0846'NORTHWEST CORNER OF THE BRIDGE, AND IN THE TOP OF THE CURB.
 BZ0846
 BZ0846                          STATION RECOVERY (1991)
 BZ0846
 BZ0846'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0846'MARK NOT FOUND.
 BZ0846
 BZ0846                          STATION RECOVERY (2001)
 BZ0846
 BZ0846'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0857 ***********************************************************************
 BZ0857  DESIGNATION -  B 328
 BZ0857  PID         -  BZ0857
 BZ0857  STATE/COUNTY-  TX/BELL
 BZ0857  USGS QUAD   -  TEMPLE (1993)
 BZ0857
 BZ0857                         *CURRENT SURVEY CONTROL
 BZ0857  ___________________________________________________________________
 BZ0857* NAD 83(1986)-  31 01 10.     (N)    097 18 08.     (W)     SCALED    
 BZ0857* NAVD 88     -       158.369  (meters)     519.58   (feet)  ADJUSTED  
 BZ0857  ___________________________________________________________________
 BZ0857  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BZ0857  DYNAMIC HT  -         158.161 (meters)     518.90  (feet)  COMP
 BZ0857  MODELED GRAV-     979,324.3   (mgal)                       NAVD 88
 BZ0857
 BZ0857  VERT ORDER  -  SECOND    CLASS 0
 BZ0857
 BZ0857.The horizontal coordinates were scaled from a topographic map and have
 BZ0857.an estimated accuracy of +/- 6 seconds.
 BZ0857
 BZ0857.The orthometric height was determined by differential leveling
 BZ0857.and adjusted by the National Geodetic Survey in June 1991..
 BZ0857
 BZ0857.The geoid height was determined by GEOID03.
 BZ0857
 BZ0857.The dynamic height is computed by dividing the NAVD 88
 BZ0857.geopotential number by the normal gravity value computed on the
 BZ0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0857.degrees latitude (g = 980.6199 gals.).
 BZ0857
 BZ0857.The modeled gravity was interpolated from observed gravity values.
 BZ0857
 BZ0857;                    North         East    Units  Estimated Accuracy
 BZ0857;SPC TX C     - 3,153,910.      989,360.      MT  (+/- 180 meters Scaled)
 BZ0857
 BZ0857                          SUPERSEDED SURVEY CONTROL
 BZ0857
 BZ0857  NGVD 29 (??/??/92)  158.309  (m)          519.39   (f) ADJ UNCH    2 0
 BZ0857
 BZ0857.Superseded values are not recommended for survey control.
 BZ0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0857.See file dsdata.txt to determine how the superseded data were derived.
 BZ0857
 BZ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV620329(NAD 83)
 BZ0857_MARKER: DB = BENCH MARK DISK
 BZ0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0857_STAMPING: B 328 1935
 BZ0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0857+STABILITY: SURFACE MOTION
 BZ0857
 BZ0857  HISTORY     - Date     Condition        Report By
 BZ0857  HISTORY     - 1935     MONUMENTED       CGS
 BZ0857  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0857  HISTORY     - 19950716 MARK NOT FOUND   USPSQD
 BZ0857  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0857  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0857
 BZ0857                          STATION DESCRIPTION
 BZ0857
 BZ0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0857'IN HEIDENHEIMER.
 BZ0857'AT HEIDENHEIMER AND ALONG THE SANTA FE RR 0.3 MILE W OF MILEPOST 212.
 BZ0857'38 FEET S OF CENTER OF TRACK.  70 FEET E OF THE DEPOT AND IN LINE WITH
 BZ0857'A ROW OF POLES.
 BZ0857
 BZ0857                          STATION RECOVERY (1965)
 BZ0857
 BZ0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0857'MARK NOT FOUND.
 BZ0857
 BZ0857                          STATION RECOVERY (1995)
 BZ0857
 BZ0857'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0857'MARK NOT FOUND.
 BZ0857
 BZ0857                          STATION RECOVERY (2001)
 BZ0857
 BZ0857'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ0857'MARK NOT FOUND.
 BZ0857
 BZ0857                          STATION RECOVERY (2003)
 BZ0857
 BZ0857'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0662 ***********************************************************************
 BM0662  DESIGNATION -  B 329
 BM0662  PID         -  BM0662
 BM0662  STATE/COUNTY-  TX/HAYS
 BM0662  USGS QUAD   -  BUDA (1994)
 BM0662
 BM0662                         *CURRENT SURVEY CONTROL
 BM0662  ___________________________________________________________________
 BM0662* NAD 83(1986)-  30 02 14.     (N)    097 51 51.     (W)     SCALED    
 BM0662* NAVD 88     -       222.21   (+/-2cm)     729.0    (feet)  VERTCON   
 BM0662  ___________________________________________________________________
 BM0662  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BM0662
 BM0662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0662
 BM0662.The horizontal coordinates were scaled from a topographic map and have
 BM0662.an estimated accuracy of +/- 6 seconds.
 BM0662
 BM0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0662.The vertical order pertains to the NGVD 29 superseded value.
 BM0662
 BM0662.The geoid height was determined by GEOID03.
 BM0662
 BM0662;                    North         East    Units  Estimated Accuracy
 BM0662;SPC TXSC     - 4,244,790.      709,540.      MT  (+/- 180 meters Scaled)
 BM0662
 BM0662                          SUPERSEDED SURVEY CONTROL
 BM0662
 BM0662  NGVD 29 (??/??/92)  222.096  (m)          728.66   (f) ADJ UNCH    2 0
 BM0662
 BM0662.Superseded values are not recommended for survey control.
 BM0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0662.See file dsdata.txt to determine how the superseded data were derived.
 BM0662
 BM0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU095234(NAD 83)
 BM0662_MARKER: DB = BENCH MARK DISK
 BM0662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0662_SP_SET: ABUTMENT
 BM0662_STAMPING: B 329 1935
 BM0662_MARK LOGO: CGS   
 BM0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0662
 BM0662  HISTORY     - Date     Condition        Report By
 BM0662  HISTORY     - 1935     MONUMENTED       CGS
 BM0662  HISTORY     - 1953     GOOD             NGS
 BM0662  HISTORY     - 1980     GOOD             NGS
 BM0662  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0662  HISTORY     - 19910828 MARK NOT FOUND   USPSQD
 BM0662  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 BM0662
 BM0662                          STATION DESCRIPTION
 BM0662
 BM0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0662'3.4 MI N FROM KYLE.
 BM0662'3.4 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0662'FROM THE STATION AT KYLE, 0.5 MILE NORTH OF MILEPOST 198, 6 FEET EAST
 BM0662'OF THE EAST RAIL, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 BM0662'THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE 197-4.
 BM0662
 BM0662                          STATION RECOVERY (1980)
 BM0662
 BM0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0662'5.5 KM (3.4 MI) NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BM0662'CROSSING OF FARM ROAD 150 IN KYLE, APPROXIMATELY 0.8 KM (0.5 MI) NORTH
 BM0662'OF MILEPOST 198, IN TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 BM0662'OF BRIDGE NUMBER 197-4, 1.8 METERS (6.0 FT) EAST OF THE EAST RAIL.
 BM0662'NOTE-NOT LEVELED AT THIS TIME, OFF MAIN LEVEL LINE.
 BM0662'THE MARK IS 1.2 M BELOW THE TRACKS.
 BM0662
 BM0662                          STATION RECOVERY (1990)
 BM0662
 BM0662'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMT)
 BM0662'MARK NOT FOUND.
 BM0662
 BM0662                          STATION RECOVERY (1991)
 BM0662
 BM0662'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0662'MARK NOT FOUND.
 BM0662
 BM0662                          STATION RECOVERY (1993)
 BM0662
 BM0662'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BM0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1287 ***********************************************************************
 AY1287  DESIGNATION -  B 33
 AY1287  PID         -  AY1287
 AY1287  STATE/COUNTY-  TX/UVALDE
 AY1287  USGS QUAD   -  HACIENDA (1960)
 AY1287
 AY1287                         *CURRENT SURVEY CONTROL
 AY1287  ___________________________________________________________________
 AY1287* NAD 83(1986)-  29 14 27.     (N)    099 56 31.     (W)     SCALED    
 AY1287* NAVD 88     -       291.416  (meters)     956.09   (feet)  ADJUSTED  
 AY1287  ___________________________________________________________________
 AY1287  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AY1287  DYNAMIC HT  -         290.991 (meters)     954.69  (feet)  COMP
 AY1287  MODELED GRAV-     979,176.9   (mgal)                       NAVD 88
 AY1287
 AY1287  VERT ORDER  -  FIRST     CLASS II
 AY1287
 AY1287.The horizontal coordinates were scaled from a topographic map and have
 AY1287.an estimated accuracy of +/- 6 seconds.
 AY1287
 AY1287.The orthometric height was determined by differential leveling
 AY1287.and adjusted by the National Geodetic Survey in June 1991..
 AY1287
 AY1287.The geoid height was determined by GEOID03.
 AY1287
 AY1287.The dynamic height is computed by dividing the NAVD 88
 AY1287.geopotential number by the normal gravity value computed on the
 AY1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1287.degrees latitude (g = 980.6199 gals.).
 AY1287
 AY1287.The modeled gravity was interpolated from observed gravity values.
 AY1287
 AY1287;                    North         East    Units  Estimated Accuracy
 AY1287;SPC TXSC     - 4,156,360.      508,450.      MT  (+/- 180 meters Scaled)
 AY1287
 AY1287                          SUPERSEDED SURVEY CONTROL
 AY1287
 AY1287  NGVD 29 (??/??/92)  291.302  (m)          955.71   (f) ADJ UNCH    1 2
 AY1287
 AY1287.Superseded values are not recommended for survey control.
 AY1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1287.See file dsdata.txt to determine how the superseded data were derived.
 AY1287
 AY1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT084350(NAD 83)
 AY1287_MARKER: DB = BENCH MARK DISK
 AY1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1287_STAMPING: B 33 1917 ELEV 955.628 FT
 AY1287_MARK LOGO: CGS   
 AY1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1287+STABILITY: SURFACE MOTION
 AY1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1287+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AY1287
 AY1287  HISTORY     - Date     Condition        Report By
 AY1287  HISTORY     - 1917     MONUMENTED       CGS
 AY1287  HISTORY     - 1957     GOOD             NGS
 AY1287  HISTORY     - 1982     POOR             NGS
 AY1287  HISTORY     - 20031030 GOOD             USPSQD
 AY1287
 AY1287                          STATION DESCRIPTION
 AY1287
 AY1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1287'9.0 MI W FROM UVALDE.
 AY1287'9.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1287'STATION AT UVALDE, 54.7 FEET SOUTH OF THE SOUTH RAIL, 39.3 FEET
 AY1287'SOUTHWEST OF MILEPOST 310, 6 FEET SOUTH OF A FENCE, 4 FEET BELOW THE
 AY1287'TOP OF THE RAILS, 1.0 MILE EAST OF BENCH MARK J 1090, SET IN THE TOP
 AY1287'OF A CONCRETE POST WHICH PROJECTS 1.6 FEET ABOVE THE GROUND.
 AY1287
 AY1287                          STATION RECOVERY (1982)
 AY1287
 AY1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1287'MARK RECOVERED THIS DATE, FOUND LOOSE IN GROUND, NOT LEVELED TO THIS
 AY1287'SURVEY.
 AY1287
 AY1287                          STATION RECOVERY (2003)
 AY1287
 AY1287'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0913 ***********************************************************************
 AX0913  DESIGNATION -  B 330
 AX0913  PID         -  AX0913
 AX0913  STATE/COUNTY-  TX/JACKSON
 AX0913  USGS QUAD   -  LOUISE (1981)
 AX0913
 AX0913                         *CURRENT SURVEY CONTROL
 AX0913  ___________________________________________________________________
 AX0913* NAD 83(1986)-  29 00 24.     (N)    096 29 59.     (W)     SCALED    
 AX0913* NAVD 88     -        19.06   (+/-2cm)      62.5    (feet)  VERTCON   
 AX0913  ___________________________________________________________________
 AX0913  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0913
 AX0913  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0913
 AX0913.The horizontal coordinates were scaled from a topographic map and have
 AX0913.an estimated accuracy of +/- 6 seconds.
 AX0913
 AX0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0913.The vertical order pertains to the NGVD 29 superseded value.
 AX0913
 AX0913.The geoid height was determined by GEOID03.
 AX0913
 AX0913;                    North         East    Units  Estimated Accuracy
 AX0913;SPC TXSC     - 4,132,640.      843,560.      MT  (+/- 180 meters Scaled)
 AX0913
 AX0913                          SUPERSEDED SURVEY CONTROL
 AX0913
 AX0913  NGVD 29 (??/??/92)   19.066  (m)           62.55   (f) ADJ UNCH    2 0
 AX0913
 AX0913.Superseded values are not recommended for survey control.
 AX0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0913.See file dsdata.txt to determine how the superseded data were derived.
 AX0913
 AX0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT435113(NAD 83)
 AX0913_MARKER: DB = BENCH MARK DISK
 AX0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0913_STAMPING: B 330 1935
 AX0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0913+STABILITY: SURFACE MOTION
 AX0913
 AX0913  HISTORY     - Date     Condition        Report By
 AX0913  HISTORY     - 1935     MONUMENTED       CGS
 AX0913  HISTORY     - 1972     GOOD             NGS
 AX0913  HISTORY     - 19980725 GOOD             USPSQD
 AX0913
 AX0913                          STATION DESCRIPTION
 AX0913
 AX0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0913'2.65 MI SE FROM GANADO.
 AX0913'ABOUT 2.65 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE
 AX0913'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, 0.45 MILE SOUTHEAST OF THE
 AX0913'CENTRAL POWER AND LIGHT SUBSTATION, 0.35 MILE SOUTHEAST OF THE
 AX0913'JUNCTION OF FARM-TO-MARKET ROAD 1683, 53 FEET NORTHEAST OF THE CENTER
 AX0913'LINE OF THE HIGHWAY, 25 FEET EAST OF THE EXTENDED CENTER LINE OF A
 AX0913'DIRT ROAD WHICH LEADS SOUTH, 22 FEET NORTHWEST OF A POWER POLE WHICH
 AX0913'IS BRACED BY 3 GUY WIRES, 4 FEET WEST OF A CORNER POST AT A SLIGHT
 AX0913'ANGLE IN A FENCE, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1
 AX0913'1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 AX0913'CONCRETE POST WHICH PROJECTS 3 INCHES.
 AX0913
 AX0913                          STATION RECOVERY (1998)
 AX0913
 AX0913'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0627 ***********************************************************************
 AX0627  DESIGNATION -  B 331
 AX0627  PID         -  AX0627
 AX0627  STATE/COUNTY-  TX/LAVACA
 AX0627  USGS QUAD   -  CORDELE (1981)
 AX0627
 AX0627                         *CURRENT SURVEY CONTROL
 AX0627  ___________________________________________________________________
 AX0627* NAD 83(1986)-  29 14 23.     (N)    096 41 50.     (W)     SCALED    
 AX0627* NAVD 88     -        42.554  (meters)     139.61   (feet)  ADJUSTED  
 AX0627  ___________________________________________________________________
 AX0627  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0627  DYNAMIC HT  -          42.494 (meters)     139.42  (feet)  COMP
 AX0627  MODELED GRAV-     979,233.4   (mgal)                       NAVD 88
 AX0627
 AX0627  VERT ORDER  -  FIRST     CLASS I
 AX0627
 AX0627.The horizontal coordinates were scaled from a topographic map and have
 AX0627.an estimated accuracy of +/- 6 seconds.
 AX0627
 AX0627.The orthometric height was determined by differential leveling
 AX0627.and adjusted by the National Geodetic Survey in June 1991..
 AX0627
 AX0627.The geoid height was determined by GEOID03.
 AX0627
 AX0627.The dynamic height is computed by dividing the NAVD 88
 AX0627.geopotential number by the normal gravity value computed on the
 AX0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0627.degrees latitude (g = 980.6199 gals.).
 AX0627
 AX0627.The modeled gravity was interpolated from observed gravity values.
 AX0627
 AX0627;                    North         East    Units  Estimated Accuracy
 AX0627;SPC TXSC     - 4,158,070.      823,820.      MT  (+/- 180 meters Scaled)
 AX0627
 AX0627                          SUPERSEDED SURVEY CONTROL
 AX0627
 AX0627  NGVD 29 (??/??/92)   42.558  (m)          139.63   (f) ADJ UNCH    1 1
 AX0627
 AX0627.Superseded values are not recommended for survey control.
 AX0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0627.See file dsdata.txt to determine how the superseded data were derived.
 AX0627
 AX0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT238367(NAD 83)
 AX0627_MARKER: DB = BENCH MARK DISK
 AX0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0627_STAMPING: B 331 1935
 AX0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0627+STABILITY: SURFACE MOTION
 AX0627
 AX0627  HISTORY     - Date     Condition        Report By
 AX0627  HISTORY     - 1935     MONUMENTED       CGS
 AX0627  HISTORY     - 1972     GOOD             NGS
 AX0627
 AX0627                          STATION DESCRIPTION
 AX0627
 AX0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0627'1.2 MI S FROM SPEAKS.
 AX0627'ABOUT 0.9 MILE SOUTH ALONG FARM TO MARKET ROAD NO. 530 FROM THE POST
 AX0627'OFFICE AND THE STORE AT SPEAKS, THENCE 0.3 MILE SOUTH ALONG SPEAKS
 AX0627'ROAD, AT A TURN IN THE ROAD FROM NORTH-SOUTH TO EAST-WEST, 66 FEET
 AX0627'NORTH OF THE EXTENDED CENTER LINE OF THE EAST-WEST ROAD, 60 FEET WEST
 AX0627'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 31 FEET NORTHWEST OF THE
 AX0627'CENTER OF THE TURN IN THE ROAD, 23 1/2 FEET NORTHEAST OF A FENCE
 AX0627'CORNER, 3 FEET NORTHWEST OF A FENCE LINE, 3.6 FEET NORTHWEST OF A
 AX0627'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 AX0627'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0994 ***********************************************************************
 AN0994  DESIGNATION -  B 332
 AN0994  PID         -  AN0994
 AN0994  STATE/COUNTY-  TX/VICTORIA
 AN0994  USGS QUAD   -  VICTORIA WEST (1987)
 AN0994
 AN0994                         *CURRENT SURVEY CONTROL
 AN0994  ___________________________________________________________________
 AN0994* NAD 83(1986)-  28 47 22.     (N)    097 01 38.     (W)     SCALED    
 AN0994* NAVD 88     -        17.05   (+/-2cm)      55.9    (feet)  VERTCON   
 AN0994  ___________________________________________________________________
 AN0994  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN0994
 AN0994  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0994
 AN0994.The horizontal coordinates were scaled from a topographic map and have
 AN0994.an estimated accuracy of +/- 6 seconds.
 AN0994
 AN0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0994.The vertical order pertains to the NGVD 29 superseded value.
 AN0994
 AN0994.The geoid height was determined by GEOID03.
 AN0994
 AN0994;                    North         East    Units  Estimated Accuracy
 AN0994;SPC TXSC     - 4,107,590.      792,590.      MT  (+/- 180 meters Scaled)
 AN0994
 AN0994                          SUPERSEDED SURVEY CONTROL
 AN0994
 AN0994  NGVD 29 (??/??/92)   17.14   (m)           56.2    (f) COMPUTED    2 0
 AN0994
 AN0994.Superseded values are not recommended for survey control.
 AN0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0994.See file dsdata.txt to determine how the superseded data were derived.
 AN0994
 AN0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS925862(NAD 83)
 AN0994_MARKER: DB = BENCH MARK DISK
 AN0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0994_STAMPING: B 332 1935
 AN0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0994+STABILITY: SURFACE MOTION
 AN0994
 AN0994  HISTORY     - Date     Condition        Report By
 AN0994  HISTORY     - 1935     MONUMENTED       CGS
 AN0994  HISTORY     - 1943     GOOD             NGS
 AN0994
 AN0994                          STATION DESCRIPTION
 AN0994
 AN0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0994'1.5 MI SW FROM VICTORIA.
 AN0994'TO REACH FROM THE CITY HALL AT VICTORIA, PROCEED 1.5 MILES SOUTHWEST
 AN0994'ALONG THE TEXAS AND NEW ORLEANS RAILROAD TO MILE POST NO. 93 AND SITE
 AN0994'OF BENCH MARK.  BENCH MARK IS ABOUT 120.0 FEET SOUTHWEST OF MILE POST
 AN0994'NO. 93.  IT IS 39.0 FEET NORTH OF A DIRT ROAD CROSSING, ABOUT 26.0
 AN0994'FEET NORTHWEST OF AND ABOUT 4.0 FEET BELOW THE CENTERLINE OF TRACK.
 AN0994'MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4 INCH WOODEN MARKER POST AND
 AN0994'PROJECTS 0.4 FOOT.  A DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1573 ***********************************************************************
 AN1573  DESIGNATION -  B 333
 AN1573  PID         -  AN1573
 AN1573  STATE/COUNTY-  TX/BEE
 AN1573  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1573
 AN1573                         *CURRENT SURVEY CONTROL
 AN1573  ___________________________________________________________________
 AN1573* NAD 83(1986)-  28 25 59.     (N)    097 43 17.     (W)     SCALED    
 AN1573* NAVD 88     -        66.83   (+/-2cm)     219.3    (feet)  VERTCON   
 AN1573  ___________________________________________________________________
 AN1573  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN1573
 AN1573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1573
 AN1573.The horizontal coordinates were scaled from a topographic map and have
 AN1573.an estimated accuracy of +/- 6 seconds.
 AN1573
 AN1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1573.The vertical order pertains to the NGVD 29 superseded value.
 AN1573
 AN1573.The geoid height was determined by GEOID03.
 AN1573
 AN1573;                    North         East    Units  Estimated Accuracy
 AN1573;SPC TXSC     - 4,067,150.      725,260.      MT  (+/- 180 meters Scaled)
 AN1573
 AN1573                          SUPERSEDED SURVEY CONTROL
 AN1573
 AN1573  NGVD 29 (??/??/92)   66.834  (m)          219.27   (f) ADJ UNCH    2 0
 AN1573
 AN1573.Superseded values are not recommended for survey control.
 AN1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1573.See file dsdata.txt to determine how the superseded data were derived.
 AN1573
 AN1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS252458(NAD 83)
 AN1573_MARKER: DB = BENCH MARK DISK
 AN1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1573_STAMPING: B 333 1935
 AN1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1573+STABILITY: SURFACE MOTION
 AN1573
 AN1573  HISTORY     - Date     Condition        Report By
 AN1573  HISTORY     - 1935     MONUMENTED       CGS
 AN1573  HISTORY     - 1981     GOOD             NGS
 AN1573  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1573
 AN1573                          STATION DESCRIPTION
 AN1573
 AN1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1573'2.6 MI NE FROM BEEVILLE.
 AN1573'2.6 MILES NE OF DEPOT AND ALONG THE S P R R 700 FEET (6 POLES) SW OF
 AN1573'MILEPOST 143.  45 FEET SE OF CENTER OF TRACK AND CLOSE TO THE R/W
 AN1573'FENCE.  5 FEET SW OF A FARMERS GATE POST FOR A DIM ROAD CROSSING.
 AN1573
 AN1573                          STATION RECOVERY (1981)
 AN1573
 AN1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1573'RECOVERED IN GOOD CONDITION.
 AN1573
 AN1573                          STATION RECOVERY (1996)
 AN1573
 AN1573'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0101 ***********************************************************************
 AJ0101  DESIGNATION -  B 334
 AJ0101  PID         -  AJ0101
 AJ0101  STATE/COUNTY-  TX/JIM WELLS
 AJ0101  USGS QUAD   -  ALICE NORTH (1963)
 AJ0101
 AJ0101                         *CURRENT SURVEY CONTROL
 AJ0101  ___________________________________________________________________
 AJ0101* NAD 83(1986)-  27 47 16.     (N)    098 03 19.     (W)     SCALED    
 AJ0101* NAVD 88     -        56.474  (meters)     185.28   (feet)  POSTED    
 AJ0101  ___________________________________________________________________
 AJ0101  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AJ0101  DYNAMIC HT  -          56.390 (meters)     185.01  (feet)  COMP
 AJ0101  MODELED GRAV-     979,101.2   (mgal)                       NAVD 88
 AJ0101
 AJ0101  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0101
 AJ0101.The horizontal coordinates were scaled from a topographic map and have
 AJ0101.an estimated accuracy of +/- 6 seconds.
 AJ0101
 AJ0101.The orthometric height was determined by differential leveling
 AJ0101.and adjusted by the National Geodetic Survey in 1992..
 AJ0101.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0101.rate of 1.1 thru 2.0 mm/km.
 AJ0101
 AJ0101.The geoid height was determined by GEOID03.
 AJ0101
 AJ0101.The dynamic height is computed by dividing the NAVD 88
 AJ0101.geopotential number by the normal gravity value computed on the
 AJ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0101.degrees latitude (g = 980.6199 gals.).
 AJ0101
 AJ0101.The modeled gravity was interpolated from observed gravity values.
 AJ0101
 AJ0101;                    North         East    Units  Estimated Accuracy
 AJ0101;SPC TX S     - 5,235,090.      343,830.      MT  (+/- 180 meters Scaled)
 AJ0101
 AJ0101                          SUPERSEDED SURVEY CONTROL
 AJ0101
 AJ0101  NGVD 29 (??/??/92)   56.582  (m)          185.64   (f) ADJ UNCH    2 0
 AJ0101
 AJ0101.Superseded values are not recommended for survey control.
 AJ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0101.See file dsdata.txt to determine how the superseded data were derived.
 AJ0101
 AJ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR930740(NAD 83)
 AJ0101_MARKER: DB = BENCH MARK DISK
 AJ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0101_STAMPING: B-334 1935
 AJ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0101+STABILITY: SURFACE MOTION
 AJ0101
 AJ0101  HISTORY     - Date     Condition        Report By
 AJ0101  HISTORY     - 1935     MONUMENTED       CGS
 AJ0101
 AJ0101                          STATION DESCRIPTION
 AJ0101
 AJ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0101'3.2 MI N FROM ALICE.
 AJ0101'3.2 MILES NORTH OF AND ALONG S. P. R.R. 40 FEET WEST OF THE TRACK.  3
 AJ0101'POLES (ABOUT 350 FT.) SOUTH OF MILE POST 40.  80 FEET NORTH OF A
 AJ0101'FARMERS ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0051 ***********************************************************************
 AO0051  DESIGNATION -  B 335
 AO0051  PID         -  AO0051
 AO0051  STATE/COUNTY-  TX/LIVE OAK
 AO0051  USGS QUAD   -  CRATER RIDGE (1963)
 AO0051
 AO0051                         *CURRENT SURVEY CONTROL
 AO0051  ___________________________________________________________________
 AO0051* NAD 83(1986)-  28 08 09.     (N)    098 06 13.     (W)     SCALED    
 AO0051* NAVD 88     -        65.978  (meters)     216.46   (feet)  POSTED    
 AO0051  ___________________________________________________________________
 AO0051  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AO0051  DYNAMIC HT  -          65.880 (meters)     216.14  (feet)  COMP
 AO0051  MODELED GRAV-     979,130.1   (mgal)                       NAVD 88
 AO0051
 AO0051  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AO0051
 AO0051.The horizontal coordinates were scaled from a topographic map and have
 AO0051.an estimated accuracy of +/- 6 seconds.
 AO0051
 AO0051.The orthometric height was determined by differential leveling
 AO0051.and adjusted by the National Geodetic Survey in 1992..
 AO0051.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AO0051.rate of 2.1 thru 3.0 mm/km.
 AO0051
 AO0051.The geoid height was determined by GEOID03.
 AO0051
 AO0051.The dynamic height is computed by dividing the NAVD 88
 AO0051.geopotential number by the normal gravity value computed on the
 AO0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0051.degrees latitude (g = 980.6199 gals.).
 AO0051
 AO0051.The modeled gravity was interpolated from observed gravity values.
 AO0051
 AO0051;                    North         East    Units  Estimated Accuracy
 AO0051;SPC TXSC     - 4,033,870.      688,070.      MT  (+/- 180 meters Scaled)
 AO0051
 AO0051                          SUPERSEDED SURVEY CONTROL
 AO0051
 AO0051  NGVD 29 (??/??/92)   65.989  (m)          216.50   (f) ADJ UNCH    2 0
 AO0051
 AO0051.Superseded values are not recommended for survey control.
 AO0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0051.See file dsdata.txt to determine how the superseded data were derived.
 AO0051
 AO0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS880125(NAD 83)
 AO0051_MARKER: DB = BENCH MARK DISK
 AO0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0051_STAMPING: B-335 1935
 AO0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0051+STABILITY: SURFACE MOTION
 AO0051
 AO0051  HISTORY     - Date     Condition        Report By
 AO0051  HISTORY     - 1935     MONUMENTED       CGS
 AO0051
 AO0051                          STATION DESCRIPTION
 AO0051
 AO0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0051'13.9 MI S FROM GEORGE WEST.
 AO0051'13.9 MILES SOUTH OF AND ALONG STATE HIGHWAY 66.  54 FEET EAST OF
 AO0051'CENTER LINE OF HIGHWAY.  6 FEET EAST OF RIGHT OF WAY FENCE.  15 FEET
 AO0051'SOUTH OF FARMERS SIDE ROAD AND GATE.  AND DIRECTLY OPPOSITE T ROAD
 AO0051'WEST TO RAMIERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0404 ***********************************************************************
 BY0404  DESIGNATION -  B 336
 BY0404  PID         -  BY0404
 BY0404  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0404  USGS QUAD   -  BRONSON (1984)
 BY0404
 BY0404                         *CURRENT SURVEY CONTROL
 BY0404  ___________________________________________________________________
 BY0404* NAD 83(1986)-  31 21 17.     (N)    094 04 23.     (W)     SCALED    
 BY0404* NAVD 88     -        72.70   (+/-2cm)     238.5    (feet)  VERTCON   
 BY0404  ___________________________________________________________________
 BY0404  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY0404
 BY0404  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0404
 BY0404.The horizontal coordinates were scaled from a topographic map and have
 BY0404.an estimated accuracy of +/- 6 seconds.
 BY0404
 BY0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0404.The vertical order pertains to the NGVD 29 superseded value.
 BY0404
 BY0404.The geoid height was determined by GEOID03.
 BY0404
 BY0404;                    North         East    Units  Estimated Accuracy
 BY0404;SPC TX C     - 3,203,890.    1,295,290.      MT  (+/- 180 meters Scaled)
 BY0404
 BY0404                          SUPERSEDED SURVEY CONTROL
 BY0404
 BY0404  NGVD 29 (??/??/92)   72.718  (m)          238.58   (f) ADJ UNCH    2 0
 BY0404
 BY0404.Superseded values are not recommended for survey control.
 BY0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0404.See file dsdata.txt to determine how the superseded data were derived.
 BY0404
 BY0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ979694(NAD 83)
 BY0404_MARKER: DB = BENCH MARK DISK
 BY0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0404_STAMPING: B 336 1952
 BY0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0404+STABILITY: SURFACE MOTION
 BY0404
 BY0404  HISTORY     - Date     Condition        Report By
 BY0404  HISTORY     - 1952     MONUMENTED       CGS
 BY0404
 BY0404                          STATION DESCRIPTION
 BY0404
 BY0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0404'3.65 MI NW FROM BRONSON.
 BY0404'2.8 MILES WEST ALONG A GRADED CLAY ROAD FROM ITS JUNCTION WITH U.S.
 BY0404'HIGHWAY 96 AT BRONSON, THENCE 0.4 MILE SOUTHWEST ALONG A CLAY ROAD,
 BY0404'THENCE 0.45 MILE NORTHWEST ALONG A CLAY ROAD, ON THE WEST SLOPE OF A
 BY0404'HILL, 99 FEET NORTH OF THE CENTER LINE OF THE ROAD, 90.5 FEET SOUTH OF
 BY0404'THE SOUTHWEST CORNER OF THE H.T. REYNOLDS HOUSE, 14 FEET NORTH OF A 32
 BY0404'INCH PIN OAK TREE, 1.2 FEET EAST OF A FENCE, 1.1 FEET SOUTH OF A
 BY0404'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BY0404'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2157 ***********************************************************************
 BX2157  DESIGNATION -  B 337
 BX2157  PID         -  BX2157
 BX2157  STATE/COUNTY-  TX/SABINE
 BX2157  USGS QUAD   -  PINELAND NORTH (1984)
 BX2157
 BX2157                         *CURRENT SURVEY CONTROL
 BX2157  ___________________________________________________________________
 BX2157* NAD 83(1986)-  31 17 38.     (N)    093 59 40.     (W)     SCALED    
 BX2157* NAVD 88     -        79.94   (+/-2cm)     262.3    (feet)  VERTCON   
 BX2157  ___________________________________________________________________
 BX2157  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BX2157
 BX2157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2157
 BX2157.The horizontal coordinates were scaled from a topographic map and have
 BX2157.an estimated accuracy of +/- 6 seconds.
 BX2157
 BX2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2157.The vertical order pertains to the NGVD 29 superseded value.
 BX2157
 BX2157.The geoid height was determined by GEOID03.
 BX2157
 BX2157;                    North         East    Units  Estimated Accuracy
 BX2157;SPC TX C     - 3,197,580.    1,303,140.      MT  (+/- 180 meters Scaled)
 BX2157
 BX2157                          SUPERSEDED SURVEY CONTROL
 BX2157
 BX2157  NGVD 29 (??/??/??)   79.958  (m)          262.33   (f) ADJUSTED    2 0
 BX2157
 BX2157.Superseded values are not recommended for survey control.
 BX2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2157.See file dsdata.txt to determine how the superseded data were derived.
 BX2157
 BX2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ053626(NAD 83)
 BX2157_MARKER: DB = BENCH MARK DISK
 BX2157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2157_SP_SET: CULVERT
 BX2157_STAMPING: B 337 1952
 BX2157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2157
 BX2157  HISTORY     - Date     Condition        Report By
 BX2157  HISTORY     - 1952     MONUMENTED       CGS
 BX2157  HISTORY     - 1979     MARK NOT FOUND   NGS
 BX2157
 BX2157                          STATION DESCRIPTION
 BX2157
 BX2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2157'3.55 MI NW FROM PINELAND.
 BX2157'0.15 MILE SOUTH ALONG FARM ROADS 1 AND 83 FROM THE HIGH SCHOOL AT
 BX2157'PINELAND, THENCE 0.9 MILE WEST ALONG FARM ROAD 83, THENCE 2.5 MILES
 BX2157'NORTH ALONG U.S. HIGHWAY 96, AT A JUNCTION WITH A GRADED DIRT ROAD
 BX2157'LEADING NORTHWEST, 138 FEET NORTHEAST OF THE CENTER LINE OF THE GRADED
 BX2157'DIRT ROAD, 21.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BX2157'THE TOP OF THE WEST HEADWALL OF A 12 FOOT CONCRETE CULVERT.
 BX2157
 BX2157                          STATION RECOVERY (1979)
 BX2157
 BX2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0469 ***********************************************************************
 GK0469  DESIGNATION -  B 338
 GK0469  PID         -  GK0469
 GK0469  STATE/COUNTY-  TX/SHERMAN
 GK0469  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0469
 GK0469                         *CURRENT SURVEY CONTROL
 GK0469  ___________________________________________________________________
 GK0469* NAD 83(1986)-  36 19 31.     (N)    101 37 25.     (W)     SCALED    
 GK0469* NAVD 88     -      1021.792  (meters)    3352.33   (feet)  ADJUSTED  
 GK0469  ___________________________________________________________________
 GK0469  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 GK0469  DYNAMIC HT  -        1020.677 (meters)    3348.67  (feet)  COMP
 GK0469  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 GK0469
 GK0469  VERT ORDER  -  SECOND    CLASS 0
 GK0469
 GK0469.The horizontal coordinates were scaled from a topographic map and have
 GK0469.an estimated accuracy of +/- 6 seconds.
 GK0469
 GK0469.The orthometric height was determined by differential leveling
 GK0469.and adjusted by the National Geodetic Survey in June 1991..
 GK0469
 GK0469.The geoid height was determined by GEOID03.
 GK0469
 GK0469.The dynamic height is computed by dividing the NAVD 88
 GK0469.geopotential number by the normal gravity value computed on the
 GK0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0469.degrees latitude (g = 980.6199 gals.).
 GK0469
 GK0469.The modeled gravity was interpolated from observed gravity values.
 GK0469
 GK0469;                    North         East    Units  Estimated Accuracy
 GK0469;SPC TX N     - 1,257,980.      188,900.      MT  (+/- 180 meters Scaled)
 GK0469
 GK0469                          SUPERSEDED SURVEY CONTROL
 GK0469
 GK0469  NGVD 29 (??/??/92) 1021.326  (m)         3350.80   (f) ADJ UNCH    2 0
 GK0469
 GK0469.Superseded values are not recommended for survey control.
 GK0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0469.See file dsdata.txt to determine how the superseded data were derived.
 GK0469
 GK0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF644232(NAD 83)
 GK0469_MARKER: DB = BENCH MARK DISK
 GK0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0469_STAMPING: B 338 1952
 GK0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0469+STABILITY: SURFACE MOTION
 GK0469
 GK0469  HISTORY     - Date     Condition        Report By
 GK0469  HISTORY     - 1952     MONUMENTED       CGS
 GK0469
 GK0469                          STATION DESCRIPTION
 GK0469
 GK0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0469'25.4 MI E FROM STRATFORD.
 GK0469'23.2 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0469'PACIFIC RAILROAD STATION AT STRATFORD, THENCE 0.15 MILE NORTH ALONG A
 GK0469'PRIVATE GRADED DIRT ROAD, THENCE 1.45 MILES EAST ALONG A PRIVATE
 GK0469'GRADED DIRT ROAD, THENCE 0.6 MILE EAST ALONG AN ABANDONED ROAD, AT THE
 GK0469'HANSFORD AND SHERMAN COUNTY LINE, 0.4 MILE SOUTHEAST OF A FARMHOUSE,
 GK0469'48 FEET NORTH OF THE CENTER LINE OF THE ABANDONED ROAD, 81 FEET WEST
 GK0469'OF A FENCE LEADING NORTH, 1.2 FEET SOUTH OF AN EAST AND WEST FENCE, 2
 GK0469'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GK0469'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0161 ***********************************************************************
 GL0161  DESIGNATION -  B 339
 GL0161  PID         -  GL0161
 GL0161  STATE/COUNTY-  TX/DALLAM
 GL0161  USGS QUAD   -  CONLEN (1965)
 GL0161
 GL0161                         *CURRENT SURVEY CONTROL
 GL0161  ___________________________________________________________________
 GL0161* NAD 83(1986)-  36 10 34.     (N)    102 14 27.     (W)     SCALED    
 GL0161* NAVD 88     -      1176.224  (meters)    3858.99   (feet)  ADJUSTED  
 GL0161  ___________________________________________________________________
 GL0161  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 GL0161  DYNAMIC HT  -        1174.893 (meters)    3854.63  (feet)  COMP
 GL0161  MODELED GRAV-     979,460.0   (mgal)                       NAVD 88
 GL0161
 GL0161  VERT ORDER  -  SECOND    CLASS 0
 GL0161
 GL0161.The horizontal coordinates were scaled from a topographic map and have
 GL0161.an estimated accuracy of +/- 6 seconds.
 GL0161
 GL0161.The orthometric height was determined by differential leveling
 GL0161.and adjusted by the National Geodetic Survey in June 1991..
 GL0161
 GL0161.The geoid height was determined by GEOID03.
 GL0161
 GL0161.The dynamic height is computed by dividing the NAVD 88
 GL0161.geopotential number by the normal gravity value computed on the
 GL0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0161.degrees latitude (g = 980.6199 gals.).
 GL0161
 GL0161.The modeled gravity was interpolated from observed gravity values.
 GL0161
 GL0161;                    North         East    Units  Estimated Accuracy
 GL0161;SPC TX N     - 1,241,670.      133,350.      MT  (+/- 180 meters Scaled)
 GL0161
 GL0161                          SUPERSEDED SURVEY CONTROL
 GL0161
 GL0161.No superseded survey control is available for this station.
 GL0161
 GL0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA481070(NAD 83)
 GL0161_MARKER: DB = BENCH MARK DISK
 GL0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0161_SP_SET: CULVERT
 GL0161_STAMPING: B 339 1952
 GL0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0161
 GL0161  HISTORY     - Date     Condition        Report By
 GL0161  HISTORY     - 1952     MONUMENTED       CGS
 GL0161
 GL0161                          STATION DESCRIPTION
 GL0161
 GL0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0161'3.95 MI S FROM CONLEN.
 GL0161'3.95 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0161'HIGHWAY 54 AT CONLEN.  19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 GL0161'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 GL0161'TWIN 18 INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1216 ***********************************************************************
 AY1216  DESIGNATION -  B 34
 AY1216  PID         -  AY1216
 AY1216  STATE/COUNTY-  TX/UVALDE
 AY1216  USGS QUAD   -  SABINAL (1970)
 AY1216
 AY1216                         *CURRENT SURVEY CONTROL
 AY1216  ___________________________________________________________________
 AY1216* NAD 83(1986)-  29 19 12.     (N)    099 27 32.     (W)     SCALED    
 AY1216* NAVD 88     -       289.001  (meters)     948.16   (feet)  POSTED    
 AY1216  ___________________________________________________________________
 AY1216  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 AY1216  DYNAMIC HT  -         288.580 (meters)     946.78  (feet)  COMP
 AY1216  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 AY1216
 AY1216  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1216
 AY1216.The horizontal coordinates were scaled from a topographic map and have
 AY1216.an estimated accuracy of +/- 6 seconds.
 AY1216
 AY1216.The orthometric height was determined by differential leveling
 AY1216.and adjusted by the National Geodetic Survey in 1992..
 AY1216.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1216.rate of 1.1 thru 2.0 mm/km.
 AY1216
 AY1216.The geoid height was determined by GEOID03.
 AY1216
 AY1216.The dynamic height is computed by dividing the NAVD 88
 AY1216.geopotential number by the normal gravity value computed on the
 AY1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1216.degrees latitude (g = 980.6199 gals.).
 AY1216
 AY1216.The modeled gravity was interpolated from observed gravity values.
 AY1216
 AY1216;                    North         East    Units  Estimated Accuracy
 AY1216;SPC TXSC     - 4,164,850.      555,430.      MT  (+/- 180 meters Scaled)
 AY1216
 AY1216                          SUPERSEDED SURVEY CONTROL
 AY1216
 AY1216  NGVD 29 (??/??/92)  288.888  (m)          947.79   (f) ADJ UNCH    1 2
 AY1216
 AY1216.Superseded values are not recommended for survey control.
 AY1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1216.See file dsdata.txt to determine how the superseded data were derived.
 AY1216
 AY1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT554435(NAD 83)
 AY1216_MARKER: Q = CHISELED SQUARE
 AY1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1216_MARK LOGO: CGS   
 AY1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1216+STABILITY: SURFACE MOTION
 AY1216
 AY1216  HISTORY     - Date     Condition        Report By
 AY1216  HISTORY     - UNK      MONUMENTED       CGS
 AY1216  HISTORY     - 1957     GOOD             NGS
 AY1216  HISTORY     - 1982     POOR             NGS
 AY1216  HISTORY     - 20011113 GOOD             USPSQD
 AY1216
 AY1216                          STATION DESCRIPTION
 AY1216
 AY1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1216'0.45 MI E FROM SABINAL.
 AY1216'0.45 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1216'STATION AT SABINAL, 42.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 AY1216'TRACK, 20 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 6.3 FEET
 AY1216'SOUTHWEST OF MILEPOST 279, 1 FOOT NORTH OF A WITNESS POST, SURROUNDED
 AY1216'BY THE LETTERS USBM, IN THE TOP OF A STONE POST WHICH PROJECTS 0.6
 AY1216'FOOT ABOVE THE GROUND.
 AY1216
 AY1216                          STATION RECOVERY (1982)
 AY1216
 AY1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1216'FOUND LOOSE IN GROUND, UNFIT FOR LEVELS.
 AY1216
 AY1216                          STATION RECOVERY (2001)
 AY1216
 AY1216'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0486 ***********************************************************************
 AV0486  DESIGNATION -  B 340
 AV0486  PID         -  AV0486
 AV0486  STATE/COUNTY-  TX/JEFFERSON
 AV0486  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0486
 AV0486                         *CURRENT SURVEY CONTROL
 AV0486  ___________________________________________________________________
 AV0486* NAD 83(1986)-  29 45 31.     (N)    093 56 13.     (W)     SCALED    
 AV0486* NAVD 88     -         1.11   (+/-2cm)       3.6    (feet)  VERTCON   
 AV0486  ___________________________________________________________________
 AV0486  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AV0486
 AV0486  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0486
 AV0486.The horizontal coordinates were scaled from a topographic map and have
 AV0486.an estimated accuracy of +/- 6 seconds.
 AV0486
 AV0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0486.The vertical order pertains to the NGVD 29 superseded value.
 AV0486
 AV0486.The geoid height was determined by GEOID03.
 AV0486
 AV0486;                    North         East    Units  Estimated Accuracy
 AV0486;SPC TXSC     - 4,223,970.    1,089,490.      MT  (+/- 180 meters Scaled)
 AV0486
 AV0486                          SUPERSEDED SURVEY CONTROL
 AV0486
 AV0486  NGVD 29 (??/??/??)    1.099  (m)            3.61   (f) ADJUSTED    1 2
 AV0486
 AV0486.Superseded values are not recommended for survey control.
 AV0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0486.See file dsdata.txt to determine how the superseded data were derived.
 AV0486
 AV0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN094924(NAD 83)
 AV0486_MARKER: DB = BENCH MARK DISK
 AV0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0486_SP_SET: CONCRETE BASE
 AV0486_STAMPING: B 340 1935
 AV0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0486+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 AV0486
 AV0486  HISTORY     - Date     Condition        Report By
 AV0486  HISTORY     - 1935     MONUMENTED       CGS
 AV0486  HISTORY     - 1959     GOOD             CGS
 AV0486  HISTORY     - 1984     GOOD             USPSQD
 AV0486  HISTORY     - 1988     GOOD             USPSQD
 AV0486  HISTORY     - 1989     GOOD             USPSQD
 AV0486  HISTORY     - 1989     GOOD             USPSQD
 AV0486  HISTORY     - 1989     GOOD             USPSQD
 AV0486  HISTORY     - 1990     GOOD             USPSQD
 AV0486  HISTORY     - 19930202 GOOD             USPSQD
 AV0486  HISTORY     - 19940419 GOOD             USPSQD
 AV0486  HISTORY     - 20001231 GOOD             NGS
 AV0486  HISTORY     - 20010331 GOOD             NGS
 AV0486  HISTORY     - 20040309 GOOD             USPSQD
 AV0486  HISTORY     - 20050531 GOOD             JCLS
 AV0486
 AV0486                          STATION DESCRIPTION
 AV0486
 AV0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0486'3.45 MI NW FROM SABINE PASS.
 AV0486'ABOUT 3.45 MILES NORTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AV0486'DOWLING MONUMENT AT SABINE PASS, 48 FEET WEST OF THE CENTER LINE OF
 AV0486'THE HIGHWAY, 13 FEET EAST OF THE CENTER LINE OF THE ABANDONED HIGHWAY,
 AV0486'IN THE TOP OF THE NORTH END OF THE CONCRETE BASE OF THE EAST GUARD
 AV0486'RAIL OF THE BRIDGE ON THE OLD HIGHWAY, AND ABOUT 2 FEET BELOW THE
 AV0486'LEVEL OF THE NEW HIGHWAY.
 AV0486
 AV0486                          STATION RECOVERY (1984)
 AV0486
 AV0486'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0486'RECOVERED IN GOOD CONDITION.
 AV0486
 AV0486                          STATION RECOVERY (1988)
 AV0486
 AV0486'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAF)
 AV0486'RECOVERED IN GOOD CONDITION.
 AV0486
 AV0486                          STATION RECOVERY (1989)
 AV0486
 AV0486'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0486'RECOVERED IN GOOD CONDITION.
 AV0486
 AV0486                          STATION RECOVERY (1989)
 AV0486
 AV0486'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0486'RECOVERED IN GOOD CONDITION.
 AV0486
 AV0486                          STATION RECOVERY (1989)
 AV0486
 AV0486'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0486'RECOVERED IN GOOD CONDITION.
 AV0486
 AV0486                          STATION RECOVERY (1990)
 AV0486
 AV0486'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0486'RECOVERED IN GOOD CONDITION.
 AV0486
 AV0486                          STATION RECOVERY (1993)
 AV0486
 AV0486'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0486'RECOVERED IN GOOD CONDITION.
 AV0486
 AV0486                          STATION RECOVERY (1994)
 AV0486
 AV0486'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0486'RECOVERED IN GOOD CONDITION.
 AV0486
 AV0486                          STATION RECOVERY (2000)
 AV0486
 AV0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0486'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0486
 AV0486                          STATION RECOVERY (2001)
 AV0486
 AV0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0486'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0486
 AV0486                          STATION RECOVERY (2004)
 AV0486
 AV0486'RECOVERY NOTE BY US POWER SQUADRON 2004 (WAF)
 AV0486'RECOVERED IN GOOD CONDITION.
 AV0486
 AV0486                          STATION RECOVERY (2005)
 AV0486
 AV0486'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AV0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0538 ***********************************************************************
 CA0538  DESIGNATION -  B 341
 CA0538  PID         -  CA0538
 CA0538  STATE/COUNTY-  TX/SAN SABA
 CA0538  USGS QUAD   -  HALL (1979)
 CA0538
 CA0538                         *CURRENT SURVEY CONTROL
 CA0538  ___________________________________________________________________
 CA0538* NAD 83(1986)-  31 17 20.     (N)    099 00 49.     (W)     SCALED    
 CA0538* NAVD 88     -       440.201  (meters)    1444.23   (feet)  ADJUSTED  
 CA0538  ___________________________________________________________________
 CA0538  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CA0538  DYNAMIC HT  -         439.616 (meters)    1442.31  (feet)  COMP
 CA0538  MODELED GRAV-     979,298.0   (mgal)                       NAVD 88
 CA0538
 CA0538  VERT ORDER  -  SECOND    CLASS 0
 CA0538
 CA0538.The horizontal coordinates were scaled from a topographic map and have
 CA0538.an estimated accuracy of +/- 6 seconds.
 CA0538
 CA0538.The orthometric height was determined by differential leveling
 CA0538.and adjusted by the National Geodetic Survey in June 1991..
 CA0538
 CA0538.The geoid height was determined by GEOID03.
 CA0538
 CA0538.The dynamic height is computed by dividing the NAVD 88
 CA0538.geopotential number by the normal gravity value computed on the
 CA0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0538.degrees latitude (g = 980.6199 gals.).
 CA0538
 CA0538.The modeled gravity was interpolated from observed gravity values.
 CA0538
 CA0538;                    North         East    Units  Estimated Accuracy
 CA0538;SPC TX C     - 3,180,580.      825,640.      MT  (+/- 180 meters Scaled)
 CA0538
 CA0538                          SUPERSEDED SURVEY CONTROL
 CA0538
 CA0538  NGVD 29 (??/??/92)  440.139  (m)         1444.02   (f) ADJ UNCH    2 0
 CA0538
 CA0538.Superseded values are not recommended for survey control.
 CA0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0538.See file dsdata.txt to determine how the superseded data were derived.
 CA0538
 CA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV987616(NAD 83)
 CA0538_MARKER: DB = BENCH MARK DISK
 CA0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0538_STAMPING: B 341 1935
 CA0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0538+STABILITY: SURFACE MOTION
 CA0538
 CA0538  HISTORY     - Date     Condition        Report By
 CA0538  HISTORY     - 1935     MONUMENTED       CGS
 CA0538  HISTORY     - 1976     MARK NOT FOUND   USGS
 CA0538
 CA0538                          STATION DESCRIPTION
 CA0538
 CA0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0538'4.1 MI W FROM RICHLAND SPRINGS.
 CA0538'4.1 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. ABOUT 100 YARDS
 CA0538'EAST OF R.R. BRIDGE 43D.  25 YARDS S.E. OF CENTER OF THE TRACK.  1
 CA0538'YARD S.E. OF THE RIGHT OF WAY FENCE.  NOTE-- 0.5 MI W MP 43.
 CA0538
 CA0538                          STATION RECOVERY (1976)
 CA0538
 CA0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CA0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0469 ***********************************************************************
 AY0469  DESIGNATION -  B 342
 AY0469  PID         -  AY0469
 AY0469  STATE/COUNTY-  TX/WILSON
 AY0469  USGS QUAD   -  DEWEES (1961)
 AY0469
 AY0469                         *CURRENT SURVEY CONTROL
 AY0469  ___________________________________________________________________
 AY0469* NAD 83(1986)-  29 02 04.     (N)    098 08 04.     (W)     SCALED    
 AY0469* NAVD 88     -       103.650  (meters)     340.06   (feet)  ADJUSTED  
 AY0469  ___________________________________________________________________
 AY0469  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AY0469  DYNAMIC HT  -         103.502 (meters)     339.57  (feet)  COMP
 AY0469  MODELED GRAV-     979,214.9   (mgal)                       NAVD 88
 AY0469
 AY0469  VERT ORDER  -  SECOND    CLASS 0
 AY0469
 AY0469.The horizontal coordinates were scaled from a topographic map and have
 AY0469.an estimated accuracy of +/- 6 seconds.
 AY0469
 AY0469.The orthometric height was determined by differential leveling
 AY0469.and adjusted by the National Geodetic Survey in June 1991..
 AY0469
 AY0469.The geoid height was determined by GEOID03.
 AY0469
 AY0469.The dynamic height is computed by dividing the NAVD 88
 AY0469.geopotential number by the normal gravity value computed on the
 AY0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0469.degrees latitude (g = 980.6199 gals.).
 AY0469
 AY0469.The modeled gravity was interpolated from observed gravity values.
 AY0469
 AY0469;                    North         East    Units  Estimated Accuracy
 AY0469;SPC TXSC     - 4,133,430.      684,300.      MT  (+/- 180 meters Scaled)
 AY0469
 AY0469                          SUPERSEDED SURVEY CONTROL
 AY0469
 AY0469  NGVD 29 (??/??/92)  103.592  (m)          339.87   (f) ADJ UNCH    2 0
 AY0469
 AY0469.Superseded values are not recommended for survey control.
 AY0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0469.See file dsdata.txt to determine how the superseded data were derived.
 AY0469
 AY0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT842121(NAD 83)
 AY0469_MARKER: DB = BENCH MARK DISK
 AY0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0469_STAMPING: B 342 1935
 AY0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0469+STABILITY: SURFACE MOTION
 AY0469
 AY0469  HISTORY     - Date     Condition        Report By
 AY0469  HISTORY     - 1935     MONUMENTED       CGS
 AY0469  HISTORY     - 1959     MARK NOT FOUND   NGS
 AY0469  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0469
 AY0469                          STATION DESCRIPTION
 AY0469
 AY0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY0469'4.3 MI SW FROM POTH.
 AY0469'4.3 MILES SW OF AND ALONG THE MC COY ROAD.  16 YARDS NW OF CENTER OF
 AY0469'ROAD.  2 YARDS W OF FENCE INTERSECTION.
 AY0469
 AY0469                          STATION RECOVERY (1959)
 AY0469
 AY0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AY0469'MARK NOT FOUND.
 AY0469
 AY0469                          STATION RECOVERY (1996)
 AY0469
 AY0469'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0029 ***********************************************************************
 AO0029  DESIGNATION -  B 343
 AO0029  PID         -  AO0029
 AO0029  STATE/COUNTY-  TX/LIVE OAK
 AO0029  USGS QUAD   -  COMANCHE HILLS (1985)
 AO0029
 AO0029                         *CURRENT SURVEY CONTROL
 AO0029  ___________________________________________________________________
 AO0029* NAD 83(1986)-  28 32 45.     (N)    098 11 49.     (W)     SCALED    
 AO0029* NAVD 88     -        53.170  (meters)     174.44   (feet)  ADJUSTED  
 AO0029  ___________________________________________________________________
 AO0029  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AO0029  DYNAMIC HT  -          53.092 (meters)     174.19  (feet)  COMP
 AO0029  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 AO0029
 AO0029  VERT ORDER  -  SECOND    CLASS 0
 AO0029
 AO0029.The horizontal coordinates were scaled from a topographic map and have
 AO0029.an estimated accuracy of +/- 6 seconds.
 AO0029
 AO0029.The orthometric height was determined by differential leveling
 AO0029.and adjusted by the National Geodetic Survey in June 1991..
 AO0029
 AO0029.The geoid height was determined by GEOID03.
 AO0029
 AO0029.The dynamic height is computed by dividing the NAVD 88
 AO0029.geopotential number by the normal gravity value computed on the
 AO0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0029.degrees latitude (g = 980.6199 gals.).
 AO0029
 AO0029.The modeled gravity was interpolated from observed gravity values.
 AO0029
 AO0029;                    North         East    Units  Estimated Accuracy
 AO0029;SPC TXSC     - 4,079,240.      678,580.      MT  (+/- 180 meters Scaled)
 AO0029
 AO0029                          SUPERSEDED SURVEY CONTROL
 AO0029
 AO0029  NGVD 29 (??/??/92)   53.144  (m)          174.36   (f) ADJ UNCH    2 0
 AO0029
 AO0029.Superseded values are not recommended for survey control.
 AO0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0029.See file dsdata.txt to determine how the superseded data were derived.
 AO0029
 AO0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS785579(NAD 83)
 AO0029_MARKER: DB = BENCH MARK DISK
 AO0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0029_STAMPING: B 343 1935
 AO0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0029+STABILITY: SURFACE MOTION
 AO0029
 AO0029  HISTORY     - Date     Condition        Report By
 AO0029  HISTORY     - 1935     MONUMENTED       CGS
 AO0029
 AO0029                          STATION DESCRIPTION
 AO0029
 AO0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0029'6.0 MI N FROM THREE RIVERS.
 AO0029'6.0 MILES N OF AND ALONG THE M P R R AT A GRADE CROSSING.  100 YARDS
 AO0029'SE OF MILEPOST 71-10.  11 YARDS NE OF CENTER OF TRACK.  9 YARDS SE OF
 AO0029'CENTER OF OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0272 ***********************************************************************
 AJ0272  DESIGNATION -  B 344 RESET 1952
 AJ0272  PID         -  AJ0272
 AJ0272  STATE/COUNTY-  TX/BROOKS
 AJ0272  USGS QUAD   -  CAGE RANCH (1963)
 AJ0272
 AJ0272                         *CURRENT SURVEY CONTROL
 AJ0272  ___________________________________________________________________
 AJ0272* NAD 83(1986)-  27 03 19.     (N)    098 08 34.     (W)     SCALED    
 AJ0272* NAVD 88     -        40.17   (meters)     131.8    (feet)  RESET     
 AJ0272  ___________________________________________________________________
 AJ0272  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AJ0272
 AJ0272  VERT ORDER  -  THIRD
 AJ0272
 AJ0272.The horizontal coordinates were scaled from a topographic map and have
 AJ0272.an estimated accuracy of +/- 6 seconds.
 AJ0272
 AJ0272.The orthometric height was computed from unverified reset data.
 AJ0272
 AJ0272.The geoid height was determined by GEOID03.
 AJ0272
 AJ0272;                    North         East    Units  Estimated Accuracy
 AJ0272;SPC TX S     - 5,153,900.      335,440.      MT  (+/- 180 meters Scaled)
 AJ0272
 AJ0272                          SUPERSEDED SURVEY CONTROL
 AJ0272
 AJ0272.No superseded survey control is available for this station.
 AJ0272
 AJ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ850928(NAD 83)
 AJ0272_MARKER: DB = BENCH MARK DISK
 AJ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0272_STAMPING: B 344 RESET 1952
 AJ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0272+STABILITY: SURFACE MOTION
 AJ0272
 AJ0272  HISTORY     - Date     Condition        Report By
 AJ0272  HISTORY     - 1952     MONUMENTED       TXHD
 AJ0272  HISTORY     - 1954     GOOD             NGS
 AJ0272  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0272
 AJ0272                          STATION DESCRIPTION
 AJ0272
 AJ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AJ0272'11.9 MI S FROM FALFURRIAS.
 AJ0272'ABOUT 11.9 MILES SOUTH FROM THE T. AND N.O. DEPOT IN FALFURRIAS, ALONG
 AJ0272'THE T. AND N.O.R.R. AND HIGHWAY NO. 281 AND 1.6 MILES SOUTH OF BARROSO
 AJ0272'SIDING AND LOADING PENS.  IT IS IN THE WEST RIGHT-OF-WAY FENCE LINE, 6
 AJ0272'FEET SOUTH OF A POWER POLE AND ABOUT 25 YARDS SOUTH OF A LOW CUT BANK.
 AJ0272'A STANDARD DISK STAMPED B 344 RESET 1952 AND SET IN A CONCRETE POST
 AJ0272'FLUSH WITH THE GROUND.
 AJ0272
 AJ0272                          STATION RECOVERY (1962)
 AJ0272
 AJ0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0910 ***********************************************************************
 AY0910  DESIGNATION -  B 345
 AY0910  PID         -  AY0910
 AY0910  STATE/COUNTY-  TX/ATASCOSA
 AY0910  USGS QUAD   -  SOMERSET (1982)
 AY0910
 AY0910                         *CURRENT SURVEY CONTROL
 AY0910  ___________________________________________________________________
 AY0910* NAD 83(1986)-  29 12 33.     (N)    098 38 07.     (W)     SCALED    
 AY0910* NAVD 88     -       182.147  (meters)     597.59   (feet)  ADJUSTED  
 AY0910  ___________________________________________________________________
 AY0910  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AY0910  DYNAMIC HT  -         181.884 (meters)     596.73  (feet)  COMP
 AY0910  MODELED GRAV-     979,193.9   (mgal)                       NAVD 88
 AY0910
 AY0910  VERT ORDER  -  SECOND    CLASS 0
 AY0910
 AY0910.The horizontal coordinates were scaled from a topographic map and have
 AY0910.an estimated accuracy of +/- 6 seconds.
 AY0910
 AY0910.The orthometric height was determined by differential leveling
 AY0910.and adjusted by the National Geodetic Survey in June 1991..
 AY0910
 AY0910.The geoid height was determined by GEOID03.
 AY0910
 AY0910.The dynamic height is computed by dividing the NAVD 88
 AY0910.geopotential number by the normal gravity value computed on the
 AY0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0910.degrees latitude (g = 980.6199 gals.).
 AY0910
 AY0910.The modeled gravity was interpolated from observed gravity values.
 AY0910
 AY0910;                    North         East    Units  Estimated Accuracy
 AY0910;SPC TXSC     - 4,152,530.      635,460.      MT  (+/- 180 meters Scaled)
 AY0910
 AY0910                          SUPERSEDED SURVEY CONTROL
 AY0910
 AY0910  NGVD 29 (??/??/92)  182.064  (m)          597.32   (f) ADJ UNCH    2 0
 AY0910
 AY0910.Superseded values are not recommended for survey control.
 AY0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0910.See file dsdata.txt to determine how the superseded data were derived.
 AY0910
 AY0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT354312(NAD 83)
 AY0910_MARKER: DB = BENCH MARK DISK
 AY0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0910_STAMPING: B 345 1935
 AY0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0910+STABILITY: SURFACE MOTION
 AY0910
 AY0910  HISTORY     - Date     Condition        Report By
 AY0910  HISTORY     - 1935     MONUMENTED       CGS
 AY0910  HISTORY     - 1953     GOOD             NGS
 AY0910
 AY0910                          STATION DESCRIPTION
 AY0910
 AY0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0910'1.9 MI SE FROM SOMERSET.
 AY0910'1.9 MILES SOUTHEAST ALONG THE SAN ANTONIO SOUTHERN RAILROAD FROM THE
 AY0910'STATION AT SOMERSET, 0.15 MILE SOUTHEAST OF MILEPOST 6, 92 FEET
 AY0910'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 58.6 FEET
 AY0910'SOUTHWEST OF THE SOUTHWEST RAIL, 37 FEET NORTHEAST OF THE CENTER LINE
 AY0910'OF A GRAVELED ROAD, 2 FEET SOUTH OF A WITNESS POST, 4 FEET BELOW THE
 AY0910'TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 AY0910'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1434 ***********************************************************************
 FL1434  DESIGNATION -  B 346
 FL1434  PID         -  FL1434
 FL1434  STATE/COUNTY-  TX/MOORE
 FL1434  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1434
 FL1434                         *CURRENT SURVEY CONTROL
 FL1434  ___________________________________________________________________
 FL1434* NAD 83(1986)-  35 53 44.     (N)    101 39 08.     (W)     SCALED    
 FL1434* NAVD 88     -      1034.191  (meters)    3393.01   (feet)  ADJUSTED  
 FL1434  ___________________________________________________________________
 FL1434  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 FL1434  DYNAMIC HT  -        1033.021 (meters)    3389.17  (feet)  COMP
 FL1434  MODELED GRAV-     979,466.3   (mgal)                       NAVD 88
 FL1434
 FL1434  VERT ORDER  -  SECOND    CLASS 0
 FL1434
 FL1434.The horizontal coordinates were scaled from a topographic map and have
 FL1434.an estimated accuracy of +/- 6 seconds.
 FL1434
 FL1434.The orthometric height was determined by differential leveling
 FL1434.and adjusted by the National Geodetic Survey in June 1991..
 FL1434
 FL1434.The geoid height was determined by GEOID03.
 FL1434
 FL1434.The dynamic height is computed by dividing the NAVD 88
 FL1434.geopotential number by the normal gravity value computed on the
 FL1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1434.degrees latitude (g = 980.6199 gals.).
 FL1434
 FL1434.The modeled gravity was interpolated from observed gravity values.
 FL1434
 FL1434;                    North         East    Units  Estimated Accuracy
 FL1434;SPC TX N     - 1,210,300.      186,260.      MT  (+/- 180 meters Scaled)
 FL1434
 FL1434                          SUPERSEDED SURVEY CONTROL
 FL1434
 FL1434  NGVD 29 (??/??/92) 1033.693  (m)         3391.37   (f) ADJ UNCH    2 0
 FL1434
 FL1434.Superseded values are not recommended for survey control.
 FL1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1434.See file dsdata.txt to determine how the superseded data were derived.
 FL1434
 FL1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE606756(NAD 83)
 FL1434_MARKER: DB = BENCH MARK DISK
 FL1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1434_STAMPING: B 346 1952
 FL1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1434+STABILITY: SURFACE MOTION
 FL1434
 FL1434  HISTORY     - Date     Condition        Report By
 FL1434  HISTORY     - 1952     MONUMENTED       CGS
 FL1434  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL1434
 FL1434                          STATION DESCRIPTION
 FL1434
 FL1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1434'15.15 MI NW FROM STINNETT.
 FL1434'11.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE PUBLIC SCHOOL AT
 FL1434'STINNETT, THENCE 3.25 MILES NORTH ALONG FARM ROAD 1060, AT THE NORTH
 FL1434'END OF A DRY LAKE BED, 52 FEET WEST OF THE CENTER LINE OF THE FARM
 FL1434'ROAD, 30 FEET NORTH OF THE CENTER OF A WIRE GATE, 1.3 FEET WEST OF A
 FL1434'FENCE, 4 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 FL1434'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FL1434
 FL1434                          STATION RECOVERY (1971)
 FL1434
 FL1434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0063 ***********************************************************************
 FM0063  DESIGNATION -  B 347
 FM0063  PID         -  FM0063
 FM0063  STATE/COUNTY-  TX/MOORE
 FM0063  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0063
 FM0063                         *CURRENT SURVEY CONTROL
 FM0063  ___________________________________________________________________
 FM0063* NAD 83(1986)-  35 56 46.     (N)    102 06 19.     (W)     SCALED    
 FM0063* NAVD 88     -      1144.434  (meters)    3754.70   (feet)  ADJUSTED  
 FM0063  ___________________________________________________________________
 FM0063  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 FM0063  DYNAMIC HT  -        1143.109 (meters)    3750.35  (feet)  COMP
 FM0063  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 FM0063
 FM0063  VERT ORDER  -  SECOND    CLASS 0
 FM0063
 FM0063.The horizontal coordinates were scaled from a topographic map and have
 FM0063.an estimated accuracy of +/- 6 seconds.
 FM0063
 FM0063.The orthometric height was determined by differential leveling
 FM0063.and adjusted by the National Geodetic Survey in June 1991..
 FM0063
 FM0063.The geoid height was determined by GEOID03.
 FM0063
 FM0063.The dynamic height is computed by dividing the NAVD 88
 FM0063.geopotential number by the normal gravity value computed on the
 FM0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0063.degrees latitude (g = 980.6199 gals.).
 FM0063
 FM0063.The modeled gravity was interpolated from observed gravity values.
 FM0063
 FM0063;                    North         East    Units  Estimated Accuracy
 FM0063;SPC TX N     - 1,216,070.      145,390.      MT  (+/- 180 meters Scaled)
 FM0063
 FM0063                          SUPERSEDED SURVEY CONTROL
 FM0063
 FM0063  NGVD 29 (??/??/92) 1143.872  (m)         3752.85   (f) ADJ UNCH    2 0
 FM0063
 FM0063.Superseded values are not recommended for survey control.
 FM0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0063.See file dsdata.txt to determine how the superseded data were derived.
 FM0063
 FM0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV611818(NAD 83)
 FM0063_MARKER: DB = BENCH MARK DISK
 FM0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0063_STAMPING: B 347 1952
 FM0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0063+STABILITY: SURFACE MOTION
 FM0063
 FM0063  HISTORY     - Date     Condition        Report By
 FM0063  HISTORY     - 1952     MONUMENTED       CGS
 FM0063  HISTORY     - 1965     GOOD             USGS
 FM0063
 FM0063                          STATION DESCRIPTION
 FM0063
 FM0063'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FM0063'13.5 MI NW FROM DUMAS.
 FM0063'13.5 MI. NW OF DUMAS, MOORE COUNTY.  THIS MARK MAY BE REACHED FROM THE
 FM0063'COURTHOUSE BY GOING 0.5 MILE N. ALONG U.S. HIGHWAY 287(87), THENCE 7.5
 FM0063'MI. W. ALONG U.S. HIGHWAY 87.  THENCE 5.5 MILES N. ALONG A GRADED RD.,
 FM0063'IT IS 73 FT. E. OF THE CENTER LINE OF THE RD., 66 FT. N. OF AN E-W
 FM0063'FENCE LINE.  A STANDARD TABLET, STAMPED B 347 1952 AND SET IN TOP OF
 FM0063'CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0038 ***********************************************************************
 FM0038  DESIGNATION -  B 348
 FM0038  PID         -  FM0038
 FM0038  STATE/COUNTY-  TX/HARTLEY
 FM0038  USGS QUAD   -  MORAN RANCH (1963)
 FM0038
 FM0038                         *CURRENT SURVEY CONTROL
 FM0038  ___________________________________________________________________
 FM0038* NAD 83(1986)-  35 54 53.     (N)    102 13 04.     (W)     SCALED    
 FM0038* NAVD 88     -      1170.790  (meters)    3841.17   (feet)  ADJUSTED  
 FM0038  ___________________________________________________________________
 FM0038  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 FM0038  DYNAMIC HT  -        1169.423 (meters)    3836.68  (feet)  COMP
 FM0038  MODELED GRAV-     979,425.5   (mgal)                       NAVD 88
 FM0038
 FM0038  VERT ORDER  -  SECOND    CLASS 0
 FM0038
 FM0038.The horizontal coordinates were scaled from a topographic map and have
 FM0038.an estimated accuracy of +/- 6 seconds.
 FM0038
 FM0038.The orthometric height was determined by differential leveling
 FM0038.and adjusted by the National Geodetic Survey in June 1991..
 FM0038
 FM0038.The geoid height was determined by GEOID03.
 FM0038
 FM0038.The dynamic height is computed by dividing the NAVD 88
 FM0038.geopotential number by the normal gravity value computed on the
 FM0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0038.degrees latitude (g = 980.6199 gals.).
 FM0038
 FM0038.The modeled gravity was interpolated from observed gravity values.
 FM0038
 FM0038;                    North         East    Units  Estimated Accuracy
 FM0038;SPC TX N     - 1,212,650.      135,220.      MT  (+/- 180 meters Scaled)
 FM0038
 FM0038                          SUPERSEDED SURVEY CONTROL
 FM0038
 FM0038  NGVD 29 (??/??/92) 1170.234  (m)         3839.34   (f) ADJ UNCH    2 0
 FM0038
 FM0038.Superseded values are not recommended for survey control.
 FM0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0038.See file dsdata.txt to determine how the superseded data were derived.
 FM0038
 FM0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV510780(NAD 83)
 FM0038_MARKER: DB = BENCH MARK DISK
 FM0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0038_STAMPING: B-348 1952
 FM0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0038+STABILITY: SURFACE MOTION
 FM0038
 FM0038  HISTORY     - Date     Condition        Report By
 FM0038  HISTORY     - 1952     MONUMENTED       CGS
 FM0038  HISTORY     - 1963     GOOD             USGS
 FM0038
 FM0038                          STATION DESCRIPTION
 FM0038
 FM0038'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FM0038'14.2 MI NE FROM HARTLEY.
 FM0038'10.5 MILES EAST ALONG U S HIGHWAY 87 FROM THE P.O. AT HARTLEY CO.,
 FM0038'THENCE 3.3 MILES NORTH ALONG A GRADED ROAD TO A ROAD TO THE MORAN
 FM0038'RANCH.  THENCE 0.4 MILES WEST TO THE SW END OF THE AIRPORT RUNWAY. THE
 FM0038'MARK IS IN LINE WITH THE CENTERLINE OF THE RUNWAY, 203 FT EAST OF THE
 FM0038'SOUTHEAST CORNER OF THE MAIN RANCH HOUSE.  26 FEET SOUTH OF THE
 FM0038'CENTERLINE OF THE EAST WEST ROAD.  1.4 FEET NORTH OF AN EAST WEST
 FM0038'FENCE.  AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FM0038'DISK, STAMPED B-348 1952 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0133 ***********************************************************************
 FM0133  DESIGNATION -  B 349
 FM0133  PID         -  FM0133
 FM0133  STATE/COUNTY-  TX/HARTLEY
 FM0133  USGS QUAD   -  HARTLEY SE (1963)
 FM0133
 FM0133                         *CURRENT SURVEY CONTROL
 FM0133  ___________________________________________________________________
 FM0133* NAD 83(1986)-  35 52 01.     (N)    102 17 47.     (W)     SCALED    
 FM0133* NAVD 88     -      1185.990  (meters)    3891.04   (feet)  ADJUSTED  
 FM0133  ___________________________________________________________________
 FM0133  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 FM0133  DYNAMIC HT  -        1184.596 (meters)    3886.46  (feet)  COMP
 FM0133  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 FM0133
 FM0133  VERT ORDER  -  SECOND    CLASS 0
 FM0133
 FM0133.The horizontal coordinates were scaled from a topographic map and have
 FM0133.an estimated accuracy of +/- 6 seconds.
 FM0133
 FM0133.The orthometric height was determined by differential leveling
 FM0133.and adjusted by the National Geodetic Survey in June 1991..
 FM0133
 FM0133.The geoid height was determined by GEOID03.
 FM0133
 FM0133.The dynamic height is computed by dividing the NAVD 88
 FM0133.geopotential number by the normal gravity value computed on the
 FM0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0133.degrees latitude (g = 980.6199 gals.).
 FM0133
 FM0133.The modeled gravity was interpolated from observed gravity values.
 FM0133
 FM0133;                    North         East    Units  Estimated Accuracy
 FM0133;SPC TX N     - 1,207,410.      128,080.      MT  (+/- 180 meters Scaled)
 FM0133
 FM0133                          SUPERSEDED SURVEY CONTROL
 FM0133
 FM0133  NGVD 29 (??/??/92) 1185.422  (m)         3889.17   (f) ADJ UNCH    2 0
 FM0133
 FM0133.Superseded values are not recommended for survey control.
 FM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0133.See file dsdata.txt to determine how the superseded data were derived.
 FM0133
 FM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV441725(NAD 83)
 FM0133_MARKER: DB = BENCH MARK DISK
 FM0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0133_SP_SET: CULVERT
 FM0133_STAMPING: B 349 1952
 FM0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0133+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0133
 FM0133  HISTORY     - Date     Condition        Report By
 FM0133  HISTORY     - 1952     MONUMENTED       CGS
 FM0133  HISTORY     - 20040805 GOOD             USPSQD
 FM0133
 FM0133                          STATION DESCRIPTION
 FM0133
 FM0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0133'6.3 MI E FROM HARTLEY.
 FM0133'6.3 MILES EAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT HARTLEY,
 FM0133'23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 FM0133'EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 FM0133
 FM0133                          STATION RECOVERY (2004)
 FM0133
 FM0133'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2335 ***********************************************************************
 AX2335  DESIGNATION -  B 350
 AX2335  PID         -  AX2335
 AX2335  STATE/COUNTY-  TX/CALDWELL
 AX2335  USGS QUAD   -  LULING (1994)
 AX2335
 AX2335                         *CURRENT SURVEY CONTROL
 AX2335  ___________________________________________________________________
 AX2335* NAD 83(1986)-  29 40 42.     (N)    097 40 52.     (W)     SCALED    
 AX2335* NAVD 88     -       114.65   (+/-2cm)     376.1    (feet)  VERTCON   
 AX2335  ___________________________________________________________________
 AX2335  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2335
 AX2335  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2335
 AX2335.The horizontal coordinates were scaled from a topographic map and have
 AX2335.an estimated accuracy of +/- 6 seconds.
 AX2335
 AX2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2335.The vertical order pertains to the NGVD 29 superseded value.
 AX2335
 AX2335.The geoid height was determined by GEOID03.
 AX2335
 AX2335;                    North         East    Units  Estimated Accuracy
 AX2335;SPC TXSC     - 4,205,200.      727,650.      MT  (+/- 180 meters Scaled)
 AX2335
 AX2335                          SUPERSEDED SURVEY CONTROL
 AX2335
 AX2335  NGVD 29 (??/??/92)  114.596  (m)          375.97   (f) ADJ UNCH    2 0
 AX2335
 AX2335.Superseded values are not recommended for survey control.
 AX2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2335.See file dsdata.txt to determine how the superseded data were derived.
 AX2335
 AX2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT276838(NAD 83)
 AX2335_MARKER: DB = BENCH MARK DISK
 AX2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2335_STAMPING: B 350 1935
 AX2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2335+STABILITY: SURFACE MOTION
 AX2335
 AX2335  HISTORY     - Date     Condition        Report By
 AX2335  HISTORY     - 1935     MONUMENTED       CGS
 AX2335  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX2335  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2335  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2335
 AX2335                          STATION DESCRIPTION
 AX2335
 AX2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX2335'1.9 MI W FROM LULING.
 AX2335'1.9 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX2335'PUBLIC SCHOOL AT LULING, CALDWELL COUNTY, ABOUT 155 YARDS WEST OF
 AX2335'MILEPOST 155, 70 YARDS SOUTHWEST OF A YARD-LIMIT SIGN, 98 FEET SOUTH
 AX2335'OF THE CENTERLINE OF THE TRACK, AND 47 FEET NORTH OF THE CENTERLINE OF
 AX2335'U. S. HIGHWAY 90.  A STANDARD DISK, STAMPED B 350 1935 AND SET IN THE
 AX2335'TOP OF A CONCRETE POST.  NOTE-- THE WIDE DRAINAGE DITCH HAS RECENTLY
 AX2335'BEEN GRADED.
 AX2335
 AX2335                          STATION RECOVERY (1964)
 AX2335
 AX2335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX2335'MARK NOT FOUND.
 AX2335
 AX2335                          STATION RECOVERY (1987)
 AX2335
 AX2335'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2335'MARK NOT FOUND.
 AX2335
 AX2335                          STATION RECOVERY (2005)
 AX2335
 AX2335'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0176 ***********************************************************************
 AE0176  DESIGNATION -  B 351
 AE0176  PID         -  AE0176
 AE0176  STATE/COUNTY-  TX/BROOKS
 AE0176  USGS QUAD   -  ENCINO (1982)
 AE0176
 AE0176                         *CURRENT SURVEY CONTROL
 AE0176  ___________________________________________________________________
 AE0176* NAD 83(1986)-  26 53 43.     (N)    098 08 52.     (W)     SCALED    
 AE0176* NAVD 88     -        39.163  (meters)     128.49   (feet)  ADJUSTED  
 AE0176  ___________________________________________________________________
 AE0176  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AE0176  DYNAMIC HT  -          39.100 (meters)     128.28  (feet)  COMP
 AE0176  MODELED GRAV-     979,047.8   (mgal)                       NAVD 88
 AE0176
 AE0176  VERT ORDER  -  SECOND    CLASS 0
 AE0176
 AE0176.The horizontal coordinates were scaled from a topographic map and have
 AE0176.an estimated accuracy of +/- 6 seconds.
 AE0176
 AE0176.The orthometric height was determined by differential leveling
 AE0176.and adjusted by the National Geodetic Survey in June 1991..
 AE0176
 AE0176.The geoid height was determined by GEOID03.
 AE0176
 AE0176.The dynamic height is computed by dividing the NAVD 88
 AE0176.geopotential number by the normal gravity value computed on the
 AE0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0176.degrees latitude (g = 980.6199 gals.).
 AE0176
 AE0176.The modeled gravity was interpolated from observed gravity values.
 AE0176
 AE0176;                    North         East    Units  Estimated Accuracy
 AE0176;SPC TX S     - 5,136,170.      334,990.      MT  (+/- 180 meters Scaled)
 AE0176
 AE0176                          SUPERSEDED SURVEY CONTROL
 AE0176
 AE0176  NGVD 29 (??/??/92)   39.263  (m)          128.82   (f) ADJ UNCH    2 0
 AE0176
 AE0176.Superseded values are not recommended for survey control.
 AE0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0176.See file dsdata.txt to determine how the superseded data were derived.
 AE0176
 AE0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ846751(NAD 83)
 AE0176_MARKER: DB = BENCH MARK DISK
 AE0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0176_STAMPING: B-351 1935
 AE0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0176+STABILITY: SURFACE MOTION
 AE0176
 AE0176  HISTORY     - Date     Condition        Report By
 AE0176  HISTORY     - 1935     MONUMENTED       CGS
 AE0176
 AE0176                          STATION DESCRIPTION
 AE0176
 AE0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AE0176'1.1 MI N FROM RACHAL.
 AE0176'102 FEET EAST OF CENTER LINE OF TRACK.  52 FEET SOUTH OF FENCE LINE
 AE0176'LEADING EAST OPPOSITE SECTION HOUSE.  175 FEET NORTHEAST OF R. R. TOOL
 AE0176'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0469 ***********************************************************************
 AE0469  DESIGNATION -  B 352
 AE0469  PID         -  AE0469
 AE0469  STATE/COUNTY-  TX/HIDALGO
 AE0469  USGS QUAD   -  FAYSVILLE (1963)
 AE0469
 AE0469                         *CURRENT SURVEY CONTROL
 AE0469  ___________________________________________________________________
 AE0469* NAD 83(1986)-  26 25 11.     (N)    098 08 11.     (W)     SCALED    
 AE0469* NAVD 88     -        24.592  (meters)      80.68   (feet)  ADJUSTED  
 AE0469  ___________________________________________________________________
 AE0469  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AE0469  DYNAMIC HT  -          24.552 (meters)      80.55  (feet)  COMP
 AE0469  MODELED GRAV-     979,024.8   (mgal)                       NAVD 88
 AE0469
 AE0469  VERT ORDER  -  SECOND    CLASS 0
 AE0469
 AE0469.The horizontal coordinates were scaled from a topographic map and have
 AE0469.an estimated accuracy of +/- 6 seconds.
 AE0469
 AE0469.The orthometric height was determined by differential leveling
 AE0469.and adjusted by the National Geodetic Survey in June 1991..
 AE0469.WARNING-Repeat measurements at this control monument indicate possible
 AE0469.vertical movement.
 AE0469
 AE0469.The geoid height was determined by GEOID03.
 AE0469
 AE0469.The dynamic height is computed by dividing the NAVD 88
 AE0469.geopotential number by the normal gravity value computed on the
 AE0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0469.degrees latitude (g = 980.6199 gals.).
 AE0469
 AE0469.The modeled gravity was interpolated from observed gravity values.
 AE0469
 AE0469;                    North         East    Units  Estimated Accuracy
 AE0469;SPC TX S     - 5,083,490.      336,270.      MT  (+/- 180 meters Scaled)
 AE0469
 AE0469                          SUPERSEDED SURVEY CONTROL
 AE0469
 AE0469  NGVD 29 (??/??/92)   24.701  (m)           81.04   (f) ADJ UNCH    2 0
 AE0469
 AE0469.Superseded values are not recommended for survey control.
 AE0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0469.See file dsdata.txt to determine how the superseded data were derived.
 AE0469
 AE0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ861224(NAD 83)
 AE0469_MARKER: DB = BENCH MARK DISK
 AE0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0469_STAMPING: B-352
 AE0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0469+STABILITY: SURFACE MOTION
 AE0469
 AE0469  HISTORY     - Date     Condition        Report By
 AE0469  HISTORY     - UNK      MONUMENTED       CGS
 AE0469  HISTORY     - 1935     GOOD             NGS
 AE0469  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0469
 AE0469                          STATION DESCRIPTION
 AE0469
 AE0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0469'8.4 MI N FROM EDINBURG.
 AE0469'8.4 MILES NORTH OF AND ALONG U. S. HIGHWAY 281.  37 FEET EAST OF
 AE0469'CENTER LINE OF ROAD.  6 FEET EAST OF FENCE LINE.  405 FEET SOUTH OF A
 AE0469'DIRTROAD LEADING EAST TO A FARM HOUSE.
 AE0469
 AE0469                          STATION RECOVERY (1962)
 AE0469
 AE0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0127 ***********************************************************************
 FL0127  DESIGNATION -  B 353
 FL0127  PID         -  FL0127
 FL0127  STATE/COUNTY-  TX/WHEELER
 FL0127  USGS QUAD   -  FULLER (1963)
 FL0127
 FL0127                         *CURRENT SURVEY CONTROL
 FL0127  ___________________________________________________________________
 FL0127* NAD 83(1986)-  35 13 36.     (N)    100 06 19.     (W)     SCALED    
 FL0127* NAVD 88     -       679.046  (meters)    2227.84   (feet)  ADJUSTED  
 FL0127  ___________________________________________________________________
 FL0127  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0127  DYNAMIC HT  -         678.343 (meters)    2225.53  (feet)  COMP
 FL0127  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 FL0127
 FL0127  VERT ORDER  -  FIRST     CLASS II
 FL0127
 FL0127.The horizontal coordinates were scaled from a topographic map and have
 FL0127.an estimated accuracy of +/- 6 seconds.
 FL0127
 FL0127.The orthometric height was determined by differential leveling
 FL0127.and adjusted by the National Geodetic Survey in June 1991..
 FL0127
 FL0127.The geoid height was determined by GEOID03.
 FL0127
 FL0127.The dynamic height is computed by dividing the NAVD 88
 FL0127.geopotential number by the normal gravity value computed on the
 FL0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0127.degrees latitude (g = 980.6199 gals.).
 FL0127
 FL0127.The modeled gravity was interpolated from observed gravity values.
 FL0127
 FL0127;                    North         East    Units  Estimated Accuracy
 FL0127;SPC TX N     - 1,136,980.      326,960.      MT  (+/- 180 meters Scaled)
 FL0127
 FL0127                          SUPERSEDED SURVEY CONTROL
 FL0127
 FL0127  NGVD 29 (??/??/92)  678.778  (m)         2226.96   (f) ADJ UNCH    1 2
 FL0127
 FL0127.Superseded values are not recommended for survey control.
 FL0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0127.See file dsdata.txt to determine how the superseded data were derived.
 FL0127
 FL0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD994987(NAD 83)
 FL0127_MARKER: DB = BENCH MARK DISK
 FL0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0127_SP_SET: PILLAR
 FL0127_STAMPING: B 353 1953
 FL0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0127
 FL0127  HISTORY     - Date     Condition        Report By
 FL0127  HISTORY     - 1953     MONUMENTED       CGS
 FL0127
 FL0127                          STATION DESCRIPTION
 FL0127
 FL0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0127'2.0 MI SW FROM FULLER.
 FL0127'2.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0127'RAILROAD FROM THE STATION SIGN AT FULLER, 4 POLES NORTH OF MILEPOST
 FL0127'656, 106 FEET NORTHEAST OF TRIANGULATION STATION TWIN 1951, 31.6 FEET
 FL0127'EAST OF THE EAST RAIL, 5 FEET ABOVE THE TOP OF THE RAILS, 2.4 FEET
 FL0127'ABOVE THE GROUND, SET VERTICALLY IN THE WEST SIDE OF THE 2ND CONCRETE
 FL0127'PIER WEST OF THE EAST END OF THE OVERPASS OF U.S. HIGHWAY 66, IN THE
 FL0127'SOUTH ONE OF FOUR PILLARS WHICH MAKE UP THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0297 ***********************************************************************
 FL0297  DESIGNATION -  B 354
 FL0297  PID         -  FL0297
 FL0297  STATE/COUNTY-  TX/GRAY
 FL0297  USGS QUAD   -  MC LEAN (1978)
 FL0297
 FL0297                         *CURRENT SURVEY CONTROL
 FL0297  ___________________________________________________________________
 FL0297* NAD 83(1986)-  35 12 24.     (N)    100 33 28.     (W)     SCALED    
 FL0297* NAVD 88     -       842.771  (meters)    2764.99   (feet)  ADJUSTED  
 FL0297  ___________________________________________________________________
 FL0297  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL0297  DYNAMIC HT  -         841.852 (meters)    2761.98  (feet)  COMP
 FL0297  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 FL0297
 FL0297  VERT ORDER  -  FIRST     CLASS II
 FL0297
 FL0297.The horizontal coordinates were scaled from a topographic map and have
 FL0297.an estimated accuracy of +/- 6 seconds.
 FL0297
 FL0297.The orthometric height was determined by differential leveling
 FL0297.and adjusted by the National Geodetic Survey in June 1991..
 FL0297
 FL0297.The geoid height was determined by GEOID03.
 FL0297
 FL0297.The dynamic height is computed by dividing the NAVD 88
 FL0297.geopotential number by the normal gravity value computed on the
 FL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0297.degrees latitude (g = 980.6199 gals.).
 FL0297
 FL0297.The modeled gravity was interpolated from observed gravity values.
 FL0297
 FL0297;                    North         East    Units  Estimated Accuracy
 FL0297;SPC TX N     - 1,134,270.      285,790.      MT  (+/- 180 meters Scaled)
 FL0297
 FL0297                          SUPERSEDED SURVEY CONTROL
 FL0297
 FL0297  NGVD 29 (??/??/92)  842.431  (m)         2763.88   (f) ADJ UNCH    1 2
 FL0297
 FL0297.Superseded values are not recommended for survey control.
 FL0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0297.See file dsdata.txt to determine how the superseded data were derived.
 FL0297
 FL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD582970(NAD 83)
 FL0297_MARKER: DB = BENCH MARK DISK
 FL0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0297_STAMPING: B 354 1953
 FL0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0297+STABILITY: SURFACE MOTION
 FL0297
 FL0297  HISTORY     - Date     Condition        Report By
 FL0297  HISTORY     - 1953     MONUMENTED       CGS
 FL0297
 FL0297                          STATION DESCRIPTION
 FL0297
 FL0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0297'3.25 MI SE FROM MCLEAN.
 FL0297'3.25 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0297'RAILROAD FROM THE STATION AT MCLEAN, 34.5 FEET SOUTHEAST OF MILEPOST
 FL0297'684, 8 POLES NORTHWEST OF A PRIVATE ROAD CROSSING, 46.5 FEET NORTHEAST
 FL0297'OF THE NORTHEAST RAIL, 1.2 FEET SOUTHWEST OF A FENCE, 2.3 FEET
 FL0297'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0297'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0365 ***********************************************************************
 FL0365  DESIGNATION -  B 355
 FL0365  PID         -  FL0365
 FL0365  STATE/COUNTY-  TX/DONLEY
 FL0365  USGS QUAD   -  JERICHO (1964)
 FL0365
 FL0365                         *CURRENT SURVEY CONTROL
 FL0365  ___________________________________________________________________
 FL0365* NAD 83(1986)-  35 10 27.     (N)    100 53 30.     (W)     SCALED    
 FL0365* NAVD 88     -       972.790  (meters)    3191.56   (feet)  ADJUSTED  
 FL0365  ___________________________________________________________________
 FL0365  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL0365  DYNAMIC HT  -         971.677 (meters)    3187.91  (feet)  COMP
 FL0365  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 FL0365
 FL0365  VERT ORDER  -  FIRST     CLASS II
 FL0365
 FL0365.The horizontal coordinates were scaled from a topographic map and have
 FL0365.an estimated accuracy of +/- 6 seconds.
 FL0365
 FL0365.The orthometric height was determined by differential leveling
 FL0365.and adjusted by the National Geodetic Survey in June 1991..
 FL0365.WARNING-Repeat measurements at this control monument indicate possible
 FL0365.vertical movement.
 FL0365
 FL0365.The geoid height was determined by GEOID03.
 FL0365
 FL0365.The dynamic height is computed by dividing the NAVD 88
 FL0365.geopotential number by the normal gravity value computed on the
 FL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0365.degrees latitude (g = 980.6199 gals.).
 FL0365
 FL0365.The modeled gravity was interpolated from observed gravity values.
 FL0365
 FL0365;                    North         East    Units  Estimated Accuracy
 FL0365;SPC TX N     - 1,130,430.      255,410.      MT  (+/- 180 meters Scaled)
 FL0365
 FL0365                          SUPERSEDED SURVEY CONTROL
 FL0365
 FL0365  NGVD 29 (??/??/92)  972.35   (m)         3190.1    (f) COMPUTED    1 2
 FL0365
 FL0365.Superseded values are not recommended for survey control.
 FL0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0365.See file dsdata.txt to determine how the superseded data were derived.
 FL0365
 FL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD277939(NAD 83)
 FL0365_MARKER: DB = BENCH MARK DISK
 FL0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0365_SP_SET: CONCRETE POST
 FL0365_STAMPING: B 355 1953
 FL0365_MARK LOGO: CGS   
 FL0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0365+STABILITY: SURFACE MOTION
 FL0365
 FL0365  HISTORY     - Date     Condition        Report By
 FL0365  HISTORY     - 1953     MONUMENTED       CGS
 FL0365  HISTORY     - 1955     GOOD             NGS
 FL0365  HISTORY     - 1984     GOOD             NGS
 FL0365
 FL0365                          STATION DESCRIPTION
 FL0365
 FL0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0365'1.0 MI E FROM JERICHO.
 FL0365'1.0 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0365'THE STATION SIGN AT JERICHO, 0.25 MILE WEST OF A ROAD CROSSING, 92.6
 FL0365'FEET SOUTH OF MILEPOST 707, 45.6 FEET SOUTH OF THE SOUTH RAIL, 2 FEET
 FL0365'NORTH OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 FL0365'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 FL0365
 FL0365                          STATION RECOVERY (1984)
 FL0365
 FL0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0365'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0365'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0365'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 1.1 KM (0.7 MI)
 FL0365'EAST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD.  ADD=0.3 M
 FL0365'(1.0 FT) NORTH OF A WITHNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0309 ***********************************************************************
 AO0309  DESIGNATION -  B 356
 AO0309  PID         -  AO0309
 AO0309  STATE/COUNTY-  TX/LA SALLE
 AO0309  USGS QUAD   -  COTULLA (1974)
 AO0309
 AO0309                         *CURRENT SURVEY CONTROL
 AO0309  ___________________________________________________________________
 AO0309* NAD 83(1986)-  28 23 52.     (N)    099 11 51.     (W)     SCALED    
 AO0309* NAVD 88     -       120.044  (meters)     393.84   (feet)  POSTED    
 AO0309  ___________________________________________________________________
 AO0309  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AO0309  DYNAMIC HT  -         119.860 (meters)     393.24  (feet)  COMP
 AO0309  MODELED GRAV-     979,135.9   (mgal)                       NAVD 88
 AO0309
 AO0309  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0309
 AO0309.The horizontal coordinates were scaled from a topographic map and have
 AO0309.an estimated accuracy of +/- 6 seconds.
 AO0309
 AO0309.The orthometric height was determined by differential leveling
 AO0309.and adjusted by the National Geodetic Survey in 1992..
 AO0309.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0309.rate of 1.1 thru 2.0 mm/km.
 AO0309
 AO0309.The geoid height was determined by GEOID03.
 AO0309
 AO0309.The dynamic height is computed by dividing the NAVD 88
 AO0309.geopotential number by the normal gravity value computed on the
 AO0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0309.degrees latitude (g = 980.6199 gals.).
 AO0309
 AO0309.The modeled gravity was interpolated from observed gravity values.
 AO0309
 AO0309;                    North         East    Units  Estimated Accuracy
 AO0309;SPC TXSC     - 4,062,580.      580,650.      MT  (+/- 180 meters Scaled)
 AO0309
 AO0309                          SUPERSEDED SURVEY CONTROL
 AO0309
 AO0309  NGVD 29 (??/??/92)  119.941  (m)          393.51   (f) ADJ UNCH    2 0
 AO0309
 AO0309.Superseded values are not recommended for survey control.
 AO0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0309.See file dsdata.txt to determine how the superseded data were derived.
 AO0309
 AO0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS806412(NAD 83)
 AO0309_MARKER: DB = BENCH MARK DISK
 AO0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0309_STAMPING: B-356 1935
 AO0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0309+STABILITY: SURFACE MOTION
 AO0309
 AO0309  HISTORY     - Date     Condition        Report By
 AO0309  HISTORY     - 1935     MONUMENTED       CGS
 AO0309  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0309  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0309
 AO0309                          STATION DESCRIPTION
 AO0309
 AO0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0309'4.1 MI SE FROM COTULLA.
 AO0309'4.1 MILES SOUTHEAST OF AND ALONG RIVER ROAD.  AT A CURVE IN THE ROAD
 AO0309'TO THE S. E.  86 FT. S. E. OF CENTER LINE OF ROAD.  SET IN TOP OF A
 AO0309'CONCRETE POST.
 AO0309
 AO0309                          STATION RECOVERY (1974)
 AO0309
 AO0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0309'MARK NOT FOUND.
 AO0309
 AO0309                          STATION RECOVERY (1997)
 AO0309
 AO0309'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0118 ***********************************************************************
 BA0118  DESIGNATION -  B 358
 BA0118  PID         -  BA0118
 BA0118  STATE/COUNTY-  TX/BREWSTER
 BA0118  USGS QUAD   -  SMOKY CREEK (1971)
 BA0118
 BA0118                         *CURRENT SURVEY CONTROL
 BA0118  ___________________________________________________________________
 BA0118* NAD 83(1986)-  29 03 11.     (N)    103 25 10.     (W)     SCALED    
 BA0118* NAVD 88     -       640.705  (meters)    2102.05   (feet)  ADJUSTED  
 BA0118  ___________________________________________________________________
 BA0118  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BA0118  DYNAMIC HT  -         639.664 (meters)    2098.63  (feet)  COMP
 BA0118  MODELED GRAV-     978,999.0   (mgal)                       NAVD 88
 BA0118
 BA0118  VERT ORDER  -  FIRST     CLASS II
 BA0118
 BA0118.The horizontal coordinates were scaled from a topographic map and have
 BA0118.an estimated accuracy of +/- 6 seconds.
 BA0118
 BA0118.The orthometric height was determined by differential leveling
 BA0118.and adjusted by the National Geodetic Survey in June 1991..
 BA0118
 BA0118.The geoid height was determined by GEOID03.
 BA0118
 BA0118.The dynamic height is computed by dividing the NAVD 88
 BA0118.geopotential number by the normal gravity value computed on the
 BA0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0118.degrees latitude (g = 980.6199 gals.).
 BA0118
 BA0118.The modeled gravity was interpolated from observed gravity values.
 BA0118
 BA0118;                    North         East    Units  Estimated Accuracy
 BA0118;SPC TXSC     - 4,143,310.      169,750.      MT  (+/- 180 meters Scaled)
 BA0118
 BA0118                          SUPERSEDED SURVEY CONTROL
 BA0118
 BA0118  NGVD 29 (??/??/92)  640.302  (m)         2100.72   (f) ADJ UNCH    1 2
 BA0118
 BA0118.Superseded values are not recommended for survey control.
 BA0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0118.See file dsdata.txt to determine how the superseded data were derived.
 BA0118
 BA0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN538148(NAD 83)
 BA0118_MARKER: DB = BENCH MARK DISK
 BA0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0118_STAMPING: B 358 1943
 BA0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0118+STABILITY: SURFACE MOTION
 BA0118
 BA0118  HISTORY     - Date     Condition        Report By
 BA0118  HISTORY     - 1943     MONUMENTED       CGS
 BA0118  HISTORY     - 1958     GOOD             NGS
 BA0118
 BA0118                          STATION DESCRIPTION
 BA0118
 BA0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0118'10.6 MI SE FROM CASTOLON.
 BA0118'ABOUT 10.6 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0118'OFFICE AT CASTOLON, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 117
 BA0118'FEET SOUTHEAST OF THE CROSSING OF A SMALL WASH, 2 FEET WEST OF A WHITE
 BA0118'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 BA0118'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0177 ***********************************************************************
 CE0177  DESIGNATION -  B 359
 CE0177  PID         -  CE0177
 CE0177  STATE/COUNTY-  TX/EL PASO
 CE0177  USGS QUAD   -  HELMS WEST WELL (1995)
 CE0177
 CE0177                         *CURRENT SURVEY CONTROL
 CE0177  ___________________________________________________________________
 CE0177* NAD 83(1986)-  31 49 48.     (N)    106 00 30.     (W)     SCALED    
 CE0177* NAVD 88     -      1445.508  (meters)    4742.47   (feet)  ADJUSTED  
 CE0177  ___________________________________________________________________
 CE0177  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CE0177  DYNAMIC HT  -        1443.280 (meters)    4735.16  (feet)  COMP
 CE0177  MODELED GRAV-     979,047.2   (mgal)                       NAVD 88
 CE0177
 CE0177  VERT ORDER  -  FIRST     CLASS II
 CE0177
 CE0177.The horizontal coordinates were scaled from a topographic map and have
 CE0177.an estimated accuracy of +/- 6 seconds.
 CE0177
 CE0177.The orthometric height was determined by differential leveling
 CE0177.and adjusted by the National Geodetic Survey in June 1991..
 CE0177
 CE0177.The geoid height was determined by GEOID03.
 CE0177
 CE0177.The dynamic height is computed by dividing the NAVD 88
 CE0177.geopotential number by the normal gravity value computed on the
 CE0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0177.degrees latitude (g = 980.6199 gals.).
 CE0177
 CE0177.The modeled gravity was interpolated from observed gravity values.
 CE0177
 CE0177;                    North         East    Units  Estimated Accuracy
 CE0177;SPC TX C     - 3,253,530.      163,010.      MT  (+/- 180 meters Scaled)
 CE0177
 CE0177                          SUPERSEDED SURVEY CONTROL
 CE0177
 CE0177  NGVD 29 (??/??/92) 1444.81   (m)         4740.2    (f) COMPUTED    1 2
 CE0177
 CE0177.Superseded values are not recommended for survey control.
 CE0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0177.See file dsdata.txt to determine how the superseded data were derived.
 CE0177
 CE0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR045220(NAD 83)
 CE0177_MARKER: DB = BENCH MARK DISK
 CE0177_SETTING: 66 = SET IN ROCK OUTCROP
 CE0177_SP_SET: ROCK OUTCROP
 CE0177_STAMPING: B 359 1943
 CE0177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0177+STABILITY: POSITION/ELEVATION WELL
 CE0177
 CE0177  HISTORY     - Date     Condition        Report By
 CE0177  HISTORY     - 1943     MONUMENTED       CGS
 CE0177  HISTORY     - 1958     MARK NOT FOUND   NGS
 CE0177
 CE0177                          STATION DESCRIPTION
 CE0177
 CE0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0177'29.3 MI E FROM EL PASO.
 CE0177'29.3 MILES EAST OF CITY HALL 24.6 MILES EAST OF THE JUNCTION OF LOOP
 CE0177'16 129 FEET WEST OF THE SOUTHWEST END OF A 24-INCH PIPE CULVERT, 44
 CE0177'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTHEAST OF A
 CE0177'HIGHWAY RIGHT-OF-WAY MARKER, IN THE TOP OF A LARGE LIMESTONE OUTCROP,
 CE0177'AND ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD DISK,
 CE0177'STAMPED B 359 1943.  NOTE-- IT IS BELIEVED TO HAVE BEEN DESTROYED IN
 CE0177'HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0323 ***********************************************************************
 CD0323  DESIGNATION -  B 360
 CD0323  PID         -  CD0323
 CD0323  STATE/COUNTY-  TX/CULBERSON
 CD0323  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0323
 CD0323                         *CURRENT SURVEY CONTROL
 CD0323  ___________________________________________________________________
 CD0323* NAD 83(1986)-  31 55 43.     (N)    104 41 30.     (W)     SCALED    
 CD0323* NAVD 88     -      1394.006  (meters)    4573.50   (feet)  ADJUSTED  
 CD0323  ___________________________________________________________________
 CD0323  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CD0323  DYNAMIC HT  -        1391.860 (meters)    4566.46  (feet)  COMP
 CD0323  MODELED GRAV-     979,051.6   (mgal)                       NAVD 88
 CD0323
 CD0323  VERT ORDER  -  FIRST     CLASS II
 CD0323
 CD0323.The horizontal coordinates were scaled from a topographic map and have
 CD0323.an estimated accuracy of +/- 6 seconds.
 CD0323
 CD0323.The orthometric height was determined by differential leveling
 CD0323.and adjusted by the National Geodetic Survey in June 1991..
 CD0323
 CD0323.The geoid height was determined by GEOID03.
 CD0323
 CD0323.The dynamic height is computed by dividing the NAVD 88
 CD0323.geopotential number by the normal gravity value computed on the
 CD0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0323.degrees latitude (g = 980.6199 gals.).
 CD0323
 CD0323.The modeled gravity was interpolated from observed gravity values.
 CD0323
 CD0323;                    North         East    Units  Estimated Accuracy
 CD0323;SPC TX C     - 3,258,830.      287,950.      MT  (+/- 180 meters Scaled)
 CD0323
 CD0323                          SUPERSEDED SURVEY CONTROL
 CD0323
 CD0323  NGVD 29 (??/??/92) 1393.411  (m)         4571.55   (f) ADJ UNCH    1 2
 CD0323
 CD0323.Superseded values are not recommended for survey control.
 CD0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0323.See file dsdata.txt to determine how the superseded data were derived.
 CD0323
 CD0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER291325(NAD 83)
 CD0323_MARKER: DB = BENCH MARK DISK
 CD0323_SETTING: 66 = SET IN ROCK OUTCROP
 CD0323_SP_SET: OUTCROP
 CD0323_STAMPING: B 360 1943
 CD0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0323+STABILITY: POSITION/ELEVATION WELL
 CD0323
 CD0323  HISTORY     - Date     Condition        Report By
 CD0323  HISTORY     - 1943     MONUMENTED       CGS
 CD0323  HISTORY     - 1973     MARK NOT FOUND   USGS
 CD0323  HISTORY     - 1977     GOOD             NGS
 CD0323
 CD0323                          STATION DESCRIPTION
 CD0323
 CD0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0323'121.0 MI E FROM EL PASO.
 CD0323'IN CULBERSON COUNTY, 121.0 MILES EAST OF THE CITY HALL AT EL PASO, EL
 CD0323'PASO COUNTY, 9.6 MILES NORTHEAST ALONG THE 1933 ROUTE OF U.S. HIGHWAY
 CD0323'62 AT PINE SPRINGS, 0.1 MILE NORTHWEST OF A CURVE, 15 FEET SOUTHWEST
 CD0323'OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A LIMESTONE OUTCROP, AND
 CD0323'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED B 360 1943.
 CD0323
 CD0323                          STATION RECOVERY (1973)
 CD0323
 CD0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CD0323'MARK NOT FOUND.
 CD0323
 CD0323                          STATION RECOVERY (1977)
 CD0323
 CD0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0323'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1051 ***********************************************************************
 FL1051  DESIGNATION -  B 361
 FL1051  PID         -  FL1051
 FL1051  STATE/COUNTY-  TX/CARSON
 FL1051  USGS QUAD   -  WASHBURN (1973)
 FL1051
 FL1051                         *CURRENT SURVEY CONTROL
 FL1051  ___________________________________________________________________
 FL1051* NAD 83(1986)-  35 12 32.     (N)    101 30 27.     (W)     SCALED    
 FL1051* NAVD 88     -      1067.197  (meters)    3501.30   (feet)  ADJUSTED  
 FL1051  ___________________________________________________________________
 FL1051  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL1051  DYNAMIC HT  -        1065.929 (meters)    3497.14  (feet)  COMP
 FL1051  MODELED GRAV-     979,408.9   (mgal)                       NAVD 88
 FL1051
 FL1051  VERT ORDER  -  FIRST     CLASS II
 FL1051
 FL1051.The horizontal coordinates were scaled from a topographic map and have
 FL1051.an estimated accuracy of +/- 6 seconds.
 FL1051
 FL1051.The orthometric height was determined by differential leveling
 FL1051.and adjusted by the National Geodetic Survey in June 1991..
 FL1051
 FL1051.The geoid height was determined by GEOID03.
 FL1051
 FL1051.The dynamic height is computed by dividing the NAVD 88
 FL1051.geopotential number by the normal gravity value computed on the
 FL1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1051.degrees latitude (g = 980.6199 gals.).
 FL1051
 FL1051.The modeled gravity was interpolated from observed gravity values.
 FL1051
 FL1051;                    North         East    Units  Estimated Accuracy
 FL1051;SPC TX N     - 1,134,110.      199,320.      MT  (+/- 180 meters Scaled)
 FL1051
 FL1051                          SUPERSEDED SURVEY CONTROL
 FL1051
 FL1051  NGVD 29 (??/??/92) 1066.682  (m)         3499.61   (f) ADJ UNCH    1 2
 FL1051
 FL1051.Superseded values are not recommended for survey control.
 FL1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1051.See file dsdata.txt to determine how the superseded data were derived.
 FL1051
 FL1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD717990(NAD 83)
 FL1051_MARKER: DB = BENCH MARK DISK
 FL1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1051_STAMPING: B 361 1943
 FL1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1051+STABILITY: SURFACE MOTION
 FL1051
 FL1051  HISTORY     - Date     Condition        Report By
 FL1051  HISTORY     - 1943     MONUMENTED       CGS
 FL1051  HISTORY     - 1980     MARK NOT FOUND   USGS
 FL1051  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1051
 FL1051                          STATION DESCRIPTION
 FL1051
 FL1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1051'1.6 MI E FROM YARNALL.
 FL1051'1.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL1051'FROM THE STATION AT YARNALL, CARSON COUNTY, NEAR MILEPOST 742, AT THE
 FL1051'WEST END OF BRIDGE 7420, 42 FEET SOUTH OF THE SOUTH RAIL, 4 FEET
 FL1051'NORTHWEST OF A FENCE CORNER, AND 2.5 FEET EAST OF A WHITE WOODEN
 FL1051'WITNESS POST.  A STANDARD DISK, STAMPED B 361 1943 AND SET IN THE TOP
 FL1051'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FL1051
 FL1051                          STATION RECOVERY (1980)
 FL1051
 FL1051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FL1051'MARK NOT FOUND.
 FL1051
 FL1051                          STATION RECOVERY (1984)
 FL1051
 FL1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0475 ***********************************************************************
 EN0475  DESIGNATION -  B 362
 EN0475  PID         -  EN0475
 EN0475  STATE/COUNTY-  TX/ARMSTRONG
 EN0475  USGS QUAD   -  PONY FLATS (1984)
 EN0475
 EN0475                         *CURRENT SURVEY CONTROL
 EN0475  ___________________________________________________________________
 EN0475* NAD 83(1986)-  34 54 39.     (N)    101 35 47.     (W)     SCALED    
 EN0475* NAVD 88     -       822.108  (meters)    2697.20   (feet)  ADJUSTED  
 EN0475  ___________________________________________________________________
 EN0475  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 EN0475  DYNAMIC HT  -         821.121 (meters)    2693.96  (feet)  COMP
 EN0475  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 EN0475
 EN0475  VERT ORDER  -  SECOND    CLASS 0
 EN0475
 EN0475.The horizontal coordinates were scaled from a topographic map and have
 EN0475.an estimated accuracy of +/- 6 seconds.
 EN0475
 EN0475.The orthometric height was determined by differential leveling
 EN0475.and adjusted by the National Geodetic Survey in June 1991..
 EN0475
 EN0475.The geoid height was determined by GEOID03.
 EN0475
 EN0475.The dynamic height is computed by dividing the NAVD 88
 EN0475.geopotential number by the normal gravity value computed on the
 EN0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0475.degrees latitude (g = 980.6199 gals.).
 EN0475
 EN0475.The modeled gravity was interpolated from observed gravity values.
 EN0475
 EN0475;                    North         East    Units  Estimated Accuracy
 EN0475;SPC TX N     - 1,101,050.      191,190.      MT  (+/- 180 meters Scaled)
 EN0475
 EN0475                          SUPERSEDED SURVEY CONTROL
 EN0475
 EN0475  NGVD 29 (??/??/92)  821.649  (m)         2695.69   (f) ADJ UNCH    2 0
 EN0475
 EN0475.Superseded values are not recommended for survey control.
 EN0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0475.See file dsdata.txt to determine how the superseded data were derived.
 EN0475
 EN0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD627662(NAD 83)
 EN0475_MARKER: DB = BENCH MARK DISK
 EN0475_SETTING: 66 = SET IN ROCK OUTCROP
 EN0475_SP_SET: ROCK LEDGE
 EN0475_STAMPING: B 362 1943
 EN0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0475+STABILITY: POSITION/ELEVATION WELL
 EN0475
 EN0475  HISTORY     - Date     Condition        Report By
 EN0475  HISTORY     - 1943     MONUMENTED       CGS
 EN0475  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0475
 EN0475                          STATION DESCRIPTION
 EN0475
 EN0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0475'22.7 MI E FROM CANYON.
 EN0475'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0475'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 2.7 MILES EAST
 EN0475'ALONG TRAILS LEADING DOWN PALO DURO CANYON.  NEAR THE SOUTH END OF A
 EN0475'ROCKY BLUFF ON THE NORTHEAST SIDE OF THE CANYON, 65 FEET SOUTH OF AN
 EN0475'EAST-AND-WEST WIRE FENCE ACROSS THE CREEK BED, IN THE FACE OF A ROCK
 EN0475'LEDGE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE STREAM.  A STANDARD
 EN0475'DISK, STAMPED B 362 1943 AND SET VERTICALLY.
 EN0475
 EN0475                          STATION RECOVERY (1980)
 EN0475
 EN0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1253 ***********************************************************************
 FL1253  DESIGNATION -  B 363
 FL1253  PID         -  FL1253
 FL1253  STATE/COUNTY-  TX/RANDALL
 FL1253  USGS QUAD   -  THE PALISADES (1973)
 FL1253
 FL1253                         *CURRENT SURVEY CONTROL
 FL1253  ___________________________________________________________________
 FL1253* NAD 83(1986)-  35 06 20.     (N)    101 50 53.     (W)     SCALED    
 FL1253* NAVD 88     -      1105.378  (meters)    3626.56   (feet)  ADJUSTED  
 FL1253  ___________________________________________________________________
 FL1253  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FL1253  DYNAMIC HT  -        1104.053 (meters)    3622.21  (feet)  COMP
 FL1253  MODELED GRAV-     979,397.5   (mgal)                       NAVD 88
 FL1253
 FL1253  VERT ORDER  -  SECOND    CLASS 0
 FL1253
 FL1253.The horizontal coordinates were scaled from a topographic map and have
 FL1253.an estimated accuracy of +/- 6 seconds.
 FL1253
 FL1253.The orthometric height was determined by differential leveling
 FL1253.and adjusted by the National Geodetic Survey in June 1991..
 FL1253
 FL1253.The geoid height was determined by GEOID03.
 FL1253
 FL1253.The dynamic height is computed by dividing the NAVD 88
 FL1253.geopotential number by the normal gravity value computed on the
 FL1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1253.degrees latitude (g = 980.6199 gals.).
 FL1253
 FL1253.The modeled gravity was interpolated from observed gravity values.
 FL1253
 FL1253;                    North         East    Units  Estimated Accuracy
 FL1253;SPC TX N     - 1,122,700.      168,270.      MT  (+/- 180 meters Scaled)
 FL1253
 FL1253                          SUPERSEDED SURVEY CONTROL
 FL1253
 FL1253  NGVD 29 (??/??/92) 1104.885  (m)         3624.94   (f) ADJ UNCH    2 0
 FL1253
 FL1253.Superseded values are not recommended for survey control.
 FL1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1253.See file dsdata.txt to determine how the superseded data were derived.
 FL1253
 FL1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD404884(NAD 83)
 FL1253_MARKER: DB = BENCH MARK DISK
 FL1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1253_STAMPING: B 363 1943
 FL1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1253+STABILITY: SURFACE MOTION
 FL1253
 FL1253  HISTORY     - Date     Condition        Report By
 FL1253  HISTORY     - 1943     MONUMENTED       CGS
 FL1253  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1253
 FL1253                          STATION DESCRIPTION
 FL1253
 FL1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1253'13 MI NE FROM CANYON.
 FL1253'4.6 MILES EAST ALONG STATE HIGHWAY 217 (PALO DURO DRIVE) FROM THE
 FL1253'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 8.4 MILES NORTH
 FL1253'ALONG A GRADED ROAD.  1.0 MILE EAST AND 1.0 MILE NORTH OF THE PUBLIC
 FL1253'SCHOOL AT ZITA, 0.5 MILE WEST OF A LAKE, 0.3 MILE EAST OF A FARMHOUSE,
 FL1253'AT A ROAD INTERSECTION, 46 FEET WEST OF THE CENTERLINE OF THE
 FL1253'NORTH-AND-SOUTH ROAD, 27 FEET SOUTH OF THE CENTERLINE OF THE
 FL1253'EAST-AND-WEST ROAD, AND 1-1/2 FEET EAST OF A POWER POLE.  A STANDARD
 FL1253'DISK, STAMPED B 363 1943 AND SET IN THE TOP OF A CONCRETE POST
 FL1253'PROJECTING 4 INCHES ABOVE GROUND.
 FL1253
 FL1253                          STATION RECOVERY (1984)
 FL1253
 FL1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0222 ***********************************************************************
 CV0222  DESIGNATION -  B 364
 CV0222  PID         -  CV0222
 CV0222  STATE/COUNTY-  TX/GAINES
 CV0222  USGS QUAD   -  SEAGRAVES (1970)
 CV0222
 CV0222                         *CURRENT SURVEY CONTROL
 CV0222  ___________________________________________________________________
 CV0222* NAD 83(1986)-  32 56 39.     (N)    102 35 47.     (W)     SCALED    
 CV0222* NAVD 88     -      1028.435  (meters)    3374.12   (feet)  ADJUSTED  
 CV0222  ___________________________________________________________________
 CV0222  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 CV0222  DYNAMIC HT  -        1027.071 (meters)    3369.65  (feet)  COMP
 CV0222  MODELED GRAV-     979,275.7   (mgal)                       NAVD 88
 CV0222
 CV0222  VERT ORDER  -  SECOND    CLASS 0
 CV0222
 CV0222.The horizontal coordinates were scaled from a topographic map and have
 CV0222.an estimated accuracy of +/- 6 seconds.
 CV0222
 CV0222.The orthometric height was determined by differential leveling
 CV0222.and adjusted by the National Geodetic Survey in June 1991..
 CV0222
 CV0222.The geoid height was determined by GEOID03.
 CV0222
 CV0222.The dynamic height is computed by dividing the NAVD 88
 CV0222.geopotential number by the normal gravity value computed on the
 CV0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0222.degrees latitude (g = 980.6199 gals.).
 CV0222
 CV0222.The modeled gravity was interpolated from observed gravity values.
 CV0222
 CV0222;                    North         East    Units  Estimated Accuracy
 CV0222;SPC TXNC     - 2,149,130.      217,080.      MT  (+/- 180 meters Scaled)
 CV0222
 CV0222                          SUPERSEDED SURVEY CONTROL
 CV0222
 CV0222  NGVD 29 (??/??/92) 1028.116  (m)         3373.08   (f) ADJ UNCH    2 0
 CV0222
 CV0222.Superseded values are not recommended for survey control.
 CV0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0222.See file dsdata.txt to determine how the superseded data were derived.
 CV0222
 CV0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS247476(NAD 83)
 CV0222_MARKER: DB = BENCH MARK DISK
 CV0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0222_SP_SET: CULVERT
 CV0222_STAMPING: B 364 1943
 CV0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0222
 CV0222  HISTORY     - Date     Condition        Report By
 CV0222  HISTORY     - 1943     MONUMENTED       CGS
 CV0222  HISTORY     - 1964     GOOD             LOCENG
 CV0222  HISTORY     - 1973     GOOD             NGS
 CV0222
 CV0222                          STATION DESCRIPTION
 CV0222
 CV0222'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 CV0222'2.3 MI W FROM SEAGRAVES.
 CV0222'2.3 MILES WEST ALONG STATE HIGHWAY 83 FROM THE PANHANDLE SANTA FE
 CV0222'RAILWAY STATION AT SEAGRAVES, GAINES COUNTY, 21.5 FEET NORTH OF THE
 CV0222'CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE EAST END OF THE NORTH
 CV0222'HEADWALL OF A 12 FOOT CULVERT, AND 24 INCHES WEST OF THE EAST END OF
 CV0222'THE CULVERT.  A STANDARD DISK, STAMPED B 364 1943.
 CV0222
 CV0222                          STATION RECOVERY (1973)
 CV0222
 CV0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CV0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0223 ***********************************************************************
 CV0223  DESIGNATION -  B 364 RESET 1973
 CV0223  PID         -  CV0223
 CV0223  STATE/COUNTY-  TX/GAINES
 CV0223  USGS QUAD   -  SEAGRAVES (1970)
 CV0223
 CV0223                         *CURRENT SURVEY CONTROL
 CV0223  ___________________________________________________________________
 CV0223* NAD 83(1986)-  32 56 39.     (N)    102 35 47.     (W)     SCALED    
 CV0223* NAVD 88     -      1028.16   (+/-2cm)    3373.2    (feet)  VERTCON   
 CV0223  ___________________________________________________________________
 CV0223  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 CV0223
 CV0223  VERT ORDER  -  THIRD (See Below)
 CV0223
 CV0223.The horizontal coordinates were scaled from a topographic map and have
 CV0223.an estimated accuracy of +/- 6 seconds.
 CV0223
 CV0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0223.The vertical order pertains to the NGVD 29 superseded value.
 CV0223
 CV0223.The geoid height was determined by GEOID03.
 CV0223
 CV0223;                    North         East    Units  Estimated Accuracy
 CV0223;SPC TXNC     - 2,149,130.      217,080.      MT  (+/- 180 meters Scaled)
 CV0223
 CV0223                          SUPERSEDED SURVEY CONTROL
 CV0223
 CV0223  NGVD 29 (01/29/03) 1027.84   (m)         3372.2    (f) RESET       3  
 CV0223
 CV0223.Superseded values are not recommended for survey control.
 CV0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0223.See file dsdata.txt to determine how the superseded data were derived.
 CV0223
 CV0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS247476(NAD 83)
 CV0223_MARKER: DB = BENCH MARK DISK
 CV0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0223_SP_SET: CULVERT
 CV0223_STAMPING: B 364 RESET 1973
 CV0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0223
 CV0223  HISTORY     - Date     Condition        Report By
 CV0223  HISTORY     - 1973     MONUMENTED       NGS
 CV0223  HISTORY     - 1974     GOOD             NGS
 CV0223
 CV0223                          STATION DESCRIPTION
 CV0223
 CV0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CV0223'2.0 MI W FROM SEAGRAVES.
 CV0223'FROM THE INTERSECTION OF U.S. HIGHWAYS 62 AND 385 AND STATE HIGHWAY
 CV0223'83, IN SEAGRAVES.  GO WEST ON STATE HIGHWAY 83 FOR 2.2 MILES TO
 CV0223'CULVERT, AND MARK IN THE APPROXIMATE CENTER OF THE NORTH HEADWALL OF
 CV0223'CULVERT.  MARK IS A STANDARD DISK, SET IN THE APPROXIMATE CENTER OF
 CV0223'HEADWALL AND IS STAMPED B 364 RESET 1973.  IT IS ABOUT THE SAME
 CV0223'ELEVATION AS THE ROAD-BED OF HIGHWAY AND IS 32 FEET NORTH OF THE
 CV0223'CENTER-LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0177 ***********************************************************************
 DQ0177  DESIGNATION -  B 365
 DQ0177  PID         -  DQ0177
 DQ0177  STATE/COUNTY-  TX/YOAKUM
 DQ0177  USGS QUAD   -  INK BASIN (1971)
 DQ0177
 DQ0177                         *CURRENT SURVEY CONTROL
 DQ0177  ___________________________________________________________________
 DQ0177* NAD 83(1986)-  33 05 43.     (N)    102 53 15.     (W)     SCALED    
 DQ0177* NAVD 88     -      1112.823  (meters)    3650.99   (feet)  ADJUSTED  
 DQ0177  ___________________________________________________________________
 DQ0177  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 DQ0177  DYNAMIC HT  -        1111.339 (meters)    3646.12  (feet)  COMP
 DQ0177  MODELED GRAV-     979,264.4   (mgal)                       NAVD 88
 DQ0177
 DQ0177  VERT ORDER  -  SECOND    CLASS 0
 DQ0177
 DQ0177.The horizontal coordinates were scaled from a topographic map and have
 DQ0177.an estimated accuracy of +/- 6 seconds.
 DQ0177
 DQ0177.The orthometric height was determined by differential leveling
 DQ0177.and adjusted by the National Geodetic Survey in June 1991..
 DQ0177
 DQ0177.The geoid height was determined by GEOID03.
 DQ0177
 DQ0177.The dynamic height is computed by dividing the NAVD 88
 DQ0177.geopotential number by the normal gravity value computed on the
 DQ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0177.degrees latitude (g = 980.6199 gals.).
 DQ0177
 DQ0177.The modeled gravity was interpolated from observed gravity values.
 DQ0177
 DQ0177;                    North         East    Units  Estimated Accuracy
 DQ0177;SPC TXNC     - 2,166,970.      190,590.      MT  (+/- 180 meters Scaled)
 DQ0177
 DQ0177                          SUPERSEDED SURVEY CONTROL
 DQ0177
 DQ0177  NGVD 29 (??/??/92) 1112.42   (m)         3649.7    (f) COMPUTED    2 0
 DQ0177
 DQ0177.Superseded values are not recommended for survey control.
 DQ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0177.See file dsdata.txt to determine how the superseded data were derived.
 DQ0177
 DQ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS971638(NAD 83)
 DQ0177_MARKER: DB = BENCH MARK DISK
 DQ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0177_STAMPING: B 365 1943
 DQ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0177+STABILITY: SURFACE MOTION
 DQ0177
 DQ0177  HISTORY     - Date     Condition        Report By
 DQ0177  HISTORY     - 1943     MONUMENTED       CGS
 DQ0177
 DQ0177                          STATION DESCRIPTION
 DQ0177
 DQ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0177'7.7 MI N FROM ALLRED.
 DQ0177'THIS MARK IS ABOUT 7.7 MILES NORTH OF THE POST OFFICE AT ALLRED,
 DQ0177'YOAKUM COUNTY, SET AT A DIM ROAD RUNNING EAST, 52.0 FEET NORTH OF THE
 DQ0177'CENTER LINE OF THE ROAD RUNNING EAST, 45.0 FEET EAST OF THE CENTER
 DQ0177'LINE OF THE MAIN ROAD, PROJECTING ABOUT 7-INCHES ABOVE THE GROUND, 2.0
 DQ0177'FEET WEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0178 ***********************************************************************
 DQ0178  DESIGNATION -  B 365 RESET 1953
 DQ0178  PID         -  DQ0178
 DQ0178  STATE/COUNTY-  TX/YOAKUM
 DQ0178  USGS QUAD   -  INK BASIN (1971)
 DQ0178
 DQ0178                         *CURRENT SURVEY CONTROL
 DQ0178  ___________________________________________________________________
 DQ0178* NAD 83(1986)-  33 05 43.     (N)    102 53 15.     (W)     SCALED    
 DQ0178* NAVD 88     -      1113.14   (meters)    3652.0    (feet)  RESET     
 DQ0178  ___________________________________________________________________
 DQ0178  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 DQ0178
 DQ0178  VERT ORDER  -  THIRD
 DQ0178
 DQ0178.The horizontal coordinates were scaled from a topographic map and have
 DQ0178.an estimated accuracy of +/- 6 seconds.
 DQ0178
 DQ0178.The orthometric height was computed from unverified reset data.
 DQ0178
 DQ0178.The geoid height was determined by GEOID03.
 DQ0178
 DQ0178;                    North         East    Units  Estimated Accuracy
 DQ0178;SPC TXNC     - 2,166,970.      190,590.      MT  (+/- 180 meters Scaled)
 DQ0178
 DQ0178                          SUPERSEDED SURVEY CONTROL
 DQ0178
 DQ0178.No superseded survey control is available for this station.
 DQ0178
 DQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS971638(NAD 83)
 DQ0178_MARKER: DB = BENCH MARK DISK
 DQ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0178_STAMPING: B 365 RESET 1953
 DQ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0178+STABILITY: SURFACE MOTION
 DQ0178
 DQ0178  HISTORY     - Date     Condition        Report By
 DQ0178  HISTORY     - 1953     MONUMENTED       TXHD
 DQ0178  HISTORY     - 1954     GOOD             TXHD
 DQ0178
 DQ0178                          STATION DESCRIPTION
 DQ0178
 DQ0178'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 DQ0178'7.7 MI N FROM ALLRED.
 DQ0178'7.7 MILES NORTH ALONG THE ROAD LEADING TO PLAINS FROM THE POST OFFICE
 DQ0178'AT ALLRED, AT A DIM ROAD LEADING EAST, 52 FEET NORTH OF THE CENTERLINE
 DQ0178'OF THE ROAD LEADING EAST, 45 FEET EAST OF THE CENTERLINE OF THE MAIN
 DQ0178'ROAD, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0130 ***********************************************************************
 DQ0130  DESIGNATION -  B 366
 DQ0130  PID         -  DQ0130
 DQ0130  STATE/COUNTY-  TX/TERRY
 DQ0130  USGS QUAD   -  NORTH OF TOKIO (1981)
 DQ0130
 DQ0130                         *CURRENT SURVEY CONTROL
 DQ0130  ___________________________________________________________________
 DQ0130* NAD 83(1986)-  33 16 40.     (N)    102 35 38.     (W)     SCALED    
 DQ0130* NAVD 88     -      1076.094  (meters)    3530.49   (feet)  ADJUSTED  
 DQ0130  ___________________________________________________________________
 DQ0130  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DQ0130  DYNAMIC HT  -        1074.673 (meters)    3525.82  (feet)  COMP
 DQ0130  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 DQ0130
 DQ0130  VERT ORDER  -  SECOND    CLASS 0
 DQ0130
 DQ0130.The horizontal coordinates were scaled from a topographic map and have
 DQ0130.an estimated accuracy of +/- 6 seconds.
 DQ0130
 DQ0130.The orthometric height was determined by differential leveling
 DQ0130.and adjusted by the National Geodetic Survey in June 1991..
 DQ0130
 DQ0130.The geoid height was determined by GEOID03.
 DQ0130
 DQ0130.The dynamic height is computed by dividing the NAVD 88
 DQ0130.geopotential number by the normal gravity value computed on the
 DQ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0130.degrees latitude (g = 980.6199 gals.).
 DQ0130
 DQ0130.The modeled gravity was interpolated from observed gravity values.
 DQ0130
 DQ0130;                    North         East    Units  Estimated Accuracy
 DQ0130;SPC TXNC     - 2,186,090.      218,760.      MT  (+/- 180 meters Scaled)
 DQ0130
 DQ0130                          SUPERSEDED SURVEY CONTROL
 DQ0130
 DQ0130  NGVD 29 (??/??/92) 1075.701  (m)         3529.20   (f) ADJ UNCH    2 0
 DQ0130
 DQ0130.Superseded values are not recommended for survey control.
 DQ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0130.See file dsdata.txt to determine how the superseded data were derived.
 DQ0130
 DQ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS240846(NAD 83)
 DQ0130_MARKER: DB = BENCH MARK DISK
 DQ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0130_STAMPING: B 366 1943
 DQ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0130+STABILITY: SURFACE MOTION
 DQ0130
 DQ0130  HISTORY     - Date     Condition        Report By
 DQ0130  HISTORY     - 1943     MONUMENTED       CGS
 DQ0130
 DQ0130                          STATION DESCRIPTION
 DQ0130
 DQ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0130'9.7 MI NW FROM TOKIO.
 DQ0130'THIS MARK IS ABOUT 1.9 MILES WEST ALONG U.S. HIGHWAY 380 AND 62 AND
 DQ0130'ABOUT 7.8 MILES NORTH ALONG THE COUNTY LINE ROAD FROM TOKIO, TERRY
 DQ0130'COUNTY, SET AT THE SOUTHEAST CORNER OF A FENCE, 2.0 FEET SOUTH OF A
 DQ0130'FENCE RUNNING EAST-WEST, 6.0 FEET WEST OF THE CORNER FENCE POST, 26.0
 DQ0130'FEET WEST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 4-INCHES
 DQ0130'ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0215 ***********************************************************************
 DQ0215  DESIGNATION -  B 367
 DQ0215  PID         -  DQ0215
 DQ0215  STATE/COUNTY-  TX/COCHRAN
 DQ0215  USGS QUAD   -  WHITEFACE SW (1970)
 DQ0215
 DQ0215                         *CURRENT SURVEY CONTROL
 DQ0215  ___________________________________________________________________
 DQ0215* NAD 83(1986)-  33 36 36.     (N)    102 39 35.     (W)     SCALED    
 DQ0215* NAVD 88     -      1130.202  (meters)    3708.00   (feet)  ADJUSTED  
 DQ0215  ___________________________________________________________________
 DQ0215  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 DQ0215  DYNAMIC HT  -        1128.718 (meters)    3703.14  (feet)  COMP
 DQ0215  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 DQ0215
 DQ0215  VERT ORDER  -  SECOND    CLASS 0
 DQ0215
 DQ0215.The horizontal coordinates were scaled from a topographic map and have
 DQ0215.an estimated accuracy of +/- 6 seconds.
 DQ0215
 DQ0215.The orthometric height was determined by differential leveling
 DQ0215.and adjusted by the National Geodetic Survey in June 1991..
 DQ0215
 DQ0215.The geoid height was determined by GEOID03.
 DQ0215
 DQ0215.The dynamic height is computed by dividing the NAVD 88
 DQ0215.geopotential number by the normal gravity value computed on the
 DQ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0215.degrees latitude (g = 980.6199 gals.).
 DQ0215
 DQ0215.The modeled gravity was interpolated from observed gravity values.
 DQ0215
 DQ0215;                    North         East    Units  Estimated Accuracy
 DQ0215;SPC TXNC     - 2,223,140.      214,090.      MT  (+/- 180 meters Scaled)
 DQ0215
 DQ0215                          SUPERSEDED SURVEY CONTROL
 DQ0215
 DQ0215  NGVD 29 (??/??/92) 1129.795  (m)         3706.67   (f) ADJ UNCH    2 0
 DQ0215
 DQ0215.Superseded values are not recommended for survey control.
 DQ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0215.See file dsdata.txt to determine how the superseded data were derived.
 DQ0215
 DQ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT171213(NAD 83)
 DQ0215_MARKER: DB = BENCH MARK DISK
 DQ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0215_STAMPING: B 367 1943
 DQ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0215+STABILITY: SURFACE MOTION
 DQ0215
 DQ0215  HISTORY     - Date     Condition        Report By
 DQ0215  HISTORY     - 1943     MONUMENTED       CGS
 DQ0215
 DQ0215                          STATION DESCRIPTION
 DQ0215
 DQ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0215'8.5 MI E FROM LEHMAN.
 DQ0215'8.5 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0215'STATION AT LEHMAN, COCHRAN COUNTY, 2.6 MILES WEST OF THE STATION AT
 DQ0215'WHITEFACE, AT MILEPOST 42, 43 FEET NORTH OF THE IRON-RAIL MILEPOST, 51
 DQ0215'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 36 FEET WEST OF A POLE, 22
 DQ0215'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 2 FEET EAST OF A WHITE
 DQ0215'WOODEN WITNESS POST, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 DQ0215'DISK, STAMPED B 367 1943 AND SET IN THE TOP OF A CONCRETE POST
 DQ0215'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0855 ***********************************************************************
 AY0855  DESIGNATION -  B 37
 AY0855  PID         -  AY0855
 AY0855  STATE/COUNTY-  TX/FRIO
 AY0855  USGS QUAD   -  GHOST HILL (1982)
 AY0855
 AY0855                         *CURRENT SURVEY CONTROL
 AY0855  ___________________________________________________________________
 AY0855* NAD 83(1986)-  29 05 20.     (N)    098 57 21.     (W)     SCALED    
 AY0855* NAVD 88     -       191.681  (meters)     628.87   (feet)  ADJUSTED  
 AY0855  ___________________________________________________________________
 AY0855  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AY0855  DYNAMIC HT  -         191.407 (meters)     627.97  (feet)  COMP
 AY0855  MODELED GRAV-     979,209.1   (mgal)                       NAVD 88
 AY0855
 AY0855  VERT ORDER  -  FIRST     CLASS II
 AY0855
 AY0855.The horizontal coordinates were scaled from a topographic map and have
 AY0855.an estimated accuracy of +/- 6 seconds.
 AY0855
 AY0855.The orthometric height was determined by differential leveling
 AY0855.and adjusted by the National Geodetic Survey in June 1991..
 AY0855
 AY0855.The geoid height was determined by GEOID03.
 AY0855
 AY0855.The dynamic height is computed by dividing the NAVD 88
 AY0855.geopotential number by the normal gravity value computed on the
 AY0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0855.degrees latitude (g = 980.6199 gals.).
 AY0855
 AY0855.The modeled gravity was interpolated from observed gravity values.
 AY0855
 AY0855;                    North         East    Units  Estimated Accuracy
 AY0855;SPC TXSC     - 4,139,150.      604,300.      MT  (+/- 180 meters Scaled)
 AY0855
 AY0855                          SUPERSEDED SURVEY CONTROL
 AY0855
 AY0855  NGVD 29 (??/??/92)  191.566  (m)          628.50   (f) ADJ UNCH    1 2
 AY0855
 AY0855.Superseded values are not recommended for survey control.
 AY0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0855.See file dsdata.txt to determine how the superseded data were derived.
 AY0855
 AY0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT042178(NAD 83)
 AY0855_MARKER: DB = BENCH MARK DISK
 AY0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0855_SP_SET: STONE
 AY0855_STAMPING: B 37 1917 ELEV 628.66 FT
 AY0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0855+STABILITY: SURFACE MOTION
 AY0855
 AY0855  HISTORY     - Date     Condition        Report By
 AY0855  HISTORY     - 1917     MONUMENTED       CGS
 AY0855  HISTORY     - 1956     GOOD             NGS
 AY0855  HISTORY     - 19950323 MARK NOT FOUND   USPSQD
 AY0855
 AY0855                          STATION DESCRIPTION
 AY0855
 AY0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0855'4.7 MI SW FROM DEVINE.
 AY0855'4.7 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0855'RAILROAD FROM THE STATION AT DEVINE, 0.15 MILE SOUTHWEST OF THE FRIO
 AY0855'AND MEDINA COUNTY LINE, 2 POLES NORTHEAST OF MILEPOST 296, 44 FEET
 AY0855'NORTHWEST OF THE NORTHWEST RAIL, 74 FEET SOUTHEAST OF THE CENTER LINE
 AY0855'OF U.S. HIGHWAY 81, 9.6 FEET NORTHEAST OF A TELEPHONE POLE, 1.6 FEET
 AY0855'SOUTHEAST OF A WITNESS POST, 1.0 MILE NORTHEAST OF BENCH MARK S 1075,
 AY0855'SET IN THE TOP OF A STONE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 AY0855'GROUND.
 AY0855
 AY0855                          STATION RECOVERY (1995)
 AY0855
 AY0855'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0089 ***********************************************************************
 FM0089  DESIGNATION -  B 371
 FM0089  PID         -  FM0089
 FM0089  STATE/COUNTY-  TX/HARTLEY
 FM0089  USGS QUAD   -  MORAN RANCH (1963)
 FM0089
 FM0089                         *CURRENT SURVEY CONTROL
 FM0089  ___________________________________________________________________
 FM0089* NAD 83(1986)-  35 58 05.     (N)    102 13 48.     (W)     SCALED    
 FM0089* NAVD 88     -      1176.912  (meters)    3861.25   (feet)  ADJUSTED  
 FM0089  ___________________________________________________________________
 FM0089  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FM0089  DYNAMIC HT  -        1175.545 (meters)    3856.77  (feet)  COMP
 FM0089  MODELED GRAV-     979,431.2   (mgal)                       NAVD 88
 FM0089
 FM0089  VERT ORDER  -  SECOND    CLASS 0
 FM0089
 FM0089.The horizontal coordinates were scaled from a topographic map and have
 FM0089.an estimated accuracy of +/- 6 seconds.
 FM0089
 FM0089.The orthometric height was determined by differential leveling
 FM0089.and adjusted by the National Geodetic Survey in June 1991..
 FM0089.WARNING-Repeat measurements at this control monument indicate possible
 FM0089.vertical movement.
 FM0089
 FM0089.The geoid height was determined by GEOID03.
 FM0089
 FM0089.The dynamic height is computed by dividing the NAVD 88
 FM0089.geopotential number by the normal gravity value computed on the
 FM0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0089.degrees latitude (g = 980.6199 gals.).
 FM0089
 FM0089.The modeled gravity was interpolated from observed gravity values.
 FM0089
 FM0089;                    North         East    Units  Estimated Accuracy
 FM0089;SPC TX N     - 1,218,580.      134,160.      MT  (+/- 180 meters Scaled)
 FM0089
 FM0089                          SUPERSEDED SURVEY CONTROL
 FM0089
 FM0089  NGVD 29 (??/??/92) 1176.369  (m)         3859.47   (f) ADJ UNCH    2 0
 FM0089
 FM0089.Superseded values are not recommended for survey control.
 FM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0089.See file dsdata.txt to determine how the superseded data were derived.
 FM0089
 FM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV497839(NAD 83)
 FM0089_MARKER: DB = BENCH MARK DISK
 FM0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0089_STAMPING: B-371 1943
 FM0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0089+STABILITY: SURFACE MOTION
 FM0089
 FM0089  HISTORY     - Date     Condition        Report By
 FM0089  HISTORY     - 1943     MONUMENTED       CGS
 FM0089  HISTORY     - 1963     GOOD             USGS
 FM0089
 FM0089                          STATION DESCRIPTION
 FM0089
 FM0089'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FM0089'16.5 MI NE FROM HARTLEY.
 FM0089'POST OFFICE.  8.5 MILES EAST OF ALONG US HIGHWAY 87 FROM HARTLEY,
 FM0089'HARTLEY CO., THENCE 7.0 MILES NORTH ALONG A GRADED ROAD TO A T-ROAD
 FM0089'EAST.  THENCE 1.0 MILES EAST.  45 FEET SOUTH OF ROAD.  1.4 FEET WEST
 FM0089'OF A FENCE LEADING SOUTH.  A STANDARD DISK STAMPED B-371 1943 AND SET
 FM0089'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0223 ***********************************************************************
 GL0223  DESIGNATION -  B 372
 GL0223  PID         -  GL0223
 GL0223  STATE/COUNTY-  TX/SHERMAN
 GL0223  USGS QUAD   -  LAUTZ (1965)
 GL0223
 GL0223                         *CURRENT SURVEY CONTROL
 GL0223  ___________________________________________________________________
 GL0223* NAD 83(1993)-  36 09 28.92369(N)    102 01 35.12322(W)     ADJUSTED  
 GL0223* NAVD 88     -      1097.183  (meters)    3599.67   (feet)  ADJUSTED  
 GL0223  ___________________________________________________________________
 GL0223  X           -  -1,074,430.320 (meters)                     COMP
 GL0223  Y           -  -5,043,359.484 (meters)                     COMP
 GL0223  Z           -   3,742,996.179 (meters)                     COMP
 GL0223  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 GL0223  ELLIP HEIGHT-        1071.44  (meters)          (10/24/00) GPS OBS
 GL0223  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 GL0223  DYNAMIC HT  -        1095.953 (meters)    3595.64  (feet)  COMP
 GL0223  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 GL0223
 GL0223  HORZ ORDER  -  B
 GL0223  VERT ORDER  -  SECOND    CLASS 0
 GL0223  ELLP ORDER  -  FOURTH    CLASS II
 GL0223
 GL0223.The horizontal coordinates were established by GPS observations
 GL0223.and adjusted by the National Geodetic Survey in February 1996..
 GL0223
 GL0223.The orthometric height was determined by differential leveling
 GL0223.and adjusted by the National Geodetic Survey in June 1991..
 GL0223
 GL0223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL0223
 GL0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0223
 GL0223.The ellipsoidal height was determined by GPS observations
 GL0223.and is referenced to NAD 83.
 GL0223
 GL0223.The geoid height was determined by GEOID03.
 GL0223
 GL0223.The dynamic height is computed by dividing the NAVD 88
 GL0223.geopotential number by the normal gravity value computed on the
 GL0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0223.degrees latitude (g = 980.6199 gals.).
 GL0223
 GL0223.The modeled gravity was interpolated from observed gravity values.
 GL0223
 GL0223;                    North         East     Units Scale Factor Converg.
 GL0223;SPC TX N     - 1,239,539.760   152,631.129   MT  0.99999420   -0 18 18.3
 GL0223;SPC TX N     - 4,066,723.36    500,757.30   sFT  0.99999420   -0 18 18.3
 GL0223;UTM  13      - 4,005,574.738   767,502.473   MT  1.00048179   +1 45 19.8
 GL0223;UTM  14      - 4,005,721.782   227,742.148   MT  1.00051342   -1 47 12.2
 GL0223
 GL0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0223!SPC TX N     -   0.99983187  x   0.99999420  =   0.99982607
 GL0223!UTM  13      -   0.99983187  x   1.00048179  =   1.00031358
 GL0223!UTM  14      -   0.99983187  x   1.00051342  =   1.00034520
 GL0223
 GL0223                          SUPERSEDED SURVEY CONTROL
 GL0223
 GL0223  ELLIP H (02/20/96) 1071.45   (m)                       GP(       ) 1 2
 GL0223  NAVD 88 (02/20/96) 1097.18   (m)         3599.7    (f) LEVELING    3  
 GL0223
 GL0223.Superseded values are not recommended for survey control.
 GL0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0223.See file dsdata.txt to determine how the superseded data were derived.
 GL0223
 GL0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6750205575(NAD 83)
 GL0223_MARKER: DB = BENCH MARK DISK
 GL0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0223_STAMPING: B 372 1943
 GL0223_MARK LOGO: CGS   
 GL0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0223+STABILITY: SURFACE MOTION
 GL0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0223+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1995
 GL0223
 GL0223  HISTORY     - Date     Condition        Report By
 GL0223  HISTORY     - 1943     MONUMENTED       CGS
 GL0223  HISTORY     - 1953     GOOD             NGS
 GL0223  HISTORY     - 19950820 GOOD             NGS
 GL0223
 GL0223                          STATION DESCRIPTION
 GL0223
 GL0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0223'13.0 MI S FROM STRATFORD.
 GL0223'THIS MARK IS ABOUT 13.0 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM
 GL0223'THE STATION AT STRATFORD, SHERMAN COUNTY, 92.0 FEET EAST OF MILEPOST
 GL0223'73, 2.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 52.0 FEET WEST OF
 GL0223'THE CENTER LINE OF U.S. HIGHWAY 287, 45.0 FEET EAST OF THE EAST RAIL,
 GL0223'PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHWEST OF A
 GL0223'WHITE REFERENCE POST.
 GL0223
 GL0223                          STATION RECOVERY (1953)
 GL0223
 GL0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GL0223'RECOVERED IN GOOD CONDITION.
 GL0223
 GL0223                          STATION RECOVERY (1995)
 GL0223
 GL0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GL0223'THE STATION IS LOCATED 20.8 KM (12.90 MI)  SOUTH OF STRATFORD.  TO
 GL0223'REACH THE STATION FROM THE SANTA FE RAILROAD STATION IN STRATFORD, GO
 GL0223'20.8 KM (12.90 MI)  SOUTH ALONG THE TRACKS TO THE STATION LEFT.  THE
 GL0223'STATION IS 15.8 M (51.8 FT)  WEST OF THE CENTERLINE OF THE OF U.S.
 GL0223'HIGHWAY 287, 14.6 M (47.9 FT)  SOUTH OF RAILROAD MILEPOST NUMBER 73,
 GL0223'13.7 M (44.9 FT)  EAST OF THE NEAR RAIL, 0.6 M (2.0 FT)  WEST OF A
 GL0223'FENCE, AND 0.5 M (1.6 FT)  NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0532 ***********************************************************************
 GK0532  DESIGNATION -  B 374
 GK0532  PID         -  GK0532
 GK0532  STATE/COUNTY-  TX/HANSFORD
 GK0532  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0532
 GK0532                         *CURRENT SURVEY CONTROL
 GK0532  ___________________________________________________________________
 GK0532* NAD 83(1986)-  36 15 43.     (N)    101 35 12.     (W)     SCALED    
 GK0532* NAVD 88     -      1024.425  (meters)    3360.97   (feet)  ADJUSTED  
 GK0532  ___________________________________________________________________
 GK0532  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 GK0532  DYNAMIC HT  -        1023.300 (meters)    3357.28  (feet)  COMP
 GK0532  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 GK0532
 GK0532  VERT ORDER  -  SECOND    CLASS 0
 GK0532
 GK0532.The horizontal coordinates were scaled from a topographic map and have
 GK0532.an estimated accuracy of +/- 6 seconds.
 GK0532
 GK0532.The orthometric height was determined by differential leveling
 GK0532.and adjusted by the National Geodetic Survey in June 1991..
 GK0532
 GK0532.The geoid height was determined by GEOID03.
 GK0532
 GK0532.The dynamic height is computed by dividing the NAVD 88
 GK0532.geopotential number by the normal gravity value computed on the
 GK0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0532.degrees latitude (g = 980.6199 gals.).
 GK0532
 GK0532.The modeled gravity was interpolated from observed gravity values.
 GK0532
 GK0532;                    North         East    Units  Estimated Accuracy
 GK0532;SPC TX N     - 1,250,950.      192,210.      MT  (+/- 180 meters Scaled)
 GK0532
 GK0532                          SUPERSEDED SURVEY CONTROL
 GK0532
 GK0532  NGVD 29 (??/??/92) 1023.938  (m)         3359.37   (f) ADJ UNCH    2 0
 GK0532
 GK0532.Superseded values are not recommended for survey control.
 GK0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0532.See file dsdata.txt to determine how the superseded data were derived.
 GK0532
 GK0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF676161(NAD 83)
 GK0532_MARKER: DB = BENCH MARK DISK
 GK0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0532_STAMPING: B 374 1943
 GK0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0532+STABILITY: SURFACE MOTION
 GK0532
 GK0532  HISTORY     - Date     Condition        Report By
 GK0532  HISTORY     - 1943     MONUMENTED       CGS
 GK0532  HISTORY     - 1952     GOOD             NGS
 GK0532  HISTORY     - 1974     MARK NOT FOUND   USGS
 GK0532
 GK0532                          STATION DESCRIPTION
 GK0532
 GK0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0532'11.05 MI W FROM GRUVER.
 GK0532'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0532'THENCE 10.0 MILES WEST ALONG FARM ROAD 289, THENCE 0.7 MILE SOUTH
 GK0532'ALONG A PRIVATE TRACK ROAD, 0.6 MILE SOUTH OF A SMALL ABANDONED
 GK0532'FARMHOUSE, 12 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 1 FOOT
 GK0532'EAST OF A NORTH AND SOUTH FENCE, 2 FEET EAST OF A WITNESS POST, SET IN
 GK0532'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 GK0532
 GK0532                          STATION RECOVERY (1974)
 GK0532
 GK0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GK0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0109 ***********************************************************************
 GL0109  DESIGNATION -  B 375
 GL0109  PID         -  GL0109
 GL0109  STATE/COUNTY-  TX/DALLAM
 GL0109  USGS QUAD   -  WILCO NE (1965)
 GL0109
 GL0109                         *CURRENT SURVEY CONTROL
 GL0109  ___________________________________________________________________
 GL0109* NAD 83(1986)-  36 09 12.     (N)    102 16 35.     (W)     SCALED    
 GL0109* NAVD 88     -      1186.252  (meters)    3891.90   (feet)  ADJUSTED  
 GL0109  ___________________________________________________________________
 GL0109  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 GL0109  DYNAMIC HT  -        1184.903 (meters)    3887.47  (feet)  COMP
 GL0109  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 GL0109
 GL0109  VERT ORDER  -  SECOND    CLASS 0
 GL0109
 GL0109.The horizontal coordinates were scaled from a topographic map and have
 GL0109.an estimated accuracy of +/- 6 seconds.
 GL0109
 GL0109.The orthometric height was determined by differential leveling
 GL0109.and adjusted by the National Geodetic Survey in June 1991..
 GL0109
 GL0109.The geoid height was determined by GEOID03.
 GL0109
 GL0109.The dynamic height is computed by dividing the NAVD 88
 GL0109.geopotential number by the normal gravity value computed on the
 GL0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0109.degrees latitude (g = 980.6199 gals.).
 GL0109
 GL0109.The modeled gravity was interpolated from observed gravity values.
 GL0109
 GL0109;                    North         East    Units  Estimated Accuracy
 GL0109;SPC TX N     - 1,239,170.      130,140.      MT  (+/- 180 meters Scaled)
 GL0109
 GL0109                          SUPERSEDED SURVEY CONTROL
 GL0109
 GL0109.No superseded survey control is available for this station.
 GL0109
 GL0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA450043(NAD 83)
 GL0109_MARKER: DB = BENCH MARK DISK
 GL0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0109_STAMPING: B 375 1943
 GL0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0109+STABILITY: SURFACE MOTION
 GL0109
 GL0109  HISTORY     - Date     Condition        Report By
 GL0109  HISTORY     - 1943     MONUMENTED       CGS
 GL0109
 GL0109                          STATION DESCRIPTION
 GL0109
 GL0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0109'7.5 MI SW FROM CONLEN.
 GL0109'5.5 MILES SOUTH, THENCE, 2.0 MILES WEST ALONG GRADED ROADS FROM THE
 GL0109'POST OFFICE AT CONLEN.  SET AT A SECTION FENCE LEADING SOUTH, ABOUT
 GL0109'0.4 MILE WEST OF A DRIVE WAY LEADING SOUTH TO A FARM HOUSE.  36 FEET
 GL0109'SOUTH OF THE CENTER-LINE OF THE ROAD, 6.0 FEET SOUTH OF THE CORNER
 GL0109'FENCE POST, 1.6 FEET WEST OF THE FENCE LEADING SOUTH, 1.5 FEET NORTH
 GL0109'OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0110 ***********************************************************************
 GL0110  DESIGNATION -  B 375 RESET 1972
 GL0110  PID         -  GL0110
 GL0110  STATE/COUNTY-  TX/DALLAM
 GL0110  USGS QUAD   -  WILCO NE (1965)
 GL0110
 GL0110                         *CURRENT SURVEY CONTROL
 GL0110  ___________________________________________________________________
 GL0110* NAD 83(1986)-  36 09 12.     (N)    102 16 35.     (W)     SCALED    
 GL0110* NAVD 88     -      1186.61   (meters)    3893.1    (feet)  RESET     
 GL0110  ___________________________________________________________________
 GL0110  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 GL0110
 GL0110  VERT ORDER  -  THIRD
 GL0110
 GL0110.The horizontal coordinates were scaled from a topographic map and have
 GL0110.an estimated accuracy of +/- 6 seconds.
 GL0110
 GL0110.The orthometric height was computed from unverified reset data.
 GL0110
 GL0110.The geoid height was determined by GEOID03.
 GL0110
 GL0110;                    North         East    Units  Estimated Accuracy
 GL0110;SPC TX N     - 1,239,170.      130,140.      MT  (+/- 180 meters Scaled)
 GL0110
 GL0110                          SUPERSEDED SURVEY CONTROL
 GL0110
 GL0110.No superseded survey control is available for this station.
 GL0110
 GL0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA450043(NAD 83)
 GL0110_MARKER: DB = BENCH MARK DISK
 GL0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0110_STAMPING: B 375 RESET 1972
 GL0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0110+STABILITY: SURFACE MOTION
 GL0110
 GL0110  HISTORY     - Date     Condition        Report By
 GL0110  HISTORY     - 1972     MONUMENTED       NGS
 GL0110
 GL0110                          STATION DESCRIPTION
 GL0110
 GL0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GL0110'7.2 MI SW FROM CONLEN.
 GL0110'FROM THE INTERSECTION OF U.S. HIGHWAY 54 AND FARM ROAD 807, IN CONLEN,
 GL0110'GO SOUTH ON FARM ROAD 807 FOR 5.2 MILES TO CROSSROADS.  TURN RIGHT AND
 GL0110'GO WEST ON NEW FARM AND MARKET ROAD FOR 2.0 MILES TO TRACK CROSSROADS
 GL0110'AND MARK ON THE LEFT IN SOUTHWEST ANGLE FORMED BY CROSSROADS. A
 GL0110'STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 GL0110'THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED B 375 RESET 1972. IT IS 77
 GL0110'FEET WEST OF A GAS-LINE SHUT-OFF VALVE, 66 FEET WEST OF THE CENTER OF
 GL0110'A TRACK ROAD, 56 FEET WEST OF THE WEST END OF GATE, 51 FEET SOUTH OF
 GL0110'THE CENTER OF ROAD, 2 FEET EAST OF A METAL WITNESS POST, AND 1-FOOT
 GL0110'NORTH OF FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0462 ***********************************************************************
 FM0462  DESIGNATION -  B 376
 FM0462  PID         -  FM0462
 FM0462  STATE/COUNTY-  TX/HARTLEY
 FM0462  USGS QUAD   -  ROMERO (1971)
 FM0462
 FM0462                         *CURRENT SURVEY CONTROL
 FM0462  ___________________________________________________________________
 FM0462* NAD 83(1986)-  35 44 24.     (N)    102 53 51.     (W)     SCALED    
 FM0462* NAVD 88     -      1233.369  (meters)    4046.48   (feet)  ADJUSTED  
 FM0462  ___________________________________________________________________
 FM0462  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FM0462  DYNAMIC HT  -        1231.911 (meters)    4041.69  (feet)  COMP
 FM0462  MODELED GRAV-     979,408.4   (mgal)                       NAVD 88
 FM0462
 FM0462  VERT ORDER  -  SECOND    CLASS 0
 FM0462
 FM0462.The horizontal coordinates were scaled from a topographic map and have
 FM0462.an estimated accuracy of +/- 6 seconds.
 FM0462
 FM0462.The orthometric height was determined by differential leveling
 FM0462.and adjusted by the National Geodetic Survey in June 1991..
 FM0462
 FM0462.The geoid height was determined by GEOID03.
 FM0462
 FM0462.The dynamic height is computed by dividing the NAVD 88
 FM0462.geopotential number by the normal gravity value computed on the
 FM0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0462.degrees latitude (g = 980.6199 gals.).
 FM0462
 FM0462.The modeled gravity was interpolated from observed gravity values.
 FM0462
 FM0462;                    North         East    Units  Estimated Accuracy
 FM0462;SPC TX N     - 1,193,930.       73,600.      MT  (+/- 180 meters Scaled)
 FM0462
 FM0462                          SUPERSEDED SURVEY CONTROL
 FM0462
 FM0462  NGVD 29 (??/??/92) 1232.825  (m)         4044.69   (f) ADJ UNCH    2 0
 FM0462
 FM0462.Superseded values are not recommended for survey control.
 FM0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0462.See file dsdata.txt to determine how the superseded data were derived.
 FM0462
 FM0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV901571(NAD 83)
 FM0462_MARKER: DB = BENCH MARK DISK
 FM0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0462_STAMPING: B 376 1943
 FM0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0462+STABILITY: SURFACE MOTION
 FM0462
 FM0462  HISTORY     - Date     Condition        Report By
 FM0462  HISTORY     - 1943     MONUMENTED       CGS
 FM0462
 FM0462                          STATION DESCRIPTION
 FM0462
 FM0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0462'2.5 MI NE FROM ROMERO.
 FM0462'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 54, THENCE 0.5 MILES
 FM0462'SOUTHEAST ALONG GRADED ROAD FROM THE RAILROAD STATION AT ROMERO.  SET
 FM0462'AT THE INTERSECTION OF A TRAIL LEADING SOUTHWEST.  31 FEET SOUTHWEST
 FM0462'OF THE CENTER-LINE OF THE ROAD, 25.6 FEET NORTHWEST OF THE NORTHWEST
 FM0462'GATE POST, 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 1.3 FEET
 FM0462'NORTHEAST OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1111 ***********************************************************************
 FL1111  DESIGNATION -  B 377
 FL1111  PID         -  FL1111
 FL1111  STATE/COUNTY-  TX/RANDALL
 FL1111  USGS QUAD   -  THE PALISADES (1973)
 FL1111
 FL1111                         *CURRENT SURVEY CONTROL
 FL1111  ___________________________________________________________________
 FL1111* NAD 83(1986)-  35 04 42.     (N)    101 52 27.     (W)     SCALED    
 FL1111* NAVD 88     -      1109.541  (meters)    3640.22   (feet)  ADJUSTED  
 FL1111  ___________________________________________________________________
 FL1111  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FL1111  DYNAMIC HT  -        1108.207 (meters)    3635.84  (feet)  COMP
 FL1111  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 FL1111
 FL1111  VERT ORDER  -  FIRST     CLASS II
 FL1111
 FL1111.The horizontal coordinates were scaled from a topographic map and have
 FL1111.an estimated accuracy of +/- 6 seconds.
 FL1111
 FL1111.The orthometric height was determined by differential leveling
 FL1111.and adjusted by the National Geodetic Survey in June 1991..
 FL1111
 FL1111.The geoid height was determined by GEOID03.
 FL1111
 FL1111.The dynamic height is computed by dividing the NAVD 88
 FL1111.geopotential number by the normal gravity value computed on the
 FL1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1111.degrees latitude (g = 980.6199 gals.).
 FL1111
 FL1111.The modeled gravity was interpolated from observed gravity values.
 FL1111
 FL1111;                    North         East    Units  Estimated Accuracy
 FL1111;SPC TX N     - 1,119,690.      165,880.      MT  (+/- 180 meters Scaled)
 FL1111
 FL1111                          SUPERSEDED SURVEY CONTROL
 FL1111
 FL1111  NGVD 29 (??/??/92) 1109.045  (m)         3638.59   (f) ADJ UNCH    1 2
 FL1111
 FL1111.Superseded values are not recommended for survey control.
 FL1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1111.See file dsdata.txt to determine how the superseded data were derived.
 FL1111
 FL1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD379855(NAD 83)
 FL1111_MARKER: DB = BENCH MARK DISK
 FL1111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1111_SP_SET: CONCRETE BASE
 FL1111_STAMPING: B 377 1943
 FL1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1111
 FL1111  HISTORY     - Date     Condition        Report By
 FL1111  HISTORY     - 1943     MONUMENTED       CGS
 FL1111  HISTORY     - 1958     GOOD             NGS
 FL1111  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1111
 FL1111                          STATION DESCRIPTION
 FL1111
 FL1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FL1111'7.95 MI NE FROM CANYON.
 FL1111'ABOUT 7.95 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL1111'FROM THE STATION AT CANYON, 16 TELEPHONE POLES SOUTH OF MILE POST 562,
 FL1111'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF A SIGNAL
 FL1111'BATTERY BOX, 19 TELEPHONE POLES NORTH OF THE HANEY SIDING SIGN, 20 1/2
 FL1111'FEET WEST OF THE NEAR RAIL OF THE MAIN TRACK, AND ABOUT LEVEL WITH THE
 FL1111'TRACK.  NOTE-- THIS MARK IS ABOUT 0.9 MILE SOUTH OF BENCH MARK A 377.
 FL1111
 FL1111                          STATION RECOVERY (1984)
 FL1111
 FL1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0271 ***********************************************************************
 FL0271  DESIGNATION -  B 378
 FL0271  PID         -  FL0271
 FL0271  STATE/COUNTY-  TX/WHEELER
 FL0271  USGS QUAD   -  PAKAN (1976)
 FL0271
 FL0271                         *CURRENT SURVEY CONTROL
 FL0271  ___________________________________________________________________
 FL0271* NAD 83(1986)-  35 16 12.     (N)    100 22 41.     (W)     SCALED    
 FL0271* NAVD 88     -       782.066  (meters)    2565.83   (feet)  ADJUSTED  
 FL0271  ___________________________________________________________________
 FL0271  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 FL0271  DYNAMIC HT  -         781.249 (meters)    2563.15  (feet)  COMP
 FL0271  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 FL0271
 FL0271  VERT ORDER  -  SECOND    CLASS 0
 FL0271
 FL0271.The horizontal coordinates were scaled from a topographic map and have
 FL0271.an estimated accuracy of +/- 6 seconds.
 FL0271
 FL0271.The orthometric height was determined by differential leveling
 FL0271.and adjusted by the National Geodetic Survey in June 1991..
 FL0271
 FL0271.The geoid height was determined by GEOID03.
 FL0271
 FL0271.The dynamic height is computed by dividing the NAVD 88
 FL0271.geopotential number by the normal gravity value computed on the
 FL0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0271.degrees latitude (g = 980.6199 gals.).
 FL0271
 FL0271.The modeled gravity was interpolated from observed gravity values.
 FL0271
 FL0271;                    North         East    Units  Estimated Accuracy
 FL0271;SPC TX N     - 1,141,470.      302,070.      MT  (+/- 180 meters Scaled)
 FL0271
 FL0271                          SUPERSEDED SURVEY CONTROL
 FL0271
 FL0271  NGVD 29 (??/??/92)  781.769  (m)         2564.85   (f) ADJ UNCH    2 0
 FL0271
 FL0271.Superseded values are not recommended for survey control.
 FL0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0271.See file dsdata.txt to determine how the superseded data were derived.
 FL0271
 FL0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE746038(NAD 83)
 FL0271_MARKER: DB = BENCH MARK DISK
 FL0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0271_STAMPING: B 378 1943
 FL0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0271+STABILITY: SURFACE MOTION
 FL0271
 FL0271  HISTORY     - Date     Condition        Report By
 FL0271  HISTORY     - 1943     MONUMENTED       CGS
 FL0271
 FL0271                          STATION DESCRIPTION
 FL0271
 FL0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0271'5.0 MI NW FROM LELA.
 FL0271'3.0 MILES NORTH AND 2.0 MILES WEST ALONG GRADED DIRT ROADS FROM THE
 FL0271'POST OFFICE AT LELA, AT A ROAD INTERSECTION, 44 FEET EAST OF THE
 FL0271'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 29 FEET NORTH OF THE
 FL0271'CENTERLINE OF THE EAST-AND-WEST ROAD, 6.5 FEET NORTHEAST OF A
 FL0271'POWER-POLE, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2 FEET
 FL0271'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B
 FL0271'378 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 FL0271'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0273 ***********************************************************************
 FL0273  DESIGNATION -  B 379
 FL0273  PID         -  FL0273
 FL0273  STATE/COUNTY-  TX/WHEELER
 FL0273  USGS QUAD   -  WHEELER SE (1976)
 FL0273
 FL0273                         *CURRENT SURVEY CONTROL
 FL0273  ___________________________________________________________________
 FL0273* NAD 83(1986)-  35 19 41.     (N)    100 20 34.     (W)     SCALED    
 FL0273* NAVD 88     -       725.538  (meters)    2380.37   (feet)  ADJUSTED  
 FL0273  ___________________________________________________________________
 FL0273  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0273  DYNAMIC HT  -         724.778 (meters)    2377.88  (feet)  COMP
 FL0273  MODELED GRAV-     979,561.2   (mgal)                       NAVD 88
 FL0273
 FL0273  VERT ORDER  -  SECOND    CLASS 0
 FL0273
 FL0273.The horizontal coordinates were scaled from a topographic map and have
 FL0273.an estimated accuracy of +/- 6 seconds.
 FL0273
 FL0273.The orthometric height was determined by differential leveling
 FL0273.and adjusted by the National Geodetic Survey in June 1991..
 FL0273
 FL0273.The geoid height was determined by GEOID03.
 FL0273
 FL0273.The dynamic height is computed by dividing the NAVD 88
 FL0273.geopotential number by the normal gravity value computed on the
 FL0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0273.degrees latitude (g = 980.6199 gals.).
 FL0273
 FL0273.The modeled gravity was interpolated from observed gravity values.
 FL0273
 FL0273;                    North         East    Units  Estimated Accuracy
 FL0273;SPC TX N     - 1,147,950.      305,210.      MT  (+/- 180 meters Scaled)
 FL0273
 FL0273                          SUPERSEDED SURVEY CONTROL
 FL0273
 FL0273  NGVD 29 (??/??/92)  725.224  (m)         2379.34   (f) ADJ UNCH    2 0
 FL0273
 FL0273.Superseded values are not recommended for survey control.
 FL0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0273.See file dsdata.txt to determine how the superseded data were derived.
 FL0273
 FL0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE779102(NAD 83)
 FL0273_MARKER: DB = BENCH MARK DISK
 FL0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0273_STAMPING: B 379 1943
 FL0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0273+STABILITY: SURFACE MOTION
 FL0273
 FL0273  HISTORY     - Date     Condition        Report By
 FL0273  HISTORY     - 1943     MONUMENTED       CGS
 FL0273
 FL0273                          STATION DESCRIPTION
 FL0273
 FL0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0273'2.3 MI E FROM MAGIC CITY.
 FL0273'2.3 MILES EAST ALONG THE FORT WORTH AND DENVER RAILWAY FROM THE
 FL0273'STATION AT MAGIC CITY, THENCE 1.0 MILE SOUTH ALONG A ROAD.  AT THE
 FL0273'JUNCTION OF A DIM ROAD LEADING NORTHWEST, ON THE SUMMIT OF A HILL, 32
 FL0273'FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 14 FEET SOUTHWEST OF THE
 FL0273'DIM ROAD, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FL0273'DISK, STAMPED B 379 1943 AND SET IN THE TOP OF A CONCRETE POST
 FL0273'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0250 ***********************************************************************
 AO0250  DESIGNATION -  B 38
 AO0250  PID         -  AO0250
 AO0250  STATE/COUNTY-  TX/LA SALLE
 AO0250  USGS QUAD   -  COTULLA (1974)
 AO0250
 AO0250                         *CURRENT SURVEY CONTROL
 AO0250  ___________________________________________________________________
 AO0250* NAD 83(1986)-  28 27 12.     (N)    099 14 07.     (W)     SCALED    
 AO0250* NAVD 88     -       127.570  (meters)     418.54   (feet)  POSTED    
 AO0250  ___________________________________________________________________
 AO0250  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AO0250  DYNAMIC HT  -         127.380 (meters)     417.91  (feet)  COMP
 AO0250  MODELED GRAV-     979,138.7   (mgal)                       NAVD 88
 AO0250
 AO0250  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0250
 AO0250.The horizontal coordinates were scaled from a topographic map and have
 AO0250.an estimated accuracy of +/- 6 seconds.
 AO0250
 AO0250.The orthometric height was determined by differential leveling
 AO0250.and adjusted by the National Geodetic Survey in 1992..
 AO0250.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0250.rate of 1.1 thru 2.0 mm/km.
 AO0250
 AO0250.The geoid height was determined by GEOID03.
 AO0250
 AO0250.The dynamic height is computed by dividing the NAVD 88
 AO0250.geopotential number by the normal gravity value computed on the
 AO0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0250.degrees latitude (g = 980.6199 gals.).
 AO0250
 AO0250.The modeled gravity was interpolated from observed gravity values.
 AO0250
 AO0250;                    North         East    Units  Estimated Accuracy
 AO0250;SPC TXSC     - 4,068,740.      576,960.      MT  (+/- 180 meters Scaled)
 AO0250
 AO0250                          SUPERSEDED SURVEY CONTROL
 AO0250
 AO0250.No superseded survey control is available for this station.
 AO0250
 AO0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS769474(NAD 83)
 AO0250_MARKER: Z = SEE DESCRIPTION
 AO0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0250_SP_SET: STONE POST
 AO0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0250+STABILITY: SURFACE MOTION
 AO0250
 AO0250  HISTORY     - Date     Condition        Report By
 AO0250  HISTORY     - UNK      MONUMENTED       CGS
 AO0250  HISTORY     - 1956     GOOD             NGS
 AO0250  HISTORY     - 1973     GOOD             LOCENG
 AO0250
 AO0250                          STATION DESCRIPTION
 AO0250
 AO0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0250'1.2 MI N FROM COTULLA.
 AO0250'1.2 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AO0250'COTULLA, LA SALLE COUNTY, 2 POLES NORTH OF MILEPOST 344, AND 40 FEET
 AO0250'EAST OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE, FLANKED BY THE
 AO0250'LETTERS USBM IN THE TOP OF A STONE POST.
 AO0250
 AO0250                          STATION RECOVERY (1973)
 AO0250
 AO0250'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 AO0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0475 ***********************************************************************
 FL0475  DESIGNATION -  B 380
 FL0475  PID         -  FL0475
 FL0475  STATE/COUNTY-  TX/GRAY
 FL0475  USGS QUAD   -  POND CREEK (1976)
 FL0475
 FL0475                         *CURRENT SURVEY CONTROL
 FL0475  ___________________________________________________________________
 FL0475* NAD 83(1986)-  35 25 48.     (N)    100 35 33.     (W)     SCALED    
 FL0475* NAVD 88     -       836.158  (meters)    2743.30   (feet)  ADJUSTED  
 FL0475  ___________________________________________________________________
 FL0475  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL0475  DYNAMIC HT  -         835.277 (meters)    2740.40  (feet)  COMP
 FL0475  MODELED GRAV-     979,551.9   (mgal)                       NAVD 88
 FL0475
 FL0475  VERT ORDER  -  SECOND    CLASS 0
 FL0475
 FL0475.The horizontal coordinates were scaled from a topographic map and have
 FL0475.an estimated accuracy of +/- 6 seconds.
 FL0475
 FL0475.The orthometric height was determined by differential leveling
 FL0475.and adjusted by the National Geodetic Survey in June 1991..
 FL0475
 FL0475.The geoid height was determined by GEOID03.
 FL0475
 FL0475.The dynamic height is computed by dividing the NAVD 88
 FL0475.geopotential number by the normal gravity value computed on the
 FL0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0475.degrees latitude (g = 980.6199 gals.).
 FL0475
 FL0475.The modeled gravity was interpolated from observed gravity values.
 FL0475
 FL0475;                    North         East    Units  Estimated Accuracy
 FL0475;SPC TX N     - 1,159,020.      282,400.      MT  (+/- 180 meters Scaled)
 FL0475
 FL0475                          SUPERSEDED SURVEY CONTROL
 FL0475
 FL0475  NGVD 29 (??/??/92)  835.825  (m)         2742.20   (f) ADJ UNCH    2 0
 FL0475
 FL0475.Superseded values are not recommended for survey control.
 FL0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0475.See file dsdata.txt to determine how the superseded data were derived.
 FL0475
 FL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE554218(NAD 83)
 FL0475_MARKER: DB = BENCH MARK DISK
 FL0475_SETTING: 0 = UNSPECIFIED SETTING
 FL0475_STAMPING: B 380 1943
 FL0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0475
 FL0475  HISTORY     - Date     Condition        Report By
 FL0475  HISTORY     - 1943     MONUMENTED       CGS
 FL0475  HISTORY     - 1968     GOOD             NGS
 FL0475
 FL0475                          STATION DESCRIPTION
 FL0475
 FL0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FL0475'8.9 MI SE FROM LAKETON.
 FL0475'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 152 FROM THE POST OFFICE AT
 FL0475'LAKETON, THENCE 5.8 MILES SOUTH ALONG F. M. HIGHWAY 2857 TO A ROAD
 FL0475'FORK, THENCE LEFT FORK, STRAIGHT AHEAD, 0.2 MILE TO AN OLD CATTLE
 FL0475'GUARD AND SITE OF BENCH MARK, 48 FEET WEST OF CENTER LINE OF GRADED
 FL0475'ROAD, 11 FEET NORTH OF AN EAST-WEST FENCE, AND 1 FOOT SOUTH OF A METAL
 FL0475'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0221 ***********************************************************************
 FM0221  DESIGNATION -  B 381
 FM0221  PID         -  FM0221
 FM0221  STATE/COUNTY-  TX/HARTLEY
 FM0221  USGS QUAD   -  CHANNING NW (1971)
 FM0221
 FM0221                         *CURRENT SURVEY CONTROL
 FM0221  ___________________________________________________________________
 FM0221* NAD 83(1986)-  35 40 55.     (N)    102 29 40.     (W)     SCALED    
 FM0221* NAVD 88     -      1046.936  (meters)    3434.82   (feet)  ADJUSTED  
 FM0221  ___________________________________________________________________
 FM0221  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 FM0221  DYNAMIC HT  -        1045.718 (meters)    3430.83  (feet)  COMP
 FM0221  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 FM0221
 FM0221  VERT ORDER  -  SECOND    CLASS 0
 FM0221
 FM0221.The horizontal coordinates were scaled from a topographic map and have
 FM0221.an estimated accuracy of +/- 6 seconds.
 FM0221
 FM0221.The orthometric height was determined by differential leveling
 FM0221.and adjusted by the National Geodetic Survey in June 1991..
 FM0221
 FM0221.The geoid height was determined by GEOID03.
 FM0221
 FM0221.The dynamic height is computed by dividing the NAVD 88
 FM0221.geopotential number by the normal gravity value computed on the
 FM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0221.degrees latitude (g = 980.6199 gals.).
 FM0221
 FM0221.The modeled gravity was interpolated from observed gravity values.
 FM0221
 FM0221;                    North         East    Units  Estimated Accuracy
 FM0221;SPC TX N     - 1,187,040.      109,990.      MT  (+/- 180 meters Scaled)
 FM0221
 FM0221                          SUPERSEDED SURVEY CONTROL
 FM0221
 FM0221  NGVD 29 (??/??/92) 1046.414  (m)         3433.11   (f) ADJ UNCH    2 0
 FM0221
 FM0221.Superseded values are not recommended for survey control.
 FM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0221.See file dsdata.txt to determine how the superseded data were derived.
 FM0221
 FM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV267515(NAD 83)
 FM0221_MARKER: DB = BENCH MARK DISK
 FM0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0221_STAMPING: B 381 1943
 FM0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0221+STABILITY: SURFACE MOTION
 FM0221
 FM0221  HISTORY     - Date     Condition        Report By
 FM0221  HISTORY     - 1943     MONUMENTED       CGS
 FM0221  HISTORY     - 1971     GOOD             USGS
 FM0221
 FM0221                          STATION DESCRIPTION
 FM0221
 FM0221'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0221'11.7 MI NW FROM CHANNING.
 FM0221'TO REACH THE MARK FROM THE JUNCTION OF US HWY 385, TEXAS HWY 354, AND
 FM0221'TEXAS FARM ROAD 767 IN CHANNING, TEXAS, GO WEST ON FARM ROAD 767 FOR
 FM0221'10.7 MI. TO A ROAD LEADING NORTH TO A WINDMILL.  TURN RIGHT ON FIELD
 FM0221'ROAD TO WINDMILL, HEADING NORTH, FOR 0.85 MILES TO AN OLD ROAD FORK.
 FM0221'CONTINUE NORTH ON OLD ROAD 0.15 MILES TO MARK ON THE RIGHT.  THE MARK
 FM0221'IS 27 FT. EAST OF THE CENTERLINE OF THE OLD ROAD AT THE FOOT OF A HILL
 FM0221'TO THE NORTH.  A STANDARD DISK STAMPED B 381 1943 AND SET IN THE TOP
 FM0221'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0440 ***********************************************************************
 CA0440  DESIGNATION -  B 382
 CA0440  PID         -  CA0440
 CA0440  STATE/COUNTY-  TX/BROWN
 CA0440  USGS QUAD   -  BANGS WEST (1987)
 CA0440
 CA0440                         *CURRENT SURVEY CONTROL
 CA0440  ___________________________________________________________________
 CA0440* NAD 83(1986)-  31 44 18.     (N)    099 08 42.     (W)     SCALED    
 CA0440* NAVD 88     -       484.863  (meters)    1590.75   (feet)  ADJUSTED  
 CA0440  ___________________________________________________________________
 CA0440  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CA0440  DYNAMIC HT  -         484.226 (meters)    1588.66  (feet)  COMP
 CA0440  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 CA0440
 CA0440  VERT ORDER  -  SECOND    CLASS 0
 CA0440
 CA0440.The horizontal coordinates were scaled from a topographic map and have
 CA0440.an estimated accuracy of +/- 6 seconds.
 CA0440
 CA0440.The orthometric height was determined by differential leveling
 CA0440.and adjusted by the National Geodetic Survey in June 1991..
 CA0440
 CA0440.The geoid height was determined by GEOID03.
 CA0440
 CA0440.The dynamic height is computed by dividing the NAVD 88
 CA0440.geopotential number by the normal gravity value computed on the
 CA0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0440.degrees latitude (g = 980.6199 gals.).
 CA0440
 CA0440.The modeled gravity was interpolated from observed gravity values.
 CA0440
 CA0440;                    North         East    Units  Estimated Accuracy
 CA0440;SPC TX C     - 3,230,260.      812,600.      MT  (+/- 180 meters Scaled)
 CA0440
 CA0440                          SUPERSEDED SURVEY CONTROL
 CA0440
 CA0440  NGVD 29 (??/??/92)  484.756  (m)         1590.40   (f) ADJ UNCH    2 0
 CA0440
 CA0440.Superseded values are not recommended for survey control.
 CA0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0440.See file dsdata.txt to determine how the superseded data were derived.
 CA0440
 CA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA862114(NAD 83)
 CA0440_MARKER: DB = BENCH MARK DISK
 CA0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0440_SP_SET: BRIDGE
 CA0440_STAMPING: B 382 1934
 CA0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0440
 CA0440  HISTORY     - Date     Condition        Report By
 CA0440  HISTORY     - 1943     MONUMENTED       CGS
 CA0440  HISTORY     - 1982     GOOD             NGS
 CA0440
 CA0440                          STATION DESCRIPTION
 CA0440
 CA0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0440'2.1 MI NW FROM BANGS.
 CA0440'0.3 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0440'STATION AT BANGS, THENCE 1.8 MILES NORTHWEST ALONG THE BANGS TO FRY
 CA0440'GRAVEL SURFACED ROAD, AT A CEMENT STONE MASONRY AND CONCRETE BRIDGE. A
 CA0440'DISK, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL,
 CA0440'AND 12 FEET NORTH OF THE CENTER LINE OF THE ROAD.
 CA0440
 CA0440                          STATION RECOVERY (1982)
 CA0440
 CA0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0440'1.9 KM (1.2 KM) NORTH ALONG NORTH WEST STREET FROM ITS JUNCTION WITH
 CA0440'U.S. HIGHWAY S 67 AND 84 IN BANGS, THENCE 1.0 KM (0.6 MI) NORTHWEST
 CA0440'ALONG A GRAVELED ROAD IN TOP OF THE WEST END OF THE NORTH HEADWALL OF
 CA0440'A SMALL CONCRETE AND STONE MASNORY BRIDGE 3.7 M (12.0 FT) N OF THE
 CA0440'CENTER OF THE ROAD. NOTE: SOMEONE HAS STAMPED 1590 ON THIS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0455 ***********************************************************************
 CT0455  DESIGNATION -  B 383
 CT0455  PID         -  CT0455
 CT0455  STATE/COUNTY-  TX/COLEMAN
 CT0455  USGS QUAD   -  CROSS CUT (1987)
 CT0455
 CT0455                         *CURRENT SURVEY CONTROL
 CT0455  ___________________________________________________________________
 CT0455* NAD 83(1986)-  32 00 45.     (N)    099 12 25.     (W)     SCALED    
 CT0455* NAVD 88     -       496.387  (meters)    1628.56   (feet)  ADJUSTED  
 CT0455  ___________________________________________________________________
 CT0455  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CT0455  DYNAMIC HT  -         495.739 (meters)    1626.44  (feet)  COMP
 CT0455  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 CT0455
 CT0455  VERT ORDER  -  SECOND    CLASS 0
 CT0455
 CT0455.The horizontal coordinates were scaled from a topographic map and have
 CT0455.an estimated accuracy of +/- 6 seconds.
 CT0455
 CT0455.The orthometric height was determined by differential leveling
 CT0455.and adjusted by the National Geodetic Survey in June 1991..
 CT0455
 CT0455.The geoid height was determined by GEOID03.
 CT0455
 CT0455.The dynamic height is computed by dividing the NAVD 88
 CT0455.geopotential number by the normal gravity value computed on the
 CT0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0455.degrees latitude (g = 980.6199 gals.).
 CT0455
 CT0455.The modeled gravity was interpolated from observed gravity values.
 CT0455
 CT0455;                    North         East    Units  Estimated Accuracy
 CT0455;SPC TX C     - 3,260,600.      806,420.      MT  (+/- 180 meters Scaled)
 CT0455
 CT0455                          SUPERSEDED SURVEY CONTROL
 CT0455
 CT0455  NGVD 29 (??/??/92)  496.250  (m)         1628.11   (f) ADJ UNCH    2 0
 CT0455
 CT0455.Superseded values are not recommended for survey control.
 CT0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0455.See file dsdata.txt to determine how the superseded data were derived.
 CT0455
 CT0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA804418(NAD 83)
 CT0455_MARKER: DB = BENCH MARK DISK
 CT0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0455_STAMPING: B 383 1943
 CT0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0455+STABILITY: SURFACE MOTION
 CT0455
 CT0455  HISTORY     - Date     Condition        Report By
 CT0455  HISTORY     - 1943     MONUMENTED       CGS
 CT0455
 CT0455                          STATION DESCRIPTION
 CT0455
 CT0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CT0455'1.9 MI NE FROM BURKETT.
 CT0455'0.8 MILE NORTH ALONG STATE HIGHWAY 206 FROM THE POST OFFICE AT
 CT0455'BURKETT, THENCE 1.1 MILES NORTHEAST ALONG A DIRT ROAD, 0.1 MILE
 CT0455'NORTHEAST OF A SMALL WHITE FARMHOUSE, AT A CURVE OF THE ROAD, 39 FEET
 CT0455'NORTHEAST OF THE CENTER OF THE NORTH END OF A WOOD CULVERT, 26 FEET
 CT0455'NORTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET SOUTHWEST OF A FENCE,
 CT0455'AND 3 FEET SOUTHEAST OF A WHITE REFERENCE POST.  A DISK, SET IN THE
 CT0455'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2214 ***********************************************************************
 CS2214  DESIGNATION -  B 384
 CS2214  PID         -  CS2214
 CS2214  STATE/COUNTY-  TX/BOSQUE
 CS2214  USGS QUAD   -  BRAZOS POINT (1979)
 CS2214
 CS2214                         *CURRENT SURVEY CONTROL
 CS2214  ___________________________________________________________________
 CS2214* NAD 83(1986)-  32 09 00.     (N)    097 35 00.     (W)     SCALED    
 CS2214* NAVD 88     -       177.429  (meters)     582.12   (feet)  ADJUSTED  
 CS2214  ___________________________________________________________________
 CS2214  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS2214  DYNAMIC HT  -         177.211 (meters)     581.40  (feet)  COMP
 CS2214  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 CS2214
 CS2214  VERT ORDER  -  SECOND    CLASS 0
 CS2214
 CS2214.The horizontal coordinates were scaled from a topographic map and have
 CS2214.an estimated accuracy of +/- 6 seconds.
 CS2214
 CS2214.The orthometric height was determined by differential leveling
 CS2214.and adjusted by the National Geodetic Survey in June 1991..
 CS2214
 CS2214.The geoid height was determined by GEOID03.
 CS2214
 CS2214.The dynamic height is computed by dividing the NAVD 88
 CS2214.geopotential number by the normal gravity value computed on the
 CS2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2214.degrees latitude (g = 980.6199 gals.).
 CS2214
 CS2214.The modeled gravity was interpolated from observed gravity values.
 CS2214
 CS2214;                    North         East    Units  Estimated Accuracy
 CS2214;SPC TX C     - 3,278,520.      959,430.      MT  (+/- 180 meters Scaled)
 CS2214
 CS2214                          SUPERSEDED SURVEY CONTROL
 CS2214
 CS2214  NGVD 29 (??/??/92)  177.405  (m)          582.04   (f) ADJ UNCH    2 0
 CS2214
 CS2214.Superseded values are not recommended for survey control.
 CS2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2214.See file dsdata.txt to determine how the superseded data were derived.
 CS2214
 CS2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA335579(NAD 83)
 CS2214_MARKER: DB = BENCH MARK DISK
 CS2214_SETTING: 66 = SET IN ROCK OUTCROP
 CS2214_SP_SET: ROCK LEDGE OUTCROP
 CS2214_STAMPING: B 384 1943
 CS2214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2214+STABILITY: POSITION/ELEVATION WELL
 CS2214
 CS2214  HISTORY     - Date     Condition        Report By
 CS2214  HISTORY     - 1943     MONUMENTED       CGS
 CS2214  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2214
 CS2214                          STATION DESCRIPTION
 CS2214
 CS2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2214'3.9 MI SE FROM BRAZOS POINT.
 CS2214'3.9 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BRAZOS
 CS2214'POINT, 114 FEET SOUTH OF THE SOUTH END OF A SMALL WOOD AND CONCRETE
 CS2214'BRIDGE.  A DISK, SET IN THE TOP OF AN OUTCROPPING ROCK LEDGE, AND 17
 CS2214'FEET EAST OF THE CENTERLINE OF THE ROAD.
 CS2214
 CS2214                          STATION RECOVERY (2001)
 CS2214
 CS2214'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0380 ***********************************************************************
 CA0380  DESIGNATION -  B 385
 CA0380  PID         -  CA0380
 CA0380  STATE/COUNTY-  TX/COLEMAN
 CA0380  USGS QUAD   -  SANTA ANNA (1987)
 CA0380
 CA0380                         *CURRENT SURVEY CONTROL
 CA0380  ___________________________________________________________________
 CA0380* NAD 83(1986)-  31 44 28.     (N)    099 19 19.     (W)     SCALED    
 CA0380* NAVD 88     -       532.780  (meters)    1747.96   (feet)  ADJUSTED  
 CA0380  ___________________________________________________________________
 CA0380  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CA0380  DYNAMIC HT  -         532.078 (meters)    1745.66  (feet)  COMP
 CA0380  MODELED GRAV-     979,305.7   (mgal)                       NAVD 88
 CA0380
 CA0380  VERT ORDER  -  SECOND    CLASS 0
 CA0380
 CA0380.The horizontal coordinates were scaled from a topographic map and have
 CA0380.an estimated accuracy of +/- 6 seconds.
 CA0380
 CA0380.The orthometric height was determined by differential leveling
 CA0380.and adjusted by the National Geodetic Survey in June 1991..
 CA0380
 CA0380.The geoid height was determined by GEOID03.
 CA0380
 CA0380.The dynamic height is computed by dividing the NAVD 88
 CA0380.geopotential number by the normal gravity value computed on the
 CA0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0380.degrees latitude (g = 980.6199 gals.).
 CA0380
 CA0380.The modeled gravity was interpolated from observed gravity values.
 CA0380
 CA0380;                    North         East    Units  Estimated Accuracy
 CA0380;SPC TX C     - 3,230,410.      795,830.      MT  (+/- 180 meters Scaled)
 CA0380
 CA0380                          SUPERSEDED SURVEY CONTROL
 CA0380
 CA0380  NGVD 29 (??/??/92)  532.664  (m)         1747.58   (f) ADJ UNCH    2 0
 CA0380
 CA0380.Superseded values are not recommended for survey control.
 CA0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0380.See file dsdata.txt to determine how the superseded data were derived.
 CA0380
 CA0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA695117(NAD 83)
 CA0380_MARKER: DB = BENCH MARK DISK
 CA0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0380_SP_SET: FOUNDATION
 CA0380_STAMPING: B 385 1944
 CA0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0380
 CA0380  HISTORY     - Date     Condition        Report By
 CA0380  HISTORY     - 1944     MONUMENTED       CGS
 CA0380  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0380
 CA0380                          STATION DESCRIPTION
 CA0380
 CA0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0380'IN SANTA ANNA.
 CA0380'AT SANTA ANNA, COLEMAN COUNTY, ON THE GULF, COLORADO AND SANTA FE
 CA0380'RAILWAY, AT THE STATION, IN THE FACE OF THE CONCRETE FOUNDATION BELOW
 CA0380'THE TICKET OFFICE WINDOW, 18.7 FEET NORTH OF THE NORTH RAIL, AND 0.4
 CA0380'FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED B 385 1944 AND SET
 CA0380'VERTICALLY.
 CA0380
 CA0380                          STATION RECOVERY (1982)
 CA0380
 CA0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0380'THE RAILROAD STATION HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0530 ***********************************************************************
 CS0530  DESIGNATION -  B 387
 CS0530  PID         -  CS0530
 CS0530  STATE/COUNTY-  TX/NAVARRO
 CS0530  USGS QUAD   -  BAZETTE (1976)
 CS0530
 CS0530                         *CURRENT SURVEY CONTROL
 CS0530  ___________________________________________________________________
 CS0530* NAD 83(1986)-  32 07 42.     (N)    096 20 04.     (W)     SCALED    
 CS0530* NAVD 88     -       116.902  (meters)     383.54   (feet)  ADJUSTED  
 CS0530  ___________________________________________________________________
 CS0530  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0530  DYNAMIC HT  -         116.766 (meters)     383.09  (feet)  COMP
 CS0530  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 CS0530
 CS0530  VERT ORDER  -  SECOND    CLASS 0
 CS0530
 CS0530.The horizontal coordinates were scaled from a topographic map and have
 CS0530.an estimated accuracy of +/- 6 seconds.
 CS0530
 CS0530.The orthometric height was determined by differential leveling
 CS0530.and adjusted by the National Geodetic Survey in June 1991..
 CS0530
 CS0530.The geoid height was determined by GEOID03.
 CS0530
 CS0530.The dynamic height is computed by dividing the NAVD 88
 CS0530.geopotential number by the normal gravity value computed on the
 CS0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0530.degrees latitude (g = 980.6199 gals.).
 CS0530
 CS0530.The modeled gravity was interpolated from observed gravity values.
 CS0530
 CS0530;                    North         East    Units  Estimated Accuracy
 CS0530;SPC TXNC     - 2,053,300.      804,330.      MT  (+/- 180 meters Scaled)
 CS0530
 CS0530                          SUPERSEDED SURVEY CONTROL
 CS0530
 CS0530  NGVD 29 (??/??/92)  116.90   (m)          383.5    (f) COMPUTED    2 0
 CS0530
 CS0530.Superseded values are not recommended for survey control.
 CS0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0530.See file dsdata.txt to determine how the superseded data were derived.
 CS0530
 CS0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA514577(NAD 83)
 CS0530_MARKER: DB = BENCH MARK DISK
 CS0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0530_STAMPING: B 387 1946
 CS0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0530+STABILITY: SURFACE MOTION
 CS0530
 CS0530  HISTORY     - Date     Condition        Report By
 CS0530  HISTORY     - 1946     MONUMENTED       CGS
 CS0530
 CS0530                          STATION DESCRIPTION
 CS0530
 CS0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0530'0.8 MI NW FROM POWELL.
 CS0530'0.8 MILE NORTHWEST ALONG A CONCRETE ROAD FROM THE HIGH SCHOOL AT
 CS0530'POWELL, 44.5 FEET NORTHWEST OF A FENCE CORNER POST, 38.0 FEET
 CS0530'NORTHWEST OF THE CENTER OF A PRIVATE ROAD LEADING NORTHEAST TO A FARM
 CS0530'HOUSE, 41.5 FEET NORTHEAST OF THE CENTER OF THE CONCRETE ROAD, 3.0
 CS0530'FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 1.9 FOOT NORTHWEST
 CS0530'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 CS0530'AS THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0486 ***********************************************************************
 CS0486  DESIGNATION -  B 388
 CS0486  PID         -  CS0486
 CS0486  STATE/COUNTY-  TX/NAVARRO
 CS0486  USGS QUAD   -  ROSSER SW (1962)
 CS0486
 CS0486                         *CURRENT SURVEY CONTROL
 CS0486  ___________________________________________________________________
 CS0486* NAD 83(1986)-  32 15 54.     (N)    096 24 00.     (W)     SCALED    
 CS0486* NAVD 88     -       118.435  (meters)     388.57   (feet)  ADJUSTED  
 CS0486  ___________________________________________________________________
 CS0486  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0486  DYNAMIC HT  -         118.299 (meters)     388.12  (feet)  COMP
 CS0486  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 CS0486
 CS0486  VERT ORDER  -  SECOND    CLASS 0
 CS0486
 CS0486.The horizontal coordinates were scaled from a topographic map and have
 CS0486.an estimated accuracy of +/- 6 seconds.
 CS0486
 CS0486.The orthometric height was determined by differential leveling
 CS0486.and adjusted by the National Geodetic Survey in June 1991..
 CS0486
 CS0486.The geoid height was determined by GEOID03.
 CS0486
 CS0486.The dynamic height is computed by dividing the NAVD 88
 CS0486.geopotential number by the normal gravity value computed on the
 CS0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0486.degrees latitude (g = 980.6199 gals.).
 CS0486
 CS0486.The modeled gravity was interpolated from observed gravity values.
 CS0486
 CS0486;                    North         East    Units  Estimated Accuracy
 CS0486;SPC TXNC     - 2,068,330.      797,840.      MT  (+/- 180 meters Scaled)
 CS0486
 CS0486                          SUPERSEDED SURVEY CONTROL
 CS0486
 CS0486  NGVD 29 (??/??/92)  118.438  (m)          388.58   (f) ADJ UNCH    2 0
 CS0486
 CS0486.Superseded values are not recommended for survey control.
 CS0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0486.See file dsdata.txt to determine how the superseded data were derived.
 CS0486
 CS0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA449727(NAD 83)
 CS0486_MARKER: DB = BENCH MARK DISK
 CS0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0486_STAMPING: B 388 1946
 CS0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0486+STABILITY: SURFACE MOTION
 CS0486
 CS0486  HISTORY     - Date     Condition        Report By
 CS0486  HISTORY     - 1946     MONUMENTED       CGS
 CS0486
 CS0486                          STATION DESCRIPTION
 CS0486
 CS0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0486'1.9 MI NE FROM CHATFIELD.
 CS0486'1.0 MILE NORTHEAST ALONG A DIRT ROAD FROM THE METHODIST CHURCH AT
 CS0486'CHATFIELD, THENCE 0.9 MILE NORTH ALONG A DIRT ROAD TO THE SITE OF THE
 CS0486'MARK, 150 FEET SOUTHEAST OF A FARMHOUSE, 59 FEET NORTHWEST OF A POWER
 CS0486'POLE, 30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET
 CS0486'SOUTHEAST OF A FENCE CORNER, 2 FEET NORTH OF A 4X4 MARKER POST.  A
 CS0486'BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 CS0486'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0844 ***********************************************************************
 CS0844  DESIGNATION -  B 389
 CS0844  PID         -  CS0844
 CS0844  STATE/COUNTY-  TX/ELLIS
 CS0844  USGS QUAD   -  WAXAHACHIE (1978)
 CS0844
 CS0844                         *CURRENT SURVEY CONTROL
 CS0844  ___________________________________________________________________
 CS0844* NAD 83(1986)-  32 22 52.     (N)    096 51 07.     (W)     SCALED    
 CS0844* NAVD 88     -       167.780  (meters)     550.46   (feet)  ADJUSTED  
 CS0844  ___________________________________________________________________
 CS0844  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CS0844  DYNAMIC HT  -         167.582 (meters)     549.81  (feet)  COMP
 CS0844  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 CS0844
 CS0844  VERT ORDER  -  FIRST     CLASS II
 CS0844
 CS0844.The horizontal coordinates were scaled from a topographic map and have
 CS0844.an estimated accuracy of +/- 6 seconds.
 CS0844
 CS0844.The orthometric height was determined by differential leveling
 CS0844.and adjusted by the National Geodetic Survey in June 1991..
 CS0844
 CS0844.The geoid height was determined by GEOID03.
 CS0844
 CS0844.The dynamic height is computed by dividing the NAVD 88
 CS0844.geopotential number by the normal gravity value computed on the
 CS0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0844.degrees latitude (g = 980.6199 gals.).
 CS0844
 CS0844.The modeled gravity was interpolated from observed gravity values.
 CS0844
 CS0844;                    North         East    Units  Estimated Accuracy
 CS0844;SPC TXNC     - 2,080,440.      755,070.      MT  (+/- 180 meters Scaled)
 CS0844
 CS0844                          SUPERSEDED SURVEY CONTROL
 CS0844
 CS0844  NGVD 29 (??/??/92)  167.770  (m)          550.43   (f) ADJ UNCH    1 2
 CS0844
 CS0844.Superseded values are not recommended for survey control.
 CS0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0844.See file dsdata.txt to determine how the superseded data were derived.
 CS0844
 CS0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA020847(NAD 83)
 CS0844_MARKER: DB = BENCH MARK DISK
 CS0844_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS0844_SP_SET: BRIDGE ABUTMENT
 CS0844_STAMPING: B 389 1946
 CS0844_MARK LOGO: CGS   
 CS0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS0844+STABILITY: POSITION/ELEVATION WELL
 CS0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS0844+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 CS0844
 CS0844  HISTORY     - Date     Condition        Report By
 CS0844  HISTORY     - 1946     MONUMENTED       CGS
 CS0844  HISTORY     - 19900430 GOOD             TOWILL
 CS0844  HISTORY     - 20020803 GOOD             GEOCAC
 CS0844
 CS0844                          STATION DESCRIPTION
 CS0844
 CS0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0844'0.4 MI S FROM WAXAHACHIE.
 CS0844'0.4 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 CS0844'WAXAHACHIE, 19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 CS0844'NORTH OF THE SOUTH END OF A VIADUCT, ABOUT LEVEL WITH THE HIGHWAY.  A
 CS0844'BRONZE DISK SET IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH END OF
 CS0844'A CONCRETE VIADUCT.
 CS0844
 CS0844                          STATION RECOVERY (1990)
 CS0844
 CS0844'RECOVERY NOTE BY TOWILL INCORPORATED 1990
 CS0844'SOUTH OF WAXAHACHIE.  FROM THE INTERSECTION OF HIGHWAY 77 - FERRIS
 CS0844'STREET AND BUSINESS ROUTE 287 - MAIN STREET IN WAXAHACHIE, GO SOUTH
 CS0844'ALONG HIGHWAY 77 FOR 0.38 MI (0.61 KM) TO THE STATION.  THE STATION
 CS0844'IS A USC AND GS BENCH MARK STAMPED--B 389 1946, 1 FT (0.3 M) NORTH
 CS0844'AND 0.5 FT (0.2 M) EAST OF THE SOUTHWEST CORNER OF A BRIDGE OVER
 CS0844'WAXAHACHIE CREEK AND THE MISSOURI KANSAS TEXAS RAILROAD.
 CS0844
 CS0844                          STATION RECOVERY (2002)
 CS0844
 CS0844'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0501 ***********************************************************************
 CS0501  DESIGNATION -  B 390
 CS0501  PID         -  CS0501
 CS0501  STATE/COUNTY-  TX/NAVARRO
 CS0501  USGS QUAD   -  KERENS (1981)
 CS0501
 CS0501                         *CURRENT SURVEY CONTROL
 CS0501  ___________________________________________________________________
 CS0501* NAD 83(1986)-  32 09 05.     (N)    096 14 50.     (W)     SCALED    
 CS0501* NAVD 88     -       116.773  (meters)     383.11   (feet)  ADJUSTED  
 CS0501  ___________________________________________________________________
 CS0501  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0501  DYNAMIC HT  -         116.638 (meters)     382.67  (feet)  COMP
 CS0501  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 CS0501
 CS0501  VERT ORDER  -  SECOND    CLASS 0
 CS0501
 CS0501.The horizontal coordinates were scaled from a topographic map and have
 CS0501.an estimated accuracy of +/- 6 seconds.
 CS0501
 CS0501.The orthometric height was determined by differential leveling
 CS0501.and adjusted by the National Geodetic Survey in June 1991..
 CS0501
 CS0501.The geoid height was determined by GEOID03.
 CS0501
 CS0501.The dynamic height is computed by dividing the NAVD 88
 CS0501.geopotential number by the normal gravity value computed on the
 CS0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0501.degrees latitude (g = 980.6199 gals.).
 CS0501
 CS0501.The modeled gravity was interpolated from observed gravity values.
 CS0501
 CS0501;                    North         East    Units  Estimated Accuracy
 CS0501;SPC TXNC     - 2,056,030.      812,500.      MT  (+/- 180 meters Scaled)
 CS0501
 CS0501                          SUPERSEDED SURVEY CONTROL
 CS0501
 CS0501  NGVD 29 (??/??/92)  116.78   (m)          383.1    (f) COMPUTED    2 0
 CS0501
 CS0501.Superseded values are not recommended for survey control.
 CS0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0501.See file dsdata.txt to determine how the superseded data were derived.
 CS0501
 CS0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA596605(NAD 83)
 CS0501_MARKER: DB = BENCH MARK DISK
 CS0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0501_STAMPING: B 390 1947
 CS0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0501+STABILITY: SURFACE MOTION
 CS0501
 CS0501  HISTORY     - Date     Condition        Report By
 CS0501  HISTORY     - 1947     MONUMENTED       CGS
 CS0501
 CS0501                          STATION DESCRIPTION
 CS0501
 CS0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0501'2.0 MI NW FROM KERENS.
 CS0501'0.1 MILE NORTH ALONG THE KERENS-BAZETTE ROAD FROM THE ST. LOUIS
 CS0501'SOUTHWESTERN RAILROAD STATION AT KERENS, THENCE 0.3 MILE WEST ALONG
 CS0501'THE KERENS-BAZETTE ROAD, THENCE 1.6 MILES NORTHWEST ALONG THE
 CS0501'KERENS-BAZETTE ROAD TO THE SITE OF THE MARK, AT A FARM ROAD CROSSING,
 CS0501'0.2 MILE SOUTHEAST OF THE JUNCTION WITH A NORTHEAST AND SOUTHWEST T
 CS0501'ROAD, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 9 FEET
 CS0501'SOUTHEAST OF THE CENTER LINE OF A FARM ROAD, 5 FEET NORTHEAST OF A
 CS0501'TELEPHONE POLE, 2 FEET SOUTHWEST OF A 4X4 MARKER POST, ABOUT 2 FEET
 CS0501'ABOVE THE ROAD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS0501'PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0463 ***********************************************************************
 CS0463  DESIGNATION -  B 392
 CS0463  PID         -  CS0463
 CS0463  STATE/COUNTY-  TX/HENDERSON
 CS0463  USGS QUAD   -  MABANK (1981)
 CS0463
 CS0463                         *CURRENT SURVEY CONTROL
 CS0463  ___________________________________________________________________
 CS0463* NAD 83(1986)-  32 20 15.     (N)    096 06 37.     (W)     SCALED    
 CS0463* NAVD 88     -       115.316  (meters)     378.33   (feet)  ADJUSTED  
 CS0463  ___________________________________________________________________
 CS0463  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0463  DYNAMIC HT  -         115.184 (meters)     377.90  (feet)  COMP
 CS0463  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CS0463
 CS0463  VERT ORDER  -  SECOND    CLASS 0
 CS0463
 CS0463.The horizontal coordinates were scaled from a topographic map and have
 CS0463.an estimated accuracy of +/- 6 seconds.
 CS0463
 CS0463.The orthometric height was determined by differential leveling
 CS0463.and adjusted by the National Geodetic Survey in June 1991..
 CS0463
 CS0463.The geoid height was determined by GEOID03.
 CS0463
 CS0463.The dynamic height is computed by dividing the NAVD 88
 CS0463.geopotential number by the normal gravity value computed on the
 CS0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0463.degrees latitude (g = 980.6199 gals.).
 CS0463
 CS0463.The modeled gravity was interpolated from observed gravity values.
 CS0463
 CS0463;                    North         East    Units  Estimated Accuracy
 CS0463;SPC TXNC     - 2,076,950.      824,950.      MT  (+/- 180 meters Scaled)
 CS0463
 CS0463                          SUPERSEDED SURVEY CONTROL
 CS0463
 CS0463  NGVD 29 (??/??/92)  115.33   (m)          378.4    (f) COMPUTED    2 0
 CS0463
 CS0463.Superseded values are not recommended for survey control.
 CS0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0463.See file dsdata.txt to determine how the superseded data were derived.
 CS0463
 CS0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA719815(NAD 83)
 CS0463_MARKER: DB = BENCH MARK DISK
 CS0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0463_SP_SET: CULVERT
 CS0463_STAMPING: B 392 1947
 CS0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0463
 CS0463  HISTORY     - Date     Condition        Report By
 CS0463  HISTORY     - 1947     MONUMENTED       CGS
 CS0463
 CS0463                          STATION DESCRIPTION
 CS0463
 CS0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0463'2.0 MI SW FROM MABANK.
 CS0463'2.0 MILES SOUTHWEST ALONG A FARM TO MARKET ROAD FROM THE TEXAS AND NEW
 CS0463'ORLEANS RAILROAD STATION AT MABANK, 0.5 MILE NORTHEAST OF A SHARP
 CS0463'CURVE IN THE ROAD, 120 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 CS0463'DRIVE LEADING NORTHWEST TO A FARM HOUSE, 17 FEET NORTHWEST OF AND
 CS0463'ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE ROAD.  A BRONZE DISK
 CS0463'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL
 CS0463'OF A 3 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0670 ***********************************************************************
 CS0670  DESIGNATION -  B 393
 CS0670  PID         -  CS0670
 CS0670  STATE/COUNTY-  TX/NAVARRO
 CS0670  USGS QUAD   -  CORSICANA (1978)
 CS0670
 CS0670                         *CURRENT SURVEY CONTROL
 CS0670  ___________________________________________________________________
 CS0670* NAD 83(1986)-  32 04 18.     (N)    096 26 33.     (W)     SCALED    
 CS0670* NAVD 88     -       124.772  (meters)     409.36   (feet)  ADJUSTED  
 CS0670  ___________________________________________________________________
 CS0670  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0670  DYNAMIC HT  -         124.626 (meters)     408.88  (feet)  COMP
 CS0670  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 CS0670
 CS0670  VERT ORDER  -  SECOND    CLASS 0
 CS0670
 CS0670.The horizontal coordinates were scaled from a topographic map and have
 CS0670.an estimated accuracy of +/- 6 seconds.
 CS0670
 CS0670.The orthometric height was determined by differential leveling
 CS0670.and adjusted by the National Geodetic Survey in June 1991..
 CS0670
 CS0670.The geoid height was determined by GEOID03.
 CS0670
 CS0670.The dynamic height is computed by dividing the NAVD 88
 CS0670.geopotential number by the normal gravity value computed on the
 CS0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0670.degrees latitude (g = 980.6199 gals.).
 CS0670
 CS0670.The modeled gravity was interpolated from observed gravity values.
 CS0670
 CS0670;                    North         East    Units  Estimated Accuracy
 CS0670;SPC TXNC     - 2,046,810.      794,260.      MT  (+/- 180 meters Scaled)
 CS0670
 CS0670                          SUPERSEDED SURVEY CONTROL
 CS0670
 CS0670  NGVD 29 (??/??/92)  124.765  (m)          409.33   (f) ADJ UNCH    2 0
 CS0670
 CS0670.Superseded values are not recommended for survey control.
 CS0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0670.See file dsdata.txt to determine how the superseded data were derived.
 CS0670
 CS0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA414512(NAD 83)
 CS0670_MARKER: DB = BENCH MARK DISK
 CS0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0670_STAMPING: B 393 1947
 CS0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0670+STABILITY: SURFACE MOTION
 CS0670
 CS0670  HISTORY     - Date     Condition        Report By
 CS0670  HISTORY     - 1947     MONUMENTED       CGS
 CS0670  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0670
 CS0670                          STATION DESCRIPTION
 CS0670
 CS0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0670'2.0 MI SE FROM CORSICANA.
 CS0670'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 CS0670'CORSICANA, AT THE TOP OF A SMALL HILL, 48 FEET NORTHEAST OF THE CENTER
 CS0670'LINE OF THE HIGHWAY, 4 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 CS0670'NORTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS0670'CONCRETE POST.
 CS0670
 CS0670                          STATION RECOVERY (2002)
 CS0670
 CS0670'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS0670'MIDDLE NUMBER 3 IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1000 ***********************************************************************
 CS1000  DESIGNATION -  B 394
 CS1000  PID         -  CS1000
 CS1000  STATE/COUNTY-  TX/DALLAS
 CS1000  USGS QUAD   -  DALLAS (1981)
 CS1000
 CS1000                         *CURRENT SURVEY CONTROL
 CS1000  ___________________________________________________________________
 CS1000* NAD 83(1986)-  32 46 43.     (N)    096 51 22.     (W)     SCALED    
 CS1000* NAVD 88     -       126.439  (meters)     414.83   (feet)  ADJUSTED  
 CS1000  ___________________________________________________________________
 CS1000  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CS1000  DYNAMIC HT  -         126.294 (meters)     414.35  (feet)  COMP
 CS1000  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CS1000
 CS1000  VERT ORDER  -  FIRST     CLASS II
 CS1000
 CS1000.The horizontal coordinates were scaled from a topographic map and have
 CS1000.an estimated accuracy of +/- 6 seconds.
 CS1000
 CS1000.The orthometric height was determined by differential leveling
 CS1000.and adjusted by the National Geodetic Survey in June 1991..
 CS1000
 CS1000.The geoid height was determined by GEOID03.
 CS1000
 CS1000.The dynamic height is computed by dividing the NAVD 88
 CS1000.geopotential number by the normal gravity value computed on the
 CS1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1000.degrees latitude (g = 980.6199 gals.).
 CS1000
 CS1000.The modeled gravity was interpolated from observed gravity values.
 CS1000
 CS1000;                    North         East    Units  Estimated Accuracy
 CS1000;SPC TXNC     - 2,124,510.      753,990.      MT  (+/- 180 meters Scaled)
 CS1000
 CS1000                          SUPERSEDED SURVEY CONTROL
 CS1000
 CS1000  NGVD 29 (??/??/92)  126.45   (m)          414.9    (f) COMPUTED    1 2
 CS1000
 CS1000.Superseded values are not recommended for survey control.
 CS1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1000.See file dsdata.txt to determine how the superseded data were derived.
 CS1000
 CS1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB007287(NAD 83)
 CS1000_MARKER: DD = SURVEY DISK
 CS1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1000_STAMPING: B 394 1947 2R
 CS1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1000+STABILITY: SURFACE MOTION
 CS1000
 CS1000  HISTORY     - Date     Condition        Report By
 CS1000  HISTORY     - 1947     MONUMENTED       TX1730
 CS1000  HISTORY     - 1947     GOOD             NGS
 CS1000  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1000
 CS1000                          STATION DESCRIPTION
 CS1000
 CS1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1000'IN DALLAS.
 CS1000'AT DALLAS, AT THE NORTHEAST CORNER OF THE INTERSECTION OF HAMPTON ROAD
 CS1000'AND SINGLETON BLVD., 40.7 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 CS1000'LINE OF HAMPTON ROAD, 33.5 FEET NORTH OF THE CENTER LINE OF SINGLETON
 CS1000'BLVD., 15.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL FRAME
 CS1000'HOUSE, 9.3 FEET EAST OF A FENCE CORNER AND 1.0 FOOT SOUTH OF A FENCE.
 CS1000'A BRONZE DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CS1000'NOTE-- COVERED BY CONCRETE.
 CS1000
 CS1000                          STATION RECOVERY (1958)
 CS1000
 CS1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0661 ***********************************************************************
 BZ0661  DESIGNATION -  B 397
 BZ0661  PID         -  BZ0661
 BZ0661  STATE/COUNTY-  TX/NAVARRO
 BZ0661  USGS QUAD   -  DAWSON (1978)
 BZ0661
 BZ0661                         *CURRENT SURVEY CONTROL
 BZ0661  ___________________________________________________________________
 BZ0661* NAD 83(1986)-  31 56 28.     (N)    096 37 46.     (W)     SCALED    
 BZ0661* NAVD 88     -       118.742  (meters)     389.57   (feet)  ADJUSTED  
 BZ0661  ___________________________________________________________________
 BZ0661  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BZ0661  DYNAMIC HT  -         118.603 (meters)     389.12  (feet)  COMP
 BZ0661  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 BZ0661
 BZ0661  VERT ORDER  -  SECOND    CLASS 0
 BZ0661
 BZ0661.The horizontal coordinates were scaled from a topographic map and have
 BZ0661.an estimated accuracy of +/- 6 seconds.
 BZ0661
 BZ0661.The orthometric height was determined by differential leveling
 BZ0661.and adjusted by the National Geodetic Survey in June 1991..
 BZ0661
 BZ0661.The geoid height was determined by GEOID03.
 BZ0661
 BZ0661.The dynamic height is computed by dividing the NAVD 88
 BZ0661.geopotential number by the normal gravity value computed on the
 BZ0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0661.degrees latitude (g = 980.6199 gals.).
 BZ0661
 BZ0661.The modeled gravity was interpolated from observed gravity values.
 BZ0661
 BZ0661;                    North         East    Units  Estimated Accuracy
 BZ0661;SPC TXNC     - 2,032,010.      776,870.      MT  (+/- 180 meters Scaled)
 BZ0661
 BZ0661                          SUPERSEDED SURVEY CONTROL
 BZ0661
 BZ0661  NGVD 29 (??/??/92)  118.725  (m)          389.52   (f) ADJ UNCH    2 0
 BZ0661
 BZ0661.Superseded values are not recommended for survey control.
 BZ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0661.See file dsdata.txt to determine how the superseded data were derived.
 BZ0661
 BZ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA240363(NAD 83)
 BZ0661_MARKER: DB = BENCH MARK DISK
 BZ0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0661_STAMPING: B 397 1947
 BZ0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0661+STABILITY: SURFACE MOTION
 BZ0661
 BZ0661  HISTORY     - Date     Condition        Report By
 BZ0661  HISTORY     - 1947     MONUMENTED       CGS
 BZ0661
 BZ0661                          STATION DESCRIPTION
 BZ0661
 BZ0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0661'1.0 MI SW FROM PURDON.
 BZ0661'1.0 MILE SOUTHWEST ALONG THE TRACK FROM THE ST. LOUIS SOUTHWESTERN
 BZ0661'RAILWAY STATION AT PURDON, 85.0 FEET EAST OF AND ACROSS THE TRACK FROM
 BZ0661'MILE POST NO. 636/0, 38.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 8.8
 BZ0661'FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 5.5 FEET NORTHEAST
 BZ0661'OF A TELEPHONE POLE, 2.2 FEET SOUTHWEST OF A REFERENCE POST, SET IN A
 BZ0661'CONCRETE POST ABOUT 1 FOOT ABOVE THE TRACK AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2342 ***********************************************************************
 BY2342  DESIGNATION -  B 398
 BY2342  PID         -  BY2342
 BY2342  STATE/COUNTY-  TX/ANDERSON
 BY2342  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2342
 BY2342                         *CURRENT SURVEY CONTROL
 BY2342  ___________________________________________________________________
 BY2342* NAD 83(1986)-  31 46 58.     (N)    095 51 40.     (W)     SCALED    
 BY2342* NAVD 88     -        68.636  (meters)     225.18   (feet)  ADJUSTED  
 BY2342  ___________________________________________________________________
 BY2342  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BY2342  DYNAMIC HT  -          68.554 (meters)     224.91  (feet)  COMP
 BY2342  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 BY2342
 BY2342  VERT ORDER  -  SECOND    CLASS 0
 BY2342
 BY2342.The horizontal coordinates were scaled from a topographic map and have
 BY2342.an estimated accuracy of +/- 6 seconds.
 BY2342
 BY2342.The orthometric height was determined by differential leveling
 BY2342.and adjusted by the National Geodetic Survey in June 1991..
 BY2342
 BY2342.The geoid height was determined by GEOID03.
 BY2342
 BY2342.The dynamic height is computed by dividing the NAVD 88
 BY2342.geopotential number by the normal gravity value computed on the
 BY2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2342.degrees latitude (g = 980.6199 gals.).
 BY2342
 BY2342.The modeled gravity was interpolated from observed gravity values.
 BY2342
 BY2342;                    North         East    Units  Estimated Accuracy
 BY2342;SPC TX C     - 3,243,100.    1,123,460.      MT  (+/- 180 meters Scaled)
 BY2342
 BY2342                          SUPERSEDED SURVEY CONTROL
 BY2342
 BY2342  NGVD 29 (??/??/92)   68.620  (m)          225.13   (f) ADJ UNCH    2 0
 BY2342
 BY2342.Superseded values are not recommended for survey control.
 BY2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2342.See file dsdata.txt to determine how the superseded data were derived.
 BY2342
 BY2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR290199(NAD 83)
 BY2342_MARKER: DB = BENCH MARK DISK
 BY2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2342_STAMPING: B 398 1947
 BY2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2342+STABILITY: SURFACE MOTION
 BY2342
 BY2342  HISTORY     - Date     Condition        Report By
 BY2342  HISTORY     - 1947     MONUMENTED       CGS
 BY2342  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2342
 BY2342                          STATION DESCRIPTION
 BY2342
 BY2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2342'6.4 MI S FROM TENNESSEE COLONY.
 BY2342'3.2 MILES SOUTHEAST ALONG A COUNTY ROAD LEADING TO TUCKER FROM THE
 BY2342'SCHOOL AT TENNESSEE COLONY, THENCE 2.0 MILES WEST ALONG A NARROW ROAD,
 BY2342'THENCE 0.7 MILE SOUTHWEST ALONG A FARM ROAD TO A LARGE BARN, THENCE
 BY2342'0.5 MILE SOUTH TO A ROAD JUNCTION AND THE SITE OF THE MARK, 25 FEET
 BY2342'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 22 FEET EAST OF THE
 BY2342'CENTER LINE OF A NORTH AND SOUTH ROAD, 17 FEET NORTHEAST OF THE
 BY2342'NORTHEAST CORNER OF A WOODEN BRIDGE, 2 FEET SOUTH OF A 4X4 MARKER
 BY2342'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 BY2342
 BY2342                          STATION RECOVERY (1977)
 BY2342
 BY2342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2273 ***********************************************************************
 BY2273  DESIGNATION -  B 399
 BY2273  PID         -  BY2273
 BY2273  STATE/COUNTY-  TX/ANDERSON
 BY2273  USGS QUAD   -  BLACKFOOT (1982)
 BY2273
 BY2273                         *CURRENT SURVEY CONTROL
 BY2273  ___________________________________________________________________
 BY2273* NAD 83(1986)-  31 59 11.     (N)    095 48 26.     (W)     SCALED    
 BY2273* NAVD 88     -       119.213  (meters)     391.12   (feet)  ADJUSTED  
 BY2273  ___________________________________________________________________
 BY2273  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BY2273  DYNAMIC HT  -         119.072 (meters)     390.66  (feet)  COMP
 BY2273  MODELED GRAV-     979,457.3   (mgal)                       NAVD 88
 BY2273
 BY2273  VERT ORDER  -  SECOND    CLASS 0
 BY2273
 BY2273.The horizontal coordinates were scaled from a topographic map and have
 BY2273.an estimated accuracy of +/- 6 seconds.
 BY2273
 BY2273.The orthometric height was determined by differential leveling
 BY2273.and adjusted by the National Geodetic Survey in June 1991..
 BY2273
 BY2273.The geoid height was determined by GEOID03.
 BY2273
 BY2273.The dynamic height is computed by dividing the NAVD 88
 BY2273.geopotential number by the normal gravity value computed on the
 BY2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2273.degrees latitude (g = 980.6199 gals.).
 BY2273
 BY2273.The modeled gravity was interpolated from observed gravity values.
 BY2273
 BY2273;                    North         East    Units  Estimated Accuracy
 BY2273;SPC TX C     - 3,265,870.    1,127,640.      MT  (+/- 180 meters Scaled)
 BY2273
 BY2273                          SUPERSEDED SURVEY CONTROL
 BY2273
 BY2273  NGVD 29 (??/??/92)  119.208  (m)          391.10   (f) ADJ UNCH    2 0
 BY2273
 BY2273.Superseded values are not recommended for survey control.
 BY2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2273.See file dsdata.txt to determine how the superseded data were derived.
 BY2273
 BY2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR347423(NAD 83)
 BY2273_MARKER: DB = BENCH MARK DISK
 BY2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2273_STAMPING: B 399 1947
 BY2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2273+STABILITY: SURFACE MOTION
 BY2273
 BY2273  HISTORY     - Date     Condition        Report By
 BY2273  HISTORY     - 1947     MONUMENTED       CGS
 BY2273  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2273
 BY2273                          STATION DESCRIPTION
 BY2273
 BY2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2273'2.4 MI W FROM BRADFORD.
 BY2273'ALONG A NARROW OIL ROAD, 2.4 MILES WEST OF WOODS STORE AT BRADFORD,
 BY2273'108 FEET NORTH OF THE NORTHWEST CORNER OF PRICES STORE, 42 FEET NORTH
 BY2273'OF THE CENTER OF THE ROAD, 48 FEET WEST OF THE CENTER OF A SIDE ROAD,
 BY2273'17 FEET WEST OF A CORNER FENCE POST, 3 FEET SOUTH OF A WIRE FENCE, 2
 BY2273'FEET WEST OF WITNESS POST.
 BY2273
 BY2273                          STATION RECOVERY (1977)
 BY2273
 BY2273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1237 ***********************************************************************
 AN1237  DESIGNATION -  B 40
 AN1237  PID         -  AN1237
 AN1237  STATE/COUNTY-  TX/REFUGIO
 AN1237  USGS QUAD   -  REFUGIO (1979)
 AN1237
 AN1237                         *CURRENT SURVEY CONTROL
 AN1237  ___________________________________________________________________
 AN1237* NAD 83(1986)-  28 17 27.     (N)    097 16 42.     (W)     SCALED    
 AN1237* NAVD 88     -        11.842  (meters)      38.85   (feet)  ADJUSTED  
 AN1237  ___________________________________________________________________
 AN1237  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1237  DYNAMIC HT  -          11.825 (meters)      38.80  (feet)  COMP
 AN1237  MODELED GRAV-     979,155.9   (mgal)                       NAVD 88
 AN1237
 AN1237  VERT ORDER  -  FIRST     CLASS I
 AN1237
 AN1237.The horizontal coordinates were scaled from a topographic map and have
 AN1237.an estimated accuracy of +/- 6 seconds.
 AN1237
 AN1237.The orthometric height was determined by differential leveling
 AN1237.and adjusted by the National Geodetic Survey in June 1991..
 AN1237
 AN1237.The geoid height was determined by GEOID03.
 AN1237
 AN1237.The dynamic height is computed by dividing the NAVD 88
 AN1237.geopotential number by the normal gravity value computed on the
 AN1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1237.degrees latitude (g = 980.6199 gals.).
 AN1237
 AN1237.The modeled gravity was interpolated from observed gravity values.
 AN1237
 AN1237;                    North         East    Units  Estimated Accuracy
 AN1237;SPC TXSC     - 4,051,950.      768,890.      MT  (+/- 180 meters Scaled)
 AN1237
 AN1237                          SUPERSEDED SURVEY CONTROL
 AN1237
 AN1237  NGVD 29 (??/??/92)   12.000  (m)           39.37   (f) ADJ UNCH    1 1
 AN1237
 AN1237.Superseded values are not recommended for survey control.
 AN1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1237.See file dsdata.txt to determine how the superseded data were derived.
 AN1237
 AN1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS688306(NAD 83)
 AN1237_MARKER: DB = BENCH MARK DISK
 AN1237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1237_SP_SET: ABUTMENT
 AN1237_STAMPING: B 40 1918 ELEV. 40.197 FT.
 AN1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1237
 AN1237  HISTORY     - Date     Condition        Report By
 AN1237  HISTORY     - 1918     MONUMENTED       CGS
 AN1237  HISTORY     - 1942     GOOD             NGS
 AN1237  HISTORY     - 1978     GOOD             NGS
 AN1237  HISTORY     - 19990724 GOOD             USPSQD
 AN1237
 AN1237                          STATION DESCRIPTION
 AN1237
 AN1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1237'1.0 MI SW FROM REFUGIO.
 AN1237'TO REACH FROM THE RAILROAD STATION AT REFUGIO, PROCEED 1.0 MILE
 AN1237'SOUTHWEST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO THE
 AN1237'RAILROAD BRIDGE OVER THE MISSION RIVER AND SITE OF BENCH MARK.  BENCH
 AN1237'MARK IS SET HORIZONTALLY IN THE NORTHWEST END OF THE SOUTHWEST
 AN1237'ABUTMENT OF RAILROAD BRIDGE.  IT IS 10.0 FEET NORTHWEST OF AND ABOUT
 AN1237'8.0 FEET BELOW THE CENTERLINE OF TRACK.  A DISK SET IN DRILL HOLE.
 AN1237
 AN1237                          STATION RECOVERY (1978)
 AN1237
 AN1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1237'RECOVERED IN GOOD CONDITION.
 AN1237
 AN1237                          STATION RECOVERY (1999)
 AN1237
 AN1237'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2299 ***********************************************************************
 BY2299  DESIGNATION -  B 400
 BY2299  PID         -  BY2299
 BY2299  STATE/COUNTY-  TX/FREESTONE
 BY2299  USGS QUAD   -  YARD (1982)
 BY2299
 BY2299                         *CURRENT SURVEY CONTROL
 BY2299  ___________________________________________________________________
 BY2299* NAD 83(1986)-  31 49 04.     (N)    095 59 09.     (W)     SCALED    
 BY2299* NAVD 88     -        75.888  (meters)     248.98   (feet)  ADJUSTED  
 BY2299  ___________________________________________________________________
 BY2299  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BY2299  DYNAMIC HT  -          75.798 (meters)     248.68  (feet)  COMP
 BY2299  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 BY2299
 BY2299  VERT ORDER  -  SECOND    CLASS 0
 BY2299
 BY2299.The horizontal coordinates were scaled from a topographic map and have
 BY2299.an estimated accuracy of +/- 6 seconds.
 BY2299
 BY2299.The orthometric height was determined by differential leveling
 BY2299.and adjusted by the National Geodetic Survey in June 1991..
 BY2299
 BY2299.The geoid height was determined by GEOID03.
 BY2299
 BY2299.The dynamic height is computed by dividing the NAVD 88
 BY2299.geopotential number by the normal gravity value computed on the
 BY2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2299.degrees latitude (g = 980.6199 gals.).
 BY2299
 BY2299.The modeled gravity was interpolated from observed gravity values.
 BY2299
 BY2299;                    North         East    Units  Estimated Accuracy
 BY2299;SPC TX C     - 3,246,510.    1,111,510.      MT  (+/- 180 meters Scaled)
 BY2299
 BY2299                          SUPERSEDED SURVEY CONTROL
 BY2299
 BY2299  NGVD 29 (??/??/92)   75.878  (m)          248.94   (f) ADJ UNCH    2 0
 BY2299
 BY2299.Superseded values are not recommended for survey control.
 BY2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2299.See file dsdata.txt to determine how the superseded data were derived.
 BY2299
 BY2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR173241(NAD 83)
 BY2299_MARKER: DB = BENCH MARK DISK
 BY2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2299_STAMPING: B 400 1947
 BY2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2299+STABILITY: SURFACE MOTION
 BY2299
 BY2299  HISTORY     - Date     Condition        Report By
 BY2299  HISTORY     - 1947     MONUMENTED       CGS
 BY2299  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2299
 BY2299                          STATION DESCRIPTION
 BY2299
 BY2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2299'14.8 MI NE FROM FAIRFIELD.
 BY2299'ABOUT 8.2 MILES NORTHEAST ALONG A COUNTY ROAD LEADING TO YOUNG THENCE
 BY2299'6.6 MILES SOUTHEAST ALONG A ROAD TO COOK LAKE, 0.7 MILE WEST OF
 BY2299'TRINITY RIVER, 0.2 MILE WEST OF COOK LAKE, AT THE FOOT OF A HILL, 42
 BY2299'FEET EAST OF A 4 FOOT OAK TREE, 22 FEET SOUTH OF THE CENTER OF THE
 BY2299'ROAD, 2 FEET WEST OF WITNESS POST.
 BY2299
 BY2299                          STATION RECOVERY (1977)
 BY2299
 BY2299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1818 ***********************************************************************
 BY1818  DESIGNATION -  B 401
 BY1818  PID         -  BY1818
 BY1818  STATE/COUNTY-  TX/HOUSTON
 BY1818  USGS QUAD   -  HALLS BLUFF (1972)
 BY1818
 BY1818                         *CURRENT SURVEY CONTROL
 BY1818  ___________________________________________________________________
 BY1818* NAD 83(1986)-  31 21 46.     (N)    095 39 10.     (W)     SCALED    
 BY1818* NAVD 88     -        76.91   (+/-2cm)     252.3    (feet)  VERTCON   
 BY1818  ___________________________________________________________________
 BY1818  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY1818
 BY1818  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1818
 BY1818.The horizontal coordinates were scaled from a topographic map and have
 BY1818.an estimated accuracy of +/- 6 seconds.
 BY1818
 BY1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1818.The vertical order pertains to the NGVD 29 superseded value.
 BY1818
 BY1818.The geoid height was determined by GEOID03.
 BY1818
 BY1818;                    North         East    Units  Estimated Accuracy
 BY1818;SPC TX C     - 3,197,390.    1,145,140.      MT  (+/- 180 meters Scaled)
 BY1818
 BY1818                          SUPERSEDED SURVEY CONTROL
 BY1818
 BY1818  NGVD 29 (??/??/92)   76.901  (m)          252.30   (f) ADJ UNCH    2 0
 BY1818
 BY1818.Superseded values are not recommended for survey control.
 BY1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1818.See file dsdata.txt to determine how the superseded data were derived.
 BY1818
 BY1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ476728(NAD 83)
 BY1818_MARKER: DB = BENCH MARK DISK
 BY1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1818_STAMPING: B 401 1947
 BY1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1818+STABILITY: SURFACE MOTION
 BY1818
 BY1818  HISTORY     - Date     Condition        Report By
 BY1818  HISTORY     - 1947     MONUMENTED       CGS
 BY1818
 BY1818                          STATION DESCRIPTION
 BY1818
 BY1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1818'15.3 MI W FROM CROCKETT.
 BY1818'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1818'HIGHWAY NO.287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1818'NORTHWESTERLY 9.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWESTERLY
 BY1818'5.6 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS
 BY1818'ABOUT 61 YARDS SOUTH OF A FARMHOUSE, 38.1 FEET NORTHEAST OF A FOURTEEN
 BY1818'INCH OAK TREE, 20.7 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER
 BY1818'LINE OF THE ROAD, 1.0 FOOT NORTHWEST OF A FENCE AND 1.0 FOOT SOUTHWEST
 BY1818'OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP
 BY1818'OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1821 ***********************************************************************
 BY1821  DESIGNATION -  B 402
 BY1821  PID         -  BY1821
 BY1821  STATE/COUNTY-  TX/HOUSTON
 BY1821  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1821
 BY1821                         *CURRENT SURVEY CONTROL
 BY1821  ___________________________________________________________________
 BY1821* NAD 83(1986)-  31 18 10.     (N)    095 31 02.     (W)     SCALED    
 BY1821* NAVD 88     -       112.48   (+/-2cm)     369.0    (feet)  VERTCON   
 BY1821  ___________________________________________________________________
 BY1821  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY1821
 BY1821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1821
 BY1821.The horizontal coordinates were scaled from a topographic map and have
 BY1821.an estimated accuracy of +/- 6 seconds.
 BY1821
 BY1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1821.The vertical order pertains to the NGVD 29 superseded value.
 BY1821
 BY1821.The geoid height was determined by GEOID03.
 BY1821
 BY1821;                    North         East    Units  Estimated Accuracy
 BY1821;SPC TX C     - 3,191,300.    1,158,310.      MT  (+/- 180 meters Scaled)
 BY1821
 BY1821                          SUPERSEDED SURVEY CONTROL
 BY1821
 BY1821  NGVD 29 (??/??/92)  112.466  (m)          368.98   (f) ADJ UNCH    2 0
 BY1821
 BY1821.Superseded values are not recommended for survey control.
 BY1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1821.See file dsdata.txt to determine how the superseded data were derived.
 BY1821
 BY1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ604658(NAD 83)
 BY1821_MARKER: DB = BENCH MARK DISK
 BY1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1821_STAMPING: B 402 1947
 BY1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1821+STABILITY: SURFACE MOTION
 BY1821
 BY1821  HISTORY     - Date     Condition        Report By
 BY1821  HISTORY     - 1947     MONUMENTED       CGS
 BY1821
 BY1821                          STATION DESCRIPTION
 BY1821
 BY1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1821'3.8 MI W FROM CROCKETT.
 BY1821'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 3.8 MILES ALONG
 BY1821'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS 49.4 FEET NORTH OF
 BY1821'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 22.3 FEET EAST OF
 BY1821'A FENCE CORNER, 19.4 FEET EAST OF A FIFTEEN INCH OAK TREE, 1.5 FEET
 BY1821'SOUTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST. A
 BY1821'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1821'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1829 ***********************************************************************
 BY1829  DESIGNATION -  B 403
 BY1829  PID         -  BY1829
 BY1829  STATE/COUNTY-  TX/HOUSTON
 BY1829  USGS QUAD   -  HALLS BLUFF (1972)
 BY1829
 BY1829                         *CURRENT SURVEY CONTROL
 BY1829  ___________________________________________________________________
 BY1829* NAD 83(1986)-  31 19 05.     (N)    095 38 08.     (W)     SCALED    
 BY1829* NAVD 88     -        55.62   (+/-2cm)     182.5    (feet)  VERTCON   
 BY1829  ___________________________________________________________________
 BY1829  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BY1829
 BY1829  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1829
 BY1829.The horizontal coordinates were scaled from a topographic map and have
 BY1829.an estimated accuracy of +/- 6 seconds.
 BY1829
 BY1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1829.The vertical order pertains to the NGVD 29 superseded value.
 BY1829
 BY1829.The geoid height was determined by GEOID03.
 BY1829
 BY1829;                    North         East    Units  Estimated Accuracy
 BY1829;SPC TX C     - 3,192,510.    1,146,980.      MT  (+/- 180 meters Scaled)
 BY1829
 BY1829                          SUPERSEDED SURVEY CONTROL
 BY1829
 BY1829  NGVD 29 (??/??/92)   55.616  (m)          182.47   (f) ADJ UNCH    2 0
 BY1829
 BY1829.Superseded values are not recommended for survey control.
 BY1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1829.See file dsdata.txt to determine how the superseded data were derived.
 BY1829
 BY1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ491678(NAD 83)
 BY1829_MARKER: DB = BENCH MARK DISK
 BY1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1829_STAMPING: B 403 1947
 BY1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1829+STABILITY: SURFACE MOTION
 BY1829
 BY1829  HISTORY     - Date     Condition        Report By
 BY1829  HISTORY     - 1947     MONUMENTED       CGS
 BY1829
 BY1829                          STATION DESCRIPTION
 BY1829
 BY1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1829'11.9 MI W FROM CROCKETT.
 BY1829'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 11.9 MILES ALONG
 BY1829'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS 36.0 FEET NORTHEAST
 BY1829'OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY, 29.4
 BY1829'FEET SOUTHEAST OF THE SOUTHEAST END OF A BOARD GATE, 1.0 FOOT
 BY1829'SOUTHWEST OF A FENCE AND 1.0 FOOT NORTHWEST OF A 4 X 4 IN. MARKER
 BY1829'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY1829'WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0253 ***********************************************************************
 CS0253  DESIGNATION -  B 404
 CS0253  PID         -  CS0253
 CS0253  STATE/COUNTY-  TX/KAUFMAN
 CS0253  USGS QUAD   -  KAUFMAN (1963)
 CS0253
 CS0253                         *CURRENT SURVEY CONTROL
 CS0253  ___________________________________________________________________
 CS0253* NAD 83(1986)-  32 34 23.     (N)    096 18 01.     (W)     SCALED    
 CS0253* NAVD 88     -       128.120  (meters)     420.34   (feet)  ADJUSTED  
 CS0253  ___________________________________________________________________
 CS0253  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CS0253  DYNAMIC HT  -         127.977 (meters)     419.87  (feet)  COMP
 CS0253  MODELED GRAV-     979,517.1   (mgal)                       NAVD 88
 CS0253
 CS0253  VERT ORDER  -  SECOND    CLASS 0
 CS0253
 CS0253.The horizontal coordinates were scaled from a topographic map and have
 CS0253.an estimated accuracy of +/- 6 seconds.
 CS0253
 CS0253.The orthometric height was determined by differential leveling
 CS0253.and adjusted by the National Geodetic Survey in June 1991..
 CS0253
 CS0253.The geoid height was determined by GEOID03.
 CS0253
 CS0253.The dynamic height is computed by dividing the NAVD 88
 CS0253.geopotential number by the normal gravity value computed on the
 CS0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0253.degrees latitude (g = 980.6199 gals.).
 CS0253
 CS0253.The modeled gravity was interpolated from observed gravity values.
 CS0253
 CS0253;                    North         East    Units  Estimated Accuracy
 CS0253;SPC TXNC     - 2,102,670.      806,520.      MT  (+/- 180 meters Scaled)
 CS0253
 CS0253                          SUPERSEDED SURVEY CONTROL
 CS0253
 CS0253  NGVD 29 (??/??/92)  128.143  (m)          420.42   (f) ADJ UNCH    2 0
 CS0253
 CS0253.Superseded values are not recommended for survey control.
 CS0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0253.See file dsdata.txt to determine how the superseded data were derived.
 CS0253
 CS0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB534071(NAD 83)
 CS0253_MARKER: DB = BENCH MARK DISK
 CS0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0253_STAMPING: B 404 1947
 CS0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0253+STABILITY: SURFACE MOTION
 CS0253
 CS0253  HISTORY     - Date     Condition        Report By
 CS0253  HISTORY     - 1947     MONUMENTED       CGS
 CS0253
 CS0253                          STATION DESCRIPTION
 CS0253
 CS0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0253'1.0 MI SE FROM KAUFMAN.
 CS0253'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 CS0253'THE STATION AT KAUFMAN, ABOUT THREE POLES SOUTH OF AND ACROSS THE
 CS0253'TRACK FROM MILE POST 282, 48.0 FEET NORTHEAST OF AND ABOUT LEVEL WITH
 CS0253'THE CENTER LINE OF THE TRACK, 35.7 FEET EAST OF A YARD LIMIT SIGN, 4.0
 CS0253'FEET SOUTHWEST OF A FENCE CORNER, 2.0 FEET SOUTHWEST OF THE RIGHT OF
 CS0253'WAY FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE
 CS0253'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 CS0253'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2188 ***********************************************************************
 BY2188  DESIGNATION -  B 405
 BY2188  PID         -  BY2188
 BY2188  STATE/COUNTY-  TX/LEON
 BY2188  USGS QUAD   -  OAKWOOD (1964)
 BY2188
 BY2188                         *CURRENT SURVEY CONTROL
 BY2188  ___________________________________________________________________
 BY2188* NAD 83(1986)-  31 30 53.     (N)    095 46 24.     (W)     SCALED    
 BY2188* NAVD 88     -        78.34   (+/-2cm)     257.0    (feet)  VERTCON   
 BY2188  ___________________________________________________________________
 BY2188  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY2188
 BY2188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2188
 BY2188.The horizontal coordinates were scaled from a topographic map and have
 BY2188.an estimated accuracy of +/- 6 seconds.
 BY2188
 BY2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2188.The vertical order pertains to the NGVD 29 superseded value.
 BY2188
 BY2188.The geoid height was determined by GEOID03.
 BY2188
 BY2188;                    North         East    Units  Estimated Accuracy
 BY2188;SPC TX C     - 3,213,750.    1,132,990.      MT  (+/- 180 meters Scaled)
 BY2188
 BY2188                          SUPERSEDED SURVEY CONTROL
 BY2188
 BY2188  NGVD 29 (??/??/92)   78.319  (m)          256.95   (f) ADJ UNCH    2 0
 BY2188
 BY2188.Superseded values are not recommended for survey control.
 BY2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2188.See file dsdata.txt to determine how the superseded data were derived.
 BY2188
 BY2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ366899(NAD 83)
 BY2188_MARKER: DB = BENCH MARK DISK
 BY2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2188_STAMPING: B 405 1947
 BY2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2188+STABILITY: SURFACE MOTION
 BY2188
 BY2188  HISTORY     - Date     Condition        Report By
 BY2188  HISTORY     - 1947     MONUMENTED       CGS
 BY2188
 BY2188                          STATION DESCRIPTION
 BY2188
 BY2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2188'7.5 MI SE FROM OAKWOOD.
 BY2188'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY2188'OAKWOOD GO EAST 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE
 BY2188'SOUTHEASTERLY 7.4 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY2188'BENCH MARK IS ABOUT 50 YARDS SOUTH OF A SMALL FRAME HOUSE, 44.2 FEET
 BY2188'NORTHEAST OF AND ABOUT 1.5 FEET HIGHER THAN THE CENTER LINE OF THE
 BY2188'ROAD, 22.5 FEET NORTH OF A FENCE CORNER, 18.6 FEET SOUTHEAST OF A
 BY2188'THIRTYSIX INCH OAK TREE, 8.1 FEET NORTH OF A SIXTEEN INCH OAK TREE,
 BY2188'1.0 FOOT WEST OF A FENCE AND 2.0 FEET SOUTH OF A 4 X 4 IN. MARKER
 BY2188'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY2188'WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1771 ***********************************************************************
 BY1771  DESIGNATION -  B 406
 BY1771  PID         -  BY1771
 BY1771  STATE/COUNTY-  TX/HOUSTON
 BY1771  USGS QUAD   -  HAYS SPRING (1964)
 BY1771
 BY1771                         *CURRENT SURVEY CONTROL
 BY1771  ___________________________________________________________________
 BY1771* NAD 83(1986)-  31 28 33.     (N)    095 31 23.     (W)     SCALED    
 BY1771* NAVD 88     -       142.81   (+/-2cm)     468.5    (feet)  VERTCON   
 BY1771  ___________________________________________________________________
 BY1771  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY1771
 BY1771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1771
 BY1771.The horizontal coordinates were scaled from a topographic map and have
 BY1771.an estimated accuracy of +/- 6 seconds.
 BY1771
 BY1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1771.The vertical order pertains to the NGVD 29 superseded value.
 BY1771
 BY1771.The geoid height was determined by GEOID03.
 BY1771
 BY1771;                    North         East    Units  Estimated Accuracy
 BY1771;SPC TX C     - 3,210,440.    1,156,920.      MT  (+/- 180 meters Scaled)
 BY1771
 BY1771                          SUPERSEDED SURVEY CONTROL
 BY1771
 BY1771  NGVD 29 (??/??/92)  142.800  (m)          468.50   (f) ADJ UNCH    2 0
 BY1771
 BY1771.Superseded values are not recommended for survey control.
 BY1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1771.See file dsdata.txt to determine how the superseded data were derived.
 BY1771
 BY1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ603850(NAD 83)
 BY1771_MARKER: DB = BENCH MARK DISK
 BY1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1771_STAMPING: B 406 1947
 BY1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1771+STABILITY: SURFACE MOTION
 BY1771
 BY1771  HISTORY     - Date     Condition        Report By
 BY1771  HISTORY     - 1947     MONUMENTED       CGS
 BY1771  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1771
 BY1771                          STATION DESCRIPTION
 BY1771
 BY1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1771'3.0 MI SW FROM GRAPELAND.
 BY1771'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1771'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY 3.0
 BY1771'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 65.7
 BY1771'FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A TWELVE INCH PINE TREE,
 BY1771'28.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BY1771'1.5 FEET NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER
 BY1771'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY1771'FLUSH WITH THE GROUND.
 BY1771
 BY1771                          STATION RECOVERY (1964)
 BY1771
 BY1771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2204 ***********************************************************************
 BY2204  DESIGNATION -  B 407
 BY2204  PID         -  BY2204
 BY2204  STATE/COUNTY-  TX/HOUSTON
 BY2204  USGS QUAD   -  ELKHART CREEK (1982)
 BY2204
 BY2204                         *CURRENT SURVEY CONTROL
 BY2204  ___________________________________________________________________
 BY2204* NAD 83(1986)-  31 31 06.     (N)    095 36 20.     (W)     SCALED    
 BY2204* NAVD 88     -        83.69   (+/-2cm)     274.6    (feet)  VERTCON   
 BY2204  ___________________________________________________________________
 BY2204  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY2204
 BY2204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2204
 BY2204.The horizontal coordinates were scaled from a topographic map and have
 BY2204.an estimated accuracy of +/- 6 seconds.
 BY2204
 BY2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2204.The vertical order pertains to the NGVD 29 superseded value.
 BY2204
 BY2204.The geoid height was determined by GEOID03.
 BY2204
 BY2204;                    North         East    Units  Estimated Accuracy
 BY2204;SPC TX C     - 3,214,810.    1,148,890.      MT  (+/- 180 meters Scaled)
 BY2204
 BY2204                          SUPERSEDED SURVEY CONTROL
 BY2204
 BY2204  NGVD 29 (??/??/92)   83.675  (m)          274.52   (f) ADJ UNCH    2 0
 BY2204
 BY2204.Superseded values are not recommended for survey control.
 BY2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2204.See file dsdata.txt to determine how the superseded data were derived.
 BY2204
 BY2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ525899(NAD 83)
 BY2204_MARKER: DB = BENCH MARK DISK
 BY2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2204_STAMPING: B 407 1947
 BY2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2204+STABILITY: SURFACE MOTION
 BY2204
 BY2204  HISTORY     - Date     Condition        Report By
 BY2204  HISTORY     - 1947     MONUMENTED       CGS
 BY2204  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2204
 BY2204                          STATION DESCRIPTION
 BY2204
 BY2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2204'9.0 MI W FROM GRAPELAND.
 BY2204'TO REACH FROM THE GRAPELAND HIGH SCHOOL AT GRAPELAND GO WEST 1 BLOCK
 BY2204'ALONG A GRAVELED ROAD, THENCE NORTH 1.1 MILES ALONG A GRADED DIRT
 BY2204'ROAD, THENCE WESTERLY 7.9 MILES ALONG A GRADED DIRT ROAD TO SITE OF
 BY2204'MARK, BENCH MARK IS 81.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BY2204'WOODEN BRIDGE, 32.7 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 BY2204'OF THE ROAD, 13.0 FEET WEST OF THE WEST END OF A WIRE GATE, 1.0 FOOT
 BY2204'NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST. A
 BY2204'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BY2204'THE GROUND.
 BY2204
 BY2204                          STATION RECOVERY (1977)
 BY2204
 BY2204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0497 ***********************************************************************
 CS0497  DESIGNATION -  B 408
 CS0497  PID         -  CS0497
 CS0497  STATE/COUNTY-  TX/NAVARRO
 CS0497  USGS QUAD   -  BAZETTE (1976)
 CS0497
 CS0497                         *CURRENT SURVEY CONTROL
 CS0497  ___________________________________________________________________
 CS0497* NAD 83(1986)-  32 13 40.     (N)    096 15 35.     (W)     SCALED    
 CS0497* NAVD 88     -        93.718  (meters)     307.47   (feet)  ADJUSTED  
 CS0497  ___________________________________________________________________
 CS0497  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0497  DYNAMIC HT  -          93.610 (meters)     307.12  (feet)  COMP
 CS0497  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CS0497
 CS0497  VERT ORDER  -  SECOND    CLASS 0
 CS0497
 CS0497.The horizontal coordinates were scaled from a topographic map and have
 CS0497.an estimated accuracy of +/- 6 seconds.
 CS0497
 CS0497.The orthometric height was determined by differential leveling
 CS0497.and adjusted by the National Geodetic Survey in June 1991..
 CS0497
 CS0497.The geoid height was determined by GEOID03.
 CS0497
 CS0497.The dynamic height is computed by dividing the NAVD 88
 CS0497.geopotential number by the normal gravity value computed on the
 CS0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0497.degrees latitude (g = 980.6199 gals.).
 CS0497
 CS0497.The modeled gravity was interpolated from observed gravity values.
 CS0497
 CS0497;                    North         East    Units  Estimated Accuracy
 CS0497;SPC TXNC     - 2,064,470.      811,150.      MT  (+/- 180 meters Scaled)
 CS0497
 CS0497                          SUPERSEDED SURVEY CONTROL
 CS0497
 CS0497  NGVD 29 (??/??/92)   93.724  (m)          307.49   (f) ADJ UNCH    2 0
 CS0497
 CS0497.Superseded values are not recommended for survey control.
 CS0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0497.See file dsdata.txt to determine how the superseded data were derived.
 CS0497
 CS0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA582689(NAD 83)
 CS0497_MARKER: DB = BENCH MARK DISK
 CS0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0497_STAMPING: B 408 1947
 CS0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0497+STABILITY: SURFACE MOTION
 CS0497
 CS0497  HISTORY     - Date     Condition        Report By
 CS0497  HISTORY     - 1947     MONUMENTED       CGS
 CS0497  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 CS0497
 CS0497                          STATION DESCRIPTION
 CS0497
 CS0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0497'6.5 MI N FROM BAZETTE.
 CS0497'TO REACH FROM THE BAZETTE SCHOOL AT BAZETTE, PROCEED 1.1 MILE
 CS0497'SOUTHWEST AND 2.4 MILES NORTHWEST ALONG THE BAZETTE-MONTFORT ROAD TO A
 CS0497'DIRT ROAD LEADING NORTHEAST, THENCE 3.0 MILES NORTHEAST ALONG A DIRT
 CS0497'ROAD, BENCH MARK IS ON THE INSIDE OF A TURN IN THE ROAD TO THE
 CS0497'SOUTHEAST, 32.0 FEET SOUTHWEST OF THE CENTER OF THE
 CS0497'NORTHWEST-SOUTHEAST PORTION OF AND 15.0 FEET SOUTHEAST OF THE CENTER
 CS0497'OF THE NORTHEAST-SOUTHWEST PORTION OF THE ROAD, 21.0 FEET EAST OF A
 CS0497'TRIANGULAR BLAZE ON AN 18-INCH OAK TREE, 16.0 FEET SOUTH OF A FENCE
 CS0497'CORNER POST, 8.0 FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE,
 CS0497'2.3 FEET NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2
 CS0497'FEET ABOVE THE ROAD AND PROJECTING 0.3 FOOT.
 CS0497
 CS0497                          STATION RECOVERY (1972)
 CS0497
 CS0497'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0282 ***********************************************************************
 BZ0282  DESIGNATION -  B 409
 BZ0282  PID         -  BZ0282
 BZ0282  STATE/COUNTY-  TX/NAVARRO
 BZ0282  USGS QUAD   -  WINKLER (1982)
 BZ0282
 BZ0282                         *CURRENT SURVEY CONTROL
 BZ0282  ___________________________________________________________________
 BZ0282* NAD 83(1986)-  31 59 28.     (N)    096 09 52.     (W)     SCALED    
 BZ0282* NAVD 88     -        96.360  (meters)     316.14   (feet)  ADJUSTED  
 BZ0282  ___________________________________________________________________
 BZ0282  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ0282  DYNAMIC HT  -          96.248 (meters)     315.77  (feet)  COMP
 BZ0282  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 BZ0282
 BZ0282  VERT ORDER  -  SECOND    CLASS 0
 BZ0282
 BZ0282.The horizontal coordinates were scaled from a topographic map and have
 BZ0282.an estimated accuracy of +/- 6 seconds.
 BZ0282
 BZ0282.The orthometric height was determined by differential leveling
 BZ0282.and adjusted by the National Geodetic Survey in June 1991..
 BZ0282
 BZ0282.The geoid height was determined by GEOID03.
 BZ0282
 BZ0282.The dynamic height is computed by dividing the NAVD 88
 BZ0282.geopotential number by the normal gravity value computed on the
 BZ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0282.degrees latitude (g = 980.6199 gals.).
 BZ0282
 BZ0282.The modeled gravity was interpolated from observed gravity values.
 BZ0282
 BZ0282;                    North         East    Units  Estimated Accuracy
 BZ0282;SPC TXNC     - 2,038,430.      820,710.      MT  (+/- 180 meters Scaled)
 BZ0282
 BZ0282                          SUPERSEDED SURVEY CONTROL
 BZ0282
 BZ0282  NGVD 29 (??/??/92)   96.36   (m)          316.1    (f) COMPUTED    2 0
 BZ0282
 BZ0282.Superseded values are not recommended for survey control.
 BZ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0282.See file dsdata.txt to determine how the superseded data were derived.
 BZ0282
 BZ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA679429(NAD 83)
 BZ0282_MARKER: DB = BENCH MARK DISK
 BZ0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0282_SP_SET: CULVERT
 BZ0282_STAMPING: B 409 1947
 BZ0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0282
 BZ0282  HISTORY     - Date     Condition        Report By
 BZ0282  HISTORY     - 1947     MONUMENTED       CGS
 BZ0282
 BZ0282                          STATION DESCRIPTION
 BZ0282
 BZ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0282'11.4 MI W FROM CAYUGA.
 BZ0282'11.4 MILES WEST ALONG U.S. HIGHWAY NO.287 FROM THE POST OFFICE AT
 BZ0282'CAYUGA, 0.2 MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING
 BZ0282'NORTHWEST, 22.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, SET IN TOP OF
 BZ0282'THE WEST END OF THE NORTH HEAD-WALL OF A 3X3 FOOT CONCRETE CULVERT
 BZ0282'UNDER THE HIGHWAY, ABOUT THE SAME ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0283 ***********************************************************************
 BZ0283  DESIGNATION -  B 409 RESET 1961
 BZ0283  PID         -  BZ0283
 BZ0283  STATE/COUNTY-  TX/NAVARRO
 BZ0283  USGS QUAD   -  WINKLER (1982)
 BZ0283
 BZ0283                         *CURRENT SURVEY CONTROL
 BZ0283  ___________________________________________________________________
 BZ0283* NAD 83(1986)-  31 59 28.     (N)    096 09 52.     (W)     SCALED    
 BZ0283* NAVD 88     -        96.24   (+/-2cm)     315.7    (feet)  VERTCON   
 BZ0283  ___________________________________________________________________
 BZ0283  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ0283
 BZ0283  VERT ORDER  -  THIRD (See Below)
 BZ0283
 BZ0283.The horizontal coordinates were scaled from a topographic map and have
 BZ0283.an estimated accuracy of +/- 6 seconds.
 BZ0283
 BZ0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0283.The vertical order pertains to the NGVD 29 superseded value.
 BZ0283
 BZ0283.The geoid height was determined by GEOID03.
 BZ0283
 BZ0283;                    North         East    Units  Estimated Accuracy
 BZ0283;SPC TXNC     - 2,038,430.      820,710.      MT  (+/- 180 meters Scaled)
 BZ0283
 BZ0283                          SUPERSEDED SURVEY CONTROL
 BZ0283
 BZ0283  NGVD 29 (??/??/??)   96.23   (m)          315.7    (f) RESET       3  
 BZ0283
 BZ0283.Superseded values are not recommended for survey control.
 BZ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0283.See file dsdata.txt to determine how the superseded data were derived.
 BZ0283
 BZ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA679429(NAD 83)
 BZ0283_MARKER: DD = SURVEY DISK
 BZ0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0283_SP_SET: CULVERT
 BZ0283_STAMPING: B 409 RESET 1961
 BZ0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0283
 BZ0283  HISTORY     - Date     Condition        Report By
 BZ0283  HISTORY     - 1961     MONUMENTED       TXHD
 BZ0283
 BZ0283                          STATION DESCRIPTION
 BZ0283
 BZ0283'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 BZ0283'11.4 MI W FROM CAYUGA.
 BZ0283'11.4 MILES WEST ALONG U.S. HIGHWAY NO. 287 FROM THE POST OFFICE AT
 BZ0283'CAYUGA, 0.2 MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING
 BZ0283'NORTHWEST, 22.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, SET IN TOP OF
 BZ0283'THE WEST END OF THE NORTH HEADWALL OF A 3X3 FOOT CONCRETE CULVERT
 BZ0283'UNDER THE HIGHWAY, ABOUT THE SAME ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0310 ***********************************************************************
 BZ0310  DESIGNATION -  B 410
 BZ0310  PID         -  BZ0310
 BZ0310  STATE/COUNTY-  TX/FREESTONE
 BZ0310  USGS QUAD   -  YOUNG (1982)
 BZ0310
 BZ0310                         *CURRENT SURVEY CONTROL
 BZ0310  ___________________________________________________________________
 BZ0310* NAD 83(1986)-  31 50 34.     (N)    096 04 45.     (W)     SCALED    
 BZ0310* NAVD 88     -       109.400  (meters)     358.92   (feet)  ADJUSTED  
 BZ0310  ___________________________________________________________________
 BZ0310  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BZ0310  DYNAMIC HT  -         109.271 (meters)     358.50  (feet)  COMP
 BZ0310  MODELED GRAV-     979,455.5   (mgal)                       NAVD 88
 BZ0310
 BZ0310  VERT ORDER  -  SECOND    CLASS 0
 BZ0310
 BZ0310.The horizontal coordinates were scaled from a topographic map and have
 BZ0310.an estimated accuracy of +/- 6 seconds.
 BZ0310
 BZ0310.The orthometric height was determined by differential leveling
 BZ0310.and adjusted by the National Geodetic Survey in June 1991..
 BZ0310
 BZ0310.The geoid height was determined by GEOID03.
 BZ0310
 BZ0310.The dynamic height is computed by dividing the NAVD 88
 BZ0310.geopotential number by the normal gravity value computed on the
 BZ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0310.degrees latitude (g = 980.6199 gals.).
 BZ0310
 BZ0310.The modeled gravity was interpolated from observed gravity values.
 BZ0310
 BZ0310;                    North         East    Units  Estimated Accuracy
 BZ0310;SPC TX C     - 3,248,940.    1,102,570.      MT  (+/- 180 meters Scaled)
 BZ0310
 BZ0310                          SUPERSEDED SURVEY CONTROL
 BZ0310
 BZ0310  NGVD 29 (??/??/92)  109.391  (m)          358.89   (f) ADJ UNCH    2 0
 BZ0310
 BZ0310.Superseded values are not recommended for survey control.
 BZ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0310.See file dsdata.txt to determine how the superseded data were derived.
 BZ0310
 BZ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA764267(NAD 83)
 BZ0310_MARKER: DB = BENCH MARK DISK
 BZ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0310_STAMPING: B 410 1947
 BZ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0310+STABILITY: SURFACE MOTION
 BZ0310
 BZ0310  HISTORY     - Date     Condition        Report By
 BZ0310  HISTORY     - 1947     MONUMENTED       CGS
 BZ0310
 BZ0310                          STATION DESCRIPTION
 BZ0310
 BZ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0310'IN YOUNG.
 BZ0310'AT YOUNG, 115.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE GENERAL
 BZ0310'STORE, 85.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 25.0 FEET
 BZ0310'WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 15.5 FEET SOUTH OF THE SOUTH
 BZ0310'SIDE OF A 3-FOOT LONE OAK TREE, 2.0 FEET NORTH OF A REFERENCE POST,
 BZ0310'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BZ0310'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2332 ***********************************************************************
 CS2332  DESIGNATION -  B 411
 CS2332  PID         -  CS2332
 CS2332  STATE/COUNTY-  TX/PARKER
 CS2332  USGS QUAD   -  ALEDO (1981)
 CS2332
 CS2332                         *CURRENT SURVEY CONTROL
 CS2332  ___________________________________________________________________
 CS2332* NAD 83(1986)-  32 40 31.     (N)    097 34 27.     (W)     SCALED    
 CS2332* NAVD 88     -       281.343  (meters)     923.04   (feet)  ADJUSTED  
 CS2332  ___________________________________________________________________
 CS2332  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CS2332  DYNAMIC HT  -         281.009 (meters)     921.94  (feet)  COMP
 CS2332  MODELED GRAV-     979,442.9   (mgal)                       NAVD 88
 CS2332
 CS2332  VERT ORDER  -  FIRST     CLASS II
 CS2332
 CS2332.The horizontal coordinates were scaled from a topographic map and have
 CS2332.an estimated accuracy of +/- 6 seconds.
 CS2332
 CS2332.The orthometric height was determined by differential leveling
 CS2332.and adjusted by the National Geodetic Survey in June 1991..
 CS2332
 CS2332.The geoid height was determined by GEOID03.
 CS2332
 CS2332.The dynamic height is computed by dividing the NAVD 88
 CS2332.geopotential number by the normal gravity value computed on the
 CS2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2332.degrees latitude (g = 980.6199 gals.).
 CS2332
 CS2332.The modeled gravity was interpolated from observed gravity values.
 CS2332
 CS2332;                    North         East    Units  Estimated Accuracy
 CS2332;SPC TXNC     - 2,112,230.      686,830.      MT  (+/- 180 meters Scaled)
 CS2332
 CS2332                          SUPERSEDED SURVEY CONTROL
 CS2332
 CS2332.No superseded survey control is available for this station.
 CS2332
 CS2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB336161(NAD 83)
 CS2332_MARKER: DB = BENCH MARK DISK
 CS2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2332_STAMPING: B 411 1947
 CS2332_MARK LOGO: CGS   
 CS2332_PROJECTION: PROJECTING 20 CENTIMETERS
 CS2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2332+STABILITY: SURFACE MOTION
 CS2332
 CS2332  HISTORY     - Date     Condition        Report By
 CS2332  HISTORY     - 1947     MONUMENTED       CGS
 CS2332  HISTORY     - 1951     GOOD             NGS
 CS2332  HISTORY     - 1983     GOOD             NGS
 CS2332  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2332  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2332
 CS2332                          STATION DESCRIPTION
 CS2332
 CS2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS2332'2.4 MI E FROM ALEDO.
 CS2332'2.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS2332'AT ALEDO, 0.3 MILE EAST OF MILE POST 262, 100 FEET NORTH OF THE CENTER
 CS2332'LINE OF THE RAILROAD, 61 FEET NORTHEAST OF A TELEPHONE POLE, 3 FEET
 CS2332'EAST OF A 4X4 MARKER POST, 1 FOOT NORTH OF THE NORTH RIGHT OF WAY
 CS2332'FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS2332'8 INCHES ABOVE THE GROUND.
 CS2332
 CS2332                          STATION RECOVERY (1951)
 CS2332
 CS2332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CS2332'RECOVERED IN GOOD CONDITION.
 CS2332
 CS2332                          STATION RECOVERY (1983)
 CS2332
 CS2332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2332'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  25.6 KM (15.9
 CS2332'MI) WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 CS2332'WITH SOUTH MAIN STREET IN FORT WORTH, OR 18.8 KM (11.7 MI) EASTERLY
 CS2332'ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH STATE HIGHWAY 171
 CS2332'IN WEATHERFORD, THENCE 3.8 KM (2.35 MI) SOUTHERLY ALONG FARM ROAD 5,
 CS2332'THENCE 3.5 KM (2.15 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD,
 CS2332'AND 29.6 METERS (97.1 FT) NORTH OF THE NEAR RAIL.
 CS2332'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST AND FENCE
 CS2332'THE MARK IS 1.0 M ABOVE THE TRACKS.
 CS2332
 CS2332                          STATION RECOVERY (1997)
 CS2332
 CS2332'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2332'MARK NOT FOUND.
 CS2332
 CS2332                          STATION RECOVERY (2004)
 CS2332
 CS2332'RECOVERY NOTE BY US POWER SQUADRON 2004 (TGC)
 CS2332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1051 ***********************************************************************
 CS1051  DESIGNATION -  B 412
 CS1051  PID         -  CS1051
 CS1051  STATE/COUNTY-  TX/DALLAS
 CS1051  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1051
 CS1051                         *CURRENT SURVEY CONTROL
 CS1051  ___________________________________________________________________
 CS1051* NAD 83(1986)-  32 48 25.     (N)    096 44 56.     (W)     SCALED    
 CS1051* NAVD 88     -       167.560  (meters)     549.74   (feet)  ADJUSTED  
 CS1051  ___________________________________________________________________
 CS1051  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CS1051  DYNAMIC HT  -         167.371 (meters)     549.12  (feet)  COMP
 CS1051  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 CS1051
 CS1051  VERT ORDER  -  FIRST     CLASS II
 CS1051
 CS1051.The horizontal coordinates were scaled from a topographic map and have
 CS1051.an estimated accuracy of +/- 6 seconds.
 CS1051
 CS1051.The orthometric height was determined by differential leveling
 CS1051.and adjusted by the National Geodetic Survey in June 1991..
 CS1051
 CS1051.The geoid height was determined by GEOID03.
 CS1051
 CS1051.The dynamic height is computed by dividing the NAVD 88
 CS1051.geopotential number by the normal gravity value computed on the
 CS1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1051.degrees latitude (g = 980.6199 gals.).
 CS1051
 CS1051.The modeled gravity was interpolated from observed gravity values.
 CS1051
 CS1051;                    North         East    Units  Estimated Accuracy
 CS1051;SPC TXNC     - 2,127,810.      763,980.      MT  (+/- 180 meters Scaled)
 CS1051
 CS1051                          SUPERSEDED SURVEY CONTROL
 CS1051
 CS1051  NGVD 29 (??/??/92)  167.568  (m)          549.76   (f) ADJ UNCH    1 2
 CS1051
 CS1051.Superseded values are not recommended for survey control.
 CS1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1051.See file dsdata.txt to determine how the superseded data were derived.
 CS1051
 CS1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB107321(NAD 83)
 CS1051_MARKER: DB = BENCH MARK DISK
 CS1051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1051_SP_SET: BUILDING
 CS1051_STAMPING: B 412 1947
 CS1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1051
 CS1051  HISTORY     - Date     Condition        Report By
 CS1051  HISTORY     - 1947     MONUMENTED       CGS
 CS1051  HISTORY     - 1958     GOOD             NGS
 CS1051  HISTORY     - 1987     GOOD             USPSQD
 CS1051  HISTORY     - 19991120 GOOD             USPSQD
 CS1051
 CS1051                          STATION DESCRIPTION
 CS1051
 CS1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1051'IN DALLAS.
 CS1051'ABOUT 3.7 MILES NORTHEAST OF THE DALLAS COUNTY COURTHOUSE, IN THE J.
 CS1051'L. LONG JUNIOR HIGH SCHOOL BUILDING WHICH IS ON PAULUS STREET JUST
 CS1051'EAST OF RANDALL PARK, 5 FEET ABOVE THE GROUND, 3 FEET NORTH OF THE
 CS1051'SOUTHEAST CORNER OF THE BUILDING.  A BRONZE DISK SET VERTICALLY IN THE
 CS1051'WALL OF A RED BRICK SCHOOL BUILDING.
 CS1051
 CS1051                          STATION RECOVERY (1958)
 CS1051
 CS1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1051'RECOVERED IN GOOD CONDITION.
 CS1051
 CS1051                          STATION RECOVERY (1987)
 CS1051
 CS1051'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1051'RECOVERED IN GOOD CONDITION.
 CS1051
 CS1051                          STATION RECOVERY (1999)
 CS1051
 CS1051'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0331 ***********************************************************************
 BZ0331  DESIGNATION -  B 413
 BZ0331  PID         -  BZ0331
 BZ0331  STATE/COUNTY-  TX/FREESTONE
 BZ0331  USGS QUAD   -  YOUNG (1982)
 BZ0331
 BZ0331                         *CURRENT SURVEY CONTROL
 BZ0331  ___________________________________________________________________
 BZ0331* NAD 83(1986)-  31 49 01.     (N)    096 05 14.     (W)     SCALED    
 BZ0331* NAVD 88     -       124.382  (meters)     408.08   (feet)  ADJUSTED  
 BZ0331  ___________________________________________________________________
 BZ0331  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BZ0331  DYNAMIC HT  -         124.234 (meters)     407.59  (feet)  COMP
 BZ0331  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 BZ0331
 BZ0331  VERT ORDER  -  SECOND    CLASS 0
 BZ0331
 BZ0331.The horizontal coordinates were scaled from a topographic map and have
 BZ0331.an estimated accuracy of +/- 6 seconds.
 BZ0331
 BZ0331.The orthometric height was determined by differential leveling
 BZ0331.and adjusted by the National Geodetic Survey in June 1991..
 BZ0331
 BZ0331.The geoid height was determined by GEOID03.
 BZ0331
 BZ0331.The dynamic height is computed by dividing the NAVD 88
 BZ0331.geopotential number by the normal gravity value computed on the
 BZ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0331.degrees latitude (g = 980.6199 gals.).
 BZ0331
 BZ0331.The modeled gravity was interpolated from observed gravity values.
 BZ0331
 BZ0331;                    North         East    Units  Estimated Accuracy
 BZ0331;SPC TX C     - 3,246,050.    1,101,920.      MT  (+/- 180 meters Scaled)
 BZ0331
 BZ0331                          SUPERSEDED SURVEY CONTROL
 BZ0331
 BZ0331  NGVD 29 (??/??/92)  124.372  (m)          408.04   (f) ADJ UNCH    2 0
 BZ0331
 BZ0331.Superseded values are not recommended for survey control.
 BZ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0331.See file dsdata.txt to determine how the superseded data were derived.
 BZ0331
 BZ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA757238(NAD 83)
 BZ0331_MARKER: DB = BENCH MARK DISK
 BZ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0331_STAMPING: B 413 1947
 BZ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0331+STABILITY: SURFACE MOTION
 BZ0331
 BZ0331  HISTORY     - Date     Condition        Report By
 BZ0331  HISTORY     - 1947     MONUMENTED       CGS
 BZ0331  HISTORY     - 1968     MARK NOT FOUND   NGS
 BZ0331
 BZ0331                          STATION DESCRIPTION
 BZ0331
 BZ0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BZ0331'8.35 MI NE FROM FAIRFIELD.
 BZ0331'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE COURT HOUSE IN
 BZ0331'FAIRFIELD, THENCE 1.8 MILES NORTHEAST ALONG FARM ROAD 488, THENCE 6.3
 BZ0331'MILES ALONG F.M. HIGHWAY 1124, AT THE JUNCTION OF A DIRT ROAD LEADING
 BZ0331'EAST AND WHICH IS AT THE TOP OF A HILL, 30.0 FEET SOUTH OF THE
 BZ0331'INTERSECTION OF THE CENTER-LINES OF THE TWO ROADS, 2.3 FEET SOUTH OF
 BZ0331'THE SOUTH RIGHT-OF-WAY FENCE.  A C AND GS BENCH MARK DISK SET IN A
 BZ0331'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.3
 BZ0331'FOOT.  NOTE-- THE FENCE LINE HAS BEEN SET BACK TO A NEW RIGHT-OF-WAY
 BZ0331'AND EXCATION DONE TO BUILD AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1844 ***********************************************************************
 BY1844  DESIGNATION -  B 415
 BY1844  PID         -  BY1844
 BY1844  STATE/COUNTY-  TX/LEON
 BY1844  USGS QUAD   -  EUNICE (1964)
 BY1844
 BY1844                         *CURRENT SURVEY CONTROL
 BY1844  ___________________________________________________________________
 BY1844* NAD 83(1986)-  31 18 17.     (N)    095 51 26.     (W)     SCALED    
 BY1844* NAVD 88     -       109.50   (+/-2cm)     359.3    (feet)  VERTCON   
 BY1844  ___________________________________________________________________
 BY1844  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY1844
 BY1844  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1844
 BY1844.The horizontal coordinates were scaled from a topographic map and have
 BY1844.an estimated accuracy of +/- 6 seconds.
 BY1844
 BY1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1844.The vertical order pertains to the NGVD 29 superseded value.
 BY1844
 BY1844.The geoid height was determined by GEOID03.
 BY1844
 BY1844;                    North         East    Units  Estimated Accuracy
 BY1844;SPC TX C     - 3,190,160.    1,125,960.      MT  (+/- 180 meters Scaled)
 BY1844
 BY1844                          SUPERSEDED SURVEY CONTROL
 BY1844
 BY1844  NGVD 29 (??/??/92)  109.474  (m)          359.17   (f) ADJ UNCH    2 0
 BY1844
 BY1844.Superseded values are not recommended for survey control.
 BY1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1844.See file dsdata.txt to determine how the superseded data were derived.
 BY1844
 BY1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ280668(NAD 83)
 BY1844_MARKER: DB = BENCH MARK DISK
 BY1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1844_STAMPING: B 415 1947
 BY1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1844+STABILITY: SURFACE MOTION
 BY1844
 BY1844  HISTORY     - Date     Condition        Report By
 BY1844  HISTORY     - 1947     MONUMENTED       CGS
 BY1844
 BY1844                          STATION DESCRIPTION
 BY1844
 BY1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1844'8.3 MI E FROM CENTERVILLE.
 BY1844'ABOUT 8.3 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1844'CENTERVILLE, ABOUT 115 YARDS EAST OF A CORRUGATED IRON CULVERT, 51.0
 BY1844'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY,
 BY1844'30.6 FEET EAST OF A TWELVE INCH PINE TREE, 23.6 FEET SOUTH OF A TWELVE
 BY1844'INCH OAK TREE, 2.0 FEET NORTH OF A FENCE AND 1.5 WEST OF A 4 X 4 IN.
 BY1844'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1844'POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1769 ***********************************************************************
 BY1769  DESIGNATION -  B 416
 BY1769  PID         -  BY1769
 BY1769  STATE/COUNTY-  TX/LEON
 BY1769  USGS QUAD   -  EUNICE (1964)
 BY1769
 BY1769                         *CURRENT SURVEY CONTROL
 BY1769  ___________________________________________________________________
 BY1769* NAD 83(1986)-  31 20 31.     (N)    095 47 23.     (W)     SCALED    
 BY1769* NAVD 88     -        81.70   (+/-2cm)     268.0    (feet)  VERTCON   
 BY1769  ___________________________________________________________________
 BY1769  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY1769
 BY1769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1769
 BY1769.The horizontal coordinates were scaled from a topographic map and have
 BY1769.an estimated accuracy of +/- 6 seconds.
 BY1769
 BY1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1769.The vertical order pertains to the NGVD 29 superseded value.
 BY1769
 BY1769.The geoid height was determined by GEOID03.
 BY1769
 BY1769;                    North         East    Units  Estimated Accuracy
 BY1769;SPC TX C     - 3,194,540.    1,132,210.      MT  (+/- 180 meters Scaled)
 BY1769
 BY1769                          SUPERSEDED SURVEY CONTROL
 BY1769
 BY1769  NGVD 29 (??/??/92)   81.687  (m)          268.00   (f) ADJ UNCH    2 0
 BY1769
 BY1769.Superseded values are not recommended for survey control.
 BY1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1769.See file dsdata.txt to determine how the superseded data were derived.
 BY1769
 BY1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ345708(NAD 83)
 BY1769_MARKER: DB = BENCH MARK DISK
 BY1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1769_STAMPING: B 416 1947
 BY1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1769+STABILITY: SURFACE MOTION
 BY1769
 BY1769  HISTORY     - Date     Condition        Report By
 BY1769  HISTORY     - 1947     MONUMENTED       CGS
 BY1769
 BY1769                          STATION DESCRIPTION
 BY1769
 BY1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1769'6.0 MI SE FROM NINEVEH.
 BY1769'TO REACH FROM THE POST OFFICE AT NINEVEH GO SOUTHEAST 3.0 MILES ALONG
 BY1769'A GRADED DIRT ROAD, THENCE SOUTHERLY 3.0 MILES ALONG A GRADED DIRT
 BY1769'ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 1.0 MILE NORTH OF STATE
 BY1769'HIGHWAY NO.7, ABOUT 40 YARDS SOUTH OF A FARMHOUSE, 42.1 FEET NORTH OF
 BY1769'A FENCE CORNER, 35.6 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 BY1769'LINE OF THE ROAD, 7.0 FEET SOUTH OF A TEN INCH OAK TREE, 1.0 FOOT WEST
 BY1769'OF A FENCE AND 1.5 FEET NORTH OF A 4 X 4 IN. MARKER POST. A BRONZE
 BY1769'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1769'2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1677 ***********************************************************************
 BY1677  DESIGNATION -  B 417
 BY1677  PID         -  BY1677
 BY1677  STATE/COUNTY-  TX/LEON
 BY1677  USGS QUAD   -  FLO (1964)
 BY1677
 BY1677                         *CURRENT SURVEY CONTROL
 BY1677  ___________________________________________________________________
 BY1677* NAD 83(1986)-  31 26 05.     (N)    095 57 35.     (W)     SCALED    
 BY1677* NAVD 88     -       105.08   (+/-2cm)     344.8    (feet)  VERTCON   
 BY1677  ___________________________________________________________________
 BY1677  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BY1677
 BY1677  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1677
 BY1677.The horizontal coordinates were scaled from a topographic map and have
 BY1677.an estimated accuracy of +/- 6 seconds.
 BY1677
 BY1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1677.The vertical order pertains to the NGVD 29 superseded value.
 BY1677
 BY1677.The geoid height was determined by GEOID03.
 BY1677
 BY1677;                    North         East    Units  Estimated Accuracy
 BY1677;SPC TX C     - 3,204,170.    1,115,650.      MT  (+/- 180 meters Scaled)
 BY1677
 BY1677                          SUPERSEDED SURVEY CONTROL
 BY1677
 BY1677  NGVD 29 (??/??/92)  105.042  (m)          344.63   (f) ADJ UNCH    2 0
 BY1677
 BY1677.Superseded values are not recommended for survey control.
 BY1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1677.See file dsdata.txt to determine how the superseded data were derived.
 BY1677
 BY1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ186815(NAD 83)
 BY1677_MARKER: DB = BENCH MARK DISK
 BY1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1677_STAMPING: B 417 1947
 BY1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1677+STABILITY: SURFACE MOTION
 BY1677
 BY1677  HISTORY     - Date     Condition        Report By
 BY1677  HISTORY     - 1947     MONUMENTED       CGS
 BY1677
 BY1677                          STATION DESCRIPTION
 BY1677
 BY1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1677'3.2 MI NW FROM FLO.
 BY1677'ABOUT 3.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE UNION
 BY1677'CHURCH AT FLO, 75.0 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 BY1677'NORTH, 57.0 FEET EAST OF A FENCE CORNER, 38.4 FEET NORTH OF AND ABOUT
 BY1677'2.5 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 15.9 FEET WEST OF A
 BY1677'FOURTEEN INCH OAK TREE, 1.0 FOOT SOUTH OF A FENCE AND 1.5 FEET WEST OF
 BY1677'A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1677'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0378 ***********************************************************************
 BZ0378  DESIGNATION -  B 418
 BZ0378  PID         -  BZ0378
 BZ0378  STATE/COUNTY-  TX/LEON
 BZ0378  USGS QUAD   -  BUFFALO (1982)
 BZ0378
 BZ0378                         *CURRENT SURVEY CONTROL
 BZ0378  ___________________________________________________________________
 BZ0378* NAD 83(1986)-  31 23 41.     (N)    096 07 10.     (W)     SCALED    
 BZ0378* NAVD 88     -       140.372  (meters)     460.54   (feet)  ADJUSTED  
 BZ0378  ___________________________________________________________________
 BZ0378  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ0378  DYNAMIC HT  -         140.199 (meters)     459.97  (feet)  COMP
 BZ0378  MODELED GRAV-     979,401.6   (mgal)                       NAVD 88
 BZ0378
 BZ0378  VERT ORDER  -  SECOND    CLASS 0
 BZ0378
 BZ0378.The horizontal coordinates were scaled from a topographic map and have
 BZ0378.an estimated accuracy of +/- 6 seconds.
 BZ0378
 BZ0378.The orthometric height was determined by differential leveling
 BZ0378.and adjusted by the National Geodetic Survey in June 1991..
 BZ0378
 BZ0378.The geoid height was determined by GEOID03.
 BZ0378
 BZ0378.The dynamic height is computed by dividing the NAVD 88
 BZ0378.geopotential number by the normal gravity value computed on the
 BZ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0378.degrees latitude (g = 980.6199 gals.).
 BZ0378
 BZ0378.The modeled gravity was interpolated from observed gravity values.
 BZ0378
 BZ0378;                    North         East    Units  Estimated Accuracy
 BZ0378;SPC TX C     - 3,199,160.    1,100,640.      MT  (+/- 180 meters Scaled)
 BZ0378
 BZ0378                          SUPERSEDED SURVEY CONTROL
 BZ0378
 BZ0378  NGVD 29 (??/??/92)  140.347  (m)          460.46   (f) ADJ UNCH    2 0
 BZ0378
 BZ0378.Superseded values are not recommended for survey control.
 BZ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0378.See file dsdata.txt to determine how the superseded data were derived.
 BZ0378
 BZ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV739769(NAD 83)
 BZ0378_MARKER: DB = BENCH MARK DISK
 BZ0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0378_SP_SET: CULVERT
 BZ0378_STAMPING: B 418 1947
 BZ0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0378
 BZ0378  HISTORY     - Date     Condition        Report By
 BZ0378  HISTORY     - 1947     MONUMENTED       CGS
 BZ0378  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0378
 BZ0378                          STATION DESCRIPTION
 BZ0378
 BZ0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0378'2.9 MI NE FROM JEWETT.
 BZ0378'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEAST 2.9 MILES
 BZ0378'ALONG U.S. HIGHWAY NO.79 TO SITE OF MARK, BENCH MARK IS ABOUT 41 YARDS
 BZ0378'SOUTHWEST OF A DIRT ROAD LEADING SOUTHEAST, 16.0 FEET SOUTHEAST OF AND
 BZ0378'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 BZ0378'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 3 X 6 FT. CONCRETE
 BZ0378'CULVERT.  A BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 BZ0378
 BZ0378                          STATION RECOVERY (1980)
 BZ0378
 BZ0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0484 ***********************************************************************
 BZ0484  DESIGNATION -  B 419
 BZ0484  PID         -  BZ0484
 BZ0484  STATE/COUNTY-  TX/LEON
 BZ0484  USGS QUAD   -  SPRING SEAT (1982)
 BZ0484
 BZ0484                         *CURRENT SURVEY CONTROL
 BZ0484  ___________________________________________________________________
 BZ0484* NAD 83(1986)-  31 08 06.     (N)    096 06 13.     (W)     SCALED    
 BZ0484* NAVD 88     -       138.56   (+/-2cm)     454.6    (feet)  VERTCON   
 BZ0484  ___________________________________________________________________
 BZ0484  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BZ0484
 BZ0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0484
 BZ0484.The horizontal coordinates were scaled from a topographic map and have
 BZ0484.an estimated accuracy of +/- 6 seconds.
 BZ0484
 BZ0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0484.The vertical order pertains to the NGVD 29 superseded value.
 BZ0484
 BZ0484.The geoid height was determined by GEOID03.
 BZ0484
 BZ0484;                    North         East    Units  Estimated Accuracy
 BZ0484;SPC TX C     - 3,170,440.    1,103,240.      MT  (+/- 180 meters Scaled)
 BZ0484
 BZ0484                          SUPERSEDED SURVEY CONTROL
 BZ0484
 BZ0484  NGVD 29 (??/??/92)  138.534  (m)          454.51   (f) ADJ UNCH    2 0
 BZ0484
 BZ0484.Superseded values are not recommended for survey control.
 BZ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0484.See file dsdata.txt to determine how the superseded data were derived.
 BZ0484
 BZ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV761481(NAD 83)
 BZ0484_MARKER: DB = BENCH MARK DISK
 BZ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0484_STAMPING: B 419 1947
 BZ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0484+STABILITY: SURFACE MOTION
 BZ0484
 BZ0484  HISTORY     - Date     Condition        Report By
 BZ0484  HISTORY     - 1947     MONUMENTED       CGS
 BZ0484
 BZ0484                          STATION DESCRIPTION
 BZ0484
 BZ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0484'1.8 MI SE FROM FLYNN.
 BZ0484'TO REACH FROM THE POST OFFICE AT FLYNN GO SOUTHEAST 1.8 MILES ALONG A
 BZ0484'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A T INTERSECTION,
 BZ0484'62.5 FEET SOUTH OF A LONE SIXTEEN INCH OAK TREE, 34.8 FEET SOUTHWEST
 BZ0484'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 30.0 FEET WEST OF
 BZ0484'THE CENTER LINE OF THE ROAD LEADING SOUTH, 3.0 FEET NORTHWEST OF A
 BZ0484'FENCE CORNER, 1.5 FEET NORTHEAST OF A FENCE AND 1.5 FEET SOUTHEAST OF
 BZ0484'A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BZ0484'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0506 ***********************************************************************
 BO0506  DESIGNATION -  B 42 22 21
 BO0506  PID         -  BO0506
 BO0506  STATE/COUNTY-  TX/CROCKETT
 BO0506  USGS QUAD   -  DOUBLE MILL DRAW NW (1967)
 BO0506
 BO0506                         *CURRENT SURVEY CONTROL
 BO0506  ___________________________________________________________________
 BO0506* NAD 83(1993)-  30 54 37.38742(N)    101 09 40.31086(W)     ADJUSTED  
 BO0506* NAVD 88     -       793.     (meters)    2602.     (feet)  SCALED    
 BO0506  ___________________________________________________________________
 BO0506  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 BO0506  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0506
 BO0506  HORZ ORDER  -  SECOND
 BO0506
 BO0506.The horizontal coordinates were established by classical geodetic methods
 BO0506.and adjusted by the National Geodetic Survey in February 1996..
 BO0506
 BO0506.The orthometric height was scaled from a topographic map.
 BO0506
 BO0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0506
 BO0506.The geoid height was determined by GEOID03.
 BO0506
 BO0506;                    North         East     Units Scale Factor Converg.
 BO0506;SPC TX C     - 3,138,166.752   620,871.596   MT  0.99988300   -0 25 35.0
 BO0506;SPC TX C     -10,295,802.09  2,036,976.23   sFT  0.99988300   -0 25 35.0
 BO0506;UTM  14      - 3,421,672.044   293,463.000   MT  1.00012622   -1 06 38.1
 BO0506
 BO0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0506!SPC TX C     -   0.99987916  x   0.99988300  =   0.99976217
 BO0506!UTM  14      -   0.99987916  x   1.00012622  =   1.00000536
 BO0506
 BO0506                          SUPERSEDED SURVEY CONTROL
 BO0506
 BO0506  NAD 83(1986)-  30 54 37.39675(N)    101 09 40.29030(W) AD(       ) 2
 BO0506  NAD 27      -  30 54 36.78700(N)    101 09 38.89800(W) AD(       ) 2
 BO0506
 BO0506.Superseded values are not recommended for survey control.
 BO0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0506.See file dsdata.txt to determine how the superseded data were derived.
 BO0506
 BO0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV9346321672(NAD 83)
 BO0506_MARKER: Z = SEE DESCRIPTION
 BO0506_SETTING: 0 = UNSPECIFIED SETTING
 BO0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0506
 BO0506  HISTORY     - Date     Condition        Report By
 BO0506  HISTORY     - 1935     MONUMENTED       CGS
 BO0506  HISTORY     - 1937     GOOD             TXHD
 BO0506
 BO0506                          STATION DESCRIPTION
 BO0506
 BO0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0506'THIS MARK IS LOCATED 14-3/4 MILES S OF BARNHART, 14-1/4
 BO0506'MILES N OF OZONA, ON LAND OWNED BY THE UNIVERSITY.
 BO0506'
 BO0506'STATION REACHED FROM COURTHOUSE IN OZONA BY GOING N ON HIGHWAY
 BO0506'163 FOR 14.2 MILES TO T-ROAD W, AND GATE IN E FENCE LINE.  MARK
 BO0506'IS PLACED 20 FEET E OF E HIGHWAY FENCE LINE, 16 FEET N OF
 BO0506'N LANE FENCE.  MARK IS A 7-INCH CIRCULAR POST PROJECTING
 BO0506'ABOUT 18 INCHES, WITH A SQUARE BRASS PLATE SET IN THE TOP
 BO0506'WHICH IS INSCRIBED (U.T. B 42 22-21).  A RAISED CROSS MARKS
 BO0506'THE CENTER OF PLATE.  TRIANGULATION STATION MIDWAY IS 31.924
 BO0506'METERS (104.73 FEET) N OF THIS MARK.
 BO0506
 BO0506                          STATION RECOVERY (1937)
 BO0506
 BO0506'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0506'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 BO0506'FOR LOCATING STATION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1871 ***********************************************************************
 BY1871  DESIGNATION -  B 420
 BY1871  PID         -  BY1871
 BY1871  STATE/COUNTY-  TX/LEON
 BY1871  USGS QUAD   -  MIDDLETON (1972)
 BY1871
 BY1871                         *CURRENT SURVEY CONTROL
 BY1871  ___________________________________________________________________
 BY1871* NAD 83(1986)-  31 13 39.     (N)    095 45 51.     (W)     SCALED    
 BY1871* NAVD 88     -        65.07   (+/-2cm)     213.5    (feet)  VERTCON   
 BY1871  ___________________________________________________________________
 BY1871  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BY1871
 BY1871  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1871
 BY1871.The horizontal coordinates were scaled from a topographic map and have
 BY1871.an estimated accuracy of +/- 6 seconds.
 BY1871
 BY1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1871.The vertical order pertains to the NGVD 29 superseded value.
 BY1871
 BY1871.The geoid height was determined by GEOID03.
 BY1871
 BY1871;                    North         East    Units  Estimated Accuracy
 BY1871;SPC TX C     - 3,181,970.    1,135,170.      MT  (+/- 180 meters Scaled)
 BY1871
 BY1871                          SUPERSEDED SURVEY CONTROL
 BY1871
 BY1871  NGVD 29 (??/??/92)   65.069  (m)          213.48   (f) ADJ UNCH    2 0
 BY1871
 BY1871.Superseded values are not recommended for survey control.
 BY1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1871.See file dsdata.txt to determine how the superseded data were derived.
 BY1871
 BY1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ366581(NAD 83)
 BY1871_MARKER: DB = BENCH MARK DISK
 BY1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1871_STAMPING: B 420 1947
 BY1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1871+STABILITY: SURFACE MOTION
 BY1871
 BY1871  HISTORY     - Date     Condition        Report By
 BY1871  HISTORY     - 1947     MONUMENTED       CGS
 BY1871
 BY1871                          STATION DESCRIPTION
 BY1871
 BY1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1871'8.4 MI NE FROM MIDDLETON.
 BY1871'TO REACH FROM THE POST OFFICE AT MIDDLETON GO EAST 1.1 MILES ALONG A
 BY1871'GRADED DIRT ROAD, THENCE NORTH 3.5 MILES ALONG A GRADED DIRT ROAD,
 BY1871'THENCE EAST 3.8 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 BY1871'MARK IS AT THE NORTHEAST CORNER OF A CHURCH AND SCHOOLHOUSE YARD,
 BY1871'128.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 34.6 FEET
 BY1871'SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 20.6
 BY1871'FEET NORTHEAST OF A FOURTEEN INCH OAK TREE, 12.8 FEET SOUTH OF A FENCE
 BY1871'CORNER, 2.0 FEET WEST OF A FENCE AND 1.5 FEET SOUTH OF A 4 X 4 IN.
 BY1871'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1871'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0597 ***********************************************************************
 CS0597  DESIGNATION -  B 421
 CS0597  PID         -  CS0597
 CS0597  STATE/COUNTY-  TX/HENDERSON
 CS0597  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0597
 CS0597                         *CURRENT SURVEY CONTROL
 CS0597  ___________________________________________________________________
 CS0597* NAD 83(1986)-  32 03 02.     (N)    096 03 37.     (W)     SCALED    
 CS0597* NAVD 88     -        88.586  (meters)     290.64   (feet)  ADJUSTED  
 CS0597  ___________________________________________________________________
 CS0597  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0597  DYNAMIC HT  -          88.483 (meters)     290.30  (feet)  COMP
 CS0597  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 CS0597
 CS0597  VERT ORDER  -  SECOND    CLASS 0
 CS0597
 CS0597.The horizontal coordinates were scaled from a topographic map and have
 CS0597.an estimated accuracy of +/- 6 seconds.
 CS0597
 CS0597.The orthometric height was determined by differential leveling
 CS0597.and adjusted by the National Geodetic Survey in June 1991..
 CS0597
 CS0597.The geoid height was determined by GEOID03.
 CS0597
 CS0597.The dynamic height is computed by dividing the NAVD 88
 CS0597.geopotential number by the normal gravity value computed on the
 CS0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0597.degrees latitude (g = 980.6199 gals.).
 CS0597
 CS0597.The modeled gravity was interpolated from observed gravity values.
 CS0597
 CS0597;                    North         East    Units  Estimated Accuracy
 CS0597;SPC TXNC     - 2,045,250.      830,400.      MT  (+/- 180 meters Scaled)
 CS0597
 CS0597                          SUPERSEDED SURVEY CONTROL
 CS0597
 CS0597  NGVD 29 (??/??/92)   88.590  (m)          290.65   (f) ADJ UNCH    2 0
 CS0597
 CS0597.Superseded values are not recommended for survey control.
 CS0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0597.See file dsdata.txt to determine how the superseded data were derived.
 CS0597
 CS0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA775498(NAD 83)
 CS0597_MARKER: DB = BENCH MARK DISK
 CS0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0597_STAMPING: B 421 1947
 CS0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0597+STABILITY: SURFACE MOTION
 CS0597
 CS0597  HISTORY     - Date     Condition        Report By
 CS0597  HISTORY     - 1947     MONUMENTED       CGS
 CS0597
 CS0597                          STATION DESCRIPTION
 CS0597
 CS0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0597'12.5 MI SW FROM MALAKOFF.
 CS0597'7.1 MILES SOUTH ALONG FARM HIGHWAY NO. 90 AND 5.4 MILES WEST ALONG THE
 CS0597'STEPHENS LAKE ROAD FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT
 CS0597'MALAKOFF, AT THE STEPHENS LAKE CLUB, 450.0 FEET EAST OF THE EAST OF
 CS0597'THE EAST BANK OF THE LAKE, 440.0 FEET SOUTH OF ONE CLUB HOUSE AND
 CS0597'280.0 FEET NORTHEAST OF ANOTHER CLUB HOUSE, 170.0 FEET EAST OF A
 CS0597'5-FOOT OAK TREE, 83.0 FEET NORTHWEST OF THE CENTER OF THE MAIN ROAD
 CS0597'(MEASURED FROM A POINT AT THE CENTER OF A RIGHT ANGLE TURN IN THE ROAD
 CS0597'TO THE SOUTH), 31.0 FEET NORTH OF THE CENTER OF A PRIVATE ROAD WHICH
 CS0597'LEADS TO THE CLUB HOUSES, 15.0 FEET NORTH OF A FENCE CORNER POST, 3.5
 CS0597'FEET EAST OF A REFERENCE POST, SET IN A CONCRETE POST PROJECTING 0.2
 CS0597'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0252 ***********************************************************************
 BZ0252  DESIGNATION -  B 422
 BZ0252  PID         -  BZ0252
 BZ0252  STATE/COUNTY-  TX/NAVARRO
 BZ0252  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0252
 BZ0252                         *CURRENT SURVEY CONTROL
 BZ0252  ___________________________________________________________________
 BZ0252* NAD 83(1986)-  31 57 00.     (N)    096 06 39.     (W)     SCALED    
 BZ0252* NAVD 88     -        90.057  (meters)     295.46   (feet)  ADJUSTED  
 BZ0252  ___________________________________________________________________
 BZ0252  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 BZ0252  DYNAMIC HT  -          89.951 (meters)     295.11  (feet)  COMP
 BZ0252  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 BZ0252
 BZ0252  VERT ORDER  -  SECOND    CLASS 0
 BZ0252
 BZ0252.The horizontal coordinates were scaled from a topographic map and have
 BZ0252.an estimated accuracy of +/- 6 seconds.
 BZ0252
 BZ0252.The orthometric height was determined by differential leveling
 BZ0252.and adjusted by the National Geodetic Survey in June 1991..
 BZ0252
 BZ0252.The geoid height was determined by GEOID03.
 BZ0252
 BZ0252.The dynamic height is computed by dividing the NAVD 88
 BZ0252.geopotential number by the normal gravity value computed on the
 BZ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0252.degrees latitude (g = 980.6199 gals.).
 BZ0252
 BZ0252.The modeled gravity was interpolated from observed gravity values.
 BZ0252
 BZ0252;                    North         East    Units  Estimated Accuracy
 BZ0252;SPC TXNC     - 2,033,990.      825,880.      MT  (+/- 180 meters Scaled)
 BZ0252
 BZ0252                          SUPERSEDED SURVEY CONTROL
 BZ0252
 BZ0252  NGVD 29 (??/??/92)   90.054  (m)          295.45   (f) ADJ UNCH    2 0
 BZ0252
 BZ0252.Superseded values are not recommended for survey control.
 BZ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0252.See file dsdata.txt to determine how the superseded data were derived.
 BZ0252
 BZ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA730385(NAD 83)
 BZ0252_MARKER: DB = BENCH MARK DISK
 BZ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0252_STAMPING: B 422 1947
 BZ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0252+STABILITY: SURFACE MOTION
 BZ0252
 BZ0252  HISTORY     - Date     Condition        Report By
 BZ0252  HISTORY     - 1947     MONUMENTED       CGS
 BZ0252  HISTORY     - 1958     GOOD             USGS
 BZ0252
 BZ0252                          STATION DESCRIPTION
 BZ0252
 BZ0252'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BZ0252'7.5 MI NE FROM WINKLER.
 BZ0252'WINKLER, 6.2 MI. EAST OF ALONG FARM ROAD 246 TO NE-SW RD. CROSSING,
 BZ0252'THENCE 0.1 MI. NE, THENCE 0.4 MI. NW, THENCE 0.6 MI. NE, THENCE 0.6
 BZ0252'MI. NW ALONG ROAD TO GATE AT 2 FT. OAK TREE.  THE MARK IS 61 YARDS NW
 BZ0252'ALONG ABANDONED ROAD FROM THE 2 FT. OAK TREE, 89 FEET SW OF SE END OF
 BZ0252'WIRE GATE AND ACROSS THE ROAD FROM IT, 25 FT. SW OF AND LEVEL WITH THE
 BZ0252'ABANDONED RD., 2 FT. NE OF FENCE LINE.  SET IN CONCRETE POST
 BZ0252'PROJECTING 0.3 FT. ABOVE GROUND, A STD. DISK STAMPED B 422 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0799 ***********************************************************************
 GL0799  DESIGNATION -  B 423
 GL0799  PID         -  GL0799
 GL0799  STATE/COUNTY-  TX/DALLAM
 GL0799  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0799
 GL0799                         *CURRENT SURVEY CONTROL
 GL0799  ___________________________________________________________________
 GL0799* NAD 83(1986)-  36 21 40.     (N)    103 01 43.     (W)     SCALED    
 GL0799* NAVD 88     -      1405.282  (meters)    4610.50   (feet)  ADJUSTED  
 GL0799  ___________________________________________________________________
 GL0799  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 GL0799  DYNAMIC HT  -        1403.632 (meters)    4605.08  (feet)  COMP
 GL0799  MODELED GRAV-     979,409.0   (mgal)                       NAVD 88
 GL0799
 GL0799  VERT ORDER  -  SECOND    CLASS 0
 GL0799
 GL0799.The horizontal coordinates were scaled from a topographic map and have
 GL0799.an estimated accuracy of +/- 6 seconds.
 GL0799
 GL0799.The orthometric height was determined by differential leveling
 GL0799.and adjusted by the National Geodetic Survey in June 1991..
 GL0799
 GL0799.The geoid height was determined by GEOID03.
 GL0799
 GL0799.The dynamic height is computed by dividing the NAVD 88
 GL0799.geopotential number by the normal gravity value computed on the
 GL0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0799.degrees latitude (g = 980.6199 gals.).
 GL0799
 GL0799.The modeled gravity was interpolated from observed gravity values.
 GL0799
 GL0799;                    North         East    Units  Estimated Accuracy
 GL0799;SPC TX N     - 1,263,010.       62,810.      MT  (+/- 180 meters Scaled)
 GL0799
 GL0799                          SUPERSEDED SURVEY CONTROL
 GL0799
 GL0799  NGVD 29 (??/??/92) 1404.604  (m)         4608.27   (f) ADJ UNCH    2 0
 GL0799
 GL0799.Superseded values are not recommended for survey control.
 GL0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0799.See file dsdata.txt to determine how the superseded data were derived.
 GL0799
 GL0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA768258(NAD 83)
 GL0799_MARKER: DB = BENCH MARK DISK
 GL0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0799_SP_SET: CULVERT
 GL0799_STAMPING: B 423 1955
 GL0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0799+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0799
 GL0799  HISTORY     - Date     Condition        Report By
 GL0799  HISTORY     - 1955     MONUMENTED       CGS
 GL0799  HISTORY     - 20050806 GOOD             USPSQD
 GL0799
 GL0799                          STATION DESCRIPTION
 GL0799
 GL0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0799'1.1 MI S FROM TEXLINE.
 GL0799'1.1 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0799'CITY RAILROAD STATION AT TEXLINE, 17 FEET WEST OF THE CENTER LINE OF
 GL0799'THE FARM ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF
 GL0799'A CONCRETE CULVERT.
 GL0799
 GL0799                          STATION RECOVERY (2005)
 GL0799
 GL0799'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0799'FOUND IN VERY GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0199 ***********************************************************************
 EN0199  DESIGNATION -  B 425
 EN0199  PID         -  EN0199
 EN0199  STATE/COUNTY-  TX/DONLEY
 EN0199  USGS QUAD   -  LELIA LAKE CREEK (1982)
 EN0199
 EN0199                         *CURRENT SURVEY CONTROL
 EN0199  ___________________________________________________________________
 EN0199* NAD 83(1986)-  34 53 53.     (N)    100 38 08.     (W)     SCALED    
 EN0199* NAVD 88     -       772.924  (meters)    2535.83   (feet)  POSTED    
 EN0199  ___________________________________________________________________
 EN0199  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EN0199  DYNAMIC HT  -         772.050 (meters)    2532.97  (feet)  COMP
 EN0199  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 EN0199
 EN0199  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0199
 EN0199.The horizontal coordinates were scaled from a topographic map and have
 EN0199.an estimated accuracy of +/- 6 seconds.
 EN0199
 EN0199.The orthometric height was determined by differential leveling
 EN0199.and adjusted by the National Geodetic Survey in 1992..
 EN0199.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0199.rate of 1.1 thru 2.0 mm/km.
 EN0199
 EN0199.The geoid height was determined by GEOID03.
 EN0199
 EN0199.The dynamic height is computed by dividing the NAVD 88
 EN0199.geopotential number by the normal gravity value computed on the
 EN0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0199.degrees latitude (g = 980.6199 gals.).
 EN0199
 EN0199.The modeled gravity was interpolated from observed gravity values.
 EN0199
 EN0199;                    North         East    Units  Estimated Accuracy
 EN0199;SPC TX N     - 1,099,970.      279,010.      MT  (+/- 180 meters Scaled)
 EN0199
 EN0199                          SUPERSEDED SURVEY CONTROL
 EN0199
 EN0199  NGVD 29 (??/??/92)  772.588  (m)         2534.73   (f) ADJ UNCH    2 0
 EN0199
 EN0199.Superseded values are not recommended for survey control.
 EN0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0199.See file dsdata.txt to determine how the superseded data were derived.
 EN0199
 EN0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD505629(NAD 83)
 EN0199_MARKER: DB = BENCH MARK DISK
 EN0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0199_STAMPING: B 425 1934
 EN0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0199+STABILITY: SURFACE MOTION
 EN0199
 EN0199  HISTORY     - Date     Condition        Report By
 EN0199  HISTORY     - 1934     MONUMENTED       CGS
 EN0199  HISTORY     - 1940     GOOD             NGS
 EN0199  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0199
 EN0199                          STATION DESCRIPTION
 EN0199
 EN0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EN0199'3.4 MI NE FROM HEDLEY.
 EN0199'3.4 MILES NORTHEAST ALONG STATE HIGHWAY 203 FROM HEDLEY, DONLEY
 EN0199'COUNTY, ON THE SOUTH SLOPE OF A SMALL RISE IN THE HIGHWAY, 22 FEET
 EN0199'WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A POLE, 1
 EN0199'FOOT WEST OF THE FENCE AND SET IN THE TOP OF A CONCRETE POST.
 EN0199
 EN0199                          STATION RECOVERY (1984)
 EN0199
 EN0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0057 ***********************************************************************
 EN0057  DESIGNATION -  B 426
 EN0057  PID         -  EN0057
 EN0057  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0057  USGS QUAD   -  SHINNERY CREEK (1959)
 EN0057
 EN0057                         *CURRENT SURVEY CONTROL
 EN0057  ___________________________________________________________________
 EN0057* NAD 83(1986)-  34 53 13.     (N)    100 03 10.     (W)     SCALED    
 EN0057* NAVD 88     -       555.975  (meters)    1824.06   (feet)  POSTED    
 EN0057  ___________________________________________________________________
 EN0057  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EN0057  DYNAMIC HT  -         555.360 (meters)    1822.04  (feet)  COMP
 EN0057  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 EN0057
 EN0057  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0057
 EN0057.The horizontal coordinates were scaled from a topographic map and have
 EN0057.an estimated accuracy of +/- 6 seconds.
 EN0057
 EN0057.The orthometric height was determined by differential leveling
 EN0057.and adjusted by the National Geodetic Survey in 1992..
 EN0057.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0057.rate of 1.1 thru 2.0 mm/km.
 EN0057
 EN0057.The geoid height was determined by GEOID03.
 EN0057
 EN0057.The dynamic height is computed by dividing the NAVD 88
 EN0057.geopotential number by the normal gravity value computed on the
 EN0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0057.degrees latitude (g = 980.6199 gals.).
 EN0057
 EN0057.The modeled gravity was interpolated from observed gravity values.
 EN0057
 EN0057;                    North         East    Units  Estimated Accuracy
 EN0057;SPC TX N     - 1,099,360.      332,290.      MT  (+/- 180 meters Scaled)
 EN0057
 EN0057                          SUPERSEDED SURVEY CONTROL
 EN0057
 EN0057  NGVD 29 (??/??/92)  555.683  (m)         1823.10   (f) ADJ UNCH    2 0
 EN0057
 EN0057.Superseded values are not recommended for survey control.
 EN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0057.See file dsdata.txt to determine how the superseded data were derived.
 EN0057
 EN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD037610(NAD 83)
 EN0057_MARKER: DB = BENCH MARK DISK
 EN0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0057_STAMPING: B 426 1934
 EN0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0057+STABILITY: SURFACE MOTION
 EN0057
 EN0057  HISTORY     - Date     Condition        Report By
 EN0057  HISTORY     - 1934     MONUMENTED       CGS
 EN0057  HISTORY     - 1959     GOOD             NGS
 EN0057
 EN0057                          STATION DESCRIPTION
 EN0057
 EN0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EN0057'IN WELLINGTON.
 EN0057'AT WELLINGTON, 0.5 MILES NORTH, 9.6 MILES EAST OF COURTHOUSE, ALONG U.
 EN0057'S. HIGHWAY 83 AND TEXAS STATE HIGHWAY 203, 295 FEET SOUTHWEST OF THE
 EN0057'WEST END OF THE BRIDGE OVER THE SALT FORK OF THE RED RIVER, 133 FEET
 EN0057'SOUTH AND 4 FEET LOWER OF THE HIGHWAY, 87 FEET SOUTH OF A FENCE
 EN0057'CORNER, 60 FEET WEST OF A HOUSE, 1.7 FEET WEST OF A FENCE, AND SET IN
 EN0057'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0023 ***********************************************************************
 EN0023  DESIGNATION -  B 427
 EN0023  PID         -  EN0023
 EN0023  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0023  USGS QUAD   -  WELLINGTON (1982)
 EN0023
 EN0023                         *CURRENT SURVEY CONTROL
 EN0023  ___________________________________________________________________
 EN0023* NAD 83(1986)-  34 47 56.     (N)    100 12 07.     (W)     SCALED    
 EN0023* NAVD 88     -       593.260  (meters)    1946.39   (feet)  ADJUSTED  
 EN0023  ___________________________________________________________________
 EN0023  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 EN0023  DYNAMIC HT  -         592.596 (meters)    1944.21  (feet)  COMP
 EN0023  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 EN0023
 EN0023  VERT ORDER  -  SECOND    CLASS 0
 EN0023
 EN0023.The horizontal coordinates were scaled from a topographic map and have
 EN0023.an estimated accuracy of +/- 6 seconds.
 EN0023
 EN0023.The orthometric height was determined by differential leveling
 EN0023.and adjusted by the National Geodetic Survey in June 1991..
 EN0023
 EN0023.The geoid height was determined by GEOID03.
 EN0023
 EN0023.The dynamic height is computed by dividing the NAVD 88
 EN0023.geopotential number by the normal gravity value computed on the
 EN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0023.degrees latitude (g = 980.6199 gals.).
 EN0023
 EN0023.The modeled gravity was interpolated from observed gravity values.
 EN0023
 EN0023;                    North         East    Units  Estimated Accuracy
 EN0023;SPC TX N     - 1,089,410.      318,780.      MT  (+/- 180 meters Scaled)
 EN0023
 EN0023                          SUPERSEDED SURVEY CONTROL
 EN0023
 EN0023  NGVD 29 (??/??/92)  592.956  (m)         1945.39   (f) ADJ UNCH    2 0
 EN0023
 EN0023.Superseded values are not recommended for survey control.
 EN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0023.See file dsdata.txt to determine how the superseded data were derived.
 EN0023
 EN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD900513(NAD 83)
 EN0023_MARKER: DB = BENCH MARK DISK
 EN0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0023_SP_SET: CULVERT
 EN0023_STAMPING: B 427 1934
 EN0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0023
 EN0023  HISTORY     - Date     Condition        Report By
 EN0023  HISTORY     - 1934     MONUMENTED       CGS
 EN0023  HISTORY     - 1953     GOOD             NGS
 EN0023
 EN0023                          STATION DESCRIPTION
 EN0023
 EN0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EN0023'4.5 MI S FROM WELLINGTON.
 EN0023'4.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH STATE
 EN0023'HIGHWAY 338 AT WELLINGTON, 15 FEET WEST OF THE CENTER LINE OF THE
 EN0023'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A SMALL
 EN0023'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0222 ***********************************************************************
 EN0222  DESIGNATION -  B 429
 EN0222  PID         -  EN0222
 EN0222  STATE/COUNTY-  TX/BRISCOE
 EN0222  USGS QUAD   -  HUGHES CANYON (1985)
 EN0222
 EN0222                         *CURRENT SURVEY CONTROL
 EN0222  ___________________________________________________________________
 EN0222* NAD 83(1986)-  34 35 22.     (N)    100 58 50.     (W)     SCALED    
 EN0222* NAVD 88     -       674.025  (meters)    2211.36   (feet)  ADJUSTED  
 EN0222  ___________________________________________________________________
 EN0222  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EN0222  DYNAMIC HT  -         673.240 (meters)    2208.79  (feet)  COMP
 EN0222  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 EN0222
 EN0222  VERT ORDER  -  SECOND    CLASS 0
 EN0222
 EN0222.The horizontal coordinates were scaled from a topographic map and have
 EN0222.an estimated accuracy of +/- 6 seconds.
 EN0222
 EN0222.The orthometric height was determined by differential leveling
 EN0222.and adjusted by the National Geodetic Survey in June 1991..
 EN0222
 EN0222.The geoid height was determined by GEOID03.
 EN0222
 EN0222.The dynamic height is computed by dividing the NAVD 88
 EN0222.geopotential number by the normal gravity value computed on the
 EN0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0222.degrees latitude (g = 980.6199 gals.).
 EN0222
 EN0222.The modeled gravity was interpolated from observed gravity values.
 EN0222
 EN0222;                    North         East    Units  Estimated Accuracy
 EN0222;SPC TX N     - 1,065,520.      247,660.      MT  (+/- 180 meters Scaled)
 EN0222
 EN0222                          SUPERSEDED SURVEY CONTROL
 EN0222
 EN0222  NGVD 29 (??/??/92)  673.681  (m)         2210.24   (f) ADJ UNCH    2 0
 EN0222
 EN0222.Superseded values are not recommended for survey control.
 EN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0222.See file dsdata.txt to determine how the superseded data were derived.
 EN0222
 EN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD183292(NAD 83)
 EN0222_MARKER: DB = BENCH MARK DISK
 EN0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0222_STAMPING: B-429 1934
 EN0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0222+STABILITY: SURFACE MOTION
 EN0222
 EN0222  HISTORY     - Date     Condition        Report By
 EN0222  HISTORY     - 1934     MONUMENTED       CGS
 EN0222  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0222
 EN0222                          STATION DESCRIPTION
 EN0222
 EN0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0222'11.8 MI S FROM BRICE.
 EN0222'11.8 MI. S. ALONG CLARENDON-QUITAQUE ROAD AT THE ANTELOPE SCHOOLHOUSE,
 EN0222'100 YDS. E. OF THE SCHOOLHOUSE, 45 FT. E. OF THE CENTER LINE OF ROAD,
 EN0222'16 FT. S. OF A ROAD LEADING E., AND 3 FT. E. OF FENCE CORNER.
 EN0222
 EN0222                          STATION RECOVERY (1954)
 EN0222
 EN0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EN0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0003 ***********************************************************************
 AY0003  DESIGNATION -  B 43
 AY0003  PID         -  AY0003
 AY0003  STATE/COUNTY-  TX/COMAL
 AY0003  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0003
 AY0003                         *CURRENT SURVEY CONTROL
 AY0003  ___________________________________________________________________
 AY0003* NAD 83(1986)-  29 40 37.     (N)    098 09 41.     (W)     SCALED    
 AY0003* NAVD 88     -       197.214  (meters)     647.03   (feet)  POSTED    
 AY0003  ___________________________________________________________________
 AY0003  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY0003  DYNAMIC HT  -         196.930 (meters)     646.09  (feet)  COMP
 AY0003  MODELED GRAV-     979,197.6   (mgal)                       NAVD 88
 AY0003
 AY0003  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0003
 AY0003.The horizontal coordinates were scaled from a topographic map and have
 AY0003.an estimated accuracy of +/- 6 seconds.
 AY0003
 AY0003.The orthometric height was determined by differential leveling
 AY0003.and adjusted by the National Geodetic Survey in 1992..
 AY0003.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0003.rate of 2.1 thru 3.0 mm/km.
 AY0003
 AY0003.The geoid height was determined by GEOID03.
 AY0003
 AY0003.The dynamic height is computed by dividing the NAVD 88
 AY0003.geopotential number by the normal gravity value computed on the
 AY0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0003.degrees latitude (g = 980.6199 gals.).
 AY0003
 AY0003.The modeled gravity was interpolated from observed gravity values.
 AY0003
 AY0003;                    North         East    Units  Estimated Accuracy
 AY0003;SPC TXSC     - 4,204,610.      681,170.      MT  (+/- 180 meters Scaled)
 AY0003
 AY0003                          SUPERSEDED SURVEY CONTROL
 AY0003
 AY0003  NGVD 29 (??/??/92)  197.121  (m)          646.72   (f) ADJ UNCH    1 2
 AY0003
 AY0003.Superseded values are not recommended for survey control.
 AY0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0003.See file dsdata.txt to determine how the superseded data were derived.
 AY0003
 AY0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT811832(NAD 83)
 AY0003_MARKER: DB = BENCH MARK DISK
 AY0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0003_STAMPING: ELEV 646.511 FT. B 43 1917
 AY0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0003+STABILITY: SURFACE MOTION
 AY0003
 AY0003  HISTORY     - Date     Condition        Report By
 AY0003  HISTORY     - 1917     MONUMENTED       CGS
 AY0003  HISTORY     - 1957     MARK NOT FOUND   DOD
 AY0003  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0003  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0003  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0003
 AY0003                          STATION DESCRIPTION
 AY0003
 AY0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AY0003'2.9 MI SW FROM NEW BRAUNFELS.
 AY0003'2.9 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0003'FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 0.2 MILE SOUTHWEST OF
 AY0003'A GRAVEL-ROAD CROSSING, 14 FEET NORTH OF MILEPOST 1006, 30 FEET
 AY0003'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 19 FEET NORTHWEST OF THE
 AY0003'RIGHT-OF-WAY FENCE, AND 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AY0003'POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 AY0003'1.3 FEET ABOVE THE GROUND.  NOTE-- IT WAS REPORTED IN FEBRUARY 1943
 AY0003'THAT THIS BENCH MARK WAS LEANING AT AN ANGLE OF ABOUT 30 DEGREES.
 AY0003
 AY0003                          STATION RECOVERY (1957)
 AY0003
 AY0003'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0003'MARK NOT FOUND.
 AY0003
 AY0003                          STATION RECOVERY (1980)
 AY0003
 AY0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0003'SEARCHED FOR, NOT RECOVERED.
 AY0003
 AY0003                          STATION RECOVERY (1988)
 AY0003
 AY0003'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 AY0003'MARK NOT FOUND.
 AY0003
 AY0003                          STATION RECOVERY (1999)
 AY0003
 AY0003'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0091 ***********************************************************************
 EO0091  DESIGNATION -  B 430
 EO0091  PID         -  EO0091
 EO0091  STATE/COUNTY-  TX/CASTRO
 EO0091  USGS QUAD   -  DIMMITT SW (1965)
 EO0091
 EO0091                         *CURRENT SURVEY CONTROL
 EO0091  ___________________________________________________________________
 EO0091* NAD 83(1986)-  34 32 00.     (N)    102 24 23.     (W)     SCALED    
 EO0091* NAVD 88     -      1194.557  (meters)    3919.14   (feet)  ADJUSTED  
 EO0091  ___________________________________________________________________
 EO0091  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 EO0091  DYNAMIC HT  -        1193.024 (meters)    3914.11  (feet)  COMP
 EO0091  MODELED GRAV-     979,310.4   (mgal)                       NAVD 88
 EO0091
 EO0091  VERT ORDER  -  SECOND    CLASS 0
 EO0091
 EO0091.The horizontal coordinates were scaled from a topographic map and have
 EO0091.an estimated accuracy of +/- 6 seconds.
 EO0091
 EO0091.The orthometric height was determined by differential leveling
 EO0091.and adjusted by the National Geodetic Survey in June 1991..
 EO0091
 EO0091.The geoid height was determined by GEOID03.
 EO0091
 EO0091.The dynamic height is computed by dividing the NAVD 88
 EO0091.geopotential number by the normal gravity value computed on the
 EO0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0091.degrees latitude (g = 980.6199 gals.).
 EO0091
 EO0091.The modeled gravity was interpolated from observed gravity values.
 EO0091
 EO0091;                    North         East    Units  Estimated Accuracy
 EO0091;SPC TX N     - 1,059,550.      116,790.      MT  (+/- 180 meters Scaled)
 EO0091
 EO0091                          SUPERSEDED SURVEY CONTROL
 EO0091
 EO0091  NGVD 29 (??/??/92) 1194.045  (m)         3917.46   (f) ADJ UNCH    2 0
 EO0091
 EO0091.Superseded values are not recommended for survey control.
 EO0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0091.See file dsdata.txt to determine how the superseded data were derived.
 EO0091
 EO0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU380243(NAD 83)
 EO0091_MARKER: DB = BENCH MARK DISK
 EO0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0091_STAMPING: B 430 1934 3917.463
 EO0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0091+STABILITY: SURFACE MOTION
 EO0091
 EO0091  HISTORY     - Date     Condition        Report By
 EO0091  HISTORY     - 1934     MONUMENTED       CGS
 EO0091  HISTORY     - 1964     GOOD             USGS
 EO0091
 EO0091                          STATION DESCRIPTION
 EO0091
 EO0091'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EO0091'5.7 MI W FROM DIMMITT.
 EO0091'5.7 MILES WEST ALONG STATE HWY. 85 FROM THE FORT WORTH AND DENVER
 EO0091'RAILWAY STATION AT DIMMITT, CASTRO COUNTY, THENCE 0.3 MILES NORTH
 EO0091'ALONG FARM TO HARKET ROAD 1055, 153 FT. EAST OF HIGHWAY, 12 FEET EAST
 EO0091'OF FENCE CORNER, IN FENCE LINE.  A STANDARD DISK STAMPED B 430 1934
 EO0091'3917.463.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0329 ***********************************************************************
 EN0329  DESIGNATION -  B 432
 EN0329  PID         -  EN0329
 EN0329  STATE/COUNTY-  TX/HALE
 EN0329  USGS QUAD   -  KRESS EAST (1969)
 EN0329
 EN0329                         *CURRENT SURVEY CONTROL
 EN0329  ___________________________________________________________________
 EN0329* NAD 83(1986)-  34 16 37.     (N)    101 42 57.     (W)     SCALED    
 EN0329* NAVD 88     -      1037.350  (meters)    3403.37   (feet)  ADJUSTED  
 EN0329  ___________________________________________________________________
 EN0329  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EN0329  DYNAMIC HT  -        1036.034 (meters)    3399.05  (feet)  COMP
 EN0329  MODELED GRAV-     979,331.3   (mgal)                       NAVD 88
 EN0329
 EN0329  VERT ORDER  -  SECOND    CLASS 0
 EN0329
 EN0329.The horizontal coordinates were scaled from a topographic map and have
 EN0329.an estimated accuracy of +/- 6 seconds.
 EN0329
 EN0329.The orthometric height was determined by differential leveling
 EN0329.and adjusted by the National Geodetic Survey in June 1991..
 EN0329
 EN0329.The geoid height was determined by GEOID03.
 EN0329
 EN0329.The dynamic height is computed by dividing the NAVD 88
 EN0329.geopotential number by the normal gravity value computed on the
 EN0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0329.degrees latitude (g = 980.6199 gals.).
 EN0329
 EN0329.The modeled gravity was interpolated from observed gravity values.
 EN0329
 EN0329;                    North         East    Units  Estimated Accuracy
 EN0329;SPC TXNC     - 2,294,010.      303,890.      MT  (+/- 180 meters Scaled)
 EN0329
 EN0329                          SUPERSEDED SURVEY CONTROL
 EN0329
 EN0329  NGVD 29 (??/??/92) 1036.938  (m)         3402.02   (f) ADJ UNCH    2 0
 EN0329
 EN0329.Superseded values are not recommended for survey control.
 EN0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0329.See file dsdata.txt to determine how the superseded data were derived.
 EN0329
 EN0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC499962(NAD 83)
 EN0329_MARKER: DB = BENCH MARK DISK
 EN0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0329_STAMPING: B-432 1934
 EN0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0329+STABILITY: SURFACE MOTION
 EN0329
 EN0329  HISTORY     - Date     Condition        Report By
 EN0329  HISTORY     - 1934     MONUMENTED       CGS
 EN0329  HISTORY     - 1963     GOOD             LOCSUR
 EN0329
 EN0329                          STATION DESCRIPTION
 EN0329
 EN0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0329'5.9 MI N FROM PLAINVIEW.
 EN0329'5.9 MI. N. ALONG P. AND S. F. RY. 6.5 MI. S. OF KRESS AT FINNEY
 EN0329'SIDING, ABOUT 80 YDS. N. OF SIGN  FINNEY, 51 FT. N.W. OF A CATTLE
 EN0329'GUARD, 9 1/2 POLES N. OF MI. POST NO. 622, 36 FT. W. OF THE CENTER
 EN0329'LINE OF TRACK, AND 5 FT. S. OF A TELEGRAPH POLE.
 EN0329
 EN0329                          STATION RECOVERY (1963)
 EN0329
 EN0329'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 EN0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0431 ***********************************************************************
 EN0431  DESIGNATION -  B 433
 EN0431  PID         -  EN0431
 EN0431  STATE/COUNTY-  TX/RANDALL
 EN0431  USGS QUAD   -  CANYON (1984)
 EN0431
 EN0431                         *CURRENT SURVEY CONTROL
 EN0431  ___________________________________________________________________
 EN0431* NAD 83(1986)-  34 55 35.     (N)    101 55 31.     (W)     SCALED    
 EN0431* NAVD 88     -      1092.069  (meters)    3582.90   (feet)  ADJUSTED  
 EN0431  ___________________________________________________________________
 EN0431  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 EN0431  DYNAMIC HT  -        1090.741 (meters)    3578.54  (feet)  COMP
 EN0431  MODELED GRAV-     979,381.2   (mgal)                       NAVD 88
 EN0431
 EN0431  VERT ORDER  -  SECOND    CLASS 0
 EN0431
 EN0431.The horizontal coordinates were scaled from a topographic map and have
 EN0431.an estimated accuracy of +/- 6 seconds.
 EN0431
 EN0431.The orthometric height was determined by differential leveling
 EN0431.and adjusted by the National Geodetic Survey in June 1991..
 EN0431
 EN0431.The geoid height was determined by GEOID03.
 EN0431
 EN0431.The dynamic height is computed by dividing the NAVD 88
 EN0431.geopotential number by the normal gravity value computed on the
 EN0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0431.degrees latitude (g = 980.6199 gals.).
 EN0431
 EN0431.The modeled gravity was interpolated from observed gravity values.
 EN0431
 EN0431;                    North         East    Units  Estimated Accuracy
 EN0431;SPC TX N     - 1,102,860.      161,150.      MT  (+/- 180 meters Scaled)
 EN0431
 EN0431                          SUPERSEDED SURVEY CONTROL
 EN0431
 EN0431  NGVD 29 (??/??/92) 1091.599  (m)         3581.35   (f) ADJ UNCH    2 0
 EN0431
 EN0431.Superseded values are not recommended for survey control.
 EN0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0431.See file dsdata.txt to determine how the superseded data were derived.
 EN0431
 EN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD327687(NAD 83)
 EN0431_MARKER: DB = BENCH MARK DISK
 EN0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0431_STAMPING: B-433 1934
 EN0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0431+STABILITY: SURFACE MOTION
 EN0431
 EN0431  HISTORY     - Date     Condition        Report By
 EN0431  HISTORY     - 1934     MONUMENTED       CGS
 EN0431  HISTORY     - 1943     GOOD             NGS
 EN0431
 EN0431                          STATION DESCRIPTION
 EN0431
 EN0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0431'4.5 MI S FROM CANYON.
 EN0431'4.5 MI. S. ALONG P. AND S. F. RY. 3 POLES S. OF MI. POST NO. 575, 93
 EN0431'FT. E. OF THE CENTER LINE OF TRACK, 92 FT. N. OF A FENCE CORNER, 60
 EN0431'FT. E. OF A TELEGRAPH POLE, AND 1 FT. W. OF THE FENCE LINE.  NOTE--
 EN0431'FENCE REMOVED, A WHITE REF. POST WAS SET 1.5 FT. E OF BM.
 EN0431
 EN0431                          STATION RECOVERY (1943)
 EN0431
 EN0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EN0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0163 ***********************************************************************
 EN0163  DESIGNATION -  B 435
 EN0163  PID         -  EN0163
 EN0163  STATE/COUNTY-  TX/HALL
 EN0163  USGS QUAD   -  FOLLEY (1981)
 EN0163
 EN0163                         *CURRENT SURVEY CONTROL
 EN0163  ___________________________________________________________________
 EN0163* NAD 83(1986)-  34 20 08.     (N)    100 53 53.     (W)     SCALED    
 EN0163* NAVD 88     -       703.651  (meters)    2308.56   (feet)  ADJUSTED  
 EN0163  ___________________________________________________________________
 EN0163  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EN0163  DYNAMIC HT  -         702.810 (meters)    2305.80  (feet)  COMP
 EN0163  MODELED GRAV-     979,418.1   (mgal)                       NAVD 88
 EN0163
 EN0163  VERT ORDER  -  SECOND    CLASS 0
 EN0163
 EN0163.The horizontal coordinates were scaled from a topographic map and have
 EN0163.an estimated accuracy of +/- 6 seconds.
 EN0163
 EN0163.The orthometric height was determined by differential leveling
 EN0163.and adjusted by the National Geodetic Survey in June 1991..
 EN0163
 EN0163.The geoid height was determined by GEOID03.
 EN0163
 EN0163.The dynamic height is computed by dividing the NAVD 88
 EN0163.geopotential number by the normal gravity value computed on the
 EN0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0163.degrees latitude (g = 980.6199 gals.).
 EN0163
 EN0163.The modeled gravity was interpolated from observed gravity values.
 EN0163
 EN0163;                    North         East    Units  Estimated Accuracy
 EN0163;SPC TX N     - 1,037,400.      255,400.      MT  (+/- 180 meters Scaled)
 EN0163
 EN0163                          SUPERSEDED SURVEY CONTROL
 EN0163
 EN0163  NGVD 29 (??/??/92)  703.343  (m)         2307.55   (f) ADJ UNCH    2 0
 EN0163
 EN0163.Superseded values are not recommended for survey control.
 EN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0163.See file dsdata.txt to determine how the superseded data were derived.
 EN0163
 EN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD253009(NAD 83)
 EN0163_MARKER: DB = BENCH MARK DISK
 EN0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0163_SP_SET: CULVERT
 EN0163_STAMPING: B-435 1934
 EN0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0163
 EN0163  HISTORY     - Date     Condition        Report By
 EN0163  HISTORY     - 1934     MONUMENTED       CGS
 EN0163  HISTORY     - 1935     GOOD             NGS
 EN0163
 EN0163                          STATION DESCRIPTION
 EN0163
 EN0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EN0163'4.8 MI S FROM TURKEY.
 EN0163'4.8 MI. S. ALONG STATE NO.18 ABOUT 100 YDS.  S. OF THE TOP OF A HILL,
 EN0163'100 YDS. N. OF A MAIL BOX, AND SET IN THE CENTER OF E. ABUTMENT OF A 2
 EN0163'X 2 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0164 ***********************************************************************
 EN0164  DESIGNATION -  B 435 RESET 1958
 EN0164  PID         -  EN0164
 EN0164  STATE/COUNTY-  TX/HALL
 EN0164  USGS QUAD   -  FOLLEY (1981)
 EN0164
 EN0164                         *CURRENT SURVEY CONTROL
 EN0164  ___________________________________________________________________
 EN0164* NAD 83(1986)-  34 20 08.     (N)    100 53 53.     (W)     SCALED    
 EN0164* NAVD 88     -       703.95   (meters)    2309.5    (feet)  RESET     
 EN0164  ___________________________________________________________________
 EN0164  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EN0164
 EN0164  VERT ORDER  -  THIRD
 EN0164
 EN0164.The horizontal coordinates were scaled from a topographic map and have
 EN0164.an estimated accuracy of +/- 6 seconds.
 EN0164
 EN0164.The orthometric height was computed from unverified reset data.
 EN0164
 EN0164.The geoid height was determined by GEOID03.
 EN0164
 EN0164;                    North         East    Units  Estimated Accuracy
 EN0164;SPC TX N     - 1,037,400.      255,400.      MT  (+/- 180 meters Scaled)
 EN0164
 EN0164                          SUPERSEDED SURVEY CONTROL
 EN0164
 EN0164.No superseded survey control is available for this station.
 EN0164
 EN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD253009(NAD 83)
 EN0164_MARKER: DB = BENCH MARK DISK
 EN0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0164_STAMPING: B 435 RESET 1958
 EN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0164+STABILITY: SURFACE MOTION
 EN0164
 EN0164  HISTORY     - Date     Condition        Report By
 EN0164  HISTORY     - 1958     MONUMENTED       TXHD
 EN0164  HISTORY     - 1967     GOOD             USGS
 EN0164
 EN0164                          STATION DESCRIPTION
 EN0164
 EN0164'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 EN0164'5.2 MI S FROM TURKEY.
 EN0164'ABOUT 5.2 MI. S ALONG ST. HWY 70 FROM TURKEY, HALL COUNTY.  264 FT.
 EN0164'NORTH AND 51 FT.  EAST OF THE CENTERLINE OF A JCT. OF ST. HWY 70 AND A
 EN0164'COUNTY GRAVEL ROAD STARTING EAST.  1 FT. NORTH OF A TELEPHONE POLE. A
 EN0164'STANDARD DISK, STAMPED B 435 RESET 1958 SET IN THE TOP OF A
 EN0164'CYLINDRICAL CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0020 ***********************************************************************
 DP0020  DESIGNATION -  B 436
 DP0020  PID         -  DP0020
 DP0020  STATE/COUNTY-  TX/COTTLE
 DP0020  USGS QUAD   -  GINSITE (1981)
 DP0020
 DP0020                         *CURRENT SURVEY CONTROL
 DP0020  ___________________________________________________________________
 DP0020* NAD 83(1986)-  33 53 20.     (N)    100 19 38.     (W)     SCALED    
 DP0020* NAVD 88     -       562.134  (meters)    1844.27   (feet)  ADJUSTED  
 DP0020  ___________________________________________________________________
 DP0020  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DP0020  DYNAMIC HT  -         561.477 (meters)    1842.11  (feet)  COMP
 DP0020  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 DP0020
 DP0020  VERT ORDER  -  SECOND    CLASS 0
 DP0020
 DP0020.The horizontal coordinates were scaled from a topographic map and have
 DP0020.an estimated accuracy of +/- 6 seconds.
 DP0020
 DP0020.The orthometric height was determined by differential leveling
 DP0020.and adjusted by the National Geodetic Survey in June 1991..
 DP0020
 DP0020.The geoid height was determined by GEOID03.
 DP0020
 DP0020.The dynamic height is computed by dividing the NAVD 88
 DP0020.geopotential number by the normal gravity value computed on the
 DP0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0020.degrees latitude (g = 980.6199 gals.).
 DP0020
 DP0020.The modeled gravity was interpolated from observed gravity values.
 DP0020
 DP0020;                    North         East    Units  Estimated Accuracy
 DP0020;SPC TXNC     - 2,247,900.      430,990.      MT  (+/- 180 meters Scaled)
 DP0020
 DP0020                          SUPERSEDED SURVEY CONTROL
 DP0020
 DP0020  NGVD 29 (??/??/92)  561.941  (m)         1843.63   (f) ADJ UNCH    2 0
 DP0020
 DP0020.Superseded values are not recommended for survey control.
 DP0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0020.See file dsdata.txt to determine how the superseded data were derived.
 DP0020
 DP0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC772506(NAD 83)
 DP0020_MARKER: DB = BENCH MARK DISK
 DP0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0020_SP_SET: CULVERT
 DP0020_STAMPING: B-436 1934
 DP0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0020
 DP0020  HISTORY     - Date     Condition        Report By
 DP0020  HISTORY     - 1934     MONUMENTED       CGS
 DP0020  HISTORY     - 1935     GOOD             NGS
 DP0020
 DP0020                          STATION DESCRIPTION
 DP0020
 DP0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0020'9.2 MI S FROM PADUCAH.
 DP0020'9.2 MI. S. ALONG U.S. NO. 83 ABOUT 100 YDS. S. OF A BROWN HOUSE, 16
 DP0020'FT. E. OF THE CENTER LINE OF HWY., AND SET IN THE N. END OF THE E.
 DP0020'ABUTMENT OF A CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0090 ***********************************************************************
 EN0090  DESIGNATION -  B 437
 EN0090  PID         -  EN0090
 EN0090  STATE/COUNTY-  TX/COTTLE
 EN0090  USGS QUAD   -  BAKER (1981)
 EN0090
 EN0090                         *CURRENT SURVEY CONTROL
 EN0090  ___________________________________________________________________
 EN0090* NAD 83(1986)-  34 13 49.     (N)    100 03 53.     (W)     SCALED    
 EN0090* NAVD 88     -       473.049  (meters)    1551.99   (feet)  ADJUSTED  
 EN0090  ___________________________________________________________________
 EN0090  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EN0090  DYNAMIC HT  -         472.515 (meters)    1550.24  (feet)  COMP
 EN0090  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 EN0090
 EN0090  VERT ORDER  -  SECOND    CLASS 0
 EN0090
 EN0090.The horizontal coordinates were scaled from a topographic map and have
 EN0090.an estimated accuracy of +/- 6 seconds.
 EN0090
 EN0090.The orthometric height was determined by differential leveling
 EN0090.and adjusted by the National Geodetic Survey in June 1991..
 EN0090
 EN0090.The geoid height was determined by GEOID03.
 EN0090
 EN0090.The dynamic height is computed by dividing the NAVD 88
 EN0090.geopotential number by the normal gravity value computed on the
 EN0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0090.degrees latitude (g = 980.6199 gals.).
 EN0090
 EN0090.The modeled gravity was interpolated from observed gravity values.
 EN0090
 EN0090;                    North         East    Units  Estimated Accuracy
 EN0090;SPC TXNC     - 2,285,380.      455,830.      MT  (+/- 180 meters Scaled)
 EN0090
 EN0090                          SUPERSEDED SURVEY CONTROL
 EN0090
 EN0090  NGVD 29 (??/??/92)  472.869  (m)         1551.40   (f) ADJ UNCH    2 0
 EN0090
 EN0090.Superseded values are not recommended for survey control.
 EN0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0090.See file dsdata.txt to determine how the superseded data were derived.
 EN0090
 EN0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC019882(NAD 83)
 EN0090_MARKER: DB = BENCH MARK DISK
 EN0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0090_STAMPING: B 437 1934
 EN0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0090+STABILITY: SURFACE MOTION
 EN0090
 EN0090  HISTORY     - Date     Condition        Report By
 EN0090  HISTORY     - 1934     MONUMENTED       CGS
 EN0090  HISTORY     - 1967     POOR             USGS
 EN0090
 EN0090                          STATION DESCRIPTION
 EN0090
 EN0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0090'7.7 MI E FROM SWEARINGEN.
 EN0090'ABOUT 7.7 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 EN0090'THE STATION AT SWEARINGEN, COTTLE COUNTY, ABOUT 65 FEET WEST OF
 EN0090'MILEPOST 22, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 1 FOOT
 EN0090'SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED B 437 1934 AND SET IN
 EN0090'THE TOP OF A CONCRETE POST.
 EN0090
 EN0090                          STATION RECOVERY (1967)
 EN0090
 EN0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EN0090'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0216 ***********************************************************************
 DP0216  DESIGNATION -  B 438
 DP0216  PID         -  DP0216
 DP0216  STATE/COUNTY-  TX/MOTLEY
 DP0216  USGS QUAD   -  RUSSELLVILLE (1981)
 DP0216
 DP0216                         *CURRENT SURVEY CONTROL
 DP0216  ___________________________________________________________________
 DP0216* NAD 83(1986)-  33 57 18.     (N)    100 38 18.     (W)     SCALED    
 DP0216* NAVD 88     -       683.931  (meters)    2243.86   (feet)  ADJUSTED  
 DP0216  ___________________________________________________________________
 DP0216  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DP0216  DYNAMIC HT  -         683.111 (meters)    2241.17  (feet)  COMP
 DP0216  MODELED GRAV-     979,414.4   (mgal)                       NAVD 88
 DP0216
 DP0216  VERT ORDER  -  SECOND    CLASS 0
 DP0216
 DP0216.The horizontal coordinates were scaled from a topographic map and have
 DP0216.an estimated accuracy of +/- 6 seconds.
 DP0216
 DP0216.The orthometric height was determined by differential leveling
 DP0216.and adjusted by the National Geodetic Survey in June 1991..
 DP0216
 DP0216.The geoid height was determined by GEOID03.
 DP0216
 DP0216.The dynamic height is computed by dividing the NAVD 88
 DP0216.geopotential number by the normal gravity value computed on the
 DP0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0216.degrees latitude (g = 980.6199 gals.).
 DP0216
 DP0216.The modeled gravity was interpolated from observed gravity values.
 DP0216
 DP0216;                    North         East    Units  Estimated Accuracy
 DP0216;SPC TXNC     - 2,255,780.      402,360.      MT  (+/- 180 meters Scaled)
 DP0216
 DP0216                          SUPERSEDED SURVEY CONTROL
 DP0216
 DP0216  NGVD 29 (??/??/92)  683.672  (m)         2243.01   (f) ADJ UNCH    2 0
 DP0216
 DP0216.Superseded values are not recommended for survey control.
 DP0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0216.See file dsdata.txt to determine how the superseded data were derived.
 DP0216
 DP0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC486583(NAD 83)
 DP0216_MARKER: DB = BENCH MARK DISK
 DP0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0216_STAMPING: B 438 1934
 DP0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0216+STABILITY: SURFACE MOTION
 DP0216
 DP0216  HISTORY     - Date     Condition        Report By
 DP0216  HISTORY     - 1934     MONUMENTED       CGS
 DP0216  HISTORY     - 1958     GOOD             NGS
 DP0216
 DP0216                          STATION DESCRIPTION
 DP0216
 DP0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0216'3.7 MI E FROM RUSSELLVILLE.
 DP0216'ABOUT 3.7 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0216'RUSSELLVILLE, MOTLEY COUNTY, 44 FEET NORTH OF THE FIRST POLE EAST OF
 DP0216'MILEPOST 65+15, AT THE EAST END OF A CUT, ABOUT 74 FEET NORTH OF THE
 DP0216'CENTER LINE OF THE TRACK, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD
 DP0216'DISK, STAMPED B 438 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DP0216
 DP0216                          STATION RECOVERY (1958)
 DP0216
 DP0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0242 ***********************************************************************
 DP0242  DESIGNATION -  B 439
 DP0242  PID         -  DP0242
 DP0242  STATE/COUNTY-  TX/FLOYD
 DP0242  USGS QUAD   -  FLOYDADA (1981)
 DP0242
 DP0242                         *CURRENT SURVEY CONTROL
 DP0242  ___________________________________________________________________
 DP0242* NAD 83(1986)-  33 59 29.     (N)    101 20 09.     (W)     SCALED    
 DP0242* NAVD 88     -       968.869  (meters)    3178.70   (feet)  ADJUSTED  
 DP0242  ___________________________________________________________________
 DP0242  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DP0242  DYNAMIC HT  -         967.630 (meters)    3174.63  (feet)  COMP
 DP0242  MODELED GRAV-     979,324.4   (mgal)                       NAVD 88
 DP0242
 DP0242  VERT ORDER  -  SECOND    CLASS 0
 DP0242
 DP0242.The horizontal coordinates were scaled from a topographic map and have
 DP0242.an estimated accuracy of +/- 6 seconds.
 DP0242
 DP0242.The orthometric height was determined by differential leveling
 DP0242.and adjusted by the National Geodetic Survey in June 1991..
 DP0242
 DP0242.The geoid height was determined by GEOID03.
 DP0242
 DP0242.The dynamic height is computed by dividing the NAVD 88
 DP0242.geopotential number by the normal gravity value computed on the
 DP0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0242.degrees latitude (g = 980.6199 gals.).
 DP0242
 DP0242.The modeled gravity was interpolated from observed gravity values.
 DP0242
 DP0242;                    North         East    Units  Estimated Accuracy
 DP0242;SPC TXNC     - 2,261,340.      338,020.      MT  (+/- 180 meters Scaled)
 DP0242
 DP0242                          SUPERSEDED SURVEY CONTROL
 DP0242
 DP0242  NGVD 29 (??/??/92)  968.505  (m)         3177.50   (f) ADJ UNCH    2 0
 DP0242
 DP0242.Superseded values are not recommended for survey control.
 DP0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0242.See file dsdata.txt to determine how the superseded data were derived.
 DP0242
 DP0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC842636(NAD 83)
 DP0242_MARKER: DB = BENCH MARK DISK
 DP0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0242_STAMPING: B 439 1934
 DP0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0242+STABILITY: SURFACE MOTION
 DP0242
 DP0242  HISTORY     - Date     Condition        Report By
 DP0242  HISTORY     - 1934     MONUMENTED       CGS
 DP0242  HISTORY     - 1963     GOOD             USGS
 DP0242  HISTORY     - 1984     GOOD             DMA
 DP0242
 DP0242                          STATION DESCRIPTION
 DP0242
 DP0242'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DP0242'IN FLOYDADA.
 DP0242'AT FLOYDADA, FLOYD COUNTY, ABOUT 0.5 MILE NORTHWEST ALONG THE
 DP0242'PANHANDLE AND SANTA FE RAILWAY FROM THE SANTA FE RAILWAY STATION IN
 DP0242'FLOYDADA, ABOUT 350 FEET SE OF THE TEXACO BULK STATION, 20 FT
 DP0242'SOUTHWEST OF THE MAIN TRACK, 50 FT E. OF THE CENTERLINE OF A GRADED
 DP0242'STREET, A STD DISK STAMPED B 439 1934, IN THE TOP OF A CONC POST
 DP0242'PROJECTING ABOUT 4 INCHES.
 DP0242
 DP0242                          STATION RECOVERY (1984)
 DP0242
 DP0242'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 DP0242'HOW TO REACH AS FOLLOW: FROM THE FLOYD MUNICIPAL BUILDING DRIVE WEST
 DP0242'ON VIRGINIA ST. FOR 0.05 MILE TO INTERSECTON OF VIRGINIA AND 5TH
 DP0242'STREET. TURN RIGHT (NORTH) ON 5TH STREET AND GO 0.35 MILE TO STATION
 DP0242'ON RIGHT. THE STATION IS 6.6 METERS SOUTHWEST OF CENTERLINE OF EAST
 DP0242'TRACK, APPROXIMATELY 5.3 METERS SOUTHEAST OF RAILROAD CROSSING FARM
 DP0242'ROAD EAST 784.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0156 ***********************************************************************
 DQ0156  DESIGNATION -  B 442
 DQ0156  PID         -  DQ0156
 DQ0156  STATE/COUNTY-  TX/YOAKUM
 DQ0156  USGS QUAD   -  TOKIO NW (1970)
 DQ0156
 DQ0156                         *CURRENT SURVEY CONTROL
 DQ0156  ___________________________________________________________________
 DQ0156* NAD 83(1986)-  33 10 55.     (N)    102 43 41.     (W)     SCALED    
 DQ0156* NAVD 88     -      1106.078  (meters)    3628.86   (feet)  ADJUSTED  
 DQ0156  ___________________________________________________________________
 DQ0156  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DQ0156  DYNAMIC HT  -        1104.604 (meters)    3624.02  (feet)  COMP
 DQ0156  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 DQ0156
 DQ0156  VERT ORDER  -  SECOND    CLASS 0
 DQ0156
 DQ0156.The horizontal coordinates were scaled from a topographic map and have
 DQ0156.an estimated accuracy of +/- 6 seconds.
 DQ0156
 DQ0156.The orthometric height was determined by differential leveling
 DQ0156.and adjusted by the National Geodetic Survey in June 1991..
 DQ0156
 DQ0156.The geoid height was determined by GEOID03.
 DQ0156
 DQ0156.The dynamic height is computed by dividing the NAVD 88
 DQ0156.geopotential number by the normal gravity value computed on the
 DQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0156.degrees latitude (g = 980.6199 gals.).
 DQ0156
 DQ0156.The modeled gravity was interpolated from observed gravity values.
 DQ0156
 DQ0156;                    North         East    Units  Estimated Accuracy
 DQ0156;SPC TXNC     - 2,175,960.      205,840.      MT  (+/- 180 meters Scaled)
 DQ0156
 DQ0156                          SUPERSEDED SURVEY CONTROL
 DQ0156
 DQ0156  NGVD 29 (??/??/92) 1105.67   (m)         3627.5    (f) COMPUTED    2 0
 DQ0156
 DQ0156.Superseded values are not recommended for survey control.
 DQ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0156.See file dsdata.txt to determine how the superseded data were derived.
 DQ0156
 DQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS118737(NAD 83)
 DQ0156_MARKER: DB = BENCH MARK DISK
 DQ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0156_STAMPING: B-442 1934
 DQ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0156+STABILITY: SURFACE MOTION
 DQ0156
 DQ0156  HISTORY     - Date     Condition        Report By
 DQ0156  HISTORY     - 1934     MONUMENTED       CGS
 DQ0156  HISTORY     - 1943     GOOD             NGS
 DQ0156
 DQ0156                          STATION DESCRIPTION
 DQ0156
 DQ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0156'5.8 MI E FROM PLAINS.
 DQ0156'5.8 MI. E. ALONG U.S. NO. 380.  ABOUT 0.2 MI. E. OF A SIDE ROAD
 DQ0156'BEARING TO THE S., 48 FT. N. OF THE CENTER LINE OF HWY., 2 FT. S. OF
 DQ0156'THE N. RIGHT OF WAY FENCE, AND ABOUT 2 FT. BELOW THE ROAD BED.
 DQ0156
 DQ0156                          STATION RECOVERY (1943)
 DQ0156
 DQ0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DQ0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0310 ***********************************************************************
 DP0310  DESIGNATION -  B 443
 DP0310  PID         -  DP0310
 DP0310  STATE/COUNTY-  TX/LYNN
 DP0310  USGS QUAD   -  DOUBLE LAKES (1969)
 DP0310
 DP0310                         *CURRENT SURVEY CONTROL
 DP0310  ___________________________________________________________________
 DP0310* NAD 83(1986)-  33 10 01.     (N)    101 55 54.     (W)     SCALED    
 DP0310* NAVD 88     -       969.038  (meters)    3179.25   (feet)  ADJUSTED  
 DP0310  ___________________________________________________________________
 DP0310  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 DP0310  DYNAMIC HT  -         967.758 (meters)    3175.05  (feet)  COMP
 DP0310  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 DP0310
 DP0310  VERT ORDER  -  SECOND    CLASS 0
 DP0310
 DP0310.The horizontal coordinates were scaled from a topographic map and have
 DP0310.an estimated accuracy of +/- 6 seconds.
 DP0310
 DP0310.The orthometric height was determined by differential leveling
 DP0310.and adjusted by the National Geodetic Survey in June 1991..
 DP0310
 DP0310.The geoid height was determined by GEOID03.
 DP0310
 DP0310.The dynamic height is computed by dividing the NAVD 88
 DP0310.geopotential number by the normal gravity value computed on the
 DP0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0310.degrees latitude (g = 980.6199 gals.).
 DP0310
 DP0310.The modeled gravity was interpolated from observed gravity values.
 DP0310
 DP0310;                    North         East    Units  Estimated Accuracy
 DP0310;SPC TXNC     - 2,171,590.      280,000.      MT  (+/- 180 meters Scaled)
 DP0310
 DP0310                          SUPERSEDED SURVEY CONTROL
 DP0310
 DP0310  NGVD 29 (??/??/92)  968.654  (m)         3177.99   (f) ADJ UNCH    2 0
 DP0310
 DP0310.Superseded values are not recommended for survey control.
 DP0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0310.See file dsdata.txt to determine how the superseded data were derived.
 DP0310
 DP0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB266736(NAD 83)
 DP0310_MARKER: DB = BENCH MARK DISK
 DP0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0310_STAMPING: B 442 1934
 DP0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0310+STABILITY: SURFACE MOTION
 DP0310
 DP0310  HISTORY     - Date     Condition        Report By
 DP0310  HISTORY     - 1934     MONUMENTED       CGS
 DP0310  HISTORY     - 1969     MARK NOT FOUND   USGS
 DP0310
 DP0310                          STATION DESCRIPTION
 DP0310
 DP0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0310'7.9 MI W FROM TAHOKA.
 DP0310'7.9 MILES WEST ALONG U. S. HIGHWAY 380 AND STATE HIGHWAY 84 FROM THE
 DP0310'COUNTY COURTHOUSE AT TAHOKA, LYNN COUNTY, 41 FEET NORTH OF THE
 DP0310'CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 DP0310'A STANDARD DISK, STAMPED B 442 1934 AND SET IN THE TOP OF A CONCRETE
 DP0310'POST.  NOTE-- RD. CONSTR. IN AREA.
 DP0310
 DP0310                          STATION RECOVERY (1969)
 DP0310
 DP0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0650 ***********************************************************************
 CU0650  DESIGNATION -  B 444 RESET 1961
 CU0650  PID         -  CU0650
 CU0650  STATE/COUNTY-  TX/HOWARD
 CU0650  USGS QUAD   -  KNOTT SE (1966)
 CU0650
 CU0650                         *CURRENT SURVEY CONTROL
 CU0650  ___________________________________________________________________
 CU0650* NAD 83(1993)-  32 21 43.49652(N)    101 31 23.28161(W)     ADJUSTED  
 CU0650* NAVD 88     -       810.92   (+/-2cm)    2660.5    (feet)  VERTCON   
 CU0650  ___________________________________________________________________
 CU0650  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 CU0650  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CU0650
 CU0650  HORZ ORDER  -  THIRD
 CU0650  VERT ORDER  -  THIRD (See Below)
 CU0650
 CU0650.The horizontal coordinates were established by classical geodetic methods
 CU0650.and adjusted by the National Geodetic Survey in July 1998..
 CU0650
 CU0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0650.The vertical order pertains to the NGVD 29 superseded value.
 CU0650
 CU0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0650
 CU0650.The geoid height was determined by GEOID03.
 CU0650
 CU0650;                    North         East     Units Scale Factor Converg.
 CU0650;SPC TXNC     - 2,081,209.329   315,517.968   MT  0.99994450   -1 38 55.7
 CU0650;SPC TXNC     - 6,828,100.94  1,035,161.87   sFT  0.99994450   -1 38 55.7
 CU0650;UTM  14      - 3,583,370.176   262,584.843   MT  1.00029514   -1 21 04.3
 CU0650
 CU0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0650!SPC TXNC     -   0.99987670  x   0.99994450  =   0.99982120
 CU0650!UTM  14      -   0.99987670  x   1.00029514  =   1.00017180
 CU0650
 CU0650                          SUPERSEDED SURVEY CONTROL
 CU0650
 CU0650  NGVD 29 (??/??/??)  810.63   (m)         2659.5    (f) RESET       3  
 CU0650
 CU0650.Superseded values are not recommended for survey control.
 CU0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0650.See file dsdata.txt to determine how the superseded data were derived.
 CU0650
 CU0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6258583370(NAD 83)
 CU0650_MARKER: DS = TRIANGULATION STATION DISK
 CU0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0650_STAMPING: B 444 RESET 1961
 CU0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0650+STABILITY: SURFACE MOTION
 CU0650
 CU0650  HISTORY     - Date     Condition        Report By
 CU0650  HISTORY     - 1961     MONUMENTED       CGS
 CU0650  HISTORY     - 1966     GOOD             USGS
 CU0650
 CU0650                          STATION DESCRIPTION
 CU0650
 CU0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0650'8.3 MI NW FROM BIG SPRINGS.
 CU0650'ABOUT 08.3 MILES NORTHWEST FROM THE JUNCTIONS OF HIGHWAYS NOS. 80 AND
 CU0650'87 IN BIG SPRINGS, ALONG THE WEST RIGHT-OF-WAY LINE OF NO. 87, 0.3
 CU0650'MILE NORTHWEST OF THE Y JUNCTION OF F.M. ROAD 1584 AND U.S. NO. 87, 12
 CU0650'FEET NORTHWEST OF HIGHWAY SURVEY STATION 416+00 AND IS 2 FEET SOUTH OF
 CU0650'A 4 INCH IRON PIPE WHICH PROJECTS ABOUT 3 FEET.  THIS PIPE MARKS THE
 CU0650'SECTION LINE, AND THE WEST RIGHT-OF-WAY LINE JUNCTION.  THE AREA IS
 CU0650'ALL IN CULTIVATION.  A STANDARD DISK STAMPED B 444 RESET 1961 IN A
 CU0650'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CU0650
 CU0650                          STATION RECOVERY (1966)
 CU0650
 CU0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU0650'ABOUT 08.3 MI. NW. FROM THE JUNCTION OF HIGHWAY NOS. 80 AND 87 IN BIG
 CU0650'SPRINGS, ALONG THE W. RIGHT-OF-WAY LINE OF NO. 87, 0.3 MI. NW. OF THE
 CU0650'Y-JUNCTION OF F.M. ROAD 1584 AND U.S. NO. 87, 12 FT. NW. OF HIGHWAY
 CU0650'SURVEY STATION 416 PLUS 00 AND IS 2 FT. S. OF A 4 IN. IRON PIPE WHICH
 CU0650'PROJECTS ABOUT 3 FT.  THIS PIPE MARKS THE SECTION LINE AND THE W.
 CU0650'RIGHT-OF-WAY LINE JUNCTION.  THE AREA IS ALL IN CULTIVATION.
 CU0650'STATION MARK--STANDARD USC AND GS DISK STAMPED---B 444 RESET 1961---,
 CU0650'IN A CONCRETE POST WHICH PROJECTS ABOUT 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0317 ***********************************************************************
 DP0317  DESIGNATION -  B 445
 DP0317  PID         -  DP0317
 DP0317  STATE/COUNTY-  TX/LYNN
 DP0317  USGS QUAD   -  NEW LYNN (1970)
 DP0317
 DP0317                         *CURRENT SURVEY CONTROL
 DP0317  ___________________________________________________________________
 DP0317* NAD 83(1986)-  33 09 57.     (N)    101 43 43.     (W)     SCALED    
 DP0317* NAVD 88     -       933.334  (meters)    3062.11   (feet)  ADJUSTED  
 DP0317  ___________________________________________________________________
 DP0317  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 DP0317  DYNAMIC HT  -         932.109 (meters)    3058.09  (feet)  COMP
 DP0317  MODELED GRAV-     979,292.7   (mgal)                       NAVD 88
 DP0317
 DP0317  VERT ORDER  -  SECOND    CLASS 0
 DP0317
 DP0317.The horizontal coordinates were scaled from a topographic map and have
 DP0317.an estimated accuracy of +/- 6 seconds.
 DP0317
 DP0317.The orthometric height was determined by differential leveling
 DP0317.and adjusted by the National Geodetic Survey in June 1991..
 DP0317
 DP0317.The geoid height was determined by GEOID03.
 DP0317
 DP0317.The dynamic height is computed by dividing the NAVD 88
 DP0317.geopotential number by the normal gravity value computed on the
 DP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0317.degrees latitude (g = 980.6199 gals.).
 DP0317
 DP0317.The modeled gravity was interpolated from observed gravity values.
 DP0317
 DP0317;                    North         East    Units  Estimated Accuracy
 DP0317;SPC TXNC     - 2,170,870.      298,930.      MT  (+/- 180 meters Scaled)
 DP0317
 DP0317                          SUPERSEDED SURVEY CONTROL
 DP0317
 DP0317  NGVD 29 (??/??/92)  932.94   (m)         3060.8    (f) COMPUTED    2 0
 DP0317
 DP0317.Superseded values are not recommended for survey control.
 DP0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0317.See file dsdata.txt to determine how the superseded data were derived.
 DP0317
 DP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB455729(NAD 83)
 DP0317_MARKER: DB = BENCH MARK DISK
 DP0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0317_STAMPING: B-445 1934
 DP0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0317+STABILITY: SURFACE MOTION
 DP0317
 DP0317  HISTORY     - Date     Condition        Report By
 DP0317  HISTORY     - 1934     MONUMENTED       CGS
 DP0317
 DP0317                          STATION DESCRIPTION
 DP0317
 DP0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0317'4.1 MI E FROM TAHOKA.
 DP0317'4.1 MI. E. ALONG U.S. NO. 380 0.2 MI. E. OF A G.I. CULVERT, ABOUT 300
 DP0317'YDS. S.W. OF A FARM HOUSE AND WINDMILL, 41 FT. S. OF THE CENTER LINE
 DP0317'OF HWY., AND 2 FT. N. OF THE S. RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0663 ***********************************************************************
 CU0663  DESIGNATION -  B 446 RESET 1939
 CU0663  PID         -  CU0663
 CU0663  STATE/COUNTY-  TX/DAWSON
 CU0663  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0663
 CU0663                         *CURRENT SURVEY CONTROL
 CU0663  ___________________________________________________________________
 CU0663* NAD 83(1986)-  32 42 10.     (N)    101 55 12.     (W)     SCALED    
 CU0663* NAVD 88     -       901.795  (meters)    2958.64   (feet)  ADJUSTED  
 CU0663  ___________________________________________________________________
 CU0663  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CU0663  DYNAMIC HT  -         900.593 (meters)    2954.70  (feet)  COMP
 CU0663  MODELED GRAV-     979,275.0   (mgal)                       NAVD 88
 CU0663
 CU0663  VERT ORDER  -  SECOND    CLASS 0
 CU0663
 CU0663.The horizontal coordinates were scaled from a topographic map and have
 CU0663.an estimated accuracy of +/- 6 seconds.
 CU0663
 CU0663.The orthometric height was determined by differential leveling
 CU0663.and adjusted by the National Geodetic Survey in June 1991..
 CU0663
 CU0663.The geoid height was determined by GEOID03.
 CU0663
 CU0663.The dynamic height is computed by dividing the NAVD 88
 CU0663.geopotential number by the normal gravity value computed on the
 CU0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0663.degrees latitude (g = 980.6199 gals.).
 CU0663
 CU0663.The modeled gravity was interpolated from observed gravity values.
 CU0663
 CU0663;                    North         East    Units  Estimated Accuracy
 CU0663;SPC TXNC     - 2,120,110.      279,410.      MT  (+/- 180 meters Scaled)
 CU0663
 CU0663                          SUPERSEDED SURVEY CONTROL
 CU0663
 CU0663  NGVD 29 (??/??/92)  901.470  (m)         2957.57   (f) ADJ UNCH    2 0
 CU0663
 CU0663.Superseded values are not recommended for survey control.
 CU0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0663.See file dsdata.txt to determine how the superseded data were derived.
 CU0663
 CU0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB262221(NAD 83)
 CU0663_MARKER: DB = BENCH MARK DISK
 CU0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0663_STAMPING: B 446 1934 RESET 1939
 CU0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0663+STABILITY: SURFACE MOTION
 CU0663
 CU0663  HISTORY     - Date     Condition        Report By
 CU0663  HISTORY     - 1939     MONUMENTED       CGS
 CU0663  HISTORY     - 1955     MARK NOT FOUND   NGS
 CU0663
 CU0663                          STATION DESCRIPTION
 CU0663
 CU0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CU0663'2.9 MI E FROM LAMESA.
 CU0663'2.9 MILES EAST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE AT LAMESA,
 CU0663'DAWSON COUNTY, 300 FEET SOUTHEAST OF THE CENTER OF THE NORTH FORK OF
 CU0663'THE JUNCTION OF U.S. HIGHWAY 87, AND 46 FEET SOUTH OF THE CENTERLINE
 CU0663'OF STATE HIGHWAY 180.  A STANDARD DISK, STAMPED B 446 1934 RESET 1939
 CU0663'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0496 ***********************************************************************
 CU0496  DESIGNATION -  B 447
 CU0496  PID         -  CU0496
 CU0496  STATE/COUNTY-  TX/BORDEN
 CU0496  USGS QUAD   -  IRA NW (1974)
 CU0496
 CU0496                         *CURRENT SURVEY CONTROL
 CU0496  ___________________________________________________________________
 CU0496* NAD 83(1986)-  32 44 46.     (N)    101 11 43.     (W)     SCALED    
 CU0496* NAVD 88     -       723.335  (meters)    2373.14   (feet)  ADJUSTED  
 CU0496  ___________________________________________________________________
 CU0496  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CU0496  DYNAMIC HT  -         722.382 (meters)    2370.01  (feet)  COMP
 CU0496  MODELED GRAV-     979,297.2   (mgal)                       NAVD 88
 CU0496
 CU0496  VERT ORDER  -  SECOND    CLASS 0
 CU0496
 CU0496.The horizontal coordinates were scaled from a topographic map and have
 CU0496.an estimated accuracy of +/- 6 seconds.
 CU0496
 CU0496.The orthometric height was determined by differential leveling
 CU0496.and adjusted by the National Geodetic Survey in June 1991..
 CU0496
 CU0496.The geoid height was determined by GEOID03.
 CU0496
 CU0496.The dynamic height is computed by dividing the NAVD 88
 CU0496.geopotential number by the normal gravity value computed on the
 CU0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0496.degrees latitude (g = 980.6199 gals.).
 CU0496
 CU0496.The modeled gravity was interpolated from observed gravity values.
 CU0496
 CU0496;                    North         East    Units  Estimated Accuracy
 CU0496;SPC TXNC     - 2,122,940.      347,460.      MT  (+/- 180 meters Scaled)
 CU0496
 CU0496                          SUPERSEDED SURVEY CONTROL
 CU0496
 CU0496  NGVD 29 (??/??/92)  723.010  (m)         2372.08   (f) ADJ UNCH    2 0
 CU0496
 CU0496.Superseded values are not recommended for survey control.
 CU0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0496.See file dsdata.txt to determine how the superseded data were derived.
 CU0496
 CU0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB943252(NAD 83)
 CU0496_MARKER: DB = BENCH MARK DISK
 CU0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0496_STAMPING: B 447 1934
 CU0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0496+STABILITY: SURFACE MOTION
 CU0496
 CU0496  HISTORY     - Date     Condition        Report By
 CU0496  HISTORY     - 1934     MONUMENTED       CGS
 CU0496  HISTORY     - 1950     GOOD             NGS
 CU0496
 CU0496                          STATION DESCRIPTION
 CU0496
 CU0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CU0496'17.2 MI E FROM GAIL.
 CU0496'IN BORDEN COUNTY, 17.2 MILES EAST ALONG STATE HIGHWAY 15 FROM THE POST
 CU0496'OFFICE AT GAIL, BORDEN COUNTY, 17.2 MILES WEST OF THE COURTHOUSE AT
 CU0496'SNYDER, SCURRY COUNTY, 0.2 MILE EAST OF A WOODEN BRIDGE, 220 FEET WEST
 CU0496'OF ANOTHER WOODEN BRIDGE, 33 FEET NORTH OF THE CENTERLINE OF THE
 CU0496'HIGHWAY, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CU0496'STAMPED B 447 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0249 ***********************************************************************
 CC0249  DESIGNATION -  B 448
 CC0249  PID         -  CC0249
 CC0249  STATE/COUNTY-  TX/WARD
 CC0249  USGS QUAD   -  CHINA RANCH (1981)
 CC0249
 CC0249                         *CURRENT SURVEY CONTROL
 CC0249  ___________________________________________________________________
 CC0249* NAD 83(1986)-  31 38 30.     (N)    102 59 22.     (W)     SCALED    
 CC0249* NAVD 88     -       809.617  (meters)    2656.22   (feet)  ADJUSTED  
 CC0249  ___________________________________________________________________
 CC0249  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CC0249  DYNAMIC HT  -         808.490 (meters)    2652.52  (feet)  COMP
 CC0249  MODELED GRAV-     979,220.6   (mgal)                       NAVD 88
 CC0249
 CC0249  VERT ORDER  -  SECOND    CLASS 0
 CC0249
 CC0249.The horizontal coordinates were scaled from a topographic map and have
 CC0249.an estimated accuracy of +/- 6 seconds.
 CC0249
 CC0249.The orthometric height was determined by differential leveling
 CC0249.and adjusted by the National Geodetic Survey in June 1991..
 CC0249
 CC0249.The geoid height was determined by GEOID03.
 CC0249
 CC0249.The dynamic height is computed by dividing the NAVD 88
 CC0249.geopotential number by the normal gravity value computed on the
 CC0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0249.degrees latitude (g = 980.6199 gals.).
 CC0249
 CC0249.The modeled gravity was interpolated from observed gravity values.
 CC0249
 CC0249;                    North         East    Units  Estimated Accuracy
 CC0249;SPC TX C     - 3,221,950.      448,080.      MT  (+/- 180 meters Scaled)
 CC0249
 CC0249                          SUPERSEDED SURVEY CONTROL
 CC0249
 CC0249  NGVD 29 (??/??/92)  809.276  (m)         2655.10   (f) ADJ UNCH    2 0
 CC0249
 CC0249.Superseded values are not recommended for survey control.
 CC0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0249.See file dsdata.txt to determine how the superseded data were derived.
 CC0249
 CC0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR906024(NAD 83)
 CC0249_MARKER: DB = BENCH MARK DISK
 CC0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0249_STAMPING: B-448 1935
 CC0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0249+STABILITY: SURFACE MOTION
 CC0249
 CC0249  HISTORY     - Date     Condition        Report By
 CC0249  HISTORY     - 1935     MONUMENTED       CGS
 CC0249
 CC0249                          STATION DESCRIPTION
 CC0249
 CC0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CC0249'6.9 MI N FROM MONAHANS.
 CC0249'6.9 MI. N. ALONG T. AND P. RY. 0.5 MI. S. OF WARD-WINKLER COUNTY LINE,
 CC0249'ABOUT 350 FT. S. OF MILE POST NO. 6, 10 FT. W. OF CONC. HWY MARKER NO.
 CC0249'863 PLUS 73, 100 FT. E. OF THE CENTER LINE OF TRACK, 61 FT. W. OF THE
 CC0249'CENTER LINE OF HWY., AND 2 FT. W. OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0361 ***********************************************************************
 BN0361  DESIGNATION -  B 449
 BN0361  PID         -  BN0361
 BN0361  STATE/COUNTY-  TX/KIMBLE
 BN0361  USGS QUAD   -  SEGOVIA (1974)
 BN0361
 BN0361                         *CURRENT SURVEY CONTROL
 BN0361  ___________________________________________________________________
 BN0361* NAD 83(1986)-  30 29 46.     (N)    099 44 06.     (W)     SCALED    
 BN0361* NAVD 88     -       506.337  (meters)    1661.21   (feet)  ADJUSTED  
 BN0361  ___________________________________________________________________
 BN0361  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 BN0361  DYNAMIC HT  -         505.621 (meters)    1658.86  (feet)  COMP
 BN0361  MODELED GRAV-     979,210.8   (mgal)                       NAVD 88
 BN0361
 BN0361  VERT ORDER  -  SECOND    CLASS 0
 BN0361
 BN0361.The horizontal coordinates were scaled from a topographic map and have
 BN0361.an estimated accuracy of +/- 6 seconds.
 BN0361
 BN0361.The orthometric height was determined by differential leveling
 BN0361.and adjusted by the National Geodetic Survey in June 1991..
 BN0361
 BN0361.The geoid height was determined by GEOID03.
 BN0361
 BN0361.The dynamic height is computed by dividing the NAVD 88
 BN0361.geopotential number by the normal gravity value computed on the
 BN0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0361.degrees latitude (g = 980.6199 gals.).
 BN0361
 BN0361.The modeled gravity was interpolated from observed gravity values.
 BN0361
 BN0361;                    North         East    Units  Estimated Accuracy
 BN0361;SPC TX C     - 3,092,100.      757,440.      MT  (+/- 180 meters Scaled)
 BN0361
 BN0361                          SUPERSEDED SURVEY CONTROL
 BN0361
 BN0361  NGVD 29 (??/??/92)  506.304  (m)         1661.10   (f) ADJ UNCH    2 0
 BN0361
 BN0361.Superseded values are not recommended for survey control.
 BN0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0361.See file dsdata.txt to determine how the superseded data were derived.
 BN0361
 BN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU294739(NAD 83)
 BN0361_MARKER: DB = BENCH MARK DISK
 BN0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0361_STAMPING: B 449 1935
 BN0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0361+STABILITY: SURFACE MOTION
 BN0361
 BN0361  HISTORY     - Date     Condition        Report By
 BN0361  HISTORY     - 1935     MONUMENTED       CGS
 BN0361  HISTORY     - 1953     GOOD             NGS
 BN0361  HISTORY     - 1970     MARK NOT FOUND   USGS
 BN0361  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BN0361
 BN0361                          STATION DESCRIPTION
 BN0361
 BN0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0361'2.3 MI E FROM JUNCTION.
 BN0361'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 83 AND 290 FROM THE COURTHOUSE
 BN0361'AT JUNCTION, THENCE 1.8 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 290,
 BN0361'0.1 MILE WEST OF A JUNCTION WITH STATE HIGHWAY 29, 310 FEET EAST OF
 BN0361'THE TOP OF A HILL, 40 FEET SOUTHWEST OF A 22 INCH PECAN TREE, 38.5
 BN0361'FEET NORTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 1.5 FEET
 BN0361'SOUTHEAST OF A FENCE, 1 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF
 BN0361'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BN0361
 BN0361                          STATION RECOVERY (1970)
 BN0361
 BN0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BN0361'MARK NOT FOUND.
 BN0361
 BN0361                          STATION RECOVERY (1999)
 BN0361
 BN0361'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0307 ***********************************************************************
 BN0307  DESIGNATION -  B 450
 BN0307  PID         -  BN0307
 BN0307  STATE/COUNTY-  TX/KERR
 BN0307  USGS QUAD   -  KERRVILLE (1982)
 BN0307
 BN0307                         *CURRENT SURVEY CONTROL
 BN0307  ___________________________________________________________________
 BN0307* NAD 83(1986)-  30 02 09.     (N)    099 08 10.     (W)     SCALED    
 BN0307* NAVD 88     -       490.625  (meters)    1609.66   (feet)  ADJUSTED  
 BN0307  ___________________________________________________________________
 BN0307  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 BN0307  DYNAMIC HT  -         489.928 (meters)    1607.37  (feet)  COMP
 BN0307  MODELED GRAV-     979,205.9   (mgal)                       NAVD 88
 BN0307
 BN0307  VERT ORDER  -  SECOND    CLASS 0
 BN0307
 BN0307.The horizontal coordinates were scaled from a topographic map and have
 BN0307.an estimated accuracy of +/- 6 seconds.
 BN0307
 BN0307.The orthometric height was determined by differential leveling
 BN0307.and adjusted by the National Geodetic Survey in June 1991..
 BN0307
 BN0307.The geoid height was determined by GEOID03.
 BN0307
 BN0307.The dynamic height is computed by dividing the NAVD 88
 BN0307.geopotential number by the normal gravity value computed on the
 BN0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0307.degrees latitude (g = 980.6199 gals.).
 BN0307
 BN0307.The modeled gravity was interpolated from observed gravity values.
 BN0307
 BN0307;                    North         East    Units  Estimated Accuracy
 BN0307;SPC TXSC     - 4,244,110.      586,870.      MT  (+/- 180 meters Scaled)
 BN0307
 BN0307                          SUPERSEDED SURVEY CONTROL
 BN0307
 BN0307  NGVD 29 (??/??/92)  490.556  (m)         1609.43   (f) ADJ UNCH    2 0
 BN0307
 BN0307.Superseded values are not recommended for survey control.
 BN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0307.See file dsdata.txt to determine how the superseded data were derived.
 BN0307
 BN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU868227(NAD 83)
 BN0307_MARKER: DB = BENCH MARK DISK
 BN0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0307_STAMPING: B 450 1935
 BN0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0307+STABILITY: SURFACE MOTION
 BN0307
 BN0307  HISTORY     - Date     Condition        Report By
 BN0307  HISTORY     - 1935     MONUMENTED       CGS
 BN0307  HISTORY     - 1965     GOOD             USGS
 BN0307  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 BN0307
 BN0307                          STATION DESCRIPTION
 BN0307
 BN0307'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BN0307'0.9 MI SE FROM KERRVILLE.
 BN0307'AT KERRVILLE, KERR COUNTY, 0.9 MI. SE OF COURTHOUSE ALONG STATE
 BN0307'HIGHWAY 27, THENCE ONE BLOCK WEST ON G ST., TO THE INTERSECTION WITH
 BN0307'WATER ST. 110 FT. WEST OF THE CENTERLINE OF WATER ST. AND 21 FT. SOUTH
 BN0307'OF THE CENTERLINE OF G ST., 3 FT. EAST OF A POWER-LINE POLE.  A
 BN0307'STANDARD DISK, STAMPED B 450 1935 AND SET IN THE TOP OF A CONCRETE
 BN0307'POST FLUSH WITH THE GROUND.
 BN0307
 BN0307                          STATION RECOVERY (2004)
 BN0307
 BN0307'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0233 ***********************************************************************
 CD0233  DESIGNATION -  B 451
 CD0233  PID         -  CD0233
 CD0233  STATE/COUNTY-  TX/CULBERSON
 CD0233  USGS QUAD   -  VAN HORN (1979)
 CD0233
 CD0233                         *CURRENT SURVEY CONTROL
 CD0233  ___________________________________________________________________
 CD0233* NAD 83(1986)-  31 03 54.     (N)    104 49 19.     (W)     SCALED    
 CD0233* NAVD 88     -      1235.201  (meters)    4052.49   (feet)  ADJUSTED  
 CD0233  ___________________________________________________________________
 CD0233  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0233  DYNAMIC HT  -        1233.257 (meters)    4046.11  (feet)  COMP
 CD0233  MODELED GRAV-     979,024.4   (mgal)                       NAVD 88
 CD0233
 CD0233  VERT ORDER  -  SECOND    CLASS 0
 CD0233
 CD0233.The horizontal coordinates were scaled from a topographic map and have
 CD0233.an estimated accuracy of +/- 6 seconds.
 CD0233
 CD0233.The orthometric height was determined by differential leveling
 CD0233.and adjusted by the National Geodetic Survey in June 1991..
 CD0233.WARNING-Repeat measurements at this control monument indicate possible
 CD0233.vertical movement.
 CD0233
 CD0233.The geoid height was determined by GEOID03.
 CD0233
 CD0233.The dynamic height is computed by dividing the NAVD 88
 CD0233.geopotential number by the normal gravity value computed on the
 CD0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0233.degrees latitude (g = 980.6199 gals.).
 CD0233
 CD0233.The modeled gravity was interpolated from observed gravity values.
 CD0233
 CD0233;                    North         East    Units  Estimated Accuracy
 CD0233;SPC TX C     - 3,163,650.      271,780.      MT  (+/- 180 meters Scaled)
 CD0233
 CD0233                          SUPERSEDED SURVEY CONTROL
 CD0233
 CD0233  NGVD 29 (??/??/92) 1234.695  (m)         4050.83   (f) ADJ UNCH    2 0
 CD0233
 CD0233.Superseded values are not recommended for survey control.
 CD0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0233.See file dsdata.txt to determine how the superseded data were derived.
 CD0233
 CD0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ169368(NAD 83)
 CD0233_MARKER: DB = BENCH MARK DISK
 CD0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0233_STAMPING: B-451 1934
 CD0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0233+STABILITY: SURFACE MOTION
 CD0233
 CD0233  HISTORY     - Date     Condition        Report By
 CD0233  HISTORY     - 1934     MONUMENTED       CGS
 CD0233  HISTORY     - 1958     GOOD             DOD
 CD0233
 CD0233                          STATION DESCRIPTION
 CD0233
 CD0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CD0233'2.2 MI N FROM VAN HORN.
 CD0233'2.2 MI. N. ALONG STATE NO. 54 ABOUT 1.2 MI. N. OF A RIGHT ANGLED TURN
 CD0233'FROM E. TO N. OF STATE NO. 54, 265 FT. S. OF A STATE HWY. SIGN, AND
 CD0233'ABOUT 45 FT. E. OF THE CENTER LINE OF THE HWY.  NOTE-- 90 FT. NE OF
 CD0233'CENTER LINE OF DRAIN AND RD. AND IS 1 FOOT HIGHER IN ELEV.  40 FT. E
 CD0233'OF CENTER LINE OF RD.
 CD0233
 CD0233                          STATION RECOVERY (1958)
 CD0233
 CD0233'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CD0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0140 ***********************************************************************
 CD0140  DESIGNATION -  B 452 RESET 1954
 CD0140  PID         -  CD0140
 CD0140  STATE/COUNTY-  TX/JEFF DAVIS
 CD0140  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0140
 CD0140                         *CURRENT SURVEY CONTROL
 CD0140  ___________________________________________________________________
 CD0140* NAD 83(1986)-  31 04 34.     (N)    104 07 05.     (W)     SCALED    
 CD0140* NAVD 88     -      1236.418  (meters)    4056.48   (feet)  POSTED    
 CD0140  ___________________________________________________________________
 CD0140  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 CD0140  DYNAMIC HT  -        1234.500 (meters)    4050.19  (feet)  COMP
 CD0140  MODELED GRAV-     979,048.3   (mgal)                       NAVD 88
 CD0140
 CD0140  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0140
 CD0140.The horizontal coordinates were scaled from a topographic map and have
 CD0140.an estimated accuracy of +/- 6 seconds.
 CD0140
 CD0140.The orthometric height was determined by differential leveling
 CD0140.and adjusted by the National Geodetic Survey in 1992..
 CD0140.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0140.rate of 0.0 thru 1.0 mm/km.
 CD0140
 CD0140.The geoid height was determined by GEOID03.
 CD0140
 CD0140.The dynamic height is computed by dividing the NAVD 88
 CD0140.geopotential number by the normal gravity value computed on the
 CD0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0140.degrees latitude (g = 980.6199 gals.).
 CD0140
 CD0140.The modeled gravity was interpolated from observed gravity values.
 CD0140
 CD0140;                    North         East    Units  Estimated Accuracy
 CD0140;SPC TX C     - 3,162,390.      338,940.      MT  (+/- 180 meters Scaled)
 CD0140
 CD0140                          SUPERSEDED SURVEY CONTROL
 CD0140
 CD0140  NGVD 29 (??/??/92) 1235.934  (m)         4054.89   (f) ADJ UNCH    1 2
 CD0140
 CD0140.Superseded values are not recommended for survey control.
 CD0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0140.See file dsdata.txt to determine how the superseded data were derived.
 CD0140
 CD0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ841383(NAD 83)
 CD0140_MARKER: DB = BENCH MARK DISK
 CD0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0140_STAMPING: B 452 RESET 1954
 CD0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0140+STABILITY: SURFACE MOTION
 CD0140
 CD0140  HISTORY     - Date     Condition        Report By
 CD0140  HISTORY     - 1954     MONUMENTED       CGS
 CD0140  HISTORY     - 1956     GOOD             NGS
 CD0140  HISTORY     - 1970     MARK NOT FOUND   USGS
 CD0140  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0140
 CD0140                          STATION DESCRIPTION
 CD0140
 CD0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0140'6.2 MI E FROM KENT.
 CD0140'3.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0140'AT KENT, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, THENCE 2.7 MILES EAST
 CD0140'ALONG U.S. HIGHWAY 80, 102 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CD0140'HIGHWAY, 80.4 FEET SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE HIGHWAY
 CD0140'BRIDGE, 55 FEET SOUTHEAST OF A FENCE, 1.8 FEET SOUTHWEST OF A WITNESS
 CD0140'POST, 6 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 CD0140'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CD0140
 CD0140                          STATION RECOVERY (1970)
 CD0140
 CD0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CD0140'MARK NOT FOUND.
 CD0140
 CD0140                          STATION RECOVERY (1981)
 CD0140
 CD0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0140'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0140 ***********************************************************************
 BQ0140  DESIGNATION -  B 454
 BQ0140  PID         -  BQ0140
 BQ0140  STATE/COUNTY-  TX/PRESIDIO
 BQ0140  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0140
 BQ0140                         *CURRENT SURVEY CONTROL
 BQ0140  ___________________________________________________________________
 BQ0140* NAD 83(1986)-  30 10 37.     (N)    104 04 51.     (W)     SCALED    
 BQ0140* NAVD 88     -      1355.677  (meters)    4447.75   (feet)  ADJUSTED  
 BQ0140  ___________________________________________________________________
 BQ0140  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 BQ0140  DYNAMIC HT  -        1353.427 (meters)    4440.37  (feet)  COMP
 BQ0140  MODELED GRAV-     978,934.9   (mgal)                       NAVD 88
 BQ0140
 BQ0140  VERT ORDER  -  FIRST     CLASS II
 BQ0140
 BQ0140.The horizontal coordinates were scaled from a topographic map and have
 BQ0140.an estimated accuracy of +/- 6 seconds.
 BQ0140
 BQ0140.The orthometric height was determined by differential leveling
 BQ0140.and adjusted by the National Geodetic Survey in June 1991..
 BQ0140
 BQ0140.The geoid height was determined by GEOID03.
 BQ0140
 BQ0140.The dynamic height is computed by dividing the NAVD 88
 BQ0140.geopotential number by the normal gravity value computed on the
 BQ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0140.degrees latitude (g = 980.6199 gals.).
 BQ0140
 BQ0140.The modeled gravity was interpolated from observed gravity values.
 BQ0140
 BQ0140;                    North         East    Units  Estimated Accuracy
 BQ0140;SPC TXSC     - 4,270,370.      110,810.      MT  (+/- 180 meters Scaled)
 BQ0140
 BQ0140                          SUPERSEDED SURVEY CONTROL
 BQ0140
 BQ0140  NGVD 29 (??/??/92) 1355.209  (m)         4446.21   (f) ADJ UNCH    1 2
 BQ0140
 BQ0140.Superseded values are not recommended for survey control.
 BQ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0140.See file dsdata.txt to determine how the superseded data were derived.
 BQ0140
 BQ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP884387(NAD 83)
 BQ0140_MARKER: DB = BENCH MARK DISK
 BQ0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0140_SP_SET: CURB
 BQ0140_STAMPING: B 454 1935
 BQ0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0140
 BQ0140  HISTORY     - Date     Condition        Report By
 BQ0140  HISTORY     - 1935     MONUMENTED       CGS
 BQ0140  HISTORY     - 1958     GOOD             NGS
 BQ0140  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0140  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BQ0140  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BQ0140
 BQ0140                          STATION DESCRIPTION
 BQ0140
 BQ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0140'10.0 MI SW FROM MARFA.
 BQ0140'ABOUT 10.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 67 FROM THE TEXAS AND
 BQ0140'NEW ORLEANS RAILROAD STATION AT MARFA, IN THE TOP OF THE CONCRETE CURB
 BQ0140'OF THE BRIDGE OVER SAUCITA CREEK, 11 FEET NORTHWEST OF THE CENTER LINE
 BQ0140'OF THE HIGHWAY, 3 FEET NORTHEAST OF THE SOUTHWEST ABUTMENT OF THE
 BQ0140'BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BQ0140
 BQ0140                          STATION RECOVERY (1966)
 BQ0140
 BQ0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0140'MARK NOT FOUND.
 BQ0140
 BQ0140                          STATION RECOVERY (1989)
 BQ0140
 BQ0140'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0140'MARK NOT FOUND.
 BQ0140
 BQ0140                          STATION RECOVERY (1996)
 BQ0140
 BQ0140'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0025 ***********************************************************************
 BB0025  DESIGNATION -  B 455
 BB0025  PID         -  BB0025
 BB0025  STATE/COUNTY-  TX/PRESIDIO
 BB0025  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0025
 BB0025                         *CURRENT SURVEY CONTROL
 BB0025  ___________________________________________________________________
 BB0025* NAD 83(1986)-  29 33 40.     (N)    104 22 20.     (W)     SCALED    
 BB0025* NAVD 88     -       787.205  (meters)    2582.69   (feet)  ADJUSTED  
 BB0025  ___________________________________________________________________
 BB0025  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BB0025  DYNAMIC HT  -         785.928 (meters)    2578.50  (feet)  COMP
 BB0025  MODELED GRAV-     978,996.2   (mgal)                       NAVD 88
 BB0025
 BB0025  VERT ORDER  -  FIRST     CLASS II
 BB0025
 BB0025.The horizontal coordinates were scaled from a topographic map and have
 BB0025.an estimated accuracy of +/- 6 seconds.
 BB0025
 BB0025.The orthometric height was determined by differential leveling
 BB0025.and adjusted by the National Geodetic Survey in June 1991..
 BB0025
 BB0025.The geoid height was determined by GEOID03.
 BB0025
 BB0025.The dynamic height is computed by dividing the NAVD 88
 BB0025.geopotential number by the normal gravity value computed on the
 BB0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0025.degrees latitude (g = 980.6199 gals.).
 BB0025
 BB0025.The modeled gravity was interpolated from observed gravity values.
 BB0025
 BB0025;                    North         East    Units  Estimated Accuracy
 BB0025;SPC TXSC     - 4,203,440.       79,640.      MT  (+/- 180 meters Scaled)
 BB0025
 BB0025                          SUPERSEDED SURVEY CONTROL
 BB0025
 BB0025  NGVD 29 (??/??/92)  786.809  (m)         2581.39   (f) ADJ UNCH    1 2
 BB0025
 BB0025.Superseded values are not recommended for survey control.
 BB0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0025.See file dsdata.txt to determine how the superseded data were derived.
 BB0025
 BB0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN608703(NAD 83)
 BB0025_MARKER: DB = BENCH MARK DISK
 BB0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0025_SP_SET: CULVERT
 BB0025_STAMPING: B 455 1935
 BB0025_MARK LOGO: CGS   
 BB0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0025
 BB0025  HISTORY     - Date     Condition        Report By
 BB0025  HISTORY     - 1935     MONUMENTED       CGS
 BB0025  HISTORY     - 1958     GOOD             NGS
 BB0025  HISTORY     - 1973     GOOD             NGS
 BB0025  HISTORY     - 1981     GOOD             NGS
 BB0025  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0025
 BB0025                          STATION DESCRIPTION
 BB0025
 BB0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0025'IN PRESIDIO.
 BB0025'AT PRESIDIO, AT THE SOUTH JUNCTION OF U. S. HIGHWAY 67 AND FARM ROAD
 BB0025'170, IN THE TOP AND CENTER OF THE NORTH CONCRETE HEAD WALL OF A LONG
 BB0025'BOX CULVERT, 112 FEET NORTH OF THE CENTER LINE OF THE ROAD AND
 BB0025'HIGHWAY, 106 FEET SOUTHEAST OF THE SOUTHEAST LEG OF 3 FUEL STORAGE
 BB0025'TANKS, 71 1/2 FEET EAST OF THE SOUTHEAST CORNER OF A CONOCO SERVICE
 BB0025'STATION, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BB0025
 BB0025                          STATION RECOVERY (1973)
 BB0025
 BB0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0025'RECOVERED IN GOOD CONDITION.
 BB0025
 BB0025                          STATION RECOVERY (1981)
 BB0025
 BB0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0025'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION (TX LINE 165, PAGE 5
 BB0025'IS ADEQUATE, EXCEPT THAT THE CONOCO SERVICE STATION NO LONGER EXISTS.
 BB0025'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BB0025
 BB0025                          STATION RECOVERY (1996)
 BB0025
 BB0025'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0031 ***********************************************************************
 AN0031  DESIGNATION -  B 456
 AN0031  PID         -  AN0031
 AN0031  STATE/COUNTY-  TX/MATAGORDA
 AN0031  USGS QUAD   -  BLESSING (1995)
 AN0031
 AN0031                         *CURRENT SURVEY CONTROL
 AN0031  ___________________________________________________________________
 AN0031* NAD 83(1986)-  28 52 18.     (N)    096 14 04.     (W)     SCALED    
 AN0031* NAVD 88     -        12.43   (+/-2cm)      40.8    (feet)  VERTCON   
 AN0031  ___________________________________________________________________
 AN0031  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN0031
 AN0031  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0031
 AN0031.The horizontal coordinates were scaled from a topographic map and have
 AN0031.an estimated accuracy of +/- 6 seconds.
 AN0031
 AN0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0031.The vertical order pertains to the NGVD 29 superseded value.
 AN0031
 AN0031.The geoid height was determined by GEOID03.
 AN0031
 AN0031;                    North         East    Units  Estimated Accuracy
 AN0031;SPC TXSC     - 4,118,270.      869,750.      MT  (+/- 180 meters Scaled)
 AN0031
 AN0031                          SUPERSEDED SURVEY CONTROL
 AN0031
 AN0031  NGVD 29 (??/??/92)   12.474  (m)           40.93   (f) ADJ UNCH    1 2
 AN0031
 AN0031.Superseded values are not recommended for survey control.
 AN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0031.See file dsdata.txt to determine how the superseded data were derived.
 AN0031
 AN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS697969(NAD 83)
 AN0031_MARKER: DB = BENCH MARK DISK
 AN0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0031_SP_SET: CULVERT
 AN0031_STAMPING: B 456 1951
 AN0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0031
 AN0031  HISTORY     - Date     Condition        Report By
 AN0031  HISTORY     - 1951     MONUMENTED       CGS
 AN0031  HISTORY     - 1967     GOOD             NGS
 AN0031  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0031  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0031
 AN0031                          STATION DESCRIPTION
 AN0031
 AN0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AN0031'0.8 MI W FROM BLESSING.
 AN0031'0.8 MILE WEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AN0031'(MISSOURI PACIFIC) FROM THE STATION AT BLESSING TO SITE OF BENCH MARK,
 AN0031'227.6 FEET SOUTHEAST OF THE CENTER OF A RAILROAD CROSSING, 157.6 FEET
 AN0031'SOUTH OF THE SOUTH RAIL, 63.5 FEET NORTHEAST OF A FENCE CORNER, 16.8
 AN0031'FEET SOUTH OF CENTER LINE OF F.M. HIGHWAY 616, SET IN THE CENTER OF
 AN0031'THE SOUTH HEADWALL OF A 4X4 FOOT CONCRETE CULVERT. NOTE-- THE HIGHWAY
 AN0031'HAS BEEN RESURFACED AND THE HEADWALL IS ABOUT 2 INCHES BELOW THE
 AN0031'SURFACE OF THE BLACK-TOP.
 AN0031
 AN0031                          STATION RECOVERY (1972)
 AN0031
 AN0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN0031'MARK NOT FOUND.
 AN0031
 AN0031                          STATION RECOVERY (1978)
 AN0031
 AN0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0031'NOT RECOVERED ON THIS DATE NOR IN 1972.STAMPING UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2020 ***********************************************************************
 AW2020  DESIGNATION -  B 457
 AW2020  PID         -  AW2020
 AW2020  STATE/COUNTY-  TX/BRAZORIA
 AW2020  USGS QUAD   -  MANVEL (1974)
 AW2020
 AW2020                         *CURRENT SURVEY CONTROL
 AW2020  ___________________________________________________________________
 AW2020* NAD 83(1986)-  29 27 05.     (N)    095 17 26.     (W)     SCALED    
 AW2020* NAVD 88     -        14.74   (+/-2cm)      48.4    (feet)  VERTCON   
 AW2020  ___________________________________________________________________
 AW2020  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW2020
 AW2020  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2020
 AW2020.The horizontal coordinates were scaled from a topographic map and have
 AW2020.an estimated accuracy of +/- 6 seconds.
 AW2020
 AW2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2020.The vertical order pertains to the NGVD 29 superseded value.
 AW2020
 AW2020.The geoid height was determined by GEOID03.
 AW2020
 AW2020;                    North         East    Units  Estimated Accuracy
 AW2020;SPC TXSC     - 4,185,030.      959,750.      MT  (+/- 180 meters Scaled)
 AW2020
 AW2020                          SUPERSEDED SURVEY CONTROL
 AW2020
 AW2020  NGVD 29 (??/??/92)   14.739  (m)           48.36   (f) ADJ UNCH    1 2
 AW2020
 AW2020.Superseded values are not recommended for survey control.
 AW2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2020.See file dsdata.txt to determine how the superseded data were derived.
 AW2020
 AW2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN778601(NAD 83)
 AW2020_MARKER: DB = BENCH MARK DISK
 AW2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2020_SP_SET: CONCRETE POST
 AW2020_STAMPING: B 457 1951
 AW2020_MARK LOGO: CGS   
 AW2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2020+STABILITY: SURFACE MOTION
 AW2020
 AW2020  HISTORY     - Date     Condition        Report By
 AW2020  HISTORY     - 1951     MONUMENTED       CGS
 AW2020  HISTORY     - 1964     GOOD             NGS
 AW2020  HISTORY     - 1978     GOOD             NGS
 AW2020  HISTORY     - 1987     GOOD             NGS
 AW2020  HISTORY     - 1990     GOOD             USPSQD
 AW2020  HISTORY     - 19960928 GOOD             USPSQD
 AW2020
 AW2020                          STATION DESCRIPTION
 AW2020
 AW2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2020'4.5 MI NW FROM ALVIN.
 AW2020'3.7 MILES WEST ALONG THE GULF, COLORADO, AND SANTA FE RAILROAD FROM
 AW2020'THE STATION AT ALVIN, THENCE 0.8 MILE NORTHEAST ALONG COUNTY ROAD 146,
 AW2020'THENCE 0.1 MILE SOUTHEAST ALONG A PAVED ROAD, 136 FEET EAST OF THE
 AW2020'NORTHEAST CORNER OF THE HANGAR AT THE ALVIN AIRPORT, 65 FEET SOUTH OF
 AW2020'THE CENTER LINE OF THE ROAD, 6 1/2 FEET SOUTHEAST OF A POWER POLE, 1.3
 AW2020'FEET SOUTHWEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 AW2020'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2020
 AW2020                          STATION RECOVERY (1978)
 AW2020
 AW2020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2020'RECOVERED IN GOOD CONDITION.
 AW2020
 AW2020                          STATION RECOVERY (1987)
 AW2020
 AW2020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2020'RECOVERED IN GOOD CONDITION.
 AW2020
 AW2020                          STATION RECOVERY (1990)
 AW2020
 AW2020'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW2020'RECOVERED IN GOOD CONDITION.
 AW2020
 AW2020                          STATION RECOVERY (1996)
 AW2020
 AW2020'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0213 ***********************************************************************
 AW0213  DESIGNATION -  B 458
 AW0213  PID         -  AW0213
 AW0213  STATE/COUNTY-  TX/HARRIS
 AW0213  USGS QUAD   -  SETTEGAST (1995)
 AW0213
 AW0213                         *CURRENT SURVEY CONTROL
 AW0213  ___________________________________________________________________
 AW0213* NAD 83(1986)-  29 46 07.     (N)    095 20 52.     (W)     SCALED    
 AW0213* NAVD 88     -        12.701  (meters)      41.67   (feet)  ADJUSTED  
 AW0213  ___________________________________________________________________
 AW0213  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW0213  DYNAMIC HT  -          12.684 (meters)      41.61  (feet)  COMP
 AW0213  MODELED GRAV-     979,286.1   (mgal)                       NAVD 88
 AW0213
 AW0213  VERT ORDER  -  FIRST     CLASS I
 AW0213
 AW0213.The horizontal coordinates were scaled from a topographic map and have
 AW0213.an estimated accuracy of +/- 6 seconds.
 AW0213
 AW0213.The orthometric height was determined by differential leveling
 AW0213.and adjusted by the National Geodetic Survey in July 2002..
 AW0213
 AW0213.The geoid height was determined by GEOID03.
 AW0213
 AW0213.The dynamic height is computed by dividing the NAVD 88
 AW0213.geopotential number by the normal gravity value computed on the
 AW0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0213.degrees latitude (g = 980.6199 gals.).
 AW0213
 AW0213.The modeled gravity was interpolated from observed gravity values.
 AW0213
 AW0213;                    North         East    Units  Estimated Accuracy
 AW0213;SPC TXSC     - 4,220,000.      953,110.      MT  (+/- 180 meters Scaled)
 AW0213
 AW0213                          SUPERSEDED SURVEY CONTROL
 AW0213
 AW0213  NAVD 88 (06/15/91)   12.762  (m)           41.87   (f) UNKNOWN     1 1
 AW0213  NGVD 29 (12/23/87)   12.759  (m)           41.86   (f) ADJUSTED    1 1
 AW0213
 AW0213.Superseded values are not recommended for survey control.
 AW0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0213.See file dsdata.txt to determine how the superseded data were derived.
 AW0213
 AW0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN730954(NAD 83)
 AW0213_MARKER: DB = BENCH MARK DISK
 AW0213_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW0213_SP_SET: BUILDING
 AW0213_STAMPING: B 458 1951
 AW0213_MARK LOGO: CGS   
 AW0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0213+STABILITY: POSITION/ELEVATION WELL
 AW0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0213+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0213
 AW0213  HISTORY     - Date     Condition        Report By
 AW0213  HISTORY     - 1951     MONUMENTED       CGS
 AW0213  HISTORY     - 1972     GOOD             NGS
 AW0213  HISTORY     - 1978     GOOD             NGS
 AW0213  HISTORY     - 1978     GOOD             NGS
 AW0213  HISTORY     - 1983     GOOD             NGS
 AW0213  HISTORY     - 1986     GOOD             NGS
 AW0213  HISTORY     - 19960204 GOOD             NGS
 AW0213  HISTORY     - 19960921 GOOD             USPSQD
 AW0213
 AW0213                          STATION DESCRIPTION
 AW0213
 AW0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0213'IN HOUSTON.
 AW0213'AT HOUSTON, ABOUT 1.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC
 AW0213'RAILROAD FROM THE STATION, SET VERTICALLY IN THE NORTHEAST WALL OF A
 AW0213'LARGE BRICK BUILDING, 32 FEET SOUTHEAST OF THE CENTER LINE OF NANCE
 AW0213'ST., 16.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 AW0213'5.4 FEET SOUTH OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION OF THE
 AW0213'SOUTH RAILROAD CROSSING SIGNAL LIGHT, 2.2 FEET SOUTHEAST OF THE NORTH
 AW0213'CORNER OF THE NORTHEAST FACE OF THE BUILDING, ABOUT 3.4 FEET ABOVE THE
 AW0213'LEVEL OF THE GROUND.
 AW0213
 AW0213                          STATION RECOVERY (1978)
 AW0213
 AW0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0213'RECOVERED IN GOOD CONDITION.
 AW0213
 AW0213                          STATION RECOVERY (1978)
 AW0213
 AW0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0213'RECOVERED IN GOOD CONDITION.
 AW0213
 AW0213                          STATION RECOVERY (1983)
 AW0213
 AW0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0213'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0213'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0213'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0213'SOUTHERN PACIFIC RAILROAD, THENCE 1.0 KM (0.65 MI) NORTHEAST ALONG THE
 AW0213'RAILROAD TO THE CROSSING OF NANCE STREET, 9.75 METERS (32.0 FT) SOUTH
 AW0213'OF THE CENTERLINE OF NANCE STREET, 15.54 METERS (51.0 FT) WEST OF THE
 AW0213'EXTENDED CENTERLINE OF SEMMES STREET, 5.06 METERS (16.6 FT) WEST OF
 AW0213'THE WEST RAIL OF A SPUR TRACK, 1.64 METERS (5.4 FT) SOUTHWEST OF THE
 AW0213'SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR A SIGNAL CROSSING LIGHT,
 AW0213'AND 0.67 METERS (2.2 FT) SOUTH OF THE NORTHEAST CORNER OF THE BRICK
 AW0213'BUILDING.
 AW0213'THE MARK IS 1.0 M ABOVE GROUND.
 AW0213
 AW0213                          STATION RECOVERY (1986)
 AW0213
 AW0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0213'RECOVERED IN GOOD CONDITION.
 AW0213
 AW0213                          STATION RECOVERY (1996)
 AW0213
 AW0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0213'IN HOUSTON, AT THE INTERSECTION OF NANCE AND MOFFITT STREETS, SET
 AW0213'VERTICALLY IN THE EAST FACE OF A WAREHOUSE WEST OF THE PAMECO
 AW0213'WESTBROOK DISTRIBUTING COMPANY OFFICE, 14.4 M (47.2 FT) WEST OF THE
 AW0213'EXTENDED CENTER OF MOFFITT STREET, 9.6 M (31.5 FT) SOUTH OF THE
 AW0213'CENTERLINE OF NANCE STREET, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE
 AW0213'STREET, AND 0.6 M (2.0 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 AW0213'BUILDING.
 AW0213
 AW0213                          STATION RECOVERY (1996)
 AW0213
 AW0213'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1630 ***********************************************************************
 AW1630  DESIGNATION -  B 459
 AW1630  PID         -  AW1630
 AW1630  STATE/COUNTY-  TX/GALVESTON
 AW1630  USGS QUAD   -  TEXAS CITY (1994)
 AW1630
 AW1630                         *CURRENT SURVEY CONTROL
 AW1630  ___________________________________________________________________
 AW1630* NAD 83(1986)-  29 24 27.     (N)    094 55 25.     (W)     SCALED    
 AW1630* NAVD 88     -         0.734  (meters)       2.41   (feet)  ADJUSTED  
 AW1630  ___________________________________________________________________
 AW1630  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1630  DYNAMIC HT  -           0.733 (meters)       2.40  (feet)  COMP
 AW1630  MODELED GRAV-     979,270.9   (mgal)                       NAVD 88
 AW1630
 AW1630  VERT ORDER  -  FIRST     CLASS II
 AW1630
 AW1630.The horizontal coordinates were scaled from a topographic map and have
 AW1630.an estimated accuracy of +/- 6 seconds.
 AW1630
 AW1630.The orthometric height was determined by differential leveling
 AW1630.and adjusted by the National Geodetic Survey in June 1991..
 AW1630
 AW1630.The geoid height was determined by GEOID03.
 AW1630
 AW1630.The dynamic height is computed by dividing the NAVD 88
 AW1630.geopotential number by the normal gravity value computed on the
 AW1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1630.degrees latitude (g = 980.6199 gals.).
 AW1630
 AW1630.The modeled gravity was interpolated from observed gravity values.
 AW1630
 AW1630;                    North         East    Units  Estimated Accuracy
 AW1630;SPC TXSC     - 4,181,350.      995,500.      MT  (+/- 180 meters Scaled)
 AW1630
 AW1630                          SUPERSEDED SURVEY CONTROL
 AW1630
 AW1630  NGVD 29 (12/23/87)    0.730  (m)            2.40   (f) ADJUSTED    1 2
 AW1630
 AW1630.Superseded values are not recommended for survey control.
 AW1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1630.See file dsdata.txt to determine how the superseded data were derived.
 AW1630
 AW1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN133546(NAD 83)
 AW1630_MARKER: DB = BENCH MARK DISK
 AW1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1630_SP_SET: CONCRETE POST
 AW1630_STAMPING: B 459 1951
 AW1630_MARK LOGO: CGS   
 AW1630_PROJECTION: RECESSED 10 CENTIMETERS
 AW1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1630+STABILITY: SURFACE MOTION
 AW1630
 AW1630  HISTORY     - Date     Condition        Report By
 AW1630  HISTORY     - 1951     MONUMENTED       CGS
 AW1630  HISTORY     - 1973     GOOD             NGS
 AW1630  HISTORY     - 1978     GOOD             NGS
 AW1630  HISTORY     - 1983     GOOD             NGS
 AW1630  HISTORY     - 1987     GOOD             USPSQD
 AW1630  HISTORY     - 1987     GOOD             NGS
 AW1630  HISTORY     - 1989     GOOD             USPSQD
 AW1630  HISTORY     - 1990     GOOD             USPSQD
 AW1630  HISTORY     - 1991     GOOD             USPSQD
 AW1630  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1630
 AW1630                          STATION DESCRIPTION
 AW1630
 AW1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1630'2.45 MI NW FROM TEXAS CITY.
 AW1630'ABOUT 2.45 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE AT
 AW1630'TEXAS CITY, ABOUT 0.1 MILE EAST OF 21ST STREET N, ABOUT 400 FEET
 AW1630'NORTHEAST OF A BRICK SCHOOL BUILDING, 125 FEET SOUTH OF THE CENTER
 AW1630'LINE OF LOOP 197, 52 1/2 FEET EAST OF THE CENTER LINE OF A SHELL ROAD,
 AW1630'127 FEET SOUTHWEST OF A POWER POLE, 7 FEET NORTHEAST OF THE NORTHWEST
 AW1630'CORNER OF A CONCRETE SLAB OF AN OLD HANGAR (NOW GONE), ABOUT 2 FEET
 AW1630'NORTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A
 AW1630'DISK IN THE TOP OF A CONCRETE POST 0.6 FOOT BELOW THE LEVEL OF THE
 AW1630'GROUND.
 AW1630
 AW1630                          STATION RECOVERY (1978)
 AW1630
 AW1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1630'RECOVERED IN GOOD CONDITION.
 AW1630
 AW1630                          STATION RECOVERY (1983)
 AW1630
 AW1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1630'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1630'WHITNEY BUILDING.
 AW1630
 AW1630                          STATION RECOVERY (1987)
 AW1630
 AW1630'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1630'RECOVERED IN GOOD CONDITION.
 AW1630
 AW1630                          STATION RECOVERY (1987)
 AW1630
 AW1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1630'RECOVERED IN GOOD CONDITION, THE WHITE WITNESS POST MENTIONED THEREIN
 AW1630'NO LONGER EXIST. ADD CODE 40 AND 43.
 AW1630'THE MARK IS 0.27 METERS  NNW FROM  A WITNESS POST
 AW1630
 AW1630                          STATION RECOVERY (1989)
 AW1630
 AW1630'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1630'RECOVERED IN GOOD CONDITION.
 AW1630
 AW1630                          STATION RECOVERY (1990)
 AW1630
 AW1630'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1630'RECOVERED IN GOOD CONDITION.
 AW1630
 AW1630                          STATION RECOVERY (1991)
 AW1630
 AW1630'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1630'RECOVERED IN GOOD CONDITION.
 AW1630
 AW1630                          STATION RECOVERY (1994)
 AW1630
 AW1630'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1508 ***********************************************************************
 AN1508  DESIGNATION -  B 46
 AN1508  PID         -  AN1508
 AN1508  STATE/COUNTY-  TX/SAN PATRICIO
 AN1508  USGS QUAD   -  SINTON WEST (1979)
 AN1508
 AN1508                         *CURRENT SURVEY CONTROL
 AN1508  ___________________________________________________________________
 AN1508* NAD 83(1986)-  28 05 00.     (N)    097 32 34.     (W)     SCALED    
 AN1508* NAVD 88     -        22.27   (+/-2cm)      73.1    (feet)  VERTCON   
 AN1508  ___________________________________________________________________
 AN1508  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN1508
 AN1508  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1508
 AN1508.The horizontal coordinates were scaled from a topographic map and have
 AN1508.an estimated accuracy of +/- 6 seconds.
 AN1508
 AN1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1508.The vertical order pertains to the NGVD 29 superseded value.
 AN1508
 AN1508.The geoid height was determined by GEOID03.
 AN1508
 AN1508;                    North         East    Units  Estimated Accuracy
 AN1508;SPC TX S     - 5,268,120.      394,090.      MT  (+/- 180 meters Scaled)
 AN1508
 AN1508                          SUPERSEDED SURVEY CONTROL
 AN1508
 AN1508  NGVD 29 (??/??/92)   22.42   (m)           73.6    (f) COMPUTED    1 2
 AN1508
 AN1508.Superseded values are not recommended for survey control.
 AN1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1508.See file dsdata.txt to determine how the superseded data were derived.
 AN1508
 AN1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS431072(NAD 83)
 AN1508_MARKER: DB = BENCH MARK DISK
 AN1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1508_STAMPING: B-46 1917 ELEV. 73.589 FT.
 AN1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1508+STABILITY: SURFACE MOTION
 AN1508
 AN1508  HISTORY     - Date     Condition        Report By
 AN1508  HISTORY     - 1917     MONUMENTED       CGS
 AN1508  HISTORY     - 1943     GOOD             NGS
 AN1508  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1508  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1508  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1508
 AN1508                          STATION DESCRIPTION
 AN1508
 AN1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1508'3.7 MI NW FROM SINTON.
 AN1508'3.7 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1508'STATION AT SINTON, SET ON THE SOUTHWEST SIDE OF THE TRACK FROM THE
 AN1508'4TH. POLE NORTHWEST OF MILEPOST NO. 119, 47.5 FEET SOUTHWEST OF THE
 AN1508'SOUTHWEST RAIL OF THE TRACK, 31 FEET NORTHEAST OF THE CENTER-LINE OF
 AN1508'U.S. HIGHWAY NO. 181, 1.8 FEET SOUTHEAST OF THE REFERENCE POST. BENCH
 AN1508'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT
 AN1508'ABOVE THE GROUND.
 AN1508
 AN1508                          STATION RECOVERY (1974)
 AN1508
 AN1508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1508'MARK NOT FOUND.
 AN1508
 AN1508                          STATION RECOVERY (1981)
 AN1508
 AN1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1508'SEARCHED FOR, NOT RECOVERED.
 AN1508
 AN1508                          STATION RECOVERY (1996)
 AN1508
 AN1508'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1509 ***********************************************************************
 AN1509  DESIGNATION -  B 46 RESET 1960
 AN1509  PID         -  AN1509
 AN1509  STATE/COUNTY-  TX/SAN PATRICIO
 AN1509  USGS QUAD   -  SINTON WEST (1979)
 AN1509
 AN1509                         *CURRENT SURVEY CONTROL
 AN1509  ___________________________________________________________________
 AN1509* NAD 83(1986)-  28 05 00.     (N)    097 32 34.     (W)     SCALED    
 AN1509* NAVD 88     -        21.99   (+/-2cm)      72.1    (feet)  VERTCON   
 AN1509  ___________________________________________________________________
 AN1509  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN1509
 AN1509  VERT ORDER  -  THIRD (See Below)
 AN1509
 AN1509.The horizontal coordinates were scaled from a topographic map and have
 AN1509.an estimated accuracy of +/- 6 seconds.
 AN1509
 AN1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1509.The vertical order pertains to the NGVD 29 superseded value.
 AN1509
 AN1509.The geoid height was determined by GEOID03.
 AN1509
 AN1509;                    North         East    Units  Estimated Accuracy
 AN1509;SPC TX S     - 5,268,120.      394,090.      MT  (+/- 180 meters Scaled)
 AN1509
 AN1509                          SUPERSEDED SURVEY CONTROL
 AN1509
 AN1509  NGVD 29 (01/29/03)   22.14   (m)           72.6    (f) RESET       3  
 AN1509
 AN1509.Superseded values are not recommended for survey control.
 AN1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1509.See file dsdata.txt to determine how the superseded data were derived.
 AN1509
 AN1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS431072(NAD 83)
 AN1509_MARKER: DB = BENCH MARK DISK
 AN1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1509_STAMPING: B 46 RESET 1960
 AN1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1509+STABILITY: SURFACE MOTION
 AN1509
 AN1509  HISTORY     - Date     Condition        Report By
 AN1509  HISTORY     - 1960     MONUMENTED       TXHD
 AN1509  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1509
 AN1509                          STATION DESCRIPTION
 AN1509
 AN1509'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 AN1509'3.7 MI NW FROM SINTON.
 AN1509'ABOUT 3.7 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AN1509'FROM THE STATION AT SINTON, SAN PATRICIO COUNTY, ABOUT 4 POLES
 AN1509'NORTHWEST OF MILEPOST 119, 38 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 AN1509'40.5 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 181, AND SET IN
 AN1509'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AN1509
 AN1509                          STATION RECOVERY (1981)
 AN1509
 AN1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1509'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0667 ***********************************************************************
 AW0667  DESIGNATION -  B 460
 AW0667  PID         -  AW0667
 AW0667  STATE/COUNTY-  TX/GALVESTON
 AW0667  USGS QUAD   -  LAKE COMO (1994)
 AW0667
 AW0667                         *CURRENT SURVEY CONTROL
 AW0667  ___________________________________________________________________
 AW0667* NAD 83(1986)-  29 12 06.     (N)    094 56 21.     (W)     SCALED    
 AW0667* NAVD 88     -         2.08   (+/-2cm)       6.8    (feet)  VERTCON   
 AW0667  ___________________________________________________________________
 AW0667  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0667
 AW0667  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0667
 AW0667.The horizontal coordinates were scaled from a topographic map and have
 AW0667.an estimated accuracy of +/- 6 seconds.
 AW0667
 AW0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0667.The vertical order pertains to the NGVD 29 superseded value.
 AW0667
 AW0667.The geoid height was determined by GEOID03.
 AW0667
 AW0667;                    North         East    Units  Estimated Accuracy
 AW0667;SPC TXSC     - 4,158,500.      994,780.      MT  (+/- 180 meters Scaled)
 AW0667
 AW0667                          SUPERSEDED SURVEY CONTROL
 AW0667
 AW0667  NGVD 29 (??/??/92)    2.078  (m)            6.82   (f) ADJ UNCH    1 2
 AW0667
 AW0667.Superseded values are not recommended for survey control.
 AW0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0667.See file dsdata.txt to determine how the superseded data were derived.
 AW0667
 AW0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN114318(NAD 83)
 AW0667_MARKER: DB = BENCH MARK DISK
 AW0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0667_STAMPING: B 460 1951
 AW0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0667+STABILITY: SURFACE MOTION
 AW0667
 AW0667  HISTORY     - Date     Condition        Report By
 AW0667  HISTORY     - 1951     MONUMENTED       CGS
 AW0667  HISTORY     - 1958     GOOD             NGS
 AW0667  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0667  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0667  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0667  HISTORY     - 19890531 MARK NOT FOUND   USPSQD
 AW0667
 AW0667                          STATION DESCRIPTION
 AW0667
 AW0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0667'10.9 MI SW FROM GALVESTON.
 AW0667'ABOUT 3.7 MILES SOUTHWEST ALONG THE SEA WALL BOULEVARD FROM THE
 AW0667'BUCCANEER HOTEL AT GALVESTON, THENCE ABOUT 7.2 MILES SOUTHWEST ALONG
 AW0667'THE BEACH, 198 FEET SOUTH-SOUTHWEST OF A POWER POLE SUPPORTING A
 AW0667'TRANSFORMER, 111 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A
 AW0667'BEACH HOUSE, 158 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A ROW OF
 AW0667'SHRUBS, 124 FEET NORTHWEST OF THE HIGH WATER LINE, 8 FEET NORTHEAST OF
 AW0667'THE CENTER LINE OF A GATE, 4 FEET NORTHWEST OF A FENCE, 1 FOOT
 AW0667'SOUTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 AW0667'PROJECTING 8 INCHES.
 AW0667
 AW0667                          STATION RECOVERY (1964)
 AW0667
 AW0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0667'MARK NOT FOUND.
 AW0667
 AW0667                          STATION RECOVERY (1978)
 AW0667
 AW0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0667'MARK NOT FOUND.
 AW0667
 AW0667                          STATION RECOVERY (1987)
 AW0667
 AW0667'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0667'MARK NOT FOUND.
 AW0667
 AW0667                          STATION RECOVERY (1989)
 AW0667
 AW0667'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1140 ***********************************************************************
 AY1140  DESIGNATION -  B 461
 AY1140  PID         -  AY1140
 AY1140  STATE/COUNTY-  TX/BANDERA
 AY1140  USGS QUAD   -  BANDERA (1982)
 AY1140
 AY1140                         *CURRENT SURVEY CONTROL
 AY1140  ___________________________________________________________________
 AY1140* NAD 83(1986)-  29 43 31.     (N)    099 04 59.     (W)     SCALED    
 AY1140* NAVD 88     -       378.619  (meters)    1242.19   (feet)  ADJUSTED  
 AY1140  ___________________________________________________________________
 AY1140  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AY1140  DYNAMIC HT  -         378.072 (meters)    1240.39  (feet)  COMP
 AY1140  MODELED GRAV-     979,187.8   (mgal)                       NAVD 88
 AY1140
 AY1140  VERT ORDER  -  SECOND    CLASS 0
 AY1140
 AY1140.The horizontal coordinates were scaled from a topographic map and have
 AY1140.an estimated accuracy of +/- 6 seconds.
 AY1140
 AY1140.The orthometric height was determined by differential leveling
 AY1140.and adjusted by the National Geodetic Survey in June 1991..
 AY1140
 AY1140.The geoid height was determined by GEOID03.
 AY1140
 AY1140.The dynamic height is computed by dividing the NAVD 88
 AY1140.geopotential number by the normal gravity value computed on the
 AY1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1140.degrees latitude (g = 980.6199 gals.).
 AY1140
 AY1140.The modeled gravity was interpolated from observed gravity values.
 AY1140
 AY1140;                    North         East    Units  Estimated Accuracy
 AY1140;SPC TXSC     - 4,209,680.      591,970.      MT  (+/- 180 meters Scaled)
 AY1140
 AY1140                          SUPERSEDED SURVEY CONTROL
 AY1140
 AY1140  NGVD 29 (??/??/92)  378.508  (m)         1241.82   (f) ADJ UNCH    2 0
 AY1140
 AY1140.Superseded values are not recommended for survey control.
 AY1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1140.See file dsdata.txt to determine how the superseded data were derived.
 AY1140
 AY1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT919883(NAD 83)
 AY1140_MARKER: DB = BENCH MARK DISK
 AY1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1140_STAMPING: B 461 1953
 AY1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1140+STABILITY: SURFACE MOTION
 AY1140
 AY1140  HISTORY     - Date     Condition        Report By
 AY1140  HISTORY     - 1953     MONUMENTED       CGS
 AY1140  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1140
 AY1140                          STATION DESCRIPTION
 AY1140
 AY1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1140'1.25 MI SW FROM BANDERA.
 AY1140'0.65 MILE WEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT BANDERA,
 AY1140'THENCE 0.3 MILE SOUTH ACROSS A FOOT BRIDGE OVER THE MEDINA RIVER,
 AY1140'THENCE 0.3 MILE SOUTH ALONG THE NORTH AND SOUTH RUNWAY OF THE MAYAN
 AY1140'RANCH AIRPORT, 97 FEET EAST OF A FENCE, 27 FEET WEST OF THE CENTER
 AY1140'LINE OF A TRACK ROAD LEADING NORTH, 4.5 FEET NORTHWEST OF THE
 AY1140'NORTHEAST CORNER OF THE HANGAR, SET IN THE TOP OF A CONCRETE POST
 AY1140'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AY1140
 AY1140                          STATION RECOVERY (1993)
 AY1140
 AY1140'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1409 ***********************************************************************
 AY1409  DESIGNATION -  B 462
 AY1409  PID         -  AY1409
 AY1409  STATE/COUNTY-  TX/REAL
 AY1409  USGS QUAD   -  JO JAN VAN CAMP (1971)
 AY1409
 AY1409                         *CURRENT SURVEY CONTROL
 AY1409  ___________________________________________________________________
 AY1409* NAD 83(1986)-  29 45 16.     (N)    099 54 20.     (W)     SCALED    
 AY1409* NAVD 88     -       695.688  (meters)    2282.44   (feet)  ADJUSTED  
 AY1409  ___________________________________________________________________
 AY1409  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 AY1409  DYNAMIC HT  -         694.652 (meters)    2279.04  (feet)  COMP
 AY1409  MODELED GRAV-     979,129.6   (mgal)                       NAVD 88
 AY1409
 AY1409  VERT ORDER  -  SECOND    CLASS 0
 AY1409
 AY1409.The horizontal coordinates were scaled from a topographic map and have
 AY1409.an estimated accuracy of +/- 6 seconds.
 AY1409
 AY1409.The orthometric height was determined by differential leveling
 AY1409.and adjusted by the National Geodetic Survey in June 1991..
 AY1409
 AY1409.The geoid height was determined by GEOID03.
 AY1409
 AY1409.The dynamic height is computed by dividing the NAVD 88
 AY1409.geopotential number by the normal gravity value computed on the
 AY1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1409.degrees latitude (g = 980.6199 gals.).
 AY1409
 AY1409.The modeled gravity was interpolated from observed gravity values.
 AY1409
 AY1409;                    North         East    Units  Estimated Accuracy
 AY1409;SPC TXSC     - 4,213,250.      512,420.      MT  (+/- 180 meters Scaled)
 AY1409
 AY1409                          SUPERSEDED SURVEY CONTROL
 AY1409
 AY1409  NGVD 29 (??/??/92)  695.585  (m)         2282.10   (f) ADJ UNCH    2 0
 AY1409
 AY1409.Superseded values are not recommended for survey control.
 AY1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1409.See file dsdata.txt to determine how the superseded data were derived.
 AY1409
 AY1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT124919(NAD 83)
 AY1409_MARKER: DB = BENCH MARK DISK
 AY1409_SETTING: 66 = SET IN ROCK OUTCROP
 AY1409_SP_SET: ROCK LEDGE
 AY1409_STAMPING: B 462 1953
 AY1409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1409+STABILITY: POSITION/ELEVATION WELL
 AY1409
 AY1409  HISTORY     - Date     Condition        Report By
 AY1409  HISTORY     - 1953     MONUMENTED       CGS
 AY1409  HISTORY     - 20010331 GOOD             NGS
 AY1409  HISTORY     - 20010331 GOOD             NGS
 AY1409  HISTORY     - 20010801 GOOD             NGS
 AY1409
 AY1409                          STATION DESCRIPTION
 AY1409
 AY1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1409'9.6 MI NE FROM CAMP WOOD.
 AY1409'0.1 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP WOOD,
 AY1409'THENCE 9.5 MILES NORTHEAST ALONG RANCH ROAD 337, ON THE INSIDE OF A
 AY1409'CURVE IN THE ROAD, 62.3 FEET NORTHEAST OF THE CENTER LINE OF THE RANCH
 AY1409'ROAD, 9.3 FEET NORTHEAST OF A FENCE, 2 FEET ABOVE THE GROUND, 8 FEET
 AY1409'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A ROCK LEDGE.
 AY1409
 AY1409                          STATION RECOVERY (2001)
 AY1409
 AY1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1409'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1409
 AY1409                          STATION RECOVERY (2001)
 AY1409
 AY1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1409'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1409
 AY1409                          STATION RECOVERY (2001)
 AY1409
 AY1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1409'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1161 ***********************************************************************
 AY1161  DESIGNATION -  B 463
 AY1161  PID         -  AY1161
 AY1161  STATE/COUNTY-  TX/BANDERA
 AY1161  USGS QUAD   -  BANDERA (1982)
 AY1161
 AY1161                         *CURRENT SURVEY CONTROL
 AY1161  ___________________________________________________________________
 AY1161* NAD 83(1986)-  29 44 43.     (N)    099 00 50.     (W)     SCALED    
 AY1161* NAVD 88     -       410.444  (meters)    1346.60   (feet)  ADJUSTED  
 AY1161  ___________________________________________________________________
 AY1161  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 AY1161  DYNAMIC HT  -         409.849 (meters)    1344.65  (feet)  COMP
 AY1161  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 AY1161
 AY1161  VERT ORDER  -  SECOND    CLASS 0
 AY1161
 AY1161.The horizontal coordinates were scaled from a topographic map and have
 AY1161.an estimated accuracy of +/- 6 seconds.
 AY1161
 AY1161.The orthometric height was determined by differential leveling
 AY1161.and adjusted by the National Geodetic Survey in June 1991..
 AY1161
 AY1161.The geoid height was determined by GEOID03.
 AY1161
 AY1161.The dynamic height is computed by dividing the NAVD 88
 AY1161.geopotential number by the normal gravity value computed on the
 AY1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1161.degrees latitude (g = 980.6199 gals.).
 AY1161
 AY1161.The modeled gravity was interpolated from observed gravity values.
 AY1161
 AY1161;                    North         East    Units  Estimated Accuracy
 AY1161;SPC TXSC     - 4,211,900.      598,660.      MT  (+/- 180 meters Scaled)
 AY1161
 AY1161                          SUPERSEDED SURVEY CONTROL
 AY1161
 AY1161  NGVD 29 (??/??/92)  410.337  (m)         1346.25   (f) ADJ UNCH    2 0
 AY1161
 AY1161.Superseded values are not recommended for survey control.
 AY1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1161.See file dsdata.txt to determine how the superseded data were derived.
 AY1161
 AY1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT986905(NAD 83)
 AY1161_MARKER: DB = BENCH MARK DISK
 AY1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1161_STAMPING: B 463 1953
 AY1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1161+STABILITY: SURFACE MOTION
 AY1161
 AY1161  HISTORY     - Date     Condition        Report By
 AY1161  HISTORY     - 1953     MONUMENTED       CGS
 AY1161  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1161
 AY1161                          STATION DESCRIPTION
 AY1161
 AY1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1161'4.3 MI SE FROM BANDERA.
 AY1161'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1161'BANDERA, AT THE EAST END OF A ROADSIDE PARK, 72.5 FEET SOUTH OF THE
 AY1161'CENTER LINE OF THE HIGHWAY, 47.4 FEET WEST OF AN 18 INCH CEDAR TREE,
 AY1161'52 FEET WEST OF A FENCE, 29 FEET SOUTHEAST OF A CONCRETE BLOCK
 AY1161'RETAINING WALL, 20.5 FEET SOUTH OF A TELEPHONE POLE, 20 FEET NORTHEAST
 AY1161'OF THE NORTHEAST CORNER OF A CONCRETE BLOCK FIREPLACE, SET IN THE TOP
 AY1161'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AY1161
 AY1161                          STATION RECOVERY (1993)
 AY1161
 AY1161'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1023 ***********************************************************************
 AY1023  DESIGNATION -  B 464
 AY1023  PID         -  AY1023
 AY1023  STATE/COUNTY-  TX/BEXAR
 AY1023  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1023
 AY1023                         *CURRENT SURVEY CONTROL
 AY1023  ___________________________________________________________________
 AY1023* NAD 83(1986)-  29 37 38.     (N)    098 48 01.     (W)     SCALED    
 AY1023* NAVD 88     -       388.199  (meters)    1273.62   (feet)  ADJUSTED  
 AY1023  ___________________________________________________________________
 AY1023  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AY1023  DYNAMIC HT  -         387.628 (meters)    1271.74  (feet)  COMP
 AY1023  MODELED GRAV-     979,162.4   (mgal)                       NAVD 88
 AY1023
 AY1023  VERT ORDER  -  SECOND    CLASS 0
 AY1023
 AY1023.The horizontal coordinates were scaled from a topographic map and have
 AY1023.an estimated accuracy of +/- 6 seconds.
 AY1023
 AY1023.The orthometric height was determined by differential leveling
 AY1023.and adjusted by the National Geodetic Survey in June 1991..
 AY1023
 AY1023.The geoid height was determined by GEOID03.
 AY1023
 AY1023.The dynamic height is computed by dividing the NAVD 88
 AY1023.geopotential number by the normal gravity value computed on the
 AY1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1023.degrees latitude (g = 980.6199 gals.).
 AY1023
 AY1023.The modeled gravity was interpolated from observed gravity values.
 AY1023
 AY1023;                    North         East    Units  Estimated Accuracy
 AY1023;SPC TXSC     - 4,198,830.      619,340.      MT  (+/- 180 meters Scaled)
 AY1023
 AY1023                          SUPERSEDED SURVEY CONTROL
 AY1023
 AY1023  NGVD 29 (??/??/92)  388.088  (m)         1273.25   (f) ADJ UNCH    2 0
 AY1023
 AY1023.Superseded values are not recommended for survey control.
 AY1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1023.See file dsdata.txt to determine how the superseded data were derived.
 AY1023
 AY1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT193774(NAD 83)
 AY1023_MARKER: DB = BENCH MARK DISK
 AY1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1023_SP_SET: BRIDGE
 AY1023_STAMPING: B 464 1953
 AY1023_MARK LOGO: CGS   
 AY1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1023
 AY1023  HISTORY     - Date     Condition        Report By
 AY1023  HISTORY     - 1953     MONUMENTED       CGS
 AY1023  HISTORY     - 19771213 GOOD             NGS
 AY1023  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1023
 AY1023                          STATION DESCRIPTION
 AY1023
 AY1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1023'0.45 MI NW FROM SAN GERONIMO.
 AY1023'0.45 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM A ROCK MOBILGAS
 AY1023'SERVICE STATION AT SAN GERONIMO, 12 FEET NORTHEAST OF THE CENTER LINE
 AY1023'OF THE HIGHWAY, 0.45 MILE SOUTHEAST OF THE MEDINA AND BEXAR COUNTY
 AY1023'LINE, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CURB OF A
 AY1023'50 FOOT CONCRETE BRIDGE.
 AY1023
 AY1023                          STATION RECOVERY (1977)
 AY1023
 AY1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AY1023'RECOVERED IN GOOD CONDITION.
 AY1023
 AY1023                          STATION RECOVERY (1990)
 AY1023
 AY1023'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2138 ***********************************************************************
 AY2138  DESIGNATION -  B 464 RESET
 AY2138  PID         -  AY2138
 AY2138  STATE/COUNTY-  TX/BEXAR
 AY2138  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY2138
 AY2138                         *CURRENT SURVEY CONTROL
 AY2138  ___________________________________________________________________
 AY2138* NAD 83(1986)-  29 37 38.     (N)    098 48 01.     (W)     SCALED    
 AY2138* NAVD 88     -       387.72   (meters)    1272.0    (feet)  RESET     
 AY2138  ___________________________________________________________________
 AY2138  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AY2138
 AY2138  VERT ORDER  -  THIRD
 AY2138
 AY2138.The horizontal coordinates were scaled from a topographic map and have
 AY2138.an estimated accuracy of +/- 6 seconds.
 AY2138
 AY2138.The orthometric height was computed from unverified reset data.
 AY2138.No vertical observational check was made to the station.
 AY2138
 AY2138.The geoid height was determined by GEOID03.
 AY2138
 AY2138;                    North         East    Units  Estimated Accuracy
 AY2138;SPC TXSC     - 4,198,830.      619,340.      MT  (+/- 180 meters Scaled)
 AY2138
 AY2138                          SUPERSEDED SURVEY CONTROL
 AY2138
 AY2138  NGVD 29 (01/29/03)  387.61   (m)         1271.7    (f) RESET       3  
 AY2138
 AY2138.Superseded values are not recommended for survey control.
 AY2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2138.See file dsdata.txt to determine how the superseded data were derived.
 AY2138
 AY2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT193774(NAD 83)
 AY2138_MARKER: DB = BENCH MARK DISK
 AY2138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY2138_SP_SET: HEADWALL
 AY2138_STAMPING: B 464 RESET 1979
 AY2138_MARK LOGO: NGS   
 AY2138_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2138+STABILITY: SURFACE MOTION
 AY2138
 AY2138  HISTORY     - Date     Condition        Report By
 AY2138  HISTORY     - 1979     MONUMENTED       NGS
 AY2138
 AY2138                          STATION DESCRIPTION
 AY2138
 AY2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AY2138'FROM THE JUNCTION OF STATE HIGHWAY 16 AND FARM ROAD 1560 IN HELOTES,
 AY2138'80 NORTHWEST ON STATE HIGHWAY 16 FOR 10.3 MI (16.6 KM) TO BRIDGE, AND
 AY2138'MARK ON THE LEFT. IN THE CENTER OF THE NORTHWEST HEADWALL OF THE
 AY2138'SOUTHEAST TRAFFIC LANE OF HIGHWAY, 0.3 FT (0.1 M) SOUTHWEST OF THE
 AY2138'CENTER OF THE SOUTHEAST, 50 FT (15.2 M) SOUTHEAST OF THE NORTHWEST
 AY2138'END OF HEADWALL, 37 FT (11.3 M) NRTHWEST OF THE SOUTHEAST END OF
 AY2138'HEADWALL AND ABOUT THE SAME ELEVATION AS ROADBED OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1012 ***********************************************************************
 AH1012  DESIGNATION -  B 465
 AH1012  PID         -  AH1012
 AH1012  STATE/COUNTY-  TX/NUECES
 AH1012  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1012
 AH1012                         *CURRENT SURVEY CONTROL
 AH1012  ___________________________________________________________________
 AH1012* NAD 83(1986)-  27 40 41.     (N)    097 45 45.     (W)     SCALED    
 AH1012* NAVD 88     -        20.020  (meters)      65.68   (feet)  ADJUSTED  
 AH1012  ___________________________________________________________________
 AH1012  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH1012  DYNAMIC HT  -          19.989 (meters)      65.58  (feet)  COMP
 AH1012  MODELED GRAV-     979,108.5   (mgal)                       NAVD 88
 AH1012
 AH1012  VERT ORDER  -  FIRST     CLASS II
 AH1012
 AH1012.The horizontal coordinates were scaled from a topographic map and have
 AH1012.an estimated accuracy of +/- 6 seconds.
 AH1012
 AH1012.The orthometric height was determined by differential leveling
 AH1012.and adjusted by the National Geodetic Survey in June 1991..
 AH1012.WARNING-Repeat measurements at this control monument indicate possible
 AH1012.vertical movement.
 AH1012
 AH1012.The geoid height was determined by GEOID03.
 AH1012
 AH1012.The dynamic height is computed by dividing the NAVD 88
 AH1012.geopotential number by the normal gravity value computed on the
 AH1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1012.degrees latitude (g = 980.6199 gals.).
 AH1012
 AH1012.The modeled gravity was interpolated from observed gravity values.
 AH1012
 AH1012;                    North         East    Units  Estimated Accuracy
 AH1012;SPC TX S     - 5,223,060.      372,750.      MT  (+/- 180 meters Scaled)
 AH1012
 AH1012                          SUPERSEDED SURVEY CONTROL
 AH1012
 AH1012  NGVD 29 (??/??/92)   20.052  (m)           65.79   (f) ADJ UNCH    1 2
 AH1012
 AH1012.Superseded values are not recommended for survey control.
 AH1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1012.See file dsdata.txt to determine how the superseded data were derived.
 AH1012
 AH1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR220621(NAD 83)
 AH1012_MARKER: DB = BENCH MARK DISK
 AH1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1012_STAMPING: B 465 1951
 AH1012_MARK LOGO: CGS   
 AH1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1012+STABILITY: SURFACE MOTION
 AH1012
 AH1012  HISTORY     - Date     Condition        Report By
 AH1012  HISTORY     - 1951     MONUMENTED       CGS
 AH1012  HISTORY     - 1981     GOOD             NGS
 AH1012  HISTORY     - 1985     GOOD             USPSQD
 AH1012  HISTORY     - 19970726 GOOD             USPSQD
 AH1012
 AH1012                          STATION DESCRIPTION
 AH1012
 AH1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH1012'0.9 MI W FROM DRISCOLL.
 AH1012'0.9 MILE WEST ALONG FARM ROAD 666 FROM THE JUNCTION WITH U.S. HIGHWAY
 AH1012'77 AT DRISCOLL, 55.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ALONG
 AH1012'THE WEST SIDE OF A CEMETERY, 12.8 FEET WEST OF THE NORTHWEST CORNER OF
 AH1012'THE HEADSTONE OF SHERMAN W. WILLIAMS, 0.8 FOOT EAST OF A FENCE, SET IN
 AH1012'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AH1012
 AH1012                          STATION RECOVERY (1981)
 AH1012
 AH1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH1012'RECOVERED IN GOOD CONDITION.
 AH1012
 AH1012                          STATION RECOVERY (1985)
 AH1012
 AH1012'RECOVERY NOTE BY US POWER SQUADRON 1985
 AH1012'CHANGE FARM ROAD DESIGNATION FROM F.M. 666 TO F.M. 665. METAL POST
 AH1012'WITH WITNESS SIGN .
 AH1012
 AH1012                          STATION RECOVERY (1997)
 AH1012
 AH1012'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0796 ***********************************************************************
 AY0796  DESIGNATION -  B 466
 AY0796  PID         -  AY0796
 AY0796  STATE/COUNTY-  TX/BEXAR
 AY0796  USGS QUAD   -  TERRELL WELLS (1992)
 AY0796
 AY0796                         *CURRENT SURVEY CONTROL
 AY0796  ___________________________________________________________________
 AY0796* NAD 83(1986)-  29 19 50.     (N)    098 35 31.     (W)     SCALED    
 AY0796* NAVD 88     -       195.275  (meters)     640.66   (feet)  ADJUSTED  
 AY0796  ___________________________________________________________________
 AY0796  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AY0796  DYNAMIC HT  -         194.992 (meters)     639.74  (feet)  COMP
 AY0796  MODELED GRAV-     979,193.7   (mgal)                       NAVD 88
 AY0796
 AY0796  VERT ORDER  -  FIRST     CLASS II
 AY0796
 AY0796.The horizontal coordinates were scaled from a topographic map and have
 AY0796.an estimated accuracy of +/- 6 seconds.
 AY0796
 AY0796.The orthometric height was determined by differential leveling
 AY0796.and adjusted by the National Geodetic Survey in June 1991..
 AY0796
 AY0796.The geoid height was determined by GEOID03.
 AY0796
 AY0796.The dynamic height is computed by dividing the NAVD 88
 AY0796.geopotential number by the normal gravity value computed on the
 AY0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0796.degrees latitude (g = 980.6199 gals.).
 AY0796
 AY0796.The modeled gravity was interpolated from observed gravity values.
 AY0796
 AY0796;                    North         East    Units  Estimated Accuracy
 AY0796;SPC TXSC     - 4,166,000.      639,630.      MT  (+/- 180 meters Scaled)
 AY0796
 AY0796                          SUPERSEDED SURVEY CONTROL
 AY0796
 AY0796  NGVD 29 (??/??/92)  195.174  (m)          640.33   (f) ADJ UNCH    1 2
 AY0796
 AY0796.Superseded values are not recommended for survey control.
 AY0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0796.See file dsdata.txt to determine how the superseded data were derived.
 AY0796
 AY0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT396446(NAD 83)
 AY0796_MARKER: DB = BENCH MARK DISK
 AY0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0796_STAMPING: B 466 1952
 AY0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0796+STABILITY: SURFACE MOTION
 AY0796
 AY0796  HISTORY     - Date     Condition        Report By
 AY0796  HISTORY     - 1952     MONUMENTED       CGS
 AY0796  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0796
 AY0796                          STATION DESCRIPTION
 AY0796
 AY0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0796'IN SAN ANTONIO.
 AY0796'AT SAN ANTONIO, AT THE JUNCTION OF U.S. HIGHWAY 81 AND CASSIN ROAD,
 AY0796'112 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 45 FEET
 AY0796'SOUTH OF THE CENTER LINE OF CASSIN ROAD, 31 FEET SOUTHEAST OF A POWER
 AY0796'POLE, 1.5 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 AY0796'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0796
 AY0796                          STATION RECOVERY (1999)
 AY0796
 AY0796'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0148 ***********************************************************************
 CC0148  DESIGNATION -  B 467
 CC0148  PID         -  CC0148
 CC0148  STATE/COUNTY-  TX/CROCKETT
 CC0148  USGS QUAD   -  GIRVIN SE (1972)
 CC0148
 CC0148                         *CURRENT SURVEY CONTROL
 CC0148  ___________________________________________________________________
 CC0148* NAD 83(1986)-  31 05 05.     (N)    102 21 57.     (W)     SCALED    
 CC0148* NAVD 88     -       698.463  (meters)    2291.54   (feet)  ADJUSTED  
 CC0148  ___________________________________________________________________
 CC0148  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CC0148  DYNAMIC HT  -         697.469 (meters)    2288.28  (feet)  COMP
 CC0148  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 CC0148
 CC0148  VERT ORDER  -  SECOND    CLASS 0
 CC0148
 CC0148.The horizontal coordinates were scaled from a topographic map and have
 CC0148.an estimated accuracy of +/- 6 seconds.
 CC0148
 CC0148.The orthometric height was determined by differential leveling
 CC0148.and adjusted by the National Geodetic Survey in June 1991..
 CC0148
 CC0148.The geoid height was determined by GEOID03.
 CC0148
 CC0148.The dynamic height is computed by dividing the NAVD 88
 CC0148.geopotential number by the normal gravity value computed on the
 CC0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0148.degrees latitude (g = 980.6199 gals.).
 CC0148
 CC0148.The modeled gravity was interpolated from observed gravity values.
 CC0148
 CC0148;                    North         East    Units  Estimated Accuracy
 CC0148;SPC TX C     - 3,158,970.      506,090.      MT  (+/- 180 meters Scaled)
 CC0148
 CC0148                          SUPERSEDED SURVEY CONTROL
 CC0148
 CC0148  NGVD 29 (??/??/92)  698.255  (m)         2290.86   (f) ADJ UNCH    2 0
 CC0148
 CC0148.Superseded values are not recommended for survey control.
 CC0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0148.See file dsdata.txt to determine how the superseded data were derived.
 CC0148
 CC0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ512419(NAD 83)
 CC0148_MARKER: DB = BENCH MARK DISK
 CC0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0148_SP_SET: FOUNDATION
 CC0148_STAMPING: B 467 1935 2290.858
 CC0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0148
 CC0148  HISTORY     - Date     Condition        Report By
 CC0148  HISTORY     - 1935     MONUMENTED       CGS
 CC0148  HISTORY     - 1958     GOOD             NGS
 CC0148
 CC0148                          STATION DESCRIPTION
 CC0148
 CC0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0148'9.05 MI SW FROM MCCAMEY.
 CC0148'ABOUT 9.05 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0148'FROM THE STATION AT MCCAMEY, AT THE WEST TEXAS UTILITIES COMPANY, SET
 CC0148'VERTICALLY IN THE NORTHWEST FACE OF AN OFFSET IN THE CONCRETE
 CC0148'FOUNDATION ALONG THE NORTHEAST FACE OF THE POWER PLANT BUILDING, 303
 CC0148'FEET NORTHWEST OF THE NORTHWEST RAIL, 8 1/2 FEET SOUTHEAST OF THE
 CC0148'SOUTHEAST EDGE OF A STEEL STAIRWAY, 4 FEET NORTHWEST OF THE EAST
 CC0148'CORNER OF THE FOUNDATION, 3 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 CC0148'WINDOW, AND ABOUT 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0221 ***********************************************************************
 BP0221  DESIGNATION -  B 468
 BP0221  PID         -  BP0221
 BP0221  STATE/COUNTY-  TX/PECOS
 BP0221  USGS QUAD   -  BELDING (1970)
 BP0221
 BP0221                         *CURRENT SURVEY CONTROL
 BP0221  ___________________________________________________________________
 BP0221* NAD 83(1986)-  30 45 12.     (N)    103 04 30.     (W)     SCALED    
 BP0221* NAVD 88     -      1011.654  (meters)    3319.07   (feet)  ADJUSTED  
 BP0221  ___________________________________________________________________
 BP0221  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 BP0221  DYNAMIC HT  -        1010.086 (meters)    3313.92  (feet)  COMP
 BP0221  MODELED GRAV-     979,057.0   (mgal)                       NAVD 88
 BP0221
 BP0221  VERT ORDER  -  SECOND    CLASS 0
 BP0221
 BP0221.The horizontal coordinates were scaled from a topographic map and have
 BP0221.an estimated accuracy of +/- 6 seconds.
 BP0221
 BP0221.The orthometric height was determined by differential leveling
 BP0221.and adjusted by the National Geodetic Survey in June 1991..
 BP0221
 BP0221.The geoid height was determined by GEOID03.
 BP0221
 BP0221.The dynamic height is computed by dividing the NAVD 88
 BP0221.geopotential number by the normal gravity value computed on the
 BP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0221.degrees latitude (g = 980.6199 gals.).
 BP0221
 BP0221.The modeled gravity was interpolated from observed gravity values.
 BP0221
 BP0221;                    North         East    Units  Estimated Accuracy
 BP0221;SPC TX C     - 3,123,700.      437,540.      MT  (+/- 180 meters Scaled)
 BP0221
 BP0221                          SUPERSEDED SURVEY CONTROL
 BP0221
 BP0221  NGVD 29 (??/??/92) 1011.281  (m)         3317.84   (f) ADJ UNCH    2 0
 BP0221
 BP0221.Superseded values are not recommended for survey control.
 BP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0221.See file dsdata.txt to determine how the superseded data were derived.
 BP0221
 BP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ842038(NAD 83)
 BP0221_MARKER: DB = BENCH MARK DISK
 BP0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0221_STAMPING: C 468 1935 3317.844
 BP0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0221+STABILITY: SURFACE MOTION
 BP0221
 BP0221  HISTORY     - Date     Condition        Report By
 BP0221  HISTORY     - 1935     MONUMENTED       CGS
 BP0221  HISTORY     - 1958     GOOD             NGS
 BP0221
 BP0221                          STATION DESCRIPTION
 BP0221
 BP0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0221'15.3 MI SW FROM FORT STOCKTON.
 BP0221'ABOUT 15.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0221'FROM THE STATION AT FORT STOCKTON, 29 1/2 FEET SOUTHWEST OF MILEPOST
 BP0221'897, 49 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 0.5 MILE SOUTHWEST
 BP0221'OF A TRESTLE, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1 1/2
 BP0221'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BP0221'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0417 ***********************************************************************
 BP0417  DESIGNATION -  B 469 RESET 1952
 BP0417  PID         -  BP0417
 BP0417  STATE/COUNTY-  TX/BREWSTER
 BP0417  USGS QUAD   -  ALPINE NORTH (1972)
 BP0417
 BP0417                         *CURRENT SURVEY CONTROL
 BP0417  ___________________________________________________________________
 BP0417* NAD 83(1986)-  30 23 13.     (N)    103 40 25.     (W)     SCALED    
 BP0417* NAVD 88     -      1353.405  (meters)    4440.30   (feet)  ADJUSTED  
 BP0417  ___________________________________________________________________
 BP0417  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 BP0417  DYNAMIC HT  -        1351.225 (meters)    4433.14  (feet)  COMP
 BP0417  MODELED GRAV-     978,983.7   (mgal)                       NAVD 88
 BP0417  OBS GRAVITY -     978,982.7   (mgal)                       GRAV_OBS
 BP0417
 BP0417  VERT ORDER  -  FIRST     CLASS I
 BP0417
 BP0417.The horizontal coordinates were scaled from a topographic map and have
 BP0417.an estimated accuracy of +/- 6 seconds.
 BP0417
 BP0417.The orthometric height was determined by differential leveling
 BP0417.and adjusted by the National Geodetic Survey in June 1991..
 BP0417
 BP0417.The geoid height was determined by GEOID03.
 BP0417
 BP0417.The dynamic height is computed by dividing the NAVD 88
 BP0417.geopotential number by the normal gravity value computed on the
 BP0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0417.degrees latitude (g = 980.6199 gals.).
 BP0417
 BP0417.The modeled gravity was interpolated from observed gravity values.
 BP0417.The observed gravity was obtained from relative gravimeter ties
 BP0417.to the IGSN71 gravity network.
 BP0417
 BP0417;                    North         East    Units  Estimated Accuracy
 BP0417;SPC TXSC     - 4,292,000.      150,930.      MT  (+/- 180 meters Scaled)
 BP0417
 BP0417                          SUPERSEDED SURVEY CONTROL
 BP0417
 BP0417  NGVD 29 (??/??/92) 1352.959  (m)         4438.83   (f) ADJ UNCH    1 1
 BP0417
 BP0417.Superseded values are not recommended for survey control.
 BP0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0417.See file dsdata.txt to determine how the superseded data were derived.
 BP0417
 BP0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP274624(NAD 83)
 BP0417_MARKER: DB = BENCH MARK DISK
 BP0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0417_STAMPING: B 469 RESET 1952
 BP0417_MARK LOGO: CGS   
 BP0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0417+STABILITY: SURFACE MOTION
 BP0417
 BP0417  HISTORY     - Date     Condition        Report By
 BP0417  HISTORY     - 1952     MONUMENTED       CGS
 BP0417  HISTORY     - 1958     GOOD             NGS
 BP0417  HISTORY     - 1977     GOOD             NGS
 BP0417  HISTORY     - 1981     GOOD             NGS
 BP0417  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BP0417  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BP0417  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 BP0417
 BP0417                          STATION DESCRIPTION
 BP0417
 BP0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0417'2.15 MI NW FROM ALPINE.
 BP0417'ABOUT 2.15 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0417'NEW ORLEANS RAILROAD STATION AT ALPINE, 0.15 MILE SOUTHEAST OF THE
 BP0417'STARNS AIRPORT ENTRANCE, AT THE CROSSING OF THE PANHANDLE AND SANTA FE
 BP0417'RAILWAY, 139 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 51 FEET
 BP0417'EAST OF THE EAST RAIL, 90 FEET EAST OF AND ACROSS THE TRACK FROM
 BP0417'TELEPHONE POLE 1956, 4 1/2 FEET EAST OF A FENCE, 1 1/2 FEET NORTH OF A
 BP0417'CONCRETE WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 BP0417'INCHES.
 BP0417
 BP0417                          STATION RECOVERY (1977)
 BP0417
 BP0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0417'RECOVERED IN GOOD CONDITION.
 BP0417
 BP0417                          STATION RECOVERY (1981)
 BP0417
 BP0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0417'RECOVEREDI N GOOD CONDITION IN L24157.  ADD=47.4 METERS (155.5 FT)
 BP0417'NORTH OF THE CENTER OF THE CROSSING AND 1.4 METERS (4.6 FT) EAST OF A
 BP0417'METAL WITNESS POST.
 BP0417
 BP0417                          STATION RECOVERY (1989)
 BP0417
 BP0417'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0417'MARK NOT FOUND.
 BP0417
 BP0417                          STATION RECOVERY (1996)
 BP0417
 BP0417'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0417'MARK NOT FOUND.
 BP0417
 BP0417                          STATION RECOVERY (2003)
 BP0417
 BP0417'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BP0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0483 ***********************************************************************
 BP0483  DESIGNATION -  B 470
 BP0483  PID         -  BP0483
 BP0483  STATE/COUNTY-  TX/JEFF DAVIS
 BP0483  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0483
 BP0483                         *CURRENT SURVEY CONTROL
 BP0483  ___________________________________________________________________
 BP0483* NAD 83(1986)-  30 49 36.     (N)    103 46 27.     (W)     SCALED    
 BP0483* NAVD 88     -      1203.921  (meters)    3949.86   (feet)  POSTED    
 BP0483  ___________________________________________________________________
 BP0483  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 BP0483  DYNAMIC HT  -        1202.020 (meters)    3943.63  (feet)  COMP
 BP0483  MODELED GRAV-     979,018.3   (mgal)                       NAVD 88
 BP0483
 BP0483  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0483
 BP0483.The horizontal coordinates were scaled from a topographic map and have
 BP0483.an estimated accuracy of +/- 6 seconds.
 BP0483
 BP0483.The orthometric height was determined by differential leveling
 BP0483.and adjusted by the National Geodetic Survey in 1992..
 BP0483.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0483.rate of 1.1 thru 2.0 mm/km.
 BP0483
 BP0483.The geoid height was determined by GEOID03.
 BP0483
 BP0483.The dynamic height is computed by dividing the NAVD 88
 BP0483.geopotential number by the normal gravity value computed on the
 BP0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0483.degrees latitude (g = 980.6199 gals.).
 BP0483
 BP0483.The modeled gravity was interpolated from observed gravity values.
 BP0483
 BP0483;                    North         East    Units  Estimated Accuracy
 BP0483;SPC TX C     - 3,133,680.      370,880.      MT  (+/- 180 meters Scaled)
 BP0483
 BP0483                          SUPERSEDED SURVEY CONTROL
 BP0483
 BP0483  NGVD 29 (??/??/92) 1203.50   (m)         3948.5    (f) COMPUTED    2 0
 BP0483
 BP0483.Superseded values are not recommended for survey control.
 BP0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0483.See file dsdata.txt to determine how the superseded data were derived.
 BP0483
 BP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ172110(NAD 83)
 BP0483_MARKER: DB = BENCH MARK DISK
 BP0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0483_STAMPING: 3948.631 B 470 1934
 BP0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0483+STABILITY: SURFACE MOTION
 BP0483
 BP0483  HISTORY     - Date     Condition        Report By
 BP0483  HISTORY     - 1934     MONUMENTED       CGS
 BP0483  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0483  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0483  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0483
 BP0483                          STATION DESCRIPTION
 BP0483
 BP0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0483'9.6 MI S FROM TOYAHVALE.
 BP0483'IN JEFF DAVIS COUNTY, 9.6 MILES SOUTH ALONG STATE HIGHWAY 17 FROM
 BP0483'TOYAHVALE, REEVES COUNTY, ON THE OLD ROUTE OF THE HIGHWAY, ABOUT 200
 BP0483'FEET NORTHWEST OF THE NORTH END OF A CURVE IN THE OLD HIGHWAY, 31 FEET
 BP0483'SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY, ON THE NEW HIGHWAY
 BP0483'RIGHT-OF-WAY, AND 5 FEET NORTHWEST OF A POLE (IN 1935).  A STANDARD
 BP0483'DISK, STAMPED 3948.631 B 470 1934 AND SET IN THE TOP OF A CONCRETE
 BP0483'POST.
 BP0483
 BP0483                          STATION RECOVERY (1966)
 BP0483
 BP0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0483'MARK NOT FOUND.
 BP0483
 BP0483                          STATION RECOVERY (1996)
 BP0483
 BP0483'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0598 ***********************************************************************
 DO0598  DESIGNATION -  B 471
 DO0598  PID         -  DO0598
 DO0598  STATE/COUNTY-  TX/KNOX
 DO0598  USGS QUAD   -  BENJAMIN (1967)
 DO0598
 DO0598                         *CURRENT SURVEY CONTROL
 DO0598  ___________________________________________________________________
 DO0598* NAD 83(1986)-  33 35 00.     (N)    099 51 43.     (W)     SCALED    
 DO0598* NAVD 88     -       478.521  (meters)    1569.95   (feet)  ADJUSTED  
 DO0598  ___________________________________________________________________
 DO0598  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DO0598  DYNAMIC HT  -         477.959 (meters)    1568.10  (feet)  COMP
 DO0598  MODELED GRAV-     979,447.0   (mgal)                       NAVD 88
 DO0598
 DO0598  VERT ORDER  -  SECOND    CLASS 0
 DO0598
 DO0598.The horizontal coordinates were scaled from a topographic map and have
 DO0598.an estimated accuracy of +/- 6 seconds.
 DO0598
 DO0598.The orthometric height was determined by differential leveling
 DO0598.and adjusted by the National Geodetic Survey in June 1991..
 DO0598
 DO0598.The geoid height was determined by GEOID03.
 DO0598
 DO0598.The dynamic height is computed by dividing the NAVD 88
 DO0598.geopotential number by the normal gravity value computed on the
 DO0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0598.degrees latitude (g = 980.6199 gals.).
 DO0598
 DO0598.The modeled gravity was interpolated from observed gravity values.
 DO0598
 DO0598;                    North         East    Units  Estimated Accuracy
 DO0598;SPC TXNC     - 2,213,360.      473,580.      MT  (+/- 180 meters Scaled)
 DO0598
 DO0598                          SUPERSEDED SURVEY CONTROL
 DO0598
 DO0598  NGVD 29 (??/??/92)  478.361  (m)         1569.42   (f) ADJ UNCH    2 0
 DO0598
 DO0598.Superseded values are not recommended for survey control.
 DO0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0598.See file dsdata.txt to determine how the superseded data were derived.
 DO0598
 DO0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC200162(NAD 83)
 DO0598_MARKER: DB = BENCH MARK DISK
 DO0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0598_SP_SET: CULVERT
 DO0598_STAMPING: B 471 1934
 DO0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0598
 DO0598  HISTORY     - Date     Condition        Report By
 DO0598  HISTORY     - 1934     MONUMENTED       CGS
 DO0598  HISTORY     - 1958     GOOD             NGS
 DO0598
 DO0598                          STATION DESCRIPTION
 DO0598
 DO0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0598'4.0 MI W FROM BENJAMIN.
 DO0598'4.0 MILES WEST ALONG U.S. HIGHWAY 82 FROM BENJAMIN, KNOX COUNTY, 15
 DO0598'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT A 3-BY 4-FOOT CONCRETE
 DO0598'CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0194 ***********************************************************************
 DP0194  DESIGNATION -  B 472
 DP0194  PID         -  DP0194
 DP0194  STATE/COUNTY-  TX/DICKENS
 DP0194  USGS QUAD   -  EAST AFTON NE (1981)
 DP0194
 DP0194                         *CURRENT SURVEY CONTROL
 DP0194  ___________________________________________________________________
 DP0194* NAD 83(1986)-  33 37 45.     (N)    100 37 27.     (W)     SCALED    
 DP0194* NAVD 88     -       642.216  (meters)    2107.00   (feet)  ADJUSTED  
 DP0194  ___________________________________________________________________
 DP0194  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DP0194  DYNAMIC HT  -         641.448 (meters)    2104.48  (feet)  COMP
 DP0194  MODELED GRAV-     979,420.3   (mgal)                       NAVD 88
 DP0194
 DP0194  VERT ORDER  -  SECOND    CLASS 0
 DP0194
 DP0194.The horizontal coordinates were scaled from a topographic map and have
 DP0194.an estimated accuracy of +/- 6 seconds.
 DP0194
 DP0194.The orthometric height was determined by differential leveling
 DP0194.and adjusted by the National Geodetic Survey in June 1991..
 DP0194
 DP0194.The geoid height was determined by GEOID03.
 DP0194
 DP0194.The dynamic height is computed by dividing the NAVD 88
 DP0194.geopotential number by the normal gravity value computed on the
 DP0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0194.degrees latitude (g = 980.6199 gals.).
 DP0194
 DP0194.The modeled gravity was interpolated from observed gravity values.
 DP0194
 DP0194;                    North         East    Units  Estimated Accuracy
 DP0194;SPC TXNC     - 2,219,620.      402,940.      MT  (+/- 180 meters Scaled)
 DP0194
 DP0194                          SUPERSEDED SURVEY CONTROL
 DP0194
 DP0194  NGVD 29 (??/??/92)  641.988  (m)         2106.26   (f) ADJ UNCH    2 0
 DP0194
 DP0194.Superseded values are not recommended for survey control.
 DP0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0194.See file dsdata.txt to determine how the superseded data were derived.
 DP0194
 DP0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC493222(NAD 83)
 DP0194_MARKER: DB = BENCH MARK DISK
 DP0194_SETTING: 0 = UNSPECIFIED SETTING
 DP0194_STAMPING: B 472 1935
 DP0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0194
 DP0194  HISTORY     - Date     Condition        Report By
 DP0194  HISTORY     - 1935     MONUMENTED       CGS
 DP0194  HISTORY     - 1969     GOOD             USGS
 DP0194
 DP0194                          STATION DESCRIPTION
 DP0194
 DP0194'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0194'13.9 MI E FROM DICKENS.
 DP0194'BENCH MARK MAY BE REACHED BY GOING EAST ALONG U.S. HIGHWAY 82 A
 DP0194'DISTANCE OF 13.1 MILES FROM THE COURTHOUSE AT DICKENS, TO A FIELD ROAD
 DP0194'NORTH.  GO NORTH ALONG FIELD ROAD 1.3 MILES TO A CROSSING OF THE
 DP0194'HEADWATERS OF THE SOUTH WICHITA RIVER, CONTINUE NORTH ALONG FIELD ROAD
 DP0194'0.2 MILES TO SCAR OF OLD HIGHWAY, GO WEST ALONG OLD HIGHWAY SCAR 1/4
 DP0194'MILE TO A FENCE.  BM IS LOCATED 1.0 FEET EAST OF FENCE, 35 FEET NORTH
 DP0194'OF CENTER OF OLD HIGHWAY.  BM IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0403 ***********************************************************************
 DP0403  DESIGNATION -  B 474
 DP0403  PID         -  DP0403
 DP0403  STATE/COUNTY-  TX/LUBBOCK
 DP0403  USGS QUAD   -  IDALOU (1975)
 DP0403
 DP0403                         *CURRENT SURVEY CONTROL
 DP0403  ___________________________________________________________________
 DP0403* NAD 83(1986)-  33 40 02.     (N)    101 39 56.     (W)     SCALED    
 DP0403* NAVD 88     -       971.750  (meters)    3188.15   (feet)  ADJUSTED  
 DP0403  ___________________________________________________________________
 DP0403  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 DP0403  DYNAMIC HT  -         970.503 (meters)    3184.06  (feet)  COMP
 DP0403  MODELED GRAV-     979,320.5   (mgal)                       NAVD 88
 DP0403
 DP0403  VERT ORDER  -  SECOND    CLASS 0
 DP0403
 DP0403.The horizontal coordinates were scaled from a topographic map and have
 DP0403.an estimated accuracy of +/- 6 seconds.
 DP0403
 DP0403.The orthometric height was determined by differential leveling
 DP0403.and adjusted by the National Geodetic Survey in June 1991..
 DP0403
 DP0403.The geoid height was determined by GEOID03.
 DP0403
 DP0403.The dynamic height is computed by dividing the NAVD 88
 DP0403.geopotential number by the normal gravity value computed on the
 DP0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0403.degrees latitude (g = 980.6199 gals.).
 DP0403
 DP0403.The modeled gravity was interpolated from observed gravity values.
 DP0403
 DP0403;                    North         East    Units  Estimated Accuracy
 DP0403;SPC TXNC     - 2,226,270.      306,480.      MT  (+/- 180 meters Scaled)
 DP0403
 DP0403                          SUPERSEDED SURVEY CONTROL
 DP0403
 DP0403  NGVD 29 (??/??/92)  971.376  (m)         3186.92   (f) ADJ UNCH    2 0
 DP0403
 DP0403.Superseded values are not recommended for survey control.
 DP0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0403.See file dsdata.txt to determine how the superseded data were derived.
 DP0403
 DP0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC528284(NAD 83)
 DP0403_MARKER: DB = BENCH MARK DISK
 DP0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0403_STAMPING: B 474 1934
 DP0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0403+STABILITY: SURFACE MOTION
 DP0403
 DP0403  HISTORY     - Date     Condition        Report By
 DP0403  HISTORY     - 1934     MONUMENTED       CGS
 DP0403
 DP0403                          STATION DESCRIPTION
 DP0403
 DP0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0403'1 MI E FROM IDALOU.
 DP0403'1.0 MILE EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0403'STATION AT IDALOU, LUBBOCK COUNTY, 2 POLES EAST OF MILEPOST 12, AT A
 DP0403'GRADE CROSSING, 42 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 32 FEET
 DP0403'WEST OF THE CENTERLINE OF THE ROAD, 50 FEET NORTH OF THE CENTERLINE OF
 DP0403'U.S. HIGHWAY 62, AND 4 FEET NORTHWEST OF A FENCE CORNER.  A STANDARD
 DP0403'DISK, STAMPED B 474 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0119 ***********************************************************************
 DP0119  DESIGNATION -  B 475
 DP0119  PID         -  DP0119
 DP0119  STATE/COUNTY-  TX/KENT
 DP0119  USGS QUAD   -  JAYTON SOUTH (1969)
 DP0119
 DP0119                         *CURRENT SURVEY CONTROL
 DP0119  ___________________________________________________________________
 DP0119* NAD 83(1986)-  33 13 22.     (N)    100 37 17.     (W)     SCALED    
 DP0119* NAVD 88     -       590.203  (meters)    1936.36   (feet)  ADJUSTED  
 DP0119  ___________________________________________________________________
 DP0119  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DP0119  DYNAMIC HT  -         589.480 (meters)    1933.99  (feet)  COMP
 DP0119  MODELED GRAV-     979,394.0   (mgal)                       NAVD 88
 DP0119
 DP0119  VERT ORDER  -  SECOND    CLASS 0
 DP0119
 DP0119.The horizontal coordinates were scaled from a topographic map and have
 DP0119.an estimated accuracy of +/- 6 seconds.
 DP0119
 DP0119.The orthometric height was determined by differential leveling
 DP0119.and adjusted by the National Geodetic Survey in June 1991..
 DP0119
 DP0119.The geoid height was determined by GEOID03.
 DP0119
 DP0119.The dynamic height is computed by dividing the NAVD 88
 DP0119.geopotential number by the normal gravity value computed on the
 DP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0119.degrees latitude (g = 980.6199 gals.).
 DP0119
 DP0119.The modeled gravity was interpolated from observed gravity values.
 DP0119
 DP0119;                    North         East    Units  Estimated Accuracy
 DP0119;SPC TXNC     - 2,174,550.      402,290.      MT  (+/- 180 meters Scaled)
 DP0119
 DP0119                          SUPERSEDED SURVEY CONTROL
 DP0119
 DP0119  NGVD 29 (??/??/92)  589.971  (m)         1935.60   (f) ADJ UNCH    2 0
 DP0119
 DP0119.Superseded values are not recommended for survey control.
 DP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0119.See file dsdata.txt to determine how the superseded data were derived.
 DP0119
 DP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB489771(NAD 83)
 DP0119_MARKER: DB = BENCH MARK DISK
 DP0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0119_STAMPING: B 475 1935
 DP0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0119+STABILITY: SURFACE MOTION
 DP0119
 DP0119  HISTORY     - Date     Condition        Report By
 DP0119  HISTORY     - 1935     MONUMENTED       CGS
 DP0119  HISTORY     - 1951     GOOD             NGS
 DP0119  HISTORY     - 1969     POOR             USGS
 DP0119
 DP0119                          STATION DESCRIPTION
 DP0119
 DP0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DP0119'3.7 MI SW FROM JAYTON.
 DP0119'3.7 MILES SOUTHWEST ALONG FARM-TO-MARKET HIGHWAY 1083 FROM JAYTON,
 DP0119'KENT COUNTY, THENCE 0.6 MILE SOUTH ALONG A COUNTY ROAD (THE 1935
 DP0119'LOCATION OF U. S. HIGHWAY 380).  33 FEET EAST OF THE CENTERLINE OF THE
 DP0119'ROAD, 3 FEET SOUTHEAST OF A THREE-WAY FENCE CORNER, AND 3 FEET EAST OF
 DP0119'THE NORTH AND SOUTH FENCE.  A STANDARD DISK, STAMPED B 475 1935 AND
 DP0119'SET IN THE TOP OF A CONCRETE POST.
 DP0119
 DP0119                          STATION RECOVERY (1969)
 DP0119
 DP0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0119'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0528 ***********************************************************************
 DO0528  DESIGNATION -  B 476
 DO0528  PID         -  DO0528
 DO0528  STATE/COUNTY-  TX/HASKELL
 DO0528  USGS QUAD   -  SAGERTON (1964)
 DO0528
 DO0528                         *CURRENT SURVEY CONTROL
 DO0528  ___________________________________________________________________
 DO0528* NAD 83(1986)-  33 05 14.     (N)    099 58 25.     (W)     SCALED    
 DO0528* NAVD 88     -       492.465  (meters)    1615.70   (feet)  ADJUSTED  
 DO0528  ___________________________________________________________________
 DO0528  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DO0528  DYNAMIC HT  -         491.845 (meters)    1613.66  (feet)  COMP
 DO0528  MODELED GRAV-     979,363.4   (mgal)                       NAVD 88
 DO0528
 DO0528  VERT ORDER  -  SECOND    CLASS 0
 DO0528
 DO0528.The horizontal coordinates were scaled from a topographic map and have
 DO0528.an estimated accuracy of +/- 6 seconds.
 DO0528
 DO0528.The orthometric height was determined by differential leveling
 DO0528.and adjusted by the National Geodetic Survey in June 1991..
 DO0528
 DO0528.The geoid height was determined by GEOID03.
 DO0528
 DO0528.The dynamic height is computed by dividing the NAVD 88
 DO0528.geopotential number by the normal gravity value computed on the
 DO0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0528.degrees latitude (g = 980.6199 gals.).
 DO0528
 DO0528.The modeled gravity was interpolated from observed gravity values.
 DO0528
 DO0528;                    North         East    Units  Estimated Accuracy
 DO0528;SPC TXNC     - 2,158,490.      462,440.      MT  (+/- 180 meters Scaled)
 DO0528
 DO0528                          SUPERSEDED SURVEY CONTROL
 DO0528
 DO0528  NGVD 29 (??/??/92)  492.290  (m)         1615.12   (f) ADJ UNCH    2 0
 DO0528
 DO0528.Superseded values are not recommended for survey control.
 DO0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0528.See file dsdata.txt to determine how the superseded data were derived.
 DO0528
 DO0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB091613(NAD 83)
 DO0528_MARKER: DB = BENCH MARK DISK
 DO0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0528_STAMPING: B 476 1935
 DO0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0528+STABILITY: SURFACE MOTION
 DO0528
 DO0528  HISTORY     - Date     Condition        Report By
 DO0528  HISTORY     - 1935     MONUMENTED       CGS
 DO0528  HISTORY     - 1958     GOOD             NGS
 DO0528
 DO0528                          STATION DESCRIPTION
 DO0528
 DO0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0528'1.1 MI NW FROM SAGERTON.
 DO0528'1.1 MILES NORTHWEST ALONG THE WICHITA VALLEY RAILWAY FROM SAGERTON,
 DO0528'HASKELL COUNTY, 4 POLES WEST OF MILEPOST B 128, 70 FEET NORTH OF THE
 DO0528'CENTERLINE OF THE TRACK, 36 FEET NORTHEAST OF A POLE, AND 6 FEET
 DO0528'HIGHER THAN THE TRACK. A STANDARD DISK, STAMPED B 476 1935 AND SET IN
 DO0528'THE TOP OF A CONCRETE POST. NOTE-- THIS MARK IS ABOUT 40 FEET
 DO0528'SOUTHEAST OF THE 4TH POLE NORTH OF MILEPOST B 128 AND ABOUT 70 FEET
 DO0528'NORTH OF AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0029 ***********************************************************************
 CB0029  DESIGNATION -  B 477
 CB0029  PID         -  CB0029
 CB0029  STATE/COUNTY-  TX/TOM GREEN
 CB0029  USGS QUAD   -  SAN ANGELO NORTH (1978)
 CB0029
 CB0029                         *CURRENT SURVEY CONTROL
 CB0029  ___________________________________________________________________
 CB0029* NAD 83(1986)-  31 32 57.     (N)    100 22 57.     (W)     SCALED    
 CB0029* NAVD 88     -       579.923  (meters)    1902.63   (feet)  ADJUSTED  
 CB0029  ___________________________________________________________________
 CB0029  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CB0029  DYNAMIC HT  -         579.133 (meters)    1900.04  (feet)  COMP
 CB0029  MODELED GRAV-     979,259.5   (mgal)                       NAVD 88
 CB0029
 CB0029  VERT ORDER  -  SECOND    CLASS 0
 CB0029
 CB0029.The horizontal coordinates were scaled from a topographic map and have
 CB0029.an estimated accuracy of +/- 6 seconds.
 CB0029
 CB0029.The orthometric height was determined by differential leveling
 CB0029.and adjusted by the National Geodetic Survey in June 1991..
 CB0029
 CB0029.The geoid height was determined by GEOID03.
 CB0029
 CB0029.The dynamic height is computed by dividing the NAVD 88
 CB0029.geopotential number by the normal gravity value computed on the
 CB0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0029.degrees latitude (g = 980.6199 gals.).
 CB0029
 CB0029.The modeled gravity was interpolated from observed gravity values.
 CB0029
 CB0029;                    North         East    Units  Estimated Accuracy
 CB0029;SPC TX C     - 3,208,690.      695,330.      MT  (+/- 180 meters Scaled)
 CB0029
 CB0029                          SUPERSEDED SURVEY CONTROL
 CB0029
 CB0029  NGVD 29 (??/??/92)  579.758  (m)         1902.09   (f) ADJ UNCH    2 0
 CB0029
 CB0029.Superseded values are not recommended for survey control.
 CB0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0029.See file dsdata.txt to determine how the superseded data were derived.
 CB0029
 CB0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV687912(NAD 83)
 CB0029_MARKER: DB = BENCH MARK DISK
 CB0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0029_STAMPING: 1902.089 B 477 1935
 CB0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0029+STABILITY: SURFACE MOTION
 CB0029
 CB0029  HISTORY     - Date     Condition        Report By
 CB0029  HISTORY     - 1935     MONUMENTED       CGS
 CB0029  HISTORY     - 1940     GOOD             NGS
 CB0029
 CB0029                          STATION DESCRIPTION
 CB0029
 CB0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CB0029'8.0 MI N FROM SAN ANGELO.
 CB0029'8.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CB0029'COUNTY COURTHOUSE AT SAN ANGELO, TOM GREEN COUNTY, ONE POLE SOUTH OF
 CB0029'MILEPOST 710, 60 FEET SOUTHEAST OF BRIDGE NO. 710.0, 44 FEET EAST OF
 CB0029'THE CENTERLINE OF THE TRACK, 4 FEET EAST OF A TELEPHONE POLE, AND 1
 CB0029'FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED 1902.089 B 477 1935
 CB0029'AND SET IN THE TOP OF A CONCRETE POST.
 CB0029
 CB0029                          STATION RECOVERY (1940)
 CB0029
 CB0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0688 ***********************************************************************
 CA0688  DESIGNATION -  B 478
 CA0688  PID         -  CA0688
 CA0688  STATE/COUNTY-  TX/RUNNELS
 CA0688  USGS QUAD   -  BENOIT (1967)
 CA0688
 CA0688                         *CURRENT SURVEY CONTROL
 CA0688  ___________________________________________________________________
 CA0688* NAD 83(1986)-  31 47 36.     (N)    099 46 13.     (W)     SCALED    
 CA0688* NAVD 88     -       549.220  (meters)    1801.90   (feet)  ADJUSTED  
 CA0688  ___________________________________________________________________
 CA0688  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CA0688  DYNAMIC HT  -         548.490 (meters)    1799.50  (feet)  COMP
 CA0688  MODELED GRAV-     979,293.2   (mgal)                       NAVD 88
 CA0688
 CA0688  VERT ORDER  -  SECOND    CLASS 0
 CA0688
 CA0688.The horizontal coordinates were scaled from a topographic map and have
 CA0688.an estimated accuracy of +/- 6 seconds.
 CA0688
 CA0688.The orthometric height was determined by differential leveling
 CA0688.and adjusted by the National Geodetic Survey in June 1991..
 CA0688
 CA0688.The geoid height was determined by GEOID03.
 CA0688
 CA0688.The dynamic height is computed by dividing the NAVD 88
 CA0688.geopotential number by the normal gravity value computed on the
 CA0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0688.degrees latitude (g = 980.6199 gals.).
 CA0688
 CA0688.The modeled gravity was interpolated from observed gravity values.
 CA0688
 CA0688;                    North         East    Units  Estimated Accuracy
 CA0688;SPC TX C     - 3,235,900.      753,320.      MT  (+/- 180 meters Scaled)
 CA0688
 CA0688                          SUPERSEDED SURVEY CONTROL
 CA0688
 CA0688  NGVD 29 (??/??/92)  549.095  (m)         1801.49   (f) ADJ UNCH    2 0
 CA0688
 CA0688.Superseded values are not recommended for survey control.
 CA0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0688.See file dsdata.txt to determine how the superseded data were derived.
 CA0688
 CA0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA270177(NAD 83)
 CA0688_MARKER: DB = BENCH MARK DISK
 CA0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0688_STAMPING: 1801.378 B 478 1935
 CA0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0688+STABILITY: SURFACE MOTION
 CA0688
 CA0688  HISTORY     - Date     Condition        Report By
 CA0688  HISTORY     - 1935     MONUMENTED       CGS
 CA0688  HISTORY     - 1940     GOOD             NGS
 CA0688
 CA0688                          STATION DESCRIPTION
 CA0688
 CA0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0688'3.8 MI W FROM TALPA.
 CA0688'IN RUNNELS COUNTY, 3.8 MILES WEST ALONG THE GULF, COLORADO AND SANTA
 CA0688'FE RAILWAY FROM THE STATION AT TALPA, COLEMAN COUNTY, 3 POLES EAST OF
 CA0688'MILEPOST 25, 51 FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 67, 49
 CA0688'FEET NORTH OF THE CENTERLINE OF THE TRACK, 4 FEET EAST OF A GATE, 4
 CA0688'FEET SOUTH OF A POLE, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK,
 CA0688'STAMPED B 478 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0315 ***********************************************************************
 CS0315  DESIGNATION -  B 479
 CS0315  PID         -  CS0315
 CS0315  STATE/COUNTY-  TX/KAUFMAN
 CS0315  USGS QUAD   -  WILLS POINT (1981)
 CS0315
 CS0315                         *CURRENT SURVEY CONTROL
 CS0315  ___________________________________________________________________
 CS0315* NAD 83(1986)-  32 38 37.     (N)    096 06 30.     (W)     SCALED    
 CS0315* NAVD 88     -       136.510  (meters)     447.87   (feet)  ADJUSTED  
 CS0315  ___________________________________________________________________
 CS0315  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0315  DYNAMIC HT  -         136.356 (meters)     447.36  (feet)  COMP
 CS0315  MODELED GRAV-     979,511.0   (mgal)                       NAVD 88
 CS0315
 CS0315  VERT ORDER  -  SECOND    CLASS 0
 CS0315
 CS0315.The horizontal coordinates were scaled from a topographic map and have
 CS0315.an estimated accuracy of +/- 6 seconds.
 CS0315
 CS0315.The orthometric height was determined by differential leveling
 CS0315.and adjusted by the National Geodetic Survey in June 1991..
 CS0315
 CS0315.The geoid height was determined by GEOID03.
 CS0315
 CS0315.The dynamic height is computed by dividing the NAVD 88
 CS0315.geopotential number by the normal gravity value computed on the
 CS0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0315.degrees latitude (g = 980.6199 gals.).
 CS0315
 CS0315.The modeled gravity was interpolated from observed gravity values.
 CS0315
 CS0315;                    North         East    Units  Estimated Accuracy
 CS0315;SPC TXNC     - 2,110,890.      824,360.      MT  (+/- 180 meters Scaled)
 CS0315
 CS0315                          SUPERSEDED SURVEY CONTROL
 CS0315
 CS0315  NGVD 29 (??/??/92)  136.522  (m)          447.91   (f) ADJ UNCH    2 0
 CS0315
 CS0315.Superseded values are not recommended for survey control.
 CS0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0315.See file dsdata.txt to determine how the superseded data were derived.
 CS0315
 CS0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB712154(NAD 83)
 CS0315_MARKER: DB = BENCH MARK DISK
 CS0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0315_STAMPING: B 479 1948
 CS0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0315+STABILITY: SURFACE MOTION
 CS0315
 CS0315  HISTORY     - Date     Condition        Report By
 CS0315  HISTORY     - 1948     MONUMENTED       CGS
 CS0315
 CS0315                          STATION DESCRIPTION
 CS0315
 CS0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0315'IN HIRAM.
 CS0315'AT HIRAM, 192.0 FEET NORTH OF THE CENTER LINE OF A GRADED DIRT ROAD
 CS0315'LEADING EAST, 100.3 FEET SOUTHWEST OF THE WEST CORNER OF LOCUST GROVE
 CS0315'CHURCH, 92.2 FEET SOUTHWEST OF A FENCE CORNER WHICH IS AT THE EAST
 CS0315'CORNER OF LOCUST GROVE MEMORIAL PARK, 57.0 FEET NORTHWEST OF THE
 CS0315'CENTER LINE OF AN ASPHALT ROAD, 2.3 FEET SOUTHEAST OF A FENCE, 2.4
 CS0315'FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 CS0315'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0982 ***********************************************************************
 AB0982  DESIGNATION -  B 48
 AB0982  PID         -  AB0982
 AB0982  STATE/COUNTY-  TX/KENEDY
 AB0982  USGS QUAD   -  RUDOLPH (1982)
 AB0982
 AB0982                         *CURRENT SURVEY CONTROL
 AB0982  ___________________________________________________________________
 AB0982* NAD 83(1986)-  26 41 11.     (N)    097 46 08.     (W)     SCALED    
 AB0982* NAVD 88     -         8.607  (meters)      28.24   (feet)  ADJUSTED  
 AB0982  ___________________________________________________________________
 AB0982  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AB0982  DYNAMIC HT  -           8.593 (meters)      28.19  (feet)  COMP
 AB0982  MODELED GRAV-     979,061.3   (mgal)                       NAVD 88
 AB0982
 AB0982  VERT ORDER  -  FIRST     CLASS II
 AB0982
 AB0982.The horizontal coordinates were scaled from a topographic map and have
 AB0982.an estimated accuracy of +/- 6 seconds.
 AB0982
 AB0982.The orthometric height was determined by differential leveling
 AB0982.and adjusted by the National Geodetic Survey in June 1991..
 AB0982
 AB0982.The geoid height was determined by GEOID03.
 AB0982
 AB0982.The dynamic height is computed by dividing the NAVD 88
 AB0982.geopotential number by the normal gravity value computed on the
 AB0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0982.degrees latitude (g = 980.6199 gals.).
 AB0982
 AB0982.The modeled gravity was interpolated from observed gravity values.
 AB0982
 AB0982;                    North         East    Units  Estimated Accuracy
 AB0982;SPC TX S     - 5,113,190.      372,760.      MT  (+/- 180 meters Scaled)
 AB0982
 AB0982                          SUPERSEDED SURVEY CONTROL
 AB0982
 AB0982  NGVD 29 (??/??/92)    8.692  (m)           28.52   (f) ADJ UNCH    1 2
 AB0982
 AB0982.Superseded values are not recommended for survey control.
 AB0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0982.See file dsdata.txt to determine how the superseded data were derived.
 AB0982
 AB0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ224522(NAD 83)
 AB0982_MARKER: DB = BENCH MARK DISK
 AB0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0982_SP_SET: FOOTING
 AB0982_STAMPING: B 48 1917 ELEV 28.474 FT
 AB0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0982
 AB0982  HISTORY     - Date     Condition        Report By
 AB0982  HISTORY     - 1917     MONUMENTED       CGS
 AB0982  HISTORY     - 1951     GOOD             NGS
 AB0982  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0982  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0982  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0982
 AB0982                          STATION DESCRIPTION
 AB0982
 AB0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0982'7.0 MI S FROM NORIAS.
 AB0982'7.0 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0982'FROM THE STATION AT NORIAS, 12 FEET WEST OF THE WEST RAIL, SET IN THE
 AB0982'TOP OF THE NORTHEAST CORNER OF THE FOOTING OF THE NORTHEAST LEG OF THE
 AB0982'WATER TANK AT RUDOLPH SIDING, LEVEL WITH THE TOP OF THE GROUND. NOTE--
 AB0982'NOW THE SOUTHERN PACIFIC LINES.
 AB0982
 AB0982                          STATION RECOVERY (1981)
 AB0982
 AB0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0982'SEARCHED FOR, NOT RECOVERED.
 AB0982
 AB0982                          STATION RECOVERY (1987)
 AB0982
 AB0982'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0982'MARK NOT FOUND.
 AB0982
 AB0982                          STATION RECOVERY (1988)
 AB0982
 AB0982'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0270 ***********************************************************************
 CS0270  DESIGNATION -  B 480
 CS0270  PID         -  CS0270
 CS0270  STATE/COUNTY-  TX/KAUFMAN
 CS0270  USGS QUAD   -  CEDARVALE (1981)
 CS0270
 CS0270                         *CURRENT SURVEY CONTROL
 CS0270  ___________________________________________________________________
 CS0270* NAD 83(1986)-  32 33 06.     (N)    096 05 51.     (W)     SCALED    
 CS0270* NAVD 88     -       124.043  (meters)     406.96   (feet)  ADJUSTED  
 CS0270  ___________________________________________________________________
 CS0270  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0270  DYNAMIC HT  -         123.903 (meters)     406.51  (feet)  COMP
 CS0270  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 CS0270
 CS0270  VERT ORDER  -  SECOND    CLASS 0
 CS0270
 CS0270.The horizontal coordinates were scaled from a topographic map and have
 CS0270.an estimated accuracy of +/- 6 seconds.
 CS0270
 CS0270.The orthometric height was determined by differential leveling
 CS0270.and adjusted by the National Geodetic Survey in June 1991..
 CS0270
 CS0270.The geoid height was determined by GEOID03.
 CS0270
 CS0270.The dynamic height is computed by dividing the NAVD 88
 CS0270.geopotential number by the normal gravity value computed on the
 CS0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0270.degrees latitude (g = 980.6199 gals.).
 CS0270
 CS0270.The modeled gravity was interpolated from observed gravity values.
 CS0270
 CS0270;                    North         East    Units  Estimated Accuracy
 CS0270;SPC TXNC     - 2,100,720.      825,610.      MT  (+/- 180 meters Scaled)
 CS0270
 CS0270                          SUPERSEDED SURVEY CONTROL
 CS0270
 CS0270  NGVD 29 (??/??/92)  124.055  (m)          407.00   (f) ADJ UNCH    2 0
 CS0270
 CS0270.Superseded values are not recommended for survey control.
 CS0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0270.See file dsdata.txt to determine how the superseded data were derived.
 CS0270
 CS0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB725053(NAD 83)
 CS0270_MARKER: DB = BENCH MARK DISK
 CS0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0270_STAMPING: B 480 1948
 CS0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0270+STABILITY: SURFACE MOTION
 CS0270
 CS0270  HISTORY     - Date     Condition        Report By
 CS0270  HISTORY     - 1948     MONUMENTED       CGS
 CS0270
 CS0270                          STATION DESCRIPTION
 CS0270
 CS0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0270'1.5 MI SW FROM CEDARVALE.
 CS0270'0.3 MILE WEST ALONG A GRADED DIRT ROAD (PROPOSED ROUTE OF STATE
 CS0270'HIGHWAY 243) FROM THE CEDARVALE COTTON GIN AT CEDARVALE, THENCE 1.2
 CS0270'MILES SOUTH ALONG A GRADED DIRT ROAD, AT A ROAD JUNCTION, 176.0 FEET
 CS0270'WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 91.0 FEET NORTH OF THE
 CS0270'CENTER LINE OF A ROAD LEADING WEST, 3.2 FEET EAST OF THE SOUTHEAST
 CS0270'CORNER OF SOUTH BUIE SCHOOL, AND SET IN THE TOP OF A CONCRETE POST
 CS0270'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0020 ***********************************************************************
 AZ0020  DESIGNATION -  B 482
 AZ0020  PID         -  AZ0020
 AZ0020  STATE/COUNTY-  TX/EDWARDS
 AZ0020  USGS QUAD   -  HACKBERRY (1971)
 AZ0020
 AZ0020                         *CURRENT SURVEY CONTROL
 AZ0020  ___________________________________________________________________
 AZ0020* NAD 83(1986)-  29 53 25.     (N)    100 05 49.     (W)     SCALED    
 AZ0020* NAVD 88     -       602.836  (meters)    1977.80   (feet)  ADJUSTED  
 AZ0020  ___________________________________________________________________
 AZ0020  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 AZ0020  DYNAMIC HT  -         601.940 (meters)    1974.86  (feet)  COMP
 AZ0020  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 AZ0020
 AZ0020  VERT ORDER  -  SECOND    CLASS 0
 AZ0020
 AZ0020.The horizontal coordinates were scaled from a topographic map and have
 AZ0020.an estimated accuracy of +/- 6 seconds.
 AZ0020
 AZ0020.The orthometric height was determined by differential leveling
 AZ0020.and adjusted by the National Geodetic Survey in June 1991..
 AZ0020
 AZ0020.The geoid height was determined by GEOID03.
 AZ0020
 AZ0020.The dynamic height is computed by dividing the NAVD 88
 AZ0020.geopotential number by the normal gravity value computed on the
 AZ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0020.degrees latitude (g = 980.6199 gals.).
 AZ0020
 AZ0020.The modeled gravity was interpolated from observed gravity values.
 AZ0020
 AZ0020;                    North         East    Units  Estimated Accuracy
 AZ0020;SPC TXSC     - 4,228,460.      494,060.      MT  (+/- 180 meters Scaled)
 AZ0020
 AZ0020                          SUPERSEDED SURVEY CONTROL
 AZ0020
 AZ0020  NGVD 29 (??/??/92)  602.764  (m)         1977.57   (f) ADJ UNCH    2 0
 AZ0020
 AZ0020.Superseded values are not recommended for survey control.
 AZ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0020.See file dsdata.txt to determine how the superseded data were derived.
 AZ0020
 AZ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU940071(NAD 83)
 AZ0020_MARKER: DB = BENCH MARK DISK
 AZ0020_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0020_SP_SET: ROCK LEDGE
 AZ0020_STAMPING: B 482 1935
 AZ0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0020+STABILITY: POSITION/ELEVATION WELL
 AZ0020
 AZ0020  HISTORY     - Date     Condition        Report By
 AZ0020  HISTORY     - 1935     MONUMENTED       CGS
 AZ0020  HISTORY     - 1971     GOOD             USGS
 AZ0020
 AZ0020                          STATION DESCRIPTION
 AZ0020
 AZ0020'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0020'12.6 MI SE FROM ROCKSPRINGS.
 AZ0020'7.0 MILES SOUTHEAST ALONG ST. HWY 55 FROM JUNCTION WITH US 377 AT EAST
 AZ0020'EDGE OF ROCKSPRINGS, THENCE 5.6 MILES SOUTHEASTERLY ALONG OLD ST 55
 AZ0020'ROAD, AT A ROCK POINT ON THE SOUTHEAST BANK OF ORAN, 50 FEET SOUTHWEST
 AZ0020'OF CENTERLINE OF ROAD, IN THE TOP OF A ROCK LEDGE, AND ABOUT 5 FEET
 AZ0020'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0362 ***********************************************************************
 CS0362  DESIGNATION -  B 483
 CS0362  PID         -  CS0362
 CS0362  STATE/COUNTY-  TX/VAN ZANDT
 CS0362  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0362
 CS0362                         *CURRENT SURVEY CONTROL
 CS0362  ___________________________________________________________________
 CS0362* NAD 83(1986)-  32 23 40.     (N)    096 04 17.     (W)     SCALED    
 CS0362* NAVD 88     -       130.243  (meters)     427.31   (feet)  ADJUSTED  
 CS0362  ___________________________________________________________________
 CS0362  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0362  DYNAMIC HT  -         130.094 (meters)     426.82  (feet)  COMP
 CS0362  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 CS0362
 CS0362  VERT ORDER  -  SECOND    CLASS 0
 CS0362
 CS0362.The horizontal coordinates were scaled from a topographic map and have
 CS0362.an estimated accuracy of +/- 6 seconds.
 CS0362
 CS0362.The orthometric height was determined by differential leveling
 CS0362.and adjusted by the National Geodetic Survey in June 1991..
 CS0362
 CS0362.The geoid height was determined by GEOID03.
 CS0362
 CS0362.The dynamic height is computed by dividing the NAVD 88
 CS0362.geopotential number by the normal gravity value computed on the
 CS0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0362.degrees latitude (g = 980.6199 gals.).
 CS0362
 CS0362.The modeled gravity was interpolated from observed gravity values.
 CS0362
 CS0362;                    North         East    Units  Estimated Accuracy
 CS0362;SPC TXNC     - 2,083,350.      828,470.      MT  (+/- 180 meters Scaled)
 CS0362
 CS0362                          SUPERSEDED SURVEY CONTROL
 CS0362
 CS0362  NGVD 29 (??/??/92)  130.250  (m)          427.33   (f) ADJ UNCH    2 0
 CS0362
 CS0362.Superseded values are not recommended for survey control.
 CS0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0362.See file dsdata.txt to determine how the superseded data were derived.
 CS0362
 CS0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA754879(NAD 83)
 CS0362_MARKER: DB = BENCH MARK DISK
 CS0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0362_STAMPING: B 483 1948
 CS0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0362+STABILITY: SURFACE MOTION
 CS0362
 CS0362  HISTORY     - Date     Condition        Report By
 CS0362  HISTORY     - 1948     MONUMENTED       CGS
 CS0362  HISTORY     - 19950912 GOOD             USPSQD
 CS0362
 CS0362                          STATION DESCRIPTION
 CS0362
 CS0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0362'2.65 MI NE FROM MABANK.
 CS0362'2.65 MILES NORTHEAST ALONG STATE HIGHWAY 198 FROM THE TEXAS AND NEW
 CS0362'ORLEANS RAILROAD STATION AT MABANK, AT A JUNCTION WITH A ROAD LEADING
 CS0362'EAST, 101.7 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 31.0
 CS0362'FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST, 26.1
 CS0362'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 8.5 FEET
 CS0362'SOUTHWEST OF A 6 INCH PEAR TREE, 1.5 FEET NORTHEAST OF A REFERENCE
 CS0362'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CS0362'THE GROUND.
 CS0362
 CS0362                          STATION RECOVERY (1995)
 CS0362
 CS0362'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0316 ***********************************************************************
 BY0316  DESIGNATION -  B 484
 BY0316  PID         -  BY0316
 BY0316  STATE/COUNTY-  TX/NACOGDOCHES
 BY0316  USGS QUAD   -  ETOILE NORTH (1984)
 BY0316
 BY0316                         *CURRENT SURVEY CONTROL
 BY0316  ___________________________________________________________________
 BY0316* NAD 83(1986)-  31 27 53.     (N)    094 24 58.     (W)     SCALED    
 BY0316* NAVD 88     -       102.24   (+/-2cm)     335.4    (feet)  VERTCON   
 BY0316  ___________________________________________________________________
 BY0316  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY0316
 BY0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0316
 BY0316.The horizontal coordinates were scaled from a topographic map and have
 BY0316.an estimated accuracy of +/- 6 seconds.
 BY0316
 BY0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0316.The vertical order pertains to the NGVD 29 superseded value.
 BY0316
 BY0316.The geoid height was determined by GEOID03.
 BY0316
 BY0316;                    North         East    Units  Estimated Accuracy
 BY0316;SPC TX C     - 3,214,280.    1,262,050.      MT  (+/- 180 meters Scaled)
 BY0316
 BY0316                          SUPERSEDED SURVEY CONTROL
 BY0316
 BY0316  NGVD 29 (??/??/92)  102.280  (m)          335.56   (f) ADJ UNCH    2 0
 BY0316
 BY0316.Superseded values are not recommended for survey control.
 BY0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0316.See file dsdata.txt to determine how the superseded data were derived.
 BY0316
 BY0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ654819(NAD 83)
 BY0316_MARKER: DB = BENCH MARK DISK
 BY0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0316_STAMPING: B 484 1948
 BY0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0316+STABILITY: SURFACE MOTION
 BY0316
 BY0316  HISTORY     - Date     Condition        Report By
 BY0316  HISTORY     - 1948     MONUMENTED       CGS
 BY0316  HISTORY     - 19980919 GOOD             USPSQD
 BY0316
 BY0316                          STATION DESCRIPTION
 BY0316
 BY0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0316'5.3 MI SW FROM CHIRENO.
 BY0316'5.3 MILES SOUTHWEST ALONG THE CHIRENO-ETOILE ROAD FROM THE METHODIST
 BY0316'CHURCH AT CHIRENO, 1.15 MILES WEST OF THE CROSSING OF THE ANGELINA AND
 BY0316'NECHES RIVER RAILROAD, 75 YARDS (PACED) EAST OF THE CENTER OF A CURVE,
 BY0316'224.1 FEET WEST OF THE WEST END OF THE NORTH STONE HEADWALL OF AN
 BY0316'18-INCH CONCRETE TILE CULVERT, 49.0 FEET NORTH OF THE CENTER LINE OF
 BY0316'THE ROAD, 33.0 FEET NORTHEAST OF A 24-INCH OAK TREE, 1.6 FEET EAST OF
 BY0316'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0316'FOOT ABOVE THE GROUND.
 BY0316
 BY0316                          STATION RECOVERY (1998)
 BY0316
 BY0316'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1047 ***********************************************************************
 BY1047  DESIGNATION -  B 485
 BY1047  PID         -  BY1047
 BY1047  STATE/COUNTY-  TX/ANGELINA
 BY1047  USGS QUAD   -  PLATT (1980)
 BY1047
 BY1047                         *CURRENT SURVEY CONTROL
 BY1047  ___________________________________________________________________
 BY1047* NAD 83(1986)-  31 24 25.     (N)    094 37 17.     (W)     SCALED    
 BY1047* NAVD 88     -        76.72   (+/-2cm)     251.7    (feet)  VERTCON   
 BY1047  ___________________________________________________________________
 BY1047  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY1047
 BY1047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1047
 BY1047.The horizontal coordinates were scaled from a topographic map and have
 BY1047.an estimated accuracy of +/- 6 seconds.
 BY1047
 BY1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1047.The vertical order pertains to the NGVD 29 superseded value.
 BY1047
 BY1047.The geoid height was determined by GEOID03.
 BY1047
 BY1047;                    North         East    Units  Estimated Accuracy
 BY1047;SPC TX C     - 3,206,860.    1,242,900.      MT  (+/- 180 meters Scaled)
 BY1047
 BY1047                          SUPERSEDED SURVEY CONTROL
 BY1047
 BY1047  NGVD 29 (??/??/92)   76.777  (m)          251.89   (f) ADJ UNCH    2 0
 BY1047
 BY1047.Superseded values are not recommended for survey control.
 BY1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1047.See file dsdata.txt to determine how the superseded data were derived.
 BY1047
 BY1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ458758(NAD 83)
 BY1047_MARKER: DB = BENCH MARK DISK
 BY1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1047_STAMPING: B 485 1949
 BY1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1047+STABILITY: SURFACE MOTION
 BY1047
 BY1047  HISTORY     - Date     Condition        Report By
 BY1047  HISTORY     - 1949     MONUMENTED       CGS
 BY1047  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1047
 BY1047                          STATION DESCRIPTION
 BY1047
 BY1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1047'7.90 MI NE FROM HERTY.
 BY1047'3.0 MILES EAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1047'SOUTHLAND PAPER MILLS WATER TANK AT HERTY, THENCE 4.25 MILES NORTH
 BY1047'ALONG A GRADED DIRT ROAD, THENCE 0.65 MILE NORTHEAST ALONG A GRADED
 BY1047'DIRT ROAD, AT A ROAD INTERSECTION, 50.0 FEET SOUTHEAST OF THE CENTER
 BY1047'LINE OF THE NORTHEAST-SOUTHWEST ROAD, 29.0 FEET NORTH OF THE CENTER
 BY1047'LINE OF AN EAST-WEST ROAD, 5.0 FEET SOUTHWEST OF A 14-INCH PINE TREE,
 BY1047'2.5 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY1047'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1047
 BY1047                          STATION RECOVERY (1998)
 BY1047
 BY1047'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1048 ***********************************************************************
 BY1048  DESIGNATION -  B 485 RESET 1967
 BY1048  PID         -  BY1048
 BY1048  STATE/COUNTY-  TX/ANGELINA
 BY1048  USGS QUAD   -  PLATT (1980)
 BY1048
 BY1048                         *CURRENT SURVEY CONTROL
 BY1048  ___________________________________________________________________
 BY1048* NAD 83(1986)-  31 24 25.     (N)    094 37 17.     (W)     SCALED    
 BY1048* NAVD 88     -        76.50   (+/-2cm)     251.0    (feet)  VERTCON   
 BY1048  ___________________________________________________________________
 BY1048  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY1048
 BY1048  VERT ORDER  -  THIRD (See Below)
 BY1048
 BY1048.The horizontal coordinates were scaled from a topographic map and have
 BY1048.an estimated accuracy of +/- 6 seconds.
 BY1048
 BY1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1048.The vertical order pertains to the NGVD 29 superseded value.
 BY1048
 BY1048.The geoid height was determined by GEOID03.
 BY1048
 BY1048;                    North         East    Units  Estimated Accuracy
 BY1048;SPC TX C     - 3,206,860.    1,242,900.      MT  (+/- 180 meters Scaled)
 BY1048
 BY1048                          SUPERSEDED SURVEY CONTROL
 BY1048
 BY1048  NGVD 29 (01/29/03)   76.56   (m)          251.2    (f) RESET       3  
 BY1048
 BY1048.Superseded values are not recommended for survey control.
 BY1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1048.See file dsdata.txt to determine how the superseded data were derived.
 BY1048
 BY1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ458758(NAD 83)
 BY1048_MARKER: DB = BENCH MARK DISK
 BY1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1048_STAMPING: B 485 1949
 BY1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1048+STABILITY: SURFACE MOTION
 BY1048
 BY1048  HISTORY     - Date     Condition        Report By
 BY1048  HISTORY     - 1967     MONUMENTED       CGS
 BY1048  HISTORY     - 1967     GOOD             NGS
 BY1048  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1048
 BY1048                          STATION DESCRIPTION
 BY1048
 BY1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BY1048'7.9 MI NE FROM HERTY.
 BY1048'3 MILES EAST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1048'SOUTHLAND PAPER MILLS WATER TANK AT HERTY, THENCE 4.25 MILES NORTH
 BY1048'ALONG A GRADED DIRT ROAD, THENCE 0.65 MILES NORTHEAST ALONG F.M.
 BY1048'HIGHWAY 842, AT A ROAD INTERSECTION, 50 FEET SOUTHEAST OF ENGINEERS
 BY1048'STATION 315+48 OF THE F.M. HIGHWAY 842 CENTER LINE, 7 NORTHWEST OF A
 BY1048'PINE TREE WITH WITNESS MARK ATTACHED, SET IN THE TOP OF A CONCRETE
 BY1048'POST PROJECTING 0.5 FOOT.
 BY1048
 BY1048                          STATION RECOVERY (1998)
 BY1048
 BY1048'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0145 ***********************************************************************
 BY0145  DESIGNATION -  B 486
 BY0145  PID         -  BY0145
 BY0145  STATE/COUNTY-  TX/SHELBY
 BY0145  USGS QUAD   -  ARCADIA (1984)
 BY0145
 BY0145                         *CURRENT SURVEY CONTROL
 BY0145  ___________________________________________________________________
 BY0145* NAD 83(1986)-  31 47 13.     (N)    094 20 19.     (W)     SCALED    
 BY0145* NAVD 88     -       118.03   (+/-2cm)     387.2    (feet)  VERTCON   
 BY0145  ___________________________________________________________________
 BY0145  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY0145
 BY0145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0145
 BY0145.The horizontal coordinates were scaled from a topographic map and have
 BY0145.an estimated accuracy of +/- 6 seconds.
 BY0145
 BY0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0145.The vertical order pertains to the NGVD 29 superseded value.
 BY0145
 BY0145.The geoid height was determined by GEOID03.
 BY0145
 BY0145;                    North         East    Units  Estimated Accuracy
 BY0145;SPC TX C     - 3,250,350.    1,267,480.      MT  (+/- 180 meters Scaled)
 BY0145
 BY0145                          SUPERSEDED SURVEY CONTROL
 BY0145
 BY0145  NGVD 29 (??/??/92)  118.037  (m)          387.26   (f) ADJ UNCH    2 0
 BY0145
 BY0145.Superseded values are not recommended for survey control.
 BY0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0145.See file dsdata.txt to determine how the superseded data were derived.
 BY0145
 BY0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR732176(NAD 83)
 BY0145_MARKER: DB = BENCH MARK DISK
 BY0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0145_STAMPING: B 486 1949
 BY0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0145+STABILITY: SURFACE MOTION
 BY0145
 BY0145  HISTORY     - Date     Condition        Report By
 BY0145  HISTORY     - 1949     MONUMENTED       CGS
 BY0145
 BY0145                          STATION DESCRIPTION
 BY0145
 BY0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0145'1.7 MI N FROM ARCADA.
 BY0145'1.7 MILES NORTH ALONG THE ARCADA-HUBERT ROAD FROM THE MISSIONARY
 BY0145'BAPTIST CHURCH AT ARCADA, AT A JUNCTION WITH A ROAD LEADING WEST,
 BY0145'140.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING WEST
 BY0145'(MEASURED FROM A POINT ALONG THE SOUTHWEST SIDE OF THE JUNCTION), 82.6
 BY0145'FEET NORTHEAST OF THE CENTER OF A WELL, 56.0 FEET EAST OF THE CENTER
 BY0145'LINE OF THE ARCADA-HUBERT ROAD, 9.8 FEET NORTH OF THE NORTH END OF A
 BY0145'WIRE GATE ACROSS A TRAIL LEADING EAST, 1.9 FEET WEST OF A FENCE, 1.6
 BY0145'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0145'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0849 ***********************************************************************
 BY0849  DESIGNATION -  B 488
 BY0849  PID         -  BY0849
 BY0849  STATE/COUNTY-  TX/ANGELINA
 BY0849  USGS QUAD   -  DIBOLL (1980)
 BY0849
 BY0849                         *CURRENT SURVEY CONTROL
 BY0849  ___________________________________________________________________
 BY0849* NAD 83(1986)-  31 13 49.     (N)    094 45 11.     (W)     SCALED    
 BY0849* NAVD 88     -        86.10   (+/-2cm)     282.5    (feet)  VERTCON   
 BY0849  ___________________________________________________________________
 BY0849  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0849
 BY0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0849
 BY0849.This mark is at Angelina Co (LFK) Airport (LFK)
 BY0849
 BY0849.The horizontal coordinates were scaled from a topographic map and have
 BY0849.an estimated accuracy of +/- 6 seconds.
 BY0849
 BY0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0849.The vertical order pertains to the NGVD 29 superseded value.
 BY0849
 BY0849.The geoid height was determined by GEOID03.
 BY0849
 BY0849;                    North         East    Units  Estimated Accuracy
 BY0849;SPC TX C     - 3,186,670.    1,231,370.      MT  (+/- 180 meters Scaled)
 BY0849
 BY0849                          SUPERSEDED SURVEY CONTROL
 BY0849
 BY0849  NGVD 29 (??/??/92)   86.139  (m)          282.61   (f) ADJ UNCH    2 0
 BY0849
 BY0849.Superseded values are not recommended for survey control.
 BY0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0849.See file dsdata.txt to determine how the superseded data were derived.
 BY0849
 BY0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ330564(NAD 83)
 BY0849_MARKER: DB = BENCH MARK DISK
 BY0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0849_STAMPING: B 488 1949
 BY0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0849+STABILITY: SURFACE MOTION
 BY0849
 BY0849  HISTORY     - Date     Condition        Report By
 BY0849  HISTORY     - 1949     MONUMENTED       CGS
 BY0849  HISTORY     - 1971     GOOD             NGS
 BY0849  HISTORY     - 1975     GOOD             NGS
 BY0849  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0849
 BY0849                          STATION DESCRIPTION
 BY0849
 BY0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BY0849'1 MI E FROM BURKE.
 BY0849'1 MILE EAST OF THE TEXAS AND NEW ORLEANS RAILROAD STATION AT BURKE, AT
 BY0849'THE ANGELINA COUNTY AIRPORT, 95.8 FEET NORTH OF THE NORTH END OF THE
 BY0849'ADMINISTRATION BUILDING, 78.8 FEET WEST OF THE WEST CORNER OF A SMALL
 BY0849'CONCRETE BLOCK BUILDING, 55.9 FEET NORTHEAST OF THE NORTH END OF A
 BY0849'GATE ON THE NORTH SIDE OF ROAD, 30 FEET NORTH OF THE NORTHWEST CORNER
 BY0849'OF A CONCRETE FOUNDATION FOR A GAS PUMP, A STANDARD BENCH MARK DISK
 BY0849'SET IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING 3 INCHES ABOVE
 BY0849'THE GROUND.  NOTE-- THE NORTH SIDE OF THE CONCRETE HAS BEEN KNOCKED
 BY0849'OFF BUT THE MARK APPEARS TO BE IN GOOD CONDITION, IT IS STAMPED B 488
 BY0849'1949.
 BY0849
 BY0849                          STATION RECOVERY (1975)
 BY0849
 BY0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BY0849'RECOVERED IN GOOD CONDITION.
 BY0849
 BY0849                          STATION RECOVERY (1998)
 BY0849
 BY0849'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0491 ***********************************************************************
 BY0491  DESIGNATION -  B 489
 BY0491  PID         -  BY0491
 BY0491  STATE/COUNTY-  TX/ANGELINA
 BY0491  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0491
 BY0491                         *CURRENT SURVEY CONTROL
 BY0491  ___________________________________________________________________
 BY0491* NAD 83(1986)-  31 17 32.     (N)    094 27 15.     (W)     SCALED    
 BY0491* NAVD 88     -        67.18   (+/-2cm)     220.4    (feet)  VERTCON   
 BY0491  ___________________________________________________________________
 BY0491  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BY0491
 BY0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0491
 BY0491.The horizontal coordinates were scaled from a topographic map and have
 BY0491.an estimated accuracy of +/- 6 seconds.
 BY0491
 BY0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0491.The vertical order pertains to the NGVD 29 superseded value.
 BY0491
 BY0491.The geoid height was determined by GEOID03.
 BY0491
 BY0491;                    North         East    Units  Estimated Accuracy
 BY0491;SPC TX C     - 3,194,990.    1,259,450.      MT  (+/- 180 meters Scaled)
 BY0491
 BY0491                          SUPERSEDED SURVEY CONTROL
 BY0491
 BY0491  NGVD 29 (??/??/92)   67.216  (m)          220.52   (f) ADJ UNCH    2 0
 BY0491
 BY0491.Superseded values are not recommended for survey control.
 BY0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0491.See file dsdata.txt to determine how the superseded data were derived.
 BY0491
 BY0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ615629(NAD 83)
 BY0491_MARKER: DB = BENCH MARK DISK
 BY0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0491_STAMPING: B 489 1949
 BY0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0491+STABILITY: SURFACE MOTION
 BY0491
 BY0491  HISTORY     - Date     Condition        Report By
 BY0491  HISTORY     - 1949     MONUMENTED       CGS
 BY0491  HISTORY     - 1978     GOOD             USGS
 BY0491  HISTORY     - 19980919 GOOD             USPSQD
 BY0491
 BY0491                          STATION DESCRIPTION
 BY0491
 BY0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0491'2.35 MI NW FROM ORA.
 BY0491'0.4 MILE WEST ALONG A GRADED DIRT ROAD FROM THE BAPTIST CHURCH AT ORA,
 BY0491'THENCE 1.95 MILES NORTHWEST ALONG A GRADED DIRT ROAD, AT A CEMETERY,
 BY0491'227.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 20.0 FEET EAST OF
 BY0491'THE CENTER OF THE GATE AT THE ENTRANCE TO THE CEMETERY, 13.0 FEET
 BY0491'NORTHWEST OF AN 18-INCH HICKORY TREE, 10.2 FEET EAST OF A 20-INCH OAK
 BY0491'TREE, 1.8 FEET EAST OF A REFERENCE POST, 1.2 FEET SOUTH OF A FENCE,
 BY0491'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 BY0491'GROUND.
 BY0491
 BY0491                          STATION RECOVERY (1978)
 BY0491
 BY0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BY0491'2.2 MILES NORTHWEST ALONG FARM ROAD 2109 FROM THE STORE AT ORA,
 BY0491'THENCE 1.1 MILES NORTHWEST ALONG GRADED ROAD, THENCE 0.2 MILE
 BY0491'NORTHEAST ALONG GRADED ROAD. IN THE SHOFNER CEMETERY, 218 FT.
 BY0491'NORTHWEST OF THE ROAD, 26.0 FT. NORTH OF PAVED CEMETERY ROAD, 13.0
 BY0491'FT. NORTHWEST OF A LARGE HICKORY TREE, 10.0 FT. EAST OF A LARGE OAK
 BY0491'TREE, A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0491'0.5 FT. ABOVE THE GROUND.
 BY0491
 BY0491                          STATION RECOVERY (1998)
 BY0491
 BY0491'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0002 ***********************************************************************
 AB0002  DESIGNATION -  B 49 RP 44 IBWC
 AB0002  PID         -  AB0002
 AB0002  STATE/COUNTY-  TX/CAMERON
 AB0002  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0002
 AB0002                         *CURRENT SURVEY CONTROL
 AB0002  ___________________________________________________________________
 AB0002* NAD 83(1986)-  25 53 56.     (N)    097 29 29.     (W)     SCALED    
 AB0002* NAVD 88     -        10.629  (meters)      34.87   (feet)  ADJUSTED  
 AB0002  ___________________________________________________________________
 AB0002  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 AB0002  DYNAMIC HT  -          10.612 (meters)      34.82  (feet)  COMP
 AB0002  MODELED GRAV-     979,024.9   (mgal)                       NAVD 88
 AB0002
 AB0002  VERT ORDER  -  FIRST     CLASS II
 AB0002
 AB0002.The horizontal coordinates were scaled from a topographic map and have
 AB0002.an estimated accuracy of +/- 6 seconds.
 AB0002
 AB0002.The orthometric height was determined by differential leveling
 AB0002.and adjusted by the National Geodetic Survey in June 1991..
 AB0002.WARNING-Repeat measurements at this control monument indicate possible
 AB0002.vertical movement.
 AB0002
 AB0002.The geoid height was determined by GEOID03.
 AB0002
 AB0002.The dynamic height is computed by dividing the NAVD 88
 AB0002.geopotential number by the normal gravity value computed on the
 AB0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0002.degrees latitude (g = 980.6199 gals.).
 AB0002
 AB0002.The modeled gravity was interpolated from observed gravity values.
 AB0002
 AB0002;                    North         East    Units  Estimated Accuracy
 AB0002;SPC TX S     - 5,026,130.      401,070.      MT  (+/- 180 meters Scaled)
 AB0002
 AB0002                          SUPERSEDED SURVEY CONTROL
 AB0002
 AB0002  NGVD 29 (??/??/92)   10.723  (m)           35.18   (f) ADJ UNCH    1 2
 AB0002
 AB0002.Superseded values are not recommended for survey control.
 AB0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0002.See file dsdata.txt to determine how the superseded data were derived.
 AB0002
 AB0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP511653(NAD 83)
 AB0002_MARKER: Z = SEE DESCRIPTION
 AB0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0002_MARK LOGO: IBWC  
 AB0002_PROJECTION: PROJECTING 30 CENTIMETERS
 AB0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0002+STABILITY: SURFACE MOTION
 AB0002
 AB0002  HISTORY     - Date     Condition        Report By
 AB0002  HISTORY     - UNK      MONUMENTED       IBC
 AB0002  HISTORY     - 1951     GOOD             NGS
 AB0002  HISTORY     - 1981     GOOD             NGS
 AB0002  HISTORY     - 1987     GOOD             USPSQD
 AB0002  HISTORY     - 1988     GOOD             USPSQD
 AB0002  HISTORY     - 1990     POOR             USPSQD
 AB0002
 AB0002                          STATION DESCRIPTION
 AB0002
 AB0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0002'IN BROWNSVILLE.
 AB0002'4 BLOCKS NORTHEAST ALONG 14TH STREET FROM THE GATEWAY BRIDGE AT
 AB0002'BROWNSVILLE, THENCE 0.1 MILE SOUTHEAST ALONG JEFFERSON STREET, THENCE
 AB0002'0.15 MILE SOUTHEAST ALONG HEINTZEIMAN ROAD, AT THE FORT BROWNSVILLE
 AB0002'RESERVATION WHICH IS NOW OCCUPIED BY TEXAS SOUTHMOST COLLEGE, 117.4
 AB0002'FEET WEST OF TRIANGULATION STATION BROWNSVILLE LONGITUDE, 14.4 FEET
 AB0002'NORTHWEST OF THE NORTHWEST EDGE OF THE DOOR TO THE EVENING SCHOOL
 AB0002'OFFICE, 5.5 FEET NORTHWEST OF THE NORTH CORNER OF THE OLD FORT BROWN
 AB0002'HOSPITAL, SET IN THE TOP OF A CONCRETE POST WHICH IS INSCRIBED RP 44
 AB0002'AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AB0002
 AB0002                          STATION RECOVERY (1981)
 AB0002
 AB0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0002'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB0002'POST OFFICE IN BROWNSVILLE, THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG
 AB0002'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 0.2 KM (0.15 MI)
 AB0002'SOUTHEAST ALONG RIDGELY ROAD, THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG A
 AB0002'PAVED STREET TO THE NORTH CORNER OF THE OLD FORT BROWN HOSPITAL, WHICH
 AB0002'IS WEST OF THE SOUTHWEST CORNER OF BUILDING 95-A 95-B , THE MARK IS A
 AB0002'0.1 METER (0.35 IN) IRON PLATE SET IN THE TOP OF A SQUARE CONCRETE
 AB0002'POST INSCRIBED RP 44 WHICH PROJECTS O.3 METERS (1.0 FT), 41.6 METERS
 AB0002'(136.5 FT) EAST OF A FLAGPOLE, 4.4 METERS (14.5 FT) NORTHWEST OF THE
 AB0002'NORTHWEST EDGE OF THE ENTRANCE DOOR TO THE OLD EVENING SCHOOL OFFICE
 AB0002'BUILDING, 2.0 METERS (5.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AB0002'OLD FORT BROWN HOSPITAL, 0.3 METER (1.0 FT) SOUTH SOUTHWEST OF THE
 AB0002'SOUTH SOUTHWEST EDGE OF A SIDEWALK, AND 35.7 METERS (117.4 FT) WEST OF
 AB0002'TRIANGULATION STATION BROWNSVILLE LONGITUDE.
 AB0002'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 AB0002
 AB0002                          STATION RECOVERY (1987)
 AB0002
 AB0002'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0002'RECOVERED IN GOOD CONDITION.
 AB0002
 AB0002                          STATION RECOVERY (1988)
 AB0002
 AB0002'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AB0002'RECOVERED IN GOOD CONDITION.
 AB0002
 AB0002                          STATION RECOVERY (1990)
 AB0002
 AB0002'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0002'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0924 ***********************************************************************
 BY0924  DESIGNATION -  B 490
 BY0924  PID         -  BY0924
 BY0924  STATE/COUNTY-  TX/ANGELINA
 BY0924  USGS QUAD   -  MANNING (1980)
 BY0924
 BY0924                         *CURRENT SURVEY CONTROL
 BY0924  ___________________________________________________________________
 BY0924* NAD 83(1986)-  31 12 17.     (N)    094 32 23.     (W)     SCALED    
 BY0924* NAVD 88     -        76.64   (+/-2cm)     251.4    (feet)  VERTCON   
 BY0924  ___________________________________________________________________
 BY0924  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BY0924
 BY0924  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0924
 BY0924.The horizontal coordinates were scaled from a topographic map and have
 BY0924.an estimated accuracy of +/- 6 seconds.
 BY0924
 BY0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0924.The vertical order pertains to the NGVD 29 superseded value.
 BY0924
 BY0924.The geoid height was determined by GEOID03.
 BY0924
 BY0924;                    North         East    Units  Estimated Accuracy
 BY0924;SPC TX C     - 3,184,880.    1,251,820.      MT  (+/- 180 meters Scaled)
 BY0924
 BY0924                          SUPERSEDED SURVEY CONTROL
 BY0924
 BY0924  NGVD 29 (??/??/92)   76.669  (m)          251.54   (f) ADJ UNCH    2 0
 BY0924
 BY0924.Superseded values are not recommended for survey control.
 BY0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0924.See file dsdata.txt to determine how the superseded data were derived.
 BY0924
 BY0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ533533(NAD 83)
 BY0924_MARKER: DB = BENCH MARK DISK
 BY0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0924_STAMPING: B 490 1949
 BY0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0924+STABILITY: SURFACE MOTION
 BY0924
 BY0924  HISTORY     - Date     Condition        Report By
 BY0924  HISTORY     - 1949     MONUMENTED       CGS
 BY0924
 BY0924                          STATION DESCRIPTION
 BY0924
 BY0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0924'1.95 MI N FROM SHAWNEE PRAIRIE.
 BY0924'1.95 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL
 BY0924'AT SHAWNEE PRAIRIE, AT A JUNCTION WITH A DIM ROAD LEADING WEST, 183.0
 BY0924'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE WILL THOMAS FARM HOME,
 BY0924'124.0 FEET EAST OF THE CENTER OF A WOODEN GATE ACROSS THE ENTRANCE TO
 BY0924'THE FARMYARD, 85.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 BY0924'ROAD, 38.0 FEET WEST OF A FENCE CORNER POST, 16.0 FEET NORTH OF THE
 BY0924'CENTER LINE OF THE DIM ROAD LEADING WEST, 10.6 FEET SOUTH OF A 14-INCH
 BY0924'PINE TREE, 1.7 FEET NORTH OF A REFERENCE POST, 1.0 FOOT NORTH OF A
 BY0924'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 BY0924'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0506 ***********************************************************************
 BY0506  DESIGNATION -  B 491
 BY0506  PID         -  BY0506
 BY0506  STATE/COUNTY-  TX/ANGELINA
 BY0506  USGS QUAD   -  ZAVALLA (1984)
 BY0506
 BY0506                         *CURRENT SURVEY CONTROL
 BY0506  ___________________________________________________________________
 BY0506* NAD 83(1986)-  31 10 24.     (N)    094 24 48.     (W)     SCALED    
 BY0506* NAVD 88     -        87.19   (+/-2cm)     286.1    (feet)  VERTCON   
 BY0506  ___________________________________________________________________
 BY0506  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BY0506
 BY0506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0506
 BY0506.The horizontal coordinates were scaled from a topographic map and have
 BY0506.an estimated accuracy of +/- 6 seconds.
 BY0506
 BY0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0506.The vertical order pertains to the NGVD 29 superseded value.
 BY0506
 BY0506.The geoid height was determined by GEOID03.
 BY0506
 BY0506;                    North         East    Units  Estimated Accuracy
 BY0506;SPC TX C     - 3,182,030.    1,264,030.      MT  (+/- 180 meters Scaled)
 BY0506
 BY0506                          SUPERSEDED SURVEY CONTROL
 BY0506
 BY0506  NGVD 29 (??/??/92)   87.212  (m)          286.13   (f) ADJ UNCH    2 0
 BY0506
 BY0506.Superseded values are not recommended for survey control.
 BY0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0506.See file dsdata.txt to determine how the superseded data were derived.
 BY0506
 BY0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ653496(NAD 83)
 BY0506_MARKER: DB = BENCH MARK DISK
 BY0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0506_STAMPING: B 491 1949
 BY0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0506+STABILITY: SURFACE MOTION
 BY0506
 BY0506  HISTORY     - Date     Condition        Report By
 BY0506  HISTORY     - 1949     MONUMENTED       CGS
 BY0506
 BY0506                          STATION DESCRIPTION
 BY0506
 BY0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0506'1.5 MI NE FROM ZAVALLA.
 BY0506'0.4 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0506'RAILROAD STATION AT ZAVALLA, THENCE 1.1 MILES NORTH ALONG A GRADED
 BY0506'DIRT ROAD, AT THE DORA GEORGE FARM HOME, 72.4 FEET SOUTHWEST OF THE
 BY0506'SOUTHWEST CORNER OF THE HOUSE, 41.0 FEET EAST OF THE CENTER LINE OF
 BY0506'THE ROAD, 20.0 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVE,
 BY0506'19.0 FEET NORTHEAST OF A FENCE CORNER, 1.2 FEET SOUTHWEST OF A
 BY0506'REFERENCE POST, 0.8 FOOT NORTHWEST OF A FENCE, AND SET IN THE TOP OF A
 BY0506'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0595 ***********************************************************************
 BY0595  DESIGNATION -  B 492
 BY0595  PID         -  BY0595
 BY0595  STATE/COUNTY-  TX/ANGELINA
 BY0595  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0595
 BY0595                         *CURRENT SURVEY CONTROL
 BY0595  ___________________________________________________________________
 BY0595* NAD 83(1986)-  31 05 36.     (N)    094 19 35.     (W)     SCALED    
 BY0595* NAVD 88     -        45.49   (+/-2cm)     149.2    (feet)  VERTCON   
 BY0595  ___________________________________________________________________
 BY0595  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BY0595
 BY0595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0595
 BY0595.The horizontal coordinates were scaled from a topographic map and have
 BY0595.an estimated accuracy of +/- 6 seconds.
 BY0595
 BY0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0595.The vertical order pertains to the NGVD 29 superseded value.
 BY0595
 BY0595.The geoid height was determined by GEOID03.
 BY0595
 BY0595;                    North         East    Units  Estimated Accuracy
 BY0595;SPC TX C     - 3,173,620.    1,272,780.      MT  (+/- 180 meters Scaled)
 BY0595
 BY0595                          SUPERSEDED SURVEY CONTROL
 BY0595
 BY0595  NGVD 29 (??/??/92)   45.505  (m)          149.29   (f) ADJ UNCH    2 0
 BY0595
 BY0595.Superseded values are not recommended for survey control.
 BY0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0595.See file dsdata.txt to determine how the superseded data were derived.
 BY0595
 BY0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ734407(NAD 83)
 BY0595_MARKER: DB = BENCH MARK DISK
 BY0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0595_STAMPING: B 492 1949
 BY0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0595+STABILITY: SURFACE MOTION
 BY0595
 BY0595  HISTORY     - Date     Condition        Report By
 BY0595  HISTORY     - 1949     MONUMENTED       CGS
 BY0595
 BY0595                          STATION DESCRIPTION
 BY0595
 BY0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0595'12.25 MI E FROM ZAVALLA.
 BY0595'5.0 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0595'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.3 MILES EAST
 BY0595'ALONG A GRADED DIRT ROAD, THENCE 0.65 MILES NORTHWEST ALONG A DIRT
 BY0595'ROAD, THENCE 5.3 MILES EAST CORNER OF A WOODEN BRIDGE OVER BIG CREEK,
 BY0595'27.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A
 BY0595'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 BY0595'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0579 ***********************************************************************
 BY0579  DESIGNATION -  B 493
 BY0579  PID         -  BY0579
 BY0579  STATE/COUNTY-  TX/JASPER
 BY0579  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0579
 BY0579                         *CURRENT SURVEY CONTROL
 BY0579  ___________________________________________________________________
 BY0579* NAD 83(1986)-  31 02 42.     (N)    094 16 22.     (W)     SCALED    
 BY0579* NAVD 88     -        61.72   (+/-2cm)     202.5    (feet)  VERTCON   
 BY0579  ___________________________________________________________________
 BY0579  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BY0579
 BY0579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0579
 BY0579.The horizontal coordinates were scaled from a topographic map and have
 BY0579.an estimated accuracy of +/- 6 seconds.
 BY0579
 BY0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0579.The vertical order pertains to the NGVD 29 superseded value.
 BY0579
 BY0579.The geoid height was determined by GEOID03.
 BY0579
 BY0579;                    North         East    Units  Estimated Accuracy
 BY0579;SPC TX C     - 3,168,550.    1,278,180.      MT  (+/- 180 meters Scaled)
 BY0579
 BY0579                          SUPERSEDED SURVEY CONTROL
 BY0579
 BY0579  NGVD 29 (??/??/92)   61.731  (m)          202.53   (f) ADJ UNCH    2 0
 BY0579
 BY0579.Superseded values are not recommended for survey control.
 BY0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0579.See file dsdata.txt to determine how the superseded data were derived.
 BY0579
 BY0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ785352(NAD 83)
 BY0579_MARKER: DB = BENCH MARK DISK
 BY0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0579_STAMPING: B 493 1949
 BY0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0579+STABILITY: SURFACE MOTION
 BY0579
 BY0579  HISTORY     - Date     Condition        Report By
 BY0579  HISTORY     - 1949     MONUMENTED       CGS
 BY0579
 BY0579                          STATION DESCRIPTION
 BY0579
 BY0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0579'17.35 MI S FROM ZAVALLA.
 BY0579'11.25 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0579'RAILROAD STATION AT ZAVALLA, THENCE 6.1 MILES SOUTH ALONG ANGELINA
 BY0579'NATIONAL FOREST ROAD 313B, 34.0 FEET WEST OF THE CENTER LINE OF
 BY0579'ANGELINA NATIONAL FOREST ROAD 313B, 24.0 FEET WEST OF THE NORTHWEST
 BY0579'CORNER OF A STEEL RAIL CATTLE GUARD, 1.5 FEET EAST OF A REFERENCE
 BY0579'POST, 1.0 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0579'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0373 ***********************************************************************
 BY0373  DESIGNATION -  B 494 RESET 1968
 BY0373  PID         -  BY0373
 BY0373  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0373  USGS QUAD   -  NORWOOD (1984)
 BY0373
 BY0373                         *CURRENT SURVEY CONTROL
 BY0373  ___________________________________________________________________
 BY0373* NAD 83(1986)-  31 23 19.     (N)    094 12 41.     (W)     SCALED    
 BY0373* NAVD 88     -        80.99   (+/-2cm)     265.7    (feet)  VERTCON   
 BY0373  ___________________________________________________________________
 BY0373  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY0373
 BY0373  VERT ORDER  -  THIRD (See Below)
 BY0373
 BY0373.The horizontal coordinates were scaled from a topographic map and have
 BY0373.an estimated accuracy of +/- 6 seconds.
 BY0373
 BY0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0373.The vertical order pertains to the NGVD 29 superseded value.
 BY0373
 BY0373.The geoid height was determined by GEOID03.
 BY0373
 BY0373;                    North         East    Units  Estimated Accuracy
 BY0373;SPC TX C     - 3,206,910.    1,281,940.      MT  (+/- 180 meters Scaled)
 BY0373
 BY0373                          SUPERSEDED SURVEY CONTROL
 BY0373
 BY0373  NGVD 29 (01/29/03)   81.01   (m)          265.8    (f) RESET       3  
 BY0373
 BY0373.Superseded values are not recommended for survey control.
 BY0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0373.See file dsdata.txt to determine how the superseded data were derived.
 BY0373
 BY0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ848733(NAD 83)
 BY0373_MARKER: DB = BENCH MARK DISK
 BY0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0373_STAMPING: B 494 RESET 1968
 BY0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0373+STABILITY: SURFACE MOTION
 BY0373
 BY0373  HISTORY     - Date     Condition        Report By
 BY0373  HISTORY     - 1968     MONUMENTED       CGS
 BY0373
 BY0373                          STATION DESCRIPTION
 BY0373
 BY0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BY0373'6.55 MI NE FROM BROADDUS.
 BY0373'ABOUT 6.55 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST
 BY0373'OFFICE IN BROADDUS TO SITE OF BENCH MARK.  85 FEET SOUTHEAST OF THE
 BY0373'CENTER LINE OF HIGHWAY, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 BY0373'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  A STANDARD COAST AND
 BY0373'GEODETIC SURVEY BENCH MARK DISK SET IN A 12 X 12 IN. CONCRETE POST
 BY0373'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0454 ***********************************************************************
 BY0454  DESIGNATION -  B 495
 BY0454  PID         -  BY0454
 BY0454  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0454  USGS QUAD   -  HARVEY CREEK (1984)
 BY0454
 BY0454                         *CURRENT SURVEY CONTROL
 BY0454  ___________________________________________________________________
 BY0454* NAD 83(1986)-  31 16 30.     (N)    094 08 43.     (W)     SCALED    
 BY0454* NAVD 88     -        69.12   (+/-2cm)     226.8    (feet)  VERTCON   
 BY0454  ___________________________________________________________________
 BY0454  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BY0454
 BY0454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0454
 BY0454.The horizontal coordinates were scaled from a topographic map and have
 BY0454.an estimated accuracy of +/- 6 seconds.
 BY0454
 BY0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0454.The vertical order pertains to the NGVD 29 superseded value.
 BY0454
 BY0454.The geoid height was determined by GEOID03.
 BY0454
 BY0454;                    North         East    Units  Estimated Accuracy
 BY0454;SPC TX C     - 3,194,680.    1,288,920.      MT  (+/- 180 meters Scaled)
 BY0454
 BY0454                          SUPERSEDED SURVEY CONTROL
 BY0454
 BY0454  NGVD 29 (??/??/92)   69.140  (m)          226.84   (f) ADJ UNCH    2 0
 BY0454
 BY0454.Superseded values are not recommended for survey control.
 BY0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0454.See file dsdata.txt to determine how the superseded data were derived.
 BY0454
 BY0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ909606(NAD 83)
 BY0454_MARKER: DB = BENCH MARK DISK
 BY0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0454_STAMPING: B 495 1949
 BY0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0454+STABILITY: SURFACE MOTION
 BY0454
 BY0454  HISTORY     - Date     Condition        Report By
 BY0454  HISTORY     - 1949     MONUMENTED       CGS
 BY0454
 BY0454                          STATION DESCRIPTION
 BY0454
 BY0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0454'10.7 MI NE FROM BROADDUS.
 BY0454'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0454'BROADDUS, THENCE 4.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BY0454'1.9 MILES SOUTH ALONG ANGELINA NATIONAL FOREST ROAD 311, THENCE 4.0
 BY0454'MILES NORTHEAST ALONG ANGELINA NATIONAL FOREST ROAD 312, AT THE FARM
 BY0454'HOME OF H. FINCHER, 82.0 FEET EAST OF THE SOUTHEAST CORNER OF THE
 BY0454'HOUSE, 36.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 11.0 FEET EAST
 BY0454'OF A FENCE CORNER POST, 0.8 FOOT SOUTH OF THE FENCE, 1.3 FEET WEST OF
 BY0454'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 BY0454'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0692 ***********************************************************************
 AY0692  DESIGNATION -  B 496 RESET 1956
 AY0692  PID         -  AY0692
 AY0692  STATE/COUNTY-  TX/BEXAR
 AY0692  USGS QUAD   -  CULEBRA HILL (1993)
 AY0692
 AY0692                         *CURRENT SURVEY CONTROL
 AY0692  ___________________________________________________________________
 AY0692* NAD 83(1986)-  29 27 17.     (N)    098 38 00.     (W)     SCALED    
 AY0692* NAVD 88     -       227.69   (meters)     747.0    (feet)  RESET     
 AY0692  ___________________________________________________________________
 AY0692  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AY0692
 AY0692  VERT ORDER  -  THIRD
 AY0692
 AY0692.The horizontal coordinates were scaled from a topographic map and have
 AY0692.an estimated accuracy of +/- 6 seconds.
 AY0692
 AY0692.The orthometric height was computed from unverified reset data.
 AY0692
 AY0692.The geoid height was determined by GEOID03.
 AY0692
 AY0692;                    North         East    Units  Estimated Accuracy
 AY0692;SPC TXSC     - 4,179,750.      635,570.      MT  (+/- 180 meters Scaled)
 AY0692
 AY0692                          SUPERSEDED SURVEY CONTROL
 AY0692
 AY0692.No superseded survey control is available for this station.
 AY0692
 AY0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT355584(NAD 83)
 AY0692_MARKER: DB = BENCH MARK DISK
 AY0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0692_STAMPING: B 496 RESET 1956
 AY0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0692+STABILITY: SURFACE MOTION
 AY0692
 AY0692  HISTORY     - Date     Condition        Report By
 AY0692  HISTORY     - 1956     MONUMENTED       CGS
 AY0692  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0692  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0692
 AY0692                          STATION DESCRIPTION
 AY0692
 AY0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0692'8.0 MI W FROM SAN ANTONIO.
 AY0692'IN THE WESTERN PART OF SAN ANTONIO, ABOUT 8 MILES WEST FROM THE CENTER
 AY0692'OF THE CITY, AT THE INTERSECTION OF CULEBRA ROAD AND POTRANCO ROAD,
 AY0692'ABOUT 100 YARDS NORTHWEST OF THE LEON CREEK BRIDGE, IN THE NORTH POINT
 AY0692'OF THE INTERSECTION, ABOUT 3 FEET NORTH OF A SHORT FENCE LINE, 30
 AY0692'YARDS EAST OF A TRANSFORMER ON TWO POLES AND 1 FOOT EAST OF A 4 X 4
 AY0692'POST.  IT IS ABOUT 0.3 MILE SOUTH OF THE ACME SAND AND GRAVEL CO.
 AY0692'PLANT.  A STANDARD DISK STAMPED B 496 RESET 1956 AND SET IN A CONCRETE
 AY0692'POST WHICH IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 AY0692
 AY0692                          STATION RECOVERY (1987)
 AY0692
 AY0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0692'MARK NOT FOUND.
 AY0692
 AY0692                          STATION RECOVERY (1999)
 AY0692
 AY0692'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0999 ***********************************************************************
 AY0999  DESIGNATION -  B 497
 AY0999  PID         -  AY0999
 AY0999  STATE/COUNTY-  TX/BEXAR
 AY0999  USGS QUAD   -  CASTLE HILLS (1992)
 AY0999
 AY0999                         *CURRENT SURVEY CONTROL
 AY0999  ___________________________________________________________________
 AY0999* NAD 83(1986)-  29 33 49.     (N)    098 31 58.     (W)     SCALED    
 AY0999* NAVD 88     -       275.092  (meters)     902.53   (feet)  POSTED    
 AY0999  ___________________________________________________________________
 AY0999  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AY0999  DYNAMIC HT  -         274.690 (meters)     901.21  (feet)  COMP
 AY0999  MODELED GRAV-     979,176.5   (mgal)                       NAVD 88
 AY0999
 AY0999  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0999
 AY0999.The horizontal coordinates were scaled from a topographic map and have
 AY0999.an estimated accuracy of +/- 6 seconds.
 AY0999
 AY0999.The orthometric height was determined by differential leveling
 AY0999.and adjusted by the National Geodetic Survey in 1992..
 AY0999.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0999.rate of 0.0 thru 1.0 mm/km.
 AY0999
 AY0999.The geoid height was determined by GEOID03.
 AY0999
 AY0999.The dynamic height is computed by dividing the NAVD 88
 AY0999.geopotential number by the normal gravity value computed on the
 AY0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0999.degrees latitude (g = 980.6199 gals.).
 AY0999
 AY0999.The modeled gravity was interpolated from observed gravity values.
 AY0999
 AY0999;                    North         East    Units  Estimated Accuracy
 AY0999;SPC TXSC     - 4,191,850.      645,270.      MT  (+/- 180 meters Scaled)
 AY0999
 AY0999                          SUPERSEDED SURVEY CONTROL
 AY0999
 AY0999  NGVD 29 (??/??/92)  274.967  (m)          902.12   (f) ADJ UNCH    1 2
 AY0999
 AY0999.Superseded values are not recommended for survey control.
 AY0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0999.See file dsdata.txt to determine how the superseded data were derived.
 AY0999
 AY0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT452705(NAD 83)
 AY0999_MARKER: DB = BENCH MARK DISK
 AY0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0999_STAMPING: B 497 1952
 AY0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0999+STABILITY: SURFACE MOTION
 AY0999
 AY0999  HISTORY     - Date     Condition        Report By
 AY0999  HISTORY     - 1952     MONUMENTED       CGS
 AY0999  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY0999  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 AY0999
 AY0999                          STATION DESCRIPTION
 AY0999
 AY0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0999'2.3 MI NW FROM SAN ANTONIO.
 AY0999'1.9 MILES NORTHWEST ALONG LOOP 13 FROM ITS INTERSECTION WITH LOCK HILL
 AY0999'SELMA ROAD AT SAN ANTONIO, THENCE 0.4 MILE EAST ALONG A PRIVATE ROAD,
 AY0999'13 FEET SOUTHWEST OF A NORTHWEST AND SOUTHEAST FENCE, 2 FEET NORTHWEST
 AY0999'OF A NORTHEAST AND SOUTHWEST FENCE, SET IN THE TOP OF A CONCRETE POST
 AY0999'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0999
 AY0999                          STATION RECOVERY (1986)
 AY0999
 AY0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0999'MARK NOT FOUND.
 AY0999
 AY0999                          STATION RECOVERY (1995)
 AY0999
 AY0999'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0061 ***********************************************************************
 AY0061  DESIGNATION -  B 498 RESET 1957
 AY0061  PID         -  AY0061
 AY0061  STATE/COUNTY-  TX/BEXAR
 AY0061  USGS QUAD   -  LONGHORN (1992)
 AY0061
 AY0061                         *CURRENT SURVEY CONTROL
 AY0061  ___________________________________________________________________
 AY0061* NAD 83(1986)-  29 31 15.     (N)    098 29 24.     (W)     SCALED    
 AY0061* NAVD 88     -       247.30   (+/-2cm)     811.4    (feet)  VERTCON   
 AY0061  ___________________________________________________________________
 AY0061  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY0061
 AY0061  VERT ORDER  -  THIRD (See Below)
 AY0061
 AY0061.The horizontal coordinates were scaled from a topographic map and have
 AY0061.an estimated accuracy of +/- 6 seconds.
 AY0061
 AY0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0061.The vertical order pertains to the NGVD 29 superseded value.
 AY0061
 AY0061.The geoid height was determined by GEOID03.
 AY0061
 AY0061;                    North         East    Units  Estimated Accuracy
 AY0061;SPC TXSC     - 4,187,130.      649,440.      MT  (+/- 180 meters Scaled)
 AY0061
 AY0061                          SUPERSEDED SURVEY CONTROL
 AY0061
 AY0061  NGVD 29 (01/29/03)  247.16   (m)          810.9    (f) RESET       3  
 AY0061
 AY0061.Superseded values are not recommended for survey control.
 AY0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0061.See file dsdata.txt to determine how the superseded data were derived.
 AY0061
 AY0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT494658(NAD 83)
 AY0061_MARKER: DB = BENCH MARK DISK
 AY0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0061_STAMPING: B 498 RESET 1957
 AY0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0061+STABILITY: SURFACE MOTION
 AY0061
 AY0061  HISTORY     - Date     Condition        Report By
 AY0061  HISTORY     - 1957     MONUMENTED       CGS
 AY0061  HISTORY     - 1967     GOOD             USGS
 AY0061  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0061
 AY0061                          STATION DESCRIPTION
 AY0061
 AY0061'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0061'IN SAN ANTONIO.
 AY0061'AT SAN ANTONIO, BEXAR COUNTY, 0.55 MILE EAST ALONG LOOP 410 FROM THE
 AY0061'OVERPASS AT THE INTERSECTION OF US HIGHWAY 281, 0.35 MILE WEST OF
 AY0061'JONES MALTZBERGER RD. 60 FEET EAST OF EAST FACING LOOP ROAD SING SAN
 AY0061'PEDRO AVE JOHNSON CITY BLANCO RD 17.3 FEET NORTH OF THE NORTH EDGE OF
 AY0061'THE NORTH CURB OF THE NORTH FRONTAGE ROAD OF LOOP 410, 16 FEET WEST OF
 AY0061'AN OLD WIRE ATE IN THE NORTH RIGHT OF WAY FENCE, 2 FEET NORTH OF THE
 AY0061'FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AY0061'DISK SET IN THE TOP OF A CONCRETE POST, FLUSH WITH THE GROUND.
 AY0061
 AY0061                          STATION RECOVERY (1999)
 AY0061
 AY0061'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0221 ***********************************************************************
 BY0221  DESIGNATION -  B 499
 BY0221  PID         -  BY0221
 BY0221  STATE/COUNTY-  TX/SHELBY
 BY0221  USGS QUAD   -  CENTER (1984)
 BY0221
 BY0221                         *CURRENT SURVEY CONTROL
 BY0221  ___________________________________________________________________
 BY0221* NAD 83(1986)-  31 47 30.     (N)    094 10 04.     (W)     SCALED    
 BY0221* NAVD 88     -       106.80   (+/-2cm)     350.4    (feet)  VERTCON   
 BY0221  ___________________________________________________________________
 BY0221  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BY0221
 BY0221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0221
 BY0221.This mark is at Center Muni (F17) Airport (F17)
 BY0221
 BY0221.The horizontal coordinates were scaled from a topographic map and have
 BY0221.an estimated accuracy of +/- 6 seconds.
 BY0221
 BY0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0221.The vertical order pertains to the NGVD 29 superseded value.
 BY0221
 BY0221.The geoid height was determined by GEOID03.
 BY0221
 BY0221;                    North         East    Units  Estimated Accuracy
 BY0221;SPC TX C     - 3,251,750.    1,283,600.      MT  (+/- 180 meters Scaled)
 BY0221
 BY0221                          SUPERSEDED SURVEY CONTROL
 BY0221
 BY0221  NGVD 29 (??/??/92)  106.844  (m)          350.54   (f) ADJ UNCH    2 0
 BY0221
 BY0221.Superseded values are not recommended for survey control.
 BY0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0221.See file dsdata.txt to determine how the superseded data were derived.
 BY0221
 BY0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR894179(NAD 83)
 BY0221_MARKER: DB = BENCH MARK DISK
 BY0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0221_STAMPING: B 499 1949
 BY0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0221+STABILITY: SURFACE MOTION
 BY0221
 BY0221  HISTORY     - Date     Condition        Report By
 BY0221  HISTORY     - 1949     MONUMENTED       CGS
 BY0221  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BY0221
 BY0221                          STATION DESCRIPTION
 BY0221
 BY0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0221'1.2 MI E FROM CENTER.
 BY0221'1.2 MILES EAST ALONG U. S. HIGHWAY 96 AND STATE HIGHWAY 87 FROM THE
 BY0221'INTERSECTION OF SAN AUGUSTINE AND SHELBYVILLE STREETS(AT THE EAST
 BY0221'CORNER OF THE COURTHOUSE SQUARE) AT CENTER, AT THE CENTER AIRPORT, 0.1
 BY0221'MILE SOUTHEAST OF THE ENTRANCE TO THE AIRPORT, 25.0 FEET SOUTHEAST OF
 BY0221'THE SOUTHWEST CORNER OF THE ONLY HANGAR AT THE AIRPORT, ABOUT 1.0 FOOT
 BY0221'WEST OF THE EXTENDED WEST FACE OF THE HANGAR, 4.7 FEET SOUTH OF A PIPE
 BY0221'STANDARD SUPPORTING THE HANGAR DOOR RAILS, AND SET IN THE TOP OF A
 BY0221'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 BY0221
 BY0221                          STATION RECOVERY (2001)
 BY0221
 BY0221'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BY0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0833 ***********************************************************************
 BZ0833  DESIGNATION -  B 50
 BZ0833  PID         -  BZ0833
 BZ0833  STATE/COUNTY-  TX/BELL
 BZ0833  USGS QUAD   -  BELTON (1993)
 BZ0833
 BZ0833                         *CURRENT SURVEY CONTROL
 BZ0833  ___________________________________________________________________
 BZ0833* NAD 83(1986)-  31 04 15.     (N)    097 27 50.     (W)     SCALED    
 BZ0833* NAVD 88     -       181.049  (meters)     593.99   (feet)  ADJUSTED  
 BZ0833  ___________________________________________________________________
 BZ0833  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BZ0833  DYNAMIC HT  -         180.809 (meters)     593.20  (feet)  COMP
 BZ0833  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 BZ0833
 BZ0833  VERT ORDER  -  FIRST     CLASS II
 BZ0833
 BZ0833.The horizontal coordinates were scaled from a topographic map and have
 BZ0833.an estimated accuracy of +/- 6 seconds.
 BZ0833
 BZ0833.The orthometric height was determined by differential leveling
 BZ0833.and adjusted by the National Geodetic Survey in June 1991..
 BZ0833
 BZ0833.The geoid height was determined by GEOID03.
 BZ0833
 BZ0833.The dynamic height is computed by dividing the NAVD 88
 BZ0833.geopotential number by the normal gravity value computed on the
 BZ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0833.degrees latitude (g = 980.6199 gals.).
 BZ0833
 BZ0833.The modeled gravity was interpolated from observed gravity values.
 BZ0833
 BZ0833;                    North         East    Units  Estimated Accuracy
 BZ0833;SPC TX C     - 3,159,190.      973,780.      MT  (+/- 180 meters Scaled)
 BZ0833
 BZ0833                          SUPERSEDED SURVEY CONTROL
 BZ0833
 BZ0833  NGVD 29 (??/??/92)  180.984  (m)          593.78   (f) ADJ UNCH    1 2
 BZ0833
 BZ0833.Superseded values are not recommended for survey control.
 BZ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0833.See file dsdata.txt to determine how the superseded data were derived.
 BZ0833
 BZ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV465384(NAD 83)
 BZ0833_MARKER: DB = BENCH MARK DISK
 BZ0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0833_STAMPING: B 50 1953
 BZ0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0833+STABILITY: SURFACE MOTION
 BZ0833
 BZ0833  HISTORY     - Date     Condition        Report By
 BZ0833  HISTORY     - 1953     MONUMENTED       CGS
 BZ0833  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0833  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0833
 BZ0833                          STATION DESCRIPTION
 BZ0833
 BZ0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0833'0.2 MI NW FROM BELTON.
 BZ0833'0.2 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0833'THE STATION AT BELTON, BELL COUNTY, 90 YARDS SOUTHEAST OF A
 BZ0833'STOCK-LOADING CHUTE, 36 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 BZ0833'MAIN TRACK, 14.7 FEET SOUTHEAST OF A POLE, IN LINE WITH THE ROW OF
 BZ0833'POLES, AND 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND SET IN
 BZ0833'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 BZ0833
 BZ0833                          STATION RECOVERY (1983)
 BZ0833
 BZ0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0833'MARK NOT FOUND.
 BZ0833
 BZ0833                          STATION RECOVERY (2003)
 BZ0833
 BZ0833'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0731 ***********************************************************************
 BL0731  DESIGNATION -  B 500
 BL0731  PID         -  BL0731
 BL0731  STATE/COUNTY-  TX/POLK
 BL0731  USGS QUAD   -  LEGGETT (1984)
 BL0731
 BL0731                         *CURRENT SURVEY CONTROL
 BL0731  ___________________________________________________________________
 BL0731* NAD 83(1986)-  30 49 31.     (N)    094 50 26.     (W)     SCALED    
 BL0731* NAVD 88     -        96.74   (+/-2cm)     317.4    (feet)  VERTCON   
 BL0731  ___________________________________________________________________
 BL0731  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL0731
 BL0731  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0731
 BL0731.The horizontal coordinates were scaled from a topographic map and have
 BL0731.an estimated accuracy of +/- 6 seconds.
 BL0731
 BL0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0731.The vertical order pertains to the NGVD 29 superseded value.
 BL0731
 BL0731.The geoid height was determined by GEOID03.
 BL0731
 BL0731;                    North         East    Units  Estimated Accuracy
 BL0731;SPC TX C     - 3,141,410.    1,225,270.      MT  (+/- 180 meters Scaled)
 BL0731
 BL0731                          SUPERSEDED SURVEY CONTROL
 BL0731
 BL0731  NGVD 29 (??/??/92)   96.750  (m)          317.42   (f) ADJ UNCH    2 0
 BL0731
 BL0731.Superseded values are not recommended for survey control.
 BL0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0731.See file dsdata.txt to determine how the superseded data were derived.
 BL0731
 BL0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ239116(NAD 83)
 BL0731_MARKER: DB = BENCH MARK DISK
 BL0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0731_STAMPING: B 500 1949
 BL0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0731+STABILITY: SURFACE MOTION
 BL0731
 BL0731  HISTORY     - Date     Condition        Report By
 BL0731  HISTORY     - 1949     MONUMENTED       CGS
 BL0731  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0731
 BL0731                          STATION DESCRIPTION
 BL0731
 BL0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0731'2.0 MI E FROM LEGGETT.
 BL0731'2.0 MILES EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BL0731'RAILWAY STATION AT LEGGETT, ABOUT 400.0 FEET EAST OF THE SUMMIT OF A
 BL0731'SMALL HILL, 205.5 FEET SOUTH OF THE SOUTHWEST CORNER OF AN ABANDONED
 BL0731'FARMHOUSE, 101.0 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 54.0
 BL0731'FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, 18.0 FEET NORTH OF A
 BL0731'CORNER FENCE POST, 1.0 FOOT EAST OF A FENCE, 1.2 FEET SOUTH OF A
 BL0731'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BL0731'ABOVE THE GROUND.
 BL0731
 BL0731                          STATION RECOVERY (1990)
 BL0731
 BL0731'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BL0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0639 ***********************************************************************
 BL0639  DESIGNATION -  B 501
 BL0639  PID         -  BL0639
 BL0639  STATE/COUNTY-  TX/POLK
 BL0639  USGS QUAD   -  CORRIGAN (1984)
 BL0639
 BL0639                         *CURRENT SURVEY CONTROL
 BL0639  ___________________________________________________________________
 BL0639* NAD 83(1986)-  30 59 01.     (N)    094 46 49.     (W)     SCALED    
 BL0639* NAVD 88     -        84.36   (+/-2cm)     276.8    (feet)  VERTCON   
 BL0639  ___________________________________________________________________
 BL0639  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL0639
 BL0639  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0639
 BL0639.The horizontal coordinates were scaled from a topographic map and have
 BL0639.an estimated accuracy of +/- 6 seconds.
 BL0639
 BL0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0639.The vertical order pertains to the NGVD 29 superseded value.
 BL0639
 BL0639.The geoid height was determined by GEOID03.
 BL0639
 BL0639;                    North         East    Units  Estimated Accuracy
 BL0639;SPC TX C     - 3,159,230.    1,230,150.      MT  (+/- 180 meters Scaled)
 BL0639
 BL0639                          SUPERSEDED SURVEY CONTROL
 BL0639
 BL0639  NGVD 29 (??/??/92)   84.376  (m)          276.82   (f) ADJ UNCH    2 0
 BL0639
 BL0639.Superseded values are not recommended for survey control.
 BL0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0639.See file dsdata.txt to determine how the superseded data were derived.
 BL0639
 BL0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ300291(NAD 83)
 BL0639_MARKER: DB = BENCH MARK DISK
 BL0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0639_STAMPING: B 501 1949
 BL0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0639+STABILITY: SURFACE MOTION
 BL0639
 BL0639  HISTORY     - Date     Condition        Report By
 BL0639  HISTORY     - 1949     MONUMENTED       CGS
 BL0639  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0639  HISTORY     - 19970426 GOOD             USPSQD
 BL0639
 BL0639                          STATION DESCRIPTION
 BL0639
 BL0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0639'2.9 MI SE FROM CORRIGAN.
 BL0639'2.9 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE JUNCTION OF
 BL0639'NO. 287 AND U. S. HIGHWAY NO. 59 AT CORRIGAN, AT THE SUMMIT OF A HILL,
 BL0639'46.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11.0 FEET WEST OF
 BL0639'THE CENTER LINE OF A GATE, 5.0 FEET WEST OF A 3-WAY CORNER FENCE POST,
 BL0639'1.0 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.4 FEET EAST OF A
 BL0639'REFERENCE POST, ABOUT 3.0 FEET BELOW ROAD LEVEL, SET IN THE TOP OF A
 BL0639'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BL0639
 BL0639                          STATION RECOVERY (1990)
 BL0639
 BL0639'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BL0639'MARK NOT FOUND.
 BL0639
 BL0639                          STATION RECOVERY (1997)
 BL0639
 BL0639'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0640 ***********************************************************************
 BL0640  DESIGNATION -  B 501 RESET 1964
 BL0640  PID         -  BL0640
 BL0640  STATE/COUNTY-  TX/POLK
 BL0640  USGS QUAD   -  CORRIGAN (1984)
 BL0640
 BL0640                         *CURRENT SURVEY CONTROL
 BL0640  ___________________________________________________________________
 BL0640* NAD 83(1986)-  30 59 01.     (N)    094 46 49.     (W)     SCALED    
 BL0640* NAVD 88     -        83.57   (+/-2cm)     274.2    (feet)  VERTCON   
 BL0640  ___________________________________________________________________
 BL0640  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL0640
 BL0640  VERT ORDER  -  THIRD (See Below)
 BL0640
 BL0640.The horizontal coordinates were scaled from a topographic map and have
 BL0640.an estimated accuracy of +/- 6 seconds.
 BL0640
 BL0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0640.The vertical order pertains to the NGVD 29 superseded value.
 BL0640
 BL0640.The geoid height was determined by GEOID03.
 BL0640
 BL0640;                    North         East    Units  Estimated Accuracy
 BL0640;SPC TX C     - 3,159,230.    1,230,150.      MT  (+/- 180 meters Scaled)
 BL0640
 BL0640                          SUPERSEDED SURVEY CONTROL
 BL0640
 BL0640  NGVD 29 (01/29/03)   83.59   (m)          274.2    (f) RESET       3  
 BL0640
 BL0640.Superseded values are not recommended for survey control.
 BL0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0640.See file dsdata.txt to determine how the superseded data were derived.
 BL0640
 BL0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ300291(NAD 83)
 BL0640_MARKER: DB = BENCH MARK DISK
 BL0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0640_STAMPING: B 501 RESET 1964
 BL0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0640+STABILITY: SURFACE MOTION
 BL0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0640+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 BL0640
 BL0640  HISTORY     - Date     Condition        Report By
 BL0640  HISTORY     - 1964     MONUMENTED       CGS
 BL0640  HISTORY     - 1990     GOOD             USPSQD
 BL0640  HISTORY     - 20050709 GOOD             USPSQD
 BL0640
 BL0640                          STATION DESCRIPTION
 BL0640
 BL0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BL0640'3.15 MI SE FROM CORRIGAN.
 BL0640'ABOUT 3.15 MILES SOUTHEAST ALONG U. S. HIGHWAY 287 FROM THE JUNCTION
 BL0640'OF U. S. HIGHWAYS 59 AND 287 AT CORRIGAN, TO MARK ON THE RIGHT.  61
 BL0640'FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 1 FOOT EAST OF A METAL
 BL0640'WITNESS POST, AT THE SOUTH RIGHT-OF-WAY FENCE AND AT TEXAS HIGHWAY
 BL0640'DEPARTMENT BASE LINE STATION 661 + 07.  A STANDARD DISK SET IN A 12 X
 BL0640'12 IN. CONCRETE POST WHICH PROJECTS 4 INCHES.
 BL0640
 BL0640                          STATION RECOVERY (1990)
 BL0640
 BL0640'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BL0640'RECOVERED IN GOOD CONDITION.
 BL0640
 BL0640                          STATION RECOVERY (2005)
 BL0640
 BL0640'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0656 ***********************************************************************
 BL0656  DESIGNATION -  B 502 RESET 1964
 BL0656  PID         -  BL0656
 BL0656  STATE/COUNTY-  TX/POLK
 BL0656  USGS QUAD   -  CAMDEN (1984)
 BL0656
 BL0656                         *CURRENT SURVEY CONTROL
 BL0656  ___________________________________________________________________
 BL0656* NAD 83(1986)-  30 56 58.     (N)    094 41 11.     (W)     SCALED    
 BL0656* NAVD 88     -        78.04   (+/-2cm)     256.0    (feet)  VERTCON   
 BL0656  ___________________________________________________________________
 BL0656  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BL0656
 BL0656  VERT ORDER  -  THIRD (See Below)
 BL0656
 BL0656.The horizontal coordinates were scaled from a topographic map and have
 BL0656.an estimated accuracy of +/- 6 seconds.
 BL0656
 BL0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0656.The vertical order pertains to the NGVD 29 superseded value.
 BL0656
 BL0656.The geoid height was determined by GEOID03.
 BL0656
 BL0656;                    North         East    Units  Estimated Accuracy
 BL0656;SPC TX C     - 3,155,890.    1,239,300.      MT  (+/- 180 meters Scaled)
 BL0656
 BL0656                          SUPERSEDED SURVEY CONTROL
 BL0656
 BL0656  NGVD 29 (01/29/03)   78.05   (m)          256.1    (f) RESET       3  
 BL0656
 BL0656.Superseded values are not recommended for survey control.
 BL0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0656.See file dsdata.txt to determine how the superseded data were derived.
 BL0656
 BL0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ389252(NAD 83)
 BL0656_MARKER: DB = BENCH MARK DISK
 BL0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0656_STAMPING: B 502 RESET 1964
 BL0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0656+STABILITY: SURFACE MOTION
 BL0656
 BL0656  HISTORY     - Date     Condition        Report By
 BL0656  HISTORY     - 1964     MONUMENTED       CGS
 BL0656  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0656
 BL0656                          STATION DESCRIPTION
 BL0656
 BL0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BL0656'0.9 MI NW FROM BARNUM.
 BL0656'ABOUT 9.35 MILES SOUTHEAST ALONG U. S. HIGHWAY 287 FROM THE JUNCTION
 BL0656'OF U. S. HIGHWAY 59 AND 287 AT CORRIGAN, POLK COUNTY, OR IT IS 0.9
 BL0656'MILE NORTHWEST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AND
 BL0656'GENERAL STORE AT BARNUM TO BENCH MARK.  0.25 MILE EAST OF THE JUNCTION
 BL0656'OF FARM ROAD 62 AND U. S. HIGHWAY 287, 90 FEET SOUTH OF THE CENTER
 BL0656'LINE OF HIGHWAY, 79 FEET WEST OF THE CENTER OF A PRIVATE ROAD, 110
 BL0656'FEET WEST OF A CULVERT UNDER THE HIGHWAY (MEASURED ALONG HIGHWAY), AND
 BL0656'AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 982 + 30. A STANDARD
 BL0656'DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 3 INCHES.
 BL0656
 BL0656                          STATION RECOVERY (1990)
 BL0656
 BL0656'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BL0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0696 ***********************************************************************
 BL0696  DESIGNATION -  B 503
 BL0696  PID         -  BL0696
 BL0696  STATE/COUNTY-  TX/POLK
 BL0696  USGS QUAD   -  CAMDEN (1984)
 BL0696
 BL0696                         *CURRENT SURVEY CONTROL
 BL0696  ___________________________________________________________________
 BL0696* NAD 83(1986)-  30 57 05.     (N)    094 39 54.     (W)     SCALED    
 BL0696* NAVD 88     -        78.29   (+/-2cm)     256.9    (feet)  VERTCON   
 BL0696  ___________________________________________________________________
 BL0696  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL0696
 BL0696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0696
 BL0696.The horizontal coordinates were scaled from a topographic map and have
 BL0696.an estimated accuracy of +/- 6 seconds.
 BL0696
 BL0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0696.The vertical order pertains to the NGVD 29 superseded value.
 BL0696
 BL0696.The geoid height was determined by GEOID03.
 BL0696
 BL0696;                    North         East    Units  Estimated Accuracy
 BL0696;SPC TX C     - 3,156,210.    1,241,330.      MT  (+/- 180 meters Scaled)
 BL0696
 BL0696                          SUPERSEDED SURVEY CONTROL
 BL0696
 BL0696  NGVD 29 (??/??/92)   78.308  (m)          256.92   (f) ADJ UNCH    2 0
 BL0696
 BL0696.Superseded values are not recommended for survey control.
 BL0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0696.See file dsdata.txt to determine how the superseded data were derived.
 BL0696
 BL0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ409254(NAD 83)
 BL0696_MARKER: DB = BENCH MARK DISK
 BL0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0696_STAMPING: B 503 1949
 BL0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0696+STABILITY: SURFACE MOTION
 BL0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0696+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 BL0696
 BL0696  HISTORY     - Date     Condition        Report By
 BL0696  HISTORY     - 1949     MONUMENTED       CGS
 BL0696  HISTORY     - 20050228 GOOD             USPSQD
 BL0696
 BL0696                          STATION DESCRIPTION
 BL0696
 BL0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0696'0.8 MI NE FROM BARNUM.
 BL0696'0.8 MILE NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT BARNUM,
 BL0696'AT THE CROSSING OF THE ROAD AND THE CARTER LUMBER TRAM, 36.0 FEET
 BL0696'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 35.5 FEET WEST OF THE WEST
 BL0696'RAIL OF THE TRACK, 8.5 FEET NORTHEAST OF A 10-INCH OAK WITH A
 BL0696'TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 1.3 FEET NORTH OF A
 BL0696'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0696'ABOVE THE GROUND.
 BL0696
 BL0696                          STATION RECOVERY (2005)
 BL0696
 BL0696'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0935 ***********************************************************************
 BY0935  DESIGNATION -  B 504
 BY0935  PID         -  BY0935
 BY0935  STATE/COUNTY-  TX/ANGELINA
 BY0935  USGS QUAD   -  WOLF HILL (1980)
 BY0935
 BY0935                         *CURRENT SURVEY CONTROL
 BY0935  ___________________________________________________________________
 BY0935* NAD 83(1986)-  31 05 50.     (N)    094 33 59.     (W)     SCALED    
 BY0935* NAVD 88     -        79.40   (+/-2cm)     260.5    (feet)  VERTCON   
 BY0935  ___________________________________________________________________
 BY0935  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BY0935
 BY0935  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0935
 BY0935.The horizontal coordinates were scaled from a topographic map and have
 BY0935.an estimated accuracy of +/- 6 seconds.
 BY0935
 BY0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0935.The vertical order pertains to the NGVD 29 superseded value.
 BY0935
 BY0935.The geoid height was determined by GEOID03.
 BY0935
 BY0935;                    North         East    Units  Estimated Accuracy
 BY0935;SPC TX C     - 3,172,840.    1,249,900.      MT  (+/- 180 meters Scaled)
 BY0935
 BY0935                          SUPERSEDED SURVEY CONTROL
 BY0935
 BY0935  NGVD 29 (??/??/92)   79.429  (m)          260.59   (f) ADJ UNCH    2 0
 BY0935
 BY0935.Superseded values are not recommended for survey control.
 BY0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0935.See file dsdata.txt to determine how the superseded data were derived.
 BY0935
 BY0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ506414(NAD 83)
 BY0935_MARKER: DB = BENCH MARK DISK
 BY0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0935_STAMPING: B 504 1949
 BY0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0935+STABILITY: SURFACE MOTION
 BY0935
 BY0935  HISTORY     - Date     Condition        Report By
 BY0935  HISTORY     - 1949     MONUMENTED       CGS
 BY0935
 BY0935                          STATION DESCRIPTION
 BY0935
 BY0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0935'14.9 MI N FROM CHESTER.
 BY0935'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BY0935'THENCE 2.15 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 6.25 MILES
 BY0935'NORTHEASTERLY ALONG A DIRT ROAD, THENCE 4.5 MILES NORTHERLY ALONG THE
 BY0935'CARTER LUMBER TRAM, ABOUT 0.8 MILE SOUTHERLY ALONG THE TRAM FROM A
 BY0935'CHURCH AT A ROAD CROSSING, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 BY0935'LEADING NORTH AND SOUTHEAST, 29.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 BY0935'OF THE TRACK, 28.2 FEET EAST OF A 6-INCH PINE WITH A TRIANGULAR BLAZE
 BY0935'ON THE NORTHEAST SIDE OF THE TREE, 37.0 FEET NORTH OF AN 18-INCH PINE
 BY0935'WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE TREE, 11.9 FEET
 BY0935'NORTHWEST OF A 4-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHEAST
 BY0935'SIDE OF THE TREE, ABOUT 5.0 FEET ABOVE TRACK LEVEL, 1.6 FEET SOUTHEAST
 BY0935'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0935'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0748 ***********************************************************************
 BL0748  DESIGNATION -  B 505
 BL0748  PID         -  BL0748
 BL0748  STATE/COUNTY-  TX/POLK
 BL0748  USGS QUAD   -  HORTENSE (1984)
 BL0748
 BL0748                         *CURRENT SURVEY CONTROL
 BL0748  ___________________________________________________________________
 BL0748* NAD 83(1986)-  30 52 29.     (N)    094 37 34.     (W)     SCALED    
 BL0748* NAVD 88     -       117.91   (+/-2cm)     386.8    (feet)  VERTCON   
 BL0748  ___________________________________________________________________
 BL0748  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0748
 BL0748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0748
 BL0748.The horizontal coordinates were scaled from a topographic map and have
 BL0748.an estimated accuracy of +/- 6 seconds.
 BL0748
 BL0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0748.The vertical order pertains to the NGVD 29 superseded value.
 BL0748
 BL0748.The geoid height was determined by GEOID03.
 BL0748
 BL0748;                    North         East    Units  Estimated Accuracy
 BL0748;SPC TX C     - 3,147,920.    1,245,470.      MT  (+/- 180 meters Scaled)
 BL0748
 BL0748                          SUPERSEDED SURVEY CONTROL
 BL0748
 BL0748  NGVD 29 (??/??/92)  117.908  (m)          386.84   (f) ADJ UNCH    2 0
 BL0748
 BL0748.Superseded values are not recommended for survey control.
 BL0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0748.See file dsdata.txt to determine how the superseded data were derived.
 BL0748
 BL0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ445168(NAD 83)
 BL0748_MARKER: DB = BENCH MARK DISK
 BL0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0748_STAMPING: B 505 1949
 BL0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0748+STABILITY: SURFACE MOTION
 BL0748
 BL0748  HISTORY     - Date     Condition        Report By
 BL0748  HISTORY     - 1949     MONUMENTED       CGS
 BL0748  HISTORY     - 1990     GOOD             USPSQD
 BL0748  HISTORY     - 19970426 GOOD             USPSQD
 BL0748
 BL0748                          STATION DESCRIPTION
 BL0748
 BL0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0748'5.25 MI SW FROM CHESTER.
 BL0748'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0748'AT CHESTER, THENCE 3.95 MILES SOUTHWEST ALONG A DIRT ROAD, AT A
 BL0748'Y-JUNCTION OF DIRT ROADS, JUST WEST OF A CURVE WITH TANGENTS LEADING
 BL0748'WEST AND NORTHEAST, 49.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BL0748'14.0 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 BL0748'NORTHEAST TO AN ABANDONED FARMHOUSE, 2.0 FEET SOUTHWEST OF A REFERENCE
 BL0748'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BL0748'GROUND.
 BL0748
 BL0748                          STATION RECOVERY (1990)
 BL0748
 BL0748'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BL0748'RECOVERED IN GOOD CONDITION.
 BL0748
 BL0748                          STATION RECOVERY (1997)
 BL0748
 BL0748'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0746 ***********************************************************************
 BL0746  DESIGNATION -  B 506
 BL0746  PID         -  BL0746
 BL0746  STATE/COUNTY-  TX/POLK
 BL0746  USGS QUAD   -  CAMDEN (1984)
 BL0746
 BL0746                         *CURRENT SURVEY CONTROL
 BL0746  ___________________________________________________________________
 BL0746* NAD 83(1986)-  30 52 32.     (N)    094 38 58.     (W)     SCALED    
 BL0746* NAVD 88     -       106.75   (+/-2cm)     350.2    (feet)  VERTCON   
 BL0746  ___________________________________________________________________
 BL0746  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL0746
 BL0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0746
 BL0746.The horizontal coordinates were scaled from a topographic map and have
 BL0746.an estimated accuracy of +/- 6 seconds.
 BL0746
 BL0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0746.The vertical order pertains to the NGVD 29 superseded value.
 BL0746
 BL0746.The geoid height was determined by GEOID03.
 BL0746
 BL0746;                    North         East    Units  Estimated Accuracy
 BL0746;SPC TX C     - 3,147,890.    1,243,240.      MT  (+/- 180 meters Scaled)
 BL0746
 BL0746                          SUPERSEDED SURVEY CONTROL
 BL0746
 BL0746  NGVD 29 (??/??/92)  106.750  (m)          350.23   (f) ADJ UNCH    2 0
 BL0746
 BL0746.Superseded values are not recommended for survey control.
 BL0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0746.See file dsdata.txt to determine how the superseded data were derived.
 BL0746
 BL0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ423169(NAD 83)
 BL0746_MARKER: DB = BENCH MARK DISK
 BL0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0746_STAMPING: B 506 1949
 BL0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0746+STABILITY: SURFACE MOTION
 BL0746
 BL0746  HISTORY     - Date     Condition        Report By
 BL0746  HISTORY     - 1949     MONUMENTED       CGS
 BL0746  HISTORY     - 1990     GOOD             USPSQD
 BL0746
 BL0746                          STATION DESCRIPTION
 BL0746
 BL0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0746'7.05 MI SW FROM CHESTER.
 BL0746'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0746'AT CHESTER, THENCE 5.75 MILES SOUTHWEST ALONG A DIRT ROAD, AT A
 BL0746'Y-JUNCTION OF DIRT ROADS, 53.0 FEET EAST OF THE CENTER LINE OF THE
 BL0746'NORTH-SOUTH ROAD, 23.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BL0746'NORTHEAST-SOUTHWEST ROAD, 50.0 FEET SOUTH OF THE CENTER LINE OF THE
 BL0746'ROAD WITH TANGENTS LEADING NORTH AND NORTHEAST, 1.7 FEET NORTHWEST OF
 BL0746'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BL0746'FOOT ABOVE THE GROUND.
 BL0746
 BL0746                          STATION RECOVERY (1990)
 BL0746
 BL0746'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BL0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0744 ***********************************************************************
 BL0744  DESIGNATION -  B 507
 BL0744  PID         -  BL0744
 BL0744  STATE/COUNTY-  TX/POLK
 BL0744  USGS QUAD   -  HORTENSE (1984)
 BL0744
 BL0744                         *CURRENT SURVEY CONTROL
 BL0744  ___________________________________________________________________
 BL0744* NAD 83(1986)-  30 51 52.     (N)    094 39 41.     (W)     SCALED    
 BL0744* NAVD 88     -       114.68   (+/-2cm)     376.2    (feet)  VERTCON   
 BL0744  ___________________________________________________________________
 BL0744  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL0744
 BL0744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0744
 BL0744.The horizontal coordinates were scaled from a topographic map and have
 BL0744.an estimated accuracy of +/- 6 seconds.
 BL0744
 BL0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0744.The vertical order pertains to the NGVD 29 superseded value.
 BL0744
 BL0744.The geoid height was determined by GEOID03.
 BL0744
 BL0744;                    North         East    Units  Estimated Accuracy
 BL0744;SPC TX C     - 3,146,600.    1,242,160.      MT  (+/- 180 meters Scaled)
 BL0744
 BL0744                          SUPERSEDED SURVEY CONTROL
 BL0744
 BL0744  NGVD 29 (??/??/92)  114.685  (m)          376.26   (f) ADJ UNCH    2 0
 BL0744
 BL0744.Superseded values are not recommended for survey control.
 BL0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0744.See file dsdata.txt to determine how the superseded data were derived.
 BL0744
 BL0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ411157(NAD 83)
 BL0744_MARKER: DB = BENCH MARK DISK
 BL0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0744_STAMPING: B 507 1949
 BL0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0744+STABILITY: SURFACE MOTION
 BL0744
 BL0744  HISTORY     - Date     Condition        Report By
 BL0744  HISTORY     - 1949     MONUMENTED       CGS
 BL0744
 BL0744                          STATION DESCRIPTION
 BL0744
 BL0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0744'8.65 MI SW FROM CHESTER.
 BL0744'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0744'AT CHESTER, THENCE 7.35 MILES SOUTHWEST ALONG A DIRT ROAD, AT THE TOP
 BL0744'OF A HILL SLOPING TO THE SOUTH, ALONG AN OLD ABANDONED C.C.C. ROAD,
 BL0744'0.5 MILE NORTH OF THE CROSSING OF THE OLD ROAD AND THE CARTER LUMBER
 BL0744'TRAM, 25.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 25.0 FEET
 BL0744'SOUTHEAST OF A POINT ON THE PROJECTED CENTER LINE OF A WOODS ROAD
 BL0744'LEADING SOUTHWEST AND AROUND A WASHED OUT BRIDGE AT THE FOOT OF THE
 BL0744'HILL, 8.4 FEET NORTHEAST OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON
 BL0744'THE WEST SIDE OF THE TREE, 6.3 FEET NORTHWEST OF A 4-INCH GUM WITH A
 BL0744'TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 1.5 FEET SOUTHWEST OF A
 BL0744'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0744'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0435 ***********************************************************************
 BY0435  DESIGNATION -  B 508
 BY0435  PID         -  BY0435
 BY0435  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0435  USGS QUAD   -  HARVEY CREEK (1984)
 BY0435
 BY0435                         *CURRENT SURVEY CONTROL
 BY0435  ___________________________________________________________________
 BY0435* NAD 83(1986)-  31 18 39.     (N)    094 08 39.     (W)     SCALED    
 BY0435* NAVD 88     -        67.71   (+/-2cm)     222.1    (feet)  VERTCON   
 BY0435  ___________________________________________________________________
 BY0435  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0435
 BY0435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0435
 BY0435.The horizontal coordinates were scaled from a topographic map and have
 BY0435.an estimated accuracy of +/- 6 seconds.
 BY0435
 BY0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0435.The vertical order pertains to the NGVD 29 superseded value.
 BY0435
 BY0435.The geoid height was determined by GEOID03.
 BY0435
 BY0435;                    North         East    Units  Estimated Accuracy
 BY0435;SPC TX C     - 3,198,650.    1,288,800.      MT  (+/- 180 meters Scaled)
 BY0435
 BY0435                          SUPERSEDED SURVEY CONTROL
 BY0435
 BY0435  NGVD 29 (??/??/92)   67.734  (m)          222.22   (f) ADJ UNCH    2 0
 BY0435
 BY0435.Superseded values are not recommended for survey control.
 BY0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0435.See file dsdata.txt to determine how the superseded data were derived.
 BY0435
 BY0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ911646(NAD 83)
 BY0435_MARKER: DB = BENCH MARK DISK
 BY0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0435_STAMPING: B 508 1949
 BY0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0435+STABILITY: SURFACE MOTION
 BY0435
 BY0435  HISTORY     - Date     Condition        Report By
 BY0435  HISTORY     - 1949     MONUMENTED       CGS
 BY0435  HISTORY     - 1952     GOOD             NGS
 BY0435
 BY0435                          STATION DESCRIPTION
 BY0435
 BY0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0435'16.3 MI SW FROM SAN AUGUSTINE.
 BY0435'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0435'SAN AUGUSTINE, THENCE 7.65 MILES SOUTH ALONG FARM ROAD 705, AT THE
 BY0435'FARM HOME OF QUICK GARRETT, 153 FEET NORTH OF THE NORTH CORNER OF THE
 BY0435'FARMHOUSE, 76 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 6 FEET
 BY0435'NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 0.8 FOOT SOUTHEAST
 BY0435'OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BY0435'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0258 ***********************************************************************
 BY0258  DESIGNATION -  B 509
 BY0258  PID         -  BY0258
 BY0258  STATE/COUNTY-  TX/NACOGDOCHES
 BY0258  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0258
 BY0258                         *CURRENT SURVEY CONTROL
 BY0258  ___________________________________________________________________
 BY0258* NAD 83(1986)-  31 34 31.     (N)    094 20 04.     (W)     SCALED    
 BY0258* NAVD 88     -        90.79   (+/-2cm)     297.9    (feet)  VERTCON   
 BY0258  ___________________________________________________________________
 BY0258  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BY0258
 BY0258  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0258
 BY0258.The horizontal coordinates were scaled from a topographic map and have
 BY0258.an estimated accuracy of +/- 6 seconds.
 BY0258
 BY0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0258.The vertical order pertains to the NGVD 29 superseded value.
 BY0258
 BY0258.The geoid height was determined by GEOID03.
 BY0258
 BY0258;                    North         East    Units  Estimated Accuracy
 BY0258;SPC TX C     - 3,226,930.    1,269,140.      MT  (+/- 180 meters Scaled)
 BY0258
 BY0258                          SUPERSEDED SURVEY CONTROL
 BY0258
 BY0258  NGVD 29 (??/??/92)   90.826  (m)          297.99   (f) ADJ UNCH    2 0
 BY0258
 BY0258.Superseded values are not recommended for survey control.
 BY0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0258.See file dsdata.txt to determine how the superseded data were derived.
 BY0258
 BY0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ733941(NAD 83)
 BY0258_MARKER: DB = BENCH MARK DISK
 BY0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0258_STAMPING: B 509 1949
 BY0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0258+STABILITY: SURFACE MOTION
 BY0258
 BY0258  HISTORY     - Date     Condition        Report By
 BY0258  HISTORY     - 1949     MONUMENTED       CGS
 BY0258
 BY0258                          STATION DESCRIPTION
 BY0258
 BY0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0258'1.85 MI NE FROM ATTOYAC.
 BY0258'1.85 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0258'ATTOYAC, AT THE FARM HOME OF MRS. RILLA HUNT, 106.0 FEET EAST OF THE
 BY0258'CENTER LINE OF THE ROAD, 51.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BY0258'OF THE HOUSE, 16.0 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD,
 BY0258'1.0 FOOT NORTHWEST OF A FENCE, 1.1 FEET SOUTHWEST OF A REFERENCE POST,
 BY0258'AND SET IN THE TOP OF A CONCRETE PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0044 ***********************************************************************
 AN0044  DESIGNATION -  B 51
 AN0044  PID         -  AN0044
 AN0044  STATE/COUNTY-  TX/MATAGORDA
 AN0044  USGS QUAD   -  MIDFIELD (1995)
 AN0044
 AN0044                         *CURRENT SURVEY CONTROL
 AN0044  ___________________________________________________________________
 AN0044* NAD 83(1986)-  28 52 57.     (N)    096 10 59.     (W)     SCALED    
 AN0044* NAVD 88     -         8.35   (+/-2cm)      27.4    (feet)  VERTCON   
 AN0044  ___________________________________________________________________
 AN0044  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0044
 AN0044  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0044
 AN0044.The horizontal coordinates were scaled from a topographic map and have
 AN0044.an estimated accuracy of +/- 6 seconds.
 AN0044
 AN0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0044.The vertical order pertains to the NGVD 29 superseded value.
 AN0044
 AN0044.The geoid height was determined by GEOID03.
 AN0044
 AN0044;                    North         East    Units  Estimated Accuracy
 AN0044;SPC TXSC     - 4,119,590.      874,730.      MT  (+/- 180 meters Scaled)
 AN0044
 AN0044                          SUPERSEDED SURVEY CONTROL
 AN0044
 AN0044  NGVD 29 (??/??/92)    8.393  (m)           27.54   (f) ADJ UNCH    1 1
 AN0044
 AN0044.Superseded values are not recommended for survey control.
 AN0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0044.See file dsdata.txt to determine how the superseded data were derived.
 AN0044
 AN0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS747982(NAD 83)
 AN0044_MARKER: DB = BENCH MARK DISK
 AN0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0044_SP_SET: ABUTMENT
 AN0044_STAMPING: B 51 1918 ELEV. 28.176 FT.
 AN0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0044
 AN0044  HISTORY     - Date     Condition        Report By
 AN0044  HISTORY     - 1918     MONUMENTED       CGS
 AN0044  HISTORY     - 1972     GOOD             NGS
 AN0044  HISTORY     - 1978     GOOD             NGS
 AN0044  HISTORY     - 1991     GOOD             USPSQD
 AN0044
 AN0044                          STATION DESCRIPTION
 AN0044
 AN0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0044'2.2 MI E FROM BLESSING.
 AN0044'2.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0044'OF THE SOUTHERN PACIFIC RAILROAD AT BLESSING, IN THE TOP OF THE SOUTH
 AN0044'END OF THE WEST CONCRETE ABUTMENT OF BRIDGE 267.1 OVER TRES PALACIOUS
 AN0044'CREEK, 6.2 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 4 1/2 FEET LOWER
 AN0044'THAN THE TRACK.
 AN0044
 AN0044                          STATION RECOVERY (1978)
 AN0044
 AN0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0044'RECOVERED IN GOOD CONDITION.
 AN0044
 AN0044                          STATION RECOVERY (1991)
 AN0044
 AN0044'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0422 ***********************************************************************
 AY0422  DESIGNATION -  B 510
 AY0422  PID         -  AY0422
 AY0422  STATE/COUNTY-  TX/BEXAR
 AY0422  USGS QUAD   -  SOUTHTON (1992)
 AY0422
 AY0422                         *CURRENT SURVEY CONTROL
 AY0422  ___________________________________________________________________
 AY0422* NAD 83(1986)-  29 19 37.     (N)    098 25 26.     (W)     SCALED    
 AY0422* NAVD 88     -       174.746  (meters)     573.31   (feet)  ADJUSTED  
 AY0422  ___________________________________________________________________
 AY0422  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AY0422  DYNAMIC HT  -         174.493 (meters)     572.48  (feet)  COMP
 AY0422  MODELED GRAV-     979,190.0   (mgal)                       NAVD 88
 AY0422
 AY0422  VERT ORDER  -  FIRST     CLASS II
 AY0422
 AY0422.The horizontal coordinates were scaled from a topographic map and have
 AY0422.an estimated accuracy of +/- 6 seconds.
 AY0422
 AY0422.The orthometric height was determined by differential leveling
 AY0422.and adjusted by the National Geodetic Survey in June 1991..
 AY0422
 AY0422.The geoid height was determined by GEOID03.
 AY0422
 AY0422.The dynamic height is computed by dividing the NAVD 88
 AY0422.geopotential number by the normal gravity value computed on the
 AY0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0422.degrees latitude (g = 980.6199 gals.).
 AY0422
 AY0422.The modeled gravity was interpolated from observed gravity values.
 AY0422
 AY0422;                    North         East    Units  Estimated Accuracy
 AY0422;SPC TXSC     - 4,165,670.      655,950.      MT  (+/- 180 meters Scaled)
 AY0422
 AY0422                          SUPERSEDED SURVEY CONTROL
 AY0422
 AY0422  NGVD 29 (??/??/92)  174.653  (m)          573.01   (f) ADJ UNCH    1 2
 AY0422
 AY0422.Superseded values are not recommended for survey control.
 AY0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0422.See file dsdata.txt to determine how the superseded data were derived.
 AY0422
 AY0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT559443(NAD 83)
 AY0422_MARKER: DB = BENCH MARK DISK
 AY0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0422_STAMPING: B 510 1953
 AY0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0422+STABILITY: SURFACE MOTION
 AY0422
 AY0422  HISTORY     - Date     Condition        Report By
 AY0422  HISTORY     - 1953     MONUMENTED       CGS
 AY0422  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY0422
 AY0422                          STATION DESCRIPTION
 AY0422
 AY0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0422'IN SAN ANTONIO.
 AY0422'AT SAN ANTONIO, 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 181 FROM ITS
 AY0422'JUNCTION WITH LOOP 13, THENCE 0.5 MILE EAST ALONG AN OILED ROAD, 36
 AY0422'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTH OF A FENCE,
 AY0422'2.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY0422'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0422
 AY0422                          STATION RECOVERY (1995)
 AY0422
 AY0422'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0199 ***********************************************************************
 GL0199  DESIGNATION -  B 512
 GL0199  PID         -  GL0199
 GL0199  STATE/COUNTY-  TX/SHERMAN
 GL0199  USGS QUAD   -  STRATFORD (1964)
 GL0199
 GL0199                         *CURRENT SURVEY CONTROL
 GL0199  ___________________________________________________________________
 GL0199* NAD 83(1986)-  36 16 13.     (N)    102 04 48.     (W)     SCALED    
 GL0199* NAVD 88     -      1119.588  (meters)    3673.18   (feet)  ADJUSTED  
 GL0199  ___________________________________________________________________
 GL0199  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 GL0199  DYNAMIC HT  -        1118.344 (meters)    3669.10  (feet)  COMP
 GL0199  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 GL0199
 GL0199  VERT ORDER  -  SECOND    CLASS 0
 GL0199
 GL0199.The horizontal coordinates were scaled from a topographic map and have
 GL0199.an estimated accuracy of +/- 6 seconds.
 GL0199
 GL0199.The orthometric height was determined by differential leveling
 GL0199.and adjusted by the National Geodetic Survey in June 1991..
 GL0199
 GL0199.The geoid height was determined by GEOID03.
 GL0199
 GL0199.The dynamic height is computed by dividing the NAVD 88
 GL0199.geopotential number by the normal gravity value computed on the
 GL0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0199.degrees latitude (g = 980.6199 gals.).
 GL0199
 GL0199.The modeled gravity was interpolated from observed gravity values.
 GL0199
 GL0199;                    North         East    Units  Estimated Accuracy
 GL0199;SPC TX N     - 1,252,020.      147,880.      MT  (+/- 180 meters Scaled)
 GL0199
 GL0199                          SUPERSEDED SURVEY CONTROL
 GL0199
 GL0199.No superseded survey control is available for this station.
 GL0199
 GL0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA623178(NAD 83)
 GL0199_MARKER: Z = SEE DESCRIPTION
 GL0199_SETTING: 0 = UNSPECIFIED SETTING
 GL0199_STAMPING: B 512 1935
 GL0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0199
 GL0199  HISTORY     - Date     Condition        Report By
 GL0199  HISTORY     - 1935     MONUMENTED       CGS
 GL0199  HISTORY     - 1943     GOOD             NGS
 GL0199  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0199
 GL0199                          STATION DESCRIPTION
 GL0199
 GL0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0199'5.8 MI SW FROM STRATFORD.
 GL0199'ABOUT 4.0 MILES SOUTH ALONG THE SANTA FE RAILROAD AND ABOUT 1.8 MILES
 GL0199'WEST ALONG A DIM DIRT ROAD FROM THE STATION AT STRATFORD, SHERMAN
 GL0199'COUNTY, 0.65 MILE EAST OF A RANCH HOUSE NORTH OF THE ROAD, SET AT THE
 GL0199'WEST END OF THE SOUTH RIGHT-OF-WAY FENCE, 16.0 FEET SOUTH OF THE NORTH
 GL0199'RIGHT-OF-WAY FENCE, 8.0 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 GL0199'SET IN THE CENTER OF THE ROAD, PROJECTING ABOUT 2-INCHES ABOVE THE
 GL0199'GROUND.
 GL0199
 GL0199                          STATION RECOVERY (1952)
 GL0199
 GL0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0067 ***********************************************************************
 GL0067  DESIGNATION -  B 513
 GL0067  PID         -  GL0067
 GL0067  STATE/COUNTY-  TX/HARTLEY
 GL0067  USGS QUAD   -  WILCO (1965)
 GL0067
 GL0067                         *CURRENT SURVEY CONTROL
 GL0067  ___________________________________________________________________
 GL0067* NAD 83(1986)-  36 01 34.     (N)    102 17 36.     (W)     SCALED    
 GL0067* NAVD 88     -      1182.360  (meters)    3879.13   (feet)  ADJUSTED  
 GL0067  ___________________________________________________________________
 GL0067  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 GL0067  DYNAMIC HT  -        1180.992 (meters)    3874.64  (feet)  COMP
 GL0067  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 GL0067
 GL0067  VERT ORDER  -  SECOND    CLASS 0
 GL0067
 GL0067.The horizontal coordinates were scaled from a topographic map and have
 GL0067.an estimated accuracy of +/- 6 seconds.
 GL0067
 GL0067.The orthometric height was determined by differential leveling
 GL0067.and adjusted by the National Geodetic Survey in June 1991..
 GL0067
 GL0067.The geoid height was determined by GEOID03.
 GL0067
 GL0067.The dynamic height is computed by dividing the NAVD 88
 GL0067.geopotential number by the normal gravity value computed on the
 GL0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0067.degrees latitude (g = 980.6199 gals.).
 GL0067
 GL0067.The modeled gravity was interpolated from observed gravity values.
 GL0067
 GL0067;                    North         East    Units  Estimated Accuracy
 GL0067;SPC TX N     - 1,225,060.      128,500.      MT  (+/- 180 meters Scaled)
 GL0067
 GL0067                          SUPERSEDED SURVEY CONTROL
 GL0067
 GL0067  NGVD 29 (??/??/92) 1181.80   (m)         3877.3    (f) COMPUTED    2 0
 GL0067
 GL0067.Superseded values are not recommended for survey control.
 GL0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0067.See file dsdata.txt to determine how the superseded data were derived.
 GL0067
 GL0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV438902(NAD 83)
 GL0067_MARKER: DB = BENCH MARK DISK
 GL0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0067_STAMPING: B 513 1935
 GL0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0067+STABILITY: SURFACE MOTION
 GL0067
 GL0067  HISTORY     - Date     Condition        Report By
 GL0067  HISTORY     - 1935     MONUMENTED       CGS
 GL0067  HISTORY     - 1943     GOOD             NGS
 GL0067  HISTORY     - 1945     GOOD             LOCENG
 GL0067
 GL0067                          STATION DESCRIPTION
 GL0067
 GL0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0067'14.3 MI E FROM DALHART.
 GL0067'14.3 MILES EAST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0067'DALHART.  SET IN THE SOUTHWEST QUARTER OF A ROAD CROSSING, EAST OF THE
 GL0067'WILCO STATION SIGN.  1 POLE EAST OF MILE POST NUMBER 46.10, 66 FEET
 GL0067'SOUTHWEST OF THE CENTER-LINE OF THE CROSSING, 35 FEET SOUTH OF THE
 GL0067'SOUTH RAIL OF THE MAIN TRACK, 14 FEET NORTH OF A POLE, 0.6 FOOT NORTH
 GL0067'OF THE REFERENCE POST.
 GL0067
 GL0067                          STATION RECOVERY (1945)
 GL0067
 GL0067'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 GL0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0658 ***********************************************************************
 GK0658  DESIGNATION -  B 514
 GK0658  PID         -  GK0658
 GK0658  STATE/COUNTY-  TX/HUTCHINSON
 GK0658  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0658
 GK0658                         *CURRENT SURVEY CONTROL
 GK0658  ___________________________________________________________________
 GK0658* NAD 83(1986)-  36 02 18.     (N)    101 38 09.     (W)     SCALED    
 GK0658* NAVD 88     -      1018.666  (meters)    3342.07   (feet)  ADJUSTED  
 GK0658  ___________________________________________________________________
 GK0658  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 GK0658  DYNAMIC HT  -        1017.526 (meters)    3338.33  (feet)  COMP
 GK0658  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 GK0658
 GK0658  VERT ORDER  -  SECOND    CLASS 0
 GK0658
 GK0658.The horizontal coordinates were scaled from a topographic map and have
 GK0658.an estimated accuracy of +/- 6 seconds.
 GK0658
 GK0658.The orthometric height was determined by differential leveling
 GK0658.and adjusted by the National Geodetic Survey in June 1991..
 GK0658
 GK0658.The geoid height was determined by GEOID03.
 GK0658
 GK0658.The dynamic height is computed by dividing the NAVD 88
 GK0658.geopotential number by the normal gravity value computed on the
 GK0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0658.degrees latitude (g = 980.6199 gals.).
 GK0658
 GK0658.The modeled gravity was interpolated from observed gravity values.
 GK0658
 GK0658;                    North         East    Units  Estimated Accuracy
 GK0658;SPC TX N     - 1,226,140.      187,760.      MT  (+/- 180 meters Scaled)
 GK0658
 GK0658                          SUPERSEDED SURVEY CONTROL
 GK0658
 GK0658  NGVD 29 (??/??/92) 1018.179  (m)         3340.48   (f) ADJ UNCH    2 0
 GK0658
 GK0658.Superseded values are not recommended for survey control.
 GK0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0658.See file dsdata.txt to determine how the superseded data were derived.
 GK0658
 GK0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE625914(NAD 83)
 GK0658_MARKER: DB = BENCH MARK DISK
 GK0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0658_STAMPING: B 514 1935
 GK0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0658+STABILITY: SURFACE MOTION
 GK0658
 GK0658  HISTORY     - Date     Condition        Report By
 GK0658  HISTORY     - 1935     MONUMENTED       CGS
 GK0658  HISTORY     - 1943     GOOD             NGS
 GK0658
 GK0658                          STATION DESCRIPTION
 GK0658
 GK0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0658'9.1 MI W FROM MORSE.
 GK0658'THIS MARK IS ABOUT 9.1 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0658'GULF RAILWAY FROM THE RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY,
 GK0658'75.0 FEET WEST OF THE EAST SWITCH STAND FOR THE CAPPS SIDING, 3.0 FEET
 GK0658'NORTH OF A EAST-WEST FENCE, 26.0 FEET EAST OF A CORNER FENCE POST,
 GK0658'ACROSS TRACK FROM MILEPOST 9.10, 75.0 FEET NORTH OF THE NORTH RAIL OF
 GK0658'MAIN TRACK, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND. STAMPED B 514
 GK0658'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0367 ***********************************************************************
 GK0367  DESIGNATION -  B 515 RESET 1943
 GK0367  PID         -  GK0367
 GK0367  STATE/COUNTY-  TX/HANSFORD
 GK0367  USGS QUAD   -  SPEARMAN (1974)
 GK0367
 GK0367                         *CURRENT SURVEY CONTROL
 GK0367  ___________________________________________________________________
 GK0367* NAD 83(1986)-  36 11 55.     (N)    101 07 43.     (W)     SCALED    
 GK0367* NAVD 88     -       940.693  (meters)    3086.26   (feet)  ADJUSTED  
 GK0367  ___________________________________________________________________
 GK0367  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 GK0367  DYNAMIC HT  -         939.682 (meters)    3082.94  (feet)  COMP
 GK0367  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 GK0367
 GK0367  VERT ORDER  -  SECOND    CLASS 0
 GK0367
 GK0367.The horizontal coordinates were scaled from a topographic map and have
 GK0367.an estimated accuracy of +/- 6 seconds.
 GK0367
 GK0367.The orthometric height was determined by differential leveling
 GK0367.and adjusted by the National Geodetic Survey in June 1991..
 GK0367
 GK0367.The geoid height was determined by GEOID03.
 GK0367
 GK0367.The dynamic height is computed by dividing the NAVD 88
 GK0367.geopotential number by the normal gravity value computed on the
 GK0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0367.degrees latitude (g = 980.6199 gals.).
 GK0367
 GK0367.The modeled gravity was interpolated from observed gravity values.
 GK0367
 GK0367;                    North         East    Units  Estimated Accuracy
 GK0367;SPC TX N     - 1,243,980.      233,400.      MT  (+/- 180 meters Scaled)
 GK0367
 GK0367                          SUPERSEDED SURVEY CONTROL
 GK0367
 GK0367  NGVD 29 (??/??/92)  940.265  (m)         3084.85   (f) ADJ UNCH    2 0
 GK0367
 GK0367.Superseded values are not recommended for survey control.
 GK0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0367.See file dsdata.txt to determine how the superseded data were derived.
 GK0367
 GK0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF086080(NAD 83)
 GK0367_MARKER: DB = BENCH MARK DISK
 GK0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0367_STAMPING: B 515 1935 RESET 1943
 GK0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0367+STABILITY: SURFACE MOTION
 GK0367
 GK0367  HISTORY     - Date     Condition        Report By
 GK0367  HISTORY     - 1943     MONUMENTED       CGS
 GK0367
 GK0367                          STATION DESCRIPTION
 GK0367
 GK0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0367'3.3 MI E FROM SPEARMAN.
 GK0367'3.3 MILES EAST ALONG A GRADED HIGHWAY FROM THE COURTHOUSE AT SPEARMAN,
 GK0367'HANSFORD COUNTY, 0.45 MILE WEST OF A YELLOW BRICK HOUSE SOUTH OF THE
 GK0367'HIGHWAY, AT A DIRT-ROAD INTERSECTION, 74 FEET WEST OF THE CENTERLINE
 GK0367'OF THE NORTH-AND-SOUTH ROAD, 50 FEET NORTH OF THE CENTERLINE OF THE
 GK0367'HIGHWAY, 43.6 FEET WEST OF THE CORNER FENCEPOST, AND 1.5 FEET SOUTH OF
 GK0367'THE RIGHT-OF-WAY FENCELINE.  A STANDARD DISK, STAMPED B 515 1935 RESET
 GK0367'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 GK0367'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1476 ***********************************************************************
 FL1476  DESIGNATION -  B 516
 FL1476  PID         -  FL1476
 FL1476  STATE/COUNTY-  TX/MOORE
 FL1476  USGS QUAD   -  DUMAS NORTH (1965)
 FL1476
 FL1476                         *CURRENT SURVEY CONTROL
 FL1476  ___________________________________________________________________
 FL1476* NAD 83(1986)-  35 53 38.     (N)    101 54 51.     (W)     SCALED    
 FL1476* NAVD 88     -      1097.289  (meters)    3600.02   (feet)  ADJUSTED  
 FL1476  ___________________________________________________________________
 FL1476  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL1476  DYNAMIC HT  -        1096.025 (meters)    3595.88  (feet)  COMP
 FL1476  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 FL1476
 FL1476  VERT ORDER  -  SECOND    CLASS 0
 FL1476
 FL1476.The horizontal coordinates were scaled from a topographic map and have
 FL1476.an estimated accuracy of +/- 6 seconds.
 FL1476
 FL1476.The orthometric height was determined by differential leveling
 FL1476.and adjusted by the National Geodetic Survey in June 1991..
 FL1476
 FL1476.The geoid height was determined by GEOID03.
 FL1476
 FL1476.The dynamic height is computed by dividing the NAVD 88
 FL1476.geopotential number by the normal gravity value computed on the
 FL1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1476.degrees latitude (g = 980.6199 gals.).
 FL1476
 FL1476.The modeled gravity was interpolated from observed gravity values.
 FL1476
 FL1476;                    North         East    Units  Estimated Accuracy
 FL1476;SPC TX N     - 1,210,180.      162,610.      MT  (+/- 180 meters Scaled)
 FL1476
 FL1476                          SUPERSEDED SURVEY CONTROL
 FL1476
 FL1476  NGVD 29 (??/??/92) 1096.751  (m)         3598.26   (f) ADJ UNCH    2 0
 FL1476
 FL1476.Superseded values are not recommended for survey control.
 FL1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1476.See file dsdata.txt to determine how the superseded data were derived.
 FL1476
 FL1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE369761(NAD 83)
 FL1476_MARKER: DB = BENCH MARK DISK
 FL1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1476_STAMPING: B 516 1935
 FL1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1476+STABILITY: SURFACE MOTION
 FL1476
 FL1476  HISTORY     - Date     Condition        Report By
 FL1476  HISTORY     - 1935     MONUMENTED       CGS
 FL1476  HISTORY     - 1952     MARK NOT FOUND   NGS
 FL1476
 FL1476                          STATION DESCRIPTION
 FL1476
 FL1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1476'5.5 MI NE FROM DUMAS.
 FL1476'TO REACH FROM DUMAS COURTHOUSE GO 2.1 MILES NORTH ALONG STATE HIGHWAY
 FL1476'NO. 9, THENCE 3.4 MILES EAST ALONG GRADED ROAD.  0.2 MILE WEST OF JOG
 FL1476'IN ROAD TO NORTH, ABOUT 940 FEET NORTH OF LONG TIN BARN.  27.3 FEET
 FL1476'SOUTH OF CENTERLINE OF ROAD, 2.7 FEET NORTH OF RIGHT OF WAY FENCE, AT
 FL1476'NORTH END OF NORTH AND SOUTH FENCE.
 FL1476
 FL1476                          STATION RECOVERY (1952)
 FL1476
 FL1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FL1476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0220 ***********************************************************************
 GL0220  DESIGNATION -  B 517
 GL0220  PID         -  GL0220
 GL0220  STATE/COUNTY-  TX/SHERMAN
 GL0220  USGS QUAD   -  LAUTZ (1965)
 GL0220
 GL0220                         *CURRENT SURVEY CONTROL
 GL0220  ___________________________________________________________________
 GL0220* NAD 83(1986)-  36 12 04.     (N)    102 02 04.     (W)     SCALED    
 GL0220* NAVD 88     -      1103.121  (meters)    3619.16   (feet)  ADJUSTED  
 GL0220  ___________________________________________________________________
 GL0220  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 GL0220  DYNAMIC HT  -        1101.891 (meters)    3615.12  (feet)  COMP
 GL0220  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 GL0220
 GL0220  VERT ORDER  -  SECOND    CLASS 0
 GL0220
 GL0220.The horizontal coordinates were scaled from a topographic map and have
 GL0220.an estimated accuracy of +/- 6 seconds.
 GL0220
 GL0220.The orthometric height was determined by differential leveling
 GL0220.and adjusted by the National Geodetic Survey in June 1991..
 GL0220
 GL0220.The geoid height was determined by GEOID03.
 GL0220
 GL0220.The dynamic height is computed by dividing the NAVD 88
 GL0220.geopotential number by the normal gravity value computed on the
 GL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0220.degrees latitude (g = 980.6199 gals.).
 GL0220
 GL0220.The modeled gravity was interpolated from observed gravity values.
 GL0220
 GL0220;                    North         East    Units  Estimated Accuracy
 GL0220;SPC TX N     - 1,244,320.      151,940.      MT  (+/- 180 meters Scaled)
 GL0220
 GL0220                          SUPERSEDED SURVEY CONTROL
 GL0220
 GL0220.No superseded survey control is available for this station.
 GL0220
 GL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA666103(NAD 83)
 GL0220_MARKER: DB = BENCH MARK DISK
 GL0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0220_STAMPING: B 517 1935
 GL0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0220+STABILITY: SURFACE MOTION
 GL0220
 GL0220  HISTORY     - Date     Condition        Report By
 GL0220  HISTORY     - 1935     MONUMENTED       CGS
 GL0220  HISTORY     - 1943     GOOD             NGS
 GL0220  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0220
 GL0220                          STATION DESCRIPTION
 GL0220
 GL0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0220'10.0 MI S FROM STRATFORD.
 GL0220'THIS MARK IS ABOUT 10.0 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM
 GL0220'THE STATION AT STRATFORD, SHERMAN COUNTY, 0.05 MILE SOUTH OF A ROAD
 GL0220'CROSSING, 54.0 FEET SOUTH OF MILEPOST 76, 4.0 FEET EAST OF THE WEST
 GL0220'RIGHT-OF-WAY FENCE, 43.0 FEET WEST OF THE WEST RAIL, PROJECTING ABOUT
 GL0220'6-INCHES ABOVE THE GROUND, 2.0 FEET NORTHEAST OF A WHITE REFERENCE
 GL0220'POST.
 GL0220
 GL0220                          STATION RECOVERY (1965)
 GL0220
 GL0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0747 ***********************************************************************
 FL0747  DESIGNATION -  B 519
 FL0747  PID         -  FL0747
 FL0747  STATE/COUNTY-  TX/HUTCHINSON
 FL0747  USGS QUAD   -  PRINGLE (1978)
 FL0747
 FL0747                         *CURRENT SURVEY CONTROL
 FL0747  ___________________________________________________________________
 FL0747* NAD 83(1986)-  35 56 35.     (N)    101 24 13.     (W)     SCALED    
 FL0747* NAVD 88     -      1012.753  (meters)    3322.67   (feet)  ADJUSTED  
 FL0747  ___________________________________________________________________
 FL0747  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 FL0747  DYNAMIC HT  -        1011.621 (meters)    3318.96  (feet)  COMP
 FL0747  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 FL0747
 FL0747  VERT ORDER  -  SECOND    CLASS 0
 FL0747
 FL0747.The horizontal coordinates were scaled from a topographic map and have
 FL0747.an estimated accuracy of +/- 6 seconds.
 FL0747
 FL0747.The orthometric height was determined by differential leveling
 FL0747.and adjusted by the National Geodetic Survey in June 1991..
 FL0747
 FL0747.The geoid height was determined by GEOID03.
 FL0747
 FL0747.The dynamic height is computed by dividing the NAVD 88
 FL0747.geopotential number by the normal gravity value computed on the
 FL0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0747.degrees latitude (g = 980.6199 gals.).
 FL0747
 FL0747.The modeled gravity was interpolated from observed gravity values.
 FL0747
 FL0747;                    North         East    Units  Estimated Accuracy
 FL0747;SPC TX N     - 1,215,570.      208,700.      MT  (+/- 180 meters Scaled)
 FL0747
 FL0747                          SUPERSEDED SURVEY CONTROL
 FL0747
 FL0747  NGVD 29 (??/??/92) 1012.281  (m)         3321.13   (f) ADJ UNCH    2 0
 FL0747
 FL0747.Superseded values are not recommended for survey control.
 FL0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0747.See file dsdata.txt to determine how the superseded data were derived.
 FL0747
 FL0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE831803(NAD 83)
 FL0747_MARKER: DB = BENCH MARK DISK
 FL0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0747_STAMPING: B 519 1935
 FL0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0747+STABILITY: SURFACE MOTION
 FL0747
 FL0747  HISTORY     - Date     Condition        Report By
 FL0747  HISTORY     - 1935     MONUMENTED       CGS
 FL0747  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0747
 FL0747                          STATION DESCRIPTION
 FL0747
 FL0747'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0747'8.8 MI NE FROM STINNETT.
 FL0747'8.8 MILES NORTHEAST ALONG STATE HIGHWAY 117 FROM THE COUNTY COURTHOUSE
 FL0747'AT STINNETT, 2.4 MILES NORTHEAST OF THE END OF THE PAVEMENT, 2.3 MILES
 FL0747'NORTH OF BENCH MARK A 519, DESCRIBED ABOVE, 53.8 FEET NORTH OF THE
 FL0747'CENTERLINE OF THE HIGHWAY, AT A CROSSING OF FENCES, AND 6 FEET
 FL0747'SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED B 519 1935 AND
 FL0747'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1208 ***********************************************************************
 AW1208  DESIGNATION -  B 52 RESET 1951
 AW1208  PID         -  AW1208
 AW1208  STATE/COUNTY-  TX/MATAGORDA
 AW1208  USGS QUAD   -  ASHWOOD (1980)
 AW1208
 AW1208                         *CURRENT SURVEY CONTROL
 AW1208  ___________________________________________________________________
 AW1208* NAD 83(1986)-  29 01 14.     (N)    095 48 33.     (W)     SCALED    
 AW1208* NAVD 88     -        10.28   (+/-2cm)      33.7    (feet)  VERTCON   
 AW1208  ___________________________________________________________________
 AW1208  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW1208
 AW1208  VERT ORDER  -  THIRD (See Below)
 AW1208
 AW1208.The horizontal coordinates were scaled from a topographic map and have
 AW1208.an estimated accuracy of +/- 6 seconds.
 AW1208
 AW1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1208.The vertical order pertains to the NGVD 29 superseded value.
 AW1208
 AW1208.The geoid height was determined by GEOID03.
 AW1208
 AW1208;                    North         East    Units  Estimated Accuracy
 AW1208;SPC TXSC     - 4,135,820.      910,770.      MT  (+/- 180 meters Scaled)
 AW1208
 AW1208                          SUPERSEDED SURVEY CONTROL
 AW1208
 AW1208  NGVD 29 (??/??/??)   10.30   (m)           33.8    (f) RESET       3  
 AW1208
 AW1208.Superseded values are not recommended for survey control.
 AW1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1208.See file dsdata.txt to determine how the superseded data were derived.
 AW1208
 AW1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN263135(NAD 83)
 AW1208_MARKER: DB = BENCH MARK DISK
 AW1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1208_STAMPING: B 52 1918 RESET 1951 ELEV. 33.895 FT.
 AW1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1208+STABILITY: SURFACE MOTION
 AW1208
 AW1208  HISTORY     - Date     Condition        Report By
 AW1208  HISTORY     - 1951     MONUMENTED       CGS
 AW1208  HISTORY     - 1972     GOOD             NGS
 AW1208  HISTORY     - 1978     GOOD             NGS
 AW1208  HISTORY     - 1989     GOOD             USPSQD
 AW1208
 AW1208                          STATION DESCRIPTION
 AW1208
 AW1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1208'6.7 MI SW FROM SWEENY.
 AW1208'6.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1208'STATION AT SWEENY, 48.4 FEET EAST OF MILEPOLE 294, 120.0 FEET
 AW1208'NORTHWEST OF THE CENTER LINE OF A SHELL ROAD, 45.6 FEET NORTHWEST OF
 AW1208'THE NORTHWEST RAIL, 0.8 FOOT NORTHWEST OF A WITNESS POST, ABOUT 3 FEET
 AW1208'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW1208'0.9 FOOT ABOVE THE GROUND.
 AW1208
 AW1208                          STATION RECOVERY (1978)
 AW1208
 AW1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1208'RECOVERED IN GOOD CONDITION.
 AW1208
 AW1208                          STATION RECOVERY (1989)
 AW1208
 AW1208'RECOVERY NOTE BY US POWER SQUADRON 1989 (OOG)
 AW1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1191 ***********************************************************************
 AY1191  DESIGNATION -  B 520
 AY1191  PID         -  AY1191
 AY1191  STATE/COUNTY-  TX/BANDERA
 AY1191  USGS QUAD   -  TARPLEY (1964)
 AY1191
 AY1191                         *CURRENT SURVEY CONTROL
 AY1191  ___________________________________________________________________
 AY1191* NAD 83(1986)-  29 37 57.     (N)    099 15 36.     (W)     SCALED    
 AY1191* NAVD 88     -       388.529  (meters)    1274.70   (feet)  POSTED    
 AY1191  ___________________________________________________________________
 AY1191  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AY1191  DYNAMIC HT  -         387.960 (meters)    1272.83  (feet)  COMP
 AY1191  MODELED GRAV-     979,161.6   (mgal)                       NAVD 88
 AY1191
 AY1191  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1191
 AY1191.The horizontal coordinates were scaled from a topographic map and have
 AY1191.an estimated accuracy of +/- 6 seconds.
 AY1191
 AY1191.The orthometric height was determined by differential leveling
 AY1191.and adjusted by the National Geodetic Survey in 1992..
 AY1191.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1191.rate of 0.0 thru 1.0 mm/km.
 AY1191
 AY1191.The geoid height was determined by GEOID03.
 AY1191
 AY1191.The dynamic height is computed by dividing the NAVD 88
 AY1191.geopotential number by the normal gravity value computed on the
 AY1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1191.degrees latitude (g = 980.6199 gals.).
 AY1191
 AY1191.The modeled gravity was interpolated from observed gravity values.
 AY1191
 AY1191;                    North         East    Units  Estimated Accuracy
 AY1191;SPC TXSC     - 4,199,420.      574,830.      MT  (+/- 180 meters Scaled)
 AY1191
 AY1191                          SUPERSEDED SURVEY CONTROL
 AY1191
 AY1191  NGVD 29 (??/??/92)  388.391  (m)         1274.25   (f) ADJ UNCH    2 0
 AY1191
 AY1191.Superseded values are not recommended for survey control.
 AY1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1191.See file dsdata.txt to determine how the superseded data were derived.
 AY1191
 AY1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT748780(NAD 83)
 AY1191_MARKER: DB = BENCH MARK DISK
 AY1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1191_STAMPING: B 520 1953
 AY1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1191+STABILITY: SURFACE MOTION
 AY1191
 AY1191  HISTORY     - Date     Condition        Report By
 AY1191  HISTORY     - 1953     MONUMENTED       CGS
 AY1191  HISTORY     - 19931201 GOOD             USPSQD
 AY1191  HISTORY     - 20030109 GOOD             USPSQD
 AY1191
 AY1191                          STATION DESCRIPTION
 AY1191
 AY1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1191'2.0 MI SE FROM TARPLEY.
 AY1191'2.0 MILES SOUTHEAST ALONG FARM ROAD 1888 FROM THE POST OFFICE AT
 AY1191'TARPLEY, 0.1 MILE EAST OF A LARGE WHITE HOUSE, AT THE CROSSING OF A
 AY1191'HUMBLE OIL COMPANY PIPE LINE, 41 FEET EAST OF THE CENTER LINE OF THE
 AY1191'FARM ROAD, 17.8 FEET NORTH OF THE NORTH END OF A GATE, 9.5 FEET
 AY1191'NORTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 2 FEET
 AY1191'WEST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AY1191'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1191
 AY1191                          STATION RECOVERY (1993)
 AY1191
 AY1191'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1191'RECOVERED IN GOOD CONDITION.
 AY1191
 AY1191                          STATION RECOVERY (2003)
 AY1191
 AY1191'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1414 ***********************************************************************
 FL1414  DESIGNATION -  B 521
 FL1414  PID         -  FL1414
 FL1414  STATE/COUNTY-  TX/HUTCHINSON
 FL1414  USGS QUAD   -  PRINGLE (1978)
 FL1414
 FL1414                         *CURRENT SURVEY CONTROL
 FL1414  ___________________________________________________________________
 FL1414* NAD 83(1986)-  35 57 03.     (N)    101 29 51.     (W)     SCALED    
 FL1414* NAVD 88     -      1014.083  (meters)    3327.04   (feet)  ADJUSTED  
 FL1414  ___________________________________________________________________
 FL1414  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 FL1414  DYNAMIC HT  -        1012.948 (meters)    3323.31  (feet)  COMP
 FL1414  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 FL1414
 FL1414  VERT ORDER  -  SECOND    CLASS 0
 FL1414
 FL1414.The horizontal coordinates were scaled from a topographic map and have
 FL1414.an estimated accuracy of +/- 6 seconds.
 FL1414
 FL1414.The orthometric height was determined by differential leveling
 FL1414.and adjusted by the National Geodetic Survey in June 1991..
 FL1414
 FL1414.The geoid height was determined by GEOID03.
 FL1414
 FL1414.The dynamic height is computed by dividing the NAVD 88
 FL1414.geopotential number by the normal gravity value computed on the
 FL1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1414.degrees latitude (g = 980.6199 gals.).
 FL1414
 FL1414.The modeled gravity was interpolated from observed gravity values.
 FL1414
 FL1414;                    North         East    Units  Estimated Accuracy
 FL1414;SPC TX N     - 1,216,420.      200,230.      MT  (+/- 180 meters Scaled)
 FL1414
 FL1414                          SUPERSEDED SURVEY CONTROL
 FL1414
 FL1414  NGVD 29 (??/??/92) 1013.609  (m)         3325.48   (f) ADJ UNCH    2 0
 FL1414
 FL1414.Superseded values are not recommended for survey control.
 FL1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1414.See file dsdata.txt to determine how the superseded data were derived.
 FL1414
 FL1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE747813(NAD 83)
 FL1414_MARKER: DB = BENCH MARK DISK
 FL1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1414_STAMPING: B 521 1935
 FL1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1414+STABILITY: SURFACE MOTION
 FL1414
 FL1414  HISTORY     - Date     Condition        Report By
 FL1414  HISTORY     - 1935     MONUMENTED       CGS
 FL1414  HISTORY     - 1952     MARK NOT FOUND   NGS
 FL1414
 FL1414                          STATION DESCRIPTION
 FL1414
 FL1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1414'2.5 MI W FROM PRINGLE.
 FL1414'2.5 MILES WEST OF POST OFFICE BY ROAD.  ALONG GRADED ROAD AT POINT
 FL1414'WHERE GAS PIPE LINE CROSSES.  33 FEET NORTH OF CENTERLINE OF ROAD, 6.2
 FL1414'FEET EAST OF CORNER RIGHT OF WAY POST, AND 1.5 FEET SOUTH OF RIGHT OF
 FL1414'WAY FENCE.
 FL1414
 FL1414                          STATION RECOVERY (1952)
 FL1414
 FL1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FL1414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0741 ***********************************************************************
 FL0741  DESIGNATION -  B 524
 FL0741  PID         -  FL0741
 FL0741  STATE/COUNTY-  TX/HUTCHINSON
 FL0741  USGS QUAD   -  ADOBE CREEK (1971)
 FL0741
 FL0741                         *CURRENT SURVEY CONTROL
 FL0741  ___________________________________________________________________
 FL0741* NAD 83(1986)-  35 55 03.     (N)    101 11 35.     (W)     SCALED    
 FL0741* NAVD 88     -       886.601  (meters)    2908.79   (feet)  ADJUSTED  
 FL0741  ___________________________________________________________________
 FL0741  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FL0741  DYNAMIC HT  -         885.633 (meters)    2905.61  (feet)  COMP
 FL0741  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 FL0741
 FL0741  VERT ORDER  -  SECOND    CLASS 0
 FL0741
 FL0741.The horizontal coordinates were scaled from a topographic map and have
 FL0741.an estimated accuracy of +/- 6 seconds.
 FL0741
 FL0741.The orthometric height was determined by differential leveling
 FL0741.and adjusted by the National Geodetic Survey in June 1991..
 FL0741
 FL0741.The geoid height was determined by GEOID03.
 FL0741
 FL0741.The dynamic height is computed by dividing the NAVD 88
 FL0741.geopotential number by the normal gravity value computed on the
 FL0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0741.degrees latitude (g = 980.6199 gals.).
 FL0741
 FL0741.The modeled gravity was interpolated from observed gravity values.
 FL0741
 FL0741;                    North         East    Units  Estimated Accuracy
 FL0741;SPC TX N     - 1,212,770.      227,700.      MT  (+/- 180 meters Scaled)
 FL0741
 FL0741                          SUPERSEDED SURVEY CONTROL
 FL0741
 FL0741  NGVD 29 (??/??/92)  886.179  (m)         2907.41   (f) ADJ UNCH    2 0
 FL0741
 FL0741.Superseded values are not recommended for survey control.
 FL0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0741.See file dsdata.txt to determine how the superseded data were derived.
 FL0741
 FL0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE021770(NAD 83)
 FL0741_MARKER: DB = BENCH MARK DISK
 FL0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0741_STAMPING: B 524 1935
 FL0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0741+STABILITY: SURFACE MOTION
 FL0741
 FL0741  HISTORY     - Date     Condition        Report By
 FL0741  HISTORY     - 1935     MONUMENTED       CGS
 FL0741
 FL0741                          STATION DESCRIPTION
 FL0741
 FL0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0741'25.9 MI SW FROM SPEARMAN.
 FL0741'IN HUTCHINSON COUNTY, 25.9 MILES SOUTHWEST OF SPEARMAN, HANSFORD
 FL0741'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY
 FL0741'GOING 0.4 MILE WEST ALONG STATE HIGHWAY 282, THENCE 11.6 MILES SOUTH,
 FL0741'2.0 MILES WEST, 1.2 MILES SOUTH, 1.1 MILES WEST, AND 9.6 MILES SOUTH
 FL0741'ALONG GRADED ROADS, ON THE NORTH BRIM OF A DEEP CANYON, 200 FEET WEST
 FL0741'OF A JOG IN THE ROAD, 23 FEET SOUTHWEST OF THE CENTERLINE OF A CATTLE
 FL0741'GUARD, AND 19 FEET WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED B
 FL0741'524 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0616 ***********************************************************************
 AY0616  DESIGNATION -  B 525
 AY0616  PID         -  AY0616
 AY0616  STATE/COUNTY-  TX/BEXAR
 AY0616  USGS QUAD   -  CULEBRA HILL (1993)
 AY0616
 AY0616                         *CURRENT SURVEY CONTROL
 AY0616  ___________________________________________________________________
 AY0616* NAD 83(1986)-  29 22 59.     (N)    098 41 38.     (W)     SCALED    
 AY0616* NAVD 88     -       244.545  (meters)     802.31   (feet)  POSTED    
 AY0616  ___________________________________________________________________
 AY0616  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AY0616  DYNAMIC HT  -         244.190 (meters)     801.15  (feet)  COMP
 AY0616  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AY0616
 AY0616  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0616
 AY0616.The horizontal coordinates were scaled from a topographic map and have
 AY0616.an estimated accuracy of +/- 6 seconds.
 AY0616
 AY0616.The orthometric height was determined by differential leveling
 AY0616.and adjusted by the National Geodetic Survey in 1992..
 AY0616.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0616.rate of 0.0 thru 1.0 mm/km.
 AY0616
 AY0616.The geoid height was determined by GEOID03.
 AY0616
 AY0616.The dynamic height is computed by dividing the NAVD 88
 AY0616.geopotential number by the normal gravity value computed on the
 AY0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0616.degrees latitude (g = 980.6199 gals.).
 AY0616
 AY0616.The modeled gravity was interpolated from observed gravity values.
 AY0616
 AY0616;                    North         East    Units  Estimated Accuracy
 AY0616;SPC TXSC     - 4,171,790.      629,710.      MT  (+/- 180 meters Scaled)
 AY0616
 AY0616                          SUPERSEDED SURVEY CONTROL
 AY0616
 AY0616  NGVD 29 (??/??/92)  244.436  (m)          801.95   (f) ADJ UNCH    1 2
 AY0616
 AY0616.Superseded values are not recommended for survey control.
 AY0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0616.See file dsdata.txt to determine how the superseded data were derived.
 AY0616
 AY0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT297504(NAD 83)
 AY0616_MARKER: DB = BENCH MARK DISK
 AY0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0616_SP_SET: CULVERT
 AY0616_STAMPING: B 525 1953
 AY0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0616
 AY0616  HISTORY     - Date     Condition        Report By
 AY0616  HISTORY     - 1953     MONUMENTED       CGS
 AY0616  HISTORY     - 1968     GOOD             NGS
 AY0616  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0616  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0616  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY0616
 AY0616                          STATION DESCRIPTION
 AY0616
 AY0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AY0616'4.2 MI W FROM SAN ANTONIO.
 AY0616'4.2 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF LOOP 13
 AY0616'(MILITARY DRIVE) AT SAN ANTONIO, BEXAR COUNTY, AT THE JUNCTION OF PUE
 AY0616'ROAD, 68 FEET WEST OF THE CENTERLINE OF PUE ROAD, 22 FEET SOUTH OF THE
 AY0616'CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT UNDER THE HIGHWAY,
 AY0616'AND IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL.  A STANDARD DISK,
 AY0616'STAMPED B 525 1953.
 AY0616
 AY0616                          STATION RECOVERY (1982)
 AY0616
 AY0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0616'MARK NOT RECOVERED, APPEARS A NEW HEADWALL HAS BEEN BUILT.
 AY0616
 AY0616                          STATION RECOVERY (1986)
 AY0616
 AY0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0616'MARK NOT FOUND.
 AY0616
 AY0616                          STATION RECOVERY (1999)
 AY0616
 AY0616'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0377 ***********************************************************************
 GK0377  DESIGNATION -  B 526 RESET 1952
 GK0377  PID         -  GK0377
 GK0377  STATE/COUNTY-  TX/HANSFORD
 GK0377  USGS QUAD   -  HOLT (1974)
 GK0377
 GK0377                         *CURRENT SURVEY CONTROL
 GK0377  ___________________________________________________________________
 GK0377* NAD 83(1986)-  36 04 55.     (N)    101 08 40.     (W)     SCALED    
 GK0377* NAVD 88     -       949.72   (+/-2cm)    3115.9    (feet)  VERTCON   
 GK0377  ___________________________________________________________________
 GK0377  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 GK0377
 GK0377  VERT ORDER  -  THIRD (See Below)
 GK0377
 GK0377.The horizontal coordinates were scaled from a topographic map and have
 GK0377.an estimated accuracy of +/- 6 seconds.
 GK0377
 GK0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0377.The vertical order pertains to the NGVD 29 superseded value.
 GK0377
 GK0377.The geoid height was determined by GEOID03.
 GK0377
 GK0377;                    North         East    Units  Estimated Accuracy
 GK0377;SPC TX N     - 1,231,030.      232,020.      MT  (+/- 180 meters Scaled)
 GK0377
 GK0377                          SUPERSEDED SURVEY CONTROL
 GK0377
 GK0377  NGVD 29 (??/??/??)  949.28   (m)         3114.4    (f) RESET       3  
 GK0377
 GK0377.Superseded values are not recommended for survey control.
 GK0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0377.See file dsdata.txt to determine how the superseded data were derived.
 GK0377
 GK0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE069951(NAD 83)
 GK0377_MARKER: DB = BENCH MARK DISK
 GK0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0377_STAMPING: B 526 RESET 1952
 GK0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0377+STABILITY: SURFACE MOTION
 GK0377
 GK0377  HISTORY     - Date     Condition        Report By
 GK0377  HISTORY     - 1952     MONUMENTED       CGS
 GK0377
 GK0377                          STATION DESCRIPTION
 GK0377
 GK0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0377'12.2 MI SE FROM SPEARMAN.
 GK0377'TO REACH THE BENCH MARK FROM THE NORTH SIDE OF THE COURTHOUSE IN
 GK0377'SPEARMAN, GO EASTERLY ON FARM ROAD NO. 759 FOR 0.6 MILE TO ITS
 GK0377'JUNCTION WITH FARM ROAD NO. 760.  TURN SOUTH ON FARM ROAD NO. 760 AND
 GK0377'GO 7.8 MILES TO AN EAST-WEST DIRT ROAD.  TURN EAST AND GO 3.0 MILES TO
 GK0377'A ROAD INTERSECTION AND STATION 15 PACES SOUTH OF THE CENTERLINE OF
 GK0377'THE EAST-WEST ROAD, 10 PACES EAST OF A NORTH-SOUTH ROAD 2 FEET EAST OF
 GK0377'A POWERLINE POLE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 GK0377'ROUND CONCRETE POST PROJECTING ABOUT 6 INCHES AND IS STAMPED B 526
 GK0377'RESET 1952.  PROJECTS 6  INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0135 ***********************************************************************
 GK0135  DESIGNATION -  B 527
 GK0135  PID         -  GK0135
 GK0135  STATE/COUNTY-  TX/OCHILTREE
 GK0135  USGS QUAD   -  FARNSWORTH (1973)
 GK0135
 GK0135                         *CURRENT SURVEY CONTROL
 GK0135  ___________________________________________________________________
 GK0135* NAD 83(1986)-  36 16 05.     (N)    100 57 51.     (W)     SCALED    
 GK0135* NAVD 88     -       911.424  (meters)    2990.23   (feet)  ADJUSTED  
 GK0135  ___________________________________________________________________
 GK0135  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GK0135  DYNAMIC HT  -         910.455 (meters)    2987.05  (feet)  COMP
 GK0135  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 GK0135
 GK0135  VERT ORDER  -  SECOND    CLASS 0
 GK0135
 GK0135.The horizontal coordinates were scaled from a topographic map and have
 GK0135.an estimated accuracy of +/- 6 seconds.
 GK0135
 GK0135.The orthometric height was determined by differential leveling
 GK0135.and adjusted by the National Geodetic Survey in June 1991..
 GK0135
 GK0135.The geoid height was determined by GEOID03.
 GK0135
 GK0135.The dynamic height is computed by dividing the NAVD 88
 GK0135.geopotential number by the normal gravity value computed on the
 GK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0135.degrees latitude (g = 980.6199 gals.).
 GK0135
 GK0135.The modeled gravity was interpolated from observed gravity values.
 GK0135
 GK0135;                    North         East    Units  Estimated Accuracy
 GK0135;SPC TX N     - 1,251,750.      248,150.      MT  (+/- 180 meters Scaled)
 GK0135
 GK0135                          SUPERSEDED SURVEY CONTROL
 GK0135
 GK0135  NGVD 29 (??/??/92)  911.020  (m)         2988.90   (f) ADJ UNCH    2 0
 GK0135
 GK0135.Superseded values are not recommended for survey control.
 GK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0135.See file dsdata.txt to determine how the superseded data were derived.
 GK0135
 GK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF235154(NAD 83)
 GK0135_MARKER: DB = BENCH MARK DISK
 GK0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0135_STAMPING: B 527 1935
 GK0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0135+STABILITY: SURFACE MOTION
 GK0135
 GK0135  HISTORY     - Date     Condition        Report By
 GK0135  HISTORY     - 1935     MONUMENTED       CGS
 GK0135  HISTORY     - 1943     GOOD             NGS
 GK0135  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0135
 GK0135                          STATION DESCRIPTION
 GK0135
 GK0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0135'3.7 MI S FROM FARNSWORTH.
 GK0135'3.7 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 GK0135'FARNSWORTH, 0.5 MILE NORTH OF A SECTION-LINE ROAD INTERSECTION AND A
 GK0135'WHITE FARMHOUSE IN A GROVE WEST OF THE ROAD, 34.6 FEET WEST OF THE
 GK0135'CENTERLINE OF THE ROAD, AND 8.7 FEET SOUTH OF A CORNER FENCEPOST.  A
 GK0135'STANDARD DISK, STAMPED B 527 1935 AND SET IN THE TOP OF A CONCRETE
 GK0135'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.  NOTE-- RD. WORK IN AREA.
 GK0135
 GK0135                          STATION RECOVERY (1973)
 GK0135
 GK0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1288 ***********************************************************************
 FL1288  DESIGNATION -  B 528
 FL1288  PID         -  FL1288
 FL1288  STATE/COUNTY-  TX/POTTER
 FL1288  USGS QUAD   -  CLIFFSIDE (1973)
 FL1288
 FL1288                         *CURRENT SURVEY CONTROL
 FL1288  ___________________________________________________________________
 FL1288* NAD 83(1986)-  35 15 29.     (N)    101 56 18.     (W)     SCALED    
 FL1288* NAVD 88     -      1048.057  (meters)    3438.50   (feet)  ADJUSTED  
 FL1288  ___________________________________________________________________
 FL1288  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FL1288  DYNAMIC HT  -        1046.817 (meters)    3434.43  (feet)  COMP
 FL1288  MODELED GRAV-     979,415.6   (mgal)                       NAVD 88
 FL1288
 FL1288  VERT ORDER  -  SECOND    CLASS 0
 FL1288
 FL1288.The horizontal coordinates were scaled from a topographic map and have
 FL1288.an estimated accuracy of +/- 6 seconds.
 FL1288
 FL1288.The orthometric height was determined by differential leveling
 FL1288.and adjusted by the National Geodetic Survey in June 1991..
 FL1288.WARNING-Repeat measurements at this control monument indicate possible
 FL1288.vertical movement.
 FL1288
 FL1288.The geoid height was determined by GEOID03.
 FL1288
 FL1288.The dynamic height is computed by dividing the NAVD 88
 FL1288.geopotential number by the normal gravity value computed on the
 FL1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1288.degrees latitude (g = 980.6199 gals.).
 FL1288
 FL1288.The modeled gravity was interpolated from observed gravity values.
 FL1288
 FL1288;                    North         East    Units  Estimated Accuracy
 FL1288;SPC TX N     - 1,139,650.      160,120.      MT  (+/- 180 meters Scaled)
 FL1288
 FL1288                          SUPERSEDED SURVEY CONTROL
 FL1288
 FL1288  NGVD 29 (??/??/92) 1047.576  (m)         3436.92   (f) ADJ UNCH    2 0
 FL1288
 FL1288.Superseded values are not recommended for survey control.
 FL1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1288.See file dsdata.txt to determine how the superseded data were derived.
 FL1288
 FL1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE326056(NAD 83)
 FL1288_MARKER: DB = BENCH MARK DISK
 FL1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1288_STAMPING: B-528 1935
 FL1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1288+STABILITY: SURFACE MOTION
 FL1288
 FL1288  HISTORY     - Date     Condition        Report By
 FL1288  HISTORY     - 1935     MONUMENTED       CGS
 FL1288  HISTORY     - 1943     GOOD             NGS
 FL1288
 FL1288                          STATION DESCRIPTION
 FL1288
 FL1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1288'9.3 MI NW FROM AMARILLO.
 FL1288'TO REACH BENCHMARK FROM FW AND D DEPOT GO 7.6 MILES NORTHWEST ALONG FW
 FL1288'AND D RAILROAD, THENCE 1.3 MILES WEST ALONG GRADED ROAD, THENCE 0.4
 FL1288'MILE SOUTH.  BENCHMARK IS SET AT AN INTERSECTION OF ROADS
 FL1288'APPROXIMATELY 1.6 MILES NORTH OF DAM AND 255 FEET SOUTHEAST OF JUDD
 FL1288'BISHOPS RANCH HOUSE.  BEING 150 FEET SOUTHEAST OF ROAD INTERSECTION,
 FL1288'204 FEET NORTHEAST OF IRON BRIDGE, 48.0 FEET EAST OF CENTER-LINE OF
 FL1288'N-S ROAD, AND 2.1 FEET EAST OF RIGHT-OF-WAY FENCE.
 FL1288
 FL1288                          STATION RECOVERY (1943)
 FL1288
 FL1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0059 ***********************************************************************
 AM0059  DESIGNATION -  B 53
 AM0059  PID         -  AM0059
 AM0059  STATE/COUNTY-  TX/BRAZORIA
 AM0059  USGS QUAD   -  FREEPORT (1974)
 AM0059
 AM0059                         *CURRENT SURVEY CONTROL
 AM0059  ___________________________________________________________________
 AM0059* NAD 83(1986)-  28 57 13.     (N)    095 21 14.     (W)     SCALED    
 AM0059* NAVD 88     -         4.43   (+/-2cm)      14.5    (feet)  VERTCON   
 AM0059  ___________________________________________________________________
 AM0059  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0059
 AM0059  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0059
 AM0059.The horizontal coordinates were scaled from a topographic map and have
 AM0059.an estimated accuracy of +/- 6 seconds.
 AM0059
 AM0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0059.The vertical order pertains to the NGVD 29 superseded value.
 AM0059
 AM0059.The geoid height was determined by GEOID03.
 AM0059
 AM0059;                    North         East    Units  Estimated Accuracy
 AM0059;SPC TXSC     - 4,129,700.      955,330.      MT  (+/- 180 meters Scaled)
 AM0059
 AM0059                          SUPERSEDED SURVEY CONTROL
 AM0059
 AM0059  NGVD 29 (??/??/92)    4.455  (m)           14.62   (f) ADJ UNCH    1 1
 AM0059
 AM0059.Superseded values are not recommended for survey control.
 AM0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0059.See file dsdata.txt to determine how the superseded data were derived.
 AM0059
 AM0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN705051(NAD 83)
 AM0059_MARKER: DB = BENCH MARK DISK
 AM0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0059_SP_SET: ABUTMENT
 AM0059_STAMPING: B 53 1918 ELEV. 16.768 FT.
 AM0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0059
 AM0059  HISTORY     - Date     Condition        Report By
 AM0059  HISTORY     - 1918     MONUMENTED       CGS
 AM0059  HISTORY     - 1973     GOOD             NGS
 AM0059  HISTORY     - 1977     GOOD             NGS
 AM0059  HISTORY     - 1978     GOOD             NGS
 AM0059  HISTORY     - 19980425 GOOD             USPSQD
 AM0059  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0059
 AM0059                          STATION DESCRIPTION
 AM0059
 AM0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0059'IN FREEPORT.
 AM0059'AT FREEPORT, ALONG THE MISSOURI PACIFIC RAILROAD, NEAR THE JUNCTION OF
 AM0059'WEST FIRST STREET, AT THE SOUTH END OF THE RAILROAD DRAW-BRIDGE OVER
 AM0059'OLD BRAZOS RIVER, IN THE TOP AND 1.5 FEET WEST OF THE EAST END OF THE
 AM0059'SOUTH CONCRETE ABUTMENT OF THE BRIDGE, 9.9 FEET EAST OF THE EAST RAIL,
 AM0059'AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 AM0059
 AM0059                          STATION RECOVERY (1977)
 AM0059
 AM0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0059'RECOVERED IN GOOD CONDITION.
 AM0059
 AM0059                          STATION RECOVERY (1978)
 AM0059
 AM0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0059'RECOVERED IN GOOD CONDITION.
 AM0059
 AM0059                          STATION RECOVERY (1998)
 AM0059
 AM0059'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0059'RECOVERED IN GOOD CONDITION.
 AM0059
 AM0059                          STATION RECOVERY (2004)
 AM0059
 AM0059'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0720 ***********************************************************************
 FL0720  DESIGNATION -  B 530
 FL0720  PID         -  FL0720
 FL0720  STATE/COUNTY-  TX/ROBERTS
 FL0720  USGS QUAD   -  GARDEN SPRINGS (1971)
 FL0720
 FL0720                         *CURRENT SURVEY CONTROL
 FL0720  ___________________________________________________________________
 FL0720* NAD 83(1986)-  35 56 05.     (N)    101 02 18.     (W)     SCALED    
 FL0720* NAVD 88     -       793.079  (meters)    2601.96   (feet)  ADJUSTED  
 FL0720  ___________________________________________________________________
 FL0720  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 FL0720  DYNAMIC HT  -         792.226 (meters)    2599.16  (feet)  COMP
 FL0720  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 FL0720
 FL0720  VERT ORDER  -  SECOND    CLASS 0
 FL0720
 FL0720.The horizontal coordinates were scaled from a topographic map and have
 FL0720.an estimated accuracy of +/- 6 seconds.
 FL0720
 FL0720.The orthometric height was determined by differential leveling
 FL0720.and adjusted by the National Geodetic Survey in June 1991..
 FL0720
 FL0720.The geoid height was determined by GEOID03.
 FL0720
 FL0720.The dynamic height is computed by dividing the NAVD 88
 FL0720.geopotential number by the normal gravity value computed on the
 FL0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0720.degrees latitude (g = 980.6199 gals.).
 FL0720
 FL0720.The modeled gravity was interpolated from observed gravity values.
 FL0720
 FL0720;                    North         East    Units  Estimated Accuracy
 FL0720;SPC TX N     - 1,214,730.      241,660.      MT  (+/- 180 meters Scaled)
 FL0720
 FL0720                          SUPERSEDED SURVEY CONTROL
 FL0720
 FL0720  NGVD 29 (??/??/92)  792.696  (m)         2600.70   (f) ADJ UNCH    2 0
 FL0720
 FL0720.Superseded values are not recommended for survey control.
 FL0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0720.See file dsdata.txt to determine how the superseded data were derived.
 FL0720
 FL0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE161786(NAD 83)
 FL0720_MARKER: DB = BENCH MARK DISK
 FL0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0720_STAMPING: B 530 1935
 FL0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0720+STABILITY: SURFACE MOTION
 FL0720
 FL0720  HISTORY     - Date     Condition        Report By
 FL0720  HISTORY     - 1935     MONUMENTED       CGS
 FL0720  HISTORY     - 1955     GOOD             NGS
 FL0720
 FL0720                          STATION DESCRIPTION
 FL0720
 FL0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0720'18.3 MI NE FROM PLEMONS.
 FL0720'IN ROBERTS COUNTY, 18.3 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM
 FL0720'THE POST OFFICE AT PLEMONS, HUTCHINSON COUNTY, 0.6 MILE WEST OF A DRY
 FL0720'CREEK BED, 250 FEET SOUTHEAST OF A LARGE ROCKY HILL, AND 36 FEET SOUTH
 FL0720'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED B 530 1935
 FL0720'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0380 ***********************************************************************
 FM0380  DESIGNATION -  B 531
 FM0380  PID         -  FM0380
 FM0380  STATE/COUNTY-  TX/OLDHAM
 FM0380  USGS QUAD   -  ADRIAN (1966)
 FM0380
 FM0380                         *CURRENT SURVEY CONTROL
 FM0380  ___________________________________________________________________
 FM0380* NAD 83(1986)-  35 19 36.     (N)    102 38 32.     (W)     SCALED    
 FM0380* NAVD 88     -      1188.605  (meters)    3899.61   (feet)  ADJUSTED  
 FM0380  ___________________________________________________________________
 FM0380  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 FM0380  DYNAMIC HT  -        1187.186 (meters)    3894.96  (feet)  COMP
 FM0380  MODELED GRAV-     979,399.0   (mgal)                       NAVD 88
 FM0380
 FM0380  VERT ORDER  -  SECOND    CLASS 0
 FM0380
 FM0380.The horizontal coordinates were scaled from a topographic map and have
 FM0380.an estimated accuracy of +/- 6 seconds.
 FM0380
 FM0380.The orthometric height was determined by differential leveling
 FM0380.and adjusted by the National Geodetic Survey in June 1991..
 FM0380
 FM0380.The geoid height was determined by GEOID03.
 FM0380
 FM0380.The dynamic height is computed by dividing the NAVD 88
 FM0380.geopotential number by the normal gravity value computed on the
 FM0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0380.degrees latitude (g = 980.6199 gals.).
 FM0380
 FM0380.The modeled gravity was interpolated from observed gravity values.
 FM0380
 FM0380;                    North         East    Units  Estimated Accuracy
 FM0380;SPC TX N     - 1,147,780.       96,160.      MT  (+/- 180 meters Scaled)
 FM0380
 FM0380                          SUPERSEDED SURVEY CONTROL
 FM0380
 FM0380  NGVD 29 (??/??/92) 1188.080  (m)         3897.89   (f) ADJ UNCH    2 0
 FM0380
 FM0380.Superseded values are not recommended for survey control.
 FM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0380.See file dsdata.txt to determine how the superseded data were derived.
 FM0380
 FM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV143118(NAD 83)
 FM0380_MARKER: DB = BENCH MARK DISK
 FM0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0380_STAMPING: B 531 1935
 FM0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0380+STABILITY: SURFACE MOTION
 FM0380
 FM0380  HISTORY     - Date     Condition        Report By
 FM0380  HISTORY     - 1935     MONUMENTED       CGS
 FM0380  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0380
 FM0380                          STATION DESCRIPTION
 FM0380
 FM0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0380'4.3 MI N FROM ADRIAN.
 FM0380'TO REACH FROM ADRIAN POST OFFICE GO 0.2 MILE NORTH ALONG GRADED ROAD,
 FM0380'THENCE 0.1 MILE EAST ALONG GRADED ROAD, THENCE THROUGH CATTLE-GATE AND
 FM0380'4.0 MILES NORTH ALONG TRAIL.  IN THE FLOOR OF THE SECOND LARGE VALLEY
 FM0380'NORTH OF J.P. COLLIERS RANCH HOUSE, 2.25 MILES NORTH OF COLLIERS RANCH
 FM0380'AND 0.55 MILE SOUTH OF WINDMILL AND CATTLE FEEDERS. 37 FEET WEST OF
 FM0380'CENTERLINE OF TRAIL.
 FM0380
 FM0380                          STATION RECOVERY (1966)
 FM0380
 FM0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1244 ***********************************************************************
 FL1244  DESIGNATION -  B 532 RESET 1960
 FL1244  PID         -  FL1244
 FL1244  STATE/COUNTY-  TX/RANDALL
 FL1244  USGS QUAD   -  THE PALISADES (1973)
 FL1244
 FL1244                         *CURRENT SURVEY CONTROL
 FL1244  ___________________________________________________________________
 FL1244* NAD 83(1986)-  35 07 02.     (N)    101 45 37.     (W)     SCALED    
 FL1244* NAVD 88     -      1092.41   (meters)    3584.0    (feet)  RESET     
 FL1244  ___________________________________________________________________
 FL1244  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL1244
 FL1244  VERT ORDER  -  THIRD
 FL1244
 FL1244.The horizontal coordinates were scaled from a topographic map and have
 FL1244.an estimated accuracy of +/- 6 seconds.
 FL1244
 FL1244.The orthometric height was computed from unverified reset data.
 FL1244
 FL1244.The geoid height was determined by GEOID03.
 FL1244
 FL1244;                    North         East    Units  Estimated Accuracy
 FL1244;SPC TX N     - 1,123,970.      176,280.      MT  (+/- 180 meters Scaled)
 FL1244
 FL1244                          SUPERSEDED SURVEY CONTROL
 FL1244
 FL1244.No superseded survey control is available for this station.
 FL1244
 FL1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD484895(NAD 83)
 FL1244_MARKER: DB = BENCH MARK DISK
 FL1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1244_STAMPING: B 532 RESET 1960
 FL1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1244+STABILITY: SURFACE MOTION
 FL1244
 FL1244  HISTORY     - Date     Condition        Report By
 FL1244  HISTORY     - 1960     MONUMENTED       CGS
 FL1244
 FL1244                          STATION DESCRIPTION
 FL1244
 FL1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FL1244'07.5 MI SE FROM AMARILLO.
 FL1244'MARK IS ABOUT 7.5 MILES AIRLINE SOUTHEAST OF THE CENTER OF AMARILLO,
 FL1244'UNDER THE WEST RIGHT-OF-WAY FENCE LINE OF A NORTH-SOUTH SECTIONLINE
 FL1244'ROAD 5 MILES SOUTH OF U.S. HIGHWAY NO. 287 AND A LARGE CEMETERY, ABOUT
 FL1244'1/4 MILE NORTHWEST OF AND  ACROSS THE ROAD FROM THE FARM HOME OF MR.
 FL1244'K.F. ERWIN AND ON HIS PROPERTY.  A STANDARD DISK STAMPED B 532 RESET
 FL1244'1960 IN A CONCRETE POST PROJECTING ABOUT 2 INCHES, ABOUT 40 YARDS
 FL1244'SOUTHWEST OF A BRACED POWER POLE AND 100 YARDS EAST, SOUTHEAST FROM A
 FL1244'CONCRETE WELL BASE IN THE FIELD WHICH IS ALL THAT REMAINS OF AN OLD
 FL1244'FARM YARD.  TO REACH FROM AMARILLO.  FROM THE JUNCTION OF HIGHWAYS
 FL1244'NOS. 60, 87 AND 287 NEAR THE SOUTH SIDE OF THE BUSINESS DISTRICT, GO
 FL1244'EAST ON NO. 287, 04.4 MILES TO THE CEMETERY ON THE LEFT AND MAIN ROAD
 FL1244'SOUTH.  TURN RIGHT AND GO SOUTH 05.2 MILES TO THE MARK ON THE RIGHT AS
 FL1244'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1199 ***********************************************************************
 FL1199  DESIGNATION -  B 534
 FL1199  PID         -  FL1199
 FL1199  STATE/COUNTY-  TX/CARSON
 FL1199  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1199
 FL1199                         *CURRENT SURVEY CONTROL
 FL1199  ___________________________________________________________________
 FL1199* NAD 83(1986)-  35 21 11.     (N)    101 37 03.     (W)     SCALED    
 FL1199* NAVD 88     -      1096.430  (meters)    3597.20   (feet)  ADJUSTED  
 FL1199  ___________________________________________________________________
 FL1199  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL1199  DYNAMIC HT  -        1095.131 (meters)    3592.94  (feet)  COMP
 FL1199  MODELED GRAV-     979,411.4   (mgal)                       NAVD 88
 FL1199
 FL1199  VERT ORDER  -  SECOND    CLASS 0
 FL1199
 FL1199.The horizontal coordinates were scaled from a topographic map and have
 FL1199.an estimated accuracy of +/- 6 seconds.
 FL1199
 FL1199.The orthometric height was determined by differential leveling
 FL1199.and adjusted by the National Geodetic Survey in June 1991..
 FL1199
 FL1199.The geoid height was determined by GEOID03.
 FL1199
 FL1199.The dynamic height is computed by dividing the NAVD 88
 FL1199.geopotential number by the normal gravity value computed on the
 FL1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1199.degrees latitude (g = 980.6199 gals.).
 FL1199
 FL1199.The modeled gravity was interpolated from observed gravity values.
 FL1199
 FL1199;                    North         East    Units  Estimated Accuracy
 FL1199;SPC TX N     - 1,150,110.      189,320.      MT  (+/- 180 meters Scaled)
 FL1199
 FL1199                          SUPERSEDED SURVEY CONTROL
 FL1199
 FL1199  NGVD 29 (??/??/92) 1095.915  (m)         3595.51   (f) ADJ UNCH    2 0
 FL1199
 FL1199.Superseded values are not recommended for survey control.
 FL1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1199.See file dsdata.txt to determine how the superseded data were derived.
 FL1199
 FL1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE621153(NAD 83)
 FL1199_MARKER: DB = BENCH MARK DISK
 FL1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1199_STAMPING: B-534 1935
 FL1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1199+STABILITY: SURFACE MOTION
 FL1199
 FL1199  HISTORY     - Date     Condition        Report By
 FL1199  HISTORY     - 1935     MONUMENTED       CGS
 FL1199
 FL1199                          STATION DESCRIPTION
 FL1199
 FL1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1199'4.5 MI NE FROM MASTERSON.
 FL1199'TO REACH BENCHMARK FROM RAILROAD DEPOT GO 2.5 MILES EAST ALONG GOOD
 FL1199'GRADED ROAD, THENCE NORTH ALONG GRADED ROAD 2.0 MILES TO INTERSECTION
 FL1199'OF ROADS.  BENCHMARK IS SET AT INTERSECTION OF ROADS.  BEING 182.0
 FL1199'FEET NORTHEAST OF INTERSECTION, 141.0 FEET NORTH OF CENTER-LINE OF E-W
 FL1199'ROAD, AND 3.8 FEET SOUTHWEST OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0277 ***********************************************************************
 FM0277  DESIGNATION -  B 535
 FM0277  PID         -  FM0277
 FM0277  STATE/COUNTY-  TX/OLDHAM
 FM0277  USGS QUAD   -  WILDORADO (1984)
 FM0277
 FM0277                         *CURRENT SURVEY CONTROL
 FM0277  ___________________________________________________________________
 FM0277* NAD 83(1986)-  35 14 58.     (N)    102 11 23.     (W)     SCALED    
 FM0277* NAVD 88     -      1139.009  (meters)    3736.90   (feet)  ADJUSTED  
 FM0277  ___________________________________________________________________
 FM0277  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 FM0277  DYNAMIC HT  -        1137.631 (meters)    3732.38  (feet)  COMP
 FM0277  MODELED GRAV-     979,384.8   (mgal)                       NAVD 88
 FM0277
 FM0277  VERT ORDER  -  SECOND    CLASS 0
 FM0277
 FM0277.The horizontal coordinates were scaled from a topographic map and have
 FM0277.an estimated accuracy of +/- 6 seconds.
 FM0277
 FM0277.The orthometric height was determined by differential leveling
 FM0277.and adjusted by the National Geodetic Survey in June 1991..
 FM0277
 FM0277.The geoid height was determined by GEOID03.
 FM0277
 FM0277.The dynamic height is computed by dividing the NAVD 88
 FM0277.geopotential number by the normal gravity value computed on the
 FM0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0277.degrees latitude (g = 980.6199 gals.).
 FM0277
 FM0277.The modeled gravity was interpolated from observed gravity values.
 FM0277
 FM0277;                    North         East    Units  Estimated Accuracy
 FM0277;SPC TX N     - 1,138,830.      137,230.      MT  (+/- 180 meters Scaled)
 FM0277
 FM0277                          SUPERSEDED SURVEY CONTROL
 FM0277
 FM0277  NGVD 29 (??/??/92) 1138.505  (m)         3735.25   (f) ADJ UNCH    2 0
 FM0277
 FM0277.Superseded values are not recommended for survey control.
 FM0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0277.See file dsdata.txt to determine how the superseded data were derived.
 FM0277
 FM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV556043(NAD 83)
 FM0277_MARKER: DB = BENCH MARK DISK
 FM0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0277_STAMPING: B 535 1935
 FM0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0277+STABILITY: SURFACE MOTION
 FM0277
 FM0277  HISTORY     - Date     Condition        Report By
 FM0277  HISTORY     - 1935     MONUMENTED       CGS
 FM0277  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0277
 FM0277                          STATION DESCRIPTION
 FM0277
 FM0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0277'2.9 MI N FROM WILDERADO.
 FM0277'TO REACH FROM WILDERADO POST OFFICE GO 0.5 MILE NORTH ALONG GRADED
 FM0277'ROAD, THENCE 0.1 MILE WEST ALONG GRADED ROAD, THENCE 0.6 MILE NORTH TO
 FM0277'CATTLE GATE, THENCE 1.8 MILES NORTHEAST ACROSS FIELD TO A RANCH HOUSE.
 FM0277'IN THE SOUTHWEST CORNER OF YARD AROUND RANCH HOUSE, AT POINT WHERE
 FM0277'TRAIL LEADS THROUGH GROVE OF MESQUITE BRUSH AND RANCH YARD.  24 FEET
 FM0277'SOUTHWEST OF RANCH HOUSE, 22 FEET NORTH OF FENCE CORNER, 14 FEET EAST
 FM0277'OF CENTERLINE OF TRAIL, AND 1.8 FEET WEST OF FENCE.
 FM0277
 FM0277                          STATION RECOVERY (1961)
 FM0277
 FM0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FM0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1196 ***********************************************************************
 FL1196  DESIGNATION -  B 536
 FL1196  PID         -  FL1196
 FL1196  STATE/COUNTY-  TX/CARSON
 FL1196  USGS QUAD   -  POMEROY (1953)
 FL1196
 FL1196                         *CURRENT SURVEY CONTROL
 FL1196  ___________________________________________________________________
 FL1196* NAD 83(1986)-  35 22 46.     (N)    101 32 30.     (W)     SCALED    
 FL1196* NAVD 88     -      1075.019  (meters)    3526.96   (feet)  ADJUSTED  
 FL1196  ___________________________________________________________________
 FL1196  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1196  DYNAMIC HT  -        1073.749 (meters)    3522.79  (feet)  COMP
 FL1196  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 FL1196
 FL1196  VERT ORDER  -  SECOND    CLASS 0
 FL1196
 FL1196.The horizontal coordinates were scaled from a topographic map and have
 FL1196.an estimated accuracy of +/- 6 seconds.
 FL1196
 FL1196.The orthometric height was determined by differential leveling
 FL1196.and adjusted by the National Geodetic Survey in June 1991..
 FL1196
 FL1196.The geoid height was determined by GEOID03.
 FL1196
 FL1196.The dynamic height is computed by dividing the NAVD 88
 FL1196.geopotential number by the normal gravity value computed on the
 FL1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1196.degrees latitude (g = 980.6199 gals.).
 FL1196
 FL1196.The modeled gravity was interpolated from observed gravity values.
 FL1196
 FL1196;                    North         East    Units  Estimated Accuracy
 FL1196;SPC TX N     - 1,153,030.      196,210.      MT  (+/- 180 meters Scaled)
 FL1196
 FL1196                          SUPERSEDED SURVEY CONTROL
 FL1196
 FL1196  NGVD 29 (??/??/92) 1074.506  (m)         3525.28   (f) ADJ UNCH    2 0
 FL1196
 FL1196.Superseded values are not recommended for survey control.
 FL1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1196.See file dsdata.txt to determine how the superseded data were derived.
 FL1196
 FL1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE691180(NAD 83)
 FL1196_MARKER: DB = BENCH MARK DISK
 FL1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1196_STAMPING: B 536 1935
 FL1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1196+STABILITY: SURFACE MOTION
 FL1196
 FL1196  HISTORY     - Date     Condition        Report By
 FL1196  HISTORY     - 1935     MONUMENTED       CGS
 FL1196
 FL1196                          STATION DESCRIPTION
 FL1196
 FL1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1196'11.8 MI N FROM YARNALL.
 FL1196'TO REACH FROM YARNALL DEPOT GO NORTH 11.8 MILES ALONG GRADED ROAD. 0.2
 FL1196'MILE SOUTH OF T ROAD INTERSECTION, IN FRONT YARD OF MCGREGG RANCH.
 FL1196'64.8 FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE, 48 FEET WEST OF
 FL1196'CENTERLINE OF ROAD, 34 FEET SOUTHWEST OF FENCE CORNER, AND 3.7 FEET
 FL1196'SOUTH OF EAST AND WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1182 ***********************************************************************
 FL1182  DESIGNATION -  B 537
 FL1182  PID         -  FL1182
 FL1182  STATE/COUNTY-  TX/CARSON
 FL1182  USGS QUAD   -  POMEROY (1953)
 FL1182
 FL1182                         *CURRENT SURVEY CONTROL
 FL1182  ___________________________________________________________________
 FL1182* NAD 83(1986)-  35 26 31.     (N)    101 30 25.     (W)     SCALED    
 FL1182* NAVD 88     -      1074.831  (meters)    3526.34   (feet)  ADJUSTED  
 FL1182  ___________________________________________________________________
 FL1182  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 FL1182  DYNAMIC HT  -        1073.575 (meters)    3522.22  (feet)  COMP
 FL1182  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 FL1182
 FL1182  VERT ORDER  -  SECOND    CLASS 0
 FL1182
 FL1182.The horizontal coordinates were scaled from a topographic map and have
 FL1182.an estimated accuracy of +/- 6 seconds.
 FL1182
 FL1182.The orthometric height was determined by differential leveling
 FL1182.and adjusted by the National Geodetic Survey in June 1991..
 FL1182
 FL1182.The geoid height was determined by GEOID03.
 FL1182
 FL1182.The dynamic height is computed by dividing the NAVD 88
 FL1182.geopotential number by the normal gravity value computed on the
 FL1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1182.degrees latitude (g = 980.6199 gals.).
 FL1182
 FL1182.The modeled gravity was interpolated from observed gravity values.
 FL1182
 FL1182;                    North         East    Units  Estimated Accuracy
 FL1182;SPC TX N     - 1,159,960.      199,370.      MT  (+/- 180 meters Scaled)
 FL1182
 FL1182                          SUPERSEDED SURVEY CONTROL
 FL1182
 FL1182  NGVD 29 (??/??/92) 1074.321  (m)         3524.67   (f) ADJ UNCH    2 0
 FL1182
 FL1182.Superseded values are not recommended for survey control.
 FL1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1182.See file dsdata.txt to determine how the superseded data were derived.
 FL1182
 FL1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE724249(NAD 83)
 FL1182_MARKER: DB = BENCH MARK DISK
 FL1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1182_STAMPING: B 537 1935
 FL1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1182+STABILITY: SURFACE MOTION
 FL1182
 FL1182  HISTORY     - Date     Condition        Report By
 FL1182  HISTORY     - 1935     MONUMENTED       CGS
 FL1182
 FL1182                          STATION DESCRIPTION
 FL1182
 FL1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1182'11.1 MI NE FROM PANHANDLE.
 FL1182'11.1 MILES NORTHWEST OF A.T. AND S.F. R.R. DEPOT BY RAIL.  ALONG THE
 FL1182'PANHANDLE AND SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER.  AT
 FL1182'POMEROY STATION, NEAR THE SOUTHEAST CORNER OF WATER TANK TO THE REAR
 FL1182'OF THE DEPOT.  6 RAILS SOUTH OF MILE POST 10, 225 FEET NORTHEAST OF
 FL1182'NORTHEAST CORNER OF SECTION HOUSE, AND 171 FEET WEST OF WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0192 ***********************************************************************
 FM0192  DESIGNATION -  B 539
 FM0192  PID         -  FM0192
 FM0192  STATE/COUNTY-  TX/HARTLEY
 FM0192  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0192
 FM0192                         *CURRENT SURVEY CONTROL
 FM0192  ___________________________________________________________________
 FM0192* NAD 83(1986)-  35 41 29.     (N)    102 13 51.     (W)     SCALED    
 FM0192* NAVD 88     -      1140.745  (meters)    3742.59   (feet)  POSTED    
 FM0192  ___________________________________________________________________
 FM0192  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 FM0192  DYNAMIC HT  -        1139.400 (meters)    3738.18  (feet)  COMP
 FM0192  MODELED GRAV-     979,414.7   (mgal)                       NAVD 88
 FM0192
 FM0192  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FM0192
 FM0192.The horizontal coordinates were scaled from a topographic map and have
 FM0192.an estimated accuracy of +/- 6 seconds.
 FM0192
 FM0192.The orthometric height was determined by differential leveling
 FM0192.and adjusted by the National Geodetic Survey in 1992..
 FM0192.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FM0192.rate of 4.1 thru 8.0 mm/km.
 FM0192
 FM0192.The geoid height was determined by GEOID03.
 FM0192
 FM0192.The dynamic height is computed by dividing the NAVD 88
 FM0192.geopotential number by the normal gravity value computed on the
 FM0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0192.degrees latitude (g = 980.6199 gals.).
 FM0192
 FM0192.The modeled gravity was interpolated from observed gravity values.
 FM0192
 FM0192;                    North         East    Units  Estimated Accuracy
 FM0192;SPC TX N     - 1,187,880.      133,860.      MT  (+/- 180 meters Scaled)
 FM0192
 FM0192                          SUPERSEDED SURVEY CONTROL
 FM0192
 FM0192  NGVD 29 (??/??/92) 1140.23   (m)         3740.9    (f) COMPUTED    2 0
 FM0192
 FM0192.Superseded values are not recommended for survey control.
 FM0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0192.See file dsdata.txt to determine how the superseded data were derived.
 FM0192
 FM0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV505532(NAD 83)
 FM0192_MARKER: DB = BENCH MARK DISK
 FM0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0192_STAMPING: B-539 1935
 FM0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0192+STABILITY: SURFACE MOTION
 FM0192
 FM0192  HISTORY     - Date     Condition        Report By
 FM0192  HISTORY     - 1935     MONUMENTED       CGS
 FM0192  HISTORY     - 1943     MARK NOT FOUND   NGS
 FM0192  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0192
 FM0192                          STATION DESCRIPTION
 FM0192
 FM0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0192'6.8 MI E FROM CHANNING.
 FM0192'TO REACH BENCHMARK GO 6.8 MILES SOUTHEAST ALONG HIGHWAY BENCHMARK IS
 FM0192'SET IN LONG VALLEY APPROXIMATELY 0.9 MILE EAST OF BRIDGE NO. 477.
 FM0192'BEING 43.0 FEET SOUTH OF CENTER-LINE OF HIGHWAY, AND 11.5 FEET SOUTH
 FM0192'OF FENCE CORNER.
 FM0192
 FM0192                          STATION RECOVERY (1943)
 FM0192
 FM0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0192'MARK NOT FOUND.
 FM0192
 FM0192                          STATION RECOVERY (1971)
 FM0192
 FM0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1311 ***********************************************************************
 FL1311  DESIGNATION -  B 540
 FL1311  PID         -  FL1311
 FL1311  STATE/COUNTY-  TX/RANDALL
 FL1311  USGS QUAD   -  THE PALISADES (1973)
 FL1311
 FL1311                         *CURRENT SURVEY CONTROL
 FL1311  ___________________________________________________________________
 FL1311* NAD 83(1986)-  35 07 13.     (N)    101 52 19.     (W)     SCALED    
 FL1311* NAVD 88     -      1108.598  (meters)    3637.13   (feet)  ADJUSTED  
 FL1311  ___________________________________________________________________
 FL1311  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FL1311  DYNAMIC HT  -        1107.268 (meters)    3632.76  (feet)  COMP
 FL1311  MODELED GRAV-     979,396.7   (mgal)                       NAVD 88
 FL1311
 FL1311  VERT ORDER  -  SECOND    CLASS 0
 FL1311
 FL1311.The horizontal coordinates were scaled from a topographic map and have
 FL1311.an estimated accuracy of +/- 6 seconds.
 FL1311
 FL1311.The orthometric height was determined by differential leveling
 FL1311.and adjusted by the National Geodetic Survey in June 1991..
 FL1311
 FL1311.The geoid height was determined by GEOID03.
 FL1311
 FL1311.The dynamic height is computed by dividing the NAVD 88
 FL1311.geopotential number by the normal gravity value computed on the
 FL1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1311.degrees latitude (g = 980.6199 gals.).
 FL1311
 FL1311.The modeled gravity was interpolated from observed gravity values.
 FL1311
 FL1311;                    North         East    Units  Estimated Accuracy
 FL1311;SPC TX N     - 1,124,340.      166,100.      MT  (+/- 180 meters Scaled)
 FL1311
 FL1311                          SUPERSEDED SURVEY CONTROL
 FL1311
 FL1311  NGVD 29 (??/??/92) 1108.103  (m)         3635.50   (f) ADJ UNCH    2 0
 FL1311
 FL1311.Superseded values are not recommended for survey control.
 FL1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1311.See file dsdata.txt to determine how the superseded data were derived.
 FL1311
 FL1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD382901(NAD 83)
 FL1311_MARKER: DB = BENCH MARK DISK
 FL1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1311_STAMPING: B 540 1935
 FL1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1311+STABILITY: SURFACE MOTION
 FL1311
 FL1311  HISTORY     - Date     Condition        Report By
 FL1311  HISTORY     - 1935     MONUMENTED       CGS
 FL1311  HISTORY     - 1954     MARK NOT FOUND   USGS
 FL1311
 FL1311                          STATION DESCRIPTION
 FL1311
 FL1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1311'0.8 MI S FROM ZITA.
 FL1311'0.8 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL1311'STATION AT ZITA, RANDALL COUNTY, 0.8 MILE WEST ALONG A GRADED ROAD, AT
 FL1311'THE FIRST RANCH HOUSE NORTH OF THE RAILROAD, ON THE SOUTHEAST BANK OF
 FL1311'A SHALLOW VALLEY, 187 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FL1311'RANCH HOUSE, 63 FEET SOUTHEAST OF THE SOUTH END OF A SMALL CULVERT, 30
 FL1311'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 16 FEET WEST OF A FENCE
 FL1311'CORNER, 1.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP
 FL1311'OF A CONCRETE POST.
 FL1311
 FL1311                          STATION RECOVERY (1954)
 FL1311
 FL1311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FL1311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0757 ***********************************************************************
 FL0757  DESIGNATION -  B 542
 FL0757  PID         -  FL0757
 FL0757  STATE/COUNTY-  TX/CARSON
 FL0757  USGS QUAD   -  SKELLYTOWN (1978)
 FL0757
 FL0757                         *CURRENT SURVEY CONTROL
 FL0757  ___________________________________________________________________
 FL0757* NAD 83(1986)-  35 35 55.     (N)    101 11 05.     (W)     SCALED    
 FL0757* NAVD 88     -       981.847  (meters)    3221.28   (feet)  ADJUSTED  
 FL0757  ___________________________________________________________________
 FL0757  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 FL0757  DYNAMIC HT  -         980.747 (meters)    3217.67  (feet)  COMP
 FL0757  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 FL0757
 FL0757  VERT ORDER  -  SECOND    CLASS 0
 FL0757
 FL0757.The horizontal coordinates were scaled from a topographic map and have
 FL0757.an estimated accuracy of +/- 6 seconds.
 FL0757
 FL0757.The orthometric height was determined by differential leveling
 FL0757.and adjusted by the National Geodetic Survey in June 1991..
 FL0757
 FL0757.The geoid height was determined by GEOID03.
 FL0757
 FL0757.The dynamic height is computed by dividing the NAVD 88
 FL0757.geopotential number by the normal gravity value computed on the
 FL0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0757.degrees latitude (g = 980.6199 gals.).
 FL0757
 FL0757.The modeled gravity was interpolated from observed gravity values.
 FL0757
 FL0757;                    North         East    Units  Estimated Accuracy
 FL0757;SPC TX N     - 1,177,390.      228,570.      MT  (+/- 180 meters Scaled)
 FL0757
 FL0757                          SUPERSEDED SURVEY CONTROL
 FL0757
 FL0757  NGVD 29 (??/??/92)  981.420  (m)         3219.88   (f) ADJ UNCH    2 0
 FL0757
 FL0757.Superseded values are not recommended for survey control.
 FL0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0757.See file dsdata.txt to determine how the superseded data were derived.
 FL0757
 FL0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE020416(NAD 83)
 FL0757_MARKER: DB = BENCH MARK DISK
 FL0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0757_STAMPING: B 542 1935
 FL0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0757+STABILITY: SURFACE MOTION
 FL0757
 FL0757  HISTORY     - Date     Condition        Report By
 FL0757  HISTORY     - 1935     MONUMENTED       CGS
 FL0757  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0757
 FL0757                          STATION DESCRIPTION
 FL0757
 FL0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0757'0.8 MI W FROM SKELLYTOWN.
 FL0757'0.8 MILE WEST AND 1.6 MILES NORTH ALONG GRADED ROADS FROM THE
 FL0757'PANHANDLE AND SANTA FE RAILWAY STATION AT SKELLYTOWN, 2.3 MILES
 FL0757'NORTHWEST OF THE CROSSING OF THE RAILROAD, 40.9 FEET EAST OF THE
 FL0757'CENTERLINE OF THE ROAD, AND 10.2 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 FL0757'A STANDARD DISK, STAMPED B 542 1935 AND SET IN THE TOP OF A CONCRETE
 FL0757'POST.
 FL0757
 FL0757                          STATION RECOVERY (1963)
 FL0757
 FL0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0565 ***********************************************************************
 FL0565  DESIGNATION -  B 543
 FL0565  PID         -  FL0565
 FL0565  STATE/COUNTY-  TX/ROBERTS
 FL0565  USGS QUAD   -  PAMPA NE (1972)
 FL0565
 FL0565                         *CURRENT SURVEY CONTROL
 FL0565  ___________________________________________________________________
 FL0565* NAD 83(1986)-  35 40 45.     (N)    100 46 57.     (W)     SCALED    
 FL0565* NAVD 88     -       940.872  (meters)    3086.84   (feet)  ADJUSTED  
 FL0565  ___________________________________________________________________
 FL0565  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 FL0565  DYNAMIC HT  -         939.829 (meters)    3083.42  (feet)  COMP
 FL0565  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 FL0565
 FL0565  VERT ORDER  -  SECOND    CLASS 0
 FL0565
 FL0565.The horizontal coordinates were scaled from a topographic map and have
 FL0565.an estimated accuracy of +/- 6 seconds.
 FL0565
 FL0565.The orthometric height was determined by differential leveling
 FL0565.and adjusted by the National Geodetic Survey in June 1991..
 FL0565
 FL0565.The geoid height was determined by GEOID03.
 FL0565
 FL0565.The dynamic height is computed by dividing the NAVD 88
 FL0565.geopotential number by the normal gravity value computed on the
 FL0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0565.degrees latitude (g = 980.6199 gals.).
 FL0565
 FL0565.The modeled gravity was interpolated from observed gravity values.
 FL0565
 FL0565;                    North         East    Units  Estimated Accuracy
 FL0565;SPC TX N     - 1,186,520.      264,950.      MT  (+/- 180 meters Scaled)
 FL0565
 FL0565                          SUPERSEDED SURVEY CONTROL
 FL0565
 FL0565  NGVD 29 (??/??/92)  940.458  (m)         3085.49   (f) ADJ UNCH    2 0
 FL0565
 FL0565.Superseded values are not recommended for survey control.
 FL0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0565.See file dsdata.txt to determine how the superseded data were derived.
 FL0565
 FL0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE386498(NAD 83)
 FL0565_MARKER: DB = BENCH MARK DISK
 FL0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0565_STAMPING: B 543 1935
 FL0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0565+STABILITY: SURFACE MOTION
 FL0565
 FL0565  HISTORY     - Date     Condition        Report By
 FL0565  HISTORY     - 1935     MONUMENTED       CGS
 FL0565  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0565
 FL0565                          STATION DESCRIPTION
 FL0565
 FL0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0565'10.8 MI NE FROM HOOVER.
 FL0565'LN ROBERTS COUNTY, 10.8 MILES NORTHEAST OF HOOVER, GRAY COUNTY.  THIS
 FL0565'BENCHMARK MAY REACHED FROM THE POST OFFICE BY GOING 5.1 MILES NORTH,
 FL0565'3.0 MILES EAST, 1.0 MILE NORTH, AND 1.7 MILES EAST ALONG GRADED ROADS,
 FL0565'0.3 MILE WEST OF A ROAD JUNCTION, ABOUT HALFWAY UP A LONG HILL, 36.2
 FL0565'FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.5 FEET EAST OF A
 FL0565'SECTIONLINE FENCE, AND 3.1 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 FL0565'STANDARD DISK, STAMPED B 543 1935 AND SET IN THE TOP OF A CONCRETE
 FL0565'POST.
 FL0565
 FL0565                          STATION RECOVERY (1972)
 FL0565
 FL0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0588 ***********************************************************************
 FL0588  DESIGNATION -  B 544
 FL0588  PID         -  FL0588
 FL0588  STATE/COUNTY-  TX/ROBERTS
 FL0588  USGS QUAD   -  EAST DRY CREEK (1972)
 FL0588
 FL0588                         *CURRENT SURVEY CONTROL
 FL0588  ___________________________________________________________________
 FL0588* NAD 83(1986)-  35 57 12.     (N)    100 32 27.     (W)     SCALED    
 FL0588* NAVD 88     -       736.413  (meters)    2416.05   (feet)  ADJUSTED  
 FL0588  ___________________________________________________________________
 FL0588  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FL0588  DYNAMIC HT  -         735.633 (meters)    2413.49  (feet)  COMP
 FL0588  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 FL0588
 FL0588  VERT ORDER  -  SECOND    CLASS 0
 FL0588
 FL0588.The horizontal coordinates were scaled from a topographic map and have
 FL0588.an estimated accuracy of +/- 6 seconds.
 FL0588
 FL0588.The orthometric height was determined by differential leveling
 FL0588.and adjusted by the National Geodetic Survey in June 1991..
 FL0588
 FL0588.The geoid height was determined by GEOID03.
 FL0588
 FL0588.The dynamic height is computed by dividing the NAVD 88
 FL0588.geopotential number by the normal gravity value computed on the
 FL0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0588.degrees latitude (g = 980.6199 gals.).
 FL0588
 FL0588.The modeled gravity was interpolated from observed gravity values.
 FL0588
 FL0588;                    North         East    Units  Estimated Accuracy
 FL0588;SPC TX N     - 1,217,120.      286,530.      MT  (+/- 180 meters Scaled)
 FL0588
 FL0588                          SUPERSEDED SURVEY CONTROL
 FL0588
 FL0588  NGVD 29 (??/??/92)  736.069  (m)         2414.92   (f) ADJ UNCH    2 0
 FL0588
 FL0588.Superseded values are not recommended for survey control.
 FL0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0588.See file dsdata.txt to determine how the superseded data were derived.
 FL0588
 FL0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE610798(NAD 83)
 FL0588_MARKER: DB = BENCH MARK DISK
 FL0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0588_STAMPING: B 544 1935
 FL0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0588+STABILITY: SURFACE MOTION
 FL0588
 FL0588  HISTORY     - Date     Condition        Report By
 FL0588  HISTORY     - 1935     MONUMENTED       CGS
 FL0588  HISTORY     - 1972     GOOD             LOCSUR
 FL0588
 FL0588                          STATION DESCRIPTION
 FL0588
 FL0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0588'9.9 MI W FROM CANADIAN.
 FL0588'LN ROVERTS COUNTY, 9.9 MILES WEST ALONG A GRADED ROAD FROM THE POST
 FL0588'OFFICE AT CANADIAN, HEMPHILL COUNTY, 1.1 MILES EAST OF THE J.B.
 FL0588'WATERFIELD RANCH HOUSE, 0.4 MILE EAST OF A ROAD JUNCTION, 0.3 MILE
 FL0588'SOUTHEAST OF A PROMINENT WINDMILL, ON THE TOP OF A HILL, AND 25.3 FEET
 FL0588'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED B 544
 FL0588'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0588
 FL0588                          STATION RECOVERY (1972)
 FL0588
 FL0588'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 FL0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0690 ***********************************************************************
 FL0690  DESIGNATION -  B 547
 FL0690  PID         -  FL0690
 FL0690  STATE/COUNTY-  TX/HEMPHILL
 FL0690  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL0690
 FL0690                         *CURRENT SURVEY CONTROL
 FL0690  ___________________________________________________________________
 FL0690* NAD 83(1986)-  35 37 09.     (N)    100 30 13.     (W)     SCALED    
 FL0690* NAVD 88     -       902.363  (meters)    2960.50   (feet)  ADJUSTED  
 FL0690  ___________________________________________________________________
 FL0690  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FL0690  DYNAMIC HT  -         901.374 (meters)    2957.26  (feet)  COMP
 FL0690  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 FL0690
 FL0690  VERT ORDER  -  SECOND    CLASS 0
 FL0690
 FL0690.The horizontal coordinates were scaled from a topographic map and have
 FL0690.an estimated accuracy of +/- 6 seconds.
 FL0690
 FL0690.The orthometric height was determined by differential leveling
 FL0690.and adjusted by the National Geodetic Survey in June 1991..
 FL0690
 FL0690.The geoid height was determined by GEOID03.
 FL0690
 FL0690.The dynamic height is computed by dividing the NAVD 88
 FL0690.geopotential number by the normal gravity value computed on the
 FL0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0690.degrees latitude (g = 980.6199 gals.).
 FL0690
 FL0690.The modeled gravity was interpolated from observed gravity values.
 FL0690
 FL0690;                    North         East    Units  Estimated Accuracy
 FL0690;SPC TX N     - 1,180,080.      290,260.      MT  (+/- 180 meters Scaled)
 FL0690
 FL0690                          SUPERSEDED SURVEY CONTROL
 FL0690
 FL0690  NGVD 29 (??/??/92)  901.997  (m)         2959.30   (f) ADJ UNCH    2 0
 FL0690
 FL0690.Superseded values are not recommended for survey control.
 FL0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0690.See file dsdata.txt to determine how the superseded data were derived.
 FL0690
 FL0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE638427(NAD 83)
 FL0690_MARKER: DB = BENCH MARK DISK
 FL0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0690_STAMPING: B 547 1935
 FL0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0690+STABILITY: SURFACE MOTION
 FL0690
 FL0690  HISTORY     - Date     Condition        Report By
 FL0690  HISTORY     - 1935     MONUMENTED       CGS
 FL0690  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0690
 FL0690                          STATION DESCRIPTION
 FL0690
 FL0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0690'11.8 MI SE FROM MIAMI.
 FL0690'TO REACH FROM COURTHOUSE AT MIAMI GO 4.8 MILES SOUTH, THENCE 7.0 MILES
 FL0690'EAST, ALONG GRADED ROADS.  AT TOP OF HILL, NEAR FARM HOUSE WHICH IS ON
 FL0690'THE NORTH SIDE OF ROAD.  ABOUT 120 FEET EAST OF CROSSROAD
 FL0690'INTERSECTION, 122.6 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 25.7
 FL0690'FEET SOUTH OF CENTERLINE OF ROAD, AND 1.4 FEET NORTH OF RIGHT OF WAY
 FL0690'FENCE.  NOTE-- RD. WORK IN AREA.
 FL0690
 FL0690                          STATION RECOVERY (1966)
 FL0690
 FL0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0671 ***********************************************************************
 FL0671  DESIGNATION -  B 548
 FL0671  PID         -  FL0671
 FL0671  STATE/COUNTY-  TX/GRAY
 FL0671  USGS QUAD   -  LAKETON (1966)
 FL0671
 FL0671                         *CURRENT SURVEY CONTROL
 FL0671  ___________________________________________________________________
 FL0671* NAD 83(1986)-  35 32 38.     (N)    100 37 45.     (W)     SCALED    
 FL0671* NAVD 88     -       930.318  (meters)    3052.22   (feet)  ADJUSTED  
 FL0671  ___________________________________________________________________
 FL0671  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 FL0671  DYNAMIC HT  -         929.305 (meters)    3048.89  (feet)  COMP
 FL0671  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 FL0671
 FL0671  VERT ORDER  -  SECOND    CLASS 0
 FL0671
 FL0671.The horizontal coordinates were scaled from a topographic map and have
 FL0671.an estimated accuracy of +/- 6 seconds.
 FL0671
 FL0671.The orthometric height was determined by differential leveling
 FL0671.and adjusted by the National Geodetic Survey in June 1991..
 FL0671.WARNING-Repeat measurements at this control monument indicate possible
 FL0671.vertical movement.
 FL0671
 FL0671.The geoid height was determined by GEOID03.
 FL0671
 FL0671.The dynamic height is computed by dividing the NAVD 88
 FL0671.geopotential number by the normal gravity value computed on the
 FL0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0671.degrees latitude (g = 980.6199 gals.).
 FL0671
 FL0671.The modeled gravity was interpolated from observed gravity values.
 FL0671
 FL0671;                    North         East    Units  Estimated Accuracy
 FL0671;SPC TX N     - 1,171,620.      278,960.      MT  (+/- 180 meters Scaled)
 FL0671
 FL0671                          SUPERSEDED SURVEY CONTROL
 FL0671
 FL0671  NGVD 29 (??/??/92)  929.951  (m)         3051.01   (f) ADJ UNCH    2 0
 FL0671
 FL0671.Superseded values are not recommended for survey control.
 FL0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0671.See file dsdata.txt to determine how the superseded data were derived.
 FL0671
 FL0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE523345(NAD 83)
 FL0671_MARKER: DB = BENCH MARK DISK
 FL0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0671_STAMPING: B-548 1935
 FL0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0671+STABILITY: SURFACE MOTION
 FL0671
 FL0671  HISTORY     - Date     Condition        Report By
 FL0671  HISTORY     - 1935     MONUMENTED       CGS
 FL0671
 FL0671                          STATION DESCRIPTION
 FL0671
 FL0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0671'IN LAKETON.
 FL0671'ALONG AT AND SF RAILROAD BETWEEN PAMPA AND CAGEBY.  IN FRONT OF DEPOT.
 FL0671'20.5 FEET NORTH OF NORTH RAIL.  16.4 FEET WEST OF CENTER-LINE OF
 FL0671'BAGGAGE ROOM DOORWAY.  1.5 FEET SOUTH OF WINDOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0594 ***********************************************************************
 FL0594  DESIGNATION -  B 549
 FL0594  PID         -  FL0594
 FL0594  STATE/COUNTY-  TX/ROBERTS
 FL0594  USGS QUAD   -  MIAMI (1972)
 FL0594
 FL0594                         *CURRENT SURVEY CONTROL
 FL0594  ___________________________________________________________________
 FL0594* NAD 83(1986)-  35 43 16.     (N)    100 40 30.     (W)     SCALED    
 FL0594* NAVD 88     -       914.268  (meters)    2999.56   (feet)  ADJUSTED  
 FL0594  ___________________________________________________________________
 FL0594  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FL0594  DYNAMIC HT  -         913.257 (meters)    2996.24  (feet)  COMP
 FL0594  MODELED GRAV-     979,496.5   (mgal)                       NAVD 88
 FL0594
 FL0594  VERT ORDER  -  SECOND    CLASS 0
 FL0594
 FL0594.The horizontal coordinates were scaled from a topographic map and have
 FL0594.an estimated accuracy of +/- 6 seconds.
 FL0594
 FL0594.The orthometric height was determined by differential leveling
 FL0594.and adjusted by the National Geodetic Survey in June 1991..
 FL0594
 FL0594.The geoid height was determined by GEOID03.
 FL0594
 FL0594.The dynamic height is computed by dividing the NAVD 88
 FL0594.geopotential number by the normal gravity value computed on the
 FL0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0594.degrees latitude (g = 980.6199 gals.).
 FL0594
 FL0594.The modeled gravity was interpolated from observed gravity values.
 FL0594
 FL0594;                    North         East    Units  Estimated Accuracy
 FL0594;SPC TX N     - 1,191,250.      274,640.      MT  (+/- 180 meters Scaled)
 FL0594
 FL0594                          SUPERSEDED SURVEY CONTROL
 FL0594
 FL0594  NGVD 29 (??/??/92)  913.871  (m)         2998.26   (f) ADJ UNCH    2 0
 FL0594
 FL0594.Superseded values are not recommended for survey control.
 FL0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0594.See file dsdata.txt to determine how the superseded data were derived.
 FL0594
 FL0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE485543(NAD 83)
 FL0594_MARKER: DB = BENCH MARK DISK
 FL0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0594_STAMPING: B 549 1935
 FL0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0594+STABILITY: SURFACE MOTION
 FL0594
 FL0594  HISTORY     - Date     Condition        Report By
 FL0594  HISTORY     - 1935     MONUMENTED       CGS
 FL0594  HISTORY     - 1941     GOOD             NGS
 FL0594
 FL0594                          STATION DESCRIPTION
 FL0594
 FL0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FL0594'1.1 MI NW FROM MIAMI.
 FL0594'1.1 MILES NORTHWEST AND 2.6 MILES NORTH ALONG GRADED ROADS FROM THE
 FL0594'COUNTY COURTHOUSE AT MIAMI, 0.3 MILE SOUTH OF A CURVE, AT THE TOP OF
 FL0594'AN INCLINE, ON A FLAT ABOUT 200 FEET LONG, 37.5 FEET EAST OF THE
 FL0594'CENTERLINE OF THE ROAD, 4 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND
 FL0594'1-1/2 LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED B 549 1935 AND
 FL0594'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0240 ***********************************************************************
 FL0240  DESIGNATION -  B 550 RESET 1960
 FL0240  PID         -  FL0240
 FL0240  STATE/COUNTY-  TX/WHEELER
 FL0240  USGS QUAD   -  SPRING CREEK (1962)
 FL0240
 FL0240                         *CURRENT SURVEY CONTROL
 FL0240  ___________________________________________________________________
 FL0240* NAD 83(1986)-  35 24 53.     (N)    100 22 43.     (W)     SCALED    
 FL0240* NAVD 88     -       750.98   (meters)    2463.8    (feet)  RESET     
 FL0240  ___________________________________________________________________
 FL0240  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 FL0240
 FL0240  VERT ORDER  -  THIRD
 FL0240
 FL0240.The horizontal coordinates were scaled from a topographic map and have
 FL0240.an estimated accuracy of +/- 6 seconds.
 FL0240
 FL0240.The orthometric height was computed from unverified reset data.
 FL0240
 FL0240.The geoid height was determined by GEOID03.
 FL0240
 FL0240;                    North         East    Units  Estimated Accuracy
 FL0240;SPC TX N     - 1,157,520.      301,840.      MT  (+/- 180 meters Scaled)
 FL0240
 FL0240                          SUPERSEDED SURVEY CONTROL
 FL0240
 FL0240.No superseded survey control is available for this station.
 FL0240
 FL0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE748199(NAD 83)
 FL0240_MARKER: DB = BENCH MARK DISK
 FL0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0240_STAMPING: B 550 RESET 1960
 FL0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0240+STABILITY: SURFACE MOTION
 FL0240
 FL0240  HISTORY     - Date     Condition        Report By
 FL0240  HISTORY     - 1960     MONUMENTED       TXHD
 FL0240
 FL0240                          STATION DESCRIPTION
 FL0240
 FL0240'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 FL0240'3.8 MI N FROM MAGIC CITY.
 FL0240'THE MARK IS LOCATED 3.8 MILES NORTH ALONG A GRADED ROAD FROM THE POST
 FL0240'OFFICE AT MAGIC CITY, 3.0 FEET SOUTH OF A POWER POLE, 51 FEET WEST OF
 FL0240'THE CENTERLINE OF FARM TO MARKET HIGHWAY (NO. 2167), AND SET IN THE
 FL0240'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0951 ***********************************************************************
 FL0951  DESIGNATION -  B 552
 FL0951  PID         -  FL0951
 FL0951  STATE/COUNTY-  TX/CARSON
 FL0951  USGS QUAD   -  WHITE DEER SW (1966)
 FL0951
 FL0951                         *CURRENT SURVEY CONTROL
 FL0951  ___________________________________________________________________
 FL0951* NAD 83(1986)-  35 19 37.     (N)    101 12 12.     (W)     SCALED    
 FL0951* NAVD 88     -      1022.013  (meters)    3353.05   (feet)  ADJUSTED  
 FL0951  ___________________________________________________________________
 FL0951  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0951  DYNAMIC HT  -        1020.833 (meters)    3349.18  (feet)  COMP
 FL0951  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 FL0951
 FL0951  VERT ORDER  -  SECOND    CLASS 0
 FL0951
 FL0951.The horizontal coordinates were scaled from a topographic map and have
 FL0951.an estimated accuracy of +/- 6 seconds.
 FL0951
 FL0951.The orthometric height was determined by differential leveling
 FL0951.and adjusted by the National Geodetic Survey in June 1991..
 FL0951
 FL0951.The geoid height was determined by GEOID03.
 FL0951
 FL0951.The dynamic height is computed by dividing the NAVD 88
 FL0951.geopotential number by the normal gravity value computed on the
 FL0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0951.degrees latitude (g = 980.6199 gals.).
 FL0951
 FL0951.The modeled gravity was interpolated from observed gravity values.
 FL0951
 FL0951;                    North         East    Units  Estimated Accuracy
 FL0951;SPC TX N     - 1,147,250.      226,970.      MT  (+/- 180 meters Scaled)
 FL0951
 FL0951                          SUPERSEDED SURVEY CONTROL
 FL0951
 FL0951  NGVD 29 (??/??/92) 1021.53   (m)         3351.5    (f) COMPUTED    2 0
 FL0951
 FL0951.Superseded values are not recommended for survey control.
 FL0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0951.See file dsdata.txt to determine how the superseded data were derived.
 FL0951
 FL0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE997115(NAD 83)
 FL0951_MARKER: DB = BENCH MARK DISK
 FL0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0951_STAMPING: B 552 1935
 FL0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0951+STABILITY: SURFACE MOTION
 FL0951
 FL0951  HISTORY     - Date     Condition        Report By
 FL0951  HISTORY     - 1935     MONUMENTED       CGS
 FL0951  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0951
 FL0951                          STATION DESCRIPTION
 FL0951
 FL0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0951'12.6 MI SW FROM WHITE DEER.
 FL0951'12.6 MILES SOUTHWEST OF WHITE DEER, CARSON COUNTY.  THIS BENCH MARK
 FL0951'MAY BE REACHED FROM THE POST OFFICE BY GOING 1.9 MILES WEST AND 1.9
 FL0951'MILES NORTH ALONG GRADED ROADS.  IT IS 0.3 MILE EAST OF THE FRANK
 FL0951'STROPP FARMHOUSE, AT A ROAD INTERSECTION, 49.7 FEET SOUTHWEST OF THE
 FL0951'CENTER OF THE INTERSECTION, 33 FEET SOUTH OF THE CENTERLINE OF THE
 FL0951'EAST-AND-WEST ROAD, 3.5 FEET SOUTH OF A FENCE CORNER, AND 2 FEET WEST
 FL0951'OF THE FENCE.  A STANDARD DISK, STAMPED B 552 1935 AND SET IN THE TOP
 FL0951'OF A CONCRETE POST.
 FL0951
 FL0951                          STATION RECOVERY (1966)
 FL0951
 FL0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0988 ***********************************************************************
 FL0988  DESIGNATION -  B 553
 FL0988  PID         -  FL0988
 FL0988  STATE/COUNTY-  TX/CARSON
 FL0988  USGS QUAD   -  CUYLER (1978)
 FL0988
 FL0988                         *CURRENT SURVEY CONTROL
 FL0988  ___________________________________________________________________
 FL0988* NAD 83(1986)-  35 23 51.     (N)    101 15 18.     (W)     SCALED    
 FL0988* NAVD 88     -      1030.203  (meters)    3379.92   (feet)  ADJUSTED  
 FL0988  ___________________________________________________________________
 FL0988  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0988  DYNAMIC HT  -        1029.014 (meters)    3376.02  (feet)  COMP
 FL0988  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 FL0988
 FL0988  VERT ORDER  -  SECOND    CLASS 0
 FL0988
 FL0988.The horizontal coordinates were scaled from a topographic map and have
 FL0988.an estimated accuracy of +/- 6 seconds.
 FL0988
 FL0988.The orthometric height was determined by differential leveling
 FL0988.and adjusted by the National Geodetic Survey in June 1991..
 FL0988
 FL0988.The geoid height was determined by GEOID03.
 FL0988
 FL0988.The dynamic height is computed by dividing the NAVD 88
 FL0988.geopotential number by the normal gravity value computed on the
 FL0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0988.degrees latitude (g = 980.6199 gals.).
 FL0988
 FL0988.The modeled gravity was interpolated from observed gravity values.
 FL0988
 FL0988;                    North         East    Units  Estimated Accuracy
 FL0988;SPC TX N     - 1,155,060.      222,260.      MT  (+/- 180 meters Scaled)
 FL0988
 FL0988                          SUPERSEDED SURVEY CONTROL
 FL0988
 FL0988  NGVD 29 (??/??/92) 1029.729  (m)         3378.37   (f) ADJ UNCH    2 0
 FL0988
 FL0988.Superseded values are not recommended for survey control.
 FL0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0988.See file dsdata.txt to determine how the superseded data were derived.
 FL0988
 FL0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE952194(NAD 83)
 FL0988_MARKER: DB = BENCH MARK DISK
 FL0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0988_STAMPING: B 553 1935
 FL0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0988+STABILITY: SURFACE MOTION
 FL0988
 FL0988  HISTORY     - Date     Condition        Report By
 FL0988  HISTORY     - 1935     MONUMENTED       CGS
 FL0988
 FL0988                          STATION DESCRIPTION
 FL0988
 FL0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0988'4.9 MI SW FROM WHITE DEER.
 FL0988'4.9 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0988'STATION AT WHITE DEER, CARSON COUNTY, 0.1 MILE NORTHEAST OF A ROAD
 FL0988'CROSSING, 118 YARDS WEST OF MILEPOST 518, 144.6 FEET SOUTHWEST OF
 FL0988'SIGNAL TOWER 29978, AND 66.4 FEET SOUTH OF THE SOUTH RAIL OF THE
 FL0988'EAST-BOUND TRACK.  A STANDARD DISK, STAMPED B 553 1935 AND SET IN THE
 FL0988'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0396 ***********************************************************************
 FL0396  DESIGNATION -  B 555 RESET 1959
 FL0396  PID         -  FL0396
 FL0396  STATE/COUNTY-  TX/GRAY
 FL0396  USGS QUAD   -  BACK (1962)
 FL0396
 FL0396                         *CURRENT SURVEY CONTROL
 FL0396  ___________________________________________________________________
 FL0396* NAD 83(1986)-  35 17 31.     (N)    100 36 34.     (W)     SCALED    
 FL0396* NAVD 88     -       839.18   (meters)    2753.2    (feet)  RESET     
 FL0396  ___________________________________________________________________
 FL0396  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL0396
 FL0396  VERT ORDER  -  THIRD
 FL0396
 FL0396.The horizontal coordinates were scaled from a topographic map and have
 FL0396.an estimated accuracy of +/- 6 seconds.
 FL0396
 FL0396.The orthometric height was computed from unverified reset data.
 FL0396
 FL0396.The geoid height was determined by GEOID03.
 FL0396
 FL0396;                    North         East    Units  Estimated Accuracy
 FL0396;SPC TX N     - 1,143,690.      281,000.      MT  (+/- 180 meters Scaled)
 FL0396
 FL0396                          SUPERSEDED SURVEY CONTROL
 FL0396
 FL0396.No superseded survey control is available for this station.
 FL0396
 FL0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE536066(NAD 83)
 FL0396_MARKER: DB = BENCH MARK DISK
 FL0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0396_SP_SET: MONUMENT
 FL0396_STAMPING: B 555 RESET 1959
 FL0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0396
 FL0396  HISTORY     - Date     Condition        Report By
 FL0396  HISTORY     - 1959     MONUMENTED       CGS
 FL0396
 FL0396                          STATION DESCRIPTION
 FL0396
 FL0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FL0396'4.5 MI NW FROM MCLEAN.
 FL0396'ABOUT 0.5 MILE WEST FROM THE DEPOT IN MCLEAN ALONG HIGHWAY NO. 66,
 FL0396'THEN NORTH ALONG STATE HIGHWAY NO. 273, 3.5 MILES TO THE MARK ON THE
 FL0396'LEFT OR WEST.  IT IS 5 FEET SOUTH OF A GATE POST, 10 FEET NORTH OF A
 FL0396'POWER POLE, 1 FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE LINE OF THE
 FL0396'HIGHWAY AND ABOUT 25 YARDS SOUTHEAST OF AN OLD HOUSE SITE.  A STANDARD
 FL0396'DISK STAMPED B 555 RESET 1959 IN A CONCRETE MONUMENT WHICH PROJECTS
 FL0396'ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0714 ***********************************************************************
 BY0714  DESIGNATION -  B 556
 BY0714  PID         -  BY0714
 BY0714  STATE/COUNTY-  TX/ANGELINA
 BY0714  USGS QUAD   -  KELTYS (1980)
 BY0714
 BY0714                         *CURRENT SURVEY CONTROL
 BY0714  ___________________________________________________________________
 BY0714* NAD 83(1986)-  31 19 41.     (N)    094 52 13.     (W)     SCALED    
 BY0714* NAVD 88     -        57.51   (+/-2cm)     188.7    (feet)  VERTCON   
 BY0714  ___________________________________________________________________
 BY0714  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BY0714
 BY0714  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0714
 BY0714.The horizontal coordinates were scaled from a topographic map and have
 BY0714.an estimated accuracy of +/- 6 seconds.
 BY0714
 BY0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0714.The vertical order pertains to the NGVD 29 superseded value.
 BY0714
 BY0714.The geoid height was determined by GEOID03.
 BY0714
 BY0714;                    North         East    Units  Estimated Accuracy
 BY0714;SPC TX C     - 3,196,940.    1,219,690.      MT  (+/- 180 meters Scaled)
 BY0714
 BY0714                          SUPERSEDED SURVEY CONTROL
 BY0714
 BY0714  NGVD 29 (??/??/92)   57.555  (m)          188.83   (f) ADJ UNCH    2 0
 BY0714
 BY0714.Superseded values are not recommended for survey control.
 BY0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0714.See file dsdata.txt to determine how the superseded data were derived.
 BY0714
 BY0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ220674(NAD 83)
 BY0714_MARKER: DB = BENCH MARK DISK
 BY0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0714_STAMPING: B 556 1947
 BY0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0714+STABILITY: SURFACE MOTION
 BY0714
 BY0714  HISTORY     - Date     Condition        Report By
 BY0714  HISTORY     - 1947     MONUMENTED       CGS
 BY0714  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0714
 BY0714                          STATION DESCRIPTION
 BY0714
 BY0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0714'10.5 MI W FROM LUFKIN.
 BY0714'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0714'THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE SOUTHWEST 7.4
 BY0714'MILES ALONG STATE HIGHWAY NO.94, THENCE NORTH 0.8 MILE ALONG A GRADED
 BY0714'DIRT ROAD, THENCE NORTHWEST 1.9 MILES ALONG A GRADED DIRT ROAD, 113.0
 BY0714'FEET EAST OF AND ACROSS THE ROAD FROM A 36 INCH OAK TREE, 80.5 FEET
 BY0714'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN BRIDGE, 61.0 FEET
 BY0714'NORTHEAST OF THE CENTER LINE OF THE ROAD, 6.0 FEET SOUTHEAST OF THE
 BY0714'EAST END OF A BOARD GATE, 2.5 FEET SOUTH OF A FENCE CORNER, 2.0 FEET
 BY0714'NORTH OF A 4 X 4 IN. WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0714'WHICH PROJECTS ABOUT 0.4 FOOT ABOVE THE GROUND.
 BY0714
 BY0714                          STATION RECOVERY (1998)
 BY0714
 BY0714'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0678 ***********************************************************************
 BY0678  DESIGNATION -  B 557 RESET 1960
 BY0678  PID         -  BY0678
 BY0678  STATE/COUNTY-  TX/ANGELINA
 BY0678  USGS QUAD   -  WELLS (1980)
 BY0678
 BY0678                         *CURRENT SURVEY CONTROL
 BY0678  ___________________________________________________________________
 BY0678* NAD 83(1986)-  31 26 17.     (N)    094 53 02.     (W)     SCALED    
 BY0678* NAVD 88     -        82.45   (+/-2cm)     270.5    (feet)  VERTCON   
 BY0678  ___________________________________________________________________
 BY0678  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY0678
 BY0678  VERT ORDER  -  THIRD (See Below)
 BY0678
 BY0678.The horizontal coordinates were scaled from a topographic map and have
 BY0678.an estimated accuracy of +/- 6 seconds.
 BY0678
 BY0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0678.The vertical order pertains to the NGVD 29 superseded value.
 BY0678
 BY0678.The geoid height was determined by GEOID03.
 BY0678
 BY0678;                    North         East    Units  Estimated Accuracy
 BY0678;SPC TX C     - 3,209,060.    1,217,800.      MT  (+/- 180 meters Scaled)
 BY0678
 BY0678                          SUPERSEDED SURVEY CONTROL
 BY0678
 BY0678  NGVD 29 (??/??/??)   82.51   (m)          270.7    (f) RESET       3  
 BY0678
 BY0678.Superseded values are not recommended for survey control.
 BY0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0678.See file dsdata.txt to determine how the superseded data were derived.
 BY0678
 BY0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ209796(NAD 83)
 BY0678_MARKER: DB = BENCH MARK DISK
 BY0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0678_STAMPING: B 557 RESET 1960
 BY0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0678+STABILITY: SURFACE MOTION
 BY0678
 BY0678  HISTORY     - Date     Condition        Report By
 BY0678  HISTORY     - 1960     MONUMENTED       CGS
 BY0678
 BY0678                          STATION DESCRIPTION
 BY0678
 BY0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY0678'0.9 MI SW FROM POLLOK.
 BY0678'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 7 FROM THE POST
 BY0678'OFFICE AT POLLOK, 01.5 MILES SOUTHWEST FROM THE JUNCTION OF HIGHWAY
 BY0678'NO. 7 WITH U.S. HIGHWAY NO. 69 WHICH IS 11.0 MILES NORTHWEST OF
 BY0678'LUFKIN.  IT IS IN THE SOUTH RIGHT-OF-WAY FENCE LINE OF HIGHWAY NO. 7,
 BY0678'3 FEET WEST OF HIGHWAY SURVEY STA. 892 + 00, 12 FEET WEST OF THE WEST
 BY0678'GATE POST FOR A TRAIL ROAD ENTERING THE TIMBER, 0.2 MILE WEST OF A
 BY0678'WHITE HOUSE AND 15 YARDS WEST OF THE WEST CORNER OF A SMALL PASTURE. A
 BY0678'STANDARD DISK STAMPED B 557 RESET 1960 IN A CONCRETE POST WHICH
 BY0678'PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1604 ***********************************************************************
 BY1604  DESIGNATION -  B 558
 BY1604  PID         -  BY1604
 BY1604  STATE/COUNTY-  TX/TRINITY
 BY1604  USGS QUAD   -  CRECY (1963)
 BY1604
 BY1604                         *CURRENT SURVEY CONTROL
 BY1604  ___________________________________________________________________
 BY1604* NAD 83(1986)-  31 11 42.     (N)    095 01 31.     (W)     SCALED    
 BY1604* NAVD 88     -       109.11   (+/-2cm)     358.0    (feet)  VERTCON   
 BY1604  ___________________________________________________________________
 BY1604  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BY1604
 BY1604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1604
 BY1604.The horizontal coordinates were scaled from a topographic map and have
 BY1604.an estimated accuracy of +/- 6 seconds.
 BY1604
 BY1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1604.The vertical order pertains to the NGVD 29 superseded value.
 BY1604
 BY1604.The geoid height was determined by GEOID03.
 BY1604
 BY1604;                    North         East    Units  Estimated Accuracy
 BY1604;SPC TX C     - 3,181,490.    1,205,660.      MT  (+/- 180 meters Scaled)
 BY1604
 BY1604                          SUPERSEDED SURVEY CONTROL
 BY1604
 BY1604  NGVD 29 (??/??/92)  109.132  (m)          358.04   (f) ADJ UNCH    2 0
 BY1604
 BY1604.Superseded values are not recommended for survey control.
 BY1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1604.See file dsdata.txt to determine how the superseded data were derived.
 BY1604
 BY1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ070529(NAD 83)
 BY1604_MARKER: DB = BENCH MARK DISK
 BY1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1604_STAMPING: B 558 1948
 BY1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1604+STABILITY: SURFACE MOTION
 BY1604
 BY1604  HISTORY     - Date     Condition        Report By
 BY1604  HISTORY     - 1948     MONUMENTED       CGS
 BY1604
 BY1604                          STATION DESCRIPTION
 BY1604
 BY1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1604'4.1 MI SW FROM APPLE SPRINGS.
 BY1604'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY1604'LODGE AT APPLE SPRINGS, 60.2 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY1604'HIGHWAY, 47.0 FEET SOUTH OF THE SOUTH CORNER (MEASURED FROM THE HOUSE
 BY1604'AND NOT FROM THE PORCH) OF A FARMHOUSE OWNED AND OCCUPIED BY H. F.
 BY1604'JEFFREY, 18.0 FEET NORTH OF A FENCE CORNER, 3.0 FEET SOUTHEAST OF THE
 BY1604'SOUTH END OF A WOODEN GATE, 1.6 FEET NORTH OF A REFERENCE POST, 1.0
 BY1604'FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BY1604'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0616 ***********************************************************************
 BL0616  DESIGNATION -  B 559
 BL0616  PID         -  BL0616
 BL0616  STATE/COUNTY-  TX/POLK
 BL0616  USGS QUAD   -  CARMONA (1984)
 BL0616
 BL0616                         *CURRENT SURVEY CONTROL
 BL0616  ___________________________________________________________________
 BL0616* NAD 83(1986)-  30 56 24.     (N)    094 58 48.     (W)     SCALED    
 BL0616* NAVD 88     -       104.19   (+/-2cm)     341.8    (feet)  VERTCON   
 BL0616  ___________________________________________________________________
 BL0616  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL0616
 BL0616  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0616
 BL0616.The horizontal coordinates were scaled from a topographic map and have
 BL0616.an estimated accuracy of +/- 6 seconds.
 BL0616
 BL0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0616.The vertical order pertains to the NGVD 29 superseded value.
 BL0616
 BL0616.The geoid height was determined by GEOID03.
 BL0616
 BL0616;                    North         East    Units  Estimated Accuracy
 BL0616;SPC TX C     - 3,153,460.    1,211,330.      MT  (+/- 180 meters Scaled)
 BL0616
 BL0616                          SUPERSEDED SURVEY CONTROL
 BL0616
 BL0616  NGVD 29 (??/??/92)  104.202  (m)          341.87   (f) ADJ UNCH    2 0
 BL0616
 BL0616.Superseded values are not recommended for survey control.
 BL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0616.See file dsdata.txt to determine how the superseded data were derived.
 BL0616
 BL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ108246(NAD 83)
 BL0616_MARKER: DB = BENCH MARK DISK
 BL0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0616_STAMPING: B 559 1948
 BL0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0616+STABILITY: SURFACE MOTION
 BL0616
 BL0616  HISTORY     - Date     Condition        Report By
 BL0616  HISTORY     - 1948     MONUMENTED       CGS
 BL0616  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0616
 BL0616                          STATION DESCRIPTION
 BL0616
 BL0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0616'5.95 MI SW FROM CARMONA.
 BL0616'3.95 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0616'CARMONA, THENCE 2.0 MILES SOUTHWEST ALONG A DIRT ROAD, ON TOP OF A
 BL0616'HILL, 88.1 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A TELEPHONE
 BL0616'POLE, 25.0 FEET SOUTH OF A 6-INCH OAK TREE WITH A TRIANGULAR BLAZE,
 BL0616'25.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A
 BL0616'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0616'ABOVE THE GROUND.
 BL0616
 BL0616                          STATION RECOVERY (1977)
 BL0616
 BL0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0384 ***********************************************************************
 BL0384  DESIGNATION -  B 56
 BL0384  PID         -  BL0384
 BL0384  STATE/COUNTY-  TX/LIBERTY
 BL0384  USGS QUAD   -  LIBERTY (1984)
 BL0384
 BL0384                         *CURRENT SURVEY CONTROL
 BL0384  ___________________________________________________________________
 BL0384* NAD 83(1986)-  30 03 34.     (N)    094 47 45.     (W)     SCALED    
 BL0384* NAVD 88     -        11.485  (meters)      37.68   (feet)  ADJUSTED  
 BL0384  ___________________________________________________________________
 BL0384  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0384  DYNAMIC HT  -          11.469 (meters)      37.63  (feet)  COMP
 BL0384  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 BL0384
 BL0384  VERT ORDER  -  FIRST     CLASS II
 BL0384
 BL0384.The horizontal coordinates were scaled from a topographic map and have
 BL0384.an estimated accuracy of +/- 6 seconds.
 BL0384
 BL0384.The orthometric height was determined by differential leveling
 BL0384.and adjusted by the National Geodetic Survey in June 1991..
 BL0384
 BL0384.The geoid height was determined by GEOID03.
 BL0384
 BL0384.The dynamic height is computed by dividing the NAVD 88
 BL0384.geopotential number by the normal gravity value computed on the
 BL0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0384.degrees latitude (g = 980.6199 gals.).
 BL0384
 BL0384.The modeled gravity was interpolated from observed gravity values.
 BL0384
 BL0384;                    North         East    Units  Estimated Accuracy
 BL0384;SPC TX C     - 3,056,830.    1,233,760.      MT  (+/- 180 meters Scaled)
 BL0384
 BL0384                          SUPERSEDED SURVEY CONTROL
 BL0384
 BL0384  NGVD 29 (12/23/87)   11.487  (m)           37.69   (f) ADJUSTED    1 2
 BL0384
 BL0384.Superseded values are not recommended for survey control.
 BL0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0384.See file dsdata.txt to determine how the superseded data were derived.
 BL0384
 BL0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP268267(NAD 83)
 BL0384_MARKER: DB = BENCH MARK DISK
 BL0384_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL0384_SP_SET: BUILDING
 BL0384_STAMPING: B 56 1918 ELEV 38.504 FT
 BL0384_MARK LOGO: CGS   
 BL0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0384+STABILITY: SURFACE MOTION
 BL0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0384+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2004
 BL0384
 BL0384  HISTORY     - Date     Condition        Report By
 BL0384  HISTORY     - 1918     MONUMENTED       CGS
 BL0384  HISTORY     - 1972     GOOD             NGS
 BL0384  HISTORY     - 1987     GOOD             NGS
 BL0384  HISTORY     - 1988     GOOD             USPSQD
 BL0384  HISTORY     - 1989     GOOD             USPSQD
 BL0384  HISTORY     - 1990     GOOD             USPSQD
 BL0384  HISTORY     - 19960801 GOOD             USPSQD
 BL0384  HISTORY     - 20031004 GOOD             USPSQD
 BL0384  HISTORY     - 20041003 GOOD             USPSQD
 BL0384
 BL0384                          STATION DESCRIPTION
 BL0384
 BL0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0384'IN LIBERTY.
 BL0384'AT LIBERTY, TWO BLOCKS NORTH ALONG MAIN STREET FROM THE CROSSING OF
 BL0384'THE SOUTHERN PACIFIC RAILROAD, AT THE INTERSECTION OF MAIN STREET AND
 BL0384'TRINITY AVENUE, NORTH AND ACROSS TRINITY AVENUE FROM THE COURTHOUSE,
 BL0384'SET VERTICALLY IN THE SOUTH FACE OF THE BRICK WALL FOR A ONE-STORY
 BL0384'YELLOW PAINTED BUILDING, 1.6 FEET EAST OF THE SOUTHWEST CORNER OF THE
 BL0384'BUILDING, 68 FEET WEST OF THE WEST CURBLINE OF THE STREET, 10.6 FEET
 BL0384'NORTH OF THE NORTH CURBLINE OF THE AVENUE, AND 4.3 FEET ABOVE THE
 BL0384'LEVEL OF THE SIDEWALK.
 BL0384
 BL0384                          STATION RECOVERY (1987)
 BL0384
 BL0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0384'RECOVERED IN GOOD CONDITION.
 BL0384
 BL0384                          STATION RECOVERY (1988)
 BL0384
 BL0384'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0384'RECOVERED IN GOOD CONDITION.
 BL0384
 BL0384                          STATION RECOVERY (1989)
 BL0384
 BL0384'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0384'RECOVERED IN GOOD CONDITION.
 BL0384
 BL0384                          STATION RECOVERY (1990)
 BL0384
 BL0384'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0384'RECOVERED IN GOOD CONDITION.
 BL0384
 BL0384                          STATION RECOVERY (1996)
 BL0384
 BL0384'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0384'RECOVERED IN GOOD CONDITION.
 BL0384
 BL0384                          STATION RECOVERY (2003)
 BL0384
 BL0384'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0384'RECOVERED IN GOOD CONDITION.
 BL0384
 BL0384                          STATION RECOVERY (2004)
 BL0384
 BL0384'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1549 ***********************************************************************
 BY1549  DESIGNATION -  B 560
 BY1549  PID         -  BY1549
 BY1549  STATE/COUNTY-  TX/TRINITY
 BY1549  USGS QUAD   -  GROVETON WEST (1963)
 BY1549
 BY1549                         *CURRENT SURVEY CONTROL
 BY1549  ___________________________________________________________________
 BY1549* NAD 83(1986)-  31 06 41.     (N)    095 10 42.     (W)     SCALED    
 BY1549* NAVD 88     -       111.00   (+/-2cm)     364.2    (feet)  VERTCON   
 BY1549  ___________________________________________________________________
 BY1549  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY1549
 BY1549  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1549
 BY1549.The horizontal coordinates were scaled from a topographic map and have
 BY1549.an estimated accuracy of +/- 6 seconds.
 BY1549
 BY1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1549.The vertical order pertains to the NGVD 29 superseded value.
 BY1549
 BY1549.The geoid height was determined by GEOID03.
 BY1549
 BY1549;                    North         East    Units  Estimated Accuracy
 BY1549;SPC TX C     - 3,171,550.    1,191,520.      MT  (+/- 180 meters Scaled)
 BY1549
 BY1549                          SUPERSEDED SURVEY CONTROL
 BY1549
 BY1549  NGVD 29 (??/??/92)  111.015  (m)          364.22   (f) ADJ UNCH    2 0
 BY1549
 BY1549.Superseded values are not recommended for survey control.
 BY1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1549.See file dsdata.txt to determine how the superseded data were derived.
 BY1549
 BY1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ922439(NAD 83)
 BY1549_MARKER: DB = BENCH MARK DISK
 BY1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1549_STAMPING: B 560 1948
 BY1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1549+STABILITY: SURFACE MOTION
 BY1549
 BY1549  HISTORY     - Date     Condition        Report By
 BY1549  HISTORY     - 1948     MONUMENTED       CGS
 BY1549  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1549
 BY1549                          STATION DESCRIPTION
 BY1549
 BY1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1549'5.4 MI NW FROM GROVETON.
 BY1549'5.4 MILES NORTHWEST ALONG U. S. HIGHWAY 287 FROM THE COURTHOUSE AT
 BY1549'GROVETON, ON TOP OF A HILL, 85.0 FEET NORTHWEST OF THE CENTER LINE OF
 BY1549'A TRAIL LEADING SOUTHWEST, 54.0 FEET SOUTHWEST OF THE CENTER LINE OF
 BY1549'THE HIGHWAY, 5.1 FEET SOUTHEAST OF AN 8-INCH HICKORY TREE WITH A
 BY1549'TRIANGULAR BLAZE, 1.3 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE
 BY1549'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY1549
 BY1549                          STATION RECOVERY (1996)
 BY1549
 BY1549'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1215 ***********************************************************************
 FL1215  DESIGNATION -  B 561
 FL1215  PID         -  FL1215
 FL1215  STATE/COUNTY-  TX/RANDALL
 FL1215  USGS QUAD   -  THE PALISADES (1973)
 FL1215
 FL1215                         *CURRENT SURVEY CONTROL
 FL1215  ___________________________________________________________________
 FL1215* NAD 83(1986)-  35 07 13.     (N)    101 50 20.     (W)     SCALED    
 FL1215* NAVD 88     -      1100.764  (meters)    3611.42   (feet)  ADJUSTED  
 FL1215  ___________________________________________________________________
 FL1215  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL1215  DYNAMIC HT  -        1099.447 (meters)    3607.10  (feet)  COMP
 FL1215  MODELED GRAV-     979,399.4   (mgal)                       NAVD 88
 FL1215
 FL1215  VERT ORDER  -  SECOND    CLASS 0
 FL1215
 FL1215.The horizontal coordinates were scaled from a topographic map and have
 FL1215.an estimated accuracy of +/- 6 seconds.
 FL1215
 FL1215.The orthometric height was determined by differential leveling
 FL1215.and adjusted by the National Geodetic Survey in June 1991..
 FL1215.WARNING-Repeat measurements at this control monument indicate possible
 FL1215.vertical movement.
 FL1215
 FL1215.The geoid height was determined by GEOID03.
 FL1215
 FL1215.The dynamic height is computed by dividing the NAVD 88
 FL1215.geopotential number by the normal gravity value computed on the
 FL1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1215.degrees latitude (g = 980.6199 gals.).
 FL1215
 FL1215.The modeled gravity was interpolated from observed gravity values.
 FL1215
 FL1215;                    North         East    Units  Estimated Accuracy
 FL1215;SPC TX N     - 1,124,330.      169,110.      MT  (+/- 180 meters Scaled)
 FL1215
 FL1215                          SUPERSEDED SURVEY CONTROL
 FL1215
 FL1215  NGVD 29 (??/??/92) 1100.270  (m)         3609.80   (f) ADJ UNCH    2 0
 FL1215
 FL1215.Superseded values are not recommended for survey control.
 FL1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1215.See file dsdata.txt to determine how the superseded data were derived.
 FL1215
 FL1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD412900(NAD 83)
 FL1215_MARKER: DB = BENCH MARK DISK
 FL1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1215_STAMPING: B 561 1935
 FL1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1215+STABILITY: SURFACE MOTION
 FL1215
 FL1215  HISTORY     - Date     Condition        Report By
 FL1215  HISTORY     - 1935     MONUMENTED       CGS
 FL1215  HISTORY     - 1954     MARK NOT FOUND   USGS
 FL1215  HISTORY     - 1960     MARK NOT FOUND   USGS
 FL1215  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1215
 FL1215                          STATION DESCRIPTION
 FL1215
 FL1215'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FL1215'2.2 MI SE FROM ZITA.
 FL1215'2.2 MILES SOUTHEAST OF ZITA, RANDALL COUNTY.  THIS BENCH MARK MAY BE
 FL1215'REACHED FROM THE PANHANDLE AND SANTA FE RAILWAY STATION BY GOING 0.7
 FL1215'MILE SOUTH ALONG THE RAILROAD AND THENCE 1.5 MILES EAST ALONG A GRADED
 FL1215'ROAD.  IT IS 29 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 10.5 FEET
 FL1215'SOUTHWEST OF A RIGHT-OF-WAY FENCE CORNER, AND 7 FEET SOUTH AND 3 FEET
 FL1215'WEST OF A POWER POLE.  A STANDARD DISK, STAMPED B 561 1935 AND SET IN
 FL1215'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 FL1215
 FL1215                          STATION RECOVERY (1960)
 FL1215
 FL1215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FL1215'MARK NOT FOUND.
 FL1215
 FL1215                          STATION RECOVERY (1984)
 FL1215
 FL1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1266 ***********************************************************************
 FL1266  DESIGNATION -  B 563
 FL1266  PID         -  FL1266
 FL1266  STATE/COUNTY-  TX/ARMSTRONG
 FL1266  USGS QUAD   -  WASHBURN (1973)
 FL1266
 FL1266                         *CURRENT SURVEY CONTROL
 FL1266  ___________________________________________________________________
 FL1266* NAD 83(1986)-  35 10 37.     (N)    101 36 49.     (W)     SCALED    
 FL1266* NAVD 88     -      1066.463  (meters)    3498.89   (feet)  ADJUSTED  
 FL1266  ___________________________________________________________________
 FL1266  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1266  DYNAMIC HT  -        1065.191 (meters)    3494.71  (feet)  COMP
 FL1266  MODELED GRAV-     979,405.8   (mgal)                       NAVD 88
 FL1266
 FL1266  VERT ORDER  -  SECOND    CLASS 0
 FL1266
 FL1266.The horizontal coordinates were scaled from a topographic map and have
 FL1266.an estimated accuracy of +/- 6 seconds.
 FL1266
 FL1266.The orthometric height was determined by differential leveling
 FL1266.and adjusted by the National Geodetic Survey in June 1991..
 FL1266
 FL1266.The geoid height was determined by GEOID03.
 FL1266
 FL1266.The dynamic height is computed by dividing the NAVD 88
 FL1266.geopotential number by the normal gravity value computed on the
 FL1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1266.degrees latitude (g = 980.6199 gals.).
 FL1266
 FL1266.The modeled gravity was interpolated from observed gravity values.
 FL1266
 FL1266;                    North         East    Units  Estimated Accuracy
 FL1266;SPC TX N     - 1,130,570.      189,650.      MT  (+/- 180 meters Scaled)
 FL1266
 FL1266                          SUPERSEDED SURVEY CONTROL
 FL1266
 FL1266  NGVD 29 (??/??/92) 1065.958  (m)         3497.23   (f) ADJ UNCH    2 0
 FL1266
 FL1266.Superseded values are not recommended for survey control.
 FL1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1266.See file dsdata.txt to determine how the superseded data were derived.
 FL1266
 FL1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD619957(NAD 83)
 FL1266_MARKER: DB = BENCH MARK DISK
 FL1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1266_STAMPING: B 563 1935
 FL1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1266+STABILITY: SURFACE MOTION
 FL1266
 FL1266  HISTORY     - Date     Condition        Report By
 FL1266  HISTORY     - 1935     MONUMENTED       CGS
 FL1266  HISTORY     - 1943     GOOD             NGS
 FL1266  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1266  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 FL1266
 FL1266                          STATION DESCRIPTION
 FL1266
 FL1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1266'2.7 MI SW FROM WASHBURN.
 FL1266'2.3 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 FL1266'WASHBURN, ARMSTRONG COUNTY, THENCE 0.4 MILE SOUTH ALONG A GRADED ROAD.
 FL1266'ON THE NORTH SIDE OF A VALLEY, 0.1 MILE SOUTH OF A WHITE RANCH HOUSE,
 FL1266'AT THE JUNCTION OF A FENCE LEADING EAST AND THE RIGHT-OF-WAY FENCE, 43
 FL1266'FEET EAST OF THE CENTERLINE OF THE ROAD, 11 FEET EAST OF A FENCE
 FL1266'CORNER AND 2.8 FEET SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD
 FL1266'DISK, STAMPED B 563 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL1266
 FL1266                          STATION RECOVERY (1984)
 FL1266
 FL1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1266'MARK NOT FOUND.
 FL1266
 FL1266                          STATION RECOVERY (2004)
 FL1266
 FL1266'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1163 ***********************************************************************
 AY1163  DESIGNATION -  B 564
 AY1163  PID         -  AY1163
 AY1163  STATE/COUNTY-  TX/BANDERA
 AY1163  USGS QUAD   -  TARPLEY PASS (1964)
 AY1163
 AY1163                         *CURRENT SURVEY CONTROL
 AY1163  ___________________________________________________________________
 AY1163* NAD 83(1986)-  29 43 11.     (N)    099 07 53.     (W)     SCALED    
 AY1163* NAVD 88     -       416.513  (meters)    1366.51   (feet)  ADJUSTED  
 AY1163  ___________________________________________________________________
 AY1163  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AY1163  DYNAMIC HT  -         415.911 (meters)    1364.53  (feet)  COMP
 AY1163  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AY1163
 AY1163  VERT ORDER  -  SECOND    CLASS 0
 AY1163
 AY1163.The horizontal coordinates were scaled from a topographic map and have
 AY1163.an estimated accuracy of +/- 6 seconds.
 AY1163
 AY1163.The orthometric height was determined by differential leveling
 AY1163.and adjusted by the National Geodetic Survey in June 1991..
 AY1163
 AY1163.The geoid height was determined by GEOID03.
 AY1163
 AY1163.The dynamic height is computed by dividing the NAVD 88
 AY1163.geopotential number by the normal gravity value computed on the
 AY1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1163.degrees latitude (g = 980.6199 gals.).
 AY1163
 AY1163.The modeled gravity was interpolated from observed gravity values.
 AY1163
 AY1163;                    North         East    Units  Estimated Accuracy
 AY1163;SPC TXSC     - 4,209,070.      587,290.      MT  (+/- 180 meters Scaled)
 AY1163
 AY1163                          SUPERSEDED SURVEY CONTROL
 AY1163
 AY1163  NGVD 29 (??/??/92)  416.397  (m)         1366.13   (f) ADJ UNCH    2 0
 AY1163
 AY1163.Superseded values are not recommended for survey control.
 AY1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1163.See file dsdata.txt to determine how the superseded data were derived.
 AY1163
 AY1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT872877(NAD 83)
 AY1163_MARKER: DB = BENCH MARK DISK
 AY1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1163_STAMPING: B 564 1953
 AY1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1163+STABILITY: SURFACE MOTION
 AY1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1163+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AY1163
 AY1163  HISTORY     - Date     Condition        Report By
 AY1163  HISTORY     - 1953     MONUMENTED       CGS
 AY1163  HISTORY     - 1963     GOOD             USGS
 AY1163  HISTORY     - 19931201 GOOD             USPSQD
 AY1163  HISTORY     - 20050809 GOOD             USPSQD
 AY1163
 AY1163                          STATION DESCRIPTION
 AY1163
 AY1163'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AY1163'3.8 MI SW FROM BANDERA.
 AY1163'2.2 MILES WEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT BANDERA,
 AY1163'THENCE 1.6 MILES SOUTHWEST ALONG FARM ROAD 470, ON THE NORTHEAST SLOPE
 AY1163'OF A HILL, 200 FEET EAST AND 108 FEET SOUTH OF CENTERLINE OF
 AY1163'T-DRIVEWAY NORTH, ABOUT 50 FEET SOUTH OF THE ROW FENCE.  2.5 FEET
 AY1163'SOUTHEAST OF A WITNESS POST AND SET IN TOP OF A CONCRETE POST WHICH
 AY1163'PROJECTS 0.6 FOOT ABOVE GROUND.
 AY1163
 AY1163                          STATION RECOVERY (1993)
 AY1163
 AY1163'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1163'RECOVERED IN GOOD CONDITION.
 AY1163
 AY1163                          STATION RECOVERY (2005)
 AY1163
 AY1163'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0479 ***********************************************************************
 EN0479  DESIGNATION -  B 565
 EN0479  PID         -  EN0479
 EN0479  STATE/COUNTY-  TX/ARMSTRONG
 EN0479  USGS QUAD   -  PONY FLATS (1984)
 EN0479
 EN0479                         *CURRENT SURVEY CONTROL
 EN0479  ___________________________________________________________________
 EN0479* NAD 83(1986)-  34 53 51.     (N)    101 35 47.     (W)     SCALED    
 EN0479* NAVD 88     -       829.382  (meters)    2721.06   (feet)  POSTED    
 EN0479  ___________________________________________________________________
 EN0479  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EN0479  DYNAMIC HT  -         828.380 (meters)    2717.78  (feet)  COMP
 EN0479  MODELED GRAV-     979,403.5   (mgal)                       NAVD 88
 EN0479
 EN0479  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EN0479
 EN0479.The horizontal coordinates were scaled from a topographic map and have
 EN0479.an estimated accuracy of +/- 6 seconds.
 EN0479
 EN0479.The orthometric height was determined by differential leveling
 EN0479.and adjusted by the National Geodetic Survey in 1992..
 EN0479.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EN0479.rate of 4.1 thru 8.0 mm/km.
 EN0479
 EN0479.The geoid height was determined by GEOID03.
 EN0479
 EN0479.The dynamic height is computed by dividing the NAVD 88
 EN0479.geopotential number by the normal gravity value computed on the
 EN0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0479.degrees latitude (g = 980.6199 gals.).
 EN0479
 EN0479.The modeled gravity was interpolated from observed gravity values.
 EN0479
 EN0479;                    North         East    Units  Estimated Accuracy
 EN0479;SPC TX N     - 1,099,570.      191,190.      MT  (+/- 180 meters Scaled)
 EN0479
 EN0479                          SUPERSEDED SURVEY CONTROL
 EN0479
 EN0479  NGVD 29 (??/??/92)  828.584  (m)         2718.45   (f) ADJ UNCH    2 0
 EN0479
 EN0479.Superseded values are not recommended for survey control.
 EN0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0479.See file dsdata.txt to determine how the superseded data were derived.
 EN0479
 EN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD627647(NAD 83)
 EN0479_MARKER: DB = BENCH MARK DISK
 EN0479_SETTING: 66 = SET IN ROCK OUTCROP
 EN0479_SP_SET: OUTCROP
 EN0479_STAMPING: B 565 1935
 EN0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0479+STABILITY: POSITION/ELEVATION WELL
 EN0479
 EN0479  HISTORY     - Date     Condition        Report By
 EN0479  HISTORY     - 1935     MONUMENTED       CGS
 EN0479  HISTORY     - 1943     MARK NOT FOUND   NGS
 EN0479  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0479
 EN0479                          STATION DESCRIPTION
 EN0479
 EN0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0479'25.2 MI SE FROM CANYON.
 EN0479'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0479'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 5.2 MILES EAST AND
 EN0479'SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  0.4 MILE WEST
 EN0479'OF A CREEK BED, IN LINE WITH THE SOUTH ENDS OF TWO CLIFFS 0.8 MILE
 EN0479'APART, ON THE WEST SLOPE OF A SMALL KNOLL, ABOUT 300 FEET EAST OF THE
 EN0479'WEST CLIFF, 50 FEET WEST OF THE EDGE OF THE CLIFF, AND ABOUT 30 FEET
 EN0479'ABOVE THE RIVER FLATS, IN THE TOP OF A LARGE SANDSTONE OUTCROP, AND
 EN0479'3.3 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED B 565 1935.
 EN0479
 EN0479                          STATION RECOVERY (1954)
 EN0479
 EN0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EN0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0437 ***********************************************************************
 EN0437  DESIGNATION -  B 566
 EN0437  PID         -  EN0437
 EN0437  STATE/COUNTY-  TX/RANDALL
 EN0437  USGS QUAD   -  CANYON (1984)
 EN0437
 EN0437                         *CURRENT SURVEY CONTROL
 EN0437  ___________________________________________________________________
 EN0437* NAD 83(1986)-  34 56 58.     (N)    101 57 17.     (W)     SCALED    
 EN0437* NAVD 88     -      1089.406  (meters)    3574.16   (feet)  ADJUSTED  
 EN0437  ___________________________________________________________________
 EN0437  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 EN0437  DYNAMIC HT  -        1088.079 (meters)    3569.81  (feet)  COMP
 EN0437  MODELED GRAV-     979,378.7   (mgal)                       NAVD 88
 EN0437
 EN0437  VERT ORDER  -  SECOND    CLASS 0
 EN0437
 EN0437.The horizontal coordinates were scaled from a topographic map and have
 EN0437.an estimated accuracy of +/- 6 seconds.
 EN0437
 EN0437.The orthometric height was determined by differential leveling
 EN0437.and adjusted by the National Geodetic Survey in June 1991..
 EN0437
 EN0437.The geoid height was determined by GEOID03.
 EN0437
 EN0437.The dynamic height is computed by dividing the NAVD 88
 EN0437.geopotential number by the normal gravity value computed on the
 EN0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0437.degrees latitude (g = 980.6199 gals.).
 EN0437
 EN0437.The modeled gravity was interpolated from observed gravity values.
 EN0437
 EN0437;                    North         East    Units  Estimated Accuracy
 EN0437;SPC TX N     - 1,105,420.      158,470.      MT  (+/- 180 meters Scaled)
 EN0437
 EN0437                          SUPERSEDED SURVEY CONTROL
 EN0437
 EN0437  NGVD 29 (??/??/92) 1088.931  (m)         3572.60   (f) ADJ UNCH    2 0
 EN0437
 EN0437.Superseded values are not recommended for survey control.
 EN0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0437.See file dsdata.txt to determine how the superseded data were derived.
 EN0437
 EN0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD301714(NAD 83)
 EN0437_MARKER: DB = BENCH MARK DISK
 EN0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0437_STAMPING: B-566 1935
 EN0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0437+STABILITY: SURFACE MOTION
 EN0437
 EN0437  HISTORY     - Date     Condition        Report By
 EN0437  HISTORY     - 1935     MONUMENTED       CGS
 EN0437
 EN0437                          STATION DESCRIPTION
 EN0437
 EN0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0437'3.8 MI SW FROM CANYON.
 EN0437'ALONG GRADED ROAD.  TO REACH BENCH MARK FROM CANYON GO 1.7 MILES WEST
 EN0437'OF COURT HOUSE ALONG GRADED ROAD, THENCE 2.11 MILES SOUTH ALONG GRADED
 EN0437'ROAD.  BENCH MARK IS LOCATED AT A T FENCE AND IS WEST OF IT. ABOUT
 EN0437'33.2 FEET WEST OF CENTER LINE OF ROAD, 8.7 FEET NORTH OF FENCE LINE
 EN0437'RUNNING WEST, AND 3.2 FEET WEST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0446 ***********************************************************************
 EN0446  DESIGNATION -  B 567
 EN0446  PID         -  EN0446
 EN0446  STATE/COUNTY-  TX/RANDALL
 EN0446  USGS QUAD   -  OGG (1984)
 EN0446
 EN0446                         *CURRENT SURVEY CONTROL
 EN0446  ___________________________________________________________________
 EN0446* NAD 83(1986)-  34 46 43.     (N)    101 58 53.     (W)     SCALED    
 EN0446* NAVD 88     -      1134.450  (meters)    3721.94   (feet)  ADJUSTED  
 EN0446  ___________________________________________________________________
 EN0446  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 EN0446  DYNAMIC HT  -        1133.034 (meters)    3717.30  (feet)  COMP
 EN0446  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 EN0446
 EN0446  VERT ORDER  -  SECOND    CLASS 0
 EN0446
 EN0446.The horizontal coordinates were scaled from a topographic map and have
 EN0446.an estimated accuracy of +/- 6 seconds.
 EN0446
 EN0446.The orthometric height was determined by differential leveling
 EN0446.and adjusted by the National Geodetic Survey in June 1991..
 EN0446
 EN0446.The geoid height was determined by GEOID03.
 EN0446
 EN0446.The dynamic height is computed by dividing the NAVD 88
 EN0446.geopotential number by the normal gravity value computed on the
 EN0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0446.degrees latitude (g = 980.6199 gals.).
 EN0446
 EN0446.The modeled gravity was interpolated from observed gravity values.
 EN0446
 EN0446;                    North         East    Units  Estimated Accuracy
 EN0446;SPC TX N     - 1,086,490.      155,940.      MT  (+/- 180 meters Scaled)
 EN0446
 EN0446                          SUPERSEDED SURVEY CONTROL
 EN0446
 EN0446  NGVD 29 (??/??/92) 1133.951  (m)         3720.30   (f) ADJ UNCH    2 0
 EN0446
 EN0446.Superseded values are not recommended for survey control.
 EN0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0446.See file dsdata.txt to determine how the superseded data were derived.
 EN0446
 EN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD271525(NAD 83)
 EN0446_MARKER: DB = BENCH MARK DISK
 EN0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0446_STAMPING: B-567 1935
 EN0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0446+STABILITY: SURFACE MOTION
 EN0446
 EN0446  HISTORY     - Date     Condition        Report By
 EN0446  HISTORY     - 1935     MONUMENTED       CGS
 EN0446  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0446
 EN0446                          STATION DESCRIPTION
 EN0446
 EN0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0446'9.4 MI NW FROM HAPPY.
 EN0446'ALONG GRADED ROAD AND FENCE RIGHT OF WAY.  TO REACH BENCH MARK FROM
 EN0446'POST OFFICE GO 2.83 MILES THROUGH TOWN AND OUT STATE HIGHWAY NUMBER 9
 EN0446'IN A NORTHWEST DIRECTION, AND THEN 6.65 MILES WEST ALONG GRADED ROAD.
 EN0446'THE COUNTRY IN WHICH THE BENCH MARK IS SITUATED IS FLAT.  ABOUT 0.2
 EN0446'MILE WEST OF FARMHOUSE, WHICH IS WHITE AND ONE STORY HIGH, 31.2 FEET
 EN0446'SOUTH OF CENTER LINE OF ROAD, AND 2.3 FEET SOUTH OF RIGHT OF WAY
 EN0446'FENCE.
 EN0446
 EN0446                          STATION RECOVERY (1954)
 EN0446
 EN0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EN0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0534 ***********************************************************************
 EN0534  DESIGNATION -  B 568
 EN0534  PID         -  EN0534
 EN0534  STATE/COUNTY-  TX/RANDALL
 EN0534  USGS QUAD   -  CANYON SE (1984)
 EN0534
 EN0534                         *CURRENT SURVEY CONTROL
 EN0534  ___________________________________________________________________
 EN0534* NAD 83(1986)-  34 48 25.     (N)    101 48 41.     (W)     SCALED    
 EN0534* NAVD 88     -      1098.694  (meters)    3604.63   (feet)  ADJUSTED  
 EN0534  ___________________________________________________________________
 EN0534  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EN0534  DYNAMIC HT  -        1097.340 (meters)    3600.19  (feet)  COMP
 EN0534  MODELED GRAV-     979,364.8   (mgal)                       NAVD 88
 EN0534
 EN0534  VERT ORDER  -  SECOND    CLASS 0
 EN0534
 EN0534.The horizontal coordinates were scaled from a topographic map and have
 EN0534.an estimated accuracy of +/- 6 seconds.
 EN0534
 EN0534.The orthometric height was determined by differential leveling
 EN0534.and adjusted by the National Geodetic Survey in June 1991..
 EN0534
 EN0534.The geoid height was determined by GEOID03.
 EN0534
 EN0534.The dynamic height is computed by dividing the NAVD 88
 EN0534.geopotential number by the normal gravity value computed on the
 EN0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0534.degrees latitude (g = 980.6199 gals.).
 EN0534
 EN0534.The modeled gravity was interpolated from observed gravity values.
 EN0534
 EN0534;                    North         East    Units  Estimated Accuracy
 EN0534;SPC TX N     - 1,089,570.      171,510.      MT  (+/- 180 meters Scaled)
 EN0534
 EN0534                          SUPERSEDED SURVEY CONTROL
 EN0534
 EN0534  NGVD 29 (??/??/92) 1098.227  (m)         3603.10   (f) ADJ UNCH    2 0
 EN0534
 EN0534.Superseded values are not recommended for survey control.
 EN0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0534.See file dsdata.txt to determine how the superseded data were derived.
 EN0534
 EN0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD428552(NAD 83)
 EN0534_MARKER: DB = BENCH MARK DISK
 EN0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0534_STAMPING: B 568 1935
 EN0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0534+STABILITY: SURFACE MOTION
 EN0534
 EN0534  HISTORY     - Date     Condition        Report By
 EN0534  HISTORY     - 1935     MONUMENTED       CGS
 EN0534  HISTORY     - 1943     GOOD             NGS
 EN0534  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0534
 EN0534                          STATION DESCRIPTION
 EN0534
 EN0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0534'8.9 MI N FROM HAPPY.
 EN0534'IN RANDALL COUNTY, ABOUT 8.9 MILES NORTH OF HAPPY, SWISHER COUNTY.
 EN0534'THIS BENCH MARK CAN BE REACHED FROM THE POST OFFICE BY GOING 0.2 MILE
 EN0534'EAST ALONG A CITY STREET, THENCE 4.9 MILES NORTHWEST ALONG U.S.
 EN0534'HIGHWAY 87, AND THENCE 3.8 MILES EAST ALONG A GRADED ROAD.  IT IS AT A
 EN0534'ROAD INTERSECTION, 32.8 FEET WEST OF THE CENTERLINE OF THE
 EN0534'NORTH-AND-SOUTH ROAD, 28.5 FEET SOUTH OF THE CENTERLINE OF THE
 EN0534'EAST-AND-WEST ROAD, AND 3.3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE
 EN0534'CORNER.  A STANDARD DISK, STAMPED B 568 1935 AND SET IN THE TOP OF A
 EN0534'CONCRETE POST.
 EN0534
 EN0534                          STATION RECOVERY (1980)
 EN0534
 EN0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0238 ***********************************************************************
 EN0238  DESIGNATION -  B 569
 EN0238  PID         -  EN0238
 EN0238  STATE/COUNTY-  TX/ARMSTRONG
 EN0238  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0238
 EN0238                         *CURRENT SURVEY CONTROL
 EN0238  ___________________________________________________________________
 EN0238* NAD 83(1986)-  34 50 02.     (N)    101 26 48.     (W)     SCALED    
 EN0238* NAVD 88     -       777.012  (meters)    2549.25   (feet)  ADJUSTED  
 EN0238  ___________________________________________________________________
 EN0238  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EN0238  DYNAMIC HT  -         776.088 (meters)    2546.22  (feet)  COMP
 EN0238  MODELED GRAV-     979,421.2   (mgal)                       NAVD 88
 EN0238
 EN0238  VERT ORDER  -  SECOND    CLASS 0
 EN0238
 EN0238.The horizontal coordinates were scaled from a topographic map and have
 EN0238.an estimated accuracy of +/- 6 seconds.
 EN0238
 EN0238.The orthometric height was determined by differential leveling
 EN0238.and adjusted by the National Geodetic Survey in June 1991..
 EN0238
 EN0238.The geoid height was determined by GEOID03.
 EN0238
 EN0238.The dynamic height is computed by dividing the NAVD 88
 EN0238.geopotential number by the normal gravity value computed on the
 EN0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0238.degrees latitude (g = 980.6199 gals.).
 EN0238
 EN0238.The modeled gravity was interpolated from observed gravity values.
 EN0238
 EN0238;                    North         East    Units  Estimated Accuracy
 EN0238;SPC TX N     - 1,092,510.      204,880.      MT  (+/- 180 meters Scaled)
 EN0238
 EN0238                          SUPERSEDED SURVEY CONTROL
 EN0238
 EN0238  NGVD 29 (??/??/92)  776.578  (m)         2547.82   (f) ADJ UNCH    2 0
 EN0238
 EN0238.Superseded values are not recommended for survey control.
 EN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0238.See file dsdata.txt to determine how the superseded data were derived.
 EN0238
 EN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD762573(NAD 83)
 EN0238_MARKER: DB = BENCH MARK DISK
 EN0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0238_STAMPING: B 569 1935
 EN0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0238+STABILITY: SURFACE MOTION
 EN0238
 EN0238  HISTORY     - Date     Condition        Report By
 EN0238  HISTORY     - 1935     MONUMENTED       CGS
 EN0238  HISTORY     - 1943     GOOD             NGS
 EN0238
 EN0238                          STATION DESCRIPTION
 EN0238
 EN0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0238'6.1 MI NE FROM WAYSIDE.
 EN0238'3.2 MILES EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT WAYSIDE,
 EN0238'ARMSTRONG COUNTY, THENCE 2.9 MILES NORTHEAST ALONG THE CANYON ROAD.
 EN0238'ABOUT 300 FEET NORTHEAST OF THE STONE FOUNDATION OF TIPTON HOME, 88
 EN0238'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 50 FEET EAST OF THE EAST
 EN0238'BANK OF A DRY CREEK.  A STANDARD DISK, STAMPED B 569 1935 AND SET IN
 EN0238'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0242 ***********************************************************************
 BL0242  DESIGNATION -  B 57
 BL0242  PID         -  BL0242
 BL0242  STATE/COUNTY-  TX/JEFFERSON
 BL0242  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0242
 BL0242                         *CURRENT SURVEY CONTROL
 BL0242  ___________________________________________________________________
 BL0242* NAD 83(1986)-  30 04 58.     (N)    094 06 08.     (W)     SCALED    
 BL0242* NAVD 88     -         7.69   (+/-2cm)      25.2    (feet)  VERTCON   
 BL0242  ___________________________________________________________________
 BL0242  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0242
 BL0242  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0242
 BL0242.The horizontal coordinates were scaled from a topographic map and have
 BL0242.an estimated accuracy of +/- 6 seconds.
 BL0242
 BL0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0242.The vertical order pertains to the NGVD 29 superseded value.
 BL0242
 BL0242.The geoid height was determined by GEOID03.
 BL0242
 BL0242;                    North         East    Units  Estimated Accuracy
 BL0242;SPC TXSC     - 4,259,190.    1,072,010.      MT  (+/- 180 meters Scaled)
 BL0242
 BL0242                          SUPERSEDED SURVEY CONTROL
 BL0242
 BL0242  NGVD 29 (??/??/92)    7.688  (m)           25.22   (f) ADJ UNCH    1 2
 BL0242
 BL0242.Superseded values are not recommended for survey control.
 BL0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0242.See file dsdata.txt to determine how the superseded data were derived.
 BL0242
 BL0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP937284(NAD 83)
 BL0242_MARKER: DB = BENCH MARK DISK
 BL0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0242_SP_SET: WALL
 BL0242_STAMPING: B 57 1918 ELEV. 25.545 FT.
 BL0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0242
 BL0242  HISTORY     - Date     Condition        Report By
 BL0242  HISTORY     - 1918     MONUMENTED       CGS
 BL0242  HISTORY     - 1958     GOOD             NGS
 BL0242  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0242  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BL0242  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0242
 BL0242                          STATION DESCRIPTION
 BL0242
 BL0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BL0242'IN BEAUMONT.
 BL0242'AT THE TEXAS AND NEW ORLEANS RAILROAD STATION AT BEAUMONT, SET
 BL0242'VERTICALLY IN THE SOUTH WALL OF THE STATION AND UNDER THE TICKET
 BL0242'WINDOW, 31 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 30 FEET
 BL0242'WEST OF THE CENTER LINE OF THE DOOR LEADING TO THE WAITING ROOM.
 BL0242
 BL0242                          STATION RECOVERY (1972)
 BL0242
 BL0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0242'MARK NOT FOUND.
 BL0242
 BL0242                          STATION RECOVERY (1985)
 BL0242
 BL0242'RECOVERY NOTE BY US POWER SQUADRON 1985
 BL0242'MARK NOT FOUND.
 BL0242
 BL0242                          STATION RECOVERY (1988)
 BL0242
 BL0242'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0298 ***********************************************************************
 AM0298  DESIGNATION -  B 571
 AM0298  PID         -  AM0298
 AM0298  STATE/COUNTY-  TX/MATAGORDA
 AM0298  USGS QUAD   -  BAY CITY (1972)
 AM0298
 AM0298                         *CURRENT SURVEY CONTROL
 AM0298  ___________________________________________________________________
 AM0298* NAD 83(1986)-  28 58 55.     (N)    095 56 09.     (W)     SCALED    
 AM0298* NAVD 88     -        15.43   (+/-2cm)      50.6    (feet)  VERTCON   
 AM0298  ___________________________________________________________________
 AM0298  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AM0298
 AM0298  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0298
 AM0298.The horizontal coordinates were scaled from a topographic map and have
 AM0298.an estimated accuracy of +/- 6 seconds.
 AM0298
 AM0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0298.The vertical order pertains to the NGVD 29 superseded value.
 AM0298
 AM0298.The geoid height was determined by GEOID03.
 AM0298
 AM0298;                    North         East    Units  Estimated Accuracy
 AM0298;SPC TXSC     - 4,131,210.      898,550.      MT  (+/- 180 meters Scaled)
 AM0298
 AM0298                          SUPERSEDED SURVEY CONTROL
 AM0298
 AM0298  NGVD 29 (??/??/92)   15.457  (m)           50.71   (f) ADJ UNCH    1 2
 AM0298
 AM0298.Superseded values are not recommended for survey control.
 AM0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0298.See file dsdata.txt to determine how the superseded data were derived.
 AM0298
 AM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN139095(NAD 83)
 AM0298_MARKER: DD = SURVEY DISK
 AM0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0298_STAMPING: C 580 1941
 AM0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0298
 AM0298  HISTORY     - Date     Condition        Report By
 AM0298  HISTORY     - 1941     MONUMENTED       CGS
 AM0298  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0298
 AM0298                          STATION DESCRIPTION
 AM0298
 AM0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0298'0.7 MI W FROM BAY CITY.
 AM0298'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT BAY
 AM0298'CITY, MATAGORDA COUNTY, AT A CONCRETE BRIDGE OVER A DRAINAGE DITCH, IN
 AM0298'THE TOP OF THE WEST ABUTMENT, 7 FEET SOUTH OF THE NORTH END, 16 FEET
 AM0298'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN
 AM0298'THE HIGHWAY.  A TEXAS RECLAMATION DEPARTMENT STANDARD DISK, STAMPED C
 AM0298'580 1941.
 AM0298
 AM0298                          STATION RECOVERY (1996)
 AM0298
 AM0298'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0363 ***********************************************************************
 AM0363  DESIGNATION -  B 572
 AM0363  PID         -  AM0363
 AM0363  STATE/COUNTY-  TX/MATAGORDA
 AM0363  USGS QUAD   -  SARGENT (1972)
 AM0363
 AM0363                         *CURRENT SURVEY CONTROL
 AM0363  ___________________________________________________________________
 AM0363* NAD 83(1993)-  28 49 39.88020(N)    095 39 25.88536(W)     ADJUSTED  
 AM0363* NAVD 88     -         2.13   (+/-2cm)       7.0    (feet)  VERTCON   
 AM0363  ___________________________________________________________________
 AM0363  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AM0363  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AM0363
 AM0363  HORZ ORDER  -  SECOND
 AM0363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0363
 AM0363.The horizontal coordinates were established by classical geodetic methods
 AM0363.and adjusted by the National Geodetic Survey in February 1996..
 AM0363
 AM0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0363.The vertical order pertains to the NGVD 29 superseded value.
 AM0363
 AM0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0363
 AM0363.The geoid height was determined by GEOID03.
 AM0363
 AM0363;                    North         East     Units Scale Factor Converg.
 AM0363;SPC TXSC     - 4,114,870.459   926,181.926   MT  0.99990214   +1 38 15.7
 AM0363;SPC TXSC     -13,500,204.16  3,038,648.54   sFT  0.99990214   +1 38 15.7
 AM0363;UTM  15      - 3,191,801.839   240,711.830   MT  1.00042975   -1 16 55.0
 AM0363
 AM0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0363!SPC TXSC     -   1.00000383  x   0.99990214  =   0.99990596
 AM0363!UTM  15      -   1.00000383  x   1.00042975  =   1.00043358
 AM0363
 AM0363                          SUPERSEDED SURVEY CONTROL
 AM0363
 AM0363  NAD 83(1986)-  28 49 39.88885(N)    095 39 25.86602(W) AD(       ) 2
 AM0363  NAD 27      -  28 49 38.96368(N)    095 39 25.03965(W) AD(       ) 2
 AM0363  NGVD 29 (??/??/92)    2.172  (m)            7.13   (f) ADJ UNCH    2 0
 AM0363
 AM0363.Superseded values are not recommended for survey control.
 AM0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0363.See file dsdata.txt to determine how the superseded data were derived.
 AM0363
 AM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM4071291802(NAD 83)
 AM0363_MARKER: DB = BENCH MARK DISK
 AM0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0363_STAMPING: B 572 1941
 AM0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0363+STABILITY: SURFACE MOTION
 AM0363
 AM0363  HISTORY     - Date     Condition        Report By
 AM0363  HISTORY     - 1941     MONUMENTED       CGS
 AM0363  HISTORY     - 1977     GOOD             NGS
 AM0363  HISTORY     - 1978     GOOD             NGS
 AM0363  HISTORY     - 1991     GOOD             USPSQD
 AM0363  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0363
 AM0363                          STATION DESCRIPTION
 AM0363
 AM0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0363'0.75 MI SE FROM SARGENT.
 AM0363'0.75 MILE SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AM0363'SARGENT, MATAGORDA COUNTY, 0.5 MILE NORTHWEST OF A CATTLE GUARD ACROSS
 AM0363'THE ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST ALONG THE
 AM0363'BANK OF A DRAINAGE DITCH, 53 FEET EAST OF THE CENTERLINE OF THE SHELL
 AM0363'ROAD, 175 FEET WEST OF A SMALL TENANT HOUSE, 61 FEET EAST OF A WOODEN
 AM0363'BRIDGE OVER THE DITCH, 31 FEET SOUTH OF THE EDGE OF THE DITCH, 3 FEET
 AM0363'SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE JUNCTION. A
 AM0363'STANDARD DISK, STAMPED B 572 1941 AND SET IN THE TOP OF A CONCRETE
 AM0363'POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AM0363
 AM0363                          STATION RECOVERY (1977)
 AM0363
 AM0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0363'RECOVERED IN GOOD CONDITION.
 AM0363
 AM0363                          STATION RECOVERY (1978)
 AM0363
 AM0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0363'THE STATION IS LOCATED ABOUT 22 MILES WEST-SOUTHWEST OF
 AM0363'FREEPORT, 14-1/2 MILES SOUTH OF SWEENY, 1-1/2 MILES
 AM0363'NORTH-NORTHWEST OF THE SARGENT POST OFFICE, 3/4 MILE
 AM0363'SOUTH-SOUTHEAST OF THE TOWN OF SARGENT, AND ON HIGHWAY
 AM0363'RIGHT-OF-WAY.
 AM0363'
 AM0363'TO REACH FROM THE SHAMROCK SERVICE STATION AND SARGENT POST
 AM0363'OFFICE WHICH IS ABOUT 2 MILES SOUTH-SOUTHEAST OF THE TOWN OF
 AM0363'SARGENT, GO NORTH-NORTHWEST ON FARM ROAD 457 FOR 1.5 MILES TO
 AM0363'THE MARK ON THE RIGHT.
 AM0363'
 AM0363'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY BENCH MARK
 AM0363'DISK STAMPED---B 572 1941---,
 AM0363'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0363'SIDE FLUSH WITH THE GROUND.  IT IS
 AM0363'30 FEET NORTHEAST OF THE APPROXIMATE CENTER OF FARM ROAD 457.
 AM0363'
 AM0363'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.  THIS
 AM0363'STATION USED AS A ELEVATION TIE TO STATION PIERCE 1931.
 AM0363
 AM0363                          STATION RECOVERY (1991)
 AM0363
 AM0363'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0363'RECOVERED IN GOOD CONDITION.
 AM0363
 AM0363                          STATION RECOVERY (2003)
 AM0363
 AM0363'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0393 ***********************************************************************
 AM0393  DESIGNATION -  B 573
 AM0393  PID         -  AM0393
 AM0393  STATE/COUNTY-  TX/MATAGORDA
 AM0393  USGS QUAD   -  BAY CITY NE (1972)
 AM0393
 AM0393                         *CURRENT SURVEY CONTROL
 AM0393  ___________________________________________________________________
 AM0393* NAD 83(1986)-  28 54 39.     (N)    095 46 23.     (W)     SCALED    
 AM0393* NAVD 88     -         5.59   (+/-2cm)      18.3    (feet)  VERTCON   
 AM0393  ___________________________________________________________________
 AM0393  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AM0393
 AM0393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0393
 AM0393.The horizontal coordinates were scaled from a topographic map and have
 AM0393.an estimated accuracy of +/- 6 seconds.
 AM0393
 AM0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0393.The vertical order pertains to the NGVD 29 superseded value.
 AM0393
 AM0393.The geoid height was determined by GEOID03.
 AM0393
 AM0393;                    North         East    Units  Estimated Accuracy
 AM0393;SPC TXSC     - 4,123,760.      914,630.      MT  (+/- 180 meters Scaled)
 AM0393
 AM0393                          SUPERSEDED SURVEY CONTROL
 AM0393
 AM0393  NGVD 29 (??/??/92)    5.628  (m)           18.46   (f) ADJ UNCH    2 0
 AM0393
 AM0393.Superseded values are not recommended for survey control.
 AM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0393.See file dsdata.txt to determine how the superseded data were derived.
 AM0393
 AM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN296012(NAD 83)
 AM0393_MARKER: DB = BENCH MARK DISK
 AM0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0393_STAMPING: B 573 1941
 AM0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0393+STABILITY: SURFACE MOTION
 AM0393
 AM0393  HISTORY     - Date     Condition        Report By
 AM0393  HISTORY     - 1941     MONUMENTED       CGS
 AM0393  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0393
 AM0393                          STATION DESCRIPTION
 AM0393
 AM0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0393'0.4 MI SE FROM CEDAR LANE.
 AM0393'0.4 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0393'OFFICE AT CEDAR LANE, THENCE 3.9 MILES SOUTHWEST ALONG THE WADSWORTH
 AM0393'ROAD.  0.5 MILE SOUTHEAST OF A CURVE IN THE ROAD, 0.2 MILE NORTHWEST
 AM0393'OF THE CROSSING OF A TELEPHONE LINE AND A GASLINE, AT BEREAN CHURCH,
 AM0393'AT THE SOUTH END OF A JOB IN THE ROAD, AT THE JUNCTION OF A LANE
 AM0393'LEADING NORTHEAST, 46 FEET EAST OF THE CENTERLINE OF THE LANE, 6.8
 AM0393'FEET EAST OF A FENCE CORNER, 1.5 FEET NORTH OF THE FENCE, 2.4 FEET
 AM0393'EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A
 AM0393'STANDARD DISK, STAMPED B 573 1941 AND SET IN THE TOP OF A CONCRETE
 AM0393'POST PROJECTING 0.8 FOOT ABOVE GROUND.
 AM0393
 AM0393                          STATION RECOVERY (1996)
 AM0393
 AM0393'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0549 ***********************************************************************
 AX0549  DESIGNATION -  B 574
 AX0549  PID         -  AX0549
 AX0549  STATE/COUNTY-  TX/WHARTON
 AX0549  USGS QUAD   -  DANEVANG (1951)
 AX0549
 AX0549                         *CURRENT SURVEY CONTROL
 AX0549  ___________________________________________________________________
 AX0549* NAD 83(1986)-  29 06 04.     (N)    096 12 03.     (W)     SCALED    
 AX0549* NAVD 88     -        24.99   (+/-2cm)      82.0    (feet)  VERTCON   
 AX0549  ___________________________________________________________________
 AX0549  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0549
 AX0549  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0549
 AX0549.The horizontal coordinates were scaled from a topographic map and have
 AX0549.an estimated accuracy of +/- 6 seconds.
 AX0549
 AX0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0549.The vertical order pertains to the NGVD 29 superseded value.
 AX0549
 AX0549.The geoid height was determined by GEOID03.
 AX0549
 AX0549;                    North         East    Units  Estimated Accuracy
 AX0549;SPC TXSC     - 4,143,760.      872,420.      MT  (+/- 180 meters Scaled)
 AX0549
 AX0549                          SUPERSEDED SURVEY CONTROL
 AX0549
 AX0549  NGVD 29 (??/??/92)   25.008  (m)           82.05   (f) ADJ UNCH    2 0
 AX0549
 AX0549.Superseded values are not recommended for survey control.
 AX0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0549.See file dsdata.txt to determine how the superseded data were derived.
 AX0549
 AX0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT724224(NAD 83)
 AX0549_MARKER: DB = BENCH MARK DISK
 AX0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0549_STAMPING: B 574 1941
 AX0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0549+STABILITY: SURFACE MOTION
 AX0549
 AX0549  HISTORY     - Date     Condition        Report By
 AX0549  HISTORY     - 1941     MONUMENTED       CGS
 AX0549
 AX0549                          STATION DESCRIPTION
 AX0549
 AX0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0549'9.1 MI SE FROM EL CAMPO.
 AX0549'TO REACH THE BENCH MARK FROM THE EL CAMPO FIRE STATION-- GO SOUTHEAST
 AX0549'7.1 MILES ALONG STATE HIGHWAY 71 TO THE INTERSECTION OF GRADED ROAD
 AX0549'RUNNING EAST, THENCE EAST (LEFT) ON THE GRADED ROAD 2.0 MILES TO A
 AX0549'FARM HOUSE AND THE SITE OF THE MARK.  BENCH MARK IS ABOUT 125.0 FEET
 AX0549'SOUTHWEST OF AND ACROSS THE ROAD FROM FARM HOUSE, 31.0 FEET SOUTH OF
 AX0549'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET
 AX0549'EAST OF A FENCE CORNER POST, AND 3.0 FEET WEST OF 4X4 WOODEN MARKER
 AX0549'POST.  MONUMENT PROJECTS ABOUT 0.5 FOOT.  A STANDARD DISK SET IN TOP
 AX0549'OF A CONCRETE POST STAMPED, B 574 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0532 ***********************************************************************
 AX0532  DESIGNATION -  B 575
 AX0532  PID         -  AX0532
 AX0532  STATE/COUNTY-  TX/WHARTON
 AX0532  USGS QUAD   -  EL CAMPO (1981)
 AX0532
 AX0532                         *CURRENT SURVEY CONTROL
 AX0532  ___________________________________________________________________
 AX0532* NAD 83(1986)-  29 10 34.     (N)    096 15 38.     (W)     SCALED    
 AX0532* NAVD 88     -        30.61   (+/-2cm)     100.4    (feet)  VERTCON   
 AX0532  ___________________________________________________________________
 AX0532  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0532
 AX0532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0532
 AX0532.The horizontal coordinates were scaled from a topographic map and have
 AX0532.an estimated accuracy of +/- 6 seconds.
 AX0532
 AX0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0532.The vertical order pertains to the NGVD 29 superseded value.
 AX0532
 AX0532.The geoid height was determined by GEOID03.
 AX0532
 AX0532;                    North         East    Units  Estimated Accuracy
 AX0532;SPC TXSC     - 4,151,940.      866,420.      MT  (+/- 180 meters Scaled)
 AX0532
 AX0532                          SUPERSEDED SURVEY CONTROL
 AX0532
 AX0532  NGVD 29 (??/??/92)   30.618  (m)          100.45   (f) ADJ UNCH    2 0
 AX0532
 AX0532.Superseded values are not recommended for survey control.
 AX0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0532.See file dsdata.txt to determine how the superseded data were derived.
 AX0532
 AX0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT664306(NAD 83)
 AX0532_MARKER: DB = BENCH MARK DISK
 AX0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0532_SP_SET: CULVERT
 AX0532_STAMPING: B 575 1941
 AX0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0532
 AX0532  HISTORY     - Date     Condition        Report By
 AX0532  HISTORY     - 1941     MONUMENTED       CGS
 AX0532  HISTORY     - 1943     GOOD             NGS
 AX0532  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 AX0532
 AX0532                          STATION DESCRIPTION
 AX0532
 AX0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0532'1.5 MI SE FROM EL CAMPO.
 AX0532'TO REACH FROM THE FIRE STATION AT EL CAMPO-- PROCEED 1.5 MILES
 AX0532'SOUTHEASTERLY ALONG STATE HIGHWAY NO. 71 TO SITE OF BENCH MARK. BENCH
 AX0532'MARK IS ABOUT 78.0 FEET SOUTH OF A PRIVATE ROAD INTERSECTION LEADING
 AX0532'EAST INTO A FIELD, AND 16.0 FEET EAST OF AND ABOUT THE SAME ELEVATION
 AX0532'AS THE CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE NORTH END
 AX0532'OF THE EAST HEADWALL OF A CONCRETE CULVERT.  A DISK SET IN A DRILL
 AX0532'HOLE.
 AX0532
 AX0532                          STATION RECOVERY (2005)
 AX0532
 AX0532'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AX0532'CONCRETE CULVERT HAS BEEN RECENTLY REPLACED WITH A NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0320 ***********************************************************************
 AN0320  DESIGNATION -  B 577
 AN0320  PID         -  AN0320
 AN0320  STATE/COUNTY-  TX/MATAGORDA
 AN0320  USGS QUAD   -  MIDFIELD (1995)
 AN0320
 AN0320                         *CURRENT SURVEY CONTROL
 AN0320  ___________________________________________________________________
 AN0320* NAD 83(1986)-  28 59 43.     (N)    096 10 43.     (W)     SCALED    
 AN0320* NAVD 88     -        18.08   (+/-2cm)      59.3    (feet)  VERTCON   
 AN0320  ___________________________________________________________________
 AN0320  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN0320
 AN0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0320
 AN0320.The horizontal coordinates were scaled from a topographic map and have
 AN0320.an estimated accuracy of +/- 6 seconds.
 AN0320
 AN0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0320.The vertical order pertains to the NGVD 29 superseded value.
 AN0320
 AN0320.The geoid height was determined by GEOID03.
 AN0320
 AN0320;                    North         East    Units  Estimated Accuracy
 AN0320;SPC TXSC     - 4,132,090.      874,870.      MT  (+/- 180 meters Scaled)
 AN0320
 AN0320                          SUPERSEDED SURVEY CONTROL
 AN0320
 AN0320  NGVD 29 (??/??/92)   18.106  (m)           59.40   (f) ADJ UNCH    2 0
 AN0320
 AN0320.Superseded values are not recommended for survey control.
 AN0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0320.See file dsdata.txt to determine how the superseded data were derived.
 AN0320
 AN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT748107(NAD 83)
 AN0320_MARKER: DB = BENCH MARK DISK
 AN0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0320_SP_SET: CULVERT
 AN0320_STAMPING: B 577 1941
 AN0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0320+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AN0320
 AN0320  HISTORY     - Date     Condition        Report By
 AN0320  HISTORY     - 1941     MONUMENTED       CGS
 AN0320  HISTORY     - 1991     GOOD             USPSQD
 AN0320  HISTORY     - 19991015 GOOD             USPSQD
 AN0320  HISTORY     - 20060312 GOOD             USPSQD
 AN0320
 AN0320                          STATION DESCRIPTION
 AN0320
 AN0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0320'2.3 MI W FROM CLEMVILLE.
 AN0320'ABOUT 2.3 MILES WEST ALONG A PAVED ROAD FROM THE ROAD INTERSECTION AT
 AN0320'CLEMVILLE, MATAGORDA COUNTY, AT A LARGE CONCRETE CULVERT, IN THE TOP
 AN0320'OF THE WEST END OF THE NORTH HEAD WALL, 16 FEET NORTH OF THE CENTER
 AN0320'LINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD
 AN0320'DISK, STAMPED B 577 1941.
 AN0320
 AN0320                          STATION RECOVERY (1991)
 AN0320
 AN0320'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0320'RECOVERED IN GOOD CONDITION.
 AN0320
 AN0320                          STATION RECOVERY (1999)
 AN0320
 AN0320'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0320'RECOVERED IN GOOD CONDITION.
 AN0320
 AN0320                          STATION RECOVERY (2006)
 AN0320
 AN0320'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0320'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0110 ***********************************************************************
 AN0110  DESIGNATION -  B 578
 AN0110  PID         -  AN0110
 AN0110  STATE/COUNTY-  TX/JACKSON
 AN0110  USGS QUAD   -  FRANCITAS NE (1995)
 AN0110
 AN0110                         *CURRENT SURVEY CONTROL
 AN0110  ___________________________________________________________________
 AN0110* NAD 83(1986)-  28 58 52.     (N)    096 20 23.     (W)     SCALED    
 AN0110* NAVD 88     -        16.80   (+/-2cm)      55.1    (feet)  VERTCON   
 AN0110  ___________________________________________________________________
 AN0110  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0110
 AN0110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0110
 AN0110.The horizontal coordinates were scaled from a topographic map and have
 AN0110.an estimated accuracy of +/- 6 seconds.
 AN0110
 AN0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0110.The vertical order pertains to the NGVD 29 superseded value.
 AN0110
 AN0110.The geoid height was determined by GEOID03.
 AN0110
 AN0110;                    North         East    Units  Estimated Accuracy
 AN0110;SPC TXSC     - 4,130,150.      859,210.      MT  (+/- 180 meters Scaled)
 AN0110
 AN0110                          SUPERSEDED SURVEY CONTROL
 AN0110
 AN0110  NGVD 29 (??/??/92)   16.825  (m)           55.20   (f) ADJ UNCH    2 0
 AN0110
 AN0110.Superseded values are not recommended for survey control.
 AN0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0110.See file dsdata.txt to determine how the superseded data were derived.
 AN0110
 AN0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT592088(NAD 83)
 AN0110_MARKER: DB = BENCH MARK DISK
 AN0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0110_STAMPING: B 578 1941
 AN0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0110+STABILITY: SURFACE MOTION
 AN0110
 AN0110  HISTORY     - Date     Condition        Report By
 AN0110  HISTORY     - 1941     MONUMENTED       CGS
 AN0110
 AN0110                          STATION DESCRIPTION
 AN0110
 AN0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0110'11.1 MI SE FROM LOUISE.
 AN0110'IN JACKSON COUNTY, ABOUT 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM
 AN0110'THE TEXAS AND NEW ORLEANS RAILROAD STATION AT LOUISE, WHARTON COUNTY,
 AN0110'THENCE ABOUT 10.1 MILES SOUTHEAST ALONG THE ROAD TO FRANCITAS. AT A
 AN0110'ROAD INTERSECTION, ABOUT 50 FEET NORTHEAST OF THE CENTER OF THE
 AN0110'INTERSECTION, 28 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 18.5
 AN0110'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BRIDGE, 1 FOOT EAST
 AN0110'OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AN0110'POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED B 578
 AN0110'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT
 AN0110'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0575 ***********************************************************************
 AX0575  DESIGNATION -  B 579
 AX0575  PID         -  AX0575
 AX0575  STATE/COUNTY-  TX/WHARTON
 AX0575  USGS QUAD   -  LANE CITY (1980)
 AX0575
 AX0575                         *CURRENT SURVEY CONTROL
 AX0575  ___________________________________________________________________
 AX0575* NAD 83(1986)-  29 12 00.     (N)    096 03 20.     (W)     SCALED    
 AX0575* NAVD 88     -        25.94   (+/-2cm)      85.1    (feet)  VERTCON   
 AX0575  ___________________________________________________________________
 AX0575  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0575
 AX0575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0575
 AX0575.The horizontal coordinates were scaled from a topographic map and have
 AX0575.an estimated accuracy of +/- 6 seconds.
 AX0575
 AX0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0575.The vertical order pertains to the NGVD 29 superseded value.
 AX0575
 AX0575.The geoid height was determined by GEOID03.
 AX0575
 AX0575;                    North         East    Units  Estimated Accuracy
 AX0575;SPC TXSC     - 4,155,070.      886,280.      MT  (+/- 180 meters Scaled)
 AX0575
 AX0575                          SUPERSEDED SURVEY CONTROL
 AX0575
 AX0575  NGVD 29 (??/??/92)   25.952  (m)           85.14   (f) ADJ UNCH    2 0
 AX0575
 AX0575.Superseded values are not recommended for survey control.
 AX0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0575.See file dsdata.txt to determine how the superseded data were derived.
 AX0575
 AX0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT863337(NAD 83)
 AX0575_MARKER: DB = BENCH MARK DISK
 AX0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0575_SP_SET: BRIDGE
 AX0575_STAMPING: B 579 1941
 AX0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0575
 AX0575  HISTORY     - Date     Condition        Report By
 AX0575  HISTORY     - 1941     MONUMENTED       CGS
 AX0575  HISTORY     - 1947     GOOD             NGS
 AX0575
 AX0575                          STATION DESCRIPTION
 AX0575
 AX0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0575'2.0 MI SW FROM LANE CITY.
 AX0575'TO REACH THE BENCH MARK FROM THE INTERSECTION OF THE ROAD TO PUMPING
 AX0575'PLANT AND STATE HIGHWAY 60 AT LANE CITY-- GO 2.0 MILES ALONG THE ROAD
 AX0575'TO PUMPING PLANT IN A SOUTHWESTERLY DIRECTION TO BRIDGE OVER JARVIS
 AX0575'CREEK AND THE SITE OF THE MARK.  BENCH MARK IS IN THE TOP OF SOUTH
 AX0575'CONCRETE WINGWALL AT THE SOUTHWEST END OF CANAL FLUME OVER JARVIS
 AX0575'CREEK, 51.00 FEET NORTHWEST OF AND ABOUT 3.0 FEET ABOVE THE CENTERLINE
 AX0575'OF THE ROAD, 12.6 FEET SOUTHEAST OF THE CENTERLINE OF THE FLUME.
 AX0575'STAMPED B 579 1941.
 AX0575
 AX0575                          STATION RECOVERY (1947)
 AX0575
 AX0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 AX0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0450 ***********************************************************************
 AV0450  DESIGNATION -  B 58
 AV0450  PID         -  AV0450
 AV0450  STATE/COUNTY-  TX/JEFFERSON
 AV0450  USGS QUAD   -  TEXAS POINT (1993)
 AV0450
 AV0450                         *CURRENT SURVEY CONTROL
 AV0450  ___________________________________________________________________
 AV0450* NAD 83(1986)-  29 43 12.     (N)    093 52 20.     (W)     SCALED    
 AV0450* NAVD 88     -         1.51   (+/-2cm)       5.0    (feet)  VERTCON   
 AV0450  ___________________________________________________________________
 AV0450  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AV0450
 AV0450  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0450
 AV0450.The horizontal coordinates were scaled from a topographic map and have
 AV0450.an estimated accuracy of +/- 6 seconds.
 AV0450
 AV0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0450.The vertical order pertains to the NGVD 29 superseded value.
 AV0450
 AV0450.The geoid height was determined by GEOID03.
 AV0450
 AV0450;                    North         East    Units  Estimated Accuracy
 AV0450;SPC TXSC     - 4,219,970.    1,095,930.      MT  (+/- 180 meters Scaled)
 AV0450
 AV0450                          SUPERSEDED SURVEY CONTROL
 AV0450
 AV0450  NGVD 29 (??/??/??)    1.504  (m)            4.93   (f) ADJUSTED    1 2
 AV0450
 AV0450.Superseded values are not recommended for survey control.
 AV0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0450.See file dsdata.txt to determine how the superseded data were derived.
 AV0450
 AV0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN156880(NAD 83)
 AV0450_MARKER: DB = BENCH MARK DISK
 AV0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0450_STAMPING: B 58 1918 ELEV 5.499 FT.
 AV0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0450+STABILITY: SURFACE MOTION
 AV0450
 AV0450  HISTORY     - Date     Condition        Report By
 AV0450  HISTORY     - 1918     MONUMENTED       CGS
 AV0450  HISTORY     - 1958     GOOD             CGS
 AV0450  HISTORY     - 1984     GOOD             USPSQD
 AV0450  HISTORY     - 1987     GOOD             USPSQD
 AV0450  HISTORY     - 19880921 GOOD             USPSQD
 AV0450  HISTORY     - 1989     GOOD             USPSQD
 AV0450  HISTORY     - 1990     GOOD             USPSQD
 AV0450  HISTORY     - 19940719 GOOD             USPSQD
 AV0450  HISTORY     - 20010331 GOOD             NGS
 AV0450  HISTORY     - 20010331 GOOD             NGS
 AV0450  HISTORY     - 20050316 GOOD             USPSQD
 AV0450
 AV0450                          STATION DESCRIPTION
 AV0450
 AV0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0450'2.75 MI SE FROM SABINE PASS.
 AV0450'ABOUT 0.55 MILE NORTHEAST ALONG AN OILED ROAD FROM THE DICK DOWLING
 AV0450'MONUMENT AT SABINE PASS, THENCE ABOUT 1.95 MILES SOUTHEAST ALONG AN
 AV0450'OILED ROAD, THENCE ABOUT 0.25 MILE SOUTHWEST ALONG AN OILED ROAD, AT
 AV0450'THE SETTLEMENT OF SABINE, 54 FEET NORTHWEST OF THE CENTER LINE OF THE
 AV0450'ROAD, 40 FEET SOUTHWEST OF THE CENTER LINE OF A SHELL ROAD, 18 FEET
 AV0450'WEST OF POWER POLE 18151-65, 1 FOOT SOUTHEAST OF A METAL WITNESS POST,
 AV0450'AND IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 AV0450
 AV0450                          STATION RECOVERY (1984)
 AV0450
 AV0450'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0450'ABOUT 1.59 MILES AND 0.25 MILES SUBSTIITUE THE FOLLOWING: AT THE
 AV0450'CORNER OF QUINN AND SOUTH 4TH STREETS IN THE FORMER SETTLEMENT OF
 AV0450'SABINE, NOW PORT ARTHUR TX, 54 FEET NORTHWEST OF THE CENTERLINE OF
 AV0450'QUINN STREET, 40 FEET SOUTHWEST OF THE CENTERLINE OF SOUTH 4TH
 AV0450'STREET. ETC.
 AV0450
 AV0450                          STATION RECOVERY (1987)
 AV0450
 AV0450'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0450'RECOVERED IN GOOD CONDITION.
 AV0450
 AV0450                          STATION RECOVERY (1988)
 AV0450
 AV0450'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AV0450'RECOVERED IN GOOD CONDITION.
 AV0450
 AV0450                          STATION RECOVERY (1989)
 AV0450
 AV0450'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0450'RECOVERED IN GOOD CONDITION.
 AV0450
 AV0450                          STATION RECOVERY (1990)
 AV0450
 AV0450'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWB)
 AV0450'RECOVERED IN GOOD CONDITION.
 AV0450
 AV0450                          STATION RECOVERY (1994)
 AV0450
 AV0450'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0450'RECOVERED IN GOOD CONDITION.
 AV0450
 AV0450                          STATION RECOVERY (2001)
 AV0450
 AV0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0450'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0450
 AV0450                          STATION RECOVERY (2001)
 AV0450
 AV0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0450'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0450
 AV0450                          STATION RECOVERY (2005)
 AV0450
 AV0450'RECOVERY NOTE BY US POWER SQUADRON 2005
 AV0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0204 ***********************************************************************
 AM0204  DESIGNATION -  B 580
 AM0204  PID         -  AM0204
 AM0204  STATE/COUNTY-  TX/MATAGORDA
 AM0204  USGS QUAD   -  BAY CITY (1972)
 AM0204
 AM0204                         *CURRENT SURVEY CONTROL
 AM0204  ___________________________________________________________________
 AM0204* NAD 83(1986)-  28 59 01.     (N)    095 59 45.     (W)     SCALED    
 AM0204* NAVD 88     -        17.63   (+/-2cm)      57.8    (feet)  VERTCON   
 AM0204  ___________________________________________________________________
 AM0204  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AM0204
 AM0204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0204
 AM0204.The horizontal coordinates were scaled from a topographic map and have
 AM0204.an estimated accuracy of +/- 6 seconds.
 AM0204
 AM0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0204.The vertical order pertains to the NGVD 29 superseded value.
 AM0204
 AM0204.The geoid height was determined by GEOID03.
 AM0204
 AM0204;                    North         East    Units  Estimated Accuracy
 AM0204;SPC TXSC     - 4,131,240.      892,700.      MT  (+/- 180 meters Scaled)
 AM0204
 AM0204                          SUPERSEDED SURVEY CONTROL
 AM0204
 AM0204  NGVD 29 (??/??/92)   17.656  (m)           57.93   (f) ADJ UNCH    2 0
 AM0204
 AM0204.Superseded values are not recommended for survey control.
 AM0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0204.See file dsdata.txt to determine how the superseded data were derived.
 AM0204
 AM0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN080098(NAD 83)
 AM0204_MARKER: DB = BENCH MARK DISK
 AM0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0204_SP_SET: BRIDGE
 AM0204_STAMPING: B 580 1941
 AM0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0204
 AM0204  HISTORY     - Date     Condition        Report By
 AM0204  HISTORY     - 1941     MONUMENTED       CGS
 AM0204  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AM0204  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AM0204
 AM0204                          STATION DESCRIPTION
 AM0204
 AM0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0204'1.5 MI W FROM BAY CITY.
 AM0204'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 AM0204'BAY CITY, MATAGORDA COUNTY, ABOUT 100 FEET EAST OF THE EAST END OF THE
 AM0204'BRIDGE OVER COLORADO RIVER, AT A CONCRETE BRIDGE OVER A CANAL, IN THE
 AM0204'TOP OF THE NORTH END OF THE WEST ABUTMENT, 14 FEET NORTH OF THE CENTER
 AM0204'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 AM0204'DISK, STAMPED B 580 1941.
 AM0204
 AM0204                          STATION RECOVERY (1999)
 AM0204
 AM0204'RECOVERY NOTE BY US POWER SQUADRON 1999
 AM0204'MARK NOT FOUND.
 AM0204
 AM0204                          STATION RECOVERY (2004)
 AM0204
 AM0204'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0242 ***********************************************************************
 AN0242  DESIGNATION -  B 581
 AN0242  PID         -  AN0242
 AN0242  STATE/COUNTY-  TX/MATAGORDA
 AN0242  USGS QUAD   -  BLESSING SE (1995)
 AN0242
 AN0242                         *CURRENT SURVEY CONTROL
 AN0242  ___________________________________________________________________
 AN0242* NAD 83(1986)-  28 52 17.     (N)    096 03 43.     (W)     SCALED    
 AN0242* NAVD 88     -        10.77   (+/-2cm)      35.3    (feet)  VERTCON   
 AN0242  ___________________________________________________________________
 AN0242  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN0242
 AN0242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0242
 AN0242.The horizontal coordinates were scaled from a topographic map and have
 AN0242.an estimated accuracy of +/- 6 seconds.
 AN0242
 AN0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0242.The vertical order pertains to the NGVD 29 superseded value.
 AN0242
 AN0242.The geoid height was determined by GEOID03.
 AN0242
 AN0242;                    North         East    Units  Estimated Accuracy
 AN0242;SPC TXSC     - 4,118,650.      886,580.      MT  (+/- 180 meters Scaled)
 AN0242
 AN0242                          SUPERSEDED SURVEY CONTROL
 AN0242
 AN0242  NGVD 29 (??/??/92)   10.809  (m)           35.46   (f) ADJ UNCH    2 0
 AN0242
 AN0242.Superseded values are not recommended for survey control.
 AN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0242.See file dsdata.txt to determine how the superseded data were derived.
 AN0242
 AN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS865972(NAD 83)
 AN0242_MARKER: DB = BENCH MARK DISK
 AN0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0242_STAMPING: B 581 1941
 AN0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0242+STABILITY: SURFACE MOTION
 AN0242
 AN0242  HISTORY     - Date     Condition        Report By
 AN0242  HISTORY     - 1941     MONUMENTED       CGS
 AN0242  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0242
 AN0242                          STATION DESCRIPTION
 AN0242
 AN0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0242'0.8 MI S FROM BUCKEYE.
 AN0242'0.8 MILE SOUTH ALONG A SHELL ROAD FROM THE ST. LOUIS, BROWNSVILLE AND
 AN0242'MEXICO RAILWAY STATION AT BUCKEYE, MATAGORDA COUNTY, THENCE 1.4 MILES
 AN0242'SOUTHWEST ALONG A DIRT ROAD.  0.3 MILE SOUTH OF A CURVE, 68 FEET SOUTH
 AN0242'OF A SMALL WOODEN CULVERT ON A SMALL DRAINAGE DITCH, 37.3 FEET EAST OF
 AN0242'THE CENTER LINE OF THE ROAD, 7.8 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 AN0242'3.3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1/2 FOOT
 AN0242'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED B 581 1941 AND SET IN
 AN0242'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 AN0242
 AN0242                          STATION RECOVERY (1991)
 AN0242
 AN0242'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0265 ***********************************************************************
 AN0265  DESIGNATION -  B 582 RESET 1960
 AN0265  PID         -  AN0265
 AN0265  STATE/COUNTY-  TX/MATAGORDA
 AN0265  USGS QUAD   -  BLESSING (1995)
 AN0265
 AN0265                         *CURRENT SURVEY CONTROL
 AN0265  ___________________________________________________________________
 AN0265* NAD 83(1986)-  28 47 21.     (N)    096 10 03.     (W)     SCALED    
 AN0265* NAVD 88     -         6.49   (+/-2cm)      21.3    (feet)  VERTCON   
 AN0265  ___________________________________________________________________
 AN0265  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0265
 AN0265  VERT ORDER  -  THIRD (See Below)
 AN0265
 AN0265.The horizontal coordinates were scaled from a topographic map and have
 AN0265.an estimated accuracy of +/- 6 seconds.
 AN0265
 AN0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0265.The vertical order pertains to the NGVD 29 superseded value.
 AN0265
 AN0265.The geoid height was determined by GEOID03.
 AN0265
 AN0265;                    North         East    Units  Estimated Accuracy
 AN0265;SPC TXSC     - 4,109,280.      876,500.      MT  (+/- 180 meters Scaled)
 AN0265
 AN0265                          SUPERSEDED SURVEY CONTROL
 AN0265
 AN0265  NGVD 29 (??/??/??)    6.55   (m)           21.5    (f) RESET       3  
 AN0265
 AN0265.Superseded values are not recommended for survey control.
 AN0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0265.See file dsdata.txt to determine how the superseded data were derived.
 AN0265
 AN0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS765879(NAD 83)
 AN0265_MARKER: DB = BENCH MARK DISK
 AN0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0265_STAMPING: B 582 RESET 1960
 AN0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0265+STABILITY: SURFACE MOTION
 AN0265
 AN0265  HISTORY     - Date     Condition        Report By
 AN0265  HISTORY     - 1960     MONUMENTED       CGS
 AN0265  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0265
 AN0265                          STATION DESCRIPTION
 AN0265
 AN0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AN0265'3.0 MI W FROM SIMPSONVILLE.
 AN0265'ABOUT 3.0 MILES WEST OF SIMPSONVILLE, LOCALLY KNOWN AS TIN TOP WHICH
 AN0265'IS AT THE INTERSECTION OF F.M. ROADS 520 AND 1095, ALONG THE NORTH
 AN0265'SIDE OF NO.521, IN THE RIGHT-OF-WAY FENCE LINE, 40 FEET WEST OF THE
 AN0265'CENTERLINE OF A CATTLE-GUARD AND A ROAD LEADING NORTH ABOUT 100 YARDS
 AN0265'TO AN OIL WELL.  A STANDARD DISK STAMPED B 582 RESET 1960 IN A
 AN0265'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
 AN0265
 AN0265                          STATION RECOVERY (1991)
 AN0265
 AN0265'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0298 ***********************************************************************
 AN0298  DESIGNATION -  B 583
 AN0298  PID         -  AN0298
 AN0298  STATE/COUNTY-  TX/MATAGORDA
 AN0298  USGS QUAD   -  PALACIOS NE (1995)
 AN0298
 AN0298                         *CURRENT SURVEY CONTROL
 AN0298  ___________________________________________________________________
 AN0298* NAD 83(1986)-  28 44 48.     (N)    096 02 25.     (W)     SCALED    
 AN0298* NAVD 88     -         4.82   (+/-2cm)      15.8    (feet)  VERTCON   
 AN0298  ___________________________________________________________________
 AN0298  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN0298
 AN0298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0298
 AN0298.The horizontal coordinates were scaled from a topographic map and have
 AN0298.an estimated accuracy of +/- 6 seconds.
 AN0298
 AN0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0298.The vertical order pertains to the NGVD 29 superseded value.
 AN0298
 AN0298.The geoid height was determined by GEOID03.
 AN0298
 AN0298;                    North         East    Units  Estimated Accuracy
 AN0298;SPC TXSC     - 4,104,880.      889,040.      MT  (+/- 180 meters Scaled)
 AN0298
 AN0298                          SUPERSEDED SURVEY CONTROL
 AN0298
 AN0298  NGVD 29 (??/??/92)    4.873  (m)           15.99   (f) ADJ UNCH    2 0
 AN0298
 AN0298.Superseded values are not recommended for survey control.
 AN0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0298.See file dsdata.txt to determine how the superseded data were derived.
 AN0298
 AN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS890835(NAD 83)
 AN0298_MARKER: DB = BENCH MARK DISK
 AN0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0298_STAMPING: B 583 1941
 AN0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0298+STABILITY: SURFACE MOTION
 AN0298
 AN0298  HISTORY     - Date     Condition        Report By
 AN0298  HISTORY     - 1941     MONUMENTED       CGS
 AN0298
 AN0298                          STATION DESCRIPTION
 AN0298
 AN0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0298'4.0 MI E FROM CITRUS GROVE.
 AN0298'4.0 MILES EAST ALONG A DIRT ROAD FROM CITRUS GROVE, MATAGORDA COUNTY,
 AN0298'37.2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A
 AN0298'FENCE LINE AT THE POINT WHERE THE ROAD CURVES TO THE SOUTH FROM THE
 AN0298'FENCE LINE FOR A SHORT DISTANCE, AND 3.5 FEET EAST OF A WHITE WOODEN
 AN0298'WITNESS POST.  A STANDARD DISK, STAMPED B 583 1941 AND SET IN THE TOP
 AN0298'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0160 ***********************************************************************
 AN0160  DESIGNATION -  B 584
 AN0160  PID         -  AN0160
 AN0160  STATE/COUNTY-  TX/MATAGORDA
 AN0160  USGS QUAD   -  PALACIOS (1995)
 AN0160
 AN0160                         *CURRENT SURVEY CONTROL
 AN0160  ___________________________________________________________________
 AN0160* NAD 83(1986)-  28 42 24.     (N)    096 14 36.     (W)     SCALED    
 AN0160* NAVD 88     -         3.71   (+/-2cm)      12.2    (feet)  VERTCON   
 AN0160  ___________________________________________________________________
 AN0160  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN0160
 AN0160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0160
 AN0160.The horizontal coordinates were scaled from a topographic map and have
 AN0160.an estimated accuracy of +/- 6 seconds.
 AN0160
 AN0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0160.The vertical order pertains to the NGVD 29 superseded value.
 AN0160
 AN0160.The geoid height was determined by GEOID03.
 AN0160
 AN0160;                    North         East    Units  Estimated Accuracy
 AN0160;SPC TXSC     - 4,099,970.      869,320.      MT  (+/- 180 meters Scaled)
 AN0160
 AN0160                          SUPERSEDED SURVEY CONTROL
 AN0160
 AN0160  NGVD 29 (??/??/92)    3.777  (m)           12.39   (f) ADJ UNCH    2 0
 AN0160
 AN0160.Superseded values are not recommended for survey control.
 AN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0160.See file dsdata.txt to determine how the superseded data were derived.
 AN0160
 AN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS693786(NAD 83)
 AN0160_MARKER: DB = BENCH MARK DISK
 AN0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0160_SP_SET: CULVERT
 AN0160_STAMPING: B 584 1941
 AN0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0160
 AN0160  HISTORY     - Date     Condition        Report By
 AN0160  HISTORY     - 1941     MONUMENTED       CGS
 AN0160
 AN0160                          STATION DESCRIPTION
 AN0160
 AN0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0160'1.7 MI W FROM PALACIOS.
 AN0160'1.7 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0160'RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, 67 FEET NORTH OF THE
 AN0160'CENTER LINE OF A RAILROAD SPUR TO CAMP HULEN, AT A 4- BY 4-FOOT
 AN0160'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE SOUTH
 AN0160'END OF THE WEST HEADWALL.  A STANDARD DISK, STAMPED B 584 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0207 ***********************************************************************
 AM0207  DESIGNATION -  B 585
 AM0207  PID         -  AM0207
 AM0207  STATE/COUNTY-  TX/MATAGORDA
 AM0207  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0207
 AM0207                         *CURRENT SURVEY CONTROL
 AM0207  ___________________________________________________________________
 AM0207* NAD 83(1986)-  28 48 33.     (N)    095 52 22.     (W)     SCALED    
 AM0207* NAVD 88     -         7.43   (+/-2cm)      24.4    (feet)  VERTCON   
 AM0207  ___________________________________________________________________
 AM0207  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0207
 AM0207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0207
 AM0207.The horizontal coordinates were scaled from a topographic map and have
 AM0207.an estimated accuracy of +/- 6 seconds.
 AM0207
 AM0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0207.The vertical order pertains to the NGVD 29 superseded value.
 AM0207
 AM0207.The geoid height was determined by GEOID03.
 AM0207
 AM0207;                    North         East    Units  Estimated Accuracy
 AM0207;SPC TXSC     - 4,112,230.      905,210.      MT  (+/- 180 meters Scaled)
 AM0207
 AM0207                          SUPERSEDED SURVEY CONTROL
 AM0207
 AM0207  NGVD 29 (??/??/92)    7.471  (m)           24.51   (f) ADJ UNCH    2 0
 AM0207
 AM0207.Superseded values are not recommended for survey control.
 AM0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0207.See file dsdata.txt to determine how the superseded data were derived.
 AM0207
 AM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM196902(NAD 83)
 AM0207_MARKER: DB = BENCH MARK DISK
 AM0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0207_STAMPING: B 585 1941
 AM0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0207+STABILITY: SURFACE MOTION
 AM0207
 AM0207  HISTORY     - Date     Condition        Report By
 AM0207  HISTORY     - 1941     MONUMENTED       CGS
 AM0207
 AM0207                          STATION DESCRIPTION
 AM0207
 AM0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0207'5.5 MI SE FROM WADSWORTH.
 AM0207'5.5 MILES SOUTHEAST OF WADSWORTH.  THIS BENCH MARK MAY BE REACHED FROM
 AM0207'THE GULF, COLORADO AND SANTA FE RAILWAY STATION BY GOING 2.85 MILES
 AM0207'EAST, 1.1 MILES SOUTH, 1.1 MILES SOUTHEAST ALONG SHELL ROADS, AND
 AM0207'THENCE 0.45 MILE EAST ALONG A COUNTY ROAD.  IT IS 0.2 MILE EAST OF A
 AM0207'SCHOOL BUILDING, 75 FEET SOUTH OF THE Y-JUNCTION OF A ROAD LEADING
 AM0207'NORTHEAST ACROSS A LEVEE AND A SHARP CURVE IN THE ROAD, 25 FEET WEST
 AM0207'OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 3 FEET WEST OF
 AM0207'A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 AM0207'DISK, STAMPED B 585 1941 AND SET IN THE TOP OF A CONCRETE POST
 AM0207'PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1199 ***********************************************************************
 AW1199  DESIGNATION -  B 586
 AW1199  PID         -  AW1199
 AW1199  STATE/COUNTY-  TX/BRAZORIA
 AW1199  USGS QUAD   -  SWEENY (1972)
 AW1199
 AW1199                         *CURRENT SURVEY CONTROL
 AW1199  ___________________________________________________________________
 AW1199* NAD 83(1986)-  29 01 17.     (N)    095 40 06.     (W)     SCALED    
 AW1199* NAVD 88     -         9.34   (+/-2cm)      30.6    (feet)  VERTCON   
 AW1199  ___________________________________________________________________
 AW1199  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW1199
 AW1199  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1199
 AW1199.The horizontal coordinates were scaled from a topographic map and have
 AW1199.an estimated accuracy of +/- 6 seconds.
 AW1199
 AW1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1199.The vertical order pertains to the NGVD 29 superseded value.
 AW1199
 AW1199.The geoid height was determined by GEOID03.
 AW1199
 AW1199;                    North         East    Units  Estimated Accuracy
 AW1199;SPC TXSC     - 4,136,290.      924,480.      MT  (+/- 180 meters Scaled)
 AW1199
 AW1199                          SUPERSEDED SURVEY CONTROL
 AW1199
 AW1199  NGVD 29 (??/??/92)    9.361  (m)           30.71   (f) ADJ UNCH    1 1
 AW1199
 AW1199.Superseded values are not recommended for survey control.
 AW1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1199.See file dsdata.txt to determine how the superseded data were derived.
 AW1199
 AW1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN401132(NAD 83)
 AW1199_MARKER: DB = BENCH MARK DISK
 AW1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1199_STAMPING: B 586 1941
 AW1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1199+STABILITY: SURFACE MOTION
 AW1199
 AW1199  HISTORY     - Date     Condition        Report By
 AW1199  HISTORY     - 1941     MONUMENTED       CGS
 AW1199  HISTORY     - 1943     GOOD             NGS
 AW1199  HISTORY     - 1978     GOOD             NGS
 AW1199  HISTORY     - 1988     GOOD             USPSQD
 AW1199
 AW1199                          STATION DESCRIPTION
 AW1199
 AW1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW1199'0.3 MI E FROM SWEENY.
 AW1199'0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AW1199'SWEENY, THENCE 1.9 MILES SOUTHEAST ALONG A SHELL ROAD.  MIDWAY BETWEEN
 AW1199'TWO HOUSES ON THE WEST SIDE OF THE ROAD, AT THE JUNCTION OF A ROAD
 AW1199'LEADING EAST TO A FARMHOUSE, 54 FEET NORTHEAST OF THE CENTER OF THE
 AW1199'JUNCTION, 40 FEET EAST OF THE CENTERLINE OF THE SHELL ROAD, 31 FEET
 AW1199'NORTH OF THE CENTER OF A CATTLE GUARD ACROSS THE ROAD LEADING EAST, 11
 AW1199'FEET NORTHWEST OF POWER-LINE POLE 95, 2.5 FEET EAST OF A T-FENCE
 AW1199'CORNER, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AW1199'SHELL ROAD.  A STANDARD DISK, STAMPED B 586 1941 AND SET IN THE TOP OF
 AW1199'A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 AW1199
 AW1199                          STATION RECOVERY (1978)
 AW1199
 AW1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1199'RECOVERED IN GOOD CONDITION.
 AW1199
 AW1199                          STATION RECOVERY (1988)
 AW1199
 AW1199'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWM)
 AW1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0253 ***********************************************************************
 AM0253  DESIGNATION -  B 587 RESET 1967
 AM0253  PID         -  AM0253
 AM0253  STATE/COUNTY-  TX/BRAZORIA
 AM0253  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0253
 AM0253                         *CURRENT SURVEY CONTROL
 AM0253  ___________________________________________________________________
 AM0253* NAD 83(1986)-  28 54 27.     (N)    095 32 16.     (W)     SCALED    
 AM0253* NAVD 88     -         1.18   (+/-2cm)       3.9    (feet)  VERTCON   
 AM0253  ___________________________________________________________________
 AM0253  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AM0253
 AM0253  VERT ORDER  -  THIRD (See Below)
 AM0253
 AM0253.The horizontal coordinates were scaled from a topographic map and have
 AM0253.an estimated accuracy of +/- 6 seconds.
 AM0253
 AM0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0253.The vertical order pertains to the NGVD 29 superseded value.
 AM0253
 AM0253.The geoid height was determined by GEOID03.
 AM0253
 AM0253;                    North         East    Units  Estimated Accuracy
 AM0253;SPC TXSC     - 4,124,040.      937,570.      MT  (+/- 180 meters Scaled)
 AM0253
 AM0253                          SUPERSEDED SURVEY CONTROL
 AM0253
 AM0253  NGVD 29 (??/??/??)    1.21   (m)            4.0    (f) RESET       3  
 AM0253
 AM0253.Superseded values are not recommended for survey control.
 AM0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0253.See file dsdata.txt to determine how the superseded data were derived.
 AM0253
 AM0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN525003(NAD 83)
 AM0253_MARKER: DB = BENCH MARK DISK
 AM0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0253_STAMPING: B 587 RESET 1967
 AM0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0253+STABILITY: SURFACE MOTION
 AM0253
 AM0253  HISTORY     - Date     Condition        Report By
 AM0253  HISTORY     - 1967     MONUMENTED       CGS
 AM0253
 AM0253                          STATION DESCRIPTION
 AM0253
 AM0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AM0253'14.6 MI E FROM SARGENT.
 AM0253'ABOUT 2.6 MILES NORTH ALONG F. M. HIGHWAY 457 FROM THE POST OFFICE IN
 AM0253'SARGENT, THENCE 8.8 MILES NORTHEAST ALONG F.M. HIGHWAY 2611, THENCE
 AM0253'3.2 MILES SOUTHEAST ALONG F.M. HIGHWAY 2918 TO SITE OF MARK, 60 FEET
 AM0253'SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 0.1 MILE NORTHWEST OF A
 AM0253'PRIVATE RANCH ROAD LEADING NORTHEAST, 12 FEET NORTH OF A POWER LINE
 AM0253'POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY
 AM0253'DEPARTMENT STATION 173 + 25.  A C. AND G. S. DISK SET IN A 12 X 12 IN.
 AM0253'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0307 ***********************************************************************
 AH0307  DESIGNATION -  B 588
 AH0307  PID         -  AH0307
 AH0307  STATE/COUNTY-  TX/SAN PATRICIO
 AH0307  USGS QUAD   -  ODEM (1975)
 AH0307
 AH0307                         *CURRENT SURVEY CONTROL
 AH0307  ___________________________________________________________________
 AH0307* NAD 83(1986)-  27 53 14.     (N)    097 30 07.     (W)     SCALED    
 AH0307* NAVD 88     -         1.50   (+/-2cm)       4.9    (feet)  VERTCON   
 AH0307  ___________________________________________________________________
 AH0307  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH0307
 AH0307  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0307
 AH0307.The horizontal coordinates were scaled from a topographic map and have
 AH0307.an estimated accuracy of +/- 6 seconds.
 AH0307
 AH0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0307.The vertical order pertains to the NGVD 29 superseded value.
 AH0307
 AH0307.The geoid height was determined by GEOID03.
 AH0307
 AH0307;                    North         East    Units  Estimated Accuracy
 AH0307;SPC TX S     - 5,246,420.      398,270.      MT  (+/- 180 meters Scaled)
 AH0307
 AH0307                          SUPERSEDED SURVEY CONTROL
 AH0307
 AH0307  NGVD 29 (??/??/92)    1.690  (m)            5.54   (f) ADJ UNCH    2 0
 AH0307
 AH0307.Superseded values are not recommended for survey control.
 AH0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0307.See file dsdata.txt to determine how the superseded data were derived.
 AH0307
 AH0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR474856(NAD 83)
 AH0307_MARKER: DB = BENCH MARK DISK
 AH0307_SETTING: 66 = SET IN ROCK OUTCROP
 AH0307_SP_SET: ROCK BLUFF
 AH0307_STAMPING: B-588 1942
 AH0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH0307+STABILITY: POSITION/ELEVATION WELL
 AH0307
 AH0307  HISTORY     - Date     Condition        Report By
 AH0307  HISTORY     - 1942     MONUMENTED       CGS
 AH0307  HISTORY     - 1949     GOOD             NGS
 AH0307  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0307
 AH0307                          STATION DESCRIPTION
 AH0307
 AH0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0307'8.8 MI SE FROM ODEM.
 AH0307'ABOUT 6 MILES SW FROM TAFT ALONG FARM ROAD 631, THENCE ABOUT 2.7 MILES
 AH0307'S ALONG A PAVED ROAD TO THE END OF PAVEMENT, THENCE ABOUT 1.7 MILES S
 AH0307'ALONG DIRT ROAD TO AN OLD OIL WELL AND TRAIL LEADING W, THENCE ABOUT
 AH0307'1.7 MILES NW ALONG TRAIL THROUGH MESQUITE AND AROUND BASE OF BLUFF.
 AH0307'ABOUT 1.0 MILE W OF WOODEN GATE ACROSS TRAIL, 73 FT. E OF A SMALL
 AH0307'RIDGE OF THE MOUTH OF AN ARROYO, 21 FT. N OF CENTERLINE OF TRAIL, AT
 AH0307'THE BASE OF A BLUFF WHERE A WASHED OUT COW TRAIL LEADS UP THE BLUFF,
 AH0307'AND 3 FT. W OF A WHITE WOODEN WITNESS POST.
 AH0307
 AH0307                          STATION RECOVERY (1969)
 AH0307
 AH0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0782 ***********************************************************************
 AH0782  DESIGNATION -  B 589
 AH0782  PID         -  AH0782
 AH0782  STATE/COUNTY-  TX/NUECES
 AH0782  USGS QUAD   -  ANNAVILLE (1975)
 AH0782
 AH0782                         *CURRENT SURVEY CONTROL
 AH0782  ___________________________________________________________________
 AH0782* NAD 83(1986)-  27 49 29.     (N)    097 31 11.     (W)     SCALED    
 AH0782* NAVD 88     -        15.73   (+/-2cm)      51.6    (feet)  VERTCON   
 AH0782  ___________________________________________________________________
 AH0782  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AH0782
 AH0782  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0782
 AH0782.The horizontal coordinates were scaled from a topographic map and have
 AH0782.an estimated accuracy of +/- 6 seconds.
 AH0782
 AH0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0782.The vertical order pertains to the NGVD 29 superseded value.
 AH0782
 AH0782.The geoid height was determined by GEOID03.
 AH0782
 AH0782;                    North         East    Units  Estimated Accuracy
 AH0782;SPC TX S     - 5,239,480.      396,580.      MT  (+/- 180 meters Scaled)
 AH0782
 AH0782                          SUPERSEDED SURVEY CONTROL
 AH0782
 AH0782  NGVD 29 (??/??/92)   15.90   (m)           52.2    (f) COMPUTED    1 2
 AH0782
 AH0782.Superseded values are not recommended for survey control.
 AH0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0782.See file dsdata.txt to determine how the superseded data were derived.
 AH0782
 AH0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR457786(NAD 83)
 AH0782_MARKER: DB = BENCH MARK DISK
 AH0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0782_STAMPING: B 589 1942
 AH0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0782+STABILITY: SURFACE MOTION
 AH0782
 AH0782  HISTORY     - Date     Condition        Report By
 AH0782  HISTORY     - 1942     MONUMENTED       CGS
 AH0782  HISTORY     - 1951     GOOD             NGS
 AH0782  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0782
 AH0782                          STATION DESCRIPTION
 AH0782
 AH0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0782'4.0 MI NE FROM CLARKWOOD.
 AH0782'TO REACH FROM THE CITY WATER TANK AT CLARKWOOD-- PROCEED 3.0 MILES
 AH0782'NORTH ALONG COUNTY ROAD TO INTERSECTION OF OLD HIGHWAY NO.9.  THENCE,
 AH0782'GO 1.0 MILE EASTERLY ALONG OLD HIGHWAY TO INTERSECTION OF SHELL ROAD
 AH0782'LEADING NORTHERLY AND THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AH0782'1.0 MILE SOUTH OF RAILROAD SIDING VIOLA, 54.0 FEET NORTHEAST OF THE
 AH0782'CENTER OF INTERSECTION OF ROADS, 26.0 FEET EAST OF AND ABOUT 1.0 FOOT
 AH0782'ABOVE THE CENTERLINE OF SHELL ROAD, 25.0 FEET NORTH OF FENCE CORNER
 AH0782'AND 18.0 FEET NORTH OF HIGH PRESSURE OIL LINE.  IT IS 18.0 FEET SOUTH
 AH0782'OF THE CENTER OF WOODEN GATE, 11.0 FEET EAST OF TELEPHONE LINE, 3.0
 AH0782'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.5 FEET WEST OF
 AH0782'FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AH0782
 AH0782                          STATION RECOVERY (1951)
 AH0782
 AH0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0782'RECOVERED IN GOOD CONDITION.
 AH0782
 AH0782                          STATION RECOVERY (2001)
 AH0782
 AH0782'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0783 ***********************************************************************
 AH0783  DESIGNATION -  B 589 RESET 1965
 AH0783  PID         -  AH0783
 AH0783  STATE/COUNTY-  TX/NUECES
 AH0783  USGS QUAD   -  ANNAVILLE (1975)
 AH0783
 AH0783                         *CURRENT SURVEY CONTROL
 AH0783  ___________________________________________________________________
 AH0783* NAD 83(1986)-  27 49 30.     (N)    097 31 11.     (W)     SCALED    
 AH0783* NAVD 88     -        51.71   (+/-2cm)     169.7    (feet)  VERTCON   
 AH0783  ___________________________________________________________________
 AH0783  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AH0783
 AH0783  VERT ORDER  -  ? (See Below)
 AH0783
 AH0783.The horizontal coordinates were scaled from a topographic map and have
 AH0783.an estimated accuracy of +/- 6 seconds.
 AH0783
 AH0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0783.The vertical order pertains to the NGVD 29 superseded value.
 AH0783
 AH0783.The geoid height was determined by GEOID03.
 AH0783
 AH0783;                    North         East    Units  Estimated Accuracy
 AH0783;SPC TX S     - 5,239,510.      396,580.      MT  (+/- 180 meters Scaled)
 AH0783
 AH0783                          SUPERSEDED SURVEY CONTROL
 AH0783
 AH0783  NGVD 29 (??/??/92)   51.889  (m)          170.24   (f) ADJ UNCH    ?  
 AH0783
 AH0783.Superseded values are not recommended for survey control.
 AH0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0783.See file dsdata.txt to determine how the superseded data were derived.
 AH0783
 AH0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR457786(NAD 83)
 AH0783_MARKER: DB = BENCH MARK DISK
 AH0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0783_STAMPING: B 589 RESET 1965
 AH0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0783+STABILITY: SURFACE MOTION
 AH0783
 AH0783  HISTORY     - Date     Condition        Report By
 AH0783  HISTORY     - 1965     MONUMENTED       LOCENG
 AH0783  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0783
 AH0783                          STATION DESCRIPTION
 AH0783
 AH0783'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 AH0783'4.0 MI NE FROM CLARKWOOD.
 AH0783'ABOUT 3.0 MILES NORTH ALONG A COUNTY ROAD FROM THE CITY WATER TANK AT
 AH0783'CLARKWOOD, THENCE 1.0 MILES EAST ALONG OLD ST. HIGHWAY NO.9, ABOUT 1
 AH0783'MILE SOUTH OF THE SAN ANTONIO UVALDE AND GULF RAILROAD SIDING AT
 AH0783'VIOLA, AT THE JUNCTION OF A PAVED ROAD LEADING NORTH TO VIOLA, 55 FEET
 AH0783'NORTHEAST OF THE CENTER OF THE INTERSECTION, 30 FEET EAST OF THE
 AH0783'CENTERLINE OF THE PAVED ROAD, 22 FEET NORTH OF A FENCE, 0.6 FEET WEST
 AH0783'OF THE FENCE, 16 FEET NORTH OF A HIGH PRESSURE OIL LINE, 46 FEET SOUTH
 AH0783'OF THE CENTER OF A FOUR STRAND BARB WIRE GATE, 10 FEET WEST OF WEST
 AH0783'LINE OF POWER POLES, AND ABOUT 1 FOOT HIGHER THAN THE PAVED ROAD AND
 AH0783'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0783'NOTE-- USE WITH CAUTION.
 AH0783
 AH0783                          STATION RECOVERY (2001)
 AH0783
 AH0783'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0767 ***********************************************************************
 AB0767  DESIGNATION -  B 59
 AB0767  PID         -  AB0767
 AB0767  STATE/COUNTY-  TX/CAMERON
 AB0767  USGS QUAD   -  HARLINGEN (1983)
 AB0767
 AB0767                         *CURRENT SURVEY CONTROL
 AB0767  ___________________________________________________________________
 AB0767* NAD 83(1986)-  26 10 53.     (N)    097 44 51.     (W)     SCALED    
 AB0767* NAVD 88     -        13.794  (meters)      45.26   (feet)  ADJUSTED  
 AB0767  ___________________________________________________________________
 AB0767  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AB0767  DYNAMIC HT  -          13.772 (meters)      45.18  (feet)  COMP
 AB0767  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 AB0767
 AB0767  VERT ORDER  -  FIRST     CLASS II
 AB0767
 AB0767.The horizontal coordinates were scaled from a topographic map and have
 AB0767.an estimated accuracy of +/- 6 seconds.
 AB0767
 AB0767.The orthometric height was determined by differential leveling
 AB0767.and adjusted by the National Geodetic Survey in June 1991..
 AB0767
 AB0767.The geoid height was determined by GEOID03.
 AB0767
 AB0767.The dynamic height is computed by dividing the NAVD 88
 AB0767.geopotential number by the normal gravity value computed on the
 AB0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0767.degrees latitude (g = 980.6199 gals.).
 AB0767
 AB0767.The modeled gravity was interpolated from observed gravity values.
 AB0767
 AB0767;                    North         East    Units  Estimated Accuracy
 AB0767;SPC TX S     - 5,057,250.      375,220.      MT  (+/- 180 meters Scaled)
 AB0767
 AB0767                          SUPERSEDED SURVEY CONTROL
 AB0767
 AB0767  NGVD 29 (??/??/92)   13.904  (m)           45.62   (f) ADJ UNCH    1 2
 AB0767
 AB0767.Superseded values are not recommended for survey control.
 AB0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0767.See file dsdata.txt to determine how the superseded data were derived.
 AB0767
 AB0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP251963(NAD 83)
 AB0767_MARKER: DB = BENCH MARK DISK
 AB0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0767_STAMPING: B 59 1918
 AB0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0767+STABILITY: SURFACE MOTION
 AB0767
 AB0767  HISTORY     - Date     Condition        Report By
 AB0767  HISTORY     - 1918     MONUMENTED       CGS
 AB0767  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0767  HISTORY     - 19940426 MARK NOT FOUND   USPSQD
 AB0767
 AB0767                          STATION DESCRIPTION
 AB0767
 AB0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1918
 AB0767'IN LEELAND.
 AB0767'AT LEELAND, CAMERON COUNTY, ON THE ST. LOUIS, BROWNSVILLE AND
 AB0767'MEXICO RAILWAY, 7 TELEGRAPH POLES WEST OF MILEPOST 3, ABOUT 40 FEET
 AB0767'SOUTH OF THE TRACKS, ABOUT 7 FEET NORTH OF A HIGHWAY, AND DIRECTLY
 AB0767'OPPOSITE A SMALL BUNGALOW.  A STANDARD DISK STAMPED B 59 1918, AND SET
 AB0767'IN THE TOP OF A CONCRETE POST. (13.839 METERS OR 45.403 FEET.) RESET 2
 AB0767'FEET AWAY, BUT AT SAME ELEVATION, IN 1924.  SEARCHED FOR BUT NOT
 AB0767'RECOVERED IN 1927.
 AB0767
 AB0767                          STATION RECOVERY (1987)
 AB0767
 AB0767'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0767'MARK NOT FOUND.
 AB0767
 AB0767                          STATION RECOVERY (1994)
 AB0767
 AB0767'RECOVERY NOTE BY US POWER SQUADRON 1994
 AB0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0813 ***********************************************************************
 AN0813  DESIGNATION -  B 591 RESET 1947
 AN0813  PID         -  AN0813
 AN0813  STATE/COUNTY-  TX/VICTORIA
 AN0813  USGS QUAD   -  GREEN LAKE (1995)
 AN0813
 AN0813                         *CURRENT SURVEY CONTROL
 AN0813  ___________________________________________________________________
 AN0813* NAD 83(1986)-  28 37 26.     (N)    096 52 29.     (W)     SCALED    
 AN0813* NAVD 88     -        16.61   (+/-2cm)      54.5    (feet)  VERTCON   
 AN0813  ___________________________________________________________________
 AN0813  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0813
 AN0813  VERT ORDER  -  THIRD (See Below)
 AN0813
 AN0813.The horizontal coordinates were scaled from a topographic map and have
 AN0813.an estimated accuracy of +/- 6 seconds.
 AN0813
 AN0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0813.The vertical order pertains to the NGVD 29 superseded value.
 AN0813
 AN0813.The geoid height was determined by GEOID03.
 AN0813
 AN0813;                    North         East    Units  Estimated Accuracy
 AN0813;SPC TXSC     - 4,089,510.      807,810.      MT  (+/- 180 meters Scaled)
 AN0813
 AN0813                          SUPERSEDED SURVEY CONTROL
 AN0813
 AN0813  NGVD 29 (??/??/??)   16.74   (m)           54.9    (f) RESET       3  
 AN0813
 AN0813.Superseded values are not recommended for survey control.
 AN0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0813.See file dsdata.txt to determine how the superseded data were derived.
 AN0813
 AN0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS077681(NAD 83)
 AN0813_MARKER: DB = BENCH MARK DISK
 AN0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0813_STAMPING: B 591 RESET 1947
 AN0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0813+STABILITY: SURFACE MOTION
 AN0813
 AN0813  HISTORY     - Date     Condition        Report By
 AN0813  HISTORY     - 1947     MONUMENTED       TXHD
 AN0813  HISTORY     - 1974     MARK NOT FOUND   NGS
 AN0813  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0813  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0813
 AN0813                          STATION DESCRIPTION
 AN0813
 AN0813'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1947
 AN0813'2.0 MI SE FROM BLOOMINGTON.
 AN0813'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 185 AND F.M. ROAD 404 FROM THE
 AN0813'ST. LOUIS, BROWNSVILLE AND MEXICO RAILWAY STATION AT BLOOMINGTON,
 AN0813'VICTORIA COUNTY, 755 FEET NORTHWEST OF A CONCRETE BRIDGE, AT THE
 AN0813'JUNCTION OF A COUNTY ROAD, 147 FEET NORTHEAST OF THE CENTERLINE OF THE
 AN0813'TRACK, 47 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AT SURVEY
 AN0813'STATION 744+14.6, 3.0 FEET SOUTHWEST OF THE RIGHT-OF-WAY LINE, 4 FEET
 AN0813'EAST OF A WHITE WOODEN WITNESS POST, AND 1.5 FEET LOWER THAN THE
 AN0813'HIGHWAY.  A STANDARD DISK, STAMPED B 591 RESET 1947 AND SET IN THE TOP
 AN0813'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0813
 AN0813                          STATION RECOVERY (1974)
 AN0813
 AN0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AN0813'MARK NOT FOUND.
 AN0813
 AN0813                          STATION RECOVERY (1978)
 AN0813
 AN0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0813'SEARCHED FOR BUT NOT RECOVERED.
 AN0813
 AN0813                          STATION RECOVERY (1988)
 AN0813
 AN0813'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0873 ***********************************************************************
 AN0873  DESIGNATION -  B 593 RESET 1957
 AN0873  PID         -  AN0873
 AN0873  STATE/COUNTY-  TX/CALHOUN
 AN0873  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0873
 AN0873                         *CURRENT SURVEY CONTROL
 AN0873  ___________________________________________________________________
 AN0873* NAD 83(1986)-  28 35 35.     (N)    096 40 27.     (W)     SCALED    
 AN0873* NAVD 88     -         6.74   (+/-2cm)      22.1    (feet)  VERTCON   
 AN0873  ___________________________________________________________________
 AN0873  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN0873
 AN0873  VERT ORDER  -  THIRD (See Below)
 AN0873
 AN0873.The horizontal coordinates were scaled from a topographic map and have
 AN0873.an estimated accuracy of +/- 6 seconds.
 AN0873
 AN0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0873.The vertical order pertains to the NGVD 29 superseded value.
 AN0873
 AN0873.The geoid height was determined by GEOID03.
 AN0873
 AN0873;                    North         East    Units  Estimated Accuracy
 AN0873;SPC TXSC     - 4,086,460.      827,480.      MT  (+/- 180 meters Scaled)
 AN0873
 AN0873                          SUPERSEDED SURVEY CONTROL
 AN0873
 AN0873  NGVD 29 (??/??/??)    6.87   (m)           22.5    (f) RESET       3  
 AN0873
 AN0873.Superseded values are not recommended for survey control.
 AN0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0873.See file dsdata.txt to determine how the superseded data were derived.
 AN0873
 AN0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS274651(NAD 83)
 AN0873_MARKER: DB = BENCH MARK DISK
 AN0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0873_SP_SET: CULVERT
 AN0873_STAMPING: B 593 RESET 1957
 AN0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0873
 AN0873  HISTORY     - Date     Condition        Report By
 AN0873  HISTORY     - 1957     MONUMENTED       TXHD
 AN0873  HISTORY     - 1962     GOOD             NGS
 AN0873  HISTORY     - 1987     GOOD             USPSQD
 AN0873  HISTORY     - 1988     GOOD             USPSQD
 AN0873  HISTORY     - 1989     GOOD             USPSQD
 AN0873  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0873
 AN0873                          STATION DESCRIPTION
 AN0873
 AN0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AN0873'3.6 MI SW FROM PORT LAVACA.
 AN0873'3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 AN0873'PORT LAVACA, SET IN A CONCRETE CULVERT HEADWALL AT THE WEST
 AN0873'INTERSECTION OF FARM-TO-MARKET HIGHWAY 2433 WITH STATE HIGHWAY 35, AND
 AN0873'FLUSH WITH THE TOP OF THE NORTH HEADWALL OF THE CULVERT.
 AN0873
 AN0873                          STATION RECOVERY (1987)
 AN0873
 AN0873'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AN0873'RECOVERED IN GOOD CONDITION.
 AN0873
 AN0873                          STATION RECOVERY (1988)
 AN0873
 AN0873'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0873'RECOVERED IN GOOD CONDITION.
 AN0873
 AN0873                          STATION RECOVERY (1989)
 AN0873
 AN0873'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0873'RECOVERED IN GOOD CONDITION.
 AN0873
 AN0873                          STATION RECOVERY (1998)
 AN0873
 AN0873'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0391 ***********************************************************************
 AN0391  DESIGNATION -  B 594
 AN0391  PID         -  AN0391
 AN0391  STATE/COUNTY-  TX/REFUGIO
 AN0391  USGS QUAD   -  AUSTWELL (1973)
 AN0391
 AN0391                         *CURRENT SURVEY CONTROL
 AN0391  ___________________________________________________________________
 AN0391* NAD 83(1986)-  28 24 41.     (N)    096 52 23.     (W)     SCALED    
 AN0391* NAVD 88     -         9.79   (+/-2cm)      32.1    (feet)  VERTCON   
 AN0391  ___________________________________________________________________
 AN0391  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0391
 AN0391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0391
 AN0391.The horizontal coordinates were scaled from a topographic map and have
 AN0391.an estimated accuracy of +/- 6 seconds.
 AN0391
 AN0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0391.The vertical order pertains to the NGVD 29 superseded value.
 AN0391
 AN0391.The geoid height was determined by GEOID03.
 AN0391
 AN0391;                    North         East    Units  Estimated Accuracy
 AN0391;SPC TXSC     - 4,065,960.      808,400.      MT  (+/- 180 meters Scaled)
 AN0391
 AN0391                          SUPERSEDED SURVEY CONTROL
 AN0391
 AN0391  NGVD 29 (??/??/92)    9.916  (m)           32.53   (f) ADJ UNCH    2 0
 AN0391
 AN0391.Superseded values are not recommended for survey control.
 AN0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0391.See file dsdata.txt to determine how the superseded data were derived.
 AN0391
 AN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS083446(NAD 83)
 AN0391_MARKER: DB = BENCH MARK DISK
 AN0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0391_SP_SET: CULVERT
 AN0391_STAMPING: B 594 1942
 AN0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0391
 AN0391  HISTORY     - Date     Condition        Report By
 AN0391  HISTORY     - 1942     MONUMENTED       CGS
 AN0391  HISTORY     - 1988     GOOD             USPSQD
 AN0391  HISTORY     - 1988     POOR             USPSQD
 AN0391  HISTORY     - 1988     POOR             USPSQD
 AN0391  HISTORY     - 1989     POOR             USPSQD
 AN0391  HISTORY     - 1990     GOOD             USPSQD
 AN0391  HISTORY     - 1990     POOR             USPSQD
 AN0391  HISTORY     - 19990724 GOOD             USPSQD
 AN0391
 AN0391                          STATION DESCRIPTION
 AN0391
 AN0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0391'1.6 MI S FROM TIVOLI.
 AN0391'1.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0391'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, 1.8 MILES SOUTHEAST ALONG THE
 AN0391'AUSTWELL ROAD (STATE HIGHWAY 113).  AT A DIRT-ROAD INTERSECTION, 44.5
 AN0391'FEET SOUTHWEST OF THE CENTERLINE OF TWO MAIN ROADS, 13 FEET EAST OF
 AN0391'THE CENTERLINE OF THE DIRT ROAD, AT A CONCRETE CULVERT UNDER THE DIRT
 AN0391'ROAD, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, AND ABOUT
 AN0391'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED B 594 1942.
 AN0391
 AN0391                          STATION RECOVERY (1988)
 AN0391
 AN0391'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0391'RECOVERED IN GOOD CONDITION.
 AN0391
 AN0391                          STATION RECOVERY (1988)
 AN0391
 AN0391'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0391'MARK RECOVERED IN POOR CONDITION.
 AN0391
 AN0391                          STATION RECOVERY (1988)
 AN0391
 AN0391'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0391'MARK RECOVERED IN POOR CONDITION.
 AN0391
 AN0391                          STATION RECOVERY (1989)
 AN0391
 AN0391'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0391'MARK RECOVERED IN POOR CONDITION.
 AN0391
 AN0391                          STATION RECOVERY (1990)
 AN0391
 AN0391'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0391'RECOVERED IN GOOD CONDITION.
 AN0391
 AN0391                          STATION RECOVERY (1990)
 AN0391
 AN0391'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0391'MARK RECOVERED IN POOR CONDITION.
 AN0391
 AN0391                          STATION RECOVERY (1999)
 AN0391
 AN0391'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0455 ***********************************************************************
 AN0455  DESIGNATION -  B 595 RESET 1971
 AN0455  PID         -  AN0455
 AN0455  STATE/COUNTY-  TX/REFUGIO
 AN0455  USGS QUAD   -  TIVOLI (1973)
 AN0455
 AN0455                         *CURRENT SURVEY CONTROL
 AN0455  ___________________________________________________________________
 AN0455* NAD 83(1986)-  28 27 30.     (N)    096 54 09.     (W)     SCALED    
 AN0455* NAVD 88     -        12.10   (+/-2cm)      39.7    (feet)  VERTCON   
 AN0455  ___________________________________________________________________
 AN0455  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN0455
 AN0455  VERT ORDER  -  THIRD (See Below)
 AN0455
 AN0455.The horizontal coordinates were scaled from a topographic map and have
 AN0455.an estimated accuracy of +/- 6 seconds.
 AN0455
 AN0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0455.The vertical order pertains to the NGVD 29 superseded value.
 AN0455
 AN0455.The geoid height was determined by GEOID03.
 AN0455
 AN0455;                    North         East    Units  Estimated Accuracy
 AN0455;SPC TXSC     - 4,071,110.      805,420.      MT  (+/- 180 meters Scaled)
 AN0455
 AN0455                          SUPERSEDED SURVEY CONTROL
 AN0455
 AN0455  NGVD 29 (01/29/03)   12.23   (m)           40.1    (f) RESET       3  
 AN0455
 AN0455.Superseded values are not recommended for survey control.
 AN0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0455.See file dsdata.txt to determine how the superseded data were derived.
 AN0455
 AN0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS053497(NAD 83)
 AN0455_MARKER: DD = SURVEY DISK
 AN0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0455_SP_SET: CULVERT
 AN0455_STAMPING: B 595 RESET 1971
 AN0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0455+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AN0455
 AN0455  HISTORY     - Date     Condition        Report By
 AN0455  HISTORY     - 1971     MONUMENTED       TXHD
 AN0455  HISTORY     - 1972     GOOD             TXHD
 AN0455  HISTORY     - 1988     GOOD             USPSQD
 AN0455  HISTORY     - 1990     GOOD             USPSQD
 AN0455  HISTORY     - 19920809 GOOD             USPSQD
 AN0455  HISTORY     - 19990726 GOOD             USPSQD
 AN0455  HISTORY     - 20050428 GOOD             USPSQD
 AN0455
 AN0455                          STATION DESCRIPTION
 AN0455
 AN0455'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AN0455'1 MI W FROM TIVOLI.
 AN0455'1 MILE WEST ALONG STATE HIGHWAY 113 FROM THE INTERSECTION OF STATE
 AN0455'HIGHWAY 35 AT TIVOLI, SET IN THE TOP OF THE EAST END OF THE SOUTH
 AN0455'HEADWALL OF A LARGE CONCRETE CULVERT, 28 FEET SOUTH OF THE CENTER LINE
 AN0455'OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 AN0455
 AN0455                          STATION RECOVERY (1988)
 AN0455
 AN0455'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN0455'RECOVERED IN GOOD CONDITION.
 AN0455
 AN0455                          STATION RECOVERY (1990)
 AN0455
 AN0455'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN0455'RECOVERED IN GOOD CONDITION.
 AN0455
 AN0455                          STATION RECOVERY (1992)
 AN0455
 AN0455'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 AN0455'RECOVERED IN GOOD CONDITION.
 AN0455
 AN0455                          STATION RECOVERY (1999)
 AN0455
 AN0455'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0455'RECOVERED IN GOOD CONDITION.
 AN0455
 AN0455                          STATION RECOVERY (2005)
 AN0455
 AN0455'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AN0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0134 ***********************************************************************
 AN0134  DESIGNATION -  B 596
 AN0134  PID         -  AN0134
 AN0134  STATE/COUNTY-  TX/JACKSON
 AN0134  USGS QUAD   -  TURTLE BAY (1995)
 AN0134
 AN0134                         *CURRENT SURVEY CONTROL
 AN0134  ___________________________________________________________________
 AN0134* NAD 83(1986)-  28 42 40.     (N)    096 21 57.     (W)     SCALED    
 AN0134* NAVD 88     -         4.37   (+/-2cm)      14.3    (feet)  VERTCON   
 AN0134  ___________________________________________________________________
 AN0134  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN0134
 AN0134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0134
 AN0134.The horizontal coordinates were scaled from a topographic map and have
 AN0134.an estimated accuracy of +/- 6 seconds.
 AN0134
 AN0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0134.The vertical order pertains to the NGVD 29 superseded value.
 AN0134
 AN0134.The geoid height was determined by GEOID03.
 AN0134
 AN0134;                    North         East    Units  Estimated Accuracy
 AN0134;SPC TXSC     - 4,100,180.      857,340.      MT  (+/- 180 meters Scaled)
 AN0134
 AN0134                          SUPERSEDED SURVEY CONTROL
 AN0134
 AN0134  NGVD 29 (??/??/92)    4.454  (m)           14.61   (f) ADJ UNCH    2 0
 AN0134
 AN0134.Superseded values are not recommended for survey control.
 AN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0134.See file dsdata.txt to determine how the superseded data were derived.
 AN0134
 AN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS573788(NAD 83)
 AN0134_MARKER: DB = BENCH MARK DISK
 AN0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0134_STAMPING: B 596 1942
 AN0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0134+STABILITY: SURFACE MOTION
 AN0134
 AN0134  HISTORY     - Date     Condition        Report By
 AN0134  HISTORY     - 1942     MONUMENTED       CGS
 AN0134
 AN0134                          STATION DESCRIPTION
 AN0134
 AN0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0134'10.6 MI SW FROM PALACIOS.
 AN0134'IN JACKSON COUNTY, 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE
 AN0134'JUNCTION OF STATE HIGHWAY 35 ABOUT 9.6 MILES WEST OF PALACIOS,
 AN0134'MATAGORDA COUNTY (8 MILES WEST OF CAMP HULEN), AT A FENCE CORNER, 526
 AN0134'FEET WEST OF THE CENTER LINE OF THE ROAD, 239 FEET SOUTHWEST OF A
 AN0134'DRIVE TO A FARMHOUSE, 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AN0134'1 FOOT NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED B
 AN0134'596 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AN0134'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0088 ***********************************************************************
 AN0088  DESIGNATION -  B 597
 AN0088  PID         -  AN0088
 AN0088  STATE/COUNTY-  TX/JACKSON
 AN0088  USGS QUAD   -  LA WARD (1995)
 AN0088
 AN0088                         *CURRENT SURVEY CONTROL
 AN0088  ___________________________________________________________________
 AN0088* NAD 83(1986)-  28 46 58.     (N)    096 27 33.     (W)     SCALED    
 AN0088* NAVD 88     -         9.38   (+/-2cm)      30.8    (feet)  VERTCON   
 AN0088  ___________________________________________________________________
 AN0088  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN0088
 AN0088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0088
 AN0088.The horizontal coordinates were scaled from a topographic map and have
 AN0088.an estimated accuracy of +/- 6 seconds.
 AN0088
 AN0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0088.The vertical order pertains to the NGVD 29 superseded value.
 AN0088
 AN0088.The geoid height was determined by GEOID03.
 AN0088
 AN0088;                    North         East    Units  Estimated Accuracy
 AN0088;SPC TXSC     - 4,107,920.      848,050.      MT  (+/- 180 meters Scaled)
 AN0088
 AN0088                          SUPERSEDED SURVEY CONTROL
 AN0088
 AN0088  NGVD 29 (??/??/92)    9.465  (m)           31.05   (f) ADJ UNCH    2 0
 AN0088
 AN0088.Superseded values are not recommended for survey control.
 AN0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0088.See file dsdata.txt to determine how the superseded data were derived.
 AN0088
 AN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS480865(NAD 83)
 AN0088_MARKER: DB = BENCH MARK DISK
 AN0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0088_STAMPING: B 597 1942
 AN0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0088+STABILITY: SURFACE MOTION
 AN0088
 AN0088  HISTORY     - Date     Condition        Report By
 AN0088  HISTORY     - 1942     MONUMENTED       CGS
 AN0088
 AN0088                          STATION DESCRIPTION
 AN0088
 AN0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0088'4.5 MI S FROM LA WARD.
 AN0088'4.5 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE ST. LOUIS,
 AN0088'BROWNSVILLE AND MEXICO RAILWAY STATION AT LA WARD, JACKSON COUNTY, 0.1
 AN0088'MILE SOUTH OF A GATE IN A FENCE, 40 FEET WEST OF THE CENTER LINE OF
 AN0088'THE HIGHWAY, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT EAST
 AN0088'OF A FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B
 AN0088'597 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AN0088'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0766 ***********************************************************************
 AN0766  DESIGNATION -  B 598 RESET 1946
 AN0766  PID         -  AN0766
 AN0766  STATE/COUNTY-  TX/CALHOUN
 AN0766  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0766
 AN0766                         *CURRENT SURVEY CONTROL
 AN0766  ___________________________________________________________________
 AN0766* NAD 83(1986)-  28 37 26.     (N)    096 38 02.     (W)     SCALED    
 AN0766* NAVD 88     -         5.13   (+/-2cm)      16.8    (feet)  VERTCON   
 AN0766  ___________________________________________________________________
 AN0766  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN0766
 AN0766  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0766
 AN0766.The horizontal coordinates were scaled from a topographic map and have
 AN0766.an estimated accuracy of +/- 6 seconds.
 AN0766
 AN0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0766.The vertical order pertains to the NGVD 29 superseded value.
 AN0766
 AN0766.The geoid height was determined by GEOID03.
 AN0766
 AN0766;                    North         East    Units  Estimated Accuracy
 AN0766;SPC TXSC     - 4,089,960.      831,350.      MT  (+/- 180 meters Scaled)
 AN0766
 AN0766                          SUPERSEDED SURVEY CONTROL
 AN0766
 AN0766  NGVD 29 (??/??/92)    5.249  (m)           17.22   (f) ADJ UNCH    1 2
 AN0766
 AN0766.Superseded values are not recommended for survey control.
 AN0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0766.See file dsdata.txt to determine how the superseded data were derived.
 AN0766
 AN0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS313686(NAD 83)
 AN0766_MARKER: DB = BENCH MARK DISK
 AN0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0766_STAMPING: B 598 RESET 1946
 AN0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0766+STABILITY: SURFACE MOTION
 AN0766
 AN0766  HISTORY     - Date     Condition        Report By
 AN0766  HISTORY     - 1946     MONUMENTED       CGS
 AN0766  HISTORY     - 1950     GOOD             NGS
 AN0766  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0766
 AN0766                          STATION DESCRIPTION
 AN0766
 AN0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0766'0.8 MI NW FROM PORT LAVACA.
 AN0766'0.8 MILE NORTHWEST ALONG FARM ROAD 234 FROM THE TEXAS AND NEW ORLEANS
 AN0766'RAILROAD STATION AT PORT LAVACA, 57 FEET NORTHWEST OF THE WEST CORNER
 AN0766'OF A HOUSE, 40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET
 AN0766'NORTHWEST OF A POWER POLE WHICH IS AT THE JUNCTION OF TWO POWER LINES,
 AN0766'1 FOOT SOUTHWEST OF A FENCE, 3.8 FEET SOUTHEAST OF A WITNESS POST, SET
 AN0766'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 AN0766'GROUND.
 AN0766
 AN0766                          STATION RECOVERY (1998)
 AN0766
 AN0766'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0193 ***********************************************************************
 AJ0193  DESIGNATION -  B 599
 AJ0193  PID         -  AJ0193
 AJ0193  STATE/COUNTY-  TX/DUVAL
 AJ0193  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0193
 AJ0193                         *CURRENT SURVEY CONTROL
 AJ0193  ___________________________________________________________________
 AJ0193* NAD 83(1986)-  27 38 13.     (N)    098 16 49.     (W)     SCALED    
 AJ0193* NAVD 88     -       109.720  (meters)     359.97   (feet)  ADJUSTED  
 AJ0193  ___________________________________________________________________
 AJ0193  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AJ0193  DYNAMIC HT  -         109.548 (meters)     359.41  (feet)  COMP
 AJ0193  MODELED GRAV-     979,083.7   (mgal)                       NAVD 88
 AJ0193
 AJ0193  VERT ORDER  -  SECOND    CLASS 0
 AJ0193
 AJ0193.The horizontal coordinates were scaled from a topographic map and have
 AJ0193.an estimated accuracy of +/- 6 seconds.
 AJ0193
 AJ0193.The orthometric height was determined by differential leveling
 AJ0193.and adjusted by the National Geodetic Survey in June 1991..
 AJ0193
 AJ0193.The geoid height was determined by GEOID03.
 AJ0193
 AJ0193.The dynamic height is computed by dividing the NAVD 88
 AJ0193.geopotential number by the normal gravity value computed on the
 AJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0193.degrees latitude (g = 980.6199 gals.).
 AJ0193
 AJ0193.The modeled gravity was interpolated from observed gravity values.
 AJ0193
 AJ0193;                    North         East    Units  Estimated Accuracy
 AJ0193;SPC TX S     - 5,218,310.      321,680.      MT  (+/- 180 meters Scaled)
 AJ0193
 AJ0193                          SUPERSEDED SURVEY CONTROL
 AJ0193
 AJ0193  NGVD 29 (??/??/92)  109.796  (m)          360.22   (f) ADJ UNCH    2 0
 AJ0193
 AJ0193.Superseded values are not recommended for survey control.
 AJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0193.See file dsdata.txt to determine how the superseded data were derived.
 AJ0193
 AJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR710571(NAD 83)
 AJ0193_MARKER: DB = BENCH MARK DISK
 AJ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0193_STAMPING: B 599 1942
 AJ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0193+STABILITY: SURFACE MOTION
 AJ0193
 AJ0193  HISTORY     - Date     Condition        Report By
 AJ0193  HISTORY     - 1942     MONUMENTED       CGS
 AJ0193  HISTORY     - 1968     GOOD             USGS
 AJ0193
 AJ0193                          STATION DESCRIPTION
 AJ0193
 AJ0193'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0193'8.7 MI S FROM SAN DIEGO.
 AJ0193'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE COUNTY COURT-HOUSE
 AJ0193'AT SAN DIEGO, THENCE 8.7 MILES SOUTH ALONG A DIRT ROAD.  AT A CATTLE
 AJ0193'GUARD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A
 AJ0193'WHITE WOODEN WITNESS POST, AND 2 FEET SOUTH OF A FENCE.  A STANDARD
 AJ0193'DISK, STAMPED B 599 1942 AND SET IN THE TOP OF A CONCRETE POST
 AJ0193'PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0370 ***********************************************************************
 AE0370  DESIGNATION -  B 60
 AE0370  PID         -  AE0370
 AE0370  STATE/COUNTY-  TX/HIDALGO
 AE0370  USGS QUAD   -  MISSION (1983)
 AE0370
 AE0370                         *CURRENT SURVEY CONTROL
 AE0370  ___________________________________________________________________
 AE0370* NAD 83(1986)-  26 12 53.     (N)    098 19 33.     (W)     SCALED    
 AE0370* NAVD 88     -        43.871  (meters)     143.93   (feet)  ADJUSTED  
 AE0370  ___________________________________________________________________
 AE0370  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0370  DYNAMIC HT  -          43.798 (meters)     143.69  (feet)  COMP
 AE0370  MODELED GRAV-     978,992.2   (mgal)                       NAVD 88
 AE0370
 AE0370  VERT ORDER  -  FIRST     CLASS II
 AE0370
 AE0370.The horizontal coordinates were scaled from a topographic map and have
 AE0370.an estimated accuracy of +/- 6 seconds.
 AE0370
 AE0370.The orthometric height was determined by differential leveling
 AE0370.and adjusted by the National Geodetic Survey in June 1991..
 AE0370
 AE0370.The geoid height was determined by GEOID03.
 AE0370
 AE0370.The dynamic height is computed by dividing the NAVD 88
 AE0370.geopotential number by the normal gravity value computed on the
 AE0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0370.degrees latitude (g = 980.6199 gals.).
 AE0370
 AE0370.The modeled gravity was interpolated from observed gravity values.
 AE0370
 AE0370;                    North         East    Units  Estimated Accuracy
 AE0370;SPC TX S     - 5,060,730.      317,410.      MT  (+/- 180 meters Scaled)
 AE0370
 AE0370                          SUPERSEDED SURVEY CONTROL
 AE0370
 AE0370  NGVD 29 (??/??/92)   43.953  (m)          144.20   (f) ADJ UNCH    1 2
 AE0370
 AE0370.Superseded values are not recommended for survey control.
 AE0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0370.See file dsdata.txt to determine how the superseded data were derived.
 AE0370
 AE0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP673996(NAD 83)
 AE0370_MARKER: DB = BENCH MARK DISK
 AE0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0370_SP_SET: BUILDING
 AE0370_STAMPING: B 60 1918 143.956
 AE0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0370
 AE0370  HISTORY     - Date     Condition        Report By
 AE0370  HISTORY     - 1918     MONUMENTED       CGS
 AE0370  HISTORY     - 1943     GOOD             NGS
 AE0370
 AE0370                          STATION DESCRIPTION
 AE0370
 AE0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AE0370'IN MISSION.
 AE0370'BENCH MARK IS AT THE INTERSECTION OF CONWAY BOULEVARD AND 9TH STREET
 AE0370'AT MISSION.  IT IS SET VERTICALLY IN THE SOUTH WALL OF TH FIRST STATE
 AE0370'BANK AND TRUST COMPANY BUILDING, 2.7 FEET EAST OF THE SOUTHWEST CORNER
 AE0370'OF THE BUILDING AND 2.5 FEET ABOVE THE CONCRETE SIDEWALK.  A DISK SET
 AE0370'IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0371 ***********************************************************************
 AE0371  DESIGNATION -  B 60 RESET
 AE0371  PID         -  AE0371
 AE0371  STATE/COUNTY-  TX/HIDALGO
 AE0371  USGS QUAD   -  MISSION (1983)
 AE0371
 AE0371                         *CURRENT SURVEY CONTROL
 AE0371  ___________________________________________________________________
 AE0371* NAD 83(1986)-  26 12 53.     (N)    098 19 31.     (W)     SCALED    
 AE0371* NAVD 88     -        43.880  (meters)     143.96   (feet)  ADJUSTED  
 AE0371  ___________________________________________________________________
 AE0371  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0371  DYNAMIC HT  -          43.808 (meters)     143.73  (feet)  COMP
 AE0371  MODELED GRAV-     978,992.2   (mgal)                       NAVD 88
 AE0371
 AE0371  VERT ORDER  -  FIRST     CLASS II
 AE0371
 AE0371.The horizontal coordinates were scaled from a topographic map and have
 AE0371.an estimated accuracy of +/- 6 seconds.
 AE0371
 AE0371.The orthometric height was determined by differential leveling
 AE0371.and adjusted by the National Geodetic Survey in June 1991..
 AE0371
 AE0371.The geoid height was determined by GEOID03.
 AE0371
 AE0371.The dynamic height is computed by dividing the NAVD 88
 AE0371.geopotential number by the normal gravity value computed on the
 AE0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0371.degrees latitude (g = 980.6199 gals.).
 AE0371
 AE0371.The modeled gravity was interpolated from observed gravity values.
 AE0371
 AE0371;                    North         East    Units  Estimated Accuracy
 AE0371;SPC TX S     - 5,060,730.      317,460.      MT  (+/- 180 meters Scaled)
 AE0371
 AE0371                          SUPERSEDED SURVEY CONTROL
 AE0371
 AE0371.No superseded survey control is available for this station.
 AE0371
 AE0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP674996(NAD 83)
 AE0371_MARKER: DB = BENCH MARK DISK
 AE0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0371_SP_SET: BUILDING WALL
 AE0371_STAMPING: B 60 RESET 1959
 AE0371_MARK LOGO: TXHD  
 AE0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0371
 AE0371  HISTORY     - Date     Condition        Report By
 AE0371  HISTORY     - 1959     MONUMENTED       TXHD
 AE0371  HISTORY     - 1981     GOOD             NGS
 AE0371  HISTORY     - 1987     GOOD             USPSQD
 AE0371  HISTORY     - 1987     GOOD             USPSQD
 AE0371  HISTORY     - 19920409 GOOD             USPSQD
 AE0371
 AE0371                          STATION DESCRIPTION
 AE0371
 AE0371'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AE0371'IN MISSION.
 AE0371'THE MARK IS LOCATED AT THE INTERSECTION OF CONWAY BOULEVARD AND 9TH
 AE0371'STREET AT MISSION.  IT IS SET VERTICALLY IN THE SOUTH WALL OF THE
 AE0371'FIRST STATE BANK AND TRUST CO. BUILDING, 2.7 FEET EAST OF THE
 AE0371'SOUTHWEST CORNER OF THE BUILDING AND 2.5 FEET ABOVE THE CONCRETE
 AE0371'SIDEWALK AND SET IN A DRILL HOLE.
 AE0371
 AE0371                          STATION RECOVERY (1981)
 AE0371
 AE0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0371'RECOVERED IN GOOD CONDITION.
 AE0371
 AE0371                          STATION RECOVERY (1987)
 AE0371
 AE0371'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0371'RECOVERED IN GOOD CONDITION.
 AE0371
 AE0371                          STATION RECOVERY (1987)
 AE0371
 AE0371'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0371'RECOVERED IN GOOD CONDITION.
 AE0371
 AE0371                          STATION RECOVERY (1992)
 AE0371
 AE0371'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0203 ***********************************************************************
 AJ0203  DESIGNATION -  B 600
 AJ0203  PID         -  AJ0203
 AJ0203  STATE/COUNTY-  TX/DUVAL
 AJ0203  USGS QUAD   -  SAN JOSE (1968)
 AJ0203
 AJ0203                         *CURRENT SURVEY CONTROL
 AJ0203  ___________________________________________________________________
 AJ0203* NAD 83(1986)-  27 30 23.     (N)    098 16 52.     (W)     SCALED    
 AJ0203* NAVD 88     -        79.922  (meters)     262.21   (feet)  ADJUSTED  
 AJ0203  ___________________________________________________________________
 AJ0203  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AJ0203  DYNAMIC HT  -          79.797 (meters)     261.80  (feet)  COMP
 AJ0203  MODELED GRAV-     979,075.8   (mgal)                       NAVD 88
 AJ0203
 AJ0203  VERT ORDER  -  SECOND    CLASS 0
 AJ0203
 AJ0203.The horizontal coordinates were scaled from a topographic map and have
 AJ0203.an estimated accuracy of +/- 6 seconds.
 AJ0203
 AJ0203.The orthometric height was determined by differential leveling
 AJ0203.and adjusted by the National Geodetic Survey in June 1991..
 AJ0203
 AJ0203.The geoid height was determined by GEOID03.
 AJ0203
 AJ0203.The dynamic height is computed by dividing the NAVD 88
 AJ0203.geopotential number by the normal gravity value computed on the
 AJ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0203.degrees latitude (g = 980.6199 gals.).
 AJ0203
 AJ0203.The modeled gravity was interpolated from observed gravity values.
 AJ0203
 AJ0203;                    North         East    Units  Estimated Accuracy
 AJ0203;SPC TX S     - 5,203,850.      321,630.      MT  (+/- 180 meters Scaled)
 AJ0203
 AJ0203                          SUPERSEDED SURVEY CONTROL
 AJ0203
 AJ0203  NGVD 29 (??/??/92)   80.004  (m)          262.48   (f) ADJ UNCH    2 0
 AJ0203
 AJ0203.Superseded values are not recommended for survey control.
 AJ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0203.See file dsdata.txt to determine how the superseded data were derived.
 AJ0203
 AJ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR710427(NAD 83)
 AJ0203_MARKER: DB = BENCH MARK DISK
 AJ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0203_STAMPING: B 600 1942
 AJ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0203+STABILITY: SURFACE MOTION
 AJ0203
 AJ0203  HISTORY     - Date     Condition        Report By
 AJ0203  HISTORY     - 1942     MONUMENTED       CGS
 AJ0203  HISTORY     - 1968     GOOD             USGS
 AJ0203
 AJ0203                          STATION DESCRIPTION
 AJ0203
 AJ0203'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0203'9.45 MI N FROM SANTA CRUZ.
 AJ0203'SANTA CRUZ, TEXAS 7.4 MILES NORTH ALONG FARM ROAD 1329 TO NORTH WEST
 AJ0203'AND SOUTHEAST CROSS ROAD, THENCE 0.75 MILES NORTHWEST PASSING OLD
 AJ0203'CHURCH AND CEMETARY TO T-JCT WITH NORTH-SOUTH ROAD, THENCE NORTH AND
 AJ0203'WEST 0.3 MILES TO FIELD ROAD AND FENCE LINE NORTH 32 FEET WEST AND 34
 AJ0203'FEET NORTH OF FIELD ROAD 1.0 FEET NORTH OF R.O.W. FENCE A STANDARD
 AJ0203'DISK STAMPED B 600 1942 AND SET IN THE TOP OF AN CONCRETE POST
 AJ0203'PROJECTING 0.3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0315 ***********************************************************************
 AX0315  DESIGNATION -  B 601 RESET
 AX0315  PID         -  AX0315
 AX0315  STATE/COUNTY-  TX/WHARTON
 AX0315  USGS QUAD   -  WHARTON (1980)
 AX0315
 AX0315                         *CURRENT SURVEY CONTROL
 AX0315  ___________________________________________________________________
 AX0315* NAD 83(1986)-  29 17 20.     (N)    096 07 04.     (W)     SCALED    
 AX0315* NAVD 88     -        30.754  (meters)     100.90   (feet)  ADJUSTED  
 AX0315  ___________________________________________________________________
 AX0315  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0315  DYNAMIC HT  -          30.711 (meters)     100.76  (feet)  COMP
 AX0315  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 AX0315
 AX0315  VERT ORDER  -  FIRST     CLASS I
 AX0315
 AX0315.The horizontal coordinates were scaled from a topographic map and have
 AX0315.an estimated accuracy of +/- 6 seconds.
 AX0315
 AX0315.The orthometric height was determined by differential leveling
 AX0315.and adjusted by the National Geodetic Survey in June 1991..
 AX0315
 AX0315.The geoid height was determined by GEOID03.
 AX0315
 AX0315.The dynamic height is computed by dividing the NAVD 88
 AX0315.geopotential number by the normal gravity value computed on the
 AX0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0315.degrees latitude (g = 980.6199 gals.).
 AX0315
 AX0315.The modeled gravity was interpolated from observed gravity values.
 AX0315
 AX0315;                    North         East    Units  Estimated Accuracy
 AX0315;SPC TXSC     - 4,164,760.      879,990.      MT  (+/- 180 meters Scaled)
 AX0315
 AX0315                          SUPERSEDED SURVEY CONTROL
 AX0315
 AX0315  NGVD 29 (12/23/87)   30.756  (m)          100.91   (f) ADJUSTED    1 1
 AX0315
 AX0315.Superseded values are not recommended for survey control.
 AX0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0315.See file dsdata.txt to determine how the superseded data were derived.
 AX0315
 AX0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT800434(NAD 83)
 AX0315_MARKER: DB = BENCH MARK DISK
 AX0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0315_SP_SET: CONCRETE POST
 AX0315_STAMPING: B 601 1942 RESET 1947
 AX0315_MARK LOGO: CGS   
 AX0315_PROJECTION: PROJECTING 5 CENTIMETERS
 AX0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0315+STABILITY: SURFACE MOTION
 AX0315
 AX0315  HISTORY     - Date     Condition        Report By
 AX0315  HISTORY     - 1947     MONUMENTED       CGS
 AX0315  HISTORY     - 1987     GOOD             NGS
 AX0315
 AX0315                          STATION DESCRIPTION
 AX0315
 AX0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0315'2.1 MI SW FROM WHARTON.
 AX0315'2.1 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0315'STATION AT WHARTON, WHARTON COUNTY, 158 FEET WEST ACROSS A ROAD FROM A
 AX0315'FENCE CORNER, 31.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 47 FEET
 AX0315'NORTHWEST OF THE CENTER LINE OF A GRAVEL ROAD, 3.3 FEET NORTHEAST OF
 AX0315'THE NINTH POLE NORTHEAST OF MILEPOST 28, AND 1.4 FEET SOUTHWEST OF A
 AX0315'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 601 1942 RESET
 AX0315'1947 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AX0315'GROUND.
 AX0315
 AX0315                          STATION RECOVERY (1987)
 AX0315
 AX0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0315'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.87 KM (1.78
 AX0315'MI) SOUTHWEST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF STATE
 AX0315'HIGHWAY 60 IN WHARTON, 40.7 METERS (133.5 FT) SOUTHEAST OF THE
 AX0315'CENTERLINE OF LOOP 183, 33.4 METERS (109.5 FT) SOUTHEAST OF THE
 AX0315'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 4-CHANNEL BOX CULVERT,
 AX0315'14.3 METERS (47.0 FT) NORTHWEST OF THE CENTER OF A GRAVEL ROAD,
 AX0315'9.6 METERS (31.5 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN
 AX0315'PACIFIC COMPANY RAILROAD.
 AX0315'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AX0315'THE MARK IS 0.6 M BELOW LOOP 183.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0249 ***********************************************************************
 AH0249  DESIGNATION -  B 603
 AH0249  PID         -  AH0249
 AH0249  STATE/COUNTY-  TX/ARANSAS
 AH0249  USGS QUAD   -  ARANSAS PASS (1975)
 AH0249
 AH0249                         *CURRENT SURVEY CONTROL
 AH0249  ___________________________________________________________________
 AH0249* NAD 83(1986)-  27 59 40.     (N)    097 08 07.     (W)     SCALED    
 AH0249* NAVD 88     -         1.41   (+/-2cm)       4.6    (feet)  VERTCON   
 AH0249  ___________________________________________________________________
 AH0249  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AH0249
 AH0249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0249
 AH0249.The horizontal coordinates were scaled from a topographic map and have
 AH0249.an estimated accuracy of +/- 6 seconds.
 AH0249
 AH0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0249.The vertical order pertains to the NGVD 29 superseded value.
 AH0249
 AH0249.The geoid height was determined by GEOID03.
 AH0249
 AH0249;                    North         East    Units  Estimated Accuracy
 AH0249;SPC TXSC     - 4,019,320.      783,440.      MT  (+/- 180 meters Scaled)
 AH0249
 AH0249                          SUPERSEDED SURVEY CONTROL
 AH0249
 AH0249  NGVD 29 (??/??/92)    1.551  (m)            5.09   (f) ADJ UNCH    2 0
 AH0249
 AH0249.Superseded values are not recommended for survey control.
 AH0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0249.See file dsdata.txt to determine how the superseded data were derived.
 AH0249
 AH0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR833979(NAD 83)
 AH0249_MARKER: DB = BENCH MARK DISK
 AH0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0249_STAMPING: B 603 1942
 AH0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0249+STABILITY: SURFACE MOTION
 AH0249
 AH0249  HISTORY     - Date     Condition        Report By
 AH0249  HISTORY     - 1942     MONUMENTED       CGS
 AH0249
 AH0249                          STATION DESCRIPTION
 AH0249
 AH0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0249'6.0 MI SW FROM ROCKPORT.
 AH0249'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 35 AND ROAD TO
 AH0249'BAYSIDE AT ROCKPORT-- PROCEED WEST 4.0 MILES ON BAYSIDE ROAD TO THE
 AH0249'INTERSECTION OF ROAD TO PORT BAY CLUB BUILDINGS (OLD ROAD TO BAYSIDE).
 AH0249'THENCE CONTINUE ON SOUTHWEST AND GO 2.0 MILES TO SMALL WOODEN BRIDGE
 AH0249'AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 105.0 FEET SOUTH OF THE
 AH0249'BRIDGE, 25.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AH0249'CENTERLINE OF THE ROAD.  IT IS 6.0 FEET NORTH OF A POWER LINE GUY
 AH0249'POLE, 3.0 FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER POST AND 1.0 FOOT
 AH0249'EAST OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0250 ***********************************************************************
 AH0250  DESIGNATION -  B 603 RESET 1950
 AH0250  PID         -  AH0250
 AH0250  STATE/COUNTY-  TX/ARANSAS
 AH0250  USGS QUAD   -  ARANSAS PASS (1975)
 AH0250
 AH0250                         *CURRENT SURVEY CONTROL
 AH0250  ___________________________________________________________________
 AH0250* NAD 83(1986)-  27 59 40.     (N)    097 08 07.     (W)     SCALED    
 AH0250* NAVD 88     -         1.39   (+/-2cm)       4.6    (feet)  VERTCON   
 AH0250  ___________________________________________________________________
 AH0250  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AH0250
 AH0250  VERT ORDER  -  THIRD (See Below)
 AH0250
 AH0250.The horizontal coordinates were scaled from a topographic map and have
 AH0250.an estimated accuracy of +/- 6 seconds.
 AH0250
 AH0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0250.The vertical order pertains to the NGVD 29 superseded value.
 AH0250
 AH0250.The geoid height was determined by GEOID03.
 AH0250
 AH0250;                    North         East    Units  Estimated Accuracy
 AH0250;SPC TXSC     - 4,019,320.      783,440.      MT  (+/- 180 meters Scaled)
 AH0250
 AH0250                          SUPERSEDED SURVEY CONTROL
 AH0250
 AH0250  NGVD 29 (01/29/03)    1.53   (m)            5.0    (f) RESET       3  
 AH0250
 AH0250.Superseded values are not recommended for survey control.
 AH0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0250.See file dsdata.txt to determine how the superseded data were derived.
 AH0250
 AH0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR833979(NAD 83)
 AH0250_MARKER: DB = BENCH MARK DISK
 AH0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0250_STAMPING: B 603 RESET 1950
 AH0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0250+STABILITY: SURFACE MOTION
 AH0250
 AH0250  HISTORY     - Date     Condition        Report By
 AH0250  HISTORY     - 1950     MONUMENTED       TXHD
 AH0250
 AH0250                          STATION DESCRIPTION
 AH0250
 AH0250'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AH0250'6.0 MI SW FROM ROCKPORT.
 AH0250'4.0 MILES WEST AND 2.0 MILES SOUTHWEST ALONG HIGHWAY 881 FROM THE
 AH0250'INTERSECTION OF STATE HIGHWAY 35 AT ROCKPORT, ARANSAS COUNTY, 112 FEET
 AH0250'SOUTH OF A CONCRETE CULVERT, 46 FEET WEST OF THE CENTERLINE OF THE
 AH0250'HIGHWAY, 0.5 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND 0.5 FOOT LOWER
 AH0250'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 603 RESET 1950 AND SET
 AH0250'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1296 ***********************************************************************
 AN1296  DESIGNATION -  B 604
 AN1296  PID         -  AN1296
 AN1296  STATE/COUNTY-  TX/REFUGIO
 AN1296  USGS QUAD   -  WOODSBORO (1978)
 AN1296
 AN1296                         *CURRENT SURVEY CONTROL
 AN1296  ___________________________________________________________________
 AN1296* NAD 83(1986)-  28 14 09.     (N)    097 18 10.     (W)     SCALED    
 AN1296* NAVD 88     -        12.95   (+/-2cm)      42.5    (feet)  VERTCON   
 AN1296  ___________________________________________________________________
 AN1296  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN1296
 AN1296  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1296
 AN1296.The horizontal coordinates were scaled from a topographic map and have
 AN1296.an estimated accuracy of +/- 6 seconds.
 AN1296
 AN1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1296.The vertical order pertains to the NGVD 29 superseded value.
 AN1296
 AN1296.The geoid height was determined by GEOID03.
 AN1296
 AN1296;                    North         East    Units  Estimated Accuracy
 AN1296;SPC TXSC     - 4,045,820.      766,580.      MT  (+/- 180 meters Scaled)
 AN1296
 AN1296                          SUPERSEDED SURVEY CONTROL
 AN1296
 AN1296  NGVD 29 (??/??/92)   13.11   (m)           43.0    (f) COMPUTED    1 2
 AN1296
 AN1296.Superseded values are not recommended for survey control.
 AN1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1296.See file dsdata.txt to determine how the superseded data were derived.
 AN1296
 AN1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS665244(NAD 83)
 AN1296_MARKER: DB = BENCH MARK DISK
 AN1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1296_STAMPING: B 604 1942
 AN1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1296+STABILITY: SURFACE MOTION
 AN1296
 AN1296  HISTORY     - Date     Condition        Report By
 AN1296  HISTORY     - 1942     MONUMENTED       CGS
 AN1296  HISTORY     - 1950     GOOD             NGS
 AN1296  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1296  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1296  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1296  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1296
 AN1296                          STATION DESCRIPTION
 AN1296
 AN1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1296'1.6 MI E FROM WOODSBORO.
 AN1296'1.6 MILES EAST ALONG AN ASPHALT ROAD LEADING TO BAYSIDE FROM THE CITY
 AN1296'PARK AT WOODSBORO, REFUGIO COUNTY, AT THE WEST END OF A CURVE WEST OF
 AN1296'THE INTERSECTION OF A DIRT ROAD, 37 FEET NORTH OF THE CENTERLINE OF
 AN1296'THE ROAD, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT NORTH OF
 AN1296'A FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED B 604 1942
 AN1296'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AN1296'GROUND.
 AN1296
 AN1296                          STATION RECOVERY (1973)
 AN1296
 AN1296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1296'MARK NOT FOUND.
 AN1296
 AN1296                          STATION RECOVERY (1978)
 AN1296
 AN1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1296'NOT RECOVERED ON THIS DATE.
 AN1296
 AN1296                          STATION RECOVERY (1988)
 AN1296
 AN1296'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AN1296'MARK NOT FOUND.
 AN1296
 AN1296                          STATION RECOVERY (1999)
 AN1296
 AN1296'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1408 ***********************************************************************
 AN1408  DESIGNATION -  B 605
 AN1408  PID         -  AN1408
 AN1408  STATE/COUNTY-  TX/ARANSAS
 AN1408  USGS QUAD   -  ROCKPORT (1979)
 AN1408
 AN1408                         *CURRENT SURVEY CONTROL
 AN1408  ___________________________________________________________________
 AN1408* NAD 83(1986)-  28 00 05.     (N)    097 04 07.     (W)     SCALED    
 AN1408* NAVD 88     -         1.890  (meters)       6.20   (feet)  ADJUSTED  
 AN1408  ___________________________________________________________________
 AN1408  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN1408  DYNAMIC HT  -           1.887 (meters)       6.19  (feet)  COMP
 AN1408  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 AN1408
 AN1408  VERT ORDER  -  FIRST     CLASS I
 AN1408
 AN1408.The horizontal coordinates were scaled from a topographic map and have
 AN1408.an estimated accuracy of +/- 6 seconds.
 AN1408
 AN1408.The orthometric height was determined by differential leveling
 AN1408.and adjusted by the National Geodetic Survey in June 1991..
 AN1408
 AN1408.The geoid height was determined by GEOID03.
 AN1408
 AN1408.The dynamic height is computed by dividing the NAVD 88
 AN1408.geopotential number by the normal gravity value computed on the
 AN1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1408.degrees latitude (g = 980.6199 gals.).
 AN1408
 AN1408.The modeled gravity was interpolated from observed gravity values.
 AN1408
 AN1408;                    North         East    Units  Estimated Accuracy
 AN1408;SPC TXSC     - 4,020,200.      789,990.      MT  (+/- 180 meters Scaled)
 AN1408
 AN1408                          SUPERSEDED SURVEY CONTROL
 AN1408
 AN1408.No superseded survey control is available for this station.
 AN1408
 AN1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR899988(NAD 83)
 AN1408_MARKER: DB = BENCH MARK DISK
 AN1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1408_SP_SET: CULVERT
 AN1408_STAMPING: B 605 1942
 AN1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1408
 AN1408  HISTORY     - Date     Condition        Report By
 AN1408  HISTORY     - 1942     MONUMENTED       CGS
 AN1408  HISTORY     - 1949     GOOD             NGS
 AN1408  HISTORY     - 1978     GOOD             NGS
 AN1408  HISTORY     - 1987     GOOD             USPSQD
 AN1408  HISTORY     - 1987     GOOD             USPSQD
 AN1408  HISTORY     - 1988     POOR             USPSQD
 AN1408  HISTORY     - 19910720 GOOD             USPSQD
 AN1408
 AN1408                          STATION DESCRIPTION
 AN1408
 AN1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1408'2.0 MI S FROM ROCKPORT.
 AN1408'2.0 MILES SOUTH ALONG STATE HIGHWAY 35 (CITY ROUTE) FROM THE CITY
 AN1408'WATER TOWER AT ROCKPORT, ARANSAS COUNTY, AT THE JUNCTION OF THE MAIN
 AN1408'HIGHWAY, 45 FEET SOUTH OF THE CENTER OF THE JUNCTION, 24 FEET EAST OF
 AN1408'THE CENTERLINE OF THE HIGHWAY, AT A 3-BY-3-FOOT CONCRETE-BOX CULVERT,
 AN1408'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, AND 1 FOOT HIGHER
 AN1408'THAN THE HIGHWAY.  A STANDARD DISKS, STAMPED B 605 1942.
 AN1408
 AN1408                          STATION RECOVERY (1978)
 AN1408
 AN1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1408'RECOVERED IN GOOD CONDITION.
 AN1408
 AN1408                          STATION RECOVERY (1987)
 AN1408
 AN1408'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1408'RECOVERED IN GOOD CONDITION.
 AN1408
 AN1408                          STATION RECOVERY (1987)
 AN1408
 AN1408'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AN1408'RECOVERED IN GOOD CONDITION.
 AN1408
 AN1408                          STATION RECOVERY (1988)
 AN1408
 AN1408'RECOVERY NOTE BY US POWER SQUADRON 1988 (DL)
 AN1408'MARK RECOVERED IN POOR CONDITION.
 AN1408
 AN1408                          STATION RECOVERY (1991)
 AN1408
 AN1408'RECOVERY NOTE BY US POWER SQUADRON 1991 (ARC)
 AN1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0347 ***********************************************************************
 AH0347  DESIGNATION -  B 608
 AH0347  PID         -  AH0347
 AH0347  STATE/COUNTY-  TX/NUECES
 AH0347  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0347
 AH0347                         *CURRENT SURVEY CONTROL
 AH0347  ___________________________________________________________________
 AH0347* NAD 83(1986)-  27 46 23.     (N)    097 24 04.     (W)     SCALED    
 AH0347* NAVD 88     -        10.47   (+/-2cm)      34.4    (feet)  VERTCON   
 AH0347  ___________________________________________________________________
 AH0347  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AH0347
 AH0347  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0347
 AH0347.The horizontal coordinates were scaled from a topographic map and have
 AH0347.an estimated accuracy of +/- 6 seconds.
 AH0347
 AH0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0347.The vertical order pertains to the NGVD 29 superseded value.
 AH0347
 AH0347.The geoid height was determined by GEOID03.
 AH0347
 AH0347;                    North         East    Units  Estimated Accuracy
 AH0347;SPC TX S     - 5,233,850.      408,310.      MT  (+/- 180 meters Scaled)
 AH0347
 AH0347                          SUPERSEDED SURVEY CONTROL
 AH0347
 AH0347  NGVD 29 (??/??/92)   10.656  (m)           34.96   (f) ADJ UNCH    2 0
 AH0347
 AH0347.Superseded values are not recommended for survey control.
 AH0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0347.See file dsdata.txt to determine how the superseded data were derived.
 AH0347
 AH0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR575730(NAD 83)
 AH0347_MARKER: DB = BENCH MARK DISK
 AH0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0347_SP_SET: WALK
 AH0347_STAMPING: B 608 1942
 AH0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0347
 AH0347  HISTORY     - Date     Condition        Report By
 AH0347  HISTORY     - 1942     MONUMENTED       CGS
 AH0347  HISTORY     - 1949     GOOD             NGS
 AH0347  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0347  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0347
 AH0347                          STATION DESCRIPTION
 AH0347
 AH0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0347'IN CORPUS CHRISTI.
 AH0347'AT CORPUS CHRISTI, NUECES COUNTY, AT THE INTERSECTION OF SOUTH STAPLES
 AH0347'STREET, AYERS STREET, AND ALMEDA STREET (KNOWN LOCALLY AS SIX POINTS),
 AH0347'ON THE NORTH SIDE OF LIMERICK FOOD STORE, BETWEEN THE FIRST AND SECOND
 AH0347'WINDOWS, 8 FEET WEST OF THE EAST END OF THE BUILDING, AND IN THE
 AH0347'CONCRETE WALK ON THE SOUTH SIDE OF AYERS STREET.  A STANDARD DISK,
 AH0347'STAMPED B 608 1942.
 AH0347
 AH0347                          STATION RECOVERY (1989)
 AH0347
 AH0347'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AH0347'MARK NOT FOUND.
 AH0347
 AH0347                          STATION RECOVERY (1997)
 AH0347
 AH0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0347'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0347'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0869 ***********************************************************************
 AH0869  DESIGNATION -  B 609
 AH0869  PID         -  AH0869
 AH0869  STATE/COUNTY-  TX/NUECES
 AH0869  USGS QUAD   -  CONCORDIA (1975)
 AH0869
 AH0869                         *CURRENT SURVEY CONTROL
 AH0869  ___________________________________________________________________
 AH0869* NAD 83(1986)-  27 34 32.     (N)    097 39 47.     (W)     SCALED    
 AH0869* NAVD 88     -        11.350  (meters)      37.24   (feet)  ADJUSTED  
 AH0869  ___________________________________________________________________
 AH0869  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AH0869  DYNAMIC HT  -          11.332 (meters)      37.18  (feet)  COMP
 AH0869  MODELED GRAV-     979,109.9   (mgal)                       NAVD 88
 AH0869
 AH0869  VERT ORDER  -  SECOND    CLASS 0
 AH0869
 AH0869.The horizontal coordinates were scaled from a topographic map and have
 AH0869.an estimated accuracy of +/- 6 seconds.
 AH0869
 AH0869.The orthometric height was determined by differential leveling
 AH0869.and adjusted by the National Geodetic Survey in June 1991..
 AH0869
 AH0869.The geoid height was determined by GEOID03.
 AH0869
 AH0869.The dynamic height is computed by dividing the NAVD 88
 AH0869.geopotential number by the normal gravity value computed on the
 AH0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0869.degrees latitude (g = 980.6199 gals.).
 AH0869
 AH0869.The modeled gravity was interpolated from observed gravity values.
 AH0869
 AH0869;                    North         East    Units  Estimated Accuracy
 AH0869;SPC TX S     - 5,211,770.      382,640.      MT  (+/- 180 meters Scaled)
 AH0869
 AH0869                          SUPERSEDED SURVEY CONTROL
 AH0869
 AH0869  NGVD 29 (??/??/92)   11.469  (m)           37.63   (f) ADJ UNCH    2 0
 AH0869
 AH0869.Superseded values are not recommended for survey control.
 AH0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0869.See file dsdata.txt to determine how the superseded data were derived.
 AH0869
 AH0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR319508(NAD 83)
 AH0869_MARKER: DB = BENCH MARK DISK
 AH0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0869_STAMPING: B 609 1942
 AH0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0869+STABILITY: SURFACE MOTION
 AH0869
 AH0869  HISTORY     - Date     Condition        Report By
 AH0869  HISTORY     - 1942     MONUMENTED       CGS
 AH0869  HISTORY     - 1951     GOOD             NGS
 AH0869  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0869
 AH0869                          STATION DESCRIPTION
 AH0869
 AH0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0869'8.8 MI E FROM BISHOP.
 AH0869'3.0 MILES EAST ALONG AN ASPHALT ROAD FROM THE HIGH SCHOOL AT BISHOP,
 AH0869'THENCE 1.0 MILE NORTH ALONG AN ASPHALT ROAD, THENCE 4.8 MILES EAST
 AH0869'ALONG AN ASPHALT ROAD, AT AN INTERSECTION WITH A NORTH AND SOUTH DIRT
 AH0869'ROAD, 66 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST ROAD, 44
 AH0869'FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 19 FEET
 AH0869'SOUTH OF THE CENTER OF A DITCH, SET IN THE TOP OF A CONCRETE POST
 AH0869'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AH0869
 AH0869                          STATION RECOVERY (1969)
 AH0869
 AH0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0610 ***********************************************************************
 AE0610  DESIGNATION -  B 61
 AE0610  PID         -  AE0610
 AE0610  STATE/COUNTY-  TX/STARR
 AE0610  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0610
 AE0610                         *CURRENT SURVEY CONTROL
 AE0610  ___________________________________________________________________
 AE0610* NAD 83(1986)-  26 22 23.     (N)    098 48 25.     (W)     SCALED    
 AE0610* NAVD 88     -        51.755  (meters)     169.80   (feet)  ADJUSTED  
 AE0610  ___________________________________________________________________
 AE0610  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AE0610  DYNAMIC HT  -          51.670 (meters)     169.52  (feet)  COMP
 AE0610  MODELED GRAV-     978,998.3   (mgal)                       NAVD 88
 AE0610
 AE0610  VERT ORDER  -  FIRST     CLASS II
 AE0610
 AE0610.The horizontal coordinates were scaled from a topographic map and have
 AE0610.an estimated accuracy of +/- 6 seconds.
 AE0610
 AE0610.The orthometric height was determined by differential leveling
 AE0610.and adjusted by the National Geodetic Survey in June 1991..
 AE0610
 AE0610.The geoid height was determined by GEOID03.
 AE0610
 AE0610.The dynamic height is computed by dividing the NAVD 88
 AE0610.geopotential number by the normal gravity value computed on the
 AE0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0610.degrees latitude (g = 980.6199 gals.).
 AE0610
 AE0610.The modeled gravity was interpolated from observed gravity values.
 AE0610
 AE0610;                    North         East    Units  Estimated Accuracy
 AE0610;SPC TX S     - 5,078,300.      269,370.      MT  (+/- 180 meters Scaled)
 AE0610
 AE0610                          SUPERSEDED SURVEY CONTROL
 AE0610
 AE0610  NGVD 29 (??/??/92)   51.807  (m)          169.97   (f) ADJ UNCH    1 2
 AE0610
 AE0610.Superseded values are not recommended for survey control.
 AE0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0610.See file dsdata.txt to determine how the superseded data were derived.
 AE0610
 AE0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ192170(NAD 83)
 AE0610_MARKER: DB = BENCH MARK DISK
 AE0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0610_SP_SET: BUILDING
 AE0610_STAMPING: B 61 1918 170.38
 AE0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0610
 AE0610  HISTORY     - Date     Condition        Report By
 AE0610  HISTORY     - 1918     MONUMENTED       CGS
 AE0610  HISTORY     - 1956     GOOD             NGS
 AE0610  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0610
 AE0610                          STATION DESCRIPTION
 AE0610
 AE0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0610'0.6 MI E FROM RIO GRANDE CITY.
 AE0610'0.4 MILE EAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO GRANDE
 AE0610'CITY, THENCE 0.2 MILE SOUTHEAST ALONG AN OILED STREET, AT FORT
 AE0610'RINGGOLD, AT THE SOUTH CORNER OF THE PARADE GROUND, 1.1 FEET SOUTHWEST
 AE0610'OF THE NORTH CORNER OF THE BAND BUILDING WHICH WAS FORMERLY THE POST
 AE0610'HEADQUARTERS BUILDING, 2.3 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN
 AE0610'THE NORTHWEST SIDE OF THE BUILDING.
 AE0610
 AE0610                          STATION RECOVERY (1981)
 AE0610
 AE0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0610'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0387 ***********************************************************************
 AH0387  DESIGNATION -  B 610
 AH0387  PID         -  AH0387
 AH0387  STATE/COUNTY-  TX/NUECES
 AH0387  USGS QUAD   -  OSO CREEK NW (1975)
 AH0387
 AH0387                         *CURRENT SURVEY CONTROL
 AH0387  ___________________________________________________________________
 AH0387* NAD 83(1986)-  27 43 18.     (N)    097 23 55.     (W)     SCALED    
 AH0387* NAVD 88     -         8.442  (meters)      27.70   (feet)  ADJUSTED  
 AH0387  ___________________________________________________________________
 AH0387  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AH0387  DYNAMIC HT  -           8.429 (meters)      27.65  (feet)  COMP
 AH0387  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 AH0387
 AH0387  VERT ORDER  -  SECOND    CLASS 0
 AH0387
 AH0387.The horizontal coordinates were scaled from a topographic map and have
 AH0387.an estimated accuracy of +/- 6 seconds.
 AH0387
 AH0387.The orthometric height was determined by differential leveling
 AH0387.and adjusted by the National Geodetic Survey in June 1991..
 AH0387
 AH0387.The geoid height was determined by GEOID03.
 AH0387
 AH0387.The dynamic height is computed by dividing the NAVD 88
 AH0387.geopotential number by the normal gravity value computed on the
 AH0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0387.degrees latitude (g = 980.6199 gals.).
 AH0387
 AH0387.The modeled gravity was interpolated from observed gravity values.
 AH0387
 AH0387;                    North         East    Units  Estimated Accuracy
 AH0387;SPC TX S     - 5,228,160.      408,610.      MT  (+/- 180 meters Scaled)
 AH0387
 AH0387                          SUPERSEDED SURVEY CONTROL
 AH0387
 AH0387  NGVD 29 (??/??/92)    8.617  (m)           28.27   (f) ADJ UNCH    2 0
 AH0387
 AH0387.Superseded values are not recommended for survey control.
 AH0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0387.See file dsdata.txt to determine how the superseded data were derived.
 AH0387
 AH0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR578673(NAD 83)
 AH0387_MARKER: DB = BENCH MARK DISK
 AH0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0387_SP_SET: CULVERT
 AH0387_STAMPING: B 610 1942
 AH0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0387
 AH0387  HISTORY     - Date     Condition        Report By
 AH0387  HISTORY     - 1942     MONUMENTED       CGS
 AH0387  HISTORY     - 1949     GOOD             NGS
 AH0387  HISTORY     - 1977     GOOD             NGS
 AH0387  HISTORY     - 19910706 MARK NOT FOUND   USPSQD
 AH0387  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0387  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0387
 AH0387                          STATION DESCRIPTION
 AH0387
 AH0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0387'1.2 MI S FROM CORPUS CHRISTI.
 AH0387'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0387'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0387'SOUTH ALONG STATE HIGHWAY 286, AND THENCE 2.0 MILES EAST ALONG
 AH0387'LEXINGTON BOULEVARD (STATE HIGHWAY 358).  AT A ROAD INTERSECTION, 63
 AH0387'FEET WEST OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTH OF AND ABOUT
 AH0387'LEVEL WITH THE CENTER LINE OF THE BOULEVARD, AT A CONCRETE CULVERT,
 AH0387'AND IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL.  A STANDARD
 AH0387'DISK, STAMPED B 610 1942.
 AH0387
 AH0387                          STATION RECOVERY (1977)
 AH0387
 AH0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0387'RECOVERED IN GOOD CONDITION.
 AH0387
 AH0387                          STATION RECOVERY (1991)
 AH0387
 AH0387'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0387'MARK NOT FOUND.
 AH0387
 AH0387                          STATION RECOVERY (1997)
 AH0387
 AH0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0387'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0387'DESTROYED.
 AH0387
 AH0387                          STATION RECOVERY (1997)
 AH0387
 AH0387'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0059 ***********************************************************************
 AH0059  DESIGNATION -  B 611
 AH0059  PID         -  AH0059
 AH0059  STATE/COUNTY-  TX/NUECES
 AH0059  USGS QUAD   -  ROBSTOWN (1975)
 AH0059
 AH0059                         *CURRENT SURVEY CONTROL
 AH0059  ___________________________________________________________________
 AH0059* NAD 83(1986)-  27 47 10.     (N)    097 39 07.     (W)     SCALED    
 AH0059* NAVD 88     -        21.616  (meters)      70.92   (feet)  ADJUSTED  
 AH0059  ___________________________________________________________________
 AH0059  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH0059  DYNAMIC HT  -          21.583 (meters)      70.81  (feet)  COMP
 AH0059  MODELED GRAV-     979,119.1   (mgal)                       NAVD 88
 AH0059
 AH0059  VERT ORDER  -  FIRST     CLASS I
 AH0059
 AH0059.The horizontal coordinates were scaled from a topographic map and have
 AH0059.an estimated accuracy of +/- 6 seconds.
 AH0059
 AH0059.The orthometric height was determined by differential leveling
 AH0059.and adjusted by the National Geodetic Survey in June 1991..
 AH0059.WARNING-Repeat measurements at this control monument indicate possible
 AH0059.vertical movement.
 AH0059
 AH0059.The geoid height was determined by GEOID03.
 AH0059
 AH0059.The dynamic height is computed by dividing the NAVD 88
 AH0059.geopotential number by the normal gravity value computed on the
 AH0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0059.degrees latitude (g = 980.6199 gals.).
 AH0059
 AH0059.The modeled gravity was interpolated from observed gravity values.
 AH0059
 AH0059;                    North         East    Units  Estimated Accuracy
 AH0059;SPC TX S     - 5,235,110.      383,580.      MT  (+/- 180 meters Scaled)
 AH0059
 AH0059                          SUPERSEDED SURVEY CONTROL
 AH0059
 AH0059  NGVD 29 (??/??/92)   21.759  (m)           71.39   (f) ADJ UNCH    1 1
 AH0059
 AH0059.Superseded values are not recommended for survey control.
 AH0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0059.See file dsdata.txt to determine how the superseded data were derived.
 AH0059
 AH0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR328742(NAD 83)
 AH0059_MARKER: DB = BENCH MARK DISK
 AH0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0059_SP_SET: CULVERT
 AH0059_STAMPING: B 611 1942
 AH0059_MARK LOGO: CGS   
 AH0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0059
 AH0059  HISTORY     - Date     Condition        Report By
 AH0059  HISTORY     - 1942     MONUMENTED       CGS
 AH0059  HISTORY     - 1959     GOOD             NGS
 AH0059  HISTORY     - 1968     GOOD             NGS
 AH0059  HISTORY     - 1978     GOOD             NGS
 AH0059  HISTORY     - 1981     GOOD             NGS
 AH0059  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0059
 AH0059                          STATION DESCRIPTION
 AH0059
 AH0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0059'0.6 MI E FROM ROBSTOWN.
 AH0059'0.6 MILE EAST ALONG THE SOUTHERN PACIFIC LINES, FROM THE STATION AT
 AH0059'ROBSTOWN, NUECES COUNTY, 2 POLES EAST OF MILEPOST 146, 8.3 FEET SOUTH
 AH0059'OF THE SOUTH RAIL, 1.5 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP
 AH0059'OF THE SOUTH HEADWALL OF A TRIPLE 48 INCH CONCRETE PIPE CULVERT, 7
 AH0059'FEET EAST OF THE WEST END OF THE HEADWALL.
 AH0059
 AH0059                          STATION RECOVERY (1968)
 AH0059
 AH0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AH0059'RECOVERED IN GOOD CONDITION.
 AH0059
 AH0059                          STATION RECOVERY (1978)
 AH0059
 AH0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0059'RECOVERED IN GOOD CONDITION.
 AH0059
 AH0059                          STATION RECOVERY (1981)
 AH0059
 AH0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0059'RECOVERED THIS DATE.  NOTE-0.3 METERS (1.0 FT) BELOW THE RAILS.
 AH0059
 AH0059                          STATION RECOVERY (2001)
 AH0059
 AH0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0059'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1030 ***********************************************************************
 AH1030  DESIGNATION -  B 613
 AH1030  PID         -  AH1030
 AH1030  STATE/COUNTY-  TX/KLEBERG
 AH1030  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1030
 AH1030                         *CURRENT SURVEY CONTROL
 AH1030  ___________________________________________________________________
 AH1030* NAD 83(1986)-  27 31 57.     (N)    097 56 46.     (W)     SCALED    
 AH1030* NAVD 88     -        29.592  (meters)      97.09   (feet)  ADJUSTED  
 AH1030  ___________________________________________________________________
 AH1030  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH1030  DYNAMIC HT  -          29.546 (meters)      96.94  (feet)  COMP
 AH1030  MODELED GRAV-     979,091.0   (mgal)                       NAVD 88
 AH1030
 AH1030  VERT ORDER  -  SECOND    CLASS 0
 AH1030
 AH1030.The horizontal coordinates were scaled from a topographic map and have
 AH1030.an estimated accuracy of +/- 6 seconds.
 AH1030
 AH1030.The orthometric height was determined by differential leveling
 AH1030.and adjusted by the National Geodetic Survey in June 1991..
 AH1030
 AH1030.The geoid height was determined by GEOID03.
 AH1030
 AH1030.The dynamic height is computed by dividing the NAVD 88
 AH1030.geopotential number by the normal gravity value computed on the
 AH1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1030.degrees latitude (g = 980.6199 gals.).
 AH1030
 AH1030.The modeled gravity was interpolated from observed gravity values.
 AH1030
 AH1030;                    North         East    Units  Estimated Accuracy
 AH1030;SPC TX S     - 5,206,840.      354,710.      MT  (+/- 180 meters Scaled)
 AH1030
 AH1030                          SUPERSEDED SURVEY CONTROL
 AH1030
 AH1030  NGVD 29 (??/??/92)   29.52   (m)           96.9    (f) COMPUTED    2 0
 AH1030
 AH1030.Superseded values are not recommended for survey control.
 AH1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1030.See file dsdata.txt to determine how the superseded data were derived.
 AH1030
 AH1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR040458(NAD 83)
 AH1030_MARKER: DB = BENCH MARK DISK
 AH1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1030_STAMPING: B 613 1942
 AH1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1030+STABILITY: SURFACE MOTION
 AH1030
 AH1030  HISTORY     - Date     Condition        Report By
 AH1030  HISTORY     - 1942     MONUMENTED       CGS
 AH1030
 AH1030                          STATION DESCRIPTION
 AH1030
 AH1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1030'4.2 MI W FROM KINGSVILLE.
 AH1030'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH1030'PROCEED WESTERLY 4.2 MILES ALONG STATE HIGHWAY NO. 141 TO SITE OF
 AH1030'BENCH MARK.  BENCH MARK IS 45.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW
 AH1030'CENTERLINE OF HIGHWAY, 63.0 FEET EAST OF CONCRETE HIGHWAY PROPERTY
 AH1030'LINE MARKER, 0.6 FOOT SOUTH OF HIGHWAY FENCE, 3.0 FEET WEST OF 4 X 4
 AH1030'INCH WOODEN MARKER POST AND MONUMENT PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1031 ***********************************************************************
 AH1031  DESIGNATION -  B 613 RESET 1961
 AH1031  PID         -  AH1031
 AH1031  STATE/COUNTY-  TX/KLEBERG
 AH1031  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1031
 AH1031                         *CURRENT SURVEY CONTROL
 AH1031  ___________________________________________________________________
 AH1031* NAD 83(1986)-  27 31 57.     (N)    097 56 46.     (W)     SCALED    
 AH1031* NAVD 88     -        29.70   (meters)      97.4    (feet)  RESET     
 AH1031  ___________________________________________________________________
 AH1031  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH1031
 AH1031  VERT ORDER  -  THIRD
 AH1031
 AH1031.The horizontal coordinates were scaled from a topographic map and have
 AH1031.an estimated accuracy of +/- 6 seconds.
 AH1031
 AH1031.The orthometric height was computed from unverified reset data.
 AH1031
 AH1031.The geoid height was determined by GEOID03.
 AH1031
 AH1031;                    North         East    Units  Estimated Accuracy
 AH1031;SPC TX S     - 5,206,840.      354,710.      MT  (+/- 180 meters Scaled)
 AH1031
 AH1031                          SUPERSEDED SURVEY CONTROL
 AH1031
 AH1031  NGVD 29 (??/??/??)   29.79   (m)           97.7    (f) RESET       3  
 AH1031
 AH1031.Superseded values are not recommended for survey control.
 AH1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1031.See file dsdata.txt to determine how the superseded data were derived.
 AH1031
 AH1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR040458(NAD 83)
 AH1031_MARKER: DB = BENCH MARK DISK
 AH1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1031_STAMPING: B 613 RESET 1961
 AH1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1031+STABILITY: SURFACE MOTION
 AH1031
 AH1031  HISTORY     - Date     Condition        Report By
 AH1031  HISTORY     - 1961     MONUMENTED       TXHD
 AH1031  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH1031
 AH1031                          STATION DESCRIPTION
 AH1031
 AH1031'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AH1031'5.1 MI W FROM KINGSVILLE.
 AH1031'THIS MARK IS LOCATED ABOUT 5.1 MILES WEST ALONG STATE HIGHWAY 141 FROM
 AH1031'THE MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE, 60 FEET NORTH OF
 AH1031'CENTERLINE STATION 270+00, 2 FEET EAST OF R.O.W. MARKER, 1 FOOT SOUTH
 AH1031'OF FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AH1031'FOOT ABOVE GROUND.
 AH1031
 AH1031                          STATION RECOVERY (1975)
 AH1031
 AH1031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0681 ***********************************************************************
 AH0681  DESIGNATION -  B 615
 AH0681  PID         -  AH0681
 AH0681  STATE/COUNTY-  TX/BROOKS
 AH0681  USGS QUAD   -  LA PALOMA RANCH (1979)
 AH0681
 AH0681                         *CURRENT SURVEY CONTROL
 AH0681  ___________________________________________________________________
 AH0681* NAD 83(1986)-  27 09 37.     (N)    097 59 52.     (W)     SCALED    
 AH0681* NAVD 88     -        23.428  (meters)      76.86   (feet)  ADJUSTED  
 AH0681  ___________________________________________________________________
 AH0681  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH0681  DYNAMIC HT  -          23.391 (meters)      76.74  (feet)  COMP
 AH0681  MODELED GRAV-     979,075.1   (mgal)                       NAVD 88
 AH0681
 AH0681  VERT ORDER  -  SECOND    CLASS 0
 AH0681
 AH0681.The horizontal coordinates were scaled from a topographic map and have
 AH0681.an estimated accuracy of +/- 6 seconds.
 AH0681
 AH0681.The orthometric height was determined by differential leveling
 AH0681.and adjusted by the National Geodetic Survey in June 1991..
 AH0681
 AH0681.The geoid height was determined by GEOID03.
 AH0681
 AH0681.The dynamic height is computed by dividing the NAVD 88
 AH0681.geopotential number by the normal gravity value computed on the
 AH0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0681.degrees latitude (g = 980.6199 gals.).
 AH0681
 AH0681.The modeled gravity was interpolated from observed gravity values.
 AH0681
 AH0681;                    North         East    Units  Estimated Accuracy
 AH0681;SPC TX S     - 5,165,580.      349,770.      MT  (+/- 180 meters Scaled)
 AH0681
 AH0681                          SUPERSEDED SURVEY CONTROL
 AH0681
 AH0681  NGVD 29 (??/??/92)   23.535  (m)           77.21   (f) ADJ UNCH    2 0
 AH0681
 AH0681.Superseded values are not recommended for survey control.
 AH0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0681.See file dsdata.txt to determine how the superseded data were derived.
 AH0681
 AH0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR992045(NAD 83)
 AH0681_MARKER: DB = BENCH MARK DISK
 AH0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0681_STAMPING: B 615 1942
 AH0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0681+STABILITY: SURFACE MOTION
 AH0681
 AH0681  HISTORY     - Date     Condition        Report By
 AH0681  HISTORY     - 1942     MONUMENTED       CGS
 AH0681  HISTORY     - 1975     GOOD             USGS
 AH0681
 AH0681                          STATION DESCRIPTION
 AH0681
 AH0681'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0681'5.4 MI E FROM FALFURRIAS.
 AH0681'ABOUT 5.4 MILES EAST ALONG STATE HIGHWAY 285 FROM THE COURTHOUSE AT
 AH0681'FALFURRIAS, THEN SOUTH ON FARM AND MARKET ROAD 2191 FOR 2.0 MILES,
 AH0681'TURN EAST ON A RANCH ROAD AND CONTINUE 3.75 MILES TO A RIGHT ANGLE
 AH0681'BEND SOUTH, GO SOUTH 2.6 MILES ON TRACK ROAD, THEN EAST 0.3 MILE TO A
 AH0681'N-S FENCE.  BM IS 150 FT. NORTH AT A FENCE JUNCTION.  A STANDARD DISK
 AH0681'IN A CONCRETE POST 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0497 ***********************************************************************
 AH0497  DESIGNATION -  B 616
 AH0497  PID         -  AH0497
 AH0497  STATE/COUNTY-  TX/KENEDY
 AH0497  USGS QUAD   -  SARITA (1979)
 AH0497
 AH0497                         *CURRENT SURVEY CONTROL
 AH0497  ___________________________________________________________________
 AH0497* NAD 83(1986)-  27 14 28.     (N)    097 48 02.     (W)     SCALED    
 AH0497* NAVD 88     -        11.483  (meters)      37.67   (feet)  ADJUSTED  
 AH0497  ___________________________________________________________________
 AH0497  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AH0497  DYNAMIC HT  -          11.465 (meters)      37.61  (feet)  COMP
 AH0497  MODELED GRAV-     979,091.8   (mgal)                       NAVD 88
 AH0497
 AH0497  VERT ORDER  -  FIRST     CLASS II
 AH0497
 AH0497.The horizontal coordinates were scaled from a topographic map and have
 AH0497.an estimated accuracy of +/- 6 seconds.
 AH0497
 AH0497.The orthometric height was determined by differential leveling
 AH0497.and adjusted by the National Geodetic Survey in June 1991..
 AH0497
 AH0497.The geoid height was determined by GEOID03.
 AH0497
 AH0497.The dynamic height is computed by dividing the NAVD 88
 AH0497.geopotential number by the normal gravity value computed on the
 AH0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0497.degrees latitude (g = 980.6199 gals.).
 AH0497
 AH0497.The modeled gravity was interpolated from observed gravity values.
 AH0497
 AH0497;                    North         East    Units  Estimated Accuracy
 AH0497;SPC TX S     - 5,174,630.      369,270.      MT  (+/- 180 meters Scaled)
 AH0497
 AH0497                          SUPERSEDED SURVEY CONTROL
 AH0497
 AH0497  NGVD 29 (??/??/92)   11.579  (m)           37.99   (f) ADJ UNCH    1 2
 AH0497
 AH0497.Superseded values are not recommended for survey control.
 AH0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0497.See file dsdata.txt to determine how the superseded data were derived.
 AH0497
 AH0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR187137(NAD 83)
 AH0497_MARKER: DB = BENCH MARK DISK
 AH0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0497_STAMPING: B 616 1942
 AH0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0497+STABILITY: SURFACE MOTION
 AH0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0497+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0497
 AH0497  HISTORY     - Date     Condition        Report By
 AH0497  HISTORY     - 1942     MONUMENTED       CGS
 AH0497  HISTORY     - 1974     GOOD             USGS
 AH0497  HISTORY     - 20040204 GOOD             USPSQD
 AH0497
 AH0497                          STATION DESCRIPTION
 AH0497
 AH0497'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 AH0497'0.9 MI N FROM SARITA.
 AH0497'0.9 MILE NORTH OF THE INTERSECTION OF US. HIGHWAY 77 AND THE EAST-WEST
 AH0497'ROAD CROSSING AT SARITA THEN 0.35 MILE WEST ACROSS RR TRACK, THEN NW
 AH0497'0.45 MILE ALONG WEST SIDE OF RR ROW, JUST NORTH OF A PERENNIAL POND,
 AH0497'20.5 FEET NORTH OF THE THIRD POLE NORTH OF MILEPOST 99, 42.3 FEET WEST
 AH0497'OF THE CENTERLINE OF THE TRACK, 7.3 FEET EAST OF ROW FENCE. A DISK SET
 AH0497'IN THE TOP OF A CONCRETE POST 0.7 FEET ABOVE GROUND.
 AH0497
 AH0497                          STATION RECOVERY (2004)
 AH0497
 AH0497'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0241 ***********************************************************************
 AE0241  DESIGNATION -  B 617
 AE0241  PID         -  AE0241
 AE0241  STATE/COUNTY-  TX/BROOKS
 AE0241  USGS QUAD   -  SAN TOMAS CAMP (1982)
 AE0241
 AE0241                         *CURRENT SURVEY CONTROL
 AE0241  ___________________________________________________________________
 AE0241* NAD 83(1986)-  26 55 26.     (N)    098 03 16.     (W)     SCALED    
 AE0241* NAVD 88     -        24.496  (meters)      80.37   (feet)  ADJUSTED  
 AE0241  ___________________________________________________________________
 AE0241  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AE0241  DYNAMIC HT  -          24.457 (meters)      80.24  (feet)  COMP
 AE0241  MODELED GRAV-     979,057.7   (mgal)                       NAVD 88
 AE0241
 AE0241  VERT ORDER  -  SECOND    CLASS 0
 AE0241
 AE0241.The horizontal coordinates were scaled from a topographic map and have
 AE0241.an estimated accuracy of +/- 6 seconds.
 AE0241
 AE0241.The orthometric height was determined by differential leveling
 AE0241.and adjusted by the National Geodetic Survey in June 1991..
 AE0241
 AE0241.The geoid height was determined by GEOID03.
 AE0241
 AE0241.The dynamic height is computed by dividing the NAVD 88
 AE0241.geopotential number by the normal gravity value computed on the
 AE0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0241.degrees latitude (g = 980.6199 gals.).
 AE0241
 AE0241.The modeled gravity was interpolated from observed gravity values.
 AE0241
 AE0241;                    North         East    Units  Estimated Accuracy
 AE0241;SPC TX S     - 5,139,370.      344,250.      MT  (+/- 180 meters Scaled)
 AE0241
 AE0241                          SUPERSEDED SURVEY CONTROL
 AE0241
 AE0241  NGVD 29 (??/??/92)   24.594  (m)           80.69   (f) ADJ UNCH    2 0
 AE0241
 AE0241.Superseded values are not recommended for survey control.
 AE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0241.See file dsdata.txt to determine how the superseded data were derived.
 AE0241
 AE0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ938783(NAD 83)
 AE0241_MARKER: DB = BENCH MARK DISK
 AE0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0241_STAMPING: B 617 1942
 AE0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0241+STABILITY: SURFACE MOTION
 AE0241
 AE0241  HISTORY     - Date     Condition        Report By
 AE0241  HISTORY     - 1942     MONUMENTED       CGS
 AE0241  HISTORY     - 1962     GOOD             USGS
 AE0241
 AE0241                          STATION DESCRIPTION
 AE0241
 AE0241'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0241'8.9 MI NE FROM ENCINO.
 AE0241'0.8 MILE NORTH ALONG U.S. HWY. 281 FROM THE SCHOOL HOUSE AT ENCINO CO.
 AE0241'THENCE 5.9 MILES NORTHEAST ALONG THE KING RANCH RD. THENCE 1.9 MILES
 AE0241'SOUTH TO T. RD. EAST THENCE 0.3 MILE EAST 100 FEET NORTH OF RD. A STD.
 AE0241'DISK SET IN A CONCRETE POST PROJECTING 0.5 FEET AND STAMPED B 617
 AE0241'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1131 ***********************************************************************
 AB1131  DESIGNATION -  B 619
 AB1131  PID         -  AB1131
 AB1131  STATE/COUNTY-  TX/KENEDY
 AB1131  USGS QUAD   -  ANDREA RANCH (1982)
 AB1131
 AB1131                         *CURRENT SURVEY CONTROL
 AB1131  ___________________________________________________________________
 AB1131* NAD 83(1986)-  26 44 38.     (N)    097 55 06.     (W)     SCALED    
 AB1131* NAVD 88     -        12.177  (meters)      39.95   (feet)  ADJUSTED  
 AB1131  ___________________________________________________________________
 AB1131  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AB1131  DYNAMIC HT  -          12.157 (meters)      39.89  (feet)  COMP
 AB1131  MODELED GRAV-     979,056.6   (mgal)                       NAVD 88
 AB1131
 AB1131  VERT ORDER  -  SECOND    CLASS 0
 AB1131
 AB1131.The horizontal coordinates were scaled from a topographic map and have
 AB1131.an estimated accuracy of +/- 6 seconds.
 AB1131
 AB1131.The orthometric height was determined by differential leveling
 AB1131.and adjusted by the National Geodetic Survey in June 1991..
 AB1131
 AB1131.The geoid height was determined by GEOID03.
 AB1131
 AB1131.The dynamic height is computed by dividing the NAVD 88
 AB1131.geopotential number by the normal gravity value computed on the
 AB1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1131.degrees latitude (g = 980.6199 gals.).
 AB1131
 AB1131.The modeled gravity was interpolated from observed gravity values.
 AB1131
 AB1131;                    North         East    Units  Estimated Accuracy
 AB1131;SPC TX S     - 5,119,480.      357,860.      MT  (+/- 180 meters Scaled)
 AB1131
 AB1131                          SUPERSEDED SURVEY CONTROL
 AB1131
 AB1131  NGVD 29 (??/??/92)   12.270  (m)           40.26   (f) ADJ UNCH    2 0
 AB1131
 AB1131.Superseded values are not recommended for survey control.
 AB1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1131.See file dsdata.txt to determine how the superseded data were derived.
 AB1131
 AB1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ075585(NAD 83)
 AB1131_MARKER: DB = BENCH MARK DISK
 AB1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1131_STAMPING: B 619 1942
 AB1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1131+STABILITY: SURFACE MOTION
 AB1131
 AB1131  HISTORY     - Date     Condition        Report By
 AB1131  HISTORY     - 1942     MONUMENTED       CGS
 AB1131
 AB1131                          STATION DESCRIPTION
 AB1131
 AB1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1131'10.0 MI W FROM NORRIAS.
 AB1131'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1131'PROCEED 9.8 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1131'MARK.  BENCH MARK IS AT THE SOUTH EDGE OF A SMALL KNOLL IN PASTURE OF
 AB1131'THE SANTA FE RANCH, 21.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AB1131'CENTERLINE OF THE ROAD AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AB1131'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1114 ***********************************************************************
 AB1114  DESIGNATION -  B 620
 AB1114  PID         -  AB1114
 AB1114  STATE/COUNTY-  TX/BROOKS
 AB1114  USGS QUAD   -  JULIAN (1982)
 AB1114
 AB1114                         *CURRENT SURVEY CONTROL
 AB1114  ___________________________________________________________________
 AB1114* NAD 83(1986)-  26 47 46.     (N)    097 59 21.     (W)     SCALED    
 AB1114* NAVD 88     -        14.144  (meters)      46.40   (feet)  ADJUSTED  
 AB1114  ___________________________________________________________________
 AB1114  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AB1114  DYNAMIC HT  -          14.121 (meters)      46.33  (feet)  COMP
 AB1114  MODELED GRAV-     979,055.1   (mgal)                       NAVD 88
 AB1114
 AB1114  VERT ORDER  -  SECOND    CLASS 0
 AB1114
 AB1114.The horizontal coordinates were scaled from a topographic map and have
 AB1114.an estimated accuracy of +/- 6 seconds.
 AB1114
 AB1114.The orthometric height was determined by differential leveling
 AB1114.and adjusted by the National Geodetic Survey in June 1991..
 AB1114
 AB1114.The geoid height was determined by GEOID03.
 AB1114
 AB1114.The dynamic height is computed by dividing the NAVD 88
 AB1114.geopotential number by the normal gravity value computed on the
 AB1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1114.degrees latitude (g = 980.6199 gals.).
 AB1114
 AB1114.The modeled gravity was interpolated from observed gravity values.
 AB1114
 AB1114;                    North         East    Units  Estimated Accuracy
 AB1114;SPC TX S     - 5,125,240.      350,790.      MT  (+/- 180 meters Scaled)
 AB1114
 AB1114                          SUPERSEDED SURVEY CONTROL
 AB1114
 AB1114  NGVD 29 (??/??/92)   14.241  (m)           46.72   (f) ADJ UNCH    2 0
 AB1114
 AB1114.Superseded values are not recommended for survey control.
 AB1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1114.See file dsdata.txt to determine how the superseded data were derived.
 AB1114
 AB1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ004642(NAD 83)
 AB1114_MARKER: DB = BENCH MARK DISK
 AB1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1114_STAMPING: B 620 1942
 AB1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1114+STABILITY: SURFACE MOTION
 AB1114
 AB1114  HISTORY     - Date     Condition        Report By
 AB1114  HISTORY     - 1942     MONUMENTED       CGS
 AB1114  HISTORY     - 1954     GOOD             USGS
 AB1114
 AB1114                          STATION DESCRIPTION
 AB1114
 AB1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1114'19.8 MI SE FROM ENCINO.
 AB1114'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AB1114'U.S. HIGHWAY NO.281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AB1114'THENCE, GO 9.7 MILES EASTERLY ALONG RANCH ROAD TO INTERSECTION OF
 AB1114'RANCH ROAD LEADING SOUTH.  THENCE, GO 9.6 MILES SOUTHERLY ALONG RANCH
 AB1114'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS IN PASTURE, ABOUT
 AB1114'2.6 MILES SOUTH OF CUATRO ESCUINAS WELL ON THE KING RANCH AND 24.0
 AB1114'FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AB1114'THE ROAD.  IT IS 12.0 FEET NORTH OF A MESQUITE TREE AND 3.0 FEET EAST
 AB1114'OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.3 FOOT.
 AB1114
 AB1114                          STATION RECOVERY (1954)
 AB1114
 AB1114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0350 ***********************************************************************
 AJ0350  DESIGNATION -  B 621
 AJ0350  PID         -  AJ0350
 AJ0350  STATE/COUNTY-  TX/DUVAL
 AJ0350  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0350
 AJ0350                         *CURRENT SURVEY CONTROL
 AJ0350  ___________________________________________________________________
 AJ0350* NAD 83(1986)-  27 22 25.     (N)    098 16 20.     (W)     SCALED    
 AJ0350* NAVD 88     -        74.256  (meters)     243.62   (feet)  ADJUSTED  
 AJ0350  ___________________________________________________________________
 AJ0350  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AJ0350  DYNAMIC HT  -          74.139 (meters)     243.24  (feet)  COMP
 AJ0350  MODELED GRAV-     979,070.5   (mgal)                       NAVD 88
 AJ0350
 AJ0350  VERT ORDER  -  SECOND    CLASS 0
 AJ0350
 AJ0350.The horizontal coordinates were scaled from a topographic map and have
 AJ0350.an estimated accuracy of +/- 6 seconds.
 AJ0350
 AJ0350.The orthometric height was determined by differential leveling
 AJ0350.and adjusted by the National Geodetic Survey in June 1991..
 AJ0350
 AJ0350.The geoid height was determined by GEOID03.
 AJ0350
 AJ0350.The dynamic height is computed by dividing the NAVD 88
 AJ0350.geopotential number by the normal gravity value computed on the
 AJ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0350.degrees latitude (g = 980.6199 gals.).
 AJ0350
 AJ0350.The modeled gravity was interpolated from observed gravity values.
 AJ0350
 AJ0350;                    North         East    Units  Estimated Accuracy
 AJ0350;SPC TX S     - 5,189,140.      322,530.      MT  (+/- 180 meters Scaled)
 AJ0350
 AJ0350                          SUPERSEDED SURVEY CONTROL
 AJ0350
 AJ0350  NGVD 29 (??/??/92)   74.35   (m)          243.9    (f) COMPUTED    2 0
 AJ0350
 AJ0350.Superseded values are not recommended for survey control.
 AJ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0350.See file dsdata.txt to determine how the superseded data were derived.
 AJ0350
 AJ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR719280(NAD 83)
 AJ0350_MARKER: DB = BENCH MARK DISK
 AJ0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0350_STAMPING: B 621 1942
 AJ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0350+STABILITY: SURFACE MOTION
 AJ0350
 AJ0350  HISTORY     - Date     Condition        Report By
 AJ0350  HISTORY     - 1942     MONUMENTED       CGS
 AJ0350  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0350
 AJ0350                          STATION DESCRIPTION
 AJ0350
 AJ0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0350'12.5 MI W FROM PREMONT.
 AJ0350'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0350'PROCEED 0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TO
 AJ0350'INTERSECTION OF TRACK ROAD LEADING WESTERLY.  THENCE, GO 11.0 MILES
 AJ0350'WEST ALONG TRACK ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO 1.0
 AJ0350'MILE SOUTH ALONG ROAD TOWARDS COPITA TO THE SITE OF THE BENCH MARK.
 AJ0350'BENCH MARK IS ABOUT 0.2 MILE NORTH OF INTERSECTION OF LANE LEADING TO
 AJ0350'FARM HOUSE, 27.0 FEET EAST OF THE CENTERLINE OF THE CENTERLINE OF THE
 AJ0350'ROAD, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AJ0350'EAST OF FENCE.  THE MONUMENT PROJECTS 0.3 FOOT.
 AJ0350
 AJ0350                          STATION RECOVERY (1962)
 AJ0350
 AJ0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0373 ***********************************************************************
 AJ0373  DESIGNATION -  B 622
 AJ0373  PID         -  AJ0373
 AJ0373  STATE/COUNTY-  TX/DUVAL
 AJ0373  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0373
 AJ0373                         *CURRENT SURVEY CONTROL
 AJ0373  ___________________________________________________________________
 AJ0373* NAD 83(1986)-  27 24 16.     (N)    098 24 17.     (W)     SCALED    
 AJ0373* NAVD 88     -       102.811  (meters)     337.31   (feet)  ADJUSTED  
 AJ0373  ___________________________________________________________________
 AJ0373  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AJ0373  DYNAMIC HT  -         102.649 (meters)     336.77  (feet)  COMP
 AJ0373  MODELED GRAV-     979,068.3   (mgal)                       NAVD 88
 AJ0373
 AJ0373  VERT ORDER  -  SECOND    CLASS 0
 AJ0373
 AJ0373.The horizontal coordinates were scaled from a topographic map and have
 AJ0373.an estimated accuracy of +/- 6 seconds.
 AJ0373
 AJ0373.The orthometric height was determined by differential leveling
 AJ0373.and adjusted by the National Geodetic Survey in June 1991..
 AJ0373
 AJ0373.The geoid height was determined by GEOID03.
 AJ0373
 AJ0373.The dynamic height is computed by dividing the NAVD 88
 AJ0373.geopotential number by the normal gravity value computed on the
 AJ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0373.degrees latitude (g = 980.6199 gals.).
 AJ0373
 AJ0373.The modeled gravity was interpolated from observed gravity values.
 AJ0373
 AJ0373;                    North         East    Units  Estimated Accuracy
 AJ0373;SPC TX S     - 5,192,540.      309,420.      MT  (+/- 180 meters Scaled)
 AJ0373
 AJ0373                          SUPERSEDED SURVEY CONTROL
 AJ0373
 AJ0373  NGVD 29 (??/??/92)  102.899  (m)          337.59   (f) ADJ UNCH    2 0
 AJ0373
 AJ0373.Superseded values are not recommended for survey control.
 AJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0373.See file dsdata.txt to determine how the superseded data were derived.
 AJ0373
 AJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR588313(NAD 83)
 AJ0373_MARKER: DB = BENCH MARK DISK
 AJ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0373_STAMPING: B 622 1942
 AJ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0373+STABILITY: SURFACE MOTION
 AJ0373
 AJ0373  HISTORY     - Date     Condition        Report By
 AJ0373  HISTORY     - 1942     MONUMENTED       CGS
 AJ0373  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0373
 AJ0373                          STATION DESCRIPTION
 AJ0373
 AJ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0373'16.0 MI S FROM BENAVIDES.
 AJ0373'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AJ0373'BENAVIDES-- PROCEED 11.6 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339
 AJ0373'TO CURVE.  THENCE, GO 0.5 MILE WEST ALONG DIRT ROAD TO CURVE. THENCE,
 AJ0373'GO 3.9 MILES SOUTHERLY ALONG ROAD TO SITE OF BENCH MARK. BENCH MARK IS
 AJ0373'AT THE INTERSECTION OF CROSSROAD, 24.0 FEET EAST OF THE CENTERLINE OF
 AJ0373'THE ROAD AND 21.0 FEET NORTH OF THE CENTERLINE OF THE CROSSROAD. IT IS
 AJ0373'2.0 FEET NORTH OF A FENCE CORNER AND 3.0 FEET SOUTH OF A 4X4-INCH
 AJ0373'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0373
 AJ0373                          STATION RECOVERY (1968)
 AJ0373
 AJ0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0386 ***********************************************************************
 AJ0386  DESIGNATION -  B 623
 AJ0386  PID         -  AJ0386
 AJ0386  STATE/COUNTY-  TX/DUVAL
 AJ0386  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0386
 AJ0386                         *CURRENT SURVEY CONTROL
 AJ0386  ___________________________________________________________________
 AJ0386* NAD 83(1986)-  27 24 50.     (N)    098 28 26.     (W)     SCALED    
 AJ0386* NAVD 88     -       123.550  (meters)     405.35   (feet)  ADJUSTED  
 AJ0386  ___________________________________________________________________
 AJ0386  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AJ0386  DYNAMIC HT  -         123.355 (meters)     404.71  (feet)  COMP
 AJ0386  MODELED GRAV-     979,063.4   (mgal)                       NAVD 88
 AJ0386
 AJ0386  VERT ORDER  -  SECOND    CLASS 0
 AJ0386
 AJ0386.The horizontal coordinates were scaled from a topographic map and have
 AJ0386.an estimated accuracy of +/- 6 seconds.
 AJ0386
 AJ0386.The orthometric height was determined by differential leveling
 AJ0386.and adjusted by the National Geodetic Survey in June 1991..
 AJ0386
 AJ0386.The geoid height was determined by GEOID03.
 AJ0386
 AJ0386.The dynamic height is computed by dividing the NAVD 88
 AJ0386.geopotential number by the normal gravity value computed on the
 AJ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0386.degrees latitude (g = 980.6199 gals.).
 AJ0386
 AJ0386.The modeled gravity was interpolated from observed gravity values.
 AJ0386
 AJ0386;                    North         East    Units  Estimated Accuracy
 AJ0386;SPC TX S     - 5,193,580.      302,580.      MT  (+/- 180 meters Scaled)
 AJ0386
 AJ0386                          SUPERSEDED SURVEY CONTROL
 AJ0386
 AJ0386  NGVD 29 (??/??/92)  123.62   (m)          405.6    (f) COMPUTED    2 0
 AJ0386
 AJ0386.Superseded values are not recommended for survey control.
 AJ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0386.See file dsdata.txt to determine how the superseded data were derived.
 AJ0386
 AJ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR520323(NAD 83)
 AJ0386_MARKER: DB = BENCH MARK DISK
 AJ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0386_STAMPING: B 623 1942
 AJ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0386+STABILITY: SURFACE MOTION
 AJ0386
 AJ0386  HISTORY     - Date     Condition        Report By
 AJ0386  HISTORY     - 1942     MONUMENTED       CGS
 AJ0386  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0386
 AJ0386                          STATION DESCRIPTION
 AJ0386
 AJ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0386'5.8 MI SE FROM REALITOS.
 AJ0386'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT REALITOS--
 AJ0386'PROCEED 1.2 MILES SOUTHEAST ALONG ROAD TO INTERSECTION OF ROAD LEADING
 AJ0386'EAST.  THENCE, GO 2.3 MILES EASTERLY ALONG TRACK ROAD TO SHARP CURVE.
 AJ0386'THENCE, GO 1.2 MILES SOUTH TO INTERSECTION OF CROSSROAD. THENCE, GO
 AJ0386'1.1 MILES EASTERLY ALONG ROAD TO THE SITE OF THE BENCH MARK. BENCH
 AJ0386'MARK IS ABOUT 400.0 FEET NORTHEAST OF AN ABANDONED FARM HOUSE, 21.0
 AJ0386'FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 4.0 FEET WEST OF A FENCE
 AJ0386'CORNER.  IT IS 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 2.0
 AJ0386'FEET SOUTH OF FENCE, THE MONUMENT PROJECTS 0.6 FOOT.
 AJ0386
 AJ0386                          STATION RECOVERY (1968)
 AJ0386
 AJ0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0246 ***********************************************************************
 AJ0246  DESIGNATION -  B 624
 AJ0246  PID         -  AJ0246
 AJ0246  STATE/COUNTY-  TX/JIM WELLS
 AJ0246  USGS QUAD   -  PREMONT EAST (1963)
 AJ0246
 AJ0246                         *CURRENT SURVEY CONTROL
 AJ0246  ___________________________________________________________________
 AJ0246* NAD 83(1986)-  27 21 13.     (N)    098 07 25.     (W)     SCALED    
 AJ0246* NAVD 88     -        48.461  (meters)     158.99   (feet)  ADJUSTED  
 AJ0246  ___________________________________________________________________
 AJ0246  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AJ0246  DYNAMIC HT  -          48.385 (meters)     158.74  (feet)  COMP
 AJ0246  MODELED GRAV-     979,074.3   (mgal)                       NAVD 88
 AJ0246
 AJ0246  VERT ORDER  -  SECOND    CLASS 0
 AJ0246
 AJ0246.The horizontal coordinates were scaled from a topographic map and have
 AJ0246.an estimated accuracy of +/- 6 seconds.
 AJ0246
 AJ0246.The orthometric height was determined by differential leveling
 AJ0246.and adjusted by the National Geodetic Survey in June 1991..
 AJ0246
 AJ0246.The geoid height was determined by GEOID03.
 AJ0246
 AJ0246.The dynamic height is computed by dividing the NAVD 88
 AJ0246.geopotential number by the normal gravity value computed on the
 AJ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0246.degrees latitude (g = 980.6199 gals.).
 AJ0246
 AJ0246.The modeled gravity was interpolated from observed gravity values.
 AJ0246
 AJ0246;                    North         East    Units  Estimated Accuracy
 AJ0246;SPC TX S     - 5,186,960.      337,240.      MT  (+/- 180 meters Scaled)
 AJ0246
 AJ0246                          SUPERSEDED SURVEY CONTROL
 AJ0246
 AJ0246  NGVD 29 (??/??/92)   48.565  (m)          159.33   (f) ADJ UNCH    2 0
 AJ0246
 AJ0246.Superseded values are not recommended for survey control.
 AJ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0246.See file dsdata.txt to determine how the superseded data were derived.
 AJ0246
 AJ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR866259(NAD 83)
 AJ0246_MARKER: DB = BENCH MARK DISK
 AJ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0246_STAMPING: B 624 1942
 AJ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0246+STABILITY: SURFACE MOTION
 AJ0246
 AJ0246  HISTORY     - Date     Condition        Report By
 AJ0246  HISTORY     - 1942     MONUMENTED       CGS
 AJ0246  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0246
 AJ0246                          STATION DESCRIPTION
 AJ0246
 AJ0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0246'0.4 MI S FROM PREMONT.
 AJ0246'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0246'PROCEED 0.4 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TO
 AJ0246'INTERSECTION OF ROAD LEADING WEST AND SITE OF THE BENCH MARK.  BENCH
 AJ0246'MARK IS 48.0 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY NO. 281,
 AJ0246'42.0 FEET WEST OF THE CENTERLINE OF THE TRACKS AND 36.0 FEET NORTH OF
 AJ0246'THE CENTERLINE OF SIDE ROAD.  IT IS 5.0 FEET NORTH OF A TELEPHONE POLE
 AJ0246'AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AJ0246'PROJECTS 0.4 FOOT.
 AJ0246
 AJ0246                          STATION RECOVERY (1963)
 AJ0246
 AJ0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0519 ***********************************************************************
 AJ0519  DESIGNATION -  B 626
 AJ0519  PID         -  AJ0519
 AJ0519  STATE/COUNTY-  TX/JIM HOGG
 AJ0519  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0519
 AJ0519                         *CURRENT SURVEY CONTROL
 AJ0519  ___________________________________________________________________
 AJ0519* NAD 83(1986)-  27 10 57.     (N)    098 30 50.     (W)     SCALED    
 AJ0519* NAVD 88     -       124.722  (meters)     409.19   (feet)  ADJUSTED  
 AJ0519  ___________________________________________________________________
 AJ0519  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AJ0519  DYNAMIC HT  -         124.522 (meters)     408.54  (feet)  COMP
 AJ0519  MODELED GRAV-     979,047.8   (mgal)                       NAVD 88
 AJ0519
 AJ0519  VERT ORDER  -  SECOND    CLASS 0
 AJ0519
 AJ0519.The horizontal coordinates were scaled from a topographic map and have
 AJ0519.an estimated accuracy of +/- 6 seconds.
 AJ0519
 AJ0519.The orthometric height was determined by differential leveling
 AJ0519.and adjusted by the National Geodetic Survey in June 1991..
 AJ0519
 AJ0519.The geoid height was determined by GEOID03.
 AJ0519
 AJ0519.The dynamic height is computed by dividing the NAVD 88
 AJ0519.geopotential number by the normal gravity value computed on the
 AJ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0519.degrees latitude (g = 980.6199 gals.).
 AJ0519
 AJ0519.The modeled gravity was interpolated from observed gravity values.
 AJ0519
 AJ0519;                    North         East    Units  Estimated Accuracy
 AJ0519;SPC TX S     - 5,167,940.      298,620.      MT  (+/- 180 meters Scaled)
 AJ0519
 AJ0519                          SUPERSEDED SURVEY CONTROL
 AJ0519
 AJ0519  NGVD 29 (??/??/92)  124.775  (m)          409.37   (f) ADJ UNCH    2 0
 AJ0519
 AJ0519.Superseded values are not recommended for survey control.
 AJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0519.See file dsdata.txt to determine how the superseded data were derived.
 AJ0519
 AJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR481067(NAD 83)
 AJ0519_MARKER: DB = BENCH MARK DISK
 AJ0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0519_STAMPING: B 626 1942
 AJ0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0519+STABILITY: SURFACE MOTION
 AJ0519
 AJ0519  HISTORY     - Date     Condition        Report By
 AJ0519  HISTORY     - 1942     MONUMENTED       CGS
 AJ0519  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0519
 AJ0519                          STATION DESCRIPTION
 AJ0519
 AJ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0519'16.8 MI SE FROM HEBBRONVILLE.
 AJ0519'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0519'PROCEED 9.2 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTA VISTA TO
 AJ0519'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 7.6 MILES EASTERLY
 AJ0519'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.3
 AJ0519'MILE WEST OF A MEXICAN HOUSE, ABOUT 100.0 FEET SOUTH OF A FENCE AND
 AJ0519'12.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AJ0519'ROAD.  IT IS 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE
 AJ0519'MONUMENT PROJECTS 0.5 FOOT.
 AJ0519
 AJ0519                          STATION RECOVERY (1972)
 AJ0519
 AJ0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0440 ***********************************************************************
 AJ0440  DESIGNATION -  B 627
 AJ0440  PID         -  AJ0440
 AJ0440  STATE/COUNTY-  TX/BROOKS
 AJ0440  USGS QUAD   -  PALOMAS RANCH SE (1968)
 AJ0440
 AJ0440                         *CURRENT SURVEY CONTROL
 AJ0440  ___________________________________________________________________
 AJ0440* NAD 83(1986)-  27 06 18.     (N)    098 21 18.     (W)     SCALED    
 AJ0440* NAVD 88     -        84.242  (meters)     276.38   (feet)  ADJUSTED  
 AJ0440  ___________________________________________________________________
 AJ0440  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AJ0440  DYNAMIC HT  -          84.107 (meters)     275.94  (feet)  COMP
 AJ0440  MODELED GRAV-     979,048.9   (mgal)                       NAVD 88
 AJ0440
 AJ0440  VERT ORDER  -  SECOND    CLASS 0
 AJ0440
 AJ0440.The horizontal coordinates were scaled from a topographic map and have
 AJ0440.an estimated accuracy of +/- 6 seconds.
 AJ0440
 AJ0440.The orthometric height was determined by differential leveling
 AJ0440.and adjusted by the National Geodetic Survey in June 1991..
 AJ0440
 AJ0440.The geoid height was determined by GEOID03.
 AJ0440
 AJ0440.The dynamic height is computed by dividing the NAVD 88
 AJ0440.geopotential number by the normal gravity value computed on the
 AJ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0440.degrees latitude (g = 980.6199 gals.).
 AJ0440
 AJ0440.The modeled gravity was interpolated from observed gravity values.
 AJ0440
 AJ0440;                    North         East    Units  Estimated Accuracy
 AJ0440;SPC TX S     - 5,159,360.      314,380.      MT  (+/- 180 meters Scaled)
 AJ0440
 AJ0440                          SUPERSEDED SURVEY CONTROL
 AJ0440
 AJ0440  NGVD 29 (??/??/92)   84.315  (m)          276.62   (f) ADJ UNCH    2 0
 AJ0440
 AJ0440.Superseded values are not recommended for survey control.
 AJ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0440.See file dsdata.txt to determine how the superseded data were derived.
 AJ0440
 AJ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ639982(NAD 83)
 AJ0440_MARKER: DB = BENCH MARK DISK
 AJ0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0440_STAMPING: B 627 1942
 AJ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0440+STABILITY: SURFACE MOTION
 AJ0440
 AJ0440  HISTORY     - Date     Condition        Report By
 AJ0440  HISTORY     - 1942     MONUMENTED       CGS
 AJ0440  HISTORY     - 1968     GOOD             USGS
 AJ0440
 AJ0440                          STATION DESCRIPTION
 AJ0440
 AJ0440'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0440'24.8 MI SW FROM FALFURRIAS.
 AJ0440'24.8 MILES SOUTHWEST OF FALFURRIAS, BROOKS COUNTY.  THIS BENCH MARK
 AJ0440'MAY BE REACHED FROM THE COUNTY COURTHOUSE BY GOING 0.4 MILE SOUTH
 AJ0440'ALONG U.S. HIGHWAY 281, THENCE 2.6 MILES SOUTHWEST ALONG A COUNTY
 AJ0440'ROAD, THENCE 15.2 MILES WEST AND 3.0 MILES SOUTH ALONG ROADS TO DICK
 AJ0440'MARKS RANCH, AND THENCE 1.1 MILE EAST AND ABOUT 0.7 MILE SOUTH ALONG
 AJ0440'COUNTY ROAD.  IT IS AT THE SOUTH WEST EDGE OF A LARGE OADK TREE ON
 AJ0440'PROPERTY OWNED BY BOERJAN BROS.  IT IS AT THE SOUTHWEST EDGE OF A
 AJ0440'LARGE OAK TREE AND 13 FT. NORTH OF THE CENTERLINE OF A TRACK AND ABOUT
 AJ0440'1 FOOT ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED B 627
 AJ0440'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOUT
 AJ0440'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0133 ***********************************************************************
 AE0133  DESIGNATION -  B 628
 AE0133  PID         -  AE0133
 AE0133  STATE/COUNTY-  TX/BROOKS
 AE0133  USGS QUAD   -  ENCINO (1982)
 AE0133
 AE0133                         *CURRENT SURVEY CONTROL
 AE0133  ___________________________________________________________________
 AE0133* NAD 83(1986)-  26 53 29.     (N)    098 13 47.     (W)     SCALED    
 AE0133* NAVD 88     -        67.665  (meters)     222.00   (feet)  ADJUSTED  
 AE0133  ___________________________________________________________________
 AE0133  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AE0133  DYNAMIC HT  -          67.556 (meters)     221.64  (feet)  COMP
 AE0133  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 AE0133
 AE0133  VERT ORDER  -  SECOND    CLASS 0
 AE0133
 AE0133.The horizontal coordinates were scaled from a topographic map and have
 AE0133.an estimated accuracy of +/- 6 seconds.
 AE0133
 AE0133.The orthometric height was determined by differential leveling
 AE0133.and adjusted by the National Geodetic Survey in June 1991..
 AE0133
 AE0133.The geoid height was determined by GEOID03.
 AE0133
 AE0133.The dynamic height is computed by dividing the NAVD 88
 AE0133.geopotential number by the normal gravity value computed on the
 AE0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0133.degrees latitude (g = 980.6199 gals.).
 AE0133
 AE0133.The modeled gravity was interpolated from observed gravity values.
 AE0133
 AE0133;                    North         East    Units  Estimated Accuracy
 AE0133;SPC TX S     - 5,135,720.      326,850.      MT  (+/- 180 meters Scaled)
 AE0133
 AE0133                          SUPERSEDED SURVEY CONTROL
 AE0133
 AE0133  NGVD 29 (??/??/92)   67.739  (m)          222.24   (f) ADJ UNCH    2 0
 AE0133
 AE0133.Superseded values are not recommended for survey control.
 AE0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0133.See file dsdata.txt to determine how the superseded data were derived.
 AE0133
 AE0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ764746(NAD 83)
 AE0133_MARKER: DB = BENCH MARK DISK
 AE0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0133_STAMPING: B 628 1942
 AE0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0133+STABILITY: SURFACE MOTION
 AE0133
 AE0133  HISTORY     - Date     Condition        Report By
 AE0133  HISTORY     - 1942     MONUMENTED       CGS
 AE0133
 AE0133                          STATION DESCRIPTION
 AE0133
 AE0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0133'5.0 MI W FROM RACHAL.
 AE0133'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0133'PROCEED 5.0 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0133'MARK.  BENCH MARK IS ABOUT 0.2 MILE WEST OF INTERSECTION OF LANE
 AE0133'LEADING SOUTH TO A FARM HOUSE, 28.0 FEET SOUTH OF AND ABOUT 1.0 FOOT
 AE0133'ABOVE THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET WEST OF A 4X4-INCH
 AE0133'WOODEN MARKER POST AND 1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS
 AE0133'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0134 ***********************************************************************
 AE0134  DESIGNATION -  B 628 RESET 1963
 AE0134  PID         -  AE0134
 AE0134  STATE/COUNTY-  TX/BROOKS
 AE0134  USGS QUAD   -  ENCINO (1982)
 AE0134
 AE0134                         *CURRENT SURVEY CONTROL
 AE0134  ___________________________________________________________________
 AE0134* NAD 83(1986)-  26 53 29.     (N)    098 13 47.     (W)     SCALED    
 AE0134* NAVD 88     -        67.30   (meters)     220.8    (feet)  RESET     
 AE0134  ___________________________________________________________________
 AE0134  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AE0134
 AE0134  VERT ORDER  -  THIRD
 AE0134
 AE0134.The horizontal coordinates were scaled from a topographic map and have
 AE0134.an estimated accuracy of +/- 6 seconds.
 AE0134
 AE0134.The orthometric height was computed from unverified reset data.
 AE0134
 AE0134.The geoid height was determined by GEOID03.
 AE0134
 AE0134;                    North         East    Units  Estimated Accuracy
 AE0134;SPC TX S     - 5,135,720.      326,850.      MT  (+/- 180 meters Scaled)
 AE0134
 AE0134                          SUPERSEDED SURVEY CONTROL
 AE0134
 AE0134.No superseded survey control is available for this station.
 AE0134
 AE0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ764746(NAD 83)
 AE0134_MARKER: DB = BENCH MARK DISK
 AE0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0134_STAMPING: B 628 RESET 1963
 AE0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0134+STABILITY: SURFACE MOTION
 AE0134
 AE0134  HISTORY     - Date     Condition        Report By
 AE0134  HISTORY     - 1963     MONUMENTED       CGS
 AE0134
 AE0134                          STATION DESCRIPTION
 AE0134
 AE0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AE0134'6.0 MI W FROM RACHAL.
 AE0134'ABOUT 6.0 MILES WEST ALONG FARM-TO-MARKET ROAD 755 FROM THE JUNCTION
 AE0134'OF U.S. HIGHWAY 281 AND FARM-TO-MARKET ROAD 755 IN RACHAL, 61 FEET
 AE0134'SOUTH OF THE CENTER LINE OF FARM-TO-MARKET ROAD 755, 121 FEET EAST OF
 AE0134'THE EASTERLY BRACED FENCE POST WHICH IS IN THE SOUTH RIGHT-OF-WAY
 AE0134'FENCE, AND 2.2 FEET EAST OF A METAL WITNESS POST.  A STANDARD DISK
 AE0134'STAMPED B 628 RESET 1963, SET IN A 10 X 10 IN. CONCRETE POST WHICH
 AE0134'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0046 ***********************************************************************
 AE0046  DESIGNATION -  B 630 RESET 1950
 AE0046  PID         -  AE0046
 AE0046  STATE/COUNTY-  TX/STARR
 AE0046  USGS QUAD   -  LA REFORMA (1993)
 AE0046
 AE0046                         *CURRENT SURVEY CONTROL
 AE0046  ___________________________________________________________________
 AE0046* NAD 83(1986)-  26 40 54.     (N)    098 22 20.     (W)     SCALED    
 AE0046* NAVD 88     -        70.39   (meters)     230.9    (feet)  RESET     
 AE0046  ___________________________________________________________________
 AE0046  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AE0046
 AE0046  VERT ORDER  -  THIRD
 AE0046
 AE0046.The horizontal coordinates were scaled from a topographic map and have
 AE0046.an estimated accuracy of +/- 6 seconds.
 AE0046
 AE0046.The orthometric height was computed from unverified reset data.
 AE0046
 AE0046.The geoid height was determined by GEOID03.
 AE0046
 AE0046;                    North         East    Units  Estimated Accuracy
 AE0046;SPC TX S     - 5,112,460.      312,720.      MT  (+/- 180 meters Scaled)
 AE0046
 AE0046                          SUPERSEDED SURVEY CONTROL
 AE0046
 AE0046.No superseded survey control is available for this station.
 AE0046
 AE0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ624513(NAD 83)
 AE0046_MARKER: DB = BENCH MARK DISK
 AE0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0046_SP_SET: CONCRETE MONUMENT
 AE0046_STAMPING: B 630 RESET 1950
 AE0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0046
 AE0046  HISTORY     - Date     Condition        Report By
 AE0046  HISTORY     - 1950     MONUMENTED       CGS
 AE0046  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0046
 AE0046                          STATION DESCRIPTION
 AE0046
 AE0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AE0046'10.7 MI E FROM LA GLORIA.
 AE0046'TO REACH FROM INTERSECTION OF F.M. ROADS 755 AND 1017 AT LA GLORIAD,
 AE0046'GO 10.7 MILES TO BENCH MARK.  BENCH MARK IS 1.0 FT. N. OF N. RIGHT OF
 AE0046'WAY, IN AN AREA OF SCATTERED MESQUITE AND 1.0 FT. S. OF 4X4 INCH WHITE
 AE0046'WOODEN WITNESS POST.
 AE0046
 AE0046                          STATION RECOVERY (1972)
 AE0046
 AE0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1242 ***********************************************************************
 AN1242  DESIGNATION -  B 631
 AN1242  PID         -  AN1242
 AN1242  STATE/COUNTY-  TX/REFUGIO
 AN1242  USGS QUAD   -  REFUGIO (1979)
 AN1242
 AN1242                         *CURRENT SURVEY CONTROL
 AN1242  ___________________________________________________________________
 AN1242* NAD 83(1986)-  28 19 06.     (N)    097 15 41.     (W)     SCALED    
 AN1242* NAVD 88     -        15.89   (+/-2cm)      52.1    (feet)  VERTCON   
 AN1242  ___________________________________________________________________
 AN1242  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1242
 AN1242  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1242
 AN1242.The horizontal coordinates were scaled from a topographic map and have
 AN1242.an estimated accuracy of +/- 6 seconds.
 AN1242
 AN1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1242.The vertical order pertains to the NGVD 29 superseded value.
 AN1242
 AN1242.The geoid height was determined by GEOID03.
 AN1242
 AN1242;                    North         East    Units  Estimated Accuracy
 AN1242;SPC TXSC     - 4,055,020.      770,510.      MT  (+/- 180 meters Scaled)
 AN1242
 AN1242                          SUPERSEDED SURVEY CONTROL
 AN1242
 AN1242  NGVD 29 (??/??/92)   16.04   (m)           52.6    (f) COMPUTED    1 2
 AN1242
 AN1242.Superseded values are not recommended for survey control.
 AN1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1242.See file dsdata.txt to determine how the superseded data were derived.
 AN1242
 AN1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS704336(NAD 83)
 AN1242_MARKER: DB = BENCH MARK DISK
 AN1242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1242_SP_SET: FOOTING
 AN1242_STAMPING: B 631 1942
 AN1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1242
 AN1242  HISTORY     - Date     Condition        Report By
 AN1242  HISTORY     - 1942     MONUMENTED       CGS
 AN1242  HISTORY     - 1942     GOOD             NGS
 AN1242  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1242  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1242  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1242
 AN1242                          STATION DESCRIPTION
 AN1242
 AN1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1242'1.1 MI NE FROM REFUGIO.
 AN1242'TO REACH FROM THE RAILROAD STATION AT REFUGIO, PROCEED 1.1 MILES
 AN1242'NORTHEAST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO A
 AN1242'WATER TANK AND SITE OF BENCH MARK.  BENCH MARK IS 2 POLES NORTHEAST OF
 AN1242'MILE POST NO.187 AND SET HORIZONTALLY IN THE TOP OF THE NORTHEAST
 AN1242'CONCRETE FOOTING OF WATER TANK.  IT IS 34.0 FEET SOUTHEAST OF THE
 AN1242'RIGHT OF WAY FENCE AND 16.0 FEET NORTHWEST OF AND ABOUT 3.0 FEET ABOVE
 AN1242'THE CENTERLINE OF TRACK.  A DISK SET IN DRILL HOLE.
 AN1242
 AN1242                          STATION RECOVERY (1974)
 AN1242
 AN1242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1242'MARK NOT FOUND.
 AN1242
 AN1242                          STATION RECOVERY (1978)
 AN1242
 AN1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1242'NOT RECOVERED ON THIS DATE.  TANK AND FOOTINGS HAVE BEEN TORN DOWN
 AN1242'THE BENCH MARK IS BELIEVED TO BE DESTROYED.
 AN1242
 AN1242                          STATION RECOVERY (1999)
 AN1242
 AN1242'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0437 ***********************************************************************
 AH0437  DESIGNATION -  B 632
 AH0437  PID         -  AH0437
 AH0437  STATE/COUNTY-  TX/NUECES
 AH0437  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0437
 AH0437                         *CURRENT SURVEY CONTROL
 AH0437  ___________________________________________________________________
 AH0437* NAD 83(1986)-  27 35 13.     (N)    097 25 15.     (W)     SCALED    
 AH0437* NAVD 88     -         6.073  (meters)      19.92   (feet)  ADJUSTED  
 AH0437  ___________________________________________________________________
 AH0437  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AH0437  DYNAMIC HT  -           6.064 (meters)      19.89  (feet)  COMP
 AH0437  MODELED GRAV-     979,120.0   (mgal)                       NAVD 88
 AH0437
 AH0437  VERT ORDER  -  SECOND    CLASS 0
 AH0437
 AH0437.The horizontal coordinates were scaled from a topographic map and have
 AH0437.an estimated accuracy of +/- 6 seconds.
 AH0437
 AH0437.The orthometric height was determined by differential leveling
 AH0437.and adjusted by the National Geodetic Survey in June 1991..
 AH0437
 AH0437.The geoid height was determined by GEOID03.
 AH0437
 AH0437.The dynamic height is computed by dividing the NAVD 88
 AH0437.geopotential number by the normal gravity value computed on the
 AH0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0437.degrees latitude (g = 980.6199 gals.).
 AH0437
 AH0437.The modeled gravity was interpolated from observed gravity values.
 AH0437
 AH0437;                    North         East    Units  Estimated Accuracy
 AH0437;SPC TX S     - 5,213,210.      406,540.      MT  (+/- 180 meters Scaled)
 AH0437
 AH0437                          SUPERSEDED SURVEY CONTROL
 AH0437
 AH0437  NGVD 29 (??/??/92)    6.221  (m)           20.41   (f) ADJ UNCH    2 0
 AH0437
 AH0437.Superseded values are not recommended for survey control.
 AH0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0437.See file dsdata.txt to determine how the superseded data were derived.
 AH0437
 AH0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR558524(NAD 83)
 AH0437_MARKER: DB = BENCH MARK DISK
 AH0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0437_STAMPING: B 632 1942
 AH0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0437+STABILITY: SURFACE MOTION
 AH0437
 AH0437  HISTORY     - Date     Condition        Report By
 AH0437  HISTORY     - 1942     MONUMENTED       CGS
 AH0437  HISTORY     - 1951     GOOD             NGS
 AH0437  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0437  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0437
 AH0437                          STATION DESCRIPTION
 AH0437
 AH0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0437'2.2 MI E FROM CHAPMAN.
 AH0437'0.2 MILE SOUTH ALONG STATE HIGHWAY 286 FROM THE HEADQUARTERS AT
 AH0437'CHAPMAN RANCH, THENCE 2.0 MILES EAST ALONG AN ASPHALT ROAD, AT THE
 AH0437'BOUNDARY FENCE OF THE KING RANCH, 59 FEET NORTH OF THE CENTER LINE OF
 AH0437'THE ROAD AND THE CENTER OF A GATE, 1.4 FEET WEST OF A FENCE, SET IN
 AH0437'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AH0437
 AH0437                          STATION RECOVERY (1991)
 AH0437
 AH0437'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0437'MARK NOT FOUND.
 AH0437
 AH0437                          STATION RECOVERY (2001)
 AH0437
 AH0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0437'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0548 ***********************************************************************
 AH0548  DESIGNATION -  B 634
 AH0548  PID         -  AH0548
 AH0548  STATE/COUNTY-  TX/KLEBERG
 AH0548  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH0548
 AH0548                         *CURRENT SURVEY CONTROL
 AH0548  ___________________________________________________________________
 AH0548* NAD 83(1986)-  27 25 40.     (N)    097 38 05.     (W)     SCALED    
 AH0548* NAVD 88     -         7.657  (meters)      25.12   (feet)  ADJUSTED  
 AH0548  ___________________________________________________________________
 AH0548  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AH0548  DYNAMIC HT  -           7.645 (meters)      25.08  (feet)  COMP
 AH0548  MODELED GRAV-     979,106.0   (mgal)                       NAVD 88
 AH0548
 AH0548  VERT ORDER  -  SECOND    CLASS 0
 AH0548
 AH0548.The horizontal coordinates were scaled from a topographic map and have
 AH0548.an estimated accuracy of +/- 6 seconds.
 AH0548
 AH0548.The orthometric height was determined by differential leveling
 AH0548.and adjusted by the National Geodetic Survey in June 1991..
 AH0548
 AH0548.The geoid height was determined by GEOID03.
 AH0548
 AH0548.The dynamic height is computed by dividing the NAVD 88
 AH0548.geopotential number by the normal gravity value computed on the
 AH0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0548.degrees latitude (g = 980.6199 gals.).
 AH0548
 AH0548.The modeled gravity was interpolated from observed gravity values.
 AH0548
 AH0548;                    North         East    Units  Estimated Accuracy
 AH0548;SPC TX S     - 5,195,410.      385,550.      MT  (+/- 180 meters Scaled)
 AH0548
 AH0548                          SUPERSEDED SURVEY CONTROL
 AH0548
 AH0548  NGVD 29 (??/??/92)    7.783  (m)           25.53   (f) ADJ UNCH    2 0
 AH0548
 AH0548.Superseded values are not recommended for survey control.
 AH0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0548.See file dsdata.txt to determine how the superseded data were derived.
 AH0548
 AH0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR349345(NAD 83)
 AH0548_MARKER: DB = BENCH MARK DISK
 AH0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0548_STAMPING: B 634 1942
 AH0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0548+STABILITY: SURFACE MOTION
 AH0548
 AH0548  HISTORY     - Date     Condition        Report By
 AH0548  HISTORY     - 1942     MONUMENTED       CGS
 AH0548  HISTORY     - 1949     GOOD             NGS
 AH0548
 AH0548                          STATION DESCRIPTION
 AH0548
 AH0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0548'17 MI SE FROM KINGSVILLE.
 AH0548'LOCATED ON KING RANCH, 17 MILES SE OF KINGSVILLE.  FROM JUNCTION OF
 AH0548'U.S. HWY NO.77 AND ANGLE ROAD 0.4 MILE E OF COUNTY HOSPITAL IN
 AH0548'KINGSVILLE, GO 1.9 MILES DUE E TO T ROAD INTERSECTION, THEN WIND 1.6
 AH0548'MILES NE ALONG PAVED ROAD THAT PARALLELS NAVY FIELD FENCE TO LOCKED
 AH0548'GATE ENTERING THE KING RANCH AT THE SAN FERNANDO CREEK, CONTINUE 0.5
 AH0548'MILE E TO ROAD FORK, TURN RIGHT ON GRADED ROAD AND GO 3 MILES SE TO
 AH0548'LEONCITAS WINDMILL, CONTINUE 4.0 MILES SE TO EL TELEPHONE RANCH AND
 AH0548'THEN CONTINUE ON 5.2 MILES SE ALONG JABONCILLES RANCH ROAD TO THE
 AH0548'BENCH MARK.  167 FT. S OF DIRT ROAD CENTERLINE, 27 FT. S OF DIM TRAIL,
 AH0548'AND 3 FT. W OF A WITNESS POST.  STANDARD DISK STAMPED B 634 1942 SET
 AH0548'IN THE TOP OF 6 INCH SQUARE CONCRETE MONUMENT PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0600 ***********************************************************************
 AH0600  DESIGNATION -  B 635
 AH0600  PID         -  AH0600
 AH0600  STATE/COUNTY-  TX/KLEBERG
 AH0600  USGS QUAD   -  RIVIERA (1979)
 AH0600
 AH0600                         *CURRENT SURVEY CONTROL
 AH0600  ___________________________________________________________________
 AH0600* NAD 83(1986)-  27 17 51.     (N)    097 46 51.     (W)     SCALED    
 AH0600* NAVD 88     -         8.690  (meters)      28.51   (feet)  ADJUSTED  
 AH0600  ___________________________________________________________________
 AH0600  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AH0600  DYNAMIC HT  -           8.676 (meters)      28.46  (feet)  COMP
 AH0600  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 AH0600
 AH0600  VERT ORDER  -  FIRST     CLASS II
 AH0600
 AH0600.The horizontal coordinates were scaled from a topographic map and have
 AH0600.an estimated accuracy of +/- 6 seconds.
 AH0600
 AH0600.The orthometric height was determined by differential leveling
 AH0600.and adjusted by the National Geodetic Survey in June 1991..
 AH0600
 AH0600.The geoid height was determined by GEOID03.
 AH0600
 AH0600.The dynamic height is computed by dividing the NAVD 88
 AH0600.geopotential number by the normal gravity value computed on the
 AH0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0600.degrees latitude (g = 980.6199 gals.).
 AH0600
 AH0600.The modeled gravity was interpolated from observed gravity values.
 AH0600
 AH0600;                    North         East    Units  Estimated Accuracy
 AH0600;SPC TX S     - 5,180,890.      371,190.      MT  (+/- 180 meters Scaled)
 AH0600
 AH0600                          SUPERSEDED SURVEY CONTROL
 AH0600
 AH0600  NGVD 29 (??/??/92)    8.791  (m)           28.84   (f) ADJ UNCH    1 2
 AH0600
 AH0600.Superseded values are not recommended for survey control.
 AH0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0600.See file dsdata.txt to determine how the superseded data were derived.
 AH0600
 AH0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR206199(NAD 83)
 AH0600_MARKER: DB = BENCH MARK DISK
 AH0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0600_STAMPING: B 635 1942
 AH0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0600+STABILITY: SURFACE MOTION
 AH0600
 AH0600  HISTORY     - Date     Condition        Report By
 AH0600  HISTORY     - 1942     MONUMENTED       CGS
 AH0600  HISTORY     - 1949     GOOD             NGS
 AH0600  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0600
 AH0600                          STATION DESCRIPTION
 AH0600
 AH0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0600'2.1 MI E FROM RIVIERA.
 AH0600'STATION 2.1 MILES EAST OF RIVERA.  TO REACH, GO 2.1 MILES EAST ALONG
 AH0600'FARM ROAD 771 FROM JUNCTION WITH U. S. HIGHWAY 77 AT RIVIERA TO
 AH0600'STATION SITE.  MONUMENT IS 0.1 MILE EAST OF A CURVE.  33.0 FEET NORTH
 AH0600'OF THE CENTERLINE OF THE ROAD.  25.0 FEET EAST OF THE CENTERLINE OF A
 AH0600'LANE LEADING TO A FIELD.  4.0 FEET NORTH OF A POWER POLE AND 3.0 FEET
 AH0600'EAST OF A 4 X 4 INCH WHITE WITNESS POST.  STATION IS A STANDARD DISK
 AH0600'STAMPED B 635 1942 AND SET IN A 6 X 6 INCH CONCRETE MONUMENT WHICH
 AH0600'PROJECTS 0.5 FEET ABOVE GROUND.
 AH0600
 AH0600                          STATION RECOVERY (1975)
 AH0600
 AH0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0464 ***********************************************************************
 AH0464  DESIGNATION -  B 636 RESET 1950
 AH0464  PID         -  AH0464
 AH0464  STATE/COUNTY-  TX/KLEBERG
 AH0464  USGS QUAD   -  RICARDO (1979)
 AH0464
 AH0464                         *CURRENT SURVEY CONTROL
 AH0464  ___________________________________________________________________
 AH0464* NAD 83(1986)-  27 28 18.     (N)    097 51 56.     (W)     SCALED    
 AH0464* NAVD 88     -        17.502  (meters)      57.42   (feet)  ADJUSTED  
 AH0464  ___________________________________________________________________
 AH0464  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AH0464  DYNAMIC HT  -          17.475 (meters)      57.33  (feet)  COMP
 AH0464  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 AH0464
 AH0464  VERT ORDER  -  FIRST     CLASS II
 AH0464
 AH0464.The horizontal coordinates were scaled from a topographic map and have
 AH0464.an estimated accuracy of +/- 6 seconds.
 AH0464
 AH0464.The orthometric height was determined by differential leveling
 AH0464.and adjusted by the National Geodetic Survey in June 1991..
 AH0464
 AH0464.The geoid height was determined by GEOID03.
 AH0464
 AH0464.The dynamic height is computed by dividing the NAVD 88
 AH0464.geopotential number by the normal gravity value computed on the
 AH0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0464.degrees latitude (g = 980.6199 gals.).
 AH0464
 AH0464.The modeled gravity was interpolated from observed gravity values.
 AH0464
 AH0464;                    North         East    Units  Estimated Accuracy
 AH0464;SPC TX S     - 5,200,140.      362,700.      MT  (+/- 180 meters Scaled)
 AH0464
 AH0464                          SUPERSEDED SURVEY CONTROL
 AH0464
 AH0464  NGVD 29 (??/??/92)   17.605  (m)           57.76   (f) ADJ UNCH    1 2
 AH0464
 AH0464.Superseded values are not recommended for survey control.
 AH0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0464.See file dsdata.txt to determine how the superseded data were derived.
 AH0464
 AH0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR120391(NAD 83)
 AH0464_MARKER: DB = BENCH MARK DISK
 AH0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0464_STAMPING: B 636 1942 RESET 1950
 AH0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0464+STABILITY: SURFACE MOTION
 AH0464
 AH0464  HISTORY     - Date     Condition        Report By
 AH0464  HISTORY     - 1950     MONUMENTED       CGS
 AH0464  HISTORY     - 1951     GOOD             NGS
 AH0464  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0464  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0464
 AH0464                          STATION DESCRIPTION
 AH0464
 AH0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0464'3.2 MI S FROM KINGSVILLE.
 AH0464'3.2 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0464'FROM THE STATION AT KINGSVILLE, 3 1/2 POLES NORTH OF TRESTLE 116.3,
 AH0464'170 FEET EAST OF THE EAST RAIL, 84 FEET EAST OF THE CENTER LINE OF
 AH0464'U.S. HIGHWAY 77, 32 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DIRT
 AH0464'ROAD LEADING EAST, 4 FEET SOUTHEAST OF A POWER POLE, 1 FOOT SOUTHWEST
 AH0464'OF A FENCE, 7 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AH0464'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- NOW THE SOUTHERN
 AH0464'PACIFIC LINES.
 AH0464
 AH0464                          STATION RECOVERY (1975)
 AH0464
 AH0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0464'MARK NOT FOUND.
 AH0464
 AH0464                          STATION RECOVERY (1981)
 AH0464
 AH0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0464'SEARCHED FOR, NOT RECOVERED THIS DATE, PROBABLY BUSHHOGGED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0612 ***********************************************************************
 AH0612  DESIGNATION -  B 637
 AH0612  PID         -  AH0612
 AH0612  STATE/COUNTY-  TX/KENEDY
 AH0612  USGS QUAD   -  LA PARRA RANCH (1975)
 AH0612
 AH0612                         *CURRENT SURVEY CONTROL
 AH0612  ___________________________________________________________________
 AH0612* NAD 83(1986)-  27 13 01.     (N)    097 41 49.     (W)     SCALED    
 AH0612* NAVD 88     -         7.223  (meters)      23.70   (feet)  ADJUSTED  
 AH0612  ___________________________________________________________________
 AH0612  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AH0612  DYNAMIC HT  -           7.212 (meters)      23.66  (feet)  COMP
 AH0612  MODELED GRAV-     979,097.2   (mgal)                       NAVD 88
 AH0612
 AH0612  VERT ORDER  -  SECOND    CLASS 0
 AH0612
 AH0612.The horizontal coordinates were scaled from a topographic map and have
 AH0612.an estimated accuracy of +/- 6 seconds.
 AH0612
 AH0612.The orthometric height was determined by differential leveling
 AH0612.and adjusted by the National Geodetic Survey in June 1991..
 AH0612
 AH0612.The geoid height was determined by GEOID03.
 AH0612
 AH0612.The dynamic height is computed by dividing the NAVD 88
 AH0612.geopotential number by the normal gravity value computed on the
 AH0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0612.degrees latitude (g = 980.6199 gals.).
 AH0612
 AH0612.The modeled gravity was interpolated from observed gravity values.
 AH0612
 AH0612;                    North         East    Units  Estimated Accuracy
 AH0612;SPC TX S     - 5,172,010.      379,550.      MT  (+/- 180 meters Scaled)
 AH0612
 AH0612                          SUPERSEDED SURVEY CONTROL
 AH0612
 AH0612  NGVD 29 (??/??/92)    7.307  (m)           23.97   (f) ADJ UNCH    2 0
 AH0612
 AH0612.Superseded values are not recommended for survey control.
 AH0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0612.See file dsdata.txt to determine how the superseded data were derived.
 AH0612
 AH0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR290111(NAD 83)
 AH0612_MARKER: DB = BENCH MARK DISK
 AH0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0612_STAMPING: B 637 1942
 AH0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0612+STABILITY: SURFACE MOTION
 AH0612
 AH0612  HISTORY     - Date     Condition        Report By
 AH0612  HISTORY     - 1942     MONUMENTED       CGS
 AH0612  HISTORY     - 1949     GOOD             NGS
 AH0612
 AH0612                          STATION DESCRIPTION
 AH0612
 AH0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0612'5.8 MI E FROM SARITA.
 AH0612'TO REACH FROM THE POST OFFICE AT SARITA-- PROCEED 5.8 MILES EASTERLY
 AH0612'ALONG DIRT ROAD TO GATE AT THE ENTRANCE TO THE KENEDY RANCH AND SITE
 AH0612'OF THE BENCH MARK.  BENCH MARK IS 25.0 FEET SOUTH OF AND ABOUT THE
 AH0612'SAME ELEVATION AS THE CENTERLINE OF GATE ACROSS THE ROAD AT ENTRANCE
 AH0612'TO THE KENEDY RANCH.  IT IS 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AH0612'POST AND 1.0 FOOT WEST OF NORTH-SOUTH FENCE LINE.  THE MONUMENT
 AH0612'PROJECTS 0.5 FOOT.
 AH0612
 AH0612                          STATION RECOVERY (1949)
 AH0612
 AH0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1007 ***********************************************************************
 AB1007  DESIGNATION -  B 638
 AB1007  PID         -  AB1007
 AB1007  STATE/COUNTY-  TX/KENEDY
 AB1007  USGS QUAD   -  SAN PEDRO RANCH (1975)
 AB1007
 AB1007                         *CURRENT SURVEY CONTROL
 AB1007  ___________________________________________________________________
 AB1007* NAD 83(1986)-  26 58 00.     (N)    097 43 51.     (W)     SCALED    
 AB1007* NAVD 88     -         6.403  (meters)      21.01   (feet)  ADJUSTED  
 AB1007  ___________________________________________________________________
 AB1007  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AB1007  DYNAMIC HT  -           6.393 (meters)      20.97  (feet)  COMP
 AB1007  MODELED GRAV-     979,082.4   (mgal)                       NAVD 88
 AB1007
 AB1007  VERT ORDER  -  SECOND    CLASS 0
 AB1007
 AB1007.The horizontal coordinates were scaled from a topographic map and have
 AB1007.an estimated accuracy of +/- 6 seconds.
 AB1007
 AB1007.The orthometric height was determined by differential leveling
 AB1007.and adjusted by the National Geodetic Survey in June 1991..
 AB1007
 AB1007.The geoid height was determined by GEOID03.
 AB1007
 AB1007.The dynamic height is computed by dividing the NAVD 88
 AB1007.geopotential number by the normal gravity value computed on the
 AB1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1007.degrees latitude (g = 980.6199 gals.).
 AB1007
 AB1007.The modeled gravity was interpolated from observed gravity values.
 AB1007
 AB1007;                    North         East    Units  Estimated Accuracy
 AB1007;SPC TX S     - 5,144,260.      376,360.      MT  (+/- 180 meters Scaled)
 AB1007
 AB1007                          SUPERSEDED SURVEY CONTROL
 AB1007
 AB1007  NGVD 29 (??/??/92)    6.46   (m)           21.2    (f) COMPUTED    2 0
 AB1007
 AB1007.Superseded values are not recommended for survey control.
 AB1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1007.See file dsdata.txt to determine how the superseded data were derived.
 AB1007
 AB1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ259833(NAD 83)
 AB1007_MARKER: DB = BENCH MARK DISK
 AB1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1007_STAMPING: B 638 1942
 AB1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1007+STABILITY: SURFACE MOTION
 AB1007
 AB1007  HISTORY     - Date     Condition        Report By
 AB1007  HISTORY     - 1942     MONUMENTED       CGS
 AB1007
 AB1007                          STATION DESCRIPTION
 AB1007
 AB1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1007'5.0 MI SE FROM TURCOTTE.
 AB1007'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT TURCOTTE--
 AB1007'PROCEED 0.2 MILES SOUTHERLY ON STATE HIGHWAY NO. 96 TO GRADED
 AB1007'CROSSROAD.  TURN EAST ON GRADED CROSSROAD AND GO 4.8 MILES TOWARDS THE
 AB1007'MORANA RANCH TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILES
 AB1007'EAST OF SMALL LAKE.  ABOUT 125.0 FEET SOUTH OF A SMALL SAND DUNE
 AB1007'COVERED WITH MESQUITE BUSHES 100.0 FEET NORTH OF AND ABOUT THE SAME
 AB1007'ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET EAST OF A 4X4 INCH
 AB1007'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2738 ***********************************************************************
 AW2738  DESIGNATION -  B 639
 AW2738  PID         -  AW2738
 AW2738  STATE/COUNTY-  TX/GALVESTON
 AW2738  USGS QUAD   -  VIRGINIA POINT (1994)
 AW2738
 AW2738                         *CURRENT SURVEY CONTROL
 AW2738  ___________________________________________________________________
 AW2738* NAD 83(1986)-  29 22 04.     (N)    094 57 34.     (W)     SCALED    
 AW2738* NAVD 88     -         5.75   (+/-2cm)      18.9    (feet)  VERTCON   
 AW2738  ___________________________________________________________________
 AW2738  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW2738
 AW2738  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2738
 AW2738.The horizontal coordinates were scaled from a topographic map and have
 AW2738.an estimated accuracy of +/- 6 seconds.
 AW2738
 AW2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2738.The vertical order pertains to the NGVD 29 superseded value.
 AW2738
 AW2738.The geoid height was determined by GEOID03.
 AW2738
 AW2738;                    North         East    Units  Estimated Accuracy
 AW2738;SPC TXSC     - 4,176,830.      992,170.      MT  (+/- 180 meters Scaled)
 AW2738
 AW2738                          SUPERSEDED SURVEY CONTROL
 AW2738
 AW2738  NGVD 29 (??/??/92)    5.751  (m)           18.87   (f) ADJ UNCH    1 2
 AW2738
 AW2738.Superseded values are not recommended for survey control.
 AW2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2738.See file dsdata.txt to determine how the superseded data were derived.
 AW2738
 AW2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN098503(NAD 83)
 AW2738_MARKER: DB = BENCH MARK DISK
 AW2738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2738_SP_SET: CONCRETE BASE
 AW2738_STAMPING: B 639 1942
 AW2738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2738
 AW2738  HISTORY     - Date     Condition        Report By
 AW2738  HISTORY     - 1942     MONUMENTED       CGS
 AW2738  HISTORY     - 1954     GOOD             NGS
 AW2738  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2738  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2738
 AW2738                          STATION DESCRIPTION
 AW2738
 AW2738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2738'0.8 MI SE FROM LA MARQUE.
 AW2738'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE GALVESTON, HOUSTON
 AW2738'AND HENDERSON RAILROAD STATION AT LAMARQUE, 78 FEET NORTHEAST OF THE
 AW2738'CENTER LINE OF THE HIGHWAY, 17 FEET SOUTHEAST OF THE CENTER LINE OF
 AW2738'ROSS AVENUE, 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL FOF THE GALVESTON,
 AW2738'HOUSTON AND HENDERSON RAILROAD, 2 FEET ABOVE THE TOP OF THE RAILS, SET
 AW2738'IN THE TOP OF THE CONCRETE BASE OF AN ABANDONED CROSSING SIGNAL.
 AW2738
 AW2738                          STATION RECOVERY (1964)
 AW2738
 AW2738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2738'MARK NOT FOUND.
 AW2738
 AW2738                          STATION RECOVERY (1990)
 AW2738
 AW2738'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW2738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1056 ***********************************************************************
 AW1056  DESIGNATION -  B 639 RESET
 AW1056  PID         -  AW1056
 AW1056  STATE/COUNTY-  TX/GALVESTON
 AW1056  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1056
 AW1056                         *CURRENT SURVEY CONTROL
 AW1056  ___________________________________________________________________
 AW1056* NAD 83(1986)-  29 22 04.     (N)    094 57 37.     (W)     SCALED    
 AW1056* NAVD 88     -         4.99   (+/-2cm)      16.4    (feet)  VERTCON   
 AW1056  ___________________________________________________________________
 AW1056  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1056  OBS GRAVITY -     979,262.5   (mgal)                       GRAV_OBS
 AW1056
 AW1056  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1056
 AW1056.The horizontal coordinates were scaled from a topographic map and have
 AW1056.an estimated accuracy of +/- 6 seconds.
 AW1056
 AW1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1056.The vertical order pertains to the NGVD 29 superseded value.
 AW1056
 AW1056.The geoid height was determined by GEOID03.
 AW1056.The observed gravity was obtained from relative gravimeter ties
 AW1056.to the IGSN71 gravity network.
 AW1056
 AW1056;                    North         East    Units  Estimated Accuracy
 AW1056;SPC TXSC     - 4,176,830.      992,090.      MT  (+/- 180 meters Scaled)
 AW1056
 AW1056                          SUPERSEDED SURVEY CONTROL
 AW1056
 AW1056  NGVD 29 (??/??/??)    4.984  (m)           16.35   (f) ADJUSTED    1 1
 AW1056
 AW1056.Superseded values are not recommended for survey control.
 AW1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1056.See file dsdata.txt to determine how the superseded data were derived.
 AW1056
 AW1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN097503(NAD 83)
 AW1056_MARKER: DB = BENCH MARK DISK
 AW1056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1056_SP_SET: SEMAPHORE BASE
 AW1056_STAMPING: B 636 1956 RESET 1956 19.389
 AW1056_MARK LOGO: CGS   
 AW1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1056
 AW1056  HISTORY     - Date     Condition        Report By
 AW1056  HISTORY     - 1956     MONUMENTED       CGS
 AW1056  HISTORY     - 1973     GOOD             NGS
 AW1056  HISTORY     - 1976     GOOD             NGS
 AW1056  HISTORY     - 1976     GOOD             NGS
 AW1056  HISTORY     - 1978     GOOD             NGS
 AW1056  HISTORY     - 1983     GOOD             NGS
 AW1056  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1056  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1056  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1056  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1056  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1056  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1056  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1056  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1056  HISTORY     - 1988     GOOD             USPSQD
 AW1056  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1056  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1056  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 AW1056  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 AW1056  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AW1056  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW1056
 AW1056                          STATION DESCRIPTION
 AW1056
 AW1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1056'IN LA MARQUE.
 AW1056'AT LA MARQUE, 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE
 AW1056'JUNCTION OF FARM ROAD 1765, AT THE INTERSECTION OF ROSS AVENUE, SET IN
 AW1056'THE TOP AND AN THE EAST CORNER OF THE BASE OF A SEMAPHORE OF THE
 AW1056'HOUSTON, GALVESTON AND HENDERSON RAILROAD, 14.2 FEET SOUTHWEST OF THE
 AW1056'SOUTHWEST RAIL, 72 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW1056'20.0 FEET SOUTHEAST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 2 FEET
 AW1056'ABOVE THE GROUND.
 AW1056
 AW1056                          STATION RECOVERY (1976)
 AW1056
 AW1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1056'RECOVERED IN GOOD CONDITION.
 AW1056
 AW1056                          STATION RECOVERY (1976)
 AW1056
 AW1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1056'RECOVERED IN GOOD CONDITION.
 AW1056
 AW1056                          STATION RECOVERY (1978)
 AW1056
 AW1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1056'RECOVERED IN GOOD CONDITION.
 AW1056
 AW1056                          STATION RECOVERY (1983)
 AW1056
 AW1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1056'RECOVERED IN GOOD CONDITION.
 AW1056
 AW1056                          STATION RECOVERY (1987)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW1056'MARK NOT FOUND.
 AW1056
 AW1056                          STATION RECOVERY (1987)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1056'MARK NOT FOUND.
 AW1056
 AW1056                          STATION RECOVERY (1987)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1056'MARK NOT FOUND.
 AW1056
 AW1056                          STATION RECOVERY (1987)
 AW1056
 AW1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1056'THE CONCRETE POST WAS FOUND WITH THE DISK MISSING.
 AW1056
 AW1056                          STATION RECOVERY (1988)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1056'MARK NOT FOUND.
 AW1056
 AW1056                          STATION RECOVERY (1988)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1056'MARK NOT FOUND.
 AW1056
 AW1056                          STATION RECOVERY (1988)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1056'MARK NOT FOUND.
 AW1056
 AW1056                          STATION RECOVERY (1988)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW1056'MARK NOT FOUND.
 AW1056
 AW1056                          STATION RECOVERY (1988)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1056'RECOVERED IN GOOD CONDITION.
 AW1056
 AW1056                          STATION RECOVERY (1988)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1056'MARK NOT FOUND.
 AW1056
 AW1056                          STATION RECOVERY (1988)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1056'MARK NOT FOUND.
 AW1056
 AW1056                          STATION RECOVERY (1991)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW1056'MARK NOT FOUND.
 AW1056
 AW1056                          STATION RECOVERY (1999)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1056'MARK NOT FOUND.
 AW1056
 AW1056                          STATION RECOVERY (2004)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1056'MARK NOT FOUND.
 AW1056
 AW1056                          STATION RECOVERY (2005)
 AW1056
 AW1056'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1115 ***********************************************************************
 AW1115  DESIGNATION -  B 640
 AW1115  PID         -  AW1115
 AW1115  STATE/COUNTY-  TX/HARRIS
 AW1115  USGS QUAD   -  PASADENA (1995)
 AW1115
 AW1115                         *CURRENT SURVEY CONTROL
 AW1115  ___________________________________________________________________
 AW1115* NAD 83(1986)-  29 40 16.     (N)    095 14 34.     (W)     SCALED    
 AW1115* NAVD 88     -         8.599  (meters)      28.21   (feet)  ADJUSTED  
 AW1115  ___________________________________________________________________
 AW1115  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1115  DYNAMIC HT  -           8.587 (meters)      28.17  (feet)  COMP
 AW1115  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 AW1115  OBS GRAVITY -     979,281.9   (mgal)                       GRAV_OBS
 AW1115
 AW1115  VERT ORDER  -  FIRST     CLASS I
 AW1115
 AW1115.The horizontal coordinates were scaled from a topographic map and have
 AW1115.an estimated accuracy of +/- 6 seconds.
 AW1115
 AW1115.The orthometric height was determined by differential leveling
 AW1115.and adjusted by the National Geodetic Survey in June 1991..
 AW1115
 AW1115.The geoid height was determined by GEOID03.
 AW1115
 AW1115.The dynamic height is computed by dividing the NAVD 88
 AW1115.geopotential number by the normal gravity value computed on the
 AW1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1115.degrees latitude (g = 980.6199 gals.).
 AW1115
 AW1115.The modeled gravity was interpolated from observed gravity values.
 AW1115.The observed gravity was obtained from relative gravimeter ties
 AW1115.to the IGSN71 gravity network.
 AW1115
 AW1115;                    North         East    Units  Estimated Accuracy
 AW1115;SPC TXSC     - 4,209,520.      963,600.      MT  (+/- 180 meters Scaled)
 AW1115
 AW1115                          SUPERSEDED SURVEY CONTROL
 AW1115
 AW1115  NGVD 29 (12/23/87)    8.596  (m)           28.20   (f) ADJUSTED    1 1
 AW1115
 AW1115.Superseded values are not recommended for survey control.
 AW1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1115.See file dsdata.txt to determine how the superseded data were derived.
 AW1115
 AW1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN829844(NAD 83)
 AW1115_MARKER: DB = BENCH MARK DISK
 AW1115_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1115_SP_SET: ABUTMENT
 AW1115_STAMPING: B 640 1942
 AW1115_MARK LOGO: CGS   
 AW1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1115
 AW1115  HISTORY     - Date     Condition        Report By
 AW1115  HISTORY     - 1942     MONUMENTED       CGS
 AW1115  HISTORY     - 1973     GOOD             NGS
 AW1115  HISTORY     - 1976     GOOD             NGS
 AW1115  HISTORY     - 1976     GOOD             NGS
 AW1115  HISTORY     - 1978     GOOD             NGS
 AW1115  HISTORY     - 1983     GOOD             NGS
 AW1115  HISTORY     - 1987     GOOD             USPSQD
 AW1115  HISTORY     - 1987     GOOD             USPSQD
 AW1115  HISTORY     - 1987     GOOD             USPSQD
 AW1115  HISTORY     - 1987     GOOD             USPSQD
 AW1115  HISTORY     - 1987     GOOD             USPSQD
 AW1115  HISTORY     - 1987     GOOD             USPSQD
 AW1115  HISTORY     - 1987     GOOD             USPSQD
 AW1115  HISTORY     - 1987     GOOD             USPSQD
 AW1115  HISTORY     - 1987     GOOD             USPSQD
 AW1115  HISTORY     - 1987     GOOD             USPSQD
 AW1115  HISTORY     - 1987     GOOD             USPSQD
 AW1115  HISTORY     - 1987     GOOD             NGS
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1988     GOOD             USPSQD
 AW1115  HISTORY     - 1989     GOOD             USPSQD
 AW1115  HISTORY     - 1989     GOOD             USPSQD
 AW1115  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1115  HISTORY     - 1989     GOOD             USPSQD
 AW1115  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1115  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1115  HISTORY     - 1990     GOOD             USPSQD
 AW1115  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1115  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1115  HISTORY     - 20031012 MARK NOT FOUND   USPSQD
 AW1115  HISTORY     - 20041125 MARK NOT FOUND   USPSQD
 AW1115
 AW1115                          STATION DESCRIPTION
 AW1115
 AW1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1115'0.7 MI NW FROM SOUTH HOUSTON.
 AW1115'0.7 MILE NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON RAILROAD
 AW1115'FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, 0.05 MILE
 AW1115'NORTHWEST OF THE CROSSING OF WINKLER DRIVE, 1-3/4 POLES NORTHWEST OF
 AW1115'MILEPOLE 10/00, AT GALVESTON ROAD BRIDGE OVER A CREEK, IN THE TOP AND
 AW1115'0.4 FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 AW1115'ABUTMENT OF THE BRIDGE, 65.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 33
 AW1115'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH
 AW1115'THE ROAD.
 AW1115
 AW1115                          STATION RECOVERY (1976)
 AW1115
 AW1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1976)
 AW1115
 AW1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1978)
 AW1115
 AW1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1983)
 AW1115
 AW1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1987)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1987)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1987)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1987)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1987)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1987 (KFT)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1987)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1987)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1987)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1987)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1987)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1987)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1987 (WDM)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1987)
 AW1115
 AW1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1988)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1989)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1989)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1989)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1115'MARK NOT FOUND.
 AW1115
 AW1115                          STATION RECOVERY (1989)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (1989)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1115'MARK NOT FOUND.
 AW1115
 AW1115                          STATION RECOVERY (1989)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1115'MARK NOT FOUND.
 AW1115
 AW1115                          STATION RECOVERY (1990)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1115'RECOVERED IN GOOD CONDITION.
 AW1115
 AW1115                          STATION RECOVERY (2000)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1115'MARK NOT FOUND.
 AW1115
 AW1115                          STATION RECOVERY (2001)
 AW1115
 AW1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1115'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1115
 AW1115                          STATION RECOVERY (2003)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1115'MARK NOT FOUND.
 AW1115
 AW1115                          STATION RECOVERY (2004)
 AW1115
 AW1115'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0149 ***********************************************************************
 AE0149  DESIGNATION -  B 642
 AE0149  PID         -  AE0149
 AE0149  STATE/COUNTY-  TX/HIDALGO
 AE0149  USGS QUAD   -  LINN NW (1982)
 AE0149
 AE0149                         *CURRENT SURVEY CONTROL
 AE0149  ___________________________________________________________________
 AE0149* NAD 83(1986)-  26 42 25.     (N)    098 14 24.     (W)     SCALED    
 AE0149* NAVD 88     -        45.039  (meters)     147.77   (feet)  ADJUSTED  
 AE0149  ___________________________________________________________________
 AE0149  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AE0149  DYNAMIC HT  -          44.966 (meters)     147.53  (feet)  COMP
 AE0149  MODELED GRAV-     979,035.5   (mgal)                       NAVD 88
 AE0149
 AE0149  VERT ORDER  -  SECOND    CLASS 0
 AE0149
 AE0149.The horizontal coordinates were scaled from a topographic map and have
 AE0149.an estimated accuracy of +/- 6 seconds.
 AE0149
 AE0149.The orthometric height was determined by differential leveling
 AE0149.and adjusted by the National Geodetic Survey in June 1991..
 AE0149
 AE0149.The geoid height was determined by GEOID03.
 AE0149
 AE0149.The dynamic height is computed by dividing the NAVD 88
 AE0149.geopotential number by the normal gravity value computed on the
 AE0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0149.degrees latitude (g = 980.6199 gals.).
 AE0149
 AE0149.The modeled gravity was interpolated from observed gravity values.
 AE0149
 AE0149;                    North         East    Units  Estimated Accuracy
 AE0149;SPC TX S     - 5,115,280.      325,870.      MT  (+/- 180 meters Scaled)
 AE0149
 AE0149                          SUPERSEDED SURVEY CONTROL
 AE0149
 AE0149  NGVD 29 (??/??/92)   45.139  (m)          148.09   (f) ADJ UNCH    2 0
 AE0149
 AE0149.Superseded values are not recommended for survey control.
 AE0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0149.See file dsdata.txt to determine how the superseded data were derived.
 AE0149
 AE0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ755542(NAD 83)
 AE0149_MARKER: DB = BENCH MARK DISK
 AE0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0149_STAMPING: B-642 1942
 AE0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0149+STABILITY: SURFACE MOTION
 AE0149
 AE0149  HISTORY     - Date     Condition        Report By
 AE0149  HISTORY     - 1942     MONUMENTED       CGS
 AE0149  HISTORY     - 1963     GOOD             NGS
 AE0149
 AE0149                          STATION DESCRIPTION
 AE0149
 AE0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AE0149'17.0 MI NW FROM SAN MANUEL.
 AE0149'THE CHURCH AT SAN MANUEL, TEXAS, 8.5 MILES NORTH AND 2.6 MILES WEST
 AE0149'THERE OF TO THE ABANDONED TEXAS AND NEW ORLEANS RAILROAD STATION AT
 AE0149'DIX.  THENCE 5.9 MILES WEST ALONG THE SOUTH BOUNDARY FENCE OF THE
 AE0149'COYOTE RANCH TO THE SW CORNER OF THE RANCH.  THEN 920 FEET NORTH TO A
 AE0149'T-FENCE WEST.  THEN 1135 FEET WEST ALONG FENCE AND 49 FEET NORTH OF
 AE0149'THE FENCE TO THE BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0708 ***********************************************************************
 AE0708  DESIGNATION -  B 644
 AE0708  PID         -  AE0708
 AE0708  STATE/COUNTY-  TX/STARR
 AE0708  USGS QUAD   -  CAMP GARCIA (1980)
 AE0708
 AE0708                         *CURRENT SURVEY CONTROL
 AE0708  ___________________________________________________________________
 AE0708* NAD 83(1986)-  26 28 14.     (N)    098 32 54.     (W)     SCALED    
 AE0708* NAVD 88     -       113.194  (meters)     371.37   (feet)  ADJUSTED  
 AE0708  ___________________________________________________________________
 AE0708  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0708  DYNAMIC HT  -         113.007 (meters)     370.76  (feet)  COMP
 AE0708  MODELED GRAV-     978,997.7   (mgal)                       NAVD 88
 AE0708
 AE0708  VERT ORDER  -  SECOND    CLASS 0
 AE0708
 AE0708.The horizontal coordinates were scaled from a topographic map and have
 AE0708.an estimated accuracy of +/- 6 seconds.
 AE0708
 AE0708.The orthometric height was determined by differential leveling
 AE0708.and adjusted by the National Geodetic Survey in June 1991..
 AE0708
 AE0708.The geoid height was determined by GEOID03.
 AE0708
 AE0708.The dynamic height is computed by dividing the NAVD 88
 AE0708.geopotential number by the normal gravity value computed on the
 AE0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0708.degrees latitude (g = 980.6199 gals.).
 AE0708
 AE0708.The modeled gravity was interpolated from observed gravity values.
 AE0708
 AE0708;                    North         East    Units  Estimated Accuracy
 AE0708;SPC TX S     - 5,089,070.      295,180.      MT  (+/- 180 meters Scaled)
 AE0708
 AE0708                          SUPERSEDED SURVEY CONTROL
 AE0708
 AE0708  NGVD 29 (??/??/92)  113.264  (m)          371.60   (f) ADJ UNCH    2 0
 AE0708
 AE0708.Superseded values are not recommended for survey control.
 AE0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0708.See file dsdata.txt to determine how the superseded data were derived.
 AE0708
 AE0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ450278(NAD 83)
 AE0708_MARKER: DB = BENCH MARK DISK
 AE0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0708_STAMPING: B 644 1942
 AE0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0708+STABILITY: SURFACE MOTION
 AE0708
 AE0708  HISTORY     - Date     Condition        Report By
 AE0708  HISTORY     - 1942     MONUMENTED       CGS
 AE0708  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0708
 AE0708                          STATION DESCRIPTION
 AE0708
 AE0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0708'14.2 MI N FROM SULLIVAN CITY.
 AE0708'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.3 MILES
 AE0708'WESTERLY ALONG U.S. HIGHWAY NO. 83 TO INTERSECTION OF ROAD LEADING
 AE0708'NORTH.  THENCE, GO 12.9 MILES NORTHERLY ALONG DIRT ROAD TO THE SITE OF
 AE0708'THE BENCH MARK.  BENCH MARK IS ABOUT 400.0 FEET SOUTH OF INTERSECTION
 AE0708'OF ROAD LEADING WEST, 34.0 FEET EAST OF AND ABOUT THE SAME ELEVATION
 AE0708'AS THE CENTERLINE OF THE ROAD AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN
 AE0708'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0708
 AE0708                          STATION RECOVERY (1965)
 AE0708
 AE0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0009 ***********************************************************************
 AE0009  DESIGNATION -  B 645
 AE0009  PID         -  AE0009
 AE0009  STATE/COUNTY-  TX/HIDALGO
 AE0009  USGS QUAD   -  BENTSEN RANCH (1972)
 AE0009
 AE0009                         *CURRENT SURVEY CONTROL
 AE0009  ___________________________________________________________________
 AE0009* NAD 83(1986)-  26 33 08.     (N)    098 24 03.     (W)     SCALED    
 AE0009* NAVD 88     -        95.446  (meters)     313.14   (feet)  ADJUSTED  
 AE0009  ___________________________________________________________________
 AE0009  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AE0009  DYNAMIC HT  -          95.290 (meters)     312.63  (feet)  COMP
 AE0009  MODELED GRAV-     979,014.2   (mgal)                       NAVD 88
 AE0009
 AE0009  VERT ORDER  -  SECOND    CLASS 0
 AE0009
 AE0009.The horizontal coordinates were scaled from a topographic map and have
 AE0009.an estimated accuracy of +/- 6 seconds.
 AE0009
 AE0009.The orthometric height was determined by differential leveling
 AE0009.and adjusted by the National Geodetic Survey in June 1991..
 AE0009
 AE0009.The geoid height was determined by GEOID03.
 AE0009
 AE0009.The dynamic height is computed by dividing the NAVD 88
 AE0009.geopotential number by the normal gravity value computed on the
 AE0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0009.degrees latitude (g = 980.6199 gals.).
 AE0009
 AE0009.The modeled gravity was interpolated from observed gravity values.
 AE0009
 AE0009;                    North         East    Units  Estimated Accuracy
 AE0009;SPC TX S     - 5,098,120.      309,880.      MT  (+/- 180 meters Scaled)
 AE0009
 AE0009                          SUPERSEDED SURVEY CONTROL
 AE0009
 AE0009  NGVD 29 (??/??/92)   95.525  (m)          313.40   (f) ADJ UNCH    2 0
 AE0009
 AE0009.Superseded values are not recommended for survey control.
 AE0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0009.See file dsdata.txt to determine how the superseded data were derived.
 AE0009
 AE0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ596369(NAD 83)
 AE0009_MARKER: DB = BENCH MARK DISK
 AE0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0009_STAMPING: B 645 1942
 AE0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0009+STABILITY: SURFACE MOTION
 AE0009
 AE0009  HISTORY     - Date     Condition        Report By
 AE0009  HISTORY     - 1942     MONUMENTED       CGS
 AE0009  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0009
 AE0009                          STATION DESCRIPTION
 AE0009
 AE0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0009'6.2 MI NW FROM MCCOOK.
 AE0009'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 4.7 MILES NORTHERLY
 AE0009'ALONG DIRT ROAD TO SHARP CURVE IN ROAD TO THE WEST. THENCE, GO 1.5
 AE0009'MILES WEST ALONG ROAD TO THE SITE OF THE BENCH MARK. BENCH MARK IS
 AE0009'ABOUT 0.2 MILE WEST OF A FENCE CORNER, 24.0 FEET NORTH OF AND ABOUT
 AE0009'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET EAST OF A
 AE0009'4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF FENCE. THE MONUMENT
 AE0009'PROJECTS 0.3 FOOT.
 AE0009
 AE0009                          STATION RECOVERY (1972)
 AE0009
 AE0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0591 ***********************************************************************
 AE0591  DESIGNATION -  B 646
 AE0591  PID         -  AE0591
 AE0591  STATE/COUNTY-  TX/HIDALGO
 AE0591  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0591
 AE0591                         *CURRENT SURVEY CONTROL
 AE0591  ___________________________________________________________________
 AE0591* NAD 83(1986)-  26 28 22.     (N)    098 16 42.     (W)     SCALED    
 AE0591* NAVD 88     -        52.491  (meters)     172.21   (feet)  ADJUSTED  
 AE0591  ___________________________________________________________________
 AE0591  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AE0591  DYNAMIC HT  -          52.405 (meters)     171.93  (feet)  COMP
 AE0591  MODELED GRAV-     979,017.9   (mgal)                       NAVD 88
 AE0591
 AE0591  VERT ORDER  -  SECOND    CLASS 0
 AE0591
 AE0591.The horizontal coordinates were scaled from a topographic map and have
 AE0591.an estimated accuracy of +/- 6 seconds.
 AE0591
 AE0591.The orthometric height was determined by differential leveling
 AE0591.and adjusted by the National Geodetic Survey in June 1991..
 AE0591
 AE0591.The geoid height was determined by GEOID03.
 AE0591
 AE0591.The dynamic height is computed by dividing the NAVD 88
 AE0591.geopotential number by the normal gravity value computed on the
 AE0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0591.degrees latitude (g = 980.6199 gals.).
 AE0591
 AE0591.The modeled gravity was interpolated from observed gravity values.
 AE0591
 AE0591;                    North         East    Units  Estimated Accuracy
 AE0591;SPC TX S     - 5,089,330.      322,100.      MT  (+/- 180 meters Scaled)
 AE0591
 AE0591                          SUPERSEDED SURVEY CONTROL
 AE0591
 AE0591  NGVD 29 (??/??/92)   52.587  (m)          172.53   (f) ADJ UNCH    2 0
 AE0591
 AE0591.Superseded values are not recommended for survey control.
 AE0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0591.See file dsdata.txt to determine how the superseded data were derived.
 AE0591
 AE0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ719282(NAD 83)
 AE0591_MARKER: DB = BENCH MARK DISK
 AE0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0591_STAMPING: B 646 1942
 AE0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0591+STABILITY: SURFACE MOTION
 AE0591
 AE0591  HISTORY     - Date     Condition        Report By
 AE0591  HISTORY     - 1946     MONUMENTED       CGS
 AE0591
 AE0591                          STATION DESCRIPTION
 AE0591
 AE0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AE0591'19.7 MI NW FROM EDINBURG.
 AE0591'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 10.5 MILES
 AE0591'NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AE0591'WEST.  THENCE, GO 9.2 MILES WESTERLY ALONG DIRT ROAD TOWARDS MCCOOK TO
 AE0591'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE WEST OF
 AE0591'INTERSECTION OF TRACK ROAD LEADING NORTH, ABOUT MIDWAY BETWEEN TWO
 AE0591'SMALL HILLS THAT ARE ABOUT 0.2 MILE APART AND 29.0 FEET NORTH OF AND
 AE0591'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 3.0
 AE0591'FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF
 AE0591'FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3038 ***********************************************************************
 AW3038  DESIGNATION -  B 647
 AW3038  PID         -  AW3038
 AW3038  STATE/COUNTY-  TX/CHAMBERS
 AW3038  USGS QUAD   -  OAK ISLAND (1994)
 AW3038
 AW3038                         *CURRENT SURVEY CONTROL
 AW3038  ___________________________________________________________________
 AW3038* NAD 83(1986)-  29 40 56.     (N)    094 38 05.     (W)     SCALED    
 AW3038* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 AW3038  ___________________________________________________________________
 AW3038  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3038
 AW3038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3038
 AW3038.The horizontal coordinates were scaled from a topographic map and have
 AW3038.an estimated accuracy of +/- 6 seconds.
 AW3038
 AW3038.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3038.The vertical order pertains to the NGVD 29 superseded value.
 AW3038
 AW3038.The geoid height was determined by GEOID03.
 AW3038
 AW3038;                    North         East    Units  Estimated Accuracy
 AW3038;SPC TXSC     - 4,212,790.    1,022,380.      MT  (+/- 180 meters Scaled)
 AW3038
 AW3038                          SUPERSEDED SURVEY CONTROL
 AW3038
 AW3038  NGVD 29 (??/??/92)    3.044  (m)            9.99   (f) ADJ UNCH    2 0
 AW3038
 AW3038.Superseded values are not recommended for survey control.
 AW3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3038.See file dsdata.txt to determine how the superseded data were derived.
 AW3038
 AW3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN418846(NAD 83)
 AW3038_MARKER: DB = BENCH MARK DISK
 AW3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3038_STAMPING: B-647 1942
 AW3038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3038+STABILITY: SURFACE MOTION
 AW3038
 AW3038  HISTORY     - Date     Condition        Report By
 AW3038  HISTORY     - 1942     MONUMENTED       CGS
 AW3038  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW3038  HISTORY     - 19910819 MARK NOT FOUND   USPSQD
 AW3038
 AW3038                          STATION DESCRIPTION
 AW3038
 AW3038'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3038'9.65 MI SE FROM ANAHUAC.
 AW3038'TO REACH FROM THE COUNTY COURT HOUSE AT ANAHUAC, PROCEED 7.65 MILES
 AW3038'SOUTHEAST TO THE CROSSING OF THE NORTH FORK DOUBLE BAYOU AT EAGLE,
 AW3038'THENCE GO 2.0 MILES EASTERLY ALONG AN IMPROVED ROAD TO A 20X16 FOOT
 AW3038'WOODEN BRIDGE AND TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE
 AW3038'EAST OF A SCHOOL HOUSE AND 28 YARDS NORTHEAST OF A WOODEN BRIDGE. IT
 AW3038'IS 48.0 FEET NORTH OF AND LEVEL WITH THE CENTERLINE OF ROAD. MONUMENT
 AW3038'IS 2.0 FEET EAST OF A 4 X 4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AW3038'0.4 FOOT.
 AW3038
 AW3038                          STATION RECOVERY (1958)
 AW3038
 AW3038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AW3038'MARK NOT FOUND.
 AW3038
 AW3038                          STATION RECOVERY (1991)
 AW3038
 AW3038'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3137 ***********************************************************************
 AW3137  DESIGNATION -  B 649
 AW3137  PID         -  AW3137
 AW3137  STATE/COUNTY-  TX/CHAMBERS
 AW3137  USGS QUAD   -  ANAHUAC (1993)
 AW3137
 AW3137                         *CURRENT SURVEY CONTROL
 AW3137  ___________________________________________________________________
 AW3137* NAD 83(1986)-  29 51 03.     (N)    094 37 39.     (W)     SCALED    
 AW3137* NAVD 88     -         8.71   (+/-2cm)      28.6    (feet)  VERTCON   
 AW3137  ___________________________________________________________________
 AW3137  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW3137  OBS GRAVITY -     979,293.3   (mgal)                       GRAV_OBS
 AW3137
 AW3137  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3137
 AW3137.The horizontal coordinates were scaled from a topographic map and have
 AW3137.an estimated accuracy of +/- 6 seconds.
 AW3137
 AW3137.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3137.The vertical order pertains to the NGVD 29 superseded value.
 AW3137
 AW3137.The geoid height was determined by GEOID03.
 AW3137.The observed gravity was obtained from relative gravimeter ties
 AW3137.to the IGSN71 gravity network.
 AW3137
 AW3137;                    North         East    Units  Estimated Accuracy
 AW3137;SPC TXSC     - 4,231,490.    1,022,380.      MT  (+/- 180 meters Scaled)
 AW3137
 AW3137                          SUPERSEDED SURVEY CONTROL
 AW3137
 AW3137  NGVD 29 (??/??/92)    8.714  (m)           28.59   (f) ADJ UNCH    1 2
 AW3137
 AW3137.Superseded values are not recommended for survey control.
 AW3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3137.See file dsdata.txt to determine how the superseded data were derived.
 AW3137
 AW3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP427033(NAD 83)
 AW3137_MARKER: DB = BENCH MARK DISK
 AW3137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3137_SP_SET: ABUTMENT
 AW3137_STAMPING: B 649 1942
 AW3137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3137+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3137
 AW3137  HISTORY     - Date     Condition        Report By
 AW3137  HISTORY     - 1942     MONUMENTED       CGS
 AW3137  HISTORY     - 1973     GOOD             NGS
 AW3137  HISTORY     - 19970412 GOOD             USPSQD
 AW3137  HISTORY     - 20010331 GOOD             NGS
 AW3137  HISTORY     - 20040220 GOOD             USPSQD
 AW3137  HISTORY     - 20040228 GOOD             USPSQD
 AW3137  HISTORY     - 20060121 GOOD             USPSQD
 AW3137
 AW3137                          STATION DESCRIPTION
 AW3137
 AW3137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3137'0.75 MI S FROM HANKAMER.
 AW3137'ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF CHRIST
 AW3137'AT HANKAMER, AT THE NORTH END OF A CONCRETE BRIDGE OVER ALBRITTON
 AW3137'GULLY, 15 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AW3137'TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE BRIDGE, AND ABOUT
 AW3137'LEVEL WITH THE HIGHWAY.
 AW3137
 AW3137                          STATION RECOVERY (1997)
 AW3137
 AW3137'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3137'RECOVERED IN GOOD CONDITION.
 AW3137
 AW3137                          STATION RECOVERY (2001)
 AW3137
 AW3137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3137'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3137
 AW3137                          STATION RECOVERY (2004)
 AW3137
 AW3137'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3137'RECOVERED IN GOOD CONDITION.
 AW3137
 AW3137                          STATION RECOVERY (2004)
 AW3137
 AW3137'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AW3137'RECOVERED IN GOOD CONDITION.
 AW3137
 AW3137                          STATION RECOVERY (2006)
 AW3137
 AW3137'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3137'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0694 ***********************************************************************
 BZ0694  DESIGNATION -  B 65
 BZ0694  PID         -  BZ0694
 BZ0694  STATE/COUNTY-  TX/HILL
 BZ0694  USGS QUAD   -  ABBOTT (1979)
 BZ0694
 BZ0694                         *CURRENT SURVEY CONTROL
 BZ0694  ___________________________________________________________________
 BZ0694* NAD 83(1986)-  31 59 34.     (N)    097 07 16.     (W)     SCALED    
 BZ0694* NAVD 88     -       185.881  (meters)     609.84   (feet)  POSTED    
 BZ0694  ___________________________________________________________________
 BZ0694  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ0694  DYNAMIC HT  -         185.650 (meters)     609.09  (feet)  COMP
 BZ0694  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 BZ0694
 BZ0694  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BZ0694
 BZ0694.The horizontal coordinates were scaled from a topographic map and have
 BZ0694.an estimated accuracy of +/- 6 seconds.
 BZ0694
 BZ0694.The orthometric height was determined by differential leveling
 BZ0694.and adjusted by the National Geodetic Survey in 1992..
 BZ0694.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BZ0694.rate of 0.0 thru 1.0 mm/km.
 BZ0694
 BZ0694.The geoid height was determined by GEOID03.
 BZ0694
 BZ0694.The dynamic height is computed by dividing the NAVD 88
 BZ0694.geopotential number by the normal gravity value computed on the
 BZ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0694.degrees latitude (g = 980.6199 gals.).
 BZ0694
 BZ0694.The modeled gravity was interpolated from observed gravity values.
 BZ0694
 BZ0694;                    North         East    Units  Estimated Accuracy
 BZ0694;SPC TXNC     - 2,037,020.      730,310.      MT  (+/- 180 meters Scaled)
 BZ0694
 BZ0694                          SUPERSEDED SURVEY CONTROL
 BZ0694
 BZ0694  NGVD 29 (??/??/92)  185.844  (m)          609.72   (f) ADJ UNCH    1 2
 BZ0694
 BZ0694.Superseded values are not recommended for survey control.
 BZ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0694.See file dsdata.txt to determine how the superseded data were derived.
 BZ0694
 BZ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA774411(NAD 83)
 BZ0694_MARKER: Q = CHISELED SQUARE
 BZ0694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0694_SP_SET: BASE
 BZ0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0694
 BZ0694  HISTORY     - Date     Condition        Report By
 BZ0694  HISTORY     - UNK      MONUMENTED       CGS
 BZ0694  HISTORY     - 1934     GOOD             NGS
 BZ0694  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0694  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0694  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0694
 BZ0694                          STATION DESCRIPTION
 BZ0694
 BZ0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BZ0694'1.5 MI S FROM HILLSBORO.
 BZ0694'1.5 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 BZ0694'THE STATION AT HILLSBORO, HILL COUNTY, 0.5 MILE SOUTH OF A COAL CHUTE,
 BZ0694'AT A BLOCK-SIGNAL TOWER, ON THE NORTHEAST CORNER OF THE CONCRETE BASE,
 BZ0694'ON THE WEST SIDE OF THE TRACK.
 BZ0694
 BZ0694                          STATION RECOVERY (1980)
 BZ0694
 BZ0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0694'MARK NOT FOUND.
 BZ0694
 BZ0694                          STATION RECOVERY (1995)
 BZ0694
 BZ0694'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0694'MARK NOT FOUND.
 BZ0694
 BZ0694                          STATION RECOVERY (2003)
 BZ0694
 BZ0694'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ0694'ONE OLD CONCRETE PIER IS LOCATED WEST OF NEW TRACK WITH CONFIGURATION
 BZ0694'INDICATING IT WAS ONCE USED TO SUPPORT A STRUCTURE SUCH AS DESCRIBED
 BZ0694'BY THIS MARK ON THE STRUCTURE'S WEST SIDE.  SUSPECT THAT THE NEW TRACK
 BZ0694'IS LOCATED OVER THE POSITION DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2576 ***********************************************************************
 AW2576  DESIGNATION -  B 650 RESET 1960
 AW2576  PID         -  AW2576
 AW2576  STATE/COUNTY-  TX/LIBERTY
 AW2576  USGS QUAD   -  WINNIE NW (1994)
 AW2576
 AW2576                         *CURRENT SURVEY CONTROL
 AW2576  ___________________________________________________________________
 AW2576* NAD 83(1986)-  29 54 16.     (N)    094 29 28.     (W)     SCALED    
 AW2576* NAVD 88     -        11.44   (+/-2cm)      37.5    (feet)  VERTCON   
 AW2576  ___________________________________________________________________
 AW2576  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW2576
 AW2576  VERT ORDER  -  THIRD (See Below)
 AW2576
 AW2576.The horizontal coordinates were scaled from a topographic map and have
 AW2576.an estimated accuracy of +/- 6 seconds.
 AW2576
 AW2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2576.The vertical order pertains to the NGVD 29 superseded value.
 AW2576
 AW2576.The geoid height was determined by GEOID03.
 AW2576
 AW2576;                    North         East    Units  Estimated Accuracy
 AW2576;SPC TX C     - 3,041,170.    1,264,010.      MT  (+/- 180 meters Scaled)
 AW2576
 AW2576                          SUPERSEDED SURVEY CONTROL
 AW2576
 AW2576  NGVD 29 (??/??/??)   11.45   (m)           37.6    (f) RESET       3  
 AW2576
 AW2576.Superseded values are not recommended for survey control.
 AW2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2576.See file dsdata.txt to determine how the superseded data were derived.
 AW2576
 AW2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP560091(NAD 83)
 AW2576_MARKER: DB = BENCH MARK DISK
 AW2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2576_STAMPING: B 650 RESET 1960
 AW2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2576+STABILITY: SURFACE MOTION
 AW2576
 AW2576  HISTORY     - Date     Condition        Report By
 AW2576  HISTORY     - 1960     MONUMENTED       CGS
 AW2576
 AW2576                          STATION DESCRIPTION
 AW2576
 AW2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AW2576'11.0 MI NE FROM HANKAMER.
 AW2576'IN LIBERTY COUNTY, 11.0 MILES NORTHEAST OF HANKAMER, CHAMBERS COUNTY.
 AW2576'TO REACH FROM THE SOUTH SIDE OF THE VILLAGE OF HANKMER.  GO EAST ON A
 AW2576'BLACKTOP ROAD FROM A T JUNCTION AND A CHURCH, 08.6 MILES TO THE
 AW2576'JUNCTION OF FM. ROAD NO. 1410.  TURN LEFT HERE AND GO NORTH ON FM
 AW2576'1410, 03.0 MILES TO THE SOUTH END OF A CURVE TO THE LEFT AND THE MARK
 AW2576'ON THE RIGHT.  THE MARK IS 1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE,
 AW2576'2 FEET NORTHEAST OF A BRACED CORNER POST AND IN THE POINT OF THE WEDGE
 AW2576'OF LAND BETWEEN THE HIGHWAY AND THE OLD ROAD.  A DISK STAMPED B 650
 AW2576'RESET 1960 SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1187 ***********************************************************************
 AY1187  DESIGNATION -  B 651
 AY1187  PID         -  AY1187
 AY1187  STATE/COUNTY-  TX/BANDERA
 AY1187  USGS QUAD   -  SECO PASS (1964)
 AY1187
 AY1187                         *CURRENT SURVEY CONTROL
 AY1187  ___________________________________________________________________
 AY1187* NAD 83(1986)-  29 39 38.     (N)    099 27 20.     (W)     SCALED    
 AY1187* NAVD 88     -       491.223  (meters)    1611.62   (feet)  ADJUSTED  
 AY1187  ___________________________________________________________________
 AY1187  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AY1187  DYNAMIC HT  -         490.496 (meters)    1609.24  (feet)  COMP
 AY1187  MODELED GRAV-     979,148.7   (mgal)                       NAVD 88
 AY1187
 AY1187  VERT ORDER  -  SECOND    CLASS 0
 AY1187
 AY1187.The horizontal coordinates were scaled from a topographic map and have
 AY1187.an estimated accuracy of +/- 6 seconds.
 AY1187
 AY1187.The orthometric height was determined by differential leveling
 AY1187.and adjusted by the National Geodetic Survey in June 1991..
 AY1187
 AY1187.The geoid height was determined by GEOID03.
 AY1187
 AY1187.The dynamic height is computed by dividing the NAVD 88
 AY1187.geopotential number by the normal gravity value computed on the
 AY1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1187.degrees latitude (g = 980.6199 gals.).
 AY1187
 AY1187.The modeled gravity was interpolated from observed gravity values.
 AY1187
 AY1187;                    North         East    Units  Estimated Accuracy
 AY1187;SPC TXSC     - 4,202,590.      555,900.      MT  (+/- 180 meters Scaled)
 AY1187
 AY1187                          SUPERSEDED SURVEY CONTROL
 AY1187
 AY1187  NGVD 29 (??/??/92)  491.100  (m)         1611.22   (f) ADJ UNCH    2 0
 AY1187
 AY1187.Superseded values are not recommended for survey control.
 AY1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1187.See file dsdata.txt to determine how the superseded data were derived.
 AY1187
 AY1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT559812(NAD 83)
 AY1187_MARKER: DB = BENCH MARK DISK
 AY1187_SETTING: 66 = SET IN ROCK OUTCROP
 AY1187_SP_SET: OUTCROP
 AY1187_STAMPING: B 651 1953
 AY1187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1187+STABILITY: POSITION/ELEVATION WELL
 AY1187
 AY1187  HISTORY     - Date     Condition        Report By
 AY1187  HISTORY     - 1953     MONUMENTED       CGS
 AY1187  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 AY1187
 AY1187                          STATION DESCRIPTION
 AY1187
 AY1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1187'12.8 MI SW FROM TARPLEY.
 AY1187'12.8 MILES SOUTHWEST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1187'TARPLEY, 197 FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, 103
 AY1187'FEET NORTHWEST OF A FENCE, 200 FEET WEST OF A WOODEN GATE, 104 FEET
 AY1187'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A ROCK OUTCROP.
 AY1187
 AY1187                          STATION RECOVERY (1993)
 AY1187
 AY1187'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1143 ***********************************************************************
 AB1143  DESIGNATION -  B 652
 AB1143  PID         -  AB1143
 AB1143  STATE/COUNTY-  TX/KENEDY
 AB1143  USGS QUAD   -  ANDREA RANCH (1982)
 AB1143
 AB1143                         *CURRENT SURVEY CONTROL
 AB1143  ___________________________________________________________________
 AB1143* NAD 83(1986)-  26 39 05.     (N)    097 56 04.     (W)     SCALED    
 AB1143* NAVD 88     -        13.755  (meters)      45.13   (feet)  ADJUSTED  
 AB1143  ___________________________________________________________________
 AB1143  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AB1143  DYNAMIC HT  -          13.733 (meters)      45.06  (feet)  COMP
 AB1143  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 AB1143
 AB1143  VERT ORDER  -  SECOND    CLASS 0
 AB1143
 AB1143.The horizontal coordinates were scaled from a topographic map and have
 AB1143.an estimated accuracy of +/- 6 seconds.
 AB1143
 AB1143.The orthometric height was determined by differential leveling
 AB1143.and adjusted by the National Geodetic Survey in June 1991..
 AB1143
 AB1143.The geoid height was determined by GEOID03.
 AB1143
 AB1143.The dynamic height is computed by dividing the NAVD 88
 AB1143.geopotential number by the normal gravity value computed on the
 AB1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1143.degrees latitude (g = 980.6199 gals.).
 AB1143
 AB1143.The modeled gravity was interpolated from observed gravity values.
 AB1143
 AB1143;                    North         East    Units  Estimated Accuracy
 AB1143;SPC TX S     - 5,109,230.      356,300.      MT  (+/- 180 meters Scaled)
 AB1143
 AB1143                          SUPERSEDED SURVEY CONTROL
 AB1143
 AB1143  NGVD 29 (??/??/92)   13.847  (m)           45.43   (f) ADJ UNCH    2 0
 AB1143
 AB1143.Superseded values are not recommended for survey control.
 AB1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1143.See file dsdata.txt to determine how the superseded data were derived.
 AB1143
 AB1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ060482(NAD 83)
 AB1143_MARKER: DB = BENCH MARK DISK
 AB1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1143_STAMPING: B 652 1942
 AB1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1143+STABILITY: SURFACE MOTION
 AB1143
 AB1143  HISTORY     - Date     Condition        Report By
 AB1143  HISTORY     - 1942     MONUMENTED       CGS
 AB1143
 AB1143                          STATION DESCRIPTION
 AB1143
 AB1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1143'18.3 MI NW FROM RAYMONDVILLE.
 AB1143'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1143'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1143'NORTHERLY 2.5 MILES, THENCE WESTERLY 1. MILE, THENCE NORTHERLY 0.6
 AB1143'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 11. MILES ALONG
 AB1143'RANCH ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ALONG RANCH
 AB1143'ROAD LEADING FROM LA TORDILLA RANCH TO SANTA FE SCHOOL AND 12. FEET
 AB1143'EAST OF AND ABOUT THE SAME ELEVATION AS THE ROAD.  IT IS 13. FEET
 AB1143'NORTHEAST OF SMALL MESQUITE TREE AND 3. FEET NORTH OF A 4X4-INCH
 AB1143'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0671 ***********************************************************************
 AB0671  DESIGNATION -  B 653
 AB0671  PID         -  AB0671
 AB0671  STATE/COUNTY-  TX/WILLACY
 AB0671  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0671
 AB0671                         *CURRENT SURVEY CONTROL
 AB0671  ___________________________________________________________________
 AB0671* NAD 83(1986)-  26 28 47.     (N)    097 50 44.     (W)     SCALED    
 AB0671* NAVD 88     -        12.199  (meters)      40.02   (feet)  ADJUSTED  
 AB0671  ___________________________________________________________________
 AB0671  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AB0671  DYNAMIC HT  -          12.180 (meters)      39.96  (feet)  COMP
 AB0671  MODELED GRAV-     979,043.8   (mgal)                       NAVD 88
 AB0671
 AB0671  VERT ORDER  -  SECOND    CLASS 0
 AB0671
 AB0671.The horizontal coordinates were scaled from a topographic map and have
 AB0671.an estimated accuracy of +/- 6 seconds.
 AB0671
 AB0671.The orthometric height was determined by differential leveling
 AB0671.and adjusted by the National Geodetic Survey in June 1991..
 AB0671
 AB0671.The geoid height was determined by GEOID03.
 AB0671
 AB0671.The dynamic height is computed by dividing the NAVD 88
 AB0671.geopotential number by the normal gravity value computed on the
 AB0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0671.degrees latitude (g = 980.6199 gals.).
 AB0671
 AB0671.The modeled gravity was interpolated from observed gravity values.
 AB0671
 AB0671;                    North         East    Units  Estimated Accuracy
 AB0671;SPC TX S     - 5,090,250.      365,250.      MT  (+/- 180 meters Scaled)
 AB0671
 AB0671                          SUPERSEDED SURVEY CONTROL
 AB0671
 AB0671  NGVD 29 (??/??/92)   12.268  (m)           40.25   (f) ADJ UNCH    2 0
 AB0671
 AB0671.Superseded values are not recommended for survey control.
 AB0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0671.See file dsdata.txt to determine how the superseded data were derived.
 AB0671
 AB0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ150293(NAD 83)
 AB0671_MARKER: DB = BENCH MARK DISK
 AB0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0671_STAMPING: B 653 1942
 AB0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0671+STABILITY: SURFACE MOTION
 AB0671
 AB0671  HISTORY     - Date     Condition        Report By
 AB0671  HISTORY     - 1942     MONUMENTED       CGS
 AB0671  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0671
 AB0671                          STATION DESCRIPTION
 AB0671
 AB0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0671'3.6 MI W FROM RAYMONDVILLE.
 AB0671'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB0671'PROCEED 3.7 (STADIA) MILES WESTERLY ALONG STATE HIGHWAY NO. 186 TO
 AB0671'SITE OF BENCH MARK. BENCH MARK IS AT NORTHEAST CORNER OF INTERSECTION
 AB0671'OF STATE HIGHWAY NO. 186 WITH GRADED DIRT ROAD LEADING NORTH, 39.0
 AB0671'FEET SOUTHEAST OF CONCRETE WATER SUPPLY TANK, 48.4 FEET NORTH OF AND
 AB0671'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, 12.8 FEET WEST
 AB0671'OF AN R.E.A. TRANSFORMER POLE, AND IN LINE WITH ROW OF POLES RUNNING
 AB0671'EAST ALONG NORTH SIDE OF HIGHWAY, AND 3.0 FEET WEST OF A 4X4-INCH
 AB0671'WOODEN MARKER POST. MONUMENT PROJECTS 0.5 FOOT.
 AB0671
 AB0671                          STATION RECOVERY (1987)
 AB0671
 AB0671'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1173 ***********************************************************************
 AB1173  DESIGNATION -  B 654
 AB1173  PID         -  AB1173
 AB1173  STATE/COUNTY-  TX/WILLACY
 AB1173  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1173
 AB1173                         *CURRENT SURVEY CONTROL
 AB1173  ___________________________________________________________________
 AB1173* NAD 83(1986)-  26 30 29.     (N)    097 57 10.     (W)     SCALED    
 AB1173* NAVD 88     -        13.370  (meters)      43.86   (feet)  ADJUSTED  
 AB1173  ___________________________________________________________________
 AB1173  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AB1173  DYNAMIC HT  -          13.349 (meters)      43.80  (feet)  COMP
 AB1173  MODELED GRAV-     979,041.9   (mgal)                       NAVD 88
 AB1173
 AB1173  VERT ORDER  -  SECOND    CLASS 0
 AB1173
 AB1173.The horizontal coordinates were scaled from a topographic map and have
 AB1173.an estimated accuracy of +/- 6 seconds.
 AB1173
 AB1173.The orthometric height was determined by differential leveling
 AB1173.and adjusted by the National Geodetic Survey in June 1991..
 AB1173
 AB1173.The geoid height was determined by GEOID03.
 AB1173
 AB1173.The dynamic height is computed by dividing the NAVD 88
 AB1173.geopotential number by the normal gravity value computed on the
 AB1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1173.degrees latitude (g = 980.6199 gals.).
 AB1173
 AB1173.The modeled gravity was interpolated from observed gravity values.
 AB1173
 AB1173;                    North         East    Units  Estimated Accuracy
 AB1173;SPC TX S     - 5,093,340.      354,550.      MT  (+/- 180 meters Scaled)
 AB1173
 AB1173                          SUPERSEDED SURVEY CONTROL
 AB1173
 AB1173  NGVD 29 (??/??/92)   13.462  (m)           44.17   (f) ADJ UNCH    2 0
 AB1173
 AB1173.Superseded values are not recommended for survey control.
 AB1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1173.See file dsdata.txt to determine how the superseded data were derived.
 AB1173
 AB1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ043323(NAD 83)
 AB1173_MARKER: DB = BENCH MARK DISK
 AB1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1173_STAMPING: B 654 1942
 AB1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1173+STABILITY: SURFACE MOTION
 AB1173
 AB1173  HISTORY     - Date     Condition        Report By
 AB1173  HISTORY     - 1942     MONUMENTED       CGS
 AB1173  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB1173
 AB1173                          STATION DESCRIPTION
 AB1173
 AB1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1173'12.0 MI NW FROM RAYMONDVILLE.
 AB1173'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE--
 AB1173'PROCEED 10.5 MILES WESTERLY ALONG STATE HIGHWAY NO. 186, THENCE GO 1.6
 AB1173'MILES NORTHERLY ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK. BENCH
 AB1173'MARK IS EAST OF THE ROAD, ABOUT 1.0 FOOT HIGHER THAN THE CENTERLINE OF
 AB1173'ROAD, 6.0 FEET WEST OF A LARGE MESQUITE TREE, 3.0 FEET EAST OF ROAD
 AB1173'FENCE, AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. MONUMENT
 AB1173'PROJECTS 0.5 FOOT.
 AB1173
 AB1173                          STATION RECOVERY (1954)
 AB1173
 AB1173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0404 ***********************************************************************
 AB0404  DESIGNATION -  B 655
 AB0404  PID         -  AB0404
 AB0404  STATE/COUNTY-  TX/WILLACY
 AB0404  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0404
 AB0404                         *CURRENT SURVEY CONTROL
 AB0404  ___________________________________________________________________
 AB0404* NAD 83(1986)-  26 22 43.     (N)    097 47 28.     (W)     SCALED    
 AB0404* NAVD 88     -        11.478  (meters)      37.66   (feet)  ADJUSTED  
 AB0404  ___________________________________________________________________
 AB0404  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AB0404  DYNAMIC HT  -          11.460 (meters)      37.60  (feet)  COMP
 AB0404  MODELED GRAV-     979,041.4   (mgal)                       NAVD 88
 AB0404
 AB0404  VERT ORDER  -  FIRST     CLASS II
 AB0404
 AB0404.The horizontal coordinates were scaled from a topographic map and have
 AB0404.an estimated accuracy of +/- 6 seconds.
 AB0404
 AB0404.The orthometric height was determined by differential leveling
 AB0404.and adjusted by the National Geodetic Survey in June 1991..
 AB0404.WARNING-Repeat measurements at this control monument indicate possible
 AB0404.vertical movement.
 AB0404
 AB0404.The geoid height was determined by GEOID03.
 AB0404
 AB0404.The dynamic height is computed by dividing the NAVD 88
 AB0404.geopotential number by the normal gravity value computed on the
 AB0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0404.degrees latitude (g = 980.6199 gals.).
 AB0404
 AB0404.The modeled gravity was interpolated from observed gravity values.
 AB0404
 AB0404;                    North         East    Units  Estimated Accuracy
 AB0404;SPC TX S     - 5,079,080.      370,740.      MT  (+/- 180 meters Scaled)
 AB0404
 AB0404                          SUPERSEDED SURVEY CONTROL
 AB0404
 AB0404  NGVD 29 (??/??/92)   11.552  (m)           37.90   (f) ADJ UNCH    1 2
 AB0404
 AB0404.Superseded values are not recommended for survey control.
 AB0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0404.See file dsdata.txt to determine how the superseded data were derived.
 AB0404
 AB0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ205181(NAD 83)
 AB0404_MARKER: DB = BENCH MARK DISK
 AB0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0404_STAMPING: B 655 1942
 AB0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0404+STABILITY: SURFACE MOTION
 AB0404
 AB0404  HISTORY     - Date     Condition        Report By
 AB0404  HISTORY     - 1942     MONUMENTED       CGS
 AB0404  HISTORY     - 1951     GOOD             NGS
 AB0404  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0404
 AB0404                          STATION DESCRIPTION
 AB0404
 AB0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0404'2.15 MI S FROM LYFORD.
 AB0404'2.15 MILES SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0404'FROM THE STATION AT LYFORD, 128 FEET EAST OF THE EAST RAIL, 37 FEET
 AB0404'EAST OF THE CENTER LINE OF U.S. HIGHWAY 77, 45 FEET SOUTH OF THE
 AB0404'CENTER LINE OF A ROAD LEADING EAST, 7 FEET SOUTH OF A POWER POLE, 1
 AB0404'FOOT WEST OF A FENCE, 1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 AB0404'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. NOTE--
 AB0404'NOW THE SOUTHERN PACIFIC LINES.
 AB0404
 AB0404                          STATION RECOVERY (1981)
 AB0404
 AB0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0404'NOT RECOVERED, SEARCHED FOR, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0451 ***********************************************************************
 AE0451  DESIGNATION -  B 656
 AE0451  PID         -  AE0451
 AE0451  STATE/COUNTY-  TX/HIDALGO
 AE0451  USGS QUAD   -  HARGILL (1963)
 AE0451
 AE0451                         *CURRENT SURVEY CONTROL
 AE0451  ___________________________________________________________________
 AE0451* NAD 83(1986)-  26 29 44.     (N)    098 04 45.     (W)     SCALED    
 AE0451* NAVD 88     -        19.156  (meters)      62.85   (feet)  ADJUSTED  
 AE0451  ___________________________________________________________________
 AE0451  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE0451  DYNAMIC HT  -          19.125 (meters)      62.75  (feet)  COMP
 AE0451  MODELED GRAV-     979,032.4   (mgal)                       NAVD 88
 AE0451
 AE0451  VERT ORDER  -  SECOND    CLASS 0
 AE0451
 AE0451.The horizontal coordinates were scaled from a topographic map and have
 AE0451.an estimated accuracy of +/- 6 seconds.
 AE0451
 AE0451.The orthometric height was determined by differential leveling
 AE0451.and adjusted by the National Geodetic Survey in June 1991..
 AE0451
 AE0451.The geoid height was determined by GEOID03.
 AE0451
 AE0451.The dynamic height is computed by dividing the NAVD 88
 AE0451.geopotential number by the normal gravity value computed on the
 AE0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0451.degrees latitude (g = 980.6199 gals.).
 AE0451
 AE0451.The modeled gravity was interpolated from observed gravity values.
 AE0451
 AE0451;                    North         East    Units  Estimated Accuracy
 AE0451;SPC TX S     - 5,091,910.      341,950.      MT  (+/- 180 meters Scaled)
 AE0451
 AE0451                          SUPERSEDED SURVEY CONTROL
 AE0451
 AE0451  NGVD 29 (??/??/92)   19.256  (m)           63.18   (f) ADJ UNCH    2 0
 AE0451
 AE0451.Superseded values are not recommended for survey control.
 AE0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0451.See file dsdata.txt to determine how the superseded data were derived.
 AE0451
 AE0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ917308(NAD 83)
 AE0451_MARKER: DB = BENCH MARK DISK
 AE0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0451_STAMPING: B 656
 AE0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0451+STABILITY: SURFACE MOTION
 AE0451
 AE0451  HISTORY     - Date     Condition        Report By
 AE0451  HISTORY     - UNK      MONUMENTED       CGS
 AE0451  HISTORY     - 1942     GOOD             NGS
 AE0451  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0451
 AE0451                          STATION DESCRIPTION
 AE0451
 AE0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0451'7.9 MI SE FROM SAN MANUEL.
 AE0451'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 4.2 MILES
 AE0451'SOUTHERLY ALONG U.S. HIGHWAY NO. 281, THENCE GO 3.5 MILES EASTERLY
 AE0451'ALONG RED GATE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1
 AE0451'MILE WEST OF A TRACK ROAD LEADING SOUTH, 20.0 FEET NORTH OF AND ABOUT
 AE0451'1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, AND 3.0 FEET WEST OF A
 AE0451'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT
 AE0451
 AE0451                          STATION RECOVERY (1962)
 AE0451
 AE0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0434 ***********************************************************************
 AE0434  DESIGNATION -  B 657
 AE0434  PID         -  AE0434
 AE0434  STATE/COUNTY-  TX/HIDALGO
 AE0434  USGS QUAD   -  LA BLANCA (1982)
 AE0434
 AE0434                         *CURRENT SURVEY CONTROL
 AE0434  ___________________________________________________________________
 AE0434* NAD 83(1986)-  26 18 19.     (N)    098 06 49.     (W)     SCALED    
 AE0434* NAVD 88     -        26.262  (meters)      86.16   (feet)  ADJUSTED  
 AE0434  ___________________________________________________________________
 AE0434  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AE0434  DYNAMIC HT  -          26.219 (meters)      86.02  (feet)  COMP
 AE0434  MODELED GRAV-     979,016.3   (mgal)                       NAVD 88
 AE0434
 AE0434  VERT ORDER  -  SECOND    CLASS 0
 AE0434
 AE0434.The horizontal coordinates were scaled from a topographic map and have
 AE0434.an estimated accuracy of +/- 6 seconds.
 AE0434
 AE0434.The orthometric height was determined by differential leveling
 AE0434.and adjusted by the National Geodetic Survey in June 1991..
 AE0434
 AE0434.The geoid height was determined by GEOID03.
 AE0434
 AE0434.The dynamic height is computed by dividing the NAVD 88
 AE0434.geopotential number by the normal gravity value computed on the
 AE0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0434.degrees latitude (g = 980.6199 gals.).
 AE0434
 AE0434.The modeled gravity was interpolated from observed gravity values.
 AE0434
 AE0434;                    North         East    Units  Estimated Accuracy
 AE0434;SPC TX S     - 5,070,810.      338,580.      MT  (+/- 180 meters Scaled)
 AE0434
 AE0434                          SUPERSEDED SURVEY CONTROL
 AE0434
 AE0434  NGVD 29 (??/??/92)   26.38   (m)           86.5    (f) COMPUTED    2 0
 AE0434
 AE0434.Superseded values are not recommended for survey control.
 AE0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0434.See file dsdata.txt to determine how the superseded data were derived.
 AE0434
 AE0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ884097(NAD 83)
 AE0434_MARKER: DB = BENCH MARK DISK
 AE0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0434_STAMPING: B 657 1942
 AE0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0434+STABILITY: SURFACE MOTION
 AE0434
 AE0434  HISTORY     - Date     Condition        Report By
 AE0434  HISTORY     - 1942     MONUMENTED       CGS
 AE0434  HISTORY     - 1961     MARK NOT FOUND   NGS
 AE0434  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0434  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AE0434
 AE0434                          STATION DESCRIPTION
 AE0434
 AE0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0434'3.7 MI NE FROM EDINBURG.
 AE0434'TO REACH FROM THE HIDALGO COUNTY COURTHOUSE AT EDINBURG.  PROCEED 0.7
 AE0434'MILE NORTHERLY ALONG U. S. HIGHWAY NO. 281 TO SOUTHERN PACIFIC
 AE0434'RAILROAD TRACKS, THENCE GO 3.0 MILES EASTERLY ALONG TRACKS TO SITE OF
 AE0434'BENCH MARK.  BENCH MARK IS 8.8 FEET EAST OF THE THIRD POLE EAST OF
 AE0434'MILE POST 146 AND IN LINE WITH ROW OF POLES NORTH OF TRACK, ABOUT
 AE0434'300.0 FEET WEST OF RAILROAD CROSSING, 33.0 FEET NORTH OF AND 1.0 FOOT
 AE0434'BELOW CENTERLINE OF TRACKS, 8.5 FEET SOUTH OF RIGHT-OF-WAY FENCE, AND
 AE0434'3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5
 AE0434'FOOT.
 AE0434
 AE0434                          STATION RECOVERY (1961)
 AE0434
 AE0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AE0434'MARK NOT FOUND.
 AE0434
 AE0434                          STATION RECOVERY (1992)
 AE0434
 AE0434'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0434'MARK NOT FOUND.
 AE0434
 AE0434                          STATION RECOVERY (2004)
 AE0434
 AE0434'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE0434'NOT FOUND.  RAIL ROAD HAS BEEN ABANDONED AND TRACKS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0358 ***********************************************************************
 AW0358  DESIGNATION -  B 659
 AW0358  PID         -  AW0358
 AW0358  STATE/COUNTY-  TX/HARRIS
 AW0358  USGS QUAD   -  SETTEGAST (1995)
 AW0358
 AW0358                         *CURRENT SURVEY CONTROL
 AW0358  ___________________________________________________________________
 AW0358* NAD 83(1986)-  29 48 11.     (N)    095 16 49.     (W)     SCALED    
 AW0358* NAVD 88     -        12.308  (meters)      40.38   (feet)  ADJUSTED  
 AW0358  ___________________________________________________________________
 AW0358  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0358  DYNAMIC HT  -          12.291 (meters)      40.32  (feet)  COMP
 AW0358  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 AW0358
 AW0358  VERT ORDER  -  FIRST     CLASS II
 AW0358
 AW0358.The horizontal coordinates were scaled from a topographic map and have
 AW0358.an estimated accuracy of +/- 6 seconds.
 AW0358
 AW0358.The orthometric height was determined by differential leveling
 AW0358.and adjusted by the National Geodetic Survey in June 1991..
 AW0358
 AW0358.The geoid height was determined by GEOID03.
 AW0358
 AW0358.The dynamic height is computed by dividing the NAVD 88
 AW0358.geopotential number by the normal gravity value computed on the
 AW0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0358.degrees latitude (g = 980.6199 gals.).
 AW0358
 AW0358.The modeled gravity was interpolated from observed gravity values.
 AW0358
 AW0358;                    North         East    Units  Estimated Accuracy
 AW0358;SPC TXSC     - 4,224,020.      959,510.      MT  (+/- 180 meters Scaled)
 AW0358
 AW0358                          SUPERSEDED SURVEY CONTROL
 AW0358
 AW0358  NGVD 29 (12/23/87)   12.305  (m)           40.37   (f) ADJUSTED    1 2
 AW0358
 AW0358.Superseded values are not recommended for survey control.
 AW0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0358.See file dsdata.txt to determine how the superseded data were derived.
 AW0358
 AW0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN796991(NAD 83)
 AW0358_MARKER: DB = BENCH MARK DISK
 AW0358_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0358_SP_SET: HEADWALL
 AW0358_STAMPING: B 659 1942
 AW0358_MARK LOGO: CGS   
 AW0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0358+STABILITY: SURFACE MOTION
 AW0358
 AW0358  HISTORY     - Date     Condition        Report By
 AW0358  HISTORY     - 1942     MONUMENTED       CGS
 AW0358  HISTORY     - 1972     GOOD             NGS
 AW0358  HISTORY     - 1978     GOOD             NGS
 AW0358  HISTORY     - 1983     GOOD             NGS
 AW0358  HISTORY     - 1987     GOOD             USPSQD
 AW0358  HISTORY     - 1987     GOOD             NGS
 AW0358  HISTORY     - 1988     GOOD             USPSQD
 AW0358
 AW0358                          STATION DESCRIPTION
 AW0358
 AW0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0358'5.95 MI NE FROM HOUSTON.
 AW0358'ABOUT 5.95 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AW0358'THE STATION AT HOUSTON, AT THE LOOP 137 AND I-610 OVERPASS, SET IN THE
 AW0358'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL TO A
 AW0358'12-FOOT BOX CULVERT UNDER LIBERTY RD., 60.6 FEET NORTHWEST OF THE
 AW0358'NORTHWEST RAIL, 80.4 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF
 AW0358'NORTH LOOP EAST FWY., 21.7 FEET SOUTHEAST OF THE CENTER LINE OF
 AW0358'LIBERTY RD., 2.1 FEET NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 AW0358'HEADWALL, ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL.
 AW0358
 AW0358                          STATION RECOVERY (1978)
 AW0358
 AW0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0358'RECOVERED IN GOOD CONDITION.
 AW0358
 AW0358                          STATION RECOVERY (1983)
 AW0358
 AW0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0358'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0358'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0358'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0358'SOUTHERN PACIFIC RAILROAD, THENCE 8.9 KM (5.55 MI) NORTHEAST ALONG THE
 AW0358'RAILROAD, AT THE INTERSTATE HIGHWAY 10 OVERPASS, SET IN THE TOP OF THE
 AW0358'SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT UNDER
 AW0358'LIBERTY ROAD, 18.46 METERS (60.5 FT) NORTHWEST OF THE NORTHWEST RAIL
 AW0358'OF THE RAILROAD TRACKS, 6.55 METERS (21.5 FT) SOUTHEAST OF THE
 AW0358'CENTERLINE OF LIBERTY ROAD, AND 0.61 METERS (2.0 FT) NORTHEAST OF THE
 AW0358'SOUTHWEST END OF THE SOUTHEAST HEADWALL OF THE CULVERT.
 AW0358'THE MARK IS 0.3 M ABOVE ROAD.
 AW0358
 AW0358                          STATION RECOVERY (1987)
 AW0358
 AW0358'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0358'RECOVERED IN GOOD CONDITION.
 AW0358
 AW0358                          STATION RECOVERY (1987)
 AW0358
 AW0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0358'RECOVERED IN GOOD CONDITION.
 AW0358
 AW0358                          STATION RECOVERY (1988)
 AW0358
 AW0358'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0594 ***********************************************************************
 BZ0594  DESIGNATION -  B 66
 BZ0594  PID         -  BZ0594
 BZ0594  STATE/COUNTY-  TX/LIMESTONE
 BZ0594  USGS QUAD   -  COOLIDGE (1978)
 BZ0594
 BZ0594                         *CURRENT SURVEY CONTROL
 BZ0594  ___________________________________________________________________
 BZ0594* NAD 83(1986)-  31 47 45.     (N)    096 42 16.     (W)     SCALED    
 BZ0594* NAVD 88     -       149.344  (meters)     489.97   (feet)  ADJUSTED  
 BZ0594  ___________________________________________________________________
 BZ0594  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BZ0594  DYNAMIC HT  -         149.165 (meters)     489.39  (feet)  COMP
 BZ0594  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 BZ0594
 BZ0594  VERT ORDER  -  FIRST     CLASS II
 BZ0594
 BZ0594.The horizontal coordinates were scaled from a topographic map and have
 BZ0594.an estimated accuracy of +/- 6 seconds.
 BZ0594
 BZ0594.The orthometric height was determined by differential leveling
 BZ0594.and adjusted by the National Geodetic Survey in June 1991..
 BZ0594.WARNING-Repeat measurements at this control monument indicate possible
 BZ0594.vertical movement.
 BZ0594
 BZ0594.The geoid height was determined by GEOID03.
 BZ0594
 BZ0594.The dynamic height is computed by dividing the NAVD 88
 BZ0594.geopotential number by the normal gravity value computed on the
 BZ0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0594.degrees latitude (g = 980.6199 gals.).
 BZ0594
 BZ0594.The modeled gravity was interpolated from observed gravity values.
 BZ0594
 BZ0594;                    North         East    Units  Estimated Accuracy
 BZ0594;SPC TX C     - 3,241,640.    1,043,590.      MT  (+/- 180 meters Scaled)
 BZ0594
 BZ0594                          SUPERSEDED SURVEY CONTROL
 BZ0594
 BZ0594  NGVD 29 (??/??/92)  149.380  (m)          490.09   (f) ADJ UNCH    1 2
 BZ0594
 BZ0594.Superseded values are not recommended for survey control.
 BZ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0594.See file dsdata.txt to determine how the superseded data were derived.
 BZ0594
 BZ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA173201(NAD 83)
 BZ0594_MARKER: B = BOLT
 BZ0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0594_SP_SET: CULVERT
 BZ0594_STAMPING: B 66
 BZ0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0594
 BZ0594  HISTORY     - Date     Condition        Report By
 BZ0594  HISTORY     - UNK      MONUMENTED       CGS
 BZ0594  HISTORY     - 1952     GOOD             NGS
 BZ0594  HISTORY     - 1980     GOOD             NGS
 BZ0594  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0594
 BZ0594                          STATION DESCRIPTION
 BZ0594
 BZ0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0594'4.5 MI NW FROM COOLIDGE.
 BZ0594'4.5 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE OLD BURLINGTON
 BZ0594'AND ROCK ISLAND RAILROAD STATION AT COOLIDGE, AT MUNGER, 0.1 MILE EAST
 BZ0594'OF A ROAD CROSSING, 89 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BZ0594'12 FEET SOUTH OF THE CENTER LINE OF AN OLD RAILROAD GRADE, SET IN THE
 BZ0594'TOP OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER
 BZ0594'THE OLD RAILROAD FILL.
 BZ0594
 BZ0594                          STATION RECOVERY (1980)
 BZ0594
 BZ0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0594'11.3 KM. (7.0 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ0594'OF STATE HIGHWAY 31 IN HUBBARD, 0.15 KM. (0.1 MI.) SOUTHEAST OF A ROAD
 BZ0594'CROSSING, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF
 BZ0594'A CONCRETE CULVERT UNDER THE OLD RAILROAD FILL, 27.1 M. (89.0 FT.)
 BZ0594'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 BZ0594
 BZ0594                          STATION RECOVERY (1995)
 BZ0594
 BZ0594'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0760 ***********************************************************************
 AW0760  DESIGNATION -  B 660
 AW0760  PID         -  AW0760
 AW0760  STATE/COUNTY-  TX/HARRIS
 AW0760  USGS QUAD   -  MONT BELVIEU (1994)
 AW0760
 AW0760                         *CURRENT SURVEY CONTROL
 AW0760  ___________________________________________________________________
 AW0760* NAD 83(1986)-  29 46 52.     (N)    094 56 48.     (W)     SCALED    
 AW0760* NAVD 88     -         8.34   (+/-2cm)      27.4    (feet)  VERTCON   
 AW0760  ___________________________________________________________________
 AW0760  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW0760
 AW0760  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0760
 AW0760.The horizontal coordinates were scaled from a topographic map and have
 AW0760.an estimated accuracy of +/- 6 seconds.
 AW0760
 AW0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0760.The vertical order pertains to the NGVD 29 superseded value.
 AW0760
 AW0760.The geoid height was determined by GEOID03.
 AW0760
 AW0760;                    North         East    Units  Estimated Accuracy
 AW0760;SPC TXSC     - 4,222,660.      991,830.      MT  (+/- 180 meters Scaled)
 AW0760
 AW0760                          SUPERSEDED SURVEY CONTROL
 AW0760
 AW0760  NGVD 29 (??/??/92)    8.341  (m)           27.37   (f) ADJ UNCH    1 2
 AW0760
 AW0760.Superseded values are not recommended for survey control.
 AW0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0760.See file dsdata.txt to determine how the superseded data were derived.
 AW0760
 AW0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN118961(NAD 83)
 AW0760_MARKER: DB = BENCH MARK DISK
 AW0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0760_SP_SET: CULVERT
 AW0760_STAMPING: B 660 1942
 AW0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0760
 AW0760  HISTORY     - Date     Condition        Report By
 AW0760  HISTORY     - 1942     MONUMENTED       CGS
 AW0760  HISTORY     - 1964     GOOD             NGS
 AW0760  HISTORY     - 1978     GOOD             NGS
 AW0760  HISTORY     - 1978     GOOD             DOD
 AW0760  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0760  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0760  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0760  HISTORY     - 19900315 MARK NOT FOUND   USPSQD
 AW0760  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AW0760
 AW0760                          STATION DESCRIPTION
 AW0760
 AW0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0760'1.75 MI N FROM CEDAR BAYOU.
 AW0760'ABOUT 1.75 MILES NORTH ALONG THE CROSBY-CEDAR BAYOU ROAD FROM THE
 AW0760'ASSEMBLY OF GOD CHURCH AT CEDAR BAYOU, 10 FEET NORTHEAST OF THE CENTER
 AW0760'LINE OF THE ROAD, 23 FEET NORTHWEST OF THE CENTER LINE OF A PAVED
 AW0760'ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 AW0760'HEAD WALL OF A CULVERT, AND 54 FEET NORTHEAST OF BENCH MARK 147 (TEX.
 AW0760'GEOD. S.).
 AW0760
 AW0760                          STATION RECOVERY (1978)
 AW0760
 AW0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0760'RECOVERED IN GOOD CONDITION.
 AW0760
 AW0760                          STATION RECOVERY (1978)
 AW0760
 AW0760'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0760'RECOVERED IN GOOD CONDITION.
 AW0760
 AW0760                          STATION RECOVERY (1987)
 AW0760
 AW0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0760'NOT RECOVERED, A NEW BOX CULVERT HAS BEEN CONSTRUCTED AT THIS
 AW0760'LOCATION, CONSIDER DESTROYED.
 AW0760
 AW0760                          STATION RECOVERY (1989)
 AW0760
 AW0760'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW0760'MARK NOT FOUND.
 AW0760
 AW0760                          STATION RECOVERY (1989)
 AW0760
 AW0760'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0760'MARK NOT FOUND.
 AW0760
 AW0760                          STATION RECOVERY (1990)
 AW0760
 AW0760'RECOVERY NOTE BY US POWER SQUADRON 1990 (DJW)
 AW0760'MARK NOT FOUND.
 AW0760
 AW0760                          STATION RECOVERY (1997)
 AW0760
 AW0760'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2906 ***********************************************************************
 AW2906  DESIGNATION -  B 661 RESET 1967
 AW2906  PID         -  AW2906
 AW2906  STATE/COUNTY-  TX/CHAMBERS
 AW2906  USGS QUAD   -  MONT BELVIEU (1994)
 AW2906
 AW2906                         *CURRENT SURVEY CONTROL
 AW2906  ___________________________________________________________________
 AW2906* NAD 83(1986)-  29 51 04.     (N)    094 53 32.     (W)     SCALED    
 AW2906* NAVD 88     -        21.84   (+/-2cm)      71.7    (feet)  VERTCON   
 AW2906  ___________________________________________________________________
 AW2906  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW2906
 AW2906  VERT ORDER  -  THIRD (See Below)
 AW2906
 AW2906.The horizontal coordinates were scaled from a topographic map and have
 AW2906.an estimated accuracy of +/- 6 seconds.
 AW2906
 AW2906.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2906.The vertical order pertains to the NGVD 29 superseded value.
 AW2906
 AW2906.The geoid height was determined by GEOID03.
 AW2906
 AW2906;                    North         East    Units  Estimated Accuracy
 AW2906;SPC TXSC     - 4,230,600.      996,820.      MT  (+/- 180 meters Scaled)
 AW2906
 AW2906                          SUPERSEDED SURVEY CONTROL
 AW2906
 AW2906  NGVD 29 (01/29/03)   21.84   (m)           71.7    (f) RESET       3  
 AW2906
 AW2906.Superseded values are not recommended for survey control.
 AW2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2906.See file dsdata.txt to determine how the superseded data were derived.
 AW2906
 AW2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP172037(NAD 83)
 AW2906_MARKER: DB = BENCH MARK DISK
 AW2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2906_STAMPING: B 661 1942 RESET 1967
 AW2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2906+STABILITY: SURFACE MOTION
 AW2906
 AW2906  HISTORY     - Date     Condition        Report By
 AW2906  HISTORY     - 1967     MONUMENTED       CGS
 AW2906  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2906  HISTORY     - 20031230 MARK NOT FOUND   USPSQD
 AW2906
 AW2906                          STATION DESCRIPTION
 AW2906
 AW2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AW2906'IN MONT BELVIEU.
 AW2906'THE MARK IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A 12-INCH
 AW2906'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 AW2906'IT IS LOCATED ABOUT 50 METERS SOUTH OF THE MONT BELVIEW METHODIST
 AW2906'CHURCH AND ON THE CHURCH GROUNDS.  IT IS 66 FEET EAST-SOUTHEAST OF A
 AW2906'POWER LINE POLE WITH TWO TRANSFORMERS, 59.7 FEET EAST-NORTHEAST OF THE
 AW2906'CENTER OF THE MAIN PAVED STREET IN MONT BELVIEU (LOOP 207). 30.3 FEET
 AW2906'SOUTH OF A 24 INCH CEDAR TREE AND 1.5 FEET NORTH-NORTHWEST OF THE
 AW2906'NORTHWEST CORNER POST OF THE MOST WESTERLY CORNER OF THE CEMETERY.
 AW2906
 AW2906                          STATION RECOVERY (1990)
 AW2906
 AW2906'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW2906'MARK NOT FOUND.
 AW2906
 AW2906                          STATION RECOVERY (2003)
 AW2906
 AW2906'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2906'NEW DIRECTIONS
 AW2906'GO TO THE T JUNCTION OF LOOP 207 AND FARM ROAD 565. FROM THE FIREPLUG
 AW2906'AT THE CORNER, N29 50 52.9 W094 53 27.3, GO SOUTH ALONG LOOP 207 FOR
 AW2906'226 FEET, 24 FEET EAST OF THE CENTERLINE OF THE LOOP 207 IS THE MARK
 AW2906'SET IN THE TOP OF THE SOUTH HEADWALL FOR A 35 INCH CULVERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3154 ***********************************************************************
 AW3154  DESIGNATION -  B 663
 AW3154  PID         -  AW3154
 AW3154  STATE/COUNTY-  TX/LIBERTY
 AW3154  USGS QUAD   -  WHITES BAYOU (1994)
 AW3154
 AW3154                         *CURRENT SURVEY CONTROL
 AW3154  ___________________________________________________________________
 AW3154* NAD 83(1986)-  29 56 34.     (N)    094 33 40.     (W)     SCALED    
 AW3154* NAVD 88     -        13.92   (+/-2cm)      45.7    (feet)  VERTCON   
 AW3154  ___________________________________________________________________
 AW3154  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW3154
 AW3154  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3154
 AW3154.The horizontal coordinates were scaled from a topographic map and have
 AW3154.an estimated accuracy of +/- 6 seconds.
 AW3154
 AW3154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3154.The vertical order pertains to the NGVD 29 superseded value.
 AW3154
 AW3154.The geoid height was determined by GEOID03.
 AW3154
 AW3154;                    North         East    Units  Estimated Accuracy
 AW3154;SPC TX C     - 3,045,070.    1,257,040.      MT  (+/- 180 meters Scaled)
 AW3154
 AW3154                          SUPERSEDED SURVEY CONTROL
 AW3154
 AW3154  NGVD 29 (??/??/92)   13.926  (m)           45.69   (f) ADJ UNCH    1 2
 AW3154
 AW3154.Superseded values are not recommended for survey control.
 AW3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3154.See file dsdata.txt to determine how the superseded data were derived.
 AW3154
 AW3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP493134(NAD 83)
 AW3154_MARKER: DB = BENCH MARK DISK
 AW3154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3154_SP_SET: CULVERT
 AW3154_STAMPING: B 663 1942
 AW3154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3154+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3154
 AW3154  HISTORY     - Date     Condition        Report By
 AW3154  HISTORY     - 1942     MONUMENTED       CGS
 AW3154  HISTORY     - 1959     GOOD             NGS
 AW3154  HISTORY     - 20060121 GOOD             USPSQD
 AW3154
 AW3154                          STATION DESCRIPTION
 AW3154
 AW3154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3154'8.6 MI NE FROM HANKAMER.
 AW3154'ABOUT 6.3 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF CHRIST
 AW3154'AT HANKAMER, THENCE ABOUT 2.3 MILES EAST ALONG FARM ROAD 1410, AT THE
 AW3154'JUNCTION OF A PRIVATE ROAD LEADING SOUTH, IN THE TOP AND CENTER OF THE
 AW3154'SOUTH HEAD WALL OF A 3 X 4-FOOT CONCRETE CULVERT, 15 FEET SOUTH OF THE
 AW3154'CENTER LINE OF THE ROAD, 19 FEET EAST OF THE CENTER LINE OF THE
 AW3154'PROVATE ROAD, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 AW3154
 AW3154                          STATION RECOVERY (2006)
 AW3154
 AW3154'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3154'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2882 ***********************************************************************
 AW2882  DESIGNATION -  B 665
 AW2882  PID         -  AW2882
 AW2882  STATE/COUNTY-  TX/LIBERTY
 AW2882  USGS QUAD   -  MOSS BLUFF (1993)
 AW2882
 AW2882                         *CURRENT SURVEY CONTROL
 AW2882  ___________________________________________________________________
 AW2882* NAD 83(1986)-  29 57 57.     (N)    094 50 36.     (W)     SCALED    
 AW2882* NAVD 88     -        16.65   (+/-2cm)      54.6    (feet)  VERTCON   
 AW2882  ___________________________________________________________________
 AW2882  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2882
 AW2882  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2882
 AW2882.The horizontal coordinates were scaled from a topographic map and have
 AW2882.an estimated accuracy of +/- 6 seconds.
 AW2882
 AW2882.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2882.The vertical order pertains to the NGVD 29 superseded value.
 AW2882
 AW2882.The geoid height was determined by GEOID03.
 AW2882
 AW2882;                    North         East    Units  Estimated Accuracy
 AW2882;SPC TX C     - 3,046,240.    1,229,700.      MT  (+/- 180 meters Scaled)
 AW2882
 AW2882                          SUPERSEDED SURVEY CONTROL
 AW2882
 AW2882  NGVD 29 (??/??/92)   16.647  (m)           54.62   (f) ADJ UNCH    1 2
 AW2882
 AW2882.Superseded values are not recommended for survey control.
 AW2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2882.See file dsdata.txt to determine how the superseded data were derived.
 AW2882
 AW2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP221164(NAD 83)
 AW2882_MARKER: DB = BENCH MARK DISK
 AW2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2882_STAMPING: B 665 1942
 AW2882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2882+STABILITY: SURFACE MOTION
 AW2882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2882+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AW2882
 AW2882  HISTORY     - Date     Condition        Report By
 AW2882  HISTORY     - 1942     MONUMENTED       CGS
 AW2882  HISTORY     - 1959     GOOD             NGS
 AW2882  HISTORY     - 1964     GOOD             NGS
 AW2882  HISTORY     - 20040315 MARK NOT FOUND   USPSQD
 AW2882  HISTORY     - 20050208 GOOD             USPSQD
 AW2882
 AW2882                          STATION DESCRIPTION
 AW2882
 AW2882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2882'6.8 MI SE FROM DAYTON.
 AW2882'ABOUT 0.15 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE DAYTON HIGH
 AW2882'SCHOOL AT DAYTON, THENCE ABOUT 6.65 MILES SOUTHEAST ALONG FARM ROAD
 AW2882'1409, 41 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE
 AW2882'SOUTH OF A CANAL, 107 FEET NORTH OF THE NORTHEAST CORNER OF A CORRAL,
 AW2882'0.8 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 AW2882'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW2882
 AW2882                          STATION RECOVERY (1964)
 AW2882
 AW2882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2882'RECOVERED IN GOOD CONDITION.
 AW2882
 AW2882                          STATION RECOVERY (2004)
 AW2882
 AW2882'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2882'MARK NOT FOUND.
 AW2882
 AW2882                          STATION RECOVERY (2005)
 AW2882
 AW2882'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0804 ***********************************************************************
 AW0804  DESIGNATION -  B 667 RESET
 AW0804  PID         -  AW0804
 AW0804  STATE/COUNTY-  TX/HARRIS
 AW0804  USGS QUAD   -  HUMBLE (1995)
 AW0804
 AW0804                         *CURRENT SURVEY CONTROL
 AW0804  ___________________________________________________________________
 AW0804* NAD 83(1986)-  29 55 49.     (N)    095 19 27.     (W)     SCALED    
 AW0804* NAVD 88     -        22.721  (meters)      74.54   (feet)  ADJUSTED  
 AW0804  ___________________________________________________________________
 AW0804  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW0804  DYNAMIC HT  -          22.690 (meters)      74.44  (feet)  COMP
 AW0804  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 AW0804
 AW0804  VERT ORDER  -  FIRST     CLASS II
 AW0804
 AW0804.The horizontal coordinates were scaled from a topographic map and have
 AW0804.an estimated accuracy of +/- 6 seconds.
 AW0804
 AW0804.The orthometric height was determined by differential leveling
 AW0804.and adjusted by the National Geodetic Survey in June 1991..
 AW0804
 AW0804.The geoid height was determined by GEOID03.
 AW0804
 AW0804.The dynamic height is computed by dividing the NAVD 88
 AW0804.geopotential number by the normal gravity value computed on the
 AW0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0804.degrees latitude (g = 980.6199 gals.).
 AW0804
 AW0804.The modeled gravity was interpolated from observed gravity values.
 AW0804
 AW0804;                    North         East    Units  Estimated Accuracy
 AW0804;SPC TXSC     - 4,237,980.      954,830.      MT  (+/- 180 meters Scaled)
 AW0804
 AW0804                          SUPERSEDED SURVEY CONTROL
 AW0804
 AW0804  NGVD 29 (12/23/87)   22.719  (m)           74.54   (f) ADJUSTED    1 2
 AW0804
 AW0804.Superseded values are not recommended for survey control.
 AW0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0804.See file dsdata.txt to determine how the superseded data were derived.
 AW0804
 AW0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP756133(NAD 83)
 AW0804_MARKER: DB = BENCH MARK DISK
 AW0804_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0804_SP_SET: HEADWALL
 AW0804_STAMPING: B 667 1942 RESET 1962
 AW0804_MARK LOGO: CGS   
 AW0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0804+STABILITY: SURFACE MOTION
 AW0804
 AW0804  HISTORY     - Date     Condition        Report By
 AW0804  HISTORY     - 1962     MONUMENTED       TXHD
 AW0804  HISTORY     - 1978     GOOD             NGS
 AW0804  HISTORY     - 1987     GOOD             NGS
 AW0804  HISTORY     - 19941009 MARK NOT FOUND   NGS
 AW0804  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW0804
 AW0804                          STATION DESCRIPTION
 AW0804
 AW0804'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 AW0804'3.2 MI E FROM ALDINE.
 AW0804'ABOUT 3.2 MILES EAST ALONG A ROAD DESIGNATED AS F. M. HIGHWAY 525 FROM
 AW0804'THE PRESBYTERIAN CHURCH AT ALDINE, HARRIS COUNTY.  ABOUT 60 FEET WEST
 AW0804'ACROSS THE ROAD FROM A POWER TRANSMISSION LINE POLE.  IN THE EAST END
 AW0804'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT OVER A DRAINAGE DITCH. 22
 AW0804'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 5 INCHES LOWER
 AW0804'THAN THE CENTERLINE OF THE ROAD.
 AW0804
 AW0804                          STATION RECOVERY (1978)
 AW0804
 AW0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0804'RECOVERED IN GOOD CONDITION.
 AW0804
 AW0804                          STATION RECOVERY (1987)
 AW0804
 AW0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0804'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.9 KM (1.8 MI)
 AW0804'EASTERLY ALONG FARM ROAD 525 FROM THE HIGH SCHOOL IN ALDINE.
 AW0804'ADD--0.8 M (2.6 FT) WEST OF THE EAST END OF THE HEADWALL.
 AW0804
 AW0804                          STATION RECOVERY (1994)
 AW0804
 AW0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW0804'SEARCHED FOR, NOT RECOVERED.
 AW0804
 AW0804                          STATION RECOVERY (2004)
 AW0804
 AW0804'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2107 ***********************************************************************
 AW2107  DESIGNATION -  B 669
 AW2107  PID         -  AW2107
 AW2107  STATE/COUNTY-  TX/HARRIS
 AW2107  USGS QUAD   -  ALMEDA (1995)
 AW2107
 AW2107                         *CURRENT SURVEY CONTROL
 AW2107  ___________________________________________________________________
 AW2107* NAD 83(1986)-  29 36 47.     (N)    095 27 53.     (W)     SCALED    
 AW2107* NAVD 88     -        17.41   (+/-2cm)      57.1    (feet)  VERTCON   
 AW2107  ___________________________________________________________________
 AW2107  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW2107  OBS GRAVITY -     979,276.8   (mgal)                       GRAV_OBS
 AW2107
 AW2107  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2107
 AW2107.The horizontal coordinates were scaled from a topographic map and have
 AW2107.an estimated accuracy of +/- 6 seconds.
 AW2107
 AW2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2107.The vertical order pertains to the NGVD 29 superseded value.
 AW2107
 AW2107.The geoid height was determined by GEOID03.
 AW2107.The observed gravity was obtained from relative gravimeter ties
 AW2107.to the IGSN71 gravity network.
 AW2107
 AW2107;                    North         East    Units  Estimated Accuracy
 AW2107;SPC TXSC     - 4,202,420.      942,330.      MT  (+/- 180 meters Scaled)
 AW2107
 AW2107                          SUPERSEDED SURVEY CONTROL
 AW2107
 AW2107  NGVD 29 (04/06/79)   17.408  (m)           57.11   (f) ADJUSTED    1 2
 AW2107
 AW2107.Superseded values are not recommended for survey control.
 AW2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2107.See file dsdata.txt to determine how the superseded data were derived.
 AW2107
 AW2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN613784(NAD 83)
 AW2107_MARKER: DB = BENCH MARK DISK
 AW2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2107_STAMPING: B 669 1942
 AW2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2107+STABILITY: SURFACE MOTION
 AW2107
 AW2107  HISTORY     - Date     Condition        Report By
 AW2107  HISTORY     - 1942     MONUMENTED       CGS
 AW2107  HISTORY     - 1973     GOOD             NGS
 AW2107  HISTORY     - 1978     GOOD             NGS
 AW2107  HISTORY     - 1985     GOOD             USPSQD
 AW2107  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2107  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2107
 AW2107                          STATION DESCRIPTION
 AW2107
 AW2107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2107'3.05 MI W FROM ALMEDA.
 AW2107'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2107'288 AT ALMEDA, THENCE 0.5 MILE NORTH ALONG SOUTH POST OAK ROAD, AT THE
 AW2107'JUNCTION OF LOMA LINDA STREET, 238 FEET SOUTH OF THE EXTENDED CENTER
 AW2107'LINE OF THE STREET, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 31
 AW2107'FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY EAST, 8 FEET
 AW2107'EAST-SOUTHEAST OF A TELEPHONE POLE, 5 FEET EAST OF A FENCE CORNER, 1.0
 AW2107'FOOT SOUTH OF A FENCE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT LEVEL
 AW2107'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 AW2107'FOOT ABOVE THE GROUND.
 AW2107
 AW2107                          STATION RECOVERY (1978)
 AW2107
 AW2107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2107'NOTE=SHOULD READ 8 FEET EAST-SOUTHEAST OF TELEPHONE POLE NUMBER
 AW2107'14701.
 AW2107
 AW2107                          STATION RECOVERY (1985)
 AW2107
 AW2107'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW2107'RECOVERED IN GOOD CONDITION.
 AW2107
 AW2107                          STATION RECOVERY (1986)
 AW2107
 AW2107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2107'NOT RECOVERED.
 AW2107
 AW2107                          STATION RECOVERY (2004)
 AW2107
 AW2107'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2024 ***********************************************************************
 BY2024  DESIGNATION -  B 67
 BY2024  PID         -  BY2024
 BY2024  STATE/COUNTY-  TX/LEON
 BY2024  USGS QUAD   -  OAKWOOD (1964)
 BY2024
 BY2024                         *CURRENT SURVEY CONTROL
 BY2024  ___________________________________________________________________
 BY2024* NAD 83(1986)-  31 35 06.     (N)    095 50 52.     (W)     SCALED    
 BY2024* NAVD 88     -        84.465  (meters)     277.12   (feet)  ADJUSTED  
 BY2024  ___________________________________________________________________
 BY2024  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY2024  DYNAMIC HT  -          84.361 (meters)     276.77  (feet)  COMP
 BY2024  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 BY2024
 BY2024  VERT ORDER  -  FIRST     CLASS II
 BY2024
 BY2024.The horizontal coordinates were scaled from a topographic map and have
 BY2024.an estimated accuracy of +/- 6 seconds.
 BY2024
 BY2024.The orthometric height was determined by differential leveling
 BY2024.and adjusted by the National Geodetic Survey in June 1991..
 BY2024
 BY2024.The geoid height was determined by GEOID03.
 BY2024
 BY2024.The dynamic height is computed by dividing the NAVD 88
 BY2024.geopotential number by the normal gravity value computed on the
 BY2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2024.degrees latitude (g = 980.6199 gals.).
 BY2024
 BY2024.The modeled gravity was interpolated from observed gravity values.
 BY2024
 BY2024;                    North         East    Units  Estimated Accuracy
 BY2024;SPC TX C     - 3,221,240.    1,125,610.      MT  (+/- 180 meters Scaled)
 BY2024
 BY2024                          SUPERSEDED SURVEY CONTROL
 BY2024
 BY2024  NGVD 29 (??/??/92)   84.444  (m)          277.05   (f) ADJ UNCH    1 2
 BY2024
 BY2024.Superseded values are not recommended for survey control.
 BY2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2024.See file dsdata.txt to determine how the superseded data were derived.
 BY2024
 BY2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ297979(NAD 83)
 BY2024_MARKER: DB = BENCH MARK DISK
 BY2024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2024_SP_SET: BUILDING
 BY2024_STAMPING: B 67 1929 ELEV 277.063
 BY2024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2024
 BY2024  HISTORY     - Date     Condition        Report By
 BY2024  HISTORY     - 1929     MONUMENTED       CGS
 BY2024  HISTORY     - 1952     GOOD             NGS
 BY2024  HISTORY     - 1980     GOOD             NGS
 BY2024  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY2024
 BY2024                          STATION DESCRIPTION
 BY2024
 BY2024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2024'IN OAKWOOD.
 BY2024'AT OAKWOOD, AT THE INTERSECTION OF COMMERCE AND WHITE STREETS, 47 FEET
 BY2024'NORTHWEST OF THE CENTER LINE OF COMMERCE STREET, 44 FEET SOUTHWEST OF
 BY2024'THE CENTER LINE OF WHITE STREET, SET VERTICALLY IN THE SOUTHEAST BRICK
 BY2024'WALL OF A BUILDING OCCUPIED BY THE R.I. KNOWLES HARDWARE COMPANY, 1
 BY2024'FOOT SOUTHWEST OF THE EAST CORNER OF THE BUILDING, 2.5 FEET ABOVE THE
 BY2024'SIDEWALK.
 BY2024
 BY2024                          STATION RECOVERY (1980)
 BY2024
 BY2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2024'RECOVERED IN GOOD CONDITION.
 BY2024
 BY2024                          STATION RECOVERY (1990)
 BY2024
 BY2024'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1023 ***********************************************************************
 AB1023  DESIGNATION -  B 670
 AB1023  PID         -  AB1023
 AB1023  STATE/COUNTY-  TX/KENEDY
 AB1023  USGS QUAD   -  NORIAS (1982)
 AB1023
 AB1023                         *CURRENT SURVEY CONTROL
 AB1023  ___________________________________________________________________
 AB1023* NAD 83(1986)-  26 47 29.     (N)    097 45 33.     (W)     SCALED    
 AB1023* NAVD 88     -        11.754  (meters)      38.56   (feet)  ADJUSTED  
 AB1023  ___________________________________________________________________
 AB1023  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AB1023  DYNAMIC HT  -          11.735 (meters)      38.50  (feet)  COMP
 AB1023  MODELED GRAV-     979,069.3   (mgal)                       NAVD 88
 AB1023
 AB1023  VERT ORDER  -  SECOND    CLASS 0
 AB1023
 AB1023.The horizontal coordinates were scaled from a topographic map and have
 AB1023.an estimated accuracy of +/- 6 seconds.
 AB1023
 AB1023.The orthometric height was determined by differential leveling
 AB1023.and adjusted by the National Geodetic Survey in June 1991..
 AB1023
 AB1023.The geoid height was determined by GEOID03.
 AB1023
 AB1023.The dynamic height is computed by dividing the NAVD 88
 AB1023.geopotential number by the normal gravity value computed on the
 AB1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1023.degrees latitude (g = 980.6199 gals.).
 AB1023
 AB1023.The modeled gravity was interpolated from observed gravity values.
 AB1023
 AB1023;                    North         East    Units  Estimated Accuracy
 AB1023;SPC TX S     - 5,124,830.      373,660.      MT  (+/- 180 meters Scaled)
 AB1023
 AB1023                          SUPERSEDED SURVEY CONTROL
 AB1023
 AB1023  NGVD 29 (??/??/92)   11.838  (m)           38.84   (f) ADJ UNCH    2 0
 AB1023
 AB1023.Superseded values are not recommended for survey control.
 AB1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1023.See file dsdata.txt to determine how the superseded data were derived.
 AB1023
 AB1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ233639(NAD 83)
 AB1023_MARKER: DB = BENCH MARK DISK
 AB1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1023_STAMPING: B 670 1942
 AB1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1023+STABILITY: SURFACE MOTION
 AB1023
 AB1023  HISTORY     - Date     Condition        Report By
 AB1023  HISTORY     - 1942     MONUMENTED       CGS
 AB1023  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB1023
 AB1023                          STATION DESCRIPTION
 AB1023
 AB1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1023'1.4 MI E FROM NORIAS.
 AB1023'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORIAS, PROCEED
 AB1023'EASTERLY ON GRADED ROAD TO THE NORIAS RANCH HEADQUARTERS AND GO 1.4
 AB1023'MILES TO SITE OF BENCH MARK.  BENCH MARK IS 27.0 FEET SOUTHWEST OF AN
 AB1023'R.E.A. POWER LINE POLE NO. 10 P 279, 17.0 FEET NORTH OF AND ABOUT THE
 AB1023'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET WEST OF A 4 BY
 AB1023'4 INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF A FENCE. MONUMENT
 AB1023'PROJECTS 0.6 FOOT.
 AB1023
 AB1023                          STATION RECOVERY (1981)
 AB1023
 AB1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB1023'SEARCHED FOR, BUT NOT RECOVERED AT THIS TIME, PROBABLY DESTROYED BY
 AB1023'ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1059 ***********************************************************************
 AB1059  DESIGNATION -  B 672
 AB1059  PID         -  AB1059
 AB1059  STATE/COUNTY-  TX/KENEDY
 AB1059  USGS QUAD   -  SALTILLO WELL (1975)
 AB1059
 AB1059                         *CURRENT SURVEY CONTROL
 AB1059  ___________________________________________________________________
 AB1059* NAD 83(1986)-  26 46 28.     (N)    097 40 34.     (W)     SCALED    
 AB1059* NAVD 88     -         3.813  (meters)      12.51   (feet)  ADJUSTED  
 AB1059  ___________________________________________________________________
 AB1059  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AB1059  DYNAMIC HT  -           3.807 (meters)      12.49  (feet)  COMP
 AB1059  MODELED GRAV-     979,073.7   (mgal)                       NAVD 88
 AB1059
 AB1059  VERT ORDER  -  SECOND    CLASS 0
 AB1059
 AB1059.The horizontal coordinates were scaled from a topographic map and have
 AB1059.an estimated accuracy of +/- 6 seconds.
 AB1059
 AB1059.The orthometric height was determined by differential leveling
 AB1059.and adjusted by the National Geodetic Survey in June 1991..
 AB1059
 AB1059.The geoid height was determined by GEOID03.
 AB1059
 AB1059.The dynamic height is computed by dividing the NAVD 88
 AB1059.geopotential number by the normal gravity value computed on the
 AB1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1059.degrees latitude (g = 980.6199 gals.).
 AB1059
 AB1059.The modeled gravity was interpolated from observed gravity values.
 AB1059
 AB1059;                    North         East    Units  Estimated Accuracy
 AB1059;SPC TX S     - 5,123,000.      381,930.      MT  (+/- 180 meters Scaled)
 AB1059
 AB1059                          SUPERSEDED SURVEY CONTROL
 AB1059
 AB1059  NGVD 29 (??/??/92)    3.896  (m)           12.78   (f) ADJ UNCH    2 0
 AB1059
 AB1059.Superseded values are not recommended for survey control.
 AB1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1059.See file dsdata.txt to determine how the superseded data were derived.
 AB1059
 AB1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ316621(NAD 83)
 AB1059_MARKER: DB = BENCH MARK DISK
 AB1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1059_STAMPING: B 672 1942
 AB1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1059+STABILITY: SURFACE MOTION
 AB1059
 AB1059  HISTORY     - Date     Condition        Report By
 AB1059  HISTORY     - 1942     MONUMENTED       CGS
 AB1059
 AB1059                          STATION DESCRIPTION
 AB1059
 AB1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1059'2.4 MI NE FROM NORIAS RANCH.
 AB1059'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1059'TRACK ROAD AND GO 1.4 MILES TO A GATE AND FORK IN ROAD, PASS THROUGH
 AB1059'GATE AND TAKE LEFT FORK (ROAD TO SANTA CRUZ WINDMILL) AND CONTINUE
 AB1059'NORTHEASTERLY 1.0 MILE TO SITE OF BENCH MARK.  BENCH MARK IS IN A
 AB1059'SMALL OPEN FLAT, 15.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AB1059'CENTERLINE OF THE ROAD, AND 3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN
 AB1059'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1079 ***********************************************************************
 AB1079  DESIGNATION -  B 673
 AB1079  PID         -  AB1079
 AB1079  STATE/COUNTY-  TX/WILLACY
 AB1079  USGS QUAD   -  SAN PERLITA NORTH (1975)
 AB1079
 AB1079                         *CURRENT SURVEY CONTROL
 AB1079  ___________________________________________________________________
 AB1079* NAD 83(1986)-  26 34 43.     (N)    097 37 41.     (W)     SCALED    
 AB1079* NAVD 88     -         4.390  (meters)      14.40   (feet)  ADJUSTED  
 AB1079  ___________________________________________________________________
 AB1079  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AB1079  DYNAMIC HT  -           4.383 (meters)      14.38  (feet)  COMP
 AB1079  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 AB1079
 AB1079  VERT ORDER  -  SECOND    CLASS 0
 AB1079
 AB1079.The horizontal coordinates were scaled from a topographic map and have
 AB1079.an estimated accuracy of +/- 6 seconds.
 AB1079
 AB1079.The orthometric height was determined by differential leveling
 AB1079.and adjusted by the National Geodetic Survey in June 1991..
 AB1079
 AB1079.The geoid height was determined by GEOID03.
 AB1079
 AB1079.The dynamic height is computed by dividing the NAVD 88
 AB1079.geopotential number by the normal gravity value computed on the
 AB1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1079.degrees latitude (g = 980.6199 gals.).
 AB1079
 AB1079.The modeled gravity was interpolated from observed gravity values.
 AB1079
 AB1079;                    North         East    Units  Estimated Accuracy
 AB1079;SPC TX S     - 5,101,340.      386,860.      MT  (+/- 180 meters Scaled)
 AB1079
 AB1079                          SUPERSEDED SURVEY CONTROL
 AB1079
 AB1079  NGVD 29 (??/??/92)    4.461  (m)           14.64   (f) ADJ UNCH    2 0
 AB1079
 AB1079.Superseded values are not recommended for survey control.
 AB1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1079.See file dsdata.txt to determine how the superseded data were derived.
 AB1079
 AB1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ366404(NAD 83)
 AB1079_MARKER: DB = BENCH MARK DISK
 AB1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1079_STAMPING: B 673 1942
 AB1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1079+STABILITY: SURFACE MOTION
 AB1079
 AB1079  HISTORY     - Date     Condition        Report By
 AB1079  HISTORY     - 1942     MONUMENTED       CGS
 AB1079  HISTORY     - 1956     GOOD             USGS
 AB1079
 AB1079                          STATION DESCRIPTION
 AB1079
 AB1079'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1079'4.0 MI N FROM SAUZ RANCH.
 AB1079'EL SAUZ RANCH, 6.8 MILES NORTH ALONG MAIN ROAD TO A ROAD JUNCTION,
 AB1079'THEN CONTINUE NORTH ALONG ROAD FOR 0.4 MILE TO OLD COUNTY LINE, THEN
 AB1079'WEST ALONG OLD COUNTY LINE FOR 2.4 MILES.  BENCH MARK IS 15 FEET NORTH
 AB1079'OF COUNTY LINE AND 3 FEET WEST OF WHITE WITNESS POST, AND SET IN THE
 AB1079'TOP OF A CONCRETE POST, PROJECTING 0.8 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0542 ***********************************************************************
 AB0542  DESIGNATION -  B 674
 AB0542  PID         -  AB0542
 AB0542  STATE/COUNTY-  TX/WILLACY
 AB0542  USGS QUAD   -  WILLAMAR (1982)
 AB0542
 AB0542                         *CURRENT SURVEY CONTROL
 AB0542  ___________________________________________________________________
 AB0542* NAD 83(1986)-  26 23 21.     (N)    097 35 57.     (W)     SCALED    
 AB0542* NAVD 88     -         5.716  (meters)      18.75   (feet)  ADJUSTED  
 AB0542  ___________________________________________________________________
 AB0542  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB0542  DYNAMIC HT  -           5.707 (meters)      18.72  (feet)  COMP
 AB0542  MODELED GRAV-     979,054.6   (mgal)                       NAVD 88
 AB0542
 AB0542  VERT ORDER  -  SECOND    CLASS 0
 AB0542
 AB0542.The horizontal coordinates were scaled from a topographic map and have
 AB0542.an estimated accuracy of +/- 6 seconds.
 AB0542
 AB0542.The orthometric height was determined by differential leveling
 AB0542.and adjusted by the National Geodetic Survey in June 1991..
 AB0542
 AB0542.The geoid height was determined by GEOID03.
 AB0542
 AB0542.The dynamic height is computed by dividing the NAVD 88
 AB0542.geopotential number by the normal gravity value computed on the
 AB0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0542.degrees latitude (g = 980.6199 gals.).
 AB0542
 AB0542.The modeled gravity was interpolated from observed gravity values.
 AB0542
 AB0542;                    North         East    Units  Estimated Accuracy
 AB0542;SPC TX S     - 5,080,370.      389,890.      MT  (+/- 180 meters Scaled)
 AB0542
 AB0542                          SUPERSEDED SURVEY CONTROL
 AB0542
 AB0542  NGVD 29 (??/??/92)    5.793  (m)           19.01   (f) ADJ UNCH    2 0
 AB0542
 AB0542.Superseded values are not recommended for survey control.
 AB0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0542.See file dsdata.txt to determine how the superseded data were derived.
 AB0542
 AB0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ397195(NAD 83)
 AB0542_MARKER: DB = BENCH MARK DISK
 AB0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0542_STAMPING: B 674 1942
 AB0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0542+STABILITY: SURFACE MOTION
 AB0542
 AB0542  HISTORY     - Date     Condition        Report By
 AB0542  HISTORY     - 1942     MONUMENTED       CGS
 AB0542  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0542
 AB0542                          STATION DESCRIPTION
 AB0542
 AB0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0542'14.9 MI NE FROM SEBASTIAN.
 AB0542'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT SEBASTIAN,
 AB0542'PROCEED NORTH ON STATE HIGHWAY NO. 96 GO 0.9 MILES.  TURN EASTERLY
 AB0542'(RIGHT) GO 11.6 MILES.  TURN NORTHERLY (LEFT) AND GO 2.4 MILES TO
 AB0542'INTERSECTION OF A PRIVATE ROAD AT THE NORTH EDGE OF A MESQUITE THICKET
 AB0542'AND SITE OF BENCH MARK.  BENCH MARK IS 17.4 MILES SOUTH EAST OF
 AB0542'RAYMONDVILLE.  ABOUT 0.2 MILE SOUTH OF A RAILROAD CROSSING.  21 FEET
 AB0542'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. 15
 AB0542'FEET SOUTH OF THE CENTERLINE OF THE PRIVATE ROAD.  3.0 FEET NORTH OF A
 AB0542'4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FEET EAST OF THE RIGHT-OF-WAY
 AB0542'FENCE.  A STANDARD DISK STAMPED B 674 1942 AND SET IN THE TOP OF
 AB0542'CONCRETE POST PROJECTING 0.7 FEET.
 AB0542
 AB0542                          STATION RECOVERY (1987)
 AB0542
 AB0542'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0563 ***********************************************************************
 AB0563  DESIGNATION -  B 675
 AB0563  PID         -  AB0563
 AB0563  STATE/COUNTY-  TX/CAMERON
 AB0563  USGS QUAD   -  PASO REAL (1980)
 AB0563
 AB0563                         *CURRENT SURVEY CONTROL
 AB0563  ___________________________________________________________________
 AB0563* NAD 83(1986)-  26 15 26.     (N)    097 35 25.     (W)     SCALED    
 AB0563* NAVD 88     -         6.586  (meters)      21.61   (feet)  ADJUSTED  
 AB0563  ___________________________________________________________________
 AB0563  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AB0563  DYNAMIC HT  -           6.576 (meters)      21.57  (feet)  COMP
 AB0563  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AB0563
 AB0563  VERT ORDER  -  SECOND    CLASS 0
 AB0563
 AB0563.The horizontal coordinates were scaled from a topographic map and have
 AB0563.an estimated accuracy of +/- 6 seconds.
 AB0563
 AB0563.The orthometric height was determined by differential leveling
 AB0563.and adjusted by the National Geodetic Survey in June 1991..
 AB0563
 AB0563.The geoid height was determined by GEOID03.
 AB0563
 AB0563.The dynamic height is computed by dividing the NAVD 88
 AB0563.geopotential number by the normal gravity value computed on the
 AB0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0563.degrees latitude (g = 980.6199 gals.).
 AB0563
 AB0563.The modeled gravity was interpolated from observed gravity values.
 AB0563
 AB0563;                    North         East    Units  Estimated Accuracy
 AB0563;SPC TX S     - 5,065,760.      390,880.      MT  (+/- 180 meters Scaled)
 AB0563
 AB0563                          SUPERSEDED SURVEY CONTROL
 AB0563
 AB0563  NGVD 29 (??/??/92)    6.680  (m)           21.92   (f) ADJ UNCH    2 0
 AB0563
 AB0563.Superseded values are not recommended for survey control.
 AB0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0563.See file dsdata.txt to determine how the superseded data were derived.
 AB0563
 AB0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ407049(NAD 83)
 AB0563_MARKER: DB = BENCH MARK DISK
 AB0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0563_STAMPING: B 674 1942
 AB0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0563+STABILITY: SURFACE MOTION
 AB0563
 AB0563  HISTORY     - Date     Condition        Report By
 AB0563  HISTORY     - 1942     MONUMENTED       CGS
 AB0563  HISTORY     - 1959     MARK NOT FOUND   LOCENG
 AB0563  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0563  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AB0563
 AB0563                          STATION DESCRIPTION
 AB0563
 AB0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0563'2.4 MI NW FROM RIO HONDO.
 AB0563'TO REACH FROM THE HIGH SCHOOL AT RIO HONDO, PROCEED WESTERLY ON PAVED
 AB0563'ROAD, GO 0.7 MILE.  TURN NORTHERLY (RIGHT) AND GO 1.7 MILES TO SITE OF
 AB0563'BENCH MARK.  BENCH MARK IS ABOUT 350 FEET SOUTH OF A WOODEN BRIDGE. 30
 AB0563'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AB0563'ROAD.  15 FEET NORTH OF THE CENTER OF A GATE IN THE RIGHT-OF-WAY
 AB0563'FENCE. 3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST. AND 1.0
 AB0563'FOOT WEST OF THE FENCE.
 AB0563
 AB0563                          STATION RECOVERY (1959)
 AB0563
 AB0563'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AB0563'MARK NOT FOUND.
 AB0563
 AB0563                          STATION RECOVERY (1991)
 AB0563
 AB0563'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0563'MARK NOT FOUND.
 AB0563
 AB0563                          STATION RECOVERY (2004)
 AB0563
 AB0563'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0564 ***********************************************************************
 AB0564  DESIGNATION -  B 675 RESET
 AB0564  PID         -  AB0564
 AB0564  STATE/COUNTY-  TX/CAMERON
 AB0564  USGS QUAD   -  PASO REAL (1980)
 AB0564
 AB0564                         *CURRENT SURVEY CONTROL
 AB0564  ___________________________________________________________________
 AB0564* NAD 83(1986)-  26 15 26.     (N)    097 35 25.     (W)     SCALED    
 AB0564* NAVD 88     -         6.57   (meters)      21.6    (feet)  RESET     
 AB0564  ___________________________________________________________________
 AB0564  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AB0564
 AB0564  VERT ORDER  -  THIRD
 AB0564
 AB0564.The horizontal coordinates were scaled from a topographic map and have
 AB0564.an estimated accuracy of +/- 6 seconds.
 AB0564
 AB0564.The orthometric height was computed from unverified reset data.
 AB0564
 AB0564.The geoid height was determined by GEOID03.
 AB0564
 AB0564;                    North         East    Units  Estimated Accuracy
 AB0564;SPC TX S     - 5,065,760.      390,880.      MT  (+/- 180 meters Scaled)
 AB0564
 AB0564                          SUPERSEDED SURVEY CONTROL
 AB0564
 AB0564.No superseded survey control is available for this station.
 AB0564
 AB0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ407049(NAD 83)
 AB0564_MARKER: DB = BENCH MARK DISK
 AB0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0564_STAMPING: B 675 1942 RESET
 AB0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0564+STABILITY: SURFACE MOTION
 AB0564
 AB0564  HISTORY     - Date     Condition        Report By
 AB0564  HISTORY     - 1942     MONUMENTED       TXHD
 AB0564  HISTORY     - 1950     GOOD             TXHD
 AB0564  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0564
 AB0564                          STATION DESCRIPTION
 AB0564
 AB0564'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AB0564'0.7 MI W FROM RIO HONDO.
 AB0564'0.7 MILE WEST ALONG A PAVED ROAD FROM THE HIGH SCHOOL AT RIO HONDO,
 AB0564'CAMERON COUNTY, 1.7 MILES NORTH ALONG A ROAD.  350 FEET SOUTH OF A
 AB0564'BRIDGE, 46 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 15 FEET NORTH
 AB0564'OF A GATE IN THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 675
 AB0564'1942 RESET AND SET IN THE TOP OF A CONCRETE POST.
 AB0564
 AB0564                          STATION RECOVERY (1987)
 AB0564
 AB0564'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0561 ***********************************************************************
 AB0561  DESIGNATION -  B 676
 AB0561  PID         -  AB0561
 AB0561  STATE/COUNTY-  TX/WILLACY
 AB0561  USGS QUAD   -  WILLAMAR SW (1983)
 AB0561
 AB0561                         *CURRENT SURVEY CONTROL
 AB0561  ___________________________________________________________________
 AB0561* NAD 83(1986)-  26 19 58.     (N)    097 39 41.     (W)     SCALED    
 AB0561* NAVD 88     -         8.522  (meters)      27.96   (feet)  ADJUSTED  
 AB0561  ___________________________________________________________________
 AB0561  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AB0561  DYNAMIC HT  -           8.508 (meters)      27.91  (feet)  COMP
 AB0561  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AB0561
 AB0561  VERT ORDER  -  FIRST     CLASS II
 AB0561
 AB0561.The horizontal coordinates were scaled from a topographic map and have
 AB0561.an estimated accuracy of +/- 6 seconds.
 AB0561
 AB0561.The orthometric height was determined by differential leveling
 AB0561.and adjusted by the National Geodetic Survey in June 1991..
 AB0561
 AB0561.The geoid height was determined by GEOID03.
 AB0561
 AB0561.The dynamic height is computed by dividing the NAVD 88
 AB0561.geopotential number by the normal gravity value computed on the
 AB0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0561.degrees latitude (g = 980.6199 gals.).
 AB0561
 AB0561.The modeled gravity was interpolated from observed gravity values.
 AB0561
 AB0561;                    North         East    Units  Estimated Accuracy
 AB0561;SPC TX S     - 5,074,080.      383,720.      MT  (+/- 180 meters Scaled)
 AB0561
 AB0561                          SUPERSEDED SURVEY CONTROL
 AB0561
 AB0561  NGVD 29 (??/??/92)    8.591  (m)           28.19   (f) ADJ UNCH    1 2
 AB0561
 AB0561.Superseded values are not recommended for survey control.
 AB0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0561.See file dsdata.txt to determine how the superseded data were derived.
 AB0561
 AB0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ335132(NAD 83)
 AB0561_MARKER: DB = BENCH MARK DISK
 AB0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0561_STAMPING: B 676 1942
 AB0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0561+STABILITY: SURFACE MOTION
 AB0561
 AB0561  HISTORY     - Date     Condition        Report By
 AB0561  HISTORY     - 1942     MONUMENTED       CGS
 AB0561  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0561
 AB0561                          STATION DESCRIPTION
 AB0561
 AB0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0561'8.7 MI E FROM SEBASTIAN.
 AB0561'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT SEBASTIAN,
 AB0561'PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 96, GO 0.4 MILE TO THE
 AB0561'WILLACY-CAMERON COUNTY LINE.  TURN EASTERLY (LEFT) ONTO COUNTY ROAD,
 AB0561'GO 6.1 MILES TO THE NORTH LEVEE ALONG THE FLOODWAY CONTINUE
 AB0561'NORTHEASTERLY ON ROAD ON THE LEVEE AND GO 2.2 MILES TO THE
 AB0561'INTERSECTION OF A TRACK ROAD LEADING NORTH AND SITE OF BENCH MARK.
 AB0561'BENCH MARK IS ABOUT 0.15 MILE EAST OF LEVEE MILE POST NUMBER 13-14.
 AB0561'ABOUT 108 FEET NORTH OF AND ABOUT 10 FEET BELOW THE CENTERLINE OF THE
 AB0561'ROAD ON THE LEVEE.  24 FEET EAST OF THE CENTERLINE OF A GATE IN THE
 AB0561'RIGHT OF WAY FENCE.  3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER
 AB0561'POST.  AND 1.0 FOOT SOUTH OF THE RIGHT OF WAY FENCE.
 AB0561
 AB0561                          STATION RECOVERY (1956)
 AB0561
 AB0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0610 ***********************************************************************
 AB0610  DESIGNATION -  B 677
 AB0610  PID         -  AB0610
 AB0610  STATE/COUNTY-  TX/CAMERON
 AB0610  USGS QUAD   -  RIO HONDO (1980)
 AB0610
 AB0610                         *CURRENT SURVEY CONTROL
 AB0610  ___________________________________________________________________
 AB0610* NAD 83(1986)-  26 09 18.     (N)    097 36 40.     (W)     SCALED    
 AB0610* NAVD 88     -        11.121  (meters)      36.49   (feet)  ADJUSTED  
 AB0610  ___________________________________________________________________
 AB0610  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 AB0610  DYNAMIC HT  -          11.104 (meters)      36.43  (feet)  COMP
 AB0610  MODELED GRAV-     979,037.3   (mgal)                       NAVD 88
 AB0610
 AB0610  VERT ORDER  -  SECOND    CLASS 0
 AB0610
 AB0610.The horizontal coordinates were scaled from a topographic map and have
 AB0610.an estimated accuracy of +/- 6 seconds.
 AB0610
 AB0610.The orthometric height was determined by differential leveling
 AB0610.and adjusted by the National Geodetic Survey in June 1991..
 AB0610
 AB0610.The geoid height was determined by GEOID03.
 AB0610
 AB0610.The dynamic height is computed by dividing the NAVD 88
 AB0610.geopotential number by the normal gravity value computed on the
 AB0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0610.degrees latitude (g = 980.6199 gals.).
 AB0610
 AB0610.The modeled gravity was interpolated from observed gravity values.
 AB0610
 AB0610;                    North         East    Units  Estimated Accuracy
 AB0610;SPC TX S     - 5,054,420.      388,880.      MT  (+/- 180 meters Scaled)
 AB0610
 AB0610                          SUPERSEDED SURVEY CONTROL
 AB0610
 AB0610  NGVD 29 (??/??/92)   11.226  (m)           36.83   (f) ADJ UNCH    2 0
 AB0610
 AB0610.Superseded values are not recommended for survey control.
 AB0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0610.See file dsdata.txt to determine how the superseded data were derived.
 AB0610
 AB0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP388935(NAD 83)
 AB0610_MARKER: DB = BENCH MARK DISK
 AB0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0610_SP_SET: SYPHON
 AB0610_STAMPING: B 677 1942
 AB0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0610
 AB0610  HISTORY     - Date     Condition        Report By
 AB0610  HISTORY     - 1942     MONUMENTED       CGS
 AB0610  HISTORY     - 1956     MARK NOT FOUND   NGS
 AB0610  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0610  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0610  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0610  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0610
 AB0610                          STATION DESCRIPTION
 AB0610
 AB0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AB0610'1.8 MI NE FROM SAN BENITO.
 AB0610'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0610'SAN BENITO, CAMERON COUNTY, AT THE INTERSECTION OF A PAVED ROAD
 AB0610'LEADING TO BAYVIEW, IN LINE WITH THE CENTERLINE OF THE ROAD, 60 FEET
 AB0610'NORTHWEST OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE HIGHWAY, AT
 AB0610'A CONCRETE SYPHON UNDER THE HIGHWAY, AND IN THE NORTHEAST END OF THE
 AB0610'NORTHWEST HEADWALL.  A STANDARD DISK, STAMPED B 677 1942.  NOTE--
 AB0610'THERE IS NO LONGER A SYPHON AT THIS POINT.
 AB0610
 AB0610                          STATION RECOVERY (1987)
 AB0610
 AB0610'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0610'MARK NOT FOUND.
 AB0610
 AB0610                          STATION RECOVERY (1988)
 AB0610
 AB0610'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0610'MARK NOT FOUND.
 AB0610
 AB0610                          STATION RECOVERY (1988)
 AB0610
 AB0610'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0610'MARK NOT FOUND.
 AB0610
 AB0610                          STATION RECOVERY (1991)
 AB0610
 AB0610'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0269 ***********************************************************************
 AB0269  DESIGNATION -  B 678
 AB0269  PID         -  AB0269
 AB0269  STATE/COUNTY-  TX/CAMERON
 AB0269  USGS QUAD   -  LOS FRESNOS (1983)
 AB0269
 AB0269                         *CURRENT SURVEY CONTROL
 AB0269  ___________________________________________________________________
 AB0269* NAD 83(1986)-  26 02 37.     (N)    097 28 43.     (W)     SCALED    
 AB0269* NAVD 88     -         3.806  (meters)      12.49   (feet)  POSTED    
 AB0269  ___________________________________________________________________
 AB0269  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 AB0269  DYNAMIC HT  -           3.800 (meters)      12.47  (feet)  COMP
 AB0269  MODELED GRAV-     979,040.9   (mgal)                       NAVD 88
 AB0269
 AB0269  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0269
 AB0269.The horizontal coordinates were scaled from a topographic map and have
 AB0269.an estimated accuracy of +/- 6 seconds.
 AB0269
 AB0269.The orthometric height was determined by differential leveling
 AB0269.and adjusted by the National Geodetic Survey in 1992..
 AB0269.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0269.rate of 3.1 thru 4.0 mm/km.
 AB0269
 AB0269.The geoid height was determined by GEOID03.
 AB0269
 AB0269.The dynamic height is computed by dividing the NAVD 88
 AB0269.geopotential number by the normal gravity value computed on the
 AB0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0269.degrees latitude (g = 980.6199 gals.).
 AB0269
 AB0269.The modeled gravity was interpolated from observed gravity values.
 AB0269
 AB0269;                    North         East    Units  Estimated Accuracy
 AB0269;SPC TX S     - 5,042,180.      402,220.      MT  (+/- 180 meters Scaled)
 AB0269
 AB0269                          SUPERSEDED SURVEY CONTROL
 AB0269
 AB0269  NGVD 29 (??/??/92)    3.91   (m)           12.8    (f) COMPUTED    2 0
 AB0269
 AB0269.Superseded values are not recommended for survey control.
 AB0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0269.See file dsdata.txt to determine how the superseded data were derived.
 AB0269
 AB0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP522814(NAD 83)
 AB0269_MARKER: DB = BENCH MARK DISK
 AB0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0269_STAMPING: B 678 1942
 AB0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0269+STABILITY: SURFACE MOTION
 AB0269
 AB0269  HISTORY     - Date     Condition        Report By
 AB0269  HISTORY     - 1942     MONUMENTED       CGS
 AB0269  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0269  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0269
 AB0269                          STATION DESCRIPTION
 AB0269
 AB0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0269'1.9 MI S FROM LOS FRESNOS.
 AB0269'1.9 MILES SOUTH ALONG PAREDES LINE ROAD FROM THE INTERSECTION OF STATE
 AB0269'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, AT A SMALL BRIDGE OVER A
 AB0269'DRAINAGE DITCH, 43 FEET WEST OF AND 1 FOOT LOWER THAN THE CENTERLINE
 AB0269'OF THE ROAD, 3 FEET SOUTH OF THE CENTER OF THE DITCH, AND 3 FEET EAST
 AB0269'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 678 1942
 AB0269'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AB0269'GROUND.
 AB0269
 AB0269                          STATION RECOVERY (1987)
 AB0269
 AB0269'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0269'MARK NOT FOUND.
 AB0269
 AB0269                          STATION RECOVERY (1987)
 AB0269
 AB0269'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0019 ***********************************************************************
 AB0019  DESIGNATION -  B 679 IBWC
 AB0019  PID         -  AB0019
 AB0019  STATE/COUNTY-  TX/CAMERON
 AB0019  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0019
 AB0019                         *CURRENT SURVEY CONTROL
 AB0019  ___________________________________________________________________
 AB0019* NAD 83(1986)-  25 58 28.     (N)    097 26 42.     (W)     SCALED    
 AB0019* NAVD 88     -         7.769  (meters)      25.49   (feet)  ADJUSTED  
 AB0019  ___________________________________________________________________
 AB0019  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 AB0019  DYNAMIC HT  -           7.756 (meters)      25.45  (feet)  COMP
 AB0019  MODELED GRAV-     979,037.2   (mgal)                       NAVD 88
 AB0019
 AB0019  VERT ORDER  -  FIRST     CLASS II
 AB0019
 AB0019.The horizontal coordinates were scaled from a topographic map and have
 AB0019.an estimated accuracy of +/- 6 seconds.
 AB0019
 AB0019.The orthometric height was determined by differential leveling
 AB0019.and adjusted by the National Geodetic Survey in June 1991..
 AB0019
 AB0019.The geoid height was determined by GEOID03.
 AB0019
 AB0019.The dynamic height is computed by dividing the NAVD 88
 AB0019.geopotential number by the normal gravity value computed on the
 AB0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0019.degrees latitude (g = 980.6199 gals.).
 AB0019
 AB0019.The modeled gravity was interpolated from observed gravity values.
 AB0019
 AB0019;                    North         East    Units  Estimated Accuracy
 AB0019;SPC TX S     - 5,034,540.      405,650.      MT  (+/- 180 meters Scaled)
 AB0019
 AB0019                          SUPERSEDED SURVEY CONTROL
 AB0019
 AB0019  NGVD 29 (??/??/92)    7.867  (m)           25.81   (f) ADJ UNCH    1 2
 AB0019
 AB0019.Superseded values are not recommended for survey control.
 AB0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0019.See file dsdata.txt to determine how the superseded data were derived.
 AB0019
 AB0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP556737(NAD 83)
 AB0019_MARKER: DD = SURVEY DISK
 AB0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0019_STAMPING: B 679 1942
 AB0019_MARK LOGO: IBWC  
 AB0019_PROJECTION: PROJECTING 48 CENTIMETERS
 AB0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0019+STABILITY: SURFACE MOTION
 AB0019
 AB0019  HISTORY     - Date     Condition        Report By
 AB0019  HISTORY     - 1942     MONUMENTED       IBC
 AB0019  HISTORY     - 1951     GOOD             NGS
 AB0019  HISTORY     - 1982     GOOD             NGS
 AB0019  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0019  HISTORY     - 1990     GOOD             USPSQD
 AB0019  HISTORY     - 19910306 POOR             USPSQD
 AB0019  HISTORY     - 19950213 GOOD             USPSQD
 AB0019
 AB0019                          STATION DESCRIPTION
 AB0019
 AB0019'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1942
 AB0019'6.5 MI NE FROM BROWNSVILLE.
 AB0019'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION OF U.
 AB0019'S. HIGHWAY 83 AT BROWNSVILLE, CAMERON COUNTY, THENCE 0.6 MILE
 AB0019'NORTHEAST ALONG STATE HIGHWAY 48, 2.5 MILES NORTH ALONG A GRADED DIRT
 AB0019'ROAD, 1.0 MILE NORTH-NORTHEAST ALONG THE PORT ISABEL ROAD, 120 FEET
 AB0019'SOUTH OF THE SOUTH END OF A BRIDGE AT THE END OF THE PAVEMENT, 60 FEET
 AB0019'NORTH OF THE CENTERLINE OF A ROAD LEADING SOUTHEAST, 51 FEET EAST OF
 AB0019'THE CENTERLINE OF THE PAVED ROAD, AND LEVEL WITH THE ROAD. AN
 AB0019'INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK, SET IN THE TOP OF A
 AB0019'CONCRETE POST PROJECTING 1.6 FEET ABOVE GROUND.
 AB0019
 AB0019                          STATION RECOVERY (1951)
 AB0019
 AB0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0019'RECOVERED IN GOOD CONDITION.
 AB0019
 AB0019                          STATION RECOVERY (1982)
 AB0019
 AB0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0019'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB0019'POST OFFICE IN BROWNSVILLE, THENCE 3.9 KM (2.45 MI) NORTHEAST ALONG
 AB0019'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 1.1 KM (0.7 MI)
 AB0019'NORTHEAST ALONG STATE HIGHWAY 48 (FOURTEENTH STREET), THENCE
 AB0019'4.0 METERS (2.5 MI) NORTH ALONG ROBINDALE ROAD, THENCE 1.8 KM
 AB0019'(1.15 MI) NORTH NORTHEAST ALONG OLD PORT ISABEL ROAD AT THE JUNCTION
 AB0019'OF CENTRAL AVENUE, IS ABOUT 67.0 METERS (220.0 FT) SOUTH SOUTHEAST OF
 AB0019'A WOODEN BRIDGE OVER THE RANCHO VEIJO RIVER, 15.4 METERS (51.0 FT)
 AB0019'EAST OF CENTER OF THE OLD PORT ISABEL ROAD, 18.2 METERS (60.0 FT) EAST
 AB0019'NORTHEAST OF THE CENTER OF CENTRAL AVENUE, 10.9 METERS (36.0 FT) NORTH
 AB0019'OF A POWERLINE POLE WITH A TRANSFORMER, 9.1 METERS (30.0 FT) NORTH OF
 AB0019'A CHAIN LINK CORNER FENCE POST, 23.1 METERS (76.0 FT) SOUTH SOUTHEAST
 AB0019'OF THE NORTH END OF THE CHAIN LINK FENCE, AND 3.9 METERS (13.0 FT)
 AB0019'EAST OF THE CHAIN LINK FENCE.
 AB0019'THE MARK IS ABOVE LEVEL WITH PORT ISABEL ROAD.
 AB0019
 AB0019                          STATION RECOVERY (1987)
 AB0019
 AB0019'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0019'MARK NOT FOUND.
 AB0019
 AB0019                          STATION RECOVERY (1990)
 AB0019
 AB0019'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0019'RECOVERED IN GOOD CONDITION.
 AB0019
 AB0019                          STATION RECOVERY (1991)
 AB0019
 AB0019'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0019'MARK RECOVERED IN POOR CONDITION.
 AB0019
 AB0019                          STATION RECOVERY (1995)
 AB0019
 AB0019'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0157 ***********************************************************************
 AB0157  DESIGNATION -  B 680
 AB0157  PID         -  AB0157
 AB0157  STATE/COUNTY-  TX/CAMERON
 AB0157  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0157
 AB0157                         *CURRENT SURVEY CONTROL
 AB0157  ___________________________________________________________________
 AB0157* NAD 83(1986)-  25 55 13.     (N)    097 31 06.     (W)     SCALED    
 AB0157* NAVD 88     -        10.571  (meters)      34.68   (feet)  ADJUSTED  
 AB0157  ___________________________________________________________________
 AB0157  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 AB0157  DYNAMIC HT  -          10.554 (meters)      34.63  (feet)  COMP
 AB0157  MODELED GRAV-     979,026.8   (mgal)                       NAVD 88
 AB0157
 AB0157  VERT ORDER  -  FIRST     CLASS II
 AB0157
 AB0157.The horizontal coordinates were scaled from a topographic map and have
 AB0157.an estimated accuracy of +/- 6 seconds.
 AB0157
 AB0157.The orthometric height was determined by differential leveling
 AB0157.and adjusted by the National Geodetic Survey in June 1991..
 AB0157.WARNING-Repeat measurements at this control monument indicate possible
 AB0157.vertical movement.
 AB0157
 AB0157.The geoid height was determined by GEOID03.
 AB0157
 AB0157.The dynamic height is computed by dividing the NAVD 88
 AB0157.geopotential number by the normal gravity value computed on the
 AB0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0157.degrees latitude (g = 980.6199 gals.).
 AB0157
 AB0157.The modeled gravity was interpolated from observed gravity values.
 AB0157
 AB0157;                    North         East    Units  Estimated Accuracy
 AB0157;SPC TX S     - 5,028,480.      398,350.      MT  (+/- 180 meters Scaled)
 AB0157
 AB0157                          SUPERSEDED SURVEY CONTROL
 AB0157
 AB0157  NGVD 29 (??/??/92)   10.649  (m)           34.94   (f) ADJ UNCH    1 2
 AB0157
 AB0157.Superseded values are not recommended for survey control.
 AB0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0157.See file dsdata.txt to determine how the superseded data were derived.
 AB0157
 AB0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP483676(NAD 83)
 AB0157_MARKER: DB = BENCH MARK DISK
 AB0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0157_STAMPING: B 680 1942
 AB0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0157+STABILITY: SURFACE MOTION
 AB0157
 AB0157  HISTORY     - Date     Condition        Report By
 AB0157  HISTORY     - 1942     MONUMENTED       CGS
 AB0157  HISTORY     - 1951     GOOD             NGS
 AB0157  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0157  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0157  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0157  HISTORY     - 19910313 GOOD             USPSQD
 AB0157
 AB0157                          STATION DESCRIPTION
 AB0157
 AB0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0157'IN BROWNSVILLE.
 AB0157'AT BROWNSVILLE, CAMERON COUNTY, 1.0 MILE NORTHWEST ALONG NORTHWEST
 AB0157'ELIZABETH STREET FROM THE BROWNSVILLE JUNIOR HIGH SCHOOL, AT THE
 AB0157'INTERSECTION OF SIXTEENTH STREET NORTHWEST, 21 FEET NORTHWEST OF THE
 AB0157'CENTERLINE OF SIXTEENTH STREET NORTHWEST, 24.8 FEET NORTHEAST OF THE
 AB0157'CENTERLINE OF NORTHWEST ELIZABETH STREET, AND 4 FEET SOUTHWEST OF THE
 AB0157'CENTERLINE OF THE SIDEWALK.  A STANDARD DISK, SET IN THE TOP OF A
 AB0157'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AB0157
 AB0157                          STATION RECOVERY (1951)
 AB0157
 AB0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0157'RECOVERED IN GOOD CONDITION.
 AB0157
 AB0157                          STATION RECOVERY (1981)
 AB0157
 AB0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0157'SEARCHED FOR, NOT RECOVERED THIS DATE.
 AB0157
 AB0157                          STATION RECOVERY (1988)
 AB0157
 AB0157'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0157'MARK NOT FOUND.
 AB0157
 AB0157                          STATION RECOVERY (1988)
 AB0157
 AB0157'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AB0157'MARK NOT FOUND.
 AB0157
 AB0157                          STATION RECOVERY (1991)
 AB0157
 AB0157'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0832 ***********************************************************************
 AB0832  DESIGNATION -  B 681
 AB0832  PID         -  AB0832
 AB0832  STATE/COUNTY-  TX/CAMERON
 AB0832  USGS QUAD   -  LA PALOMA (1970)
 AB0832
 AB0832                         *CURRENT SURVEY CONTROL
 AB0832  ___________________________________________________________________
 AB0832* NAD 83(1986)-  26 06 47.     (N)    097 44 09.     (W)     SCALED    
 AB0832* NAVD 88     -        14.152  (meters)      46.43   (feet)  ADJUSTED  
 AB0832  ___________________________________________________________________
 AB0832  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0832  DYNAMIC HT  -          14.129 (meters)      46.35  (feet)  COMP
 AB0832  MODELED GRAV-     979,024.6   (mgal)                       NAVD 88
 AB0832
 AB0832  VERT ORDER  -  SECOND    CLASS 0
 AB0832
 AB0832.The horizontal coordinates were scaled from a topographic map and have
 AB0832.an estimated accuracy of +/- 6 seconds.
 AB0832
 AB0832.The orthometric height was determined by differential leveling
 AB0832.and adjusted by the National Geodetic Survey in June 1991..
 AB0832
 AB0832.The geoid height was determined by GEOID03.
 AB0832
 AB0832.The dynamic height is computed by dividing the NAVD 88
 AB0832.geopotential number by the normal gravity value computed on the
 AB0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0832.degrees latitude (g = 980.6199 gals.).
 AB0832
 AB0832.The modeled gravity was interpolated from observed gravity values.
 AB0832
 AB0832;                    North         East    Units  Estimated Accuracy
 AB0832;SPC TX S     - 5,049,690.      376,430.      MT  (+/- 180 meters Scaled)
 AB0832
 AB0832                          SUPERSEDED SURVEY CONTROL
 AB0832
 AB0832  NGVD 29 (??/??/92)   14.260  (m)           46.78   (f) ADJ UNCH    2 0
 AB0832
 AB0832.Superseded values are not recommended for survey control.
 AB0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0832.See file dsdata.txt to determine how the superseded data were derived.
 AB0832
 AB0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP264888(NAD 83)
 AB0832_MARKER: DD = SURVEY DISK
 AB0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0832_SP_SET: CULVERT
 AB0832_STAMPING: B 681 1942
 AB0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0832
 AB0832  HISTORY     - Date     Condition        Report By
 AB0832  HISTORY     - 1942     MONUMENTED
 AB0832  HISTORY     - 1942     GOOD             NGS
 AB0832  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0832
 AB0832                          STATION DESCRIPTION
 AB0832
 AB0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0832'1.0 MI NE FROM RANGERVILLE.
 AB0832'1.0 MILE NORTHEAST ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0832'RANGERVILLE, CAMERON COUNTY, 135 FEET SOUTH ACROSS THE ROAD FROM REA
 AB0832'CO-OP POLE NO. 15-165, AT A CONCRETE-BOX CULVERT UNDER THE ROAD, IN
 AB0832'THE CENTER OF THE TOP OF THE SOUTHEAST HEADWALL, 17.4 FEET SOUTHEAST
 AB0832'OF THE CENTERLINE OF THE ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.
 AB0832'A CAMERON COUNTY STANDARD DISK, STAMPED B 681 1942.
 AB0832
 AB0832                          STATION RECOVERY (1987)
 AB0832
 AB0832'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0858 ***********************************************************************
 AB0858  DESIGNATION -  B 682
 AB0858  PID         -  AB0858
 AB0858  STATE/COUNTY-  TX/CAMERON
 AB0858  USGS QUAD   -  LA PALOMA (1970)
 AB0858
 AB0858                         *CURRENT SURVEY CONTROL
 AB0858  ___________________________________________________________________
 AB0858* NAD 83(1986)-  26 01 32.     (N)    097 37 53.     (W)     SCALED    
 AB0858* NAVD 88     -        14.731  (meters)      48.33   (feet)  ADJUSTED  
 AB0858  ___________________________________________________________________
 AB0858  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 AB0858  DYNAMIC HT  -          14.707 (meters)      48.25  (feet)  COMP
 AB0858  MODELED GRAV-     979,023.1   (mgal)                       NAVD 88
 AB0858
 AB0858  VERT ORDER  -  SECOND    CLASS 0
 AB0858
 AB0858.The horizontal coordinates were scaled from a topographic map and have
 AB0858.an estimated accuracy of +/- 6 seconds.
 AB0858
 AB0858.The orthometric height was determined by differential leveling
 AB0858.and adjusted by the National Geodetic Survey in June 1991..
 AB0858
 AB0858.The geoid height was determined by GEOID03.
 AB0858
 AB0858.The dynamic height is computed by dividing the NAVD 88
 AB0858.geopotential number by the normal gravity value computed on the
 AB0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0858.degrees latitude (g = 980.6199 gals.).
 AB0858
 AB0858.The modeled gravity was interpolated from observed gravity values.
 AB0858
 AB0858;                    North         East    Units  Estimated Accuracy
 AB0858;SPC TX S     - 5,040,060.      386,950.      MT  (+/- 180 meters Scaled)
 AB0858
 AB0858                          SUPERSEDED SURVEY CONTROL
 AB0858
 AB0858  NGVD 29 (??/??/92)   14.83   (m)           48.7    (f) COMPUTED    2 0
 AB0858
 AB0858.Superseded values are not recommended for survey control.
 AB0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0858.See file dsdata.txt to determine how the superseded data were derived.
 AB0858
 AB0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP369792(NAD 83)
 AB0858_MARKER: DD = SURVEY DISK
 AB0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0858_SP_SET: CULVERT
 AB0858_STAMPING: B 682 1942
 AB0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0858
 AB0858  HISTORY     - Date     Condition        Report By
 AB0858  HISTORY     - 1942     MONUMENTED
 AB0858  HISTORY     - 1942     GOOD             NGS
 AB0858  HISTORY     - 1987     GOOD             USPSQD
 AB0858
 AB0858                          STATION DESCRIPTION
 AB0858
 AB0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0858'11.9 MI NW FROM BROWNSVILLE.
 AB0858'11.9 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH
 AB0858'SCHOOL AT BROWNSVILLE, CAMERON COUNTY, 0.05 MILE WEST OF THE SCHOOL
 AB0858'BUILDING AT EL RANCHITO, 51 FEET SOUTH OF THE CENTERLINE OF THE
 AB0858'HIGHWAY, 43 FEET WEST OF REA CO-OP POLE NO. 15V191, AT A 4- BY 4-FOOT
 AB0858'VERTICAL CONCRETE-BOX CULVERT, IN THE TOP OF THE NORTH SIDE OF THE
 AB0858'CULVERT, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY
 AB0858'STANDARD DISK, STAMPED B 682 1942.
 AB0858
 AB0858                          STATION RECOVERY (1987)
 AB0858
 AB0858'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0798 ***********************************************************************
 AB0798  DESIGNATION -  B 683
 AB0798  PID         -  AB0798
 AB0798  STATE/COUNTY-  TX/HIDALGO
 AB0798  USGS QUAD   -  PROGRESO (1970)
 AB0798
 AB0798                         *CURRENT SURVEY CONTROL
 AB0798  ___________________________________________________________________
 AB0798* NAD 83(1986)-  26 06 46.     (N)    097 54 03.     (W)     SCALED    
 AB0798* NAVD 88     -        19.109  (meters)      62.69   (feet)  ADJUSTED  
 AB0798  ___________________________________________________________________
 AB0798  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AB0798  DYNAMIC HT  -          19.078 (meters)      62.59  (feet)  COMP
 AB0798  MODELED GRAV-     979,013.2   (mgal)                       NAVD 88
 AB0798
 AB0798  VERT ORDER  -  SECOND    CLASS 0
 AB0798
 AB0798.The horizontal coordinates were scaled from a topographic map and have
 AB0798.an estimated accuracy of +/- 6 seconds.
 AB0798
 AB0798.The orthometric height was determined by differential leveling
 AB0798.and adjusted by the National Geodetic Survey in June 1991..
 AB0798
 AB0798.The geoid height was determined by GEOID03.
 AB0798
 AB0798.The dynamic height is computed by dividing the NAVD 88
 AB0798.geopotential number by the normal gravity value computed on the
 AB0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0798.degrees latitude (g = 980.6199 gals.).
 AB0798
 AB0798.The modeled gravity was interpolated from observed gravity values.
 AB0798
 AB0798;                    North         East    Units  Estimated Accuracy
 AB0798;SPC TX S     - 5,049,570.      359,930.      MT  (+/- 180 meters Scaled)
 AB0798
 AB0798                          SUPERSEDED SURVEY CONTROL
 AB0798
 AB0798  NGVD 29 (??/??/92)   19.218  (m)           63.05   (f) ADJ UNCH    2 0
 AB0798
 AB0798.Superseded values are not recommended for survey control.
 AB0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0798.See file dsdata.txt to determine how the superseded data were derived.
 AB0798
 AB0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP099886(NAD 83)
 AB0798_MARKER: DB = BENCH MARK DISK
 AB0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0798_STAMPING: B 683 1942
 AB0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0798+STABILITY: SURFACE MOTION
 AB0798
 AB0798  HISTORY     - Date     Condition        Report By
 AB0798  HISTORY     - 1942     MONUMENTED       CGS
 AB0798  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0798
 AB0798                          STATION DESCRIPTION
 AB0798
 AB0798'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0798'5.3 MI NW FROM SANTA MARIA.
 AB0798'IN HIDALGO COUNTY, 5.3 MILES NORTHWEST ALONG A PAVED COUNTY ROAD FROM
 AB0798'THE JUNCTION OF U.S. HIGHWAY 281, ABOUT 3.3 MILES WEST OF SANTA MARIA,
 AB0798'CAMERON COUNTY, AT THE INTERSECTION OF A DIRT ROAD, 66 FEET SOUTH
 AB0798'ACROSS THE DIRT ROAD FROM AN IRRIGATION DITCH, 43 FEET WEST OF THE
 AB0798'CENTERLINE OF THE COUNTY ROAD, 6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 AB0798'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER
 AB0798'THAN THE COUNTY ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 AB0798'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0245 ***********************************************************************
 AE0245  DESIGNATION -  B 684
 AE0245  PID         -  AE0245
 AE0245  STATE/COUNTY-  TX/HIDALGO
 AE0245  USGS QUAD   -  SAN JUAN SE (1962)
 AE0245
 AE0245                         *CURRENT SURVEY CONTROL
 AE0245  ___________________________________________________________________
 AE0245* NAD 83(1986)-  26 04 37.     (N)    098 01 27.     (W)     SCALED    
 AE0245* NAVD 88     -        24.303  (meters)      79.73   (feet)  ADJUSTED  
 AE0245  ___________________________________________________________________
 AE0245  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AE0245  DYNAMIC HT  -          24.263 (meters)      79.60  (feet)  COMP
 AE0245  MODELED GRAV-     978,998.7   (mgal)                       NAVD 88
 AE0245
 AE0245  VERT ORDER  -  SECOND    CLASS 0
 AE0245
 AE0245.The horizontal coordinates were scaled from a topographic map and have
 AE0245.an estimated accuracy of +/- 6 seconds.
 AE0245
 AE0245.The orthometric height was determined by differential leveling
 AE0245.and adjusted by the National Geodetic Survey in June 1991..
 AE0245
 AE0245.The geoid height was determined by GEOID03.
 AE0245
 AE0245.The dynamic height is computed by dividing the NAVD 88
 AE0245.geopotential number by the normal gravity value computed on the
 AE0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0245.degrees latitude (g = 980.6199 gals.).
 AE0245
 AE0245.The modeled gravity was interpolated from observed gravity values.
 AE0245
 AE0245;                    North         East    Units  Estimated Accuracy
 AE0245;SPC TX S     - 5,045,550.      347,610.      MT  (+/- 180 meters Scaled)
 AE0245
 AE0245                          SUPERSEDED SURVEY CONTROL
 AE0245
 AE0245  NGVD 29 (??/??/92)   24.420  (m)           80.12   (f) ADJ UNCH    2 0
 AE0245
 AE0245.Superseded values are not recommended for survey control.
 AE0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0245.See file dsdata.txt to determine how the superseded data were derived.
 AE0245
 AE0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP975845(NAD 83)
 AE0245_MARKER: DD = SURVEY DISK
 AE0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0245_STAMPING: B 684 1942
 AE0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0245+STABILITY: SURFACE MOTION
 AE0245
 AE0245  HISTORY     - Date     Condition        Report By
 AE0245  HISTORY     - 1942     MONUMENTED       IBC
 AE0245  HISTORY     - 1962     GOOD             USGS
 AE0245
 AE0245                          STATION DESCRIPTION
 AE0245
 AE0245'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0245'7 MI S FROM DONNA.
 AE0245'7 MILES SOUTH OF DONNA, HIDALGO COUNTY, ON FARM ROAD 493 TO
 AE0245'INTERSECTION OF U.S. HIGHWAY 281, TURN LEFT (EAST) ON HIGHWAY 281 FOR
 AE0245'0.85 MILES TO BEND IN HIGHWAY AND GRAVEL ROAD CONTINUING STRAIGHT
 AE0245'(EAST), FOLLOW GRAVEL ROAD FOR 0.3 MILE TO LEVEE, TURN NORTHEAST ON
 AE0245'GRAVEL ROAD ON TOP OF THE LEVEE.  FOLLOW LEVEE FOR 1.15 MILES TO
 AE0245'MILEPOST 37, 180 FEET WEST OF MILEPOST, 30 FEET NORTH OF LEVEE, SET IN
 AE0245'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0271 ***********************************************************************
 AE0271  DESIGNATION -  B 685
 AE0271  PID         -  AE0271
 AE0271  STATE/COUNTY-  TX/HIDALGO
 AE0271  USGS QUAD   -  HIDALGO (1983)
 AE0271
 AE0271                         *CURRENT SURVEY CONTROL
 AE0271  ___________________________________________________________________
 AE0271* NAD 83(1986)-  26 06 28.     (N)    098 15 39.     (W)     SCALED    
 AE0271* NAVD 88     -        32.667  (meters)     107.17   (feet)  POSTED    
 AE0271  ___________________________________________________________________
 AE0271  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AE0271  DYNAMIC HT  -          32.610 (meters)     106.99  (feet)  COMP
 AE0271  MODELED GRAV-     978,975.5   (mgal)                       NAVD 88
 AE0271
 AE0271  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0271
 AE0271.The horizontal coordinates were scaled from a topographic map and have
 AE0271.an estimated accuracy of +/- 6 seconds.
 AE0271
 AE0271.The orthometric height was determined by differential leveling
 AE0271.and adjusted by the National Geodetic Survey in 1992..
 AE0271.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0271.rate of 1.1 thru 2.0 mm/km.
 AE0271
 AE0271.The geoid height was determined by GEOID03.
 AE0271
 AE0271.The dynamic height is computed by dividing the NAVD 88
 AE0271.geopotential number by the normal gravity value computed on the
 AE0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0271.degrees latitude (g = 980.6199 gals.).
 AE0271
 AE0271.The modeled gravity was interpolated from observed gravity values.
 AE0271
 AE0271;                    North         East    Units  Estimated Accuracy
 AE0271;SPC TX S     - 5,048,900.      323,920.      MT  (+/- 180 meters Scaled)
 AE0271
 AE0271                          SUPERSEDED SURVEY CONTROL
 AE0271
 AE0271  NGVD 29 (??/??/92)   32.775  (m)          107.53   (f) ADJ UNCH    2 0
 AE0271
 AE0271.Superseded values are not recommended for survey control.
 AE0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0271.See file dsdata.txt to determine how the superseded data were derived.
 AE0271
 AE0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP739878(NAD 83)
 AE0271_MARKER: DB = BENCH MARK DISK
 AE0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0271_STAMPING: B 685 1942
 AE0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0271+STABILITY: SURFACE MOTION
 AE0271
 AE0271  HISTORY     - Date     Condition        Report By
 AE0271  HISTORY     - 1942     MONUMENTED       CGS
 AE0271  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0271  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0271
 AE0271                          STATION DESCRIPTION
 AE0271
 AE0271'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0271'IN HIDALGO.
 AE0271'AT HIDALGO, HIDALGO COUNTY, ON U.S. HIGHWAY 281, 0.1 MILE WEST OF THE
 AE0271'POST OFFICE, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 50 FEET
 AE0271'NORTHWEST OF THE CENTER OF THE INTERSECTION, 33 FEET WEST OF THE
 AE0271'CENTERLINE OF THE GRAVEL ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 AE0271'POST, AND ABOUT 1 FOOT HIGHER THAN THE GRAVEL ROAD, SET IN THE TOP OF
 AE0271'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AE0271
 AE0271                          STATION RECOVERY (1981)
 AE0271
 AE0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0271'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0744 ***********************************************************************
 AB0744  DESIGNATION -  B 686
 AB0744  PID         -  AB0744
 AB0744  STATE/COUNTY-  TX/HIDALGO
 AB0744  USGS QUAD   -  EDCOUCH (1980)
 AB0744
 AB0744                         *CURRENT SURVEY CONTROL
 AB0744  ___________________________________________________________________
 AB0744* NAD 83(1986)-  26 16 48.     (N)    097 55 05.     (W)     SCALED    
 AB0744* NAVD 88     -        16.758  (meters)      54.98   (feet)  ADJUSTED  
 AB0744  ___________________________________________________________________
 AB0744  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AB0744  DYNAMIC HT  -          16.730 (meters)      54.89  (feet)  COMP
 AB0744  MODELED GRAV-     979,028.0   (mgal)                       NAVD 88
 AB0744
 AB0744  VERT ORDER  -  SECOND    CLASS 0
 AB0744
 AB0744.The horizontal coordinates were scaled from a topographic map and have
 AB0744.an estimated accuracy of +/- 6 seconds.
 AB0744
 AB0744.The orthometric height was determined by differential leveling
 AB0744.and adjusted by the National Geodetic Survey in June 1991..
 AB0744
 AB0744.The geoid height was determined by GEOID03.
 AB0744
 AB0744.The dynamic height is computed by dividing the NAVD 88
 AB0744.geopotential number by the normal gravity value computed on the
 AB0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0744.degrees latitude (g = 980.6199 gals.).
 AB0744
 AB0744.The modeled gravity was interpolated from observed gravity values.
 AB0744
 AB0744;                    North         East    Units  Estimated Accuracy
 AB0744;SPC TX S     - 5,068,090.      358,120.      MT  (+/- 180 meters Scaled)
 AB0744
 AB0744                          SUPERSEDED SURVEY CONTROL
 AB0744
 AB0744  NGVD 29 (??/??/92)   16.869  (m)           55.34   (f) ADJ UNCH    2 0
 AB0744
 AB0744.Superseded values are not recommended for survey control.
 AB0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0744.See file dsdata.txt to determine how the superseded data were derived.
 AB0744
 AB0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ080071(NAD 83)
 AB0744_MARKER: DB = BENCH MARK DISK
 AB0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0744_STAMPING: B 686 1942
 AB0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0744+STABILITY: SURFACE MOTION
 AB0744
 AB0744  HISTORY     - Date     Condition        Report By
 AB0744  HISTORY     - 1942     MONUMENTED       CGS
 AB0744  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0744
 AB0744                          STATION DESCRIPTION
 AB0744
 AB0744'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0744'1.3 MI S FROM LA VILLA.
 AB0744'1.3 MILES SOUTH ALONG THE BASE LINE ROAD FROM THE TEXAS AND NEW
 AB0744'ORLEANS RAILROAD STATION AT LA VILLA, HIDALGO COUNTY, THENCE ABOUT 0.6
 AB0744'MILE EAST ALONG THE ROAD.  ABOUT 110 YARDS NORTHEAST ACROSS THE ROAD
 AB0744'FROM A GROUP OF SMALL FRAME HOUSES, 57.8 FEET EAST OF AN IRRIGATION
 AB0744'DITCH, 39.4 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF
 AB0744'A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD. A
 AB0744'STANDARD DISK, STAMPED B 686 1942 AND SET IN THE TOP OF A CONCRETE
 AB0744'POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0730 ***********************************************************************
 AE0730  DESIGNATION -  B 687
 AE0730  PID         -  AE0730
 AE0730  STATE/COUNTY-  TX/STARR
 AE0730  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0730
 AE0730                         *CURRENT SURVEY CONTROL
 AE0730  ___________________________________________________________________
 AE0730* NAD 83(1986)-  26 29 11.     (N)    098 52 17.     (W)     SCALED    
 AE0730* NAVD 88     -        86.779  (meters)     284.71   (feet)  ADJUSTED  
 AE0730  ___________________________________________________________________
 AE0730  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AE0730  DYNAMIC HT  -          86.636 (meters)     284.24  (feet)  COMP
 AE0730  MODELED GRAV-     979,001.8   (mgal)                       NAVD 88
 AE0730
 AE0730  VERT ORDER  -  SECOND    CLASS 0
 AE0730
 AE0730.The horizontal coordinates were scaled from a topographic map and have
 AE0730.an estimated accuracy of +/- 6 seconds.
 AE0730
 AE0730.The orthometric height was determined by differential leveling
 AE0730.and adjusted by the National Geodetic Survey in June 1991..
 AE0730
 AE0730.The geoid height was determined by GEOID03.
 AE0730
 AE0730.The dynamic height is computed by dividing the NAVD 88
 AE0730.geopotential number by the normal gravity value computed on the
 AE0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0730.degrees latitude (g = 980.6199 gals.).
 AE0730
 AE0730.The modeled gravity was interpolated from observed gravity values.
 AE0730
 AE0730;                    North         East    Units  Estimated Accuracy
 AE0730;SPC TX S     - 5,090,870.      262,970.      MT  (+/- 180 meters Scaled)
 AE0730
 AE0730                          SUPERSEDED SURVEY CONTROL
 AE0730
 AE0730  NGVD 29 (??/??/92)   86.830  (m)          284.87   (f) ADJ UNCH    2 0
 AE0730
 AE0730.Superseded values are not recommended for survey control.
 AE0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0730.See file dsdata.txt to determine how the superseded data were derived.
 AE0730
 AE0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ128295(NAD 83)
 AE0730_MARKER: DB = BENCH MARK DISK
 AE0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0730_STAMPING: B 687 1942
 AE0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0730+STABILITY: SURFACE MOTION
 AE0730
 AE0730  HISTORY     - Date     Condition        Report By
 AE0730  HISTORY     - 1942     MONUMENTED       CGS
 AE0730  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0730
 AE0730                          STATION DESCRIPTION
 AE0730
 AE0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0730'8.9 MI NW FROM RIO GRANDE CITY.
 AE0730'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY IN RIO GRANDE
 AE0730'CITY, PROCEED 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 83 TO THE
 AE0730'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY, THENCE 8.0 MILES
 AE0730'NORTHWESTERLY ALONG GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0730'28.0 FEET NORTHEAST OF AND ABOUT 0.6 FOOT ABOVE THE CENTERLINE OF
 AE0730'GRAVEL ROAD.  IT IS 2.0 FEET NORTHWEST OF THE RIGHT OF WAY FENCE.
 AE0730'MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AE0730'AND PROJECTS 0.3 FOOT.
 AE0730
 AE0730                          STATION RECOVERY (1965)
 AE0730
 AE0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0542 ***********************************************************************
 AE0542  DESIGNATION -  B 688
 AE0542  PID         -  AE0542
 AE0542  STATE/COUNTY-  TX/HIDALGO
 AE0542  USGS QUAD   -  CITRUS CITY (1980)
 AE0542
 AE0542                         *CURRENT SURVEY CONTROL
 AE0542  ___________________________________________________________________
 AE0542* NAD 83(1986)-  26 17 55.     (N)    098 28 37.     (W)     SCALED    
 AE0542* NAVD 88     -        64.225  (meters)     210.71   (feet)  ADJUSTED  
 AE0542  ___________________________________________________________________
 AE0542  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AE0542  DYNAMIC HT  -          64.119 (meters)     210.36  (feet)  COMP
 AE0542  MODELED GRAV-     978,991.3   (mgal)                       NAVD 88
 AE0542
 AE0542  VERT ORDER  -  SECOND    CLASS 0
 AE0542
 AE0542.The horizontal coordinates were scaled from a topographic map and have
 AE0542.an estimated accuracy of +/- 6 seconds.
 AE0542
 AE0542.The orthometric height was determined by differential leveling
 AE0542.and adjusted by the National Geodetic Survey in June 1991..
 AE0542
 AE0542.The geoid height was determined by GEOID03.
 AE0542
 AE0542.The dynamic height is computed by dividing the NAVD 88
 AE0542.geopotential number by the normal gravity value computed on the
 AE0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0542.degrees latitude (g = 980.6199 gals.).
 AE0542
 AE0542.The modeled gravity was interpolated from observed gravity values.
 AE0542
 AE0542;                    North         East    Units  Estimated Accuracy
 AE0542;SPC TX S     - 5,070,020.      302,300.      MT  (+/- 180 meters Scaled)
 AE0542
 AE0542                          SUPERSEDED SURVEY CONTROL
 AE0542
 AE0542  NGVD 29 (??/??/92)   64.341  (m)          211.09   (f) ADJ UNCH    2 0
 AE0542
 AE0542.Superseded values are not recommended for survey control.
 AE0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0542.See file dsdata.txt to determine how the superseded data were derived.
 AE0542
 AE0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ522088(NAD 83)
 AE0542_MARKER: DB = BENCH MARK DISK
 AE0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0542_STAMPING: B 688 1942
 AE0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0542+STABILITY: SURFACE MOTION
 AE0542
 AE0542  HISTORY     - Date     Condition        Report By
 AE0542  HISTORY     - 1942     MONUMENTED       CGS
 AE0542
 AE0542                          STATION DESCRIPTION
 AE0542
 AE0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0542'3.7 MI N FROM LA JOYA.
 AE0542'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0542'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0542'GRAVEL ROAD LEADING NORTH, THENCE 3.4 MILES NORTHERLY ALONG A GRAVEL
 AE0542'ROAD TO THE TOP OF A SMALL HILL AND SITE OF BENCH MARK.  BENCH MARK IS
 AE0542'AT THE TOP OF A SMALL HILL 0.3 MILE SOUTH OF AN IRON PIPE CULVERT
 AE0542'UNDER THE ROAD.  IT IS 81.0 FEET WEST OF AND ACROSS THE ROAD FROM A
 AE0542'14.0 INCH MESQUITE TREE, 33.5 FEET WEST OF AND ABOUT 1.0 FOOT BELOW
 AE0542'THE CENTERLINE OF THE ROAD.  MONUMENT IS 2.6 FEET SOUTH OF A 4X4 INCH
 AE0542'WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0769 ***********************************************************************
 AE0769  DESIGNATION -  B 689
 AE0769  PID         -  AE0769
 AE0769  STATE/COUNTY-  TX/JIM HOGG
 AE0769  USGS QUAD   -  CUEVITAS (1972)
 AE0769
 AE0769                         *CURRENT SURVEY CONTROL
 AE0769  ___________________________________________________________________
 AE0769* NAD 83(1986)-  26 49 28.     (N)    098 51 36.     (W)     SCALED    
 AE0769* NAVD 88     -       158.000  (meters)     518.37   (feet)  ADJUSTED  
 AE0769  ___________________________________________________________________
 AE0769  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE0769  DYNAMIC HT  -         157.742 (meters)     517.53  (feet)  COMP
 AE0769  MODELED GRAV-     979,006.5   (mgal)                       NAVD 88
 AE0769
 AE0769  VERT ORDER  -  SECOND    CLASS 0
 AE0769
 AE0769.The horizontal coordinates were scaled from a topographic map and have
 AE0769.an estimated accuracy of +/- 6 seconds.
 AE0769
 AE0769.The orthometric height was determined by differential leveling
 AE0769.and adjusted by the National Geodetic Survey in June 1991..
 AE0769
 AE0769.The geoid height was determined by GEOID03.
 AE0769
 AE0769.The dynamic height is computed by dividing the NAVD 88
 AE0769.geopotential number by the normal gravity value computed on the
 AE0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0769.degrees latitude (g = 980.6199 gals.).
 AE0769
 AE0769.The modeled gravity was interpolated from observed gravity values.
 AE0769
 AE0769;                    North         East    Units  Estimated Accuracy
 AE0769;SPC TX S     - 5,128,320.      264,220.      MT  (+/- 180 meters Scaled)
 AE0769
 AE0769                          SUPERSEDED SURVEY CONTROL
 AE0769
 AE0769  NGVD 29 (??/??/92)  158.042  (m)          518.51   (f) ADJ UNCH    2 0
 AE0769
 AE0769.Superseded values are not recommended for survey control.
 AE0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0769.See file dsdata.txt to determine how the superseded data were derived.
 AE0769
 AE0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ139669(NAD 83)
 AE0769_MARKER: DB = BENCH MARK DISK
 AE0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0769_SP_SET: CULVERT
 AE0769_STAMPING: B 689 1942
 AE0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0769
 AE0769  HISTORY     - Date     Condition        Report By
 AE0769  HISTORY     - 1942     MONUMENTED       CGS
 AE0769  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0769
 AE0769                          STATION DESCRIPTION
 AE0769
 AE0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0769'5.1 MI N FROM VIBORAS.
 AE0769'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED 5.1 MILES NORTHERLY
 AE0769'ALONG A GRAVEL ROAD TO A CONCRETE BRIDGE AND SITE OF BENCH MARK. BENCH
 AE0769'MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH WINGWALL OF A 3X9
 AE0769'FOOT CONCRETE BRIDGE.  IT IS 12.0 FEET NORTHEAST OF AND ABOUT 1.5 FOOT
 AE0769'BELOW THE CENTERLINE OF GRAVEL ROAD.  IT IS 7.0 FEET NORTH OF THE
 AE0769'NORTH END OF THE NORTHEAST HEADWALL OF BRIDGE.  NOTE-- IT IS 0.15 MILE
 AE0769'SOUTHEAST OF A SMALL GROCERY STORE AT CUEVITAS.
 AE0769
 AE0769                          STATION RECOVERY (1972)
 AE0769
 AE0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4033 ***********************************************************************
 AW4033  DESIGNATION -  B 692
 AW4033  PID         -  AW4033
 AW4033  STATE/COUNTY-  TX/FORT BEND
 AW4033  USGS QUAD   -  JULIFF (1974)
 AW4033
 AW4033                         *CURRENT SURVEY CONTROL
 AW4033  ___________________________________________________________________
 AW4033* NAD 83(1986)-  29 27 54.     (N)    095 28 26.     (W)     SCALED    
 AW4033* NAVD 88     -        19.42   (+/-2cm)      63.7    (feet)  VERTCON   
 AW4033  ___________________________________________________________________
 AW4033  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW4033
 AW4033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4033
 AW4033.The horizontal coordinates were scaled from a topographic map and have
 AW4033.an estimated accuracy of +/- 6 seconds.
 AW4033
 AW4033.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4033.The vertical order pertains to the NGVD 29 superseded value.
 AW4033
 AW4033.The geoid height was determined by GEOID03.
 AW4033
 AW4033;                    North         East    Units  Estimated Accuracy
 AW4033;SPC TXSC     - 4,185,990.      941,930.      MT  (+/- 180 meters Scaled)
 AW4033
 AW4033                          SUPERSEDED SURVEY CONTROL
 AW4033
 AW4033  NGVD 29 (??/??/92)   19.42   (m)           63.7    (f) COMPUTED    2 0
 AW4033
 AW4033.Superseded values are not recommended for survey control.
 AW4033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4033.See file dsdata.txt to determine how the superseded data were derived.
 AW4033
 AW4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN600620(NAD 83)
 AW4033_MARKER: DB = BENCH MARK DISK
 AW4033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4033_SP_SET: CULVERT
 AW4033_STAMPING: B 692 1942
 AW4033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4033
 AW4033  HISTORY     - Date     Condition        Report By
 AW4033  HISTORY     - 1942     MONUMENTED       CGS
 AW4033  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 AW4033
 AW4033                          STATION DESCRIPTION
 AW4033
 AW4033'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4033'2.65 MI S FROM ARCOLA.
 AW4033'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD JUNCTION AT
 AW4033'ARCOLA, PROCEED 2.65 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 AW4033'TO A 9X6 FOOT THREE SECTION CONCRETE CULVERT WITH 45.0 FOOT CONCRETE
 AW4033'HEADWALLS UNDER STATE HIGHWAY NO. 288 RUNNING PARALLEL WITH THE TRACK
 AW4033'AND TO SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AW4033'SOUTH END OF THE WEST HEADWALL.  IT IS ABOUT 66.7 FEET EAST OF AND
 AW4033'LEVEL WITH THE CENTERLINE OF TRACK, ABOUT 13.5 FEET WEST AND 1.5 FOOT
 AW4033'ABOVE THE CENTERLINE OF HIGHWAY.
 AW4033
 AW4033                          STATION RECOVERY (1998)
 AW4033
 AW4033'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4034 ***********************************************************************
 AW4034  DESIGNATION -  B 692 RESET 1948
 AW4034  PID         -  AW4034
 AW4034  STATE/COUNTY-  TX/FORT BEND
 AW4034  USGS QUAD   -  JULIFF (1974)
 AW4034
 AW4034                         *CURRENT SURVEY CONTROL
 AW4034  ___________________________________________________________________
 AW4034* NAD 83(1986)-  29 27 54.     (N)    095 28 26.     (W)     SCALED    
 AW4034* NAVD 88     -        18.59   (+/-2cm)      61.0    (feet)  VERTCON   
 AW4034  ___________________________________________________________________
 AW4034  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW4034
 AW4034  VERT ORDER  -  THIRD (See Below)
 AW4034
 AW4034.The horizontal coordinates were scaled from a topographic map and have
 AW4034.an estimated accuracy of +/- 6 seconds.
 AW4034
 AW4034.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4034.The vertical order pertains to the NGVD 29 superseded value.
 AW4034
 AW4034.The geoid height was determined by GEOID03.
 AW4034
 AW4034;                    North         East    Units  Estimated Accuracy
 AW4034;SPC TXSC     - 4,185,990.      941,930.      MT  (+/- 180 meters Scaled)
 AW4034
 AW4034                          SUPERSEDED SURVEY CONTROL
 AW4034
 AW4034  NGVD 29 (??/??/??)   18.58   (m)           61.0    (f) RESET       3  
 AW4034
 AW4034.Superseded values are not recommended for survey control.
 AW4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4034.See file dsdata.txt to determine how the superseded data were derived.
 AW4034
 AW4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN600620(NAD 83)
 AW4034_MARKER: DB = BENCH MARK DISK
 AW4034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4034_SP_SET: CULVERT
 AW4034_STAMPING: B 692 RESET 1948
 AW4034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4034+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AW4034
 AW4034  HISTORY     - Date     Condition        Report By
 AW4034  HISTORY     - 1948     MONUMENTED       TXHD
 AW4034  HISTORY     - 1987     GOOD             USPSQD
 AW4034  HISTORY     - 1988     GOOD             USPSQD
 AW4034  HISTORY     - 19901208 GOOD             USPSQD
 AW4034  HISTORY     - 19980214 GOOD             USPSQD
 AW4034  HISTORY     - 20040312 GOOD             USPSQD
 AW4034
 AW4034                          STATION DESCRIPTION
 AW4034
 AW4034'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AW4034'2.6 MI S FROM ARCOLA JCT..
 AW4034'2.6 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AW4034'OF THE GULF, COLORADO AND SANTA FE RAILWAY AT ARCOLA JUNCTION, AT A 6-
 AW4034'BY 3-FOOT TRIPLE CONCRETE CULVERT UNDER STATE HIGHWAY 288, IN THE
 AW4034'SOUTH END OF THE WEST HEADWALL, 22 FEET EAST OF THE CENTERLINE OF THE
 AW4034'HIGHWAY, AND 0.5 FOOT LOWER THAN THE HIGHWAY.
 AW4034
 AW4034                          STATION RECOVERY (1987)
 AW4034
 AW4034'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4034'RECOVERED IN GOOD CONDITION.
 AW4034
 AW4034                          STATION RECOVERY (1988)
 AW4034
 AW4034'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4034'RECOVERED IN GOOD CONDITION.
 AW4034
 AW4034                          STATION RECOVERY (1990)
 AW4034
 AW4034'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW4034'RECOVERED IN GOOD CONDITION.
 AW4034
 AW4034                          STATION RECOVERY (1998)
 AW4034
 AW4034'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4034'RECOVERED IN GOOD CONDITION.
 AW4034
 AW4034                          STATION RECOVERY (2004)
 AW4034
 AW4034'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4034'GO SOUTH ON HW 521 FROM ARCOLA TO N29 27 54 W095 28 26.  MARK IS SET
 AW4034'HORIZONTIAL ON TOP OF A CULVERT HEADWALL. 15 FEET EAST OF CENTERLINE
 AW4034'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4095 ***********************************************************************
 AW4095  DESIGNATION -  B 693
 AW4095  PID         -  AW4095
 AW4095  STATE/COUNTY-  TX/BRAZORIA
 AW4095  USGS QUAD   -  ANGLETON (1974)
 AW4095
 AW4095                         *CURRENT SURVEY CONTROL
 AW4095  ___________________________________________________________________
 AW4095* NAD 83(1986)-  29 14 54.     (N)    095 26 47.     (W)     SCALED    
 AW4095* NAVD 88     -        11.99   (+/-2cm)      39.3    (feet)  VERTCON   
 AW4095  ___________________________________________________________________
 AW4095  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW4095
 AW4095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4095
 AW4095.The horizontal coordinates were scaled from a topographic map and have
 AW4095.an estimated accuracy of +/- 6 seconds.
 AW4095
 AW4095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4095.The vertical order pertains to the NGVD 29 superseded value.
 AW4095
 AW4095.The geoid height was determined by GEOID03.
 AW4095
 AW4095;                    North         East    Units  Estimated Accuracy
 AW4095;SPC TXSC     - 4,162,070.      945,330.      MT  (+/- 180 meters Scaled)
 AW4095
 AW4095                          SUPERSEDED SURVEY CONTROL
 AW4095
 AW4095  NGVD 29 (??/??/92)   12.00   (m)           39.4    (f) COMPUTED    2 0
 AW4095
 AW4095.Superseded values are not recommended for survey control.
 AW4095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4095.See file dsdata.txt to determine how the superseded data were derived.
 AW4095
 AW4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN622379(NAD 83)
 AW4095_MARKER: DB = BENCH MARK DISK
 AW4095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4095_SP_SET: CULVERT
 AW4095_STAMPING: B 693 1942
 AW4095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4095
 AW4095  HISTORY     - Date     Condition        Report By
 AW4095  HISTORY     - 1942     MONUMENTED       CGS
 AW4095  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW4095
 AW4095                          STATION DESCRIPTION
 AW4095
 AW4095'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4095'1.0 MI E FROM CHENANGO.
 AW4095'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT CHENANGO,
 AW4095'PROCEED 0.15 MILE SOUTH ALONG HIGHWAY NO. 19 TO THE INTERSECTION OF A
 AW4095'DIRT ROAD LEADING EAST, THENCE GO 0.85 MILE EAST ON DIRT ROAD TO THE
 AW4095'INTERSECTION OF STATE HIGHWAY NO. 288 AND TO A 6 X 4 FOOT 2 SECTION
 AW4095'CONCRETE CULVERT WITH 30.0 FOOT HEADWALLS AND SITE OF BENCH MARK.
 AW4095'BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END OF THE WEST HEADWALL
 AW4095'OF CULVERT.  IT IS 33.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AW4095'THE CENTERLINE OF EAST AND WEST ROAD, ABOUT 21.0 FEET WEST OF AND THE
 AW4095'SAME ELEVATION AS THE CENTERLINE OF PAVEMENT.
 AW4095
 AW4095                          STATION RECOVERY (1997)
 AW4095
 AW4095'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4096 ***********************************************************************
 AW4096  DESIGNATION -  B 693 RESET 1964
 AW4096  PID         -  AW4096
 AW4096  STATE/COUNTY-  TX/BRAZORIA
 AW4096  USGS QUAD   -  ANGLETON (1974)
 AW4096
 AW4096                         *CURRENT SURVEY CONTROL
 AW4096  ___________________________________________________________________
 AW4096* NAD 83(1986)-  29 14 54.     (N)    095 26 47.     (W)     SCALED    
 AW4096* NAVD 88     -        12.08   (+/-2cm)      39.6    (feet)  VERTCON   
 AW4096  ___________________________________________________________________
 AW4096  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW4096
 AW4096  VERT ORDER  -  THIRD (See Below)
 AW4096
 AW4096.The horizontal coordinates were scaled from a topographic map and have
 AW4096.an estimated accuracy of +/- 6 seconds.
 AW4096
 AW4096.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4096.The vertical order pertains to the NGVD 29 superseded value.
 AW4096
 AW4096.The geoid height was determined by GEOID03.
 AW4096
 AW4096;                    North         East    Units  Estimated Accuracy
 AW4096;SPC TXSC     - 4,162,070.      945,330.      MT  (+/- 180 meters Scaled)
 AW4096
 AW4096                          SUPERSEDED SURVEY CONTROL
 AW4096
 AW4096  NGVD 29 (??/??/??)   12.08   (m)           39.6    (f) RESET       3  
 AW4096
 AW4096.Superseded values are not recommended for survey control.
 AW4096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4096.See file dsdata.txt to determine how the superseded data were derived.
 AW4096
 AW4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN622379(NAD 83)
 AW4096_MARKER: DB = BENCH MARK DISK
 AW4096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4096_SP_SET: CULVERT
 AW4096_STAMPING: B 693 RESET 1964
 AW4096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4096
 AW4096  HISTORY     - Date     Condition        Report By
 AW4096  HISTORY     - 1964     MONUMENTED       TXHD
 AW4096  HISTORY     - 1964     GOOD             NGS
 AW4096  HISTORY     - 19970628 POOR             USPSQD
 AW4096
 AW4096                          STATION DESCRIPTION
 AW4096
 AW4096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW4096'5.6 MI N FROM ANGLETON.
 AW4096'TO REACH FROM THE BRAZORIA COUNTY COURT HOUSE IN ANGLETON, TEXAS
 AW4096'PROCEED 5.6 MILES NORTH ALONG STATE HIGHWAY 288 TO THE INTERSECTION OF
 AW4096'BRAZORIA COUNTY ROAD AND TO A 6 X 3 FOOT 2 BARREL CONCRETE BOX CULVERT
 AW4096'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTH
 AW4096'END OF THE WEST HEADWALL OF CULVERT.  IT IS ABOUT 43.0 FEET NORTH OF
 AW4096'THE CENTER LINE OF COUNTY ROAD 45, ABOUT 30.0 FEET WEST OF AND ABOUT
 AW4096'THE SAME ELEVATION AS THE CENTER LINE OF STATE HIGHWAY 288.
 AW4096
 AW4096                          STATION RECOVERY (1997)
 AW4096
 AW4096'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4096'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3951 ***********************************************************************
 AW3951  DESIGNATION -  B 694
 AW3951  PID         -  AW3951
 AW3951  STATE/COUNTY-  TX/BRAZORIA
 AW3951  USGS QUAD   -  LIVERPOOL (1963)
 AW3951
 AW3951                         *CURRENT SURVEY CONTROL
 AW3951  ___________________________________________________________________
 AW3951* NAD 83(1986)-  29 21 55.     (N)    095 19 23.     (W)     SCALED    
 AW3951* NAVD 88     -         9.54   (+/-2cm)      31.3    (feet)  VERTCON   
 AW3951  ___________________________________________________________________
 AW3951  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW3951
 AW3951  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3951
 AW3951.The horizontal coordinates were scaled from a topographic map and have
 AW3951.an estimated accuracy of +/- 6 seconds.
 AW3951
 AW3951.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3951.The vertical order pertains to the NGVD 29 superseded value.
 AW3951
 AW3951.The geoid height was determined by GEOID03.
 AW3951
 AW3951;                    North         East    Units  Estimated Accuracy
 AW3951;SPC TXSC     - 4,175,390.      956,900.      MT  (+/- 180 meters Scaled)
 AW3951
 AW3951                          SUPERSEDED SURVEY CONTROL
 AW3951
 AW3951  NGVD 29 (??/??/92)    9.535  (m)           31.28   (f) ADJ UNCH    2 0
 AW3951
 AW3951.Superseded values are not recommended for survey control.
 AW3951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3951.See file dsdata.txt to determine how the superseded data were derived.
 AW3951
 AW3951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN745506(NAD 83)
 AW3951_MARKER: DB = BENCH MARK DISK
 AW3951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3951_STAMPING: B 694 1942
 AW3951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3951+STABILITY: SURFACE MOTION
 AW3951
 AW3951  HISTORY     - Date     Condition        Report By
 AW3951  HISTORY     - 1942     MONUMENTED       CGS
 AW3951
 AW3951                          STATION DESCRIPTION
 AW3951
 AW3951'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3951'7.35 MI SW FROM ALVIN.
 AW3951'TO REACH FROM THE GULF, COLORADO AND SANTAFE RAILROAD STATION AT
 AW3951'ALVIN, PROCEED 1.0 MILE SOUTH ALONG STATE HIGHWAY NO.35 TO A SHELL
 AW3951'CROSS ROAD, THENCE GO 0.6 MILE WEST TO AN S CURVE IN ROAD, THENCE GO
 AW3951'1.0 MILE SOUTHWEST TO AN IMPROVED ROAD LEADING WEST, THENCE GO 4.4
 AW3951'MILES WEST TO A LARGE 2 STORY FARM HOUSE, THENCE GO 0.35 MILE
 AW3951'SOUTHEAST THRU BARN YARD AND ALONG A RICE FIELD FENCE LEADING
 AW3951'SOUTHWEST TO A FENCE CORNER AND SITE OF BENCH MARK.  BENCH MARK IS
 AW3951'ABOUT 250.0 FEET WEST OF HEAVY TIMBER.  IT IS 3.5 FEET NORTHWEST OF A
 AW3951'FENCE CORNER AND 2.0 FEET WEST OF A FENCE LINE.  MONUMENT IS 4.0 FEET
 AW3951'SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5
 AW3951'FOOT.  NOTE-- THIS BENCH MARK IS ALSO 5.4 MILES NORTHWEST OF RAILROAD
 AW3951'STATION AT LIVERPOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1261 ***********************************************************************
 AN1261  DESIGNATION -  B 695
 AN1261  PID         -  AN1261
 AN1261  STATE/COUNTY-  TX/REFUGIO
 AN1261  USGS QUAD   -  LAKE PASTURE (1979)
 AN1261
 AN1261                         *CURRENT SURVEY CONTROL
 AN1261  ___________________________________________________________________
 AN1261* NAD 83(1986)-  28 28 36.     (N)    097 05 36.     (W)     SCALED    
 AN1261* NAVD 88     -        22.31   (+/-2cm)      73.2    (feet)  VERTCON   
 AN1261  ___________________________________________________________________
 AN1261  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1261
 AN1261  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1261
 AN1261.The horizontal coordinates were scaled from a topographic map and have
 AN1261.an estimated accuracy of +/- 6 seconds.
 AN1261
 AN1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1261.The vertical order pertains to the NGVD 29 superseded value.
 AN1261
 AN1261.The geoid height was determined by GEOID03.
 AN1261
 AN1261;                    North         East    Units  Estimated Accuracy
 AN1261;SPC TXSC     - 4,072,820.      786,700.      MT  (+/- 180 meters Scaled)
 AN1261
 AN1261                          SUPERSEDED SURVEY CONTROL
 AN1261
 AN1261  NGVD 29 (??/??/92)   22.452  (m)           73.66   (f) ADJ UNCH    1 2
 AN1261
 AN1261.Superseded values are not recommended for survey control.
 AN1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1261.See file dsdata.txt to determine how the superseded data were derived.
 AN1261
 AN1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS866514(NAD 83)
 AN1261_MARKER: DB = BENCH MARK DISK
 AN1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1261_STAMPING: B 695 1943
 AN1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1261+STABILITY: SURFACE MOTION
 AN1261
 AN1261  HISTORY     - Date     Condition        Report By
 AN1261  HISTORY     - 1943     MONUMENTED       CGS
 AN1261  HISTORY     - 1950     GOOD             NGS
 AN1261  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1261  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1261  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1261
 AN1261                          STATION DESCRIPTION
 AN1261
 AN1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1261'3.8 MI NE FROM VIDAURI.
 AN1261'3.8 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1261'RAILROAD FROM THE STATION AT VIDAURI, 1 POLE NORTHEAST OF MILEPOST
 AN1261'201, 2 POLES NORTHEAST OF A PRIVATE ROAD CROSSING, 60 FEET NORTHWEST
 AN1261'OF THE CENTER LINE OF U.S. HIGHWAY 77, 42.2 FEET SOUTHEAST OF THE
 AN1261'SOUTHEAST RAIL, 1 FOOT SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF
 AN1261'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AN1261
 AN1261                          STATION RECOVERY (1978)
 AN1261
 AN1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1261'NOT RECOVERED ON THIS DATE.
 AN1261
 AN1261                          STATION RECOVERY (1994)
 AN1261
 AN1261'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1261'MARK NOT FOUND.
 AN1261
 AN1261                          STATION RECOVERY (1999)
 AN1261
 AN1261'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0707 ***********************************************************************
 AN0707  DESIGNATION -  B 697
 AN0707  PID         -  AN0707
 AN0707  STATE/COUNTY-  TX/VICTORIA
 AN0707  USGS QUAD   -  INEZ (1995)
 AN0707
 AN0707                         *CURRENT SURVEY CONTROL
 AN0707  ___________________________________________________________________
 AN0707* NAD 83(1986)-  28 53 38.     (N)    096 46 43.     (W)     SCALED    
 AN0707* NAVD 88     -        18.13   (+/-2cm)      59.5    (feet)  VERTCON   
 AN0707  ___________________________________________________________________
 AN0707  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0707
 AN0707  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0707
 AN0707.The horizontal coordinates were scaled from a topographic map and have
 AN0707.an estimated accuracy of +/- 6 seconds.
 AN0707
 AN0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0707.The vertical order pertains to the NGVD 29 superseded value.
 AN0707
 AN0707.The geoid height was determined by GEOID03.
 AN0707
 AN0707;                    North         East    Units  Estimated Accuracy
 AN0707;SPC TXSC     - 4,119,600.      816,630.      MT  (+/- 180 meters Scaled)
 AN0707
 AN0707                          SUPERSEDED SURVEY CONTROL
 AN0707
 AN0707  NGVD 29 (??/??/92)   18.20   (m)           59.7    (f) COMPUTED    2 0
 AN0707
 AN0707.Superseded values are not recommended for survey control.
 AN0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0707.See file dsdata.txt to determine how the superseded data were derived.
 AN0707
 AN0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS166982(NAD 83)
 AN0707_MARKER: DB = BENCH MARK DISK
 AN0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0707_STAMPING: B 697 1943
 AN0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0707+STABILITY: SURFACE MOTION
 AN0707
 AN0707  HISTORY     - Date     Condition        Report By
 AN0707  HISTORY     - 1943     MONUMENTED       CGS
 AN0707  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0707  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN0707
 AN0707                          STATION DESCRIPTION
 AN0707
 AN0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0707'0.9 MI SE FROM INEZ.
 AN0707'TO REACH FROM THE SCHOOL HOUSE AT INEZ, PROCEED 0.9 MILE SOUTHEAST
 AN0707'ALONG A GRAVEL ROAD TO WHERE A HIGHLINE CROSSES THE ROAD AND SITE OF
 AN0707'BENCH MARK.  BENCH MARK IS 23.7 FEET SOUTHWEST OF AND LEVEL WITH THE
 AN0707'CENTERLINE OF ROAD, 7.4 FEET SOUTHWEST OF A HIGHLINE POLE.  2.7 FEET
 AN0707'WEST OF A FENCE CORNER AND 2.0 FEET SOUTHWEST OF THE RIGHT OF WAY
 AN0707'FENCE.  MONUMENT IS 2.0 FEET NORTHEAST OF A 4X4 INCH WOODEN MARKER
 AN0707'POST AND PROJECTS 0.4 FOOT.
 AN0707
 AN0707                          STATION RECOVERY (1972)
 AN0707
 AN0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN0707'MARK NOT FOUND.
 AN0707
 AN0707                          STATION RECOVERY (1991)
 AN0707
 AN0707'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0708 ***********************************************************************
 AN0708  DESIGNATION -  B 697 RESET 1957
 AN0708  PID         -  AN0708
 AN0708  STATE/COUNTY-  TX/VICTORIA
 AN0708  USGS QUAD   -  INEZ (1995)
 AN0708
 AN0708                         *CURRENT SURVEY CONTROL
 AN0708  ___________________________________________________________________
 AN0708* NAD 83(1986)-  28 53 38.     (N)    096 46 43.     (W)     SCALED    
 AN0708* NAVD 88     -        17.95   (+/-2cm)      58.9    (feet)  VERTCON   
 AN0708  ___________________________________________________________________
 AN0708  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0708
 AN0708  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0708
 AN0708.The horizontal coordinates were scaled from a topographic map and have
 AN0708.an estimated accuracy of +/- 6 seconds.
 AN0708
 AN0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0708.The vertical order pertains to the NGVD 29 superseded value.
 AN0708
 AN0708.The geoid height was determined by GEOID03.
 AN0708
 AN0708;                    North         East    Units  Estimated Accuracy
 AN0708;SPC TXSC     - 4,119,600.      816,630.      MT  (+/- 180 meters Scaled)
 AN0708
 AN0708                          SUPERSEDED SURVEY CONTROL
 AN0708
 AN0708  NGVD 29 (??/??/92)   18.019  (m)           59.12   (f) ADJ UNCH    2 0
 AN0708
 AN0708.Superseded values are not recommended for survey control.
 AN0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0708.See file dsdata.txt to determine how the superseded data were derived.
 AN0708
 AN0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS166982(NAD 83)
 AN0708_MARKER: DB = BENCH MARK DISK
 AN0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0708_STAMPING: B 697 RESET 1957
 AN0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0708+STABILITY: SURFACE MOTION
 AN0708
 AN0708  HISTORY     - Date     Condition        Report By
 AN0708  HISTORY     - 1957     MONUMENTED       CGS
 AN0708  HISTORY     - 1972     GOOD             NGS
 AN0708  HISTORY     - 19910428 GOOD             USPSQD
 AN0708
 AN0708                          STATION DESCRIPTION
 AN0708
 AN0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0708'1.0 MI SE FROM INEZ.
 AN0708'ABOUT 1.0 MILE SOUTHEAST ALONG FARM TO MARKET ROAD NO. 444 FROM THE
 AN0708'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, 50 FEET SOUTHWEST
 AN0708'OF THE CENTER LINE OF THE FARM ROAD, 119 FEET NORTHWEST OF THE CENTER
 AN0708'OF A DOUBLE ROW OF POWER POLES, 2 1/2 FEET NORTHWEST OF POWER LINE
 AN0708'POLE, 2 1/2 FEET NORTH OF A CORNER FENCE POST, 1 FOOT SOUTHEAST OF A
 AN0708'FENCE LINE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AN0708'THE FARM ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 AN0708'INCHES ABOVE THE LEVEL OF THE GROUND.
 AN0708
 AN0708                          STATION RECOVERY (1991)
 AN0708
 AN0708'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0985 ***********************************************************************
 AN0985  DESIGNATION -  B 699
 AN0985  PID         -  AN0985
 AN0985  STATE/COUNTY-  TX/VICTORIA
 AN0985  USGS QUAD   -  MC FADDIN (1987)
 AN0985
 AN0985                         *CURRENT SURVEY CONTROL
 AN0985  ___________________________________________________________________
 AN0985* NAD 83(1986)-  28 37 09.     (N)    097 02 40.     (W)     SCALED    
 AN0985* NAVD 88     -        25.89   (+/-2cm)      84.9    (feet)  VERTCON   
 AN0985  ___________________________________________________________________
 AN0985  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0985
 AN0985  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0985
 AN0985.The horizontal coordinates were scaled from a topographic map and have
 AN0985.an estimated accuracy of +/- 6 seconds.
 AN0985
 AN0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0985.The vertical order pertains to the NGVD 29 superseded value.
 AN0985
 AN0985.The geoid height was determined by GEOID03.
 AN0985
 AN0985;                    North         East    Units  Estimated Accuracy
 AN0985;SPC TXSC     - 4,088,690.      791,220.      MT  (+/- 180 meters Scaled)
 AN0985
 AN0985                          SUPERSEDED SURVEY CONTROL
 AN0985
 AN0985  NGVD 29 (??/??/92)   26.023  (m)           85.38   (f) ADJ UNCH    2 0
 AN0985
 AN0985.Superseded values are not recommended for survey control.
 AN0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0985.See file dsdata.txt to determine how the superseded data were derived.
 AN0985
 AN0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS911673(NAD 83)
 AN0985_MARKER: DB = BENCH MARK DISK
 AN0985_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0985_SP_SET: CULVERT
 AN0985_STAMPING: B 699 1943
 AN0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0985
 AN0985  HISTORY     - Date     Condition        Report By
 AN0985  HISTORY     - 1943     MONUMENTED       CGS
 AN0985
 AN0985                          STATION DESCRIPTION
 AN0985
 AN0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0985'14.05 MI SW FROM VICTORIA.
 AN0985'TO REACH FROM THE CITY HALL AT VICTORIA, PROCEED 2.9 MILES SOUTHWEST
 AN0985'ALONG THE TEXAS AND NEW ORLEANS RAILROAD TO THE INTERSECTION OF U.S.
 AN0985'HIGHWAY NO. 77, THENCE GO 11.5 MILES SOUTH ALONG U.S. HIGHWAY NO. 77
 AN0985'TO A 3X3 FOOT 3 SECTION CONCRETE CULVERT UNDER HIGHWAY AND SITE OF
 AN0985'BENCH MARK.  BENCH MARK IS SET HORIZONALLY IN THE NORTHWEST END OF THE
 AN0985'NORTHEAST HEADWALL.  IT IS 15.6 FEET NORTHEAST OF AND ABOUT 1.0 FOOT
 AN0985'ABOVE THE CENTERLINE OF HIGHWAY.  NOTE-- THIS BENCH MARK IS ALSO 5.9
 AN0985'MILES NORTHWEST OF MCFADDIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0986 ***********************************************************************
 AN0986  DESIGNATION -  B 699 RESET 1954
 AN0986  PID         -  AN0986
 AN0986  STATE/COUNTY-  TX/VICTORIA
 AN0986  USGS QUAD   -  MC FADDIN (1987)
 AN0986
 AN0986                         *CURRENT SURVEY CONTROL
 AN0986  ___________________________________________________________________
 AN0986* NAD 83(1986)-  28 37 09.     (N)    097 02 40.     (W)     SCALED    
 AN0986* NAVD 88     -        25.90   (+/-2cm)      85.0    (feet)  VERTCON   
 AN0986  ___________________________________________________________________
 AN0986  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0986
 AN0986  VERT ORDER  -  THIRD (See Below)
 AN0986
 AN0986.The horizontal coordinates were scaled from a topographic map and have
 AN0986.an estimated accuracy of +/- 6 seconds.
 AN0986
 AN0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0986.The vertical order pertains to the NGVD 29 superseded value.
 AN0986
 AN0986.The geoid height was determined by GEOID03.
 AN0986
 AN0986;                    North         East    Units  Estimated Accuracy
 AN0986;SPC TXSC     - 4,088,690.      791,220.      MT  (+/- 180 meters Scaled)
 AN0986
 AN0986                          SUPERSEDED SURVEY CONTROL
 AN0986
 AN0986  NGVD 29 (01/29/03)   26.03   (m)           85.4    (f) RESET       3  
 AN0986
 AN0986.Superseded values are not recommended for survey control.
 AN0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0986.See file dsdata.txt to determine how the superseded data were derived.
 AN0986
 AN0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS911673(NAD 83)
 AN0986_MARKER: DB = BENCH MARK DISK
 AN0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0986_SP_SET: CULVERT
 AN0986_STAMPING: B 699 RESET 1954
 AN0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0986
 AN0986  HISTORY     - Date     Condition        Report By
 AN0986  HISTORY     - 1954     MONUMENTED       TXHD
 AN0986  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0986
 AN0986                          STATION DESCRIPTION
 AN0986
 AN0986'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AN0986'14.4 MI S FROM VICTORIA.
 AN0986'2.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0986'CITY HALL AT VICTORIA, VICTORIA COUNTY, THENCE 11.5 MILES SOUTH ALONG
 AN0986'U.S. HIGHWAY 77.  5.9 MILES NORTHWEST OF THE MISSOURI PACIFIC RAILROAD
 AN0986'STATION AT MCFADDIN, AT A CONCRETE CULVERT, IN THE TOP OF THE EAST
 AN0986'HEADWALL, 30.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 AN0986'0.3 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 699 RESET
 AN0986'1954.
 AN0986
 AN0986                          STATION RECOVERY (1990)
 AN0986
 AN0986'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0997 ***********************************************************************
 AX0997  DESIGNATION -  B 7
 AX0997  PID         -  AX0997
 AX0997  STATE/COUNTY-  TX/FAYETTE
 AX0997  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0997
 AX0997                         *CURRENT SURVEY CONTROL
 AX0997  ___________________________________________________________________
 AX0997* NAD 83(1986)-  29 54 29.     (N)    096 52 36.     (W)     SCALED    
 AX0997* NAVD 88     -        83.655  (meters)     274.46   (feet)  ADJUSTED  
 AX0997  ___________________________________________________________________
 AX0997  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AX0997  DYNAMIC HT  -          83.540 (meters)     274.08  (feet)  COMP
 AX0997  MODELED GRAV-     979,264.2   (mgal)                       NAVD 88
 AX0997
 AX0997  VERT ORDER  -  FIRST     CLASS I
 AX0997
 AX0997.The horizontal coordinates were scaled from a topographic map and have
 AX0997.an estimated accuracy of +/- 6 seconds.
 AX0997
 AX0997.The orthometric height was determined by differential leveling
 AX0997.and adjusted by the National Geodetic Survey in June 1991..
 AX0997.WARNING-Repeat measurements at this control monument indicate possible
 AX0997.vertical movement.
 AX0997
 AX0997.The geoid height was determined by GEOID03.
 AX0997
 AX0997.The dynamic height is computed by dividing the NAVD 88
 AX0997.geopotential number by the normal gravity value computed on the
 AX0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0997.degrees latitude (g = 980.6199 gals.).
 AX0997
 AX0997.The modeled gravity was interpolated from observed gravity values.
 AX0997
 AX0997;                    North         East    Units  Estimated Accuracy
 AX0997;SPC TXSC     - 4,231,800.      805,030.      MT  (+/- 180 meters Scaled)
 AX0997
 AX0997                          SUPERSEDED SURVEY CONTROL
 AX0997
 AX0997  NGVD 29 (??/??/92)   83.613  (m)          274.32   (f) ADJ UNCH    1 1
 AX0997
 AX0997.Superseded values are not recommended for survey control.
 AX0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0997.See file dsdata.txt to determine how the superseded data were derived.
 AX0997
 AX0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU050104(NAD 83)
 AX0997_MARKER: Z = SEE DESCRIPTION
 AX0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0997_SP_SET: STONE
 AX0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0997+STABILITY: SURFACE MOTION
 AX0997
 AX0997  HISTORY     - Date     Condition        Report By
 AX0997  HISTORY     - UNK      MONUMENTED       CGS
 AX0997  HISTORY     - 1972     GOOD             NGS
 AX0997  HISTORY     - 1978     GOOD             NGS
 AX0997  HISTORY     - 1987     GOOD             USPSQD
 AX0997  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0997  HISTORY     - 19970607 GOOD             USPSQD
 AX0997
 AX0997                          STATION DESCRIPTION
 AX0997
 AX0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0997'IN LA GRANGE.
 AX0997'AT LA GRANGE, ABOUT 0.15 MILE NORTHEAST ALONG THE
 AX0997'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION, IN THE NORTH ANGLE OF
 AX0997'THE INTERSECTION OF NORTH FRANKLIN AND EAST LAFAYETTE STREETS, 106
 AX0997'FEET SOUTH OF THE SOUTH CORNER OF A PORCH ON A 2-STORY HOUSE, 27 1/2
 AX0997'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 11.4 FEET NORTHEAST
 AX0997'OF THE NORTHEAST CURB OF NORTH FRANKLIN STREET, 10 FEET NORTHEAST OF A
 AX0997'FIRE HYDRANT, 8 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT 1 FOOT ABOVE
 AX0997'THE LEVEL OF THE TRACK, AND IS THE BOTTOM OF A 1-INCH SQUARE HOLE CUT
 AX0997'IN THE TOP OF A STONE POST WHICH PROJECT 5 INCHES. THE HOLE IS
 AX0997'SURROUNDED BY THE LETTERS USBM CUT IN THE STONE.
 AX0997
 AX0997                          STATION RECOVERY (1978)
 AX0997
 AX0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0997'RECOVERED IN GOOD CONDITION.
 AX0997
 AX0997                          STATION RECOVERY (1987)
 AX0997
 AX0997'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX0997'RECOVERED IN GOOD CONDITION.
 AX0997
 AX0997                          STATION RECOVERY (1987)
 AX0997
 AX0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0997'NOT RECOVERED.  AN 8-INCH DIAMETER TREE IS NOW AT THE DESCRIBED
 AX0997'POSITION.
 AX0997
 AX0997                          STATION RECOVERY (1997)
 AX0997
 AX0997'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0190 ***********************************************************************
 BO0190  DESIGNATION -  B 700
 BO0190  PID         -  BO0190
 BO0190  STATE/COUNTY-  TX/CROCKETT
 BO0190  USGS QUAD   -  OZONA (1979)
 BO0190
 BO0190                         *CURRENT SURVEY CONTROL
 BO0190  ___________________________________________________________________
 BO0190* NAD 83(1986)-  30 44 18.     (N)    101 11 42.     (W)     SCALED    
 BO0190* NAVD 88     -       722.469  (meters)    2370.30   (feet)  ADJUSTED  
 BO0190  ___________________________________________________________________
 BO0190  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 BO0190  DYNAMIC HT  -         721.407 (meters)    2366.82  (feet)  COMP
 BO0190  MODELED GRAV-     979,148.1   (mgal)                       NAVD 88
 BO0190
 BO0190  VERT ORDER  -  SECOND    CLASS 0
 BO0190
 BO0190.The horizontal coordinates were scaled from a topographic map and have
 BO0190.an estimated accuracy of +/- 6 seconds.
 BO0190
 BO0190.The orthometric height was determined by differential leveling
 BO0190.and adjusted by the National Geodetic Survey in June 1991..
 BO0190
 BO0190.The geoid height was determined by GEOID03.
 BO0190
 BO0190.The dynamic height is computed by dividing the NAVD 88
 BO0190.geopotential number by the normal gravity value computed on the
 BO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0190.degrees latitude (g = 980.6199 gals.).
 BO0190
 BO0190.The modeled gravity was interpolated from observed gravity values.
 BO0190
 BO0190;                    North         East    Units  Estimated Accuracy
 BO0190;SPC TX C     - 3,119,120.      617,490.      MT  (+/- 180 meters Scaled)
 BO0190
 BO0190                          SUPERSEDED SURVEY CONTROL
 BO0190
 BO0190  NGVD 29 (??/??/92)  722.252  (m)         2369.59   (f) ADJ UNCH    2 0
 BO0190
 BO0190.Superseded values are not recommended for survey control.
 BO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0190.See file dsdata.txt to determine how the superseded data were derived.
 BO0190
 BO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV898026(NAD 83)
 BO0190_MARKER: DB = BENCH MARK DISK
 BO0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0190_STAMPING: B 700 1942
 BO0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0190+STABILITY: SURFACE MOTION
 BO0190
 BO0190  HISTORY     - Date     Condition        Report By
 BO0190  HISTORY     - 1942     MONUMENTED       CGS
 BO0190  HISTORY     - 1966     GOOD             NGS
 BO0190
 BO0190                          STATION DESCRIPTION
 BO0190
 BO0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0190'2.0 MI N FROM OZONA.
 BO0190'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE OZONA NATIONAL
 BO0190'BANK AT OZONA, CROCKETT COUNTY, ABOUT 502 FEET SOUTHWEST OF THE SOUTH
 BO0190'END OF A CONCRETE BRIDGE, 50 FEET WEST OF THE CENTER LINE OF THE
 BO0190'HIGHWAY, 50 FEET EAST OF A WIRE FENCE PARALLELING THE HIGHWAY, AND 2
 BO0190'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B
 BO0190'700 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0347 ***********************************************************************
 CB0347  DESIGNATION -  B 701
 CB0347  PID         -  CB0347
 CB0347  STATE/COUNTY-  TX/CROCKETT
 CB0347  USGS QUAD   -  BARNHART SW (1971)
 CB0347
 CB0347                         *CURRENT SURVEY CONTROL
 CB0347  ___________________________________________________________________
 CB0347* NAD 83(1986)-  31 04 15.     (N)    101 10 00.     (W)     SCALED    
 CB0347* NAVD 88     -       814.364  (meters)    2671.79   (feet)  ADJUSTED  
 CB0347  ___________________________________________________________________
 CB0347  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CB0347  DYNAMIC HT  -         813.185 (meters)    2667.92  (feet)  COMP
 CB0347  MODELED GRAV-     979,166.2   (mgal)                       NAVD 88
 CB0347
 CB0347  VERT ORDER  -  SECOND    CLASS 0
 CB0347
 CB0347.The horizontal coordinates were scaled from a topographic map and have
 CB0347.an estimated accuracy of +/- 6 seconds.
 CB0347
 CB0347.The orthometric height was determined by differential leveling
 CB0347.and adjusted by the National Geodetic Survey in June 1991..
 CB0347
 CB0347.The geoid height was determined by GEOID03.
 CB0347
 CB0347.The dynamic height is computed by dividing the NAVD 88
 CB0347.geopotential number by the normal gravity value computed on the
 CB0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0347.degrees latitude (g = 980.6199 gals.).
 CB0347
 CB0347.The modeled gravity was interpolated from observed gravity values.
 CB0347
 CB0347;                    North         East    Units  Estimated Accuracy
 CB0347;SPC TX C     - 3,155,960.      620,480.      MT  (+/- 180 meters Scaled)
 CB0347
 CB0347                          SUPERSEDED SURVEY CONTROL
 CB0347
 CB0347  NGVD 29 (??/??/92)  814.112  (m)         2670.97   (f) ADJ UNCH    2 0
 CB0347
 CB0347.Superseded values are not recommended for survey control.
 CB0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0347.See file dsdata.txt to determine how the superseded data were derived.
 CB0347
 CB0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV932394(NAD 83)
 CB0347_MARKER: DB = BENCH MARK DISK
 CB0347_SETTING: 80 = SET IN A BOULDER
 CB0347_SP_SET: BOULDER
 CB0347_STAMPING: B 701 1942
 CB0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0347+STABILITY: SURFACE MOTION
 CB0347
 CB0347  HISTORY     - Date     Condition        Report By
 CB0347  HISTORY     - 1942     MONUMENTED       CGS
 CB0347  HISTORY     - 1966     GOOD             NGS
 CB0347  HISTORY     - 1981     GOOD             CGS
 CB0347
 CB0347                          STATION DESCRIPTION
 CB0347
 CB0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CB0347'4.0 MI S FROM BARNHART.
 CB0347'IN CROCKETT COUNTY, ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM
 CB0347'THE JUNCTION OF U.S. HIGHWAY 67 AT BARNHART, IRION COUNTY, 57 FEET
 CB0347'WEST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTHEAST OF A
 CB0347'MESQUITE TREE, 6.4 FEET WEST OF ANOTHER MESQUITE TREE, IN TOP OF A
 CB0347'BOULDER SURROUNDED BY A CIRCLE OF ROCKS, AND ABOUT 4 FEET LOWER THAN
 CB0347'THE HIGHWAY.  A STANDARD DISK, STAMPED B 701 1942.  NOTE -- THIS BENCH
 CB0347'IS NOW 6 FEET WEST OF A WIRE FENCE LINE PARALLELING THE HIGHWAY.
 CB0347
 CB0347                          STATION RECOVERY (1981)
 CB0347
 CB0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 CB0347'ADD: 1.0 KM (0.6 MI) SOUTH OF THE CROCKETT-INION COUNTY LINE, 2.0 M
 CB0347'(6.5 FT) W OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0170 ***********************************************************************
 BO0170  FBN         -  This is a Federal Base Network Control Station.
 BO0170  DESIGNATION -  B 703
 BO0170  PID         -  BO0170
 BO0170  STATE/COUNTY-  TX/CROCKETT
 BO0170  USGS QUAD   -  MITCHELL CANYON NE (1979)
 BO0170
 BO0170                         *CURRENT SURVEY CONTROL
 BO0170  ___________________________________________________________________
 BO0170* NAD 83(1993)-  30 41 57.95015(N)    101 16 51.44561(W)     ADJUSTED  
 BO0170* NAVD 88     -       774.220  (meters)    2540.09   (feet)  ADJUSTED  
 BO0170  ___________________________________________________________________
 BO0170  X           -  -1,073,901.019 (meters)                     COMP
 BO0170  Y           -  -5,383,661.188 (meters)                     COMP
 BO0170  Z           -   3,237,668.204 (meters)                     COMP
 BO0170  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BO0170  ELLIP HEIGHT-         750.44  (meters)          (05/01/00) GPS OBS
 BO0170  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 BO0170  DYNAMIC HT  -         773.078 (meters)    2536.34  (feet)  COMP
 BO0170  MODELED GRAV-     979,140.8   (mgal)                       NAVD 88
 BO0170
 BO0170  HORZ ORDER  -  B
 BO0170  VERT ORDER  -  FIRST     CLASS II
 BO0170  ELLP ORDER  -  THIRD     CLASS I
 BO0170
 BO0170.The horizontal coordinates were established by GPS observations
 BO0170.and adjusted by the National Geodetic Survey in May 1994..
 BO0170
 BO0170.The orthometric height was determined by differential leveling
 BO0170.and adjusted by the National Geodetic Survey in June 1991..
 BO0170.WARNING-GPS observations at this control monument resulted in a GPS
 BO0170.derived orthometric height which differed from the leveled height by
 BO0170.more than one decimeter (0.1 meter).
 BO0170
 BO0170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BO0170
 BO0170.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0170
 BO0170.The ellipsoidal height was determined by GPS observations
 BO0170.and is referenced to NAD 83.
 BO0170
 BO0170.The geoid height was determined by GEOID03.
 BO0170
 BO0170.The dynamic height is computed by dividing the NAVD 88
 BO0170.geopotential number by the normal gravity value computed on the
 BO0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0170.degrees latitude (g = 980.6199 gals.).
 BO0170
 BO0170.The modeled gravity was interpolated from observed gravity values.
 BO0170
 BO0170;                    North         East     Units Scale Factor Converg.
 BO0170;SPC TX C     - 3,114,873.826   609,225.854   MT  0.99989555   -0 29 17.1
 BO0170;SPC TX C     -10,219,381.88  1,998,768.49   sFT  0.99989555   -0 29 17.1
 BO0170;UTM  14      - 3,398,512.865   281,538.187   MT  1.00018877   -1 09 53.9
 BO0170
 BO0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0170!SPC TX C     -   0.99988217  x   0.99989555  =   0.99977773
 BO0170!UTM  14      -   0.99988217  x   1.00018877  =   1.00007091
 BO0170
 BO0170                          SUPERSEDED SURVEY CONTROL
 BO0170
 BO0170  ELLIP H (05/09/94)  750.51   (m)                       GP(       ) 4 2
 BO0170  NAD 83(1986)-  30 41 57.95936(N)    101 16 51.43153(W) AD(       ) 2
 BO0170  NAD 27      -  30 41 57.34100(N)    101 16 50.02000(W) AD(       ) 2
 BO0170  NAVD 88 (05/01/00)  774.22   (m)         2540.1    (f) LEVELING    3  
 BO0170  NAVD 88 (05/09/94)  774.22   (m)         2540.1    (f) LEVELING    3  
 BO0170  NGVD 29 (??/??/92)  774.002  (m)         2539.37   (f) ADJ UNCH    1 2
 BO0170
 BO0170.Superseded values are not recommended for survey control.
 BO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0170.See file dsdata.txt to determine how the superseded data were derived.
 BO0170
 BO0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU8153898513(NAD 83)
 BO0170_MARKER: DB = BENCH MARK DISK
 BO0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0170_SP_SET: SQUARE CONCRETE MONUMENT
 BO0170_STAMPING: B 703 1942
 BO0170_MARK LOGO: CGS   
 BO0170_MAGNETIC: N = NO MAGNETIC MATERIAL
 BO0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0170+STABILITY: SURFACE MOTION
 BO0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BO0170+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 BO0170
 BO0170  HISTORY     - Date     Condition        Report By
 BO0170  HISTORY     - 1942     MONUMENTED       CGS
 BO0170  HISTORY     - 1949     GOOD             LOCSUR
 BO0170  HISTORY     - 19930222 GOOD             NGS
 BO0170  HISTORY     - 19980218 GOOD             NGS
 BO0170
 BO0170                          STATION DESCRIPTION
 BO0170
 BO0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0170'5.0 MI W FROM OZONA.
 BO0170'THIS MARK IS ABOUT 5.0 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0170'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, 1.5
 BO0170'FEET NORTH OF THE NORTHEAST CORNER OF THE OZONA AIRPORT OFFICE
 BO0170'BUILDING, 260.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET
 BO0170'WEST OF A WIRE FENCE WHICH RUNS NORTH AND SOUTH, 209.0 FEET SOUTHWEST
 BO0170'OF THE  SOUTHWEST CORNER OF THE AIRPORT HANGER, ABOUT LEVEL WITH THE
 BO0170'HIGHWAY.
 BO0170
 BO0170                          STATION RECOVERY (1949)
 BO0170
 BO0170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949
 BO0170'RECOVERED IN GOOD CONDITION.
 BO0170
 BO0170                          STATION RECOVERY (1993)
 BO0170
 BO0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BO0170'STATION IS LOCATED ABOUT 7 KM (4.35 MI) WEST OF OZONA, 1 KM (0.60 MI)
 BO0170'NORTH OF INTERSTATE HIGHWAY 10, AT THE OLD COMPLETELY ABANDONED OZONA
 BO0170'AIRPORT, AREA NOW OVERGROWN, BUILDINGS REMOVED AND REVERTED TO
 BO0170'NATURE, AND JUST SOUTH OF A ROAD RIGHT-OF-WAY FENCE.  OWNERSHIP--BY
 BO0170'LOCAL RANCHER, ROBERT PHLUGER.
 BO0170'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 10
 BO0170'AND RANCH ROAD 2083 (PANDALE ROAD, EXIT 361), ABOUT 6 KM (3.70 MI)
 BO0170'WEST OF OZONA, GO NORTH ON ROAD 2083 FOR 0.99 KM (0.60 MI) TO A
 BO0170'T-ROAD. TURN LEFT, WEST, ON RANCH ROAD 2398 (OLD HIGHWAY 290) FOR
 BO0170'0.32 KM (0.20 MI) TO A SLAT BOARD GATE ON THE LEFT AND STATION ON THE
 BO0170'LEFT.
 BO0170'MARK IS SET IN THE TOP OF A 20 CM SQUARE CONCRETE POST PROJECTING 5 CM
 BO0170'ABOVE GROUND IN WEEDS.  IT IS 79.7 M (261.5 FT) SOUTH OF AND LEVEL
 BO0170'WITH THE ROAD CENTER, 63.3 M (207.7 FT) SOUTH OF A FIBERGLASS WITNESS
 BO0170'POST IN THE RIGHT-OF-WAY FENCE, 64.2 M (210.6 FT) SOUTH-SOUTHEAST OF
 BO0170'THE EAST GATEPOST TO BOARD GATE, 33.8 M (110.9 FT) SOUTHWEST OF THE
 BO0170'SOUTHWEST CORNER OF A LARGE CONCRETE FOUNDATION, 0.6 M (2.0 FT) NORTH
 BO0170'OF A FIBERGLASS WITNESS POST AND 60.1 M (197.2 FT) SOUTH OF
 BO0170'TRIANGULATION STATION AIR 1944.
 BO0170
 BO0170                          STATION RECOVERY (1998)
 BO0170
 BO0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BO0170'RECOVERED AS DESCRIBED.  BY R.G. HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0503 ***********************************************************************
 CD0503  DESIGNATION -  B 705
 CD0503  PID         -  CD0503
 CD0503  STATE/COUNTY-  TX/HUDSPETH
 CD0503  USGS QUAD   -  PIERCE RANCH (1979)
 CD0503
 CD0503                         *CURRENT SURVEY CONTROL
 CD0503  ___________________________________________________________________
 CD0503* NAD 83(1986)-  31 21 05.     (N)    105 20 51.     (W)     SCALED    
 CD0503* NAVD 88     -      1398.420  (meters)    4587.98   (feet)  ADJUSTED  
 CD0503  ___________________________________________________________________
 CD0503  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0503  DYNAMIC HT  -        1396.230 (meters)    4580.80  (feet)  COMP
 CD0503  MODELED GRAV-     979,024.8   (mgal)                       NAVD 88
 CD0503
 CD0503  VERT ORDER  -  FIRST     CLASS II
 CD0503
 CD0503.The horizontal coordinates were scaled from a topographic map and have
 CD0503.an estimated accuracy of +/- 6 seconds.
 CD0503
 CD0503.The orthometric height was determined by differential leveling
 CD0503.and adjusted by the National Geodetic Survey in June 1991..
 CD0503
 CD0503.The geoid height was determined by GEOID03.
 CD0503
 CD0503.The dynamic height is computed by dividing the NAVD 88
 CD0503.geopotential number by the normal gravity value computed on the
 CD0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0503.degrees latitude (g = 980.6199 gals.).
 CD0503
 CD0503.The modeled gravity was interpolated from observed gravity values.
 CD0503
 CD0503;                    North         East    Units  Estimated Accuracy
 CD0503;SPC TX C     - 3,197,510.      223,100.      MT  (+/- 180 meters Scaled)
 CD0503
 CD0503                          SUPERSEDED SURVEY CONTROL
 CD0503
 CD0503  NGVD 29 (??/??/92) 1397.85   (m)         4586.1    (f) COMPUTED    1 2
 CD0503
 CD0503.Superseded values are not recommended for survey control.
 CD0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0503.See file dsdata.txt to determine how the superseded data were derived.
 CD0503
 CD0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ669685(NAD 83)
 CD0503_MARKER: DB = BENCH MARK DISK
 CD0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0503_STAMPING: B 705 1942
 CD0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0503+STABILITY: SURFACE MOTION
 CD0503
 CD0503  HISTORY     - Date     Condition        Report By
 CD0503  HISTORY     - 1942     MONUMENTED       CGS
 CD0503  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0503
 CD0503                          STATION DESCRIPTION
 CD0503
 CD0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CD0503'13.95 MI NW FROM SIERRA BLANCA.
 CD0503'THIS MARK IS ABOUT 13.95 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM
 CD0503'THE RAILROAD STATION AT SIERRA BLANCA, HUDSPETH COUNTY, 36.0 FEET
 CD0503'NORTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 1.9 FEET SOUTHWEST OF A
 CD0503'WIRE FENCE WHICH RUNS PARALLEL WITH THE ROAD, 96.3 FEET NORTH AND
 CD0503'ACROSS THE ROAD FROM A TELEPHONE POLE, ABOUT 0.5 FOOT HIGHER THAN THE
 CD0503'ROAD, 1.5 FEET SOUTH OF A STANDARD REFERENCE POST.
 CD0503
 CD0503                          STATION RECOVERY (1958)
 CD0503
 CD0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0504 ***********************************************************************
 CD0504  DESIGNATION -  B 705 RESET 1950
 CD0504  PID         -  CD0504
 CD0504  STATE/COUNTY-  TX/HUDSPETH
 CD0504  USGS QUAD   -  PIERCE RANCH (1979)
 CD0504
 CD0504                         *CURRENT SURVEY CONTROL
 CD0504  ___________________________________________________________________
 CD0504* NAD 83(1986)-  31 21 05.     (N)    105 20 51.     (W)     SCALED    
 CD0504* NAVD 88     -      1398.675  (meters)    4588.82   (feet)  ADJUSTED  
 CD0504  ___________________________________________________________________
 CD0504  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0504  DYNAMIC HT  -        1396.485 (meters)    4581.63  (feet)  COMP
 CD0504  MODELED GRAV-     979,024.8   (mgal)                       NAVD 88
 CD0504
 CD0504  VERT ORDER  -  FIRST     CLASS II
 CD0504
 CD0504.The horizontal coordinates were scaled from a topographic map and have
 CD0504.an estimated accuracy of +/- 6 seconds.
 CD0504
 CD0504.The orthometric height was determined by differential leveling
 CD0504.and adjusted by the National Geodetic Survey in June 1991..
 CD0504
 CD0504.The geoid height was determined by GEOID03.
 CD0504
 CD0504.The dynamic height is computed by dividing the NAVD 88
 CD0504.geopotential number by the normal gravity value computed on the
 CD0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0504.degrees latitude (g = 980.6199 gals.).
 CD0504
 CD0504.The modeled gravity was interpolated from observed gravity values.
 CD0504
 CD0504;                    North         East    Units  Estimated Accuracy
 CD0504;SPC TX C     - 3,197,510.      223,100.      MT  (+/- 180 meters Scaled)
 CD0504
 CD0504                          SUPERSEDED SURVEY CONTROL
 CD0504
 CD0504  NGVD 29 (??/??/92) 1398.10   (m)         4586.9    (f) COMPUTED    1 2
 CD0504
 CD0504.Superseded values are not recommended for survey control.
 CD0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0504.See file dsdata.txt to determine how the superseded data were derived.
 CD0504
 CD0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ669685(NAD 83)
 CD0504_MARKER: DB = BENCH MARK DISK
 CD0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0504_STAMPING: B 705 RESET 1950
 CD0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0504+STABILITY: SURFACE MOTION
 CD0504
 CD0504  HISTORY     - Date     Condition        Report By
 CD0504  HISTORY     - 1950     MONUMENTED       CGS
 CD0504  HISTORY     - 1958     GOOD             NGS
 CD0504
 CD0504                          STATION DESCRIPTION
 CD0504
 CD0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0504'13.65 MI N FROM SIERRA BLANCA.
 CD0504'ABOUT 13.65 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0504'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 48 FEET NORTHEAST OF THE
 CD0504'CENTER LINE OF THE ROAD, AT THE SOUTHEAST END OF A CURVE, 3 1/2 FEET
 CD0504'SOUTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A CONCRETE RIGHT OF WAY
 CD0504'MARKER, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CD0504'1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 CD0504'POST PROJECTING 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0454 ***********************************************************************
 CD0454  DESIGNATION -  B 706
 CD0454  PID         -  CD0454
 CD0454  STATE/COUNTY-  TX/HUDSPETH
 CD0454  USGS QUAD   -  HUECO STATION (1984)
 CD0454
 CD0454                         *CURRENT SURVEY CONTROL
 CD0454  ___________________________________________________________________
 CD0454* NAD 83(1986)-  31 42 30.     (N)    105 22 20.     (W)     SCALED    
 CD0454* NAVD 88     -      1271.780  (meters)    4172.50   (feet)  ADJUSTED  
 CD0454  ___________________________________________________________________
 CD0454  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 CD0454  DYNAMIC HT  -        1269.856 (meters)    4166.19  (feet)  COMP
 CD0454  MODELED GRAV-     979,082.7   (mgal)                       NAVD 88
 CD0454
 CD0454  VERT ORDER  -  FIRST     CLASS I
 CD0454
 CD0454.The horizontal coordinates were scaled from a topographic map and have
 CD0454.an estimated accuracy of +/- 6 seconds.
 CD0454
 CD0454.The orthometric height was determined by differential leveling
 CD0454.and adjusted by the National Geodetic Survey in June 1991..
 CD0454
 CD0454.The geoid height was determined by GEOID03.
 CD0454
 CD0454.The dynamic height is computed by dividing the NAVD 88
 CD0454.geopotential number by the normal gravity value computed on the
 CD0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0454.degrees latitude (g = 980.6199 gals.).
 CD0454
 CD0454.The modeled gravity was interpolated from observed gravity values.
 CD0454
 CD0454;                    North         East    Units  Estimated Accuracy
 CD0454;SPC TX C     - 3,237,150.      222,540.      MT  (+/- 180 meters Scaled)
 CD0454
 CD0454                          SUPERSEDED SURVEY CONTROL
 CD0454
 CD0454  NGVD 29 (??/??/92) 1271.227  (m)         4170.68   (f) ADJ UNCH    1 1
 CD0454
 CD0454.Superseded values are not recommended for survey control.
 CD0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0454.See file dsdata.txt to determine how the superseded data were derived.
 CD0454
 CD0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR647081(NAD 83)
 CD0454_MARKER: DB = BENCH MARK DISK
 CD0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0454_STAMPING: B 706 1943
 CD0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0454+STABILITY: SURFACE MOTION
 CD0454
 CD0454  HISTORY     - Date     Condition        Report By
 CD0454  HISTORY     - 1943     MONUMENTED       CGS
 CD0454  HISTORY     - 1958     GOOD             NGS
 CD0454  HISTORY     - 1977     GOOD             NGS
 CD0454
 CD0454                          STATION DESCRIPTION
 CD0454
 CD0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0454'38.9 MI N FROM SIERRA BLANCA.
 CD0454'ABOUT 38.9 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0454'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 108 FEET WEST OF THE CENTER
 CD0454'LINE OF THE ROAD, 31 FEET WEST OF THE CENTER LINE OF THE OLD ROAD,
 CD0454'ABOUT 0.4 MILE SOUTH OF THE HUECO OIL PUMPING STATION, ABOUT 0.1 MILE
 CD0454'NORTH OF THE CREST OF A HILL, 2 FEET EAST OF A FENCE, 2 FEET NORTH OF
 CD0454'A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD,
 CD0454'AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CD0454
 CD0454                          STATION RECOVERY (1977)
 CD0454
 CD0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0454'40.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0454'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 3.75 MILES
 CD0454'SOUTH ALONG RANCH ROAD 1111, AT THE JUNCTION OF RANCH ROAD 2317,
 CD0454'108 FT. WEST OF THE CENTER LINE OF ROAD 1111, 91 FT. SOUTH OF THE
 CD0454'CENTER LINE OF RANCH ROAD 2317, 2.5 FT. NORTH OF A WOODEN WITNESS
 CD0454'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0400 ***********************************************************************
 BP0400  DESIGNATION -  B 707
 BP0400  PID         -  BP0400
 BP0400  STATE/COUNTY-  TX/BREWSTER
 BP0400  USGS QUAD   -  MOUNT ORD (1983)
 BP0400
 BP0400                         *CURRENT SURVEY CONTROL
 BP0400  ___________________________________________________________________
 BP0400* NAD 83(1986)-  30 07 47.     (N)    103 34 43.     (W)     SCALED    
 BP0400* NAVD 88     -      1414.599  (meters)    4641.06   (feet)  ADJUSTED  
 BP0400  ___________________________________________________________________
 BP0400  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 BP0400  DYNAMIC HT  -        1412.258 (meters)    4633.38  (feet)  COMP
 BP0400  MODELED GRAV-     978,937.4   (mgal)                       NAVD 88
 BP0400
 BP0400  VERT ORDER  -  SECOND    CLASS 0
 BP0400
 BP0400.The horizontal coordinates were scaled from a topographic map and have
 BP0400.an estimated accuracy of +/- 6 seconds.
 BP0400
 BP0400.The orthometric height was determined by differential leveling
 BP0400.and adjusted by the National Geodetic Survey in June 1991..
 BP0400
 BP0400.The geoid height was determined by GEOID03.
 BP0400
 BP0400.The dynamic height is computed by dividing the NAVD 88
 BP0400.geopotential number by the normal gravity value computed on the
 BP0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0400.degrees latitude (g = 980.6199 gals.).
 BP0400
 BP0400.The modeled gravity was interpolated from observed gravity values.
 BP0400
 BP0400;                    North         East    Units  Estimated Accuracy
 BP0400;SPC TXSC     - 4,263,140.      158,930.      MT  (+/- 180 meters Scaled)
 BP0400
 BP0400                          SUPERSEDED SURVEY CONTROL
 BP0400
 BP0400  NGVD 29 (??/??/92) 1414.093  (m)         4639.40   (f) ADJ UNCH    2 0
 BP0400
 BP0400.Superseded values are not recommended for survey control.
 BP0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0400.See file dsdata.txt to determine how the superseded data were derived.
 BP0400
 BP0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP369340(NAD 83)
 BP0400_MARKER: DB = BENCH MARK DISK
 BP0400_SETTING: 66 = SET IN ROCK OUTCROP
 BP0400_SP_SET: ROCK OUTCROP
 BP0400_STAMPING: B 707 1943
 BP0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0400+STABILITY: POSITION/ELEVATION WELL
 BP0400
 BP0400  HISTORY     - Date     Condition        Report By
 BP0400  HISTORY     - 1943     MONUMENTED       CGS
 BP0400  HISTORY     - 1958     GOOD             NGS
 BP0400  HISTORY     - 19961008 MARK NOT FOUND   USPSQD
 BP0400
 BP0400                          STATION DESCRIPTION
 BP0400
 BP0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0400'19.4 MI S FROM ALPINE.
 BP0400'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0400'STATION AT ALPINE, THENCE ABOUT 19.0 MILES SOUTH ALONG STATE HIGHWAY
 BP0400'118.  IN THE TOP OF A FLAT ROCK OUTCROP, 126 1/2 FEET WEST OF THE
 BP0400'CENTER LINE OF THE HIGHWAY, ABOUT 0.4 MILE SOUTH OF THE JUNCTION WITH
 BP0400'A TRACK ROAD LEADING WEST TO THE BIRD RANCH, ON THE EAST SLOPE OF A
 BP0400'ROCKY HILL, 62 1/2 FEET WEST OF THE WEST HIGHWAY RIGHT OF WAY FENCE,
 BP0400'56 FEET NORTHEAST OF TWO SMALL CEDAR TREES IN A WASH, AND ABOUT 6 FEET
 BP0400'ABOVE THE LEVEL OF THE HIGHWAY.
 BP0400
 BP0400                          STATION RECOVERY (1996)
 BP0400
 BP0400'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0250 ***********************************************************************
 BA0250  DESIGNATION -  B 709
 BA0250  PID         -  BA0250
 BA0250  STATE/COUNTY-  TX/BREWSTER
 BA0250  USGS QUAD   -  HEN EGG MOUNTAIN (1971)
 BA0250
 BA0250                         *CURRENT SURVEY CONTROL
 BA0250  ___________________________________________________________________
 BA0250* NAD 83(1986)-  29 27 51.     (N)    103 33 09.     (W)     SCALED    
 BA0250* NAVD 88     -       984.289  (meters)    3229.29   (feet)  ADJUSTED  
 BA0250  ___________________________________________________________________
 BA0250  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BA0250  DYNAMIC HT  -         982.684 (meters)    3224.02  (feet)  COMP
 BA0250  MODELED GRAV-     978,978.4   (mgal)                       NAVD 88
 BA0250
 BA0250  VERT ORDER  -  SECOND    CLASS 0
 BA0250
 BA0250.The horizontal coordinates were scaled from a topographic map and have
 BA0250.an estimated accuracy of +/- 6 seconds.
 BA0250
 BA0250.The orthometric height was determined by differential leveling
 BA0250.and adjusted by the National Geodetic Survey in June 1991..
 BA0250
 BA0250.The geoid height was determined by GEOID03.
 BA0250
 BA0250.The dynamic height is computed by dividing the NAVD 88
 BA0250.geopotential number by the normal gravity value computed on the
 BA0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0250.degrees latitude (g = 980.6199 gals.).
 BA0250
 BA0250.The modeled gravity was interpolated from observed gravity values.
 BA0250
 BA0250;                    North         East    Units  Estimated Accuracy
 BA0250;SPC TXSC     - 4,189,330.      158,580.      MT  (+/- 180 meters Scaled)
 BA0250
 BA0250                          SUPERSEDED SURVEY CONTROL
 BA0250
 BA0250  NGVD 29 (??/??/92)  983.828  (m)         3227.78   (f) ADJ UNCH    2 0
 BA0250
 BA0250.Superseded values are not recommended for survey control.
 BA0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0250.See file dsdata.txt to determine how the superseded data were derived.
 BA0250
 BA0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN403602(NAD 83)
 BA0250_MARKER: DB = BENCH MARK DISK
 BA0250_SETTING: 66 = SET IN ROCK OUTCROP
 BA0250_SP_SET: ROCK OUTCROP
 BA0250_STAMPING: B 709 1943
 BA0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0250+STABILITY: POSITION/ELEVATION WELL
 BA0250
 BA0250  HISTORY     - Date     Condition        Report By
 BA0250  HISTORY     - 1943     MONUMENTED       CGS
 BA0250  HISTORY     - 1958     GOOD             NGS
 BA0250  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0250
 BA0250                          STATION DESCRIPTION
 BA0250
 BA0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0250'13.2 MI NE FROM TERLINGUA.
 BA0250'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0250'TERLINGUA, THENCE ABOUT 12.2 MILES NORTHEAST ALONG A GRADED DIRT ROAD.
 BA0250'IN THE TOP OF A LARGE ROCK OUTCROP PROJECTING ABOUT 3 FEET, 274 FEET
 BA0250'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 15 FEET SOUTH OF A LARGE
 BA0250'BOULDER, 58 FEET NORTH OF A FENCE, AND SURROUNDED BY A CIRCLE OF LOOSE
 BA0250'ROCKS.
 BA0250
 BA0250                          STATION RECOVERY (2001)
 BA0250
 BA0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0250'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0380 ***********************************************************************
 DP0380  DESIGNATION -  B 71
 DP0380  PID         -  DP0380
 DP0380  STATE/COUNTY-  TX/LUBBOCK
 DP0380  USGS QUAD   -  SHALLOWATER (1975)
 DP0380
 DP0380                         *CURRENT SURVEY CONTROL
 DP0380  ___________________________________________________________________
 DP0380* NAD 83(1986)-  33 37 57.     (N)    101 55 14.     (W)     SCALED    
 DP0380* NAVD 88     -       988.514  (meters)    3243.15   (feet)  ADJUSTED  
 DP0380  ___________________________________________________________________
 DP0380  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 DP0380  DYNAMIC HT  -         987.231 (meters)    3238.94  (feet)  COMP
 DP0380  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 DP0380
 DP0380  VERT ORDER  -  FIRST     CLASS II
 DP0380
 DP0380.The horizontal coordinates were scaled from a topographic map and have
 DP0380.an estimated accuracy of +/- 6 seconds.
 DP0380
 DP0380.The orthometric height was determined by differential leveling
 DP0380.and adjusted by the National Geodetic Survey in June 1991..
 DP0380
 DP0380.The geoid height was determined by GEOID03.
 DP0380
 DP0380.The dynamic height is computed by dividing the NAVD 88
 DP0380.geopotential number by the normal gravity value computed on the
 DP0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0380.degrees latitude (g = 980.6199 gals.).
 DP0380
 DP0380.The modeled gravity was interpolated from observed gravity values.
 DP0380
 DP0380;                    North         East    Units  Estimated Accuracy
 DP0380;SPC TXNC     - 2,223,160.      282,720.      MT  (+/- 180 meters Scaled)
 DP0380
 DP0380                          SUPERSEDED SURVEY CONTROL
 DP0380
 DP0380  NGVD 29 (??/??/92)  988.101  (m)         3241.79   (f) ADJ UNCH    1 2
 DP0380
 DP0380.Superseded values are not recommended for survey control.
 DP0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0380.See file dsdata.txt to determine how the superseded data were derived.
 DP0380
 DP0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC290252(NAD 83)
 DP0380_MARKER: DB = BENCH MARK DISK
 DP0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0380_SP_SET: PIER
 DP0380_STAMPING: 3241.795 B 71 1930
 DP0380_MARK LOGO: CGS   
 DP0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0380
 DP0380  HISTORY     - Date     Condition        Report By
 DP0380  HISTORY     - 1930     MONUMENTED       CGS
 DP0380  HISTORY     - 1934     GOOD             NGS
 DP0380  HISTORY     - 1982     GOOD             NGS
 DP0380
 DP0380                          STATION DESCRIPTION
 DP0380
 DP0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0380'0.25 MI SE FROM BROADVIEW.
 DP0380'1/4 MILE SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0380'BROADVIEW, LUBBOCK COUNTY, AT BRIDGE 84A, IN THE SOUTHEAST PIER, AND
 DP0380'ON THE SOUTHWEST SIDE OF THE TRACK.
 DP0380
 DP0380                          STATION RECOVERY (1982)
 DP0380
 DP0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0380'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  9.2 KM (5.7 MI)
 DP0380'NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 DP0380'LUBBOCK, 0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST 84, IN TOP OF THE
 DP0380'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A RAILROAD TRESTLE
 DP0380'AND 2.1 METERS (6.9 FT) SOUTHWEST OF THE NEAR RAIL.
 DP0380'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0335 ***********************************************************************
 CB0335  DESIGNATION -  B 711
 CB0335  PID         -  CB0335
 CB0335  STATE/COUNTY-  TX/GLASSCOCK
 CB0335  USGS QUAD   -  GARDEN CITY (1963)
 CB0335
 CB0335                         *CURRENT SURVEY CONTROL
 CB0335  ___________________________________________________________________
 CB0335* NAD 83(1986)-  31 51 48.     (N)    101 27 49.     (W)     SCALED    
 CB0335* NAVD 88     -       816.186  (meters)    2677.77   (feet)  ADJUSTED  
 CB0335  ___________________________________________________________________
 CB0335  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CB0335  DYNAMIC HT  -         815.055 (meters)    2674.06  (feet)  COMP
 CB0335  MODELED GRAV-     979,226.6   (mgal)                       NAVD 88
 CB0335
 CB0335  VERT ORDER  -  SECOND    CLASS 0
 CB0335
 CB0335.The horizontal coordinates were scaled from a topographic map and have
 CB0335.an estimated accuracy of +/- 6 seconds.
 CB0335
 CB0335.The orthometric height was determined by differential leveling
 CB0335.and adjusted by the National Geodetic Survey in June 1991..
 CB0335
 CB0335.The geoid height was determined by GEOID03.
 CB0335
 CB0335.The dynamic height is computed by dividing the NAVD 88
 CB0335.geopotential number by the normal gravity value computed on the
 CB0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0335.degrees latitude (g = 980.6199 gals.).
 CB0335
 CB0335.The modeled gravity was interpolated from observed gravity values.
 CB0335
 CB0335;                    North         East    Units  Estimated Accuracy
 CB0335;SPC TX C     - 3,244,070.      593,040.      MT  (+/- 180 meters Scaled)
 CB0335
 CB0335                          SUPERSEDED SURVEY CONTROL
 CB0335
 CB0335  NGVD 29 (??/??/92)  815.909  (m)         2676.86   (f) ADJ UNCH    2 0
 CB0335
 CB0335.Superseded values are not recommended for survey control.
 CB0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0335.See file dsdata.txt to determine how the superseded data were derived.
 CB0335
 CB0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA669279(NAD 83)
 CB0335_MARKER: DB = BENCH MARK DISK
 CB0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0335_STAMPING: B 711 1942
 CB0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0335+STABILITY: SURFACE MOTION
 CB0335
 CB0335  HISTORY     - Date     Condition        Report By
 CB0335  HISTORY     - 1942     MONUMENTED       CGS
 CB0335  HISTORY     - 1962     MARK NOT FOUND   USGS
 CB0335  HISTORY     - 1973     MARK NOT FOUND   TXHD
 CB0335
 CB0335                          STATION DESCRIPTION
 CB0335
 CB0335'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0335'1.0 MI E FROM GARDEN CITY.
 CB0335'1.0 MILE EAST ALONG THE STERLING CITY HIGHWAY FROM THE COURTHOUSE AT
 CB0335'GARDEN CITY, GLASSCOCK COUNTY, 0.4 MILE SOUTHEAST OF A DRAW,0.3 MILE
 CB0335'NORTHWEST OF THE CREST OF A HILL, 61 FEET NORTHEAST OF THE CENTERLINE
 CB0335'OF THE HIGHWAY, 2.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 CB0335'LEVEL WITH THE HIGHWAY.  AND SET IN THE TOP OF A CONCRETE POST
 CB0335'PROJECTING 3 INCHES ABOVE GROUND.
 CB0335
 CB0335                          STATION RECOVERY (1973)
 CB0335
 CB0335'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0468 ***********************************************************************
 CB0468  DESIGNATION -  B 712 RESET 1960
 CB0468  PID         -  CB0468
 CB0468  STATE/COUNTY-  TX/MIDLAND
 CB0468  USGS QUAD   -  STEPHENSON LAKE (1974)
 CB0468
 CB0468                         *CURRENT SURVEY CONTROL
 CB0468  ___________________________________________________________________
 CB0468* NAD 83(1986)-  31 56 20.     (N)    101 53 01.     (W)     SCALED    
 CB0468* NAVD 88     -       820.15   (meters)    2690.8    (feet)  RESET     
 CB0468  ___________________________________________________________________
 CB0468  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 CB0468
 CB0468  VERT ORDER  -  THIRD
 CB0468
 CB0468.The horizontal coordinates were scaled from a topographic map and have
 CB0468.an estimated accuracy of +/- 6 seconds.
 CB0468
 CB0468.The orthometric height was computed from unverified reset data.
 CB0468
 CB0468.The geoid height was determined by GEOID03.
 CB0468
 CB0468;                    North         East    Units  Estimated Accuracy
 CB0468;SPC TX C     - 3,252,920.      553,420.      MT  (+/- 180 meters Scaled)
 CB0468
 CB0468                          SUPERSEDED SURVEY CONTROL
 CB0468
 CB0468  NGVD 29 (??/??/??)  819.81   (m)         2689.7    (f) RESET       3  
 CB0468
 CB0468.Superseded values are not recommended for survey control.
 CB0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0468.See file dsdata.txt to determine how the superseded data were derived.
 CB0468
 CB0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA273372(NAD 83)
 CB0468_MARKER: DB = BENCH MARK DISK
 CB0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0468_STAMPING: B 712 RESET 1960
 CB0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0468+STABILITY: SURFACE MOTION
 CB0468
 CB0468  HISTORY     - Date     Condition        Report By
 CB0468  HISTORY     - 1960     MONUMENTED       CGS
 CB0468
 CB0468                          STATION DESCRIPTION
 CB0468
 CB0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CB0468'12.4 MI SE FROM MIDLAND.
 CB0468'12.4 MILES SOUTHEAST FROM THE T. AND P.R.R. DEPOT IN MIDLAND, ALONG
 CB0468'STATE HIGHWAY NO. 158, AT A Y JUNCTION OF A GRADED ROAD LEADING EAST
 CB0468'AND THE HIGHWAY LEADING SOUTHEAST. THE MARK IS ACROSS THE HIGHWAY
 CB0468'SOUTHWEST FROM THE ROAD JUNCTION, IN THE SOUTH RIGHT-OF-WAY LINE OF
 CB0468'THE HIGHWAY, ABOUT 20 YARDS NORTHWEST OF A CATTLE-GUARD AND A ROAD
 CB0468'LEADING SOUTH AND 1 FOOT WEST OF HIGHWAY SURVEY STATION 650 + 00.  A
 CB0468'STANDARD DISK STAMPED B 712 RESET 1960 IN A CONCRETE POST WHICH
 CB0468'PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0371 ***********************************************************************
 CB0371  DESIGNATION -  B 713
 CB0371  PID         -  CB0371
 CB0371  STATE/COUNTY-  TX/REAGAN
 CB0371  USGS QUAD   -  BIG LAKE (1971)
 CB0371
 CB0371                         *CURRENT SURVEY CONTROL
 CB0371  ___________________________________________________________________
 CB0371* NAD 83(1986)-  31 13 04.     (N)    101 28 01.     (W)     SCALED    
 CB0371* NAVD 88     -       814.600  (meters)    2672.57   (feet)  ADJUSTED  
 CB0371  ___________________________________________________________________
 CB0371  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CB0371  DYNAMIC HT  -         813.415 (meters)    2668.68  (feet)  COMP
 CB0371  MODELED GRAV-     979,158.7   (mgal)                       NAVD 88
 CB0371
 CB0371  VERT ORDER  -  FIRST     CLASS II
 CB0371
 CB0371.The horizontal coordinates were scaled from a topographic map and have
 CB0371.an estimated accuracy of +/- 6 seconds.
 CB0371
 CB0371.The orthometric height was determined by differential leveling
 CB0371.and adjusted by the National Geodetic Survey in June 1991..
 CB0371
 CB0371.The geoid height was determined by GEOID03.
 CB0371
 CB0371.The dynamic height is computed by dividing the NAVD 88
 CB0371.geopotential number by the normal gravity value computed on the
 CB0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0371.degrees latitude (g = 980.6199 gals.).
 CB0371
 CB0371.The modeled gravity was interpolated from observed gravity values.
 CB0371
 CB0371;                    North         East    Units  Estimated Accuracy
 CB0371;SPC TX C     - 3,172,500.      592,000.      MT  (+/- 180 meters Scaled)
 CB0371
 CB0371                          SUPERSEDED SURVEY CONTROL
 CB0371
 CB0371  NGVD 29 (??/??/92)  814.250  (m)         2671.42   (f) ADJ UNCH    1 2
 CB0371
 CB0371.Superseded values are not recommended for survey control.
 CB0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0371.See file dsdata.txt to determine how the superseded data were derived.
 CB0371
 CB0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV649563(NAD 83)
 CB0371_MARKER: DB = BENCH MARK DISK
 CB0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0371_STAMPING: B 713 1942
 CB0371_MARK LOGO: CGS   
 CB0371_PROJECTION: PROJECTING 5 CENTIMETERS
 CB0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0371+STABILITY: SURFACE MOTION
 CB0371
 CB0371  HISTORY     - Date     Condition        Report By
 CB0371  HISTORY     - 1942     MONUMENTED       CGS
 CB0371  HISTORY     - 1981     GOOD             NGS
 CB0371
 CB0371                          STATION DESCRIPTION
 CB0371
 CB0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0371'2.3 MI N FROM BIG LAKE.
 CB0371'2.3 MILES NORTH ALONG RANCH-TO-MARKET HIGHWAY 33 FROM THE PANHANDLE
 CB0371'AND SANTA FE RAILROAD STATION AT BIG LAKE, REAGAN COUNTY, AT THE NORTH
 CB0371'END OF A FLAT GRADE THROUGH A DRAW, 0.1 MILE NORTH OF A LARGE MESQUITE
 CB0371'TREE ON EAST SIDE OF THE RIGHT-OF-WAY, 151 FEET NORTH OF A T-FENCE
 CB0371'CORNER, 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1-1/2 FEET
 CB0371'NORTH OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 CB0371'POST PROJECTING 8 INCHES ABOVE GROUND.
 CB0371
 CB0371                          STATION RECOVERY (1981)
 CB0371
 CB0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0371'2.9 KM (1.8 MI) NORTHERLY ALONG STATE HIGHWAY 137 FROM ITS JUNCTION
 CB0371'WITH U. S. HIGHWAY 67 IN BIG LAKE, 0.2 KM (0.1 MI) NORTH OF A TRACK
 CB0371'ROAD LEADING WEST, 15.0 METERS (49.2 FT) EAST OF THE CENTERLINE OF THE
 CB0371'HIGHWAY AND 0.3 METER (1.0 FT) WEST OF A FENCE.
 CB0371'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CB0371'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0439 ***********************************************************************
 CB0439  DESIGNATION -  B 714
 CB0439  PID         -  CB0439
 CB0439  STATE/COUNTY-  TX/REAGAN
 CB0439  USGS QUAD   -  STILES (1970)
 CB0439
 CB0439                         *CURRENT SURVEY CONTROL
 CB0439  ___________________________________________________________________
 CB0439* NAD 83(1986)-  31 29 32.     (N)    101 31 50.     (W)     SCALED    
 CB0439* NAVD 88     -       813.564  (meters)    2669.17   (feet)  ADJUSTED  
 CB0439  ___________________________________________________________________
 CB0439  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0439  DYNAMIC HT  -         812.415 (meters)    2665.40  (feet)  COMP
 CB0439  MODELED GRAV-     979,200.5   (mgal)                       NAVD 88
 CB0439
 CB0439  VERT ORDER  -  SECOND    CLASS 0
 CB0439
 CB0439.The horizontal coordinates were scaled from a topographic map and have
 CB0439.an estimated accuracy of +/- 6 seconds.
 CB0439
 CB0439.The orthometric height was determined by differential leveling
 CB0439.and adjusted by the National Geodetic Survey in June 1991..
 CB0439
 CB0439.The geoid height was determined by GEOID03.
 CB0439
 CB0439.The dynamic height is computed by dividing the NAVD 88
 CB0439.geopotential number by the normal gravity value computed on the
 CB0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0439.degrees latitude (g = 980.6199 gals.).
 CB0439
 CB0439.The modeled gravity was interpolated from observed gravity values.
 CB0439
 CB0439;                    North         East    Units  Estimated Accuracy
 CB0439;SPC TX C     - 3,202,990.      586,260.      MT  (+/- 180 meters Scaled)
 CB0439
 CB0439                          SUPERSEDED SURVEY CONTROL
 CB0439
 CB0439  NGVD 29 (??/??/92)  813.257  (m)         2668.16   (f) ADJ UNCH    2 0
 CB0439
 CB0439.Superseded values are not recommended for survey control.
 CB0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0439.See file dsdata.txt to determine how the superseded data were derived.
 CB0439
 CB0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV596869(NAD 83)
 CB0439_MARKER: DB = BENCH MARK DISK
 CB0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0439_STAMPING: B 714 1942
 CB0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0439+STABILITY: SURFACE MOTION
 CB0439
 CB0439  HISTORY     - Date     Condition        Report By
 CB0439  HISTORY     - 1942     MONUMENTED       CGS
 CB0439  HISTORY     - 1970     GOOD             USGS
 CB0439
 CB0439                          STATION DESCRIPTION
 CB0439
 CB0439'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0439'21 MI NNW FROM BIG LAKE.
 CB0439'12.1 MILES NORTH ALONG STATE HWY, 137 FROM BIG LAKE, REAGAN CO.,
 CB0439'THENCE 8.4 MI NORTH ALONG RANCH RD. 33 THENCE 4.0 MILES NORTHWEST AND
 CB0439'WEST ALONG CO., RD. 163 FEET EAST NORTH-EAST OF T ROAD.  NORTH, 80
 CB0439'FEET NORTH OF POWERPOLE AT T NORTH IN POWERLINE, 64 1/2 FEET SOUTH OF
 CB0439'POWERPOLE, 32 1/2 FEET NORTH OF ROAD, IN FIELD.  A STND. DISK SET IN
 CB0439'THE TOP OF A CONCRETE POST, PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0258 ***********************************************************************
 CD0258  DESIGNATION -  B 715
 CD0258  PID         -  CD0258
 CD0258  STATE/COUNTY-  TX/CULBERSON
 CD0258  USGS QUAD   -  FIGURE TWO RANCH (1973)
 CD0258
 CD0258                         *CURRENT SURVEY CONTROL
 CD0258  ___________________________________________________________________
 CD0258* NAD 83(1986)-  31 27 43.     (N)    104 45 13.     (W)     SCALED    
 CD0258* NAVD 88     -      1139.776  (meters)    3739.42   (feet)  ADJUSTED  
 CD0258  ___________________________________________________________________
 CD0258  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CD0258  DYNAMIC HT  -        1138.038 (meters)    3733.71  (feet)  COMP
 CD0258  MODELED GRAV-     979,076.2   (mgal)                       NAVD 88
 CD0258
 CD0258  VERT ORDER  -  SECOND    CLASS 0
 CD0258
 CD0258.The horizontal coordinates were scaled from a topographic map and have
 CD0258.an estimated accuracy of +/- 6 seconds.
 CD0258
 CD0258.The orthometric height was determined by differential leveling
 CD0258.and adjusted by the National Geodetic Survey in June 1991..
 CD0258
 CD0258.The geoid height was determined by GEOID03.
 CD0258
 CD0258.The dynamic height is computed by dividing the NAVD 88
 CD0258.geopotential number by the normal gravity value computed on the
 CD0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0258.degrees latitude (g = 980.6199 gals.).
 CD0258
 CD0258.The modeled gravity was interpolated from observed gravity values.
 CD0258
 CD0258;                    North         East    Units  Estimated Accuracy
 CD0258;SPC TX C     - 3,207,360.      280,040.      MT  (+/- 180 meters Scaled)
 CD0258
 CD0258                          SUPERSEDED SURVEY CONTROL
 CD0258
 CD0258  NGVD 29 (??/??/92) 1139.295  (m)         3737.84   (f) ADJ UNCH    2 0
 CD0258
 CD0258.Superseded values are not recommended for survey control.
 CD0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0258.See file dsdata.txt to determine how the superseded data were derived.
 CD0258
 CD0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ234808(NAD 83)
 CD0258_MARKER: DB = BENCH MARK DISK
 CD0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0258_STAMPING: B 715 1942
 CD0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0258+STABILITY: SURFACE MOTION
 CD0258
 CD0258  HISTORY     - Date     Condition        Report By
 CD0258  HISTORY     - 1942     MONUMENTED       CGS
 CD0258  HISTORY     - 1958     GOOD             NGS
 CD0258
 CD0258                          STATION DESCRIPTION
 CD0258
 CD0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0258'36.7 MI N FROM VAN HORN.
 CD0258'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0258'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0258'HIGHWAY 54, THENCE ABOUT 5.3 MILES EAST ALONG A DIRT ROAD.  75 FEET
 CD0258'SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.5 MILE EAST OF A STEEL
 CD0258'WINDMILL, ABOUT 0.15 MILE EAST OF AN OFFSET IN THE ROAD, 125 FEET
 CD0258'SOUTHWEST OF THE WEST END OF AN S-CURVE, 21 FEET SOUTH OF THE CENTER
 CD0258'LINE OF AN OLD ABANDONED ROAD, 2 FEET NORTHWEST OF A WHITE WOODEN
 CD0258'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 CD0258'OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0157 ***********************************************************************
 CD0157  DESIGNATION -  B 716
 CD0157  PID         -  CD0157
 CD0157  STATE/COUNTY-  TX/CULBERSON
 CD0157  USGS QUAD   -  DOME HILL (1973)
 CD0157
 CD0157                         *CURRENT SURVEY CONTROL
 CD0157  ___________________________________________________________________
 CD0157* NAD 83(1986)-  31 21 03.     (N)    104 28 19.     (W)     SCALED    
 CD0157* NAVD 88     -      1373.871  (meters)    4507.44   (feet)  ADJUSTED  
 CD0157  ___________________________________________________________________
 CD0157  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CD0157  DYNAMIC HT  -        1371.745 (meters)    4500.47  (feet)  COMP
 CD0157  MODELED GRAV-     979,044.1   (mgal)                       NAVD 88
 CD0157
 CD0157  VERT ORDER  -  SECOND    CLASS 0
 CD0157
 CD0157.The horizontal coordinates were scaled from a topographic map and have
 CD0157.an estimated accuracy of +/- 6 seconds.
 CD0157
 CD0157.The orthometric height was determined by differential leveling
 CD0157.and adjusted by the National Geodetic Survey in June 1991..
 CD0157
 CD0157.The geoid height was determined by GEOID03.
 CD0157
 CD0157.The dynamic height is computed by dividing the NAVD 88
 CD0157.geopotential number by the normal gravity value computed on the
 CD0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0157.degrees latitude (g = 980.6199 gals.).
 CD0157
 CD0157.The modeled gravity was interpolated from observed gravity values.
 CD0157
 CD0157;                    North         East    Units  Estimated Accuracy
 CD0157;SPC TX C     - 3,194,020.      306,330.      MT  (+/- 180 meters Scaled)
 CD0157
 CD0157                          SUPERSEDED SURVEY CONTROL
 CD0157
 CD0157  NGVD 29 (??/??/92) 1373.353  (m)         4505.74   (f) ADJ UNCH    2 0
 CD0157
 CD0157.Superseded values are not recommended for survey control.
 CD0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0157.See file dsdata.txt to determine how the superseded data were derived.
 CD0157
 CD0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ502686(NAD 83)
 CD0157_MARKER: DB = BENCH MARK DISK
 CD0157_SETTING: 66 = SET IN ROCK OUTCROP
 CD0157_SP_SET: OUTCROP
 CD0157_STAMPING: B-716 1942
 CD0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0157+STABILITY: POSITION/ELEVATION WELL
 CD0157
 CD0157  HISTORY     - Date     Condition        Report By
 CD0157  HISTORY     - 1942     MONUMENTED       CGS
 CD0157  HISTORY     - 1973     GOOD             USGS
 CD0157
 CD0157                          STATION DESCRIPTION
 CD0157
 CD0157'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0157'37.3 MI E FROM VAN HORN.
 CD0157'VAN HORN, AT JUNCTION OF STATE HWY. 54 AND FARM ROAD 2185, THENCE
 CD0157'GENERALLY EAST ALONG FARM ROAD 2185 FOR 37.3 MILES TO A ROAD JCT.
 CD0157'SOUTHWEST TO THE JONES RANCH, THENCE SOUTHWEST ALONG RD. FOR 340 FT.,
 CD0157'50 FT. EAST OF THE CENTER OF ROAD.  IN THE TOP OF THE SOUTH WEST EDGE
 CD0157'OF A ROCK OUTCROP.  STANDARD TABLET STAMPED B 716 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0373 ***********************************************************************
 CD0373  DESIGNATION -  B 717
 CD0373  PID         -  CD0373
 CD0373  STATE/COUNTY-  TX/CULBERSON
 CD0373  USGS QUAD   -  EMORY CORRAL (1973)
 CD0373
 CD0373                         *CURRENT SURVEY CONTROL
 CD0373  ___________________________________________________________________
 CD0373* NAD 83(1986)-  31 36 45.     (N)    104 35 44.     (W)     SCALED    
 CD0373* NAVD 88     -      1473.475  (meters)    4834.23   (feet)  ADJUSTED  
 CD0373  ___________________________________________________________________
 CD0373  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CD0373  DYNAMIC HT  -        1471.148 (meters)    4826.59  (feet)  COMP
 CD0373  MODELED GRAV-     979,008.4   (mgal)                       NAVD 88
 CD0373
 CD0373  VERT ORDER  -  SECOND    CLASS 0
 CD0373
 CD0373.The horizontal coordinates were scaled from a topographic map and have
 CD0373.an estimated accuracy of +/- 6 seconds.
 CD0373
 CD0373.The orthometric height was determined by differential leveling
 CD0373.and adjusted by the National Geodetic Survey in June 1991..
 CD0373
 CD0373.The geoid height was determined by GEOID03.
 CD0373
 CD0373.The dynamic height is computed by dividing the NAVD 88
 CD0373.geopotential number by the normal gravity value computed on the
 CD0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0373.degrees latitude (g = 980.6199 gals.).
 CD0373
 CD0373.The modeled gravity was interpolated from observed gravity values.
 CD0373
 CD0373;                    North         East    Units  Estimated Accuracy
 CD0373;SPC TX C     - 3,223,460.      295,690.      MT  (+/- 180 meters Scaled)
 CD0373
 CD0373                          SUPERSEDED SURVEY CONTROL
 CD0373
 CD0373  NGVD 29 (??/??/92) 1472.898  (m)         4832.33   (f) ADJ UNCH    2 0
 CD0373
 CD0373.Superseded values are not recommended for survey control.
 CD0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0373.See file dsdata.txt to determine how the superseded data were derived.
 CD0373
 CD0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ383975(NAD 83)
 CD0373_MARKER: DB = BENCH MARK DISK
 CD0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0373_STAMPING: B 717 1942
 CD0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0373+STABILITY: SURFACE MOTION
 CD0373
 CD0373  HISTORY     - Date     Condition        Report By
 CD0373  HISTORY     - 1942     MONUMENTED       CGS
 CD0373  HISTORY     - 1958     GOOD             NGS
 CD0373
 CD0373                          STATION DESCRIPTION
 CD0373
 CD0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0373'52.8 MI SE FROM PINE SPRINGS.
 CD0373'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0373'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0373'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 23.7 MILES SOUTH ALONG
 CD0373'A GRADED DIRT ROAD.  33 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CD0373'ABOUT 133 YARDS NORTHWEST OF THE CREST OF A HILL, 2 FEET NORTH OF A
 CD0373'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 CD0373'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0007 ***********************************************************************
 CD0007  DESIGNATION -  B 718
 CD0007  PID         -  CD0007
 CD0007  STATE/COUNTY-  TX/CULBERSON
 CD0007  USGS QUAD   -  ALLIGATOR DRAW (1973)
 CD0007
 CD0007                         *CURRENT SURVEY CONTROL
 CD0007  ___________________________________________________________________
 CD0007* NAD 83(1986)-  31 53 17.     (N)    104 29 34.     (W)     SCALED    
 CD0007* NAVD 88     -      1154.025  (meters)    3786.16   (feet)  ADJUSTED  
 CD0007  ___________________________________________________________________
 CD0007  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CD0007  DYNAMIC HT  -        1152.267 (meters)    3780.40  (feet)  COMP
 CD0007  MODELED GRAV-     979,076.8   (mgal)                       NAVD 88
 CD0007
 CD0007  VERT ORDER  -  SECOND    CLASS 0
 CD0007
 CD0007.The horizontal coordinates were scaled from a topographic map and have
 CD0007.an estimated accuracy of +/- 6 seconds.
 CD0007
 CD0007.The orthometric height was determined by differential leveling
 CD0007.and adjusted by the National Geodetic Survey in June 1991..
 CD0007
 CD0007.The geoid height was determined by GEOID03.
 CD0007
 CD0007.The dynamic height is computed by dividing the NAVD 88
 CD0007.geopotential number by the normal gravity value computed on the
 CD0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0007.degrees latitude (g = 980.6199 gals.).
 CD0007
 CD0007.The modeled gravity was interpolated from observed gravity values.
 CD0007
 CD0007;                    North         East    Units  Estimated Accuracy
 CD0007;SPC TX C     - 3,253,620.      306,580.      MT  (+/- 180 meters Scaled)
 CD0007
 CD0007                          SUPERSEDED SURVEY CONTROL
 CD0007
 CD0007  NGVD 29 (??/??/92) 1153.480  (m)         3784.38   (f) ADJ UNCH    2 0
 CD0007
 CD0007.Superseded values are not recommended for survey control.
 CD0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0007.See file dsdata.txt to determine how the superseded data were derived.
 CD0007
 CD0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER479281(NAD 83)
 CD0007_MARKER: DB = BENCH MARK DISK
 CD0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0007_STAMPING: B 718 1942
 CD0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0007+STABILITY: SURFACE MOTION
 CD0007
 CD0007  HISTORY     - Date     Condition        Report By
 CD0007  HISTORY     - 1942     MONUMENTED       CGS
 CD0007  HISTORY     - 1958     GOOD             NGS
 CD0007
 CD0007                          STATION DESCRIPTION
 CD0007
 CD0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0007'27.3 MI SE FROM PINE SPRINGS.
 CD0007'ABOUT 18.8 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0007'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 8.5 MILES
 CD0007'SOUTH ALONG RANCH ROAD 1108.  48 FEET WEST OF THE CENTER LINE OF THE
 CD0007'ROAD, ABOUT 0.85 MILE SOUTH OF A PIPE LINE ROAD AND A TELEPHONE LINE,
 CD0007'ABOUT 1.8 MILES NORTH OF THE 9 K RANCH HEADQUARTERS, AT A TEE FENCE
 CD0007'CORNER, 2 FEET EAST OF THE FENCE, 2 FEET SOUTH OF A WHITE WOODEN
 CD0007'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 CD0007'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0174 ***********************************************************************
 BB0174  DESIGNATION -  B 719
 BB0174  PID         -  BB0174
 BB0174  STATE/COUNTY-  TX/PRESIDIO
 BB0174  USGS QUAD   -  CERRO REDONDO (1983)
 BB0174
 BB0174                         *CURRENT SURVEY CONTROL
 BB0174  ___________________________________________________________________
 BB0174* NAD 83(1986)-  29 37 21.     (N)    104 11 25.     (W)     SCALED    
 BB0174* NAVD 88     -       967.485  (meters)    3174.16   (feet)  ADJUSTED  
 BB0174  ___________________________________________________________________
 BB0174  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 BB0174  DYNAMIC HT  -         965.917 (meters)    3169.01  (feet)  COMP
 BB0174  MODELED GRAV-     978,989.9   (mgal)                       NAVD 88
 BB0174
 BB0174  VERT ORDER  -  SECOND    CLASS 0
 BB0174
 BB0174.The horizontal coordinates were scaled from a topographic map and have
 BB0174.an estimated accuracy of +/- 6 seconds.
 BB0174
 BB0174.The orthometric height was determined by differential leveling
 BB0174.and adjusted by the National Geodetic Survey in June 1991..
 BB0174
 BB0174.The geoid height was determined by GEOID03.
 BB0174
 BB0174.The dynamic height is computed by dividing the NAVD 88
 BB0174.geopotential number by the normal gravity value computed on the
 BB0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0174.degrees latitude (g = 980.6199 gals.).
 BB0174
 BB0174.The modeled gravity was interpolated from observed gravity values.
 BB0174
 BB0174;                    North         East    Units  Estimated Accuracy
 BB0174;SPC TXSC     - 4,209,440.       97,550.      MT  (+/- 180 meters Scaled)
 BB0174
 BB0174                          SUPERSEDED SURVEY CONTROL
 BB0174
 BB0174  NGVD 29 (??/??/92)  967.167  (m)         3173.11   (f) ADJ UNCH    2 0
 BB0174
 BB0174.Superseded values are not recommended for survey control.
 BB0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0174.See file dsdata.txt to determine how the superseded data were derived.
 BB0174
 BB0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN783772(NAD 83)
 BB0174_MARKER: DB = BENCH MARK DISK
 BB0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0174_STAMPING: B 719 1943
 BB0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0174+STABILITY: SURFACE MOTION
 BB0174
 BB0174  HISTORY     - Date     Condition        Report By
 BB0174  HISTORY     - 1943     MONUMENTED       CGS
 BB0174  HISTORY     - 1958     GOOD             NGS
 BB0174
 BB0174                          STATION DESCRIPTION
 BB0174
 BB0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0174'17.70 MI NE FROM PRESIDIO.
 BB0174'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0174'PRESIDIO, THENCE ABOUT 6.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD
 BB0174'TO THE JUNCTION OF THE CASA PIEDRA ROAD, THENCE ABOUT 3.85 MILES
 BB0174'NORTHWEST ALONG THE CASA PIEDRA ROAD.  28 FEET SOUTHWEST OF THE CENTER
 BB0174'LINE OF THE ROAD, ON THE NORTHWEST END OF A CURVE, ON THE TOP OF A
 BB0174'HILL, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 BB0174'FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BB0174'PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0272 ***********************************************************************
 DP0272  DESIGNATION -  B 72
 DP0272  PID         -  DP0272
 DP0272  STATE/COUNTY-  TX/GARZA
 DP0272  USGS QUAD   -  JUSTICEBURG (1969)
 DP0272
 DP0272                         *CURRENT SURVEY CONTROL
 DP0272  ___________________________________________________________________
 DP0272* NAD 83(1986)-  33 03 42.     (N)    101 13 18.     (W)     SCALED    
 DP0272* NAVD 88     -       701.532  (meters)    2301.61   (feet)  ADJUSTED  
 DP0272  ___________________________________________________________________
 DP0272  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DP0272  DYNAMIC HT  -         700.647 (meters)    2298.71  (feet)  COMP
 DP0272  MODELED GRAV-     979,354.0   (mgal)                       NAVD 88
 DP0272
 DP0272  VERT ORDER  -  FIRST     CLASS II
 DP0272
 DP0272.The horizontal coordinates were scaled from a topographic map and have
 DP0272.an estimated accuracy of +/- 6 seconds.
 DP0272
 DP0272.The orthometric height was determined by differential leveling
 DP0272.and adjusted by the National Geodetic Survey in June 1991..
 DP0272
 DP0272.The geoid height was determined by GEOID03.
 DP0272
 DP0272.The dynamic height is computed by dividing the NAVD 88
 DP0272.geopotential number by the normal gravity value computed on the
 DP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0272.degrees latitude (g = 980.6199 gals.).
 DP0272
 DP0272.The modeled gravity was interpolated from observed gravity values.
 DP0272
 DP0272;                    North         East    Units  Estimated Accuracy
 DP0272;SPC TXNC     - 2,157,980.      345,890.      MT  (+/- 180 meters Scaled)
 DP0272
 DP0272                          SUPERSEDED SURVEY CONTROL
 DP0272
 DP0272  NGVD 29 (??/??/92)  701.233  (m)         2300.63   (f) ADJ UNCH    1 2
 DP0272
 DP0272.Superseded values are not recommended for survey control.
 DP0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0272.See file dsdata.txt to determine how the superseded data were derived.
 DP0272
 DP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB925603(NAD 83)
 DP0272_MARKER: DB = BENCH MARK DISK
 DP0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0272_STAMPING: 2300.629 B 72 1931
 DP0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0272+STABILITY: SURFACE MOTION
 DP0272
 DP0272  HISTORY     - Date     Condition        Report By
 DP0272  HISTORY     - 1931     MONUMENTED       CGS
 DP0272  HISTORY     - 1941     GOOD             NGS
 DP0272  HISTORY     - 1968     GOOD             NGS
 DP0272  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0272
 DP0272                          STATION DESCRIPTION
 DP0272
 DP0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DP0272'1.8 MI N FROM JUSTICEBURG.
 DP0272'1.8 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0272'JUSTICEBURG, GARZA COUNTY, 0.2 MILE SOUTH OF MILEPOST 727, AT THE
 DP0272'NORTH END OF A CUT, 50 FEET SOUTH OF A MOTOR-CAR SIDING, 50 FEET EAST
 DP0272'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DP0272'INCHES ABOVE GROUND.
 DP0272
 DP0272                          STATION RECOVERY (1968)
 DP0272
 DP0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DP0272'RECOVERED IN GOOD CONDITION.
 DP0272
 DP0272                          STATION RECOVERY (1982)
 DP0272
 DP0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0272'THERE IS A ROAD CONSTRUCTED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0325 ***********************************************************************
 BO0325  DESIGNATION -  B 725
 BO0325  PID         -  BO0325
 BO0325  STATE/COUNTY-  TX/TERRELL
 BO0325  USGS QUAD   -  GEDDIS CANYON WEST (1980)
 BO0325
 BO0325                         *CURRENT SURVEY CONTROL
 BO0325  ___________________________________________________________________
 BO0325* NAD 83(1986)-  30 22 27.     (N)    101 55 19.     (W)     SCALED    
 BO0325* NAVD 88     -       766.831  (meters)    2515.84   (feet)  ADJUSTED  
 BO0325  ___________________________________________________________________
 BO0325  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 BO0325  DYNAMIC HT  -         765.684 (meters)    2512.08  (feet)  COMP
 BO0325  MODELED GRAV-     979,120.8   (mgal)                       NAVD 88
 BO0325
 BO0325  VERT ORDER  -  SECOND    CLASS 0
 BO0325
 BO0325.The horizontal coordinates were scaled from a topographic map and have
 BO0325.an estimated accuracy of +/- 6 seconds.
 BO0325
 BO0325.The orthometric height was determined by differential leveling
 BO0325.and adjusted by the National Geodetic Survey in June 1991..
 BO0325
 BO0325.The geoid height was determined by GEOID03.
 BO0325
 BO0325.The dynamic height is computed by dividing the NAVD 88
 BO0325.geopotential number by the normal gravity value computed on the
 BO0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0325.degrees latitude (g = 980.6199 gals.).
 BO0325
 BO0325.The modeled gravity was interpolated from observed gravity values.
 BO0325
 BO0325;                    North         East    Units  Estimated Accuracy
 BO0325;SPC TXSC     - 4,285,120.      319,160.      MT  (+/- 180 meters Scaled)
 BO0325
 BO0325                          SUPERSEDED SURVEY CONTROL
 BO0325
 BO0325  NGVD 29 (??/??/92)  766.598  (m)         2515.08   (f) ADJ UNCH    2 0
 BO0325
 BO0325.Superseded values are not recommended for survey control.
 BO0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0325.See file dsdata.txt to determine how the superseded data were derived.
 BO0325
 BO0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU191638(NAD 83)
 BO0325_MARKER: DB = BENCH MARK DISK
 BO0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0325_STAMPING: B 725 1942
 BO0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0325+STABILITY: SURFACE MOTION
 BO0325
 BO0325  HISTORY     - Date     Condition        Report By
 BO0325  HISTORY     - 1942     MONUMENTED       CGS
 BO0325  HISTORY     - 1958     GOOD             NGS
 BO0325
 BO0325                          STATION DESCRIPTION
 BO0325
 BO0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0325'32.65 MI S FROM SHEFFIELD.
 BO0325'ABOUT 26.65 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0325'AT SHEFFIELD, THENCE 1.9 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 BO0325'LEADING TO THE ELROD AND HICKS RANCHES, THENCE 4.1 MILES SOUTH ALONG
 BO0325'THE OLD HIGHWAY, 30 FEET NORTHWEST OF THE CENTER LINE OF THE OLD
 BO0325'HIGHWAY, ABOUT 0.95 MILE NORTH-NORTHEAST OF B. M. C 725 WHICH IS
 BO0325'DESCRIBED FROM DRYDEN, 21 FEET NORTHWEST OF THE NORTHWEST END OF AN
 BO0325'ABANDONED CATTLE GUARD, 10 FEET SOUTHWEST OF THE CENTER LINE OF A
 BO0325'WOODEN GATE, 1 FOOT NORTHWEST OF A WOVEN WIRE FENCE, 1 1/2 FEET
 BO0325'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BO0325'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0105 ***********************************************************************
 BP0105  DESIGNATION -  B 726
 BP0105  PID         -  BP0105
 BP0105  STATE/COUNTY-  TX/TERRELL
 BP0105  USGS QUAD   -  DRYDEN (1968)
 BP0105
 BP0105                         *CURRENT SURVEY CONTROL
 BP0105  ___________________________________________________________________
 BP0105* NAD 83(1986)-  30 06 06.     (N)    102 05 16.     (W)     SCALED    
 BP0105* NAVD 88     -       664.479  (meters)    2180.04   (feet)  ADJUSTED  
 BP0105  ___________________________________________________________________
 BP0105  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BP0105  DYNAMIC HT  -         663.476 (meters)    2176.75  (feet)  COMP
 BP0105  MODELED GRAV-     979,112.1   (mgal)                       NAVD 88
 BP0105
 BP0105  VERT ORDER  -  SECOND    CLASS 0
 BP0105
 BP0105.The horizontal coordinates were scaled from a topographic map and have
 BP0105.an estimated accuracy of +/- 6 seconds.
 BP0105
 BP0105.The orthometric height was determined by differential leveling
 BP0105.and adjusted by the National Geodetic Survey in June 1991..
 BP0105
 BP0105.The geoid height was determined by GEOID03.
 BP0105
 BP0105.The dynamic height is computed by dividing the NAVD 88
 BP0105.geopotential number by the normal gravity value computed on the
 BP0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0105.degrees latitude (g = 980.6199 gals.).
 BP0105
 BP0105.The modeled gravity was interpolated from observed gravity values.
 BP0105
 BP0105;                    North         East    Units  Estimated Accuracy
 BP0105;SPC TXSC     - 4,255,330.      302,430.      MT  (+/- 180 meters Scaled)
 BP0105
 BP0105                          SUPERSEDED SURVEY CONTROL
 BP0105
 BP0105  NGVD 29 (??/??/92)  664.277  (m)         2179.38   (f) ADJ UNCH    2 0
 BP0105
 BP0105.Superseded values are not recommended for survey control.
 BP0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0105.See file dsdata.txt to determine how the superseded data were derived.
 BP0105
 BP0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP806336(NAD 83)
 BP0105_MARKER: DB = BENCH MARK DISK
 BP0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0105_STAMPING: B 726 1942
 BP0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0105+STABILITY: SURFACE MOTION
 BP0105
 BP0105  HISTORY     - Date     Condition        Report By
 BP0105  HISTORY     - 1942     MONUMENTED       CGS
 BP0105  HISTORY     - 1958     GOOD             NGS
 BP0105  HISTORY     - 1981     GOOD             NGS
 BP0105
 BP0105                          STATION DESCRIPTION
 BP0105
 BP0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0105'4.2 MI N FROM DRYDEN.
 BP0105'ABOUT 4.2 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0105'ORLEANS RAILROAD STATION AT DRYDEN, 72 FEET WEST OF THE CENTER LINE OF
 BP0105'THE HIGHWAY, ABOUT 0.55 MILE NORTH OF A CATTLE GUARD, ABOUT 0.2 MILE
 BP0105'NORTH OF THE JUNCTION WITH A PRIVATE ROAD LEADING NORTHEAST, 1 FOOT
 BP0105'EAST OF A FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND IN
 BP0105'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BP0105
 BP0105                          STATION RECOVERY (1981)
 BP0105
 BP0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0105'6.8 KM (4.2 MI) NORTHEASTERLY ALONG STATE HIGHWAY 349 FROM ITS
 BP0105'JUNCTION WITH THE SOUTHERN PACIFIC RAILROAD IN DRYDEN, 0.3 KM (0.2
 BP0105'MI) NORTHEAST OF A GRAVELED ROAD LEADING EAST 21.4 M (72.0 FT) W OF
 BP0105'THE CENTERLINE OF THE HIGHWAY AND 17.7 M (58.0 FT) WSW OF A HIGHWAY
 BP0105'SIGN (CURVE 50 M.P.H.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0402 ***********************************************************************
 CC0402  DESIGNATION -  B 727
 CC0402  PID         -  CC0402
 CC0402  STATE/COUNTY-  TX/REEVES
 CC0402  USGS QUAD   -  TOYAH NW (1970)
 CC0402
 CC0402                         *CURRENT SURVEY CONTROL
 CC0402  ___________________________________________________________________
 CC0402* NAD 83(1986)-  31 29 56.     (N)    103 59 43.     (W)     SCALED    
 CC0402* NAVD 88     -       970.592  (meters)    3184.35   (feet)  ADJUSTED  
 CC0402  ___________________________________________________________________
 CC0402  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CC0402  DYNAMIC HT  -         969.135 (meters)    3179.57  (feet)  COMP
 CC0402  MODELED GRAV-     979,106.4   (mgal)                       NAVD 88
 CC0402
 CC0402  VERT ORDER  -  SECOND    CLASS 0
 CC0402
 CC0402.The horizontal coordinates were scaled from a topographic map and have
 CC0402.an estimated accuracy of +/- 6 seconds.
 CC0402
 CC0402.The orthometric height was determined by differential leveling
 CC0402.and adjusted by the National Geodetic Survey in June 1991..
 CC0402
 CC0402.The geoid height was determined by GEOID03.
 CC0402
 CC0402.The dynamic height is computed by dividing the NAVD 88
 CC0402.geopotential number by the normal gravity value computed on the
 CC0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0402.degrees latitude (g = 980.6199 gals.).
 CC0402
 CC0402.The modeled gravity was interpolated from observed gravity values.
 CC0402
 CC0402;                    North         East    Units  Estimated Accuracy
 CC0402;SPC TX C     - 3,208,840.      352,190.      MT  (+/- 180 meters Scaled)
 CC0402
 CC0402                          SUPERSEDED SURVEY CONTROL
 CC0402
 CC0402  NGVD 29 (??/??/92)  970.176  (m)         3182.99   (f) ADJ UNCH    2 0
 CC0402
 CC0402.Superseded values are not recommended for survey control.
 CC0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0402.See file dsdata.txt to determine how the superseded data were derived.
 CC0402
 CC0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ954853(NAD 83)
 CC0402_MARKER: DB = BENCH MARK DISK
 CC0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0402_STAMPING: B 727 1942
 CC0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0402+STABILITY: SURFACE MOTION
 CC0402
 CC0402  HISTORY     - Date     Condition        Report By
 CC0402  HISTORY     - 1942     MONUMENTED       CGS
 CC0402  HISTORY     - 1958     GOOD             NGS
 CC0402
 CC0402                          STATION DESCRIPTION
 CC0402
 CC0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0402'19.15 MI NW FROM TOYAH.
 CC0402'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0402'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 10.2 MILES
 CC0402'NORTHWEST ALONG A GRADED DIRT ROAD.  50 FEET NORTHEAST OF THE CENTER
 CC0402'LINE OF THE ROAD, 187 FEET SOUTHWEST OF A PROMINENT MESQUITE TREE,
 CC0402'ABOUT 0.4 MILE SOUTHEAST OF A CATTLE GUARD, 1 1/2 FEET NORTHWEST OF A
 CC0402'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 CC0402'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0069 ***********************************************************************
 CD0069  DESIGNATION -  B 728
 CD0069  PID         -  CD0069
 CD0069  STATE/COUNTY-  TX/CULBERSON
 CD0069  USGS QUAD   -  TWO MILL DRAW WEST (1973)
 CD0069
 CD0069                         *CURRENT SURVEY CONTROL
 CD0069  ___________________________________________________________________
 CD0069* NAD 83(1986)-  31 32 57.     (N)    104 20 53.     (W)     SCALED    
 CD0069* NAVD 88     -      1230.541  (meters)    4037.20   (feet)  ADJUSTED  
 CD0069  ___________________________________________________________________
 CD0069  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CD0069  DYNAMIC HT  -        1228.660 (meters)    4031.03  (feet)  COMP
 CD0069  MODELED GRAV-     979,068.8   (mgal)                       NAVD 88
 CD0069
 CD0069  VERT ORDER  -  SECOND    CLASS 0
 CD0069
 CD0069.The horizontal coordinates were scaled from a topographic map and have
 CD0069.an estimated accuracy of +/- 6 seconds.
 CD0069
 CD0069.The orthometric height was determined by differential leveling
 CD0069.and adjusted by the National Geodetic Survey in June 1991..
 CD0069
 CD0069.The geoid height was determined by GEOID03.
 CD0069
 CD0069.The dynamic height is computed by dividing the NAVD 88
 CD0069.geopotential number by the normal gravity value computed on the
 CD0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0069.degrees latitude (g = 980.6199 gals.).
 CD0069
 CD0069.The modeled gravity was interpolated from observed gravity values.
 CD0069
 CD0069;                    North         East    Units  Estimated Accuracy
 CD0069;SPC TX C     - 3,215,570.      318,900.      MT  (+/- 180 meters Scaled)
 CD0069
 CD0069                          SUPERSEDED SURVEY CONTROL
 CD0069
 CD0069  NGVD 29 (??/??/92) 1230.056  (m)         4035.61   (f) ADJ UNCH    2 0
 CD0069
 CD0069.Superseded values are not recommended for survey control.
 CD0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0069.See file dsdata.txt to determine how the superseded data were derived.
 CD0069
 CD0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ618906(NAD 83)
 CD0069_MARKER: DB = BENCH MARK DISK
 CD0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0069_STAMPING: B 728 1942
 CD0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0069+STABILITY: SURFACE MOTION
 CD0069
 CD0069  HISTORY     - Date     Condition        Report By
 CD0069  HISTORY     - 1942     MONUMENTED       CGS
 CD0069  HISTORY     - 1958     GOOD             NGS
 CD0069
 CD0069                          STATION DESCRIPTION
 CD0069
 CD0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0069'43.35 MI NW FROM TOYAH.
 CD0069'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0069'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 34.4 MILES
 CD0069'NORTHWEST ALONG A GRADED ROAD.  28 FEET NORTHWEST OF THE CENTER LINE
 CD0069'OF THE ROAD, AT THE SUMMIT OF A HILL, 1 1/2 FEET SOUTHWEST OF A WHITE
 CD0069'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 CD0069'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0061 ***********************************************************************
 BQ0061  DESIGNATION -  B 729
 BQ0061  PID         -  BQ0061
 BQ0061  STATE/COUNTY-  TX/CULBERSON
 BQ0061  USGS QUAD   -  BORACHO PEAK (1978)
 BQ0061
 BQ0061                         *CURRENT SURVEY CONTROL
 BQ0061  ___________________________________________________________________
 BQ0061* NAD 83(1986)-  30 58 42.     (N)    104 24 18.     (W)     SCALED    
 BQ0061* NAVD 88     -      1353.108  (meters)    4439.32   (feet)  ADJUSTED  
 BQ0061  ___________________________________________________________________
 BQ0061  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 BQ0061  DYNAMIC HT  -        1350.971 (meters)    4432.31  (feet)  COMP
 BQ0061  MODELED GRAV-     979,013.9   (mgal)                       NAVD 88
 BQ0061
 BQ0061  VERT ORDER  -  SECOND    CLASS 0
 BQ0061
 BQ0061.The horizontal coordinates were scaled from a topographic map and have
 BQ0061.an estimated accuracy of +/- 6 seconds.
 BQ0061
 BQ0061.The orthometric height was determined by differential leveling
 BQ0061.and adjusted by the National Geodetic Survey in June 1991..
 BQ0061
 BQ0061.The geoid height was determined by GEOID03.
 BQ0061
 BQ0061.The dynamic height is computed by dividing the NAVD 88
 BQ0061.geopotential number by the normal gravity value computed on the
 BQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0061.degrees latitude (g = 980.6199 gals.).
 BQ0061
 BQ0061.The modeled gravity was interpolated from observed gravity values.
 BQ0061
 BQ0061;                    North         East    Units  Estimated Accuracy
 BQ0061;SPC TX C     - 3,152,520.      311,180.      MT  (+/- 180 meters Scaled)
 BQ0061
 BQ0061                          SUPERSEDED SURVEY CONTROL
 BQ0061
 BQ0061  NGVD 29 (??/??/92) 1352.574  (m)         4437.57   (f) ADJ UNCH    2 0
 BQ0061
 BQ0061.Superseded values are not recommended for survey control.
 BQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0061.See file dsdata.txt to determine how the superseded data were derived.
 BQ0061
 BQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ568273(NAD 83)
 BQ0061_MARKER: DB = BENCH MARK DISK
 BQ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0061_STAMPING: B 729 1942
 BQ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0061+STABILITY: SURFACE MOTION
 BQ0061
 BQ0061  HISTORY     - Date     Condition        Report By
 BQ0061  HISTORY     - 1942     MONUMENTED       CGS
 BQ0061  HISTORY     - 1958     GOOD             NGS
 BQ0061
 BQ0061                          STATION DESCRIPTION
 BQ0061
 BQ0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0061'7.0 MI S FROM BORACHO.
 BQ0061'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0061'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 6.65 MILE SOUTH
 BQ0061'ALONG A VERY POOR DIRT ROAD.  22 FEET WEST OF THE CENTER LINE OF THE
 BQ0061'ROAD, ABOUT 0.45 MILE SOUTH OF A GATE ACROSS THE ROAD, ABOUT 0.25 MILE
 BQ0061'SOUTH OF THE JUNCTION OF A TRAIL ROAD LEADING EAST, ON THE SOUTH SLOPE
 BQ0061'OF A HILL, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 BQ0061'FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BQ0061'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0408 ***********************************************************************
 CU0408  DESIGNATION -  B 73
 CU0408  PID         -  CU0408
 CU0408  STATE/COUNTY-  TX/FISHER
 CU0408  USGS QUAD   -  BERNECKER (1969)
 CU0408
 CU0408                         *CURRENT SURVEY CONTROL
 CU0408  ___________________________________________________________________
 CU0408* NAD 83(1986)-  32 33 52.     (N)    100 30 44.     (W)     SCALED    
 CU0408* NAVD 88     -       670.423  (meters)    2199.55   (feet)  ADJUSTED  
 CU0408  ___________________________________________________________________
 CU0408  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CU0408  DYNAMIC HT  -         669.532 (meters)    2196.62  (feet)  COMP
 CU0408  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 CU0408
 CU0408  VERT ORDER  -  FIRST     CLASS II
 CU0408
 CU0408.The horizontal coordinates were scaled from a topographic map and have
 CU0408.an estimated accuracy of +/- 6 seconds.
 CU0408
 CU0408.The orthometric height was determined by differential leveling
 CU0408.and adjusted by the National Geodetic Survey in June 1991..
 CU0408
 CU0408.The geoid height was determined by GEOID03.
 CU0408
 CU0408.The dynamic height is computed by dividing the NAVD 88
 CU0408.geopotential number by the normal gravity value computed on the
 CU0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0408.degrees latitude (g = 980.6199 gals.).
 CU0408
 CU0408.The modeled gravity was interpolated from observed gravity values.
 CU0408
 CU0408;                    North         East    Units  Estimated Accuracy
 CU0408;SPC TXNC     - 2,101,370.      411,060.      MT  (+/- 180 meters Scaled)
 CU0408
 CU0408                          SUPERSEDED SURVEY CONTROL
 CU0408
 CU0408  NGVD 29 (??/??/92)  670.178  (m)         2198.74   (f) ADJ UNCH    1 2
 CU0408
 CU0408.Superseded values are not recommended for survey control.
 CU0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0408.See file dsdata.txt to determine how the superseded data were derived.
 CU0408
 CU0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB580040(NAD 83)
 CU0408_MARKER: DB = BENCH MARK DISK
 CU0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0408_SP_SET: ABUTMENT
 CU0408_STAMPING: 2198.742 B 73 1931
 CU0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0408
 CU0408  HISTORY     - Date     Condition        Report By
 CU0408  HISTORY     - 1931     MONUMENTED       CGS
 CU0408  HISTORY     - 1964     GOOD             NGS
 CU0408
 CU0408                          STATION DESCRIPTION
 CU0408
 CU0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CU0408'2.5 MI NW FROM GANNON.
 CU0408'2.5 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0408'GANNON, FISHER COUNTY, 0.1 MILE SOUTHEAST OF MILEPOST 785, AT BRIDGE
 CU0408'785A, IN THE TOP OF THE WEST ABUTMENT, AND ON THE SOUTH SIDE OF THE
 CU0408'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0037 ***********************************************************************
 BQ0037  DESIGNATION -  B 730
 BQ0037  PID         -  BQ0037
 BQ0037  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0037  USGS QUAD   -  HORSESHOE BUTTE (1978)
 BQ0037
 BQ0037                         *CURRENT SURVEY CONTROL
 BQ0037  ___________________________________________________________________
 BQ0037* NAD 83(1986)-  30 42 51.     (N)    104 26 59.     (W)     SCALED    
 BQ0037* NAVD 88     -      1388.289  (meters)    4554.74   (feet)  ADJUSTED  
 BQ0037  ___________________________________________________________________
 BQ0037  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 BQ0037  DYNAMIC HT  -        1386.020 (meters)    4547.30  (feet)  COMP
 BQ0037  MODELED GRAV-     978,958.0   (mgal)                       NAVD 88
 BQ0037
 BQ0037  VERT ORDER  -  SECOND    CLASS 0
 BQ0037
 BQ0037.The horizontal coordinates were scaled from a topographic map and have
 BQ0037.an estimated accuracy of +/- 6 seconds.
 BQ0037
 BQ0037.The orthometric height was determined by differential leveling
 BQ0037.and adjusted by the National Geodetic Survey in June 1991..
 BQ0037
 BQ0037.The geoid height was determined by GEOID03.
 BQ0037
 BQ0037.The dynamic height is computed by dividing the NAVD 88
 BQ0037.geopotential number by the normal gravity value computed on the
 BQ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0037.degrees latitude (g = 980.6199 gals.).
 BQ0037
 BQ0037.The modeled gravity was interpolated from observed gravity values.
 BQ0037
 BQ0037;                    North         East    Units  Estimated Accuracy
 BQ0037;SPC TX C     - 3,123,410.      305,830.      MT  (+/- 180 meters Scaled)
 BQ0037
 BQ0037                          SUPERSEDED SURVEY CONTROL
 BQ0037
 BQ0037  NGVD 29 (??/??/92) 1387.699  (m)         4552.81   (f) ADJ UNCH    2 0
 BQ0037
 BQ0037.Superseded values are not recommended for survey control.
 BQ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0037.See file dsdata.txt to determine how the superseded data were derived.
 BQ0037
 BQ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP526980(NAD 83)
 BQ0037_MARKER: DB = BENCH MARK DISK
 BQ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0037_STAMPING: B 730 1942
 BQ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0037+STABILITY: SURFACE MOTION
 BQ0037
 BQ0037  HISTORY     - Date     Condition        Report By
 BQ0037  HISTORY     - 1942     MONUMENTED       CGS
 BQ0037  HISTORY     - 1958     GOOD             NGS
 BQ0037
 BQ0037                          STATION DESCRIPTION
 BQ0037
 BQ0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0037'9.85 MI N FROM VALENTINE.
 BQ0037'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0037'THE STATION AT VALENTINE, THENCE 9.65 MILES NORTH ALONG A DIRT ROAD.
 BQ0037'31 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE SOUTH OF
 BQ0037'THE SOUTH END OF AN S CURVE, 300 FEET SOUTH OF A DIKE ACROSS THE ROAD,
 BQ0037'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BQ0037'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0174 ***********************************************************************
 BQ0174  DESIGNATION -  B 731
 BQ0174  PID         -  BQ0174
 BQ0174  STATE/COUNTY-  TX/PRESIDIO
 BQ0174  USGS QUAD   -  NANCY ANNE RANCH (1979)
 BQ0174
 BQ0174                         *CURRENT SURVEY CONTROL
 BQ0174  ___________________________________________________________________
 BQ0174* NAD 83(1986)-  30 22 53.     (N)    104 31 41.     (W)     SCALED    
 BQ0174* NAVD 88     -      1417.789  (meters)    4651.53   (feet)  POSTED    
 BQ0174  ___________________________________________________________________
 BQ0174  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BQ0174  DYNAMIC HT  -        1415.410 (meters)    4643.72  (feet)  COMP
 BQ0174  MODELED GRAV-     978,916.3   (mgal)                       NAVD 88
 BQ0174
 BQ0174  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0174
 BQ0174.The horizontal coordinates were scaled from a topographic map and have
 BQ0174.an estimated accuracy of +/- 6 seconds.
 BQ0174
 BQ0174.The orthometric height was determined by differential leveling
 BQ0174.and adjusted by the National Geodetic Survey in 1992..
 BQ0174.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0174.rate of 1.1 thru 2.0 mm/km.
 BQ0174
 BQ0174.The geoid height was determined by GEOID03.
 BQ0174
 BQ0174.The dynamic height is computed by dividing the NAVD 88
 BQ0174.geopotential number by the normal gravity value computed on the
 BQ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0174.degrees latitude (g = 980.6199 gals.).
 BQ0174
 BQ0174.The modeled gravity was interpolated from observed gravity values.
 BQ0174
 BQ0174;                    North         East    Units  Estimated Accuracy
 BQ0174;SPC TXSC     - 4,294,960.       68,850.      MT  (+/- 180 meters Scaled)
 BQ0174
 BQ0174                          SUPERSEDED SURVEY CONTROL
 BQ0174
 BQ0174  NGVD 29 (??/??/92) 1417.193  (m)         4649.57   (f) ADJ UNCH    2 0
 BQ0174
 BQ0174.Superseded values are not recommended for survey control.
 BQ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0174.See file dsdata.txt to determine how the superseded data were derived.
 BQ0174
 BQ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP453611(NAD 83)
 BQ0174_MARKER: DB = BENCH MARK DISK
 BQ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0174_STAMPING: B 731 1943
 BQ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0174+STABILITY: SURFACE MOTION
 BQ0174
 BQ0174  HISTORY     - Date     Condition        Report By
 BQ0174  HISTORY     - 1943     MONUMENTED       CGS
 BQ0174
 BQ0174                          STATION DESCRIPTION
 BQ0174
 BQ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0174'15.5 MI S FROM VALENTINE.
 BQ0174'THIS MARK IS 15.5 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH
 BQ0174'FROM THE POST OFFICE AT VALENTINE, 1.0 MILE SOUTH OF A FENCE RUNNING
 BQ0174'EAST-WEST, 0.2 MILE SOUTH OF A ROAD RUNNING EAST, SET ON THE SOUTH
 BQ0174'SIDE OF A GROUP OF MESQUITE BUSHES, 40.0 FEET EAST OF THE CENTERLINE
 BQ0174'OF THE ROAD, PROJECTING 6-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0286 ***********************************************************************
 BQ0286  DESIGNATION -  B 732
 BQ0286  PID         -  BQ0286
 BQ0286  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0286  USGS QUAD   -  VALENTINE WEST (1978)
 BQ0286
 BQ0286                         *CURRENT SURVEY CONTROL
 BQ0286  ___________________________________________________________________
 BQ0286* NAD 83(1986)-  30 35 55.     (N)    104 30 41.     (W)     SCALED    
 BQ0286* NAVD 88     -      1341.768  (meters)    4402.12   (feet)  ADJUSTED  
 BQ0286  ___________________________________________________________________
 BQ0286  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BQ0286  DYNAMIC HT  -        1339.560 (meters)    4394.87  (feet)  COMP
 BQ0286  MODELED GRAV-     978,949.2   (mgal)                       NAVD 88
 BQ0286
 BQ0286  VERT ORDER  -  FIRST     CLASS II
 BQ0286
 BQ0286.The horizontal coordinates were scaled from a topographic map and have
 BQ0286.an estimated accuracy of +/- 6 seconds.
 BQ0286
 BQ0286.The orthometric height was determined by differential leveling
 BQ0286.and adjusted by the National Geodetic Survey in June 1991..
 BQ0286
 BQ0286.The geoid height was determined by GEOID03.
 BQ0286
 BQ0286.The dynamic height is computed by dividing the NAVD 88
 BQ0286.geopotential number by the normal gravity value computed on the
 BQ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0286.degrees latitude (g = 980.6199 gals.).
 BQ0286
 BQ0286.The modeled gravity was interpolated from observed gravity values.
 BQ0286
 BQ0286;                    North         East    Units  Estimated Accuracy
 BQ0286;SPC TX C     - 3,110,830.      299,450.      MT  (+/- 180 meters Scaled)
 BQ0286
 BQ0286                          SUPERSEDED SURVEY CONTROL
 BQ0286
 BQ0286  NGVD 29 (??/??/92) 1341.191  (m)         4400.22   (f) ADJ UNCH    1 2
 BQ0286
 BQ0286.Superseded values are not recommended for survey control.
 BQ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0286.See file dsdata.txt to determine how the superseded data were derived.
 BQ0286
 BQ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP468852(NAD 83)
 BQ0286_MARKER: DB = BENCH MARK DISK
 BQ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0286_STAMPING: B 732 1943
 BQ0286_MARK LOGO: CGS   
 BQ0286_PROJECTION: PROJECTING 15 CENTIMETERS
 BQ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0286+STABILITY: SURFACE MOTION
 BQ0286
 BQ0286  HISTORY     - Date     Condition        Report By
 BQ0286  HISTORY     - 1943     MONUMENTED       CGS
 BQ0286  HISTORY     - 1957     GOOD             NGS
 BQ0286  HISTORY     - 1981     GOOD             NGS
 BQ0286  HISTORY     - 19961009 GOOD             USPSQD
 BQ0286
 BQ0286                          STATION DESCRIPTION
 BQ0286
 BQ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0286'1.2 MI NW FROM VALENTINE.
 BQ0286'ABOUT 1.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0286'FROM THE STATION AT VALENTINE, 23 FEET SOUTHEAST OF MILEPOST 669, 42
 BQ0286'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 116 FEET NORTHEAST OF THE CENTER
 BQ0286'LINE OF U. S. HIGHWAY 90, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN
 BQ0286'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BQ0286'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0286
 BQ0286                          STATION RECOVERY (1981)
 BQ0286
 BQ0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0286'1.2 KM (0.75 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0286'IN VALENTINE, 35.4 METERS (116.0 FT) NORTHEAST OF THE CENTERLINE OF
 BQ0286'THE HIGHWAY, 12.8 METERS (42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0286'SOUTHERN PACIFIC RAILROAD, AND 7.0 METERS (23.0 FT) SOUTHEAST OF
 BQ0286'RAILROAD MILE POST 669.
 BQ0286'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0286'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0286
 BQ0286                          STATION RECOVERY (1996)
 BQ0286
 BQ0286'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0476 ***********************************************************************
 CC0476  DESIGNATION -  B 733
 CC0476  PID         -  CC0476
 CC0476  STATE/COUNTY-  TX/REEVES
 CC0476  USGS QUAD   -  ORLA (1968)
 CC0476
 CC0476                         *CURRENT SURVEY CONTROL
 CC0476  ___________________________________________________________________
 CC0476* NAD 83(1986)-  31 48 52.     (N)    103 55 53.     (W)     SCALED    
 CC0476* NAVD 88     -       891.088  (meters)    2923.51   (feet)  ADJUSTED  
 CC0476  ___________________________________________________________________
 CC0476  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CC0476  DYNAMIC HT  -         889.765 (meters)    2919.17  (feet)  COMP
 CC0476  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 CC0476
 CC0476  VERT ORDER  -  FIRST     CLASS II
 CC0476
 CC0476.The horizontal coordinates were scaled from a topographic map and have
 CC0476.an estimated accuracy of +/- 6 seconds.
 CC0476
 CC0476.The orthometric height was determined by differential leveling
 CC0476.and adjusted by the National Geodetic Survey in June 1991..
 CC0476.WARNING-Repeat measurements at this control monument indicate possible
 CC0476.vertical movement.
 CC0476
 CC0476.The geoid height was determined by GEOID03.
 CC0476
 CC0476.The dynamic height is computed by dividing the NAVD 88
 CC0476.geopotential number by the normal gravity value computed on the
 CC0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0476.degrees latitude (g = 980.6199 gals.).
 CC0476
 CC0476.The modeled gravity was interpolated from observed gravity values.
 CC0476
 CC0476;                    North         East    Units  Estimated Accuracy
 CC0476;SPC TX C     - 3,243,610.      359,390.      MT  (+/- 180 meters Scaled)
 CC0476
 CC0476                          SUPERSEDED SURVEY CONTROL
 CC0476
 CC0476  NGVD 29 (??/??/92)  890.644  (m)         2922.05   (f) ADJ UNCH    1 2
 CC0476
 CC0476.Superseded values are not recommended for survey control.
 CC0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0476.See file dsdata.txt to determine how the superseded data were derived.
 CC0476
 CC0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR011203(NAD 83)
 CC0476_MARKER: DB = BENCH MARK DISK
 CC0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0476_STAMPING: B 733 1943
 CC0476_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0476+STABILITY: SURFACE MOTION
 CC0476
 CC0476  HISTORY     - Date     Condition        Report By
 CC0476  HISTORY     - 1943     MONUMENTED       CGS
 CC0476  HISTORY     - 1957     GOOD             NGS
 CC0476  HISTORY     - 1981     GOOD             NGS
 CC0476
 CC0476                          STATION DESCRIPTION
 CC0476
 CC0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0476'2.05 MI SW FROM ORLA.
 CC0476'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 652 FROM THE CROSSING OF
 CC0476'THE PANHANDLE AND SANTA FE RAILWAY AT ORLA, THENCE 0.05 MILE NORTHWEST
 CC0476'ALONG U. S. HIGHWAY 285, AND THENCE 1.5 MILES SOUTHWEST ALONG A DIRT
 CC0476'ROAD, 38 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF
 CC0476'A WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 CC0476'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CC0476
 CC0476                          STATION RECOVERY (1981)
 CC0476
 CC0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0476'0.6 KM (0.35 MI) SOUTHWEST ALONG FARM ROAD 652 FROM ITS JUNCTION
 CC0476'WITH U.S. HIGHWAY 285 IN ORLA, THENCE 1.9 KM (1.15 MI) SOUTHWEST
 CC0476'ALONG A GRAVELED ROAD, 0.3 KM (0.2 MI) SOUTHWEST OF A POWERLINE
 CC0476'CROSSING, 0.1 KM (0.05 MI) NORTHEAST OF A POWERLINE CROSSING, 11.6
 CC0476'METERS (38.0 FT) NORTHWEST OF THE CENTER OF THE ROAD, AND 0.9 METER
 CC0476'(3.0 FT) WEST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0476'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CC0476'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0034 ***********************************************************************
 CD0034  DESIGNATION -  B 734
 CD0034  PID         -  CD0034
 CD0034  STATE/COUNTY-  TX/CULBERSON
 CD0034  USGS QUAD   -  CASTILE HILL (1973)
 CD0034
 CD0034                         *CURRENT SURVEY CONTROL
 CD0034  ___________________________________________________________________
 CD0034* NAD 83(1986)-  31 50 09.     (N)    104 18 54.     (W)     SCALED    
 CD0034* NAVD 88     -      1121.689  (meters)    3680.07   (feet)  ADJUSTED  
 CD0034  ___________________________________________________________________
 CD0034  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 CD0034  DYNAMIC HT  -        1119.987 (meters)    3674.49  (feet)  COMP
 CD0034  MODELED GRAV-     979,084.1   (mgal)                       NAVD 88
 CD0034
 CD0034  VERT ORDER  -  SECOND    CLASS 0
 CD0034
 CD0034.The horizontal coordinates were scaled from a topographic map and have
 CD0034.an estimated accuracy of +/- 6 seconds.
 CD0034
 CD0034.The orthometric height was determined by differential leveling
 CD0034.and adjusted by the National Geodetic Survey in June 1991..
 CD0034
 CD0034.The geoid height was determined by GEOID03.
 CD0034
 CD0034.The dynamic height is computed by dividing the NAVD 88
 CD0034.geopotential number by the normal gravity value computed on the
 CD0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0034.degrees latitude (g = 980.6199 gals.).
 CD0034
 CD0034.The modeled gravity was interpolated from observed gravity values.
 CD0034
 CD0034;                    North         East    Units  Estimated Accuracy
 CD0034;SPC TX C     - 3,247,220.      323,180.      MT  (+/- 180 meters Scaled)
 CD0034
 CD0034                          SUPERSEDED SURVEY CONTROL
 CD0034
 CD0034  NGVD 29 (??/??/92) 1121.169  (m)         3678.37   (f) ADJ UNCH    2 0
 CD0034
 CD0034.Superseded values are not recommended for survey control.
 CD0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0034.See file dsdata.txt to determine how the superseded data were derived.
 CD0034
 CD0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER648224(NAD 83)
 CD0034_MARKER: DB = BENCH MARK DISK
 CD0034_SETTING: 0 = UNSPECIFIED SETTING
 CD0034_STAMPING: B 734 1943
 CD0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0034
 CD0034  HISTORY     - Date     Condition        Report By
 CD0034  HISTORY     - 1943     MONUMENTED       CGS
 CD0034
 CD0034                          STATION DESCRIPTION
 CD0034
 CD0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0034'25.7 MI W FROM ORLA.
 CD0034'THIS MARK IS 25.7 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0034'ORLA, SET ON THE NORTH SLOPE OF A HILL, 47.5 FEET SOUTHWEST OF POWER
 CD0034'POLE NUMBER 128-7, 25.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 CD0034'PROJECTING 4-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE
 CD0034'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0099 ***********************************************************************
 BB0099  DESIGNATION -  B 735
 BB0099  PID         -  BB0099
 BB0099  STATE/COUNTY-  TX/PRESIDIO
 BB0099  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0099
 BB0099                         *CURRENT SURVEY CONTROL
 BB0099  ___________________________________________________________________
 BB0099* NAD 83(1986)-  29 47 31.     (N)    104 09 41.     (W)     SCALED    
 BB0099* NAVD 88     -      1245.255  (meters)    4085.47   (feet)  ADJUSTED  
 BB0099  ___________________________________________________________________
 BB0099  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BB0099  DYNAMIC HT  -        1243.190 (meters)    4078.70  (feet)  COMP
 BB0099  MODELED GRAV-     978,940.9   (mgal)                       NAVD 88
 BB0099
 BB0099  VERT ORDER  -  SECOND    CLASS 0
 BB0099
 BB0099.The horizontal coordinates were scaled from a topographic map and have
 BB0099.an estimated accuracy of +/- 6 seconds.
 BB0099
 BB0099.The orthometric height was determined by differential leveling
 BB0099.and adjusted by the National Geodetic Survey in June 1991..
 BB0099
 BB0099.The geoid height was determined by GEOID03.
 BB0099
 BB0099.The dynamic height is computed by dividing the NAVD 88
 BB0099.geopotential number by the normal gravity value computed on the
 BB0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0099.degrees latitude (g = 980.6199 gals.).
 BB0099
 BB0099.The modeled gravity was interpolated from observed gravity values.
 BB0099
 BB0099;                    North         East    Units  Estimated Accuracy
 BB0099;SPC TXSC     - 4,228,080.      101,180.      MT  (+/- 180 meters Scaled)
 BB0099
 BB0099                          SUPERSEDED SURVEY CONTROL
 BB0099
 BB0099  NGVD 29 (??/??/92) 1244.842  (m)         4084.12   (f) ADJ UNCH    2 0
 BB0099
 BB0099.Superseded values are not recommended for survey control.
 BB0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0099.See file dsdata.txt to determine how the superseded data were derived.
 BB0099
 BB0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN810960(NAD 83)
 BB0099_MARKER: DB = BENCH MARK DISK
 BB0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0099_STAMPING: B 735 1943
 BB0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0099+STABILITY: SURFACE MOTION
 BB0099
 BB0099  HISTORY     - Date     Condition        Report By
 BB0099  HISTORY     - 1943     MONUMENTED       CGS
 BB0099  HISTORY     - 1958     GOOD             NGS
 BB0099
 BB0099                          STATION DESCRIPTION
 BB0099
 BB0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0099'8.05 MI NW FROM CASA PIEDRA.
 BB0099'ABOUT 4.05 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BB0099'CASA PIEDRA TO THE TED HARPER RANCH, THENCE ABOUT 4.0 MILES NORTHWEST
 BB0099'ALONG A TRACK ROAD.  32 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BB0099'ABOUT 0.65 MILE SOUTHWEST OF A GATE, ABOUT 0.3 MILE NORTHEAST OF A
 BB0099'TRACK ROAD LEADING NORTH AND UP A HILL, ABOUT MIDWAY BETWEEN TWO
 BB0099'WASHES, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 BB0099'OF A CONCRETE POST PROJECTING 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0108 ***********************************************************************
 BB0108  DESIGNATION -  B 737
 BB0108  PID         -  BB0108
 BB0108  STATE/COUNTY-  TX/PRESIDIO
 BB0108  USGS QUAD   -  PLATA (1983)
 BB0108
 BB0108                         *CURRENT SURVEY CONTROL
 BB0108  ___________________________________________________________________
 BB0108* NAD 83(1986)-  29 49 21.     (N)    104 00 36.     (W)     SCALED    
 BB0108* NAVD 88     -      1132.394  (meters)    3715.20   (feet)  ADJUSTED  
 BB0108  ___________________________________________________________________
 BB0108  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 BB0108  DYNAMIC HT  -        1130.535 (meters)    3709.10  (feet)  COMP
 BB0108  MODELED GRAV-     978,962.0   (mgal)                       NAVD 88
 BB0108
 BB0108  VERT ORDER  -  SECOND    CLASS 0
 BB0108
 BB0108.The horizontal coordinates were scaled from a topographic map and have
 BB0108.an estimated accuracy of +/- 6 seconds.
 BB0108
 BB0108.The orthometric height was determined by differential leveling
 BB0108.and adjusted by the National Geodetic Survey in June 1991..
 BB0108
 BB0108.The geoid height was determined by GEOID03.
 BB0108
 BB0108.The dynamic height is computed by dividing the NAVD 88
 BB0108.geopotential number by the normal gravity value computed on the
 BB0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0108.degrees latitude (g = 980.6199 gals.).
 BB0108
 BB0108.The modeled gravity was interpolated from observed gravity values.
 BB0108
 BB0108;                    North         East    Units  Estimated Accuracy
 BB0108;SPC TXSC     - 4,230,820.      115,940.      MT  (+/- 180 meters Scaled)
 BB0108
 BB0108                          SUPERSEDED SURVEY CONTROL
 BB0108
 BB0108  NGVD 29 (??/??/92) 1132.013  (m)         3713.95   (f) ADJ UNCH    2 0
 BB0108
 BB0108.Superseded values are not recommended for survey control.
 BB0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0108.See file dsdata.txt to determine how the superseded data were derived.
 BB0108
 BB0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN956995(NAD 83)
 BB0108_MARKER: DB = BENCH MARK DISK
 BB0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0108_STAMPING: B 737 1943
 BB0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0108+STABILITY: SURFACE MOTION
 BB0108
 BB0108  HISTORY     - Date     Condition        Report By
 BB0108  HISTORY     - 1943     MONUMENTED       CGS
 BB0108  HISTORY     - 1958     GOOD             NGS
 BB0108
 BB0108                          STATION DESCRIPTION
 BB0108
 BB0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0108'3.25 MI S FROM PLATA.
 BB0108'ABOUT 3.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD
 BB0108'SECTION FOREMANS HOUSE AT PLATA, 50 FEET NORTHEAST OF THE CENTER LINE
 BB0108'OF THE ROAD, IN THE CENTER OF A TRIANGLE, WITH A TRACK ROAD LEADING
 BB0108'EAST, 102 YARDS WEST-SOUTHWEST OF A ROW OF POWER POLES, 1 FOOT
 BB0108'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BB0108'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0163 ***********************************************************************
 BQ0163  DESIGNATION -  B 738
 BQ0163  PID         -  BQ0163
 BQ0163  STATE/COUNTY-  TX/PRESIDIO
 BQ0163  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0163
 BQ0163                         *CURRENT SURVEY CONTROL
 BQ0163  ___________________________________________________________________
 BQ0163* NAD 83(1986)-  30 10 44.     (N)    104 03 00.     (W)     SCALED    
 BQ0163* NAVD 88     -      1358.925  (meters)    4458.41   (feet)  ADJUSTED  
 BQ0163  ___________________________________________________________________
 BQ0163  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 BQ0163  DYNAMIC HT  -        1356.666 (meters)    4450.99  (feet)  COMP
 BQ0163  MODELED GRAV-     978,932.1   (mgal)                       NAVD 88
 BQ0163
 BQ0163  VERT ORDER  -  SECOND    CLASS 0
 BQ0163
 BQ0163.The horizontal coordinates were scaled from a topographic map and have
 BQ0163.an estimated accuracy of +/- 6 seconds.
 BQ0163
 BQ0163.The orthometric height was determined by differential leveling
 BQ0163.and adjusted by the National Geodetic Survey in June 1991..
 BQ0163
 BQ0163.The geoid height was determined by GEOID03.
 BQ0163
 BQ0163.The dynamic height is computed by dividing the NAVD 88
 BQ0163.geopotential number by the normal gravity value computed on the
 BQ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0163.degrees latitude (g = 980.6199 gals.).
 BQ0163
 BQ0163.The modeled gravity was interpolated from observed gravity values.
 BQ0163
 BQ0163;                    North         East    Units  Estimated Accuracy
 BQ0163;SPC TXSC     - 4,270,460.      113,790.      MT  (+/- 180 meters Scaled)
 BQ0163
 BQ0163                          SUPERSEDED SURVEY CONTROL
 BQ0163
 BQ0163  NGVD 29 (??/??/92) 1358.452  (m)         4456.85   (f) ADJ UNCH    2 0
 BQ0163
 BQ0163.Superseded values are not recommended for survey control.
 BQ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0163.See file dsdata.txt to determine how the superseded data were derived.
 BQ0163
 BQ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP914389(NAD 83)
 BQ0163_MARKER: DB = BENCH MARK DISK
 BQ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0163_STAMPING: B 738 1943
 BQ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0163+STABILITY: SURFACE MOTION
 BQ0163
 BQ0163  HISTORY     - Date     Condition        Report By
 BQ0163  HISTORY     - 1943     MONUMENTED       CGS
 BQ0163  HISTORY     - 1958     MARK NOT FOUND   NGS
 BQ0163
 BQ0163                          STATION DESCRIPTION
 BQ0163
 BQ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0163'10.0 MI SW FROM MARFA.
 BQ0163'ABOUT 7 MILES SOUTHWEST ALONG HIGHWAY 67 FROM MARFA AND 3 MILES
 BQ0163'SOUTHEAST ALONG THE MARFA-LAJITAS ROAD, 200 FEET NORTH OF A CULVERT
 BQ0163'OVER A WASH, ON THE EAST SIDE OF THE ROAD, 1 1/2 FEET SOUTH OF A WHITE
 BQ0163'REFERENCE POST, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, AND IS A
 BQ0163'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 BQ0163'FOOT.
 BQ0163
 BQ0163                          STATION RECOVERY (1958)
 BQ0163
 BQ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BQ0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0198 ***********************************************************************
 BB0198  DESIGNATION -  B 739
 BB0198  PID         -  BB0198
 BB0198  STATE/COUNTY-  TX/PRESIDIO
 BB0198  USGS QUAD   -  ADOBES (1979)
 BB0198
 BB0198                         *CURRENT SURVEY CONTROL
 BB0198  ___________________________________________________________________
 BB0198* NAD 83(1986)-  29 51 24.     (N)    104 37 15.     (W)     SCALED    
 BB0198* NAVD 88     -       834.030  (meters)    2736.31   (feet)  POSTED    
 BB0198  ___________________________________________________________________
 BB0198  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BB0198  DYNAMIC HT  -         832.670 (meters)    2731.85  (feet)  COMP
 BB0198  MODELED GRAV-     978,988.3   (mgal)                       NAVD 88
 BB0198
 BB0198  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0198
 BB0198.The horizontal coordinates were scaled from a topographic map and have
 BB0198.an estimated accuracy of +/- 6 seconds.
 BB0198
 BB0198.The orthometric height was determined by differential leveling
 BB0198.and adjusted by the National Geodetic Survey in 1992..
 BB0198.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0198.rate of 1.1 thru 2.0 mm/km.
 BB0198
 BB0198.The geoid height was determined by GEOID03.
 BB0198
 BB0198.The dynamic height is computed by dividing the NAVD 88
 BB0198.geopotential number by the normal gravity value computed on the
 BB0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0198.degrees latitude (g = 980.6199 gals.).
 BB0198
 BB0198.The modeled gravity was interpolated from observed gravity values.
 BB0198
 BB0198;                    North         East    Units  Estimated Accuracy
 BB0198;SPC TXSC     - 4,237,290.       57,150.      MT  (+/- 180 meters Scaled)
 BB0198
 BB0198                          SUPERSEDED SURVEY CONTROL
 BB0198
 BB0198  NGVD 29 (??/??/92)  833.571  (m)         2734.81   (f) ADJ UNCH    2 0
 BB0198
 BB0198.Superseded values are not recommended for survey control.
 BB0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0198.See file dsdata.txt to determine how the superseded data were derived.
 BB0198
 BB0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP366029(NAD 83)
 BB0198_MARKER: DB = BENCH MARK DISK
 BB0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0198_STAMPING: B 739 1943
 BB0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0198+STABILITY: SURFACE MOTION
 BB0198
 BB0198  HISTORY     - Date     Condition        Report By
 BB0198  HISTORY     - 1943     MONUMENTED       CGS
 BB0198
 BB0198                          STATION DESCRIPTION
 BB0198
 BB0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0198'10.5 MI SE FROM RUIDOSA.
 BB0198'THIS MARK IS 10.5 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0198'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, 0.7 MILE SOUTHEAST OF 4
 BB0198'ADOBES, 2.0 FEET NORTHEAST OF A FENCE RUNNING PARALLEL WITH THE ROAD,
 BB0198'22.2 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2.0 FEET NORTHWEST
 BB0198'OF A WHITE REFERENCE POST, PROJECTING 6-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0626 ***********************************************************************
 CA0626  DESIGNATION -  B 74
 CA0626  PID         -  CA0626
 CA0626  STATE/COUNTY-  TX/COLEMAN
 CA0626  USGS QUAD   -  NOVICE EAST (1987)
 CA0626
 CA0626                         *CURRENT SURVEY CONTROL
 CA0626  ___________________________________________________________________
 CA0626* NAD 83(1986)-  31 56 03.     (N)    099 31 36.     (W)     SCALED    
 CA0626* NAVD 88     -       600.223  (meters)    1969.23   (feet)  POSTED    
 CA0626  ___________________________________________________________________
 CA0626  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CA0626  DYNAMIC HT  -         599.430 (meters)    1966.63  (feet)  COMP
 CA0626  MODELED GRAV-     979,298.0   (mgal)                       NAVD 88
 CA0626
 CA0626  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0626
 CA0626.The horizontal coordinates were scaled from a topographic map and have
 CA0626.an estimated accuracy of +/- 6 seconds.
 CA0626
 CA0626.The orthometric height was determined by differential leveling
 CA0626.and adjusted by the National Geodetic Survey in 1992..
 CA0626.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0626.rate of 0.0 thru 1.0 mm/km.
 CA0626
 CA0626.The geoid height was determined by GEOID03.
 CA0626
 CA0626.The dynamic height is computed by dividing the NAVD 88
 CA0626.geopotential number by the normal gravity value computed on the
 CA0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0626.degrees latitude (g = 980.6199 gals.).
 CA0626
 CA0626.The modeled gravity was interpolated from observed gravity values.
 CA0626
 CA0626;                    North         East    Units  Estimated Accuracy
 CA0626;SPC TX C     - 3,251,650.      776,280.      MT  (+/- 180 meters Scaled)
 CA0626
 CA0626                          SUPERSEDED SURVEY CONTROL
 CA0626
 CA0626  NGVD 29 (??/??/92)  600.078  (m)         1968.76   (f) ADJ UNCH    1 2
 CA0626
 CA0626.Superseded values are not recommended for survey control.
 CA0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0626.See file dsdata.txt to determine how the superseded data were derived.
 CA0626
 CA0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA502332(NAD 83)
 CA0626_MARKER: DB = BENCH MARK DISK
 CA0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0626_STAMPING: 1968.756 B 74 1931
 CA0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0626+STABILITY: SURFACE MOTION
 CA0626
 CA0626  HISTORY     - Date     Condition        Report By
 CA0626  HISTORY     - 1931     MONUMENTED       CGS
 CA0626  HISTORY     - 1935     GOOD             NGS
 CA0626  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0626
 CA0626                          STATION DESCRIPTION
 CA0626
 CA0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0626'2.1 MI SE FROM SILVER VALLEY.
 CA0626'2.1 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0626'SILVER VALLEY, COLEMAN COUNTY, 2-1/2 POLES EAST OF MILEPOST 389 AT A
 CA0626'ROAD CROSSING, 60 FEET EAST OF THE TRACK, AND 15 FEET NORTH OF THE
 CA0626'ROAD.  A STANDARD DISK, STAMPED 1968.756 B 74 1931 AND SET IN THE TOP
 CA0626'OF A CONCRETE POST.
 CA0626
 CA0626                          STATION RECOVERY (1935)
 CA0626
 CA0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0626'RECOVERED IN GOOD CONDITION.
 CA0626
 CA0626                          STATION RECOVERY (1982)
 CA0626
 CA0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0271 ***********************************************************************
 BA0271  DESIGNATION -  B 740
 BA0271  PID         -  BA0271
 BA0271  STATE/COUNTY-  TX/BREWSTER
 BA0271  USGS QUAD   -  BUCK HILL (1983)
 BA0271
 BA0271                         *CURRENT SURVEY CONTROL
 BA0271  ___________________________________________________________________
 BA0271* NAD 83(1986)-  29 47 46.     (N)    103 30 36.     (W)     SCALED    
 BA0271* NAVD 88     -      1123.583  (meters)    3686.29   (feet)  ADJUSTED  
 BA0271  ___________________________________________________________________
 BA0271  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 BA0271  DYNAMIC HT  -        1121.753 (meters)    3680.28  (feet)  COMP
 BA0271  MODELED GRAV-     978,975.5   (mgal)                       NAVD 88
 BA0271
 BA0271  VERT ORDER  -  SECOND    CLASS 0
 BA0271
 BA0271.The horizontal coordinates were scaled from a topographic map and have
 BA0271.an estimated accuracy of +/- 6 seconds.
 BA0271
 BA0271.The orthometric height was determined by differential leveling
 BA0271.and adjusted by the National Geodetic Survey in June 1991..
 BA0271
 BA0271.The geoid height was determined by GEOID03.
 BA0271
 BA0271.The dynamic height is computed by dividing the NAVD 88
 BA0271.geopotential number by the normal gravity value computed on the
 BA0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0271.degrees latitude (g = 980.6199 gals.).
 BA0271
 BA0271.The modeled gravity was interpolated from observed gravity values.
 BA0271
 BA0271;                    North         East    Units  Estimated Accuracy
 BA0271;SPC TXSC     - 4,225,940.      164,110.      MT  (+/- 180 meters Scaled)
 BA0271
 BA0271                          SUPERSEDED SURVEY CONTROL
 BA0271
 BA0271  NGVD 29 (??/??/92) 1123.146  (m)         3684.85   (f) ADJ UNCH    2 0
 BA0271
 BA0271.Superseded values are not recommended for survey control.
 BA0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0271.See file dsdata.txt to determine how the superseded data were derived.
 BA0271
 BA0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN440971(NAD 83)
 BA0271_MARKER: DB = BENCH MARK DISK
 BA0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0271_STAMPING: B 740 1943
 BA0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0271+STABILITY: SURFACE MOTION
 BA0271
 BA0271  HISTORY     - Date     Condition        Report By
 BA0271  HISTORY     - 1943     MONUMENTED       CGS
 BA0271  HISTORY     - 1958     GOOD             NGS
 BA0271
 BA0271                          STATION DESCRIPTION
 BA0271
 BA0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0271'46.7 MI S FROM ALPINE.
 BA0271'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0271'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0271'118, THENCE ABOUT 4.05 MILES EAST ALONG A GRADED DIRT ROAD LEADING TO
 BA0271'THE A.M. POTTER RANCH.  12 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BA0271'ABOUT 0.3 MILE WEST OF A CATTLE GUARD, 2 1/2 FEET NORTH OF A WOVEN
 BA0271'WIRE FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN
 BA0271'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0322 ***********************************************************************
 BP0322  DESIGNATION -  B 741
 BP0322  PID         -  BP0322
 BP0322  STATE/COUNTY-  TX/BREWSTER
 BP0322  USGS QUAD   -  SIMPSON SPRINGS MOUNTAIN (1983)
 BP0322
 BP0322                         *CURRENT SURVEY CONTROL
 BP0322  ___________________________________________________________________
 BP0322* NAD 83(1986)-  30 01 26.     (N)    103 16 04.     (W)     SCALED    
 BP0322* NAVD 88     -      1096.554  (meters)    3597.61   (feet)  ADJUSTED  
 BP0322  ___________________________________________________________________
 BP0322  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BP0322  DYNAMIC HT  -        1094.780 (meters)    3591.79  (feet)  COMP
 BP0322  MODELED GRAV-     978,986.9   (mgal)                       NAVD 88
 BP0322
 BP0322  VERT ORDER  -  SECOND    CLASS 0
 BP0322
 BP0322.The horizontal coordinates were scaled from a topographic map and have
 BP0322.an estimated accuracy of +/- 6 seconds.
 BP0322
 BP0322.The orthometric height was determined by differential leveling
 BP0322.and adjusted by the National Geodetic Survey in June 1991..
 BP0322
 BP0322.The geoid height was determined by GEOID03.
 BP0322
 BP0322.The dynamic height is computed by dividing the NAVD 88
 BP0322.geopotential number by the normal gravity value computed on the
 BP0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0322.degrees latitude (g = 980.6199 gals.).
 BP0322
 BP0322.The modeled gravity was interpolated from observed gravity values.
 BP0322
 BP0322;                    North         East    Units  Estimated Accuracy
 BP0322;SPC TXSC     - 4,250,290.      188,440.      MT  (+/- 180 meters Scaled)
 BP0322
 BP0322                          SUPERSEDED SURVEY CONTROL
 BP0322
 BP0322  NGVD 29 (??/??/92) 1096.160  (m)         3596.32   (f) ADJ UNCH    2 0
 BP0322
 BP0322.Superseded values are not recommended for survey control.
 BP0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0322.See file dsdata.txt to determine how the superseded data were derived.
 BP0322
 BP0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP670226(NAD 83)
 BP0322_MARKER: DB = BENCH MARK DISK
 BP0322_SETTING: 66 = SET IN ROCK OUTCROP
 BP0322_SP_SET: BEDROCK
 BP0322_STAMPING: B 741 1943
 BP0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0322+STABILITY: POSITION/ELEVATION WELL
 BP0322
 BP0322  HISTORY     - Date     Condition        Report By
 BP0322  HISTORY     - 1943     MONUMENTED       CGS
 BP0322  HISTORY     - 1966     GOOD             NGS
 BP0322  HISTORY     - 1976     MARK NOT FOUND   USGS
 BP0322  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0322
 BP0322                          STATION DESCRIPTION
 BP0322
 BP0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0322'13.35 MI S FROM MARATHON.
 BP0322'ABOUT 0.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0322'THE STATION AT MARATHON, THENCE 8.85 MILES SOUTH ALONG U. S. HIGHWAY
 BP0322'385, THENCE 4.05 MILES SOUTHEAST ALONG THE OLD ROAD GRADE, IN THE TOP
 BP0322'OF POOR CALICHE BEDROCK, IN THE BOTTOM OF A VERY SMALL WASH, 0.55
 BP0322'MILES NORTH OF A FENCE ACROSS THE ROAD, 58 FEET WEST OF A FENCE ON THE
 BP0322'EAST SIDE OF THE ROAD, 42 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 BP0322'2 FEET BELOW THE LEVEL OF THE ROAD.
 BP0322
 BP0322                          STATION RECOVERY (1976)
 BP0322
 BP0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BP0322'MARK NOT FOUND.
 BP0322
 BP0322                          STATION RECOVERY (2001)
 BP0322
 BP0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0322'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0170 ***********************************************************************
 BA0170  DESIGNATION -  B 742
 BA0170  PID         -  BA0170
 BA0170  STATE/COUNTY-  TX/BREWSTER
 BA0170  USGS QUAD   -  ROYS PEAK (1971)
 BA0170
 BA0170                         *CURRENT SURVEY CONTROL
 BA0170  ___________________________________________________________________
 BA0170* NAD 83(1986)-  29 15 38.     (N)    103 06 53.     (W)     SCALED    
 BA0170* NAVD 88     -       841.610  (meters)    2761.18   (feet)  ADJUSTED  
 BA0170  ___________________________________________________________________
 BA0170  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 BA0170  DYNAMIC HT  -         840.249 (meters)    2756.72  (feet)  COMP
 BA0170  MODELED GRAV-     978,998.7   (mgal)                       NAVD 88
 BA0170
 BA0170  VERT ORDER  -  FIRST     CLASS II
 BA0170
 BA0170.The horizontal coordinates were scaled from a topographic map and have
 BA0170.an estimated accuracy of +/- 6 seconds.
 BA0170
 BA0170.The orthometric height was determined by differential leveling
 BA0170.and adjusted by the National Geodetic Survey in June 1991..
 BA0170
 BA0170.The geoid height was determined by GEOID03.
 BA0170
 BA0170.The dynamic height is computed by dividing the NAVD 88
 BA0170.geopotential number by the normal gravity value computed on the
 BA0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0170.degrees latitude (g = 980.6199 gals.).
 BA0170
 BA0170.The modeled gravity was interpolated from observed gravity values.
 BA0170
 BA0170;                    North         East    Units  Estimated Accuracy
 BA0170;SPC TXSC     - 4,165,210.      200,210.      MT  (+/- 180 meters Scaled)
 BA0170
 BA0170                          SUPERSEDED SURVEY CONTROL
 BA0170
 BA0170  NGVD 29 (??/??/92)  841.232  (m)         2759.94   (f) ADJ UNCH    1 2
 BA0170
 BA0170.Superseded values are not recommended for survey control.
 BA0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0170.See file dsdata.txt to determine how the superseded data were derived.
 BA0170
 BA0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN831383(NAD 83)
 BA0170_MARKER: DB = BENCH MARK DISK
 BA0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0170_STAMPING: B 742 1943
 BA0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0170+STABILITY: SURFACE MOTION
 BA0170
 BA0170  HISTORY     - Date     Condition        Report By
 BA0170  HISTORY     - 1943     MONUMENTED       CGS
 BA0170  HISTORY     - 1958     GOOD             NGS
 BA0170  HISTORY     - 20030422 GOOD             USPSQD
 BA0170
 BA0170                          STATION DESCRIPTION
 BA0170
 BA0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0170'7.25 MI SE FROM PARK HEADQUARTERS.
 BA0170'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0170'BUILDING, THENCE 6.75 MILES SOUTHEAST ALONG A PAVED ROAD.  49 FEET
 BA0170'SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A WHITE WOODEN
 BA0170'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 BA0170'POST PROJECTING 4 INCHES.
 BA0170
 BA0170                          STATION RECOVERY (2003)
 BA0170
 BA0170'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0024 ***********************************************************************
 BA0024  DESIGNATION -  B 743
 BA0024  PID         -  BA0024
 BA0024  STATE/COUNTY-  TX/BREWSTER
 BA0024  USGS QUAD   -  SAN FRANCISCO SHUTUP (1983)
 BA0024
 BA0024                         *CURRENT SURVEY CONTROL
 BA0024  ___________________________________________________________________
 BA0024* NAD 83(1986)-  29 56 35.     (N)    102 43 10.     (W)     SCALED    
 BA0024* NAVD 88     -       811.847  (meters)    2663.53   (feet)  ADJUSTED  
 BA0024  ___________________________________________________________________
 BA0024  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 BA0024  DYNAMIC HT  -         810.591 (meters)    2659.41  (feet)  COMP
 BA0024  MODELED GRAV-     979,068.2   (mgal)                       NAVD 88
 BA0024
 BA0024  VERT ORDER  -  FIRST     CLASS II
 BA0024
 BA0024.The horizontal coordinates were scaled from a topographic map and have
 BA0024.an estimated accuracy of +/- 6 seconds.
 BA0024
 BA0024.The orthometric height was determined by differential leveling
 BA0024.and adjusted by the National Geodetic Survey in June 1991..
 BA0024
 BA0024.The geoid height was determined by GEOID03.
 BA0024
 BA0024.The dynamic height is computed by dividing the NAVD 88
 BA0024.geopotential number by the normal gravity value computed on the
 BA0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0024.degrees latitude (g = 980.6199 gals.).
 BA0024
 BA0024.The modeled gravity was interpolated from observed gravity values.
 BA0024
 BA0024;                    North         East    Units  Estimated Accuracy
 BA0024;SPC TXSC     - 4,239,530.      241,010.      MT  (+/- 180 meters Scaled)
 BA0024
 BA0024                          SUPERSEDED SURVEY CONTROL
 BA0024
 BA0024  NGVD 29 (??/??/92)  811.559  (m)         2662.59   (f) ADJ UNCH    1 2
 BA0024
 BA0024.Superseded values are not recommended for survey control.
 BA0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0024.See file dsdata.txt to determine how the superseded data were derived.
 BA0024
 BA0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP201146(NAD 83)
 BA0024_MARKER: DB = BENCH MARK DISK
 BA0024_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0024_SP_SET: UNSPEC ROCK
 BA0024_STAMPING: B 743 1943
 BA0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0024
 BA0024  HISTORY     - Date     Condition        Report By
 BA0024  HISTORY     - 1943     MONUMENTED       CGS
 BA0024  HISTORY     - 1958     GOOD             NGS
 BA0024
 BA0024                          STATION DESCRIPTION
 BA0024
 BA0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0024'1.95 MI SW FROM SLAUGHTER RANCH HDQ.
 BA0024'ABOUT 1.95 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE SLAUGHTER RANCH
 BA0024'HDQ., IN THE TOP OF A LIMESTONE ROCK PROJECTING 6 INCHES, 15 FEET
 BA0024'WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, AT THE FOOT OF THE EAST
 BA0024'SIDE OF A ROCKY BANK, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST,
 BA0024'ABOUT 0.15 MILE SOUTHWEST OF THE CROSSING OF A WASH, AND ABOUT LEVEL
 BA0024'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0077 ***********************************************************************
 BB0077  DESIGNATION -  B 744
 BB0077  PID         -  BB0077
 BB0077  STATE/COUNTY-  TX/PRESIDIO
 BB0077  USGS QUAD   -  CERRO REDONDO (1983)
 BB0077
 BB0077                         *CURRENT SURVEY CONTROL
 BB0077  ___________________________________________________________________
 BB0077* NAD 83(1986)-  29 33 02.     (N)    104 11 53.     (W)     SCALED    
 BB0077* NAVD 88     -       883.258  (meters)    2897.82   (feet)  ADJUSTED  
 BB0077  ___________________________________________________________________
 BB0077  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BB0077  DYNAMIC HT  -         881.818 (meters)    2893.10  (feet)  COMP
 BB0077  MODELED GRAV-     978,983.8   (mgal)                       NAVD 88
 BB0077
 BB0077  VERT ORDER  -  FIRST     CLASS II
 BB0077
 BB0077.The horizontal coordinates were scaled from a topographic map and have
 BB0077.an estimated accuracy of +/- 6 seconds.
 BB0077
 BB0077.The orthometric height was determined by differential leveling
 BB0077.and adjusted by the National Geodetic Survey in June 1991..
 BB0077
 BB0077.The geoid height was determined by GEOID03.
 BB0077
 BB0077.The dynamic height is computed by dividing the NAVD 88
 BB0077.geopotential number by the normal gravity value computed on the
 BB0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0077.degrees latitude (g = 980.6199 gals.).
 BB0077
 BB0077.The modeled gravity was interpolated from observed gravity values.
 BB0077
 BB0077;                    North         East    Units  Estimated Accuracy
 BB0077;SPC TXSC     - 4,201,510.       96,450.      MT  (+/- 180 meters Scaled)
 BB0077
 BB0077                          SUPERSEDED SURVEY CONTROL
 BB0077
 BB0077  NGVD 29 (??/??/92)  882.938  (m)         2896.77   (f) ADJ UNCH    1 2
 BB0077
 BB0077.Superseded values are not recommended for survey control.
 BB0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0077.See file dsdata.txt to determine how the superseded data were derived.
 BB0077
 BB0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN776692(NAD 83)
 BB0077_MARKER: DB = BENCH MARK DISK
 BB0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0077_STAMPING: B 744 1943
 BB0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0077+STABILITY: SURFACE MOTION
 BB0077
 BB0077  HISTORY     - Date     Condition        Report By
 BB0077  HISTORY     - 1943     MONUMENTED       CGS
 BB0077  HISTORY     - 1958     GOOD             NGS
 BB0077
 BB0077                          STATION DESCRIPTION
 BB0077
 BB0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0077'15.55 MI E FROM PRESIDIO.
 BB0077'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0077'PRESIDIO, THENCE 5.85 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BB0077'2.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 16 FEET SOUTHEAST OF THE
 BB0077'CENTER LINE OF THE ROAD, 183 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT
 BB0077'0.3 MILE NORTH OF THE CROSSING OF TORNEROS CREEK, 2 FEET NORTHEAST OF
 BB0077'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 BB0077'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0091 ***********************************************************************
 BA0091  DESIGNATION -  B 745
 BA0091  PID         -  BA0091
 BA0091  STATE/COUNTY-  TX/BREWSTER
 BA0091  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0091
 BA0091                         *CURRENT SURVEY CONTROL
 BA0091  ___________________________________________________________________
 BA0091* NAD 83(1986)-  29 38 50.     (N)    103 10 44.     (W)     SCALED    
 BA0091* NAVD 88     -       832.514  (meters)    2731.34   (feet)  ADJUSTED  
 BA0091  ___________________________________________________________________
 BA0091  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BA0091  DYNAMIC HT  -         831.194 (meters)    2727.01  (feet)  COMP
 BA0091  MODELED GRAV-     979,029.8   (mgal)                       NAVD 88
 BA0091
 BA0091  VERT ORDER  -  SECOND    CLASS 0
 BA0091
 BA0091.The horizontal coordinates were scaled from a topographic map and have
 BA0091.an estimated accuracy of +/- 6 seconds.
 BA0091
 BA0091.The orthometric height was determined by differential leveling
 BA0091.and adjusted by the National Geodetic Survey in June 1991..
 BA0091
 BA0091.The geoid height was determined by GEOID03.
 BA0091
 BA0091.The dynamic height is computed by dividing the NAVD 88
 BA0091.geopotential number by the normal gravity value computed on the
 BA0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0091.degrees latitude (g = 980.6199 gals.).
 BA0091
 BA0091.The modeled gravity was interpolated from observed gravity values.
 BA0091
 BA0091;                    North         East    Units  Estimated Accuracy
 BA0091;SPC TXSC     - 4,208,260.      195,510.      MT  (+/- 180 meters Scaled)
 BA0091
 BA0091                          SUPERSEDED SURVEY CONTROL
 BA0091
 BA0091  NGVD 29 (??/??/92)  832.168  (m)         2730.20   (f) ADJ UNCH    2 0
 BA0091
 BA0091.Superseded values are not recommended for survey control.
 BA0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0091.See file dsdata.txt to determine how the superseded data were derived.
 BA0091
 BA0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN762810(NAD 83)
 BA0091_MARKER: DB = BENCH MARK DISK
 BA0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0091_STAMPING: B 745 1943
 BA0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0091+STABILITY: SURFACE MOTION
 BA0091
 BA0091  HISTORY     - Date     Condition        Report By
 BA0091  HISTORY     - 1943     MONUMENTED       CGS
 BA0091  HISTORY     - 1958     GOOD             NGS
 BA0091  HISTORY     - 1967     GOOD             USGS
 BA0091  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0091
 BA0091                          STATION DESCRIPTION
 BA0091
 BA0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0091'1.6 MI S FROM PERSIMMON GAP.
 BA0091'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM THE TOP OF PERSIMMON
 BA0091'GAP, THENCE ABOUT 0.4 MILE SOUTHWEST ALONG A VERY DIM TRACK ROAD. 55
 BA0091'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, AT THE SOUTH END
 BA0091'OF A LONG CURVE AROUND THE WEST SIDE OF A LONG HILL, ABOUT 0.1 MILE
 BA0091'NORTHEAST OF A GATE IN THE FENCE, EAST AND ON THE OUTSIDE OF A SHARP
 BA0091'CURVE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 BA0091'OF A CONCRETE POST PROJECTING 7 INCHES.
 BA0091
 BA0091                          STATION RECOVERY (1967)
 BA0091
 BA0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BA0091'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 385 FROM THE TOP OF
 BA0091'PERSIMMON GAP, THENCE 0.4 MILES SOUTHWEST ALONG A VERY DIM TRACK
 BA0091'ROAD, 55 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD, AT THE
 BA0091'SOUTH END OF A LONG CURVE AROUND THE WEST SIDE OF A LONG HILL, 0.1
 BA0091'MILES NORTHEAST OF A GATE IN A FENCE, EAST END ON THE THE OUTSIDE OF
 BA0091'A SHARP CURVE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 BA0091'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BA0091
 BA0091                          STATION RECOVERY (2001)
 BA0091
 BA0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0091'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0145 ***********************************************************************
 BA0145  DESIGNATION -  B 746
 BA0145  PID         -  BA0145
 BA0145  STATE/COUNTY-  TX/BREWSTER
 BA0145  USGS QUAD   -  GLENN SPRING (1971)
 BA0145
 BA0145                         *CURRENT SURVEY CONTROL
 BA0145  ___________________________________________________________________
 BA0145* NAD 83(1986)-  29 08 37.     (N)    103 11 26.     (W)     SCALED    
 BA0145* NAVD 88     -       782.818  (meters)    2568.30   (feet)  ADJUSTED  
 BA0145  ___________________________________________________________________
 BA0145  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 BA0145  DYNAMIC HT  -         781.554 (meters)    2564.15  (feet)  COMP
 BA0145  MODELED GRAV-     979,002.7   (mgal)                       NAVD 88
 BA0145
 BA0145  VERT ORDER  -  FIRST     CLASS II
 BA0145
 BA0145.The horizontal coordinates were scaled from a topographic map and have
 BA0145.an estimated accuracy of +/- 6 seconds.
 BA0145
 BA0145.The orthometric height was determined by differential leveling
 BA0145.and adjusted by the National Geodetic Survey in June 1991..
 BA0145
 BA0145.The geoid height was determined by GEOID03.
 BA0145
 BA0145.The dynamic height is computed by dividing the NAVD 88
 BA0145.geopotential number by the normal gravity value computed on the
 BA0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0145.degrees latitude (g = 980.6199 gals.).
 BA0145
 BA0145.The modeled gravity was interpolated from observed gravity values.
 BA0145
 BA0145;                    North         East    Units  Estimated Accuracy
 BA0145;SPC TXSC     - 4,152,520.      192,380.      MT  (+/- 180 meters Scaled)
 BA0145
 BA0145                          SUPERSEDED SURVEY CONTROL
 BA0145
 BA0145  NGVD 29 (??/??/92)  782.428  (m)         2567.02   (f) ADJ UNCH    1 2
 BA0145
 BA0145.Superseded values are not recommended for survey control.
 BA0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0145.See file dsdata.txt to determine how the superseded data were derived.
 BA0145
 BA0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN760252(NAD 83)
 BA0145_MARKER: DB = BENCH MARK DISK
 BA0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0145_STAMPING: B 746 1943
 BA0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0145+STABILITY: SURFACE MOTION
 BA0145
 BA0145  HISTORY     - Date     Condition        Report By
 BA0145  HISTORY     - 1943     MONUMENTED       CGS
 BA0145  HISTORY     - 1967     GOOD             NGS
 BA0145
 BA0145                          STATION DESCRIPTION
 BA0145
 BA0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0145'32.5 MI S FROM PARK HEADQUARTERS.
 BA0145'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0145'BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.6
 BA0145'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 12.15 MILES WEST
 BA0145'ALONG A DIRT ROAD, THENCE 3.85 MILES SOUTHWEST ALONG A DIRT ROAD, 46
 BA0145'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 0.1 MILES NORTHEAST OF A
 BA0145'LARGE ROCKY CUT, 0.15 MILES SOUTHWEST OF A DRAW, 1.0 MILES NORTHEAST
 BA0145'OF B. M. C 746, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2
 BA0145'FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0145'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0284 ***********************************************************************
 BP0284  DESIGNATION -  B 747
 BP0284  PID         -  BP0284
 BP0284  STATE/COUNTY-  TX/BREWSTER
 BP0284  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0284
 BP0284                         *CURRENT SURVEY CONTROL
 BP0284  ___________________________________________________________________
 BP0284* NAD 83(1986)-  30 12 45.     (N)    103 16 44.     (W)     SCALED    
 BP0284* NAVD 88     -      1241.375  (meters)    4072.74   (feet)  ADJUSTED  
 BP0284  ___________________________________________________________________
 BP0284  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BP0284  DYNAMIC HT  -        1239.341 (meters)    4066.07  (feet)  COMP
 BP0284  MODELED GRAV-     978,961.0   (mgal)                       NAVD 88
 BP0284
 BP0284  VERT ORDER  -  FIRST     CLASS II
 BP0284
 BP0284.The horizontal coordinates were scaled from a topographic map and have
 BP0284.an estimated accuracy of +/- 6 seconds.
 BP0284
 BP0284.The orthometric height was determined by differential leveling
 BP0284.and adjusted by the National Geodetic Survey in June 1991..
 BP0284
 BP0284.The geoid height was determined by GEOID03.
 BP0284
 BP0284.The dynamic height is computed by dividing the NAVD 88
 BP0284.geopotential number by the normal gravity value computed on the
 BP0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0284.degrees latitude (g = 980.6199 gals.).
 BP0284
 BP0284.The modeled gravity was interpolated from observed gravity values.
 BP0284
 BP0284;                    North         East    Units  Estimated Accuracy
 BP0284;SPC TXSC     - 4,271,220.      188,130.      MT  (+/- 180 meters Scaled)
 BP0284
 BP0284                          SUPERSEDED SURVEY CONTROL
 BP0284
 BP0284  NGVD 29 (??/??/92) 1240.947  (m)         4071.34   (f) ADJ UNCH    1 2
 BP0284
 BP0284.Superseded values are not recommended for survey control.
 BP0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0284.See file dsdata.txt to determine how the superseded data were derived.
 BP0284
 BP0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP656435(NAD 83)
 BP0284_MARKER: DB = BENCH MARK DISK
 BP0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0284_SP_SET: SEMAPHORE
 BP0284_STAMPING: B 747 1943
 BP0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0284
 BP0284  HISTORY     - Date     Condition        Report By
 BP0284  HISTORY     - 1943     MONUMENTED       CGS
 BP0284  HISTORY     - 1957     GOOD             NGS
 BP0284  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0284  HISTORY     - 1976     MARK NOT FOUND   USGS
 BP0284  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0284
 BP0284                          STATION DESCRIPTION
 BP0284
 BP0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0284'1.95 MI W FROM MARATHON.
 BP0284'ABOUT 1.95 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0284'THE STATION AT MARATHON, 102 1/2 FEET NORTHEAST OF AND ACROSS THE
 BP0284'TRACK FROM THE 1ST POLE EAST OF MILEPOST 578, IN THE TOP OF THE WEST
 BP0284'END OF AN ABANDONED CONCRETE FOUNDATION OF A SEMAPHORE, 8 FEET NORTH
 BP0284'OF THE NORTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
 BP0284
 BP0284                          STATION RECOVERY (1966)
 BP0284
 BP0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0284'MARK NOT FOUND.
 BP0284
 BP0284                          STATION RECOVERY (1976)
 BP0284
 BP0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BP0284'MARK NOT FOUND.
 BP0284
 BP0284                          STATION RECOVERY (1981)
 BP0284
 BP0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0284'THE SEMAPHORE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0182 ***********************************************************************
 BA0182  DESIGNATION -  B 748
 BA0182  PID         -  BA0182
 BA0182  STATE/COUNTY-  TX/BREWSTER
 BA0182  USGS QUAD   -  GRAPEVINE HILLS (1971)
 BA0182
 BA0182                         *CURRENT SURVEY CONTROL
 BA0182  ___________________________________________________________________
 BA0182* NAD 83(1986)-  29 24 27.     (N)    103 08 20.     (W)     SCALED    
 BA0182* NAVD 88     -       854.868  (meters)    2804.68   (feet)  ADJUSTED  
 BA0182  ___________________________________________________________________
 BA0182  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 BA0182  DYNAMIC HT  -         853.491 (meters)    2800.16  (feet)  COMP
 BA0182  MODELED GRAV-     979,003.7   (mgal)                       NAVD 88
 BA0182
 BA0182  VERT ORDER  -  FIRST     CLASS II
 BA0182
 BA0182.The horizontal coordinates were scaled from a topographic map and have
 BA0182.an estimated accuracy of +/- 6 seconds.
 BA0182
 BA0182.The orthometric height was determined by differential leveling
 BA0182.and adjusted by the National Geodetic Survey in June 1991..
 BA0182
 BA0182.The geoid height was determined by GEOID03.
 BA0182
 BA0182.The dynamic height is computed by dividing the NAVD 88
 BA0182.geopotential number by the normal gravity value computed on the
 BA0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0182.degrees latitude (g = 980.6199 gals.).
 BA0182
 BA0182.The modeled gravity was interpolated from observed gravity values.
 BA0182
 BA0182;                    North         East    Units  Estimated Accuracy
 BA0182;SPC TXSC     - 4,181,570.      198,440.      MT  (+/- 180 meters Scaled)
 BA0182
 BA0182                          SUPERSEDED SURVEY CONTROL
 BA0182
 BA0182  NGVD 29 (??/??/92)  854.495  (m)         2803.46   (f) ADJ UNCH    1 2
 BA0182
 BA0182.Superseded values are not recommended for survey control.
 BA0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0182.See file dsdata.txt to determine how the superseded data were derived.
 BA0182
 BA0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN805545(NAD 83)
 BA0182_MARKER: DB = BENCH MARK DISK
 BA0182_SETTING: 80 = SET IN A BOULDER
 BA0182_SP_SET: BOULDER
 BA0182_STAMPING: B 748 1943
 BA0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0182+STABILITY: SURFACE MOTION
 BA0182
 BA0182  HISTORY     - Date     Condition        Report By
 BA0182  HISTORY     - 1943     MONUMENTED       CGS
 BA0182  HISTORY     - 1967     GOOD             NGS
 BA0182  HISTORY     - 20010331 GOOD             NGS
 BA0182
 BA0182                          STATION DESCRIPTION
 BA0182
 BA0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0182'7.7 MI NE FROM PARK HEADQUARTERS.
 BA0182'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0182'BUILDING, THENCE 7.2 MILES NORTHEAST ALONG U. S. HIGHWAY 385, IN THE
 BA0182'TOP OF A BOULDER PROJECTING 4 FEET WITH WHITE B. M. PAINTED ON THE
 BA0182'SIDE OF THE BOULDER, 275 FEET SOUTHEAST OF THE CENTERLINE OF THE
 BA0182'HIGHWAY, ON THE OUTSIDE OF A CURVE, 21 FEET SOUTHEAST OF THE
 BA0182'CENTERLINE OF A SMALL WASH, AND 12 FEET BELOW THE LEVEL OF THE
 BA0182'HIGHWAY.
 BA0182
 BA0182                          STATION RECOVERY (2001)
 BA0182
 BA0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0182'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0246 ***********************************************************************
 BA0246  DESIGNATION -  B 749
 BA0246  PID         -  BA0246
 BA0246  STATE/COUNTY-  TX/PRESIDIO
 BA0246  USGS QUAD   -  SAUCEDA RANCH (1971)
 BA0246
 BA0246                         *CURRENT SURVEY CONTROL
 BA0246  ___________________________________________________________________
 BA0246* NAD 83(1986)-  29 29 13.     (N)    103 53 50.     (W)     SCALED    
 BA0246* NAVD 88     -      1324.668  (meters)    4346.01   (feet)  ADJUSTED  
 BA0246  ___________________________________________________________________
 BA0246  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 BA0246  DYNAMIC HT  -        1322.429 (meters)    4338.67  (feet)  COMP
 BA0246  MODELED GRAV-     978,906.3   (mgal)                       NAVD 88
 BA0246
 BA0246  VERT ORDER  -  FIRST     CLASS II
 BA0246
 BA0246.The horizontal coordinates were scaled from a topographic map and have
 BA0246.an estimated accuracy of +/- 6 seconds.
 BA0246
 BA0246.The orthometric height was determined by differential leveling
 BA0246.and adjusted by the National Geodetic Survey in June 1991..
 BA0246
 BA0246.The geoid height was determined by GEOID03.
 BA0246
 BA0246.The dynamic height is computed by dividing the NAVD 88
 BA0246.geopotential number by the normal gravity value computed on the
 BA0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0246.degrees latitude (g = 980.6199 gals.).
 BA0246
 BA0246.The modeled gravity was interpolated from observed gravity values.
 BA0246
 BA0246;                    North         East    Units  Estimated Accuracy
 BA0246;SPC TXSC     - 4,193,210.      125,280.      MT  (+/- 180 meters Scaled)
 BA0246
 BA0246                          SUPERSEDED SURVEY CONTROL
 BA0246
 BA0246  NGVD 29 (??/??/92) 1324.298  (m)         4344.80   (f) ADJ UNCH    1 2
 BA0246
 BA0246.Superseded values are not recommended for survey control.
 BA0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0246.See file dsdata.txt to determine how the superseded data were derived.
 BA0246
 BA0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN069624(NAD 83)
 BA0246_MARKER: DB = BENCH MARK DISK
 BA0246_SETTING: 80 = SET IN A BOULDER
 BA0246_SP_SET: ROCK OUTCROP
 BA0246_STAMPING: B 749 1943
 BA0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0246+STABILITY: SURFACE MOTION
 BA0246
 BA0246  HISTORY     - Date     Condition        Report By
 BA0246  HISTORY     - 1943     MONUMENTED       CGS
 BA0246  HISTORY     - 1971     GOOD             USGS
 BA0246
 BA0246                          STATION DESCRIPTION
 BA0246
 BA0246'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BA0246'4.35 MI E FROM FOWLKES BROS RANCH.
 BA0246'ABOUT 4.35 MILES EAST ALONG A WINDING BLADED ROAD FROM THE BIG BEND
 BA0246'RANCH, IN THE TOP OF A VOLCANIC ROCK OUTCROP PROJECTING 1 FOOT, ABOUT
 BA0246'200 FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT 0.5 MILE SOUTHEAST
 BA0246'OF A FLAT MESA, ON THE TOP OF A SMALL RISE, AND NEAR A CAIRN. A DISK,
 BA0246'STAMPED B 749 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0402 ***********************************************************************
 CA0402  DESIGNATION -  B 75
 CA0402  PID         -  CA0402
 CA0402  STATE/COUNTY-  TX/BROWN
 CA0402  USGS QUAD   -  BROOKESMITH (1978)
 CA0402
 CA0402                         *CURRENT SURVEY CONTROL
 CA0402  ___________________________________________________________________
 CA0402* NAD 83(1986)-  31 35 04.     (N)    099 05 23.     (W)     SCALED    
 CA0402* NAVD 88     -       423.324  (meters)    1388.86   (feet)  POSTED    
 CA0402  ___________________________________________________________________
 CA0402  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CA0402  DYNAMIC HT  -         422.770 (meters)    1387.04  (feet)  COMP
 CA0402  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 CA0402
 CA0402  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CA0402
 CA0402.The horizontal coordinates were scaled from a topographic map and have
 CA0402.an estimated accuracy of +/- 6 seconds.
 CA0402
 CA0402.The orthometric height was determined by differential leveling
 CA0402.and adjusted by the National Geodetic Survey in 1992..
 CA0402.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CA0402.rate of 2.1 thru 3.0 mm/km.
 CA0402
 CA0402.The geoid height was determined by GEOID03.
 CA0402
 CA0402.The dynamic height is computed by dividing the NAVD 88
 CA0402.geopotential number by the normal gravity value computed on the
 CA0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0402.degrees latitude (g = 980.6199 gals.).
 CA0402
 CA0402.The modeled gravity was interpolated from observed gravity values.
 CA0402
 CA0402;                    North         East    Units  Estimated Accuracy
 CA0402;SPC TX C     - 3,213,260.      818,030.      MT  (+/- 180 meters Scaled)
 CA0402
 CA0402                          SUPERSEDED SURVEY CONTROL
 CA0402
 CA0402  NGVD 29 (??/??/92)  423.201  (m)         1388.45   (f) ADJ UNCH    1 2
 CA0402
 CA0402.Superseded values are not recommended for survey control.
 CA0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0402.See file dsdata.txt to determine how the superseded data were derived.
 CA0402
 CA0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV914943(NAD 83)
 CA0402_MARKER: DB = BENCH MARK DISK
 CA0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0402_STAMPING: 1388.452 B 75 1931
 CA0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0402+STABILITY: SURFACE MOTION
 CA0402
 CA0402  HISTORY     - Date     Condition        Report By
 CA0402  HISTORY     - 1931     MONUMENTED       CGS
 CA0402  HISTORY     - 1962     POOR             USGS
 CA0402  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0402
 CA0402                          STATION DESCRIPTION
 CA0402
 CA0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0402'3.0 MI NE FROM BROWNWOOD.
 CA0402'3.0 MILES NORTHEAST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 CA0402'(NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 CA0402'BROOKESMITH, BROWN COUNTY, 10 POLES SOUTH OF MILEPOST 887, AT A ROAD
 CA0402'CROSSING, 25 FEET WEST OF THE TRACK, 25 FEET SOUTH OF THE ROAD, AND
 CA0402'NEAR A FENCE.  A STANDARD DISK, STAMPED 1388.452 B 75 1931 AND SET IN
 CA0402'THE TOP OF A CONCRETE POST.
 CA0402
 CA0402                          STATION RECOVERY (1962)
 CA0402
 CA0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CA0402'MARK RECOVERED IN POOR CONDITION.
 CA0402
 CA0402                          STATION RECOVERY (1982)
 CA0402
 CA0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0212 ***********************************************************************
 BA0212  DESIGNATION -  B 750
 BA0212  PID         -  BA0212
 BA0212  STATE/COUNTY-  TX/BREWSTER
 BA0212  USGS QUAD   -  AMARILLA MOUNTAIN (1971)
 BA0212
 BA0212                         *CURRENT SURVEY CONTROL
 BA0212  ___________________________________________________________________
 BA0212* NAD 83(1986)-  29 18 26.     (N)    103 43 24.     (W)     SCALED    
 BA0212* NAVD 88     -       850.281  (meters)    2789.63   (feet)  POSTED    
 BA0212  ___________________________________________________________________
 BA0212  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BA0212  DYNAMIC HT  -         848.900 (meters)    2785.10  (feet)  COMP
 BA0212  MODELED GRAV-     978,993.3   (mgal)                       NAVD 88
 BA0212
 BA0212  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BA0212
 BA0212.The horizontal coordinates were scaled from a topographic map and have
 BA0212.an estimated accuracy of +/- 6 seconds.
 BA0212
 BA0212.The orthometric height was determined by differential leveling
 BA0212.and adjusted by the National Geodetic Survey in 1992..
 BA0212.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BA0212.rate of 3.1 thru 4.0 mm/km.
 BA0212
 BA0212.The geoid height was determined by GEOID03.
 BA0212
 BA0212.The dynamic height is computed by dividing the NAVD 88
 BA0212.geopotential number by the normal gravity value computed on the
 BA0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0212.degrees latitude (g = 980.6199 gals.).
 BA0212
 BA0212.The modeled gravity was interpolated from observed gravity values.
 BA0212
 BA0212;                    North         East    Units  Estimated Accuracy
 BA0212;SPC TXSC     - 4,172,610.      141,320.      MT  (+/- 180 meters Scaled)
 BA0212
 BA0212                          SUPERSEDED SURVEY CONTROL
 BA0212
 BA0212  NGVD 29 (??/??/92)  849.884  (m)         2788.33   (f) ADJ UNCH    1 2
 BA0212
 BA0212.Superseded values are not recommended for survey control.
 BA0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0212.See file dsdata.txt to determine how the superseded data were derived.
 BA0212
 BA0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN239427(NAD 83)
 BA0212_MARKER: DB = BENCH MARK DISK
 BA0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0212_STAMPING: B 750 1943
 BA0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0212+STABILITY: SURFACE MOTION
 BA0212
 BA0212  HISTORY     - Date     Condition        Report By
 BA0212  HISTORY     - 1943     MONUMENTED       CGS
 BA0212  HISTORY     - 1967     GOOD             NGS
 BA0212  HISTORY     - 20010331 GOOD             NGS
 BA0212
 BA0212                          STATION DESCRIPTION
 BA0212
 BA0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0212'9.4 MI W FROM TERLINGUA.
 BA0212'ABOUT 0.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BA0212'TERLINGUA, THENCE 6.75 MILES SOUTHWEST ALONG FARM ROAD 170, THENCE
 BA0212'2.35 MILES WEST ALONG A GRADED DIRT ROAD, 1 MILE NORTHEAST OF B. M. A
 BA0212'750, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, ON THE EAST SLOPE OF
 BA0212'A HILL, 0.45 MILES WEST OF THE JUNCTION OF A ROAD LEADING NORTH, 1 1/2
 BA0212'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 BA0212'AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BA0212
 BA0212                          STATION RECOVERY (2001)
 BA0212
 BA0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0212'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0065 ***********************************************************************
 AW0065  DESIGNATION -  B 752
 AW0065  PID         -  AW0065
 AW0065  STATE/COUNTY-  TX/BRAZORIA
 AW0065  USGS QUAD   -  DANBURY (1974)
 AW0065
 AW0065                         *CURRENT SURVEY CONTROL
 AW0065  ___________________________________________________________________
 AW0065* NAD 83(1986)-  29 13 07.     (N)    095 19 56.     (W)     SCALED    
 AW0065* NAVD 88     -         7.11   (+/-2cm)      23.3    (feet)  VERTCON   
 AW0065  ___________________________________________________________________
 AW0065  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW0065
 AW0065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0065
 AW0065.The horizontal coordinates were scaled from a topographic map and have
 AW0065.an estimated accuracy of +/- 6 seconds.
 AW0065
 AW0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0065.The vertical order pertains to the NGVD 29 superseded value.
 AW0065
 AW0065.The geoid height was determined by GEOID03.
 AW0065
 AW0065;                    North         East    Units  Estimated Accuracy
 AW0065;SPC TXSC     - 4,159,120.      956,520.      MT  (+/- 180 meters Scaled)
 AW0065
 AW0065                          SUPERSEDED SURVEY CONTROL
 AW0065
 AW0065  NGVD 29 (??/??/92)    7.113  (m)           23.34   (f) ADJ UNCH    2 0
 AW0065
 AW0065.Superseded values are not recommended for survey control.
 AW0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0065.See file dsdata.txt to determine how the superseded data were derived.
 AW0065
 AW0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN732344(NAD 83)
 AW0065_MARKER: DB = BENCH MARK DISK
 AW0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0065_SP_SET: CULVERT
 AW0065_STAMPING: B 752 1942
 AW0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0065+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0065
 AW0065  HISTORY     - Date     Condition        Report By
 AW0065  HISTORY     - 1942     MONUMENTED       CGS
 AW0065  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW0065  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0065  HISTORY     - 20040319 GOOD             USPSQD
 AW0065
 AW0065                          STATION DESCRIPTION
 AW0065
 AW0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0065'1.2 MI SE FROM DANBURY.
 AW0065'1.2 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE MISSOURI PACIFIC
 AW0065'RAILROAD STATION AT DANBURY, 0.2 MILE SOUTHEAST OF A Y-ROAD
 AW0065'INTERSECTION AND A CURVE IN THE ROAD, AT A CONCRETE-BOX CULVERT, IN
 AW0065'THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL, 11 FEET
 AW0065'NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 1.5 FEET HIGHER THAN THE
 AW0065'ROAD.  A STANDARD DISK, STAMPED B 752 1942.
 AW0065
 AW0065                          STATION RECOVERY (1973)
 AW0065
 AW0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0065'MARK NOT FOUND.
 AW0065
 AW0065                          STATION RECOVERY (1978)
 AW0065
 AW0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0065'NOT RECOVERED THIS DATE.
 AW0065
 AW0065                          STATION RECOVERY (2004)
 AW0065
 AW0065'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3977 ***********************************************************************
 AW3977  DESIGNATION -  B 753
 AW3977  PID         -  AW3977
 AW3977  STATE/COUNTY-  TX/BRAZORIA
 AW3977  USGS QUAD   -  MUSTANG BAYOU (1974)
 AW3977
 AW3977                         *CURRENT SURVEY CONTROL
 AW3977  ___________________________________________________________________
 AW3977* NAD 83(1986)-  29 16 10.     (N)    095 08 01.     (W)     SCALED    
 AW3977* NAVD 88     -         4.43   (+/-2cm)      14.5    (feet)  VERTCON   
 AW3977  ___________________________________________________________________
 AW3977  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW3977
 AW3977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3977
 AW3977.The horizontal coordinates were scaled from a topographic map and have
 AW3977.an estimated accuracy of +/- 6 seconds.
 AW3977
 AW3977.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3977.The vertical order pertains to the NGVD 29 superseded value.
 AW3977
 AW3977.The geoid height was determined by GEOID03.
 AW3977
 AW3977;                    North         East    Units  Estimated Accuracy
 AW3977;SPC TXSC     - 4,165,370.      975,640.      MT  (+/- 180 meters Scaled)
 AW3977
 AW3977                          SUPERSEDED SURVEY CONTROL
 AW3977
 AW3977  NGVD 29 (??/??/92)    4.428  (m)           14.53   (f) ADJ UNCH    2 0
 AW3977
 AW3977.Superseded values are not recommended for survey control.
 AW3977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3977.See file dsdata.txt to determine how the superseded data were derived.
 AW3977
 AW3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN927397(NAD 83)
 AW3977_MARKER: DB = BENCH MARK DISK
 AW3977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3977_STAMPING: B 753 1942
 AW3977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3977+STABILITY: SURFACE MOTION
 AW3977
 AW3977  HISTORY     - Date     Condition        Report By
 AW3977  HISTORY     - 1942     MONUMENTED       CGS
 AW3977  HISTORY     - 1959     MARK NOT FOUND   NGS
 AW3977
 AW3977                          STATION DESCRIPTION
 AW3977
 AW3977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3977'8.5 MI S FROM ALTA LOMA.
 AW3977'TO REACH FROM THE POST OFFICE AT ALTA LOMA.  PROCEED SOUTHERLY ON
 AW3977'PAVED AND SHELL ROAD LEADING TO HALLS BAYOU, GO 7.4 MILES TO A BRIDGE
 AW3977'CROSSING THE BAYOU, CROSS BRIDGE AND CONTINUE SOUTHERLY ON SHELL ROAD
 AW3977'1.1 MILES TO A T ROAD INTERSECTION AND SITE OF BENCH MARK.  BENCH MARK
 AW3977'IS ABOUT 0.4 MILE NORTH OF AN OIL WELL RIG, 30.0 FEET WEST OF AND
 AW3977'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE MAIN SHELL ROAD,
 AW3977'24.0 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD AND 3.0 FEET
 AW3977'SOUTH OF A 4 X 4 INCH WOODEN MARKER POST.  A DISK SET IN CONCRETE POST
 AW3977'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3392 ***********************************************************************
 AW3392  DESIGNATION -  B 755
 AW3392  PID         -  AW3392
 AW3392  STATE/COUNTY-  TX/HARRIS
 AW3392  USGS QUAD   -  ALDINE (1995)
 AW3392
 AW3392                         *CURRENT SURVEY CONTROL
 AW3392  ___________________________________________________________________
 AW3392* NAD 83(1986)-  29 53 59.     (N)    095 29 51.     (W)     SCALED    
 AW3392* NAVD 88     -        32.59   (+/-2cm)     106.9    (feet)  VERTCON   
 AW3392  ___________________________________________________________________
 AW3392  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW3392
 AW3392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3392
 AW3392.The horizontal coordinates were scaled from a topographic map and have
 AW3392.an estimated accuracy of +/- 6 seconds.
 AW3392
 AW3392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3392.The vertical order pertains to the NGVD 29 superseded value.
 AW3392
 AW3392.The geoid height was determined by GEOID03.
 AW3392
 AW3392;                    North         East    Units  Estimated Accuracy
 AW3392;SPC TXSC     - 4,234,080.      938,200.      MT  (+/- 180 meters Scaled)
 AW3392
 AW3392                          SUPERSEDED SURVEY CONTROL
 AW3392
 AW3392  NGVD 29 (??/??/92)   32.580  (m)          106.89   (f) ADJ UNCH    2 0
 AW3392
 AW3392.Superseded values are not recommended for survey control.
 AW3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3392.See file dsdata.txt to determine how the superseded data were derived.
 AW3392
 AW3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP588102(NAD 83)
 AW3392_MARKER: DB = BENCH MARK DISK
 AW3392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3392_STAMPING: B 755 1943
 AW3392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3392+STABILITY: SURFACE MOTION
 AW3392
 AW3392  HISTORY     - Date     Condition        Report By
 AW3392  HISTORY     - 1943     MONUMENTED       CGS
 AW3392  HISTORY     - 1954     GOOD             NGS
 AW3392  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3392  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW3392
 AW3392                          STATION DESCRIPTION
 AW3392
 AW3392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3392'8.6 MI NW FROM HOUSTON.
 AW3392'8.6 MILES NORTHWEST ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD FROM
 AW3392'THE UNDERPASS ON NORTH SHEPHERD DRIVE AT HOUSTON, AT THE SOUTHEAST END
 AW3392'OF THE SPUR TRACK AT HUDSON, 35 FEET NORTHEAST OF THE NORTHEAST RAIL
 AW3392'OF THE MAIN TRACK, 24 FEET NORTH OF A SWITCH STAND WHICH IS ON THE
 AW3392'SPUR TRACK, 15 FEET WEST OF THE WEST RAIL OF THE SPUR TRACK, 2 FEET
 AW3392'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AW3392'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AW3392
 AW3392                          STATION RECOVERY (1973)
 AW3392
 AW3392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3392'MARK NOT FOUND.
 AW3392
 AW3392                          STATION RECOVERY (2004)
 AW3392
 AW3392'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4426 ***********************************************************************
 AW4426  DESIGNATION -  B 756
 AW4426  PID         -  AW4426
 AW4426  STATE/COUNTY-  TX/MATAGORDA
 AW4426  USGS QUAD   -  ASHWOOD (1980)
 AW4426
 AW4426                         *CURRENT SURVEY CONTROL
 AW4426  ___________________________________________________________________
 AW4426* NAD 83(1986)-  29 02 13.     (N)    095 46 44.     (W)     SCALED    
 AW4426* NAVD 88     -         9.46   (+/-2cm)      31.0    (feet)  VERTCON   
 AW4426  ___________________________________________________________________
 AW4426  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW4426
 AW4426  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4426
 AW4426.The horizontal coordinates were scaled from a topographic map and have
 AW4426.an estimated accuracy of +/- 6 seconds.
 AW4426
 AW4426.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4426.The vertical order pertains to the NGVD 29 superseded value.
 AW4426
 AW4426.The geoid height was determined by GEOID03.
 AW4426
 AW4426;                    North         East    Units  Estimated Accuracy
 AW4426;SPC TXSC     - 4,137,710.      913,670.      MT  (+/- 180 meters Scaled)
 AW4426
 AW4426                          SUPERSEDED SURVEY CONTROL
 AW4426
 AW4426  NGVD 29 (??/??/92)    9.48   (m)           31.1    (f) COMPUTED    1 2
 AW4426
 AW4426.Superseded values are not recommended for survey control.
 AW4426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4426.See file dsdata.txt to determine how the superseded data were derived.
 AW4426
 AW4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN293152(NAD 83)
 AW4426_MARKER: DB = BENCH MARK DISK
 AW4426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4426_STAMPING: B 756 1943
 AW4426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4426+STABILITY: SURFACE MOTION
 AW4426
 AW4426  HISTORY     - Date     Condition        Report By
 AW4426  HISTORY     - 1943     MONUMENTED       CGS
 AW4426  HISTORY     - 1951     GOOD             NGS
 AW4426
 AW4426                          STATION DESCRIPTION
 AW4426
 AW4426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW4426'5.3 MI W FROM SWEENY.
 AW4426'4.7 MILES WEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AW4426'FROM THE STATION AT SWEENY, THENCE 0.6 MILE NORTHWEST ALONG A SHELL
 AW4426'ROAD, 0.6 MILE NORTHWEST OF THE ABANDONED STATION SITE AT HASIMA, 42
 AW4426'FEET NORTHEAST OF THE CENTER LINE OF A SHELL ROAD, 9.3 FEET SOUTHEAST
 AW4426'OF A FENCE CORNER, 4.6 FEET SOUTHWEST OF A POWER POLE, 3 FEET
 AW4426'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AW4426'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4365 ***********************************************************************
 AW4365  DESIGNATION -  B 757 RESET 1956
 AW4365  PID         -  AW4365
 AW4365  STATE/COUNTY-  TX/BRAZORIA
 AW4365  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4365
 AW4365                         *CURRENT SURVEY CONTROL
 AW4365  ___________________________________________________________________
 AW4365* NAD 83(1986)-  29 08 47.     (N)    095 32 27.     (W)     SCALED    
 AW4365* NAVD 88     -         8.38   (+/-2cm)      27.5    (feet)  VERTCON   
 AW4365  ___________________________________________________________________
 AW4365  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW4365
 AW4365  VERT ORDER  -  THIRD (See Below)
 AW4365
 AW4365.The horizontal coordinates were scaled from a topographic map and have
 AW4365.an estimated accuracy of +/- 6 seconds.
 AW4365
 AW4365.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4365.The vertical order pertains to the NGVD 29 superseded value.
 AW4365
 AW4365.The geoid height was determined by GEOID03.
 AW4365
 AW4365;                    North         East    Units  Estimated Accuracy
 AW4365;SPC TXSC     - 4,150,500.      936,490.      MT  (+/- 180 meters Scaled)
 AW4365
 AW4365                          SUPERSEDED SURVEY CONTROL
 AW4365
 AW4365  NGVD 29 (01/29/03)    8.39   (m)           27.5    (f) RESET       3  
 AW4365
 AW4365.Superseded values are not recommended for survey control.
 AW4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4365.See file dsdata.txt to determine how the superseded data were derived.
 AW4365
 AW4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN528268(NAD 83)
 AW4365_MARKER: DB = BENCH MARK DISK
 AW4365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4365_STAMPING: B 757 RESET 1956
 AW4365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4365+STABILITY: SURFACE MOTION
 AW4365
 AW4365  HISTORY     - Date     Condition        Report By
 AW4365  HISTORY     - 1956     MONUMENTED       CGS
 AW4365
 AW4365                          STATION DESCRIPTION
 AW4365
 AW4365'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AW4365'4.4 MI NE FROM EAST COLUMBIA.
 AW4365'MARK IS 4.4 MILES NORTHEAST ALONG HIGHWAY NO. 35, FROM THE STEEL
 AW4365'BRIDGE OVER THE BRAZOS RIVER IN EAST COLUMBIA, 0.6 MILE WEST OF A
 AW4365'ROADSIDE PARK, AT THE OUTSIDE OF A CURVE, IN THE NORTH RIGHT-OF-WAY
 AW4365'FENCE LINE OF THE HIGHWAY, 25 YARDS WEST OF A BRACED POWER POLE AND
 AW4365'ABOUT 75 YARDS EAST OF A GATE IN THE RIGHT-OF-WAY FENCE AND ALONG THE
 AW4365'SOUTH EDGE OF A RICE FIELD.  A STANDARD DISK STAMPED B 757 RESET 1956
 AW4365'IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4293 ***********************************************************************
 AW4293  DESIGNATION -  B 758
 AW4293  PID         -  AW4293
 AW4293  STATE/COUNTY-  TX/MATAGORDA
 AW4293  USGS QUAD   -  PLEDGER (1980)
 AW4293
 AW4293                         *CURRENT SURVEY CONTROL
 AW4293  ___________________________________________________________________
 AW4293* NAD 83(1986)-  29 09 56.     (N)    095 54 16.     (W)     SCALED    
 AW4293* NAVD 88     -        19.05   (+/-2cm)      62.5    (feet)  VERTCON   
 AW4293  ___________________________________________________________________
 AW4293  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW4293
 AW4293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4293
 AW4293.The horizontal coordinates were scaled from a topographic map and have
 AW4293.an estimated accuracy of +/- 6 seconds.
 AW4293
 AW4293.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4293.The vertical order pertains to the NGVD 29 superseded value.
 AW4293
 AW4293.The geoid height was determined by GEOID03.
 AW4293
 AW4293;                    North         East    Units  Estimated Accuracy
 AW4293;SPC TXSC     - 4,151,630.      901,070.      MT  (+/- 180 meters Scaled)
 AW4293
 AW4293                          SUPERSEDED SURVEY CONTROL
 AW4293
 AW4293  NGVD 29 (??/??/92)   19.061  (m)           62.54   (f) ADJ UNCH    2 0
 AW4293
 AW4293.Superseded values are not recommended for survey control.
 AW4293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4293.See file dsdata.txt to determine how the superseded data were derived.
 AW4293
 AW4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN174298(NAD 83)
 AW4293_MARKER: DD = SURVEY DISK
 AW4293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4293_SP_SET: CULVERT
 AW4293_STAMPING: B 758 1943
 AW4293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4293+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4293
 AW4293  HISTORY     - Date     Condition        Report By
 AW4293  HISTORY     - 1943     MONUMENTED       TXGS
 AW4293  HISTORY     - 1943     GOOD             NGS
 AW4293  HISTORY     - 19990818 GOOD             USPSQD
 AW4293  HISTORY     - 20041118 GOOD             USPSQD
 AW4293
 AW4293                          STATION DESCRIPTION
 AW4293
 AW4293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4293'1.2 MI S FROM PLEDGER.
 AW4293'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED
 AW4293'SOUTHERLY 1.2 MILES ALONG CONCRETE HALF-SLAB ROAD TO A CONCRETE
 AW4293'CULVERT AT A LARGE DRAINAGE CANAL AND SITE OF BENCH MARK.  BENCH MARK
 AW4293'IS ABOUT 250.0 FEET SOUTH OF A WHITE FARM HOUSE ON NORTHEAST SIDE OF
 AW4293'ROAD, 15.0 FEET NORTHEAST OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE
 AW4293'OF THE HALF-SLAB ROAD AND IS SET HORIZONTALLY IN THE TOP NORTHEAST
 AW4293'CONCRETE HEADWALL OF THE CULVERT.
 AW4293
 AW4293                          STATION RECOVERY (1999)
 AW4293
 AW4293'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4293'RECOVERED IN GOOD CONDITION.
 AW4293
 AW4293                          STATION RECOVERY (2004)
 AW4293
 AW4293'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4129 ***********************************************************************
 AW4129  DESIGNATION -  B 759
 AW4129  PID         -  AW4129
 AW4129  STATE/COUNTY-  TX/BRAZORIA
 AW4129  USGS QUAD   -  SWEENY (1972)
 AW4129
 AW4129                         *CURRENT SURVEY CONTROL
 AW4129  ___________________________________________________________________
 AW4129* NAD 83(1986)-  29 06 06.     (N)    095 38 02.     (W)     SCALED    
 AW4129* NAVD 88     -        10.42   (+/-2cm)      34.2    (feet)  VERTCON   
 AW4129  ___________________________________________________________________
 AW4129  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW4129
 AW4129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4129
 AW4129.The horizontal coordinates were scaled from a topographic map and have
 AW4129.an estimated accuracy of +/- 6 seconds.
 AW4129
 AW4129.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4129.The vertical order pertains to the NGVD 29 superseded value.
 AW4129
 AW4129.The geoid height was determined by GEOID03.
 AW4129
 AW4129;                    North         East    Units  Estimated Accuracy
 AW4129;SPC TXSC     - 4,145,280.      927,580.      MT  (+/- 180 meters Scaled)
 AW4129
 AW4129                          SUPERSEDED SURVEY CONTROL
 AW4129
 AW4129  NGVD 29 (??/??/92)   10.44   (m)           34.3    (f) COMPUTED    2 0
 AW4129
 AW4129.Superseded values are not recommended for survey control.
 AW4129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4129.See file dsdata.txt to determine how the superseded data were derived.
 AW4129
 AW4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN436221(NAD 83)
 AW4129_MARKER: DB = BENCH MARK DISK
 AW4129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4129_SP_SET: BRIDGE ABUTMENT
 AW4129_STAMPING: B 759 1943
 AW4129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4129
 AW4129  HISTORY     - Date     Condition        Report By
 AW4129  HISTORY     - 1943     MONUMENTED       CGS
 AW4129  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4129
 AW4129                          STATION DESCRIPTION
 AW4129
 AW4129'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4129'2.7 MI SE FROM WEST COLUMBIA.
 AW4129'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 35 AND STATE
 AW4129'HIGHWAY NO. 36 AT WEST COLUMBIA.  PROCEED SOUTHERLY 2.7 MILES ALONG
 AW4129'STATE HIGHWAY NO. 36 TO A LARGE CONCRETE HIGHWAY BRIDGE AND SITE OF
 AW4129'BENCH MARK.  BENCH MARK IS 15.0 FEET WEST OF AND ABOUT THE SAME
 AW4129'ELEVATION AS THE CENTERLINE OF THE HIGHWAY AND IS SET HORIZONTALLY IN
 AW4129'THE TOP WEST END OF THE SOUTH ABUTMENT OF THE CONCRETE BRIDGE.
 AW4129
 AW4129                          STATION RECOVERY (1994)
 AW4129
 AW4129'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4130 ***********************************************************************
 AW4130  DESIGNATION -  B 759 RESET 1957
 AW4130  PID         -  AW4130
 AW4130  STATE/COUNTY-  TX/BRAZORIA
 AW4130  USGS QUAD   -  SWEENY (1972)
 AW4130
 AW4130                         *CURRENT SURVEY CONTROL
 AW4130  ___________________________________________________________________
 AW4130* NAD 83(1986)-  29 06 06.     (N)    095 38 02.     (W)     SCALED    
 AW4130* NAVD 88     -        10.22   (+/-2cm)      33.5    (feet)  VERTCON   
 AW4130  ___________________________________________________________________
 AW4130  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW4130
 AW4130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4130
 AW4130.The horizontal coordinates were scaled from a topographic map and have
 AW4130.an estimated accuracy of +/- 6 seconds.
 AW4130
 AW4130.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4130.The vertical order pertains to the NGVD 29 superseded value.
 AW4130
 AW4130.The geoid height was determined by GEOID03.
 AW4130
 AW4130;                    North         East    Units  Estimated Accuracy
 AW4130;SPC TXSC     - 4,145,280.      927,580.      MT  (+/- 180 meters Scaled)
 AW4130
 AW4130                          SUPERSEDED SURVEY CONTROL
 AW4130
 AW4130  NGVD 29 (??/??/92)   10.240  (m)           33.60   (f) ADJ UNCH    2 0
 AW4130
 AW4130.Superseded values are not recommended for survey control.
 AW4130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4130.See file dsdata.txt to determine how the superseded data were derived.
 AW4130
 AW4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN436221(NAD 83)
 AW4130_MARKER: DB = BENCH MARK DISK
 AW4130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4130_SP_SET: BRIDGE
 AW4130_STAMPING: B 759
 AW4130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4130
 AW4130  HISTORY     - Date     Condition        Report By
 AW4130  HISTORY     - 1957     MONUMENTED       CGS
 AW4130  HISTORY     - 1957     GOOD             NGS
 AW4130  HISTORY     - 1973     GOOD             NGS
 AW4130  HISTORY     - 1987     GOOD             USPSQD
 AW4130  HISTORY     - 1988     GOOD             USPSQD
 AW4130  HISTORY     - 1989     GOOD             USPSQD
 AW4130
 AW4130                          STATION DESCRIPTION
 AW4130
 AW4130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AW4130'2.85 MI S FROM WEST COLUMBIA.
 AW4130'2.85 MILE SOUTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4130'HIGHWAY 35 AT WEST COLUMBIA, AT A CONCRETE BRIDGE OVER A CANAL, 23
 AW4130'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP AND 3.8
 AW4130'FEET NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 AW4130'GUARDRAIL CURB OF THE BRIDGE, 0.5 FOOT NORTHWEST OF THE NORTHWEST FACE
 AW4130'OF THE SOUTHEAST MOST GUARDRAIL POST, AND ABOUT LEVEL WITH THE
 AW4130'HIGHWAY.  NOTE-- ONLY B 759 STAMPED ON THE DISK.
 AW4130
 AW4130                          STATION RECOVERY (1973)
 AW4130
 AW4130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4130'RECOVERED IN GOOD CONDITION.
 AW4130
 AW4130                          STATION RECOVERY (1987)
 AW4130
 AW4130'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4130'RECOVERED IN GOOD CONDITION.
 AW4130
 AW4130                          STATION RECOVERY (1988)
 AW4130
 AW4130'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4130'RECOVERED IN GOOD CONDITION.
 AW4130
 AW4130                          STATION RECOVERY (1989)
 AW4130
 AW4130'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0530 ***********************************************************************
 CA0530  DESIGNATION -  B 76
 CA0530  PID         -  CA0530
 CA0530  STATE/COUNTY-  TX/MCCULLOCH
 CA0530  USGS QUAD   -  WEST SWEDEN (1987)
 CA0530
 CA0530                         *CURRENT SURVEY CONTROL
 CA0530  ___________________________________________________________________
 CA0530* NAD 83(1986)-  31 09 42.     (N)    099 28 48.     (W)     SCALED    
 CA0530* NAVD 88     -       535.750  (meters)    1757.71   (feet)  POSTED    
 CA0530  ___________________________________________________________________
 CA0530  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CA0530  DYNAMIC HT  -         535.030 (meters)    1755.34  (feet)  COMP
 CA0530  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 CA0530
 CA0530  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0530
 CA0530.The horizontal coordinates were scaled from a topographic map and have
 CA0530.an estimated accuracy of +/- 6 seconds.
 CA0530
 CA0530.The orthometric height was determined by differential leveling
 CA0530.and adjusted by the National Geodetic Survey in 1992..
 CA0530.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0530.rate of 0.0 thru 1.0 mm/km.
 CA0530
 CA0530.The geoid height was determined by GEOID03.
 CA0530
 CA0530.The dynamic height is computed by dividing the NAVD 88
 CA0530.geopotential number by the normal gravity value computed on the
 CA0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0530.degrees latitude (g = 980.6199 gals.).
 CA0530
 CA0530.The modeled gravity was interpolated from observed gravity values.
 CA0530
 CA0530;                    North         East    Units  Estimated Accuracy
 CA0530;SPC TX C     - 3,166,040.      781,350.      MT  (+/- 180 meters Scaled)
 CA0530
 CA0530                          SUPERSEDED SURVEY CONTROL
 CA0530
 CA0530  NGVD 29 (??/??/92)  535.684  (m)         1757.49   (f) ADJ UNCH    1 2
 CA0530
 CA0530.Superseded values are not recommended for survey control.
 CA0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0530.See file dsdata.txt to determine how the superseded data were derived.
 CA0530
 CA0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV542476(NAD 83)
 CA0530_MARKER: DB = BENCH MARK DISK
 CA0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0530_STAMPING: 1757.490 B 76 1931
 CA0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0530+STABILITY: SURFACE MOTION
 CA0530
 CA0530  HISTORY     - Date     Condition        Report By
 CA0530  HISTORY     - 1931     MONUMENTED       CGS
 CA0530  HISTORY     - 1935     GOOD             NGS
 CA0530
 CA0530                          STATION DESCRIPTION
 CA0530
 CA0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0530'1.4 MI E FROM WHITELAND.
 CA0530'1.4 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0530'WHITELAND, MCCULLOCH COUNTY, 3 POLES WEST OF MILEPOST 75, 47 FEET
 CA0530'SOUTH OF THE TRACK, 2 FEET SOUTH OF A FENCE, AND IN A PASTURE.  A
 CA0530'STANDARD DISK, STAMPED 1757.490 B 76 1931 AND SET IN THE TOP OF A
 CA0530'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 CA0530
 CA0530                          STATION RECOVERY (1935)
 CA0530
 CA0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0330 ***********************************************************************
 AW0330  DESIGNATION -  B 760
 AW0330  PID         -  AW0330
 AW0330  STATE/COUNTY-  TX/HARRIS
 AW0330  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0330
 AW0330                         *CURRENT SURVEY CONTROL
 AW0330  ___________________________________________________________________
 AW0330* NAD 83(1986)-  29 46 59.     (N)    095 24 35.     (W)     SCALED    
 AW0330* NAVD 88     -        17.34   (+/-2cm)      56.9    (feet)  VERTCON   
 AW0330  ___________________________________________________________________
 AW0330  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW0330  OBS GRAVITY -     979,285.8   (mgal)                       GRAV_OBS
 AW0330
 AW0330  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0330
 AW0330.The horizontal coordinates were scaled from a topographic map and have
 AW0330.an estimated accuracy of +/- 6 seconds.
 AW0330
 AW0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0330.The vertical order pertains to the NGVD 29 superseded value.
 AW0330
 AW0330.The geoid height was determined by GEOID03.
 AW0330.The observed gravity was obtained from relative gravimeter ties
 AW0330.to the IGSN71 gravity network.
 AW0330
 AW0330;                    North         East    Units  Estimated Accuracy
 AW0330;SPC TXSC     - 4,221,410.      947,070.      MT  (+/- 180 meters Scaled)
 AW0330
 AW0330                          SUPERSEDED SURVEY CONTROL
 AW0330
 AW0330  NGVD 29 (??/??/??)   17.339  (m)           56.89   (f) ADJUSTED    1 1
 AW0330
 AW0330.Superseded values are not recommended for survey control.
 AW0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0330.See file dsdata.txt to determine how the superseded data were derived.
 AW0330
 AW0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN670971(NAD 83)
 AW0330_MARKER: DB = BENCH MARK DISK
 AW0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0330_SP_SET: CONCRETE BASE
 AW0330_STAMPING: B 760 1942
 AW0330_MARK LOGO: CGS   
 AW0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0330
 AW0330  HISTORY     - Date     Condition        Report By
 AW0330  HISTORY     - 1942     MONUMENTED       CGS
 AW0330  HISTORY     - 1973     GOOD             NGS
 AW0330  HISTORY     - 1976     GOOD             NGS
 AW0330  HISTORY     - 1976     GOOD             NGS
 AW0330  HISTORY     - 1978     GOOD             NGS
 AW0330  HISTORY     - 1983     GOOD             NGS
 AW0330  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0330  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW0330  HISTORY     - 20040619 MARK NOT FOUND   USPSQD
 AW0330
 AW0330                          STATION DESCRIPTION
 AW0330
 AW0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0330'3.6 MI W FROM HOUSTON.
 AW0330'ABOUT 3.6 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0330'SWITCH CONTROL BUILDING NO. 108 AT HOUSTON AT THE CROSSING OF NORTH
 AW0330'SHEPHERD DR., ABOUT 90 FEET SOUTH OF THE CENTER LINE OF SEVENTH ST.,
 AW0330'23 FEET EAST OF THE CENTER LINE OF NORTH SHEPHERD DR., 12.6 FEET SOUTH
 AW0330'OF THE SOUTH RAIL, SET IN THE TOP OF THE NORTH SIDE OF THE CONCRETE
 AW0330'BASE OF THE EAST CROSSING SIGNAL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AW0330'TRACKS.
 AW0330
 AW0330                          STATION RECOVERY (1976)
 AW0330
 AW0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0330'RECOVERED IN GOOD CONDITION.
 AW0330
 AW0330                          STATION RECOVERY (1976)
 AW0330
 AW0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0330'RECOVERED IN GOOD CONDITION.
 AW0330
 AW0330                          STATION RECOVERY (1978)
 AW0330
 AW0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0330'RECOVERED IN GOOD CONDITION.
 AW0330
 AW0330                          STATION RECOVERY (1983)
 AW0330
 AW0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0330'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0330'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0330'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0330'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0330'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 6.0 KM (3.7 MI) WEST-NORTHWEST
 AW0330'ALONG THE RAILROAD, AT THE CROSSING OF NORTH SHEPARD DRIVE,
 AW0330'27.43 METERS (90.0 FT) SOUTH OF THE CENTERLINE OF WEST 7TH STREET,
 AW0330'7.01 METERS (23.0 FT) EAST OF THE CENTERLINE OF NORTH SHEPARD DRIVE,
 AW0330'AND 3.84 METERS (12.6 FT) SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 AW0330'TRACKS.
 AW0330'THE MARK IS ABOVE LEVEL WITH TRACKS.
 AW0330
 AW0330                          STATION RECOVERY (1986)
 AW0330
 AW0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0330'THERE IS A NEW SIGNAL AT THIS LOCATION.
 AW0330
 AW0330                          STATION RECOVERY (1991)
 AW0330
 AW0330'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AW0330'MARK NOT FOUND.
 AW0330
 AW0330                          STATION RECOVERY (2004)
 AW0330
 AW0330'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0061 ***********************************************************************
 AN0061  DESIGNATION -  B 762
 AN0061  PID         -  AN0061
 AN0061  STATE/COUNTY-  TX/MATAGORDA
 AN0061  USGS QUAD   -  MARKHAM (1995)
 AN0061
 AN0061                         *CURRENT SURVEY CONTROL
 AN0061  ___________________________________________________________________
 AN0061* NAD 83(1986)-  28 54 07.     (N)    096 02 17.     (W)     SCALED    
 AN0061* NAVD 88     -        11.61   (+/-2cm)      38.1    (feet)  VERTCON   
 AN0061  ___________________________________________________________________
 AN0061  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN0061
 AN0061  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0061
 AN0061.The horizontal coordinates were scaled from a topographic map and have
 AN0061.an estimated accuracy of +/- 6 seconds.
 AN0061
 AN0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0061.The vertical order pertains to the NGVD 29 superseded value.
 AN0061
 AN0061.The geoid height was determined by GEOID03.
 AN0061
 AN0061;                    North         East    Units  Estimated Accuracy
 AN0061;SPC TXSC     - 4,122,090.      888,820.      MT  (+/- 180 meters Scaled)
 AN0061
 AN0061                          SUPERSEDED SURVEY CONTROL
 AN0061
 AN0061  NGVD 29 (??/??/92)   11.644  (m)           38.20   (f) ADJ UNCH    1 1
 AN0061
 AN0061.Superseded values are not recommended for survey control.
 AN0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0061.See file dsdata.txt to determine how the superseded data were derived.
 AN0061
 AN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT888007(NAD 83)
 AN0061_MARKER: DB = BENCH MARK DISK
 AN0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0061_STAMPING: B 762 1943
 AN0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0061+STABILITY: SURFACE MOTION
 AN0061
 AN0061  HISTORY     - Date     Condition        Report By
 AN0061  HISTORY     - 1943     MONUMENTED       CGS
 AN0061  HISTORY     - 1972     GOOD             NGS
 AN0061  HISTORY     - 1978     GOOD             NGS
 AN0061  HISTORY     - 1991     POOR             USPSQD
 AN0061
 AN0061                          STATION DESCRIPTION
 AN0061
 AN0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0061'7.9 MI SW FROM BAY CITY.
 AN0061'7.9 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0061'STATION AT BAY CITY, 0.8 MILE NORTHEAST OF BUCKEYE, 11.4 MILES EAST OF
 AN0061'BLESSING, 1 POLE NORTH OF THE CROSSING OF A PRIVATE ROAD, 50 FEET
 AN0061'NORTHWEST OF MILEPOLE 276, 74.5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 AN0061'195 FEET NORTHEAST OF THE CENTER OF A METAL GATE ACROSS A PRIVATE ROAD
 AN0061'WHICH CROSSES THE RAILROAD, 29 1/2 FEET SOUTHEAST OF THE CENTER LINE
 AN0061'OF THE PRIVATE ROAD, 1.1 FEET NORTHWEST OF A FENCE, 2.0 FEET NORTHEAST
 AN0061'OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, AND SET IN THE
 AN0061'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND. NOTE--
 AN0061'THE POST IS LEANING SLIGHTLY TO THE SOUTHEAST, BUT STILL SOLID.
 AN0061
 AN0061                          STATION RECOVERY (1978)
 AN0061
 AN0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0061'RECOVERED IN GOOD CONDITION.
 AN0061
 AN0061                          STATION RECOVERY (1991)
 AN0061
 AN0061'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0061'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0947 ***********************************************************************
 AJ0947  DESIGNATION -  B 764
 AJ0947  PID         -  AJ0947
 AJ0947  STATE/COUNTY-  TX/ZAPATA
 AJ0947  USGS QUAD   -  ESCOBAS (1980)
 AJ0947
 AJ0947                         *CURRENT SURVEY CONTROL
 AJ0947  ___________________________________________________________________
 AJ0947* NAD 83(1986)-  27 07 10.     (N)    099 03 32.     (W)     SCALED    
 AJ0947* NAVD 88     -       145.475  (meters)     477.28   (feet)  ADJUSTED  
 AJ0947  ___________________________________________________________________
 AJ0947  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AJ0947  DYNAMIC HT  -         145.240 (meters)     476.51  (feet)  COMP
 AJ0947  MODELED GRAV-     979,030.0   (mgal)                       NAVD 88
 AJ0947
 AJ0947  VERT ORDER  -  SECOND    CLASS 0
 AJ0947
 AJ0947.The horizontal coordinates were scaled from a topographic map and have
 AJ0947.an estimated accuracy of +/- 6 seconds.
 AJ0947
 AJ0947.The orthometric height was determined by differential leveling
 AJ0947.and adjusted by the National Geodetic Survey in June 1991..
 AJ0947
 AJ0947.The geoid height was determined by GEOID03.
 AJ0947
 AJ0947.The dynamic height is computed by dividing the NAVD 88
 AJ0947.geopotential number by the normal gravity value computed on the
 AJ0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0947.degrees latitude (g = 980.6199 gals.).
 AJ0947
 AJ0947.The modeled gravity was interpolated from observed gravity values.
 AJ0947
 AJ0947;                    North         East    Units  Estimated Accuracy
 AJ0947;SPC TX S     - 5,161,080.      244,590.      MT  (+/- 180 meters Scaled)
 AJ0947
 AJ0947                          SUPERSEDED SURVEY CONTROL
 AJ0947
 AJ0947  NGVD 29 (??/??/92)  145.508  (m)          477.39   (f) ADJ UNCH    2 0
 AJ0947
 AJ0947.Superseded values are not recommended for survey control.
 AJ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0947.See file dsdata.txt to determine how the superseded data were derived.
 AJ0947
 AJ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ941996(NAD 83)
 AJ0947_MARKER: P = PIPE CAP
 AJ0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0947_STAMPING: B 764 1943
 AJ0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0947+STABILITY: SURFACE MOTION
 AJ0947
 AJ0947  HISTORY     - Date     Condition        Report By
 AJ0947  HISTORY     - 1943     MONUMENTED       CGS
 AJ0947  HISTORY     - 1975     GOOD             USGS
 AJ0947
 AJ0947                          STATION DESCRIPTION
 AJ0947
 AJ0947'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0947'26.35 MI NE FROM ESCOBAS.
 AJ0947'FROM THE STORE AT ESCOBAS GO NORTHEAST ON TEX. HWY. 16 FOR 0.35 MI. TO
 AJ0947'T-RD. NW, 19.4 MI. NE OF ZAPATA, THENCE NW ALONG PAVED ROAD 1.25 MI.
 AJ0947'TO TEXACO CAMP.  IN TEXACO CAMP TAKE FIRST ROAD LEFT, THRU OLD HOUSING
 AJ0947'AREA, 0.15 MI., THENCE RIGHT 0.25 MI., THENCE RIGHT ALONG MAIN ROAD
 AJ0947'1.0 MI. A T-RD., THENCE LEFT ON MAIN ROAD 0.85 MI. A T-RD., THENCE
 AJ0947'RIGHT, NORTH, 3.1 MI. TO BM ON LEFT ABOUT 800 FT. S. OF A GATE. A
 AJ0947'STANDARD CAP IN CONCRETE POST PROJ. 0.4 FT. STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0199 ***********************************************************************
 AW0199  DESIGNATION -  B 765
 AW0199  PID         -  AW0199
 AW0199  STATE/COUNTY-  TX/HARRIS
 AW0199  USGS QUAD   -  PARK PLACE (1995)
 AW0199
 AW0199                         *CURRENT SURVEY CONTROL
 AW0199  ___________________________________________________________________
 AW0199* NAD 83(1986)-  29 42 36.     (N)    095 19 53.     (W)     SCALED    
 AW0199* NAVD 88     -        12.357  (meters)      40.54   (feet)  ADJUSTED  
 AW0199  ___________________________________________________________________
 AW0199  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW0199  DYNAMIC HT  -          12.340 (meters)      40.49  (feet)  COMP
 AW0199  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AW0199  OBS GRAVITY -     979,285.5   (mgal)                       GRAV_OBS
 AW0199
 AW0199  VERT ORDER  -  FIRST     CLASS I
 AW0199
 AW0199.The horizontal coordinates were scaled from a topographic map and have
 AW0199.an estimated accuracy of +/- 6 seconds.
 AW0199
 AW0199.The orthometric height was determined by differential leveling
 AW0199.and adjusted by the National Geodetic Survey in June 1991..
 AW0199
 AW0199.The geoid height was determined by GEOID03.
 AW0199
 AW0199.The dynamic height is computed by dividing the NAVD 88
 AW0199.geopotential number by the normal gravity value computed on the
 AW0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0199.degrees latitude (g = 980.6199 gals.).
 AW0199
 AW0199.The modeled gravity was interpolated from observed gravity values.
 AW0199.The observed gravity was obtained from relative gravimeter ties
 AW0199.to the IGSN71 gravity network.
 AW0199
 AW0199;                    North         East    Units  Estimated Accuracy
 AW0199;SPC TXSC     - 4,213,550.      954,900.      MT  (+/- 180 meters Scaled)
 AW0199
 AW0199                          SUPERSEDED SURVEY CONTROL
 AW0199
 AW0199  NGVD 29 (12/23/87)   12.353  (m)           40.53   (f) ADJUSTED    1 1
 AW0199
 AW0199.Superseded values are not recommended for survey control.
 AW0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0199.See file dsdata.txt to determine how the superseded data were derived.
 AW0199
 AW0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN744889(NAD 83)
 AW0199_MARKER: DB = BENCH MARK DISK
 AW0199_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0199_SP_SET: MASSIVE RETAINING WALL
 AW0199_STAMPING: B 765 1943
 AW0199_MARK LOGO: CGS   
 AW0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0199+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 AW0199
 AW0199  HISTORY     - Date     Condition        Report By
 AW0199  HISTORY     - 1943     MONUMENTED       CGS
 AW0199  HISTORY     - 1973     GOOD             NGS
 AW0199  HISTORY     - 1978     GOOD             NGS
 AW0199  HISTORY     - 1978     GOOD             NGS
 AW0199  HISTORY     - 1986     GOOD             NGS
 AW0199  HISTORY     - 1987     GOOD             USPSQD
 AW0199  HISTORY     - 1989     GOOD             USPSQD
 AW0199  HISTORY     - 1989     GOOD             USPSQD
 AW0199  HISTORY     - 1989     GOOD             USPSQD
 AW0199  HISTORY     - 1989     GOOD             USPSQD
 AW0199  HISTORY     - 19950624 GOOD             USPSQD
 AW0199  HISTORY     - 20040520 GOOD             USPSQD
 AW0199  HISTORY     - 20050706 GOOD             USPSQD
 AW0199
 AW0199                          STATION DESCRIPTION
 AW0199
 AW0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0199'IN HOUSTON.
 AW0199'AT HOUSTON, AT THE ATCHISON, TOPEKA AND SANTA FE OVERPASS OVER OLD
 AW0199'SPANISH TRAIL, SET IN THE TOP OF THE SOUTH END OF THE EAST RETAINING
 AW0199'WALL, 0.3 FOOT SOUTH OF A PIPE RAILING, 7.8 FEET EAST OF THE EAST
 AW0199'RAIL, 105 FEET NORTH AND ACROSS THE TRACK FROM THE NORTHEAST CORNER OF
 AW0199'SWITCH TOWER 117, AND ABOUT 0.5 FOOT LOWER THAN THE RAIL.
 AW0199
 AW0199                          STATION RECOVERY (1978)
 AW0199
 AW0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0199'RECOVERED IN GOOD CONDITION.
 AW0199
 AW0199                          STATION RECOVERY (1978)
 AW0199
 AW0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0199'RECOVERED IN GOOD CONDITION.
 AW0199
 AW0199                          STATION RECOVERY (1986)
 AW0199
 AW0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0199'RECOVERED IN GOOD CONDITION.
 AW0199
 AW0199                          STATION RECOVERY (1987)
 AW0199
 AW0199'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0199'RECOVERED IN GOOD CONDITION.
 AW0199
 AW0199                          STATION RECOVERY (1989)
 AW0199
 AW0199'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0199'RECOVERED IN GOOD CONDITION.
 AW0199
 AW0199                          STATION RECOVERY (1989)
 AW0199
 AW0199'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0199'RECOVERED IN GOOD CONDITION.
 AW0199
 AW0199                          STATION RECOVERY (1989)
 AW0199
 AW0199'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0199'RECOVERED IN GOOD CONDITION.
 AW0199
 AW0199                          STATION RECOVERY (1989)
 AW0199
 AW0199'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0199'RECOVERED IN GOOD CONDITION.
 AW0199
 AW0199                          STATION RECOVERY (1995)
 AW0199
 AW0199'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0199'RECOVERED IN GOOD CONDITION.
 AW0199
 AW0199                          STATION RECOVERY (2004)
 AW0199
 AW0199'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0199'RECOVERED IN GOOD CONDITION.
 AW0199
 AW0199                          STATION RECOVERY (2005)
 AW0199
 AW0199'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1007 ***********************************************************************
 AX1007  DESIGNATION -  B 766
 AX1007  PID         -  AX1007
 AX1007  STATE/COUNTY-  TX/FAYETTE
 AX1007  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1007
 AX1007                         *CURRENT SURVEY CONTROL
 AX1007  ___________________________________________________________________
 AX1007* NAD 83(1986)-  29 54 20.     (N)    096 50 19.     (W)     SCALED    
 AX1007* NAVD 88     -        84.505  (meters)     277.25   (feet)  ADJUSTED  
 AX1007  ___________________________________________________________________
 AX1007  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AX1007  DYNAMIC HT  -          84.389 (meters)     276.87  (feet)  COMP
 AX1007  MODELED GRAV-     979,263.1   (mgal)                       NAVD 88
 AX1007
 AX1007  VERT ORDER  -  FIRST     CLASS I
 AX1007
 AX1007.The horizontal coordinates were scaled from a topographic map and have
 AX1007.an estimated accuracy of +/- 6 seconds.
 AX1007
 AX1007.The orthometric height was determined by differential leveling
 AX1007.and adjusted by the National Geodetic Survey in June 1991..
 AX1007.WARNING-Repeat measurements at this control monument indicate possible
 AX1007.vertical movement.
 AX1007
 AX1007.The geoid height was determined by GEOID03.
 AX1007
 AX1007.The dynamic height is computed by dividing the NAVD 88
 AX1007.geopotential number by the normal gravity value computed on the
 AX1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1007.degrees latitude (g = 980.6199 gals.).
 AX1007
 AX1007.The modeled gravity was interpolated from observed gravity values.
 AX1007
 AX1007;                    North         East    Units  Estimated Accuracy
 AX1007;SPC TXSC     - 4,231,590.      808,710.      MT  (+/- 180 meters Scaled)
 AX1007
 AX1007                          SUPERSEDED SURVEY CONTROL
 AX1007
 AX1007  NGVD 29 (12/23/87)   84.459  (m)          277.10   (f) ADJUSTED    1 1
 AX1007
 AX1007.Superseded values are not recommended for survey control.
 AX1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1007.See file dsdata.txt to determine how the superseded data were derived.
 AX1007
 AX1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU086102(NAD 83)
 AX1007_MARKER: DB = BENCH MARK DISK
 AX1007_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AX1007+WITH SETTING: PAVEMENT
 AX1007_SP_SET: SEMAPHORE BASE
 AX1007_STAMPING: B 766 1943
 AX1007_MARK LOGO: CGS   
 AX1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1007+STABILITY: SURFACE MOTION
 AX1007
 AX1007  HISTORY     - Date     Condition        Report By
 AX1007  HISTORY     - 1943     MONUMENTED       CGS
 AX1007  HISTORY     - 1972     GOOD             NGS
 AX1007  HISTORY     - 1978     GOOD             NGS
 AX1007  HISTORY     - 1987     GOOD             USPSQD
 AX1007  HISTORY     - 1987     GOOD             NGS
 AX1007  HISTORY     - 19970607 GOOD             USPSQD
 AX1007
 AX1007                          STATION DESCRIPTION
 AX1007
 AX1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1007'2.5 MI E FROM LA GRANGE.
 AX1007'ABOUT 2.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1007'STATION AT LA GRANGE, 0.3 MILE WEST OF THE RAILROAD UNDERPASS FOR
 AX1007'STATE HIGHWAY 71, 2 1/2 POLES WEST OF MILEPOST 991, SET VERTICALLY IN
 AX1007'THE CENTER OF THE NORTH SIDE AND AT THE TOP OF A 2.7- X 2.2-FOOT
 AX1007'ABANDONED CONCRETE FOUNDATION FOR A SIGNAL TOWER, 63 FEET WEST OF THE
 AX1007'WEST END OF RAILROAD TRESTLE NUMBER 990.9, 7 1/2 FEET SOUTH OF THE
 AX1007'SOUTH RAIL OF THE TRACK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK,
 AX1007'AND ABOUT 2 1/2 FEET ABOVE THE SURFACE OF THE GROUND.
 AX1007
 AX1007                          STATION RECOVERY (1978)
 AX1007
 AX1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1007'RECOVERED IN GOOD CONDITION.
 AX1007
 AX1007                          STATION RECOVERY (1987)
 AX1007
 AX1007'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX1007'RECOVERED IN GOOD CONDITION.
 AX1007
 AX1007                          STATION RECOVERY (1987)
 AX1007
 AX1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX1007'RECOVERED IN GOOD CONDITION.
 AX1007
 AX1007                          STATION RECOVERY (1997)
 AX1007
 AX1007'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0008 ***********************************************************************
 AX0008  DESIGNATION -  B 768
 AX0008  PID         -  AX0008
 AX0008  STATE/COUNTY-  TX/AUSTIN
 AX0008  USGS QUAD   -  SAN FELIPE (1980)
 AX0008
 AX0008                         *CURRENT SURVEY CONTROL
 AX0008  ___________________________________________________________________
 AX0008* NAD 83(1986)-  29 46 20.     (N)    096 03 53.     (W)     SCALED    
 AX0008* NAVD 88     -        46.22   (+/-2cm)     151.6    (feet)  VERTCON   
 AX0008  ___________________________________________________________________
 AX0008  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0008  OBS GRAVITY -     979,268.8   (mgal)                       GRAV_OBS
 AX0008
 AX0008  VERT ORDER  -  THIRD (See Below)
 AX0008
 AX0008.The horizontal coordinates were scaled from a topographic map and have
 AX0008.an estimated accuracy of +/- 6 seconds.
 AX0008
 AX0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0008.The vertical order pertains to the NGVD 29 superseded value.
 AX0008
 AX0008.The geoid height was determined by GEOID03.
 AX0008.The observed gravity was obtained from relative gravimeter ties
 AX0008.to the IGSN71 gravity network.
 AX0008
 AX0008;                    North         East    Units  Estimated Accuracy
 AX0008;SPC TXSC     - 4,218,440.      883,800.      MT  (+/- 180 meters Scaled)
 AX0008
 AX0008                          SUPERSEDED SURVEY CONTROL
 AX0008
 AX0008  NGVD 29 (??/??/??)   46.20   (m)          151.6    (f) RESET       3  
 AX0008
 AX0008.Superseded values are not recommended for survey control.
 AX0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0008.See file dsdata.txt to determine how the superseded data were derived.
 AX0008
 AX0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT838971(NAD 83)
 AX0008_MARKER: DB = BENCH MARK DISK
 AX0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0008_SP_SET: CULVERT
 AX0008_STAMPING: B 768 1943
 AX0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0008
 AX0008  HISTORY     - Date     Condition        Report By
 AX0008  HISTORY     - 1943     MONUMENTED       CGS
 AX0008  HISTORY     - 1973     GOOD             NGS
 AX0008  HISTORY     - 1976     GOOD             NGS
 AX0008  HISTORY     - 1976     GOOD             NGS
 AX0008  HISTORY     - 1978     GOOD             NGS
 AX0008  HISTORY     - 1986     MARK NOT FOUND   NGS
 AX0008  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0008  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0008  HISTORY     - 20041012 MARK NOT FOUND   USPSQD
 AX0008
 AX0008                          STATION DESCRIPTION
 AX0008
 AX0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0008'5.6 MI E FROM SEALY.
 AX0008'ABOUT 5.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0008'CROSSING OF STATE HIGHWAY 36 AT SEALY, ABOUT 1 FOOT EAST OF THE WEST
 AX0008'END OF THE HEADWALL, 215 FEET SOUTHWEST OF MILE POST 1041, 134 1/2
 AX0008'FEET SOUTH OF THE SOUTH RAIL, 54 FEET NORTH OF THE CENTER LINE OF I-10
 AX0008'AND U. S. HIGHWAY 90 ON THE WESTBOUND LANE, 21.2 FEET SOUTH OF THE
 AX0008'CENTER LINE OF AN ACCESS ROAD OF OLD U. S. HWY. 90, SET IN THE TOP OF
 AX0008'THE WEST END OF THE SOUTH HEADWALL OF A 6-FOOT BOX CONCRETE CULVERT
 AX0008'UNDER THE ACCESS ROAD, AND ABOUT 1.4 FEET ABOVE THE LEVEL OF THE
 AX0008'HIGHWAY AND ABOUT LEVEL WITH THE TRACKS.
 AX0008
 AX0008                          STATION RECOVERY (1976)
 AX0008
 AX0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0008'RECOVERED IN GOOD CONDITION.
 AX0008
 AX0008                          STATION RECOVERY (1976)
 AX0008
 AX0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0008'RECOVERED IN GOOD CONDITION.
 AX0008
 AX0008                          STATION RECOVERY (1978)
 AX0008
 AX0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0008'RECOVERED IN GOOD CONDITION.
 AX0008
 AX0008                          STATION RECOVERY (1986)
 AX0008
 AX0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0008'NOT RECOVERED.
 AX0008
 AX0008                          STATION RECOVERY (1987)
 AX0008
 AX0008'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX0008'MARK NOT FOUND.
 AX0008
 AX0008                          STATION RECOVERY (1999)
 AX0008
 AX0008'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0008'MARK NOT FOUND.
 AX0008
 AX0008                          STATION RECOVERY (2004)
 AX0008
 AX0008'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0057 ***********************************************************************
 AX0057  DESIGNATION -  B 769
 AX0057  PID         -  AX0057
 AX0057  STATE/COUNTY-  TX/AUSTIN
 AX0057  USGS QUAD   -  REXVILLE (1981)
 AX0057
 AX0057                         *CURRENT SURVEY CONTROL
 AX0057  ___________________________________________________________________
 AX0057* NAD 83(1986)-  29 44 12.     (N)    096 08 38.     (W)     SCALED    
 AX0057* NAVD 88     -        45.99   (+/-2cm)     150.9    (feet)  VERTCON   
 AX0057  ___________________________________________________________________
 AX0057  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0057
 AX0057  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX0057
 AX0057.The horizontal coordinates were scaled from a topographic map and have
 AX0057.an estimated accuracy of +/- 6 seconds.
 AX0057
 AX0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0057.The vertical order pertains to the NGVD 29 superseded value.
 AX0057
 AX0057.The geoid height was determined by GEOID03.
 AX0057
 AX0057;                    North         East    Units  Estimated Accuracy
 AX0057;SPC TXSC     - 4,214,310.      876,240.      MT  (+/- 180 meters Scaled)
 AX0057
 AX0057                          SUPERSEDED SURVEY CONTROL
 AX0057
 AX0057  NGVD 29 (??/??/92)   45.973  (m)          150.83   (f) ADJ UNCH    1 2
 AX0057
 AX0057.Superseded values are not recommended for survey control.
 AX0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0057.See file dsdata.txt to determine how the superseded data were derived.
 AX0057
 AX0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT762930(NAD 83)
 AX0057_MARKER: DB = BENCH MARK DISK
 AX0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0057_SP_SET: CULVERT
 AX0057_STAMPING: B 769 1943
 AX0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0057
 AX0057  HISTORY     - Date     Condition        Report By
 AX0057  HISTORY     - 1943     MONUMENTED       CGS
 AX0057  HISTORY     - 1959     MARK NOT FOUND   NGS
 AX0057  HISTORY     - 19910607 GOOD             USPSQD
 AX0057  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0057  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 AX0057
 AX0057                          STATION DESCRIPTION
 AX0057
 AX0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0057'3.25 MI S FROM SEALY.
 AX0057'ABOUT 3-1/4 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 AX0057'FROM THE STATION AT SEALY, AUSTIN COUNTY, ABOUT 0.3 MILE NORTH OF MILE
 AX0057'POLE 91, AT A LARGE CONCRETE CULVERT UNDER STATE HIGHWAY 36, IN THE
 AX0057'TOP OF THE SOUTH END OF THE WEST HEAD WALL, 27 FEET NORTH OF THE
 AX0057'CENTER LINE OF A DIRT ROAD LEADING WEST, 17.3 FEET WEST OF THE CENTER
 AX0057'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A
 AX0057'STANDARD DISK, STAMPED B 769 1943.
 AX0057
 AX0057                          STATION RECOVERY (1959)
 AX0057
 AX0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AX0057'MARK NOT FOUND.
 AX0057
 AX0057                          STATION RECOVERY (1991)
 AX0057
 AX0057'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0057'RECOVERED IN GOOD CONDITION.
 AX0057
 AX0057                          STATION RECOVERY (1999)
 AX0057
 AX0057'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0057'MARK NOT FOUND.
 AX0057
 AX0057                          STATION RECOVERY (2004)
 AX0057
 AX0057'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0372 ***********************************************************************
 BN0372  DESIGNATION -  B 77
 BN0372  PID         -  BN0372
 BN0372  STATE/COUNTY-  TX/MENARD
 BN0372  USGS QUAD   -  MENARD (1987)
 BN0372
 BN0372                         *CURRENT SURVEY CONTROL
 BN0372  ___________________________________________________________________
 BN0372* NAD 83(1986)-  30 54 13.     (N)    099 47 30.     (W)     SCALED    
 BN0372* NAVD 88     -       585.565  (meters)    1921.14   (feet)  POSTED    
 BN0372  ___________________________________________________________________
 BN0372  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 BN0372  DYNAMIC HT  -         584.750 (meters)    1918.47  (feet)  COMP
 BN0372  MODELED GRAV-     979,222.5   (mgal)                       NAVD 88
 BN0372
 BN0372  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0372
 BN0372.The horizontal coordinates were scaled from a topographic map and have
 BN0372.an estimated accuracy of +/- 6 seconds.
 BN0372
 BN0372.The orthometric height was determined by differential leveling
 BN0372.and adjusted by the National Geodetic Survey in 1992..
 BN0372.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0372.rate of 0.0 thru 1.0 mm/km.
 BN0372
 BN0372.The geoid height was determined by GEOID03.
 BN0372
 BN0372.The dynamic height is computed by dividing the NAVD 88
 BN0372.geopotential number by the normal gravity value computed on the
 BN0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0372.degrees latitude (g = 980.6199 gals.).
 BN0372
 BN0372.The modeled gravity was interpolated from observed gravity values.
 BN0372
 BN0372;                    North         East    Units  Estimated Accuracy
 BN0372;SPC TX C     - 3,137,250.      751,780.      MT  (+/- 180 meters Scaled)
 BN0372
 BN0372                          SUPERSEDED SURVEY CONTROL
 BN0372
 BN0372  NGVD 29 (??/??/92)  585.490  (m)         1920.90   (f) ADJ UNCH    1 2
 BN0372
 BN0372.Superseded values are not recommended for survey control.
 BN0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0372.See file dsdata.txt to determine how the superseded data were derived.
 BN0372
 BN0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV243191(NAD 83)
 BN0372_MARKER: DB = BENCH MARK DISK
 BN0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0372_STAMPING: B 77 1931 1920.895
 BN0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0372+STABILITY: SURFACE MOTION
 BN0372
 BN0372  HISTORY     - Date     Condition        Report By
 BN0372  HISTORY     - 1931     MONUMENTED       CGS
 BN0372  HISTORY     - 1970     GOOD             USGS
 BN0372
 BN0372                          STATION DESCRIPTION
 BN0372
 BN0372'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BN0372'1.0 MI S FROM MENARD.
 BN0372'MENARD COURTHOUSE, 1.2 MILES SOUTH ALONG STREETS, U.S. 83, AND STATE
 BN0372'FARM ROAD NO. 2291, ABOUT 100 FT. NW OF PRESENT ROAD ALIGNMENT, 20 FT.
 BN0372'NW OF THE ROW FENCE, AND IN THE FRONT YARD OF A HOUSE, STD. DISK IN.
 BN0372'CONCRETE POST, STAMPED AS NOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0738 ***********************************************************************
 AE0738  DESIGNATION -  B 770
 AE0738  PID         -  AE0738
 AE0738  STATE/COUNTY-  TX/STARR
 AE0738  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0738
 AE0738                         *CURRENT SURVEY CONTROL
 AE0738  ___________________________________________________________________
 AE0738* NAD 83(1986)-  26 25 49.     (N)    098 55 48.     (W)     SCALED    
 AE0738* NAVD 88     -        90.319  (meters)     296.32   (feet)  ADJUSTED  
 AE0738  ___________________________________________________________________
 AE0738  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 AE0738  DYNAMIC HT  -          90.170 (meters)     295.83  (feet)  COMP
 AE0738  MODELED GRAV-     979,002.7   (mgal)                       NAVD 88
 AE0738
 AE0738  VERT ORDER  -  FIRST     CLASS II
 AE0738
 AE0738.The horizontal coordinates were scaled from a topographic map and have
 AE0738.an estimated accuracy of +/- 6 seconds.
 AE0738
 AE0738.The orthometric height was determined by differential leveling
 AE0738.and adjusted by the National Geodetic Survey in June 1991..
 AE0738
 AE0738.The geoid height was determined by GEOID03.
 AE0738
 AE0738.The dynamic height is computed by dividing the NAVD 88
 AE0738.geopotential number by the normal gravity value computed on the
 AE0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0738.degrees latitude (g = 980.6199 gals.).
 AE0738
 AE0738.The modeled gravity was interpolated from observed gravity values.
 AE0738
 AE0738;                    North         East    Units  Estimated Accuracy
 AE0738;SPC TX S     - 5,084,680.      257,110.      MT  (+/- 180 meters Scaled)
 AE0738
 AE0738                          SUPERSEDED SURVEY CONTROL
 AE0738
 AE0738  NGVD 29 (??/??/92)   90.367  (m)          296.48   (f) ADJ UNCH    1 2
 AE0738
 AE0738.Superseded values are not recommended for survey control.
 AE0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0738.See file dsdata.txt to determine how the superseded data were derived.
 AE0738
 AE0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ069233(NAD 83)
 AE0738_MARKER: DB = BENCH MARK DISK
 AE0738_SETTING: 66 = SET IN ROCK OUTCROP
 AE0738_SP_SET: LIMESTONE BED ROCK
 AE0738_STAMPING: B 770 1942
 AE0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0738+STABILITY: POSITION/ELEVATION WELL
 AE0738
 AE0738  HISTORY     - Date     Condition        Report By
 AE0738  HISTORY     - 1942     MONUMENTED       CGS
 AE0738  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0738  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0738
 AE0738                          STATION DESCRIPTION
 AE0738
 AE0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0738'1.9 MI NE FROM GARCENO.
 AE0738'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO.83 AND THE HEBBRONVILLE
 AE0738'ROAD AT GARCENO, PROCEED 1.9 MILE NORTHERLY ALONG THE HEBBRONVILLE
 AE0738'ROAD TO THE TOP OF A ROCKY HILL AND SITE OF BENCH MARK.  BENCH MARK IS
 AE0738'SET HORIZONTALLY IN THE TOP OF A LARGE LIME STONE BED ROCK OUTCROP. IT
 AE0738'IS 0.15 MILE NORTH OF AND ACROSS THE ROAD FROM A FENCE CORNER, 50.0
 AE0738'FEET WEST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD, 21.0
 AE0738'FEET WEST OF THE WEST RIGHT-OF-WAY FENCE.
 AE0738
 AE0738                          STATION RECOVERY (1965)
 AE0738
 AE0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0738'MARK NOT FOUND.
 AE0738
 AE0738                          STATION RECOVERY (1981)
 AE0738
 AE0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0738'MARK NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0785 ***********************************************************************
 AE0785  DESIGNATION -  B 771
 AE0785  PID         -  AE0785
 AE0785  STATE/COUNTY-  TX/JIM HOGG
 AE0785  USGS QUAD   -  GUERRA (1983)
 AE0785
 AE0785                         *CURRENT SURVEY CONTROL
 AE0785  ___________________________________________________________________
 AE0785* NAD 83(1986)-  26 57 56.     (N)    098 54 22.     (W)     SCALED    
 AE0785* NAVD 88     -       166.687  (meters)     546.87   (feet)  ADJUSTED  
 AE0785  ___________________________________________________________________
 AE0785  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AE0785  DYNAMIC HT  -         166.412 (meters)     545.97  (feet)  COMP
 AE0785  MODELED GRAV-     978,999.5   (mgal)                       NAVD 88
 AE0785
 AE0785  VERT ORDER  -  SECOND    CLASS 0
 AE0785
 AE0785.The horizontal coordinates were scaled from a topographic map and have
 AE0785.an estimated accuracy of +/- 6 seconds.
 AE0785
 AE0785.The orthometric height was determined by differential leveling
 AE0785.and adjusted by the National Geodetic Survey in June 1991..
 AE0785
 AE0785.The geoid height was determined by GEOID03.
 AE0785
 AE0785.The dynamic height is computed by dividing the NAVD 88
 AE0785.geopotential number by the normal gravity value computed on the
 AE0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0785.degrees latitude (g = 980.6199 gals.).
 AE0785
 AE0785.The modeled gravity was interpolated from observed gravity values.
 AE0785
 AE0785;                    North         East    Units  Estimated Accuracy
 AE0785;SPC TX S     - 5,143,970.      259,680.      MT  (+/- 180 meters Scaled)
 AE0785
 AE0785                          SUPERSEDED SURVEY CONTROL
 AE0785
 AE0785  NGVD 29 (??/??/92)  166.712  (m)          546.95   (f) ADJ UNCH    2 0
 AE0785
 AE0785.Superseded values are not recommended for survey control.
 AE0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0785.See file dsdata.txt to determine how the superseded data were derived.
 AE0785
 AE0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ093826(NAD 83)
 AE0785_MARKER: DB = BENCH MARK DISK
 AE0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0785_STAMPING: B 771 1942
 AE0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0785+STABILITY: SURFACE MOTION
 AE0785
 AE0785  HISTORY     - Date     Condition        Report By
 AE0785  HISTORY     - 1942     MONUMENTED       CGS
 AE0785  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0785
 AE0785                          STATION DESCRIPTION
 AE0785
 AE0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0785'6.25 MI N FROM GUERRA.
 AE0785'TO REACH FROM THE SCHOOL BUILDING AT GUERRA, PROCEED 6.25 MILES
 AE0785'NORTHERLY ALONG A GRAVEL ROAD TO THE TOP OF A SLIGHT GRADE AND SITE OF
 AE0785'BENCH MARK.  BENCH MARK IS 0.7 MILE NORTH OF THE ENTRANCE TO THE
 AE0785'HUMBLE OIL CAMP.  IT IS 69.0 FEET WEST OF AND ABOUT THE SAME ELEVATION
 AE0785'AS THE CENTERLINE OF GRAVEL ROAD.  1.5 FOOT EAST OF THE RIGHT OF WAY
 AE0785'FENCE.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER
 AE0785'POST AND PROJECTS 0.5 FOOT.  NOTE-- THIS BENCH MARK IS 0.2 MILE SOUTH
 AE0785'OF THE INTERSECTION OF A GRAVEL ROAD LEADING SOUTHWEST TO SANTA ROSA.
 AE0785
 AE0785                          STATION RECOVERY (1972)
 AE0785
 AE0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0846 ***********************************************************************
 AE0846  DESIGNATION -  B 772
 AE0846  PID         -  AE0846
 AE0846  STATE/COUNTY-  TX/STARR
 AE0846  USGS QUAD   -  LAS ISLAS RANCH (1993)
 AE0846
 AE0846                         *CURRENT SURVEY CONTROL
 AE0846  ___________________________________________________________________
 AE0846* NAD 83(1986)-  26 42 08.     (N)    098 39 44.     (W)     SCALED    
 AE0846* NAVD 88     -       161.212  (meters)     528.91   (feet)  ADJUSTED  
 AE0846  ___________________________________________________________________
 AE0846  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AE0846  DYNAMIC HT  -         160.947 (meters)     528.04  (feet)  COMP
 AE0846  MODELED GRAV-     978,999.6   (mgal)                       NAVD 88
 AE0846
 AE0846  VERT ORDER  -  SECOND    CLASS 0
 AE0846
 AE0846.The horizontal coordinates were scaled from a topographic map and have
 AE0846.an estimated accuracy of +/- 6 seconds.
 AE0846
 AE0846.The orthometric height was determined by differential leveling
 AE0846.and adjusted by the National Geodetic Survey in June 1991..
 AE0846
 AE0846.The geoid height was determined by GEOID03.
 AE0846
 AE0846.The dynamic height is computed by dividing the NAVD 88
 AE0846.geopotential number by the normal gravity value computed on the
 AE0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0846.degrees latitude (g = 980.6199 gals.).
 AE0846
 AE0846.The modeled gravity was interpolated from observed gravity values.
 AE0846
 AE0846;                    North         East    Units  Estimated Accuracy
 AE0846;SPC TX S     - 5,114,740.      283,860.      MT  (+/- 180 meters Scaled)
 AE0846
 AE0846                          SUPERSEDED SURVEY CONTROL
 AE0846
 AE0846  NGVD 29 (??/??/92)  161.257  (m)          529.06   (f) ADJ UNCH    2 0
 AE0846
 AE0846.Superseded values are not recommended for survey control.
 AE0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0846.See file dsdata.txt to determine how the superseded data were derived.
 AE0846
 AE0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ336534(NAD 83)
 AE0846_MARKER: DB = BENCH MARK DISK
 AE0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0846_STAMPING: B 772 1942
 AE0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0846+STABILITY: SURFACE MOTION
 AE0846
 AE0846  HISTORY     - Date     Condition        Report By
 AE0846  HISTORY     - 1942     MONUMENTED       CGS
 AE0846  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0846
 AE0846                          STATION DESCRIPTION
 AE0846
 AE0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0846'8.7 MI W FROM LA GLORIA.
 AE0846'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 8.7 MILES
 AE0846'WESTERLY ALONG A COUNTY GRADED ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE0846'IS 0.1 MILE EAST OF A 2.0 FOOT IRON PIPE CULVERT UNDER THE ROAD. IT IS
 AE0846'0.1 MILE WEST OF A CATTLE GUARD ACROSS THE ROAD, 26.6 FEET SOUTH OF
 AE0846'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. MONUMENT
 AE0846'IS 2.3 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AE0846'0.1 FOOT ABOVE THE GROUND.
 AE0846
 AE0846                          STATION RECOVERY (1972)
 AE0846
 AE0846'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1133 ***********************************************************************
 AE1133  DESIGNATION -  B 773
 AE1133  PID         -  AE1133
 AE1133  STATE/COUNTY-  TX/ZAPATA
 AE1133  USGS QUAD   -  LOPENO (1965)
 AE1133
 AE1133                         *CURRENT SURVEY CONTROL
 AE1133  ___________________________________________________________________
 AE1133* NAD 83(1986)-  26 40 09.     (N)    099 04 09.     (W)     SCALED    
 AE1133* NAVD 88     -       133.379  (meters)     437.59   (feet)  ADJUSTED  
 AE1133  ___________________________________________________________________
 AE1133  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AE1133  DYNAMIC HT  -         133.162 (meters)     436.88  (feet)  COMP
 AE1133  MODELED GRAV-     979,017.3   (mgal)                       NAVD 88
 AE1133
 AE1133  VERT ORDER  -  SECOND    CLASS 0
 AE1133
 AE1133.The horizontal coordinates were scaled from a topographic map and have
 AE1133.an estimated accuracy of +/- 6 seconds.
 AE1133
 AE1133.The orthometric height was determined by differential leveling
 AE1133.and adjusted by the National Geodetic Survey in June 1991..
 AE1133
 AE1133.The geoid height was determined by GEOID03.
 AE1133
 AE1133.The dynamic height is computed by dividing the NAVD 88
 AE1133.geopotential number by the normal gravity value computed on the
 AE1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1133.degrees latitude (g = 980.6199 gals.).
 AE1133
 AE1133.The modeled gravity was interpolated from observed gravity values.
 AE1133
 AE1133;                    North         East    Units  Estimated Accuracy
 AE1133;SPC TX S     - 5,111,200.      243,350.      MT  (+/- 180 meters Scaled)
 AE1133
 AE1133                          SUPERSEDED SURVEY CONTROL
 AE1133
 AE1133  NGVD 29 (??/??/92)  133.424  (m)          437.74   (f) ADJ UNCH    2 0
 AE1133
 AE1133.Superseded values are not recommended for survey control.
 AE1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1133.See file dsdata.txt to determine how the superseded data were derived.
 AE1133
 AE1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ931497(NAD 83)
 AE1133_MARKER: DB = BENCH MARK DISK
 AE1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1133_STAMPING: B 773 1942
 AE1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1133+STABILITY: SURFACE MOTION
 AE1133
 AE1133  HISTORY     - Date     Condition        Report By
 AE1133  HISTORY     - 1942     MONUMENTED       CGS
 AE1133  HISTORY     - 1965     GOOD             USGS
 AE1133
 AE1133                          STATION DESCRIPTION
 AE1133
 AE1133'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE1133'8.0 MI NE FROM FALCON.
 AE1133'4.4 MI. SOUTH ALONG U.S. HWY 83 FROM THE POST OFFICE AT LOPENO. THENCE
 AE1133'THENCE 2.4 MI. NE ALONG A GRADED GRAVEL ROAD (COUNTY RD).  500 FT SW
 AE1133'OF A GAS PIPELINE CROSSING THE RD, 120 FT NE OF A BRUSH LINE (NW-SE).
 AE1133'20 FT NW OF THE CENTER LINE OF THE RD, 2 FT NW OF THE ROW FENCE. AND 2
 AE1133'FT HIGHER THAN THE RD.  A USC AND GS STANDARD DISK, STAMPED B 773
 AE1133'1942, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT ABOVE THE
 AE1133'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1008 ***********************************************************************
 AE1008  DESIGNATION -  B 774
 AE1008  PID         -  AE1008
 AE1008  STATE/COUNTY-  TX/STARR
 AE1008  USGS QUAD   -  SALINENO (1980)
 AE1008
 AE1008                         *CURRENT SURVEY CONTROL
 AE1008  ___________________________________________________________________
 AE1008* NAD 83(1986)-  26 33 40.     (N)    099 07 26.     (W)     SCALED    
 AE1008* NAVD 88     -        90.603  (meters)     297.25   (feet)  ADJUSTED  
 AE1008  ___________________________________________________________________
 AE1008  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AE1008  DYNAMIC HT  -          90.454 (meters)     296.76  (feet)  COMP
 AE1008  MODELED GRAV-     979,011.3   (mgal)                       NAVD 88
 AE1008
 AE1008  VERT ORDER  -  SECOND    CLASS 0
 AE1008
 AE1008.The horizontal coordinates were scaled from a topographic map and have
 AE1008.an estimated accuracy of +/- 6 seconds.
 AE1008
 AE1008.The orthometric height was determined by differential leveling
 AE1008.and adjusted by the National Geodetic Survey in June 1991..
 AE1008
 AE1008.The geoid height was determined by GEOID03.
 AE1008
 AE1008.The dynamic height is computed by dividing the NAVD 88
 AE1008.geopotential number by the normal gravity value computed on the
 AE1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1008.degrees latitude (g = 980.6199 gals.).
 AE1008
 AE1008.The modeled gravity was interpolated from observed gravity values.
 AE1008
 AE1008;                    North         East    Units  Estimated Accuracy
 AE1008;SPC TX S     - 5,099,250.      237,840.      MT  (+/- 180 meters Scaled)
 AE1008
 AE1008                          SUPERSEDED SURVEY CONTROL
 AE1008
 AE1008  NGVD 29 (??/??/92)   90.64   (m)          297.4    (f) COMPUTED    2 0
 AE1008
 AE1008.Superseded values are not recommended for survey control.
 AE1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1008.See file dsdata.txt to determine how the superseded data were derived.
 AE1008
 AE1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ876378(NAD 83)
 AE1008_MARKER: DB = BENCH MARK DISK
 AE1008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1008_SP_SET: CULVERT
 AE1008_STAMPING: B 774 1942
 AE1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1008
 AE1008  HISTORY     - Date     Condition        Report By
 AE1008  HISTORY     - 1942     MONUMENTED       CGS
 AE1008  HISTORY     - 1957     MARK NOT FOUND   USGS
 AE1008
 AE1008                          STATION DESCRIPTION
 AE1008
 AE1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE1008'13.25 MI NW FROM ROMA.
 AE1008'TO REACH FROM THE CATHOLIC CHURCH AT ROMA, PROCEED 13.25 MILES
 AE1008'NORTHWESTERLY ALONG U.S. HIGHWAY NO.83 TO A CONCRETE CULVERT AND SITE
 AE1008'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AE1008'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 2X3 FOOT CONCRETE BOX
 AE1008'CULVERT UNDER THE HIGHWAY.  IT IS 17.3 FEET SOUTHWEST OF AND ABOUT 0.5
 AE1008'FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AE1008
 AE1008                          STATION RECOVERY (1957)
 AE1008
 AE1008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AE1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0331 ***********************************************************************
 AE0331  DESIGNATION -  B 775
 AE0331  PID         -  AE0331
 AE0331  STATE/COUNTY-  TX/HIDALGO
 AE0331  USGS QUAD   -  DONNA (1983)
 AE0331
 AE0331                         *CURRENT SURVEY CONTROL
 AE0331  ___________________________________________________________________
 AE0331* NAD 83(1986)-  26 10 01.     (N)    098 01 50.     (W)     SCALED    
 AE0331* NAVD 88     -        26.018  (meters)      85.36   (feet)  ADJUSTED  
 AE0331  ___________________________________________________________________
 AE0331  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AE0331  DYNAMIC HT  -          25.975 (meters)      85.22  (feet)  COMP
 AE0331  MODELED GRAV-     979,004.9   (mgal)                       NAVD 88
 AE0331
 AE0331  VERT ORDER  -  FIRST     CLASS II
 AE0331
 AE0331.The horizontal coordinates were scaled from a topographic map and have
 AE0331.an estimated accuracy of +/- 6 seconds.
 AE0331
 AE0331.The orthometric height was determined by differential leveling
 AE0331.and adjusted by the National Geodetic Survey in June 1991..
 AE0331
 AE0331.The geoid height was determined by GEOID03.
 AE0331
 AE0331.The dynamic height is computed by dividing the NAVD 88
 AE0331.geopotential number by the normal gravity value computed on the
 AE0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0331.degrees latitude (g = 980.6199 gals.).
 AE0331
 AE0331.The modeled gravity was interpolated from observed gravity values.
 AE0331
 AE0331;                    North         East    Units  Estimated Accuracy
 AE0331;SPC TX S     - 5,055,520.      346,930.      MT  (+/- 180 meters Scaled)
 AE0331
 AE0331                          SUPERSEDED SURVEY CONTROL
 AE0331
 AE0331.No superseded survey control is available for this station.
 AE0331
 AE0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP968945(NAD 83)
 AE0331_MARKER: DB = BENCH MARK DISK
 AE0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0331_SP_SET: CULVERT
 AE0331_STAMPING: B 775 1942
 AE0331_MARK LOGO: CGS   
 AE0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0331
 AE0331  HISTORY     - Date     Condition        Report By
 AE0331  HISTORY     - 1942     MONUMENTED       CGS
 AE0331  HISTORY     - 1943     GOOD             USGS
 AE0331  HISTORY     - 1981     GOOD             NGS
 AE0331  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0331
 AE0331                          STATION DESCRIPTION
 AE0331
 AE0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0331'2.6 MI W FROM WESLACO.
 AE0331'BENCH MARK IS SET HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL
 AE0331'OF A CONCRETE BOX CULVERT UNDER U.S. HIGHWAY NO. 83.  IT IS 8
 AE0331'TELEGRAPH POLES WEST OF MILE POST NO. A-21, 51.0 FEET SOUTH OF THE
 AE0331'CENTERLINE OF TRACK.  IT IS 90.0 FEET NORTHWEST OF THE CENTERLINE OF
 AE0331'INTERSECTION OF PAVED ROAD, 21.0 FEET NORTH OF AND ABOUT 0.5 FOOT
 AE0331'BELOW THE CENTERLINE OF HIGHWAY.  NOTE-- TO REACH FROM THE RAILROAD
 AE0331'STATION AT WESLACO, PROCEED 2.6 MILES WEST ALONG THE MISSOURI PACIFIC
 AE0331'RAILROAD TO A PAVED ROAD CROSSING AND SITE OF BENCH MARK.
 AE0331
 AE0331                          STATION RECOVERY (1943)
 AE0331
 AE0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 AE0331'BENCH MARK IS ABOUT 2.6 MILES WESTERLY ALONG THE MISSOURI RAILROAD
 AE0331'FROM THE STATION AT WESLACO, ABOUT 1.6 MILES EAST OF THE STATION AT
 AE0331'DONNA, AT A GRADE CROSSING AND 51.0 FEET SOUTH OF THE CENTERLINE OF
 AE0331'THE TRACKS. IT IS 81.0 FEET WEST OF THE CENTER OF INTERSECTION OF THE
 AE0331'CROSSROAD WITH U.S. HIGHWAY NO 83, 25.0 FEET NORTH OF THE CENTERLINE
 AE0331'OF THE HIGHWAY AND IS SET HORIZONTALLY IN THE WEST END OF THE NORTH
 AE0331'HEADWALL OF CONCRETE CULVERT UNDER THE HIGHWAY. A DISK SET IN DRILL
 AE0331'HOLE.
 AE0331
 AE0331                          STATION RECOVERY (1981)
 AE0331
 AE0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0331'2.2 KM (1.35 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE0331'OF LOOP 433 NORTH AT DONNA, AT THE JUNCTION OF VICTORIA ROAD, SET IN
 AE0331'THE TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 AE0331'7.6 (25.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 24.7 (81.0 FT)
 AE0331'WEST OF THE CENTERLINE OF THE HIGHWAY, 15.2 (50.0 FT) SOUTH OF THE
 AE0331'SOUTH RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS, 0.31 METERS
 AE0331'(1.0 FT) EAST OF THE WEST END OF THE HEADWALL.
 AE0331
 AE0331                          STATION RECOVERY (1987)
 AE0331
 AE0331'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0065 ***********************************************************************
 AB0065  DESIGNATION -  B 776
 AB0065  PID         -  AB0065
 AB0065  STATE/COUNTY-  TX/CAMERON
 AB0065  USGS QUAD   -  PALMITO HILL (1983)
 AB0065
 AB0065                         *CURRENT SURVEY CONTROL
 AB0065  ___________________________________________________________________
 AB0065* NAD 83(1986)-  25 57 43.     (N)    097 17 09.     (W)     SCALED    
 AB0065* NAVD 88     -         2.111  (meters)       6.93   (feet)  ADJUSTED  
 AB0065  ___________________________________________________________________
 AB0065  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB0065  DYNAMIC HT  -           2.107 (meters)       6.91  (feet)  COMP
 AB0065  MODELED GRAV-     979,054.0   (mgal)                       NAVD 88
 AB0065
 AB0065  VERT ORDER  -  SECOND    CLASS 0
 AB0065
 AB0065.The horizontal coordinates were scaled from a topographic map and have
 AB0065.an estimated accuracy of +/- 6 seconds.
 AB0065
 AB0065.The orthometric height was determined by differential leveling
 AB0065.and adjusted by the National Geodetic Survey in June 1991..
 AB0065
 AB0065.The geoid height was determined by GEOID03.
 AB0065
 AB0065.The dynamic height is computed by dividing the NAVD 88
 AB0065.geopotential number by the normal gravity value computed on the
 AB0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0065.degrees latitude (g = 980.6199 gals.).
 AB0065
 AB0065.The modeled gravity was interpolated from observed gravity values.
 AB0065
 AB0065;                    North         East    Units  Estimated Accuracy
 AB0065;SPC TX S     - 5,033,300.      421,600.      MT  (+/- 180 meters Scaled)
 AB0065
 AB0065                          SUPERSEDED SURVEY CONTROL
 AB0065
 AB0065  NGVD 29 (??/??/92)    2.209  (m)            7.25   (f) ADJ UNCH    2 0
 AB0065
 AB0065.Superseded values are not recommended for survey control.
 AB0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0065.See file dsdata.txt to determine how the superseded data were derived.
 AB0065
 AB0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP716725(NAD 83)
 AB0065_MARKER: DB = BENCH MARK DISK
 AB0065_SETTING: 0 = UNSPECIFIED SETTING
 AB0065_STAMPING: B 776 1942
 AB0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0065
 AB0065  HISTORY     - Date     Condition        Report By
 AB0065  HISTORY     - 1942     MONUMENTED       CGS
 AB0065  HISTORY     - 1949     GOOD             NGS
 AB0065
 AB0065                          STATION DESCRIPTION
 AB0065
 AB0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AB0065'15.6 MI NE FROM BROWNSVILLE.
 AB0065'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 4 AND STATE HIGHWAY
 AB0065'48, NE OF BROWNSVILLE, GO E ON HIGHWAY 4 ABOUT 12.75 MILES TO BENCH
 AB0065'MARK SITE, 105 FT. N OF AND ABOUT 4.0 FT. BELOW CENTERLINE OF HIGHWAY,
 AB0065'27 FT. W OF CENTERLINE OF GRADED APPROACH ROAD TO HIGHWAY, 4.0 FT. SW
 AB0065'OF TELEPHONE POLE, AND 3.0 FT. E OF 4X4 INCH WOOD WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0112 ***********************************************************************
 AB0112  DESIGNATION -  B 777
 AB0112  PID         -  AB0112
 AB0112  STATE/COUNTY-  TX/CAMERON
 AB0112  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0112
 AB0112                         *CURRENT SURVEY CONTROL
 AB0112  ___________________________________________________________________
 AB0112* NAD 83(1986)-  25 52 57.     (N)    097 27 01.     (W)     SCALED    
 AB0112* NAVD 88     -         8.522  (meters)      27.96   (feet)  ADJUSTED  
 AB0112  ___________________________________________________________________
 AB0112  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AB0112  DYNAMIC HT  -           8.508 (meters)      27.91  (feet)  COMP
 AB0112  MODELED GRAV-     979,029.2   (mgal)                       NAVD 88
 AB0112
 AB0112  VERT ORDER  -  SECOND    CLASS 0
 AB0112
 AB0112.The horizontal coordinates were scaled from a topographic map and have
 AB0112.an estimated accuracy of +/- 6 seconds.
 AB0112
 AB0112.The orthometric height was determined by differential leveling
 AB0112.and adjusted by the National Geodetic Survey in June 1991..
 AB0112
 AB0112.The geoid height was determined by GEOID03.
 AB0112
 AB0112.The dynamic height is computed by dividing the NAVD 88
 AB0112.geopotential number by the normal gravity value computed on the
 AB0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0112.degrees latitude (g = 980.6199 gals.).
 AB0112
 AB0112.The modeled gravity was interpolated from observed gravity values.
 AB0112
 AB0112;                    North         East    Units  Estimated Accuracy
 AB0112;SPC TX S     - 5,024,350.      405,210.      MT  (+/- 180 meters Scaled)
 AB0112
 AB0112                          SUPERSEDED SURVEY CONTROL
 AB0112
 AB0112  NGVD 29 (??/??/92)    8.613  (m)           28.26   (f) ADJ UNCH    2 0
 AB0112
 AB0112.Superseded values are not recommended for survey control.
 AB0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0112.See file dsdata.txt to determine how the superseded data were derived.
 AB0112
 AB0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP552635(NAD 83)
 AB0112_MARKER: DD = SURVEY DISK
 AB0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0112_STAMPING: B 777 1942
 AB0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0112+STABILITY: SURFACE MOTION
 AB0112
 AB0112  HISTORY     - Date     Condition        Report By
 AB0112  HISTORY     - 1942     MONUMENTED       IBC
 AB0112  HISTORY     - 1950     GOOD             NGS
 AB0112
 AB0112                          STATION DESCRIPTION
 AB0112
 AB0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0112'3.8 MI SE FROM BROWNSVILLE.
 AB0112'TO REACH FROM THE INTERSECTION OF E 14TH STREET AND EAST TYLER STREET
 AB0112'IN BROWNSVILLE, PROCEED SE. ALONG EAST TYLER STREET 1.6 MILES TO A
 AB0112'ROAD CROSSING THE LEVEE, CONTINUE SE. ON THE ROAD ON TOP OF THE LEVEE
 AB0112'1.6 MILES TO A SECOND ROAD CROSSING THE LEVEE AND SITE OF BENCH MARK.
 AB0112'BENCH MARK IS 60 FEET NE. OF THE CENTERLINE OF THE ROAD ON TOP OF THE
 AB0112'LEVEE.  50 FEET SW. OF THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD
 AB0112'SPUR TO SOUTH POINT.  24 FEET W. OF THE CENTERLINE OF A N-S ROAD. AND
 AB0112'3.0 FEET W. OF A 4X4 INCH WITNESS POST.  AN I.B.C. DISK SET IN
 AB0112'CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0596 ***********************************************************************
 AJ0596  DESIGNATION -  B 778 RESET 1947
 AJ0596  PID         -  AJ0596
 AJ0596  STATE/COUNTY-  TX/JIM HOGG
 AJ0596  USGS QUAD   -  SAN PABLO RANCH (1972)
 AJ0596
 AJ0596                         *CURRENT SURVEY CONTROL
 AJ0596  ___________________________________________________________________
 AJ0596* NAD 83(1986)-  27 06 33.     (N)    098 47 55.     (W)     SCALED    
 AJ0596* NAVD 88     -       214.57   (meters)     704.0    (feet)  RESET     
 AJ0596  ___________________________________________________________________
 AJ0596  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AJ0596
 AJ0596  VERT ORDER  -  THIRD
 AJ0596
 AJ0596.The horizontal coordinates were scaled from a topographic map and have
 AJ0596.an estimated accuracy of +/- 6 seconds.
 AJ0596
 AJ0596.The orthometric height was computed from unverified reset data.
 AJ0596
 AJ0596.The geoid height was determined by GEOID03.
 AJ0596
 AJ0596;                    North         East    Units  Estimated Accuracy
 AJ0596;SPC TX S     - 5,159,850.      270,390.      MT  (+/- 180 meters Scaled)
 AJ0596
 AJ0596                          SUPERSEDED SURVEY CONTROL
 AJ0596
 AJ0596.No superseded survey control is available for this station.
 AJ0596
 AJ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ199985(NAD 83)
 AJ0596_MARKER: DB = BENCH MARK DISK
 AJ0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0596_STAMPING: B 778 RESET 1947
 AJ0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0596+STABILITY: SURFACE MOTION
 AJ0596
 AJ0596  HISTORY     - Date     Condition        Report By
 AJ0596  HISTORY     - 1947     MONUMENTED       CGS
 AJ0596  HISTORY     - 1968     MARK NOT FOUND   NGS
 AJ0596
 AJ0596                          STATION DESCRIPTION
 AJ0596
 AJ0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AJ0596'16.8 MI SW FROM HEBBRONVILLE.
 AJ0596'16.7 MILES SOUTHWEST ALONG THE ZAPATA ROAD FROM THE JUNCTION OF STATE
 AJ0596'HIGHWAY 285 AT HEBBRONVILLE, JIM HOGG COUNTY, 0.6 MILE SOUTH OF THE
 AJ0596'JUNCTION OF A ROAD LEADING EAST AT A HOUSE AND TANK, 45 FEET WEST OF
 AJ0596'THE CENTER LINE OF THE ROAD, 18 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 AJ0596'AND 4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AJ0596'STAMPED B 778 RESET 1947 AND SET IN THE TOP OF A CONCRETE POST
 AJ0596'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0646 ***********************************************************************
 AJ0646  DESIGNATION -  B 779
 AJ0646  PID         -  AJ0646
 AJ0646  STATE/COUNTY-  TX/JIM HOGG
 AJ0646  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0646
 AJ0646                         *CURRENT SURVEY CONTROL
 AJ0646  ___________________________________________________________________
 AJ0646* NAD 83(1986)-  27 08 03.     (N)    098 55 58.     (W)     SCALED    
 AJ0646* NAVD 88     -       222.185  (meters)     728.95   (feet)  POSTED    
 AJ0646  ___________________________________________________________________
 AJ0646  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AJ0646  DYNAMIC HT  -         221.830 (meters)     727.79  (feet)  COMP
 AJ0646  MODELED GRAV-     979,021.9   (mgal)                       NAVD 88
 AJ0646
 AJ0646  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0646
 AJ0646.The horizontal coordinates were scaled from a topographic map and have
 AJ0646.an estimated accuracy of +/- 6 seconds.
 AJ0646
 AJ0646.The orthometric height was determined by differential leveling
 AJ0646.and adjusted by the National Geodetic Survey in 1992..
 AJ0646.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0646.rate of 1.1 thru 2.0 mm/km.
 AJ0646
 AJ0646.The geoid height was determined by GEOID03.
 AJ0646
 AJ0646.The dynamic height is computed by dividing the NAVD 88
 AJ0646.geopotential number by the normal gravity value computed on the
 AJ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0646.degrees latitude (g = 980.6199 gals.).
 AJ0646
 AJ0646.The modeled gravity was interpolated from observed gravity values.
 AJ0646
 AJ0646;                    North         East    Units  Estimated Accuracy
 AJ0646;SPC TX S     - 5,162,660.      257,100.      MT  (+/- 180 meters Scaled)
 AJ0646
 AJ0646                          SUPERSEDED SURVEY CONTROL
 AJ0646
 AJ0646  NGVD 29 (??/??/92)  222.202  (m)          729.01   (f) ADJ UNCH    2 0
 AJ0646
 AJ0646.Superseded values are not recommended for survey control.
 AJ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0646.See file dsdata.txt to determine how the superseded data were derived.
 AJ0646
 AJ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR066012(NAD 83)
 AJ0646_MARKER: DB = BENCH MARK DISK
 AJ0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0646_STAMPING: B 779 1943
 AJ0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0646+STABILITY: SURFACE MOTION
 AJ0646
 AJ0646  HISTORY     - Date     Condition        Report By
 AJ0646  HISTORY     - 1943     MONUMENTED       CGS
 AJ0646  HISTORY     - 1973     MARK NOT FOUND   USGS
 AJ0646
 AJ0646                          STATION DESCRIPTION
 AJ0646
 AJ0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0646'4.4 MI NW FROM PETROLEUM.
 AJ0646'TO REACH FROM THE PETROLEUM X-ROADS, PROCEED WESTERLY ON GRADED ROAD,
 AJ0646'GO 0.4 MILE.  TURN NORTHERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE, AND
 AJ0646'GO 4.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 1.0 MILE NORTH OF A
 AJ0646'CATTLEGUARD.  21 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0646'CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER
 AJ0646'POST.  AND 1.0 FOOT WEST OF THE RIGHT OF WAY FENCE.
 AJ0646
 AJ0646                          STATION RECOVERY (1973)
 AJ0646
 AJ0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AJ0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0327 ***********************************************************************
 BN0327  DESIGNATION -  B 78
 BN0327  PID         -  BN0327
 BN0327  STATE/COUNTY-  TX/EDWARDS
 BN0327  USGS QUAD   -  BRADFORD CREEK (1971)
 BN0327
 BN0327                         *CURRENT SURVEY CONTROL
 BN0327  ___________________________________________________________________
 BN0327* NAD 83(1986)-  30 14 52.     (N)    099 57 31.     (W)     SCALED    
 BN0327* NAVD 88     -       584.310  (meters)    1917.02   (feet)  ADJUSTED  
 BN0327  ___________________________________________________________________
 BN0327  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BN0327  DYNAMIC HT  -         583.459 (meters)    1914.23  (feet)  COMP
 BN0327  MODELED GRAV-     979,166.5   (mgal)                       NAVD 88
 BN0327
 BN0327  VERT ORDER  -  FIRST     CLASS II
 BN0327
 BN0327.The horizontal coordinates were scaled from a topographic map and have
 BN0327.an estimated accuracy of +/- 6 seconds.
 BN0327
 BN0327.The orthometric height was determined by differential leveling
 BN0327.and adjusted by the National Geodetic Survey in June 1991..
 BN0327
 BN0327.The geoid height was determined by GEOID03.
 BN0327
 BN0327.The dynamic height is computed by dividing the NAVD 88
 BN0327.geopotential number by the normal gravity value computed on the
 BN0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0327.degrees latitude (g = 980.6199 gals.).
 BN0327
 BN0327.The modeled gravity was interpolated from observed gravity values.
 BN0327
 BN0327;                    North         East    Units  Estimated Accuracy
 BN0327;SPC TXSC     - 4,267,970.      507,740.      MT  (+/- 180 meters Scaled)
 BN0327
 BN0327                          SUPERSEDED SURVEY CONTROL
 BN0327
 BN0327  NGVD 29 (??/??/92)  584.271  (m)         1916.90   (f) ADJ UNCH    1 2
 BN0327
 BN0327.Superseded values are not recommended for survey control.
 BN0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0327.See file dsdata.txt to determine how the superseded data were derived.
 BN0327
 BN0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU077466(NAD 83)
 BN0327_MARKER: DB = BENCH MARK DISK
 BN0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0327_STAMPING: 1916.896 B-78 1931
 BN0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0327+STABILITY: SURFACE MOTION
 BN0327
 BN0327  HISTORY     - Date     Condition        Report By
 BN0327  HISTORY     - 1931     MONUMENTED       CGS
 BN0327  HISTORY     - 1971     GOOD             USGS
 BN0327
 BN0327                          STATION DESCRIPTION
 BN0327
 BN0327'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BN0327'23.2 MI N FROM ROCKSPRINGS.
 BN0327'FROM THE JUNCTION OF HIGHWAY US. 577 AND TEX. 55 AT THE EAST EDGE OF
 BN0327'ROCKSPRINGS PROCEED 21.9 MI. NORTH ALONG U.S. 377 TO CALICHE ROAD ON
 BN0327'RIGHT (SOUTHEAST), THENCE RIGHT THRU BUMPER GATE AND CONTINUING ON
 BN0327'MAIN ROAD TO LEFT OF HOUSES AND ACROSS S. LLANO 0.6 MI. TO Y-JCT.,
 BN0327'THENCE LEFT FORK ALONG OLD HIGHWAY ACROSS S. LLANO AGAIN ON OLD LOW
 BN0327'WATER CROSSING 0.7 MI. TO FENCE ACROSS ROAD, BM IS TO THE LEFT,
 BN0327'NORTHWEST, ALONG FENCE 31 FT. AND 4 FT. SOUTHWEST OF A FENCE CORNER. A
 BN0327'STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING 2 IN. ABOVE
 BN0327'GRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0672 ***********************************************************************
 AJ0672  DESIGNATION -  B 780
 AJ0672  PID         -  AJ0672
 AJ0672  STATE/COUNTY-  TX/JIM HOGG
 AJ0672  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0672
 AJ0672                         *CURRENT SURVEY CONTROL
 AJ0672  ___________________________________________________________________
 AJ0672* NAD 83(1986)-  27 16 39.     (N)    098 42 28.     (W)     SCALED    
 AJ0672* NAVD 88     -       189.104  (meters)     620.42   (feet)  POSTED    
 AJ0672  ___________________________________________________________________
 AJ0672  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AJ0672  DYNAMIC HT  -         188.800 (meters)     619.42  (feet)  COMP
 AJ0672  MODELED GRAV-     979,033.8   (mgal)                       NAVD 88
 AJ0672
 AJ0672  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0672
 AJ0672.The horizontal coordinates were scaled from a topographic map and have
 AJ0672.an estimated accuracy of +/- 6 seconds.
 AJ0672
 AJ0672.The orthometric height was determined by differential leveling
 AJ0672.and adjusted by the National Geodetic Survey in 1992..
 AJ0672.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0672.rate of 0.0 thru 1.0 mm/km.
 AJ0672
 AJ0672.The geoid height was determined by GEOID03.
 AJ0672
 AJ0672.The dynamic height is computed by dividing the NAVD 88
 AJ0672.geopotential number by the normal gravity value computed on the
 AJ0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0672.degrees latitude (g = 980.6199 gals.).
 AJ0672
 AJ0672.The modeled gravity was interpolated from observed gravity values.
 AJ0672
 AJ0672;                    North         East    Units  Estimated Accuracy
 AJ0672;SPC TX S     - 5,178,480.      279,430.      MT  (+/- 180 meters Scaled)
 AJ0672
 AJ0672                          SUPERSEDED SURVEY CONTROL
 AJ0672
 AJ0672  NGVD 29 (??/??/92)  189.132  (m)          620.51   (f) ADJ UNCH    2 0
 AJ0672
 AJ0672.Superseded values are not recommended for survey control.
 AJ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0672.See file dsdata.txt to determine how the superseded data were derived.
 AJ0672
 AJ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR289172(NAD 83)
 AJ0672_MARKER: DB = BENCH MARK DISK
 AJ0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0672_STAMPING: B 780 1943
 AJ0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0672+STABILITY: SURFACE MOTION
 AJ0672
 AJ0672  HISTORY     - Date     Condition        Report By
 AJ0672  HISTORY     - 1943     MONUMENTED       CGS
 AJ0672  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0672
 AJ0672                          STATION DESCRIPTION
 AJ0672
 AJ0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0672'3.5 MI SW FROM HEBBRONVILLE.
 AJ0672'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0672'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0672'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO, GO 1.6 MILES.
 AJ0672'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 1.5 MILES TO A
 AJ0672'SHARP CURVE AND SITE OF BENCH MARK.  BENCH MARK IS AT A FENCE CORNER
 AJ0672'ON THE OUTSIDE OF A SHARP TURN.  IT IS 18 FEET SOUTH OF THE EAST-WEST
 AJ0672'ROAD EXTENDED.  18 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD
 AJ0672'EXTENDED.  3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST. AND 2.5
 AJ0672'FEET NORTHWEST OF THE CORNER FENCE POST.
 AJ0672
 AJ0672                          STATION RECOVERY (1968)
 AJ0672
 AJ0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0560 ***********************************************************************
 AJ0560  DESIGNATION -  B 781
 AJ0560  PID         -  AJ0560
 AJ0560  STATE/COUNTY-  TX/JIM HOGG
 AJ0560  USGS QUAD   -  SAN PABLO RANCH (1972)
 AJ0560
 AJ0560                         *CURRENT SURVEY CONTROL
 AJ0560  ___________________________________________________________________
 AJ0560* NAD 83(1986)-  27 03 38.     (N)    098 45 39.     (W)     SCALED    
 AJ0560* NAVD 88     -       197.620  (meters)     648.36   (feet)  ADJUSTED  
 AJ0560  ___________________________________________________________________
 AJ0560  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AJ0560  DYNAMIC HT  -         197.298 (meters)     647.30  (feet)  COMP
 AJ0560  MODELED GRAV-     979,014.3   (mgal)                       NAVD 88
 AJ0560
 AJ0560  VERT ORDER  -  SECOND    CLASS 0
 AJ0560
 AJ0560.The horizontal coordinates were scaled from a topographic map and have
 AJ0560.an estimated accuracy of +/- 6 seconds.
 AJ0560
 AJ0560.The orthometric height was determined by differential leveling
 AJ0560.and adjusted by the National Geodetic Survey in June 1991..
 AJ0560
 AJ0560.The geoid height was determined by GEOID03.
 AJ0560
 AJ0560.The dynamic height is computed by dividing the NAVD 88
 AJ0560.geopotential number by the normal gravity value computed on the
 AJ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0560.degrees latitude (g = 980.6199 gals.).
 AJ0560
 AJ0560.The modeled gravity was interpolated from observed gravity values.
 AJ0560
 AJ0560;                    North         East    Units  Estimated Accuracy
 AJ0560;SPC TX S     - 5,154,460.      274,130.      MT  (+/- 180 meters Scaled)
 AJ0560
 AJ0560                          SUPERSEDED SURVEY CONTROL
 AJ0560
 AJ0560  NGVD 29 (??/??/92)  197.640  (m)          648.42   (f) ADJ UNCH    2 0
 AJ0560
 AJ0560.Superseded values are not recommended for survey control.
 AJ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0560.See file dsdata.txt to determine how the superseded data were derived.
 AJ0560
 AJ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ237931(NAD 83)
 AJ0560_MARKER: DB = BENCH MARK DISK
 AJ0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0560_STAMPING: B 781 1943
 AJ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0560+STABILITY: SURFACE MOTION
 AJ0560
 AJ0560  HISTORY     - Date     Condition        Report By
 AJ0560  HISTORY     - 1943     MONUMENTED       CGS
 AJ0560
 AJ0560                          STATION DESCRIPTION
 AJ0560
 AJ0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0560'7.8 MI E FROM RANDADO.
 AJ0560'TO REACH FROM THE X-ROADS AT RANDADO, PROCEED EASTERLY ON ROAD TO
 AJ0560'HEBBRONVILLE, GO 3.8 MILES TO A SHARP TURN, PASS THROUGH A GATE AND
 AJ0560'CONTINUE EASTERLY ON A TRACK ROAD ALONG A FENCE AND GO 4.0 MILES TO A
 AJ0560'CROSS FENCE AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE
 AJ0560'SOUTH EAST OF THE SAN PABLO RANCH.  ABOUT 162 FEET NORTH OF THE CROSS
 AJ0560'FENCE CORNER.  75 FEET SOUTH OF THE CENTERLINE OF THE ROAD AT GATE IN
 AJ0560'THE NORTH-SOUTH FENCE.  3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER
 AJ0560'POST.  AND 1.0 FOOT WEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1142 ***********************************************************************
 AJ1142  DESIGNATION -  B 782
 AJ1142  PID         -  AJ1142
 AJ1142  STATE/COUNTY-  TX/JIM HOGG
 AJ1142  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ1142
 AJ1142                         *CURRENT SURVEY CONTROL
 AJ1142  ___________________________________________________________________
 AJ1142* NAD 83(1986)-  27 02 54.     (N)    098 35 18.     (W)     SCALED    
 AJ1142* NAVD 88     -       130.723  (meters)     428.88   (feet)  ADJUSTED  
 AJ1142  ___________________________________________________________________
 AJ1142  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AJ1142  DYNAMIC HT  -         130.512 (meters)     428.19  (feet)  COMP
 AJ1142  MODELED GRAV-     979,031.6   (mgal)                       NAVD 88
 AJ1142
 AJ1142  VERT ORDER  -  SECOND    CLASS 0
 AJ1142
 AJ1142.The horizontal coordinates were scaled from a topographic map and have
 AJ1142.an estimated accuracy of +/- 6 seconds.
 AJ1142
 AJ1142.The orthometric height was determined by differential leveling
 AJ1142.and adjusted by the National Geodetic Survey in June 1991..
 AJ1142
 AJ1142.The geoid height was determined by GEOID03.
 AJ1142
 AJ1142.The dynamic height is computed by dividing the NAVD 88
 AJ1142.geopotential number by the normal gravity value computed on the
 AJ1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1142.degrees latitude (g = 980.6199 gals.).
 AJ1142
 AJ1142.The modeled gravity was interpolated from observed gravity values.
 AJ1142
 AJ1142;                    North         East    Units  Estimated Accuracy
 AJ1142;SPC TX S     - 5,153,080.      291,240.      MT  (+/- 180 meters Scaled)
 AJ1142
 AJ1142                          SUPERSEDED SURVEY CONTROL
 AJ1142
 AJ1142  NGVD 29 (??/??/92)  130.758  (m)          429.00   (f) ADJ UNCH    2 0
 AJ1142
 AJ1142.Superseded values are not recommended for survey control.
 AJ1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1142.See file dsdata.txt to determine how the superseded data were derived.
 AJ1142
 AJ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ408918(NAD 83)
 AJ1142_MARKER: DB = BENCH MARK DISK
 AJ1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1142_STAMPING: B 782 1943
 AJ1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1142+STABILITY: SURFACE MOTION
 AJ1142
 AJ1142  HISTORY     - Date     Condition        Report By
 AJ1142  HISTORY     - 1943     MONUMENTED       CGS
 AJ1142
 AJ1142                          STATION DESCRIPTION
 AJ1142
 AJ1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ1142'11.4 MI N FROM AGUA NUEVA.
 AJ1142'TO REACH FROM THE POST OFFICE AT AGUA NUEVA PROCEED NORTHERLY ON THE
 AJ1142'ROAD TO HEBBRONVILLE AND GO 11.4 MILES TO SITE OF BENCH MARK.  BENCH
 AJ1142'MARK IS ABOUT 20.1 MILES SOUTHEAST OF HEBBRONVILLE.  2.0 MILES NORTH
 AJ1142'OF THE INTERSECTION OF THE ROAD TO THE PALANGANA RANCH.  0.5 MILE
 AJ1142'NORTH OF A CATTLEGUARD.  87 FEET EAST OF AND ABOUT 2.0 FEET ABOVE THE
 AJ1142'CENTERLINE OF THE ROAD.  13 FEET WEST OF A TELEPHONE LINE POLE.  AND
 AJ1142'3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0968 ***********************************************************************
 AE0968  DESIGNATION -  B 783
 AE0968  PID         -  AE0968
 AE0968  STATE/COUNTY-  TX/JIM HOGG
 AE0968  USGS QUAD   -  SAN ANTONIO VIEJO (1993)
 AE0968
 AE0968                         *CURRENT SURVEY CONTROL
 AE0968  ___________________________________________________________________
 AE0968* NAD 83(1986)-  26 59 46.     (N)    098 49 43.     (W)     SCALED    
 AE0968* NAVD 88     -       226.535  (meters)     743.22   (feet)  ADJUSTED  
 AE0968  ___________________________________________________________________
 AE0968  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AE0968  DYNAMIC HT  -         226.164 (meters)     742.01  (feet)  COMP
 AE0968  MODELED GRAV-     979,005.5   (mgal)                       NAVD 88
 AE0968
 AE0968  VERT ORDER  -  SECOND    CLASS 0
 AE0968
 AE0968.The horizontal coordinates were scaled from a topographic map and have
 AE0968.an estimated accuracy of +/- 6 seconds.
 AE0968
 AE0968.The orthometric height was determined by differential leveling
 AE0968.and adjusted by the National Geodetic Survey in June 1991..
 AE0968
 AE0968.The geoid height was determined by GEOID03.
 AE0968
 AE0968.The dynamic height is computed by dividing the NAVD 88
 AE0968.geopotential number by the normal gravity value computed on the
 AE0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0968.degrees latitude (g = 980.6199 gals.).
 AE0968
 AE0968.The modeled gravity was interpolated from observed gravity values.
 AE0968
 AE0968;                    North         East    Units  Estimated Accuracy
 AE0968;SPC TX S     - 5,147,330.      267,390.      MT  (+/- 180 meters Scaled)
 AE0968
 AE0968                          SUPERSEDED SURVEY CONTROL
 AE0968
 AE0968  NGVD 29 (??/??/92)  226.545  (m)          743.26   (f) ADJ UNCH    2 0
 AE0968
 AE0968.Superseded values are not recommended for survey control.
 AE0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0968.See file dsdata.txt to determine how the superseded data were derived.
 AE0968
 AE0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ170860(NAD 83)
 AE0968_MARKER: DB = BENCH MARK DISK
 AE0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0968_STAMPING: B 783 1943
 AE0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0968+STABILITY: SURFACE MOTION
 AE0968
 AE0968  HISTORY     - Date     Condition        Report By
 AE0968  HISTORY     - 1943     MONUMENTED       CGS
 AE0968
 AE0968                          STATION DESCRIPTION
 AE0968
 AE0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0968'8.8 MI SE FROM RANDADO.
 AE0968'TO REACH FROM THE SCHOOL AT RANDADO, PROCEED EASTERLY ON THE ROAD TO
 AE0968'HEBBRONVILLE, GO 3.8 MILES TO A SHARP TURN IN THE ROAD.  TURN
 AE0968'SOUTHERLY (RIGHT) ONTO THE ROAD TO THE T. T. EAST RANCH AND GO 5.0
 AE0968'MILES TO SITE OF BENCH MARK.  BENCH MARK IS 2.8 MILES NORTHERLY FROM
 AE0968'THE T. T. EAST RANCH HEADQUARTERS.  30 FEET WEST OF AND ABOUT THE SAME
 AE0968'ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A 4 BY 4
 AE0968'INCH WOODEN MARKER POST.  AND ACROSS THE ROAD FROM THE SOUTH END OF A
 AE0968'BARROW PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1313 ***********************************************************************
 AX1313  DESIGNATION -  B 784
 AX1313  PID         -  AX1313
 AX1313  STATE/COUNTY-  TX/BASTROP
 AX1313  USGS QUAD   -  ROSANKY (1981)
 AX1313
 AX1313                         *CURRENT SURVEY CONTROL
 AX1313  ___________________________________________________________________
 AX1313* NAD 83(1986)-  29 55 55.     (N)    097 15 45.     (W)     SCALED    
 AX1313* NAVD 88     -       157.02   (+/-2cm)     515.2    (feet)  VERTCON   
 AX1313  ___________________________________________________________________
 AX1313  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AX1313
 AX1313  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1313
 AX1313.The horizontal coordinates were scaled from a topographic map and have
 AX1313.an estimated accuracy of +/- 6 seconds.
 AX1313
 AX1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1313.The vertical order pertains to the NGVD 29 superseded value.
 AX1313
 AX1313.The geoid height was determined by GEOID03.
 AX1313
 AX1313;                    North         East    Units  Estimated Accuracy
 AX1313;SPC TX C     - 3,033,500.      996,470.      MT  (+/- 180 meters Scaled)
 AX1313
 AX1313                          SUPERSEDED SURVEY CONTROL
 AX1313
 AX1313  NGVD 29 (??/??/92)  156.968  (m)          514.99   (f) ADJ UNCH    1 2
 AX1313
 AX1313.Superseded values are not recommended for survey control.
 AX1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1313.See file dsdata.txt to determine how the superseded data were derived.
 AX1313
 AX1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU677125(NAD 83)
 AX1313_MARKER: DB = BENCH MARK DISK
 AX1313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1313_SP_SET: CULVERT
 AX1313_STAMPING: B 784 1943
 AX1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1313
 AX1313  HISTORY     - Date     Condition        Report By
 AX1313  HISTORY     - 1943     MONUMENTED       CGS
 AX1313
 AX1313                          STATION DESCRIPTION
 AX1313
 AX1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1313'1.9 MI E FROM ROSANKY.
 AX1313'1.9 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1313'STATION AT ROSANKY, 0.3 MILE EAST OF MILEPOST 9, AT A CONCRETE
 AX1313'CULVERT, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL, 12 FEET
 AX1313'NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 AX1313'TRACK.  A STANDARD DISK, STAMPED B 784 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2122 ***********************************************************************
 AX2122  DESIGNATION -  B 785
 AX2122  PID         -  AX2122
 AX2122  STATE/COUNTY-  TX/CALDWELL
 AX2122  USGS QUAD   -  DALE (1981)
 AX2122
 AX2122                         *CURRENT SURVEY CONTROL
 AX2122  ___________________________________________________________________
 AX2122* NAD 83(1986)-  29 55 36.     (N)    097 33 49.     (W)     SCALED    
 AX2122* NAVD 88     -       158.20   (+/-2cm)     519.0    (feet)  VERTCON   
 AX2122  ___________________________________________________________________
 AX2122  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2122
 AX2122  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2122
 AX2122.The horizontal coordinates were scaled from a topographic map and have
 AX2122.an estimated accuracy of +/- 6 seconds.
 AX2122
 AX2122.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2122.The vertical order pertains to the NGVD 29 superseded value.
 AX2122
 AX2122.The geoid height was determined by GEOID03.
 AX2122
 AX2122;                    North         East    Units  Estimated Accuracy
 AX2122;SPC TXSC     - 4,232,850.      738,680.      MT  (+/- 180 meters Scaled)
 AX2122
 AX2122                          SUPERSEDED SURVEY CONTROL
 AX2122
 AX2122  NGVD 29 (??/??/92)  158.122  (m)          518.77   (f) ADJ UNCH    1 2
 AX2122
 AX2122.Superseded values are not recommended for survey control.
 AX2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2122.See file dsdata.txt to determine how the superseded data were derived.
 AX2122
 AX2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU386115(NAD 83)
 AX2122_MARKER: DB = BENCH MARK DISK
 AX2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2122_STAMPING: B 785 1943
 AX2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2122+STABILITY: SURFACE MOTION
 AX2122
 AX2122  HISTORY     - Date     Condition        Report By
 AX2122  HISTORY     - 1943     MONUMENTED       CGS
 AX2122
 AX2122                          STATION DESCRIPTION
 AX2122
 AX2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2122'IN DALE.
 AX2122'AT DALE, ABOUT 200 FEET EAST OF AND ACROSS THE MISSOURI-KANSAS-TEXAS
 AX2122'RAILROAD FROM THE STATION, 33 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 AX2122'TRACK, 5 FEET WEST OF A POLE, 3 FEET EAST OF A WHITE WOODEN WITNESS
 AX2122'POST, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED B 785
 AX2122'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT
 AX2122'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2151 ***********************************************************************
 AX2151  DESIGNATION -  B 786
 AX2151  PID         -  AX2151
 AX2151  STATE/COUNTY-  TX/CALDWELL
 AX2151  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX2151
 AX2151                         *CURRENT SURVEY CONTROL
 AX2151  ___________________________________________________________________
 AX2151* NAD 83(1986)-  29 52 51.     (N)    097 52 50.     (W)     SCALED    
 AX2151* NAVD 88     -       175.62   (+/-2cm)     576.2    (feet)  VERTCON   
 AX2151  ___________________________________________________________________
 AX2151  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AX2151
 AX2151  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2151
 AX2151.The horizontal coordinates were scaled from a topographic map and have
 AX2151.an estimated accuracy of +/- 6 seconds.
 AX2151
 AX2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2151.The vertical order pertains to the NGVD 29 superseded value.
 AX2151
 AX2151.The geoid height was determined by GEOID03.
 AX2151
 AX2151;                    North         East    Units  Estimated Accuracy
 AX2151;SPC TXSC     - 4,227,440.      708,130.      MT  (+/- 180 meters Scaled)
 AX2151
 AX2151                          SUPERSEDED SURVEY CONTROL
 AX2151
 AX2151  NGVD 29 (??/??/92)  175.531  (m)          575.89   (f) ADJ UNCH    1 2
 AX2151
 AX2151.Superseded values are not recommended for survey control.
 AX2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2151.See file dsdata.txt to determine how the superseded data were derived.
 AX2151
 AX2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU081061(NAD 83)
 AX2151_MARKER: DB = BENCH MARK DISK
 AX2151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2151_SP_SET: CULVERT
 AX2151_STAMPING: B 786 1943
 AX2151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2151+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2151
 AX2151  HISTORY     - Date     Condition        Report By
 AX2151  HISTORY     - 1943     MONUMENTED       CGS
 AX2151  HISTORY     - 1959     GOOD             NGS
 AX2151  HISTORY     - 19930808 GOOD             USPSQD
 AX2151  HISTORY     - 19990925 GOOD             USPSQD
 AX2151  HISTORY     - 20030517 GOOD             USPSQD
 AX2151  HISTORY     - 20060429 GOOD             USPSQD
 AX2151
 AX2151                          STATION DESCRIPTION
 AX2151
 AX2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2151'1.9 MI NW FROM REEDVILLE.
 AX2151'1.9 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2151'STATION AT REEDVILLE, NEAR THE ENTERANCE TO THE SAN MARCOS NAVIGATION
 AX2151'SCHOOL, 400 FEET EAST OF MILEPOST 49, TO A CONCRETE CULVERT, IN THE
 AX2151'TOP OF THE WEST END OF THE NORTH HEADWALL, 15 FEET NORTH OF THE
 AX2151'CENTERLINE OF THE TRACK AND 2.5 FEET LOWER THAN THE TRACK.  A STANDARD
 AX2151'DISK, STAMPED B 786 1943.
 AX2151
 AX2151                          STATION RECOVERY (1993)
 AX2151
 AX2151'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2151'RECOVERED IN GOOD CONDITION.
 AX2151
 AX2151                          STATION RECOVERY (1999)
 AX2151
 AX2151'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2151'RECOVERED IN GOOD CONDITION.
 AX2151
 AX2151                          STATION RECOVERY (2003)
 AX2151
 AX2151'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX2151'PREVIOUS DESCRIPTION IS GOOD, HOWEVER, THE NAVIGATION SCHOOL IS NOW
 AX2151'THE GARY JOB CORPS CENTER AND A PASS MUST BE OBTAINED AT THE GATE TO
 AX2151'ENTER THE COMPOUND.  THERE IS CLEAR VIEW OF SKY FOR GPS BUT MARK IS
 AX2151'ON A HEADWALL.
 AX2151
 AX2151                          STATION RECOVERY (2006)
 AX2151
 AX2151'RECOVERY NOTE BY US POWER SQUADRON 2006 (PDM)
 AX2151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2254 ***********************************************************************
 AX2254  DESIGNATION -  B 787
 AX2254  PID         -  AX2254
 AX2254  STATE/COUNTY-  TX/GUADALUPE
 AX2254  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2254
 AX2254                         *CURRENT SURVEY CONTROL
 AX2254  ___________________________________________________________________
 AX2254* NAD 83(1986)-  29 45 10.     (N)    097 57 42.     (W)     SCALED    
 AX2254* NAVD 88     -       154.69   (+/-2cm)     507.5    (feet)  VERTCON   
 AX2254  ___________________________________________________________________
 AX2254  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AX2254
 AX2254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2254
 AX2254.The horizontal coordinates were scaled from a topographic map and have
 AX2254.an estimated accuracy of +/- 6 seconds.
 AX2254
 AX2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2254.The vertical order pertains to the NGVD 29 superseded value.
 AX2254
 AX2254.The geoid height was determined by GEOID03.
 AX2254
 AX2254;                    North         East    Units  Estimated Accuracy
 AX2254;SPC TXSC     - 4,213,170.      700,420.      MT  (+/- 180 meters Scaled)
 AX2254
 AX2254                          SUPERSEDED SURVEY CONTROL
 AX2254
 AX2254  NGVD 29 (??/??/92)  154.612  (m)          507.26   (f) ADJ UNCH    2 0
 AX2254
 AX2254.Superseded values are not recommended for survey control.
 AX2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2254.See file dsdata.txt to determine how the superseded data were derived.
 AX2254
 AX2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT003918(NAD 83)
 AX2254_MARKER: DB = BENCH MARK DISK
 AX2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2254_STAMPING: B 787 1943
 AX2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2254+STABILITY: SURFACE MOTION
 AX2254
 AX2254  HISTORY     - Date     Condition        Report By
 AX2254  HISTORY     - 1943     MONUMENTED       CGS
 AX2254  HISTORY     - 1959     GOOD             DOD
 AX2254  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2254  HISTORY     - 19880321 MARK NOT FOUND   USPSQD
 AX2254  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2254  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2254
 AX2254                          STATION DESCRIPTION
 AX2254
 AX2254'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2254'0.8 MI W FROM ZORN.
 AX2254'0.8 MILE WEST ALONG THE HUNTER ROAD FROM THE CROSSROADS AT ZORN,
 AX2254'GUADALUPE COUNTY, ON THE OUTSIDE OF A SMALL ROAD CURVE, AT THE MIDDLE
 AX2254'OF THE CURVE, 32 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 AX2254'NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS
 AX2254'POST, AND LEVEL WITH THE ROAD.  THE CONCRETE POST PROJECTS 0.6 FOOT
 AX2254'ABOVE THE GROUND.  NOTE-- THE MARK IS 95 FEET EAST-SOUTHEAST OF THE
 AX2254'EAST EDGE OF A LONE TREE, AND 113 FEET WEST OF THE WEST EDGE OF A PAIR
 AX2254'OF TREES.
 AX2254
 AX2254                          STATION RECOVERY (1988)
 AX2254
 AX2254'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2254'MARK NOT FOUND.
 AX2254
 AX2254                          STATION RECOVERY (1988)
 AX2254
 AX2254'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEP)
 AX2254'MARK NOT FOUND.
 AX2254
 AX2254                          STATION RECOVERY (1993)
 AX2254
 AX2254'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2254'MARK NOT FOUND.
 AX2254
 AX2254                          STATION RECOVERY (1999)
 AX2254
 AX2254'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2244 ***********************************************************************
 AX2244  DESIGNATION -  B 788
 AX2244  PID         -  AX2244
 AX2244  STATE/COUNTY-  TX/GUADALUPE
 AX2244  USGS QUAD   -  MARTINDALE (1994)
 AX2244
 AX2244                         *CURRENT SURVEY CONTROL
 AX2244  ___________________________________________________________________
 AX2244* NAD 83(1986)-  29 46 12.     (N)    097 49 41.     (W)     SCALED    
 AX2244* NAVD 88     -       158.52   (+/-2cm)     520.1    (feet)  VERTCON   
 AX2244  ___________________________________________________________________
 AX2244  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AX2244
 AX2244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2244
 AX2244.The horizontal coordinates were scaled from a topographic map and have
 AX2244.an estimated accuracy of +/- 6 seconds.
 AX2244
 AX2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2244.The vertical order pertains to the NGVD 29 superseded value.
 AX2244
 AX2244.The geoid height was determined by GEOID03.
 AX2244
 AX2244;                    North         East    Units  Estimated Accuracy
 AX2244;SPC TXSC     - 4,215,200.      713,320.      MT  (+/- 180 meters Scaled)
 AX2244
 AX2244                          SUPERSEDED SURVEY CONTROL
 AX2244
 AX2244  NGVD 29 (??/??/92)  158.451  (m)          519.85   (f) ADJ UNCH    2 0
 AX2244
 AX2244.Superseded values are not recommended for survey control.
 AX2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2244.See file dsdata.txt to determine how the superseded data were derived.
 AX2244
 AX2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT132938(NAD 83)
 AX2244_MARKER: DB = BENCH MARK DISK
 AX2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2244_STAMPING: B 788 1943
 AX2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2244+STABILITY: SURFACE MOTION
 AX2244
 AX2244  HISTORY     - Date     Condition        Report By
 AX2244  HISTORY     - 1943     MONUMENTED       CGS
 AX2244  HISTORY     - 1959     MARK NOT FOUND   DOD
 AX2244  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2244
 AX2244                          STATION DESCRIPTION
 AX2244
 AX2244'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2244'1 MI SE FROM STAPLES.
 AX2244'1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE TOWN WATER TANK AT
 AX2244'STAPLES, GUADALUPE COUNTY, AT AN OLD CHURCH, ABOUT 100 FEET SOUTHEAST
 AX2244'OF THE SOUTHEAST CORNER OF THE CHURCH, 45 FEET NORTHEAST OF THE
 AX2244'CENTERLINE OF THE ROAD, 42 FEET NORTHWEST OF THE CENTERLINE OF A FARM
 AX2244'ROAD, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AX2244'GRADED ROAD.
 AX2244
 AX2244                          STATION RECOVERY (1988)
 AX2244
 AX2244'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2190 ***********************************************************************
 AX2190  DESIGNATION -  B 789
 AX2190  PID         -  AX2190
 AX2190  STATE/COUNTY-  TX/CALDWELL
 AX2190  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2190
 AX2190                         *CURRENT SURVEY CONTROL
 AX2190  ___________________________________________________________________
 AX2190* NAD 83(1986)-  29 47 02.     (N)    097 39 18.     (W)     SCALED    
 AX2190* NAVD 88     -       146.14   (+/-2cm)     479.5    (feet)  VERTCON   
 AX2190  ___________________________________________________________________
 AX2190  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2190
 AX2190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2190
 AX2190.The horizontal coordinates were scaled from a topographic map and have
 AX2190.an estimated accuracy of +/- 6 seconds.
 AX2190
 AX2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2190.The vertical order pertains to the NGVD 29 superseded value.
 AX2190
 AX2190.The geoid height was determined by GEOID03.
 AX2190
 AX2190;                    North         East    Units  Estimated Accuracy
 AX2190;SPC TXSC     - 4,216,920.      730,040.      MT  (+/- 180 meters Scaled)
 AX2190
 AX2190                          SUPERSEDED SURVEY CONTROL
 AX2190
 AX2190  NGVD 29 (??/??/92)  146.072  (m)          479.24   (f) ADJ UNCH    2 0
 AX2190
 AX2190.Superseded values are not recommended for survey control.
 AX2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2190.See file dsdata.txt to determine how the superseded data were derived.
 AX2190
 AX2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT300955(NAD 83)
 AX2190_MARKER: DB = BENCH MARK DISK
 AX2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2190_STAMPING: B 789 1943
 AX2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2190+STABILITY: SURFACE MOTION
 AX2190
 AX2190  HISTORY     - Date     Condition        Report By
 AX2190  HISTORY     - 1943     MONUMENTED       CGS
 AX2190  HISTORY     - 1959     GOOD             DOD
 AX2190  HISTORY     - 19870714 MARK NOT FOUND   USPSQD
 AX2190  HISTORY     - 1990     GOOD             USPSQD
 AX2190  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2190  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2190
 AX2190                          STATION DESCRIPTION
 AX2190
 AX2190'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2190'2.4 MI NE FROM JOLIET.
 AX2190'2.4 MILES NORTHEAST OF JOLIET, CALDWELL COUNTY.  THIS BENCH MARK MAY
 AX2190'BE REACHED FROM THE GRADE SCHOOL BY GOING 0.5 MILE NORTH ALONG STATE
 AX2190'HIGHWAY 29, TURN RIGHT AND GO 1.4 MILES NORTHEAST ALONG A GRADED DIRT
 AX2190'ROAD, TURN RIGHT AND GO 0.2 MILE SOUTH, AND TURN LEFT AND GO 0.3 MILE
 AX2190'NORTHEAST.  IT IS AT AN OLD RAILROAD GRADE, 66 FEET NORTHEAST OF THE
 AX2190'CENTERLINE OF THE GRADE, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AX2190'ROAD, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A
 AX2190'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  NOTE-- THE MARK
 AX2190'IS 73 FEET NORTHEAST OF THE INTERSECTING CENTERLINES OF THE
 AX2190'NORTHEAST-AND-SOUTHWEST ROAD AND AN ABANDONED RAILROAD BED AT A GRADE
 AX2190'CROSSING, AND 52 FEET SOUTH-SOUTHWEST OF THE SOUTH EDGE OF A LARGE
 AX2190'LONE TREE.
 AX2190
 AX2190                          STATION RECOVERY (1987)
 AX2190
 AX2190'RECOVERY NOTE BY US POWER SQUADRON 1987 (RV)
 AX2190'MARK NOT FOUND.
 AX2190
 AX2190                          STATION RECOVERY (1990)
 AX2190
 AX2190'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2190'RECOVERED IN GOOD CONDITION.
 AX2190
 AX2190                          STATION RECOVERY (1993)
 AX2190
 AX2190'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2190'MARK NOT FOUND.
 AX2190
 AX2190                          STATION RECOVERY (1999)
 AX2190
 AX2190'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0188 ***********************************************************************
 AZ0188  DESIGNATION -  B 79
 AZ0188  PID         -  AZ0188
 AZ0188  STATE/COUNTY-  TX/EDWARDS
 AZ0188  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0188
 AZ0188                         *CURRENT SURVEY CONTROL
 AZ0188  ___________________________________________________________________
 AZ0188* NAD 83(1986)-  29 56 01.     (N)    100 32 16.     (W)     SCALED    
 AZ0188* NAVD 88     -       687.038  (meters)    2254.06   (feet)  ADJUSTED  
 AZ0188  ___________________________________________________________________
 AZ0188  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 AZ0188  DYNAMIC HT  -         686.016 (meters)    2250.70  (feet)  COMP
 AZ0188  MODELED GRAV-     979,132.1   (mgal)                       NAVD 88
 AZ0188
 AZ0188  VERT ORDER  -  FIRST     CLASS II
 AZ0188
 AZ0188.The horizontal coordinates were scaled from a topographic map and have
 AZ0188.an estimated accuracy of +/- 6 seconds.
 AZ0188
 AZ0188.The orthometric height was determined by differential leveling
 AZ0188.and adjusted by the National Geodetic Survey in June 1991..
 AZ0188
 AZ0188.The geoid height was determined by GEOID03.
 AZ0188
 AZ0188.The dynamic height is computed by dividing the NAVD 88
 AZ0188.geopotential number by the normal gravity value computed on the
 AZ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0188.degrees latitude (g = 980.6199 gals.).
 AZ0188
 AZ0188.The modeled gravity was interpolated from observed gravity values.
 AZ0188
 AZ0188;                    North         East    Units  Estimated Accuracy
 AZ0188;SPC TXSC     - 4,233,750.      451,540.      MT  (+/- 180 meters Scaled)
 AZ0188
 AZ0188                          SUPERSEDED SURVEY CONTROL
 AZ0188
 AZ0188  NGVD 29 (??/??/92)  686.966  (m)         2253.82   (f) ADJ UNCH    1 2
 AZ0188
 AZ0188.Superseded values are not recommended for survey control.
 AZ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0188.See file dsdata.txt to determine how the superseded data were derived.
 AZ0188
 AZ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU515124(NAD 83)
 AZ0188_MARKER: DB = BENCH MARK DISK
 AZ0188_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0188_SP_SET: OUTCROP
 AZ0188_STAMPING: 2253.821 B 79 1931
 AZ0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0188+STABILITY: POSITION/ELEVATION WELL
 AZ0188
 AZ0188  HISTORY     - Date     Condition        Report By
 AZ0188  HISTORY     - 1931     MONUMENTED       CGS
 AZ0188
 AZ0188                          STATION DESCRIPTION
 AZ0188
 AZ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AZ0188'15.7 MI NE FROM CARTA VALLEY.
 AZ0188'15.7 MILES NORTHEAST ALONG STATE HIGHWAY 41 FROM CARTA VALLEY, EDWARDS
 AZ0188'COUNTY, ON A SMALL HILL, 50 FEET NORTH OF A CURVE SIGN, 45 FEET EAST
 AZ0188'OF THE HIGHWAY, 12 FEET EAST OF A FENCE, AND IN THE TOP OF A FLAT ROCK
 AZ0188'OUTCROP.  A STANDARD DISK, STAMPED 2253.821 B 79 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0189 ***********************************************************************
 AZ0189  DESIGNATION -  B 79 RESET 1962
 AZ0189  PID         -  AZ0189
 AZ0189  STATE/COUNTY-  TX/EDWARDS
 AZ0189  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0189
 AZ0189                         *CURRENT SURVEY CONTROL
 AZ0189  ___________________________________________________________________
 AZ0189* NAD 83(1986)-  29 56 01.     (N)    100 32 17.     (W)     SCALED    
 AZ0189* NAVD 88     -       688.576  (meters)    2259.10   (feet)  ADJUSTED  
 AZ0189  ___________________________________________________________________
 AZ0189  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 AZ0189  DYNAMIC HT  -         687.552 (meters)    2255.74  (feet)  COMP
 AZ0189  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 AZ0189
 AZ0189  VERT ORDER  -  FIRST     CLASS II
 AZ0189
 AZ0189.The horizontal coordinates were scaled from a topographic map and have
 AZ0189.an estimated accuracy of +/- 6 seconds.
 AZ0189
 AZ0189.The orthometric height was determined by differential leveling
 AZ0189.and adjusted by the National Geodetic Survey in June 1991..
 AZ0189
 AZ0189.The geoid height was determined by GEOID03.
 AZ0189
 AZ0189.The dynamic height is computed by dividing the NAVD 88
 AZ0189.geopotential number by the normal gravity value computed on the
 AZ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0189.degrees latitude (g = 980.6199 gals.).
 AZ0189
 AZ0189.The modeled gravity was interpolated from observed gravity values.
 AZ0189
 AZ0189;                    North         East    Units  Estimated Accuracy
 AZ0189;SPC TXSC     - 4,233,750.      451,520.      MT  (+/- 180 meters Scaled)
 AZ0189
 AZ0189                          SUPERSEDED SURVEY CONTROL
 AZ0189
 AZ0189.No superseded survey control is available for this station.
 AZ0189
 AZ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU515124(NAD 83)
 AZ0189_MARKER: DB = BENCH MARK DISK
 AZ0189_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0189_SP_SET: OUTCROP
 AZ0189_STAMPING: B 79 RESET 1962
 AZ0189_MARK LOGO: CGS   
 AZ0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0189+STABILITY: POSITION/ELEVATION WELL
 AZ0189
 AZ0189  HISTORY     - Date     Condition        Report By
 AZ0189  HISTORY     - 1962     MONUMENTED       CGS
 AZ0189  HISTORY     - 1971     GOOD             USGS
 AZ0189  HISTORY     - 1981     GOOD             NGS
 AZ0189
 AZ0189                          STATION DESCRIPTION
 AZ0189
 AZ0189'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0189'15.3 MI NE FROM CARTA VALLEY.
 AZ0189'15.3 MILES NE ALONG U.S. HWY 377 FROM CARTA VALLEY, EDWARDS COUNTY, ON
 AZ0189'A SMALL HILL, 151 FEET SE OF A FENCE CORNER, 139 FEET EAST OF THE
 AZ0189'CENTERLINE OF THE HWY, 39 FEET EAST OF THE ROW FENCE, SET IN FLAT ROCK
 AZ0189'OUTCROP.  A STANDARD DISK, STAMPED B 79 RESET 1962.
 AZ0189
 AZ0189                          STATION RECOVERY (1981)
 AZ0189
 AZ0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0189'38.1 KM (23.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0189'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN THE CENTER OF A 4 BY
 AZ0189'4 FT EXPOSED AREA OF OUTCROPPING BEDROCK ON THE SOUTH SLOPE OF A ROCK
 AZ0189'CUT IN A SMALL CLUSTER OF TREES, 1.3 KM (0.8 MI) SOUTH OF A GRAVELED
 AZ0189'ROAD LEADING EAST TO THE ERIEKSONS RANCH, 45.1 METERS (148.0 FT) SOUTH
 AZ0189'OF A T-FENCE CORNER, 41.5 METERS (136.2 FT) EAST OF THE CENTERLINE OF
 AZ0189'THE HIGHWAY, 11.3 METERS (37.1 FT) EAST OF A FENCE AND 0.9 METER (3.0
 AZ0189'FT) NORTH OF A CAIRN.
 AZ0189'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AZ0189'THE MARK IS 2.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2170 ***********************************************************************
 AX2170  DESIGNATION -  B 790
 AX2170  PID         -  AX2170
 AX2170  STATE/COUNTY-  TX/CALDWELL
 AX2170  USGS QUAD   -  DALE (1981)
 AX2170
 AX2170                         *CURRENT SURVEY CONTROL
 AX2170  ___________________________________________________________________
 AX2170* NAD 83(1986)-  29 52 52.     (N)    097 30 54.     (W)     SCALED    
 AX2170* NAVD 88     -       156.54   (+/-2cm)     513.6    (feet)  VERTCON   
 AX2170  ___________________________________________________________________
 AX2170  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2170
 AX2170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2170
 AX2170.The horizontal coordinates were scaled from a topographic map and have
 AX2170.an estimated accuracy of +/- 6 seconds.
 AX2170
 AX2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2170.The vertical order pertains to the NGVD 29 superseded value.
 AX2170
 AX2170.The geoid height was determined by GEOID03.
 AX2170
 AX2170;                    North         East    Units  Estimated Accuracy
 AX2170;SPC TXSC     - 4,227,860.      743,440.      MT  (+/- 180 meters Scaled)
 AX2170
 AX2170                          SUPERSEDED SURVEY CONTROL
 AX2170
 AX2170  NGVD 29 (??/??/92)  156.475  (m)          513.37   (f) ADJ UNCH    2 0
 AX2170
 AX2170.Superseded values are not recommended for survey control.
 AX2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2170.See file dsdata.txt to determine how the superseded data were derived.
 AX2170
 AX2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU434065(NAD 83)
 AX2170_MARKER: DB = BENCH MARK DISK
 AX2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2170_STAMPING: B 790 1943
 AX2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2170+STABILITY: SURFACE MOTION
 AX2170
 AX2170  HISTORY     - Date     Condition        Report By
 AX2170  HISTORY     - 1943     MONUMENTED       CGS
 AX2170  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2170  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 AX2170
 AX2170                          STATION DESCRIPTION
 AX2170
 AX2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2170'5 MI SE FROM DALE.
 AX2170'5.0 MILES SOUTHEAST ALONG A GRADED ROAD LEADING TO MCMAHAN FROM THE
 AX2170'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT DALE, CALDWELL
 AX2170'COUNTY, 2.0 MILES NORTH ALONG THE GRADED ROAD LEADING TO TAYLORVILLE
 AX2170'FROM THE POST OFFICE AT MCMAHAN, THENCE 0.3 MILE NORTHWEST ALONG THE
 AX2170'DALE ROAD.  110 FEET NORTHWEST OF A SMALL WOODEN BRIDGE, 26 FEET
 AX2170'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTHWEST OF THE
 AX2170'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 AX2170'ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED B 790
 AX2170'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX2170'GROUND.
 AX2170
 AX2170                          STATION RECOVERY (1999)
 AX2170
 AX2170'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2170'MARK NOT FOUND.
 AX2170
 AX2170                          STATION RECOVERY (2006)
 AX2170
 AX2170'RECOVERY NOTE BY US POWER SQUADRON 2006 (WBM)
 AX2170'NO APPARENT CHANGE TO LANDSCAPE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1182 ***********************************************************************
 AE1182  DESIGNATION -  B 791
 AE1182  PID         -  AE1182
 AE1182  STATE/COUNTY-  TX/ZAPATA
 AE1182  USGS QUAD   -  ZAPATA (1979)
 AE1182
 AE1182                         *CURRENT SURVEY CONTROL
 AE1182  ___________________________________________________________________
 AE1182* NAD 83(1986)-  26 55 07.     (N)    099 15 13.     (W)     SCALED    
 AE1182* NAVD 88     -       115.666  (meters)     379.48   (feet)  ADJUSTED  
 AE1182  ___________________________________________________________________
 AE1182  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AE1182  DYNAMIC HT  -         115.480 (meters)     378.87  (feet)  COMP
 AE1182  MODELED GRAV-     979,029.9   (mgal)                       NAVD 88
 AE1182
 AE1182  VERT ORDER  -  SECOND    CLASS 0
 AE1182
 AE1182.The horizontal coordinates were scaled from a topographic map and have
 AE1182.an estimated accuracy of +/- 6 seconds.
 AE1182
 AE1182.The orthometric height was determined by differential leveling
 AE1182.and adjusted by the National Geodetic Survey in June 1991..
 AE1182
 AE1182.The geoid height was determined by GEOID03.
 AE1182
 AE1182.The dynamic height is computed by dividing the NAVD 88
 AE1182.geopotential number by the normal gravity value computed on the
 AE1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1182.degrees latitude (g = 980.6199 gals.).
 AE1182
 AE1182.The modeled gravity was interpolated from observed gravity values.
 AE1182
 AE1182;                    North         East    Units  Estimated Accuracy
 AE1182;SPC TX S     - 5,138,930.      225,160.      MT  (+/- 180 meters Scaled)
 AE1182
 AE1182                          SUPERSEDED SURVEY CONTROL
 AE1182
 AE1182  NGVD 29 (??/??/92)  115.715  (m)          379.64   (f) ADJ UNCH    2 0
 AE1182
 AE1182.Superseded values are not recommended for survey control.
 AE1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1182.See file dsdata.txt to determine how the superseded data were derived.
 AE1182
 AE1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ748774(NAD 83)
 AE1182_MARKER: DB = BENCH MARK DISK
 AE1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1182_STAMPING: B 791 1943
 AE1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1182+STABILITY: SURFACE MOTION
 AE1182
 AE1182  HISTORY     - Date     Condition        Report By
 AE1182  HISTORY     - 1943     MONUMENTED       CGS
 AE1182
 AE1182                          STATION DESCRIPTION
 AE1182
 AE1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1182'5.1 MI NE FROM ZAPATA.
 AE1182'TO REACH FROM THE INTERSECTION OF THE HEBBRONVILLE ROAD AND U.S.
 AE1182'HIGHWAY NO. 83, (0.3 MILE EAST OF THE COURT HOUSE AT ZAPATA) PROCEED
 AE1182'4.8 MILES NORTHEASTERLY ALONG THE HEBBRONVILLE ROAD TO SITE OF BENCH
 AE1182'MARK.  BENCH MARK IS ON THE SOUTHWEST SLOPE OF A DIP IN ROAD AND AT
 AE1182'THE BOTTOM OF A LONG HILL.  IT IS 18.0 FEET SOUTHEAST OF AND ABOUT THE
 AE1182'SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 11.0 FEET NORTHEAST
 AE1182'OF A TELEPHONE POLE, 2.0 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE.
 AE1182'MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AE1182'AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1183 ***********************************************************************
 AE1183  DESIGNATION -  B 791 RESET 1957
 AE1183  PID         -  AE1183
 AE1183  STATE/COUNTY-  TX/ZAPATA
 AE1183  USGS QUAD   -  ZAPATA (1979)
 AE1183
 AE1183                         *CURRENT SURVEY CONTROL
 AE1183  ___________________________________________________________________
 AE1183* NAD 83(1986)-  26 55 07.     (N)    099 15 13.     (W)     SCALED    
 AE1183* NAVD 88     -       115.53   (meters)     379.0    (feet)  RESET     
 AE1183  ___________________________________________________________________
 AE1183  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AE1183
 AE1183  VERT ORDER  -  THIRD
 AE1183
 AE1183.The horizontal coordinates were scaled from a topographic map and have
 AE1183.an estimated accuracy of +/- 6 seconds.
 AE1183
 AE1183.The orthometric height was computed from unverified reset data.
 AE1183
 AE1183.The geoid height was determined by GEOID03.
 AE1183
 AE1183;                    North         East    Units  Estimated Accuracy
 AE1183;SPC TX S     - 5,138,930.      225,160.      MT  (+/- 180 meters Scaled)
 AE1183
 AE1183                          SUPERSEDED SURVEY CONTROL
 AE1183
 AE1183.No superseded survey control is available for this station.
 AE1183
 AE1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ748774(NAD 83)
 AE1183_MARKER: DB = BENCH MARK DISK
 AE1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1183_STAMPING: B 791 RESET 1957
 AE1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1183+STABILITY: SURFACE MOTION
 AE1183
 AE1183  HISTORY     - Date     Condition        Report By
 AE1183  HISTORY     - 1957     MONUMENTED       TXHD
 AE1183  HISTORY     - 1959     GOOD             NGS
 AE1183
 AE1183                          STATION DESCRIPTION
 AE1183
 AE1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AE1183'1.4 MI NE FROM ZAPATA.
 AE1183'ABOUT 1.4 MILE NORTHEAST ALONG STATE HIGHWAY NO. 496 FROM THE JUNCTION
 AE1183'WITH HIGHWAY NO. 83 IN ZAPATA, 1 FOOT SOUTHEAST OF THE SOUTHEAST
 AE1183'RIGHT-OF-WAY FENCE AND 40 YARDS SOUTHWEST FROM A POWER LINE POLE THAT
 AE1183'IS BRACED AND IN LINE WITH THE NORTHEAST RIGHT-OF-WAY LINE OF A DIRT
 AE1183'ROAD LEADING NORTHWEST FROM THE HIGHWAY.  THE MARK IS 51 FEET RIGHT OF
 AE1183'HIGHWAY SURVEY STATION 249 + 64.  A STANDARD DISK STAMPED B 791 RESET
 AE1183'1957 IN A CONCRETE FILLED 6 INCH DIAMETER METAL FORM, PROJECTING 1
 AE1183'INCH AND IS ABOUT 3 FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0863 ***********************************************************************
 AE0863  DESIGNATION -  B 792
 AE0863  PID         -  AE0863
 AE0863  STATE/COUNTY-  TX/JIM HOGG
 AE0863  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0863
 AE0863                         *CURRENT SURVEY CONTROL
 AE0863  ___________________________________________________________________
 AE0863* NAD 83(1986)-  26 47 39.     (N)    098 33 21.     (W)     SCALED    
 AE0863* NAVD 88     -       125.722  (meters)     412.47   (feet)  ADJUSTED  
 AE0863  ___________________________________________________________________
 AE0863  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AE0863  DYNAMIC HT  -         125.517 (meters)     411.80  (feet)  COMP
 AE0863  MODELED GRAV-     979,013.0   (mgal)                       NAVD 88
 AE0863
 AE0863  VERT ORDER  -  SECOND    CLASS 0
 AE0863
 AE0863.The horizontal coordinates were scaled from a topographic map and have
 AE0863.an estimated accuracy of +/- 6 seconds.
 AE0863
 AE0863.The orthometric height was determined by differential leveling
 AE0863.and adjusted by the National Geodetic Survey in June 1991..
 AE0863
 AE0863.The geoid height was determined by GEOID03.
 AE0863
 AE0863.The dynamic height is computed by dividing the NAVD 88
 AE0863.geopotential number by the normal gravity value computed on the
 AE0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0863.degrees latitude (g = 980.6199 gals.).
 AE0863
 AE0863.The modeled gravity was interpolated from observed gravity values.
 AE0863
 AE0863;                    North         East    Units  Estimated Accuracy
 AE0863;SPC TX S     - 5,124,920.      294,450.      MT  (+/- 180 meters Scaled)
 AE0863
 AE0863                          SUPERSEDED SURVEY CONTROL
 AE0863
 AE0863  NGVD 29 (??/??/92)  125.781  (m)          412.67   (f) ADJ UNCH    2 0
 AE0863
 AE0863.Superseded values are not recommended for survey control.
 AE0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0863.See file dsdata.txt to determine how the superseded data were derived.
 AE0863
 AE0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ441637(NAD 83)
 AE0863_MARKER: DB = BENCH MARK DISK
 AE0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0863_STAMPING: B 792 1942
 AE0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0863+STABILITY: SURFACE MOTION
 AE0863
 AE0863  HISTORY     - Date     Condition        Report By
 AE0863  HISTORY     - 1942     MONUMENTED       CGS
 AE0863  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0863
 AE0863                          STATION DESCRIPTION
 AE0863
 AE0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0863'6.0 MI E FROM RANCHO VIEJO.
 AE0863'TO REACH FROM A MEXICAN SETTLEMENT CALLED RANCHO VIEJO (ABOUT MIDWAY
 AE0863'BETWEEN RIO GRANDE CITY AND HEBBRONVILLE), PROCEED 6.0 MILES EASTERLY
 AE0863'ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT THE
 AE0863'EAST EDGE OF A CLEARING.  IT IS 0.1 MILE WEST OF A CATTLE GUARD ACROSS
 AE0863'THE ROAD, 17.5 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0863'CENTERLINE OF THE ROAD.  MONUMENT IS 2.0 FEET EAST OF A 4X4 INCH WHITE
 AE0863'WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AE0863
 AE0863                          STATION RECOVERY (1972)
 AE0863
 AE0863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0988 ***********************************************************************
 AJ0988  DESIGNATION -  B 793
 AJ0988  PID         -  AJ0988
 AJ0988  STATE/COUNTY-  TX/ZAPATA
 AJ0988  USGS QUAD   -  ARROYO SALADO EAST (1980)
 AJ0988
 AJ0988                         *CURRENT SURVEY CONTROL
 AJ0988  ___________________________________________________________________
 AJ0988* NAD 83(1986)-  27 08 44.     (N)    099 15 45.     (W)     SCALED    
 AJ0988* NAVD 88     -       159.886  (meters)     524.56   (feet)  ADJUSTED  
 AJ0988  ___________________________________________________________________
 AJ0988  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AJ0988  DYNAMIC HT  -         159.628 (meters)     523.71  (feet)  COMP
 AJ0988  MODELED GRAV-     979,032.4   (mgal)                       NAVD 88
 AJ0988
 AJ0988  VERT ORDER  -  SECOND    CLASS 0
 AJ0988
 AJ0988.The horizontal coordinates were scaled from a topographic map and have
 AJ0988.an estimated accuracy of +/- 6 seconds.
 AJ0988
 AJ0988.The orthometric height was determined by differential leveling
 AJ0988.and adjusted by the National Geodetic Survey in June 1991..
 AJ0988
 AJ0988.The geoid height was determined by GEOID03.
 AJ0988
 AJ0988.The dynamic height is computed by dividing the NAVD 88
 AJ0988.geopotential number by the normal gravity value computed on the
 AJ0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0988.degrees latitude (g = 980.6199 gals.).
 AJ0988
 AJ0988.The modeled gravity was interpolated from observed gravity values.
 AJ0988
 AJ0988;                    North         East    Units  Estimated Accuracy
 AJ0988;SPC TX S     - 5,164,080.      224,420.      MT  (+/- 180 meters Scaled)
 AJ0988
 AJ0988                          SUPERSEDED SURVEY CONTROL
 AJ0988
 AJ0988  NGVD 29 (??/??/92)  159.929  (m)          524.70   (f) ADJ UNCH    2 0
 AJ0988
 AJ0988.Superseded values are not recommended for survey control.
 AJ0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0988.See file dsdata.txt to determine how the superseded data were derived.
 AJ0988
 AJ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR739025(NAD 83)
 AJ0988_MARKER: DB = BENCH MARK DISK
 AJ0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0988_STAMPING: B 793 1943
 AJ0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0988+STABILITY: SURFACE MOTION
 AJ0988
 AJ0988  HISTORY     - Date     Condition        Report By
 AJ0988  HISTORY     - 1943     MONUMENTED       CGS
 AJ0988  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0988
 AJ0988                          STATION DESCRIPTION
 AJ0988
 AJ0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0988'14.6 MI NE FROM SAN YGNACIO.
 AJ0988'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 14.6
 AJ0988'NORTHEASTERLY ALONG A GRAVEL AND DIRT ROAD TO THE TOP OF A HILL AND
 AJ0988'SITE OF BENCH MARK.  BENCH MARK IS 21.5 FEET NORTHWEST OF AND ABOUT
 AJ0988'THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  MONUMENT IS 3.0 FEET
 AJ0988'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4
 AJ0988'FOOT.
 AJ0988
 AJ0988                          STATION RECOVERY (1975)
 AJ0988
 AJ0988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0930 ***********************************************************************
 AE0930  DESIGNATION -  B 794
 AE0930  PID         -  AE0930
 AE0930  STATE/COUNTY-  TX/JIM HOGG
 AE0930  USGS QUAD   -  BORREGOS RANCH (1993)
 AE0930
 AE0930                         *CURRENT SURVEY CONTROL
 AE0930  ___________________________________________________________________
 AE0930* NAD 83(1986)-  26 51 18.     (N)    098 38 32.     (W)     SCALED    
 AE0930* NAVD 88     -       148.613  (meters)     487.57   (feet)  ADJUSTED  
 AE0930  ___________________________________________________________________
 AE0930  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AE0930  DYNAMIC HT  -         148.370 (meters)     486.78  (feet)  COMP
 AE0930  MODELED GRAV-     979,010.4   (mgal)                       NAVD 88
 AE0930
 AE0930  VERT ORDER  -  SECOND    CLASS 0
 AE0930
 AE0930.The horizontal coordinates were scaled from a topographic map and have
 AE0930.an estimated accuracy of +/- 6 seconds.
 AE0930
 AE0930.The orthometric height was determined by differential leveling
 AE0930.and adjusted by the National Geodetic Survey in June 1991..
 AE0930
 AE0930.The geoid height was determined by GEOID03.
 AE0930
 AE0930.The dynamic height is computed by dividing the NAVD 88
 AE0930.geopotential number by the normal gravity value computed on the
 AE0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0930.degrees latitude (g = 980.6199 gals.).
 AE0930
 AE0930.The modeled gravity was interpolated from observed gravity values.
 AE0930
 AE0930;                    North         East    Units  Estimated Accuracy
 AE0930;SPC TX S     - 5,131,670.      285,870.      MT  (+/- 180 meters Scaled)
 AE0930
 AE0930                          SUPERSEDED SURVEY CONTROL
 AE0930
 AE0930  NGVD 29 (??/??/92)  148.656  (m)          487.72   (f) ADJ UNCH    2 0
 AE0930
 AE0930.Superseded values are not recommended for survey control.
 AE0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0930.See file dsdata.txt to determine how the superseded data were derived.
 AE0930
 AE0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ355704(NAD 83)
 AE0930_MARKER: DB = BENCH MARK DISK
 AE0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0930_STAMPING: B 794 1943
 AE0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0930+STABILITY: SURFACE MOTION
 AE0930
 AE0930  HISTORY     - Date     Condition        Report By
 AE0930  HISTORY     - 1943     MONUMENTED       CGS
 AE0930  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0930
 AE0930                          STATION DESCRIPTION
 AE0930
 AE0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0930'5.8 MI SW FROM AGUA NUEVA.
 AE0930'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY - HEBBRONVILLE ROAD
 AE0930'AND A DIRT TRACK ROAD LEADING WEST THROUGH THE BORREGOS RANCH (3.9
 AE0930'MILES SOUTH OF THE POST OFFICE AT AGUA NUEVA), PROCEED 1.9 MILES
 AE0930'WESTERLY ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0930'1.0 MILE WEST OF A CATTLE GUARD.  IT IS 24.5 FEET SOUTH OF AND ABOUT
 AE0930'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  MONUMENT IS 2.5
 AE0930'FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT
 AE0930'ABOVE THE GROUND.
 AE0930
 AE0930                          STATION RECOVERY (1972)
 AE0930
 AE0930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0618 ***********************************************************************
 AJ0618  DESIGNATION -  B 796
 AJ0618  PID         -  AJ0618
 AJ0618  STATE/COUNTY-  TX/JIM HOGG
 AJ0618  USGS QUAD   -  RANDADO (1972)
 AJ0618
 AJ0618                         *CURRENT SURVEY CONTROL
 AJ0618  ___________________________________________________________________
 AJ0618* NAD 83(1986)-  27 03 50.     (N)    098 53 14.     (W)     SCALED    
 AJ0618* NAVD 88     -       192.480  (meters)     631.49   (feet)  ADJUSTED  
 AJ0618  ___________________________________________________________________
 AJ0618  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AJ0618  DYNAMIC HT  -         192.166 (meters)     630.46  (feet)  COMP
 AJ0618  MODELED GRAV-     979,015.2   (mgal)                       NAVD 88
 AJ0618
 AJ0618  VERT ORDER  -  SECOND    CLASS 0
 AJ0618
 AJ0618.The horizontal coordinates were scaled from a topographic map and have
 AJ0618.an estimated accuracy of +/- 6 seconds.
 AJ0618
 AJ0618.The orthometric height was determined by differential leveling
 AJ0618.and adjusted by the National Geodetic Survey in June 1991..
 AJ0618
 AJ0618.The geoid height was determined by GEOID03.
 AJ0618
 AJ0618.The dynamic height is computed by dividing the NAVD 88
 AJ0618.geopotential number by the normal gravity value computed on the
 AJ0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0618.degrees latitude (g = 980.6199 gals.).
 AJ0618
 AJ0618.The modeled gravity was interpolated from observed gravity values.
 AJ0618
 AJ0618;                    North         East    Units  Estimated Accuracy
 AJ0618;SPC TX S     - 5,154,860.      261,590.      MT  (+/- 180 meters Scaled)
 AJ0618
 AJ0618                          SUPERSEDED SURVEY CONTROL
 AJ0618
 AJ0618  NGVD 29 (??/??/92)  192.50   (m)          631.6    (f) COMPUTED    2 0
 AJ0618
 AJ0618.Superseded values are not recommended for survey control.
 AJ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0618.See file dsdata.txt to determine how the superseded data were derived.
 AJ0618
 AJ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ111935(NAD 83)
 AJ0618_MARKER: DB = BENCH MARK DISK
 AJ0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0618_STAMPING: B 796 1943
 AJ0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0618+STABILITY: SURFACE MOTION
 AJ0618
 AJ0618  HISTORY     - Date     Condition        Report By
 AJ0618  HISTORY     - 1943     MONUMENTED       CGS
 AJ0618
 AJ0618                          STATION DESCRIPTION
 AJ0618
 AJ0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0618'1.0 MI S FROM RANDADO.
 AJ0618'TO REACH FROM THE SCHOOL BUILDING AT RANDADO, PROCEED 1.0 MILE
 AJ0618'SOUTHERLY ALONG THE RIO GRANDE CITY ROAD TO SITE OF BENCH MARK. BENCH
 AJ0618'MARK IS 32.5 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0618'CENTERLINE OF THE ROAD, 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.
 AJ0618'MONUMENT IS 3.2 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AJ0618'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0001 ***********************************************************************
 AY0001  DESIGNATION -  B 797
 AY0001  PID         -  AY0001
 AY0001  STATE/COUNTY-  TX/COMAL
 AY0001  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0001
 AY0001                         *CURRENT SURVEY CONTROL
 AY0001  ___________________________________________________________________
 AY0001* NAD 83(1986)-  29 41 49.     (N)    098 08 08.     (W)     SCALED    
 AY0001* NAVD 88     -       194.879  (meters)     639.37   (feet)  ADJUSTED  
 AY0001  ___________________________________________________________________
 AY0001  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY0001  DYNAMIC HT  -         194.599 (meters)     638.45  (feet)  COMP
 AY0001  MODELED GRAV-     979,202.9   (mgal)                       NAVD 88
 AY0001
 AY0001  VERT ORDER  -  FIRST     CLASS II
 AY0001
 AY0001.The horizontal coordinates were scaled from a topographic map and have
 AY0001.an estimated accuracy of +/- 6 seconds.
 AY0001
 AY0001.The orthometric height was determined by differential leveling
 AY0001.and adjusted by the National Geodetic Survey in June 1991..
 AY0001
 AY0001.The geoid height was determined by GEOID03.
 AY0001
 AY0001.The dynamic height is computed by dividing the NAVD 88
 AY0001.geopotential number by the normal gravity value computed on the
 AY0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0001.degrees latitude (g = 980.6199 gals.).
 AY0001
 AY0001.The modeled gravity was interpolated from observed gravity values.
 AY0001
 AY0001;                    North         East    Units  Estimated Accuracy
 AY0001;SPC TXSC     - 4,206,850.      683,650.      MT  (+/- 180 meters Scaled)
 AY0001
 AY0001                          SUPERSEDED SURVEY CONTROL
 AY0001
 AY0001.No superseded survey control is available for this station.
 AY0001
 AY0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT836855(NAD 83)
 AY0001_MARKER: DB = BENCH MARK DISK
 AY0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0001_SP_SET: CULVERT
 AY0001_STAMPING: B 797 1943
 AY0001_MARK LOGO: CGS   
 AY0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0001
 AY0001  HISTORY     - Date     Condition        Report By
 AY0001  HISTORY     - 1943     MONUMENTED       CGS
 AY0001  HISTORY     - 1957     GOOD             DOD
 AY0001  HISTORY     - 1980     GOOD             NGS
 AY0001  HISTORY     - 1988     GOOD             USPSQD
 AY0001  HISTORY     - 1989     GOOD             USPSQD
 AY0001  HISTORY     - 1990     GOOD             USPSQD
 AY0001  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0001
 AY0001                          STATION DESCRIPTION
 AY0001
 AY0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0001'0.8 MI SW FROM NEW BRAUNFELS.
 AY0001'0.8 MILE SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0001'FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 4 POLES NORTHEAST OF
 AY0001'MILEPOST 1004, 15 FEET SOUTHWEST OF A PRIVATE-ROAD CROSSING, AT A
 AY0001'3.5-FOOT CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST END OF THE
 AY0001'SOUTHEAST HEADWALL, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 AY0001'AND 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK.
 AY0001
 AY0001                          STATION RECOVERY (1957)
 AY0001
 AY0001'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0001'RECOVERED IN GOOD CONDITION.
 AY0001
 AY0001                          STATION RECOVERY (1980)
 AY0001
 AY0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0001'IN NEW BRAUNFELS, ONE BLOCK NORTHEAST ALONG THE MISSOURI KANSAS AND
 AY0001'RAILROAD FROM THE CROSSING OF NORTH WALNUT AVENUE, 10.7 METERS
 AY0001'(30.0 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF NORTH SYCAMORE
 AY0001'STREET, ON TOP AND 0.5 METER (1.5 FT) SOUTHWEST OF THE NORTHEAST END
 AY0001'OF THE SOUTHEAST CONCRETE HEADWALL OF A 1.3-METER CULVERT UNDER THE
 AY0001'TRACKS, 6.7 METERS (22.0 FT) SOUTHEAST OF THE CENTER OF THE TRACKS.
 AY0001'THE MARK IS 5.4 M BELOW THE TRACKS.
 AY0001
 AY0001                          STATION RECOVERY (1988)
 AY0001
 AY0001'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 AY0001'RECOVERED IN GOOD CONDITION.
 AY0001
 AY0001                          STATION RECOVERY (1989)
 AY0001
 AY0001'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY0001'RECOVERED IN GOOD CONDITION.
 AY0001
 AY0001                          STATION RECOVERY (1990)
 AY0001
 AY0001'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0001'RECOVERED IN GOOD CONDITION.
 AY0001
 AY0001                          STATION RECOVERY (1993)
 AY0001
 AY0001'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0302 ***********************************************************************
 AY0302  DESIGNATION -  B 799
 AY0302  PID         -  AY0302
 AY0302  STATE/COUNTY-  TX/BEXAR
 AY0302  USGS QUAD   -  SOUTHTON (1992)
 AY0302
 AY0302                         *CURRENT SURVEY CONTROL
 AY0302  ___________________________________________________________________
 AY0302* NAD 83(1986)-  29 19 36.     (N)    098 26 54.     (W)     SCALED    
 AY0302* NAVD 88     -       160.184  (meters)     525.54   (feet)  ADJUSTED  
 AY0302  ___________________________________________________________________
 AY0302  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AY0302  DYNAMIC HT  -         159.952 (meters)     524.78  (feet)  COMP
 AY0302  MODELED GRAV-     979,189.5   (mgal)                       NAVD 88
 AY0302
 AY0302  VERT ORDER  -  FIRST     CLASS II
 AY0302
 AY0302.The horizontal coordinates were scaled from a topographic map and have
 AY0302.an estimated accuracy of +/- 6 seconds.
 AY0302
 AY0302.The orthometric height was determined by differential leveling
 AY0302.and adjusted by the National Geodetic Survey in June 1991..
 AY0302
 AY0302.The geoid height was determined by GEOID03.
 AY0302
 AY0302.The dynamic height is computed by dividing the NAVD 88
 AY0302.geopotential number by the normal gravity value computed on the
 AY0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0302.degrees latitude (g = 980.6199 gals.).
 AY0302
 AY0302.The modeled gravity was interpolated from observed gravity values.
 AY0302
 AY0302;                    North         East    Units  Estimated Accuracy
 AY0302;SPC TXSC     - 4,165,630.      653,580.      MT  (+/- 180 meters Scaled)
 AY0302
 AY0302                          SUPERSEDED SURVEY CONTROL
 AY0302
 AY0302  NGVD 29 (??/??/92)  160.094  (m)          525.24   (f) ADJ UNCH    1 2
 AY0302
 AY0302.Superseded values are not recommended for survey control.
 AY0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0302.See file dsdata.txt to determine how the superseded data were derived.
 AY0302
 AY0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT535443(NAD 83)
 AY0302_MARKER: DB = BENCH MARK DISK
 AY0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0302_STAMPING: B 799 1943
 AY0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0302+STABILITY: SURFACE MOTION
 AY0302
 AY0302  HISTORY     - Date     Condition        Report By
 AY0302  HISTORY     - 1943     MONUMENTED       CGS
 AY0302  HISTORY     - 19861117 MARK NOT FOUND   USGS
 AY0302  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 AY0302
 AY0302                          STATION DESCRIPTION
 AY0302
 AY0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0302'5.0 MI SE FROM SAN ANTONIO.
 AY0302'TO REACH FROM THE RIVERSIDE SCHOOL AT SAN ANTONIO, PROCEED 5.0 MILES
 AY0302'SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD TO A PRIVATE ROAD
 AY0302'CROSSING AND SITE OF BENCH MARK.  BENCH MARK IS 5 TELEGRAPH POLES
 AY0302'SOUTHEAST OF MILE POST NO. 6.  IT IS 23.0 FEET NORTHEAST OF AND ABOUT
 AY0302'THE SAME ELEVATION AS THE CENTERLINE OF TRACK.  IT IS 23.0 FEET
 AY0302'SOUTHEAST OF THE CENTERLINE OF PRIVATE ROAD, 7.0 FEET SOUTHWEST OF THE
 AY0302'RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH
 AY0302'WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
 AY0302
 AY0302                          STATION RECOVERY (1986)
 AY0302
 AY0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY0302'MARK NOT FOUND.
 AY0302
 AY0302                          STATION RECOVERY (1995)
 AY0302
 AY0302'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4500 ***********************************************************************
 AW4500  DESIGNATION -  B 8
 AW4500  PID         -  AW4500
 AW4500  STATE/COUNTY-  TX/HARRIS
 AW4500  USGS QUAD   -  ADDICKS (1995)
 AW4500
 AW4500                         *CURRENT SURVEY CONTROL
 AW4500  ___________________________________________________________________
 AW4500* NAD 83(1986)-  29 47 07.     (N)    095 41 09.     (W)     SCALED    
 AW4500* NAVD 88     -        32.17   (+/-2cm)     105.5    (feet)  VERTCON   
 AW4500  ___________________________________________________________________
 AW4500  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW4500
 AW4500  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4500
 AW4500.The horizontal coordinates were scaled from a topographic map and have
 AW4500.an estimated accuracy of +/- 6 seconds.
 AW4500
 AW4500.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4500.The vertical order pertains to the NGVD 29 superseded value.
 AW4500
 AW4500.The geoid height was determined by GEOID03.
 AW4500
 AW4500;                    North         East    Units  Estimated Accuracy
 AW4500;SPC TXSC     - 4,220,870.      920,380.      MT  (+/- 180 meters Scaled)
 AW4500
 AW4500                          SUPERSEDED SURVEY CONTROL
 AW4500
 AW4500  NGVD 29 (??/??/92)   32.158  (m)          105.50   (f) ADJ UNCH    1 2
 AW4500
 AW4500.Superseded values are not recommended for survey control.
 AW4500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4500.See file dsdata.txt to determine how the superseded data were derived.
 AW4500
 AW4500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN403980(NAD 83)
 AW4500_MARKER: DB = BENCH MARK DISK
 AW4500_SETTING: 0 = UNSPECIFIED SETTING
 AW4500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4500
 AW4500  HISTORY     - Date     Condition        Report By
 AW4500  HISTORY     - 1906     MONUMENTED       CGS
 AW4500  HISTORY     - 1973     GOOD             NGS
 AW4500  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW4500
 AW4500                          STATION DESCRIPTION
 AW4500
 AW4500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4500'8.3 MI E FROM KATY.
 AW4500'BARKER, 20 FEET EAST OF STATION ON MISSOURI, KANSAS AND TEXAS RAILWAY,
 AW4500'145 FEET SOUTH OF THE CENTER OF THE TRACK AT CORNER OF FENCE. ONLY
 AW4500'DESC. AVAIL.
 AW4500
 AW4500                          STATION RECOVERY (2004)
 AW4500
 AW4500'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0011 ***********************************************************************
 AM0011  DESIGNATION -  B 8 F DOWCO
 AM0011  PID         -  AM0011
 AM0011  STATE/COUNTY-  TX/BRAZORIA
 AM0011  USGS QUAD   -  JONES CREEK (1974)
 AM0011
 AM0011                         *CURRENT SURVEY CONTROL
 AM0011  ___________________________________________________________________
 AM0011* NAD 83(1986)-  28 59 57.     (N)    095 24 07.     (W)     SCALED    
 AM0011* NAVD 88     -         2.67   (+/-2cm)       8.8    (feet)  VERTCON   
 AM0011  ___________________________________________________________________
 AM0011  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AM0011
 AM0011  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0011
 AM0011.The horizontal coordinates were scaled from a topographic map and have
 AM0011.an estimated accuracy of +/- 6 seconds.
 AM0011
 AM0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0011.The vertical order pertains to the NGVD 29 superseded value.
 AM0011
 AM0011.The geoid height was determined by GEOID03.
 AM0011
 AM0011;                    North         East    Units  Estimated Accuracy
 AM0011;SPC TXSC     - 4,134,600.      950,500.      MT  (+/- 180 meters Scaled)
 AM0011
 AM0011                          SUPERSEDED SURVEY CONTROL
 AM0011
 AM0011  NGVD 29 (??/??/92)    2.690  (m)            8.83   (f) ADJ UNCH    1 1
 AM0011
 AM0011.Superseded values are not recommended for survey control.
 AM0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0011.See file dsdata.txt to determine how the superseded data were derived.
 AM0011
 AM0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN660102(NAD 83)
 AM0011_MARKER: DD = SURVEY DISK
 AM0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0011_SP_SET: WELL CASING
 AM0011_STAMPING: B 8 F
 AM0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0011
 AM0011  HISTORY     - Date     Condition        Report By
 AM0011  HISTORY     - UNK      MONUMENTED       DOWCO
 AM0011  HISTORY     - 1973     GOOD             NGS
 AM0011  HISTORY     - 1978     GOOD             NGS
 AM0011
 AM0011                          STATION DESCRIPTION
 AM0011
 AM0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0011'IN DOW PLANT B.
 AM0011'AT DOW PLANT B, 0.15 MILE NORTHEAST ALONG TIN ROAD FROM THE JUNCTION
 AM0011'OF GLYCOL ROAD, AT THE EAST CORNER OF BLOCK 41, AT FRESH WATER WELL
 AM0011'NUMBER 8, IN THE TOP AND 0.3 FOOT SOUTH OF THE NORTH CORNER OF A 3-BY
 AM0011'3-FOOT CONCRETE PUMP PEDESTAL CAST TO THE TOP OF A 16-INCH WELL CASING
 AM0011'WHICH IS CEMETED TO A DEPTH OF 207 FEET, 45 FEET NORTHWEST OF THE
 AM0011'CENTER LINE OF TIN ROAD, AND ABOUT 1.0 FOOT ABOVE THE GROUND.
 AM0011
 AM0011                          STATION RECOVERY (1978)
 AM0011
 AM0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0166 ***********************************************************************
 AZ0166  DESIGNATION -  B 80
 AZ0166  PID         -  AZ0166
 AZ0166  STATE/COUNTY-  TX/VAL VERDE
 AZ0166  USGS QUAD   -  DEL RIO NW (1972)
 AZ0166
 AZ0166                         *CURRENT SURVEY CONTROL
 AZ0166  ___________________________________________________________________
 AZ0166* NAD 83(1986)-  29 27 48.     (N)    100 54 33.     (W)     SCALED    
 AZ0166* NAVD 88     -       376.112  (meters)    1233.96   (feet)  ADJUSTED  
 AZ0166  ___________________________________________________________________
 AZ0166  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0166  DYNAMIC HT  -         375.566 (meters)    1232.17  (feet)  COMP
 AZ0166  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0166
 AZ0166  VERT ORDER  -  FIRST     CLASS II
 AZ0166
 AZ0166.The horizontal coordinates were scaled from a topographic map and have
 AZ0166.an estimated accuracy of +/- 6 seconds.
 AZ0166
 AZ0166.The orthometric height was determined by differential leveling
 AZ0166.and adjusted by the National Geodetic Survey in June 1991..
 AZ0166
 AZ0166.The geoid height was determined by GEOID03.
 AZ0166
 AZ0166.The dynamic height is computed by dividing the NAVD 88
 AZ0166.geopotential number by the normal gravity value computed on the
 AZ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0166.degrees latitude (g = 980.6199 gals.).
 AZ0166
 AZ0166.The modeled gravity was interpolated from observed gravity values.
 AZ0166
 AZ0166;                    North         East    Units  Estimated Accuracy
 AZ0166;SPC TXSC     - 4,182,160.      414,840.      MT  (+/- 180 meters Scaled)
 AZ0166
 AZ0166                          SUPERSEDED SURVEY CONTROL
 AZ0166
 AZ0166  NGVD 29 (??/??/92)  376.073  (m)         1233.83   (f) ADJ UNCH    1 2
 AZ0166
 AZ0166.Superseded values are not recommended for survey control.
 AZ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0166.See file dsdata.txt to determine how the superseded data were derived.
 AZ0166
 AZ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT148608(NAD 83)
 AZ0166_MARKER: DB = BENCH MARK DISK
 AZ0166_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0166_SP_SET: OUTCROP
 AZ0166_STAMPING: B 80 1931 1233.833
 AZ0166_MARK LOGO: CGS   
 AZ0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0166+STABILITY: POSITION/ELEVATION WELL
 AZ0166
 AZ0166  HISTORY     - Date     Condition        Report By
 AZ0166  HISTORY     - 1931     MONUMENTED       CGS
 AZ0166  HISTORY     - 1963     GOOD             NGS
 AZ0166  HISTORY     - 1981     GOOD             NGS
 AZ0166  HISTORY     - 19980805 GOOD             USPSQD
 AZ0166
 AZ0166                          STATION DESCRIPTION
 AZ0166
 AZ0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AZ0166'6.65 MI N FROM DEL RIO.
 AZ0166'ABOUT 6.65 MILES NORTH ALONG U. S. HIGHWAY 277 FROM THE OVERPASS OVER
 AZ0166'THE TEXAS AND NEW ORLEANS RAILROAD AT DEL RIO, 0.6 MILE NORTH OF A
 AZ0166'SMALL CONCRETE BLOCK BUILDING AND FOUR RADIO TOWERS THAT ARE ON THE
 AZ0166'CREST OF A HILL AND JUST WEST OF THE HIGHWAY, 70 FEET WEST OF THE
 AZ0166'CENTER LINE OF THE HIGHWAY, 19 FEET WEST OF THE FENCE LINE, 6 FEET
 AZ0166'SOUTH-SOUTHWEST OF A TELEPHONE POLE 2037 WHICH IS THE FIRST POLE NORTH
 AZ0166'OF A POLE WITH GUY WIRE AND SET IN THE TOP OF A SMALL ROCK OUTCROP
 AZ0166'THAT PROJECTS ABOUT 0.2 FOOT.  TO REACH FROM THE JUNCTION OF U. S.
 AZ0166'HIGHWAYS 90, 277 AND 377 AT THE NORTH END OF THE OVERPASS IN DEL RIO,
 AZ0166'GO NORTH 4.4 MILES ALONG THE HIGHWAY TO WHERE U. S. HIGHWAY 90 LEAVES
 AZ0166'U. S. HIGHWAYS 277 AND 377, THENCE NORTH 2.5 MILES ALONG U. S.
 AZ0166'HIGHWAYS 277 AND 377 TO SITE OF BENCH MARK.
 AZ0166
 AZ0166                          STATION RECOVERY (1981)
 AZ0166
 AZ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0166'4.0 KM (2.5 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0166'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, 0.4 KM
 AZ0166'(0.25 MI) SOUTH OF A FIELD ROAD LEADING WEST, IN THE CENTER OF A 3 BY
 AZ0166'3 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 29.6 METERS (97.1 FT) WEST
 AZ0166'OF THE CENTERLINE OF THE HIGHWAY, 5.8 METERS (19.0 FT) WEST OF A FENCE
 AZ0166'AND 1.8 METERS (5.9 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER 2037.
 AZ0166'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 AZ0166
 AZ0166                          STATION RECOVERY (1998)
 AZ0166
 AZ0166'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1098 ***********************************************************************
 AE1098  DESIGNATION -  B 800
 AE1098  PID         -  AE1098
 AE1098  STATE/COUNTY-  TX/ZAPATA
 AE1098  USGS QUAD   -  ZAPATA SE (1979)
 AE1098
 AE1098                         *CURRENT SURVEY CONTROL
 AE1098  ___________________________________________________________________
 AE1098* NAD 83(1986)-  26 52 13.     (N)    099 17 11.     (W)     SCALED    
 AE1098* NAVD 88     -       103.546  (meters)     339.72   (feet)  POSTED    
 AE1098  ___________________________________________________________________
 AE1098  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AE1098  DYNAMIC HT  -         103.380 (meters)     339.17  (feet)  COMP
 AE1098  MODELED GRAV-     979,032.9   (mgal)                       NAVD 88
 AE1098
 AE1098  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE1098
 AE1098.The horizontal coordinates were scaled from a topographic map and have
 AE1098.an estimated accuracy of +/- 6 seconds.
 AE1098
 AE1098.The orthometric height was determined by differential leveling
 AE1098.and adjusted by the National Geodetic Survey in 1992..
 AE1098.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE1098.rate of 0.0 thru 1.0 mm/km.
 AE1098.WARNING-Repeat measurements at this control monument indicate possible
 AE1098.vertical movement.
 AE1098
 AE1098.The geoid height was determined by GEOID03.
 AE1098
 AE1098.The dynamic height is computed by dividing the NAVD 88
 AE1098.geopotential number by the normal gravity value computed on the
 AE1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1098.degrees latitude (g = 980.6199 gals.).
 AE1098
 AE1098.The modeled gravity was interpolated from observed gravity values.
 AE1098
 AE1098;                    North         East    Units  Estimated Accuracy
 AE1098;SPC TX S     - 5,133,590.      221,870.      MT  (+/- 180 meters Scaled)
 AE1098
 AE1098                          SUPERSEDED SURVEY CONTROL
 AE1098
 AE1098  NGVD 29 (??/??/92)  103.602  (m)          339.90   (f) ADJ UNCH    1 2
 AE1098
 AE1098.Superseded values are not recommended for survey control.
 AE1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1098.See file dsdata.txt to determine how the superseded data were derived.
 AE1098
 AE1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ715721(NAD 83)
 AE1098_MARKER: DB = BENCH MARK DISK
 AE1098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1098_SP_SET: CULVERT
 AE1098_STAMPING: B 800 1934
 AE1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1098
 AE1098  HISTORY     - Date     Condition        Report By
 AE1098  HISTORY     - 1934     MONUMENTED       CGS
 AE1098  HISTORY     - 1975     GOOD             USGS
 AE1098
 AE1098                          STATION DESCRIPTION
 AE1098
 AE1098'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AE1098'3.55 MI S FROM ZAPATA.
 AE1098'FROM THE JUNCTION OF FARM ROAD NO. 496 AND U.S. HIGHWAY 83 IN ZAPATA
 AE1098'PROCEED SOUTHWEST ALONG FARM ROAD 496 FOR 2.5 MI TO JUNCTION WITH FARM
 AE1098'ROAD NO. 3074, THENCE SOUTHEAST ON FARM ROAD 3074 FOR 1.05 MI. AND BM
 AE1098'IN NORTHEAST HEADWALL OF CULVERT, 24 FT. NORTHEAST OF CENTERLINE. A
 AE1098'STANDARD TABLET STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4211 ***********************************************************************
 AW4211  DESIGNATION -  B 802
 AW4211  PID         -  AW4211
 AW4211  STATE/COUNTY-  TX/FORT BEND
 AW4211  USGS QUAD   -  GUY (1980)
 AW4211
 AW4211                         *CURRENT SURVEY CONTROL
 AW4211  ___________________________________________________________________
 AW4211* NAD 83(1986)-  29 17 07.     (N)    095 51 25.     (W)     SCALED    
 AW4211* NAVD 88     -        21.39   (+/-2cm)      70.2    (feet)  VERTCON   
 AW4211  ___________________________________________________________________
 AW4211  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW4211
 AW4211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4211
 AW4211.The horizontal coordinates were scaled from a topographic map and have
 AW4211.an estimated accuracy of +/- 6 seconds.
 AW4211
 AW4211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4211.The vertical order pertains to the NGVD 29 superseded value.
 AW4211
 AW4211.The geoid height was determined by GEOID03.
 AW4211
 AW4211;                    North         East    Units  Estimated Accuracy
 AW4211;SPC TXSC     - 4,165,020.      905,330.      MT  (+/- 180 meters Scaled)
 AW4211
 AW4211                          SUPERSEDED SURVEY CONTROL
 AW4211
 AW4211  NGVD 29 (??/??/92)   21.393  (m)           70.19   (f) ADJ UNCH    2 0
 AW4211
 AW4211.Superseded values are not recommended for survey control.
 AW4211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4211.See file dsdata.txt to determine how the superseded data were derived.
 AW4211
 AW4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN224429(NAD 83)
 AW4211_MARKER: DB = BENCH MARK DISK
 AW4211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4211_STAMPING: B 802 1943
 AW4211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4211+STABILITY: SURFACE MOTION
 AW4211
 AW4211  HISTORY     - Date     Condition        Report By
 AW4211  HISTORY     - 1943     MONUMENTED       CGS
 AW4211
 AW4211                          STATION DESCRIPTION
 AW4211
 AW4211'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4211'6.0 MI SW FROM GUY.
 AW4211'TO REACH FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE
 AW4211'SANTA FE RAILROAD AT GUY.  PROCEED SOUTHWESTERLY 6.0 MILES ALONG THE
 AW4211'SANTA FE RAILROAD TO MILE POST NO. 12 AND SITE OF BENCH MARK.  BENCH
 AW4211'MARK IS 75.0 FEET NORTHEAST OF THE CENTER OF AN IRON GATE IN
 AW4211'RIGHT-OF-WAY FENCE, 46.0 FEET SOUTHEAST OF AND ABOUT 2.0 FEET BELOW
 AW4211'THE CENTERLINE OF THE TRACK, 14.0 FEET SOUTH OF MILE POST NO. 12, 7.0
 AW4211'FEET WEST OF A RAILROAD RAIL DRIVEN VERTICALLY IN GROUND, 3.0 FEET
 AW4211'NORTHEAST OF A 4 BY 4 INCH WOODEN MARKER POST AND 5.0 FEET NORTHWEST
 AW4211'OF RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.5 FOOT, AND SET IN A
 AW4211'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4085 ***********************************************************************
 AW4085  DESIGNATION -  B 803
 AW4085  PID         -  AW4085
 AW4085  STATE/COUNTY-  TX/BRAZORIA
 AW4085  USGS QUAD   -  ROSHARON (1974)
 AW4085
 AW4085                         *CURRENT SURVEY CONTROL
 AW4085  ___________________________________________________________________
 AW4085* NAD 83(1986)-  29 18 08.     (N)    095 28 05.     (W)     SCALED    
 AW4085* NAVD 88     -        13.22   (+/-2cm)      43.4    (feet)  VERTCON   
 AW4085  ___________________________________________________________________
 AW4085  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW4085
 AW4085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4085
 AW4085.The horizontal coordinates were scaled from a topographic map and have
 AW4085.an estimated accuracy of +/- 6 seconds.
 AW4085
 AW4085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4085.The vertical order pertains to the NGVD 29 superseded value.
 AW4085
 AW4085.The geoid height was determined by GEOID03.
 AW4085
 AW4085;                    North         East    Units  Estimated Accuracy
 AW4085;SPC TXSC     - 4,167,970.      943,040.      MT  (+/- 180 meters Scaled)
 AW4085
 AW4085                          SUPERSEDED SURVEY CONTROL
 AW4085
 AW4085  NGVD 29 (??/??/92)   13.225  (m)           43.39   (f) ADJ UNCH    2 0
 AW4085
 AW4085.Superseded values are not recommended for survey control.
 AW4085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4085.See file dsdata.txt to determine how the superseded data were derived.
 AW4085
 AW4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN602439(NAD 83)
 AW4085_MARKER: DB = BENCH MARK DISK
 AW4085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4085_STAMPING: B 803 1943
 AW4085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4085+STABILITY: SURFACE MOTION
 AW4085
 AW4085  HISTORY     - Date     Condition        Report By
 AW4085  HISTORY     - 1943     MONUMENTED       CGS
 AW4085  HISTORY     - 1963     GOOD             USGS
 AW4085
 AW4085                          STATION DESCRIPTION
 AW4085
 AW4085'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4085'1.9 MI SW FROM BONNEY.
 AW4085'TO REACH FROM THE GENERAL STORE AT BONNEY.  PROCEED SOUTHERLY 0.9 MILE
 AW4085'ALONG STATE HIGHWAY NO. 288, THENCE WESTERLY 1.0 MILE ALONG THE RAMSEY
 AW4085'STATE PRISON FARM GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AW4085'ABOUT MIDWAY BETWEEN TWO SMALL WOODEN BRIDGES, 80.0 FEET WEST OF A
 AW4085'BOARD GATE AT A T FENCE CORNER, 49.0 FEET NORTH OF AND ABOUT 2.0 FEET
 AW4085'BELOW THE CENTERLINE OF THE GRAVELED ROAD, 3.0 FEET EAST OF A 4 BY 4
 AW4085'INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 AW4085'MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4085
 AW4085                          STATION RECOVERY (1963)
 AW4085
 AW4085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4705 ***********************************************************************
 AW4705  DESIGNATION -  B 804
 AW4705  PID         -  AW4705
 AW4705  STATE/COUNTY-  TX/FORT BEND
 AW4705  USGS QUAD   -  ORCHARD (1980)
 AW4705
 AW4705                         *CURRENT SURVEY CONTROL
 AW4705  ___________________________________________________________________
 AW4705* NAD 83(1986)-  29 37 23.     (N)    095 58 31.     (W)     SCALED    
 AW4705* NAVD 88     -        38.739  (meters)     127.10   (feet)  ADJUSTED  
 AW4705  ___________________________________________________________________
 AW4705  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW4705  DYNAMIC HT  -          38.685 (meters)     126.92  (feet)  COMP
 AW4705  MODELED GRAV-     979,267.9   (mgal)                       NAVD 88
 AW4705
 AW4705  VERT ORDER  -  FIRST     CLASS II
 AW4705
 AW4705.The horizontal coordinates were scaled from a topographic map and have
 AW4705.an estimated accuracy of +/- 6 seconds.
 AW4705
 AW4705.The orthometric height was determined by differential leveling
 AW4705.and adjusted by the National Geodetic Survey in June 1991..
 AW4705
 AW4705.The geoid height was determined by GEOID03.
 AW4705
 AW4705.The dynamic height is computed by dividing the NAVD 88
 AW4705.geopotential number by the normal gravity value computed on the
 AW4705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4705.degrees latitude (g = 980.6199 gals.).
 AW4705
 AW4705.The modeled gravity was interpolated from observed gravity values.
 AW4705
 AW4705;                    North         East    Units  Estimated Accuracy
 AW4705;SPC TXSC     - 4,202,140.      892,870.      MT  (+/- 180 meters Scaled)
 AW4705
 AW4705                          SUPERSEDED SURVEY CONTROL
 AW4705
 AW4705  NGVD 29 (12/23/87)   38.734  (m)          127.08   (f) ADJUSTED    1 2
 AW4705
 AW4705.Superseded values are not recommended for survey control.
 AW4705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4705.See file dsdata.txt to determine how the superseded data were derived.
 AW4705
 AW4705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN118807(NAD 83)
 AW4705_MARKER: DB = BENCH MARK DISK
 AW4705_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4705_SP_SET: CULVERT HEADWALL
 AW4705_STAMPING: B 804 1943
 AW4705_MARK LOGO: CGS   
 AW4705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4705+STABILITY: SURFACE MOTION
 AW4705
 AW4705  HISTORY     - Date     Condition        Report By
 AW4705  HISTORY     - 1943     MONUMENTED       CGS
 AW4705  HISTORY     - 1963     GOOD             NGS
 AW4705  HISTORY     - 1987     GOOD             NGS
 AW4705  HISTORY     - 1990     GOOD             USPSQD
 AW4705  HISTORY     - 19971122 GOOD             USPSQD
 AW4705
 AW4705                          STATION DESCRIPTION
 AW4705
 AW4705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW4705'1.65 MI N FROM ORCHARD.
 AW4705'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILWAY STATION AT
 AW4705'ORCHARD-- PROCEED 1.65 MILES NORTHERLY ALONG A GRAVEL ROAD LEADING TO
 AW4705'SIMONTON TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 300.0 FEET
 AW4705'SOUTHWEST OF A SMALL WHITE FRAME HOUSE, AND ABOUT 90.0 FEET WEST OF
 AW4705'THE CENTERLINE OF THE NORTH AND SOUTH (ORCHARD TO SIMONTON) ROAD.  IT
 AW4705'IS 14.6 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD
 AW4705'LEADING WEST, AND SET HORIZONTALLY 2.5 FEET FROM THE EAST END OF THE
 AW4705'NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE EAST AND WEST ROAD. A
 AW4705'STANDARD DISK, STAMPED B 804 1943.
 AW4705
 AW4705                          STATION RECOVERY (1987)
 AW4705
 AW4705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4705'RECOVERED IN GOOD CONDITION.
 AW4705
 AW4705                          STATION RECOVERY (1990)
 AW4705
 AW4705'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4705'RECOVERED IN GOOD CONDITION.
 AW4705
 AW4705                          STATION RECOVERY (1997)
 AW4705
 AW4705'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0553 ***********************************************************************
 BM0553  DESIGNATION -  B 804
 BM0553  PID         -  BM0553
 BM0553  STATE/COUNTY-  TX/TRAVIS
 BM0553  USGS QUAD   -  AUSTIN EAST (1988)
 BM0553
 BM0553                         *CURRENT SURVEY CONTROL
 BM0553  ___________________________________________________________________
 BM0553* NAD 83(1986)-  30 18 00.     (N)    097 38 45.     (W)     SCALED    
 BM0553* NAVD 88     -       161.85   (+/-2cm)     531.0    (feet)  VERTCON   
 BM0553  ___________________________________________________________________
 BM0553  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BM0553
 BM0553  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0553
 BM0553.The horizontal coordinates were scaled from a topographic map and have
 BM0553.an estimated accuracy of +/- 6 seconds.
 BM0553
 BM0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0553.The vertical order pertains to the NGVD 29 superseded value.
 BM0553
 BM0553.The geoid height was determined by GEOID03.
 BM0553
 BM0553;                    North         East    Units  Estimated Accuracy
 BM0553;SPC TX C     - 3,073,330.      958,490.      MT  (+/- 180 meters Scaled)
 BM0553
 BM0553                          SUPERSEDED SURVEY CONTROL
 BM0553
 BM0553  NGVD 29 (??/??/92)  161.758  (m)          530.70   (f) ADJ UNCH    1 2
 BM0553
 BM0553.Superseded values are not recommended for survey control.
 BM0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0553.See file dsdata.txt to determine how the superseded data were derived.
 BM0553
 BM0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU302528(NAD 83)
 BM0553_MARKER: DB = BENCH MARK DISK
 BM0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0553_STAMPING: B 804 1953
 BM0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0553+STABILITY: SURFACE MOTION
 BM0553
 BM0553  HISTORY     - Date     Condition        Report By
 BM0553  HISTORY     - 1953     MONUMENTED       CGS
 BM0553  HISTORY     - 1990     GOOD             USPSQD
 BM0553  HISTORY     - 19910222 GOOD             USPSQD
 BM0553  HISTORY     - 19991231 GOOD             USPSQD
 BM0553  HISTORY     - 20030308 GOOD             USPSQD
 BM0553
 BM0553                          STATION DESCRIPTION
 BM0553
 BM0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0553'7.8 MI E FROM AUSTIN.
 BM0553'7.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0553'STATION AT AUSTIN, 67 FEET WEST OF MILEPOST 107, 31.5 FEET WEST OF THE
 BM0553'WEST RAIL, 55 FEET NORTH OF A TELEPHONE POLE, 1.3 FEET EAST OF A
 BM0553'FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BM0553'POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 BM0553
 BM0553                          STATION RECOVERY (1990)
 BM0553
 BM0553'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0553'RECOVERED IN GOOD CONDITION.
 BM0553
 BM0553                          STATION RECOVERY (1991)
 BM0553
 BM0553'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0553'RECOVERED IN GOOD CONDITION.
 BM0553
 BM0553                          STATION RECOVERY (1999)
 BM0553
 BM0553'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0553'RECOVERED IN GOOD CONDITION.
 BM0553
 BM0553                          STATION RECOVERY (2003)
 BM0553
 BM0553'RECOVERY NOTE BY US POWER SQUADRON 2003 (MDS)
 BM0553'7.8 MILES EAST ALONG CAPITOL METRO TRANSIT AUTHORITY TRACKS (FORMERLY
 BM0553'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT AUSTIN, 67 FEET WEST OF
 BM0553'MILE POST 107, 30 FEET WEST OF THE WEST RAIL, 1.3 FEET EAST OF A
 BM0553'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE
 BM0553'THE GROUND.  238 FEET FROM CURB OF LOYOLA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2133 ***********************************************************************
 AW2133  DESIGNATION -  B 805
 AW2133  PID         -  AW2133
 AW2133  STATE/COUNTY-  TX/FORT BEND
 AW2133  USGS QUAD   -  SUGAR LAND (1995)
 AW2133
 AW2133                         *CURRENT SURVEY CONTROL
 AW2133  ___________________________________________________________________
 AW2133* NAD 83(1986)-  29 37 01.     (N)    095 38 33.     (W)     SCALED    
 AW2133* NAVD 88     -        22.729  (meters)      74.57   (feet)  ADJUSTED  
 AW2133  ___________________________________________________________________
 AW2133  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW2133  DYNAMIC HT  -          22.697 (meters)      74.47  (feet)  COMP
 AW2133  MODELED GRAV-     979,270.1   (mgal)                       NAVD 88
 AW2133
 AW2133  VERT ORDER  -  FIRST     CLASS II
 AW2133
 AW2133.The horizontal coordinates were scaled from a topographic map and have
 AW2133.an estimated accuracy of +/- 6 seconds.
 AW2133
 AW2133.The orthometric height was determined by differential leveling
 AW2133.and adjusted by the National Geodetic Survey in June 1991..
 AW2133
 AW2133.The geoid height was determined by GEOID03.
 AW2133
 AW2133.The dynamic height is computed by dividing the NAVD 88
 AW2133.geopotential number by the normal gravity value computed on the
 AW2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2133.degrees latitude (g = 980.6199 gals.).
 AW2133
 AW2133.The modeled gravity was interpolated from observed gravity values.
 AW2133
 AW2133;                    North         East    Units  Estimated Accuracy
 AW2133;SPC TXSC     - 4,202,340.      925,100.      MT  (+/- 180 meters Scaled)
 AW2133
 AW2133                          SUPERSEDED SURVEY CONTROL
 AW2133
 AW2133  NGVD 29 (12/23/87)   22.724  (m)           74.55   (f) ADJUSTED    1 2
 AW2133
 AW2133.Superseded values are not recommended for survey control.
 AW2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2133.See file dsdata.txt to determine how the superseded data were derived.
 AW2133
 AW2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN441792(NAD 83)
 AW2133_MARKER: DB = BENCH MARK DISK
 AW2133_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2133_SP_SET: CULVERT HEADWALL
 AW2133_STAMPING: B 805 1943
 AW2133_MARK LOGO: CGS   
 AW2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2133+STABILITY: SURFACE MOTION
 AW2133
 AW2133  HISTORY     - Date     Condition        Report By
 AW2133  HISTORY     - 1943     MONUMENTED       CGS
 AW2133  HISTORY     - 1973     GOOD             NGS
 AW2133  HISTORY     - 1978     GOOD             NGS
 AW2133  HISTORY     - 1986     GOOD             NGS
 AW2133  HISTORY     - 1987     GOOD             USPSQD
 AW2133  HISTORY     - 1987     GOOD             USPSQD
 AW2133  HISTORY     - 1988     GOOD             USPSQD
 AW2133  HISTORY     - 1989     GOOD             USPSQD
 AW2133  HISTORY     - 19931204 GOOD             USPSQD
 AW2133  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2133  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW2133  HISTORY     - 20050222 GOOD             USPSQD
 AW2133
 AW2133                          STATION DESCRIPTION
 AW2133
 AW2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2133'0.5 MI W FROM SUGAR LAND.
 AW2133'0.5 MILE WEST ALONG U.S. HIGHWAY 90 ALT. FROM THE JUNCTION OF STATE
 AW2133'HIGHWAY SPUR 58 AT SUGAR LAND, 2 POLES WEST OF THE SOUTHERN PACIFIC
 AW2133'COMPANY RAILROAD MILEPOLE 25, 1 POLE EAST OF THE JUNCTION OF AN
 AW2133'ASPHALT ROAD NORTH TO NALCO COMPANY BUILDING, IN THE TOP AND 1.5 FEET
 AW2133'EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A CONCRETE BOX
 AW2133'CULVERT, 22 1/2 FEET NORTH OF THE CENTER LINE OF THE EASTBOUND LANES
 AW2133'OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 AW2133
 AW2133                          STATION RECOVERY (1978)
 AW2133
 AW2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2133'RECOVERED IN GOOD CONDITION.
 AW2133
 AW2133                          STATION RECOVERY (1986)
 AW2133
 AW2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2133'RECOVERED IN GOOD CONDITION.
 AW2133
 AW2133                          STATION RECOVERY (1987)
 AW2133
 AW2133'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2133'RECOVERED IN GOOD CONDITION.
 AW2133
 AW2133                          STATION RECOVERY (1987)
 AW2133
 AW2133'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2133'RECOVERED IN GOOD CONDITION.
 AW2133
 AW2133                          STATION RECOVERY (1988)
 AW2133
 AW2133'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW2133'RECOVERED IN GOOD CONDITION.
 AW2133
 AW2133                          STATION RECOVERY (1989)
 AW2133
 AW2133'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2133'RECOVERED IN GOOD CONDITION.
 AW2133
 AW2133                          STATION RECOVERY (1993)
 AW2133
 AW2133'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2133'RECOVERED IN GOOD CONDITION.
 AW2133
 AW2133                          STATION RECOVERY (1998)
 AW2133
 AW2133'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2133'MARK NOT FOUND.
 AW2133
 AW2133                          STATION RECOVERY (2004)
 AW2133
 AW2133'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW2133'MARK NOT FOUND.
 AW2133
 AW2133                          STATION RECOVERY (2005)
 AW2133
 AW2133'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2133'THE BOLT IS THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0405 ***********************************************************************
 BM0405  DESIGNATION -  B 805
 BM0405  PID         -  BM0405
 BM0405  STATE/COUNTY-  TX/BASTROP
 BM0405  USGS QUAD   -  ELGIN EAST (1982)
 BM0405
 BM0405                         *CURRENT SURVEY CONTROL
 BM0405  ___________________________________________________________________
 BM0405* NAD 83(1986)-  30 18 09.     (N)    097 21 10.     (W)     SCALED    
 BM0405* NAVD 88     -       170.09   (+/-2cm)     558.0    (feet)  VERTCON   
 BM0405  ___________________________________________________________________
 BM0405  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BM0405
 BM0405  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0405
 BM0405.The horizontal coordinates were scaled from a topographic map and have
 BM0405.an estimated accuracy of +/- 6 seconds.
 BM0405
 BM0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0405.The vertical order pertains to the NGVD 29 superseded value.
 BM0405
 BM0405.The geoid height was determined by GEOID03.
 BM0405
 BM0405;                    North         East    Units  Estimated Accuracy
 BM0405;SPC TX C     - 3,074,330.      986,660.      MT  (+/- 180 meters Scaled)
 BM0405
 BM0405                          SUPERSEDED SURVEY CONTROL
 BM0405
 BM0405  NGVD 29 (??/??/92)  170.015  (m)          557.79   (f) ADJ UNCH    1 2
 BM0405
 BM0405.Superseded values are not recommended for survey control.
 BM0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0405.See file dsdata.txt to determine how the superseded data were derived.
 BM0405
 BM0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU583534(NAD 83)
 BM0405_MARKER: DB = BENCH MARK DISK
 BM0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0405_STAMPING: B 805 1953
 BM0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0405+STABILITY: SURFACE MOTION
 BM0405
 BM0405  HISTORY     - Date     Condition        Report By
 BM0405  HISTORY     - 1953     MONUMENTED       CGS
 BM0405  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0405  HISTORY     - 20040306 POOR             USPSQD
 BM0405
 BM0405                          STATION DESCRIPTION
 BM0405
 BM0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0405'3.4 MI SE FROM ELGIN.
 BM0405'3.4 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0405'THE STATION AT ELGIN, 135 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BM0405'FARMHOUSE, 75 FEET SOUTHEAST OF THE 3RD POLES SOUTHEAST OF MILEPOST
 BM0405'938, 56.5 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 50
 BM0405'FEET NORTHEAST OF THE NORTHEAST RAIL, 15 FEET NORTHWEST OF THE CENTER
 BM0405'OF A STEEL GATE, 2 FEET SOUTHWEST OF A FENCE, 2.9 FEET SOUTHEAST OF A
 BM0405'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BM0405'FOOT ABOVE THE GROUND.
 BM0405
 BM0405                          STATION RECOVERY (1999)
 BM0405
 BM0405'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0405'MARK NOT FOUND.
 BM0405
 BM0405                          STATION RECOVERY (2004)
 BM0405
 BM0405'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0405'CONCRETE POST LEANS SEVERLY AND ONLY ONE EDGE PROTRUDES FROM THE SOIL.
 BM0405'THE AREA HAS CHANGED CONSIDERABLY AND THE ONLY REFERENCES THAT REMAIN
 BM0405'USEFUL ARE THE 56.5 FT. MEASUREMENT FROM THE CENTER OF THE CROSSING
 BM0405'AND THE 50 FT. PERPENDICULAR TO THE NORTHEAST RAIL.  DISC IS READABLE.
 BM0405'THE SCALED COORDINATES ARE UNUSUALLY INACCURATE AND A MORE ACCURATE
 BM0405'CONSUMER GPS POSITION IS N30 18 14 AND W97 21 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4653 ***********************************************************************
 AW4653  DESIGNATION -  B 807
 AW4653  PID         -  AW4653
 AW4653  STATE/COUNTY-  TX/FORT BEND
 AW4653  USGS QUAD   -  FULSHEAR (1980)
 AW4653
 AW4653                         *CURRENT SURVEY CONTROL
 AW4653  ___________________________________________________________________
 AW4653* NAD 83(1986)-  29 42 48.     (N)    095 55 07.     (W)     SCALED    
 AW4653* NAVD 88     -        44.77   (+/-2cm)     146.9    (feet)  VERTCON   
 AW4653  ___________________________________________________________________
 AW4653  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4653
 AW4653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4653
 AW4653.The horizontal coordinates were scaled from a topographic map and have
 AW4653.an estimated accuracy of +/- 6 seconds.
 AW4653
 AW4653.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4653.The vertical order pertains to the NGVD 29 superseded value.
 AW4653
 AW4653.The geoid height was determined by GEOID03.
 AW4653
 AW4653;                    North         East    Units  Estimated Accuracy
 AW4653;SPC TXSC     - 4,212,280.      898,090.      MT  (+/- 180 meters Scaled)
 AW4653
 AW4653                          SUPERSEDED SURVEY CONTROL
 AW4653
 AW4653  NGVD 29 (??/??/92)   44.761  (m)          146.85   (f) ADJ UNCH    2 0
 AW4653
 AW4653.Superseded values are not recommended for survey control.
 AW4653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4653.See file dsdata.txt to determine how the superseded data were derived.
 AW4653
 AW4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN176905(NAD 83)
 AW4653_MARKER: DB = BENCH MARK DISK
 AW4653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4653_STAMPING: B 807 1943
 AW4653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4653+STABILITY: SURFACE MOTION
 AW4653
 AW4653  HISTORY     - Date     Condition        Report By
 AW4653  HISTORY     - 1943     MONUMENTED       CGS
 AW4653  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4653
 AW4653                          STATION DESCRIPTION
 AW4653
 AW4653'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4653'2.25 MI NW FROM FULSHEAR.
 AW4653'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4653'STATION AT FULSHEAR-- PROCEED 2.25 MILES NORTHWESTERLY ALONG THE
 AW4653'BROOKSHIRE-FULSHEAR ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AW4653'0.5 MILE NORTHWEST OF A SIDE ROAD INTERSECTION LEADING WEST, AND 29.0
 AW4653'FEET NORTHEAST OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE OF ROAD. IT
 AW4653'IS 1.1 FEET SOUTHEAST OF THE NEAREST OF TWO BRACE POST IN THE
 AW4653'RIGHT-OF-WAY FENCE, 0.5 FOOT NORTHEAST OF THE FENCE, AND 3.0 FEET
 AW4653'NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4
 AW4653'FOOT.
 AW4653
 AW4653                          STATION RECOVERY (1995)
 AW4653
 AW4653'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0105 ***********************************************************************
 BN0105  DESIGNATION -  B 807
 BN0105  PID         -  BN0105
 BN0105  STATE/COUNTY-  TX/BLANCO
 BN0105  USGS QUAD   -  JOHNSON CITY (1982)
 BN0105
 BN0105                         *CURRENT SURVEY CONTROL
 BN0105  ___________________________________________________________________
 BN0105* NAD 83(1986)-  30 15 13.     (N)    098 29 53.     (W)     SCALED    
 BN0105* NAVD 88     -       447.901  (meters)    1469.49   (feet)  POSTED    
 BN0105  ___________________________________________________________________
 BN0105  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 BN0105  DYNAMIC HT  -         447.280 (meters)    1467.45  (feet)  COMP
 BN0105  MODELED GRAV-     979,244.7   (mgal)                       NAVD 88
 BN0105
 BN0105  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BN0105
 BN0105.The horizontal coordinates were scaled from a topographic map and have
 BN0105.an estimated accuracy of +/- 6 seconds.
 BN0105
 BN0105.The orthometric height was determined by differential leveling
 BN0105.and adjusted by the National Geodetic Survey in 1992..
 BN0105.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BN0105.rate of 2.1 thru 3.0 mm/km.
 BN0105
 BN0105.The geoid height was determined by GEOID03.
 BN0105
 BN0105.The dynamic height is computed by dividing the NAVD 88
 BN0105.geopotential number by the normal gravity value computed on the
 BN0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0105.degrees latitude (g = 980.6199 gals.).
 BN0105
 BN0105.The modeled gravity was interpolated from observed gravity values.
 BN0105
 BN0105;                    North         East    Units  Estimated Accuracy
 BN0105;SPC TX C     - 3,066,520.      876,610.      MT  (+/- 180 meters Scaled)
 BN0105
 BN0105                          SUPERSEDED SURVEY CONTROL
 BN0105
 BN0105  NGVD 29 (??/??/92)  447.831  (m)         1469.26   (f) ADJ UNCH    2 0
 BN0105
 BN0105.Superseded values are not recommended for survey control.
 BN0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0105.See file dsdata.txt to determine how the superseded data were derived.
 BN0105
 BN0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU482469(NAD 83)
 BN0105_MARKER: DB = BENCH MARK DISK
 BN0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0105_STAMPING: B 807 1953
 BN0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0105+STABILITY: SURFACE MOTION
 BN0105
 BN0105  HISTORY     - Date     Condition        Report By
 BN0105  HISTORY     - 1953     MONUMENTED       CGS
 BN0105  HISTORY     - 1990     GOOD             USPSQD
 BN0105  HISTORY     - 1991     GOOD             USPSQD
 BN0105
 BN0105                          STATION DESCRIPTION
 BN0105
 BN0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0105'5.7 MI W FROM JOHNSON CITY.
 BN0105'0.1 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT JOHNSON
 BN0105'CITY, THENCE 5.6 MILES WEST ALONG U.S. HIGHWAY 290, AT THE NORTH
 BN0105'ENTRANCE TO A RANCH, 54 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 BN0105'34 FEET EAST OF A FENCE CORNER, 30.5 FEET EAST OF A STEEL PIPE SIGN
 BN0105'POST, 22.5 FEET WEST OF A TELEPHONE POLE, 2.3 FEET SOUTH OF A FENCE,
 BN0105'2.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BN0105'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BN0105
 BN0105                          STATION RECOVERY (1990)
 BN0105
 BN0105'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0105'RECOVERED IN GOOD CONDITION.
 BN0105
 BN0105                          STATION RECOVERY (1991)
 BN0105
 BN0105'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4654 ***********************************************************************
 AW4654  DESIGNATION -  B 807 RESET
 AW4654  PID         -  AW4654
 AW4654  STATE/COUNTY-  TX/FORT BEND
 AW4654  USGS QUAD   -  FULSHEAR (1980)
 AW4654
 AW4654                         *CURRENT SURVEY CONTROL
 AW4654  ___________________________________________________________________
 AW4654* NAD 83(1986)-  29 42 48.     (N)    095 55 07.     (W)     SCALED    
 AW4654* NAVD 88     -        44.53   (+/-2cm)     146.1    (feet)  VERTCON   
 AW4654  ___________________________________________________________________
 AW4654  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4654
 AW4654  VERT ORDER  -  THIRD (See Below)
 AW4654
 AW4654.The horizontal coordinates were scaled from a topographic map and have
 AW4654.an estimated accuracy of +/- 6 seconds.
 AW4654
 AW4654.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4654.The vertical order pertains to the NGVD 29 superseded value.
 AW4654
 AW4654.The geoid height was determined by GEOID03.
 AW4654
 AW4654;                    North         East    Units  Estimated Accuracy
 AW4654;SPC TXSC     - 4,212,280.      898,090.      MT  (+/- 180 meters Scaled)
 AW4654
 AW4654                          SUPERSEDED SURVEY CONTROL
 AW4654
 AW4654  NGVD 29 (01/29/03)   44.52   (m)          146.1    (f) RESET       3  
 AW4654
 AW4654.Superseded values are not recommended for survey control.
 AW4654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4654.See file dsdata.txt to determine how the superseded data were derived.
 AW4654
 AW4654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN176905(NAD 83)
 AW4654_MARKER: DB = BENCH MARK DISK
 AW4654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4654_STAMPING: B 807 RESET 1949
 AW4654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4654+STABILITY: SURFACE MOTION
 AW4654
 AW4654  HISTORY     - Date     Condition        Report By
 AW4654  HISTORY     - 1949     MONUMENTED       TXHD
 AW4654  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4654  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4654  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 AW4654
 AW4654                          STATION DESCRIPTION
 AW4654
 AW4654'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AW4654'2.2 MI NW FROM FULSHEAR.
 AW4654'2.2 MILES NORTHWEST ALONG THE BROOKSHIRE ROAD FROM THE TEXAS AND NEW
 AW4654'ORLEANS RAILROAD STATION AT FULSHEAR, FORT BEND COUNTY, 0.5 MILE
 AW4654'NORTHWEST OF THE JUNCTION OF A SIDE ROAD LEADING WEST, 0.2 MILE
 AW4654'NORTHWEST OF A 5- BY 2-FOOT TWO-SECTION CONCRETE BOX CULVERT, 50 FEET
 AW4654'EAST OF THE CENTERLINE OF THE ROAD, AT THE RIGHT-OF-WAY FENCE, 1 FOOT
 AW4654'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.
 AW4654
 AW4654                          STATION RECOVERY (1971)
 AW4654
 AW4654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4654'MARK NOT FOUND.
 AW4654
 AW4654                          STATION RECOVERY (1987)
 AW4654
 AW4654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4654'NOT RECOVERED.
 AW4654
 AW4654                          STATION RECOVERY (2004)
 AW4654
 AW4654'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0592 ***********************************************************************
 AY0592  DESIGNATION -  B 808
 AY0592  PID         -  AY0592
 AY0592  STATE/COUNTY-  TX/BEXAR
 AY0592  USGS QUAD   -  MARTINEZ (1992)
 AY0592
 AY0592                         *CURRENT SURVEY CONTROL
 AY0592  ___________________________________________________________________
 AY0592* NAD 83(1986)-  29 28 09.     (N)    098 16 52.     (W)     SCALED    
 AY0592* NAVD 88     -       187.88   (+/-2cm)     616.4    (feet)  VERTCON   
 AY0592  ___________________________________________________________________
 AY0592  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AY0592
 AY0592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0592
 AY0592.The horizontal coordinates were scaled from a topographic map and have
 AY0592.an estimated accuracy of +/- 6 seconds.
 AY0592
 AY0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0592.The vertical order pertains to the NGVD 29 superseded value.
 AY0592
 AY0592.The geoid height was determined by GEOID03.
 AY0592
 AY0592;                    North         East    Units  Estimated Accuracy
 AY0592;SPC TXSC     - 4,181,510.      669,720.      MT  (+/- 180 meters Scaled)
 AY0592
 AY0592                          SUPERSEDED SURVEY CONTROL
 AY0592
 AY0592  NGVD 29 (??/??/92)  187.778  (m)          616.07   (f) ADJ UNCH    2 0
 AY0592
 AY0592.Superseded values are not recommended for survey control.
 AY0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0592.See file dsdata.txt to determine how the superseded data were derived.
 AY0592
 AY0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT697601(NAD 83)
 AY0592_MARKER: DB = BENCH MARK DISK
 AY0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0592_SP_SET: CULVERT
 AY0592_STAMPING: B 808 1943
 AY0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0592
 AY0592  HISTORY     - Date     Condition        Report By
 AY0592  HISTORY     - 1943     MONUMENTED       CGS
 AY0592  HISTORY     - 1960     GOOD             NGS
 AY0592  HISTORY     - 1987     GOOD             USPSQD
 AY0592  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0592
 AY0592                          STATION DESCRIPTION
 AY0592
 AY0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AY0592'07.8 MI E FROM SAN ANTONIO.
 AY0592'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0592'PROCEED 12.8 MILES EASTERLY ALONG U. S. HIGHWAY NO. 90 TO THE SITE OF
 AY0592'BENCH MARK, 330.0 FEET EAST OF A CROSS ROAD INTERSECTION, AND 21.0
 AY0592'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AY0592'HIGHWAY.  IT IS SET HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL
 AY0592'OF A CONCRETE CULVERT.  NOTE-- IT IS IN A CULVERT UNDER THE NORTH
 AY0592'SERVICE ROAD OF INTERSTATE NO. 10.(U.S. NO. 90).
 AY0592
 AY0592                          STATION RECOVERY (1987)
 AY0592
 AY0592'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0592'RECOVERED IN GOOD CONDITION.
 AY0592
 AY0592                          STATION RECOVERY (1999)
 AY0592
 AY0592'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0568 ***********************************************************************
 AY0568  DESIGNATION -  B 809
 AY0568  PID         -  AY0568
 AY0568  STATE/COUNTY-  TX/GUADALUPE
 AY0568  USGS QUAD   -  NEW BERLIN (1957)
 AY0568
 AY0568                         *CURRENT SURVEY CONTROL
 AY0568  ___________________________________________________________________
 AY0568* NAD 83(1986)-  29 24 57.     (N)    098 04 39.     (W)     SCALED    
 AY0568* NAVD 88     -       146.52   (+/-2cm)     480.7    (feet)  VERTCON   
 AY0568  ___________________________________________________________________
 AY0568  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AY0568
 AY0568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0568
 AY0568.The horizontal coordinates were scaled from a topographic map and have
 AY0568.an estimated accuracy of +/- 6 seconds.
 AY0568
 AY0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0568.The vertical order pertains to the NGVD 29 superseded value.
 AY0568
 AY0568.The geoid height was determined by GEOID03.
 AY0568
 AY0568;                    North         East    Units  Estimated Accuracy
 AY0568;SPC TXSC     - 4,175,740.      689,510.      MT  (+/- 180 meters Scaled)
 AY0568
 AY0568                          SUPERSEDED SURVEY CONTROL
 AY0568
 AY0568  NGVD 29 (??/??/92)  146.442  (m)          480.45   (f) ADJ UNCH    2 0
 AY0568
 AY0568.Superseded values are not recommended for survey control.
 AY0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0568.See file dsdata.txt to determine how the superseded data were derived.
 AY0568
 AY0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT894544(NAD 83)
 AY0568_MARKER: DB = BENCH MARK DISK
 AY0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0568_STAMPING: B 809 1943
 AY0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0568+STABILITY: SURFACE MOTION
 AY0568
 AY0568  HISTORY     - Date     Condition        Report By
 AY0568  HISTORY     - 1943     MONUMENTED       CGS
 AY0568  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0568  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0568
 AY0568                          STATION DESCRIPTION
 AY0568
 AY0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0568'6.8 MI NE FROM LAVERNIA.
 AY0568'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 4.2 MILES NORTHERLY
 AY0568'ALONG THE LAVERNIA-NEW BERLIN ROAD TO A CROSS ROAD INTERSECTION,
 AY0568'THENCE 2.6 MILES EASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AY0568'0.15 MILE EAST OF A RIGHT-ANGLE CURVE TO THE SOUTH, AND 24.6 FEET
 AY0568'SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD. IT IS 9.7
 AY0568'FEET WEST OF THE CENTERLINE OF A WOODEN GATE AND A FARM ROAD LEADING
 AY0568'SOUTH, 5.0 FEET SOUTH OF A FENCE CORNER, 1.6 FEET WEST OF A FENCE, AND
 AY0568'4.6 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS
 AY0568'0.3 FOOT.
 AY0568
 AY0568                          STATION RECOVERY (1999)
 AY0568
 AY0568'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0568'MARK NOT FOUND.
 AY0568
 AY0568                          STATION RECOVERY (2003)
 AY0568
 AY0568'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0252 ***********************************************************************
 BN0252  DESIGNATION -  B 81
 BN0252  PID         -  BN0252
 BN0252  STATE/COUNTY-  TX/MASON
 BN0252  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0252
 BN0252                         *CURRENT SURVEY CONTROL
 BN0252  ___________________________________________________________________
 BN0252* NAD 83(1986)-  30 34 30.     (N)    099 00 27.     (W)     SCALED    
 BN0252* NAVD 88     -       463.045  (meters)    1519.17   (feet)  ADJUSTED  
 BN0252  ___________________________________________________________________
 BN0252  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 BN0252  DYNAMIC HT  -         462.414 (meters)    1517.10  (feet)  COMP
 BN0252  MODELED GRAV-     979,262.5   (mgal)                       NAVD 88
 BN0252
 BN0252  VERT ORDER  -  FIRST     CLASS II
 BN0252
 BN0252.The horizontal coordinates were scaled from a topographic map and have
 BN0252.an estimated accuracy of +/- 6 seconds.
 BN0252
 BN0252.The orthometric height was determined by differential leveling
 BN0252.and adjusted by the National Geodetic Survey in June 1991..
 BN0252
 BN0252.The geoid height was determined by GEOID03.
 BN0252
 BN0252.The dynamic height is computed by dividing the NAVD 88
 BN0252.geopotential number by the normal gravity value computed on the
 BN0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0252.degrees latitude (g = 980.6199 gals.).
 BN0252
 BN0252.The modeled gravity was interpolated from observed gravity values.
 BN0252
 BN0252;                    North         East    Units  Estimated Accuracy
 BN0252;SPC TX C     - 3,101,450.      827,170.      MT  (+/- 180 meters Scaled)
 BN0252
 BN0252                          SUPERSEDED SURVEY CONTROL
 BN0252
 BN0252  NGVD 29 (??/??/92)  463.000  (m)         1519.03   (f) ADJ UNCH    1 2
 BN0252
 BN0252.Superseded values are not recommended for survey control.
 BN0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0252.See file dsdata.txt to determine how the superseded data were derived.
 BN0252
 BN0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU992825(NAD 83)
 BN0252_MARKER: DB = BENCH MARK DISK
 BN0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0252_STAMPING: B 81 1931
 BN0252_MARK LOGO: CGS   
 BN0252_PROJECTION: FLUSH
 BN0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0252+STABILITY: SURFACE MOTION
 BN0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0252+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0252
 BN0252  HISTORY     - Date     Condition        Report By
 BN0252  HISTORY     - 1931     MONUMENTED       CGS
 BN0252  HISTORY     - 1953     GOOD             NGS
 BN0252  HISTORY     - 1961     GOOD             NGS
 BN0252  HISTORY     - 1982     GOOD             NGS
 BN0252  HISTORY     - 19960212 GOOD             USPSQD
 BN0252  HISTORY     - 20030120 GOOD             USPSQD
 BN0252  HISTORY     - 20051123 GOOD             USPSQD
 BN0252
 BN0252                          STATION DESCRIPTION
 BN0252
 BN0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0252'17.7 MI SE FROM MASON.
 BN0252'17.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0252'MASON, THENCE 0.7 MILE SOUTHEAST ALONG OLD U.S. HIGHWAY 87, AT LOYAL
 BN0252'VALLEY, 37 FEET NORTH OF THE WEST CORNER OF A ROCK HOUSE, 67 FEET
 BN0252'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 17 FEET NORTHEAST OF
 BN0252'A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 BN0252'FOOT ABOVE THE GROUND.
 BN0252
 BN0252                          STATION RECOVERY (1961)
 BN0252
 BN0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BN0252'RECOVERED IN GOOD CONDITION.
 BN0252
 BN0252                          STATION RECOVERY (1982)
 BN0252
 BN0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0252'1.0 KM (0.6 MI) NORTH ALONG RANCH ROAD 2242 FROM THE JUNCTION OF RANCH
 BN0252'ROAD 2242 AND U.S. HIGHWAY 87, 20.4 METERS (67.0 FT) NORTHEAST OF
 BN0252'CENTERLINE OF THE OLD HIGHWAY, NOW RANCH ROAD 2242, 5.4 METERS
 BN0252'(18.0 FT) NORTHEAST OF A TELEPHONE POLE, 11.2 METERS (37.0 FT) NORTH
 BN0252'OF THE WEST CORNER OF A ROCK HOUSE, 5.4 METERS (18.0 FT) NORTHEAST OF
 BN0252'A CORNER FENCE POST, AND 0.8 METER (2.5 FT) SOUTHEAST OF A FENCE
 BN0252'RUNNING NORTHEAST AND SOUTHWEST.
 BN0252'THE MARK IS 0.3 M BELOW RANCH ROAD 2242.
 BN0252
 BN0252                          STATION RECOVERY (1996)
 BN0252
 BN0252'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0252'RECOVERED IN GOOD CONDITION.
 BN0252
 BN0252                          STATION RECOVERY (2003)
 BN0252
 BN0252'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0252'RECOVERED IN GOOD CONDITION.
 BN0252
 BN0252                          STATION RECOVERY (2005)
 BN0252
 BN0252'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0252'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4194 ***********************************************************************
 AW4194  DESIGNATION -  B 811
 AW4194  PID         -  AW4194
 AW4194  STATE/COUNTY-  TX/FORT BEND
 AW4194  USGS QUAD   -  NEEDVILLE (1980)
 AW4194
 AW4194                         *CURRENT SURVEY CONTROL
 AW4194  ___________________________________________________________________
 AW4194* NAD 83(1986)-  29 27 47.     (N)    095 49 08.     (W)     SCALED    
 AW4194* NAVD 88     -        26.16   (+/-2cm)      85.8    (feet)  VERTCON   
 AW4194  ___________________________________________________________________
 AW4194  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW4194
 AW4194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4194
 AW4194.The horizontal coordinates were scaled from a topographic map and have
 AW4194.an estimated accuracy of +/- 6 seconds.
 AW4194
 AW4194.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4194.The vertical order pertains to the NGVD 29 superseded value.
 AW4194
 AW4194.The geoid height was determined by GEOID03.
 AW4194
 AW4194;                    North         East    Units  Estimated Accuracy
 AW4194;SPC TXSC     - 4,184,810.      908,490.      MT  (+/- 180 meters Scaled)
 AW4194
 AW4194                          SUPERSEDED SURVEY CONTROL
 AW4194
 AW4194  NGVD 29 (??/??/92)   26.153  (m)           85.80   (f) ADJ UNCH    2 0
 AW4194
 AW4194.Superseded values are not recommended for survey control.
 AW4194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4194.See file dsdata.txt to determine how the superseded data were derived.
 AW4194
 AW4194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN266625(NAD 83)
 AW4194_MARKER: DB = BENCH MARK DISK
 AW4194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4194_SP_SET: CULVERT
 AW4194_STAMPING: B 811 1943
 AW4194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4194
 AW4194  HISTORY     - Date     Condition        Report By
 AW4194  HISTORY     - 1943     MONUMENTED       CGS
 AW4194  HISTORY     - 1959     GOOD             NGS
 AW4194  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4194  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4194  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4194
 AW4194                          STATION DESCRIPTION
 AW4194
 AW4194'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4194'6.75 MI S FROM ROSENBERG.
 AW4194'TO REACH FROM THE FIRST BAPTIST CHURCH AT ROSENBERG, PROCEED 6.75
 AW4194'MILES SOUTHERLY ALONG STATE HIGHWAY NO.36 TO A CONCRETE CULVERT AND
 AW4194'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AW4194'SOUTH END OF THE WEST HEADWALL OF A 4X28 FOOT FOUR WAY CONCRETE BOX
 AW4194'CULVERT UNDER THE HIGHWAY.  IT IS 15.4 FEET WEST OF AND ABOUT 0.5 FOOT
 AW4194'ABOVE THE CENTERLINE OF THE HIGHWAY.
 AW4194
 AW4194                          STATION RECOVERY (1959)
 AW4194
 AW4194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW4194'RECOVERED IN GOOD CONDITION.
 AW4194
 AW4194                          STATION RECOVERY (1988)
 AW4194
 AW4194'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4194'MARK NOT FOUND.
 AW4194
 AW4194                          STATION RECOVERY (1989)
 AW4194
 AW4194'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4194'MARK NOT FOUND.
 AW4194
 AW4194                          STATION RECOVERY (1995)
 AW4194
 AW4194'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4245 ***********************************************************************
 AW4245  DESIGNATION -  B 812
 AW4245  PID         -  AW4245
 AW4245  STATE/COUNTY-  TX/FORT BEND
 AW4245  USGS QUAD   -  THOMPSONS (1980)
 AW4245
 AW4245                         *CURRENT SURVEY CONTROL
 AW4245  ___________________________________________________________________
 AW4245* NAD 83(1986)-  29 29 08.     (N)    095 37 04.     (W)     SCALED    
 AW4245* NAVD 88     -        21.65   (+/-2cm)      71.0    (feet)  VERTCON   
 AW4245  ___________________________________________________________________
 AW4245  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4245
 AW4245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4245
 AW4245.The horizontal coordinates were scaled from a topographic map and have
 AW4245.an estimated accuracy of +/- 6 seconds.
 AW4245
 AW4245.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4245.The vertical order pertains to the NGVD 29 superseded value.
 AW4245
 AW4245.The geoid height was determined by GEOID03.
 AW4245
 AW4245;                    North         East    Units  Estimated Accuracy
 AW4245;SPC TXSC     - 4,187,850.      927,920.      MT  (+/- 180 meters Scaled)
 AW4245
 AW4245                          SUPERSEDED SURVEY CONTROL
 AW4245
 AW4245  NGVD 29 (??/??/92)   21.642  (m)           71.00   (f) ADJ UNCH    2 0
 AW4245
 AW4245.Superseded values are not recommended for survey control.
 AW4245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4245.See file dsdata.txt to determine how the superseded data were derived.
 AW4245
 AW4245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN461646(NAD 83)
 AW4245_MARKER: DB = BENCH MARK DISK
 AW4245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4245_STAMPING: B 812 1943
 AW4245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4245+STABILITY: SURFACE MOTION
 AW4245
 AW4245  HISTORY     - Date     Condition        Report By
 AW4245  HISTORY     - 1943     MONUMENTED       CGS
 AW4245  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4245  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4245  HISTORY     - 19980118 MARK NOT FOUND   USPSQD
 AW4245
 AW4245                          STATION DESCRIPTION
 AW4245
 AW4245'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4245'2.1 MI SW FROM THOMPSONS.
 AW4245'TO REACH FROM THE SCHOOL BUILDING AT THOMPSONS, PROCEED 2.1 MILES
 AW4245'SOUTHWESTERLY ALONG THE GUY - THOMPSONS ROAD TO SITE OF BENCH MARK.
 AW4245'BENCH MARK IS 0.25 MILE EAST OF THE INTERSECTION OF A GRAVEL ROAD
 AW4245'LEADING SOUTH.  IT IS 33.5 FEET NORTH OF AND ABOUT THE SAME ELEVATION
 AW4245'AS THE CENTERLINE OF THE GUY - THOMPSONS ROAD, 2.8 FEET NORTH OF THE
 AW4245'NORTH RIGHT-OF-WAY FENCE.  MONUMENT IS 2.0 FEET WEST OF A 4X4 INCH
 AW4245'WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND, AND
 AW4245'SET IN A CONCRETE POST.
 AW4245
 AW4245                          STATION RECOVERY (1973)
 AW4245
 AW4245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4245'MARK NOT FOUND.
 AW4245
 AW4245                          STATION RECOVERY (1996)
 AW4245
 AW4245'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4245'MARK NOT FOUND.
 AW4245
 AW4245                          STATION RECOVERY (1998)
 AW4245
 AW4245'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0105 ***********************************************************************
 AX0105  DESIGNATION -  B 813 RESET 1952
 AX0105  PID         -  AX0105
 AX0105  STATE/COUNTY-  TX/COLORADO
 AX0105  USGS QUAD   -  EAGLE LAKE (1981)
 AX0105
 AX0105                         *CURRENT SURVEY CONTROL
 AX0105  ___________________________________________________________________
 AX0105* NAD 83(1986)-  29 34 47.     (N)    096 19 28.     (W)     SCALED    
 AX0105* NAVD 88     -        53.57   (+/-2cm)     175.8    (feet)  VERTCON   
 AX0105  ___________________________________________________________________
 AX0105  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0105
 AX0105  VERT ORDER  -  THIRD (See Below)
 AX0105
 AX0105.The horizontal coordinates were scaled from a topographic map and have
 AX0105.an estimated accuracy of +/- 6 seconds.
 AX0105
 AX0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0105.The vertical order pertains to the NGVD 29 superseded value.
 AX0105
 AX0105.The geoid height was determined by GEOID03.
 AX0105
 AX0105;                    North         East    Units  Estimated Accuracy
 AX0105;SPC TXSC     - 4,196,510.      859,180.      MT  (+/- 180 meters Scaled)
 AX0105
 AX0105                          SUPERSEDED SURVEY CONTROL
 AX0105
 AX0105  NGVD 29 (??/??/??)   53.56   (m)          175.7    (f) RESET       3  
 AX0105
 AX0105.Superseded values are not recommended for survey control.
 AX0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0105.See file dsdata.txt to determine how the superseded data were derived.
 AX0105
 AX0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT591752(NAD 83)
 AX0105_MARKER: DB = BENCH MARK DISK
 AX0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0105_SP_SET: CULVERT
 AX0105_STAMPING: B 813 RESET 1952
 AX0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0105
 AX0105  HISTORY     - Date     Condition        Report By
 AX0105  HISTORY     - 1952     MONUMENTED       ORDT
 AX0105  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0105
 AX0105                          STATION DESCRIPTION
 AX0105
 AX0105'DESCRIBED BY OREGON DEPARTMENT OF TRANSPORTATION 1952
 AX0105'0.8 MI E FROM EAGLE LAKE.
 AX0105'0.8 MILE EAST ALONG U.S. HIGHWAY 90 A FROM THE TOWN SQUARE AT EAGLE
 AX0105'LAKE, COLORADO COUNTY, 175 FEET EAST OF A ROAD LEADING SOUTHEAST, AT A
 AX0105'3- BY 2-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE
 AX0105'WEST END OF THE NORTH HEADWALL, AND 27.3 FEET NORTH OF THE CENTERLINE
 AX0105'OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 813 RESET 1952.
 AX0105
 AX0105                          STATION RECOVERY (1991)
 AX0105
 AX0105'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0398 ***********************************************************************
 AX0398  DESIGNATION -  B 814
 AX0398  PID         -  AX0398
 AX0398  STATE/COUNTY-  TX/WHARTON
 AX0398  USGS QUAD   -  EGYPT (1980)
 AX0398
 AX0398                         *CURRENT SURVEY CONTROL
 AX0398  ___________________________________________________________________
 AX0398* NAD 83(1986)-  29 24 17.     (N)    096 14 11.     (W)     SCALED    
 AX0398* NAVD 88     -        39.78   (+/-2cm)     130.5    (feet)  VERTCON   
 AX0398  ___________________________________________________________________
 AX0398  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0398
 AX0398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0398
 AX0398.The horizontal coordinates were scaled from a topographic map and have
 AX0398.an estimated accuracy of +/- 6 seconds.
 AX0398
 AX0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0398.The vertical order pertains to the NGVD 29 superseded value.
 AX0398
 AX0398.The geoid height was determined by GEOID03.
 AX0398
 AX0398;                    North         East    Units  Estimated Accuracy
 AX0398;SPC TXSC     - 4,177,320.      868,170.      MT  (+/- 180 meters Scaled)
 AX0398
 AX0398                          SUPERSEDED SURVEY CONTROL
 AX0398
 AX0398  NGVD 29 (??/??/92)   39.776  (m)          130.50   (f) ADJ UNCH    2 0
 AX0398
 AX0398.Superseded values are not recommended for survey control.
 AX0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0398.See file dsdata.txt to determine how the superseded data were derived.
 AX0398
 AX0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT681560(NAD 83)
 AX0398_MARKER: DB = BENCH MARK DISK
 AX0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0398_SP_SET: CULVERT
 AX0398_STAMPING: B 814 1943
 AX0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX0398+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 AX0398
 AX0398  HISTORY     - Date     Condition        Report By
 AX0398  HISTORY     - 1943     MONUMENTED       CGS
 AX0398  HISTORY     - 20060415 GOOD             GEOCAC
 AX0398
 AX0398                          STATION DESCRIPTION
 AX0398
 AX0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0398'IN EGYPT.
 AX0398'BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE NORTH
 AX0398'HEADWALL OF A 1.5 FOOT CONCRETE PIPE CULVERT UNDER A GRAVEL ROAD
 AX0398'LEADING EAST TO HUNGERFORD.  IT IS 0.25 MILE NORTH OF THE GULF,
 AX0398'COLORADO AND SANTA FE RAILROAD STATION AT EGYPT, 111.5 FEET SOUTHEAST
 AX0398'OF THE SOUTHEAST CORNER OF THE POST OFFICE AT EGYPT, 16.3 FEET NORTH
 AX0398'OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE ROAD.
 AX0398
 AX0398                          STATION RECOVERY (2006)
 AX0398
 AX0398'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AX0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0170 ***********************************************************************
 AX0170  DESIGNATION -  B 815
 AX0170  PID         -  AX0170
 AX0170  STATE/COUNTY-  TX/COLORADO
 AX0170  USGS QUAD   -  ALLEYTON (1981)
 AX0170
 AX0170                         *CURRENT SURVEY CONTROL
 AX0170  ___________________________________________________________________
 AX0170* NAD 83(1986)-  29 43 07.     (N)    096 26 52.     (W)     SCALED    
 AX0170* NAVD 88     -        75.31   (+/-2cm)     247.1    (feet)  VERTCON   
 AX0170  ___________________________________________________________________
 AX0170  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX0170
 AX0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0170
 AX0170.The horizontal coordinates were scaled from a topographic map and have
 AX0170.an estimated accuracy of +/- 6 seconds.
 AX0170
 AX0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0170.The vertical order pertains to the NGVD 29 superseded value.
 AX0170
 AX0170.The geoid height was determined by GEOID03.
 AX0170
 AX0170;                    North         East    Units  Estimated Accuracy
 AX0170;SPC TXSC     - 4,211,630.      846,900.      MT  (+/- 180 meters Scaled)
 AX0170
 AX0170                          SUPERSEDED SURVEY CONTROL
 AX0170
 AX0170  NGVD 29 (??/??/92)   75.285  (m)          247.00   (f) ADJ UNCH    2 0
 AX0170
 AX0170.Superseded values are not recommended for survey control.
 AX0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0170.See file dsdata.txt to determine how the superseded data were derived.
 AX0170
 AX0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT468903(NAD 83)
 AX0170_MARKER: DB = BENCH MARK DISK
 AX0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0170_SP_SET: CULVERT
 AX0170_STAMPING: B 815 1943
 AX0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0170+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX0170
 AX0170  HISTORY     - Date     Condition        Report By
 AX0170  HISTORY     - 1943     MONUMENTED       CGS
 AX0170  HISTORY     - 20040318 GOOD             USPSQD
 AX0170  HISTORY     - 20050318 GOOD             USPSQD
 AX0170
 AX0170                          STATION DESCRIPTION
 AX0170
 AX0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0170'2.9 MI NE FROM ALLEYTON.
 AX0170'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 90-A AND A GRAVEL ROAD
 AX0170'LEADING NORTHEAST (0.2 MILE SOUTHWEST OF THE POST OFFICE AT ALLEYTON),
 AX0170'PROCEED 0.9 MILE NORTHEASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION
 AX0170'OF U.S. HIGHWAY NO. 90, THENCE 2.0 MILES EASTERLY ALONG U.S. HIGHWAY
 AX0170'NO. 90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK. BENCH MARK IS SET
 AX0170'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF AN
 AX0170'8X12 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY. IT IS 21.3 FEET
 AX0170'NORTH OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF THE HIGHWAY. A
 AX0170'STANDARD DISK, SET IN A DRILL HOLE.
 AX0170
 AX0170                          STATION RECOVERY (2004)
 AX0170
 AX0170'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX0170'RECOVERED IN GOOD CONDITION.
 AX0170
 AX0170                          STATION RECOVERY (2005)
 AX0170
 AX0170'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0146 ***********************************************************************
 AX0146  DESIGNATION -  B 816
 AX0146  PID         -  AX0146
 AX0146  STATE/COUNTY-  TX/COLORADO
 AX0146  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0146
 AX0146                         *CURRENT SURVEY CONTROL
 AX0146  ___________________________________________________________________
 AX0146* NAD 83(1986)-  29 39 40.     (N)    096 15 50.     (W)     SCALED    
 AX0146* NAVD 88     -        53.44   (+/-2cm)     175.3    (feet)  VERTCON   
 AX0146  ___________________________________________________________________
 AX0146  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0146
 AX0146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0146
 AX0146.The horizontal coordinates were scaled from a topographic map and have
 AX0146.an estimated accuracy of +/- 6 seconds.
 AX0146
 AX0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0146.The vertical order pertains to the NGVD 29 superseded value.
 AX0146
 AX0146.The geoid height was determined by GEOID03.
 AX0146
 AX0146;                    North         East    Units  Estimated Accuracy
 AX0146;SPC TXSC     - 4,205,670.      864,830.      MT  (+/- 180 meters Scaled)
 AX0146
 AX0146                          SUPERSEDED SURVEY CONTROL
 AX0146
 AX0146  NGVD 29 (??/??/92)   53.423  (m)          175.27   (f) ADJ UNCH    2 0
 AX0146
 AX0146.Superseded values are not recommended for survey control.
 AX0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0146.See file dsdata.txt to determine how the superseded data were derived.
 AX0146
 AX0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT648843(NAD 83)
 AX0146_MARKER: DB = BENCH MARK DISK
 AX0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0146_STAMPING: B 816 1943
 AX0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0146+STABILITY: SURFACE MOTION
 AX0146
 AX0146  HISTORY     - Date     Condition        Report By
 AX0146  HISTORY     - 1943     MONUMENTED       CGS
 AX0146
 AX0146                          STATION DESCRIPTION
 AX0146
 AX0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0146'6.3 MI NE FROM EAGLE LAKE.
 AX0146'TO REACH FROM THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE,
 AX0146'PROCEED 6.3 MILES NORTHEASTERLY ALONG THE GULF, COLORADO AND SANTA FE
 AX0146'RAILROAD TRACK TO MILE POST NO. 11 AND SITE OF BENCH MARK.  BENCH MARK
 AX0146'IS 136.0 YARDS SOUTHWEST OF LAFITTE SIDING SIGN BOARD.  IT IS 47.5
 AX0146'FEET NORTHWEST OF AND ABOUT 2.5 FEET BELOW THE CENTERLINE OF THE
 AX0146'TRACK, 4.3 FEET SOUTHWEST OF MILE POST NO. 11.  MONUMENT IS 2.8 FEET
 AX0146'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT
 AX0146'ABOVE THE GROUND.  A STANDARD  DISK SET IN A CONCRETE POST. NOTE--
 AX0146'THIS BENCH MARK IS ALSO 11.0 MILES SOUTHWEST OF THE GULF, COLORADO AND
 AX0146'SANTA FE RAILROAD FREIGHT STATION AT SEALY.  A TOWN IN AUSTIN COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0178 ***********************************************************************
 AX0178  DESIGNATION -  B 817
 AX0178  PID         -  AX0178
 AX0178  STATE/COUNTY-  TX/COLORADO
 AX0178  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0178
 AX0178                         *CURRENT SURVEY CONTROL
 AX0178  ___________________________________________________________________
 AX0178* NAD 83(1986)-  29 39 13.     (N)    096 19 00.     (W)     SCALED    
 AX0178* NAVD 88     -        55.09   (+/-2cm)     180.7    (feet)  VERTCON   
 AX0178  ___________________________________________________________________
 AX0178  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0178
 AX0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0178
 AX0178.The horizontal coordinates were scaled from a topographic map and have
 AX0178.an estimated accuracy of +/- 6 seconds.
 AX0178
 AX0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0178.The vertical order pertains to the NGVD 29 superseded value.
 AX0178
 AX0178.The geoid height was determined by GEOID03.
 AX0178
 AX0178;                    North         East    Units  Estimated Accuracy
 AX0178;SPC TXSC     - 4,204,720.      859,750.      MT  (+/- 180 meters Scaled)
 AX0178
 AX0178                          SUPERSEDED SURVEY CONTROL
 AX0178
 AX0178  NGVD 29 (??/??/92)   55.072  (m)          180.68   (f) ADJ UNCH    2 0
 AX0178
 AX0178.Superseded values are not recommended for survey control.
 AX0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0178.See file dsdata.txt to determine how the superseded data were derived.
 AX0178
 AX0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT597834(NAD 83)
 AX0178_MARKER: DB = BENCH MARK DISK
 AX0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0178_STAMPING: B 817 1943
 AX0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0178+STABILITY: SURFACE MOTION
 AX0178
 AX0178  HISTORY     - Date     Condition        Report By
 AX0178  HISTORY     - 1943     MONUMENTED       CGS
 AX0178  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX0178  HISTORY     - 20050823 MARK NOT FOUND   USPSQD
 AX0178
 AX0178                          STATION DESCRIPTION
 AX0178
 AX0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0178'7.4 MI N FROM EAGLE LAKE.
 AX0178'3.2 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AX0178'THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE, AND THENCE 4.2
 AX0178'MILES NORTHWEST ALONG A GRAVEL ROAD.  0.1 MILE EAST OF A WOODEN
 AX0178'CULVERT UNDER THE ROAD, 29.4 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 AX0178'0.6 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 2.4 FEET EAST OF A
 AX0178'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD. A
 AX0178'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 AX0178'ABOVE GROUND.
 AX0178
 AX0178                          STATION RECOVERY (1963)
 AX0178
 AX0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX0178'MARK NOT FOUND.
 AX0178
 AX0178                          STATION RECOVERY (2005)
 AX0178
 AX0178'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 AX0178'VERY HEAVY BRUSH ON FENCE LINE, NO MACHEGTE, NO WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4806 ***********************************************************************
 AW4806  DESIGNATION -  B 818
 AW4806  PID         -  AW4806
 AW4806  STATE/COUNTY-  TX/FORT BEND
 AW4806  USGS QUAD   -  ORCHARD (1980)
 AW4806
 AW4806                         *CURRENT SURVEY CONTROL
 AW4806  ___________________________________________________________________
 AW4806* NAD 83(1986)-  29 30 09.     (N)    095 54 36.     (W)     SCALED    
 AW4806* NAVD 88     -        32.53   (+/-2cm)     106.7    (feet)  VERTCON   
 AW4806  ___________________________________________________________________
 AW4806  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW4806
 AW4806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4806
 AW4806.The horizontal coordinates were scaled from a topographic map and have
 AW4806.an estimated accuracy of +/- 6 seconds.
 AW4806
 AW4806.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4806.The vertical order pertains to the NGVD 29 superseded value.
 AW4806
 AW4806.The geoid height was determined by GEOID03.
 AW4806
 AW4806;                    North         East    Units  Estimated Accuracy
 AW4806;SPC TXSC     - 4,188,950.      899,540.      MT  (+/- 180 meters Scaled)
 AW4806
 AW4806                          SUPERSEDED SURVEY CONTROL
 AW4806
 AW4806  NGVD 29 (??/??/92)   32.52   (m)          106.7    (f) COMPUTED    2 0
 AW4806
 AW4806.Superseded values are not recommended for survey control.
 AW4806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4806.See file dsdata.txt to determine how the superseded data were derived.
 AW4806
 AW4806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN178671(NAD 83)
 AW4806_MARKER: DB = BENCH MARK DISK
 AW4806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4806_STAMPING: B 818 1943
 AW4806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4806+STABILITY: SURFACE MOTION
 AW4806
 AW4806  HISTORY     - Date     Condition        Report By
 AW4806  HISTORY     - 1943     MONUMENTED       CGS
 AW4806  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4806  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4806  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4806
 AW4806                          STATION DESCRIPTION
 AW4806
 AW4806'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4806'7.5 MI SW FROM ROSENBERG.
 AW4806'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4806'PASSENGER STATION AT ROSENBERG, PROCEED 7.5 MILES SOUTHWESTERLY ALONG
 AW4806'THE TRACK TO MILE POST NO.7 AND SITE OF BENCH MARK.  BENCH MARK IS
 AW4806'58.4 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY NO.59.  IT IS
 AW4806'42.0 FEET SOUTHEAST OF AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF THE
 AW4806'RAILROAD TRACK, 4.6 FEET NORTHEAST OF MILE POST NO.7 AND 2.8 FEET
 AW4806'SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AW4806'0.3 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 0.7 MILE NORTHEAST OF THE
 AW4806'TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD TELEPHONE STATION AT
 AW4806'BEASLEY.
 AW4806
 AW4806                          STATION RECOVERY (1971)
 AW4806
 AW4806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4806'MARK NOT FOUND.
 AW4806
 AW4806                          STATION RECOVERY (1987)
 AW4806
 AW4806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4806'NOT RECOVERED.
 AW4806
 AW4806                          STATION RECOVERY (1997)
 AW4806
 AW4806'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1096 ***********************************************************************
 AX1096  DESIGNATION -  B 819
 AX1096  PID         -  AX1096
 AX1096  STATE/COUNTY-  TX/COLORADO
 AX1096  USGS QUAD   -  WEIMAR (1981)
 AX1096
 AX1096                         *CURRENT SURVEY CONTROL
 AX1096  ___________________________________________________________________
 AX1096* NAD 83(1986)-  29 42 02.     (N)    096 48 27.     (W)     SCALED    
 AX1096* NAVD 88     -       111.45   (+/-2cm)     365.6    (feet)  VERTCON   
 AX1096  ___________________________________________________________________
 AX1096  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX1096
 AX1096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1096
 AX1096.The horizontal coordinates were scaled from a topographic map and have
 AX1096.an estimated accuracy of +/- 6 seconds.
 AX1096
 AX1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1096.The vertical order pertains to the NGVD 29 superseded value.
 AX1096
 AX1096.The geoid height was determined by GEOID03.
 AX1096
 AX1096;                    North         East    Units  Estimated Accuracy
 AX1096;SPC TXSC     - 4,208,930.      812,140.      MT  (+/- 180 meters Scaled)
 AX1096
 AX1096                          SUPERSEDED SURVEY CONTROL
 AX1096
 AX1096  NGVD 29 (??/??/92)  111.421  (m)          365.55   (f) ADJ UNCH    2 0
 AX1096
 AX1096.Superseded values are not recommended for survey control.
 AX1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1096.See file dsdata.txt to determine how the superseded data were derived.
 AX1096
 AX1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT121876(NAD 83)
 AX1096_MARKER: DB = BENCH MARK DISK
 AX1096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1096_SP_SET: CULVERT
 AX1096_STAMPING: B 819 1943
 AX1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1096+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1096
 AX1096  HISTORY     - Date     Condition        Report By
 AX1096  HISTORY     - 1943     MONUMENTED       CGS
 AX1096  HISTORY     - 1987     GOOD             USPSQD
 AX1096  HISTORY     - 1987     GOOD             USPSQD
 AX1096  HISTORY     - 1990     GOOD             USPSQD
 AX1096  HISTORY     - 19970608 GOOD             USPSQD
 AX1096  HISTORY     - 20020727 GOOD             USPSQD
 AX1096  HISTORY     - 20040318 GOOD             USPSQD
 AX1096  HISTORY     - 20050318 GOOD             USPSQD
 AX1096
 AX1096                          STATION DESCRIPTION
 AX1096
 AX1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1096'1.75 MI W FROM WEIMAR.
 AX1096'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 1.75 MILE WESTERLY
 AX1096'ALONG U.S. HIGHWAY NO. 90 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1096'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF
 AX1096'THE SOUTH HEADWALL OF A 2X3 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1096'HIGHWAY.  IT IS 46.0 YARDS EAST OF A COLORADO - FAYETTE COUNTY LINE
 AX1096'MARKER POST, 21.4 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AX1096'CENTERLINE OF THE HIGHWAY.
 AX1096
 AX1096                          STATION RECOVERY (1987)
 AX1096
 AX1096'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1096'RECOVERED IN GOOD CONDITION.
 AX1096
 AX1096                          STATION RECOVERY (1987)
 AX1096
 AX1096'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1096'RECOVERED IN GOOD CONDITION.
 AX1096
 AX1096                          STATION RECOVERY (1990)
 AX1096
 AX1096'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX1096'RECOVERED IN GOOD CONDITION.
 AX1096
 AX1096                          STATION RECOVERY (1997)
 AX1096
 AX1096'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1096'RECOVERED IN GOOD CONDITION.
 AX1096
 AX1096                          STATION RECOVERY (2002)
 AX1096
 AX1096'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1096'RECOVERED IN GOOD CONDITION.
 AX1096
 AX1096                          STATION RECOVERY (2004)
 AX1096
 AX1096'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1096'RECOVERED IN GOOD CONDITION.
 AX1096
 AX1096                          STATION RECOVERY (2005)
 AX1096
 AX1096'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8638 ***********************************************************************
 AF8638  DESIGNATION -  B 82 RESET
 AF8638  PID         -  AF8638
 AF8638  STATE/COUNTY-  TX/KENDALL
 AF8638  USGS QUAD   -  WARING (1982)
 AF8638
 AF8638                         *CURRENT SURVEY CONTROL
 AF8638  ___________________________________________________________________
 AF8638* NAD 83(1986)-  29 59 33.     (N)    098 50 25.     (W)     SCALED    
 AF8638* NAVD 88     -       416.83   (meters)    1367.5    (feet)  RESET     
 AF8638  ___________________________________________________________________
 AF8638  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AF8638
 AF8638  VERT ORDER  -  THIRD
 AF8638
 AF8638.The horizontal coordinates were scaled from a topographic map and have
 AF8638.an estimated accuracy of +/- 6 seconds.
 AF8638
 AF8638.The orthometric height was computed from unverified reset data.
 AF8638
 AF8638.The geoid height was determined by GEOID03.
 AF8638
 AF8638;                    North         East    Units  Estimated Accuracy
 AF8638;SPC TXSC     - 4,239,310.      615,410.      MT  (+/- 180 meters Scaled)
 AF8638
 AF8638                          SUPERSEDED SURVEY CONTROL
 AF8638
 AF8638.No superseded survey control is available for this station.
 AF8638
 AF8638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU154179(NAD 83)
 AF8638_MARKER: DV = VERTICAL CONTROL DISK
 AF8638_SETTING: 66 = SET IN ROCK OUTCROP
 AF8638_STAMPING: B 82 RESET 1972
 AF8638_MARK LOGO: NGS   
 AF8638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF8638+STABILITY: POSITION/ELEVATION WELL
 AF8638
 AF8638  HISTORY     - Date     Condition        Report By
 AF8638  HISTORY     - 1972     MONUMENTED       TXHD
 AF8638
 AF8638                          STATION DESCRIPTION
 AF8638
 AF8638'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AF8638'4.5 MILES (7.2 KM) NORTHEAST ALONG FARM ROAD 473 FROM THE JUNCTION OF
 AF8638'US HIGHWAY 87 AT COMFORT, 55 FEET (16.8 M) NORTHWEST OF THE CENTERLINE
 AF8638'OF FARM ROAD 473, IN TOP OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1374 ***********************************************************************
 AX1374  DESIGNATION -  B 822
 AX1374  PID         -  AX1374
 AX1374  STATE/COUNTY-  TX/GONZALES
 AX1374  USGS QUAD   -  GONZALES NORTH (1981)
 AX1374
 AX1374                         *CURRENT SURVEY CONTROL
 AX1374  ___________________________________________________________________
 AX1374* NAD 83(1986)-  29 33 28.     (N)    097 24 12.     (W)     SCALED    
 AX1374* NAVD 88     -       111.22   (+/-2cm)     364.9    (feet)  VERTCON   
 AX1374  ___________________________________________________________________
 AX1374  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AX1374
 AX1374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1374
 AX1374.The horizontal coordinates were scaled from a topographic map and have
 AX1374.an estimated accuracy of +/- 6 seconds.
 AX1374
 AX1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1374.The vertical order pertains to the NGVD 29 superseded value.
 AX1374
 AX1374.The geoid height was determined by GEOID03.
 AX1374
 AX1374;                    North         East    Units  Estimated Accuracy
 AX1374;SPC TXSC     - 4,192,170.      754,710.      MT  (+/- 180 meters Scaled)
 AX1374
 AX1374                          SUPERSEDED SURVEY CONTROL
 AX1374
 AX1374  NGVD 29 (??/??/92)  111.182  (m)          364.77   (f) ADJ UNCH    2 0
 AX1374
 AX1374.Superseded values are not recommended for survey control.
 AX1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1374.See file dsdata.txt to determine how the superseded data were derived.
 AX1374
 AX1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT546708(NAD 83)
 AX1374_MARKER: DB = BENCH MARK DISK
 AX1374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1374_SP_SET: CULVERT
 AX1374_STAMPING: B 822 1943
 AX1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1374
 AX1374  HISTORY     - Date     Condition        Report By
 AX1374  HISTORY     - 1943     MONUMENTED       CGS
 AX1374
 AX1374                          STATION DESCRIPTION
 AX1374
 AX1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1374'5.5 MI NE FROM GONZALES.
 AX1374'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 AX1374'GONZALES, GONZALES COUNTY, 0.1 MILE SOUTHWEST OF A SMALL CONCRETE
 AX1374'BRIDGE, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST END
 AX1374'OF THE SOUTHEAST HEADWALL, 13 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AX1374'HIGHWAY AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 AX1374'STAMPED B 822 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1410 ***********************************************************************
 AX1410  DESIGNATION -  B 823
 AX1410  PID         -  AX1410
 AX1410  STATE/COUNTY-  TX/FAYETTE
 AX1410  USGS QUAD   -  CISTERN (1981)
 AX1410
 AX1410                         *CURRENT SURVEY CONTROL
 AX1410  ___________________________________________________________________
 AX1410* NAD 83(1986)-  29 48 17.     (N)    097 13 10.     (W)     SCALED    
 AX1410* NAVD 88     -       126.26   (+/-2cm)     414.2    (feet)  VERTCON   
 AX1410  ___________________________________________________________________
 AX1410  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AX1410
 AX1410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1410
 AX1410.The horizontal coordinates were scaled from a topographic map and have
 AX1410.an estimated accuracy of +/- 6 seconds.
 AX1410
 AX1410.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1410.The vertical order pertains to the NGVD 29 superseded value.
 AX1410
 AX1410.The geoid height was determined by GEOID03.
 AX1410
 AX1410;                    North         East    Units  Estimated Accuracy
 AX1410;SPC TXSC     - 4,219,790.      772,110.      MT  (+/- 180 meters Scaled)
 AX1410
 AX1410                          SUPERSEDED SURVEY CONTROL
 AX1410
 AX1410  NGVD 29 (??/??/92)  126.215  (m)          414.09   (f) ADJ UNCH    2 0
 AX1410
 AX1410.Superseded values are not recommended for survey control.
 AX1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1410.See file dsdata.txt to determine how the superseded data were derived.
 AX1410
 AX1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT720984(NAD 83)
 AX1410_MARKER: DB = BENCH MARK DISK
 AX1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1410_STAMPING: B 823 1943
 AX1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1410+STABILITY: SURFACE MOTION
 AX1410
 AX1410  HISTORY     - Date     Condition        Report By
 AX1410  HISTORY     - 1943     MONUMENTED       CGS
 AX1410  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1410  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1410  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1410
 AX1410                          STATION DESCRIPTION
 AX1410
 AX1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1410'0.9 MI S FROM CISTERN.
 AX1410'0.9 MILE SOUTH ALONG A GRADED ROAD LEADING TO WAELDER FROM THE ROAD
 AX1410'INTERSECTION AT CISTERN, FAYETTE COUNTY, ABOUT 400 FEET SOUTH OF A
 AX1410'ROAD CURVE, 100 FEET SOUTH OF THE SOUTH EDGE OF AN OAK THICKET, 24
 AX1410'FEET EAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET EAST OF THE
 AX1410'RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AX1410'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED B 823 1943.
 AX1410
 AX1410                          STATION RECOVERY (1965)
 AX1410
 AX1410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1410'MARK NOT FOUND.
 AX1410
 AX1410                          STATION RECOVERY (1991)
 AX1410
 AX1410'RECOVERY NOTE BY US POWER SQUADRON 1991 (HY)
 AX1410'MARK NOT FOUND.
 AX1410
 AX1410                          STATION RECOVERY (1997)
 AX1410
 AX1410'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1337 ***********************************************************************
 AX1337  DESIGNATION -  B 824 RESET 1970
 AX1337  PID         -  AX1337
 AX1337  STATE/COUNTY-  TX/GONZALES
 AX1337  USGS QUAD   -  SANDY FORK (1981)
 AX1337
 AX1337                         *CURRENT SURVEY CONTROL
 AX1337  ___________________________________________________________________
 AX1337* NAD 83(1986)-  29 40 06.     (N)    097 28 49.     (W)     SCALED    
 AX1337* NAVD 88     -       125.29   (+/-2cm)     411.1    (feet)  VERTCON   
 AX1337  ___________________________________________________________________
 AX1337  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AX1337
 AX1337  VERT ORDER  -  THIRD (See Below)
 AX1337
 AX1337.The horizontal coordinates were scaled from a topographic map and have
 AX1337.an estimated accuracy of +/- 6 seconds.
 AX1337
 AX1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1337.The vertical order pertains to the NGVD 29 superseded value.
 AX1337
 AX1337.The geoid height was determined by GEOID03.
 AX1337
 AX1337;                    North         East    Units  Estimated Accuracy
 AX1337;SPC TXSC     - 4,204,320.      747,100.      MT  (+/- 180 meters Scaled)
 AX1337
 AX1337                          SUPERSEDED SURVEY CONTROL
 AX1337
 AX1337  NGVD 29 (01/29/03)  125.24   (m)          410.9    (f) RESET       3  
 AX1337
 AX1337.Superseded values are not recommended for survey control.
 AX1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1337.See file dsdata.txt to determine how the superseded data were derived.
 AX1337
 AX1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT470830(NAD 83)
 AX1337_MARKER: DB = BENCH MARK DISK
 AX1337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1337_SP_SET: CONCRETE MASS
 AX1337_STAMPING: B 824 RESET 1970
 AX1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1337+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1337
 AX1337  HISTORY     - Date     Condition        Report By
 AX1337  HISTORY     - 1970     MONUMENTED       TXHD
 AX1337  HISTORY     - 1971     GOOD             NGS
 AX1337  HISTORY     - 1987     GOOD             USPSQD
 AX1337  HISTORY     - 1988     GOOD             USPSQD
 AX1337  HISTORY     - 1989     GOOD             USPSQD
 AX1337  HISTORY     - 20030517 GOOD             USPSQD
 AX1337  HISTORY     - 20050318 GOOD             USPSQD
 AX1337
 AX1337                          STATION DESCRIPTION
 AX1337
 AX1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX1337'1.5 MI E FROM HARWOOD.
 AX1337'1.5 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT HARWOOD,
 AX1337'48 FEET NORTH OF THE CENTER OF HIGHWAY 90, 25 FEET NORTHEAST OF THE
 AX1337'CENTER ONE OF THREE LARGE STEEL CULVERTS, 1 FOOT SOUTH OF A FENCE
 AX1337'LINE, 1.8 FEET EAST OF A METAL WITNESS POST, AND SET IN AN IRREGULAR
 AX1337'SHAPED MASS OF CONCRETE FLUSH WITH THE GROUND.
 AX1337
 AX1337                          STATION RECOVERY (1987)
 AX1337
 AX1337'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1337'RECOVERED IN GOOD CONDITION.
 AX1337
 AX1337                          STATION RECOVERY (1988)
 AX1337
 AX1337'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1337'RECOVERED IN GOOD CONDITION.
 AX1337
 AX1337                          STATION RECOVERY (1989)
 AX1337
 AX1337'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1337'RECOVERED IN GOOD CONDITION.
 AX1337
 AX1337                          STATION RECOVERY (2003)
 AX1337
 AX1337'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1337'RECOVERED IN GOOD CONDITION.
 AX1337
 AX1337                          STATION RECOVERY (2005)
 AX1337
 AX1337'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1420 ***********************************************************************
 AX1420  DESIGNATION -  B 825
 AX1420  PID         -  AX1420
 AX1420  STATE/COUNTY-  TX/FAYETTE
 AX1420  USGS QUAD   -  CISTERN (1981)
 AX1420
 AX1420                         *CURRENT SURVEY CONTROL
 AX1420  ___________________________________________________________________
 AX1420* NAD 83(1986)-  29 50 36.     (N)    097 12 29.     (W)     SCALED    
 AX1420* NAVD 88     -       129.48   (+/-2cm)     424.8    (feet)  VERTCON   
 AX1420  ___________________________________________________________________
 AX1420  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AX1420
 AX1420  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1420
 AX1420.The horizontal coordinates were scaled from a topographic map and have
 AX1420.an estimated accuracy of +/- 6 seconds.
 AX1420
 AX1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1420.The vertical order pertains to the NGVD 29 superseded value.
 AX1420
 AX1420.The geoid height was determined by GEOID03.
 AX1420
 AX1420;                    North         East    Units  Estimated Accuracy
 AX1420;SPC TXSC     - 4,224,090.      773,150.      MT  (+/- 180 meters Scaled)
 AX1420
 AX1420                          SUPERSEDED SURVEY CONTROL
 AX1420
 AX1420  NGVD 29 (??/??/92)  129.428  (m)          424.63   (f) ADJ UNCH    2 0
 AX1420
 AX1420.Superseded values are not recommended for survey control.
 AX1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1420.See file dsdata.txt to determine how the superseded data were derived.
 AX1420
 AX1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU731027(NAD 83)
 AX1420_MARKER: DB = BENCH MARK DISK
 AX1420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1420_SP_SET: CULVERT
 AX1420_STAMPING: B 825 1943
 AX1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1420
 AX1420  HISTORY     - Date     Condition        Report By
 AX1420  HISTORY     - 1943     MONUMENTED       CGS
 AX1420  HISTORY     - 1960     GOOD             NGS
 AX1420  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1420
 AX1420                          STATION DESCRIPTION
 AX1420
 AX1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AX1420'2.0 MI N FROM CISTERN.
 AX1420'2.0 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION AT
 AX1420'CISTERN, FAYETTE COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE
 AX1420'NORTH END OF THE EAST HEADWALL, 15 FEET EAST OF THE CENTERLINE OF THE
 AX1420'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 AX1420
 AX1420                          STATION RECOVERY (1991)
 AX1420
 AX1420'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 AX1420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1421 ***********************************************************************
 AX1421  DESIGNATION -  B 825 RESET 1960
 AX1421  PID         -  AX1421
 AX1421  STATE/COUNTY-  TX/FAYETTE
 AX1421  USGS QUAD   -  CISTERN (1981)
 AX1421
 AX1421                         *CURRENT SURVEY CONTROL
 AX1421  ___________________________________________________________________
 AX1421* NAD 83(1986)-  29 50 38.     (N)    097 12 29.     (W)     SCALED    
 AX1421* NAVD 88     -       129.77   (+/-2cm)     425.8    (feet)  VERTCON   
 AX1421  ___________________________________________________________________
 AX1421  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AX1421
 AX1421  VERT ORDER  -  THIRD (See Below)
 AX1421
 AX1421.The horizontal coordinates were scaled from a topographic map and have
 AX1421.an estimated accuracy of +/- 6 seconds.
 AX1421
 AX1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1421.The vertical order pertains to the NGVD 29 superseded value.
 AX1421
 AX1421.The geoid height was determined by GEOID03.
 AX1421
 AX1421;                    North         East    Units  Estimated Accuracy
 AX1421;SPC TXSC     - 4,224,150.      773,140.      MT  (+/- 180 meters Scaled)
 AX1421
 AX1421                          SUPERSEDED SURVEY CONTROL
 AX1421
 AX1421  NGVD 29 (??/??/??)  129.72   (m)          425.6    (f) RESET       3  
 AX1421
 AX1421.Superseded values are not recommended for survey control.
 AX1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1421.See file dsdata.txt to determine how the superseded data were derived.
 AX1421
 AX1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU731028(NAD 83)
 AX1421_MARKER: DB = BENCH MARK DISK
 AX1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1421_STAMPING: B 825 RESET 1960
 AX1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1421+STABILITY: SURFACE MOTION
 AX1421
 AX1421  HISTORY     - Date     Condition        Report By
 AX1421  HISTORY     - 1960     MONUMENTED       CGS
 AX1421  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1421  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1421
 AX1421                          STATION DESCRIPTION
 AX1421
 AX1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AX1421'2.0 MI N FROM CISTERN.
 AX1421'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY NO. 95 FROM THE MAIN ROAD
 AX1421'INTERSECTION IN CISTERN, ABOUT 100 YARDS NORTH OF A CONCRETE CULVERT
 AX1421'AND OUTSIDE A CURVE, 150 YARDS SOUTH OF A T ROAD TO THE EAST, IN THE
 AX1421'EAST RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY.  IT IS 5 FEET SOUTH OF
 AX1421'HIGHWAY SURVEY STA. 584 + 42.5 IN A BRUSHY PASTURE.  A STANDARD DISK
 AX1421'STAMPED B 825 RESET 1960 IN A CONCRETE POST WHICH PROJECTS ABOUT 4
 AX1421'INCHES.
 AX1421
 AX1421                          STATION RECOVERY (1991)
 AX1421
 AX1421'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 AX1421'MARK NOT FOUND.
 AX1421
 AX1421                          STATION RECOVERY (1997)
 AX1421
 AX1421'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1355 ***********************************************************************
 AX1355  DESIGNATION -  B 826
 AX1355  PID         -  AX1355
 AX1355  STATE/COUNTY-  TX/GONZALES
 AX1355  USGS QUAD   -  WAELDER (1981)
 AX1355
 AX1355                         *CURRENT SURVEY CONTROL
 AX1355  ___________________________________________________________________
 AX1355* NAD 83(1986)-  29 41 25.     (N)    097 15 44.     (W)     SCALED    
 AX1355* NAVD 88     -       113.73   (+/-2cm)     373.1    (feet)  VERTCON   
 AX1355  ___________________________________________________________________
 AX1355  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AX1355
 AX1355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1355
 AX1355.The horizontal coordinates were scaled from a topographic map and have
 AX1355.an estimated accuracy of +/- 6 seconds.
 AX1355
 AX1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1355.The vertical order pertains to the NGVD 29 superseded value.
 AX1355
 AX1355.The geoid height was determined by GEOID03.
 AX1355
 AX1355;                    North         East    Units  Estimated Accuracy
 AX1355;SPC TXSC     - 4,207,050.      768,160.      MT  (+/- 180 meters Scaled)
 AX1355
 AX1355                          SUPERSEDED SURVEY CONTROL
 AX1355
 AX1355  NGVD 29 (??/??/92)  113.691  (m)          373.00   (f) ADJ UNCH    2 0
 AX1355
 AX1355.Superseded values are not recommended for survey control.
 AX1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1355.See file dsdata.txt to determine how the superseded data were derived.
 AX1355
 AX1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT681857(NAD 83)
 AX1355_MARKER: DB = BENCH MARK DISK
 AX1355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1355_SP_SET: CULVERT
 AX1355_STAMPING: B 826 1943
 AX1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1355+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1355
 AX1355  HISTORY     - Date     Condition        Report By
 AX1355  HISTORY     - 1943     MONUMENTED       CGS
 AX1355  HISTORY     - 1971     GOOD             NGS
 AX1355  HISTORY     - 1987     GOOD             USPSQD
 AX1355  HISTORY     - 1988     GOOD             USPSQD
 AX1355  HISTORY     - 20050318 GOOD             USPSQD
 AX1355
 AX1355                          STATION DESCRIPTION
 AX1355
 AX1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1355'2.3 MI E FROM WAELDER.
 AX1355'2.3 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC CO.
 AX1355'RAILROAD STATION AT WAELDER, GONZALES COUNTY, AT A CONCRETE CULVERT,
 AX1355'IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, 22 FEET NORTH OF THE
 AX1355'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. A
 AX1355'STANDARD DISK, STAMPED B 826 1943.
 AX1355
 AX1355                          STATION RECOVERY (1971)
 AX1355
 AX1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1355'RECOVERED IN GOOD CONDITION.
 AX1355
 AX1355                          STATION RECOVERY (1987)
 AX1355
 AX1355'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1355'RECOVERED IN GOOD CONDITION.
 AX1355
 AX1355                          STATION RECOVERY (1988)
 AX1355
 AX1355'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1355'RECOVERED IN GOOD CONDITION.
 AX1355
 AX1355                          STATION RECOVERY (2005)
 AX1355
 AX1355'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0482 ***********************************************************************
 AY0482  DESIGNATION -  B 829
 AY0482  PID         -  AY0482
 AY0482  STATE/COUNTY-  TX/WILSON
 AY0482  USGS QUAD   -  FLORESVILLE (1973)
 AY0482
 AY0482                         *CURRENT SURVEY CONTROL
 AY0482  ___________________________________________________________________
 AY0482* NAD 83(1986)-  29 09 24.     (N)    098 08 31.     (W)     SCALED    
 AY0482* NAVD 88     -       133.56   (+/-2cm)     438.2    (feet)  VERTCON   
 AY0482  ___________________________________________________________________
 AY0482  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AY0482
 AY0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0482
 AY0482.The horizontal coordinates were scaled from a topographic map and have
 AY0482.an estimated accuracy of +/- 6 seconds.
 AY0482
 AY0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0482.The vertical order pertains to the NGVD 29 superseded value.
 AY0482
 AY0482.The geoid height was determined by GEOID03.
 AY0482
 AY0482;                    North         East    Units  Estimated Accuracy
 AY0482;SPC TXSC     - 4,146,970.      683,470.      MT  (+/- 180 meters Scaled)
 AY0482
 AY0482                          SUPERSEDED SURVEY CONTROL
 AY0482
 AY0482  NGVD 29 (??/??/92)  133.496  (m)          437.98   (f) ADJ UNCH    2 0
 AY0482
 AY0482.Superseded values are not recommended for survey control.
 AY0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0482.See file dsdata.txt to determine how the superseded data were derived.
 AY0482
 AY0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT834256(NAD 83)
 AY0482_MARKER: DB = BENCH MARK DISK
 AY0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0482_SP_SET: CULVERT
 AY0482_STAMPING: B 829 1943
 AY0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0482
 AY0482  HISTORY     - Date     Condition        Report By
 AY0482  HISTORY     - 1943     MONUMENTED       CGS
 AY0482  HISTORY     - 1955     GOOD             NGS
 AY0482  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 AY0482
 AY0482                          STATION DESCRIPTION
 AY0482
 AY0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0482'2.2 MI NE FROM FLORESVILLE.
 AY0482'TO REACH FROM THE COURT HOUSE AT FLORESVILLE-- PROCEED 2.2 MILES
 AY0482'NORTHEASTERLY ALONG STATE HIGHWAY NO.97 TO SITE OF BENCH MARK.  BENCH
 AY0482'MARK IS ABOUT 0.1 MILE SOUTHWEST OF A FARM ROAD INTERSECTION LEADING
 AY0482'SOUTHEAST TO A FARM HOUSE, AND 17.0 FEET NORTHWEST OF AND ABOUT 0.5
 AY0482'FOOT ABOVE THE CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE
 AY0482'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A LARGE CONCRETE CULVERT.
 AY0482
 AY0482                          STATION RECOVERY (1955)
 AY0482
 AY0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AY0482'RECOVERED IN GOOD CONDITION.
 AY0482
 AY0482                          STATION RECOVERY (1995)
 AY0482
 AY0482'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0483 ***********************************************************************
 AY0483  DESIGNATION -  B 829 RESET 1955
 AY0483  PID         -  AY0483
 AY0483  STATE/COUNTY-  TX/WILSON
 AY0483  USGS QUAD   -  FLORESVILLE (1973)
 AY0483
 AY0483                         *CURRENT SURVEY CONTROL
 AY0483  ___________________________________________________________________
 AY0483* NAD 83(1986)-  29 09 24.     (N)    098 08 30.     (W)     SCALED    
 AY0483* NAVD 88     -       132.26   (+/-2cm)     433.9    (feet)  VERTCON   
 AY0483  ___________________________________________________________________
 AY0483  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AY0483
 AY0483  VERT ORDER  -  THIRD (See Below)
 AY0483
 AY0483.The horizontal coordinates were scaled from a topographic map and have
 AY0483.an estimated accuracy of +/- 6 seconds.
 AY0483
 AY0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0483.The vertical order pertains to the NGVD 29 superseded value.
 AY0483
 AY0483.The geoid height was determined by GEOID03.
 AY0483
 AY0483;                    North         East    Units  Estimated Accuracy
 AY0483;SPC TXSC     - 4,146,970.      683,500.      MT  (+/- 180 meters Scaled)
 AY0483
 AY0483                          SUPERSEDED SURVEY CONTROL
 AY0483
 AY0483  NGVD 29 (01/29/03)  132.20   (m)          433.7    (f) RESET       3  
 AY0483
 AY0483.Superseded values are not recommended for survey control.
 AY0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0483.See file dsdata.txt to determine how the superseded data were derived.
 AY0483
 AY0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT834256(NAD 83)
 AY0483_MARKER: DB = BENCH MARK DISK
 AY0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0483_STAMPING: B 829 RESET 1955
 AY0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0483+STABILITY: SURFACE MOTION
 AY0483
 AY0483  HISTORY     - Date     Condition        Report By
 AY0483  HISTORY     - 1955     MONUMENTED       CGS
 AY0483  HISTORY     - 20050819 MARK NOT FOUND   USPSQD
 AY0483
 AY0483                          STATION DESCRIPTION
 AY0483
 AY0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AY0483'2.2 MI NE FROM FLORESVILLE.
 AY0483'ABOUT 2.2 MILES NORTHEAST FROM THE COURT HOUSE IN FLORESVILLE, WILSON
 AY0483'COUNTY, TEXAS, ALONG HIGHWAY NO.97, ABOUT 0.1 MILE SOUTHWEST OF A FARM
 AY0483'ROAD LEADING SOUTHEAST, 20 YARDS NORTHEAST FROM THE END OF A CONCRETE
 AY0483'CULVERT, 22 FEET NORTHEAST OF A T FENCE CORNER AND TWO LARGE
 AY0483'COTTONWOOD TREES AND 3 FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY
 AY0483'FENCE LINE.  A STANDARD DISK STAMPED B 829 RESET 1955 AND SET IN A
 AY0483'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 AY0483
 AY0483                          STATION RECOVERY (2005)
 AY0483
 AY0483'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0718 ***********************************************************************
 AY0718  DESIGNATION -  B 83
 AY0718  PID         -  AY0718
 AY0718  STATE/COUNTY-  TX/BEXAR
 AY0718  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0718
 AY0718                         *CURRENT SURVEY CONTROL
 AY0718  ___________________________________________________________________
 AY0718* NAD 83(1986)-  29 28 46.     (N)    098 30 55.     (W)     SCALED    
 AY0718* NAVD 88     -       217.539  (meters)     713.71   (feet)  POSTED    
 AY0718  ___________________________________________________________________
 AY0718  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AY0718  DYNAMIC HT  -         217.220 (meters)     712.66  (feet)  COMP
 AY0718  MODELED GRAV-     979,182.5   (mgal)                       NAVD 88
 AY0718
 AY0718  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AY0718
 AY0718.The horizontal coordinates were scaled from a topographic map and have
 AY0718.an estimated accuracy of +/- 6 seconds.
 AY0718
 AY0718.The orthometric height was determined by differential leveling
 AY0718.and adjusted by the National Geodetic Survey in 1992..
 AY0718.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AY0718.rate of 3.1 thru 4.0 mm/km.
 AY0718
 AY0718.The geoid height was determined by GEOID03.
 AY0718
 AY0718.The dynamic height is computed by dividing the NAVD 88
 AY0718.geopotential number by the normal gravity value computed on the
 AY0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0718.degrees latitude (g = 980.6199 gals.).
 AY0718
 AY0718.The modeled gravity was interpolated from observed gravity values.
 AY0718
 AY0718;                    North         East    Units  Estimated Accuracy
 AY0718;SPC TXSC     - 4,182,530.      647,010.      MT  (+/- 180 meters Scaled)
 AY0718
 AY0718                          SUPERSEDED SURVEY CONTROL
 AY0718
 AY0718  NGVD 29 (??/??/92)  217.414  (m)          713.30   (f) ADJ UNCH    1 2
 AY0718
 AY0718.Superseded values are not recommended for survey control.
 AY0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0718.See file dsdata.txt to determine how the superseded data were derived.
 AY0718
 AY0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT469612(NAD 83)
 AY0718_MARKER: DB = BENCH MARK DISK
 AY0718_SETTING: 0 = UNSPECIFIED SETTING
 AY0718_STAMPING: B 83 1931
 AY0718_MARK LOGO: CGS   
 AY0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0718
 AY0718  HISTORY     - Date     Condition        Report By
 AY0718  HISTORY     - 1931     MONUMENTED       CGS
 AY0718  HISTORY     - 1943     GOOD             NGS
 AY0718  HISTORY     - 1946     GOOD             NGS
 AY0718  HISTORY     - 1982     GOOD             NGS
 AY0718  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY0718
 AY0718                          STATION DESCRIPTION
 AY0718
 AY0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0718'IN SAN ANTONIO.
 AY0718'TO REACH FROM THE MISSOURI, KANSAS, AND TEXAS RAILROAD STATION AT SAN
 AY0718'ANTONIO, PROCEED 1 BLOCK WEST ALONG WEST COMMERCE STREET TO THE
 AY0718'SOUTHERN PACIFIC RAILROAD, THENCE 4.0 MILES NORTHERLY ALONG THE
 AY0718'SOUTHERN PACIFIC RAILROAD TO THE LOMA STREET CROSSING AND SITE OF
 AY0718'BENCH MARK.  BENCH MARK IS 6 TELEGRAPH POLES NORTH OF MILE POST NO.
 AY0718'243.  IT IS 47.5 FEET WEST OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE
 AY0718'OF TRACK.  IT IS 6.0 RAILS NORTH OF LOMA STREET, 15.0 FEET NORTHWEST
 AY0718'OF A LARGE BOULDER, 1.5 FOOT EAST OF THE RIGHT OF WAY FENCE. MONUMENT
 AY0718'IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AY0718'0.1 FOOT.  NOTE-- MARK IS IN MARSHY LAND.
 AY0718
 AY0718                          STATION RECOVERY (1946)
 AY0718
 AY0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0718'RECOVERED IN GOOD CONDITION.
 AY0718
 AY0718                          STATION RECOVERY (1982)
 AY0718
 AY0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0718'RECOVERED THIS DATE, NOTE, LINE REROUTED, TOO FAR OFF LINE.  NOTE,
 AY0718'LOMA STREET DOES NOT EXIST.  NOTE, MARK IS ABOUT 30.4 METERS
 AY0718'(100.0 FT) SOUTH SOUTHEAST FROM AN EXTENDED CENTERLINE OF GARDINA
 AY0718'STREET.
 AY0718
 AY0718                          STATION RECOVERY (1995)
 AY0718
 AY0718'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1555 ***********************************************************************
 AX1555  DESIGNATION -  B 831
 AX1555  PID         -  AX1555
 AX1555  STATE/COUNTY-  TX/BASTROP
 AX1555  USGS QUAD   -  ROSANKY (1981)
 AX1555
 AX1555                         *CURRENT SURVEY CONTROL
 AX1555  ___________________________________________________________________
 AX1555* NAD 83(1986)-  29 52 50.     (N)    097 21 33.     (W)     SCALED    
 AX1555* NAVD 88     -       153.80   (+/-2cm)     504.6    (feet)  VERTCON   
 AX1555  ___________________________________________________________________
 AX1555  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1555
 AX1555  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1555
 AX1555.The horizontal coordinates were scaled from a topographic map and have
 AX1555.an estimated accuracy of +/- 6 seconds.
 AX1555
 AX1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1555.The vertical order pertains to the NGVD 29 superseded value.
 AX1555
 AX1555.The geoid height was determined by GEOID03.
 AX1555
 AX1555;                    North         East    Units  Estimated Accuracy
 AX1555;SPC TX C     - 3,027,550.      987,300.      MT  (+/- 180 meters Scaled)
 AX1555
 AX1555                          SUPERSEDED SURVEY CONTROL
 AX1555
 AX1555  NGVD 29 (??/??/92)  153.736  (m)          504.38   (f) ADJ UNCH    2 0
 AX1555
 AX1555.Superseded values are not recommended for survey control.
 AX1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1555.See file dsdata.txt to determine how the superseded data were derived.
 AX1555
 AX1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU584066(NAD 83)
 AX1555_MARKER: DB = BENCH MARK DISK
 AX1555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1555_SP_SET: STONE CULVERT
 AX1555_STAMPING: B 831 1943
 AX1555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1555
 AX1555  HISTORY     - Date     Condition        Report By
 AX1555  HISTORY     - 1943     MONUMENTED       CGS
 AX1555  HISTORY     - 1956     GOOD             NGS
 AX1555
 AX1555                          STATION DESCRIPTION
 AX1555
 AX1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AX1555'0.8 MI SW FROM STRING PRAIRIE.
 AX1555'IT IS ALONG A GRADED ROAD, 0.4 MILE WEST FROM THE STRING PRAIRIE
 AX1555'SCHOOL HOUSE AND THEN SOUTH 0.4 MILE, IN THE TOP OF THE SOUTH END OF
 AX1555'THE EAST HEADWALL OF A TRIPLE PIPE CULVERT HAVING STONE HEADWALLS. IT
 AX1555'IS ABOUT 0.1 MILE SOUTH FROM THE JUNCTION OF THE GRADED ROAD AND
 AX1555'HIGHWAY NO. 304 AN IS ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD
 AX1555'DISK STAMPED B 831 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0526 ***********************************************************************
 AY0526  DESIGNATION -  B 832
 AY0526  PID         -  AY0526
 AY0526  STATE/COUNTY-  TX/BEXAR
 AY0526  USGS QUAD   -  ELMENDORF (1992)
 AY0526
 AY0526                         *CURRENT SURVEY CONTROL
 AY0526  ___________________________________________________________________
 AY0526* NAD 83(1986)-  29 19 36.     (N)    098 17 22.     (W)     SCALED    
 AY0526* NAVD 88     -       146.57   (+/-2cm)     480.9    (feet)  VERTCON   
 AY0526  ___________________________________________________________________
 AY0526  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AY0526
 AY0526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0526
 AY0526.The horizontal coordinates were scaled from a topographic map and have
 AY0526.an estimated accuracy of +/- 6 seconds.
 AY0526
 AY0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0526.The vertical order pertains to the NGVD 29 superseded value.
 AY0526
 AY0526.The geoid height was determined by GEOID03.
 AY0526
 AY0526;                    North         East    Units  Estimated Accuracy
 AY0526;SPC TXSC     - 4,165,710.      669,010.      MT  (+/- 180 meters Scaled)
 AY0526
 AY0526                          SUPERSEDED SURVEY CONTROL
 AY0526
 AY0526  NGVD 29 (??/??/92)  146.472  (m)          480.55   (f) ADJ UNCH    2 0
 AY0526
 AY0526.Superseded values are not recommended for survey control.
 AY0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0526.See file dsdata.txt to determine how the superseded data were derived.
 AY0526
 AY0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT689443(NAD 83)
 AY0526_MARKER: DB = BENCH MARK DISK
 AY0526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0526_SP_SET: BRIDGE
 AY0526_STAMPING: B 832 1943
 AY0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0526
 AY0526  HISTORY     - Date     Condition        Report By
 AY0526  HISTORY     - 1943     MONUMENTED       CGS
 AY0526  HISTORY     - 1987     MARK NOT FOUND   USGS
 AY0526  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0526
 AY0526                          STATION DESCRIPTION
 AY0526
 AY0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0526'3.2 MI S FROM SAYERS.
 AY0526'TO REACH FROM THE SCHOOL HOUSE AT SAYERS-- PROCEED 3.2 MILES SOUTHERLY
 AY0526'ALONG THE STUART ROAD TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AY0526'HORIZONTALLY 3.4 FEET FROM THE NORTH END OF THE EAST HEADWALL OF A
 AY0526'CONCRETE BRIDGE OVER CHOPADERAS CREEK.  IT IS 9.3 FEET EAST OF AND
 AY0526'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD.
 AY0526
 AY0526                          STATION RECOVERY (1987)
 AY0526
 AY0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0526'MARK NOT FOUND.
 AY0526
 AY0526                          STATION RECOVERY (1988)
 AY0526
 AY0526'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0507 ***********************************************************************
 AY0507  DESIGNATION -  B 833
 AY0507  PID         -  AY0507
 AY0507  STATE/COUNTY-  TX/BEXAR
 AY0507  USGS QUAD   -  ELMENDORF (1992)
 AY0507
 AY0507                         *CURRENT SURVEY CONTROL
 AY0507  ___________________________________________________________________
 AY0507* NAD 83(1986)-  29 19 25.     (N)    098 15 40.     (W)     SCALED    
 AY0507* NAVD 88     -       161.21   (+/-2cm)     528.9    (feet)  VERTCON   
 AY0507  ___________________________________________________________________
 AY0507  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AY0507
 AY0507  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0507
 AY0507.The horizontal coordinates were scaled from a topographic map and have
 AY0507.an estimated accuracy of +/- 6 seconds.
 AY0507
 AY0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0507.The vertical order pertains to the NGVD 29 superseded value.
 AY0507
 AY0507.The geoid height was determined by GEOID03.
 AY0507
 AY0507;                    North         East    Units  Estimated Accuracy
 AY0507;SPC TXSC     - 4,165,390.      671,760.      MT  (+/- 180 meters Scaled)
 AY0507
 AY0507                          SUPERSEDED SURVEY CONTROL
 AY0507
 AY0507  NGVD 29 (??/??/92)  161.120  (m)          528.61   (f) ADJ UNCH    2 0
 AY0507
 AY0507.Superseded values are not recommended for survey control.
 AY0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0507.See file dsdata.txt to determine how the superseded data were derived.
 AY0507
 AY0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT717440(NAD 83)
 AY0507_MARKER: DB = BENCH MARK DISK
 AY0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0507_STAMPING: B 833 1943
 AY0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0507+STABILITY: SURFACE MOTION
 AY0507
 AY0507  HISTORY     - Date     Condition        Report By
 AY0507  HISTORY     - 1943     MONUMENTED       CGS
 AY0507  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0507  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0507  HISTORY     - 20040227 MARK NOT FOUND   USPSQD
 AY0507
 AY0507                          STATION DESCRIPTION
 AY0507
 AY0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0507'7.3 MI NE FROM ELMENDORF.
 AY0507'TO REACH FROM THE CATHOLIC CHURCH AT ELMENDORF-- PROCEED 5.95 MILES
 AY0507'NORTHEASTERLY ALONG THE ADKINS-ELMENDORF ROAD TO A CROSS ROAD
 AY0507'INTERSECTION, THENCE 1.35 MILES NORTHERLY TO SITE OF BENCH MARK. BENCH
 AY0507'MARK IS 26.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AY0507'CENTERLINE OF ROAD, 21.3 FEET NORTH OF THE CENTERLINE OF A CATTLE
 AY0507'GUARD AND A PRIVATE ROAD LEADING WEST TO A WHITE FRAME HOUSE.  IT IS
 AY0507'5.5 FEET SOUTHWEST OF POWER POLE NO. 76, 1.3 FEET WEST OF THE
 AY0507'RIGHT-OF-WAY FENCE, AND 4.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AY0507'POST.  MONUMENT PROJECTS 0.3 FOOT.
 AY0507
 AY0507                          STATION RECOVERY (1967)
 AY0507
 AY0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0507'MARK NOT FOUND.
 AY0507
 AY0507                          STATION RECOVERY (1999)
 AY0507
 AY0507'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0507'MARK NOT FOUND.
 AY0507
 AY0507                          STATION RECOVERY (2004)
 AY0507
 AY0507'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2384 ***********************************************************************
 AX2384  DESIGNATION -  B 834
 AX2384  PID         -  AX2384
 AX2384  STATE/COUNTY-  TX/GUADALUPE
 AX2384  USGS QUAD   -  DARST CREEK (1964)
 AX2384
 AX2384                         *CURRENT SURVEY CONTROL
 AX2384  ___________________________________________________________________
 AX2384* NAD 83(1986)-  29 33 27.     (N)    097 47 34.     (W)     SCALED    
 AX2384* NAVD 88     -       136.71   (+/-2cm)     448.5    (feet)  VERTCON   
 AX2384  ___________________________________________________________________
 AX2384  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2384
 AX2384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2384
 AX2384.The horizontal coordinates were scaled from a topographic map and have
 AX2384.an estimated accuracy of +/- 6 seconds.
 AX2384
 AX2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2384.The vertical order pertains to the NGVD 29 superseded value.
 AX2384
 AX2384.The geoid height was determined by GEOID03.
 AX2384
 AX2384;                    North         East    Units  Estimated Accuracy
 AX2384;SPC TXSC     - 4,191,690.      716,980.      MT  (+/- 180 meters Scaled)
 AX2384
 AX2384                          SUPERSEDED SURVEY CONTROL
 AX2384
 AX2384  NGVD 29 (??/??/92)  136.650  (m)          448.33   (f) ADJ UNCH    2 0
 AX2384
 AX2384.Superseded values are not recommended for survey control.
 AX2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2384.See file dsdata.txt to determine how the superseded data were derived.
 AX2384
 AX2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT169703(NAD 83)
 AX2384_MARKER: DB = BENCH MARK DISK
 AX2384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2384_SP_SET: CULVERT
 AX2384_STAMPING: B 834 1943
 AX2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2384
 AX2384  HISTORY     - Date     Condition        Report By
 AX2384  HISTORY     - 1943     MONUMENTED       CGS
 AX2384  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2384  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2384  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2384
 AX2384                          STATION DESCRIPTION
 AX2384
 AX2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2384'7.15 MI W FROM BELMONT.
 AX2384'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2384'BELMONT-- PROCEED 7.15 MILES WESTERLY ALONG STATE HIGHWAY NO. 3 TO
 AX2384'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE EAST OF A CURVE, AND
 AX2384'ABOUT 300.0 FEET WEST OF A PRIVATE ENTRANCE LEADING TO A SMALL OIL
 AX2384'FIELD.  IT IS 14.0 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE
 AX2384'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE EAST END OF THE
 AX2384'SOUTH HEADWALL OF A CONCRETE CULVERT.
 AX2384
 AX2384                          STATION RECOVERY (1993)
 AX2384
 AX2384'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2384'MARK NOT FOUND.
 AX2384
 AX2384                          STATION RECOVERY (1999)
 AX2384
 AX2384'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2384'MARK NOT FOUND.
 AX2384
 AX2384                          STATION RECOVERY (2003)
 AX2384
 AX2384'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2385 ***********************************************************************
 AX2385  DESIGNATION -  B 834 RESET 1952
 AX2385  PID         -  AX2385
 AX2385  STATE/COUNTY-  TX/GUADALUPE
 AX2385  USGS QUAD   -  DARST CREEK (1964)
 AX2385
 AX2385                         *CURRENT SURVEY CONTROL
 AX2385  ___________________________________________________________________
 AX2385* NAD 83(1986)-  29 33 27.     (N)    097 47 34.     (W)     SCALED    
 AX2385* NAVD 88     -       136.89   (+/-2cm)     449.1    (feet)  VERTCON   
 AX2385  ___________________________________________________________________
 AX2385  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2385
 AX2385  VERT ORDER  -  THIRD (See Below)
 AX2385
 AX2385.The horizontal coordinates were scaled from a topographic map and have
 AX2385.an estimated accuracy of +/- 6 seconds.
 AX2385
 AX2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2385.The vertical order pertains to the NGVD 29 superseded value.
 AX2385
 AX2385.The geoid height was determined by GEOID03.
 AX2385
 AX2385;                    North         East    Units  Estimated Accuracy
 AX2385;SPC TXSC     - 4,191,690.      716,980.      MT  (+/- 180 meters Scaled)
 AX2385
 AX2385                          SUPERSEDED SURVEY CONTROL
 AX2385
 AX2385  NGVD 29 (??/??/??)  136.83   (m)          448.9    (f) RESET       3  
 AX2385
 AX2385.Superseded values are not recommended for survey control.
 AX2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2385.See file dsdata.txt to determine how the superseded data were derived.
 AX2385
 AX2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT169703(NAD 83)
 AX2385_MARKER: DD = SURVEY DISK
 AX2385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2385_SP_SET: CULVERT
 AX2385_STAMPING: B 834 RESET 1952
 AX2385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2385
 AX2385  HISTORY     - Date     Condition        Report By
 AX2385  HISTORY     - 1952     MONUMENTED       TXHD
 AX2385  HISTORY     - 1958     GOOD             DOD
 AX2385  HISTORY     - 1988     GOOD             USPSQD
 AX2385  HISTORY     - 19930808 GOOD             USPSQD
 AX2385  HISTORY     - 19990925 GOOD             USPSQD
 AX2385  HISTORY     - 20030517 GOOD             USPSQD
 AX2385
 AX2385                          STATION DESCRIPTION
 AX2385
 AX2385'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AX2385'7.15 MI W FROM BELMONT.
 AX2385'IN GUADALUPE COUNTY, 7.15 MI. W. ALONG STATE HIGHWAY 90 A FROM THE
 AX2385'INTERSECTION OF STATE HIGHWAY 80 AT BELMONT, GONZALES COUNTY, 9.9 MI.
 AX2385'E. OF THE JUNCTION OF FARM-TO-MARKET HIGHWAY 466 AT THE E. LIMITS OF
 AX2385'SEGUIN, AT A 5 BY 3 FOOT CONCRETE CULVERT, IN THE E. END OF THE S.
 AX2385'HEADWALL, 25 FEET S. OF THE CENTERLINE OF THE HIGHWAY AT SURVEY
 AX2385'STATION 529+41, AND ABOUT 2.4 FEET LOWER THAN THE HIGHWAY, 163 FEET E.
 AX2385'OF THE E. EDGE OF A LONE TREE AND 2 FEET LOWER.
 AX2385
 AX2385                          STATION RECOVERY (1988)
 AX2385
 AX2385'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2385'RECOVERED IN GOOD CONDITION.
 AX2385
 AX2385                          STATION RECOVERY (1993)
 AX2385
 AX2385'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2385'RECOVERED IN GOOD CONDITION.
 AX2385
 AX2385                          STATION RECOVERY (1999)
 AX2385
 AX2385'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2385'RECOVERED IN GOOD CONDITION.
 AX2385
 AX2385                          STATION RECOVERY (2003)
 AX2385
 AX2385'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2075 ***********************************************************************
 AX2075  DESIGNATION -  B 836
 AX2075  PID         -  AX2075
 AX2075  STATE/COUNTY-  TX/GONZALES
 AX2075  USGS QUAD   -  LEESVILLE (1987)
 AX2075
 AX2075                         *CURRENT SURVEY CONTROL
 AX2075  ___________________________________________________________________
 AX2075* NAD 83(1986)-  29 26 31.     (N)    097 44 14.     (W)     SCALED    
 AX2075* NAVD 88     -       119.74   (+/-2cm)     392.8    (feet)  VERTCON   
 AX2075  ___________________________________________________________________
 AX2075  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2075
 AX2075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2075
 AX2075.The horizontal coordinates were scaled from a topographic map and have
 AX2075.an estimated accuracy of +/- 6 seconds.
 AX2075
 AX2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2075.The vertical order pertains to the NGVD 29 superseded value.
 AX2075
 AX2075.The geoid height was determined by GEOID03.
 AX2075
 AX2075;                    North         East    Units  Estimated Accuracy
 AX2075;SPC TXSC     - 4,178,940.      722,500.      MT  (+/- 180 meters Scaled)
 AX2075
 AX2075                          SUPERSEDED SURVEY CONTROL
 AX2075
 AX2075  NGVD 29 (??/??/92)  119.694  (m)          392.70   (f) ADJ UNCH    2 0
 AX2075
 AX2075.Superseded values are not recommended for survey control.
 AX2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2075.See file dsdata.txt to determine how the superseded data were derived.
 AX2075
 AX2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT224576(NAD 83)
 AX2075_MARKER: DB = BENCH MARK DISK
 AX2075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2075_SP_SET: CULVERT
 AX2075_STAMPING: B 836 1943
 AX2075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2075
 AX2075  HISTORY     - Date     Condition        Report By
 AX2075  HISTORY     - 1943     MONUMENTED       CGS
 AX2075  HISTORY     - 20040815 MARK NOT FOUND   USPSQD
 AX2075
 AX2075                          STATION DESCRIPTION
 AX2075
 AX2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2075'2.45 MI N FROM LEESVILLE.
 AX2075'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 2.45 MI. N. ALONG STATE
 AX2075'HIGHWAY NO. 80 TO SITE OF BM.  BENCH MARK IS ABOUT 0.1 MI. S. OF A
 AX2075'WHITE FRAME HOUSE ON W. SIDE OF ROAD.  IT IS 18 FEET E. OF AND ABOUT
 AX2075'0.5 FOOT ABOVE THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE
 AX2075'N. END OF THE E. HEADWALL OF A CONCRETE CULVERT.  BENCH MARK IS ABOUT
 AX2075'0.4 MI. N. OF A DIRT CROSS ROAD INTERSECTION.
 AX2075
 AX2075                          STATION RECOVERY (2004)
 AX2075
 AX2075'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2035 ***********************************************************************
 AX2035  DESIGNATION -  B 837
 AX2035  PID         -  AX2035
 AX2035  STATE/COUNTY-  TX/GONZALES
 AX2035  USGS QUAD   -  LEESVILLE (1987)
 AX2035
 AX2035                         *CURRENT SURVEY CONTROL
 AX2035  ___________________________________________________________________
 AX2035* NAD 83(1986)-  29 24 58.     (N)    097 38 31.     (W)     SCALED    
 AX2035* NAVD 88     -       119.10   (+/-2cm)     390.7    (feet)  VERTCON   
 AX2035  ___________________________________________________________________
 AX2035  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AX2035
 AX2035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2035
 AX2035.The horizontal coordinates were scaled from a topographic map and have
 AX2035.an estimated accuracy of +/- 6 seconds.
 AX2035
 AX2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2035.The vertical order pertains to the NGVD 29 superseded value.
 AX2035
 AX2035.The geoid height was determined by GEOID03.
 AX2035
 AX2035;                    North         East    Units  Estimated Accuracy
 AX2035;SPC TXSC     - 4,176,180.      731,770.      MT  (+/- 180 meters Scaled)
 AX2035
 AX2035                          SUPERSEDED SURVEY CONTROL
 AX2035
 AX2035  NGVD 29 (??/??/92)  119.059  (m)          390.61   (f) ADJ UNCH    2 0
 AX2035
 AX2035.Superseded values are not recommended for survey control.
 AX2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2035.See file dsdata.txt to determine how the superseded data were derived.
 AX2035
 AX2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT317548(NAD 83)
 AX2035_MARKER: DB = BENCH MARK DISK
 AX2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2035_STAMPING: B 837 1943
 AX2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2035+STABILITY: SURFACE MOTION
 AX2035
 AX2035  HISTORY     - Date     Condition        Report By
 AX2035  HISTORY     - 1943     MONUMENTED       CGS
 AX2035  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX2035
 AX2035                          STATION DESCRIPTION
 AX2035
 AX2035'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2035'IN BEBE.
 AX2035'BENCH MARK IS ABOUT 0.3 MI. W. OF THE INTERSECTION OF STATE HIGHWAY
 AX2035'NO. 200 AND 34 FEET S. OF AND ABOUT 2 FEET ABOVE THE CENTERLINE OF
 AX2035'ROAD.  IT IS 21 FEET N.E. OF THE CENTERLINE OF A WOODEN GATE, 18.5
 AX2035'FEET E. OF THE CENTERLINE OF A ROAD LEADING TO THE SCHOOL HOUSE AT
 AX2035'BEBE, 4.5 FEET S.E. OF A FENCE CORNER, 4 FEET S. OF THE RIGHT-OF-WAY
 AX2035'FENCE, AND 3.5 FEET W. OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT
 AX2035'POST PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2065 ***********************************************************************
 AX2065  DESIGNATION -  B 838
 AX2065  PID         -  AX2065
 AX2065  STATE/COUNTY-  TX/GUADALUPE
 AX2065  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX2065
 AX2065                         *CURRENT SURVEY CONTROL
 AX2065  ___________________________________________________________________
 AX2065* NAD 83(1986)-  29 28 59.     (N)    097 54 24.     (W)     SCALED    
 AX2065* NAVD 88     -       165.33   (+/-2cm)     542.4    (feet)  VERTCON   
 AX2065  ___________________________________________________________________
 AX2065  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2065
 AX2065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2065
 AX2065.The horizontal coordinates were scaled from a topographic map and have
 AX2065.an estimated accuracy of +/- 6 seconds.
 AX2065
 AX2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2065.The vertical order pertains to the NGVD 29 superseded value.
 AX2065
 AX2065.The geoid height was determined by GEOID03.
 AX2065
 AX2065;                    North         East    Units  Estimated Accuracy
 AX2065;SPC TXSC     - 4,183,330.      706,020.      MT  (+/- 180 meters Scaled)
 AX2065
 AX2065                          SUPERSEDED SURVEY CONTROL
 AX2065
 AX2065  NGVD 29 (??/??/92)  165.252  (m)          542.16   (f) ADJ UNCH    2 0
 AX2065
 AX2065.Superseded values are not recommended for survey control.
 AX2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2065.See file dsdata.txt to determine how the superseded data were derived.
 AX2065
 AX2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT059620(NAD 83)
 AX2065_MARKER: DB = BENCH MARK DISK
 AX2065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2065_SP_SET: CULVERT
 AX2065_STAMPING: B 838 1943
 AX2065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2065
 AX2065  HISTORY     - Date     Condition        Report By
 AX2065  HISTORY     - 1943     MONUMENTED       CGS
 AX2065  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX2065  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2065  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2065
 AX2065                          STATION DESCRIPTION
 AX2065
 AX2065'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AX2065'9.55 MI SE FROM SEGUIN.
 AX2065'SEARCHED FOR NOT FOUND., APPARENTLY DESTROYED, NO CULVERT AT GIVEN
 AX2065'DISTANCE, POSSIBLY CULVERT WASHED OUT AND REPLACED WITH CONCRETE PIPE.
 AX2065'TO REACH FROM THE COURTHOUSE AT SEGUIN, PROCEED 6.55 MILES S. ALONG
 AX2065'STATE HIGHWAY NO. 123 TO A DIRT SIDE ROAD INTERSECTION LEADING E.,
 AX2065'THEN 3 MI. E. TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MI. E.
 AX2065'OF A SIDE ROAD INTERSECTION LEADING N. AND 8 FEET S. OF AND ABOUT THE
 AX2065'SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS SET HORIZONTALLY 3
 AX2065'FEET FROM THE S.W. END OF THE S.W. WINGWALL OF A CONCRETE CULVERT.
 AX2065
 AX2065                          STATION RECOVERY (1993)
 AX2065
 AX2065'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2065'MARK NOT FOUND.
 AX2065
 AX2065                          STATION RECOVERY (1999)
 AX2065
 AX2065'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1697 ***********************************************************************
 AX1697  DESIGNATION -  B 839
 AX1697  PID         -  AX1697
 AX1697  STATE/COUNTY-  TX/VICTORIA
 AX1697  USGS QUAD   -  FORDTRAN (1987)
 AX1697
 AX1697                         *CURRENT SURVEY CONTROL
 AX1697  ___________________________________________________________________
 AX1697* NAD 83(1986)-  29 01 07.     (N)    097 05 41.     (W)     SCALED    
 AX1697* NAVD 88     -        61.75   (+/-2cm)     202.6    (feet)  VERTCON   
 AX1697  ___________________________________________________________________
 AX1697  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX1697
 AX1697  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1697
 AX1697.The horizontal coordinates were scaled from a topographic map and have
 AX1697.an estimated accuracy of +/- 6 seconds.
 AX1697
 AX1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1697.The vertical order pertains to the NGVD 29 superseded value.
 AX1697
 AX1697.The geoid height was determined by GEOID03.
 AX1697
 AX1697;                    North         East    Units  Estimated Accuracy
 AX1697;SPC TXSC     - 4,132,870.      785,580.      MT  (+/- 180 meters Scaled)
 AX1697
 AX1697                          SUPERSEDED SURVEY CONTROL
 AX1697
 AX1697  NGVD 29 (??/??/92)   61.784  (m)          202.70   (f) ADJ UNCH    2 0
 AX1697
 AX1697.Superseded values are not recommended for survey control.
 AX1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1697.See file dsdata.txt to determine how the superseded data were derived.
 AX1697
 AX1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT855115(NAD 83)
 AX1697_MARKER: DB = BENCH MARK DISK
 AX1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1697_STAMPING: B 839 1943
 AX1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1697+STABILITY: SURFACE MOTION
 AX1697
 AX1697  HISTORY     - Date     Condition        Report By
 AX1697  HISTORY     - 1943     MONUMENTED       CGS
 AX1697
 AX1697                          STATION DESCRIPTION
 AX1697
 AX1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1697'10.4 MI N FROM NURSERY.
 AX1697'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 7.35 MILES
 AX1697'NORTHEASTERLY ALONG THE NURSERY-FORDTRAN ROAD TO A WOODEN GATE AND A
 AX1697'PRIVATE ROAD INTERSECTION LEADING NORTHWESTERLY INTO THE WELDER RANCH,
 AX1697'THENCE 3.05 MILES NORTHWESTERLY TO THE THOMASTON-FORDTRAN-STRATTON
 AX1697'ROAD (T-ROAD) INTERSECTION AND TO SITE OF BENCH MARK. BENCH MARK IS
 AX1697'20.3 FEET SOUTH OF THE CENTER OF THE INTERSECTION, AND 15.5 FEET
 AX1697'SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX1697'THOMASTON-FORDTRAN ROAD.  IT IS 9.5 FEET SOUTHWEST OF THE CENTERLINE
 AX1697'OF A WOODEN GATE AND A PRIVATE ROAD LEADING SOUTHEAST INTO THE WELDER
 AX1697'RANCH, 1.6 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 4.0 FEET
 AX1697'NORTHEAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.3
 AX1697'FOOT.  NOTE-- BENCH MARK IS AT THE VICTORIA-DEWITT COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0179 ***********************************************************************
 AY0179  DESIGNATION -  B 840
 AY0179  PID         -  AY0179
 AY0179  STATE/COUNTY-  TX/GUADALUPE
 AY0179  USGS QUAD   -  MARION (1992)
 AY0179
 AY0179                         *CURRENT SURVEY CONTROL
 AY0179  ___________________________________________________________________
 AY0179* NAD 83(1986)-  29 35 07.     (N)    098 08 49.     (W)     SCALED    
 AY0179* NAVD 88     -       211.81   (+/-2cm)     694.9    (feet)  VERTCON   
 AY0179  ___________________________________________________________________
 AY0179  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AY0179
 AY0179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0179
 AY0179.The horizontal coordinates were scaled from a topographic map and have
 AY0179.an estimated accuracy of +/- 6 seconds.
 AY0179
 AY0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0179.The vertical order pertains to the NGVD 29 superseded value.
 AY0179
 AY0179.The geoid height was determined by GEOID03.
 AY0179
 AY0179;                    North         East    Units  Estimated Accuracy
 AY0179;SPC TXSC     - 4,194,460.      682,640.      MT  (+/- 180 meters Scaled)
 AY0179
 AY0179                          SUPERSEDED SURVEY CONTROL
 AY0179
 AY0179  NGVD 29 (??/??/92)  211.714  (m)          694.60   (f) ADJ UNCH    2 0
 AY0179
 AY0179.Superseded values are not recommended for survey control.
 AY0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0179.See file dsdata.txt to determine how the superseded data were derived.
 AY0179
 AY0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT826731(NAD 83)
 AY0179_MARKER: DB = BENCH MARK DISK
 AY0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0179_STAMPING: B 840 1943
 AY0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0179+STABILITY: SURFACE MOTION
 AY0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0179+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AY0179
 AY0179  HISTORY     - Date     Condition        Report By
 AY0179  HISTORY     - 1943     MONUMENTED       CGS
 AY0179  HISTORY     - 1988     GOOD             USPSQD
 AY0179  HISTORY     - 1989     GOOD             USPSQD
 AY0179  HISTORY     - 20041027 GOOD             USPSQD
 AY0179
 AY0179                          STATION DESCRIPTION
 AY0179
 AY0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0179'1.1 MI NW FROM MARION.
 AY0179'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARION, PROCEED
 AY0179'1.1 MILE NORTHWEST ALONG A WINDING GRAVEL ROAD TO A RIGHT ANGLE CURVE
 AY0179'AND SITE OF BENCH MARK.  BENCH MARK IS 60.0 FEET NORTH OF A SMALL
 AY0179'EARTH TANK, 43.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT BELOW THE
 AY0179'CENTERLINE OF GRAVEL ROAD AT A POINT HALF WAY ALONG A RIGHT ANGLE
 AY0179'CURVE.  IT IS 4.0 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FOOT
 AY0179'NORTHEAST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTHWEST
 AY0179'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT.
 AY0179
 AY0179                          STATION RECOVERY (1988)
 AY0179
 AY0179'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0179'RECOVERED IN GOOD CONDITION.
 AY0179
 AY0179                          STATION RECOVERY (1989)
 AY0179
 AY0179'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0179'RECOVERED IN GOOD CONDITION.
 AY0179
 AY0179                          STATION RECOVERY (2004)
 AY0179
 AY0179'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AY0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1146 ***********************************************************************
 AX1146  DESIGNATION -  B 841
 AX1146  PID         -  AX1146
 AX1146  STATE/COUNTY-  TX/FAYETTE
 AX1146  USGS QUAD   -  WEIMAR (1981)
 AX1146
 AX1146                         *CURRENT SURVEY CONTROL
 AX1146  ___________________________________________________________________
 AX1146* NAD 83(1986)-  29 44 02.     (N)    096 46 47.     (W)     SCALED    
 AX1146* NAVD 88     -       120.19   (+/-2cm)     394.3    (feet)  VERTCON   
 AX1146  ___________________________________________________________________
 AX1146  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX1146
 AX1146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1146
 AX1146.The horizontal coordinates were scaled from a topographic map and have
 AX1146.an estimated accuracy of +/- 6 seconds.
 AX1146
 AX1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1146.The vertical order pertains to the NGVD 29 superseded value.
 AX1146
 AX1146.The geoid height was determined by GEOID03.
 AX1146
 AX1146;                    North         East    Units  Estimated Accuracy
 AX1146;SPC TXSC     - 4,212,670.      814,760.      MT  (+/- 180 meters Scaled)
 AX1146
 AX1146                          SUPERSEDED SURVEY CONTROL
 AX1146
 AX1146  NGVD 29 (??/??/92)  120.16   (m)          394.2    (f) COMPUTED    2 0
 AX1146
 AX1146.Superseded values are not recommended for survey control.
 AX1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1146.See file dsdata.txt to determine how the superseded data were derived.
 AX1146
 AX1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT147913(NAD 83)
 AX1146_MARKER: DB = BENCH MARK DISK
 AX1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1146_STAMPING: B 841 1943
 AX1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1146+STABILITY: SURFACE MOTION
 AX1146
 AX1146  HISTORY     - Date     Condition        Report By
 AX1146  HISTORY     - 1943     MONUMENTED       CGS
 AX1146  HISTORY     - 1949     MARK NOT FOUND   LOCSUR
 AX1146  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AX1146
 AX1146                          STATION DESCRIPTION
 AX1146
 AX1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1146'2.2 MI N FROM WEIMAR.
 AX1146'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 2.2 MILES NORTHERLY
 AX1146'ALONG A GRAVEL ROAD TO A T FENCE CORNER ON THE EAST SIDE OF THE ROAD
 AX1146'AND SITE OF BENCH MARK.  BENCH MARK IS 0.3 MILE NORTH OF THE COLORADO
 AX1146'- FAYETTE COUNTY LINE.  IT IS 114.0 FEET NORTH OF THE CENTERLINE OF A
 AX1146'2.5 FOOT OAK TREE, 31.5 FEET EAST OF AND ABOUT THE SAME ELEVATION AS
 AX1146'THE CENTERLINE OF THE ROAD, 3.0 FEET SOUTHEAST OF A T FENCE CORNER
 AX1146'POST, 2.0 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE AND 2.5 FEET NORTH
 AX1146'OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX1146
 AX1146                          STATION RECOVERY (1949)
 AX1146
 AX1146'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949
 AX1146'MARK NOT FOUND.
 AX1146
 AX1146                          STATION RECOVERY (2004)
 AX1146
 AX1146'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1493 ***********************************************************************
 AX1493  DESIGNATION -  B 842 RESET 1964
 AX1493  PID         -  AX1493
 AX1493  STATE/COUNTY-  TX/FAYETTE
 AX1493  USGS QUAD   -  MULDOON (1981)
 AX1493
 AX1493                         *CURRENT SURVEY CONTROL
 AX1493  ___________________________________________________________________
 AX1493* NAD 83(1986)-  29 48 07.     (N)    097 03 10.     (W)     SCALED    
 AX1493* NAVD 88     -       106.72   (+/-2cm)     350.1    (feet)  VERTCON   
 AX1493  ___________________________________________________________________
 AX1493  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AX1493
 AX1493  VERT ORDER  -  THIRD (See Below)
 AX1493
 AX1493.The horizontal coordinates were scaled from a topographic map and have
 AX1493.an estimated accuracy of +/- 6 seconds.
 AX1493
 AX1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1493.The vertical order pertains to the NGVD 29 superseded value.
 AX1493
 AX1493.The geoid height was determined by GEOID03.
 AX1493
 AX1493;                    North         East    Units  Estimated Accuracy
 AX1493;SPC TXSC     - 4,219,740.      788,220.      MT  (+/- 180 meters Scaled)
 AX1493
 AX1493                          SUPERSEDED SURVEY CONTROL
 AX1493
 AX1493  NGVD 29 (??/??/??)  106.68   (m)          350.0    (f) RESET       3  
 AX1493
 AX1493.Superseded values are not recommended for survey control.
 AX1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1493.See file dsdata.txt to determine how the superseded data were derived.
 AX1493
 AX1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT881984(NAD 83)
 AX1493_MARKER: DB = BENCH MARK DISK
 AX1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1493_STAMPING: B 842 RESET 1964
 AX1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1493+STABILITY: SURFACE MOTION
 AX1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1493+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AX1493
 AX1493  HISTORY     - Date     Condition        Report By
 AX1493  HISTORY     - 1964     MONUMENTED       CGS
 AX1493  HISTORY     - 19910608 GOOD             USPSQD
 AX1493  HISTORY     - 20041207 GOOD             USPSQD
 AX1493
 AX1493                          STATION DESCRIPTION
 AX1493
 AX1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AX1493'2.0 MI SE FROM MULDOON.
 AX1493'TO REACH FROM THE POST OFFICE AT MULDOON, GO NORTH ON FM HIGHWAY 154
 AX1493'FOR 0.1 MILE, THENCE TURN RIGHT, CROSSOVER RAILROAD TRACKS, AND
 AX1493'PROCEED 2.0 MILES SOUTHEASTERLY ALONG THE FARM-TO-MARKET ROAD TO BENCH
 AX1493'MARK ON THE RIGHT.  51 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.15
 AX1493'MILE WEST OF A DIRT ROAD LEADING SOUTH, 2 FEET WEST OF A METAL WITNESS
 AX1493'POST AND AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 86 + 01. A
 AX1493'STANDARD DISK STAMPED B 842 RESET 1964, IS SET IN A 12 X 12 IN.
 AX1493'CONCRETE POST WHICH PROJECTS 6 INCHES.
 AX1493
 AX1493                          STATION RECOVERY (1991)
 AX1493
 AX1493'RECOVERY NOTE BY US POWER SQUADRON 1991 (MW)
 AX1493'RECOVERED IN GOOD CONDITION.
 AX1493
 AX1493                          STATION RECOVERY (2004)
 AX1493
 AX1493'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1493'THE MARK IS ABOUT 1 FOOT ABOVE THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0925 ***********************************************************************
 AX0925  DESIGNATION -  B 843
 AX0925  PID         -  AX0925
 AX0925  STATE/COUNTY-  TX/FAYETTE
 AX0925  USGS QUAD   -  SWISS ALP (1981)
 AX0925
 AX0925                         *CURRENT SURVEY CONTROL
 AX0925  ___________________________________________________________________
 AX0925* NAD 83(1986)-  29 50 24.     (N)    096 54 39.     (W)     SCALED    
 AX0925* NAVD 88     -       113.694  (meters)     373.01   (feet)  ADJUSTED  
 AX0925  ___________________________________________________________________
 AX0925  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AX0925  DYNAMIC HT  -         113.536 (meters)     372.49  (feet)  COMP
 AX0925  MODELED GRAV-     979,256.3   (mgal)                       NAVD 88
 AX0925  OBS GRAVITY -     979,257.7   (mgal)                       GRAV_OBS
 AX0925
 AX0925  VERT ORDER  -  FIRST     CLASS I
 AX0925
 AX0925.The horizontal coordinates were scaled from a topographic map and have
 AX0925.an estimated accuracy of +/- 6 seconds.
 AX0925
 AX0925.The orthometric height was determined by differential leveling
 AX0925.and adjusted by the National Geodetic Survey in June 1991..
 AX0925
 AX0925.The geoid height was determined by GEOID03.
 AX0925
 AX0925.The dynamic height is computed by dividing the NAVD 88
 AX0925.geopotential number by the normal gravity value computed on the
 AX0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0925.degrees latitude (g = 980.6199 gals.).
 AX0925
 AX0925.The modeled gravity was interpolated from observed gravity values.
 AX0925.The observed gravity was obtained from relative gravimeter ties
 AX0925.to the IGSN71 gravity network.
 AX0925
 AX0925;                    North         East    Units  Estimated Accuracy
 AX0925;SPC TXSC     - 4,224,200.      801,870.      MT  (+/- 180 meters Scaled)
 AX0925
 AX0925                          SUPERSEDED SURVEY CONTROL
 AX0925
 AX0925  NGVD 29 (??/??/92)  113.655  (m)          372.88   (f) ADJ UNCH    1 1
 AX0925
 AX0925.Superseded values are not recommended for survey control.
 AX0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0925.See file dsdata.txt to determine how the superseded data were derived.
 AX0925
 AX0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU018028(NAD 83)
 AX0925_MARKER: DB = BENCH MARK DISK
 AX0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0925_SP_SET: GRANITE FOUNDATION
 AX0925_STAMPING: B 843 1943
 AX0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0925+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX0925
 AX0925  HISTORY     - Date     Condition        Report By
 AX0925  HISTORY     - 1943     MONUMENTED       CGS
 AX0925  HISTORY     - 1972     GOOD             NGS
 AX0925  HISTORY     - 1987     GOOD             USPSQD
 AX0925  HISTORY     - 1987     GOOD             USPSQD
 AX0925  HISTORY     - 1990     GOOD             USPSQD
 AX0925  HISTORY     - 1990     GOOD             USPSQD
 AX0925  HISTORY     - 19910608 GOOD             USPSQD
 AX0925  HISTORY     - 19970607 GOOD             USPSQD
 AX0925  HISTORY     - 20041027 GOOD             USPSQD
 AX0925
 AX0925                          STATION DESCRIPTION
 AX0925
 AX0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0925'5.75 MI S FROM LA GRANGE.
 AX0925'ABOUT 5.75 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 AX0925'LA GRANGE, ABOUT 0.15 MILE NORTH OF THE JUNCTION OF FARM ROAD 2436
 AX0925'WHICH LEADS WEST, 0.25 MILE SOUTH OF A ROADSIDE PARK, 97 FEET WEST OF
 AX0925'THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 AX0925'EAST EDGE OF THE GRANITE FOUNDATION FOR A LARGE MONUMENT IN MEMORY OF
 AX0925'MR. AUGUSTINE HAIDUSEK, 3 INCHES EAST OF THE EAST FACE OF THE
 AX0925'MONUMENT, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AX0925
 AX0925                          STATION RECOVERY (1987)
 AX0925
 AX0925'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX0925'RECOVERED IN GOOD CONDITION.
 AX0925
 AX0925                          STATION RECOVERY (1987)
 AX0925
 AX0925'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 AX0925'RECOVERED IN GOOD CONDITION.
 AX0925
 AX0925                          STATION RECOVERY (1990)
 AX0925
 AX0925'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AX0925'RECOVERED IN GOOD CONDITION.
 AX0925
 AX0925                          STATION RECOVERY (1990)
 AX0925
 AX0925'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0925'RECOVERED IN GOOD CONDITION.
 AX0925
 AX0925                          STATION RECOVERY (1991)
 AX0925
 AX0925'RECOVERY NOTE BY US POWER SQUADRON 1991 (WCJ)
 AX0925'RECOVERED IN GOOD CONDITION.
 AX0925
 AX0925                          STATION RECOVERY (1997)
 AX0925
 AX0925'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0925'RECOVERED IN GOOD CONDITION.
 AX0925
 AX0925                          STATION RECOVERY (2004)
 AX0925
 AX0925'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0925'VERY EASY TO FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0955 ***********************************************************************
 AX0955  DESIGNATION -  B 845
 AX0955  PID         -  AX0955
 AX0955  STATE/COUNTY-  TX/LAVACA
 AX0955  USGS QUAD   -  MORAVIA (1981)
 AX0955
 AX0955                         *CURRENT SURVEY CONTROL
 AX0955  ___________________________________________________________________
 AX0955* NAD 83(1986)-  29 34 48.     (N)    096 54 59.     (W)     SCALED    
 AX0955* NAVD 88     -        80.78   (+/-2cm)     265.0    (feet)  VERTCON   
 AX0955  ___________________________________________________________________
 AX0955  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0955
 AX0955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0955
 AX0955.The horizontal coordinates were scaled from a topographic map and have
 AX0955.an estimated accuracy of +/- 6 seconds.
 AX0955
 AX0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0955.The vertical order pertains to the NGVD 29 superseded value.
 AX0955
 AX0955.The geoid height was determined by GEOID03.
 AX0955
 AX0955;                    North         East    Units  Estimated Accuracy
 AX0955;SPC TXSC     - 4,195,380.      801,850.      MT  (+/- 180 meters Scaled)
 AX0955
 AX0955                          SUPERSEDED SURVEY CONTROL
 AX0955
 AX0955  NGVD 29 (??/??/92)   80.76   (m)          265.0    (f) COMPUTED    2 0
 AX0955
 AX0955.Superseded values are not recommended for survey control.
 AX0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0955.See file dsdata.txt to determine how the superseded data were derived.
 AX0955
 AX0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT018740(NAD 83)
 AX0955_MARKER: DB = BENCH MARK DISK
 AX0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0955_SP_SET: BRIDGE
 AX0955_STAMPING: B 845 1943
 AX0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0955
 AX0955  HISTORY     - Date     Condition        Report By
 AX0955  HISTORY     - 1943     MONUMENTED       CGS
 AX0955  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0955
 AX0955                          STATION DESCRIPTION
 AX0955
 AX0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0955'7.5 MI S FROM SCHULENBURG.
 AX0955'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY
 AX0955'NO.77 AT SCHULENBURG, PROCEED 7.5 MILES SOUTHERLY ALONG U.S. HIGHWAY
 AX0955'NO.77 TO A LARGE CONCRETE BRIDGE OVER ROCKY CREEK AND SITE OF BENCH
 AX0955'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTHEAST
 AX0955'WINGWALL OF A LARGE CONCRETE BRIDGE OVER ROCKY CREEK.  IT IS 11.0 FEET
 AX0955'EAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX0955
 AX0955                          STATION RECOVERY (1997)
 AX0955
 AX0955'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0956 ***********************************************************************
 AX0956  DESIGNATION -  B 845 RESET 1956
 AX0956  PID         -  AX0956
 AX0956  STATE/COUNTY-  TX/LAVACA
 AX0956  USGS QUAD   -  MORAVIA (1981)
 AX0956
 AX0956                         *CURRENT SURVEY CONTROL
 AX0956  ___________________________________________________________________
 AX0956* NAD 83(1986)-  29 34 48.     (N)    096 54 59.     (W)     SCALED    
 AX0956* NAVD 88     -        80.757  (meters)     264.95   (feet)  ADJUSTED  
 AX0956  ___________________________________________________________________
 AX0956  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0956  DYNAMIC HT  -          80.644 (meters)     264.58  (feet)  COMP
 AX0956  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 AX0956
 AX0956  VERT ORDER  -  FIRST     CLASS I
 AX0956
 AX0956.The horizontal coordinates were scaled from a topographic map and have
 AX0956.an estimated accuracy of +/- 6 seconds.
 AX0956
 AX0956.The orthometric height was determined by differential leveling
 AX0956.and adjusted by the National Geodetic Survey in June 1991..
 AX0956
 AX0956.The geoid height was determined by GEOID03.
 AX0956
 AX0956.The dynamic height is computed by dividing the NAVD 88
 AX0956.geopotential number by the normal gravity value computed on the
 AX0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0956.degrees latitude (g = 980.6199 gals.).
 AX0956
 AX0956.The modeled gravity was interpolated from observed gravity values.
 AX0956
 AX0956;                    North         East    Units  Estimated Accuracy
 AX0956;SPC TXSC     - 4,195,380.      801,850.      MT  (+/- 180 meters Scaled)
 AX0956
 AX0956                          SUPERSEDED SURVEY CONTROL
 AX0956
 AX0956  NGVD 29 (??/??/92)   80.735  (m)          264.88   (f) ADJ UNCH    1 1
 AX0956
 AX0956.Superseded values are not recommended for survey control.
 AX0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0956.See file dsdata.txt to determine how the superseded data were derived.
 AX0956
 AX0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT018740(NAD 83)
 AX0956_MARKER: DB = BENCH MARK DISK
 AX0956_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0956_SP_SET: BRIDGE SEAT
 AX0956_STAMPING: B 845 RESET 1956
 AX0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0956
 AX0956  HISTORY     - Date     Condition        Report By
 AX0956  HISTORY     - 1956     MONUMENTED       CGS
 AX0956  HISTORY     - 1972     GOOD             NGS
 AX0956  HISTORY     - 1990     GOOD             USPSQD
 AX0956  HISTORY     - 19970607 GOOD             USPSQD
 AX0956
 AX0956                          STATION DESCRIPTION
 AX0956
 AX0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0956'7.3 MI S FROM SCHULENBURG.
 AX0956'ABOUT 7.3 MILES SOUTH ALONG U. S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0956'U. S. HIGHWAY 90 AT SCHULENBURG, AT THE NORTHWEST CORNER OF A 260-FOOT
 AX0956'LONG HIGHWAY BRIDGE OVER BIG ROCKY CREEK, 16 FEET WEST OF THE CENTER
 AX0956'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST CORNER OF THE
 AX0956'WEST END OF THE NORTH CONCRETE SEAT OF THE BRIDGE, 3.3 FEET BELOW THE
 AX0956'LEVEL OF THE BRIDGE FLOOR.
 AX0956
 AX0956                          STATION RECOVERY (1990)
 AX0956
 AX0956'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0956'RECOVERED IN GOOD CONDITION.
 AX0956
 AX0956                          STATION RECOVERY (1997)
 AX0956
 AX0956'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1229 ***********************************************************************
 AX1229  DESIGNATION -  B 846
 AX1229  PID         -  AX1229
 AX1229  STATE/COUNTY-  TX/LAVACA
 AX1229  USGS QUAD   -  MORAVIA (1981)
 AX1229
 AX1229                         *CURRENT SURVEY CONTROL
 AX1229  ___________________________________________________________________
 AX1229* NAD 83(1986)-  29 33 40.     (N)    096 54 14.     (W)     SCALED    
 AX1229* NAVD 88     -        99.14   (+/-2cm)     325.3    (feet)  VERTCON   
 AX1229  ___________________________________________________________________
 AX1229  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1229
 AX1229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1229
 AX1229.The horizontal coordinates were scaled from a topographic map and have
 AX1229.an estimated accuracy of +/- 6 seconds.
 AX1229
 AX1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1229.The vertical order pertains to the NGVD 29 superseded value.
 AX1229
 AX1229.The geoid height was determined by GEOID03.
 AX1229
 AX1229;                    North         East    Units  Estimated Accuracy
 AX1229;SPC TXSC     - 4,193,300.      803,090.      MT  (+/- 180 meters Scaled)
 AX1229
 AX1229                          SUPERSEDED SURVEY CONTROL
 AX1229
 AX1229  NGVD 29 (??/??/92)   99.12   (m)          325.2    (f) COMPUTED    2 0
 AX1229
 AX1229.Superseded values are not recommended for survey control.
 AX1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1229.See file dsdata.txt to determine how the superseded data were derived.
 AX1229
 AX1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT030719(NAD 83)
 AX1229_MARKER: DB = BENCH MARK DISK
 AX1229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1229_SP_SET: CULVERT
 AX1229_STAMPING: B 846 1943
 AX1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1229
 AX1229  HISTORY     - Date     Condition        Report By
 AX1229  HISTORY     - 1943     MONUMENTED       CGS
 AX1229  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1229
 AX1229                          STATION DESCRIPTION
 AX1229
 AX1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1229'5.65 MI SW FROM OAKLAND.
 AX1229'TO REACH FROM THE SCHOOL BUILDING AT OAKLAND, PROCEED 5.65 MILES
 AX1229'SOUTHWESTERLY ALONG A DIRT ROAD TO A CONCRETE CULVERT AND SITE OF
 AX1229'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AX1229'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 3X3 FOOT CONCRETE BOX
 AX1229'CULVERT UNDER THE ROAD.  IT IS 12.4 FEET SOUTHEAST OF AND ABOUT 0.5
 AX1229'FOOT ABOVE THE CENTERLINE OF THE ROAD.  NOTE-- THIS BENCH MARK IS ALSO
 AX1229'0.8 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY NO. 77 AND THE
 AX1229'OAKLAND ROAD, (8.5 MILES NORTH OF THE CITY HALL AT HALLETTSVILLE).
 AX1229
 AX1229                          STATION RECOVERY (1997)
 AX1229
 AX1229'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1230 ***********************************************************************
 AX1230  DESIGNATION -  B 846 RESET 1962
 AX1230  PID         -  AX1230
 AX1230  STATE/COUNTY-  TX/LAVACA
 AX1230  USGS QUAD   -  MORAVIA (1981)
 AX1230
 AX1230                         *CURRENT SURVEY CONTROL
 AX1230  ___________________________________________________________________
 AX1230* NAD 83(1986)-  29 33 41.     (N)    096 54 14.     (W)     SCALED    
 AX1230* NAVD 88     -        99.272  (meters)     325.69   (feet)  ADJUSTED  
 AX1230  ___________________________________________________________________
 AX1230  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1230  DYNAMIC HT  -          99.133 (meters)     325.24  (feet)  COMP
 AX1230  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 AX1230
 AX1230  VERT ORDER  -  FIRST     CLASS I
 AX1230
 AX1230.The horizontal coordinates were scaled from a topographic map and have
 AX1230.an estimated accuracy of +/- 6 seconds.
 AX1230
 AX1230.The orthometric height was determined by differential leveling
 AX1230.and adjusted by the National Geodetic Survey in June 1991..
 AX1230
 AX1230.The geoid height was determined by GEOID03.
 AX1230
 AX1230.The dynamic height is computed by dividing the NAVD 88
 AX1230.geopotential number by the normal gravity value computed on the
 AX1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1230.degrees latitude (g = 980.6199 gals.).
 AX1230
 AX1230.The modeled gravity was interpolated from observed gravity values.
 AX1230
 AX1230;                    North         East    Units  Estimated Accuracy
 AX1230;SPC TXSC     - 4,193,340.      803,090.      MT  (+/- 180 meters Scaled)
 AX1230
 AX1230                          SUPERSEDED SURVEY CONTROL
 AX1230
 AX1230  NGVD 29 (??/??/92)   99.252  (m)          325.63   (f) ADJ UNCH    1 1
 AX1230
 AX1230.Superseded values are not recommended for survey control.
 AX1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1230.See file dsdata.txt to determine how the superseded data were derived.
 AX1230
 AX1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT030720(NAD 83)
 AX1230_MARKER: DB = BENCH MARK DISK
 AX1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1230_SP_SET: CULVERT
 AX1230_STAMPING: B 846 RESET 1962
 AX1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1230
 AX1230  HISTORY     - Date     Condition        Report By
 AX1230  HISTORY     - 1962     MONUMENTED       CGS
 AX1230  HISTORY     - 1972     GOOD             NGS
 AX1230  HISTORY     - 1990     GOOD             USPSQD
 AX1230  HISTORY     - 19970607 GOOD             USPSQD
 AX1230
 AX1230                          STATION DESCRIPTION
 AX1230
 AX1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1230'9.1 MI N FROM HALLETTSVILLE.
 AX1230'ABOUT 8.4 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF U.S.
 AX1230'HIGHWAY 90A AT HALLETTSVILLE, THENCE 0.7 MILE EAST ALONG FARM ROAD NO.
 AX1230'532, 194 FEET EAST OF THE CENTER LINE OF THE INTERSECTION OF FORUM
 AX1230'ROAD AND TRACK ROAD, 17 FEET SOUTH OF THE CENTER LINE OF FARM ROAD
 AX1230'532, SET ON THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL FOR A
 AX1230'3-BY- 5 FOOT BOX CULVERT UNDER THE FARM ROAD AND ABOUT LEVEL WITH THE
 AX1230'ROAD.
 AX1230
 AX1230                          STATION RECOVERY (1990)
 AX1230
 AX1230'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1230'RECOVERED IN GOOD CONDITION.
 AX1230
 AX1230                          STATION RECOVERY (1997)
 AX1230
 AX1230'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1764 ***********************************************************************
 AX1764  DESIGNATION -  B 848
 AX1764  PID         -  AX1764
 AX1764  STATE/COUNTY-  TX/GONZALES
 AX1764  USGS QUAD   -  HOCHHEIM (1987)
 AX1764
 AX1764                         *CURRENT SURVEY CONTROL
 AX1764  ___________________________________________________________________
 AX1764* NAD 83(1986)-  29 22 08.     (N)    097 21 07.     (W)     SCALED    
 AX1764* NAVD 88     -       102.11   (+/-2cm)     335.0    (feet)  VERTCON   
 AX1764  ___________________________________________________________________
 AX1764  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AX1764
 AX1764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1764
 AX1764.The horizontal coordinates were scaled from a topographic map and have
 AX1764.an estimated accuracy of +/- 6 seconds.
 AX1764
 AX1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1764.The vertical order pertains to the NGVD 29 superseded value.
 AX1764
 AX1764.The geoid height was determined by GEOID03.
 AX1764
 AX1764;                    North         East    Units  Estimated Accuracy
 AX1764;SPC TXSC     - 4,171,310.      759,980.      MT  (+/- 180 meters Scaled)
 AX1764
 AX1764                          SUPERSEDED SURVEY CONTROL
 AX1764
 AX1764  NGVD 29 (??/??/92)  102.088  (m)          334.93   (f) ADJ UNCH    2 0
 AX1764
 AX1764.Superseded values are not recommended for survey control.
 AX1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1764.See file dsdata.txt to determine how the superseded data were derived.
 AX1764
 AX1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT599499(NAD 83)
 AX1764_MARKER: DB = BENCH MARK DISK
 AX1764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1764_SP_SET: CULVERT
 AX1764_STAMPING: B 848 1943
 AX1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1764
 AX1764  HISTORY     - Date     Condition        Report By
 AX1764  HISTORY     - 1943     MONUMENTED       CGS
 AX1764
 AX1764                          STATION DESCRIPTION
 AX1764
 AX1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1764'5.7 MI NW FROM HOCHHEIM.
 AX1764'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 29 AND STATE HIGHWAY
 AX1764'NO. 111 AT HOCHHEIM, PROCEED 5.7 MILES NORTHWESTERLY ALONG STATE
 AX1764'HIGHWAY NO. 29 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH
 AX1764'MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE NORTHEAST
 AX1764'HEADWALL OF A 2X4 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS
 AX1764'0.45 MILE NORTHWEST OF THE INTERSECTION OF A GRAVEL ROAD LEADING
 AX1764'SOUTHWEST TO CHEAPSIDE, 13.4 FEET NORTHEAST OF AND ABOUT THE SAME
 AX1764'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1765 ***********************************************************************
 AX1765  DESIGNATION -  B 848 RESET 1958
 AX1765  PID         -  AX1765
 AX1765  STATE/COUNTY-  TX/GONZALES
 AX1765  USGS QUAD   -  HOCHHEIM (1987)
 AX1765
 AX1765                         *CURRENT SURVEY CONTROL
 AX1765  ___________________________________________________________________
 AX1765* NAD 83(1986)-  29 22 08.     (N)    097 21 07.     (W)     SCALED    
 AX1765* NAVD 88     -       102.52   (+/-2cm)     336.4    (feet)  VERTCON   
 AX1765  ___________________________________________________________________
 AX1765  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AX1765
 AX1765  VERT ORDER  -  THIRD (See Below)
 AX1765
 AX1765.The horizontal coordinates were scaled from a topographic map and have
 AX1765.an estimated accuracy of +/- 6 seconds.
 AX1765
 AX1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1765.The vertical order pertains to the NGVD 29 superseded value.
 AX1765
 AX1765.The geoid height was determined by GEOID03.
 AX1765
 AX1765;                    North         East    Units  Estimated Accuracy
 AX1765;SPC TXSC     - 4,171,310.      759,980.      MT  (+/- 180 meters Scaled)
 AX1765
 AX1765                          SUPERSEDED SURVEY CONTROL
 AX1765
 AX1765  NGVD 29 (??/??/??)  102.50   (m)          336.3    (f) RESET       3  
 AX1765
 AX1765.Superseded values are not recommended for survey control.
 AX1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1765.See file dsdata.txt to determine how the superseded data were derived.
 AX1765
 AX1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT599499(NAD 83)
 AX1765_MARKER: DB = BENCH MARK DISK
 AX1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1765_STAMPING: B 848 RESET 1958
 AX1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1765+STABILITY: SURFACE MOTION
 AX1765
 AX1765  HISTORY     - Date     Condition        Report By
 AX1765  HISTORY     - 1958     MONUMENTED       TXHD
 AX1765  HISTORY     - 1959     GOOD             TXHD
 AX1765
 AX1765                          STATION DESCRIPTION
 AX1765
 AX1765'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AX1765'4.4 MI NW FROM HOCHHEIM.
 AX1765'IN GONZALES COUNTY, ABOUT 4.4 MILES NORTHWESTERLY ALONG U. S. HIGHWAY
 AX1765'183 FROM THE JUNCTION WITH STATE HIGHWAY 111 AT HOCHHEIM, DE WITT
 AX1765'COUNTY, ABOUT 0.50 MILE NORTHWESTERLY ALONG U. S. HIGHWAY 183 FROM THE
 AX1765'JUNCTION WITH F. M. HIGHWAY 2067, 60 FEET NORTHEAST OF THE CENTERLINE
 AX1765'OF U. S. HIGHWAY 183 AND OPPOSITE A 4 X 2 FOOT CONCRETE CULVERT. A
 AX1765'STANDARD DISK, STAMPED B 848 RESET 1958 SET IN THE TOP OF A CONCRETE
 AX1765'POST ABOUT 0.5 FOOT ABOVE THE NATURAL GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2099 ***********************************************************************
 AX2099  DESIGNATION -  B 849
 AX2099  PID         -  AX2099
 AX2099  STATE/COUNTY-  TX/GONZALES
 AX2099  USGS QUAD   -  COST (1987)
 AX2099
 AX2099                         *CURRENT SURVEY CONTROL
 AX2099  ___________________________________________________________________
 AX2099* NAD 83(1986)-  29 24 15.     (N)    097 31 39.     (W)     SCALED    
 AX2099* NAVD 88     -        91.12   (+/-2cm)     298.9    (feet)  VERTCON   
 AX2099  ___________________________________________________________________
 AX2099  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AX2099
 AX2099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2099
 AX2099.The horizontal coordinates were scaled from a topographic map and have
 AX2099.an estimated accuracy of +/- 6 seconds.
 AX2099
 AX2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2099.The vertical order pertains to the NGVD 29 superseded value.
 AX2099
 AX2099.The geoid height was determined by GEOID03.
 AX2099
 AX2099;                    North         East    Units  Estimated Accuracy
 AX2099;SPC TXSC     - 4,174,990.      742,890.      MT  (+/- 180 meters Scaled)
 AX2099
 AX2099                          SUPERSEDED SURVEY CONTROL
 AX2099
 AX2099  NGVD 29 (??/??/92)   91.086  (m)          298.84   (f) ADJ UNCH    2 0
 AX2099
 AX2099.Superseded values are not recommended for survey control.
 AX2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2099.See file dsdata.txt to determine how the superseded data were derived.
 AX2099
 AX2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT428536(NAD 83)
 AX2099_MARKER: DB = BENCH MARK DISK
 AX2099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2099_SP_SET: BRIDGE
 AX2099_STAMPING: B 849 1943
 AX2099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2099
 AX2099  HISTORY     - Date     Condition        Report By
 AX2099  HISTORY     - 1943     MONUMENTED       CGS
 AX2099  HISTORY     - 1960     MARK NOT FOUND   LOCENG
 AX2099
 AX2099                          STATION DESCRIPTION
 AX2099
 AX2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2099'6.0 MI S FROM COST.
 AX2099'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO.200 AND A GRAVEL ROAD
 AX2099'(2.15 MILES NORTHEAST OF THE SCHOOL BUILDING AT COST), PROCEED 3.85
 AX2099'MILES SOUTHWESTERLY ALONG A GRAVEL ROAD TO A CONCRETE BRIDGE AND SITE
 AX2099'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE WEST
 AX2099'END OF THE WEST WINGWALL OF A 28.0 FOOT CONCRETE BRIDGE OVER A SMALL
 AX2099'CREEK.  IT IS 8.3 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AX2099'THE CENTERLINE OF THE ROAD.
 AX2099
 AX2099                          STATION RECOVERY (1960)
 AX2099
 AX2099'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 AX2099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0249 ***********************************************************************
 CA0249  DESIGNATION -  B 85
 CA0249  PID         -  CA0249
 CA0249  STATE/COUNTY-  TX/MILLS
 CA0249  USGS QUAD   -  MULLIN (1980)
 CA0249
 CA0249                         *CURRENT SURVEY CONTROL
 CA0249  ___________________________________________________________________
 CA0249* NAD 83(1986)-  31 35 21.     (N)    098 42 43.     (W)     SCALED    
 CA0249* NAVD 88     -       434.111  (meters)    1424.25   (feet)  ADJUSTED  
 CA0249  ___________________________________________________________________
 CA0249  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CA0249  DYNAMIC HT  -         433.544 (meters)    1422.39  (feet)  COMP
 CA0249  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 CA0249
 CA0249  VERT ORDER  -  FIRST     CLASS II
 CA0249
 CA0249.The horizontal coordinates were scaled from a topographic map and have
 CA0249.an estimated accuracy of +/- 6 seconds.
 CA0249
 CA0249.The orthometric height was determined by differential leveling
 CA0249.and adjusted by the National Geodetic Survey in June 1991..
 CA0249
 CA0249.The geoid height was determined by GEOID03.
 CA0249
 CA0249.The dynamic height is computed by dividing the NAVD 88
 CA0249.geopotential number by the normal gravity value computed on the
 CA0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0249.degrees latitude (g = 980.6199 gals.).
 CA0249
 CA0249.The modeled gravity was interpolated from observed gravity values.
 CA0249
 CA0249;                    North         East    Units  Estimated Accuracy
 CA0249;SPC TX C     - 3,214,250.      853,870.      MT  (+/- 180 meters Scaled)
 CA0249
 CA0249                          SUPERSEDED SURVEY CONTROL
 CA0249
 CA0249  NGVD 29 (??/??/92)  434.019  (m)         1423.94   (f) ADJ UNCH    1 2
 CA0249
 CA0249.Superseded values are not recommended for survey control.
 CA0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0249.See file dsdata.txt to determine how the superseded data were derived.
 CA0249
 CA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV273949(NAD 83)
 CA0249_MARKER: DB = BENCH MARK DISK
 CA0249_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 CA0249_SP_SET: ROCK
 CA0249_MARK LOGO: CGS   
 CA0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0249
 CA0249  HISTORY     - Date     Condition        Report By
 CA0249  HISTORY     - UNK      MONUMENTED       CGS
 CA0249  HISTORY     - 1932     GOOD             NGS
 CA0249  HISTORY     - 1934     GOOD             NGS
 CA0249  HISTORY     - 1983     GOOD             NGS
 CA0249
 CA0249                          STATION DESCRIPTION
 CA0249
 CA0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0249'3.5 MI N FROM MULLEN.
 CA0249'ON THE G.C. AND SANTA FE R.R., DISK IN SOLID ROCK 30 FEET SOUTH OF THE
 CA0249'TRACK, 4 RAILS NORTHWEST OF TILE CULVERT NO. 327-A, 30 FEET NORTHWEST
 CA0249'OF TELEGRAPH POLE, 7 POLES NORTH OF MILE POLE NO. 327.
 CA0249
 CA0249                          STATION RECOVERY (1934)
 CA0249
 CA0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0249'RECOVERED IN GOOD CONDITION.
 CA0249
 CA0249                          STATION RECOVERY (1983)
 CA0249
 CA0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0249'RECOVERED THIS DATE.  NOTE, NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0213 ***********************************************************************
 AX0213  DESIGNATION -  B 850
 AX0213  PID         -  AX0213
 AX0213  STATE/COUNTY-  TX/COLORADO
 AX0213  USGS QUAD   -  ALTAIR (1981)
 AX0213
 AX0213                         *CURRENT SURVEY CONTROL
 AX0213  ___________________________________________________________________
 AX0213* NAD 83(1986)-  29 32 20.     (N)    096 26 54.     (W)     SCALED    
 AX0213* NAVD 88     -        52.67   (+/-2cm)     172.8    (feet)  VERTCON   
 AX0213  ___________________________________________________________________
 AX0213  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0213
 AX0213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0213
 AX0213.The horizontal coordinates were scaled from a topographic map and have
 AX0213.an estimated accuracy of +/- 6 seconds.
 AX0213
 AX0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0213.The vertical order pertains to the NGVD 29 superseded value.
 AX0213
 AX0213.The geoid height was determined by GEOID03.
 AX0213
 AX0213;                    North         East    Units  Estimated Accuracy
 AX0213;SPC TXSC     - 4,191,720.      847,280.      MT  (+/- 180 meters Scaled)
 AX0213
 AX0213                          SUPERSEDED SURVEY CONTROL
 AX0213
 AX0213  NGVD 29 (??/??/92)   52.659  (m)          172.77   (f) ADJ UNCH    2 0
 AX0213
 AX0213.Superseded values are not recommended for survey control.
 AX0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0213.See file dsdata.txt to determine how the superseded data were derived.
 AX0213
 AX0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT472704(NAD 83)
 AX0213_MARKER: DB = BENCH MARK DISK
 AX0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0213_SP_SET: BRIDGE
 AX0213_STAMPING: B 850 1943
 AX0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0213
 AX0213  HISTORY     - Date     Condition        Report By
 AX0213  HISTORY     - 1943     MONUMENTED       CGS
 AX0213
 AX0213                          STATION DESCRIPTION
 AX0213
 AX0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0213'2.5 MI SE FROM ALTAIR.
 AX0213'0.4 MI. W. ALONG STATE HIGHWAY NO. 200 FROM THE P.O. AT ALTAIR, 2.1
 AX0213'MI. S.E. ALONG STATE HIGHWAY NO. 71, SET IN THE TOP OF THE S.W. CORNER
 AX0213'OF THE N.W. WINGWALL OF THE LARGE CONCRETE BRIDGE, 13.7 FEET S.W. OF
 AX0213'THE CENTERLINE OF THE HIGHWAY, 1.5 FEET S.W. OF THE W. CONCRETE GUARD
 AX0213'RAIL POST ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0501 ***********************************************************************
 AX0501  DESIGNATION -  B 852
 AX0501  PID         -  AX0501
 AX0501  STATE/COUNTY-  TX/WHARTON
 AX0501  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0501
 AX0501                         *CURRENT SURVEY CONTROL
 AX0501  ___________________________________________________________________
 AX0501* NAD 83(1986)-  29 13 48.     (N)    096 23 44.     (W)     SCALED    
 AX0501* NAVD 88     -        32.60   (+/-2cm)     107.0    (feet)  VERTCON   
 AX0501  ___________________________________________________________________
 AX0501  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0501
 AX0501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0501
 AX0501.The horizontal coordinates were scaled from a topographic map and have
 AX0501.an estimated accuracy of +/- 6 seconds.
 AX0501
 AX0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0501.The vertical order pertains to the NGVD 29 superseded value.
 AX0501
 AX0501.The geoid height was determined by GEOID03.
 AX0501
 AX0501;                    North         East    Units  Estimated Accuracy
 AX0501;SPC TXSC     - 4,157,610.      853,160.      MT  (+/- 180 meters Scaled)
 AX0501
 AX0501                          SUPERSEDED SURVEY CONTROL
 AX0501
 AX0501  NGVD 29 (??/??/92)   32.607  (m)          106.98   (f) ADJ UNCH    2 0
 AX0501
 AX0501.Superseded values are not recommended for survey control.
 AX0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0501.See file dsdata.txt to determine how the superseded data were derived.
 AX0501
 AX0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT531362(NAD 83)
 AX0501_MARKER: DB = BENCH MARK DISK
 AX0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0501_SP_SET: BRIDGE
 AX0501_STAMPING: B-852 1943
 AX0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0501
 AX0501  HISTORY     - Date     Condition        Report By
 AX0501  HISTORY     - 1943     MONUMENTED       CGS
 AX0501
 AX0501                          STATION DESCRIPTION
 AX0501
 AX0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0501'8.7 MI N FROM LOUISE.
 AX0501'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE STATION AT
 AX0501'LOUISE, THENCE 8.2 MILES NORTH ALONG THE COUNTY ROAD, SET IN THE
 AX0501'NORTHWEST CORNER OF THE SOUTHWEST WALL OF THE LARGE CONCRETE BRIDGE,
 AX0501'105 FEET SOUTHEAST OF THE CENTER-LINE OF THE ROAD LEADING SOUTHWEST,20
 AX0501'FEET SOUTHWEST OF THE CENTER-LINE OF THE NORTHWEST-AND-SOUTHEAST ROAD,
 AX0501'1.4 FEET ABOVE ROAD.  BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0710 ***********************************************************************
 AX0710  DESIGNATION -  B 853
 AX0710  PID         -  AX0710
 AX0710  STATE/COUNTY-  TX/JACKSON
 AX0710  USGS QUAD   -  GANADO (1981)
 AX0710
 AX0710                         *CURRENT SURVEY CONTROL
 AX0710  ___________________________________________________________________
 AX0710* NAD 83(1986)-  29 06 00.     (N)    096 31 09.     (W)     SCALED    
 AX0710* NAVD 88     -        24.46   (+/-2cm)      80.2    (feet)  VERTCON   
 AX0710  ___________________________________________________________________
 AX0710  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0710
 AX0710  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0710
 AX0710.The horizontal coordinates were scaled from a topographic map and have
 AX0710.an estimated accuracy of +/- 6 seconds.
 AX0710
 AX0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0710.The vertical order pertains to the NGVD 29 superseded value.
 AX0710
 AX0710.The geoid height was determined by GEOID03.
 AX0710
 AX0710;                    North         East    Units  Estimated Accuracy
 AX0710;SPC TXSC     - 4,142,940.      841,450.      MT  (+/- 180 meters Scaled)
 AX0710
 AX0710                          SUPERSEDED SURVEY CONTROL
 AX0710
 AX0710  NGVD 29 (??/??/92)   24.47   (m)           80.3    (f) COMPUTED    2 0
 AX0710
 AX0710.Superseded values are not recommended for survey control.
 AX0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0710.See file dsdata.txt to determine how the superseded data were derived.
 AX0710
 AX0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT414216(NAD 83)
 AX0710_MARKER: DB = BENCH MARK DISK
 AX0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0710_STAMPING: B-853 1943
 AX0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0710+STABILITY: SURFACE MOTION
 AX0710
 AX0710  HISTORY     - Date     Condition        Report By
 AX0710  HISTORY     - 1943     MONUMENTED       CGS
 AX0710  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0710
 AX0710                          STATION DESCRIPTION
 AX0710
 AX0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0710'4.3 MI N FROM GANADO.
 AX0710'0.3 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0710'STATION AT GANADO.  THENCE 4.0 MILES NORTH ALONG THE COUNTY ROAD, SET
 AX0710'AT THE NORTHEAST CORNER OF A FIELD, 82 FEET NORTH OF THE CENTER-LINE
 AX0710'OF A SIDE ROAD LEADING WEST INTO THE RICE FIELD, 31 FEET WEST OF THE
 AX0710'CENTER-LINE OF THE MAIN ROAD, 4.7 FEET SOUTHWEST OF THE 3-WAY CORNER
 AX0710'FENCE POST, 1.9 FEET SOUTH OF REFERENCE POST.  BENCH MARK DISK SET IN
 AX0710'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 AX0710
 AX0710                          STATION RECOVERY (1998)
 AX0710
 AX0710'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0711 ***********************************************************************
 AX0711  DESIGNATION -  B 853 RESET 1950
 AX0711  PID         -  AX0711
 AX0711  STATE/COUNTY-  TX/JACKSON
 AX0711  USGS QUAD   -  GANADO (1981)
 AX0711
 AX0711                         *CURRENT SURVEY CONTROL
 AX0711  ___________________________________________________________________
 AX0711* NAD 83(1986)-  29 06 00.     (N)    096 31 09.     (W)     SCALED    
 AX0711* NAVD 88     -        24.54   (+/-2cm)      80.5    (feet)  VERTCON   
 AX0711  ___________________________________________________________________
 AX0711  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0711
 AX0711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0711
 AX0711.The horizontal coordinates were scaled from a topographic map and have
 AX0711.an estimated accuracy of +/- 6 seconds.
 AX0711
 AX0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0711.The vertical order pertains to the NGVD 29 superseded value.
 AX0711
 AX0711.The geoid height was determined by GEOID03.
 AX0711
 AX0711;                    North         East    Units  Estimated Accuracy
 AX0711;SPC TXSC     - 4,142,940.      841,450.      MT  (+/- 180 meters Scaled)
 AX0711
 AX0711                          SUPERSEDED SURVEY CONTROL
 AX0711
 AX0711  NGVD 29 (??/??/92)   24.547  (m)           80.53   (f) ADJ UNCH    2 0
 AX0711
 AX0711.Superseded values are not recommended for survey control.
 AX0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0711.See file dsdata.txt to determine how the superseded data were derived.
 AX0711
 AX0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT414216(NAD 83)
 AX0711_MARKER: DB = BENCH MARK DISK
 AX0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0711_STAMPING: B 853 RESET 1950
 AX0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0711+STABILITY: SURFACE MOTION
 AX0711
 AX0711  HISTORY     - Date     Condition        Report By
 AX0711  HISTORY     - 1950     MONUMENTED       CGS
 AX0711  HISTORY     - 1972     GOOD             NGS
 AX0711  HISTORY     - 19980725 GOOD             USPSQD
 AX0711
 AX0711                          STATION DESCRIPTION
 AX0711
 AX0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0711'4.05 MI N FROM GANADO.
 AX0711'ABOUT 4.05 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0711'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, 0.5 MILE SOUTH OF THE
 AX0711'JUNCTION OF GALLON ROAD WHICH LEADS WEST, AT THE JUNCTION OF A
 AX0711'DRIVEWAY WHICH LEADS WEST TO A WINDMILL AND WELL, 41 FEET WEST OF THE
 AX0711'CENTER LINE OF THE ROAD, 11 FEET NORTH OF THE DRIVEWAY, 2 FEET EAST OF
 AX0711'A CORNER FENCE POST, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 AX0711'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 AX0711'PROJECTS 2 INCHES.
 AX0711
 AX0711                          STATION RECOVERY (1998)
 AX0711
 AX0711'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0892 ***********************************************************************
 AX0892  DESIGNATION -  B 854
 AX0892  PID         -  AX0892
 AX0892  STATE/COUNTY-  TX/JACKSON
 AX0892  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0892
 AX0892                         *CURRENT SURVEY CONTROL
 AX0892  ___________________________________________________________________
 AX0892* NAD 83(1986)-  29 06 54.     (N)    096 37 43.     (W)     SCALED    
 AX0892* NAVD 88     -        28.30   (+/-2cm)      92.8    (feet)  VERTCON   
 AX0892  ___________________________________________________________________
 AX0892  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0892
 AX0892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0892
 AX0892.The horizontal coordinates were scaled from a topographic map and have
 AX0892.an estimated accuracy of +/- 6 seconds.
 AX0892
 AX0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0892.The vertical order pertains to the NGVD 29 superseded value.
 AX0892
 AX0892.The geoid height was determined by GEOID03.
 AX0892
 AX0892;                    North         East    Units  Estimated Accuracy
 AX0892;SPC TXSC     - 4,144,380.      830,760.      MT  (+/- 180 meters Scaled)
 AX0892
 AX0892                          SUPERSEDED SURVEY CONTROL
 AX0892
 AX0892  NGVD 29 (??/??/92)   28.30   (m)           92.8    (f) COMPUTED    2 0
 AX0892
 AX0892.Superseded values are not recommended for survey control.
 AX0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0892.See file dsdata.txt to determine how the superseded data were derived.
 AX0892
 AX0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT307230(NAD 83)
 AX0892_MARKER: DB = BENCH MARK DISK
 AX0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0892_STAMPING: B 854 1943
 AX0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0892+STABILITY: SURFACE MOTION
 AX0892
 AX0892  HISTORY     - Date     Condition        Report By
 AX0892  HISTORY     - 1943     MONUMENTED       CGS
 AX0892
 AX0892                          STATION DESCRIPTION
 AX0892
 AX0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0892'1.3 MI S FROM CORDELE.
 AX0892'1.3 MI. S. ALONG THE PAVED COUNTY ROAD FROM THE P.O. AT CORDELE, SET
 AX0892'AT A T ROAD, 39 FEET E. OF THE CENTERLINE OF THE PAVED ROAD, 18 FEET
 AX0892'S. OF THE CENTERLINE OF THE ROAD LEADING E., 10 FEET E. OF THE CORNER
 AX0892'FENCE POST, 1.8 FEET S. OF THE FENCE, 2.2 FEET W. OF THE REFERENCE
 AX0892'POST.  PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0893 ***********************************************************************
 AX0893  DESIGNATION -  B 854 RESET 1969
 AX0893  PID         -  AX0893
 AX0893  STATE/COUNTY-  TX/JACKSON
 AX0893  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0893
 AX0893                         *CURRENT SURVEY CONTROL
 AX0893  ___________________________________________________________________
 AX0893* NAD 83(1986)-  29 06 54.     (N)    096 37 43.     (W)     SCALED    
 AX0893* NAVD 88     -        28.24   (+/-2cm)      92.7    (feet)  VERTCON   
 AX0893  ___________________________________________________________________
 AX0893  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0893
 AX0893  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0893
 AX0893.The horizontal coordinates were scaled from a topographic map and have
 AX0893.an estimated accuracy of +/- 6 seconds.
 AX0893
 AX0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0893.The vertical order pertains to the NGVD 29 superseded value.
 AX0893
 AX0893.The geoid height was determined by GEOID03.
 AX0893
 AX0893;                    North         East    Units  Estimated Accuracy
 AX0893;SPC TXSC     - 4,144,380.      830,760.      MT  (+/- 180 meters Scaled)
 AX0893
 AX0893                          SUPERSEDED SURVEY CONTROL
 AX0893
 AX0893  NGVD 29 (??/??/92)   28.248  (m)           92.68   (f) ADJ UNCH    2 0
 AX0893
 AX0893.Superseded values are not recommended for survey control.
 AX0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0893.See file dsdata.txt to determine how the superseded data were derived.
 AX0893
 AX0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT307230(NAD 83)
 AX0893_MARKER: DB = BENCH MARK DISK
 AX0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0893_STAMPING: B 854 RESET 1969
 AX0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0893+STABILITY: SURFACE MOTION
 AX0893
 AX0893  HISTORY     - Date     Condition        Report By
 AX0893  HISTORY     - 1969     MONUMENTED       CGS
 AX0893  HISTORY     - 1972     GOOD             NGS
 AX0893
 AX0893                          STATION DESCRIPTION
 AX0893
 AX0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0893'1.5 MI S FROM CORDELE.
 AX0893'ABOUT 1.5 MILES SOUTH ALONG FARM TO MARKET ROAD NO. 530 FROM THE
 AX0893'METHODIST CHURCH AT CORDELE, AT THE JUNCTION OF BAGBY ROAD LEADING
 AX0893'EAST, 96 FEET EAST OF THE CENTER LINE OF THE FARM TO MARKET ROAD, 18
 AX0893'FEET SOUTH OF THE CENTER LINE OF BAGBY ROAD, 5 FEET WEST OF A POWER
 AX0893'LINE POLE, 3 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 2.4
 AX0893'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 AX0893'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF
 AX0893'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1756 ***********************************************************************
 AX1756  DESIGNATION -  B 855
 AX1756  PID         -  AX1756
 AX1756  STATE/COUNTY-  TX/GONZALES
 AX1756  USGS QUAD   -  CHEAPSIDE (1987)
 AX1756
 AX1756                         *CURRENT SURVEY CONTROL
 AX1756  ___________________________________________________________________
 AX1756* NAD 83(1986)-  29 18 56.     (N)    097 26 11.     (W)     SCALED    
 AX1756* NAVD 88     -        84.77   (+/-2cm)     278.1    (feet)  VERTCON   
 AX1756  ___________________________________________________________________
 AX1756  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AX1756
 AX1756  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1756
 AX1756.The horizontal coordinates were scaled from a topographic map and have
 AX1756.an estimated accuracy of +/- 6 seconds.
 AX1756
 AX1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1756.The vertical order pertains to the NGVD 29 superseded value.
 AX1756
 AX1756.The geoid height was determined by GEOID03.
 AX1756
 AX1756;                    North         East    Units  Estimated Accuracy
 AX1756;SPC TXSC     - 4,165,290.      751,870.      MT  (+/- 180 meters Scaled)
 AX1756
 AX1756                          SUPERSEDED SURVEY CONTROL
 AX1756
 AX1756  NGVD 29 (??/??/92)   84.749  (m)          278.05   (f) ADJ UNCH    2 0
 AX1756
 AX1756.Superseded values are not recommended for survey control.
 AX1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1756.See file dsdata.txt to determine how the superseded data were derived.
 AX1756
 AX1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT518439(NAD 83)
 AX1756_MARKER: DB = BENCH MARK DISK
 AX1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1756_STAMPING: B 855 1943
 AX1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1756+STABILITY: SURFACE MOTION
 AX1756
 AX1756  HISTORY     - Date     Condition        Report By
 AX1756  HISTORY     - 1943     MONUMENTED       CGS
 AX1756
 AX1756                          STATION DESCRIPTION
 AX1756
 AX1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1756'3.9 MI NW FROM CHEAPSIDE.
 AX1756'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 3.9 MI. N.W. ALONG A DIRT
 AX1756'ROAD TO THE SOUTH SLOPE OF A LONG HILL AND SITE OF BENCH MARK. BENCH
 AX1756'MARK IS 0.5 MI. S. OF THE INTERSECTION OF A DIRT ROAD LEADING E. IT IS
 AX1756'24.6 FEET W. OF AND ABOUT 2 FEET ABOVE THE CENTERLINE OF THE ROAD, 6
 AX1756'FEET W. OF THE W. RIGHT-OF-WAY FENCE AND 2.9 FEET S. OF A 4X4 INCH
 AX1756'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1902 ***********************************************************************
 AX1902  DESIGNATION -  B 856
 AX1902  PID         -  AX1902
 AX1902  STATE/COUNTY-  TX/KARNES
 AX1902  USGS QUAD   -  ECLETO (1987)
 AX1902
 AX1902                         *CURRENT SURVEY CONTROL
 AX1902  ___________________________________________________________________
 AX1902* NAD 83(1986)-  29 04 53.     (N)    097 47 21.     (W)     SCALED    
 AX1902* NAVD 88     -        97.17   (+/-2cm)     318.8    (feet)  VERTCON   
 AX1902  ___________________________________________________________________
 AX1902  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AX1902
 AX1902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1902
 AX1902.The horizontal coordinates were scaled from a topographic map and have
 AX1902.an estimated accuracy of +/- 6 seconds.
 AX1902
 AX1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1902.The vertical order pertains to the NGVD 29 superseded value.
 AX1902
 AX1902.The geoid height was determined by GEOID03.
 AX1902
 AX1902;                    North         East    Units  Estimated Accuracy
 AX1902;SPC TXSC     - 4,138,930.      717,870.      MT  (+/- 180 meters Scaled)
 AX1902
 AX1902                          SUPERSEDED SURVEY CONTROL
 AX1902
 AX1902  NGVD 29 (??/??/92)   97.133  (m)          318.68   (f) ADJ UNCH    2 0
 AX1902
 AX1902.Superseded values are not recommended for survey control.
 AX1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1902.See file dsdata.txt to determine how the superseded data were derived.
 AX1902
 AX1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT178176(NAD 83)
 AX1902_MARKER: DB = BENCH MARK DISK
 AX1902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1902_SP_SET: CULVERT
 AX1902_STAMPING: B 856 1943
 AX1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1902
 AX1902  HISTORY     - Date     Condition        Report By
 AX1902  HISTORY     - 1943     MONUMENTED       CGS
 AX1902  HISTORY     - 20050405 GOOD             USPSQD
 AX1902
 AX1902                          STATION DESCRIPTION
 AX1902
 AX1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1902'9.5 MI N FROM HELENA.
 AX1902'TO REACH FROM THE FOUR CORNERS AT HELENA, PROCEED 9.5 MILES NORTHERLY
 AX1902'ALONG STATE HIGHWAY NO. 80 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1902'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH END OF
 AX1902'THE EAST HEADWALL OF A 2X6 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1902'HIGHWAY.  IT IS 0.2 MILE SOUTH OF THE SOUTH END OF A ROADSIDE PARK,
 AX1902'14.3 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1902'THE HIGHWAY.
 AX1902
 AX1902                          STATION RECOVERY (2005)
 AX1902
 AX1902'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AX1902'SET WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1903 ***********************************************************************
 AX1903  DESIGNATION -  B 856 RESET 1971
 AX1903  PID         -  AX1903
 AX1903  STATE/COUNTY-  TX/KARNES
 AX1903  USGS QUAD   -  ECLETO (1987)
 AX1903
 AX1903                         *CURRENT SURVEY CONTROL
 AX1903  ___________________________________________________________________
 AX1903* NAD 83(1986)-  29 04 53.     (N)    097 47 21.     (W)     SCALED    
 AX1903* NAVD 88     -        96.89   (+/-2cm)     317.9    (feet)  VERTCON   
 AX1903  ___________________________________________________________________
 AX1903  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AX1903
 AX1903  VERT ORDER  -  THIRD (See Below)
 AX1903
 AX1903.The horizontal coordinates were scaled from a topographic map and have
 AX1903.an estimated accuracy of +/- 6 seconds.
 AX1903
 AX1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1903.The vertical order pertains to the NGVD 29 superseded value.
 AX1903
 AX1903.The geoid height was determined by GEOID03.
 AX1903
 AX1903;                    North         East    Units  Estimated Accuracy
 AX1903;SPC TXSC     - 4,138,930.      717,870.      MT  (+/- 180 meters Scaled)
 AX1903
 AX1903                          SUPERSEDED SURVEY CONTROL
 AX1903
 AX1903  NGVD 29 (01/29/03)   96.86   (m)          317.8    (f) RESET       3  
 AX1903
 AX1903.Superseded values are not recommended for survey control.
 AX1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1903.See file dsdata.txt to determine how the superseded data were derived.
 AX1903
 AX1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT178176(NAD 83)
 AX1903_MARKER: DB = BENCH MARK DISK
 AX1903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1903_SP_SET: CULVERT
 AX1903_STAMPING: B 856 RESET 1971
 AX1903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1903+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AX1903
 AX1903  HISTORY     - Date     Condition        Report By
 AX1903  HISTORY     - 1971     MONUMENTED       TXHD
 AX1903  HISTORY     - 1972     GOOD             TXHD
 AX1903  HISTORY     - 20040917 GOOD             USPSQD
 AX1903
 AX1903                          STATION DESCRIPTION
 AX1903
 AX1903'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1903'3.5 MI S FROM GILLETT.
 AX1903'ABOUT 3.5 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE INTERSECTION OF
 AX1903'STATE HIGHWAY 119 IN GILLETT, KARNES COUNTY, IN THE TOP OF THE EAST
 AX1903'HEADWALL OF A 5- BY 2- FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 6
 AX1903'FEET FROM THE NORTH END OF THE EAST HEADWALL, 42.0 FEET EAST OF THE
 AX1903'CENTERLINE OF THE HIGHWAY, AND ABOUT THREE FEET BELOW THE HIGHWAY.
 AX1903
 AX1903                          STATION RECOVERY (2004)
 AX1903
 AX1903'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AX1903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1931 ***********************************************************************
 AX1931  DESIGNATION -  B 857
 AX1931  PID         -  AX1931
 AX1931  STATE/COUNTY-  TX/KARNES
 AX1931  USGS QUAD   -  KOSCIUSKO (1987)
 AX1931
 AX1931                         *CURRENT SURVEY CONTROL
 AX1931  ___________________________________________________________________
 AX1931* NAD 83(1986)-  29 04 35.     (N)    097 53 25.     (W)     SCALED    
 AX1931* NAVD 88     -       125.43   (+/-2cm)     411.5    (feet)  VERTCON   
 AX1931  ___________________________________________________________________
 AX1931  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AX1931
 AX1931  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1931
 AX1931.The horizontal coordinates were scaled from a topographic map and have
 AX1931.an estimated accuracy of +/- 6 seconds.
 AX1931
 AX1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1931.The vertical order pertains to the NGVD 29 superseded value.
 AX1931
 AX1931.The geoid height was determined by GEOID03.
 AX1931
 AX1931;                    North         East    Units  Estimated Accuracy
 AX1931;SPC TXSC     - 4,138,280.      708,040.      MT  (+/- 180 meters Scaled)
 AX1931
 AX1931                          SUPERSEDED SURVEY CONTROL
 AX1931
 AX1931  NGVD 29 (??/??/92)  125.387  (m)          411.37   (f) ADJ UNCH    2 0
 AX1931
 AX1931.Superseded values are not recommended for survey control.
 AX1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1931.See file dsdata.txt to determine how the superseded data were derived.
 AX1931
 AX1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT080169(NAD 83)
 AX1931_MARKER: DB = BENCH MARK DISK
 AX1931_SETTING: 66 = SET IN ROCK OUTCROP
 AX1931_SP_SET: ROCK OUTCROP
 AX1931_STAMPING: B 857 1943
 AX1931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX1931+STABILITY: POSITION/ELEVATION WELL
 AX1931
 AX1931  HISTORY     - Date     Condition        Report By
 AX1931  HISTORY     - 1943     MONUMENTED       CGS
 AX1931
 AX1931                          STATION DESCRIPTION
 AX1931
 AX1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1931'4.65 MI SW FROM HYATT SCHOOL NO. 1.
 AX1931'TO REACH FROM THE HYATT SCHOOL NO. 1 (4.6 MILES SOUTHWEST OF THE POST
 AX1931'OFFICE AT GILLETT), PROCEED 4.65 MILES SOUTHWESTERLY ALONG A DIRT ROAD
 AX1931'TO THE TOP OF A STEEP ROCKY HILL AND SITE OF BENCH MARK.  BENCH MARK
 AX1931'IS SET HORIZONTALLY IN THE TOP OF A LARGE SAND STONE ROCK OUTCROP. IT
 AX1931'IS 47.3 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1931'CENTERLINE OF THE ROAD, 27.7 FEET SOUTHEAST OF THE SOUTEAST
 AX1931'RIGHT-OF-WAY FENCE AND 18.7 FEET EAST OF A TRIANGULAR BLASE ON A 1.0
 AX1931'FOOT OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1960 ***********************************************************************
 AX1960  DESIGNATION -  B 858
 AX1960  PID         -  AX1960
 AX1960  STATE/COUNTY-  TX/DE WITT
 AX1960  USGS QUAD   -  NEW DAVY (1987)
 AX1960
 AX1960                         *CURRENT SURVEY CONTROL
 AX1960  ___________________________________________________________________
 AX1960* NAD 83(1986)-  29 00 56.     (N)    097 31 41.     (W)     SCALED    
 AX1960* NAVD 88     -        93.36   (+/-2cm)     306.3    (feet)  VERTCON   
 AX1960  ___________________________________________________________________
 AX1960  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AX1960
 AX1960  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1960
 AX1960.The horizontal coordinates were scaled from a topographic map and have
 AX1960.an estimated accuracy of +/- 6 seconds.
 AX1960
 AX1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1960.The vertical order pertains to the NGVD 29 superseded value.
 AX1960
 AX1960.The geoid height was determined by GEOID03.
 AX1960
 AX1960;                    North         East    Units  Estimated Accuracy
 AX1960;SPC TXSC     - 4,131,920.      743,380.      MT  (+/- 180 meters Scaled)
 AX1960
 AX1960                          SUPERSEDED SURVEY CONTROL
 AX1960
 AX1960  NGVD 29 (??/??/92)   93.352  (m)          306.27   (f) ADJ UNCH    2 0
 AX1960
 AX1960.Superseded values are not recommended for survey control.
 AX1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1960.See file dsdata.txt to determine how the superseded data were derived.
 AX1960
 AX1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT433106(NAD 83)
 AX1960_MARKER: DB = BENCH MARK DISK
 AX1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1960_STAMPING: B 858 1943
 AX1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1960+STABILITY: SURFACE MOTION
 AX1960
 AX1960  HISTORY     - Date     Condition        Report By
 AX1960  HISTORY     - 1943     MONUMENTED       CGS
 AX1960
 AX1960                          STATION DESCRIPTION
 AX1960
 AX1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1960'3.35 MI NW FROM YORKTOWN.
 AX1960'TO REACH FROM THE FIRST NATIONAL BANK AT YORKTOWN, PROCEED 3.35 MILES
 AX1960'NORTHWESTERLY ALONG STATE HIGHWAY NO.119 TO A T FENCE ON THE NORTHEAST
 AX1960'SIDE OF THE HIGHWAY AND SITE OF BENCH MARK.  BENCH MARK IS 0.05
 AX1960'NORTHWEST OF A LARGE WOODEN BRIDGE OVER A CREEK.  IT IS 44.5 FEET
 AX1960'NORTHEAST OF AND ABOUT 3.5 FEET BELOW THE CENTERLINE OF THE HIGHWAY,
 AX1960'3.0 FEET NORTH OF A T FENCE CORNER POST, 3.0 FEET SOUTHEAST OF A 4X4
 AX1960'INCH WHITE WOODEN MARKER POST AND 2.5 FEET NORTHEAST OF THE NORTHEAST
 AX1960'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1978 ***********************************************************************
 AX1978  DESIGNATION -  B 859
 AX1978  PID         -  AX1978
 AX1978  STATE/COUNTY-  TX/DE WITT
 AX1978  USGS QUAD   -  GARFIELD (1987)
 AX1978
 AX1978                         *CURRENT SURVEY CONTROL
 AX1978  ___________________________________________________________________
 AX1978* NAD 83(1986)-  29 02 45.     (N)    097 39 10.     (W)     SCALED    
 AX1978* NAVD 88     -       125.71   (+/-2cm)     412.4    (feet)  VERTCON   
 AX1978  ___________________________________________________________________
 AX1978  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AX1978
 AX1978  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1978
 AX1978.The horizontal coordinates were scaled from a topographic map and have
 AX1978.an estimated accuracy of +/- 6 seconds.
 AX1978
 AX1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1978.The vertical order pertains to the NGVD 29 superseded value.
 AX1978
 AX1978.The geoid height was determined by GEOID03.
 AX1978
 AX1978;                    North         East    Units  Estimated Accuracy
 AX1978;SPC TXSC     - 4,135,130.      731,200.      MT  (+/- 180 meters Scaled)
 AX1978
 AX1978                          SUPERSEDED SURVEY CONTROL
 AX1978
 AX1978  NGVD 29 (??/??/92)  125.683  (m)          412.35   (f) ADJ UNCH    2 0
 AX1978
 AX1978.Superseded values are not recommended for survey control.
 AX1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1978.See file dsdata.txt to determine how the superseded data were derived.
 AX1978
 AX1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT311138(NAD 83)
 AX1978_MARKER: DB = BENCH MARK DISK
 AX1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1978_STAMPING: B 859 1943
 AX1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1978+STABILITY: SURFACE MOTION
 AX1978
 AX1978  HISTORY     - Date     Condition        Report By
 AX1978  HISTORY     - 1943     MONUMENTED       CGS
 AX1978
 AX1978                          STATION DESCRIPTION
 AX1978
 AX1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1978'4.0 MI S FROM DAVY.
 AX1978'TO REACH FROM THE ONLY COTTON GIN AT DAVY, PROCEED 0.25 MILE WESTERLY
 AX1978'ALONG A GRAVEL ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING SOUTH,
 AX1978'THENCE 3.75 MILES SOUTHERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.
 AX1978'BENCH MARK IS 0.2 MILE NORTH OF THE INTERSECTION OF A CALICHE ROAD
 AX1978'LEADING EAST TO YORKTOWN.  IT IS 28.8 FEET SOUTH OF THE CENTERLINE OF
 AX1978'A GATE ENTRANCE TO A FARM YARD, 24.2 FEET EAST OF AND ABOUT THE SAME
 AX1978'ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF A 4X4 INCH
 AX1978'WHITE WOODEN MARKER POST AND 2.2 FEET EAST OF THE EAST RIGHT-OF-WAY
 AX1978'FENCE.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1227 ***********************************************************************
 BY1227  DESIGNATION -  B 86
 BY1227  PID         -  BY1227
 BY1227  STATE/COUNTY-  TX/HOUSTON
 BY1227  USGS QUAD   -  PERCILLA (1982)
 BY1227
 BY1227                         *CURRENT SURVEY CONTROL
 BY1227  ___________________________________________________________________
 BY1227* NAD 83(1986)-  31 33 00.     (N)    095 29 12.     (W)     SCALED    
 BY1227* NAVD 88     -       148.76   (+/-2cm)     488.1    (feet)  VERTCON   
 BY1227  ___________________________________________________________________
 BY1227  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY1227
 BY1227  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1227
 BY1227.The horizontal coordinates were scaled from a topographic map and have
 BY1227.an estimated accuracy of +/- 6 seconds.
 BY1227
 BY1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1227.The vertical order pertains to the NGVD 29 superseded value.
 BY1227
 BY1227.The geoid height was determined by GEOID03.
 BY1227
 BY1227;                    North         East    Units  Estimated Accuracy
 BY1227;SPC TX C     - 3,218,800.    1,160,020.      MT  (+/- 180 meters Scaled)
 BY1227
 BY1227                          SUPERSEDED SURVEY CONTROL
 BY1227
 BY1227  NGVD 29 (??/??/92)  148.756  (m)          488.04   (f) ADJ UNCH    1 2
 BY1227
 BY1227.Superseded values are not recommended for survey control.
 BY1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1227.See file dsdata.txt to determine how the superseded data were derived.
 BY1227
 BY1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ639932(NAD 83)
 BY1227_MARKER: DB = BENCH MARK DISK
 BY1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1227_STAMPING: 488.090 B 86 1932
 BY1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1227+STABILITY: SURFACE MOTION
 BY1227
 BY1227  HISTORY     - Date     Condition        Report By
 BY1227  HISTORY     - 1932     MONUMENTED       CGS
 BY1227  HISTORY     - 1942     GOOD             NGS
 BY1227  HISTORY     - 1960     MARK NOT FOUND   NGS
 BY1227
 BY1227                          STATION DESCRIPTION
 BY1227
 BY1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BY1227'1.8 MI SE FROM SALMON.
 BY1227'IN HOUSTON COUNTY, 1.8 MILES SOUTHEAST ALONG THE INTERNATIONAL-GREAT
 BY1227'NORTHERN RAILROAD FROM THE STATION SIGN AT SALMON, ANDERSON COUNTY 2
 BY1227'3/4 POLES SOUTHEAST OF MILEPOST 20 50 FEET NORTHWEST OF A ROAD
 BY1227'CROSSING, 80 FEET WEST OF STATE HIGHWAY 45 50 FEET NORTHEAST OF THE
 BY1227'TRACK, AND AT A FENCE LINE.  A STANDARD DISK STAMPED 488.090 B 86 1932
 BY1227'AND SET IN THE TOP OF A CONCRETE POST.
 BY1227
 BY1227                          STATION RECOVERY (1960)
 BY1227
 BY1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0739 ***********************************************************************
 AX0739  DESIGNATION -  B 860
 AX0739  PID         -  AX0739
 AX0739  STATE/COUNTY-  TX/LAVACA
 AX0739  USGS QUAD   -  SHERIDAN (1981)
 AX0739
 AX0739                         *CURRENT SURVEY CONTROL
 AX0739  ___________________________________________________________________
 AX0739* NAD 83(1986)-  29 22 37.     (N)    096 39 36.     (W)     SCALED    
 AX0739* NAVD 88     -        58.57   (+/-2cm)     192.2    (feet)  VERTCON   
 AX0739  ___________________________________________________________________
 AX0739  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0739
 AX0739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0739
 AX0739.The horizontal coordinates were scaled from a topographic map and have
 AX0739.an estimated accuracy of +/- 6 seconds.
 AX0739
 AX0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0739.The vertical order pertains to the NGVD 29 superseded value.
 AX0739
 AX0739.The geoid height was determined by GEOID03.
 AX0739
 AX0739;                    North         East    Units  Estimated Accuracy
 AX0739;SPC TXSC     - 4,173,350.      827,130.      MT  (+/- 180 meters Scaled)
 AX0739
 AX0739                          SUPERSEDED SURVEY CONTROL
 AX0739
 AX0739  NGVD 29 (??/??/92)   58.568  (m)          192.15   (f) ADJ UNCH    2 0
 AX0739
 AX0739.Superseded values are not recommended for survey control.
 AX0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0739.See file dsdata.txt to determine how the superseded data were derived.
 AX0739
 AX0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT271520(NAD 83)
 AX0739_MARKER: DB = BENCH MARK DISK
 AX0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0739_STAMPING: B 860 1943
 AX0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0739+STABILITY: SURFACE MOTION
 AX0739
 AX0739  HISTORY     - Date     Condition        Report By
 AX0739  HISTORY     - 1943     MONUMENTED       CGS
 AX0739  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX0739
 AX0739                          STATION DESCRIPTION
 AX0739
 AX0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0739'7 6 MI N FROM PROVIDENT CITY.
 AX0739'6.3 MI.N.ALONG THE PRAIRIE TRAIL FROM THE P.O.AT PROVIDENT CITY, 1.3
 AX0739'MI.N.ALONG THE SHELL OIL CO.ROAD,SET AT A CATTLE GUAR,28 FEET S.W.OF
 AX0739'THE CENTERLINE OF THE ROAD,21.4 FEET S.W.OF THE W.CORNER OF THE
 AX0739'GUARD,1.3 FEET N.W. OF THE FENCE, 1.7 FEET N.E. OF REFEERENCE POST.
 AX0739'PROJECTS 0.4 FOOT.
 AX0739
 AX0739                          STATION RECOVERY (1965)
 AX0739
 AX0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1414 ***********************************************************************
 AN1414  DESIGNATION -  B 861 RESET 2 1974
 AN1414  PID         -  AN1414
 AN1414  STATE/COUNTY-  TX/GOLIAD
 AN1414  USGS QUAD   -  BLANCONIA (1979)
 AN1414
 AN1414                         *CURRENT SURVEY CONTROL
 AN1414  ___________________________________________________________________
 AN1414* NAD 83(1986)-  28 25 43.     (N)    097 24 23.     (W)     SCALED    
 AN1414* NAVD 88     -        28.70   (+/-2cm)      94.2    (feet)  VERTCON   
 AN1414  ___________________________________________________________________
 AN1414  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1414
 AN1414  VERT ORDER  -  THIRD (See Below)
 AN1414
 AN1414.The horizontal coordinates were scaled from a topographic map and have
 AN1414.an estimated accuracy of +/- 6 seconds.
 AN1414
 AN1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1414.The vertical order pertains to the NGVD 29 superseded value.
 AN1414
 AN1414.The geoid height was determined by GEOID03.
 AN1414
 AN1414;                    North         East    Units  Estimated Accuracy
 AN1414;SPC TXSC     - 4,067,040.      756,120.      MT  (+/- 180 meters Scaled)
 AN1414
 AN1414                          SUPERSEDED SURVEY CONTROL
 AN1414
 AN1414  NGVD 29 (01/29/03)   28.80   (m)           94.5    (f) RESET       3  
 AN1414
 AN1414.Superseded values are not recommended for survey control.
 AN1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1414.See file dsdata.txt to determine how the superseded data were derived.
 AN1414
 AN1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS560457(NAD 83)
 AN1414_MARKER: DB = BENCH MARK DISK
 AN1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1414_STAMPING: B 861 RESET 1974
 AN1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1414+STABILITY: SURFACE MOTION
 AN1414
 AN1414  HISTORY     - Date     Condition        Report By
 AN1414  HISTORY     - 1974     MONUMENTED       TXHD
 AN1414
 AN1414                          STATION DESCRIPTION
 AN1414
 AN1414'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1974
 AN1414'2.1 MI N FROM BLANCONIA.
 AN1414'IN GOLIAD COUNTY, 2.1 MILES NORTH ALONG F.M. HWY. 2441 FROM THE
 AN1414'CATHOLIC CHURCH AT BLANCONIA, BEE COUNTY, 51 FEET WEST OF ENGINEERS
 AN1414'CENTERLINE STA. 809+48 OF SAID F.M. HWY., ONE (1) FOOT WEST OF THE
 AN1414'WEST RIGHT-OF-WAY FENCE, TWO (2) FEET SOUTH OF A WHITE WITNESS POST.
 AN1414'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0926 ***********************************************************************
 AN0926  DESIGNATION -  B 862 RESET 1969
 AN0926  PID         -  AN0926
 AN0926  STATE/COUNTY-  TX/GOLIAD
 AN0926  USGS QUAD   -  LIVE OAK LAKE (1987)
 AN0926
 AN0926                         *CURRENT SURVEY CONTROL
 AN0926  ___________________________________________________________________
 AN0926* NAD 83(1986)-  28 36 42.     (N)    097 17 45.     (W)     SCALED    
 AN0926* NAVD 88     -        47.33   (+/-2cm)     155.3    (feet)  VERTCON   
 AN0926  ___________________________________________________________________
 AN0926  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0926
 AN0926  VERT ORDER  -  THIRD (See Below)
 AN0926
 AN0926.The horizontal coordinates were scaled from a topographic map and have
 AN0926.an estimated accuracy of +/- 6 seconds.
 AN0926
 AN0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0926.The vertical order pertains to the NGVD 29 superseded value.
 AN0926
 AN0926.The geoid height was determined by GEOID03.
 AN0926
 AN0926;                    North         East    Units  Estimated Accuracy
 AN0926;SPC TXSC     - 4,087,480.      766,650.      MT  (+/- 180 meters Scaled)
 AN0926
 AN0926                          SUPERSEDED SURVEY CONTROL
 AN0926
 AN0926  NGVD 29 (01/29/03)   47.42   (m)          155.6    (f) RESET       3  
 AN0926
 AN0926.Superseded values are not recommended for survey control.
 AN0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0926.See file dsdata.txt to determine how the superseded data were derived.
 AN0926
 AN0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS666661(NAD 83)
 AN0926_MARKER: DB = BENCH MARK DISK
 AN0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0926_STAMPING: B 862 RESET 1969
 AN0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0926+STABILITY: SURFACE MOTION
 AN0926
 AN0926  HISTORY     - Date     Condition        Report By
 AN0926  HISTORY     - 1969     MONUMENTED       CGS
 AN0926  HISTORY     - 1990     GOOD             USPSQD
 AN0926
 AN0926                          STATION DESCRIPTION
 AN0926
 AN0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AN0926'8.2 MI SE FROM GOLIAD.
 AN0926'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAY 183 AND ALT. 77 FROM THE
 AN0926'JUNCTION OF U.S. HIGHWAYS 183, ALT. 77 AND 59 IN GOLIAD, THENCE 5.65
 AN0926'MILES EAST ALONG STATE HIGHWAY 239 TO SITE OF BENCH MARK.  213 FEET
 AN0926'EAST OF A T-FENCE CORNER THATS ON THE NORTH SIDE OF ROAD AND JUST WEST
 AN0926'OF A METAL GATE, 61 FEET NORTH OF CENTER LINE OF HIGHWAY, 1.5 FEET
 AN0926'NORTHEAST OF A METAL WITNESS POST, AND AT HIGHWAY DEPARTMENT STATION
 AN0926'305 + 54.  A C AND GS DISK SET IN A 10 X 10 INCH CONCRETE POST WHICH
 AN0926'PROJECTS 4 INCHES ABOVE GROUND.  NOTE-- THIS BENCH MARK IS THE AZIMUTH
 AN0926'MARK FOR TRIANGULATION STATION JIM 2 1969.
 AN0926
 AN0926                          STATION RECOVERY (1990)
 AN0926
 AN0926'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1470 ***********************************************************************
 AN1470  DESIGNATION -  B 864
 AN1470  PID         -  AN1470
 AN1470  STATE/COUNTY-  TX/BEE
 AN1470  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1470
 AN1470                         *CURRENT SURVEY CONTROL
 AN1470  ___________________________________________________________________
 AN1470* NAD 83(1986)-  28 23 24.     (N)    097 44 38.     (W)     SCALED    
 AN1470* NAVD 88     -        63.650  (meters)     208.82   (feet)  ADJUSTED  
 AN1470  ___________________________________________________________________
 AN1470  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN1470  DYNAMIC HT  -          63.555 (meters)     208.51  (feet)  COMP
 AN1470  MODELED GRAV-     979,151.6   (mgal)                       NAVD 88
 AN1470
 AN1470  VERT ORDER  -  FIRST     CLASS II
 AN1470
 AN1470.The horizontal coordinates were scaled from a topographic map and have
 AN1470.an estimated accuracy of +/- 6 seconds.
 AN1470
 AN1470.The orthometric height was determined by differential leveling
 AN1470.and adjusted by the National Geodetic Survey in June 1991..
 AN1470
 AN1470.The geoid height was determined by GEOID03.
 AN1470
 AN1470.The dynamic height is computed by dividing the NAVD 88
 AN1470.geopotential number by the normal gravity value computed on the
 AN1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1470.degrees latitude (g = 980.6199 gals.).
 AN1470
 AN1470.The modeled gravity was interpolated from observed gravity values.
 AN1470
 AN1470;                    North         East    Units  Estimated Accuracy
 AN1470;SPC TXSC     - 4,062,360.      723,100.      MT  (+/- 180 meters Scaled)
 AN1470
 AN1470                          SUPERSEDED SURVEY CONTROL
 AN1470
 AN1470  NGVD 29 (??/??/92)   63.643  (m)          208.80   (f) ADJ UNCH    1 2
 AN1470
 AN1470.Superseded values are not recommended for survey control.
 AN1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1470.See file dsdata.txt to determine how the superseded data were derived.
 AN1470
 AN1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS230410(NAD 83)
 AN1470_MARKER: DB = BENCH MARK DISK
 AN1470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1470_SP_SET: BRIDGE
 AN1470_STAMPING: B-864 1943
 AN1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1470
 AN1470  HISTORY     - Date     Condition        Report By
 AN1470  HISTORY     - 1943     MONUMENTED       CGS
 AN1470  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1470
 AN1470                          STATION DESCRIPTION
 AN1470
 AN1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1470'1.0 MI SE FROM BEEVILLE.
 AN1470'1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1470'STATION AT BEEVILLE, ON THE SOUTHWEST SIDE OF THE TRACK FROM THE 1ST.
 AN1470'POLE SOUTHEAST OF MILEPOST NO. 94, SET IN THE NORTHWEST CORNER OF THE
 AN1470'NORTHEAST WALL OF THE HIGHWAY BRIDGE, ABOUT 50 FEET SOUTHWEST OF
 AN1470'RAILROAD BRIDGE NO. 94.01, 11.6 FEET NORTHEAST OF THE CENTER-LINE OF
 AN1470'THE HIGHWAY, 1.1 FEET SOUTHEAST OF THE NORTHWEST END OF THE WALL.  A
 AN1470'BENCH MARK DISK.  US HWY 181 PARALLELS TRACK HERE.
 AN1470
 AN1470                          STATION RECOVERY (1996)
 AN1470
 AN1470'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1471 ***********************************************************************
 AN1471  DESIGNATION -  B 864 RESET 1952
 AN1471  PID         -  AN1471
 AN1471  STATE/COUNTY-  TX/BEE
 AN1471  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1471
 AN1471                         *CURRENT SURVEY CONTROL
 AN1471  ___________________________________________________________________
 AN1471* NAD 83(1986)-  28 23 24.     (N)    097 44 39.     (W)     SCALED    
 AN1471* NAVD 88     -        63.535  (meters)     208.45   (feet)  ADJUSTED  
 AN1471  ___________________________________________________________________
 AN1471  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN1471  DYNAMIC HT  -          63.440 (meters)     208.14  (feet)  COMP
 AN1471  MODELED GRAV-     979,151.6   (mgal)                       NAVD 88
 AN1471
 AN1471  VERT ORDER  -  FIRST     CLASS II
 AN1471
 AN1471.The horizontal coordinates were scaled from a topographic map and have
 AN1471.an estimated accuracy of +/- 6 seconds.
 AN1471
 AN1471.The orthometric height was determined by differential leveling
 AN1471.and adjusted by the National Geodetic Survey in June 1991..
 AN1471
 AN1471.The geoid height was determined by GEOID03.
 AN1471
 AN1471.The dynamic height is computed by dividing the NAVD 88
 AN1471.geopotential number by the normal gravity value computed on the
 AN1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1471.degrees latitude (g = 980.6199 gals.).
 AN1471
 AN1471.The modeled gravity was interpolated from observed gravity values.
 AN1471
 AN1471;                    North         East    Units  Estimated Accuracy
 AN1471;SPC TXSC     - 4,062,360.      723,080.      MT  (+/- 180 meters Scaled)
 AN1471
 AN1471                          SUPERSEDED SURVEY CONTROL
 AN1471
 AN1471.No superseded survey control is available for this station.
 AN1471
 AN1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS230410(NAD 83)
 AN1471_MARKER: DB = BENCH MARK DISK
 AN1471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1471_SP_SET: BRIDGE
 AN1471_STAMPING: B 864 RESET 1952
 AN1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1471
 AN1471  HISTORY     - Date     Condition        Report By
 AN1471  HISTORY     - 1952     MONUMENTED       TXHD
 AN1471  HISTORY     - 1981     GOOD             NGS
 AN1471  HISTORY     - 1987     POOR             USPSQD
 AN1471  HISTORY     - 19960727 GOOD             USPSQD
 AN1471
 AN1471                          STATION DESCRIPTION
 AN1471
 AN1471'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 AN1471'1.0 MI SE FROM BEEVILLE.
 AN1471'1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1471'STATION AT BEEVILLE, BEE COUNTY, 1 POLE SOUTHEAST OF MILEPOST 94, 50
 AN1471'FEET SOUTHWEST OF OF BRIDGE 94.01, AT A BRIDGE ON U.S. HIGHWAY 181, IN
 AN1471'THE TOP OF THE NORTHWEST CORNER OF THE NORTHEAST HEADWALL, 1.0 FOOT
 AN1471'SOUTHEAST OF THE NORTHWEST END, AND 22.5 FEET NORTHEAST OF THE CENTER
 AN1471'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 864 RESET 1952.
 AN1471
 AN1471                          STATION RECOVERY (1981)
 AN1471
 AN1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1471'RECOVERED IN GOOD CONDITION.
 AN1471
 AN1471                          STATION RECOVERY (1987)
 AN1471
 AN1471'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1471'MARK RECOVERED IN POOR CONDITION.
 AN1471
 AN1471                          STATION RECOVERY (1996)
 AN1471
 AN1471'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0825 ***********************************************************************
 AX0825  DESIGNATION -  B 866
 AX0825  PID         -  AX0825
 AX0825  STATE/COUNTY-  TX/LAVACA
 AX0825  USGS QUAD   -  EZZELL (1981)
 AX0825
 AX0825                         *CURRENT SURVEY CONTROL
 AX0825  ___________________________________________________________________
 AX0825* NAD 83(1986)-  29 21 01.     (N)    096 58 57.     (W)     SCALED    
 AX0825* NAVD 88     -        80.35   (+/-2cm)     263.6    (feet)  VERTCON   
 AX0825  ___________________________________________________________________
 AX0825  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0825
 AX0825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0825
 AX0825.The horizontal coordinates were scaled from a topographic map and have
 AX0825.an estimated accuracy of +/- 6 seconds.
 AX0825
 AX0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0825.The vertical order pertains to the NGVD 29 superseded value.
 AX0825
 AX0825.The geoid height was determined by GEOID03.
 AX0825
 AX0825;                    North         East    Units  Estimated Accuracy
 AX0825;SPC TXSC     - 4,169,810.      795,880.      MT  (+/- 180 meters Scaled)
 AX0825
 AX0825                          SUPERSEDED SURVEY CONTROL
 AX0825
 AX0825  NGVD 29 (??/??/92)   80.345  (m)          263.60   (f) ADJ UNCH    2 0
 AX0825
 AX0825.Superseded values are not recommended for survey control.
 AX0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0825.See file dsdata.txt to determine how the superseded data were derived.
 AX0825
 AX0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT958484(NAD 83)
 AX0825_MARKER: DB = BENCH MARK DISK
 AX0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0825_STAMPING: B 866 1943
 AX0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0825+STABILITY: SURFACE MOTION
 AX0825
 AX0825  HISTORY     - Date     Condition        Report By
 AX0825  HISTORY     - 1943     MONUMENTED       CGS
 AX0825  HISTORY     - 19970607 GOOD             USPSQD
 AX0825
 AX0825                          STATION DESCRIPTION
 AX0825
 AX0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0825'3.35 MI N FROM KOERTH.
 AX0825'TO REACH FROM THE CATHOLIC CHURCH AT KOERTH-- PROCEED 3.35 MILES
 AX0825'NORTHERLY ALONG THE KOERTH-MONT ROAD TO SITE OF BENCH MARK.  BENCH
 AX0825'MARK IS 40.0 FEET SOUTH OF THE CENTERLINE OF A SIDE ROAD INTERSECTION
 AX0825'LEADING WEST, AND 24.0 FEET WEST OF AND ABOUT 2.0 FEET ABOVE THE
 AX0825'CENTERLINE OF THE NORTH AND SOUTH ROAD.  IT IS 8.0 FEET SOUTH OF A
 AX0825'FENCE CORNER POST, 2.2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 3.0
 AX0825'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4
 AX0825'FOOT.
 AX0825
 AX0825                          STATION RECOVERY (1997)
 AX0825
 AX0825'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0753 ***********************************************************************
 AX0753  DESIGNATION -  B 867
 AX0753  PID         -  AX0753
 AX0753  STATE/COUNTY-  TX/LAVACA
 AX0753  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0753
 AX0753                         *CURRENT SURVEY CONTROL
 AX0753  ___________________________________________________________________
 AX0753* NAD 83(1986)-  29 24 00.     (N)    096 52 42.     (W)     SCALED    
 AX0753* NAVD 88     -        76.799  (meters)     251.96   (feet)  ADJUSTED  
 AX0753  ___________________________________________________________________
 AX0753  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0753  DYNAMIC HT  -          76.691 (meters)     251.61  (feet)  COMP
 AX0753  MODELED GRAV-     979,235.0   (mgal)                       NAVD 88
 AX0753
 AX0753  VERT ORDER  -  FIRST     CLASS I
 AX0753
 AX0753.The horizontal coordinates were scaled from a topographic map and have
 AX0753.an estimated accuracy of +/- 6 seconds.
 AX0753
 AX0753.The orthometric height was determined by differential leveling
 AX0753.and adjusted by the National Geodetic Survey in June 1991..
 AX0753
 AX0753.The geoid height was determined by GEOID03.
 AX0753
 AX0753.The dynamic height is computed by dividing the NAVD 88
 AX0753.geopotential number by the normal gravity value computed on the
 AX0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0753.degrees latitude (g = 980.6199 gals.).
 AX0753
 AX0753.The modeled gravity was interpolated from observed gravity values.
 AX0753
 AX0753;                    North         East    Units  Estimated Accuracy
 AX0753;SPC TXSC     - 4,175,500.      805,890.      MT  (+/- 180 meters Scaled)
 AX0753
 AX0753                          SUPERSEDED SURVEY CONTROL
 AX0753
 AX0753  NGVD 29 (??/??/92)   76.814  (m)          252.01   (f) ADJ UNCH    1 1
 AX0753
 AX0753.Superseded values are not recommended for survey control.
 AX0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0753.See file dsdata.txt to determine how the superseded data were derived.
 AX0753
 AX0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT058541(NAD 83)
 AX0753_MARKER: DB = BENCH MARK DISK
 AX0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0753_STAMPING: B 867 1943
 AX0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0753+STABILITY: SURFACE MOTION
 AX0753
 AX0753  HISTORY     - Date     Condition        Report By
 AX0753  HISTORY     - 1943     MONUMENTED       CGS
 AX0753  HISTORY     - 1972     GOOD             NGS
 AX0753  HISTORY     - 19970607 GOOD             USPSQD
 AX0753
 AX0753                          STATION DESCRIPTION
 AX0753
 AX0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0753'5.65 MI SE FROM HALLETTSVILLE.
 AX0753'ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 A FROM THE JUNCTION OF U.
 AX0753'S. HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 4.55 MILES
 AX0753'SOUTHEAST ALONG FARM ROAD NO. 530, THENCE 0.4 MILE SOUTH ALONG A
 AX0753'GRAVEL ROAD, 250 FEET WEST OF THE CENTER OF A TRACK ROAD AND PIPE AND
 AX0753'WIRE GATE ACROSS ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 AX0753'ROAD, 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, 1.7 FEET
 AX0753'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD
 AX0753'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 AX0753'LEVEL OF THE GROUND.
 AX0753
 AX0753                          STATION RECOVERY (1997)
 AX0753
 AX0753'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0841 ***********************************************************************
 AX0841  DESIGNATION -  B 868
 AX0841  PID         -  AX0841
 AX0841  STATE/COUNTY-  TX/LAVACA
 AX0841  USGS QUAD   -  HOPE (1981)
 AX0841
 AX0841                         *CURRENT SURVEY CONTROL
 AX0841  ___________________________________________________________________
 AX0841* NAD 83(1986)-  29 08 34.     (N)    096 58 48.     (W)     SCALED    
 AX0841* NAVD 88     -        51.06   (+/-2cm)     167.5    (feet)  VERTCON   
 AX0841  ___________________________________________________________________
 AX0841  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0841
 AX0841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0841
 AX0841.The horizontal coordinates were scaled from a topographic map and have
 AX0841.an estimated accuracy of +/- 6 seconds.
 AX0841
 AX0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0841.The vertical order pertains to the NGVD 29 superseded value.
 AX0841
 AX0841.The geoid height was determined by GEOID03.
 AX0841
 AX0841;                    North         East    Units  Estimated Accuracy
 AX0841;SPC TXSC     - 4,146,820.      796,520.      MT  (+/- 180 meters Scaled)
 AX0841
 AX0841                          SUPERSEDED SURVEY CONTROL
 AX0841
 AX0841  NGVD 29 (??/??/92)   51.084  (m)          167.60   (f) ADJ UNCH    2 0
 AX0841
 AX0841.Superseded values are not recommended for survey control.
 AX0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0841.See file dsdata.txt to determine how the superseded data were derived.
 AX0841
 AX0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT964254(NAD 83)
 AX0841_MARKER: DB = BENCH MARK DISK
 AX0841_SETTING: 0 = UNSPECIFIED SETTING
 AX0841_STAMPING: B 868 1943
 AX0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0841
 AX0841  HISTORY     - Date     Condition        Report By
 AX0841  HISTORY     - 1943     MONUMENTED       CGS
 AX0841  HISTORY     - 1966     GOOD             USGS
 AX0841  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0841
 AX0841                          STATION DESCRIPTION
 AX0841
 AX0841'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0841'0.9 MI SW FROM HOPE.
 AX0841'0.9 MI. SW ALONG ROAD FROM THE BAPTIST CHURCH AT HOPE, LAVACA COUNTY
 AX0841'TO STATE HWY. 111.  THENCE 1.5 MI. SE ALONG STATE HWY. 111 TO U.S.
 AX0841'HWY. 77.  THENCE 2.35 MI. SOUTH ALONG U.S. HWY. 77 TO A ROAD LEADING
 AX0841'SE.  THENCE 1.6 MILES SE ALONG ROAD.  0.2 MILES NORTH OF LITTLE BUSHY
 AX0841'CREEK.  ON THE INSIDE OF A SHARP CURVE, 20 FT. SOUTHEAST OF THE
 AX0841'CENTERLINE OF THE ROAD, 10 FT. SOUTH OF A FENCE CORNER AND A 12 INCH
 AX0841'OAK TREE, 4 FT. EAST OF THE RIGHT OF A WAY FENCE, 4 FT. SOUTH OF A
 AX0841'WHITE WOODEN WITNESS POST AND LEVEL WITH THE ROAD.
 AX0841
 AX0841                          STATION RECOVERY (1997)
 AX0841
 AX0841'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0779 ***********************************************************************
 AX0779  DESIGNATION -  B 869
 AX0779  PID         -  AX0779
 AX0779  STATE/COUNTY-  TX/LAVACA
 AX0779  USGS QUAD   -  MORALES (1981)
 AX0779
 AX0779                         *CURRENT SURVEY CONTROL
 AX0779  ___________________________________________________________________
 AX0779* NAD 83(1986)-  29 12 02.     (N)    096 47 39.     (W)     SCALED    
 AX0779* NAVD 88     -        44.40   (+/-2cm)     145.7    (feet)  VERTCON   
 AX0779  ___________________________________________________________________
 AX0779  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0779
 AX0779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0779
 AX0779.The horizontal coordinates were scaled from a topographic map and have
 AX0779.an estimated accuracy of +/- 6 seconds.
 AX0779
 AX0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0779.The vertical order pertains to the NGVD 29 superseded value.
 AX0779
 AX0779.The geoid height was determined by GEOID03.
 AX0779
 AX0779;                    North         East    Units  Estimated Accuracy
 AX0779;SPC TXSC     - 4,153,550.      814,480.      MT  (+/- 180 meters Scaled)
 AX0779
 AX0779                          SUPERSEDED SURVEY CONTROL
 AX0779
 AX0779  NGVD 29 (??/??/92)   44.439  (m)          145.80   (f) ADJ UNCH    2 0
 AX0779
 AX0779.Superseded values are not recommended for survey control.
 AX0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0779.See file dsdata.txt to determine how the superseded data were derived.
 AX0779
 AX0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT144322(NAD 83)
 AX0779_MARKER: DB = BENCH MARK DISK
 AX0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0779_STAMPING: B 869 1943
 AX0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0779+STABILITY: SURFACE MOTION
 AX0779
 AX0779  HISTORY     - Date     Condition        Report By
 AX0779  HISTORY     - 1943     MONUMENTED       CGS
 AX0779  HISTORY     - 1964     GOOD             USGS
 AX0779
 AX0779                          STATION DESCRIPTION
 AX0779
 AX0779'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX0779'7.4 MI SE FROM EZZELL.
 AX0779'7.4 MILES SOUTHEAST OF EZZELL, LAVACA COUNTY ALONG A DIRT ROAD, THENCE
 AX0779'1.8 MI. NORTHEAST ALONG A DIRT ROAD TO FIVE OIL TANKS, THENCE 0.8 MILE
 AX0779'SOUTH TO A T ROAD, THENCE 1.1 MILES EAST, 89 FEET SOUTH OF CENTERLINE
 AX0779'OF ROAD.  3 FEET EAST OF A WOODEN WITNESS POST, AND SET IN A CONCRETE
 AX0779'POST PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1416 ***********************************************************************
 BY1416  DESIGNATION -  B 87
 BY1416  PID         -  BY1416
 BY1416  STATE/COUNTY-  TX/TRINITY
 BY1416  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1416
 BY1416                         *CURRENT SURVEY CONTROL
 BY1416  ___________________________________________________________________
 BY1416* NAD 83(1986)-  31 01 52.     (N)    095 23 10.     (W)     SCALED    
 BY1416* NAVD 88     -        48.81   (+/-2cm)     160.1    (feet)  VERTCON   
 BY1416  ___________________________________________________________________
 BY1416  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY1416
 BY1416  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1416
 BY1416.The horizontal coordinates were scaled from a topographic map and have
 BY1416.an estimated accuracy of +/- 6 seconds.
 BY1416
 BY1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1416.The vertical order pertains to the NGVD 29 superseded value.
 BY1416
 BY1416.The geoid height was determined by GEOID03.
 BY1416
 BY1416;                    North         East    Units  Estimated Accuracy
 BY1416;SPC TX C     - 3,161,760.    1,172,120.      MT  (+/- 180 meters Scaled)
 BY1416
 BY1416                          SUPERSEDED SURVEY CONTROL
 BY1416
 BY1416  NGVD 29 (??/??/92)   48.820  (m)          160.17   (f) ADJ UNCH    1 2
 BY1416
 BY1416.Superseded values are not recommended for survey control.
 BY1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1416.See file dsdata.txt to determine how the superseded data were derived.
 BY1416
 BY1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ722354(NAD 83)
 BY1416_MARKER: DB = BENCH MARK DISK
 BY1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1416_STAMPING: B 87 1932
 BY1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1416+STABILITY: SURFACE MOTION
 BY1416
 BY1416  HISTORY     - Date     Condition        Report By
 BY1416  HISTORY     - 1932     MONUMENTED       CGS
 BY1416  HISTORY     - 1960     GOOD             NGS
 BY1416
 BY1416                          STATION DESCRIPTION
 BY1416
 BY1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1416'6.1 MI N FROM TRINITY.
 BY1416'ABOUT 6.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1416'STATION AT TRINITY, 6 POLES NORTH OF MILEPOST 59, 88 FEET SOUTHWEST OF
 BY1416'THE SOUTHWEST RAIL, IN A VERY SMALL CLEARING ON THE SOUTHWEST SIDE OF
 BY1416'THE TRACK, 84 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF TRESTLE NO.
 BY1416'58.8, 64 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 41 FEET SOUTHWEST OF
 BY1416'A FENCE, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A
 BY1416'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0777 ***********************************************************************
 AN0777  DESIGNATION -  B 870
 AN0777  PID         -  AN0777
 AN0777  STATE/COUNTY-  TX/VICTORIA
 AN0777  USGS QUAD   -  INEZ (1995)
 AN0777
 AN0777                         *CURRENT SURVEY CONTROL
 AN0777  ___________________________________________________________________
 AN0777* NAD 83(1986)-  28 55 02.     (N)    096 48 45.     (W)     SCALED    
 AN0777* NAVD 88     -        21.27   (+/-2cm)      69.8    (feet)  VERTCON   
 AN0777  ___________________________________________________________________
 AN0777  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0777
 AN0777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0777
 AN0777.The horizontal coordinates were scaled from a topographic map and have
 AN0777.an estimated accuracy of +/- 6 seconds.
 AN0777
 AN0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0777.The vertical order pertains to the NGVD 29 superseded value.
 AN0777
 AN0777.The geoid height was determined by GEOID03.
 AN0777
 AN0777;                    North         East    Units  Estimated Accuracy
 AN0777;SPC TXSC     - 4,122,120.      813,280.      MT  (+/- 180 meters Scaled)
 AN0777
 AN0777                          SUPERSEDED SURVEY CONTROL
 AN0777
 AN0777  NGVD 29 (??/??/92)   21.33   (m)           70.0    (f) COMPUTED    2 0
 AN0777
 AN0777.Superseded values are not recommended for survey control.
 AN0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0777.See file dsdata.txt to determine how the superseded data were derived.
 AN0777
 AN0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT132007(NAD 83)
 AN0777_MARKER: DB = BENCH MARK DISK
 AN0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0777_STAMPING: B 870 1943
 AN0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0777+STABILITY: SURFACE MOTION
 AN0777
 AN0777  HISTORY     - Date     Condition        Report By
 AN0777  HISTORY     - 1943     MONUMENTED       CGS
 AN0777
 AN0777                          STATION DESCRIPTION
 AN0777
 AN0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0777'2.05 MI NW FROM INEZ.
 AN0777'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AN0777'STATION AT INEZ-- PROCEED 2.05 MILES NORTHWESTERLY ALONG THE
 AN0777'INEZ-SALEM ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE
 AN0777'SOUTHEAST OF A RIGHT ANGLE CURVE TO THE SOUTHWEST, 39.0 FEET SOUTHEAST
 AN0777'OF A FENCE CORNER, 23.0 FEET SOUTHEAST OF THE CENTERLINE OF A WOODEN
 AN0777'GATE AND A RANCH ROAD LEADING NORTHEAST TO A WINDMILL AND A BARN. IT
 AN0777'IS 23.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AN0777'CENTERLINE OF ROAD, 3.0 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND
 AN0777'2.6 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AN0777'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0778 ***********************************************************************
 AN0778  DESIGNATION -  B 870 RESET 1950
 AN0778  PID         -  AN0778
 AN0778  STATE/COUNTY-  TX/VICTORIA
 AN0778  USGS QUAD   -  INEZ (1995)
 AN0778
 AN0778                         *CURRENT SURVEY CONTROL
 AN0778  ___________________________________________________________________
 AN0778* NAD 83(1986)-  28 55 02.     (N)    096 48 44.     (W)     SCALED    
 AN0778* NAVD 88     -        21.19   (+/-2cm)      69.5    (feet)  VERTCON   
 AN0778  ___________________________________________________________________
 AN0778  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0778
 AN0778  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0778
 AN0778.The horizontal coordinates were scaled from a topographic map and have
 AN0778.an estimated accuracy of +/- 6 seconds.
 AN0778
 AN0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0778.The vertical order pertains to the NGVD 29 superseded value.
 AN0778
 AN0778.The geoid height was determined by GEOID03.
 AN0778
 AN0778;                    North         East    Units  Estimated Accuracy
 AN0778;SPC TXSC     - 4,122,120.      813,310.      MT  (+/- 180 meters Scaled)
 AN0778
 AN0778                          SUPERSEDED SURVEY CONTROL
 AN0778
 AN0778  NGVD 29 (??/??/92)   21.248  (m)           69.71   (f) ADJ UNCH    2 0
 AN0778
 AN0778.Superseded values are not recommended for survey control.
 AN0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0778.See file dsdata.txt to determine how the superseded data were derived.
 AN0778
 AN0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT132007(NAD 83)
 AN0778_MARKER: DB = BENCH MARK DISK
 AN0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0778_STAMPING: B 870 RESET 1950
 AN0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0778+STABILITY: SURFACE MOTION
 AN0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN0778+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 AN0778
 AN0778  HISTORY     - Date     Condition        Report By
 AN0778  HISTORY     - 1950     MONUMENTED       CGS
 AN0778  HISTORY     - 1972     GOOD             NGS
 AN0778  HISTORY     - 19910428 GOOD             USPSQD
 AN0778  HISTORY     - 20041108 GOOD             INDIV
 AN0778
 AN0778                          STATION DESCRIPTION
 AN0778
 AN0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0778'1.8 MI NW FROM INEZ.
 AN0778'ABOUT 1.8 MILES NORTHWEST ALONG FARM TO MARKET ROAD NO. 444 FROM THE
 AN0778'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, 0.1 MILE SOUTHEAST
 AN0778'OF A CURVE IN THE ROAD, 28 FEET SOUTHEAST OF THE CENTER LINE OF A
 AN0778'PRIVATE ROAD LEADING TO THE KOLLIE AND SONS RED ANGUS RANCH, 41 FEET
 AN0778'NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 12 1/2 FEET SOUTHEAST
 AN0778'OF A CORNER FENCE POST, 12 1/2 FEET SOUTHEAST OF AN UNDERGROUND
 AN0778'TELEPHONE CABLE MARKER POST NO. 19, 0.7 FOOT NORTHEAST OF A WOVEN WIRE
 AN0778'FENCE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 AN0778'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AN0778'LEVEL OF THE GROUND.
 AN0778
 AN0778                          STATION RECOVERY (1991)
 AN0778
 AN0778'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0778'RECOVERED IN GOOD CONDITION.
 AN0778
 AN0778                          STATION RECOVERY (2004)
 AN0778
 AN0778'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AN0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0145 ***********************************************************************
 AB0145  DESIGNATION -  B 871
 AB0145  PID         -  AB0145
 AB0145  STATE/COUNTY-  TX/CAMERON
 AB0145  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0145
 AB0145                         *CURRENT SURVEY CONTROL
 AB0145  ___________________________________________________________________
 AB0145* NAD 83(1986)-  25 59 34.     (N)    097 31 42.     (W)     SCALED    
 AB0145* NAVD 88     -         8.129  (meters)      26.67   (feet)  ADJUSTED  
 AB0145  ___________________________________________________________________
 AB0145  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AB0145  DYNAMIC HT  -           8.115 (meters)      26.62  (feet)  COMP
 AB0145  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 AB0145
 AB0145  VERT ORDER  -  FIRST     CLASS II
 AB0145
 AB0145.The horizontal coordinates were scaled from a topographic map and have
 AB0145.an estimated accuracy of +/- 6 seconds.
 AB0145
 AB0145.The orthometric height was determined by differential leveling
 AB0145.and adjusted by the National Geodetic Survey in June 1991..
 AB0145
 AB0145.The geoid height was determined by GEOID03.
 AB0145
 AB0145.The dynamic height is computed by dividing the NAVD 88
 AB0145.geopotential number by the normal gravity value computed on the
 AB0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0145.degrees latitude (g = 980.6199 gals.).
 AB0145
 AB0145.The modeled gravity was interpolated from observed gravity values.
 AB0145
 AB0145;                    North         East    Units  Estimated Accuracy
 AB0145;SPC TX S     - 5,036,510.      397,290.      MT  (+/- 180 meters Scaled)
 AB0145
 AB0145                          SUPERSEDED SURVEY CONTROL
 AB0145
 AB0145  NGVD 29 (??/??/92)    8.205  (m)           26.92   (f) ADJ UNCH    1 2
 AB0145
 AB0145.Superseded values are not recommended for survey control.
 AB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0145.See file dsdata.txt to determine how the superseded data were derived.
 AB0145
 AB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP473757(NAD 83)
 AB0145_MARKER: DB = BENCH MARK DISK
 AB0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0145_STAMPING: B 871 1943
 AB0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0145+STABILITY: SURFACE MOTION
 AB0145
 AB0145  HISTORY     - Date     Condition        Report By
 AB0145  HISTORY     - 1943     MONUMENTED       CGS
 AB0145  HISTORY     - 1951     GOOD             NGS
 AB0145  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0145  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0145  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0145  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0145
 AB0145                          STATION DESCRIPTION
 AB0145
 AB0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0145'1.9 MI S FROM OLMITO.
 AB0145'1.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0145'OLMITO, CAMERON COUNTY, 11 FEET SOUTHWEST OF THE FIFTH POLE NORTH OF
 AB0145'MILEPOST 7, AT A PRIVATE-ROAD CROSSING, 26 FEET SOUTH OF THE
 AB0145'CENTERLINE OF THE ROAD, 47 FEET WEST OF THE CENTERLINE OF THE TRACK, 3
 AB0145'FEET EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN
 AB0145'WITNESS POST, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, SET
 AB0145'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AB0145
 AB0145                          STATION RECOVERY (1951)
 AB0145
 AB0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0145'RECOVERED IN GOOD CONDITION.
 AB0145
 AB0145                          STATION RECOVERY (1981)
 AB0145
 AB0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0145'NOT SEARCHED FOR, TO FAR OFF LINE AND INACCESSIBLE.
 AB0145
 AB0145                          STATION RECOVERY (1987)
 AB0145
 AB0145'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0145'MARK NOT FOUND.
 AB0145
 AB0145                          STATION RECOVERY (1991)
 AB0145
 AB0145'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0145'MARK NOT FOUND.
 AB0145
 AB0145                          STATION RECOVERY (1993)
 AB0145
 AB0145'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0647 ***********************************************************************
 AE0647  DESIGNATION -  B 873 RESET
 AE0647  PID         -  AE0647
 AE0647  STATE/COUNTY-  TX/HIDALGO
 AE0647  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0647
 AE0647                         *CURRENT SURVEY CONTROL
 AE0647  ___________________________________________________________________
 AE0647* NAD 83(1986)-  26 16 03.     (N)    098 32 42.     (W)     SCALED    
 AE0647* NAVD 88     -        49.653  (meters)     162.90   (feet)  ADJUSTED  
 AE0647  ___________________________________________________________________
 AE0647  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE0647  DYNAMIC HT  -          49.570 (meters)     162.63  (feet)  COMP
 AE0647  MODELED GRAV-     978,986.9   (mgal)                       NAVD 88
 AE0647
 AE0647  VERT ORDER  -  FIRST     CLASS II
 AE0647
 AE0647.The horizontal coordinates were scaled from a topographic map and have
 AE0647.an estimated accuracy of +/- 6 seconds.
 AE0647
 AE0647.The orthometric height was determined by differential leveling
 AE0647.and adjusted by the National Geodetic Survey in June 1991..
 AE0647
 AE0647.The geoid height was determined by GEOID03.
 AE0647
 AE0647.The dynamic height is computed by dividing the NAVD 88
 AE0647.geopotential number by the normal gravity value computed on the
 AE0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0647.degrees latitude (g = 980.6199 gals.).
 AE0647
 AE0647.The modeled gravity was interpolated from observed gravity values.
 AE0647
 AE0647;                    North         East    Units  Estimated Accuracy
 AE0647;SPC TX S     - 5,066,570.      295,510.      MT  (+/- 180 meters Scaled)
 AE0647
 AE0647                          SUPERSEDED SURVEY CONTROL
 AE0647
 AE0647.No superseded survey control is available for this station.
 AE0647
 AE0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ454053(NAD 83)
 AE0647_MARKER: DB = BENCH MARK DISK
 AE0647_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AE0647_SP_SET: BRIDGE WINGWALL
 AE0647_STAMPING: B 873 RESET 1968
 AE0647_MARK LOGO: TXHD  
 AE0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0647
 AE0647  HISTORY     - Date     Condition        Report By
 AE0647  HISTORY     - 1968     MONUMENTED       TXHD
 AE0647  HISTORY     - 1969     GOOD             NGS
 AE0647  HISTORY     - 1981     GOOD             NGS
 AE0647  HISTORY     - 19920707 GOOD             USPSQD
 AE0647
 AE0647                          STATION DESCRIPTION
 AE0647
 AE0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AE0647'1.2 MI E FROM SULLIVAN CITY.
 AE0647'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN
 AE0647'SULLIVAN CITY, 24.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0647'CENTERLINE OF THE HIGHWAY AND IS SET HORIZONTALLY IN THE SOUTHWEST
 AE0647'WINGWALL OF THE WEST ABUTMENT OF A SMALL HIGHWAY BRIDGE.
 AE0647
 AE0647                          STATION RECOVERY (1981)
 AE0647
 AE0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0647'1.0 KM (0.6 MI) EAST ALONG U.S. HIGHWAY 83 EASTBOUND FROM JUNCTION OF
 AE0647'FARM ROAD 886 SOUTH AT SULLIVAN CITY, SET IN THE TOP OF THE SOUTHWEST
 AE0647'WINGWALL OF THE WEST ABUTMENT OF A SMALL BRIDGE, 7.5 METERS (24.5 FT)
 AE0647'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 AE0647
 AE0647                          STATION RECOVERY (1992)
 AE0647
 AE0647'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1134 ***********************************************************************
 AN1134  DESIGNATION -  B 875
 AN1134  PID         -  AN1134
 AN1134  STATE/COUNTY-  TX/GOLIAD
 AN1134  USGS QUAD   -  WEESATCHE (1987)
 AN1134
 AN1134                         *CURRENT SURVEY CONTROL
 AN1134  ___________________________________________________________________
 AN1134* NAD 83(1986)-  28 48 47.     (N)    097 24 10.     (W)     SCALED    
 AN1134* NAVD 88     -        79.95   (+/-2cm)     262.3    (feet)  VERTCON   
 AN1134  ___________________________________________________________________
 AN1134  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN1134
 AN1134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1134
 AN1134.The horizontal coordinates were scaled from a topographic map and have
 AN1134.an estimated accuracy of +/- 6 seconds.
 AN1134
 AN1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1134.The vertical order pertains to the NGVD 29 superseded value.
 AN1134
 AN1134.The geoid height was determined by GEOID03.
 AN1134
 AN1134;                    North         East    Units  Estimated Accuracy
 AN1134;SPC TXSC     - 4,109,650.      755,890.      MT  (+/- 180 meters Scaled)
 AN1134
 AN1134                          SUPERSEDED SURVEY CONTROL
 AN1134
 AN1134  NGVD 29 (??/??/92)   79.977  (m)          262.39   (f) ADJ UNCH    2 0
 AN1134
 AN1134.Superseded values are not recommended for survey control.
 AN1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1134.See file dsdata.txt to determine how the superseded data were derived.
 AN1134
 AN1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS558883(NAD 83)
 AN1134_MARKER: DB = BENCH MARK DISK
 AN1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1134_SP_SET: CULVERT
 AN1134_STAMPING: B 875 1943
 AN1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1134
 AN1134  HISTORY     - Date     Condition        Report By
 AN1134  HISTORY     - 1943     MONUMENTED       CGS
 AN1134
 AN1134                          STATION DESCRIPTION
 AN1134
 AN1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1134'3.5 MI SE FROM WEESATCHE.
 AN1134'TO REACH FROM THE MAIN ROAD INTERSECTION AT WEESATCHE-- PROCEED 3.5
 AN1134'MILES SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO SITE OF BENCH MARK.
 AN1134'BENCH MARK IS 15.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AN1134'THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE SOUTHEAST END
 AN1134'OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1975 ***********************************************************************
 AX1975  DESIGNATION -  B 876
 AX1975  PID         -  AX1975
 AX1975  STATE/COUNTY-  TX/GONZALES
 AX1975  USGS QUAD   -  SAMPLE (1987)
 AX1975
 AX1975                         *CURRENT SURVEY CONTROL
 AX1975  ___________________________________________________________________
 AX1975* NAD 83(1986)-  29 11 19.     (N)    097 32 15.     (W)     SCALED    
 AX1975* NAVD 88     -       111.81   (+/-2cm)     366.8    (feet)  VERTCON   
 AX1975  ___________________________________________________________________
 AX1975  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AX1975
 AX1975  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1975
 AX1975.The horizontal coordinates were scaled from a topographic map and have
 AX1975.an estimated accuracy of +/- 6 seconds.
 AX1975
 AX1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1975.The vertical order pertains to the NGVD 29 superseded value.
 AX1975
 AX1975.The geoid height was determined by GEOID03.
 AX1975
 AX1975;                    North         East    Units  Estimated Accuracy
 AX1975;SPC TXSC     - 4,151,090.      742,220.      MT  (+/- 180 meters Scaled)
 AX1975
 AX1975                          SUPERSEDED SURVEY CONTROL
 AX1975
 AX1975  NGVD 29 (??/??/92)  111.795  (m)          366.78   (f) ADJ UNCH    2 0
 AX1975
 AX1975.Superseded values are not recommended for survey control.
 AX1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1975.See file dsdata.txt to determine how the superseded data were derived.
 AX1975
 AX1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT421297(NAD 83)
 AX1975_MARKER: DB = BENCH MARK DISK
 AX1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1975_STAMPING: B 876 1943
 AX1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1975+STABILITY: SURFACE MOTION
 AX1975
 AX1975  HISTORY     - Date     Condition        Report By
 AX1975  HISTORY     - 1943     MONUMENTED       CGS
 AX1975
 AX1975                          STATION DESCRIPTION
 AX1975
 AX1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1975'7.0 MI NE FROM NOPAL.
 AX1975'TO REACH FROM THE POST OFFICE AT NOPAL, PROCEED 7.0 MILES
 AX1975'NORTHEASTERLY ALONG A DIRT ROAD TO THE NORTHWEST END OF A DOUBLE TURN
 AX1975'IN THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 0.15 MILE SOUTHWEST
 AX1975'OF THE TEE SCHOOL.  IT IS 45.0 FEET SOUTHWEST OF AND ABOUT 3.0 FEET
 AX1975'ABOVE THE CENTERLINE OF A RIGHT ANGLE TURN IN THE ROAD, AND 2.5 FEET
 AX1975'NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AX1975'0.5 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 0.4 MILE SOUTHEAST AND 2.3
 AX1975'MILES SOUTHWEST OF THE POST OFFICE AT SAMPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1689 ***********************************************************************
 AN1689  DESIGNATION -  B 877
 AN1689  PID         -  AN1689
 AN1689  STATE/COUNTY-  TX/KARNES
 AN1689  USGS QUAD   -  KENEDY (1987)
 AN1689
 AN1689                         *CURRENT SURVEY CONTROL
 AN1689  ___________________________________________________________________
 AN1689* NAD 83(1986)-  28 49 27.     (N)    097 49 01.     (W)     SCALED    
 AN1689* NAVD 88     -        77.94   (+/-2cm)     255.7    (feet)  VERTCON   
 AN1689  ___________________________________________________________________
 AN1689  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AN1689
 AN1689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1689
 AN1689.The horizontal coordinates were scaled from a topographic map and have
 AN1689.an estimated accuracy of +/- 6 seconds.
 AN1689
 AN1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1689.The vertical order pertains to the NGVD 29 superseded value.
 AN1689
 AN1689.The geoid height was determined by GEOID03.
 AN1689
 AN1689;                    North         East    Units  Estimated Accuracy
 AN1689;SPC TXSC     - 4,110,400.      715,460.      MT  (+/- 180 meters Scaled)
 AN1689
 AN1689                          SUPERSEDED SURVEY CONTROL
 AN1689
 AN1689  NGVD 29 (??/??/92)   77.916  (m)          255.63   (f) ADJ UNCH    2 0
 AN1689
 AN1689.Superseded values are not recommended for survey control.
 AN1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1689.See file dsdata.txt to determine how the superseded data were derived.
 AN1689
 AN1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS154890(NAD 83)
 AN1689_MARKER: DB = BENCH MARK DISK
 AN1689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1689_SP_SET: CULVERT
 AN1689_STAMPING: B 877 1943
 AN1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1689
 AN1689  HISTORY     - Date     Condition        Report By
 AN1689  HISTORY     - 1943     MONUMENTED       CGS
 AN1689
 AN1689                          STATION DESCRIPTION
 AN1689
 AN1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1689'1.8 MI E FROM KENEDY.
 AN1689'1.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1689'STATION AT KENEDY, KARNES COUNTY, 12-1/2 POLES SOUTHWEST OF MILEPOST
 AN1689'174, 119 YARDS NORTHEAST OF THE NORTHEAST END OF TRESTLE 174.51, AT A
 AN1689'3-BY 4-FOOT CONCRETE-BOX CULVERT UNDER THE TRACK, IN THE CENTER OF THE
 AN1689'TOP OF THE SOUTHEAST HEADWALL, 11.8 FEET SOUTHEAST OF THE CENTER LINE
 AN1689'OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  NOTE-- THIS
 AN1689'BENCH MARK MAY BE REACHED FROM THE FIRST NICHOLS NATIONAL BANK AT
 AN1689'KENEDY BY GOING 2.2 MILES EAST ALONG STATE HIGHWAY 72 TO THE JUNCTION
 AN1689'OF STATE HIGHWAY 239.  THENCE 0.4 MILE NORTH ACROSS A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1721 ***********************************************************************
 AN1721  DESIGNATION -  B 878
 AN1721  PID         -  AN1721
 AN1721  STATE/COUNTY-  TX/GOLIAD
 AN1721  USGS QUAD   -  CHARCO (1987)
 AN1721
 AN1721                         *CURRENT SURVEY CONTROL
 AN1721  ___________________________________________________________________
 AN1721* NAD 83(1986)-  28 42 32.     (N)    097 31 33.     (W)     SCALED    
 AN1721* NAVD 88     -        61.50   (+/-2cm)     201.8    (feet)  VERTCON   
 AN1721  ___________________________________________________________________
 AN1721  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN1721
 AN1721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1721
 AN1721.The horizontal coordinates were scaled from a topographic map and have
 AN1721.an estimated accuracy of +/- 6 seconds.
 AN1721
 AN1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1721.The vertical order pertains to the NGVD 29 superseded value.
 AN1721
 AN1721.The geoid height was determined by GEOID03.
 AN1721
 AN1721;                    North         East    Units  Estimated Accuracy
 AN1721;SPC TXSC     - 4,097,940.      744,030.      MT  (+/- 180 meters Scaled)
 AN1721
 AN1721                          SUPERSEDED SURVEY CONTROL
 AN1721
 AN1721  NGVD 29 (??/??/92)   61.534  (m)          201.88   (f) ADJ UNCH    2 0
 AN1721
 AN1721.Superseded values are not recommended for survey control.
 AN1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1721.See file dsdata.txt to determine how the superseded data were derived.
 AN1721
 AN1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS439766(NAD 83)
 AN1721_MARKER: DB = BENCH MARK DISK
 AN1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1721_STAMPING: B 878 1943
 AN1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1721+STABILITY: SURFACE MOTION
 AN1721
 AN1721  HISTORY     - Date     Condition        Report By
 AN1721  HISTORY     - 1943     MONUMENTED       CGS
 AN1721  HISTORY     - 1963     GOOD             USGS
 AN1721
 AN1721                          STATION DESCRIPTION
 AN1721
 AN1721'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1721'1.0 MI SE FROM ANGEL CITY.
 AN1721'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 239 FROM THE JUNCTION OF STATE
 AN1721'HIGHWAY 239 AND FARM TO MARKET ROAD 2043 AT ANGEL CITY, GOLIAD COUNTY,
 AN1721'470 FEET WEST OF CENTER OF FOUR CHANNEL CONCRETE CULVERT, 160 FEET
 AN1721'SOUTH OF CENTER LINE OF HIGHWAY, AND 4.7 FEET LOWER THAN THE HIGHWAY.
 AN1721'A STANDARD DISC, STAMPED B 878 1943 AND SET IN THE TOP OF A CONCRETE
 AN1721'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1781 ***********************************************************************
 AN1781  DESIGNATION -  B 879
 AN1781  PID         -  AN1781
 AN1781  STATE/COUNTY-  TX/GOLIAD
 AN1781  USGS QUAD   -  LAZY F RANCH (1987)
 AN1781
 AN1781                         *CURRENT SURVEY CONTROL
 AN1781  ___________________________________________________________________
 AN1781* NAD 83(1986)-  28 37 18.     (N)    097 41 27.     (W)     SCALED    
 AN1781* NAVD 88     -       110.33   (+/-2cm)     362.0    (feet)  VERTCON   
 AN1781  ___________________________________________________________________
 AN1781  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN1781
 AN1781  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1781
 AN1781.The horizontal coordinates were scaled from a topographic map and have
 AN1781.an estimated accuracy of +/- 6 seconds.
 AN1781
 AN1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1781.The vertical order pertains to the NGVD 29 superseded value.
 AN1781
 AN1781.The geoid height was determined by GEOID03.
 AN1781
 AN1781;                    North         East    Units  Estimated Accuracy
 AN1781;SPC TXSC     - 4,088,090.      728,020.      MT  (+/- 180 meters Scaled)
 AN1781
 AN1781                          SUPERSEDED SURVEY CONTROL
 AN1781
 AN1781  NGVD 29 (??/??/92)  110.34   (m)          362.0    (f) COMPUTED    2 0
 AN1781
 AN1781.Superseded values are not recommended for survey control.
 AN1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1781.See file dsdata.txt to determine how the superseded data were derived.
 AN1781
 AN1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS279667(NAD 83)
 AN1781_MARKER: DB = BENCH MARK DISK
 AN1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1781_STAMPING: B 879 1943
 AN1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1781+STABILITY: SURFACE MOTION
 AN1781
 AN1781  HISTORY     - Date     Condition        Report By
 AN1781  HISTORY     - 1943     MONUMENTED       CGS
 AN1781
 AN1781                          STATION DESCRIPTION
 AN1781
 AN1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1781'8.2 MI SE FROM BERCLAIR.
 AN1781'TO REACH FROM THE TEXAS AND NEW ORLEANS(SOUTHERN PACIFIC) RAILROAD
 AN1781'STATION AT BERCLAIR, PROCEED 0.25 MILE SOUTHWESTERLY ALONG THE TRACK
 AN1781'TO A DIRT ROAD CROSSING, THENCE 10.1 MILES NORTHWESTERLY ALONG A DIRT
 AN1781'ROAD TO THE EAST SLOPE OF A HILL AND SITE OF BENCH MARK.  BENCH MARK
 AN1781'IS 20.9 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AN1781'OF THE ROAD.  IT IS 3.1 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND
 AN1781'3.2 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT
 AN1781'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1782 ***********************************************************************
 AN1782  DESIGNATION -  B 879 RESET 1948
 AN1782  PID         -  AN1782
 AN1782  STATE/COUNTY-  TX/GOLIAD
 AN1782  USGS QUAD   -  LAZY F RANCH (1987)
 AN1782
 AN1782                         *CURRENT SURVEY CONTROL
 AN1782  ___________________________________________________________________
 AN1782* NAD 83(1986)-  28 37 18.     (N)    097 41 27.     (W)     SCALED    
 AN1782* NAVD 88     -       110.17   (+/-2cm)     361.4    (feet)  VERTCON   
 AN1782  ___________________________________________________________________
 AN1782  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN1782
 AN1782  VERT ORDER  -  THIRD (See Below)
 AN1782
 AN1782.The horizontal coordinates were scaled from a topographic map and have
 AN1782.an estimated accuracy of +/- 6 seconds.
 AN1782
 AN1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1782.The vertical order pertains to the NGVD 29 superseded value.
 AN1782
 AN1782.The geoid height was determined by GEOID03.
 AN1782
 AN1782;                    North         East    Units  Estimated Accuracy
 AN1782;SPC TXSC     - 4,088,090.      728,020.      MT  (+/- 180 meters Scaled)
 AN1782
 AN1782                          SUPERSEDED SURVEY CONTROL
 AN1782
 AN1782  NGVD 29 (??/??/??)  110.18   (m)          361.5    (f) RESET       3  
 AN1782
 AN1782.Superseded values are not recommended for survey control.
 AN1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1782.See file dsdata.txt to determine how the superseded data were derived.
 AN1782
 AN1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS279667(NAD 83)
 AN1782_MARKER: DB = BENCH MARK DISK
 AN1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1782_STAMPING: B 879 RESET 1948
 AN1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1782+STABILITY: SURFACE MOTION
 AN1782
 AN1782  HISTORY     - Date     Condition        Report By
 AN1782  HISTORY     - 1948     MONUMENTED       TXHD
 AN1782
 AN1782                          STATION DESCRIPTION
 AN1782
 AN1782'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AN1782'8.2 MI NE FROM PETTUS.
 AN1782'IN GOLIAD COUNTY, ABOUT 4.8 MILES NORTHEAST ALONG A DIRT ROAD FROM THE
 AN1782'ELEMENTARY SCHOOL AT PETTUS, BEE COUNTY, THENCE ABOUT 3.4 MILES
 AN1782'SOUTHEAST ALONG A DIRT ROAD.  AT THE EAST SLOPE OF A HILL, 30.9 FEET
 AN1782'SOUTH OF THE CENTER LINE OF THE ROAD, 4.8 FEET SOUTH OF THE
 AN1782'RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST. A
 AN1782'STANDARD DISK, STAMPED B 879 RESET 1948 AND SET IN THE TOP OF A
 AN1782'CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0837 ***********************************************************************
 BL0837  DESIGNATION -  B 88
 BL0837  PID         -  BL0837
 BL0837  STATE/COUNTY-  TX/WALKER
 BL0837  USGS QUAD   -  NEW WAVERLY (1976)
 BL0837
 BL0837                         *CURRENT SURVEY CONTROL
 BL0837  ___________________________________________________________________
 BL0837* NAD 83(1986)-  30 32 46.     (N)    095 28 46.     (W)     SCALED    
 BL0837* NAVD 88     -       113.44   (+/-2cm)     372.2    (feet)  VERTCON   
 BL0837  ___________________________________________________________________
 BL0837  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL0837
 BL0837  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0837
 BL0837.The horizontal coordinates were scaled from a topographic map and have
 BL0837.an estimated accuracy of +/- 6 seconds.
 BL0837
 BL0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0837.The vertical order pertains to the NGVD 29 superseded value.
 BL0837
 BL0837.The geoid height was determined by GEOID03.
 BL0837
 BL0837;                    North         East    Units  Estimated Accuracy
 BL0837;SPC TX C     - 3,107,650.    1,165,560.      MT  (+/- 180 meters Scaled)
 BL0837
 BL0837                          SUPERSEDED SURVEY CONTROL
 BL0837
 BL0837  NGVD 29 (??/??/92)  113.441  (m)          372.18   (f) ADJ UNCH    1 2
 BL0837
 BL0837.Superseded values are not recommended for survey control.
 BL0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0837.See file dsdata.txt to determine how the superseded data were derived.
 BL0837
 BL0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP621819(NAD 83)
 BL0837_MARKER: DB = BENCH MARK DISK
 BL0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0837_STAMPING: B 88 1932 372.443
 BL0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0837+STABILITY: SURFACE MOTION
 BL0837
 BL0837  HISTORY     - Date     Condition        Report By
 BL0837  HISTORY     - 1932     MONUMENTED       CGS
 BL0837  HISTORY     - 1960     GOOD             NGS
 BL0837  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL0837
 BL0837                          STATION DESCRIPTION
 BL0837
 BL0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0837'0.6 MI N FROM NEW WAVERLY.
 BL0837'ABOUT 0.6 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0837'STATION AT NEW WAVERLY, 3 1/2 POLES SOUTH OF MILEPOST 95, 78 1/2 FEET
 BL0837'EAST OF THE EAST RAIL OF THE MAIN TRACK, IN THE SOUTHWEST PART OF THE
 BL0837'NEW WAVERLY HIGH SCHOOL GROUNDS, 228 FEET WEST OF THE SOUTHWEST CORNER
 BL0837'OF THE SCHOOL BUILDING, 42 FEET NORTH OF THE CENTER LINE OF AN
 BL0837'EAST-WEST ROAD, 30 FEET EAST OF A POWER POLE, 32 1/2 FEET EAST OF A
 BL0837'FENCE, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF
 BL0837'A CONCRETE POST PROJECTING 5 INCHES.
 BL0837
 BL0837                          STATION RECOVERY (1973)
 BL0837
 BL0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1024 ***********************************************************************
 AN1024  DESIGNATION -  B 880
 AN1024  PID         -  AN1024
 AN1024  STATE/COUNTY-  TX/GOLIAD
 AN1024  USGS QUAD   -  GOLIAD (1987)
 AN1024
 AN1024                         *CURRENT SURVEY CONTROL
 AN1024  ___________________________________________________________________
 AN1024* NAD 83(1986)-  28 39 56.     (N)    097 26 42.     (W)     SCALED    
 AN1024* NAVD 88     -        48.13   (+/-2cm)     157.9    (feet)  VERTCON   
 AN1024  ___________________________________________________________________
 AN1024  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1024
 AN1024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1024
 AN1024.The horizontal coordinates were scaled from a topographic map and have
 AN1024.an estimated accuracy of +/- 6 seconds.
 AN1024
 AN1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1024.The vertical order pertains to the NGVD 29 superseded value.
 AN1024
 AN1024.The geoid height was determined by GEOID03.
 AN1024
 AN1024;                    North         East    Units  Estimated Accuracy
 AN1024;SPC TXSC     - 4,093,250.      751,990.      MT  (+/- 180 meters Scaled)
 AN1024
 AN1024                          SUPERSEDED SURVEY CONTROL
 AN1024
 AN1024  NGVD 29 (??/??/92)   48.18   (m)          158.1    (f) COMPUTED    2 0
 AN1024
 AN1024.Superseded values are not recommended for survey control.
 AN1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1024.See file dsdata.txt to determine how the superseded data were derived.
 AN1024
 AN1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS519719(NAD 83)
 AN1024_MARKER: DB = BENCH MARK DISK
 AN1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1024_STAMPING: B 880 1943
 AN1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1024+STABILITY: SURFACE MOTION
 AN1024
 AN1024  HISTORY     - Date     Condition        Report By
 AN1024  HISTORY     - 1943     MONUMENTED       CGS
 AN1024
 AN1024                          STATION DESCRIPTION
 AN1024
 AN1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1024'3.25 MI W FROM GOLIAD.
 AN1024'TO REACH FROM THE COURT HOUSE AT GOLIAD, PROCEED 1.0 BLOCK SOUTH TO A
 AN1024'DIRT CROSS ROAD, THENCE 3.3 MILES WESTERLY ALONG A WIDE DIRT ROAD TO
 AN1024'SITE OF BENCH MARK.  BENCH MARK IS 58.3 FEET NORTH OF AND ABOUT THE
 AN1024'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 3.6 FEET EAST OF
 AN1024'TELEPHONE POLE NO. 4/0, 3.0 FEET WEST OF A 4X4 INCH WHITE WOODEN
 AN1024'MARKER POST AND 1.7 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 AN1024'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1736 ***********************************************************************
 AN1736  DESIGNATION -  B 881
 AN1736  PID         -  AN1736
 AN1736  STATE/COUNTY-  TX/GOLIAD
 AN1736  USGS QUAD   -  RUNGE SE (1987)
 AN1736
 AN1736                         *CURRENT SURVEY CONTROL
 AN1736  ___________________________________________________________________
 AN1736* NAD 83(1986)-  28 49 01.     (N)    097 30 29.     (W)     SCALED    
 AN1736* NAVD 88     -        77.25   (+/-2cm)     253.4    (feet)  VERTCON   
 AN1736  ___________________________________________________________________
 AN1736  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1736
 AN1736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1736
 AN1736.The horizontal coordinates were scaled from a topographic map and have
 AN1736.an estimated accuracy of +/- 6 seconds.
 AN1736
 AN1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1736.The vertical order pertains to the NGVD 29 superseded value.
 AN1736
 AN1736.The geoid height was determined by GEOID03.
 AN1736
 AN1736;                    North         East    Units  Estimated Accuracy
 AN1736;SPC TXSC     - 4,109,940.      745,610.      MT  (+/- 180 meters Scaled)
 AN1736
 AN1736                          SUPERSEDED SURVEY CONTROL
 AN1736
 AN1736  NGVD 29 (??/??/92)   77.263  (m)          253.49   (f) ADJ UNCH    2 0
 AN1736
 AN1736.Superseded values are not recommended for survey control.
 AN1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1736.See file dsdata.txt to determine how the superseded data were derived.
 AN1736
 AN1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS455886(NAD 83)
 AN1736_MARKER: DB = BENCH MARK DISK
 AN1736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1736_SP_SET: PILLAR
 AN1736_STAMPING: B 881 1943
 AN1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1736
 AN1736  HISTORY     - Date     Condition        Report By
 AN1736  HISTORY     - 1943     MONUMENTED       CGS
 AN1736  HISTORY     - 1962     MARK NOT FOUND   USGS
 AN1736
 AN1736                          STATION DESCRIPTION
 AN1736
 AN1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1736'10.4 MI NE FROM CHARCO.
 AN1736'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 2.05 MILES
 AN1736'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO THE INTERSECTION OF A DIRT
 AN1736'ROAD LEADING EAST, THENCE 8.35 MILES EASTERLY ALONG A DIRT ROAD TO A
 AN1736'LARGE STEEL BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AN1736'HORIZONTALLY IN THE TOP OF THE EAST CONCRETE PILLAR OF A 195.0 FOOT
 AN1736'STEEL BRIDGE OVER A CREEK.  IT IS 6.4 FEET SOUTHEAST OF AND ABOUT 1.0
 AN1736'FOOT BELOW THE CENTERLINE OF THE ROAD.  NOTE-- THIS BENCH MARK IS ALSO
 AN1736'5.2 MILES SOUTHWEST OF THE POST OFFICE AT WEESATCHE.
 AN1736
 AN1736                          STATION RECOVERY (1962)
 AN1736
 AN1736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AN1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0627 ***********************************************************************
 BL0627  DESIGNATION -  B 882
 BL0627  PID         -  BL0627
 BL0627  STATE/COUNTY-  TX/POLK
 BL0627  USGS QUAD   -  NEW WILLARD (1984)
 BL0627
 BL0627                         *CURRENT SURVEY CONTROL
 BL0627  ___________________________________________________________________
 BL0627* NAD 83(1986)-  30 50 06.     (N)    094 58 27.     (W)     SCALED    
 BL0627* NAVD 88     -        86.52   (+/-2cm)     283.9    (feet)  VERTCON   
 BL0627  ___________________________________________________________________
 BL0627  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL0627
 BL0627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0627
 BL0627.The horizontal coordinates were scaled from a topographic map and have
 BL0627.an estimated accuracy of +/- 6 seconds.
 BL0627
 BL0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0627.The vertical order pertains to the NGVD 29 superseded value.
 BL0627
 BL0627.The geoid height was determined by GEOID03.
 BL0627
 BL0627;                    North         East    Units  Estimated Accuracy
 BL0627;SPC TX C     - 3,141,860.    1,212,450.      MT  (+/- 180 meters Scaled)
 BL0627
 BL0627                          SUPERSEDED SURVEY CONTROL
 BL0627
 BL0627  NGVD 29 (??/??/92)   86.534  (m)          283.90   (f) ADJ UNCH    2 0
 BL0627
 BL0627.Superseded values are not recommended for survey control.
 BL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0627.See file dsdata.txt to determine how the superseded data were derived.
 BL0627
 BL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ111129(NAD 83)
 BL0627_MARKER: DB = BENCH MARK DISK
 BL0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0627_STAMPING: B 882 1947
 BL0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0627+STABILITY: SURFACE MOTION
 BL0627
 BL0627  HISTORY     - Date     Condition        Report By
 BL0627  HISTORY     - 1947     MONUMENTED       CGS
 BL0627  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0627  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0627
 BL0627                          STATION DESCRIPTION
 BL0627
 BL0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0627'7.0 MI W FROM LEGGETT.
 BL0627'7.0 MILES WEST ALONG THE LEGGETT-ONALASKA ROAD FROM THE TEXAS AND NEW
 BL0627'ORLEANS RAILWAY STATION AT LEGGETT, 54.6 FEET NORTH OF AND ACROSS THE
 BL0627'ROAD FROM A T FENCE CORNER, 26.0 FEET NORTH OF AND 1.0 FOOT LOWER THAN
 BL0627'THE CENTER LINE OF THE ROAD, 24.0 FEET WEST OF THE FIRST POWER POLE
 BL0627'WEST OF A POINT WHERE THE POWER LINE CROSSES OVER THE ROAD, 1.8 FEET
 BL0627'EAST OF A REFERENCE POST, IN LINE WITH THE ROW OF POWER POLES, SET IN
 BL0627'THE TOP OF A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL0627
 BL0627                          STATION RECOVERY (1977)
 BL0627
 BL0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0627'MARK NOT FOUND.
 BL0627
 BL0627                          STATION RECOVERY (1997)
 BL0627
 BL0627'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0603 ***********************************************************************
 BL0603  DESIGNATION -  B 883
 BL0603  PID         -  BL0603
 BL0603  STATE/COUNTY-  TX/POLK
 BL0603  USGS QUAD   -  CORRIGAN (1984)
 BL0603
 BL0603                         *CURRENT SURVEY CONTROL
 BL0603  ___________________________________________________________________
 BL0603* NAD 83(1986)-  30 59 47.     (N)    094 50 18.     (W)     SCALED    
 BL0603* NAVD 88     -        68.86   (+/-2cm)     225.9    (feet)  VERTCON   
 BL0603  ___________________________________________________________________
 BL0603  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0603
 BL0603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0603
 BL0603.The horizontal coordinates were scaled from a topographic map and have
 BL0603.an estimated accuracy of +/- 6 seconds.
 BL0603
 BL0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0603.The vertical order pertains to the NGVD 29 superseded value.
 BL0603
 BL0603.The geoid height was determined by GEOID03.
 BL0603
 BL0603;                    North         East    Units  Estimated Accuracy
 BL0603;SPC TX C     - 3,160,360.    1,224,540.      MT  (+/- 180 meters Scaled)
 BL0603
 BL0603                          SUPERSEDED SURVEY CONTROL
 BL0603
 BL0603  NGVD 29 (??/??/92)   68.877  (m)          225.97   (f) ADJ UNCH    2 0
 BL0603
 BL0603.Superseded values are not recommended for survey control.
 BL0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0603.See file dsdata.txt to determine how the superseded data were derived.
 BL0603
 BL0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ244306(NAD 83)
 BL0603_MARKER: DB = BENCH MARK DISK
 BL0603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0603_SP_SET: ABUTMENT
 BL0603_STAMPING: B 883 1947
 BL0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0603
 BL0603  HISTORY     - Date     Condition        Report By
 BL0603  HISTORY     - 1947     MONUMENTED       CGS
 BL0603  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0603  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0603  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0603
 BL0603                          STATION DESCRIPTION
 BL0603
 BL0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0603'0.7 MI W FROM CORRIGAN.
 BL0603'0.7 MILE WEST ALONG U. S. HIGHWAY 287 FROM THE TEXAS AND NEW ORLEANS
 BL0603'RAILWAY STATION AT CORRIGAN, 13.0 FEET NORTH OF THE CENTER LINE OF THE
 BL0603'HIGHWAY, SET IN THE TOP OF THE NORTHWEST CONCRETE ABUTMENT OF A 190
 BL0603'FOOT BRIDGE, AND 4.8 FEET SOUTH OF THE NORTH END OF THE ABUTMENT.
 BL0603
 BL0603                          STATION RECOVERY (1977)
 BL0603
 BL0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0603'MARK NOT FOUND.
 BL0603
 BL0603                          STATION RECOVERY (1990)
 BL0603
 BL0603'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 BL0603'MARK NOT FOUND.
 BL0603
 BL0603                          STATION RECOVERY (1997)
 BL0603
 BL0603'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0934 ***********************************************************************
 BL0934  DESIGNATION -  B 884
 BL0934  PID         -  BL0934
 BL0934  STATE/COUNTY-  TX/POLK
 BL0934  USGS QUAD   -  COLITA (1972)
 BL0934
 BL0934                         *CURRENT SURVEY CONTROL
 BL0934  ___________________________________________________________________
 BL0934* NAD 83(1993)-  30 56 21.83042(N)    095 02 56.82960(W)     ADJUSTED  
 BL0934* NAVD 88     -        93.53   (+/-2cm)     306.9    (feet)  VERTCON   
 BL0934  ___________________________________________________________________
 BL0934  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BL0934  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL0934
 BL0934  HORZ ORDER  -  SECOND
 BL0934  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0934
 BL0934.The horizontal coordinates were established by classical geodetic methods
 BL0934.and adjusted by the National Geodetic Survey in February 1996..
 BL0934
 BL0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0934.The vertical order pertains to the NGVD 29 superseded value.
 BL0934
 BL0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0934
 BL0934.The geoid height was determined by GEOID03.
 BL0934
 BL0934;                    North         East     Units Scale Factor Converg.
 BL0934;SPC TX C     - 3,153,078.716 1,204,734.539   MT  0.99988233   +2 43 18.1
 BL0934;SPC TX C     -10,344,725.75  3,952,533.23   sFT  0.99988233   +2 43 18.1
 BL0934;UTM  15      - 3,424,685.943   304,235.228   MT  1.00007276   -1 03 13.9
 BL0934
 BL0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0934!SPC TX C     -   0.99998960  x   0.99988233  =   0.99987194
 BL0934!UTM  15      -   0.99998960  x   1.00007276  =   1.00006236
 BL0934
 BL0934                          SUPERSEDED SURVEY CONTROL
 BL0934
 BL0934  NAD 83(1986)-  30 56 21.84156(N)    095 02 56.81589(W) AD(       ) 2
 BL0934  NAD 27      -  30 56 21.16400(N)    095 02 56.05400(W) AD(       ) 2
 BL0934  NGVD 29 (??/??/92)   93.549  (m)          306.92   (f) ADJ UNCH    2 0
 BL0934
 BL0934.Superseded values are not recommended for survey control.
 BL0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0934.See file dsdata.txt to determine how the superseded data were derived.
 BL0934
 BL0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ0423524686(NAD 83)
 BL0934_MARKER: DB = BENCH MARK DISK
 BL0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0934_STAMPING: B 884 1947
 BL0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0934+STABILITY: SURFACE MOTION
 BL0934
 BL0934  HISTORY     - Date     Condition        Report By
 BL0934  HISTORY     - 1947     MONUMENTED       CGS
 BL0934  HISTORY     - 1947     GOOD             CGS
 BL0934  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL0934
 BL0934                          STATION DESCRIPTION
 BL0934
 BL0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0934'STATION IS A STANDARD USC AND GS BENCH MARK DISK
 BL0934'SET IN THE TOP OF A TEN INCH SQUARE CONCRETE POST THAT PROJECTS
 BL0934'6 INCHES.  IT IS 26 FEET SOUTH OF THE CENTER OF A ROAD, 22 FEET
 BL0934'SOUTHWEST OF A TELEPHONE POLE, AND 1.5 FEET NORTH OF A WITNESS
 BL0934'POST.  IT IS STAMPED B 884 1947.
 BL0934
 BL0934                          STATION RECOVERY (1947)
 BL0934
 BL0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 BL0934'12.9 MI SE FROM GROVETON.
 BL0934'5.4 MILES SOUTH ALONG THE GROVETON - SEBASTOPOL ROAD FROM THE
 BL0934'COURTHOUSE AT GROVETON, THENCE 3.1 MILES SOUTHEAST ALONG A GRADED DIRT
 BL0934'ROAD, THENCE 1.1 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 3.3 MILES
 BL0934'SOUTHEAST ALONG A GRADED DIRT ROAD, 25.0 FEET SOUTH OF THE CENTER LINE
 BL0934'OF THE ROAD, 24.7 FEET EAST OF A 12 INCH TRIANGULAR BLAZED PINE TREE,
 BL0934'21.5 FEET SOUTHWEST OF A TELEPHONE POLE, 7.1 FEET WEST OF A 12 INCH
 BL0934'TRIANGULAR BLAZED PINE TREE, 1.3 FEET NORTH OF A WITNESS POST, SET IN
 BL0934'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL0934
 BL0934                          STATION RECOVERY (1987)
 BL0934
 BL0934'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0901 ***********************************************************************
 BL0901  DESIGNATION -  B 885
 BL0901  PID         -  BL0901
 BL0901  STATE/COUNTY-  TX/TRINITY
 BL0901  USGS QUAD   -  CHITA (1972)
 BL0901
 BL0901                         *CURRENT SURVEY CONTROL
 BL0901  ___________________________________________________________________
 BL0901* NAD 83(1986)-  30 57 21.     (N)    095 10 55.     (W)     SCALED    
 BL0901* NAVD 88     -        79.96   (+/-2cm)     262.3    (feet)  VERTCON   
 BL0901  ___________________________________________________________________
 BL0901  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BL0901
 BL0901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0901
 BL0901.The horizontal coordinates were scaled from a topographic map and have
 BL0901.an estimated accuracy of +/- 6 seconds.
 BL0901
 BL0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0901.The vertical order pertains to the NGVD 29 superseded value.
 BL0901
 BL0901.The geoid height was determined by GEOID03.
 BL0901
 BL0901;                    North         East    Units  Estimated Accuracy
 BL0901;SPC TX C     - 3,154,300.    1,191,970.      MT  (+/- 180 meters Scaled)
 BL0901
 BL0901                          SUPERSEDED SURVEY CONTROL
 BL0901
 BL0901  NGVD 29 (??/??/92)   79.967  (m)          262.36   (f) ADJ UNCH    2 0
 BL0901
 BL0901.Superseded values are not recommended for survey control.
 BL0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0901.See file dsdata.txt to determine how the superseded data were derived.
 BL0901
 BL0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ915267(NAD 83)
 BL0901_MARKER: DB = BENCH MARK DISK
 BL0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0901_STAMPING: B 885 1947
 BL0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0901+STABILITY: SURFACE MOTION
 BL0901
 BL0901  HISTORY     - Date     Condition        Report By
 BL0901  HISTORY     - 1947     MONUMENTED       CGS
 BL0901  HISTORY     - 19960601 GOOD             USPSQD
 BL0901
 BL0901                          STATION DESCRIPTION
 BL0901
 BL0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0901'2.2 MI NE FROM CHITA.
 BL0901'2.2 MILES NORTHEAST ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE CHITA
 BL0901'BAPTIST CHURCH AT CHITA, APPROXIMATELY 140 YARDS SOUTH OF A FARMHOUSE
 BL0901'(ON TOP OF A ROCKY HILL), 59.0 FEET EAST OF AND 1.0 FOOT ABOVE THE
 BL0901'CENTER LINE OF THE ROAD, 59.0 FEET SOUTHWEST OF A T FENCE CORNER, 20.7
 BL0901'FEET NORTHEAST OF A 12 INCH SWEETGUM TREE AT A FENCE CORNER, 1.3 FEET
 BL0901'SOUTHEAST OF A REFERENCE POST, 0.7 FOOT NORTHWEST OF A FENCE, SET IN
 BL0901'THE TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BL0901
 BL0901                          STATION RECOVERY (1996)
 BL0901
 BL0901'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0787 ***********************************************************************
 AN0787  DESIGNATION -  B 886
 AN0787  PID         -  AN0787
 AN0787  STATE/COUNTY-  TX/VICTORIA
 AN0787  USGS QUAD   -  INEZ NW (1995)
 AN0787
 AN0787                         *CURRENT SURVEY CONTROL
 AN0787  ___________________________________________________________________
 AN0787* NAD 83(1986)-  28 54 41.     (N)    096 56 24.     (W)     SCALED    
 AN0787* NAVD 88     -        36.23   (+/-2cm)     118.9    (feet)  VERTCON   
 AN0787  ___________________________________________________________________
 AN0787  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0787
 AN0787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0787
 AN0787.The horizontal coordinates were scaled from a topographic map and have
 AN0787.an estimated accuracy of +/- 6 seconds.
 AN0787
 AN0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0787.The vertical order pertains to the NGVD 29 superseded value.
 AN0787
 AN0787.The geoid height was determined by GEOID03.
 AN0787
 AN0787;                    North         East    Units  Estimated Accuracy
 AN0787;SPC TXSC     - 4,121,250.      800,860.      MT  (+/- 180 meters Scaled)
 AN0787
 AN0787                          SUPERSEDED SURVEY CONTROL
 AN0787
 AN0787  NGVD 29 (??/??/92)   36.293  (m)          119.07   (f) ADJ UNCH    2 0
 AN0787
 AN0787.Superseded values are not recommended for survey control.
 AN0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0787.See file dsdata.txt to determine how the superseded data were derived.
 AN0787
 AN0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS008999(NAD 83)
 AN0787_MARKER: DB = BENCH MARK DISK
 AN0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0787_STAMPING: B 886 1943
 AN0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0787+STABILITY: SURFACE MOTION
 AN0787
 AN0787  HISTORY     - Date     Condition        Report By
 AN0787  HISTORY     - 1943     MONUMENTED       CGS
 AN0787
 AN0787                          STATION DESCRIPTION
 AN0787
 AN0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0787'9.05 MI NE FROM VICTORIA.
 AN0787'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 295 AND U. S.
 AN0787'HIGHWAY NO. 59 AT VICTORIA-- PROCEED 2.75 MILES NORTHERLY ALONG STATE
 AN0787'HIGHWAY NO. 295 TO A DIRT SIDE ROAD INTERSECTION LEADING NORTHEAST,
 AN0787'THENCE 6.3 MILES NORTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AN0787'26.0 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AN0787'OF ROAD, AND 9.0 FEET NORTHEAST OF A FENCE CORNER.  IT IS 1.3 FEET
 AN0787'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTHWEST OF A
 AN0787'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.  BENCH MARK
 AN0787'IS ALSO ABOUT 0.55 MILE SOUTHWEST OF A CURVE TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1668 ***********************************************************************
 AX1668  DESIGNATION -  B 887
 AX1668  PID         -  AX1668
 AX1668  STATE/COUNTY-  TX/DE WITT
 AX1668  USGS QUAD   -  BLACKWELL LAKE (1987)
 AX1668
 AX1668                         *CURRENT SURVEY CONTROL
 AX1668  ___________________________________________________________________
 AX1668* NAD 83(1986)-  29 00 37.     (N)    097 26 04.     (W)     SCALED    
 AX1668* NAVD 88     -        93.03   (+/-2cm)     305.2    (feet)  VERTCON   
 AX1668  ___________________________________________________________________
 AX1668  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX1668
 AX1668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1668
 AX1668.The horizontal coordinates were scaled from a topographic map and have
 AX1668.an estimated accuracy of +/- 6 seconds.
 AX1668
 AX1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1668.The vertical order pertains to the NGVD 29 superseded value.
 AX1668
 AX1668.The geoid height was determined by GEOID03.
 AX1668
 AX1668;                    North         East    Units  Estimated Accuracy
 AX1668;SPC TXSC     - 4,131,460.      752,510.      MT  (+/- 180 meters Scaled)
 AX1668
 AX1668                          SUPERSEDED SURVEY CONTROL
 AX1668
 AX1668  NGVD 29 (??/??/92)   93.039  (m)          305.25   (f) ADJ UNCH    2 0
 AX1668
 AX1668.Superseded values are not recommended for survey control.
 AX1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1668.See file dsdata.txt to determine how the superseded data were derived.
 AX1668
 AX1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT524101(NAD 83)
 AX1668_MARKER: DB = BENCH MARK DISK
 AX1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1668_STAMPING: B 887 1943
 AX1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1668+STABILITY: SURFACE MOTION
 AX1668
 AX1668  HISTORY     - Date     Condition        Report By
 AX1668  HISTORY     - 1943     MONUMENTED       CGS
 AX1668  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1668
 AX1668                          STATION DESCRIPTION
 AX1668
 AX1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1668'5.5 MI NE FROM YORKTOWN.
 AX1668'TO REACH FROM THE POST OFFICE AT YORKTOWN-- PROCEED 4.4 MILES
 AX1668'NORTHEASTERLY ALONG STATE HIGHWAY NO. 72 TO A DIRT SIDE ROAD
 AX1668'INTERSECTION LEADING EASTERLY TO ARNECKEVILLE, THENCE 1.1 MILES
 AX1668'EASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE
 AX1668'NORTHWEST OF A RIGHT ANGLE CURVE TO THE SOUTHWEST, AND 18.0 FEET
 AX1668'SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.
 AX1668'IT IS 5.0 FEET SOUTHWEST OF A FENCE CORNER, 0.7 FOOT NORTHWEST OF A
 AX1668'FENCE, AND 3.5 FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST.
 AX1668'MONUMENT PROJECTS 0.3 FOOT.
 AX1668
 AX1668                          STATION RECOVERY (2001)
 AX1668
 AX1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1668'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1077 ***********************************************************************
 AN1077  DESIGNATION -  B 888
 AN1077  PID         -  AN1077
 AN1077  STATE/COUNTY-  TX/VICTORIA
 AN1077  USGS QUAD   -  NURSERY (1987)
 AN1077
 AN1077                         *CURRENT SURVEY CONTROL
 AN1077  ___________________________________________________________________
 AN1077* NAD 83(1986)-  28 54 37.     (N)    097 07 05.     (W)     SCALED    
 AN1077* NAVD 88     -        41.41   (+/-2cm)     135.9    (feet)  VERTCON   
 AN1077  ___________________________________________________________________
 AN1077  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1077
 AN1077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1077
 AN1077.The horizontal coordinates were scaled from a topographic map and have
 AN1077.an estimated accuracy of +/- 6 seconds.
 AN1077
 AN1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1077.The vertical order pertains to the NGVD 29 superseded value.
 AN1077
 AN1077.The geoid height was determined by GEOID03.
 AN1077
 AN1077;                    North         East    Units  Estimated Accuracy
 AN1077;SPC TXSC     - 4,120,830.      783,510.      MT  (+/- 180 meters Scaled)
 AN1077
 AN1077                          SUPERSEDED SURVEY CONTROL
 AN1077
 AN1077  NGVD 29 (??/??/92)   41.462  (m)          136.03   (f) ADJ UNCH    2 0
 AN1077
 AN1077.Superseded values are not recommended for survey control.
 AN1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1077.See file dsdata.txt to determine how the superseded data were derived.
 AN1077
 AN1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS834995(NAD 83)
 AN1077_MARKER: DB = BENCH MARK DISK
 AN1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1077_STAMPING: B 888 1943
 AN1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1077+STABILITY: SURFACE MOTION
 AN1077
 AN1077  HISTORY     - Date     Condition        Report By
 AN1077  HISTORY     - 1943     MONUMENTED       CGS
 AN1077
 AN1077                          STATION DESCRIPTION
 AN1077
 AN1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1077'1.55 MI SW FROM NURSERY.
 AN1077'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 1.55 MILES
 AN1077'SOUTHWESTERLY ALONG THE NURSERY-SCHROEDER ROAD TO SITE OF BENCH MARK.
 AN1077'BENCH MARK IS 22.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS
 AN1077'THE CENTERLINE OF ROAD, AND 16.0 FEET SOUTHWEST OF THE CENTERLINE OF A
 AN1077'WOODEN GATE AND A FARM ROAD LEADING SOUTHEAST.  IT IS 1.5 FEET
 AN1077'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.3 FEET NORTHEAST OF A
 AN1077'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1078 ***********************************************************************
 AN1078  DESIGNATION -  B 888 RESET 1949
 AN1078  PID         -  AN1078
 AN1078  STATE/COUNTY-  TX/VICTORIA
 AN1078  USGS QUAD   -  NURSERY (1987)
 AN1078
 AN1078                         *CURRENT SURVEY CONTROL
 AN1078  ___________________________________________________________________
 AN1078* NAD 83(1986)-  28 54 37.     (N)    097 07 05.     (W)     SCALED    
 AN1078* NAVD 88     -        41.34   (+/-2cm)     135.6    (feet)  VERTCON   
 AN1078  ___________________________________________________________________
 AN1078  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1078
 AN1078  VERT ORDER  -  THIRD (See Below)
 AN1078
 AN1078.The horizontal coordinates were scaled from a topographic map and have
 AN1078.an estimated accuracy of +/- 6 seconds.
 AN1078
 AN1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1078.The vertical order pertains to the NGVD 29 superseded value.
 AN1078
 AN1078.The geoid height was determined by GEOID03.
 AN1078
 AN1078;                    North         East    Units  Estimated Accuracy
 AN1078;SPC TXSC     - 4,120,830.      783,510.      MT  (+/- 180 meters Scaled)
 AN1078
 AN1078                          SUPERSEDED SURVEY CONTROL
 AN1078
 AN1078  NGVD 29 (01/29/03)   41.39   (m)          135.8    (f) RESET       3  
 AN1078
 AN1078.Superseded values are not recommended for survey control.
 AN1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1078.See file dsdata.txt to determine how the superseded data were derived.
 AN1078
 AN1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS834995(NAD 83)
 AN1078_MARKER: DB = BENCH MARK DISK
 AN1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1078_STAMPING: B 888 RESET 1949
 AN1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1078+STABILITY: SURFACE MOTION
 AN1078
 AN1078  HISTORY     - Date     Condition        Report By
 AN1078  HISTORY     - 1949     MONUMENTED       TXHD
 AN1078  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1078
 AN1078                          STATION DESCRIPTION
 AN1078
 AN1078'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AN1078'1.6 MI SW FROM NURSERY.
 AN1078'1.6 MILES SOUTHWEST ALONG FARM-TO-MARKET HIGHWAY 447 FROM THE POST
 AN1078'OFFICE AT NURSERY, VICTORIA COUNTY, AT THE JUNCTION OF A FARM ROAD
 AN1078'LEADING SOUTHEAST, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AN1078'HIGHWAY, AT THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTHWEST OF A WHITE
 AN1078'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 888 RESET 1949 AND
 AN1078'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AN1078
 AN1078                          STATION RECOVERY (1990)
 AN1078
 AN1078'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4771 ***********************************************************************
 AW4771  DESIGNATION -  B 891
 AW4771  PID         -  AW4771
 AW4771  STATE/COUNTY-  TX/FORT BEND
 AW4771  USGS QUAD   -  RICHMOND (1980)
 AW4771
 AW4771                         *CURRENT SURVEY CONTROL
 AW4771  ___________________________________________________________________
 AW4771* NAD 83(1986)-  29 33 41.     (N)    095 48 51.     (W)     SCALED    
 AW4771* NAVD 88     -        31.37   (+/-2cm)     102.9    (feet)  VERTCON   
 AW4771  ___________________________________________________________________
 AW4771  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW4771
 AW4771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4771
 AW4771.The horizontal coordinates were scaled from a topographic map and have
 AW4771.an estimated accuracy of +/- 6 seconds.
 AW4771
 AW4771.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4771.The vertical order pertains to the NGVD 29 superseded value.
 AW4771
 AW4771.The geoid height was determined by GEOID03.
 AW4771
 AW4771;                    North         East    Units  Estimated Accuracy
 AW4771;SPC TXSC     - 4,195,720.      908,650.      MT  (+/- 180 meters Scaled)
 AW4771
 AW4771                          SUPERSEDED SURVEY CONTROL
 AW4771
 AW4771  NGVD 29 (??/??/92)   31.369  (m)          102.92   (f) ADJ UNCH    2 0
 AW4771
 AW4771.Superseded values are not recommended for survey control.
 AW4771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4771.See file dsdata.txt to determine how the superseded data were derived.
 AW4771
 AW4771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN273734(NAD 83)
 AW4771_MARKER: DB = BENCH MARK DISK
 AW4771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4771_STAMPING: B 891 1943
 AW4771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4771+STABILITY: SURFACE MOTION
 AW4771
 AW4771  HISTORY     - Date     Condition        Report By
 AW4771  HISTORY     - 1943     MONUMENTED       CGS
 AW4771  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4771  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW4771  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4771
 AW4771                          STATION DESCRIPTION
 AW4771
 AW4771'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4771'0.5 MI W FROM ROSENBERG.
 AW4771'0.5 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4771'STATION AT ROSENBERG, FORT BEND COUNTY, 0.2 MILE WEST OF MILE POLE 66,
 AW4771'0.15 MILE EAST OF A STOCK PEN, 30.3 FEET NORTH OF THE NORTH RAIL OF
 AW4771'THE NORTH TRACK, 22 FEET SOUTH OF THE CENTERLINE OF A ROAD, 3 FEET
 AW4771'SOUTH OF A FENCE, 1.8 FEET EAST OF A WHITE WOODEN WITNESS POST AND SET
 AW4771'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 ABOVE GROUND.
 AW4771
 AW4771                          STATION RECOVERY (1971)
 AW4771
 AW4771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4771'MARK NOT FOUND.
 AW4771
 AW4771                          STATION RECOVERY (1995)
 AW4771
 AW4771'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4771'MARK NOT FOUND.
 AW4771
 AW4771                          STATION RECOVERY (1999)
 AW4771
 AW4771'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0159 ***********************************************************************
 BY0159  DESIGNATION -  B 892
 BY0159  PID         -  BY0159
 BY0159  STATE/COUNTY-  TX/NACOGDOCHES
 BY0159  USGS QUAD   -  MARTINSVILLE (1984)
 BY0159
 BY0159                         *CURRENT SURVEY CONTROL
 BY0159  ___________________________________________________________________
 BY0159* NAD 83(1986)-  31 43 22.     (N)    094 30 00.     (W)     SCALED    
 BY0159* NAVD 88     -       111.51   (+/-2cm)     365.8    (feet)  VERTCON   
 BY0159  ___________________________________________________________________
 BY0159  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BY0159
 BY0159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0159
 BY0159.The horizontal coordinates were scaled from a topographic map and have
 BY0159.an estimated accuracy of +/- 6 seconds.
 BY0159
 BY0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0159.The vertical order pertains to the NGVD 29 superseded value.
 BY0159
 BY0159.The geoid height was determined by GEOID03.
 BY0159
 BY0159;                    North         East    Units  Estimated Accuracy
 BY0159;SPC TX C     - 3,242,430.    1,252,590.      MT  (+/- 180 meters Scaled)
 BY0159
 BY0159                          SUPERSEDED SURVEY CONTROL
 BY0159
 BY0159  NGVD 29 (??/??/92)  111.522  (m)          365.89   (f) ADJ UNCH    2 0
 BY0159
 BY0159.Superseded values are not recommended for survey control.
 BY0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0159.See file dsdata.txt to determine how the superseded data were derived.
 BY0159
 BY0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR578106(NAD 83)
 BY0159_MARKER: DB = BENCH MARK DISK
 BY0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0159_STAMPING: B 892 1948
 BY0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0159+STABILITY: SURFACE MOTION
 BY0159
 BY0159  HISTORY     - Date     Condition        Report By
 BY0159  HISTORY     - 1948     MONUMENTED       CGS
 BY0159  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0159
 BY0159                          STATION DESCRIPTION
 BY0159
 BY0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0159'7.75 MI NW FROM APPLEBY.
 BY0159'5.75 MILES EAST ALONG THE APPLEBY-PISGAH CHURCH ROAD FROM THE CROSSING
 BY0159'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, THENCE
 BY0159'2.0 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 0.3 MILE EAST OF
 BY0159'JUNCTION WITH A ROAD LEADING SOUTH, 0.1 MILE WEST OF A FARMHOUSE, AT
 BY0159'W. A. SPARKS POULTRY RANCH, 91.0 FEET EAST OF A FENCE, 65.0 FEET NORTH
 BY0159'OF THE CENTER LINE OF THE ROAD, 18.0 FEET EAST OF A 20-INCH OAK TREE,
 BY0159'14.0 FEET WEST OF A 20-INCH OAK TREE, 2.4 FEET SOUTH OF A REFERENCE
 BY0159'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 BY0159'THE GROUND.
 BY0159
 BY0159                          STATION RECOVERY (1998)
 BY0159
 BY0159'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1036 ***********************************************************************
 BY1036  DESIGNATION -  B 893 RESET 1968
 BY1036  PID         -  BY1036
 BY1036  STATE/COUNTY-  TX/NACOGDOCHES
 BY1036  USGS QUAD   -  PLATT (1980)
 BY1036
 BY1036                         *CURRENT SURVEY CONTROL
 BY1036  ___________________________________________________________________
 BY1036* NAD 83(1986)-  31 29 17.     (N)    094 35 41.     (W)     SCALED    
 BY1036* NAVD 88     -        55.81   (+/-2cm)     183.1    (feet)  VERTCON   
 BY1036  ___________________________________________________________________
 BY1036  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BY1036
 BY1036  VERT ORDER  -  THIRD (See Below)
 BY1036
 BY1036.The horizontal coordinates were scaled from a topographic map and have
 BY1036.an estimated accuracy of +/- 6 seconds.
 BY1036
 BY1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1036.The vertical order pertains to the NGVD 29 superseded value.
 BY1036
 BY1036.The geoid height was determined by GEOID03.
 BY1036
 BY1036;                    North         East    Units  Estimated Accuracy
 BY1036;SPC TX C     - 3,215,970.    1,244,960.      MT  (+/- 180 meters Scaled)
 BY1036
 BY1036                          SUPERSEDED SURVEY CONTROL
 BY1036
 BY1036  NGVD 29 (01/29/03)   55.88   (m)          183.3    (f) RESET       3  
 BY1036
 BY1036.Superseded values are not recommended for survey control.
 BY1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1036.See file dsdata.txt to determine how the superseded data were derived.
 BY1036
 BY1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ485847(NAD 83)
 BY1036_MARKER: DB = BENCH MARK DISK
 BY1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1036_STAMPING: B 893 RESET 1968
 BY1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1036+STABILITY: SURFACE MOTION
 BY1036
 BY1036  HISTORY     - Date     Condition        Report By
 BY1036  HISTORY     - 1968     MONUMENTED       CGS
 BY1036
 BY1036                          STATION DESCRIPTION
 BY1036
 BY1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BY1036'9.25 MI S FROM NACOGDOCHES.
 BY1036'ABOUT 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 7 AND 21 FROM THE POST
 BY1036'OFFICE IN NACOGDOCHES, THENCE 0.95 MILE SOUTH ALONG FARM-TO-MARKET
 BY1036'ROAD 1275, THENCE CONTINUE SOUTH 7.7 MILES ALONG FARM-TO-MARKET ROAD
 BY1036'1275 TO SITE OF BENCH MARK, 55 FEET NORTHEAST FROM THE CENTER LINE OF
 BY1036'FM 1275, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND AT TEXAS
 BY1036'HIGHWAY DEPARTMENT STATION 435 + 01.  A C AND GS BENCH MARK DISK SET
 BY1036'IN A 12 X 12 IN. CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0177 ***********************************************************************
 BY0177  DESIGNATION -  B 894
 BY0177  PID         -  BY0177
 BY0177  STATE/COUNTY-  TX/NACOGDOCHES
 BY0177  USGS QUAD   -  MELROSE (1984)
 BY0177
 BY0177                         *CURRENT SURVEY CONTROL
 BY0177  ___________________________________________________________________
 BY0177* NAD 83(1986)-  31 36 43.     (N)    094 23 21.     (W)     SCALED    
 BY0177* NAVD 88     -        87.61   (+/-2cm)     287.4    (feet)  VERTCON   
 BY0177  ___________________________________________________________________
 BY0177  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BY0177
 BY0177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0177
 BY0177.The horizontal coordinates were scaled from a topographic map and have
 BY0177.an estimated accuracy of +/- 6 seconds.
 BY0177
 BY0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0177.The vertical order pertains to the NGVD 29 superseded value.
 BY0177
 BY0177.The geoid height was determined by GEOID03.
 BY0177
 BY0177;                    North         East    Units  Estimated Accuracy
 BY0177;SPC TX C     - 3,230,710.    1,263,730.      MT  (+/- 180 meters Scaled)
 BY0177
 BY0177                          SUPERSEDED SURVEY CONTROL
 BY0177
 BY0177  NGVD 29 (??/??/92)   87.643  (m)          287.54   (f) ADJ UNCH    2 0
 BY0177
 BY0177.Superseded values are not recommended for survey control.
 BY0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0177.See file dsdata.txt to determine how the superseded data were derived.
 BY0177
 BY0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ682982(NAD 83)
 BY0177_MARKER: DB = BENCH MARK DISK
 BY0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0177_STAMPING: B 894 1948
 BY0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0177+STABILITY: SURFACE MOTION
 BY0177
 BY0177  HISTORY     - Date     Condition        Report By
 BY0177  HISTORY     - 1948     MONUMENTED       CGS
 BY0177  HISTORY     - 1980     GOOD             USGS
 BY0177
 BY0177                          STATION DESCRIPTION
 BY0177
 BY0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0177'3.1 MI SE FROM MARTINSVILLE.
 BY0177'3.1 MILES SOUTHEAST ALONG THE MARTINSVILLE-ATTOYAC ROAD FROM THE POST
 BY0177'OFFICE AT MARTINSVILLE, AT A FARM HOME OCCUPIED BY WILLIAM RANDALE AND
 BY0177'OWNED BY FULTON FULLER, ABOUT 300.0 FEET NORTHWEST OF A WOODEN BRIDGE
 BY0177'OVER A SMALL CREEK, 136.0 FEET NORTHWEST OF A 16-INCH GUM TREE, 108.7
 BY0177'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE, 75.0 FEET
 BY0177'NORTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET SOUTH OF A REFERENCE
 BY0177'POST, 1.0 FOOT WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0177'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BY0177
 BY0177                          STATION RECOVERY (1980)
 BY0177
 BY0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0177'3.1 MI. SE. OF MARTINSVILLE ALONG STATE HWY. 95. NEAR AN OLD HOUSE ON
 BY0177'THE EAST SIDE OF THE ROAD. 120 FT. SOUTH AND 41 FT. EAST OF THE S. W.
 BY0177'CORNER OF THE BUILDING 297 FT. NW ALONG HWY. FROM DRIVEWAY TO E. (255
 BY0177'FT. NW ALONG HWY FROM DRAIN CROSSING) AND 45 FT. NE OF CENTER OF
 BY0177'ROAD. APPROX. 5 FT. *3)*ABOVE CENTER OF ABOVE CENTER OF ROAD OPP. 3
 BY0177'FT NE OF R.O.W. FENCE AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0188 ***********************************************************************
 BY0188  DESIGNATION -  B 895
 BY0188  PID         -  BY0188
 BY0188  STATE/COUNTY-  TX/NACOGDOCHES
 BY0188  USGS QUAD   -  MARTINSVILLE (1984)
 BY0188
 BY0188                         *CURRENT SURVEY CONTROL
 BY0188  ___________________________________________________________________
 BY0188* NAD 83(1986)-  31 37 34.     (N)    094 28 12.     (W)     SCALED    
 BY0188* NAVD 88     -       143.16   (+/-2cm)     469.7    (feet)  VERTCON   
 BY0188  ___________________________________________________________________
 BY0188  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BY0188
 BY0188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0188
 BY0188.The horizontal coordinates were scaled from a topographic map and have
 BY0188.an estimated accuracy of +/- 6 seconds.
 BY0188
 BY0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0188.The vertical order pertains to the NGVD 29 superseded value.
 BY0188
 BY0188.The geoid height was determined by GEOID03.
 BY0188
 BY0188;                    North         East    Units  Estimated Accuracy
 BY0188;SPC TX C     - 3,231,880.    1,255,990.      MT  (+/- 180 meters Scaled)
 BY0188
 BY0188                          SUPERSEDED SURVEY CONTROL
 BY0188
 BY0188  NGVD 29 (??/??/92)  143.193  (m)          469.79   (f) ADJ UNCH    2 0
 BY0188
 BY0188.Superseded values are not recommended for survey control.
 BY0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0188.See file dsdata.txt to determine how the superseded data were derived.
 BY0188
 BY0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ605999(NAD 83)
 BY0188_MARKER: DB = BENCH MARK DISK
 BY0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0188_STAMPING: B 895 1949
 BY0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0188+STABILITY: SURFACE MOTION
 BY0188
 BY0188  HISTORY     - Date     Condition        Report By
 BY0188  HISTORY     - 1949     MONUMENTED       CGS
 BY0188  HISTORY     - 19980919 GOOD             USPSQD
 BY0188
 BY0188                          STATION DESCRIPTION
 BY0188
 BY0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0188'0.85 MI E FROM SWIFT.
 BY0188'0.85 MILE EAST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY0188'SWIFT, 0.3 MILE EAST OF AND DOWN GRADE FROM TOP OF GRADE AND JUNCTION
 BY0188'OF DIRT ROAD LEADING SOUTHEAST, 79.6 FEET SOUTHWEST OF THE SOUTHWEST
 BY0188'CORNER OF THE FARMHOUSE OF JOHNIE JORDAN, 60.3 FEET NORTH OF THE
 BY0188'CENTER LINE OF THE HIGHWAY, 17.3 FEET SOUTH OF A 10-INCH PINE TREE,
 BY0188'8.5 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST, 7.0 FEET NORTH OF
 BY0188'A FENCE CORNER, 2.2 FEET NORTH OF A REFERENCE POST, 1.5 FEET EAST OF A
 BY0188'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 BY0188'THE GROUND.
 BY0188
 BY0188                          STATION RECOVERY (1998)
 BY0188
 BY0188'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1515 ***********************************************************************
 BY1515  DESIGNATION -  B 897
 BY1515  PID         -  BY1515
 BY1515  STATE/COUNTY-  TX/HOUSTON
 BY1515  USGS QUAD   -  KENNARD (1951)
 BY1515
 BY1515                         *CURRENT SURVEY CONTROL
 BY1515  ___________________________________________________________________
 BY1515* NAD 83(1986)-  31 16 59.     (N)    095 14 51.     (W)     SCALED    
 BY1515* NAVD 88     -       125.33   (+/-2cm)     411.2    (feet)  VERTCON   
 BY1515  ___________________________________________________________________
 BY1515  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1515
 BY1515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1515
 BY1515.The horizontal coordinates were scaled from a topographic map and have
 BY1515.an estimated accuracy of +/- 6 seconds.
 BY1515
 BY1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1515.The vertical order pertains to the NGVD 29 superseded value.
 BY1515
 BY1515.The geoid height was determined by GEOID03.
 BY1515
 BY1515;                    North         East    Units  Estimated Accuracy
 BY1515;SPC TX C     - 3,190,250.    1,184,060.      MT  (+/- 180 meters Scaled)
 BY1515
 BY1515                          SUPERSEDED SURVEY CONTROL
 BY1515
 BY1515  NGVD 29 (??/??/92)  125.338  (m)          411.21   (f) ADJ UNCH    2 0
 BY1515
 BY1515.Superseded values are not recommended for survey control.
 BY1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1515.See file dsdata.txt to determine how the superseded data were derived.
 BY1515
 BY1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ860631(NAD 83)
 BY1515_MARKER: DB = BENCH MARK DISK
 BY1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1515_STAMPING: B 897 1948
 BY1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1515+STABILITY: SURFACE MOTION
 BY1515
 BY1515  HISTORY     - Date     Condition        Report By
 BY1515  HISTORY     - 1948     MONUMENTED       CGS
 BY1515
 BY1515                          STATION DESCRIPTION
 BY1515
 BY1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1515'8.75 MI S FROM KENNARD.
 BY1515'4.25 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1515'SERVICE ROAD NO. 25 AT KENNARD, THENCE 3.5 MILES SOUTH ALONG FOREST
 BY1515'SERVICE ROAD NO. 14, THENCE 1.0 MILE SOUTH ALONG AN ABANDONED ROAD
 BY1515'LEADING TOWARDS LAKE CREEK CHURCH, AT THE JUNCTION OF A WOODS ROAD
 BY1515'LEADING NORTHEAST ABOUT 1.4 MILES TO FOREST SERVICE ROAD NO. 14, SET
 BY1515'AT THE TOP OF A RISE, 109.0 FEET SOUTH OF THE JUNCTION OF THE CENTER
 BY1515'LINES OF THE ROAD AND THE WOODS ROAD LEADING NORTHEAST, 104.1 FEET
 BY1515'SOUTH-SOUTHEAST OF 409.8 (USGS), 23.5 FEET EAST OF THE CENTER LINE OF
 BY1515'THE ROAD, 8.8 FEET NORTH OF A 15-INCH PINE TREE WITH A TRIANGULAR
 BY1515'BLAZE ON THE WEST SIDE, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN TOP
 BY1515'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2212 ***********************************************************************
 BY2212  DESIGNATION -  B 898
 BY2212  PID         -  BY2212
 BY2212  STATE/COUNTY-  TX/FREESTONE
 BY2212  USGS QUAD   -  BUTLER (1964)
 BY2212
 BY2212                         *CURRENT SURVEY CONTROL
 BY2212  ___________________________________________________________________
 BY2212* NAD 83(1986)-  31 38 03.     (N)    095 57 53.     (W)     SCALED    
 BY2212* NAVD 88     -       112.903  (meters)     370.42   (feet)  ADJUSTED  
 BY2212  ___________________________________________________________________
 BY2212  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BY2212  DYNAMIC HT  -         112.766 (meters)     369.97  (feet)  COMP
 BY2212  MODELED GRAV-     979,423.0   (mgal)                       NAVD 88
 BY2212
 BY2212  VERT ORDER  -  SECOND    CLASS 0
 BY2212
 BY2212.The horizontal coordinates were scaled from a topographic map and have
 BY2212.an estimated accuracy of +/- 6 seconds.
 BY2212
 BY2212.The orthometric height was determined by differential leveling
 BY2212.and adjusted by the National Geodetic Survey in June 1991..
 BY2212
 BY2212.The geoid height was determined by GEOID03.
 BY2212
 BY2212.The dynamic height is computed by dividing the NAVD 88
 BY2212.geopotential number by the normal gravity value computed on the
 BY2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2212.degrees latitude (g = 980.6199 gals.).
 BY2212
 BY2212.The modeled gravity was interpolated from observed gravity values.
 BY2212
 BY2212;                    North         East    Units  Estimated Accuracy
 BY2212;SPC TX C     - 3,226,250.    1,114,300.      MT  (+/- 180 meters Scaled)
 BY2212
 BY2212                          SUPERSEDED SURVEY CONTROL
 BY2212
 BY2212  NGVD 29 (??/??/92)  112.886  (m)          370.36   (f) ADJ UNCH    2 0
 BY2212
 BY2212.Superseded values are not recommended for survey control.
 BY2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2212.See file dsdata.txt to determine how the superseded data were derived.
 BY2212
 BY2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR188037(NAD 83)
 BY2212_MARKER: DB = BENCH MARK DISK
 BY2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2212_STAMPING: B 898 1948
 BY2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2212+STABILITY: SURFACE MOTION
 BY2212
 BY2212  HISTORY     - Date     Condition        Report By
 BY2212  HISTORY     - 1948     MONUMENTED       CGS
 BY2212
 BY2212                          STATION DESCRIPTION
 BY2212
 BY2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY2212'5.15 MI S FROM BUTLER.
 BY2212'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE JENKINS GROCERY
 BY2212'STORE AT BUTLER TO THE CROSS ROAD GROCERY STORE, THENCE 2.85 MILES
 BY2212'SOUTH ALONG A GRADED DIRT ROAD, AT THE SOUTHWEST CORNER OF THE SHILOH
 BY2212'BUTLER HIGH SCHOOL YARD, 239.8 FEET WEST OF THE SOUTHWEST CORNER OF
 BY2212'THE SCHOOL BUILDING, 40.7 FEET EAST OF AND LEVEL WITH THE CENTER LINE
 BY2212'OF THE ROAD, 7.0 FEET SOUTHEAST OF A 24 INCH OAK TREE, 1.8 FEET
 BY2212'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY2212'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0439 ***********************************************************************
 BZ0439  DESIGNATION -  B 899
 BZ0439  PID         -  BZ0439
 BZ0439  STATE/COUNTY-  TX/FREESTONE
 BZ0439  USGS QUAD   -  FARRAR (1966)
 BZ0439
 BZ0439                         *CURRENT SURVEY CONTROL
 BZ0439  ___________________________________________________________________
 BZ0439* NAD 83(1986)-  31 28 15.     (N)    096 15 53.     (W)     SCALED    
 BZ0439* NAVD 88     -       129.103  (meters)     423.57   (feet)  ADJUSTED  
 BZ0439  ___________________________________________________________________
 BZ0439  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BZ0439  DYNAMIC HT  -         128.946 (meters)     423.05  (feet)  COMP
 BZ0439  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 BZ0439
 BZ0439  VERT ORDER  -  SECOND    CLASS 0
 BZ0439
 BZ0439.The horizontal coordinates were scaled from a topographic map and have
 BZ0439.an estimated accuracy of +/- 6 seconds.
 BZ0439
 BZ0439.The orthometric height was determined by differential leveling
 BZ0439.and adjusted by the National Geodetic Survey in June 1991..
 BZ0439
 BZ0439.The geoid height was determined by GEOID03.
 BZ0439
 BZ0439.The dynamic height is computed by dividing the NAVD 88
 BZ0439.geopotential number by the normal gravity value computed on the
 BZ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0439.degrees latitude (g = 980.6199 gals.).
 BZ0439
 BZ0439.The modeled gravity was interpolated from observed gravity values.
 BZ0439
 BZ0439;                    North         East    Units  Estimated Accuracy
 BZ0439;SPC TX C     - 3,207,070.    1,086,530.      MT  (+/- 180 meters Scaled)
 BZ0439
 BZ0439                          SUPERSEDED SURVEY CONTROL
 BZ0439
 BZ0439  NGVD 29 (??/??/92)  129.102  (m)          423.56   (f) ADJ UNCH    2 0
 BZ0439
 BZ0439.Superseded values are not recommended for survey control.
 BZ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0439.See file dsdata.txt to determine how the superseded data were derived.
 BZ0439
 BZ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV598850(NAD 83)
 BZ0439_MARKER: DB = BENCH MARK DISK
 BZ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0439_STAMPING: B 899 1948
 BZ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0439+STABILITY: SURFACE MOTION
 BZ0439
 BZ0439  HISTORY     - Date     Condition        Report By
 BZ0439  HISTORY     - 1948     MONUMENTED       CGS
 BZ0439  HISTORY     - 1980     GOOD             NGS
 BZ0439
 BZ0439                          STATION DESCRIPTION
 BZ0439
 BZ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0439'1.35 MI NE FROM FARRAR.
 BZ0439'1.35 MILES NORTHEAST ALONG THE FARRAR - DONIE DIRT ROAD FROM THE POST
 BZ0439'OFFICE AT FARRAR, 0.3 MILE NORTHEAST OF THE BRIDGE OVER DRY BRANCH,
 BZ0439'162.2 FEET NORTH OF THE NORTHEAST CORNER OF A LARGE FARMHOUSE, 71.6
 BZ0439'FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 56.5 FEET SOUTH OF A
 BZ0439'POWER POLE, 27.4 FEET SOUTHEAST OF AND LEVEL WITH THE CENTER LINE OF
 BZ0439'THE ROAD, 16.0 FEET SOUTH OF A FENCE CORNER, 1.7 FEET SOUTH OF A
 BZ0439'WITNESS POST, 1.0 FOOT WEST OF A WOVEN WIRE FENCE, SET IN THE TOP OF A
 BZ0439'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BZ0439
 BZ0439                          STATION RECOVERY (1980)
 BZ0439
 BZ0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0439'NOTE-NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0012 ***********************************************************************
 AM0012  DESIGNATION -  B 9 F DOWCO
 AM0012  PID         -  AM0012
 AM0012  STATE/COUNTY-  TX/BRAZORIA
 AM0012  USGS QUAD   -  JONES CREEK (1974)
 AM0012
 AM0012                         *CURRENT SURVEY CONTROL
 AM0012  ___________________________________________________________________
 AM0012* NAD 83(1986)-  28 59 36.     (N)    095 24 33.     (W)     SCALED    
 AM0012* NAVD 88     -         3.12   (+/-2cm)      10.2    (feet)  VERTCON   
 AM0012  ___________________________________________________________________
 AM0012  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AM0012
 AM0012  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0012
 AM0012.The horizontal coordinates were scaled from a topographic map and have
 AM0012.an estimated accuracy of +/- 6 seconds.
 AM0012
 AM0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0012.The vertical order pertains to the NGVD 29 superseded value.
 AM0012
 AM0012.The geoid height was determined by GEOID03.
 AM0012
 AM0012;                    North         East    Units  Estimated Accuracy
 AM0012;SPC TXSC     - 4,133,930.      949,810.      MT  (+/- 180 meters Scaled)
 AM0012
 AM0012                          SUPERSEDED SURVEY CONTROL
 AM0012
 AM0012  NGVD 29 (??/??/92)    3.136  (m)           10.29   (f) ADJ UNCH    1 1
 AM0012
 AM0012.Superseded values are not recommended for survey control.
 AM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0012.See file dsdata.txt to determine how the superseded data were derived.
 AM0012
 AM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN652096(NAD 83)
 AM0012_MARKER: DD = SURVEY DISK
 AM0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0012_SP_SET: PUMP FOUNDATION
 AM0012_STAMPING: B 9 F
 AM0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0012
 AM0012  HISTORY     - Date     Condition        Report By
 AM0012  HISTORY     - UNK      MONUMENTED       DOWCO
 AM0012  HISTORY     - 1973     GOOD             NGS
 AM0012  HISTORY     - 1978     GOOD             NGS
 AM0012
 AM0012                          STATION DESCRIPTION
 AM0012
 AM0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0012'IN DOW PLANT B.
 AM0012'AT DOW PLANT B, 0.05 MILE NORTHWEST ALONG ELECTRIC ROAD FROM THE
 AM0012'JUNCTION OF NICKEL ROAD, AT THE SOUTHWEST SIDE OF BLOCK 64, AT FRESH
 AM0012'WATER WELL NUMBER 9, IN THE TOP AND 0.5 FOOT WEST OF THE EAST CORNER
 AM0012'OF A 3- BY 3-FOOT CONCRETE PUMP PEDESTAL FOUNDATION, 293 FEET
 AM0012'NORTHEAST OF THE CENTER LINE OF ELECTRIC ROAD, 394 FEET SOUTHEAST OF
 AM0012'THE CENTER LINE OF ZINC ROAD, 28 FEET NORTHWEST OF THE CENTER LINE OF
 AM0012'ACCESS ROAD TO A LARGE GREEN METAL BUILDING, AND PROJECTING ABOUT 2.5
 AM0012'FEET ABOVE THE GROUND.
 AM0012
 AM0012                          STATION RECOVERY (1978)
 AM0012
 AM0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1799 ***********************************************************************
 BK1799  DESIGNATION -  B 90
 BK1799  PID         -  BK1799
 BK1799  STATE/COUNTY-  TX/JASPER
 BK1799  USGS QUAD   -  GIST (1984)
 BK1799
 BK1799                         *CURRENT SURVEY CONTROL
 BK1799  ___________________________________________________________________
 BK1799* NAD 83(1986)-  30 22 27.     (N)    093 56 12.     (W)     SCALED    
 BK1799* NAVD 88     -        17.664  (meters)      57.95   (feet)  ADJUSTED  
 BK1799  ___________________________________________________________________
 BK1799  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BK1799  DYNAMIC HT  -          17.641 (meters)      57.88  (feet)  COMP
 BK1799  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 BK1799
 BK1799  VERT ORDER  -  FIRST     CLASS II
 BK1799
 BK1799.The horizontal coordinates were scaled from a topographic map and have
 BK1799.an estimated accuracy of +/- 6 seconds.
 BK1799
 BK1799.The orthometric height was determined by differential leveling
 BK1799.and adjusted by the National Geodetic Survey in June 1991..
 BK1799
 BK1799.The geoid height was determined by GEOID03.
 BK1799
 BK1799.The dynamic height is computed by dividing the NAVD 88
 BK1799.geopotential number by the normal gravity value computed on the
 BK1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1799.degrees latitude (g = 980.6199 gals.).
 BK1799
 BK1799.The modeled gravity was interpolated from observed gravity values.
 BK1799
 BK1799;                    North         East    Units  Estimated Accuracy
 BK1799;SPC TX C     - 3,096,100.    1,314,490.      MT  (+/- 180 meters Scaled)
 BK1799
 BK1799                          SUPERSEDED SURVEY CONTROL
 BK1799
 BK1799  NGVD 29 (??/??/??)   17.635  (m)           57.86   (f) ADJUSTED    1 2
 BK1799
 BK1799.Superseded values are not recommended for survey control.
 BK1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1799.See file dsdata.txt to determine how the superseded data were derived.
 BK1799
 BK1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP100606(NAD 83)
 BK1799_MARKER: DB = BENCH MARK DISK
 BK1799_SETTING: 0 = UNSPECIFIED SETTING
 BK1799_STAMPING: 58.359 B 90 1932
 BK1799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1799
 BK1799  HISTORY     - Date     Condition        Report By
 BK1799  HISTORY     - 1932     MONUMENTED       CGS
 BK1799  HISTORY     - 1934     GOOD             CGS
 BK1799  HISTORY     - 1979     GOOD             NGS
 BK1799  HISTORY     - 20020727 GOOD             USPSQD
 BK1799
 BK1799                          STATION DESCRIPTION
 BK1799
 BK1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1799'12.0 MI N FROM MAURICEVILLE.
 BK1799'12 MILES NORTH OF THE STATION AT MAURICEVILLE ON THE ORANGE AND
 BK1799'NORTHWESTERN R.R., 30 FEET WEST OF THE TRACK 40 FEET EAST OF HIGHWAY
 BK1799'NO. 62, 120 FEET NORTH OF WOODEN WATER TANK, 40 FEET NORTH OF SIDE
 BK1799'ROAD GRADE CROSSING, 8 POLES NORTH OF MILE POLE NO. B 490.
 BK1799
 BK1799                          STATION RECOVERY (1934)
 BK1799
 BK1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1799'RECOVERED IN GOOD CONDITION.
 BK1799
 BK1799                          STATION RECOVERY (1979)
 BK1799
 BK1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1799'5.05 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 BK1799'HIGHWAY 96 IN BUNA, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST,
 BK1799'66.8 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 48.0 FT. NORTH OF THE
 BK1799'CENTERLINE OF THE DIRT ROAD, 23.9 FT. WEST OF THE WEST RAIL OF THE
 BK1799'MISSOURI PACIFIC RAILROAD.
 BK1799'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BK1799'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1799
 BK1799                          STATION RECOVERY (2002)
 BK1799
 BK1799'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0723 ***********************************************************************
 BZ0723  DESIGNATION -  B 900
 BZ0723  PID         -  BZ0723
 BZ0723  STATE/COUNTY-  TX/MCLENNAN
 BZ0723  USGS QUAD   -  WACO WEST (1975)
 BZ0723
 BZ0723                         *CURRENT SURVEY CONTROL
 BZ0723  ___________________________________________________________________
 BZ0723* NAD 83(1986)-  31 34 07.     (N)    097 09 30.     (W)     SCALED    
 BZ0723* NAVD 88     -       151.923  (meters)     498.43   (feet)  ADJUSTED  
 BZ0723  ___________________________________________________________________
 BZ0723  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BZ0723  DYNAMIC HT  -         151.732 (meters)     497.81  (feet)  COMP
 BZ0723  MODELED GRAV-     979,381.5   (mgal)                       NAVD 88
 BZ0723
 BZ0723  VERT ORDER  -  FIRST     CLASS II
 BZ0723
 BZ0723.The horizontal coordinates were scaled from a topographic map and have
 BZ0723.an estimated accuracy of +/- 6 seconds.
 BZ0723
 BZ0723.The orthometric height was determined by differential leveling
 BZ0723.and adjusted by the National Geodetic Survey in June 1991..
 BZ0723
 BZ0723.The geoid height was determined by GEOID03.
 BZ0723
 BZ0723.The dynamic height is computed by dividing the NAVD 88
 BZ0723.geopotential number by the normal gravity value computed on the
 BZ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0723.degrees latitude (g = 980.6199 gals.).
 BZ0723
 BZ0723.The modeled gravity was interpolated from observed gravity values.
 BZ0723
 BZ0723;                    North         East    Units  Estimated Accuracy
 BZ0723;SPC TX C     - 3,215,150.    1,001,350.      MT  (+/- 180 meters Scaled)
 BZ0723
 BZ0723                          SUPERSEDED SURVEY CONTROL
 BZ0723
 BZ0723  NGVD 29 (??/??/92)  151.861  (m)          498.23   (f) ADJ UNCH    1 2
 BZ0723
 BZ0723.Superseded values are not recommended for survey control.
 BZ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0723.See file dsdata.txt to determine how the superseded data were derived.
 BZ0723
 BZ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV747940(NAD 83)
 BZ0723_MARKER: DB = BENCH MARK DISK
 BZ0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0723_SP_SET: BUILDING
 BZ0723_STAMPING: B 900 1944
 BZ0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0723
 BZ0723  HISTORY     - Date     Condition        Report By
 BZ0723  HISTORY     - 1944     MONUMENTED       CGS
 BZ0723  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0723  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0723
 BZ0723                          STATION DESCRIPTION
 BZ0723
 BZ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BZ0723'2.0 MI N FROM WACO.
 BZ0723'2.0 MILES NORTH ALONG THE AIRPORT ROAD FROM THE COURTHOUSE AT WACO,
 BZ0723'MCLENNAN COUNTY, AT THE INTERSECTION OF NORTH FIFTEENTH A STREET AND
 BZ0723'HERRING AVENUE, AT WACO FIRE STATION NO. 7, IN THE SOUTH WALL OF THE
 BZ0723'BUILDING, 1.1 FEET WEST OF THE SOUTHEAST CORNER, 1.7 FEET ABOVE THE
 BZ0723'GROUND, AND SET VERTICALLY.
 BZ0723
 BZ0723                          STATION RECOVERY (1980)
 BZ0723
 BZ0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0723'MARK NOT FOUND.
 BZ0723
 BZ0723                          STATION RECOVERY (1995)
 BZ0723
 BZ0723'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0482 ***********************************************************************
 AW0482  DESIGNATION -  B 901
 AW0482  PID         -  AW0482
 AW0482  STATE/COUNTY-  TX/GALVESTON
 AW0482  USGS QUAD   -  HITCHCOCK (1974)
 AW0482
 AW0482                         *CURRENT SURVEY CONTROL
 AW0482  ___________________________________________________________________
 AW0482* NAD 83(1986)-  29 21 25.     (N)    095 02 42.     (W)     SCALED    
 AW0482* NAVD 88     -         5.399  (meters)      17.71   (feet)  ADJUSTED  
 AW0482  ___________________________________________________________________
 AW0482  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW0482  DYNAMIC HT  -           5.391 (meters)      17.69  (feet)  COMP
 AW0482  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 AW0482  OBS GRAVITY -     979,262.2   (mgal)                       GRAV_OBS
 AW0482
 AW0482  VERT ORDER  -  FIRST     CLASS I
 AW0482
 AW0482.The horizontal coordinates were scaled from a topographic map and have
 AW0482.an estimated accuracy of +/- 6 seconds.
 AW0482
 AW0482.The orthometric height was determined by differential leveling
 AW0482.and adjusted by the National Geodetic Survey in June 1991..
 AW0482
 AW0482.The geoid height was determined by GEOID03.
 AW0482
 AW0482.The dynamic height is computed by dividing the NAVD 88
 AW0482.geopotential number by the normal gravity value computed on the
 AW0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0482.degrees latitude (g = 980.6199 gals.).
 AW0482
 AW0482.The modeled gravity was interpolated from observed gravity values.
 AW0482.The observed gravity was obtained from relative gravimeter ties
 AW0482.to the IGSN71 gravity network.
 AW0482
 AW0482;                    North         East    Units  Estimated Accuracy
 AW0482;SPC TXSC     - 4,175,350.      983,910.      MT  (+/- 180 meters Scaled)
 AW0482
 AW0482                          SUPERSEDED SURVEY CONTROL
 AW0482
 AW0482  NGVD 29 (12/23/87)    5.396  (m)           17.70   (f) ADJUSTED    1 1
 AW0482
 AW0482.Superseded values are not recommended for survey control.
 AW0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0482.See file dsdata.txt to determine how the superseded data were derived.
 AW0482
 AW0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN014492(NAD 83)
 AW0482_MARKER: DB = BENCH MARK DISK
 AW0482_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0482+WITH SETTING: PAVEMENT
 AW0482_SP_SET: BASE OF SIGNAL
 AW0482_STAMPING: B 901 1944
 AW0482_MARK LOGO: CGS   
 AW0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0482+STABILITY: SURFACE MOTION
 AW0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0482+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AW0482
 AW0482  HISTORY     - Date     Condition        Report By
 AW0482  HISTORY     - 1944     MONUMENTED       CGS
 AW0482  HISTORY     - 1973     GOOD             NGS
 AW0482  HISTORY     - 1978     GOOD             NGS
 AW0482  HISTORY     - 1987     GOOD             USPSQD
 AW0482  HISTORY     - 1987     GOOD             USPSQD
 AW0482  HISTORY     - 1987     GOOD             USPSQD
 AW0482  HISTORY     - 1987     GOOD             USPSQD
 AW0482  HISTORY     - 1987     GOOD             USPSQD
 AW0482  HISTORY     - 1987     GOOD             USPSQD
 AW0482  HISTORY     - 1987     GOOD             NGS
 AW0482  HISTORY     - 1988     GOOD             USPSQD
 AW0482  HISTORY     - 1988     GOOD             USPSQD
 AW0482  HISTORY     - 1988     GOOD             USPSQD
 AW0482  HISTORY     - 1988     GOOD             USPSQD
 AW0482  HISTORY     - 1988     GOOD             USPSQD
 AW0482  HISTORY     - 1988     GOOD             USPSQD
 AW0482  HISTORY     - 1988     GOOD             USPSQD
 AW0482  HISTORY     - 1988     GOOD             USPSQD
 AW0482  HISTORY     - 1990     GOOD             USPSQD
 AW0482  HISTORY     - 19940326 GOOD             USPSQD
 AW0482  HISTORY     - 20030719 GOOD             USPSQD
 AW0482  HISTORY     - 20041021 GOOD             USPSQD
 AW0482  HISTORY     - 20060523 GOOD             USPSQD
 AW0482
 AW0482                          STATION DESCRIPTION
 AW0482
 AW0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0482'1.6 MI W FROM HITCHCOCK.
 AW0482'1.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0482'THE STATION AT HITCHCOCK, AT THE CROSSING OF AN ASPHALT ROAD, IN THE
 AW0482'TOP OF THE SOUTH EDGE OF THE CONCRETE FOUNDATION OF A CROSSING LIGHT,
 AW0482'11.6 FEET NORTH OF THE NORTH RAIL, 19 FEET WEST OF THE CENTER LINE OF
 AW0482'THE ROAD, ABOUT LEVEL WITH THE TRACK, AND 0.4 FOOT ABOVE THE GROUND.
 AW0482
 AW0482                          STATION RECOVERY (1978)
 AW0482
 AW0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1987)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1987)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1987)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1987)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1987)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1987)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1987)
 AW0482
 AW0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1988)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1988)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1988)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1988)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1988)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1988)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1988)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1988)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1990)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (1994)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (2003)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (2004)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0482'RECOVERED IN GOOD CONDITION.
 AW0482
 AW0482                          STATION RECOVERY (2006)
 AW0482
 AW0482'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW0482'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0159 ***********************************************************************
 DN0159  DESIGNATION -  B 902 RESET 1969
 DN0159  PID         -  DN0159
 DN0159  STATE/COUNTY-  TX/HUNT
 DN0159  USGS QUAD   -  GREENVILLE SE (1962)
 DN0159
 DN0159                         *CURRENT SURVEY CONTROL
 DN0159  ___________________________________________________________________
 DN0159* NAD 83(1986)-  33 04 06.     (N)    096 04 10.     (W)     SCALED    
 DN0159* NAVD 88     -       160.92   (meters)     528.0    (feet)  RESET     
 DN0159  ___________________________________________________________________
 DN0159  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0159
 DN0159  VERT ORDER  -  THIRD
 DN0159
 DN0159.The horizontal coordinates were scaled from a topographic map and have
 DN0159.an estimated accuracy of +/- 6 seconds.
 DN0159
 DN0159.The orthometric height was computed from unverified reset data.
 DN0159
 DN0159.The geoid height was determined by GEOID03.
 DN0159
 DN0159;                    North         East    Units  Estimated Accuracy
 DN0159;SPC TXNC     - 2,158,060.      826,920.      MT  (+/- 180 meters Scaled)
 DN0159
 DN0159                          SUPERSEDED SURVEY CONTROL
 DN0159
 DN0159.No superseded survey control is available for this station.
 DN0159
 DN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB735626(NAD 83)
 DN0159_MARKER: DB = BENCH MARK DISK
 DN0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0159_STAMPING: B 902 1945 RESET 1969
 DN0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0159+STABILITY: SURFACE MOTION
 DN0159
 DN0159  HISTORY     - Date     Condition        Report By
 DN0159  HISTORY     - 1969     MONUMENTED       CGS
 DN0159
 DN0159                          STATION DESCRIPTION
 DN0159
 DN0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DN0159'5 MI SE FROM GREENVILLE.
 DN0159'0.05 MILE EAST ALONG SURFACED ROAD FROM MAIN GUARD GATE AT MAJORS
 DN0159'FIELD, THENCE SOUTH ALONG SURFACED ROAD FOR 0.3 MILE TO LEFT TURN IN
 DN0159'ROAD AND MAINTENANCE GATE ON RIGHT AND MARK ON RIGHT, 37 FEETT WEST OF
 DN0159'THE CENTERLINE OF ROAD, 19 FEET NORTHWEST OF A POWERLINE POLE AND 3
 DN0159'FEET EAST OF A STEEL FENCE CORNER POST.  A STANDARD BENCH MARK DISK
 DN0159'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1020 ***********************************************************************
 DO1020  DESIGNATION -  B 903 RESET
 DO1020  PID         -  DO1020
 DO1020  STATE/COUNTY-  TX/WICHITA
 DO1020  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO1020
 DO1020                         *CURRENT SURVEY CONTROL
 DO1020  ___________________________________________________________________
 DO1020* NAD 83(1986)-  33 57 58.     (N)    098 30 52.     (W)     SCALED    
 DO1020* NAVD 88     -       309.63   (meters)    1015.8    (feet)  RESET     
 DO1020  ___________________________________________________________________
 DO1020  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DO1020
 DO1020  VERT ORDER  -  THIRD
 DO1020
 DO1020.The horizontal coordinates were scaled from a topographic map and have
 DO1020.an estimated accuracy of +/- 6 seconds.
 DO1020
 DO1020.The orthometric height was computed from unverified reset data.
 DO1020
 DO1020.The geoid height was determined by GEOID03.
 DO1020
 DO1020;                    North         East    Units  Estimated Accuracy
 DO1020;SPC TXNC     - 2,255,000.      598,670.      MT  (+/- 180 meters Scaled)
 DO1020
 DO1020                          SUPERSEDED SURVEY CONTROL
 DO1020
 DO1020  NGVD 29 (01/29/03)  309.53   (m)         1015.5    (f) RESET       3  
 DO1020
 DO1020.Superseded values are not recommended for survey control.
 DO1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1020.See file dsdata.txt to determine how the superseded data were derived.
 DO1020
 DO1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC448585(NAD 83)
 DO1020_MARKER: DV = VERTICAL CONTROL DISK
 DO1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1020_SP_SET: CONCRETE POST
 DO1020_STAMPING: B 903 RESET 1991
 DO1020_MARK LOGO: NGS   
 DO1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1020+STABILITY: SURFACE MOTION
 DO1020
 DO1020  HISTORY     - Date     Condition        Report By
 DO1020  HISTORY     - 1991     MONUMENTED       TXHD
 DO1020  HISTORY     - 20010525 GOOD             USPSQD
 DO1020
 DO1020                          STATION DESCRIPTION
 DO1020
 DO1020'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1991
 DO1020'ABOUT 0.5 MILES (0.8 KM) EAST OF THE SOUTH STEPS OF THE WICHITA COUNTY
 DO1020'COURTHOUSE ALONG SEVENTH STREET IN WICHITA FALLS TO SH 240, THENCE
 DO1020'NORTHERLY 3.9 MILES (6.3 KM) ALONG SH 240 TO SITE OF MARK.  1189 FEET
 DO1020'(362.4 M) NORTH OF THE SHEPPARD AIR FORCE BASE MAIN GATE ENTRANCE AND
 DO1020'SH 240 INTERSECTION, 21.5 FEET (6.6 M) SOUTH OF AN 18 INCH CORRUGATED
 DO1020'METAL PIPE HEADWALL IN THE WEST FENCE LINE OF SHEPPARD AIR FORCE
 DO1020'BASE, 3.05 FEET (0.93 M) EAST OF THE TOP OF A CONCRETE LINED DRAINAGE
 DO1020'CHANNEL, 2.5 FEET (0.8 M) WEST OF THE SHEPPARD AIR FORCE BASE
 DO1020'FENCELINE, AND 43 FEET (13.1 M) EAST OF THE CENTERLINE OF SH 240, SET
 DO1020'IN A CONCRETE PEDESTAL.
 DO1020
 DO1020                          STATION RECOVERY (2001)
 DO1020
 DO1020'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0012 ***********************************************************************
 CC0012  DESIGNATION -  B 904
 CC0012  PID         -  CC0012
 CC0012  STATE/COUNTY-  TX/MIDLAND
 CC0012  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0012
 CC0012                         *CURRENT SURVEY CONTROL
 CC0012  ___________________________________________________________________
 CC0012* NAD 83(1986)-  31 57 22.     (N)    102 09 01.     (W)     SCALED    
 CC0012* NAVD 88     -       870.289  (meters)    2855.27   (feet)  ADJUSTED  
 CC0012  ___________________________________________________________________
 CC0012  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CC0012  DYNAMIC HT  -         869.062 (meters)    2851.25  (feet)  COMP
 CC0012  MODELED GRAV-     979,200.5   (mgal)                       NAVD 88
 CC0012
 CC0012  VERT ORDER  -  FIRST     CLASS II
 CC0012
 CC0012.The horizontal coordinates were scaled from a topographic map and have
 CC0012.an estimated accuracy of +/- 6 seconds.
 CC0012
 CC0012.The orthometric height was determined by differential leveling
 CC0012.and adjusted by the National Geodetic Survey in June 1991..
 CC0012
 CC0012.The geoid height was determined by GEOID03.
 CC0012
 CC0012.The dynamic height is computed by dividing the NAVD 88
 CC0012.geopotential number by the normal gravity value computed on the
 CC0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0012.degrees latitude (g = 980.6199 gals.).
 CC0012
 CC0012.The modeled gravity was interpolated from observed gravity values.
 CC0012
 CC0012;                    North         East    Units  Estimated Accuracy
 CC0012;SPC TX C     - 3,255,210.      528,230.      MT  (+/- 180 meters Scaled)
 CC0012
 CC0012                          SUPERSEDED SURVEY CONTROL
 CC0012
 CC0012  NGVD 29 (??/??/92)  869.906  (m)         2854.02   (f) ADJ UNCH    1 2
 CC0012
 CC0012.Superseded values are not recommended for survey control.
 CC0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0012.See file dsdata.txt to determine how the superseded data were derived.
 CC0012
 CC0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR693391(NAD 83)
 CC0012_MARKER: DB = BENCH MARK DISK
 CC0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0012_SP_SET: CONCRETE BASE
 CC0012_STAMPING: B 904 1945
 CC0012_MARK LOGO: CGS   
 CC0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0012
 CC0012  HISTORY     - Date     Condition        Report By
 CC0012  HISTORY     - 1945     MONUMENTED       CGS
 CC0012  HISTORY     - 1956     GOOD             NGS
 CC0012  HISTORY     - 1982     GOOD             NGS
 CC0012
 CC0012                          STATION DESCRIPTION
 CC0012
 CC0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0012'5.2 MI SW FROM MIDLAND.
 CC0012'5.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0012'STATION AT MIDLAND, 16 POLES NORTHEAST OF MILEPOST 559, 94.6 FEET
 CC0012'NORTHEAST OF A PHONE BOOTH, 72 FEET NORTHWEST OF THE CENTER LINE OF A
 CC0012'ROAD, 43 FEET NORTHEAST OF A SWITCH STAND, 8.3 FEET SOUTHEAST OF THE
 CC0012'SOUTHEAST RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE WEST CORNER OF
 CC0012'THE CONCRETE BASE OF SEMAPHORE 558.6.
 CC0012
 CC0012                          STATION RECOVERY (1982)
 CC0012
 CC0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0012'8.5 KM (5.3 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0012'FROM THE POST OFFICE IN MIDLAND, IN TOP OF THE BASE OF SIGNAL NUMBER
 CC0012'5586 AND 2.5 METERS (8.2 FT) SOUTHEAST OF THE NEAR RAIL.
 CC0012'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0253 ***********************************************************************
 CC0253  DESIGNATION -  B 905
 CC0253  PID         -  CC0253
 CC0253  STATE/COUNTY-  TX/WARD
 CC0253  USGS QUAD   -  PYOTE EAST (1981)
 CC0253
 CC0253                         *CURRENT SURVEY CONTROL
 CC0253  ___________________________________________________________________
 CC0253* NAD 83(1986)-  31 33 23.     (N)    103 01 59.     (W)     SCALED    
 CC0253* NAVD 88     -       806.721  (meters)    2646.72   (feet)  ADJUSTED  
 CC0253  ___________________________________________________________________
 CC0253  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CC0253  DYNAMIC HT  -         805.586 (meters)    2642.99  (feet)  COMP
 CC0253  MODELED GRAV-     979,205.8   (mgal)                       NAVD 88
 CC0253
 CC0253  VERT ORDER  -  FIRST     CLASS II
 CC0253
 CC0253.The horizontal coordinates were scaled from a topographic map and have
 CC0253.an estimated accuracy of +/- 6 seconds.
 CC0253
 CC0253.The orthometric height was determined by differential leveling
 CC0253.and adjusted by the National Geodetic Survey in June 1991..
 CC0253
 CC0253.The geoid height was determined by GEOID03.
 CC0253
 CC0253.The dynamic height is computed by dividing the NAVD 88
 CC0253.geopotential number by the normal gravity value computed on the
 CC0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0253.degrees latitude (g = 980.6199 gals.).
 CC0253
 CC0253.The modeled gravity was interpolated from observed gravity values.
 CC0253
 CC0253;                    North         East    Units  Estimated Accuracy
 CC0253;SPC TX C     - 3,212,600.      443,720.      MT  (+/- 180 meters Scaled)
 CC0253
 CC0253                          SUPERSEDED SURVEY CONTROL
 CC0253
 CC0253  NGVD 29 (??/??/92)  806.400  (m)         2645.66   (f) ADJ UNCH    1 2
 CC0253
 CC0253.Superseded values are not recommended for survey control.
 CC0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0253.See file dsdata.txt to determine how the superseded data were derived.
 CC0253
 CC0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ866929(NAD 83)
 CC0253_MARKER: DB = BENCH MARK DISK
 CC0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0253_STAMPING: B 905 1945
 CC0253_MARK LOGO: CGS   
 CC0253_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0253+STABILITY: SURFACE MOTION
 CC0253
 CC0253  HISTORY     - Date     Condition        Report By
 CC0253  HISTORY     - 1945     MONUMENTED       CGS
 CC0253  HISTORY     - 1956     GOOD             NGS
 CC0253  HISTORY     - 1981     GOOD             NGS
 CC0253
 CC0253                          STATION DESCRIPTION
 CC0253
 CC0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0253'2.0 MI W FROM WICKETT.
 CC0253'2.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CC0253'WICKETT, WARD COUNTY, 7.5 FEET EAST OF THE SECOND POLE WEST OF
 CC0253'MILEPOST 618, 43.7 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 86.9
 CC0253'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 80, 1 FOOT WEST OF A
 CC0253'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  AN
 CC0253'IRON BENCH-MARK DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 CC0253'INCHES ABOVE GROUND.
 CC0253
 CC0253                          STATION RECOVERY (1981)
 CC0253
 CC0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0253'14.1 KM (8.75 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CC0253'ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.2 KM (0.1 MI)
 CC0253'NORTHEAST OF A POWER LINE CROSSING, 1 POLE SOUTHWEST OF MILE POST
 CC0253'618, 26.5 METERS (87.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 CC0253'U.S. HIGHWAY 80, 22.0 METERS (72.0 FT) SOUTH OF A UTILITY POLE, AND
 CC0253'12.3 METERS (40.5 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0253'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0253'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0076 ***********************************************************************
 EN0076  DESIGNATION -  B 906
 EN0076  PID         -  EN0076
 EN0076  STATE/COUNTY-  TX/CHILDRESS
 EN0076  USGS QUAD   -  CAREY (1981)
 EN0076
 EN0076                         *CURRENT SURVEY CONTROL
 EN0076  ___________________________________________________________________
 EN0076* NAD 83(1986)-  34 26 17.     (N)    100 15 25.     (W)     SCALED    
 EN0076* NAVD 88     -       597.018  (meters)    1958.72   (feet)  ADJUSTED  
 EN0076  ___________________________________________________________________
 EN0076  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 EN0076  DYNAMIC HT  -         596.334 (meters)    1956.47  (feet)  COMP
 EN0076  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 EN0076
 EN0076  VERT ORDER  -  FIRST     CLASS II
 EN0076
 EN0076.The horizontal coordinates were scaled from a topographic map and have
 EN0076.an estimated accuracy of +/- 6 seconds.
 EN0076
 EN0076.The orthometric height was determined by differential leveling
 EN0076.and adjusted by the National Geodetic Survey in June 1991..
 EN0076
 EN0076.The geoid height was determined by GEOID03.
 EN0076
 EN0076.The dynamic height is computed by dividing the NAVD 88
 EN0076.geopotential number by the normal gravity value computed on the
 EN0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0076.degrees latitude (g = 980.6199 gals.).
 EN0076
 EN0076.The modeled gravity was interpolated from observed gravity values.
 EN0076
 EN0076;                    North         East    Units  Estimated Accuracy
 EN0076;SPC TX N     - 1,049,320.      314,250.      MT  (+/- 180 meters Scaled)
 EN0076
 EN0076                          SUPERSEDED SURVEY CONTROL
 EN0076
 EN0076  NGVD 29 (??/??/92)  596.716  (m)         1957.73   (f) ADJ UNCH    1 2
 EN0076
 EN0076.Superseded values are not recommended for survey control.
 EN0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0076.See file dsdata.txt to determine how the superseded data were derived.
 EN0076
 EN0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD845114(NAD 83)
 EN0076_MARKER: DB = BENCH MARK DISK
 EN0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0076_STAMPING: B 906 1945
 EN0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0076+STABILITY: SURFACE MOTION
 EN0076
 EN0076  HISTORY     - Date     Condition        Report By
 EN0076  HISTORY     - 1945     MONUMENTED       CGS
 EN0076  HISTORY     - 1966     GOOD             USGS
 EN0076  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0076
 EN0076                          STATION DESCRIPTION
 EN0076
 EN0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EN0076'2.7 MI NW FROM CHILDRESS.
 EN0076'ABOUT 2.7 MILES NORTHWEST ALONG THE F.W. AND DC. RY. FROM THE STATION
 EN0076'AT CHILDRESS, ABOUT 7 POLES NORTHWEST OF MILE POST 223, 94.0 FEET
 EN0076'NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACKS, 61.0
 EN0076'FEET NORTHWEST OF A NORTH-SOUTH FENCE LINE, 4.0 FEET SOUTHWEST OF THE
 EN0076'RIGHT OF WAY FENCE AND 1.0 FOOT EAST OF A 4 X 4 MARKER POST.  AN IRON
 EN0076'DISK STAMPED B 906 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 EN0076'PROJECTS 6 INCHES ABOVE THE GROUND.
 EN0076
 EN0076                          STATION RECOVERY (1966)
 EN0076
 EN0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EN0076'RECOVERED IN GOOD CONDITION.
 EN0076
 EN0076                          STATION RECOVERY (1984)
 EN0076
 EN0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2083 ***********************************************************************
 CS2083  DESIGNATION -  B 907 RESET 1949
 CS2083  PID         -  CS2083
 CS2083  STATE/COUNTY-  TX/JOHNSON
 CS2083  USGS QUAD   -  MAYPEARL (1978)
 CS2083
 CS2083                         *CURRENT SURVEY CONTROL
 CS2083  ___________________________________________________________________
 CS2083* NAD 83(1986)-  32 17 23.     (N)    097 07 15.     (W)     SCALED    
 CS2083* NAVD 88     -       185.47   (meters)     608.5    (feet)  RESET     
 CS2083  ___________________________________________________________________
 CS2083  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CS2083
 CS2083  VERT ORDER  -  THIRD
 CS2083
 CS2083.The horizontal coordinates were scaled from a topographic map and have
 CS2083.an estimated accuracy of +/- 6 seconds.
 CS2083
 CS2083.The orthometric height was computed from unverified reset data.
 CS2083
 CS2083.The geoid height was determined by GEOID03.
 CS2083
 CS2083;                    North         East    Units  Estimated Accuracy
 CS2083;SPC TXNC     - 2,069,950.      729,900.      MT  (+/- 180 meters Scaled)
 CS2083
 CS2083                          SUPERSEDED SURVEY CONTROL
 CS2083
 CS2083.No superseded survey control is available for this station.
 CS2083
 CS2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA769741(NAD 83)
 CS2083_MARKER: DB = BENCH MARK DISK
 CS2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2083_STAMPING: B 907 RESET 1949
 CS2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2083+STABILITY: SURFACE MOTION
 CS2083
 CS2083  HISTORY     - Date     Condition        Report By
 CS2083  HISTORY     - 1949     MONUMENTED       CGS
 CS2083  HISTORY     - 1958     GOOD             USGS
 CS2083  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2083
 CS2083                          STATION DESCRIPTION
 CS2083
 CS2083'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS2083'IN GRANDVIEW.
 CS2083'AT GRANDVIEW, JOHNSON COUNTY, 5.1 MILES NORTHEAST ALONG FARM ROAD 916
 CS2083'FROM THE M.K.T. RAILROAD STATION, 793 FEET NORTHEAST OF THE JUNCTION
 CS2083'OF A GRAVEL ROAD LEADING NORTHWEST AT THE SOUTHEAST EDGE OF A
 CS2083'CULTIVATED FIELD AND A NARROW LANE, 49 FEET NORTHWEST OF THE ROAD, 5
 CS2083'FEET EAST OF A POWER POLE AND 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY
 CS2083'FENCE, IN TOP OF A CONCRETE POST ABOUT 6 INCHES UNDER A ROOL OF DIRT.
 CS2083'A STANDARD DISK, STAMPED B 907 RESET 1949.
 CS2083
 CS2083                          STATION RECOVERY (1991)
 CS2083
 CS2083'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDT)
 CS2083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0618 ***********************************************************************
 BM0618  DESIGNATION -  B 908
 BM0618  PID         -  BM0618
 BM0618  STATE/COUNTY-  TX/TRAVIS
 BM0618  USGS QUAD   -  AUSTIN EAST (1988)
 BM0618
 BM0618                         *CURRENT SURVEY CONTROL
 BM0618  ___________________________________________________________________
 BM0618* NAD 83(1986)-  30 17 53.     (N)    097 42 32.     (W)     SCALED    
 BM0618* NAVD 88     -       185.163  (meters)     607.49   (feet)  ADJUSTED  
 BM0618  ___________________________________________________________________
 BM0618  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BM0618  DYNAMIC HT  -         184.910 (meters)     606.66  (feet)  COMP
 BM0618  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 BM0618
 BM0618  VERT ORDER  -  FIRST     CLASS II
 BM0618
 BM0618.This mark is at Robert Mueller Muni (AUS) Airport (AUS)
 BM0618
 BM0618.The horizontal coordinates were scaled from a topographic map and have
 BM0618.an estimated accuracy of +/- 6 seconds.
 BM0618
 BM0618.The orthometric height was determined by differential leveling
 BM0618.and adjusted by the National Geodetic Survey in June 1991..
 BM0618
 BM0618.The geoid height was determined by GEOID03.
 BM0618
 BM0618.The dynamic height is computed by dividing the NAVD 88
 BM0618.geopotential number by the normal gravity value computed on the
 BM0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0618.degrees latitude (g = 980.6199 gals.).
 BM0618
 BM0618.The modeled gravity was interpolated from observed gravity values.
 BM0618
 BM0618;                    North         East    Units  Estimated Accuracy
 BM0618;SPC TX C     - 3,072,970.      952,430.      MT  (+/- 180 meters Scaled)
 BM0618
 BM0618                          SUPERSEDED SURVEY CONTROL
 BM0618
 BM0618  NGVD 29 (??/??/92)  185.064  (m)          607.16   (f) ADJ UNCH    1 2
 BM0618
 BM0618.Superseded values are not recommended for survey control.
 BM0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0618.See file dsdata.txt to determine how the superseded data were derived.
 BM0618
 BM0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU241525(NAD 83)
 BM0618_MARKER: DB = BENCH MARK DISK
 BM0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0618_SP_SET: CULVERT
 BM0618_STAMPING: B 908 1944
 BM0618_MARK LOGO: CGS   
 BM0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0618+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 BM0618
 BM0618  HISTORY     - Date     Condition        Report By
 BM0618  HISTORY     - 1944     MONUMENTED       CGS
 BM0618  HISTORY     - 1969     GOOD             NGS
 BM0618  HISTORY     - 1977     GOOD             NGS
 BM0618  HISTORY     - 1980     GOOD             NGS
 BM0618  HISTORY     - 19860618 MARK NOT FOUND   USGS
 BM0618  HISTORY     - 1990     GOOD             USPSQD
 BM0618  HISTORY     - 19980602 GOOD             USPSQD
 BM0618  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 BM0618  HISTORY     - 20050312 GOOD             USPSQD
 BM0618
 BM0618                          STATION DESCRIPTION
 BM0618
 BM0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BM0618'2.0 MI NE FROM AUSTIN.
 BM0618'LOCATED ON THE WEST SIDE OF ROBERT MUELLER MUNICIPAL AIRPORT, ABOUT
 BM0618'250 FT. SOUTHWEST OF THE RAGSDALE TRANSIENT TERMINAL BUILDING.  SET IN
 BM0618'THE TOP OF THE EAST HEADWALL OF A CULVERT, 3 FT. SOUTH OF THE NORTH
 BM0618'END OF THE HEADWALL AND 18 INCHES HIGHER THAN THE ROAD.
 BM0618
 BM0618                          STATION RECOVERY (1977)
 BM0618
 BM0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BM0618'RECOVERED IN GOOD CONDITION.
 BM0618
 BM0618                          STATION RECOVERY (1980)
 BM0618
 BM0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0618'IN AUSTIN, 0.8 KM (0.5 MI) SOUTHWEST ALONG AIRPORT BOULEVARD FROM THE
 BM0618'JUNCTION OF INTERSTATE 35, AT THE JUNCTION OF WILSHIRE BOULEVARD, AT
 BM0618'THE WEST EDGE OF THE ROBERT MUELLER MUNICIPAL AIRPORT, AT THE SITE OF
 BM0618'THE OLD MUNICIPAL AIRPORT BUILDING NOW OCCUPIED BY BROWNING AVIATION,
 BM0618'9.7 METERS (31.9 FT) EAST OF THE CENTERLINE OF AIRPORT BOULEVARD
 BM0618'NORTHBOUND, 23.5 METERS (77.0 FT) NORTH OF THE CENTERLINE OF THE
 BM0618'ENTRANCE ROAD TO BROWNING AVIATION, 20.7 METERS (68.0 FT) NORTHWEST OF
 BM0618'A POWERLINE POLE, 0.8 METER (2.5 FT) EAST OF THE EAST EDGE OF A
 BM0618'SIDEWALK, IN TOP AND 0.9 METER (3.0 FT) SOUTH OF THE NORTH END OF A
 BM0618'CULVERT HEADWALL.
 BM0618'THE MARK IS 0.4 M ABOVE THE BOULEVARD.
 BM0618
 BM0618                          STATION RECOVERY (1986)
 BM0618
 BM0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0618'MARK NOT FOUND.
 BM0618
 BM0618                          STATION RECOVERY (1990)
 BM0618
 BM0618'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0618'RECOVERED IN GOOD CONDITION.
 BM0618
 BM0618                          STATION RECOVERY (1998)
 BM0618
 BM0618'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0618'RECOVERED IN GOOD CONDITION.
 BM0618
 BM0618                          STATION RECOVERY (2001)
 BM0618
 BM0618'RECOVERY NOTE BY US POWER SQUADRON 2001 (CVS)
 BM0618'CULVERT HAS BEEN DESTROYED.
 BM0618
 BM0618                          STATION RECOVERY (2005)
 BM0618
 BM0618'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0618'THE CULVERT HEADWALL HAS REMAINED INTACT AND IS NOW EXPOSED DESPITE
 BM0618'EXTENSIVE EARTHWORK IN THE AREA.  IT APPEARS THAT IT WILL BE
 BM0618'INCORPORATED AS PART OF THE NEW CONSTRUCTION, HOWEVER, THE SIDEWALK
 BM0618'MAY NOT REMAIN. OTHERWISE, THE DESCRIPTION IS ADEQUATE BUT NOTE THAT
 BM0618'IT IS ALSO 16.2 FT. WEST OF A NEWLY PLACED CROSSWALK SIGNAL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1889 ***********************************************************************
 BK1889  DESIGNATION -  B 91
 BK1889  PID         -  BK1889
 BK1889  STATE/COUNTY-  TX/JASPER
 BK1889  USGS QUAD   -  JASPER EAST (1984)
 BK1889
 BK1889                         *CURRENT SURVEY CONTROL
 BK1889  ___________________________________________________________________
 BK1889* NAD 83(1986)-  30 55 45.     (N)    093 59 03.     (W)     SCALED    
 BK1889* NAVD 88     -        68.337  (meters)     224.20   (feet)  ADJUSTED  
 BK1889  ___________________________________________________________________
 BK1889  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BK1889  DYNAMIC HT  -          68.248 (meters)     223.91  (feet)  COMP
 BK1889  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 BK1889
 BK1889  VERT ORDER  -  FIRST     CLASS II
 BK1889
 BK1889.The horizontal coordinates were scaled from a topographic map and have
 BK1889.an estimated accuracy of +/- 6 seconds.
 BK1889
 BK1889.The orthometric height was determined by differential leveling
 BK1889.and adjusted by the National Geodetic Survey in June 1991..
 BK1889
 BK1889.The geoid height was determined by GEOID03.
 BK1889
 BK1889.The dynamic height is computed by dividing the NAVD 88
 BK1889.geopotential number by the normal gravity value computed on the
 BK1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1889.degrees latitude (g = 980.6199 gals.).
 BK1889
 BK1889.The modeled gravity was interpolated from observed gravity values.
 BK1889
 BK1889;                    North         East    Units  Estimated Accuracy
 BK1889;SPC TX C     - 3,157,270.    1,306,420.      MT  (+/- 180 meters Scaled)
 BK1889
 BK1889                          SUPERSEDED SURVEY CONTROL
 BK1889
 BK1889  NGVD 29 (??/??/??)   68.331  (m)          224.18   (f) ADJUSTED    1 2
 BK1889
 BK1889.Superseded values are not recommended for survey control.
 BK1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1889.See file dsdata.txt to determine how the superseded data were derived.
 BK1889
 BK1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ059221(NAD 83)
 BK1889_MARKER: DB = BENCH MARK DISK
 BK1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1889_STAMPING: B 91 1932 224.294
 BK1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1889+STABILITY: SURFACE MOTION
 BK1889
 BK1889  HISTORY     - Date     Condition        Report By
 BK1889  HISTORY     - 1932     MONUMENTED       CGS
 BK1889  HISTORY     - 1952     GOOD             CGS
 BK1889  HISTORY     - 1979     GOOD             NGS
 BK1889
 BK1889                          STATION DESCRIPTION
 BK1889
 BK1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BK1889'0.95 MI NE FROM JASPER.
 BK1889'0.95 MILE NORTHEAST ALONG FARM ROAD 776 FROM ITS JUNCTION WITH U.S.
 BK1889'HIGHWAY 96 AT JASPER, 6 POLES NORTH OF THE GULF, COLORADO AND SANTA FE
 BK1889'RAILROAD STATION, 72 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM
 BK1889'ROAD, 98 FEET NORTH OF THE NORTHEAST CORNER OF A TEXACO BULK STATION,
 BK1889'30.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 16.7 FEET
 BK1889'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MOST WESTERLY SIDE TRACK, 5.6
 BK1889'FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A WITNESS POST,
 BK1889'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BK1889
 BK1889                          STATION RECOVERY (1979)
 BK1889
 BK1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1889'OMIT-72 FT. SOUTHEAST OF THE CENTERLINE OF FARM ROAD 776.
 BK1889'ADD-72 FT. SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0408 ***********************************************************************
 AH0408  TIDAL BM    -  This is a Tidal Bench Mark.
 AH0408  DESIGNATION -  B 910
 AH0408  PID         -  AH0408
 AH0408  STATE/COUNTY-  TX/NUECES
 AH0408  USGS QUAD   -  OSO CREEK NE (1975)
 AH0408
 AH0408                         *CURRENT SURVEY CONTROL
 AH0408  ___________________________________________________________________
 AH0408* NAD 83(1986)-  27 42 16.     (N)    097 16 52.     (W)     SCALED    
 AH0408* NAVD 88     -         2.721  (meters)       8.93   (feet)  ADJUSTED  
 AH0408  ___________________________________________________________________
 AH0408  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AH0408  DYNAMIC HT  -           2.717 (meters)       8.91  (feet)  COMP
 AH0408  MODELED GRAV-     979,129.3   (mgal)                       NAVD 88
 AH0408
 AH0408  VERT ORDER  -  FIRST     CLASS II
 AH0408
 AH0408.The horizontal coordinates were scaled from a topographic map and have
 AH0408.an estimated accuracy of +/- 6 seconds.
 AH0408
 AH0408.The orthometric height was determined by differential leveling
 AH0408.and adjusted by the National Geodetic Survey in June 1991..
 AH0408
 AH0408.This Tidal Bench Mark is designated as VM 14114
 AH0408.by the Center for Operational Oceanographic Products and Services.
 AH0408
 AH0408.The geoid height was determined by GEOID03.
 AH0408
 AH0408.The dynamic height is computed by dividing the NAVD 88
 AH0408.geopotential number by the normal gravity value computed on the
 AH0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0408.degrees latitude (g = 980.6199 gals.).
 AH0408
 AH0408.The modeled gravity was interpolated from observed gravity values.
 AH0408
 AH0408;                    North         East    Units  Estimated Accuracy
 AH0408;SPC TX S     - 5,226,360.      420,210.      MT  (+/- 180 meters Scaled)
 AH0408
 AH0408                          SUPERSEDED SURVEY CONTROL
 AH0408
 AH0408  NGVD 29 (??/??/92)    2.882  (m)            9.46   (f) ADJ UNCH    1 2
 AH0408
 AH0408.Superseded values are not recommended for survey control.
 AH0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0408.See file dsdata.txt to determine how the superseded data were derived.
 AH0408
 AH0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR694656(NAD 83)
 AH0408_MARKER: DB = BENCH MARK DISK
 AH0408_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH0408_SP_SET: SEAWALL
 AH0408_STAMPING: B 910 1945
 AH0408_MARK LOGO: CGS   
 AH0408_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0408+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AH0408
 AH0408  HISTORY     - Date     Condition        Report By
 AH0408  HISTORY     - 1945     MONUMENTED       CGS
 AH0408  HISTORY     - 1949     GOOD             NGS
 AH0408  HISTORY     - 19970205 GOOD             NGS
 AH0408  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0408
 AH0408                          STATION DESCRIPTION
 AH0408
 AH0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0408'IN CORPUS CHRISTI.
 AH0408'AT CORPUS CHRISTI NAVAL AIR STATION, NUECES COUNTY, 2.2 MILES NORTH OF
 AH0408'THE SOUTH ENTRANCE, 80 FEET EAST OF THE SEAPLANE CONTROL TOWER AT
 AH0408'BUILDING B 15, 10 FEET NORTH OF THE NORTHEAST CORNER OF THE BUILDING,
 AH0408'AND IN THE TOP OF THE CONCRETE SEA WALL.  A STANDARD DISK, STAMPED B
 AH0408'910 1945.
 AH0408
 AH0408                          STATION RECOVERY (1997)
 AH0408
 AH0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0408'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AH0408'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.9 KM (1.20 MI)
 AH0408'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 1.5 KM (0.95 MI) WESTERLY
 AH0408'ALONG OCEAN DRIVE, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG A ROAD
 AH0408'LEADING TO A PIER, ON THE CORPUS CHRISTI NAVAL AIR STATION, IN A
 AH0408'CONCRETE SEAWALL, 53.9 M (176.8 FT) WEST OF THE ROAD CENTER, 11.6 M
 AH0408'(38.1 FT) WEST OF BENCH MARK 877 5421 B TIDAL, 9.0 M (29.5 FT)
 AH0408'NORTHWEST OF THE NORTH LEG OF A SIGN (FISHING PROHIBITED) , 8.4 M
 AH0408'(27.6 FT) WEST OF A SET OF STEPS, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 AH0408'OF THE ROAD.
 AH0408
 AH0408                          STATION RECOVERY (1997)
 AH0408
 AH0408'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1840 ***********************************************************************
 CS1840  DESIGNATION -  B 911
 CS1840  PID         -  CS1840
 CS1840  STATE/COUNTY-  TX/DALLAS
 CS1840  USGS QUAD   -  ARLINGTON (1981)
 CS1840
 CS1840                         *CURRENT SURVEY CONTROL
 CS1840  ___________________________________________________________________
 CS1840* NAD 83(1986)-  32 44 34.     (N)    097 00 49.     (W)     SCALED    
 CS1840* NAVD 88     -       157.958  (meters)     518.23   (feet)  ADJUSTED  
 CS1840  ___________________________________________________________________
 CS1840  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CS1840  DYNAMIC HT  -         157.775 (meters)     517.63  (feet)  COMP
 CS1840  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 CS1840
 CS1840  VERT ORDER  -  FIRST     CLASS II
 CS1840
 CS1840.The horizontal coordinates were scaled from a topographic map and have
 CS1840.an estimated accuracy of +/- 6 seconds.
 CS1840
 CS1840.The orthometric height was determined by differential leveling
 CS1840.and adjusted by the National Geodetic Survey in June 1991..
 CS1840
 CS1840.The geoid height was determined by GEOID03.
 CS1840
 CS1840.The dynamic height is computed by dividing the NAVD 88
 CS1840.geopotential number by the normal gravity value computed on the
 CS1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1840.degrees latitude (g = 980.6199 gals.).
 CS1840
 CS1840.The modeled gravity was interpolated from observed gravity values.
 CS1840
 CS1840;                    North         East    Units  Estimated Accuracy
 CS1840;SPC TXNC     - 2,120,320.      739,290.      MT  (+/- 180 meters Scaled)
 CS1840
 CS1840                          SUPERSEDED SURVEY CONTROL
 CS1840
 CS1840  NGVD 29 (??/??/92)  157.953  (m)          518.22   (f) ADJ UNCH    1 2
 CS1840
 CS1840.Superseded values are not recommended for survey control.
 CS1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1840.See file dsdata.txt to determine how the superseded data were derived.
 CS1840
 CS1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB861245(NAD 83)
 CS1840_MARKER: DB = BENCH MARK DISK
 CS1840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1840_SP_SET: CULVERT
 CS1840_STAMPING: B 911 1945
 CS1840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1840
 CS1840  HISTORY     - Date     Condition        Report By
 CS1840  HISTORY     - 1945     MONUMENTED       CGS
 CS1840  HISTORY     - 1951     GOOD             NGS
 CS1840
 CS1840                          STATION DESCRIPTION
 CS1840
 CS1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS1840'0.6 MI W FROM GRAND PRAIRIE.
 CS1840'0.6 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS1840'GRAND PRAIRIE, 0.3 MILE EAST OF THE ARLINGTON STATE COLLEGE SCHOOL OF
 CS1840'AERONAUTICS, 57.4 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 CS1840'31.6 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 47.7 FEET NORTH
 CS1840'OF AN ELECTRIC SWITCH BOX, 12 FEET BELOW THE TOP OF THE RAILS, 4 FEET
 CS1840'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE
 CS1840'SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1841 ***********************************************************************
 CS1841  DESIGNATION -  B 911 RESET
 CS1841  PID         -  CS1841
 CS1841  STATE/COUNTY-  TX/DALLAS
 CS1841  USGS QUAD   -  ARLINGTON (1981)
 CS1841
 CS1841                         *CURRENT SURVEY CONTROL
 CS1841  ___________________________________________________________________
 CS1841* NAD 83(1986)-  32 44 36.     (N)    097 00 51.     (W)     SCALED    
 CS1841* NAVD 88     -       160.351  (meters)     526.08   (feet)  ADJUSTED  
 CS1841  ___________________________________________________________________
 CS1841  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CS1841  DYNAMIC HT  -         160.165 (meters)     525.47  (feet)  COMP
 CS1841  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 CS1841
 CS1841  VERT ORDER  -  SECOND    CLASS 0
 CS1841
 CS1841.The horizontal coordinates were scaled from a topographic map and have
 CS1841.an estimated accuracy of +/- 6 seconds.
 CS1841
 CS1841.The orthometric height was determined by differential leveling
 CS1841.and adjusted by the National Geodetic Survey in June 1991..
 CS1841
 CS1841.The geoid height was determined by GEOID03.
 CS1841
 CS1841.The dynamic height is computed by dividing the NAVD 88
 CS1841.geopotential number by the normal gravity value computed on the
 CS1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1841.degrees latitude (g = 980.6199 gals.).
 CS1841
 CS1841.The modeled gravity was interpolated from observed gravity values.
 CS1841
 CS1841;                    North         East    Units  Estimated Accuracy
 CS1841;SPC TXNC     - 2,120,380.      739,240.      MT  (+/- 180 meters Scaled)
 CS1841
 CS1841                          SUPERSEDED SURVEY CONTROL
 CS1841
 CS1841  NGVD 29 (??/??/92)  160.363  (m)          526.12   (f) ADJ UNCH    2 0
 CS1841
 CS1841.Superseded values are not recommended for survey control.
 CS1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1841.See file dsdata.txt to determine how the superseded data were derived.
 CS1841
 CS1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB860245(NAD 83)
 CS1841_MARKER: DB = BENCH MARK DISK
 CS1841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1841_SP_SET: WATER INLET
 CS1841_STAMPING: B 911 RESET 1962
 CS1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1841
 CS1841  HISTORY     - Date     Condition        Report By
 CS1841  HISTORY     - 1962     MONUMENTED       CGS
 CS1841  HISTORY     - 1966     GOOD             NGS
 CS1841  HISTORY     - 1981     GOOD             LOCSUR
 CS1841  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1841
 CS1841                          STATION DESCRIPTION
 CS1841
 CS1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CS1841'IN GRAND PRAIRIE.
 CS1841'ABOUT 0.5 MILE WEST ON U. S. HIGHWAY 80 FROM THE CITY HALL IN GRAND
 CS1841'PRAIRIE, AT THE NORTHWEST ANGLE OF INTERSECTION OF NW 8TH STREET AND
 CS1841'FORT WORTH STREET, ABOUT 95 FEET NORTH OF THE CENTER LINE OF U.S.
 CS1841'HIGHWAY 80, 31 FEET NORTH OF THE CENTER OF FORT WORTH STREET, 15 FEET
 CS1841'WEST OF THE CENTER OF NW 8TH STREET, 9 FEET NORTHEAST OF A FIRE
 CS1841'HYDRANT AND 1 FOOT EAST OF THE STREET SIGN FOR FORT WORTH AND NW 8TH
 CS1841'STREET.  A STANDARD DISK STAMPED B 911 RESET 1962., CEMENTED IN A
 CS1841'DRILL HOLE IN THE SOUTH END OF THE CONCRETE WATER INLET, FLUSH WITH
 CS1841'THE TOP OF CONCRETE.
 CS1841
 CS1841                          STATION RECOVERY (1966)
 CS1841
 CS1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1841'RECOVERED IN GOOD CONDITION.
 CS1841
 CS1841                          STATION RECOVERY (1981)
 CS1841
 CS1841'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CS1841'RECOVERED IN GOOD CONDITION.
 CS1841
 CS1841                          STATION RECOVERY (1986)
 CS1841
 CS1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0443 ***********************************************************************
 AH0443  DESIGNATION -  B 912
 AH0443  PID         -  AH0443
 AH0443  STATE/COUNTY-  TX/NUECES
 AH0443  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0443
 AH0443                         *CURRENT SURVEY CONTROL
 AH0443  ___________________________________________________________________
 AH0443* NAD 83(1986)-  27 34 35.     (N)    097 23 19.     (W)     SCALED    
 AH0443* NAVD 88     -         5.005  (meters)      16.42   (feet)  ADJUSTED  
 AH0443  ___________________________________________________________________
 AH0443  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AH0443  DYNAMIC HT  -           4.997 (meters)      16.39  (feet)  COMP
 AH0443  MODELED GRAV-     979,120.4   (mgal)                       NAVD 88
 AH0443
 AH0443  VERT ORDER  -  SECOND    CLASS 0
 AH0443
 AH0443.The horizontal coordinates were scaled from a topographic map and have
 AH0443.an estimated accuracy of +/- 6 seconds.
 AH0443
 AH0443.The orthometric height was determined by differential leveling
 AH0443.and adjusted by the National Geodetic Survey in June 1991..
 AH0443
 AH0443.The geoid height was determined by GEOID03.
 AH0443
 AH0443.The dynamic height is computed by dividing the NAVD 88
 AH0443.geopotential number by the normal gravity value computed on the
 AH0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0443.degrees latitude (g = 980.6199 gals.).
 AH0443
 AH0443.The modeled gravity was interpolated from observed gravity values.
 AH0443
 AH0443;                    North         East    Units  Estimated Accuracy
 AH0443;SPC TX S     - 5,212,070.      409,740.      MT  (+/- 180 meters Scaled)
 AH0443
 AH0443                          SUPERSEDED SURVEY CONTROL
 AH0443
 AH0443  NGVD 29 (??/??/92)    5.148  (m)           16.89   (f) ADJ UNCH    2 0
 AH0443
 AH0443.Superseded values are not recommended for survey control.
 AH0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0443.See file dsdata.txt to determine how the superseded data were derived.
 AH0443
 AH0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR590513(NAD 83)
 AH0443_MARKER: DB = BENCH MARK DISK
 AH0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0443_STAMPING: B 912 1945
 AH0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0443+STABILITY: SURFACE MOTION
 AH0443
 AH0443  HISTORY     - Date     Condition        Report By
 AH0443  HISTORY     - 1945     MONUMENTED       CGS
 AH0443  HISTORY     - 1949     GOOD             NGS
 AH0443
 AH0443                          STATION DESCRIPTION
 AH0443
 AH0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0443'2.0 MI E FROM CHAPMAN RANCH.
 AH0443'2.0 MILES EAST ALONG A PAVED ROAD FROM CHAPMAN RANCH HEADQUARTERS,
 AH0443'NUECES COUNTY, THENCE 2.0 MILES EAST ALONG A SHELL ROAD FROM THE ROAD
 AH0443'GATE AT THE WEST ENTRANCE TO KING RANCH, THENCE 1.0 MILE SOUTH ALONG A
 AH0443'SHELL ROAD TO THE ENTRANCE TO OUTLYING FIELD 1 C (ABANDONED), AND
 AH0443'THENCE 0.2 MILE EAST ALONG THE NORTH BOUNDARY FENCE.  0.9 MILE
 AH0443'SOUTHEAST OF DEUTSCHES WINDMILL, 0.5 MILE NORTHWEST OF THE NORTH END
 AH0443'OF LAGUNA LARGA, 0.1 MILE WEST OF THE NORTHEAST BOUNDARY FENCE CORNER,
 AH0443'ON THE KING RANCH, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 1
 AH0443'FOOT NORTH OF A FENCE LINE.  AN IRON DISK, STAMPED B 912 1945 AND SET
 AH0443'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0433 ***********************************************************************
 FL0433  DESIGNATION -  B 913
 FL0433  PID         -  FL0433
 FL0433  STATE/COUNTY-  TX/GRAY
 FL0433  USGS QUAD   -  ROCKLEDGE (1964)
 FL0433
 FL0433                         *CURRENT SURVEY CONTROL
 FL0433  ___________________________________________________________________
 FL0433* NAD 83(1986)-  35 14 30.     (N)    100 45 26.     (W)     SCALED    
 FL0433* NAVD 88     -       902.024  (meters)    2959.39   (feet)  ADJUSTED  
 FL0433  ___________________________________________________________________
 FL0433  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL0433  DYNAMIC HT  -         901.038 (meters)    2956.16  (feet)  COMP
 FL0433  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 FL0433
 FL0433  VERT ORDER  -  FIRST     CLASS II
 FL0433
 FL0433.The horizontal coordinates were scaled from a topographic map and have
 FL0433.an estimated accuracy of +/- 6 seconds.
 FL0433
 FL0433.The orthometric height was determined by differential leveling
 FL0433.and adjusted by the National Geodetic Survey in June 1991..
 FL0433
 FL0433.The geoid height was determined by GEOID03.
 FL0433
 FL0433.The dynamic height is computed by dividing the NAVD 88
 FL0433.geopotential number by the normal gravity value computed on the
 FL0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0433.degrees latitude (g = 980.6199 gals.).
 FL0433
 FL0433.The modeled gravity was interpolated from observed gravity values.
 FL0433
 FL0433;                    North         East    Units  Estimated Accuracy
 FL0433;SPC TX N     - 1,138,000.      267,600.      MT  (+/- 180 meters Scaled)
 FL0433
 FL0433                          SUPERSEDED SURVEY CONTROL
 FL0433
 FL0433  NGVD 29 (??/??/92)  901.663  (m)         2958.21   (f) ADJ UNCH    1 2
 FL0433
 FL0433.Superseded values are not recommended for survey control.
 FL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0433.See file dsdata.txt to determine how the superseded data were derived.
 FL0433
 FL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE401012(NAD 83)
 FL0433_MARKER: DB = BENCH MARK DISK
 FL0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0433_STAMPING: B 913 1955
 FL0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0433+STABILITY: SURFACE MOTION
 FL0433
 FL0433  HISTORY     - Date     Condition        Report By
 FL0433  HISTORY     - 1955     MONUMENTED       CGS
 FL0433
 FL0433                          STATION DESCRIPTION
 FL0433
 FL0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FL0433'2.7 MI NW FROM ALANREED.
 FL0433'2.7 MILES NORTHWEST ALONG FARM ROAD 291 FROM THE POST OFFICE AT
 FL0433'ALANREED, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 53
 FL0433'FEET NORTH OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING WEST, 10.3
 FL0433'FEET WEST OF A TELEPHONE POLE, 1.4 FEET EAST OF A FENCE, SET IN THE
 FL0433'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1249 ***********************************************************************
 AY1249  DESIGNATION -  B 915
 AY1249  PID         -  AY1249
 AY1249  STATE/COUNTY-  TX/MEDINA
 AY1249  USGS QUAD   -  HONDO (1982)
 AY1249
 AY1249                         *CURRENT SURVEY CONTROL
 AY1249  ___________________________________________________________________
 AY1249* NAD 83(1986)-  29 20 45.     (N)    099 09 36.     (W)     SCALED    
 AY1249* NAVD 88     -       273.942  (meters)     898.76   (feet)  ADJUSTED  
 AY1249  ___________________________________________________________________
 AY1249  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AY1249  DYNAMIC HT  -         273.544 (meters)     897.45  (feet)  COMP
 AY1249  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY1249
 AY1249  VERT ORDER  -  FIRST     CLASS II
 AY1249
 AY1249.The horizontal coordinates were scaled from a topographic map and have
 AY1249.an estimated accuracy of +/- 6 seconds.
 AY1249
 AY1249.The orthometric height was determined by differential leveling
 AY1249.and adjusted by the National Geodetic Survey in June 1991..
 AY1249
 AY1249.The geoid height was determined by GEOID03.
 AY1249
 AY1249.The dynamic height is computed by dividing the NAVD 88
 AY1249.geopotential number by the normal gravity value computed on the
 AY1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1249.degrees latitude (g = 980.6199 gals.).
 AY1249
 AY1249.The modeled gravity was interpolated from observed gravity values.
 AY1249
 AY1249;                    North         East    Units  Estimated Accuracy
 AY1249;SPC TXSC     - 4,167,640.      584,460.      MT  (+/- 180 meters Scaled)
 AY1249
 AY1249                          SUPERSEDED SURVEY CONTROL
 AY1249
 AY1249  NGVD 29 (??/??/92)  273.820  (m)          898.36   (f) ADJ UNCH    1 2
 AY1249
 AY1249.Superseded values are not recommended for survey control.
 AY1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1249.See file dsdata.txt to determine how the superseded data were derived.
 AY1249
 AY1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT844463(NAD 83)
 AY1249_MARKER: DB = BENCH MARK DISK
 AY1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1249_SP_SET: FLOOR
 AY1249_STAMPING: B 915 1944
 AY1249_MARK LOGO: CGS   
 AY1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1249+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1249
 AY1249  HISTORY     - Date     Condition        Report By
 AY1249  HISTORY     - 1944     MONUMENTED       CGS
 AY1249  HISTORY     - 1957     GOOD             NGS
 AY1249  HISTORY     - 1982     GOOD             NGS
 AY1249  HISTORY     - 1988     GOOD             USPSQD
 AY1249  HISTORY     - 1990     GOOD             USPSQD
 AY1249  HISTORY     - 19950427 GOOD             USPSQD
 AY1249  HISTORY     - 19950519 GOOD             USPSQD
 AY1249  HISTORY     - 20011113 GOOD             USPSQD
 AY1249  HISTORY     - 20050521 GOOD             USPSQD
 AY1249
 AY1249                          STATION DESCRIPTION
 AY1249
 AY1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1249'1.1 MI W FROM HONDO.
 AY1249'1.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1249'STATION AT HONDO, AT THE SOUTH AND MAIN ENTRANCE TO HONDO AIR FORCE
 AY1249'BASE, 57.6 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 30 FEET
 AY1249'EAST OF THE CENTER LINE OF AN OILED ROAD, AT THE SOUTHEAST CORNER OF A
 AY1249'WIDE CONCRETE BRIDGE, 0.5 FOOT WEST OF THE EAST CONCRETE CURB OF THE
 AY1249'BRIDGE, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FLOOR
 AY1249'OF THE BRIDGE.
 AY1249
 AY1249                          STATION RECOVERY (1982)
 AY1249
 AY1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1249'MARK RECOVERED THIS DATE.
 AY1249
 AY1249                          STATION RECOVERY (1988)
 AY1249
 AY1249'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1249'RECOVERED IN GOOD CONDITION.
 AY1249
 AY1249                          STATION RECOVERY (1990)
 AY1249
 AY1249'RECOVERY NOTE BY US POWER SQUADRON 1990 (HLJ)
 AY1249'RECOVERED IN GOOD CONDITION.
 AY1249
 AY1249                          STATION RECOVERY (1995)
 AY1249
 AY1249'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1249'RECOVERED IN GOOD CONDITION.
 AY1249
 AY1249                          STATION RECOVERY (1995)
 AY1249
 AY1249'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1249'RECOVERED IN GOOD CONDITION.
 AY1249
 AY1249                          STATION RECOVERY (2001)
 AY1249
 AY1249'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1249'RECOVERED IN GOOD CONDITION.
 AY1249
 AY1249                          STATION RECOVERY (2005)
 AY1249
 AY1249'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0117 ***********************************************************************
 AP0117  DESIGNATION -  B 916
 AP0117  PID         -  AP0117
 AP0117  STATE/COUNTY-  TX/MAVERICK
 AP0117  USGS QUAD   -  QUEMADO SE (1974)
 AP0117
 AP0117                         *CURRENT SURVEY CONTROL
 AP0117  ___________________________________________________________________
 AP0117* NAD 83(1986)-  28 48 16.     (N)    100 31 09.     (W)     SCALED    
 AP0117* NAVD 88     -       260.357  (meters)     854.19   (feet)  ADJUSTED  
 AP0117  ___________________________________________________________________
 AP0117  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AP0117  DYNAMIC HT  -         259.971 (meters)     852.92  (feet)  COMP
 AP0117  MODELED GRAV-     979,154.1   (mgal)                       NAVD 88
 AP0117
 AP0117  VERT ORDER  -  FIRST     CLASS II
 AP0117
 AP0117.The horizontal coordinates were scaled from a topographic map and have
 AP0117.an estimated accuracy of +/- 6 seconds.
 AP0117
 AP0117.The orthometric height was determined by differential leveling
 AP0117.and adjusted by the National Geodetic Survey in June 1991..
 AP0117
 AP0117.The geoid height was determined by GEOID03.
 AP0117
 AP0117.The dynamic height is computed by dividing the NAVD 88
 AP0117.geopotential number by the normal gravity value computed on the
 AP0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0117.degrees latitude (g = 980.6199 gals.).
 AP0117
 AP0117.The modeled gravity was interpolated from observed gravity values.
 AP0117
 AP0117;                    North         East    Units  Estimated Accuracy
 AP0117;SPC TXSC     - 4,108,590.      451,710.      MT  (+/- 180 meters Scaled)
 AP0117
 AP0117                          SUPERSEDED SURVEY CONTROL
 AP0117
 AP0117  NGVD 29 (??/??/92)  260.219  (m)          853.74   (f) ADJ UNCH    1 2
 AP0117
 AP0117.Superseded values are not recommended for survey control.
 AP0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0117.See file dsdata.txt to determine how the superseded data were derived.
 AP0117
 AP0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS517872(NAD 83)
 AP0117_MARKER: DB = BENCH MARK DISK
 AP0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0117_STAMPING: B 916 1944
 AP0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0117+STABILITY: SURFACE MOTION
 AP0117
 AP0117  HISTORY     - Date     Condition        Report By
 AP0117  HISTORY     - 1944     MONUMENTED       CGS
 AP0117  HISTORY     - 1957     GOOD             NGS
 AP0117  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0117
 AP0117                          STATION DESCRIPTION
 AP0117
 AP0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0117'8.6 MI NW FROM EAGLE PASS.
 AP0117'4.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0117'STATION AT EAGLE PASS, THENCE 0.1 MILE NORTHWEST ACROSS A FIELD,
 AP0117'THENCE 0.9 MILE SOUTHWEST ALONG FARM ROAD 1588, THENCE 3.5 MILES
 AP0117'NORTHWEST ALONG U.S. HIGHWAY 277, 0.7 MILE SOUTH OF A VERY LARGE
 AP0117'IRRIGATION CANAL, 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.7
 AP0117'FEET WEST OF A FENCE, 1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 AP0117'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AP0117
 AP0117                          STATION RECOVERY (1982)
 AP0117
 AP0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0117'NOT RECOVERED, SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0362 ***********************************************************************
 CA0362  DESIGNATION -  B 917 RESET 1957
 CA0362  PID         -  CA0362
 CA0362  STATE/COUNTY-  TX/BROWN
 CA0362  USGS QUAD   -  OWENS (1978)
 CA0362
 CA0362                         *CURRENT SURVEY CONTROL
 CA0362  ___________________________________________________________________
 CA0362* NAD 83(1986)-  31 46 24.     (N)    098 57 03.     (W)     SCALED    
 CA0362* NAVD 88     -       422.52   (+/-2cm)    1386.2    (feet)  VERTCON   
 CA0362  ___________________________________________________________________
 CA0362  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CA0362
 CA0362  VERT ORDER  -  THIRD (See Below)
 CA0362
 CA0362.The horizontal coordinates were scaled from a topographic map and have
 CA0362.an estimated accuracy of +/- 6 seconds.
 CA0362
 CA0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0362.The vertical order pertains to the NGVD 29 superseded value.
 CA0362
 CA0362.The geoid height was determined by GEOID03.
 CA0362
 CA0362;                    North         East    Units  Estimated Accuracy
 CA0362;SPC TX C     - 3,234,360.      830,950.      MT  (+/- 180 meters Scaled)
 CA0362
 CA0362                          SUPERSEDED SURVEY CONTROL
 CA0362
 CA0362  NGVD 29 (??/??/??)  422.44   (m)         1386.0    (f) RESET       3  
 CA0362
 CA0362.Superseded values are not recommended for survey control.
 CA0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0362.See file dsdata.txt to determine how the superseded data were derived.
 CA0362
 CA0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA046153(NAD 83)
 CA0362_MARKER: DB = BENCH MARK DISK
 CA0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0362_SP_SET: CULVERT
 CA0362_STAMPING: B 917 1945
 CA0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0362
 CA0362  HISTORY     - Date     Condition        Report By
 CA0362  HISTORY     - 1945     MONUMENTED       TXHD
 CA0362  HISTORY     - 1957     GOOD             NGS
 CA0362
 CA0362                          STATION DESCRIPTION
 CA0362
 CA0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CA0362'4.4 MI NE FROM BROWNWOOD.
 CA0362'4.4 MILES NORTHEAST OF BROWNWOOD ON U.S. HIGHWAY 183, DISK IN TOP OF
 CA0362'NEW HEADWALL CONCRETE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0558 ***********************************************************************
 CT0558  DESIGNATION -  B 918
 CT0558  PID         -  CT0558
 CT0558  STATE/COUNTY-  TX/TAYLOR
 CT0558  USGS QUAD   -  ABILENE WEST (1987)
 CT0558
 CT0558                         *CURRENT SURVEY CONTROL
 CT0558  ___________________________________________________________________
 CT0558* NAD 83(1993)-  32 26 38.79009(N)    099 52 05.86894(W)     ADJUSTED  
 CT0558* NAVD 88     -       558.771  (meters)    1833.23   (feet)  ADJUSTED  
 CT0558  ___________________________________________________________________
 CT0558  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 CT0558  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CT0558  DYNAMIC HT  -         558.045 (meters)    1830.85  (feet)  COMP
 CT0558  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 CT0558
 CT0558  HORZ ORDER  -  SECOND
 CT0558  VERT ORDER  -  FIRST     CLASS II
 CT0558
 CT0558.The horizontal coordinates were established by classical geodetic methods
 CT0558.and adjusted by the National Geodetic Survey in February 1996..
 CT0558
 CT0558.The orthometric height was determined by differential leveling
 CT0558.and adjusted by the National Geodetic Survey in June 1991..
 CT0558
 CT0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0558
 CT0558.The geoid height was determined by GEOID03.
 CT0558
 CT0558.The dynamic height is computed by dividing the NAVD 88
 CT0558.geopotential number by the normal gravity value computed on the
 CT0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0558.degrees latitude (g = 980.6199 gals.).
 CT0558
 CT0558.The modeled gravity was interpolated from observed gravity values.
 CT0558
 CT0558;                    North         East     Units Scale Factor Converg.
 CT0558;SPC TXNC     - 2,087,049.237   471,345.264   MT  0.99992844   -0 44 46.5
 CT0558;SPC TXNC     - 6,847,260.71  1,546,405.25   sFT  0.99992844   -0 44 46.5
 CT0558;UTM  14      - 3,589,995.284   418,381.161   MT  0.99968215   -0 27 57.0
 CT0558
 CT0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0558!SPC TXNC     -   0.99991661  x   0.99992844  =   0.99984505
 CT0558!UTM  14      -   0.99991661  x   0.99968215  =   0.99959878
 CT0558
 CT0558                          SUPERSEDED SURVEY CONTROL
 CT0558
 CT0558  NAD 83(1986)-  32 26 38.79609(N)    099 52 05.85726(W) AD(       ) 2
 CT0558  NAD 27      -  32 26 38.34950(N)    099 52 04.52750(W) AD(       ) 2
 CT0558  NGVD 29 (??/??/92)  558.595  (m)         1832.66   (f) ADJ UNCH    1 2
 CT0558
 CT0558.Superseded values are not recommended for survey control.
 CT0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0558.See file dsdata.txt to determine how the superseded data were derived.
 CT0558
 CT0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1838189995(NAD 83)
 CT0558_MARKER: DB = BENCH MARK DISK
 CT0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0558_STAMPING: B 918 1945
 CT0558_MARK LOGO: CGS   
 CT0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0558+STABILITY: SURFACE MOTION
 CT0558
 CT0558  HISTORY     - Date     Condition        Report By
 CT0558  HISTORY     - 1945     MONUMENTED       CGS
 CT0558  HISTORY     - 1956     GOOD             NGS
 CT0558  HISTORY     - 1961     GOOD             CGS
 CT0558  HISTORY     - 1969     GOOD             NGS
 CT0558  HISTORY     - 19840615 GOOD             NGS
 CT0558  HISTORY     - 19940617 GOOD             USPSQD
 CT0558  HISTORY     - 19990826 GOOD             NGS
 CT0558  HISTORY     - 20011013 GOOD             USPSQD
 CT0558
 CT0558                          STATION DESCRIPTION
 CT0558
 CT0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0558'0.95 MI S FROM TYE.
 CT0558'0.05 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0558'OFFICE AT TYE, THENCE 0.9 MILE SOUTH ALONG FARM ROAD 707, 100 YARDS
 CT0558'SOUTH OF THE TOP OF A HILL, 132 FEET EAST OF THE SOUTHEAST CORNER OF A
 CT0558'SMALL WHITE HOUSE, 49 FEET EAST OF THE CENTER LINE OF THE FARM ROAD,
 CT0558'56.5 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A FENCE, 2 FEET
 CT0558'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CT0558'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CT0558
 CT0558                          STATION RECOVERY (1961)
 CT0558
 CT0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT0558'3/4 MILE SOUTH OF TYE, ON THE EAST RIGHT-OF-WAY OF FARM ROAD 707.
 CT0558'
 CT0558'THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 CT0558'MARK DISK, STAMPED B 918 1945, SET IN A SQUARE CONCRETE POST
 CT0558'WHICH PROJECTS 6 INCHES.  IT IS 57 FEET SOUTHEAST OF A TELEPHONE
 CT0558'POLE, 49 FEET EAST OF THE CENTER LINE OF FARM ROAD 707, 1.5
 CT0558'FEET WEST OF A FENCE AND 2 FEET SOUTH OF A WOOD WITNESS POST.
 CT0558'
 CT0558'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TYE,
 CT0558'THE DISTANCE BEING 36.393 METERS (119.40 FEET) NORTHEAST
 CT0558'OF STATION TYE.
 CT0558
 CT0558                          STATION RECOVERY (1969)
 CT0558
 CT0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CT0558'RECOVERED IN GOOD CONDITION.
 CT0558
 CT0558                          STATION RECOVERY (1984)
 CT0558
 CT0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CT0558'BENCH MARK B 918, STAMPED---B 918 1945---, IS A CGS BENCH MARK DISK
 CT0558'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 0.09 METER.
 CT0558'(0.30 FT) IT IS 17.37 METERS (56.99 FT) SOUTH OF A POWER POLE, 14.63
 CT0558'METERS (48.00 FT) EAST OF THE CENTER OF THE HIGHWAY, 0.64 METER (2.10
 CT0558'FT) WEST OF A FENCE AND 0.36 METER (1.18 FT) NORTH OF A WITNESS POST.
 CT0558
 CT0558                          STATION RECOVERY (1994)
 CT0558
 CT0558'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0558'RECOVERED IN GOOD CONDITION.
 CT0558
 CT0558                          STATION RECOVERY (1999)
 CT0558
 CT0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CT0558'RECOVERED AS DESCRIBED.
 CT0558
 CT0558                          STATION RECOVERY (2001)
 CT0558
 CT0558'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0747 ***********************************************************************
 AH0747  DESIGNATION -  B 919
 AH0747  PID         -  AH0747
 AH0747  STATE/COUNTY-  TX/NUECES
 AH0747  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0747
 AH0747                         *CURRENT SURVEY CONTROL
 AH0747  ___________________________________________________________________
 AH0747* NAD 83(1986)-  27 34 28.     (N)    097 49 40.     (W)     SCALED    
 AH0747* NAVD 88     -        18.419  (meters)      60.43   (feet)  ADJUSTED  
 AH0747  ___________________________________________________________________
 AH0747  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AH0747  DYNAMIC HT  -          18.391 (meters)      60.34  (feet)  COMP
 AH0747  MODELED GRAV-     979,100.1   (mgal)                       NAVD 88
 AH0747
 AH0747  VERT ORDER  -  FIRST     CLASS II
 AH0747
 AH0747.The horizontal coordinates were scaled from a topographic map and have
 AH0747.an estimated accuracy of +/- 6 seconds.
 AH0747
 AH0747.The orthometric height was determined by differential leveling
 AH0747.and adjusted by the National Geodetic Survey in June 1991..
 AH0747
 AH0747.The geoid height was determined by GEOID03.
 AH0747
 AH0747.The dynamic height is computed by dividing the NAVD 88
 AH0747.geopotential number by the normal gravity value computed on the
 AH0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0747.degrees latitude (g = 980.6199 gals.).
 AH0747
 AH0747.The modeled gravity was interpolated from observed gravity values.
 AH0747
 AH0747;                    North         East    Units  Estimated Accuracy
 AH0747;SPC TX S     - 5,211,550.      366,380.      MT  (+/- 180 meters Scaled)
 AH0747
 AH0747                          SUPERSEDED SURVEY CONTROL
 AH0747
 AH0747  NGVD 29 (??/??/92)   18.531  (m)           60.80   (f) ADJ UNCH    1 2
 AH0747
 AH0747.Superseded values are not recommended for survey control.
 AH0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0747.See file dsdata.txt to determine how the superseded data were derived.
 AH0747
 AH0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR157506(NAD 83)
 AH0747_MARKER: DB = BENCH MARK DISK
 AH0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0747_SP_SET: CULVERT
 AH0747_STAMPING: B 919 1945
 AH0747_MARK LOGO: CGS   
 AH0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0747
 AH0747  HISTORY     - Date     Condition        Report By
 AH0747  HISTORY     - 1945     MONUMENTED       CGS
 AH0747  HISTORY     - 1975     GOOD             USGS
 AH0747  HISTORY     - 1981     GOOD             NGS
 AH0747  HISTORY     - 19970726 GOOD             USPSQD
 AH0747
 AH0747                          STATION DESCRIPTION
 AH0747
 AH0747'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0747'2 MI SW FROM BISHOP.
 AH0747'1.3 MILES SOUTH-SOUTHWEST ALONG STATE HWY. 428 (U.S. HWY 77 BUSINESS)
 AH0747'FROM MAIN STREET AT BISHOP, TO A PAVED ROAD WEST ON NORTH SIDE OF THE
 AH0747'CELANESE PLANT, 0.7 MILE WEST NEAR GATE NO. 3 CELANESE PLANT, 28 FT.
 AH0747'WEST OF THE CENTERLINE OF SECTION LINE PAVED ROAD, 19 FT. SOUTH OF THE
 AH0747'CENTERLINE OF PAVED ROAD, IN THE CENTER OF THE SOUTH HEADWALL OF A
 AH0747'LARGE CONCRETE CULVERT, 1.0 FT. BELOW ROAD JUNCTION, AN IRON DISK SET
 AH0747'FLUSH IN HEADWALL.
 AH0747
 AH0747                          STATION RECOVERY (1981)
 AH0747
 AH0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0747'RECOVERED THIS DATE.  NOTE-2.4 KM (1.5 MI) SOUTHWEST ALONG U.S.
 AH0747'HIGHWAY 77 BUSINESS SOUTHBOUND FROM THE JUNCTION OF MAIN STREET IN
 AH0747'BISHOP, THENCE WEST ALONG AN ASPHALT ROAD FOR 1.1 KM (0.7 MI).
 AH0747
 AH0747                          STATION RECOVERY (1997)
 AH0747
 AH0747'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0002 ***********************************************************************
 BY0002  DESIGNATION -  B 92
 BY0002  PID         -  BY0002
 BY0002  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0002  USGS QUAD   -  SAN AUGUSTINE EAST (1984)
 BY0002
 BY0002                         *CURRENT SURVEY CONTROL
 BY0002  ___________________________________________________________________
 BY0002* NAD 83(1986)-  31 31 45.     (N)    094 06 55.     (W)     SCALED    
 BY0002* NAVD 88     -        93.523  (meters)     306.83   (feet)  ADJUSTED  
 BY0002  ___________________________________________________________________
 BY0002  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY0002  DYNAMIC HT  -          93.408 (meters)     306.46  (feet)  COMP
 BY0002  MODELED GRAV-     979,403.7   (mgal)                       NAVD 88
 BY0002
 BY0002  VERT ORDER  -  FIRST     CLASS II
 BY0002
 BY0002.The horizontal coordinates were scaled from a topographic map and have
 BY0002.an estimated accuracy of +/- 6 seconds.
 BY0002
 BY0002.The orthometric height was determined by differential leveling
 BY0002.and adjusted by the National Geodetic Survey in June 1991..
 BY0002
 BY0002.The geoid height was determined by GEOID03.
 BY0002
 BY0002.The dynamic height is computed by dividing the NAVD 88
 BY0002.geopotential number by the normal gravity value computed on the
 BY0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0002.degrees latitude (g = 980.6199 gals.).
 BY0002
 BY0002.The modeled gravity was interpolated from observed gravity values.
 BY0002
 BY0002;                    North         East    Units  Estimated Accuracy
 BY0002;SPC TX C     - 3,222,970.    1,290,190.      MT  (+/- 180 meters Scaled)
 BY0002
 BY0002                          SUPERSEDED SURVEY CONTROL
 BY0002
 BY0002  NGVD 29 (??/??/??)   93.552  (m)          306.93   (f) ADJUSTED    1 2
 BY0002
 BY0002.Superseded values are not recommended for survey control.
 BY0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0002.See file dsdata.txt to determine how the superseded data were derived.
 BY0002
 BY0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ941887(NAD 83)
 BY0002_MARKER: DB = BENCH MARK DISK
 BY0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0002_SP_SET: WATER SPOUT FOUNDATION
 BY0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0002
 BY0002  HISTORY     - Date     Condition        Report By
 BY0002  HISTORY     - UNK      MONUMENTED       CGS
 BY0002  HISTORY     - 1932     GOOD             NGS
 BY0002  HISTORY     - 1934     GOOD             NGS
 BY0002  HISTORY     - 1979     GOOD             NGS
 BY0002  HISTORY     - 20020712 MARK NOT FOUND   USPSQD
 BY0002
 BY0002                          STATION DESCRIPTION
 BY0002
 BY0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0002'IN SAN AUGUSTINE.
 BY0002'ON THE G.C. AND S.F.R.R., DISK SET IN THE NORTHWEST CORNER OF THE
 BY0002'WATER SPOUT FOUNDATION, 2 1/2 RAILS NORTH OF THE STATION AT SAN
 BY0002'AUGUSTINE, 3 FEET EAST OF THE TRACK, 15 FEET SOUTHWEST OF THE FUEL
 BY0002'SUPPLY SPOUT.
 BY0002
 BY0002                          STATION RECOVERY (1934)
 BY0002
 BY0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0002'RECOVERED IN GOOD CONDITION.
 BY0002
 BY0002                          STATION RECOVERY (1979)
 BY0002
 BY0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0002'THE MARK IS 1.5 FT BELOW THE GROUND.
 BY0002
 BY0002                          STATION RECOVERY (2002)
 BY0002
 BY0002'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BY0002'AREA IS NOW THE SITE OF A RAIL TIE PLANT.  FOUND LARGE FOUNDATION
 BY0002'PUSHED INTO THE WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0429 ***********************************************************************
 AH0429  DESIGNATION -  B 920
 AH0429  PID         -  AH0429
 AH0429  STATE/COUNTY-  TX/KLEBERG
 AH0429  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0429
 AH0429                         *CURRENT SURVEY CONTROL
 AH0429  ___________________________________________________________________
 AH0429* NAD 83(1986)-  27 32 05.     (N)    097 25 42.     (W)     SCALED    
 AH0429* NAVD 88     -         8.134  (meters)      26.69   (feet)  ADJUSTED  
 AH0429  ___________________________________________________________________
 AH0429  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AH0429  DYNAMIC HT  -           8.122 (meters)      26.65  (feet)  COMP
 AH0429  MODELED GRAV-     979,118.1   (mgal)                       NAVD 88
 AH0429
 AH0429  VERT ORDER  -  SECOND    CLASS 0
 AH0429
 AH0429.The horizontal coordinates were scaled from a topographic map and have
 AH0429.an estimated accuracy of +/- 6 seconds.
 AH0429
 AH0429.The orthometric height was determined by differential leveling
 AH0429.and adjusted by the National Geodetic Survey in June 1991..
 AH0429
 AH0429.The geoid height was determined by GEOID03.
 AH0429
 AH0429.The dynamic height is computed by dividing the NAVD 88
 AH0429.geopotential number by the normal gravity value computed on the
 AH0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0429.degrees latitude (g = 980.6199 gals.).
 AH0429
 AH0429.The modeled gravity was interpolated from observed gravity values.
 AH0429
 AH0429;                    North         East    Units  Estimated Accuracy
 AH0429;SPC TX S     - 5,207,420.      405,850.      MT  (+/- 180 meters Scaled)
 AH0429
 AH0429                          SUPERSEDED SURVEY CONTROL
 AH0429
 AH0429  NGVD 29 (??/??/92)    8.262  (m)           27.11   (f) ADJ UNCH    2 0
 AH0429
 AH0429.Superseded values are not recommended for survey control.
 AH0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0429.See file dsdata.txt to determine how the superseded data were derived.
 AH0429
 AH0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR552466(NAD 83)
 AH0429_MARKER: DB = BENCH MARK DISK
 AH0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0429_STAMPING: B 920 1945
 AH0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0429+STABILITY: SURFACE MOTION
 AH0429
 AH0429  HISTORY     - Date     Condition        Report By
 AH0429  HISTORY     - 1945     MONUMENTED       CGS
 AH0429  HISTORY     - 1949     GOOD             NGS
 AH0429  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0429
 AH0429                          STATION DESCRIPTION
 AH0429
 AH0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0429'3.3 MI SE FROM KING RANCH.
 AH0429'3.3 MILES SOUTHEAST ALONG A ROAD FROM THE LAURELES DIVISION
 AH0429'HEADQUARTERS OF THE KING RANCH, KLEBERG COUNTY, THENCE 3.2 MILES
 AH0429'NORTHEAST ALONG A ROAD FROM OUTLYING FIELD 12 (ABANDONED).  AT
 AH0429'OUTLYING FIELD 1-D (ABANDONED), 18 FEET SOUTH OF THE CENTER OF THE
 AH0429'ENTRANCE, AND 1 FOOT WEST OF THE SOUTH GATEPOST.  AN IRON DISK,
 AH0429'STAMPED B 920 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 AH0429'INCHES ABOVE GROUND.
 AH0429
 AH0429                          STATION RECOVERY (1969)
 AH0429
 AH0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0427 ***********************************************************************
 DN0427  DESIGNATION -  B 922
 DN0427  PID         -  DN0427
 DN0427  STATE/COUNTY-  TX/COLLIN
 DN0427  USGS QUAD   -  WYLIE (1973)
 DN0427
 DN0427                         *CURRENT SURVEY CONTROL
 DN0427  ___________________________________________________________________
 DN0427* NAD 83(1986)-  33 00 47.     (N)    096 32 22.     (W)     SCALED    
 DN0427* NAVD 88     -       167.454  (meters)     549.39   (feet)  ADJUSTED  
 DN0427  ___________________________________________________________________
 DN0427  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DN0427  DYNAMIC HT  -         167.273 (meters)     548.79  (feet)  COMP
 DN0427  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 DN0427
 DN0427  VERT ORDER  -  SECOND    CLASS 0
 DN0427
 DN0427.The horizontal coordinates were scaled from a topographic map and have
 DN0427.an estimated accuracy of +/- 6 seconds.
 DN0427
 DN0427.The orthometric height was determined by differential leveling
 DN0427.and adjusted by the National Geodetic Survey in June 1991..
 DN0427
 DN0427.The geoid height was determined by GEOID03.
 DN0427
 DN0427.The dynamic height is computed by dividing the NAVD 88
 DN0427.geopotential number by the normal gravity value computed on the
 DN0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0427.degrees latitude (g = 980.6199 gals.).
 DN0427
 DN0427.The modeled gravity was interpolated from observed gravity values.
 DN0427
 DN0427;                    North         East    Units  Estimated Accuracy
 DN0427;SPC TXNC     - 2,151,010.      783,160.      MT  (+/- 180 meters Scaled)
 DN0427
 DN0427                          SUPERSEDED SURVEY CONTROL
 DN0427
 DN0427  NGVD 29 (??/??/92)  167.463  (m)          549.42   (f) ADJ UNCH    2 0
 DN0427
 DN0427.Superseded values are not recommended for survey control.
 DN0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0427.See file dsdata.txt to determine how the superseded data were derived.
 DN0427
 DN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB298554(NAD 83)
 DN0427_MARKER: DB = BENCH MARK DISK
 DN0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0427_SP_SET: FOOTING
 DN0427_STAMPING: B 922 1946
 DN0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0427
 DN0427  HISTORY     - Date     Condition        Report By
 DN0427  HISTORY     - 1946     MONUMENTED       CGS
 DN0427  HISTORY     - 1964     GOOD             NGS
 DN0427  HISTORY     - 19910709 GOOD             USPSQD
 DN0427  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0427
 DN0427                          STATION DESCRIPTION
 DN0427
 DN0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DN0427'IN WYLIE.
 DN0427'THE MARK IS SET IN THE CONCRETE BASE OF THE SOUTHWEST LEG OF THE CITY
 DN0427'WATER TOWER.  IT IS 6 INCHES ABOVE THE GROUND.  A BRONZE DISK SET IN
 DN0427'THE CONCRETE BASE OF THE SOUTHWEST LEG OF THE WATER TOWER.
 DN0427
 DN0427                          STATION RECOVERY (1991)
 DN0427
 DN0427'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0427'RECOVERED IN GOOD CONDITION.
 DN0427
 DN0427                          STATION RECOVERY (2005)
 DN0427
 DN0427'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1200 ***********************************************************************
 CS1200  DESIGNATION -  B 924
 CS1200  PID         -  CS1200
 CS1200  STATE/COUNTY-  TX/DALLAS
 CS1200  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1200
 CS1200                         *CURRENT SURVEY CONTROL
 CS1200  ___________________________________________________________________
 CS1200* NAD 83(1986)-  32 51 24.     (N)    096 45 00.     (W)     SCALED    
 CS1200* NAVD 88     -       173.413  (meters)     568.94   (feet)  ADJUSTED  
 CS1200  ___________________________________________________________________
 CS1200  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CS1200  DYNAMIC HT  -         173.218 (meters)     568.30  (feet)  COMP
 CS1200  MODELED GRAV-     979,508.5   (mgal)                       NAVD 88
 CS1200
 CS1200  VERT ORDER  -  FIRST     CLASS II
 CS1200
 CS1200.The horizontal coordinates were scaled from a topographic map and have
 CS1200.an estimated accuracy of +/- 6 seconds.
 CS1200
 CS1200.The orthometric height was determined by differential leveling
 CS1200.and adjusted by the National Geodetic Survey in June 1991..
 CS1200.WARNING-Repeat measurements at this control monument indicate possible
 CS1200.vertical movement.
 CS1200
 CS1200.The geoid height was determined by GEOID03.
 CS1200
 CS1200.The dynamic height is computed by dividing the NAVD 88
 CS1200.geopotential number by the normal gravity value computed on the
 CS1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1200.degrees latitude (g = 980.6199 gals.).
 CS1200
 CS1200.The modeled gravity was interpolated from observed gravity values.
 CS1200
 CS1200;                    North         East    Units  Estimated Accuracy
 CS1200;SPC TXNC     - 2,133,320.      763,780.      MT  (+/- 180 meters Scaled)
 CS1200
 CS1200                          SUPERSEDED SURVEY CONTROL
 CS1200
 CS1200  NGVD 29 (??/??/92)  173.41   (m)          568.9    (f) COMPUTED    1 2
 CS1200
 CS1200.Superseded values are not recommended for survey control.
 CS1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1200.See file dsdata.txt to determine how the superseded data were derived.
 CS1200
 CS1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB105376(NAD 83)
 CS1200_MARKER: DB = BENCH MARK DISK
 CS1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1200_STAMPING: B 924 1946
 CS1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1200+STABILITY: SURFACE MOTION
 CS1200
 CS1200  HISTORY     - Date     Condition        Report By
 CS1200  HISTORY     - 1946     MONUMENTED       CGS
 CS1200  HISTORY     - 1947     GOOD             NGS
 CS1200  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1200
 CS1200                          STATION DESCRIPTION
 CS1200
 CS1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1200'1.5 MI SE FROM VICKERY.
 CS1200'ABOUT 1.5 MILES SOUTHEAST FROM THE POST OFFICE AT VICKERY, SET IN THE
 CS1200'SOUTHEAST CORNER OF THE FIELD AT MUSTANG AIRPORT, 80 FEET SOUTHEAST OF
 CS1200'THE SOUTHEAST CORNER OF THE HANGAR, 53.2 FEET WEST OF THE CENTER LINE
 CS1200'OF STATE HIGHWAY 114.
 CS1200
 CS1200                          STATION RECOVERY (1958)
 CS1200
 CS1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1339 ***********************************************************************
 CS1339  DESIGNATION -  B 925
 CS1339  PID         -  CS1339
 CS1339  STATE/COUNTY-  TX/DALLAS
 CS1339  USGS QUAD   -  ROWLETT (1973)
 CS1339
 CS1339                         *CURRENT SURVEY CONTROL
 CS1339  ___________________________________________________________________
 CS1339* NAD 83(1986)-  32 56 21.     (N)    096 37 25.     (W)     SCALED    
 CS1339* NAVD 88     -       165.839  (meters)     544.09   (feet)  ADJUSTED  
 CS1339  ___________________________________________________________________
 CS1339  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS1339  DYNAMIC HT  -         165.657 (meters)     543.49  (feet)  COMP
 CS1339  MODELED GRAV-     979,534.7   (mgal)                       NAVD 88
 CS1339
 CS1339  VERT ORDER  -  SECOND    CLASS 0
 CS1339
 CS1339.The horizontal coordinates were scaled from a topographic map and have
 CS1339.an estimated accuracy of +/- 6 seconds.
 CS1339
 CS1339.The orthometric height was determined by differential leveling
 CS1339.and adjusted by the National Geodetic Survey in June 1991..
 CS1339
 CS1339.The geoid height was determined by GEOID03.
 CS1339
 CS1339.The dynamic height is computed by dividing the NAVD 88
 CS1339.geopotential number by the normal gravity value computed on the
 CS1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1339.degrees latitude (g = 980.6199 gals.).
 CS1339
 CS1339.The modeled gravity was interpolated from observed gravity values.
 CS1339
 CS1339;                    North         East    Units  Estimated Accuracy
 CS1339;SPC TXNC     - 2,142,670.      775,440.      MT  (+/- 180 meters Scaled)
 CS1339
 CS1339                          SUPERSEDED SURVEY CONTROL
 CS1339
 CS1339  NGVD 29 (??/??/92)  165.854  (m)          544.14   (f) ADJ UNCH    2 0
 CS1339
 CS1339.Superseded values are not recommended for survey control.
 CS1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1339.See file dsdata.txt to determine how the superseded data were derived.
 CS1339
 CS1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB221470(NAD 83)
 CS1339_MARKER: DB = BENCH MARK DISK
 CS1339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1339_SP_SET: CULVERT
 CS1339_STAMPING: B 925 1946
 CS1339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1339
 CS1339  HISTORY     - Date     Condition        Report By
 CS1339  HISTORY     - 1946     MONUMENTED       CGS
 CS1339  HISTORY     - 1964     GOOD             NGS
 CS1339  HISTORY     - 19910628 MARK NOT FOUND   USPSQD
 CS1339
 CS1339                          STATION DESCRIPTION
 CS1339
 CS1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1339'2.1 MI NE FROM GARLAND.
 CS1339'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM THE MISSOURI, KANSAS
 CS1339'AND TEXAS RAILROAD STATION AT GARLAND.  59.7 FEET NORTHWEST OF THE
 CS1339'CENTER OF A RAILROAD CROSSING, 37.7 FEET SOUTH OF A WINDMILL, 12 FEET
 CS1339'NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 INCHES ABOVE THE LEVEL OF
 CS1339'THE HIGHWAY.  A BRONZE DISK SET IN THE TOP OF THE WEST END OF THE
 CS1339'NORTH HEADWALL OF A CONCRETE CULVERT.  NOTE-- THE DISTANCE FROM THE
 CS1339'CENTER LINE OF HIGHWAY AS MENTIONED ABOVE IS NOW THE CENTER LINE OF
 CS1339'CRIST ROAD.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 66, 78 AT
 CS1339'THE INTERSECTION OF GARLAND AVENUE AND NORTH FIRST STREET IN GARLAND,
 CS1339'GO NORTHEAST ON NORTH FIRST STREET FOR 1.45 MILES TO CRIST ROAD. TURN
 CS1339'RIGHT AND FOLLOW CRIST ROAD FOR 0.65 MILE TO STATE HIGHWAY 78 AND THE
 CS1339'BENCH MARK.
 CS1339
 CS1339                          STATION RECOVERY (1991)
 CS1339
 CS1339'RECOVERY NOTE BY US POWER SQUADRON 1991 (CES)
 CS1339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0011 ***********************************************************************
 CS0011  DESIGNATION -  B 927
 CS0011  PID         -  CS0011
 CS0011  STATE/COUNTY-  TX/ROCKWALL
 CS0011  USGS QUAD   -  ROYSE CITY (1963)
 CS0011
 CS0011                         *CURRENT SURVEY CONTROL
 CS0011  ___________________________________________________________________
 CS0011* NAD 83(1986)-  32 57 41.     (N)    096 21 25.     (W)     SCALED    
 CS0011* NAVD 88     -       168.03   (+/-2cm)     551.3    (feet)  VERTCON   
 CS0011  ___________________________________________________________________
 CS0011  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0011
 CS0011  VERT ORDER  -  FIRST     CLASS II (See Below)
 CS0011
 CS0011.The horizontal coordinates were scaled from a topographic map and have
 CS0011.an estimated accuracy of +/- 6 seconds.
 CS0011
 CS0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0011.The vertical order pertains to the NGVD 29 superseded value.
 CS0011
 CS0011.The geoid height was determined by GEOID03.
 CS0011
 CS0011;                    North         East    Units  Estimated Accuracy
 CS0011;SPC TXNC     - 2,145,620.      800,320.      MT  (+/- 180 meters Scaled)
 CS0011
 CS0011                          SUPERSEDED SURVEY CONTROL
 CS0011
 CS0011  NGVD 29 (??/??/92)  168.025  (m)          551.26   (f) ADJ UNCH    1 2
 CS0011
 CS0011.Superseded values are not recommended for survey control.
 CS0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0011.See file dsdata.txt to determine how the superseded data were derived.
 CS0011
 CS0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB470501(NAD 83)
 CS0011_MARKER: DB = BENCH MARK DISK
 CS0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0011_STAMPING: B 927 1946
 CS0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0011+STABILITY: SURFACE MOTION
 CS0011
 CS0011  HISTORY     - Date     Condition        Report By
 CS0011  HISTORY     - 1946     MONUMENTED       CGS
 CS0011  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0011
 CS0011                          STATION DESCRIPTION
 CS0011
 CS0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0011'1.7 MI SW FROM ROYCE CITY.
 CS0011'1.7 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 CS0011'THE STATION AT ROYCE CITY.  109 FEET NORTHWEST OF THE CENTER OF A
 CS0011'RAILROAD CROSSING, 63.2 FEET WEST OF THE WEST RAIL, 20.4 FEET EAST OF
 CS0011'THE CENTER LINE OF THE ROAD, 2.4 FEET EAST OF A POWER POLE, 2.8 FEET
 CS0011'SOUTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS0011'CONCRETE POST.
 CS0011
 CS0011                          STATION RECOVERY (1986)
 CS0011
 CS0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0144 ***********************************************************************
 CS0144  DESIGNATION -  B 928
 CS0144  PID         -  CS0144
 CS0144  STATE/COUNTY-  TX/HUNT
 CS0144  USGS QUAD   -  WEST TAWAKONI (1980)
 CS0144
 CS0144                         *CURRENT SURVEY CONTROL
 CS0144  ___________________________________________________________________
 CS0144* NAD 83(1986)-  32 59 03.     (N)    096 06 41.     (W)     SCALED    
 CS0144* NAVD 88     -       147.358  (meters)     483.46   (feet)  ADJUSTED  
 CS0144  ___________________________________________________________________
 CS0144  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0144  DYNAMIC HT  -         147.197 (meters)     482.93  (feet)  COMP
 CS0144  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 CS0144
 CS0144  VERT ORDER  -  SECOND    CLASS 0
 CS0144
 CS0144.The horizontal coordinates were scaled from a topographic map and have
 CS0144.an estimated accuracy of +/- 6 seconds.
 CS0144
 CS0144.The orthometric height was determined by differential leveling
 CS0144.and adjusted by the National Geodetic Survey in June 1991..
 CS0144
 CS0144.The geoid height was determined by GEOID03.
 CS0144
 CS0144.The dynamic height is computed by dividing the NAVD 88
 CS0144.geopotential number by the normal gravity value computed on the
 CS0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0144.degrees latitude (g = 980.6199 gals.).
 CS0144
 CS0144.The modeled gravity was interpolated from observed gravity values.
 CS0144
 CS0144;                    North         East    Units  Estimated Accuracy
 CS0144;SPC TXNC     - 2,148,640.      823,220.      MT  (+/- 180 meters Scaled)
 CS0144
 CS0144                          SUPERSEDED SURVEY CONTROL
 CS0144
 CS0144  NGVD 29 (??/??/92)  147.354  (m)          483.44   (f) ADJ UNCH    2 0
 CS0144
 CS0144.Superseded values are not recommended for survey control.
 CS0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0144.See file dsdata.txt to determine how the superseded data were derived.
 CS0144
 CS0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB699532(NAD 83)
 CS0144_MARKER: DB = BENCH MARK DISK
 CS0144_SETTING: 0 = UNSPECIFIED SETTING
 CS0144_STAMPING: B 928 1946
 CS0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0144
 CS0144  HISTORY     - Date     Condition        Report By
 CS0144  HISTORY     - 1946     MONUMENTED       CGS
 CS0144  HISTORY     - 1975     GOOD             USGS
 CS0144  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0144
 CS0144                          STATION DESCRIPTION
 CS0144
 CS0144'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 CS0144'0.6 MI S FROM CASH.
 CS0144'TO REACH FROM STATE HWY. 34 AND E-W DIRT CROSS ROADS IN CASH.  GO S.
 CS0144'ON HWY. 34 FOR .055 MI. TO DIRT RD. W. GO RIGHT W. ON DIRT RD. FOR 0.2
 CS0144'MI. TO OLD RR GRADE AND BM SITE.  41 FT. N. CENTER OF RD. AND 39 FT.
 CS0144'E. OF OLD RR GRADE.
 CS0144
 CS0144                          STATION RECOVERY (1994)
 CS0144
 CS0144'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0049 ***********************************************************************
 CS0049  DESIGNATION -  B 929
 CS0049  PID         -  CS0049
 CS0049  STATE/COUNTY-  TX/ROCKWALL
 CS0049  USGS QUAD   -  TERRELL NORTH (1962)
 CS0049
 CS0049                         *CURRENT SURVEY CONTROL
 CS0049  ___________________________________________________________________
 CS0049* NAD 83(1986)-  32 52 13.     (N)    096 19 48.     (W)     SCALED    
 CS0049* NAVD 88     -       168.994  (meters)     554.44   (feet)  ADJUSTED  
 CS0049  ___________________________________________________________________
 CS0049  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CS0049  DYNAMIC HT  -         168.808 (meters)     553.83  (feet)  COMP
 CS0049  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 CS0049
 CS0049  VERT ORDER  -  SECOND    CLASS 0
 CS0049
 CS0049.The horizontal coordinates were scaled from a topographic map and have
 CS0049.an estimated accuracy of +/- 6 seconds.
 CS0049
 CS0049.The orthometric height was determined by differential leveling
 CS0049.and adjusted by the National Geodetic Survey in June 1991..
 CS0049
 CS0049.The geoid height was determined by GEOID03.
 CS0049
 CS0049.The dynamic height is computed by dividing the NAVD 88
 CS0049.geopotential number by the normal gravity value computed on the
 CS0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0049.degrees latitude (g = 980.6199 gals.).
 CS0049
 CS0049.The modeled gravity was interpolated from observed gravity values.
 CS0049
 CS0049;                    North         East    Units  Estimated Accuracy
 CS0049;SPC TXNC     - 2,135,570.      803,050.      MT  (+/- 180 meters Scaled)
 CS0049
 CS0049                          SUPERSEDED SURVEY CONTROL
 CS0049
 CS0049  NGVD 29 (??/??/92)  169.001  (m)          554.46   (f) ADJ UNCH    2 0
 CS0049
 CS0049.Superseded values are not recommended for survey control.
 CS0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0049.See file dsdata.txt to determine how the superseded data were derived.
 CS0049
 CS0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB498400(NAD 83)
 CS0049_MARKER: DB = BENCH MARK DISK
 CS0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0049_STAMPING: B 929 1946
 CS0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0049+STABILITY: SURFACE MOTION
 CS0049
 CS0049  HISTORY     - Date     Condition        Report By
 CS0049  HISTORY     - 1946     MONUMENTED       CGS
 CS0049
 CS0049                          STATION DESCRIPTION
 CS0049
 CS0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0049'3.3 MI NE FROM CHISHOLM.
 CS0049'3.3 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CS0049'CHISHOLM, 0.1 MILE NORTHEAST OF A FARMHOUSE, 56 FEET NORTHEAST OF THE
 CS0049'SOUTHEAST END OF A SMALL WOODEN BRIDGE, 44 FEET EAST OF A POWERLINE
 CS0049'POLE, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 5 FEET
 CS0049'SOUTHEAST OF A FENCE, AND 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 CS0049'POST.  A STANDARD DISK, STAMPED B 929 1946 AND SET IN THE TOP OF A
 CS0049'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0063 ***********************************************************************
 CS0063  DESIGNATION -  B 930
 CS0063  PID         -  CS0063
 CS0063  STATE/COUNTY-  TX/KAUFMAN
 CS0063  USGS QUAD   -  TERRELL NORTH (1962)
 CS0063
 CS0063                         *CURRENT SURVEY CONTROL
 CS0063  ___________________________________________________________________
 CS0063* NAD 83(1986)-  32 47 38.     (N)    096 19 47.     (W)     SCALED    
 CS0063* NAVD 88     -       150.595  (meters)     494.08   (feet)  ADJUSTED  
 CS0063  ___________________________________________________________________
 CS0063  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CS0063  DYNAMIC HT  -         150.429 (meters)     493.53  (feet)  COMP
 CS0063  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 CS0063
 CS0063  VERT ORDER  -  SECOND    CLASS 0
 CS0063
 CS0063.The horizontal coordinates were scaled from a topographic map and have
 CS0063.an estimated accuracy of +/- 6 seconds.
 CS0063
 CS0063.The orthometric height was determined by differential leveling
 CS0063.and adjusted by the National Geodetic Survey in June 1991..
 CS0063
 CS0063.The geoid height was determined by GEOID03.
 CS0063
 CS0063.The dynamic height is computed by dividing the NAVD 88
 CS0063.geopotential number by the normal gravity value computed on the
 CS0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0063.degrees latitude (g = 980.6199 gals.).
 CS0063
 CS0063.The modeled gravity was interpolated from observed gravity values.
 CS0063
 CS0063;                    North         East    Units  Estimated Accuracy
 CS0063;SPC TXNC     - 2,127,100.      803,250.      MT  (+/- 180 meters Scaled)
 CS0063
 CS0063                          SUPERSEDED SURVEY CONTROL
 CS0063
 CS0063  NGVD 29 (??/??/92)  150.609  (m)          494.12   (f) ADJ UNCH    2 0
 CS0063
 CS0063.Superseded values are not recommended for survey control.
 CS0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0063.See file dsdata.txt to determine how the superseded data were derived.
 CS0063
 CS0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB500315(NAD 83)
 CS0063_MARKER: DB = BENCH MARK DISK
 CS0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0063_SP_SET: ABUTMENT
 CS0063_STAMPING: B 930 1946
 CS0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0063
 CS0063  HISTORY     - Date     Condition        Report By
 CS0063  HISTORY     - 1946     MONUMENTED       CGS
 CS0063  HISTORY     - 1961     GOOD             DOD
 CS0063
 CS0063                          STATION DESCRIPTION
 CS0063
 CS0063'DESCRIBED BY US DEPARTMENT OF DEFENSE 1961
 CS0063'5.0 MI NW FROM TERRELL.
 CS0063'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 205 FROM THE POST OFFICE AT
 CS0063'TERRELL, AT THE NORTHEAST CORNER OF A CONCRETE BRIDGE, IN THE TOP OF
 CS0063'THE EAST END OF THE NORTH ABUTMENT, 14 FEET NORTH OF THE CENTERLINE OF
 CS0063'THE HIGHWAY, AND 1 FOOT EAST OF THE GUARDRAIL.  A STANDARD DISK
 CS0063'STAMPED B 930 1946.  NOTE-- TO REACH FROM THE INTERSECTION OF U.S.
 CS0063'HIGHWAY 80 AND STATE HIGHWAY 205 ON THE WEST EDGE OF TERRELL, KAUFMAN
 CS0063'CO., TEXAS, GO NORTH ON STATE HIGHWAY 205 FOR 4.20 MILES TO BRIDGE AND
 CS0063'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1585 ***********************************************************************
 CS1585  DESIGNATION -  B 931
 CS1585  PID         -  CS1585
 CS1585  STATE/COUNTY-  TX/TARRANT
 CS1585  USGS QUAD   -  HALTOM CITY (1981)
 CS1585
 CS1585                         *CURRENT SURVEY CONTROL
 CS1585  ___________________________________________________________________
 CS1585* NAD 83(1986)-  32 46 15.     (N)    097 21 37.     (W)     SCALED    
 CS1585* NAVD 88     -       174.696  (meters)     573.15   (feet)  ADJUSTED  
 CS1585  ___________________________________________________________________
 CS1585  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CS1585  DYNAMIC HT  -         174.491 (meters)     572.48  (feet)  COMP
 CS1585  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 CS1585
 CS1585  VERT ORDER  -  FIRST     CLASS II
 CS1585
 CS1585.The horizontal coordinates were scaled from a topographic map and have
 CS1585.an estimated accuracy of +/- 6 seconds.
 CS1585
 CS1585.The orthometric height was determined by differential leveling
 CS1585.and adjusted by the National Geodetic Survey in June 1991..
 CS1585
 CS1585.The geoid height was determined by GEOID03.
 CS1585
 CS1585.The dynamic height is computed by dividing the NAVD 88
 CS1585.geopotential number by the normal gravity value computed on the
 CS1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1585.degrees latitude (g = 980.6199 gals.).
 CS1585
 CS1585.The modeled gravity was interpolated from observed gravity values.
 CS1585
 CS1585;                    North         East    Units  Estimated Accuracy
 CS1585;SPC TXNC     - 2,123,020.      706,770.      MT  (+/- 180 meters Scaled)
 CS1585
 CS1585                          SUPERSEDED SURVEY CONTROL
 CS1585
 CS1585  NGVD 29 (??/??/92)  174.695  (m)          573.15   (f) ADJ UNCH    1 2
 CS1585
 CS1585.Superseded values are not recommended for survey control.
 CS1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1585.See file dsdata.txt to determine how the superseded data were derived.
 CS1585
 CS1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB535270(NAD 83)
 CS1585_MARKER: DB = BENCH MARK DISK
 CS1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1585_STAMPING: B 931 1946
 CS1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1585+STABILITY: SURFACE MOTION
 CS1585
 CS1585  HISTORY     - Date     Condition        Report By
 CS1585  HISTORY     - 1946     MONUMENTED       CGS
 CS1585  HISTORY     - 1956     GOOD             NGS
 CS1585  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1585  HISTORY     - 19951118 GOOD             USPSQD
 CS1585  HISTORY     - 19960427 GOOD             USPSQD
 CS1585
 CS1585                          STATION DESCRIPTION
 CS1585
 CS1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1585'IN FORT WORTH.
 CS1585'1.8 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, ALONG THE
 CS1585'JACKSBORO HIGHWAY, 1330 FEET NORTHWEST OF THE CENTER LINE OF NORTHWEST
 CS1585'12TH STREET, 350 FEET NORTHWEST OF THE WORTH BOGGEMAN MARINE SUPPLY
 CS1585'STORE, IN THE CENTER OF THE PARKWAY OF THE JACKSBORO HIGHWAY, 2 FEET
 CS1585'NORTHWEST OF THE BEGINNING OF THE PARKWAY.  A BRONZE DISK SET IN THE
 CS1585'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1585
 CS1585                          STATION RECOVERY (1956)
 CS1585
 CS1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CS1585'RECOVERED IN GOOD CONDITION.
 CS1585
 CS1585                          STATION RECOVERY (1989)
 CS1585
 CS1585'RECOVERY NOTE BY US POWER SQUADRON 1989 (GF)
 CS1585'MARK NOT FOUND.
 CS1585
 CS1585                          STATION RECOVERY (1995)
 CS1585
 CS1585'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1585'RECOVERED IN GOOD CONDITION.
 CS1585
 CS1585                          STATION RECOVERY (1996)
 CS1585
 CS1585'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1586 ***********************************************************************
 CS1586  DESIGNATION -  B 931 RESET 1956
 CS1586  PID         -  CS1586
 CS1586  STATE/COUNTY-  TX/TARRANT
 CS1586  USGS QUAD   -  HALTOM CITY (1981)
 CS1586
 CS1586                         *CURRENT SURVEY CONTROL
 CS1586  ___________________________________________________________________
 CS1586* NAD 83(1986)-  32 46 15.     (N)    097 21 37.     (W)     SCALED    
 CS1586* NAVD 88     -       176.11   (+/-2cm)     577.8    (feet)  VERTCON   
 CS1586  ___________________________________________________________________
 CS1586  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CS1586
 CS1586  VERT ORDER  -  THIRD (See Below)
 CS1586
 CS1586.The horizontal coordinates were scaled from a topographic map and have
 CS1586.an estimated accuracy of +/- 6 seconds.
 CS1586
 CS1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1586.The vertical order pertains to the NGVD 29 superseded value.
 CS1586
 CS1586.The geoid height was determined by GEOID03.
 CS1586
 CS1586;                    North         East    Units  Estimated Accuracy
 CS1586;SPC TXNC     - 2,123,020.      706,770.      MT  (+/- 180 meters Scaled)
 CS1586
 CS1586                          SUPERSEDED SURVEY CONTROL
 CS1586
 CS1586  NGVD 29 (01/29/03)  176.11   (m)          577.8    (f) RESET       3  
 CS1586
 CS1586.Superseded values are not recommended for survey control.
 CS1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1586.See file dsdata.txt to determine how the superseded data were derived.
 CS1586
 CS1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB535270(NAD 83)
 CS1586_MARKER: DB = BENCH MARK DISK
 CS1586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1586_SP_SET: RETAINING WALL
 CS1586_STAMPING: B 931 RESET 1956
 CS1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1586
 CS1586  HISTORY     - Date     Condition        Report By
 CS1586  HISTORY     - 1956     MONUMENTED       CGS
 CS1586  HISTORY     - 1984     GOOD             NGS
 CS1586  HISTORY     - 1989     GOOD             USPSQD
 CS1586  HISTORY     - 19970301 GOOD             USPSQD
 CS1586
 CS1586                          STATION DESCRIPTION
 CS1586
 CS1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CS1586'1.8 MI NW FROM FORT WORTH.
 CS1586'1.8 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, ALONG THE
 CS1586'JACKSBORO HIGHWAY, ABOUT 1350 FEET NORTHWEST OF THE CENTERLINE OF
 CS1586'NORTHWEST 12TH STREET, 400 FEET NORTHWEST OF THE WORTH BOGGEMAN MARINE
 CS1586'SUPPLY STORE, AND 45 FEET NORTHEAST OF CENTERLINE OF JACKSBORO
 CS1586'HIGHWAY.  A STANDARD DISK STAMPED B 931 RESET 1956 AND SET IN THE TOP
 CS1586'OF A 6 FOOT CONCRETE RETAINING WALL.
 CS1586
 CS1586                          STATION RECOVERY (1984)
 CS1586
 CS1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1586'RECOVERED IN GOOD CONDITION.
 CS1586
 CS1586                          STATION RECOVERY (1989)
 CS1586
 CS1586'RECOVERY NOTE BY US POWER SQUADRON 1989 (GF)
 CS1586'RECOVERED IN GOOD CONDITION.
 CS1586
 CS1586                          STATION RECOVERY (1997)
 CS1586
 CS1586'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1702 ***********************************************************************
 CS1702  DESIGNATION -  B 932
 CS1702  PID         -  CS1702
 CS1702  STATE/COUNTY-  TX/TARRANT
 CS1702  USGS QUAD   -  HALTOM CITY (1981)
 CS1702
 CS1702                         *CURRENT SURVEY CONTROL
 CS1702  ___________________________________________________________________
 CS1702* NAD 83(1986)-  32 46 37.     (N)    097 18 04.     (W)     SCALED    
 CS1702* NAVD 88     -       172.236  (meters)     565.08   (feet)  ADJUSTED  
 CS1702  ___________________________________________________________________
 CS1702  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1702  DYNAMIC HT  -         172.034 (meters)     564.41  (feet)  COMP
 CS1702  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 CS1702
 CS1702  VERT ORDER  -  FIRST     CLASS II
 CS1702
 CS1702.The horizontal coordinates were scaled from a topographic map and have
 CS1702.an estimated accuracy of +/- 6 seconds.
 CS1702
 CS1702.The orthometric height was determined by differential leveling
 CS1702.and adjusted by the National Geodetic Survey in June 1991..
 CS1702
 CS1702.The geoid height was determined by GEOID03.
 CS1702
 CS1702.The dynamic height is computed by dividing the NAVD 88
 CS1702.geopotential number by the normal gravity value computed on the
 CS1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1702.degrees latitude (g = 980.6199 gals.).
 CS1702
 CS1702.The modeled gravity was interpolated from observed gravity values.
 CS1702
 CS1702;                    North         East    Units  Estimated Accuracy
 CS1702;SPC TXNC     - 2,123,760.      712,310.      MT  (+/- 180 meters Scaled)
 CS1702
 CS1702                          SUPERSEDED SURVEY CONTROL
 CS1702
 CS1702  NGVD 29 (??/??/92)  172.234  (m)          565.07   (f) ADJ UNCH    1 2
 CS1702
 CS1702.Superseded values are not recommended for survey control.
 CS1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1702.See file dsdata.txt to determine how the superseded data were derived.
 CS1702
 CS1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB591278(NAD 83)
 CS1702_MARKER: DB = BENCH MARK DISK
 CS1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1702_STAMPING: B 932 1946 565.071
 CS1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1702+STABILITY: SURFACE MOTION
 CS1702
 CS1702  HISTORY     - Date     Condition        Report By
 CS1702  HISTORY     - 1946     MONUMENTED       CGS
 CS1702  HISTORY     - 1956     GOOD             NGS
 CS1702  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1702  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1702
 CS1702                          STATION DESCRIPTION
 CS1702
 CS1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1702'IN FORT WORTH.
 CS1702'ABOUT 2.2 MILES NORTHEAST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT
 CS1702'THE NORTHEAST CORNER OF THE INTERSECTION OF NORTH RIVERSIDE DRIVE AND
 CS1702'BIRD STREET, 3 FEET EAST OF THE EAST CURB OF RIVERSIDE, 3 FEET NORTH
 CS1702'OF THE NORTH EDGE OF THE WALK ON THE NORTH SIDE OF BIRD, 3 FEET WEST
 CS1702'OF THE WEST EDGE OF THE WALK ON THE EAST SIDE OF RIVERSIDE AND IN THE
 CS1702'SOUTH WEST CORNER OF THE YARD AT 7000 NORTH RIVERSIDE.  A STANDARD
 CS1702'DISK STAMPED B 932 1946 565.071 IN A CONCRETE POST ABOUT 3 INCHES
 CS1702'BELOW THE SURFACE OF THE LAWN.
 CS1702
 CS1702                          STATION RECOVERY (1989)
 CS1702
 CS1702'RECOVERY NOTE BY US POWER SQUADRON 1989 (LS)
 CS1702'MARK NOT FOUND.
 CS1702
 CS1702                          STATION RECOVERY (1995)
 CS1702
 CS1702'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1703 ***********************************************************************
 CS1703  DESIGNATION -  B 932 RESET 1964
 CS1703  PID         -  CS1703
 CS1703  STATE/COUNTY-  TX/TARRANT
 CS1703  USGS QUAD   -  HALTOM CITY (1981)
 CS1703
 CS1703                         *CURRENT SURVEY CONTROL
 CS1703  ___________________________________________________________________
 CS1703* NAD 83(1986)-  32 46 37.     (N)    097 18 03.     (W)     SCALED    
 CS1703* NAVD 88     -       172.20   (+/-2cm)     565.0    (feet)  VERTCON   
 CS1703  ___________________________________________________________________
 CS1703  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1703
 CS1703  VERT ORDER  -  THIRD (See Below)
 CS1703
 CS1703.The horizontal coordinates were scaled from a topographic map and have
 CS1703.an estimated accuracy of +/- 6 seconds.
 CS1703
 CS1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1703.The vertical order pertains to the NGVD 29 superseded value.
 CS1703
 CS1703.The geoid height was determined by GEOID03.
 CS1703
 CS1703;                    North         East    Units  Estimated Accuracy
 CS1703;SPC TXNC     - 2,123,760.      712,330.      MT  (+/- 180 meters Scaled)
 CS1703
 CS1703                          SUPERSEDED SURVEY CONTROL
 CS1703
 CS1703  NGVD 29 (01/29/03)  172.19   (m)          564.9    (f) RESET       3  
 CS1703
 CS1703.Superseded values are not recommended for survey control.
 CS1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1703.See file dsdata.txt to determine how the superseded data were derived.
 CS1703
 CS1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB591278(NAD 83)
 CS1703_MARKER: DB = BENCH MARK DISK
 CS1703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1703_SP_SET: WATER INLET
 CS1703_STAMPING: B 932 RESET 1964
 CS1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1703
 CS1703  HISTORY     - Date     Condition        Report By
 CS1703  HISTORY     - 1964     MONUMENTED       CGS
 CS1703  HISTORY     - 1989     GOOD             USPSQD
 CS1703  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1703
 CS1703                          STATION DESCRIPTION
 CS1703
 CS1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CS1703'IN FORT WORTH.
 CS1703'ABOUT 2.2 MILES NORTHEAST OF THE COUNTY COURTHOUSE IN FORT WORTH, AT
 CS1703'THE SOUTHWEST CORNER OF THE INTERSECTION OF NORTH RIVERSIDE DRIVE AND
 CS1703'BIRD STREET, 13 FEET WEST OF THE WEST EDGE OF THE SIDE WALK ON THE
 CS1703'WEST SIDE OF NORTH RIVERSIDE DRIVE, 15 FEET SOUTH OF THE CENTER OF
 CS1703'BIRD STREET, 8 FEET WEST-NORTHWEST OF A FIRE HYDRANT AND 6 INCHES
 CS1703'SOUTH OF THE SOUTH CURB OF BIRD STREET, IN THE WEST END OF A WATER
 CS1703'INLET.  A STANDARD DISK STAMPED B 932 RESET 1964, IS CEMENTED IN A
 CS1703'DRILL HOLE FLUSH WITH THE SURFACE OF THE CONCRETE.
 CS1703
 CS1703                          STATION RECOVERY (1989)
 CS1703
 CS1703'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLS)
 CS1703'RECOVERED IN GOOD CONDITION.
 CS1703
 CS1703                          STATION RECOVERY (1996)
 CS1703
 CS1703'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1554 ***********************************************************************
 CS1554  DESIGNATION -  B 933
 CS1554  PID         -  CS1554
 CS1554  STATE/COUNTY-  TX/TARRANT
 CS1554  USGS QUAD   -  FORT WORTH (1981)
 CS1554
 CS1554                         *CURRENT SURVEY CONTROL
 CS1554  ___________________________________________________________________
 CS1554* NAD 83(1986)-  32 42 22.     (N)    097 21 40.     (W)     SCALED    
 CS1554* NAVD 88     -       204.197  (meters)     669.94   (feet)  POSTED    
 CS1554  ___________________________________________________________________
 CS1554  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS1554  DYNAMIC HT  -         203.960 (meters)     669.16  (feet)  COMP
 CS1554  MODELED GRAV-     979,457.5   (mgal)                       NAVD 88
 CS1554
 CS1554  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CS1554
 CS1554.The horizontal coordinates were scaled from a topographic map and have
 CS1554.an estimated accuracy of +/- 6 seconds.
 CS1554
 CS1554.The orthometric height was determined by differential leveling
 CS1554.and adjusted by the National Geodetic Survey in 1992..
 CS1554.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CS1554.rate of 0.0 thru 1.0 mm/km.
 CS1554
 CS1554.The geoid height was determined by GEOID03.
 CS1554
 CS1554.The dynamic height is computed by dividing the NAVD 88
 CS1554.geopotential number by the normal gravity value computed on the
 CS1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1554.degrees latitude (g = 980.6199 gals.).
 CS1554
 CS1554.The modeled gravity was interpolated from observed gravity values.
 CS1554
 CS1554;                    North         East    Units  Estimated Accuracy
 CS1554;SPC TXNC     - 2,115,840.      706,770.      MT  (+/- 180 meters Scaled)
 CS1554
 CS1554                          SUPERSEDED SURVEY CONTROL
 CS1554
 CS1554  NGVD 29 (??/??/??)  203.28   (m)          666.9    (f) RESET       3  
 CS1554
 CS1554.Superseded values are not recommended for survey control.
 CS1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1554.See file dsdata.txt to determine how the superseded data were derived.
 CS1554
 CS1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB536198(NAD 83)
 CS1554_MARKER: DB = BENCH MARK DISK
 CS1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1554_STAMPING: B 933 1946
 CS1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1554+STABILITY: SURFACE MOTION
 CS1554
 CS1554  HISTORY     - Date     Condition        Report By
 CS1554  HISTORY     - 1946     MONUMENTED       CGS
 CS1554  HISTORY     - 1947     GOOD             NGS
 CS1554  HISTORY     - 1948     MARK NOT FOUND   LOCENG
 CS1554
 CS1554                          STATION DESCRIPTION
 CS1554
 CS1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1554'IN FORT WORTH.
 CS1554'3.9 MILES SOUTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT THE
 CS1554'NORTHEAST CORNER OF THE INTERSECTION OF BERRY STREET AND UNIVERSITY
 CS1554'DRIVE, 36 FEET EAST OF THE CENTER LINE OF UNIVERSITY DRIVE, 30 FEET
 CS1554'NORTH OF THE CENTER LINE OF BERRY STREET, 34 FEET SOUTHWEST OF THE
 CS1554'SOUTHWEST CORNER OF THE FIRE STATION.  A BRONZE DISK SET IN THE TOP OF
 CS1554'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1554
 CS1554                          STATION RECOVERY (1948)
 CS1554
 CS1554'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 CS1554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0097 ***********************************************************************
 BZ0097  DESIGNATION -  B 934
 BZ0097  PID         -  BZ0097
 BZ0097  STATE/COUNTY-  TX/FREESTONE
 BZ0097  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0097
 BZ0097                         *CURRENT SURVEY CONTROL
 BZ0097  ___________________________________________________________________
 BZ0097* NAD 83(1986)-  31 38 22.     (N)    096 17 01.     (W)     SCALED    
 BZ0097* NAVD 88     -       148.602  (meters)     487.54   (feet)  ADJUSTED  
 BZ0097  ___________________________________________________________________
 BZ0097  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ0097  DYNAMIC HT  -         148.423 (meters)     486.95  (feet)  COMP
 BZ0097  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 BZ0097
 BZ0097  VERT ORDER  -  SECOND    CLASS 0
 BZ0097
 BZ0097.The horizontal coordinates were scaled from a topographic map and have
 BZ0097.an estimated accuracy of +/- 6 seconds.
 BZ0097
 BZ0097.The orthometric height was determined by differential leveling
 BZ0097.and adjusted by the National Geodetic Survey in June 1991..
 BZ0097
 BZ0097.The geoid height was determined by GEOID03.
 BZ0097
 BZ0097.The dynamic height is computed by dividing the NAVD 88
 BZ0097.geopotential number by the normal gravity value computed on the
 BZ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0097.degrees latitude (g = 980.6199 gals.).
 BZ0097
 BZ0097.The modeled gravity was interpolated from observed gravity values.
 BZ0097
 BZ0097;                    North         East    Units  Estimated Accuracy
 BZ0097;SPC TX C     - 3,225,690.    1,084,050.      MT  (+/- 180 meters Scaled)
 BZ0097
 BZ0097                          SUPERSEDED SURVEY CONTROL
 BZ0097
 BZ0097  NGVD 29 (??/??/92)  148.589  (m)          487.50   (f) ADJ UNCH    2 0
 BZ0097
 BZ0097.Superseded values are not recommended for survey control.
 BZ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0097.See file dsdata.txt to determine how the superseded data were derived.
 BZ0097
 BZ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA576036(NAD 83)
 BZ0097_MARKER: DB = BENCH MARK DISK
 BZ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0097_STAMPING: B 934 1948
 BZ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0097+STABILITY: SURFACE MOTION
 BZ0097
 BZ0097  HISTORY     - Date     Condition        Report By
 BZ0097  HISTORY     - 1948     MONUMENTED       CGS
 BZ0097  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0097  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0097
 BZ0097                          STATION DESCRIPTION
 BZ0097
 BZ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0097'0.8 MI N FROM TEAGUE.
 BZ0097'0.8 MILE NORTH ALONG U.S. HIGHWAY NO.84 FROM THE POST OFFICE AT
 BZ0097'TEAGUE, NEAR THE CENTER OF A LONG CURVE IN THE HIGHWAY, 44.4 FEET
 BZ0097'NORTHEAST AND ABOUT 2.0 FEET BELOW THE CENTER OF THE HIGHWAY, 9.3 FEET
 BZ0097'NORTHWEST OF THE CENTER OF A STEEL GATE, 3.3 FEET SOUTHWEST OF A GATE
 BZ0097'POST, 2.3 FEET SOUTH OF A WOVEN WIRE FENCE, 1.8 FEET SOUTHEAST OF A
 BZ0097'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BZ0097'FOOT ABOVE GROUND.
 BZ0097
 BZ0097                          STATION RECOVERY (1963)
 BZ0097
 BZ0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0097'MARK NOT FOUND.
 BZ0097
 BZ0097                          STATION RECOVERY (2002)
 BZ0097
 BZ0097'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0097'NEW HIGHWAY INTERCHANGE OVER AREA DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0125 ***********************************************************************
 BZ0125  DESIGNATION -  B 935
 BZ0125  PID         -  BZ0125
 BZ0125  STATE/COUNTY-  TX/LIMESTONE
 BZ0125  USGS QUAD   -  MEXIA (1982)
 BZ0125
 BZ0125                         *CURRENT SURVEY CONTROL
 BZ0125  ___________________________________________________________________
 BZ0125* NAD 83(1986)-  31 39 03.     (N)    096 27 05.     (W)     SCALED    
 BZ0125* NAVD 88     -       156.16   (+/-2cm)     512.3    (feet)  VERTCON   
 BZ0125  ___________________________________________________________________
 BZ0125  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0125
 BZ0125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0125
 BZ0125.The horizontal coordinates were scaled from a topographic map and have
 BZ0125.an estimated accuracy of +/- 6 seconds.
 BZ0125
 BZ0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0125.The vertical order pertains to the NGVD 29 superseded value.
 BZ0125
 BZ0125.The geoid height was determined by GEOID03.
 BZ0125
 BZ0125;                    North         East    Units  Estimated Accuracy
 BZ0125;SPC TX C     - 3,226,380.    1,068,110.      MT  (+/- 180 meters Scaled)
 BZ0125
 BZ0125                          SUPERSEDED SURVEY CONTROL
 BZ0125
 BZ0125  NGVD 29 (??/??/92)  156.140  (m)          512.27   (f) ADJ UNCH    2 0
 BZ0125
 BZ0125.Superseded values are not recommended for survey control.
 BZ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0125.See file dsdata.txt to determine how the superseded data were derived.
 BZ0125
 BZ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA416045(NAD 83)
 BZ0125_MARKER: DB = BENCH MARK DISK
 BZ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0125_STAMPING: B 935 1948
 BZ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0125+STABILITY: SURFACE MOTION
 BZ0125
 BZ0125  HISTORY     - Date     Condition        Report By
 BZ0125  HISTORY     - 1948     MONUMENTED       CGS
 BZ0125  HISTORY     - 1963     GOOD             USGS
 BZ0125
 BZ0125                          STATION DESCRIPTION
 BZ0125
 BZ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0125'3.1 MI SE FROM MEXIA.
 BZ0125'0.5 MILE EAST ALONG COMMERCE STREET FROM THE TEXAS AND NEW ORLEANS
 BZ0125'RAILROAD STATION AT MEXIA, THENCE 2.6 MILES SOUTHEAST ALONG ROSS
 BZ0125'STREET AND THE MEXIA-TEAGUE ROAD, 0.15 MILE SOUTHEAST OF A RAILROAD
 BZ0125'CROSSING, 21.9 FEET EAST OF THE CENTER OF THE ROAD, 14.8 FEET SOUTH OF
 BZ0125'THE CENTER OF A STEEL GATE AND THE DRIVE LEADING TO A GROUP OF OIL
 BZ0125'STORAGE TANKS, 1.4 FEET NORTH OF A WITNESS POST, 1.3 FEET WEST OF A
 BZ0125'BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0125'0.4 FOOT ABOVE GROUND.
 BZ0125
 BZ0125                          STATION RECOVERY (1963)
 BZ0125
 BZ0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0033 ***********************************************************************
 BZ0033  DESIGNATION -  B 936
 BZ0033  PID         -  BZ0033
 BZ0033  STATE/COUNTY-  TX/LIMESTONE
 BZ0033  USGS QUAD   -  MEXIA (1982)
 BZ0033
 BZ0033                         *CURRENT SURVEY CONTROL
 BZ0033  ___________________________________________________________________
 BZ0033* NAD 83(1986)-  31 44 15.     (N)    096 28 24.     (W)     SCALED    
 BZ0033* NAVD 88     -       138.386  (meters)     454.02   (feet)  ADJUSTED  
 BZ0033  ___________________________________________________________________
 BZ0033  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ0033  DYNAMIC HT  -         138.222 (meters)     453.48  (feet)  COMP
 BZ0033  MODELED GRAV-     979,448.4   (mgal)                       NAVD 88
 BZ0033
 BZ0033  VERT ORDER  -  SECOND    CLASS 0
 BZ0033
 BZ0033.The horizontal coordinates were scaled from a topographic map and have
 BZ0033.an estimated accuracy of +/- 6 seconds.
 BZ0033
 BZ0033.The orthometric height was determined by differential leveling
 BZ0033.and adjusted by the National Geodetic Survey in June 1991..
 BZ0033
 BZ0033.The geoid height was determined by GEOID03.
 BZ0033
 BZ0033.The dynamic height is computed by dividing the NAVD 88
 BZ0033.geopotential number by the normal gravity value computed on the
 BZ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0033.degrees latitude (g = 980.6199 gals.).
 BZ0033
 BZ0033.The modeled gravity was interpolated from observed gravity values.
 BZ0033
 BZ0033;                    North         East    Units  Estimated Accuracy
 BZ0033;SPC TX C     - 3,235,920.    1,065,690.      MT  (+/- 180 meters Scaled)
 BZ0033
 BZ0033                          SUPERSEDED SURVEY CONTROL
 BZ0033
 BZ0033  NGVD 29 (??/??/92)  138.368  (m)          453.96   (f) ADJ UNCH    2 0
 BZ0033
 BZ0033.Superseded values are not recommended for survey control.
 BZ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0033.See file dsdata.txt to determine how the superseded data were derived.
 BZ0033
 BZ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA393141(NAD 83)
 BZ0033_MARKER: DB = BENCH MARK DISK
 BZ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0033_STAMPING: B 936 1948
 BZ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0033+STABILITY: SURFACE MOTION
 BZ0033
 BZ0033  HISTORY     - Date     Condition        Report By
 BZ0033  HISTORY     - 1948     MONUMENTED       CGS
 BZ0033
 BZ0033                          STATION DESCRIPTION
 BZ0033
 BZ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0033'3.7 MI N FROM MEXIA.
 BZ0033'3.7 MILES NORTH ALONG STATE HIGHWAY NO. 14 FROM THE JUNCTION WITH
 BZ0033'STATE HIGHWAY NO. 171 AT MEXIA, 65.6 FEET SOUTH OF A DIRT T-ROAD, 40.6
 BZ0033'FEET WEST OF THE WEST RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 37.0
 BZ0033'FEET EAST OF THE CENTER OF THE HIGHWAY, 2.7 FEET NORTH OF MILEPOST 185
 BZ0033'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BZ0033'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0062 ***********************************************************************
 BZ0062  DESIGNATION -  B 937
 BZ0062  PID         -  BZ0062
 BZ0062  STATE/COUNTY-  TX/FREESTONE
 BZ0062  USGS QUAD   -  WORTHAM (1982)
 BZ0062
 BZ0062                         *CURRENT SURVEY CONTROL
 BZ0062  ___________________________________________________________________
 BZ0062* NAD 83(1986)-  31 47 05.     (N)    096 25 54.     (W)     SCALED    
 BZ0062* NAVD 88     -       139.335  (meters)     457.13   (feet)  ADJUSTED  
 BZ0062  ___________________________________________________________________
 BZ0062  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 BZ0062  DYNAMIC HT  -         139.171 (meters)     456.60  (feet)  COMP
 BZ0062  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 BZ0062
 BZ0062  VERT ORDER  -  SECOND    CLASS 0
 BZ0062
 BZ0062.The horizontal coordinates were scaled from a topographic map and have
 BZ0062.an estimated accuracy of +/- 6 seconds.
 BZ0062
 BZ0062.The orthometric height was determined by differential leveling
 BZ0062.and adjusted by the National Geodetic Survey in June 1991..
 BZ0062
 BZ0062.The geoid height was determined by GEOID03.
 BZ0062
 BZ0062.The dynamic height is computed by dividing the NAVD 88
 BZ0062.geopotential number by the normal gravity value computed on the
 BZ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0062.degrees latitude (g = 980.6199 gals.).
 BZ0062
 BZ0062.The modeled gravity was interpolated from observed gravity values.
 BZ0062
 BZ0062;                    North         East    Units  Estimated Accuracy
 BZ0062;SPC TX C     - 3,241,290.    1,069,460.      MT  (+/- 180 meters Scaled)
 BZ0062
 BZ0062                          SUPERSEDED SURVEY CONTROL
 BZ0062
 BZ0062  NGVD 29 (??/??/92)  139.319  (m)          457.08   (f) ADJ UNCH    2 0
 BZ0062
 BZ0062.Superseded values are not recommended for survey control.
 BZ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0062.See file dsdata.txt to determine how the superseded data were derived.
 BZ0062
 BZ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA431194(NAD 83)
 BZ0062_MARKER: DB = BENCH MARK DISK
 BZ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0062_STAMPING: B 937 1948
 BZ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0062+STABILITY: SURFACE MOTION
 BZ0062
 BZ0062  HISTORY     - Date     Condition        Report By
 BZ0062  HISTORY     - 1948     MONUMENTED       CGS
 BZ0062  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0062
 BZ0062                          STATION DESCRIPTION
 BZ0062
 BZ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0062'1.8 MI E FROM WORTHAM.
 BZ0062'1.8 MILES EAST ALONG FARM HIGHWAY NO.27 FROM THE JUNCTION WITH STATE
 BZ0062'HIGHWAY NO.14 AT WORTHAM, 60.5 FEET WEST OF THE CENTER OF FARM ROAD
 BZ0062'NO.246, 50.3 FEET NORTH AND ABOUT 3.0 FEET ABOVE THE CENTER OF THE
 BZ0062'HIGHWAY, 16.6 FEET WEST OF A FENCE CORNER POST, 1.8 FEET WEST OF A
 BZ0062'WITNESS POST, 1.0 FOOT SOUTH OF A BARB WIRE FENCE AND SET IN THE TOP
 BZ0062'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
 BZ0062
 BZ0062                          STATION RECOVERY (2002)
 BZ0062
 BZ0062'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BZ0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0067 ***********************************************************************
 BZ0067  DESIGNATION -  B 938
 BZ0067  PID         -  BZ0067
 BZ0067  STATE/COUNTY-  TX/NAVARRO
 BZ0067  USGS QUAD   -  STREETMAN (1982)
 BZ0067
 BZ0067                         *CURRENT SURVEY CONTROL
 BZ0067  ___________________________________________________________________
 BZ0067* NAD 83(1986)-  31 52 54.     (N)    096 20 30.     (W)     SCALED    
 BZ0067* NAVD 88     -       117.654  (meters)     386.00   (feet)  ADJUSTED  
 BZ0067  ___________________________________________________________________
 BZ0067  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0067  DYNAMIC HT  -         117.516 (meters)     385.55  (feet)  COMP
 BZ0067  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 BZ0067
 BZ0067  VERT ORDER  -  SECOND    CLASS 0
 BZ0067
 BZ0067.The horizontal coordinates were scaled from a topographic map and have
 BZ0067.an estimated accuracy of +/- 6 seconds.
 BZ0067
 BZ0067.The orthometric height was determined by differential leveling
 BZ0067.and adjusted by the National Geodetic Survey in June 1991..
 BZ0067
 BZ0067.The geoid height was determined by GEOID03.
 BZ0067
 BZ0067.The dynamic height is computed by dividing the NAVD 88
 BZ0067.geopotential number by the normal gravity value computed on the
 BZ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0067.degrees latitude (g = 980.6199 gals.).
 BZ0067
 BZ0067.The modeled gravity was interpolated from observed gravity values.
 BZ0067
 BZ0067;                    North         East    Units  Estimated Accuracy
 BZ0067;SPC TXNC     - 2,025,940.      804,210.      MT  (+/- 180 meters Scaled)
 BZ0067
 BZ0067                          SUPERSEDED SURVEY CONTROL
 BZ0067
 BZ0067  NGVD 29 (??/??/92)  117.639  (m)          385.95   (f) ADJ UNCH    2 0
 BZ0067
 BZ0067.Superseded values are not recommended for survey control.
 BZ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0067.See file dsdata.txt to determine how the superseded data were derived.
 BZ0067
 BZ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA514304(NAD 83)
 BZ0067_MARKER: DB = BENCH MARK DISK
 BZ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0067_STAMPING: B 938 1948
 BZ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0067+STABILITY: SURFACE MOTION
 BZ0067
 BZ0067  HISTORY     - Date     Condition        Report By
 BZ0067  HISTORY     - 1948     MONUMENTED       CGS
 BZ0067
 BZ0067                          STATION DESCRIPTION
 BZ0067
 BZ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0067'1.0 MI NW FROM STREETMAN.
 BZ0067'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE CITY WATER TOWER
 BZ0067'AT STREETMAN, 85.1 FEET NORTHWEST OF THE CENTER OF FARM ROAD NO.246,
 BZ0067'49.2 FEET SOUTHWEST AND ABOUT 2.0 FEET BELOW THE CENTER OF THE
 BZ0067'HIGHWAY, 1.5 FEET NORTHEAST OF A BARB WIRE FENCE, 1.5 FEET SOUTHEAST
 BZ0067'OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0067'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0794 ***********************************************************************
 CR0794  DESIGNATION -  B 939
 CR0794  PID         -  CR0794
 CR0794  STATE/COUNTY-  TX/WOOD
 CR0794  USGS QUAD   -  GOLDEN (1981)
 CR0794
 CR0794                         *CURRENT SURVEY CONTROL
 CR0794  ___________________________________________________________________
 CR0794* NAD 83(1986)-  32 39 55.     (N)    095 30 14.     (W)     SCALED    
 CR0794* NAVD 88     -       112.932  (meters)     370.51   (feet)  ADJUSTED  
 CR0794  ___________________________________________________________________
 CR0794  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CR0794  DYNAMIC HT  -         112.804 (meters)     370.09  (feet)  COMP
 CR0794  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 CR0794
 CR0794  VERT ORDER  -  FIRST     CLASS II
 CR0794
 CR0794.The horizontal coordinates were scaled from a topographic map and have
 CR0794.an estimated accuracy of +/- 6 seconds.
 CR0794
 CR0794.The orthometric height was determined by differential leveling
 CR0794.and adjusted by the National Geodetic Survey in June 1991..
 CR0794
 CR0794.The geoid height was determined by GEOID03.
 CR0794
 CR0794.The dynamic height is computed by dividing the NAVD 88
 CR0794.geopotential number by the normal gravity value computed on the
 CR0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0794.degrees latitude (g = 980.6199 gals.).
 CR0794
 CR0794.The modeled gravity was interpolated from observed gravity values.
 CR0794
 CR0794;                    North         East    Units  Estimated Accuracy
 CR0794;SPC TXNC     - 2,114,740.      880,980.      MT  (+/- 180 meters Scaled)
 CR0794
 CR0794                          SUPERSEDED SURVEY CONTROL
 CR0794
 CR0794  NGVD 29 (??/??/92)  112.960  (m)          370.60   (f) ADJ UNCH    1 2
 CR0794
 CR0794.Superseded values are not recommended for survey control.
 CR0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0794.See file dsdata.txt to determine how the superseded data were derived.
 CR0794
 CR0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS651169(NAD 83)
 CR0794_MARKER: DB = BENCH MARK DISK
 CR0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0794_SP_SET: CULVERT
 CR0794_STAMPING: B 939 1948
 CR0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0794
 CR0794  HISTORY     - Date     Condition        Report By
 CR0794  HISTORY     - 1948     MONUMENTED       CGS
 CR0794  HISTORY     - 1959     GOOD             NGS
 CR0794  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0794  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0794  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 CR0794
 CR0794                          STATION DESCRIPTION
 CR0794
 CR0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0794'0.9 MI W FROM MINEOLA.
 CR0794'ABOUT 0.9 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0794'STATION AT MINEOLA, AT A LARGE CONCRETE CULVERT UNDER AN ABANDONED
 CR0794'RAILROAD GRADE, 39 FEET NORTH OF THE NORTH RAIL OF THE TRACK, IN THE
 CR0794'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL, 18 FEET
 CR0794'SOUTHWEST OF THE CENTER LINE OF THE ABANDONED RAILROAD GRADE, AND
 CR0794'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE OLD RAILROAD GRADE.
 CR0794
 CR0794                          STATION RECOVERY (1995)
 CR0794
 CR0794'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0794'MARK NOT FOUND.
 CR0794
 CR0794                          STATION RECOVERY (2004)
 CR0794
 CR0794'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0794'MARK NOT FOUND.
 CR0794
 CR0794                          STATION RECOVERY (2005)
 CR0794
 CR0794'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0948 ***********************************************************************
 CS0948  DESIGNATION -  B 940
 CS0948  PID         -  CS0948
 CS0948  STATE/COUNTY-  TX/NAVARRO
 CS0948  USGS QUAD   -  CORBET (1978)
 CS0948
 CS0948                         *CURRENT SURVEY CONTROL
 CS0948  ___________________________________________________________________
 CS0948* NAD 83(1986)-  32 00 04.     (N)    096 31 02.     (W)     SCALED    
 CS0948* NAVD 88     -       117.040  (meters)     383.99   (feet)  ADJUSTED  
 CS0948  ___________________________________________________________________
 CS0948  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0948  DYNAMIC HT  -         116.903 (meters)     383.54  (feet)  COMP
 CS0948  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 CS0948
 CS0948  VERT ORDER  -  SECOND    CLASS 0
 CS0948
 CS0948.The horizontal coordinates were scaled from a topographic map and have
 CS0948.an estimated accuracy of +/- 6 seconds.
 CS0948
 CS0948.The orthometric height was determined by differential leveling
 CS0948.and adjusted by the National Geodetic Survey in June 1991..
 CS0948
 CS0948.The geoid height was determined by GEOID03.
 CS0948
 CS0948.The dynamic height is computed by dividing the NAVD 88
 CS0948.geopotential number by the normal gravity value computed on the
 CS0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0948.degrees latitude (g = 980.6199 gals.).
 CS0948
 CS0948.The modeled gravity was interpolated from observed gravity values.
 CS0948
 CS0948;                    North         East    Units  Estimated Accuracy
 CS0948;SPC TXNC     - 2,038,860.      787,350.      MT  (+/- 180 meters Scaled)
 CS0948
 CS0948                          SUPERSEDED SURVEY CONTROL
 CS0948
 CS0948  NGVD 29 (??/??/92)  117.030  (m)          383.96   (f) ADJ UNCH    2 0
 CS0948
 CS0948.Superseded values are not recommended for survey control.
 CS0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0948.See file dsdata.txt to determine how the superseded data were derived.
 CS0948
 CS0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA345432(NAD 83)
 CS0948_MARKER: DB = BENCH MARK DISK
 CS0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0948_STAMPING: B 940 1948
 CS0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0948+STABILITY: SURFACE MOTION
 CS0948
 CS0948  HISTORY     - Date     Condition        Report By
 CS0948  HISTORY     - 1948     MONUMENTED       CGS
 CS0948  HISTORY     - 1965     GOOD             USGS
 CS0948
 CS0948                          STATION DESCRIPTION
 CS0948
 CS0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0948'1.8 MI E FROM CORBET.
 CS0948'1.8 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STATION SIGN AT
 CS0948'CORBET, ABOUT 300.0 FEET SOUTHEAST OF A CURVE WITH TANGENTS LEADING
 CS0948'SOUTHWEST AND SOUTHEAST, AT THE SOUTH CORNER OF A FARM YARD, 70.5 FEET
 CS0948'SOUTH OF THE SOUTH CORNER OF A FARMHOUSE, 5.6 FEET SOUTHEAST OF A
 CS0948'3-WAY CORNER FENCE POST, 22.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 CS0948'ROAD, 1.5 FEET SOUTHWEST OF A FENCE, 2.0 FEET NORTHWEST OF A REFERENCE
 CS0948'POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 CS0948'THE GROUND.
 CS0948
 CS0948                          STATION RECOVERY (1965)
 CS0948
 CS0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1894 ***********************************************************************
 CS1894  DESIGNATION -  B 941
 CS1894  PID         -  CS1894
 CS1894  STATE/COUNTY-  TX/TARRANT
 CS1894  USGS QUAD   -  GRAPEVINE (1981)
 CS1894
 CS1894                         *CURRENT SURVEY CONTROL
 CS1894  ___________________________________________________________________
 CS1894* NAD 83(1993)-  32 56 27.51622(N)    097 03 58.14998(W)     ADJUSTED  
 CS1894* NAVD 88     -       188.548  (meters)     618.59   (feet)  ADJUSTED  
 CS1894  ___________________________________________________________________
 CS1894  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 CS1894  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CS1894  DYNAMIC HT  -         188.331 (meters)     617.88  (feet)  COMP
 CS1894  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 CS1894
 CS1894  HORZ ORDER  -  THIRD
 CS1894  VERT ORDER  -  SECOND    CLASS 0
 CS1894
 CS1894.The horizontal coordinates were established by classical geodetic methods
 CS1894.and adjusted by the National Geodetic Survey in February 1996..
 CS1894
 CS1894.The orthometric height was determined by differential leveling
 CS1894.and adjusted by the National Geodetic Survey in June 1991..
 CS1894
 CS1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1894
 CS1894.The geoid height was determined by GEOID03.
 CS1894
 CS1894.The dynamic height is computed by dividing the NAVD 88
 CS1894.geopotential number by the normal gravity value computed on the
 CS1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1894.degrees latitude (g = 980.6199 gals.).
 CS1894
 CS1894.The modeled gravity was interpolated from observed gravity values.
 CS1894
 CS1894;                    North         East     Units Scale Factor Converg.
 CS1894;SPC TXNC     - 2,142,222.739   734,065.788   MT  0.99987448   +0 46 55.2
 CS1894;SPC TXNC     - 7,028,275.77  2,408,347.51   sFT  0.99987448   +0 46 55.2
 CS1894;UTM  14      - 3,646,403.062   680,786.275   MT  1.00000301   +1 03 06.7
 CS1894
 CS1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1894!SPC TXNC     -   0.99997467  x   0.99987448  =   0.99984915
 CS1894!UTM  14      -   0.99997467  x   1.00000301  =   0.99997768
 CS1894
 CS1894:                Primary Azimuth Mark                     Grid Az
 CS1894:SPC TXNC     -  TARRANT                                  058 17 15.8
 CS1894:UTM  14      -  TARRANT                                  058 01 04.3
 CS1894
 CS1894|---------------------------------------------------------------------|
 CS1894| PID    Reference Object                     Distance      Geod. Az  |
 CS1894|                                                           dddmmss.s |
 CS1894| CS1910 TARRANT                             APPROX. 1.3 KM 0590411.0 |
 CS1894|---------------------------------------------------------------------|
 CS1894
 CS1894                          SUPERSEDED SURVEY CONTROL
 CS1894
 CS1894  NAD 83(1993)-  32 56 27.51807(N)    097 03 58.13547(W) AD(       ) 3
 CS1894  NAD 83(1986)-  32 56 27.52127(N)    097 03 58.13398(W) AD(       ) 3
 CS1894  NAD 27      -  32 56 27.07400(N)    097 03 57.10100(W) AD(       ) 3
 CS1894  NGVD 29 (??/??/92)  188.527  (m)          618.53   (f) ADJ UNCH    2 0
 CS1894
 CS1894.Superseded values are not recommended for survey control.
 CS1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1894.See file dsdata.txt to determine how the superseded data were derived.
 CS1894
 CS1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8078646403(NAD 83)
 CS1894_MARKER: DB = BENCH MARK DISK
 CS1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1894_STAMPING: B 941 1946
 CS1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1894+STABILITY: SURFACE MOTION
 CS1894
 CS1894  HISTORY     - Date     Condition        Report By
 CS1894  HISTORY     - 1947     MONUMENTED       CGS
 CS1894  HISTORY     - 1960     GOOD             CGS
 CS1894  HISTORY     - 1960     GOOD             NGS
 CS1894  HISTORY     - 1963     MARK NOT FOUND   CGS
 CS1894  HISTORY     - 1990     POOR             USPSQD
 CS1894
 CS1894                          STATION DESCRIPTION
 CS1894
 CS1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1894'THIS STATION IS LOCATED ABOUT 8 MILES SOUTH SOUTHWEST OF
 CS1894'LEWISVILLE AND 1-1/2 MILES NORTHEAST OF GRAPEVINE.  STATION IS
 CS1894'68 FT. NORTHEAST OF STATE ROUTE NO 114, 62 FT. SOUTH OF STATE
 CS1894'ROUTE NO 121 AND 2 FT. SOUTH EAST OF A WHITE WITNESS POST.  THE
 CS1894'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED B 941 1946.
 CS1894'
 CS1894'TO REACH STATION FROM THE NORTH END OF MAIN STREET IN
 CS1894'GRAPEVINE, GO EAST ON STATE ROUTE NO 121 FOR 1.0 MILE TO THE
 CS1894'INTERSECTION OF STATE ROUTE NO 114 AND STATION ON RIGHT OR
 CS1894'SOUTH OF ROAD AS DESCRIBED.
 CS1894
 CS1894                          STATION RECOVERY (1960)
 CS1894
 CS1894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 CS1894'THE STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE
 CS1894'IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
 CS1894
 CS1894                          STATION RECOVERY (1960)
 CS1894
 CS1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CS1894'0.2 MI N FROM GRAPEVINE.
 CS1894'0.2 MILE NORTH ALONG MAIN STREET FROM THE FIRST NATIONAL BANK AT
 CS1894'GRAPEVINE, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 114, AT THE
 CS1894'INTERSECTION OF STATE HIGHWAY 121, 69 FEET NORTHEAST OF THE CENTERLINE
 CS1894'OF STATE HIGHWAY 114, 63.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 CS1894'HIGHWAY 121, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 CS1894'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 941 1946 AND SET
 CS1894'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 CS1894
 CS1894                          STATION RECOVERY (1963)
 CS1894
 CS1894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS1894'THE STATION HAS BEEN DESTROYED.  THE BASE OF THE CONCRETE POST
 CS1894'WAS RECOVERED.  THE TOP OF THE CONCRETE POST HAD BEEN BROKEN
 CS1894'OFF FLUSH WITH THE SURFACE OF THE GROUND, PROBABLY HIT BY
 CS1894'ROAD MACHINERY WHEN A NEW ROAD JUNCTION WAS BUILT.  THE TOP
 CS1894'OF POST WITH DISK WAS SEARCHED FOR BUT NOT FOUND.
 CS1894
 CS1894                          STATION RECOVERY (1990)
 CS1894
 CS1894'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 CS1894'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1941 ***********************************************************************
 CS1941  DESIGNATION -  B 942
 CS1941  PID         -  CS1941
 CS1941  STATE/COUNTY-  TX/TARRANT
 CS1941  USGS QUAD   -  HALTOM CITY (1981)
 CS1941
 CS1941                         *CURRENT SURVEY CONTROL
 CS1941  ___________________________________________________________________
 CS1941* NAD 83(1986)-  32 49 25.     (N)    097 16 55.     (W)     SCALED    
 CS1941* NAVD 88     -       186.577  (meters)     612.13   (feet)  ADJUSTED  
 CS1941  ___________________________________________________________________
 CS1941  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CS1941  DYNAMIC HT  -         186.359 (meters)     611.41  (feet)  COMP
 CS1941  MODELED GRAV-     979,465.7   (mgal)                       NAVD 88
 CS1941
 CS1941  VERT ORDER  -  SECOND    CLASS 0
 CS1941
 CS1941.The horizontal coordinates were scaled from a topographic map and have
 CS1941.an estimated accuracy of +/- 6 seconds.
 CS1941
 CS1941.The orthometric height was determined by differential leveling
 CS1941.and adjusted by the National Geodetic Survey in June 1991..
 CS1941
 CS1941.The geoid height was determined by GEOID03.
 CS1941
 CS1941.The dynamic height is computed by dividing the NAVD 88
 CS1941.geopotential number by the normal gravity value computed on the
 CS1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1941.degrees latitude (g = 980.6199 gals.).
 CS1941
 CS1941.The modeled gravity was interpolated from observed gravity values.
 CS1941
 CS1941;                    North         East    Units  Estimated Accuracy
 CS1941;SPC TXNC     - 2,128,950.      714,040.      MT  (+/- 180 meters Scaled)
 CS1941
 CS1941                          SUPERSEDED SURVEY CONTROL
 CS1941
 CS1941  NGVD 29 (??/??/92)  186.563  (m)          612.08   (f) ADJ UNCH    2 0
 CS1941
 CS1941.Superseded values are not recommended for survey control.
 CS1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1941.See file dsdata.txt to determine how the superseded data were derived.
 CS1941
 CS1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB608330(NAD 83)
 CS1941_MARKER: DB = BENCH MARK DISK
 CS1941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1941_SP_SET: CULVERT
 CS1941_STAMPING: B 942 1946
 CS1941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1941
 CS1941  HISTORY     - Date     Condition        Report By
 CS1941  HISTORY     - 1946     MONUMENTED       CGS
 CS1941  HISTORY     - 1984     GOOD             NGS
 CS1941  HISTORY     - 19960921 GOOD             USPSQD
 CS1941  HISTORY     - 20020518 GOOD             INDIV
 CS1941
 CS1941                          STATION DESCRIPTION
 CS1941
 CS1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1941'7.8 MI NE FROM FORT WORTH.
 CS1941'7.8 MILES NORTHEAST OF FORT WORTH, TARRANT COUNTY.  THIS BENCH MARK
 CS1941'MAY BE REACHED FROM THE STATION BY GOING 3.7 MILES NORTH ALONG THE
 CS1941'GULF, COLORADO AND SANTA FE RAILWAY, THENCE 0.4 MILE EAST ALONG
 CS1941'TWENTY-NINTH STREET, AND THENCE 3.7 MILES NORTHEAST ALONG THE ST.
 CS1941'LOUIS SOUTHWESTERN RAILWAY.  IT IS AT THE INTERSECTION OF THE
 CS1941'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, 50 FEET SOUTHWEST OF THE
 CS1941'INTERSECTION, AT A CONCRETE CULVERT UNDER THE TRACK OF THE
 CS1941'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, AND IN THE TOP OF THE WEST
 CS1941'END OF THE SOUTH HEADWALL.  A STANDARD DISK, STAMPED B 942 1946.
 CS1941
 CS1941                          STATION RECOVERY (1984)
 CS1941
 CS1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1941'RECOVERED IN GOOD CONDITION.
 CS1941
 CS1941                          STATION RECOVERY (1996)
 CS1941
 CS1941'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1941'RECOVERED IN GOOD CONDITION.
 CS1941
 CS1941                          STATION RECOVERY (2002)
 CS1941
 CS1941'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1926 ***********************************************************************
 CS1926  DESIGNATION -  B 943
 CS1926  PID         -  CS1926
 CS1926  STATE/COUNTY-  TX/TARRANT
 CS1926  USGS QUAD   -  KELLER (1981)
 CS1926
 CS1926                         *CURRENT SURVEY CONTROL
 CS1926  ___________________________________________________________________
 CS1926* NAD 83(1986)-  32 54 49.     (N)    097 15 21.     (W)     SCALED    
 CS1926* NAVD 88     -       220.660  (meters)     723.95   (feet)  ADJUSTED  
 CS1926  ___________________________________________________________________
 CS1926  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS1926  DYNAMIC HT  -         220.402 (meters)     723.10  (feet)  COMP
 CS1926  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 CS1926
 CS1926  VERT ORDER  -  SECOND    CLASS 0
 CS1926
 CS1926.The horizontal coordinates were scaled from a topographic map and have
 CS1926.an estimated accuracy of +/- 6 seconds.
 CS1926
 CS1926.The orthometric height was determined by differential leveling
 CS1926.and adjusted by the National Geodetic Survey in June 1991..
 CS1926
 CS1926.The geoid height was determined by GEOID03.
 CS1926
 CS1926.The dynamic height is computed by dividing the NAVD 88
 CS1926.geopotential number by the normal gravity value computed on the
 CS1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1926.degrees latitude (g = 980.6199 gals.).
 CS1926
 CS1926.The modeled gravity was interpolated from observed gravity values.
 CS1926
 CS1926;                    North         East    Units  Estimated Accuracy
 CS1926;SPC TXNC     - 2,138,960.      716,370.      MT  (+/- 180 meters Scaled)
 CS1926
 CS1926                          SUPERSEDED SURVEY CONTROL
 CS1926
 CS1926  NGVD 29 (??/??/92)  220.644  (m)          723.90   (f) ADJ UNCH    2 0
 CS1926
 CS1926.Superseded values are not recommended for survey control.
 CS1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1926.See file dsdata.txt to determine how the superseded data were derived.
 CS1926
 CS1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB631430(NAD 83)
 CS1926_MARKER: DB = BENCH MARK DISK
 CS1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1926_STAMPING: B 943 1946
 CS1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1926+STABILITY: SURFACE MOTION
 CS1926
 CS1926  HISTORY     - Date     Condition        Report By
 CS1926  HISTORY     - 1946     MONUMENTED       CGS
 CS1926  HISTORY     - 1962     GOOD             NGS
 CS1926  HISTORY     - 1990     GOOD             USPSQD
 CS1926  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1926
 CS1926                          STATION DESCRIPTION
 CS1926
 CS1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1926'1.4 MI S FROM KELLER.
 CS1926'1.4 MILES SOUTH ALONG U.S. HIGHWAY 377 FROM THE FIRST BAPTIST CHURCH
 CS1926'AT KELLER, TARRANT COUNTY, 500 FEET NORTHWEST OF A WHITE HOUSE,
 CS1926'BETWEEN THE HIGHWAY AND THE TEXAS AND PACIFIC RAILWAY, 76.5 FEET EAST
 CS1926'OF THE CENTERLINE OF THE TRACK, 53 FEET WEST OF THE CENTERLINE OF THE
 CS1926'HIGHWAY, 43 FEET NORTHEAST OF AN REA POWER POLE.  1 FOOT NORTH OF A
 CS1926'WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE HIGHWAY.  A
 CS1926'STANDARD DISK STAMPED B 943 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS1926'PROJECTING 3 INCHES ABOVE GROUND.
 CS1926
 CS1926                          STATION RECOVERY (1990)
 CS1926
 CS1926'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCS)
 CS1926'RECOVERED IN GOOD CONDITION.
 CS1926
 CS1926                          STATION RECOVERY (1995)
 CS1926
 CS1926'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2022 ***********************************************************************
 CS2022  DESIGNATION -  B 945
 CS2022  PID         -  CS2022
 CS2022  STATE/COUNTY-  TX/TARRANT
 CS2022  USGS QUAD   -  HALTOM CITY (1981)
 CS2022
 CS2022                         *CURRENT SURVEY CONTROL
 CS2022  ___________________________________________________________________
 CS2022* NAD 83(1986)-  32 50 32.     (N)    097 19 38.     (W)     SCALED    
 CS2022* NAVD 88     -       198.438  (meters)     651.04   (feet)  ADJUSTED  
 CS2022  ___________________________________________________________________
 CS2022  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS2022  DYNAMIC HT  -         198.205 (meters)     650.28  (feet)  COMP
 CS2022  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 CS2022
 CS2022  VERT ORDER  -  SECOND    CLASS 0
 CS2022
 CS2022.The horizontal coordinates were scaled from a topographic map and have
 CS2022.an estimated accuracy of +/- 6 seconds.
 CS2022
 CS2022.The orthometric height was determined by differential leveling
 CS2022.and adjusted by the National Geodetic Survey in June 1991..
 CS2022
 CS2022.The geoid height was determined by GEOID03.
 CS2022
 CS2022.The dynamic height is computed by dividing the NAVD 88
 CS2022.geopotential number by the normal gravity value computed on the
 CS2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2022.degrees latitude (g = 980.6199 gals.).
 CS2022
 CS2022.The modeled gravity was interpolated from observed gravity values.
 CS2022
 CS2022;                    North         East    Units  Estimated Accuracy
 CS2022;SPC TXNC     - 2,130,970.      709,780.      MT  (+/- 180 meters Scaled)
 CS2022
 CS2022                          SUPERSEDED SURVEY CONTROL
 CS2022
 CS2022  NGVD 29 (??/??/92)  198.425  (m)          651.00   (f) ADJ UNCH    2 0
 CS2022
 CS2022.Superseded values are not recommended for survey control.
 CS2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2022.See file dsdata.txt to determine how the superseded data were derived.
 CS2022
 CS2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB565350(NAD 83)
 CS2022_MARKER: DB = BENCH MARK DISK
 CS2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2022_STAMPING: B 945 1946
 CS2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2022+STABILITY: SURFACE MOTION
 CS2022
 CS2022  HISTORY     - Date     Condition        Report By
 CS2022  HISTORY     - 1946     MONUMENTED       CGS
 CS2022  HISTORY     - 1957     GOOD             NGS
 CS2022  HISTORY     - 1984     GOOD             NGS
 CS2022
 CS2022                          STATION DESCRIPTION
 CS2022
 CS2022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS2022'2.5 MI SE FROM SAGINAW.
 CS2022'AT THE RITCHEY FLYING SERVICE AIRPORT, NOW INACTIVE AND USED FOR
 CS2022'RANCHING ACTIVITIES.  IT IS AT THE SOUTHWEST CORNER OF THE METAL
 CS2022'HANGER AND AT THE WEST BASE OF THE GASOLINE PUMP.  A STANDARD DISK
 CS2022'STAMPED B 945 1946 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CS2022'NOTE-- TO REACH FROM SAGINAW.  GO EAST ON THE HARD-SURFACED ROAD 01.3
 CS2022'MILES.  THEN TURN RIGHT AND GO SOUTH ON F.M. ROAD 157, 01.0 MILE TO A
 CS2022'T ROAD EAST.  GO EAST HERE 01.3 MILES TO A T ROAD SOUTH.  GO SOUTH 0.3
 CS2022'MILE TO THE ENTRANCE TO THE RITCHEY RANCH ON THE RIGHT.  GO WEST
 CS2022'THROUGH THE ARCH GATE AND FOLLOW THE MAIN ROAD WEST, PASSING TO THE
 CS2022'SOUTH OF THE RANCH HOUSE, 0.3 MILE TO THE HANGER AND OTHER RANCH
 CS2022'BUILDINGS AND THE MARK AS DESCRIBED.
 CS2022
 CS2022                          STATION RECOVERY (1984)
 CS2022
 CS2022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS2022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0730 ***********************************************************************
 DN0730  DESIGNATION -  B 946
 DN0730  PID         -  DN0730
 DN0730  STATE/COUNTY-  TX/DENTON
 DN0730  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN0730
 DN0730                         *CURRENT SURVEY CONTROL
 DN0730  ___________________________________________________________________
 DN0730* NAD 83(1986)-  33 03 29.     (N)    097 00 04.     (W)     SCALED    
 DN0730* NAVD 88     -       157.923  (meters)     518.12   (feet)  ADJUSTED  
 DN0730  ___________________________________________________________________
 DN0730  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DN0730  DYNAMIC HT  -         157.742 (meters)     517.53  (feet)  COMP
 DN0730  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 DN0730
 DN0730  VERT ORDER  -  SECOND    CLASS 0
 DN0730
 DN0730.The horizontal coordinates were scaled from a topographic map and have
 DN0730.an estimated accuracy of +/- 6 seconds.
 DN0730
 DN0730.The orthometric height was determined by differential leveling
 DN0730.and adjusted by the National Geodetic Survey in June 1991..
 DN0730
 DN0730.The geoid height was determined by GEOID03.
 DN0730
 DN0730.The dynamic height is computed by dividing the NAVD 88
 DN0730.geopotential number by the normal gravity value computed on the
 DN0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0730.degrees latitude (g = 980.6199 gals.).
 DN0730
 DN0730.The modeled gravity was interpolated from observed gravity values.
 DN0730
 DN0730;                    North         East    Units  Estimated Accuracy
 DN0730;SPC TXNC     - 2,155,290.      739,960.      MT  (+/- 180 meters Scaled)
 DN0730
 DN0730                          SUPERSEDED SURVEY CONTROL
 DN0730
 DN0730  NGVD 29 (??/??/92)  157.914  (m)          518.09   (f) ADJ UNCH    2 0
 DN0730
 DN0730.Superseded values are not recommended for survey control.
 DN0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0730.See file dsdata.txt to determine how the superseded data were derived.
 DN0730
 DN0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB866594(NAD 83)
 DN0730_MARKER: DB = BENCH MARK DISK
 DN0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0730_STAMPING: B 946 1946
 DN0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0730+STABILITY: SURFACE MOTION
 DN0730
 DN0730  HISTORY     - Date     Condition        Report By
 DN0730  HISTORY     - 1946     MONUMENTED       CGS
 DN0730  HISTORY     - 1960     GOOD             NGS
 DN0730  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 DN0730  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0730
 DN0730                          STATION DESCRIPTION
 DN0730
 DN0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0730'0.9 MI NW FROM LEWISVILLE.
 DN0730'0.9 MILE NORTHWEST OF LEWISVILLE, DENTON COUNTY.  THIS BENCH MARK MAY
 DN0730'BE REACHED FROM THE POST OFFICE BY GOING ONE BLOCK EAST, THENCE 0.9
 DN0730'MILE NORTHWEST ALONG U.S. HIGHWAY 77.  IT IS 100 YARDS NORTH OF A
 DN0730'MOBILGAS SERVICE STATION, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 DN0730'GRAVEL ROAD, 340 FEET SOUTHEAST OF THE CROSSING OF THE SANTA FE AND
 DN0730'MISSOURI-KANSAS AND TEXAS RAILROADS, 36.7 FEET NORTHEAST OF THE
 DN0730'CENTERLINE OF THE HIGHWAY, 34 FEET EAST OF THE CENTERLINE OF THE
 DN0730'GRAVEL ROAD, 4 FEET SOUTHEAST OF A POWER POLE, 1 FOOT NORTH OF A WHITE
 DN0730'WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 DN0730'STAMPED B 946 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DN0730'INCHES ABOVE GROUND.
 DN0730
 DN0730                          STATION RECOVERY (1995)
 DN0730
 DN0730'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0730'MARK NOT FOUND.
 DN0730
 DN0730                          STATION RECOVERY (2005)
 DN0730
 DN0730'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0720 ***********************************************************************
 DN0720  DESIGNATION -  B 947
 DN0720  PID         -  DN0720
 DN0720  STATE/COUNTY-  TX/DENTON
 DN0720  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN0720
 DN0720                         *CURRENT SURVEY CONTROL
 DN0720  ___________________________________________________________________
 DN0720* NAD 83(1986)-  33 06 22.     (N)    097 00 05.     (W)     SCALED    
 DN0720* NAVD 88     -       163.093  (meters)     535.08   (feet)  ADJUSTED  
 DN0720  ___________________________________________________________________
 DN0720  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DN0720  DYNAMIC HT  -         162.907 (meters)     534.47  (feet)  COMP
 DN0720  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 DN0720
 DN0720  VERT ORDER  -  SECOND    CLASS 0
 DN0720
 DN0720.The horizontal coordinates were scaled from a topographic map and have
 DN0720.an estimated accuracy of +/- 6 seconds.
 DN0720
 DN0720.The orthometric height was determined by differential leveling
 DN0720.and adjusted by the National Geodetic Survey in June 1991..
 DN0720
 DN0720.The geoid height was determined by GEOID03.
 DN0720
 DN0720.The dynamic height is computed by dividing the NAVD 88
 DN0720.geopotential number by the normal gravity value computed on the
 DN0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0720.degrees latitude (g = 980.6199 gals.).
 DN0720
 DN0720.The modeled gravity was interpolated from observed gravity values.
 DN0720
 DN0720;                    North         East    Units  Estimated Accuracy
 DN0720;SPC TXNC     - 2,160,620.      739,860.      MT  (+/- 180 meters Scaled)
 DN0720
 DN0720                          SUPERSEDED SURVEY CONTROL
 DN0720
 DN0720  NGVD 29 (??/??/92)  163.088  (m)          535.06   (f) ADJ UNCH    2 0
 DN0720
 DN0720.Superseded values are not recommended for survey control.
 DN0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0720.See file dsdata.txt to determine how the superseded data were derived.
 DN0720
 DN0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB864648(NAD 83)
 DN0720_MARKER: DB = BENCH MARK DISK
 DN0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0720_STAMPING: B 947 1946
 DN0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0720+STABILITY: SURFACE MOTION
 DN0720
 DN0720  HISTORY     - Date     Condition        Report By
 DN0720  HISTORY     - 1946     MONUMENTED       CGS
 DN0720  HISTORY     - 1960     GOOD             NGS
 DN0720  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0720  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0720
 DN0720                          STATION DESCRIPTION
 DN0720
 DN0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0720'2.0 MI E FROM LAKE DALLAS.
 DN0720'2.0 MILES EAST OF LAKE DALLAS, DENTON COUNTY.  THIS BENCH MARK MAY BE
 DN0720'REACHED FROM THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION BY
 DN0720'GOING ONE BLOCK NORTH, THENCE 2.0 MILES EAST ALONG THE LITTLE ELM
 DN0720'HIGHWAY.  IT IS 41 YARDS EAST OF A GROCERY STORE, 78 FEET SOUTHEAST OF
 DN0720'AN REA TRANSFORMER POLE, 1.75 MILES SOUTH AND EAST OF THE POST OFFICE
 DN0720'AT LAKE DALLAS, 395 FEET SOUTHEAST OF CENTERLINE OF T-ROAD NORTH INTO
 DN0720'WESTLAKE PARK, 34.5 FEET NORTH OF CENTERLINE OF THE HIGHWAY, 0.2 MILE
 DN0720'WEST OF THE WEST END OF LAKE DALLAS DAM, 1 FOOT SOUTH OF A FENCE, 1
 DN0720'FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE
 DN0720'HIGHWAY.  A STANDARD DISK, STAMPED B 947 1946 AND SET IN THE TOP OF A
 DN0720'CONCRETE POST FLUSH WITH THE GROUND.
 DN0720
 DN0720                          STATION RECOVERY (1995)
 DN0720
 DN0720'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0720'MARK NOT FOUND.
 DN0720
 DN0720                          STATION RECOVERY (2005)
 DN0720
 DN0720'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1258 ***********************************************************************
 CS1258  DESIGNATION -  B 948
 CS1258  PID         -  CS1258
 CS1258  STATE/COUNTY-  TX/DALLAS
 CS1258  USGS QUAD   -  CARROLLTON (1981)
 CS1258
 CS1258                         *CURRENT SURVEY CONTROL
 CS1258  ___________________________________________________________________
 CS1258* NAD 83(1986)-  32 58 44.     (N)    096 55 37.     (W)     SCALED    
 CS1258* NAVD 88     -       136.872  (meters)     449.05   (feet)  ADJUSTED  
 CS1258  ___________________________________________________________________
 CS1258  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CS1258  DYNAMIC HT  -         136.716 (meters)     448.54  (feet)  COMP
 CS1258  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 CS1258
 CS1258  VERT ORDER  -  SECOND    CLASS 0
 CS1258
 CS1258.The horizontal coordinates were scaled from a topographic map and have
 CS1258.an estimated accuracy of +/- 6 seconds.
 CS1258
 CS1258.The orthometric height was determined by differential leveling
 CS1258.and adjusted by the National Geodetic Survey in June 1991..
 CS1258
 CS1258.The geoid height was determined by GEOID03.
 CS1258
 CS1258.The dynamic height is computed by dividing the NAVD 88
 CS1258.geopotential number by the normal gravity value computed on the
 CS1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1258.degrees latitude (g = 980.6199 gals.).
 CS1258
 CS1258.The modeled gravity was interpolated from observed gravity values.
 CS1258
 CS1258;                    North         East    Units  Estimated Accuracy
 CS1258;SPC TXNC     - 2,146,610.      747,020.      MT  (+/- 180 meters Scaled)
 CS1258
 CS1258                          SUPERSEDED SURVEY CONTROL
 CS1258
 CS1258  NGVD 29 (??/??/92)  136.872  (m)          449.05   (f) ADJ UNCH    2 0
 CS1258
 CS1258.Superseded values are not recommended for survey control.
 CS1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1258.See file dsdata.txt to determine how the superseded data were derived.
 CS1258
 CS1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB937508(NAD 83)
 CS1258_MARKER: DB = BENCH MARK DISK
 CS1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1258_STAMPING: B 948 1946
 CS1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1258+STABILITY: SURFACE MOTION
 CS1258
 CS1258  HISTORY     - Date     Condition        Report By
 CS1258  HISTORY     - 1946     MONUMENTED       CGS
 CS1258  HISTORY     - 1959     POOR             NGS
 CS1258  HISTORY     - 20000209 MARK NOT FOUND   USPSQD
 CS1258
 CS1258                          STATION DESCRIPTION
 CS1258
 CS1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1258'2.1 MI NW FROM CARROLLTON.
 CS1258'1.2 MILES NORTHWEST ALONG A PAVED ROAD FROM THE MISSOURI-KANSAS-TEXAS
 CS1258'RAILROAD OF TEXAS STATION AT CARROLLTON, DALLAS COUNTY, THENCE 0.9
 CS1258'MILE NORTHWEST ALONG U.S. HIGHWAY 77.  108 FEET NORTHEAST OF THE
 CS1258'CENTERLINE OF THE HIGHWAY, 3.5 FEET SOUTH OF A POWER POLE, 1 FOOT
 CS1258'SOUTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST,
 CS1258'AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B
 CS1258'948 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CS1258'ABOVE GROUND.  NOTE-- SETTLED FLUSH WITH GROUND DUE TO SMALL DRAIN
 CS1258'NEARBY.
 CS1258
 CS1258                          STATION RECOVERY (2000)
 CS1258
 CS1258'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0663 ***********************************************************************
 DN0663  DESIGNATION -  B 949 RESET 1948
 DN0663  PID         -  DN0663
 DN0663  STATE/COUNTY-  TX/DENTON
 DN0663  USGS QUAD   -  DENTON EAST (1978)
 DN0663
 DN0663                         *CURRENT SURVEY CONTROL
 DN0663  ___________________________________________________________________
 DN0663* NAD 83(1986)-  33 14 14.     (N)    097 01 17.     (W)     SCALED    
 DN0663* NAVD 88     -       163.73   (+/-2cm)     537.2    (feet)  VERTCON   
 DN0663  ___________________________________________________________________
 DN0663  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DN0663
 DN0663  VERT ORDER  -  THIRD (See Below)
 DN0663
 DN0663.The horizontal coordinates were scaled from a topographic map and have
 DN0663.an estimated accuracy of +/- 6 seconds.
 DN0663
 DN0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0663.The vertical order pertains to the NGVD 29 superseded value.
 DN0663
 DN0663.The geoid height was determined by GEOID03.
 DN0663
 DN0663;                    North         East    Units  Estimated Accuracy
 DN0663;SPC TXNC     - 2,175,130.      737,790.      MT  (+/- 180 meters Scaled)
 DN0663
 DN0663                          SUPERSEDED SURVEY CONTROL
 DN0663
 DN0663  NGVD 29 (01/29/03)  163.73   (m)          537.2    (f) RESET       3  
 DN0663
 DN0663.Superseded values are not recommended for survey control.
 DN0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0663.See file dsdata.txt to determine how the superseded data were derived.
 DN0663
 DN0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB843793(NAD 83)
 DN0663_MARKER: DB = BENCH MARK DISK
 DN0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0663_STAMPING: B 949 RESET 1948
 DN0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0663+STABILITY: SURFACE MOTION
 DN0663
 DN0663  HISTORY     - Date     Condition        Report By
 DN0663  HISTORY     - 1948     MONUMENTED       CGS
 DN0663  HISTORY     - 1960     GOOD             NGS
 DN0663  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0663  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0663
 DN0663                          STATION DESCRIPTION
 DN0663
 DN0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0663'7.3 MI E FROM DENTON.
 DN0663'7.2 MILES EAST OF DENTON, DENTON COUNTY, FROM THE POST OFFICE 0.1 MILE
 DN0663'EAST ALONG MCKINNEY STREET, 0.4 MILE NORTH ALONG OAKLAND AVENUE, 0.4
 DN0663'MILE EAST ALONG TEXAS STREET, 3.1 MILES NORTHEAST ALONG A GRAVEL ROAD
 DN0663'PARALLELING THE TEXAS AND PACIFIC RAILWAY, AND 3.2 MILES EAST ALONG A
 DN0663'GRAVEL ROAD.  0.2 MILE EAST OF THE EAST EDGE OF THE HILLS, AND IN THE
 DN0663'NORTH RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED B 949 RESET 1948
 DN0663'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 DN0663'GROUND.  NOTE-- IT IS ALONG A NORTH RIGHT-OF-WAY FENCE OF HIGHWAY NO.
 DN0663'24 AND ON THE EAST BOTTOM OF LAKE DALLAS.
 DN0663
 DN0663                          STATION RECOVERY (1998)
 DN0663
 DN0663'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0663'MARK NOT FOUND.
 DN0663
 DN0663                          STATION RECOVERY (2005)
 DN0663
 DN0663'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0136 ***********************************************************************
 DM0136  DESIGNATION -  B 95
 DM0136  PID         -  DM0136
 DM0136  STATE/COUNTY-  TX/BOWIE
 DM0136  USGS QUAD   -  TEXARKANA (1975)
 DM0136
 DM0136                         *CURRENT SURVEY CONTROL
 DM0136  ___________________________________________________________________
 DM0136* NAD 83(1986)-  33 25 12.     (N)    094 02 36.     (W)     SCALED    
 DM0136* NAVD 88     -        95.171  (meters)     312.24   (feet)  ADJUSTED  
 DM0136  ___________________________________________________________________
 DM0136  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0136  DYNAMIC HT  -          95.070 (meters)     311.91  (feet)  COMP
 DM0136  MODELED GRAV-     979,572.3   (mgal)                       NAVD 88
 DM0136
 DM0136  VERT ORDER  -  FIRST     CLASS II
 DM0136
 DM0136.The horizontal coordinates were scaled from a topographic map and have
 DM0136.an estimated accuracy of +/- 6 seconds.
 DM0136
 DM0136.The orthometric height was determined by differential leveling
 DM0136.and adjusted by the National Geodetic Survey in June 1991..
 DM0136
 DM0136.The geoid height was determined by GEOID03.
 DM0136
 DM0136.The dynamic height is computed by dividing the NAVD 88
 DM0136.geopotential number by the normal gravity value computed on the
 DM0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0136.degrees latitude (g = 980.6199 gals.).
 DM0136
 DM0136.The modeled gravity was interpolated from observed gravity values.
 DM0136
 DM0136;                    North         East    Units  Estimated Accuracy
 DM0136;SPC TXNC     - 2,203,220.    1,014,340.      MT  (+/- 180 meters Scaled)
 DM0136
 DM0136                          SUPERSEDED SURVEY CONTROL
 DM0136
 DM0136  NGVD 29 (??/??/92)   95.193  (m)          312.31   (f) ADJ UNCH    1 2
 DM0136
 DM0136.Superseded values are not recommended for survey control.
 DM0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0136.See file dsdata.txt to determine how the superseded data were derived.
 DM0136
 DM0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS029983(NAD 83)
 DM0136_MARKER: DB = BENCH MARK DISK
 DM0136_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DM0136_SP_SET: FOUNDATION WALL
 DM0136_STAMPING: B 95 1932 312.312
 DM0136_MARK LOGO: CGS   
 DM0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM0136+STABILITY: POSITION/ELEVATION WELL
 DM0136
 DM0136  HISTORY     - Date     Condition        Report By
 DM0136  HISTORY     - UNK      MONUMENTED       CGS
 DM0136  HISTORY     - 1932     GOOD             NGS
 DM0136  HISTORY     - 1934     GOOD             NGS
 DM0136  HISTORY     - 1985     GOOD             NGS
 DM0136  HISTORY     - 19971025 GOOD             USPSQD
 DM0136
 DM0136                          STATION DESCRIPTION
 DM0136
 DM0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0136'IN TEXARKANA.
 DM0136'STANDARD VERTICAL MARK IN THE UNION STATION.  IN NORTH FACE OF
 DM0136'STATION.  20 FT. WEST OF THE WEST WHITE ENTRANCE.  4.8 FT. ABOVE THE
 DM0136'SIDEWALK.  1 FT. EAST OF THE NORTHWEST CORNER OF THE MAIN BUILDING.
 DM0136
 DM0136                          STATION RECOVERY (1934)
 DM0136
 DM0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DM0136'RECOVERED IN GOOD CONDITION.
 DM0136
 DM0136                          STATION RECOVERY (1985)
 DM0136
 DM0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0136'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 DM0136'TEXARKANA, AT THE INTERSECTION OF MAIN AND FRONT STREETS, SET
 DM0136'VERTICALLY IN THE NORTHWEST FACE OF THE FOUNDATION WALL OF UNION
 DM0136'STATION, 25.8 M (84.6 FT) NORTHEAST OF THE EXTENDED CENTER OF MAIN
 DM0136'STREET, 11.5 M (37.7 FT) SOUTHEAST OF THE CENTER OF FRONT STREET, 8.1
 DM0136'M (26.6 FT) SOUTHWEST OF THE CENTER OF THE MOST SOUTHWESTERLY 1 OF 2
 DM0136'ENTRANCES INTO UNION STATION, AND 0.3 M (1.0 FT) NORTHEAST OF THE
 DM0136'WEST CORNER OF THE BUILDING.
 DM0136'THE MARK IS 1.5 M ABOVE A SIDEWALK.
 DM0136
 DM0136                          STATION RECOVERY (1997)
 DM0136
 DM0136'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0789 ***********************************************************************
 AJ0789  DESIGNATION -  B 95
 AJ0789  PID         -  AJ0789
 AJ0789  STATE/COUNTY-  TX/WEBB
 AJ0789  USGS QUAD   -  TIOS CREEK (1965)
 AJ0789
 AJ0789                         *CURRENT SURVEY CONTROL
 AJ0789  ___________________________________________________________________
 AJ0789* NAD 83(1986)-  27 30 37.     (N)    099 16 29.     (W)     SCALED    
 AJ0789* NAVD 88     -       170.441  (meters)     559.19   (feet)  ADJUSTED  
 AJ0789  ___________________________________________________________________
 AJ0789  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AJ0789  DYNAMIC HT  -         170.170 (meters)     558.30  (feet)  COMP
 AJ0789  MODELED GRAV-     979,057.2   (mgal)                       NAVD 88
 AJ0789
 AJ0789  VERT ORDER  -  FIRST     CLASS II
 AJ0789
 AJ0789.The horizontal coordinates were scaled from a topographic map and have
 AJ0789.an estimated accuracy of +/- 6 seconds.
 AJ0789
 AJ0789.The orthometric height was determined by differential leveling
 AJ0789.and adjusted by the National Geodetic Survey in June 1991..
 AJ0789
 AJ0789.The geoid height was determined by GEOID03.
 AJ0789
 AJ0789.The dynamic height is computed by dividing the NAVD 88
 AJ0789.geopotential number by the normal gravity value computed on the
 AJ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0789.degrees latitude (g = 980.6199 gals.).
 AJ0789
 AJ0789.The modeled gravity was interpolated from observed gravity values.
 AJ0789
 AJ0789;                    North         East    Units  Estimated Accuracy
 AJ0789;SPC TX S     - 5,204,490.      223,460.      MT  (+/- 180 meters Scaled)
 AJ0789
 AJ0789                          SUPERSEDED SURVEY CONTROL
 AJ0789
 AJ0789  NGVD 29 (??/??/92)  170.452  (m)          559.22   (f) ADJ UNCH    1 2
 AJ0789
 AJ0789.Superseded values are not recommended for survey control.
 AJ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0789.See file dsdata.txt to determine how the superseded data were derived.
 AJ0789
 AJ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR728429(NAD 83)
 AJ0789_MARKER: DB = BENCH MARK DISK
 AJ0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0789_STAMPING: 559.225 B 95 1933
 AJ0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0789+STABILITY: SURFACE MOTION
 AJ0789
 AJ0789  HISTORY     - Date     Condition        Report By
 AJ0789  HISTORY     - 1933     MONUMENTED       CGS
 AJ0789  HISTORY     - 1965     GOOD             USGS
 AJ0789
 AJ0789                          STATION DESCRIPTION
 AJ0789
 AJ0789'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ0789'14.1 MI W FROM AGUILARES.
 AJ0789'14.1 MILES WEST ALONG THE TEX-MEX RAILWAY FROM THE POST OFFICE AT
 AJ0789'AGUILARES, OPPOSITE MILEPOST 17 (POST NOT PAINTED AT TIME OF
 AJ0789'RECOVERY), 1160 FT EAST OF THE CENTERLINE OF THE RAILROAD AT A LARGE
 AJ0789'CULVERT AND DRAIN CROSSING, 35 FEET SOUTH OF THE CENTERLINE OF THE
 AJ0789'RAILROAD, 15 FEET NORTH OF THE ROW FENCE, EXTENDING 0.1 FEET, A
 AJ0789'STANDARD TABLET IN A CONCRETE POST STAMPED 559.225 B 95 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0654 ***********************************************************************
 DN0654  DESIGNATION -  B 950
 DN0654  PID         -  DN0654
 DN0654  STATE/COUNTY-  TX/DENTON
 DN0654  USGS QUAD   -  GREEN VALLEY (1978)
 DN0654
 DN0654                         *CURRENT SURVEY CONTROL
 DN0654  ___________________________________________________________________
 DN0654* NAD 83(1986)-  33 15 49.     (N)    097 07 09.     (W)     SCALED    
 DN0654* NAVD 88     -       201.745  (meters)     661.89   (feet)  ADJUSTED  
 DN0654  ___________________________________________________________________
 DN0654  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DN0654  DYNAMIC HT  -         201.522 (meters)     661.16  (feet)  COMP
 DN0654  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 DN0654
 DN0654  VERT ORDER  -  SECOND    CLASS 0
 DN0654
 DN0654.The horizontal coordinates were scaled from a topographic map and have
 DN0654.an estimated accuracy of +/- 6 seconds.
 DN0654
 DN0654.The orthometric height was determined by differential leveling
 DN0654.and adjusted by the National Geodetic Survey in June 1991..
 DN0654
 DN0654.The geoid height was determined by GEOID03.
 DN0654
 DN0654.The dynamic height is computed by dividing the NAVD 88
 DN0654.geopotential number by the normal gravity value computed on the
 DN0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0654.degrees latitude (g = 980.6199 gals.).
 DN0654
 DN0654.The modeled gravity was interpolated from observed gravity values.
 DN0654
 DN0654;                    North         East    Units  Estimated Accuracy
 DN0654;SPC TXNC     - 2,177,930.      728,640.      MT  (+/- 180 meters Scaled)
 DN0654
 DN0654                          SUPERSEDED SURVEY CONTROL
 DN0654
 DN0654  NGVD 29 (??/??/92)  201.730  (m)          661.84   (f) ADJ UNCH    2 0
 DN0654
 DN0654.Superseded values are not recommended for survey control.
 DN0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0654.See file dsdata.txt to determine how the superseded data were derived.
 DN0654
 DN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB751820(NAD 83)
 DN0654_MARKER: DB = BENCH MARK DISK
 DN0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0654_STAMPING: B 950 1946
 DN0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0654+STABILITY: SURFACE MOTION
 DN0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0654+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0654
 DN0654  HISTORY     - Date     Condition        Report By
 DN0654  HISTORY     - 1946     MONUMENTED       CGS
 DN0654  HISTORY     - 1960     GOOD             NGS
 DN0654  HISTORY     - 19950705 GOOD             USPSQD
 DN0654  HISTORY     - 20051031 GOOD             BOHAN
 DN0654
 DN0654                          STATION DESCRIPTION
 DN0654
 DN0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0654'4.5 MI N FROM DENTON.
 DN0654'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 DN0654'DENTON, DENTON COUNTY, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD.  AT
 DN0654'THE SOUTHEAST CORNER OF A FARMHOUSE YARD, 68 FEET NORTH OF A PICKET
 DN0654'FENCE, 50 FEET EAST OF A 12-INCH HACKBERRY TREE, 26.5 FEET NORTH OF
 DN0654'THE CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF A FENCE CORNER, 1 FOOT
 DN0654'NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A
 DN0654'STANDARD DISK, STAMPED B 950 1946 AND SET IN THE TOP OF A CONCRETE
 DN0654'POST PROJECTING 3 INCHES ABOVE GROUND.
 DN0654
 DN0654                          STATION RECOVERY (1995)
 DN0654
 DN0654'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0654'RECOVERED IN GOOD CONDITION.
 DN0654
 DN0654                          STATION RECOVERY (2005)
 DN0654
 DN0654'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0624 ***********************************************************************
 BZ0624  DESIGNATION -  B 951
 BZ0624  PID         -  BZ0624
 BZ0624  STATE/COUNTY-  TX/NAVARRO
 BZ0624  USGS QUAD   -  IRENE (1978)
 BZ0624
 BZ0624                         *CURRENT SURVEY CONTROL
 BZ0624  ___________________________________________________________________
 BZ0624* NAD 83(1986)-  31 59 38.     (N)    096 45 21.     (W)     SCALED    
 BZ0624* NAVD 88     -       152.254  (meters)     499.52   (feet)  ADJUSTED  
 BZ0624  ___________________________________________________________________
 BZ0624  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BZ0624  DYNAMIC HT  -         152.074 (meters)     498.93  (feet)  COMP
 BZ0624  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 BZ0624
 BZ0624  VERT ORDER  -  SECOND    CLASS 0
 BZ0624
 BZ0624.The horizontal coordinates were scaled from a topographic map and have
 BZ0624.an estimated accuracy of +/- 6 seconds.
 BZ0624
 BZ0624.The orthometric height was determined by differential leveling
 BZ0624.and adjusted by the National Geodetic Survey in June 1991..
 BZ0624
 BZ0624.The geoid height was determined by GEOID03.
 BZ0624
 BZ0624.The dynamic height is computed by dividing the NAVD 88
 BZ0624.geopotential number by the normal gravity value computed on the
 BZ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0624.degrees latitude (g = 980.6199 gals.).
 BZ0624
 BZ0624.The modeled gravity was interpolated from observed gravity values.
 BZ0624
 BZ0624;                    North         East    Units  Estimated Accuracy
 BZ0624;SPC TXNC     - 2,037,660.      764,820.      MT  (+/- 180 meters Scaled)
 BZ0624
 BZ0624                          SUPERSEDED SURVEY CONTROL
 BZ0624
 BZ0624  NGVD 29 (??/??/92)  152.227  (m)          499.43   (f) ADJ UNCH    2 0
 BZ0624
 BZ0624.Superseded values are not recommended for survey control.
 BZ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0624.See file dsdata.txt to determine how the superseded data were derived.
 BZ0624
 BZ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA120419(NAD 83)
 BZ0624_MARKER: DB = BENCH MARK DISK
 BZ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0624_STAMPING: B 951 1946
 BZ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0624+STABILITY: SURFACE MOTION
 BZ0624
 BZ0624  HISTORY     - Date     Condition        Report By
 BZ0624  HISTORY     - 1946     MONUMENTED       CGS
 BZ0624  HISTORY     - 20020824 POOR             USPSQD
 BZ0624  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0624
 BZ0624                          STATION DESCRIPTION
 BZ0624
 BZ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0624'2.3 MI E FROM EMMET.
 BZ0624'TO REACH FROM THE EMMET SCHOOL AT EMMET GO EASTERLY 2.3 MILES ALONG A
 BZ0624'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE SOUTHWEST
 BZ0624'CORNER OF A CHURCH YARD, ABOUT 100 YARDS WEST OF THE INTERSECTION OF
 BZ0624'TWO GRADED DIRT ROADS, 31.5 FEET NORTH OF AND ABOUT LEVEL WITH THE
 BZ0624'CENTER LINE OF THE ROAD, 92.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BZ0624'OF THE CHURCH, 34.0 FEET SOUTH OF A THIRTYFOUR INCH OAK TREE, 31.0
 BZ0624'FEET NORTHEAST OF A FENCE CORNER AND 1.0 FOOT WEST OF A 4 X 4 IN.
 BZ0624'MARKER POST.  A BRONZE DISK STAMPED B 951 1946 SET IN THE TOP OF A
 BZ0624'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 BZ0624
 BZ0624                          STATION RECOVERY (2002)
 BZ0624
 BZ0624'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0624'DISK KNOCKED OFF OF THE CONCRETE FOUNDATION BY BRUSH HOG MOWING THE
 BZ0624'CHURCH YARD.  THE CONCRETE FOUNDATION WITH THE HOLE  WHERE THE ROD FOR
 BZ0624'THE DISK WAS LOCATED IS STILL THERE. RTK 8-24-02
 BZ0624
 BZ0624                          STATION RECOVERY (2003)
 BZ0624
 BZ0624'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0861 ***********************************************************************
 CS0861  DESIGNATION -  B 952
 CS0861  PID         -  CS0861
 CS0861  STATE/COUNTY-  TX/NAVARRO
 CS0861  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0861
 CS0861                         *CURRENT SURVEY CONTROL
 CS0861  ___________________________________________________________________
 CS0861* NAD 83(1986)-  32 06 22.     (N)    096 41 30.     (W)     SCALED    
 CS0861* NAVD 88     -       182.520  (meters)     598.82   (feet)  ADJUSTED  
 CS0861  ___________________________________________________________________
 CS0861  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CS0861  DYNAMIC HT  -         182.307 (meters)     598.12  (feet)  COMP
 CS0861  MODELED GRAV-     979,465.7   (mgal)                       NAVD 88
 CS0861
 CS0861  VERT ORDER  -  SECOND    CLASS 0
 CS0861
 CS0861.The horizontal coordinates were scaled from a topographic map and have
 CS0861.an estimated accuracy of +/- 6 seconds.
 CS0861
 CS0861.The orthometric height was determined by differential leveling
 CS0861.and adjusted by the National Geodetic Survey in June 1991..
 CS0861
 CS0861.The geoid height was determined by GEOID03.
 CS0861
 CS0861.The dynamic height is computed by dividing the NAVD 88
 CS0861.geopotential number by the normal gravity value computed on the
 CS0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0861.degrees latitude (g = 980.6199 gals.).
 CS0861
 CS0861.The modeled gravity was interpolated from observed gravity values.
 CS0861
 CS0861;                    North         East    Units  Estimated Accuracy
 CS0861;SPC TXNC     - 2,050,200.      770,670.      MT  (+/- 180 meters Scaled)
 CS0861
 CS0861                          SUPERSEDED SURVEY CONTROL
 CS0861
 CS0861  NGVD 29 (??/??/92)  182.504  (m)          598.77   (f) ADJ UNCH    2 0
 CS0861
 CS0861.Superseded values are not recommended for survey control.
 CS0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0861.See file dsdata.txt to determine how the superseded data were derived.
 CS0861
 CS0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA178545(NAD 83)
 CS0861_MARKER: DB = BENCH MARK DISK
 CS0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0861_STAMPING: B 952 1946
 CS0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0861+STABILITY: SURFACE MOTION
 CS0861
 CS0861  HISTORY     - Date     Condition        Report By
 CS0861  HISTORY     - 1946     MONUMENTED       CGS
 CS0861  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0861
 CS0861                          STATION DESCRIPTION
 CS0861
 CS0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0861'2.2 MI E FROM BLOOMING GROVE.
 CS0861'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.3 MILE
 CS0861'ALONG MAIN STREET, THENCE EAST 1.0 MILE ALONG STATE HIGHWAY NO. 22,
 CS0861'THENCE NORTH 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 0.8 MILE
 CS0861'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A T
 CS0861'INTERSECTION, 34.0 FEET SOUTH OF AND ABOUT 2.0 FEET HIGHER THAN THE
 CS0861'CENTER LINE OF THE NORTH-SOUTH ROAD, 28.0 FEET EAST OF THE EXTENDED
 CS0861'CENTER LINE OF THE T ROAD, 77.4 FEET NORTH-NORTHEAST OF THE NORTHEAST
 CS0861'CORNER OF A FARMHOUSE, 9.0 FEET SOUTH OF A REA GUY WIRE POLE AND 1.0
 CS0861'FOOT NORTH OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED B
 CS0861'952 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 CS0861'ABOVE GROUND.
 CS0861
 CS0861                          STATION RECOVERY (2002)
 CS0861
 CS0861'RECOVERY NOTE BY US POWER SQUADRON 2002 (MR)
 CS0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0907 ***********************************************************************
 CS0907  DESIGNATION -  B 953 RESET 1965
 CS0907  PID         -  CS0907
 CS0907  STATE/COUNTY-  TX/ELLIS
 CS0907  USGS QUAD   -  AVALON (1976)
 CS0907
 CS0907                         *CURRENT SURVEY CONTROL
 CS0907  ___________________________________________________________________
 CS0907* NAD 83(1986)-  32 10 49.     (N)    096 46 22.     (W)     SCALED    
 CS0907* NAVD 88     -       135.32   (+/-2cm)     444.0    (feet)  VERTCON   
 CS0907  ___________________________________________________________________
 CS0907  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CS0907
 CS0907  VERT ORDER  -  THIRD (See Below)
 CS0907
 CS0907.The horizontal coordinates were scaled from a topographic map and have
 CS0907.an estimated accuracy of +/- 6 seconds.
 CS0907
 CS0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0907.The vertical order pertains to the NGVD 29 superseded value.
 CS0907
 CS0907.The geoid height was determined by GEOID03.
 CS0907
 CS0907;                    North         East    Units  Estimated Accuracy
 CS0907;SPC TXNC     - 2,058,300.      762,880.      MT  (+/- 180 meters Scaled)
 CS0907
 CS0907                          SUPERSEDED SURVEY CONTROL
 CS0907
 CS0907  NGVD 29 (01/29/03)  135.30   (m)          443.9    (f) RESET       3  
 CS0907
 CS0907.Superseded values are not recommended for survey control.
 CS0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0907.See file dsdata.txt to determine how the superseded data were derived.
 CS0907
 CS0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA099625(NAD 83)
 CS0907_MARKER: DB = BENCH MARK DISK
 CS0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0907_STAMPING: B 953 RESET 1965
 CS0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0907+STABILITY: SURFACE MOTION
 CS0907
 CS0907  HISTORY     - Date     Condition        Report By
 CS0907  HISTORY     - 1965     MONUMENTED       CGS
 CS0907
 CS0907                          STATION DESCRIPTION
 CS0907
 CS0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CS0907'2.1 MI SE FROM AVALON.
 CS0907'TO REACH FROM THE POST OFFICE IN AVALON, GO EAST 0.1 MILE ALONG STATE
 CS0907'HIGHWAY 34, THENCE SOUTHEASTERLY 2.0 MILES ALONG A FARM-TO-MARKET ROAD
 CS0907'TO SITE OF BENCH MARK, 47 FEET SOUTHWEST OF AND ABOUT 2 FEET LOWER
 CS0907'THAN THE ROAD, 59 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A ROAD
 CS0907'LEADING NORTHEAST, 87 FEET NORTHWEST OF A POWER LINE POLE, 1 FOOT
 CS0907'SOUTHEAST OF A METAL WITNESS POST AND 6 INCHES NORTHEAST OF THE
 CS0907'RIGHT-OF-WAY FENCE.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE
 CS0907'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0919 ***********************************************************************
 CS0919  DESIGNATION -  B 954
 CS0919  PID         -  CS0919
 CS0919  STATE/COUNTY-  TX/NAVARRO
 CS0919  USGS QUAD   -  CORBET (1978)
 CS0919
 CS0919                         *CURRENT SURVEY CONTROL
 CS0919  ___________________________________________________________________
 CS0919* NAD 83(1986)-  32 05 46.     (N)    096 34 52.     (W)     SCALED    
 CS0919* NAVD 88     -       136.623  (meters)     448.24   (feet)  ADJUSTED  
 CS0919  ___________________________________________________________________
 CS0919  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CS0919  DYNAMIC HT  -         136.465 (meters)     447.72  (feet)  COMP
 CS0919  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 CS0919
 CS0919  VERT ORDER  -  SECOND    CLASS 0
 CS0919
 CS0919.The horizontal coordinates were scaled from a topographic map and have
 CS0919.an estimated accuracy of +/- 6 seconds.
 CS0919
 CS0919.The orthometric height was determined by differential leveling
 CS0919.and adjusted by the National Geodetic Survey in June 1991..
 CS0919
 CS0919.The geoid height was determined by GEOID03.
 CS0919
 CS0919.The dynamic height is computed by dividing the NAVD 88
 CS0919.geopotential number by the normal gravity value computed on the
 CS0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0919.degrees latitude (g = 980.6199 gals.).
 CS0919
 CS0919.The modeled gravity was interpolated from observed gravity values.
 CS0919
 CS0919;                    North         East    Units  Estimated Accuracy
 CS0919;SPC TXNC     - 2,049,280.      781,120.      MT  (+/- 180 meters Scaled)
 CS0919
 CS0919                          SUPERSEDED SURVEY CONTROL
 CS0919
 CS0919  NGVD 29 (??/??/92)  136.613  (m)          448.20   (f) ADJ UNCH    2 0
 CS0919
 CS0919.Superseded values are not recommended for survey control.
 CS0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0919.See file dsdata.txt to determine how the superseded data were derived.
 CS0919
 CS0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA282536(NAD 83)
 CS0919_MARKER: DB = BENCH MARK DISK
 CS0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0919_STAMPING: B 954 1946
 CS0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0919+STABILITY: SURFACE MOTION
 CS0919
 CS0919  HISTORY     - Date     Condition        Report By
 CS0919  HISTORY     - 1946     MONUMENTED       CGS
 CS0919
 CS0919                          STATION DESCRIPTION
 CS0919
 CS0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0919'3.4 MI E FROM BARRY.
 CS0919'TO REACH FROM THE POST OFFICE AT BARRY GO NORTH 0.2 MILE ALONG MAIN
 CS0919'STREET, THENCE EAST 3.2 MILES ALONG STATE HIGHWAY NO. 22 TO SITE OF
 CS0919'MARK, BENCH MARK IS 45.5 FEET NORTH OF AND ABOUT 1.0 FOOT HIGHER THAN
 CS0919'THE CENTER LINE OF THE HIGHWAY, 7.0 FEET WEST OF A FENCE CORNER, 1.0
 CS0919'FOOT SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST. A
 CS0919'BRONZE DISK STAMPED B 954 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 CS0919'PROJECTS 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0933 ***********************************************************************
 CS0933  DESIGNATION -  B 955
 CS0933  PID         -  CS0933
 CS0933  STATE/COUNTY-  TX/NAVARRO
 CS0933  USGS QUAD   -  FROST (1965)
 CS0933
 CS0933                         *CURRENT SURVEY CONTROL
 CS0933  ___________________________________________________________________
 CS0933* NAD 83(1986)-  32 04 57.     (N)    096 48 25.     (W)     SCALED    
 CS0933* NAVD 88     -       158.640  (meters)     520.47   (feet)  ADJUSTED  
 CS0933  ___________________________________________________________________
 CS0933  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CS0933  DYNAMIC HT  -         158.452 (meters)     519.85  (feet)  COMP
 CS0933  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 CS0933
 CS0933  VERT ORDER  -  SECOND    CLASS 0
 CS0933
 CS0933.The horizontal coordinates were scaled from a topographic map and have
 CS0933.an estimated accuracy of +/- 6 seconds.
 CS0933
 CS0933.The orthometric height was determined by differential leveling
 CS0933.and adjusted by the National Geodetic Survey in June 1991..
 CS0933
 CS0933.The geoid height was determined by GEOID03.
 CS0933
 CS0933.The dynamic height is computed by dividing the NAVD 88
 CS0933.geopotential number by the normal gravity value computed on the
 CS0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0933.degrees latitude (g = 980.6199 gals.).
 CS0933
 CS0933.The modeled gravity was interpolated from observed gravity values.
 CS0933
 CS0933;                    North         East    Units  Estimated Accuracy
 CS0933;SPC TXNC     - 2,047,400.      759,830.      MT  (+/- 180 meters Scaled)
 CS0933
 CS0933                          SUPERSEDED SURVEY CONTROL
 CS0933
 CS0933  NGVD 29 (??/??/92)  158.616  (m)          520.39   (f) ADJ UNCH    2 0
 CS0933
 CS0933.Superseded values are not recommended for survey control.
 CS0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0933.See file dsdata.txt to determine how the superseded data were derived.
 CS0933
 CS0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA069516(NAD 83)
 CS0933_MARKER: DB = BENCH MARK DISK
 CS0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0933_STAMPING: B 955 1946
 CS0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0933+STABILITY: SURFACE MOTION
 CS0933
 CS0933  HISTORY     - Date     Condition        Report By
 CS0933  HISTORY     - 1946     MONUMENTED       CGS
 CS0933  HISTORY     - 20020824 GOOD             USPSQD
 CS0933
 CS0933                          STATION DESCRIPTION
 CS0933
 CS0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0933'IN FROST.
 CS0933'AT FROST, ABOUT 1 BLOCK NORTH OF THE FROST BAPTIST CHURCH, AT THE
 CS0933'INTERSECTION OF MAIN STREET AND STATE HIGHWAY 22, 52.0 FEET SOUTH OF
 CS0933'AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 34.0
 CS0933'FEET EAST OF THE CENTER LINE OF MAIN STREET, 7.0 FEET EAST OF A POWER
 CS0933'TRANSFORMER POLE, 1.0 FOOT WEST OF A WHITE 4X4 MARKER POST.  A BRONZE
 CS0933'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 CS0933'THE GROUND.
 CS0933
 CS0933                          STATION RECOVERY (2002)
 CS0933
 CS0933'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CS0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2042 ***********************************************************************
 CS2042  DESIGNATION -  B 956
 CS2042  PID         -  CS2042
 CS2042  STATE/COUNTY-  TX/HILL
 CS2042  USGS QUAD   -  ITASCA (1965)
 CS2042
 CS2042                         *CURRENT SURVEY CONTROL
 CS2042  ___________________________________________________________________
 CS2042* NAD 83(1986)-  32 10 33.     (N)    097 09 29.     (W)     SCALED    
 CS2042* NAVD 88     -       206.612  (meters)     677.86   (feet)  ADJUSTED  
 CS2042  ___________________________________________________________________
 CS2042  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CS2042  DYNAMIC HT  -         206.359 (meters)     677.03  (feet)  COMP
 CS2042  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 CS2042
 CS2042  VERT ORDER  -  FIRST     CLASS II
 CS2042
 CS2042.The horizontal coordinates were scaled from a topographic map and have
 CS2042.an estimated accuracy of +/- 6 seconds.
 CS2042
 CS2042.The orthometric height was determined by differential leveling
 CS2042.and adjusted by the National Geodetic Survey in June 1991..
 CS2042.WARNING-Repeat measurements at this control monument indicate possible
 CS2042.vertical movement.
 CS2042
 CS2042.The geoid height was determined by GEOID03.
 CS2042
 CS2042.The dynamic height is computed by dividing the NAVD 88
 CS2042.geopotential number by the normal gravity value computed on the
 CS2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2042.degrees latitude (g = 980.6199 gals.).
 CS2042
 CS2042.The modeled gravity was interpolated from observed gravity values.
 CS2042
 CS2042;                    North         East    Units  Estimated Accuracy
 CS2042;SPC TXNC     - 2,057,270.      726,560.      MT  (+/- 180 meters Scaled)
 CS2042
 CS2042                          SUPERSEDED SURVEY CONTROL
 CS2042
 CS2042  NGVD 29 (??/??/92)  206.614  (m)          677.87   (f) ADJ UNCH    1 2
 CS2042
 CS2042.Superseded values are not recommended for survey control.
 CS2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2042.See file dsdata.txt to determine how the superseded data were derived.
 CS2042
 CS2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA736614(NAD 83)
 CS2042_MARKER: DB = BENCH MARK DISK
 CS2042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2042_SP_SET: CULVERT
 CS2042_STAMPING: B 956 1946
 CS2042_MARK LOGO: CGS   
 CS2042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2042
 CS2042  HISTORY     - Date     Condition        Report By
 CS2042  HISTORY     - 1946     MONUMENTED       CGS
 CS2042  HISTORY     - 1983     GOOD             NGS
 CS2042  HISTORY     - 19950408 GOOD             USPSQD
 CS2042
 CS2042                          STATION DESCRIPTION
 CS2042
 CS2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2042'1.2 MI N FROM ITASCA.
 CS2042'1.2 MILES NORTH ALONG THE MISSOURI - KANSAS - TEXAS RAILROAD FROM THE
 CS2042'STATION AT ITASCA, TEXAS.  SET HORIZONTALLY IN THE SOUTHWEST WINGWALL
 CS2042'OF A DOUBLE 9X4 CONCRETE CULVERT ON U.S. HIGHWAY NO. 81.  62.0 FEET
 CS2042'EAST OF THE CENTER LINE OF THE RAILROAD TRACK AT A TRESTLE.  12.0 FEET
 CS2042'WEST OF THE CENTER LINE OF THE U.S. HIGHWAY NO. 81.  A BRONZE DISK SET
 CS2042'HORIZONTALLY IN A DRILL HOLE ABOUT LEVEL WITH THE CENTER LINE OF THE
 CS2042'HIGHWAY AND STAMPED B 956 1946.
 CS2042
 CS2042                          STATION RECOVERY (1983)
 CS2042
 CS2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2042'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  10.9 KM (6.75
 CS2042'MI) SOUTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM ITS
 CS2042'JUNCTION WITH FARM ROAD 916 IN GRANDVIEW, 0.3 KM (0.2 MI) SOUTHEAST OF
 CS2042'MILEPOST 200, IN THE CENTER OF THE SOUTHWEST CONCRETE WINGWALL OF A
 CS2042'2-CHANNEL CONCRETE CULVERT UNDER U.S. HIGHWAY 81, 19.0 METERS (62.3
 CS2042'FT) NORTHEAST OF THE NEAR RAIL, 3.7 METERS (12.1 FT) SOUTHWEST OF THE
 CS2042'CENTERLINE OF THE HIGHWAY AND 0.1 METER (0.3 FT) NORTHEAST OF THE
 CS2042'SOUTHWEST END OF THE WINGWALL.
 CS2042'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CS2042
 CS2042                          STATION RECOVERY (1995)
 CS2042
 CS2042'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1478 ***********************************************************************
 CS1478  DESIGNATION -  B 957
 CS1478  PID         -  CS1478
 CS1478  STATE/COUNTY-  TX/DALLAS
 CS1478  USGS QUAD   -  FERRIS (1968)
 CS1478
 CS1478                         *CURRENT SURVEY CONTROL
 CS1478  ___________________________________________________________________
 CS1478* NAD 83(1986)-  32 34 24.     (N)    096 40 27.     (W)     SCALED    
 CS1478* NAVD 88     -       141.220  (meters)     463.32   (feet)  ADJUSTED  
 CS1478  ___________________________________________________________________
 CS1478  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CS1478  DYNAMIC HT  -         141.059 (meters)     462.79  (feet)  COMP
 CS1478  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 CS1478
 CS1478  VERT ORDER  -  SECOND    CLASS 0
 CS1478
 CS1478.The horizontal coordinates were scaled from a topographic map and have
 CS1478.an estimated accuracy of +/- 6 seconds.
 CS1478
 CS1478.The orthometric height was determined by differential leveling
 CS1478.and adjusted by the National Geodetic Survey in June 1991..
 CS1478
 CS1478.The geoid height was determined by GEOID03.
 CS1478
 CS1478.The dynamic height is computed by dividing the NAVD 88
 CS1478.geopotential number by the normal gravity value computed on the
 CS1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1478.degrees latitude (g = 980.6199 gals.).
 CS1478
 CS1478.The modeled gravity was interpolated from observed gravity values.
 CS1478
 CS1478;                    North         East    Units  Estimated Accuracy
 CS1478;SPC TXNC     - 2,102,030.      771,420.      MT  (+/- 180 meters Scaled)
 CS1478
 CS1478                          SUPERSEDED SURVEY CONTROL
 CS1478
 CS1478  NGVD 29 (??/??/92)  141.228  (m)          463.35   (f) ADJ UNCH    2 0
 CS1478
 CS1478.Superseded values are not recommended for survey control.
 CS1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1478.See file dsdata.txt to determine how the superseded data were derived.
 CS1478
 CS1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB183063(NAD 83)
 CS1478_MARKER: DB = BENCH MARK DISK
 CS1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1478_STAMPING: B 957 1946
 CS1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1478+STABILITY: SURFACE MOTION
 CS1478
 CS1478  HISTORY     - Date     Condition        Report By
 CS1478  HISTORY     - 1946     MONUMENTED       CGS
 CS1478  HISTORY     - 1959     MARK NOT FOUND   USGS
 CS1478
 CS1478                          STATION DESCRIPTION
 CS1478
 CS1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1478'1.3 MI S FROM WILMER.
 CS1478'1.3 MILES SOUTH ALONG U.S. HIGHWAY 75 FROM A HARD SURFACED CROSS ROAD
 CS1478'AT WILMER.  2.8 MILES NORTH ALONG U.S. HIGHWAY 75 FROM THE TEXAS AND
 CS1478'NEW ORLEANS RAILROAD STATION AT FERRIS.  AT THE JUNCTION OF U.S.
 CS1478'HIGHWAY 75 AND LAVENDER ROAD.  28.0 FEET WEST OF AND 3.0 FEET LOWER
 CS1478'THAN THE CENTER LINE OF U.S. HIGHWAY 75, 25.0 FEET SOUTH OF THE CENTER
 CS1478'LINE OF LAVENDER ROAD, 3.0 FEET SOUTHWEST OF A TELEPHONE POLE, 1.0
 CS1478'FOOT SOUTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP
 CS1478'OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS1478
 CS1478                          STATION RECOVERY (1959)
 CS1478
 CS1478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS1478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1490 ***********************************************************************
 CS1490  DESIGNATION -  B 958
 CS1490  PID         -  CS1490
 CS1490  STATE/COUNTY-  TX/DALLAS
 CS1490  USGS QUAD   -  INDIA (1973)
 CS1490
 CS1490                         *CURRENT SURVEY CONTROL
 CS1490  ___________________________________________________________________
 CS1490* NAD 83(1986)-  32 35 22.     (N)    096 36 17.     (W)     SCALED    
 CS1490* NAVD 88     -       111.626  (meters)     366.23   (feet)  ADJUSTED  
 CS1490  ___________________________________________________________________
 CS1490  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CS1490  DYNAMIC HT  -         111.499 (meters)     365.81  (feet)  COMP
 CS1490  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 CS1490
 CS1490  VERT ORDER  -  SECOND    CLASS 0
 CS1490
 CS1490.The horizontal coordinates were scaled from a topographic map and have
 CS1490.an estimated accuracy of +/- 6 seconds.
 CS1490
 CS1490.The orthometric height was determined by differential leveling
 CS1490.and adjusted by the National Geodetic Survey in June 1991..
 CS1490
 CS1490.The geoid height was determined by GEOID03.
 CS1490
 CS1490.The dynamic height is computed by dividing the NAVD 88
 CS1490.geopotential number by the normal gravity value computed on the
 CS1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1490.degrees latitude (g = 980.6199 gals.).
 CS1490
 CS1490.The modeled gravity was interpolated from observed gravity values.
 CS1490
 CS1490;                    North         East    Units  Estimated Accuracy
 CS1490;SPC TXNC     - 2,103,930.      777,910.      MT  (+/- 180 meters Scaled)
 CS1490
 CS1490                          SUPERSEDED SURVEY CONTROL
 CS1490
 CS1490  NGVD 29 (??/??/92)  111.637  (m)          366.26   (f) ADJ UNCH    2 0
 CS1490
 CS1490.Superseded values are not recommended for survey control.
 CS1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1490.See file dsdata.txt to determine how the superseded data were derived.
 CS1490
 CS1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB248083(NAD 83)
 CS1490_MARKER: DB = BENCH MARK DISK
 CS1490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1490_SP_SET: ABUTMENT
 CS1490_STAMPING: B 958 1946
 CS1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1490
 CS1490  HISTORY     - Date     Condition        Report By
 CS1490  HISTORY     - 1946     MONUMENTED       CGS
 CS1490  HISTORY     - 1958     GOOD             NGS
 CS1490
 CS1490                          STATION DESCRIPTION
 CS1490
 CS1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1490'5.1 MI SW FROM SEAGOVILLE.
 CS1490'TO REACH MARK FROM THE CITY WATER TOWER AT SEAGOVILLE, GO SOUTH 1
 CS1490'BLOCK, THENCE ABOUT 5.1 MILES SOUTHWEST ALONG MALLOY BRIDGE ROAD TO
 CS1490'SITE OF MARK.  BENCH MARK IS IN THE NORTH EAST ABUTMENT OF A CONCRETE
 CS1490'BRIDGE, 12.0 FEET NORTHEAST OF AND LEVEL WITH THE CENTER LINE OF THE
 CS1490'ROAD.  A BRONZE DISC STAMPED B 958 1946 AND SET IN CONCRETE.
 CS1490
 CS1490                          STATION RECOVERY (1958)
 CS1490
 CS1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1505 ***********************************************************************
 CS1505  DESIGNATION -  B 959
 CS1505  PID         -  CS1505
 CS1505  STATE/COUNTY-  TX/DALLAS
 CS1505  USGS QUAD   -  INDIA (1973)
 CS1505
 CS1505                         *CURRENT SURVEY CONTROL
 CS1505  ___________________________________________________________________
 CS1505* NAD 83(1986)-  32 33 11.     (N)    096 37 02.     (W)     SCALED    
 CS1505* NAVD 88     -       126.912  (meters)     416.38   (feet)  ADJUSTED  
 CS1505  ___________________________________________________________________
 CS1505  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CS1505  DYNAMIC HT  -         126.767 (meters)     415.90  (feet)  COMP
 CS1505  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CS1505
 CS1505  VERT ORDER  -  SECOND    CLASS 0
 CS1505
 CS1505.The horizontal coordinates were scaled from a topographic map and have
 CS1505.an estimated accuracy of +/- 6 seconds.
 CS1505
 CS1505.The orthometric height was determined by differential leveling
 CS1505.and adjusted by the National Geodetic Survey in June 1991..
 CS1505
 CS1505.The geoid height was determined by GEOID03.
 CS1505
 CS1505.The dynamic height is computed by dividing the NAVD 88
 CS1505.geopotential number by the normal gravity value computed on the
 CS1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1505.degrees latitude (g = 980.6199 gals.).
 CS1505
 CS1505.The modeled gravity was interpolated from observed gravity values.
 CS1505
 CS1505;                    North         East    Units  Estimated Accuracy
 CS1505;SPC TXNC     - 2,099,880.      776,810.      MT  (+/- 180 meters Scaled)
 CS1505
 CS1505                          SUPERSEDED SURVEY CONTROL
 CS1505
 CS1505  NGVD 29 (??/??/92)  126.920  (m)          416.40   (f) ADJ UNCH    2 0
 CS1505
 CS1505.Superseded values are not recommended for survey control.
 CS1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1505.See file dsdata.txt to determine how the superseded data were derived.
 CS1505
 CS1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB237042(NAD 83)
 CS1505_MARKER: DB = BENCH MARK DISK
 CS1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1505_STAMPING: B 959 1946
 CS1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1505+STABILITY: SURFACE MOTION
 CS1505
 CS1505  HISTORY     - Date     Condition        Report By
 CS1505  HISTORY     - 1946     MONUMENTED       CGS
 CS1505  HISTORY     - 1963     MARK NOT FOUND   LOCENG
 CS1505
 CS1505                          STATION DESCRIPTION
 CS1505
 CS1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1505'5.6 MI NE FROM FERRIS.
 CS1505'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS1505'FERRIS, GO NORTH 1.8 MILES ALONG U.S. HIGHWAY NO. 75, THENCE NORTHEAST
 CS1505'2.2 MILES ALONG MALLOY BRIDGE ROAD, THENCE SOUTHEAST 1.6 MILES ALONG A
 CS1505'GRAVEL SURFACED ROAD TO THE SITE OF THE MARK.  BENCH MARK IS AT A ROAD
 CS1505'JUNCTION, 17.5 FEET NORTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE
 CS1505'NORTHEAST-SOUTHWEST ROAD, 49 FEET NORTHEAST OF THE CENTER LINE OF THE
 CS1505'NORTHWEST-SOUTHEAST ROAD, 1 FOOT WEST OF A 4 X 4 MARKER POST. A BRONZE
 CS1505'DISC SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 CS1505'THE GROUND.
 CS1505
 CS1505                          STATION RECOVERY (1963)
 CS1505
 CS1505'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 CS1505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0436 ***********************************************************************
 CR0436  DESIGNATION -  B 96
 CR0436  PID         -  CR0436
 CR0436  STATE/COUNTY-  TX/SMITH
 CR0436  USGS QUAD   -  TYLER NORTH (1973)
 CR0436
 CR0436                         *CURRENT SURVEY CONTROL
 CR0436  ___________________________________________________________________
 CR0436* NAD 83(1986)-  32 23 24.     (N)    095 19 22.     (W)     SCALED    
 CR0436* NAVD 88     -       132.318  (meters)     434.11   (feet)  ADJUSTED  
 CR0436  ___________________________________________________________________
 CR0436  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0436  DYNAMIC HT  -         132.163 (meters)     433.60  (feet)  COMP
 CR0436  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 CR0436
 CR0436  VERT ORDER  -  FIRST     CLASS II
 CR0436
 CR0436.The horizontal coordinates were scaled from a topographic map and have
 CR0436.an estimated accuracy of +/- 6 seconds.
 CR0436
 CR0436.The orthometric height was determined by differential leveling
 CR0436.and adjusted by the National Geodetic Survey in June 1991..
 CR0436
 CR0436.The geoid height was determined by GEOID03.
 CR0436
 CR0436.The dynamic height is computed by dividing the NAVD 88
 CR0436.geopotential number by the normal gravity value computed on the
 CR0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0436.degrees latitude (g = 980.6199 gals.).
 CR0436
 CR0436.The modeled gravity was interpolated from observed gravity values.
 CR0436
 CR0436;                    North         East    Units  Estimated Accuracy
 CR0436;SPC TXNC     - 2,084,730.      898,880.      MT  (+/- 180 meters Scaled)
 CR0436
 CR0436                          SUPERSEDED SURVEY CONTROL
 CR0436
 CR0436  NGVD 29 (??/??/92)  132.349  (m)          434.21   (f) ADJ UNCH    1 2
 CR0436
 CR0436.Superseded values are not recommended for survey control.
 CR0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0436.See file dsdata.txt to determine how the superseded data were derived.
 CR0436
 CR0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR815860(NAD 83)
 CR0436_MARKER: DB = BENCH MARK DISK
 CR0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0436_STAMPING: 434.038 B 96 1933
 CR0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0436+STABILITY: SURFACE MOTION
 CR0436
 CR0436  HISTORY     - Date     Condition        Report By
 CR0436  HISTORY     - 1933     MONUMENTED       CGS
 CR0436  HISTORY     - 1959     MARK NOT FOUND   NGS
 CR0436  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0436
 CR0436                          STATION DESCRIPTION
 CR0436
 CR0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0436'3.0 MI N FROM TYLER.
 CR0436'3.0 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 CR0436'TYLER, SMITH COUNTY, ABOUT 1000 FEET NORTH OF MILEPOST 22, 50 FEET
 CR0436'NORTH OF AN OLD ROAD CROSSING, AND 30 FEET EAST OF THE TRACK.  A
 CR0436'STANDARD DISK, STAMPED 434.038 B 96 1933 AND SET IN THE TOP OF A
 CR0436'CONCRETE POST.
 CR0436
 CR0436                          STATION RECOVERY (1996)
 CR0436
 CR0436'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0212 ***********************************************************************
 CS0212  DESIGNATION -  B 960
 CS0212  PID         -  CS0212
 CS0212  STATE/COUNTY-  TX/KAUFMAN
 CS0212  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0212
 CS0212                         *CURRENT SURVEY CONTROL
 CS0212  ___________________________________________________________________
 CS0212* NAD 83(1986)-  32 44 13.     (N)    096 28 08.     (W)     SCALED    
 CS0212* NAVD 88     -       140.127  (meters)     459.73   (feet)  ADJUSTED  
 CS0212  ___________________________________________________________________
 CS0212  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0212  DYNAMIC HT  -         139.972 (meters)     459.22  (feet)  COMP
 CS0212  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 CS0212
 CS0212  VERT ORDER  -  SECOND    CLASS 0
 CS0212
 CS0212.The horizontal coordinates were scaled from a topographic map and have
 CS0212.an estimated accuracy of +/- 6 seconds.
 CS0212
 CS0212.The orthometric height was determined by differential leveling
 CS0212.and adjusted by the National Geodetic Survey in June 1991..
 CS0212.WARNING-Repeat measurements at this control monument indicate possible
 CS0212.vertical movement.
 CS0212
 CS0212.The geoid height was determined by GEOID03.
 CS0212
 CS0212.The dynamic height is computed by dividing the NAVD 88
 CS0212.geopotential number by the normal gravity value computed on the
 CS0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0212.degrees latitude (g = 980.6199 gals.).
 CS0212
 CS0212.The modeled gravity was interpolated from observed gravity values.
 CS0212
 CS0212;                    North         East    Units  Estimated Accuracy
 CS0212;SPC TXNC     - 2,120,520.      790,340.      MT  (+/- 180 meters Scaled)
 CS0212
 CS0212                          SUPERSEDED SURVEY CONTROL
 CS0212
 CS0212  NGVD 29 (??/??/92)  140.138  (m)          459.77   (f) ADJ UNCH    2 0
 CS0212
 CS0212.Superseded values are not recommended for survey control.
 CS0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0212.See file dsdata.txt to determine how the superseded data were derived.
 CS0212
 CS0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB371249(NAD 83)
 CS0212_MARKER: DB = BENCH MARK DISK
 CS0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0212_STAMPING: B 960 1946
 CS0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0212+STABILITY: SURFACE MOTION
 CS0212
 CS0212  HISTORY     - Date     Condition        Report By
 CS0212  HISTORY     - 1946     MONUMENTED       CGS
 CS0212  HISTORY     - 1952     GOOD             NGS
 CS0212  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0212
 CS0212                          STATION DESCRIPTION
 CS0212
 CS0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0212'1.0 MI SE FROM FORNEY.
 CS0212'0.4 MILE SOUTH ALONG FARM ROAD 740 FROM THE FARMERS NATIONAL BANK AT
 CS0212'FORNEY, THENCE 0.6 MILE SOUTHEAST ALONG FARM ROAD 741, 1.5 FEET WEST
 CS0212'OF A TELEPHONE POLE, 26 FEET EAST OF THE CENTER LINE OF THE FARM ROAD,
 CS0212'1 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CS0212'IS FLUSH WITH THE GROUND.
 CS0212
 CS0212                          STATION RECOVERY (1961)
 CS0212
 CS0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1459 ***********************************************************************
 CS1459  DESIGNATION -  B 961
 CS1459  PID         -  CS1459
 CS1459  STATE/COUNTY-  TX/DALLAS
 CS1459  USGS QUAD   -  SEAGOVILLE (1973)
 CS1459
 CS1459                         *CURRENT SURVEY CONTROL
 CS1459  ___________________________________________________________________
 CS1459* NAD 83(1986)-  32 39 52.     (N)    096 34 44.     (W)     SCALED    
 CS1459* NAVD 88     -       135.746  (meters)     445.36   (feet)  ADJUSTED  
 CS1459  ___________________________________________________________________
 CS1459  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CS1459  DYNAMIC HT  -         135.594 (meters)     444.86  (feet)  COMP
 CS1459  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 CS1459
 CS1459  VERT ORDER  -  SECOND    CLASS 0
 CS1459
 CS1459.The horizontal coordinates were scaled from a topographic map and have
 CS1459.an estimated accuracy of +/- 6 seconds.
 CS1459
 CS1459.The orthometric height was determined by differential leveling
 CS1459.and adjusted by the National Geodetic Survey in June 1991..
 CS1459
 CS1459.The geoid height was determined by GEOID03.
 CS1459
 CS1459.The dynamic height is computed by dividing the NAVD 88
 CS1459.geopotential number by the normal gravity value computed on the
 CS1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1459.degrees latitude (g = 980.6199 gals.).
 CS1459
 CS1459.The modeled gravity was interpolated from observed gravity values.
 CS1459
 CS1459;                    North         East    Units  Estimated Accuracy
 CS1459;SPC TXNC     - 2,112,290.      780,180.      MT  (+/- 180 meters Scaled)
 CS1459
 CS1459                          SUPERSEDED SURVEY CONTROL
 CS1459
 CS1459  NGVD 29 (??/??/92)  135.760  (m)          445.41   (f) ADJ UNCH    2 0
 CS1459
 CS1459.Superseded values are not recommended for survey control.
 CS1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1459.See file dsdata.txt to determine how the superseded data were derived.
 CS1459
 CS1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB270166(NAD 83)
 CS1459_MARKER: DB = BENCH MARK DISK
 CS1459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1459_SP_SET: CULVERT
 CS1459_STAMPING: B 961 1946
 CS1459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1459
 CS1459  HISTORY     - Date     Condition        Report By
 CS1459  HISTORY     - 1946     MONUMENTED       CGS
 CS1459  HISTORY     - 1958     GOOD             NGS
 CS1459
 CS1459                          STATION DESCRIPTION
 CS1459
 CS1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1459'2.8 MI NW FROM SEAGOVILLE.
 CS1459'ABOUT 2.8 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 175 FROM THE
 CS1459'SEAGOVILLE GRADE SCHOOL, 59 FEET SOUTH OF AND 4 FEET LOWER THAN THE
 CS1459'CENTER LINE OF THE HIGHWAY, 38.6 FEET WEST OF THE NORTHWEST CORNER OF
 CS1459'A BRICK STORE BUILDING.  A BRONZE DISC IN THE WEST END OF THE SOUTH
 CS1459'HEADWALL OF A CONCRETE CULVERT.
 CS1459
 CS1459                          STATION RECOVERY (1958)
 CS1459
 CS1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1152 ***********************************************************************
 CS1152  DESIGNATION -  B 962
 CS1152  PID         -  CS1152
 CS1152  STATE/COUNTY-  TX/DALLAS
 CS1152  USGS QUAD   -  FERRIS (1968)
 CS1152
 CS1152                         *CURRENT SURVEY CONTROL
 CS1152  ___________________________________________________________________
 CS1152* NAD 83(1986)-  32 36 44.     (N)    096 44 49.     (W)     SCALED    
 CS1152* NAVD 88     -       169.286  (meters)     555.40   (feet)  ADJUSTED  
 CS1152  ___________________________________________________________________
 CS1152  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS1152  DYNAMIC HT  -         169.091 (meters)     554.76  (feet)  COMP
 CS1152  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 CS1152
 CS1152  VERT ORDER  -  SECOND    CLASS 0
 CS1152
 CS1152.The horizontal coordinates were scaled from a topographic map and have
 CS1152.an estimated accuracy of +/- 6 seconds.
 CS1152
 CS1152.The orthometric height was determined by differential leveling
 CS1152.and adjusted by the National Geodetic Survey in June 1991..
 CS1152
 CS1152.The geoid height was determined by GEOID03.
 CS1152
 CS1152.The dynamic height is computed by dividing the NAVD 88
 CS1152.geopotential number by the normal gravity value computed on the
 CS1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1152.degrees latitude (g = 980.6199 gals.).
 CS1152
 CS1152.The modeled gravity was interpolated from observed gravity values.
 CS1152
 CS1152;                    North         East    Units  Estimated Accuracy
 CS1152;SPC TXNC     - 2,106,230.      764,520.      MT  (+/- 180 meters Scaled)
 CS1152
 CS1152                          SUPERSEDED SURVEY CONTROL
 CS1152
 CS1152  NGVD 29 (??/??/92)  169.291  (m)          555.42   (f) ADJ UNCH    2 0
 CS1152
 CS1152.Superseded values are not recommended for survey control.
 CS1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1152.See file dsdata.txt to determine how the superseded data were derived.
 CS1152
 CS1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB114105(NAD 83)
 CS1152_MARKER: DB = BENCH MARK DISK
 CS1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1152_STAMPING: B 962 1946
 CS1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1152+STABILITY: SURFACE MOTION
 CS1152
 CS1152  HISTORY     - Date     Condition        Report By
 CS1152  HISTORY     - 1946     MONUMENTED       CGS
 CS1152  HISTORY     - 1958     GOOD             NGS
 CS1152
 CS1152                          STATION DESCRIPTION
 CS1152
 CS1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1152'01.3 MI N FROM LANCASTER.
 CS1152'THIS MARK IS 01.3 MILES NORTH ALONG THE M K T R.R. FROM THE STATION AT
 CS1152'LANCASTER, DALLAS COUNTY, 8 POLES SOUTH OF MP 780 AND 0.4 MILE SOUTH
 CS1152'OF A ROAD CROSSING.  IT IS ABOUT 0.6 MILE NORTH OF A TALL ELEVATOR, 49
 CS1152'FEET WEST OF THE CENTERLINE OF THE TRACKS, 3 FEET EAST OF THE EAST
 CS1152'EDGE OF A CULTIVATED FIELD AND 14 FEET WEST OF THE FIRST POLE SOUTH OF
 CS1152'A FIELD CORNER AND A DITCH.  THE SURFACE OF THE FIELD IS LEVEL WITH
 CS1152'THE TOP OF THE MARK AND THE MARK LEANS SLIGHTLY TOWARD THE TRACKS. A
 CS1152'STANDARD DISK STAMPED B 962 1946 IF A CONCRETE POST. NOTE-- A CAR CAN
 CS1152'BE DRIVEN TO THE MARK FROM THE CROSSING BY FOLLOWING ALONG A FIELD
 CS1152'TRACK ROAD BETWEEN THE RAILROAD AND THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0268 ***********************************************************************
 AY0268  DESIGNATION -  B 963
 AY0268  PID         -  AY0268
 AY0268  STATE/COUNTY-  TX/BEXAR
 AY0268  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0268
 AY0268                         *CURRENT SURVEY CONTROL
 AY0268  ___________________________________________________________________
 AY0268* NAD 83(1986)-  29 26 48.     (N)    098 30 04.     (W)     SCALED    
 AY0268* NAVD 88     -       202.819  (meters)     665.42   (feet)  ADJUSTED  
 AY0268  ___________________________________________________________________
 AY0268  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AY0268  DYNAMIC HT  -         202.524 (meters)     664.45  (feet)  COMP
 AY0268  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AY0268
 AY0268  VERT ORDER  -  FIRST     CLASS II
 AY0268
 AY0268.The horizontal coordinates were scaled from a topographic map and have
 AY0268.an estimated accuracy of +/- 6 seconds.
 AY0268
 AY0268.The orthometric height was determined by differential leveling
 AY0268.and adjusted by the National Geodetic Survey in June 1991..
 AY0268
 AY0268.The geoid height was determined by GEOID03.
 AY0268
 AY0268.The dynamic height is computed by dividing the NAVD 88
 AY0268.geopotential number by the normal gravity value computed on the
 AY0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0268.degrees latitude (g = 980.6199 gals.).
 AY0268
 AY0268.The modeled gravity was interpolated from observed gravity values.
 AY0268
 AY0268;                    North         East    Units  Estimated Accuracy
 AY0268;SPC TXSC     - 4,178,900.      648,390.      MT  (+/- 180 meters Scaled)
 AY0268
 AY0268                          SUPERSEDED SURVEY CONTROL
 AY0268
 AY0268  NGVD 29 (??/??/92)  202.696  (m)          665.01   (f) ADJ UNCH    1 2
 AY0268
 AY0268.Superseded values are not recommended for survey control.
 AY0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0268.See file dsdata.txt to determine how the superseded data were derived.
 AY0268
 AY0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT483575(NAD 83)
 AY0268_MARKER: DB = BENCH MARK DISK
 AY0268_SETTING: 66 = SET IN ROCK OUTCROP
 AY0268_SP_SET: BEDROCK OUTCROP
 AY0268_STAMPING: B 963 1946
 AY0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0268+STABILITY: POSITION/ELEVATION WELL
 AY0268
 AY0268  HISTORY     - Date     Condition        Report By
 AY0268  HISTORY     - 1946     MONUMENTED       CGS
 AY0268  HISTORY     - 1989     GOOD             USPSQD
 AY0268  HISTORY     - 19991013 GOOD             USPSQD
 AY0268  HISTORY     - 20030419 GOOD             USPSQD
 AY0268
 AY0268                          STATION DESCRIPTION
 AY0268
 AY0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0268'IN SAN ANTONIO.
 AY0268'AT SAN ANTONIO, AT SAN PEDRO SPRINGS, 132.0 FEET EAST OF THE CENTER OF
 AY0268'THE FOOT OF LONG FLIGHT OF WINDING STEPS LEADING DOWN TO THE SPRING
 AY0268'AREA, 59.0 FEET EAST OF A CONCRETE BLOCK SET IN THE ROCK OUTCROP
 AY0268'DIRECTLY ABOVE THE MAIN SPRING, 31.5 FEET NORTH NORTHEAST OF THE SOUTH
 AY0268'EDGE OF ROCK OUTCROP AND THE EAST END OF THE LARGE SPRING POOL, 16.5
 AY0268'FEET WEST OF WEST FACE OF 2-STEP RETAINING WALL AROUND A LARGE LIVE
 AY0268'OAK TREE, 6.1 FEET SOUTH OF THE SOUTH FACE OF A 4-FOOT RETAINING WALL
 AY0268'NORTH OF THE SPRINGS, A BENCH MARK DISK SET IN THE OUTCROPPING BEDROCK
 AY0268'IMMEDIATELY TO THE NORTH OF THE SPRINGS, COUNTERSUNK ABOUT 1/2 INCH.
 AY0268
 AY0268                          STATION RECOVERY (1989)
 AY0268
 AY0268'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0268'RECOVERED IN GOOD CONDITION.
 AY0268
 AY0268                          STATION RECOVERY (1999)
 AY0268
 AY0268'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0268'RECOVERED IN GOOD CONDITION.
 AY0268
 AY0268                          STATION RECOVERY (2003)
 AY0268
 AY0268'RECOVERY NOTE BY US POWER SQUADRON 2003
 AY0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0769 ***********************************************************************
 AY0769  DESIGNATION -  B 964
 AY0769  PID         -  AY0769
 AY0769  STATE/COUNTY-  TX/BEXAR
 AY0769  USGS QUAD   -  MACDONA (1991)
 AY0769
 AY0769                         *CURRENT SURVEY CONTROL
 AY0769  ___________________________________________________________________
 AY0769* NAD 83(1986)-  29 19 10.     (N)    098 39 01.     (W)     SCALED    
 AY0769* NAVD 88     -       189.958  (meters)     623.22   (feet)  ADJUSTED  
 AY0769  ___________________________________________________________________
 AY0769  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AY0769  DYNAMIC HT  -         189.684 (meters)     622.32  (feet)  COMP
 AY0769  MODELED GRAV-     979,197.0   (mgal)                       NAVD 88
 AY0769
 AY0769  VERT ORDER  -  FIRST     CLASS II
 AY0769
 AY0769.The horizontal coordinates were scaled from a topographic map and have
 AY0769.an estimated accuracy of +/- 6 seconds.
 AY0769
 AY0769.The orthometric height was determined by differential leveling
 AY0769.and adjusted by the National Geodetic Survey in June 1991..
 AY0769
 AY0769.The geoid height was determined by GEOID03.
 AY0769
 AY0769.The dynamic height is computed by dividing the NAVD 88
 AY0769.geopotential number by the normal gravity value computed on the
 AY0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0769.degrees latitude (g = 980.6199 gals.).
 AY0769
 AY0769.The modeled gravity was interpolated from observed gravity values.
 AY0769
 AY0769;                    North         East    Units  Estimated Accuracy
 AY0769;SPC TXSC     - 4,164,750.      633,970.      MT  (+/- 180 meters Scaled)
 AY0769
 AY0769                          SUPERSEDED SURVEY CONTROL
 AY0769
 AY0769  NGVD 29 (??/??/92)  189.835  (m)          622.82   (f) ADJ UNCH    1 2
 AY0769
 AY0769.Superseded values are not recommended for survey control.
 AY0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0769.See file dsdata.txt to determine how the superseded data were derived.
 AY0769
 AY0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT339434(NAD 83)
 AY0769_MARKER: DB = BENCH MARK DISK
 AY0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0769_SP_SET: PILLARS
 AY0769_STAMPING: B 964 1946
 AY0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0769
 AY0769  HISTORY     - Date     Condition        Report By
 AY0769  HISTORY     - 1946     MONUMENTED       CGS
 AY0769  HISTORY     - 1966     GOOD             USGS
 AY0769  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0769  HISTORY     - 19991210 MARK NOT FOUND   USPSQD
 AY0769
 AY0769                          STATION DESCRIPTION
 AY0769
 AY0769'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AY0769'2.8 MI E FROM MACDONA.
 AY0769'2.9 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM OPPOSITE
 AY0769'THE POST OFFICE IN MACDONA, BEXAR COUNTY, 5 3/4 POLES EAST OF MILEPOST
 AY0769'224, UNDER THE OVERPASS OF FARM TO MARKET ROAD 2536, IN THE SOUTH FACE
 AY0769'OF THE MIDDLE ONE OF THE FIRST ROW OF CONCRETE PILLARS NORTH OF THE
 AY0769'TRACK, 6.8 FEET NORTH OF THE NORTH RAIL, AND 3.5 FEET ABOVE THE
 AY0769'GROUND.  A STANDARD DISK, STAMPED B 964 1946 AND SET VERTICALLY.
 AY0769
 AY0769                          STATION RECOVERY (1986)
 AY0769
 AY0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0769'MARK NOT FOUND.
 AY0769
 AY0769                          STATION RECOVERY (1999)
 AY0769
 AY0769'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0770 ***********************************************************************
 AY0770  DESIGNATION -  B 964 RESET 1971
 AY0770  PID         -  AY0770
 AY0770  STATE/COUNTY-  TX/BEXAR
 AY0770  USGS QUAD   -  MACDONA (1991)
 AY0770
 AY0770                         *CURRENT SURVEY CONTROL
 AY0770  ___________________________________________________________________
 AY0770* NAD 83(1986)-  29 19 10.     (N)    098 39 01.     (W)     SCALED    
 AY0770* NAVD 88     -       197.70   (+/-2cm)     648.6    (feet)  VERTCON   
 AY0770  ___________________________________________________________________
 AY0770  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AY0770
 AY0770  VERT ORDER  -  THIRD (See Below)
 AY0770
 AY0770.The horizontal coordinates were scaled from a topographic map and have
 AY0770.an estimated accuracy of +/- 6 seconds.
 AY0770
 AY0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0770.The vertical order pertains to the NGVD 29 superseded value.
 AY0770
 AY0770.The geoid height was determined by GEOID03.
 AY0770
 AY0770;                    North         East    Units  Estimated Accuracy
 AY0770;SPC TXSC     - 4,164,750.      633,970.      MT  (+/- 180 meters Scaled)
 AY0770
 AY0770                          SUPERSEDED SURVEY CONTROL
 AY0770
 AY0770  NGVD 29 (01/29/03)  197.59   (m)          648.3    (f) RESET       3  
 AY0770
 AY0770.Superseded values are not recommended for survey control.
 AY0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0770.See file dsdata.txt to determine how the superseded data were derived.
 AY0770
 AY0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT339434(NAD 83)
 AY0770_MARKER: DD = SURVEY DISK
 AY0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0770_SP_SET: BRIDGE
 AY0770_STAMPING: B 964 RESET 1971
 AY0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0770
 AY0770  HISTORY     - Date     Condition        Report By
 AY0770  HISTORY     - 1971     MONUMENTED       TXHD
 AY0770  HISTORY     - 1972     GOOD             TXHD
 AY0770  HISTORY     - 19991210 MARK NOT FOUND   USPSQD
 AY0770
 AY0770                          STATION DESCRIPTION
 AY0770
 AY0770'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AY0770'2.8 MI E FROM MACDONA.
 AY0770'2.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 AY0770'STATION SIGN AT MACDONA, 2 MILES SOUTHWEST ALONG FARM-TO-MARKET ROAD
 AY0770'2536 FROM THE INTERSECTION OF INTERSTATE HIGHWAY 410, 20.75 FEET
 AY0770'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 2.2 FEET ABOVE THE
 AY0770'RAILROAD GRADE AND SET IN THE TOP OF THE SOUTHEAST END OF THE
 AY0770'SOUTHEAST WINGWALL OF BRIDGE OVER THE RAILROAD.
 AY0770
 AY0770                          STATION RECOVERY (1999)
 AY0770
 AY0770'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0733 ***********************************************************************
 CR0733  DESIGNATION -  B 965
 CR0733  PID         -  CR0733
 CR0733  STATE/COUNTY-  TX/VAN ZANDT
 CR0733  USGS QUAD   -  BEN WHEELER (1984)
 CR0733
 CR0733                         *CURRENT SURVEY CONTROL
 CR0733  ___________________________________________________________________
 CR0733* NAD 83(1986)-  32 24 50.     (N)    095 39 39.     (W)     SCALED    
 CR0733* NAVD 88     -       168.395  (meters)     552.48   (feet)  ADJUSTED  
 CR0733  ___________________________________________________________________
 CR0733  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CR0733  DYNAMIC HT  -         168.199 (meters)     551.83  (feet)  COMP
 CR0733  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 CR0733
 CR0733  VERT ORDER  -  SECOND    CLASS 0
 CR0733
 CR0733.The horizontal coordinates were scaled from a topographic map and have
 CR0733.an estimated accuracy of +/- 6 seconds.
 CR0733
 CR0733.The orthometric height was determined by differential leveling
 CR0733.and adjusted by the National Geodetic Survey in June 1991..
 CR0733
 CR0733.The geoid height was determined by GEOID03.
 CR0733
 CR0733.The dynamic height is computed by dividing the NAVD 88
 CR0733.geopotential number by the normal gravity value computed on the
 CR0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0733.degrees latitude (g = 980.6199 gals.).
 CR0733
 CR0733.The modeled gravity was interpolated from observed gravity values.
 CR0733
 CR0733;                    North         East    Units  Estimated Accuracy
 CR0733;SPC TXNC     - 2,086,470.      867,020.      MT  (+/- 180 meters Scaled)
 CR0733
 CR0733                          SUPERSEDED SURVEY CONTROL
 CR0733
 CR0733  NGVD 29 (??/??/92)  168.409  (m)          552.52   (f) ADJ UNCH    2 0
 CR0733
 CR0733.Superseded values are not recommended for survey control.
 CR0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0733.See file dsdata.txt to determine how the superseded data were derived.
 CR0733
 CR0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR497894(NAD 83)
 CR0733_MARKER: DB = BENCH MARK DISK
 CR0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0733_STAMPING: B 965 1948
 CR0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0733+STABILITY: SURFACE MOTION
 CR0733
 CR0733  HISTORY     - Date     Condition        Report By
 CR0733  HISTORY     - 1948     MONUMENTED       CGS
 CR0733  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0733  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0733
 CR0733                          STATION DESCRIPTION
 CR0733
 CR0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0733'4.15 MI NW FROM EDOM.
 CR0733'4.15 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT
 CR0733'EDOM, 0.85 MILE SOUTHEAST OF BENCH MARK C 965, 195 YARDS (PACED)
 CR0733'NORTHWEST OF A 9-FOOT CONCRETE CULVERT, 151.8 FEET SOUTHEAST OF THE
 CR0733'SOUTH CORNER OF THE RESIDENCE OF C.A. COLTHARP, 54.7 FEET NORTHEAST OF
 CR0733'THE CENTER LINE OF THE HIGHWAY, 5.4 FEET SOUTHEAST OF A FENCE CORNER,
 CR0733'2.5 FEET SOUTHEAST OF A REFERENCE POST, 1.3 FEET SOUTHWEST OF A FENCE,
 CR0733'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CR0733'GROUND.
 CR0733
 CR0733                          STATION RECOVERY (1995)
 CR0733
 CR0733'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0733'MARK NOT FOUND.
 CR0733
 CR0733                          STATION RECOVERY (2004)
 CR0733
 CR0733'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1663 ***********************************************************************
 BY1663  DESIGNATION -  B 966
 BY1663  PID         -  BY1663
 BY1663  STATE/COUNTY-  TX/TRINITY
 BY1663  USGS QUAD   -  GLENDALE (1972)
 BY1663
 BY1663                         *CURRENT SURVEY CONTROL
 BY1663  ___________________________________________________________________
 BY1663* NAD 83(1986)-  31 02 01.     (N)    095 16 01.     (W)     SCALED    
 BY1663* NAVD 88     -        82.94   (+/-2cm)     272.1    (feet)  VERTCON   
 BY1663  ___________________________________________________________________
 BY1663  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY1663
 BY1663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1663
 BY1663.The horizontal coordinates were scaled from a topographic map and have
 BY1663.an estimated accuracy of +/- 6 seconds.
 BY1663
 BY1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1663.The vertical order pertains to the NGVD 29 superseded value.
 BY1663
 BY1663.The geoid height was determined by GEOID03.
 BY1663
 BY1663;                    North         East    Units  Estimated Accuracy
 BY1663;SPC TX C     - 3,162,540.    1,183,470.      MT  (+/- 180 meters Scaled)
 BY1663
 BY1663                          SUPERSEDED SURVEY CONTROL
 BY1663
 BY1663  NGVD 29 (??/??/92)   82.945  (m)          272.13   (f) ADJ UNCH    2 0
 BY1663
 BY1663.Superseded values are not recommended for survey control.
 BY1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1663.See file dsdata.txt to determine how the superseded data were derived.
 BY1663
 BY1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ836355(NAD 83)
 BY1663_MARKER: DB = BENCH MARK DISK
 BY1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1663_STAMPING: B 966 1948
 BY1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1663+STABILITY: SURFACE MOTION
 BY1663
 BY1663  HISTORY     - Date     Condition        Report By
 BY1663  HISTORY     - 1948     MONUMENTED       CGS
 BY1663
 BY1663                          STATION DESCRIPTION
 BY1663
 BY1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1663'2.55 MI NE FROM GLENDALE.
 BY1663'2.55 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 BY1663'GLENDALE, 126.3 FEET SOUTHEAST OF THE SOUTH CORNER OF A FARMHOUSE,
 BY1663'54.9 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 82.3 FEET
 BY1663'SOUTHWEST OF A POWER POLE (NUMBER 56536), 16.6 FEET NORTHWEST OF A
 BY1663'FENCE CORNER, 1.8 FEET SOUTHEAST OF A REFERENCE POST, 1.0 FOOT
 BY1663'NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY1663'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0283 ***********************************************************************
 DN0283  DESIGNATION -  B 967
 DN0283  PID         -  DN0283
 DN0283  STATE/COUNTY-  TX/COLLIN
 DN0283  USGS QUAD   -  CELINA (1960)
 DN0283
 DN0283                         *CURRENT SURVEY CONTROL
 DN0283  ___________________________________________________________________
 DN0283* NAD 83(1986)-  33 15 17.     (N)    096 48 07.     (W)     SCALED    
 DN0283* NAVD 88     -       198.122  (meters)     650.01   (feet)  ADJUSTED  
 DN0283  ___________________________________________________________________
 DN0283  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DN0283  DYNAMIC HT  -         197.908 (meters)     649.30  (feet)  COMP
 DN0283  MODELED GRAV-     979,551.4   (mgal)                       NAVD 88
 DN0283
 DN0283  VERT ORDER  -  SECOND    CLASS 0
 DN0283
 DN0283.The horizontal coordinates were scaled from a topographic map and have
 DN0283.an estimated accuracy of +/- 6 seconds.
 DN0283
 DN0283.The orthometric height was determined by differential leveling
 DN0283.and adjusted by the National Geodetic Survey in June 1991..
 DN0283.WARNING-Repeat measurements at this control monument indicate possible
 DN0283.vertical movement.
 DN0283
 DN0283.The geoid height was determined by GEOID03.
 DN0283
 DN0283.The dynamic height is computed by dividing the NAVD 88
 DN0283.geopotential number by the normal gravity value computed on the
 DN0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0283.degrees latitude (g = 980.6199 gals.).
 DN0283
 DN0283.The modeled gravity was interpolated from observed gravity values.
 DN0283
 DN0283;                    North         East    Units  Estimated Accuracy
 DN0283;SPC TXNC     - 2,177,380.      758,210.      MT  (+/- 180 meters Scaled)
 DN0283
 DN0283                          SUPERSEDED SURVEY CONTROL
 DN0283
 DN0283  NGVD 29 (??/??/92)  198.131  (m)          650.03   (f) ADJ UNCH    2 0
 DN0283
 DN0283.Superseded values are not recommended for survey control.
 DN0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0283.See file dsdata.txt to determine how the superseded data were derived.
 DN0283
 DN0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB047816(NAD 83)
 DN0283_MARKER: DB = BENCH MARK DISK
 DN0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0283_STAMPING: B 967 1946
 DN0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0283+STABILITY: SURFACE MOTION
 DN0283
 DN0283  HISTORY     - Date     Condition        Report By
 DN0283  HISTORY     - 1946     MONUMENTED       CGS
 DN0283  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0283  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0283
 DN0283                          STATION DESCRIPTION
 DN0283
 DN0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0283'1.2 MI N FROM PROSPER.
 DN0283'1.2 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM
 DN0283'THE STATION AT PROSPER.  1 1/2 POLES NORTH OF MILE POST 678-15, 47
 DN0283'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET EAST OF THE
 DN0283'CENTER LINE OF THE TRACK, 12 FEET NORTH OF A TELEPHONE POLE, 6 FEET
 DN0283'LOWER THAN THE TRACK, 2 FEET EAST OF A RIGHT OF WAY FENCE, 2 FEET
 DN0283'SOUTH OF A WHITE 4 X 4 MARKER POST, A BRONZE DISK SET IN THE TOP OF A
 DN0283'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 DN0283
 DN0283                          STATION RECOVERY (1994)
 DN0283
 DN0283'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0283'MARK NOT FOUND.
 DN0283
 DN0283                          STATION RECOVERY (2005)
 DN0283
 DN0283'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2794 ***********************************************************************
 BY2794  DESIGNATION -  B 968 RESET
 BY2794  PID         -  BY2794
 BY2794  STATE/COUNTY-  TX/ANGELINA
 BY2794  USGS QUAD   -  KELTYS (1980)
 BY2794
 BY2794                         *CURRENT SURVEY CONTROL
 BY2794  ___________________________________________________________________
 BY2794* NAD 83(1986)-  31 19 26.     (N)    094 48 47.     (W)     SCALED    
 BY2794* NAVD 88     -        73.06   (+/-2cm)     239.7    (feet)  VERTCON   
 BY2794  ___________________________________________________________________
 BY2794  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY2794
 BY2794  VERT ORDER  -  THIRD (See Below)
 BY2794
 BY2794.The horizontal coordinates were scaled from a topographic map and have
 BY2794.an estimated accuracy of +/- 6 seconds.
 BY2794
 BY2794.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2794.The vertical order pertains to the NGVD 29 superseded value.
 BY2794
 BY2794.The geoid height was determined by GEOID03.
 BY2794
 BY2794;                    North         East    Units  Estimated Accuracy
 BY2794;SPC TX C     - 3,196,750.    1,225,150.      MT  (+/- 180 meters Scaled)
 BY2794
 BY2794                          SUPERSEDED SURVEY CONTROL
 BY2794
 BY2794  NGVD 29 (01/29/03)   73.11   (m)          239.9    (f) RESET       3  
 BY2794
 BY2794.Superseded values are not recommended for survey control.
 BY2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2794.See file dsdata.txt to determine how the superseded data were derived.
 BY2794
 BY2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ274669(NAD 83)
 BY2794_MARKER: DV = VERTICAL CONTROL DISK
 BY2794_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BY2794_SP_SET: HEADWALL
 BY2794_STAMPING: B 968 RESET 1981
 BY2794_MARK LOGO: NGS   
 BY2794_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2794+STABILITY: SURFACE MOTION
 BY2794
 BY2794  HISTORY     - Date     Condition        Report By
 BY2794  HISTORY     - 1981     MONUMENTED       TXHD
 BY2794
 BY2794                          STATION DESCRIPTION
 BY2794
 BY2794'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1981
 BY2794'0.1 MILES (0.2 KM) WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT
 BY2794'LUFKIN, THENCE 0.3 MILES (0.5 KM) SOUTH ALONG US HIGHWAY 59, 48.5
 BY2794'FEET (14.8 M) SOUTH OF NEW HIGHWAY CENTERLINE AT HIGHWAY STATION
 BY2794'253+30, AT THE SOUTHEAST CORNER OF HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0812 ***********************************************************************
 CS0812  DESIGNATION -  B 969
 CS0812  PID         -  CS0812
 CS0812  STATE/COUNTY-  TX/ELLIS
 CS0812  USGS QUAD   -  ENNIS EAST (1978)
 CS0812
 CS0812                         *CURRENT SURVEY CONTROL
 CS0812  ___________________________________________________________________
 CS0812* NAD 83(1986)-  32 17 32.     (N)    096 31 51.     (W)     SCALED    
 CS0812* NAVD 88     -       141.353  (meters)     463.76   (feet)  ADJUSTED  
 CS0812  ___________________________________________________________________
 CS0812  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CS0812  DYNAMIC HT  -         141.190 (meters)     463.22  (feet)  COMP
 CS0812  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 CS0812
 CS0812  VERT ORDER  -  SECOND    CLASS 0
 CS0812
 CS0812.The horizontal coordinates were scaled from a topographic map and have
 CS0812.an estimated accuracy of +/- 6 seconds.
 CS0812
 CS0812.The orthometric height was determined by differential leveling
 CS0812.and adjusted by the National Geodetic Survey in June 1991..
 CS0812
 CS0812.The geoid height was determined by GEOID03.
 CS0812
 CS0812.The dynamic height is computed by dividing the NAVD 88
 CS0812.geopotential number by the normal gravity value computed on the
 CS0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0812.degrees latitude (g = 980.6199 gals.).
 CS0812
 CS0812.The modeled gravity was interpolated from observed gravity values.
 CS0812
 CS0812;                    North         East    Units  Estimated Accuracy
 CS0812;SPC TXNC     - 2,071,110.      785,460.      MT  (+/- 180 meters Scaled)
 CS0812
 CS0812                          SUPERSEDED SURVEY CONTROL
 CS0812
 CS0812  NGVD 29 (??/??/92)  141.35   (m)          463.7    (f) COMPUTED    2 0
 CS0812
 CS0812.Superseded values are not recommended for survey control.
 CS0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0812.See file dsdata.txt to determine how the superseded data were derived.
 CS0812
 CS0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA325755(NAD 83)
 CS0812_MARKER: DB = BENCH MARK DISK
 CS0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0812_STAMPING: B 969 1946
 CS0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0812+STABILITY: SURFACE MOTION
 CS0812
 CS0812  HISTORY     - Date     Condition        Report By
 CS0812  HISTORY     - 1946     MONUMENTED       CGS
 CS0812  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0812
 CS0812                          STATION DESCRIPTION
 CS0812
 CS0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0812'1.1 MI NE FROM ALMA.
 CS0812'2 BLOCKS EAST ALONG A GRAVELED STREET FROM THE TEXAS AND NEW ORLEANS
 CS0812'RAILROAD STATION AT ALMA, THENCE 2 BLOCKS SOUTH ALONG A GRAVELED
 CS0812'STREET, THENCE NORTHEASTERLY 0.8 MILE ALONG A GRAVELED ROAD, 44 FEET
 CS0812'WEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 30 FEET SOUTHEAST OF AND
 CS0812'1.0 FOOT LOWER THAN THE CENTERLINE OF THE ROAD, 6 FEET SOUTHWEST OF A
 CS0812'FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4
 CS0812'IN. MARKER POST.  A STANDARD DISK, STAMPED B 969 1946 AND SET IN THE
 CS0812'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CS0812
 CS0812                          STATION RECOVERY (2002)
 CS0812
 CS0812'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAS)
 CS0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0084 ***********************************************************************
 DN0084  DESIGNATION -  B 97
 DN0084  PID         -  DN0084
 DN0084  STATE/COUNTY-  TX/HUNT
 DN0084  USGS QUAD   -  GREENVILLE SE (1962)
 DN0084
 DN0084                         *CURRENT SURVEY CONTROL
 DN0084  ___________________________________________________________________
 DN0084* NAD 83(1986)-  33 06 57.     (N)    096 04 46.     (W)     SCALED    
 DN0084* NAVD 88     -       157.232  (meters)     515.85   (feet)  ADJUSTED  
 DN0084  ___________________________________________________________________
 DN0084  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN0084  DYNAMIC HT  -         157.061 (meters)     515.29  (feet)  COMP
 DN0084  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 DN0084
 DN0084  VERT ORDER  -  FIRST     CLASS II
 DN0084
 DN0084.The horizontal coordinates were scaled from a topographic map and have
 DN0084.an estimated accuracy of +/- 6 seconds.
 DN0084
 DN0084.The orthometric height was determined by differential leveling
 DN0084.and adjusted by the National Geodetic Survey in June 1991..
 DN0084.WARNING-Repeat measurements at this control monument indicate possible
 DN0084.vertical movement.
 DN0084
 DN0084.The geoid height was determined by GEOID03.
 DN0084
 DN0084.The dynamic height is computed by dividing the NAVD 88
 DN0084.geopotential number by the normal gravity value computed on the
 DN0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0084.degrees latitude (g = 980.6199 gals.).
 DN0084
 DN0084.The modeled gravity was interpolated from observed gravity values.
 DN0084
 DN0084;                    North         East    Units  Estimated Accuracy
 DN0084;SPC TXNC     - 2,163,300.      825,860.      MT  (+/- 180 meters Scaled)
 DN0084
 DN0084                          SUPERSEDED SURVEY CONTROL
 DN0084
 DN0084  NGVD 29 (??/??/92)  157.223  (m)          515.82   (f) ADJ UNCH    1 2
 DN0084
 DN0084.Superseded values are not recommended for survey control.
 DN0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0084.See file dsdata.txt to determine how the superseded data were derived.
 DN0084
 DN0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB725679(NAD 83)
 DN0084_MARKER: DB = BENCH MARK DISK
 DN0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0084_STAMPING: B 97 1933 515.740
 DN0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0084+STABILITY: SURFACE MOTION
 DN0084
 DN0084  HISTORY     - Date     Condition        Report By
 DN0084  HISTORY     - 1933     MONUMENTED       CGS
 DN0084  HISTORY     - 1959     GOOD             NGS
 DN0084  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0084
 DN0084                          STATION DESCRIPTION
 DN0084
 DN0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0084'3.05 MI SE FROM GREENVILLE.
 DN0084'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0084'FROM THE STATION AT GREENVILLE, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG
 DN0084'U. S. HIGHWAY 69 TO A CEMETERY, THENCE ABOUT 0.65 MILE EAST ALONG A
 DN0084'GRADED DIRT ROAD, ABOUT 0.1 MILE NORTHEAST OF A SHARP CURVE IN THE
 DN0084'ROAD, 68 FEET NORTH-NORTHWEST OF THE CENTER OF THE CROSSING OF AN OLD
 DN0084'RAILROAD GRADE, 57 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD,
 DN0084'37 FEET NORTHEAST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 32
 DN0084'FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE WITH THE TELEPHONE POLES,
 DN0084'11 FEET SOUTHWEST OF A FENCE, AND IN THE TOP OF A CONCRETE POST
 DN0084'PROJECTING 6 INCHES.
 DN0084
 DN0084                          STATION RECOVERY (1994)
 DN0084
 DN0084'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0413 ***********************************************************************
 CS0413  DESIGNATION -  B 970
 CS0413  PID         -  CS0413
 CS0413  STATE/COUNTY-  TX/KAUFMAN
 CS0413  USGS QUAD   -  ROSSER (1963)
 CS0413
 CS0413                         *CURRENT SURVEY CONTROL
 CS0413  ___________________________________________________________________
 CS0413* NAD 83(1986)-  32 24 02.     (N)    096 25 11.     (W)     SCALED    
 CS0413* NAVD 88     -        97.822  (meters)     320.94   (feet)  ADJUSTED  
 CS0413  ___________________________________________________________________
 CS0413  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0413  DYNAMIC HT  -          97.711 (meters)     320.57  (feet)  COMP
 CS0413  MODELED GRAV-     979,504.4   (mgal)                       NAVD 88
 CS0413
 CS0413  VERT ORDER  -  SECOND    CLASS 0
 CS0413
 CS0413.The horizontal coordinates were scaled from a topographic map and have
 CS0413.an estimated accuracy of +/- 6 seconds.
 CS0413
 CS0413.The orthometric height was determined by differential leveling
 CS0413.and adjusted by the National Geodetic Survey in June 1991..
 CS0413
 CS0413.The geoid height was determined by GEOID03.
 CS0413
 CS0413.The dynamic height is computed by dividing the NAVD 88
 CS0413.geopotential number by the normal gravity value computed on the
 CS0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0413.degrees latitude (g = 980.6199 gals.).
 CS0413
 CS0413.The modeled gravity was interpolated from observed gravity values.
 CS0413
 CS0413;                    North         East    Units  Estimated Accuracy
 CS0413;SPC TXNC     - 2,083,320.      795,690.      MT  (+/- 180 meters Scaled)
 CS0413
 CS0413                          SUPERSEDED SURVEY CONTROL
 CS0413
 CS0413  NGVD 29 (??/??/92)   97.829  (m)          320.96   (f) ADJ UNCH    2 0
 CS0413
 CS0413.Superseded values are not recommended for survey control.
 CS0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0413.See file dsdata.txt to determine how the superseded data were derived.
 CS0413
 CS0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA426877(NAD 83)
 CS0413_MARKER: DB = BENCH MARK DISK
 CS0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0413_STAMPING: B 970 1946
 CS0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0413+STABILITY: SURFACE MOTION
 CS0413
 CS0413  HISTORY     - Date     Condition        Report By
 CS0413  HISTORY     - 1946     MONUMENTED       CGS
 CS0413
 CS0413                          STATION DESCRIPTION
 CS0413
 CS0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0413'2.4 MI W FROM PEELTOWN.
 CS0413'2.4 MILES WEST ALONG A GRAVELED ROAD FROM PEELTOWN SCHOOL AT PEELTOWN,
 CS0413'42 FEET NORTH OF AND 1.0 FOOT LOWER THAN THE CENTERLINE OF THE ROAD,
 CS0413'20.5 FEET WEST-AND-SOUTHWEST OF A 20-INCH PECAN TREE, 29 FEET
 CS0413'SOUTHWEST OF A 16-INCH PECAN TREE, 8 FEET NORTH OF A FENCE CORNER, 1.0
 CS0413'FOOT WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4-INCH WITNESS POST.
 CS0413'A STANDARD DISK, STAMPED B 970 1946 AND SET IN THE TOP OF A CONCRETE
 CS0413'POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1382 ***********************************************************************
 CS1382  DESIGNATION -  B 971
 CS1382  PID         -  CS1382
 CS1382  STATE/COUNTY-  TX/DALLAS
 CS1382  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1382
 CS1382                         *CURRENT SURVEY CONTROL
 CS1382  ___________________________________________________________________
 CS1382* NAD 83(1986)-  32 48 24.     (N)    096 41 34.     (W)     SCALED    
 CS1382* NAVD 88     -       163.501  (meters)     536.42   (feet)  ADJUSTED  
 CS1382  ___________________________________________________________________
 CS1382  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CS1382  DYNAMIC HT  -         163.318 (meters)     535.82  (feet)  COMP
 CS1382  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 CS1382
 CS1382  VERT ORDER  -  SECOND    CLASS 0
 CS1382
 CS1382.The horizontal coordinates were scaled from a topographic map and have
 CS1382.an estimated accuracy of +/- 6 seconds.
 CS1382
 CS1382.The orthometric height was determined by differential leveling
 CS1382.and adjusted by the National Geodetic Survey in June 1991..
 CS1382
 CS1382.The geoid height was determined by GEOID03.
 CS1382
 CS1382.The dynamic height is computed by dividing the NAVD 88
 CS1382.geopotential number by the normal gravity value computed on the
 CS1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1382.degrees latitude (g = 980.6199 gals.).
 CS1382
 CS1382.The modeled gravity was interpolated from observed gravity values.
 CS1382
 CS1382;                    North         East    Units  Estimated Accuracy
 CS1382;SPC TXNC     - 2,127,870.      769,230.      MT  (+/- 180 meters Scaled)
 CS1382
 CS1382                          SUPERSEDED SURVEY CONTROL
 CS1382
 CS1382  NGVD 29 (??/??/92)  163.51   (m)          536.4    (f) COMPUTED    2 0
 CS1382
 CS1382.Superseded values are not recommended for survey control.
 CS1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1382.See file dsdata.txt to determine how the superseded data were derived.
 CS1382
 CS1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB160322(NAD 83)
 CS1382_MARKER: DB = BENCH MARK DISK
 CS1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1382_STAMPING: B 971 1946
 CS1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1382+STABILITY: SURFACE MOTION
 CS1382
 CS1382  HISTORY     - Date     Condition        Report By
 CS1382  HISTORY     - 1946     MONUMENTED       CGS
 CS1382  HISTORY     - 1958     GOOD             NGS
 CS1382  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 CS1382
 CS1382                          STATION DESCRIPTION
 CS1382
 CS1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1382'3.7 MI N FROM PLEASANT MOUND.
 CS1382'3.1 MILES NORTH ALONG STATE HIGHWAY LOOP 12 FROM THE METHODIST CHURCH
 CS1382'AT PLEASANT MOUND, THENCE 0.6 MILE WEST ALONG AN ASPHALT ROAD.  AT THE
 CS1382'ENTRANCE TO WHITE ROCK AIRPORT, 36 FEET SOUTH OF THE CENTERLINE OF THE
 CS1382'ASPHALT ROAD, 21 FEET WEST OF THE CENTERLINE OF THE ENTRANCE DRIVE, 8
 CS1382'FEET SOUTHWEST OF THE WEST END OF A BOARD GATE ACROSS THE DRIVE, 33.5
 CS1382'FEET EAST OF A POWERLINE POLE WITH A TRANSFORMER, 7 FEET NORTHWEST OF
 CS1382'THE NORTHEAST CORNER OF A SHED, AND 1 FOOT EAST OF A WHITE WOODEN
 CS1382'WITNESS POST.  NOTE-- 7.0 MILES NORTHEAST OF THE COUNTY COURT HOUSE IN
 CS1382'DALLAS.
 CS1382
 CS1382                          STATION RECOVERY (1991)
 CS1382
 CS1382'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1703 ***********************************************************************
 BY1703  DESIGNATION -  B 972
 BY1703  PID         -  BY1703
 BY1703  STATE/COUNTY-  TX/LEON
 BY1703  USGS QUAD   -  LEONA (1964)
 BY1703
 BY1703                         *CURRENT SURVEY CONTROL
 BY1703  ___________________________________________________________________
 BY1703* NAD 83(1986)-  31 13 14.     (N)    095 58 30.     (W)     SCALED    
 BY1703* NAVD 88     -       112.42   (+/-2cm)     368.8    (feet)  VERTCON   
 BY1703  ___________________________________________________________________
 BY1703  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY1703
 BY1703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1703
 BY1703.The horizontal coordinates were scaled from a topographic map and have
 BY1703.an estimated accuracy of +/- 6 seconds.
 BY1703
 BY1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1703.The vertical order pertains to the NGVD 29 superseded value.
 BY1703
 BY1703.The geoid height was determined by GEOID03.
 BY1703
 BY1703;                    North         East    Units  Estimated Accuracy
 BY1703;SPC TX C     - 3,180,390.    1,115,130.      MT  (+/- 180 meters Scaled)
 BY1703
 BY1703                          SUPERSEDED SURVEY CONTROL
 BY1703
 BY1703  NGVD 29 (??/??/92)  112.399  (m)          368.76   (f) ADJ UNCH    2 0
 BY1703
 BY1703.Superseded values are not recommended for survey control.
 BY1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1703.See file dsdata.txt to determine how the superseded data were derived.
 BY1703
 BY1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ165578(NAD 83)
 BY1703_MARKER: DB = BENCH MARK DISK
 BY1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1703_STAMPING: B 972 1947
 BY1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1703+STABILITY: SURFACE MOTION
 BY1703
 BY1703  HISTORY     - Date     Condition        Report By
 BY1703  HISTORY     - 1947     MONUMENTED       CGS
 BY1703
 BY1703                          STATION DESCRIPTION
 BY1703
 BY1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1703'2.8 MI S FROM CENTERVILLE.
 BY1703'ABOUT 2.8 MILES SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE COURT HOUSE
 BY1703'AT CENTERVILLE, 104.7 FEET NORTHEAST OF THE NORTH END OF THE EAST
 BY1703'HEADWALL OF A CONCRETE CULVERT, 53.0 FEET EAST OF AND ABOUT 2.0 FEET
 BY1703'LOWER THAN THE CENTER LINE OF THE HIGHWAY, 7.2 FEET NORTH OF A POWER
 BY1703'POLE, 1.5 FEET WEST OF A FENCE AND 1.5 FEET SOUTH OF A 4 X 4 IN.
 BY1703'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1703'POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1703 ***********************************************************************
 BL1703  DESIGNATION -  B 973
 BL1703  PID         -  BL1703
 BL1703  STATE/COUNTY-  TX/MADISON
 BL1703  USGS QUAD   -  MADISONVILLE (1963)
 BL1703
 BL1703                         *CURRENT SURVEY CONTROL
 BL1703  ___________________________________________________________________
 BL1703* NAD 83(1986)-  30 57 31.     (N)    095 55 13.     (W)     SCALED    
 BL1703* NAVD 88     -        86.10   (+/-2cm)     282.5    (feet)  VERTCON   
 BL1703  ___________________________________________________________________
 BL1703  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BL1703
 BL1703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1703
 BL1703.The horizontal coordinates were scaled from a topographic map and have
 BL1703.an estimated accuracy of +/- 6 seconds.
 BL1703
 BL1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1703.The vertical order pertains to the NGVD 29 superseded value.
 BL1703
 BL1703.The geoid height was determined by GEOID03.
 BL1703
 BL1703;                    North         East    Units  Estimated Accuracy
 BL1703;SPC TX C     - 3,151,580.    1,121,490.      MT  (+/- 180 meters Scaled)
 BL1703
 BL1703                          SUPERSEDED SURVEY CONTROL
 BL1703
 BL1703  NGVD 29 (??/??/92)   86.090  (m)          282.45   (f) ADJ UNCH    2 0
 BL1703
 BL1703.Superseded values are not recommended for survey control.
 BL1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1703.See file dsdata.txt to determine how the superseded data were derived.
 BL1703
 BL1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ210286(NAD 83)
 BL1703_MARKER: DB = BENCH MARK DISK
 BL1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1703_STAMPING: B 973 1947
 BL1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1703+STABILITY: SURFACE MOTION
 BL1703
 BL1703  HISTORY     - Date     Condition        Report By
 BL1703  HISTORY     - 1947     MONUMENTED       CGS
 BL1703  HISTORY     - 1962     MARK NOT FOUND   USGS
 BL1703  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1703
 BL1703                          STATION DESCRIPTION
 BL1703
 BL1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1703'IN MADISONVILLE.
 BL1703'AT MADISONVILLE, AT THE SOUTHWEST CORNER OF THE MADISONVILLE EMERGENCY
 BL1703'AIRFIELD, ABOUT 35 YARDS SOUTH OF THE SOUTH END OF THE LANDING STRIP,
 BL1703'107.3 FEET EAST OF THE SOUTHEAST CORNER OF NATURAL GAS METER HOUSE,
 BL1703'71.5 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 78.5 FEET
 BL1703'NORTHEAST OF THE NORTHERMOST OF TWO LARGE OAK TREES, 37.0 FEET EAST OF
 BL1703'AND ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE OF A ROAD LEADING NORTH
 BL1703'AND SOUTH ALONG THE WEST SIDE OF THE FIELD AND 1.0 FOOT WEST OF A 4 X
 BL1703'4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BL1703'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND. NOTE-- THE
 BL1703'LANDING STRIP HAS BEEN ABANDONED AND IS BEING DEVELOPED AS A HOUSING
 BL1703'PROJECT.
 BL1703
 BL1703                          STATION RECOVERY (1962)
 BL1703
 BL1703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BL1703'MARK NOT FOUND.
 BL1703
 BL1703                          STATION RECOVERY (1996)
 BL1703
 BL1703'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1362 ***********************************************************************
 BL1362  DESIGNATION -  B 974
 BL1362  PID         -  BL1362
 BL1362  STATE/COUNTY-  TX/SAN JACINTO
 BL1362  USGS QUAD   -  BEAR CREEK (1976)
 BL1362
 BL1362                         *CURRENT SURVEY CONTROL
 BL1362  ___________________________________________________________________
 BL1362* NAD 83(1986)-  30 24 51.     (N)    095 14 17.     (W)     SCALED    
 BL1362* NAVD 88     -        62.35   (+/-2cm)     204.6    (feet)  VERTCON   
 BL1362  ___________________________________________________________________
 BL1362  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL1362
 BL1362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1362
 BL1362.The horizontal coordinates were scaled from a topographic map and have
 BL1362.an estimated accuracy of +/- 6 seconds.
 BL1362
 BL1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1362.The vertical order pertains to the NGVD 29 superseded value.
 BL1362
 BL1362.The geoid height was determined by GEOID03.
 BL1362
 BL1362;                    North         East    Units  Estimated Accuracy
 BL1362;SPC TX C     - 3,094,070.    1,189,370.      MT  (+/- 180 meters Scaled)
 BL1362
 BL1362                          SUPERSEDED SURVEY CONTROL
 BL1362
 BL1362  NGVD 29 (??/??/92)   62.355  (m)          204.58   (f) ADJ UNCH    2 0
 BL1362
 BL1362.Superseded values are not recommended for survey control.
 BL1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1362.See file dsdata.txt to determine how the superseded data were derived.
 BL1362
 BL1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP850668(NAD 83)
 BL1362_MARKER: DB = BENCH MARK DISK
 BL1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1362_STAMPING: B 974 1947
 BL1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1362+STABILITY: SURFACE MOTION
 BL1362
 BL1362  HISTORY     - Date     Condition        Report By
 BL1362  HISTORY     - 1947     MONUMENTED       CGS
 BL1362
 BL1362                          STATION DESCRIPTION
 BL1362
 BL1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1362'11.8 MI NW FROM FOSTORIA.
 BL1362'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1362'FOSTORIA, THENCE 7.6 MILES NORTH ALONG A DIRT ROAD, THENCE 2.0 MILES
 BL1362'WEST ALONG A DIRT ROAD, 25 YARDS WEST OF GUM BRANCH CREEK, 28.0 FEET
 BL1362'SOUTH OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 14.0 FEET EAST OF
 BL1362'A 14 INCH OAK TREE, 1.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 BL1362'A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0007 ***********************************************************************
 BM0007  DESIGNATION -  B 975
 BM0007  PID         -  BM0007
 BM0007  STATE/COUNTY-  TX/MADISON
 BM0007  USGS QUAD   -  NORTH ZULCH (1989)
 BM0007
 BM0007                         *CURRENT SURVEY CONTROL
 BM0007  ___________________________________________________________________
 BM0007* NAD 83(1986)-  30 55 27.     (N)    096 06 36.     (W)     SCALED    
 BM0007* NAVD 88     -       109.48   (+/-2cm)     359.2    (feet)  VERTCON   
 BM0007  ___________________________________________________________________
 BM0007  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BM0007
 BM0007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0007
 BM0007.The horizontal coordinates were scaled from a topographic map and have
 BM0007.an estimated accuracy of +/- 6 seconds.
 BM0007
 BM0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0007.The vertical order pertains to the NGVD 29 superseded value.
 BM0007
 BM0007.The geoid height was determined by GEOID03.
 BM0007
 BM0007;                    North         East    Units  Estimated Accuracy
 BM0007;SPC TX C     - 3,147,060.    1,103,520.      MT  (+/- 180 meters Scaled)
 BM0007
 BM0007                          SUPERSEDED SURVEY CONTROL
 BM0007
 BM0007  NGVD 29 (??/??/92)  109.456  (m)          359.11   (f) ADJ UNCH    2 0
 BM0007
 BM0007.Superseded values are not recommended for survey control.
 BM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0007.See file dsdata.txt to determine how the superseded data were derived.
 BM0007
 BM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV761247(NAD 83)
 BM0007_MARKER: DB = BENCH MARK DISK
 BM0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0007_STAMPING: B 975 1947
 BM0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0007+STABILITY: SURFACE MOTION
 BM0007
 BM0007  HISTORY     - Date     Condition        Report By
 BM0007  HISTORY     - 1947     MONUMENTED       CGS
 BM0007
 BM0007                          STATION DESCRIPTION
 BM0007
 BM0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BM0007'0.5 MI N FROM NORTH ZULCH.
 BM0007'ABOUT 0.5 OF A MILE NORTH ALONG THE BURLINGTON-ROCK ISLAND RAILROAD
 BM0007'FROM THE STATION AT NORTH ZULCH.  THE MARK IS ABOUT 9 POLES NORTH OF
 BM0007'MILEPOST 152, 58 FEET EAST OF THE CENTER LINE OF A ROAD, 45 FEET WEST
 BM0007'OF AND 1 FOOT LOWER THAN THE CENTER LINE OF THE TRACK, 23 FEET NORTH
 BM0007'OF A POLE, 3 FEET EAST OF A RIGHT-OF-WAY FENCE, AND 2 FEET SOUTH OF A
 BM0007'4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 BM0007'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0958 ***********************************************************************
 BL0958  DESIGNATION -  B 976
 BL0958  PID         -  BL0958
 BL0958  STATE/COUNTY-  TX/SAN JACINTO
 BL0958  USGS QUAD   -  STALEY (1972)
 BL0958
 BL0958                         *CURRENT SURVEY CONTROL
 BL0958  ___________________________________________________________________
 BL0958* NAD 83(1986)-  30 49 30.     (N)    095 18 22.     (W)     SCALED    
 BL0958* NAVD 88     -        80.91   (+/-2cm)     265.5    (feet)  VERTCON   
 BL0958  ___________________________________________________________________
 BL0958  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL0958
 BL0958  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0958
 BL0958.The horizontal coordinates were scaled from a topographic map and have
 BL0958.an estimated accuracy of +/- 6 seconds.
 BL0958
 BL0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0958.The vertical order pertains to the NGVD 29 superseded value.
 BL0958
 BL0958.The geoid height was determined by GEOID03.
 BL0958
 BL0958;                    North         East    Units  Estimated Accuracy
 BL0958;SPC TX C     - 3,139,270.    1,180,780.      MT  (+/- 180 meters Scaled)
 BL0958
 BL0958                          SUPERSEDED SURVEY CONTROL
 BL0958
 BL0958  NGVD 29 (??/??/92)   80.924  (m)          265.50   (f) ADJ UNCH    2 0
 BL0958
 BL0958.Superseded values are not recommended for survey control.
 BL0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0958.See file dsdata.txt to determine how the superseded data were derived.
 BL0958
 BL0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ794124(NAD 83)
 BL0958_MARKER: DB = BENCH MARK DISK
 BL0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0958_STAMPING: B 976 1947
 BL0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0958+STABILITY: SURFACE MOTION
 BL0958
 BL0958  HISTORY     - Date     Condition        Report By
 BL0958  HISTORY     - 1947     MONUMENTED       CGS
 BL0958
 BL0958                          STATION DESCRIPTION
 BL0958
 BL0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0958'7.0 MI SE FROM RIVERSIDE.
 BL0958'0.4 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILWAY STATION AT
 BL0958'RIVERSIDE, THENCE 1.4 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL0958'5.2 MILES EAST ALONG A GRADED DIRT ROAD, 118 YARDS NORTH OF A FARM
 BL0958'HOUSE, ABOUT 74 YARDS NORTHEAST OF THE CENTER LINE OF AN ENTRANCE
 BL0958'LEADING TO A FARM HOUSE, 28.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BL0958'ROAD, 11.5 FEET SOUTHWEST OF A NAIL DRIVEN IN THE CENTER OF A
 BL0958'TRIANGULAR BLAZE CUT ON THE NORTHWEST SIDE OF A 12-INCH PINE TREE, 2.9
 BL0958'FEET NORTHWEST OF A FENCE, 2.5 FEET NORTHEAST OF A REFERENCE POST, SET
 BL0958'IN TOP OF A CONCRETE POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1989 ***********************************************************************
 BY1989  DESIGNATION -  B 977
 BY1989  PID         -  BY1989
 BY1989  STATE/COUNTY-  TX/HOUSTON
 BY1989  USGS QUAD   -  WELDON (1972)
 BY1989
 BY1989                         *CURRENT SURVEY CONTROL
 BY1989  ___________________________________________________________________
 BY1989* NAD 83(1986)-  31 01 17.     (N)    095 34 06.     (W)     SCALED    
 BY1989* NAVD 88     -        77.73   (+/-2cm)     255.0    (feet)  VERTCON   
 BY1989  ___________________________________________________________________
 BY1989  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1989
 BY1989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1989
 BY1989.The horizontal coordinates were scaled from a topographic map and have
 BY1989.an estimated accuracy of +/- 6 seconds.
 BY1989
 BY1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1989.The vertical order pertains to the NGVD 29 superseded value.
 BY1989
 BY1989.The geoid height was determined by GEOID03.
 BY1989
 BY1989;                    North         East    Units  Estimated Accuracy
 BY1989;SPC TX C     - 3,159,920.    1,154,780.      MT  (+/- 180 meters Scaled)
 BY1989
 BY1989                          SUPERSEDED SURVEY CONTROL
 BY1989
 BY1989  NGVD 29 (??/??/92)   77.740  (m)          255.05   (f) ADJ UNCH    2 0
 BY1989
 BY1989.Superseded values are not recommended for survey control.
 BY1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1989.See file dsdata.txt to determine how the superseded data were derived.
 BY1989
 BY1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ548348(NAD 83)
 BY1989_MARKER: DB = BENCH MARK DISK
 BY1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1989_STAMPING: B 977 1947
 BY1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1989+STABILITY: SURFACE MOTION
 BY1989
 BY1989  HISTORY     - Date     Condition        Report By
 BY1989  HISTORY     - 1947     MONUMENTED       CGS
 BY1989
 BY1989                          STATION DESCRIPTION
 BY1989
 BY1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1989'IN WELDON.
 BY1989'AT WELDON, 0.25 MILE SOUTH ALONG A DIRT ROAD FROM THE WELDON HIGH
 BY1989'SCHOOL, 230.0 FEET SOUTH OF THE SOUTH SIDE OF THE POST OFFICE, AT THE
 BY1989'JUNCTION OF A DIRT ROAD LEADING EAST, 61.0 FEET WEST SOUTHWEST OF THE
 BY1989'INTERSECTION OF THE CENTER LINES OF A NORTH-SOUTH ROAD AND A ROAD
 BY1989'LEADING EAST, 55.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 BY1989'8.0 FEET WEST OF TELEPHONE POLE NO. 1J WHICH IS AT A TELEPHONE LINE
 BY1989'CROSS JUNCTION, 1.7 FOOT NORTH OF A REFERENCE POST, SET IN A CONCRETE
 BY1989'POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1996 ***********************************************************************
 BY1996  DESIGNATION -  B 979
 BY1996  PID         -  BY1996
 BY1996  STATE/COUNTY-  TX/HOUSTON
 BY1996  USGS QUAD   -  SAND RIDGE (1972)
 BY1996
 BY1996                         *CURRENT SURVEY CONTROL
 BY1996  ___________________________________________________________________
 BY1996* NAD 83(1986)-  31 06 17.     (N)    095 38 17.     (W)     SCALED    
 BY1996* NAVD 88     -        55.52   (+/-2cm)     182.2    (feet)  VERTCON   
 BY1996  ___________________________________________________________________
 BY1996  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1996
 BY1996  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1996
 BY1996.The horizontal coordinates were scaled from a topographic map and have
 BY1996.an estimated accuracy of +/- 6 seconds.
 BY1996
 BY1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1996.The vertical order pertains to the NGVD 29 superseded value.
 BY1996
 BY1996.The geoid height was determined by GEOID03.
 BY1996
 BY1996;                    North         East    Units  Estimated Accuracy
 BY1996;SPC TX C     - 3,168,870.    1,147,740.      MT  (+/- 180 meters Scaled)
 BY1996
 BY1996                          SUPERSEDED SURVEY CONTROL
 BY1996
 BY1996  NGVD 29 (??/??/92)   55.524  (m)          182.16   (f) ADJ UNCH    2 0
 BY1996
 BY1996.Superseded values are not recommended for survey control.
 BY1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1996.See file dsdata.txt to determine how the superseded data were derived.
 BY1996
 BY1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ483442(NAD 83)
 BY1996_MARKER: DB = BENCH MARK DISK
 BY1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1996_STAMPING: B 979 1947
 BY1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1996+STABILITY: SURFACE MOTION
 BY1996
 BY1996  HISTORY     - Date     Condition        Report By
 BY1996  HISTORY     - 1947     MONUMENTED       CGS
 BY1996  HISTORY     - 1965     GOOD             USGS
 BY1996
 BY1996                          STATION DESCRIPTION
 BY1996
 BY1996'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BY1996'3.4 MI SE FROM MAPLETON.
 BY1996'TO REACH FROM HWY. 21 AT MAPLETON, GO 3.4 MILES SE ALONG A GRADED DIRT
 BY1996'ROAD TO THE JCT. OF RDS. AT THE COMMUNITY OF VISTULA.  236.0 FEET W.
 BY1996'OF THE JCT., 175.0 FEET EAST OF AND ACROSS THE ROAD FROM A LONE 3 FOOT
 BY1996'OAK TREE WHICH IS ON THE ROW, 24.0 FEET S. OF THE CENTER OF THE E-W
 BY1996'ROAD, 1.2 FEET E. OF A REFERENCE POST, SET IN A CONCRETE POST AT THE
 BY1996'TOP OF A HILL, ABOUT THE SAME ELEV. AS THE ROAD AND PROJECTING 0.2
 BY1996'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0015 ***********************************************************************
 DN0015  DESIGNATION -  B 98
 DN0015  PID         -  DN0015
 DN0015  STATE/COUNTY-  TX/GRAYSON
 DN0015  USGS QUAD   -  AMBROSE (1984)
 DN0015
 DN0015                         *CURRENT SURVEY CONTROL
 DN0015  ___________________________________________________________________
 DN0015* NAD 83(1986)-  33 42 40.     (N)    096 28 28.     (W)     SCALED    
 DN0015* NAVD 88     -       167.643  (meters)     550.01   (feet)  ADJUSTED  
 DN0015  ___________________________________________________________________
 DN0015  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DN0015  DYNAMIC HT  -         167.465 (meters)     549.42  (feet)  COMP
 DN0015  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DN0015
 DN0015  VERT ORDER  -  FIRST     CLASS II
 DN0015
 DN0015.The horizontal coordinates were scaled from a topographic map and have
 DN0015.an estimated accuracy of +/- 6 seconds.
 DN0015
 DN0015.The orthometric height was determined by differential leveling
 DN0015.and adjusted by the National Geodetic Survey in June 1991..
 DN0015
 DN0015.The geoid height was determined by GEOID03.
 DN0015
 DN0015.The dynamic height is computed by dividing the NAVD 88
 DN0015.geopotential number by the normal gravity value computed on the
 DN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0015.degrees latitude (g = 980.6199 gals.).
 DN0015
 DN0015.The modeled gravity was interpolated from observed gravity values.
 DN0015
 DN0015;                    North         East    Units  Estimated Accuracy
 DN0015;SPC TXNC     - 2,228,520.      787,740.      MT  (+/- 180 meters Scaled)
 DN0015
 DN0015                          SUPERSEDED SURVEY CONTROL
 DN0015
 DN0015  NGVD 29 (??/??/92)  167.634  (m)          549.98   (f) ADJ UNCH    1 2
 DN0015
 DN0015.Superseded values are not recommended for survey control.
 DN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0015.See file dsdata.txt to determine how the superseded data were derived.
 DN0015
 DN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC340329(NAD 83)
 DN0015_MARKER: DB = BENCH MARK DISK
 DN0015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0015_SP_SET: HEADWALL
 DN0015_STAMPING: B 98 1933 549.979
 DN0015_MARK LOGO: CGS   
 DN0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0015+STABILITY: SURFACE MOTION
 DN0015
 DN0015  HISTORY     - Date     Condition        Report By
 DN0015  HISTORY     - 1933     MONUMENTED       CGS
 DN0015  HISTORY     - 1942     GOOD             NGS
 DN0015  HISTORY     - 1986     GOOD             NGS
 DN0015
 DN0015                          STATION DESCRIPTION
 DN0015
 DN0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0015'5.0 MI SE FROM DENISON.
 DN0015'5.0 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0015'FROM DENISON, GRAYSON COUNTY, 6-1/2 POLES WEST OF THE SIGNBOARD AT
 DN0015'BONA, 2-1/4 POLES WEST OF MILEPOST 666, 40 FEET NORTH OF THE MAIN
 DN0015'TRACK, AT A CONCRETE CULVERT, AND IN THE TOP OF THE EAST END OF THE
 DN0015'NORTH HEADWALL.  A STANDARD DISK, STAMPED 549.979 B 98 1933.
 DN0015
 DN0015                          STATION RECOVERY (1942)
 DN0015
 DN0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 DN0015'RECOVERED IN GOOD CONDITION.
 DN0015
 DN0015                          STATION RECOVERY (1986)
 DN0015
 DN0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0015'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.7 KM (6.05
 DN0015'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION WITH FARM
 DN0015'ROAD 120 IN DENISON, THENCE 2.3 KM (1.45 MI) NORTHERLY ALONG NORTH
 DN0015'STARR ROAD, IN THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF
 DN0015'A BY 6 FT CULVERT UNDER THE MISSOURI KANSAS TEXAS RAILROAD, 90.8 M
 DN0015'(297.9 FT) SOUTHEAST OF THE CENTER OF THE ROAD, AND 12.3 M (40.4 F
 DN0015'NORTHEAST OF THE NEAR RAIL.
 DN0015'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1330 ***********************************************************************
 BL1330  DESIGNATION -  B 980
 BL1330  PID         -  BL1330
 BL1330  STATE/COUNTY-  TX/SAN JACINTO
 BL1330  USGS QUAD   -  CAMILLA (1997)
 BL1330
 BL1330                         *CURRENT SURVEY CONTROL
 BL1330  ___________________________________________________________________
 BL1330* NAD 83(1986)-  30 30 07.     (N)    095 05 34.     (W)     SCALED    
 BL1330* NAVD 88     -        80.83   (+/-2cm)     265.2    (feet)  VERTCON   
 BL1330  ___________________________________________________________________
 BL1330  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1330
 BL1330  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1330
 BL1330.The horizontal coordinates were scaled from a topographic map and have
 BL1330.an estimated accuracy of +/- 6 seconds.
 BL1330
 BL1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1330.The vertical order pertains to the NGVD 29 superseded value.
 BL1330
 BL1330.The geoid height was determined by GEOID03.
 BL1330
 BL1330;                    North         East    Units  Estimated Accuracy
 BL1330;SPC TX C     - 3,104,440.    1,202,850.      MT  (+/- 180 meters Scaled)
 BL1330
 BL1330                          SUPERSEDED SURVEY CONTROL
 BL1330
 BL1330  NGVD 29 (??/??/92)   80.831  (m)          265.19   (f) ADJ UNCH    2 0
 BL1330
 BL1330.Superseded values are not recommended for survey control.
 BL1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1330.See file dsdata.txt to determine how the superseded data were derived.
 BL1330
 BL1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP991762(NAD 83)
 BL1330_MARKER: DB = BENCH MARK DISK
 BL1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1330_STAMPING: B 980 1947
 BL1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1330+STABILITY: SURFACE MOTION
 BL1330
 BL1330  HISTORY     - Date     Condition        Report By
 BL1330  HISTORY     - 1947     MONUMENTED       CGS
 BL1330
 BL1330                          STATION DESCRIPTION
 BL1330
 BL1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1330'6.9 MI W FROM SHEPHERD.
 BL1330'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1330'SHEPHERD, THENCE 2.2 MILES SOUTHWEST ALONG SAM HOUSTON NATIONAL FOREST
 BL1330'HIGHWAY 217, 0.7 MILE SOUTHWEST OF A BRIDGE OVER BIG CREEK, 0.6 MILE
 BL1330'NORTHEAST OF THE INTERSECTION OF SAM HOUSTON NATIONAL FOREST HIGHWAYS
 BL1330'217 AND 221, 95.0 FEET NORTHEAST OF A 12 INCH MAGNOLIA TREE, 63.8 FEET
 BL1330'SOUTHWEST OF A TELEPHONE POLE, 26.0 FEET SOUTHEAST OF AND LEVEL WITH
 BL1330'THE CENTER LINE OF THE HIGHWAY, 9.0 FEET NORTH OF A TRIANGULAR BLAZED
 BL1330'10 INCH PINE TREE, 1.7 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 BL1330'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BL1330'NOTE-- GRADING OF A DRAINAGE DITCH ALONG THE ROAD.  THE WITNESS POST
 BL1330'WAS FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0552 ***********************************************************************
 BL0552  DESIGNATION -  B 981
 BL0552  PID         -  BL0552
 BL0552  STATE/COUNTY-  TX/POLK
 BL0552  USGS QUAD   -  GOODRICH (1984)
 BL0552
 BL0552                         *CURRENT SURVEY CONTROL
 BL0552  ___________________________________________________________________
 BL0552* NAD 83(1986)-  30 36 51.     (N)    094 56 56.     (W)     SCALED    
 BL0552* NAVD 88     -        33.35   (+/-2cm)     109.4    (feet)  VERTCON   
 BL0552  ___________________________________________________________________
 BL0552  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0552
 BL0552  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0552
 BL0552.The horizontal coordinates were scaled from a topographic map and have
 BL0552.an estimated accuracy of +/- 6 seconds.
 BL0552
 BL0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0552.The vertical order pertains to the NGVD 29 superseded value.
 BL0552
 BL0552.The geoid height was determined by GEOID03.
 BL0552
 BL0552;                    North         East    Units  Estimated Accuracy
 BL0552;SPC TX C     - 3,117,530.    1,216,050.      MT  (+/- 180 meters Scaled)
 BL0552
 BL0552                          SUPERSEDED SURVEY CONTROL
 BL0552
 BL0552  NGVD 29 (??/??/92)   33.366  (m)          109.47   (f) ADJ UNCH    2 0
 BL0552
 BL0552.Superseded values are not recommended for survey control.
 BL0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0552.See file dsdata.txt to determine how the superseded data were derived.
 BL0552
 BL0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP131884(NAD 83)
 BL0552_MARKER: DB = BENCH MARK DISK
 BL0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0552_STAMPING: B 981 1947
 BL0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0552+STABILITY: SURFACE MOTION
 BL0552
 BL0552  HISTORY     - Date     Condition        Report By
 BL0552  HISTORY     - 1947     MONUMENTED       CGS
 BL0552  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0552  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 BL0552  HISTORY     - 20050708 MARK NOT FOUND   USPSQD
 BL0552
 BL0552                          STATION DESCRIPTION
 BL0552
 BL0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0552'0.7 MI N FROM GOODRICH.
 BL0552'0.7 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0552'STATION AT GOODRICH, AT A ROAD CROSSING, 2 1/2 POLES NORTH OF MILEPOST
 BL0552'64, 55.4 FEET WEST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 BL0552'RAILROAD, 35.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 19.2 FEET
 BL0552'SOUTHEAST OF THE SOUTHERNMOST OF TWO LARGE PINE TREES, 2.0 FEET EAST
 BL0552'OF THE RIGHT OF WAY FENCE, 1.5 FEET NORTH OF A WITNESS POST, SET IN
 BL0552'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BL0552
 BL0552                          STATION RECOVERY (1997)
 BL0552
 BL0552'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0552'MARK NOT FOUND.
 BL0552
 BL0552                          STATION RECOVERY (2004)
 BL0552
 BL0552'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0552'MARK NOT FOUND.
 BL0552
 BL0552                          STATION RECOVERY (2005)
 BL0552
 BL0552'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1003 ***********************************************************************
 BL1003  DESIGNATION -  B 982 RESET 1966
 BL1003  PID         -  BL1003
 BL1003  STATE/COUNTY-  TX/SAN JACINTO
 BL1003  USGS QUAD   -  OAKHURST (1972)
 BL1003
 BL1003                         *CURRENT SURVEY CONTROL
 BL1003  ___________________________________________________________________
 BL1003* NAD 83(1986)-  30 42 45.     (N)    095 19 16.     (W)     SCALED    
 BL1003* NAVD 88     -       101.69   (+/-2cm)     333.6    (feet)  VERTCON   
 BL1003  ___________________________________________________________________
 BL1003  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL1003
 BL1003  VERT ORDER  -  THIRD (See Below)
 BL1003
 BL1003.The horizontal coordinates were scaled from a topographic map and have
 BL1003.an estimated accuracy of +/- 6 seconds.
 BL1003
 BL1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1003.The vertical order pertains to the NGVD 29 superseded value.
 BL1003
 BL1003.The geoid height was determined by GEOID03.
 BL1003
 BL1003;                    North         East    Units  Estimated Accuracy
 BL1003;SPC TX C     - 3,126,750.    1,179,910.      MT  (+/- 180 meters Scaled)
 BL1003
 BL1003                          SUPERSEDED SURVEY CONTROL
 BL1003
 BL1003  NGVD 29 (01/29/03)  101.70   (m)          333.7    (f) RESET       3  
 BL1003
 BL1003.Superseded values are not recommended for survey control.
 BL1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1003.See file dsdata.txt to determine how the superseded data were derived.
 BL1003
 BL1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ777000(NAD 83)
 BL1003_MARKER: DB = BENCH MARK DISK
 BL1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1003_STAMPING: B 982 RESET 1966
 BL1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1003+STABILITY: SURFACE MOTION
 BL1003
 BL1003  HISTORY     - Date     Condition        Report By
 BL1003  HISTORY     - 1966     MONUMENTED       CGS
 BL1003
 BL1003                          STATION DESCRIPTION
 BL1003
 BL1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BL1003'2.15 MI S FROM OAKHURST.
 BL1003'0.95 MILE SOUTHEAST ALONG F.M. HIGHWAY 946 FROM THE POST OFFICE IN
 BL1003'OAKHURST, THENCE 1.2 MILES SOUTHWEST ALONG F.M. HIGHWAY 3018 TO SITE
 BL1003'OF BENCH MARK, 52 FEET SOUTHEAST AND ABOUT LEVEL WITH THE HIGHWAY
 BL1003'CENTER LINE, 24 FEET NORTH OF A LEANING OAK TREE, 60 FEET SOUTHWEST OF
 BL1003'ANOTHER LEANING OAK TREE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND AT
 BL1003'TEXAS HIGHWAY DEPARTMENT BASE STATION 62 + 76.  A C AND GS BENCH MARK
 BL1003'DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES
 BL1003'ABOVE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1785 ***********************************************************************
 BL1785  DESIGNATION -  B 984
 BL1785  PID         -  BL1785
 BL1785  STATE/COUNTY-  TX/WALKER
 BL1785  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1785
 BL1785                         *CURRENT SURVEY CONTROL
 BL1785  ___________________________________________________________________
 BL1785* NAD 83(1986)-  30 50 41.     (N)    095 37 24.     (W)     SCALED    
 BL1785* NAVD 88     -        80.62   (+/-2cm)     264.5    (feet)  VERTCON   
 BL1785  ___________________________________________________________________
 BL1785  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BL1785
 BL1785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1785
 BL1785.The horizontal coordinates were scaled from a topographic map and have
 BL1785.an estimated accuracy of +/- 6 seconds.
 BL1785
 BL1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1785.The vertical order pertains to the NGVD 29 superseded value.
 BL1785
 BL1785.The geoid height was determined by GEOID03.
 BL1785
 BL1785;                    North         East    Units  Estimated Accuracy
 BL1785;SPC TX C     - 3,140,130.    1,150,370.      MT  (+/- 180 meters Scaled)
 BL1785
 BL1785                          SUPERSEDED SURVEY CONTROL
 BL1785
 BL1785  NGVD 29 (??/??/92)   80.623  (m)          264.51   (f) ADJ UNCH    2 0
 BL1785
 BL1785.Superseded values are not recommended for survey control.
 BL1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1785.See file dsdata.txt to determine how the superseded data were derived.
 BL1785
 BL1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ491153(NAD 83)
 BL1785_MARKER: DB = BENCH MARK DISK
 BL1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1785_STAMPING: B 984 1947
 BL1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1785+STABILITY: SURFACE MOTION
 BL1785
 BL1785  HISTORY     - Date     Condition        Report By
 BL1785  HISTORY     - 1947     MONUMENTED       CGS
 BL1785  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1785
 BL1785                          STATION DESCRIPTION
 BL1785
 BL1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1785'10.1 MI NW FROM HUNTSVILLE.
 BL1785'10.1 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1785'AT HUNTSVILLE, AT THE JUNCTION WITH A DIRT ROAD LEADING NORTH, 64 FEET
 BL1785'NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 54 FEET EAST OF THE
 BL1785'CENTER LINE OF THE ROAD LEADING NORTH, 13 FEET NORTHEAST OF THE
 BL1785'NORTHEAST RIGHT OF WAY FENCE OF THE MAIN ROAD, 4 FEET WEST OF THE EAST
 BL1785'RIGHT OF WAY FENCE OF THE ROAD LEADING NORTH, 2 FEET EAST OF A 4X4
 BL1785'MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 BL1785'ABOVE THE GROUND.
 BL1785
 BL1785                          STATION RECOVERY (1996)
 BL1785
 BL1785'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1081 ***********************************************************************
 BL1081  DESIGNATION -  B 985
 BL1081  PID         -  BL1081
 BL1081  STATE/COUNTY-  TX/SAN JACINTO
 BL1081  USGS QUAD   -  MAYNARD (1997)
 BL1081
 BL1081                         *CURRENT SURVEY CONTROL
 BL1081  ___________________________________________________________________
 BL1081* NAD 83(1986)-  30 36 27.     (N)    095 19 30.     (W)     SCALED    
 BL1081* NAVD 88     -        99.17   (+/-2cm)     325.4    (feet)  VERTCON   
 BL1081  ___________________________________________________________________
 BL1081  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL1081
 BL1081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1081
 BL1081.The horizontal coordinates were scaled from a topographic map and have
 BL1081.an estimated accuracy of +/- 6 seconds.
 BL1081
 BL1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1081.The vertical order pertains to the NGVD 29 superseded value.
 BL1081
 BL1081.The geoid height was determined by GEOID03.
 BL1081
 BL1081;                    North         East    Units  Estimated Accuracy
 BL1081;SPC TX C     - 3,115,110.    1,180,060.      MT  (+/- 180 meters Scaled)
 BL1081
 BL1081                          SUPERSEDED SURVEY CONTROL
 BL1081
 BL1081  NGVD 29 (??/??/92)   99.178  (m)          325.39   (f) ADJ UNCH    2 0
 BL1081
 BL1081.Superseded values are not recommended for survey control.
 BL1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1081.See file dsdata.txt to determine how the superseded data were derived.
 BL1081
 BL1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP771884(NAD 83)
 BL1081_MARKER: DB = BENCH MARK DISK
 BL1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1081_STAMPING: B 985 1947
 BL1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1081+STABILITY: SURFACE MOTION
 BL1081
 BL1081  HISTORY     - Date     Condition        Report By
 BL1081  HISTORY     - 1947     MONUMENTED       CGS
 BL1081
 BL1081                          STATION DESCRIPTION
 BL1081
 BL1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1081'8.3 MI NW FROM EVERGREEN.
 BL1081'2.8 MILES WEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1081'EVERGREEN, THENCE 4.5 MILES NORTHWEST ALONG SAM HOUSTON NATIONAL
 BL1081'FOREST HIGHWAY 202, HOUSTON NATIONAL FOREST HIGHWAY 202, 27.0 FEET
 BL1081'EAST OF THE CENTER LINE OF THE HIGHWAY, 26.0 FEET SOUTH OF A 16 INCH
 BL1081'PINE TREE WITH SPIKES FOR CLIMBING, 24.0 FEET SOUTHWEST OF A 14 INCH
 BL1081'PINE TREE, 20.0 FEET NORTH OF A 12 INCH GUM TREE, 2.0 FEET NORTH OF A
 BL1081'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL1081'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1066 ***********************************************************************
 BL1066  DESIGNATION -  B 986
 BL1066  PID         -  BL1066
 BL1066  STATE/COUNTY-  TX/SAN JACINTO
 BL1066  USGS QUAD   -  BLANCHARD (1972)
 BL1066
 BL1066                         *CURRENT SURVEY CONTROL
 BL1066  ___________________________________________________________________
 BL1066* NAD 83(1986)-  30 39 20.     (N)    095 04 46.     (W)     SCALED    
 BL1066* NAVD 88     -        29.55   (+/-2cm)      96.9    (feet)  VERTCON   
 BL1066  ___________________________________________________________________
 BL1066  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1066
 BL1066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1066
 BL1066.The horizontal coordinates were scaled from a topographic map and have
 BL1066.an estimated accuracy of +/- 6 seconds.
 BL1066
 BL1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1066.The vertical order pertains to the NGVD 29 superseded value.
 BL1066
 BL1066.The geoid height was determined by GEOID03.
 BL1066
 BL1066;                    North         East    Units  Estimated Accuracy
 BL1066;SPC TX C     - 3,121,510.    1,203,330.      MT  (+/- 180 meters Scaled)
 BL1066
 BL1066                          SUPERSEDED SURVEY CONTROL
 BL1066
 BL1066  NGVD 29 (??/??/92)   29.566  (m)           97.00   (f) ADJ UNCH    2 0
 BL1066
 BL1066.Superseded values are not recommended for survey control.
 BL1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1066.See file dsdata.txt to determine how the superseded data were derived.
 BL1066
 BL1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP007932(NAD 83)
 BL1066_MARKER: DB = BENCH MARK DISK
 BL1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1066_STAMPING: B 986 1947
 BL1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1066+STABILITY: SURFACE MOTION
 BL1066
 BL1066  HISTORY     - Date     Condition        Report By
 BL1066  HISTORY     - 1947     MONUMENTED       CGS
 BL1066
 BL1066                          STATION DESCRIPTION
 BL1066
 BL1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1066'7.1 MI N FROM COLDSPRING.
 BL1066'0.2 MILE EAST ALONG A GRADED DIRT ROAD FROM THE COURTHOUSE AT
 BL1066'COLDSPRING, THENCE 6.9 MILES NORTH ALONG A GRADED DIRT ROAD, 92.0 FEET
 BL1066'EAST OF A FENCE CORNER, 42.1 FEET NORTHWEST OF A 15 INCH OAK TREE,
 BL1066'26.9 FEET NORTHEAST OF A 12 INCH OAK TREE, 21.5 FEET SOUTHWEST OF AND
 BL1066'LEVEL WITH THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A FENCE, 1.5
 BL1066'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1066'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0990 ***********************************************************************
 BL0990  DESIGNATION -  B 987
 BL0990  PID         -  BL0990
 BL0990  STATE/COUNTY-  TX/SAN JACINTO
 BL0990  USGS QUAD   -  STEPHEN CREEK (1972)
 BL0990
 BL0990                         *CURRENT SURVEY CONTROL
 BL0990  ___________________________________________________________________
 BL0990* NAD 83(1986)-  30 44 54.     (N)    095 13 45.     (W)     SCALED    
 BL0990* NAVD 88     -        62.34   (+/-2cm)     204.5    (feet)  VERTCON   
 BL0990  ___________________________________________________________________
 BL0990  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BL0990
 BL0990  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0990
 BL0990.The horizontal coordinates were scaled from a topographic map and have
 BL0990.an estimated accuracy of +/- 6 seconds.
 BL0990
 BL0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0990.The vertical order pertains to the NGVD 29 superseded value.
 BL0990
 BL0990.The geoid height was determined by GEOID03.
 BL0990
 BL0990;                    North         East    Units  Estimated Accuracy
 BL0990;SPC TX C     - 3,131,120.    1,188,520.      MT  (+/- 180 meters Scaled)
 BL0990
 BL0990                          SUPERSEDED SURVEY CONTROL
 BL0990
 BL0990  NGVD 29 (??/??/92)   62.355  (m)          204.58   (f) ADJ UNCH    2 0
 BL0990
 BL0990.Superseded values are not recommended for survey control.
 BL0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0990.See file dsdata.txt to determine how the superseded data were derived.
 BL0990
 BL0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ866038(NAD 83)
 BL0990_MARKER: DB = BENCH MARK DISK
 BL0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0990_STAMPING: B 987 1947
 BL0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0990+STABILITY: SURFACE MOTION
 BL0990
 BL0990  HISTORY     - Date     Condition        Report By
 BL0990  HISTORY     - 1947     MONUMENTED       CGS
 BL0990
 BL0990                          STATION DESCRIPTION
 BL0990
 BL0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0990'1.0 MI W FROM POINT BLANK.
 BL0990'1.0 MILE WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT POINT
 BL0990'BLANK, 69 YARDS NORTHWEST OF A FARMHOUSE, 43.4 FEET SOUTH OF AND LEVEL
 BL0990'WITH THE CENTER LINE OF THE HIGHWAY, 15.1 FEET NORTHWEST OF A 14 INCH
 BL0990'OAK TREE, 12.5 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST,
 BL0990'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 BL0990'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1796 ***********************************************************************
 BL1796  DESIGNATION -  B 988
 BL1796  PID         -  BL1796
 BL1796  STATE/COUNTY-  TX/WALKER
 BL1796  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1796
 BL1796                         *CURRENT SURVEY CONTROL
 BL1796  ___________________________________________________________________
 BL1796* NAD 83(1986)-  30 45 13.     (N)    095 32 59.     (W)     SCALED    
 BL1796* NAVD 88     -        85.14   (+/-2cm)     279.3    (feet)  VERTCON   
 BL1796  ___________________________________________________________________
 BL1796  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL1796
 BL1796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1796
 BL1796.The horizontal coordinates were scaled from a topographic map and have
 BL1796.an estimated accuracy of +/- 6 seconds.
 BL1796
 BL1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1796.The vertical order pertains to the NGVD 29 superseded value.
 BL1796
 BL1796.The geoid height was determined by GEOID03.
 BL1796
 BL1796;                    North         East    Units  Estimated Accuracy
 BL1796;SPC TX C     - 3,130,340.    1,157,840.      MT  (+/- 180 meters Scaled)
 BL1796
 BL1796                          SUPERSEDED SURVEY CONTROL
 BL1796
 BL1796  NGVD 29 (??/??/92)   85.139  (m)          279.33   (f) ADJ UNCH    2 0
 BL1796
 BL1796.Superseded values are not recommended for survey control.
 BL1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1796.See file dsdata.txt to determine how the superseded data were derived.
 BL1796
 BL1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ559050(NAD 83)
 BL1796_MARKER: DB = BENCH MARK DISK
 BL1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1796_STAMPING: B 988 1947
 BL1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1796+STABILITY: SURFACE MOTION
 BL1796
 BL1796  HISTORY     - Date     Condition        Report By
 BL1796  HISTORY     - 1947     MONUMENTED       CGS
 BL1796  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1796
 BL1796                          STATION DESCRIPTION
 BL1796
 BL1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1796'1.8 MI N FROM HUNTSVILLE.
 BL1796'1.8 MILE NORTH ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL AT
 BL1796'HUNTSVILLE, AT THE JUNCTION OF A GRAVEL AND DIRT ROAD LEADING NORTH
 BL1796'AND A DIRT ROAD LEADING WEST, 78.0 FEET NORTHWEST OF THE INTERSECTION
 BL1796'OF THE CENTER LINES OF THE FARM TO MARKET ROAD AND THE GRAVEL AND DIRT
 BL1796'ROAD WHICH LEADS NORTH, 29.0 FEET SOUTH OF THE CENTER OF THE DIRT ROAD
 BL1796'LEADING WEST, 15.0 FEET SOUTH OF A FENCE CORNER POST, 3.0 FEET WEST OF
 BL1796'THE WEST RIGHT OF WAY FENCE, 3.0 FEET NORTH OF A REFERENCE POST, SET
 BL1796'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 BL1796'0.4 FOOT.
 BL1796
 BL1796                          STATION RECOVERY (1996)
 BL1796
 BL1796'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1094 ***********************************************************************
 BL1094  DESIGNATION -  B 989
 BL1094  PID         -  BL1094
 BL1094  STATE/COUNTY-  TX/WALKER
 BL1094  USGS QUAD   -  NEW WAVERLY (1976)
 BL1094
 BL1094                         *CURRENT SURVEY CONTROL
 BL1094  ___________________________________________________________________
 BL1094* NAD 83(1986)-  30 36 47.     (N)    095 23 27.     (W)     SCALED    
 BL1094* NAVD 88     -        93.91   (+/-2cm)     308.1    (feet)  VERTCON   
 BL1094  ___________________________________________________________________
 BL1094  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL1094
 BL1094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1094
 BL1094.The horizontal coordinates were scaled from a topographic map and have
 BL1094.an estimated accuracy of +/- 6 seconds.
 BL1094
 BL1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1094.The vertical order pertains to the NGVD 29 superseded value.
 BL1094
 BL1094.The geoid height was determined by GEOID03.
 BL1094
 BL1094;                    North         East    Units  Estimated Accuracy
 BL1094;SPC TX C     - 3,115,440.    1,173,720.      MT  (+/- 180 meters Scaled)
 BL1094
 BL1094                          SUPERSEDED SURVEY CONTROL
 BL1094
 BL1094  NGVD 29 (??/??/92)   93.916  (m)          308.12   (f) ADJ UNCH    2 0
 BL1094
 BL1094.Superseded values are not recommended for survey control.
 BL1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1094.See file dsdata.txt to determine how the superseded data were derived.
 BL1094
 BL1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP708891(NAD 83)
 BL1094_MARKER: DB = BENCH MARK DISK
 BL1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1094_STAMPING: B 989 1947
 BL1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1094+STABILITY: SURFACE MOTION
 BL1094
 BL1094  HISTORY     - Date     Condition        Report By
 BL1094  HISTORY     - 1947     MONUMENTED       CGS
 BL1094
 BL1094                          STATION DESCRIPTION
 BL1094
 BL1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1094'9.2 MI NE FROM NEW WAVERLY.
 BL1094'0.1 MILE WEST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT NEW
 BL1094'WAVERLY, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 75, THENCE 0.6 MILE
 BL1094'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A
 BL1094'GRADED DIRT ROAD TO A ROAD JUNCTION, THENCE 2.0 MILES NORTHEAST ALONG
 BL1094'A GRADED DIRT ROAD TO A CROSS ROADS, THENCE 3.7 MILES NORTHEAST ALONG
 BL1094'A GRADED DIRT ROAD, THENCE 0.3 MILE NORTHWEST ALONG A GRADED DIRT
 BL1094'ROAD, 78 YARDS NORTH OF A FARMHOUSE, 50 YARDS SOUTHEAST OF A WOODEN
 BL1094'BRIDGE, 24.0 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1094'ROAD, 23.0 FEET NORTHWEST OF A 14 INCH PINE TREE, 11.0 FEET SOUTH OF A
 BL1094'FENCE CORNER, 2.0 FEET SOUTHWEST OF A WITNESS POST, 1.0 FOOT EAST OF A
 BL1094'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 BL1094'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0529 ***********************************************************************
 BY0529  DESIGNATION -  B 99
 BY0529  PID         -  BY0529
 BY0529  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0529  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0529
 BY0529                         *CURRENT SURVEY CONTROL
 BY0529  ___________________________________________________________________
 BY0529* NAD 83(1986)-  31 13 06.     (N)    094 15 40.     (W)     SCALED    
 BY0529* NAVD 88     -        72.36   (+/-2cm)     237.4    (feet)  VERTCON   
 BY0529  ___________________________________________________________________
 BY0529  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BY0529
 BY0529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0529
 BY0529.The horizontal coordinates were scaled from a topographic map and have
 BY0529.an estimated accuracy of +/- 6 seconds.
 BY0529
 BY0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0529.The vertical order pertains to the NGVD 29 superseded value.
 BY0529
 BY0529.The geoid height was determined by GEOID03.
 BY0529
 BY0529;                    North         East    Units  Estimated Accuracy
 BY0529;SPC TX C     - 3,187,800.    1,278,250.      MT  (+/- 180 meters Scaled)
 BY0529
 BY0529                          SUPERSEDED SURVEY CONTROL
 BY0529
 BY0529  NGVD 29 (??/??/92)   72.378  (m)          237.46   (f) ADJ UNCH    2 0
 BY0529
 BY0529.Superseded values are not recommended for survey control.
 BY0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0529.See file dsdata.txt to determine how the superseded data were derived.
 BY0529
 BY0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ798544(NAD 83)
 BY0529_MARKER: DB = BENCH MARK DISK
 BY0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0529_STAMPING: B 99 1952
 BY0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0529+STABILITY: SURFACE MOTION
 BY0529
 BY0529  HISTORY     - Date     Condition        Report By
 BY0529  HISTORY     - 1952     MONUMENTED       CGS
 BY0529
 BY0529                          STATION DESCRIPTION
 BY0529
 BY0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0529'12.2 MI NE FROM ZAVALLA.
 BY0529'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0529'ZAVALLA, THENCE 2.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, ON TOP
 BY0529'OF A HILL, 40 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 26.6 FEET
 BY0529'NORTH OF A 32 INCH OAK TREE, 11 FEET SOUTH OF A 14 INCH PINE TREE, 1
 BY0529'FOOT SOUTH OF A WITNESS POST, 0.1 MILE NORTHWEST OF A WOODS ROAD
 BY0529'LEADING NORTH, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BY0529'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0935 ***********************************************************************
 CR0935  DESIGNATION -  B 990
 CR0935  PID         -  CR0935
 CR0935  STATE/COUNTY-  TX/VAN ZANDT
 CR0935  USGS QUAD   -  VAN (1981)
 CR0935
 CR0935                         *CURRENT SURVEY CONTROL
 CR0935  ___________________________________________________________________
 CR0935* NAD 83(1986)-  32 31 42.     (N)    095 42 40.     (W)     SCALED    
 CR0935* NAVD 88     -       156.720  (meters)     514.17   (feet)  ADJUSTED  
 CR0935  ___________________________________________________________________
 CR0935  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CR0935  DYNAMIC HT  -         156.540 (meters)     513.58  (feet)  COMP
 CR0935  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 CR0935
 CR0935  VERT ORDER  -  SECOND    CLASS 0
 CR0935
 CR0935.The horizontal coordinates were scaled from a topographic map and have
 CR0935.an estimated accuracy of +/- 6 seconds.
 CR0935
 CR0935.The orthometric height was determined by differential leveling
 CR0935.and adjusted by the National Geodetic Survey in June 1991..
 CR0935
 CR0935.The geoid height was determined by GEOID03.
 CR0935
 CR0935.The dynamic height is computed by dividing the NAVD 88
 CR0935.geopotential number by the normal gravity value computed on the
 CR0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0935.degrees latitude (g = 980.6199 gals.).
 CR0935
 CR0935.The modeled gravity was interpolated from observed gravity values.
 CR0935
 CR0935;                    North         East    Units  Estimated Accuracy
 CR0935;SPC TXNC     - 2,099,030.      861,960.      MT  (+/- 180 meters Scaled)
 CR0935
 CR0935                          SUPERSEDED SURVEY CONTROL
 CR0935
 CR0935  NGVD 29 (??/??/92)  156.737  (m)          514.23   (f) ADJ UNCH    2 0
 CR0935
 CR0935.Superseded values are not recommended for survey control.
 CR0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0935.See file dsdata.txt to determine how the superseded data were derived.
 CR0935
 CR0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS453022(NAD 83)
 CR0935_MARKER: DB = BENCH MARK DISK
 CR0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0935_STAMPING: B 990 1948
 CR0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0935+STABILITY: SURFACE MOTION
 CR0935
 CR0935  HISTORY     - Date     Condition        Report By
 CR0935  HISTORY     - 1948     MONUMENTED       CGS
 CR0935  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0935  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0935  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 CR0935
 CR0935                          STATION DESCRIPTION
 CR0935
 CR0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0935'1.9 MI NE FROM COLFAX.
 CR0935'0.1 MILE EAST ALONG A DIRT STREET FROM THE METHODIST CHURCH AT COLFAX,
 CR0935'THENCE 1.8 MILES NORTHEAST ALONG A GRAVELED ROAD, AT A ROAD JUNCTION,
 CR0935'99.0 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD, 26.0 FEET
 CR0935'WEST OF THE CENTER LINE OF A DIRT ROAD LEADING EAST, 1.7 FEET WEST OF
 CR0935'A REFERENCE POST, 0.7 FOOT NORTH OF A FENCE, SET IN THE TOP OF A
 CR0935'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0935
 CR0935                          STATION RECOVERY (1995)
 CR0935
 CR0935'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0935'MARK NOT FOUND.
 CR0935
 CR0935                          STATION RECOVERY (2004)
 CR0935
 CR0935'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0935'MARK NOT FOUND.
 CR0935
 CR0935                          STATION RECOVERY (2005)
 CR0935
 CR0935'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0490 ***********************************************************************
 CR0490  DESIGNATION -  B 991
 CR0490  PID         -  CR0490
 CR0490  STATE/COUNTY-  TX/HENDERSON
 CR0490  USGS QUAD   -  CHANDLER (1973)
 CR0490
 CR0490                         *CURRENT SURVEY CONTROL
 CR0490  ___________________________________________________________________
 CR0490* NAD 83(1986)-  32 20 25.     (N)    095 29 39.     (W)     SCALED    
 CR0490* NAVD 88     -       167.230  (meters)     548.65   (feet)  ADJUSTED  
 CR0490  ___________________________________________________________________
 CR0490  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CR0490  DYNAMIC HT  -         167.035 (meters)     548.01  (feet)  COMP
 CR0490  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 CR0490
 CR0490  VERT ORDER  -  SECOND    CLASS 0
 CR0490
 CR0490.The horizontal coordinates were scaled from a topographic map and have
 CR0490.an estimated accuracy of +/- 6 seconds.
 CR0490
 CR0490.The orthometric height was determined by differential leveling
 CR0490.and adjusted by the National Geodetic Survey in June 1991..
 CR0490
 CR0490.The geoid height was determined by GEOID03.
 CR0490
 CR0490.The dynamic height is computed by dividing the NAVD 88
 CR0490.geopotential number by the normal gravity value computed on the
 CR0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0490.degrees latitude (g = 980.6199 gals.).
 CR0490
 CR0490.The modeled gravity was interpolated from observed gravity values.
 CR0490
 CR0490;                    North         East    Units  Estimated Accuracy
 CR0490;SPC TXNC     - 2,078,750.      882,920.      MT  (+/- 180 meters Scaled)
 CR0490
 CR0490                          SUPERSEDED SURVEY CONTROL
 CR0490
 CR0490  NGVD 29 (??/??/92)  167.254  (m)          548.73   (f) ADJ UNCH    2 0
 CR0490
 CR0490.Superseded values are not recommended for survey control.
 CR0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0490.See file dsdata.txt to determine how the superseded data were derived.
 CR0490
 CR0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR652808(NAD 83)
 CR0490_MARKER: DB = BENCH MARK DISK
 CR0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0490_STAMPING: B 991 1948
 CR0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0490+STABILITY: SURFACE MOTION
 CR0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR0490+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0490
 CR0490  HISTORY     - Date     Condition        Report By
 CR0490  HISTORY     - 1948     MONUMENTED       CGS
 CR0490  HISTORY     - 20040605 GOOD             USPSQD
 CR0490
 CR0490                          STATION DESCRIPTION
 CR0490
 CR0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0490'2.2 MI N FROM CHANDLER.
 CR0490'2.2 MILES NORTH ALONG THE CHANDLER-CONCORD CHURCH ROAD FROM THE HIGH
 CR0490'SCHOOL AT CHANDLER, 0.8 MILE SOUTH OF CONCORD CHURCH, 130.4 FEET
 CR0490'SOUTHWEST OF AND ACROSS THE ROAD FROM A POWER POLE, 100.7 FEET
 CR0490'SOUTHEAST OF THE SOUTHEAST CORNER (THE CORNER OF THE HOUSE AND NOT THE
 CR0490'PORCH) OF A FARMHOUSE, 32.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CR0490'1.6 FEET SOUTH OF A REFERENCE POST, 1.2 FEET EAST OF A FENCE, SET IN
 CR0490'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0490
 CR0490                          STATION RECOVERY (2004)
 CR0490
 CR0490'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 CR0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0764 ***********************************************************************
 CR0764  DESIGNATION -  B 992
 CR0764  PID         -  CR0764
 CR0764  STATE/COUNTY-  TX/SMITH
 CR0764  USGS QUAD   -  CARROLL (1984)
 CR0764
 CR0764                         *CURRENT SURVEY CONTROL
 CR0764  ___________________________________________________________________
 CR0764* NAD 83(1986)-  32 26 49.     (N)    095 31 39.     (W)     SCALED    
 CR0764* NAVD 88     -       136.100  (meters)     446.52   (feet)  ADJUSTED  
 CR0764  ___________________________________________________________________
 CR0764  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CR0764  DYNAMIC HT  -         135.942 (meters)     446.00  (feet)  COMP
 CR0764  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 CR0764
 CR0764  VERT ORDER  -  SECOND    CLASS 0
 CR0764
 CR0764.The horizontal coordinates were scaled from a topographic map and have
 CR0764.an estimated accuracy of +/- 6 seconds.
 CR0764
 CR0764.The orthometric height was determined by differential leveling
 CR0764.and adjusted by the National Geodetic Survey in June 1991..
 CR0764
 CR0764.The geoid height was determined by GEOID03.
 CR0764
 CR0764.The dynamic height is computed by dividing the NAVD 88
 CR0764.geopotential number by the normal gravity value computed on the
 CR0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0764.degrees latitude (g = 980.6199 gals.).
 CR0764
 CR0764.The modeled gravity was interpolated from observed gravity values.
 CR0764
 CR0764;                    North         East    Units  Estimated Accuracy
 CR0764;SPC TXNC     - 2,090,480.      879,450.      MT  (+/- 180 meters Scaled)
 CR0764
 CR0764                          SUPERSEDED SURVEY CONTROL
 CR0764
 CR0764  NGVD 29 (??/??/92)  136.125  (m)          446.60   (f) ADJ UNCH    2 0
 CR0764
 CR0764.Superseded values are not recommended for survey control.
 CR0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0764.See file dsdata.txt to determine how the superseded data were derived.
 CR0764
 CR0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR623927(NAD 83)
 CR0764_MARKER: DB = BENCH MARK DISK
 CR0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0764_STAMPING: B 992 1948
 CR0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0764+STABILITY: SURFACE MOTION
 CR0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0764+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0764
 CR0764  HISTORY     - Date     Condition        Report By
 CR0764  HISTORY     - 1948     MONUMENTED       CGS
 CR0764  HISTORY     - 19960420 GOOD             USPSQD
 CR0764  HISTORY     - 20040605 GOOD             USPSQD
 CR0764  HISTORY     - 20050711 GOOD             USPSQD
 CR0764
 CR0764                          STATION DESCRIPTION
 CR0764
 CR0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0764'2.15 MI S FROM CARROLL.
 CR0764'2.15 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE DOVER BAPTIST
 CR0764'CHURCH AT CARROLL, AT A ROAD INTERSECTION, 129.0 FEET WEST OF THE
 CR0764'CENTER LINE OF A NORTH-SOUTH ROAD, 99.0 FEET SOUTH OF THE CENTER LINE
 CR0764'OF AN EAST-WEST ROAD, 65.0 FEET NORTH OF THE NORTHWEST CORNER OF A
 CR0764'FARMHOUSE, 9.0 FEET NORTH OF THE NORTH END OF A WOODEN GATE, 1.5 FEET
 CR0764'NORTH OF A REFERENCE POST, 0.9 FOOT EAST OF A FENCE, SET IN THE TOP OF
 CR0764'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CR0764
 CR0764                          STATION RECOVERY (1996)
 CR0764
 CR0764'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0764'RECOVERED IN GOOD CONDITION.
 CR0764
 CR0764                          STATION RECOVERY (2004)
 CR0764
 CR0764'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0764'RECOVERED IN GOOD CONDITION.
 CR0764
 CR0764                          STATION RECOVERY (2005)
 CR0764
 CR0764'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0964 ***********************************************************************
 CR0964  DESIGNATION -  B 993 RESET 1968
 CR0964  PID         -  CR0964
 CR0964  STATE/COUNTY-  TX/VAN ZANDT
 CR0964  USGS QUAD   -  CANTON (1981)
 CR0964
 CR0964                         *CURRENT SURVEY CONTROL
 CR0964  ___________________________________________________________________
 CR0964* NAD 83(1986)-  32 31 38.     (N)    095 51 42.     (W)     SCALED    
 CR0964* NAVD 88     -       153.72   (+/-2cm)     504.3    (feet)  VERTCON   
 CR0964  ___________________________________________________________________
 CR0964  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0964
 CR0964  VERT ORDER  -  THIRD (See Below)
 CR0964
 CR0964.The horizontal coordinates were scaled from a topographic map and have
 CR0964.an estimated accuracy of +/- 6 seconds.
 CR0964
 CR0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0964.The vertical order pertains to the NGVD 29 superseded value.
 CR0964
 CR0964.The geoid height was determined by GEOID03.
 CR0964
 CR0964;                    North         East    Units  Estimated Accuracy
 CR0964;SPC TXNC     - 2,098,540.      847,820.      MT  (+/- 180 meters Scaled)
 CR0964
 CR0964                          SUPERSEDED SURVEY CONTROL
 CR0964
 CR0964  NGVD 29 (01/29/03)  153.73   (m)          504.4    (f) RESET       3  
 CR0964
 CR0964.Superseded values are not recommended for survey control.
 CR0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0964.See file dsdata.txt to determine how the superseded data were derived.
 CR0964
 CR0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS312024(NAD 83)
 CR0964_MARKER: DB = BENCH MARK DISK
 CR0964_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0964_SP_SET: BRIDGE
 CR0964_STAMPING: B 993 1948
 CR0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0964
 CR0964  HISTORY     - Date     Condition        Report By
 CR0964  HISTORY     - 1968     MONUMENTED       TXHD
 CR0964  HISTORY     - 1969     GOOD             TXHD
 CR0964
 CR0964                          STATION DESCRIPTION
 CR0964
 CR0964'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1969
 CR0964'1.25 MI S FROM CANTON.
 CR0964'1.25 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR0964'HIGHWAY 64 AT CANTON, SET IN THE TOP OF NORTH END OF THE WEST CURB OF
 CR0964'A CONCRETE HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0698 ***********************************************************************
 CR0698  DESIGNATION -  B 994
 CR0698  PID         -  CR0698
 CR0698  STATE/COUNTY-  TX/VAN ZANDT
 CR0698  USGS QUAD   -  MARTINS MILL (1984)
 CR0698
 CR0698                         *CURRENT SURVEY CONTROL
 CR0698  ___________________________________________________________________
 CR0698* NAD 83(1986)-  32 22 31.     (N)    095 47 25.     (W)     SCALED    
 CR0698* NAVD 88     -       142.693  (meters)     468.15   (feet)  ADJUSTED  
 CR0698  ___________________________________________________________________
 CR0698  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CR0698  DYNAMIC HT  -         142.528 (meters)     467.61  (feet)  COMP
 CR0698  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 CR0698
 CR0698  VERT ORDER  -  SECOND    CLASS 0
 CR0698
 CR0698.The horizontal coordinates were scaled from a topographic map and have
 CR0698.an estimated accuracy of +/- 6 seconds.
 CR0698
 CR0698.The orthometric height was determined by differential leveling
 CR0698.and adjusted by the National Geodetic Survey in June 1991..
 CR0698
 CR0698.The geoid height was determined by GEOID03.
 CR0698
 CR0698.The dynamic height is computed by dividing the NAVD 88
 CR0698.geopotential number by the normal gravity value computed on the
 CR0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0698.degrees latitude (g = 980.6199 gals.).
 CR0698
 CR0698.The modeled gravity was interpolated from observed gravity values.
 CR0698
 CR0698;                    North         East    Units  Estimated Accuracy
 CR0698;SPC TXNC     - 2,081,870.      854,960.      MT  (+/- 180 meters Scaled)
 CR0698
 CR0698                          SUPERSEDED SURVEY CONTROL
 CR0698
 CR0698  NGVD 29 (??/??/92)  142.705  (m)          468.19   (f) ADJ UNCH    2 0
 CR0698
 CR0698.Superseded values are not recommended for survey control.
 CR0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0698.See file dsdata.txt to determine how the superseded data were derived.
 CR0698
 CR0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR374854(NAD 83)
 CR0698_MARKER: DB = BENCH MARK DISK
 CR0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0698_STAMPING: B 994 1948
 CR0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0698+STABILITY: SURFACE MOTION
 CR0698
 CR0698  HISTORY     - Date     Condition        Report By
 CR0698  HISTORY     - 1948     MONUMENTED       CGS
 CR0698  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0698  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 CR0698
 CR0698                          STATION DESCRIPTION
 CR0698
 CR0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0698'3.3 MI SE FROM MARTIN MILLS.
 CR0698'3.0 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE HIGH SCHOOL AT MARTIN
 CR0698'MILLS, THENCE 0.3 MILE EAST ALONG A GRADED DIRT ROAD, 70 YARDS (PACED)
 CR0698'WEST OF A SMALL WOODEN CULVERT, 39.0 FEET SOUTH OF THE CENTER LINE OF
 CR0698'THE ROAD, 8.0 FEET NORTH OF AN 8-INCH OAK TREE, 1.1 FEET SOUTH OF A
 CR0698'REFERENCE POST, 0.6 FOOT WEST OF A NORTH-SOUTH FENCE, SET IN THE TOP
 CR0698'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CR0698
 CR0698                          STATION RECOVERY (1995)
 CR0698
 CR0698'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0698'MARK NOT FOUND.
 CR0698
 CR0698                          STATION RECOVERY (2004)
 CR0698
 CR0698'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0153 ***********************************************************************
 BY0153  DESIGNATION -  B 995
 BY0153  PID         -  BY0153
 BY0153  STATE/COUNTY-  TX/NACOGDOCHES
 BY0153  USGS QUAD   -  GARRISON EAST (1984)
 BY0153
 BY0153                         *CURRENT SURVEY CONTROL
 BY0153  ___________________________________________________________________
 BY0153* NAD 83(1986)-  31 49 16.     (N)    094 29 04.     (W)     SCALED    
 BY0153* NAVD 88     -       112.750  (meters)     369.91   (feet)  ADJUSTED  
 BY0153  ___________________________________________________________________
 BY0153  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY0153  DYNAMIC HT  -         112.613 (meters)     369.46  (feet)  COMP
 BY0153  MODELED GRAV-     979,425.4   (mgal)                       NAVD 88
 BY0153
 BY0153  VERT ORDER  -  FIRST     CLASS II
 BY0153
 BY0153.The horizontal coordinates were scaled from a topographic map and have
 BY0153.an estimated accuracy of +/- 6 seconds.
 BY0153
 BY0153.The orthometric height was determined by differential leveling
 BY0153.and adjusted by the National Geodetic Survey in June 1991..
 BY0153
 BY0153.The geoid height was determined by GEOID03.
 BY0153
 BY0153.The dynamic height is computed by dividing the NAVD 88
 BY0153.geopotential number by the normal gravity value computed on the
 BY0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0153.degrees latitude (g = 980.6199 gals.).
 BY0153
 BY0153.The modeled gravity was interpolated from observed gravity values.
 BY0153
 BY0153;                    North         East    Units  Estimated Accuracy
 BY0153;SPC TX C     - 3,253,400.    1,253,490.      MT  (+/- 180 meters Scaled)
 BY0153
 BY0153                          SUPERSEDED SURVEY CONTROL
 BY0153
 BY0153  NGVD 29 (??/??/92)  112.748  (m)          369.91   (f) ADJ UNCH    1 2
 BY0153
 BY0153.Superseded values are not recommended for survey control.
 BY0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0153.See file dsdata.txt to determine how the superseded data were derived.
 BY0153
 BY0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR595215(NAD 83)
 BY0153_MARKER: DB = BENCH MARK DISK
 BY0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0153_STAMPING: B 995 1949
 BY0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0153+STABILITY: SURFACE MOTION
 BY0153
 BY0153  HISTORY     - Date     Condition        Report By
 BY0153  HISTORY     - 1949     MONUMENTED       CGS
 BY0153  HISTORY     - 1979     GOOD             NGS
 BY0153  HISTORY     - 19980919 GOOD             USPSQD
 BY0153
 BY0153                          STATION DESCRIPTION
 BY0153
 BY0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0153'0.55 MI SE FROM GARRISON.
 BY0153'0.1 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0153'STATION AT GARRISON, THENCE 0.45 MILE SOUTHEAST ALONG A GRADED DIRT
 BY0153'ROAD, AT THE SOUTHEAST CORNER OF GREENWOOD CEMETERY, 53.0 FEET NORTH
 BY0153'OF THE CENTER LINE OF THE ROAD, 40.0 FEET EAST OF THE CENTER OF A GATE
 BY0153'LEADING TO THE CEMETERY, 37.0 FEET WEST OF A 16-INCH PINE TREE, 2.5
 BY0153'FEET SOUTH OF A FENCE, 1.0 FOOT WEST OF A REFERENCE POST, AND SET IN
 BY0153'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY0153
 BY0153                          STATION RECOVERY (1979)
 BY0153
 BY0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0153'OMIT-0.45 MILE SOUTHEAST ALONG A GRADED DIRT ROAD.  ADD-0.45 MILE
 BY0153'SOUTHEAST ALONG FARM ROAD 138.
 BY0153
 BY0153                          STATION RECOVERY (1998)
 BY0153
 BY0153'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0998 ***********************************************************************
 CR0998  DESIGNATION -  B 996
 CR0998  PID         -  CR0998
 CR0998  STATE/COUNTY-  TX/VAN ZANDT
 CR0998  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR0998
 CR0998                         *CURRENT SURVEY CONTROL
 CR0998  ___________________________________________________________________
 CR0998* NAD 83(1986)-  32 36 10.     (N)    095 55 31.     (W)     SCALED    
 CR0998* NAVD 88     -       150.241  (meters)     492.92   (feet)  ADJUSTED  
 CR0998  ___________________________________________________________________
 CR0998  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CR0998  DYNAMIC HT  -         150.070 (meters)     492.35  (feet)  COMP
 CR0998  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 CR0998
 CR0998  VERT ORDER  -  SECOND    CLASS 0
 CR0998
 CR0998.The horizontal coordinates were scaled from a topographic map and have
 CR0998.an estimated accuracy of +/- 6 seconds.
 CR0998
 CR0998.The orthometric height was determined by differential leveling
 CR0998.and adjusted by the National Geodetic Survey in June 1991..
 CR0998
 CR0998.The geoid height was determined by GEOID03.
 CR0998
 CR0998.The dynamic height is computed by dividing the NAVD 88
 CR0998.geopotential number by the normal gravity value computed on the
 CR0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0998.degrees latitude (g = 980.6199 gals.).
 CR0998
 CR0998.The modeled gravity was interpolated from observed gravity values.
 CR0998
 CR0998;                    North         East    Units  Estimated Accuracy
 CR0998;SPC TXNC     - 2,106,770.      841,640.      MT  (+/- 180 meters Scaled)
 CR0998
 CR0998                          SUPERSEDED SURVEY CONTROL
 CR0998
 CR0998  NGVD 29 (??/??/92)  150.25   (m)          492.9    (f) COMPUTED    2 0
 CR0998
 CR0998.Superseded values are not recommended for survey control.
 CR0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0998.See file dsdata.txt to determine how the superseded data were derived.
 CR0998
 CR0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS254110(NAD 83)
 CR0998_MARKER: DB = BENCH MARK DISK
 CR0998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0998_SP_SET: CULVERT
 CR0998_STAMPING: B 996 1948
 CR0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0998
 CR0998  HISTORY     - Date     Condition        Report By
 CR0998  HISTORY     - 1948     MONUMENTED       CGS
 CR0998  HISTORY     - 1955     GOOD             NGS
 CR0998  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR0998
 CR0998                          STATION DESCRIPTION
 CR0998
 CR0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0998'0.45 MI SE FROM MYRTLE SPRINGS.
 CR0998'0.45 MILE SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE METHODIST CHURCH
 CR0998'AT MYRTLE SPRINGS, 20.8 FEET SOUTHWEST OF AND 1.0 FOOT HIGHER THAN THE
 CR0998'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 CR0998'SOUTHWEST HEADWALL OF A 20-FOOT TRIPLE CHANNEL CONCRETE CULVERT.
 CR0998
 CR0998                          STATION RECOVERY (1955)
 CR0998
 CR0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CR0998'RECOVERED IN GOOD CONDITION.
 CR0998
 CR0998                          STATION RECOVERY (1993)
 CR0998
 CR0998'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0999 ***********************************************************************
 CR0999  DESIGNATION -  B 996 RESET 1955
 CR0999  PID         -  CR0999
 CR0999  STATE/COUNTY-  TX/VAN ZANDT
 CR0999  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR0999
 CR0999                         *CURRENT SURVEY CONTROL
 CR0999  ___________________________________________________________________
 CR0999* NAD 83(1986)-  32 36 10.     (N)    095 55 30.     (W)     SCALED    
 CR0999* NAVD 88     -       149.38   (+/-2cm)     490.1    (feet)  VERTCON   
 CR0999  ___________________________________________________________________
 CR0999  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CR0999
 CR0999  VERT ORDER  -  THIRD (See Below)
 CR0999
 CR0999.The horizontal coordinates were scaled from a topographic map and have
 CR0999.an estimated accuracy of +/- 6 seconds.
 CR0999
 CR0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0999.The vertical order pertains to the NGVD 29 superseded value.
 CR0999
 CR0999.The geoid height was determined by GEOID03.
 CR0999
 CR0999;                    North         East    Units  Estimated Accuracy
 CR0999;SPC TXNC     - 2,106,770.      841,670.      MT  (+/- 180 meters Scaled)
 CR0999
 CR0999                          SUPERSEDED SURVEY CONTROL
 CR0999
 CR0999  NGVD 29 (??/??/??)  149.39   (m)          490.1    (f) RESET       3  
 CR0999
 CR0999.Superseded values are not recommended for survey control.
 CR0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0999.See file dsdata.txt to determine how the superseded data were derived.
 CR0999
 CR0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS254110(NAD 83)
 CR0999_MARKER: DB = BENCH MARK DISK
 CR0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0999_STAMPING: B 996 RESET 1955
 CR0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0999+STABILITY: SURFACE MOTION
 CR0999
 CR0999  HISTORY     - Date     Condition        Report By
 CR0999  HISTORY     - 1955     MONUMENTED       CGS
 CR0999  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR0999  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 CR0999
 CR0999                          STATION DESCRIPTION
 CR0999
 CR0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CR0999'0.45 MI SE FROM MYRTLE SPRINGS.
 CR0999'ABOUT 0.45 MILE SOUTHEAST OF MYRTLE SPRINGS, ALONG HIGHWAY NO. 64, 65
 CR0999'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 75 YARDS SOUTH OF A
 CR0999'CONCRETE CULVERT AND 40 FEET WEST OF A CANTON 5, TYLER 44 HIGHWAY SIGN
 CR0999'AND ACROSS THE HIGHWAY FROM A SMALL HOUSE.  A STANDARD DISK STAMPED
 CR0999'B996 RESET 1955 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 CR0999'INCHES.
 CR0999
 CR0999                          STATION RECOVERY (1993)
 CR0999
 CR0999'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0999'MARK NOT FOUND.
 CR0999
 CR0999                          STATION RECOVERY (1995)
 CR0999
 CR0999'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0296 ***********************************************************************
 CS0296  DESIGNATION -  B 997
 CS0296  PID         -  CS0296
 CS0296  STATE/COUNTY-  TX/VAN ZANDT
 CS0296  USGS QUAD   -  CEDARVALE (1981)
 CS0296
 CS0296                         *CURRENT SURVEY CONTROL
 CS0296  ___________________________________________________________________
 CS0296* NAD 83(1986)-  32 33 14.     (N)    096 02 50.     (W)     SCALED    
 CS0296* NAVD 88     -       136.281  (meters)     447.12   (feet)  ADJUSTED  
 CS0296  ___________________________________________________________________
 CS0296  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0296  DYNAMIC HT  -         136.126 (meters)     446.61  (feet)  COMP
 CS0296  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 CS0296
 CS0296  VERT ORDER  -  SECOND    CLASS 0
 CS0296
 CS0296.The horizontal coordinates were scaled from a topographic map and have
 CS0296.an estimated accuracy of +/- 6 seconds.
 CS0296
 CS0296.The orthometric height was determined by differential leveling
 CS0296.and adjusted by the National Geodetic Survey in June 1991..
 CS0296
 CS0296.The geoid height was determined by GEOID03.
 CS0296
 CS0296.The dynamic height is computed by dividing the NAVD 88
 CS0296.geopotential number by the normal gravity value computed on the
 CS0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0296.degrees latitude (g = 980.6199 gals.).
 CS0296
 CS0296.The modeled gravity was interpolated from observed gravity values.
 CS0296
 CS0296;                    North         East    Units  Estimated Accuracy
 CS0296;SPC TXNC     - 2,101,070.      830,330.      MT  (+/- 180 meters Scaled)
 CS0296
 CS0296                          SUPERSEDED SURVEY CONTROL
 CS0296
 CS0296  NGVD 29 (??/??/92)  136.292  (m)          447.15   (f) ADJ UNCH    2 0
 CS0296
 CS0296.Superseded values are not recommended for survey control.
 CS0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0296.See file dsdata.txt to determine how the superseded data were derived.
 CS0296
 CS0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB772056(NAD 83)
 CS0296_MARKER: DB = BENCH MARK DISK
 CS0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0296_STAMPING: B 997 1948
 CS0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0296+STABILITY: SURFACE MOTION
 CS0296
 CS0296  HISTORY     - Date     Condition        Report By
 CS0296  HISTORY     - 1948     MONUMENTED       CGS
 CS0296  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CS0296
 CS0296                          STATION DESCRIPTION
 CS0296
 CS0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0296'10.15 MI W FROM CANTON.
 CS0296'10.15 MILES WEST ALONG STATE HIGHWAY 243 FROM THE JUNCTION OF STATE
 CS0296'HIGHWAYS 198 AND 243 AT THE SOUTH EDGE OF CANTON, AT A ROAD
 CS0296'INTERSECTION, 0.9 MILE EAST OF BENCH MARK A 997, 96.0 FEET EAST OF THE
 CS0296'CENTER LINE OF A NORTH-SOUTH ROAD, 58.0 FEET SOUTH OF THE CENTER LINE
 CS0296'OF THE HIGHWAY, 1.0 FOOT NORTH OF A FENCE, 1.6 FEET EAST OF A
 CS0296'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CS0296'FOOT ABOVE THE GROUND.
 CS0296
 CS0296                          STATION RECOVERY (1995)
 CS0296
 CS0296'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0653 ***********************************************************************
 CR0653  DESIGNATION -  B 998
 CR0653  PID         -  CR0653
 CR0653  STATE/COUNTY-  TX/VAN ZANDT
 CR0653  USGS QUAD   -  PHALBA (1984)
 CR0653
 CR0653                         *CURRENT SURVEY CONTROL
 CR0653  ___________________________________________________________________
 CR0653* NAD 83(1986)-  32 23 59.     (N)    095 54 28.     (W)     SCALED    
 CR0653* NAVD 88     -       187.406  (meters)     614.85   (feet)  ADJUSTED  
 CR0653  ___________________________________________________________________
 CR0653  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CR0653  DYNAMIC HT  -         187.189 (meters)     614.14  (feet)  COMP
 CR0653  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 CR0653
 CR0653  VERT ORDER  -  SECOND    CLASS 0
 CR0653
 CR0653.The horizontal coordinates were scaled from a topographic map and have
 CR0653.an estimated accuracy of +/- 6 seconds.
 CR0653
 CR0653.The orthometric height was determined by differential leveling
 CR0653.and adjusted by the National Geodetic Survey in June 1991..
 CR0653
 CR0653.The geoid height was determined by GEOID03.
 CR0653
 CR0653.The dynamic height is computed by dividing the NAVD 88
 CR0653.geopotential number by the normal gravity value computed on the
 CR0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0653.degrees latitude (g = 980.6199 gals.).
 CR0653
 CR0653.The modeled gravity was interpolated from observed gravity values.
 CR0653
 CR0653;                    North         East    Units  Estimated Accuracy
 CR0653;SPC TXNC     - 2,084,300.      843,840.      MT  (+/- 180 meters Scaled)
 CR0653
 CR0653                          SUPERSEDED SURVEY CONTROL
 CR0653
 CR0653  NGVD 29 (??/??/92)  187.413  (m)          614.87   (f) ADJ UNCH    2 0
 CR0653
 CR0653.Superseded values are not recommended for survey control.
 CR0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0653.See file dsdata.txt to determine how the superseded data were derived.
 CR0653
 CR0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR264884(NAD 83)
 CR0653_MARKER: DB = BENCH MARK DISK
 CR0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0653_STAMPING: B 998 1948
 CR0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0653+STABILITY: SURFACE MOTION
 CR0653
 CR0653  HISTORY     - Date     Condition        Report By
 CR0653  HISTORY     - 1948     MONUMENTED       CGS
 CR0653  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0653
 CR0653                          STATION DESCRIPTION
 CR0653
 CR0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0653'14.25 MI SW FROM CANTON.
 CR0653'10.85 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF
 CR0653'STATE HIGHWAY 64 AT CANTON, THENCE 3.4 MILES WEST ALONG A GRAVELED
 CR0653'ROAD, 0.2 MILE WEST OF THE WEST END OF A SMALL LAKE LOCATED ON THE
 CR0653'SOUTH SIDE OF THE ROAD, 94.0 FEET SOUTH OF THE CENTER LINE OF THE
 CR0653'ROAD, 93.3 FEET SOUTHWEST OF THE CENTER OF THE SOUTH HEADWALL OF A
 CR0653'SMALL CONCRETE CULVERT, 24.0 FEET NORTH OF AN 18-INCH OAK TREE, 19.5
 CR0653'FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 1.7 FEET
 CR0653'WEST OF A FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, AND SET IN THE
 CR0653'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0653
 CR0653                          STATION RECOVERY (1995)
 CR0653
 CR0653'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0795 ***********************************************************************
 BY0795  DESIGNATION -  B 999
 BY0795  PID         -  BY0795
 BY0795  STATE/COUNTY-  TX/POLK
 BY0795  USGS QUAD   -  WAKEFIELD (1980)
 BY0795
 BY0795                         *CURRENT SURVEY CONTROL
 BY0795  ___________________________________________________________________
 BY0795* NAD 83(1986)-  31 06 15.     (N)    094 51 15.     (W)     SCALED    
 BY0795* NAVD 88     -        86.27   (+/-2cm)     283.0    (feet)  VERTCON   
 BY0795  ___________________________________________________________________
 BY0795  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BY0795
 BY0795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0795
 BY0795.The horizontal coordinates were scaled from a topographic map and have
 BY0795.an estimated accuracy of +/- 6 seconds.
 BY0795
 BY0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0795.The vertical order pertains to the NGVD 29 superseded value.
 BY0795
 BY0795.The geoid height was determined by GEOID03.
 BY0795
 BY0795;                    North         East    Units  Estimated Accuracy
 BY0795;SPC TX C     - 3,172,220.    1,222,440.      MT  (+/- 180 meters Scaled)
 BY0795
 BY0795                          SUPERSEDED SURVEY CONTROL
 BY0795
 BY0795  NGVD 29 (??/??/92)   86.296  (m)          283.12   (f) ADJ UNCH    2 0
 BY0795
 BY0795.Superseded values are not recommended for survey control.
 BY0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0795.See file dsdata.txt to determine how the superseded data were derived.
 BY0795
 BY0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ231426(NAD 83)
 BY0795_MARKER: DB = BENCH MARK DISK
 BY0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0795_STAMPING: B 999 1948
 BY0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0795+STABILITY: SURFACE MOTION
 BY0795
 BY0795  HISTORY     - Date     Condition        Report By
 BY0795  HISTORY     - 1948     MONUMENTED       CGS
 BY0795  HISTORY     - 1963     GOOD             USGS
 BY0795
 BY0795                          STATION DESCRIPTION
 BY0795
 BY0795'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BY0795'8.75 MI NW FROM CORRINGAN.
 BY0795'CORRINGAN, 7.3 MILES NORTH ALONG U.S. HIGHWAY 59, 2.6 MILES NORTHWEST
 BY0795'ALONG FARM ROAD 2714, 0.2 MILES NORTHWEST ALONG DIRT ROAD, 50 FEET
 BY0795'SOUTHEAST OF EAST Y OF ROAD JUNCTION SOUTHWEST, 50 FEET SOUTHWEST OF
 BY0795'ROAD TO NORTHWEST, SET IN CONCRETE POST PROJECTING 0.3 FEET ABOVE
 BY0795'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6338 ***********************************************************************
 AC6338  DESIGNATION -  B E3
 AC6338  PID         -  AC6338
 AC6338  STATE/COUNTY-  TX/HARRIS
 AC6338  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AC6338
 AC6338                         *CURRENT SURVEY CONTROL
 AC6338  ___________________________________________________________________
 AC6338* NAD 83(1986)-  29 45 26.     (N)    095 26 55.     (W)     SCALED    
 AC6338* NAVD 88     -        15.844  (meters)      51.98   (feet)  ADJUSTED  
 AC6338  ___________________________________________________________________
 AC6338  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AC6338  DYNAMIC HT  -          15.822 (meters)      51.91  (feet)  COMP
 AC6338  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 AC6338
 AC6338  VERT ORDER  -  FIRST     CLASS II
 AC6338
 AC6338.The horizontal coordinates were scaled from a topographic map and have
 AC6338.an estimated accuracy of +/- 6 seconds.
 AC6338
 AC6338.The orthometric height was determined by differential leveling
 AC6338.and adjusted by the National Geodetic Survey in July 2002..
 AC6338
 AC6338.The geoid height was determined by GEOID03.
 AC6338
 AC6338.The dynamic height is computed by dividing the NAVD 88
 AC6338.geopotential number by the normal gravity value computed on the
 AC6338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6338.degrees latitude (g = 980.6199 gals.).
 AC6338
 AC6338.The modeled gravity was interpolated from observed gravity values.
 AC6338
 AC6338;                    North         East    Units  Estimated Accuracy
 AC6338;SPC TXSC     - 4,218,430.      943,400.      MT  (+/- 180 meters Scaled)
 AC6338
 AC6338                          SUPERSEDED SURVEY CONTROL
 AC6338
 AC6338.No superseded survey control is available for this station.
 AC6338
 AC6338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN632943(NAD 83)
 AC6338_MARKER: DD = SURVEY DISK
 AC6338_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC6338_SP_SET: BRIDGE ABUTMENT
 AC6338_STAMPING: B-E3
 AC6338_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6338+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1996
 AC6338
 AC6338  HISTORY     - Date     Condition        Report By
 AC6338  HISTORY     - UNK      MONUMENTED
 AC6338  HISTORY     - 19961111 GOOD             NGS
 AC6338
 AC6338                          STATION DESCRIPTION
 AC6338
 AC6338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6338'2.7 KM (1.65 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 AC6338'JUNCTION OF INTERSTATE HIGHWAY 10 IN HOUSTON, NEAR THE SOUTHWEST
 AC6338'CORNER OF MEMORIAL PARK, IN TOP OF AND 1.3 M (4.3 FT) WEST OF THE EAST
 AC6338'END OF THE NORTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING
 AC6338'BUFFALO BAYOU, 1.4 M (4.6 FT) EAST OF THE NEAR RAIL, 0.2 M (0.7 FT)
 AC6338'SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND 0.2 M (0.7 FT) BELOW THE
 AC6338'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0921 ***********************************************************************
 DO0921  DESIGNATION -  B K ELECTRIC RADIO TOWER
 DO0921  PID         -  DO0921
 DO0921  STATE/COUNTY-  TX/KNOX
 DO0921  USGS QUAD   -  HEFNER (1967)
 DO0921
 DO0921                         *CURRENT SURVEY CONTROL
 DO0921  ___________________________________________________________________
 DO0921* NAD 83(1993)-  33 36 43.29368(N)    099 36 58.38596(W)     ADJUSTED  
 DO0921* NAVD 88     -                                                        
 DO0921  ___________________________________________________________________
 DO0921  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DO0921  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DO0921
 DO0921  HORZ ORDER  -  THIRD
 DO0921
 DO0921.The horizontal coordinates were established by classical geodetic methods
 DO0921.and adjusted by the National Geodetic Survey in February 1996..
 DO0921
 DO0921
 DO0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0921
 DO0921.The geoid height was determined by GEOID03.
 DO0921
 DO0921;                    North         East     Units Scale Factor Converg.
 DO0921;SPC TXNC     - 2,216,275.272   496,422.158   MT  0.99992033   -0 36 31.6
 DO0921;SPC TXNC     - 7,271,229.79  1,628,678.36   sFT  0.99992033   -0 36 31.6
 DO0921;UTM  14      - 3,719,309.720   442,835.737   MT  0.99964028   -0 20 28.1
 DO0921
 DO0921                          SUPERSEDED SURVEY CONTROL
 DO0921
 DO0921  NAD 83(1993)-  33 36 43.29526(N)    099 36 58.38594(W) AD(       ) 4
 DO0921  NAD 83(1986)-  33 36 43.30080(N)    099 36 58.37788(W) AD(       ) 4
 DO0921  NAD 27      -  33 36 42.96962(N)    099 36 57.06849(W) AD(       ) 3
 DO0921
 DO0921.Superseded values are not recommended for survey control.
 DO0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0921.See file dsdata.txt to determine how the superseded data were derived.
 DO0921
 DO0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4283619310(NAD 83)
 DO0921_MARKER: 43 = RADIO/TV TOWER
 DO0921
 DO0921  HISTORY     - Date     Condition        Report By
 DO0921  HISTORY     - 1967     FIRST OBSERVED   USGS
 DO0921
 DO0921                          STATION DESCRIPTION
 DO0921
 DO0921'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DO0921'LOCATED NORTH 79 DEG EAST ABOUT 10 MILES (AIRLINE) FROM
 DO0921'BENJAMINE, TEXAS, NORTH 1 DEG EAST ABOUT 11 MILES (AIRLINE) FROM
 DO0921'MUNDAY, TEXAS, 0.65 MILES SOUTH OF U.S. HWY 82.  THE TOWER IS
 DO0921'MADE OF STEEL AND IS APPROXIMATELY 300 FEET TALL.
 DO0921'
 DO0921'POINT OBSERVED UPON WAS THE TOP RED CLEARANCE LIGHT.
 DO0921'
 DO0921'THE TOWER WAS INTERSECTED FROM STATIONS BURNETT, BOWDEN ET,
 DO0921'DECKER ET AND HOLLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1534 ***********************************************************************
 AY1534  DESIGNATION -  B TXHD
 AY1534  PID         -  AY1534
 AY1534  STATE/COUNTY-  TX/BEXAR
 AY1534  USGS QUAD   -  LONGHORN (1992)
 AY1534
 AY1534                         *CURRENT SURVEY CONTROL
 AY1534  ___________________________________________________________________
 AY1534* NAD 83(1986)-  29 31 22.     (N)    098 23 44.     (W)     SCALED    
 AY1534* NAVD 88     -       224.917  (meters)     737.92   (feet)  ADJUSTED  
 AY1534  ___________________________________________________________________
 AY1534  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AY1534  DYNAMIC HT  -         224.589 (meters)     736.84  (feet)  COMP
 AY1534  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 AY1534
 AY1534  VERT ORDER  -  FIRST     CLASS II
 AY1534
 AY1534.The horizontal coordinates were scaled from a topographic map and have
 AY1534.an estimated accuracy of +/- 6 seconds.
 AY1534
 AY1534.The orthometric height was determined by differential leveling
 AY1534.and adjusted by the National Geodetic Survey in June 1991..
 AY1534
 AY1534.The geoid height was determined by GEOID03.
 AY1534
 AY1534.The dynamic height is computed by dividing the NAVD 88
 AY1534.geopotential number by the normal gravity value computed on the
 AY1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1534.degrees latitude (g = 980.6199 gals.).
 AY1534
 AY1534.The modeled gravity was interpolated from observed gravity values.
 AY1534
 AY1534;                    North         East    Units  Estimated Accuracy
 AY1534;SPC TXSC     - 4,187,390.      658,590.      MT  (+/- 180 meters Scaled)
 AY1534
 AY1534                          SUPERSEDED SURVEY CONTROL
 AY1534
 AY1534.No superseded survey control is available for this station.
 AY1534
 AY1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT585660(NAD 83)
 AY1534_MARKER: DB = BENCH MARK DISK
 AY1534_SETTING: 0 = UNSPECIFIED SETTING
 AY1534_STAMPING: B
 AY1534_MARK LOGO: TXHD  
 AY1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1534+STABILITY: SURFACE MOTION
 AY1534
 AY1534  HISTORY     - Date     Condition        Report By
 AY1534  HISTORY     - UNK      MONUMENTED       TXHD
 AY1534  HISTORY     - 1980     GOOD             NGS
 AY1534  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1534  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY1534
 AY1534                          STATION DESCRIPTION
 AY1534
 AY1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1534'IN SAN ANTONIO.
 AY1534'IN SAN ANTONIO, AT THE JUNCTION OF INTERSTATE 35 SOUTHBOUND AND
 AY1534'INTERSTATE 410 WEST, 13.1 KM (8.2 MI) NORTHEAST ALONG INTERSTATE
 AY1534'HIGHWAY 35 FROM THE NEW BRAUNFELS AVENUE EXIT, APPROXIMATELY
 AY1534'200 METERS NORTHWEST OF THE CENTER OF THE INTERSTATE 35 SOUTHBOUND
 AY1534'OVERPASS OVER INTERSTATE 410 WEST, APPROXIMATELY 150 METERS NORTHWEST
 AY1534'OF THE WEST FRONTAGE ROAD OF INTERSTATE 35, 38.4 METERS (126 FT) EAST
 AY1534'OF THE EAST RAIL OF THE MISSOURI KANSAS AND TEXAS RAILROAD,
 AY1534'36.6 METERS (120 FT) EAST OF THE SOUTHEAST CORNER OF A STEEL RAILROAD
 AY1534'BRIDGE, 21.3 METERS (70.0 FT) WEST OF THE APPROXIMATE CENTER OF AN
 AY1534'ENTRANCE RAMP OF INTERSTATE 410, A 60-CM CONCRETE POST DRILLED INTO
 AY1534'HARD SHALE TO AN UNSPECIFIED DEPTH (TXHD ENGINEERS STATE THAT THE
 AY1534'MINIMUM DEPTH IS 2.4 M).
 AY1534'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 AY1534'THE MARK IS 0.7 M BELOW THE TRACKS.
 AY1534
 AY1534                          STATION RECOVERY (1990)
 AY1534
 AY1534'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1534'MARK NOT FOUND.
 AY1534
 AY1534                          STATION RECOVERY (1999)
 AY1534
 AY1534'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5726 ***********************************************************************
 AW5726  DESIGNATION -  B USE 1934
 AW5726  PID         -  AW5726
 AW5726  STATE/COUNTY-  TX/JEFFERSON
 AW5726  USGS QUAD   -  BIG HILL BAYOU (1993)
 AW5726
 AW5726                         *CURRENT SURVEY CONTROL
 AW5726  ___________________________________________________________________
 AW5726* NAD 83(1993)-  29 47 31.55210(N)    094 00 43.48642(W)     ADJUSTED  
 AW5726* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5726  ___________________________________________________________________
 AW5726  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW5726  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW5726
 AW5726  HORZ ORDER  -  SECOND
 AW5726
 AW5726.The horizontal coordinates were established by classical geodetic methods
 AW5726.and adjusted by the National Geodetic Survey in February 1996..
 AW5726
 AW5726.The orthometric height was scaled from a topographic map.
 AW5726
 AW5726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5726
 AW5726.The geoid height was determined by GEOID03.
 AW5726
 AW5726;                    North         East     Units Scale Factor Converg.
 AW5726;SPC TXSC     - 4,227,366.557 1,082,069.052   MT  0.99989497   +2 26 37.1
 AW5726;SPC TXSC     -13,869,285.11  3,550,088.21   sFT  0.99989497   +2 26 37.1
 AW5726;UTM  15      - 3,296,177.747   402,181.851   MT  0.99971805   -0 30 10.4
 AW5726
 AW5726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5726!SPC TXSC     -   1.00000410  x   0.99989497  =   0.99989907
 AW5726!UTM  15      -   1.00000410  x   0.99971805  =   0.99972215
 AW5726
 AW5726                          SUPERSEDED SURVEY CONTROL
 AW5726
 AW5726  NAD 83(1993)-  29 47 31.55197(N)    094 00 43.48662(W) AD(       ) 2
 AW5726  NAD 83(1986)-  29 47 31.57491(N)    094 00 43.47260(W) AD(       ) 2
 AW5726  NAD 27      -  29 47 30.80380(N)    094 00 42.85720(W) AD(       ) 2
 AW5726
 AW5726.Superseded values are not recommended for survey control.
 AW5726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5726.See file dsdata.txt to determine how the superseded data were derived.
 AW5726
 AW5726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN0218296178(NAD 83)
 AW5726_MARKER: B = BOLT
 AW5726_SETTING: 0 = UNSPECIFIED SETTING
 AW5726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5726
 AW5726  HISTORY     - Date     Condition        Report By
 AW5726  HISTORY     - 1934     MONUMENTED       USE
 AW5726
 AW5726                          STATION DESCRIPTION
 AW5726
 AW5726'DESCRIBED BY US ENGINEERS 1934
 AW5726'STATION IS LOCATED ON INTRACOASTAL CANAL, 3.7 MILES SW OF
 AW5726'PORT ARTHUR-SABINE PASS DRAWBRIDGE.  IT IS ON THE N SIDE OF
 AW5726'CANAL, AND 9 METERS INSHORE ON A DREDGE SPOIL BANK.  THE
 AW5726'SPOIL BANK ENDS 11 METERS TO THE E AT JUNCTION OF CANAL
 AW5726'AND BAYOU.
 AW5726'
 AW5726'STATION B (U.S.E.) IS A COPPER BOLT SET IN A 4-INCH TILE PIPE,
 AW5726'THE TOP OF WHICH HAS BEEN BROKEN OFF.  B (U.S.E.) IS OPPOSITE
 AW5726'STATION 206-00.0 OF INTRACOASTAL CANAL SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0870 ***********************************************************************
 BM0870  DESIGNATION -  BAASEN
 BM0870  PID         -  BM0870
 BM0870  STATE/COUNTY-  TX/BASTROP
 BM0870  USGS QUAD   -  PAIGE (1982)
 BM0870
 BM0870                         *CURRENT SURVEY CONTROL
 BM0870  ___________________________________________________________________
 BM0870* NAD 83(1993)-  30 11 25.54651(N)    097 03 58.92375(W)     ADJUSTED  
 BM0870* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 BM0870  ___________________________________________________________________
 BM0870  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BM0870  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BM0870
 BM0870  HORZ ORDER  -  FIRST
 BM0870
 BM0870.The horizontal coordinates were established by classical geodetic methods
 BM0870.and adjusted by the National Geodetic Survey in February 1996..
 BM0870
 BM0870.The orthometric height was scaled from a topographic map.
 BM0870
 BM0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0870
 BM0870.The geoid height was determined by GEOID03.
 BM0870
 BM0870;                    North         East     Units Scale Factor Converg.
 BM0870;SPC TX C     - 3,062,682.611 1,014,562.634   MT  0.99998113   +1 40 57.6
 BM0870;SPC TX C     -10,048,151.20  3,328,610.91   sFT  0.99998113   +1 40 57.6
 BM0870;SPC TXSC     - 4,262,777.202   786,198.517   MT  0.99997448   +0 56 50.3
 BM0870;SPC TXSC     -13,985,461.54  2,579,386.30   sFT  0.99997448   +0 56 50.3
 BM0870;UTM  14      - 3,341,466.810   686,154.862   MT  1.00002754   +0 58 21.6
 BM0870
 BM0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0870!SPC TX C     -   0.99997664  x   0.99998113  =   0.99995777
 BM0870!SPC TXSC     -   0.99997664  x   0.99997448  =   0.99995112
 BM0870!UTM  14      -   0.99997664  x   1.00002754  =   1.00000418
 BM0870
 BM0870:                Primary Azimuth Mark                     Grid Az
 BM0870:SPC TX C     -  SINCLAIR                                 014 32 43.7
 BM0870:SPC TXSC     -  SINCLAIR                                 015 16 51.0
 BM0870:UTM  14      -  SINCLAIR                                 015 15 19.7
 BM0870
 BM0870|---------------------------------------------------------------------|
 BM0870| PID    Reference Object                     Distance      Geod. Az  |
 BM0870|                                                           dddmmss.s |
 BM0870| BM1040 SINCLAIR                            APPROX.23.4 KM 0161341.3 |
 BM0870| CV3679 BAASEN AZ MK                                       0691525.9 |
 BM0870| BM1034 GIDDINGS MARTIN LUTHER CH           APPROX.12.5 KM 0913813.6 |
 BM0870| BM1037 GIDDINGS MUNICIPAL TANK             APPROX.12.1 KM 0924555.6 |
 BM0870| BM1036 GIDDINGS IMM LUTH CH SPIRE          APPROX.12.7 KM 0925206.5 |
 BM0870| BM1038 GIDDINGS BRENHAM COT OIL CO TK      APPROX.12.2 KM 0940353.3 |
 BM0870| BM1035 GIDDINGS PRESBYTERIAN CH SPIRE      APPROX.12.6 KM 0941727.2 |
 BM0870| BM1033 GIDDINGS LEE COUNTY COURTHOUSE      APPROX.12.5 KM 0943324.5 |
 BM0870| CV3680 BAASEN RM 1                          31.821 METERS 21608     |
 BM0870| CV3681 BAASEN RM 2                          43.973 METERS 29605     |
 BM0870|---------------------------------------------------------------------|
 BM0870
 BM0870                          SUPERSEDED SURVEY CONTROL
 BM0870
 BM0870  NAD 83(1986)-  30 11 25.56634(N)    097 03 58.90782(W) AD(       ) 1
 BM0870  NAD 27      -  30 11 24.79100(N)    097 03 57.95900(W) AD(       ) 1
 BM0870
 BM0870.Superseded values are not recommended for survey control.
 BM0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0870.See file dsdata.txt to determine how the superseded data were derived.
 BM0870
 BM0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU8615541467(NAD 83)
 BM0870_MARKER: DS = TRIANGULATION STATION DISK
 BM0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0870
 BM0870  HISTORY     - Date     Condition        Report By
 BM0870  HISTORY     - 1935     MONUMENTED       CGS
 BM0870  HISTORY     - 1937     GOOD             TXHD
 BM0870  HISTORY     - 1943     GOOD             CGS
 BM0870  HISTORY     - 1964     GOOD             LOCSUR
 BM0870
 BM0870                          STATION DESCRIPTION
 BM0870
 BM0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0870'THIS STATION IS ABOUT 8 MILES W OF GIDDINGS AND 3-1/2 MILES SE
 BM0870'OF PAIGE ON LAND OWNED BY WALTER SEAGERT.  MARK IS ON TOP OF HILL,
 BM0870'12 FEET NW OF THE RIGHT-OF-WAY FENCE LINE, 31 FEET NW OF THE
 BM0870'CENTER LINE OF THE ROAD, 150 FEET NE OF THE SE CORNER OF THE
 BM0870'FRIENDSHIP CEMETERY.  MARK PROJECTS 8 INCHES.
 BM0870'
 BM0870'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0870'DISKS SET IN CONCRETE.
 BM0870'
 BM0870'REFERENCE MARK NO. 1 IS SSW OF THE STATION, IN THE RIGHT-OF-WAY
 BM0870'FENCE LINE, 20 FEET SE OF THE CENTER LINE OF THE ROAD, 69
 BM0870'FEET E OF THE SE CORNER OF THE CEMETERY.  MARK PROJECTS
 BM0870'6 INCHES.
 BM0870'
 BM0870'REFERENCE MARK NO. 2 IS NW OF THE STATION, 120 FEET N OF
 BM0870'THE SE CORNER OF THE CEMETERY, 1 FOOT E OF THE FENCE LINE,
 BM0870'80 FEET S OF THE NE CORNER OF THE CEMETERY.  MARK PROJECTS
 BM0870'8 INCHES.
 BM0870'
 BM0870'AZIMUTH MARK IS ENE OF THE STATION, 16 FEET SE OF THE CENTER
 BM0870'LINE OF THE ROAD, 1 FOOT NW OF THE RIGHT-OF-WAY FENCE LINE,
 BM0870'46 FEET NE OF THE FENCE CORNER, 5 FEET SW OF TREE IN FENCE
 BM0870'LINE.  MARK PROJECTS 6 INCHES.
 BM0870'
 BM0870'TO REACH STATION FROM GIDDINGS GO W ON T-20, 7.6 MILES TO
 BM0870'SIDE ROAD TO LEFT, ACROSS ROAD FROM SCHOOLHOUSE, GO SW ON
 BM0870'SIDE ROAD 0.7 MILE TO TOP OF HILL AND STATION ON RIGHT.
 BM0870'
 BM0870'LIGHTS 4 FEET ABOVE YEQUA, AND 74 FEET ABOVE LOTMAN AND
 BM0870'DIME BOX COME INTO VIEW AT 13 FEET ABOVE THE GROUND.
 BM0870'
 BM0870'LIGHTS 4 FEET ABOVE FRENZEL AND 60 FEET ABOVE STORK COME
 BM0870'INTO VIEW AT 20 FEET ABOVE THE GROUND.
 BM0870'
 BM0870'A LIGHT 74 FEET ABOVE SINCLAIR COMES INTO VIEW AT 32 FEET
 BM0870'ABOVE THE GROUND.
 BM0870'
 BM0870'THIS STATION IS WITHIN A FEW HUNDRED FEET OF THE LEE-BASTROP
 BM0870'COUNTY LINE.  THE LINE HAS NEVER BEEN ACCURATELY SURVEYED
 BM0870'AND ITS EXACT LOCATION IS NOT KNOWN.
 BM0870
 BM0870                          STATION RECOVERY (1937)
 BM0870
 BM0870'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0870'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BM0870'DESCRIPTION SATISFACTORY.
 BM0870
 BM0870                          STATION RECOVERY (1943)
 BM0870
 BM0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0870'STATION WAS RECOVERED AS DESCRIBED IN 1935 BY C.A.S.  ALL
 BM0870'MARKS IN GOOD CONDITION AND OLD DESCRIPTION ADEQUATE EXCEPT
 BM0870'FOR DIRECTIONS TO REACH STATION.  THESE SHOULD READ--REACHED
 BM0870'FROM INTERSECTION OF U.S. 290 AND U.S. 77 IN GIDDINGS.  GO
 BM0870'W ON 290 FOR 7.6 MILES TO SCHOOLHOUSE ON RIGHT AND CROSSROADS.
 BM0870'GO SW, LEFT, ON SIDE ROAD FOR 0.7 MILE TO TOP OF HILL AND
 BM0870'STATION ON RIGHT.
 BM0870
 BM0870                          STATION RECOVERY (1964)
 BM0870
 BM0870'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964
 BM0870'LETTER OF JUDGE M.F. KIEKE, LEE COUNTY, GIDDINGS, TEXAS
 BM0870'DATED 9/17/64--
 BM0870'
 BM0870'REFERENCE MARK 1 AND THE AZIMUTH MARK HAVE BEEN DESTROYED.
 BM0870'THE DISKS HAVE BEEN RETURNED TO THE WASHINGTON OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0537 ***********************************************************************
 BO0537  DESIGNATION -  BABB
 BO0537  PID         -  BO0537
 BO0537  STATE/COUNTY-  TX/VAL VERDE
 BO0537  USGS QUAD   -  LITTLE FIELDER DRAW (1970)
 BO0537
 BO0537                         *CURRENT SURVEY CONTROL
 BO0537  ___________________________________________________________________
 BO0537* NAD 83(1993)-  30 01 32.58982(N)    101 35 49.36989(W)     ADJUSTED  
 BO0537* NAVD 88     -       628.9    (meters)    2063.     (feet)  VERTCON   
 BO0537  ___________________________________________________________________
 BO0537  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BO0537  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 BO0537
 BO0537  HORZ ORDER  -  FIRST
 BO0537
 BO0537.The horizontal coordinates were established by classical geodetic methods
 BO0537.and adjusted by the National Geodetic Survey in February 1996..
 BO0537
 BO0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0537
 BO0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0537
 BO0537.The geoid height was determined by GEOID03.
 BO0537
 BO0537;                    North         East     Units Scale Factor Converg.
 BO0537;SPC TXSC     - 4,245,761.105   349,521.904   MT  0.99993573   -1 16 20.4
 BO0537;SPC TXSC     -13,929,634.56  1,146,723.11   sFT  0.99993573   -1 16 20.4
 BO0537;UTM  14      - 3,324,476.836   249,542.296   MT  1.00037400   -1 18 00.8
 BO0537
 BO0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0537!SPC TXSC     -   0.99990488  x   0.99993573  =   0.99984062
 BO0537!UTM  14      -   0.99990488  x   1.00037400  =   1.00027885
 BO0537
 BO0537:                Primary Azimuth Mark                     Grid Az
 BO0537:SPC TXSC     -  TIP OF WOODEN WINDMILL                   013 04 35.9
 BO0537:UTM  14      -  TIP OF WOODEN WINDMILL                   013 06 16.3
 BO0537
 BO0537|---------------------------------------------------------------------|
 BO0537| PID    Reference Object                     Distance      Geod. Az  |
 BO0537|                                                           dddmmss.s |
 BO0537| CH9768 TIP OF WOODEN WINDMILL                             0114815.5 |
 BO0537| CH7881 BABB RM 1 AZIMUTH                                  07301     |
 BO0537| CH7882 BABB RM 2                            10.360 METERS 15518     |
 BO0537| CH9570 HIGHLAND C WINDMILL                                2093852.7 |
 BO0537|---------------------------------------------------------------------|
 BO0537
 BO0537                          SUPERSEDED SURVEY CONTROL
 BO0537
 BO0537  NAD 83(1986)-  30 01 32.56589(N)    101 35 49.37813(W) AD(       ) 1
 BO0537  NAD 27      -  30 01 31.86100(N)    101 35 47.95600(W) AD(       ) 1
 BO0537  NGVD 29 (07/19/86)  628.8    (m)         2063.     (f) VERT ANG       
 BO0537
 BO0537.Superseded values are not recommended for survey control.
 BO0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0537.See file dsdata.txt to determine how the superseded data were derived.
 BO0537
 BO0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU4954224477(NAD 83)
 BO0537_MARKER: DS = TRIANGULATION STATION DISK
 BO0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0537
 BO0537  HISTORY     - Date     Condition        Report By
 BO0537  HISTORY     - 1918     MONUMENTED       CGS
 BO0537  HISTORY     - 1932     GOOD             CGS
 BO0537
 BO0537                          STATION DESCRIPTION
 BO0537
 BO0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BO0537'STATION IS ABOUT 19 MILES N OF LANGTRY, 15 MILES S OF
 BO0537'PANDALE POST OFFICE, 10 MILES S OF THE PANDALE-LANGTRY CROSSING
 BO0537'OF THE PECOS RIVER, ON THE BABB RANCH 1-1/2 MILES NW OF
 BO0537'HEADQUARTERS, AND ABOUT 1-1/2 MILES NE OF HIGHLAND C WINDMILL.
 BO0537'
 BO0537'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BO0537'DISKS SET IN CONCRETE.
 BO0537'
 BO0537'REFERENCE MARK IS 10.36 METERS (34.0 FEET) FROM STATION
 BO0537'S 24 DEG 41 MIN E.  AN 8-FOOT CAIRN IS 8 METERS (26 FEET)
 BO0537'FROM THE STATION S 67 DEG 10 MIN E.
 BO0537'
 BO0537'IN 1932 STATION WAS RECOVERED, MARKS IN GOOD CONDITION.  IN
 BO0537'1918 REFERENCE MARK WAS STAMPED NO. 2, AND A NEW REFERENCE
 BO0537'MARK, A STANDARD DISK, STAMPED NO. 1, WAS SET IN AN OUTCROP
 BO0537'OF BEDROCK 0.25 MILE (SPEEDOMETER) FROM STATION,
 BO0537'N 73 DEG 02 MIN E.  THE FOLLOWING BEARINGS WERE ALSO
 BO0537'DETERMINED--TIP OF WOODEN WINDMILL 1 MILE DISTANT (PROBABLY
 BO0537'HIGHLAND C MILL), S 29 DEG 39 MIN W.  TIP OF WOODEN
 BO0537'WINDMILL, DISTANT 1.5 MILES, N 11 DEG 48 MIN E.
 BO0537'
 BO0537'ELEVATION OF STATION, 628.8 METERS (2,063 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0687 ***********************************************************************
 BN0687  DESIGNATION -  BABY
 BN0687  PID         -  BN0687
 BN0687  STATE/COUNTY-  TX/LLANO
 BN0687  USGS QUAD   -  CHEROKEE (1956)
 BN0687
 BN0687                         *CURRENT SURVEY CONTROL
 BN0687  ___________________________________________________________________
 BN0687* NAD 83(1993)-  30 54 10.09776(N)    098 39 29.50752(W)     ADJUSTED  
 BN0687* NAVD 88     -       502.     (meters)    1647.     (feet)  SCALED    
 BN0687  ___________________________________________________________________
 BN0687  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 BN0687  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 BN0687
 BN0687  HORZ ORDER  -  FIRST
 BN0687
 BN0687.The horizontal coordinates were established by classical geodetic methods
 BN0687.and adjusted by the National Geodetic Survey in February 1996..
 BN0687
 BN0687.The orthometric height was scaled from a topographic map.
 BN0687
 BN0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0687
 BN0687.The geoid height was determined by GEOID03.
 BN0687
 BN0687;                    North         East     Units Scale Factor Converg.
 BN0687;SPC TX C     - 3,138,237.594   860,119.984   MT  0.99988322   +0 51 46.1
 BN0687;SPC TX C     -10,296,034.51  2,821,910.31   sFT  0.99988322   +0 51 46.1
 BN0687;UTM  14      - 3,418,880.399   532,663.772   MT  0.99961316   +0 10 32.0
 BN0687
 BN0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0687!SPC TX C     -   0.99992486  x   0.99988322  =   0.99980809
 BN0687!UTM  14      -   0.99992486  x   0.99961316  =   0.99953805
 BN0687
 BN0687|---------------------------------------------------------------------|
 BN0687| PID    Reference Object                     Distance      Geod. Az  |
 BN0687|                                                           dddmmss.s |
 BN0687| CV3683 BABY RM 1                            48.890 METERS 04414     |
 BN0687| CV3684 BABY RM 2                            23.682 METERS 18057     |
 BN0687| BN0695 LLANO MUNICIPAL STANDPIPE           APPROX.17.7 KM 1851752.1 |
 BN0687| CV3685 BABY RM 3                            36.713 METERS 25949     |
 BN0687| BN0688 CHEROKEE METHODIST CH SPIRE         APPROX. 9.9 KM 3312559.7 |
 BN0687| CV3682 BABY AZ MK                                         3530446.2 |
 BN0687|---------------------------------------------------------------------|
 BN0687
 BN0687                          SUPERSEDED SURVEY CONTROL
 BN0687
 BN0687  NAD 83(1986)-  30 54 10.10838(N)    098 39 29.49334(W) AD(       ) 1
 BN0687  NAD 27      -  30 54 09.48400(N)    098 39 28.35800(W) AD(       ) 1
 BN0687
 BN0687.Superseded values are not recommended for survey control.
 BN0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0687.See file dsdata.txt to determine how the superseded data were derived.
 BN0687
 BN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3266418880(NAD 83)
 BN0687_MARKER: DS = TRIANGULATION STATION DISK
 BN0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0687
 BN0687  HISTORY     - Date     Condition        Report By
 BN0687  HISTORY     - 1935     MONUMENTED       CGS
 BN0687  HISTORY     - 1937     GOOD             CGS
 BN0687  HISTORY     - 1956     GOOD             CGS
 BN0687
 BN0687                          STATION DESCRIPTION
 BN0687
 BN0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0687'STATION LOCATED ON THE LAND OF MR. DORTER HOLLAND, 6-1/2
 BN0687'MILES SSE OF CHEROKEE, 1-1/4 MILES N OF BABYHEAD, 1-1/2 MILES
 BN0687'S OF THE SAN SABA-LLANO COUNTY LINE, ON THE SW END OF A FLAT
 BN0687'SUMMIT OF A RIDGE E OF STATE HIGHWAY 81.  STATION IS ABOUT
 BN0687'150 METERS (E) OF THE (W) EDGE OF THE RIDGE, ON HIGHEST GROUND
 BN0687'IN THE VICINITY.  MARK PROJECTS ABOUT 10 INCHES.
 BN0687'
 BN0687'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BN0687'IN CONCRETE.
 BN0687'
 BN0687'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 BN0687'HOLES IN OUTCROPPING BEDROCK.
 BN0687'
 BN0687'REFERENCE MARK NO. 1 IS 48.885 METERS (160.40 FEET) NE OF
 BN0687'THE STATION.
 BN0687'
 BN0687'REFERENCE MARK NO. 2 IS 23.685 METERS (77.68 FEET) S OF THE
 BN0687'STATION.
 BN0687'
 BN0687'REFERENCE MARK NO. 3 IS 36.720 METERS (120.45 FEET) W OF THE
 BN0687'STATION.
 BN0687'
 BN0687'STATION REACHED FROM THE METHODIST CHURCH IN CHEROKEE BY
 BN0687'GOING S ON STATE HIGHWAY 81 FOR 6.3 MILES, OR FOR 1.85 MILES
 BN0687'AFTER PASSING COUNTY LINE SIGN ON RIGHT, THEN TURN SHARP LEFT
 BN0687'OFF OF STATE HIGHWAY 81, AND THROUGH GATE JUST BEFORE REACHING
 BN0687'GAP AND FOLLOW ROAD IN N EASTWARD DIRECTION FOR 0.75 MILE,
 BN0687'THEN TURN RIGHT E UP HILL FOR 0.5 MILE, THEN TURN RIGHT ALONG
 BN0687'RIDGE ALONG TOP OF GRADE FOR 0.25 MILE, THEN TURN RIGHT AT
 BN0687'TOP OF HILL AND FOLLOW A VERY DIM AND VERY ROUGH WAGON ROAD
 BN0687'DOWN INTO GAP AND UP TOWARDS HILL TO SW FOR 0.6 MILE TO TOP
 BN0687'OF FLAT-TOPPED RIDGE, TWO TRIANGULAR BLAZED MESQUITES AND
 BN0687'STATION.
 BN0687'
 BN0687'HEIGHT OF LIGHT ABOVE STATION MARK- 26 METERS.
 BN0687
 BN0687                          STATION RECOVERY (1937)
 BN0687
 BN0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 BN0687'STATION LOCATED ON THE LAND OF MR. DORTER HOLLAND, 6-1/2 MILES
 BN0687'SSE OF CHEROKEE, 1-1/2 MILES N OF BABYHEAD, 1-1/2 MILES S OF THE
 BN0687'SAN SABA-LLANO COUNTY LINE ON THE SW END OF FLAT SUMMIT
 BN0687'OF A RIDGE ABOUT 1/4 MILE E OF HIGHWAY 81.
 BN0687'
 BN0687'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  STATION
 BN0687'IS A CONCRETE CYLINDER PROJECTING ABOUT 1 FOOT.  REFERENCE
 BN0687'MARKS ARE SET IN OUTCROP.
 BN0687'
 BN0687'TO REACH FROM CHEROKEE.  START FROM THE METHODIST CHURCH,
 BN0687'GO S ON HIGHWAY 81 FOR 5.7 MILES.  THE STATION IS ABOUT 1/2
 BN0687'MILE ESE OF THIS POINT.  TURN LEFT THROUGH A BOARD GATE AND GO
 BN0687'NE ON A TRACK ROAD FOR 0.75 MILE.  THEN RIGHT (E) UP THE HILL
 BN0687'0.5 MILE.  THEN TURN RIGHT AND GO ALONG THE TOP OF THE RIDGE
 BN0687'0.25 MILE.  THEN TURN RIGHT AT THE TOP OF THE HILL AND FOLLOW
 BN0687'A VERY DIM AND ROCKY TRACK ROAD DOWN INTO A GAP AND UP TOWARD
 BN0687'THE HILL TO THE SW FOR 0.6 MILE TO THE TOP OF THE HILL AND
 BN0687'THE STATION.
 BN0687
 BN0687                          STATION RECOVERY (1956)
 BN0687
 BN0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0687'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AND FOUND
 BN0687'TO BE IN GOOD CONDITION.  THE LAND IS NOW OWNED BY A. LEE WHITT.
 BN0687'AN AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A COMPLETE
 BN0687'NEW DESCRIPTION.
 BN0687'
 BN0687'THE STATION IS ABOUT 11 MILES NORTH OF LLANO AND 1-1/2 MILES
 BN0687'SOUTH OF THE SAN SABA-LLANO COUNTY LINE, ON THE SUMMIT OF
 BN0687'A RIDGE WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 BN0687'IT IS 18 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD AND 7
 BN0687'FEET NORTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0687'
 BN0687'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BN0687'16 AND 29 AT THE NORTH EDGE OF LLANO, GO NORTH ON HIGHWAY 16
 BN0687'FOR 9.05 MILES TO A CEMETERY ON THE RIGHT, CONTINUE NORTHERLY
 BN0687'ON THE HIGHWAY FOR 1.3 MILES TO A ROAD LEADING TO MR. WHITTS
 BN0687'HOUSE ON THE RIGHT, TURN RIGHT AND GO EASTERLY FOR 0.1 MILE
 BN0687'TO A BOARD GATE EAST OF THE HOUSE, PASS THROUGH THE GATE AND
 BN0687'PROCEED NORTHERLY TO A WIRE GATE AT THE SOUTHWEST CORNER OF
 BN0687'A STOCK PEN, PASS THROUGH THE GATE AND GO EASTERLY ON A TRACK
 BN0687'ROAD FOR 0.45 MILE TO A Y-JUNCTION, BEAR RIGHT AND CONTINUE
 BN0687'EASTERLY FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 BN0687'EASTERLY FOR 0.1 MILE TO A Y-JUNCTION AT THE TOP OF A HILL,
 BN0687'BEAR RIGHT AND GO SOUTH FOR 0.25 MILE TO A DIM TRACK ROAD ON
 BN0687'THE RIGHT, TURN RIGHT AND GO WESTERLY ON THE TRACK ROAD FOR
 BN0687'0.55 MILE TO THE STATION ON THE LEFT.
 BN0687'
 BN0687'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 BN0687'BABY 1935.
 BN0687'
 BN0687'REFERENCE MARK 1 IS 6 FEET SOUTHEAST OF THE CENTER OF THE
 BN0687'TRACK ROAD.  THE MARK PROJECTS 14 INCHES, AND THE DISK IS
 BN0687'STAMPED BABY NO 1 1935.
 BN0687'
 BN0687'REFERENCE MARK 2 PROJECTS 18 INCHES, AND THE DISK IS STAMPED
 BN0687'BABY NO 2 1935.
 BN0687'
 BN0687'REFERENCE MARK 3 PROJECTS 18 INCHES, AND THE DISK IS STAMPED
 BN0687'BABY NO 3 1935.
 BN0687'
 BN0687'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF THE TRACK
 BN0687'ROAD AND 3 FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0687'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BABY 1956.
 BN0687'
 BN0687'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0580 ***********************************************************************
 BN0580  DESIGNATION -  BACHELOR RESET
 BN0580  PID         -  BN0580
 BN0580  STATE/COUNTY-  TX/BURNET
 BN0580  USGS QUAD   -  BACHELOR PEAK (1967)
 BN0580
 BN0580                         *CURRENT SURVEY CONTROL
 BN0580  ___________________________________________________________________
 BN0580* NAD 83(1993)-  30 59 40.64490(N)    098 05 51.60365(W)     ADJUSTED  
 BN0580* NAVD 88     -       423.8    (meters)    1390.     (feet)  VERTCON   
 BN0580  ___________________________________________________________________
 BN0580  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 BN0580  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BN0580
 BN0580  HORZ ORDER  -  FIRST
 BN0580
 BN0580.The horizontal coordinates were established by classical geodetic methods
 BN0580.and adjusted by the National Geodetic Survey in February 1996..
 BN0580
 BN0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0580
 BN0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0580
 BN0580.The geoid height was determined by GEOID03.
 BN0580
 BN0580;                    North         East     Units Scale Factor Converg.
 BN0580;SPC TX C     - 3,149,355.940   913,487.956   MT  0.99988175   +1 09 05.4
 BN0580;SPC TX C     -10,332,511.95  2,997,001.74   sFT  0.99988175   +1 09 05.4
 BN0580;UTM  14      - 3,429,355.438   586,148.630   MT  0.99969154   +0 27 52.9
 BN0580
 BN0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0580!SPC TX C     -   0.99993748  x   0.99988175  =   0.99981924
 BN0580!UTM  14      -   0.99993748  x   0.99969154  =   0.99962904
 BN0580
 BN0580:                Primary Azimuth Mark                     Grid Az
 BN0580:SPC TX C     -  FLORENCE WATER TANK                      118 55 02.3
 BN0580:UTM  14      -  FLORENCE WATER TANK                      119 36 14.8
 BN0580
 BN0580|---------------------------------------------------------------------|
 BN0580| PID    Reference Object                     Distance      Geod. Az  |
 BN0580|                                                           dddmmss.s |
 BN0580| BM0939 FLORENCE WATER TANK                 APPROX.33.8 KM 1200407.7 |
 BN0580| BN0589 BERTRAM CITY WATER TANK             APPROX.28.3 KM 1713758.7 |
 BN0580| CV3687 BACHELOR RM 1                         6.280 METERS 19352     |
 BN0580| AI0425 BACHELOR AZ MK 2                                   2680540.7 |
 BN0580| CV3686 BACHELOR AZ MK                                     2694859.9 |
 BN0580| CV3688 BACHELOR RM 2                         6.285 METERS 31251     |
 BN0580|---------------------------------------------------------------------|
 BN0580
 BN0580                          SUPERSEDED SURVEY CONTROL
 BN0580
 BN0580  NAD 83(1986)-  30 59 40.65564(N)    098 05 51.58925(W) AD(       ) 1
 BN0580  NAD 27      -  30 59 40.02200(N)    098 05 50.49500(W) AD(       ) 1
 BN0580  NGVD 29 (07/19/86)  423.7    (m)         1390.     (f) VERT ANG       
 BN0580
 BN0580.Superseded values are not recommended for survey control.
 BN0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0580.See file dsdata.txt to determine how the superseded data were derived.
 BN0580
 BN0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8614929355(NAD 83)
 BN0580_MARKER: DS = TRIANGULATION STATION DISK
 BN0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0580_STAMPING: BACHELOR 1902 1943
 BN0580_MARK LOGO: CGS   
 BN0580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BN0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0580+STABILITY: SURFACE MOTION
 BN0580
 BN0580  HISTORY     - Date     Condition        Report By
 BN0580  HISTORY     - 1943     MONUMENTED       CGS
 BN0580  HISTORY     - 1953     GOOD             USGS
 BN0580  HISTORY     - 1957     GOOD             AMS
 BN0580  HISTORY     - 1967     GOOD             CGS
 BN0580  HISTORY     - 1967     GOOD             CGS
 BN0580  HISTORY     - 19821010 GOOD             NGS
 BN0580  HISTORY     - 19850510 GOOD             NGS
 BN0580
 BN0580                          STATION DESCRIPTION
 BN0580
 BN0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BN0580'THE STATION WAS RECOVERED ALTHOUGH THE MARK WAS BADLY DAMAGED.
 BN0580'THE SUB-SURFACE WAS FOUND DISPLACED AND BROKEN.  THE SURFACE
 BN0580'MARK WAS BROKEN ALMOST IN HALF BUT THE REMAINDER SEEMED TO
 BN0580'BE VERY SOLID IN PLACE.  THE CENTER OF THIS TILE CIRCLE WAS
 BN0580'TAKEN AND A NEW MARK ESTABLISHED AT THAT POINT.  THERE
 BN0580'WERE NO REFERENCE MARKS.
 BN0580'
 BN0580'THE STATION IS ON A PROMINENT POINTED HILL KNOWN AS BACHELOR
 BN0580'PEAK, ABOUT 7 MILES SE OF LAMPASAS AND 1/4 MILE NE OF ROUTE
 BN0580'74 IN PASTURE OWNED BY WILLARD CAMPBELL.  A NEW SURFACE AND
 BN0580'UNDERGROUND MARK WERE ESTABLISHED.
 BN0580'THE STATION IS ON THE TOP AND CENTER OF THIS KNOB
 BN0580'WHICH IS ABOUT 40 FEET IN DIAMETER.  THE MARK PROJECTS 6
 BN0580'INCHES AND IS STAMPED BACHELOR 1943 1902.
 BN0580'
 BN0580'REFERENCE MARK NO. 1 WAS ESTABLISHED.
 BN0580'IT IS ON THE SW BREAK OF THE HILL.  THE MARK PROJECTS 2
 BN0580'INCHES.
 BN0580'
 BN0580'REFERENCE MARK NO. 2 WAS ESTABLISHED.
 BN0580'IT IS ON THE NW SECTION OF THE HILL ABOUT 5 FEET S OF THE
 BN0580'BREAK OF THE HILL.  THE MARK PROJECTS 8 INCHES.
 BN0580'
 BN0580'AN AZIMUTH MARK WAS ESTABLISHED.  IT
 BN0580'IS 0.75 MILE NW OF THE GATE AND ENTRANCE TO MR. CAMPBELLS
 BN0580'FARM ON ROUTE 74.  THE MARK IS 44 FEET W OF THE CENTER LINE
 BN0580'OF ROUTE 74, 1 FOOT E OF THE FENCE AND A HIGHWAY BOUNDARY,
 BN0580'CONCRETE POST WHICH PROJECTS 18 INCHES.  THE AZIMUTH MARK
 BN0580'PROJECTS 1 INCH.
 BN0580'
 BN0580'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME OF THE STATION
 BN0580'AND WITH THE DATE 1943.  THEY ARE ALSO STAMPED WITH THEIR
 BN0580'RESPECTIVE NUMBERS.
 BN0580'
 BN0580'REACHED FROM LAMPASAS, BY ROUTE 74, BY GOING SE FROM THE
 BN0580'JUNCTION OF ROUTES 74 AND 190 FOR 7.1 MILES TO A BOARD GATE
 BN0580'ON THE LEFT.  FOLLOW ROAD THROUGH GATE, N FOR 0.45 MILE TO
 BN0580'BASE OF HILL.  STATION IS ON TOP AND CENTER OF HILL.
 BN0580
 BN0580                          STATION RECOVERY (1953)
 BN0580
 BN0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BN0580'RECOVERED BY USGS IN 1953.
 BN0580'STATION MARK--THE MARK IS STAMPED---BACHELOR 1902 1943--- AND PROJECTS
 BN0580'6 IN.
 BN0580
 BN0580                          STATION RECOVERY (1957)
 BN0580
 BN0580'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BN0580'STATION RECOVERED AS DESCRIBED AND PROJECTS 0.5 FEET.  IT IS
 BN0580'19 FEET NW OF EDGE OF HILL, 18 FEET SW OF EDGE OF HILL,
 BN0580'20/5 FEET SE OF REFERENCE MARK NO. 2, AND 20.9 FEET NE OF
 BN0580'REFERENCE MARK NO. 1.
 BN0580
 BN0580                          STATION RECOVERY (1967)
 BN0580
 BN0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0580'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 BN0580'FOUND IN GOOD CONDITION.  THE 1943 AZIMUTH MARK WAS NOT RECOVERED
 BN0580'AND A NEW AZIMUTH MARK WAS ESTABLISHED.  THE DIRECTIONS TO THE
 BN0580'REFERENCE MARKS AND THE DISTANCE TO REFERENCE MARK 2 CHECKED THE
 BN0580'1943 DATA.  THE DISTANCE TO REFERENCE MARK 1 MISSED THE 1943
 BN0580'MEASUREMENT .09 FOOT.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 BN0580'
 BN0580'THE STATION IS LOCATED ON A PROMINENT POINTED HILL KNOWN AS
 BN0580'BACHELOR PEAK, ABOUT 8 MILES SOUTHWEST OF KEMPNER, 7 MILES
 BN0580'SOUTHEAST OF LAMPASAS AND 1/2 MILE NORTH OF U.S. HIGHWAY 183.
 BN0580'
 BN0580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283, 190
 BN0580'AND 183 AT THE SOUTH SIDE OF LAMPASAS, GO SOUTHEASTERLY ON
 BN0580'HIGHWAY 183 FOR 6.2 MILES TO THE AZIMUTH MARK ON THE
 BN0580'RIGHT.  CONTINUE EASTERLY ON HIGHWAY 183 FOR 0.7 MILE TO A
 BN0580'GATE AND GRAVELED ROAD ON THE LEFT.  TURN LEFT, PASS THROUGH
 BN0580'THE GATE AND GO NORTHERLY ON THE GRAVELED ROAD FOR 0.5 MILE
 BN0580'TO A ROUND POINTED HILL AND THE STATION ON TOP OF THE HILL.
 BN0580'ABOUT A 3 MINUTE PACK TO TOP OF THE HILL AND STATION.
 BN0580'
 BN0580'THE STATION MARK IS A STANDARD DISK STAMPED BACHELOR 1902 1943,
 BN0580'SET IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 BN0580'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 24 FEET SOUTH OF
 BN0580'THE METAL WITNESS POST, 1 FOOT LOWER THAN THE STATION AND ON THE
 BN0580'SOUTH SLOPE OF THE HILL.
 BN0580'
 BN0580'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BACHELOR 1 1943, SET
 BN0580'IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 BN0580'THE SURFACE OF THE GROUND.  IT IS 24 FEET SOUTH OF THE METAL WITNESS
 BN0580'POST, 1 FOOT LOWER THAN THE STATION AND ON THE SOUTH SLOPE OF THE
 BN0580'HILL.
 BN0580'
 BN0580'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BACHELOR 2 1943,
 BN0580'SET IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 8
 BN0580'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 24 FEET NORTHWEST
 BN0580'OF THE METAL WITNESS POST, 1 FOOT LOWER THAN THE STATION AND ON
 BN0580'THE NORTHWEST SLOPE OF THE HILL.
 BN0580'
 BN0580'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BACHELOR 1943 AZ 2
 BN0580'1967, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 72
 BN0580'FEET SOUTH-SOUTHWEST OF THE CENTER OF HIGHWAY 183, 40 FEET
 BN0580'NORTHWEST OF A POWER POLE AND 14 FEET NORTH-NORTHEAST OF A
 BN0580'METAL WITNESS POST IN A FENCELINE.
 BN0580
 BN0580                          STATION RECOVERY (1967)
 BN0580
 BN0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0580'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 BN0580'
 BN0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHEAST
 BN0580'OF LAMPASAS.
 BN0580
 BN0580                          STATION RECOVERY (1982)
 BN0580
 BN0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BN0580'ALL OF THE MARKS WERE FOUND IN VERY GOOD CONDITION.  THE STATION WAS
 BN0580'NOT OCCUPIED AT THIS TIME BY NGS DUE TO A TARGET PLATFORM BEING OVER
 BN0580'THE STATION.  ALL OF THE OBSERVING DATA WAS TAKEN FROM THE 1967
 BN0580'DESCRIPTION.  THE DESCRIPTION IS TO DESCRIBE THE BACHELOR OFFSET
 BN0580'ESTABLISHED BY THE ARMY AND JPL.  THE STATION HAS BEEN CARED FOR BY
 BN0580'THE LAND OWNER WHO WILL NOT ALLOW IT TO BE DISTURBED.  THE STATION IS
 BN0580'LOCATED ON A PROMINENT HILL KNOWN LOCALLY AS BACHELOR PEAK.  IT IS
 BN0580'12.80 KM (7.95 MI) SOUTHWEST OF KEMPNER, 11.20 KM (6.95 MI) SOUTHEAST
 BN0580'OF LAMPASSAS, 0.80 KM (0.50 MI) NORTH OF U.S HIGHWAY 183 AND ON
 BN0580'PROPERTY OWNED BY HENRY V CAMPBELL JR OF LAMPASAS.  TO REACH THE
 BN0580'STATION FROM THE JUNCTION OF U.S HIGHWAY 190, 281 AND 183 IN THE SOUTH
 BN0580'EDGE OF LAMPASAS, GO SOUTHEAST ON U.S HIGHWAY 183 FOR 9.92 KM (6.15
 BN0580'MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHEAST ON U.S 183
 BN0580'FOR 1.12 KM (0.70 MI) TO A GRAVEL ROAD ON THE LEFT AND A LOCKED GATE.
 BN0580'TURN LEFT, PASS THRU THE GATE AND GO NORTH ON THE GRAVEL ROAD FOR 0.80
 BN0580'KM (0.50 MI) TO A HILL ON THE RIGHT AND THE STATION ON THE TOP OF THE
 BN0580'HILL.  THERE IS A SET OF STEPS WITH A HAND RAIL ON THE NORTH SIDE OF
 BN0580'THE HILL.  IT IS A FIVE MINUTE PACK TO THE TOP OF THE HILL.  THE
 BN0580'STATION MARK, STAMPED---BACHELOR 1902 1943---, IS A STANDARD DISK SET
 BN0580'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT
 BN0580'IS 0.91 METER (2.99 FT) NORTH OF A WITNESS POST AND ON THE HIGHEST
 BN0580'POINT OF THE HILL.  REFERENCE MARK 1, STAMPED---BACHELOR 1 1943---, IS
 BN0580'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 BN0580'PROJECTING 0.06 METER.  (0.20 FT) IT IS ON THE SOUTH-SOUTHWEST EDGE OF
 BN0580'THE HILL.  REFERENCE MARK 2, STAMPED---BACHELOR 2 1943---, IS A
 BN0580'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 BN0580'8 INCHES AND IS ON THE NORTHWEST EDGE OF THE HILL.  AZIMUTH MARK 2 IS
 BN0580'STAMPED---BACHELOR 1943 AZ 2---, IT IS A STANDARD DISK SET IN A DRILL
 BN0580'HOLE IN BEDROCK ABOUT 1 METER (3.3 FT) HIGHER THAT THE ROAD.  IT IS
 BN0580'21.95 METERSS SOUTHWEST OF THE CENTER OF THE HIGHWAY, 04.27 METERS
 BN0580'(14.01 FT) NORTHEAST OF A FENCE AND ON THE EAST EDGE OF A LEDGE.
 BN0580'BACHELOR OFFSET, STAMPED---BACHELOR OFFSET---IS AN ALUMINUM DISK SET
 BN0580'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 BN0580'18.29 METERS (60.01 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY AND
 BN0580'4.57 METERS (14.99 FT) NORTHEAST OF A FENCE.  TO REACH THE OFFSET
 BN0580'STATION FROM THE LOCKED GATE, GO SOUTHEAST ON U.S HIGHWAY 183 FOR 0.64
 BN0580'TO THE MARK ON THE RIGHT.
 BN0580
 BN0580                          STATION RECOVERY (1985)
 BN0580
 BN0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 BN0580'THE STATION WAS RECOVERED AS DESCRIBED.  ACCESS TO THE STATION SHOULD
 BN0580'BE MADE THRU THE COUNTY SURVEYOR OF LAMPASAS COUNTY IN LAMPASAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1433 ***********************************************************************
 AB1433  DESIGNATION -  BACK 1913
 AB1433  PID         -  AB1433
 AB1433  STATE/COUNTY-  TX/KENEDY
 AB1433  USGS QUAD   -  SOUTH OF POTRERO LOPENO NW (1975)
 AB1433
 AB1433                         *CURRENT SURVEY CONTROL
 AB1433  ___________________________________________________________________
 AB1433* NAD 83(1993)-  26 39 55.80302(N)    097 24 22.92605(W)     ADJUSTED  
 AB1433* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AB1433  ___________________________________________________________________
 AB1433  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AB1433  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AB1433
 AB1433  HORZ ORDER  -  THIRD
 AB1433
 AB1433.The horizontal coordinates were established by classical geodetic methods
 AB1433.and adjusted by the National Geodetic Survey in February 1996..
 AB1433
 AB1433.The orthometric height was scaled from a topographic map.
 AB1433
 AB1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1433
 AB1433.The geoid height was determined by GEOID03.
 AB1433
 AB1433;                    North         East     Units Scale Factor Converg.
 AB1433;SPC TX S     - 5,111,134.468   408,856.656   MT  0.99991183   +0 29 47.5
 AB1433;SPC TX S     -16,768,780.33  1,341,390.55   sFT  0.99991183   +0 29 47.5
 AB1433;UTM  14      - 2,950,377.223   658,589.898   MT  0.99991051   +0 42 55.2
 AB1433
 AB1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1433!SPC TX S     -   1.00000365  x   0.99991183  =   0.99991548
 AB1433!UTM  14      -   1.00000365  x   0.99991051  =   0.99991416
 AB1433
 AB1433                          SUPERSEDED SURVEY CONTROL
 AB1433
 AB1433  NAD 83(1986)-  26 39 55.81852(N)    097 24 22.89265(W) AD(       ) 3
 AB1433  NAD 27      -  26 39 54.59200(N)    097 24 21.97500(W) AD(       ) 3
 AB1433
 AB1433.Superseded values are not recommended for survey control.
 AB1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1433.See file dsdata.txt to determine how the superseded data were derived.
 AB1433
 AB1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5859050377(NAD 83)
 AB1433_MARKER: Z = SEE DESCRIPTION
 AB1433_SETTING: 0 = UNSPECIFIED SETTING
 AB1433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1433
 AB1433  HISTORY     - Date     Condition        Report By
 AB1433  HISTORY     - 1913     MONUMENTED       CGS
 AB1433  HISTORY     - 1950     MARK NOT FOUND   CGS
 AB1433
 AB1433                          STATION DESCRIPTION
 AB1433
 AB1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1433'STATION NOT RECOVERED.  THIS POSITION MIGHT STILL EXIST
 AB1433'BUT IT IS DOUBTFUL SINCE THE STATION WAS MARKED BY WOODEN
 AB1433'STAKES IN 1913.  IT IS RECOMMENDED THAT THIS STATION BE
 AB1433'CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0081 ***********************************************************************
 AB0081  DESIGNATION -  BAGDAD 1
 AB0081  PID         -  AB0081
 AB0081  STATE/COUNTY-  TX/CAMERON
 AB0081  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0081
 AB0081                         *CURRENT SURVEY CONTROL
 AB0081  ___________________________________________________________________
 AB0081* NAD 83(1986)-  25 57 04.     (N)    097 09 34.     (W)     SCALED    
 AB0081* NAVD 88     -         1.189  (meters)       3.90   (feet)  ADJUSTED  
 AB0081  ___________________________________________________________________
 AB0081  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 AB0081  DYNAMIC HT  -           1.187 (meters)       3.89  (feet)  COMP
 AB0081  MODELED GRAV-     979,062.7   (mgal)                       NAVD 88
 AB0081
 AB0081  VERT ORDER  -  SECOND    CLASS 0
 AB0081
 AB0081.The horizontal coordinates were scaled from a topographic map and have
 AB0081.an estimated accuracy of +/- 6 seconds.
 AB0081
 AB0081.The orthometric height was determined by differential leveling
 AB0081.and adjusted by the National Geodetic Survey in June 1991..
 AB0081
 AB0081.The geoid height was determined by GEOID03.
 AB0081
 AB0081.The dynamic height is computed by dividing the NAVD 88
 AB0081.geopotential number by the normal gravity value computed on the
 AB0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0081.degrees latitude (g = 980.6199 gals.).
 AB0081
 AB0081.The modeled gravity was interpolated from observed gravity values.
 AB0081
 AB0081;                    North         East    Units  Estimated Accuracy
 AB0081;SPC TX S     - 5,032,230.      434,280.      MT  (+/- 180 meters Scaled)
 AB0081
 AB0081                          SUPERSEDED SURVEY CONTROL
 AB0081
 AB0081  NGVD 29 (??/??/92)    1.286  (m)            4.22   (f) ADJ UNCH    2 0
 AB0081
 AB0081.Superseded values are not recommended for survey control.
 AB0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0081.See file dsdata.txt to determine how the superseded data were derived.
 AB0081
 AB0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP842715(NAD 83)
 AB0081_MARKER: DR = REFERENCE MARK DISK
 AB0081_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB0081_SP_SET: 50 FEET
 AB0081_STAMPING: BAGDAD NO 1 1970
 AB0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0081
 AB0081  HISTORY     - Date     Condition        Report By
 AB0081  HISTORY     - 1970     MONUMENTED       NGS
 AB0081  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0081
 AB0081                          STATION DESCRIPTION
 AB0081
 AB0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AB0081'2.5 MI SW FROM BOCA CHICA.
 AB0081'2.8 MILES SOUTH ALONG THE BEACH FROM THE END OF THE ROAD AT BOCA CHICA
 AB0081'BEACH TO THE MOUTH OF THE RIO GRANDE RIVER, THENCE WESTERLY ALONG THE
 AB0081'RIVER FOR 1.2 MILES TO THE FIRST POINT WHERE THE RIVER BENDS TO THE
 AB0081'NORTH AND THE MARK.  IT IS 60 PACES EAST OF THE RIVER, 5 FEET SOUTH OF
 AB0081'A BLACK WOODEN WITNESS POST.  IT IS A BENCH MARK DISK CRIMPED ON THE
 AB0081'TOP OF A COPPER COATED STEEL ROD DRIVEN IN THE GROUND 50 FEET AND
 AB0081'PROJECTING 2 FEET.  THE ROD IS ENCASED IN A 4 INCH PLASTIC PIPE.
 AB0081
 AB0081                          STATION RECOVERY (1991)
 AB0081
 AB0081'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0082 ***********************************************************************
 AB0082  DESIGNATION -  BAGDAD 2
 AB0082  PID         -  AB0082
 AB0082  STATE/COUNTY-  TX/CAMERON
 AB0082  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0082
 AB0082                         *CURRENT SURVEY CONTROL
 AB0082  ___________________________________________________________________
 AB0082* NAD 83(1986)-  25 57 04.     (N)    097 09 34.     (W)     SCALED    
 AB0082* NAVD 88     -         1.146  (meters)       3.76   (feet)  ADJUSTED  
 AB0082  ___________________________________________________________________
 AB0082  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 AB0082  DYNAMIC HT  -           1.144 (meters)       3.75  (feet)  COMP
 AB0082  MODELED GRAV-     979,062.7   (mgal)                       NAVD 88
 AB0082
 AB0082  VERT ORDER  -  SECOND    CLASS 0
 AB0082
 AB0082.The horizontal coordinates were scaled from a topographic map and have
 AB0082.an estimated accuracy of +/- 6 seconds.
 AB0082
 AB0082.The orthometric height was determined by differential leveling
 AB0082.and adjusted by the National Geodetic Survey in June 1991..
 AB0082
 AB0082.The geoid height was determined by GEOID03.
 AB0082
 AB0082.The dynamic height is computed by dividing the NAVD 88
 AB0082.geopotential number by the normal gravity value computed on the
 AB0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0082.degrees latitude (g = 980.6199 gals.).
 AB0082
 AB0082.The modeled gravity was interpolated from observed gravity values.
 AB0082
 AB0082;                    North         East    Units  Estimated Accuracy
 AB0082;SPC TX S     - 5,032,230.      434,280.      MT  (+/- 180 meters Scaled)
 AB0082
 AB0082                          SUPERSEDED SURVEY CONTROL
 AB0082
 AB0082  NGVD 29 (??/??/92)    1.243  (m)            4.08   (f) ADJ UNCH    2 0
 AB0082
 AB0082.Superseded values are not recommended for survey control.
 AB0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0082.See file dsdata.txt to determine how the superseded data were derived.
 AB0082
 AB0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP842715(NAD 83)
 AB0082_MARKER: DR = REFERENCE MARK DISK
 AB0082_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB0082_SP_SET: 50 FEET
 AB0082_STAMPING: BAGDAD NO 2 1970
 AB0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0082
 AB0082  HISTORY     - Date     Condition        Report By
 AB0082  HISTORY     - 1970     MONUMENTED       NGS
 AB0082  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0082
 AB0082                          STATION DESCRIPTION
 AB0082
 AB0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AB0082'2.5 MI SW FROM BOCA CHICA.
 AB0082'2.8 MILES SOUTH ALONG THE BEACH FROM THE END OF THE ROAD AT BOCA CHICA
 AB0082'BEACH TO THE MOUTH OF THE RIO GRANDE RIVER, THENCE WESTERLY ALONG THE
 AB0082'RIVER FOR 1.2 MILES TO THE FIRST POINT WHERE THE RIVER BENDS TO THE
 AB0082'NORTH AND THE MARK.  IT IS 32 PACES EAST OF THE RIVER, 6 FEET EAST OF
 AB0082'A BLACK WOODEN POST.  IT IS A BENCH MARK DISK CRIMPED ON THE TOP OF A
 AB0082'COPPER COATED STEEL ROD DRIVEN IN THE GROUND 50 FEET AND PROJECTING 2
 AB0082'FEET.  THE ROD IS ENCASED IN A 4 INCH PLASTIC PIPE.
 AB0082
 AB0082                          STATION RECOVERY (1991)
 AB0082
 AB0082'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0083 ***********************************************************************
 AB0083  DESIGNATION -  BAGDAD 3
 AB0083  PID         -  AB0083
 AB0083  STATE/COUNTY-  TX/CAMERON
 AB0083  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0083
 AB0083                         *CURRENT SURVEY CONTROL
 AB0083  ___________________________________________________________________
 AB0083* NAD 83(1986)-  25 57 04.     (N)    097 09 34.     (W)     SCALED    
 AB0083* NAVD 88     -         1.350  (meters)       4.43   (feet)  ADJUSTED  
 AB0083  ___________________________________________________________________
 AB0083  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 AB0083  DYNAMIC HT  -           1.348 (meters)       4.42  (feet)  COMP
 AB0083  MODELED GRAV-     979,062.7   (mgal)                       NAVD 88
 AB0083
 AB0083  VERT ORDER  -  SECOND    CLASS 0
 AB0083
 AB0083.The horizontal coordinates were scaled from a topographic map and have
 AB0083.an estimated accuracy of +/- 6 seconds.
 AB0083
 AB0083.The orthometric height was determined by differential leveling
 AB0083.and adjusted by the National Geodetic Survey in June 1991..
 AB0083
 AB0083.The geoid height was determined by GEOID03.
 AB0083
 AB0083.The dynamic height is computed by dividing the NAVD 88
 AB0083.geopotential number by the normal gravity value computed on the
 AB0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0083.degrees latitude (g = 980.6199 gals.).
 AB0083
 AB0083.The modeled gravity was interpolated from observed gravity values.
 AB0083
 AB0083;                    North         East    Units  Estimated Accuracy
 AB0083;SPC TX S     - 5,032,230.      434,280.      MT  (+/- 180 meters Scaled)
 AB0083
 AB0083                          SUPERSEDED SURVEY CONTROL
 AB0083
 AB0083  NGVD 29 (??/??/92)    1.448  (m)            4.75   (f) ADJ UNCH    2 0
 AB0083
 AB0083.Superseded values are not recommended for survey control.
 AB0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0083.See file dsdata.txt to determine how the superseded data were derived.
 AB0083
 AB0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP842715(NAD 83)
 AB0083_MARKER: DR = REFERENCE MARK DISK
 AB0083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB0083_SP_SET: 50 FEET
 AB0083_STAMPING: BAGDAD NO 3 1970
 AB0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0083
 AB0083  HISTORY     - Date     Condition        Report By
 AB0083  HISTORY     - 1970     MONUMENTED       NGS
 AB0083  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0083
 AB0083                          STATION DESCRIPTION
 AB0083
 AB0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AB0083'2.5 MI SW FROM BOCA CHICA.
 AB0083'2.8 MILES SOUTH ALONG THE BEACH FROM THE END OF THE ROAD AT BOCA CHICA
 AB0083'BEACH TO THE MOUTH OF THE RIO GRANDE RIVER, THENCE WESTERLY ALONG THE
 AB0083'RIVER FOR 1.2 MILES TO THE FIRST POINT WHERE THE RIVER BENDS TO THE
 AB0083'NORTH AND THE MARK.  IT IS 16 PACES EAST OF THE RIVER, 6 FEET EAST OF
 AB0083'A BLACK WOODEN WITNESS POST.  IT IS A BENCH MARK DISK CRIMPED ON THE
 AB0083'TOP OF A COPPER COATED STEEL ROD DRIVEN IN THE GROUND 50 FEET AND
 AB0083'PROJECTING 2 FEET.  THE ROD IS ENCASED IN A 4 INCH PLASTIC PIPE.
 AB0083
 AB0083                          STATION RECOVERY (1991)
 AB0083
 AB0083'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0678 ***********************************************************************
 AO0678  DESIGNATION -  BAGGETT
 AO0678  PID         -  AO0678
 AO0678  STATE/COUNTY-  TX/ZAVALA
 AO0678  USGS QUAD   -  SNAKE CREEK (1974)
 AO0678
 AO0678                         *CURRENT SURVEY CONTROL
 AO0678  ___________________________________________________________________
 AO0678* NAD 83(1993)-  28 39 35.78010(N)    099 29 56.47925(W)     ADJUSTED  
 AO0678* NAVD 88     -       209.5    (meters)     687.     (feet)  VERTCON   
 AO0678  ___________________________________________________________________
 AO0678  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AO0678  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AO0678
 AO0678  HORZ ORDER  -  FIRST
 AO0678
 AO0678.The horizontal coordinates were established by classical geodetic methods
 AO0678.and adjusted by the National Geodetic Survey in February 1996..
 AO0678
 AO0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0678
 AO0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0678
 AO0678.The geoid height was determined by GEOID03.
 AO0678
 AO0678;                    North         East     Units Scale Factor Converg.
 AO0678;SPC TXSC     - 4,091,715.985   551,221.007   MT  0.99993211   -0 14 40.1
 AO0678;SPC TXSC     -13,424,238.19  1,808,464.25   sFT  0.99993211   -0 14 40.1
 AO0678;UTM  14      - 3,170,412.562   451,236.725   MT  0.99962934   -0 14 21.6
 AO0678
 AO0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0678!SPC TXSC     -   0.99997087  x   0.99993211  =   0.99990298
 AO0678!UTM  14      -   0.99997087  x   0.99962934  =   0.99960022
 AO0678
 AO0678|---------------------------------------------------------------------|
 AO0678| PID    Reference Object                     Distance      Geod. Az  |
 AO0678|                                                           dddmmss.s |
 AO0678| CV3690 BAGGETT RM 1                         23.072 METERS 03844     |
 AO0678| CV3691 BAGGETT RM 2                         18.986 METERS 13530     |
 AO0678| CV3689 BAGGETT AZ MK                                      1794153.4 |
 AO0678| AO0757 BIG WELLS MUN TANK                  APPROX.11.7 KM 2170523.5 |
 AO0678| AO0759 BRUNDAGE CABLE VISION MAST          APPROX.25.4 KM 2451540.0 |
 AO0678|---------------------------------------------------------------------|
 AO0678
 AO0678                          SUPERSEDED SURVEY CONTROL
 AO0678
 AO0678  NAD 83(1986)-  28 39 35.77799(N)    099 29 56.45759(W) AD(       ) 1
 AO0678  NAD 27      -  28 39 34.84978(N)    099 29 55.30240(W) AD(       ) 1
 AO0678  NGVD 29 (07/19/86)  209.4    (m)          687.     (f) VERT ANG       
 AO0678
 AO0678.Superseded values are not recommended for survey control.
 AO0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0678.See file dsdata.txt to determine how the superseded data were derived.
 AO0678
 AO0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS5123770413(NAD 83)
 AO0678_MARKER: DS = TRIANGULATION STATION DISK
 AO0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0678_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0678
 AO0678  HISTORY     - Date     Condition        Report By
 AO0678  HISTORY     - 1971     MONUMENTED       NGS
 AO0678
 AO0678                          STATION DESCRIPTION
 AO0678
 AO0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0678'THE STATION IS ABOUT 20 MILES WEST OF DILLEY, 10-1/2 MILES WEST OF
 AO0678'SAINT MARYS, 5-1/2 MILES NORTH AND 4-1/4 MILES EAST OF BIG WELLS, 1
 AO0678'MILE NORTH OF THE DIMMIT-ZAVALA COUNTY LINE, ON LAND OWNED BY MR.
 AO0678'JEFF BAGGETT OF SAN ANTONIO, TEXAS AND LEASED BY MR. GARDNER GRAHAM
 AO0678'OF BIG WELLS, PHONE NUMBER 457-2369.
 AO0678'
 AO0678'TO REACH THE STATION FROM THE POST OFFICE IN BIG WELLS, GO EAST ON
 AO0678'STATE HIGHWAY 85 FOR 3.05 MILES TO FARM ROAD 468 ON THE RIGHT.
 AO0678'CONTINUE AHEAD ON HIGHWAY 85 AND GO NORTHEAST FOR 1.8 MILES TO A
 AO0678'CATTLE GUARD ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED
 AO0678'ROAD FOR 0.95 MILE TO A FORK AND TWO METAL GATES.  PASS THROUGH THE
 AO0678'RIGHT GATE AND GO NORTH ON A DIRT ROAD ALONG THE EAST SIDE OF A
 AO0678'FENCE FOR 2.15 MILES TO A METAL GATE.  PASS THROUGH THE GATE AND
 AO0678'CONTINUE NORTH ON THE BLADED DIRT ROAD FOR 1.0 MILE TO ANOTHER GATE.
 AO0678'PASS THROUGH THE GATE AND GO NORTH ON THE BLADED ROAD FOR 0.05
 AO0678'MILE TO A FORK.  KEEP RIGHT AND GO NORTHEAST ON A BLADED ROAD FOR
 AO0678'0.15 MILE TO ANOTHER FORK.  KEEP LEFT AND GO NORTHEAST ALONG THE
 AO0678'SOUTH SIDE OF A POWER LINE FOLLOWING ROAD FOR 0.25 MILE TO A
 AO0678'FORK AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND FOLLOW
 AO0678'BLADED ROAD NORTH FOR 0.6 MILE TO THE HIGHEST PART OF HILL AND THE
 AO0678'STATION ON LEFT.
 AO0678'
 AO0678'STATION MARKS ARE STANDARD DISKS STAMPED BAGGETT 1971.  THE SURFACE
 AO0678'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0678'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 126 FEET
 AO0678'EAST OF THE EAST EDGE OF THE BRUSH AREA, 84.5 FEET WEST OF THE
 AO0678'CENTER OF A BLADED ROAD, 60 FEET EAST OF THE HIGHEST PART OF THE
 AO0678'HILL AND 4 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND
 AO0678'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 46 INCHES
 AO0678'BELOW THE GROUND SURFACE.
 AO0678'
 AO0678'REFERENCE MARK 1, A STANDARD DISK STAMPED BAGGETT NO 1 1971, IS SET
 AO0678'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AO0678'7 INCHES ABOVE THE GROUND SURFACE.  IT IS 78.7 FEET NORTHEAST OF
 AO0678'THE METAL WITNESS POST, 38.5 FEET WEST OF THE CENTER OF THE BLADED
 AO0678'ROAD AND APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 AO0678'
 AO0678'REFERENCE MARK 2, A STANDARD DISK STAMPED BAGGETT NO 2 1971, IS SET
 AO0678'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AO0678'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 59.4 FEET SOUTHEAST OF THE
 AO0678'METAL WITNESS POST, 39 FEET WEST OF THE CENTER OF THE BLADED ROAD
 AO0678'AND APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 AO0678'
 AO0678'AZIMUTH MARK, A STANDARD DISK STAMPED BAGGETT 1971, IS SET IN THE TOP
 AO0678'OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH WITH
 AO0678'THE GROUND.  IT IS 52 FEET NORTHWEST OF THE CENTER OF THE FORK, 2.5
 AO0678'FEET WEST OF A POWER LINE POLE AND 2 FEET NORTHWEST OF A METAL
 AO0678'WITNESS POST.
 AO0678'
 AO0678'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0951 ***********************************************************************
 EN0951  DESIGNATION -  BAGGETT
 EN0951  PID         -  EN0951
 EN0951  STATE/COUNTY-  TX/DONLEY
 EN0951  USGS QUAD   -  LELIA LAKE CREEK (1982)
 EN0951
 EN0951                         *CURRENT SURVEY CONTROL
 EN0951  ___________________________________________________________________
 EN0951* NAD 83(1993)-  34 52 39.75772(N)    100 38 06.92528(W)     ADJUSTED  
 EN0951* NAVD 88     -       796.1    (meters)    2612.     (feet)  VERTCON   
 EN0951  ___________________________________________________________________
 EN0951  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 EN0951  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EN0951
 EN0951  HORZ ORDER  -  THIRD
 EN0951
 EN0951.The horizontal coordinates were established by classical geodetic methods
 EN0951.and adjusted by the National Geodetic Survey in February 1996..
 EN0951
 EN0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0951
 EN0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0951
 EN0951.The geoid height was determined by GEOID03.
 EN0951
 EN0951;                    North         East     Units Scale Factor Converg.
 EN0951;SPC TX N     - 1,097,716.811   279,053.505   MT  0.99995502   +0 30 04.1
 EN0951;SPC TX N     - 3,601,425.90    915,528.04   sFT  0.99995502   +0 30 04.1
 EN0951;UTM  14      - 3,860,701.477   350,551.347   MT  0.99987528   -0 56 06.9
 EN0951
 EN0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0951!SPC TX N     -   0.99987930  x   0.99995502  =   0.99983433
 EN0951!UTM  14      -   0.99987930  x   0.99987528  =   0.99975460
 EN0951
 EN0951                          SUPERSEDED SURVEY CONTROL
 EN0951
 EN0951  NAD 83(1993)-  34 52 39.75932(N)    100 38 06.92412(W) AD(       ) 3
 EN0951  NAD 83(1986)-  34 52 39.76279(N)    100 38 06.91656(W) AD(       ) 3
 EN0951  NGVD 29 (01/19/93)  795.8    (m)         2611.     (f) VERT ANG       
 EN0951
 EN0951.Superseded values are not recommended for survey control.
 EN0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0951.See file dsdata.txt to determine how the superseded data were derived.
 EN0951
 EN0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5055160701(NAD 83)
 EN0951_MARKER: DD = SURVEY DISK
 EN0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0951+STABILITY: SURFACE MOTION
 EN0951
 EN0951  HISTORY     - Date     Condition        Report By
 EN0951  HISTORY     - 1958     MONUMENTED       USGS
 EN0951  HISTORY     - 1962     GOOD             USGS
 EN0951
 EN0951                          STATION DESCRIPTION
 EN0951
 EN0951'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EN0951'STATION LOCATED 1.5 MI. E. AND 0.7 MI. N. OF FT. WORTH AND DENVER
 EN0951'RAILWAY STATION AT HEDLEY, TEXAS, 0.3 MI. S. OF TEXAS STATE HIGHWAY
 EN0951'203 ON TOP OF HILL AT BAGGETT FARMHOUSE, 35 FT. E. OF HOUSE, 2 FT. E.
 EN0951'OF FENCE POST.
 EN0951'
 EN0951'TO REACH FROM FT. WORTH AND DENVER RAILWAY STATION AT HEDLEY, TEXAS,
 EN0951'PROCEED SE. 0.2 MI., THENCE 0.9 MI. NE. ALONG STATE HIGHWAY 203 TO
 EN0951'CROSSROADS, THENCE E. 1.0 MI. ALONG GRADED RD. TO FARMHOUSE AND
 EN0951'STATION.
 EN0951'
 EN0951'RECOVERED BY USGS IN 1962.
 EN0951'
 EN0951'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 EN0951'0.3 FT., STAMPED---BAGGETT-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1097 ***********************************************************************
 DN1097  DESIGNATION -  BAILEY
 DN1097  PID         -  DN1097
 DN1097  STATE/COUNTY-  TX/FANNIN
 DN1097  USGS QUAD   -  LEONARD (1964)
 DN1097
 DN1097                         *CURRENT SURVEY CONTROL
 DN1097  ___________________________________________________________________
 DN1097* NAD 83(1993)-  33 25 10.16909(N)    096 10 56.27711(W)     ADJUSTED  
 DN1097* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 DN1097  ___________________________________________________________________
 DN1097  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DN1097  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DN1097
 DN1097  HORZ ORDER  -  THIRD
 DN1097
 DN1097.The horizontal coordinates were established by classical geodetic methods
 DN1097.and adjusted by the National Geodetic Survey in February 1996..
 DN1097
 DN1097.The orthometric height was scaled from a topographic map.
 DN1097
 DN1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1097
 DN1097.The geoid height was determined by GEOID03.
 DN1097
 DN1097;                    North         East     Units Scale Factor Converg.
 DN1097;SPC TXNC     - 2,196,749.849   815,525.292   MT  0.99989316   +1 15 50.6
 DN1097;SPC TXNC     - 7,207,170.13  2,675,602.56   sFT  0.99989316   +1 15 50.6
 DN1097;UTM  14      - 3,701,343.408   762,007.074   MT  1.00044643   +1 33 10.0
 DN1097
 DN1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1097!SPC TXNC     -   0.99996919  x   0.99989316  =   0.99986235
 DN1097!UTM  14      -   0.99996919  x   1.00044643  =   1.00041560
 DN1097
 DN1097|---------------------------------------------------------------------|
 DN1097| PID    Reference Object                     Distance      Geod. Az  |
 DN1097|                                                           dddmmss.s |
 DN1097| CX9646 BAILEY RM 1                           7.367 METERS 05259     |
 DN1097| CX9645 BAILEY AZ MK                                       2312740.9 |
 DN1097| CX9647 BAILEY RM 2                           9.557 METERS 23614     |
 DN1097| DN1096 LEONARD MUNICIPAL TANK              APPROX. 6.7 KM 2393603.5 |
 DN1097|---------------------------------------------------------------------|
 DN1097
 DN1097                          SUPERSEDED SURVEY CONTROL
 DN1097
 DN1097  NAD 83(1993)-  33 25 10.17083(N)    096 10 56.27432(W) AD(       ) 3
 DN1097  NAD 83(1986)-  33 25 10.17572(N)    096 10 56.26654(W) AD(       ) 3
 DN1097  NAD 27      -  33 25 09.78530(N)    096 10 55.35040(W) AD(       ) 3
 DN1097
 DN1097.Superseded values are not recommended for survey control.
 DN1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1097.See file dsdata.txt to determine how the superseded data were derived.
 DN1097
 DN1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6200701343(NAD 83)
 DN1097_MARKER: DS = TRIANGULATION STATION DISK
 DN1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1097+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2002
 DN1097
 DN1097  HISTORY     - Date     Condition        Report By
 DN1097  HISTORY     - 1957     MONUMENTED       CGS
 DN1097  HISTORY     - 1958     GOOD             CGS
 DN1097  HISTORY     - 19940404 GOOD             USPSQD
 DN1097  HISTORY     - 20020928 GOOD             INDIV
 DN1097
 DN1097                          STATION DESCRIPTION
 DN1097
 DN1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1097'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF LEONARD,
 DN1097'1.0 MILE SOUTHWEST OF BAILEY ON THE WEST RIGHT-OF-WAY OF
 DN1097'STATE HIGHWAY 78.  IT IS 57 FEET SOUTHWEST OF THE SOUTHWEST
 DN1097'CORNER OF A HOUSE, 48 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 DN1097'78, 23 FEET WEST OF A FENCE CORNER, 4 FEET EAST OF A WITNESS
 DN1097'POST AND 3 FEET SOUTH OF A FENCE.  IT IS STAMPED BAILEY 1957
 DN1097'AND PROJECTS 3 INCHES.
 DN1097'
 DN1097'REFERENCE MARK NO. 1 IS 48 FEET NORTH OF THE CENTER OF STATE
 DN1097'HIGHWAY 78, 42 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE AND
 DN1097'2 FEET SOUTH OF A FENCE CORNER.  IT IS STAMPED BAILEY NO 1
 DN1097'1957 AND IS SET FLUSH.
 DN1097'
 DN1097'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF THE CENTER OF STATE
 DN1097'HIGHWAY 78, 27 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH
 DN1097'OF A FENCE.  IT IS STAMPED BAILEY NO 2 1957 AND IS SET FLUSH.
 DN1097'
 DN1097'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 DN1097'THE SOUTH HEADWALL OF A CEMENT CULVERT.  IT IS 27 FEET SOUTH
 DN1097'OF THE CENTER OF STATE HIGHWAY 78, 12 FEET EAST OF A ROUND
 DN1097'HIGHWAY POST AND 1 FOOT WEST OF THE EAST END OF THE CULVERT.
 DN1097'IT IS STAMPED BAILEY 1957 AND PROJECTS 6 INCHES.
 DN1097'
 DN1097'TO REACH THE STATION FROM THE POST OFFICE IN BAILEY, GO SOUTH
 DN1097'AND SOUTHWEST ON STATE HIGHWAY 78 FOR 1.3 MILES TO A HOUSE
 DN1097'AND THE STATION ON THE RIGHT AS DESCRIBED.
 DN1097'
 DN1097'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT
 DN1097'AHEAD, SOUTHWEST, ON STATE HIGHWAY 78 FOR 0.45 MILE TO THE
 DN1097'MARK ON THE LEFT AS DESCRIBED.
 DN1097
 DN1097                          STATION RECOVERY (1958)
 DN1097
 DN1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1097'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1097'MARK WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1097'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 DN1097
 DN1097                          STATION RECOVERY (1994)
 DN1097
 DN1097'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1097'RECOVERED IN GOOD CONDITION.
 DN1097
 DN1097                          STATION RECOVERY (2002)
 DN1097
 DN1097'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1097'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0752 ***********************************************************************
 DQ0752  DESIGNATION -  BAILEY
 DQ0752  PID         -  DQ0752
 DQ0752  STATE/COUNTY-  TX/BAILEY
 DQ0752  USGS QUAD   -  THREE WAY SCHOOL (1968)
 DQ0752
 DQ0752                         *CURRENT SURVEY CONTROL
 DQ0752  ___________________________________________________________________
 DQ0752* NAD 83(1993)-  33 58 28.27564(N)    102 58 28.79679(W)     ADJUSTED  
 DQ0752* NAVD 88     -      1240.0    (meters)    4068.     (feet)  VERTCON   
 DQ0752  ___________________________________________________________________
 DQ0752  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 DQ0752  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DQ0752
 DQ0752  HORZ ORDER  -  FIRST
 DQ0752
 DQ0752.The horizontal coordinates were established by classical geodetic methods
 DQ0752.and adjusted by the National Geodetic Survey in February 1996..
 DQ0752
 DQ0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0752
 DQ0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0752
 DQ0752.The geoid height was determined by GEOID03.
 DQ0752
 DQ0752;                    North         East     Units Scale Factor Converg.
 DQ0752;SPC TXNC     - 2,264,736.074   186,609.692   MT  1.00000220   -2 26 25.6
 DQ0752;SPC TXNC     - 7,430,221.60    612,235.30   sFT  1.00000220   -2 26 25.6
 DQ0752;SPC NM E     -   330,662.909   290,550.715   MT  1.00010335   +0 45 33.7
 DQ0752;SPC NM E     - 1,084,849.89    953,248.47   sFT  1.00010335   +0 45 33.7
 DQ0752;UTM  13      - 3,761,179.404   687,105.797   MT  1.00003158   +1 07 55.7
 DQ0752
 DQ0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0752!SPC TXNC     -   0.99980902  x   1.00000220  =   0.99981122
 DQ0752!SPC NM E     -   0.99980902  x   1.00010335  =   0.99991235
 DQ0752!UTM  13      -   0.99980902  x   1.00003158  =   0.99984060
 DQ0752
 DQ0752:                Primary Azimuth Mark                     Grid Az
 DQ0752:SPC TXNC     -  BAILEY AZ MK                             093 40 29.0
 DQ0752:SPC NM E     -  BAILEY AZ MK                             090 28 29.7
 DQ0752:UTM  13      -  BAILEY AZ MK                             090 06 07.7
 DQ0752
 DQ0752|---------------------------------------------------------------------|
 DQ0752| PID    Reference Object                     Distance      Geod. Az  |
 DQ0752|                                                           dddmmss.s |
 DQ0752| CJ5661 BAILEY AZ MK                                       0911403.4 |
 DQ0752| CJ5662 BAILEY RM 1                          30.858 METERS 16346     |
 DQ0752| CJ5663 BAILEY RM 2                          44.879 METERS 27218     |
 DQ0752|---------------------------------------------------------------------|
 DQ0752
 DQ0752                          SUPERSEDED SURVEY CONTROL
 DQ0752
 DQ0752  NAD 83(1993)-  33 58 28.27673(N)    102 58 28.79557(W) AD(       ) 1
 DQ0752  NAD 83(1986)-  33 58 28.28371(N)    102 58 28.79431(W) AD(       ) 1
 DQ0752  NAD 27      -  33 58 27.97400(N)    102 58 27.00600(W) AD(       ) 1
 DQ0752  NGVD 29 (07/19/86) 1239.5    (m)         4067.     (f) VERT ANG       
 DQ0752
 DQ0752.Superseded values are not recommended for survey control.
 DQ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0752.See file dsdata.txt to determine how the superseded data were derived.
 DQ0752
 DQ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT8710661179(NAD 83)
 DQ0752_MARKER: DS = TRIANGULATION STATION DISK
 DQ0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0752
 DQ0752  HISTORY     - Date     Condition        Report By
 DQ0752  HISTORY     - 1934     MONUMENTED       CGS
 DQ0752  HISTORY     - 1938     GOOD             CGS
 DQ0752  HISTORY     - 1951     MARK NOT FOUND   LOCENG
 DQ0752
 DQ0752                          STATION DESCRIPTION
 DQ0752
 DQ0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0752'ABOUT 7 MILES NORTH OF GOODLAND, TEX., IN THE SOUTHEAST CORNER
 DQ0752'OF SECTION 47, BLOCK B, BLUM AND BLUM SURVEY, NORTHWEST OF AN
 DQ0752'INTERSECTION OF TWO UNGRADED ROADS, 43 FEET NORTH OF THE
 DQ0752'CENTER OF THE EAST WEST ROAD, AND 21 FEET WEST OF THE NORTH-SOUTH
 DQ0752'ROAD.  TO REACH FROM EVANS STORE, WHICH IS ABOUT 7-1/2 MILES
 DQ0752'NORTH OF GOODLAND, GO 1.0 MILE TO AN UNGRADED ROAD TO THE
 DQ0752'STATION.  THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH
 DQ0752'MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DQ0752'REFRENCE MARK NO. 1 IS 10-1/2 FEET EAST OF
 DQ0752'THE NORTH-SOUTH ROAD, 52 FEET SOUTH OF THE EAST-WEST ROAD,
 DQ0752'AND 101.24 FEET FROM STATION S 16 DEG 14 MIN E, AND
 DQ0752'NO. 2 IS 54 FEET NORTH OF THE EAST-WEST ROAD, AND 147.24
 DQ0752'FEET FROM STATION N 87 DEG 42 MIN W.  THE AZIMUTH
 DQ0752'MARK IS ON THE SOUTH SIDE OF THE ROAD NORTHEAST AND A
 DQ0752'BASEMENT DWELLING, 30 FEET SOUTH OF THE CENTER OF THE
 DQ0752'ROAD, 5-1/2 FEET WEST OF A FENCE CORNER POST, AND
 DQ0752'APPROXIMATELY 0.5 MILE FROM STATION  S 88 DEG 46 MIN E.
 DQ0752
 DQ0752                          STATION RECOVERY (1951)
 DQ0752
 DQ0752'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951 (WBR)
 DQ0752'STATION RECOVERED BY THE ATLANTIC REFINING CO.
 DQ0752'
 DQ0752'THIS STATION IS NOW IN THE E-W COUNTY ROAD AND THE CAP HAS
 DQ0752'BEEN DESTROYED IN GRADING THE ROAD.  REFERENCE MARK 1 IS IN THE
 DQ0752'E EDGE OF THE N-S ROAD AND WILL PROBABLY BE DESTROYED EVENTUALLY.
 DQ0752'REFERENCE MARK 2 WAS NOT RECOVERED BUT WAS NOT THOROUGHLY
 DQ0752'SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0617 ***********************************************************************
 EO0617  DESIGNATION -  BAILEY
 EO0617  PID         -  EO0617
 EO0617  STATE/COUNTY-  TX/LAMB
 EO0617  USGS QUAD   -  AMHERST (1981)
 EO0617
 EO0617                         *CURRENT SURVEY CONTROL
 EO0617  ___________________________________________________________________
 EO0617* NAD 83(1993)-  34 03 24.10656(N)    102 23 24.42882(W)     ADJUSTED  
 EO0617* NAVD 88     -      1125.1    (meters)    3691.     (feet)  VERTCON   
 EO0617  ___________________________________________________________________
 EO0617  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 EO0617  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 EO0617
 EO0617  HORZ ORDER  -  SECOND
 EO0617
 EO0617.The horizontal coordinates were established by classical geodetic methods
 EO0617.and adjusted by the National Geodetic Survey in February 1996..
 EO0617
 EO0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0617
 EO0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0617
 EO0617.The geoid height was determined by GEOID03.
 EO0617
 EO0617;                    North         East     Units Scale Factor Converg.
 EO0617;SPC TXNC     - 2,271,695.006   240,923.730   MT  1.00002636   -2 07 17.9
 EO0617;SPC TXNC     - 7,453,052.70    790,430.60   sFT  1.00002636   -2 07 17.9
 EO0617;UTM  13      - 3,771,516.073   740,887.899   MT  1.00031537   +1 27 44.2
 EO0617
 EO0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0617!SPC TXNC     -   0.99982729  x   1.00002636  =   0.99985365
 EO0617!UTM  13      -   0.99982729  x   1.00031537  =   1.00014261
 EO0617
 EO0617:                Primary Azimuth Mark                     Grid Az
 EO0617:SPC TXNC     -  ROBERSON                                 013 46 36.3
 EO0617:UTM  13      -  ROBERSON                                 010 11 34.2
 EO0617
 EO0617|---------------------------------------------------------------------|
 EO0617| PID    Reference Object                     Distance      Geod. Az  |
 EO0617|                                                           dddmmss.s |
 EO0617| EO0615 ROBERSON                            APPROX.12.0 KM 0113918.4 |
 EO0617| CJ5665 BAILEY RM 1                          25.473 METERS 02938     |
 EO0617| DQ0695 LITTLEFIELD MUNICIPAL TANK          APPROX.15.5 KM 1592453.7 |
 EO0617| CJ5664 BAILEY AZ MK                                       1773657.8 |
 EO0617| EO0616 AMHERST MUNICIPAL TANK              APPROX. 5.9 KM 2032628.9 |
 EO0617| CJ5666 BAILEY RM 2                          28.495 METERS 29313     |
 EO0617|---------------------------------------------------------------------|
 EO0617
 EO0617                          SUPERSEDED SURVEY CONTROL
 EO0617
 EO0617  NAD 83(1986)-  34 03 24.11401(N)    102 23 24.42309(W) AD(       ) 2
 EO0617  NAD 27      -  34 03 23.79600(N)    102 23 22.76900(W) AD(       ) 2
 EO0617  NGVD 29 (07/19/86) 1124.6    (m)         3690.     (f) VERT ANG       
 EO0617
 EO0617.Superseded values are not recommended for survey control.
 EO0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0617.See file dsdata.txt to determine how the superseded data were derived.
 EO0617
 EO0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4088871516(NAD 83)
 EO0617_MARKER: DS = TRIANGULATION STATION DISK
 EO0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0617
 EO0617  HISTORY     - Date     Condition        Report By
 EO0617  HISTORY     - 1935     MONUMENTED       CGS
 EO0617  HISTORY     - 1938     GOOD             TXHD
 EO0617  HISTORY     - 1962     POOR             USGS
 EO0617
 EO0617                          STATION DESCRIPTION
 EO0617
 EO0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0617'STATION IS 4.5 MILES AIRLINE NNE OF AMHERST, IN LABOR 7 OF
 EO0617'LEAGUE 645.  IT IS LOCATED ON THE HIGHEST HILL IN THE VICINITY
 EO0617'AT A DESERTED DWELLING HOUSE, BARN AND WINDMILL.  IT IS IN THE
 EO0617'BARN LOT, 47 FEET S OF THE SW CORNER OF THE BARN, 78 FEET W
 EO0617'OF THE WINDMILL AND MARK PROJECTS 8 INCHES.
 EO0617'
 EO0617'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0617'BRONZE DISKS SET IN CONCRETE.
 EO0617'
 EO0617'REFERENCE MARK NO. 1 IS NE OF THE STATION, 2 FEET E OF THE SE
 EO0617'CORNER OF A SMALL SHACK, 63 FEET WSW OF THE WINDMILL, AND
 EO0617'PROJECTS 6 INCHES.
 EO0617'
 EO0617'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 22 FEET S OF THE
 EO0617'S CORRAL FENCE 78 FEET W OF THE SW CORNER OF THE BARN, AND
 EO0617'PROJECTS 6 INCHES.
 EO0617'
 EO0617'AZIMUTH MARK IS S OF THE STATION, IN A LONE NW FENCE CORNER,
 EO0617'30 FEET W OF A N-S FENCE ON THE E SIDE OF A TRACK ROAD AND 20
 EO0617'FEET W OF THE CENTER LINE OF A N-S TRACK ROAD.  THE MARK
 EO0617'PROJECTS 6 INCHES.
 EO0617'
 EO0617'STATION IS REACHED FROM THE FIRST NATIONAL BANK IN AMHERST,
 EO0617'BY DRIVING NORTHWESTERLY FOR 0.3 MILE TO A T-INTERSECTION.  TURN
 EO0617'RIGHT OR NORTHEASTERLY AND GO 1.3 MILES TO CROSSROADS.  TAKE THE
 EO0617'LEFT OR NORTHERLY ROAD AND GO 1.2 MILES TO CROSSROADS.
 EO0617'TURN RIGHT OR E AND GO 1.1 MILES TO CROSSROADS WITH A HOUSE IN
 EO0617'THE NW ANGLE.  LEAVE THE GRADED ROAD, TURN LEFT OR N ON A
 EO0617'TRACK ROAD AND GO 1.1 MILES TO TOP OF HILL, DESERTED HOUSE, AND
 EO0617'STATION.
 EO0617'
 EO0617'A 35-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 EO0617
 EO0617                          STATION RECOVERY (1938)
 EO0617
 EO0617'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0617'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 EO0617'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 EO0617
 EO0617                          STATION RECOVERY (1962)
 EO0617
 EO0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (YY)
 EO0617'THE SURFACE MARK WAS FOUND PULLED UP, HOWEVER, THE UNDERGROUND
 EO0617'MARK WAS RECOVERED IN GOOD CONDITION.
 EO0617'
 EO0617'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 EO0617'
 EO0617'THE AZIMUTH MARK WAS FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1975 ***********************************************************************
 FL1975  DESIGNATION -  BAILEY
 FL1975  PID         -  FL1975
 FL1975  STATE/COUNTY-  TX/WHEELER
 FL1975  USGS QUAD   -  BACK (1962)
 FL1975
 FL1975                         *CURRENT SURVEY CONTROL
 FL1975  ___________________________________________________________________
 FL1975* NAD 83(1993)-  35 17 32.84103(N)    100 32 11.00412(W)     ADJUSTED  
 FL1975* NAVD 88     -       873.     (meters)    2864.     (feet)  SCALED    
 FL1975  ___________________________________________________________________
 FL1975  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FL1975  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FL1975
 FL1975  HORZ ORDER  -  SECOND
 FL1975
 FL1975.The horizontal coordinates were established by classical geodetic methods
 FL1975.and adjusted by the National Geodetic Survey in February 1996..
 FL1975
 FL1975.The orthometric height was scaled from a topographic map.
 FL1975
 FL1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1975
 FL1975.The geoid height was determined by GEOID03.
 FL1975
 FL1975;                    North         East     Units Scale Factor Converg.
 FL1975;SPC TX N     - 1,143,807.706   287,643.070   MT  0.99991326   +0 33 30.4
 FL1975;SPC TX N     - 3,752,642.45    943,708.97   sFT  0.99991326   +0 33 30.4
 FL1975;UTM  14      - 3,906,558.410   360,296.905   MT  0.99984052   -0 53 16.1
 FL1975
 FL1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1975!SPC TX N     -   0.99986702  x   0.99991326  =   0.99978030
 FL1975!UTM  14      -   0.99986702  x   0.99984052  =   0.99970757
 FL1975
 FL1975|---------------------------------------------------------------------|
 FL1975| PID    Reference Object                     Distance      Geod. Az  |
 FL1975|                                                           dddmmss.s |
 FL1975| CK8859 BAILEY RM 2                          13.261 METERS 01445     |
 FL1975| CK8858 BAILEY RM 1                          10.561 METERS 08335     |
 FL1975| CK8857 BAILEY AZ MK                                       1824413.3 |
 FL1975| FL1986 MC LEAN POW CAMP WATER TANK         APPROX. 5.0 KM 1921656.2 |
 FL1975|---------------------------------------------------------------------|
 FL1975
 FL1975                          SUPERSEDED SURVEY CONTROL
 FL1975
 FL1975  NAD 83(1993)-  35 17 32.84213(N)    100 32 11.00338(W) AD(       ) 2
 FL1975  NAD 83(1986)-  35 17 32.84535(N)    100 32 10.99497(W) AD(       ) 2
 FL1975  NAD 27      -  35 17 32.66700(N)    100 32 09.52200(W) AD(       ) 2
 FL1975
 FL1975.Superseded values are not recommended for survey control.
 FL1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1975.See file dsdata.txt to determine how the superseded data were derived.
 FL1975
 FL1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6029706558(NAD 83)
 FL1975_MARKER: DS = TRIANGULATION STATION DISK
 FL1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1975
 FL1975  HISTORY     - Date     Condition        Report By
 FL1975  HISTORY     - 1951     MONUMENTED       CGS
 FL1975
 FL1975                          STATION DESCRIPTION
 FL1975
 FL1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1975'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF MC LEAN,
 FL1975'0.1 MILE EAST OF THE GRAY-WHEELER COUNTY LINE, 205 FEET
 FL1975'EAST-SOUTHEAST OF A WINDMILL, 2-1/2 FEET WEST OF A WITNESS
 FL1975'POST, AND ON A HILL IN A PASTURE.  IT IS ON LAND OWNED BY MR.
 FL1975'WALTER BAILEY.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 FL1975'IS STAMPED BAILEY 1951.
 FL1975'
 FL1975'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND, AND THE DISK IS
 FL1975'STAMPED BAILEY NO 1 1951.
 FL1975'
 FL1975'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND, AND THE DISK
 FL1975'IS STAMPED BAILEY NO 2 1951.
 FL1975'
 FL1975'THE AZIMUTH MARK IS 39 FEET EAST OF THE APPROXIMATE CENTER OF A
 FL1975'GRADED DIRT ROAD, 4 FEET NORTH OF A TELEPHONE POLE, 3 FEET
 FL1975'EAST OF A FENCE LINE, AND 2 FEET NORTHEAST OF A WITNESS POST.
 FL1975'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED BAILEY 1951.
 FL1975'
 FL1975'TO REACH THE STATION FROM THE POST OFFICE IN MC LEAN.  GO SOUTH
 FL1975'1 BLOCK TO U.S. HIGHWAY 66, TURN LEFT AND GO EAST FOR 3.7 MILES
 FL1975'TO THE GRAY-WHEELER COUNTY LINE, TURN LEFT AND GO NORTH ON
 FL1975'PAVED ROAD FOR 1.6 MILES, CONTINUE NORTH FOR 2.7 MILES TO A GATE
 FL1975'ON THE RIGHT, PASS THROUGH THE GATE AND GO EAST 0.1 MILE TO THE
 FL1975'TOP OF A HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0751 ***********************************************************************
 EN0751  DESIGNATION -  BAIN
 EN0751  PID         -  EN0751
 EN0751  STATE/COUNTY-  TX/DONLEY
 EN0751  USGS QUAD   -  GILES (1982)
 EN0751
 EN0751                         *CURRENT SURVEY CONTROL
 EN0751  ___________________________________________________________________
 EN0751* NAD 83(1993)-  34 51 50.89236(N)    100 36 57.86296(W)     ADJUSTED  
 EN0751* NAVD 88     -       805.0    (meters)    2641.     (feet)  VERTCON   
 EN0751  ___________________________________________________________________
 EN0751  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 EN0751  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EN0751
 EN0751  HORZ ORDER  -  FIRST
 EN0751
 EN0751.The horizontal coordinates were established by classical geodetic methods
 EN0751.and adjusted by the National Geodetic Survey in February 1996..
 EN0751
 EN0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0751
 EN0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0751
 EN0751.The geoid height was determined by GEOID03.
 EN0751
 EN0751;                    North         East     Units Scale Factor Converg.
 EN0751;SPC TX N     - 1,096,226.604   280,820.691   MT  0.99995726   +0 30 44.2
 EN0751;SPC TX N     - 3,596,536.78    921,325.88   sFT  0.99995726   +0 30 44.2
 EN0751;UTM  14      - 3,859,167.571   352,280.480   MT  0.99986895   -0 55 26.3
 EN0751
 EN0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0751!SPC TX N     -   0.99987791  x   0.99995726  =   0.99983518
 EN0751!UTM  14      -   0.99987791  x   0.99986895  =   0.99974688
 EN0751
 EN0751|---------------------------------------------------------------------|
 EN0751| PID    Reference Object                     Distance      Geod. Az  |
 EN0751|                                                           dddmmss.s |
 EN0751| CX7534 BAIN RM 3                            23.852 METERS 00134     |
 EN0751| FL1948 SHAMROCK WATER TANK                 APPROX.51.3 KM 0403814.3 |
 EN0751| EN0637 WELLINGTON MUNICIPAL TANK           APPROX.36.7 KM 0904546.8 |
 EN0751| CX7532 BAIN RM 1                            43.044 METERS 14450     |
 EN0751| CX7531 BAIN AZ MK RESET                                   1550842.2 |
 EN0751| CX7530 BAIN AZ MK                                         1555610.3 |
 EN0751| EN0753 MEMPHIS CAP ROCK TRANS SYS MST      APPROX. 6.6 KM 1701827.4 |
 EN0751| EN0756 AMARILLO FORT WORTH AWY BCN 6       APPROX. 6.4 KM 2544945.5 |
 EN0751| CX7533 BAIN RM 2                            28.012 METERS 25620     |
 EN0751| EN0754 HEDLEY WATER TANK                   APPROX. 4.3 KM 2765938.0 |
 EN0751|---------------------------------------------------------------------|
 EN0751
 EN0751                          SUPERSEDED SURVEY CONTROL
 EN0751
 EN0751  NAD 83(1993)-  34 51 50.89398(N)    100 36 57.86179(W) AD(       ) 1
 EN0751  NAD 83(1986)-  34 51 50.89781(N)    100 36 57.85519(W) AD(       ) 1
 EN0751  NAD 27      -  34 51 50.71300(N)    100 36 56.37700(W) AD(       ) 1
 EN0751  NGVD 29 (01/19/93)  804.7    (m)         2640.     (f) VERT ANG       
 EN0751
 EN0751.Superseded values are not recommended for survey control.
 EN0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0751.See file dsdata.txt to determine how the superseded data were derived.
 EN0751
 EN0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5228059168(NAD 83)
 EN0751_MARKER: DS = TRIANGULATION STATION DISK
 EN0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0751
 EN0751  HISTORY     - Date     Condition        Report By
 EN0751  HISTORY     - 1921     MONUMENTED       CGS
 EN0751  HISTORY     - 1935     GOOD             CGS
 EN0751  HISTORY     - 1938     GOOD             TXGS
 EN0751  HISTORY     - 1951     GOOD             CGS
 EN0751  HISTORY     - 1962     GOOD             USGS
 EN0751  HISTORY     - 1964     GOOD             CGS
 EN0751  HISTORY     - 1967     GOOD             CGS
 EN0751
 EN0751                          STATION DESCRIPTION
 EN0751
 EN0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 EN0751'STATION IS ABOUT 2 MILES E OF HEDLEY, A TOWN ON THE FORT WORTH
 EN0751'AND DENVER CITY RAILWAY, ON LAND BELONGING TO D.M. FITZGERALD,
 EN0751'ABOUT 30 METERS (98 FEET) SW OF HIS HOUSE, AND 30 METERS (98
 EN0751'FEET) N OF THE HEDLEY-MEMPHIS WAGON ROAD.  SURFACE, UNDERGROUND
 EN0751'AND REFERENCE MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 EN0751'REFERENCE MARK NO. 1
 EN0751'IS 28.59 METERS (93.8 FEET) FROM THE STATION.
 EN0751'REFERENCE MARK NO. 2, 38.92 METERS (127.7
 EN0751'FEET).  ELEVATION OF STATION, 804.0
 EN0751'METERS (2,638 FEET).
 EN0751
 EN0751                          STATION RECOVERY (1935)
 EN0751
 EN0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0751'STATION WAS RECOVERED IN GOOD CONDITION, AND STAMPED BAIN (1921).
 EN0751'THE REFERENCE MARKS WERE NOT FOUND.  STATION IS ON HIGHEST KNOLL
 EN0751'IN VICINITY, ABOUT 2-1/2 MILES E OF HEDLEY, ON LAND OWNED BY
 EN0751'MR. J.C. DONEGHY OF WELLINGTON AND RENTED BY MR. J.T. CURTIS.
 EN0751'MARK IS SET IN FARMYARD 143 FEET N OF CENTER LINE OF U.S. HIGHWAY
 EN0751'370, 120 FEET SW OF SW CORNER OF CURTIS HOUSE.
 EN0751'
 EN0751'REFERENCE MARK NO. 1 (1935) IS 27 FEET N OF CENTER LINE OF U.S.
 EN0751'HIGHWAY 370, AND 25 FEET E OF TELEPHONE POLE AT E EDGE OF ENTRANCEE
 EN0751'DRIVE TO CURTIS HOUSE.
 EN0751'
 EN0751'REFERENCE MARK NO. 2 (1935) IS 120 FEET N OF CENTER LINE OF U.S.
 EN0751'HIGHWAY 370 IN W BOUNDARY FENCE OF FARMYARD.
 EN0751'
 EN0751'AZIMUTH MARK (1935) IS ABOUT 0.7 MILE SE OF STATION.  MARK IS
 EN0751'SET IN E RIGHT-OF-WAY FENCE OF HIGHWAY.  REACHED FROM STATION
 EN0751'BY GOING E ON U.S. HIGHWAY 370 FOR 0.3 MILE, THENCE S FOR 0.6
 EN0751'MILE TO MARK ON E SIDE OF HIGHWAY.
 EN0751'
 EN0751'STATION IS REACHED FROM CENTER OF HEDLEY BY GOING E ON U.S.
 EN0751'HIGHWAY 370 FOR 2.65 MILES TO CURTIS HOME AND STATION.  A NEW
 EN0751'HIGHWAY IS BEING BUILT FROM HEDLEY TO MEMPHIS AND IN ALL
 EN0751'PROBABILITY IT WILL BE NEW U.S. HIGHWAY 370.  THE PRESENT U.S.
 EN0751'HIGHWAY 370 IS A GRADED GRAVEL ROAD AND IS ALSO STATE HIGHWAY
 EN0751'5.
 EN0751
 EN0751                          STATION RECOVERY (1938)
 EN0751
 EN0751'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 EN0751'ORIGINAL DESCRIPTION GENERALLY GOOD.  STATION AND REFERENCE
 EN0751'MARKS NOS. 1 AND 2 WHICH WERE SET IN 1935 WERE RECOVERED IN GOOD
 EN0751'CONDITION.
 EN0751'
 EN0751'THE FOLLOWING DIRECTIONS FOR REACHING FROM U.S. HIGHWAY 370
 EN0751'ADJACENT TO THE FORT WORTH AND DENVER CITY RAILWAY STATION IN
 EN0751'HEDLEY ARE OFFERED.  DRIVE IN A SOUTHEASTERLY DIRECTION ALONG
 EN0751'U.S. HIGHWAY 370 FOR 0.60 MILE, TURN OFF HIGHWAY AND GO N 300
 EN0751'FEET ACROSS RAILWAY TO A GRADED COUNTY ROAD WHICH RUNS ALONG
 EN0751'RAILWAY ON N SIDE OF TRACK, TURN E ON THIS ROAD AND GO 2.15
 EN0751'MILES TO TOP OF HILL WITH A FARMHOUSE ON EITHER SIDE OF ROAD AND
 EN0751'STATION ON N.
 EN0751
 EN0751                          STATION RECOVERY (1951)
 EN0751
 EN0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0751'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 EN0751'FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH MARK.  THE MARK WAS
 EN0751'LOOSE AND WAS RESET BY THIS PARTY.  IT IS CONTEMPLATED THAT A
 EN0751'GRADING PROJECT WILL DESTROY REFERENCE MARK NO. 1 IN THE NEAR
 EN0751'FUTURE, THEREFORE REFERENCE MARK NO. 3 WAS SET BY THIS PARTY.
 EN0751'A NEW DESCRIPTION FOLLOWS--
 EN0751'
 EN0751'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF HEDLEY, 150
 EN0751'FEET NORTH OF THE APPROXIMATE CENTER OF A DIRT ROAD, 120 FEET
 EN0751'SOUTHWEST OF THE SOUTHWEST CORNER OF MR. JOHN SKAGGS HOUSE, AND
 EN0751'ON A GRASSY KNOLL IN A FARM YARD.  THE MARK PROJECTS 3 INCHES,
 EN0751'AND THE DISK IS STAMPED BAIN 1921.
 EN0751'
 EN0751'REFERENCE MARK NO. 1 IS 45 FEET SOUTHWEST OF A TELEPHONE POLE,
 EN0751'27 FEET NORTH OF THE APPROXIMATE CENTER OF A DIRT ROAD, AND 10
 EN0751'FEET EAST OF A DRIVEWAY.  THE MARK PROJECTS 8 INCHES, AND THE
 EN0751'DISK IS STAMPED BAIN NO 1 1935.
 EN0751'
 EN0751'REFERENCE MARK NO. 2 IS 120 FEET NORTH OF THE APPROXIMATE
 EN0751'CENTER OF A DIRT ROAD.  THE MARK PROJECTS 7 INCHES, AND THE
 EN0751'DISK IS STAMPED BAIN NO 2 1935.
 EN0751'
 EN0751'REFERENCE MARK NO. 3 IS 108 FEET WEST OF A HOUSE AND 6 FEET
 EN0751'SOUTHWEST OF A TRACK ROAD.  THE MARK IS FLUSH WITH THE GROUND,
 EN0751'AND THE DISK IS STAMPED BAIN NO 3 1951.
 EN0751'
 EN0751'THE AZIMUTH MARK IS 35 FEET EAST OF THE APPROXIMATE CENTER
 EN0751'OF A DIRT ROAD, 29 FEET SOUTH OF THE APPROXIMATE CENTER
 EN0751'OF A PRIVATE ROAD, 4 FEET EAST-NORTHEAST OF A FENCE CORNER,
 EN0751'AND 4 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 8 INCHES,
 EN0751'AND THE DISK IS STAMPED BAIN AZI 1935 RESET 1951.
 EN0751'
 EN0751'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 EN0751'STATE ROUTE 203 IN HEDLEY.  GO EAST ON U.S. HIGHWAY 287 FOR 0.6
 EN0751'MILE, TURN LEFT FOR 0.05 MILE ACROSS THE RAILROAD TRACKS TO
 EN0751'A T-INTERSECTION.  TURN RIGHT AND GO EAST FOR 2.3 MILES TO THE
 EN0751'TOP OF THE HILL AND THE STATION.
 EN0751'
 EN0751'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO EAST FOR 0.3
 EN0751'MILE TO A T-INTERSECTION, TURN RIGHT AND GO SOUTH FOR 0.6 MILE
 EN0751'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 EN0751
 EN0751                          STATION RECOVERY (1962)
 EN0751
 EN0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EN0751'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34100-4, STATION 1001.
 EN0751'
 EN0751'RECOVERED BY USGS IN 1962.
 EN0751'
 EN0751'STATION MARK--STANDARD USC AND GS DISK STAMPED---BAIN 1921---, SET
 EN0751'IN A SQUARE BLOCK OF CONCRETE WHICH PROJECTS 3 IN.
 EN0751
 EN0751                          STATION RECOVERY (1964)
 EN0751
 EN0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0751'STATION MARK, REFERENCE MARKS NOS. 1, 2 AND 3, AND THE AZIMUTH
 EN0751'MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO THE
 EN0751'AZIMUTH MARK WAS VERIFIED.  THE DIRECTIONS TO REFERENCE MARKS
 EN0751'NOS. 1 AND 3 WERE VERIFIED.  THE DISTANCES TO REFERENCE MARKS
 EN0751'NOS. 2 AND 3 WERE VERIFIED, HOWEVER THE DIRECTION TO REFERENCE
 EN0751'MARK NO. 2 MISSED THE PREVIOUS DIRECTION BY 2 MINUTES 28.0
 EN0751'SECONDS AND THE DISTANCE TO REFERENCE MARK NO. 1 MISSED THE
 EN0751'PREVIOUS MEASUREMENT BY 0.021 METER.  A COMPLETE NEW
 EN0751'DESCRIPTION FOLLOWS--
 EN0751'
 EN0751'THE STATION IS 10-1/2 MILES NORTH-NORTHWEST OF MEMPHIS, 2-1/2
 EN0751'MILES EAST OF HEDLEY, 150 FEET NORTH OF THE CENTER OF AN EAST-WEST
 EN0751'DIRT ROAD, NEAR THE HIGHEST PART OF A GRASSY KNOLL, AND ON
 EN0751'PROPERTY OWNED BY MR. J.F. SCAGGS.
 EN0751'
 EN0751'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 EN0751'STATE HIGHWAY 203 IN HEDLEY, GO SOUTHEAST ON HIGHWAY 287 FOR
 EN0751'0.3 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT, CROSSING
 EN0751'RAILROAD TRACKS AND GO NORTH FOR 0.05 MILE TO A T-ROAD.  TURN
 EN0751'RIGHT AND GO EAST ON A GRAVEL ROAD FOR 1.5 MILES TO A CROSSROAD.
 EN0751'CONTINUE EAST ON THE GRAVEL ROAD FOR 0.6 MILE TO THE TOP OF
 EN0751'A HILL AND THE STATION ON THE LEFT.
 EN0751'
 EN0751'STATION MARK IS A STANDARD DISK STAMPED BAIN 1921, SET IN A
 EN0751'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 116.5 FEET
 EN0751'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 80 FEET NORTHWEST
 EN0751'OF A POWERLINE POLE AND 3.5 FEET NORTHWEST OF A METAL WITNESS
 EN0751'POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 EN0751'
 EN0751'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BAIN NO 1 1935,
 EN0751'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 EN0751'IS 61 FEET SOUTHEAST OF THE POWERLINE POLE AND 29 FEET NORTH
 EN0751'OF THE CENTER OF THE GRAVEL ROAD.
 EN0751'
 EN0751'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BAIN NO 2 1935,
 EN0751'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS
 EN0751'126 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 126 FEET
 EN0751'NORTHWEST OF A TELEPHONE POLE.
 EN0751'
 EN0751'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BAIN NO 3 1951,
 EN0751'IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EN0751'GROUND.  IT IS 109.5 FEET WEST OF THE NORTHWEST CORNER OF THE
 EN0751'HOUSE AND 6 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD.
 EN0751'
 EN0751'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BAIN AZI
 EN0751'1935 RESET 1951, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1
 EN0751'FOOT.  IT IS 38 FEET EAST OF THE CENTER OF A DIRT ROAD, 28 FEET
 EN0751'SOUTH OF THE CENTER OF A TRACK ROAD, 4.5 FEET EAST OF A WOODEN
 EN0751'WITNESS POST, 4.5 FEET NORTHEAST OF A FENCE CORNER POST AND 2
 EN0751'FEET WEST OF A METAL WITNESS POST.
 EN0751'
 EN0751'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 EN0751'GRAVEL ROAD FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON
 EN0751'A DIRT ROAD FOR 0.6 MILE TO A SIDE ROAD AND THE MARK ON THE
 EN0751'LEFT.
 EN0751'
 EN0751'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 EN0751'
 EN0751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 EN0751'EAST OF HEDLEY.
 EN0751
 EN0751                          STATION RECOVERY (1967)
 EN0751
 EN0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0751'THE STATION MARK, REFERENCE MARKS 1, 2, 3 AND THE AZIMUTH MARK
 EN0751'WERE RECOVERED AS DESCRIBED IN 1964 BY J.C.C.  THE DISTANCE
 EN0751'BETWEEN REFERENCE MARKS 2 AND 3 WAS MEASURED AT THIS TIME AND
 EN0751'WAS FOUND TO BE 135.56 FEET, (41.320 METERS).
 EN0751'
 EN0751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 EN0751'EAST OF HEDLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0690 ***********************************************************************
 DQ0690  DESIGNATION -  BAINER
 DQ0690  PID         -  DQ0690
 DQ0690  STATE/COUNTY-  TX/LAMB
 DQ0690  USGS QUAD   -  ANTON (1985)
 DQ0690
 DQ0690                         *CURRENT SURVEY CONTROL
 DQ0690  ___________________________________________________________________
 DQ0690* NAD 83(1993)-  33 51 03.72526(N)    102 14 05.44797(W)     ADJUSTED  
 DQ0690* NAVD 88     -      1054.8    (meters)    3461.     (feet)  VERTCON   
 DQ0690  ___________________________________________________________________
 DQ0690  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DQ0690  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 DQ0690
 DQ0690  HORZ ORDER  -  SECOND
 DQ0690
 DQ0690.The horizontal coordinates were established by classical geodetic methods
 DQ0690.and adjusted by the National Geodetic Survey in February 1996..
 DQ0690
 DQ0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0690
 DQ0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0690
 DQ0690.The geoid height was determined by GEOID03.
 DQ0690
 DQ0690;                    North         East     Units Scale Factor Converg.
 DQ0690;SPC TXNC     - 2,248,377.063   254,439.100   MT  0.99996980   -2 02 13.1
 DQ0690;SPC TXNC     - 7,376,550.41    834,772.28   sFT  0.99996980   -2 02 13.1
 DQ0690;UTM  13      - 3,749,079.686   755,838.777   MT  1.00040697   +1 32 28.1
 DQ0690
 DQ0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0690!SPC TXNC     -   0.99983830  x   0.99996980  =   0.99980811
 DQ0690!UTM  13      -   0.99983830  x   1.00040697  =   1.00024521
 DQ0690
 DQ0690|---------------------------------------------------------------------|
 DQ0690| PID    Reference Object                     Distance      Geod. Az  |
 DQ0690|                                                           dddmmss.s |
 DQ0690| CJ5668 BAINER RM 1                                        17943     |
 DQ0690| CJ5669 BAINER RM 2                                        27242     |
 DQ0690| CJ5667 BAINER AZ MK                                       3481336.4 |
 DQ0690|---------------------------------------------------------------------|
 DQ0690
 DQ0690                          SUPERSEDED SURVEY CONTROL
 DQ0690
 DQ0690  NAD 83(1986)-  33 51 03.73270(N)    102 14 05.44285(W) AD(       ) 2
 DQ0690  NAD 27      -  33 51 03.39100(N)    102 14 03.81800(W) AD(       ) 2
 DQ0690  NGVD 29 (07/19/86) 1054.4    (m)         3459.     (f) VERT ANG       
 DQ0690
 DQ0690.Superseded values are not recommended for survey control.
 DQ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0690.See file dsdata.txt to determine how the superseded data were derived.
 DQ0690
 DQ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT5583949080(NAD 83)
 DQ0690_MARKER: DS = TRIANGULATION STATION DISK
 DQ0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0690
 DQ0690  HISTORY     - Date     Condition        Report By
 DQ0690  HISTORY     - 1935     MONUMENTED       CGS
 DQ0690  HISTORY     - 1938     GOOD             TXHD
 DQ0690  HISTORY     - 1949     GOOD             CGS
 DQ0690  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0690  HISTORY     - 1986     GOOD             AMOCO
 DQ0690
 DQ0690                          STATION DESCRIPTION
 DQ0690
 DQ0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0690'STATION IS 8 MILES SE OF LITTLEFIELD, 1 MILE SE OF THE BAINER
 DQ0690'SIDING AND GIN, 1/3 MILE S OF STATE HIGHWAY 7, ON A HILL,
 DQ0690'THE E HALF OF WHICH IS UNDER CULTIVATION AND THE OTHER PART
 DQ0690'IS PASTURE LAND.  THE STATION IS 0.4 MILE S OF A LONE NW FENCE
 DQ0690'CORNER AND 4 FEET W OF THE N-S FENCE THAT DIVIDES THE HILL.
 DQ0690'THE MARK PROJECTS 4 INCHES.
 DQ0690'
 DQ0690'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0690'BRONZE DISKS SET IN CONCRETE.
 DQ0690'
 DQ0690'REFERENCE MARK NO. 1 IS S OF THE STATION, 2 FEET W OF A N-S
 DQ0690'FENCE LINE AND PROJECTS 3 INCHES.
 DQ0690'
 DQ0690'REFERENCE MARK NO. 2 IS W OF THE STATION, 147 FEET W OF A N-S
 DQ0690'FENCE LINE AND PROJECTS 3 INCHES.
 DQ0690'
 DQ0690'AZIMUTH MARK IS NNW OF THE STATION, 52 FEET S OF THE CENTER
 DQ0690'LINE OF STATE HIGHWAY 7, 2.5 FEET W OF A CONCRETE RIGHT-OF-WAY
 DQ0690'MARKER AND PROJECTS 4 INCHES.
 DQ0690'
 DQ0690'TO REACH STATION FROM SANTA FE DEPOT IN LITTLEFIELD, DRIVE
 DQ0690'SE ON STATE HIGHWAY 7 FOR 8.0 MILES TO A POINT ABOUT 3/4
 DQ0690'MILE SE OF THE BAINER SIDING WHERE THERE IS A CONCRETE CULVERT
 DQ0690'IN THE HIGHWAY.  LEAVE HIGHWAY AND FOLLOW ALONG THE N SIDE
 DQ0690'OF A FENCE FOR 0.2 MILE W TO A LONE FENCE CORNER.  TURN S
 DQ0690'AND FOLLOW FENCE S FOR 0.4 MILE TO TOP OF HILL AND STATION.
 DQ0690'
 DQ0690'A 35-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 DQ0690
 DQ0690                          STATION RECOVERY (1938)
 DQ0690
 DQ0690'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0690'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0690'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0690
 DQ0690                          STATION RECOVERY (1949)
 DQ0690
 DQ0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DQ0690'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 DQ0690'FENCES IN ORIGINAL DESCRIPTION HAVE BEEN TAKEN DOWN, OTHERWISE
 DQ0690'DESCRIPTION IS SATISFACTORY.
 DQ0690
 DQ0690                          STATION RECOVERY (1982)
 DQ0690
 DQ0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DQ0690'THE STATION, REFERENCE MARK NO 1, NO 2, AND THE AZIMUTH MARK WERE NOT
 DQ0690'RECOVERED.  THERE HAS BEEN HEAVY GRADING AT THIS LOCATION.
 DQ0690
 DQ0690                          STATION RECOVERY (1986)
 DQ0690
 DQ0690'RECOVERY NOTE BY AMOCO OIL COMPANY 1986 (LCC)
 DQ0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1079 ***********************************************************************
 CT1079  DESIGNATION -  BAIRD
 CT1079  PID         -  CT1079
 CT1079  STATE/COUNTY-  TX/CALLAHAN
 CT1079  USGS QUAD   -  JAYELL (1966)
 CT1079
 CT1079                         *CURRENT SURVEY CONTROL
 CT1079  ___________________________________________________________________
 CT1079* NAD 83(1993)-  32 24 55.07712(N)    099 21 53.89387(W)     ADJUSTED  
 CT1079* NAVD 88     -       547.     (meters)    1795.     (feet)  SCALED    
 CT1079  ___________________________________________________________________
 CT1079  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 CT1079  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CT1079
 CT1079  HORZ ORDER  -  THIRD
 CT1079
 CT1079.The horizontal coordinates were established by classical geodetic methods
 CT1079.and adjusted by the National Geodetic Survey in February 1996..
 CT1079
 CT1079.The orthometric height was scaled from a topographic map.
 CT1079
 CT1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1079
 CT1079.The geoid height was determined by GEOID03.
 CT1079
 CT1079;                    North         East     Units Scale Factor Converg.
 CT1079;SPC TXNC     - 2,083,351.758   518,643.074   MT  0.99993385   -0 28 18.3
 CT1079;SPC TXNC     - 6,835,129.89  1,701,581.49   sFT  0.99993385   -0 28 18.3
 CT1079;UTM  14      - 3,586,528.579   465,682.775   MT  0.99961452   -0 11 44.3
 CT1079
 CT1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1079!SPC TXNC     -   0.99991850  x   0.99993385  =   0.99985235
 CT1079!UTM  14      -   0.99991850  x   0.99961452  =   0.99953305
 CT1079
 CT1079:                Primary Azimuth Mark                     Grid Az
 CT1079:SPC TXNC     -  BAIRD AZ MK                              092 14 40.1
 CT1079:UTM  14      -  BAIRD AZ MK                              091 58 06.1
 CT1079
 CT1079|---------------------------------------------------------------------|
 CT1079| PID    Reference Object                     Distance      Geod. Az  |
 CT1079|                                                           dddmmss.s |
 CT1079| CX7535 BAIRD AZ MK                                        0914621.8 |
 CT1079| CX7536 BAIRD RM 1                           18.116 METERS 17701     |
 CT1079| CX7537 BAIRD RM 2                           17.856 METERS 27305     |
 CT1079|---------------------------------------------------------------------|
 CT1079
 CT1079                          SUPERSEDED SURVEY CONTROL
 CT1079
 CT1079  NAD 83(1986)-  32 24 55.08275(N)    099 21 53.88230(W) AD(       ) 3
 CT1079  NAD 27      -  32 24 54.62270(N)    099 21 52.60720(W) AD(       ) 3
 CT1079
 CT1079.Superseded values are not recommended for survey control.
 CT1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1079.See file dsdata.txt to determine how the superseded data were derived.
 CT1079
 CT1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA6568386529(NAD 83)
 CT1079_MARKER: DS = TRIANGULATION STATION DISK
 CT1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1079
 CT1079  HISTORY     - Date     Condition        Report By
 CT1079  HISTORY     - 1961     MONUMENTED       CGS
 CT1079  HISTORY     - 1981     GOOD             NGS
 CT1079
 CT1079                          STATION DESCRIPTION
 CT1079
 CT1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1079'THE STATION IS ON ROAD RIGHT-OF-WAY APPROXIMATELY 11-1/4 MILES
 CT1079'NORTHWEST OF ADMIRAL, 2 MILES NORTHEAST OF BAIRD, 1 MILE EAST
 CT1079'OF U.S. HIGHWAY 283, ON THE NORTH SIDE OF GRAVEL ROAD.
 CT1079'
 CT1079'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CT1079'283 ON THE EAST SIDE OF BAIRD, GO NORTH ON HIGHWAY 283 FOR 0.95
 CT1079'MILE TO A CEMETERY ON THE LEFT AT THE BAIRD CITY LIMITS,
 CT1079'CONTINUE NORTH ON HIGHWAY 283 FOR 0.5 MILE TO A GRAVEL ROAD
 CT1079'RIGHT.  TURN RIGHT, EAST, ON GRAVEL ROAD FOR 1.1 MILES TO
 CT1079'TWO GUYED TELEPHONE POLES ON THE RIGHT AND STATION ON THE LEFT.
 CT1079'(CONTINUE EAST ON GRAVEL ROAD FOR 0.4 MILE TO THE AZIMUTH MARK
 CT1079'ON THE RIGHT).
 CT1079'
 CT1079'STATION MARKS ARE STANDARD DISKS STAMPED BAIRD 1961.  THE SURFACE
 CT1079'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CT1079'IT IS 90 FEET NORTHEAST OF A NORTH ONE OF TWO GUYED TELEPHONE
 CT1079'POLES, 34 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 19.5
 CT1079'FEET EAST OF A TELEPHONE POLE, 7.6 FEET SOUTHEAST OF A METAL
 CT1079'WITNESS POST, 3.2 FEET SOUTH OF A FENCE.  THE UNDERGROUND DISK
 CT1079'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 CT1079'SURFACE OF THE GROUND.
 CT1079'
 CT1079'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BAIRD NO 1 1961,
 CT1079'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 CT1079'IS 71 FEET EAST OF THE NORTH ONE OF TWO GUYED POLES, 25 FEET
 CT1079'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 1 FOOT NORTH OF A
 CT1079'FENCE.
 CT1079'
 CT1079'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BAIRD NO 2 1961,
 CT1079'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 CT1079'IS 63 FEET NORTH OF THE NORTH ONE OF TWO GUYED POLES, 39.5
 CT1079'FEET WEST OF THE TELEPHONE POLE, 38 FEET NORTH OF THE CENTER
 CT1079'OF THE GRAVEL ROAD, 1.5 FEET SOUTH OF THE FENCE.
 CT1079'
 CT1079'AZIMUTH MARK, A STANDARD DISK STAMPED BAIRD 1961, IS SET IN
 CT1079'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 44 FEET
 CT1079'WEST OF A CATTLE GUARD, 30 FEET SOUTH OF THE CENTER OF THE GRAVEL
 CT1079'ROAD, 29 FEET NORTHEAST OF TELEPHONE POLE NO. JA 118, 2 FEET
 CT1079'NORTH OF A FENCE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST.
 CT1079'
 CT1079'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
 CT1079
 CT1079                          STATION RECOVERY (1981)
 CT1079
 CT1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CT1079'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION IS UNDER A LARGE
 CT1079'MESQUITE TREE AND SURROUNDED BY MANY SIMILAR TREES.  TO OCCUPY THIS
 CT1079'STATION IT WILL TAKE ALOT OF CLEARING WITH CHAIN SAWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1086 ***********************************************************************
 CT1086  DESIGNATION -  BAIRD MUNICIPAL TANK
 CT1086  PID         -  CT1086
 CT1086  STATE/COUNTY-  TX/CALLAHAN
 CT1086  USGS QUAD   -  BAIRD (1966)
 CT1086
 CT1086                         *CURRENT SURVEY CONTROL
 CT1086  ___________________________________________________________________
 CT1086* NAD 83(1993)-  32 23 36.49115(N)    099 24 16.52807(W)     ADJUSTED  
 CT1086* NAVD 88     -                                                        
 CT1086  ___________________________________________________________________
 CT1086  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 CT1086  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CT1086
 CT1086  HORZ ORDER  -  THIRD
 CT1086
 CT1086.The horizontal coordinates were established by classical geodetic methods
 CT1086.and adjusted by the National Geodetic Survey in February 1996..
 CT1086
 CT1086
 CT1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1086
 CT1086.The geoid height was determined by GEOID03.
 CT1086
 CT1086;                    North         East     Units Scale Factor Converg.
 CT1086;SPC TXNC     - 2,080,962.637   514,895.707   MT  0.99993812   -0 29 36.1
 CT1086;SPC TXNC     - 6,827,291.58  1,689,287.00   sFT  0.99993812   -0 29 36.1
 CT1086;UTM  14      - 3,584,122.181   461,948.170   MT  0.99961785   -0 13 00.3
 CT1086
 CT1086                          SUPERSEDED SURVEY CONTROL
 CT1086
 CT1086  NAD 83(1986)-  32 23 36.49733(N)    099 24 16.51602(W) AD(       ) 4
 CT1086  NAD 27      -  32 23 36.04800(N)    099 24 15.22500(W) AD(       ) 3
 CT1086
 CT1086.Superseded values are not recommended for survey control.
 CT1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1086.See file dsdata.txt to determine how the superseded data were derived.
 CT1086
 CT1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA6194884122(NAD 83)
 CT1086_MARKER: 51 = TANK
 CT1086
 CT1086  HISTORY     - Date     Condition        Report By
 CT1086  HISTORY     - 1935     FIRST OBSERVED   CGS
 CT1086  HISTORY     - 1961     GOOD             CGS
 CT1086  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT1086
 CT1086                          STATION DESCRIPTION
 CT1086
 CT1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CT1086'IN 1935, STATION HITSON (USGS) 1908 1935 INTERSECTED THE
 CT1086'CLYDE MUN. WATER TANK AND STATION SPRING GAP NO 2 1935 INTERSECTED
 CT1086'THE BAIRD MUNICIPAL WATER TANK.  A NO-CHECK POSITION TRIANGLE
 CT1086'AND A GEOGRAPHIC POSITION WAS COMPUTED FOR THE BAIRD MUNICIPAL
 CT1086'WATER TANK FROM THESE TWO STATIONS BUT WAS FOUND TO BE WRONG
 CT1086'BY THIS PARTY IN 1961.
 CT1086'
 CT1086'SEE THE RECOVERY FOR THE BAIRD MUNICIPAL WATER TANK, 1961.
 CT1086'THIS PARTY COMPUTED A NEW TRIANGLE AND A NEW GEOGRAPHIC
 CT1086'POSITION IN 1961.
 CT1086
 CT1086                          STATION RECOVERY (1961)
 CT1086
 CT1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1086'THE STATION IS THE BALL ATOP THE TANK WHICH IS IN THE WEST
 CT1086'EDGE OF BAIRD AND APPROXIMATELY 0.1 MILE SOUTH OF U.S. HIGHWAY
 CT1086'80.
 CT1086'
 CT1086'THE TANK IS A STEEL STRUCTURE, PAINTED SILVER, SUPPORTED
 CT1086'BY FOUR LEGS AND IS 110 FEET HIGH.
 CT1086
 CT1086                          STATION RECOVERY (2001)
 CT1086
 CT1086'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT1086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1188 ***********************************************************************
 BY1188  DESIGNATION -  BAKER
 BY1188  PID         -  BY1188
 BY1188  STATE/COUNTY-  TX/NACOGDOCHES
 BY1188  USGS QUAD   -  WODEN (1983)
 BY1188
 BY1188                         *CURRENT SURVEY CONTROL
 BY1188  ___________________________________________________________________
 BY1188* NAD 83(1993)-  31 36 03.38226(N)    094 32 42.72481(W)     ADJUSTED  
 BY1188* NAVD 88     -       127.48   (+/-2cm)     418.2    (feet)  VERTCON   
 BY1188  ___________________________________________________________________
 BY1188  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BY1188  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY1188
 BY1188  HORZ ORDER  -  SECOND
 BY1188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1188
 BY1188.The horizontal coordinates were established by classical geodetic methods
 BY1188.and adjusted by the National Geodetic Survey in February 1996..
 BY1188
 BY1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1188.The vertical order pertains to the NGVD 29 superseded value.
 BY1188
 BY1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1188
 BY1188.The geoid height was determined by GEOID03.
 BY1188
 BY1188;                    North         East     Units Scale Factor Converg.
 BY1188;SPC TX C     - 3,228,715.262 1,249,011.591   MT  0.99993634   +2 58 52.4
 BY1188;SPC TX C     -10,592,876.66  4,097,798.86   sFT  0.99993634   +2 58 52.4
 BY1188;UTM  15      - 3,497,240.170   353,410.804   MT  0.99986503   -0 48 35.4
 BY1188
 BY1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1188!SPC TX C     -   0.99998423  x   0.99993634  =   0.99992057
 BY1188!UTM  15      -   0.99998423  x   0.99986503  =   0.99984926
 BY1188
 BY1188|---------------------------------------------------------------------|
 BY1188| PID    Reference Object                     Distance      Geod. Az  |
 BY1188|                                                           dddmmss.s |
 BY1188| BY1189 BAKER RM 1                           34.360 METERS 13853     |
 BY1188| BY1191 BAKER AZ MK                                        1901739.1 |
 BY1188| BY1190 BAKER RM 2                           33.144 METERS 24348     |
 BY1188| BY2683 FERN LAKE LOOKOUT TOWER             APPROX.16.6 KM 2464618.4 |
 BY1188| BY2686 NACOGDOCHES MUNICIPAL TANK          APPROX.11.1 KM 2751426.6 |
 BY1188| BY2687 NACOGDOCHES RAD STA KSFA MAST       APPROX. 7.8 KM 2780332.7 |
 BY1188|---------------------------------------------------------------------|
 BY1188
 BY1188                          SUPERSEDED SURVEY CONTROL
 BY1188
 BY1188  NAD 83(1986)-  31 36 03.39282(N)    094 32 42.71128(W) AD(       ) 2
 BY1188  NAD 27      -  31 36 02.74300(N)    094 32 41.96400(W) AD(       ) 2
 BY1188  NGVD 29 (??/??/92)  127.544  (m)          418.45   (f) ADJ UNCH    2 0
 BY1188
 BY1188.Superseded values are not recommended for survey control.
 BY1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1188.See file dsdata.txt to determine how the superseded data were derived.
 BY1188
 BY1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ5341197240(NAD 83)
 BY1188_MARKER: DS = TRIANGULATION STATION DISK
 BY1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1188_STAMPING: BAKER 1948
 BY1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1188+STABILITY: SURFACE MOTION
 BY1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1188+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2004
 BY1188
 BY1188  HISTORY     - Date     Condition        Report By
 BY1188  HISTORY     - 1949     MONUMENTED       CGS
 BY1188  HISTORY     - 1949     GOOD             CGS
 BY1188  HISTORY     - 20040716 GOOD             INDIV
 BY1188
 BY1188                          STATION DESCRIPTION
 BY1188
 BY1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY1188'THE STATION IS LOCATED ABOUT 6.5 MILES EAST OF NACOGDOCHES
 BY1188'ON THE HIGHEST POINT OF A PROMINENT RIDGE AND ON LAND OWNED
 BY1188'BY MR. FRANK BIEDRZYCKI.  IT IS 0.6 MILE SOUTH OF STATE
 BY1188'ROUTE NO 7, 0.05 MILE EAST OF A NORTH-SOUTH GRADED ROAD AND
 BY1188'100 FEET NORTH OF THE NORTHWEST CORNER OF AN OLD ABANDONED
 BY1188'FARM HOUSE.  IT IS STAMPED BAKER 1948 AND SET FLUSH WITH
 BY1188'THE GROUND SURFACE.
 BY1188'
 BY1188'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 20 FEET
 BY1188'NORTH OF THE NORTHEAST CORNER OF THE OLD ABANDONED FARM
 BY1188'HOUSE.  IT IS STAMPED BAKER NO 1 1948 AND SET FLUSH WITH
 BY1188'THE GROUND SURFACE.
 BY1188'
 BY1188'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, SET ON
 BY1188'THE WEST SLOPE OF THE RIDGE, 12 FEET NORTHWEST OF A 4 INCH
 BY1188'PINE TREE.  IT IS STAMPED BAKER NO 2 1948 AND SET FLUSH
 BY1188'WITH THE GROUND SURFACE.
 BY1188'
 BY1188'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF THE STATION,
 BY1188'20 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRADED ROAD,
 BY1188'1 FOOT EAST OF FENCE LINE AND 2 FEET NORTH OF WITNESS POST.
 BY1188'IT IS STAMPED BAKER 1948 AND PROJECTS 4 INCHES.  TO REACH
 BY1188'FROM THE STATION, GO SOUTH ON GRADED ROAD FOR 0.25 MILE TO
 BY1188'THE MARK ON THE WEST SIDE.
 BY1188'
 BY1188'TO REACH THE STATION FROM THE POST OFFICE IN NACOGDOCHES,
 BY1188'GO EAST ON STATE ROUTES 7 AND 21 FOR 1.15 MILES TO FORK,
 BY1188'BEAR LEFT ON STATE ROUTE NO 7 FOR 5.5 MILES TO SIDE ROAD
 BY1188'RIGHT 0.1 MILE EAST OF CHURCH HOUSE, TURN RIGHT AND GO SOUTH
 BY1188'ON GRADED ROAD FOR 0.65 MILE TO GATE IN WIRE FENCE LINE
 BY1188'ON THE LEFT, TURN LEFT THROUGH GATE AND FOLLOW DIM ROAD
 BY1188'UPHILL TO OLD ABANDONED FARM HOUSE AND STATION JUST NORTH.
 BY1188'
 BY1188'AN 87 FOOT SIGNAL AT STATION VIOLET IS VISIBLE AT 4 FEET
 BY1188'
 BY1188'A 74 FOOT SIGNAL AT STATION BOZELL IS VISIBLE AT 37 FEET
 BY1188'
 BY1188'A 15 FOOT SIGNAL AT STATION NACOGDOCHES IS VISIBLE AT 4 FEET
 BY1188'
 BY1188'A 113 FOOT SIGNAL AT STATION CUSHING 1919 IS VISIBLE AT 64 FEET
 BY1188'
 BY1188'A 4 FOOT SIGNAL AT STATION REDFIELD IS VISIBLE AT 64 FEET
 BY1188'
 BY1188'A 74 FOOT SIGNAL AT STATION APPLEBY 2 IS VISIBLE AT 15 FEET
 BY1188'
 BY1188'A 100 FOOT SIGNAL AT STATION HOLT 1919 IS VISIBLE AT 15 FEET
 BY1188'
 BY1188'A 74 FOOT SIGNAL AT STATION MELROSE IS VISIBLE AT 64 FEET
 BY1188'
 BY1188'A 100 FOOT SIGNAL AT STATION CHIRENO IS VISIBLE AT 64 FEET
 BY1188'
 BY1188'AN 87 FOOT SIGNAL AT STATION DORR IS VISIBLE AT 64 FEET
 BY1188'
 BY1188'A 74 FOOT SIGNAL AT STATION BERRY IS VISIBLE AT 77 FEET
 BY1188'
 BY1188'AN 87 FOOT SIGNAL AT STATION CENTRAL IS VISIBLE AT 77 FEET
 BY1188'
 BY1188'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BY1188
 BY1188                          STATION RECOVERY (1949)
 BY1188
 BY1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BY1188'4.5 MI S FROM SWIFT.
 BY1188'3.9 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY1188'SWIFT, THENCE 0.6 MILE SOUTH ALONG A DIRT ROAD, ON TOP OF THE HIGHEST
 BY1188'HILL IN THE VICINITY, ABOUT 300.0 FEET EAST OF THE CENTER LINE OF THE
 BY1188'ROAD, 137.5 FEET NORTH OF A LONE 20-INCH CEDAR TREE WHICH IS IN FRONT
 BY1188'OF AN ABANDONED DWELLING, 102.0 FEET NORTH OF THE NORTHWEST CORNER OF
 BY1188'ABANDONED DWELLING AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 BY1188'FLUSH WITH THE SURFACE OF THE GROUND.
 BY1188
 BY1188                          STATION RECOVERY (2004)
 BY1188
 BY1188'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GFM)
 BY1188'STATION IS LOCATED ABOUT 0.6 MILES SOUTH OF STATE HIGHWAY 7, 300 FEET
 BY1188'EAST OF THE CENTERLINE OF COUNTY ROAD 311, AND ABOUT 5 FEET WEST OF A
 BY1188'CONCRETE SLAB ON PROPERTY OWNED BY J.A. KINGHAM. FOUND RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0788 ***********************************************************************
 BN0788  DESIGNATION -  BAKER
 BN0788  PID         -  BN0788
 BN0788  STATE/COUNTY-  TX/KIMBLE
 BN0788  USGS QUAD   -  JULIO DRAW (1970)
 BN0788
 BN0788                         *CURRENT SURVEY CONTROL
 BN0788  ___________________________________________________________________
 BN0788* NAD 83(1993)-  30 41 58.80386(N)    099 47 43.52674(W)     ADJUSTED  
 BN0788* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 BN0788  ___________________________________________________________________
 BN0788  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BN0788  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 BN0788
 BN0788  HORZ ORDER  -  SECOND
 BN0788
 BN0788.The horizontal coordinates were established by classical geodetic methods
 BN0788.and adjusted by the National Geodetic Survey in February 1996..
 BN0788
 BN0788.The orthometric height was scaled from a topographic map.
 BN0788
 BN0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0788
 BN0788.The geoid height was determined by GEOID03.
 BN0788
 BN0788;                    North         East     Units Scale Factor Converg.
 BN0788;SPC TX C     - 3,114,638.057   751,527.339   MT  0.99989552   +0 16 37.4
 BN0788;SPC TX C     -10,218,608.36  2,465,635.94   sFT  0.99989552   +0 16 37.4
 BN0788;UTM  14      - 3,396,588.309   423,825.871   MT  0.99967158   -0 24 22.0
 BN0788
 BN0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0788!SPC TX C     -   0.99989219  x   0.99989552  =   0.99978772
 BN0788!UTM  14      -   0.99989219  x   0.99967158  =   0.99956381
 BN0788
 BN0788:                Primary Azimuth Mark                     Grid Az
 BN0788:SPC TX C     -  BAKER AZ MK                              060 25 40.6
 BN0788:UTM  14      -  BAKER AZ MK                              061 06 40.0
 BN0788
 BN0788|---------------------------------------------------------------------|
 BN0788| PID    Reference Object                     Distance      Geod. Az  |
 BN0788|                                                           dddmmss.s |
 BN0788| CV3692 BAKER AZ MK                                        0604218.0 |
 BN0788| CV3693 BAKER RM 1                           31.431 METERS 08137     |
 BN0788| CV3694 BAKER RM 2                           20.679 METERS 29901     |
 BN0788|---------------------------------------------------------------------|
 BN0788
 BN0788                          SUPERSEDED SURVEY CONTROL
 BN0788
 BN0788  NAD 83(1986)-  30 41 58.80983(N)    099 47 43.51325(W) AD(       ) 2
 BN0788  NAD 27      -  30 41 58.15700(N)    099 47 42.26400(W) AD(       ) 2
 BN0788
 BN0788.Superseded values are not recommended for survey control.
 BN0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0788.See file dsdata.txt to determine how the superseded data were derived.
 BN0788
 BN0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2382696588(NAD 83)
 BN0788_MARKER: DS = TRIANGULATION STATION DISK
 BN0788_SETTING: 66 = SET IN ROCK OUTCROP
 BN0788_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0788
 BN0788  HISTORY     - Date     Condition        Report By
 BN0788  HISTORY     - 1943     MONUMENTED       CGS
 BN0788  HISTORY     - 1973     GOOD             NGS
 BN0788
 BN0788                          STATION DESCRIPTION
 BN0788
 BN0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0788'THE STATION IS ABOUT 15 MILES S OF MENARD, 1.5 MILES W OF
 BN0788'U.S. HIGHWAY 83, 0.35 MILE W OF A N-S POWER LINE AND 0.15
 BN0788'MILE S OF AN E-W GRADED DIRT ROAD.  IT IS ABOUT 1.5 MILES
 BN0788'NE OF THE BAKER RANCH HOUSE ON THE SUMMIT OF A SPARSLY TIMBERED
 BN0788'HILL AND IS 19.5 FEET ESE OF A BLAZED 8-INCH TREE.  IT IS
 BN0788'STAMPED BAKER 1943 AND IS 3 INCHES UNDERGROUND.
 BN0788'
 BN0788'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 BN0788'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BN0788'
 BN0788'REFERENCE MARK NO. 1 IS E OF THE STATION AND LEVEL WITH THE
 BN0788'STATION.  IT IS STAMPED BAKER NO. 1 1943 AND IS 3 INCHES
 BN0788'UNDERGROUND.
 BN0788'
 BN0788'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND IS LEVEL
 BN0788'WITH THE STATION.  IT IS STAMPED BAKER NO. 2 1943 AND IS
 BN0788'3 INCHES UNDERGROUND.
 BN0788'
 BN0788'THE AZIMUTH MARK IS ABOUT 0.35 MILE ENE OF THE STATION, 120
 BN0788'FEET E OF THE POWER LINE, 28 FEET S OF THE CENTER LINE OF
 BN0788'THE E-W DIRT ROAD TO THE STATION, AND 6 FEET SW OF A WHITE
 BN0788'REFERENCE POST.  IT IS STAMPED BAKER 1943 AND IS FLUSH WITH
 BN0788'THE SURFACE OF THE GROUND.
 BN0788'
 BN0788'TO REACH FROM MENARD GO S ON U.S. HIGHWAY 83 FOR 2.9 MILES
 BN0788'AND KEEP RIGHT FORK, HIGHWAY 83.  GO 12.75 MILES AND TURN
 BN0788'RIGHT OFF THE HIGHWAY THROUGH A CATTLE GUARD.  GO 1.15 MILES
 BN0788'TO THE AZIMUTH MARK ON THE S SIDE OF THE ROAD.  CONTINUE
 BN0788'0.35 MILE AND TURN LEFT OFF THE ROAD.  GO 0.15 MILE TO THE
 BN0788'HIGHEST PART OF THE HILL AND THE STATION.
 BN0788'
 BN0788'77-FOOT SIGNALS AT HOD AND SPILLER ARE VISIBLE AT 50 FEET.
 BN0788'64-FOOT SIGNALS AT BENSON AND LEGGETT ARE VISIBLE AT 64 FEET.
 BN0788'A 12-FOOT SIGNAL AT CLEO IS VISIBLE AT 64 FEET.
 BN0788'
 BN0788'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BN0788
 BN0788                          STATION RECOVERY (1973)
 BN0788
 BN0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RM)
 BN0788'BAKER 1943-GOOD
 BN0788'
 BN0788'BAKER NO 1 1943-GOOD
 BN0788'
 BN0788'BAKER NO 2 1943-GOOD
 BN0788'
 BN0788'(AZ MK) BAKER 1943-GOOD
 BN0788'
 BN0788'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1131 ***********************************************************************
 CT1131  DESIGNATION -  BAKER
 CT1131  PID         -  CT1131
 CT1131  STATE/COUNTY-  TX/TAYLOR
 CT1131  USGS QUAD   -  ABILENE WEST (1987)
 CT1131
 CT1131                         *CURRENT SURVEY CONTROL
 CT1131  ___________________________________________________________________
 CT1131* NAD 83(1993)-  32 25 01.65247(N)    099 47 47.85656(W)     ADJUSTED  
 CT1131* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 CT1131  ___________________________________________________________________
 CT1131  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CT1131  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CT1131
 CT1131  HORZ ORDER  -  SECOND
 CT1131
 CT1131.The horizontal coordinates were established by classical geodetic methods
 CT1131.and adjusted by the National Geodetic Survey in February 1996..
 CT1131
 CT1131.The orthometric height was scaled from a topographic map.
 CT1131
 CT1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1131
 CT1131.The geoid height was determined by GEOID03.
 CT1131
 CT1131;                    North         East     Units Scale Factor Converg.
 CT1131;SPC TXNC     - 2,083,971.972   478,046.798   MT  0.99993350   -0 42 25.8
 CT1131;SPC TXNC     - 6,837,164.71  1,568,391.87   sFT  0.99993350   -0 42 25.8
 CT1131;UTM  14      - 3,586,951.614   425,095.953   MT  0.99966919   -0 25 37.5
 CT1131
 CT1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1131!SPC TXNC     -   0.99991936  x   0.99993350  =   0.99985287
 CT1131!UTM  14      -   0.99991936  x   0.99966919  =   0.99958858
 CT1131
 CT1131:                Primary Azimuth Mark                     Grid Az
 CT1131:SPC TXNC     -  ABILENE CITIZENS NATL BANK LT            056 38 14.1
 CT1131:UTM  14      -  ABILENE CITIZENS NATL BANK LT            056 21 25.8
 CT1131
 CT1131|---------------------------------------------------------------------|
 CT1131| PID    Reference Object                     Distance      Geod. Az  |
 CT1131|                                                           dddmmss.s |
 CT1131| CT1118 ABILENE CITIZENS NATL BANK LT       APPROX. 7.1 KM 0555548.3 |
 CT1131| CT1105 ABILENE RADIO STA KWKC MAST         APPROX. 5.6 KM 0864641.5 |
 CT1131| CX7542 BAKER RM 1                           20.279 METERS 09305     |
 CT1131| CX7544 BAKER RM 3                           20.190 METERS 09313     |
 CT1131| CT1119 ABILENE B J SERVICE RADIO MAST      APPROX. 4.9 KM 1142010.2 |
 CT1131| CX7543 BAKER RM 2                           19.050 METERS 26640     |
 CT1131| CT1130 DYESS AFB COMM BLDG RADIO MAST      APPROX. 3.6 KM 2754137.0 |
 CT1131| CX7541 BAKER AZ MK                                        3574459.1 |
 CT1131|---------------------------------------------------------------------|
 CT1131
 CT1131                          SUPERSEDED SURVEY CONTROL
 CT1131
 CT1131  NAD 83(1986)-  32 25 01.65878(N)    099 47 47.84471(W) AD(       ) 2
 CT1131  NAD 27      -  32 25 01.20320(N)    099 47 46.52010(W) AD(       ) 2
 CT1131
 CT1131.Superseded values are not recommended for survey control.
 CT1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1131.See file dsdata.txt to determine how the superseded data were derived.
 CT1131
 CT1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2509686952(NAD 83)
 CT1131_MARKER: DS = TRIANGULATION STATION DISK
 CT1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1131
 CT1131  HISTORY     - Date     Condition        Report By
 CT1131  HISTORY     - 1961     MONUMENTED       CGS
 CT1131  HISTORY     - 1976     POOR             TXHD
 CT1131  HISTORY     - 1977     SEE DESCRIPTION  NGS
 CT1131
 CT1131                          STATION DESCRIPTION
 CT1131
 CT1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1131'THE STATION IS APPROXIMATELY 4-1/2 MILES SOUTHEAST OF THE CENTER
 CT1131'OF ABILENE, 0.1 MILE WEST OF U.S. HIGHWAY 277, AND 200 FEET
 CT1131'SOUTH OF A GRAVEL PIT, ON PROPERTY OF F.M. BEASLEY.
 CT1131'
 CT1131'TO REACH THE STATION FROM THE OVERPASS INTERSECTION OF U.S.
 CT1131'HIGHWAYS 83 AND 84 AND 277 ON THE SOUTHWEST EDGE OF ABILENE, GO
 CT1131'SOUTHWEST ON HIGHWAY 277 FOR 0.25 MILE TO A SIDE ROAD RIGHT.
 CT1131'(TURN RIGHT, WEST, ON BLACKTOP ROAD FOR 0.35 MILE TO A CHURCH
 CT1131'ON THE RIGHT.  CONTINUE WEST FOR 0.1 MILE TO THE AZIMUTH MARK ON
 CT1131'THE LEFT NEAR A POWER POLE.) CONTINUE SOUTHWEST ON HIGHWAY 277
 CT1131'FOR 0.4 MILE TO A GRAVEL ROAD AND WIRE GATE ON THE RIGHT, JUST
 CT1131'BEFORE REACHING AN OLD DRIVE-IN THEATRE ON THE LEFT.  TURN
 CT1131'RIGHT, PASS THROUGH GATE, BEAR LEFT AT FORK AND GO SOUTHWEST FOR
 CT1131'0.05 MILE TO A FORK AND A TRACK ROAD STRAIGHT AHEAD.
 CT1131'BEAR LEFT ALONG EAST SIDE OF GRAVEL PIT, AND GO SOUTHWEST FOR
 CT1131'0.15 MILE TO A FENCE AND THE STATION.
 CT1131'
 CT1131'STATION MARKS ARE STANDARD DISKS STAMPED BAKER 1961.  THE SURFACE
 CT1131'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 CT1131'SURFACE OF THE GROUND.  IT IS 30.5 FEET EAST OF POWER POLE NO.
 CT1131'39, 3.5 FEET NORTH OF A FENCE LINE.  THE UNDERGROUND DISK IS SET
 CT1131'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 CT1131'OF THE GROUND.
 CT1131'
 CT1131'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BAKER NO 1 1961, IS
 CT1131'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 CT1131'THE GROUND.  IT IS 143.0 FEET WEST OF POWER POLE NO. 38, 1.0
 CT1131'FOOT NORTH OF THE FENCE LINE.
 CT1131'
 CT1131'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BAKER NO 2 1961,
 CT1131'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 CT1131'OF THE GROUND.  IT IS 31.5 FEET WEST OF POWER POLE NO. 39, 1.0
 CT1131'FOOT NORTH OF THE FENCE LINE.
 CT1131'
 CT1131'AZIMUTH MARK, A STANDARD DISK STAMPED BAKER 1961, IS SET IN A
 CT1131'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 38.0 FEET
 CT1131'SOUTH OF THE CENTER OF A BLACKTOP ROAD, 2.5 FEET SOUTHWEST OF A
 CT1131'POWER POLE, 2.1 FEET EAST OF A METAL WITNESS POST, 1.0 FOOT NORTH
 CT1131'OF A FENCE LINE.
 CT1131'
 CT1131'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT1131
 CT1131                          STATION RECOVERY (1976)
 CT1131
 CT1131'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1976 (CLJ)
 CT1131'BAKER 1961 MONUMENT GOOD, BRASS PLATE BROKEN OFF.
 CT1131'
 CT1131'AZIMUTH MARK RECOVERED GOOD.
 CT1131'
 CT1131'RMS NOT SEARCHED FOR.
 CT1131'
 CT1131'AZIMUTH MARK IS NO LONGER VISIBLE FROM STATION.  A POWER POLE HAS
 CT1131'BEEN ERECTED ON LINE.  THE BRASS PLATE HAS BEEN PULLED LOOSE FROM
 CT1131'STATION MARK.
 CT1131'
 CT1131'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES S.E. OF
 CT1131'ABILENE.
 CT1131
 CT1131                          STATION RECOVERY (1977)
 CT1131
 CT1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CT1131'THE STATION SURFACE MARK WAS FOUND WITH PART OF THE DISK REMOVED,
 CT1131'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 CT1131'CONDITION.
 CT1131'
 CT1131'REFERENCE MARK NO. 1 WAS NOT RECOVERED AND ITS BELIEVED THAT THE MARK
 CT1131'HAD BEEN DESTROYED.
 CT1131'
 CT1131'A NEW DISK WAS PLACED IN THE STATION SURFACE MARK AND REFERENCE MARK
 CT1131'NO. 3 WAS ESTABLISHED AT THIS TIME.
 CT1131'
 CT1131'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.
 CT1131'
 CT1131'THE LINE OF SIGHT TO THE AZIMUTH FROM THE STATION IS NOW OBSTRUCTED
 CT1131'BY A HIGH LINE POLE.
 CT1131'
 CT1131'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CT1131'
 CT1131'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF ABILENE, 0.1
 CT1131'MILE WEST OF U.S. HIGHWAY 277 AND 20 FEET SOUTH OF AN OLD GRAVEL
 CT1131'PIT.
 CT1131'
 CT1131'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 83, 84
 CT1131'AND 277, WHICH IS LOCATED ON THE SOUTHWEST EDGE OF ABILENE.  GO SOUTH
 CT1131'ON U.S. HIGHWAY 277 FOR 0.65 MILE TO A TRACK ROAD ON THE RIGHT.
 CT1131'TURN RIGHT AND GO ABOUT 100 FEET TO FORK, KEEP LEFT AND GO
 CT1131'SOUTHWEST ON TRACK ROAD, PASSING THE WEST SIDE OF FARM YARD TO
 CT1131'FENCE LINE, A DISTANCE OF ABOUT 0.15 MILE.  AT FENCE LINE
 CT1131'BEAR RIGHT AND GO WEST ALONG THE FENCE LINE FOR 0.05 MILE TO
 CT1131'STATION.
 CT1131'
 CT1131'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CT1131'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED BAKER 1961 1977.
 CT1131'IT IS 30 FEET EAST OF HIGH LINE POLE NO. 30, 20 FEET SOUTH OF THE
 CT1131'SOUTH EDGE OF OLD GRAVEL PIT CUT, 4 FEET NORTH OF THE FENCE LINE
 CT1131'AND 2 FEET NORTH OF A METAL WITNESS POST.
 CT1131'
 CT1131'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CT1131'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED BAKER
 CT1131'1961 NO 3 1977.  IT IS 143 FEET WEST OF HIGH LINE POLE NO. 38 AND
 CT1131'1-FOOT SOUTH OF FENCE LINE.
 CT1131'
 CT1131'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CT1131'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED BAKER
 CT1131'NO 2 1961.  IT IS 34 FEET WEST OF HIGH LINE POLE NO. 39, 18 FEET
 CT1131'SOUTH OF THE SOUTH EDGE OF OLD GRAVEL PIT CUT AND 1-FOOT SOUTH
 CT1131'OF FENCE LINE.
 CT1131'
 CT1131'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CT1131'POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED BAKER 1961.  IT
 CT1131'IS 38 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 2.5 FEET SOUTHWEST
 CT1131'OF A HIGH LINE POLE AND 2 FEET EAST OF A METAL WITNESS POST.
 CT1131'
 CT1131'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAYS
 CT1131'83, 84 AND 277.  GO SOUTH ON U.S. HIGHWAY 277 FOR 0.25 MILE TO THE
 CT1131'TRAFFIC LIGHT AT THE INTERSECTION OF TEXAS AVE., TURN RIGHT AND GO
 CT1131'WEST ON TEXAS AVE. FOR 0.45 MILE TO MARK ON THE LEFT.
 CT1131'
 CT1131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABILENE 4-1/2 MILES
 CT1131'SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0815 ***********************************************************************
 BP0815  DESIGNATION -  BAKER
 BP0815  PID         -  BP0815
 BP0815  STATE/COUNTY-  TX/PECOS
 BP0815  USGS QUAD   -  INDIAN MESA NE (1969)
 BP0815
 BP0815                         *CURRENT SURVEY CONTROL
 BP0815  ___________________________________________________________________
 BP0815* NAD 83(1993)-  30 55 17.06762(N)    102 06 20.44747(W)     ADJUSTED  
 BP0815* NAVD 88     -       930.4    (meters)    3052.     (feet)  VERTCON   
 BP0815  ___________________________________________________________________
 BP0815  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 BP0815  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BP0815
 BP0815  HORZ ORDER  -  SECOND
 BP0815
 BP0815.The horizontal coordinates were established by classical geodetic methods
 BP0815.and adjusted by the National Geodetic Survey in February 1996..
 BP0815
 BP0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0815
 BP0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0815
 BP0815.The geoid height was determined by GEOID03.
 BP0815
 BP0815;                    North         East     Units Scale Factor Converg.
 BP0815;SPC TX C     - 3,140,443.522   530,621.726   MT  0.99988271   -0 54 46.3
 BP0815;SPC TX C     -10,303,271.79  1,740,881.45   sFT  0.99988271   -0 54 46.3
 BP0815;UTM  13      - 3,424,483.765   776,591.612   MT  1.00054380   +1 29 17.6
 BP0815
 BP0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0815!SPC TX C     -   0.99985759  x   0.99988271  =   0.99974032
 BP0815!UTM  13      -   0.99985759  x   1.00054380  =   1.00040131
 BP0815
 BP0815:                Primary Azimuth Mark                     Grid Az
 BP0815:SPC TX C     -  IRAAN EL PASO NAT GAS MAST               109 22 19.5
 BP0815:UTM  13      -  IRAAN EL PASO NAT GAS MAST               106 58 15.6
 BP0815
 BP0815|---------------------------------------------------------------------|
 BP0815| PID    Reference Object                     Distance      Geod. Az  |
 BP0815|                                                           dddmmss.s |
 BP0815| BO0566 IRAAN EL PASO NAT GAS MAST          APPROX.17.1 KM 1082733.2 |
 BP0815| BO0565 IRAAN MARATHON OIL RAD MAST         APPROX.17.4 KM 1083700.2 |
 BP0815| CH7884 BAKER RM 1                           39.910 METERS 12530     |
 BP0815| CH7885 BAKER RM 2                           32.242 METERS 19818     |
 BP0815| CH7883 BAKER AZ MK                                        2353941.3 |
 BP0815| CC0746 MC CAMEY MUNICIPAL TANK             APPROX.25.9 KM 3344803.2 |
 BP0815|---------------------------------------------------------------------|
 BP0815
 BP0815                          SUPERSEDED SURVEY CONTROL
 BP0815
 BP0815  NAD 83(1986)-  30 55 17.07695(N)    102 06 20.43562(W) AD(       ) 2
 BP0815  NAD 27      -  30 55 16.51400(N)    102 06 18.95800(W) AD(       ) 2
 BP0815  NGVD 29 (07/19/86)  930.1    (m)         3052.     (f) VERT ANG       
 BP0815
 BP0815.Superseded values are not recommended for survey control.
 BP0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0815.See file dsdata.txt to determine how the superseded data were derived.
 BP0815
 BP0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ7659224484(NAD 83)
 BP0815_MARKER: DS = TRIANGULATION STATION DISK
 BP0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0815
 BP0815  HISTORY     - Date     Condition        Report By
 BP0815  HISTORY     - 1935     MONUMENTED       CGS
 BP0815  HISTORY     - 1940     GOOD             SHELL
 BP0815  HISTORY     - 1943     GOOD             CGS
 BP0815  HISTORY     - 1968     GOOD             CGS
 BP0815  HISTORY     - 1969     GOOD             CGS
 BP0815
 BP0815                          STATION DESCRIPTION
 BP0815
 BP0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0815'STATION IS 11 MILES AIRLINE W OF IRAAN, LOCATED ON A LONG
 BP0815'E-W DIVIDE BETWEEN U.S. HIGHWAY 290 AND THE MC CAMEY-IRAAN
 BP0815'HIGHWAY, ON THE HIGHEST POINT IN THE VICINITY.  THE RIDGE
 BP0815'BREAKS OFF INTO BLUFFS 1/2 MILE N AND S OF THE STATION.  THE
 BP0815'STATION IS 0.2 MILE NE OF A FENCE T-INTERSECTION AND TWO PIPE
 BP0815'GATES AND 75 YARDS E OF A FENCE LINE.
 BP0815'
 BP0815'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BP0815'BRONZE DISKS SET IN CONCRETE.
 BP0815'
 BP0815'REFERENCE MARK NO. 1 IS E OF THE STATION.
 BP0815'
 BP0815'REFERENCE MARK NO. 2 IS S OF THE STATION.
 BP0815'
 BP0815'AZIMUTH MARK IS SW OF THE STATION, 30 FEET S OF THE CENTER
 BP0815'GATEPOST OF TWO PIPE GATES, 3 FEET W OF THE FENCE.  ALL MARKS
 BP0815'PROJECT 4 INCHES.
 BP0815'
 BP0815'STATION IS REACHED FROM THE IRAAN POST OFFICE BY DRIVING
 BP0815'TOWARDS MC CAMEY ON THE IRAAN-MC CAMEY HIGHWAY FOR 10.0
 BP0815'MILES TO FORKS.  TAKE LEFT FORK ON A GRADED ROAD AND GO 3.0
 BP0815'MILES TO A POINT AT THE BOTTOM OF A RIDGE WHERE THERE IS A WIRE
 BP0815'GATE E OF THE ROAD AND A PIPE GATE W OF THE ROAD AND TIN POSTED
 BP0815'SIGNS ON BOTH GATES.  LEAVE THE MAIN ROAD, PASS THROUGH THE
 BP0815'PIPE GATE AND DRIVE WESTERLY 0.8 MILE TO GROUP OF RANCH
 BP0815'BUILDINGS AND A WIRE GATE WHICH IS N OF THE N RANCH HOUSE.
 BP0815'PASS THROUGH THIS AND DRIVE NORTHERLY ON THE MAIN TRACK
 BP0815'ROAD TO TOP OF RIDGE, THENCE WESTERLY ALONG TOP OF RIDGE TO
 BP0815'A T-FENCE INTERSECTION AND TWO PINE POST GATES, A DISTANCE
 BP0815'OF 3.3 MILES.  TURN NORTHEASTERLY ALONG E SIDE OF FENCE ON
 BP0815'A DIM TRACK ROAD AND GO 0.2 MILE TO STATION.
 BP0815'
 BP0815'A 10-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 BP0815
 BP0815                          STATION RECOVERY (1940)
 BP0815
 BP0815'RECOVERY NOTE BY SHELL OIL COMPANY 1940
 BP0815'STATION, AZIMUTH AND REFERENCE MARKS ARE INTACT AND IN EXCELLENT
 BP0815'CONDITION.
 BP0815'
 BP0815'THE ORIGINAL 10-FOOT STAND IS STILL OVER THIS STATION.  THIS
 BP0815'IS REINFORCED AND IS AT PRESENT USABLE.
 BP0815
 BP0815                          STATION RECOVERY (1943)
 BP0815
 BP0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0815'STATION IS 17 MILES AIRLINE SOUTHEAST OF MC CAMEY AND 11 MILES
 BP0815'AIRLINE, WEST OF IRAAN.  LOCATED ON LONG EAST AND WEST DIVIDE
 BP0815'BETWEEN U.S. HGHWAY AND THE MC CAMEY-IRAAN HIGHWAY ON THE HIGHEST
 BP0815'POINT IN THE VICINITY.  THE RIDGE BREAKS OFF INTO THE BLUFFS
 BP0815'1/2 MILE NORTH AND SOUTH OF THE STATION.  THE STATION IS 0.2
 BP0815'MILES NORTHEAST OF A FENCE T INTERSECTION, AND 75 YARDS
 BP0815'SOUTHEAST OF A WOVEN WIRE FENCE.
 BP0815'
 BP0815'TO REACH FROM MC CAMEY--FROM CAUTION LIGHT ON HIGHWAY U.S.
 BP0815'67 GO SOUTH ON OILED AND GRAVEL HIGHWAY 19.5 MILES TO
 BP0815'JUNCTION OF IRAAN-FORT STOCKTON HIGHWAY.  TURN RIGHT AND GO
 BP0815'WEST FOR 3.5 MILES TO AN IRON GATE WITH TWO HIGH GATE POSTS
 BP0815'ON RIGHT.  LEAVE THE MAIN ROAD, PASS THROUGH THE IRON GATE
 BP0815'AND DRIVE WESTERLY 0.8 MILES TO A GROUP OF RANCH BUILDINGS AND
 BP0815'A WIRE GATE WHICH IS NORTH OF THE NORTH RANCH HOUSE.  PASS
 BP0815'THROUGH THIS GATE AND DRIVE NORTHERLY ON THE MAIN TRACK ROAD
 BP0815'TO TOP OF RIDGE TO A T FENCE INTERSECTION, A DISTANCE OF 3.3
 BP0815'MILES.  TURN NORTHERLY ON A DIM TRACK ROAD AND GO 0.2 MILE
 BP0815'TO THE STATION.
 BP0815'
 BP0815'A STANDARD TRIANGULATION STATION DISK SET IN A CONCRETE POST.
 BP0815'STAMPED BAKER 1935.  POST PROJECTS 6.0 INCHES ABOVE GROUND.
 BP0815'
 BP0815'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION.  A STANDARD
 BP0815'REFERENCE DISK SET IN A CONCRETE POST.  STAMPED BAKER NO 1 1935.
 BP0815'POST PROJECTS SEVEN INCHES.
 BP0815'
 BP0815'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION.  A STANDARD
 BP0815'DISK SET IN A CONCRETE POST.  STAMPED BAKER NO 2 1935.  POST
 BP0815'PROJECTS SEVEN INCHES ABOVE THE GROUND.
 BP0815'
 BP0815'AZIMUTH MARK IS 0.2 MILES WEST SOUTHWEST OF STATION AND 0.15
 BP0815'MILES NORTHEAST OF A WINDMILL NEAR A FENCE T INTERSECTION.
 BP0815'17 FEET EAST OF A WOVEN WIRE FENCE AND 5 FEET SOUTHEAST OF AN
 BP0815'ABANDNED GATE OST.  A STANDARD REFERENCE DISK SET IN A CONCRETE
 BP0815'POST.  STAMPED BAKER 1935.  POST PROJECTS EIGHT INCHES ABOVE THE
 BP0815'GROUND.
 BP0815
 BP0815                          STATION RECOVERY (1968)
 BP0815
 BP0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BP0815'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 BP0815'CONDITION.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION
 BP0815'FOLLOWS.
 BP0815'
 BP0815'THE STATION IS LOCATED ABOUT 12 MILES EAST OF BAKERSFIELD,
 BP0815'11 MILES WEST OF IRAAN, ON THE HIGHEST POINT OF A HIGH RIDGE
 BP0815'AND ON PROPERTY OWNED BY WILLIAM B. WILSON INC.
 BP0815'
 BP0815'TO REACH THE STATION FROM THE POST OFFICE IN BAKERSFIELD,
 BP0815'GO EAST ON U.S. HIGHWAY 290 FOR 12.7 MILES TO THE JUNCTION OF
 BP0815'STATE HIGHWAY 29 ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON
 BP0815'STATE HIGHWAY 29 FOR 2.2 MILES TO A GATE ON THE LEFT.  PASS
 BP0815'THROUGH GATE AND GO NORTHWEST ON PAVED ROAD FOR 0.25 MILE TO THE
 BP0815'END OF THE PAVED ROAD AND A GATE ON THE RIGHT.  PASS THROUGH
 BP0815'GATE AND GO NORTHWESTERLY ON GRADED ROAD FOR 1.25 MILES TO A
 BP0815'DIM FORK ON THE LEFT JUST BEFORE REACHING AN OLD BUILDING.
 BP0815'TURN LEFT AND GO 0.05 MILE TO A CROSSROAD JUST BEFORE
 BP0815'REACHING A GATE.  TURN RIGHT AND CONTINUE NORTHERLY ON FIELD
 BP0815'ROAD FOR 2.2 MILES TO A DIM FORK.  TURN RIGHT AND GO
 BP0815'0.05 MILE TO A CROSSROAD JUST BEFORE REACHING A GATE.  (TURN
 BP0815'LEFT AND GO SOUTHWEST ON DIM TRACK ROAD FOR 0.05 MILE TO
 BP0815'THE AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO NORTHEAST
 BP0815'ON DIM FIELD ROAD FOR 0.15 MILE TO THE STATION.
 BP0815'
 BP0815'THE STATION MARK IS A STANDARD DISK, STAMPED BAKER 1935,
 BP0815'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BP0815'PROJECTS 4-INCHES.  IT IS 249 FEET SOUTHEAST OF A WIRE FENCE
 BP0815'AND 2.8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BP0815'
 BP0815'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BAKER NO
 BP0815'1 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BP0815'THAT PROJECTS 8-INCHES.  IT IS 380 FEET SOUTHEAST OF THE
 BP0815'WIRE FENCE AND 131.4 FEET EAST-SOUTHEAST OF THE METAL WITNESS
 BP0815'POST WITH SIGN.
 BP0815'
 BP0815'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAKER NO 2 1935,
 BP0815'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 BP0815'PROJECTS 6-INCHES.  IT IS 283 FEET SOUTHEAST OF THE WIRE FENCE
 BP0815'AND 108 FEET SOUTH OF THE WITNESS POST WITH SIGN.
 BP0815'
 BP0815'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 BP0815'BAKER AZIMUTH 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BP0815'MONUMENT THAT PROJECTS 8-INCHES.  IT IS 17 FEET SOUTHEAST
 BP0815'OF A WIRE FENCE, 16.3 FEET SOUTHEAST OF A METAL WITNESS POST
 BP0815'WITH SIGN ATTACHED, 9 FEET NORTHWEST OF THE CENTER OF THE
 BP0815'FIELD ROAD AND 4.4 FEET NORTHEAST OF A FENCE POST.
 BP0815'
 BP0815'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 BP0815'WEST OF IRAAN.
 BP0815
 BP0815                          STATION RECOVERY (1969)
 BP0815
 BP0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (KGA)
 BP0815'STATION RECOVERED IN GOOD CONDITION.
 BP0815'
 BP0815'LOCATED ABOUT 21 MILES SE OF MC CAMEY, TEXAS ON PROPERTY
 BP0815'OWNED BY WILLIAM B. WILSON.  STATION IS ON A SMALL RUND KNOB
 BP0815'ABOUT 0.3 MILE SE OF STATE HIGHWAY 29 ON THE DIVIDE HALF-WAY
 BP0815'BETWEEN FARM ROAD 305 JUNCTION WITH STATE HWY 29, AND THE
 BP0815'JUNCTION OF STATE HIGHWAY 29 WITH U.S. HIGHWAY 290.
 BP0815'
 BP0815'NOTE--STATION BAKER USGS IS APPARENTLY ABOUT 3 MILES SE OF
 BP0815'THIS STATION.
 BP0815'
 BP0815'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 21
 BP0815'MILES SE OF MC CAMEY, TEXAS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0816 ***********************************************************************
 BP0816  DESIGNATION -  BAKER
 BP0816  PID         -  BP0816
 BP0816  STATE/COUNTY-  TX/PECOS
 BP0816  USGS QUAD   -  INDIAN MESA NE (1969)
 BP0816
 BP0816                         *CURRENT SURVEY CONTROL
 BP0816  ___________________________________________________________________
 BP0816* NAD 83(1993)-  30 52 53.36539(N)    102 03 51.73264(W)     ADJUSTED  
 BP0816* NAVD 88     -       899.     (meters)    2949.     (feet)  SCALED    
 BP0816  ___________________________________________________________________
 BP0816  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BP0816  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 BP0816
 BP0816  HORZ ORDER  -  THIRD
 BP0816
 BP0816.The horizontal coordinates were established by classical geodetic methods
 BP0816.and adjusted by the National Geodetic Survey in February 1996..
 BP0816
 BP0816.The orthometric height was scaled from a topographic map.
 BP0816
 BP0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0816
 BP0816.The geoid height was determined by GEOID03.
 BP0816
 BP0816;                    North         East     Units Scale Factor Converg.
 BP0816;SPC TX C     - 3,135,956.867   534,500.400   MT  0.99988392   -0 53 29.7
 BP0816;SPC TX C     -10,288,551.82  1,753,606.73   sFT  0.99988392   -0 53 29.7
 BP0816;UTM  13      - 3,420,160.569   780,657.522   MT  1.00057177   +1 30 27.9
 BP0816;UTM  14      - 3,420,491.795   207,028.930   MT  1.00065892   -1 34 26.2
 BP0816
 BP0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0816!SPC TX C     -   0.99986247  x   0.99988392  =   0.99974641
 BP0816!UTM  13      -   0.99986247  x   1.00057177  =   1.00043417
 BP0816!UTM  14      -   0.99986247  x   1.00065892  =   1.00052130
 BP0816
 BP0816:                Primary Azimuth Mark                     Grid Az
 BP0816:SPC TX C     -  WHITE                                    296 41 38.7
 BP0816:UTM  13      -  WHITE                                    294 17 41.1
 BP0816:UTM  14      -  WHITE                                    297 22 35.2
 BP0816
 BP0816|---------------------------------------------------------------------|
 BP0816| PID    Reference Object                     Distance      Geod. Az  |
 BP0816|                                                           dddmmss.s |
 BP0816| BP0818 WHITE                               APPROX.12.1 KM 2954809.0 |
 BP0816|---------------------------------------------------------------------|
 BP0816
 BP0816                          SUPERSEDED SURVEY CONTROL
 BP0816
 BP0816  NAD 83(1986)-  30 52 53.37335(N)    102 03 51.72027(W) AD(       ) 3
 BP0816  NAD 27      -  30 52 52.80366(N)    102 03 50.24594(W) AD(       ) 3
 BP0816
 BP0816.Superseded values are not recommended for survey control.
 BP0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0816.See file dsdata.txt to determine how the superseded data were derived.
 BP0816
 BP0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ8065820161(NAD 83)
 BP0816_MARKER: DB = BENCH MARK DISK
 BP0816_SETTING: 66 = SET IN ROCK OUTCROP
 BP0816_SP_SET: SET IN BEDROCK
 BP0816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0816+STABILITY: POSITION/ELEVATION WELL
 BP0816
 BP0816  HISTORY     - Date     Condition        Report By
 BP0816  HISTORY     - 1919     MONUMENTED       USGS
 BP0816
 BP0816                          STATION DESCRIPTION
 BP0816
 BP0816'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 BP0816'THE STATION IS LOCATED ON A SMALL ROUND KNOB, ABOUT 14 MI. AIR E. OF
 BP0816'BAKERSFIELD, TEXAS.
 BP0816'
 BP0816'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND STATE
 BP0816'HIGHWAY 11 IN BAKERSFIELD, TEXAS, GO E.ON U.S.HIGHWAY 290 FOR 12.5 MI.
 BP0816'TO JUNCTION OF FARM RD. 305. FOR 2.0 MI. TO A SIDE RD. SE. THEN SE. ON
 BP0816'SIDE RD. FOR 0.4 MI.  AT THIS POINT LEAVE RD. AND DRIVE NE. ACROSS
 BP0816'COUNTRY FOR 0.1 MI. TO SADDLE SE. OF SMALL ROUND KNOB.  PACK NW. FOR
 BP0816'ABOUT 200 FT. TO TOP AND STATION.
 BP0816'
 BP0816'STATION MARK - AN UNSTAMPED USGS ALUMINUM BM TABLET SET IN BEDROCK
 BP0816'ABOUT 10 IN. BELOW SURFACE OF GROUND, SURMOUNTED BY A POINTED ROCK
 BP0816'PROJECTING ABOVE GROUND.
 BP0816'
 BP0816'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1191 ***********************************************************************
 BY1191  DESIGNATION -  BAKER AZ MK
 BY1191  PID         -  BY1191
 BY1191  STATE/COUNTY-  TX/NACOGDOCHES
 BY1191  USGS QUAD   -  WODEN (1983)
 BY1191
 BY1191                         *CURRENT SURVEY CONTROL
 BY1191  ___________________________________________________________________
 BY1191* NAD 83(1986)-  31 35 46.     (N)    094 32 46.     (W)     SCALED    
 BY1191* NAVD 88     -       121.79   (+/-2cm)     399.6    (feet)  VERTCON   
 BY1191  ___________________________________________________________________
 BY1191  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1191
 BY1191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1191
 BY1191.The horizontal coordinates were scaled from a topographic map and have
 BY1191.an estimated accuracy of +/- 6 seconds.
 BY1191
 BY1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1191.The vertical order pertains to the NGVD 29 superseded value.
 BY1191
 BY1191.The geoid height was determined by GEOID03.
 BY1191
 BY1191;                    North         East    Units  Estimated Accuracy
 BY1191;SPC TX C     - 3,228,180.    1,248,950.      MT  (+/- 180 meters Scaled)
 BY1191
 BY1191                          SUPERSEDED SURVEY CONTROL
 BY1191
 BY1191  NGVD 29 (??/??/92)  121.850  (m)          399.77   (f) ADJ UNCH    2 0
 BY1191
 BY1191.Superseded values are not recommended for survey control.
 BY1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1191.See file dsdata.txt to determine how the superseded data were derived.
 BY1191
 BY1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ533967(NAD 83)
 BY1191_MARKER: DZ = AZIMUTH MARK DISK
 BY1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1191_STAMPING: BAKER 1948
 BY1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1191+STABILITY: SURFACE MOTION
 BY1191
 BY1191  HISTORY     - Date     Condition        Report By
 BY1191  HISTORY     - 1948     MONUMENTED       CGS
 BY1191  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1191
 BY1191                          STATION DESCRIPTION
 BY1191
 BY1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1191'2.05 MI N FROM OAK RIDGE.
 BY1191'1.2 MILES NORTH ALONG A DIRT ROAD FROM THE ROAD JUNCTION AT OAK RIDGE,
 BY1191'THENCE 0.2 MILE WEST ALONG A DIRT ROAD, THENCE 0.65 MILE NORTH ALONG A
 BY1191'DIRT ROAD, 0.25 MILE NORTH OF POINT WHERE ROAD MAKES A TURN TO
 BY1191'SOUTHEAST, 30.0 FEET NORTH OF POINT WHERE ROAD CROSSES TOP OF A RIDGE,
 BY1191'24.0 FEET WEST OF AND 3.0 FEET HIGHER THAN THE CENTER LINE OF THE
 BY1191'ROAD, 1.5 FEET NORTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE
 BY1191'LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 BY1191'THE GROUND.
 BY1191
 BY1191                          STATION RECOVERY (1998)
 BY1191
 BY1191'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9215 ***********************************************************************
 AF9215  DESIGNATION -  BAKER ET
 AF9215  PID         -  AF9215
 AF9215  STATE/COUNTY-  TX/STONEWALL
 AF9215  USGS QUAD   -  KIOWA PEAK SW (1981)
 AF9215
 AF9215                         *CURRENT SURVEY CONTROL
 AF9215  ___________________________________________________________________
 AF9215* NAD 83(1993)-  33 16 39.38134(N)    100 14 51.10803(W)     ADJUSTED  
 AF9215* NAVD 88     -       554.1    (meters)    1818.     (feet)  VERTCON   
 AF9215  ___________________________________________________________________
 AF9215  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 AF9215  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AF9215
 AF9215  HORZ ORDER  -  THIRD
 AF9215
 AF9215.The horizontal coordinates were established by classical geodetic methods
 AF9215.and adjusted by the National Geodetic Survey in July 1998..
 AF9215
 AF9215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9215
 AF9215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9215
 AF9215.The geoid height was determined by GEOID03.
 AF9215
 AF9215;                    North         East     Units Scale Factor Converg.
 AF9215;SPC TXNC     - 2,179,991.320   437,228.036   MT  0.99988037   -0 57 11.1
 AF9215;SPC TXNC     - 7,152,188.19  1,434,472.31   sFT  0.99988037   -0 57 11.1
 AF9215;UTM  14      - 3,682,757.098   383,823.587   MT  0.99976641   -0 41 04.5
 AF9215
 AF9215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9215!SPC TXNC     -   0.99991738  x   0.99988037  =   0.99979776
 AF9215!UTM  14      -   0.99991738  x   0.99976641  =   0.99968381
 AF9215
 AF9215                          SUPERSEDED SURVEY CONTROL
 AF9215
 AF9215  NGVD 29 (07/17/98)  553.9    (m)         1817.     (f) VERT ANG       
 AF9215
 AF9215.Superseded values are not recommended for survey control.
 AF9215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9215.See file dsdata.txt to determine how the superseded data were derived.
 AF9215
 AF9215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB8382482757(NAD 83)
 AF9215_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF9215
 AF9215  HISTORY     - Date     Condition        Report By
 AF9215  HISTORY     - 1958     MONUMENTED       USGS
 AF9215
 AF9215                          STATION DESCRIPTION
 AF9215
 AF9215'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9215'STATION IS 10.0 MI. N. OF ASPERMONT, 6.0 MI. NE. OF SWENSON, 70 FT. E.
 AF9215'OF THE CENTERLINE OF U.S. HIGHWAY 83 ON A HIGH BANK ABOVE THE HIGHWAY
 AF9215'WITHIN THE RIGHT-OF-WAY.
 AF9215'THE STATION WAS REACHED FROM ASPERMONT BY GOING N. ON U.S. HIGHWAY 83
 AF9215'9.8 MI. TO THE TOP OF A GRADE S. OF A SMALL HOUSE.  THE STATION IS 70
 AF9215'FT. E. OF THE CENTERLINE OF THE HIGHWAY, 200 FT. SE. OF A PRIVATE
 AF9215'DRIVE W., 140.38 FT. E. OF NGS BM R 472 RESET 1941 WHICH IS 70 FT. W.
 AF9215'OF THE CENTERLINE OF THE HIGHWAY, 2.7 FT. SW. OF A TELEPHONE POLE AND
 AF9215'1.3 FT. W. OF THE FENCE LINE.
 AF9215'STATION MARK--A COPPERWELD ROD DRIVEN FLUSH WITH THE GROUND AND
 AF9215'STAMPED---BAKER-ET 1958---.  IT IS COVERED BY A SMALL PILE OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2622 ***********************************************************************
 BY2622  DESIGNATION -  BAKER RESET
 BY2622  PID         -  BY2622
 BY2622  STATE/COUNTY-  TX/SHELBY
 BY2622  USGS QUAD   -  ARCADIA (1984)
 BY2622
 BY2622                         *CURRENT SURVEY CONTROL
 BY2622  ___________________________________________________________________
 BY2622* NAD 83(1993)-  31 50 06.85254(N)    094 20 45.37637(W)     ADJUSTED  
 BY2622* NAVD 88     -       192.7    (meters)     632.     (feet)  VERTCON   
 BY2622  ___________________________________________________________________
 BY2622  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 BY2622  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY2622
 BY2622  HORZ ORDER  -  FIRST
 BY2622
 BY2622.The horizontal coordinates were established by classical geodetic methods
 BY2622.and adjusted by the National Geodetic Survey in February 1996..
 BY2622
 BY2622.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2622
 BY2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2622
 BY2622.The geoid height was determined by GEOID03.
 BY2622
 BY2622;                    North         East     Units Scale Factor Converg.
 BY2622;SPC TX C     - 3,255,656.284 1,266,496.461   MT  0.99998743   +3 05 01.9
 BY2622;SPC TX C     -10,681,265.66  4,155,163.81   sFT  0.99998743   +3 05 01.9
 BY2622;SPC TXNC     - 2,026,468.209   993,165.925   MT  1.00009589   +2 15 56.2
 BY2622;SPC TXNC     - 6,648,504.45  3,258,411.87   sFT  1.00009589   +2 15 56.2
 BY2622;UTM  15      - 3,522,962.344   372,636.923   MT  0.99980006   -0 42 36.2
 BY2622
 BY2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2622!SPC TX C     -   0.99997391  x   0.99998743  =   0.99996134
 BY2622!SPC TXNC     -   0.99997391  x   1.00009589  =   1.00006979
 BY2622!UTM  15      -   0.99997391  x   0.99980006  =   0.99977397
 BY2622
 BY2622|---------------------------------------------------------------------|
 BY2622| PID    Reference Object                     Distance      Geod. Az  |
 BY2622|                                                           dddmmss.s |
 BY2622| CV8035 BAKER RM 3                           24.628 METERS 03715     |
 BY2622| CV8033 BAKER AZ MK                                        0690946.9 |
 BY2622| BY2607 CENTER TANK                         APPROX.16.2 KM 1060056.6 |
 BY2622| BY2623 TIMPSON LOOKOUT TOWER 1958           14.048 METERS 16137     |
 BY2622| CV8034 BAKER RM                             25.720 METERS 18727     |
 BY2622| BY2628 TIMPSON CHURCH                      APPROX. 9.1 KM 3262333.5 |
 BY2622| BY2626 TIMPSON MUNICIPAL TANK              APPROX. 9.2 KM 3270145.9 |
 BY2622|---------------------------------------------------------------------|
 BY2622
 BY2622                          SUPERSEDED SURVEY CONTROL
 BY2622
 BY2622  NAD 83(1986)-  31 50 06.86213(N)    094 20 45.36726(W) AD(       ) 1
 BY2622  NAD 27      -  31 50 06.23800(N)    094 20 44.63900(W) AD(       ) 1
 BY2622  NGVD 29 (07/19/86)  192.7    (m)          632.     (f) VERT ANG       
 BY2622
 BY2622.Superseded values are not recommended for survey control.
 BY2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2622.See file dsdata.txt to determine how the superseded data were derived.
 BY2622
 BY2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR7263722962(NAD 83)
 BY2622_MARKER: DS = TRIANGULATION STATION DISK
 BY2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2622_STAMPING: BAKER 1919 1958
 BY2622_PROJECTION: FLUSH
 BY2622
 BY2622  HISTORY     - Date     Condition        Report By
 BY2622  HISTORY     - 1958     MONUMENTED       CGS
 BY2622  HISTORY     - 1966     GOOD             BGAS
 BY2622
 BY2622                          STATION DESCRIPTION
 BY2622
 BY2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2622'THE STATION SUB-SURFACE MARK WAS RECOVERED AND FOUND IN GOOD
 BY2622'CONDITION.  THE STATION SURFACE MARK, REFERENCE MARK NO. 1
 BY2622'AND REFERENCE MARK NO. 2 HAVE BEEN DESTROYED.  A NEW STATION
 BY2622'SURFACE MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND
 BY2622'A AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  A NEW DESCRIPTION
 BY2622'FOLLOWS.
 BY2622'
 BY2622'THE STATION IS LOCATED ABOUT 10 MILES WEST-NORTHWEST OF CENTER,
 BY2622'ABOUT 6 MILES SOUTHEAST OF TIMPSON AND 46.09 FEET NORTH-NORTHWEST
 BY2622'OF THE CENTER OF THE TIMPSON T.S.F.S.L.O.T..  THE MARK IS SET
 BY2622'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED BAKER
 BY2622'1919-1958.
 BY2622'
 BY2622'REFERENCE MARK NO. 3 IS 30 FEET WEST OF THE CENTER OF A TRACK
 BY2622'ROAD AND 1 FOOT EAST OF A POWERLINE POLE.  THE MARK PROJECTS
 BY2622'6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED BAKER
 BY2622'NO 3 1919-1958.
 BY2622'
 BY2622'REFERENCE MARK NO. 4 IS SET UNDER THE CENTER OF THE TIMPSON
 BY2622'T.S.F.S. L.O.T..  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE
 BY2622'OF THE GROUND AND IS STAMPED BAKER NO 4 1919-1958.
 BY2622'
 BY2622'AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 BY2622'BENCH MARK DISK, 71 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY
 BY2622'NO. 87, 26 FEET NORTH OF THE CENTER OF A DRIVEWAY AND 18
 BY2622'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 BY2622'STAMPED L 487 1949.
 BY2622'
 BY2622'TIMPSON T.S.F.S. L.O.T. IS A 4-LEGGED STEEL STRUCTURE WITH
 BY2622'A GLASS ENCLOSE CAB, ABOUT A 100 FEET IN OVER-ALL HEIGHT AND
 BY2622'IS COLORED GRAY.  REFERENCE MARK NO. 4 WAS ESTABLISHED UNDER
 BY2622'THE CENTER WAS THE POINT INTERSECTED.
 BY2622'
 BY2622'TO REACH THE STATION FROM RAIL ROAD STATION IN TIMPSON, GO
 BY2622'EAST ON U.S. HIGHWAY NO. 59 FOR 0.3 MILE TO THE JUNCTION OF
 BY2622'STATE ROAD NO. 87, TURN RIGHT AND GO SOUTHERLY ON STATE HIGHWAY
 BY2622'NO. 87 FOR 2.2 MILES TO THE JUNCTION OF FARM ROAD NO. 415, TURN
 BY2622'LEFT AND CONTINUE SOUTHERLY ON STATE HIGHWAY NO. 87 FOR 3.6
 BY2622'MILES TO A DRIVE WAY ON THE RIGHT AND THE AZIMUTH MARK ON THE
 BY2622'RIGHT AS DESCRIBED, TURN RIGHT ON THE TRACK ROAD AND GO
 BY2622'WESTERLY FOR 0.9 MILE TO THE LOOKOUT TOWER AND THE STATION
 BY2622'AS DESCRIBED.
 BY2622'
 BY2622'OBSERVATION WERE MADE FROM A 77-FOOT TOWER.
 BY2622'
 BY2622'A 4-WHEEL DRIVE IS REQUIRED IN WET WEATHER.
 BY2622
 BY2622                          STATION RECOVERY (1966)
 BY2622
 BY2622'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1966 (BG)
 BY2622'TIMPSON LOOKOUT TOWER ALSO RECOVERED AS DESCRIBED AND
 BY2622'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1189 ***********************************************************************
 BY1189  DESIGNATION -  BAKER RM 1
 BY1189  PID         -  BY1189
 BY1189  STATE/COUNTY-  TX/NACOGDOCHES
 BY1189  USGS QUAD   -  WODEN (1983)
 BY1189
 BY1189                         *CURRENT SURVEY CONTROL
 BY1189  ___________________________________________________________________
 BY1189* NAD 83(1986)-  31 36 03.     (N)    094 32 42.     (W)     SCALED    
 BY1189* NAVD 88     -       127.54   (+/-2cm)     418.4    (feet)  VERTCON   
 BY1189  ___________________________________________________________________
 BY1189  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY1189
 BY1189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1189
 BY1189.The horizontal coordinates were scaled from a topographic map and have
 BY1189.an estimated accuracy of +/- 6 seconds.
 BY1189
 BY1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1189.The vertical order pertains to the NGVD 29 superseded value.
 BY1189
 BY1189.The geoid height was determined by GEOID03.
 BY1189
 BY1189;                    North         East    Units  Estimated Accuracy
 BY1189;SPC TX C     - 3,228,700.    1,249,030.      MT  (+/- 180 meters Scaled)
 BY1189
 BY1189                          SUPERSEDED SURVEY CONTROL
 BY1189
 BY1189  NGVD 29 (??/??/92)  127.602  (m)          418.64   (f) ADJ UNCH    2 0
 BY1189
 BY1189.Superseded values are not recommended for survey control.
 BY1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1189.See file dsdata.txt to determine how the superseded data were derived.
 BY1189
 BY1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ534972(NAD 83)
 BY1189_MARKER: DR = REFERENCE MARK DISK
 BY1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1189_STAMPING: BAKER NO 1 1948
 BY1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1189+STABILITY: SURFACE MOTION
 BY1189
 BY1189  HISTORY     - Date     Condition        Report By
 BY1189  HISTORY     - 1948     MONUMENTED       CGS
 BY1189  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1189  HISTORY     - 20040716 MARK NOT FOUND   INDIV
 BY1189
 BY1189                          STATION DESCRIPTION
 BY1189
 BY1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1189'4.5 MI S FROM SWIFT.
 BY1189'3.9 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY1189'SWIFT, THENCE 0.6 MILE SOUTH ALONG A DIRT ROAD, ON TOP OF THE HIGHEST
 BY1189'HILL IN THE VICINITY, 112.5 FEET SOUTHEAST OF TRIANGULATION STATION
 BY1189'BAKER 1948, 42.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF AN
 BY1189'ABANDONED DWELLING, 22.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 BY1189'ABANDONED DWELLING, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 BY1189'FLUSH WITH THE SURFACE OF THE GROUND.
 BY1189
 BY1189                          STATION RECOVERY (1998)
 BY1189
 BY1189'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1189'MARK NOT FOUND.
 BY1189
 BY1189                          STATION RECOVERY (2004)
 BY1189
 BY1189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GFM)
 BY1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1190 ***********************************************************************
 BY1190  DESIGNATION -  BAKER RM 2
 BY1190  PID         -  BY1190
 BY1190  STATE/COUNTY-  TX/NACOGDOCHES
 BY1190  USGS QUAD   -  WODEN (1983)
 BY1190
 BY1190                         *CURRENT SURVEY CONTROL
 BY1190  ___________________________________________________________________
 BY1190* NAD 83(1986)-  31 36 03.     (N)    094 32 42.     (W)     SCALED    
 BY1190* NAVD 88     -       124.78   (+/-2cm)     409.4    (feet)  VERTCON   
 BY1190  ___________________________________________________________________
 BY1190  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY1190
 BY1190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1190
 BY1190.The horizontal coordinates were scaled from a topographic map and have
 BY1190.an estimated accuracy of +/- 6 seconds.
 BY1190
 BY1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1190.The vertical order pertains to the NGVD 29 superseded value.
 BY1190
 BY1190.The geoid height was determined by GEOID03.
 BY1190
 BY1190;                    North         East    Units  Estimated Accuracy
 BY1190;SPC TX C     - 3,228,700.    1,249,030.      MT  (+/- 180 meters Scaled)
 BY1190
 BY1190                          SUPERSEDED SURVEY CONTROL
 BY1190
 BY1190  NGVD 29 (??/??/92)  124.839  (m)          409.58   (f) ADJ UNCH    2 0
 BY1190
 BY1190.Superseded values are not recommended for survey control.
 BY1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1190.See file dsdata.txt to determine how the superseded data were derived.
 BY1190
 BY1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ534972(NAD 83)
 BY1190_MARKER: DR = REFERENCE MARK DISK
 BY1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1190_STAMPING: BAKER NO 2 1948
 BY1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1190+STABILITY: SURFACE MOTION
 BY1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1190+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2004
 BY1190
 BY1190  HISTORY     - Date     Condition        Report By
 BY1190  HISTORY     - 1948     MONUMENTED       CGS
 BY1190  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1190  HISTORY     - 20040716 GOOD             INDIV
 BY1190
 BY1190                          STATION DESCRIPTION
 BY1190
 BY1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1190'4.5 MI S FROM SWIFT.
 BY1190'3.9 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CHURCH AND CEMETERY AT
 BY1190'SWIFT, THENCE 0.6 MILE SOUTH ALONG A DIRT ROAD, ON TOP OF THE HIGHEST
 BY1190'HILL IN THE VICINITY, 202.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BY1190'162.5 FEET NORTHWEST OF A LONE 20-INCH CEDAR TREE WHICH IS IN FRONT OF
 BY1190'AN ABANDONED DWELLING, 108.5 FEET WEST OF TRIANGULATION STATION BAKER
 BY1190'1948, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 BY1190'SURFACE OF THE GROUND.
 BY1190
 BY1190                          STATION RECOVERY (1998)
 BY1190
 BY1190'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1190'MARK NOT FOUND.
 BY1190
 BY1190                          STATION RECOVERY (2004)
 BY1190
 BY1190'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GFM)
 BY1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1120 ***********************************************************************
 BM1120  DESIGNATION -  BAL
 BM1120  PID         -  BM1120
 BM1120  STATE/COUNTY-  TX/TRAVIS
 BM1120  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1120
 BM1120                         *CURRENT SURVEY CONTROL
 BM1120  ___________________________________________________________________
 BM1120* NAD 83(1993)-  30 23 00.67454(N)    097 43 30.57561(W)     ADJUSTED  
 BM1120* NAVD 88     -       242.7    (meters)     796.     (feet)  VERTCON   
 BM1120  ___________________________________________________________________
 BM1120  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 BM1120  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM1120
 BM1120  HORZ ORDER  -  SECOND
 BM1120
 BM1120.The horizontal coordinates were established by classical geodetic methods
 BM1120.and adjusted by the National Geodetic Survey in February 1996..
 BM1120
 BM1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1120
 BM1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1120
 BM1120.The geoid height was determined by GEOID03.
 BM1120
 BM1120;                    North         East     Units Scale Factor Converg.
 BM1120;SPC TX C     - 3,082,406.301   950,641.536   MT  0.99993947   +1 20 36.1
 BM1120;SPC TX C     -10,112,861.34  3,118,896.44   sFT  0.99993947   +1 20 36.1
 BM1120;UTM  14      - 3,361,973.078   622,484.815   MT  0.99978508   +0 38 41.6
 BM1120
 BM1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1120!SPC TX C     -   0.99996594  x   0.99993947  =   0.99990541
 BM1120!UTM  14      -   0.99996594  x   0.99978508  =   0.99975102
 BM1120
 BM1120                          SUPERSEDED SURVEY CONTROL
 BM1120
 BM1120  NAD 83(1986)-  30 23 00.69319(N)    097 43 30.55912(W) AD(       ) 2
 BM1120  NGVD 29 (01/26/93)  242.6    (m)          796.     (f) H LEVEL        
 BM1120
 BM1120.Superseded values are not recommended for survey control.
 BM1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1120.See file dsdata.txt to determine how the superseded data were derived.
 BM1120
 BM1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2248561973(NAD 83)
 BM1120_MARKER: DD = SURVEY DISK
 BM1120_SETTING: 0 = UNSPECIFIED SETTING
 BM1120_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM1120
 BM1120  HISTORY     - Date     Condition        Report By
 BM1120  HISTORY     - 1971     MONUMENTED       USN
 BM1120  HISTORY     - 1983     GOOD             NGS
 BM1120
 BM1120                          STATION DESCRIPTION
 BM1120
 BM1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1120'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1120'CENTER, ON THE ROOF OF THE APPLIED RESEARCH LABORATORIES BUILDING
 BM1120'ROOF.
 BM1120'OWNERSHIP--LOYD HAMPTON-DIRECTOR, APPLIED RESEARCH
 BM1120'LABORATORIES, THE UNIVERSITY OF TEXAS AT AUSTIN, P. O. BOX 8029,
 BM1120'10000 BURNET ROAD, AUSTIN, TX 78712.  TELEPHONE 512-835-3251.
 BM1120'
 BM1120'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 BM1120'AND STATE HIGHWAY 183 IN NORTH AUSTIN, GO NORTHWEST ON HIGHWAY
 BM1120'183 FOR 4.65 KM (2.9 MI) TO A CROSS STREET.  TURN RIGHT, NORTH,
 BM1120'ON BURNET ROAD FOR 1.05 KM (0.7 MI) TO A PAVED ROAD RIGHT AND THE
 BM1120'ENTRANCE TO THE LAB ON THE LEFT.  TURN LEFT INTO THE PARKING
 BM1120'AREA AND END OF TRUCK TRAVEL.  STATION IS ON THE ROOF.
 BM1120'
 BM1120'THE STATION IS A STANDARD  USN DISK
 BM1120'STAMPED---BAL 1971---,
 BM1120'DISK IS SET INTO THE TOP OF A 20 CM SQUARE BUILDING PIER THAT
 BM1120'PROJECTS 20 CM ABOVE THE ROOF
 BM1120'IT IS LOCATED
 BM1120'10.9 METER (35.8 FT) NORTH FROM SOUTH EDGE OF ROOF, 21.6 METERS
 BM1120'(70.8 FT) SOUTH FROM THE NORTH EDGE OF ROOF AT INNER COURTYARD,
 BM1120'10.9 METERS (35.8 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 BM1120'ROOF HATCH.
 BM1120'
 BM1120'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1 METERS.
 BM1120'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1965 ***********************************************************************
 AY1965  DESIGNATION -  BALCONES
 AY1965  PID         -  AY1965
 AY1965  STATE/COUNTY-  TX/BEXAR
 AY1965  USGS QUAD   -  VAN RAUB (1991)
 AY1965
 AY1965                         *CURRENT SURVEY CONTROL
 AY1965  ___________________________________________________________________
 AY1965* NAD 83(1993)-  29 43 10.94665(N)    098 39 56.64005(W)     ADJUSTED  
 AY1965* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 AY1965  ___________________________________________________________________
 AY1965  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 AY1965  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AY1965
 AY1965  HORZ ORDER  -  THIRD
 AY1965
 AY1965.The horizontal coordinates were established by classical geodetic methods
 AY1965.and adjusted by the National Geodetic Survey in February 1996..
 AY1965
 AY1965.The orthometric height was scaled from a topographic map.
 AY1965
 AY1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1965
 AY1965.The geoid height was determined by GEOID03.
 AY1965
 AY1965;                    North         East     Units Scale Factor Converg.
 AY1965;SPC TXSC     - 4,209,107.699   632,338.655   MT  0.99988572   +0 09 49.5
 AY1965;SPC TXSC     -13,809,380.84  2,074,597.74   sFT  0.99988572   +0 09 49.5
 AY1965;UTM  14      - 3,287,774.076   532,329.552   MT  0.99961290   +0 09 56.6
 AY1965
 AY1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1965!SPC TXSC     -   0.99993565  x   0.99988572  =   0.99982138
 AY1965!UTM  14      -   0.99993565  x   0.99961290  =   0.99954857
 AY1965
 AY1965|---------------------------------------------------------------------|
 AY1965| PID    Reference Object                     Distance      Geod. Az  |
 AY1965|                                                           dddmmss.s |
 AY1965| CV3700 BALCONES RM 2                        19.328 METERS 10306     |
 AY1965| AY1952 BOERNE MUNICIPAL TANK               APPROX. 9.5 KM 3183929.8 |
 AY1965| AY1950 BOERNE MUNICIPAL STANDPIPE          APPROX.12.6 KM 3264752.1 |
 AY1965| AY1953 BOERNE POLICE RAD KKI 413 MAST      APPROX. 8.7 KM 3313402.1 |
 AY1965| CV3699 BALCONES RM 1                        18.391 METERS 34214     |
 AY1965|---------------------------------------------------------------------|
 AY1965
 AY1965                          SUPERSEDED SURVEY CONTROL
 AY1965
 AY1965  NAD 83(1986)-  29 43 10.95252(N)    098 39 56.62307(W) AD(       ) 3
 AY1965  NAD 27      -  29 43 10.15060(N)    098 39 55.54100(W) AD(       ) 3
 AY1965
 AY1965.Superseded values are not recommended for survey control.
 AY1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1965.See file dsdata.txt to determine how the superseded data were derived.
 AY1965
 AY1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT3233087774(NAD 83)
 AY1965_MARKER: DS = TRIANGULATION STATION DISK
 AY1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1965_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY1965
 AY1965  HISTORY     - Date     Condition        Report By
 AY1965  HISTORY     - 1956     MONUMENTED       CGS
 AY1965  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY1965  HISTORY     - 1969     MARK NOT FOUND   CGS
 AY1965  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1965
 AY1965                          STATION DESCRIPTION
 AY1965
 AY1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1965'THE STATION ABOUT 6 MILES SOUTHEAST OF BOERNE AND ABOUT 100
 AY1965'YARDS EAST OF U.S. HIGHWAY 87, ON THE RIGHT-OF-WAY OF A GRAVELED
 AY1965'ROAD.  IT IS 32 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 AY1965'7 FEET EAST OF A FENCE AND 6 FEET NORTH OF A 4 IN X 4 IN
 AY1965'WHITE WITNESS POST.
 AY1965'
 AY1965'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE NORTHWEST
 AY1965'EDGE OF BOERNE, GO SOUTH AND SOUTHEASTERLY ON HIGHWAY 87 FOR
 AY1965'4.9 MILES TO THE ROYAL OAK STORE ON THE LEFT, CONTINUE SOUTHEAST
 AY1965'ON THE HIGHWAY FOR 1.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AY1965'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.4 MILE TO A GRAVELED ROAD
 AY1965'ON THE LEFT, TURN LEFT AND GO NORTHEAST FOR ABOUT 100 YARDS TO
 AY1965'THE STATION ON THE LEFT.
 AY1965'
 AY1965'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1965'STAMPED BALCONES 1956.
 AY1965'
 AY1965'REFERENCE MARK 1 IS 35 FEET WEST OF THE CENTER OF THE ROAD
 AY1965'AND 2 FEET EAST OF THE FENCE.  THE MARK IS FLUSH WITH THE
 AY1965'GROUND, AND THE DISK IS STAMPED BALCONES NO 1 1956.
 AY1965'
 AY1965'REFERENCE MARK 2 IS 27 FEET EAST OF THE CENTER OF THE ROAD AND
 AY1965'3 FEET WEST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND,
 AY1965'AND THE DISK IS STAMPED BALCONES NO 2 1956.
 AY1965'
 AY1965'THE AZIMUTH MARK IS 57 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 AY1965'87, 19 FEET NORTHWEST OF THE CENTER OF AN ENTRANCE DRIVE, 3
 AY1965'FEET EAST OF A 4 IN X 4 IN WHITE WITNESS POST AND 2 FEET NORTH
 AY1965'OF A FENCE.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 AY1965'STAMPED BALCONES 1956.
 AY1965'
 AY1965'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AY1965
 AY1965                          STATION RECOVERY (1967)
 AY1965
 AY1965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY1965'STATION DESTROYED.
 AY1965'
 AY1965'THE AREA WAS THOROUGHLY SEARCHED BUT THE MARK WAS NOT FOUND.
 AY1965'IT WAS PROBABLY DESTROYED WHEN THE HIGHWAY WAS RECONSTRUCTED.
 AY1965'
 AY1965'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AY1965'SOUTHEAST OF BOERNE
 AY1965
 AY1965                          STATION RECOVERY (1969)
 AY1965
 AY1965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AY1965'NOTHING WAS FOUND AT THIS STATION.  ALL MARKS ARE THOUGHT TO
 AY1965'HAVE BEEN DESTROYED BY THE CONSTRUCTION OF INTERSTATE HIGHWAY
 AY1965'10 AND THE FRONTAGE ROADS.
 AY1965'
 AY1965'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AY1965'SOUTHEAST OF BOERNE
 AY1965
 AY1965                          STATION RECOVERY (1990)
 AY1965
 AY1965'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1121 ***********************************************************************
 BM1121  DESIGNATION -  BALCONES TANK
 BM1121  PID         -  BM1121
 BM1121  STATE/COUNTY-  TX/TRAVIS
 BM1121  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1121
 BM1121                         *CURRENT SURVEY CONTROL
 BM1121  ___________________________________________________________________
 BM1121* NAD 83(1993)-  30 23 16.36390(N)    097 43 33.94745(W)     ADJUSTED  
 BM1121* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 BM1121  ___________________________________________________________________
 BM1121  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 BM1121  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM1121
 BM1121  HORZ ORDER  -  THIRD
 BM1121
 BM1121.The horizontal coordinates were established by classical geodetic methods
 BM1121.and adjusted by the National Geodetic Survey in July 1998..
 BM1121
 BM1121.The orthometric height was scaled from a topographic map.
 BM1121
 BM1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1121
 BM1121.The geoid height was determined by GEOID03.
 BM1121
 BM1121;                    North         East     Units Scale Factor Converg.
 BM1121;SPC TX C     - 3,082,887.170   950,540.222   MT  0.99993866   +1 20 34.4
 BM1121;SPC TX C     -10,114,438.99  3,118,564.05   sFT  0.99993866   +1 20 34.4
 BM1121;UTM  14      - 3,362,455.071   622,389.386   MT  0.99978479   +0 38 40.1
 BM1121
 BM1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1121!SPC TX C     -   0.99996619  x   0.99993866  =   0.99990485
 BM1121!UTM  14      -   0.99996619  x   0.99978479  =   0.99975099
 BM1121
 BM1121                          SUPERSEDED SURVEY CONTROL
 BM1121
 BM1121  NAD 83(1993)-  30 23 16.36390(N)    097 43 33.94745(W) AD(       ) 4
 BM1121  NAD 83(1986)-  30 23 16.38250(N)    097 43 33.93091(W) AD(       ) 4
 BM1121
 BM1121.Superseded values are not recommended for survey control.
 BM1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1121.See file dsdata.txt to determine how the superseded data were derived.
 BM1121
 BM1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2238962455(NAD 83)
 BM1121_MARKER: 57 = LOOKOUT TOWER
 BM1121
 BM1121  HISTORY     - Date     Condition        Report By
 BM1121  HISTORY     - 1954     FIRST OBSERVED   USGS
 BM1121  HISTORY     - 1966     GOOD             USGS
 BM1121  HISTORY     - 19950624 GOOD             USPSQD
 BM1121
 BM1121                          STATION DESCRIPTION
 BM1121
 BM1121'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (RHK)
 BM1121'THE BALCONES RESEARCH CENTER WATER TANK IS LOCATED IN NORTH
 BM1121'AUSTIN, ABOUT 4.8 KM (3.0 MI) NORTHWEST OF THE JUNCTION OF
 BM1121'INTERSTATE HIGHWAY 35 AND US HIGHWAY 183, 1.8 KM (1.1 MI)
 BM1121'NORTHWEST OF THE JUNCTION OF HIGHWAY 183 AND STATE LOOP 1, IN THE
 BM1121'APPROXIMATE CENTER OF THE RESEARCH CENTER COMPLEX, 62 METERS
 BM1121'NORTH OF THE NORTHEAST CORNER OF BUILDING 20, 49 METERS SOUTH OF
 BM1121'JAMES HART TRAIL, AND 43 METERS EAST OF HARRY RANSOM TRAIL.
 BM1121'OWNERSHIP--DALE S. STAHLHUT-SUPERINTENDENT, BALCONES RESEARCH
 BM1121'CENTER, THE UNIVERSITY OF TEXAS AT AUSTIN, 10100 BURNET ROAD,
 BM1121'AUSTIN, TX 78712, TELEPHONE 512-835-3100.
 BM1121'
 BM1121'STATION IS THE BALL TOP CENTER ATOP THE CONICAL-ROOFED TANK.
 BM1121'STRUCTURE HAS FOUR CHANNEL-LACED LEGS, PAINTED SILVER, ABOUT 41 M
 BM1121'(135 FT) HIGH.   TWIN RED LIGHTS ARE MOUNTED ON THE BALL.  THE
 BM1121'LEGEND---THE UNIVERSITY OF TEXAS --- IS PAINTED ON THE BOWL IN
 BM1121'ORANGE.
 BM1121'
 BM1121'DESCRIBED BY GRH.
 BM1121
 BM1121                          STATION RECOVERY (1966)
 BM1121
 BM1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BM1121'AN INTERSECTED STATION LOCATED ABOUT 8 MI. N. OF THE STATE CAPITOL
 BM1121'BUILDING IN AUSTIN, ON THE EASTERN SIDE OF THE BALCONES EXPERIMENT
 BM1121'STATION GROUNDS OPERATED BY THE UNIVERSITY OF TEXAS, IT IS THE TALLEST
 BM1121'OF TWO TOWERS.
 BM1121'STRUCTURE IS A ROUND STEEL TANK SUPPORTED BY A FOUR-LEG STEEL TOWER
 BM1121'STANDING ABOUT 125 FT. ABOVE THE GROUND.
 BM1121'STATION MARK--FINIAL AT TOP OF TANK.
 BM1121
 BM1121                          STATION RECOVERY (1995)
 BM1121
 BM1121'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2081 ***********************************************************************
 AY2081  DESIGNATION -  BALD
 AY2081  PID         -  AY2081
 AY2081  STATE/COUNTY-  TX/UVALDE
 AY2081  USGS QUAD   -  UTOPIA (1969)
 AY2081
 AY2081                         *CURRENT SURVEY CONTROL
 AY2081  ___________________________________________________________________
 AY2081* NAD 83(1993)-  29 30 48.12498(N)    099 35 21.02610(W)     ADJUSTED  
 AY2081* NAVD 88     -       571.3    (meters)    1874.     (feet)  VERTCON   
 AY2081  ___________________________________________________________________
 AY2081  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AY2081  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AY2081
 AY2081  HORZ ORDER  -  FIRST
 AY2081
 AY2081.The horizontal coordinates were established by classical geodetic methods
 AY2081.and adjusted by the National Geodetic Survey in February 1996..
 AY2081
 AY2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2081
 AY2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2081
 AY2081.The geoid height was determined by GEOID03.
 AY2081
 AY2081;                    North         East     Units Scale Factor Converg.
 AY2081;SPC TXSC     - 4,186,336.297   542,885.276   MT  0.99986808   -0 17 19.1
 AY2081;SPC TXSC     -13,734,671.67  1,781,116.11   sFT  0.99986808   -0 17 19.1
 AY2081;UTM  14      - 3,265,009.207   442,899.826   MT  0.99964023   -0 17 24.9
 AY2081
 AY2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2081!SPC TXSC     -   0.99991390  x   0.99986808  =   0.99978199
 AY2081!UTM  14      -   0.99991390  x   0.99964023  =   0.99955416
 AY2081
 AY2081|---------------------------------------------------------------------|
 AY2081| PID    Reference Object                     Distance      Geod. Az  |
 AY2081|                                                           dddmmss.s |
 AY2081| AY2079 BALD 1924 RM                          4.393 METERS 05455     |
 AY2081| CV3701 BALD AZ MK                                         0864022.3 |
 AY2081| AY2080 PETERS USGS 1924                      2.000 METERS 19354     |
 AY2081| CV3702 BALD RM 2                             5.534 METERS 29044     |
 AY2081|---------------------------------------------------------------------|
 AY2081
 AY2081                          SUPERSEDED SURVEY CONTROL
 AY2081
 AY2081  NAD 83(1986)-  29 30 48.12550(N)    099 35 21.00828(W) AD(       ) 1
 AY2081  NAD 27      -  29 30 47.29600(N)    099 35 19.83000(W) AD(       ) 1
 AY2081  NGVD 29 (07/19/86)  571.2    (m)         1874.     (f) VERT ANG       
 AY2081
 AY2081.Superseded values are not recommended for survey control.
 AY2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2081.See file dsdata.txt to determine how the superseded data were derived.
 AY2081
 AY2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT4290065009(NAD 83)
 AY2081_MARKER: DS = TRIANGULATION STATION DISK
 AY2081_SETTING: 66 = SET IN ROCK OUTCROP
 AY2081_PROJECTION: FLUSH
 AY2081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2081+STABILITY: POSITION/ELEVATION WELL
 AY2081
 AY2081  HISTORY     - Date     Condition        Report By
 AY2081  HISTORY     - 1924     MONUMENTED       CGS
 AY2081  HISTORY     - 1944     GOOD             CGS
 AY2081  HISTORY     - 1960     GOOD             USGS
 AY2081
 AY2081                          STATION DESCRIPTION
 AY2081
 AY2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY2081'ABOUT 15 MILES EAST OF NORTH FROM KNIPPA, A SMALL TOWN ON THE
 AY2081'SOUTHERN PACIFIC, 17 MILES WEST OF NORTH FROM SABINAL AND
 AY2081'ABOUT 2-1/2 MILES BY TRAIL NORTHEAST OF PETERS RANCH ON BLANCO
 AY2081'CREEK, ON THE HIGHEST HILL IN THE VICINITY, KNOWN LOCALLY
 AY2081'AS BALD MOUNTAIN.  TOP OF HILL HAS A FEW SMALL CEDAR TREES ON
 AY2081'IT, AND SOLID SMOOTH OUTCROP OF ROCK.  STATION PETERS (U.S.G.S.)
 AY2081'IS 2.00 METERS (6.6 FEET) FROM THE STATION, S 13 DEG 54 MIN W.
 AY2081'STATION MARK IS A STANDARD DISK STATION MARK IN ROCK
 AY2081'OUTCROP.  REFERENCE MARK IS A STANDARD REFERENCE
 AY2081'DISK IN BEDROCK, 4.31 METERS (14.1 FEET) FROM
 AY2081'STATION, N 54 DEG 54 MIN E.  STATION MAY BE REACHED
 AY2081'FROM SABINAL BY THE SABINAL-CONCAN-RIO FRIO-LEAKEY ROAD 12
 AY2081'MILES TO LANE TO RIGHT.  FOLLOW LANE NORTH ONE-FOURTH MILE
 AY2081'TO RANCH HOUSE, THENCE NORTHWARD THROUGH PASTRUES ABOUT 7 MILES
 AY2081'TO PETERS RANCH ON BLANCO CREEK.  FROM RANCH GO EAST ABOUT
 AY2081'ONE-THIRD MILE TO POINT OF RIDGE JUST EAST OF CULTIVATED
 AY2081'FIELD, THEN FOLLOW RIDGE NORTHEAST TO STATION.  TOP OF RIDGE IS
 AY2081'OPEN.  THERE ARE TWO WIRE FENCES ACROSS TOP OF RIDGE.
 AY2081'STATION IS ABOUT 300 METERS (984 FEET) TO NORTHWARD OF SECOND
 AY2081'FENCE.  FROM KNIPPA STATION REACHED BY GOING NORTH ON GRADED
 AY2081'ROAD ABOUT 10 MILES TO SABINAL-LEAKEY ROAD, REFERRED TO
 AY2081'ABOVE, THENCE WESTWARD 0.7 MILE TO ROAD ABOVE DESCRIBED
 AY2081'AS LEADING TO PETERS RANCH.  STATION ALSO REACHED BY TAKING
 AY2081'THE LEAKEY ROAD ABOUT 6 MILES, TURNING RIGHT INTO LANE AND
 AY2081'FOLLOWING LANE ABOUT 4 MILES TO J.E. DAVENPORTS PLACE.
 AY2081'THENCE ON LONE TREE HOLLOW ROAD TO FOOT OF HILL, ONE-HALF MILE
 AY2081'FROM STATION.  ELEVATION OF STATION, 571.2 METERS (1,874 FEET).
 AY2081
 AY2081                          STATION RECOVERY (1944)
 AY2081
 AY2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2081'STATION IS LOCATED ON A HIGH HILL KNOWN LOCALLY AS BALD
 AY2081'MOUNTAIN.  HILL IS COVERED BY CEDAR BUSHES AND IS ABOUT 1-1/2
 AY2081'MILES W OF DAVENPORT RANCH HOUSE.  IT IS ABOUT 17 MILES NNW OF
 AY2081'SABINAL, 15 MILES NNE OF KNIPPA, AND 2-1/2 MILES NE BY TRAIL
 AY2081'FROM PETERS RANCH.
 AY2081'
 AY2081'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH WITH
 AY2081'THE GROUND.  IT IS STAMPED BALD 1924.
 AY2081'
 AY2081'REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 AY2081'WITH THE GROUND.  IT IS STAMPED BALD 1924.
 AY2081'
 AY2081'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 AY2081'FLUSH WITH THE GROUND.  IT IS STAMPED BALD NO 2 1944.
 AY2081'
 AY2081'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH
 AY2081'WITH THE GROUND.  IT IS STAMPED BALD 1944.  IT IS ABOUT 1 MILE
 AY2081'ENE OF THE STATION, ON THE NEAREST HILL KNOWN LOCALLY AS LONG
 AY2081'TREE MOUNTAIN, AND 5 FEET NW OF A ROCK CAIRN.
 AY2081'
 AY2081'U.S.G.S. TRIANGULATION STATION PETERS IS A 1-INCH ROUND MARK
 AY2081'SET IN BEDROCK FLUSH WITH THE GROUND.
 AY2081'
 AY2081'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND
 AY2081'STATE HIGHWAY 127 ON THE LEAKEY-UVALDE ROAD, PROCEED SE ON
 AY2081'HIGHWAY 127 FOR 13.2 MILES TO A GRAVELED ROAD ON THE LEFT.
 AY2081'FOLLOW GRAVELED ROAD FOR 1.4 MILES TO A T-INTERSECTION AND
 AY2081'KEEP STRAIGHT AHEAD FOR 4.1 MILES TO FORKS.  TAKE RIGHT FORK
 AY2081'FOR 2.5 MILES TO ANOTHER FORKS, PASSING THROUGH A BUMPER GATE
 AY2081'AND A SMALL CORRAL.  TAKE LEFT FORK 0.4 MILE TO DAVENPORT
 AY2081'RANCH HOUSE.  PASS THROUGH 2 GATES LEFT OF THE HOUSE, TURN
 AY2081'SHARP RIGHT AND PASS THROUGH 2 MORE GATES BETWEEN HOUSE AND
 AY2081'BARN, KEEPING TO LEFT OF CULTIVATED FIELD.  PROCEED 0.05
 AY2081'MILE FROM GATE AT BARN TO RED BOARD GATE.  PASS THROUGH
 AY2081'GATE AND CONTINUE ON DIM TRACK ROAD UP CANYON 0.1 MILE TO
 AY2081'GATE, THENCE 0.35 MILE TO GATE AND CULTIVATED FIELD.  PASS
 AY2081'THROUGH GATE AND FOLLOW TRACKS ALONG RIGHT EDGE OF FIELD
 AY2081'0.4 MILE TO WINDMILL, CROSSING DRY WASH THREE TIMES.  AZIMUTH
 AY2081'MARK IS ON TOP OF HILL TO RIGHT OF WINDMILL, 1/4 MILE.
 AY2081'FROM WINDMILL CONTINUE UP CANYON ON VERY DIM TRACK ROAD 0.4
 AY2081'MILE TO END OF TRUCK TRAVEL AT THE BASE OF SECOND HILL AFTER
 AY2081'PASSING WINDMILL.  PACK W UP RIDGE 1/2 MILE TO HIGHEST
 AY2081'POINT AND STATION.
 AY2081'
 AY2081'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 AY2081
 AY2081                          STATION RECOVERY (1960)
 AY2081
 AY2081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AY2081'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29099-4, STATION 1002.
 AY2081'RECOVERED BY USGS IN 1960 AND REDESCRIBED AS FOLLOWS
 AY2081'TO REACH FROM POST OFFICE AT CONCAN, GO SE. ALONG STATE HIGHWAY 127
 AY2081'FOR 7.4 MI. TO GRAVELED RD. N. UP HACKBERRY CREEK, THENCE N. ALONG
 AY2081'GRAVELED RD. FOR 7.2 MI. TO DIM TRAIL SE. AT POINT JUST S. OF CROSSING
 AY2081'OF BLANCO CREEK, THENCE GENERALLY SE. AND NE. ALONG TRAIL FOR 1.7 MI.
 AY2081'TO SADDLE.  FROM SADDLE, JEEP CAN BE DRIVEN UP VERY ROCKY TRAIL TO SE.
 AY2081'ABOUT 0.2 MI. TO TOP OF RIDGE AND THEN NE. ALONG RIDGE FOR ABOUT 0.4
 AY2081'MI. TO STATION SITE.
 AY2081'STATION MARK--STANDARD USC AND GS DISK SET IN BEDROCK FLUSH WITH THE
 AY2081'GROUND AND STAMPED---BALD 1924---.
 AY2081'STATION PETERS (USGS)(NGS 1924) MARKED BY A COPPER BOLT IS LOCATED 6.6
 AY2081'FT. IN TRUE DIRECTION 13 DEGREES 54 MINUTES FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1410 ***********************************************************************
 DN1410  DESIGNATION -  BALD
 DN1410  PID         -  DN1410
 DN1410  STATE/COUNTY-  TX/MONTAGUE
 DN1410  USGS QUAD   -  BELCHERVILLE (1967)
 DN1410
 DN1410                         *CURRENT SURVEY CONTROL
 DN1410  ___________________________________________________________________
 DN1410* NAD 83(1993)-  33 47 26.66160(N)    097 50 41.52693(W)     ADJUSTED  
 DN1410* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 DN1410  ___________________________________________________________________
 DN1410  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 DN1410  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DN1410
 DN1410  HORZ ORDER  -  THIRD
 DN1410
 DN1410.The horizontal coordinates were established by classical geodetic methods
 DN1410.and adjusted by the National Geodetic Survey in February 1996..
 DN1410
 DN1410.The orthometric height was scaled from a topographic map.
 DN1410
 DN1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1410
 DN1410.The geoid height was determined by GEOID03.
 DN1410
 DN1410;                    North         East     Units Scale Factor Converg.
 DN1410;SPC TXNC     - 2,235,735.270   660,669.101   MT  0.99995567   +0 21 26.3
 DN1410;SPC TXNC     - 7,335,074.80  2,167,545.21   sFT  0.99995567   +0 21 26.3
 DN1410;UTM  14      - 3,739,553.542   606,937.533   MT  0.99974098   +0 38 33.0
 DN1410
 DN1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1410!SPC TXNC     -   0.99995848  x   0.99995567  =   0.99991415
 DN1410!UTM  14      -   0.99995848  x   0.99974098  =   0.99969947
 DN1410
 DN1410:                Primary Azimuth Mark                     Grid Az
 DN1410:SPC TXNC     -  BALD AZ MK                               062 16 32.6
 DN1410:UTM  14      -  BALD AZ MK                               061 59 25.9
 DN1410
 DN1410|---------------------------------------------------------------------|
 DN1410| PID    Reference Object                     Distance      Geod. Az  |
 DN1410|                                                           dddmmss.s |
 DN1410| CX9654 BALD AZ MK                                         0623758.9 |
 DN1410| DN1377 NOCONA MUNICIPAL TANK               APPROX.11.0 KM 0912433.9 |
 DN1410| CX9656 BALD RM 2                            10.156 METERS 10133     |
 DN1410| CX9655 BALD RM 1                            11.080 METERS 34238     |
 DN1410|---------------------------------------------------------------------|
 DN1410
 DN1410                          SUPERSEDED SURVEY CONTROL
 DN1410
 DN1410  NAD 83(1993)-  33 47 26.66225(N)    097 50 41.52685(W) AD(       ) 3
 DN1410  NAD 83(1986)-  33 47 26.66522(N)    097 50 41.51481(W) AD(       ) 3
 DN1410  NAD 27      -  33 47 26.29910(N)    097 50 40.40410(W) AD(       ) 3
 DN1410
 DN1410.Superseded values are not recommended for survey control.
 DN1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1410.See file dsdata.txt to determine how the superseded data were derived.
 DN1410
 DN1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0693839554(NAD 83)
 DN1410_MARKER: DS = TRIANGULATION STATION DISK
 DN1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1410
 DN1410  HISTORY     - Date     Condition        Report By
 DN1410  HISTORY     - 1956     MONUMENTED       CGS
 DN1410  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN1410
 DN1410                          STATION DESCRIPTION
 DN1410
 DN1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1410'THE STATION IS LOCATED ABOUT 6.0 MILES WEST OF NOCONA, 5.0 MILES
 DN1410'EAST-SOUTHEAST OF RINGGOLD AND 1.0 MILE SOUTHWEST OF THE VILLAGE
 DN1410'OF BELCHERVILLE.  IT IS IN AN OPEN PASTURE ON THE TOP OF A ROUND
 DN1410'GRASS COVERED HILL, 255 FEET EAST OF A NORTH-SOUTH FENCE LINE,
 DN1410'ABOUT 50 FEET NORTH OF THE HIGHEST POINT OF HILL AND 6 FEET
 DN1410'WEST OF A WITNESS POST.  IT IS STAMPED BALD 1956 AND IS
 DN1410'FLUSH WITH THE GROUND SURFACE.
 DN1410'
 DN1410'REFERENCE MARK NO. 1 IS ON ABOUT THE SAME ELEVATION AS THE
 DN1410'STATION AND IS STAMPED BALD NO 1 1956.
 DN1410'
 DN1410'REFERENCE MARK NO. 2 IS ON ABOUT THE SAME ELEVATION AS THE
 DN1410'STATION AND IS STAMPED BALD NO 2 1956.
 DN1410'
 DN1410'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 60.0 FEET.
 DN1410'
 DN1410'THE AZIMUTH MARK IN ON THE ROAD RIGHT-OF-WAY IN THE NORTHEAST
 DN1410'ANGLE OF A CROSSROAD, 90 FEET EAST OF THE CENTER OF A GRAVELED
 DN1410'ROAD, 48 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 82, 1 FOOT
 DN1410'SOUTHWEST OF A FENCE CORNER AND 1 FOOT WEST OF A WITNESS POST.
 DN1410'IT IS STAMPED BALD 1956 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1410'
 DN1410'TO REACH THE STATION FROM THE TRAFFIC LIGHT JUST SOUTH OF THE
 DN1410'RAILROAD STATION IN NOCONA, GO WEST ON U.S. HIGHWAY 82 FOR 6.1
 DN1410'MILES TO JUNCTION WITH FARM ROAD 1816, CONTINUE WEST FOR 0.15
 DN1410'MILE TO A CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT AS
 DN1410'DESCRIBED.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.1
 DN1410'MILE TO ANOTHER CROSSROAD, TURN RIGHT AND GO WEST ON DIRT ROAD
 DN1410'FOR 0.2 MILE TO A WIRE GATE IN A NORTH-SOUTH FENCE LINE JUST
 DN1410'NORTHWEST OF AN OLD SCHOOLHOUSE, PASS THROUGH GATE TAKE RIGHT
 DN1410'FORK OF TRACK ROAD AND GO WEST ACROSS PASTURE FOR 0.4 MILE
 DN1410'TO A NORTH-SOUTH FENCE LINE, TURN LEFT AND GO SOUTH AND
 DN1410'SOUTHEAST UP HILL FOR 0.1 MILE TO STATION AS DESCRIBED.
 DN1410'
 DN1410'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DN1410
 DN1410                          STATION RECOVERY (1996)
 DN1410
 DN1410'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2079 ***********************************************************************
 AY2079  DESIGNATION -  BALD 1924 RM
 AY2079  PID         -  AY2079
 AY2079  STATE/COUNTY-  TX/UVALDE
 AY2079  USGS QUAD   -  UTOPIA (1969)
 AY2079
 AY2079                         *CURRENT SURVEY CONTROL
 AY2079  ___________________________________________________________________
 AY2079* NAD 83(1993)-  29 30 48.20698(N)    099 35 20.89261(W)     ADJUSTED  
 AY2079* NAVD 88     -       571.     (meters)    1873.     (feet)  SCALED    
 AY2079  ___________________________________________________________________
 AY2079  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AY2079  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AY2079
 AY2079  HORZ ORDER  -  SECOND
 AY2079
 AY2079.The horizontal coordinates were established by classical geodetic methods
 AY2079.and adjusted by the National Geodetic Survey in February 1996..
 AY2079
 AY2079.The orthometric height was scaled from a topographic map.
 AY2079
 AY2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2079
 AY2079.The geoid height was determined by GEOID03.
 AY2079
 AY2079;                    North         East     Units Scale Factor Converg.
 AY2079;SPC TXSC     - 4,186,338.804   542,888.883   MT  0.99986808   -0 17 19.1
 AY2079;SPC TXSC     -13,734,679.89  1,781,127.94   sFT  0.99986808   -0 17 19.1
 AY2079;UTM  14      - 3,265,011.713   442,903.432   MT  0.99964022   -0 17 24.8
 AY2079
 AY2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2079!SPC TXSC     -   0.99991393  x   0.99986808  =   0.99978202
 AY2079!UTM  14      -   0.99991393  x   0.99964022  =   0.99955418
 AY2079
 AY2079                          SUPERSEDED SURVEY CONTROL
 AY2079
 AY2079  NAD 83(1986)-  29 30 48.20750(N)    099 35 20.87480(W) AD(       ) 2
 AY2079  NAD 27      -  29 30 47.37600(N)    099 35 19.69900(W) AD(       ) 2
 AY2079
 AY2079.Superseded values are not recommended for survey control.
 AY2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2079.See file dsdata.txt to determine how the superseded data were derived.
 AY2079
 AY2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT4290365012(NAD 83)
 AY2079_MARKER: DS = TRIANGULATION STATION DISK
 AY2079_SETTING: 66 = SET IN ROCK OUTCROP
 AY2079_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AY2079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2079+STABILITY: POSITION/ELEVATION WELL
 AY2079
 AY2079  HISTORY     - Date     Condition        Report By
 AY2079  HISTORY     - 1924     MONUMENTED       CGS
 AY2079
 AY2079                          STATION DESCRIPTION
 AY2079
 AY2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY2079'STATION IS LOCATED ON A HIGH HILL KNOWN LOCALLY AS BALD
 AY2079'MOUNTAIN.  HILL IS COVERED BY CEDAR BUSHES AND IS ABOUT 1-1/2
 AY2079'MILES W OF DAVENPORT RANCH HOUSE.  IT IS ABOUT 17 MILES NNW OF
 AY2079'SABINAL, 15 MILES NNE OF KNIPPA, AND 2-1/2 MILES NE BY TRAIL
 AY2079'FROM PETERS RANCH.
 AY2079'
 AY2079'MARK IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 AY2079'WITH THE GROUND.  IT IS STAMPED BALD 1924.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0548 ***********************************************************************
 BM0548  DESIGNATION -  BALD KNOB
 BM0548  PID         -  BM0548
 BM0548  STATE/COUNTY-  TX/TRAVIS
 BM0548  USGS QUAD   -  MANOR (1988)
 BM0548
 BM0548                         *CURRENT SURVEY CONTROL
 BM0548  ___________________________________________________________________
 BM0548* NAD 83(1993)-  30 20 08.33656(N)    097 35 31.87155(W)     ADJUSTED  
 BM0548* NAVD 88     -       205.44   (+/-2cm)     674.0    (feet)  VERTCON   
 BM0548  ___________________________________________________________________
 BM0548  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BM0548  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BM0548
 BM0548  HORZ ORDER  -  FIRST
 BM0548  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0548
 BM0548.The horizontal coordinates were established by classical geodetic methods
 BM0548.and adjusted by the National Geodetic Survey in February 1996..
 BM0548
 BM0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0548.The vertical order pertains to the NGVD 29 superseded value.
 BM0548
 BM0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0548
 BM0548.The geoid height was determined by GEOID03.
 BM0548
 BM0548;                    North         East     Units Scale Factor Converg.
 BM0548;SPC TX C     - 3,077,408.471   963,548.301   MT  0.99994875   +1 24 42.7
 BM0548;SPC TX C     -10,096,464.29  3,161,241.38   sFT  0.99994875   +1 24 42.7
 BM0548;UTM  14      - 3,356,818.748   635,327.813   MT  0.99982593   +0 42 40.1
 BM0548
 BM0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0548!SPC TX C     -   0.99997182  x   0.99994875  =   0.99992057
 BM0548!UTM  14      -   0.99997182  x   0.99982593  =   0.99979775
 BM0548
 BM0548:                Primary Azimuth Mark                     Grid Az
 BM0548:SPC TX C     -  ELGIN MUNICIPAL TANK                     083 40 01.4
 BM0548:UTM  14      -  ELGIN MUNICIPAL TANK                     084 22 04.0
 BM0548
 BM0548|---------------------------------------------------------------------|
 BM0548| PID    Reference Object                     Distance      Geod. Az  |
 BM0548|                                                           dddmmss.s |
 BM0548| BM0878 ELGIN MUNICIPAL TANK                APPROX.21.3 KM 0850444.1 |
 BM0548| BM0879 ELGIN R M GALYEAN GIN CO STACK      APPROX.21.4 KM 0851824.9 |
 BM0548| BM0547 BALD KNOB RM 1                       32.018 METERS 12209     |
 BM0548| BM0546 BALD KNOB RM 2                       44.000 METERS 15951     |
 BM0548| BM0904 TEXAS HILL                          APPROX.21.9 KM 1661718.4 |
 BM0548| BM0909 AUSTIN SHELL PIPE LINE CO TANK      APPROX.21.2 KM 1891129.4 |
 BM0548| BM0919 AUSTIN ST ED UNIV BLDG SPIRE        APPROX.19.6 KM 2330941.9 |
 BM0548| CV3703 BALD KNOB AZ MK                                    2772326.9 |
 BM0548| CV3704 BALD KNOB AZ MK 2                                  2772756.0 |
 BM0548| BM0902 AUSTIN BROWNSV FT WORTH AWY 34      APPROX.13.4 KM 3394911.9 |
 BM0548|---------------------------------------------------------------------|
 BM0548
 BM0548                          SUPERSEDED SURVEY CONTROL
 BM0548
 BM0548  NAD 83(1986)-  30 20 08.35664(N)    097 35 31.85355(W) AD(       ) 1
 BM0548  NAD 27      -  30 20 07.61000(N)    097 35 30.84700(W) AD(       ) 1
 BM0548  NGVD 29 (??/??/92)  205.355  (m)          673.74   (f) ADJ UNCH    1 2
 BM0548
 BM0548.Superseded values are not recommended for survey control.
 BM0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0548.See file dsdata.txt to determine how the superseded data were derived.
 BM0548
 BM0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3532856819(NAD 83)
 BM0548_MARKER: DS = TRIANGULATION STATION DISK
 BM0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0548_STAMPING: BALD KNOB 1935
 BM0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0548+STABILITY: SURFACE MOTION
 BM0548
 BM0548  HISTORY     - Date     Condition        Report By
 BM0548  HISTORY     - 1935     MONUMENTED       CGS
 BM0548  HISTORY     - 1937     GOOD             TXHD
 BM0548  HISTORY     - 1943     GOOD             CGS
 BM0548  HISTORY     - 1953     GOOD             CGS
 BM0548  HISTORY     - 1953     GOOD             NGS
 BM0548  HISTORY     - 1957     GOOD             CGS
 BM0548  HISTORY     - 1961     GOOD             CGS
 BM0548  HISTORY     - 1964     GOOD             LOCSUR
 BM0548  HISTORY     - 1967     GOOD             CGS
 BM0548  HISTORY     - 1967     GOOD             NGS
 BM0548  HISTORY     - 1983     GOOD             NGS
 BM0548  HISTORY     - 1990     GOOD             USPSQD
 BM0548  HISTORY     - 19990120 GOOD             USPSQD
 BM0548
 BM0548                          STATION DESCRIPTION
 BM0548
 BM0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0548'THIS STATION IS ABOUT 10 MILES E OF AUSTIN, AND ABOUT 13 MILES W OF
 BM0548'ELGIN, AND 22 MILES NW OF BASTROP, ON LAND OWNED BY TRAVELERS
 BM0548'INSURANCE COMPANY AND OCCUPIED BY C.D. HOWSE.  THE MARK IS SET
 BM0548'ON THE HIGHEST POINT OF A BARE MOUND, ABOUT 0.35 MILE ENE OF
 BM0548'TEXAS ROUTE 20, ABOUT 0.2 MILE NW OF MR. HOWSES HOUSE, AND 6
 BM0548'FEET SW OF FENCE LINE WHICH RUNS OVER THE TOP OF THE HILL.
 BM0548'MARK PROJECTS 4 INCHES.
 BM0548'
 BM0548'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BM0548'BRONZE DISKS SET IN CONCRETE.
 BM0548'
 BM0548'REFERENCE MARK NO. 1 IS SE OF THE STATION, 8 FEET N OF FENCE
 BM0548'LINE, 11 FEET SW OF FENCE LINE, AND PROJECTS 5 INCHES.
 BM0548'
 BM0548'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 6 FEET N OF FENCE
 BM0548'LINE, AND PROJECTS 5 INCHES.
 BM0548'
 BM0548'AZIMUTH MARK IS WNW OF THE STATION, ABOUT MIDWAY UP A LONG
 BM0548'HILL.  THE MARK IS SET IN THE SW CORNER OF THE BLUE GOOSE CHURCH
 BM0548'YARD (COLORED), 116 FEET S OF THE SW CORNER OF THE CHURCH,
 BM0548'44 FEET N OF THE CENTER LINE OF TEXAS ROUTE 20, AND 32 FEET
 BM0548'SE OF THE CENTER LINE OF A GRAVEL ROAD LEADING NW.  PROJECTS 6
 BM0548'INCHES.
 BM0548'
 BM0548'TO REACH STATION FROM AUSTIN, INTERSECTION OF TEXAS ROUTES
 BM0548'20 AND 71, GO N AND E ON ROUTE 20 FOR 11.2 MILES TO A LANE
 BM0548'LEADING RIGHT AT A HOUSE.  THIS LANE IS 0.5 MILE E OF THE
 BM0548'BLUE GOOSE CHURCH.  TURN RIGHT IN LANE AND GO 0.4 MILE TO
 BM0548'TURN (S) (LEFT).  GO S 0.1 MILE TO GAP IN FENCE AT THE W EDGE
 BM0548'OF ORCHARD.  HERE TURN LEFT AND GO 0.1 MILE TO TOP OF HILL
 BM0548'AND STATION.
 BM0548'
 BM0548'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 BM0548
 BM0548                          STATION RECOVERY (1937)
 BM0548
 BM0548'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0548'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BM0548'DESCRIPTION SATISFACTORY.
 BM0548
 BM0548                          STATION RECOVERY (1943)
 BM0548
 BM0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (TAK)
 BM0548'FOUND AS ORIGINALLY DESCRIBED IN GOOD CONDITION.
 BM0548
 BM0548                          STATION RECOVERY (1953)
 BM0548
 BM0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 BM0548'STATION IS 12.8 MI. E ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BM0548'FROM THE STATION AT AUSTIN, THENCE 0.6 MI. NW, ON TOP OF A
 BM0548'HILL, 0.2 MI. NW OF A FARMHOUSE, 0.15 MI. E OF A PRIVATE ROAD,
 BM0548'5 FT. S OF A FENCE, A TRIANGULATION-STATION DISK, SET IN THE
 BM0548'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FT. ABOVE THE GROUND,
 BM0548'AND STAMPED BALD KNOB 1935.
 BM0548'
 BM0548'REFERENCE MARK 1 IS 105.0 FT. E OF TRIANGULATION STATION
 BM0548'BALD KNOB 1935, 11 FT. S OF AN E-W FENCE, 7 FT. W OF A N-S
 BM0548'FENCE, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 BM0548'POST WHICH PROJECTS 0.6 FT. ABOVE THE GROUND, AND STAMPED
 BM0548'BALD KNOB NO 1 1935.
 BM0548'
 BM0548'REFERENCE MARK 2 IS 144.5 FT. SE OF TRIANGULATION STATION
 BM0548'BALD KNOB 1935, 6.8 FT. W OF A FENCE, A REFERENCE-MARK DISK,
 BM0548'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FT. ABOVE
 BM0548'THE GROUND, AND STAMPED BALD KNOB NO 2 1935.
 BM0548
 BM0548                          STATION RECOVERY (1953)
 BM0548
 BM0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BM0548'13.4 MI E FROM AUSTIN.
 BM0548'12.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0548'STATION AT AUSTIN, THENCE 0.6 MILE NORTHWEST, ON TOP OF A HILL, 0.2
 BM0548'MILE NORTHWEST OF A FARMHOUSE, 0.15 MILE EAST OF A PRIVATE ROAD, 5
 BM0548'FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0548'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BM0548
 BM0548                          STATION RECOVERY (1957)
 BM0548
 BM0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 BM0548'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 BM0548'AZIMUTH MARK IS LEANING ABOUT 20 DEG TO THE S BUT IS FIRMLY
 BM0548'FIXED IN THE GROUND.  DESCRIPTION IS ADEQUATE WITH THE EXCEPTION
 BM0548'THAT STATE HIGHWAY 20 IS NOW U.S. HIGHWAY 290.
 BM0548
 BM0548                          STATION RECOVERY (1961)
 BM0548
 BM0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 BM0548'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 BM0548'THE DIRECTIONS AND MEASUREMENT TO REFERENCE MARK NO. 1 WERE
 BM0548'CHECKED IN THE FIELD AND THEY DID NOT CHECK.  THE MARK HAD
 BM0548'BEEN DISTURBED.  THE DIRECTION AND MEASUREMENT TO REFERENCE
 BM0548'MARK NO. 2 WERE CHECKED IN THE FIELD AND THE MEASUREMENT DID
 BM0548'NOT CHECK.  THE MARK WAS IN GOOD CONDITION.  THE AZIMUTH MARK
 BM0548'WAS FOUND DESTROYED DUE TO EROSION AND A NEW AZIMUTH MARK WAS
 BM0548'SET.  A NEW TO REACH FOR THE STATION AND THE AZIMUTH MARK
 BM0548'FOLLOWS.
 BM0548'
 BM0548'THE STATION IS LOCATED 22 MILES NORTHWEST OF BASTROP, 13 MILES
 BM0548'WEST OF ELGIN, 10 MILES NORTHEAST OF AUSTIN AND 0.3 MILE SOUTH
 BM0548'OF U.S. HIGHWAY 290.
 BM0548'
 BM0548'TO REACH THE STATION FROM THE MAIN ENTRANCE OF THE BERGSTROM
 BM0548'AIR FORCE BASE, GO EAST ON TEXAS HIGHWAY 71 FOR 1.4 MILE TO THE
 BM0548'JUNCTION OF FARM ROAD 973, TURN LEFT, NORTH, ON FARM ROAD
 BM0548'973 AND GO FOR 4.3 MILES TO A CROSSROAD AND INTERSECTION OF
 BM0548'FARM ROAD 969, TURN LEFT, WEST, ON FARM ROAD 969 AND GO FOR
 BM0548'2.2 MILES TO DECKER LANE ROAD ON THE RIGHT, TURN RIGHT, NORTH,
 BM0548'ON DECKER LANE ROAD AND GO FOR 4.8 MILES TO THE T INTERSECTION
 BM0548'OF U.S. HIGHWAY 290, (TO REACH THE AZIMUTH MARK FROM THIS
 BM0548'POINT, TURN LEFT, WEST, ON U.S. HIGHWAY 290 AND GO FOR 0.2
 BM0548'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,) TURN
 BM0548'RIGHT, EAST ON U.S. HIGHWAY 290 AND GO FOR 0.55 MILE TO A
 BM0548'SIDE ROAD RIGHT, TURN RIGHT, SOUTH ON THE GRAVEL ROAD AND GO
 BM0548'FOR 0.4 MILE TO A LOCKED GATE AND END OF TRUCK TRAVEL.  TO
 BM0548'REACH THE STATION FROM THIS POINT, PACK EAST TO THE HIGHEST
 BM0548'POINT OF THE HILL AND THE STATION AS DESCRIBED.  A
 BM0548'5-MINUTE PACK.
 BM0548'
 BM0548'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 BM0548'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES AND IS
 BM0548'STAMPED BALD KNOB 1935.  IT IS 6.3 FEET NORTH OF A METAL
 BM0548'WITNESS POST AND 6 FEET SOUTH OF A EAST-WEST FENCE LINE.
 BM0548'
 BM0548'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 BM0548'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 7 INCHES AND
 BM0548'IS STAMPED BALD KNOB NO 1 1935.  IT IS 11.2 FEET SOUTH OF A
 BM0548'EAST-WEST FENCE LINE.
 BM0548'
 BM0548'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 BM0548'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES AND
 BM0548'IS STAMPED BALD KNOB NO 2 1935.  IT IS 8 FEET WEST OF A
 BM0548'NORTH-SOUTH FENCE LINE.
 BM0548'
 BM0548'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 BM0548'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES AND
 BM0548'IS STAMPED BALD KNOB 1935 1961.  IT IS 150 FEET NORTH OF THE
 BM0548'CENTER LINE OF U.S. HIGHWAY 290, 81 FEET NORTHWEST OF THE
 BM0548'INTERSECTION OF TWO ROADS AND 6.1 FEET EAST OF A METAL WITNESS
 BM0548'POST.
 BM0548
 BM0548                          STATION RECOVERY (1964)
 BM0548
 BM0548'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964 (IAM)
 BM0548'RECOVERED BY CURTIS BRADEN.
 BM0548'
 BM0548'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION
 BM0548'AS DESCRIBED.
 BM0548
 BM0548                          STATION RECOVERY (1967)
 BM0548
 BM0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 BM0548'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 BM0548'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 BM0548'1961 RECOVERY NOTE DESCRIPTION AND TO REACH THE STATION SITE
 BM0548'ARE ADEQUATE FOR RECOVERY OF STATION.
 BM0548'
 BM0548'THE AZIMUTH MARK HAD TO BE SET IN A NEW LOCATION DUE TO ROAD
 BM0548'IMPROVEMENTS.  A NEW AZIMUTH MARK WAS SET OUT OF THE CONSTRUCTION
 BM0548'AREA ON THE SAME AZIMUTH AS THE OLD AZIMUTH MARK.
 BM0548'
 BM0548'A DESCRIPTION OF THE NEW AZIMUTH MARK FOLLOWS--A STANDARD
 BM0548'DISK, STAMPED BOLD KNOB AZ 3 1935 1967 IS SET IN A 12 IN X 12 IN
 BM0548'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 BM0548'GROUND.  IT IS ABOUT 0.55 MILE WEST OF THE STATION, ALONG
 BM0548'THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 290.  THE MARK IS 150
 BM0548'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 290 WEST BOUND
 BM0548'TRAFFIC LANE, 100 FEET SOUTHWEST OF THE CENTER LINE OF A
 BM0548'BLACK-TOP ROAD, 1 FOOT EAST OF THE FENCE LINE, AND 1 FOOT
 BM0548'NORTHEAST OF A METAL WITNESS POST.
 BM0548'
 BM0548'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH 0.4 MILE
 BM0548'TO U.S. HIGHWAY 290.  TURN LEFT, GO WEST ALONG THE HIGHWAY
 BM0548'0.75 MILE TO MARK ON THE RIGHT AS DESCRIBED.
 BM0548'
 BM0548'NOTE--THE OLD AZIMUTH MARK DISK WAS SALVAGED FROM THE CONCRETE
 BM0548'POST.
 BM0548'
 BM0548'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 BM0548'EAST
 BM0548
 BM0548                          STATION RECOVERY (1967)
 BM0548
 BM0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BM0548'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30097-3, STATION 1001.
 BM0548'RECOVERED BY USGS IN 1954 AND REPORTED AZIMUTH MARK TILTED TO THE
 BM0548'SIDE.
 BM0548'RECOVERED BY NGS IN 1967.
 BM0548'STATION MARK--STANDARD USC AND GS DISK STAMPED---BALD KNOB 1935---,
 BM0548'SET IN TOP OF A CONCRETE POST, PROJECTING 0.5 FT. ABOVE GROUND.
 BM0548
 BM0548                          STATION RECOVERY (1983)
 BM0548
 BM0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM0548'STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK 3 WERE
 BM0548'RECOVERED IN GOOD CONDITION.  SHORTER MEASUREMENTS WERE NOTED TO
 BM0548'BOTH REFERENCE MARKS, 0.0031 METER TO REFERENCE MARK 1 AND 0.022
 BM0548'METER TO REFERENCE MARK 2.  A SHORTER DISTANCE OF 0.033 METER WAS
 BM0548'NOTED BETWEEN THE REFERENCE MARKS.  THE DIRECTION TO REFERENCE
 BM0548'MARK 2 CHECKED THE 1961 DATA.  A LARGER DIRECTION OF 2 MINUTES,
 BM0548'20 SECONDS WAS NOTED TO REFERENCE MARK 1.  A LESSER DIRECTION OF
 BM0548'31 SECONDS WAS NOTED TO AZIMUTH MARK 3 AS COMPARED TO THE 1967
 BM0548'DATA.  A COMPLETE DESCRIPTION FOLLOWS.
 BM0548'THE STATION IS LOCATED 16 KM (10 MI) NORTHEAST OF AUSTIN, 0.6 KM
 BM0548'(0.35 MI) SOUTH OF US HIGHWAY 290, ON A LOW PARTIALLY CLEARED
 BM0548'KNOLL.
 BM0548'OWNERSHIP--TAY W. BOND, 1911 LAKE SHORE DRIVE, AUSTIN, TX 78734,
 BM0548'PHONE 512-327-3611.
 BM0548'
 BM0548'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 183 AND 290
 BM0548'(JUST NORTHEAST OF AUSTIN), GO EAST ON HIGHWAY 290 FOR 4.65 KM
 BM0548'(2.9 MI) TO A CROSSROAD (GILES ROAD).  CONTINUE AHEAD FOR 2.3 KM
 BM0548'(1.4 MI) TO A PAVED ROAD LEFT.  (TO REACH THE AZIMUTH MARK, TURN
 BM0548'LEFT, UPGRADE, FOR 75 METERS TO THE RIGHT-OF-WAY FENCE.  TRUN LEFT
 BM0548'ALONG THE FENCE FOR 30 METERS TO THE MARK).  CONTINUE EAST ON
 BM0548'HIGHWAY 290 FOR 1.05 KM (0.7 MI) TO A NARROW DIRT ROAD RIGHT.
 BM0548'TURN RIGHT, SOUTHERLY, FOR 0.55 KM (0.3 MI) TO END OF TRUCK TRAVEL
 BM0548'ABOUT 50 METERS BEFORE REACHING GATE AT TOP OF RISE.  PACK
 BM0548'NORTHEAST THROUGH PASTURE UP SLOPE OF HILL FOR ABOUT 0.2 KM (0.1
 BM0548'MI) TO HIGH GROUND AND STATION.
 BM0548'
 BM0548'THE STATION IS A STANDARD NGS DISK
 BM0548'STAMPED---BALD KNOB 1935---,
 BM0548'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM0548'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 BM0548'1.70 METER (5.6 FT) SOUTH FROM WIRE FENCE, 1.95 METERS (6.4 FT)
 BM0548'NORTH OF A METAL WITNESS POST.
 BM0548'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BM0548'STAMPED---BALD KNOB 1935---,
 BM0548'SET INTO AN IRREGULAR MASS OF CONCRETE 1.5 METERS BELOW THE SURFACE.
 BM0548'
 BM0548'A STANDARD NGS DISK
 BM0548'STAMPED---BALD KNOB NO 1 1935---,
 BM0548'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM0548'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 BM0548'3.2 METER (10.5 FT) SOUTH FROM WIRE FENCE, 3.0 METERS (9.8 FT)
 BM0548'WEST OF A WIRE FENCE.
 BM0548'MARK IS BELOW STATION 2.5 METERS.
 BM0548'
 BM0548'A STANDARD NGS DISK
 BM0548'STAMPED---BALD KNOB NO 2 1935---,
 BM0548'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM0548'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 BM0548'2.6 METER (8.5 FT) WEST FROM A WIRE FENCE.
 BM0548'MARK IS BELOW STATION 2.5 METERS.
 BM0548'
 BM0548'AZIMUTH MARK NUMBER 3 IS A STANDARD NGS DISK
 BM0548'STAMPED---BALD KNOB AZ 3 1935 1967---,
 BM0548'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM0548'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 BM0548'45.7 METER (150 FT) NORTHWEST FROM CENTER OF EASTBOUND LANE OF
 BM0548'HIGHWAY 290, 30.8 M (101.5 FT) SOUTHWEST OF CENTER OF PAVED ROAD,
 BM0548'0.55 M (1.8 FT) SOUTHEAST OF A WIRE FENCE, AND 0.4 M (1.2 FT)
 BM0548'NORTHEAST OF A METAL WITNESS POST.
 BM0548'
 BM0548'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 BM0548'DESCRIBED BY G. R. HEID
 BM0548
 BM0548                          STATION RECOVERY (1990)
 BM0548
 BM0548'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0548'RECOVERED IN GOOD CONDITION.
 BM0548
 BM0548                          STATION RECOVERY (1999)
 BM0548
 BM0548'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1354 ***********************************************************************
 DN1354  DESIGNATION -  BALD KNOB
 DN1354  PID         -  DN1354
 DN1354  STATE/COUNTY-  TX/WISE
 DN1354  USGS QUAD   -  SMYRNA (1978)
 DN1354
 DN1354                         *CURRENT SURVEY CONTROL
 DN1354  ___________________________________________________________________
 DN1354* NAD 83(1993)-  33 22 42.17482(N)    097 38 27.14084(W)     ADJUSTED  
 DN1354* NAVD 88     -       359.7    (meters)    1180.     (feet)  VERTCON   
 DN1354  ___________________________________________________________________
 DN1354  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 DN1354  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DN1354
 DN1354  HORZ ORDER  -  SECOND
 DN1354
 DN1354.The horizontal coordinates were established by classical geodetic methods
 DN1354.and adjusted by the National Geodetic Survey in February 1996..
 DN1354
 DN1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1354
 DN1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1354
 DN1354.The geoid height was determined by GEOID03.
 DN1354
 DN1354;                    North         East     Units Scale Factor Converg.
 DN1354;SPC TXNC     - 2,190,140.116   679,933.995   MT  0.99988883   +0 28 06.8
 DN1354;SPC TXNC     - 7,185,484.70  2,230,750.12   sFT  0.99988883   +0 28 06.8
 DN1354;UTM  14      - 3,694,060.722   626,424.040   MT  0.99979705   +0 44 52.2
 DN1354
 DN1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1354!SPC TXNC     -   0.99994776  x   0.99988883  =   0.99983660
 DN1354!UTM  14      -   0.99994776  x   0.99979705  =   0.99974482
 DN1354
 DN1354|---------------------------------------------------------------------|
 DN1354| PID    Reference Object                     Distance      Geod. Az  |
 DN1354|                                                           dddmmss.s |
 DN1354| CX9658 BALD KNOB RM 1                       21.008 METERS 01614     |
 DN1354| CX9659 BALD KNOB RM 2                       20.497 METERS 09136     |
 DN1354| CX9657 BALD KNOB AZ MK                                    1201335.8 |
 DN1354| DN1352 ALVORD MUNICIPAL TANK               APPROX. 5.1 KM 2501547.1 |
 DN1354|---------------------------------------------------------------------|
 DN1354
 DN1354                          SUPERSEDED SURVEY CONTROL
 DN1354
 DN1354  NAD 83(1993)-  33 22 42.17674(N)    097 38 27.13456(W) AD(       ) 2
 DN1354  NAD 83(1986)-  33 22 42.17941(N)    097 38 27.12718(W) AD(       ) 2
 DN1354  NAD 27      -  33 22 41.77370(N)    097 38 26.01930(W) AD(       ) 2
 DN1354  NGVD 29 (07/26/91)  359.6    (m)         1180.     (f) VERT ANG       
 DN1354
 DN1354.Superseded values are not recommended for survey control.
 DN1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1354.See file dsdata.txt to determine how the superseded data were derived.
 DN1354
 DN1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2642494061(NAD 83)
 DN1354_MARKER: DS = TRIANGULATION STATION DISK
 DN1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1354
 DN1354  HISTORY     - Date     Condition        Report By
 DN1354  HISTORY     - 1956     MONUMENTED       CGS
 DN1354  HISTORY     - 1958     GOOD             USGS
 DN1354  HISTORY     - 1960     GOOD             CGS
 DN1354  HISTORY     - 19610428 GOOD             USGS
 DN1354  HISTORY     - 19970927 GOOD             USPSQD
 DN1354
 DN1354                          STATION DESCRIPTION
 DN1354
 DN1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1354'THE STATION IS LOCATED ABOUT 10.0 MILES NORTH-NORTHWEST OF
 DN1354'DECATUR AND ABOUT 3.5 MILES NORTHEAST OF ALVORD ON THE SUMMIT
 DN1354'OF THE CENTER ONE OF THREE PROMINENT BRUSH COVERED HILLS.
 DN1354'IT IS ABOUT 0.1 MILE NORTHWEST OF THE BALD KNOB CEMETERY
 DN1354'ON THE HIGHEST POINT AND NEAR THE SOUTH END OF HILL IN THE
 DN1354'CENTER OF A SMALL GROUP OF TREES, 4 FEET NORTHWEST OF A
 DN1354'WITNESS POST.  THE MARK IS STAMPED BALD KNOB 1956 AND PROJECTS
 DN1354'2 INCHES.
 DN1354'
 DN1354'REFERENCE MARK NO. 1, STAMPED BALD KNOB NO 1 1956 IS ON
 DN1354'ABOUT THE SAME ELEVATION AS THE STATION AND PROJECTS 3 INCHES.
 DN1354'
 DN1354'REFERENCE MARK NO. 2, STAMPED BALD KNOB NO 2 1956 IS ABOUT
 DN1354'2 FEET LOWER IN ELEVATION THAN THE STATION AND PROJECTS 3
 DN1354'INCHES.
 DN1354'
 DN1354'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 83.2 FEET.
 DN1354'
 DN1354'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A PASTURE, 16 FEET
 DN1354'SOUTH OF THE CENTER OF A GRAVELED ROAD, 3 FEET WEST OF A
 DN1354'WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 DN1354'IT IS STAMPED BALD KNOB 1956 AND IS FLUSH WITH THE GROUND
 DN1354'SURFACE.
 DN1354'
 DN1354'TO REACH THE STATION FROM THE NORTHEAST SIDE OF THE BURLINGTON
 DN1354'RAILROAD STATION IN ALVORD, GO SOUTHEAST ALONG TRACKS FOR
 DN1354'0.15 MILE TO A T ROAD LEFT, TURN LEFT AND GO NORTH FOR ABOUT
 DN1354'50 YARDS TO A T ROAD RIGHT, TURN RIGHT AND GO EASTERLY FOR
 DN1354'0.2 MILE TO A FORK, TAKE RIGHT FORK ACROSS A NARROW BRIDGE
 DN1354'AND CONTINUE EASTERLY FOR 3.4 MILES TO A T ROAD RIGHT, TURN
 DN1354'RIGHT AND GO SOUTH FOR 0.15 MILE TO A WIRE GATE ON THE LEFT.
 DN1354'(CONTINUE SOUTH, THEN EAST PAST THE BALD KNOB CEMETERY FOR
 DN1354'0.85 MILE TO THE TOP OF HILL AND AZIMUTH MARK ON THE RIGHT AS
 DN1354'DESCRIBED.) TURN LEFT THROUGH GATE AND FOLLOW DIM TRACK
 DN1354'ROAD AROUND THE NORTH SIDE OF HILL FOR ABOUT 0.3 MILE,
 DN1354'THEN GO WEST UP HILL FOR ABOUT 0.1 MILE TO THE HIGHEST
 DN1354'POINT AND STATION AS DESCRIBED.
 DN1354'
 DN1354'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1354
 DN1354                          STATION RECOVERY (1958)
 DN1354
 DN1354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1354'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-3, STATION 1003.
 DN1354'
 DN1354'RECOVERED BY USGS IN 1958.
 DN1354'
 DN1354'RECOVERED BY NGS IN 1960.
 DN1354'
 DN1354'STATION MARK--A STANDARD USC AND GS TABLET SET IN A CONCRETE POST,
 DN1354'PROJECTING 2 IN. ABOVE THE GROUND, AND STAMPED---BALD KNOB 1956---.
 DN1354
 DN1354                          STATION RECOVERY (1960)
 DN1354
 DN1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1354'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1354'MARK WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1354'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1354
 DN1354                          STATION RECOVERY (1961)
 DN1354
 DN1354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (CFD)
 DN1354'RECOVERED IN GOOD CONDITION.
 DN1354
 DN1354                          STATION RECOVERY (1997)
 DN1354
 DN1354'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1122 ***********************************************************************
 BM1122  DESIGNATION -  BALD KNOB AZ MK 3
 BM1122  PID         -  BM1122
 BM1122  STATE/COUNTY-  TX/TRAVIS
 BM1122  USGS QUAD   -  MANOR (1988)
 BM1122
 BM1122                         *CURRENT SURVEY CONTROL
 BM1122  ___________________________________________________________________
 BM1122* NAD 83(1993)-  30 20 12.52069(N)    097 36 08.73808(W)     ADJUSTED  
 BM1122* NAVD 88     -       197.     (meters)     646.     (feet)  VERTCON   
 BM1122  ___________________________________________________________________
 BM1122  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BM1122  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BM1122
 BM1122  HORZ ORDER  -  SECOND
 BM1122
 BM1122.The horizontal coordinates were established by classical geodetic methods
 BM1122.and adjusted by the National Geodetic Survey in February 1996..
 BM1122.No horizontal observational check was made to the station.
 BM1122
 BM1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1122
 BM1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1122
 BM1122.The geoid height was determined by GEOID03.
 BM1122
 BM1122;                    North         East     Units Scale Factor Converg.
 BM1122;SPC TX C     - 3,077,513.054   962,560.742   MT  0.99994852   +1 24 23.7
 BM1122;SPC TX C     -10,096,807.41  3,158,001.37   sFT  0.99994852   +1 24 23.7
 BM1122;UTM  14      - 3,356,935.386   634,341.729   MT  0.99982265   +0 42 21.6
 BM1122
 BM1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1122!SPC TX C     -   0.99997318  x   0.99994852  =   0.99992170
 BM1122!UTM  14      -   0.99997318  x   0.99982265  =   0.99979584
 BM1122
 BM1122                          SUPERSEDED SURVEY CONTROL
 BM1122
 BM1122  NAD 83(1986)-  30 20 12.54069(N)    097 36 08.72009(W) AD(       ) 2
 BM1122  NGVD 29 (01/26/93)  197.     (m)          646.     (f) VERT ANG       
 BM1122
 BM1122.Superseded values are not recommended for survey control.
 BM1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1122.See file dsdata.txt to determine how the superseded data were derived.
 BM1122
 BM1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3434256935(NAD 83)
 BM1122_MARKER: DD = SURVEY DISK
 BM1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM1122_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1122+STABILITY: SURFACE MOTION
 BM1122
 BM1122  HISTORY     - Date     Condition        Report By
 BM1122  HISTORY     - 1967     MONUMENTED       CGS
 BM1122  HISTORY     - 1983     GOOD             NGS
 BM1122  HISTORY     - 19950624 GOOD             USPSQD
 BM1122
 BM1122                          STATION DESCRIPTION
 BM1122
 BM1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1122'THE STATION IS LOCATED ON HIGHWAY RIGHT-OF-WAY, ABOUT 15 KM (9.3
 BM1122'MI) NORTHEAST OF AUSTIN, ALONG US HIGHWAY 290, ON A FLAT BENCH IN
 BM1122'THE NORTHWEST ANGLE OF JUNCTION OF HIGHWAY AND ROAD LEADING
 BM1122'NORTHWEST.
 BM1122'OWNERSHIP--CECIL JENKINS-ENGINEER, SURVEYS DEPARTMENT, TEXAS
 BM1122'HIGHWAY DEPARTMENT, DIVISION OF AUTOMATION, ROOM 446, AUSTIN, TX
 BM1122'78712. TELEPHONE 512-465-7696.
 BM1122'
 BM1122'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 183 AND 290,
 BM1122'ON THE NORTHEAST SIDE OF AUSTIN, GO EAST ON HIGHWAY 290 FOR 4.65
 BM1122'KM (2.9 MI) TO A CROSSROAD (GILES ROAD).  CONTINUE EAST FOR 2.3
 BM1122'KM (1.4 MI) TO HIGH GROUND AND A PAVED ROAD LEFT.  TURN LEFT,
 BM1122'UPGRADE, FOR ABOUT 75 METERS TO THE RIGHT-OF-WAY FENCE, THEN TURN
 BM1122'LEFT ALONG FENCE FOR 30 METERS TO THE STATION.
 BM1122'
 BM1122'THE STATION IS A STANDARD NGS DISK
 BM1122'STAMPED---BALD KNOB 1935 AZ MK 3 1967---,
 BM1122'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 BM1122'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 BM1122'45 METER (150 FT) NORTHWEST FROM  CENTER OF EASTBOUND LANE OF THE
 BM1122'HIGHWAY (SLOPE), 0.55 METER (1.8 FT) SOUTHEAST FROM THE
 BM1122'RIGHT-OF-WAY FENCE, 0.4 METER (1.3 FT) NORTHEAST OF A METAL
 BM1122'WITNESS POST, 33.0 METERS (108.5 FT) SOUTHWEST OF THE PAVED ROAD
 BM1122'CENTER, AND ABOUT 5 METERS HIGHER THAN THE HIGHWAY.
 BM1122'
 BM1122'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1 METERS.
 BM1122'DESCRIBED BY G.R. HEID.
 BM1122
 BM1122                          STATION RECOVERY (1995)
 BM1122
 BM1122'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0547 ***********************************************************************
 BM0547  DESIGNATION -  BALD KNOB RM 1
 BM0547  PID         -  BM0547
 BM0547  STATE/COUNTY-  TX/TRAVIS
 BM0547  USGS QUAD   -  MANOR (1988)
 BM0547
 BM0547                         *CURRENT SURVEY CONTROL
 BM0547  ___________________________________________________________________
 BM0547* NAD 83(1993)-  30 20 07.78336(N)    097 35 30.85660(W)     ADJUSTED  
 BM0547* NAVD 88     -       202.88   (+/-2cm)     665.6    (feet)  VERTCON   
 BM0547  ___________________________________________________________________
 BM0547  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BM0547  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BM0547
 BM0547  HORZ ORDER  -  THIRD
 BM0547  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0547
 BM0547.The horizontal coordinates were established by classical geodetic methods
 BM0547.and adjusted by the National Geodetic Survey in February 1996..
 BM0547.No horizontal observational check was made to the station.
 BM0547
 BM0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0547.The vertical order pertains to the NGVD 29 superseded value.
 BM0547
 BM0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0547
 BM0547.The geoid height was determined by GEOID03.
 BM0547
 BM0547;                    North         East     Units Scale Factor Converg.
 BM0547;SPC TX C     - 3,077,392.109   963,575.822   MT  0.99994878   +1 24 43.2
 BM0547;SPC TX C     -10,096,410.61  3,161,331.68   sFT  0.99994878   +1 24 43.2
 BM0547;UTM  14      - 3,356,802.054   635,355.128   MT  0.99982602   +0 42 40.6
 BM0547
 BM0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0547!SPC TX C     -   0.99997222  x   0.99994878  =   0.99992100
 BM0547!UTM  14      -   0.99997222  x   0.99982602  =   0.99979824
 BM0547
 BM0547                          SUPERSEDED SURVEY CONTROL
 BM0547
 BM0547  NAD 83(1986)-  30 20 07.80372(N)    097 35 30.83920(W) AD(       ) 3
 BM0547  NGVD 29 (??/??/92)  202.796  (m)          665.34   (f) ADJ UNCH    1 2
 BM0547
 BM0547.Superseded values are not recommended for survey control.
 BM0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0547.See file dsdata.txt to determine how the superseded data were derived.
 BM0547
 BM0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3535556802(NAD 83)
 BM0547_MARKER: DR = REFERENCE MARK DISK
 BM0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0547_STAMPING: BALD KNOB NO 1 1935
 BM0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0547+STABILITY: SURFACE MOTION
 BM0547
 BM0547  HISTORY     - Date     Condition        Report By
 BM0547  HISTORY     - 1935     MONUMENTED       CGS
 BM0547  HISTORY     - 1953     GOOD             NGS
 BM0547  HISTORY     - 1990     GOOD             USPSQD
 BM0547  HISTORY     - 19990120 GOOD             USPSQD
 BM0547
 BM0547                          STATION DESCRIPTION
 BM0547
 BM0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0547'13.4 MI E FROM AUSTIN.
 BM0547'12.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0547'STATION AT AUSTIN, THENCE 0.6 MILE NORTHWEST, ON TOP OF A HILL, 0.2
 BM0547'MILE NORTHWEST OF A FARMHOUSE, 0.15 MILE EAST OF A PRIVATE ROAD, 105
 BM0547'FEET EAST OF TRIANGULATION STATION BALD KNOB 1935, 11 FEET SOUTH OF AN
 BM0547'EAST AND WEST FENCE, 7 FEET WEST OF A NORTH AND SOUTH FENCE, SET IN
 BM0547'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0547
 BM0547                          STATION RECOVERY (1990)
 BM0547
 BM0547'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0547'RECOVERED IN GOOD CONDITION.
 BM0547
 BM0547                          STATION RECOVERY (1999)
 BM0547
 BM0547'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0546 ***********************************************************************
 BM0546  DESIGNATION -  BALD KNOB RM 2
 BM0546  PID         -  BM0546
 BM0546  STATE/COUNTY-  TX/TRAVIS
 BM0546  USGS QUAD   -  MANOR (1988)
 BM0546
 BM0546                         *CURRENT SURVEY CONTROL
 BM0546  ___________________________________________________________________
 BM0546* NAD 83(1993)-  30 20 06.99524(N)    097 35 31.30389(W)     ADJUSTED  
 BM0546* NAVD 88     -       203.17   (+/-2cm)     666.6    (feet)  VERTCON   
 BM0546  ___________________________________________________________________
 BM0546  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BM0546  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BM0546
 BM0546  HORZ ORDER  -  THIRD
 BM0546  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0546
 BM0546.The horizontal coordinates were established by classical geodetic methods
 BM0546.and adjusted by the National Geodetic Survey in February 1996..
 BM0546.No horizontal observational check was made to the station.
 BM0546
 BM0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0546.The vertical order pertains to the NGVD 29 superseded value.
 BM0546
 BM0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0546
 BM0546.The geoid height was determined by GEOID03.
 BM0546
 BM0546;                    North         East     Units Scale Factor Converg.
 BM0546;SPC TX C     - 3,077,367.554   963,564.477   MT  0.99994883   +1 24 43.0
 BM0546;SPC TX C     -10,096,330.05  3,161,294.45   sFT  0.99994883   +1 24 43.0
 BM0546;UTM  14      - 3,356,777.642   635,343.485   MT  0.99982598   +0 42 40.4
 BM0546
 BM0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0546!SPC TX C     -   0.99997218  x   0.99994883  =   0.99992101
 BM0546!UTM  14      -   0.99997218  x   0.99982598  =   0.99979816
 BM0546
 BM0546                          SUPERSEDED SURVEY CONTROL
 BM0546
 BM0546  NAD 83(1986)-  30 20 07.01590(N)    097 35 31.28611(W) AD(       ) 3
 BM0546  NGVD 29 (??/??/92)  203.078  (m)          666.27   (f) ADJ UNCH    1 2
 BM0546
 BM0546.Superseded values are not recommended for survey control.
 BM0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0546.See file dsdata.txt to determine how the superseded data were derived.
 BM0546
 BM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3534356778(NAD 83)
 BM0546_MARKER: DR = REFERENCE MARK DISK
 BM0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0546_STAMPING: BALD KNOB NO 2 1935
 BM0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0546+STABILITY: SURFACE MOTION
 BM0546
 BM0546  HISTORY     - Date     Condition        Report By
 BM0546  HISTORY     - 1935     MONUMENTED       CGS
 BM0546  HISTORY     - 1953     GOOD             NGS
 BM0546  HISTORY     - 1990     GOOD             USPSQD
 BM0546  HISTORY     - 19990120 GOOD             USPSQD
 BM0546
 BM0546                          STATION DESCRIPTION
 BM0546
 BM0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0546'13.4 MI E FROM AUSTIN.
 BM0546'12.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0546'STATION AT AUSTIN, THENCE 0.6 MILE NORTHWEST, ON TOP OF A HILL, 0.2
 BM0546'MILE NORTHWEST OF A FARMHOUSE, 0.15 MILE EAST OF A PRIVATE ROAD, 144.5
 BM0546'FEET SOUTHEAST OF TRIANGULATION STATION BALD KNOB 1935, 6.8 FEET WEST
 BM0546'OF A FENCE, SET IN THE TOP OF FOOT ABOVE THE GROUND.
 BM0546
 BM0546                          STATION RECOVERY (1990)
 BM0546
 BM0546'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0546'RECOVERED IN GOOD CONDITION.
 BM0546
 BM0546                          STATION RECOVERY (1999)
 BM0546
 BM0546'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0758 ***********************************************************************
 CC0758  DESIGNATION -  BALDRIDGE
 CC0758  PID         -  CC0758
 CC0758  STATE/COUNTY-  TX/PECOS
 CC0758  USGS QUAD   -  BUENA VISTA SW (1972)
 CC0758
 CC0758                         *CURRENT SURVEY CONTROL
 CC0758  ___________________________________________________________________
 CC0758* NAD 83(1993)-  31 04 05.40688(N)    102 37 37.35547(W)     ADJUSTED  
 CC0758* NAVD 88     -       780.7    (meters)    2561.     (feet)  VERTCON   
 CC0758  ___________________________________________________________________
 CC0758  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 CC0758  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CC0758
 CC0758  HORZ ORDER  -  FIRST
 CC0758
 CC0758.The horizontal coordinates were established by classical geodetic methods
 CC0758.and adjusted by the National Geodetic Survey in February 1996..
 CC0758
 CC0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0758
 CC0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0758
 CC0758.The geoid height was determined by GEOID03.
 CC0758
 CC0758;                    North         East     Units Scale Factor Converg.
 CC0758;SPC TX C     - 3,157,620.019   481,138.165   MT  0.99988242   -1 10 53.0
 CC0758;SPC TX C     -10,359,625.01  1,578,534.13   sFT  0.99988242   -1 10 53.0
 CC0758;UTM  13      - 3,439,577.114   726,406.006   MT  1.00023233   +1 13 30.4
 CC0758
 CC0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0758!SPC TX C     -   0.99988105  x   0.99988242  =   0.99976349
 CC0758!UTM  13      -   0.99988105  x   1.00023233  =   1.00011336
 CC0758
 CC0758:                Primary Azimuth Mark                     Grid Az
 CC0758:SPC TX C     -  MC CAMEY MUNICIPAL TANK                  080 32 01.2
 CC0758:UTM  13      -  MC CAMEY MUNICIPAL TANK                  078 07 37.8
 CC0758
 CC0758|---------------------------------------------------------------------|
 CC0758| PID    Reference Object                     Distance      Geod. Az  |
 CC0758|                                                           dddmmss.s |
 CC0758| CC0746 MC CAMEY MUNICIPAL TANK             APPROX.39.4 KM 0792108.2 |
 CC0758| CC0751 GIRVIN PECOS VAL PWRHSE STK E       APPROX.25.0 KM 0854024.9 |
 CC0758| CC0750 GIRVIN PECOS VAL PWRHSE STK W       APPROX.24.9 KM 0854240.3 |
 CC0758| CH7886 BALDRIDGE AZ MK                                    1105854.6 |
 CC0758| CH7887 BALDRIDGE RM 1                       28.274 METERS 15817     |
 CC0758| CH7888 BALDRIDGE RM 2                       23.322 METERS 26655     |
 CC0758|---------------------------------------------------------------------|
 CC0758
 CC0758                          SUPERSEDED SURVEY CONTROL
 CC0758
 CC0758  NAD 83(1986)-  31 04 05.41016(N)    102 37 37.34760(W) AD(       ) 1
 CC0758  NAD 27      -  31 04 04.87500(N)    102 37 35.81400(W) AD(       ) 1
 CC0758  NGVD 29 (07/19/86)  780.5    (m)         2561.     (f) VERT ANG       
 CC0758
 CC0758.Superseded values are not recommended for survey control.
 CC0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0758.See file dsdata.txt to determine how the superseded data were derived.
 CC0758
 CC0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ2640639577(NAD 83)
 CC0758_MARKER: DS = TRIANGULATION STATION DISK
 CC0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0758
 CC0758  HISTORY     - Date     Condition        Report By
 CC0758  HISTORY     - 1935     MONUMENTED       CGS
 CC0758  HISTORY     - 1938     GOOD             CGS
 CC0758  HISTORY     - 1943     GOOD             CGS
 CC0758  HISTORY     - 1968     GOOD             CGS
 CC0758  HISTORY     - 19860321 GOOD             LOCSUR
 CC0758
 CC0758                          STATION DESCRIPTION
 CC0758
 CC0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0758'STATION IS 19 MILES AIRLINE NORTHEAST OF FT. STOCKTON ON TOP OF
 CC0758'FIRST RIDGE NORTH OF THE RAILROAD STOP OF BALDRIDGE, ABOUT 2
 CC0758'MILES DISTANT IN MAGNETIC AZIMUTH 342 DEGREES THEREFROM.  MARK
 CC0758'PROJECTS 6 INCHES.
 CC0758'
 CC0758'REFERENCE MARK 1 IS SOUTH OF STATION AND PROJECTS 5 INCHES.
 CC0758'
 CC0758'REFERENCE MARK 2 IS WEST OF STATION AND PROJECTS 5 INCHES.
 CC0758'
 CC0758'AZIMUTH MARK IS SOUTHWEST OF STATION.  1 FOOT NORTH OF AN
 CC0758'EAST-WEST FENCE LINE AND PROJECTS 5 INCHES.
 CC0758'
 CC0758'STATION IS REACHED FROM THE R.R. DEPOT AT FT. STOCKTON BY
 CC0758'DRIVING EAST ON U.S. 290 FOR 7.2 MILES TO CATTLE GUARD AND
 CC0758'SIGN JOE LANE ON LEFT OF ROAD.  HERE LEAVE 290, TURN LEFT, KEEP
 CC0758'MAIN ROAD TO LEFT OF HOUSE AND GO NORTHERLY 0.8 MILE TO A
 CC0758'GRADED EAST-WEST ROAD.  TURN LEFT OR WEST AND GO 0.3 MILES
 CC0758'TO A ROAD INTERSECTION ON THE RIGHT.  TURN SHARP RIGHT AND GO
 CC0758'IN A NORTHERLY DIRECTION 9.0 MILES TO R.R. TRACKS AND A GATE.
 CC0758'CROSS R.R. TRACKS, PASS THROUGH GATE AND TURN SHARP LEFT
 CC0758'ONTO A TRACK ROAD AND FOLLOW ALONG EAST SIDE OF FENCE FOR 3.0
 CC0758'MILES AND THENCE GENERALLY NORTHEASTERLY ON MAIN TRACKS 1.0
 CC0758'MILE TO A WIRE GATE.  PASS THROUGH WIRE GATE AND TURN SHARP
 CC0758'RIGHT TO FOLLOW EASTERLY ALONG NORTHSIDE OF FENCE FOR 1.7
 CC0758'MILES TO A CLOSED GATE IN FENCE.  AT THIS POINT LEAVE
 CC0758'FENCE AND TURN NORTHERLY AND GO 0.2 MILE TO A DIM TRAIL.  TURN
 CC0758'RIGHT ON DIM TRAIL AND GO 0.4 MILE WESTERLY.  TURN
 CC0758'NORTHWESTERLY AT THIS POINT AND GO ABOUT 25 YARDS TO TOP OF
 CC0758'RIDGE AND STATION.
 CC0758'
 CC0758'A 10 FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CC0758
 CC0758                          STATION RECOVERY (1938)
 CC0758
 CC0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACR)
 CC0758'A BETTER ROUTE ON OPEN COUNTRY ROADS TO STATION, AT POINT
 CC0758'WHERE CROSSING R.R. TRACK, TURN SHARP RIGHT AND FOLLOW COUNTY
 CC0758'ROAD EAST ON NORTH SIDE OF R.R. TRACK TO WESTERN REFINERY AT
 CC0758'BALDRIDGE, FROM THIS POINT TURN LEFT OR NORTH AND FOLLOW COUNTY
 CC0758'ROAD FOR ABOUT 2 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD
 CC0758'AND CONTINUE NORTH TO TOP OF GRADE AND STATION ABOUT 300 FEET
 CC0758'ON WEST SIDE OF ROAD.
 CC0758
 CC0758                          STATION RECOVERY (1943)
 CC0758
 CC0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0758'STATION IS LOCATED 18 MILES WEST-SOUTHWEST OF MC CAMEY BY
 CC0758'AIRLINE, AND 15 MILES NORTHEAST OF FT. STOCKTON BY AIRLINE,
 CC0758'AND 19 MILES NORTHWEST OF BAKERSFIELD BY AIRLINE.
 CC0758'
 CC0758'TO REACH FROM THE JUNCTION OF U.S. 290 AND U.S. 67 AND MAIN
 CC0758'STREET SOUTH OF THE DEPOT IN FT. STOCKTON, GO EAST ON ROUTES
 CC0758'U.S. 290 AND U.S. 67 FOR 4.6 MILES TO A HARD SURFACED T ROAD
 CC0758'LEFT.  TURN LEFT FOR 0.75 MILE TO A T INTERSECTION.  TURN RIGHT
 CC0758'FOR 0.25 MILE TO A CATTLE GUARD.  CROSS GUARD AND CONTINUE ON
 CC0758'MAIN ROAD FOR 1.45 MILES TO FORKS.  TAKE LEFT FORK ON MAIN
 CC0758'ROAD FOR 8.55 MILES TO A RAILROAD CROSSING.  TURN RIGHT AFTER
 CC0758'PASSING OVER TRACKS AND FOLLOW MAIN ROAD ALONG NORTH SIDE OF
 CC0758'TRACKS FOR 2.6 MILES TO A CATTLE GUARD.  CROSS GUARD AND
 CC0758'CONTINUE 1.2 MILES TO A GRADED ROAD NORTH, THIS IS JUST
 CC0758'BEYOND A GROUP OF OIL TANKS.  TURN LEFT AND GO NORTH ON
 CC0758'GRADED ROAD FOR 2.4 MILES TO CROSSROADS AT A CATTLE
 CC0758'GUARD.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE OR TO THE
 CC0758'SEVENTH TELEPHONE POLE NORTH OF CATTLE GUARD.  AT THIS
 CC0758'POINT TURN LEFT AT RIGHT ANGLES TO ROAD AND GO WEST
 CC0758'ACROSS COUNTRY 144 PACES TO STATION.
 CC0758'
 CC0758'STATION IS LOCATED 145 YARDS NORTH OF ROAD OPPOSITE THE
 CC0758'SEVENTH TELEPHONE POLE NORTH OF THE CATTLE GUARD.  A STANDARD
 CC0758'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE BLOCK OF
 CC0758'CONCRETE AND PROJECTS 6 INCHES ABOVE THE GROUND, STAMPED
 CC0758'BALDRIDGE 1935.
 CC0758'
 CC0758'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION.  A STANDARD
 CC0758'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE BLOCK OF
 CC0758'CONCRETE AND PROJECTS 3 INCHES ABOVE THE GROUND, STAMPED
 CC0758'BALDRIDGE NO 1 1935.
 CC0758'
 CC0758'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  A STANDARD
 CC0758'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE BLOCK OF
 CC0758'CONCRETE AND PROJECTS 8 INCHES ABOVE THE GROUND STAMPED BALDRIDGE
 CC0758'NO 2 1935.
 CC0758'
 CC0758'AZIMUTH MARK IS 0.25 MILE EAST OF A CATTLE GUARD ON ROAD,
 CC0758'AND 1.0 FOOT NORTH OF AN EAST WEST FENCE LINE.  A STANDARD
 CC0758'REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH SQUARE BLOCK
 CC0758'PROJECTING 5 INCHES ABOVE THE GROUND STAMPED BALDRIDGE AZIMUTH
 CC0758'1935.
 CC0758'
 CC0758'A 12-FOOT STAND WAS USED OVER THE STATION.
 CC0758
 CC0758                          STATION RECOVERY (1968)
 CC0758
 CC0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0758'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CC0758'CONDITION.  THE DISTANCE AND DIRECTION TO ALL THE MARKS
 CC0758'CHECKED.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 CC0758'
 CC0758'THE STATION IS LOCATED ABOUT 18 MILES WEST-NORTHWEST OF MC CAMEY,
 CC0758'15 MILES NORTHEAST OF FT. STOCKTON, ON THE HIGHEST POINT OF A LOW
 CC0758'RIDGE AND ON PROPERTY OWNED BY MR. BERRY.
 CC0758'
 CC0758'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 67
 CC0758'AND 385 AND FARM ROAD 11 APPROXIMATELY 100-YARDS SOUTHWEST
 CC0758'OF THE POST OFFICE IN GIRVIN, GO WEST ON U.S. HIGHWAY 67 FOR 7.25
 CC0758'MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN SUN VALLEY
 CC0758'FARMS.  TURN RIGHT AND GO NORTHWESTERLY ON GRADED ROAD FOR 5.55
 CC0758'MILES TO RAILROAD CROSSING.  CONTINUE FOR 0.15 MILE TO A SIDE
 CC0758'ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 MILE TO A GATE.  PASS
 CC0758'THROUGH GATE AND GO WESTERLY ALONG NORTH SIDE OF RAILROAD
 CC0758'TRACKS FOR 7.0 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 CC0758'AND GO NORTH FOR 1.6 MILES TO A Y-FORK.  KEEP LEFT FORK AND
 CC0758'CONTINUE NORTH FOR 0.9 MILE TO AN EAST-WEST FENCE.  TURN RIGHT
 CC0758'AND GO EAST FOR 0.06 MILE TO A GATE.  (PASS THROUGH GATE AND GO
 CC0758'EAST ON FIELD ROAD FOR 0.15 MILE TO A Y-FORK.  KEEP LEFT FORK,
 CC0758'STRAIGHT AHEAD AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE
 CC0758'LEFT.) PASS THROUGH GATE, MAKE A U-TURN AND GO WEST FOR 0.05
 CC0758'MILE, THENCE RIGHT AND GO NORTH ON THE MAIN FIELD ROAD FOR 0.25
 CC0758'MILE TO THE TOP OF A LOW RIDGE.  TURN LEFT AND GO WEST
 CC0758'ACROSS FIELD FOR 0.1 MILE TO THE STATION.
 CC0758'
 CC0758'THE STATION MARK IS A STANDARD DISK, STAMPED BALDRIDGE 1935,
 CC0758'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CC0758'10-INCHES.  IT IS 2.6 FEET NORTH OF A METAL WITNESS POST WITH
 CC0758'SIGN ATTACHED.
 CC0758'
 CC0758'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BALDRIDGE NO 1
 CC0758'1935, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 CC0758'THAT PROJECTS 3-INCHES.  IT IS 90.5 FEET SOUTH-SOUTHEAST OF
 CC0758'THE METAL WITNESS POST WITH SIGN ATTACHED.
 CC0758'
 CC0758'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BALDRIDGE NO 2 1935,
 CC0758'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CC0758'10-INCHES.  IT IS 76.0 FEET WEST OF THE METAL WITNESS POST
 CC0758'WITH SIGN.
 CC0758'
 CC0758'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BALDRIDGE 1935,
 CC0758'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 CC0758'PROJECTS 8-INCHES.  IT IS 12.5 FEET NORTH OF THE CENTER OF A FIELD
 CC0758'ROAD AND 1.0 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CC0758'
 CC0758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CC0758'15 MILES NORTHEAST OF FT. STOCKTON.
 CC0758
 CC0758                          STATION RECOVERY (1986)
 CC0758
 CC0758'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (RM)
 CC0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9216 ***********************************************************************
 AF9216  DESIGNATION -  BALDWIN
 AF9216  PID         -  AF9216
 AF9216  STATE/COUNTY-  TX/STONEWALL
 AF9216  USGS QUAD   -  FROG MTN (1981)
 AF9216
 AF9216                         *CURRENT SURVEY CONTROL
 AF9216  ___________________________________________________________________
 AF9216* NAD 83(1993)-  33 07 11.26901(N)    100 07 06.07078(W)     ADJUSTED  
 AF9216* NAVD 88     -       554.9    (meters)    1821.     (feet)  VERTCON   
 AF9216  ___________________________________________________________________
 AF9216  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AF9216  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 AF9216
 AF9216  HORZ ORDER  -  THIRD
 AF9216
 AF9216.The horizontal coordinates were established by classical geodetic methods
 AF9216.and adjusted by the National Geodetic Survey in July 1998..
 AF9216
 AF9216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9216
 AF9216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9216
 AF9216.The geoid height was determined by GEOID03.
 AF9216
 AF9216;                    North         East     Units Scale Factor Converg.
 AF9216;SPC TXNC     - 2,162,300.533   448,989.533   MT  0.99987333   -0 52 57.5
 AF9216;SPC TXNC     - 7,094,147.67  1,473,059.83   sFT  0.99987333   -0 52 57.5
 AF9216;UTM  14      - 3,665,124.171   395,666.845   MT  0.99973421   -0 36 40.0
 AF9216
 AF9216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9216!SPC TXNC     -   0.99991737  x   0.99987333  =   0.99979071
 AF9216!UTM  14      -   0.99991737  x   0.99973421  =   0.99965161
 AF9216
 AF9216                          SUPERSEDED SURVEY CONTROL
 AF9216
 AF9216  NGVD 29 (07/17/98)  554.7    (m)         1820.     (f) VERT ANG       
 AF9216
 AF9216.Superseded values are not recommended for survey control.
 AF9216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9216.See file dsdata.txt to determine how the superseded data were derived.
 AF9216
 AF9216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB9566765124(NAD 83)
 AF9216_MARKER: DB = BENCH MARK DISK
 AF9216
 AF9216  HISTORY     - Date     Condition        Report By
 AF9216  HISTORY     - 1925     MONUMENTED       USGS
 AF9216
 AF9216                          STATION DESCRIPTION
 AF9216
 AF9216'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 AF9216'LOCATED 7 MI. E. OF ASPERMONT, ALONG THE ASPERMONT-RULE RD., ON LAND
 AF9216'OWNED BY J. H. BALDWIN, AND 1 MI. W. OF HIS RESIDENCE, ABOUT 0.25 MI.
 AF9216'S. OF RD. ON S. POINT OF A PROMINENT LONE PEAK.
 AF9216'RECOVERED BY USGS IN 1962 AND REDESCRIBED AS FOLLOWS
 AF9216'STATION LOCATED 3.7 MI. (AIRLINE) WSW. OF OLD GLORY, TEXAS, AND 6.5
 AF9216'MI. (AIRLINE) ESE. OF ASPERMONT, TEXAS, AT THE TOP OF A PROMINENT
 AF9216'POINTED HILL.
 AF9216'TO REACH FROM POST OFFICE IN OLD GLORY, GO W. ON STATE HIGHWAY 24 1.1
 AF9216'MI. TO U.S. HIGHWAY 380, TURN RIGHT (W.) ON HIGHWAY 380 AND GO 3.0 MI.
 AF9216'TO AN OIL FIELD RD. S., TURN LEFT (S.), GO 0.6 MI. S. AND E. TO THE
 AF9216'BASE OF THE S. SIDE OF THE HILL, PACK N. ABOUT FIVE MINUTES TO THE TOP
 AF9216'OF HILL AND STATION.
 AF9216'STATION MARK--STANDARD IRON BENCH MARK POST ENCASED IN CONCRETE AND
 AF9216'STAMPED---TRIANGULATION STATION 1925---.
 AF9216'REFERENCE MARK NO. 1--A CROSS AND ARROW CUT ON VERTICAL SIDE OF
 AF9216'OUTCROPPING ROCK, 13.40 FT. FROM STATION IN DIRECTION 200 DEGREES 28
 AF9216'MINUTES.  (NOT RECOVERED, 1962.)
 AF9216'REFERENCE MARK NO. 2--A CROSS AND ARROW CUT ON VERTICAL SIDE OF
 AF9216'OUTCROPPING ROCK, 13.40 FT. FROM STATION IN DIRECTION 293 DEGREES 28
 AF9216'MINUTES.  (NOT RECOVERED, 1962.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1320 ***********************************************************************
 AJ1320  DESIGNATION -  BALDY
 AJ1320  PID         -  AJ1320
 AJ1320  STATE/COUNTY-  TX/WEBB
 AJ1320  USGS QUAD   -  OILTON (1972)
 AJ1320
 AJ1320                         *CURRENT SURVEY CONTROL
 AJ1320  ___________________________________________________________________
 AJ1320* NAD 83(1993)-  27 25 39.71667(N)    098 59 34.56161(W)     ADJUSTED  
 AJ1320* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 AJ1320  ___________________________________________________________________
 AJ1320  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ1320  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AJ1320
 AJ1320  HORZ ORDER  -  THIRD
 AJ1320
 AJ1320.The horizontal coordinates were established by classical geodetic methods
 AJ1320.and adjusted by the National Geodetic Survey in February 1996..
 AJ1320
 AJ1320.The orthometric height was scaled from a topographic map.
 AJ1320
 AJ1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1320
 AJ1320.The geoid height was determined by GEOID03.
 AJ1320
 AJ1320;                    North         East     Units Scale Factor Converg.
 AJ1320;SPC TX S     - 5,195,204.553   251,264.277   MT  0.99992240   -0 13 25.7
 AJ1320;SPC TX S     -17,044,600.27    824,356.22   sFT  0.99992240   -0 13 25.7
 AJ1320;UTM  14      - 3,033,808.313   500,698.404   MT  0.99960001   +0 00 11.7
 AJ1320
 AJ1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1320!SPC TX S     -   0.99996051  x   0.99992240  =   0.99988291
 AJ1320!UTM  14      -   0.99996051  x   0.99960001  =   0.99956054
 AJ1320
 AJ1320:                Primary Azimuth Mark                     Grid Az
 AJ1320:SPC TX S     -  TANGENT                                  247 17 23.2
 AJ1320:UTM  14      -  TANGENT                                  247 03 45.8
 AJ1320
 AJ1320|---------------------------------------------------------------------|
 AJ1320| PID    Reference Object                     Distance      Geod. Az  |
 AJ1320|                                                           dddmmss.s |
 AJ1320| AJ1395 TANGENT                             APPROX.14.0 KM 2470357.5 |
 AJ1320|---------------------------------------------------------------------|
 AJ1320
 AJ1320                          SUPERSEDED SURVEY CONTROL
 AJ1320
 AJ1320  NAD 83(1986)-  27 25 39.71886(N)    098 59 34.53413(W) AD(       ) 3
 AJ1320  NAD 27      -  27 25 38.63288(N)    098 59 33.40673(W) AD(       ) 3
 AJ1320
 AJ1320.Superseded values are not recommended for survey control.
 AJ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1320.See file dsdata.txt to determine how the superseded data were derived.
 AJ1320
 AJ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR0069833808(NAD 83)
 AJ1320
 AJ1320  HISTORY     - Date     Condition        Report By
 AJ1320  HISTORY     - UNK      MONUMENTED
 AJ1320  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ1320
 AJ1320                          STATION DESCRIPTION
 AJ1320
 AJ1320'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AJ1320'FROM TORRECILLAS RAILROAD STATION TAKE RD. S. IN THE DIRECTION OF
 AJ1320'OJUCLOS RANCH AND GO 3.0 MI. TO TOP OF BLUFF, THEN W. 0.5 MI. STATION
 AJ1320'IS ON W. EDGE OF RD. AND NEAR EDGE OF BLUFF.
 AJ1320'
 AJ1320'STATION NOT FOUND.
 AJ1320'
 AJ1320'STATION MARK - BRONZE TRIANGULATION TABLET SET IN SOLID ROCK.
 AJ1320'
 AJ1320'REFERENCE MARK - BRONZE REFERENCE TABLET SET IN BLUFF, 38.06 FT.,
 AJ1320'N 01 DEG 19 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0934 ***********************************************************************
 BM0934  DESIGNATION -  BALDY
 BM0934  PID         -  BM0934
 BM0934  STATE/COUNTY-  TX/TRAVIS
 BM0934  USGS QUAD   -  MANSFIELD DAM (1986)
 BM0934
 BM0934                         *CURRENT SURVEY CONTROL
 BM0934  ___________________________________________________________________
 BM0934* NAD 83(1993)-  30 26 48.96997(N)    097 58 43.53439(W)     ADJUSTED  
 BM0934* NAVD 88     -       324.9    (meters)    1066.     (feet)  VERTCON   
 BM0934  ___________________________________________________________________
 BM0934  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 BM0934  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 BM0934
 BM0934  HORZ ORDER  -  FIRST
 BM0934
 BM0934.The horizontal coordinates were established by classical geodetic methods
 BM0934.and adjusted by the National Geodetic Survey in February 1996..
 BM0934
 BM0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0934
 BM0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0934
 BM0934.The geoid height was determined by GEOID03.
 BM0934
 BM0934;                    North         East     Units Scale Factor Converg.
 BM0934;SPC TX C     - 3,088,890.838   926,126.043   MT  0.99992824   +1 12 45.9
 BM0934;SPC TX C     -10,134,136.02  3,038,465.19   sFT  0.99992824   +1 12 45.9
 BM0934;UTM  14      - 3,368,754.032   598,054.471   MT  0.99971861   +0 31 03.2
 BM0934
 BM0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0934!SPC TX C     -   0.99995294  x   0.99992824  =   0.99988118
 BM0934!UTM  14      -   0.99995294  x   0.99971861  =   0.99967156
 BM0934
 BM0934|---------------------------------------------------------------------|
 BM0934| PID    Reference Object                     Distance      Geod. Az  |
 BM0934|                                                           dddmmss.s |
 BM0934| CV3707 BALDY RM 2                           21.856 METERS 00402     |
 BM0934| CV3706 BALDY RM 1                           29.727 METERS 08705     |
 BM0934| BM0935 BALDY RM A 1967                      26.844 METERS 25701     |
 BM0934| CV3705 BALDY AZ MK                                        3481756.4 |
 BM0934|---------------------------------------------------------------------|
 BM0934
 BM0934                          SUPERSEDED SURVEY CONTROL
 BM0934
 BM0934  NAD 83(1986)-  30 26 48.98349(N)    097 58 43.52028(W) AD(       ) 1
 BM0934  NAD 27      -  30 26 48.27114(N)    097 58 42.48028(W) AD(       ) 1
 BM0934  NGVD 29 (07/19/86)  324.8    (m)         1066.     (f) VERT ANG       
 BM0934
 BM0934.Superseded values are not recommended for survey control.
 BM0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0934.See file dsdata.txt to determine how the superseded data were derived.
 BM0934
 BM0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9805468754(NAD 83)
 BM0934_MARKER: DS = TRIANGULATION STATION DISK
 BM0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0934_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0934+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BM0934
 BM0934  HISTORY     - Date     Condition        Report By
 BM0934  HISTORY     - 1967     MONUMENTED       CGS
 BM0934  HISTORY     - 1986     GOOD
 BM0934
 BM0934                          STATION DESCRIPTION
 BM0934
 BM0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0934'THE STATION IS ABOUT 15 MILES SOUTH-SOUTHWEST OF LIBERTY HILL, 10
 BM0934'MILES NORTH-NORTHWEST OF BEE CAVE, 4-1/2 MILES SOUTHWEST OF
 BM0934'JONESTOWN, ON A HIGH HILL KNOWN AS BALD MOUNTAIN AND ON PROPERTY
 BM0934'OWNED BY MR. IVAN PEARSON.
 BM0934'
 BM0934'TO REACH THE STATION FROM THE POST OFFICE IN JONESTOWN, GO
 BM0934'SOUTHWESTERLY ON RANCH ROAD 1431 FOR 3.95 MILES TO A ROAD LEFT
 BM0934'AND A SIGN LAGO VISTA HOMES.  TURN LEFT AND GO SOUTHERLY ON
 BM0934'PAVED ROAD FOR 1.25 MILES TO A PAVED ROAD ON THE RIGHT.  (TURN
 BM0934'RIGHT AND GO SOUTH ON PAVED ROAD FOR 0.05 MILE TO THE AZIMUTH
 BM0934'MARK ON THE RIGHT).  CONTINUE SOUTHEAST FOR 0.6 MILE TO A GATE
 BM0934'ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE, AND GO EAST
 BM0934'ON A TRACK ROAD FOR 0.25 MILE.  TURN RIGHT, LEAVING ROAD, AND
 BM0934'WORK WAY SOUTHWESTERLY UP THE EAST SLOPE OF HILL FOR 0.2 MILE
 BM0934'TO THE TOP OF THE HILL AND THE STATION.
 BM0934'
 BM0934'THE STATION MARK IS A STANDARD DISK STAMPED BALDY 1967, SET IN
 BM0934'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND IS FLUSH
 BM0934'WITH THE GROUND SURFACE.  IT IS ON THE HIGHEST POINT OF THE
 BM0934'HILL AND NEAR THE NORTH SLOPE.
 BM0934'
 BM0934'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BALDY NO 1 1967, SET
 BM0934'IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND
 BM0934'SURFACE.  IT IS ON THE NORTHEAST SLOPE OF THE HILL AND ABOUT
 BM0934'5 FEET LOWER THAN THE STATION MARK.
 BM0934'
 BM0934'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BALDY NO 2 1967, SET
 BM0934'IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND
 BM0934'SURFACE.  IT IS ON THE NORTH SLOPE OF THE HILL AND IS ABOUT
 BM0934'4 FEET LOWER THAN THE STATION MARK.
 BM0934'
 BM0934'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BALDY 1967, SET IN A
 BM0934'DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 BM0934'GROUND SURFACE.  IT IS 67.5 FEET NORTH OF A POWERLINE, 25 FEET
 BM0934'WEST OF THE CENTER OF A PAVED ROAD AND 21.5 FEET SOUTH OF A CURVE
 BM0934'SIGN ON A WOODEN POST.
 BM0934'
 BM0934'HEIGHT OF LIGHT ABOVE STATION MARK 14.7 METERS.
 BM0934
 BM0934                          STATION RECOVERY (1986)
 BM0934
 BM0934'RECOVERED 1986
 BM0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3179 ***********************************************************************
 CS3179  DESIGNATION -  BALDY
 CS3179  PID         -  CS3179
 CS3179  STATE/COUNTY-  TX/PARKER
 CS3179  USGS QUAD   -  ADELL (1979)
 CS3179
 CS3179                         *CURRENT SURVEY CONTROL
 CS3179  ___________________________________________________________________
 CS3179* NAD 83(1993)-  32 55 26.48086(N)    097 58 47.96010(W)     ADJUSTED  
 CS3179* NAVD 88     -       359.8    (meters)    1180.     (feet)  VERTCON   
 CS3179  ___________________________________________________________________
 CS3179  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 CS3179  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CS3179
 CS3179  HORZ ORDER  -  THIRD
 CS3179
 CS3179.The horizontal coordinates were established by classical geodetic methods
 CS3179.and adjusted by the National Geodetic Survey in February 1996..
 CS3179
 CS3179.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3179
 CS3179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3179
 CS3179.The geoid height was determined by GEOID03.
 CS3179
 CS3179;                    North         East     Units Scale Factor Converg.
 CS3179;SPC TXNC     - 2,139,548.129   648,632.042   MT  0.99987509   +0 17 01.0
 CS3179;SPC TXNC     - 7,019,500.82  2,128,053.62   sFT  0.99987509   +0 17 01.0
 CS3179;UTM  14      - 3,643,325.550   595,368.847   MT  0.99971214   +0 33 16.0
 CS3179
 CS3179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3179!SPC TXNC     -   0.99994803  x   0.99987509  =   0.99982313
 CS3179!UTM  14      -   0.99994803  x   0.99971214  =   0.99966019
 CS3179
 CS3179:                Primary Azimuth Mark                     Grid Az
 CS3179:SPC TXNC     -  BLUFF                                    073 42 24.5
 CS3179:UTM  14      -  BLUFF                                    073 26 09.5
 CS3179
 CS3179|---------------------------------------------------------------------|
 CS3179| PID    Reference Object                     Distance      Geod. Az  |
 CS3179|                                                           dddmmss.s |
 CS3179| CS3178 BLUFF                               APPROX. 6.4 KM 0735925.5 |
 CS3179|---------------------------------------------------------------------|
 CS3179
 CS3179                          SUPERSEDED SURVEY CONTROL
 CS3179
 CS3179  NAD 83(1993)-  32 55 26.48482(N)    097 58 47.94639(W) AD(       ) 3
 CS3179  NAD 83(1986)-  32 55 26.48433(N)    097 58 47.94378(W) AD(       ) 3
 CS3179  NAD 27      -  32 55 26.04137(N)    097 58 46.79570(W) AD(       ) 3
 CS3179  NGVD 29 (07/19/86)  359.7    (m)         1180.     (f) VERT ANG       
 CS3179
 CS3179.Superseded values are not recommended for survey control.
 CS3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3179.See file dsdata.txt to determine how the superseded data were derived.
 CS3179
 CS3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB9536943326(NAD 83)
 CS3179_MARKER: DD = SURVEY DISK
 CS3179_SETTING: 66 = SET IN ROCK OUTCROP
 CS3179_SP_SET: SET IN A ROCK LEDGE
 CS3179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS3179+STABILITY: POSITION/ELEVATION WELL
 CS3179
 CS3179  HISTORY     - Date     Condition        Report By
 CS3179  HISTORY     - 1958     MONUMENTED       USGS
 CS3179
 CS3179                          STATION DESCRIPTION
 CS3179
 CS3179'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS3179'STATION IS LOCATED ABOUT 10.5 MI. (AIRLINE) NE. OF MINERAL WELLS,
 CS3179'PALO PINTO CO., TEXAS, ABOUT 2.9 MI. (AIRLINE) SE. OF WHITT, PARKER
 CS3179'CO., TEXAS, AND ABOUT 200 FT. NE. OF TEXAS FARM ROAD 52, ON THE
 CS3179'HIGHEST POINT OF A BARE ROCKY HILL.
 CS3179'
 CS3179'TO REACH STATION FROM THE POST OFFICE AT WHITT, PROCEED SE. ON FARM
 CS3179'ROAD 52 3.1 MI. TO RD. AT SUMMIT, LEAVE TRUCK AND PACK 200 FT. NE. TO
 CS3179'TOP OF HILL AND STATION.
 CS3179'
 CS3179'STATION MARK--A STANDARD USGS TABLET CEMENTED INTO ROCK LEDGE LEVEL
 CS3179'WITH SURROUNDING GROUND, STAMPED ---BALDY 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0414 ***********************************************************************
 BQ0414  DESIGNATION -  BALDY
 BQ0414  PID         -  BQ0414
 BQ0414  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0414  USGS QUAD   -  MOUNT LIVERMORE (1978)
 BQ0414
 BQ0414                         *CURRENT SURVEY CONTROL
 BQ0414  ___________________________________________________________________
 BQ0414* NAD 83(1993)-  30 38 08.16078(N)    104 10 25.29518(W)     ADJUSTED  
 BQ0414* NAVD 88     -      2554.5    (meters)    8381.     (feet)  VERTCON   
 BQ0414  ___________________________________________________________________
 BQ0414  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 BQ0414  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 BQ0414
 BQ0414  HORZ ORDER  -  FIRST
 BQ0414
 BQ0414.The horizontal coordinates were established by classical geodetic methods
 BQ0414.and adjusted by the National Geodetic Survey in February 1996..
 BQ0414
 BQ0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0414
 BQ0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0414
 BQ0414.The geoid height was determined by GEOID03.
 BQ0414
 BQ0414;                    North         East     Units Scale Factor Converg.
 BQ0414;SPC TX C     - 3,113,765.099   331,951.209   MT  0.99990199   -1 58 40.8
 BQ0414;SPC TX C     -10,215,744.33  1,089,076.59   sFT  0.99990199   -1 58 40.8
 BQ0414;UTM  13      - 3,389,509.397   579,183.963   MT  0.99967735   +0 25 15.9
 BQ0414
 BQ0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0414!SPC TX C     -   0.99960235  x   0.99990199  =   0.99950438
 BQ0414!UTM  13      -   0.99960235  x   0.99967735  =   0.99927983
 BQ0414
 BQ0414:                Primary Azimuth Mark                     Grid Az
 BQ0414:SPC TX C     -  BLACK MOUNTAIN                           064 15 25.0
 BQ0414:UTM  13      -  BLACK MOUNTAIN                           061 51 28.3
 BQ0414
 BQ0414|---------------------------------------------------------------------|
 BQ0414| PID    Reference Object                     Distance      Geod. Az  |
 BQ0414|                                                           dddmmss.s |
 BQ0414| BP0943 BLACK MOUNTAIN                      APPROX.20.8 KM 0621644.2 |
 BQ0414| CH7891 BALDY RM 2                            5.480 METERS 08627     |
 BQ0414| CH7889 BALDY AZ MK                                        0865230.9 |
 BQ0414| BQ0415 BALDY                                 5.600 METERS 08740     |
 BQ0414| CI0286 BALDY RM DRILL HOLE                   5.098 METERS 08754     |
 BQ0414| CH7890 BALDY RM 1                            5.420 METERS 11640     |
 BQ0414| BA0458 GOAT MOUNTAIN NORTHWEST END                        1674706.5 |
 BQ0414| BQ0422 FLAT CONE SE BORACHO                APPROX.39.8 KM 3283701.4 |
 BQ0414|---------------------------------------------------------------------|
 BQ0414
 BQ0414                          SUPERSEDED SURVEY CONTROL
 BQ0414
 BQ0414  NAD 83(1986)-  30 38 08.15930(N)    104 10 25.29467(W) AD(       ) 1
 BQ0414  NAD 27      -  30 38 07.61900(N)    104 10 23.61100(W) AD(       ) 1
 BQ0414  NGVD 29 (07/19/86) 2553.7    (m)         8378.     (f) VERT ANG       
 BQ0414
 BQ0414.Superseded values are not recommended for survey control.
 BQ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0414.See file dsdata.txt to determine how the superseded data were derived.
 BQ0414
 BQ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP7918489509(NAD 83)
 BQ0414_MARKER: DS = TRIANGULATION STATION DISK
 BQ0414_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0414_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BQ0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0414+STABILITY: POSITION/ELEVATION WELL
 BQ0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BQ0414+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BQ0414
 BQ0414  HISTORY     - Date     Condition        Report By
 BQ0414  HISTORY     - 1917     MONUMENTED       CGS
 BQ0414  HISTORY     - 1942     GOOD             CGS
 BQ0414  HISTORY     - 1977     GOOD             CGS
 BQ0414  HISTORY     - 1986     GOOD
 BQ0414
 BQ0414                          STATION DESCRIPTION
 BQ0414
 BQ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BQ0414'ON BALDY PEAK, ABOUT 25 MILES NW OF MARFA, 15 MILES E OF
 BQ0414'VALENTINE, 10 METERS (33 FEET) E OF W END OF NARROW-TOPPED
 BQ0414'RIDGE ABOUT 3 METERS (10 FEET) WIDE AT STATION, AND 3 METERS
 BQ0414'(10 FEET) E OF LARGE HOLE.  STATION MARKED BY A STANDARD DISK
 BQ0414'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  REFERENCE MARK
 BQ0414'IS A STANDARD DISK WEDGED IN A DRILL HOLE IN OUTCROPPING
 BQ0414'BEDROCK, ON THE S SIDE OF CLIFF 1/2 METER (2 FEET) LOWER THAN
 BQ0414'AND 5.43 METERS (17.8 FEET) FROM STATION S 63 DEG 23 MIN E.
 BQ0414'BALDY (U.S.G.S.) IS DISTANT 5.60 METERS (18.4
 BQ0414'FEET) FROM STATION N 67 DEG 44 MIN E.  A SMALL HOLE IS
 BQ0414'DISTANT 5.095 METERS (16.72 FEET) IN SAME AZIMUTH.
 BQ0414
 BQ0414                          STATION RECOVERY (1942)
 BQ0414
 BQ0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0414'STATION IS LOCATED ON BALDY PEAK WHICH IS HIGHEST POINT OF
 BQ0414'LIVERMORE MOUNTAIN AND THE HIGHEST MOUNTAIN IN THE DAVIS RANGE,
 BQ0414'ABOUT 25 MILES NW OF MARFA, 20 MILES ENE OF VALENTINE, AND 17
 BQ0414'MILES WNW OF FORT DAVIS.  THE STATION MARK IS NOT STAMPED.
 BQ0414'
 BQ0414'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN DRILL
 BQ0414'HOLES IN OUTCROPPING BEDROCK.
 BQ0414'
 BQ0414'REFERENCE MARK NO. 1 IS 1 FOOT LOWER THAN THE STATION MARK.
 BQ0414'THERE IS NO STAMPING ON THE MARK.
 BQ0414'
 BQ0414'REFERENCE MARK NO. 2 IS 1 FOOT LOWER THAN THE STATION MARK.
 BQ0414'IT IS STAMPED BALDY NO. 2 1942.
 BQ0414'
 BQ0414'THERE IS A U.S.G.S. MARK E OF STATION.  IT IS A TRIANGLE CARVED
 BQ0414'IN BEDROCK WITH THE LETTERS US UNDERNEATH IT.
 BQ0414'
 BQ0414'A REFERENCE POINT IS A HOLE 1 INCH IN DIAMETER, DRILLED IN
 BQ0414'BEDROCK.
 BQ0414'
 BQ0414'THE AZIMUTH MARK IS ON A ROCKY RIDGE WHICH IS ABOUT 250 FEET
 BQ0414'LOWER THAN THE STATION MARK.  IT IS STAMPED BALDY 1942.
 BQ0414'
 BQ0414'TO REACH STATION FROM THE POST OFFICE IN FORT DAVIS GO S AND
 BQ0414'W ON STATE HIGHWAY 17 FOR 3.4 MILES TO FORKS, TAKE RIGHT FORK,
 BQ0414'VALENTINE ROAD 10.8 MILES TO A TRACK ROAD ON RIGHT AND SIGN
 BQ0414'FRIEND, TAKE THE TRACK ROAD, GO NORTHERLY 2.2 MILES TO THE J.W.
 BQ0414'FRIEND RANCH YARD, PASS AROUND TO THE RIGHT OF THE RANCH
 BQ0414'BUILDINGS AND GO THROUGH A WOODEN GATE AT THE W SIDE OF THE BARN,
 BQ0414'FOLLOW A TRACK ROAD N AND E 5.7 MILES TO A CROSS ROAD, TURN
 BQ0414'SHARP LEFT, NORTHWESTERLY, GO 0.6 MILE TO THE FRIEND UPPER
 BQ0414'RANCH, PASS TO THE RIGHT OF THE RANCH HOUSE, GO THROUGH A
 BQ0414'WIRE GATE AND CONTINUE NORTHWESTERLY ON A TRACK ROAD 1.2 MILES
 BQ0414'TO FORKS, TAKE LEFT FORK, GO 0.3 MILE TO A POINT WHERE
 BQ0414'TRACK ROAD ENDS AND END OF TRUCK TRAVEL.  A TRUCK WITH LOW
 BQ0414'GEAR MAY BE DRIVEN UP THE RIDGE FURTHER, HOWEVER, SINCE THE
 BQ0414'PACK MAY BE MADE BY HORSES NOT MUCH IS TO BE GAINED BY DRIVING
 BQ0414'A TRUCK FURTHER.  FROM HERE PACK NW UP THE RIDGE ON A WELL
 BQ0414'DEFINED TRAIL, AROUND TO THE RIGHT OF A MESA WITH CAPROCK TO A
 BQ0414'SMALL SADDLE FOR A DISTANCE OF 2 MILES, CONTINUE ON THE
 BQ0414'TRAIL IN A NORTHWESTERLY DIRECTION 1/2 MILE TO A FENCE LINE,
 BQ0414'FOLLOW THIS FENCE LINE 1-1/2 MILES TO A POINT JUST BELOW THE
 BQ0414'PEAK ON WHICH THE STATION IS LOCATED.  FROM HERE BACK PACK UP
 BQ0414'A ROCKY RIDGE IN A NORTHERLY DIRECTION TO TOP AND STATION.  A
 BQ0414'4-HOUR HORSE PACK AND 10-MINUTE BACK PACK.  HORSES AND PACKER
 BQ0414'MAY BE RENTED AT THE FRIEND RANCH.
 BQ0414
 BQ0414                          STATION RECOVERY (1977)
 BQ0414
 BQ0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1977 (WVM)
 BQ0414'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 BQ0414'GOOD CONDITION. ALL DISTANCES AND DIRECTIONS TO MARKS CHECKED.
 BQ0414'
 BQ0414'STATION IS LOCATED ON BALDY PEAK WHICH IS HIGHEST POINT OF
 BQ0414'LIVERMORE MOUNTAIN AND THE HIGHEST MOUNTAIN IN THE DAVIS RANGE,
 BQ0414'ABOUT 25 MILES NORTHWEST OF MARFA, 20 MILES EAST-NORTHEAST
 BQ0414'OF VALENTINE AND 17 MILES WEST-NORTHWEST OF FORT DAVIS.
 BQ0414'ON PROPERTY OWNED BY MR. DON MCIVOR, FORT DAVIS, TEXAS 79734.
 BQ0414'TELEPHONE NUMBER 915 426 3324.
 BQ0414'
 BQ0414'THE STATION WAS REACHED AT THIS TIME BY HELICOPTER, HOWEVER,
 BQ0414'IT CAN BE REACHED BY VEHICLE AND PACKING. TO REACH FROM THE
 BQ0414'POST OFFICE IN FORT DAVIS, GO SOUTH ON STATE HIGHWAYS 17 AND
 BQ0414'118 FOR 0.05 MILE TO HIGHWAYS SPLIT.  TURN RIGHT, GO SOUTHWEST
 BQ0414'FOR 2.3 MILES TO THE JUNCTION OF STATE HIGHWAY 166.  TURN RIGHT,
 BQ0414'GO WEST-SOUTHWEST FOLLOWING STATE HIGHWAY 166 FOR 10.8 MILES TO
 BQ0414'A SIDE ROAD RIGHT AT SIGN (DAVIS MOUNTAIN RESORT).  TURN RIGHT,
 BQ0414'GO NORTHERLY ON GRAVELED ROAD FOR 3.35 MILES TO A CATTLE
 BQ0414'GUARD.  CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 1.2 MILES
 BQ0414'TO THE DAVIS MOUNTAIN RESORT OFFICE.  HERE CONTINUE STRAIGHT
 BQ0414'AHEAD FOR 0.35 MILE TO A SIDE ROAD LEFT, COLLEEN CANYON
 BQ0414'TRAIL.  TURN LEFT, FOLLOW COLLEEN CANYON TRAIL FOR
 BQ0414'0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, FOLLOW MAIN
 BQ0414'TRAVELED ROAD FOR 1.25 MILES TO A DIM TRACK ROAD LEFT,
 BQ0414'HERE A 4WD WILL BE NEEDED.  TURN LEFT, FOLLOW TRACK ROAD
 BQ0414'UPHILL FOR 0.35 MILE TO A FORK.  HERE TURN LEFT, FOLLOW
 BQ0414'TRACK ROAD FOR ABOUT 0.2 MILE TO THE END OF TRUCK TRAVEL.
 BQ0414'FROM HERE PACK UPHILL ALONG RIDGE FOR ABOUT 45 MINUTES TO A
 BQ0414'SMALL CORRAL AND FENCE LINE.  HERE TURN RIGHT, FOLLOW
 BQ0414'FENCELINE FOR 30 MINUTES TO THE INTERSECTION OF ANOTHER
 BQ0414'FENCELINE.  HERE CONTINUE STRAIGHT AHEAD FOLLOWING FENCELINE
 BQ0414'FOR ABOUT 1-1/2 HOURS TO THE BASE OF MT. LIVERMORE.
 BQ0414'FROM HERE PACK UPHILL FOR ABOUT 10 MINUTES TO THE HIGHEST POINT
 BQ0414'AND THE STATION.
 BQ0414'
 BQ0414'STATION MARK, STAMPED---DISK IS NOT STAMPED---, IS A STANDARD
 BQ0414'DISK CEMENTED IN A DRILL HOLE IN AN EXPOSED LEDGE OF
 BQ0414'OUTCROPPING BEDROCK.  NO LOCAL MEASUREMENTS WERE TAKEN.
 BQ0414'
 BQ0414'REFERENCE MARK NO 1, STAMPED---DISK IS NOT STAMPED---, IS A
 BQ0414'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE THAT IS
 BQ0414'FLUSH WITH BEDROCK SURFACE.  IT IS 1 FOOT LOWER THAN THE
 BQ0414'STATION MARK.
 BQ0414'
 BQ0414'REFERENCE MARK NO 2, STAMPED---BALDY NO 2 1942---, IS A
 BQ0414'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE AND FLUSH
 BQ0414'WITH BEDROCK SURFACE.  IT IS 1 FOOT LOWER THAN THE STATION
 BQ0414'MARK.
 BQ0414'
 BQ0414'THE AZIMUTH MARK, STAMPED---BALDY 1942---, IS STANDARD AZIMUTH
 BQ0414'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 BQ0414'IS LOCATED ON A ROCKY RIDGE WHICH IS ABOUT 250 FEET LOWER THAN
 BQ0414'THE STATION MARK.
 BQ0414'
 BQ0414'HEIGHT OF LIGHT SHOWN 1.5 METERS.
 BQ0414
 BQ0414                          STATION RECOVERY (1986)
 BQ0414
 BQ0414'RECOVERED 1986
 BQ0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0415 ***********************************************************************
 BQ0415  DESIGNATION -  BALDY
 BQ0415  PID         -  BQ0415
 BQ0415  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0415  USGS QUAD   -  MOUNT LIVERMORE (1978)
 BQ0415
 BQ0415                         *CURRENT SURVEY CONTROL
 BQ0415  ___________________________________________________________________
 BQ0415* NAD 83(1993)-  30 38 08.16816(N)    104 10 25.08506(W)     ADJUSTED  
 BQ0415* NAVD 88     -      2553.     (meters)    8376.     (feet)  SCALED    
 BQ0415  ___________________________________________________________________
 BQ0415  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 BQ0415  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 BQ0415
 BQ0415  HORZ ORDER  -  SECOND
 BQ0415
 BQ0415.The horizontal coordinates were established by classical geodetic methods
 BQ0415.and adjusted by the National Geodetic Survey in February 1996..
 BQ0415
 BQ0415.The orthometric height was scaled from a topographic map.
 BQ0415
 BQ0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0415
 BQ0415.The geoid height was determined by GEOID03.
 BQ0415
 BQ0415;                    North         East     Units Scale Factor Converg.
 BQ0415;SPC TX C     - 3,113,765.133   331,956.809   MT  0.99990199   -1 58 40.7
 BQ0415;SPC TX C     -10,215,744.44  1,089,094.96   sFT  0.99990199   -1 58 40.7
 BQ0415;UTM  13      - 3,389,509.665   579,189.555   MT  0.99967736   +0 25 16.0
 BQ0415
 BQ0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0415!SPC TX C     -   0.99960262  x   0.99990199  =   0.99950465
 BQ0415!UTM  13      -   0.99960262  x   0.99967736  =   0.99928011
 BQ0415
 BQ0415                          SUPERSEDED SURVEY CONTROL
 BQ0415
 BQ0415  NAD 83(1986)-  30 38 08.16667(N)    104 10 25.08451(W) AD(       ) 2
 BQ0415  NAD 27      -  30 38 07.62700(N)    104 10 23.40100(W) AD(       ) 2
 BQ0415
 BQ0415.Superseded values are not recommended for survey control.
 BQ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0415.See file dsdata.txt to determine how the superseded data were derived.
 BQ0415
 BQ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP7919089510(NAD 83)
 BQ0415_MARKER: T = CHISELED TRIANGLE
 BQ0415_SETTING: 0 = UNSPECIFIED SETTING
 BQ0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0415
 BQ0415  HISTORY     - Date     Condition        Report By
 BQ0415  HISTORY     - 1917     MONUMENTED       CGS
 BQ0415
 BQ0415                          STATION DESCRIPTION
 BQ0415
 BQ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BQ0415'STATION IS ON BALDY PEAK, ABOUT 25 MILES NW OF MARFA.
 BQ0415'
 BQ0415'STATION IS MARKED BY TRIANGLE 6 INCHES ON A SIDE AND 1 INCH
 BQ0415'DEEP WITH SMALL KNOB IN MIDDLE, CUT IN ROCK WITH LETTERS U.S.
 BQ0415'
 BQ0415'STATION BALDY IS DISTANT 5.60 METERS (18.4 FEET)
 BQ0415'S 87 DEG 44 MIN W.  A SMALL HOLE IS DISTANT 0.505 METER (1.66 FEET)
 BQ0415'IN SAME AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0935 ***********************************************************************
 BM0935  DESIGNATION -  BALDY RM A 1967
 BM0935  PID         -  BM0935
 BM0935  STATE/COUNTY-  TX/TRAVIS
 BM0935  USGS QUAD   -  MANSFIELD DAM (1986)
 BM0935
 BM0935                         *CURRENT SURVEY CONTROL
 BM0935  ___________________________________________________________________
 BM0935* NAD 83(1993)-  30 26 48.77419(N)    097 58 44.51480(W)     ADJUSTED  
 BM0935* NAVD 88     -       322.8    (meters)    1059.     (feet)  VERTCON   
 BM0935  ___________________________________________________________________
 BM0935  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 BM0935  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 BM0935
 BM0935  HORZ ORDER  -  FIRST
 BM0935
 BM0935.The horizontal coordinates were established by classical geodetic methods
 BM0935.and adjusted by the National Geodetic Survey in February 1996..
 BM0935
 BM0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0935
 BM0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0935
 BM0935.The geoid height was determined by GEOID03.
 BM0935
 BM0935;                    North         East     Units Scale Factor Converg.
 BM0935;SPC TX C     - 3,088,884.258   926,100.020   MT  0.99992825   +1 12 45.4
 BM0935;SPC TX C     -10,134,114.44  3,038,379.82   sFT  0.99992825   +1 12 45.4
 BM0935;UTM  14      - 3,368,747.768   598,028.376   MT  0.99971855   +0 31 02.7
 BM0935
 BM0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0935!SPC TX C     -   0.99995327  x   0.99992825  =   0.99988152
 BM0935!UTM  14      -   0.99995327  x   0.99971855  =   0.99967183
 BM0935
 BM0935|---------------------------------------------------------------------|
 BM0935| PID    Reference Object                     Distance      Geod. Az  |
 BM0935|                                                           dddmmss.s |
 BM0935| BM0934 BALDY                                26.844 METERS 07701     |
 BM0935| BN0592 SUNSET                              APPROX.12.7 KM 3355247.0 |
 BM0935|---------------------------------------------------------------------|
 BM0935
 BM0935                          SUPERSEDED SURVEY CONTROL
 BM0935
 BM0935  NAD 83(1986)-  30 26 48.78772(N)    097 58 44.50062(W) AD(       ) 1
 BM0935  NAD 27      -  30 26 48.07537(N)    097 58 43.46067(W) AD(       ) 1
 BM0935  NGVD 29 (07/19/86)  322.7    (m)         1059.     (f) VERT ANG       
 BM0935
 BM0935.Superseded values are not recommended for survey control.
 BM0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0935.See file dsdata.txt to determine how the superseded data were derived.
 BM0935
 BM0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9802868748(NAD 83)
 BM0935_MARKER: DS = TRIANGULATION STATION DISK
 BM0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0935+STABILITY: SURFACE MOTION
 BM0935
 BM0935  HISTORY     - Date     Condition        Report By
 BM0935  HISTORY     - 1967     MONUMENTED       CGS
 BM0935
 BM0935                          STATION DESCRIPTION
 BM0935
 BM0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0935'THE STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHWEST OF LIBERTY
 BM0935'HILL, 10 MILES NORTHWEST OF BEE CAVE, 4-1/2 MILES SOUTHWEST OF
 BM0935'JONESTOWN, ON A HIGH HILL KNOWN AS BALD MOUNTAIN AND ON PROPERTY
 BM0935'OWNED BY MR. IVAN PEARSON.
 BM0935'
 BM0935'THE STATION IS A STANDARD DISK STAMPED BALDY RM A 1967, SET IN
 BM0935'TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER FLUSH WITH
 BM0935'THE SURFACE OF THE GROUND.  IT IS 25 FEET EAST OF A DROP OFF
 BM0935'TO THE WEST, 15 FEET WEST OF A SLOPE UPWARD TO THE EAST.
 BM0935'
 BM0935'A TRAVERSE CONNECTION WAS MADE TO BALDY 1967.
 BM0935'
 BM0935'FOR A ROUTE TO REACH THE STATION, SEE THE DESCRIPTION FOR BALDY
 BM0935'1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0731 ***********************************************************************
 EN0731  DESIGNATION -  BALL
 EN0731  PID         -  EN0731
 EN0731  STATE/COUNTY-  TX/MOTLEY
 EN0731  USGS QUAD   -  HORNICA CREEK (1981)
 EN0731
 EN0731                         *CURRENT SURVEY CONTROL
 EN0731  ___________________________________________________________________
 EN0731* NAD 83(1993)-  34 13 14.91154(N)    100 48 55.19852(W)     ADJUSTED  
 EN0731* NAVD 88     -       682.     (meters)    2238.     (feet)  SCALED    
 EN0731  ___________________________________________________________________
 EN0731  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EN0731  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EN0731
 EN0731  HORZ ORDER  -  SECOND
 EN0731
 EN0731.The horizontal coordinates were established by classical geodetic methods
 EN0731.and adjusted by the National Geodetic Survey in February 1996..
 EN0731
 EN0731.The orthometric height was scaled from a topographic map.
 EN0731
 EN0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0731
 EN0731.The geoid height was determined by GEOID03.
 EN0731
 EN0731;                    North         East     Units Scale Factor Converg.
 EN0731;SPC TXNC     - 2,285,602.234   386,653.549   MT  1.00008080   -1 15 46.0
 EN0731;SPC TXNC     - 7,498,680.00  1,268,545.85   sFT  1.00008080   -1 15 46.0
 EN0731;SPC TX N     - 1,024,715.703   263,096.202   MT  1.00012710   +0 23 48.4
 EN0731;SPC TX N     - 3,361,921.44    863,174.79   sFT  1.00012710   +0 23 48.4
 EN0731;UTM  14      - 3,788,129.319   332,782.588   MT  0.99994468   -1 01 16.1
 EN0731
 EN0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0731!SPC TXNC     -   0.99989728  x   1.00008080  =   0.99997808
 EN0731!SPC TX N     -   0.99989728  x   1.00012710  =   1.00002437
 EN0731!UTM  14      -   0.99989728  x   0.99994468  =   0.99984197
 EN0731
 EN0731|---------------------------------------------------------------------|
 EN0731| PID    Reference Object                     Distance      Geod. Az  |
 EN0731|                                                           dddmmss.s |
 EN0731| CX7546 BALL RM 1                             7.832 METERS 09016     |
 EN0731| EN0730 BALL 1964 ECC                        23.415 METERS 13017     |
 EN0731| CX7547 BALL RM 2                             6.452 METERS 18209     |
 EN0731| CX7545 BALL AZ MK                                         2774202.0 |
 EN0731|---------------------------------------------------------------------|
 EN0731
 EN0731                          SUPERSEDED SURVEY CONTROL
 EN0731
 EN0731  NAD 83(1993)-  34 13 14.91317(N)    100 48 55.19729(W) AD(       ) 2
 EN0731  NAD 83(1986)-  34 13 14.91638(N)    100 48 55.19202(W) AD(       ) 2
 EN0731  NAD 27      -  34 13 14.67768(N)    100 48 53.70433(W) AD(       ) 2
 EN0731
 EN0731.Superseded values are not recommended for survey control.
 EN0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0731.See file dsdata.txt to determine how the superseded data were derived.
 EN0731
 EN0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC3278388129(NAD 83)
 EN0731_MARKER: DS = TRIANGULATION STATION DISK
 EN0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0731
 EN0731  HISTORY     - Date     Condition        Report By
 EN0731  HISTORY     - 1964     MONUMENTED       CGS
 EN0731
 EN0731                          STATION DESCRIPTION
 EN0731
 EN0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0731'STATION IS LOCATED, AIRLINE, ABOUT 14-1/2 MILES NORTH OF MATADOR, 12
 EN0731'1/2 MILES SOUTH SOUTHEAST OF TURKEY, 10 MILES EAST OF FLOMOT, 4
 EN0731'MILES EAST OF STATE HIGHWAY 70 AND IN AN OPENING IN A NORTH-SOUTH
 EN0731'ROW OF TREES.
 EN0731'
 EN0731'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FLOMOT, GO EAST ON
 EN0731'FARM ROAD 97 FOR 6.0 MILES TO JUNCTION OF STATE HIGHWAY 70.  TURN
 EN0731'RIGHT, ON HIGHWAY 70, AND GO 1.5 MILES TO A SIDE ROAD LEFT.  TURN
 EN0731'LEFT, GRAVELED ROAD, AND FOLLOW MAIN ROAD, EASTERLY, FOR 3.7 MILES
 EN0731'TO A SIDE ROAD RIGHT.  CONTINUE EASTERLY, ON THE MAIN ROAD, FOR 1.5
 EN0731'MILES TO THE AZIMUTH MARK ON A SAND RIDGE ON THE LEFT.  CONTINUE
 EN0731'EASTERLY FOR 0.3 MILE TO A T ROAD JUNCTION.  TURN RIGHT AND GO
 EN0731'0.05 MILE TO THE STATION ON THE LEFT.
 EN0731'
 EN0731'STATION MARK IS A STANDARD DISK, STAMPED BALL 1964, SET IN TOP OF A
 EN0731'12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 247 FEET
 EN0731'SOUTH SOUTHEAST OF THE INTERSECTION OF THE CENTERLINES OF THE T
 EN0731'ROAD, 44.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 5.5 FEET EAST OF
 EN0731'A METAL WITNESS POST AND IN A SMALL CLEARING IN THE ROW OF TREES.
 EN0731'
 EN0731'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BALL NO 1 1964, SET IN
 EN0731'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 EN0731'1-1/2 FEET LOWER THAN THE STATION.  IT IS 70 FEET EAST OF THE
 EN0731'CENTERLINE OF THE ROAD.
 EN0731'
 EN0731'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BALL NO 2 1964, SET IN
 EN0731'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND AND 1
 EN0731'FOOT LOWER THAN THE STATION.  IT IS 44 FEET EAST OF THE CENTERLINE OF
 EN0731'THE ROAD.
 EN0731'
 EN0731'AZIMUTH MARK IS A STANDARD DISK, STAMPED BALL 1964, SET IN TOP OF A
 EN0731'12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 44 FEET
 EN0731'NORTH OF THE CENTERLINE OF THE ROAD, 25.5 FEET NORTHEAST OF A
 EN0731'FENCE CORNER POST AND 3 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1462 ***********************************************************************
 DN1462  DESIGNATION -  BALL
 DN1462  PID         -  DN1462
 DN1462  STATE/COUNTY-  TX/COOKE
 DN1462  USGS QUAD   -  MUENSTER EAST (1978)
 DN1462
 DN1462                         *CURRENT SURVEY CONTROL
 DN1462  ___________________________________________________________________
 DN1462* NAD 83(1993)-  33 39 13.32970(N)    097 16 02.13936(W)     ADJUSTED  
 DN1462* NAVD 88     -       280.4    (meters)     920.     (feet)  VERTCON   
 DN1462  ___________________________________________________________________
 DN1462  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 DN1462  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN1462
 DN1462  HORZ ORDER  -  THIRD
 DN1462
 DN1462.The horizontal coordinates were established by classical geodetic methods
 DN1462.and adjusted by the National Geodetic Survey in February 1996..
 DN1462
 DN1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1462
 DN1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1462
 DN1462.The geoid height was determined by GEOID03.
 DN1462
 DN1462;                    North         East     Units Scale Factor Converg.
 DN1462;SPC TXNC     - 2,221,018.082   714,335.503   MT  0.99992770   +0 40 20.4
 DN1462;SPC TXNC     - 7,286,790.16  2,343,615.73   sFT  0.99992770   +0 40 20.4
 DN1462;UTM  14      - 3,725,106.908   660,670.623   MT  0.99991826   +0 57 37.6
 DN1462
 DN1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1462!SPC TXNC     -   0.99996000  x   0.99992770  =   0.99988770
 DN1462!UTM  14      -   0.99996000  x   0.99991826  =   0.99987826
 DN1462
 DN1462                          SUPERSEDED SURVEY CONTROL
 DN1462
 DN1462  NAD 83(1993)-  33 39 13.33039(N)    097 16 02.13765(W) AD(       ) 3
 DN1462  NAD 83(1986)-  33 39 13.33622(N)    097 16 02.12625(W) AD(       ) 3
 DN1462  NGVD 29 (07/26/91)  280.3    (m)          920.     (f) VERT ANG       
 DN1462
 DN1462.Superseded values are not recommended for survey control.
 DN1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1462.See file dsdata.txt to determine how the superseded data were derived.
 DN1462
 DN1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6067125107(NAD 83)
 DN1462_MARKER: DS = TRIANGULATION STATION DISK
 DN1462_SETTING: 0 = UNSPECIFIED SETTING
 DN1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1462
 DN1462  HISTORY     - Date     Condition        Report By
 DN1462  HISTORY     - 1958     MONUMENTED       USGS
 DN1462  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 DN1462
 DN1462                          STATION DESCRIPTION
 DN1462
 DN1462'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1462'STATION IS IN COOKE COUNTY, TEXAS, ABOUT 6.0 MI. E. OF MUENSTER, 7.0
 DN1462'MI. WNW. OF GAINESVILLE, 3.0 MI. NW. OF LINDSAY, 1.0 MI. N. OF U.S.
 DN1462'HIGHWAY 82, ON THE BALL RANCH OWNED BY W. H. CAMPBELL, ABOUT 0.4 MI.
 DN1462'NE. OF THE RANCH BUILDINGS, 56 FT. E. OF A N-S. FENCE AND 2.3 FT. S.
 DN1462'OF AN E-W. FENCE.
 DN1462'
 DN1462'TO REACH THE STATION FROM THE POST OFFICE IN LINDSAY, GO W. FOR .15
 DN1462'MI., THEN N. FOR 0.4 MI. ON FARM ROAD 1199 TO ITS JUNCTION WITH U.S.
 DN1462'HIGHWAY 82, TURN LEFT AND GO W. ON U.S. HIGHWAY 82 FOR 2.5 MI. TO THE
 DN1462'ENTRANCE TO THE BALL RANCH, TURN RIGHT AND GO NORTHERLY FOR 0.6 MI.
 DN1462'TO ALUMINUM GATE AND ENTRANCE TO RANCH BUILDINGS, GO THRU GATE AND N.
 DN1462'ALONG RD. FOR ABOUT 100 FT. TO TRACK RD., TURN RIGHT AND GO
 DN1462'NORTHEASTERLY FOR 0.5 MI., ON TRACK RD., AROUND THE S. AND THEN E.
 DN1462'SIDE OF AN EARTH DAM TO FENCE CORNER AND STATION.
 DN1462'
 DN1462'STATION MARK--STANDARD TABLET SET IN CONCRETE POST AND STAMPED---
 DN1462'---BALL ET 1958---.
 DN1462
 DN1462                          STATION RECOVERY (1995)
 DN1462
 DN1462'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9946 ***********************************************************************
 AG9946  DESIGNATION -  BALL TANK SEC
 AG9946  PID         -  AG9946
 AG9946  STATE/COUNTY-  TX/TRAVIS
 AG9946  USGS QUAD   -  AUSTIN EAST (1988)
 AG9946
 AG9946                         *CURRENT SURVEY CONTROL
 AG9946  ___________________________________________________________________
 AG9946* NAD 83(1993)-  30 20 26.03434(N)    097 43 10.28229(W)     ADJUSTED  
 AG9946* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 AG9946  ___________________________________________________________________
 AG9946  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AG9946  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AG9946
 AG9946  HORZ ORDER  -  THIRD
 AG9946
 AG9946.The horizontal coordinates were established by classical geodetic methods
 AG9946.and adjusted by the National Geodetic Survey in July 1998..
 AG9946
 AG9946.The orthometric height was scaled from a topographic map.
 AG9946
 AG9946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9946
 AG9946.The geoid height was determined by GEOID03.
 AG9946
 AG9946;                    North         East     Units Scale Factor Converg.
 AG9946;SPC TX C     - 3,077,658.602   951,295.021   MT  0.99994777   +1 20 46.6
 AG9946;SPC TX C     -10,097,284.93  3,121,040.41   sFT  0.99994777   +1 20 46.6
 AG9946;UTM  14      - 3,357,218.510   623,080.245   MT  0.99978689   +0 38 48.8
 AG9946
 AG9946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9946!SPC TX C     -   0.99996918  x   0.99994777  =   0.99991695
 AG9946!UTM  14      -   0.99996918  x   0.99978689  =   0.99975608
 AG9946
 AG9946                          SUPERSEDED SURVEY CONTROL
 AG9946
 AG9946.No superseded survey control is available for this station.
 AG9946
 AG9946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2308057219(NAD 83)
 AG9946_MARKER: 57 = LOOKOUT TOWER
 AG9946
 AG9946  HISTORY     - Date     Condition        Report By
 AG9946  HISTORY     - 1952     FIRST OBSERVED   USGS
 AG9946  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 AG9946  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 AG9946
 AG9946                          STATION DESCRIPTION
 AG9946
 AG9946'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AG9946'THE TANK IS THE MOST PROMINENT STRUCTURE IN THE N. SIDE OF THE CITY OF
 AG9946'AUSTIN.  IT IS ABOUT 100 FT. HIGH AND CAN BE SEEN FOR MILES IN ALL
 AG9946'DIRECTIONS.
 AG9946'THE TANK IS LOCATED WITHIN THE CITY LIMITS OF AUSTIN, 600 FT. NE. OF
 AG9946'THE INTERSECTION OF LAMAR BLVD. AND ST. JOHNS AVE. (7200 N.).
 AG9946'STATION MARK--CENTER OF A SPHERICAL SHAPED TANK SUPPORTED BY A
 AG9946'CYLINDRICAL STANDPIPE.
 AG9946
 AG9946                          STATION RECOVERY (2003)
 AG9946
 AG9946'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 AG9946'MARK NOT FOUND.
 AG9946
 AG9946                          STATION RECOVERY (2005)
 AG9946
 AG9946'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AG9946'THE TANK HAS BEEN REMOVED.  RESIDENTS OF THE AREA AND THE ABOVE
 AG9946'COORDINATES INDICATE THAT THE TANK WAS ACTUALLY NW OF THE NOTED
 AG9946'INTERSECTION RATHER THAN NE AS STATED IN THE 1952 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0728 ***********************************************************************
 EN0728  DESIGNATION -  BALLARD
 EN0728  PID         -  EN0728
 EN0728  STATE/COUNTY-  TX/MOTLEY
 EN0728  USGS QUAD   -  BALLARD CAMP (1981)
 EN0728
 EN0728                         *CURRENT SURVEY CONTROL
 EN0728  ___________________________________________________________________
 EN0728* NAD 83(1993)-  34 00 44.82349(N)    100 44 12.77575(W)     ADJUSTED  
 EN0728* NAVD 88     -       711.     (meters)    2333.     (feet)  SCALED    
 EN0728  ___________________________________________________________________
 EN0728  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 EN0728  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EN0728
 EN0728  HORZ ORDER  -  SECOND
 EN0728
 EN0728.The horizontal coordinates were established by classical geodetic methods
 EN0728.and adjusted by the National Geodetic Survey in February 1996..
 EN0728
 EN0728.The orthometric height was scaled from a topographic map.
 EN0728
 EN0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0728
 EN0728.The geoid height was determined by GEOID03.
 EN0728
 EN0728;                    North         East     Units Scale Factor Converg.
 EN0728;SPC TXNC     - 2,262,337.810   393,389.185   MT  1.00001309   -1 13 11.9
 EN0728;SPC TXNC     - 7,422,353.30  1,290,644.35   sFT  1.00001309   -1 13 11.9
 EN0728;UTM  14      - 3,764,896.577   339,616.836   MT  0.99991710   -0 58 18.4
 EN0728
 EN0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0728!SPC TXNC     -   0.99989267  x   1.00001309  =   0.99990576
 EN0728!UTM  14      -   0.99989267  x   0.99991710  =   0.99980978
 EN0728
 EN0728:                Primary Azimuth Mark                     Grid Az
 EN0728:SPC TXNC     -  BALLARD AZ MK                            001 16 05.2
 EN0728:UTM  14      -  BALLARD AZ MK                            001 01 11.7
 EN0728
 EN0728|---------------------------------------------------------------------|
 EN0728| PID    Reference Object                     Distance      Geod. Az  |
 EN0728|                                                           dddmmss.s |
 EN0728| CX7548 BALLARD AZ MK                                      0000253.3 |
 EN0728| CX7549 BALLARD RM 1                         11.983 METERS 16426     |
 EN0728| DP0573 MATADOR TV RELAY MST WEST           APPROX.16.7 KM 2580350.3 |
 EN0728| EN0733 MATADOR TV RELAY MST                APPROX. 8.5 KM 2621456.6 |
 EN0728| CX7550 BALLARD RM 2                         14.139 METERS 26721     |
 EN0728| EN0732 MATADOR MUNICIPAL TANK              APPROX. 7.8 KM 2702102.0 |
 EN0728|---------------------------------------------------------------------|
 EN0728
 EN0728                          SUPERSEDED SURVEY CONTROL
 EN0728
 EN0728  NAD 83(1993)-  34 00 44.82568(N)    100 44 12.77438(W) AD(       ) 2
 EN0728  NAD 83(1986)-  34 00 44.82915(N)    100 44 12.76897(W) AD(       ) 2
 EN0728  NAD 27      -  34 00 44.55097(N)    100 44 11.30229(W) AD(       ) 2
 EN0728
 EN0728.Superseded values are not recommended for survey control.
 EN0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0728.See file dsdata.txt to determine how the superseded data were derived.
 EN0728
 EN0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC3961764897(NAD 83)
 EN0728_MARKER: DS = TRIANGULATION STATION DISK
 EN0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0728
 EN0728  HISTORY     - Date     Condition        Report By
 EN0728  HISTORY     - 1965     MONUMENTED       CGS
 EN0728
 EN0728                          STATION DESCRIPTION
 EN0728
 EN0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0728'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTHEAST OF ROARING
 EN0728'SPRINGS, 5 MILES EAST OF MATADOR AND 0.2 MILE NORTH OF U.S. HIGHWAY
 EN0728'62 AND 70.
 EN0728'
 EN0728'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND 70 AND
 EN0728'STATE HIGHWAY 70 AT THE WEST EDGE OF MATADOR, GO EAST ON U.S.
 EN0728'HIGHWAY 62 AND 70 FOR 5.15 MILES TO A SIDE ROAD ON THE RIGHT.
 EN0728'CONTINUE EAST FOR 0.15 MILE TO A GATE ON THE LEFT AT POWER LINE
 EN0728'POLE NUMBER R7F.  TURN LEFT, NORTH, PASSING THROUGH THE GATE, AND
 EN0728'GO 0.2 MILE ON A TRACK ROAD TO THE STATION ON THE LEFT.  TO
 EN0728'REACH THE AZIMUTH MARK CONTINUE NORTH ALONG A NORTH-SOUTH FENCE
 EN0728'LINE FOR 0.35 MILE TO THE MARK ON THE LEFT.
 EN0728'
 EN0728'THE STATION MARK IS A STANDARD DISK, STAMPED BALLARD 1964, SET IN THE
 EN0728'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2
 EN0728'INCHES.  IT IS 18 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD,
 EN0728'11.7 FEET WEST OF THE NORTH-SOUTH FENCE LINE, 11.4 FEET WEST
 EN0728'SOUTHWEST OF A WITNESS POST.
 EN0728'
 EN0728'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BALLARD NO 1 1964, SET
 EN0728'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0728'PROJECTS 2 INCHES.  IT IS 8 FEET WEST OF THE CENTERLINE OF THE TRACK
 EN0728'ROAD, 1.1 FEET WEST OF THE FENCE LINE AND AT ABOUT THE SAME
 EN0728'ELEVATION AS THE STATION.
 EN0728'
 EN0728'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BALLARD NO 2 1964, SET
 EN0728'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0728'PROJECTS 1 INCH.  IT IS 58.0 FEET WEST OF THE FENCE LINE, AND AT
 EN0728'ABOUT THE SAME ELEVATION AS THE STATION.
 EN0728'
 EN0728'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BALLARD 1964, SET IN THE
 EN0728'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 1
 EN0728'INCH.  IT IS 2.5 FEET SOUTH SOUTHWEST OF A WITNESS POST AND 0.8
 EN0728'FEET WEST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1583 ***********************************************************************
 AB1583  DESIGNATION -  BALLENGER
 AB1583  PID         -  AB1583
 AB1583  STATE/COUNTY-  TX/CAMERON
 AB1583  USGS QUAD   -  WILLAMAR SW (1983)
 AB1583
 AB1583                         *CURRENT SURVEY CONTROL
 AB1583  ___________________________________________________________________
 AB1583* NAD 83(1993)-  26 19 07.81904(N)    097 39 53.92112(W)     ADJUSTED  
 AB1583* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AB1583  ___________________________________________________________________
 AB1583  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 AB1583  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AB1583
 AB1583  HORZ ORDER  -  SECOND
 AB1583
 AB1583.The horizontal coordinates were established by classical geodetic methods
 AB1583.and adjusted by the National Geodetic Survey in February 1996..
 AB1583
 AB1583.The orthometric height was scaled from a topographic map.
 AB1583
 AB1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1583
 AB1583.The geoid height was determined by GEOID03.
 AB1583
 AB1583;                    North         East     Units Scale Factor Converg.
 AB1583;SPC TX S     - 5,072,532.448   383,370.007   MT  0.99996516   +0 22 44.8
 AB1583;SPC TX S     -16,642,133.54  1,257,773.10   sFT  0.99996516   +0 22 44.8
 AB1583;UTM  14      - 2,911,682.346   633,250.525   MT  0.99981922   +0 35 31.2
 AB1583
 AB1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1583!SPC TX S     -   1.00000220  x   0.99996516  =   0.99996736
 AB1583!UTM  14      -   1.00000220  x   0.99981922  =   0.99982142
 AB1583
 AB1583|---------------------------------------------------------------------|
 AB1583| PID    Reference Object                     Distance      Geod. Az  |
 AB1583|                                                           dddmmss.s |
 AB1583| CV2475 BALLENGER RM 1                       16.810 METERS 10001     |
 AB1583| AB1589 RIO HONDO MUNICIPAL TANK            APPROX.12.5 KM 1353958.1 |
 AB1583| AB1607 HARLINGEN MUN APT WATER TANK        APPROX.10.5 KM 1795607.7 |
 AB1583| CV2477 BALLENGER RM 3                       17.600 METERS 21229     |
 AB1583| CV2476 BALLENGER RM 2                       17.525 METERS 21234     |
 AB1583| CV2478 BALLENGER RM 4                        7.760 METERS 26126     |
 AB1583| CV2474 BALLENGER AZ MK                                    2790015.1 |
 AB1583|---------------------------------------------------------------------|
 AB1583
 AB1583                          SUPERSEDED SURVEY CONTROL
 AB1583
 AB1583  NAD 83(1986)-  26 19 07.82981(N)    097 39 53.88335(W) AD(       ) 2
 AB1583  NAD 27      -  26 19 06.57100(N)    097 39 52.91700(W) AD(       ) 2
 AB1583
 AB1583.Superseded values are not recommended for survey control.
 AB1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1583.See file dsdata.txt to determine how the superseded data were derived.
 AB1583
 AB1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3325111682(NAD 83)
 AB1583_MARKER: DS = TRIANGULATION STATION DISK
 AB1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1583
 AB1583  HISTORY     - Date     Condition        Report By
 AB1583  HISTORY     - 1947     MONUMENTED       CGS
 AB1583  HISTORY     - 1949     GOOD             CGS
 AB1583  HISTORY     - 1958     GOOD             CGS
 AB1583  HISTORY     - 1959     GOOD             CGS
 AB1583  HISTORY     - 1968     MARK NOT FOUND   CGS
 AB1583
 AB1583                          STATION DESCRIPTION
 AB1583
 AB1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1583'STATION IS LOCATED ABOUT 8 MILES EAST OF SEBASTIAN AND 7 MILES
 AB1583'NORTHEAST OF COMBES ON LAND OWNED BY MR. JOE BALLENGER.  IT IS 33
 AB1583'FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 24 FEET WEST OF A
 AB1583'WOOD GATE POST, 14 FEET EAST OF A FENCE-CORNER AND 1 FOOT SOUTH
 AB1583'OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 AB1583'STAMPED BALLENGER 1947.
 AB1583'
 AB1583'REFERENCE MARK NO. 1 IS 55.15 FEET EAST OF THE STATION.  IT IS
 AB1583'33 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD AND 1 FOOT SOUTH
 AB1583'OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 AB1583'IS STAMPED BALLENGER NO 1 1947.
 AB1583'
 AB1583'REFERENCE MARK NO. 2 IS 57.52 FEET SOUTH OF THE STATION.  IT IS
 AB1583'1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 AB1583'AND THE DISK IS STAMPED BALLENGER NO 2 1947.
 AB1583'
 AB1583'AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION.  IT IS 25 FEET
 AB1583'SOUTH OF THE CENTERLINE OF A DIRT ROAD, 3 FEET EAST OF A WHITE
 AB1583'WITNESS POST AND 1 FOOT NORTH OF A FENCELINE.  THE MARK PROJECTS
 AB1583'ABOUT 4 INCHES AND THE DISK IS STAMPED BALLENGER 1947.
 AB1583'
 AB1583'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 AB1583'HIGHWAY 107 IN COMBES GO NORTHWEST ON U.S. HIGHWAY 77 FOR 7.1 MILE
 AB1583'TO A T-ROAD RIGHT AND WILLACY-CAMERON COUNTY LINE, TURN RIGHT
 AB1583'AND GO 7.6 MILE TO AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT
 AB1583'AHEAD FOR 0.35 MILE TO STATION ON THE RIGHT AS DESCRIBED.
 AB1583'
 AB1583'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB1583
 AB1583                          STATION RECOVERY (1949)
 AB1583
 AB1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1583'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 AB1583'NUMBER 2, AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD
 AB1583'CONDITION.  A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 AB1583'
 AB1583'THE STATION IS LOCATED ABOUT 8 MILES EAST OF SEBASTIAN, ABOUT 7
 AB1583'MILES NORTHEAST OF COMBS, 34 FEET SOUTH FROM THE CENTER OF THE
 AB1583'ROAD, 34 FEET WEST FROM THE CENTER OF A LANE, AND 5 FEET SOUTH
 AB1583'OF A WITNESS POST.  IT IS STAMPED BALLENGER 1947 AND PROJECTS
 AB1583'4 INCHES.
 AB1583'
 AB1583'REFERENCE MARK NO. 1 IS SET 1 FOOT SOUTH OF A FENCE LINE.
 AB1583'IT IS STAMPED BALLENGER NO 1 1947 AND PROJECTS 3 INCHES.
 AB1583'
 AB1583'REFERENCE MARK NO. 2 IS SET 1 FOOT EAST OF A NORTH-SOUTH FENCE
 AB1583'LINE.  IT IS STAMPED BALLENGER NO 2 1947 AND PROJECTS 4 INCHES.
 AB1583'
 AB1583'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 93.67 FEET.
 AB1583'
 AB1583'THE AZIMUTH MARK IS LOCATED 0.35 MILE WEST OF THE STATION, 25
 AB1583'FEET SOUTH FROM THE CENTER OF THE ROAD, 3 FEET EAST OF A
 AB1583'WITNESS POST AND 1 FOOT NORTH OF THE FENCE LINE.  IT IS STAMPED
 AB1583'BALLENGER 1947 AND PROJECTS 4 INCHES.
 AB1583'
 AB1583'TO REACH THE STATION FROM THE RAILROAD STATION IN SEBASTIAN,
 AB1583'GO SOUTH ON U.S. HIGHWAY 77 FOR 0.45 MILE TO A T-ROAD LEFT,
 AB1583'TURN LEFT AND FOLLOW THE COUNTY LINE ROAD EAST FOR 7.6 MILES
 AB1583'TO THE AZIMUTH MARK ON THE RIGHT.  THENCE CONTINUE EAST FOR
 AB1583'0.35 MILE TO THE LANE AND THE STATION ON THE RIGHT AS DESCRIBED.
 AB1583
 AB1583                          STATION RECOVERY (1958)
 AB1583
 AB1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 AB1583'THE STATION, REFERENCE NO. 1 AND THE AZIMUTH WERE RECOVERED
 AB1583'IN GOOD CONDITION.  REFERENCE NO. 2 WAS FOUND IN A DAMAGED
 AB1583'CONDITION AND WAS CORRECTED.  A REVISED DESCRIPTION IS AS
 AB1583'FOLLOWS--
 AB1583'
 AB1583'THE STATION IS ABOUT 8 MILES EAST OF SEBASTIAN, WILLACY COUNTY,
 AB1583'IN CAMERON COUNTY, ON THE SOUTH SIDE OF THE COUNTY LINE ROAD
 AB1583'AND AT THE JUNCTION OF THE COUNTY LINE ROAD AND FM ROAD NO. 507.
 AB1583'IT IS 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY LINE FENCE AND
 AB1583'8 FEET WEST OF THE WEST RIGHT-OF-WAY LINE OF FM 507.  A STANDARD
 AB1583'DISK STAMPED BALLENGER 1947 IN A CONCRETE POST PROJECTING ABOUT
 AB1583'4 INCHES.
 AB1583'
 AB1583'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BALLENGER 1947 IN A
 AB1583'CONCRETE POST 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND
 AB1583'3 FEET EAST OF A 4 X 4 POST.  IT IS 0.35 MILE WEST OF THE STATION
 AB1583'AND IS NOT VISIBLE FROM THE STATION BECAUSE OF TIMBER IN THE LINE.
 AB1583'
 AB1583'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BALLENGER 1947
 AB1583'NO. 3 1958 IS A CONCRETE POST, FLUSH, IN THE EDGE OF THE
 AB1583'FIELD AND ABOUT 15 YARDS WEST OF THE WEST RIGHT-OF-WAY LINE OF
 AB1583'FM 507.  IT IS THE ORIGINAL MONUMENT OF R.M. NO. 2 1947 AND IS
 AB1583'IN THE APPROXIMATE SAME LOCATION.
 AB1583'
 AB1583'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BALLENGER 1947
 AB1583'NO. 4 1958 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES, IN THE
 AB1583'EDGE OF THE FIELD AND 5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 AB1583'LINE OF THE COUNTY LINE ROAD AND AT THE SOUTH EDGE OF THE FENCE
 AB1583'LINE BRUSH ROW.
 AB1583'
 AB1583'REFERENCE MARK NO. 1 1947 WAS REMOVED FROM NEW CONSTRUCTION AREAS.
 AB1583'
 AB1583'TO REACH FROM SEBASTION--GO SOUTH OF U.S. HIGHWAY NO. 77, 0.45
 AB1583'MILE FROM THE DEPOT, TO THE COUNTY-LINE ROAD.  TURN LEFT AND
 AB1583'GO EAST FOR 7.6 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 AB1583'DESCRIBED.  THEN CONTINUE EAST 0.35 MILE TO THE JUNCTION WITH FM.
 AB1583'507 AND THE STATION AS DESCRIBED.
 AB1583
 AB1583                          STATION RECOVERY (1959)
 AB1583
 AB1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WLF)
 AB1583'REFERENCE MARK 4 WAS FOUND IN GOOD SHAPE IN THE SOUTHEAST CORNER
 AB1583'OF THE INTERSECTION OF THE COUNTY LINE ROAD AND A NEWLY PAVED
 AB1583'HIGHWAY WITH THE ABOVE MARKINGS.  THE OTHER MARKS HAVE BEEN
 AB1583'DESTROYED SINCE THE LAND HAS BEEN CLEARED WITH BULLDOZER AND
 AB1583'CROPS ARE NOW PLANTED THERE.
 AB1583
 AB1583                          STATION RECOVERY (1968)
 AB1583
 AB1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 AB1583'THE STATION MARK, ALL REFERENCE MARKS AND AZIMUTH MARK WERE SEARCHED
 AB1583'FOR AND COULD NOT BE FOUND AND SHOULD BE CONSIDERED LOST.
 AB1583'THERE HAS BEEN HIGHWAY CONSTRUCTION IN THE AREA.
 AB1583'
 AB1583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 AB1583'EAST OF SEBASTIAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0642 ***********************************************************************
 CA0642  DESIGNATION -  BALLINGER
 CA0642  PID         -  CA0642
 CA0642  STATE/COUNTY-  TX/RUNNELS
 CA0642  USGS QUAD   -  BALLINGER (1967)
 CA0642
 CA0642                         *CURRENT SURVEY CONTROL
 CA0642  ___________________________________________________________________
 CA0642* NAD 83(1986)-  31 44 17.     (N)    099 56 57.     (W)     SCALED    
 CA0642* NAVD 88     -       496.279  (meters)    1628.21   (feet)  ADJUSTED  
 CA0642  ___________________________________________________________________
 CA0642  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 CA0642  DYNAMIC HT  -         495.621 (meters)    1626.05  (feet)  COMP
 CA0642  MODELED GRAV-     979,300.2   (mgal)                       NAVD 88
 CA0642
 CA0642  VERT ORDER  -  SECOND    CLASS 0
 CA0642
 CA0642.The horizontal coordinates were scaled from a topographic map and have
 CA0642.an estimated accuracy of +/- 6 seconds.
 CA0642
 CA0642.The orthometric height was determined by differential leveling
 CA0642.and adjusted by the National Geodetic Survey in June 1991..
 CA0642
 CA0642.The geoid height was determined by GEOID03.
 CA0642
 CA0642.The dynamic height is computed by dividing the NAVD 88
 CA0642.geopotential number by the normal gravity value computed on the
 CA0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0642.degrees latitude (g = 980.6199 gals.).
 CA0642
 CA0642.The modeled gravity was interpolated from observed gravity values.
 CA0642
 CA0642;                    North         East    Units  Estimated Accuracy
 CA0642;SPC TX C     - 3,229,700.      736,400.      MT  (+/- 180 meters Scaled)
 CA0642
 CA0642                          SUPERSEDED SURVEY CONTROL
 CA0642
 CA0642  NGVD 29 (??/??/92)  496.172  (m)         1627.86   (f) ADJ UNCH    2 0
 CA0642
 CA0642.Superseded values are not recommended for survey control.
 CA0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0642.See file dsdata.txt to determine how the superseded data were derived.
 CA0642
 CA0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA100117(NAD 83)
 CA0642_MARKER: DB = BENCH MARK DISK
 CA0642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0642_SP_SET: FOUNDATION
 CA0642_STAMPING: 1627.694 BALLINGER 1934
 CA0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0642
 CA0642  HISTORY     - Date     Condition        Report By
 CA0642  HISTORY     - 1934     MONUMENTED       CGS
 CA0642  HISTORY     - 1941     GOOD             NGS
 CA0642
 CA0642                          STATION DESCRIPTION
 CA0642
 CA0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CA0642'IN BALLINGER.
 CA0642'AT BALLINGER, ABOUT 150 YARDS SOUTHEAST OF THE GULF, COLORADO AND
 CA0642'SANTA FE RAILWAY FREIGHT STATION, AT THE WEST CORNER OF THE CITY HALL,
 CA0642'27 FEET SOUTHWEST OF THE FIRST FIRE-TRUCK DRIVEWAY, IN THE NORTHWEST
 CA0642'STONE FOUNDATION, AND ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK,
 CA0642'STAMPED 1627.694 BALLINGER 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1194 ***********************************************************************
 CA1194  DESIGNATION -  BALLINGER
 CA1194  PID         -  CA1194
 CA1194  STATE/COUNTY-  TX/RUNNELS
 CA1194  USGS QUAD   -  HATCHEL (1987)
 CA1194
 CA1194                         *CURRENT SURVEY CONTROL
 CA1194  ___________________________________________________________________
 CA1194* NAD 83(1993)-  31 45 31.87172(N)    099 58 50.69942(W)     ADJUSTED  
 CA1194* NAVD 88     -       531.7    (meters)    1744.     (feet)  VERTCON   
 CA1194  ___________________________________________________________________
 CA1194  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CA1194  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 CA1194
 CA1194  HORZ ORDER  -  SECOND
 CA1194
 CA1194.The horizontal coordinates were established by classical geodetic methods
 CA1194.and adjusted by the National Geodetic Survey in February 1996..
 CA1194
 CA1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1194
 CA1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1194
 CA1194.The geoid height was determined by GEOID03.
 CA1194
 CA1194;                    North         East     Units Scale Factor Converg.
 CA1194;SPC TX C     - 3,231,990.646   733,402.532   MT  0.99996893   +0 10 53.8
 CA1194;SPC TX C     -10,603,622.64  2,406,171.47   sFT  0.99996893   +0 10 53.8
 CA1194;UTM  14      - 3,514,125.339   407,119.263   MT  0.99970639   -0 30 58.5
 CA1194
 CA1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1194!SPC TX C     -   0.99992046  x   0.99996893  =   0.99988940
 CA1194!UTM  14      -   0.99992046  x   0.99970639  =   0.99962688
 CA1194
 CA1194:                Primary Azimuth Mark                     Grid Az
 CA1194:SPC TX C     -  GUARD                                    085 56 25.6
 CA1194:UTM  14      -  GUARD                                    086 38 17.9
 CA1194
 CA1194|---------------------------------------------------------------------|
 CA1194| PID    Reference Object                     Distance      Geod. Az  |
 CA1194|                                                           dddmmss.s |
 CA1194| CA1190 GUARD                               APPROX.10.6 KM 0860719.4 |
 CA1194| CV3708 BALLINGER RM 1                       29.918 METERS 23415     |
 CA1194| CV3709 BALLINGER RM 2                       28.827 METERS 34727     |
 CA1194|---------------------------------------------------------------------|
 CA1194
 CA1194                          SUPERSEDED SURVEY CONTROL
 CA1194
 CA1194  NAD 83(1986)-  31 45 31.87871(N)    099 58 50.68536(W) AD(       ) 2
 CA1194  NAD 27      -  31 45 31.33798(N)    099 58 49.37176(W) AD(       ) 2
 CA1194  NGVD 29 (07/19/86)  531.6    (m)         1744.     (f) VERT ANG       
 CA1194
 CA1194.Superseded values are not recommended for survey control.
 CA1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1194.See file dsdata.txt to determine how the superseded data were derived.
 CA1194
 CA1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0711914125(NAD 83)
 CA1194_MARKER: DD = SURVEY DISK
 CA1194_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1194+WITH SETTING: INFORMATION.
 CA1194_SP_SET: PREFABRICATED CONCRETE POST
 CA1194
 CA1194  HISTORY     - Date     Condition        Report By
 CA1194  HISTORY     - 1967     MONUMENTED       USGS
 CA1194
 CA1194                          STATION DESCRIPTION
 CA1194
 CA1194'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IJB)
 CA1194'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH AND 2.5 MILES
 CA1194'WEST OF THE BALLINGER COURTHOUSE, AT THE EXTREME EASTERN
 CA1194'EDGE OF THE RODEO ARENA WOODEN FENCE.  4.5 FEET SOUTHEAST
 CA1194'OF THE ARENA FENCE CORNER AND 2.5 FEET NORTHEAST OF A METAL
 CA1194'WITNESS POST.
 CA1194'
 CA1194'TO REACH THE STATION FROM THE BALLINGER COURTHOUSE (JUNCTION
 CA1194'OF STATE HIGHWAY 158 AND U.S. HIGHWAYS 67 AND 83), GO NORTHWEST
 CA1194'ON STATE HIGHWAY 158 FOR 3.4 MILES TO A GATE AND THE RODEO
 CA1194'ARENA ON THE RIGHT.  PASS THROUGH GATE, AND FOLLOW A TRACK
 CA1194'ROAD ALONG THE SOUTH SIDE OF THE ARENA FENCE FOR 0.1 MILE
 CA1194'TO THE STATION SITE.
 CA1194'
 CA1194'STATION MARK--A USGS BRONZE TABLET CRIMPED TO COPPER COATED
 CA1194'STEEL ROD DRIVEN TO POINT OF REFUSAL (8.0 FEET), CENTERED
 CA1194'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG FILLED
 CA1194'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND
 CA1194'STAMPED BALLINGER ET 1967.
 CA1194'
 CA1194'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1194'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF
 CA1194'REFUSAL (7.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC
 CA1194'CASING 12 IN. LONG, FILLED WITH GRAVEL.  THE TABLET IS SET
 CA1194'FLUSH WITH THE GROUND AND STAMPED BALLINGER ET 1967 NO. 1.
 CA1194'
 CA1194'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1194'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF
 CA1194'REFUSAL (8.0 FT.), CENTERED IN A 6 INCH DIAMETER PLASTIC
 CA1194'CASING 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS
 CA1194'SET FLUSH WITH THE GROUND AND STAMPED BALLINGER ET 1967
 CA1194'NO. 2.
 CA1194'
 CA1194'DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED.
 CA1194'
 CA1194'STATION GUARD ET 6.6 MILES EAST IS VISIBLE FROM THE GROUND
 CA1194'AND WILL SERVE AS THE AZIMUTH MARK.
 CA1194'
 CA1194'ELEVATION = 1744.08 FEET, (FLY LEVEL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1177 ***********************************************************************
 CA1177  DESIGNATION -  BALLINGER FIRST METH CH SPIRE
 CA1177  PID         -  CA1177
 CA1177  STATE/COUNTY-  TX/RUNNELS
 CA1177  USGS QUAD   -  BALLINGER (1967)
 CA1177
 CA1177                         *CURRENT SURVEY CONTROL
 CA1177  ___________________________________________________________________
 CA1177* NAD 83(1993)-  31 44 53.97416(N)    099 57 39.28211(W)     ADJUSTED  
 CA1177* NAVD 88     -                                                        
 CA1177  ___________________________________________________________________
 CA1177  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CA1177  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 CA1177
 CA1177  HORZ ORDER  -  THIRD
 CA1177
 CA1177.The horizontal coordinates were established by classical geodetic methods
 CA1177.and adjusted by the National Geodetic Survey in February 1996..
 CA1177
 CA1177
 CA1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1177
 CA1177.The geoid height was determined by GEOID03.
 CA1177
 CA1177;                    North         East     Units Scale Factor Converg.
 CA1177;SPC TX C     - 3,230,829.543   735,285.829   MT  0.99996652   +0 11 30.5
 CA1177;SPC TX C     -10,599,813.26  2,412,350.26   sFT  0.99996652   +0 11 30.5
 CA1177;UTM  14      - 3,512,941.703   408,987.791   MT  0.99970216   -0 30 20.4
 CA1177
 CA1177                          SUPERSEDED SURVEY CONTROL
 CA1177
 CA1177  NAD 83(1986)-  31 44 53.98139(N)    099 57 39.26784(W) AD(       ) 4
 CA1177  NAD 27      -  31 44 53.44015(N)    099 57 37.95881(W) AD(       ) 3
 CA1177
 CA1177.Superseded values are not recommended for survey control.
 CA1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1177.See file dsdata.txt to determine how the superseded data were derived.
 CA1177
 CA1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0898812942(NAD 83)
 CA1177_MARKER: 90 = CHURCH SPIRE
 CA1177
 CA1177  HISTORY     - Date     Condition        Report By
 CA1177  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA1177
 CA1177                          STATION DESCRIPTION
 CA1177
 CA1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (IJB)
 CA1177'BORDERED ON THE NORTH AND EAST BY THE STREETS BROADWAY AND
 CA1177'BROAD AVENUE.  151 FEET SOUTH-SOUTHWEST OF BROADWAY.  94
 CA1177'FEET WEST-NORTHWEST OF BROAD AVENUE.
 CA1177'
 CA1177'POINT SIGHTED--TIP OF SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1192 ***********************************************************************
 CA1192  DESIGNATION -  BALLINGER LONE STAR GAS MAST
 CA1192  PID         -  CA1192
 CA1192  STATE/COUNTY-  TX/RUNNELS
 CA1192  USGS QUAD   -  HATCHEL (1987)
 CA1192
 CA1192                         *CURRENT SURVEY CONTROL
 CA1192  ___________________________________________________________________
 CA1192* NAD 83(1993)-  31 45 22.47095(N)    099 57 30.44956(W)     ADJUSTED  
 CA1192* NAVD 88     -                                                        
 CA1192  ___________________________________________________________________
 CA1192  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CA1192  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CA1192
 CA1192  HORZ ORDER  -  THIRD
 CA1192
 CA1192.The horizontal coordinates were established by classical geodetic methods
 CA1192.and adjusted by the National Geodetic Survey in February 1996..
 CA1192
 CA1192
 CA1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1192
 CA1192.The geoid height was determined by GEOID03.
 CA1192
 CA1192;                    North         East     Units Scale Factor Converg.
 CA1192;SPC TX C     - 3,231,708.011   735,515.331   MT  0.99996833   +0 11 35.1
 CA1192;SPC TX C     -10,602,695.37  2,413,103.22   sFT  0.99996833   +0 11 35.1
 CA1192;UTM  14      - 3,513,817.080   409,227.906   MT  0.99970162   -0 30 16.1
 CA1192
 CA1192                          SUPERSEDED SURVEY CONTROL
 CA1192
 CA1192  NAD 83(1986)-  31 45 22.47818(N)    099 57 30.43532(W) AD(       ) 4
 CA1192  NAD 27      -  31 45 21.93692(N)    099 57 29.12590(W) AD(       ) 3
 CA1192
 CA1192.Superseded values are not recommended for survey control.
 CA1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1192.See file dsdata.txt to determine how the superseded data were derived.
 CA1192
 CA1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0922813817(NAD 83)
 CA1192_MARKER: 42 = RADIO/TV MAST
 CA1192
 CA1192  HISTORY     - Date     Condition        Report By
 CA1192  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA1192
 CA1192                          STATION DESCRIPTION
 CA1192
 CA1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (IJB)
 CA1192'STATION IS LOCATED 1.2 MILES NORTH AND 0.7 MILE WEST OF THE
 CA1192'BALLINGER COURTHOUSE, IN THE PLANT COMPLEX ON B AVENUE, 204
 CA1192'FEET WEST-NORTHWEST OF B AVENUE, 14 FEET NORTH-NORTHEAST OF
 CA1192'DRIVE.
 CA1192'
 CA1192'POINT SIGHTED--CENTER OF MAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1179 ***********************************************************************
 CA1179  DESIGNATION -  BALLINGER MUNICIPAL TANK
 CA1179  PID         -  CA1179
 CA1179  STATE/COUNTY-  TX/RUNNELS
 CA1179  USGS QUAD   -  BALLINGER (1967)
 CA1179
 CA1179                         *CURRENT SURVEY CONTROL
 CA1179  ___________________________________________________________________
 CA1179* NAD 83(1993)-  31 44 46.63817(N)    099 57 01.51593(W)     ADJUSTED  
 CA1179* NAVD 88     -                                                        
 CA1179  ___________________________________________________________________
 CA1179  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CA1179  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CA1179
 CA1179  HORZ ORDER  -  THIRD
 CA1179
 CA1179.The horizontal coordinates were established by classical geodetic methods
 CA1179.and adjusted by the National Geodetic Survey in February 1996..
 CA1179
 CA1179
 CA1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1179
 CA1179.The geoid height was determined by GEOID03.
 CA1179
 CA1179;                    North         East     Units Scale Factor Converg.
 CA1179;SPC TX C     - 3,230,606.973   736,280.556   MT  0.99996606   +0 11 50.0
 CA1179;SPC TX C     -10,599,083.04  2,415,613.79   sFT  0.99996606   +0 11 50.0
 CA1179;UTM  14      - 3,512,707.105   409,979.472   MT  0.99969994   -0 30 00.4
 CA1179
 CA1179                          SUPERSEDED SURVEY CONTROL
 CA1179
 CA1179  NAD 83(1986)-  31 44 46.64526(N)    099 57 01.50132(W) AD(       ) 4
 CA1179  NAD 27      -  31 44 46.07600(N)    099 57 00.16300(W) AD(       ) 3
 CA1179
 CA1179.Superseded values are not recommended for survey control.
 CA1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1179.See file dsdata.txt to determine how the superseded data were derived.
 CA1179
 CA1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0997912707(NAD 83)
 CA1179_MARKER: 53 = ELEVATED TANK
 CA1179
 CA1179  HISTORY     - Date     Condition        Report By
 CA1179  HISTORY     - 1943     FIRST OBSERVED   CGS
 CA1179
 CA1179                          STATION DESCRIPTION
 CA1179
 CA1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA1179'STATION IS LOCATED ON TOP OF HILL IN THE NW SECTION OF BALLINGER.
 CA1179'THE TANK IS A STEEL STRUCTURE SUPPORTED BY SIX STRUCTURAL
 CA1179'STEEL LEGS.  IT IS 50 FEET HIGH.  THE ENTIRE STRUCTURE IS
 CA1179'PAINTED ALUMINUM.
 CA1179'
 CA1179'THE POINT OBSERVED ON WAS THE BALL AT THE APEX OF THE CONICAL
 CA1179'ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1180 ***********************************************************************
 CA1180  DESIGNATION -  BALLINGER STANDPIPE
 CA1180  PID         -  CA1180
 CA1180  STATE/COUNTY-  TX/RUNNELS
 CA1180  USGS QUAD   -  BALLINGER (1967)
 CA1180
 CA1180                         *CURRENT SURVEY CONTROL
 CA1180  ___________________________________________________________________
 CA1180* NAD 83(1993)-  31 44 41.69674(N)    099 56 46.17171(W)     ADJUSTED  
 CA1180* NAVD 88     -                                                        
 CA1180  ___________________________________________________________________
 CA1180  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 CA1180  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CA1180
 CA1180  HORZ ORDER  -  THIRD
 CA1180
 CA1180.The horizontal coordinates were established by classical geodetic methods
 CA1180.and adjusted by the National Geodetic Survey in February 1996..
 CA1180
 CA1180
 CA1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1180
 CA1180.The geoid height was determined by GEOID03.
 CA1180
 CA1180;                    North         East     Units Scale Factor Converg.
 CA1180;SPC TX C     - 3,230,456.178   736,684.931   MT  0.99996575   +0 11 57.9
 CA1180;SPC TX C     -10,598,588.31  2,416,940.48   sFT  0.99996575   +0 11 57.9
 CA1180;UTM  14      - 3,512,551.441   410,381.875   MT  0.99969905   -0 29 52.2
 CA1180
 CA1180                          SUPERSEDED SURVEY CONTROL
 CA1180
 CA1180  NAD 83(1986)-  31 44 41.70409(N)    099 56 46.15694(W) AD(       ) 4
 CA1180  NAD 27      -  31 44 41.15800(N)    099 56 44.82700(W) AD(       ) 3
 CA1180
 CA1180.Superseded values are not recommended for survey control.
 CA1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1180.See file dsdata.txt to determine how the superseded data were derived.
 CA1180
 CA1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA1038212551(NAD 83)
 CA1180_MARKER: 52 = STANDPIPE TANK
 CA1180
 CA1180  HISTORY     - Date     Condition        Report By
 CA1180  HISTORY     - 1944     FIRST OBSERVED   CGS
 CA1180
 CA1180                          STATION DESCRIPTION
 CA1180
 CA1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1180'THE STANDPIPE IS LOCATED IN THE NE PART OF THE TOWN, ON TOP
 CA1180'OF THE HIGHEST HILL.  IT IS A CIRCULAR STEEL STRUCTURE ABOUT
 CA1180'80 FEET HIGH AND PAINTED ALUMINUM.
 CA1180'
 CA1180'OBSERVATIONS MADE ON THE CENTER LINE OF THE TOP OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1178 ***********************************************************************
 CA1178  DESIGNATION -  BALLINGER TALLEST WATER TOWER
 CA1178  PID         -  CA1178
 CA1178  STATE/COUNTY-  TX/RUNNELS
 CA1178  USGS QUAD   -  BALLINGER (1967)
 CA1178
 CA1178                         *CURRENT SURVEY CONTROL
 CA1178  ___________________________________________________________________
 CA1178* NAD 83(1993)-  31 44 47.58960(N)    099 57 02.34043(W)     ADJUSTED  
 CA1178* NAVD 88     -                                                        
 CA1178  ___________________________________________________________________
 CA1178  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CA1178  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CA1178
 CA1178  HORZ ORDER  -  THIRD
 CA1178
 CA1178.The horizontal coordinates were established by classical geodetic methods
 CA1178.and adjusted by the National Geodetic Survey in February 1996..
 CA1178
 CA1178
 CA1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1178
 CA1178.The geoid height was determined by GEOID03.
 CA1178
 CA1178;                    North         East     Units Scale Factor Converg.
 CA1178;SPC TX C     - 3,230,636.202   736,258.755   MT  0.99996612   +0 11 49.6
 CA1178;SPC TX C     -10,599,178.94  2,415,542.27   sFT  0.99996612   +0 11 49.6
 CA1178;UTM  14      - 3,512,736.589   409,958.034   MT  0.99969999   -0 30 00.8
 CA1178
 CA1178                          SUPERSEDED SURVEY CONTROL
 CA1178
 CA1178  NAD 83(1986)-  31 44 47.59682(N)    099 57 02.32613(W) AD(       ) 4
 CA1178  NAD 27      -  31 44 47.05541(N)    099 57 01.01711(W) AD(       ) 3
 CA1178
 CA1178.Superseded values are not recommended for survey control.
 CA1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1178.See file dsdata.txt to determine how the superseded data were derived.
 CA1178
 CA1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0995812737(NAD 83)
 CA1178_MARKER: 54 = WATER TOWER
 CA1178
 CA1178  HISTORY     - Date     Condition        Report By
 CA1178  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA1178
 CA1178                          STATION DESCRIPTION
 CA1178
 CA1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (IJB)
 CA1178'STATION IS THE TALLEST OF TWO WATER TOWERS LOCATED NEAR
 CA1178'CORNER OF CROSSON STREET AND 5TH AVENUE.  178 FEET WEST-NORTHWEST
 CA1178'OF CROSSON STREET.  105 FEET NORTH-NORTHEAST OF 5TH STREET
 CA1178'AND APPROXIMATELY 200 FEET SOUTH-SOUTHWEST OF THE NATIONAL
 CA1178'GUARD ARMORY.
 CA1178'
 CA1178'POINT SIGHTED--FINIAL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1193 ***********************************************************************
 CA1193  DESIGNATION -  BALLINGER TV KRBC MICROWAVE TR
 CA1193  PID         -  CA1193
 CA1193  STATE/COUNTY-  TX/RUNNELS
 CA1193  USGS QUAD   -  HATCHEL (1987)
 CA1193
 CA1193                         *CURRENT SURVEY CONTROL
 CA1193  ___________________________________________________________________
 CA1193* NAD 83(1993)-  31 48 57.84892(N)    099 56 53.37588(W)     ADJUSTED  
 CA1193* NAVD 88     -                                                        
 CA1193  ___________________________________________________________________
 CA1193  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CA1193  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 CA1193
 CA1193  HORZ ORDER  -  THIRD
 CA1193
 CA1193.The horizontal coordinates were established by classical geodetic methods
 CA1193.and adjusted by the National Geodetic Survey in February 1996..
 CA1193
 CA1193
 CA1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1193
 CA1193.The geoid height was determined by GEOID03.
 CA1193
 CA1193;                    North         East     Units Scale Factor Converg.
 CA1193;SPC TX C     - 3,238,344.966   736,468.004   MT  0.99998262   +0 11 54.2
 CA1193;SPC TX C     -10,624,470.11  2,416,228.78   sFT  0.99998262   +0 11 54.2
 CA1193;UTM  14      - 3,520,440.117   410,261.068   MT  0.99969932   -0 29 59.6
 CA1193
 CA1193                          SUPERSEDED SURVEY CONTROL
 CA1193
 CA1193  NAD 83(1986)-  31 48 57.85620(N)    099 56 53.36173(W) AD(       ) 4
 CA1193  NAD 27      -  31 48 57.32118(N)    099 56 52.05031(W) AD(       ) 3
 CA1193
 CA1193.Superseded values are not recommended for survey control.
 CA1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1193.See file dsdata.txt to determine how the superseded data were derived.
 CA1193
 CA1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA1026120440(NAD 83)
 CA1193_MARKER: 45 = MICROWAVE TOWER
 CA1193
 CA1193  HISTORY     - Date     Condition        Report By
 CA1193  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA1193
 CA1193                          STATION DESCRIPTION
 CA1193
 CA1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (IJB)
 CA1193'TOWER IS LOCATED ABOUT 5.2 MILES NORTH AND 0.2 MILE WEST
 CA1193'OF THE RUNNELS COUNTY COURTHOUSE IN BALLINGER.  ATOP A BARE
 CA1193'HILL, ABOUT 0.7 MILE WEST OF U.S. HIGHWAY 83.
 CA1193'
 CA1193'POINT SIGHTED--CENTER OF MAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1191 ***********************************************************************
 CA1191  DESIGNATION -  BALLINGER W TEX UTIL RAD MAST
 CA1191  PID         -  CA1191
 CA1191  STATE/COUNTY-  TX/RUNNELS
 CA1191  USGS QUAD   -  HATCHEL (1987)
 CA1191
 CA1191                         *CURRENT SURVEY CONTROL
 CA1191  ___________________________________________________________________
 CA1191* NAD 83(1993)-  31 45 09.75950(N)    099 57 50.59325(W)     ADJUSTED  
 CA1191* NAVD 88     -                                                        
 CA1191  ___________________________________________________________________
 CA1191  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CA1191  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 CA1191
 CA1191  HORZ ORDER  -  THIRD
 CA1191
 CA1191.The horizontal coordinates were established by classical geodetic methods
 CA1191.and adjusted by the National Geodetic Survey in February 1996..
 CA1191
 CA1191
 CA1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1191
 CA1191.The geoid height was determined by GEOID03.
 CA1191
 CA1191;                    North         East     Units Scale Factor Converg.
 CA1191;SPC TX C     - 3,231,314.731   734,986.523   MT  0.99996752   +0 11 24.7
 CA1191;SPC TX C     -10,601,405.08  2,411,368.28   sFT  0.99996752   +0 11 24.7
 CA1191;UTM  14      - 3,513,430.370   408,694.491   MT  0.99970282   -0 30 26.5
 CA1191
 CA1191                          SUPERSEDED SURVEY CONTROL
 CA1191
 CA1191  NAD 83(1986)-  31 45 09.76673(N)    099 57 50.57898(W) AD(       ) 4
 CA1191  NAD 27      -  31 45 09.22582(N)    099 57 49.26963(W) AD(       ) 3
 CA1191
 CA1191.Superseded values are not recommended for survey control.
 CA1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1191.See file dsdata.txt to determine how the superseded data were derived.
 CA1191
 CA1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0869413430(NAD 83)
 CA1191_MARKER: 42 = RADIO/TV MAST
 CA1191
 CA1191  HISTORY     - Date     Condition        Report By
 CA1191  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA1191
 CA1191                          STATION DESCRIPTION
 CA1191
 CA1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (IJB)
 CA1191'LOCATED 1.0 MILE NORTH AND 1.0 MILE WEST OF RUNNELS COUNTY
 CA1191'COURTHOUSE IN BALLINGER, 245 FEET NORTHEAST OF INTERSECTION
 CA1191'ON FARM ROAD 2887, 8 FEET NORTH-NORTHWEST OF A 10 FOOT X 10
 CA1191'FOOT BLOCK BUILDING.
 CA1191'
 CA1191'POINT SIGHTED--CENTER OF MAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0816 ***********************************************************************
 CC0816  DESIGNATION -  BALMORHEA
 CC0816  PID         -  CC0816
 CC0816  STATE/COUNTY-  TX/REEVES
 CC0816  USGS QUAD   -  MEIER HILLS (1970)
 CC0816
 CC0816                         *CURRENT SURVEY CONTROL
 CC0816  ___________________________________________________________________
 CC0816* NAD 83(1993)-  31 00 32.33665(N)    103 48 20.41171(W)     ADJUSTED  
 CC0816* NAVD 88     -      1011.5    (meters)    3319.     (feet)  VERTCON   
 CC0816  ___________________________________________________________________
 CC0816  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 CC0816  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CC0816
 CC0816  HORZ ORDER  -  FIRST
 CC0816
 CC0816.The horizontal coordinates were established by classical geodetic methods
 CC0816.and adjusted by the National Geodetic Survey in February 1996..
 CC0816
 CC0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0816
 CC0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0816
 CC0816.The geoid height was determined by GEOID03.
 CC0816
 CC0816;                    North         East     Units Scale Factor Converg.
 CC0816;SPC TX C     - 3,153,976.553   368,501.193   MT  0.99988175   -1 47 18.4
 CC0816;SPC TX C     -10,347,671.41  1,208,991.00   sFT  0.99988175   -1 47 18.4
 CC0816;UTM  13      - 3,431,209.635   614,011.203   MT  0.99976034   +0 36 55.3
 CC0816
 CC0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0816!SPC TX C     -   0.99984476  x   0.99988175  =   0.99972653
 CC0816!UTM  13      -   0.99984476  x   0.99976034  =   0.99960514
 CC0816
 CC0816|---------------------------------------------------------------------|
 CC0816| PID    Reference Object                     Distance      Geod. Az  |
 CC0816|                                                           dddmmss.s |
 CC0816| CC0815 BALMORHEA RM A                       29.170 METERS 00840     |
 CC0816| CH7892 BALMORHEA RM 1                       22.696 METERS 10534     |
 CC0816| BP0519 Z 1115                                             1231443.2 |
 CC0816| CH7893 BALMORHEA RM 2                       20.926 METERS 21032     |
 CC0816|---------------------------------------------------------------------|
 CC0816
 CC0816                          SUPERSEDED SURVEY CONTROL
 CC0816
 CC0816  NAD 83(1986)-  31 00 32.33869(N)    103 48 20.40658(W) AD(       ) 1
 CC0816  NAD 27      -  31 00 31.82067(N)    103 48 18.74698(W) AD(       ) 1
 CC0816  NGVD 29 (07/19/86) 1011.2    (m)         3318.     (f) VERT ANG       
 CC0816
 CC0816.Superseded values are not recommended for survey control.
 CC0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0816.See file dsdata.txt to determine how the superseded data were derived.
 CC0816
 CC0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ1401131210(NAD 83)
 CC0816_MARKER: DS = TRIANGULATION STATION DISK
 CC0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CC0816
 CC0816  HISTORY     - Date     Condition        Report By
 CC0816  HISTORY     - 1968     MONUMENTED       CGS
 CC0816
 CC0816                          STATION DESCRIPTION
 CC0816
 CC0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0816'THE STATION IS LOCATED ABOUT 9 MILES WEST OF SARAGOSA, 4-1/2 MILES
 CC0816'NORTH OF TOYAHVALE, 4 MILES WEST-NORTHWEST OF BALMORHEA AND ON
 CC0816'LAND LEASED BY MR. RAY HUMPHRIE.
 CC0816'
 CC0816'TO REACH THE STATION FROM THE POST OFFICE IN BALMORHEA, GO NORTH
 CC0816'ON FARM ROAD 2954 FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT
 CC0816'CROSSING CATTLE GUARD AND GO WESTERLY FOR 0.80 MILE ON MAIN
 CC0816'TRAVELED DIRT ROAD TO FORKS, TAKE RIGHT FORK AND GO 0.4 MILE TO
 CC0816'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON MAIN TRAVELED
 CC0816'DIRT ROAD TO A CATTLE GUARD AND FORKS JUST BEYOND.  TAKE RIGHT
 CC0816'FORK AND GO 1.80 MILE TO A CATTLE GUARD, CROSS CATTLE AND BEAR
 CC0816'LEFT FOR 0.45 MILE TO A TRACK ROAD ON THE LEFT, TURN LEFT AND
 CC0816'GO 0.15 MILE TO STATION AS DESCRIBED.
 CC0816'
 CC0816'THE STATION MARK IS A STANDARD DISK STAMPED BALMORHEA 1968, SET
 CC0816'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 CC0816'SURFACE.  IT IS 44.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 CC0816'ATTACHED THAT IS SET IN A EAST-WEST FENCE.
 CC0816'
 CC0816'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BALMORHEA NO 1 1968,
 CC0816'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CC0816'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 59-1/2 FEET EAST OF A
 CC0816'METAL WITNESS POST WITH SIGN ATTACHED AND 1.4 FEET NORTH OF A
 CC0816'EAST-WEST FENCE.
 CC0816'
 CC0816'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BALMORHEA NO 2 1968,
 CC0816'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CC0816'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 54-1/2 FEET WEST OF A
 CC0816'METAL WITNESS POST WITH SIGN ATTACHED AND 1.2 FEET NORTH OF A
 CC0816'EAST-WEST FENCE.
 CC0816'
 CC0816'AZIMUTH MARK, IS A STANDARD BENCH MARK DISK STAMPED Z 1115 1958 SET
 CC0816'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CC0816'6 INCHES ABOVE THE GROUND SURFACE.
 CC0816'
 CC0816'IT IS 76 FEET SOUTH OF THE APPROXIMATE CENTER OF A DIRT ROAD, 2.3
 CC0816'FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 2.1 FEET
 CC0816'EAST OF A 4 X 4 INCH SQUARE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0815 ***********************************************************************
 CC0815  DESIGNATION -  BALMORHEA RM A
 CC0815  PID         -  CC0815
 CC0815  STATE/COUNTY-  TX/REEVES
 CC0815  USGS QUAD   -  MEIER HILLS (1970)
 CC0815
 CC0815                         *CURRENT SURVEY CONTROL
 CC0815  ___________________________________________________________________
 CC0815* NAD 83(1993)-  31 00 33.27301(N)    103 48 20.24603(W)     ADJUSTED  
 CC0815* NAVD 88     -      1011.5    (meters)    3319.     (feet)  VERTCON   
 CC0815  ___________________________________________________________________
 CC0815  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CC0815  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CC0815
 CC0815  HORZ ORDER  -  FIRST
 CC0815
 CC0815.The horizontal coordinates were established by classical geodetic methods
 CC0815.and adjusted by the National Geodetic Survey in February 1996..
 CC0815
 CC0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0815
 CC0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0815
 CC0815.The geoid height was determined by GEOID03.
 CC0815
 CC0815;                    North         East     Units Scale Factor Converg.
 CC0815;SPC TX C     - 3,154,005.236   368,506.485   MT  0.99988175   -1 47 18.4
 CC0815;SPC TX C     -10,347,765.51  1,209,008.36   sFT  0.99988175   -1 47 18.4
 CC0815;UTM  13      - 3,431,238.511   614,015.287   MT  0.99976035   +0 36 55.4
 CC0815
 CC0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0815!SPC TX C     -   0.99984476  x   0.99988175  =   0.99972653
 CC0815!UTM  13      -   0.99984476  x   0.99976035  =   0.99960515
 CC0815
 CC0815|---------------------------------------------------------------------|
 CC0815| PID    Reference Object                     Distance      Geod. Az  |
 CC0815|                                                           dddmmss.s |
 CC0815| CC0816 BALMORHEA                            29.170 METERS 18840     |
 CC0815| CD0935 DAVIS                               APPROX.23.8 KM 2930505.0 |
 CC0815|---------------------------------------------------------------------|
 CC0815
 CC0815                          SUPERSEDED SURVEY CONTROL
 CC0815
 CC0815  NAD 83(1986)-  31 00 33.27519(N)    103 48 20.24088(W) AD(       ) 1
 CC0815  NAD 27      -  31 00 32.75706(N)    103 48 18.58130(W) AD(       ) 1
 CC0815  NGVD 29 (07/19/86) 1011.2    (m)         3318.     (f) VERT ANG       
 CC0815
 CC0815.Superseded values are not recommended for survey control.
 CC0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0815.See file dsdata.txt to determine how the superseded data were derived.
 CC0815
 CC0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ1401531239(NAD 83)
 CC0815_MARKER: DS = TRIANGULATION STATION DISK
 CC0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0815+STABILITY: SURFACE MOTION
 CC0815
 CC0815  HISTORY     - Date     Condition        Report By
 CC0815  HISTORY     - 1968     MONUMENTED       CGS
 CC0815
 CC0815                          STATION DESCRIPTION
 CC0815
 CC0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0815'THE STATION IS LOCATED ABOUT 9 MILES WEST OF SARAGOSA, 4-1/2
 CC0815'MILES NORTH OF TOYAHVALE, 4 MILES WEST-NORTHWEST OF BALMORHEA
 CC0815'AND ON LAND LEASED BY MR. RAY HUMPHRIE.
 CC0815'
 CC0815'TO REACH THE STATION SEE THE DESCRIPTION TO TRIANGULATION
 CC0815'STATION BALMORHEA 1968 THEREOF.
 CC0815'
 CC0815'THE STATION MARK IS A STANDARD DISK, STAMPED BALMORHEA RM A
 CC0815'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 CC0815'FLUSH WITH THE GROUND SURFACE.  IT IS 136.0 FEET NORTH OF A
 CC0815'METAL WITNESS POST WITH SIGN ATTACHED THAT IS SET IN A FENCE
 CC0815'LINE AND 37.5 FEET WEST OF A DIM TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0459 ***********************************************************************
 BA0459  DESIGNATION -  BALUDO
 BA0459  PID         -  BA0459
 BA0459  STATE/COUNTY-  TX/PRESIDIO
 BA0459  USGS QUAD   -  PUERTO POTRILLO (1983)
 BA0459
 BA0459                         *CURRENT SURVEY CONTROL
 BA0459  ___________________________________________________________________
 BA0459* NAD 83(1993)-  29 47 49.68040(N)    103 57 09.27441(W)     ADJUSTED  
 BA0459* NAVD 88     -      1446.     (meters)    4744.     (feet)  SCALED    
 BA0459  ___________________________________________________________________
 BA0459  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 BA0459  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BA0459
 BA0459  HORZ ORDER  -  SECOND
 BA0459
 BA0459.The horizontal coordinates were established by classical geodetic methods
 BA0459.and adjusted by the National Geodetic Survey in February 1996..
 BA0459
 BA0459.The orthometric height was scaled from a topographic map.
 BA0459
 BA0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0459
 BA0459.The geoid height was determined by GEOID03.
 BA0459
 BA0459;                    North         East     Units Scale Factor Converg.
 BA0459;SPC TXSC     - 4,227,779.022   121,368.450   MT  0.99989568   -2 25 34.8
 BA0459;SPC TXSC     -13,870,638.34    398,189.66   sFT  0.99989568   -2 25 34.8
 BA0459;UTM  13      - 3,296,766.276   601,229.312   MT  0.99972643   +0 31 13.9
 BA0459
 BA0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0459!SPC TXSC     -   0.99977631  x   0.99989568  =   0.99967201
 BA0459!UTM  13      -   0.99977631  x   0.99972643  =   0.99950280
 BA0459
 BA0459|---------------------------------------------------------------------|
 BA0459| PID    Reference Object                     Distance      Geod. Az  |
 BA0459|                                                           dddmmss.s |
 BA0459| CH7895 BALUDO RM 1                           5.960 METERS 05025     |
 BA0459| CH7896 BALUDO RM 2                           6.884 METERS 12944     |
 BA0459| CH7894 BALUDO AZ MK                                       2564748.1 |
 BA0459|---------------------------------------------------------------------|
 BA0459
 BA0459                          SUPERSEDED SURVEY CONTROL
 BA0459
 BA0459  NAD 83(1986)-  29 47 49.67478(N)    103 57 09.26958(W) AD(       ) 2
 BA0459  NAD 27      -  29 47 49.05000(N)    103 57 07.57700(W) AD(       ) 2
 BA0459
 BA0459.Superseded values are not recommended for survey control.
 BA0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0459.See file dsdata.txt to determine how the superseded data were derived.
 BA0459
 BA0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN0122996766(NAD 83)
 BA0459_MARKER: DS = TRIANGULATION STATION DISK
 BA0459_SETTING: 66 = SET IN ROCK OUTCROP
 BA0459
 BA0459  HISTORY     - Date     Condition        Report By
 BA0459  HISTORY     - 1942     MONUMENTED       CGS
 BA0459  HISTORY     - 1972     GOOD             ARCO
 BA0459
 BA0459                          STATION DESCRIPTION
 BA0459
 BA0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BA0459'THE STATION IS LOCATED 36 MILES, AIR LINE, S OF MARFA, 8 MILES
 BA0459'NE OF CASA PIEDRA, ON THE N ONE OF TWO PEAKS ON CERRO BALUDO
 BA0459'MOUNTAIN, A HIGH LONE BUTTE HAVING STEEP SIDES AND A ROUND TOP.
 BA0459'
 BA0459'THE STATION MARK IS ON THE HIGHEST POINT OF THE MOUNTAIN AND
 BA0459'IS STAMPED BALUDO 1942.
 BA0459'
 BA0459'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BA0459'SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BA0459'
 BA0459'REFERENCE MARK NO. 1 IS 9 INCHES LOWER THAN THE STATION MARK.
 BA0459'IT IS STAMPED BALUDO NO. 1 1942.
 BA0459'
 BA0459'REFERENCE MARK NO. 2 IS THE SAME HEIGHT AS THE STATION MARK.
 BA0459'IT IS STAMPED BALUDO NO. 2 1942.
 BA0459'
 BA0459'THE AZIMUTH MARK IS ABOUT 600 FEET LOWER THAN THE STATION
 BA0459'MARK.  IT IS ABOUT 0.1 MILE W OF THE END OF TRUCK TRAVEL, 90
 BA0459'FEET N OF THE CENTER LINE OF THE TRACK ROAD AND IS ON THE TOP
 BA0459'OF A PROJECTION OF ROCK OUTCROP.
 BA0459'
 BA0459'TO REACH FROM THE POST OFFICE IN MARFA GO S 1/2 BLOCK TO STOP
 BA0459'LIGHT AT THE INTERSECTION OF THE MAIN STREET WITH U.S. HIGHWAY
 BA0459'90, CONTINUE S ON THE MARFA-PRESIDIO HIGHWAY 7.0 MILES TO A ROAD
 BA0459'LEADING TO THE LEFT AND SIGN ALAMITO CREEK ROAD, TURN ONTO THE
 BA0459'ALAMITO CREEK ROAD, GO S AND E 22.4 MILES TO A FORKS AND A SIGN
 BA0459'TO ALAMITO FORK, TAKE THE LEFT FORK, GO SE DOWN GRADE 3.8
 BA0459'MILES TO THE PLATA MAINTENANCE STATION ON THE RAILROAD,
 BA0459'CONTINUE S ON THE MAIN-TRAVELED ROAD 5.1 MILES TO FORKS, TAKE
 BA0459'LEFT FORK AS PER SIGN P.A. JACKSON, FAWLKS BROS., GO 2.1
 BA0459'MILES TO A POINT, THAT BEARS RIGHT, AWAY FROM AN OLD FENCE
 BA0459'LINE, TURN LEFT THROUGH A WOODEN GATE AND FOLLOW A
 BA0459'TRACK ROAD NE AND E 1.1 MILES TO A WOODEN GATE, PASS THROUGH
 BA0459'GATE AND GO 0.1 MILE.  THE AZIMUTH MARK IS 90 FEET N OF
 BA0459'THE TRACK ROAD, CONTINUE 0.1 MILE TO A STONE STOCK TANK AND A
 BA0459'WINDMILL.  THIS IS THE END OF TRUCK TRAVEL.  PACK EASTWARD UP
 BA0459'THE SIDE OF THE MOUNTAIN TO THE HIGHEST POINT AND STATION.  A
 BA0459'40-MINUTE PACK.
 BA0459
 BA0459                          STATION RECOVERY (1972)
 BA0459
 BA0459'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1972 (OWC)
 BA0459'BALUDO 1942-GOOD
 BA0459'
 BA0459'BALUDO NO. 1 1942-GOOD
 BA0459'
 BA0459'BALUDO NO. 2 1942-GOOD
 BA0459'
 BA0459'AZIMUTH 1942-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1774 ***********************************************************************
 AW1774  DESIGNATION -  BAMMEL
 AW1774  PID         -  AW1774
 AW1774  STATE/COUNTY-  TX/HARRIS
 AW1774  USGS QUAD   -  SATSUMA (1982)
 AW1774
 AW1774                         *CURRENT SURVEY CONTROL
 AW1774  ___________________________________________________________________
 AW1774* NAD 83(1993)-  29 57 58.97341(N)    095 32 17.31795(W)     ADJUSTED  
 AW1774* NAVD 88     -        37.76   (+/-2cm)     123.9    (feet)  VERTCON   
 AW1774  ___________________________________________________________________
 AW1774  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW1774  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW1774  OBS GRAVITY -     979,293.6   (mgal)                       GRAV_OBS
 AW1774
 AW1774  HORZ ORDER  -  THIRD
 AW1774  VERT ORDER  -  THIRD (See Below)
 AW1774
 AW1774.The horizontal coordinates were established by classical geodetic methods
 AW1774.and adjusted by the National Geodetic Survey in February 1996..
 AW1774
 AW1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1774.The vertical order pertains to the NGVD 29 superseded value.
 AW1774
 AW1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1774
 AW1774.The geoid height was determined by GEOID03.
 AW1774.The observed gravity was obtained from relative gravimeter ties
 AW1774.to the IGSN71 gravity network.
 AW1774
 AW1774;                    North         East     Units Scale Factor Converg.
 AW1774;SPC TXSC     - 4,241,347.212   934,059.898   MT  0.99992380   +1 41 45.6
 AW1774;SPC TXSC     -13,915,153.31  3,064,494.85   sFT  0.99992380   +1 41 45.6
 AW1774;UTM  15      - 3,317,770.961   255,079.001   MT  1.00034016   -1 16 06.3
 AW1774
 AW1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1774!SPC TXSC     -   0.99999842  x   0.99992380  =   0.99992222
 AW1774!UTM  15      -   0.99999842  x   1.00034016  =   1.00033858
 AW1774
 AW1774:                Primary Azimuth Mark                     Grid Az
 AW1774:SPC TXSC     -  BAMMEL AZ MK                             062 32 19.4
 AW1774:UTM  15      -  BAMMEL AZ MK                             065 30 11.3
 AW1774
 AW1774|---------------------------------------------------------------------|
 AW1774| PID    Reference Object                     Distance      Geod. Az  |
 AW1774|                                                           dddmmss.s |
 AW1774| CV5975 BAMMEL AZ MK                                       0641405.0 |
 AW1774| AW4623 BAMMEL RM 3                          23.602 METERS 07059     |
 AW1774| AW6897 N HOUSTON HL AND P CO TANK          APPROX. 2.8 KM 1651753.3 |
 AW1774| AW4622 BAMMEL RM 2                          25.390 METERS 23310     |
 AW1774| AW1791 BAMMEL RM 1                          23.978 METERS 34545     |
 AW1774|---------------------------------------------------------------------|
 AW1774
 AW1774                          SUPERSEDED SURVEY CONTROL
 AW1774
 AW1774  NAD 83(1986)-  29 57 58.98820(N)    095 32 17.29964(W) AD(       ) 3
 AW1774  NAD 27      -  29 57 58.18706(N)    095 32 16.50991(W) AD(       ) 3
 AW1774  NGVD 29 (07/19/86)   37.75   (m)          123.9    (f) LEVELING    3  
 AW1774
 AW1774.Superseded values are not recommended for survey control.
 AW1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1774.See file dsdata.txt to determine how the superseded data were derived.
 AW1774
 AW1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5507917771(NAD 83)
 AW1774_MARKER: DS = TRIANGULATION STATION DISK
 AW1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1774_STAMPING: BAMMEL 1952
 AW1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1774+STABILITY: SURFACE MOTION
 AW1774
 AW1774  HISTORY     - Date     Condition        Report By
 AW1774  HISTORY     - 1952     MONUMENTED       CGS
 AW1774  HISTORY     - 1954     GOOD             CGS
 AW1774  HISTORY     - 1962     GOOD             HLPCO
 AW1774  HISTORY     - 1968     GOOD             CGS
 AW1774  HISTORY     - 1973     GOOD             NGS
 AW1774  HISTORY     - 1978     GOOD             NGS
 AW1774  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1774  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1774  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW1774
 AW1774                          STATION DESCRIPTION
 AW1774
 AW1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW1774'THE STATION IS LOCATED ABOUT 10.0 MILES EAST OF CYPRESS AND
 AW1774'ABOUT 8.0 MILES WEST-SOUTHWEST OF WESTFIELD NEAR THE SOUTHEAST
 AW1774'CORNER OF A NARROW PASTURE, 125 FEET EAST OF THE EAST
 AW1774'RAIL OF RAILROAD TRACK, 68 FEET NORTH OF THE CENTER OF JACKRABBIT
 AW1774'ROAD, 17 FEET NORTH OF AN EAST-WEST FENCE LINE, 17 FEET WEST
 AW1774'OF A NORTH-SOUTH FENCE LINE AND 2 FEET NORTHWEST OF A WITNESS
 AW1774'POST.  IT IS STAMPED BAMMEL 1952 AND PROJECTS 3 INCHES.
 AW1774'
 AW1774'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF PASTURE, 94 FEET
 AW1774'NORTH OF A T FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH
 AW1774'FENCE LINE.  IT IS STAMPED BAMMEL NO 1 1952 AND PROJECTS
 AW1774'3 INCHES.
 AW1774'
 AW1774'REFERENCE MARK NO. 2 IS ON THE RAILROAD RIGHT-OF-WAY, 52
 AW1774'FEET NORTH OF THE CENTER OF JACKRABBIT ROAD, 42 FEET EAST
 AW1774'OF THE EAST RAIL OF RAILROAD TRACK AND 1 FOOT EAST OF A
 AW1774'FENCE CORNER.  IT IS STAMPED BAMMEL NO 2 1952 AND PROJECTS
 AW1774'4 INCHES.
 AW1774'
 AW1774'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 134.64 FEET.
 AW1774'
 AW1774'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF A CROSSROAD,
 AW1774'48 FEET SOUTH OF THE CENTER OF JACKRABBIT ROAD, 30 FEET EAST
 AW1774'OF THE CENTER OF A NORTH-SOUTH ROAD AND 1 FOOT SOUTH OF A
 AW1774'FENCE CORNER AND WITNESS POST.  IT IS STAMPED BAMMEL 1952 AND
 AW1774'PROJECTS 5 INCHES.
 AW1774'
 AW1774'TO REACH THE STATION FROM THE INTERSECTION JUST NORTH OF THE
 AW1774'POST OFFICE IN WESTFIELD, GO WEST ON HARD SURFACED ROAD FOR 1.5
 AW1774'MILES TO U.S. HIGHWAY 75, CROSS U.S. HIGHWAY 75 AND CONTINUE
 AW1774'WEST-SOUTHWEST ON JACKRABBIT ROAD FOR 2.3 MILES TO A CROSSROAD
 AW1774'AND BAMMELS STORE ON RIGHT.  CONTINUE WEST-SOUTHWEST FOR 4.9
 AW1774'MILES TO A CROSSROAD AND AZIMUTH MARK IN SOUTHEAST ANGLE AS
 AW1774'DESCRIBED, CONTINUE WEST FOR 0.25 MILE TO STATION ON RIGHT
 AW1774'AS DESCRIBED.
 AW1774'
 AW1774'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW1774
 AW1774                          STATION RECOVERY (1954)
 AW1774
 AW1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW1774'7.35 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST
 AW1774'OFFICE AT FAIRBANKS, THENCE 6.05 MILES NORTHEAST ALONG FARM
 AW1774'ROAD 1960, 149 FEET NORTH OF THE CENTER OF THE CROSSING
 AW1774'OF THE BURLINGTON AND ROCK ISLAND RAILROAD, 67 FEET NORTHWEST
 AW1774'OF THE CENTER LINE OF THE FARM ROAD, 132 FEET NORTHEAST OF THE
 AW1774'NORTHEAST RAIL OF THE RAILROAD, 2 FEET WEST OF A WITNESS POST,
 AW1774'4 FEET BELOW THE LEVEL OF THE ROAD, A TRIANGULATION STATION
 AW1774'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 AW1774'FOOT ABOVE THE GROUND, STAMPED BAMMEL 1952.
 AW1774'
 AW1774'BAMMEL R.M. 1 IS 77.1 FEET NORTHWEST OF TRIANGULATION STATION
 AW1774'BAMMEL 1952, 139 FEET NORTHEAST OF THE NORTHEAST RAIL, 144
 AW1774'FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, 0.6 FOOT
 AW1774'SOUTHWEST OF A FENCE, 4 FEET BELOW THE LEVEL OF THE FARM
 AW1774'ROAD, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AW1774'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED BAMMEL
 AW1774'NO 1 1952.
 AW1774'
 AW1774'BAMMEL R.M. 2 IS 83.0 FEET SOUTHWEST OF TRIANGULATION STATION
 AW1774'BAMMEL 1952, 49 FEET NORTHEAST OF THE NORTHEAST RAIL, 51
 AW1774'FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, SET IN
 AW1774'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AW1774'GROUND, STAMPED BAMMEL NO 2 1952.
 AW1774
 AW1774                          STATION RECOVERY (1962)
 AW1774
 AW1774'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1962 (RMM)
 AW1774'STATION FOUND IN GOOD CONDITION.  NO WITNESS POST FOUND.
 AW1774'SOMEONE HAS TRIED TO PRY THE AZIMUTH MARK DISK LOOSE FROM
 AW1774'CONCRETE BASE.
 AW1774'
 AW1774'DESCRIPTION SHOULD BE CHANGED TO READ--
 AW1774'
 AW1774'THE STATION IS LOCATED ABOUT 10.0 MILES E OF CYPRESS AND ABOUT
 AW1774'6.0 MILES WSW OF WESTFIELD (NOT WESTERFIELD), NEAR THE SE
 AW1774'CORNER OF HOUSTON L AND P R-O-W (STEEL TOWER LINE), 131 FEET
 AW1774'E OF THE EAST RAIL OF A RAILROAD (B AND RI RR), 68 FEET
 AW1774'N OF THE CENTER OF JACKRABBIT ROAD (FM HWY 1960), 17 FEET
 AW1774'W OF A N-S FENCE LINE AND IS STAMPED BAMMEL 1952, PROJECTS
 AW1774'3 INCHES.
 AW1774
 AW1774                          STATION RECOVERY (1968)
 AW1774
 AW1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW1774'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 AW1774'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  NO DIRECTION
 AW1774'WAS OBTAINED ON REFERENCE MARK 1 DUE TO A PINE TREE ON LINE.
 AW1774'A DIFFERENCE OF 0.19 OF A FOOT LONGER WAS FOUND IN THE DISTANCE
 AW1774'TO REFERENCE MARK 2.  THE AZIMUTH MARK IS NO LONGER VISIBLE
 AW1774'FROM THE GROUND.  A TOWER COULD NOT BE BUILT OVER THE STATION
 AW1774'MARK DUE TO OVERHEAD POWER LINES.  REFERENCE MARK 3 WAS
 AW1774'ESTABLISHED AND OBSERVATIONS WERE MADE FROM THIS MARK.
 AW1774'FOLLOWING IS A NEW DESCRIPTION.
 AW1774'
 AW1774'THE STATION IS LOCATED ABOUT 9-1/2 MILES EAST OF CYPRESS, 7
 AW1774'MILES SOUTHWEST OF WESTFIELD, 3/4 MILE NORTHEAST OF THE JUNCTION
 AW1774'OF FARM ROADS 1960 AND 149 AND ON RAILROAD RIGHT-OF-WAY.
 AW1774'
 AW1774'TO REACH THE STATION FROM THE POST OFFICE IN WESTFIELD, GO
 AW1774'WEST ON FARM ROAD 1960 FOR 4.7 MILES TO A CROSSROAD.  CONTINUE
 AW1774'SOUTHWEST ON FARM ROAD 1960 FOR 2.65 MILES TO A CROSSROAD
 AW1774'AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 AW1774'CONTINUE SOUTHWEST ON FARM ROAD 1960 FOR 0.25 MILE TO THE
 AW1774'STATION ON THE RIGHT JUST BEFORE REACHING A RAILROAD CROSSING.
 AW1774'
 AW1774'THE STATION MARK IS A STANDARD DISK STAMPED BAMMEL 1952, SET IN
 AW1774'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AW1774'2 INCHES ABOVE THE GROUND.  IT IS 72 FEET EAST-NORTHEAST OF
 AW1774'THE CENTER OF A GRAVELED ROAD, 67 FEET NORTH-NORTHWEST OF THE
 AW1774'CENTER OF FARM ROAD 1960, 23 FEET WEST OF A FENCE CORNER,
 AW1774'17 FEET WEST-SOUTHWEST OF A WIRE FENCE AND 1.3 FEET
 AW1774'NORTH-NORTHWEST OF A METAL WITNESS POST.
 AW1774'
 AW1774'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BAMMEL NO 1 1952,
 AW1774'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW1774'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 80.1 FEET NORTH-NORTHWEST
 AW1774'OF THE METAL WITNESS POST, 10 FEET EAST-NORTHEAST OF THE CENTER
 AW1774'OF A DRAINAGE DITCH AND 0.4 OF A FOOT SOUTHWEST OF THE WIRE
 AW1774'FENCE.
 AW1774'
 AW1774'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAMMEL NO
 AW1774'2 1952, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW1774'WHICH IS ABOUT 4 INCHES BELOW THE GROUND SURFACE.  IT IS 51
 AW1774'FEET NORTHWEST OF THE CENTER OF FARM ROAD 1960, 49 FEET
 AW1774'NORTH OF A RAILROAD SIGNAL AND 14 FEET SOUTHWEST OF THE
 AW1774'CENTER OF THE GRAVELED ROAD.
 AW1774'
 AW1774'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BAMMEL 1952 NO 3
 AW1774'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW1774'WHICH PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 59.6 FEET
 AW1774'NORTHEAST OF THE FENCE CORNER, 57 FEET NORTH-NORTHWEST OF THE
 AW1774'CENTER OF FARM ROAD 1960 AND 6 FEET NORTH-NORTHWEST OF A
 AW1774'WIRE FENCE.
 AW1774'
 AW1774'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAMMEL 1952, SET
 AW1774'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AW1774'4 INCHES ABOVE THE GROUND.  IT IS 54 FEET SOUTHEAST OF THE
 AW1774'CENTER OF FARM ROAD 1960, 32.7 FEET NORTHEAST OF THE CENTER
 AW1774'OF CUTTEN ROAD, 8.4 FEET EAST-NORTHEAST OF TELEPHONE POLE
 AW1774'NO. 49, 1.1 FEET NORTHWEST OF A METAL WITNESS POST AND 1 FOOT
 AW1774'SOUTHWEST OF A WIRE FENCE.
 AW1774
 AW1774                          STATION RECOVERY (1973)
 AW1774
 AW1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1774'10.0 MI SE FROM TOMBALL.
 AW1774'ABOUT 10 MILES SOUTHEAST ALONG BURLINGTON-ROCK ISLAND RAILROAD FROM
 AW1774'THE STATION AT TOMBALL, AT THE CROSSING OF FARM ROAD 1960, 131.1 FEET
 AW1774'NORTHEAST OF THE NORTH EAST RAIL, 99.3 FEET NORTHWEST OF THE CENTER
 AW1774'LINE OF RM 1960, 17 FEET SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF A
 AW1774'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN
 AW1774'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AW1774
 AW1774                          STATION RECOVERY (1978)
 AW1774
 AW1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1774'RECOVERED IN GOOD CONDITION.
 AW1774
 AW1774                          STATION RECOVERY (1986)
 AW1774
 AW1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1774'THERE HAS BEEN GRADING AT THIS LOCATION.
 AW1774
 AW1774                          STATION RECOVERY (1994)
 AW1774
 AW1774'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1774'MARK NOT FOUND.
 AW1774
 AW1774                          STATION RECOVERY (2004)
 AW1774
 AW1774'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1791 ***********************************************************************
 AW1791  DESIGNATION -  BAMMEL RM 1
 AW1791  PID         -  AW1791
 AW1791  STATE/COUNTY-  TX/HARRIS
 AW1791  USGS QUAD   -  SATSUMA (1982)
 AW1791
 AW1791                         *CURRENT SURVEY CONTROL
 AW1791  ___________________________________________________________________
 AW1791* NAD 83(1986)-  29 57 59.     (N)    095 32 17.     (W)     SCALED    
 AW1791* NAVD 88     -        37.91   (+/-2cm)     124.4    (feet)  VERTCON   
 AW1791  ___________________________________________________________________
 AW1791  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW1791
 AW1791  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1791
 AW1791.The horizontal coordinates were scaled from a topographic map and have
 AW1791.an estimated accuracy of +/- 6 seconds.
 AW1791
 AW1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1791.The vertical order pertains to the NGVD 29 superseded value.
 AW1791
 AW1791.The geoid height was determined by GEOID03.
 AW1791
 AW1791;                    North         East    Units  Estimated Accuracy
 AW1791;SPC TXSC     - 4,241,350.      934,070.      MT  (+/- 180 meters Scaled)
 AW1791
 AW1791                          SUPERSEDED SURVEY CONTROL
 AW1791
 AW1791  NGVD 29 (??/??/92)   37.900  (m)          124.34   (f) ADJ UNCH    2 0
 AW1791
 AW1791.Superseded values are not recommended for survey control.
 AW1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1791.See file dsdata.txt to determine how the superseded data were derived.
 AW1791
 AW1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP550177(NAD 83)
 AW1791_MARKER: DR = REFERENCE MARK DISK
 AW1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1791_STAMPING: BAMMEL NO 1 1952
 AW1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1791+STABILITY: SURFACE MOTION
 AW1791
 AW1791  HISTORY     - Date     Condition        Report By
 AW1791  HISTORY     - 1952     MONUMENTED       CGS
 AW1791  HISTORY     - 1973     GOOD             NGS
 AW1791  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1791  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW1791
 AW1791                          STATION DESCRIPTION
 AW1791
 AW1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1791'10.0 MI SE FROM TOMBALL.
 AW1791'ABOUT 10 MILES SOUTHEAST ALONG BURLINGTON-ROCK ISLAND RAILROAD FROM
 AW1791'THE STATION AT TOMBALL, AT THE CROSSING OF FARM ROAD 1960, 178 FEET
 AW1791'NORTHWEST OF THE CENTER LINE OF FM 1960, 147.7 FEET NORTHEAST OF THE
 AW1791'NORTHEAST RAIL OF THE MAIN TRACK, 0.3 FOOT SOUTHWEST OF A FENCE, 1.6
 AW1791'FEET SOUTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 AW1791'RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AW1791
 AW1791                          STATION RECOVERY (1978)
 AW1791
 AW1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1791'NOT RECOVERED.
 AW1791
 AW1791                          STATION RECOVERY (1995)
 AW1791
 AW1791'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4622 ***********************************************************************
 AW4622  DESIGNATION -  BAMMEL RM 2
 AW4622  PID         -  AW4622
 AW4622  STATE/COUNTY-  TX/HARRIS
 AW4622  USGS QUAD   -  SATSUMA (1982)
 AW4622
 AW4622                         *CURRENT SURVEY CONTROL
 AW4622  ___________________________________________________________________
 AW4622* NAD 83(1986)-  29 57 59.     (N)    095 32 17.     (W)     SCALED    
 AW4622* NAVD 88     -        38.52   (+/-2cm)     126.4    (feet)  VERTCON   
 AW4622  ___________________________________________________________________
 AW4622  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW4622
 AW4622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4622
 AW4622.The horizontal coordinates were scaled from a topographic map and have
 AW4622.an estimated accuracy of +/- 6 seconds.
 AW4622
 AW4622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4622.The vertical order pertains to the NGVD 29 superseded value.
 AW4622
 AW4622.The geoid height was determined by GEOID03.
 AW4622
 AW4622;                    North         East    Units  Estimated Accuracy
 AW4622;SPC TXSC     - 4,241,350.      934,070.      MT  (+/- 180 meters Scaled)
 AW4622
 AW4622                          SUPERSEDED SURVEY CONTROL
 AW4622
 AW4622  NGVD 29 (??/??/92)   38.518  (m)          126.37   (f) ADJ UNCH    2 0
 AW4622
 AW4622.Superseded values are not recommended for survey control.
 AW4622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4622.See file dsdata.txt to determine how the superseded data were derived.
 AW4622
 AW4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP550177(NAD 83)
 AW4622_MARKER: DR = REFERENCE MARK DISK
 AW4622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4622_STAMPING: BAMMEL NO 2 1952
 AW4622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4622+STABILITY: SURFACE MOTION
 AW4622
 AW4622  HISTORY     - Date     Condition        Report By
 AW4622  HISTORY     - 1952     MONUMENTED       CGS
 AW4622  HISTORY     - 1968     GOOD             NGS
 AW4622  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4622  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW4622  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW4622
 AW4622                          STATION DESCRIPTION
 AW4622
 AW4622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AW4622'7.6 MI SW FROM WESTFIELD.
 AW4622'7.6 MILES WEST AND SOUTHWEST ALONG FARM ROAD 1960 FROM THE POST OFFICE
 AW4622'IN WESTFIELD TO THE MARK ON THE RIGHT.  IT IS 51 FEET NORTHWEST OF THE
 AW4622'CENTER OF FARM ROAD 1960, 49 FEET NORTH OF A RAILROAD SIGNAL, 14 FEET
 AW4622'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD AND SET IN THE TOP OF A
 AW4622'12-INCH SQUARE CONCRETE MONUMENT WHICH IS 4 INCHES BELOW THE GROUND
 AW4622'SURFACE.
 AW4622
 AW4622                          STATION RECOVERY (1973)
 AW4622
 AW4622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4622'MARK NOT FOUND.
 AW4622
 AW4622                          STATION RECOVERY (1994)
 AW4622
 AW4622'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4622'MARK NOT FOUND.
 AW4622
 AW4622                          STATION RECOVERY (2004)
 AW4622
 AW4622'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4623 ***********************************************************************
 AW4623  DESIGNATION -  BAMMEL RM 3
 AW4623  PID         -  AW4623
 AW4623  STATE/COUNTY-  TX/HARRIS
 AW4623  USGS QUAD   -  SATSUMA (1982)
 AW4623
 AW4623                         *CURRENT SURVEY CONTROL
 AW4623  ___________________________________________________________________
 AW4623* NAD 83(1993)-  29 57 59.22326(N)    095 32 16.48570(W)     ADJUSTED  
 AW4623* NAVD 88     -        37.96   (+/-2cm)     124.5    (feet)  VERTCON   
 AW4623  ___________________________________________________________________
 AW4623  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW4623  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW4623
 AW4623  HORZ ORDER  -  FIRST
 AW4623  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4623
 AW4623.The horizontal coordinates were established by classical geodetic methods
 AW4623.and adjusted by the National Geodetic Survey in February 1996..
 AW4623
 AW4623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4623.The vertical order pertains to the NGVD 29 superseded value.
 AW4623
 AW4623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4623
 AW4623.The geoid height was determined by GEOID03.
 AW4623
 AW4623;                    North         East     Units Scale Factor Converg.
 AW4623;SPC TXSC     - 4,241,355.562   934,081.973   MT  0.99992382   +1 41 46.0
 AW4623;SPC TXSC     -13,915,180.71  3,064,567.27   sFT  0.99992382   +1 41 46.0
 AW4623;UTM  15      - 3,317,778.161   255,101.486   MT  1.00034002   -1 16 05.9
 AW4623
 AW4623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4623!SPC TXSC     -   0.99999839  x   0.99992382  =   0.99992221
 AW4623!UTM  15      -   0.99999839  x   1.00034002  =   1.00033841
 AW4623
 AW4623:                Primary Azimuth Mark                     Grid Az
 AW4623:SPC TXSC     -  BAMMEL AZ MK                             062 12 41.4
 AW4623:UTM  15      -  BAMMEL AZ MK                             065 10 33.3
 AW4623
 AW4623|---------------------------------------------------------------------|
 AW4623| PID    Reference Object                     Distance      Geod. Az  |
 AW4623|                                                           dddmmss.s |
 AW4623| CV5975 BAMMEL AZ MK                                       0635427.4 |
 AW4623| AW6762 HOUSTON RAD STA KENR CEN MAST       APPROX. 6.9 KM 0645204.1 |
 AW4623| AW6765 N HOUSTON KKH 54 RAD MAST           APPROX. 3.7 KM 0964101.9 |
 AW4623| AW6764 HOUSTON FAA MICROWAVE MAST          APPROX. 7.0 KM 1451723.5 |
 AW4623| AW6895 FAIRBANKS RAD MAST                  APPROX. 6.8 KM 1683638.8 |
 AW4623| AW6902 SATSUMA MICROWAVE TOWER             APPROX. 9.8 KM 2320009.8 |
 AW4623|---------------------------------------------------------------------|
 AW4623
 AW4623                          SUPERSEDED SURVEY CONTROL
 AW4623
 AW4623  NAD 83(1986)-  29 57 59.23806(N)    095 32 16.46736(W) AD(       ) 1
 AW4623  NAD 27      -  29 57 58.43693(N)    095 32 15.67770(W) AD(       ) 1
 AW4623  NGVD 29 (??/??/92)   37.956  (m)          124.53   (f) ADJ UNCH    2 0
 AW4623
 AW4623.Superseded values are not recommended for survey control.
 AW4623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4623.See file dsdata.txt to determine how the superseded data were derived.
 AW4623
 AW4623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5510117778(NAD 83)
 AW4623_MARKER: DR = REFERENCE MARK DISK
 AW4623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4623_STAMPING: BAMMEL NO 3 1952 1968
 AW4623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4623+STABILITY: SURFACE MOTION
 AW4623
 AW4623  HISTORY     - Date     Condition        Report By
 AW4623  HISTORY     - 1968     MONUMENTED       CGS
 AW4623  HISTORY     - 1973     GOOD             NGS
 AW4623  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW4623  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW4623
 AW4623                          STATION DESCRIPTION
 AW4623
 AW4623'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW4623'THE STATION IS LOCATED ABOUT 9-1/2 MILES EAST OF CYPRESS, 7 MILES
 AW4623'SOUTHWEST OF WESTFIELD, 3/4 MILE NORTHEAST OF THE JUNCTION OF FARM
 AW4623'ROADS 1960 AND 149 AND ON PROPERTY OF MR. PAT MORGAN.
 AW4623'
 AW4623'TO REACH THE STATION FROM THE POST OFFICE IN WESTFIELD, GO WEST ON
 AW4623'FARM ROAD 1960 FOR 4.7 MILES TO A CROSSROAD.  CONTINUE SOUTHWEST ON
 AW4623'FARM ROAD 1960 FOR 2.65 MILES TO A CORSSROAD AND THE AZIMUTH MARK
 AW4623'IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE SOUTHWEST ON
 AW4623'FARM ROAD 1960 FOR 0.25 MILE TO THE STATION ON THE RIGHT JUST
 AW4623'BEFORE REACHING A RAILROAD CROSSING.
 AW4623'
 AW4623'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED BAMMEL 1952
 AW4623'NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW4623'WHICH PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 59.6 FEET
 AW4623'NORTHEAST OF A FENCE CORNER, 57 FEET NORTH-NORTHWEST OF THE CENTER
 AW4623'OF FARM ROAD 1960 AND 6 FEET NORTH-NORTHWEST OF A WIRE FENCE.
 AW4623'
 AW4623'BAMMEL 1952 IS A STANDARD STATION DISK STAMPED BAMMEL 1952, SET IN
 AW4623'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 AW4623'INCHES ABOVE THE GROUND.  IT IS 72 FEET EAST-NORTHEAST OF THE
 AW4623'CENTER OF A GRAVELED ROAD, 67 FEET NORTH-NORTHWEST OF THE CENTER OF
 AW4623'FARM ROAD 1960, 23 FEET WEST OF THE FENCE CORNER, 17 FEET
 AW4623'WEST-SOUTHWEST OF A WIRE FENCE AND 1.3 FEET NORTH-NORTHWEST OF A
 AW4623'METAL WITNESS POST.
 AW4623'
 AW4623'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAMMEL 1952, SET IN THE
 AW4623'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 AW4623'INCHES ABOVE THE GROUND.  IT IS 54 FEET SOUTHEAST OF THE CENTER OF
 AW4623'FARM ROAD 1960, 32.7 FEET NORTHEAST OF THE CENTER OF CUTTEN ROAD,
 AW4623'8.4 FEET EAST-NORTHEAST OF TELEPHONE POLE, 1.1 FEET NORTHWEST OF
 AW4623'A METAL WITNESS POST AND 1 FOOT SOUTHWEST OF A WIRE FENCE.
 AW4623'
 AW4623'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 AW4623'FOR ADDITIONAL INFORMATION SEE DESCRIPTION (RECOVERY) OF BAMMEL
 AW4623'1952.
 AW4623'
 AW4623'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 AW4623
 AW4623                          STATION RECOVERY (1973)
 AW4623
 AW4623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4623'10.0 MI SE FROM TOMBALL.
 AW4623'ABOUT 10 MILES SOUTHEAST ALONG BURLINGTON-ROCK ISLAND RAILROAD FROM
 AW4623'THE STATION AT TOMBALL, AT THE CROSSING OF FARM ROAD 1960, 217 FEET
 AW4623'NORTHEAST OF THE CENTER LINE OF THE ROAD, 77 1/2 FEET EAST OF BAMMEL
 AW4623'1952, 57.3 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6.4 FEET
 AW4623'NORTHWEST OF A FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 4 FEET
 AW4623'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW4623'PROJECTING 0.3 FOOT.
 AW4623
 AW4623                          STATION RECOVERY (1994)
 AW4623
 AW4623'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4623'MARK NOT FOUND.
 AW4623
 AW4623                          STATION RECOVERY (2004)
 AW4623
 AW4623'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1632 ***********************************************************************
 AE1632  DESIGNATION -  BANCHEZ
 AE1632  PID         -  AE1632
 AE1632  STATE/COUNTY-  TX/STARR
 AE1632  USGS QUAD   -  EL CHAPOTE CREEK (1972)
 AE1632
 AE1632                         *CURRENT SURVEY CONTROL
 AE1632  ___________________________________________________________________
 AE1632* NAD 83(1993)-  26 32 17.64058(N)    098 56 51.81491(W)     ADJUSTED  
 AE1632* NAVD 88     -       140.     (meters)     459.     (feet)  VERTCON   
 AE1632  ___________________________________________________________________
 AE1632  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AE1632  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AE1632
 AE1632  HORZ ORDER  -  FIRST
 AE1632
 AE1632.The horizontal coordinates were established by classical geodetic methods
 AE1632.and adjusted by the National Geodetic Survey in February 1996..
 AE1632
 AE1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1632
 AE1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1632
 AE1632.The geoid height was determined by GEOID03.
 AE1632
 AE1632;                    North         East     Units Scale Factor Converg.
 AE1632;SPC TX S     - 5,096,642.204   255,384.239   MT  0.99992720   -0 12 11.8
 AE1632;SPC TX S     -16,721,233.63    837,873.12   sFT  0.99992720   -0 12 11.8
 AE1632;UTM  14      - 2,935,293.086   505,207.355   MT  0.99960033   +0 01 24.1
 AE1632
 AE1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1632!SPC TX S     -   0.99998170  x   0.99992720  =   0.99990890
 AE1632!UTM  14      -   0.99998170  x   0.99960033  =   0.99958203
 AE1632
 AE1632|---------------------------------------------------------------------|
 AE1632| PID    Reference Object                     Distance      Geod. Az  |
 AE1632|                                                           dddmmss.s |
 AE1632| CV2922 BANCHEZ RM 2                         10.751 METERS 01719     |
 AE1632| CV2921 BANCHEZ RM 1                         13.791 METERS 12747     |
 AE1632| CV2920 BANCHEZ RM                           13.795 METERS 12748     |
 AE1632| AE1663 CHINGES RESET                       APPROX. 1.5 KM 1685639.8 |
 AE1632| AE1648 OIL DERRICK 1                       APPROX. 9.2 KM 3210259.2 |
 AE1632| AE1634 OIL DERRICK 2                       APPROX. 6.4 KM 3300513.7 |
 AE1632|---------------------------------------------------------------------|
 AE1632
 AE1632                          SUPERSEDED SURVEY CONTROL
 AE1632
 AE1632  NAD 83(1986)-  26 32 17.64378(N)    098 56 51.77319(W) AD(       ) 1
 AE1632  NAD 27      -  26 32 16.43495(N)    098 56 50.66506(W) AD(       ) 1
 AE1632  NGVD 29 (07/19/86)  140.     (m)          459.     (f) VERT ANG       
 AE1632
 AE1632.Superseded values are not recommended for survey control.
 AE1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1632.See file dsdata.txt to determine how the superseded data were derived.
 AE1632
 AE1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ0520735293(NAD 83)
 AE1632_MARKER: DS = TRIANGULATION STATION DISK
 AE1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1632
 AE1632  HISTORY     - Date     Condition        Report By
 AE1632  HISTORY     - 1917     MONUMENTED       CGS
 AE1632  HISTORY     - 1965     GOOD             USGS
 AE1632  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AE1632
 AE1632                          STATION DESCRIPTION
 AE1632
 AE1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1632'STATION IS ON TOP OF A FLAT HILL, 1/8 MILE E OF THE
 AE1632'RIOGRANDE-HEBRONVILLE ROAD AND ABOUT 1/2 MILE NE OF SOME
 AE1632'STOCK PENS, REFERRED TO IN DESCRIPTION OF STATION CHINGES.
 AE1632'
 AE1632'SURFACE-STATION MARK AND REFERENCE MARKS ARE STANDARD BRONZE
 AE1632'DISKS SET IN BLOCKS OF CONCRETE.
 AE1632'
 AE1632'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1632'
 AE1632'REFERENCE MARK IS 13.795 METERS (45.26 FEET) FROM STATION
 AE1632'S 52 DEG 12 MIN E.
 AE1632'
 AE1632'ELEVATION OF STATION, 139.3 METERS (457 FEET).
 AE1632
 AE1632                          STATION RECOVERY (1965)
 AE1632
 AE1632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1632'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 AE1632'
 AE1632'TO REACH FROM THE INTERSECTION OF U.S. HWY. 83 AND FARM
 AE1632'ROAD 649 ABOUT 8 MILES WEST OF RIO GRANDE CITY, GO NORTH
 AE1632'ON FARM ROAD 649 FOR 06.4 MILES TO A T-ROAD LEFT AND SIGN
 AE1632'SANCHEZ LEASE.  TURN LEFT AND GO 01.0 MILE WEST TO A T-RD.
 AE1632'RIGHT AND SIGN SANCHEZ LEASE.  TURN RIGHT ONTO GRADED DIRT
 AE1632'ROAD AND FOLLOW MAIN TRAVELED ROAD NORTH FOR 01.7 MILES
 AE1632'TO TRIANGULATION STATION CHINGES 1917 ON THE LEFT.  CONTINUE
 AE1632'ON MAIN ROAD 0.3 MILE NORTH TO X-RDS.  CONTINUE NORTH 0.7
 AE1632'MILE TO CROSSROAD. CONTINUE NW 0.1 MILE (THIS POINT IS
 AE1632'ABOUT 420 FEET SE OF A CATTLE GUARD).  STATION MARK IS
 AE1632'APPROX.  135 FEET NE OF THE ROAD AT THIS POINT.
 AE1632
 AE1632                          STATION RECOVERY (1974)
 AE1632
 AE1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1632'THE UNDERGROUND STATION DISK WAS RECOVERED, NEW SURFACE
 AE1632'AND UNDERGROUND DISKS WERE ESTABLISHED.  THE OLD REFERENCE
 AE1632'MARK WAS NOT RECOVERED, TWO NEW REFERENCE MARKS WERE SET.
 AE1632'
 AE1632'STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF ROMA,
 AE1632'9.5 MILES NORTH OF THE RIO GRANDE RIVER AND 8 MILES NORTHWEST
 AE1632'OF RIO GRANDE CITY.
 AE1632'
 AE1632'TO REACH FROM THE POST OFFICE IN ROMA, GO EAST ON U.S. HIGHWAY
 AE1632'83 FOR 6.5 MILES TO STATE HIGHWAY 649.  TURN LEFT AND GO
 AE1632'NORTH ON STATE HIGHWAY 649 FOR 7.8 MILES TO A HOUSE AND
 AE1632'SIDE ROAD ON LEFT.  TURN LEFT AND GO WESTERLY ON THE PAVED
 AE1632'ROAD FOR 1.1 MILES TO A SIDE ROAD RIGHT, JUST BEFORE REACHING
 AE1632'A CATTLEGUARD.  TURN RIGHT AND GO NORTH ON THE DIRT ROAD
 AE1632'FOR 1.6 MILES TO A FORK AND SIDE ROAD RIGHT.  KEEP LEFT
 AE1632'AND GO NORTHWESTERLY FOR 0.4 MILE TO STATION CHINGES 1917
 AE1632'ON THE LEFT.  CONTINUE NORTHWEST ON THE DIRT ROAD FOR 0.05
 AE1632'MILE TO A CATTLEGUARD.  CROSS AND GO NORTHWESTERLY FOR 0.3
 AE1632'MILE TO A FORK.  KEEP THE LEFT FORK GOING NORTHERLY FOR
 AE1632'0.85 MILE TO THE STATION ON LEFT, ABOUT 80 FEET SOUTHWEST
 AE1632'OF THE DIRT ROAD.
 AE1632'
 AE1632'STATION MARKS ARE STANDARD DISKS STAMPED BANCHEZ 1917 1974
 AE1632'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 AE1632'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE,
 AE1632'UNDERGROUND DISK IS ABOUT 36 INCHES BELOW THE GROUND SET
 AE1632'IN CONCRETE.  MARK IS 83 FEET WEST OF CENTER OF THE ROAD,
 AE1632'3 FEET WEST OF A METAL WITNESS POST.
 AE1632'
 AE1632'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BANCHEZ NO 1
 AE1632'1917 1974 SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 AE1632'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 AE1632'81 FEET SOUTH-SOUTHWEST OF CENTER OF THE ROAD, 44.5 FEET
 AE1632'SOUTH OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION
 AE1632'AS STATION.
 AE1632'
 AE1632'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BANCHEZ NO 2
 AE1632'1917 1974 SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 AE1632'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 AE1632'50 FEET WEST OF CENTER OF THE ROAD, 32.5 FEET NORTH-NORTHEAST
 AE1632'OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS
 AE1632'STATION.
 AE1632'
 AE1632'THERE WAS NO AZIMUTH MARK ESTABLISHED.
 AE1632'
 AE1632'HEIGHT OF LIGHT ABOVE STATION MARK 4.2 FEET.
 AE1632'
 AE1632'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 AE1632'NORTHWEST OF RIO GRANDE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0202 ***********************************************************************
 BQ0202  DESIGNATION -  BANCO
 BQ0202  PID         -  BQ0202
 BQ0202  STATE/COUNTY-  TX/PRESIDIO
 BQ0202  USGS QUAD   -  CANDELARIA (1979)
 BQ0202
 BQ0202                         *CURRENT SURVEY CONTROL
 BQ0202  ___________________________________________________________________
 BQ0202* NAD 83(1986)-  30 09 27.     (N)    104 41 00.     (W)     SCALED    
 BQ0202* NAVD 88     -       874.315  (meters)    2868.48   (feet)  POSTED    
 BQ0202  ___________________________________________________________________
 BQ0202  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 BQ0202  DYNAMIC HT  -         872.920 (meters)    2863.91  (feet)  COMP
 BQ0202  MODELED GRAV-     979,013.6   (mgal)                       NAVD 88
 BQ0202
 BQ0202  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0202
 BQ0202.The horizontal coordinates were scaled from a topographic map and have
 BQ0202.an estimated accuracy of +/- 6 seconds.
 BQ0202
 BQ0202.The orthometric height was determined by differential leveling
 BQ0202.and adjusted by the National Geodetic Survey in 1992..
 BQ0202.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0202.rate of 1.1 thru 2.0 mm/km.
 BQ0202
 BQ0202.The geoid height was determined by GEOID03.
 BQ0202
 BQ0202.The dynamic height is computed by dividing the NAVD 88
 BQ0202.geopotential number by the normal gravity value computed on the
 BQ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0202.degrees latitude (g = 980.6199 gals.).
 BQ0202
 BQ0202.The modeled gravity was interpolated from observed gravity values.
 BQ0202
 BQ0202;                    North         East    Units  Estimated Accuracy
 BQ0202;SPC TXSC     - 4,270,890.       52,740.      MT  (+/- 180 meters Scaled)
 BQ0202
 BQ0202                          SUPERSEDED SURVEY CONTROL
 BQ0202
 BQ0202  NGVD 29 (??/??/92)  873.846  (m)         2866.94   (f) ADJ UNCH    2 0
 BQ0202
 BQ0202.Superseded values are not recommended for survey control.
 BQ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0202.See file dsdata.txt to determine how the superseded data were derived.
 BQ0202
 BQ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP304362(NAD 83)
 BQ0202_MARKER: DB = BENCH MARK DISK
 BQ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0202+STABILITY: SURFACE MOTION
 BQ0202
 BQ0202  HISTORY     - Date     Condition        Report By
 BQ0202  HISTORY     - UNK      MONUMENTED       IBC
 BQ0202  HISTORY     - 1943     GOOD             NGS
 BQ0202  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0202
 BQ0202                          STATION DESCRIPTION
 BQ0202
 BQ0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BQ0202'1.4 MI NW FROM CANDELARIA.
 BQ0202'THIS MARK IS 1.4 MILES NORTHWEST ALONG A DIRT ROAD TO VALENTINE FROM
 BQ0202'THE SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, SET ON THE EAST EDGE
 BQ0202'OF THE RIO GRANDE RIVER, 39.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BQ0202'OF A ADOBE HOUSE, 200.0 FEET WEST OF THE CENTERLINE OF THE ROAD
 BQ0202'PROJECTING 14-INCHES ABOVE THE GROUND.
 BQ0202
 BQ0202                          STATION RECOVERY (1966)
 BQ0202
 BQ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1571 ***********************************************************************
 AE1571  DESIGNATION -  BANCO 1917
 AE1571  PID         -  AE1571
 AE1571  STATE/COUNTY-  TX/HIDALGO
 AE1571  USGS QUAD   -  LA JOYA (1982)
 AE1571
 AE1571                         *CURRENT SURVEY CONTROL
 AE1571  ___________________________________________________________________
 AE1571* NAD 83(1993)-  26 11 03.18317(N)    098 22 48.09404(W)     ADJUSTED  
 AE1571* NAVD 88     -        37.     (meters)     121.     (feet)  VERTCON   
 AE1571  ___________________________________________________________________
 AE1571  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AE1571  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE1571
 AE1571  HORZ ORDER  -  SECOND
 AE1571
 AE1571.The horizontal coordinates were established by classical geodetic methods
 AE1571.and adjusted by the National Geodetic Survey in February 1996..
 AE1571
 AE1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1571
 AE1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1571
 AE1571.The geoid height was determined by GEOID03.
 AE1571
 AE1571;                    North         East     Units Scale Factor Converg.
 AE1571;SPC TX S     - 5,057,347.713   311,992.660   MT  0.99999563   +0 03 16.1
 AE1571;SPC TX S     -16,592,314.96  1,023,595.92   sFT  0.99999563   +0 03 16.1
 AE1571;UTM  14      - 2,896,232.925   561,949.193   MT  0.99964738   +0 16 24.9
 AE1571
 AE1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1571!SPC TX S     -   0.99999796  x   0.99999563  =   0.99999359
 AE1571!UTM  14      -   0.99999796  x   0.99964738  =   0.99964534
 AE1571
 AE1571                          SUPERSEDED SURVEY CONTROL
 AE1571
 AE1571  NAD 83(1986)-  26 11 03.18897(N)    098 22 48.05840(W) AD(       ) 2
 AE1571  NAD 27      -  26 11 01.92301(N)    098 22 46.99632(W) AD(       ) 2
 AE1571  NGVD 29 (07/19/86)   37.     (m)          121.     (f) VERT ANG       
 AE1571
 AE1571.Superseded values are not recommended for survey control.
 AE1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1571.See file dsdata.txt to determine how the superseded data were derived.
 AE1571
 AE1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6194996233(NAD 83)
 AE1571_MARKER: 71 = BOUNDARY MONUMENT
 AE1571
 AE1571  HISTORY     - Date     Condition        Report By
 AE1571  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1571  HISTORY     - 1942     GOOD             CGS
 AE1571
 AE1571                          STATION DESCRIPTION
 AE1571
 AE1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE1571'STATION IS ON W SIDE OF MILITARY WAGON ROAD, 2.3 MILES DIRECT
 AE1571'OR 5 MILES BY ROAD S OF STATION MAMIE.
 AE1571'
 AE1571'MARKED BY A TRUNCATED PYRAMID 2-1/2 FEET HIGH WITH BASES
 AE1571'12 AND 18 INCHES SQUARE, RESTING ON A CONCRETE BASE 2 FEET
 AE1571'SQUARE AND 2 FEET DEEP.  WORD BANCO AND NUMBER THEROF STAMPED
 AE1571'IN CONCRETE.  IRON PLATE ON TOP OF MONUMENT IS MARKED WITH
 AE1571'CROSS AND LETTERS I B C AND C DE L.
 AE1571'
 AE1571'ELEVATION OF STATION, 37 METERS (121 FEET).
 AE1571
 AE1571                          STATION RECOVERY (1942)
 AE1571
 AE1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AE1571'RECOVERED IN GOOD CONDITION.
 AE1571'
 AE1571'STATION IS ON THE N BANK OF THE RIO GRANDE RIVER, ABOUT 0.55
 AE1571'MILE E OF SCHOOL BUILDING AT GRANJENO, ABOUT 0.1 MILE E OF
 AE1571'INTERSECTION OF DIRT ROAD WITH THE OLD MILITARY ROAD, AND
 AE1571'IN LINE TANGENT WITH THE N EDGE OF OLD MILITARY ROAD.  IT
 AE1571'IS 15 FEET W OF THE EDGE OF BANK OF RIO GRANDE RIVER AND
 AE1571'2 FEET N OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS AN
 AE1571'INTERNATIONAL BOUNDARY COMMISSION PLATE SET IN CONCRETE
 AE1571'POST.  THE LETTERS BANCO ARE CAST IN THE TOP OF THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1533 ***********************************************************************
 AE1533  DESIGNATION -  BANCO RP 141 IBWC 1974
 AE1533  PID         -  AE1533
 AE1533  STATE/COUNTY-  TX/HIDALGO
 AE1533  USGS QUAD   -  MISSION (1983)
 AE1533
 AE1533                         *CURRENT SURVEY CONTROL
 AE1533  ___________________________________________________________________
 AE1533* NAD 83(1993)-  26 08 05.22041(N)    098 17 43.62017(W)     ADJUSTED  
 AE1533* NAVD 88     -        31.     (meters)     102.     (feet)  VERTCON   
 AE1533  ___________________________________________________________________
 AE1533  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AE1533  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE1533
 AE1533  HORZ ORDER  -  SECOND
 AE1533
 AE1533.The horizontal coordinates were established by classical geodetic methods
 AE1533.and adjusted by the National Geodetic Survey in February 1996..
 AE1533
 AE1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1533
 AE1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1533
 AE1533.The geoid height was determined by GEOID03.
 AE1533
 AE1533;                    North         East     Units Scale Factor Converg.
 AE1533;SPC TX S     - 5,051,881.754   320,455.806   MT  1.00000818   +0 05 34.3
 AE1533;SPC TX S     -16,574,382.05  1,051,362.09   sFT  1.00000818   +0 05 34.3
 AE1533;UTM  14      - 2,890,801.142   570,430.154   MT  0.99966124   +0 18 37.3
 AE1533
 AE1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1533!SPC TX S     -   0.99999889  x   1.00000818  =   1.00000707
 AE1533!UTM  14      -   0.99999889  x   0.99966124  =   0.99966013
 AE1533
 AE1533                          SUPERSEDED SURVEY CONTROL
 AE1533
 AE1533  NAD 83(1986)-  26 08 05.22621(N)    098 17 43.58486(W) AD(       ) 2
 AE1533  NAD 27      -  26 08 03.95054(N)    098 17 42.53235(W) AD(       ) 2
 AE1533  NGVD 29 (07/19/86)   31.     (m)          102.     (f) VERT ANG       
 AE1533
 AE1533.Superseded values are not recommended for survey control.
 AE1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1533.See file dsdata.txt to determine how the superseded data were derived.
 AE1533
 AE1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7043090801(NAD 83)
 AE1533_MARKER: DD = SURVEY DISK
 AE1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1533_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1533+STABILITY: SURFACE MOTION
 AE1533
 AE1533  HISTORY     - Date     Condition        Report By
 AE1533  HISTORY     - 1974     MONUMENTED       IBWC
 AE1533
 AE1533                          STATION DESCRIPTION
 AE1533
 AE1533'DESCRIBED BY INT BDRY WTR COMM 1974
 AE1533'THE STATION IS LOCATED ABOUT 3-1/2 MILES NNW OF REYNOSA, MEXICO
 AE1533'5-1/2 MILES SSE OF MISSION, 7-1/4 MILES SSW OF MCALLEN, ALONG THE
 AE1533'WEST SIDE OF A DIKE IN THE EASTERN EDGE OF THE SMALL SETTLEMENT OF
 AE1533'GRANJENO.  THE DIKE IS THE PROPERTY OF THE INTERNATIONAL BOUNDARY
 AE1533'AND WATER COMM.
 AE1533'
 AE1533'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83, FARM ROAD
 AE1533'1016 AND STATE HIGHWAY 107 IN MISSION, GO SOUTH ON FARM ROAD 1016
 AE1533'FOR 1.0 MILE TO THE JUNCTION WITH U.S. 83 EXPRESSWAY.  CONTINUE
 AE1533'SOUTH ON FARM ROUTE 1016 FOR 3.4 MILES TO FARM ROUTE 494.  TURN
 AE1533'RIGHT AND GO SOUTHEASTERLY FOR 2.0 MILES TO A CEMETARY IN THE
 AE1533'SMALL COMMUNITY OF GRANJENO.  CONTINUE SOUTHEASTERLY ON THE FARM
 AE1533'ROAD FOR 0.4 MILE TO WHERE IT TURNS LEFT.  CONTINUE SOUTHEASTERLY
 AE1533'ON A DIRT ROAD FOR 0.05 MILE TO THE TOP OF A LEVEE AND THE
 AE1533'STATION ON THE LEFT.
 AE1533'
 AE1533'INTERNATIONAL BOUNDARY AND WATER COMMISSION MARK STAMPED RP 141 IBWC
 AE1533'AND IS LOCATED IN THE CENTER OF 4 WOODEN POSTS 0.15 FT. E OF ROMEO
 AE1533'IN THE W EDGE OF A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1987 ***********************************************************************
 AY1987  DESIGNATION -  BANDERA
 AY1987  PID         -  AY1987
 AY1987  STATE/COUNTY-  TX/BANDERA
 AY1987  USGS QUAD   -  ROCK CLIFF RESERVOIR (1982)
 AY1987
 AY1987                         *CURRENT SURVEY CONTROL
 AY1987  ___________________________________________________________________
 AY1987* NAD 83(1993)-  29 48 33.65665(N)    099 08 22.06809(W)     ADJUSTED  
 AY1987* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 AY1987  ___________________________________________________________________
 AY1987  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 AY1987  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AY1987
 AY1987  HORZ ORDER  -  THIRD
 AY1987
 AY1987.The horizontal coordinates were established by classical geodetic methods
 AY1987.and adjusted by the National Geodetic Survey in February 1996..
 AY1987
 AY1987.The orthometric height was scaled from a topographic map.
 AY1987
 AY1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1987
 AY1987.The geoid height was determined by GEOID03.
 AY1987
 AY1987;                    North         East     Units Scale Factor Converg.
 AY1987;SPC TXSC     - 4,219,005.085   586,519.439   MT  0.99989741   -0 04 06.0
 AY1987;SPC TXSC     -13,841,852.52  1,924,272.53   sFT  0.99989741   -0 04 06.0
 AY1987;UTM  14      - 3,297,668.144   486,523.439   MT  0.99960224   -0 04 09.6
 AY1987
 AY1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1987!SPC TXSC     -   0.99992395  x   0.99989741  =   0.99982137
 AY1987!UTM  14      -   0.99992395  x   0.99960224  =   0.99952622
 AY1987
 AY1987:                Primary Azimuth Mark                     Grid Az
 AY1987:SPC TXSC     -  BANDERA 1956 AZ MK                       028 22 57.1
 AY1987:UTM  14      -  BANDERA 1956 AZ MK                       028 23 00.7
 AY1987
 AY1987|---------------------------------------------------------------------|
 AY1987| PID    Reference Object                     Distance      Geod. Az  |
 AY1987|                                                           dddmmss.s |
 AY1987| AY1988 BANDERA 1956 AZ MK                  APPROX. 0.5 KM 0281851.1 |
 AY1987| CV3710 BANDERA RM 1                          5.897 METERS 23933     |
 AY1987| CV3711 BANDERA RM 2                         18.650 METERS 30738     |
 AY1987| AY1986 BANDERA 2                            34.575 METERS 32103     |
 AY1987|---------------------------------------------------------------------|
 AY1987
 AY1987                          SUPERSEDED SURVEY CONTROL
 AY1987
 AY1987  NAD 83(1986)-  29 48 33.66148(N)    099 08 22.05440(W) AD(       ) 3
 AY1987  NAD 27      -  29 48 32.86540(N)    099 08 20.92170(W) AD(       ) 3
 AY1987
 AY1987.Superseded values are not recommended for survey control.
 AY1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1987.See file dsdata.txt to determine how the superseded data were derived.
 AY1987
 AY1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8652397668(NAD 83)
 AY1987_MARKER: DS = TRIANGULATION STATION DISK
 AY1987_SETTING: 66 = SET IN ROCK OUTCROP
 AY1987
 AY1987  HISTORY     - Date     Condition        Report By
 AY1987  HISTORY     - 1956     MONUMENTED       CGS
 AY1987  HISTORY     - 1967     GOOD             CGS
 AY1987  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1987
 AY1987                          STATION DESCRIPTION
 AY1987
 AY1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1987'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF BANDERA,
 AY1987'6 MILES SOUTHWEST OF CAMP VERDE, 50 FEET WEST OF THE CENTER
 AY1987'OF A GRAVELED ROAD AND 7 FEET WEST OF A 4 IN X 4 IN WHITE
 AY1987'WITNESS POST.
 AY1987'
 AY1987'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 689
 AY1987'AND 480 AT THE POST OFFICE IN CAMP VERDE, GO SOUTHEASTERLY
 AY1987'ON FARM ROAD 689 FOR 2.6 MILES TO A SIDE ROAD ON THE RIGHT,
 AY1987'TURN RIGHT ON THE SIDE ROAD AND GO SOUTH FOR 3.85 MILES
 AY1987'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTH
 AY1987'FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 AY1987'
 AY1987'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK
 AY1987'IS STAMPED BANDERA 1956.
 AY1987'
 AY1987'REFERENCE MARK 1 IS 57 FEET WEST OF THE CENTER OF THE GRAVELED
 AY1987'ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1987'STAMPED BANDERA NO 1 1956.
 AY1987'
 AY1987'REFERENCE MARK 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 AY1987'BANDERA NO 2 1956.
 AY1987'
 AY1987'THE AZIMUTH MARK IS 19 FEET EAST OF THE CENTER OF THE GRAVELED
 AY1987'ROAD, 2 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST
 AY1987'AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH WITH THE
 AY1987'GROUND, AND THE DISK IS STAMPED BANDERA 1956.
 AY1987
 AY1987                          STATION RECOVERY (1967)
 AY1987
 AY1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AY1987'THE STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK
 AY1987'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2
 AY1987'WAS FOUND TO BE DESTROYED.  DUE TO ROAD IMPROVEMENTS THE
 AY1987'STATION MARK AND REFERENCE MARK NO. 1 WILL BE DESTROYED
 AY1987'WHEN CLEARING THE AREA FOR CONSTRUCTION.  A NEW TRIANGULATION
 AY1987'STATION WAS ESTABLISHED AND ITS POSITION DETERMINED BY TRAVERSE
 AY1987'FROM TRIANGULATION STATION BANDERA.  DISTANCE BEING 34.575
 AY1987'METERS (113.44 FEET) NORTHWEST TO TRIANGULATION STATION
 AY1987'BANDERA 2.
 AY1987'
 AY1987'THE AZIMUTH MARK IS OUT OF ROAD CONSTRUCTION.  IT WAS USED
 AY1987'TO SERVE FOR THE AZIMUTH MARK TO BANDERA 2 1967.
 AY1987'
 AY1987'THE OLD STATION DISK AND REFERENCE MARK NO. 1 WERE NOT DISTURBED
 AY1987'AFTER THE NEW STATION WAS ESTABLISHED BUT THE MARKS WILL
 AY1987'BE DESTROYED WHEN ROAD WORK BEGINS.
 AY1987'
 AY1987'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AY1987'
 AY1987'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AY1987'SOUTH OF CAMP VERDA.
 AY1987
 AY1987                          STATION RECOVERY (2005)
 AY1987
 AY1987'RECOVERY NOTE BY US POWER SQUADRON 2005 (TGM)
 AY1987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1986 ***********************************************************************
 AY1986  DESIGNATION -  BANDERA 2
 AY1986  PID         -  AY1986
 AY1986  STATE/COUNTY-  TX/BANDERA
 AY1986  USGS QUAD   -  ROCK CLIFF RESERVOIR (1982)
 AY1986
 AY1986                         *CURRENT SURVEY CONTROL
 AY1986  ___________________________________________________________________
 AY1986* NAD 83(1993)-  29 48 34.52996(N)    099 08 22.87745(W)     ADJUSTED  
 AY1986* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 AY1986  ___________________________________________________________________
 AY1986  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AY1986  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AY1986
 AY1986  HORZ ORDER  -  THIRD
 AY1986
 AY1986.The horizontal coordinates were established by classical geodetic methods
 AY1986.and adjusted by the National Geodetic Survey in February 1996..
 AY1986.No horizontal observational check was made to the station.
 AY1986
 AY1986.The orthometric height was scaled from a topographic map.
 AY1986
 AY1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1986
 AY1986.The geoid height was determined by GEOID03.
 AY1986
 AY1986;                    North         East     Units Scale Factor Converg.
 AY1986;SPC TXSC     - 4,219,031.999   586,497.740   MT  0.99989745   -0 04 06.4
 AY1986;SPC TXSC     -13,841,940.82  1,924,201.34   sFT  0.99989745   -0 04 06.4
 AY1986;UTM  14      - 3,297,695.050   486,501.746   MT  0.99960225   -0 04 10.0
 AY1986
 AY1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1986!SPC TXSC     -   0.99992395  x   0.99989745  =   0.99982141
 AY1986!UTM  14      -   0.99992395  x   0.99960225  =   0.99952623
 AY1986
 AY1986:                Primary Azimuth Mark                     Grid Az
 AY1986:SPC TXSC     -  BANDERA 1956 AZ MK                       031 47 51.4
 AY1986:UTM  14      -  BANDERA 1956 AZ MK                       031 47 55.0
 AY1986
 AY1986|---------------------------------------------------------------------|
 AY1986| PID    Reference Object                     Distance      Geod. Az  |
 AY1986|                                                           dddmmss.s |
 AY1986| AY1988 BANDERA 1956 AZ MK                  APPROX. 0.5 KM 0314345.0 |
 AY1986| CV3712 BANDERA 2 RM 3                       10.774 METERS 05016     |
 AY1986| CV3713 BANDERA 2 RM 4                       11.925 METERS 14052     |
 AY1986| AY1987 BANDERA                              34.575 METERS 14103     |
 AY1986|---------------------------------------------------------------------|
 AY1986
 AY1986                          SUPERSEDED SURVEY CONTROL
 AY1986
 AY1986  NAD 83(1986)-  29 48 34.53479(N)    099 08 22.86375(W) AD(       ) 3
 AY1986  NAD 27      -  29 48 33.73870(N)    099 08 21.73100(W) AD(       ) 3
 AY1986
 AY1986.Superseded values are not recommended for survey control.
 AY1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1986.See file dsdata.txt to determine how the superseded data were derived.
 AY1986
 AY1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8650297695(NAD 83)
 AY1986_MARKER: DS = TRIANGULATION STATION DISK
 AY1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1986+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1986
 AY1986  HISTORY     - Date     Condition        Report By
 AY1986  HISTORY     - 1967     MONUMENTED       CGS
 AY1986  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 AY1986  HISTORY     - 20050521 GOOD             USPSQD
 AY1986
 AY1986                          STATION DESCRIPTION
 AY1986
 AY1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AY1986'THE STATION IS ABOUT 7 MILES NORTHWEST OF BANDERA, 6 MILES
 AY1986'SOUTHWEST OF CAMP VERDE, ALONG THE WEST SIDE OF F.R. 2828,
 AY1986'AND ON LAND OWNED BY MR. J.O. LERRAN, WHO LIVES ABOUT 0.1
 AY1986'MILE SOUTHWEST OF THE STATION.
 AY1986'
 AY1986'TO REACH STATION FROM THE POST OFFICE AT THE JUNCTION OF
 AY1986'F.M. HIGHWAYS 480 AND 689 IN CAMP VERDE, GO SOUTHEASTERLY,
 AY1986'2.7 MILES ALONG F.M. HIGHWAY 689 TO A SIDE ROAD ON THE RIGHT.
 AY1986'BEAR RIGHT, SOUTHERLY, GO 3.9 MILES ALONG F.R. HIGHWAY 2828
 AY1986'TO AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWESTERLY ON
 AY1986'THE HIGHWAY FOR 0.35 MILE TO SUMMIT OF ROAD AND STATION
 AY1986'ON THE RIGHT.
 AY1986'
 AY1986'STATION MARKS ARE STANDARD DISKS, STAMPED BANDERA 2 1967.
 AY1986'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 AY1986'WHICH PROJECTS 4 INCHES ABOVE SURFACE OF THE GROUND.  IT
 AY1986'IS 130 FEET WEST OF THE CENTER LINE OF HIGHWAY, 60 FEET
 AY1986'WEST OF THE RIGHT-OF-WAY FENCE LINE, AND 2 FEET NORTHWEST
 AY1986'OF A METAL WITNESS POST.  UNDERGROUND DISK IS SET IN A ROUND
 AY1986'CONCRETE POST SET IN LIMESTONE AND IS 20 INCHES BELOW
 AY1986'SURFACE OF THE GROUND.
 AY1986'
 AY1986'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED BANDERA 2
 AY1986'NO 3 1967, IS CEMENTED IN A DRILL HOLE IN A ROCK WHICH IS
 AY1986'ABOUT 2 FEET BY 3 FEET AND PROJECTS ABOUT 2 INCHES ABOVE
 AY1986'SURFACE OF THE GROUND.  IT IS 113 FEET WEST OF THE CENTER
 AY1986'LINE OF ROAD, 53 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 AY1986'
 AY1986'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED BANDERA 2
 AY1986'NO 4 1967, IS CEMENTED IN A DRILL HOLE IN A ROCK WHICH IS
 AY1986'ABOUT 2 FEET BY 2 FEET AND IS FLUSH WITH THE SURFACE OF
 AY1986'GROUND.  IT IS 80 FEET WEST OF THE CENTER LINE OF ROAD, 20
 AY1986'FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 37 FEET SOUTHEAST
 AY1986'OF THE METAL WITNESS POST.
 AY1986'
 AY1986'AZIMUTH MARK, A STANDARD DISK, STAMPED BANDERA 1956, IS
 AY1986'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH FORMS
 AY1986'A SMALL LEDGE ALONG THE SOUTH SLOPE OF THE FIRST KNOLL NORTH
 AY1986'OF THE STATION.  IT IS ABOUT 100 YARDS NORTH OF THE RAVINE,
 AY1986'147 FEET WEST OF THE CENTER LINE OF HIGHWAY, AND 2 FEET
 AY1986'SOUTHEAST OF A 4 IN X 4 IN WOODEN WITNESS POST.
 AY1986'
 AY1986'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AY1986
 AY1986                          STATION RECOVERY (1993)
 AY1986
 AY1986'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1986'MARK NOT FOUND.
 AY1986
 AY1986                          STATION RECOVERY (2005)
 AY1986
 AY1986'RECOVERY NOTE BY US POWER SQUADRON 2005 (TGM)
 AY1986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0437 ***********************************************************************
 CA0437  DESIGNATION -  BANGS
 CA0437  PID         -  CA0437
 CA0437  STATE/COUNTY-  TX/BROWN
 CA0437  USGS QUAD   -  BANGS WEST (1987)
 CA0437
 CA0437                         *CURRENT SURVEY CONTROL
 CA0437  ___________________________________________________________________
 CA0437* NAD 83(1993)-  31 43 47.89081(N)    099 08 21.08956(W)     ADJUSTED  
 CA0437* NAVD 88     -       508.873  (meters)    1669.53   (feet)  ADJUSTED  
 CA0437  ___________________________________________________________________
 CA0437  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CA0437  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CA0437  DYNAMIC HT  -         508.204 (meters)    1667.33  (feet)  COMP
 CA0437  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 CA0437
 CA0437  HORZ ORDER  -  FIRST
 CA0437  VERT ORDER  -  SECOND    CLASS 0
 CA0437
 CA0437.The horizontal coordinates were established by classical geodetic methods
 CA0437.and adjusted by the National Geodetic Survey in February 1996..
 CA0437
 CA0437.The orthometric height was determined by differential leveling
 CA0437.and adjusted by the National Geodetic Survey in June 1991..
 CA0437
 CA0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0437
 CA0437.The geoid height was determined by GEOID03.
 CA0437
 CA0437.The dynamic height is computed by dividing the NAVD 88
 CA0437.geopotential number by the normal gravity value computed on the
 CA0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0437.degrees latitude (g = 980.6199 gals.).
 CA0437
 CA0437.The modeled gravity was interpolated from observed gravity values.
 CA0437
 CA0437;                    North         East     Units Scale Factor Converg.
 CA0437;SPC TX C     - 3,229,342.523   813,161.227   MT  0.99996240   +0 36 54.2
 CA0437;SPC TX C     -10,594,934.59  2,667,846.46   sFT  0.99996240   +0 36 54.2
 CA0437;UTM  14      - 3,510,513.929   486,814.223   MT  0.99960214   -0 04 23.5
 CA0437
 CA0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0437!SPC TX C     -   0.99992415  x   0.99996240  =   0.99988655
 CA0437!UTM  14      -   0.99992415  x   0.99960214  =   0.99952632
 CA0437
 CA0437|---------------------------------------------------------------------|
 CA0437| PID    Reference Object                     Distance      Geod. Az  |
 CA0437|                                                           dddmmss.s |
 CA0437| CA0439 BANGS RM 1                           83.957 METERS 00120     |
 CA0437| CA1052 BROWNWOOD CABLE TV MAST             APPROX.12.2 KM 0941248.5 |
 CA0437| CA1055 ROUND 3                             APPROX.13.3 KM 1012848.7 |
 CA0437| CA1050 BROWNWOOD POLICE MAST               APPROX.13.4 KM 1022459.6 |
 CA0437| CA1051 BROWNWOOD GTE MICROWAVE             APPROX.13.4 KM 1035733.4 |
 CA0437| CA1053 BROWNWOOD ATL PIPE LINE MAST        APPROX.11.5 KM 1223744.3 |
 CA0437| CV3714 BANGS AZ MK                                        1481857.1 |
 CA0437| CA1059 BANGS WATER TANK                    APPROX. 1.8 KM 1583847.7 |
 CA0437| CA0438 BANGS RM 2                           95.464 METERS 33249     |
 CA0437|---------------------------------------------------------------------|
 CA0437
 CA0437                          SUPERSEDED SURVEY CONTROL
 CA0437
 CA0437  NAD 83(1986)-  31 43 47.89975(N)    099 08 21.07502(W) AD(       ) 1
 CA0437  NAD 27      -  31 43 47.35300(N)    099 08 19.88500(W) AD(       ) 1
 CA0437  NGVD 29 (??/??/92)  508.766  (m)         1669.18   (f) ADJ UNCH    2 0
 CA0437
 CA0437.Superseded values are not recommended for survey control.
 CA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0437.See file dsdata.txt to determine how the superseded data were derived.
 CA0437
 CA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA8681410514(NAD 83)
 CA0437_MARKER: DS = TRIANGULATION STATION DISK
 CA0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0437_STAMPING: BANGS 1935
 CA0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0437+STABILITY: SURFACE MOTION
 CA0437
 CA0437  HISTORY     - Date     Condition        Report By
 CA0437  HISTORY     - 1935     MONUMENTED       CGS
 CA0437  HISTORY     - 1937     GOOD             TXHD
 CA0437  HISTORY     - 1944     GOOD             CGS
 CA0437  HISTORY     - 1944     GOOD             NGS
 CA0437  HISTORY     - 1961     GOOD             CGS
 CA0437  HISTORY     - 1975     GOOD             NGS
 CA0437  HISTORY     - 1982     GOOD             NGS
 CA0437
 CA0437                          STATION DESCRIPTION
 CA0437
 CA0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA0437'STATION IS LOCATED ON PROPERTY LEASED BY MR. WOODS, ON HIGHEST
 CA0437'GROUND IN THE VICINITY, NEAR A FEW TREES ABOUT 400 FEET W
 CA0437'OF A HOUSE, 1.0 MILE N AND 0.25 MILE W OF THE TOWN OF BANGS.
 CA0437'
 CA0437'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA0437'DISKS SET IN CONCRETE.
 CA0437'
 CA0437'REFERENCE MARK 1 IS N OF STATION IN E-W FENCE LINE.
 CA0437'
 CA0437'REFERENCE MARK 2 IS NW OF STATION IN E-W FENCE LINE.
 CA0437'
 CA0437'AZIMUTH MARK IS SE OF STATION IN NW CORNER OF BANGS HIGH
 CA0437'SCHOOL YARD.
 CA0437'
 CA0437'TO REACH FROM THE JUNCTION OF A STREET JUST W OF RAILROAD
 CA0437'STATION IN BANGS AND U.S. HIGHWAY 67, GO W ON HIGHWAY FOR
 CA0437'0.25 MILE, TURN RIGHT (N) ON DIRT ROAD AT STONE HOUSE
 CA0437'IN NW ANGLE AND GO 0.9 MILE TO TOP OF GRADE AND HOUSES ON
 CA0437'LEFT AND RIGHT, THEN TURN LEFT THROUGH GATE AND GO PAST HOUSE
 CA0437'ABOUT 400 FEET TO HIGHEST GROUND IN VICINITY AND STATION.
 CA0437'
 CA0437'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA0437
 CA0437                          STATION RECOVERY (1937)
 CA0437
 CA0437'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA0437'THE 1935 DESCRIPTION IS GOOD.  SURFACE MARK IN GOOD CONDITION.
 CA0437
 CA0437                          STATION RECOVERY (1944)
 CA0437
 CA0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA0437'ALL MARKS WERE RECOVERED AS DESCRIBED IN 1935 AND IN GOOD
 CA0437'CONDITION.  A NEW DESCRIPTION OF THE AZIMUTH MARK FOLLOWS--
 CA0437'THE MARK IS AT THE NE CORNER OF THE BANGS HIGH SCHOOL FOOTBALL
 CA0437'FIELD, 30 PACES W OF THE NW CORNER OF THE W WING OF MANUAL
 CA0437'TRAINING BUILDING.  THE MARK PROJECTS 3 INCHES.
 CA0437
 CA0437                          STATION RECOVERY (1944)
 CA0437
 CA0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 CA0437'1.4 MI N FROM BANGS.
 CA0437'0.3 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0437'STATION AT BANGS, THENCE 1.0 MILE NORTH ALONG THE BANGS TO FRY GRAVEL
 CA0437'SURFACED ROAD TO TOP OF HILL, THENCE WEST 0.1 MILE THROUGH FIELD TO
 CA0437'HIGH PART OF HILL.  A STANDARD TRIANGULATION STATION MARK ON THE
 CA0437'PROPERTY OF WILLIAM ROSSER, ABOUT 250 YARDS WEST OF ROAD, AND 494 FEET
 CA0437'WEST OF THE SOUTHWEST CORNER OF GUS KRUEGERS HOUSE.
 CA0437
 CA0437                          STATION RECOVERY (1961)
 CA0437
 CA0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 CA0437'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 CA0437'AND FOUND IN GOOD CONDITION.  A NEW DESCRIPTION IS AS FOLLOWS.
 CA0437'STATION IS LOCATED ON HIGHEST GROUND 400 FEET WEST OF A
 CA0437'RUINED HOUSE, 1.0 MILES NORTH OF THE TOWN OF BANGS.
 CA0437'
 CA0437'TO REACH THE STATION FROM THE BANGS POST OFFICE, GO WEST
 CA0437'1/2 BLOCK.  TURN RIGHT AND GO NORTH 0.1 MILE TO U.S. HIGHWAY
 CA0437'NO. 67.  TURN LEFT AND GO WEST ON U.S. HIGHWAY NO. 67 FOR
 CA0437'0.25 MILE TO DIRT CROSS ROAD.  TURN RIGHT AND GO NORTH ON
 CA0437'DIRT ROAD FOR 0.9 MILE TO THE TOP OF A GRADE AND A GATE
 CA0437'ON THE LEFT.  TURN LEFT AND GO WEST 0.15 MILE TO A GATE
 CA0437'ON THE LEFT IN AN EAST-WEST FENCE LINE.  TURN LEFT AND GO
 CA0437'SOUTH THROUGH GATE FOR 0.05 MILE TO A GATE IN AN EAST-WEST
 CA0437'FENCE LINE.  TURN RIGHT AND GO WEST 35 FEET TO THE STATION.
 CA0437'
 CA0437'THE STATION MARK IS A STANDARD DISK STAMPED BANGS 1935 AND
 CA0437'IS SET IN A 12 INCH CONCRETE CYLINDER PROJECTING 1 FOOT.
 CA0437'THE STATION IS 8 FEET NORTH OF E-W FENCE LINE, 35 FEET WEST
 CA0437'OF A TRACK ROAD.
 CA0437'
 CA0437'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BANGS 1935 NO. 1,
 CA0437'AND IS SET IN A 12 INCH CONCRETE CYLINDER PROJECTING 2 INCHES.
 CA0437'THE REFERENCE MARK IS NORTH OF STATION IN E-W FENCE LINE.
 CA0437'
 CA0437'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BANGS 1935 NO. 2,
 CA0437'AND SET IN A 12 INCH CONCRETE CYLINDER PROJECTING 8 INCHES.
 CA0437'THE REFERENCE MARK IS N-W OF STATION IN E-W FENCE LINE.
 CA0437'
 CA0437'THE AZIMUTH MARK WAS DESCRIBED TO BE IN THE S-E CORNER OF THE
 CA0437'BANGS HIGH SCHOOL FOOTBALL FIELD, 30 PACES WEST OF THE NW
 CA0437'CORNER OF THE WEST WING OF THE MANUAL TRAINING BUILDING.
 CA0437'IT WAS SEARCHED FOR BUT WAS NOT LOCATED.
 CA0437
 CA0437                          STATION RECOVERY (1975)
 CA0437
 CA0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA0437'NO MEASUREMENT BETWEEN THE R.M.S DUE TO BRUSH ON LINE.
 CA0437'
 CA0437'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CA0437'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 CA0437'FOR BUT NOT RECOVERED AT THIS DATE.  THE DIRECTIONS AND
 CA0437'DISTANCE TO REFERENCE MARK 1 CHECKED ADEQUATELY.  THE
 CA0437'DISTANCE TO REFERENCE MARK 2 CHECKED ADEQUATE, HOWEVER A
 CA0437'DIFFERENCE OF 1 MINUTE AND 35.4 SECONDS GREATER WAS NOTED,
 CA0437'NO EVIDENCE OF MOVEMENT OF THE MARK.  A NEW DESCRIPTION
 CA0437'FOLLOWS.
 CA0437'
 CA0437'THE STATION IS LOCATED ABOUT 11 MILES EAST OF SANTA ANNA,
 CA0437'9 MILES WEST-NORTHWEST OF BROWNWOOD, 1 MILE NORTHWEST OF BANGS
 CA0437'AND ON LAND OWNED BY MR. HUBBARD REYNOLDS, 201 SANTA FE STREET,
 CA0437'BANGS, TEXAS, TELEPHONE NUMBER 752-6767.
 CA0437'
 CA0437'TO REACH THE STATION FROM THE POST OFFICE IN BANGS, GO WEST
 CA0437'1/2 BLOCK.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE
 CA0437'JUNCTION WITH U.S. HIGHWAYS 67 AND 84.  TURN LEFT AND GO
 CA0437'WEST ON U.S. HIGHWAYS 67 AND 84 FOR 0.25 MILE TO EAST STREET.
 CA0437'TURN RIGHT AND GO NORTH ON EAST STREET FOR 0.9 MILE TO A
 CA0437'METAL GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE,
 CA0437'AND GO WEST ON A DIRT ROAD FOR 0.15 MILE TO A FORK AND
 CA0437'REFERENCE MARK 1 ON THE LEFT.  TURN LEFT AND GO SOUTH ON A DIM
 CA0437'TRACK ROAD FOR 0.05 MILE TO THE HIGHEST PART OF PASTURE
 CA0437'LAND AND THE STATION.
 CA0437'
 CA0437'TO REACH PT 4 S USGS FROM THE METAL GATE, GO NORTH ON EAST
 CA0437'STREET FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST ON
 CA0437'A GRADED ROAD FOR 0.5 MILE TO A PAVED CROSSROAD AND MARK IN
 CA0437'THE SOUTHWEST ANGLE OF INTERSECTION.
 CA0437'
 CA0437'STATION MARKS ARE STANDARD DISKS STAMPED BANGS 1935.  THE
 CA0437'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CA0437'MONUMENT THAT PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.
 CA0437'IT IS 56 FEET SOUTH OF A FENCE CORNER.  THE UNDERGROUND DISK
 CA0437'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 CA0437'BELOW THE GROUND SURFACE.
 CA0437'
 CA0437'REFERENCE MARK 1, A STANDARD DISK STAMPED BANGS NO 1 1935,
 CA0437'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CA0437'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CA0437'44 FEET SOUTH OF THE TRACK ROAD AND 6 FEET EAST OF AN OAK
 CA0437'TREE.
 CA0437'
 CA0437'REFERENCE MARK 2, A STANDARD DISK STAMPED BANGS NO 2 1935, IS
 CA0437'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CA0437'THAT PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CA0437'102 FEET SOUTH OF THE TRACK ROAD.
 CA0437'
 CA0437'PT 4 S USGS, A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 CA0437'PRIM TRAV STA NO 4 S 1923, IS SET IN THE TOP OF A 6 INCH
 CA0437'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 CA0437'GROUND SURFACE.
 CA0437'
 CA0437'IT IS 69 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 25
 CA0437'FEET WEST OF THE CENTER OF THE PAVED ROAD AND 2 FEET EAST OF
 CA0437'A FENCE LINE.
 CA0437'
 CA0437'HEIGHT OF LIGHT ABOVE STATION MARK 84.9 FEET.
 CA0437'
 CA0437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 CA0437'NORTHWEST OF BANGS.
 CA0437
 CA0437                          STATION RECOVERY (1982)
 CA0437
 CA0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CA0437'THE STATION AND REFERENCE MARK NO 1 AND NO 2 WERE RECOVERED IN GOOD
 CA0437'CONDITION AS DESCRIBED IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0439 ***********************************************************************
 CA0439  DESIGNATION -  BANGS RM 1
 CA0439  PID         -  CA0439
 CA0439  STATE/COUNTY-  TX/BROWN
 CA0439  USGS QUAD   -  BANGS WEST (1987)
 CA0439
 CA0439                         *CURRENT SURVEY CONTROL
 CA0439  ___________________________________________________________________
 CA0439* NAD 83(1986)-  31 43 48.     (N)    099 08 20.     (W)     SCALED    
 CA0439* NAVD 88     -       505.713  (meters)    1659.16   (feet)  ADJUSTED  
 CA0439  ___________________________________________________________________
 CA0439  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CA0439  DYNAMIC HT  -         505.049 (meters)    1656.98  (feet)  COMP
 CA0439  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 CA0439
 CA0439  VERT ORDER  -  SECOND    CLASS 0
 CA0439
 CA0439.The horizontal coordinates were scaled from a topographic map and have
 CA0439.an estimated accuracy of +/- 6 seconds.
 CA0439
 CA0439.The orthometric height was determined by differential leveling
 CA0439.and adjusted by the National Geodetic Survey in June 1991..
 CA0439
 CA0439.The geoid height was determined by GEOID03.
 CA0439
 CA0439.The dynamic height is computed by dividing the NAVD 88
 CA0439.geopotential number by the normal gravity value computed on the
 CA0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0439.degrees latitude (g = 980.6199 gals.).
 CA0439
 CA0439.The modeled gravity was interpolated from observed gravity values.
 CA0439
 CA0439;                    North         East    Units  Estimated Accuracy
 CA0439;SPC TX C     - 3,229,350.      813,190.      MT  (+/- 180 meters Scaled)
 CA0439
 CA0439                          SUPERSEDED SURVEY CONTROL
 CA0439
 CA0439  NGVD 29 (??/??/92)  505.606  (m)         1658.81   (f) ADJ UNCH    2 0
 CA0439
 CA0439.Superseded values are not recommended for survey control.
 CA0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0439.See file dsdata.txt to determine how the superseded data were derived.
 CA0439
 CA0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA868105(NAD 83)
 CA0439_MARKER: DR = REFERENCE MARK DISK
 CA0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0439_STAMPING: BANGS 1935 NO. 1
 CA0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0439+STABILITY: SURFACE MOTION
 CA0439
 CA0439  HISTORY     - Date     Condition        Report By
 CA0439  HISTORY     - 1935     MONUMENTED       CGS
 CA0439  HISTORY     - 1944     GOOD             NGS
 CA0439
 CA0439                          STATION DESCRIPTION
 CA0439
 CA0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CA0439'1.4 MI N FROM BANGS.
 CA0439'0.3 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0439'STATION AT BANGS, THENCE 1.0 MILE NORTH ALONG THE BANGS TO FRY GRAVEL
 CA0439'SURFACED ROAD TO TOP OF HILL, THENCE WEST 0.1 MILE THROUGH FIELD.  A
 CA0439'STANDARD TRIANGULATION REFERENCE MARK ON THE PROPERTY OF WILLIAM
 CA0439'ROSSER.  274.5 FEET NORTH OF STATION, 94.8 FEET SOUTHWEST OF THE
 CA0439'SOUTHWEST CORNER OF SMALL BARN, 17 FEET NORTH OF THE CENTER LINE OF
 CA0439'FARM LANE, 3 1/2 FEET NORTH OF FENCE LINE, 4 1/2 FEET NORTHEAST OF 12
 CA0439'IN. OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0438 ***********************************************************************
 CA0438  DESIGNATION -  BANGS RM 2
 CA0438  PID         -  CA0438
 CA0438  STATE/COUNTY-  TX/BROWN
 CA0438  USGS QUAD   -  BANGS WEST (1987)
 CA0438
 CA0438                         *CURRENT SURVEY CONTROL
 CA0438  ___________________________________________________________________
 CA0438* NAD 83(1986)-  31 43 48.     (N)    099 08 20.     (W)     SCALED    
 CA0438* NAVD 88     -       505.942  (meters)    1659.91   (feet)  ADJUSTED  
 CA0438  ___________________________________________________________________
 CA0438  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CA0438  DYNAMIC HT  -         505.278 (meters)    1657.73  (feet)  COMP
 CA0438  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 CA0438
 CA0438  VERT ORDER  -  SECOND    CLASS 0
 CA0438
 CA0438.The horizontal coordinates were scaled from a topographic map and have
 CA0438.an estimated accuracy of +/- 6 seconds.
 CA0438
 CA0438.The orthometric height was determined by differential leveling
 CA0438.and adjusted by the National Geodetic Survey in June 1991..
 CA0438
 CA0438.The geoid height was determined by GEOID03.
 CA0438
 CA0438.The dynamic height is computed by dividing the NAVD 88
 CA0438.geopotential number by the normal gravity value computed on the
 CA0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0438.degrees latitude (g = 980.6199 gals.).
 CA0438
 CA0438.The modeled gravity was interpolated from observed gravity values.
 CA0438
 CA0438;                    North         East    Units  Estimated Accuracy
 CA0438;SPC TX C     - 3,229,350.      813,190.      MT  (+/- 180 meters Scaled)
 CA0438
 CA0438                          SUPERSEDED SURVEY CONTROL
 CA0438
 CA0438  NGVD 29 (??/??/92)  505.835  (m)         1659.56   (f) ADJ UNCH    2 0
 CA0438
 CA0438.Superseded values are not recommended for survey control.
 CA0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0438.See file dsdata.txt to determine how the superseded data were derived.
 CA0438
 CA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA868105(NAD 83)
 CA0438_MARKER: DR = REFERENCE MARK DISK
 CA0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0438_STAMPING: BANGS 1935 NO. 2
 CA0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0438+STABILITY: SURFACE MOTION
 CA0438
 CA0438  HISTORY     - Date     Condition        Report By
 CA0438  HISTORY     - 1935     MONUMENTED       CGS
 CA0438  HISTORY     - 1944     GOOD             NGS
 CA0438
 CA0438                          STATION DESCRIPTION
 CA0438
 CA0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CA0438'1.4 MI N FROM BANGS.
 CA0438'0.3 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0438'STATION AT BANGS, THENCE 1.0 MILE NORTH ALONG THE BANGS TO FRY GRAVEL
 CA0438'SURFACED ROAD TO TOP OF HILL, THENCE WEST 0.1 MILE THROUGH FIELD.  A
 CA0438'STANDARD TRIANGULATION REFERENCE MARK ON THE PROPERTY OF WILLIAM
 CA0438'ROSSER.  312.9 FEET NORTHWEST OF STATION, 40 FEET NORTH OF PRIVATE
 CA0438'ROAD, 2 FEET NORTH OF FENCE LINE, AND ABOUT 85 YARDS WEST OF SMALL
 CA0438'BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1059 ***********************************************************************
 CA1059  DESIGNATION -  BANGS WATER TANK
 CA1059  PID         -  CA1059
 CA1059  STATE/COUNTY-  TX/BROWN
 CA1059  USGS QUAD   -  BANGS WEST (1987)
 CA1059
 CA1059                         *CURRENT SURVEY CONTROL
 CA1059  ___________________________________________________________________
 CA1059* NAD 83(1993)-  31 42 52.35619(N)    099 07 55.69087(W)     ADJUSTED  
 CA1059* NAVD 88     -                                                        
 CA1059  ___________________________________________________________________
 CA1059  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CA1059  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CA1059
 CA1059  HORZ ORDER  -  THIRD
 CA1059
 CA1059.The horizontal coordinates were established by classical geodetic methods
 CA1059.and adjusted by the National Geodetic Survey in February 1996..
 CA1059
 CA1059
 CA1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1059
 CA1059.The geoid height was determined by GEOID03.
 CA1059
 CA1059;                    North         East     Units Scale Factor Converg.
 CA1059;SPC TX C     - 3,227,639.391   813,848.245   MT  0.99995902   +0 37 07.3
 CA1059;SPC TX C     -10,589,346.90  2,670,100.45   sFT  0.99995902   +0 37 07.3
 CA1059;UTM  14      - 3,508,803.282   487,480.497   MT  0.99960193   -0 04 10.1
 CA1059
 CA1059                          SUPERSEDED SURVEY CONTROL
 CA1059
 CA1059  NAD 83(1986)-  31 42 52.36539(N)    099 07 55.67600(W) AD(       ) 4
 CA1059  NAD 27      -  31 42 51.82800(N)    099 07 54.49200(W) AD(       ) 3
 CA1059
 CA1059.Superseded values are not recommended for survey control.
 CA1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1059.See file dsdata.txt to determine how the superseded data were derived.
 CA1059
 CA1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA8748008803(NAD 83)
 CA1059_MARKER: 53 = ELEVATED TANK
 CA1059
 CA1059  HISTORY     - Date     Condition        Report By
 CA1059  HISTORY     - 1935     FIRST OBSERVED   CGS
 CA1059  HISTORY     - 1944     GOOD             CGS
 CA1059  HISTORY     - 1975     GOOD             NGS
 CA1059
 CA1059                          STATION DESCRIPTION
 CA1059
 CA1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1059'IN BANGS, 1/2 BLOCK OFF MAIN STREET.  IT IS 125 FEET TALL
 CA1059'AND IS THE SOURCE OF MUNICIPAL WATER SUPPLY.  OBJECT OBSERVED
 CA1059'UPON WAS FINIAL OF WATER TANK.
 CA1059'
 CA1059'AN INTERSECTION STATION.
 CA1059
 CA1059                          STATION RECOVERY (1944)
 CA1059
 CA1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1059'STATION WAS RECOVERED AS DESCRIBED IN 1935 AND DESCRIPTION
 CA1059'WAS FOUND TO BE CORRECT AND ADEQUATE.
 CA1059
 CA1059                          STATION RECOVERY (1975)
 CA1059
 CA1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 CA1059'BANGS MUNICIPAL TANK 1935, WAS RECOVERED IN GOOD CONDITION.
 CA1059'
 CA1059'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN
 CA1059'OF BANGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1530 ***********************************************************************
 AB1530  DESIGNATION -  BANK
 AB1530  PID         -  AB1530
 AB1530  STATE/COUNTY-  TX/CAMERON
 AB1530  USGS QUAD   -  LA COMA (1983)
 AB1530
 AB1530                         *CURRENT SURVEY CONTROL
 AB1530  ___________________________________________________________________
 AB1530* NAD 83(1993)-  26 13 32.20425(N)    097 19 58.24389(W)     ADJUSTED  
 AB1530* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AB1530  ___________________________________________________________________
 AB1530  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 AB1530  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 AB1530
 AB1530  HORZ ORDER  -  THIRD
 AB1530
 AB1530.The horizontal coordinates were established by classical geodetic methods
 AB1530.and adjusted by the National Geodetic Survey in February 1996..
 AB1530
 AB1530.The orthometric height was scaled from a topographic map.
 AB1530
 AB1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1530
 AB1530.The geoid height was determined by GEOID03.
 AB1530
 AB1530;                    North         East     Units Scale Factor Converg.
 AB1530;SPC TX S     - 5,062,467.445   416,625.397   MT  0.99998568   +0 31 47.6
 AB1530;SPC TX S     -16,609,111.94  1,366,878.49   sFT  0.99998568   +0 31 47.6
 AB1530;UTM  14      - 2,901,740.271   666,539.368   MT  0.99994245   +0 44 12.8
 AB1530
 AB1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1530!SPC TX S     -   1.00000220  x   0.99998568  =   0.99998788
 AB1530!UTM  14      -   1.00000220  x   0.99994245  =   0.99994465
 AB1530
 AB1530:                Primary Azimuth Mark                     Grid Az
 AB1530:SPC TX S     -  ARMADILLO 2 1913                         039 47 18.7
 AB1530:UTM  14      -  ARMADILLO 2 1913                         039 34 53.5
 AB1530
 AB1530|---------------------------------------------------------------------|
 AB1530| PID    Reference Object                     Distance      Geod. Az  |
 AB1530|                                                           dddmmss.s |
 AB1530| AB1563 ARMADILLO 2 1913                    APPROX. 7.9 KM 0401906.3 |
 AB1530| CV2924 BANK RM 2                            12.000 METERS 31424     |
 AB1530| CV2923 BANK RM 1                            50.810 METERS 34953     |
 AB1530|---------------------------------------------------------------------|
 AB1530
 AB1530                          SUPERSEDED SURVEY CONTROL
 AB1530
 AB1530  NAD 83(1986)-  26 13 32.21841(N)    097 19 58.20116(W) AD(       ) 3
 AB1530  NAD 27      -  26 13 30.94000(N)    097 19 57.28200(W) AD(       ) 3
 AB1530
 AB1530.Superseded values are not recommended for survey control.
 AB1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1530.See file dsdata.txt to determine how the superseded data were derived.
 AB1530
 AB1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6653901740(NAD 83)
 AB1530_MARKER: DS = TRIANGULATION STATION DISK
 AB1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1530_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1530
 AB1530  HISTORY     - Date     Condition        Report By
 AB1530  HISTORY     - 1913     MONUMENTED       CGS
 AB1530  HISTORY     - 1931     POOR             USE
 AB1530  HISTORY     - 1938     POOR             CGS
 AB1530  HISTORY     - 1950     MARK NOT FOUND   CGS
 AB1530
 AB1530                          STATION DESCRIPTION
 AB1530
 AB1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AB1530'THE STATION IS ON THE W SIDE OF A LARGE LAGOON, MARKING IN
 AB1530'ABOUT 3 MILES N OF SIGNAL FOX AND ABOUT 2 MILES E OF GRANJENO
 AB1530'RANCH.  THE BANK IS HIGH AND THE SHORE LINE RAGGED.  A SMALL
 AB1530'KNOB IS ABOUT 12 METERS (39 FEET) SE OF THE STATION.
 AB1530'
 AB1530'THE STATION IS MARKED BY A CEMENT POST WHICH IS 2-1/2 FEET
 AB1530'LONG AND 7-1/2 INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.
 AB1530'A STANDARD DISK STATION MARK IS SET INTO THE CENTER OF THE TOP OF
 AB1530'THE COLUMN.  THE SUB-SURFACE MARK IS A NAIL OR SMALL WOODEN PEG
 AB1530'SET INTO A SMALL QUANTITY OF CEMENT, WHICH IS 6 INCHES BELOW
 AB1530'THE CEMENT POST.  SIX INCHES OF SAND OR EARTH SEPARATES THE
 AB1530'SURFACE AND SUB-SURFACE MARKS.  THE TOP OF THE SURFACE MARK
 AB1530'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  REFERENCE MARK
 AB1530'NO. 1 IS A CEMENT POST 2-1/2 FEET LONG AND 5-1/2 INCHES IN
 AB1530'DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD DISK
 AB1530'REFERENCE MARK IS SET INTO THE TOP OF THE POST.  THE TABLET
 AB1530'HAS AN ARROW WHICH POINTS TOWARD THE STATION.  THE TOP
 AB1530'OF THE CEMENT POST IS ABOUT 6 INCHES ABOVE THE SURFACE OF
 AB1530'THE GROUND.  IT IS 8 FEET BELOW THE STATION 50.81 METERS
 AB1530'(166.7 FEET) DISTANT (SURFACE MEASURE) N 10 DEG 07 MIN W.
 AB1530'REFERENCE MARK NO. 2 IS A BLAZED MESQUITE
 AB1530'TREE WITH COPPER WEDGE DRIVEN INTO THE BLAZED AREA.  IT IS
 AB1530'ABOUT 115 METERS (377 FEET) FROM THE STATION, N 45 DEG 36 MIN W.
 AB1530'THE BEARING TO A TALL POLE AT GRANJENO
 AB1530'RANCH IS N 80 DEG 57 MIN W.
 AB1530
 AB1530                          STATION RECOVERY (1931)
 AB1530
 AB1530'RECOVERY NOTE BY US ENGINEERS 1931
 AB1530'THE MARK WAS FOUND IN POOR CONDITION.  NO NUMBERS OR LETTERS WERE
 AB1530'FOUND STAMPED UPON IT.
 AB1530'
 AB1530'PART OF THE SURFACE MARK INCLUDING THE DISK STATION MARK WAS
 AB1530'BROKEN OFF.
 AB1530'
 AB1530'REFERENCE MARK NO. 2 WAS FOUND.
 AB1530'
 AB1530'REFERENCE MARK NO. 1 WAS NOT FOUND.
 AB1530
 AB1530                          STATION RECOVERY (1938)
 AB1530
 AB1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1530'STATION RECOVERED IN POOR CONDITION.  REFERENCE MARK NO. 1 FOUND
 AB1530'IN POOR CONDITION.  REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION.
 AB1530'
 AB1530'ABOUT 12-3/4 MILES NW OF PORT ISABEL, ABOUT 14 MILES NE OF LOS
 AB1530'FRESNOS, ON THE N SIDE OF A SMALL BAY EXTENDING WESTWARD FROM
 AB1530'LAGUNA MADRE AT THE MOUTH OF RESACA DE LA GRINGA, ON THE
 AB1530'HIGHEST POINT ON THE N BANK OF THE BAY, ABOUT 60 FEET N OF THE
 AB1530'EXTREME EDGE OF THE BADLY ERODED BANK, ABOUT 20 FEET N OF
 AB1530'THE N END OF WASHED-OUT GULLEYS, ABOUT 300 FEET E OF WHERE THE
 AB1530'BANK CURVES S.  THE STATION WAS FOUND WITH THE TOP OF THE
 AB1530'SURFACE MARK BROKEN OFF AND WAS LEFT AS FOUND.  IT IS A ROUND
 AB1530'CONCRETE POST ABOUT 2 INCHES BELOW GROUND.  THE STATION WILL
 AB1530'PROBABLY BE WASHED OUT IF EROSION CONTINUES.
 AB1530'
 AB1530'REFERENCE MARK NO. 1 WAS FOUND AS DESCRIBED BUT WITH THE
 AB1530'TOP OF THE MARK BROKEN OFF.  THE TOP OF THE CONCRETE IS NOW
 AB1530'ABOUT 1 INCH BELOW GROUND.
 AB1530'
 AB1530'REFERENCE MARK NO. 2 WAS FOUND AS DESCRIBED.  IT IS A COPPER
 AB1530'WEDGE IN A BLAZE ON THE TRUNK OF A TREE ABOUT 1 FOOT ABOVE THE
 AB1530'GROUND.
 AB1530'
 AB1530'A TRUCK CAN BE DRIVEN TO THE STATION.  TO REACH FROM PORT
 AB1530'ISABEL GO W ON STATE HIGHWAY 100 FOR 9 MILES TO A DIRT ROAD
 AB1530'LEADING N.  FOLLOW DIRT ROAD N 9.5 MILES TO A LANE LEADING SE
 AB1530'THROUGH TREES OPPOSITE A HOUSE AND A WINDMILL.  TURN RIGHT AND
 AB1530'FOLLOW LANE 0.35 MILE TO EDGE OF BRUSH.  TURN LEFT OFF TRAIL
 AB1530'AND GO E ALONG S EDGE OF BRUSH FOR 0.55 MILE TO E EDGE OF BRUSH,
 AB1530'THENCE NE ABOUT 0.4 MILE TO THE STATION.
 AB1530
 AB1530                          STATION RECOVERY (1950)
 AB1530
 AB1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1530'THIS AREA IS BADLY ERODED.  A THOROUGH SEARCH WAS MADE FOR
 AB1530'THE STATION, R.M. 1, AND R.M. 2 BUT NOTHING COULD BE FOUND.
 AB1530'THEY ARE ALL BELIEVED TO BE DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0787 ***********************************************************************
 CC0787  DESIGNATION -  BANK
 CC0787  PID         -  CC0787
 CC0787  STATE/COUNTY-  TX/WINKLER
 CC0787  USGS QUAD   -  SODA LAKE NE (1981)
 CC0787
 CC0787                         *CURRENT SURVEY CONTROL
 CC0787  ___________________________________________________________________
 CC0787* NAD 83(1993)-  31 43 39.87583(N)    103 17 02.71202(W)     ADJUSTED  
 CC0787* NAVD 88     -       859.6    (meters)    2820.     (feet)  VERTCON   
 CC0787  ___________________________________________________________________
 CC0787  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 CC0787  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CC0787
 CC0787  HORZ ORDER  -  SECOND
 CC0787
 CC0787.The horizontal coordinates were established by classical geodetic methods
 CC0787.and adjusted by the National Geodetic Survey in February 1996..
 CC0787
 CC0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0787
 CC0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0787
 CC0787.The geoid height was determined by GEOID03.
 CC0787
 CC0787;                    North         East     Units Scale Factor Converg.
 CC0787;SPC TX C     - 3,232,196.840   420,396.736   MT  0.99996191   -1 31 11.3
 CC0787;SPC TX C     -10,604,299.13  1,379,251.62   sFT  0.99996191   -1 31 11.3
 CC0787;UTM  13      - 3,511,539.122   662,565.220   MT  0.99992594   +0 54 09.2
 CC0787
 CC0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0787!SPC TX C     -   0.99986890  x   0.99996191  =   0.99983082
 CC0787!UTM  13      -   0.99986890  x   0.99992594  =   0.99979485
 CC0787
 CC0787|---------------------------------------------------------------------|
 CC0787| PID    Reference Object                     Distance      Geod. Az  |
 CC0787|                                                           dddmmss.s |
 CC0787| CH7900 BANK RM 1                            17.040 METERS 01002     |
 CC0787| CC0788 JOHNSON                             APPROX.14.4 KM 1952146.1 |
 CC0787| CH7901 BANK RM 2                            15.078 METERS 26219     |
 CC0787|---------------------------------------------------------------------|
 CC0787
 CC0787                          SUPERSEDED SURVEY CONTROL
 CC0787
 CC0787  NAD 83(1993)-  31 43 39.87796(N)    103 17 02.70755(W) AD(       ) 2
 CC0787  NAD 83(1986)-  31 43 39.87806(N)    103 17 02.70742(W) AD(       ) 2
 CC0787  NAD 27      -  31 43 39.41420(N)    103 17 01.09384(W) AD(       ) 2
 CC0787  NGVD 29 (07/19/86)  859.2    (m)         2819.     (f) VERT ANG       
 CC0787
 CC0787.Superseded values are not recommended for survey control.
 CC0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0787.See file dsdata.txt to determine how the superseded data were derived.
 CC0787
 CC0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR6256511539(NAD 83)
 CC0787_MARKER: DD = SURVEY DISK
 CC0787_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0787+WITH SETTING: INFORMATION.
 CC0787_SP_SET: PREFABRICATED CONCRETE POST
 CC0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0787+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2003
 CC0787
 CC0787  HISTORY     - Date     Condition        Report By
 CC0787  HISTORY     - 1969     MONUMENTED       USGS
 CC0787  HISTORY     - 20030907 GOOD             INDIV
 CC0787
 CC0787                          STATION DESCRIPTION
 CC0787
 CC0787'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (HH)
 CC0787'STATION IS LOCATED SOUTH 77 DEG WEST ABOUT 7 MILES AIRLINE FROM
 CC0787'WINK, AND NORTH 35 DEG WEST ABOUT 16 MILES AIRLINE FROM PYOTE,
 CC0787'ON A SANDY RIDGE.  6 FEET SOUTH OF A USGS WITNESS SIGN MOUNTED
 CC0787'ON A METAL POST.
 CC0787'
 CC0787'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 115 AND FARM ROAD
 CC0787'1232 IN WINK, GO NORTHWEST ON FARM ROAD 1232 FOR 1.5 MILES TO
 CC0787'CROSS ROAD, THEN LEFT (WEST) FOR 6.5 MILES.  AT THIS POINT
 CC0787'LEAVE ROAD AND DRIVE SOUTH ACROSS COUNTRY FOR 0.3 MILE TO TOP
 CC0787'OF RIDGE AND STATION SITE.  CAN BE REACHED WITH A FOUR-WHEEL
 CC0787'DRIVE VEHICLE.
 CC0787'
 CC0787'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CC0787'STEEL ROD DRIVEN TO REFUSAL (4.0 FEET), CENTERED IN AN ORANGEBURG
 CC0787'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 CC0787'THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED BANK ET, 1969.
 CC0787'
 CC0787'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CC0787'TO A COPPER COATED STEEL ROD 2.5 FEET LONG, CEMENTED IN DRILLED
 CC0787'HOLE IN BEDROCK.  CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 CC0787'DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS
 CC0787'SET FLUSH WITH THE GROUND AND STAMPED BANK ET NO. 1 1969.
 CC0787'
 CC0787'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CC0787'TO A COPPER COATED STEEL ROD 3.0 FEET LONG, CEMENTED IN DRILL
 CC0787'HOLE IN BEDROCK.  CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 CC0787'DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS
 CC0787'SET FLUSH WITH THE GROUND AND STAMPED BANK ET NO. 2 1969.
 CC0787'
 CC0787'STATION JOHNSON (USC AND GS-1909) IS VISIBLE FROM THE GROUND AT
 CC0787'THIS STATION AND WILL SERVE AS AZIMUTH MARK.
 CC0787
 CC0787                          STATION RECOVERY (2003)
 CC0787
 CC0787'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1905 ***********************************************************************
 FL1905  DESIGNATION -  BANKHEAD
 FL1905  PID         -  FL1905
 FL1905  STATE/COUNTY-  TX/WHEELER
 FL1905  USGS QUAD   -  MOBEETIE (1963)
 FL1905
 FL1905                         *CURRENT SURVEY CONTROL
 FL1905  ___________________________________________________________________
 FL1905* NAD 83(1993)-  35 34 25.65664(N)    100 22 39.07345(W)     ADJUSTED  
 FL1905* NAVD 88     -       868.     (meters)    2848.     (feet)  SCALED    
 FL1905  ___________________________________________________________________
 FL1905  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 FL1905  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 FL1905
 FL1905  HORZ ORDER  -  THIRD
 FL1905
 FL1905.The horizontal coordinates were established by classical geodetic methods
 FL1905.and adjusted by the National Geodetic Survey in February 1996..
 FL1905
 FL1905.The orthometric height was scaled from a topographic map.
 FL1905
 FL1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1905
 FL1905.The geoid height was determined by GEOID03.
 FL1905
 FL1905;                    North         East     Units Scale Factor Converg.
 FL1905;SPC TX N     - 1,175,169.391   301,737.783   MT  0.99991456   +0 39 01.9
 FL1905;SPC TX N     - 3,855,534.91    989,951.38   sFT  0.99991456   +0 39 01.9
 FL1905;UTM  14      - 3,937,550.615   375,178.850   MT  0.99979200   -0 48 05.3
 FL1905
 FL1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1905!SPC TX N     -   0.99986798  x   0.99991456  =   0.99978255
 FL1905!UTM  14      -   0.99986798  x   0.99979200  =   0.99966001
 FL1905
 FL1905:                Primary Azimuth Mark                     Grid Az
 FL1905:SPC TX N     -  BANKHEAD AZ MK                           077 37 08.7
 FL1905:UTM  14      -  BANKHEAD AZ MK                           079 04 15.9
 FL1905
 FL1905|---------------------------------------------------------------------|
 FL1905| PID    Reference Object                     Distance      Geod. Az  |
 FL1905|                                                           dddmmss.s |
 FL1905| CK8869 BANKHEAD AZ MK                                     0781610.6 |
 FL1905| CK8870 BANKHEAD RM 1                        21.674 METERS 13552     |
 FL1905| CK8871 BANKHEAD RM 2                        23.811 METERS 24214     |
 FL1905|---------------------------------------------------------------------|
 FL1905
 FL1905                          SUPERSEDED SURVEY CONTROL
 FL1905
 FL1905  NAD 83(1993)-  35 34 25.65714(N)    100 22 39.07304(W) AD(       ) 3
 FL1905  NAD 83(1986)-  35 34 25.66135(N)    100 22 39.06264(W) AD(       ) 3
 FL1905  NAD 27      -  35 34 25.50000(N)    100 22 37.60500(W) AD(       ) 3
 FL1905
 FL1905.Superseded values are not recommended for survey control.
 FL1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1905.See file dsdata.txt to determine how the superseded data were derived.
 FL1905
 FL1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7517937551(NAD 83)
 FL1905_MARKER: DS = TRIANGULATION STATION DISK
 FL1905_SETTING: 66 = SET IN ROCK OUTCROP
 FL1905
 FL1905  HISTORY     - Date     Condition        Report By
 FL1905  HISTORY     - 1951     MONUMENTED       CGS
 FL1905
 FL1905                          STATION DESCRIPTION
 FL1905
 FL1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1905'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF WHEELER.
 FL1905'4 MILES NORTHEAST OF NEW MOBEETIE.  1 MILE NORTH OF THE
 FL1905'PANHANDLE SANTA FE RAILROAD.  0.15 MILE SOUTH OF A GRADED DIRT
 FL1905'ROAD.  6 FEET SOUTHEAST OF A WITNESS POST AND ON A PROMINENT
 FL1905'FLAT TOPPED HILL.  IT IS ON LAND OWNED BY C.C. DYSON.  THE MARK
 FL1905'IS A BRONZE DISK STAMPED BANKHEAD 1951, AND SET IN BEDROCK
 FL1905'WHICH IS 14 INCHES BELOW THE GROUND.
 FL1905'
 FL1905'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED BANKHEAD NO 1 1951,
 FL1905'AND SET IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 1 INCH.
 FL1905'
 FL1905'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED BANKHEAD NO 2
 FL1905'1951, AND SET IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 4
 FL1905'INCHES.
 FL1905'
 FL1905'THE AZIMUTH MARK IS 21 FEET NORTH OF THE APPROXIMATE CENTER OF
 FL1905'A GRADED DIRT ROAD.  3 FEET WEST OF A WITNESS POST.  1 FOOT
 FL1905'SOUTHWEST OF A SOUTHWEST FENCE CORNER.  THE MARK IS A BRONZE
 FL1905'DISK STAMPED BANKHEAD 1951, AND SET IN A CONCRETE POST WHICH IS
 FL1905'FLUSH WITH THE GROUND.
 FL1905'
 FL1905'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 FL1905'ROUTE 152 IN WHEELER.  GO NORTH ON U.S. HIGHWAY 83 FOR 10.05
 FL1905'MILES TO T-ROAD WEST JUST BEYOND A OVERPASS AND A SIGN MOBEETIE,
 FL1905'TURN LEFT AND GO WEST FOR 3.35 MILES TO THE AZIMUTH MARK ON
 FL1905'THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.6 MILE TO A GATE ON
 FL1905'THE LEFT.  PASS THROUGH THE GATE AND GO SOUTH FOR 0.2 MILE TO
 FL1905'THE TOP OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6666 ***********************************************************************
 AW6666  DESIGNATION -  BANNER
 AW6666  PID         -  AW6666
 AW6666  STATE/COUNTY-  TX/HARRIS
 AW6666  USGS QUAD   -  SETTEGAST (1995)
 AW6666
 AW6666                         *CURRENT SURVEY CONTROL
 AW6666  ___________________________________________________________________
 AW6666* NAD 83(1993)-  29 47 42.88156(N)    095 16 02.54561(W)     ADJUSTED  
 AW6666* NAVD 88     -        11.53   (+/-2cm)      37.8    (feet)  VERTCON   
 AW6666  ___________________________________________________________________
 AW6666  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6666  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW6666
 AW6666  HORZ ORDER  -  FIRST
 AW6666  VERT ORDER  -  THIRD ? (See Below)
 AW6666
 AW6666.The horizontal coordinates were established by classical geodetic methods
 AW6666.and adjusted by the National Geodetic Survey in February 1996..
 AW6666
 AW6666.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6666.The vertical order pertains to the NGVD 29 superseded value.
 AW6666
 AW6666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6666
 AW6666.The geoid height was determined by GEOID03.
 AW6666
 AW6666;                    North         East     Units Scale Factor Converg.
 AW6666;SPC TXSC     - 4,223,191.699   960,785.251   MT  0.99989541   +1 49 43.2
 AW6666;SPC TXSC     -13,855,588.10  3,152,176.28   sFT  0.99989541   +1 49 43.2
 AW6666;UTM  15      - 3,298,252.666   280,840.348   MT  1.00019265   -1 07 37.6
 AW6666
 AW6666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6666!SPC TXSC     -   1.00000247  x   0.99989541  =   0.99989788
 AW6666!UTM  15      -   1.00000247  x   1.00019265  =   1.00019512
 AW6666
 AW6666|---------------------------------------------------------------------|
 AW6666| PID    Reference Object                     Distance      Geod. Az  |
 AW6666|                                                           dddmmss.s |
 AW6666| CV5976 BANNER RM 1                          26.665 METERS 09519     |
 AW6666| AW6646 HOUSTON WC AND ID TANK NO 20         17.471 METERS 12340     |
 AW6666| CV5978 BANNER RM 3                                        1822816.3 |
 AW6666| CV5977 BANNER RM 2                          27.183 METERS 19648     |
 AW6666|---------------------------------------------------------------------|
 AW6666
 AW6666                          SUPERSEDED SURVEY CONTROL
 AW6666
 AW6666  NAD 83(1986)-  29 47 42.89641(N)    095 16 02.52662(W) AD(       ) 1
 AW6666  NAD 27      -  29 47 42.08162(N)    095 16 01.76027(W) AD(       ) 1
 AW6666  NGVD 29 (07/19/86)   11.53   (m)           37.8    (f) LEVELING    3  
 AW6666
 AW6666.Superseded values are not recommended for survey control.
 AW6666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6666.See file dsdata.txt to determine how the superseded data were derived.
 AW6666
 AW6666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8084098253(NAD 83)
 AW6666_MARKER: DS = TRIANGULATION STATION DISK
 AW6666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6666
 AW6666  HISTORY     - Date     Condition        Report By
 AW6666  HISTORY     - 1968     MONUMENTED       CGS
 AW6666
 AW6666                          STATION DESCRIPTION
 AW6666
 AW6666'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6666'THE STATION IS LOCATED ON PROPERTY OF THE CITY OF HOUSTON AT HOUSTON
 AW6666'FIRE STATION NO. 45, ABOUT 6-1/4 MILES NORTHEAST OF THE CENTER OF
 AW6666'HOUSTON AND 1-1/4 MILES NORTH OF THE JUNCTION OF INTERSTATE
 AW6666'HIGHWAYS 610 AND 10.
 AW6666'
 AW6666'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 610,
 AW6666'U.S. HIGHWAYS 90 AND 90A, GO NORTHEAST ON U.S. HIGHWAY 90 FOR 0.45
 AW6666'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO IN A SOUTHERLY
 AW6666'DIRECTION ON MANITOU STREET FOR 0.4 MILE TO A CROSSROAD.  TURN
 AW6666'RIGHT AND GO SOUTHWEST ON BANNER STREET FOR 0.4 MILE TO A WATER
 AW6666'TANK ON THE LEFT AND THE STATION.
 AW6666'
 AW6666'THE STATION MARK IS A STANDARD DISK STAMPED BANNER 1968, SET IN THE
 AW6666'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6666'GROUND.  IT IS 131 FEET SOUTHEAST OF THE CENTER OF BANNER STREET,
 AW6666'83 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE FIRE
 AW6666'STATION, 38 FEET SOUTHWEST OF THE WEST FACE OF A STORAGE TANK, 36
 AW6666'FEET NORTHWEST OF THE NORTHWEST LEG OF THE WATER TANK, 26 FEET
 AW6666'SOUTHEAST OF THE EAST GATE POST OF A WIRE GATE AND 19 FEET EAST
 AW6666'OF THE CENTER OF A TRACK ROAD.
 AW6666'
 AW6666'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BANNER NO 1 1968, SET
 AW6666'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6666'THE GROUND.  IT IS 62 FEET SOUTH OF A POWER LINE POLE WITH 3
 AW6666'TRANSFORMERS, 26 FEET EAST-NORTHEAST OF THE NORTHEAST LEG OF THE
 AW6666'WATER TANK AND 9 FEET WEST OF A WIRE FENCE.
 AW6666'
 AW6666'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BANNER NO 2 1968, SET
 AW6666'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6666'THE GROUND.  IT IS 70 FEET WEST-SOUTHWEST OF THE SOUTHWEST LEG OF
 AW6666'THE WATER TANK, 13 FEET WEST OF THE CENTER OF THE TRACK ROAD, 1.4
 AW6666'FEET NORTH OF A METAL WITNESS POST AND 1 FOOT NORTH OF A WIRE
 AW6666'FENCE.
 AW6666'
 AW6666'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BANNER NO 3 1968,
 AW6666'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE
 AW6666'ABUTMENT OF THE OVERPASS OF THE NORTH BOUND LANES OF INTERSTATE
 AW6666'HIGHWAY 610 WHICH CROSSES OVER WALLISVILLE ROAD.  IT IS 1.7
 AW6666'FEET NORTHWEST OF A METAL WITNESS POST.
 AW6666'
 AW6666'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0375 ***********************************************************************
 BY0375  DESIGNATION -  BANNISTER
 BY0375  PID         -  BY0375
 BY0375  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0375  USGS QUAD   -  HARVEY CREEK (1984)
 BY0375
 BY0375                         *CURRENT SURVEY CONTROL
 BY0375  ___________________________________________________________________
 BY0375* NAD 83(1993)-  31 21 59.46449(N)    094 13 57.44654(W)     ADJUSTED  
 BY0375* NAVD 88     -       111.96   (+/-2cm)     367.3    (feet)  VERTCON   
 BY0375  ___________________________________________________________________
 BY0375  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BY0375  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY0375
 BY0375  HORZ ORDER  -  FIRST
 BY0375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0375
 BY0375.The horizontal coordinates were established by classical geodetic methods
 BY0375.and adjusted by the National Geodetic Survey in February 1996..
 BY0375
 BY0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0375.The vertical order pertains to the NGVD 29 superseded value.
 BY0375
 BY0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0375
 BY0375.The geoid height was determined by GEOID03.
 BY0375
 BY0375;                    North         East     Units Scale Factor Converg.
 BY0375;SPC TX C     - 3,204,348.604 1,280,055.608   MT  0.99990197   +3 08 32.0
 BY0375;SPC TX C     -10,512,933.71  4,199,649.11   sFT  0.99990197   +3 08 32.0
 BY0375;UTM  15      - 3,470,878.885   382,774.540   MT  0.99976949   -0 38 30.0
 BY0375
 BY0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0375!SPC TX C     -   0.99998674  x   0.99990197  =   0.99988871
 BY0375!UTM  15      -   0.99998674  x   0.99976949  =   0.99975623
 BY0375
 BY0375:                Primary Azimuth Mark                     Grid Az
 BY0375:SPC TX C     -  BANNISTER AZ MK                          025 18 10.9
 BY0375:UTM  15      -  BANNISTER AZ MK                          029 05 12.9
 BY0375
 BY0375|---------------------------------------------------------------------|
 BY0375| PID    Reference Object                     Distance      Geod. Az  |
 BY0375|                                                           dddmmss.s |
 BY0375| CV8038 BANNISTER AZ MK                                    0282642.9 |
 BY0375| BY2613 SAN AUGUSTINE MUNICIPAL TANK        APPROX.22.0 KM 0335955.3 |
 BY0375| BY2615 SAN AUGUSTINE REA RAD KRYB MST      APPROX.22.9 KM 0390213.9 |
 BY0375| BY2637 JACKSON HILL LOOKOUT TOWER          APPROX. 8.8 KM 2201028.6 |
 BY0375| BY0377 BANNISTER RM 1                      255.240 METERS 22738     |
 BY0375| BY0376 BANNISTER RM 2                       31.678 METERS 30635     |
 BY0375|---------------------------------------------------------------------|
 BY0375
 BY0375                          SUPERSEDED SURVEY CONTROL
 BY0375
 BY0375  NAD 83(1986)-  31 21 59.47415(N)    094 13 57.43890(W) AD(       ) 1
 BY0375  NAD 27      -  31 21 58.80700(N)    094 13 56.72600(W) AD(       ) 1
 BY0375  NGVD 29 (??/??/92)  111.986  (m)          367.41   (f) ADJ UNCH    2 0
 BY0375
 BY0375.Superseded values are not recommended for survey control.
 BY0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0375.See file dsdata.txt to determine how the superseded data were derived.
 BY0375
 BY0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ8277570879(NAD 83)
 BY0375_MARKER: DS = TRIANGULATION STATION DISK
 BY0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0375_STAMPING: BANNISTER 1931
 BY0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0375+STABILITY: SURFACE MOTION
 BY0375
 BY0375  HISTORY     - Date     Condition        Report By
 BY0375  HISTORY     - 1931     MONUMENTED       CGS
 BY0375  HISTORY     - 1934     GOOD             CGS
 BY0375  HISTORY     - 1938     GOOD             LOCSUR
 BY0375  HISTORY     - 1949     GOOD             CGS
 BY0375  HISTORY     - 1952     GOOD             CGS
 BY0375  HISTORY     - 1958     GOOD             CGS
 BY0375  HISTORY     - 1968     GOOD             NGS
 BY0375
 BY0375                          STATION DESCRIPTION
 BY0375
 BY0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BY0375'SIX MILES SW OF MACUNE, ABOUT 6 MILES N OF BROADDUS, ON A
 BY0375'RIDGE JUST NE OF A BOARD CORRAL, ABOUT 22 METERS (72 FEET)
 BY0375'E OF HIGHWAY 147, ON LAND BELONGING TO THE LONG BELL LUMBER
 BY0375'COMPANY.
 BY0375'
 BY0375'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY0375'DISKS SET IN CONCRETE.
 BY0375'
 BY0375'REFERENCE MARK NO. 1 IS ABOUT 9 METERS (30 FEET) W OF HIGHWAY
 BY0375'IN A CLEARING, AND 150 METERS (492 FEET) FROM STATION
 BY0375'S 47 DEG W.
 BY0375'
 BY0375'REFERENCE MARK NO. 2 IS ABOUT 8 METERS (26 FEET) W OF CENTER
 BY0375'LINE OF HIGHWAY, AND 31.70 METERS (104.0 FEET) FROM STATION
 BY0375'N 43 DEG 26 MIN W.
 BY0375
 BY0375                          STATION RECOVERY (1934)
 BY0375
 BY0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WSD)
 BY0375'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BY0375
 BY0375                          STATION RECOVERY (1938)
 BY0375
 BY0375'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 BY0375'RECOVERED BY REPUBLIC PRODUCTION CO GEOPHYSICAL DEPT.
 BY0375'
 BY0375'RECOVERED IN GOOD CONDITION.
 BY0375
 BY0375                          STATION RECOVERY (1949)
 BY0375
 BY0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY0375'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 BY0375'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 BY0375'TO REFERENCE MARK NO 1 WAS FOUND TO BE 255.240 METERS (837.40
 BY0375'FT) AND NOT 150 METERS (492 FT).  A NEW AZIMUTH MARK
 BY0375'WAS ESTABLISHED.  FOLLOWING IS A COMPLETE DESCRIPTION.
 BY0375'
 BY0375'THE STATION IS LOCATED ABOUT 15.0 MILES SOUTH-SOUTHWEST OF
 BY0375'SAN AUGUSTINE AND 6.0 MILES NORTH OF BROADDUS AND 0.3 MILE
 BY0375'NORTHWEST OF STATE ROUTE NO 147, IN THE ANGELINA NATIONAL
 BY0375'FOREST.  IT IS 72 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD,
 BY0375'10 FEET EAST OF A 12 INCH PINE TREE AND 3 FEET WEST OF WITNESS
 BY0375'POST.  IT IS STAMPED BANNISTER 1931 AND PROJECTS 14 INCHES.
 BY0375'
 BY0375'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, SET IN A
 BY0375'CLEARING 30 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD
 BY0375'AND 42 FEET NORTHWEST OF A DIM CROSSROAD.  IT IS STAMPED
 BY0375'BANNISTER NO 1 1931 AND PROJECTS 15 INCHES.
 BY0375'
 BY0375'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 30 FEET
 BY0375'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD.  IT IS STAMPED
 BY0375'BANNISTER NO 2 1931 AND PROJECTS 4 INCHES.
 BY0375'
 BY0375'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTH-NORTHEAST OF THE
 BY0375'STATION, 20 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD AND
 BY0375'2 FEET SOUTH OF WITNESS POST.  IT IS STAMPED BANNISTER 1949
 BY0375'AND PROJECTS 3 INCHES.  TO REACH FROM THE STATION, GO NORTH
 BY0375'FOR 0.2 MILE TO CROSSROAD, CONTINUE NORTH ON DIRT ROAD FOR
 BY0375'0.1 MILE TO THE MARK ON THE ON THE WEST SIDE AS DESCRIBED.
 BY0375'
 BY0375'TO REACH THE STATION FROM THE POST OFFICE IN BROADDUS, GO
 BY0375'NORTH ON STATE ROUTE NO 147 FOR 4.75 MILES TO CROSSROAD AND
 BY0375'SIGN ON LEFT WHITE CITY 8, TURN LEFT AND GO WEST FOR 0.3
 BY0375'MILE TO CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO
 BY0375'THE STATION ON THE EAST SIDE AS DESCRIBED.
 BY0375'
 BY0375'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
 BY0375'
 BY0375'AN 87 FOOT SIGNAL AT STATION MOTT 1931 IS VISIBLE AT 64 FEET
 BY0375'
 BY0375'AN 87 FOOT SIGNAL AT STATION ETOILE IS VISIBLE AT 50 FEET
 BY0375'
 BY0375'A 100 FOOT SIGNAL AT STATION CHIRENO IS VISIBLE AT 50 FEET
 BY0375'
 BY0375'A 100 FOOT SIGNAL AT STATION BROWNING IS VISIBLE AT 64 FEET
 BY0375'
 BY0375'A 74 FOOT SIGNAL AT STATION WALTER IS VISIBLE AT 64 FEET
 BY0375'
 BY0375'A 100 FOOT SIGNAL AT STATION MOLLY 1931 IS VISIBLE AT 64 FEET
 BY0375
 BY0375                          STATION RECOVERY (1952)
 BY0375
 BY0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 BY0375'4.75 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST
 BY0375'OFFICE AT BROADDUS, THENCE 0.3 MILE WEST ALONG FOREST ROAD
 BY0375'301, THENCE 0.15 MILE SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0375'70 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 26 FEET
 BY0375'SOUTHWEST OF A 14 INCH TRIANGULAR BLAZED OAK TREE, A
 BY0375'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 BY0375'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED BANNISTER
 BY0375'1931.
 BY0375'
 BY0375'BANNISTER R.M. 1 IS 830 FEET SOUTHWEST OF TRIANGULATION STATION
 BY0375'BANNISTER 1931, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BY0375'49 FEET SOUTH OF A 16 INCH TRIANGULAR BLAZED PINE TREE, 1.6
 BY0375'FEET SOUTH OF A WITNESS POST, A REFERENCE MARK DISK SET IN
 BY0375'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 BY0375'THE GROUND, STAMPED BANNISTER NO 1 1931.
 BY0375'
 BY0375'BANNISTER R.M. IS 103.9 FEET NORTHWEST OF TRIANGULATION
 BY0375'STATION BANNISTER 1931, 34 FEET NORTHWEST OF THE CENTER
 BY0375'LINE OF THE ROAD, 1 FOOT SOUTHEAST OF A WITNESS POST, A
 BY0375'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY0375'PROJECTS 0.3 FOOT ABOVE THE GROUND.  STAMPED BANNISTER NO
 BY0375'2 1931.
 BY0375
 BY0375                          STATION RECOVERY (1958)
 BY0375
 BY0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EJ)
 BY0375'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BY0375'IN GOOD CONDITION.  DIRECTIONS FOR PROCEEDING
 BY0375'TO STATION SITE ARE CORRECT.
 BY0375
 BY0375                          STATION RECOVERY (1968)
 BY0375
 BY0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BY0375'5.2 MI NE FROM BROADDUS.
 BY0375'ABOUT 4.75 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST
 BY0375'OFFICE AT BROADDUS, THENCE 0.3 MILE WEST ALONG ANGELINA NATIONAL
 BY0375'FOREST ROAD 301, THENCE 0.15 MILE SOUTHWEST ALONG A GRADED DIRT ROAD
 BY0375'TO SITE OF MARK, 70.0 FEET SOUTHEAST OF THE CENTER OF THE DIRT ROAD,
 BY0375'26.0 FEET SOUTHWEST OF A 14-INCH TRIANGULAR BLAZE ON AN OAK TREE,
 BY0375'103.9 FEET SOUTHEAST OF BANNISTER R.M.2, 830 FEET NORTHEAST OF
 BY0375'BANNISTER R.M. 1, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, SET IN THE
 BY0375'TOP OF A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BY0375'SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0377 ***********************************************************************
 BY0377  DESIGNATION -  BANNISTER RM 1
 BY0377  PID         -  BY0377
 BY0377  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0377  USGS QUAD   -  HARVEY CREEK (1984)
 BY0377
 BY0377                         *CURRENT SURVEY CONTROL
 BY0377  ___________________________________________________________________
 BY0377* NAD 83(1986)-  31 21 59.     (N)    094 13 57.     (W)     SCALED    
 BY0377* NAVD 88     -       109.20   (+/-2cm)     358.3    (feet)  VERTCON   
 BY0377  ___________________________________________________________________
 BY0377  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY0377
 BY0377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0377
 BY0377.The horizontal coordinates were scaled from a topographic map and have
 BY0377.an estimated accuracy of +/- 6 seconds.
 BY0377
 BY0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0377.The vertical order pertains to the NGVD 29 superseded value.
 BY0377
 BY0377.The geoid height was determined by GEOID03.
 BY0377
 BY0377;                    North         East    Units  Estimated Accuracy
 BY0377;SPC TX C     - 3,204,340.    1,280,070.      MT  (+/- 180 meters Scaled)
 BY0377
 BY0377                          SUPERSEDED SURVEY CONTROL
 BY0377
 BY0377  NGVD 29 (??/??/92)  109.228  (m)          358.36   (f) ADJ UNCH    2 0
 BY0377
 BY0377.Superseded values are not recommended for survey control.
 BY0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0377.See file dsdata.txt to determine how the superseded data were derived.
 BY0377
 BY0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ827708(NAD 83)
 BY0377_MARKER: DR = REFERENCE MARK DISK
 BY0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0377_STAMPING: BANNISTER NO 1 1931
 BY0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0377+STABILITY: SURFACE MOTION
 BY0377
 BY0377  HISTORY     - Date     Condition        Report By
 BY0377  HISTORY     - 1931     MONUMENTED       CGS
 BY0377  HISTORY     - 1968     GOOD             NGS
 BY0377
 BY0377                          STATION DESCRIPTION
 BY0377
 BY0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0377'5.2 MI NE FROM BROADDUS.
 BY0377'ABOUT 4.75 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST
 BY0377'OFFICE AT BROADDUS, THENCE 0.3 MILE WEST ALONG ANGELINA NATIONAL
 BY0377'FOREST ROAD 301, THENCE 0.15 MILE SOUTHWEST ALONG A GRADED DIRT ROAD
 BY0377'TO SITE OF MARK, 25.0 FEET NORTH OF THE CENTER OF ROAD IN A SMALL
 BY0377'CLEARING, 837 FEET SOUTHWEST OF TRIANGULATION STATION BANNISTER 1931,
 BY0377'49.0 FEET SOUTH OF A 16-INCH TRIANGULAR BLAZE ON A PINE TREE, 1 FOOT
 BY0377'NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A 14 X 14 IN.
 BY0377'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0376 ***********************************************************************
 BY0376  DESIGNATION -  BANNISTER RM 2
 BY0376  PID         -  BY0376
 BY0376  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0376  USGS QUAD   -  HARVEY CREEK (1984)
 BY0376
 BY0376                         *CURRENT SURVEY CONTROL
 BY0376  ___________________________________________________________________
 BY0376* NAD 83(1986)-  31 21 59.     (N)    094 13 57.     (W)     SCALED    
 BY0376* NAVD 88     -       110.85   (+/-2cm)     363.7    (feet)  VERTCON   
 BY0376  ___________________________________________________________________
 BY0376  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY0376
 BY0376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0376
 BY0376.The horizontal coordinates were scaled from a topographic map and have
 BY0376.an estimated accuracy of +/- 6 seconds.
 BY0376
 BY0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0376.The vertical order pertains to the NGVD 29 superseded value.
 BY0376
 BY0376.The geoid height was determined by GEOID03.
 BY0376
 BY0376;                    North         East    Units  Estimated Accuracy
 BY0376;SPC TX C     - 3,204,340.    1,280,070.      MT  (+/- 180 meters Scaled)
 BY0376
 BY0376                          SUPERSEDED SURVEY CONTROL
 BY0376
 BY0376  NGVD 29 (??/??/92)  110.879  (m)          363.78   (f) ADJ UNCH    2 0
 BY0376
 BY0376.Superseded values are not recommended for survey control.
 BY0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0376.See file dsdata.txt to determine how the superseded data were derived.
 BY0376
 BY0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ827708(NAD 83)
 BY0376_MARKER: DR = REFERENCE MARK DISK
 BY0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0376_STAMPING: BANNISTER NO 2 1931
 BY0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0376+STABILITY: SURFACE MOTION
 BY0376
 BY0376  HISTORY     - Date     Condition        Report By
 BY0376  HISTORY     - 1931     MONUMENTED       CGS
 BY0376  HISTORY     - 1968     GOOD             NGS
 BY0376
 BY0376                          STATION DESCRIPTION
 BY0376
 BY0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0376'5.2 MI NE FROM BROADDUS.
 BY0376'ABOUT 4.75 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST
 BY0376'OFFICE AT BROADDUS, THENCE 0.3 MILE WEST ALONG ANGELINA NATIONAL
 BY0376'FOREST ROAD 301, THENCE 0.15 MILE SOUTHWEST ALONG A GRADED DIRT ROAD
 BY0376'TO SITE OF MARK, 34.0 FEET NORTHWEST OF THE CENTER OF THE ROAD, 103.9
 BY0376'FEET NORTHWEST OF TRIANGULATION STATION BANNISTER, 1.0 FOOT SOUTHWEST
 BY0376'OF A WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0376'PROJECTS 0.3 FOOT ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1581 ***********************************************************************
 AH1581  DESIGNATION -  BANQUETE
 AH1581  PID         -  AH1581
 AH1581  STATE/COUNTY-  TX/NUECES
 AH1581  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1581
 AH1581                         *CURRENT SURVEY CONTROL
 AH1581  ___________________________________________________________________
 AH1581* NAD 83(1993)-  27 44 27.98248(N)    097 49 43.99323(W)     ADJUSTED  
 AH1581* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 AH1581  ___________________________________________________________________
 AH1581  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AH1581  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH1581
 AH1581  HORZ ORDER  -  SECOND
 AH1581
 AH1581.The horizontal coordinates were established by classical geodetic methods
 AH1581.and adjusted by the National Geodetic Survey in February 1996..
 AH1581
 AH1581.The orthometric height was scaled from a topographic map.
 AH1581
 AH1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1581
 AH1581.The geoid height was determined by GEOID03.
 AH1581
 AH1581;                    North         East     Units Scale Factor Converg.
 AH1581;SPC TX S     - 5,230,013.011   366,167.251   MT  0.99997795   +0 18 16.9
 AH1581;SPC TX S     -17,158,801.02  1,201,333.72   sFT  0.99997795   +0 18 16.9
 AH1581;UTM  14      - 3,069,073.065   615,425.397   MT  0.99976445   +0 32 42.7
 AH1581
 AH1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1581!SPC TX S     -   0.99999994  x   0.99997795  =   0.99997789
 AH1581!UTM  14      -   0.99999994  x   0.99976445  =   0.99976439
 AH1581
 AH1581|---------------------------------------------------------------------|
 AH1581| PID    Reference Object                     Distance      Geod. Az  |
 AH1581|                                                           dddmmss.s |
 AH1581| CV2926 BANQUETE RM 1                        18.837 METERS 09411     |
 AH1581| CV2925 BANQUETE AZ MK                                     1795505.1 |
 AH1581| CV2927 BANQUETE RM 2                        25.080 METERS 27335     |
 AH1581|---------------------------------------------------------------------|
 AH1581
 AH1581                          SUPERSEDED SURVEY CONTROL
 AH1581
 AH1581  NAD 83(1986)-  27 44 27.98991(N)    097 49 43.97240(W) AD(       ) 2
 AH1581  NAD 27      -  27 44 26.89400(N)    097 49 42.98300(W) AD(       ) 2
 AH1581
 AH1581.Superseded values are not recommended for survey control.
 AH1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1581.See file dsdata.txt to determine how the superseded data were derived.
 AH1581
 AH1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1542569073(NAD 83)
 AH1581_MARKER: DS = TRIANGULATION STATION DISK
 AH1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1581
 AH1581  HISTORY     - Date     Condition        Report By
 AH1581  HISTORY     - 1949     MONUMENTED       CGS
 AH1581  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AH1581
 AH1581                          STATION DESCRIPTION
 AH1581
 AH1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1581'THE STATION IS LOCATED ABOUT 4-1/4 MILES SOUTH-SOUTHWEST
 AH1581'OF BANQUETE AND ABOUT 6-3/4 MILES NORTHWEST OF DRISCOLL, ON
 AH1581'PROPERTY OWNED BY MR. W.P. MOUNGER AND OCCUPIED BY MR.
 AH1581'J.S. ELLOITT.  IT IS 120 FEET NORTH OF THE NORTHEAST CORNER
 AH1581'OF THE HOUSE, 65 FEET EAST OF THE NORTHEAST CORNER OF GARAGE,
 AH1581'32 FEET EAST OF THE CENTER OF DRIVEWAY AND 6 FEET SOUTH OF
 AH1581'FENCE LINE.  IT IS STAMPED BANQUETE 1949 AND SET FLUSH WITH
 AH1581'THE GROUND SURFACE.
 AH1581'
 AH1581'REFERENCE MARK NO 1 IS EAST OF THE STATION, 40 FEET SOUTH OF
 AH1581'THE CENTER OF MACADAM ROAD AND 1 FOOT SOUTH OF EAST-WEST
 AH1581'FENCE LINE.  IT IS STAMPED BANQUETE NO 1 1949 AND SET FLUSH
 AH1581'WITH THE GROUND SURFACE.
 AH1581'
 AH1581'REFERENCE MARK NO 2 IS WEST OF THE STATION, 18 FEET NORTH
 AH1581'OF THE NORTHWEST CORNER OF GARAGE, 15 FEET SOUTH OF FENCE LINE
 AH1581'AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 AH1581'BANQUETE NO 2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 AH1581'
 AH1581'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION,
 AH1581'36 FEET EAST OF THE CENTER OF FARM ROAD 666 AND 2 FEET EAST
 AH1581'OF WITNESS POST.  IT IS STAMPED BANQUETE 1949 AND PROJECTS
 AH1581'3 INCHES.
 AH1581'
 AH1581'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 44 AND
 AH1581'FARM ROAD 666 IN THE NORTHWEST EDGE OF BANQUETE, GO SOUTH ON
 AH1581'FARM ROAD 666 FOR 4.3 MILES TO THE OFFICE OF THE AUGA DULCE
 AH1581'COMPANY ON THE RIGHT, CONTINUE SOUTH ON FARM ROAD 666 FOR
 AH1581'0.5 MILE TO MACADAM T-ROAD (CONTINUE SOUTH ON FARM ROAD 666
 AH1581'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE EAST SIDE AS
 AH1581'DESCRIBED), TURN RIGHT ON T-ROAD AND GO WEST FOR 0.1 MILE TO
 AH1581'DRIVEWAY TO THE ELLIOTT FARM HOUSE ON THE LEFT, TURN
 AH1581'LEFT INTO DRIVEWAY AND STATION JUST EAST AS DESCRIBED.
 AH1581'
 AH1581'A 74 FOOT SIGNAL AT STATION ELLIFF 1904 IS VISIBLE AT 50 FEET.
 AH1581'
 AH1581'A 74 FOOT SIGNAL AT STATION DRISCOLL IS VISIBLE AT 4 FEET.
 AH1581'
 AH1581'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AH1581
 AH1581                          STATION RECOVERY (1960)
 AH1581
 AH1581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DFC)
 AH1581'BANQUETE SUB-SURFACE MONUMENT WAS FOUND 36 IN DEEP AT A POINT
 AH1581'44 FEET SOUTH OF EAST AND WEST PAVED ROAD AND 361 FEET WEST OF
 AH1581'R.M. HIGHWAY 666.  FROM BANQUETE THE FOLLOWING OBJECTS WERE
 AH1581'FOUND--4 IN CONCRETE HIGHWAY R/W MONUMENT, S. 83 DEG 36 MIN
 AH1581'E. 411.25 FEET.  OIL WELL, N. 4 DEG 39 MIN W. 504.4 FEET.
 AH1581'OIL WELL, S. 23 DEG 14 MIN W. 449.6 FEET.  NORTHEAST LEG OF
 AH1581'WINDMILL, S. 61 DEG W. 80.8 FEET.  NORTHWEST CORNER OF HOUSE,
 AH1581'S. 17 DEG E. 123.0 FEET.  POWER POLE, S. 83 DEG E. 148.7 FEET.
 AH1581'AND A POWER POLE S. 9 DEG E. 60.5 FEET.  THE REFERENCE AND
 AH1581'AZIMUTH MONUMENTS HAVE BEEN DESTROYED.  WE FOUND THE
 AH1581'DRISCOLL MUNICIPAL WATER TANK (BUILT 1955) TO BEAR S. 45 DEG
 AH1581'01 MIN 00 SEC E. (GRID) FROM BANQUETE.
 AH1581'
 AH1581'ALL BEARINGS SHOWN ARE GRID BEARINGS BASED ON TEXAS PLANE
 AH1581'COORDINATE SYSTEM FOR SOUTH ZONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1600 ***********************************************************************
 AH1600  DESIGNATION -  BANQUETTE CYRUS ELLIFF HSE CHY
 AH1600  PID         -  AH1600
 AH1600  STATE/COUNTY-  TX/NUECES
 AH1600  USGS QUAD   -  BANQUETE (1979)
 AH1600
 AH1600                         *CURRENT SURVEY CONTROL
 AH1600  ___________________________________________________________________
 AH1600* NAD 83(1993)-  27 47 41.95655(N)    097 48 28.92642(W)     ADJUSTED  
 AH1600* NAVD 88     -                                                        
 AH1600  ___________________________________________________________________
 AH1600  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AH1600  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1600
 AH1600  HORZ ORDER  -  THIRD
 AH1600
 AH1600.The horizontal coordinates were established by classical geodetic methods
 AH1600.and adjusted by the National Geodetic Survey in February 1996..
 AH1600
 AH1600
 AH1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1600
 AH1600.The geoid height was determined by GEOID03.
 AH1600
 AH1600;                    North         East     Units Scale Factor Converg.
 AH1600;SPC TX S     - 5,235,994.867   368,190.349   MT  0.99999052   +0 18 51.0
 AH1600;SPC TX S     -17,178,426.49  1,207,971.17   sFT  0.99999052   +0 18 51.0
 AH1600;UTM  14      - 3,075,062.082   617,422.871   MT  0.99977019   +0 33 21.2
 AH1600
 AH1600                          SUPERSEDED SURVEY CONTROL
 AH1600
 AH1600  NAD 83(1986)-  27 47 41.96504(N)    097 48 28.90562(W) AD(       ) 4
 AH1600  NAD 27      -  27 47 40.88000(N)    097 48 27.92000(W) AD(       ) 3
 AH1600
 AH1600.Superseded values are not recommended for survey control.
 AH1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1600.See file dsdata.txt to determine how the superseded data were derived.
 AH1600
 AH1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1742375062(NAD 83)
 AH1600_MARKER: 85 = CHIMNEY
 AH1600
 AH1600  HISTORY     - Date     Condition        Report By
 AH1600  HISTORY     - 1905     FIRST OBSERVED   CGS
 AH1600
 AH1600                          STATION DESCRIPTION
 AH1600
 AH1600'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6933 ***********************************************************************
 AW6933  DESIGNATION -  BAPTIST
 AW6933  PID         -  AW6933
 AW6933  STATE/COUNTY-  TX/HARRIS
 AW6933  USGS QUAD   -  ALIEF (1995)
 AW6933
 AW6933                         *CURRENT SURVEY CONTROL
 AW6933  ___________________________________________________________________
 AW6933* NAD 83(1993)-  29 44 20.29567(N)    095 32 04.86456(W)     ADJUSTED  
 AW6933* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AW6933  ___________________________________________________________________
 AW6933  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6933  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW6933
 AW6933  HORZ ORDER  -  FIRST
 AW6933
 AW6933.The horizontal coordinates were established by classical geodetic methods
 AW6933.and adjusted by the National Geodetic Survey in February 1996..
 AW6933
 AW6933.The orthometric height was scaled from a topographic map.
 AW6933
 AW6933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6933
 AW6933.The geoid height was determined by GEOID03.
 AW6933
 AW6933;                    North         East     Units Scale Factor Converg.
 AW6933;SPC TXSC     - 4,216,162.123   935,140.370   MT  0.99988802   +1 41 51.7
 AW6933;SPC TXSC     -13,832,525.23  3,068,039.70   sFT  0.99988802   +1 41 51.7
 AW6933;UTM  15      - 3,292,552.681   254,857.389   MT  1.00034153   -1 15 28.6
 AW6933
 AW6933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6933!SPC TXSC     -   1.00000070  x   0.99988802  =   0.99988872
 AW6933!UTM  15      -   1.00000070  x   1.00034153  =   1.00034223
 AW6933
 AW6933|---------------------------------------------------------------------|
 AW6933| PID    Reference Object                     Distance      Geod. Az  |
 AW6933|                                                           dddmmss.s |
 AW6933| CV5980 BAPTIST RM 1                         24.405 METERS 09852     |
 AW6933| CV5979 BAPTIST AZ MK                                      1521236.3 |
 AW6933| CV5981 BAPTIST RM 2                         26.884 METERS 20122     |
 AW6933|---------------------------------------------------------------------|
 AW6933
 AW6933                          SUPERSEDED SURVEY CONTROL
 AW6933
 AW6933  NAD 83(1986)-  29 44 20.30998(N)    095 32 04.84620(W) AD(       ) 1
 AW6933  NAD 27      -  29 44 19.48325(N)    095 32 04.05172(W) AD(       ) 1
 AW6933
 AW6933.Superseded values are not recommended for survey control.
 AW6933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6933.See file dsdata.txt to determine how the superseded data were derived.
 AW6933
 AW6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5485792553(NAD 83)
 AW6933_MARKER: DS = TRIANGULATION STATION DISK
 AW6933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6933
 AW6933  HISTORY     - Date     Condition        Report By
 AW6933  HISTORY     - 1968     MONUMENTED       CGS
 AW6933  HISTORY     - 19931112 MARK NOT FOUND   USPSQD
 AW6933
 AW6933                          STATION DESCRIPTION
 AW6933
 AW6933'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6933'THE STATION IS LOCATED ABOUT 10-1/2 MILES WEST AND 1-1/2 MILES SOUTH
 AW6933'OF THE CENTRAL BUSINESS DISTRICT OF HOUSTON, IN AN AREA KNOWN AS
 AW6933'TANGLEWILDE.  IT IS NEAR THE NORTHWEST CORNER OF THE WESTHEIMER
 AW6933'BAPTIST CHURCH PROPERTY.  THE CHURCH IS LOCATED AT 9530 WESTHEIMER
 AW6933'ROAD.
 AW6933'
 AW6933'THE STATION MARK IS A STANDARD DISK STAMPED BAPTIST 1968, SET IN THE
 AW6933'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6933'THE GROUND SURFACE.  IT IS 78 FEET EAST OF THE CENTER OF
 AW6933'TANGLEWILDE STREET, 32.6 FEET EAST-NORTHEAST OF THE NORTHWEST
 AW6933'CORNER OF THE PAVED CHURCH PARKING LOT, 24 FEET SOUTH OF AN
 AW6933'EAST-WEST FENCE ALONG THE NORTH EDGE OF THE CHURCH PROPERTY AND
 AW6933'15.5 FEET NORTH OF THE NORTH EDGE OF THE PAVED PARKING LOT.
 AW6933'
 AW6933'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BAPTIST NO 1 1968, SET
 AW6933'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6933'WITH THE GROUND SURFACE.  IT IS 46.3 FEET WEST OF THE NORTHEAST
 AW6933'CORNER OF THE PAVED PARKING LOT, 34 FEET SOUTH OF THE EAST-WEST
 AW6933'FENCE ALONG THE NORTH EDGE OF THE CHURCH PROPERTY AND 3.0 FEET NORTH
 AW6933'OF THE NORTH EDGE OF THE PAVED PARKING LOT.
 AW6933'
 AW6933'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAPTIST NO 2 1968, SET
 AW6933'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6933'WITH THE GROUND SURFACE.  IT IS 67.0 FEET SOUTH OF THE NORTHWEST
 AW6933'CORNER OF THE PAVED PARKING LOT, 45 FEET EAST OF THE CENTER OF
 AW6933'TANGLEWILDE STREET AND 3 FEET WEST OF THE WEST EDGE OF THE PAVED
 AW6933'PARKING LOT.
 AW6933'
 AW6933'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON TANGLEWILDE
 AW6933'STREET FOR 0.1 MILE TO A CROSSROAD (WESTHEIMER ROAD).  CONTINUE
 AW6933'SOUTH ON TANGLEWILDE STREET FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT
 AW6933'AND GO EAST ON VALVERDE STREET FOR 0.15 MILE TO THE AZIMUTH MARK
 AW6933'ON THE LEFT, NORTH, SIDE OF VALVERDE STREET.
 AW6933'
 AW6933'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAPTIST 1968, SET IN
 AW6933'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6933'WITH THE GROUND SURFACE.  IT IS 88.6 FEET WEST OF THE CENTER OF
 AW6933'ROCKYRIDGE STREET 16.1 FEET NORTH OF THE CENTER OF VALVERDE STREET
 AW6933'AND 2.7 FEET NORTH OF THE NORTH CURB ALONG VALVERDE STREET.
 AW6933'
 AW6933'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 AW6933
 AW6933                          STATION RECOVERY (1993)
 AW6933
 AW6933'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0893 ***********************************************************************
 FM0893  DESIGNATION -  BAPTIST
 FM0893  PID         -  FM0893
 FM0893  STATE/COUNTY-  TX/DEAF SMITH
 FM0893  USGS QUAD   -  WILDORADO SW (1984)
 FM0893
 FM0893                         *CURRENT SURVEY CONTROL
 FM0893  ___________________________________________________________________
 FM0893* NAD 83(1993)-  35 07 05.53177(N)    102 12 11.43538(W)     ADJUSTED  
 FM0893* NAVD 88     -      1176.     (meters)    3858.     (feet)  VERTCON   
 FM0893  ___________________________________________________________________
 FM0893  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 FM0893  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 FM0893
 FM0893  HORZ ORDER  -  SECOND
 FM0893
 FM0893.The horizontal coordinates were established by classical geodetic methods
 FM0893.and adjusted by the National Geodetic Survey in February 1996..
 FM0893
 FM0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0893
 FM0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0893
 FM0893.The geoid height was determined by GEOID03.
 FM0893
 FM0893;                    North         East     Units Scale Factor Converg.
 FM0893;SPC TX N     - 1,124,277.767   135,906.134   MT  0.99992448   -0 24 27.1
 FM0893;SPC TX N     - 3,688,567.97    445,885.37   sFT  0.99992448   -0 24 27.1
 FM0893;UTM  13      - 3,889,731.813   754,881.724   MT  1.00040072   +1 36 35.2
 FM0893
 FM0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0893!SPC TX N     -   0.99981951  x   0.99992448  =   0.99974401
 FM0893!UTM  13      -   0.99981951  x   1.00040072  =   1.00022016
 FM0893
 FM0893:                Primary Azimuth Mark                     Grid Az
 FM0893:SPC TX N     -  R 541                                    001 17 45.7
 FM0893:UTM  13      -  R 541                                    359 16 43.4
 FM0893
 FM0893|---------------------------------------------------------------------|
 FM0893| PID    Reference Object                     Distance      Geod. Az  |
 FM0893|                                                           dddmmss.s |
 FM0893| FM0350 R 541                                              0005318.6 |
 FM0893| FM0891 BUSHLAND NEELY GRAIN CO ELEV        APPROX.14.7 KM 0555854.5 |
 FM0893| FM0890 BUSHLAND COOP GRAIN ELEVATOR        APPROX.15.0 KM 0564535.2 |
 FM0893| CJ6565 BAPTIST RM 1                         22.640 METERS 18022     |
 FM0893| CJ6566 BAPTIST RM 2                         23.923 METERS 27010     |
 FM0893|---------------------------------------------------------------------|
 FM0893
 FM0893                          SUPERSEDED SURVEY CONTROL
 FM0893
 FM0893  NAD 83(1986)-  35 07 05.53909(N)    102 12 11.42679(W) AD(       ) 2
 FM0893  NAD 27      -  35 07 05.34100(N)    102 12 09.70700(W) AD(       ) 2
 FM0893  NGVD 29 (07/19/86) 1175.     (m)         3855.     (f) VERT ANG       
 FM0893
 FM0893.Superseded values are not recommended for survey control.
 FM0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0893.See file dsdata.txt to determine how the superseded data were derived.
 FM0893
 FM0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU5488289732(NAD 83)
 FM0893_MARKER: DS = TRIANGULATION STATION DISK
 FM0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0893
 FM0893  HISTORY     - Date     Condition        Report By
 FM0893  HISTORY     - 1953     MONUMENTED       CGS
 FM0893  HISTORY     - 1956     GOOD             CGS
 FM0893  HISTORY     - 1958     GOOD             CGS
 FM0893  HISTORY     - 1961     POOR             USGS
 FM0893
 FM0893                          STATION DESCRIPTION
 FM0893
 FM0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0893'STATION IS LOCATED, AIRLINE, ABOUT 6.5 MILES SOUTH OF WILDORADO,
 FM0893'2 MILES WEST OF THE DEAF SMITH-RANDALL COUNTY LINE, AND IN
 FM0893'THE NORTHWEST CORNER OF THE PALO DURO BAPTIST CHURCH YARD.
 FM0893'IT IS ON THE EAST RIGHT-OF-WAY LINE OF FARM ROAD 809.
 FM0893'
 FM0893'STATION IS REACHED AS FOLLOWS.  FROM THE JUNCTION OF U.S.
 FM0893'HIGHWAY 66 AND FARM ROAD 809 IN WILDORADO, GO SOUTH ON FARM
 FM0893'ROAD 809 FOR 6.0 MILES TO THE USC AND GS BM R 541 WHICH IS
 FM0893'USED FOR THE AZIMUTH MARK.  CONTINUE SOUTH FOR 0.4 MILE TO
 FM0893'THE PALO DURO BAPTIST CHURCH AND THE STATION IN THE NORTHWEST
 FM0893'CORNER OF THE YARD.
 FM0893'
 FM0893'STATION MARK, STAMPED BAPTIST 1953, IS A STANDARD DISK SET
 FM0893'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FM0893'4 INCHES.  IT IS 40.7 FEET EAST OF THE CENTERLINE OF THE
 FM0893'ROAD, 300 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH
 FM0893'AND 6.4 FEET SOUTH OF THE FENCE CORNER.
 FM0893'
 FM0893'REFERENCE MARK NUMBER 1, STAMPED BAPTIST NO 1 1953, IS A
 FM0893'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST,
 FM0893'PROJECTING 6 INCHES AND AT THE SAME ELEVATION AS THE STATION.
 FM0893'IT IS 40.5 FEET EAST OF THE CENTERLINE OF THE ROAD AND 130 FEET
 FM0893'NORTH OF THE CENTERLINE OF THE CHURCH DRIVEWAY.
 FM0893'
 FM0893'REFERENCE MARK NUMBER 2, STAMPED BAPTIST NO 2 1953, IS A
 FM0893'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FM0893'POST, PROJECTING 4 INCHES AND AT THE SAME ELEVATION AS THE
 FM0893'STATION.  IT IS 37.8 FEET WEST OF THE CENTERLINE OF THE
 FM0893'ROAD AND 12 INCHES EAST OF THE FENCE LINE.
 FM0893'
 FM0893'BM R541, USED AS THE AZIMUTH MARK, IS A STANDARD USC AND GS
 FM0893'BENCH MARK DISK, STAMPED R541 1935, SET IN THE TOP OF A 6
 FM0893'INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 FM0893'68.8 FEET EAST SOUTHEAST OF THE INTERSECTION OF THE DIRT ROAD
 FM0893'AND FARM ROAD 809, 15.5 FEET SOUTH OF THE CENTERLINE OF THE
 FM0893'DIRT ROAD, 21.0 FEET EAST OF THE FENCE CORNER AND 75.0 FEET
 FM0893'SOUTHWEST OF AN IRRIGATION PUMP.
 FM0893
 FM0893                          STATION RECOVERY (1956)
 FM0893
 FM0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 FM0893'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FM0893'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 FM0893'TO STATION SITE ARE CORRECT.
 FM0893
 FM0893                          STATION RECOVERY (1958)
 FM0893
 FM0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 FM0893'THE STATION WAS RECOVERED, THE ORIGINAL TO REACH WAS ADEQUATE.
 FM0893'
 FM0893'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH
 FM0893'MARK WERE FOUND IN GOOD CONDITION.  THE STATION MARK HAD
 FM0893'BEEN HIT BY ROAD EQUIPMENT AND DISK HAS BEEN TORN OUT.
 FM0893
 FM0893                          STATION RECOVERY (1961)
 FM0893
 FM0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FM0893'ROAD MACHINERY HAS BROKEN OFF PART OF THE CONCRETE POST AND
 FM0893'THE DISK.  THE STEM OF THE DISK STILL REMAINS.  REFERENCE
 FM0893'MARK 1 HAS ALSO BEEN DISTURBED.  PART OF THE CONCRETE POST
 FM0893'OF REFERENCE MARK 1 HAS BEEN BROKEN OFF AND ONE SIDE OF THE
 FM0893'DISK HAS BEEN BENT OVER.  REFERENCE MARK 2 HAS NOT BEEN
 FM0893'DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0961 ***********************************************************************
 CB0961  DESIGNATION -  BAR S
 CB0961  PID         -  CB0961
 CB0961  STATE/COUNTY-  TX/REAGAN
 CB0961  USGS QUAD   -  SOUTH MUSTANG DRAW SE (1970)
 CB0961
 CB0961                         *CURRENT SURVEY CONTROL
 CB0961  ___________________________________________________________________
 CB0961* NAD 83(1993)-  31 15 50.37012(N)    101 18 09.36344(W)     ADJUSTED  
 CB0961* NAVD 88     -       829.     (meters)    2720.     (feet)  SCALED    
 CB0961  ___________________________________________________________________
 CB0961  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CB0961  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0961
 CB0961  HORZ ORDER  -  THIRD
 CB0961
 CB0961.The horizontal coordinates were established by classical geodetic methods
 CB0961.and adjusted by the National Geodetic Survey in February 1996..
 CB0961
 CB0961.The orthometric height was scaled from a topographic map.
 CB0961
 CB0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0961
 CB0961.The geoid height was determined by GEOID03.
 CB0961
 CB0961;                    North         East     Units Scale Factor Converg.
 CB0961;SPC TX C     - 3,177,474.580   607,697.925   MT  0.99989220   -0 29 57.2
 CB0961;SPC TX C     -10,424,764.52  1,993,755.61   sFT  0.99989220   -0 29 57.2
 CB0961;UTM  14      - 3,461,146.533   280,760.230   MT  1.00019291   -1 11 43.7
 CB0961
 CB0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0961!SPC TX C     -   0.99987357  x   0.99989220  =   0.99976579
 CB0961!UTM  14      -   0.99987357  x   1.00019291  =   1.00006646
 CB0961
 CB0961:                Primary Azimuth Mark                     Grid Az
 CB0961:SPC TX C     -  SAWYER                                   013 32 08.6
 CB0961:UTM  14      -  SAWYER                                   014 13 55.1
 CB0961
 CB0961|---------------------------------------------------------------------|
 CB0961| PID    Reference Object                     Distance      Geod. Az  |
 CB0961|                                                           dddmmss.s |
 CB0961| CB0960 SAWYER                              APPROX.13.9 KM 0130211.4 |
 CB0961|---------------------------------------------------------------------|
 CB0961
 CB0961                          SUPERSEDED SURVEY CONTROL
 CB0961
 CB0961  NAD 83(1986)-  31 15 50.37921(N)    101 18 09.34794(W) AD(       ) 3
 CB0961  NAD 27      -  31 15 49.82547(N)    101 18 07.92935(W) AD(       ) 3
 CB0961
 CB0961.Superseded values are not recommended for survey control.
 CB0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0961.See file dsdata.txt to determine how the superseded data were derived.
 CB0961
 CB0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV8076061147(NAD 83)
 CB0961
 CB0961  HISTORY     - Date     Condition        Report By
 CB0961  HISTORY     - UNK      MONUMENTED
 CB0961  HISTORY     - 1971     GOOD             USGS
 CB0961
 CB0961                          STATION DESCRIPTION
 CB0961
 CB0961'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0961'LOCATED 13.0 MI. NW. OF BARNHART, 3.5 MI. SW. OF BAR S HEADQUARTERS
 CB0961'RANCH HOUSE, AND 1.75 MI. N. OF RD. FROM BAR S RANCH TO BIG LAKE.
 CB0961'ON NORTHERN EDGE OF MESA OVERLOOKING CINCHO VALLEY.
 CB0961'
 CB0961'RECOVERED IN GOOD CONDITION.
 CB0961'
 CB0961'STATION MARK--ALUMINUM TABLET, IN TOP OF STONE SET IN PLACE.
 CB0961'
 CB0961'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0737 ***********************************************************************
 AW0737  DESIGNATION -  BARBER
 AW0737  PID         -  AW0737
 AW0737  STATE/COUNTY-  TX/CHAMBERS
 AW0737  USGS QUAD   -  MONT BELVIEU (1994)
 AW0737
 AW0737                         *CURRENT SURVEY CONTROL
 AW0737  ___________________________________________________________________
 AW0737* NAD 83(1993)-  29 49 59.95779(N)    094 53 02.75706(W)     ADJUSTED  
 AW0737* NAVD 88     -        12.01   (+/-2cm)      39.4    (feet)  VERTCON   
 AW0737  ___________________________________________________________________
 AW0737  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW0737  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0737
 AW0737  HORZ ORDER  -  FIRST
 AW0737  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0737
 AW0737.The horizontal coordinates were established by classical geodetic methods
 AW0737.and adjusted by the National Geodetic Survey in February 1996..
 AW0737
 AW0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0737.The vertical order pertains to the NGVD 29 superseded value.
 AW0737
 AW0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0737
 AW0737.The geoid height was determined by GEOID03.
 AW0737
 AW0737;                    North         East     Units Scale Factor Converg.
 AW0737;SPC TXSC     - 4,228,652.491   997,668.424   MT  0.99990096   +2 00 59.2
 AW0737;SPC TXSC     -13,873,504.05  3,273,183.82   sFT  0.99990096   +2 00 59.2
 AW0737;SPC TX C     - 3,031,373.384 1,226,488.301   MT  1.00008769   +2 48 24.0
 AW0737;SPC TX C     - 9,945,430.84  4,023,903.70   sFT  1.00008769   +2 48 24.0
 AW0737;UTM  15      - 3,301,805.574   317,963.402   MT  1.00000886   -0 56 15.2
 AW0737
 AW0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0737!SPC TXSC     -   1.00000241  x   0.99990096  =   0.99990337
 AW0737!SPC TX C     -   1.00000241  x   1.00008769  =   1.00009010
 AW0737!UTM  15      -   1.00000241  x   1.00000886  =   1.00001127
 AW0737
 AW0737|---------------------------------------------------------------------|
 AW0737| PID    Reference Object                     Distance      Geod. Az  |
 AW0737|                                                           dddmmss.s |
 AW0737| AW0778 BARBER RM 1                          44.467 METERS 07522     |
 AW0737| AW0736 BARBER RM 3                          39.706 METERS 21122     |
 AW0737| AW6169 GOOSE CREEK MUNICIPAL TANK          APPROX.13.9 KM 2154819.5 |
 AW0737| AW6224 HIGHLANDS MUNICIPAL TANK            APPROX.16.9 KM 2631643.8 |
 AW0737| AW6219 CROSBY MUNICIPAL TANK               APPROX.19.6 KM 2952720.2 |
 AW0737| AW0735 BARBER RM 2                                        3031950.8 |
 AW0737| AW6212 MONT BELVIEU MUNICIPAL TANK         APPROX. 2.2 KM 3365607.8 |
 AW0737|---------------------------------------------------------------------|
 AW0737
 AW0737                          SUPERSEDED SURVEY CONTROL
 AW0737
 AW0737  NAD 83(1986)-  29 49 59.97441(N)    094 53 02.73892(W) AD(       ) 1
 AW0737  NAD 27      -  29 49 59.17752(N)    094 53 02.01507(W) AD(       ) 1
 AW0737  NGVD 29 (??/??/92)   12.013  (m)           39.41   (f) ADJ UNCH    1 2
 AW0737
 AW0737.Superseded values are not recommended for survey control.
 AW0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0737.See file dsdata.txt to determine how the superseded data were derived.
 AW0737
 AW0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1796301806(NAD 83)
 AW0737_MARKER: DS = TRIANGULATION STATION DISK
 AW0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0737_STAMPING: BARBER 1931
 AW0737_MARK LOGO: CGS   
 AW0737_PROJECTION: FLUSH
 AW0737_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0737+STABILITY: SURFACE MOTION
 AW0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0737+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 AW0737
 AW0737  HISTORY     - Date     Condition        Report By
 AW0737  HISTORY     - 1931     MONUMENTED       CGS
 AW0737  HISTORY     - 1942     GOOD             CGS
 AW0737  HISTORY     - 1952     GOOD             CGS
 AW0737  HISTORY     - 1954     GOOD             CGS
 AW0737  HISTORY     - 1955     GOOD             CGS
 AW0737  HISTORY     - 1964     GOOD             CGS
 AW0737  HISTORY     - 1964     GOOD             NGS
 AW0737  HISTORY     - 1978     GOOD             NGS
 AW0737  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0737  HISTORY     - 19950606 GOOD             MPHI
 AW0737  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW0737  HISTORY     - 19971117 GOOD             TXDOT
 AW0737  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW0737  HISTORY     - 20060412 GOOD             MPHI
 AW0737
 AW0737                          STATION DESCRIPTION
 AW0737
 AW0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW0737'ABOUT 15 MILES S OF LIBERTY, 1 MILE S OF BARBERS HILL OR
 AW0737'MONT BELVIEU, IS S EDGE OF OIL FIELD ON LAND SAID TO BELONG
 AW0737'TO CHAMBERS COUNTY ARICULTURAL ASSOCIATION.  STATION IS ON
 AW0737'SMALL HUMMOCK, 95 FEET N OF EDGE OF SALT-WATER DITCH, AND
 AW0737'578.6 FEET NE OF OUTLET VALVE ON NE TANK OF GROUP OF FOUR
 AW0737'STORAGE TANKS BELONGING TO SUN PIPE LINE COMPANY.
 AW0737'
 AW0737'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW0737'DISKS SET IN CONCRETE.
 AW0737'
 AW0737'REFERENCE MARK NO. 1 IS ON A SMALL HUMMOCK, 53 FEET N OF
 AW0737'EDGE OF SALT-WATER DITCH, AND 145.95 FEET FROM STATION
 AW0737'N 75 DEG 22 MIN E.
 AW0737'
 AW0737'REFERENCE MARK NO. 2 IS 66 YARDS SW OF INTERSECTION OF ROAD
 AW0737'LEADING TO SUN OIL CO.S PLANT, 28 FEET N OF CENTER LINE OF
 AW0737'ROAD RUNNING NE AND SW AND APPROXIMATELY 1/4 MILE FROM STATION,
 AW0737'N 56 DEG 40 MIN W.
 AW0737'
 AW0737'REACHED FROM U.S. HIGHWAY 90 AT DAYTON BY FOLLOWING DIRT
 AW0737'ROAD S 13 MILES TO BARBERS HILL.  OR FROM U.S. HIGHWAY 90,
 AW0737'1 MILE S OF CROSBY, BY GRAVEL AND SHELL ROAD TO BARBERS HILL.
 AW0737'AT VILLAGE OF BARBERS HILL OR MONT BELVIEU FOLLOW MAIN STREET
 AW0737'1.2 MILES S TO SHELL AND DIRT ROAD LEADING E JUST S OF SMALL
 AW0737'WHITE HOUSE WITH WHITE RAIL FENCE ON E SIDE OF ROAD.  FOLLOW
 AW0737'THIS ROAD 0.4 MILE E TO A DIRT ROAD LEADING S TO SUN OIL CO.S
 AW0737'STEAM PLANT.  DRIVE TO END OF THIS ROAD IN FRONT OF STEAM
 AW0737'PLANT, TURN RIGHT AROUND PLANT.  AND ACROSS OPEN GROUND TO
 AW0737'STATION.
 AW0737
 AW0737                          STATION RECOVERY (1942)
 AW0737
 AW0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW0737'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW0737'CONDITION.
 AW0737'
 AW0737'STATION IS LOCATED ABOUT 15 MILES S OF LIBERTY, ABOUT 500 FEET
 AW0737'SE FROM SUN OIL COMPANY STEAM PLANT, ON THE PROPERTY OF
 AW0737'CHAMBERS COUNTY AGRICULTURAL ASSN. ON A SMALL KNOLL, 95 FEET
 AW0737'N OF A SMALL DITCH, ABOUT 578 FEET NE OF AN OUTLET VALVE ON THE
 AW0737'NE TANK OF GROUP OF FOUR OIL STORAGE TANKS AND 2 FEET W OF A
 AW0737'4- BY 4-INCH WOODEN MARKER POST.  IT IS STAMPED BARBER 1931.
 AW0737'THE MONUMENT PROJECTS ABOUT 0.6 FOOT.
 AW0737'
 AW0737'REFERENCE MARK NO. 1 IS 416 FEET EASTERLY FROM THE STATION,
 AW0737'ON A SMALL KNOLL AND 51 FEET N OF SALT WATER DITCH.  IT IS
 AW0737'STAMPED BARBER NO. 1 1931.  THE MONUMENT PROJECTS 0.6 FOOT.
 AW0737'
 AW0737'REFERENCE MARK NO. 2 IS ABOUT 0.25 MILE NORTHWESTERLY FROM
 AW0737'THE STATION, 198 FEET SW OF INTERSECTION OF ROAD LEADING
 AW0737'S TO SUN OIL COMPANY STEAM PLANT WITH DIRT ROAD, 29.5 FEET N
 AW0737'OF THE CENTER LINE OF THE DIRT ROAD, 2 FEET W OF A 4- BY
 AW0737'4-INCH WOODEN MARKER POST.  IT IS STAMPED BARBER NO. 2 1931.
 AW0737'MONUMENT PROJECTS 0.2 FOOT.
 AW0737'
 AW0737'TO REACH FROM THE METHODIST CHURCH AT MONT BELVIEU--PROCEED
 AW0737'1.3 MILES SOUTHERLY ALONG HIGHWAY 146 TO INTERSECTION OF
 AW0737'ROAD LEADING E.  THENCE, GO 0.4 MILE EASTERLY ALONG ROAD
 AW0737'TO INTERSECTION OF DIRT ROAD.  THENCE, GO 0.2 MILE SOUTHERLY
 AW0737'ALONG ROAD TO SUN OIL COMPANY STEAM PLANT AND THENCE
 AW0737'SOUTHEASTERLY ACROSS OPEN PLOT TO THE SITE OF THE STATION.
 AW0737
 AW0737                          STATION RECOVERY (1952)
 AW0737
 AW0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW0737'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 AW0737'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 AW0737'REFERENCE MARK NO. 3 WAS ESTABLISHED.
 AW0737'
 AW0737'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW0737'
 AW0737'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF MONT BELVIEU
 AW0737'NEAR THE SOUTH EDGE OF A PASTURE, 91 FEET NORTH OF THE NORTH
 AW0737'EDGE OF AN IRRIGATION CANAL AND 2 FEET WEST OF A WITNESS
 AW0737'POST.  IT IS STAMPED BARBER 1931 AND PROJECTS 10 INCHES.
 AW0737'
 AW0737'REFERENCE MARK NO. 1 IS NEAR THE SOUTH EDGE OF PASTURE, 35
 AW0737'FEET NORTH OF THE NORTH EDGE OF AN IRRIGATION CANAL.  IT IS
 AW0737'STAMPED BARBER NO 1 1931 AND PROJECTS 2 INCHES.
 AW0737'
 AW0737'REFERENCE MARK NO. 3 IS NEAR THE SOUTH EDGE OF PASTURE, 30
 AW0737'FEET NORTH OF THE NORTH EDGE OF AN IRRIGATION CANAL.  IT IS
 AW0737'STAMPED BARBER NO 3 1931 AND PROJECTS 3 INCHES.
 AW0737'
 AW0737'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 256.13 FEET.
 AW0737'
 AW0737'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ON THE ROAD RIGHT-OF-WAY,
 AW0737'30 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD AND 3 FEET
 AW0737'WEST OF A WITNESS POST.  IT IS STAMPED BARBER NO 2 1931 AND
 AW0737'PROJECTS 2 INCHES.
 AW0737'
 AW0737'TO REACH THE STATION FROM THE POST OFFICE IN MONT BELVIEU,
 AW0737'GO WEST FOR 0.2 MILE TO STATE HIGHWAY 146, TURN LEFT AND GO
 AW0737'SOUTHWEST ON STATE HIGHWAY 146 FOR 1.1 MILES TO A T ROAD
 AW0737'LEFT, TURN LEFT AND GO EAST ON HARD SURFACED ROAD FOR 0.4
 AW0737'MILE TO R.M. NO. 2 (AZIMUTH MARK) ON LEFT AS DESCRIBED.  CONTINUE
 AW0737'EAST FOR 0.05 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH ON
 AW0737'GRAVELED ROAD FOR 0.25 MILE TO AN IRRIGATION CANAL AND END
 AW0737'OF ROAD, TURN LEFT AND GO EAST ALONG NORTH SIDE OF IRRIGATION
 AW0737'CANAL FOR 0.1 MILE TO STATION AS DESCRIBED.
 AW0737
 AW0737                          STATION RECOVERY (1954)
 AW0737
 AW0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW0737'1.2 MILES SOUTH ALONG THE BUSINESS ROUTE OF STATE HIGHWAY 146
 AW0737'FROM THE METHODIST CHURCH AT MONT BELVIEU, THENCE 0.15 MILE
 AW0737'SOUTH ALONG STATE HIGHWAY 146, THENCE 0.45 MILE EAST ALONG AN
 AW0737'OILED ROAD, THENCE 0.25 MILE SOUTHEAST ALONG A SHELL ROAD, THENCE
 AW0737'0.1 MILE NORTHEAST ACROSS COUNTRY, 0.1 MILE NORTHEAST OF 2
 AW0737'OIL TANKS, 92 FEET NORTHWEST OF THE NORTHWEST EDGE OF A CANAL,
 AW0737'2 FEET WEST OF WITNESS POST, A TRIANGULATION STATION DISK
 AW0737'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT
 AW0737'ABOVE THE GROUND, STAMPED BARBER 1931.
 AW0737'
 AW0737'BARBER R.M. 1 IS 146.0 FEET NORTHEAST OF TRIANGULATION STATION
 AW0737'BARBER 1931, 46 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 AW0737'CANAL, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AW0737'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED BARBER
 AW0737'NO 1 1931.
 AW0737'
 AW0737'BARBER R.M. 2 IS 0.4 MILE NORTHWEST OF TRIANGULATION STATION
 AW0737'BARBER 1931, 198 FEET SOUTHWEST OF THE EXTENDED CENTER LINE
 AW0737'OF A SHELL ROAD LEADING SOUTH, 32 FEET NORTHWEST OF THE
 AW0737'CENTER LINE OF AN OILED ROAD, 53 FEET SOUTHWEST OF A TELEPHONE
 AW0737'POLE, 5.2 FEET SOUTHEAST OF A FENCE, 1.7 FEET SOUTHWEST OF A
 AW0737'WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP OF A
 AW0737'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED
 AW0737'BARBER NO 2 1931.
 AW0737'
 AW0737'BARBER R.M. 3 IS 130.3 FEET SOUTHWEST OF TRIANGULATION STATION
 AW0737'BARBER 1931, 39 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 AW0737'CANAL, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AW0737'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED BARBER
 AW0737'NO 3 1931.
 AW0737
 AW0737                          STATION RECOVERY (1955)
 AW0737
 AW0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GEH)
 AW0737'RECOVERED STATION AND REFERENCES IN EXCELLENT CONDITION.
 AW0737
 AW0737                          STATION RECOVERY (1964)
 AW0737
 AW0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0737'ABOUT 1.2 MILES SOUTH ALONG LOOP 207 FROM THE METHODIST CHURCH
 AW0737'AT MONT BELVIEU, THENCE 0.15 MILE SOUTH ALONG STATE HIGHWAY
 AW0737'146, THENCE 0.45 MILE EAST ALONG A SHELL ROAD, THENCE 0.3
 AW0737'MILE SOUTH ALONG A SHELL ROAD TO A LARGE STORAGE TANK NUMBERED
 AW0737'1408 AND A SMALL RADIO TOWER, THENCE 0.1 MILE NORTHEAST CROSS
 AW0737'COUNTRY, 146 FEET SOUTHWEST OF R.M. 1, 130-1/2 FEET NORTHEAST
 AW0737'OF R.M. 3, 92 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 AW0737'CANAL, 2.0 FEET WEST OF A METAL WITNESS POST, AND SET IN THE
 AW0737'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 AW0737'
 AW0737'R.M. 1 IS 146 FEET NORTHEAST OF THE STATION MARK, 46 FEET
 AW0737'NORTHWEST OF THE NORTHWEST EDGE OF A CANAL, AND SET IN THE TOP
 AW0737'OF A CONCRETE POST PROJECTING 2 INCHES.
 AW0737'
 AW0737'R.M. 2 IS ABOUT 1.2 MILES SOUTH ALONG LOOP 207 FROM THE
 AW0737'METHODIST CHURCH AT MONT BELVIEU, THENCE 0.15 MILE SOUTH
 AW0737'ALONG STATE HIGHWAY 146, THENCE 0.4 MILE EAST ALONG A SHELL
 AW0737'ROAD, 32 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 198
 AW0737'FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A SHELL ROAD
 AW0737'LEADING SOUTH, 53 FEET SOUTHWEST OF A TELEPHONE POLE, 5-1/2
 AW0737'FEET SOUTHEAST OF A FENCE, 1.7 FEET NORTHEAST OF A METAL
 AW0737'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 AW0737'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW0737'
 AW0737'R.M. 3 IS 164 FEET NORTHEAST OF A FENCE AROUND STORAGE TANK
 AW0737'NUMBER 1408, 130-1/2 FEET SOUTHWEST OF THE STATION MARK, ABOUT
 AW0737'39 FEET NORTHWEST OF THE NORTHWEST EDGE OF A CANAL, AND SET
 AW0737'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW0737
 AW0737                          STATION RECOVERY (1964)
 AW0737
 AW0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0737'2.2 MI SE FROM MONT BELVIEU.
 AW0737'ABOUT 1.2 MILES SOUTH ALONG LOOP 207 FROM THE METHODIST CHURCH AT MONT
 AW0737'BELVIEU, THENCE 0.15 MILE SOUTH ALONG STATE HIGHWAY 146, THENCE 0.45
 AW0737'MILE EAST ALONG A SHELL ROAD, THENCE 0.3 MILE SOUTH ALONG A SHELL ROAD
 AW0737'TO A LARGE STORAGE TANK NUMBERED 1408 AND A SMALL RADIO TOWER, THENCE
 AW0737'0.1 MILE NORTHEAST CROSS COUNTRY, 146 FEET SOUTHWEST OF R.M. 1, 130
 AW0737'1/2 FEET NORTHEAST OF R.M. 3, 92 FEET NORTHWEST OF THE NORTHWEST EDGE
 AW0737'OF A CANAL, 2.0 FEET WEST OF A METAL WINTESS POST, AND SET IN THE TOP
 AW0737'OF A CONCRETE POST PROJECTING 7 INCHES.
 AW0737
 AW0737                          STATION RECOVERY (1978)
 AW0737
 AW0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0737'RECOVERED IN GOOD CONDITION.
 AW0737
 AW0737                          STATION RECOVERY (1990)
 AW0737
 AW0737'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0737'MARK NOT FOUND.
 AW0737
 AW0737                          STATION RECOVERY (1995)
 AW0737
 AW0737'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 1995 (MPH)
 AW0737'RECOVERED AS DESCRIBED.
 AW0737
 AW0737                          STATION RECOVERY (1997)
 AW0737
 AW0737'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0737'MARK NOT FOUND.
 AW0737
 AW0737                          STATION RECOVERY (1997)
 AW0737
 AW0737'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 AW0737'GOOD. N 50 DEGREE E MAG FROM TANK 1408 1/9 NE OF CHAINLINK FENCE
 AW0737'TOPPED W BOB WAR AND NE OF 24 INCH PIPELINE ON PIERS, ABOUT 5 FT (1.5
 AW0737'M) ABOVE GROUND.  TANK 1408 BELONGS TO SUN PIPELINE CO.  RADIO MAST
 AW0737'STILL EXISTS - AFTER 0.45 M (1.48 FT) E, TACK TO OIK CO FOLKS ON N
 AW0737'SIDE OF SUN OIL RD.
 AW0737
 AW0737                          STATION RECOVERY (2001)
 AW0737
 AW0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0737'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0737
 AW0737                          STATION RECOVERY (2006)
 AW0737
 AW0737'RECOVERY NOTE BY MORRIS P HEBERT INCORPORATED 2006 (CSD)
 AW0737'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1396 ***********************************************************************
 GL1396  DESIGNATION -  BARBER
 GL1396  PID         -  GL1396
 GL1396  STATE/COUNTY-  TX/HARTLEY
 GL1396  USGS QUAD   -  CANYON SCHOOL (1973)
 GL1396
 GL1396                         *CURRENT SURVEY CONTROL
 GL1396  ___________________________________________________________________
 GL1396* NAD 83(1993)-  36 02 11.62926(N)    102 40 05.48970(W)     ADJUSTED  
 GL1396* NAVD 88     -      1252.     (meters)    4108.     (feet)  VERTCON   
 GL1396  ___________________________________________________________________
 GL1396  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 GL1396  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 GL1396
 GL1396  HORZ ORDER  -  THIRD
 GL1396
 GL1396.The horizontal coordinates were established by classical geodetic methods
 GL1396.and adjusted by the National Geodetic Survey in February 1996..
 GL1396
 GL1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1396
 GL1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1396
 GL1396.The geoid height was determined by GEOID03.
 GL1396
 GL1396;                    North         East     Units Scale Factor Converg.
 GL1396;SPC TX N     - 1,226,557.386    94,725.888   MT  0.99996906   -0 40 37.2
 GL1396;SPC TX N     - 4,024,130.36    310,779.85   sFT  0.99996906   -0 40 37.2
 GL1396;UTM  13      - 3,990,519.660   710,081.300   MT  1.00014384   +1 22 20.3
 GL1396
 GL1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1396!SPC TX N     -   0.99980744  x   0.99996906  =   0.99977650
 GL1396!UTM  13      -   0.99980744  x   1.00014384  =   0.99995125
 GL1396
 GL1396:                Primary Azimuth Mark                     Grid Az
 GL1396:SPC TX N     -  BARBER AZ MK                             091 30 34.2
 GL1396:UTM  13      -  BARBER AZ MK                             089 27 36.7
 GL1396
 GL1396|---------------------------------------------------------------------|
 GL1396| PID    Reference Object                     Distance      Geod. Az  |
 GL1396|                                                           dddmmss.s |
 GL1396| CM8339 BARBER AZ MK                                       0904957.0 |
 GL1396| GL1386 DALHART MUNICIPAL APT SPIPE         APPROX.10.2 KM 0933107.2 |
 GL1396| CM8340 BARBER RM 1                          19.751 METERS 17904     |
 GL1396| GL1397 DALHART ARMY FIELD AUX 1 SPIPE      APPROX. 2.4 KM 2004527.2 |
 GL1396| CM8341 BARBER RM 2                          14.060 METERS 26513     |
 GL1396|---------------------------------------------------------------------|
 GL1396
 GL1396                          SUPERSEDED SURVEY CONTROL
 GL1396
 GL1396  NAD 83(1993)-  36 02 11.62959(N)    102 40 05.49035(W) AD(       ) 3
 GL1396  NAD 83(1993)-  36 02 11.63722(N)    102 40 05.48103(W) AD(       ) 3
 GL1396  NAD 83(1986)-  36 02 11.63865(N)    102 40 05.48092(W) AD(       ) 3
 GL1396  NAD 27      -  36 02 11.51900(N)    102 40 03.76000(W) AD(       ) 3
 GL1396  NGVD 29 (07/19/86) 1251.     (m)         4104.     (f) VERT ANG       
 GL1396
 GL1396.Superseded values are not recommended for survey control.
 GL1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1396.See file dsdata.txt to determine how the superseded data were derived.
 GL1396
 GL1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV1008190520(NAD 83)
 GL1396_MARKER: DS = TRIANGULATION STATION DISK
 GL1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1396_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1396
 GL1396  HISTORY     - Date     Condition        Report By
 GL1396  HISTORY     - 1953     MONUMENTED       CGS
 GL1396  HISTORY     - 1961     GOOD             CGS
 GL1396  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL1396
 GL1396                          STATION DESCRIPTION
 GL1396
 GL1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1396'STATION IS LOCATED, AIRLINE, ABOUT 8-1/2 MILES WEST SOUTHWEST
 GL1396'OF DALHART, 1-1/4 MILES SOUTH OF THE DALLAM-HARTLEY COUNTY
 GL1396'LINE AND ON THE NORTH SIDE OF A GRADED DIRT ROAD WHERE IT
 GL1396'GOES OVER A NORTH-SOUTH RIDGE.
 GL1396'
 GL1396'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 GL1396'DALHART, GO SOUTH ON DENVER AVENUE FOR 0.25 MILE.  TURN
 GL1396'RIGHT ON U.S. HIGHWAY 54 AND GO 2.5 MILES TO A SIDE ROAD N
 GL1396'THE RIGHT JUST AFTER PASSING THE COUNTRY CLUB.  TURN RIGHT,
 GL1396'WEST, AND GO 5.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 GL1396'WEST FOR 0.6 MILE TO THE STATION ON THE RIGHT AT A WIRE GATE.
 GL1396'
 GL1396'STATION MARK, STAMPED BARBER 1953, IS A STANDARD DISK SET
 GL1396'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETE AND
 GL1396'PROJECTING 3 INCHES.  IT IS 37.5 FEET NORTH OF THE CENTERLINE
 GL1396'OF THE ROAD, 6.0 FEET NORTHEAST OF THE GATE POST AND 450 FEET
 GL1396'SOUTH OF A WINDMILL AND OLD HOUSE.
 GL1396'
 GL1396'REFERENCE MARK NUMBER 1, STAMPED BARBER NO 1 1953, IS A
 GL1396'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GL1396'INCHES IN DIAMETER, PROJECTING 4 INCHES AND AT THE SAME
 GL1396'ELEVATION AS THE STATION.  IT IS 27.3 FEET SOUTH OF THE
 GL1396'CENTERLINE OF THE ROAD, 2.5 FEET SOUTH OF A POWER LINE POLE
 GL1396'AND 12 INCHES SOUTH OF THE FENCE LINE.
 GL1396'
 GL1396'REFERENCE MARK NUMBER 2, STAMPED BARBER NO 2 1953, IS A
 GL1396'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GL1396'INCHES IN DIAMETER, PROJECTING 2 INCHES AND AT THE SAME ELEVATION
 GL1396'AS THE STATION.  IT IS 18.0 FEET WEST OF THE FARM ROAD CENTERLINE
 GL1396'AND 2.0 FEET NORTH OF THE FENCE LINE.
 GL1396'
 GL1396'AZIMUTH MARK, STAMPED BARBER 1953, IS A STANDARD DISK SET
 GL1396'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GL1396'AND PROJECTING 4 INCHES.  IT IS 36.0 FEET SOUTH OF THE
 GL1396'CENTERLINE OF THE ROAD, 4.5 FEET WEST NORTHWEST OF A GATE
 GL1396'POST AND 2.0 FEET NORTH OF THE FENCE LINE.
 GL1396'
 GL1396'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GL1396
 GL1396                          STATION RECOVERY (1961)
 GL1396
 GL1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JDM)
 GL1396'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 GL1396'MARK WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GL1396'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 GL1396
 GL1396                          STATION RECOVERY (1973)
 GL1396
 GL1396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (TET)
 GL1396'SEARCHED FOR AND NOT FOUND.  AZIMUTH MARK WAS RECOVERED.
 GL1396'HOWEVER SECONDARY REFERENCES ARE NOT CORRECT AND MARK IS
 GL1396'IMPROPERLY ORIENTATED.  STATION APPEARS TO HAVE BEEN DESTROYED
 GL1396'DURING HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0778 ***********************************************************************
 AW0778  DESIGNATION -  BARBER RM 1
 AW0778  PID         -  AW0778
 AW0778  STATE/COUNTY-  TX/CHAMBERS
 AW0778  USGS QUAD   -  MONT BELVIEU (1994)
 AW0778
 AW0778                         *CURRENT SURVEY CONTROL
 AW0778  ___________________________________________________________________
 AW0778* NAD 83(1986)-  29 50 00.     (N)    094 53 03.     (W)     SCALED    
 AW0778* NAVD 88     -        12.54   (+/-2cm)      41.1    (feet)  VERTCON   
 AW0778  ___________________________________________________________________
 AW0778  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0778
 AW0778  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0778
 AW0778.The horizontal coordinates were scaled from a topographic map and have
 AW0778.an estimated accuracy of +/- 6 seconds.
 AW0778
 AW0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0778.The vertical order pertains to the NGVD 29 superseded value.
 AW0778
 AW0778.The geoid height was determined by GEOID03.
 AW0778
 AW0778;                    North         East    Units  Estimated Accuracy
 AW0778;SPC TXSC     - 4,228,650.      997,660.      MT  (+/- 180 meters Scaled)
 AW0778
 AW0778                          SUPERSEDED SURVEY CONTROL
 AW0778
 AW0778  NGVD 29 (??/??/92)   12.544  (m)           41.15   (f) ADJ UNCH    1 2
 AW0778
 AW0778.Superseded values are not recommended for survey control.
 AW0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0778.See file dsdata.txt to determine how the superseded data were derived.
 AW0778
 AW0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP179018(NAD 83)
 AW0778_MARKER: DR = REFERENCE MARK DISK
 AW0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0778_STAMPING: BARBER NO 1 1931
 AW0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0778+STABILITY: SURFACE MOTION
 AW0778
 AW0778  HISTORY     - Date     Condition        Report By
 AW0778  HISTORY     - 1931     MONUMENTED       CGS
 AW0778  HISTORY     - 1964     GOOD             NGS
 AW0778  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0778  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW0778
 AW0778                          STATION DESCRIPTION
 AW0778
 AW0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0778'2.2 MI SE FROM MONT BELVIEU.
 AW0778'ABOUT 1.2 MILES SOUTH ALONG LOOP 207 FROM THE METHODIST CHURCH AT MONT
 AW0778'BELVIEU, THENCE 0.15 MILE SOUTH ALONG STATE HIGHWAY 146, THENCE 0.45
 AW0778'MILE EAST ALONG A SHELL ROAD, THENCE 0.3 MILE SOUTH ALONG A SHELL ROAD
 AW0778'TO A LARGE STORAGE TANK AND A SMALL RADIO TOWER, THENCE 0.1 MILE
 AW0778'NORTHEAST CROSS COUNTRY, 146 FEET NORTHEAST OF BARBER 1931, 46 FEET
 AW0778'NORTHWEST OF THE NORTHWEST EDGE OF A CANAL, AND SET IN THE TOP OF A
 AW0778'CONCRETE POST PROJECTING 2 INCHES.
 AW0778
 AW0778                          STATION RECOVERY (1978)
 AW0778
 AW0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0778'NOT RECOVERED.  NOTE=RESERVOIR HAS BEEN BUILT AT THIS LOCATION,
 AW0778'BENCH MARK BELIEVED TO HAVE BEEN DESTROYED.
 AW0778
 AW0778                          STATION RECOVERY (1997)
 AW0778
 AW0778'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0735 ***********************************************************************
 AW0735  DESIGNATION -  BARBER RM 2
 AW0735  PID         -  AW0735
 AW0735  STATE/COUNTY-  TX/CHAMBERS
 AW0735  USGS QUAD   -  MONT BELVIEU (1994)
 AW0735
 AW0735                         *CURRENT SURVEY CONTROL
 AW0735  ___________________________________________________________________
 AW0735* NAD 83(1986)-  29 50 10.     (N)    094 53 21.     (W)     SCALED    
 AW0735* NAVD 88     -        13.60   (+/-2cm)      44.6    (feet)  VERTCON   
 AW0735  ___________________________________________________________________
 AW0735  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0735
 AW0735  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0735
 AW0735.The horizontal coordinates were scaled from a topographic map and have
 AW0735.an estimated accuracy of +/- 6 seconds.
 AW0735
 AW0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0735.The vertical order pertains to the NGVD 29 superseded value.
 AW0735
 AW0735.The geoid height was determined by GEOID03.
 AW0735
 AW0735;                    North         East    Units  Estimated Accuracy
 AW0735;SPC TXSC     - 4,228,940.      997,170.      MT  (+/- 180 meters Scaled)
 AW0735
 AW0735                          SUPERSEDED SURVEY CONTROL
 AW0735
 AW0735  NGVD 29 (??/??/92)   13.594  (m)           44.60   (f) ADJ UNCH    1 2
 AW0735
 AW0735.Superseded values are not recommended for survey control.
 AW0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0735.See file dsdata.txt to determine how the superseded data were derived.
 AW0735
 AW0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP174021(NAD 83)
 AW0735_MARKER: DR = REFERENCE MARK DISK
 AW0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0735_STAMPING: BARBER NO 2 1931
 AW0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0735+STABILITY: SURFACE MOTION
 AW0735
 AW0735  HISTORY     - Date     Condition        Report By
 AW0735  HISTORY     - 1931     MONUMENTED       CGS
 AW0735  HISTORY     - 1964     GOOD             NGS
 AW0735  HISTORY     - 1978     GOOD             NGS
 AW0735  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0735  HISTORY     - 19960911 MARK NOT FOUND   USPSQD
 AW0735  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW0735  HISTORY     - 20031230 MARK NOT FOUND   USPSQD
 AW0735
 AW0735                          STATION DESCRIPTION
 AW0735
 AW0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0735'1.75 MI SE FROM MONT BELVIEU.
 AW0735'ABOUT 1.2 MILES SOUTH ALONG LOOP 207 FROM THE METHODIST CHURCH AT MONT
 AW0735'BELVIEU, THENCE 0.15 MILE SOUTH ALONG STATE HIGHWAY 146, THENCE 0.4
 AW0735'MILE EAST ALONG A SHELL ROAD, 32 FEET NORTHWEST OF THE CENTER LINE OF
 AW0735'THE ROAD, 198 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A SHELL
 AW0735'ROAD LEADING SOUTH, 53 FEET SOUTHWEST OF A TELEPHONE POLE, 5 1/2 FEET
 AW0735'SOUTHEAST OF A FENCE, 1.7 FEET NORTHEAST OF A METAL WITNESS POST,
 AW0735'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 AW0735'POST PROJECTING 6 INCHES.
 AW0735
 AW0735                          STATION RECOVERY (1978)
 AW0735
 AW0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0735'RECOVERED IN GOOD CONDITION.
 AW0735
 AW0735                          STATION RECOVERY (1990)
 AW0735
 AW0735'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0735'MARK NOT FOUND.
 AW0735
 AW0735                          STATION RECOVERY (1996)
 AW0735
 AW0735'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0735'MARK NOT FOUND.
 AW0735
 AW0735                          STATION RECOVERY (2001)
 AW0735
 AW0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0735'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0735
 AW0735                          STATION RECOVERY (2003)
 AW0735
 AW0735'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0736 ***********************************************************************
 AW0736  DESIGNATION -  BARBER RM 3
 AW0736  PID         -  AW0736
 AW0736  STATE/COUNTY-  TX/CHAMBERS
 AW0736  USGS QUAD   -  MONT BELVIEU (1994)
 AW0736
 AW0736                         *CURRENT SURVEY CONTROL
 AW0736  ___________________________________________________________________
 AW0736* NAD 83(1986)-  29 50 02.     (N)    094 53 03.     (W)     SCALED    
 AW0736* NAVD 88     -        11.40   (+/-2cm)      37.4    (feet)  VERTCON   
 AW0736  ___________________________________________________________________
 AW0736  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0736
 AW0736  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0736
 AW0736.The horizontal coordinates were scaled from a topographic map and have
 AW0736.an estimated accuracy of +/- 6 seconds.
 AW0736
 AW0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0736.The vertical order pertains to the NGVD 29 superseded value.
 AW0736
 AW0736.The geoid height was determined by GEOID03.
 AW0736
 AW0736;                    North         East    Units  Estimated Accuracy
 AW0736;SPC TXSC     - 4,228,720.      997,660.      MT  (+/- 180 meters Scaled)
 AW0736
 AW0736                          SUPERSEDED SURVEY CONTROL
 AW0736
 AW0736  NGVD 29 (??/??/92)   11.400  (m)           37.40   (f) ADJ UNCH    1 2
 AW0736
 AW0736.Superseded values are not recommended for survey control.
 AW0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0736.See file dsdata.txt to determine how the superseded data were derived.
 AW0736
 AW0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP179018(NAD 83)
 AW0736_MARKER: DR = REFERENCE MARK DISK
 AW0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0736_STAMPING: BARBER NO 3 1931
 AW0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0736+STABILITY: SURFACE MOTION
 AW0736
 AW0736  HISTORY     - Date     Condition        Report By
 AW0736  HISTORY     - 1931     MONUMENTED       CGS
 AW0736  HISTORY     - 1964     GOOD             NGS
 AW0736  HISTORY     - 1978     GOOD             NGS
 AW0736  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0736  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW0736  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW0736
 AW0736                          STATION DESCRIPTION
 AW0736
 AW0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0736'2.2 MI SE FROM MONT BELVIEU.
 AW0736'ABOUT 1.2 MILES SOUTH ALONG LOOP 207 FROM THE METHODIST CHURCH AT MONT
 AW0736'BELVIEU, THENCE 0.15 MILE SOUTH ALONG STATE HIGHWAY 146, THENCE 0.45
 AW0736'MILE EAST ALONG A SHELL ROAD, THENCE 0.3 MILE SOUTH ALONG A SHELL ROAD
 AW0736'TO A LARGE STORAGE TANK NUMBERED 1408 AND A SMALL RADIO TOWER, THENCE
 AW0736'0.1 MILE NORTHEAST CROSS COUNTRY, 164 FEET NORTHEAST OF A FENCE AROUND
 AW0736'THE STORAGE TANK, 130 1/2 FEET SOUTHWEST OF BARBER 1931, ABOUT 39 FEET
 AW0736'NORTHWEST OF THE NORTHWEST EDGE OF A CANAL, AND SET IN THE TOP OF A
 AW0736'CONCRETE POST PROJECTING 3 INCHES.
 AW0736
 AW0736                          STATION RECOVERY (1978)
 AW0736
 AW0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0736'RECOVERED IN GOOD CONDITION.
 AW0736
 AW0736                          STATION RECOVERY (1990)
 AW0736
 AW0736'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0736'MARK NOT FOUND.
 AW0736
 AW0736                          STATION RECOVERY (1997)
 AW0736
 AW0736'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0736'MARK NOT FOUND.
 AW0736
 AW0736                          STATION RECOVERY (2001)
 AW0736
 AW0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0736'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1304 ***********************************************************************
 BZ1304  DESIGNATION -  BARCUS
 BZ1304  PID         -  BZ1304
 BZ1304  STATE/COUNTY-  TX/MCLENNAN
 BZ1304  USGS QUAD   -  LORENA (1993)
 BZ1304
 BZ1304                         *CURRENT SURVEY CONTROL
 BZ1304  ___________________________________________________________________
 BZ1304* NAD 83(1993)-  31 27 59.53077(N)    097 14 45.85655(W)     ADJUSTED  
 BZ1304* NAVD 88     -       227.6    (meters)     747.     (feet)  VERTCON   
 BZ1304  ___________________________________________________________________
 BZ1304  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 BZ1304  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BZ1304
 BZ1304  HORZ ORDER  -  FIRST
 BZ1304
 BZ1304.The horizontal coordinates were established by classical geodetic methods
 BZ1304.and adjusted by the National Geodetic Survey in February 1996..
 BZ1304
 BZ1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1304
 BZ1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1304
 BZ1304.The geoid height was determined by GEOID03.
 BZ1304
 BZ1304;                    North         East     Units Scale Factor Converg.
 BZ1304;SPC TX C     - 3,203,598.307   993,338.755   MT  0.99991459   +1 35 24.4
 BZ1304;SPC TX C     -10,510,472.11  3,258,978.90   sFT  0.99991459   +1 35 24.4
 BZ1304;UTM  14      - 3,482,639.347   666,631.878   MT  0.99994247   +0 54 56.7
 BZ1304
 BZ1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1304!SPC TX C     -   0.99996853  x   0.99991459  =   0.99988313
 BZ1304!UTM  14      -   0.99996853  x   0.99994247  =   0.99991100
 BZ1304
 BZ1304:                Primary Azimuth Mark                     Grid Az
 BZ1304:SPC TX C     -  WACO AMICABLE CEN ELEV SHAFT             045 35 47.3
 BZ1304:UTM  14      -  WACO AMICABLE CEN ELEV SHAFT             046 16 15.0
 BZ1304
 BZ1304|---------------------------------------------------------------------|
 BZ1304| PID    Reference Object                     Distance      Geod. Az  |
 BZ1304|                                                           dddmmss.s |
 BZ1304| BZ1283 WACO AMICABLE CEN ELEV SHAFT        APPROX.14.8 KM 0471111.7 |
 BZ1304| BZ1276 WACO AMICABLE BUILDING FLAG         APPROX.14.8 KM 0471417.1 |
 BZ1304| BZ1326 MOODY WATER TANK                    APPROX.20.5 KM 2110800.0 |
 BZ1304| BZ1329 OGLESBY                             APPROX.27.0 KM 2640542.0 |
 BZ1304| BZ1327 MC GREGOR OLD FAIRGRD PAVILION      APPROX.16.0 KM 2710527.0 |
 BZ1304| CV3715 BARCUS RM                            62.370 METERS 34755     |
 BZ1304|---------------------------------------------------------------------|
 BZ1304
 BZ1304                          SUPERSEDED SURVEY CONTROL
 BZ1304
 BZ1304  NAD 83(1986)-  31 27 59.53941(N)    097 14 45.83713(W) AD(       ) 1
 BZ1304  NAD 27      -  31 27 58.93800(N)    097 14 44.81000(W) AD(       ) 1
 BZ1304  NGVD 29 (07/19/86)  227.5    (m)          746.     (f) VERT ANG       
 BZ1304
 BZ1304.Superseded values are not recommended for survey control.
 BZ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1304.See file dsdata.txt to determine how the superseded data were derived.
 BZ1304
 BZ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV6663282639(NAD 83)
 BZ1304_MARKER: DS = TRIANGULATION STATION DISK
 BZ1304_SETTING: 0 = UNSPECIFIED SETTING
 BZ1304
 BZ1304  HISTORY     - Date     Condition        Report By
 BZ1304  HISTORY     - 1919     MONUMENTED       CGS
 BZ1304  HISTORY     - 1935     GOOD             CGS
 BZ1304  HISTORY     - 1937     GOOD             TXHD
 BZ1304  HISTORY     - 1940     MARK NOT FOUND   TSI
 BZ1304  HISTORY     - 1944     GOOD             CGS
 BZ1304  HISTORY     - 1955     GOOD             USGS
 BZ1304  HISTORY     - 20010317 GOOD             USPSQD
 BZ1304  HISTORY     - 20041116 GOOD             WALLAC
 BZ1304
 BZ1304                          STATION DESCRIPTION
 BZ1304
 BZ1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ1304'STATION IS ABOUT 9 MILES BY ROAD SW OF WACO, 3 MILES BY ROAD SE
 BZ1304'OF SOUTH BOSQUE, ABOUT 2 MILES SW OF THE WACO-MC GREGOR ROAD,
 BZ1304'150 METERS (492 FEET) N OF THE WACO-MOODY ROAD AT A POINT
 BZ1304'2 MILES SW OF WHERE THAT ROAD BRANCHES OFF FROM THE WACO-MC GREGOR
 BZ1304'ROAD, AND 100 METERS (328 FEET) N OF THE HOUSE OF W.J. BARCUS,
 BZ1304'IN THE EDGE OF A CULTIVATED FIELD.  IT IS 6 METERS (20 FEET)
 BZ1304'E OF THE CENTER OF A LANE WHICH LEADS TO A PASTURE.
 BZ1304'
 BZ1304'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 BZ1304'IN CONCRETE.
 BZ1304'
 BZ1304'REFERENCE MARK IS 1 FOOT E OF WIRE FENCE AND 5 METERS (16 FEET)
 BZ1304'E OF CENTER LINE OF ABOVE LANE.  IT IS 62.37 METERS (204.6
 BZ1304'FEET) FROM STATION N 12 DEG 05 MIN W.
 BZ1304'
 BZ1304'CHURCH E OF BARCUS IS DISTANT 0.7 MILE N 61 DEG 51 MIN E.
 BZ1304
 BZ1304                          STATION RECOVERY (1935)
 BZ1304
 BZ1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1304'STATION FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.  THE
 BZ1304'REFERENCE MARK WAS RECOVERED AND IS LIKEWISE IN EXCELLENT
 BZ1304'CONDITION.  THE REFERENCE MARK IS ABOUT 4 INCHES BELOW GROUND,
 BZ1304'AND WHILE IT IS NOW UNCOVERED, IT MAY SOON BE COVERED OVER.
 BZ1304'
 BZ1304'TO REACH THIS STATION FROM WACO, GO ALONG STATE HIGHWAY 7
 BZ1304'FOR A DISTANCE OF ABOUT 8.1 MILES FROM THE COURTHOUSE AT WACO.
 BZ1304'AT THIS POINT THERE IS A ROAD LEADING S FROM HIGHWAY 7 JUST E OF
 BZ1304'THE ATLAS CEMENT PLANT.  FOLLOW THIS ROAD LEADING S FOR A
 BZ1304'DISTANCE OF 1.8 MILES TO THE BARCUS HOUSE.  THE ROAD TO THE
 BZ1304'BARCUS HOUSE PASSES IN FRONT OF THE STANFORD CHAPEL CHURCH, A
 BZ1304'SUPPLEMENTARY POINT.  BARCUS TRIANGULATION STATION IS LOCATED
 BZ1304'ABOUT 105 FEET NW OF AN OUTHOUSE NW OF THE BARCUS HOUSE.
 BZ1304'
 BZ1304'THE TOWN OF HEWITT IS CLEARLY VISIBLE FROM THIS STATION WITH
 BZ1304'THE NAKED EYE.
 BZ1304
 BZ1304                          STATION RECOVERY (1937)
 BZ1304
 BZ1304'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1304'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 BZ1304'NO ATTEMPT WAS MADE TO RECOVER REFERENCE MARK.
 BZ1304
 BZ1304                          STATION RECOVERY (1940)
 BZ1304
 BZ1304'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 BZ1304'STATION AND REFERENCE MARKS HAVE BEEN DESTROYED BY TREASURE
 BZ1304'SEEKERS.  SITES INDICATED BY BROKEN FRAGMENTS OF STATION MARKERS.
 BZ1304
 BZ1304                          STATION RECOVERY (1944)
 BZ1304
 BZ1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1304'STATION AND REFERENCE MARKS RECOVERED IN EXCELLENT CONDITION.
 BZ1304'THEY WERE REPORTED DESTROYED BY THE EDGAR TOBIN AERIAL SURVEY,
 BZ1304'1940.  THE STATION MARK IS 104.5 FEET NNW OF THE NW CORNER OF
 BZ1304'A SMALL METAL-ROOFED BUILDING, 20 FEET E OF CENTER LINE OF LANE,
 BZ1304'AND IS ABOUT 4 INCHES BELOW SURFACE OF THE GROUND.  THE MARK WAS
 BZ1304'LEFT UNCOVERED.
 BZ1304'
 BZ1304'REFERENCE MARK IS 204.6 FEET FROM STATION N 12 DEG 05 MIN W.
 BZ1304'IT IS 1 FOOT E OF THE E LANE FENCE AND IS ABOUT 4
 BZ1304'INCHES BELOW GROUND.  THE MARK WAS LEFT UNCOVERED.
 BZ1304'
 BZ1304'TO REACH FROM THE COURTHOUSE IN WACO, GO W ON U.S. HIGHWAY 84
 BZ1304'TOWARD GATESVILLE FOR 7.8 MILES TO H.A. WARREN SERVICE STATION ON
 BZ1304'LEFT.  CONTINUE ON HIGHWAY FOR 0.75 MILE, THENCE LEFT ON GRAVEL
 BZ1304'T-ROAD 0.35 MILE TO CROSSROADS AT ENTRANCE TO ATLAS CEMENT PLANT.
 BZ1304'TURN LEFT 0.65 MILE, THENCE RIGHT 0.9 MILE TO FORK, TAKE RIGHT
 BZ1304'FORK 1.05 MILES TO HOUSE AND STATION ON RIGHT.  FROM THE
 BZ1304'WINDMILL JUST W OF HOUSE, FOLLOW LANE N ABOUT 100 YARDS TO SMALL
 BZ1304'METAL-ROOFED BUILDING ON RIGHT.  CONTINUE ABOUT 30
 BZ1304'YARDS TO STATION MARK 20 FEET TO RIGHT.
 BZ1304'
 BZ1304'STATION WAS NOT OCCUPIED.
 BZ1304'
 BZ1304'PROPERTY IS STILL OWNED BY MR. BARCUS AND OCCUPIED BY A MR. SMITH.
 BZ1304
 BZ1304                          STATION RECOVERY (1955)
 BZ1304
 BZ1304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BZ1304'THE LATEST RECOVERY NOTE SHOWS THIS MARK AS DESTROYED WHICH
 BZ1304'IS INCORRECT.
 BZ1304'
 BZ1304'THE STATION MARK AND REFERENCE MARK WERE RECOVERED IN EXCELLENT
 BZ1304'CONDITION ALTHOUGH COVERED BY ABOUT 2 INCHES OF TOP SOIL.
 BZ1304'TWO ADDITIONAL DISTANCES SHOULD BE ADDED TO THE 1935 DESCRIPTION--
 BZ1304'MARK IS IN CULTIVATED FIELD, 41 FEET SE OF A FENCE CORNER.  9-1/2
 BZ1304'FEET EAST OF FENCE LINE.
 BZ1304
 BZ1304                          STATION RECOVERY (2001)
 BZ1304
 BZ1304'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ1304'RECOVERED IN GOOD CONDITION.
 BZ1304
 BZ1304                          STATION RECOVERY (2004)
 BZ1304
 BZ1304'RECOVERY NOTE BY THE WALLACE GROUP INC 2004
 BZ1304'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0574 ***********************************************************************
 BZ0574  DESIGNATION -  BARD
 BZ0574  PID         -  BZ0574
 BZ0574  STATE/COUNTY-  TX/HILL
 BZ0574  USGS QUAD   -  HUBBARD (1978)
 BZ0574
 BZ0574                         *CURRENT SURVEY CONTROL
 BZ0574  ___________________________________________________________________
 BZ0574* NAD 83(1993)-  31 50 54.41723(N)    096 47 44.18054(W)     ADJUSTED  
 BZ0574* NAVD 88     -       194.392  (meters)     637.77   (feet)  ADJUSTED  
 BZ0574  ___________________________________________________________________
 BZ0574  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 BZ0574  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BZ0574  DYNAMIC HT  -         194.159 (meters)     637.00  (feet)  COMP
 BZ0574  MODELED GRAV-     979,437.5   (mgal)                       NAVD 88
 BZ0574
 BZ0574  HORZ ORDER  -  SECOND
 BZ0574  VERT ORDER  -  FIRST     CLASS II
 BZ0574
 BZ0574.The horizontal coordinates were established by classical geodetic methods
 BZ0574.and adjusted by the National Geodetic Survey in February 1996..
 BZ0574
 BZ0574.The orthometric height was determined by differential leveling
 BZ0574.and adjusted by the National Geodetic Survey in June 1991..
 BZ0574
 BZ0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0574
 BZ0574.The geoid height was determined by GEOID03.
 BZ0574
 BZ0574.The dynamic height is computed by dividing the NAVD 88
 BZ0574.geopotential number by the normal gravity value computed on the
 BZ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0574.degrees latitude (g = 980.6199 gals.).
 BZ0574
 BZ0574.The modeled gravity was interpolated from observed gravity values.
 BZ0574
 BZ0574;                    North         East     Units Scale Factor Converg.
 BZ0574;SPC TXNC     - 2,021,467.754   761,325.530   MT  1.00009107   +0 55 46.4
 BZ0574;SPC TXNC     - 6,632,098.79  2,497,782.18   sFT  1.00009107   +0 55 46.4
 BZ0574;SPC TX C     - 3,247,196.053 1,034,780.170   MT  0.99999082   +1 49 19.7
 BZ0574;SPC TX C     -10,653,509.05  3,394,941.27   sFT  0.99999082   +1 49 19.7
 BZ0574;UTM  14      - 3,525,755.560   708,581.554   MT  1.00013659   +1 09 49.0
 BZ0574
 BZ0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0574!SPC TXNC     -   0.99997355  x   1.00009107  =   1.00006461
 BZ0574!SPC TX C     -   0.99997355  x   0.99999082  =   0.99996437
 BZ0574!UTM  14      -   0.99997355  x   1.00013659  =   1.00011013
 BZ0574
 BZ0574:                Primary Azimuth Mark                     Grid Az
 BZ0574:SPC TXNC     -  BARD AZ MK                               138 59 24.5
 BZ0574:SPC TX C     -  BARD AZ MK                               138 05 51.2
 BZ0574:UTM  14      -  BARD AZ MK                               138 45 21.9
 BZ0574
 BZ0574|---------------------------------------------------------------------|
 BZ0574| PID    Reference Object                     Distance      Geod. Az  |
 BZ0574|                                                           dddmmss.s |
 BZ0574| BZ0577 BARD AZ MK                                         1395510.9 |
 BZ0574| BZ0575 BARD RM 1                            25.296 METERS 14814     |
 BZ0574| BZ0576 BARD RM 2                            26.121 METERS 25811     |
 BZ0574|---------------------------------------------------------------------|
 BZ0574
 BZ0574                          SUPERSEDED SURVEY CONTROL
 BZ0574
 BZ0574  NAD 83(1986)-  31 50 54.42563(N)    096 47 44.16158(W) AD(       ) 2
 BZ0574  NAD 27      -  31 50 53.84800(N)    096 47 43.18400(W) AD(       ) 2
 BZ0574  NGVD 29 (??/??/92)  194.346  (m)          637.62   (f) ADJ UNCH    1 2
 BZ0574
 BZ0574.Superseded values are not recommended for survey control.
 BZ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0574.See file dsdata.txt to determine how the superseded data were derived.
 BZ0574
 BZ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA0858225756(NAD 83)
 BZ0574_MARKER: DS = TRIANGULATION STATION DISK
 BZ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0574_STAMPING: BARD 1948
 BZ0574_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 BZ0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0574+STABILITY: SURFACE MOTION
 BZ0574
 BZ0574  HISTORY     - Date     Condition        Report By
 BZ0574  HISTORY     - 1948     MONUMENTED       CGS
 BZ0574  HISTORY     - 1952     GOOD             CGS
 BZ0574  HISTORY     - 1952     GOOD             NGS
 BZ0574  HISTORY     - 1980     GOOD             NGS
 BZ0574  HISTORY     - 1980     GOOD             NGS
 BZ0574  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0574  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0574  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BZ0574  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 BZ0574
 BZ0574                          STATION DESCRIPTION
 BZ0574
 BZ0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ0574'STATION IS LOCATED IN THE TOWN OF HUBBARD ON CITY PROPERTY
 BZ0574'OCCUPIED BY THE FIRE HALL, COMMUNITY BUILDING AND STANDPIPE.
 BZ0574'STATION IS 65 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF FIRE
 BZ0574'HALL, 51 FEET NORTHWEST OF THE APPROXIMATE CENTER LINE OF
 BZ0574'GRAVEL STREET, 42 FEET NORTHEAST OF THE APPROXIMATE CENTER LINE
 BZ0574'OF ANOTHER GRAVEL STREET, AND 7 FEET SOUTH OF STANDPIPE.
 BZ0574'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 BZ0574'BARD 1948.
 BZ0574'
 BZ0574'REFERENCE MARK NO. 1 IS 82.99 FEET SOUTHEAST OF STATION,
 BZ0574'41 FEET WEST OF THE NORTHWEST CORNER OF A CHURCH, 29 FEET
 BZ0574'SOUTHEAST OF THE APPROXIMATE CENTER LINE OF GRAVEL STREET, 23
 BZ0574'FEET NORTHEAST OF THE APPROXIMATE CENTER LINE OF ANOTHER
 BZ0574'GRAVEL STREET AND 1 FOOT NORTHEAST OF STREET LAMP POLE.  THE
 BZ0574'DISK IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE BASE OF
 BZ0574'THE STREETLAMP AND IS STAMPED BARD NO 1 1948.
 BZ0574'
 BZ0574'REFERENCE MARK NO. 2 IS 85.70 FEET WEST OF STATION, 29 FEET
 BZ0574'SOUTHWEST OF THE APPROXIMATE CENTER LINE OF GRAVEL STREET
 BZ0574'AND 1 FOOT SOUTHEAST OF POWER POLE.  THE MARK PROJECTS ABOUT
 BZ0574'4 INCHES AND THE DISK IS STAMPED BARD NO 2 1948.
 BZ0574'
 BZ0574'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTHEAST OF STATION,
 BZ0574'38 FEET SOUTHWEST OF THE APPROXIMATE CENTER LINE OF GRAVEL
 BZ0574'STREET, 30 FEET SOUTHEAST OF RAILROAD TRACK SIDING, 22 FEET
 BZ0574'NORTHWEST OF RAILROAD TRACK, 2 FEET SOUTHWEST OF TELEGRAPH
 BZ0574'POLE AND 2 FEET NORTHEAST OF WHITE WITNESS POST.  THE MARK
 BZ0574'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED BARD 1948.
 BZ0574'
 BZ0574'TO REACH STATION FROM THE JUNCTION OF STATE ROUTES 171 AND
 BZ0574'31 IN TOWN OF HUBBARD GO EAST ON STATE ROUTE 31 FOR 0.1
 BZ0574'MILE TO CITY PROPERTY.  TURN RIGHT AND GO SOUTHEAST ALONG
 BZ0574'GRAVEL STREET TO STANDPIPE AND STATION ON LEFT AS DESCRIBED.
 BZ0574'
 BZ0574'TO REACH AZIMUTH CONTINUE SOUTHEAST FOR 0.2 MILE TO RAILROAD
 BZ0574'TRACKS AND AZIMUTH ON RIGHT AS DESCRIBED.
 BZ0574'
 BZ0574'A 100 FOOT SIGNAL AT STATION MALONE IS VISIBLE AT 50 FEET.
 BZ0574'
 BZ0574'A 74 FOOT SIGNAL AT STATION HUBBARD 1919 IS VISIBLE AT 37 FEET.
 BZ0574'
 BZ0574'A 74 FOOT SIGNAL AT STATION PENELOPE IS VISIBLE AT 50 FEET.
 BZ0574'
 BZ0574'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BZ0574
 BZ0574                          STATION RECOVERY (1952)
 BZ0574
 BZ0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 BZ0574'AT HUBBARD, AT THE INTERSECTION OF CYPRUSS AND NORTH 3RD
 BZ0574'STREETS, 46 FEET NORTHEAST OF THE CENTER LINE OF CYPRUSS
 BZ0574'STREET, 54 FEET NORTHWEST OF THE CENTER LINE OF NORTH 3RD
 BZ0574'STREET, 7 FEET SOUTH OF THE SOUTH EDGE OF THE CITY WATER
 BZ0574'TANK, A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 BZ0574'POST WHICH IS FLUSH WITH THE GROUND, STAMPED BARD 1948.
 BZ0574'
 BZ0574'BARD R.M. 1 IS 82.7 FEET SOUTHEAST OF TRIANGULATION STATION
 BZ0574'BARD 1948, 29 FEET SOUTHEAST OF THE CENTER LINE OF NORTH
 BZ0574'3RD STREET, 26 FEET NORTHEAST OF THE CENTER LINE OF CYPRUSS
 BZ0574'STREET, A REFERENCE MARK DISK SET IN THE TOP OF THE NORTH
 BZ0574'CORNER OF THE CONCRETE BASE OF A STREET LIGHT POST, STAMPED
 BZ0574'BARD NO 1 1948.
 BZ0574'
 BZ0574'BARD R.M. 2 IS 85.8 FEET NORTHWEST OF TRIANGULATION STATION
 BZ0574'BARD 1948, 30 FEET SOUTHWEST OF THE CENTER LINE OF CYPRUSS
 BZ0574'STREET, 100 FEET NORTHWEST OF THE CENTER LINE OF NORTH 3RD
 BZ0574'STREET, 1 FOOT SOUTHEAST OF A POWER POLE, A REFERENCE MARK
 BZ0574'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 BZ0574'FOOT ABOVE THE GROUND, STAMPED BARD NO 2 1948.
 BZ0574'
 BZ0574'BARD AZIMUTH 1948 IS 0.2 MILE SOUTHEAST OF TRIANGULATION
 BZ0574'STATION BARD 1948, 0.1 MILE NORTHEAST OF THE ST. LOUIS AND
 BZ0574'SOUTHWESTERN RAILROAD STATION, 1 POLE NORTHEAST OF MILEPOST
 BZ0574'648-5, 38 FEET SOUTHWEST OF THE CENTER LINE OF A NORTHWEST
 BZ0574'AND SOUTHEAST STREET, 21 FEET NORTHWEST OF THE NORTHWEST
 BZ0574'RAIL OF THE MAIN TRACK OF THE RAILROAD, 30 FEET SOUTHEAST
 BZ0574'OF THE SOUTHEAST RAIL OF A SIDE TRACK, 1.8 FEET SOUTHWEST
 BZ0574'OF A TELEGRAPH POLE, 2 FEET NORTHEAST OF A WITNESS POST,
 BZ0574'AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0574'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED BARD 1948.
 BZ0574
 BZ0574                          STATION RECOVERY (1952)
 BZ0574
 BZ0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BZ0574'IN HUBBARD.
 BZ0574'AT HUBBARD, AT THE INTERSECTION OF CYPRUSS AND NORTH 3RD STREETS, 46
 BZ0574'FEET NORTHEAST OF THE CENTER LINE OF CYPRUSS STREET, 54 FEET NORTHWEST
 BZ0574'OF THE CENTER LINE OF NORTH 3RD STREET, 7 FEET SOUTH OF THE SOUTH EDGE
 BZ0574'OF THE CITY WATER TANK, SET IN THE TOP OF A CONCRETE POST WHICH IS
 BZ0574'FLUSH WITH THE GROUND.
 BZ0574
 BZ0574                          STATION RECOVERY (1980)
 BZ0574
 BZ0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 BZ0574'RECOVERED AS DESCRIBED.
 BZ0574
 BZ0574                          STATION RECOVERY (1980)
 BZ0574
 BZ0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0574'RECOVERED IN GOOD CONDITION.
 BZ0574
 BZ0574                          STATION RECOVERY (1995)
 BZ0574
 BZ0574'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0574'MARK NOT FOUND.
 BZ0574
 BZ0574                          STATION RECOVERY (2002)
 BZ0574
 BZ0574'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 BZ0574'MARK NOT FOUND.
 BZ0574
 BZ0574                          STATION RECOVERY (2003)
 BZ0574
 BZ0574'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0574'MARK NOT FOUND.
 BZ0574
 BZ0574                          STATION RECOVERY (2003)
 BZ0574
 BZ0574'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0577 ***********************************************************************
 BZ0577  DESIGNATION -  BARD AZ MK
 BZ0577  PID         -  BZ0577
 BZ0577  STATE/COUNTY-  TX/HILL
 BZ0577  USGS QUAD   -  HUBBARD (1978)
 BZ0577
 BZ0577                         *CURRENT SURVEY CONTROL
 BZ0577  ___________________________________________________________________
 BZ0577* NAD 83(1986)-  31 50 41.     (N)    096 47 36.     (W)     SCALED    
 BZ0577* NAVD 88     -       191.235  (meters)     627.41   (feet)  ADJUSTED  
 BZ0577  ___________________________________________________________________
 BZ0577  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BZ0577  DYNAMIC HT  -         191.006 (meters)     626.66  (feet)  COMP
 BZ0577  MODELED GRAV-     979,437.5   (mgal)                       NAVD 88
 BZ0577
 BZ0577  VERT ORDER  -  FIRST     CLASS II
 BZ0577
 BZ0577.The horizontal coordinates were scaled from a topographic map and have
 BZ0577.an estimated accuracy of +/- 6 seconds.
 BZ0577
 BZ0577.The orthometric height was determined by differential leveling
 BZ0577.and adjusted by the National Geodetic Survey in June 1991..
 BZ0577
 BZ0577.The geoid height was determined by GEOID03.
 BZ0577
 BZ0577.The dynamic height is computed by dividing the NAVD 88
 BZ0577.geopotential number by the normal gravity value computed on the
 BZ0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0577.degrees latitude (g = 980.6199 gals.).
 BZ0577
 BZ0577.The modeled gravity was interpolated from observed gravity values.
 BZ0577
 BZ0577;                    North         East    Units  Estimated Accuracy
 BZ0577;SPC TXNC     - 2,021,060.      761,550.      MT  (+/- 180 meters Scaled)
 BZ0577
 BZ0577                          SUPERSEDED SURVEY CONTROL
 BZ0577
 BZ0577  NGVD 29 (??/??/92)  191.195  (m)          627.28   (f) ADJ UNCH    1 2
 BZ0577
 BZ0577.Superseded values are not recommended for survey control.
 BZ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0577.See file dsdata.txt to determine how the superseded data were derived.
 BZ0577
 BZ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA088253(NAD 83)
 BZ0577_MARKER: DZ = AZIMUTH MARK DISK
 BZ0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0577_STAMPING: BARD 1948
 BZ0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0577+STABILITY: SURFACE MOTION
 BZ0577
 BZ0577  HISTORY     - Date     Condition        Report By
 BZ0577  HISTORY     - 1948     MONUMENTED       CGS
 BZ0577  HISTORY     - 1952     GOOD             NGS
 BZ0577  HISTORY     - 1980     GOOD             NGS
 BZ0577  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0577  HISTORY     - 20020824 GOOD             USPSQD
 BZ0577  HISTORY     - 20031004 POOR             USPSQD
 BZ0577  HISTORY     - 20031014 POOR             USPSQD
 BZ0577
 BZ0577                          STATION DESCRIPTION
 BZ0577
 BZ0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0577'IN HUBBARD.
 BZ0577'AT HUBBARD, 0.1 MILE NORTHEAST OF THE ST. LOUIS AND SOUTHWESTERN
 BZ0577'RAILROAD STATION, 1 POLE NORTHEAST OF MILEPOST 648-5, 38 FEET
 BZ0577'SOUTHWEST OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST STREET, 21
 BZ0577'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 30 FEET
 BZ0577'SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 1.8 FEET SOUTHWEST OF
 BZ0577'A TELEGRAPH POLE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 BZ0577'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  0.2 MILE
 BZ0577'SOUTHEAST OF TRIANGULATION STATION BARD 1948.
 BZ0577
 BZ0577                          STATION RECOVERY (1980)
 BZ0577
 BZ0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0577'RECOVERED IN GOOD CONDITION.
 BZ0577
 BZ0577                          STATION RECOVERY (1995)
 BZ0577
 BZ0577'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0577'MARK NOT FOUND.
 BZ0577
 BZ0577                          STATION RECOVERY (2002)
 BZ0577
 BZ0577'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0577'RECOVERED IN GOOD CONDITION.
 BZ0577
 BZ0577                          STATION RECOVERY (2003)
 BZ0577
 BZ0577'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0577'MARK RECOVERED IN POOR CONDITION.
 BZ0577
 BZ0577                          STATION RECOVERY (2003)
 BZ0577
 BZ0577'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0577'MARKING IS APPROXIMATELY 30 YARDS EAST AND SOUTH FROM THE SOUTHEASTERN
 BZ0577'CORNER OF THE JARVIS AGRICULTURE BUILDING LOCATED ON THE MAIN STREET
 BZ0577'(HWY 171) OF HUBBARD (SOUTH OF HWY 31). MARKER IS ONE (1) FOOT
 BZ0577'NORTHEAST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0575 ***********************************************************************
 BZ0575  DESIGNATION -  BARD RM 1
 BZ0575  PID         -  BZ0575
 BZ0575  STATE/COUNTY-  TX/HILL
 BZ0575  USGS QUAD   -  HUBBARD (1978)
 BZ0575
 BZ0575                         *CURRENT SURVEY CONTROL
 BZ0575  ___________________________________________________________________
 BZ0575* NAD 83(1986)-  31 50 54.     (N)    096 47 44.     (W)     SCALED    
 BZ0575* NAVD 88     -       193.62   (+/-2cm)     635.2    (feet)  VERTCON   
 BZ0575  ___________________________________________________________________
 BZ0575  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BZ0575
 BZ0575  VERT ORDER  -  FIRST     CLASS II (See Below)
 BZ0575
 BZ0575.The horizontal coordinates were scaled from a topographic map and have
 BZ0575.an estimated accuracy of +/- 6 seconds.
 BZ0575
 BZ0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0575.The vertical order pertains to the NGVD 29 superseded value.
 BZ0575
 BZ0575.The geoid height was determined by GEOID03.
 BZ0575
 BZ0575;                    North         East    Units  Estimated Accuracy
 BZ0575;SPC TXNC     - 2,021,460.      761,330.      MT  (+/- 180 meters Scaled)
 BZ0575
 BZ0575                          SUPERSEDED SURVEY CONTROL
 BZ0575
 BZ0575  NGVD 29 (??/??/92)  193.563  (m)          635.05   (f) ADJ UNCH    1 2
 BZ0575
 BZ0575.Superseded values are not recommended for survey control.
 BZ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0575.See file dsdata.txt to determine how the superseded data were derived.
 BZ0575
 BZ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA085257(NAD 83)
 BZ0575_MARKER: DR = REFERENCE MARK DISK
 BZ0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0575_SP_SET: BASE
 BZ0575_STAMPING: BARD NO 1 1948
 BZ0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0575
 BZ0575  HISTORY     - Date     Condition        Report By
 BZ0575  HISTORY     - 1948     MONUMENTED       CGS
 BZ0575  HISTORY     - 1952     GOOD             NGS
 BZ0575  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0575  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0575
 BZ0575                          STATION DESCRIPTION
 BZ0575
 BZ0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0575'IN HUBBARD.
 BZ0575'AT HUBBARD, AT THE INTERSECTION OF CYPRUSS AND NORTH 3RD STREETS. 82.7
 BZ0575'FEET SOUTHEAST OF TRIANGULATION STATION BARD 1948, 29 FEET SOUTHEAST
 BZ0575'OF THE CENTER LINE OF NORTH 3RD STREET, 26 FEET NORTHEAST OF THE
 BZ0575'CENTER LINE OF CYPRUSS STREET, SET IN THE TOP OF THE NORTH CORNER OF
 BZ0575'THE CONCRETE BASE OF A STREET LIGHT POST.
 BZ0575
 BZ0575                          STATION RECOVERY (1980)
 BZ0575
 BZ0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0575'MARK NOT FOUND.
 BZ0575
 BZ0575                          STATION RECOVERY (1995)
 BZ0575
 BZ0575'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0576 ***********************************************************************
 BZ0576  DESIGNATION -  BARD RM 2
 BZ0576  PID         -  BZ0576
 BZ0576  STATE/COUNTY-  TX/HILL
 BZ0576  USGS QUAD   -  HUBBARD (1978)
 BZ0576
 BZ0576                         *CURRENT SURVEY CONTROL
 BZ0576  ___________________________________________________________________
 BZ0576* NAD 83(1986)-  31 50 55.     (N)    096 47 45.     (W)     SCALED    
 BZ0576* NAVD 88     -       194.922  (meters)     639.51   (feet)  ADJUSTED  
 BZ0576  ___________________________________________________________________
 BZ0576  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BZ0576  DYNAMIC HT  -         194.689 (meters)     638.74  (feet)  COMP
 BZ0576  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 BZ0576
 BZ0576  VERT ORDER  -  FIRST     CLASS II
 BZ0576
 BZ0576.The horizontal coordinates were scaled from a topographic map and have
 BZ0576.an estimated accuracy of +/- 6 seconds.
 BZ0576
 BZ0576.The orthometric height was determined by differential leveling
 BZ0576.and adjusted by the National Geodetic Survey in June 1991..
 BZ0576
 BZ0576.The geoid height was determined by GEOID03.
 BZ0576
 BZ0576.The dynamic height is computed by dividing the NAVD 88
 BZ0576.geopotential number by the normal gravity value computed on the
 BZ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0576.degrees latitude (g = 980.6199 gals.).
 BZ0576
 BZ0576.The modeled gravity was interpolated from observed gravity values.
 BZ0576
 BZ0576;                    North         East    Units  Estimated Accuracy
 BZ0576;SPC TXNC     - 2,021,490.      761,300.      MT  (+/- 180 meters Scaled)
 BZ0576
 BZ0576                          SUPERSEDED SURVEY CONTROL
 BZ0576
 BZ0576  NGVD 29 (??/??/92)  194.902  (m)          639.44   (f) ADJ UNCH    1 2
 BZ0576
 BZ0576.Superseded values are not recommended for survey control.
 BZ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0576.See file dsdata.txt to determine how the superseded data were derived.
 BZ0576
 BZ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA085257(NAD 83)
 BZ0576_MARKER: DR = REFERENCE MARK DISK
 BZ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0576_STAMPING: BARD NO 2 1948
 BZ0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0576+STABILITY: SURFACE MOTION
 BZ0576
 BZ0576  HISTORY     - Date     Condition        Report By
 BZ0576  HISTORY     - 1948     MONUMENTED       CGS
 BZ0576  HISTORY     - 1952     GOOD             NGS
 BZ0576  HISTORY     - 1980     GOOD             NGS
 BZ0576  HISTORY     - 19950715 GOOD             USPSQD
 BZ0576  HISTORY     - 20020824 GOOD             USPSQD
 BZ0576  HISTORY     - 20031004 GOOD             USPSQD
 BZ0576  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 BZ0576
 BZ0576                          STATION DESCRIPTION
 BZ0576
 BZ0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0576'IN HUBBARD.
 BZ0576'AT HUBBARD, AT THE INTERSECTION OF CYPRUSS AND NORTH 3RD STREETS, 85.8
 BZ0576'FEET NORTHWEST OF TRIANGULATION STATION BARD 1948, 30 FEET SOUTHWEST
 BZ0576'OF THE CENTER LINE OF CYPRUSS STREET, 100 FEET NORTHWEST OF THE CENTER
 BZ0576'LINE OF NORTH 3RD STREET, 1 FOOT SOUTHEAST OF A POWER POLE, SET IN THE
 BZ0576'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BZ0576
 BZ0576                          STATION RECOVERY (1980)
 BZ0576
 BZ0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0576'RECOVERED IN GOOD CONDITION.
 BZ0576
 BZ0576                          STATION RECOVERY (1995)
 BZ0576
 BZ0576'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0576'RECOVERED IN GOOD CONDITION.
 BZ0576
 BZ0576                          STATION RECOVERY (2002)
 BZ0576
 BZ0576'RECOVERY NOTE BY US POWER SQUADRON 2002 (HRM)
 BZ0576'RECOVERED IN GOOD CONDITION.
 BZ0576
 BZ0576                          STATION RECOVERY (2003)
 BZ0576
 BZ0576'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0576'RECOVERED IN GOOD CONDITION.
 BZ0576
 BZ0576                          STATION RECOVERY (2003)
 BZ0576
 BZ0576'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2683 ***********************************************************************
 CS2683  DESIGNATION -  BARDWELL
 CS2683  PID         -  CS2683
 CS2683  STATE/COUNTY-  TX/ELLIS
 CS2683  USGS QUAD   -  ENNIS WEST (1978)
 CS2683
 CS2683                         *CURRENT SURVEY CONTROL
 CS2683  ___________________________________________________________________
 CS2683* NAD 83(1993)-  32 16 30.76154(N)    096 40 24.48624(W)     ADJUSTED  
 CS2683* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 CS2683  ___________________________________________________________________
 CS2683  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 CS2683  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CS2683
 CS2683  HORZ ORDER  -  SECOND
 CS2683
 CS2683.The horizontal coordinates were established by classical geodetic methods
 CS2683.and adjusted by the National Geodetic Survey in February 1996..
 CS2683
 CS2683.The orthometric height was scaled from a topographic map.
 CS2683
 CS2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2683
 CS2683.The geoid height was determined by GEOID03.
 CS2683
 CS2683;                    North         East     Units Scale Factor Converg.
 CS2683;SPC TXNC     - 2,068,978.735   772,062.270   MT  0.99996373   +0 59 46.2
 CS2683;SPC TXNC     - 6,787,974.40  2,533,007.63   sFT  0.99996373   +0 59 46.2
 CS2683;UTM  14      - 3,573,317.861   719,120.483   MT  1.00019214   +1 14 34.2
 CS2683
 CS2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2683!SPC TXNC     -   0.99998211  x   0.99996373  =   0.99994584
 CS2683!UTM  14      -   0.99998211  x   1.00019214  =   1.00017424
 CS2683
 CS2683:                Primary Azimuth Mark                     Grid Az
 CS2683:SPC TXNC     -  ENNIS TOWER HILL WATER TANK              024 20 41.1
 CS2683:UTM  14      -  ENNIS TOWER HILL WATER TANK              024 05 53.1
 CS2683
 CS2683|---------------------------------------------------------------------|
 CS2683| PID    Reference Object                     Distance      Geod. Az  |
 CS2683|                                                           dddmmss.s |
 CS2683| CS2679 ENNIS TOWER HILL WATER TANK         APPROX. 7.8 KM 0252027.3 |
 CS2683| CS2681 ENNIS TAG CO WATER TANK             APPROX. 7.6 KM 0362628.2 |
 CS2683| CS2677 ENNIS CITY WATER WORKS TANK         APPROX. 7.4 KM 0401200.3 |
 CS2683| CX9671 BARDWELL RM 3                        59.099 METERS 05717     |
 CS2683| CX9669 BARDWELL RM 1                        35.719 METERS 12211     |
 CS2683| CX9668 BARDWELL AZ MK 2                                   2283818.5 |
 CS2683| CX9670 BARDWELL RM 2                        34.702 METERS 23301     |
 CS2683| CX9667 BARDWELL AZ MK                                     2371614.4 |
 CS2683| CX9672 BARDWELL RM 4                        22.090 METERS 33242     |
 CS2683|---------------------------------------------------------------------|
 CS2683
 CS2683                          SUPERSEDED SURVEY CONTROL
 CS2683
 CS2683  NAD 83(1986)-  32 16 30.76923(N)    096 40 24.46751(W) AD(       ) 2
 CS2683  NAD 27      -  32 16 30.24300(N)    096 40 23.49900(W) AD(       ) 2
 CS2683
 CS2683.Superseded values are not recommended for survey control.
 CS2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2683.See file dsdata.txt to determine how the superseded data were derived.
 CS2683
 CS2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1912073318(NAD 83)
 CS2683_MARKER: DS = TRIANGULATION STATION DISK
 CS2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2683
 CS2683  HISTORY     - Date     Condition        Report By
 CS2683  HISTORY     - 1949     MONUMENTED       CGS
 CS2683  HISTORY     - 1970     POOR             NGS
 CS2683  HISTORY     - 20020126 POOR             USPSQD
 CS2683
 CS2683                          STATION DESCRIPTION
 CS2683
 CS2683'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2683'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF ENNIS, ABOUT
 CS2683'2 MILES EAST OF BARDWELL, ALONG STATE HIGHWAY 34.  IT IS 62
 CS2683'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST
 CS2683'OF A WITNESS POST, AND 2 FEET EAST OF A HEDGEROW.  STAMPED
 CS2683'BARDWELL 1949 AND PROJECTS 6 INCHES.
 CS2683'
 CS2683'REFERENCE MARK NO. 1 IS 48 FEET SOUTHEAST OF THE CENTERLINE
 CS2683'OF THE HIGHWAY, AND 2 FEET NORTH OF A POWERPOLE.  STAMPED BARDWELL
 CS2683'NO 1 1949 AND IS SET FLUSH WITH THE GROUND.
 CS2683'
 CS2683'REFERENCE MARK NO. 2 IS 49 FEET NORTHWEST OF THE CENTERLINE
 CS2683'OF THE HIGHWAY, AND 1 FOOT SOUTH OF A TELEPHONE POLE.  STAMPED
 CS2683'BARDWELL NO 2 1949 AND IS SET FLUSH WITH THE GROUND.
 CS2683'
 CS2683'THE AZIMUTH MARK IS ABOUT 0.15 MILE SOUTHWEST OF THE STATION,
 CS2683'71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE,
 CS2683'52 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 31 FEET
 CS2683'NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE
 CS2683'HOUSE, 10 FEET WEST OF THE CENTERLINE OF A FARM DRIVE, 2 FEET
 CS2683'WEST OF A WITNESS POST, AND 1 FOOT NORTH OF A POWER POLE.
 CS2683'STAMPED BARDWELL 1949 AND PROJECTS 4 INCHES.
 CS2683'
 CS2683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 CS2683'AND STATE HIGHWAY 34, AT THE SOUTHWEST EDGE OF THE BUSINESS
 CS2683'DISTRICT IN ENNIS, GO SOUTH AND WEST ON STATE HIGHWAY 34
 CS2683'FOR 5.1 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS2683'
 CS2683'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST
 CS2683'ON THE HIGHWAY FOR 0.15 MILE TO THE MARK ON THE RIGHT AS
 CS2683'DESCRIBED.
 CS2683'
 CS2683'A 74 FOOT SIGNAL AT EMHOUSE IS VISIBLE FROM THE GROUND.
 CS2683'
 CS2683'A 47 FOOT SIGNAL AT HODGE IS VISIBLE AT 64 FEET.
 CS2683'
 CS2683'A 74 FOOT SIGNAL AT LONG IS VISIBLE AT 37 FEET.
 CS2683'
 CS2683'A 100 FOOT SIGNAL AT REAGOR IS VISIBLE AT 37 FEET.
 CS2683'
 CS2683'A 4 FOOT SIGNAL AT CLARK IS VISIBLE AT 64 FEET.
 CS2683'
 CS2683'AN 87 FOOT SIGNAL AT ENNIS 1947 IS VISIBLE FROM THE GROUND.
 CS2683'
 CS2683'AN 87 FOOT SIGNAL AT ALMA 1947 IS VISIBLE AT 64 FEET.
 CS2683'
 CS2683'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2683
 CS2683                          STATION RECOVERY (1970)
 CS2683
 CS2683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CS2683'THE STATION SURFACE MARK WAS FOUND IN POOR CONDITION.  UNDER
 CS2683'GROUND STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK
 CS2683'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 CS2683'FOUND TO BE DESTROYED.  THE SUB-STATION MARK POINT WAS HELD
 CS2683'AND THEN LOWERED IN ITS PRECISE ORIGINAL POSITION AND A
 CS2683'SURFACE STATION MARK SET DIRECTLY OVER THE SUB-MARK.  TWO
 CS2683'NEW REFERENCE MARKS AND A NEW AZIMUTH MARK WERE SET.  A
 CS2683'COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 5 MILES
 CS2683'SOUTHWEST OF ENNIS, ABOUT 2 MILES EAST OF THE VILLAGE OF
 CS2683'BARDWELL, ALONG THE NORTHWEST SIDE OF STATE HIGHWAY 34, AND ON
 CS2683'LAND OWNED BY MR. W.M. FORESTON.
 CS2683'
 CS2683'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 CS2683'STATE HIGHWAY 34 IN ENNIS, GO SOUTH AND WEST ON STATE HIGHWAY
 CS2683'34 FOR 5.05 MILES TO STATION ON THE RIGHT.  CONTINUE ON HIGHWAY
 CS2683'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CS2683'
 CS2683'STATION MARKS ARE STANDARD DISKS, STAMPED BARDWELL 1949 1970.
 CS2683'THE SURFACE DISK IS SET IN A ROUND CONCRETE POST 12 INCHES
 CS2683'IN DIAMETER AND IS FLUSH WITH SURFACE OF GROUND.  IT IS 69
 CS2683'FEET NORTHWEST OF THE HIGHWAY CENTER LINE, AT THE SOUTHEAST
 CS2683'END OF A HEDGE ROW WHICH IS BETWEEN TWO CULTIVATED FIELDS
 CS2683'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 CS2683'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 CS2683'SURFACE OF GROUND.
 CS2683'
 CS2683'REFERENCE MARK NO. 3 A STANDARD DISK, STAMPED BARDWELL 1949
 CS2683'NO 3 1970, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH
 CS2683'WITH SURFACE OF GROUND.  IT IS 60 FEET NORTHWEST OF THE
 CS2683'HIGHWAY CENTER LINE, 1 FOOT SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY
 CS2683'POST, AND 1 FOOT WEST OF A METAL WITNESS POST.
 CS2683'
 CS2683'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED BARDWELL 1949
 CS2683'NO 4 1970, IS SET IN A ROUND CONCRETE POST 12 INCHES IN
 CS2683'DIAMETER AND PROJECTS 8 INCHES ABOVE GROUND.  IT IS 141 FEET
 CS2683'NORTHWEST OF THE HIGHWAY CENTER LINE, IN THE HEDGE ROW BETWEEN
 CS2683'THE TWO FIELDS.
 CS2683'
 CS2683'AZIMUTH MARK, A STANDARD DISK, STAMPED BARDWELL 1949 1970,
 CS2683'IS SET IN A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 CS2683'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 110 FEET SOUTHEAST
 CS2683'OF THE HIGHWAY CENTER LINE, 165 FEET NORTHEAST OF A PRIVATE
 CS2683'DRIVEWAY, 1 FOOT NORTH OF A HIGHWAY RIGHT-OF WAY MARKER,
 CS2683'AND 1 FOOT WEST OF A METAL WITNESS POST.
 CS2683'
 CS2683'NOTE--THE OLD AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE
 CS2683'DESTROYED.
 CS2683'
 CS2683'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CS2683'SOUTHWEST OF ENNIS.
 CS2683
 CS2683                          STATION RECOVERY (2002)
 CS2683
 CS2683'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS2683'DISTURBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1041 ***********************************************************************
 CT1041  DESIGNATION -  BARE
 CT1041  PID         -  CT1041
 CT1041  STATE/COUNTY-  TX/STEPHENS
 CT1041  USGS QUAD   -  GRAND LAKE (1981)
 CT1041
 CT1041                         *CURRENT SURVEY CONTROL
 CT1041  ___________________________________________________________________
 CT1041* NAD 83(1993)-  32 52 24.71673(N)    098 52 06.16456(W)     ADJUSTED  
 CT1041* NAVD 88     -       367.1    (meters)    1204.     (feet)  VERTCON   
 CT1041  ___________________________________________________________________
 CT1041  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CT1041  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 CT1041
 CT1041  HORZ ORDER  -  THIRD
 CT1041  VERT ORDER  -  THIRD ? (See Below)
 CT1041
 CT1041.The horizontal coordinates were established by classical geodetic methods
 CT1041.and adjusted by the National Geodetic Survey in February 1996..
 CT1041
 CT1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1041.The vertical order pertains to the NGVD 29 superseded value.
 CT1041
 CT1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1041
 CT1041.The geoid height was determined by GEOID03.
 CT1041
 CT1041;                    North         East     Units Scale Factor Converg.
 CT1041;SPC TXNC     - 2,133,889.417   565,529.060   MT  0.99987743   -0 12 03.3
 CT1041;SPC TXNC     - 7,000,935.53  1,855,406.59   sFT  0.99987743   -0 12 03.3
 CT1041;UTM  14      - 3,637,274.555   512,312.997   MT  0.99960187   +0 04 17.2
 CT1041
 CT1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1041!SPC TXNC     -   0.99994697  x   0.99987743  =   0.99982440
 CT1041!UTM  14      -   0.99994697  x   0.99960187  =   0.99954886
 CT1041
 CT1041:                Primary Azimuth Mark                     Grid Az
 CT1041:SPC TXNC     -  BRECKENRIDGE TANK                        189 34 17.7
 CT1041:UTM  14      -  BRECKENRIDGE TANK                        189 17 57.2
 CT1041
 CT1041|---------------------------------------------------------------------|
 CT1041| PID    Reference Object                     Distance      Geod. Az  |
 CT1041|                                                           dddmmss.s |
 CT1041| CT1042 BRECKENRIDGE TANK                   APPROX.12.7 KM 1892214.4 |
 CT1041| CT1044 LITTLE CONE ET                      APPROX.11.2 KM 2601851.2 |
 CT1041|---------------------------------------------------------------------|
 CT1041
 CT1041                          SUPERSEDED SURVEY CONTROL
 CT1041
 CT1041  NAD 83(1993)-  32 52 24.71673(N)    098 52 06.15831(W) AD(       ) 3
 CT1041  NAD 83(1986)-  32 52 24.71447(N)    098 52 06.15974(W) AD(       ) 3
 CT1041  NAD 27      -  32 52 24.29276(N)    098 52 04.90350(W) AD(       ) 3
 CT1041  NGVD 29 (07/19/86)  367.1    (m)         1204.     (f) LEVELING    3  
 CT1041
 CT1041.Superseded values are not recommended for survey control.
 CT1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1041.See file dsdata.txt to determine how the superseded data were derived.
 CT1041
 CT1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB1231337275(NAD 83)
 CT1041_MARKER: DD = SURVEY DISK
 CT1041_SETTING: 0 = UNSPECIFIED SETTING
 CT1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1041
 CT1041  HISTORY     - Date     Condition        Report By
 CT1041  HISTORY     - 1955     MONUMENTED       USGS
 CT1041
 CT1041                          STATION DESCRIPTION
 CT1041
 CT1041'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CT1041'ABOUT 2 MI. S. OF AND 2 MI. E. OF CRYSTAL FALLS, ON A BARE KNOB.
 CT1041'STATION IS ON HIGHEST POINT OF TOP.
 CT1041'
 CT1041'TO REACH FROM BRECKENRIDGE AT THE JUNCTION OF U.S. HIGHWAYS 180 AND
 CT1041'183, DRIVE N. ALONG U.S. HIGHWAY 183 5.5 MI. TO THE INTERSECTION WITH
 CT1041'FARM ROAD 578, PROCEED N. ALONG FARM ROAD 578 4.8 MI. TO CROSSROADS AT
 CT1041'CRYSTAL FALLS, GO E. ALONG DIRT RD. 3.2 MI. TO T-FENCE ON S. SIDE OF
 CT1041'RD., ENTER GATE AT T-FENCE AND PROCEED S. 0.2 MI. TO LONE BARE KNOB
 CT1041'AND STATION.  ON PROPERTY OWNED BY MR. TRUMAN ROBINSON.
 CT1041'
 CT1041'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 6 IN.
 CT1041'ABOVE GROUND, STAMPED ---BARE 1955---.
 CT1041'
 CT1041'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE DISK STAMPED ---BARE
 CT1041'RM. NO. 1---, SET IN CONCRETE POST PROJECTING 3 IN. ABOVE GROUND,
 CT1041'57.61 FT. FROM STATION MARK, N 05 DEG 58 MIN W.
 CT1041'
 CT1041'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE DISK STAMPED ---BARE
 CT1041'RM. NO. 2---, SET IN CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND,
 CT1041'36.50 FT. FROM STATION MARK, S 67 DEG 48 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1034 ***********************************************************************
 CU1034  DESIGNATION -  BARELY
 CU1034  PID         -  CU1034
 CU1034  STATE/COUNTY-  TX/SCURRY
 CU1034  USGS QUAD   -  BRAND (1954)
 CU1034
 CU1034                         *CURRENT SURVEY CONTROL
 CU1034  ___________________________________________________________________
 CU1034* NAD 83(1993)-  32 46 38.93924(N)    100 54 29.40703(W)     ADJUSTED  
 CU1034* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 CU1034  ___________________________________________________________________
 CU1034  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 CU1034  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CU1034
 CU1034  HORZ ORDER  -  SECOND
 CU1034
 CU1034.The horizontal coordinates were established by classical geodetic methods
 CU1034.and adjusted by the National Geodetic Survey in February 1996..
 CU1034
 CU1034.The orthometric height was scaled from a topographic map.
 CU1034
 CU1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1034
 CU1034.The geoid height was determined by GEOID03.
 CU1034
 CU1034;                    North         East     Units Scale Factor Converg.
 CU1034;SPC TXNC     - 2,125,763.741   374,431.611   MT  0.99988400   -1 18 48.2
 CU1034;SPC TXNC     - 6,974,276.54  1,228,447.71   sFT  0.99988400   -1 18 48.2
 CU1034;UTM  14      - 3,628,230.598   321,286.959   MT  0.99999383   -1 01 59.9
 CU1034
 CU1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1034!SPC TXNC     -   0.99988450  x   0.99988400  =   0.99976852
 CU1034!UTM  14      -   0.99988450  x   0.99999383  =   0.99987833
 CU1034
 CU1034:                Primary Azimuth Mark                     Grid Az
 CU1034:SPC TXNC     -  SNYDER FAA MICROWAVE                     089 59 56.1
 CU1034:UTM  14      -  SNYDER FAA MICROWAVE                     089 43 07.8
 CU1034
 CU1034|---------------------------------------------------------------------|
 CU1034| PID    Reference Object                     Distance      Geod. Az  |
 CU1034|                                                           dddmmss.s |
 CU1034| CU1033 SNYDER FAA MICROWAVE                APPROX. 1.7 KM 0884107.9 |
 CU1034| CX7551 BARELY RM 1                          10.647 METERS 08858     |
 CU1034| CU1021 SNYDER E MUN TANK                   APPROX. 6.7 KM 1693524.7 |
 CU1034| CU1023 SNYDER BELL TEL CO MICROWAVE        APPROX. 4.3 KM 1722720.6 |
 CU1034| CU1022 SNYDER STATE HWY MAST               APPROX. 6.9 KM 1725327.7 |
 CU1034| CU1024 SNYDER N MUN TANK                   APPROX. 4.5 KM 1912344.6 |
 CU1034| CU1025 SNYDER S MUN TANK                   APPROX. 7.7 KM 1931649.9 |
 CU1034| CU1027 SNYDER SW MUN TANK                  APPROX. 8.9 KM 2002026.0 |
 CU1034| CU1026 SNYDER RAD STA KNSY MAST            APPROX. 6.6 KM 2052133.9 |
 CU1034| CU1038 SNYDER SUNRAY OIL CO STACK          APPROX. 5.5 KM 2385834.8 |
 CU1034| CX7552 BARELY RM 2                           9.256 METERS 27116     |
 CU1034| CU1039 SNYDER HALLIBURTON CO MAST          APPROX. 5.2 KM 2872824.7 |
 CU1034|---------------------------------------------------------------------|
 CU1034
 CU1034                          SUPERSEDED SURVEY CONTROL
 CU1034
 CU1034  NAD 83(1993)-  32 46 38.94445(N)    100 54 29.39808(W) AD(       ) 2
 CU1034  NAD 83(1986)-  32 46 38.94453(N)    100 54 29.39785(W) AD(       ) 2
 CU1034  NAD 27      -  32 46 38.55953(N)    100 54 27.97023(W) AD(       ) 2
 CU1034
 CU1034.Superseded values are not recommended for survey control.
 CU1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1034.See file dsdata.txt to determine how the superseded data were derived.
 CU1034
 CU1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2128728231(NAD 83)
 CU1034_MARKER: DS = TRIANGULATION STATION DISK
 CU1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1034_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1034
 CU1034  HISTORY     - Date     Condition        Report By
 CU1034  HISTORY     - 1968     MONUMENTED       CGS
 CU1034
 CU1034                          STATION DESCRIPTION
 CU1034
 CU1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1034'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF HERMLEIGH,
 CU1034'4 MILES NORTH OF SNYDER AND 1/2 MILE EAST OF STATE HIGHWAY 208,
 CU1034'ON COUNTY ROAD RIGHT-OF-WAY.
 CU1034'
 CU1034'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84
 CU1034'BYPASS AND STATE HIGHWAY 208 ON THE NORTH EDGE OF SNYDER, GO
 CU1034'NORTH ON STATE HIGHWAY 208 FOR 2.6 MILES TO A GRAVELED ROAD
 CU1034'ON THE LEFT AND AN ASPHALT ROAD ON THE RIGHT.  TURN RIGHT, EAST,
 CU1034'ON THE ASPHALT ROAD FOR 0.6 MILE TO THE STATION ON THE LEFT.
 CU1034'
 CU1034'THE STATION MARK IS A STANDARD DISK, STAMPED BARELY 1968, SET IN
 CU1034'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 10 INCHES IN
 CU1034'DIAMETER AND PROJECTS 3 INCHES.  IT IS 37 FEET NORTH OF THE
 CU1034'CENTER OF THE ASPHALT ROAD, 5 FEET WEST-NORTHWEST OF A METAL
 CU1034'WITNESS POST AND 2.5 FEET SOUTH OF A FENCE.
 CU1034'
 CU1034'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BARELY NO 1 1968,
 CU1034'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 10 INCHES IN
 CU1034'DIAMETER AND PROJECTS 3 INCHES.  IT IS 37 FEET NORTH OF THE
 CU1034'CENTER OF THE ASPHALT ROAD, 30 FEET EAST OF THE METAL WITNESS
 CU1034'POST AND 2 FEET SOUTH OF THE FENCE.
 CU1034'
 CU1034'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BARELY NO 2 1968,
 CU1034'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 10 INCHES
 CU1034'IN DIAMETER AND PROJECTS 2 INCHES.  IT IS 37 FEET NORTH OF THE
 CU1034'CENTER OF THE ASPHALT ROAD, 35 FEET WEST OF THE METAL WITNESS
 CU1034'POST AND 2.5 FEET SOUTH OF THE FENCE.
 CU1034'
 CU1034'NO AZIMUTH MARK WAS ESTABLISHED FOR THE STATION, BUT THE SNYDER,
 CU1034'FAA MICROWAVE MAY SERVE AS THE AZIMUTH.
 CU1034'
 CU1034'NOT FEASIBLE TO MEASURE BETWEEN THE REFERENCE MARKS AS THEY ARE
 CU1034'NEARLY 180 DEGREES FROM THE STATION AND THE LEGS OF THE STAND ARE
 CU1034'ON LINE.
 CU1034'
 CU1034'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2272 ***********************************************************************
 AN2272  DESIGNATION -  BARGO
 AN2272  PID         -  AN2272
 AN2272  STATE/COUNTY-  TX/CALHOUN
 AN2272  USGS QUAD   -  PORT O'CONNOR (1973)
 AN2272
 AN2272                         *CURRENT SURVEY CONTROL
 AN2272  ___________________________________________________________________
 AN2272* NAD 83(1993)-  28 29 53.37413(N)    096 27 44.45627(W)     ADJUSTED  
 AN2272* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AN2272  ___________________________________________________________________
 AN2272  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AN2272  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN2272
 AN2272  HORZ ORDER  -  SECOND
 AN2272
 AN2272.The horizontal coordinates were established by classical geodetic methods
 AN2272.and adjusted by the National Geodetic Survey in February 1996..
 AN2272
 AN2272.The orthometric height was scaled from a topographic map.
 AN2272
 AN2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2272
 AN2272.The geoid height was determined by GEOID03.
 AN2272
 AN2272;                    North         East     Units Scale Factor Converg.
 AN2272;SPC TXSC     - 4,076,378.289   848,423.595   MT  0.99996902   +1 14 35.6
 AN2272;SPC TXSC     -13,373,917.77  2,783,536.41   sFT  0.99996902   +1 14 35.6
 AN2272;UTM  14      - 3,155,013.748   748,395.958   MT  1.00036154   +1 12 41.1
 AN2272
 AN2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2272!SPC TXSC     -   1.00000360  x   0.99996902  =   0.99997262
 AN2272!UTM  14      -   1.00000360  x   1.00036154  =   1.00036514
 AN2272
 AN2272:                Primary Azimuth Mark                     Grid Az
 AN2272:SPC TXSC     -  CARLOS                                   128 40 04.1
 AN2272:UTM  14      -  CARLOS                                   128 41 58.6
 AN2272
 AN2272|---------------------------------------------------------------------|
 AN2272| PID    Reference Object                     Distance      Geod. Az  |
 AN2272|                                                           dddmmss.s |
 AN2272| AN2276 CARLOS                              APPROX. 5.2 KM 1295439.7 |
 AN2272| CV5982 BARGO RM 1                           31.410 METERS 18432     |
 AN2272| CV5983 BARGO RM 2                           26.810 METERS 30156     |
 AN2272|---------------------------------------------------------------------|
 AN2272
 AN2272                          SUPERSEDED SURVEY CONTROL
 AN2272
 AN2272  NAD 83(1986)-  28 29 53.38041(N)    096 27 44.44018(W) AD(       ) 2
 AN2272  NAD 27      -  28 29 52.37700(N)    096 27 43.53200(W) AD(       ) 2
 AN2272
 AN2272.Superseded values are not recommended for survey control.
 AN2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2272.See file dsdata.txt to determine how the superseded data were derived.
 AN2272
 AN2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4839655014(NAD 83)
 AN2272_MARKER: DS = TRIANGULATION STATION DISK
 AN2272_SETTING: 0 = UNSPECIFIED SETTING
 AN2272
 AN2272  HISTORY     - Date     Condition        Report By
 AN2272  HISTORY     - 1934     MONUMENTED       CGS
 AN2272  HISTORY     - 1938     GOOD             WESGEO
 AN2272  HISTORY     - 1944     GOOD             USE
 AN2272  HISTORY     - 1948     GOOD             CGS
 AN2272  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2272  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2272
 AN2272                          STATION DESCRIPTION
 AN2272
 AN2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2272'STATION IS LOCATED ON THE W SHORE OF MATAGORDA BAY, ABOUT
 AN2272'14 MILES SE FROM PORT LAVACA, ABOUT 6 MILES SE FROM MAGNOLIA
 AN2272'BEACH, ABOUT 1.5 MILES SE FROM THE MOUTH OF POWDERHORN BAYOU,
 AN2272'60 METERS SW FROM HIGH-WATER LINE OF BAY, AND SET IN A CLEARING
 AN2272'OF ABOUT AN ACRE SURROUNDED BY SALT CEDARS AND SCRUB OAK.
 AN2272'
 AN2272'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2272'SET IN CONCRETE.
 AN2272'
 AN2272'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN--PORT LAVACA,
 AN2272'WATER TANK, 302 DEG 30 MIN.  WHITE BARN ON MOODY RANCH (4 MILES
 AN2272'DISTANT), 171 DEG.  AND WHITE HOUSE (5 MILES DISTANT), 287 DEG
 AN2272'30 MIN.
 AN2272'
 AN2272'HEIGHT OF LIGHT ABOVE STATION MARK - 7.7 METERS.
 AN2272
 AN2272                          STATION RECOVERY (1938)
 AN2272
 AN2272'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2272'RECOVERED AS DESCRIBED.
 AN2272
 AN2272                          STATION RECOVERY (1944)
 AN2272
 AN2272'RECOVERY NOTE BY US ENGINEERS 1944 (CBB)
 AN2272'SURFACE STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 AN2272'CONDITION.  A CONCRETE RANCH HOUSE, AT PRESENT UNOCCUPIED,
 AN2272'HAS BEEN BUILT AT THE SITE, REFERENCE MARK 1 BEING SE OF
 AN2272'HOUSE, MAIN STATION NE OF HOUSE, AND REFERENCE MARK 2 N OF
 AN2272'HOUSE.
 AN2272
 AN2272                          STATION RECOVERY (1948)
 AN2272
 AN2272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2272'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 AN2272'GOOD CONDITION.
 AN2272
 AN2272                          STATION RECOVERY (1969)
 AN2272
 AN2272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2272'STATION SITE WAS VISITED AND THE STATION MARK, UNDERGROUND
 AN2272'MARK AND REFERENCE MARK NO. 2 WERE FOUND DESTROYED BY HIGH
 AN2272'WATER.  POST WITH DISKS LYING ON SURFACE OF BEACH.  REFERENCE
 AN2272'MARK NO. 1, REPORTED AS BEING SOUTHEAST OF CONCRETE HOUSE IN
 AN2272'1944 COULD NOT BE FOUND AND IS PROBABLY COVERED WITH THICK
 AN2272'GRASS IN LAWN TO SOUTHEAST OF HOUSE.  THE STATION SITE IS
 AN2272'ON THE POWDERHORN RANCH, OWNED BY MR. LEROY DENNMAN OF SAN
 AN2272'ANTONIO AND JUST NORTH OF LONG CONCRETE SUMMER HOUSE THAT
 AN2272'IS EAST OF TANK, WINDMILL AND SHINGLE HOUSE.  MR. J.C. BROWN,
 AN2272'FORMAN, TOOK THIS PARTY TO THE STATION SITE.  HE LIVES NEAR
 AN2272'PORT O CONNOR, PHONE NUMBER 2651 AND MUST BE CONTACTED
 AN2272'BEFORE PROPERTY IS ENTERED.  STATION IS LOST.
 AN2272'
 AN2272'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 AN2272'NORTHWEST OF PORT O CONNOR
 AN2272
 AN2272                          STATION RECOVERY (1998)
 AN2272
 AN2272'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0680 ***********************************************************************
 BN0680  DESIGNATION -  BARKER
 BN0680  PID         -  BN0680
 BN0680  STATE/COUNTY-  TX/LLANO
 BN0680  USGS QUAD   -  INDIAN HILLS (1956)
 BN0680
 BN0680                         *CURRENT SURVEY CONTROL
 BN0680  ___________________________________________________________________
 BN0680* NAD 83(1993)-  30 52 47.14738(N)    098 32 35.04610(W)     ADJUSTED  
 BN0680* NAVD 88     -       490.     (meters)    1608.     (feet)  SCALED    
 BN0680  ___________________________________________________________________
 BN0680  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 BN0680  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 BN0680
 BN0680  HORZ ORDER  -  FIRST
 BN0680
 BN0680.The horizontal coordinates were established by classical geodetic methods
 BN0680.and adjusted by the National Geodetic Survey in February 1996..
 BN0680
 BN0680.The orthometric height was scaled from a topographic map.
 BN0680
 BN0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0680
 BN0680.The geoid height was determined by GEOID03.
 BN0680
 BN0680;                    North         East     Units Scale Factor Converg.
 BN0680;SPC TX C     - 3,135,855.046   871,164.837   MT  0.99988398   +0 55 19.5
 BN0680;SPC TX C     -10,288,217.76  2,858,146.64   sFT  0.99988398   +0 55 19.5
 BN0680;UTM  14      - 3,416,366.182   543,676.320   MT  0.99962353   +0 14 04.3
 BN0680
 BN0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0680!SPC TX C     -   0.99992679  x   0.99988398  =   0.99981078
 BN0680!UTM  14      -   0.99992679  x   0.99962353  =   0.99955035
 BN0680
 BN0680|---------------------------------------------------------------------|
 BN0680| PID    Reference Object                     Distance      Geod. Az  |
 BN0680|                                                           dddmmss.s |
 BN0680| CV3717 BARKER RM 1                          35.339 METERS 07729     |
 BN0680| BN0602 BUCHANAN DAM RADIO MAST             APPROX.18.9 KM 1404001.5 |
 BN0680| CV3718 BARKER RM 2                          27.707 METERS 20535     |
 BN0680| CV3716 BARKER AZ MK                                       3111431.7 |
 BN0680| CV3719 BARKER RM 3                          34.604 METERS 31728     |
 BN0680|---------------------------------------------------------------------|
 BN0680
 BN0680                          SUPERSEDED SURVEY CONTROL
 BN0680
 BN0680  NAD 83(1986)-  30 52 47.15813(N)    098 32 35.03187(W) AD(       ) 1
 BN0680  NAD 27      -  30 52 46.52800(N)    098 32 33.90700(W) AD(       ) 1
 BN0680
 BN0680.Superseded values are not recommended for survey control.
 BN0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0680.See file dsdata.txt to determine how the superseded data were derived.
 BN0680
 BN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV4367616366(NAD 83)
 BN0680_MARKER: DS = TRIANGULATION STATION DISK
 BN0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0680
 BN0680  HISTORY     - Date     Condition        Report By
 BN0680  HISTORY     - 1935     MONUMENTED       CGS
 BN0680  HISTORY     - 1937     GOOD             TXHD
 BN0680  HISTORY     - 1956     GOOD             CGS
 BN0680  HISTORY     - 1956     GOOD             USGS
 BN0680
 BN0680                          STATION DESCRIPTION
 BN0680
 BN0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0680'STATION IS ON THE LAND OF MISS BERTIE EVERETTS, 12 MILES NE
 BN0680'OF LLANO, 12.5 MILES SE OF CHEROKEE, ON TOP OF HILL KNOWN
 BN0680'AS BARKER HILL.  STATION IS ON THE HIGHEST PART OF HILL
 BN0680'29.5 FEET SSE OF BLAZE ON OAK TREE.
 BN0680'
 BN0680'STATION MARK IS A STANDARD BRONZE DISK SET IN A 28-INCH
 BN0680'SQUARE CONCRETE BLOCK SET ABOUT 2 INCHES BELOW THE SURFACE
 BN0680'OF THE GROUND.
 BN0680'
 BN0680'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BN0680'SET IN CONCRETE.
 BN0680'
 BN0680'REFERENCE MARK NO. 1 IS 35.303 METERS (115.84 FEET) E OF THE
 BN0680'STATION.  MARK PROJECTS 10 INCHES.
 BN0680'
 BN0680'REFERENCE MARK NO. 2 IS 27.688 METERS (90.85 FEET) SW OF
 BN0680'THE STATION.  MARK PROJECTS 12 INCHES.
 BN0680'
 BN0680'REFERENCE MARK NO. 3 IS 34.564 METERS (113.40 FEET) NW OF THE
 BN0680'STATION.  MARK PROJECTS 8 INCHES.
 BN0680'
 BN0680'TO REACH FROM THE METHODIST CHURCH IN CHEROKEE.  GO S ON STATE
 BN0680'HIGHWAY 81 FOR 9.0 MILES, OR FOR 1.4 MILES AFTER PASSING
 BN0680'BABY HEAD SCHOOL ON LEFT, TURN LEFT (E) THROUGH CATTLE GUARD
 BN0680'AT CHURCH ON LEFT FOR 4.05 MILES, THEN TURN RIGHT S THROUGH
 BN0680'CATTLE GUARD, AND GO S AND E 1.6 MILES, THEN GO THROUGH CATTLE
 BN0680'GUARD AND TURN RIGHT (S) FOR 0.65 MILE, THEN TAKE T-ROAD
 BN0680'LEFT (E) THROUGH CATTLE GUARD FOR 1.25 MILES, THEN KEEP
 BN0680'STRAIGHT AHEAD THROUGH CATTLE GUARD FOR 2.95 MILES OR FOR
 BN0680'0.7 MILE AFTER PASSING CAMP, THEN TAKE DIM RIGHT FORK JUST
 BN0680'BEFORE CURVE TO LEFT AND FOLLOW FOR 0.6 MILE, THEN TAKE DIM
 BN0680'RIGHT FORK UP HILL AT TRIANGULAR BLAZED TREE ON LEFT FOR
 BN0680'0.1 MILE TO TOP OF HILL AND TRIANGULAR BLAZED TREE AND THE
 BN0680'STATION.
 BN0680'
 BN0680'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BN0680
 BN0680                          STATION RECOVERY (1937)
 BN0680
 BN0680'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0680'DESCRIPTION GOOD, BUT CAMP IS DESTROYED.  SURFACE MARK IN
 BN0680'GOOD CONDITION.
 BN0680
 BN0680                          STATION RECOVERY (1956)
 BN0680
 BN0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0680'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 BN0680'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE GENERAL
 BN0680'DESCRIPTION OF THE STATION IS CORRECT AND ADEQUATE.  THE
 BN0680'PROPERTY IS NOW OWNED BY MR. T.M. ALLEN.  A NEW AZIMUTH MARK
 BN0680'WAS ESTABLISHED.  BECAUSE OF ROAD CHANGES, A NEW DESCRIPTION
 BN0680'TO REACH THE STATION IS NECESSARY.
 BN0680'
 BN0680'TO REACH THE STATION FROM THE POST OFFICE IN LONE GROVE,
 BN0680'GO NORTHERLY ON FARM ROAD 2241 FOR 0.3 MILE TO A SIDE ROAD
 BN0680'ON THE LEFT AND A CHURCH ON THE RIGHT, TURN LEFT ON THE SIDE
 BN0680'ROAD AND GO NORTH FOR 1.9 MILES TO A SIDE ROAD ON THE RIGHT,
 BN0680'TURN RIGHT, CROSSING A CATTLE GUARD, AND GO NORTHEASTERLY
 BN0680'FOR 3.3 MILES TO AN OLD TIN ROOFED HOUSE ON THE LEFT, CONTINUE
 BN0680'ON THE GRADED ROAD FOR 0.75 MILE TO A TRACK ROAD ON THE RIGHT
 BN0680'(FROM THIS POINT, CONTINUE ON THE GRADED ROAD FOR 0.1 MILE
 BN0680'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED), TURN RIGHT
 BN0680'ON THE TRACK ROAD AND GO 0.6 MILE TO A DIM FORK ON THE
 BN0680'RIGHT, TAKE THE RIGHT ROAD AND GO 0.05 MILE TO THE HIGHEST
 BN0680'POINT OF THE HILL AND THE STATION.
 BN0680'
 BN0680'THE AZIMUTH MARK IS 28 FEET SOUTHWEST OF THE CENTER OF THE
 BN0680'GRADED ROAD AND 5 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE
 BN0680'WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 BN0680'STAMPED BARKER 1956.
 BN0680'
 BN0680'HEIGHT OF LIGHT PLATE - 23 METERS.
 BN0680
 BN0680                          STATION RECOVERY (1956)
 BN0680
 BN0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BN0680'ALL MARKS FOUND IN GOOD CONDITION.  ORIGINAL DIRECTIONS
 BN0680'TO STATION ARE OBSOLETE.  STATION IS MOST EASILY REACHED
 BN0680'FROM LLANO.  FROM THE COURTHOUSE AT LLANO GO 0.8 MILES NORTH
 BN0680'ON STATE HIGHWAY 16, THEN EAST FOR 1.5 MILES ON STATE HIGHWAY
 BN0680'29, AND NE FOR 5.9 MILES ON FARM TO MARKET ROAD 2241 TO THE
 BN0680'LONE GROVE COMMUNITY CENTER AT LONE GROVE.  TAKE THE GRADED
 BN0680'GRAVELED ROAD NORTH FOR 2.0 MILE TO A ROAD FORK.  TAKE THE
 BN0680'RIGHT HAND ROAD AND FOLLOW THE MAIN ROAD NE AND NORTH FOR
 BN0680'4.1 MILE TO THE TOP OF AN ESCARPMENT.  THEN FOLLOW A DIM
 BN0680'TRACK ROAD EAST FOR 0.6 MILE TO THE HIGHEST POINT IN
 BN0680'VICINITY AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0265 ***********************************************************************
 AW0265  DESIGNATION -  BARKER 2
 AW0265  PID         -  AW0265
 AW0265  STATE/COUNTY-  TX/HARRIS
 AW0265  USGS QUAD   -  ADDICKS (1995)
 AW0265
 AW0265                         *CURRENT SURVEY CONTROL
 AW0265  ___________________________________________________________________
 AW0265* NAD 83(1993)-  29 47 07.70317(N)    095 42 53.11239(W)     ADJUSTED  
 AW0265* NAVD 88     -        35.17   (+/-2cm)     115.4    (feet)  VERTCON   
 AW0265  ___________________________________________________________________
 AW0265  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW0265  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW0265  OBS GRAVITY -     979,278.6   (mgal)                       GRAV_OBS
 AW0265
 AW0265  HORZ ORDER  -  FIRST
 AW0265  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0265
 AW0265.The horizontal coordinates were established by classical geodetic methods
 AW0265.and adjusted by the National Geodetic Survey in February 1996..
 AW0265
 AW0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0265.The vertical order pertains to the NGVD 29 superseded value.
 AW0265
 AW0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0265
 AW0265.The geoid height was determined by GEOID03.
 AW0265.The observed gravity was obtained from relative gravimeter ties
 AW0265.to the IGSN71 gravity network.
 AW0265
 AW0265;                    North         East     Units Scale Factor Converg.
 AW0265;SPC TXSC     - 4,220,811.601   917,585.349   MT  0.99989406   +1 36 34.1
 AW0265;SPC TXSC     -13,847,779.39  3,010,444.60   sFT  0.99989406   +1 36 34.1
 AW0265;UTM  15      - 3,298,104.433   237,556.896   MT  1.00044990   -1 20 57.6
 AW0265
 AW0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0265!SPC TXSC     -   0.99999881  x   0.99989406  =   0.99989287
 AW0265!UTM  15      -   0.99999881  x   1.00044990  =   1.00044871
 AW0265
 AW0265:                Primary Azimuth Mark                     Grid Az
 AW0265:SPC TXSC     -  Z 1148                                   089 05 54.9
 AW0265:UTM  15      -  Z 1148                                   092 03 26.6
 AW0265
 AW0265|---------------------------------------------------------------------|
 AW0265| PID    Reference Object                     Distance      Geod. Az  |
 AW0265|                                                           dddmmss.s |
 AW0265| AW0267 Z 1148                                             0904229.0 |
 AW0265| CV5986 BARKER 2 RM 3                        21.411 METERS 15842     |
 AW0265| AW0266 BARKER 2 RM 4                        24.717 METERS 26959     |
 AW0265|---------------------------------------------------------------------|
 AW0265
 AW0265                          SUPERSEDED SURVEY CONTROL
 AW0265
 AW0265  NAD 83(1986)-  29 47 07.71791(N)    095 42 53.09462(W) AD(       ) 1
 AW0265  NAD 27      -  29 47 06.89314(N)    095 42 52.28382(W) AD(       ) 1
 AW0265  NGVD 29 (??/??/92)   35.161  (m)          115.36   (f) ADJ UNCH    1 1
 AW0265
 AW0265.Superseded values are not recommended for survey control.
 AW0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0265.See file dsdata.txt to determine how the superseded data were derived.
 AW0265
 AW0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3755798104(NAD 83)
 AW0265_MARKER: DS = TRIANGULATION STATION DISK
 AW0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0265_STAMPING: BARKER 2 1968
 AW0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0265+STABILITY: SURFACE MOTION
 AW0265
 AW0265  HISTORY     - Date     Condition        Report By
 AW0265  HISTORY     - 1968     MONUMENTED       CGS
 AW0265  HISTORY     - 1973     GOOD             NGS
 AW0265  HISTORY     - 1973     GOOD             NGS
 AW0265  HISTORY     - 1976     GOOD             NGS
 AW0265  HISTORY     - 1976     GOOD             NGS
 AW0265  HISTORY     - 1978     GOOD             NGS
 AW0265  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0265  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0265  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW0265
 AW0265                          STATION DESCRIPTION
 AW0265
 AW0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0265'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF KATY, 4-1/2 MILES
 AW0265'WEST OF ADDICKS AND ON ROAD RIGHT-OF-WAY.
 AW0265'
 AW0265'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 10 CROSSES OVER
 AW0265'FARM ROAD 1960 WHICH IS JUST NORTHWEST OF THE POST OFFICE IN
 AW0265'ADDICKS, GO WEST ON THE ACCESS ROAD ALONG THE THE NORTH SIDE OF
 AW0265'INTERSTATE HIGHWAY 10 FOR 3.55 MILES TO BM Z 1148 ON THE RIGHT.
 AW0265'CONTINUE WEST ON THE ACCESS ROAD FOR 0.75 MILE TO THE STATION ON
 AW0265'THE RIGHT AND THE FRY ROAD EXIT FROM INTERSTATE HIGHWAY 10 ON THE
 AW0265'LEFT.
 AW0265'
 AW0265'THE STATION MARK IS A STANDARD DISK STAMPED BARKER 2 1968, SET IN THE
 AW0265'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW0265'4 INCHES ABOVE THE GROUND.  IT IS 71 FEET NORTHEAST OF A METAL
 AW0265'SIGN WHICH READS YIELD, 69.4 FEET NORTH-NORTHWEST OF A METAL SIGN
 AW0265'WHICH READS DO NOT ENTER RAMP, 47 FEET NORTH OF THE CENTER OF THE
 AW0265'ACCESS ROAD, 36.6 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD
 AW0265'TRACK AND 4.3 FEET SOUTHWEST OF A METAL WITNESS POST.
 AW0265'
 AW0265'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BARKER 2 NO 3 1968, SET
 AW0265'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW0265'THE GROUND.  IT IS 20 FEET NORTH OF THE CENTER OF THE EXIT ROAD,
 AW0265'18 FEET SOUTH OF THE CENTER OF THE ACCESS ROAD AND 2.7 FEET EAST
 AW0265'OF THE METAL SIGN WHICH READS DO NOT ENTER RAMP.
 AW0265'
 AW0265'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BARKER 2 NO 4 1968, SET
 AW0265'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW0265'4 INCHES ABOVE THE GROUND.  IT IS 47 FEET NORTH OF THE CENTER OF
 AW0265'THE ACCESS ROAD, 36 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 AW0265'TRACK AND 1.5 FEET EAST OF A METAL WITNESS POST.
 AW0265'
 AW0265'BM Z 1148 IS A STANDARD BENCH MARK DISK STAMPED Z1148 1959,
 AW0265'CEMENTED IN A DRILL HOLE IN THE EAST END OF A CONCRETE CULVERT
 AW0265'HEADWALL.  IT IS 18.5 FEET NORTH OF THE CENTER OF THE ACCESS ROAD
 AW0265'AND 0.8 OF A FOOT WEST OF A METAL POST WITH REFLECTORS ON THE TOP.
 AW0265'
 AW0265'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 AW0265
 AW0265                          STATION RECOVERY (1973)
 AW0265
 AW0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFD)
 AW0265'THE STATION MARK AND RM 4 WERE FOUND IN GOOD CONDITION.  RM 2 AND THE
 AW0265'AZ MARK WERE NOT FOUND AT THIS TIME.
 AW0265'
 AW0265'TO REACH THE STATION GO ABOUT 4.15 MILES WEST ALONG THE
 AW0265'MISSOURI-KANSAS AND TEXAS RAILROAD FROM THE OVERPASS OVER STATE
 AW0265'HIGHWAY 6 AT ADDICKS, 37.2 FEET SOUTH OF THE SOUTH RAIL, 47 FEET
 AW0265'NORTH OF THE CENTER LINE OF OLD HIGHWAY 90, 81.2 FEET EAST OF
 AW0265'BARKER 2 RM 4, 4 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 0.2
 AW0265'MILE EAST OF FRY ROAD LEADING NORTH, ABOUT 2 FEET BELOW THE
 AW0265'LEVEL OF THE TRACKS AND SET IN THE TOP OF A CONCRETE POST
 AW0265'PROJECTING 0.2 FOOT.  THE STATION MARK IS STAMPED BARKER 2
 AW0265'1968.
 AW0265'
 AW0265'BARKER 2 RM 4 IS 81.2 FEET WEST OF THE STATION MARK, 32.9 FEET SOUTH
 AW0265'OF THE SOUTH RAIL OF MISSOURI-KANSAS AND TEXAS RAILROAD TRACK, 47
 AW0265'FEET NORTH OF THE CENTER LINE OF OLD HIGHWAY 90, 1.7 FEET EAST OF
 AW0265'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK
 AW0265'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AW0265'
 AW0265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.15 MILES WEST
 AW0265'OF ADDICKS, TEXAS.
 AW0265
 AW0265                          STATION RECOVERY (1973)
 AW0265
 AW0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0265'4.15 MI W FROM ADDICKS.
 AW0265'ABOUT 4.15 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0265'THE CENTER OF THE RAILROAD OVERPASS, ABOUT 0.2 MILE EAST OF FRY RD.,
 AW0265'47 FEET NORTH OF THE CENTER LINE OF OLD US HIGHWAY 90, 37.2 FEET SOUTH
 AW0265'OF THE SOUTH RAIL, 81.2 FEET EAST OF BARKER 2 RM 4, 4 FEET SOUTHWEST
 AW0265'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS,
 AW0265'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AW0265
 AW0265                          STATION RECOVERY (1976)
 AW0265
 AW0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0265'RECOVERED IN GOOD CONDITION.
 AW0265
 AW0265                          STATION RECOVERY (1976)
 AW0265
 AW0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0265'RECOVERED IN GOOD CONDITION.
 AW0265
 AW0265                          STATION RECOVERY (1978)
 AW0265
 AW0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0265'RECOVERED IN GOOD CONDITION.
 AW0265
 AW0265                          STATION RECOVERY (1986)
 AW0265
 AW0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0265'MARK NOT FOUND.
 AW0265
 AW0265                          STATION RECOVERY (1987)
 AW0265
 AW0265'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0265'MARK NOT FOUND.
 AW0265
 AW0265                          STATION RECOVERY (1995)
 AW0265
 AW0265'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0266 ***********************************************************************
 AW0266  DESIGNATION -  BARKER 2 RM 4
 AW0266  PID         -  AW0266
 AW0266  STATE/COUNTY-  TX/HARRIS
 AW0266  USGS QUAD   -  ADDICKS (1995)
 AW0266
 AW0266                         *CURRENT SURVEY CONTROL
 AW0266  ___________________________________________________________________
 AW0266* NAD 83(1986)-  29 47 09.     (N)    095 42 53.     (W)     SCALED    
 AW0266* NAVD 88     -        35.25   (+/-2cm)     115.6    (feet)  VERTCON   
 AW0266  ___________________________________________________________________
 AW0266  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW0266
 AW0266  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0266
 AW0266.The horizontal coordinates were scaled from a topographic map and have
 AW0266.an estimated accuracy of +/- 6 seconds.
 AW0266
 AW0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0266.The vertical order pertains to the NGVD 29 superseded value.
 AW0266
 AW0266.The geoid height was determined by GEOID03.
 AW0266
 AW0266;                    North         East    Units  Estimated Accuracy
 AW0266;SPC TXSC     - 4,220,850.      917,590.      MT  (+/- 180 meters Scaled)
 AW0266
 AW0266                          SUPERSEDED SURVEY CONTROL
 AW0266
 AW0266  NGVD 29 (??/??/92)   35.240  (m)          115.62   (f) ADJ UNCH    1 1
 AW0266
 AW0266.Superseded values are not recommended for survey control.
 AW0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0266.See file dsdata.txt to determine how the superseded data were derived.
 AW0266
 AW0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN375981(NAD 83)
 AW0266_MARKER: DR = REFERENCE MARK DISK
 AW0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0266_STAMPING: BARKER 2 NO 4 1968
 AW0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0266+STABILITY: SURFACE MOTION
 AW0266
 AW0266  HISTORY     - Date     Condition        Report By
 AW0266  HISTORY     - 1968     MONUMENTED       CGS
 AW0266  HISTORY     - 1973     GOOD             NGS
 AW0266  HISTORY     - 1976     GOOD             NGS
 AW0266  HISTORY     - 1976     GOOD             NGS
 AW0266  HISTORY     - 1978     GOOD             NGS
 AW0266  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0266  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0266  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW0266  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0266
 AW0266                          STATION DESCRIPTION
 AW0266
 AW0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0266'4.15 MI W FROM ADDICKS.
 AW0266'ABOUT 4.15 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0266'THE CENTER OF THE RAILROAD OVERPASS, ABOUT 0.2 MILE EAST OF FRY ROAD,
 AW0266'47 FEET NORTH OF THE CENTER LINE OF OLD US HIGHWAY 90, 32.9 FEET SOUTH
 AW0266'OF THE SOUTH RAIL, 81.2 FEET WEST OF TRIANGULATION STATION BARKER 2,
 AW0266'1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 AW0266'THE TRACKS, AND IS A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW0266'0.2 FOOT.
 AW0266
 AW0266                          STATION RECOVERY (1976)
 AW0266
 AW0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0266'RECOVERED IN GOOD CONDITION.
 AW0266
 AW0266                          STATION RECOVERY (1976)
 AW0266
 AW0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0266'RECOVERED IN GOOD CONDITION.
 AW0266
 AW0266                          STATION RECOVERY (1978)
 AW0266
 AW0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0266'RECOVERED IN GOOD CONDITION.
 AW0266
 AW0266                          STATION RECOVERY (1986)
 AW0266
 AW0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0266'MARK NOT FOUND.
 AW0266
 AW0266                          STATION RECOVERY (1987)
 AW0266
 AW0266'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0266'MARK NOT FOUND.
 AW0266
 AW0266                          STATION RECOVERY (1995)
 AW0266
 AW0266'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0266'MARK NOT FOUND.
 AW0266
 AW0266                          STATION RECOVERY (2004)
 AW0266
 AW0266'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6917 ***********************************************************************
 AW6917  DESIGNATION -  BARKER TRUNKLINE GAS CO MAST
 AW6917  PID         -  AW6917
 AW6917  STATE/COUNTY-  TX/HARRIS
 AW6917  USGS QUAD   -  ADDICKS (1995)
 AW6917
 AW6917                         *CURRENT SURVEY CONTROL
 AW6917  ___________________________________________________________________
 AW6917* NAD 83(1993)-  29 49 18.18659(N)    095 42 10.25742(W)     ADJUSTED  
 AW6917* NAVD 88     -                                                        
 AW6917  ___________________________________________________________________
 AW6917  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AW6917  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW6917
 AW6917  HORZ ORDER  -  THIRD
 AW6917
 AW6917.The horizontal coordinates were established by classical geodetic methods
 AW6917.and adjusted by the National Geodetic Survey in February 1996..
 AW6917
 AW6917
 AW6917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6917
 AW6917.The geoid height was determined by GEOID03.
 AW6917
 AW6917;                    North         East     Units Scale Factor Converg.
 AW6917;SPC TXSC     - 4,224,859.744   918,622.577   MT  0.99989922   +1 36 55.1
 AW6917;SPC TXSC     -13,861,060.68  3,013,847.57   sFT  0.99989922   +1 36 55.1
 AW6917;UTM  15      - 3,302,095.817   238,802.431   MT  1.00044184   -1 20 41.6
 AW6917
 AW6917                          SUPERSEDED SURVEY CONTROL
 AW6917
 AW6917  NAD 83(1986)-  29 49 18.20140(N)    095 42 10.23944(W) AD(       ) 4
 AW6917  NAD 27      -  29 49 17.38052(N)    095 42 09.43075(W) AD(       ) 3
 AW6917
 AW6917.Superseded values are not recommended for survey control.
 AW6917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6917.See file dsdata.txt to determine how the superseded data were derived.
 AW6917
 AW6917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3880202096(NAD 83)
 AW6917_MARKER: 42 = RADIO/TV MAST
 AW6917
 AW6917  HISTORY     - Date     Condition        Report By
 AW6917  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6917  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW6917  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW6917
 AW6917                          STATION DESCRIPTION
 AW6917
 AW6917'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6917'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH-NORTHWEST OF
 AW6917'BARKER IN A SMALL PASTURE BETWEEN TWO FARM HOMES.  IT IS IN
 AW6917'A SMALL FENCED ENCLOSURE JUST EAST OF A SMALL CEMENT CONTROL
 AW6917'SHACK AND 250.0 FEET EAST OF THE BARKER-CYPRESS ROAD.  IT IS A
 AW6917'STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES AND HAS
 AW6917'TWO LARGE CIRCULAR DISK ANTENNAE ONE ABOVE THE OTHER FACING
 AW6917'SOUTHEAST AND NORTHEAST NEAR THE TOP OF THE MAST.  IT IS
 AW6917'PAINTED ALTERNATELY RED AND WHITE, HAS A RED FLASHING LIGHT AT
 AW6917'THE TOP AND CENTER OF THE MAST AND AN OVER-ALL HEIGHT OF
 AW6917'275.0 FEET.
 AW6917'
 AW6917'THE POINT OBSERVED UPON WAS THE RED FLASHING LIGHT AT THE TOP
 AW6917'AND CENTER OF THE MAST.
 AW6917'
 AW6917'TO REACH THE STATION FROM THE SMALL VILLAGE OF BARKER, GO NORTH,
 AW6917'WEST AND NORTH ON THE BARKER-CYPRESS ROAD FOR 3.3 MILES TO A METAL
 AW6917'GATE ON THE RIGHT AND THE STATION AS DESCRIBED.
 AW6917
 AW6917                          STATION RECOVERY (1995)
 AW6917
 AW6917'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6917'MARK NOT FOUND.
 AW6917
 AW6917                          STATION RECOVERY (2004)
 AW6917
 AW6917'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0681 ***********************************************************************
 BN0681  DESIGNATION -  BARNES
 BN0681  PID         -  BN0681
 BN0681  STATE/COUNTY-  TX/SAN SABA
 BN0681  USGS QUAD   -  INDIAN HILLS (1956)
 BN0681
 BN0681                         *CURRENT SURVEY CONTROL
 BN0681  ___________________________________________________________________
 BN0681* NAD 83(1993)-  30 59 59.02583(N)    098 32 32.36929(W)     ADJUSTED  
 BN0681* NAVD 88     -       472.4    (meters)    1550.     (feet)  VERTCON   
 BN0681  ___________________________________________________________________
 BN0681  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 BN0681  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 BN0681
 BN0681  HORZ ORDER  -  FIRST
 BN0681
 BN0681.The horizontal coordinates were established by classical geodetic methods
 BN0681.and adjusted by the National Geodetic Survey in February 1996..
 BN0681
 BN0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0681
 BN0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0681
 BN0681.The geoid height was determined by GEOID03.
 BN0681
 BN0681;                    North         East     Units Scale Factor Converg.
 BN0681;SPC TX C     - 3,149,153.372   871,021.815   MT  0.99988174   +0 55 20.9
 BN0681;SPC TX C     -10,331,847.35  2,857,677.40   sFT  0.99988174   +0 55 20.9
 BN0681;UTM  14      - 3,429,661.823   543,692.791   MT  0.99962355   +0 14 08.6
 BN0681
 BN0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0681!SPC TX C     -   0.99992962  x   0.99988174  =   0.99981137
 BN0681!UTM  14      -   0.99992962  x   0.99962355  =   0.99955320
 BN0681
 BN0681|---------------------------------------------------------------------|
 BN0681| PID    Reference Object                     Distance      Geod. Az  |
 BN0681|                                                           dddmmss.s |
 BN0681| CV3721 BARNES RM 1                          16.762 METERS 20019     |
 BN0681| CV3720 BARNES AZ MK                                       2071343.4 |
 BN0681| CV3722 BARNES RM 2                          18.027 METERS 29716     |
 BN0681|---------------------------------------------------------------------|
 BN0681
 BN0681                          SUPERSEDED SURVEY CONTROL
 BN0681
 BN0681  NAD 83(1986)-  30 59 59.03676(N)    098 32 32.35491(W) AD(       ) 1
 BN0681  NAD 27      -  30 59 58.41979(N)    098 32 31.22443(W) AD(       ) 1
 BN0681  NGVD 29 (07/19/86)  472.3    (m)         1550.     (f) VERT ANG       
 BN0681
 BN0681.Superseded values are not recommended for survey control.
 BN0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0681.See file dsdata.txt to determine how the superseded data were derived.
 BN0681
 BN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV4369329662(NAD 83)
 BN0681_MARKER: DS = TRIANGULATION STATION DISK
 BN0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0681
 BN0681  HISTORY     - Date     Condition        Report By
 BN0681  HISTORY     - 1967     MONUMENTED       CGS
 BN0681
 BN0681                          STATION DESCRIPTION
 BN0681
 BN0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0681'THE STATION IS ABOUT 15 MILES SOUTHEAST OF SAN SABA, 9 MILES
 BN0681'EAST OF CHEROKEE, 7-1/2 MILES SOUTH-SOUTHWEST OF BEND, AND ON A
 BN0681'ROCK COVERED HILL IN PASTURE LAND OWNED BY THE BARNES RANCH.
 BN0681'
 BN0681'TO REACH THE STATION FROM THE POST OFFICE IN CHEROKEE, GO SOUTH
 BN0681'ON STATE HIGHWAY 16 FOR 0.05 MILE TO THE JUNCTION OF FARM ROAD
 BN0681'501.  TURN LEFT AND GO EASTERLY ON FARM ROAD 501 FOR 8.6 MILES
 BN0681'TO A SIDE ROAD, CATTLE GUARD, AND SIGN BARNES RANCH 4 MILES ON
 BN0681'THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON GRAVELED ROAD FOR 1.9
 BN0681'MILES TO A FORK AND SIGN BARNES RANCH 2 MILES.  KEEP LEFT AND
 BN0681'TAKE GRADED ROAD SOUTHEAST FOR 0.4 MILE TO A CATTLE
 BN0681'GUARD.  CONTINUE ON GRADED ROAD FOR 0.6 MILE TO A PIPELINE
 BN0681'CROSSING.  TURN LEFT AND GO NORTH ON PIPELINE ROAD FOR 0.1
 BN0681'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 BN0681'PIPELINE ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BN0681'CONTINUE NORTH ON PIPELINE ROAD FOR 0.3 MILE TO CREST OF RIDGE.
 BN0681'TURN RIGHT AND GO ACROSS ROCKY AREA FOR 100 YARDS TO THE
 BN0681'HIGHEST POINT OF THE HILL AND THE STATION BETWEEN A POWERLINE AND A
 BN0681'TELEPHONE LINE.
 BN0681'
 BN0681'THE STATION IS A STANDARD DISK STAMPED BARNES 1967, SET IN THE
 BN0681'TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 12 INCHES
 BN0681'ABOVE THE GROUND SURFACE.  IT IS 66 FEET SOUTH OF A POWER POLE, 56
 BN0681'FEET NORTHEAST OF A TELEPHONE POLE, AND 12.6 FEET EAST OF A METAL
 BN0681'WITNESS POST WITH SIGN ATTACHED.
 BN0681'
 BN0681'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BARNES NO 1 1967,
 BN0681'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH WITH THE
 BN0681'GROUND.  IT IS 50 FEET SOUTH OF THE METAL WITNESS POST, 17-1/2 FEET
 BN0681'SOUTHEAST OF THE TELEPHONE POLE, AND 1 FOOT NORTH OF A ROCK CAIRN
 BN0681'3 FEET IN HEIGHT.
 BN0681'
 BN0681'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARNES NO 2 1967,
 BN0681'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH WITH
 BN0681'THE GROUND.  IT IS 73 FEET NORTH OF THE TELEPHONE POLE, 53 FEET
 BN0681'SOUTHWEST OF THE POWER POLE, 50 FEET NORTHWEST OF THE METAL
 BN0681'WITNESS POST, AND 1 FOOT EAST OF A ROCK CAIRN 3 FEET IN HEIGHT.
 BN0681'
 BN0681'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BARNES 1967, CEMENTED
 BN0681'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH WITH THE
 BN0681'GROUND.  IT IS 17 FEET WEST OF THE CENTER OF THE PIPELINE ROAD AND
 BN0681'3.6 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0946 ***********************************************************************
 CB0946  DESIGNATION -  BARNHART
 CB0946  PID         -  CB0946
 CB0946  STATE/COUNTY-  TX/CROCKETT
 CB0946  USGS QUAD   -  BARNHART SW (1971)
 CB0946
 CB0946                         *CURRENT SURVEY CONTROL
 CB0946  ___________________________________________________________________
 CB0946* NAD 83(1993)-  31 04 12.16453(N)    101 09 04.30919(W)     ADJUSTED  
 CB0946* NAVD 88     -       818.     (meters)    2684.     (feet)  SCALED    
 CB0946  ___________________________________________________________________
 CB0946  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CB0946  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CB0946
 CB0946  HORZ ORDER  -  FIRST
 CB0946
 CB0946.The horizontal coordinates were established by classical geodetic methods
 CB0946.and adjusted by the National Geodetic Survey in February 1996..
 CB0946
 CB0946.The orthometric height was scaled from a topographic map.
 CB0946
 CB0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0946
 CB0946.The geoid height was determined by GEOID03.
 CB0946
 CB0946;                    North         East     Units Scale Factor Converg.
 CB0946;SPC TX C     - 3,155,858.542   621,957.564   MT  0.99988246   -0 25 16.5
 CB0946;SPC TX C     -10,353,845.90  2,040,539.11   sFT  0.99988246   -0 25 16.5
 CB0946;UTM  14      - 3,439,353.804   294,761.260   MT  1.00011961   -1 06 38.1
 CB0946
 CB0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0946!SPC TX C     -   0.99987525  x   0.99988246  =   0.99975772
 CB0946!UTM  14      -   0.99987525  x   1.00011961  =   0.99999484
 CB0946
 CB0946|---------------------------------------------------------------------|
 CB0946| PID    Reference Object                     Distance      Geod. Az  |
 CB0946|                                                           dddmmss.s |
 CB0946| CH7902 BARNHART RM 1                        30.922 METERS 05818     |
 CB0946| CB0945 USGS MARK NEAR STATION BARNHART      28.298 METERS 08910     |
 CB0946| CB0897 NOUGES                              APPROX.15.2 KM 1075415.0 |
 CB0946| CH7903 BARNHART RM 2                        27.865 METERS 17118     |
 CB0946| CH7904 BARNHART RM 3                        30.142 METERS 31210     |
 CB0946|---------------------------------------------------------------------|
 CB0946
 CB0946                          SUPERSEDED SURVEY CONTROL
 CB0946
 CB0946  NAD 83(1986)-  31 04 12.17354(N)    101 09 04.29370(W) AD(       ) 1
 CB0946  NAD 27      -  31 04 11.58600(N)    101 09 02.88500(W) AD(       ) 1
 CB0946
 CB0946.Superseded values are not recommended for survey control.
 CB0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0946.See file dsdata.txt to determine how the superseded data were derived.
 CB0946
 CB0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV9476139354(NAD 83)
 CB0946_MARKER: DS = TRIANGULATION STATION DISK
 CB0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0946
 CB0946  HISTORY     - Date     Condition        Report By
 CB0946  HISTORY     - 1935     MONUMENTED       CGS
 CB0946  HISTORY     - 1937     GOOD             TXHD
 CB0946  HISTORY     - 1981     GOOD             NGS
 CB0946
 CB0946                          STATION DESCRIPTION
 CB0946
 CB0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0946'STATION LOCATED 3-1/2 MILES S, AND 1 MILE E OF BARNHART, 25-1/2
 CB0946'MILES N, AND 1 MILE E OF OZONA, ON THE HIGHEST POINT OF A FLAT
 CB0946'RIDGE ON THE E.H. LINTHICUM RANCH.
 CB0946'
 CB0946'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CB0946'CONCRETE.
 CB0946'
 CB0946'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CB0946'HOLE IN BEDROCK AS DESCRIBED.
 CB0946'
 CB0946'REFERENCE MARK NO. 1 IS ENE OF THE STATION, SET IN OPEN PASTURE
 CB0946'LAND.
 CB0946'
 CB0946'REFERENCE MARK NO. 2 IS S OF THE STATION, SET IN OPEN PASTURE LAND.
 CB0946'
 CB0946'REFERENCE MARK NO. 3 IS WNW OF THE STATION, SET IN OPEN PASTURE
 CB0946'LAND.
 CB0946'
 CB0946'A TIE WAS MADE TO AN OLD U.S.G.S. MARK WHICH IS AN ALUMINUM
 CB0946'DISK SET IN A 1-FOOT SQUARE ROCK, AND FOUND IN GOOD CONDITION.
 CB0946'MARK IS E OF THE STATION.
 CB0946'
 CB0946'STATION REACHED FROM BARNHART BY GOING S ON HIGHWAY 163 FROM
 CB0946'ITS JUNCTION WITH U.S. HIGHWAY 67 FOR 3.6 MILES TO A GATE IN
 CB0946'E FENCE LINE.  PASS THROUGH GATE, GO NE 0.1 MILE TO WINDMILL
 CB0946'AND TANK, THENCE E 13 DEGREES S ACROSS PASTURE FOR 1.0 MILE
 CB0946'TO MARK.
 CB0946'
 CB0946'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CB0946
 CB0946                          STATION RECOVERY (1937)
 CB0946
 CB0946'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0946'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 CB0946'FOR LOCATING STATION IS GOOD.  THE BEARING GIVEN FROM WINDMILL
 CB0946'TO STATION WAS FOUND TO BE MAGNETIC.
 CB0946
 CB0946                          STATION RECOVERY (1981)
 CB0946
 CB0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CB0946'STATION IS LOCATED 6.8 KM (4.25 MI) SOUTH ON STATE HIGHWAY 163 FROM
 CB0946'ITS JUNCTION WITH U.S. HIGHWAY 67 IN BARNHART, THENCE 1.4 KM (0.9 MI)
 CB0946'EAST ON A GRAVELED ROAD, THENCE 0.3 KM (0.2 MI) NORTH ACROSS A
 CB0946'PASTURE TO THE STATION.
 CB0946'
 CB0946'THE STATION AND REFERENCE MARKS NO 1, NO 2, NO 3, AND THE USGS MARK
 CB0946'WERE FOUND IN GOOD CONDITION AS DESCRIBED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0507 ***********************************************************************
 BO0507  DESIGNATION -  BARNHART ATL PIPELINE MAST
 BO0507  PID         -  BO0507
 BO0507  STATE/COUNTY-  TX/CROCKETT
 BO0507  USGS QUAD   -  DOUBLE MILL DRAW NW (1967)
 BO0507
 BO0507                         *CURRENT SURVEY CONTROL
 BO0507  ___________________________________________________________________
 BO0507* NAD 83(1993)-  30 59 07.00567(N)    101 09 50.80253(W)     ADJUSTED  
 BO0507* NAVD 88     -                                                        
 BO0507  ___________________________________________________________________
 BO0507  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 BO0507  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 BO0507
 BO0507  HORZ ORDER  -  THIRD
 BO0507
 BO0507.The horizontal coordinates were established by classical geodetic methods
 BO0507.and adjusted by the National Geodetic Survey in February 1996..
 BO0507
 BO0507
 BO0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0507
 BO0507.The geoid height was determined by GEOID03.
 BO0507
 BO0507;                    North         East     Units Scale Factor Converg.
 BO0507;SPC TX C     - 3,146,471.006   620,655.047   MT  0.99988178   -0 25 40.4
 BO0507;SPC TX C     -10,323,046.96  2,036,265.77   sFT  0.99988178   -0 25 40.4
 BO0507;UTM  14      - 3,429,980.323   293,345.776   MT  1.00012681   -1 06 52.3
 BO0507
 BO0507                          SUPERSEDED SURVEY CONTROL
 BO0507
 BO0507  NAD 83(1986)-  30 59 07.01443(N)    101 09 50.78845(W) AD(       ) 4
 BO0507  NAD 27      -  30 59 06.41342(N)    101 09 49.38811(W) AD(       ) 3
 BO0507
 BO0507.Superseded values are not recommended for survey control.
 BO0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0507.See file dsdata.txt to determine how the superseded data were derived.
 BO0507
 BO0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV9334629980(NAD 83)
 BO0507_MARKER: 44 = MICROWAVE MAST
 BO0507
 BO0507  HISTORY     - Date     Condition        Report By
 BO0507  HISTORY     - 1968     FIRST OBSERVED   CGS
 BO0507
 BO0507                          STATION DESCRIPTION
 BO0507
 BO0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BO0507'THE STATION IS THE RED LIGHT ATOP THE BARNHART, ATLANTIC PIPELINE
 BO0507'COMPANY MICROWAVE MAST AND IS LOCATED ABOUT 9-1/2 MILES SOUTH OF
 BO0507'BARNHART AND 1/4 MILE EAST OF STATE HIGHWAY 163.  THE MAST IS
 BO0507'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND
 BO0507'WHITE WITH TWO MICROWAVE SCREENS JUST BELOW THE TOP AND 300 FEET
 BO0507'IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0949 ***********************************************************************
 CB0949  DESIGNATION -  BARNHART GEN TEL CO MAST
 CB0949  PID         -  CB0949
 CB0949  STATE/COUNTY-  TX/CROCKETT
 CB0949  USGS QUAD   -  BARNHART SW (1971)
 CB0949
 CB0949                         *CURRENT SURVEY CONTROL
 CB0949  ___________________________________________________________________
 CB0949* NAD 83(1993)-  31 04 45.61349(N)    101 10 12.39595(W)     ADJUSTED  
 CB0949* NAVD 88     -                                                        
 CB0949  ___________________________________________________________________
 CB0949  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CB0949  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CB0949
 CB0949  HORZ ORDER  -  THIRD
 CB0949
 CB0949.The horizontal coordinates were established by classical geodetic methods
 CB0949.and adjusted by the National Geodetic Survey in February 1996..
 CB0949
 CB0949
 CB0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0949
 CB0949.The geoid height was determined by GEOID03.
 CB0949
 CB0949;                    North         East     Units Scale Factor Converg.
 CB0949;SPC TX C     - 3,156,901.956   620,160.625   MT  0.99988266   -0 25 51.6
 CB0949;SPC TX C     -10,357,269.17  2,034,643.65   sFT  0.99988266   -0 25 51.6
 CB0949;UTM  14      - 3,440,419.024   292,976.575   MT  1.00012869   -1 07 14.4
 CB0949
 CB0949                          SUPERSEDED SURVEY CONTROL
 CB0949
 CB0949  NAD 83(1986)-  31 04 45.62242(N)    101 10 12.38131(W) AD(       ) 4
 CB0949  NAD 27      -  31 04 45.03920(N)    101 10 10.97068(W) AD(       ) 3
 CB0949
 CB0949.Superseded values are not recommended for survey control.
 CB0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0949.See file dsdata.txt to determine how the superseded data were derived.
 CB0949
 CB0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV9297740419(NAD 83)
 CB0949
 CB0949  HISTORY     - Date     Condition        Report By
 CB0949  HISTORY     - 1968     FIRST OBSERVED   CGS
 CB0949
 CB0949                          STATION DESCRIPTION
 CB0949
 CB0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0949'THE STATION IS THE RED LIGHT ATOP THE BARNHART, GENERAL TELEPHONE
 CB0949'COMPANY MAST AND IS LOCATED ABOUT 3 MILES SOUTH OF BARNHART AND
 CB0949'1/4 MILE WEST OF STATE HIGHWAY 163.  THE MAST IS TRIANGULAR IN
 CB0949'CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, AND
 CB0949'300 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0508 ***********************************************************************
 BO0508  DESIGNATION -  BARNHART SHELL OIL MICROWAVE
 BO0508  PID         -  BO0508
 BO0508  STATE/COUNTY-  TX/CROCKETT
 BO0508  USGS QUAD   -  DOUBLE MILL DRAW NW (1967)
 BO0508
 BO0508                         *CURRENT SURVEY CONTROL
 BO0508  ___________________________________________________________________
 BO0508* NAD 83(1993)-  30 59 08.04775(N)    101 10 14.61711(W)     ADJUSTED  
 BO0508* NAVD 88     -                                                        
 BO0508  ___________________________________________________________________
 BO0508  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 BO0508  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 BO0508
 BO0508  HORZ ORDER  -  THIRD
 BO0508
 BO0508.The horizontal coordinates were established by classical geodetic methods
 BO0508.and adjusted by the National Geodetic Survey in February 1996..
 BO0508
 BO0508
 BO0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0508
 BO0508.The geoid height was determined by GEOID03.
 BO0508
 BO0508;                    North         East     Units Scale Factor Converg.
 BO0508;SPC TX C     - 3,146,507.831   620,023.508   MT  0.99988178   -0 25 52.7
 BO0508;SPC TX C     -10,323,167.78  2,034,193.79   sFT  0.99988178   -0 25 52.7
 BO0508;UTM  14      - 3,430,024.724   292,714.568   MT  1.00013004   -1 07 04.6
 BO0508
 BO0508                          SUPERSEDED SURVEY CONTROL
 BO0508
 BO0508  NAD 83(1986)-  30 59 08.05652(N)    101 10 14.60304(W) AD(       ) 4
 BO0508  NAD 27      -  30 59 07.45634(N)    101 10 13.20278(W) AD(       ) 3
 BO0508
 BO0508.Superseded values are not recommended for survey control.
 BO0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0508.See file dsdata.txt to determine how the superseded data were derived.
 BO0508
 BO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV9271530025(NAD 83)
 BO0508_MARKER: 44 = MICROWAVE MAST
 BO0508
 BO0508  HISTORY     - Date     Condition        Report By
 BO0508  HISTORY     - 1968     FIRST OBSERVED   CGS
 BO0508
 BO0508                          STATION DESCRIPTION
 BO0508
 BO0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BO0508'THE STATION IS THE RED LIGHT ATOP THE BARNHART, SHELL OIL
 BO0508'COMPANY MICROWAVE MAST AND IS LOCATED ABOUT 9-1/2 MILES SOUTH OF
 BO0508'BARNHART AND 0.1 MILE WEST OF STATE HIGHWAY 163.  THE MAST IS
 BO0508'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED
 BO0508'AND WHITE WITH TWO MICROWAVE DISHES JUST BELOW THE TOP, AND
 BO0508'320 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2139 ***********************************************************************
 BL2139  DESIGNATION -  BARNUM
 BL2139  PID         -  BL2139
 BL2139  STATE/COUNTY-  TX/TYLER
 BL2139  USGS QUAD   -  CAMDEN (1984)
 BL2139
 BL2139                         *CURRENT SURVEY CONTROL
 BL2139  ___________________________________________________________________
 BL2139* NAD 83(1993)-  30 59 26.40509(N)    094 38 57.48619(W)     ADJUSTED  
 BL2139* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 BL2139  ___________________________________________________________________
 BL2139  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BL2139  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL2139
 BL2139  HORZ ORDER  -  SECOND
 BL2139
 BL2139.The horizontal coordinates were established by classical geodetic methods
 BL2139.and adjusted by the National Geodetic Survey in February 1996..
 BL2139
 BL2139.The orthometric height was scaled from a topographic map.
 BL2139
 BL2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2139
 BL2139.The geoid height was determined by GEOID03.
 BL2139
 BL2139;                    North         East     Units Scale Factor Converg.
 BL2139;SPC TX C     - 3,160,637.622 1,242,601.730   MT  0.99988176   +2 55 39.4
 BL2139;SPC TX C     -10,369,525.26  4,076,769.18   sFT  0.99988176   +2 55 39.4
 BL2139;UTM  15      - 3,429,734.973   342,522.037   MT  0.99990591   -0 50 57.8
 BL2139
 BL2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2139!SPC TX C     -   0.99998849  x   0.99988176  =   0.99987025
 BL2139!UTM  15      -   0.99998849  x   0.99990591  =   0.99989440
 BL2139
 BL2139:                Primary Azimuth Mark                     Grid Az
 BL2139:SPC TX C     -  BARNUM AZ MK                             077 06 08.7
 BL2139:UTM  15      -  BARNUM AZ MK                             080 52 45.9
 BL2139
 BL2139|---------------------------------------------------------------------|
 BL2139| PID    Reference Object                     Distance      Geod. Az  |
 BL2139|                                                           dddmmss.s |
 BL2139| CV8041 BARNUM AZ MK                                       0800148.1 |
 BL2139| CV8042 BARNUM RM 1                          29.008 METERS 13638     |
 BL2139| BL2138 BARNUM 1949 RM 2                     27.454 METERS 26356     |
 BL2139|---------------------------------------------------------------------|
 BL2139
 BL2139                          SUPERSEDED SURVEY CONTROL
 BL2139
 BL2139  NAD 83(1986)-  30 59 26.41735(N)    094 38 57.47552(W) AD(       ) 2
 BL2139  NAD 27      -  30 59 25.72100(N)    094 38 56.73300(W) AD(       ) 2
 BL2139
 BL2139.Superseded values are not recommended for survey control.
 BL2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2139.See file dsdata.txt to determine how the superseded data were derived.
 BL2139
 BL2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4252229735(NAD 83)
 BL2139_MARKER: DS = TRIANGULATION STATION DISK
 BL2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2139_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2139
 BL2139  HISTORY     - Date     Condition        Report By
 BL2139  HISTORY     - 1949     MONUMENTED       CGS
 BL2139
 BL2139                          STATION DESCRIPTION
 BL2139
 BL2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2139'THE STATION IS LOCATED ABOUT 10.0 MILES EAST OF CORRIGAN AND
 BL2139'5.5 MILES NORTH OF THE TOWN OF CHESTER NEAR THE STATE FOREST
 BL2139'SERVICE LOOKOUT TOWER NO 16.  IT IS 90 FEET EAST OF THE CENTER
 BL2139'OF THE LOOKOUT TOWER, 59 FEET EAST OF THE CENTER OF THE WOODS
 BL2139'ROAD AND 5 FEET WEST-NORTHWEST OF WITNESS POST.  IT IS STAMPED
 BL2139'BARNUM 1949 AND PROJECTS 3 INCHES.
 BL2139'
 BL2139'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 95 FEET EAST
 BL2139'OF THE CENTER OF THE WOODS ROAD AND 4 FEET NORTH OF A 2 FOOT
 BL2139'DITCH.  IT IS STAMPED BARNUM NO 1 1949 AND PROJECTS 4 INCHES.
 BL2139'
 BL2139'REFERENCE MARK NO 2 IS WEST OF THE STATION, SET UNDER THE CENTER
 BL2139'OF THE LOOKOUT TOWER.  IT IS STAMPED BARNUM NO 2 1949 AND PROJECTS
 BL2139'3 INCHES.
 BL2139'
 BL2139'THE AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF THE STATION, 36 FEET
 BL2139'SOUTH OF THE CENTER OF EAST-WEST WOODS ROAD AND 1 FOOT WEST OF
 BL2139'WITNESS POST.  IT IS STAMPED BARNUM 1949 AND PROJECTS 4 INCHES.
 BL2139'TO REACH FROM THE STATION, GO SOUTH FOR 0.1 MILE, TURN LEFT AND GO
 BL2139'EAST FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 BL2139'
 BL2139'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO WEST
 BL2139'ON U.S. HIGHWAY 287 FOR 2.7 MILES TO CROSSROAD AND SIGN ON LEFT
 BL2139'CAMDEN, TURN RIGHT AND FOLLOW MAIN ROAD FOR 0.6 MILE TO SIDE ROAD
 BL2139'LEFT, TURN LEFT AND FOLLOW MAIN ROAD WEST FOR 1.3 MILES TO SIDE
 BL2139'ROAD RIGHT, TURN RIGHT AND GO 0.5 MILE TO GATE, PASS THROUGH
 BL2139'GATE AND CONTINUE FOR 0.45 MILE TO CATTLE GUARD, CROSS CATTLE
 BL2139'GUARD AND CONTINUE FOR 0.15 MILE TO LOCKED GATE, (KEY TO GATE
 BL2139'MAY BE OBTAINED AT LARGE HOUSE ON THE LEFT) PASS THROUGH GATE
 BL2139'AND FOLLOW MAIN ROAD IN AN EASTERLY DIRECTION FOR 2.9 MILES
 BL2139'TO A WOODS ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.1 MILE TO
 BL2139'THE LOOKOUT TOWER ON THE LEFT AND STATION ON THE RIGHT AS
 BL2139'DESCRIBED.
 BL2139'
 BL2139'A 100 FOOT SIGNAL AT STATION ENON IS VISIBLE AT 77 FEET
 BL2139'
 BL2139'AN 87 FOOT SIGNAL AT STATION CHESTER IS VISIBLE AT 100 FEET
 BL2139'
 BL2139'A 100 FOOT SIGNAL AT STATION CAMDEN LOOKOUT 1935 IS VISIBLE AT
 BL2139'100 FEET
 BL2139'
 BL2139'AN 87 FOOT SIGNAL AT STATION MC MANUS IS VISIBLE AT 90 FEET
 BL2139'
 BL2139'A 100 FOOT SIGNAL AT STATION WAKEFIELD IS VISIBLE AT 100 FEET
 BL2139'
 BL2139'A 113 FOOT SIGNAL AT STATION CYPRESS LAKE IS VISIBLE AT 90 FEET
 BL2139'
 BL2139'A 74 FOOT SIGNAL AT STATION WOLF HILL IS VISIBLE AT 90 FEET
 BL2139'
 BL2139'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2138 ***********************************************************************
 BL2138  DESIGNATION -  BARNUM 1949 RM 2
 BL2138  PID         -  BL2138
 BL2138  STATE/COUNTY-  TX/TYLER
 BL2138  USGS QUAD   -  CAMDEN (1984)
 BL2138
 BL2138                         *CURRENT SURVEY CONTROL
 BL2138  ___________________________________________________________________
 BL2138* NAD 83(1993)-  30 59 26.31088(N)    094 38 58.51517(W)     ADJUSTED  
 BL2138* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 BL2138  ___________________________________________________________________
 BL2138  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BL2138  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL2138
 BL2138  HORZ ORDER  -  SECOND
 BL2138
 BL2138.The horizontal coordinates were established by classical geodetic methods
 BL2138.and adjusted by the National Geodetic Survey in February 1996..
 BL2138
 BL2138.The orthometric height was scaled from a topographic map.
 BL2138
 BL2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2138
 BL2138.The geoid height was determined by GEOID03.
 BL2138
 BL2138;                    North         East     Units Scale Factor Converg.
 BL2138;SPC TX C     - 3,160,633.330 1,242,574.617   MT  0.99988176   +2 55 38.9
 BL2138;SPC TX C     -10,369,511.18  4,076,680.22   sFT  0.99988176   +2 55 38.9
 BL2138;UTM  15      - 3,429,732.477   342,494.699   MT  0.99990601   -0 50 58.4
 BL2138
 BL2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2138!SPC TX C     -   0.99998849  x   0.99988176  =   0.99987025
 BL2138!UTM  15      -   0.99998849  x   0.99990601  =   0.99989450
 BL2138
 BL2138                          SUPERSEDED SURVEY CONTROL
 BL2138
 BL2138  NAD 83(1986)-  30 59 26.32314(N)    094 38 58.50450(W) AD(       ) 2
 BL2138  NAD 27      -  30 59 25.62700(N)    094 38 57.76200(W) AD(       ) 2
 BL2138
 BL2138.Superseded values are not recommended for survey control.
 BL2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2138.See file dsdata.txt to determine how the superseded data were derived.
 BL2138
 BL2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4249529732(NAD 83)
 BL2138_MARKER: 57 = LOOKOUT TOWER
 BL2138
 BL2138  HISTORY     - Date     Condition        Report By
 BL2138  HISTORY     - 1949     FIRST OBSERVED   CGS
 BL2138
 BL2138                          STATION DESCRIPTION
 BL2138
 BL2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2138'THE STATION IS THE LOOKOUT TOWER NO 16 OF THE STATE FOREST
 BL2138'SERVICE.  IT IS LOCATED ABOUT 5.5 MILES NORTH OF THE TOWN OF
 BL2138'CHESTER ON LAND OWNED BY THE W.T. CARTER LUMBER COMPANY OF CAMDEN.
 BL2138'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH WITH A
 BL2138'GLASS ENCLOSED LOOKOUT CAB ON THE TOP.  POINT OBSERVED UPON,
 BL2138'REFERENCE MARK NO 2 UNDER THE CENTER OF THE LOOKOUT CAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0296 ***********************************************************************
 CC0296  DESIGNATION -  BAROMETER 1067
 CC0296  PID         -  CC0296
 CC0296  STATE/COUNTY-  TX/WINKLER
 CC0296  USGS QUAD   -  WINK NORTH (1970)
 CC0296
 CC0296                         *CURRENT SURVEY CONTROL
 CC0296  ___________________________________________________________________
 CC0296* NAD 83(1986)-  31 47 03.     (N)    103 11 38.     (W)     SCALED    
 CC0296* NAVD 88     -       856.807  (meters)    2811.04   (feet)  POSTED    
 CC0296  ___________________________________________________________________
 CC0296  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CC0296  DYNAMIC HT  -         855.590 (meters)    2807.05  (feet)  COMP
 CC0296  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 CC0296
 CC0296  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CC0296
 CC0296.This mark is at Winkler Co (INK) Airport (INK)
 CC0296
 CC0296.The horizontal coordinates were scaled from a topographic map and have
 CC0296.an estimated accuracy of +/- 6 seconds.
 CC0296
 CC0296.The orthometric height was determined by differential leveling
 CC0296.and adjusted by the National Geodetic Survey in 1992..
 CC0296.No vertical observational check was made to the station.
 CC0296.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CC0296.was located on a no-check spur therefore a value was not computed.
 CC0296
 CC0296.The geoid height was determined by GEOID03.
 CC0296
 CC0296.The dynamic height is computed by dividing the NAVD 88
 CC0296.geopotential number by the normal gravity value computed on the
 CC0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0296.degrees latitude (g = 980.6199 gals.).
 CC0296
 CC0296.The modeled gravity was interpolated from observed gravity values.
 CC0296
 CC0296;                    North         East    Units  Estimated Accuracy
 CC0296;SPC TX C     - 3,238,230.      429,100.      MT  (+/- 180 meters Scaled)
 CC0296
 CC0296                          SUPERSEDED SURVEY CONTROL
 CC0296
 CC0296  NGVD 29 (??/??/92)  856.422  (m)         2809.78   (f) ADJ UNCH    2 0
 CC0296
 CC0296.Superseded values are not recommended for survey control.
 CC0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0296.See file dsdata.txt to determine how the superseded data were derived.
 CC0296
 CC0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR710179(NAD 83)
 CC0296_MARKER: Z = SEE DESCRIPTION
 CC0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0296_SP_SET: BUILDING
 CC0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0296
 CC0296  HISTORY     - Date     Condition        Report By
 CC0296  HISTORY     - UNK      MONUMENTED       CGS
 CC0296  HISTORY     - 1968     GOOD             NGS
 CC0296
 CC0296                          STATION DESCRIPTION
 CC0296
 CC0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CC0296'1 MI N FROM WINK.
 CC0296'POINT LEVELED TO WAS THE IVORY TIP OF WEATHER BUREAU BAROMETER NO.
 CC0296'1067 WHICH IS LOCATED IN THE FAA STATION BUILDING AT THE WINK AIRPORT,
 CC0296'WINK, TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1736 ***********************************************************************
 CS1736  DESIGNATION -  BAROMETER 1184
 CS1736  PID         -  CS1736
 CS1736  STATE/COUNTY-  TX/TARRANT
 CS1736  USGS QUAD   -  HALTOM CITY (1981)
 CS1736
 CS1736                         *CURRENT SURVEY CONTROL
 CS1736  ___________________________________________________________________
 CS1736* NAD 83(1986)-  32 45 00.     (N)    097 19 50.     (W)     SCALED    
 CS1736* NAVD 88     -       228.168  (meters)     748.58   (feet)  ADJUSTED  
 CS1736  ___________________________________________________________________
 CS1736  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS1736  DYNAMIC HT  -         227.901 (meters)     747.71  (feet)  COMP
 CS1736  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 CS1736
 CS1736  VERT ORDER  -  SECOND    CLASS 0
 CS1736
 CS1736.The horizontal coordinates were scaled from a topographic map and have
 CS1736.an estimated accuracy of +/- 6 seconds.
 CS1736
 CS1736.The orthometric height was determined by differential leveling
 CS1736.and adjusted by the National Geodetic Survey in June 1991..
 CS1736
 CS1736.The geoid height was determined by GEOID03.
 CS1736
 CS1736.The dynamic height is computed by dividing the NAVD 88
 CS1736.geopotential number by the normal gravity value computed on the
 CS1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1736.degrees latitude (g = 980.6199 gals.).
 CS1736
 CS1736.The modeled gravity was interpolated from observed gravity values.
 CS1736
 CS1736;                    North         East    Units  Estimated Accuracy
 CS1736;SPC TXNC     - 2,120,740.      709,580.      MT  (+/- 180 meters Scaled)
 CS1736
 CS1736                          SUPERSEDED SURVEY CONTROL
 CS1736
 CS1736  NGVD 29 (??/??/92)  228.153  (m)          748.53   (f) ADJ UNCH    2 0
 CS1736
 CS1736.Superseded values are not recommended for survey control.
 CS1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1736.See file dsdata.txt to determine how the superseded data were derived.
 CS1736
 CS1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB564248(NAD 83)
 CS1736_MARKER: Z = SEE DESCRIPTION
 CS1736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1736_SP_SET: BUILDING
 CS1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1736
 CS1736  HISTORY     - Date     Condition        Report By
 CS1736  HISTORY     - UNK      MONUMENTED       USWB
 CS1736  HISTORY     - 1968     GOOD             NGS
 CS1736  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS1736
 CS1736                          STATION DESCRIPTION
 CS1736
 CS1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CS1736'IN FORT WORTH.
 CS1736'POINT LEVELED TO WAS THE IVORY TIP OF A WEATHER BUREAU BAROMETER NO.
 CS1736'1184 WHICH IS LOCATED IN THE FEDERAL BUILDING ON THE 10TH FLOOR.  AT
 CS1736'10TH AND TAYLOR STREETS, FORT WORTH, TEXAS.
 CS1736
 CS1736                          STATION RECOVERY (1997)
 CS1736
 CS1736'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0220 ***********************************************************************
 AP0220  DESIGNATION -  BARR
 AP0220  PID         -  AP0220
 AP0220  STATE/COUNTY-  TX/DIMMIT
 AP0220  USGS QUAD   -  SAN PEDRO CREEK (1982)
 AP0220
 AP0220                         *CURRENT SURVEY CONTROL
 AP0220  ___________________________________________________________________
 AP0220* NAD 83(1993)-  28 18 13.39761(N)    100 02 44.93201(W)     ADJUSTED  
 AP0220* NAVD 88     -       253.7    (meters)     832.     (feet)  VERTCON   
 AP0220  ___________________________________________________________________
 AP0220  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AP0220  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AP0220
 AP0220  HORZ ORDER  -  FIRST
 AP0220
 AP0220.The horizontal coordinates were established by classical geodetic methods
 AP0220.and adjusted by the National Geodetic Survey in February 1996..
 AP0220
 AP0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0220
 AP0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0220
 AP0220.The geoid height was determined by GEOID03.
 AP0220
 AP0220;                    North         East     Units Scale Factor Converg.
 AP0220;SPC TXSC     - 4,052,592.969   497,420.531   MT  1.00002380   -0 30 44.5
 AP0220;SPC TXSC     -13,295,882.10  1,631,953.86   sFT  1.00002380   -0 30 44.5
 AP0220;SPC TX S     - 5,293,118.304   148,359.861   MT  1.00015293   -0 42 06.5
 AP0220;SPC TX S     -17,365,838.97    486,743.98   sFT  1.00015293   -0 42 06.5
 AP0220;UTM  14      - 3,131,291.661   397,459.480   MT  0.99972977   -0 29 45.3
 AP0220
 AP0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0220!SPC TXSC     -   0.99996383  x   1.00002380  =   0.99998763
 AP0220!SPC TX S     -   0.99996383  x   1.00015293  =   1.00011675
 AP0220!UTM  14      -   0.99996383  x   0.99972977  =   0.99969361
 AP0220
 AP0220:                Primary Azimuth Mark                     Grid Az
 AP0220:SPC TXSC     -  BARR AZ MK                               000 32 14.0
 AP0220:SPC TX S     -  BARR AZ MK                               000 43 36.0
 AP0220:UTM  14      -  BARR AZ MK                               000 31 14.8
 AP0220
 AP0220|---------------------------------------------------------------------|
 AP0220| PID    Reference Object                     Distance      Geod. Az  |
 AP0220|                                                           dddmmss.s |
 AP0220| CV3723 BARR AZ MK                                         0000129.5 |
 AP0220| AP0218 WINDMILL NEAR STA RED NO WHEEL      APPROX. 3.6 KM 0195054.0 |
 AP0220| AP0219 WINDMILL NEAR STA RED               APPROX. 3.3 KM 0335631.1 |
 AP0220| AO0740 WINDMILL                            APPROX. 8.7 KM 0460729.4 |
 AP0220| CV3724 BARR RM                              12.258 METERS 05906     |
 AP0220| AO0741 DENTONIO WINDMILL                   APPROX. 9.3 KM 0744419.7 |
 AP0220| AO0738 DENTONIO HOTEL SOUTH GABLE          APPROX. 9.1 KM 0771050.9 |
 AP0220| AP0217 WINDMILL NEAR STA BARR              APPROX. 1.2 KM 1004245.0 |
 AP0220| CV3725 BARR RM 2                            15.322 METERS 10503     |
 AP0220| CV3726 BARR RM 3                             9.550 METERS 21315     |
 AP0220| AP0223 WINDMILL                            APPROX.14.0 KM 3134736.0 |
 AP0220|---------------------------------------------------------------------|
 AP0220
 AP0220                          SUPERSEDED SURVEY CONTROL
 AP0220
 AP0220  NAD 83(1986)-  28 18 13.39388(N)    100 02 44.90887(W) AD(       ) 1
 AP0220  NAD 27      -  28 18 12.42500(N)    100 02 43.69400(W) AD(       ) 1
 AP0220  NGVD 29 (07/19/86)  253.6    (m)          832.     (f) VERT ANG       
 AP0220
 AP0220.Superseded values are not recommended for survey control.
 AP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0220.See file dsdata.txt to determine how the superseded data were derived.
 AP0220
 AP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS9745931292(NAD 83)
 AP0220_MARKER: DS = TRIANGULATION STATION DISK
 AP0220_SETTING: 0 = UNSPECIFIED SETTING
 AP0220
 AP0220  HISTORY     - Date     Condition        Report By
 AP0220  HISTORY     - 1918     MONUMENTED       CGS
 AP0220  HISTORY     - 1935     GOOD             CGS
 AP0220  HISTORY     - 1957     GOOD             GULF
 AP0220
 AP0220                          STATION DESCRIPTION
 AP0220
 AP0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0220'STATION IS ABOUT 6 MILES SW OF DENTONIO ON A WHITE ROCKY
 AP0220'HILL, THE HIGHEST IN THE VICINITY, AND 9 METERS (30 FEET)
 AP0220'N OF WHAT APPEARS TO BE AN OLD ROAD CROSSING HILL TO WESTWARD.
 AP0220'
 AP0220'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0220'CONCRETE.
 AP0220'
 AP0220'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0220'
 AP0220'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0220'CONCRETE, 12.258 METERS (40.22 FEET) FROM THE STATION,
 AP0220'N 59 DEG 06 MIN E.
 AP0220'
 AP0220'TO REACH THE STATION FROM DENTONIO, TAKE THE ROAD W PAST THE
 AP0220'POST OFFICE FOR 3-1/2 MILES TO A FORK OF THE ROAD.  TAKE THE
 AP0220'RIGHT-HAND ROAD LEADING THROUGH A GATE TO THE WESTWARD AND
 AP0220'FOLLOW ROAD PAST DIRT TANK, OVER FLAT RIDGE, PAST WINDMILL
 AP0220'AND TANK TO A POINT 6.6 MILES FROM DENTONIO TO WHERE THE
 AP0220'ROAD CROSSES OVER A HILL AND DESCENDS INTO A SMALL VALLEY.
 AP0220'CROSS THE FIRST DITCH OR ARROYO AND TURN TO THE RIGHT, WHERE
 AP0220'THE STATION IS LOCATED ON THE TOP OF A HILL ABOUT 150 METERS
 AP0220'(492 FEET) N OF THE ROAD.
 AP0220
 AP0220                          STATION RECOVERY (1935)
 AP0220
 AP0220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WIG)
 AP0220'ORIGINAL DESCRIPTION GOOD.  STATION IN GOOD CONDITION.
 AP0220
 AP0220                          STATION RECOVERY (1957)
 AP0220
 AP0220'RECOVERY NOTE BY GULF REFINING COMPANY 1957 (CJ)
 AP0220'STATION IS IN GOOD CONDITION IN NEWLY PLOWED PASTURE AREA.
 AP0220'THE REFERENCE MARK WAS BROKEN BY RECENT PLOWING OPERATIONS
 AP0220'AND THE TOP 8 INCHES, INCLUDING THE DISK, WAS FOUND LYING
 AP0220'FLAT ON GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1540 ***********************************************************************
 AH1540  DESIGNATION -  BARRA
 AH1540  PID         -  AH1540
 AH1540  STATE/COUNTY-  TX/KENEDY
 AH1540  USGS QUAD   -  SARITA SW (1979)
 AH1540
 AH1540                         *CURRENT SURVEY CONTROL
 AH1540  ___________________________________________________________________
 AH1540* NAD 83(1993)-  27 00 37.33557(N)    097 59 05.45712(W)     ADJUSTED  
 AH1540* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AH1540  ___________________________________________________________________
 AH1540  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AH1540  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AH1540
 AH1540  HORZ ORDER  -  FIRST
 AH1540
 AH1540.The horizontal coordinates were established by classical geodetic methods
 AH1540.and adjusted by the National Geodetic Survey in February 1996..
 AH1540
 AH1540.The orthometric height was scaled from a topographic map.
 AH1540
 AH1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1540
 AH1540.The geoid height was determined by GEOID03.
 AH1540
 AH1540;                    North         East     Units Scale Factor Converg.
 AH1540;SPC TX S     - 5,148,975.277   351,121.025   MT  0.99989481   +0 14 02.0
 AH1540;SPC TX S     -16,892,929.72  1,151,969.56   sFT  0.99989481   +0 14 02.0
 AH1540;UTM  14      - 2,987,989.146   600,712.254   MT  0.99972521   +0 27 39.9
 AH1540
 AH1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1540!SPC TX S     -   1.00000034  x   0.99989481  =   0.99989515
 AH1540!UTM  14      -   1.00000034  x   0.99972521  =   0.99972555
 AH1540
 AH1540|---------------------------------------------------------------------|
 AH1540| PID    Reference Object                     Distance      Geod. Az  |
 AH1540|                                                           dddmmss.s |
 AH1540| AH1541 BARROSO USGS 1960                     4.433 METERS 01819     |
 AH1540| CV2929 BARRA RM 1                           25.532 METERS 02350     |
 AH1540| CV2930 BARRA RM 2                           25.219 METERS 14558     |
 AH1540| CV2928 BARRA AZ MK                                        1703152.3 |
 AH1540| AE1417 ENCINO SW BELL TEL MICROWAVE        APPROX.17.8 KM 2360110.7 |
 AH1540| AJ1271 FALFURRIAS MOBIL OIL CO MAST        APPROX.25.4 KM 3214751.2 |
 AH1540|---------------------------------------------------------------------|
 AH1540
 AH1540                          SUPERSEDED SURVEY CONTROL
 AH1540
 AH1540  NAD 83(1986)-  27 00 37.34709(N)    097 59 05.42882(W) AD(       ) 1
 AH1540  NAD 27      -  27 00 36.16060(N)    097 59 04.42460(W) AD(       ) 1
 AH1540
 AH1540.Superseded values are not recommended for survey control.
 AH1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1540.See file dsdata.txt to determine how the superseded data were derived.
 AH1540
 AH1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ0071287989(NAD 83)
 AH1540_MARKER: DS = TRIANGULATION STATION DISK
 AH1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1540
 AH1540  HISTORY     - Date     Condition        Report By
 AH1540  HISTORY     - 1960     MONUMENTED       CGS
 AH1540
 AH1540                          STATION DESCRIPTION
 AH1540
 AH1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AH1540'THE STATION IS APPROXIMATELY 18.0 MILES SOUTHEAST OF FALFURRIAS,
 AH1540'12.0 MILES NORTHEAST OF RACHAL, 11.0 MILES NORTHEAST OF
 AH1540'ENCINO, ON THE SUMMIT OF A LOW SAND HILL, ON PROPERTY OF
 AH1540'THE BARROSO DIVISION OF THE KING RANCH.
 AH1540'
 AH1540'TO REACH THE STATION FROM THE POST OFFICE IN ENCINO, GO NORTH
 AH1540'ON U.S. HIGHWAY 281 FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT
 AH1540'AT A GATE AND WATCHMANS HOUSE ON THE RIGHT.  TURN RIGHT, PASS
 AH1540'THROUGH THE GATE, GO EASTERLY ON A PAVED ROAD 0.2 MILE TO THE
 AH1540'HOME OF MR. MC BRIDE (RANCH HEADQUARTERS) ON THE LEFT.  CONTINUE
 AH1540'EASTERLY ON THE PAVED ROAD 2.0 MILES TO A BUMPER GATE.  PASS
 AH1540'THROUGH AND CONTINUE ON THE MAIN PAVED ROAD 0.7 MILE TO
 AH1540'A FORK.  BEAR RIGHT AND GO 0.2 MILE TO A BUMPER GATE.  PASS
 AH1540'THROUGH AND CONTINUE ON THE MAIN PAVED ROAD 0.25 MILE TO A
 AH1540'CROSSROAD.  CONTINUE STRAIGHT AHEAD 0.1 MILE TO A BUMPER
 AH1540'GATE.  PASS THROUGH AND CONTINUE ON THE MAIN PAVED ROAD
 AH1540'2.2 MILES TO A PAVED ROAD ON THE RIGHT.  BEAR LEFT,
 AH1540'STRAIGHT AHEAD FOR 1.0 MILE TO A GAS PLANT ON THE LEFT.
 AH1540'CONTINUE STRAIGHT AHEAD 0.5 MILE TO A CLOVERLEAF AND
 AH1540'CROSSROAD.  TURN LEFT AND GO NORTH ON A PAVED ROAD 0.8 MILE
 AH1540'TO A ROAD ON THE LEFT.  BEAR RIGHT, STRAIGHT AHEAD AND GO
 AH1540'NORTHEASTERLY ON THE PAVED ROAD 1.2 MILES TO A BUMPER
 AH1540'GATE.  PASS THROUGH AND CONTINUE NORTHEASTERLY 2.0 MILES TO
 AH1540'A BUMPER GATE.  PASS THROUGH AND CONTINUE ON THE PAVED
 AH1540'ROAD 0.9 MILE TO A FORK AND THE AZIMUTH MARK ON THE RIGHT
 AH1540'NEAR A LONE TREE.  BEAR LEFT 0.05 MILE TO A CROSSROAD.
 AH1540'CONTINUE STRAIGHT AHEAD ON A SAND ROAD 0.25 MILE TO A
 AH1540'GROUP OF TREES ON THE RIGHT AND THE STATION
 AH1540'APPROXIMATELY 300 FEET NORTHEAST ON THE SUMMIT OF A SAND
 AH1540'HILL.
 AH1540'
 AH1540'STATION MARKS ARE STANDARD DISKS STAMPED BARRA 1960.  THE
 AH1540'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AH1540'1 INCH.  IT IS 156 FEET SOUTHEAST OF A 20-INCH TREE WITH
 AH1540'A TRIANGULAR BLAZE AND 109 FEET EAST OF AN 18-INCH TREE WITH
 AH1540'A TRIANGULAR BLAZE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AH1540'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 AH1540'
 AH1540'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BARRA NO 1
 AH1540'1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 AH1540'OF THE GROUND.  IT IS 123 FEET SOUTHEAST OF THE 20-INCH
 AH1540'TREE.
 AH1540'
 AH1540'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BARRA NO 2 1960,
 AH1540'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 AH1540'THE GROUND.  IT IS 153 FEET EAST OF THE 18-INCH TREE.
 AH1540'
 AH1540'BARROSO (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 AH1540'DISK STAMPED BARROSO 1953, SET IN AN 8-INCH SQUARE CONCRETE
 AH1540'POST WHICH PROJECTS 2 FEET.
 AH1540'
 AH1540'AZIMUTH MARK IS A STANDARD DISK STAMPED BARRA 1960, SET IN
 AH1540'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 61
 AH1540'FEET NORTHEAST OF THE ROAD FORK AND 5 FEET WEST OF A LONE
 AH1540'TREE.
 AH1540'
 AH1540'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AH1540'
 AH1540'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0844 ***********************************************************************
 EN0844  DESIGNATION -  BARRETT
 EN0844  PID         -  EN0844
 EN0844  STATE/COUNTY-  TX/SWISHER
 EN0844  USGS QUAD   -  PROVIDENCE (1969)
 EN0844
 EN0844                         *CURRENT SURVEY CONTROL
 EN0844  ___________________________________________________________________
 EN0844* NAD 83(1993)-  34 19 00.13284(N)    101 34 03.44596(W)     ADJUSTED  
 EN0844* NAVD 88     -      1020.     (meters)    3346.     (feet)  SCALED    
 EN0844  ___________________________________________________________________
 EN0844  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 EN0844  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EN0844
 EN0844  HORZ ORDER  -  SECOND
 EN0844
 EN0844.The horizontal coordinates were established by classical geodetic methods
 EN0844.and adjusted by the National Geodetic Survey in February 1996..
 EN0844
 EN0844.The orthometric height was scaled from a topographic map.
 EN0844
 EN0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0844
 EN0844.The geoid height was determined by GEOID03.
 EN0844
 EN0844;                    North         East     Units Scale Factor Converg.
 EN0844;SPC TX N     - 1,035,137.872   193,775.279   MT  1.00009392   -0 02 21.1
 EN0844;SPC TX N     - 3,396,114.84    635,744.39   sFT  1.00009392   -0 02 21.1
 EN0844;SPC TXNC     - 2,298,012.013   317,661.556   MT  1.00011645   -1 40 23.0
 EN0844;SPC TXNC     - 7,539,394.41  1,042,194.62   sFT  1.00011645   -1 40 23.0
 EN0844;UTM  14      - 3,800,258.019   263,740.054   MT  1.00028810   -1 26 53.6
 EN0844
 EN0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0844!SPC TX N     -   0.99984403  x   1.00009392  =   0.99993793
 EN0844!SPC TXNC     -   0.99984403  x   1.00011645  =   0.99996046
 EN0844!UTM  14      -   0.99984403  x   1.00028810  =   1.00013208
 EN0844
 EN0844|---------------------------------------------------------------------|
 EN0844| PID    Reference Object                     Distance      Geod. Az  |
 EN0844|                                                           dddmmss.s |
 EN0844| CJ6574 BARRETT RM 1                         24.590 METERS 14802     |
 EN0844| CJ6575 BARRETT RM 2                         28.866 METERS 23155     |
 EN0844| CJ6573 BARRETT AZ MK                                      2502054.4 |
 EN0844|---------------------------------------------------------------------|
 EN0844
 EN0844                          SUPERSEDED SURVEY CONTROL
 EN0844
 EN0844  NAD 83(1993)-  34 19 00.13676(N)    101 34 03.44210(W) AD(       ) 2
 EN0844  NAD 83(1986)-  34 19 00.13892(N)    101 34 03.44042(W) AD(       ) 2
 EN0844  NAD 27      -  34 18 59.89650(N)    101 34 01.82085(W) AD(       ) 2
 EN0844
 EN0844.Superseded values are not recommended for survey control.
 EN0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0844.See file dsdata.txt to determine how the superseded data were derived.
 EN0844
 EN0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6374000258(NAD 83)
 EN0844_MARKER: DS = TRIANGULATION STATION DISK
 EN0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0844
 EN0844  HISTORY     - Date     Condition        Report By
 EN0844  HISTORY     - 1964     MONUMENTED       CGS
 EN0844
 EN0844                          STATION DESCRIPTION
 EN0844
 EN0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0844'THE STATION IS ABOUT 15-1/4 MILES NORTHWEST OF LOCKNEY, 11 MILES
 EN0844'EAST-SOUTHEAST OF KRESS AND 10-1/2 MILES NORTHEAST OF PLAINVIEW, ON
 EN0844'PROPERTY AND NEAR THE HOME OF MR. S.A. BARRETT.
 EN0844'
 EN0844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EN0844'HIGHWAY 387 IN THE SOUTH EDGE OF LOCKNEY, GO NORTHEAST ON U.S.
 EN0844'HIGHWAY 70 FOR 4.6 MILES TO THE JUNCTION WITH FARM ROAD 2301 ON THE
 EN0844'RIGHT.  TURN RIGHT AND GO NORTH ON FARM ROAD 2301 FOR 12.3 MILES
 EN0844'TO A CROSSROAD AND THE PROVIDENCE GRAIN COMPANY BUILDINGS IN
 EN0844'THE NORTHEAST ANGLE OF THE INTERSECTION.  CONTINUE NORTH ON THE FARM
 EN0844'ROAD FOR 4.0 MILES TO WHERE THE FARM ROAD TURNS LEFT, WEST,
 EN0844'AND A GRAVELED ROAD CONTINUES STRAIGHT AHEAD.  TURN LEFT AND GO WEST
 EN0844'ON FARM ROAD FOR 2.8 MILES TO THE BARRETT HOME ON THE LEFT.  (TO
 EN0844'REACH THE AZIMUTH MARK, CONTINUE WEST ON FARM ROAD FOR 0.35 MILE
 EN0844'TO A FORK.  TAKE THE LEFT FORK FOR 0.05 MILE TO A DIRT SIDE ROAD
 EN0844'LEFT.  TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.2 MILE TO THE MARK
 EN0844'ON THE RIGHT.) TURN LEFT, ON GRAVELED DRIVEWAY AND GO SOUTH FOR
 EN0844'0.05 MILE TO THE STATION ON THE RIGHT.
 EN0844'
 EN0844'STATION MARK IS A STANDARD DISK, STAMPED BARRETT 1964, SET IN THE TOP
 EN0844'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EN0844'GROUND.  IT IS 98 FEET EAST OF THE CENTERLINE OF A GRAVELED
 EN0844'DRIVEWAY, 96 FEET NORTHEAST OF THE NORTHWEST CORNER OF A LARGE METAL
 EN0844'BUILDING, 83 FEET WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 66
 EN0844'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE METAL BUILDING
 EN0844'AND 18 FEET SOUTH OF A WIRE FENCE.
 EN0844'
 EN0844'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BARRETT NO 1 1964,
 EN0844'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE APRON
 EN0844'OF THE METAL BUILDING.  IT IS 37 FEET NORTHEAST OF THE SOUTHEAST
 EN0844'CORNER OF THE METAL BUILDING, 29 FEET SOUTH OF THE CENTERLINE OF
 EN0844'AN EAST-WEST, GRAVELED DRIVEWAY, 18.5 FEET EAST-SOUTHEAST OF THE
 EN0844'NORTHEAST CORNER OF THE METAL BUILDING AND ABOUT THE SAME
 EN0844'ELEVATION AS THE STATION.
 EN0844'
 EN0844'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BARRETT NO 2 1964, SET
 EN0844'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 EN0844'OF THE GROUND.  IT IS 27 FEET SOUTH OF THE CENTERLINE OF THE
 EN0844'EAST-WEST DRIVEWAY, 2.3 FEET NORTH OF THE NORTHWEST CORNER OF THE
 EN0844'METAL BUILDING AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0844'
 EN0844'AZIMUTH MARK IS A STANDARD DISK, STAMPED BARRETT 1964, SET IN THE TOP
 EN0844'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 28
 EN0844'FEET WEST OF THE CENTERLINE OF A GRADED ROAD, 2.6 FEET NORTH OF A
 EN0844'TELEPHONE LINE POLE AND 2.6 FEET SOUTH OF A WITNESS POST.
 EN0844'
 EN0844'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1463 ***********************************************************************
 DN1463  DESIGNATION -  BARRETT
 DN1463  PID         -  DN1463
 DN1463  STATE/COUNTY-  TX/WISE
 DN1463  USGS QUAD   -  CHICO (1978)
 DN1463
 DN1463                         *CURRENT SURVEY CONTROL
 DN1463  ___________________________________________________________________
 DN1463* NAD 83(1993)-  33 19 41.33371(N)    097 48 17.95811(W)     ADJUSTED  
 DN1463* NAVD 88     -       312.2    (meters)    1024.     (feet)  VERTCON   
 DN1463  ___________________________________________________________________
 DN1463  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DN1463  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DN1463
 DN1463  HORZ ORDER  -  THIRD
 DN1463
 DN1463.The horizontal coordinates were established by classical geodetic methods
 DN1463.and adjusted by the National Geodetic Survey in February 1996..
 DN1463
 DN1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1463
 DN1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1463
 DN1463.The geoid height was determined by GEOID03.
 DN1463
 DN1463;                    North         East     Units Scale Factor Converg.
 DN1463;SPC TXNC     - 2,184,456.473   664,701.608   MT  0.99988423   +0 22 44.6
 DN1463;SPC TXNC     - 7,166,837.61  2,180,775.19   sFT  0.99988423   +0 22 44.6
 DN1463;UTM  14      - 3,688,303.773   611,221.157   MT  0.99975251   +0 39 23.9
 DN1463
 DN1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1463!SPC TXNC     -   0.99995528  x   0.99988423  =   0.99983952
 DN1463!UTM  14      -   0.99995528  x   0.99975251  =   0.99970780
 DN1463
 DN1463                          SUPERSEDED SURVEY CONTROL
 DN1463
 DN1463  NAD 83(1993)-  33 19 41.33516(N)    097 48 17.95180(W) AD(       ) 3
 DN1463  NAD 83(1986)-  33 19 41.33783(N)    097 48 17.94398(W) AD(       ) 3
 DN1463  NGVD 29 (07/26/91)  312.1    (m)         1024.     (f) VERT ANG       
 DN1463
 DN1463.Superseded values are not recommended for survey control.
 DN1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1463.See file dsdata.txt to determine how the superseded data were derived.
 DN1463
 DN1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1122188304(NAD 83)
 DN1463_MARKER: DS = TRIANGULATION STATION DISK
 DN1463_SETTING: 0 = UNSPECIFIED SETTING
 DN1463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1463
 DN1463  HISTORY     - Date     Condition        Report By
 DN1463  HISTORY     - 1958     MONUMENTED       USGS
 DN1463
 DN1463                          STATION DESCRIPTION
 DN1463
 DN1463'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1463'STATION IS IN WISE COUNTY TEXAS, ABOUT 7.0 MI. E-SE. OF ALVORD, TEXAS,
 DN1463'2.5 MI. N. OF CHICO, TEXAS, 0.2 MI. E. OF TEXAS HIGHWAY 114, 0.1 MI.
 DN1463'E. OF A BRICK FARM HOUSE, JUST N. OF AN OIL WELL, ON THE W. EDGE OF A
 DN1463'FIELD RD. AND E. 1.0 FT. OF A FENCE.
 DN1463'
 DN1463'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.3 FT.,
 DN1463'STAMPED---BARRETT ET-1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0812 ***********************************************************************
 CB0812  DESIGNATION -  BARRETT ET
 CB0812  PID         -  CB0812
 CB0812  STATE/COUNTY-  TX/RUNNELS
 CB0812  USGS QUAD   -  HERRING RANCH (1987)
 CB0812
 CB0812                         *CURRENT SURVEY CONTROL
 CB0812  ___________________________________________________________________
 CB0812* NAD 83(1993)-  31 52 17.30269(N)    100 07 18.38513(W)     ADJUSTED  
 CB0812* NAVD 88     -       573.9    (meters)    1883.     (feet)  VERTCON   
 CB0812  ___________________________________________________________________
 CB0812  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CB0812  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 CB0812
 CB0812  HORZ ORDER  -  THIRD
 CB0812  VERT ORDER  -  THIRD ? (See Below)
 CB0812
 CB0812.The horizontal coordinates were established by classical geodetic methods
 CB0812.and adjusted by the National Geodetic Survey in February 1996..
 CB0812
 CB0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0812.The vertical order pertains to the NGVD 29 superseded value.
 CB0812
 CB0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0812
 CB0812.The geoid height was determined by GEOID03.
 CB0812
 CB0812;                    North         East     Units Scale Factor Converg.
 CB0812;SPC TX C     - 3,244,444.205   720,018.700   MT  0.99999684   +0 06 32.3
 CB0812;SPC TX C     -10,644,480.70  2,362,261.35   sFT  0.99999684   +0 06 32.3
 CB0812;UTM  14      - 3,526,738.093   393,891.922   MT  0.99973885   -0 35 32.5
 CB0812
 CB0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0812!SPC TX C     -   0.99991385  x   0.99999684  =   0.99991069
 CB0812!UTM  14      -   0.99991385  x   0.99973885  =   0.99965272
 CB0812
 CB0812:                Primary Azimuth Mark                     Grid Az
 CB0812:SPC TX C     -  HAM ET                                   345 04 32.5
 CB0812:UTM  14      -  HAM ET                                   345 46 37.3
 CB0812
 CB0812|---------------------------------------------------------------------|
 CB0812| PID    Reference Object                     Distance      Geod. Az  |
 CB0812|                                                           dddmmss.s |
 CB0812| CB0814 HAM ET                              APPROX. 2.5 KM 3451104.8 |
 CB0812|---------------------------------------------------------------------|
 CB0812
 CB0812                          SUPERSEDED SURVEY CONTROL
 CB0812
 CB0812  NAD 83(1986)-  31 52 17.30922(N)    100 07 18.37131(W) AD(       ) 3
 CB0812  NAD 27      -  31 52 16.77124(N)    100 07 17.04326(W) AD(       ) 3
 CB0812  NGVD 29 (07/19/86)  573.7    (m)         1882.     (f) LEVELING    3  
 CB0812
 CB0812.Superseded values are not recommended for survey control.
 CB0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0812.See file dsdata.txt to determine how the superseded data were derived.
 CB0812
 CB0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA9389226738(NAD 83)
 CB0812_MARKER: DD = SURVEY DISK
 CB0812_SETTING: 0 = UNSPECIFIED SETTING
 CB0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0812
 CB0812  HISTORY     - Date     Condition        Report By
 CB0812  HISTORY     - 1958     MONUMENTED       USGS
 CB0812
 CB0812                          STATION DESCRIPTION
 CB0812
 CB0812'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0812'STATION IS LOCATED AT NORTON, RUNNELS COUNTY, TEXAS, ABOUT 0.3 MI. E.
 CB0812'OF F. M. ROAD 383 THROUGH NORTON.
 CB0812'
 CB0812'TO REACH THE STATION FROM THE POST OFFICE IN NORTON, GO N. 0.05 MI. TO
 CB0812'CROSSROAD AND THEN 0.25 MI. E. ALONG GRADED RD. TO FENCE CORNER AND
 CB0812'STATION ON THE RIGHT, 21 FT. S. OF CENTERLINE RD., 2 FT. S. AND 2 FT.
 CB0812'W. OF FENCE CORNER.
 CB0812'
 CB0812'STATION MARK--A STANDARD USGS ALUMINUM TABLET SET IN TOP OF A CONCRETE
 CB0812'POST PROJECTING ABOUT 0.2 FT. AND STAMPED ---BARRETT-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0652 ***********************************************************************
 AZ0652  DESIGNATION -  BARRON ET
 AZ0652  PID         -  AZ0652
 AZ0652  STATE/COUNTY-  TX/EDWARDS
 AZ0652  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0652
 AZ0652                         *CURRENT SURVEY CONTROL
 AZ0652  ___________________________________________________________________
 AZ0652* NAD 83(1993)-  29 58 12.65345(N)    100 36 24.16504(W)     ADJUSTED  
 AZ0652* NAVD 88     -       701.8    (meters)    2302.     (feet)  VERTCON   
 AZ0652  ___________________________________________________________________
 AZ0652  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AZ0652  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 AZ0652
 AZ0652  HORZ ORDER  -  SECOND
 AZ0652
 AZ0652.The horizontal coordinates were established by classical geodetic methods
 AZ0652.and adjusted by the National Geodetic Survey in February 1996..
 AZ0652
 AZ0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0652
 AZ0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0652
 AZ0652.The geoid height was determined by GEOID03.
 AZ0652
 AZ0652;                    North         East     Units Scale Factor Converg.
 AZ0652;SPC TXSC     - 4,237,888.938   444,944.541   MT  0.99992454   -0 47 13.7
 AZ0652;SPC TXSC     -13,903,807.29  1,459,788.88   sFT  0.99992454   -0 47 13.7
 AZ0652;UTM  14      - 3,316,567.216   344,979.737   MT  0.99989650   -0 48 10.1
 AZ0652
 AZ0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0652!SPC TXSC     -   0.99989331  x   0.99992454  =   0.99981786
 AZ0652!UTM  14      -   0.99989331  x   0.99989650  =   0.99978982
 AZ0652
 AZ0652|---------------------------------------------------------------------|
 AZ0652| PID    Reference Object                     Distance      Geod. Az  |
 AZ0652|                                                           dddmmss.s |
 AZ0652| CV3727 BARRON ET RM 1                       17.145 METERS 05614     |
 AZ0652| CV3728 BARRON ET RM 2                       25.721 METERS 16913     |
 AZ0652| AZ0656 NEWMAN                              APPROX.12.9 KM 2110803.7 |
 AZ0652|---------------------------------------------------------------------|
 AZ0652
 AZ0652                          SUPERSEDED SURVEY CONTROL
 AZ0652
 AZ0652  NAD 83(1986)-  29 58 12.64856(N)    100 36 24.15216(W) AD(       ) 2
 AZ0652  NAD 27      -  29 58 11.89651(N)    100 36 22.81998(W) AD(       ) 2
 AZ0652  NGVD 29 (07/19/86)  701.7    (m)         2302.     (f) VERT ANG       
 AZ0652
 AZ0652.Superseded values are not recommended for survey control.
 AZ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0652.See file dsdata.txt to determine how the superseded data were derived.
 AZ0652
 AZ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4498016567(NAD 83)
 AZ0652_MARKER: DD = SURVEY DISK
 AZ0652_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0652_SP_SET: PARTIALLY EXPOSED BEDROCK
 AZ0652
 AZ0652  HISTORY     - Date     Condition        Report By
 AZ0652  HISTORY     - 1971     MONUMENTED       USGS
 AZ0652
 AZ0652                          STATION DESCRIPTION
 AZ0652
 AZ0652'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0652'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO BRUSH.
 AZ0652'
 AZ0652'THE STATION IS LOCATED NORTH 19 DEGREES EAST, 13 MILES AIRLINE
 AZ0652'DISTANCE FROM CARTA VALLEY, TEXAS, AND 4.7 MILES WEST OF
 AZ0652'U.S. HIGHWAY 377 ON LAND OWNED BY BARRON-MC CLAIN.
 AZ0652'
 AZ0652'TO REACH FROM CARTA VALLEY, TEXAS, GO 19.4 MILES NORTHEAST ON
 AZ0652'U.S. HIGHWAY 377 TO A GRADED ROAD LEFT (NORTHWEST), (THIS ROAD IS
 AZ0652'20.3 MILES WEST OF ROCKSPRINGS, TEXAS), GO 5.7 MILES NORTHWEST ON
 AZ0652'GRADED ROAD TO GRADED ROAD LEFT (SOUTHWEST), GO 3.7 MILES
 AZ0652'SOUTHWEST ON GRADED ROAD TO SHED AND LARGE CORRAL, PASS THRU THREE
 AZ0652'GATES IN CORRALS, AND GO 1.5 MILES SOUTH ON TRACK ROAD ALONG
 AZ0652'WEST SIDE OF FENCE TO ROAD FORKS, TAKE RIGHT FORK AND GO 1.2
 AZ0652'MILES SOUTHWEST ON TRACK ROAD TO WINDMILL IN PROMINENT SADDLE,
 AZ0652'WITH 4 WHEEL-DRIVE GO ACROSS COUNTRY SOUTH-SOUTHEAST UP NOSE OF
 AZ0652'RIDGE AND ALONG TOP OF RIDGE 0.6 MILES TO END OF TRUCK TRAVEL
 AZ0652'AT T-FENCE NORTH.  STATION SITE IS 140 FEET EAST AND 230 FEET
 AZ0652'SOUTH OF T-FENCE NORTH AND 12 FEET EAST OF A USGS WITNESS SIGN
 AZ0652'MOUNTED ON A METAL POST BETWEEN TWO OAK CLUMPS.
 AZ0652'
 AZ0652'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET IN
 AZ0652'BEDROCK.
 AZ0652'
 AZ0652'STATION MARK--TABLET PROJECTING 0.3 FEET ABOVE GROUND, AND STAMPED
 AZ0652'BARRON ET 1971.
 AZ0652'
 AZ0652'REFERENCE MARK NO. 1--TABLET PROJECTING 0.5 FEET ABOVE GROUND,
 AZ0652'AND STAMPED BARRON ET 1971-NO. 1.
 AZ0652'
 AZ0652'REFERENCE MARK NO. 2--TABLET IS FLUSH WITH THE GROUND, AND STAMPED
 AZ0652'BARRON ET 1971-NO. 2.
 AZ0652'
 AZ0652'STATION NEWMAN USED 1941. IS VISIBLE FROM THE GROUND AT THIS
 AZ0652'STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE
 AZ0652'MADE FROM A SCAFFOLD, AT A HEIGHT OF 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1541 ***********************************************************************
 AH1541  DESIGNATION -  BARROSO USGS 1960
 AH1541  PID         -  AH1541
 AH1541  STATE/COUNTY-  TX/KENEDY
 AH1541  USGS QUAD   -  SARITA SW (1979)
 AH1541
 AH1541                         *CURRENT SURVEY CONTROL
 AH1541  ___________________________________________________________________
 AH1541* NAD 83(1993)-  27 00 37.47230(N)    097 59 05.40660(W)     ADJUSTED  
 AH1541* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AH1541  ___________________________________________________________________
 AH1541  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AH1541  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AH1541
 AH1541  HORZ ORDER  -  SECOND
 AH1541
 AH1541.The horizontal coordinates were established by classical geodetic methods
 AH1541.and adjusted by the National Geodetic Survey in February 1996..
 AH1541
 AH1541.The orthometric height was scaled from a topographic map.
 AH1541
 AH1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1541
 AH1541.The geoid height was determined by GEOID03.
 AH1541
 AH1541;                    North         East     Units Scale Factor Converg.
 AH1541;SPC TX S     - 5,148,979.491   351,122.400   MT  0.99989481   +0 14 02.0
 AH1541;SPC TX S     -16,892,943.55  1,151,974.07   sFT  0.99989481   +0 14 02.0
 AH1541;UTM  14      - 2,987,993.364   600,713.613   MT  0.99972522   +0 27 39.9
 AH1541
 AH1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1541!SPC TX S     -   1.00000034  x   0.99989481  =   0.99989515
 AH1541!UTM  14      -   1.00000034  x   0.99972522  =   0.99972556
 AH1541
 AH1541                          SUPERSEDED SURVEY CONTROL
 AH1541
 AH1541  NAD 83(1986)-  27 00 37.48383(N)    097 59 05.37831(W) AD(       ) 2
 AH1541  NAD 27      -  27 00 36.29730(N)    097 59 04.37410(W) AD(       ) 2
 AH1541
 AH1541.Superseded values are not recommended for survey control.
 AH1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1541.See file dsdata.txt to determine how the superseded data were derived.
 AH1541
 AH1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ0071487993(NAD 83)
 AH1541_MARKER: DB = BENCH MARK DISK
 AH1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1541_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1541+STABILITY: SURFACE MOTION
 AH1541
 AH1541  HISTORY     - Date     Condition        Report By
 AH1541  HISTORY     - 1960     MONUMENTED       USGS
 AH1541
 AH1541                          STATION DESCRIPTION
 AH1541
 AH1541'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1541'THE STATION IS APPROXIMATELY 18.0 MILES SOUTHEAST OF FALFURRIAS,
 AH1541'12.0 MILES NORTHEAST OF RACHAL, 11.0 MILES NORTHEAST OF
 AH1541'ENCINO, ON THE SUMMIT OF A LOW SAND HILL, ON PROPERTY OF
 AH1541'THE BARROSO DIVISION OF THE KING RANCH.
 AH1541'
 AH1541'TO REACH THE STATION FROM THE POST OFFICE IN ENCINO, GO NORTH
 AH1541'ON U.S. HIGHWAY 281 FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT
 AH1541'AT A GATE AND WATCHMANS HOUSE ON THE RIGHT.  TURN RIGHT, PASS
 AH1541'THROUGH THE GATE, GO EASTERLY ON A PAVED ROAD 0.2 MILE TO THE
 AH1541'HOME OF MR. MC BRIDE (RANCH HEADQUARTERS) ON THE LEFT.  CONTINUE
 AH1541'EASTERLY ON THE PAVED ROAD 2.0 MILES TO A BUMPER GATE.  PASS
 AH1541'THROUGH AND CONTINUE ON THE MAIN PAVED ROAD 0.7 MILE TO
 AH1541'A FORK.  BEAR RIGHT AND GO 0.2 MILE TO A BUMPER GATE.  PASS
 AH1541'THROUGH AND CONTINUE ON THE MAIN PAVED ROAD 0.25 MILE TO A
 AH1541'CROSSROAD.  CONTINUE STRAIGHT AHEAD 0.1 MILE TO A BUMPER
 AH1541'GATE.  PASS THROUGH AND CONTINUE ON THE MAIN PAVED ROAD
 AH1541'2.2 MILES TO A PAVED ROAD ON THE RIGHT.  BEAR LEFT,
 AH1541'STRAIGHT AHEAD FOR 1.0 MILE TO A GAS PLANT ON THE LEFT.
 AH1541'CONTINUE STRAIGHT AHEAD 0.5 MILE TO A CLOVERLEAF AND
 AH1541'CROSSROAD.  TURN LEFT AND GO NORTH ON A PAVED ROAD 0.8 MILE
 AH1541'TO A ROAD ON THE LEFT.  BEAR RIGHT, STRAIGHT AHEAD AND GO
 AH1541'NORTHEASTERLY ON THE PAVED ROAD 1.2 MILES TO A BUMPER
 AH1541'GATE.  PASS THROUGH AND CONTINUE NORTHEASTERLY 2.0 MILES TO
 AH1541'A BUMPER GATE.  PASS THROUGH AND CONTINUE ON THE PAVED
 AH1541'ROAD 0.9 MILE TO A FORK AND THE AZIMUTH MARK ON THE RIGHT
 AH1541'NEAR A LONE TREE.  BEAR LEFT 0.05 MILE TO A CROSSROAD.
 AH1541'CONTINUE STRAIGHT AHEAD ON A SAND ROAD 0.25 MILE TO A
 AH1541'GROUP OF TREES ON THE RIGHT AND THE STATION
 AH1541'APPROXIMATELY 300 FEET NORTHEAST ON THE SUMMIT OF A SAND
 AH1541'HILL.
 AH1541'
 AH1541'BARROSO (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 AH1541'DISK STAMPED BARROSO 1953, SET IN AN 8-INCH SQUARE CONCRETE
 AH1541'POST WHICH PROJECTS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6079 ***********************************************************************
 AW6079  DESIGNATION -  BARROW 1933
 AW6079  PID         -  AW6079
 AW6079  STATE/COUNTY-  TX/CHAMBERS
 AW6079  USGS QUAD   -  UMBRELLA POINT (1994)
 AW6079
 AW6079                         *CURRENT SURVEY CONTROL
 AW6079  ___________________________________________________________________
 AW6079* NAD 83(1993)-  29 44 06.58422(N)    094 50 13.16624(W)     ADJUSTED  
 AW6079* NAVD 88     -         6.44   (+/-2cm)      21.1    (feet)  VERTCON   
 AW6079  ___________________________________________________________________
 AW6079  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AW6079  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6079
 AW6079  HORZ ORDER  -  SECOND
 AW6079  VERT ORDER  -  THIRD ? (See Below)
 AW6079
 AW6079.The horizontal coordinates were established by classical geodetic methods
 AW6079.and adjusted by the National Geodetic Survey in February 1996..
 AW6079
 AW6079.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6079.The vertical order pertains to the NGVD 29 superseded value.
 AW6079
 AW6079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6079
 AW6079.The geoid height was determined by GEOID03.
 AW6079
 AW6079;                    North         East     Units Scale Factor Converg.
 AW6079;SPC TXSC     - 4,217,940.791 1,002,605.222   MT  0.99988756   +2 02 22.2
 AW6079;SPC TXSC     -13,838,360.75  3,289,380.63   sFT  0.99988756   +2 02 22.2
 AW6079;UTM  15      - 3,290,852.663   322,342.382   MT  0.99998944   -0 54 40.9
 AW6079
 AW6079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6079!SPC TXSC     -   1.00000327  x   0.99988756  =   0.99989083
 AW6079!UTM  15      -   1.00000327  x   0.99998944  =   0.99999271
 AW6079
 AW6079:                Primary Azimuth Mark                     Grid Az
 AW6079:SPC TXSC     -  MARSH 1933                               039 45 25.1
 AW6079:UTM  15      -  MARSH 1933                               042 42 28.2
 AW6079
 AW6079|---------------------------------------------------------------------|
 AW6079| PID    Reference Object                     Distance      Geod. Az  |
 AW6079|                                                           dddmmss.s |
 AW6079| AW6208 MARSH 1933                          APPROX. 3.5 KM 0414747.3 |
 AW6079| AW6056 ANAHUAC MUNICIPAL TANK              APPROX.15.6 KM 0765818.1 |
 AW6079| AW6080 BARROW 2                             13.765 METERS 28807     |
 AW6079|---------------------------------------------------------------------|
 AW6079
 AW6079                          SUPERSEDED SURVEY CONTROL
 AW6079
 AW6079  NAD 83(1986)-  29 44 06.60117(N)    094 50 13.14751(W) AD(       ) 2
 AW6079  NAD 27      -  29 44 05.79339(N)    094 50 12.43329(W) AD(       ) 2
 AW6079  NGVD 29 (07/19/86)    6.44   (m)           21.1    (f) LEVELING    3  
 AW6079
 AW6079.Superseded values are not recommended for survey control.
 AW6079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6079.See file dsdata.txt to determine how the superseded data were derived.
 AW6079
 AW6079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2234290853(NAD 83)
 AW6079_MARKER: DS = TRIANGULATION STATION DISK
 AW6079_SETTING: 0 = UNSPECIFIED SETTING
 AW6079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6079
 AW6079  HISTORY     - Date     Condition        Report By
 AW6079  HISTORY     - 1933     MONUMENTED       CGS
 AW6079  HISTORY     - 1962     SEE DESCRIPTION  CGS
 AW6079  HISTORY     - 1962     SEE DESCRIPTION  CGS
 AW6079  HISTORY     - 1963     GOOD             CGS
 AW6079
 AW6079                          STATION DESCRIPTION
 AW6079
 AW6079'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6079'ABOUT 8 MILES NE OF GOOSE CREEK, ON THE W SIDE OF GALVESTON
 AW6079'BAY, IN THE LOCALITY OF CROSS BAYOU, ABOUT 3 MILES N OF TRI
 AW6079'CITY BEACH, ON THE W SHORE OF THE BAY, ABOUT 1-1/4 MILES
 AW6079'SW BY S OF THE CLARK HOUSE, AND IN A GROVE OF TREES 45 METERS
 AW6079'FROM HIGH-WATER LINE.
 AW6079'
 AW6079'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6079'
 AW6079'NO REFERENCE MARK WAS SET.
 AW6079
 AW6079                          STATION RECOVERY (1962)
 AW6079
 AW6079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CM)
 AW6079'THE STATION IS SETTING IN A VERY PRECARIOUS POSITION BEING
 AW6079'APPROXIMATELY 1 METER FROM THE PRESENT BLUFF BANK AND IS ABOUT
 AW6079'TO BE LOST.
 AW6079
 AW6079                          STATION RECOVERY (1962)
 AW6079
 AW6079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW6079'STATION RECOVERED AS DESCRIBED BY E.O.H.  IT WAS APPROXIMATELY
 AW6079'ONE METER FROM THE EDGE OF THE BLUFF.
 AW6079'
 AW6079'A NEW STATION WAS ESTABLISHED.  SEE DESCRIPTION BARROW 2, 1963.
 AW6079
 AW6079                          STATION RECOVERY (1963)
 AW6079
 AW6079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6079'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, BUT
 AW6079'HAS A GOOD POSSIBILITY OF BEING DESTROYED IN THE NEAR FUTURE
 AW6079'BY EROSION OF THE LAND, SO BARROW 2 1963, WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6080 ***********************************************************************
 AW6080  DESIGNATION -  BARROW 2
 AW6080  PID         -  AW6080
 AW6080  STATE/COUNTY-  TX/CHAMBERS
 AW6080  USGS QUAD   -  UMBRELLA POINT (1994)
 AW6080
 AW6080                         *CURRENT SURVEY CONTROL
 AW6080  ___________________________________________________________________
 AW6080* NAD 83(1993)-  29 44 06.72318(N)    094 50 13.65311(W)     ADJUSTED  
 AW6080* NAVD 88     -         6.48   (+/-2cm)      21.3    (feet)  VERTCON   
 AW6080  ___________________________________________________________________
 AW6080  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AW6080  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6080
 AW6080  HORZ ORDER  -  SECOND
 AW6080  VERT ORDER  -  THIRD ? (See Below)
 AW6080
 AW6080.The horizontal coordinates were established by classical geodetic methods
 AW6080.and adjusted by the National Geodetic Survey in February 1996..
 AW6080
 AW6080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6080.The vertical order pertains to the NGVD 29 superseded value.
 AW6080
 AW6080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6080
 AW6080.The geoid height was determined by GEOID03.
 AW6080
 AW6080;                    North         East     Units Scale Factor Converg.
 AW6080;SPC TXSC     - 4,217,944.601 1,002,591.996   MT  0.99988756   +2 02 22.0
 AW6080;SPC TXSC     -13,838,373.25  3,289,337.24   sFT  0.99988756   +2 02 22.0
 AW6080;UTM  15      - 3,290,857.149   322,329.369   MT  0.99998949   -0 54 41.2
 AW6080
 AW6080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6080!SPC TXSC     -   1.00000326  x   0.99988756  =   0.99989082
 AW6080!UTM  15      -   1.00000326  x   0.99998949  =   0.99999275
 AW6080
 AW6080|---------------------------------------------------------------------|
 AW6080| PID    Reference Object                     Distance      Geod. Az  |
 AW6080|                                                           dddmmss.s |
 AW6080| CV8713 BARROW 2 RM 1                         8.688 METERS 03215     |
 AW6080| AW6079 BARROW 1933                          13.765 METERS 10807     |
 AW6080| AW2942 BEAZLEY                             APPROX. 5.5 KM 2110015.2 |
 AW6080| CV8714 BARROW 2 RM 2                        10.594 METERS 26322     |
 AW6080|---------------------------------------------------------------------|
 AW6080
 AW6080                          SUPERSEDED SURVEY CONTROL
 AW6080
 AW6080  NAD 83(1986)-  29 44 06.74019(N)    094 50 13.63463(W) AD(       ) 2
 AW6080  NAD 27      -  29 44 05.93229(N)    094 50 12.92016(W) AD(       ) 2
 AW6080  NGVD 29 (07/19/86)    6.48   (m)           21.3    (f) LEVELING    3  
 AW6080
 AW6080.Superseded values are not recommended for survey control.
 AW6080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6080.See file dsdata.txt to determine how the superseded data were derived.
 AW6080
 AW6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2232990857(NAD 83)
 AW6080_MARKER: DS = TRIANGULATION STATION DISK
 AW6080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6080
 AW6080  HISTORY     - Date     Condition        Report By
 AW6080  HISTORY     - 1963     MONUMENTED       CGS
 AW6080  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW6080  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW6080
 AW6080                          STATION DESCRIPTION
 AW6080
 AW6080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6080'THE STATION IS LOCATED 8.0 MILES NORTHEAST OF GOOSE CREEK,
 AW6080'ON THE WEST SIDE OF GALVESTON BAY, IN THE LOCALITY OF CROSS
 AW6080'BAYOU, ABOUT 3.0 MILES NORTH OF TRI CITY BEACH.
 AW6080'
 AW6080'BARROW 2 1932 1963, SET AT THIS POINT BY ANOTHER PARTY OF
 AW6080'THIS BUREAU.
 AW6080'
 AW6080'THE MARK DID NOT LOOK SUITABLE, THE POINT WAS HELD AND THE MARK
 AW6080'DUG UP, IT WAS 1.4 FEET IN DEPTH.  A NEW BARROW 2 1963, WAS
 AW6080'ESTABLISHED AT THIS POINT.  THE DESCRIPTIONS FOLLOW--
 AW6080'
 AW6080'TO REACH THE STATION FROM STATE HIGHWAY 146 AND HIGHWAY
 AW6080'565, GO EAST ON HIGHWAY 565 FOR 3.0 MILES TO JUNCTION OF
 AW6080'FARM ROAD 2354, TURN RIGHT AND GO SOUTH ON 2354 FOR 4.0 MILES,
 AW6080'TO A GRAVEL ROAD, TURN LEFT AND GO 0.3 MILE TO A MAIL BOX
 AW6080'ON THE LEFT, CONTINUE AHEAD 0.5 MILE TO A WOODEN GATE ON THE
 AW6080'RIGHT, GO THROUGH GATE FOR 0.35 MILE TO A WOODEN GATE AND
 AW6080'STATION AS DESCRIBED.  PROPERTY OWNED BY MR. BARROW.
 AW6080'
 AW6080'BARROW 2 1963, WAS ESTABLISHED BECAUSE BARROW 1932, HAS A
 AW6080'GOOD POSSIBILITY OF BEING DESTROYED IN THE NEAR FUTURE, BY
 AW6080'EROSION OF THE LAND.
 AW6080'
 AW6080'THE STATION MARK IS A STANDARD DISK, STAMPED BARROW 2 1963,
 AW6080'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 AW6080'IS FLUSH WITH THE GROUND SURFACE.  IT IS 14.0 FEET SOUTHEAST
 AW6080'OF A WOODEN WITNESS POST AND SIGN, 14.2 FEET SOUTHEAST OF
 AW6080'FENCE LINE, 16.0 FEET SOUTH OF A 3-INCH TREE ALSO 31.2 FEET
 AW6080'WEST OF A SMALL TREE AND 37.0 FEET FROM THE EDGE OF THE BLUFF.
 AW6080'
 AW6080'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BARROW 2
 AW6080'NO. 1 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 AW6080'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.3 FEET
 AW6080'SOUTH SOUTHEAST OF FENCE LINE, 20.6 FEET NORTHWEST OF A
 AW6080'SMALL TREE, 26.3 FEET SOUTHWEST OF A WOODEN WITNESS POST
 AW6080'AND SIGN.
 AW6080'
 AW6080'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BARROW 2
 AW6080'NO. 2 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 AW6080'MONUMENT, PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 AW6080'1.5 FEET SOUTHEAST OF FENCE LINE, 31.0 FEET SOUTHWEST OF
 AW6080'A WOODEN WITNESS POST AND SIGN, 37.0 FEET NORTHWEST OF A
 AW6080'SMALL TREE AND 42.0 FEET NORTHEAST OF CENTER OF WOODEN GATE.
 AW6080'
 AW6080'THE STATION MARK IS A STANDARD DISK, STAMPED BARROW 1932, SET
 AW6080'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AW6080'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.2 FEET NORTHWEST
 AW6080'OF EDGE OF BLUFF, 6.5 FEET EAST SOUTHEAST OF A SMALL TREE,
 AW6080'8.6 FEET EAST OF A SMALL TREE, 49.5 FEET EAST SOUTHEAST OF
 AW6080'FENCE LINE AND APPROXIMATELY 150 FEET NORTHWEST OF HIGH
 AW6080'WATER LINE.
 AW6080'
 AW6080'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW6080
 AW6080                          STATION RECOVERY (2004)
 AW6080
 AW6080'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6080'MARK NOT FOUND.
 AW6080
 AW6080                          STATION RECOVERY (2005)
 AW6080
 AW6080'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW6080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2697 ***********************************************************************
 CS2697  DESIGNATION -  BARRY
 CS2697  PID         -  CS2697
 CS2697  STATE/COUNTY-  TX/NAVARRO
 CS2697  USGS QUAD   -  BLOOMING GROVE (1965)
 CS2697
 CS2697                         *CURRENT SURVEY CONTROL
 CS2697  ___________________________________________________________________
 CS2697* NAD 83(1993)-  32 05 44.49943(N)    096 37 56.41095(W)     ADJUSTED  
 CS2697* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 CS2697  ___________________________________________________________________
 CS2697  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 CS2697  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CS2697
 CS2697  HORZ ORDER  -  SECOND
 CS2697
 CS2697.The horizontal coordinates were established by classical geodetic methods
 CS2697.and adjusted by the National Geodetic Survey in February 1996..
 CS2697
 CS2697.The orthometric height was scaled from a topographic map.
 CS2697
 CS2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2697
 CS2697.The geoid height was determined by GEOID03.
 CS2697
 CS2697;                    North         East     Units Scale Factor Converg.
 CS2697;SPC TXNC     - 2,049,143.600   776,290.451   MT  1.00001064   +1 01 07.0
 CS2697;SPC TXNC     - 6,722,898.63  2,546,879.59   sFT  1.00001064   +1 01 07.0
 CS2697;UTM  14      - 3,553,496.549   723,433.795   MT  1.00021570   +1 15 30.8
 CS2697
 CS2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2697!SPC TXNC     -   0.99997986  x   1.00001064  =   0.99999050
 CS2697!UTM  14      -   0.99997986  x   1.00021570  =   1.00019556
 CS2697
 CS2697:                Primary Azimuth Mark                     Grid Az
 CS2697:SPC TXNC     -  BARRY AZ MK                              003 19 09.6
 CS2697:UTM  14      -  BARRY AZ MK                              003 04 45.8
 CS2697
 CS2697|---------------------------------------------------------------------|
 CS2697| PID    Reference Object                     Distance      Geod. Az  |
 CS2697|                                                           dddmmss.s |
 CS2697| CX9673 BARRY AZ MK                                        0042016.6 |
 CS2697| CX9675 BARRY RM 2                           26.530 METERS 24212     |
 CS2697| CX9676 BARRY RM 3                           35.980 METERS 25132     |
 CS2697| CS2699 BLOOMING GROVE MUNICIPAL TANK       APPROX. 7.8 KM 2685020.1 |
 CS2697| CX9674 BARRY RM 1                           26.794 METERS 33539     |
 CS2697|---------------------------------------------------------------------|
 CS2697
 CS2697                          SUPERSEDED SURVEY CONTROL
 CS2697
 CS2697  NAD 83(1986)-  32 05 44.50789(N)    096 37 56.39158(W) AD(       ) 2
 CS2697  NAD 27      -  32 05 43.95900(N)    096 37 55.43200(W) AD(       ) 2
 CS2697
 CS2697.Superseded values are not recommended for survey control.
 CS2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2697.See file dsdata.txt to determine how the superseded data were derived.
 CS2697
 CS2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2343453497(NAD 83)
 CS2697_MARKER: DS = TRIANGULATION STATION DISK
 CS2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2697
 CS2697  HISTORY     - Date     Condition        Report By
 CS2697  HISTORY     - 1949     MONUMENTED       CGS
 CS2697  HISTORY     - 1966     POOR             LOCSUR
 CS2697  HISTORY     - 1969     SEE DESCRIPTION  CGS
 CS2697
 CS2697                          STATION DESCRIPTION
 CS2697
 CS2697'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2697'STATION IS LOCATED IN THE SOUTHEAST EDGE OF THE TOWN OF BARRY
 CS2697'AND ON THE GROUNDS OF THE BARRY CONSOLIDATED SCHOOL.  IT IS
 CS2697'201 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WHITE
 CS2697'HOUSE, 169 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 CS2697'THE GYMNASIUM AND 12 FEET WEST OF THE EAST EDGE OF SCHOOL
 CS2697'GROUNDS.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 CS2697'AND THE DISK IS STAMPED BARRY 1949.
 CS2697'
 CS2697'REFERENCE MARK NO. 1 IS 67 FEET SOUTH OF THE NORTHEAST CORNER
 CS2697'OF THE SCHOOL GROUNDS AND 2 FEET WEST OF THE EAST EDGE OF SCHOOL
 CS2697'GROUNDS.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 CS2697'AND THE DISK IS STAMPED BARRY NO 1 1949.
 CS2697'
 CS2697'REFERENCE MARK NO. 2 IS 83 FEET SOUTHEAST OF THE SOUTHEAST
 CS2697'CORNER OF THE GYMNASIUM.  THE MARK IS FLUSH WITH THE SURFACE
 CS2697'OF THE GROUND AND THE DISK IS STAMPED BARRY NO 2 1949.
 CS2697'
 CS2697'AZIMUTH MARK IS ABOUT 0.4 MILE NORTH-NORTHEAST OF THE STATION,
 CS2697'49 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 22 AND 1 FOOT
 CS2697'NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER.  THE MARK
 CS2697'PROJECTS 6 INCHES AND THE DISK IS STAMPED BARRY 1949.
 CS2697'
 CS2697'TO REACH FROM THE INTERSECTION OF MAIN STREET AND STATE
 CS2697'HIGHWAY 22 NORTH OF BARRY, GO SOUTH ON MAIN STREET 0.3 MILE TO
 CS2697'THE END OF PAVEMENT, TURN LEFT AND FOLLOW THE MAIN ROAD 0.3
 CS2697'MILE TO ENTRANCE TO SCHOOL ON THE LEFT, TURN LEFT ACROSS SCHOOL
 CS2697'GROUNDS TO THE STATION AS DESCRIBED.
 CS2697'
 CS2697'TO REACH THE AZIMUTH FROM THE INTERSECTION OF MAIN STREET
 CS2697'AND STATE HIGHWAY 22, GO EAST ON HIGHWAY 22 0.25 MILE TO THE
 CS2697'MARK ON THE RIGHT.
 CS2697'
 CS2697'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2697
 CS2697                          STATION RECOVERY (1966)
 CS2697
 CS2697'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966 (WJB)
 CS2697'STATION SURFACE MARK HAS BEEN DESTROYED, BUT THE SUB-SURFACE
 CS2697'MARK IS IN GOOD CONDITION.
 CS2697'
 CS2697'R.M. 1 AND THE AZIMUTH MARK ARE IN GOOD CONDITION.  R.M. 2
 CS2697'HAS BEEN DESTROYED.
 CS2697'
 CS2697'BARRY CONSOLIDATED SCHOOL IS GONE.  THE GYMNASIUM IS STILL
 CS2697'THERE BUT USED AS A COMUNITY HOUSE.  THE WHITE HOUSE HAS BEEN
 CS2697'MOVED OR ELSE THE TIE OF 201 FEET IS WRONG.
 CS2697
 CS2697                          STATION RECOVERY (1969)
 CS2697
 CS2697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS2697'THE STATION SURFACE MARK AND REFERENCE MARK NO. 2 WERE FOUND
 CS2697'TO BE DESTROYED.  THE UNDERGROUND STATION MARK, REFERENCE
 CS2697'MARK NO. 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CS2697'A NEW SURFACE STATION MARK AND ONE NEW REFERENCE MARK WERE
 CS2697'SET.
 CS2697'
 CS2697'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS AT THE
 CS2697'SOUTHEAST EDGE OF BARRY ON A PLOT OF GROUND JUST EAST OF
 CS2697'THE BARRY COMMUNITY CENTER BUILDING.
 CS2697'
 CS2697'TO REACH STATION FROM THE POST OFFICE IN BARRY, GO SOUTH ON
 CS2697'MAIN STREET 0.1 MILE TO A T-ROAD JUNCTION.  TURN LEFT, GO
 CS2697'SOUTH AND EAST 0.25 MILE TO STATION ON THE LEFT.
 CS2697'
 CS2697'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK, STAMPED BARRY
 CS2697'1949 1969, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CS2697'OF GROUND.  IT IS 169 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 CS2697'CORNER OF COMMUNITY BUILDING, 164 FEET SOUTH OF THE NORTHEAST CORNER
 CS2697'OF PROPERTY, AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
 CS2697'THE UNDERGROUND DISK, STAMPED BARRY 1949, SET IN AN IRREGULAR MASS OF
 CS2697'CONCRETE 30 INCHES BELOW THE SURFACE MARK.
 CS2697'
 CS2697'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED BARRY NO 1
 CS2697'1949, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE
 CS2697'SURFACE OF GROUND.  IT IS 179 FEET EAST OF THE NORTHEAST CORNER
 CS2697'OF COMMUNITY CENTER BUILDING, AND 76 FEET SOUTH OF THE
 CS2697'NORTHEAST CORNER OF PROPERTY.
 CS2697'
 CS2697'REFERENCE MARK NO. 3 A STANDARD DISK, STAMPED BARRY 1949 NO
 CS2697'3 1969, SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 CS2697'SURFACE OF GROUND.  IT IS 78 FEET SOUTHEAST OF THE NORTHEAST
 CS2697'CORNER OF COMMUNITY CENTER BUILDING AND 55 FEET EAST OF THE
 CS2697'SOUTHEAST CORNER OF BUILDING.
 CS2697'
 CS2697'AZIMUTH MARK A STANDARD DISK, STAMPED BARRY 1949, SET IN A
 CS2697'12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CS2697'SURFACE OF GROUND.  IT IS 51 FEET SOUTH OF STATE HIGHWAY 22
 CS2697'CENTER LINE, 5 FEET EAST OF A BRACED FENCE POST, 1 FOOT EAST
 CS2697'OF A HIGHWAY CONCRETE RIGHT-OF-WAY MARKER, AND 1 FOOT WEST
 CS2697'OF A METAL WITNESS POST.
 CS2697'
 CS2697'TO REACH AZIMUTH MARK FROM THE POST OFFICE IN BARRY, GO NORTH
 CS2697'ON MAIN STREET 0.25 MILE TO STATE HIGHWAY 22.  TURN RIGHT,
 CS2697'EAST, ON STATE HIGHWAY 22, GO 0.3 MILE TO MARK ON THE RIGHT.
 CS2697'
 CS2697'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 139.77 FEET.
 CS2697'
 CS2697'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BARRY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0063 ***********************************************************************
 AX0063  DESIGNATION -  BARTA
 AX0063  PID         -  AX0063
 AX0063  STATE/COUNTY-  TX/AUSTIN
 AX0063  USGS QUAD   -  WALLIS (1980)
 AX0063
 AX0063                         *CURRENT SURVEY CONTROL
 AX0063  ___________________________________________________________________
 AX0063* NAD 83(1993)-  29 38 49.59186(N)    096 05 52.33104(W)     ADJUSTED  
 AX0063* NAVD 88     -        41.18   (+/-2cm)     135.1    (feet)  VERTCON   
 AX0063  ___________________________________________________________________
 AX0063  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AX0063  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0063
 AX0063  HORZ ORDER  -  FIRST
 AX0063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0063
 AX0063.The horizontal coordinates were established by classical geodetic methods
 AX0063.and adjusted by the National Geodetic Survey in February 1996..
 AX0063
 AX0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0063.The vertical order pertains to the NGVD 29 superseded value.
 AX0063
 AX0063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0063
 AX0063.The geoid height was determined by GEOID03.
 AX0063
 AX0063;                    North         East     Units Scale Factor Converg.
 AX0063;SPC TXSC     - 4,204,501.002   880,938.048   MT  0.99987803   +1 25 18.4
 AX0063;SPC TXSC     -13,794,267.04  2,890,210.91   sFT  0.99987803   +1 25 18.4
 AX0063;UTM  14      - 3,283,204.749   780,950.541   MT  1.00057404   +1 26 11.4
 AX0063
 AX0063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0063!SPC TXSC     -   0.99999781  x   0.99987803  =   0.99987584
 AX0063!UTM  14      -   0.99999781  x   1.00057404  =   1.00057184
 AX0063
 AX0063:                Primary Azimuth Mark                     Grid Az
 AX0063:SPC TXSC     -  FRYDEK ST MARYS CATH CH SPIRE            003 44 36.1
 AX0063:UTM  14      -  FRYDEK ST MARYS CATH CH SPIRE            003 43 43.1
 AX0063
 AX0063|---------------------------------------------------------------------|
 AX0063| PID    Reference Object                     Distance      Geod. Az  |
 AX0063|                                                           dddmmss.s |
 AX0063| AX2644 FRYDEK ST MARYS CATH CH SPIRE       APPROX.11.9 KM 0050954.5 |
 AX0063| AX0064 BARTA RM 1                           25.753 METERS 05829     |
 AX0063| AX0065 E 212                                61.899 METERS 10550     |
 AX0063| AX2651 WALLIS SANTA FE RR STANDPIPE        APPROX. 4.8 KM 1175935.1 |
 AX0063| AX2653 WALLIS GUARDIAN ANGEL CATH CH       APPROX. 4.8 KM 1210424.9 |
 AX0063| AX2660 EAGLE LAKE MUNICIPAL STANDPIPE      APPROX.24.0 KM 2550937.4 |
 AX0063| CV5988 BARTA AZ MK INITIAL                                3245347.9 |
 AX0063| AX0062 BARTA RM 2                           39.331 METERS 32457     |
 AX0063| CV5987 BARTA AZ MK                                        3271928.3 |
 AX0063| AX2646 SEALY IMMACULATE CON CATH CH        APPROX.15.8 KM 3373234.6 |
 AX0063|---------------------------------------------------------------------|
 AX0063
 AX0063                          SUPERSEDED SURVEY CONTROL
 AX0063
 AX0063  NAD 83(1986)-  29 38 49.60638(N)    096 05 52.31506(W) AD(       ) 1
 AX0063  NAD 27      -  29 38 48.74813(N)    096 05 51.45983(W) AD(       ) 1
 AX0063  NGVD 29 (??/??/92)   41.172  (m)          135.08   (f) ADJ UNCH    2 0
 AX0063
 AX0063.Superseded values are not recommended for survey control.
 AX0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0063.See file dsdata.txt to determine how the superseded data were derived.
 AX0063
 AX0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8095183205(NAD 83)
 AX0063_MARKER: DS = TRIANGULATION STATION DISK
 AX0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0063_STAMPING: BARTA 1935
 AX0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0063+STABILITY: SURFACE MOTION
 AX0063
 AX0063  HISTORY     - Date     Condition        Report By
 AX0063  HISTORY     - 1935     MONUMENTED       CGS
 AX0063  HISTORY     - 1935     GOOD             CGS
 AX0063  HISTORY     - 1937     GOOD             TXHD
 AX0063  HISTORY     - 1943     GOOD             CGS
 AX0063  HISTORY     - 1943     GOOD             CGS
 AX0063  HISTORY     - 1954     GOOD             CGS
 AX0063  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0063
 AX0063                          STATION DESCRIPTION
 AX0063
 AX0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX0063'THIS STATION IS ABOUT 17 MILES SSE OF BELLVILLE AND 2 MILES
 AX0063'WNW OF WALLIS, ON LAND OWNED AND OCCUPIED BY ALPHONSE BARTA.
 AX0063'THE MARK IS SET IN THE SE CORNER OF BARTAS YARD, 46 FEET
 AX0063'SW OF THE CENTER LINE OF TEXAS-36, 13 FEET SW OF THE RIGHT-OF-WAY
 AX0063'FENCE LINE, 27 FEET NW OF FENCE LINE, 82 FEET E OF THE E
 AX0063'CORNER OF BARTAS HOUSE.  MARK IS FLUSH.
 AX0063'
 AX0063'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX0063'DISKS SET IN CONCRETE.
 AX0063'
 AX0063'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT SW OF THE
 AX0063'RIGHT-OF-WAY FENCE LINE, 40 FEET NE OF THE CENTER LINE OF
 AX0063'T-36, 46 FEET SW OF THE W RAIL OF THE SANTA FE RAILROAD.
 AX0063'MARK PROJECTS 6 INCHES.
 AX0063'
 AX0063'REFERENCE MARK NO. 2 IS NW OF THE STATION AT THE N CORNER
 AX0063'OF THE YARD, 39 FEET SW OF THE CENTER LINE OF T-36, 5 FEET SW
 AX0063'OF THE NORTHERNMOST CORNER OF THE YARD.  MARK PROJECTS 6 INCHES.
 AX0063'
 AX0063'AZIMUTH MARK IS NW OF THE STATION, 38 FEET NE OF THE CENTER
 AX0063'LINE OF T-36, 44.5 FEET SW OF THE W RAIL, 1 FOOT SW OF THE
 AX0063'RIGHT-OF-WAY FENCE LINE.  MARK PROJECTS 8 INCHES.
 AX0063'
 AX0063'U.S.C. AND G.S. B.M.-E.212, 1934, IS E OF THE STATION, 16
 AX0063'FEET SW OF THE W RAIL, 68 FEET NE OF THE CENTER LINE OF T-36,
 AX0063'27 FEET NE OF THE RIGHT-OF-WAY FENCE LINE.  THE MARKER IS
 AX0063'A BRONZE DISK SET FLUSH IN THE S END OF A CONCRETE CULVERT.
 AX0063'
 AX0063'TO REACH STATION FROM WALLIS, A SMALL TOWN ON THE SANTA FE
 AX0063'RAILROAD AND TEXAS 36, ABOUT 16 MILES NW OF ROSENBURG, GO NW
 AX0063'ON T-36 FROM THE RAILROAD STATION, 2.3 MILES TO BARTAS HOUSE
 AX0063'AND STATION ON THE LEFT.
 AX0063'
 AX0063'BARTA AZIMUTH INITIAL IS ABOUT 4-3/4 MILES NNW OF THE STATION
 AX0063'ON LAND OWNED BY A.W. KLOPSTECK AND OCCUPIED BY PETE KONARIK.
 AX0063'IT IS ON TOP OF A LOW KNOLL, IN THE PASTURE ON THE E SIDE OF
 AX0063'MR. KONARIKS HOUSE, WHICH IS A SMALL RED HOUSE.  50 FEET NE
 AX0063'OF THE NE CORNER OF THE HOUSE.  7.5 FEET S OF THE S GARDEN
 AX0063'FENCE.  AND 20 FEET E OF THE FENCE ON THE E SIDE OF THE YARD
 AX0063'AROUND THE HOUSE.  THE MARK PROJECTS 3 INCHES.  TO REACH
 AX0063'FROM THE STATION GO N ON TEXAS 36 FOR 5.1 MILES TO A SIDE ROAD
 AX0063'TO THE LEFT.  TURN LEFT AND FOLLOW DIRT ROAD W 0.6 MILE TO
 AX0063'GATE ON LEFT.  ENTER GATE AND GO S ALONG FENCE 0.1 MILE
 AX0063'TO CORNER, THENCE SSE ACROSS FIELD 0.2 MILE TO THE HOUSE
 AX0063'AND MARK.
 AX0063'
 AX0063'A LIGHT 100 FEET ABOVE BERNARD IS VISIBLE FROM THE GROUND.
 AX0063'
 AX0063'LIGHTS 87 FEET ABOVE RHEMANN, SEALY AND BROOKSHIRE, AND 100
 AX0063'FEET ABOVE WENZEL COME INTO VIEW AT 33 FEET ABOVE THE GROUND.
 AX0063'
 AX0063'DISTANCE BETWEEN REF. MKS. - 158.51 FT.
 AX0063'
 AX0063'DISTANCE BETWEEN R.M. NO. 1 AND B.M.E. 212, 1934 - 157.44 FT.
 AX0063
 AX0063                          STATION RECOVERY (1935)
 AX0063
 AX0063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 AX0063'2.1 MI NW FROM WALLIS.
 AX0063'ABOUT 2.1 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AX0063'RAILWAY FROM THE STATION AT WALLIS, AUSTIN COUNTY, ABOUT 135 FEET
 AX0063'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 46 FEET SOUTHWEST OF THE
 AX0063'CENTER LINE OF STATE HIGHWAY 36, 82 FEET EAST OF THE EAST CORNER OF
 AX0063'THE ALPHONSE BARTA FARMHOUSE, 27 FEET NORTHWEST OF A FENCE LINE, AND
 AX0063'13 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD
 AX0063'TRIANGULATION-STATION DISK, STAMPED BARTA 1935 AND SET IN THE TOP OF A
 AX0063'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 AX0063
 AX0063                          STATION RECOVERY (1937)
 AX0063
 AX0063'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AX0063'DESCRIPTION AS GIVEN BY C.A.S. 1935 SATISFACTORY.  STATION
 AX0063'MARKER, REFERENCE DISKS NOS. 1 AND 2, AND AZIMUTH MARKER
 AX0063'RECOVERED AND IN GOOD CONDITION.
 AX0063
 AX0063                          STATION RECOVERY (1943)
 AX0063
 AX0063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX0063'THE STATION, AZIMUTH, REFERENCE, AND U.S.C. AND G.S. BENCH
 AX0063'MARK E 212 1934, RECOVERED AS DESCRIBED AND FOUND IN GOOD
 AX0063'CONDITION.  ORIGINAL DESCRIPTION SUBMITTED BY LIEUT. C.A.
 AX0063'SCHANCK IN 1935 ADEQUATE.
 AX0063'
 AX0063'OBSERVATIONS MADE FROM A 90-FOOT TOWER.
 AX0063
 AX0063                          STATION RECOVERY (1943)
 AX0063
 AX0063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AX0063'STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AX0063'AND FOUND TO BE IN GOOD CONDITION.  AZIMUTH MARK WAS NOT
 AX0063'RECOVERED.
 AX0063'
 AX0063'STATION IS ABOUT 17 MILES SSE OF BELLVILLE, ABOUT 2 MILES
 AX0063'WNW OF WALLIS, ON THE LAND OWNED BY ALPHONSE BARTA.  IT IS
 AX0063'78 FEET NE OF THE NE CORNER OF FARMHOUSE, ABOUT 135 FEET
 AX0063'SW OF THE CENTER LINE OF THE GULF, COLORADO AND SANTA FE
 AX0063'RAILROAD TRACKS, 46.5 FEET SW OF THE CENTER LINE OF STATE
 AX0063'HIGHWAY 36.  IT IS STAMPED BARTA 1935.  THE TOP
 AX0063'OF THE MONUMENT IS FLUSH WITH GROUND.
 AX0063'
 AX0063'REFERENCE MARK NO. 1 IS 84.6 FEET NORTHEASTERLY
 AX0063'FROM THE STATION, 51 FEET SW OF THE CENTER LINE OF THE TRACK,
 AX0063'38 FEET NE OF THE CENTER LINE OF THE HIGHWAY.  IT IS STAMPED
 AX0063'BARTA NO. 1 1935.  THE MONUMENT PROJECTS ABOUT 0.6 FOOT.
 AX0063'
 AX0063'REFERENCE MARK NO. 2 IS 128.9 FEET NORTHWESTERLY
 AX0063'FROM THE STATION AND 38.5 FEET SW OF THE CENTER LINE OF THE
 AX0063'HIGHWAY.  IT IS STAMPED BARTA NO. 2 1935.  THE MONUMENT
 AX0063'PROJECTS ABOUT 0.5 FOOT.
 AX0063'
 AX0063'AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
 AX0063
 AX0063                          STATION RECOVERY (1954)
 AX0063
 AX0063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX0063'ALL MARKS WERE FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 AX0063'DESCRIBED, EXCEPT BARTA AZIMUTH INITIAL WHICH WAS NOT SEARCHED FOR
 AX0063
 AX0063                          STATION RECOVERY (1999)
 AX0063
 AX0063'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0064 ***********************************************************************
 AX0064  DESIGNATION -  BARTA RM 1
 AX0064  PID         -  AX0064
 AX0064  STATE/COUNTY-  TX/AUSTIN
 AX0064  USGS QUAD   -  WALLIS (1980)
 AX0064
 AX0064                         *CURRENT SURVEY CONTROL
 AX0064  ___________________________________________________________________
 AX0064* NAD 83(1986)-  29 38 50.     (N)    096 05 52.     (W)     SCALED    
 AX0064* NAVD 88     -        40.97   (+/-2cm)     134.4    (feet)  VERTCON   
 AX0064  ___________________________________________________________________
 AX0064  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0064
 AX0064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0064
 AX0064.The horizontal coordinates were scaled from a topographic map and have
 AX0064.an estimated accuracy of +/- 6 seconds.
 AX0064
 AX0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0064.The vertical order pertains to the NGVD 29 superseded value.
 AX0064
 AX0064.The geoid height was determined by GEOID03.
 AX0064
 AX0064;                    North         East    Units  Estimated Accuracy
 AX0064;SPC TXSC     - 4,204,510.      880,950.      MT  (+/- 180 meters Scaled)
 AX0064
 AX0064                          SUPERSEDED SURVEY CONTROL
 AX0064
 AX0064  NGVD 29 (??/??/92)   40.955  (m)          134.37   (f) ADJ UNCH    2 0
 AX0064
 AX0064.Superseded values are not recommended for survey control.
 AX0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0064.See file dsdata.txt to determine how the superseded data were derived.
 AX0064
 AX0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT809832(NAD 83)
 AX0064_MARKER: DR = REFERENCE MARK DISK
 AX0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0064_STAMPING: BARTA NO. 1 1935
 AX0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0064+STABILITY: SURFACE MOTION
 AX0064
 AX0064  HISTORY     - Date     Condition        Report By
 AX0064  HISTORY     - 1935     MONUMENTED       CGS
 AX0064  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0064  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AX0064
 AX0064                          STATION DESCRIPTION
 AX0064
 AX0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0064'2.1 MI NW FROM WALLIS.
 AX0064'ABOUT 2.1 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AX0064'RAILWAY FROM THE STATION AT WALLIS, AUSTIN COUNTY, ABOUT 50 FEET
 AX0064'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 84-1/2 FEET NORTHEAST OF
 AX0064'TRIANGULATION STATION BARTA, DESCRIBED ABOVE, 38 FEET NORTHEAST OF THE
 AX0064'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE
 AX0064'LINE, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD
 AX0064'REFERENCE-MARK DISK, STAMPED BARTA NO. 1 1935 AND SET IN THE TOP OF A
 AX0064'CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AX0064
 AX0064                          STATION RECOVERY (1999)
 AX0064
 AX0064'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0064'MARK NOT FOUND.
 AX0064
 AX0064                          STATION RECOVERY (2004)
 AX0064
 AX0064'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0062 ***********************************************************************
 AX0062  DESIGNATION -  BARTA RM 2
 AX0062  PID         -  AX0062
 AX0062  STATE/COUNTY-  TX/AUSTIN
 AX0062  USGS QUAD   -  WALLIS (1980)
 AX0062
 AX0062                         *CURRENT SURVEY CONTROL
 AX0062  ___________________________________________________________________
 AX0062* NAD 83(1986)-  29 38 49.     (N)    096 05 54.     (W)     SCALED    
 AX0062* NAVD 88     -        41.40   (+/-2cm)     135.8    (feet)  VERTCON   
 AX0062  ___________________________________________________________________
 AX0062  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0062
 AX0062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0062
 AX0062.The horizontal coordinates were scaled from a topographic map and have
 AX0062.an estimated accuracy of +/- 6 seconds.
 AX0062
 AX0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0062.The vertical order pertains to the NGVD 29 superseded value.
 AX0062
 AX0062.The geoid height was determined by GEOID03.
 AX0062
 AX0062;                    North         East    Units  Estimated Accuracy
 AX0062;SPC TXSC     - 4,204,480.      880,890.      MT  (+/- 180 meters Scaled)
 AX0062
 AX0062                          SUPERSEDED SURVEY CONTROL
 AX0062
 AX0062  NGVD 29 (??/??/92)   41.393  (m)          135.80   (f) ADJ UNCH    2 0
 AX0062
 AX0062.Superseded values are not recommended for survey control.
 AX0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0062.See file dsdata.txt to determine how the superseded data were derived.
 AX0062
 AX0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT809831(NAD 83)
 AX0062_MARKER: DR = REFERENCE MARK DISK
 AX0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0062_STAMPING: BARTA NO. 2 1935
 AX0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0062+STABILITY: SURFACE MOTION
 AX0062
 AX0062  HISTORY     - Date     Condition        Report By
 AX0062  HISTORY     - 1935     MONUMENTED       CGS
 AX0062  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0062  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AX0062
 AX0062                          STATION DESCRIPTION
 AX0062
 AX0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0062'2.1 MI NW FROM WALLIS.
 AX0062'ABOUT 2.1 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AX0062'RAILWAY FROM THE STATION AT WALLIS, AUSTIN COUNTY, ABOUT 115 FEET
 AX0062'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 39 FEET SOUTHWEST OF THE
 AX0062'CENTER LINE OF STATE HIGHWAY 36, 5 FEET SOUTHWEST OF THE NORTH CORNER
 AX0062'OF THE YARD OF ALPHONSE BARTA, AND 129 FEET NORTHWEST OF TRIANGULATION
 AX0062'STATION BARTA, DESCRIBED BELOW.  A STANDARD REFERENCE-MARK DISK,
 AX0062'STAMPED BARTA NO. 2 1935 AND SET IN THE TOP OF A CONCRETE POST
 AX0062'PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.
 AX0062
 AX0062                          STATION RECOVERY (1999)
 AX0062
 AX0062'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0062'MARK NOT FOUND.
 AX0062
 AX0062                          STATION RECOVERY (2004)
 AX0062
 AX0062'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0856 ***********************************************************************
 BM0856  DESIGNATION -  BARTLETT WATER TANK
 BM0856  PID         -  BM0856
 BM0856  STATE/COUNTY-  TX/WILLIAMSON
 BM0856  USGS QUAD   -  BARTLETT (1989)
 BM0856
 BM0856                         *CURRENT SURVEY CONTROL
 BM0856  ___________________________________________________________________
 BM0856* NAD 83(1993)-  30 47 43.62143(N)    097 25 47.93404(W)     ADJUSTED  
 BM0856* NAVD 88     -                                                        
 BM0856  ___________________________________________________________________
 BM0856  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BM0856  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BM0856
 BM0856  HORZ ORDER  -  THIRD
 BM0856
 BM0856.The horizontal coordinates were established by classical geodetic methods
 BM0856.and adjusted by the National Geodetic Survey in February 1996..
 BM0856
 BM0856
 BM0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0856
 BM0856.The geoid height was determined by GEOID03.
 BM0856
 BM0856;                    North         East     Units Scale Factor Converg.
 BM0856;SPC TX C     - 3,128,756.853   977,809.942   MT  0.99988817   +1 29 43.4
 BM0856;SPC TX C     -10,264,929.78  3,208,031.45   sFT  0.99988817   +1 29 43.4
 BM0856;UTM  14      - 3,407,986.892   650,211.452   MT  0.99987834   +0 48 14.3
 BM0856
 BM0856                          SUPERSEDED SURVEY CONTROL
 BM0856
 BM0856  NAD 83(1986)-  30 47 43.62742(N)    097 25 47.91896(W) AD(       ) 4
 BM0856  NAD 27      -  30 47 42.96200(N)    097 25 46.90200(W) AD(       ) 3
 BM0856
 BM0856.Superseded values are not recommended for survey control.
 BM0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0856.See file dsdata.txt to determine how the superseded data were derived.
 BM0856
 BM0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5021107987(NAD 83)
 BM0856_MARKER: 53 = ELEVATED TANK
 BM0856
 BM0856  HISTORY     - Date     Condition        Report By
 BM0856  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0856  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0856
 BM0856                          STATION DESCRIPTION
 BM0856
 BM0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0856'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY WATER
 BM0856'SUPPLY, LOCATED ABOUT 2 BLOCKS NW OF THE CENTER OF TOWN, AND
 BM0856'1 BLOCK N OF THE RAILROAD STATION.  IT IS A FOUR-LEGGED STEEL
 BM0856'STRUCTURE ABOUT 110 FEET HIGH, PAINTED BLACK WITH THE WHITE
 BM0856'LETTERING, BARTLETT WELCOMES YOU, PAINTED ON THE S SIDE.
 BM0856'POINT OBSERVED UPON WAS THE FINIAL ON THE APEX OF THE ROOF.
 BM0856
 BM0856                          STATION RECOVERY (1990)
 BM0856
 BM0856'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0642 ***********************************************************************
 DP0642  DESIGNATION -  BARTLEY
 DP0642  PID         -  DP0642
 DP0642  STATE/COUNTY-  TX/LYNN
 DP0642  USGS QUAD   -  NEW LYNN (1970)
 DP0642
 DP0642                         *CURRENT SURVEY CONTROL
 DP0642  ___________________________________________________________________
 DP0642* NAD 83(1993)-  33 12 08.64669(N)    101 40 45.77440(W)     ADJUSTED  
 DP0642* NAVD 88     -       940.4    (meters)    3085.     (feet)  VERTCON   
 DP0642  ___________________________________________________________________
 DP0642  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 DP0642  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 DP0642
 DP0642  HORZ ORDER  -  FIRST
 DP0642
 DP0642.The horizontal coordinates were established by classical geodetic methods
 DP0642.and adjusted by the National Geodetic Survey in February 1996..
 DP0642
 DP0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0642
 DP0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0642
 DP0642.The geoid height was determined by GEOID03.
 DP0642
 DP0642;                    North         East     Units Scale Factor Converg.
 DP0642;SPC TXNC     - 2,174,782.619   303,638.801   MT  0.99987607   -1 44 02.5
 DP0642;SPC TXNC     - 7,135,099.31    996,188.30   sFT  0.99987607   -1 44 02.5
 DP0642;UTM  14      - 3,676,924.931   250,239.652   MT  1.00036918   -1 28 04.7
 DP0642
 DP0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0642!SPC TXNC     -   0.99985627  x   0.99987607  =   0.99973236
 DP0642!UTM  14      -   0.99985627  x   1.00036918  =   1.00022540
 DP0642
 DP0642:                Primary Azimuth Mark                     Grid Az
 DP0642:SPC TXNC     -  PENNINGTON                               187 21 07.0
 DP0642:UTM  14      -  PENNINGTON                               187 05 09.2
 DP0642
 DP0642|---------------------------------------------------------------------|
 DP0642| PID    Reference Object                     Distance      Geod. Az  |
 DP0642|                                                           dddmmss.s |
 DP0642| DP0641 PENNINGTON                          APPROX.14.7 KM 1853704.5 |
 DP0642| CU1166 O DONNELL MUNICIPAL TANK            APPROX.29.5 KM 2083941.1 |
 DP0642| DP0643 TAHOKA MUNICIPAL TANK               APPROX.11.3 KM 2521903.3 |
 DP0642| CJ6581 BARTLEY RM 1                                       2721617.7 |
 DP0642| DP0634 WILSON SW OF CHURCH BELFRY          APPROX.13.6 KM 3402826.2 |
 DP0642| DP0632 WILSON N OF CHURCH BELFRY           APPROX.14.1 KM 3405848.9 |
 DP0642| CJ6582 BARTLEY RM 2                         38.710 METERS 35549     |
 DP0642|---------------------------------------------------------------------|
 DP0642
 DP0642                          SUPERSEDED SURVEY CONTROL
 DP0642
 DP0642  NAD 83(1986)-  33 12 08.65460(N)    101 40 45.76556(W) AD(       ) 1
 DP0642  NAD 27      -  33 12 08.31800(N)    101 40 44.21600(W) AD(       ) 1
 DP0642  NGVD 29 (07/19/86)  940.0    (m)         3084.     (f) VERT ANG       
 DP0642
 DP0642.Superseded values are not recommended for survey control.
 DP0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0642.See file dsdata.txt to determine how the superseded data were derived.
 DP0642
 DP0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB5024076925(NAD 83)
 DP0642_MARKER: DS = TRIANGULATION STATION DISK
 DP0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0642
 DP0642  HISTORY     - Date     Condition        Report By
 DP0642  HISTORY     - 1932     MONUMENTED       CGS
 DP0642  HISTORY     - 1948     GOOD             CGS
 DP0642  HISTORY     - 1949     GOOD             CGS
 DP0642  HISTORY     - 1958     POOR             CGS
 DP0642
 DP0642                          STATION DESCRIPTION
 DP0642
 DP0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0642'ABOUT 2-1/2 MILES N AND 6 MILES E OF TAHOKA, IN E-W FENCE LINE
 DP0642'ALONG N SIDE OF LAND OWNED AND OCCUPIED BY MRS. W.R. BARTLEY,
 DP0642'8 FEET E OF FENCE LINE INTERSECTION, AND 0.3 MILE NE OF FARMHOUSE.
 DP0642'
 DP0642'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 DP0642'DISKS SET IN CONCRETE.
 DP0642'
 DP0642'SURFACE MARK PROJECTS 6 INCHES ABOVE GROUND.
 DP0642'
 DP0642'REFERENCE MARK NO. 1 PROJECTS 4 INCHES ABOVE THE GROUND, IS IN THE
 DP0642'N-S FENCE LINE, 21 FEET E OF CENTER OF ROAD, 45 FEET N OF E-W FENCE
 DP0642'LINE, AND 0.5 MILE FROM STATION, N 87 DEG 44 MIN W.
 DP0642'
 DP0642'REFERENCE MARK NO. 2 PROJECTS 6 INCHES ABOVE GROUND, IS IN THE
 DP0642'N-S FENCE LINE, AND 127.0 FEET FROM STATION, N 04 DEG 11 MIN W.
 DP0642'BEARING FROM STATION, TAHOKA MUNICIPAL WATER TANK,
 DP0642'FINIAL, S 72 DEG 19 MIN W.
 DP0642
 DP0642                          STATION RECOVERY (1948)
 DP0642
 DP0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CAS)
 DP0642'STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 DP0642'STATION MARK IS IN THE S EDGE OF A TURNING ROW, THE MARK IS
 DP0642'FLUSH WITH THE GROUND AND HAS A SMALL BLOCK OF CONCRETE OVER
 DP0642'THE TOP OF THE MARK.  R.M. 2 IS IN THE PLOWED FIELD N OF THE
 DP0642'STATION, MARK IS FLUSH WITH THE GROUND.
 DP0642'
 DP0642'R.M. 1 COULD NOT BE FOUND AND IS PROBABLY DESTROYED AS THE
 DP0642'ROAD HAS BEEN WIDENED AND THE DISTANCE FROM THE CENTER OF THE
 DP0642'ROAD WOULD PUT THE MARK IN THE ROAD DITCH.
 DP0642'
 DP0642'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 DP0642'87 AND 380, GO E ON HIGHWAY 380 FOR 6.4 MILES TO A PAVED
 DP0642'T-ROAD N AT A STORE AND FILLING STATION ON THE S SIDE OF HIGHWAY
 DP0642'380.  TURN N AND GO 2.5 MILES TO A FIELD ROAD E (ABOUT 0.2
 DP0642'MILE N OF FARMHOUSE OWNED BY MR. HUFF).  TURN E AND GO 0.2 MILE
 DP0642'TO STATION IN EDGE OF ROAD.
 DP0642
 DP0642                          STATION RECOVERY (1949)
 DP0642
 DP0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DP0642'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  UNABLE TO RECOVER
 DP0642'R.M. 1.
 DP0642'
 DP0642'ORIGINAL DESCRIPTION SATISFACTORY.
 DP0642
 DP0642                          STATION RECOVERY (1958)
 DP0642
 DP0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RP)
 DP0642'THE CONCRETE POST HAS BEEN COMPLETELY UPROOTED BY EITHER A
 DP0642'TRACTOR OR ROAD MAINTAINER AND DESTROYED AS TO ITS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0615 ***********************************************************************
 BN0615  DESIGNATION -  BARTON
 BN0615  PID         -  BN0615
 BN0615  STATE/COUNTY-  TX/HAYS
 BN0615  USGS QUAD   -  DRIPPING SPRINGS (1986)
 BN0615
 BN0615                         *CURRENT SURVEY CONTROL
 BN0615  ___________________________________________________________________
 BN0615* NAD 83(1993)-  30 13 10.68716(N)    098 07 08.10645(W)     ADJUSTED  
 BN0615* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 BN0615  ___________________________________________________________________
 BN0615  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 BN0615  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 BN0615
 BN0615  HORZ ORDER  -  SECOND
 BN0615
 BN0615.The horizontal coordinates were established by classical geodetic methods
 BN0615.and adjusted by the National Geodetic Survey in February 1996..
 BN0615
 BN0615.The orthometric height was scaled from a topographic map.
 BN0615
 BN0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0615
 BN0615.The geoid height was determined by GEOID03.
 BN0615
 BN0615;                    North         East     Units Scale Factor Converg.
 BN0615;SPC TXSC     - 4,264,794.967   684,822.144   MT  0.99998222   +0 25 54.0
 BN0615;SPC TXSC     -13,992,081.49  2,246,787.32   sFT  0.99998222   +0 25 54.0
 BN0615;SPC TX C     - 3,063,422.536   913,168.992   MT  0.99997411   +1 08 26.0
 BN0615;SPC TX C     -10,050,578.77  2,995,955.27   sFT  0.99997411   +1 08 26.0
 BN0615;UTM  14      - 3,343,451.290   584,792.186   MT  0.99968870   +0 26 36.6
 BN0615
 BN0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0615!SPC TXSC     -   0.99993933  x   0.99998222  =   0.99992155
 BN0615!SPC TX C     -   0.99993933  x   0.99997411  =   0.99991344
 BN0615!UTM  14      -   0.99993933  x   0.99968870  =   0.99962805
 BN0615
 BN0615|---------------------------------------------------------------------|
 BN0615| PID    Reference Object                     Distance      Geod. Az  |
 BN0615|                                                           dddmmss.s |
 BN0615| CV3732 BARTON RM 1                          21.921 METERS 14007     |
 BN0615| CV3733 BARTON RM 2                           5.870 METERS 27043     |
 BN0615| CV3731 BARTON AZ MK                                       3544222.1 |
 BN0615|---------------------------------------------------------------------|
 BN0615
 BN0615                          SUPERSEDED SURVEY CONTROL
 BN0615
 BN0615  NAD 83(1986)-  30 13 10.69965(N)    098 07 08.08992(W) AD(       ) 2
 BN0615  NAD 27      -  30 13 09.95580(N)    098 07 07.04790(W) AD(       ) 2
 BN0615
 BN0615.Superseded values are not recommended for survey control.
 BN0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0615.See file dsdata.txt to determine how the superseded data were derived.
 BN0615
 BN0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU8479243451(NAD 83)
 BN0615_MARKER: DS = TRIANGULATION STATION DISK
 BN0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0615_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0615
 BN0615  HISTORY     - Date     Condition        Report By
 BN0615  HISTORY     - 1956     MONUMENTED       CGS
 BN0615  HISTORY     - 1974     GOOD             TXHD
 BN0615  HISTORY     - 19960127 MARK NOT FOUND   USPSQD
 BN0615  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 BN0615
 BN0615                          STATION DESCRIPTION
 BN0615
 BN0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0615'THE STATION IS ABOUT 2 MILES WEST AND 2 MILES NORTH OF DRIPPING
 BN0615'SPRINGS, 1 MILE NORTH OF U.S. HIGHWAY 290 AND ON THE RIGHT-OF-WAY
 BN0615'OF A GRADED ROAD.  IT IS 19 FEET SOUTHWEST OF THE CENTER OF
 BN0615'A CATTLE GUARD, 15 FEET WEST OF THE CENTER OF THE GRADED ROAD,
 BN0615'9 FEET EAST OF A FENCE AND 6 FEET SOUTHEAST OF A 4 IN X 4 IN
 BN0615'WHITE WITNESS POST.
 BN0615'
 BN0615'TO REACH THE STATION FROM THE POST OFFICE IN DRIPPING SPRINGS,
 BN0615'GO WESTERLY ON HIGHWAY 290 FOR 1.95 MILES TO A GRADED ROAD ON THE
 BN0615'LEFT, TURN LEFT AND GO NORTH FOR 1.1 MILES TO THE STATION ON
 BN0615'THE LEFT.  CONTINUE NORTH ON THE GRADED ROAD FOR 0.4 MILE TO
 BN0615'THE AZIMUTH MARK ON THE RIGHT.
 BN0615'
 BN0615'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0615'STAMPED BARTON 1956.
 BN0615'
 BN0615'REFERENCE MARK 1 IS 32 FEET EAST OF THE CENTER OF THE ROAD AND
 BN0615'19 FEET EAST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND
 BN0615'THE DISK IS STAMPED BARTON NO 1 1956.
 BN0615'
 BN0615'REFERENCE MARK 2 IS 35 FEET WEST OF THE CENTER OF THE ROAD AND
 BN0615'11 FEET WEST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND, AND
 BN0615'THE DISK IS STAMPED BARTON NO 2 1956.
 BN0615'
 BN0615'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF THE ROAD, 5 FEET
 BN0615'EAST OF A FENCE AND 4 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS
 BN0615'POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 BN0615'BARTON 1956.
 BN0615
 BN0615                          STATION RECOVERY (1974)
 BN0615
 BN0615'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974
 BN0615'BARTON 1956-GOOD
 BN0615'
 BN0615'R.M. 1-DESTROYED
 BN0615'
 BN0615'R.M. 2 AND AZ. MK-GOOD
 BN0615'
 BN0615'1956 DESCRIPTION IS ADEQUATE FOR RECOVERING ALL MARKS.
 BN0615
 BN0615                          STATION RECOVERY (1996)
 BN0615
 BN0615'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0615'MARK NOT FOUND.
 BN0615
 BN0615                          STATION RECOVERY (1999)
 BN0615
 BN0615'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0936 ***********************************************************************
 CB0936  DESIGNATION -  BARTON
 CB0936  PID         -  CB0936
 CB0936  STATE/COUNTY-  TX/REAGAN
 CB0936  USGS QUAD   -  THREE BLUFF DRAW NE (1973)
 CB0936
 CB0936                         *CURRENT SURVEY CONTROL
 CB0936  ___________________________________________________________________
 CB0936* NAD 83(1993)-  31 38 40.60621(N)    101 21 06.74826(W)     ADJUSTED  
 CB0936* NAVD 88     -       816.32   (+/-2cm)    2678.2    (feet)  VERTCON   
 CB0936  ___________________________________________________________________
 CB0936  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CB0936  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CB0936
 CB0936  HORZ ORDER  -  SECOND
 CB0936  VERT ORDER  -  THIRD ? (See Below)
 CB0936
 CB0936.The horizontal coordinates were established by classical geodetic methods
 CB0936.and adjusted by the National Geodetic Survey in February 1996..
 CB0936
 CB0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0936.The vertical order pertains to the NGVD 29 superseded value.
 CB0936
 CB0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0936
 CB0936.The geoid height was determined by GEOID03.
 CB0936
 CB0936;                    North         East     Units Scale Factor Converg.
 CB0936;SPC TX C     - 3,219,713.382   603,392.168   MT  0.99994459   -0 31 28.6
 CB0936;SPC TX C     -10,563,342.99  1,979,629.14   sFT  0.99994459   -0 31 28.6
 CB0936;UTM  14      - 3,503,447.185   276,971.940   MT  1.00021353   -1 14 03.9
 CB0936
 CB0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0936!SPC TX C     -   0.99987564  x   0.99994459  =   0.99982024
 CB0936!UTM  14      -   0.99987564  x   1.00021353  =   1.00008915
 CB0936
 CB0936|---------------------------------------------------------------------|
 CB0936| PID    Reference Object                     Distance      Geod. Az  |
 CB0936|                                                           dddmmss.s |
 CB0936| CH7906 BARTON RM 1                          30.962 METERS 17419     |
 CB0936| CH7905 BARTON AZ MK                                       2701947.5 |
 CB0936| CH7907 BARTON RM 2                          25.378 METERS 27922     |
 CB0936|---------------------------------------------------------------------|
 CB0936
 CB0936                          SUPERSEDED SURVEY CONTROL
 CB0936
 CB0936  NAD 83(1986)-  31 38 40.61298(N)    101 21 06.73638(W) AD(       ) 2
 CB0936  NAD 27      -  31 38 40.10600(N)    101 21 05.32400(W) AD(       ) 2
 CB0936  NGVD 29 (07/19/86)  816.04   (m)         2677.3    (f) LEVELING    3  
 CB0936
 CB0936.Superseded values are not recommended for survey control.
 CB0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0936.See file dsdata.txt to determine how the superseded data were derived.
 CB0936
 CB0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA7697203447(NAD 83)
 CB0936_MARKER: DS = TRIANGULATION STATION DISK
 CB0936_SETTING: 0 = UNSPECIFIED SETTING
 CB0936
 CB0936  HISTORY     - Date     Condition        Report By
 CB0936  HISTORY     - 1943     MONUMENTED       CGS
 CB0936  HISTORY     - 1949     GOOD             ATRECO
 CB0936
 CB0936                          STATION DESCRIPTION
 CB0936
 CB0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0936'STATION IS LOCATED ABOUT 25 MILES SW OF STERLING CITY AND 17
 CB0936'MILES SSE OF GARDEN CITY, 0.4 MILE NE OF RANCH HOME OF MR. J.H.
 CB0936'BARTON, ON STATE HIGHWAY PROPERTY.  IT IS LOCATED IN A FENCE
 CB0936'CORNER 120 FEET NE OF THE CENTER OF CURVE IN ROAD, 12 FEET W OF
 CB0936'FENCE LINE, 12 FEET S OF ANOTHER FENCE LINE, 16 FEET SW OF FENCE
 CB0936'INTERSECTION, AND 60 FEET E OF CENTER LINE OF TRACK ROAD LEADING
 CB0936'INTO RANCH.  IT IS STAMPED BARTON 1943.
 CB0936'
 CB0936'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 CB0936'DISKS SET IN THE TOP OF CONCRETE POSTS PROJECTING ABOUT 5 INCHES
 CB0936'ABOVE GROUND.
 CB0936'
 CB0936'REFERENCE MARK 1 IS S OF THE STATION, 1 FOOT W OF FENCE LINE,
 CB0936'32 FEET E OF CENTER LINE OF TRACK ROAD, AND 65 FEET E OF MAIN
 CB0936'ROAD.
 CB0936'
 CB0936'REFERENCE MARK 2 IS W OF THE STATION, 1 FOOT S OF FENCE LINE,
 CB0936'16 FEET W OF CENTER LINE OF TRACK ROAD, AND ABOUT 100 FEET N
 CB0936'OF THE MAIN HIGHWAY.
 CB0936'
 CB0936'AZIMUTH MARK IS 0.7 MILE W OF THE STATION, 30 FEET S OF THE
 CB0936'CENTER LINE OF THE HIGHWAY, AND 1-1/2 FEET N OF FENCE LINE.
 CB0936'
 CB0936'REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION,
 CB0936'AND WITH THEIR RESPECTIVE NUMBERS.
 CB0936'
 CB0936'REACHED FROM THE COURTHOUSE IN STERLING CITY BY GOING W TWO
 CB0936'BLOCKS, THENCE S ON THE ROAD TOWARD BIG LAKE.  THIS IS A WIDE,
 CB0936'GRADED HIGHWAY RUNNING S AND W.  GO 19.5 MILES, PASSING TWO
 CB0936'LESS-TRAVELED GRADED ROADS RUNNING S, ONE AT 5.6 MILES AND ONE
 CB0936'AT 12.4 MILES.  AT THE W END OF A 2-MILE TANGENT IN THE HIGHWAY,
 CB0936'GO 2.9 MILES DUE S, CONTINUING ON THE BIG LAKE HIGHWAY TO
 CB0936'POINT WHERE HIGHWAY TURNS SHARP W.  TURN W AND GO 9.6 MILES ON
 CB0936'MAIN ROAD TO CURVE RIGHT AT DRIVE STRAIGHT AHEAD TO HOME OF
 CB0936'MR.  BARTON.  TURN RIGHT AND GO TO NEXT CURVE 0.45 MILE WHICH
 CB0936'TURNS LEFT.  CONTINUE STRAIGHT AHEAD 20 YARDS TO FENCE CORNER
 CB0936'AND STATION SITE.
 CB0936'
 CB0936'HEIGHT OF LIGHT ABOVE STATION MARK-23 METERS.
 CB0936
 CB0936                          STATION RECOVERY (1949)
 CB0936
 CB0936'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1949 (WBR)
 CB0936'RECOVERED BY ATLANTIC REFG CO.
 CB0936'
 CB0936'STATION MARK, R.M. 1, AND AZIMUTH MARK ARE IN GOOD CONDITION.
 CB0936'R.M. 2, WHICH IS W OF THE STATION, HAS BEEN MOVED FROM ITS
 CB0936'ORIGINAL POSITION IN THE BUILDING OF A CATTLE GUARD FOR A ROAD
 CB0936'LEADING TO A DRILLING RIG N OF THE STATION.
 CB0936'
 CB0936'STATION MARK IS STAMPED BARTON.
 CB0936'
 CB0936'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0729 ***********************************************************************
 DO0729  DESIGNATION -  BARTON ET
 DO0729  PID         -  DO0729
 DO0729  STATE/COUNTY-  TX/JACK
 DO0729  USGS QUAD   -  BARTONS CHAPEL (1982)
 DO0729
 DO0729                         *CURRENT SURVEY CONTROL
 DO0729  ___________________________________________________________________
 DO0729* NAD 83(1993)-  33 05 00.43636(N)    098 13 46.86666(W)     ADJUSTED  
 DO0729* NAVD 88     -       384.8    (meters)    1262.     (feet)  VERTCON   
 DO0729  ___________________________________________________________________
 DO0729  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 DO0729  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DO0729
 DO0729  HORZ ORDER  -  THIRD
 DO0729
 DO0729.The horizontal coordinates were established by classical geodetic methods
 DO0729.and adjusted by the National Geodetic Survey in February 1996..
 DO0729
 DO0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0729
 DO0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0729
 DO0729.The geoid height was determined by GEOID03.
 DO0729
 DO0729;                    North         East     Units Scale Factor Converg.
 DO0729;SPC TXNC     - 2,157,139.731   625,234.741   MT  0.99987278   +0 08 50.7
 DO0729;SPC TXNC     - 7,077,215.93  2,051,290.98   sFT  0.99987278   +0 08 50.7
 DO0729;UTM  14      - 3,660,802.598   571,892.661   MT  0.99966373   +0 25 13.8
 DO0729
 DO0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0729!SPC TXNC     -   0.99994408  x   0.99987278  =   0.99981686
 DO0729!UTM  14      -   0.99994408  x   0.99966373  =   0.99960782
 DO0729
 DO0729:                Primary Azimuth Mark                     Grid Az
 DO0729:SPC TXNC     -  JACKSBORO SINCLAIR OIL CO MAST           056 26 15.6
 DO0729:UTM  14      -  JACKSBORO SINCLAIR OIL CO MAST           056 09 52.5
 DO0729
 DO0729|---------------------------------------------------------------------|
 DO0729| PID    Reference Object                     Distance      Geod. Az  |
 DO0729|                                                           dddmmss.s |
 DO0729| DO0733 JACKSBORO SINCLAIR OIL CO MAST      APPROX.11.4 KM 0563506.3 |
 DO0729| DO0730 STEED ET                            APPROX. 4.3 KM 3383552.3 |
 DO0729|---------------------------------------------------------------------|
 DO0729
 DO0729                          SUPERSEDED SURVEY CONTROL
 DO0729
 DO0729  NAD 83(1993)-  33 05 00.43787(N)    098 13 46.85902(W) AD(       ) 3
 DO0729  NAD 83(1986)-  33 05 00.43983(N)    098 13 46.85190(W) AD(       ) 3
 DO0729  NAD 27      -  33 05 00.01726(N)    098 13 45.68469(W) AD(       ) 3
 DO0729  NGVD 29 (07/19/86)  384.7    (m)         1262.     (f) VERT ANG       
 DO0729
 DO0729.Superseded values are not recommended for survey control.
 DO0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0729.See file dsdata.txt to determine how the superseded data were derived.
 DO0729
 DO0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB7189360803(NAD 83)
 DO0729_MARKER: DD = SURVEY DISK
 DO0729_SETTING: 0 = UNSPECIFIED SETTING
 DO0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0729+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 DO0729
 DO0729  HISTORY     - Date     Condition        Report By
 DO0729  HISTORY     - 1959     MONUMENTED       USGS
 DO0729  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0729  HISTORY     - 20060905 GOOD             INDIV
 DO0729
 DO0729                          STATION DESCRIPTION
 DO0729
 DO0729'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DO0729'STATION IS LOCATED IN JACK COUNTY, TEXAS, ABOUT 10.0 MI. (AIRLINE) S.
 DO0729'AND 3.5 MI. W. OF JACKSBORO, ABOUT 1.1 MI. N. AND 0.2 MI. E. OF
 DO0729'BARTONS CHAPEL.  ON THE HIGHEST TOP OF A N-S. RIDGE IN THE VICINITY.
 DO0729'
 DO0729'TO REACH THE STATION FROM THE SW. CORNER OF THE COURTHOUSE SQUARE IN
 DO0729'JACKSBORO, GO W. 2.0 MI. ON STATE HIGHWAY 24 TO ITS JUNCTION WITH F.M.
 DO0729'ROAD 206, TURN LEFT ON 206 FOR 9.0 MI. TO T-RD. E., TURN LEFT FOR 0.15
 DO0729'MI., THEN S. 0.1 MI. TO RIDGE TOP AND THE STATION, 94 FT. W. OF THE
 DO0729'CENTERLINE OF THE RD.
 DO0729'
 DO0729'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.2
 DO0729'FT., STAMPED ---BARTON-E.T. 1959---.
 DO0729
 DO0729                          STATION RECOVERY (2005)
 DO0729
 DO0729'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 DO0729'MARK NOT FOUND.
 DO0729
 DO0729                          STATION RECOVERY (2006)
 DO0729
 DO0729'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (WDE)
 DO0729'THE MONUMENT WAS FOUND AS DESCRIBED BY USGS WHEN SET IN 1959.  WHEN
 DO0729'FOUND YESTERDAY, THERE WERE ROCKS PILED AROUND SAID MONUMENT, IN AN
 DO0729'OPEN AREA SURROUNDED BY SCRUB TREES OF CEDAR, MESQUITES AND LIVE OAK
 DO0729'TREES.  I MADE A GPS RTK OBSERVATION ON FOR THE PROJECT OUR FIRM WAS
 DO0729'WORKING ON.  I LEFT THE ROCKS AS THEY WERE, UNDISTURBED.
 DO0729' 
 DO0729' 
 DO0729' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0602 ***********************************************************************
 BM0602  DESIGNATION -  BARTON RM 1
 BM0602  PID         -  BM0602
 BM0602  STATE/COUNTY-  TX/TRAVIS
 BM0602  USGS QUAD   -  AUSTIN WEST (1988)
 BM0602
 BM0602                         *CURRENT SURVEY CONTROL
 BM0602  ___________________________________________________________________
 BM0602* NAD 83(1986)-  30 18 22.     (N)    097 50 19.     (W)     SCALED    
 BM0602* NAVD 88     -       315.871  (meters)    1036.32   (feet)  POSTED    
 BM0602  ___________________________________________________________________
 BM0602  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BM0602  DYNAMIC HT  -         315.440 (meters)    1034.91  (feet)  COMP
 BM0602  MODELED GRAV-     979,268.2   (mgal)                       NAVD 88
 BM0602
 BM0602  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BM0602
 BM0602.The horizontal coordinates were scaled from a topographic map and have
 BM0602.an estimated accuracy of +/- 6 seconds.
 BM0602
 BM0602.The orthometric height was determined by differential leveling
 BM0602.and adjusted by the National Geodetic Survey in 1992..
 BM0602.No vertical observational check was made to the station.
 BM0602.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BM0602.was located on a no-check spur therefore a value was not computed.
 BM0602
 BM0602.The geoid height was determined by GEOID03.
 BM0602
 BM0602.The dynamic height is computed by dividing the NAVD 88
 BM0602.geopotential number by the normal gravity value computed on the
 BM0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0602.degrees latitude (g = 980.6199 gals.).
 BM0602
 BM0602.The modeled gravity was interpolated from observed gravity values.
 BM0602
 BM0602;                    North         East    Units  Estimated Accuracy
 BM0602;SPC TX C     - 3,073,580.      939,930.      MT  (+/- 180 meters Scaled)
 BM0602
 BM0602                          SUPERSEDED SURVEY CONTROL
 BM0602
 BM0602  NGVD 29 (??/??/92)  315.788  (m)         1036.05   (f) ADJ UNCH    1 2
 BM0602
 BM0602.Superseded values are not recommended for survey control.
 BM0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0602.See file dsdata.txt to determine how the superseded data were derived.
 BM0602
 BM0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU116532(NAD 83)
 BM0602_MARKER: DR = REFERENCE MARK DISK
 BM0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0602_STAMPING: BARTON NO 1 1935
 BM0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0602+STABILITY: SURFACE MOTION
 BM0602
 BM0602  HISTORY     - Date     Condition        Report By
 BM0602  HISTORY     - 1935     MONUMENTED       CGS
 BM0602  HISTORY     - 1953     GOOD             NGS
 BM0602
 BM0602                          STATION DESCRIPTION
 BM0602
 BM0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0602'7.1 MI SW FROM AUSTIN.
 BM0602'6.75 MILES SOUTHWEST ALONG BARTON SPRINGS ROAD AND BEE CAVE ROAD FROM
 BM0602'ITS INTERSECTION WITH LAMAR BOULEVARD AT AUSTIN TO ROYS RANCH, THENCE
 BM0602'0.35 MILE SOUTHEAST ALONG A WINDING TRACK ROAD, AT THE TOP OF A WOODED
 BM0602'HILL, 81.5 FEET EAST OF TRIANGULATION STATION BARTON 1903 1935, 66
 BM0602'FEET SOUTHEAST OF THE MOST NORTHERLY ONE OF 3 POWER POLES, SET IN THE
 BM0602'TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0603 ***********************************************************************
 BM0603  DESIGNATION -  BARTON RM 2
 BM0603  PID         -  BM0603
 BM0603  STATE/COUNTY-  TX/TRAVIS
 BM0603  USGS QUAD   -  AUSTIN WEST (1988)
 BM0603
 BM0603                         *CURRENT SURVEY CONTROL
 BM0603  ___________________________________________________________________
 BM0603* NAD 83(1986)-  30 18 20.     (N)    097 50 21.     (W)     SCALED    
 BM0603* NAVD 88     -       315.631  (meters)    1035.53   (feet)  POSTED    
 BM0603  ___________________________________________________________________
 BM0603  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BM0603  DYNAMIC HT  -         315.200 (meters)    1034.12  (feet)  COMP
 BM0603  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 BM0603
 BM0603  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BM0603
 BM0603.The horizontal coordinates were scaled from a topographic map and have
 BM0603.an estimated accuracy of +/- 6 seconds.
 BM0603
 BM0603.The orthometric height was determined by differential leveling
 BM0603.and adjusted by the National Geodetic Survey in 1992..
 BM0603.No vertical observational check was made to the station.
 BM0603.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BM0603.was located on a no-check spur therefore a value was not computed.
 BM0603
 BM0603.The geoid height was determined by GEOID03.
 BM0603
 BM0603.The dynamic height is computed by dividing the NAVD 88
 BM0603.geopotential number by the normal gravity value computed on the
 BM0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0603.degrees latitude (g = 980.6199 gals.).
 BM0603
 BM0603.The modeled gravity was interpolated from observed gravity values.
 BM0603
 BM0603;                    North         East    Units  Estimated Accuracy
 BM0603;SPC TX C     - 3,073,520.      939,880.      MT  (+/- 180 meters Scaled)
 BM0603
 BM0603                          SUPERSEDED SURVEY CONTROL
 BM0603
 BM0603  NGVD 29 (??/??/92)  315.548  (m)         1035.26   (f) ADJ UNCH    1 2
 BM0603
 BM0603.Superseded values are not recommended for survey control.
 BM0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0603.See file dsdata.txt to determine how the superseded data were derived.
 BM0603
 BM0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU116532(NAD 83)
 BM0603_MARKER: DR = REFERENCE MARK DISK
 BM0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0603_STAMPING: BARTON NO 2 1935
 BM0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0603+STABILITY: SURFACE MOTION
 BM0603
 BM0603  HISTORY     - Date     Condition        Report By
 BM0603  HISTORY     - 1935     MONUMENTED       CGS
 BM0603  HISTORY     - 1953     GOOD             NGS
 BM0603
 BM0603                          STATION DESCRIPTION
 BM0603
 BM0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0603'7.1 MI SW FROM AUSTIN.
 BM0603'6.75 MILES SOUTHWEST ALONG BARTON SPRINGS ROAD AND BEE CAVE ROAD FROM
 BM0603'ITS INTERSECTION WITH LAMAR BOULEVARD AT AUSTIN TO ROYS RANCH, THENCE
 BM0603'0.35 MILE SOUTHEAST ALONG A DIM WINDING TRACK ROAD, AT THE TOP OF A
 BM0603'WOODED HILL, 73.7 FEET SOUTH OF TRIANGULATION STATION BARTON 1903
 BM0603'1935, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 BM0603'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0784 ***********************************************************************
 CV0784  DESIGNATION -  BASCOM
 CV0784  PID         -  CV0784
 CV0784  STATE/COUNTY-  TX/GAINES
 CV0784  USGS QUAD   -  LOOP SW (1970)
 CV0784
 CV0784                         *CURRENT SURVEY CONTROL
 CV0784  ___________________________________________________________________
 CV0784* NAD 83(1993)-  32 51 57.27051(N)    102 27 57.84774(W)     ADJUSTED  
 CV0784* NAVD 88     -      1004.3    (meters)    3295.     (feet)  VERTCON   
 CV0784  ___________________________________________________________________
 CV0784  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 CV0784  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 CV0784
 CV0784  HORZ ORDER  -  SECOND
 CV0784
 CV0784.The horizontal coordinates were established by classical geodetic methods
 CV0784.and adjusted by the National Geodetic Survey in February 1996..
 CV0784
 CV0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0784
 CV0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0784
 CV0784.The geoid height was determined by GEOID03.
 CV0784
 CV0784;                    North         East     Units Scale Factor Converg.
 CV0784;SPC TXNC     - 2,139,988.817   228,931.983   MT  0.99987785   -2 09 47.1
 CV0784;SPC TXNC     - 7,020,946.64    751,087.68   sFT  0.99987785   -2 09 47.1
 CV0784;UTM  13      - 3,639,268.022   737,098.718   MT  1.00029321   +1 22 32.7
 CV0784
 CV0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0784!SPC TXNC     -   0.99984590  x   0.99987785  =   0.99972376
 CV0784!UTM  13      -   0.99984590  x   1.00029321  =   1.00013906
 CV0784
 CV0784|---------------------------------------------------------------------|
 CV0784| PID    Reference Object                     Distance      Geod. Az  |
 CV0784|                                                           dddmmss.s |
 CV0784| CH7909 BASCOM RM 1                          15.670 METERS 11932     |
 CV0784| CH7910 BASCOM RM 2                          27.829 METERS 23656     |
 CV0784| CH7908 BASCOM AZ MK                                       2990711.2 |
 CV0784| CV0812 SEAGRAVES WATER TANK                APPROX.12.5 KM 3120626.3 |
 CV0784|---------------------------------------------------------------------|
 CV0784
 CV0784                          SUPERSEDED SURVEY CONTROL
 CV0784
 CV0784  NAD 83(1993)-  32 51 57.27881(N)    102 27 57.84030(W) AD(       ) 2
 CV0784  NAD 83(1986)-  32 51 57.27877(N)    102 27 57.84032(W) AD(       ) 2
 CV0784  NAD 27      -  32 51 56.96500(N)    102 27 56.16400(W) AD(       ) 2
 CV0784  NGVD 29 (07/19/86) 1004.0    (m)         3294.     (f) VERT ANG       
 CV0784
 CV0784.Superseded values are not recommended for survey control.
 CV0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0784.See file dsdata.txt to determine how the superseded data were derived.
 CV0784
 CV0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS3709939268(NAD 83)
 CV0784_MARKER: DS = TRIANGULATION STATION DISK
 CV0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0784
 CV0784  HISTORY     - Date     Condition        Report By
 CV0784  HISTORY     - 1935     MONUMENTED       CGS
 CV0784  HISTORY     - 1938     GOOD             TXHD
 CV0784  HISTORY     - 1950     POOR             CGS
 CV0784  HISTORY     - 1954     SEE DESCRIPTION  LOCENG
 CV0784  HISTORY     - 1957     SEE DESCRIPTION  CGS
 CV0784  HISTORY     - 1968     MARK NOT FOUND   CGS
 CV0784  HISTORY     - 1969     GOOD             CGS
 CV0784
 CV0784                          STATION DESCRIPTION
 CV0784
 CV0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0784'THIS STATION IS ABOUT 7-1/2 MILES SE OF SEAGRAVES, ON LAND OWNED
 CV0784'BY JOHN BASCOM BROWN, KNOWN LOCALLY AS CAP BROWN, IT IS IN HIS
 CV0784'BARNYARD, ON THE HIGHEST GROUND ABOUT 40 YARDS ENE OF HIS
 CV0784'HOUSE, 38 FEET NE OF A SMALL WOODEN YARD GATE AND 28 FEET N
 CV0784'OF A CORRAL FENCE.  THE MARK PROJECTS 6 INCHES.
 CV0784'
 CV0784'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0784'BRONZE DISKS SET IN CONCRETE.
 CV0784'
 CV0784'REFERENCE MARK NO. 1 IS ESE OF THE STATION AND PROJECTS 6 INCHES.
 CV0784'IT IS 1 FOOT NE OF THE NE CORNER OF A SMALL BARN AND 71 FEET
 CV0784'E OF A SMALL, WOODEN YARD GATE.
 CV0784'
 CV0784'REFERENCE MARK NO. 2 IS SW OF THE STATION AND PROJECTS 6 INCHES.
 CV0784'IT IS 21.5 FEET NNW OF THE WELL, 61.5 FEET E OF THE NE CORNER
 CV0784'OF MR. BROWNS HOUSE AND 1/2 FOOT E OF THE YARD FENCE AROUND THE
 CV0784'HOUSE.
 CV0784'
 CV0784'THE AZIMUTH MARK IS NW OF THE STATION AND PROJECTS 8 INCHES.
 CV0784'IT IS 0.15 MILE W OF A WIRE GATE AND A TRACK ROAD, 1 FOOT S OF
 CV0784'THE FENCE LINE.
 CV0784'
 CV0784'THE STATION IS REACHED FROM THE DEPOT IN SEAGRAVES, BY GOING
 CV0784'NORTHEASTERLY ON STATE HIGHWAY 51 FOR 0.3 MILE.  LEAVE STATE
 CV0784'HIGHWAY 51, TURN HALF RIGHT ONTO THE SEAGRAVES-LOOP ROAD (OILED)
 CV0784'AND DRIVE SOUTHEASTERLY AND EASTERLY FOR 2.4 MILES, THEN TURN
 CV0784'HALF RIGHT AND GO SE ON THE OILED ROAD FOR 1.2 MILES, THEN E
 CV0784'ON THE OILED ROAD FOR 1.0 MILE.  AT A FARM CROSS ROAD AND A
 CV0784'NEW CATTLE GUARD ON THE LEFT, LEAVE THE OILED ROAD AND DRIVE S
 CV0784'ON A TRACK ROAD THROUGH A LANE FOR 3.0 MILES, (CROSSING A
 CV0784'CATTLE GUARD AT 0.6 MILE AND ONE AT 2.0 MILES).  AT THE SW
 CV0784'CORNER OF AN ORCHARD, WHICH IS 100 YARDS SW OF A WINDMILL
 CV0784'AND SOME RANCH BUILDINGS, TURN LEFT AND GO E ON A FARM ROAD
 CV0784'ALONG THE S SIDE OF THE YARD FENCE AND GO 1.0 MILE.  AT A
 CV0784'WELL TRAVELED FARM CROSS ROAD TURN RIGHT AND GO S FOR 1.4 MILES,
 CV0784'THEN TURN LEFT THROUGH A WIRE GATE AND DRIVE E 0.1 MILE UP
 CV0784'GRADE TO THE RANCH BUILDINGS OF JOHN BASCOM BROWN AND THE
 CV0784'STATION.
 CV0784'
 CV0784'ALL OF THE OBJECTS, EXCEPT STATIONS WINEGARD AND CEDAR LAKE, ARE
 CV0784'VISIBLE FROM THE GROUND.
 CV0784'
 CV0784'HEIGHT OF LIGHT ABOVE STATION MARK - 7.78 METERS.
 CV0784
 CV0784                          STATION RECOVERY (1938)
 CV0784
 CV0784'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0784'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CV0784'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CV0784'
 CV0784'NOTE.--LETTER DATED 11/2/39 FROM H.E. MC CONNELL GRAVITY SERVICE
 CV0784'COMPANY OF LAMESA, STATES THAT THIS STATION WAS RECOVERED AS
 CV0784'DESCRIBED.  MARK SET FLUSH WITH GROUND IS NOW 2 OR 3 FEET ABOVE
 CV0784'SURFACE OF GROUND, DUE TO WIND EROSION.  STANDING IN ORIGINAL
 CV0784'POSITION, APPARENTLY STILL FIRMLY EMBEDDED.
 CV0784
 CV0784                          STATION RECOVERY (1950)
 CV0784
 CV0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (BSD)
 CV0784'STATION BLOWN OUT OF SAND.  IT WAS FOUND LYING ON SIDE.
 CV0784
 CV0784                          STATION RECOVERY (1954)
 CV0784
 CV0784'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 (HLG)
 CV0784'STATION RECOVERED BY SEISMIC EXPLORATIONS INC.
 CV0784'
 CV0784'MONUMENT HAS BEEN DISPLACED.  IT WAS FOUND LYING ON THE GROUND
 CV0784'APPROXIMATELY 120 FT. NE OF REFERENCE MARK 2 NEAR A MEXICAN
 CV0784'SHACK.
 CV0784
 CV0784                          STATION RECOVERY (1957)
 CV0784
 CV0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 CV0784'THE SITE OF THIS MARK IS IN A WIND SWEPT BARNYARD.  THE SURFACE
 CV0784'STATION MONUMENT WAS RECOVERED LYING AT THE SITE.  REFERENCE
 CV0784'MARK NO. 1 IS PROBABLY UNDER A DEEP SAND DRIFT, AND WAS NOT
 CV0784'RECOVERED.  REFERENCE NO. 2 WAS RECOVERED IN A BROKEN CONDITION
 CV0784'AND NOW PROJECTS ABOUT 18 INCHES.  THE BARNYARD FEATURES HAVE
 CV0784'CHANGED.  CONSIDERABLE DIGGING WAS DONE AT THE SITE INDICATED
 CV0784'BY MEASURING FROM THE NUMBER 2 MONUMENT BUT THE UNDERGROUND
 CV0784'MARK WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN LOST BY WIND
 CV0784'EROSION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IF IN PLACE,
 CV0784'IT IS UNDER A SAND DRIFT.
 CV0784
 CV0784                          STATION RECOVERY (1968)
 CV0784
 CV0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0784'THIS STATION WAS REPORTED BEING DESTROYED IN 1957.  THE SITE WAS
 CV0784'VISITED BUT NO MARKS WERE FOUND.
 CV0784'
 CV0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 CV0784'MILES SOUTHEAST OF SEAGRAVES.  IN SECTION 26, BLOCK BLOCK G.
 CV0784
 CV0784                          STATION RECOVERY (1969)
 CV0784
 CV0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CV0784'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 CV0784'HAVE BEEN DESTROYED.  THE TENANT FARMER SAID REFERENCE MARK NO. 1
 CV0784'SHOULD STILL BE IN PLACE AND COVERED WITH ABOUT 1 FOOT OF SAND.
 CV0784'DUE TO A BLOW OUT NEAR THE STATION SITE, IT IS DOUBTFUL IF
 CV0784'THE UNDERGROUND MARK IS STILL IN PLACE.
 CV0784'
 CV0784'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 385 AND
 CV0784'62 AND STATE HIGHWAY 83 IN SEAGRAVES, GO EAST AND SOUTHEAST
 CV0784'ON FARM ROAD 83 FOR 5.35 MILES TO A CROSSROAD.  TURN LEFT AND
 CV0784'GO SOUTH ON A BLADED ROAD FOR 2.8 MILES TO A CROSSROAD.  CONTINUE
 CV0784'SOUTH FOR 0.15 MILE TO A REVERSE FORK.  CONTINUE SOUTH ON A
 CV0784'SURFACED ROAD FOR 1.25 MILE TO A DRIVEWAY ON THE LEFT.  TURN
 CV0784'LEFT AND GO EAST FOR 0.1 MILE TO A HOUSE AND THE STATION SITE
 CV0784'EAST OF THE HOUSE.
 CV0784'
 CV0784'LAND IS OWNED BY MR. M.G. RIGGAN WHO LIVES IN LAMESA.
 CV0784'
 CV0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 CV0784'MILES SOUTHEAST OF SEAGRAVES.  IN SECTION 26, BLOCK G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0634 ***********************************************************************
 CA0634  DESIGNATION -  BASE
 CA0634  PID         -  CA0634
 CA0634  STATE/COUNTY-  TX/COLEMAN
 CA0634  USGS QUAD   -  VALERA (1967)
 CA0634
 CA0634                         *CURRENT SURVEY CONTROL
 CA0634  ___________________________________________________________________
 CA0634* NAD 83(1993)-  31 50 40.06889(N)    099 31 51.32597(W)     ADJUSTED  
 CA0634* NAVD 88     -       592.781  (meters)    1944.82   (feet)  ADJUSTED  
 CA0634  ___________________________________________________________________
 CA0634  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CA0634  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CA0634  DYNAMIC HT  -         591.994 (meters)    1942.23  (feet)  COMP
 CA0634  MODELED GRAV-     979,293.0   (mgal)                       NAVD 88
 CA0634
 CA0634  HORZ ORDER  -  SECOND
 CA0634  VERT ORDER  -  SECOND    CLASS 0
 CA0634
 CA0634.The horizontal coordinates were established by classical geodetic methods
 CA0634.and adjusted by the National Geodetic Survey in February 1996..
 CA0634
 CA0634.The orthometric height was determined by differential leveling
 CA0634.and adjusted by the National Geodetic Survey in June 1991..
 CA0634
 CA0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0634
 CA0634.The geoid height was determined by GEOID03.
 CA0634
 CA0634.The dynamic height is computed by dividing the NAVD 88
 CA0634.geopotential number by the normal gravity value computed on the
 CA0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0634.degrees latitude (g = 980.6199 gals.).
 CA0634
 CA0634.The modeled gravity was interpolated from observed gravity values.
 CA0634
 CA0634;                    North         East     Units Scale Factor Converg.
 CA0634;SPC TX C     - 3,241,704.190   775,948.472   MT  0.99998979   +0 24 47.8
 CA0634;SPC TX C     -10,635,491.16  2,545,757.61   sFT  0.99998979   +0 24 47.8
 CA0634;UTM  14      - 3,523,318.666   449,766.610   MT  0.99963112   -0 16 48.5
 CA0634
 CA0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0634!SPC TX C     -   0.99991097  x   0.99998979  =   0.99990076
 CA0634!UTM  14      -   0.99991097  x   0.99963112  =   0.99954212
 CA0634
 CA0634|---------------------------------------------------------------------|
 CA0634| PID    Reference Object                     Distance      Geod. Az  |
 CA0634|                                                           dddmmss.s |
 CA0634| CA0636 BASE RM 2                            34.656 METERS 22604     |
 CA0634| CA0637 HORDS                               APPROX. 1.6 KM 2702442.1 |
 CA0634| CA0635 BASE RM 1                            26.441 METERS 34415     |
 CA0634|---------------------------------------------------------------------|
 CA0634
 CA0634                          SUPERSEDED SURVEY CONTROL
 CA0634
 CA0634  NAD 83(1986)-  31 50 40.07663(N)    099 31 51.31217(W) AD(       ) 2
 CA0634  NAD 27      -  31 50 39.55900(N)    099 31 50.06500(W) AD(       ) 2
 CA0634  NGVD 29 (??/??/92)  592.667  (m)         1944.44   (f) ADJ UNCH    2 0
 CA0634
 CA0634.Superseded values are not recommended for survey control.
 CA0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0634.See file dsdata.txt to determine how the superseded data were derived.
 CA0634
 CA0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA4976723319(NAD 83)
 CA0634_MARKER: DS = TRIANGULATION STATION DISK
 CA0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0634_STAMPING: BASE 1944
 CA0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0634+STABILITY: SURFACE MOTION
 CA0634
 CA0634  HISTORY     - Date     Condition        Report By
 CA0634  HISTORY     - 1944     MONUMENTED       CGS
 CA0634  HISTORY     - 1944     GOOD             CGS
 CA0634
 CA0634                          STATION DESCRIPTION
 CA0634
 CA0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA0634'ABOUT 7 MILES W OF COLEMAN, ON THE HIGHEST PART OF A SMALL HILL
 CA0634'ON THE PROPERTY OF O.H. KELLY.  THE STATION IS 38 PACES S OF
 CA0634'AN E-W FENCE LINE AND A CULTIVATED FIELD.  IT IS IN AN OPEN
 CA0634'PASTURE FIELD.  THE MARK PROJECTS 6 INCHES AND IS STAMPED BASE
 CA0634'1944.
 CA0634'
 CA0634'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 CA0634'SET IN CONCRETE.
 CA0634'
 CA0634'REFERENCE MARK 1 IS 24 PACES S OF E-W FENCE AND IS N OF THE
 CA0634'STATION IN OPEN PASTURE.  THE MARK PROJECTS 3 INCHES.
 CA0634'
 CA0634'REFERENCE MARK 2 IS SW OF THE STATION IN OPEN PASTURE.  THE MARK
 CA0634'PROJECTS 4 INCHES.
 CA0634'
 CA0634'THE REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 CA0634'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 CA0634'
 CA0634'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 84
 CA0634'AND 67 IN COLEMAN BY GOING 6.25 MILES W ON FARM HIGHWAY TO
 CA0634'JOG IN ROAD.  GO S 0.15 MILE, THEN W FOR 0.4 MILE TO GATE ON
 CA0634'LEFT (S).  GO THROUGH GATE AND GO 0.15 MILE W, PARALLEL TO
 CA0634'ROAD.  PASS THROUGH ANOTHER GATE, TURN S IMMEDIATELY AND PASS
 CA0634'THROUGH GATE AND FOLLOW FENCE LINE TO CORNER, ABOUT 0.25 MILE.
 CA0634'FROM FENCE CORNER GO 0.2 MILE SW TO TOP OF HILL AND STATION
 CA0634'SITE.
 CA0634'
 CA0634'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CA0634
 CA0634                          STATION RECOVERY (1944)
 CA0634
 CA0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 CA0634'7.0 MI W FROM COLEMAN.
 CA0634'0.2 MILE SOUTH ALONG CONCHO STREET FROM THE POST OFFICE AT COLEMAN,
 CA0634'THENCE 6.4 MILES WEST ALONG HORDS CREEK ROAD, THENCE 0.4 MILE
 CA0634'SOUTHWESTERLY ALONG A PRIVATE DIRT ROAD, ON THE PROPERTY OF O. H.
 CA0634'KELLY, ON THE HIGHEST PART OF A SMALL HILL AND IN AN OPEN PASTURE, AND
 CA0634'ABOUT 38 PACES SOUTH OF AN EAST-WEST FENCE LINE AND A CULTIVATED
 CA0634'FIELD.  A TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE
 CA0634'POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8392 ***********************************************************************
 AH8392  DESIGNATION -  BASE
 AH8392  PID         -  AH8392
 AH8392  STATE/COUNTY-  TX/ARANSAS
 AH8392  USGS QUAD   -  PORT INGLESIDE (1975)
 AH8392
 AH8392                         *CURRENT SURVEY CONTROL
 AH8392  ___________________________________________________________________
 AH8392* NAD 83(1993)-  27 51 57.53087(N)    097 08 03.84158(W)     ADJUSTED  
 AH8392* NAVD 88     -         1.5    (meters)       5.     (feet)  VERT ANG  
 AH8392  ___________________________________________________________________
 AH8392  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AH8392  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH8392
 AH8392  HORZ ORDER  -  THIRD
 AH8392
 AH8392.The horizontal coordinates were established by classical geodetic methods
 AH8392.and adjusted by the National Geodetic Survey in August 1998..
 AH8392
 AH8392.The orthometric height was determined by vertical angle observations.
 AH8392
 AH8392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8392
 AH8392.The geoid height was determined by GEOID03.
 AH8392
 AH8392;                    North         East     Units Scale Factor Converg.
 AH8392;SPC TXSC     - 4,005,084.280   783,757.254   MT  1.00018864   +0 54 50.3
 AH8392;SPC TXSC     -13,140,014.01  2,571,376.92   sFT  1.00018864   +0 54 50.3
 AH8392;UTM  14      - 3,083,754.529   683,675.303   MT  1.00001642   +0 52 20.0
 AH8392
 AH8392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8392!SPC TXSC     -   1.00000393  x   1.00018864  =   1.00019257
 AH8392!UTM  14      -   1.00000393  x   1.00001642  =   1.00002035
 AH8392
 AH8392                          SUPERSEDED SURVEY CONTROL
 AH8392
 AH8392.No superseded survey control is available for this station.
 AH8392
 AH8392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8367583755(NAD 83)
 AH8392_MARKER: DD = SURVEY DISK
 AH8392_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH8392_STAMPING: BASE 1989
 AH8392_MARK LOGO: NOS   
 AH8392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8392+STABILITY: SURFACE MOTION
 AH8392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8392+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8392
 AH8392  HISTORY     - Date     Condition        Report By
 AH8392  HISTORY     - 1989     MONUMENTED       NOS
 AH8392
 AH8392                          STATION DESCRIPTION
 AH8392
 AH8392'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8392'THE STATION IS LOCATED NEAR THE SW POINT OF RANSOM ISLAND
 AH8392'APPROXIMATELY 2 MILES SOUTH OF ARANSAS PASS, AND APPROXIMATELY 1 MILE
 AH8392'SE FROM THE INTERCOASTAL WATERWAY. TO REACH THE STATION FROM THE
 AH8392'ARANSAS PASS, GO BY BOAT TO THE AREA OF LIGHT 14 ON THE INTERCOASTAL
 AH8392'WATERWAY.  TAKE THE RANSOM ISLAND CHANNEL SE AND THEN SSE TO THE SOUTH
 AH8392'END OF THE ISLAND.  TURN WESTERLY TO THE SOUTH SHORE OF THE SW POINT
 AH8392'OF THE ISLAND.  LAND AND PACK TO AN OLD BLOCK FOUNDATION AND THE
 AH8392'STATION. THE STATION IS A BRONZE NOS DISK STAMPED---BASE 1989---, SET
 AH8392'INTO A DRILL HOLE IN THE TOP OF A CINDER BLOCK IN THE TOP OF AN OLD
 AH8392'FOUNDATION.  IT IS LOCATED APPROXIMATELY 50 METERS EAST FROM THE WEST
 AH8392'POINT OF THE ISLAND, AND 5 METERS NORTH FROM THE MHWL. DESCRIBED BY P
 AH8392'B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6950 ***********************************************************************
 AJ6950  DESIGNATION -  BASE
 AJ6950  PID         -  AJ6950
 AJ6950  STATE/COUNTY-  TX/TRAVIS
 AJ6950  USGS QUAD   -  AUSTIN WEST (1988)
 AJ6950
 AJ6950                         *CURRENT SURVEY CONTROL
 AJ6950  ___________________________________________________________________
 AJ6950* NAD 83(1993)-  30 17 39.25029(N)    097 46 54.87207(W)     ADJUSTED  
 AJ6950* NAVD 88     -       186.4    (meters)     612.     (feet)  GPS OBS   
 AJ6950  ___________________________________________________________________
 AJ6950  X           -    -746,341.784 (meters)                     COMP
 AJ6950  Y           -  -5,461,251.876 (meters)                     COMP
 AJ6950  Z           -   3,198,660.299 (meters)                     COMP
 AJ6950  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 AJ6950  ELLIP HEIGHT-         160.48  (meters)          (01/07/02) GPS OBS
 AJ6950  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AJ6950
 AJ6950  HORZ ORDER  -  B
 AJ6950  ELLP ORDER  -  FOURTH    CLASS I
 AJ6950
 AJ6950.The horizontal coordinates were established by GPS observations
 AJ6950.and adjusted by the LOWER COLORADO RIVER AUTHORITY in January 2002..
 AJ6950
 AJ6950.The orthometric height was determined by GPS observations and a
 AJ6950.high-resolution geoid model.
 AJ6950
 AJ6950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6950
 AJ6950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6950
 AJ6950.The ellipsoidal height was determined by GPS observations
 AJ6950.and is referenced to NAD 83.
 AJ6950
 AJ6950.The geoid height was determined by GEOID03.
 AJ6950
 AJ6950;                    North         East     Units Scale Factor Converg.
 AJ6950;SPC TX C     - 3,072,385.027   945,415.994   MT  0.99995734   +1 18 50.9
 AJ6950;SPC TX C     -10,079,983.21  3,101,752.31   sFT  0.99995734   +1 18 50.9
 AJ6950;UTM  14      - 3,352,018.007   617,138.312   MT  0.99976928   +0 36 52.3
 AJ6950
 AJ6950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6950!SPC TX C     -   0.99997480  x   0.99995734  =   0.99993214
 AJ6950!UTM  14      -   0.99997480  x   0.99976928  =   0.99974408
 AJ6950
 AJ6950                          SUPERSEDED SURVEY CONTROL
 AJ6950
 AJ6950.No superseded survey control is available for this station.
 AJ6950
 AJ6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1713852018(NAD 83)
 AJ6950_MARKER: DD = SURVEY DISK
 AJ6950_SETTING: 0 = UNSPECIFIED SETTING
 AJ6950_STAMPING: BASE
 AJ6950_MARK LOGO: SWTXSU
 AJ6950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ6950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6950+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1999
 AJ6950
 AJ6950  HISTORY     - Date     Condition        Report By
 AJ6950  HISTORY     - 19991111 MONUMENTED       SWTXSU
 AJ6950
 AJ6950                          STATION DESCRIPTION
 AJ6950
 AJ6950'DESCRIBED BY SOUTHWEST TEXAS STATE UNIVERSITY 1999 (TLN)
 AJ6950'DESCRIBED BY TERRY L. NYGAARD - LOWER COLORADO RIVER AUTHORITY
 AJ6950'STATION MARK IS A METAL BRACKET WITH STEEL GPS ANTENNA
 AJ6950'ATTACHMENT PIN LOCATED ON TOP OF THE LONG BUILDING.
 AJ6950' 
 AJ6950'IN THE CITY OF AUSTIN, FROM THE INTERSECTION OF HIGHWAY 183 AND
 AJ6950'LOOP 1 (MOPAC EXPRESSWAY) HEAD SOUTH ON LOOP 1 FOR 7.3 MILES TO
 AJ6950'THE LAKE AUSTIN BLVD EXIT. TURN RIGHT (WEST) ON LAKE AUSTIN BLVD
 AJ6950'AND GO 1.3 MILES TO THE LOWER COLORADO RIVER AUTHORITY GENERAL
 AJ6950'OFFICE COMPLEX LOCATED AT 3700 LAKE AUSTIN BLVD. GO ABOUT 300 FEET
 AJ6950'TO PARK IN VISITOR PARKING ON THE RIGHT IN FRONT OF THE LONG
 AJ6950'BUILDING.  CONTACT TERRY L. NYGAARD AT 1-800-776-5272 X 4528 TO GET
 AJ6950'ACCESS TO THE MARK.
 AJ6950' 
 AJ6950'BRACKET IS BOLTED TO TOP OF FOUR STORY BRICK AND CONCRETE OFFICE
 AJ6950'BUILDING NAMED THE LONG BUILDING. ACCESS TO STATION MARK IS
 AJ6950'THROUGH THE TOP STAIRWELL ENTRANCE. TO ACCESS STATION/BRACKET
 AJ6950'REQUIRES A SIX FOOT LADDER.
 AJ6950' 
 AJ6950'NO REFERENCE MARKS SET.
 AJ6950' 
 AJ6950' 
 AJ6950'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0635 ***********************************************************************
 CA0635  DESIGNATION -  BASE RM 1
 CA0635  PID         -  CA0635
 CA0635  STATE/COUNTY-  TX/COLEMAN
 CA0635  USGS QUAD   -  VALERA (1967)
 CA0635
 CA0635                         *CURRENT SURVEY CONTROL
 CA0635  ___________________________________________________________________
 CA0635* NAD 83(1986)-  31 50 40.     (N)    099 31 51.     (W)     SCALED    
 CA0635* NAVD 88     -       592.665  (meters)    1944.44   (feet)  ADJUSTED  
 CA0635  ___________________________________________________________________
 CA0635  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CA0635  DYNAMIC HT  -         591.879 (meters)    1941.86  (feet)  COMP
 CA0635  MODELED GRAV-     979,293.0   (mgal)                       NAVD 88
 CA0635
 CA0635  VERT ORDER  -  SECOND    CLASS 0
 CA0635
 CA0635.The horizontal coordinates were scaled from a topographic map and have
 CA0635.an estimated accuracy of +/- 6 seconds.
 CA0635
 CA0635.The orthometric height was determined by differential leveling
 CA0635.and adjusted by the National Geodetic Survey in June 1991..
 CA0635
 CA0635.The geoid height was determined by GEOID03.
 CA0635
 CA0635.The dynamic height is computed by dividing the NAVD 88
 CA0635.geopotential number by the normal gravity value computed on the
 CA0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0635.degrees latitude (g = 980.6199 gals.).
 CA0635
 CA0635.The modeled gravity was interpolated from observed gravity values.
 CA0635
 CA0635;                    North         East    Units  Estimated Accuracy
 CA0635;SPC TX C     - 3,241,700.      775,960.      MT  (+/- 180 meters Scaled)
 CA0635
 CA0635                          SUPERSEDED SURVEY CONTROL
 CA0635
 CA0635  NGVD 29 (??/??/92)  592.552  (m)         1944.06   (f) ADJ UNCH    2 0
 CA0635
 CA0635.Superseded values are not recommended for survey control.
 CA0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0635.See file dsdata.txt to determine how the superseded data were derived.
 CA0635
 CA0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA497233(NAD 83)
 CA0635_MARKER: DR = REFERENCE MARK DISK
 CA0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0635_STAMPING: BASE NO. 1 1944
 CA0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0635+STABILITY: SURFACE MOTION
 CA0635
 CA0635  HISTORY     - Date     Condition        Report By
 CA0635  HISTORY     - 1944     MONUMENTED       CGS
 CA0635
 CA0635                          STATION DESCRIPTION
 CA0635
 CA0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0635'7.0 MI W FROM COLEMAN.
 CA0635'0.2 MILE SOUTH ALONG CONCHO STREET FROM THE POST OFFICE AT COLEMAN,
 CA0635'THENCE 6.4 MILES WEST ALONG THE HORDS CREEK ROAD, THENCE 0.4 MILE
 CA0635'SOUTHWESTERLY ALONG A PASTURE ROAD, ON THE HIGHEST PART OF A SMALL
 CA0635'HILL ON THE PROPERTY OF O. H. KELLY, IN AN OPEN PASTURE, 24 PACES
 CA0635'SOUTH OF AN EAST-WEST FENCE LINE, AND 86.75 FEET NORTH OF THE STATION.
 CA0635'A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0636 ***********************************************************************
 CA0636  DESIGNATION -  BASE RM 2
 CA0636  PID         -  CA0636
 CA0636  STATE/COUNTY-  TX/COLEMAN
 CA0636  USGS QUAD   -  VALERA (1967)
 CA0636
 CA0636                         *CURRENT SURVEY CONTROL
 CA0636  ___________________________________________________________________
 CA0636* NAD 83(1986)-  31 50 40.     (N)    099 31 51.     (W)     SCALED    
 CA0636* NAVD 88     -       592.693  (meters)    1944.53   (feet)  ADJUSTED  
 CA0636  ___________________________________________________________________
 CA0636  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CA0636  DYNAMIC HT  -         591.907 (meters)    1941.95  (feet)  COMP
 CA0636  MODELED GRAV-     979,293.0   (mgal)                       NAVD 88
 CA0636
 CA0636  VERT ORDER  -  SECOND    CLASS 0
 CA0636
 CA0636.The horizontal coordinates were scaled from a topographic map and have
 CA0636.an estimated accuracy of +/- 6 seconds.
 CA0636
 CA0636.The orthometric height was determined by differential leveling
 CA0636.and adjusted by the National Geodetic Survey in June 1991..
 CA0636
 CA0636.The geoid height was determined by GEOID03.
 CA0636
 CA0636.The dynamic height is computed by dividing the NAVD 88
 CA0636.geopotential number by the normal gravity value computed on the
 CA0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0636.degrees latitude (g = 980.6199 gals.).
 CA0636
 CA0636.The modeled gravity was interpolated from observed gravity values.
 CA0636
 CA0636;                    North         East    Units  Estimated Accuracy
 CA0636;SPC TX C     - 3,241,700.      775,960.      MT  (+/- 180 meters Scaled)
 CA0636
 CA0636                          SUPERSEDED SURVEY CONTROL
 CA0636
 CA0636  NGVD 29 (??/??/92)  592.580  (m)         1944.16   (f) ADJ UNCH    2 0
 CA0636
 CA0636.Superseded values are not recommended for survey control.
 CA0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0636.See file dsdata.txt to determine how the superseded data were derived.
 CA0636
 CA0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA497233(NAD 83)
 CA0636_MARKER: DR = REFERENCE MARK DISK
 CA0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0636_STAMPING: BASE NO. 2 1944
 CA0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0636+STABILITY: SURFACE MOTION
 CA0636
 CA0636  HISTORY     - Date     Condition        Report By
 CA0636  HISTORY     - 1944     MONUMENTED       CGS
 CA0636
 CA0636                          STATION DESCRIPTION
 CA0636
 CA0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0636'7.0 MI W FROM COLEMAN.
 CA0636'0.2 MILES SOUTH ALONG CONCHO STREET FROM THE POST OFFICE AT COLEMAN,
 CA0636'THENCE 6.4 MILES WEST ALONG THE HORDS CREEK ROAD, THENCE 0.4 MILE
 CA0636'SOUTHWESTERLY ALONG A PASTURE ROAD, ON THE HIGHEST PART OF A SMALL
 CA0636'HILL ON THE PROPERTY OF O. H. KELLY, IN AN OPEN PASTURE, AND 113.70
 CA0636'FEET SOUTHWEST OF THE STATION.  A REFERENCE-MARK DISK, SET IN THE TOP
 CA0636'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8222 ***********************************************************************
 AJ8222  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ8222  DESIGNATION -  BASELINE
 AJ8222  PID         -  AJ8222
 AJ8222  STATE/COUNTY-  TX/JEFFERSON
 AJ8222  USGS QUAD   -  BEAUMONT WEST (1994)
 AJ8222
 AJ8222                         *CURRENT SURVEY CONTROL
 AJ8222  ___________________________________________________________________
 AJ8222* NAD 83(1993)-  30 05 43.32332(N)    094 12 12.09933(W)     ADJUSTED  
 AJ8222* NAVD 88     -        11.14   (meters)      36.5    (feet)  GPS OBS   
 AJ8222  ___________________________________________________________________
 AJ8222  X           -    -404,813.927 (meters)                     COMP
 AJ8222  Y           -  -5,508,093.240 (meters)                     COMP
 AJ8222  Z           -   3,179,516.592 (meters)                     COMP
 AJ8222  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AJ8222  ELLIP HEIGHT-         -16.34  (meters)          (03/11/02) GPS OBS
 AJ8222  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AJ8222
 AJ8222  HORZ ORDER  -  A
 AJ8222  ELLP ORDER  -  FOURTH    CLASS I
 AJ8222
 AJ8222.The horizontal coordinates were established by GPS observations
 AJ8222.and adjusted by the National Geodetic Survey in March 2002..
 AJ8222
 AJ8222.The orthometric height was determined by GPS observations and a
 AJ8222.high-resolution geoid model using precise GPS observation and
 AJ8222.processing techniques.
 AJ8222
 AJ8222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8222
 AJ8222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8222
 AJ8222.The ellipsoidal height was determined by GPS observations
 AJ8222.and is referenced to NAD 83.
 AJ8222
 AJ8222.The geoid height was determined by GEOID03.
 AJ8222
 AJ8222;                    North         East     Units Scale Factor Converg.
 AJ8222;SPC TXSC     - 4,260,180.184 1,062,214.486   MT  0.99995111   +2 20 59.8
 AJ8222;SPC TXSC     -13,976,941.15  3,484,948.69   sFT  0.99995111   +2 20 59.8
 AJ8222;UTM  15      - 3,329,963.579   384,045.487   MT  0.99976588   -0 36 12.5
 AJ8222
 AJ8222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8222!SPC TXSC     -   1.00000257  x   0.99995111  =   0.99995368
 AJ8222!UTM  15      -   1.00000257  x   0.99976588  =   0.99976845
 AJ8222
 AJ8222                          SUPERSEDED SURVEY CONTROL
 AJ8222
 AJ8222.No superseded survey control is available for this station.
 AJ8222
 AJ8222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8404529964(NAD 83)
 AJ8222_MARKER: DQ = CALIBRATION BASE LINE DISK
 AJ8222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8222_MARK LOGO: NGS   
 AJ8222_PROJECTION: FLUSH
 AJ8222_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8222+STABILITY: SURFACE MOTION
 AJ8222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8222+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ8222
 AJ8222  HISTORY     - Date     Condition        Report By
 AJ8222  HISTORY     - 2001     MONUMENTED       NGS
 AJ8222
 AJ8222                          STATION DESCRIPTION
 AJ8222
 AJ8222'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (EC)
 AJ8222'THE STAITON IS LOCATED IN BEAUMONT, JEFFERSON COUNTY, TX.  OWNERSHIP,
 AJ8222'JEFFERSON CO DRAINAGE DISTRICT 6.  TO REACH THE STATION FROM THE
 AJ8222'INTERSECTION OF HWY 90 AND 364, GO N ON 364 TO DISHMAN ROAD.  TURN
 AJ8222'LEFT (WEST) ON DISHMAN.  GO W APPROX 0.8 MILE (1.3 KM) TO A LEVEE ON S
 AJ8222'SIDE OF ROAD.  MON IS LOCATED ON TOP OF LEVEE, APPROX 80 FT (24.4 M)
 AJ8222'FROM CL OF DISHMAN ROAD AND 10 FT (3.0 M) E OF B.W FENCE LINE.  THE
 AJ8222'STATION IS BRASS MON.  MOUNTED FLUSH WITH GROUND IN CONCRETE, TOP OF
 AJ8222'LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1381 ***********************************************************************
 DM1381  DESIGNATION -  BASHAM
 DM1381  PID         -  DM1381
 DM1381  STATE/COUNTY-  TX/HOPKINS
 DM1381  USGS QUAD   -  SULPHUR BLUFF (1962)
 DM1381
 DM1381                         *CURRENT SURVEY CONTROL
 DM1381  ___________________________________________________________________
 DM1381* NAD 83(1993)-  33 18 23.65181(N)    095 23 32.16639(W)     ADJUSTED  
 DM1381* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 DM1381  ___________________________________________________________________
 DM1381  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DM1381  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DM1381
 DM1381  HORZ ORDER  -  FIRST
 DM1381
 DM1381.The horizontal coordinates were established by classical geodetic methods
 DM1381.and adjusted by the National Geodetic Survey in February 1996..
 DM1381
 DM1381.The orthometric height was scaled from a topographic map.
 DM1381
 DM1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1381
 DM1381.The geoid height was determined by GEOID03.
 DM1381
 DM1381;                    North         East     Units Scale Factor Converg.
 DM1381;SPC TXNC     - 2,186,129.494   889,342.727   MT  0.99988248   +1 41 41.8
 DM1381;SPC TXNC     - 7,172,326.51  2,917,785.26   sFT  0.99988248   +1 41 41.8
 DM1381;UTM  15      - 3,687,828.304   277,274.419   MT  1.00021165   -1 18 51.0
 DM1381
 DM1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1381!SPC TXNC     -   0.99998187  x   0.99988248  =   0.99986435
 DM1381!UTM  15      -   0.99998187  x   1.00021165  =   1.00019352
 DM1381
 DM1381|---------------------------------------------------------------------|
 DM1381| PID    Reference Object                     Distance      Geod. Az  |
 DM1381|                                                           dddmmss.s |
 DM1381| DM1382 BASHAM RM 1                          20.273 METERS 14043     |
 DM1381| DM1376 HALL                                APPROX.18.2 KM 1630731.1 |
 DM1381| CX9678 BASHAM RM 2                          43.961 METERS 20213     |
 DM1381|---------------------------------------------------------------------|
 DM1381
 DM1381                          SUPERSEDED SURVEY CONTROL
 DM1381
 DM1381  NAD 83(1993)-  33 18 23.65423(N)    095 23 32.16328(W) AD(       ) 1
 DM1381  NAD 83(1986)-  33 18 23.65789(N)    095 23 32.15351(W) AD(       ) 1
 DM1381  NAD 27      -  33 18 23.25500(N)    095 23 31.33800(W) AD(       ) 1
 DM1381
 DM1381.Superseded values are not recommended for survey control.
 DM1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1381.See file dsdata.txt to determine how the superseded data were derived.
 DM1381
 DM1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS7727487828(NAD 83)
 DM1381_MARKER: DS = TRIANGULATION STATION DISK
 DM1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1381
 DM1381  HISTORY     - Date     Condition        Report By
 DM1381  HISTORY     - 1935     MONUMENTED       CGS
 DM1381  HISTORY     - 1937     GOOD             TXHD
 DM1381  HISTORY     - 1951     SEE DESCRIPTION  CGS
 DM1381  HISTORY     - 1954     SEE DESCRIPTION  CGS
 DM1381  HISTORY     - 1957     SEE DESCRIPTION  CGS
 DM1381
 DM1381                          STATION DESCRIPTION
 DM1381
 DM1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1381'STATION IS ABOUT 2 MILES S OF THE SETTLEMENT OF SULPHUR BLUFF,
 DM1381'ON LAND OWNED BY A.M. BASHAM AND TENANTED BY G.A. EMERSON.  IT
 DM1381'IS ON THE E SIDE OF BARN LOT, 0.1 MILE S OF E-W ROAD, 56 FEET
 DM1381'S OF FENCE LINE, 47 FEET W OF FENCE LINE, 59 FEET E OF THE
 DM1381'NE CORNER OF BARN, ABOUT 100 YARDS SE OF DWELLING.  MARK IS
 DM1381'FLUSH.
 DM1381'
 DM1381'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1381'BRONZE DISKS SET IN CONCRETE.
 DM1381'
 DM1381'REFERENCE MARK NO. 1 IS ESE OF THE STATION, IN THE FENCE LINE,
 DM1381'6 FEET N OF ANGLE IN FENCE LINE, AND PROJECTS 2 INCHES.
 DM1381'
 DM1381'REFERENCE MARK NO. 2 IS SSW OF THE STATION, IN THE FENCE LINE, AT
 DM1381'FENCE INTERSECTION AND GATE TO FIELDS AND PROJECTS 2 INCHES.
 DM1381'
 DM1381'AZIMUTH MARK IS WNW OF THE STATION, ON THE S SIDE OF HAY
 DM1381'MEADOW, 1 FOOT S OF FENCE LINE, 20 FEET N OF THE CENTER LINE
 DM1381'OF ROAD, ABOUT 0.1 MILE E OF RIGHT ANGLE TURN IN ROAD AND
 DM1381'PROJECTS 4 INCHES.
 DM1381'
 DM1381'REACHED FROM SULPHUR BLUFF POST OFFICE BY GOING W 0.1 MILE
 DM1381'TO GRADED EARTH ROAD S.  THENCE S 1.7 MILES TO TURN E.  THENCE
 DM1381'E 0.4 MILE TO FARM LANE S, THENCE S 0.1 MILE TO BARN LOT AND
 DM1381'STATION.
 DM1381'
 DM1381'ALL LIGHTS CAME INTO VIEW AT 26 FEET.
 DM1381'
 DM1381'NOTE--ADVICE FROM MR. M.R. MEAD, PETROLEUM GEOLOGIST AND ENGINEER
 DM1381'OF STAMFORD, TEXAS, DATED-DECEMBER 5, 1936--AZIMUTH MARK, CONCRETE
 DM1381'POST LIFTED AND TILTED FROM ORIGINAL POSITION.  THE CONDITION
 DM1381'OF THIS MARK SEEMS TO HAVE BEEN CAUSED BY ROAD GRADING WHICH
 DM1381'SHOWED FRESH EXPOSED SUB-SOIL WITHIN 12 INCHES OF THE MARK.
 DM1381
 DM1381                          STATION RECOVERY (1937)
 DM1381
 DM1381'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1381'DESCRIPTION SATISFACTORY.  STATION RECOVERED AND FOUND TO BE IN
 DM1381'GOOD CONDITION.  AZIMUTH MARK HAS BEEN DISTURBED.  IT WAS
 DM1381'FOUND ON BACK SIDE OF DRAINAGE DITCH ALONG ROADWAY.  NO ATTEMPT
 DM1381'WAS MADE TO RECOVER REFERENCE MARKS.
 DM1381
 DM1381                          STATION RECOVERY (1951)
 DM1381
 DM1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1381'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 DM1381'FOUND TO BE IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED
 DM1381'AS THE OLD MARK HAS BEEN DESTROYED BY GRADER OPERATIONS.  A
 DM1381'BARN HAS BEEN BUILT OVER STATION AND THE MARK IS LOCATED IN
 DM1381'A MANGER AND SO IMPOSSIBLE TO OCCUPY.  A TRAVERSE CONNECTION
 DM1381'WAS MADE TO REFERENCE MARK NO. 1 WHICH WAS OCCUPIED AS AN
 DM1381'ECCENTRIC STATION.  THE DISTANCE IS 20.271 METERS (66.51 FEET),
 DM1381'SOUTHEAST.
 DM1381'
 DM1381'AZIMUTH MARK IS LOCATED APPROXIMATELY 0.25 MILE EAST NORTH
 DM1381'EAST OF STATION, 40 FEET NORTH OF APPROXIMATE CENTERLINE OF
 DM1381'ROAD AND 17 FEET WEST SOUTHWEST OF SMALL TWIN TREE.  THE MARK
 DM1381'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BASHAM 1951.
 DM1381'
 DM1381'TO REACH AZIMUTH FROM DRIVEWAY LEADING TO FARM GO EAST FOR 0.25
 DM1381'MILE TO MARK ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 DM1381
 DM1381                          STATION RECOVERY (1954)
 DM1381
 DM1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 DM1381'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1381'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.
 DM1381'
 DM1381'A LOW TIN ROOFED SHED HAS BEEN BUILT OVER THE STATION AND THE
 DM1381'STATION HAS BEEN PARTLY COVERED BY A MANGER.  IT IS SIX FEET
 DM1381'WEST OF THE EAST END OF THE SHED AND DIRECTLY UNDER THE APEX.
 DM1381'THE REST OF THE DESCRIPTION IS STILL ADEQUATE.
 DM1381
 DM1381                          STATION RECOVERY (1957)
 DM1381
 DM1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1381'STATION IS BURIED IN A COW SHED.  COW SHED HAS BEEN BUILT OVER
 DM1381'THE STATION AND IT IS BURIED IN DIRT.  DESCRIPTION FROM FENCES IS
 DM1381'NO LONGER GOOD.  RECOVERED REFERENCE MARK NO. 2 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1382 ***********************************************************************
 DM1382  DESIGNATION -  BASHAM RM 1
 DM1382  PID         -  DM1382
 DM1382  STATE/COUNTY-  TX/HOPKINS
 DM1382  USGS QUAD   -  SULPHUR BLUFF (1962)
 DM1382
 DM1382                         *CURRENT SURVEY CONTROL
 DM1382  ___________________________________________________________________
 DM1382* NAD 83(1993)-  33 18 23.14254(N)    095 23 31.67013(W)     ADJUSTED  
 DM1382* NAVD 88     -       131.2    (meters)     430.     (feet)  VERTCON   
 DM1382  ___________________________________________________________________
 DM1382  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DM1382  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DM1382
 DM1382  HORZ ORDER  -  SECOND
 DM1382
 DM1382.The horizontal coordinates were established by classical geodetic methods
 DM1382.and adjusted by the National Geodetic Survey in February 1996..
 DM1382
 DM1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1382
 DM1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1382
 DM1382.The geoid height was determined by GEOID03.
 DM1382
 DM1382;                    North         East     Units Scale Factor Converg.
 DM1382;SPC TXNC     - 2,186,114.192   889,356.021   MT  0.99988247   +1 41 42.1
 DM1382;SPC TXNC     - 7,172,276.31  2,917,828.88   sFT  0.99988247   +1 41 42.1
 DM1382;UTM  15      - 3,687,812.321   277,286.897   MT  1.00021158   -1 18 50.8
 DM1382
 DM1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1382!SPC TXNC     -   0.99998357  x   0.99988247  =   0.99986604
 DM1382!UTM  15      -   0.99998357  x   1.00021158  =   1.00019514
 DM1382
 DM1382:                Primary Azimuth Mark                     Grid Az
 DM1382:SPC TXNC     -  BASHAM AZ MK                             055 20 50.9
 DM1382:UTM  15      -  BASHAM AZ MK                             058 21 23.8
 DM1382
 DM1382|---------------------------------------------------------------------|
 DM1382| PID    Reference Object                     Distance      Geod. Az  |
 DM1382|                                                           dddmmss.s |
 DM1382| CX9677 BASHAM AZ MK                                       0570233.0 |
 DM1382| CX9678 BASHAM RM 2                          38.656 METERS 22939     |
 DM1382| DM1381 BASHAM                               20.273 METERS 32043     |
 DM1382|---------------------------------------------------------------------|
 DM1382
 DM1382                          SUPERSEDED SURVEY CONTROL
 DM1382
 DM1382  NAD 83(1993)-  33 18 23.14496(N)    095 23 31.66703(W) AD(       ) 2
 DM1382  NAD 83(1986)-  33 18 23.14863(N)    095 23 31.65726(W) AD(       ) 2
 DM1382  NAD 27      -  33 18 22.74600(N)    095 23 30.84200(W) AD(       ) 2
 DM1382  NGVD 29 (07/28/98)  131.2    (m)          430.     (f) VERT ANG       
 DM1382
 DM1382.Superseded values are not recommended for survey control.
 DM1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1382.See file dsdata.txt to determine how the superseded data were derived.
 DM1382
 DM1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS7728787812(NAD 83)
 DM1382_MARKER: DS = TRIANGULATION STATION DISK
 DM1382_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DM1382_PROJECTION: FLUSH
 DM1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1382
 DM1382  HISTORY     - Date     Condition        Report By
 DM1382  HISTORY     - 1951     MONUMENTED       CGS
 DM1382  HISTORY     - 1962     GOOD             USGS
 DM1382  HISTORY     - 19950626 GOOD             USPSQD
 DM1382
 DM1382                          STATION DESCRIPTION
 DM1382
 DM1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1382'STATION IS LOCATED ABOUT 2 MILES SOUTH OF SULPHUR BLUFF IN A
 DM1382'PASTURE JUST SOUTHEAST OF BARN AND 40 FEET EAST NORTHEAST OF
 DM1382'CORNER OF CORRAL FENCE.  STATION WAS OCCUPIED AS THE ECCENTRIC
 DM1382'BECAUSE A BARN HAS BEEN BUILT OVER STATION BASHAM 1935 AND THE
 DM1382'MARK IS LOCATED IN A MANGER AND IMPOSSIBLE TO OCCUPY.  THE MARK
 DM1382'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BASHAM NO 1
 DM1382'1935.
 DM1382'
 DM1382'A TRAVERSE CONNECTION WAS MADE TO BASHAM 1935.  THE MARK IS
 DM1382'LOCATED ABOUT 4 FEET FROM THE EAST END OF MANGER AND THE DISK
 DM1382'IS STAMPED BASHAM 1935.
 DM1382'
 DM1382'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES AND THE DISK IS
 DM1382'STAMPED BASHAM NO 2 1935.
 DM1382'
 DM1382'AZIMUTH MARK IS 40 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 DM1382'ROAD, 17 FEET WEST SOUTHWEST OF SMALL TWIN TREE AND IN FENCELINE.
 DM1382'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BASHAM
 DM1382'1951.
 DM1382'
 DM1382'TO REACH FROM THE POST OFFICE IN SULPHUR BLUFF GO WEST 0.1 MILE
 DM1382'TO BLACK TOP ROAD ON LEFT.  TURN LEFT AND GO SOUTH ON BLACK
 DM1382'TOP ROAD FOR 1.7 MILES TO TURN EAST.  TURN LEFT AND GO EAST
 DM1382'FOR 0.4 MILE TO DRIVEWAY TO FARM.  TURN RIGHT AND GO SOUTH ON
 DM1382'DRIVEWAY FOR 0.1 MILE TO STATION SOUTHEAST OF BARN AS DESCRIBED.
 DM1382'TO REACH AZIMUTH FROM DRIVEWAY, GO EAST FOR 0.25 MILE TO MARK
 DM1382'ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 DM1382'
 DM1382'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DM1382
 DM1382                          STATION RECOVERY (1962)
 DM1382
 DM1382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DM1382'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33095-2, STATION 1002.
 DM1382'RECOVERED BY USGS IN 1962 IN GOOD CONDITION.
 DM1382'STATION MARK--STANDARD USC AND GS REFERENCE MARK DISK STAMPED---
 DM1382'---BASHAM NO. 1 1935---, SET IN CONCRETE PROJECTING ABOUT 4 IN.
 DM1382
 DM1382                          STATION RECOVERY (1995)
 DM1382
 DM1382'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0998 ***********************************************************************
 CD0998  DESIGNATION -  BASIN
 CD0998  PID         -  CD0998
 CD0998  STATE/COUNTY-  TX/HUDSPETH
 CD0998  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0998
 CD0998                         *CURRENT SURVEY CONTROL
 CD0998  ___________________________________________________________________
 CD0998* NAD 83(1993)-  31 45 19.59551(N)    104 58 45.84094(W)     ADJUSTED  
 CD0998* NAVD 88     -      1109.86   (+/-2cm)    3641.3    (feet)  VERTCON   
 CD0998  ___________________________________________________________________
 CD0998  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CD0998  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CD0998
 CD0998  HORZ ORDER  -  FIRST
 CD0998  VERT ORDER  -  THIRD ? (See Below)
 CD0998
 CD0998.The horizontal coordinates were established by classical geodetic methods
 CD0998.and adjusted by the National Geodetic Survey in February 1996..
 CD0998
 CD0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0998.The vertical order pertains to the NGVD 29 superseded value.
 CD0998
 CD0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0998
 CD0998.The geoid height was determined by GEOID03.
 CD0998
 CD0998;                    North         East     Units Scale Factor Converg.
 CD0998;SPC TX C     - 3,240,750.246   259,959.239   MT  0.99996815   -2 23 34.8
 CD0998;SPC TX C     -10,632,361.43    852,882.94   sFT  0.99996815   -2 23 34.8
 CD0998;UTM  13      - 3,513,329.124   501,950.902   MT  0.99960005   +0 00 39.0
 CD0998
 CD0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0998!SPC TX C     -   0.99982938  x   0.99996815  =   0.99979753
 CD0998!UTM  13      -   0.99982938  x   0.99960005  =   0.99942950
 CD0998
 CD0998:                Primary Azimuth Mark                     Grid Az
 CD0998:SPC TX C     -  EL PASO FORT WORTH AWY BCN 8 B           073 21 54.0
 CD0998:UTM  13      -  EL PASO FORT WORTH AWY BCN 8 B           070 57 40.2
 CD0998
 CD0998|---------------------------------------------------------------------|
 CD0998| PID    Reference Object                     Distance      Geod. Az  |
 CD0998|                                                           dddmmss.s |
 CD0998| CD0997 EL PASO FORT WORTH AWY BCN 8 B      APPROX. 6.0 KM 0705819.2 |
 CD0998| CH7913 BASIN RM 2                           30.474 METERS 07710     |
 CD0998| CH7911 BASIN AZ MK                                        0792159.5 |
 CD0998| CD1004 EL PASO FORT WORTH AWY BCN 8 A      APPROX. 9.7 KM 2635004.1 |
 CD0998| CH7912 BASIN RM 1                           23.720 METERS 35903     |
 CD0998|---------------------------------------------------------------------|
 CD0998
 CD0998                          SUPERSEDED SURVEY CONTROL
 CD0998
 CD0998  NAD 83(1993)-  31 45 19.59674(N)    104 58 45.83989(W) AD(       ) 1
 CD0998  NAD 83(1986)-  31 45 19.59686(N)    104 58 45.83951(W) AD(       ) 1
 CD0998  NAD 27      -  31 45 19.17500(N)    104 58 44.03500(W) AD(       ) 1
 CD0998  NGVD 29 (07/19/86) 1109.32   (m)         3639.5    (f) LEVELING    3  
 CD0998
 CD0998.Superseded values are not recommended for survey control.
 CD0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0998.See file dsdata.txt to determine how the superseded data were derived.
 CD0998
 CD0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER0195113329(NAD 83)
 CD0998_MARKER: P = PIPE CAP
 CD0998_SETTING: 0 = UNSPECIFIED SETTING
 CD0998
 CD0998  HISTORY     - Date     Condition        Report By
 CD0998  HISTORY     - 1934     MONUMENTED       USGS
 CD0998  HISTORY     - 1934     MARK NOT FOUND   NGS
 CD0998  HISTORY     - 1943     GOOD             CGS
 CD0998  HISTORY     - 1944     MARK NOT FOUND   CGS
 CD0998  HISTORY     - 1974     MARK NOT FOUND   USGS
 CD0998
 CD0998                          STATION DESCRIPTION
 CD0998
 CD0998'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 CD0998'STATION IS ABOUT 6.0 MILES E OF THE SALT FLAT SERVICE STATION WHICH
 CD0998'IS 3.0 MILES S OF ABLES, TEXAS, POST OFFICE AND 104 FEET (SLOPE)
 CD0998'N OF THE CENTER LINE OF U.S. HIGHWAY 62, ON THE FIRST RIDGE E OF
 CD0998'A SALT BASIN.  IT IS ABOUT 40 FEET HIGHER IN ELEVATION THAN THE
 CD0998'HIGHWAY.  THE EL PASO GAS UTILITIES PIPE LINE IS 37 FEET S OF THE
 CD0998'STATION.  THIS IS A 14-INCH WELDED STEEL PIPE SUPPORTED ON
 CD0998'TRESTLES WHERE IT CROSSES THE SALT BASINS TO THE E AND W OF THE
 CD0998'STATION AND COVERED WHERE IT CROSSES THE RIDGE THE STATION IS
 CD0998'ON.
 CD0998'
 CD0998'THE STATION IS MARKED WITH A BRASS CAPPED IRON PIPE PROJECTING
 CD0998'ABOUT 12 INCHES ABOVE THE GROUND.  THE CAP IS A STANDARD U.S.G.S.
 CD0998'TRIANGULATION MARK, STAMPED BASIN R. 1932 EL. 3640 FEET.  THE
 CD0998'MARK IS IN GOOD CONDITION.
 CD0998'
 CD0998'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE
 CD0998'MONUMENTS.
 CD0998'
 CD0998'REFERENCE MARK NO. 1 IS N OF THE STATION ON THE N SLOPE OF THE
 CD0998'SALT RIDGE.
 CD0998'
 CD0998'REFERENCE MARK NO. 2 IS E OF THE STATION AND ON THE E SLOPE OF
 CD0998'THE SAME SALT RIDGE.
 CD0998'
 CD0998'AZIMUTH MARK IS E OF THE STATION AND 45 FEET N OF THE CENTER LINE
 CD0998'OF U.S. HIGHWAY 62.
 CD0998'
 CD0998'AIRWAYS BEACON LOCATED ON THE FIRST HIGH HILL E OF THE STATION
 CD0998'CAN BE USED AS A NATURAL AZIMUTH.
 CD0998'
 CD0998'WATER, GAS, OIL, AND A LIMITED SUPPLY OF GROCERIES ARE OBTAINABLE
 CD0998'AT SALT FLAT SERVICE STATION.
 CD0998'
 CD0998'STATION MORRIS IS VISIBLE FROM THIS STATION.
 CD0998'
 CD0998'THE STATION IS REACHED FROM SALT FLAT SERVICE STATION BY GOING
 CD0998'E ON U.S. HIGHWAY 62, 5.9 MILES TO A CUT IN THE BANK AT THE
 CD0998'E SIDE OF THE MAIN SALT BASIN.  THE STATION IS ON THE RIDGE N OF
 CD0998'THIS CUT.
 CD0998'
 CD0998'A 4-FOOT STAND WILL CLEAR ALL LINES BUT AN 8-FOOT STAND IS
 CD0998'RECOMMENDED TO GIVE A BETTER CLEARANCE TO STATION PUMPJACK.
 CD0998
 CD0998                          STATION RECOVERY (1934)
 CD0998
 CD0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CD0998'NGS REPORTS STATION AND THE REFERENCE MARKS ARE ALL COVERED BY DRIFT
 CD0998'SAND.
 CD0998'
 CD0998'STATION MARK--A BRASS-CAPPED IRON PIPE PROJECTING ABOUT 12 IN. ABOVE
 CD0998'THE GROUND, STAMPED ---BASIN R 1932 EL. 3640 FT.---.
 CD0998
 CD0998                          STATION RECOVERY (1943)
 CD0998
 CD0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 CD0998'THIS STATION NOR REFERENCE MARKS WERE RECOVERED.  NO SEARCH WAS
 CD0998'MADE FOR UNDERGROUND MARKS.
 CD0998
 CD0998                          STATION RECOVERY (1944)
 CD0998
 CD0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (SCM)
 CD0998'STATION SEARCHED FOR BUT NOT RECOVERED.  STATION MIGHT BE
 CD0998'RECOVERED BY REMOVING ACCUMULATED DRIFTED SAND.  HOWEVER, IT IS
 CD0998'POSSIBLE THE DRIFTING SAND HAS CAUSED PERMANENT LOSS OF THE
 CD0998'STATION.
 CD0998
 CD0998                          STATION RECOVERY (1974)
 CD0998
 CD0998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (GDB)
 CD0998'STATION WAS LOOKED FOR BUT NOT FOUND.  THIS IS AN AREA OF DRIFTING
 CD0998'SAND AND THE MARK PROBABLY HAS 4 OR 5 FT OF SAND OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0625 ***********************************************************************
 EO0625  DESIGNATION -  BASS
 EO0625  PID         -  EO0625
 EO0625  STATE/COUNTY-  TX/BAILEY
 EO0625  USGS QUAD   -  NEEDMORE (1962)
 EO0625
 EO0625                         *CURRENT SURVEY CONTROL
 EO0625  ___________________________________________________________________
 EO0625* NAD 83(1993)-  34 00 50.08223(N)    102 44 56.35783(W)     ADJUSTED  
 EO0625* NAVD 88     -      1191.9    (meters)    3910.     (feet)  VERTCON   
 EO0625  ___________________________________________________________________
 EO0625  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 EO0625  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 EO0625
 EO0625  HORZ ORDER  -  FIRST
 EO0625
 EO0625.The horizontal coordinates were established by classical geodetic methods
 EO0625.and adjusted by the National Geodetic Survey in February 1996..
 EO0625
 EO0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0625
 EO0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0625
 EO0625.The geoid height was determined by GEOID03.
 EO0625
 EO0625;                    North         East     Units Scale Factor Converg.
 EO0625;SPC TXNC     - 2,268,236.176   207,623.822   MT  1.00001352   -2 19 02.5
 EO0625;SPC TXNC     - 7,441,704.85    681,179.16   sFT  1.00001352   -2 19 02.5
 EO0625;UTM  13      - 3,765,983.308   707,862.328   MT  1.00013265   +1 15 34.8
 EO0625
 EO0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0625!SPC TXNC     -   0.99981667  x   1.00001352  =   0.99983019
 EO0625!UTM  13      -   0.99981667  x   1.00013265  =   0.99994930
 EO0625
 EO0625|---------------------------------------------------------------------|
 EO0625| PID    Reference Object                     Distance      Geod. Az  |
 EO0625|                                                           dddmmss.s |
 EO0625| CJ6586 BASS RM 1                            50.448 METERS 05841     |
 EO0625| CJ6585 BASS AZ MK                                         0980831.8 |
 EO0625| CJ6587 BASS RM 2                            30.428 METERS 12038     |
 EO0625|---------------------------------------------------------------------|
 EO0625
 EO0625                          SUPERSEDED SURVEY CONTROL
 EO0625
 EO0625  NAD 83(1993)-  34 00 50.08261(N)    102 44 56.35636(W) AD(       ) 1
 EO0625  NAD 83(1986)-  34 00 50.09006(N)    102 44 56.35342(W) AD(       ) 1
 EO0625  NAD 27      -  34 00 49.78000(N)    102 44 54.57600(W) AD(       ) 1
 EO0625  NGVD 29 (07/19/86) 1191.4    (m)         3909.     (f) VERT ANG       
 EO0625
 EO0625.Superseded values are not recommended for survey control.
 EO0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0625.See file dsdata.txt to determine how the superseded data were derived.
 EO0625
 EO0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT0786265983(NAD 83)
 EO0625_MARKER: DS = TRIANGULATION STATION DISK
 EO0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0625
 EO0625  HISTORY     - Date     Condition        Report By
 EO0625  HISTORY     - 1934     MONUMENTED       CGS
 EO0625  HISTORY     - 1959     GOOD             CGS
 EO0625
 EO0625                          STATION DESCRIPTION
 EO0625
 EO0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0625'ABOUT 13-1/2 MILES SOUTH OF MULESHOE, TEX., ON LAND OWNED BY HENRY
 EO0625'BASS, IN LEAGUE 185, LABOR 12, 22.8 FEET SOUTH OF THE SOUTHWEST
 EO0625'CORNER OF A CHICKEN HOUSE, IN THE WEST CORRAL FENCE 60.4 FEET
 EO0625'NORTH OF THE SOUTHWEST CORNER.  TO REACH FROM MULESHOE GO
 EO0625'SOUTH-SOUTHWEST FROM THE BAILEY COUNTY COURTHOUSE 0.6 MILE,
 EO0625'CONTINUE SOUTH ON GRADED ROAD 7.6 MILES, TAKE RIGHT FORK (SOUTH)
 EO0625'AND CONTINUE ON GRADED ROAD 4.6 MILES TO A CROSSROADS, COTTON
 EO0625'GIN AND NEEDMORE STORE, CONTINUE SOUTH ON GRADED ROAD 1.1
 EO0625'MILES, TURN RIGHT AND GO WEST ON POOR GRADED ROAD 0.6 MILE,
 EO0625'TURN LEFT OFF ROAD, PASS THROUGH WIRE GATE AND GO 0.1 MILE TO
 EO0625'HENRY BASS FARM.  THE STATION IS ABOUT 50 YARDS SOUTHWEST OF
 EO0625'THE HOUSE.  THE STATION, UNDERGROUND, AZIMUTH AND REFERENCE MARKS
 EO0625'ARE STANDARD DISKS SET IN CONCRETE.
 EO0625'REFERENCE MARK NO. 1 IS 42 FEET NORTH-NORTHEAST
 EO0625'OF THE WELL, 1/2 FOOT WEST OF THE WEST GARDEN FENCE, AND
 EO0625'165.51 FEET FROM STATION  N 58 DEG 41 MIN E, AND NO.
 EO0625'2 IS 6-1/2 FEET NORTH OF A SOUTHEAST CORRAL FENCE CORNER, 1
 EO0625'FOOT WEST OF A NORTH-SOUTH FENCE, AND 99.83 FEET FROM STATION
 EO0625'S 59 DEG 22 MIN E.  THE AZIMUTH MARK IS 0.3 MILE
 EO0625'SOUTH OF THE ROAD LEADING INTO THE STATION, 4-1/2 FEET WEST OF
 EO0625'THE NEW RIGHT-OF-WAY LINE, 14-1/2 FEET WEST OF THE PRESENT
 EO0625'LINE, 54 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 214,
 EO0625'AND 0.6 MILE FROM STATION S 81 DEG 51 MIN E.
 EO0625
 EO0625                          STATION RECOVERY (1959)
 EO0625
 EO0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 EO0625'THE STATION WAS RECOVERED AND IS OKAY.  CONCRETE IS CHIPPED
 EO0625'BADLY.  REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.
 EO0625'TOP OF DISK SCARRED.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 EO0625'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0539 ***********************************************************************
 BO0539  DESIGNATION -  BASSETT
 BO0539  PID         -  BO0539
 BO0539  STATE/COUNTY-  TX/VAL VERDE
 BO0539  USGS QUAD   -  ROUNDHILL RANCH (1980)
 BO0539
 BO0539                         *CURRENT SURVEY CONTROL
 BO0539  ___________________________________________________________________
 BO0539* NAD 83(1993)-  30 04 49.71124(N)    101 43 19.43455(W)     ADJUSTED  
 BO0539* NAVD 88     -       643.3    (meters)    2111.     (feet)  VERTCON   
 BO0539  ___________________________________________________________________
 BO0539  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BO0539  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 BO0539
 BO0539  HORZ ORDER  -  FIRST
 BO0539
 BO0539.The horizontal coordinates were established by classical geodetic methods
 BO0539.and adjusted by the National Geodetic Survey in February 1996..
 BO0539
 BO0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0539
 BO0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0539
 BO0539.The geoid height was determined by GEOID03.
 BO0539
 BO0539;                    North         East     Units Scale Factor Converg.
 BO0539;SPC TXSC     - 4,252,103.185   337,607.648   MT  0.99994770   -1 20 00.9
 BO0539;SPC TXSC     -13,950,441.87  1,107,634.43   sFT  0.99994770   -1 20 00.9
 BO0539;UTM  14      - 3,330,828.074   237,625.733   MT  1.00044940   -1 21 54.4
 BO0539
 BO0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0539!SPC TXSC     -   0.99990264  x   0.99994770  =   0.99985034
 BO0539!UTM  14      -   0.99990264  x   1.00044940  =   1.00035200
 BO0539
 BO0539|---------------------------------------------------------------------|
 BO0539| PID    Reference Object                     Distance      Geod. Az  |
 BO0539|                                                           dddmmss.s |
 BO0539| CH7914 BASSETT RM                           14.020 METERS 08620     |
 BO0539| BO0541 HODDY                               APPROX. 9.1 KM 2825317.2 |
 BO0539|---------------------------------------------------------------------|
 BO0539
 BO0539                          SUPERSEDED SURVEY CONTROL
 BO0539
 BO0539  NAD 83(1986)-  30 04 49.68739(N)    101 43 19.45128(W) AD(       ) 1
 BO0539  NAD 27      -  30 04 48.99200(N)    101 43 18.01300(W) AD(       ) 1
 BO0539  NGVD 29 (07/19/86)  643.1    (m)         2110.     (f) VERT ANG       
 BO0539
 BO0539.Superseded values are not recommended for survey control.
 BO0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0539.See file dsdata.txt to determine how the superseded data were derived.
 BO0539
 BO0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU3762630828(NAD 83)
 BO0539_MARKER: DS = TRIANGULATION STATION DISK
 BO0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0539
 BO0539  HISTORY     - Date     Condition        Report By
 BO0539  HISTORY     - 1918     MONUMENTED       CGS
 BO0539  HISTORY     - 1973     GOOD             USGS
 BO0539
 BO0539                          STATION DESCRIPTION
 BO0539
 BO0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 BO0539'STATION IS ABOUT 10 MILES N OF PUMPVILLE, 7 MILES BY ROAD
 BO0539'N FROM OLD BASSETT HEADQUARTERS RANCH, 1/2 MILE S OF RANCH
 BO0539'HOUSE AND WINDMILL BELONGING TO W.I. BABB, ON SECOND RANGE
 BO0539'OF HILLS PASSED IN GOING N FROM OLD BASSETT HEADQUARTERS,
 BO0539'ON PROMINENT KNOB JUST W OF ROAD, THE HIGHEST POINT OF KNOB
 BO0539'BEING DISTANT ABOUT 1/2 MILE.
 BO0539'
 BO0539'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BO0539'DISKS SET IN CONCRETE.
 BO0539'
 BO0539'REFERENCE MARK IS 14.02 METES (46.0 FEET) FROM STATION
 BO0539'N 86 DEG 20 MIN E.  A SMALL CAIRN IS 10 METERS (33 FEET)
 BO0539'FROM THE STATION N 77 DEG 07 MIN E.
 BO0539'
 BO0539'ELEVATION OF STATION, 643.1 METERS (2,110 FEET).
 BO0539
 BO0539                          STATION RECOVERY (1973)
 BO0539
 BO0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RJP)
 BO0539'FROM THE RAILROAD CROSSING AT PUMPVILLE GO 7.7 MILES NORTH
 BO0539'ALONG THE MAIN COUNTY ROAD TO A ROAD FORK TO THE EAST.  TURN
 BO0539'RIGHT 0.35 MI TO A GATE (R.E. YOUNG RANCH).  PASS THRU THE GATE
 BO0539'FOR 1.5 MILES TO A TRACK ROAD N. AND NE WHICH IS FOLLOWED
 BO0539'1.4 MILES TO A CROSS-ROADS TO A SADDLE.  TURN RIGHT 0.05
 BO0539'MILES TO TOP OF KNOLL.  STATION IS TO THE RIGHT OF THE ROAD
 BO0539'(S.) APPROXIMATELY 100 FEET.  STANDARD BRONZE REFERENCE
 BO0539'MARK IS 46.0 FEET FROM THE STATION N 86 DEG 20 MIN E.
 BO0539'CAIRN IS DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6798 ***********************************************************************
 AW6798  DESIGNATION -  BASTROP 1933
 AW6798  PID         -  AW6798
 AW6798  STATE/COUNTY-  TX/BRAZORIA
 AW6798  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6798
 AW6798                         *CURRENT SURVEY CONTROL
 AW6798  ___________________________________________________________________
 AW6798* NAD 83(1993)-  29 05 50.18449(N)    095 12 14.44193(W)     ADJUSTED  
 AW6798* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6798  ___________________________________________________________________
 AW6798  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6798  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW6798
 AW6798  HORZ ORDER  -  THIRD
 AW6798
 AW6798.The horizontal coordinates were established by classical geodetic methods
 AW6798.and adjusted by the National Geodetic Survey in February 1996..
 AW6798
 AW6798.The orthometric height was scaled from a topographic map.
 AW6798
 AW6798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6798
 AW6798.The geoid height was determined by GEOID03.
 AW6798
 AW6798;                    North         East     Units Scale Factor Converg.
 AW6798;SPC TXSC     - 4,146,074.163   969,417.881   MT  0.99987179   +1 51 34.9
 AW6798;SPC TXSC     -13,602,578.32  3,180,498.50   sFT  0.99987179   +1 51 34.9
 AW6798;UTM  15      - 3,220,769.629   285,502.625   MT  1.00016778   -1 04 19.9
 AW6798
 AW6798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6798!SPC TXSC     -   1.00000402  x   0.99987179  =   0.99987581
 AW6798!UTM  15      -   1.00000402  x   1.00016778  =   1.00017180
 AW6798
 AW6798                          SUPERSEDED SURVEY CONTROL
 AW6798
 AW6798  NAD 83(1986)-  29 05 50.19524(N)    095 12 14.42372(W) AD(       ) 3
 AW6798  NAD 27      -  29 05 49.32200(N)    095 12 13.66900(W) AD(       ) 3
 AW6798
 AW6798.Superseded values are not recommended for survey control.
 AW6798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6798.See file dsdata.txt to determine how the superseded data were derived.
 AW6798
 AW6798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8550320770(NAD 83)
 AW6798_MARKER: DD = SURVEY DISK
 AW6798_SETTING: 0 = UNSPECIFIED SETTING
 AW6798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6798
 AW6798  HISTORY     - Date     Condition        Report By
 AW6798  HISTORY     - 1933     MONUMENTED       CGS
 AW6798  HISTORY     - 1947     MARK NOT FOUND   CGS
 AW6798  HISTORY     - 1951     MARK NOT FOUND   SUNOCO
 AW6798  HISTORY     - 1960     GOOD             CGS
 AW6798  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW6798  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 AW6798
 AW6798                          STATION DESCRIPTION
 AW6798
 AW6798'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6798'ON THE SE SHORE OF BASTROP BAYOU, ABOUT 0.8 MILE SW OF THE
 AW6798'MOUTH OF BASTROP BAYOU, 59.7 METERS (196.0 FEET) NW TO THE
 AW6798'SE SHORE OF BASTROP BAYOU, AND 22.8 METERS NW TO A LOW BLUFF
 AW6798'BANK SE OF THE BAYOU.
 AW6798'
 AW6798'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6798'NO REFERENCE MARK WAS SET.
 AW6798'
 AW6798'MAGNETIC BEARINGS--MUD ISLAND BEACON NO. 1, N 73 DEG E.  CUPOLA
 AW6798'OF THE SAN LUIS COAST GUARD STATION, N 74 DEG E.  CHIMNEY OF
 AW6798'MOODYS CAMP ON TITLUM-TATLUM ISLAND, S 75 DEG 15 MIN E.  CONCRETE
 AW6798'STACK OF THE SULPHUR MILL AT HOSKINS MOUND, N 43 DEG 45 MIN W.
 AW6798'NE CORNER OF THE STORAGE BINS OF THE SULPHUR MILL, N 31 DEG 15 MIN W.
 AW6798'
 AW6798'HEIGHT OF LIGHT - 2-1/2 METERS.
 AW6798
 AW6798                          STATION RECOVERY (1947)
 AW6798
 AW6798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6798'LOST.  A THOROUGH SEARCH WAS MADE IN THE VICINITY OF THE
 AW6798'STATION BUT IT COULD NOT BE FOUND.  IT IS BELIEVED THE STATION
 AW6798'HAS BEEN COVERED BY SPOIL.
 AW6798
 AW6798                          STATION RECOVERY (1951)
 AW6798
 AW6798'RECOVERY NOTE BY SUN OIL COMPANY 1951
 AW6798'SEARCHED FOR STATION BUT WAS UNABLE TO FIND IT.
 AW6798
 AW6798                          STATION RECOVERY (1960)
 AW6798
 AW6798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6798'LOST.  THE DESCRIPTION STATES THAT THE STATION IS BURRIED
 AW6798'3 FEET AND CAN BE RECOVERED BY TRIANGULATION ONLY.
 AW6798
 AW6798                          STATION RECOVERY (1960)
 AW6798
 AW6798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6798'LOST.  THE AREA WAS SEARCHED BUT THE STATION WAS NOT FOUND.
 AW6798'THE MARK APPEARS TO HAVE BEEN COVERED WITH ABOUT 10 FEET
 AW6798'OF SPOIL.
 AW6798
 AW6798                          STATION RECOVERY (1996)
 AW6798
 AW6798'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5761 ***********************************************************************
 DG5761  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5761  DESIGNATION -  BASTROP CORS ARP
 DG5761  CORS_ID     -  TXBS
 DG5761  PID         -  DG5761
 DG5761  STATE/COUNTY-  TX/BASTROP
 DG5761  USGS QUAD   -  BASTROP (1982)
 DG5761
 DG5761                         *CURRENT SURVEY CONTROL
 DG5761  ___________________________________________________________________
 DG5761* NAD 83(CORS)-  30 06 46.24413(N)    097 17 26.17216(W)     ADJUSTED  
 DG5761* NAVD 88     -                                                        
 DG5761  ___________________________________________________________________
 DG5761  EPOCH DATE  -        2002.00
 DG5761  X           -    -700,766.893 (meters)                     COMP
 DG5761  Y           -  -5,477,468.765 (meters)                     COMP
 DG5761  Z           -   3,181,271.861 (meters)                     COMP
 DG5761  ELLIP HEIGHT-         141.33  (meters)          (06/??/04) GPS OBS
 DG5761  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DG5761
 DG5761  HORZ ORDER  -  SPECIAL (CORS)
 DG5761  ELLP ORDER  -  SPECIAL (CORS)
 DG5761
 DG5761.ITRF positions are available for this station.
 DG5761.The coordinates were established by GPS observations
 DG5761.and adjusted by the National Geodetic Survey in June 2004..
 DG5761.The coordinates are valid at the epoch date displayed above.
 DG5761.The epoch date for horizontal control is a decimal equivalence
 DG5761.of Year/Month/Day.
 DG5761
 DG5761
 DG5761.The PID for the CORS L1 Phase Center is DI0176.
 DG5761
 DG5761.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5761
 DG5761.The ellipsoidal height was determined by GPS observations
 DG5761.and is referenced to NAD 83.
 DG5761
 DG5761.The geoid height was determined by GEOID03.
 DG5761
 DG5761;                    North         East     Units Scale Factor Converg.
 DG5761;SPC TX C     - 3,053,473.004   993,212.706   MT  1.00000102   +1 34 01.9
 DG5761;SPC TX C     -10,017,936.01  3,258,565.35   sFT  1.00000102   +1 34 01.9
 DG5761
 DG5761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5761!SPC TX C     -   0.99997780  x   1.00000102  =   0.99997882
 DG5761
 DG5761                          SUPERSEDED SURVEY CONTROL
 DG5761
 DG5761.No superseded survey control is available for this station.
 DG5761
 DG5761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU6469332522(NAD 83)
 DG5761_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5761
 DG5761                          STATION DESCRIPTION
 DG5761
 DG5761'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5761'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5761'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5761'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5761'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5761'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0176 ***********************************************************************
 DI0176  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0176  DESIGNATION -  BASTROP CORS L1 PHASE CENTER
 DI0176  CORS_ID     -  TXBS
 DI0176  PID         -  DI0176
 DI0176  STATE/COUNTY-  TX/BASTROP
 DI0176  USGS QUAD   -  BASTROP (1982)
 DI0176
 DI0176                         *CURRENT SURVEY CONTROL
 DI0176  ___________________________________________________________________
 DI0176* NAD 83(CORS)-  30 06 46.24414(N)    097 17 26.17214(W)     ADJUSTED  
 DI0176* NAVD 88     -                                                        
 DI0176  ___________________________________________________________________
 DI0176  EPOCH DATE  -        2002.00
 DI0176  X           -    -700,766.902 (meters)                     COMP
 DI0176  Y           -  -5,477,468.833 (meters)                     COMP
 DI0176  Z           -   3,181,271.901 (meters)                     COMP
 DI0176  ELLIP HEIGHT-         141.41  (meters)          (06/??/04) GPS OBS
 DI0176  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DI0176
 DI0176  HORZ ORDER  -  SPECIAL (CORS)
 DI0176  ELLP ORDER  -  SPECIAL (CORS)
 DI0176
 DI0176.ITRF positions are available for this station.
 DI0176.The coordinates were established by GPS observations
 DI0176.and adjusted by the National Geodetic Survey in June 2004..
 DI0176.The coordinates are valid at the epoch date displayed above.
 DI0176.The epoch date for horizontal control is a decimal equivalence
 DI0176.of Year/Month/Day.
 DI0176
 DI0176
 DI0176.The PID for the CORS ARP is DG5761.
 DI0176
 DI0176.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0176
 DI0176.The ellipsoidal height was determined by GPS observations
 DI0176.and is referenced to NAD 83.
 DI0176
 DI0176.The geoid height was determined by GEOID03.
 DI0176
 DI0176;                    North         East     Units Scale Factor Converg.
 DI0176;SPC TX C     - 3,053,473.004   993,212.706   MT  1.00000102   +1 34 01.9
 DI0176;SPC TX C     -10,017,936.01  3,258,565.35   sFT  1.00000102   +1 34 01.9
 DI0176
 DI0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0176!SPC TX C     -   0.99997779  x   1.00000102  =   0.99997881
 DI0176
 DI0176                          SUPERSEDED SURVEY CONTROL
 DI0176
 DI0176.No superseded survey control is available for this station.
 DI0176
 DI0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU6469332522(NAD 83)
 DI0176_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0176
 DI0176                          STATION DESCRIPTION
 DI0176
 DI0176'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0176'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0176'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0176'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0176'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0176'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0497 ***********************************************************************
 DP0497  DESIGNATION -  BATEMAN
 DP0497  PID         -  DP0497
 DP0497  STATE/COUNTY-  TX/KING
 DP0497  USGS QUAD   -  J Y RANCH (1981)
 DP0497
 DP0497                         *CURRENT SURVEY CONTROL
 DP0497  ___________________________________________________________________
 DP0497* NAD 83(1993)-  33 40 47.36972(N)    100 09 40.21389(W)     ADJUSTED  
 DP0497* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 DP0497  ___________________________________________________________________
 DP0497  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DP0497  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DP0497
 DP0497  HORZ ORDER  -  FIRST
 DP0497
 DP0497.The horizontal coordinates were established by classical geodetic methods
 DP0497.and adjusted by the National Geodetic Survey in February 1996..
 DP0497
 DP0497.The orthometric height was scaled from a topographic map.
 DP0497
 DP0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0497
 DP0497.The geoid height was determined by GEOID03.
 DP0497
 DP0497;                    North         East     Units Scale Factor Converg.
 DP0497;SPC TXNC     - 2,224,462.206   445,976.538   MT  0.99993259   -0 54 21.6
 DP0497;SPC TXNC     - 7,298,089.75  1,463,174.69   sFT  0.99993259   -0 54 21.6
 DP0497;UTM  14      - 3,727,261.412   392,364.922   MT  0.99974282   -0 38 38.4
 DP0497
 DP0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0497!SPC TXNC     -   0.99991721  x   0.99993259  =   0.99984980
 DP0497!UTM  14      -   0.99991721  x   0.99974282  =   0.99966005
 DP0497
 DP0497|---------------------------------------------------------------------|
 DP0497| PID    Reference Object                     Distance      Geod. Az  |
 DP0497|                                                           dddmmss.s |
 DP0497| CX7554 BATEMAN RM 1                         30.061 METERS 19325     |
 DP0497| CX7553 BATEMAN AZ MK                                      2114736.6 |
 DP0497| CX7555 BATEMAN RM 2                         27.774 METERS 30240     |
 DP0497|---------------------------------------------------------------------|
 DP0497
 DP0497                          SUPERSEDED SURVEY CONTROL
 DP0497
 DP0497  NAD 83(1993)-  33 40 47.37183(N)    100 09 40.21415(W) AD(       ) 1
 DP0497  NAD 83(1986)-  33 40 47.37546(N)    100 09 40.20624(W) AD(       ) 1
 DP0497  NAD 27      -  33 40 47.06700(N)    100 09 38.83200(W) AD(       ) 1
 DP0497
 DP0497.Superseded values are not recommended for survey control.
 DP0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0497.See file dsdata.txt to determine how the superseded data were derived.
 DP0497
 DP0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC9236527261(NAD 83)
 DP0497_MARKER: DS = TRIANGULATION STATION DISK
 DP0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0497
 DP0497  HISTORY     - Date     Condition        Report By
 DP0497  HISTORY     - 1935     MONUMENTED       CGS
 DP0497  HISTORY     - 1938     GOOD             TSI
 DP0497  HISTORY     - 1958     GOOD             CGS
 DP0497  HISTORY     - 1967     GOOD             USGS
 DP0497  HISTORY     - 1972     GOOD             USE
 DP0497
 DP0497                          STATION DESCRIPTION
 DP0497
 DP0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0497'STATION IS ON BATEMAN RANCH, PROPERTY OF ED. W. BATEMAN, 9.75
 DP0497'MILES ENE OF GUTHRIE, 10.5 MILES S OF KING-COTTLE COUNTY LINE,
 DP0497'AND 9.25 MILES W OF KING-KNOX COUNTY LINE ON A FLAT-TOPPED HILL.
 DP0497'
 DP0497'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0497'BRONZE DISKS SET IN CONCRETE.
 DP0497'
 DP0497'AZIMUTH MARK IS 0.6 MILE SW OF STATION, 15 FEET W OF GATE, 120
 DP0497'YARDS W OF CORRALS.  TO REACH FROM STATION, GO 0.15 MILE W TO
 DP0497'GATE, THENCE LEFT (S) FOR 0.5 MILE TO GATE AND MARK.
 DP0497'
 DP0497'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 16 AND 24
 DP0497'IN BENJAMIN, GO W ON STATE HIGHWAY 24 FOR 20.3 MILES TO T-ROAD,
 DP0497'CATTLE GAP AND TELEPHONE ON RIGHT, THENCE RIGHT (N) FOR 2.4
 DP0497'MILES TO BATEMAN RANCH HOUSE.  FROM GATE AT W SIDE OF RANCH YARD
 DP0497'GO NORTHERLY ON WELL-DEFINED ROAD FOR 7.9 MILES TO CAMP RANCH
 DP0497'HOUSE, THENCE LEFT (N) FOR 0.2 MILE TO GATE.  CONTINUE N FOR
 DP0497'0.5 MILE TO GATE IN N-S FENCE, THENCE RIGHT (E) THROUGH GATE
 DP0497'FOR 0.15 MILE TO TOP OF RIDGE.  TURN LEFT (N) ALONG TOP OF
 DP0497'RIDGE AND GO 0.05 MILE TO STATION.
 DP0497
 DP0497                          STATION RECOVERY (1938)
 DP0497
 DP0497'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 DP0497'PROPERTY ON WHICH STATION IS LOCATED HAS BEEN TAKEN OVER BY THE
 DP0497'J-Y RANCH.  THE RIVER CROSSING, ABOUT 2-1/2 MILES S OF STATION,
 DP0497'HAS BEEN ABANDONED AND IS IMPASSABLE WITH CAR.
 DP0497'
 DP0497'STATION CAN BE REACHED WITH CAR BY FOLLOWING INSTRUCTION OF
 DP0497'U.S.C. AND G.S. STATION J-Y TO THE WEST CAMP OF THE J-Y RANCH.
 DP0497'FROM WEST CAMP, E OF TIN BARN, GO THROUGH GAP IN WIRE FENCE
 DP0497'AND CONTINUE IN A SOUTHERLY DIRECTION TO OLD CAMP HOUSE.  THIS
 DP0497'ROAD CAN EASILY BE FOLLOWED AS IT CONNECTS WITH WHAT IS KNOWN
 DP0497'AS THE WILLOW CREEK CAMP S OF THE STATION.  INQUIRY AT WEST
 DP0497'CAMP WILL BE HELPFUL.
 DP0497
 DP0497                          STATION RECOVERY (1958)
 DP0497
 DP0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0497'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DP0497'CONDITION.
 DP0497'
 DP0497'A NEW ROAD HAS BEEN BUILT FROM THE HIGHWAY TO THE VICINITY OF THE
 DP0497'STATION SO A NEW DESCRIPTION TO REACH FOLLOWS--
 DP0497'
 DP0497'TO REACH FROM GUTHRIE, GO SOUTH ON U.S. HIGHWAYS 82 AND 83 FOR
 DP0497'1.2 MILES TO FORKS AND JUNCTION OF THESE HIGHWAYS, TAKE LEFT
 DP0497'FORK AND GO EAST ON U.S. HIGHWAY 82 FOR ABOUT 6.8 MILES TO A
 DP0497'SIDE ROAD LEFT AT SIGN HUMBLE OIL CO. (THIS ROAD IS ABOUT 24.35
 DP0497'MILES WEST OF BENJAMIN), GO NORTH ON SURFACED ROAD FOR 2.55
 DP0497'MILES TO ENTRANCE TO THE HUMBLE OIL CO. ON THE LEFT, CONTINUE
 DP0497'ON MAIN TRAVELED ROAD FOLLOWING MASTERSON RANCH SIGNS FOR 8.1
 DP0497'MILES TO A CATTLE GUARD ABOUT 0.1 NORTH-NORTHEAST OF A WHITE
 DP0497'HOUSE (THIS IS THE CAMP RANCH HOUSE MENTIONED IN THE ORIGINAL
 DP0497'DESCRIPTION) (THE AZIMUTH MARK IS ABOUT 0.1 MILE NORTHWEST
 DP0497'AND IS 15 FEET WEST OF THE EAST ONE OF TWO WIRE GATES),
 DP0497'CONTINUE ON MAIN ROAD FOR 0.5 MILE, TURN LEFT OFF MAIN ROAD
 DP0497'AND GO NORTHWEST FOR ABOUT 0.25 MILE TO HIGHEST POINT OF
 DP0497'RIDGE AND STATION.
 DP0497
 DP0497                          STATION RECOVERY (1967)
 DP0497
 DP0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JTD)
 DP0497'RECOVERED IN GOOD CONDITION.
 DP0497'
 DP0497'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE FOUND IN
 DP0497'GOOD CONDITION.
 DP0497
 DP0497                          STATION RECOVERY (1972)
 DP0497
 DP0497'RECOVERY NOTE BY US ENGINEERS 1972 (HLS)
 DP0497'BATEMAN-GOOD
 DP0497'
 DP0497'AZIMUTH-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0732 ***********************************************************************
 CC0732  DESIGNATION -  BATES
 CC0732  PID         -  CC0732
 CC0732  STATE/COUNTY-  TX/ECTOR
 CC0732  USGS QUAD   -  ODESSA NE (1981)
 CC0732
 CC0732                         *CURRENT SURVEY CONTROL
 CC0732  ___________________________________________________________________
 CC0732* NAD 83(1993)-  31 58 11.16701(N)    102 19 06.74342(W)     ADJUSTED  
 CC0732* NAVD 88     -       914.5    (meters)    3000.     (feet)  VERTCON   
 CC0732  ___________________________________________________________________
 CC0732  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 CC0732  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CC0732
 CC0732  HORZ ORDER  -  FIRST
 CC0732
 CC0732.The horizontal coordinates were established by classical geodetic methods
 CC0732.and adjusted by the National Geodetic Survey in February 1996..
 CC0732
 CC0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0732
 CC0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0732
 CC0732.The geoid height was determined by GEOID03.
 CC0732
 CC0732;                    North         East     Units Scale Factor Converg.
 CC0732;SPC TX C     - 3,256,999.229   512,355.465   MT  1.00002436   -1 01 21.0
 CC0732;SPC TX C     -10,685,671.64  1,680,952.89   sFT  1.00002436   -1 01 21.0
 CC0732;SPC TXNC     - 2,040,171.992   239,117.511   MT  1.00004932   -2 04 57.4
 CC0732;SPC TXNC     - 6,693,464.28    784,504.70   sFT  1.00004932   -2 04 57.4
 CC0732;UTM  13      - 3,540,225.776   753,402.257   MT  1.00039199   +1 25 13.9
 CC0732
 CC0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0732!SPC TX C     -   0.99986022  x   1.00002436  =   0.99988458
 CC0732!SPC TXNC     -   0.99986022  x   1.00004932  =   0.99990953
 CC0732!UTM  13      -   0.99986022  x   1.00039199  =   1.00025215
 CC0732
 CC0732|---------------------------------------------------------------------|
 CC0732| PID    Reference Object                     Distance      Geod. Az  |
 CC0732|                                                           dddmmss.s |
 CC0732| CH7920 BATES RM E                           22.230 METERS 07839     |
 CC0732| CH7919 BATES RM S                           18.950 METERS 17055     |
 CC0732| CH7918 BATES AZ MK                                        2390619.5 |
 CC0732|---------------------------------------------------------------------|
 CC0732
 CC0732                          SUPERSEDED SURVEY CONTROL
 CC0732
 CC0732  NAD 83(1986)-  31 58 11.16981(N)    102 19 06.73547(W) AD(       ) 1
 CC0732  NAD 27      -  31 58 10.73100(N)    102 19 05.22100(W) AD(       ) 1
 CC0732  NGVD 29 (07/19/86)  914.1    (m)         2999.     (f) VERT ANG       
 CC0732
 CC0732.Superseded values are not recommended for survey control.
 CC0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0732.See file dsdata.txt to determine how the superseded data were derived.
 CC0732
 CC0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR5340240226(NAD 83)
 CC0732_MARKER: DS = TRIANGULATION STATION DISK
 CC0732_SETTING: 0 = UNSPECIFIED SETTING
 CC0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0732+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 CC0732
 CC0732  HISTORY     - Date     Condition        Report By
 CC0732  HISTORY     - 1909     MONUMENTED       CGS
 CC0732  HISTORY     - 1955     MARK NOT FOUND   CGS
 CC0732  HISTORY     - 1956     GOOD             CGS
 CC0732  HISTORY     - 1964     GOOD             CGS
 CC0732  HISTORY     - 1967     GOOD             CGS
 CC0732  HISTORY     - 1970     GOOD             NGS
 CC0732  HISTORY     - 20030623 GOOD             INDIV
 CC0732
 CC0732                          STATION DESCRIPTION
 CC0732
 CC0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 CC0732'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31102-1, STATION 1001.
 CC0732
 CC0732                          STATION RECOVERY (1955)
 CC0732
 CC0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CC0732'STATION WAS NOT RECOVERED.  THE OLD BATES RANCHHOUSE HAS BEEN
 CC0732'DESTROYED FOR ABOUT THIRTY YEARS, AND ITS LOCATION IS UNKNOWN
 CC0732'BY THE PRESENT PROPERTY OWNERS.  THERE ARE SEVERAL LARGE ROUND
 CC0732'DEPRESSIONS IN THE VICINITY.  THE PROPERTY IS NOW OWNED BY A
 CC0732'GRANDSON OF H.S. RATLIFF MENTIONED IN THE 1909 DESCRIPTION, BUT
 CC0732'HE HAD NEVER SEEN OR HEARD OF A SURVEY MARK ON THE PROPERTY.
 CC0732'ABOUT FIVE HOURS SPENT SEARCHING FOR THE STATION.
 CC0732
 CC0732                          STATION RECOVERY (1956)
 CC0732
 CC0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RHC)
 CC0732'STATION WAS RECOVERED.  BOTH REFERENCE MARKS IN AND ALSO THE
 CC0732'AZIMUTH MARK WHICH IS LOCATED IN A FENCE LINE
 CC0732'ABOUT 1/4 MI. FROM THE STATION.  STATION
 CC0732'AND REFERENCE MARKS IN GOOD SHAPE.  IT IS LOCATED AT ABOUT
 CC0732'THE CENTER OF THE NW 1/4 SECTION 33 T AND P RY. SURVEYS,
 CC0732'BLOCK 42, T 1 S.
 CC0732
 CC0732                          STATION RECOVERY (1964)
 CC0732
 CC0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 CC0732'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  NEW TO
 CC0732'REACH DESCRIPTION FOLLOWS--
 CC0732'
 CC0732'FROM ENTRANCE TO ECTOR CO. AIRPORT, NORTH OF ODESSA, TEXAS,
 CC0732'GO NORTH ON U.S. HIGHWAY 385 FOR 2.3 MI. TO GRAVEL CROSS ROAD,
 CC0732'TURN RIGHT (E) FOR 1.0 MI. TO CATTLEGUARD WHERE ROAD STARTS
 CC0732'ANGLING SE.  CROSS CATTLE GUARD AND GO ABOUT 200 FT. TO T-ROAD,
 CC0732'TURN LEFT (N) CROSSING SECOND CATTLEGUARD, GO ABOUT 150. FT.
 CC0732'TO T-ROAD, TURN RIGHT (E) FOR 1.0 MI. TO T-ROAD NORTH.  TURN
 CC0732'LEFT (N) AND GO 0.7 TO Y INTERSECTION, TAKE RIGHT FORK (NE) FOR
 CC0732'0.05 MI. TO WHERE ROAD ANGLES NORTH.  FOLLOW MAIN ROAD .25
 CC0732'TO THIRD CATTLE GUARD AND T-ROAD INTERSECTION.  CROSS CATTLE
 CC0732'GUARD AND TURN RIGHT (E) FOR 2.75 MI. TO CROSSROAD AND
 CC0732'OFFSET TO SOUTH IN EAST-WEST ROAD, TURN RIGHT (S) ACROSS
 CC0732'FOURTH CATTLEGUARD FOR 1.0 MI. TO CORNER OF FENCE
 CC0732'RUNNING SOUTH AND EAST.  GO SOUTH ON WEST SIDE OF
 CC0732'NORTH-SOUTH FENCE FOR 0.3 MI.  TO AZIMUTH MARK ON LEFT, ONE
 CC0732'FT. EAST OF FENCE.  FOLLOW DIRECTION OF ARROW ON AZIMUTH MARK
 CC0732'FOR ABOUT .25 MI. TO APPROXIMATE CENTER OF
 CC0732'QUARTER-SECTION AND STATION AS DESCRIBED.
 CC0732
 CC0732                          STATION RECOVERY (1967)
 CC0732
 CC0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (TET)
 CC0732'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CC0732'AZIMUTH MARK WAS NOT SEARCHED FOR.
 CC0732'
 CC0732'REVISED DRIVING DESCRIPTION--FROM ECTOR COUNTY COURT HOUSE
 CC0732'IN ODESSA, TEXAS DRIVE N ON U.S. HWY 385 FOR 9 MILES TO
 CC0732'INTERSECTION WITH LOOP HWY 380, TURN E (RIGHT) ON LOOP HWY
 CC0732'380 2 MILES, TURN LEFT, ONTO GRADED ROAD WHICH LEADS TO TWO RANCH
 CC0732'HOUSES FOR 2 MILES HERE AT RANCH HOUSE.  AFTER CROSSING
 CC0732'CATTLEGUARD TURN RIGHT AND CONTINUE E ON TRACK ROAD FOR 1
 CC0732'MILE TO FENCE INTERSECTION AND FENCED TRASH DUMP.  CROSS
 CC0732'CATTLEGUARD AND CONTINUE E ALONG N SIDE OF E-W FENCE FOR 1
 CC0732'MILE TO T-FENCE W.  TURN LEFT (NNW) ALONG FENCE FOR 1 MILE.
 CC0732'STATION IS LOCATED APPROXIMATELY 1400 FEET E OF THE N-S
 CC0732'FENCE LINE AND IN LINE WITH RANCH BUILDINGS 1-1/2 MILES W.
 CC0732'NOTE--THERE IS A STANDARD REFERENCE MARK DISK SET IN CONCRETE
 CC0732'POST STAMPED BATES 1909 - 1935 WHICH IS APPROXIMATELY 60 FEET
 CC0732'E OF THE STATION MARK.  THE ORIGINAL REFERENCE MARK IS
 CC0732'AS DESCRIBED.
 CC0732
 CC0732                          STATION RECOVERY (1970)
 CC0732
 CC0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0732'THE STATION MARK, THE TWO REFERENCE MARKS, AND THE AZIMUTH
 CC0732'MARK WERE FOUND IN GOOD CONDITION.
 CC0732'
 CC0732'A NEW DESCRIPTION FOLLOWS--
 CC0732'
 CC0732'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF ODESSA,
 CC0732'3-1/2 MILES NORTHEAST OF STATE HIGHWAY - LOOP ROAD 338, 2 MILES
 CC0732'EAST-NORTHEAST OF RESIDENCE AND RANCH BUILDINGS OF MR. J.R.
 CC0732'BUZ HURT, IN FLAT PASTURE LAND, ABOUT 1800 FEET NORTHWEST
 CC0732'OF CENTER OF A LARGE DEPRESSION OR INTERMITTENT LAKE WITH A
 CC0732'WINDMILL ON ITS EAST SIDE, ON PROPERTY OF THE BILL FAUDREE
 CC0732'RANCH OF MIDLAND.  ACCESS TO THE STATION WAS THRU THE HURT
 CC0732'RANCH, A KEY CAN BE OBTAINED TO ENTER THE FAUDREE RANCH THRU
 CC0732'A GATE 0.7 MILE SOUTH OF THE AZIMUTH MARK.
 CC0732'
 CC0732'THE STATION MARK IS STANDARD CAP STATION MARK SCREWED TO THE
 CC0732'TOP OF A 3-INCH IRON PIPE WHICH IS EMBEDDED IN A ROUND CONCRETE
 CC0732'MONUMENT, THE MONUMENT PROJECTS 4-INCHES AND THE PIPE PROJECTS
 CC0732'6-INCHES ABOVE THE CONCRETE.  THE MARK IS STAMPED BATES 1909.
 CC0732'IT IS 26 FEET WEST OF A METAL WITNESS POST.
 CC0732'
 CC0732'REFERENCE MARK 1909 1937 IS A STANDARD DISK STAMPED BATES
 CC0732'1909 1937, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CC0732'8-INCHES.  IT IS 51 FEET NORTHEAST OF THE METAL WITNESS POST.
 CC0732'
 CC0732'REFERENCE MARK 1909 IS A 3/4-INCH IRON ROD SET IN THE CENTER
 CC0732'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT HAS
 CC0732'THE LETTERS AND NUMBERS USC AND GS 1908 SCRIBED IN THE CONCRETE.
 CC0732'IT IS 56 FEET SOUTH OF THE METAL WITNESS POST.
 CC0732'
 CC0732'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BATES 1909 1937,
 CC0732'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 CC0732'IT IS 1.2 FEET EAST OF A METAL WITNESS POST, AND 1 FOOT EAST
 CC0732'OF A FENCE LINE, A TRACK ROAD RUNS ALONG THE WEST SIDE OF THE
 CC0732'FENCE ON THE HURT RANCH.
 CC0732'
 CC0732'TO REACH THE STATION FROM THE COUNTY COURTHOUSE (ECTOR) IN
 CC0732'ODESSA, GO NORTH ON U.S. HIGHWAY 385 FOR 8.4 MILES TO THE
 CC0732'CROSSROAD INTERSECTION WITH LOOP ROAD - STATE HIGHWAY 338, TURN
 CC0732'RIGHT, EAST AND FOLLOW HIGHWAY 338 FOR 1.9 MILES TO A GRADED
 CC0732'FARM ROAD AND CATTLE GUARD ON THE LEFT, TURN LEFT, CROSS
 CC0732'CATTLE GUARD AND GO EAST FOR 2.0 MILES TO A CATTLE GUARD (AND
 CC0732'A SET OF RANCH BUILDINGS ON THE LEFT WHICH ARE USED AS THE
 CC0732'OFFICE FOR THE HURT RANCH, THE RESIDENCE IS NORTH 1/2 MILE TO
 CC0732'THE NEXT SET OF RANCH BUILDINGS ON THE LEFT) CROSS CATTLE
 CC0732'GUARD AND GO 0.05 MILE AROUND A LEFT TURN IN THE ROAD TO A
 CC0732'TRACK ROAD TO THE RIGHT, EAST, TURN RIGHT AND FOLLOW TRACK
 CC0732'ROAD EAST FOR 1.0 MILE TO A FENCED IN TRASH PILE AND TWO
 CC0732'OFFSET FENCE CORNERS OF FENCES RUNNING NORTH, SOUTH, AND EAST.
 CC0732'CROSS THE CATTLE GUARD IN THE FENCE RUNNING EAST AND GO EAST
 CC0732'ALONG THE NORTH SIDE OF THE FENCE FOR 1.0 MILE TO A FENCE
 CC0732'CORNER AND A LOCKED GATE LEADING INTO THE FAUDREE RANCH,
 CC0732'TURN LEFT AND FOLLOW TRACK ROAD ALONG WEST SIDE OF THE
 CC0732'NORTH-SOUTH FENCE FOR 0.7 MILE TO THE AZIMUTH MARK ON
 CC0732'THE RIGHT.  THE STATION IS 0.25 MILE NORTHEAST ACROSS
 CC0732'PASTURE.
 CC0732'
 CC0732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 CC0732'MILES NNE OF ODESSA
 CC0732
 CC0732                          STATION RECOVERY (2003)
 CC0732
 CC0732'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 CC0732'N 31.58.163 W 102.19.118
 CC0732'3/4 IRON ROD 31.058.177 102.019.111
 CC0732'BATES REF. 1909/1937 31.058.188 102.019.098
 CC0732'AZIMUTH FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0750 ***********************************************************************
 AO0750  DESIGNATION -  BATESVILLE CABLE VISION MAST
 AO0750  PID         -  AO0750
 AO0750  STATE/COUNTY-  TX/ZAVALA
 AO0750  USGS QUAD   -  LOMA VISTA (1972)
 AO0750
 AO0750                         *CURRENT SURVEY CONTROL
 AO0750  ___________________________________________________________________
 AO0750* NAD 83(1993)-  28 48 08.88710(N)    099 36 20.82388(W)     ADJUSTED  
 AO0750* NAVD 88     -                                                        
 AO0750  ___________________________________________________________________
 AO0750  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AO0750  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AO0750
 AO0750  HORZ ORDER  -  THIRD
 AO0750
 AO0750.The horizontal coordinates were established by classical geodetic methods
 AO0750.and adjusted by the National Geodetic Survey in February 1996..
 AO0750
 AO0750
 AO0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0750
 AO0750.The geoid height was determined by GEOID03.
 AO0750
 AO0750;                    North         East     Units Scale Factor Converg.
 AO0750;SPC TXSC     - 4,107,560.540   540,866.973   MT  0.99990611   -0 17 48.4
 AO0750;SPC TXSC     -13,476,221.54  1,774,494.39   sFT  0.99990611   -0 17 48.4
 AO0750;UTM  14      - 3,186,251.725   440,884.217   MT  0.99964313   -0 17 30.7
 AO0750
 AO0750                          SUPERSEDED SURVEY CONTROL
 AO0750
 AO0750  NAD 83(1986)-  28 48 08.88478(N)    099 36 20.80255(W) AD(       ) 4
 AO0750  NAD 27      -  28 48 07.97076(N)    099 36 19.62504(W) AD(       ) 3
 AO0750
 AO0750.Superseded values are not recommended for survey control.
 AO0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0750.See file dsdata.txt to determine how the superseded data were derived.
 AO0750
 AO0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS4088486252(NAD 83)
 AO0750_MARKER: 42 = RADIO/TV MAST
 AO0750
 AO0750  HISTORY     - Date     Condition        Report By
 AO0750  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0750  HISTORY     - 20010823 GOOD             USPSQD
 AO0750
 AO0750                          STATION DESCRIPTION
 AO0750
 AO0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0750'THE STATION, BATESVILLE CABLE VISION MAST, IS THE LIGHT ATOP A
 AO0750'TRIANGULAR STEEL GUYED MAST, PAINTED ALTERNATELY RED AND WHITE AND
 AO0750'HAS ONE ANTENNA ON TOP AND TWO MICROWAVE REFLECTORS MOUNTED ON IT.
 AO0750'IT HAS AN OVERALL HEIGHT OF 130 FEET AND IS OWNED BY WINTER GARDEN
 AO0750'CABLE TELEVISION OF CRYSTAL CITY.
 AO0750'
 AO0750'THE STATION IS ABOUT 9-1/2 MILES NORTH AND 13 MILES EAST OF CRYSTAL
 AO0750'CITY AND 10 MILES SOUTH OF BATESVILLE.
 AO0750'
 AO0750'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 AND FARM
 AO0750'ROAD 1867 IN BIG WELLS, GO NORTH, WEST, NORTH AND NORTHWEST FOR 14.7
 AO0750'MILES TO A SIDE DIRT ROAD ON RIGHT.  CONTINUE WEST-NORTHWEST ON
 AO0750'FARM ROAD 1867 FOR 3.2 MILES TO FARM ROAD 1025.  CONTINUE NORTH AND
 AO0750'NORTH-NORTHEAST ON FARM ROAD 1025 FOR 1.3 MILES TO A GATE ON
 AO0750'RIGHT AND SIGN ON GATE WINTER GARDEN-LEO BRICE.  TURN RIGHT PASSING
 AO0750'THROUGH GATE AND GO EAST ON BLADED ROAD FOR 1.4 MILES TO A GATE.
 AO0750'PASS THROUGH GATE AND GO EAST FOR 0.05 MILES TO ANOTHER GATE
 AO0750'JUST NORTH OF MR.  BRICES HOUSE.  PASS THROUGH GATE AND GO 100
 AO0750'FEET TO A FORK.  KEEP RIGHT AND GO SOUTHEAST ON TRACK ROAD FOR
 AO0750'0.25 MILE TO STATION ON LEFT.
 AO0750
 AO0750                          STATION RECOVERY (2001)
 AO0750
 AO0750'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0752 ***********************************************************************
 AO0752  DESIGNATION -  BATESVILLE RAD MAST
 AO0752  PID         -  AO0752
 AO0752  STATE/COUNTY-  TX/ZAVALA
 AO0752  USGS QUAD   -  BATESVILLE NW (1972)
 AO0752
 AO0752                         *CURRENT SURVEY CONTROL
 AO0752  ___________________________________________________________________
 AO0752* NAD 83(1993)-  28 57 17.22587(N)    099 38 07.85668(W)     ADJUSTED  
 AO0752* NAVD 88     -                                                        
 AO0752  ___________________________________________________________________
 AO0752  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AO0752  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AO0752
 AO0752  HORZ ORDER  -  THIRD
 AO0752
 AO0752.The horizontal coordinates were established by classical geodetic methods
 AO0752.and adjusted by the National Geodetic Survey in February 1996..
 AO0752
 AO0752
 AO0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0752
 AO0752.The geoid height was determined by GEOID03.
 AO0752
 AO0752;                    North         East     Units Scale Factor Converg.
 AO0752;SPC TXSC     - 4,124,455.712   538,056.533   MT  0.99988510   -0 18 40.8
 AO0752;SPC TXSC     -13,531,651.78  1,765,273.81   sFT  0.99988510   -0 18 40.8
 AO0752;UTM  14      - 3,203,142.465   438,073.211   MT  0.99964732   -0 18 27.6
 AO0752
 AO0752                          SUPERSEDED SURVEY CONTROL
 AO0752
 AO0752  NAD 83(1986)-  28 57 17.22355(N)    099 38 07.83583(W) AD(       ) 4
 AO0752  NAD 27      -  28 57 16.32963(N)    099 38 06.64807(W) AD(       ) 3
 AO0752
 AO0752.Superseded values are not recommended for survey control.
 AO0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0752.See file dsdata.txt to determine how the superseded data were derived.
 AO0752
 AO0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3807303142(NAD 83)
 AO0752_MARKER: 42 = RADIO/TV MAST
 AO0752
 AO0752  HISTORY     - Date     Condition        Report By
 AO0752  HISTORY     - 1972     FIRST OBSERVED   NGS
 AO0752  HISTORY     - 19970412 GOOD             USPSQD
 AO0752  HISTORY     - 20010507 GOOD             USPSQD
 AO0752
 AO0752                          STATION DESCRIPTION
 AO0752
 AO0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0752'THE STATION, BATESVILLE RADIO MAST KLA 544, IS THE CENTER OF THE TOP
 AO0752'OF A TRIANGULAR STEEL, GUYED MAST, THAT IS UNPAINTED AND HAS A 10
 AO0752'FOOT TALL ANTENNA POLE MOUNTED AT THE TOP.  THE STRUCTURE HAS AN
 AO0752'OVERALL HEIGHT OF 200 FEET AND IS OWNED BY THE AGRICULTURAL
 AO0752'SUPPLYS INCORPORATED, MR. BEAUMONT SMYTHE OF UVALDE,
 AO0752'PRESIDENT.  THE BATESVILLE OFFICE IS MANAGED BY A MR.
 AO0752'COLEMAN.
 AO0752'
 AO0752'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 57 AND FARM
 AO0752'ROAD 117 AT THE NORTH EDGE OF BATESVILLE, GO WEST-SOUTHWEST ON
 AO0752'HIGHWAY 57 FOR 1.0 MILE TO THE STATION ON THE LEFT AT THE BUILDINGS
 AO0752'OF THE AGRICULTURAL COMPANY.
 AO0752
 AO0752                          STATION RECOVERY (1997)
 AO0752
 AO0752'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0752'RECOVERED IN GOOD CONDITION.
 AO0752
 AO0752                          STATION RECOVERY (2001)
 AO0752
 AO0752'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0746 ***********************************************************************
 AO0746  DESIGNATION -  BATESVILLE TANK
 AO0746  PID         -  AO0746
 AO0746  STATE/COUNTY-  TX/ZAVALA
 AO0746  USGS QUAD   -  BATESVILLE (1972)
 AO0746
 AO0746                         *CURRENT SURVEY CONTROL
 AO0746  ___________________________________________________________________
 AO0746* NAD 83(1993)-  28 57 15.17002(N)    099 37 07.96000(W)     ADJUSTED  
 AO0746* NAVD 88     -                                                        
 AO0746  ___________________________________________________________________
 AO0746  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AO0746  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AO0746
 AO0746  HORZ ORDER  -  THIRD
 AO0746
 AO0746.The horizontal coordinates were established by classical geodetic methods
 AO0746.and adjusted by the National Geodetic Survey in February 1996..
 AO0746
 AO0746
 AO0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0746
 AO0746.The geoid height was determined by GEOID03.
 AO0746
 AO0746;                    North         East     Units Scale Factor Converg.
 AO0746;SPC TXSC     - 4,124,383.729   539,677.879   MT  0.99988517   -0 18 11.5
 AO0746;SPC TXSC     -13,531,415.62  1,770,593.17   sFT  0.99988517   -0 18 11.5
 AO0746;UTM  14      - 3,203,070.602   439,694.174   MT  0.99964488   -0 17 58.6
 AO0746
 AO0746                          SUPERSEDED SURVEY CONTROL
 AO0746
 AO0746  NAD 83(1986)-  28 57 15.16803(N)    099 37 07.93941(W) AD(       ) 4
 AO0746  NAD 27      -  28 57 14.27450(N)    099 37 06.75442(W) AD(       ) 3
 AO0746
 AO0746.Superseded values are not recommended for survey control.
 AO0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0746.See file dsdata.txt to determine how the superseded data were derived.
 AO0746
 AO0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3969403071(NAD 83)
 AO0746_MARKER: 53 = ELEVATED TANK
 AO0746
 AO0746  HISTORY     - Date     Condition        Report By
 AO0746  HISTORY     - 1972     FIRST OBSERVED   NGS
 AO0746  HISTORY     - 20010507 GOOD             USPSQD
 AO0746
 AO0746                          STATION DESCRIPTION
 AO0746
 AO0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0746'THE STATION, BATESVILLE TANK, IS THE CENTER OF THE TOP OF AN ELEVATED
 AO0746'WATER TANK THAT IS SUPPORTED BY 4 LEGS AND HAS AN OVERALL HEIGHT OF
 AO0746'150 FEET.  IT IS OWNED BY THE BATESVILLE WATER SUPPLY CORPORATION
 AO0746'WHICH SERVES THE UNINCORPORATED COMMUNITY OF BATESVILLE.
 AO0746'
 AO0746'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 57 AND FARM
 AO0746'ROAD 117 AT THE NORTH EDGE OF BATESVILLE, GO SOUTHEAST ON ROAD 117
 AO0746'FOR 0.4 MILE TO THE STATION ON THE LEFT.
 AO0746
 AO0746                          STATION RECOVERY (2001)
 AO0746
 AO0746'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2272 ***********************************************************************
 BL2272  DESIGNATION -  BATH LOOKOUT
 BL2272  PID         -  BL2272
 BL2272  STATE/COUNTY-  TX/WALKER
 BL2272  USGS QUAD   -  MOORE GROVE (1997)
 BL2272
 BL2272                         *CURRENT SURVEY CONTROL
 BL2272  ___________________________________________________________________
 BL2272* NAD 83(1993)-  30 35 19.63481(N)    095 36 38.42179(W)     ADJUSTED  
 BL2272* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 BL2272  ___________________________________________________________________
 BL2272  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BL2272  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BL2272
 BL2272  HORZ ORDER  -  SECOND
 BL2272
 BL2272.The horizontal coordinates were established by classical geodetic methods
 BL2272.and adjusted by the National Geodetic Survey in February 1996..
 BL2272
 BL2272.The orthometric height was scaled from a topographic map.
 BL2272
 BL2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2272
 BL2272.The geoid height was determined by GEOID03.
 BL2272
 BL2272;                    North         East     Units Scale Factor Converg.
 BL2272;SPC TX C     - 3,111,834.787 1,152,780.094   MT  0.99990750   +2 25 56.8
 BL2272;SPC TX C     -10,209,411.30  3,782,079.36   sFT  0.99990750   +2 25 56.8
 BL2272;UTM  15      - 3,386,934.195   249,664.239   MT  1.00037316   -1 19 45.1
 BL2272
 BL2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2272!SPC TX C     -   0.99998934  x   0.99990750  =   0.99989684
 BL2272!UTM  15      -   0.99998934  x   1.00037316  =   1.00036250
 BL2272
 BL2272:                Primary Azimuth Mark                     Grid Az
 BL2272:SPC TX C     -  BATH LOOKOUT AZ MK                       106 51 59.4
 BL2272:UTM  15      -  BATH LOOKOUT AZ MK                       110 37 41.3
 BL2272
 BL2272|---------------------------------------------------------------------|
 BL2272| PID    Reference Object                     Distance      Geod. Az  |
 BL2272|                                                           dddmmss.s |
 BL2272| CV8044 BATH LOOKOUT AZ MK                                 1091756.2 |
 BL2272|---------------------------------------------------------------------|
 BL2272
 BL2272                          SUPERSEDED SURVEY CONTROL
 BL2272
 BL2272  NAD 83(1986)-  30 35 19.64726(N)    095 36 38.40534(W) AD(       ) 2
 BL2272  NAD 27      -  30 35 18.93400(N)    095 36 37.60500(W) AD(       ) 2
 BL2272
 BL2272.Superseded values are not recommended for survey control.
 BL2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2272.See file dsdata.txt to determine how the superseded data were derived.
 BL2272
 BL2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4966486934(NAD 83)
 BL2272_MARKER: DS = TRIANGULATION STATION DISK
 BL2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2272
 BL2272  HISTORY     - Date     Condition        Report By
 BL2272  HISTORY     - 1935     MONUMENTED       CGS
 BL2272  HISTORY     - 1937     GOOD             TXHD
 BL2272  HISTORY     - 1951     GOOD             CGS
 BL2272  HISTORY     - 1958     GOOD             USGS
 BL2272  HISTORY     - 19960601 GOOD             USPSQD
 BL2272
 BL2272                          STATION DESCRIPTION
 BL2272
 BL2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2272'LOCATED ABOUT 10 MILES SOUTHERLY OF HUNTSVILLE AND ABOUT 8
 BL2272'MILES NW OF NEW WAVERLY.  STATION MARKER IS CENTERED UNDER
 BL2272'THE BOLT IN THE APEX OF THE ROOF OF THE LOOKOUT HOUSE.  THE
 BL2272'SLOPE DISTANCES TO THE INSIDE ANCHOR BOLTS AT THE BASE OF THE
 BL2272'TOWER ARE AS FOLLOWS--TO THE SE CORNER, 13.69 FEET.  TO THE SW
 BL2272'CORNER, 13.69 FEET.  TO NW CORNER, 13.54 FEET.  TO THE NE
 BL2272'CORNER, 13.58 FEET.  THE LOOKOUT TOWER IS ABOUT 50 YARDS N
 BL2272'OF THE CENTER LINE OF THE DIRT ROAD.
 BL2272'
 BL2272'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BL2272'DISKS SET IN CONCRETE.
 BL2272'
 BL2272'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE E BY S FROM THE LOOKOUT
 BL2272'TOWER, 45 FEET S OF THE CENTER LINE OF THE ROAD WHERE DIM
 BL2272'WOODS ROAD LEADS TO THE SE, 65.5 FEET S OF THE SE CORNER
 BL2272'FENCE POST ON THE N SIDE OF THE ROAD.  THE MARK PROJECTS 6
 BL2272'INCHES.  AZIMUTH MARK, (NOT VISIBLE FROM GROUND) BEARS N 55 DEG
 BL2272'06 MIN W FROM GIBBS.
 BL2272'
 BL2272'STATION IS REACHED FROM HUNTSVILLE BY GOING S ON U.S. HIGHWAY
 BL2272'75 FOR 1.5 MILES TO A DIRT ROAD, THENCE RIGHT ON THIS ROAD,
 BL2272'FOLLOWING THE MAIN GRADED ROAD 10.5 MILES TO CROSSROADS.  CONTINUE
 BL2272'STRAIGHT 0.2 MILE TO LOOKOUT TOWER ON THE LEFT.  THE STATION
 BL2272'MARK PROJECTS 10 INCHES.  THIS IS AN INTERSECTION STATION.
 BL2272
 BL2272                          STATION RECOVERY (1937)
 BL2272
 BL2272'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2272'ORIGINAL DESCRIPTION SATISFACTORY.  STATION AND AZIMUTH MARKS
 BL2272'RECOVERED IN GOOD CONDITION.
 BL2272
 BL2272                          STATION RECOVERY (1951)
 BL2272
 BL2272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 BL2272'STATION AND AZIMUTH MARKS WERE RECOVERED AND FOUND IN GOOD
 BL2272'CONDITION.
 BL2272
 BL2272                          STATION RECOVERY (1958)
 BL2272
 BL2272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BL2272'STATION RECOVERED IN GOOD CONDITION.  AZIMUTH MARK HAS BEEN
 BL2272'DESTROYED.
 BL2272
 BL2272                          STATION RECOVERY (1996)
 BL2272
 BL2272'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1422 ***********************************************************************
 BZ1422  DESIGNATION -  BATTLE
 BZ1422  PID         -  BZ1422
 BZ1422  STATE/COUNTY-  TX/MCLENNAN
 BZ1422  USGS QUAD   -  ELK (1978)
 BZ1422
 BZ1422                         *CURRENT SURVEY CONTROL
 BZ1422  ___________________________________________________________________
 BZ1422* NAD 83(1993)-  31 33 53.70254(N)    096 53 35.94663(W)     ADJUSTED  
 BZ1422* NAVD 88     -       182.8    (meters)     600.     (feet)  VERTCON   
 BZ1422  ___________________________________________________________________
 BZ1422  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 BZ1422  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BZ1422
 BZ1422  HORZ ORDER  -  FIRST
 BZ1422
 BZ1422.The horizontal coordinates were established by classical geodetic methods
 BZ1422.and adjusted by the National Geodetic Survey in February 1996..
 BZ1422
 BZ1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1422
 BZ1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1422
 BZ1422.The geoid height was determined by GEOID03.
 BZ1422
 BZ1422;                    North         East     Units Scale Factor Converg.
 BZ1422;SPC TX C     - 3,215,483.894 1,026,508.465   MT  0.99992997   +1 46 18.5
 BZ1422;SPC TX C     -10,549,466.74  3,367,803.19   sFT  0.99992997   +1 46 18.5
 BZ1422;SPC TXNC     - 1,989,882.584   752,558.360   MT  1.00020583   +0 52 34.6
 BZ1422;SPC TXNC     - 6,528,473.11  2,469,018.55   sFT  1.00020583   +0 52 34.6
 BZ1422;UTM  14      - 3,494,136.396   699,941.738   MT  1.00009308   +1 06 11.3
 BZ1422
 BZ1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1422!SPC TX C     -   0.99997538  x   0.99992997  =   0.99990535
 BZ1422!SPC TXNC     -   0.99997538  x   1.00020583  =   1.00018121
 BZ1422!UTM  14      -   0.99997538  x   1.00009308  =   1.00006846
 BZ1422
 BZ1422|---------------------------------------------------------------------|
 BZ1422| PID    Reference Object                     Distance      Geod. Az  |
 BZ1422|                                                           dddmmss.s |
 BZ1422| CV8046 BATTLE RM 2                         131.060 METERS 06800     |
 BZ1422| BZ1420 MART WATER TANK                     APPROX. 6.0 KM 1173233.7 |
 BZ1422| CV8047 BATTLE RM 3                          97.690 METERS 15052     |
 BZ1422| BZ1278 WACO CAMERON CO WATER TANK          APPROX.24.4 KM 2630328.3 |
 BZ1422| BZ1272 WACO MUNICIPAL TANK                 APPROX.26.9 KM 2682945.9 |
 BZ1422| BZ1261 WACO ARMY AIR FIELD BEACON          APPROX.19.7 KM 2940852.1 |
 BZ1422| BZ1245 WEST STANDPIPE                      APPROX.32.4 KM 3240431.9 |
 BZ1422| BZ1250 WEST BRAZOS VAL COTTON MILL TK      APPROX.32.1 KM 3242551.5 |
 BZ1422| BZ1423 AXTELL SMOKESTACK 2                 APPROX.12.4 KM 3252522.4 |
 BZ1422| BZ1424 AXTELL SMOKESTACK 3                 APPROX.12.7 KM 3261520.1 |
 BZ1422| BZ1421 AXTELL LOW SMOKESTACK 1             APPROX. 7.1 KM 3264755.8 |
 BZ1422| CV8045 BATTLE RM 1                         234.727 METERS 32859     |
 BZ1422|---------------------------------------------------------------------|
 BZ1422
 BZ1422                          SUPERSEDED SURVEY CONTROL
 BZ1422
 BZ1422  NAD 83(1986)-  31 33 53.71135(N)    096 53 35.92942(W) AD(       ) 1
 BZ1422  NAD 27      -  31 33 53.10800(N)    096 53 34.95100(W) AD(       ) 1
 BZ1422  NGVD 29 (07/19/86)  182.7    (m)          599.     (f) VERT ANG       
 BZ1422
 BZ1422.Superseded values are not recommended for survey control.
 BZ1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1422.See file dsdata.txt to determine how the superseded data were derived.
 BZ1422
 BZ1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV9994294136(NAD 83)
 BZ1422_MARKER: DS = TRIANGULATION STATION DISK
 BZ1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1422
 BZ1422  HISTORY     - Date     Condition        Report By
 BZ1422  HISTORY     - 1919     MONUMENTED       CGS
 BZ1422  HISTORY     - 1935     GOOD             CGS
 BZ1422  HISTORY     - 1937     GOOD             TXHD
 BZ1422  HISTORY     - 1942     GOOD             CGS
 BZ1422
 BZ1422                          STATION DESCRIPTION
 BZ1422
 BZ1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ1422'ABOUT 5 MILES NW OF MART, 1 MILE E OF BATTLE, 325 METERS
 BZ1422'(1,066 FEET) E 17 DEG S FROM J.M. DAVLINS HOUSE, ON TOP OF
 BZ1422'A CULTIVATED FIELD BELONGING TO MRS. A.J. THOMPSON OF MART,
 BZ1422'TEX.  SURFACE, AND UNDERGROUND MARKS ARE BRONZE DISK STATION
 BZ1422'MARKS IN CONCRETE.  REFERENCE MARK
 BZ1422'IS A BRONZE REFERENCE DISK IN CONCRETE, SET
 BZ1422'ON THE E SIDE OF THE ROAD WHICH LEADS W TO THE COUNTY LINE
 BZ1422'ROAD, UNDER THE WIRE FENCE, AND 4 METERS (13 FEET) FROM
 BZ1422'THE CENTER OF THE ROAD.  IT IS 234.74 METERS (770.1 FEET)
 BZ1422'FROM STATION.   MART WATER TANK, IS
 BZ1422'DISTANT 3.7 MILES FROM
 BZ1422'STATION.  ELEVATION OF STATION, 182.7 METERS (599 FEET).
 BZ1422
 BZ1422                          STATION RECOVERY (1935)
 BZ1422
 BZ1422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1422'THIS STATION WAS FOUND AS DESCRIBED, AND IS IN EXCELLENT
 BZ1422'CONDITION.  THE REFERENCE MARK WAS FOUND AS DESCRIBED AND
 BZ1422'IS LIKEWISE IN EXCELLENT CONDITION.  THE PRESENT DESCRIPTIONS
 BZ1422'OF THESE MARKS ARE ADEQUATE, AND ARE ALL THAT IS POSSIBLE
 BZ1422'TO GIVE.  THE STATION IS LOCATED IN THE CENTER OF A PLOWED
 BZ1422'FIELD, AND WAS FOUND COVERED OVER.  IT IS VERY LIKELY THAT
 BZ1422'IT WILL SOON BE COVERED OVER AGAIN.  THE LAND THE REFERENCE
 BZ1422'MARK IS LOCATED ON IS OWNED BY MR. T.B. COFFEE OF DALLAS,
 BZ1422'AND IS FARMED BY MR. BENNETT.  THE LAND THE STATION IS
 BZ1422'LOCATED ON IS OWNED BY MRS. MINNIE SUMMERS OF MART, TEXAS.
 BZ1422'THE HOUSE DESCRIBED AS OCCUPIED BY J.M. DAVLIN IS NOW
 BZ1422'OCCUPIED BY MR. BENNETT.  TO REACH THE BENNETT HOUSE FROM
 BZ1422'THE SETTLEMENT OF BATTLE, TAKE THE GRAVEL ROAD THAT LEADS NW
 BZ1422'OUT OF BATTLE ONE BLOCK NE OF THE STORE.  PASS YELLOW
 BZ1422'HOUSE ON THE LEFT AND FOLLOW PLAIN ROAD FOR 1 MILE TO A
 BZ1422'SHARP TURN TO THE LEFT.  TAKE THE DIRT ROAD LEADING TO
 BZ1422'THE RIGHT AT THIS TURN AND GO 0.1 MILE UP THE HILL TO
 BZ1422'THE BENNETT HOUSE.  THIS DIRT ROAD IS THE FIRST
 BZ1422'RIGHT-HAND ROAD OUT OF BATTLE.
 BZ1422
 BZ1422                          STATION RECOVERY (1937)
 BZ1422
 BZ1422'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1422'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 BZ1422'DESCRIPTION SATISFACTORY.
 BZ1422
 BZ1422                          STATION RECOVERY (1942)
 BZ1422
 BZ1422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 BZ1422'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK IS
 BZ1422'IN GOOD CONDITION.  THE OLD REFERENCE MARK WAS RECOVERED
 BZ1422'BUT IN POOR CONDITION AND IMPOSSIBLE TO REINFORCE IT.  TWO
 BZ1422'NEW REFERENCE MARKS WERE SET.  AT THE REQUEST OF THE PROPERTY
 BZ1422'OWNER THE SURFACE MARK WAS BURIED 1 FOOT BELOW SURFACE.  THE
 BZ1422'TANK IN MART IS SUITABLE FOR AN AZIMUTH.
 BZ1422'
 BZ1422'STATION IS LOCATED ABOUT 4 MILES NW OF MART AND ABOUT 13
 BZ1422'MILES E OF WACO ON PROPERTY OF MISS SUMMERS OF MART.  STATION
 BZ1422'IS ON THE HIGHEST PART OF THE HILL 12 PACES E OF A N-S FENCE
 BZ1422'LINE.  MARK IS STAMPED BATTLE 1919 1942.
 BZ1422'
 BZ1422'REFERENCE MARK NO. 1 IS 770 FEET N OF THE STATION IN A FENCE
 BZ1422'LINE ON THE N SIDE OF THE ROAD.  MARK IS 6 PACES N OF THE
 BZ1422'CENTER LINE OF THE ROAD ON THE EDGE OF THE ROADSIDE DITCH.
 BZ1422'MARK IS STAMPED BATTLE 1919 AND PROJECTS ABOUT 8 INCHES.
 BZ1422'
 BZ1422'REFERENCE MARK NO. 2 IS 430 FEET E OF THE STATION ON THE
 BZ1422'E SIDE OF THE FIELD IN A N-S FENCE LINE, 3 PACES S OF TWO
 BZ1422'12-INCH TREES, AND 78 PACES N OF THE SE CORNER OF THE FIELD.
 BZ1422'MARK IS STAMPED BATTLE NO. 2 1919 1942 AND PROJECTS ABOUT
 BZ1422'6 INCHES.
 BZ1422'
 BZ1422'REFERENCE MARK NO. 3 IS 320 FEET S OF THE STATION IN AN
 BZ1422'E-W FENCE LINE 13 PACES E OF THE FENCE CORNER.  MARK IS
 BZ1422'STAMPED BATTLE NO. 3 1919 1942 AND PROJECTS ABOUT 8 INCHES.
 BZ1422'
 BZ1422'TO REACH THE STATION FROM WACO GO E ON STATE ROUTE 6 FOR
 BZ1422'ABOUT 6 MILES TO ITS JUNCTION WITH STATE ROUTE 164, GO E
 BZ1422'ON STATE ROUTE 164 FOR 4.5 MILES TO A CROSS ROAD, TURN LEFT
 BZ1422'ON GRAVEL ROAD AND GO 1.1 MILES TO A T-ROAD, TURN LEFT AND
 BZ1422'GO 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.65
 BZ1422'MILE TO A T-ROAD, TURN RIGHT AND GO 0.1 MILE TO A T-ROAD,
 BZ1422'TURN LEFT AND GO 1.0 MILE TO A T-ROAD, TURN RIGHT AND GO
 BZ1422'0.05 MILE TO REFERENCE MARK NO. 1 ON THE LEFT AND THE STATION
 BZ1422'ON THE RIGHT AT THE TOP OF THE HILL IN A CULTIVATED FIELD.
 BZ1422'IN REAL DRY WEATHER WHEN THERE ARE NO CROPS IN THE FIELD
 BZ1422'IT IS POSSIBLE DRIVE TO THE STATION BY RETURNING TO THE
 BZ1422'LAST MENTIONED T-ROAD AND GOING LEFT, S, FOR 0.6 MILE TO A
 BZ1422'FARM ROAD LEFT JUST BEFORE REACHING A RAILROAD TRACK,
 BZ1422'TURN LEFT AND GO ABOUT 60 FEET TO A WIRE GATE, PASS
 BZ1422'THROUGH THE GATE AND GO 0.25 MILE TO A GATE TO A CATTLE
 BZ1422'LANE ON THE LEFT, MAKE A LEFT U TURN INTO THE LANE AND
 BZ1422'GO ABOUT 75 YARDS TO THE END OF THE LANE, TURN RIGHT AND
 BZ1422'GO ABOUT 50 YARDS TO A WIRE GATE, PASS THROUGH THE GATE
 BZ1422'AND PICK WAY NORTHERLY ACROSS THE FIELDS UP HILL TO THE
 BZ1422'STATION ON THE HIGHEST POINT OF THE HILL, A DISTANCE OF
 BZ1422'ABOUT 0.5 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0551 ***********************************************************************
 DP0551  DESIGNATION -  BATTLE
 DP0551  PID         -  DP0551
 DP0551  STATE/COUNTY-  TX/KENT
 DP0551  USGS QUAD   -  CLAIREMONT EAST (1981)
 DP0551
 DP0551                         *CURRENT SURVEY CONTROL
 DP0551  ___________________________________________________________________
 DP0551* NAD 83(1993)-  33 11 57.60322(N)    100 42 04.08433(W)     ADJUSTED  
 DP0551* NAVD 88     -       655.6    (meters)    2151.     (feet)  VERTCON   
 DP0551  ___________________________________________________________________
 DP0551  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 DP0551  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DP0551
 DP0551  HORZ ORDER  -  FIRST
 DP0551
 DP0551.The horizontal coordinates were established by classical geodetic methods
 DP0551.and adjusted by the National Geodetic Survey in February 1996..
 DP0551
 DP0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0551
 DP0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0551
 DP0551.The geoid height was determined by GEOID03.
 DP0551
 DP0551;                    North         East     Units Scale Factor Converg.
 DP0551;SPC TXNC     - 2,172,107.298   394,801.181   MT  0.99987593   -1 12 01.8
 DP0551;SPC TXNC     - 7,126,322.03  1,295,276.87   sFT  0.99987593   -1 12 01.8
 DP0551;UTM  14      - 3,674,674.633   341,436.000   MT  0.99991000   -0 55 54.0
 DP0551
 DP0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0551!SPC TXNC     -   0.99990124  x   0.99987593  =   0.99977719
 DP0551!UTM  14      -   0.99990124  x   0.99991000  =   0.99981125
 DP0551
 DP0551:                Primary Azimuth Mark                     Grid Az
 DP0551:SPC TXNC     -  JAYTON MUN TANK                          067 49 32.0
 DP0551:UTM  14      -  JAYTON MUN TANK                          067 33 24.2
 DP0551
 DP0551|---------------------------------------------------------------------|
 DP0551| PID    Reference Object                     Distance      Geod. Az  |
 DP0551|                                                           dddmmss.s |
 DP0551| DP0545 JAYTON MUN TANK                     APPROX.12.9 KM 0663730.2 |
 DP0551| CX7560 BATTLE RM 1                          10.655 METERS 19322     |
 DP0551| CX7561 BATTLE RM 2                          11.095 METERS 27728     |
 DP0551| CX7559 BATTLE AZ MK                                       2834211.8 |
 DP0551|---------------------------------------------------------------------|
 DP0551
 DP0551                          SUPERSEDED SURVEY CONTROL
 DP0551
 DP0551  NAD 83(1993)-  33 11 57.60539(N)    100 42 04.07993(W) AD(       ) 1
 DP0551  NAD 83(1986)-  33 11 57.60800(N)    100 42 04.07629(W) AD(       ) 1
 DP0551  NAD 27      -  33 11 57.26877(N)    100 42 02.65336(W) AD(       ) 1
 DP0551  NGVD 29 (07/19/86)  655.4    (m)         2150.     (f) VERT ANG       
 DP0551
 DP0551.Superseded values are not recommended for survey control.
 DP0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0551.See file dsdata.txt to determine how the superseded data were derived.
 DP0551
 DP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB4143674675(NAD 83)
 DP0551_MARKER: DS = TRIANGULATION STATION DISK
 DP0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0551_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0551
 DP0551  HISTORY     - Date     Condition        Report By
 DP0551  HISTORY     - 1968     MONUMENTED       CGS
 DP0551
 DP0551                          STATION DESCRIPTION
 DP0551
 DP0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0551'STATION IS LOCATED 21 MILES SOUTH-SOUTHEAST OF SPUR, 8 MILES
 DP0551'WEST-SOUTHWEST OF JAYTON, 3-1/2 MILES NORTHEAST OF CLAIREMONT
 DP0551'AND ON LAND OWNED BY THE WALLACE RANCH.
 DP0551'
 DP0551'TO REACH FROM THE POST OFFICE IN CLAIREMONT, GO EAST ON
 DP0551'U.S. HIGHWAY 380 FOR 2.6 MILES TO A SIDE ROAD AND A CATTLE GUARD
 DP0551'ON THE LEFT, AND SIGN ROBERT L. WOOD ETC. TURN LEFT CROSSING
 DP0551'CATTLE GUARD AND GO NORTH ON BLADED ROAD FOR 2.15 MILES TO A SIDE
 DP0551'ROAD RIGHT, CONTINUE AHEAD NORTH ON BLADED ROAD FOR 0.5 MILE TO
 DP0551'A CATTLE GUARD AND A FORK JUST AFTER CROSSING CATTLE GUARD,
 DP0551'(TAKE LEFT FORK ON BLADED ROAD NORTHWEST FOR 0.4 MILE TO THE
 DP0551'AZIMUTH MARK ON THE RIGHT), TAKE RIGHT FORK, NORTHEAST, FOR
 DP0551'0.35 MILE TO THE HIGHEST POINT AND THE STATION ON THE RIGHT.
 DP0551'
 DP0551'STATION MARK, A STANDARD DISK STAMPED BATTLE 1968, SET IN THE
 DP0551'TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES ABOVE THE
 DP0551'SURFACE OF THE GROUND.  IT IS 35.4 FEET SOUTH OF THE CENTER OF A
 DP0551'BLADED ROAD AND 6.6 FEET NORTH OF A 4X4 INCH WOODEN WITNESS POST.
 DP0551'
 DP0551'REFERENCE MARK 1, A STANDARD DISK STAMPED BATTLE NO 1 1968,
 DP0551'CEMENTED IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH
 DP0551'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET SOUTH OF
 DP0551'THE CENTER OF A BLADED ROAD AND 29.2 FEET SOUTH OF A WITNESS POST.
 DP0551'
 DP0551'REFERENCE MARK 2, A STANDARD DISK STAMPED BATTLE NO 2 1968,
 DP0551'CEMENTED IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS
 DP0551'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 39.3 FEET WEST OF A
 DP0551'WITNESS POST AND 29 FEET SOUTH OF THE CENTER OF A BLADED ROAD.
 DP0551'
 DP0551'AZIMUTH MARK, A STANDARD DISK STAMPED BATTLE 1968, SET IN THE
 DP0551'TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES ABOVE
 DP0551'THE GROUND SURFACE.  IT IS 89 FEET SOUTH OF THE CENTER OF A WIRE
 DP0551'GATE, 42 FEET EAST OF THE CENTER OF A BLADED ROAD, 2.5 NORTH OF A
 DP0551'METAL WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.
 DP0551'
 DP0551'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0779 ***********************************************************************
 EN0779  DESIGNATION -  BATTLE
 EN0779  PID         -  EN0779
 EN0779  STATE/COUNTY-  TX/BRISCOE
 EN0779  USGS QUAD   -  BRICE (1985)
 EN0779
 EN0779                         *CURRENT SURVEY CONTROL
 EN0779  ___________________________________________________________________
 EN0779* NAD 83(1993)-  34 38 41.23543(N)    100 59 12.51639(W)     ADJUSTED  
 EN0779* NAVD 88     -       698.     (meters)    2290.     (feet)  SCALED    
 EN0779  ___________________________________________________________________
 EN0779  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 EN0779  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EN0779
 EN0779  HORZ ORDER  -  SECOND
 EN0779
 EN0779.The horizontal coordinates were established by classical geodetic methods
 EN0779.and adjusted by the National Geodetic Survey in February 1996..
 EN0779
 EN0779.The orthometric height was scaled from a topographic map.
 EN0779
 EN0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0779
 EN0779.The geoid height was determined by GEOID03.
 EN0779
 EN0779;                    North         East     Units Scale Factor Converg.
 EN0779;SPC TX N     - 1,071,654.214   247,049.562   MT  1.00000121   +0 17 50.7
 EN0779;SPC TX N     - 3,515,918.87    810,528.44   sFT  1.00000121   +0 17 50.7
 EN0779;UTM  14      - 3,835,447.745   317,907.290   MT  1.00000870   -1 07 47.2
 EN0779
 EN0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0779!SPC TX N     -   0.99989473  x   1.00000121  =   0.99989594
 EN0779!UTM  14      -   0.99989473  x   1.00000870  =   0.99990343
 EN0779
 EN0779|---------------------------------------------------------------------|
 EN0779| PID    Reference Object                     Distance      Geod. Az  |
 EN0779|                                                           dddmmss.s |
 EN0779| CX7557 BATTLE RM 1                           8.354 METERS 16916     |
 EN0779| CX7558 BATTLE RM 2                           8.019 METERS 26218     |
 EN0779| CX7556 BATTLE AZ MK                                       2991434.5 |
 EN0779|---------------------------------------------------------------------|
 EN0779
 EN0779                          SUPERSEDED SURVEY CONTROL
 EN0779
 EN0779  NAD 83(1993)-  34 38 41.23741(N)    100 59 12.51394(W) AD(       ) 2
 EN0779  NAD 83(1986)-  34 38 41.24097(N)    100 59 12.50969(W) AD(       ) 2
 EN0779  NAD 27      -  34 38 41.03535(N)    100 59 10.99261(W) AD(       ) 2
 EN0779
 EN0779.Superseded values are not recommended for survey control.
 EN0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0779.See file dsdata.txt to determine how the superseded data were derived.
 EN0779
 EN0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD1790735448(NAD 83)
 EN0779_MARKER: DS = TRIANGULATION STATION DISK
 EN0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0779
 EN0779  HISTORY     - Date     Condition        Report By
 EN0779  HISTORY     - 1964     MONUMENTED       CGS
 EN0779
 EN0779                          STATION DESCRIPTION
 EN0779
 EN0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0779'STATION IS LOCATED, AIRLINE, ABOUT 18 MILES NORTH NORTHWEST OF
 EN0779'TURKEY, 17 MILES WEST SOUTHWEST OF LAKEVIEW, 3 MILES WEST OF STATE
 EN0779'HIGHWAY 256 AND 70 AND LIES BETWEEN THE PRAIRIE DOG TOWN FORK OF THE
 EN0779'RED RIVER AND BATTLE CREEK.  IT IS ON PROPERTY OWNED BY THE GRADY
 EN0779'BROTHERS.
 EN0779'
 EN0779'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 256 AND 70,
 EN0779'ABOUT 18 MILES SOUTH OF CLARENDON, GO SOUTHWESTERLY ON THE HIGHWAY
 EN0779'FOR 2.0 MILES TO A FORK.  TAKE THE RIGHT FORK, LEAVING THE HIGHWAY,
 EN0779'ON DIRT ROAD, AND GO 1.0 MILE TO A WHITE HOUSE ON THE RIGHT AND THE
 EN0779'ROAD TURNS LEFT.  CONTINUE ON THE MAIN ROAD FOR 1.2 MILES TO A
 EN0779'CATTLE GUARD ON THE RIGHT JUST BEFORE CROSSING A CREEK BED ( TO REACH
 EN0779'THE GRADY RESIDENCE TURN RIGHT, ACROSS CATTLE GUARD).  CONTINUE
 EN0779'WESTERLY, ON THE MAIN ROAD, FOR 0.6 MILE TO FORK.  TAKE THE RIGHT
 EN0779'FORK, MAIN ROAD, AND GO 1.7 MILES TO THE SECOND CATTLE GUARD.
 EN0779'CONTINUE FOR 0.15 MILE TO THE STATION ON THE LEFT.  TO REACH THE
 EN0779'AZIMUTH MARK, CONTINUE ON THE MAIN ROAD FOR 0.8 MILE TO A FORK AND
 EN0779'THE MARK ON THE LEFT SIDE OF THE ROAD.
 EN0779'
 EN0779'STATION MARK IS A STANDARD DISK, STAMPED BATTLE 1964, SET IN TOP OF A
 EN0779'12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 94 FEET
 EN0779'SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 12.5 FEET SOUTH OF
 EN0779'CENTERLINE OF A TRACK ROAD AND 4.0 FEET SOUTH OF A METAL WITNESS
 EN0779'POST.
 EN0779'
 EN0779'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BATTLE NO 1 1964, SET IN
 EN0779'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES AND ABOUT
 EN0779'THE SAME ELEVATION AS THE STATION.  IT IS 123 FEET SOUTH OF THE
 EN0779'CENTERLINE OF THE MAIN ROAD AND 40 FEET SOUTH OF THE CENTERLINE OF
 EN0779'THE TRACK ROAD.
 EN0779'
 EN0779'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BATTLE NO 2 1964, SET IN
 EN0779'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES AND ABOUT
 EN0779'THE SAME ELEVATION AS THE STATION.  IT IS 94 FEET SOUTH OF THE
 EN0779'CENTERLINE OF THE MAIN ROAD AND 12 FEET SOUTH OF THE CENTERLINE OF
 EN0779'THE TRACK ROAD.
 EN0779'
 EN0779'AZIMUTH MARK IS A STANDARD DISK, STAMPED BATTLE 1964, SET IN TOP OF
 EN0779'A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 87 FEET
 EN0779'WEST OF THE CENTER OF THE FORK JUNCTION, 16.0 FEET SOUTH OF THE
 EN0779'CENTERLINE OF THE MAIN ROAD, 12.5 FEET NORTH OF THE CENTERLINE OF
 EN0779'A TRACK ROAD AND 3.1 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1395 ***********************************************************************
 AB1395  DESIGNATION -  BATTY
 AB1395  PID         -  AB1395
 AB1395  STATE/COUNTY-  TX/KENEDY
 AB1395  USGS QUAD   -  SOUTH OF POTRERO LOPENO NE (1975)
 AB1395
 AB1395                         *CURRENT SURVEY CONTROL
 AB1395  ___________________________________________________________________
 AB1395* NAD 83(1993)-  26 38 42.21999(N)    097 18 18.91723(W)     ADJUSTED  
 AB1395* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AB1395  ___________________________________________________________________
 AB1395  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AB1395  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB1395
 AB1395  HORZ ORDER  -  THIRD
 AB1395
 AB1395.The horizontal coordinates were established by classical geodetic methods
 AB1395.and adjusted by the National Geodetic Survey in February 1996..
 AB1395
 AB1395.The orthometric height was scaled from a topographic map.
 AB1395
 AB1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1395
 AB1395.The geoid height was determined by GEOID03.
 AB1395
 AB1395;                    North         East     Units Scale Factor Converg.
 AB1395;SPC TX S     - 5,108,961.332   418,942.331   MT  0.99991397   +0 32 32.7
 AB1395;SPC TX S     -16,761,650.64  1,374,479.96   sFT  0.99991397   +0 32 32.7
 AB1395;UTM  14      - 2,948,242.494   668,683.960   MT  0.99995130   +0 45 36.8
 AB1395
 AB1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1395!SPC TX S     -   1.00000345  x   0.99991397  =   0.99991742
 AB1395!UTM  14      -   1.00000345  x   0.99995130  =   0.99995475
 AB1395
 AB1395|---------------------------------------------------------------------|
 AB1395| PID    Reference Object                     Distance      Geod. Az  |
 AB1395|                                                           dddmmss.s |
 AB1395| CV2933 BATTY RM 1                                         07911     |
 AB1395| AB1400 MW 02 1968                          APPROX. 5.7 KM 3430412.5 |
 AB1395|---------------------------------------------------------------------|
 AB1395
 AB1395                          SUPERSEDED SURVEY CONTROL
 AB1395
 AB1395  NAD 83(1986)-  26 38 42.23683(N)    097 18 18.88336(W) AD(       ) 3
 AB1395  NAD 27      -  26 38 41.01113(N)    097 18 17.95392(W) AD(       ) 3
 AB1395
 AB1395.Superseded values are not recommended for survey control.
 AB1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1395.See file dsdata.txt to determine how the superseded data were derived.
 AB1395
 AB1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6868448242(NAD 83)
 AB1395_MARKER: DE = TRAVERSE STATION DISK
 AB1395_SETTING: 0 = UNSPECIFIED SETTING
 AB1395
 AB1395  HISTORY     - Date     Condition        Report By
 AB1395  HISTORY     - 1968     MONUMENTED       CGS
 AB1395  HISTORY     - 1969     GOOD             CGS
 AB1395
 AB1395                          STATION DESCRIPTION
 AB1395
 AB1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1395'STATION BATTY 1968 IS LOCATED ON PADRE ISLAND, KENEDY COUNTY,
 AB1395'TEXAS, ABOUT 9.5 MILES NORTHEAST OF PORT MANSFIELD, ABOUT 5.5
 AB1395'MILES NORTHWEST OF THE NORTH JETTY OF PORT MANSFIELD CUT, AND
 AB1395'ABOUT 3.7 MILES SOUTH-SOUTHEAST OF AN OLD WRECK AND NEARBY BEACH
 AB1395'CABIN THAT IS SHOWN ON THE CHARTS AS A NAUTICAL LANDMARK, AND
 AB1395'LABELED BOILER.
 AB1395'
 AB1395'TO REACH STATION BY 4 WHEEL DRIVE VEHICLE ONLY FROM THE BOB
 AB1395'HALL PIER (ALSO CALLED NUECES COUNTY PARK PIER) OPPOSITE CORPUS
 AB1395'CHRISTI, GO SOUTH ALONG BEACH FOR 11 MILES TO ROAD LEADING TO
 AB1395'NORTH DISTRICT RANGER HEADQUARTERS, PADRE ISLAND NATIONAL
 AB1395'SEASHORE.  CONTINUE SOUTH ON BEACH FOR 57 MILES TO BOILER OF AN
 AB1395'OLD WRECK ON LEFT, AND BEACH CABIN ON RIGHT.  CONTINUE SOUTH
 AB1395'ALONG BEACH FOR 3.7 MILES TO STATION ON RIGHT.  THE FOLLOWING
 AB1395'PRECAUTIONS SHOULD BE OBSERVED--CARRY AT LEAST 30 GALLONS
 AB1395'OF EXTRA FUEL FOR EACH VEHICLE.  TAKE AT LEAST 2 DAYS SUPPLY OF
 AB1395'WATER AND EMERGENCY RATIONS.  BEWARE OF BAD SAND ON BEACH.
 AB1395'
 AB1395'BATTY IS A STANDARD TRAVERSE DISK STAMPED BATTY 1968 BRAZED
 AB1395'ONTO THE TOP OF A 10.5 FOOT 2 INCH GALVANIZED PIPE THAT IS
 AB1395'SUBMERGED 9.0 FEET AND PROJECTS 1.5 FEET.  IT IS LOCATED ON A
 AB1395'SAND FLAT 346 FEET WEST-SOUTHWEST OF THE MHWL, 83.46 FEET
 AB1395'WEST-SOUTHWEST OF BATTY R.M. 1, 15 FEET SOUTHEAST OF A 4 X 4
 AB1395'WITNESS POST, AND 15 FEET NORTHEAST OF ANOTHER 4 X 4 WITNESS
 AB1395'POST.
 AB1395'
 AB1395'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 AB1395'BATTY NO 1 1968 LEADED INTO THE TOP OF AN 8 FOOT 2 INCH GALVANIZED
 AB1395'PIPE THAT IS SUBMERGED 6.5 FEET AND PROJECTS 1.5 FEET.  IT IS
 AB1395'LOCATED ON A SAND FLAT 263 FEET WEST-SOUTHWEST OF THE MHWL, AND
 AB1395'83.46 FEET NORTH-NORTHEAST OF BATTY 1968.
 AB1395
 AB1395                          STATION RECOVERY (1969)
 AB1395
 AB1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB1395'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 AB1395'AND FOUND IN GOOD CONDITION.
 AB1395'
 AB1395'THE ORIGINAL DESCRIPTION ADEQUATELY DESCRIBES THE STATION.
 AB1395'
 AB1395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9.5
 AB1395'MILES NORTHEAST OF PORT MANSFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0721 ***********************************************************************
 BN0721  DESIGNATION -  BAUER
 BN0721  PID         -  BN0721
 BN0721  STATE/COUNTY-  TX/MASON
 BN0721  USGS QUAD   -  ART (1982)
 BN0721
 BN0721                         *CURRENT SURVEY CONTROL
 BN0721  ___________________________________________________________________
 BN0721* NAD 83(1993)-  30 43 01.95366(N)    099 00 24.27098(W)     ADJUSTED  
 BN0721* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 BN0721  ___________________________________________________________________
 BN0721  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 BN0721  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 BN0721
 BN0721  HORZ ORDER  -  FIRST
 BN0721
 BN0721.The horizontal coordinates were established by classical geodetic methods
 BN0721.and adjusted by the National Geodetic Survey in February 1996..
 BN0721
 BN0721.The orthometric height was scaled from a topographic map.
 BN0721
 BN0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0721
 BN0721.The geoid height was determined by GEOID03.
 BN0721
 BN0721;                    North         East     Units Scale Factor Converg.
 BN0721;SPC TX C     - 3,117,215.586   827,050.982   MT  0.99989397   +0 40 59.8
 BN0721;SPC TX C     -10,227,064.80  2,713,416.43   sFT  0.99989397   +0 40 59.8
 BN0721;UTM  14      - 3,398,262.332   499,354.482   MT  0.99960001   -0 00 12.4
 BN0721
 BN0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0721!SPC TX C     -   0.99993682  x   0.99989397  =   0.99983080
 BN0721!UTM  14      -   0.99993682  x   0.99960001  =   0.99953686
 BN0721
 BN0721|---------------------------------------------------------------------|
 BN0721| PID    Reference Object                     Distance      Geod. Az  |
 BN0721|                                                           dddmmss.s |
 BN0721| CV3735 BAUER RM 1                           19.448 METERS 01226     |
 BN0721| CV3734 BAUER AZ MK                                        1114134.2 |
 BN0721| BN0722 LOYAL MTN MICROWE RADIO MAST        APPROX.15.3 KM 1853615.3 |
 BN0721| CV5676 BAUER AZ MK 2                                      2165008.2 |
 BN0721| CV3736 BAUER RM 2                           24.391 METERS 22838     |
 BN0721|---------------------------------------------------------------------|
 BN0721
 BN0721                          SUPERSEDED SURVEY CONTROL
 BN0721
 BN0721  NAD 83(1986)-  30 43 01.96425(N)    099 00 24.25707(W) AD(       ) 1
 BN0721  NAD 27      -  30 43 01.32300(N)    099 00 23.07300(W) AD(       ) 1
 BN0721
 BN0721.Superseded values are not recommended for survey control.
 BN0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0721.See file dsdata.txt to determine how the superseded data were derived.
 BN0721
 BN0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9935498262(NAD 83)
 BN0721_MARKER: DS = TRIANGULATION STATION DISK
 BN0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0721_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0721
 BN0721  HISTORY     - Date     Condition        Report By
 BN0721  HISTORY     - 1935     MONUMENTED       CGS
 BN0721  HISTORY     - 1956     GOOD             CGS
 BN0721  HISTORY     - 1961     GOOD             CGS
 BN0721
 BN0721                          STATION DESCRIPTION
 BN0721
 BN0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0721'STATION IS LOCATED ON A WOODY AND ROCK-TOPPED HILL, THE HIGHEST
 BN0721'IN THE VICINITY 250 FEET S OF AN E AND W ROCK WALL AND 1/4 MILE
 BN0721'S OF HIGHWAY 29, 13-1/2 MILES A LITTLE SE OF MASON, AND 17 MILES
 BN0721'SSE OF FREDONIA, ON LAND OWNED BY FRANK BAUER.  MARK PROJECTS
 BN0721'10 INCHES ABOVE THE GROUND.
 BN0721'
 BN0721'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 BN0721'DISKS SET IN CONCRETE.
 BN0721'
 BN0721'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 BN0721'IN OUTCROPPING BEDROCK.
 BN0721'
 BN0721'REFERENCE MARK NO. 1 IS NE OF STATION.
 BN0721'
 BN0721'REFERENCE MARK NO. 2 IS SW OF STATION.
 BN0721'
 BN0721'LA PLACE AZIMUTH MARK IS W OF STATION, 28 FEET N OF CENTER
 BN0721'LINE OF ROAD, 4 FEET N OF FENCE LINE IN FENCE CORNER AND IS A
 BN0721'SQUARE MARK, PROJECTING 6 INCHES ABOVE THE GROUND.  TO REACH
 BN0721'AZIMUTH FROM LOCKED GATE ON HIGHWAY 29, N OF STATION GO 4.25
 BN0721'MILES E THROUGH TOWN OF CASTELL FOLLOWING HIGHWAY TOWARD
 BN0721'CHURCH.  MARK IS ON W SIDE OF ROAD AT FENCE CORNER.
 BN0721'
 BN0721'TO REACH STATION FROM THE COURTHOUSE IN MASON GO E ON HIGHWAY
 BN0721'29, 7.3 MILES AND PASS COMBINATION POST OFFICE AND FILLING
 BN0721'STATION IN ART, CONTINUE 5.8 MILES OR 0.4 MILE PAST CONCRETE
 BN0721'CULVERT TO GATES ON RIGHT AND LEFT, TURN RIGHT OFF HIGHWAY AND
 BN0721'FOLLOW ROAD S FOR 1.9 MILES TO THE SECOND FARM OCCUPIED BY
 BN0721'MR. FRANK BAUER.  STATION IS ABOUT 1.0 MILE N OF HERE ON TOP
 BN0721'OF HIGHEST HILL.  IT IS SUGGESTED THAT MR. BAUER BE ASKED TO
 BN0721'DIRECT WAY TO STATION AS IT IS DIFFICULT TO REACH.
 BN0721
 BN0721                          STATION RECOVERY (1956)
 BN0721
 BN0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0721'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AND FOUND
 BN0721'TO BE IN GOOD CONDITION.  THE LAPLACE AZIMUTH WAS NOT RECOVERED
 BN0721'AND WAS PROBABLY DESTROYED DURING ROAD IMPROVEMENT.  A USE
 BN0721'MARK (NAME UNKNOWN) WAS ESTABLISHED FOR AN AZIMUTH MARK.  THE
 BN0721'STATION NOW LIES 1-1/2 MILES SOUTH OF STATE HIGHWAY 29 INSTEAD
 BN0721'OF 1/4 MILE SOUTH AS NOTED IN THE ORIGINAL DESCRIPTION.
 BN0721'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 BN0721'
 BN0721'THE STATION IS ABOUT 17 MILES SOUTH-SOUTHEAST OF FREDONIA,
 BN0721'13-1/2 MILES EAST-SOUTHEAST OF MASON, 2-1/2 MILES WEST OF THE
 BN0721'VILLAGE OF CASTELL, 250 FEET SOUTH OF AN EAST-WEST ROCK WALL,
 BN0721'ON LAND OWNED BY FRANK BAUER AND ON THE HIGHEST POINT IN THE
 BN0721'IMMEDIATE VICINITY.
 BN0721'
 BN0721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 BN0721'STATE HIGHWAY 29 AT THE NORTHEAST CORNER OF THE COURTHOUSE IN
 BN0721'MASON, GO EAST ON HIGHWAY 29 FOR 6.85 MILES TO THE ART STORE
 BN0721'AND POSTOFFICE ON THE LEFT, CONTINUE EAST ON THE HIGHWAY FOR
 BN0721'5.0 MILES TO A CROSSROADS, TURN RIGHT, CROSS A CATTLE GUARD AND
 BN0721'GO SOUTHERLY ON A GRADED ROAD FOR 2.3 MILES TO THE AZIMUTH MARK
 BN0721'ON THE RIGHT.  CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 0.45
 BN0721'MILE TO A CATTLE GUARD ON THE LEFT AND A GRADED ROAD LEADING
 BN0721'NORTHERLY, TURN LEFT, CROSS THE CATTLE GUARD AND FOLLOW A
 BN0721'TRACK ROAD NORTHEASTERLY FOR 0.85 MILE TO A GAP IN THE ROCK
 BN0721'WALL, BEAR LEFT AND GO NORTHERLY ALONG THE WEST SIDE OF THE
 BN0721'ROCK WALL FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM
 BN0721'THIS POINT, PACK SOUTH-SOUTHEAST FOR ABOUT 10 MINUTES TO THE
 BN0721'HIGHEST POINT AND THE STATION.  A TRUCK CAN BE DRIVEN TO THE
 BN0721'STATION IF MR. BAUER IS AVAILABLE TO SHOW THE WAY.  MR.
 BN0721'BAUER LIVES ABOUT 1/2 SOUTHEAST OF THE STATION.
 BN0721'
 BN0721'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 BN0721'BAUER 1935.
 BN0721'
 BN0721'REFERENCE MARK 1 PROJECTS ABOUT 8 INCHES, AND THE DISK IS
 BN0721'STAMPED BAUER NO 1 1935.
 BN0721'
 BN0721'REFERENCE MARK 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BN0721'BAUER NO 2 1935.
 BN0721'
 BN0721'THE USE MARK IS 73 FEET WEST OF A TELEPHONE POLE, 35 FEET
 BN0721'SOUTHWEST OF THE CENTER OF THE ROAD AND 3 FEET SOUTH OF A 4 IN
 BN0721'X 4 IN WHITE WITNESS POST.  THE MARK IS A BRONZE DISK OF THE
 BN0721'UNITED STATES ENGINEER DEPARTMENT SET IN THE TOP OF A CONCRETE
 BN0721'POST THAT PROJECTS 4 INCHES, AND THE DISK IS NOT STAMPED.
 BN0721'
 BN0721'HEIGHT OF LIGHT ABOVE THE STATION MARK 14 METERS.
 BN0721
 BN0721                          STATION RECOVERY (1961)
 BN0721
 BN0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 BN0721'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 BN0721'CONDITION.  A NEW TO REACH FOLLOWS--
 BN0721'
 BN0721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 BN0721'STATE HIGHWAY 29 AT THE NORTHEAST CORNER OF THE COURTHOUSE
 BN0721'IN MASON, GO EAST ON HIGHWAY 29 FOR 6.85 MILES TO THE ART STORE
 BN0721'AND THE POST OFFICE ON THE LEFT, CONTINUE EAST ON THE HIGHWAY
 BN0721'FOR 5.0 MILES TO A CROSSROAD, TURN RIGHT AND CROSS A CATTLE
 BN0721'GUARD AND GO SOUTHERLY ON A GRADED ROAD FOR 2.3 MILES TO A
 BN0721'POINT WHERE THE ROAD BENDS LEFT AND THE AZIMUTH MARK ON THE
 BN0721'RIGHT.  CONTINUE FOR .45 MILE TO A CATTLEGUARD AND A TRACK
 BN0721'ROAD LEADING NORTHEAST.  TURN LEFT ON THE TRACK ROAD AND GO
 BN0721'NORTHEAST FOR 0.1 MILE TO A Y-INTERSECTION.  TURN RIGHT AND
 BN0721'GO EAST THROUGH MESQUITE TREES ON THE NORTH SIDE OF A POND
 BN0721'FOR 0.05 MILE TO A DITCH, CROSS DITCH AND CONTINUE EAST
 BN0721'ALONG THE NORTH SIDE OF AN EAST-WEST FENCE FOR 0.25 MILE TO
 BN0721'THE TOP OF THE GRADE ON THE SOUTH END OF A RIDGE LEADING
 BN0721'NORTH.  TURN LEFT AND GO NORTH ON THE CREST OF THE RIDGE,
 BN0721'FAVORING THE EAST SIDE OF THE CREST AND DODGING BETWEEN
 BN0721'BOULDERS AND TREES FOR 0.7 MILE TO THE TOP OF THE
 BN0721'MOUNTIAN AND THE STATION.
 BN0721'
 BN0721'*TO PACK TO STATION.  TAKE LEFT FORK AND CONTINUE NORTHERLY
 BN0721'ON TRACK ROAD FOR ABOUT 1.5 MILES, TURN RIGHT AND GO EAST TO
 BN0721'BASE OF MOUNTIAN.  PACK TO TOP OF MOUNTIAN AND STATION ABOUT
 BN0721'10 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0328 ***********************************************************************
 CA0328  DESIGNATION -  BAUGH
 CA0328  PID         -  CA0328
 CA0328  STATE/COUNTY-  TX/BROWN
 CA0328  USGS QUAD   -  LAKE BROWNWOOD (1987)
 CA0328
 CA0328                         *CURRENT SURVEY CONTROL
 CA0328  ___________________________________________________________________
 CA0328* NAD 83(1993)-  31 49 35.31847(N)    099 00 32.03153(W)     ADJUSTED  
 CA0328* NAVD 88     -       462.598  (meters)    1517.71   (feet)  ADJUSTED  
 CA0328  ___________________________________________________________________
 CA0328  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CA0328  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CA0328  DYNAMIC HT  -         461.997 (meters)    1515.74  (feet)  COMP
 CA0328  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 CA0328
 CA0328  HORZ ORDER  -  SECOND
 CA0328  VERT ORDER  -  SECOND    CLASS 0
 CA0328
 CA0328.The horizontal coordinates were established by classical geodetic methods
 CA0328.and adjusted by the National Geodetic Survey in February 1996..
 CA0328
 CA0328.The orthometric height was determined by differential leveling
 CA0328.and adjusted by the National Geodetic Survey in June 1991..
 CA0328
 CA0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0328
 CA0328.The geoid height was determined by GEOID03.
 CA0328
 CA0328.The dynamic height is computed by dividing the NAVD 88
 CA0328.geopotential number by the normal gravity value computed on the
 CA0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0328.degrees latitude (g = 980.6199 gals.).
 CA0328
 CA0328.The modeled gravity was interpolated from observed gravity values.
 CA0328
 CA0328;                    North         East     Units Scale Factor Converg.
 CA0328;SPC TX C     - 3,240,182.310   825,380.396   MT  0.99998522   +0 40 55.8
 CA0328;SPC TX C     -10,630,498.13  2,707,935.52   sFT  0.99998522   +0 40 55.8
 CA0328;UTM  14      - 3,521,202.315   499,157.991   MT  0.99960001   -0 00 16.9
 CA0328
 CA0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0328!SPC TX C     -   0.99993149  x   0.99998522  =   0.99991671
 CA0328!UTM  14      -   0.99993149  x   0.99960001  =   0.99953152
 CA0328
 CA0328:                Primary Azimuth Mark                     Grid Az
 CA0328:SPC TX C     -  BAUGH AZ MK                              058 05 05.3
 CA0328:UTM  14      -  BAUGH AZ MK                              058 46 18.0
 CA0328
 CA0328|---------------------------------------------------------------------|
 CA0328| PID    Reference Object                     Distance      Geod. Az  |
 CA0328|                                                           dddmmss.s |
 CA0328| CA0327 BAUGH AZ MK                                        0584601.1 |
 CA0328| CA0330 BAUGH RM 1                           37.734 METERS 12406     |
 CA0328| CA1046 BROWNWOOD E STORAGE WTR TANK        APPROX.13.4 KM 1770610.3 |
 CA0328| CA0329 BAUGH RM 2                           22.485 METERS 19106     |
 CA0328|---------------------------------------------------------------------|
 CA0328
 CA0328                          SUPERSEDED SURVEY CONTROL
 CA0328
 CA0328  NAD 83(1986)-  31 49 35.32827(N)    099 00 32.01763(W) AD(       ) 2
 CA0328  NAD 27      -  31 49 34.78100(N)    099 00 30.83200(W) AD(       ) 2
 CA0328  NGVD 29 (??/??/92)  462.507  (m)         1517.41   (f) ADJ UNCH    2 0
 CA0328
 CA0328.Superseded values are not recommended for survey control.
 CA0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0328.See file dsdata.txt to determine how the superseded data were derived.
 CA0328
 CA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9915821202(NAD 83)
 CA0328_MARKER: DS = TRIANGULATION STATION DISK
 CA0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0328_STAMPING: BAUGH 1944
 CA0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0328+STABILITY: SURFACE MOTION
 CA0328
 CA0328  HISTORY     - Date     Condition        Report By
 CA0328  HISTORY     - 1944     MONUMENTED       CGS
 CA0328  HISTORY     - 1944     GOOD             CGS
 CA0328  HISTORY     - 1957     GOOD             CGS
 CA0328
 CA0328                          STATION DESCRIPTION
 CA0328
 CA0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA0328'STATION IS LOCATED ABOUT 7.5 MILES N AND 2.0 MILES W OF BROWNWOOD,
 CA0328'AND ABOUT 0.5 MILE S OF LAKE BROWNWOOD DAM, ON PROPERTY OWNED AND
 CA0328'OCCUPIED BY GEORGE S. BAUGH.  IT IS ABOUT 200 FEET SW OF THE SW
 CA0328'CORNER OF THE BAUGH HOME SET IN THE E EDGE OF THE BARNYARD LOT,
 CA0328'15 FEET SW OF THE FENCE LINE, 50 FEET WNW OF THE WIRE GATE,
 CA0328'AND 30 FEET E OF A SCRUB OAK THICKET.  IT IS STAMPED BAUGH 1944
 CA0328'AND PROJECTS ABOUT 4 INCHES.
 CA0328'
 CA0328'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA0328'DISKS SET IN CONCRETE.
 CA0328'
 CA0328'REFERENCE MARK 1 IS S OF THE STATION, 20 FEET SE OF AN 8-INCH
 CA0328'SCRUB OAK TREE, AND 1 FOOT W OF THE FENCE LINE.  IT IS STAMPED
 CA0328'BAUGH NO 1 1944 AND PROJECTS ABOUT 5 INCHES.
 CA0328'
 CA0328'REFERENCE MARK 2 IS W OF THE STATION, SET IN A SMALL PATCH OF
 CA0328'SCRUB OAK TREES, 25 FEET S OF THE CENTER LINE OF THE FARM ROAD,
 CA0328'AND 2 FEET ENE OF A TRIANGULAR-BLAZED 12-INCH OAK TREE.  IT IS
 CA0328'STAMPED BAUGH NO 2 1944 AND PROJECTS ABOUT 6 INCHES.
 CA0328'
 CA0328'AZIMUTH MARK IS ABOUT 0.35 MILE S OF THE STATION, 0.05 MILE
 CA0328'SW OF THE PARK ENTRANCE, 30 FEET E OF THE CENTER LINE OF THE
 CA0328'GRADED DIRT ROAD, AND 1 FOOT W OF THE FENCE LINE.  IT IS STAMPED
 CA0328'BAUGH 1944 AND PROJECTS ABOUT 5 INCHES.  TO REACH FROM THE
 CA0328'STATION, GO BACK TO THE MAIN DIRT ROAD, TURN RIGHT AND GO W FOR
 CA0328'0.05 MILE TO THE MARK ON THE LEFT.
 CA0328'
 CA0328'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CA0328'AND 283 IN THE N EDGE OF BROWNWOOD, GO W ON U.S. HIGHWAY 67 FOR
 CA0328'0.75 MILE TO THE JUNCTION WITH STATE HIGHWAY 279 RIGHT, TURN RIGHT
 CA0328'AND GO NE ON HIGHWAY 279 FOR 0.55 MILE TO A BLACK-TOP ROAD RIGHT
 CA0328'AND SIGN TO BOAT DOCKS AND DAM.  TURN RIGHT AND FOLLOW
 CA0328'BLACK-TOPPED ROAD IN A NE DIRECTION FOR 7.1 MILES TO CROSSROADS
 CA0328'AT ENTRANCE TO PARK ON THE RIGHT.  TURN LEFT ON GRADED DIRT
 CA0328'ROAD FOR ABOUT 100 FEET, THENCE RIGHT THROUGH CATTLEGUARD AND
 CA0328'FOLLOW PRIVATE ROAD IN A N DIRECTION FOR 0.3 MILE TO A FORK
 CA0328'JUST BEFORE REACHING SECOND CATTLEGUARD JUST W OF THE BAUGH
 CA0328'HOME.  TURN LEFT ON ROAD PASSING THROUGH GATE INTO THE
 CA0328'BARNYARD LOT AND STATION ON THE RIGHT.
 CA0328'
 CA0328'OBSERVATIONS MADE FROM A 64-FOOT TOWER.
 CA0328'
 CA0328'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA0328
 CA0328                          STATION RECOVERY (1944)
 CA0328
 CA0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 CA0328'8.1 MI N FROM BROWNWOOD.
 CA0328'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF 279
 CA0328'WITH U. S. HIGHWAYS 67 AND 84 AT BROWNWOOD, THENCE 7.1 MILES NORTH
 CA0328'ALONG A BLACK TOP ROAD, THENCE 0.4 MILE SOUTHWEST ALONG A DIRT ROAD,
 CA0328'ON THE PROPERTY OF GEORGE S. BAUGH, BETWEEN THE BAUGH HOME AND BARN,
 CA0328'IN THE BARN LOT, 31 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD
 CA0328'LEADING THROUGH THE LOT, 44.8 FEET WEST OF THE NORTHWEST END OF A
 CA0328'GATE, 12.8 FEET SOUTH OF A FENCE LINE, AND 16 FEET SOUTHWEST OF A
 CA0328'WHITE REFERENCE POST.  A TRIANGULATION-STATION DISK, SET IN THE TOP OF
 CA0328'A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 CA0328
 CA0328                          STATION RECOVERY (1957)
 CA0328
 CA0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 CA0328'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 CA0328'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0327 ***********************************************************************
 CA0327  DESIGNATION -  BAUGH AZ MK
 CA0327  PID         -  CA0327
 CA0327  STATE/COUNTY-  TX/BROWN
 CA0327  USGS QUAD   -  LAKE BROWNWOOD (1987)
 CA0327
 CA0327                         *CURRENT SURVEY CONTROL
 CA0327  ___________________________________________________________________
 CA0327* NAD 83(1986)-  31 49 45.     (N)    099 00 17.     (W)     SCALED    
 CA0327* NAVD 88     -       454.952  (meters)    1492.62   (feet)  ADJUSTED  
 CA0327  ___________________________________________________________________
 CA0327  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CA0327  DYNAMIC HT  -         454.360 (meters)    1490.68  (feet)  COMP
 CA0327  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 CA0327
 CA0327  VERT ORDER  -  SECOND    CLASS 0
 CA0327
 CA0327.The horizontal coordinates were scaled from a topographic map and have
 CA0327.an estimated accuracy of +/- 6 seconds.
 CA0327
 CA0327.The orthometric height was determined by differential leveling
 CA0327.and adjusted by the National Geodetic Survey in June 1991..
 CA0327
 CA0327.The geoid height was determined by GEOID03.
 CA0327
 CA0327.The dynamic height is computed by dividing the NAVD 88
 CA0327.geopotential number by the normal gravity value computed on the
 CA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0327.degrees latitude (g = 980.6199 gals.).
 CA0327
 CA0327.The modeled gravity was interpolated from observed gravity values.
 CA0327
 CA0327;                    North         East    Units  Estimated Accuracy
 CA0327;SPC TX C     - 3,240,490.      825,770.      MT  (+/- 180 meters Scaled)
 CA0327
 CA0327                          SUPERSEDED SURVEY CONTROL
 CA0327
 CA0327  NGVD 29 (??/??/92)  454.860  (m)         1492.32   (f) ADJ UNCH    2 0
 CA0327
 CA0327.Superseded values are not recommended for survey control.
 CA0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0327.See file dsdata.txt to determine how the superseded data were derived.
 CA0327
 CA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA995215(NAD 83)
 CA0327_MARKER: DZ = AZIMUTH MARK DISK
 CA0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0327_STAMPING: BAUGH 1944
 CA0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0327+STABILITY: SURFACE MOTION
 CA0327
 CA0327  HISTORY     - Date     Condition        Report By
 CA0327  HISTORY     - 1944     MONUMENTED       CGS
 CA0327
 CA0327                          STATION DESCRIPTION
 CA0327
 CA0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0327'7.7 MI N FROM BROWNWOOD.
 CA0327'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF 279
 CA0327'WITH U. S. HIGHWAYS 67 AND 84 AT BROWNWOOD, THENCE 7.1 MILES NORTH
 CA0327'ALONG A BLACK TOP ROAD, THENCE 0.05 MILE SOUTH ALONG A DIRT ROAD, 25
 CA0327'FEET EAST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT WEST OF A FENCE
 CA0327'LINE.  AN AZIMUTH-MARK DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0330 ***********************************************************************
 CA0330  DESIGNATION -  BAUGH RM 1
 CA0330  PID         -  CA0330
 CA0330  STATE/COUNTY-  TX/BROWN
 CA0330  USGS QUAD   -  LAKE BROWNWOOD (1987)
 CA0330
 CA0330                         *CURRENT SURVEY CONTROL
 CA0330  ___________________________________________________________________
 CA0330* NAD 83(1986)-  31 49 36.     (N)    099 00 29.     (W)     SCALED    
 CA0330* NAVD 88     -       462.131  (meters)    1516.17   (feet)  ADJUSTED  
 CA0330  ___________________________________________________________________
 CA0330  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CA0330  DYNAMIC HT  -         461.530 (meters)    1514.20  (feet)  COMP
 CA0330  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 CA0330
 CA0330  VERT ORDER  -  SECOND    CLASS 0
 CA0330
 CA0330.The horizontal coordinates were scaled from a topographic map and have
 CA0330.an estimated accuracy of +/- 6 seconds.
 CA0330
 CA0330.The orthometric height was determined by differential leveling
 CA0330.and adjusted by the National Geodetic Survey in June 1991..
 CA0330
 CA0330.The geoid height was determined by GEOID03.
 CA0330
 CA0330.The dynamic height is computed by dividing the NAVD 88
 CA0330.geopotential number by the normal gravity value computed on the
 CA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0330.degrees latitude (g = 980.6199 gals.).
 CA0330
 CA0330.The modeled gravity was interpolated from observed gravity values.
 CA0330
 CA0330;                    North         East    Units  Estimated Accuracy
 CA0330;SPC TX C     - 3,240,200.      825,460.      MT  (+/- 180 meters Scaled)
 CA0330
 CA0330                          SUPERSEDED SURVEY CONTROL
 CA0330
 CA0330  NGVD 29 (??/??/92)  462.040  (m)         1515.88   (f) ADJ UNCH    2 0
 CA0330
 CA0330.Superseded values are not recommended for survey control.
 CA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0330.See file dsdata.txt to determine how the superseded data were derived.
 CA0330
 CA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA992212(NAD 83)
 CA0330_MARKER: DR = REFERENCE MARK DISK
 CA0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0330_STAMPING: BAUGH NO. 1 1944
 CA0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0330+STABILITY: SURFACE MOTION
 CA0330
 CA0330  HISTORY     - Date     Condition        Report By
 CA0330  HISTORY     - 1944     MONUMENTED       CGS
 CA0330
 CA0330                          STATION DESCRIPTION
 CA0330
 CA0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0330'8.1 MI N FROM BROWNWOOD.
 CA0330'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF 279
 CA0330'WITH U. S. HIGHWAYS 67 AND 84 AT BROWNWOOD, THENCE 7.1 MILES NORTH
 CA0330'ALONG A BLACK TOP ROAD, THENCE 0.4 MILE SOUTHWEST ALONG A DIRT ROAD TO
 CA0330'THE GEORGE S. BAUGH HOME, IN THE BARN LOT BETWEEN THE BARN AND THE
 CA0330'HOUSE, 123.80 FEET EAST OF THE STATION, AND 8 FEET WEST OF A FENCE
 CA0330'LINE.  A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST
 CA0330'PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0329 ***********************************************************************
 CA0329  DESIGNATION -  BAUGH RM 2
 CA0329  PID         -  CA0329
 CA0329  STATE/COUNTY-  TX/BROWN
 CA0329  USGS QUAD   -  LAKE BROWNWOOD (1987)
 CA0329
 CA0329                         *CURRENT SURVEY CONTROL
 CA0329  ___________________________________________________________________
 CA0329* NAD 83(1986)-  31 49 35.     (N)    099 00 32.     (W)     SCALED    
 CA0329* NAVD 88     -       462.642  (meters)    1517.85   (feet)  ADJUSTED  
 CA0329  ___________________________________________________________________
 CA0329  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CA0329  DYNAMIC HT  -         462.041 (meters)    1515.88  (feet)  COMP
 CA0329  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 CA0329
 CA0329  VERT ORDER  -  SECOND    CLASS 0
 CA0329
 CA0329.The horizontal coordinates were scaled from a topographic map and have
 CA0329.an estimated accuracy of +/- 6 seconds.
 CA0329
 CA0329.The orthometric height was determined by differential leveling
 CA0329.and adjusted by the National Geodetic Survey in June 1991..
 CA0329
 CA0329.The geoid height was determined by GEOID03.
 CA0329
 CA0329.The dynamic height is computed by dividing the NAVD 88
 CA0329.geopotential number by the normal gravity value computed on the
 CA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0329.degrees latitude (g = 980.6199 gals.).
 CA0329
 CA0329.The modeled gravity was interpolated from observed gravity values.
 CA0329
 CA0329;                    North         East    Units  Estimated Accuracy
 CA0329;SPC TX C     - 3,240,170.      825,380.      MT  (+/- 180 meters Scaled)
 CA0329
 CA0329                          SUPERSEDED SURVEY CONTROL
 CA0329
 CA0329  NGVD 29 (??/??/92)  462.552  (m)         1517.56   (f) ADJ UNCH    2 0
 CA0329
 CA0329.Superseded values are not recommended for survey control.
 CA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0329.See file dsdata.txt to determine how the superseded data were derived.
 CA0329
 CA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA991211(NAD 83)
 CA0329_MARKER: DR = REFERENCE MARK DISK
 CA0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0329_STAMPING: BAUGH NO. 2 1944
 CA0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0329+STABILITY: SURFACE MOTION
 CA0329
 CA0329  HISTORY     - Date     Condition        Report By
 CA0329  HISTORY     - 1944     MONUMENTED       CGS
 CA0329
 CA0329                          STATION DESCRIPTION
 CA0329
 CA0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0329'8.1 MI N FROM BROWNWOOD.
 CA0329'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF 279
 CA0329'WITH U. S. HIGHWAY 67 AND 84 AT BROWNWOOD, THENCE 7.1 MILES NORTH
 CA0329'ALONG A BLACK TOP ROAD, THENCE 0.4 MILE SOUTHWEST ALONG A DIRT ROAD TO
 CA0329'THE GEORGE S. BAUGH HOME, IN THE BARN LOT BETWEEN THE BARN AND HOUSE,
 CA0329'73.80 FEET SOUTH OF THE STATION, 29 FEET SOUTHEAST OF THE CENTER LINE
 CA0329'OF THE ROAD, AND 3 FEET NORTH OF A 12-INCH TRIANGLE-BLAZED MESQUITE
 CA0329'TREE.  A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1273 ***********************************************************************
 DM1273  DESIGNATION -  BAXLEY
 DM1273  PID         -  DM1273
 DM1273  STATE/COUNTY-  TX/TITUS
 DM1273  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM1273
 DM1273                         *CURRENT SURVEY CONTROL
 DM1273  ___________________________________________________________________
 DM1273* NAD 83(1993)-  33 13 56.60279(N)    094 59 40.94841(W)     ADJUSTED  
 DM1273* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 DM1273  ___________________________________________________________________
 DM1273  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DM1273  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DM1273
 DM1273  HORZ ORDER  -  FIRST
 DM1273
 DM1273.The horizontal coordinates were established by classical geodetic methods
 DM1273.and adjusted by the National Geodetic Survey in February 1996..
 DM1273
 DM1273.The orthometric height was scaled from a topographic map.
 DM1273
 DM1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1273
 DM1273.The geoid height was determined by GEOID03.
 DM1273
 DM1273;                    North         East     Units Scale Factor Converg.
 DM1273;SPC TXNC     - 2,179,072.769   926,618.741   MT  0.99987758   +1 54 42.4
 DM1273;SPC TXNC     - 7,149,174.58  3,040,081.65   sFT  0.99987758   +1 54 42.4
 DM1273;UTM  15      - 3,678,823.675   314,137.613   MT  1.00002593   -1 05 36.5
 DM1273
 DM1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1273!SPC TXNC     -   0.99997909  x   0.99987758  =   0.99985667
 DM1273!UTM  15      -   0.99997909  x   1.00002593  =   1.00000502
 DM1273
 DM1273|---------------------------------------------------------------------|
 DM1273| PID    Reference Object                     Distance      Geod. Az  |
 DM1273|                                                           dddmmss.s |
 DM1273| CX4983 BAXLEY RM 1                          22.391 METERS 08718     |
 DM1273| CX4982 BAXLEY AZ MK                                       1312422.5 |
 DM1273| DM1272 MOUNT PLEASANT MUN STANDPIPE        APPROX. 7.2 KM 1662522.1 |
 DM1273| CX4984 BAXLEY RM 2                          27.158 METERS 26716     |
 DM1273|---------------------------------------------------------------------|
 DM1273
 DM1273                          SUPERSEDED SURVEY CONTROL
 DM1273
 DM1273  NAD 83(1993)-  33 13 56.60544(N)    094 59 40.94530(W) AD(       ) 1
 DM1273  NAD 83(1986)-  33 13 56.60717(N)    094 59 40.93533(W) AD(       ) 1
 DM1273  NAD 27      -  33 13 56.18500(N)    094 59 40.16500(W) AD(       ) 1
 DM1273
 DM1273.Superseded values are not recommended for survey control.
 DM1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1273.See file dsdata.txt to determine how the superseded data were derived.
 DM1273
 DM1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1413878824(NAD 83)
 DM1273_MARKER: DS = TRIANGULATION STATION DISK
 DM1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1273
 DM1273  HISTORY     - Date     Condition        Report By
 DM1273  HISTORY     - 1935     MONUMENTED       CGS
 DM1273  HISTORY     - 1935     GOOD             TXGS
 DM1273  HISTORY     - 1950     GOOD             CGS
 DM1273  HISTORY     - 1951     GOOD             CGS
 DM1273  HISTORY     - 1952     GOOD             CGS
 DM1273  HISTORY     - 1956     POOR             CGS
 DM1273  HISTORY     - 1964     SEE DESCRIPTION  USGS
 DM1273  HISTORY     - 1966     SEE DESCRIPTION  CGS
 DM1273  HISTORY     - 1974     GOOD             TXHD
 DM1273
 DM1273                          STATION DESCRIPTION
 DM1273
 DM1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1273'THIS STATION IS ABOUT 5 MILES NNW OF MOUNT PLEASANT AND
 DM1273'ABOUT 1 MILE S OF GREEN HILL, ON THE TOP OF A HILL, ON WHICH
 DM1273'IS A SMALL PEACH ORCHARD, 0.2 MILE W OF U.S. HIGHWAY 271.
 DM1273'THE PROPERTY IS OCCUPIED BY MR. BAXLEY.  THE STATION MARK
 DM1273'IS ABOUT 250 YARDS W OF MR. BAXLEYS HOUSE, 1 FOOT N OF E
 DM1273'AND W FENCE LINE BETWEEN TWO FIELDS AT THE S EDGE OF PEACH
 DM1273'ORCHARD.  THE MARK PROJECTS 4 INCHES.
 DM1273'
 DM1273'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1273'BRONZE DISKS SET IN CONCRETE.
 DM1273'
 DM1273'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT N OF FENCE
 DM1273'LINE.  THE MARK PROJECTS 3 INCHES.
 DM1273'
 DM1273'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT N OF FENCE
 DM1273'LINE.  THE MARK PROJECTS 1 INCH.  THE REFERENCE MARKS AND
 DM1273'STATION MARK ARE ON LINE.
 DM1273'
 DM1273'THE AZIMUTH MARK IS SE OF THE STATION, ALONG RIGHT-OF-WAY
 DM1273'OF U.S. HIGHWAY 271, 0.15 MILE S OF MR. BAXLEYS HOUSE, AT
 DM1273'E EDGE OF FIELD, WHICH IS JUST S OF STATION, 39 FEET W OF
 DM1273'CENTER LINE OF U.S. HIGHWAY 271, 1 FOOT E OF W RIGHT-OF-WAY
 DM1273'FENCE LINE.  THE MARK PROJECTS 5 INCHES.
 DM1273'
 DM1273'TO REACH THE STATION FROM THE NE CORNER OF THE SQUARE IN
 DM1273'MOUNT PLEASANT, GO N ON U.S. HIGHWAYS 67 AND 271 0.75 MILE
 DM1273'TO POINT WHERE U.S. HIGHWAY 67 TURNS E, CONTINUE N ON U.S.
 DM1273'HIGHWAY 271 4.6 MILES TO MR. BAXLEYS HOUSE ON W, TURN W
 DM1273'ON DRIVE TO HOUSE AND CONTINUE W ALONG N SIDE OF E AND W
 DM1273'FENCE LINE 0.2 MILE TO STATION AT S SIDE OF PEACH ORCHARD.
 DM1273'
 DM1273'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 DM1273
 DM1273                          STATION RECOVERY (1935)
 DM1273
 DM1273'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 DM1273'ORIGINAL DESCRIPTION GOOD, EXCEPT THE NAME OF THE OWNER
 DM1273'OF THE PROPERTY SHOULD BE CHANGED FROM MR. BAXLEY TO MISS
 DM1273'THELMA BAXLEY.
 DM1273
 DM1273                          STATION RECOVERY (1950)
 DM1273
 DM1273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DM1273'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DM1273'IN GOOD CONDITION.
 DM1273
 DM1273                          STATION RECOVERY (1951)
 DM1273
 DM1273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1273'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DM1273'IN GOOD CONDITION.  THE STATION WAS USED AS A CHECK ANGLE
 DM1273'STATION ONLY, AND WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 DM1273'THE LAND IS NOW OWNED BY MR. R.B. GILPIN.  THE FENCE LINE
 DM1273'MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED,
 DM1273'ALSO THE PEACH ORCHARD, AND THE LAND IS NOW ONE LARGE CULTIVATED
 DM1273'FIELD.  ALSO U.S. HIGHWAY 271 HAS BEEN REROUTED AND NOW
 DM1273'IS ABOUT 2 MILES WEST OF THE STATION INSTEAD OF JUST EAST
 DM1273'OF THE STATION AS IT DID IN 1935.  A NEW DESCRIPTION OF
 DM1273'HOW TO REACH THE STATION FOLLOWS.
 DM1273'
 DM1273'THE STATION MAY BE REACHED FROM MOUNT PLEASANT, FROM THE
 DM1273'JUNCTION OF U.S. HIGHWAYS 67 AND 271 AT THE NORTH EDGE OF
 DM1273'THE TOWN, BY GOING NORTH ON U.S. HIGHWAY 271 FOR 0.55 MILE
 DM1273'TO A FORKS.  TAKE RIGHT FORK ON HARD SURFACED ROAD AND GO
 DM1273'NORTHERLY FOR 3.25 MILES TO A T-ROAD TO THE RIGHT.  THENCE
 DM1273'CONTINUE ON MAIN ROAD FOR 0.65 MILE TO THE AZIMUTH MARK
 DM1273'ON THE LEFT.  CONTINUE NORTH FOR 0.15 MILE TO A WHITE HOUSE
 DM1273'ON THE LEFT.  TURN LEFT TO THE HOUSE AND CONTINUE WEST TO
 DM1273'THE TOP OF THE HILL AND THE STATION SITE.
 DM1273
 DM1273                          STATION RECOVERY (1952)
 DM1273
 DM1273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WWA)
 DM1273'ORIGINAL DESCRIPTION SEEMS TO BE APPROXIMATELY CORRECT WITH
 DM1273'THESE EXCEPTIONS--
 DM1273'
 DM1273'1.  THE HOUSE USED IN DESCRIPTION IS NOW OWNED AND LIVED
 DM1273'IN BY MRS. GILPIN.
 DM1273'
 DM1273'2.  EAST AND WEST FENCE LINE DOES NOT EXIST AT PRESENT TIME.
 DM1273'
 DM1273'3.  U.S. 271 AS USED IN DESCRIPTION IS NOW PAVED COUNTY
 DM1273'ROAD.  AT ONE TIME WAS OLD U.S. 271.
 DM1273
 DM1273                          STATION RECOVERY (1956)
 DM1273
 DM1273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1273'THE STATION WAS RECOVERED IN FAIR CONDITION.  IT HAS BEEN
 DM1273'HIT BY A PLOW BUT IS STILL IN SAME LOCATION.  REFERENCE
 DM1273'MARK NO. 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 DM1273'BUT REFERENCE MARK NO. 2 HAS BEEN PLOWED UP.  THE AZIMUTH
 DM1273'MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1273'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1273
 DM1273                          STATION RECOVERY (1964)
 DM1273
 DM1273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM1273'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  SURFACE
 DM1273'MARK WAS FOUND TO BE LEANING SLIGHTLY.  STATION MARK WAS
 DM1273'REPLACED BUT IT WAS NOT PLUMBED OVER THE UNDERGROUND MARK.
 DM1273
 DM1273                          STATION RECOVERY (1966)
 DM1273
 DM1273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 DM1273'THE SURFACE STATION MARK WAS FOUND TO BE DESTROYED.  THE
 DM1273'UNDERGROUND STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND
 DM1273'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DM1273'CONDITION.  THE SUB-STATION MARK WAS HELD INTACT AND A NEW
 DM1273'SURFACE MARK WAS REMARKED DIRECTLY OVER THE SUB MARK.  A
 DM1273'COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 5 MILES
 DM1273'NORTH OF MOUNT PLEASANT, 1/4 MILE WEST OF F.M. HIGHWAY 2152,
 DM1273'AND ON LAND OWNED BY MR. J.H. REID.
 DM1273'
 DM1273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DM1273'67 AND 271 IN MOUNT PLEASANT, GO NORTH ON U.S. HIGHWAY 271
 DM1273'FOR 0.6 MILE TO THE JUNCTION OF F.M. HIGHWAY 2152.  THENCE
 DM1273'GO NORTHERLY ON F.M. HIGHWAY 2152 FOR 3.7 MILES TO THE AZIMUTH
 DM1273'MARK ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.15
 DM1273'MILE TO THE HOME OF MR. J.H. REID.  TURN LEFT, INTO DRIVEWAY,
 DM1273'KEEPING TO THE LEFT OF GARAGE, GO ABOUT 50 YARDS TO A GATE.
 DM1273'PASS THROUGH THE GATE AND GO 0.15 MILE ACROSS PASTURE LAND
 DM1273'TO THE HIGHEST PART OF HILL AND THE STATION.
 DM1273'
 DM1273'SURFACE STATION MARK, A STANDARD DISK, STAMPED BAXLEY 1935
 DM1273'1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 DM1273'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 270
 DM1273'FEET NORTH OF AN EAST-WEST FENCE LINE.  THE UNDERGROUND
 DM1273'STATION MARK, A STANDARD DISK, STAMPED BAXLEY 1935, IS SET
 DM1273'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 DM1273'OF THE GROUND.
 DM1273'
 DM1273'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED BAXLEY NO
 DM1273'1 1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 DM1273'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 270
 DM1273'FEET NORTH OF THE EAST-WEST FENCE LINE.
 DM1273'
 DM1273'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED BAXLEY NO
 DM1273'2 1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS
 DM1273'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 270 FEET NORTH
 DM1273'OF THE EAST-WEST FENCE LINE.
 DM1273'
 DM1273'AZIMUTH MARK, A STANDARD DISK, STAMPED BAXLEY 1935, IS SET
 DM1273'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 2
 DM1273'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 39 FEET WEST
 DM1273'OF THE CENTER LINE OF F.M. HIGHWAY 2152, 69 FEET NORTH OF
 DM1273'A T-FENCE CORNER, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 DM1273'LINE.
 DM1273'
 DM1273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 DM1273'NORTH
 DM1273
 DM1273                          STATION RECOVERY (1974)
 DM1273
 DM1273'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (CLJ)
 DM1273'BAXLEY 1935-GOOD
 DM1273'
 DM1273'R.M. 1 AND 2-GOOD
 DM1273'
 DM1273'AZIMUTH MARK-GOOD
 DM1273'
 DM1273'DIRECTIONS FOR LOCATING MARK ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2253 ***********************************************************************
 AN2253  DESIGNATION -  BAY
 AN2253  PID         -  AN2253
 AN2253  STATE/COUNTY-  TX/CALHOUN
 AN2253  USGS QUAD   -  OLIVIA (1995)
 AN2253
 AN2253                         *CURRENT SURVEY CONTROL
 AN2253  ___________________________________________________________________
 AN2253* NAD 83(1993)-  28 39 35.92580(N)    096 24 49.87161(W)     ADJUSTED  
 AN2253* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AN2253  ___________________________________________________________________
 AN2253  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AN2253  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN2253
 AN2253  HORZ ORDER  -  SECOND
 AN2253
 AN2253.The horizontal coordinates were established by classical geodetic methods
 AN2253.and adjusted by the National Geodetic Survey in February 1996..
 AN2253
 AN2253.The orthometric height was scaled from a topographic map.
 AN2253
 AN2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2253
 AN2253.The geoid height was determined by GEOID03.
 AN2253
 AN2253;                    North         East     Units Scale Factor Converg.
 AN2253;SPC TXSC     - 4,094,411.319   852,773.793   MT  0.99993210   +1 16 01.1
 AN2253;SPC TXSC     -13,433,081.14  2,797,808.69   sFT  0.99993210   +1 16 01.1
 AN2253;UTM  14      - 3,173,052.244   752,757.110   MT  1.00038849   +1 14 27.6
 AN2253
 AN2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2253!SPC TXSC     -   1.00000377  x   0.99993210  =   0.99993587
 AN2253!UTM  14      -   1.00000377  x   1.00038849  =   1.00039226
 AN2253
 AN2253|---------------------------------------------------------------------|
 AN2253| PID    Reference Object                     Distance      Geod. Az  |
 AN2253|                                                           dddmmss.s |
 AN2253| CV5990 BAY RM 2                             16.250 METERS 00139     |
 AN2253| AN2254 WILLIAM SELLS HOUSE CUPOLA          APPROX. 6.0 KM 0035307.4 |
 AN2253| AN2251 KARANKAWA CLUB HOUSE W GABLE        APPROX. 3.2 KM 0782902.6 |
 AN2253| AN2242 SCHICKS HOUSE CHIMNEY               APPROX. 5.9 KM 1053256.5 |
 AN2253| AN2241 KARANKAWA BAY ENTRANCE E BCN        APPROX. 5.7 KM 1300242.2 |
 AN2253| AN2250 DISTRICT 1 SCHOOL FLAGPOLE          APPROX. 2.3 KM 2962630.7 |
 AN2253| CV5989 BAY RM 1                             30.700 METERS 30131     |
 AN2253|---------------------------------------------------------------------|
 AN2253
 AN2253                          SUPERSEDED SURVEY CONTROL
 AN2253
 AN2253  NAD 83(1986)-  28 39 35.93400(N)    096 24 49.85218(W) AD(       ) 2
 AN2253  NAD 27      -  28 39 34.95300(N)    096 24 48.95300(W) AD(       ) 2
 AN2253
 AN2253.Superseded values are not recommended for survey control.
 AN2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2253.See file dsdata.txt to determine how the superseded data were derived.
 AN2253
 AN2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5275773052(NAD 83)
 AN2253_MARKER: DS = TRIANGULATION STATION DISK
 AN2253_SETTING: 0 = UNSPECIFIED SETTING
 AN2253
 AN2253  HISTORY     - Date     Condition        Report By
 AN2253  HISTORY     - 1934     MONUMENTED       CGS
 AN2253  HISTORY     - 1938     GOOD             WESGEO
 AN2253  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AN2253  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2253  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2253
 AN2253                          STATION DESCRIPTION
 AN2253
 AN2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN2253'ON THE W SHORE OF CARANCAHUA BAY, ABOUT 2.5 MILES E OF OLIVIA,
 AN2253'ABOUT 4.4 MILES S OF STATE HIGHWAY 57 (PORT LAVACA-PALACIOS).
 AN2253'IT IS ON THE S SIDE OF E-W SECTION-LINE ROAD WHICH IS 0.7
 AN2253'MILE S OF LARGE BRICK SCHOOL.  STATION IS ABOUT 600 FEET
 AN2253'W OF HIGH-WATER LINE OF THE BAY, MEASURED ALONG THE CENTER
 AN2253'LINE OF THE ROAD (PRODUCED).  IT IS 20.8 METERS S OF THE
 AN2253'CENTER LINE OF THE ROAD, 5.4 METERS W OF THE SW CORNER OF
 AN2253'THE FRAME DWELLING DIRECTLY E OF THE STATION, AND 1.9 METERS
 AN2253'W OF THE W FENCE OF THE GARDEN W OF THE HOUSE.  MARK PROJECTS
 AN2253'6 INCHES ABOVE GROUND.
 AN2253'
 AN2253'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2253'SET IN CONCRETE.
 AN2253'
 AN2253'REFERENCE MARK 1 IS 4.5 METERS S OF THE CENTER LINE OF ROAD
 AN2253'END AND ABOUT 27.4 METERS W OF THE W SIDE OF THE HOUSE, MEASURED
 AN2253'ALONG THE CENTER LINE OF THE ROAD.  MARK PROJECTS ABOUT 6
 AN2253'INCHES ABOVE GROUND.
 AN2253'
 AN2253'REFERENCE MARK 2 IS 4.5 METERS S OF THE CENTER LINE OF THE
 AN2253'ROAD, ABOUT 6.8 METERS W OF THE W SIDE OF THE HOUSE (MEASURED
 AN2253'ALONG THE CENTER LINE OF THE ROAD), AND ABOUT 1.4 METERS
 AN2253'W OF THE NW FENCE CORNER OF THE GARDEN FENCE.  MARK PROJECTS
 AN2253'ABOUT 6 INCHES ABOVE GROUND.
 AN2253'
 AN2253'TO REACH STATION FROM PORT LAVACA GO 13.1 MILES E OF STATE
 AN2253'HIGHWAY 57 TO THE INTERSECTION OF STATE HIGHWAY 111 (LA
 AN2253'WARD-OLIVIA ROAD).  THENCE S ON HIGHWAY 111 FOR ABOUT 3.4
 AN2253'MILES.  THENCE E ON SECTION-LINE ROAD 0.9 MILE.  THENCE S
 AN2253'1.0 MILE.  AND THENCE E FOR 1.3 MILES TO STATION.
 AN2253
 AN2253                          STATION RECOVERY (1938)
 AN2253
 AN2253'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2253'RECOVERED AS DESCRIBED.
 AN2253
 AN2253                          STATION RECOVERY (1961)
 AN2253
 AN2253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 AN2253'THE TOP OF THE STATION MARKER HAS BEEN SCRAPED OFF AND STAMPED
 AN2253'DISK IS LOST.  STATION IS 83 FEET SOUTH OF INTERSECTION
 AN2253'OF SPUR 159 WITH A NORTHEAST-SOUTHWEST ROAD AND IS ALSO
 AN2253'27 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST-SOUTHWEST
 AN2253'ROAD.  REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.
 AN2253'IT IS 115 FEET WEST OF INTERSECTION AND 25 FEET SOUTH OF
 AN2253'CENTERLINE OF SPUR 159.  REFERENCE MARK NO. 2 WAS PROBABLY
 AN2253'REMOVED WHEN THE NORTHEAST-SOUTHWEST ROAD WAS BUILT.  DID
 AN2253'NOT RECOVER THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING
 AN2253'TO STATION SITE ARE CORRECT.
 AN2253
 AN2253                          STATION RECOVERY (1969)
 AN2253
 AN2253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2253'THE STATION SITE WAS VISITED.  AT THE LOCATION OF THE STATION
 AN2253'AS DESCRIBED IN 1961 PARTS OF THE CONCRETE MONUMENT WERE
 AN2253'FOUND AND DUG UP.  NO SIGN OF A DISK OR OF THE UNDERGROUND
 AN2253'MARK COULD BE FOUND.  AT THE LOCATION OF REFERENCE MARK 1
 AN2253'PARTS OF THAT MONUMENT WERE FOUND BUT NO DISK WAS SEEN.
 AN2253'REFERENCE MARK 2 WAS NOT FOUND.  ALL INDICATIONS ARE THAT THE
 AN2253'STATION IS LOST, PROBABLY DESTROYED BY ROAD DITCHING
 AN2253'OPERATIONS.
 AN2253'
 AN2253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 AN2253'EAST-SOUTHEAST OF POINT COMFORT
 AN2253
 AN2253                          STATION RECOVERY (1998)
 AN2253
 AN2253'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0541 ***********************************************************************
 AM0541  DESIGNATION -  BAY
 AM0541  PID         -  AM0541
 AM0541  STATE/COUNTY-  TX/BRAZORIA
 AM0541  USGS QUAD   -  
 AM0541
 AM0541                         *CURRENT SURVEY CONTROL
 AM0541  ___________________________________________________________________
 AM0541* NAD 83(1993)-  28 59 57.93026(N)    095 13 38.72599(W)     ADJUSTED  
 AM0541* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AM0541  ___________________________________________________________________
 AM0541  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AM0541  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0541
 AM0541  HORZ ORDER  -  THIRD
 AM0541
 AM0541.The horizontal coordinates were established by classical geodetic methods
 AM0541.and adjusted by the National Geodetic Survey in February 1996..
 AM0541
 AM0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0541
 AM0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0541
 AM0541.The geoid height was determined by GEOID03.
 AM0541
 AM0541;                    North         East     Units Scale Factor Converg.
 AM0541;SPC TXSC     - 4,135,162.247   967,489.979   MT  0.99988027   +1 50 53.6
 AM0541;SPC TXSC     -13,566,778.14  3,174,173.37   sFT  0.99988027   +1 50 53.6
 AM0541;UTM  15      - 3,209,967.308   283,018.689   MT  1.00018102   -1 04 49.0
 AM0541
 AM0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0541!SPC TXSC     -   1.00000398  x   0.99988027  =   0.99988425
 AM0541!UTM  15      -   1.00000398  x   1.00018102  =   1.00018500
 AM0541
 AM0541                          SUPERSEDED SURVEY CONTROL
 AM0541
 AM0541  NAD 83(1986)-  28 59 57.93956(N)    095 13 38.70617(W) AD(       ) 3
 AM0541  NGVD 29 (03/28/90)    1.1    (m)            4.     (f) VERT ANG       
 AM0541
 AM0541.Superseded values are not recommended for survey control.
 AM0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0541.See file dsdata.txt to determine how the superseded data were derived.
 AM0541
 AM0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8301909967(NAD 83)
 AM0541_MARKER: DD = SURVEY DISK
 AM0541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AM0541_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AM0541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AM0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0541+STABILITY: SURFACE MOTION
 AM0541
 AM0541  HISTORY     - Date     Condition        Report By
 AM0541  HISTORY     - 1982     MONUMENTED       NOS
 AM0541  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 AM0541  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0541  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AM0541
 AM0541                          STATION DESCRIPTION
 AM0541
 AM0541'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0541'THE STATION IS LOCATED 4.8 MILES NORTHEAST OF SURFSIDE, TX.
 AM0541'
 AM0541'TO REACH FROM THE JUNCTION OF COUNTY ROADS 257 AND 332 IN
 AM0541'SURFSIDE GO NORTHEAST ON COUNTY ROAD 257 FOR 7.8 KM.(4.84 MI.)
 AM0541'
 AM0541'THE STATION IS A NOS ALUMINUM DISK STAMPED---BAY 1982---,
 AM0541'AFFIXED TO THE TOP OF A 1.1 METER ALUMINUM ROD EMBEDED IN
 AM0541'CONCRETE AND PROJECTING 6 INCHES
 AM0541'
 AM0541'IT IS LOCATED,
 AM0541'34.14 METERS (112.0 FT.) SOUTHEAST FROM CENTERLINE OF COUNTY
 AM0541'ROAD 257,
 AM0541'21.95 METERS (72.0 FT.) EAST FROM A POWER POLE,
 AM0541'0.91METERS (3.0 FT.) NORTHWEST FROM A METAL WITNESS POST AND SIGN,
 AM0541'12.19 METERS (40.0 FT.) SOUTH FROM A 4X4 WOODEN POST.
 AM0541'
 AM0541'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 AM0541'DESCRIBED BY MWJ.
 AM0541
 AM0541                          STATION RECOVERY (1996)
 AM0541
 AM0541'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0541'MARK NOT FOUND.
 AM0541
 AM0541                          STATION RECOVERY (2004)
 AM0541
 AM0541'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0541'MARK NOT FOUND.
 AM0541
 AM0541                          STATION RECOVERY (2005)
 AM0541
 AM0541'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0532 ***********************************************************************
 AM0532  DESIGNATION -  BAY CITY EAST MUNICIPAL TANK
 AM0532  PID         -  AM0532
 AM0532  STATE/COUNTY-  TX/MATAGORDA
 AM0532  USGS QUAD   -  BAY CITY (1972)
 AM0532
 AM0532                         *CURRENT SURVEY CONTROL
 AM0532  ___________________________________________________________________
 AM0532* NAD 83(1993)-  28 58 55.25264(N)    095 57 03.65475(W)     ADJUSTED  
 AM0532* NAVD 88     -                                                        
 AM0532  ___________________________________________________________________
 AM0532  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AM0532  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AM0532
 AM0532  HORZ ORDER  -  THIRD
 AM0532
 AM0532.The horizontal coordinates were established by classical geodetic methods
 AM0532.and adjusted by the National Geodetic Survey in February 1996..
 AM0532
 AM0532
 AM0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0532
 AM0532.The geoid height was determined by GEOID03.
 AM0532
 AM0532;                    North         East     Units Scale Factor Converg.
 AM0532;SPC TXSC     - 4,131,177.715   897,072.470   MT  0.99988208   +1 29 37.5
 AM0532;SPC TXSC     -13,553,705.55  2,943,145.26   sFT  0.99988208   +1 29 37.5
 AM0532;UTM  15      - 3,209,583.019   212,453.657   MT  1.00062046   -1 25 51.1
 AM0532;UTM  14      - 3,209,825.551   797,097.216   MT  1.00068939   +1 28 42.3
 AM0532
 AM0532                          SUPERSEDED SURVEY CONTROL
 AM0532
 AM0532  NAD 83(1986)-  28 58 55.26133(N)    095 57 03.63754(W) AD(       ) 4
 AM0532  NAD 27      -  28 58 54.33700(N)    095 57 02.79300(W) AD(       ) 3
 AM0532
 AM0532.Superseded values are not recommended for survey control.
 AM0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0532.See file dsdata.txt to determine how the superseded data were derived.
 AM0532
 AM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1245409583(NAD 83)
 AM0532_MARKER: 53 = ELEVATED TANK
 AM0532
 AM0532  HISTORY     - Date     Condition        Report By
 AM0532  HISTORY     - 1952     FIRST OBSERVED   CGS
 AM0532  HISTORY     - 19961116 GOOD             USPSQD
 AM0532  HISTORY     - 20041118 GOOD             USPSQD
 AM0532
 AM0532                          STATION DESCRIPTION
 AM0532
 AM0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AM0532'THE STATION IS LOCATED NEAR THE EAST EDGE OF BAY CITY IN THE
 AM0532'SOUTHEAST ANGLE OF 6TH STREET AND KATY AVENUE.
 AM0532'
 AM0532'IT IS AN EIGHT-LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE TANK
 AM0532'PROPER, HAS A DOME SHAPED ROOF WITH A LIGHT AT THE TOP AND
 AM0532'CENTER AND AN OVER-ALL HEIGHT OF 130.0 FEET.
 AM0532'
 AM0532'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 AM0532
 AM0532                          STATION RECOVERY (1996)
 AM0532
 AM0532'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0532'RECOVERED IN GOOD CONDITION.
 AM0532
 AM0532                          STATION RECOVERY (2004)
 AM0532
 AM0532'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0186 ***********************************************************************
 AM0186  DESIGNATION -  BAY CITY MAGNETIC AZ MK
 AM0186  PID         -  AM0186
 AM0186  STATE/COUNTY-  TX/MATAGORDA
 AM0186  USGS QUAD   -  BAY CITY (1972)
 AM0186
 AM0186                         *CURRENT SURVEY CONTROL
 AM0186  ___________________________________________________________________
 AM0186* NAD 83(1986)-  28 58 59.     (N)    095 58 17.     (W)     SCALED    
 AM0186* NAVD 88     -        15.82   (+/-2cm)      51.9    (feet)  VERTCON   
 AM0186  ___________________________________________________________________
 AM0186  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AM0186
 AM0186  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0186
 AM0186.The horizontal coordinates were scaled from a topographic map and have
 AM0186.an estimated accuracy of +/- 6 seconds.
 AM0186
 AM0186.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0186.The vertical order pertains to the NGVD 29 superseded value.
 AM0186
 AM0186.The geoid height was determined by GEOID03.
 AM0186
 AM0186;                    North         East    Units  Estimated Accuracy
 AM0186;SPC TXSC     - 4,131,240.      895,090.      MT  (+/- 180 meters Scaled)
 AM0186
 AM0186                          SUPERSEDED SURVEY CONTROL
 AM0186
 AM0186  NGVD 29 (??/??/92)   15.846  (m)           51.99   (f) ADJ UNCH    1 1
 AM0186
 AM0186.Superseded values are not recommended for survey control.
 AM0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0186.See file dsdata.txt to determine how the superseded data were derived.
 AM0186
 AM0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN104097(NAD 83)
 AM0186_MARKER: DZ = AZIMUTH MARK DISK
 AM0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0186_STAMPING: BAY CITY AZIMUTH 1935 MAGNETIC
 AM0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0186+STABILITY: SURFACE MOTION
 AM0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0186+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 AM0186
 AM0186  HISTORY     - Date     Condition        Report By
 AM0186  HISTORY     - 1935     MONUMENTED       CGS
 AM0186  HISTORY     - 1972     GOOD             NGS
 AM0186  HISTORY     - 1986     GOOD             USPSQD
 AM0186  HISTORY     - 19910630 GOOD             USPSQD
 AM0186  HISTORY     - 19961116 GOOD             USPSQD
 AM0186  HISTORY     - 20041118 GOOD             USPSQD
 AM0186  HISTORY     - 20060605 GOOD             GEOCAC
 AM0186
 AM0186                          STATION DESCRIPTION
 AM0186
 AM0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0186'IN BAY CITY.
 AM0186'AT BAY CITY, AT THE NORTHWEST CORNER OF THE INTERSECTION OF SEVENTH
 AM0186'STREET (STATE HIGHWAY 35) AND AVENUE E, 4.8 FEET NORTH OF THE NORTH
 AM0186'CURB OF THE STREET, 129.0 FEET WEST OF THE WEST CURB OF THE AVENUE,
 AM0186'19.9 FEET WEST OF THE WEST EDGE OF A CONCRETE DRIVEWAY TO A SERVICE
 AM0186'STATION, 3.5 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, 84 FEET
 AM0186'EAST OF THE CENTER OF A SIDEWALK LEADING NORTH TO 1509 SEVENTH STREET,
 AM0186'ABOUT 1 FOOT HIGHER THAN THE STREET, AND SET IN THE TOP OF A CONCRETE
 AM0186'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AM0186
 AM0186                          STATION RECOVERY (1986)
 AM0186
 AM0186'RECOVERY NOTE BY US POWER SQUADRON 1986 (MVM)
 AM0186'RECOVERED IN GOOD CONDITION.
 AM0186
 AM0186                          STATION RECOVERY (1991)
 AM0186
 AM0186'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AM0186'RECOVERED IN GOOD CONDITION.
 AM0186
 AM0186                          STATION RECOVERY (1996)
 AM0186
 AM0186'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0186'RECOVERED IN GOOD CONDITION.
 AM0186
 AM0186                          STATION RECOVERY (2004)
 AM0186
 AM0186'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0186'RECOVERED IN GOOD CONDITION.
 AM0186
 AM0186                          STATION RECOVERY (2006)
 AM0186
 AM0186'RECOVERY NOTE BY GEOCACHING 2006 (JCM)
 AM0186'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0533 ***********************************************************************
 AM0533  DESIGNATION -  BAY CITY MUNICIPAL TANK
 AM0533  PID         -  AM0533
 AM0533  STATE/COUNTY-  TX/MATAGORDA
 AM0533  USGS QUAD   -  BAY CITY (1972)
 AM0533
 AM0533                         *CURRENT SURVEY CONTROL
 AM0533  ___________________________________________________________________
 AM0533* NAD 83(1993)-  28 58 55.87339(N)    095 57 58.28456(W)     ADJUSTED  
 AM0533* NAVD 88     -                                                        
 AM0533  ___________________________________________________________________
 AM0533  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AM0533  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AM0533
 AM0533  HORZ ORDER  -  THIRD
 AM0533
 AM0533.The horizontal coordinates were established by classical geodetic methods
 AM0533.and adjusted by the National Geodetic Survey in February 1996..
 AM0533
 AM0533
 AM0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0533
 AM0533.The geoid height was determined by GEOID03.
 AM0533
 AM0533;                    North         East     Units Scale Factor Converg.
 AM0533;SPC TXSC     - 4,131,158.367   895,593.763   MT  0.99988206   +1 29 10.7
 AM0533;SPC TXSC     -13,553,642.08  2,938,293.87   sFT  0.99988206   +1 29 10.7
 AM0533;UTM  15      - 3,209,639.183   210,974.789   MT  1.00063098   -1 26 17.6
 AM0533;UTM  14      - 3,209,806.582   795,617.318   MT  1.00067856   +1 28 15.8
 AM0533
 AM0533                          SUPERSEDED SURVEY CONTROL
 AM0533
 AM0533  NAD 83(1986)-  28 58 55.88164(N)    095 57 58.26695(W) AD(       ) 4
 AM0533  NAD 27      -  28 58 54.95700(N)    095 57 57.42300(W) AD(       ) 3
 AM0533
 AM0533.Superseded values are not recommended for survey control.
 AM0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0533.See file dsdata.txt to determine how the superseded data were derived.
 AM0533
 AM0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1097509639(NAD 83)
 AM0533_MARKER: 53 = ELEVATED TANK
 AM0533
 AM0533  HISTORY     - Date     Condition        Report By
 AM0533  HISTORY     - 1935     FIRST OBSERVED   CGS
 AM0533  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0533  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AM0533
 AM0533                          STATION DESCRIPTION
 AM0533
 AM0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AM0533'STATION IS THE CENTER OF THE BAY CITY MUNICIPAL WATER TANK.
 AM0533'IT IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP
 AM0533'AND HAS A BALL AT THE TIP.  IT IS SUPPORTED BY FOUR LEGS.  THE
 AM0533'ENTIRE STRUCTURE IS PAINTED SILVER.  IT IS LETTERED BAY CITY IN
 AM0533'LARGE BLACK LETTERS ON THE E AND W SIDES.  THE TANK IS ABOUT
 AM0533'100 FEET HIGH AND IS VERY PROMINENT.  IT WAS ERECTED ABOUT 1910.
 AM0533'
 AM0533'THE TANK IS IN THE TOWN OF BAY CITY, AT THE NE CORNER OF THE
 AM0533'INTERSECTION OF SIXTH STREET AND AVENUE I.  SIXTH STREET IS
 AM0533'THE FIRST STREET S OF HIGHWAY TEXAS 35.  AVENUE I IS TWO BLOCKS
 AM0533'E OF THE E SIDE OF THE COURTHOUSE SQUARE.  A SMALL STREAM
 AM0533'RUNS ALONG THE W SIDE OF AVENUE I.
 AM0533'
 AM0533'THIS IS THE STATION CALLED BAY CITY MUNICIPAL TANK BY F.L.G.
 AM0533'IN 1931.
 AM0533
 AM0533                          STATION RECOVERY (1996)
 AM0533
 AM0533'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0533'MARK NOT FOUND.
 AM0533
 AM0533                          STATION RECOVERY (2004)
 AM0533
 AM0533'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0535 ***********************************************************************
 AM0535  DESIGNATION -  BAY CITY RAD STA KIOX CEN TWR
 AM0535  PID         -  AM0535
 AM0535  STATE/COUNTY-  TX/MATAGORDA
 AM0535  USGS QUAD   -  BAY CITY (1972)
 AM0535
 AM0535                         *CURRENT SURVEY CONTROL
 AM0535  ___________________________________________________________________
 AM0535* NAD 83(1993)-  28 59 46.22824(N)    095 54 44.31213(W)     ADJUSTED  
 AM0535* NAVD 88     -                                                        
 AM0535  ___________________________________________________________________
 AM0535  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AM0535  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AM0535
 AM0535  HORZ ORDER  -  THIRD
 AM0535
 AM0535.The horizontal coordinates were established by classical geodetic methods
 AM0535.and adjusted by the National Geodetic Survey in February 1996..
 AM0535
 AM0535
 AM0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0535
 AM0535.The geoid height was determined by GEOID03.
 AM0535
 AM0535;                    North         East     Units Scale Factor Converg.
 AM0535;SPC TXSC     - 4,132,845.345   900,801.453   MT  0.99988060   +1 30 45.7
 AM0535;SPC TXSC     -13,559,176.77  2,955,379.43   sFT  0.99988060   +1 30 45.7
 AM0535;UTM  15      - 3,211,059.262   216,265.643   MT  1.00059357   -1 24 45.7
 AM0535
 AM0535                          SUPERSEDED SURVEY CONTROL
 AM0535
 AM0535  NAD 83(1986)-  28 59 46.23663(N)    095 54 44.29516(W) AD(       ) 4
 AM0535  NAD 27      -  28 59 45.31100(N)    095 54 43.46000(W) AD(       ) 3
 AM0535
 AM0535.Superseded values are not recommended for survey control.
 AM0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0535.See file dsdata.txt to determine how the superseded data were derived.
 AM0535
 AM0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1626611059(NAD 83)
 AM0535_MARKER: 43 = RADIO/TV TOWER
 AM0535
 AM0535  HISTORY     - Date     Condition        Report By
 AM0535  HISTORY     - 1952     FIRST OBSERVED   CGS
 AM0535  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0535  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AM0535
 AM0535                          STATION DESCRIPTION
 AM0535
 AM0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AM0535'THE STATION IS LOCATED ABOUT 3 MILES EAST OF BAY CITY.
 AM0535'
 AM0535'IT IS A FOUR-LEGGED STEEL STRUCTURE PAINTED ALTERNATELY RED
 AM0535'AND WHITE AND HAS A RED FLASHING LIGHT AT THE TOP AND CENTER
 AM0535'OF THE TOWER.  IT IS THE CENTER ONE OF THREE TOWERS OF IDENTICAL
 AM0535'DESIGN AND HEIGHT AND HAS AN OVER-ALL HEIGHT OF 260.0 FEET.
 AM0535'
 AM0535'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TOWER.
 AM0535'
 AM0535'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE MATAGORDA
 AM0535'COUNTY COURTHOUSE SQUARE IN BAY CITY, GO EASTERLY ON STATE
 AM0535'ROUTE NO. 35 FOR 3.8 MILES AND THE STATION ON THE RIGHT AS
 AM0535'DESCRIBED.
 AM0535
 AM0535                          STATION RECOVERY (1998)
 AM0535
 AM0535'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0535'MARK NOT FOUND.
 AM0535
 AM0535                          STATION RECOVERY (2004)
 AM0535
 AM0535'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0536 ***********************************************************************
 AM0536  DESIGNATION -  BAY CITY SW BELL TEL RAD TOWER
 AM0536  PID         -  AM0536
 AM0536  STATE/COUNTY-  TX/MATAGORDA
 AM0536  USGS QUAD   -  BAY CITY (1972)
 AM0536
 AM0536                         *CURRENT SURVEY CONTROL
 AM0536  ___________________________________________________________________
 AM0536* NAD 83(1993)-  28 59 45.61198(N)    095 58 23.95344(W)     ADJUSTED  
 AM0536* NAVD 88     -                                                        
 AM0536  ___________________________________________________________________
 AM0536  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AM0536  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AM0536
 AM0536  HORZ ORDER  -  THIRD
 AM0536
 AM0536.The horizontal coordinates were established by classical geodetic methods
 AM0536.and adjusted by the National Geodetic Survey in February 1996..
 AM0536
 AM0536
 AM0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0536
 AM0536.The geoid height was determined by GEOID03.
 AM0536
 AM0536;                    North         East     Units Scale Factor Converg.
 AM0536;SPC TXSC     - 4,132,671.007   894,859.574   MT  0.99988062   +1 28 58.1
 AM0536;SPC TXSC     -13,558,604.80  2,935,885.12   sFT  0.99988062   +1 28 58.1
 AM0536;UTM  15      - 3,211,188.479   210,318.247   MT  1.00063567   -1 26 32.3
 AM0536;UTM  14      - 3,211,320.615   794,882.939   MT  1.00067320   +1 28 05.7
 AM0536
 AM0536                          SUPERSEDED SURVEY CONTROL
 AM0536
 AM0536  NAD 83(1986)-  28 59 45.62054(N)    095 58 23.93742(W) AD(       ) 4
 AM0536  NAD 27      -  28 59 44.70400(N)    095 58 23.08700(W) AD(       ) 3
 AM0536
 AM0536.Superseded values are not recommended for survey control.
 AM0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0536.See file dsdata.txt to determine how the superseded data were derived.
 AM0536
 AM0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1031811188(NAD 83)
 AM0536_MARKER: 43 = RADIO/TV TOWER
 AM0536
 AM0536  HISTORY     - Date     Condition        Report By
 AM0536  HISTORY     - 1952     FIRST OBSERVED   CGS
 AM0536  HISTORY     - 19961116 GOOD             USPSQD
 AM0536
 AM0536                          STATION DESCRIPTION
 AM0536
 AM0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AM0536'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF BAY CITY, 0.1
 AM0536'MILE WEST OF STATE ROUTE NO. 60, 120.0 FEET SOUTH OF THE CENTER
 AM0536'OF A SHELL ROAD AND JUST SOUTH OF A SMALL TRANSMITTER SHACK.
 AM0536'
 AM0536'IT IS A THREE-LEGGED STEEL STRUCTURE PAINTED ALTERNATELY
 AM0536'RED AND WHITE, HAS A RED FLASHING LIGHT AT THE TOP AND CENTER
 AM0536'OF THE TOWER AND AN OVER-ALL HEIGHT OF 300.0 FEET.
 AM0536'
 AM0536'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TOWER.
 AM0536
 AM0536                          STATION RECOVERY (1996)
 AM0536
 AM0536'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0534 ***********************************************************************
 AM0534  DESIGNATION -  BAY CITY WEST MUNICIPAL TANK
 AM0534  PID         -  AM0534
 AM0534  STATE/COUNTY-  TX/MATAGORDA
 AM0534  USGS QUAD   -  BAY CITY (1972)
 AM0534
 AM0534                         *CURRENT SURVEY CONTROL
 AM0534  ___________________________________________________________________
 AM0534* NAD 83(1993)-  28 58 53.44134(N)    095 57 57.05526(W)     ADJUSTED  
 AM0534* NAVD 88     -                                                        
 AM0534  ___________________________________________________________________
 AM0534  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AM0534  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AM0534
 AM0534  HORZ ORDER  -  THIRD
 AM0534
 AM0534.The horizontal coordinates were established by classical geodetic methods
 AM0534.and adjusted by the National Geodetic Survey in February 1996..
 AM0534
 AM0534
 AM0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0534
 AM0534.The geoid height was determined by GEOID03.
 AM0534
 AM0534;                    North         East     Units Scale Factor Converg.
 AM0534;SPC TXSC     - 4,131,084.387   895,628.968   MT  0.99988214   +1 29 11.3
 AM0534;SPC TXSC     -13,553,399.36  2,938,409.37   sFT  0.99988214   +1 29 11.3
 AM0534;UTM  15      - 3,209,563.447   211,006.198   MT  1.00063076   -1 26 16.9
 AM0534;UTM  14      - 3,209,732.534   795,652.531   MT  1.00067881   +1 28 16.3
 AM0534
 AM0534                          SUPERSEDED SURVEY CONTROL
 AM0534
 AM0534  NAD 83(1986)-  28 58 53.44989(N)    095 57 57.03826(W) AD(       ) 4
 AM0534  NAD 27      -  28 58 52.52500(N)    095 57 56.19300(W) AD(       ) 3
 AM0534
 AM0534.Superseded values are not recommended for survey control.
 AM0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0534.See file dsdata.txt to determine how the superseded data were derived.
 AM0534
 AM0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1100609563(NAD 83)
 AM0534_MARKER: 53 = ELEVATED TANK
 AM0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0534+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AM0534
 AM0534  HISTORY     - Date     Condition        Report By
 AM0534  HISTORY     - 1952     FIRST OBSERVED   CGS
 AM0534  HISTORY     - 19961116 GOOD             USPSQD
 AM0534  HISTORY     - 20041118 GOOD             USPSQD
 AM0534
 AM0534                          STATION DESCRIPTION
 AM0534
 AM0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AM0534'THE STATION IS LOCATED IN A SMALL PARK AREA IN THE SOUTHEAST
 AM0534'ANGLE OF 6TH. STREET AND I AVENUE IN BAY CITY.
 AM0534'
 AM0534'IT IS A SIX-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 AM0534'HAS A DOME SHAPED ROOF WITH A LIGHT AT THE TOP AND CENTER AND
 AM0534'AN OVER-ALL HEIGHT OF 120.0 FEET.
 AM0534'
 AM0534'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 AM0534
 AM0534                          STATION RECOVERY (1996)
 AM0534
 AM0534'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0534'RECOVERED IN GOOD CONDITION.
 AM0534
 AM0534                          STATION RECOVERY (2004)
 AM0534
 AM0534'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7024 ***********************************************************************
 AW7024  DESIGNATION -  BAY HARBOR
 AW7024  PID         -  AW7024
 AW7024  STATE/COUNTY-  TX/GALVESTON
 AW7024  USGS QUAD   -  SAN LUIS PASS (1974)
 AW7024
 AW7024                         *CURRENT SURVEY CONTROL
 AW7024  ___________________________________________________________________
 AW7024* NAD 83(1993)-  29 07 24.76700(N)    095 04 03.26795(W)     ADJUSTED  
 AW7024* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 AW7024  ___________________________________________________________________
 AW7024  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW7024  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AW7024
 AW7024  HORZ ORDER  -  THIRD
 AW7024
 AW7024.The horizontal coordinates were established by classical geodetic methods
 AW7024.and adjusted by the National Geodetic Survey in February 1996..
 AW7024
 AW7024.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7024
 AW7024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7024
 AW7024.The geoid height was determined by GEOID03.
 AW7024
 AW7024;                    North         East     Units Scale Factor Converg.
 AW7024;SPC TXSC     - 4,149,422.881   982,592.872   MT  0.99987000   +1 55 35.6
 AW7024;SPC TXSC     -13,613,564.90  3,223,723.45   sFT  0.99987000   +1 55 35.6
 AW7024;UTM  15      - 3,223,440.626   298,835.181   MT  1.00009938   -1 00 23.8
 AW7024
 AW7024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7024!SPC TXSC     -   1.00000375  x   0.99987000  =   0.99987375
 AW7024!UTM  15      -   1.00000375  x   1.00009938  =   1.00010313
 AW7024
 AW7024                          SUPERSEDED SURVEY CONTROL
 AW7024
 AW7024  NAD 83(1986)-  29 07 24.77800(N)    095 04 03.24889(W) AD(       ) 3
 AW7024  NGVD 29 (03/28/90)    2.6    (m)            9.     (f) VERT ANG       
 AW7024
 AW7024.Superseded values are not recommended for survey control.
 AW7024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7024.See file dsdata.txt to determine how the superseded data were derived.
 AW7024
 AW7024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9883523441(NAD 83)
 AW7024_MARKER: DD = SURVEY DISK
 AW7024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW7024_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW7024_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW7024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7024+STABILITY: SURFACE MOTION
 AW7024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7024+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 AW7024
 AW7024  HISTORY     - Date     Condition        Report By
 AW7024  HISTORY     - 1982     MONUMENTED       NOS
 AW7024  HISTORY     - 1987     GOOD             USPSQD
 AW7024  HISTORY     - 1987     GOOD             USPSQD
 AW7024  HISTORY     - 19990604 GOOD             USPSQD
 AW7024  HISTORY     - 20031209 GOOD             USPSQD
 AW7024  HISTORY     - 20041213 GOOD             USPSQD
 AW7024  HISTORY     - 20051218 GOOD             USPSQD
 AW7024
 AW7024                          STATION DESCRIPTION
 AW7024
 AW7024'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW7024'THE STATION IS LOCATED 3.4 MI.NORTHEAST OF THE BRIDGE AT SAN LUIS
 AW7024'PASS.
 AW7024'
 AW7024'TO REACH FROM THE TOLL BOOTH AT THE NORTH END OF THE SAN
 AW7024'LUIS PASS BRIDGE GO NORTHEAST ON FM 3005 FOR 5.47 KM.(3.5 MI.)
 AW7024'TO A SIDE ROAD LEFT, 4TH STREET, AND STATION IN SOUTHWEST
 AW7024'ANGLE OF INTERSECTION.
 AW7024'
 AW7024'THE STATION IS A NOS ALUMINUM DISK STAMPED---BAY HARBOR 1982---,
 AW7024'AFFIXED TO THE TOP OF A 1.1 METER ALUMINUM ROD EMBEDED IN
 AW7024'CONCRETE AND PROJECTING 4 INCHES.
 AW7024'
 AW7024'IT IS LOCATED,
 AW7024'18.44 METERS (60.5 FT.) NORTHWEST FROM CENTERLINE OF FM 3005,
 AW7024'7.13 METERS (23.4 FT.) SOUTHWEST FROM THE CENTER OF 4TH STREET,
 AW7024'0.76 METERS (2.5 FT.) SOUTHWEST FROM A 6 INCH WOODEN POST WITH
 AW7024'WITNESS SIGN,
 AW7024'2.29 METERS (7.5 FT.) SOUTH FROM A STEEL POST WITH SIGN
 AW7024'(FOURTH ST).
 AW7024'
 AW7024'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 AW7024'DESCRIBED BY MWJ.
 AW7024
 AW7024                          STATION RECOVERY (1987)
 AW7024
 AW7024'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW7024'RECOVERED IN GOOD CONDITION.
 AW7024
 AW7024                          STATION RECOVERY (1987)
 AW7024
 AW7024'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW7024'RECOVERED IN GOOD CONDITION.
 AW7024
 AW7024                          STATION RECOVERY (1999)
 AW7024
 AW7024'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW7024'RECOVERED IN GOOD CONDITION.
 AW7024
 AW7024                          STATION RECOVERY (2003)
 AW7024
 AW7024'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW7024'RECOVERED IN GOOD CONDITION.
 AW7024
 AW7024                          STATION RECOVERY (2004)
 AW7024
 AW7024'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7024'RECOVERED IN GOOD CONDITION.
 AW7024
 AW7024                          STATION RECOVERY (2005)
 AW7024
 AW7024'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW7024'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1268 ***********************************************************************
 BZ1268  DESIGNATION -  BAYLOR
 BZ1268  PID         -  BZ1268
 BZ1268  STATE/COUNTY-  TX/MCLENNAN
 BZ1268  USGS QUAD   -  WACO EAST (1975)
 BZ1268
 BZ1268                         *CURRENT SURVEY CONTROL
 BZ1268  ___________________________________________________________________
 BZ1268* NAD 83(1993)-  31 32 41.09870(N)    097 07 10.07406(W)     ADJUSTED  
 BZ1268* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 BZ1268  ___________________________________________________________________
 BZ1268  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 BZ1268  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BZ1268
 BZ1268  HORZ ORDER  -  SECOND
 BZ1268
 BZ1268.The horizontal coordinates were established by classical geodetic methods
 BZ1268.and adjusted by the National Geodetic Survey in February 1996..
 BZ1268
 BZ1268.The orthometric height was scaled from a topographic map.
 BZ1268
 BZ1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1268
 BZ1268.The geoid height was determined by GEOID03.
 BZ1268
 BZ1268;                    North         East     Units Scale Factor Converg.
 BZ1268;SPC TX C     - 3,212,606.849 1,005,114.579   MT  0.99992657   +1 39 19.2
 BZ1268;SPC TX C     -10,540,027.64  3,297,613.41   sFT  0.99992657   +1 39 19.2
 BZ1268;UTM  14      - 3,491,509.405   678,513.234   MT  0.99999305   +0 59 02.7
 BZ1268
 BZ1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1268!SPC TX C     -   0.99998489  x   0.99992657  =   0.99991146
 BZ1268!UTM  14      -   0.99998489  x   0.99999305  =   0.99997794
 BZ1268
 BZ1268|---------------------------------------------------------------------|
 BZ1268| PID    Reference Object                     Distance      Geod. Az  |
 BZ1268|                                                           dddmmss.s |
 BZ1268| CV4961 NW CORNER OF LIBRARY                               02414     |
 BZ1268| CV3740 BAYLOR AZ MK                                       2191759.9 |
 BZ1268| CV3741 BAYLOR RM 1                                        22113     |
 BZ1268| BZ1278 WACO CAMERON CO WATER TANK          APPROX. 2.9 KM 2545746.6 |
 BZ1268| BZ1263 WACO BAYLOR UNIVERSITY DOME         207.945 METERS 30133     |
 BZ1268| CV3742 BAYLOR RM 2                          36.118 METERS 31451     |
 BZ1268| BZ1280 WACO COURTHOUSE DOME STATUE         APPROX. 1.9 KM 3162100.6 |
 BZ1268|---------------------------------------------------------------------|
 BZ1268
 BZ1268                          SUPERSEDED SURVEY CONTROL
 BZ1268
 BZ1268  NAD 83(1986)-  31 32 41.10873(N)    097 07 10.05617(W) AD(       ) 2
 BZ1268  NAD 27      -  31 32 40.50900(N)    097 07 09.06200(W) AD(       ) 2
 BZ1268
 BZ1268.Superseded values are not recommended for survey control.
 BZ1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1268.See file dsdata.txt to determine how the superseded data were derived.
 BZ1268
 BZ1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7851391509(NAD 83)
 BZ1268_MARKER: DS = TRIANGULATION STATION DISK
 BZ1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1268
 BZ1268  HISTORY     - Date     Condition        Report By
 BZ1268  HISTORY     - 1942     MONUMENTED       CGS
 BZ1268  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 BZ1268  HISTORY     - 20010317 GOOD             USPSQD
 BZ1268  HISTORY     - 20031012 MARK NOT FOUND   USPSQD
 BZ1268
 BZ1268                          STATION DESCRIPTION
 BZ1268
 BZ1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 BZ1268'STATION IS LOCATED IN THE CITY OF WACO ON THE CAMPUS OF BAYLOR
 BZ1268'UNIVERSITY.  MARK IS SET 15 PACES W OF AN 18-INCH HACKBERRY
 BZ1268'TREE, 15 PACES N OF A LIKE TREE, 14 PACES NW OF THE SIDEWALK,
 BZ1268'AND 50 PACES ENE OF A SMALL STATUE OF JUDGE BAYLOR.  MARK IS
 BZ1268'STAMPED BAYLOR 1942 AND IS SET FLUSH WITH THE GROUND.
 BZ1268'
 BZ1268'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BZ1268'
 BZ1268'REFERENCE MARK NO. 1 IS SET IN THE SIDEWALK WHICH CIRCLES
 BZ1268'AROUND THE STATUE AND IS STAMPED BAYLOR NO. 1 1942.
 BZ1268'
 BZ1268'REFERENCE MARK NO. 2 IS SET IN THE SIDEWALK LEADING TO BURLISON
 BZ1268'HALL 19 PACES S OF THE ENTRANCE.  MARK IS STAMPED BAYLOR NO.
 BZ1268'2 1942.
 BZ1268'
 BZ1268'AZIMUTH MARK IS SET IN THE NE SIDE OF THE SIDEWALK RUNNING
 BZ1268'PARALLEL WITH NINTH STREET, 7 PACES SW OF THE CENTER LINE OF
 BZ1268'NINTH STREET AND 11 PACES S OF THE CENTER LINE OF SPEIGHT
 BZ1268'STREET.  MARK IS STAMPED BAYLOR 1942.
 BZ1268'
 BZ1268'TO REACH THE STATION FROM THE INTERSECTION OF FIFTH AND
 BZ1268'WASHINGTON STREETS GO SOUTHERLY ON FIFTH STREET FOR 1.15
 BZ1268'MILES TO SPEIGHT STREET, TURN RIGHT AND GO 0.05 MILE TO THE
 BZ1268'STATION ON THE RIGHT.
 BZ1268'
 BZ1268'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BZ1268
 BZ1268                          STATION RECOVERY (1991)
 BZ1268
 BZ1268'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1268'MARK NOT FOUND.
 BZ1268
 BZ1268                          STATION RECOVERY (2001)
 BZ1268
 BZ1268'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ1268'RECOVERED IN GOOD CONDITION.
 BZ1268
 BZ1268                          STATION RECOVERY (2003)
 BZ1268
 BZ1268'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1268'EXTENSIVE SEARCH WAS DONE AND ONLY RM1 WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1054 ***********************************************************************
 CD1054  DESIGNATION -  BAYLOR
 CD1054  PID         -  CD1054
 CD1054  STATE/COUNTY-  TX/HUDSPETH
 CD1054  USGS QUAD   -  GUNSIGHT HILLS NORTH (1979)
 CD1054
 CD1054                         *CURRENT SURVEY CONTROL
 CD1054  ___________________________________________________________________
 CD1054* NAD 83(1993)-  31 28 15.41388(N)    105 24 50.21713(W)     ADJUSTED  
 CD1054* NAVD 88     -      1406.     (meters)    4613.     (feet)  SCALED    
 CD1054  ___________________________________________________________________
 CD1054  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 CD1054  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 CD1054
 CD1054  HORZ ORDER  -  THIRD
 CD1054
 CD1054.The horizontal coordinates were established by classical geodetic methods
 CD1054.and adjusted by the National Geodetic Survey in February 1996..
 CD1054
 CD1054.The orthometric height was scaled from a topographic map.
 CD1054
 CD1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1054
 CD1054.The geoid height was determined by GEOID03.
 CD1054
 CD1054;                    North         East     Units Scale Factor Converg.
 CD1054;SPC TX C     - 3,211,039.528   217,389.276   MT  0.99991521   -2 37 00.5
 CD1054;SPC TX C     -10,534,885.52    713,217.98   sFT  0.99991521   -2 37 00.5
 CD1054;UTM  13      - 3,481,870.904   460,677.288   MT  0.99961907   -0 12 58.0
 CD1054
 CD1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1054!SPC TX C     -   0.99978292  x   0.99991521  =   0.99969815
 CD1054!UTM  13      -   0.99978292  x   0.99961907  =   0.99940208
 CD1054
 CD1054:                Primary Azimuth Mark                     Grid Az
 CD1054:SPC TX C     -  POINT 1945                               171 14 19.8
 CD1054:UTM  13      -  POINT 1945                               168 50 17.3
 CD1054
 CD1054|---------------------------------------------------------------------|
 CD1054| PID    Reference Object                     Distance      Geod. Az  |
 CD1054|                                                           dddmmss.s |
 CD1054| CD1053 POINT 1945                          APPROX. 5.9 KM 1683719.3 |
 CD1054|---------------------------------------------------------------------|
 CD1054
 CD1054                          SUPERSEDED SURVEY CONTROL
 CD1054
 CD1054  NAD 83(1986)-  31 28 15.41549(N)    105 24 50.21061(W) AD(       ) 3
 CD1054  NAD 27      -  31 28 14.98078(N)    105 24 48.36058(W) AD(       ) 3
 CD1054
 CD1054.Superseded values are not recommended for survey control.
 CD1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1054.See file dsdata.txt to determine how the superseded data were derived.
 CD1054
 CD1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6067781871(NAD 83)
 CD1054_MARKER: DD = SURVEY DISK
 CD1054_SETTING: 66 = SET IN ROCK OUTCROP
 CD1054_SP_SET: SET IN ROCK OUTCROP
 CD1054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD1054+STABILITY: POSITION/ELEVATION WELL
 CD1054
 CD1054  HISTORY     - Date     Condition        Report By
 CD1054  HISTORY     - 1945     MONUMENTED       USGS
 CD1054
 CD1054                          STATION DESCRIPTION
 CD1054
 CD1054'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CD1054'STATION LOCATED ON ONE OF THE BAYLOR RANCHES 21 MI. N. AND 3 MI. W.
 CD1054'OF SIERRA BLANCA.  IT IS ON A HIGH RIDGE ABOUT 1 MILE NE FROM BAYLOR
 CD1054'RANCH HOUSE, ABOUT 0.25 MI. E. OF FENCE, ABOUT 300 FT. N. OF S. END
 CD1054'OF RIDGE AND NEAR CENTER OF RIDGE.
 CD1054'
 CD1054'STATION MARK-- A STANDARD TABLET SET IN ROCK AND STAMPED -BAYLOR 1945-
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5725 ***********************************************************************
 AW5725  DESIGNATION -  BAYOU
 AW5725  PID         -  AW5725
 AW5725  STATE/COUNTY-  TX/JEFFERSON
 AW5725  USGS QUAD   -  BIG HILL BAYOU (1993)
 AW5725
 AW5725                         *CURRENT SURVEY CONTROL
 AW5725  ___________________________________________________________________
 AW5725* NAD 83(1993)-  29 47 31.29649(N)    094 00 43.91324(W)     ADJUSTED  
 AW5725* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5725  ___________________________________________________________________
 AW5725  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW5725  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW5725
 AW5725  HORZ ORDER  -  SECOND
 AW5725
 AW5725.The horizontal coordinates were established by classical geodetic methods
 AW5725.and adjusted by the National Geodetic Survey in February 1996..
 AW5725
 AW5725.The orthometric height was scaled from a topographic map.
 AW5725
 AW5725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5725
 AW5725.The geoid height was determined by GEOID03.
 AW5725
 AW5725;                    North         East     Units Scale Factor Converg.
 AW5725;SPC TXSC     - 4,227,358.206 1,082,057.936   MT  0.99989496   +2 26 36.9
 AW5725;SPC TXSC     -13,869,257.71  3,550,051.75   sFT  0.99989496   +2 26 36.9
 AW5725;UTM  15      - 3,296,169.980   402,170.322   MT  0.99971808   -0 30 10.6
 AW5725
 AW5725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5725!SPC TXSC     -   1.00000410  x   0.99989496  =   0.99989906
 AW5725!UTM  15      -   1.00000410  x   0.99971808  =   0.99972218
 AW5725
 AW5725|---------------------------------------------------------------------|
 AW5725| PID    Reference Object                     Distance      Geod. Az  |
 AW5725|                                                           dddmmss.s |
 AW5725| AW5726 B USE 1934                           13.905 METERS 05532     |
 AW5725| AV0483 KEITH                               APPROX. 6.9 KM 1044030.6 |
 AW5725| CV8720 BAYOU RM 2                           17.130 METERS 23105     |
 AW5725| CV8719 BAYOU RM 1                           20.035 METERS 31956     |
 AW5725|---------------------------------------------------------------------|
 AW5725
 AW5725                          SUPERSEDED SURVEY CONTROL
 AW5725
 AW5725  NAD 83(1993)-  29 47 31.29636(N)    094 00 43.91343(W) AD(       ) 2
 AW5725  NAD 83(1986)-  29 47 31.31930(N)    094 00 43.89942(W) AD(       ) 2
 AW5725  NAD 27      -  29 47 30.54820(N)    094 00 43.28400(W) AD(       ) 2
 AW5725
 AW5725.Superseded values are not recommended for survey control.
 AW5725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5725.See file dsdata.txt to determine how the superseded data were derived.
 AW5725
 AW5725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN0217096170(NAD 83)
 AW5725_MARKER: DS = TRIANGULATION STATION DISK
 AW5725_SETTING: 0 = UNSPECIFIED SETTING
 AW5725
 AW5725  HISTORY     - Date     Condition        Report By
 AW5725  HISTORY     - 1934     MONUMENTED       CGS
 AW5725  HISTORY     - 1947     GOOD             CGS
 AW5725
 AW5725                          STATION DESCRIPTION
 AW5725
 AW5725'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW5725'STATION IS LOCATED ON INTRACOASTAL CANAL, 3.7 MILES SW OF
 AW5725'PORT ARTHUR-SABINE PASS DRAWBRIDGE.  IT IS ON THE N SIDE OF
 AW5725'CANAL, AND 9 METERS INSHORE ON A DREDGE SPOIL BANK.  THE
 AW5725'SPOIL BANK ENDS 11 METERS TO THE E AT JUNCTION OF CANAL
 AW5725'AND BAYOU.
 AW5725'
 AW5725'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 AW5725'6-INCH CONCRETE-FILLED TILE PROJECTING 6 INCHES ABOVE GROUND.
 AW5725'IT IS STAMPED BAYOU 1934.
 AW5725'
 AW5725'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5725'OF A 6-INCH CONCRETE-FILLED TILE, STAMPED R.M. 1 1934.  IT
 AW5725'IS N OF THE STATION IN MARSH.
 AW5725'
 AW5725'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5725'OF A 6-INCH CONCRETE-FILLED TILE, STAMPED R.M. 2 1934.  IT
 AW5725'IS IN CENTER OF SPOIL BANK TO THE W OF STATION.
 AW5725'
 AW5725'STATION B (U.S.E.) IS A COPPER BOLT SET IN A 4-INCH TILE PIPE,
 AW5725'THE TOP OF WHICH HAS BEEN BROKEN OFF.  B (U.S.E.) IS OPPOSITE
 AW5725'STATION 206-00.0 OF INTRACOASTAL CANAL SURVEY.
 AW5725
 AW5725                          STATION RECOVERY (1947)
 AW5725
 AW5725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5725'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED,
 AW5725'EXCEPT THAT THE STATION IS NOW 0.5 METER N OF THE N BANK
 AW5725'OF THE INTRACOASTAL CANAL.
 AW5725'
 AW5725'REFERENCE MARK 2 AND B (U.S.E.) WERE NOT FOUND AND ARE BELIEVED
 AW5725'TO HAVE BEEN DESTROYED BY DREDGING.  REFERENCE MARK 1 WAS
 AW5725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1075 ***********************************************************************
 CT1075  DESIGNATION -  BAYOU
 CT1075  PID         -  CT1075
 CT1075  STATE/COUNTY-  TX/CALLAHAN
 CT1075  USGS QUAD   -  ROWDEN NW (1987)
 CT1075
 CT1075                         *CURRENT SURVEY CONTROL
 CT1075  ___________________________________________________________________
 CT1075* NAD 83(1993)-  32 13 41.59321(N)    099 24 09.29738(W)     ADJUSTED  
 CT1075* NAVD 88     -       570.     (meters)    1870.     (feet)  SCALED    
 CT1075  ___________________________________________________________________
 CT1075  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CT1075  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CT1075
 CT1075  HORZ ORDER  -  SECOND
 CT1075
 CT1075.The horizontal coordinates were established by classical geodetic methods
 CT1075.and adjusted by the National Geodetic Survey in February 1996..
 CT1075
 CT1075.The orthometric height was scaled from a topographic map.
 CT1075
 CT1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1075
 CT1075.The geoid height was determined by GEOID03.
 CT1075
 CT1075;                    North         East     Units Scale Factor Converg.
 CT1075;SPC TXNC     - 2,062,637.613   514,927.234   MT  0.99997507   -0 29 32.1
 CT1075;SPC TXNC     - 6,767,170.24  1,689,390.43   sFT  0.99997507   -0 29 32.1
 CT1075;SPC TX C     - 3,284,353.120   787,739.718   MT  1.00011088   +0 28 45.8
 CT1075;SPC TX C     -10,775,415.19  2,584,442.72   sFT  1.00011088   +0 28 45.8
 CT1075;UTM  14      - 3,565,803.720   462,068.277   MT  0.99961774   -0 12 52.9
 CT1075
 CT1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1075!SPC TXNC     -   0.99991476  x   0.99997507  =   0.99988983
 CT1075!SPC TX C     -   0.99991476  x   1.00011088  =   1.00002563
 CT1075!UTM  14      -   0.99991476  x   0.99961774  =   0.99953253
 CT1075
 CT1075|---------------------------------------------------------------------|
 CT1075| PID    Reference Object                     Distance      Geod. Az  |
 CT1075|                                                           dddmmss.s |
 CT1075| CX7563 BAYOU RM 1                           22.218 METERS 13812     |
 CT1075| CX7562 BAYOU AZ MK                                        2323421.4 |
 CT1075| CX7564 BAYOU RM 2                           26.920 METERS 32044     |
 CT1075|---------------------------------------------------------------------|
 CT1075
 CT1075                          SUPERSEDED SURVEY CONTROL
 CT1075
 CT1075  NAD 83(1986)-  32 13 41.59956(N)    099 24 09.28530(W) AD(       ) 2
 CT1075  NAD 27      -  32 13 41.12340(N)    099 24 08.02420(W) AD(       ) 2
 CT1075
 CT1075.Superseded values are not recommended for survey control.
 CT1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1075.See file dsdata.txt to determine how the superseded data were derived.
 CT1075
 CT1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA6206865804(NAD 83)
 CT1075_MARKER: DS = TRIANGULATION STATION DISK
 CT1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1075_STAMPING: BAYOU 1961
 CT1075_MARK LOGO: NGS   
 CT1075_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CT1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1075+STABILITY: SURFACE MOTION
 CT1075
 CT1075  HISTORY     - Date     Condition        Report By
 CT1075  HISTORY     - 1961     MONUMENTED       CGS
 CT1075  HISTORY     - 19840402 GOOD             NGS
 CT1075
 CT1075                          STATION DESCRIPTION
 CT1075
 CT1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1075'THE STATION IS APPROXIMATELY 16 MILES NORTHWEST OF CROSS PLAINS,
 CT1075'11-1/2 MILES SOUTH OF BAIRD, 8 MILES EAST OF DENTON, 4 MILES
 CT1075'NORTHWEST OF ROWDEN, IN THE NORTHEAST ANGLE OF THE INTERSECTION
 CT1075'OF U.S. HIGHWAY 283 AND STATE HIGHWAY 36, ON HIGHWAY RIGHT-OF-WAY.
 CT1075'
 CT1075'STATION MARKS ARE STANDARD DISKS STAMPED BAYOU 1961.  THE
 CT1075'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 CT1075'INCHES.  IT IS 308 FEET NORTHEAST OF THE CENTER OF THE
 CT1075'INTERSECTION OF HIGHWAYS 283 AND 36, 261 FEET EAST OF THE CENTER
 CT1075'OF A DIVIDING STRIP ON HIGHWAY 283, 175 FEET NORTH OF THE CENTER
 CT1075'LINE OF HIGHWAY 36, 2.5 FEET NORTH OF A METAL WITNESS POST AND
 CT1075'1 FOOT SOUTHWEST OF A RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK
 CT1075'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 CT1075'SURFACE OF THE GROUND.
 CT1075'
 CT1075'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BAYOU NO 1 1961,
 CT1075'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 CT1075'IS 129 FEET NORTH OF THE CENTER LINE OF HIGHWAY 36 AND 1 FOOT
 CT1075'SOUTHWEST OF A FENCE.
 CT1075'
 CT1075'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BAYOU NO 2 1961,
 CT1075'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 CT1075'IS 189 FEET EAST OF THE CENTER LINE OF HIGHWAY 283, 8 FEET
 CT1075'SOUTHWEST OF A FENCE.
 CT1075'
 CT1075'AZIMUTH MARK IS A STANDARD DISK STAMPED BAYOU 1961, SET IN A
 CT1075'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 45 FEET
 CT1075'SOUTH OF THE SOUTHEAST CORNER OF A SMALL CORRAL, 50 FEET NORTH
 CT1075'OF A LONE MESQUITE TREE, 2.0 FEET SOUTH OF A METAL WITNESS POST
 CT1075'AND 1 FOOT EAST OF A FENCE.
 CT1075'
 CT1075'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAYS 283 AND
 CT1075'36, GO SOUTH ON HIGHWAY 283 FOR 0.15 MILE TO A TRACK ROAD ON
 CT1075'THE RIGHT.  TURN RIGHT AND GO WEST ON THE TRACK ROAD 0.1 MILE TO
 CT1075'A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE WEST 0.1 MILE
 CT1075'TO THE AZIMUTH MARK JUST SOUTH OF A SMALL CORRAL.
 CT1075'
 CT1075'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT1075'
 CT1075'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CT1075
 CT1075                          STATION RECOVERY (1984)
 CT1075
 CT1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CT1075'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION EXCEPT
 CT1075'REFERENCE MARK 2 WAS FOUND OUT OF THE GROUND.  A NEW REFEREENCE MARK 3
 CT1075'WAS SET AT THIS TIME.  NO MEASUREMENTS BETWEEN MARKS DUE TO THE ANGLE.
 CT1075'THE AZIMUTH MARK WILL NOT SEE WITHOUT EXTENSIVE CLEARING.  IT IS ON
 CT1075'PRIVATE PROPERTY AND THE OWNER WAS NOT FOUND.  THE STATION IS LOCATED
 CT1075'25.6 KM (15.90 MI) NORTHWEST OF CROSS PLAINS, 17.6 KM (10.95 MI) SOUTH
 CT1075'OF BAIRD, 6.4 KM (3.95 MI) NORTHWEST OF ROWDEN AND IN THE NORTHEAST
 CT1075'ANGLE OF THE JUNCTION OF U.S HIGHWAY 283 AND STATE HIGHWAY 36.  IT IS
 CT1075'NEAR THE FENCE IN A FLAT AREA OF GROUND.  STATION MARK,
 CT1075'STAMPED---BAYOU 1961---, IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 CT1075'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 58.22 METERS (191.01 FT)
 CT1075'NORTH OF THE CENTER OF STATE HIGHWAY 36, 0.60 METER (1.97 FT) SOUTH OF
 CT1075'A FENCE AND 0.40 METER (1.31 FT) SOUTHEAST OF A METAL WITNESS POST.
 CT1075'REFERENCE MARK 1, STAMPED---BAYOU NO 1 1961---, IS A STANDARD DISK SET
 CT1075'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 0.7 CM.  IT IS
 CT1075'58.22 METERS (191.01 FT) NORTH OF THE CENTER OF STATE HIGHWAY 36,
 CT1075'22.25 METERS (73.00 FT) EAST OF THE WITNESS POST AND 0.64 METERS (2.10
 CT1075'FT) SOUTH OF THE FENCE.  REFERENCE MARK 3, STAMPED---BAYOU NO 3
 CT1075'1984---, IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 CT1075'THAT IS FLUSH WITH THE GROUND.  IT IS 58.83 METERS (193.01 FT) NORTH
 CT1075'OF THE CENTER OF STATE HIGHWAY 36, 10.06 METERS (33.01 FT) WEST OF THE
 CT1075'WITNESS POST AND 1.13 METERS (3.71 FT) SOUTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0530 ***********************************************************************
 AM0530  DESIGNATION -  BAYPORT
 AM0530  PID         -  AM0530
 AM0530  STATE/COUNTY-  TX/MATAGORDA
 AM0530  USGS QUAD   -  BAY CITY (1972)
 AM0530
 AM0530                         *CURRENT SURVEY CONTROL
 AM0530  ___________________________________________________________________
 AM0530* NAD 83(1993)-  28 58 33.57794(N)    095 56 23.57966(W)     ADJUSTED  
 AM0530* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AM0530  ___________________________________________________________________
 AM0530  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AM0530  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AM0530
 AM0530  HORZ ORDER  -  THIRD
 AM0530
 AM0530.This mark is at Bay City Muni (3R1) Airport (3R1)
 AM0530
 AM0530.The horizontal coordinates were established by classical geodetic methods
 AM0530.and adjusted by the National Geodetic Survey in February 1996..
 AM0530
 AM0530.The orthometric height was scaled from a topographic map.
 AM0530
 AM0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0530
 AM0530.The geoid height was determined by GEOID03.
 AM0530
 AM0530;                    North         East     Units Scale Factor Converg.
 AM0530;SPC TXSC     - 4,130,539.038   898,174.304   MT  0.99988273   +1 29 57.1
 AM0530;SPC TXSC     -13,551,610.16  2,946,760.20   sFT  0.99988273   +1 29 57.1
 AM0530;UTM  15      - 3,208,888.449   213,522.255   MT  1.00061289   -1 25 30.6
 AM0530;UTM  14      - 3,209,186.058   798,199.771   MT  1.00069749   +1 29 00.8
 AM0530
 AM0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0530!SPC TXSC     -   1.00000202  x   0.99988273  =   0.99988475
 AM0530!UTM  15      -   1.00000202  x   1.00061289  =   1.00061491
 AM0530!UTM  14      -   1.00000202  x   1.00069749  =   1.00069951
 AM0530
 AM0530:                Primary Azimuth Mark                     Grid Az
 AM0530:SPC TXSC     -  BAY CITY RAD STA KIOX CEN TWR            048 43 15.6
 AM0530:UTM  15      -  BAY CITY RAD STA KIOX CEN TWR            051 38 43.3
 AM0530:UTM  14      -  BAY CITY RAD STA KIOX CEN TWR            048 44 11.9
 AM0530
 AM0530|---------------------------------------------------------------------|
 AM0530| PID    Reference Object                     Distance      Geod. Az  |
 AM0530|                                                           dddmmss.s |
 AM0530| AM0535 BAY CITY RAD STA KIOX CEN TWR       APPROX. 3.5 KM 0501312.7 |
 AM0530| CV5992 BAYPORT RM 1                          7.435 METERS 07651     |
 AM0530| CV5993 BAYPORT RM 2                          8.289 METERS 17748     |
 AM0530| AM0534 BAY CITY WEST MUNICIPAL TANK        APPROX. 2.6 KM 2833531.8 |
 AM0530| AM0532 BAY CITY EAST MUNICIPAL TANK        APPROX. 1.3 KM 3013552.3 |
 AM0530| CV5991 BAYPORT AZ MK                                      3101645.0 |
 AM0530|---------------------------------------------------------------------|
 AM0530
 AM0530                          SUPERSEDED SURVEY CONTROL
 AM0530
 AM0530  NAD 83(1986)-  28 58 33.58652(N)    095 56 23.56204(W) AD(       ) 3
 AM0530  NAD 27      -  28 58 32.66100(N)    095 56 22.71800(W) AD(       ) 3
 AM0530
 AM0530.Superseded values are not recommended for survey control.
 AM0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0530.See file dsdata.txt to determine how the superseded data were derived.
 AM0530
 AM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1352208888(NAD 83)
 AM0530_MARKER: DS = TRIANGULATION STATION DISK
 AM0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0530
 AM0530  HISTORY     - Date     Condition        Report By
 AM0530  HISTORY     - 1953     MONUMENTED       CGS
 AM0530
 AM0530                          STATION DESCRIPTION
 AM0530
 AM0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AM0530'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF BAY CITY
 AM0530'IN THE SOUTHWEST PORTION OF THE BAY CITY AIRPORT, 84 FEET
 AM0530'SOUTHWEST OF THE CENTER OF THE RUNWAY, 4 FEET NORTHEAST OF
 AM0530'A CORNER POST, AND 4 FEET NORTH-NORTHEAST OF A WITNESS POST.
 AM0530'IT IS SET FLUSH WITH THE SURFACE AND IS STAMPED BAYPORT 1953.
 AM0530'
 AM0530'REFERENCE MARK NO. 1 IS 60 FEET SOUTHWEST OF THE CENTER
 AM0530'OF THE RUNWAY AND 28 FEET EAST-NORTHEAST OF A WITNESS POST.
 AM0530'IT IS SET FLUSH WITH THE SURFACE AND IS STAMPED BAYPORT NO
 AM0530'1 1953.
 AM0530'
 AM0530'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF A WITNESS POST AND
 AM0530'1.5 FEET EAST OF A NORTH-SOUTH FENCE.  IT PROJECTS 6 INCHES
 AM0530'AND IS STAMPED BAYPORT NO 2 1953.
 AM0530'
 AM0530'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 39.84 FEET.
 AM0530'
 AM0530'THE AZIMUTH MARK IS LOCATED IN THE NORTHWEST PORTION OF THE
 AM0530'AIRPORT ABOUT 0.1 MILE EAST OF NOVELL STREET, 12 FEET EAST
 AM0530'OF THE SOUTHEAST CORNER OF A LARGE METAL HANGAR, AND 2
 AM0530'FEET EAST OF AN UPRIGHT PIPE THAT SUPPORTS THE DOOR OF THE
 AM0530'HANGAR.  IT IS SET FLUSH WITH THE SURFACE AND IS STAMPED
 AM0530'BAYPORT 1953.
 AM0530'
 AM0530'TO REACH THE STATION FROM THE POST OFFICE IN BAY CITY, GO
 AM0530'EAST ON STATE HIGHWAY 35 FOR 1.5 MILES TO A SHELL STREET RIGHT,
 AM0530'(NORVELL STREET), TURN RIGHT AND GO SOUTH ON NORVELL STREET
 AM0530'FOR 0.25 MILE TO THE ENTRANCE TO THE BAY CITY AIRPORT, JUST
 AM0530'AFTER CROSSING OVER A RAILROAD TRACK, TURN LEFT INTO THE
 AM0530'AIRPORT AND GO EAST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 AM0530'LEFT AS DESCRIBED, CONTINUE EAST FOR 0.05 MILE TO THE RUNWAY,
 AM0530'BEAR SOUTHEAST AND GO ALONG THE RUNWAY FOR 0.3 MILE AND THE
 AM0530'STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6397 ***********************************************************************
 AW6397  DESIGNATION -  BAYPORT
 AW6397  PID         -  AW6397
 AW6397  STATE/COUNTY-  TX/HARRIS
 AW6397  USGS QUAD   -  LEAGUE CITY (1995)
 AW6397
 AW6397                         *CURRENT SURVEY CONTROL
 AW6397  ___________________________________________________________________
 AW6397* NAD 83(1993)-  29 36 42.87359(N)    095 00 51.83258(W)     ADJUSTED  
 AW6397* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AW6397  ___________________________________________________________________
 AW6397  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6397  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW6397
 AW6397  HORZ ORDER  -  FIRST
 AW6397
 AW6397.The horizontal coordinates were established by classical geodetic methods
 AW6397.and adjusted by the National Geodetic Survey in February 1996..
 AW6397
 AW6397.The orthometric height was scaled from a topographic map.
 AW6397
 AW6397.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6397
 AW6397.The geoid height was determined by GEOID03.
 AW6397
 AW6397;                    North         East     Units Scale Factor Converg.
 AW6397;SPC TXSC     - 4,203,690.417   985,920.378   MT  0.99987489   +1 57 09.3
 AW6397;SPC TXSC     -13,791,607.64  3,234,640.44   sFT  0.99987489   +1 57 09.3
 AW6397;UTM  15      - 3,277,477.758   304,943.772   MT  1.00006947   -0 59 44.4
 AW6397
 AW6397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6397!SPC TXSC     -   1.00000378  x   0.99987489  =   0.99987867
 AW6397!UTM  15      -   1.00000378  x   1.00006947  =   1.00007325
 AW6397
 AW6397|---------------------------------------------------------------------|
 AW6397| PID    Reference Object                     Distance      Geod. Az  |
 AW6397|                                                           dddmmss.s |
 AW6397| CV5995 BAYPORT RM 1                         25.870 METERS 01208     |
 AW6397| CV5996 BAYPORT RM 2                         24.665 METERS 26521     |
 AW6397| CV5994 BAYPORT AZ MK                                      2663332.0 |
 AW6397|---------------------------------------------------------------------|
 AW6397
 AW6397                          SUPERSEDED SURVEY CONTROL
 AW6397
 AW6397  NAD 83(1986)-  29 36 42.89041(N)    095 00 51.81288(W) AD(       ) 1
 AW6397  NAD 27      -  29 36 42.05886(N)    095 00 51.06879(W) AD(       ) 1
 AW6397
 AW6397.Superseded values are not recommended for survey control.
 AW6397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6397.See file dsdata.txt to determine how the superseded data were derived.
 AW6397
 AW6397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0494477478(NAD 83)
 AW6397_MARKER: DS = TRIANGULATION STATION DISK
 AW6397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6397_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6397
 AW6397  HISTORY     - Date     Condition        Report By
 AW6397  HISTORY     - 1968     MONUMENTED       CGS
 AW6397  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW6397  HISTORY     - 20000310 MARK NOT FOUND   USPSQD
 AW6397  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AW6397
 AW6397                          STATION DESCRIPTION
 AW6397
 AW6397'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6397'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF THE NATIONAL
 AW6397'AERONAUTICS AND SPACE ADMINISTRATION MANNED SPACECRAFT CENTER, 4
 AW6397'MILES SOUTH-SOUTHEAST OF LA PORTE AND 3-1/2 MILES NORTH-NORTHEAST
 AW6397'OF SEABROOK ON PROPERTY OF THE BAYPORT DIVISION-PORT OF HOUSTON.
 AW6397'
 AW6397'TO REACH THE STATION FROM THE POST OFFICE IN SEABROOK, GO NORTHWEST
 AW6397'ON THIRD STREET FOR 0.15 MILE TO STATE HIGHWAY 146, TURN RIGHT AND
 AW6397'GO NORTH ON THE HIGHWAY FOR 1.75 MILES TO A BLINKING TRAFFIC LIGHT
 AW6397'AT RED BLUFF ROAD, CONTINUE NORTH ON THE HIGHWAY FOR 1.65 MILES TO
 AW6397'A PAVED STREET ON THE RIGHT JUST AFTER CROSSING RAILROAD TRACKS,
 AW6397'(THE AZIMUTH MARK IS LOCATED IN THE NORTHEAST ANGLE OF THE
 AW6397'INTERSECTION OF THE PAVED STREET AND STATE HIGHWAY 146) TURN
 AW6397'RIGHT AND GO EAST ON THE PAVED STREET FOR 0.15 MILE TO A RAILROAD
 AW6397'CROSSING, CONTINUE AHEAD FOR 0.05 MILE TO A LOCKED GATE IN
 AW6397'A CHAIN LINK FENCE AND THE STATION ON THE LEFT JUST WEST OF THE
 AW6397'CHAIN LINK FENCE.
 AW6397'
 AW6397'THE STATION MARK IS A STANDARD DISK STAMPED BAYPORT 1968, SET IN
 AW6397'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1
 AW6397'INCH.  IT IS 76 FEET NORTH OF THE CENTER OF A PAVED STREET, 60.3
 AW6397'FEET NORTH-NORTHWEST OF A NORTH GATE POST IN THE CHAIN LINK FENCE,
 AW6397'50.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 AW6397'STORM DRAIN AND 20.2 FEET WEST OF THE CHAIN LINK FENCE.
 AW6397'
 AW6397'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BAYPORT NO 1 1968, SET
 AW6397'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AW6397'2 INCHES.  IT IS 63.2 FEET SOUTH OF A SOUTH GATE POST IN THE CHAIN
 AW6397'LINK FENCE AND 0.7 FEET WEST OF THE CHAIN LINK FENCE.
 AW6397'
 AW6397'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAYPORT NO 2 1968, SET
 AW6397'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AW6397'1 INCH.  IT IS 70 FEET NORTH OF THE CENTER OF THE PAVED STREET,
 AW6397'53.3 FEET SOUTHEAST OF THE EAST RAIL OF A RAILROAD TRACK AND 53.2
 AW6397'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 AW6397'STORM DRAIN.
 AW6397'
 AW6397'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAYPORT 1968, SET IN
 AW6397'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AW6397'WITH THE GROUND.  IT IS 60 FEET EAST OF THE CENTER OF STATE HIGHWAY
 AW6397'146, 29 FEET SOUTH OF POWER LINE POLE NUMBER 90, 25 FEET NORTH OF
 AW6397'THE CENTER OF THE PAVED STREET, 2 FEET SOUTH-SOUTHWEST OF A METAL
 AW6397'WITNESS POST AND 1 FOOT EAST OF A STOP SIGN.
 AW6397'
 AW6397'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 AW6397
 AW6397                          STATION RECOVERY (1994)
 AW6397
 AW6397'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6397'MARK NOT FOUND.
 AW6397
 AW6397                          STATION RECOVERY (2000)
 AW6397
 AW6397'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW6397'MARK NOT FOUND.
 AW6397
 AW6397                          STATION RECOVERY (2005)
 AW6397
 AW6397'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7015 ***********************************************************************
 AW7015  DESIGNATION -  BAYPORT
 AW7015  PID         -  AW7015
 AW7015  STATE/COUNTY-  TX/HARRIS
 AW7015  USGS QUAD   -  MONT BELVIEU (1994)
 AW7015
 AW7015                         *CURRENT SURVEY CONTROL
 AW7015  ___________________________________________________________________
 AW7015* NAD 83(1993)-  29 47 10.54762(N)    094 57 11.80110(W)     ADJUSTED  
 AW7015* NAVD 88     -         8.1    (meters)      27.     (feet)  GPS OBS   
 AW7015  ___________________________________________________________________
 AW7015  X           -    -478,346.395 (meters)                     COMP
 AW7015  Y           -  -5,519,358.402 (meters)                     COMP
 AW7015  Z           -   3,149,823.502 (meters)                     COMP
 AW7015  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AW7015  ELLIP HEIGHT-         -19.26  (meters)          (07/17/01) GPS OBS
 AW7015  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW7015
 AW7015  HORZ ORDER  -  THIRD
 AW7015  ELLP ORDER  -  FIFTH     CLASS I
 AW7015
 AW7015.This mark is at Baytown (HPY) Airport (HPY)
 AW7015
 AW7015.The horizontal coordinates were established by GPS observations
 AW7015.and adjusted by the National Geodetic Survey in January 1997..
 AW7015
 AW7015.The orthometric height was determined by GPS observations and a
 AW7015.high-resolution geoid model.
 AW7015
 AW7015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7015
 AW7015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7015
 AW7015.The ellipsoidal height was determined by GPS observations
 AW7015.and is referenced to NAD 83.
 AW7015
 AW7015.The geoid height was determined by GEOID03.
 AW7015
 AW7015;                    North         East     Units Scale Factor Converg.
 AW7015;SPC TXSC     - 4,223,206.509   991,167.658   MT  0.99989417   +1 58 57.1
 AW7015;SPC TXSC     -13,855,636.69  3,251,855.89   sFT  0.99989417   +1 58 57.1
 AW7015;UTM  15      - 3,296,701.143   311,189.799   MT  1.00003986   -0 58 14.2
 AW7015
 AW7015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7015!SPC TXSC     -   1.00000302  x   0.99989417  =   0.99989719
 AW7015!UTM  15      -   1.00000302  x   1.00003986  =   1.00004288
 AW7015
 AW7015:                Primary Azimuth Mark                     Grid Az
 AW7015:SPC TXSC     -  BAYPORT AZ MK                            322 20 25.5
 AW7015:UTM  15      -  BAYPORT AZ MK                            325 17 36.8
 AW7015
 AW7015|---------------------------------------------------------------------|
 AW7015| PID    Reference Object                     Distance      Geod. Az  |
 AW7015|                                                           dddmmss.s |
 AW7015| AW7016 BAYPORT AZ MK                       APPROX. 0.5 KM 3241922.6 |
 AW7015|---------------------------------------------------------------------|
 AW7015
 AW7015                          SUPERSEDED SURVEY CONTROL
 AW7015
 AW7015  ELLIP H (01/10/97)  -19.12   (m)                       GP(       ) 5 1
 AW7015  NAD 83(1993)-  29 47 10.54802(N)    094 57 11.80159(W) AD(       ) 3
 AW7015  ELLIP H (02/16/96)  -19.27   (m)                       GP(       ) 5 1
 AW7015  ELLIP H (01/21/93)  -19.44   (m)                       GP(       ) 4 2
 AW7015  NAD 83(1986)-  29 47 10.56312(N)    094 57 11.78322(W) AD(       ) 3
 AW7015  NAD 27      -  29 47 09.75580(N)    094 57 11.04677(W) AD(       ) 3
 AW7015  NGVD 29 (12/08/88)    8.0    (m)           26.     (f) GPS OBS        
 AW7015
 AW7015.Superseded values are not recommended for survey control.
 AW7015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7015.See file dsdata.txt to determine how the superseded data were derived.
 AW7015
 AW7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1119096701(NAD 83)
 AW7015_MARKER: I = METAL ROD
 AW7015_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW7015_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW7015_STAMPING: BAYPORT 1988
 AW7015_MARK LOGO: NGS   
 AW7015_PROJECTION: RECESSED 8 CENTIMETERS
 AW7015_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW7015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7015+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1995
 AW7015_ROD/PIPE-DEPTH: 11.5 meters
 AW7015_SLEEVE-DEPTH  : 1.0 meters
 AW7015
 AW7015  HISTORY     - Date     Condition        Report By
 AW7015  HISTORY     - 1988     MONUMENTED       NGS
 AW7015  HISTORY     - 19950112 GOOD             NGS
 AW7015
 AW7015                          STATION DESCRIPTION
 AW7015
 AW7015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AW7015'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF BAYTOWN, AT THE
 AW7015'BAYTOWN AIRPORT.  OWNERSHIP-- BRAD TIDWELL C/O BAYTOWN AIRPORT,
 AW7015'BARKULOO ROAD, BAYTOWN TX.  TELEPHONE NUMBER IS 713-452-1504.
 AW7015'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 146 AND FARM
 AW7015'ROAD 565.  GO SOUTHWEST ON STATE HIGHWAY 146 FOR 3.7 KM (2.30 MI) TO
 AW7015'MCKINNEY ROAD ON THE RIGHT.  TURN RIGHT ON MCKINNEY ROAD AND GO
 AW7015'NORTHERLY FOR 1.0 KM (0.60 MI) TO MASSEY-TOMPKINS ROAD.  TURN LEFT
 AW7015'AND GO WESTERLY ON MASSEY-TOMPKINS ROAD FOR 1.1 KM (0.70 MI) TO
 AW7015'BARKULOO ROAD ON THE RIGHT.  TURN RIGHT ON BARKULOO ROAD FOR 2.0 KM
 AW7015'(1.25 MI) TO A 4 WAY STOP.  CONTINUE AHEAD FOR 0.9 KM (0.55 MI) TO THE
 AW7015'AIRPORT OFFICE, ON THE RIGHT.  GO AROUND THE FENCE AT THE SOUTH END
 AW7015'OF THE PARKING LOT, TO THE TAXIWAY .  TURN RIGHT ON THE TAXIWAY FOR
 AW7015'0.5 KM (0.30 MI) TO THE STATION ON THE LEFT, NEAR THE JUNCTION OF THE
 AW7015'TAXIWAY AND THE RUNWAY.
 AW7015'THE STATION IS SET 35.1 M (115.2 FT) SOUTHWEST OF THE CENTERLINE OF
 AW7015'THE RUNWAY, 24.4 M (80.1 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 AW7015'TAXIWAY AND 0.45 M (1.5 FT) SOUTHEAST OF A WITNESS POST.
 AW7015'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW7015'DESCRIBED BY B.L.L.
 AW7015
 AW7015                          STATION RECOVERY (1995)
 AW7015
 AW7015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AW7015'THE STATION IS LOCATED ABOUT 1.85 MI (2.98 KM) NORTH OF BAYTOWN, NEAR
 AW7015'MIDFIELD OF THE BAYTOWN AIRPORT.  OWNERSHIP--RACECO, INC.  FOR ACCESS
 AW7015'TO THE AIRPORT CONTACT MR.  CRAIG MCNAIR, GENERAL MANAGER, 5600
 AW7015'BARKALOO ROAD, P.O.  BOX 570 BAYTOWN, TX 77522-0570.  PHONE (713)
 AW7015'421-1671.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND
 AW7015'N.  MAIN STREET (EXIT 793) , PROCEED SOUTH ON NORTH MAIN STREET FOR
 AW7015'1.25 MI (2.01 KM) TO THE INTERSECTION OF NORTH MAIN STREET AND ARCHER
 AW7015'STREET.  TURN LEFT, EAST, ON ARCHER STREET AND PROCEED FOR 0.3 MI (0.5
 AW7015'KM) TO THE INTERSECTION OF ARCHER STREET AND BARKALOO ROAD. TURN
 AW7015'RIGHT, SOUTH, ON BARKALOO ROAD AND PROCEED FOR 0.3 MI (0.5 KM) TO THE
 AW7015'ENTRANCE TO THE AIRPORT PARKING LOT ON THE SOUTH SIDE OF THE AIRPORT
 AW7015'TERMINAL.  GO EAST ACROSS THE AIRPORT PARKING LOT TO THE GATE.  PASS
 AW7015'THROUGH THE GATE AND PROCEED SOUTH AND EAST ALONG THE TAXIWAY FOR 0.3
 AW7015'MI (0.5 KM) TO THE HOLD BAR AND THE STATION ON THE LEFT.  THE STATION
 AW7015'IS 35.1 M (115.2 FT) SOUTHWEST OF THE CENTERLINE OF THE RUNWAY, 24.4 M
 AW7015'(80.1 FT) NORTH-NORTHWEST OF THE CENTER OF THE TAXIWAY.  NOTE--THE
 AW7015'WITNESS POST HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7016 ***********************************************************************
 AW7016  SACS        -  This is a Secondary Airport Control Station.
 AW7016  DESIGNATION -  BAYPORT AZ MK
 AW7016  PID         -  AW7016
 AW7016  STATE/COUNTY-  TX/HARRIS
 AW7016  USGS QUAD   -  MONT BELVIEU (1994)
 AW7016
 AW7016                         *CURRENT SURVEY CONTROL
 AW7016  ___________________________________________________________________
 AW7016* NAD 83(1993)-  29 47 23.80845(N)    094 57 22.71635(W)     ADJUSTED  
 AW7016* NAVD 88     -         9.68   (meters)      31.8    (feet)  GPS OBS   
 AW7016  ___________________________________________________________________
 AW7016  X           -    -478,621.068 (meters)                     COMP
 AW7016  Y           -  -5,519,132.399 (meters)                     COMP
 AW7016  Z           -   3,150,178.678 (meters)                     COMP
 AW7016  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AW7016  ELLIP HEIGHT-         -17.63  (meters)          (07/17/01) GPS OBS
 AW7016  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW7016
 AW7016  HORZ ORDER  -  FIRST
 AW7016  ELLP ORDER  -  FIFTH     CLASS I
 AW7016
 AW7016.This mark is at Baytown (HPY) Airport (HPY)
 AW7016
 AW7016.The horizontal coordinates were established by GPS observations
 AW7016.and adjusted by the National Geodetic Survey in January 1997..
 AW7016
 AW7016.The orthometric height was determined by GPS observations and a
 AW7016.high-resolution geoid model.
 AW7016
 AW7016.GPS derived orthometric heights for airport stations designated as
 AW7016.PACS or SACS are published to 2 decimal places.  This maintains
 AW7016.centimeter relative accuracy between the PACS and SACS.  It does
 AW7016.not indicate centimeter accuracy relative to other marks which are
 AW7016.part of the NAVD 88 network.
 AW7016
 AW7016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7016
 AW7016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7016
 AW7016.The ellipsoidal height was determined by GPS observations
 AW7016.and is referenced to NAD 83.
 AW7016
 AW7016.The geoid height was determined by GEOID03.
 AW7016
 AW7016;                    North         East     Units Scale Factor Converg.
 AW7016;SPC TXSC     - 4,223,604.403   990,860.578   MT  0.99989467   +1 58 51.8
 AW7016;SPC TXSC     -13,856,942.11  3,250,848.41   sFT  0.99989467   +1 58 51.8
 AW7016;UTM  15      - 3,297,114.390   310,903.584   MT  1.00004120   -0 58 20.0
 AW7016
 AW7016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7016!SPC TXSC     -   1.00000277  x   0.99989467  =   0.99989744
 AW7016!UTM  15      -   1.00000277  x   1.00004120  =   1.00004397
 AW7016
 AW7016:                Primary Azimuth Mark                     Grid Az
 AW7016:SPC TXSC     -  HPY A                                    131 34 10.8
 AW7016:UTM  15      -  HPY A                                    134 31 22.6
 AW7016
 AW7016|---------------------------------------------------------------------|
 AW7016| PID    Reference Object                     Distance      Geod. Az  |
 AW7016|                                                           dddmmss.s |
 AW7016| AB3193 HPY A                               APPROX. 0.5 KM 1333302.6 |
 AW7016| AW7015 BAYPORT                             APPROX. 0.5 KM 1441917.1 |
 AW7016|---------------------------------------------------------------------|
 AW7016
 AW7016                          SUPERSEDED SURVEY CONTROL
 AW7016
 AW7016  ELLIP H (01/10/97)  -17.50   (m)                       GP(       ) 5 1
 AW7016  NAD 83(1993)-  29 47 23.80833(N)    094 57 22.71688(W) AD(       ) 3
 AW7016  ELLIP H (02/16/96)  -17.64   (m)                       GP(       ) 5 1
 AW7016  ELLIP H (01/21/93)  -17.81   (m)                       GP(       ) 4 2
 AW7016  NAD 83(1986)-  29 47 23.82344(N)    094 57 22.69851(W) AD(       ) 3
 AW7016  NAD 27      -  29 47 23.01658(N)    094 57 21.96168(W) AD(       ) 3
 AW7016  NGVD 29 (12/08/88)    9.6    (m)           31.     (f) GPS OBS        
 AW7016
 AW7016.Superseded values are not recommended for survey control.
 AW7016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7016.See file dsdata.txt to determine how the superseded data were derived.
 AW7016
 AW7016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1090497114(NAD 83)
 AW7016_MARKER: I = METAL ROD
 AW7016_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW7016_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW7016_STAMPING: BAYPORT AZ MK 1988
 AW7016_MARK LOGO: NGS   
 AW7016_PROJECTION: RECESSED 8 CENTIMETERS
 AW7016_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW7016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7016+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1995
 AW7016_ROD/PIPE-DEPTH: 10.5 meters
 AW7016_SLEEVE-DEPTH  : 1.0 meters
 AW7016
 AW7016  HISTORY     - Date     Condition        Report By
 AW7016  HISTORY     - 1988     MONUMENTED       NGS
 AW7016  HISTORY     - 19950112 GOOD             NGS
 AW7016
 AW7016                          STATION DESCRIPTION
 AW7016
 AW7016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AW7016'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF BAYTOWN, AT THE
 AW7016'BAYTOWN AIRPORT.  OWNERSHIP-- BRAD TIDWELL C/O BAYTOWN AIRPORT,
 AW7016'BARKULOO ROAD, BAYTOWN TX.  TELEPHONE NUMBER IS 713-452-1504.
 AW7016'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 146 AND FARM
 AW7016'ROAD 565.  GO SOUTHWEST ON STATE HIGHWAY 146 FOR 3.7 KM (2.30 MI) TO
 AW7016'MCKINNEY ROAD ON THE RIGHT.  TURN RIGHT ON MCKINNEY ROAD AND GO
 AW7016'NORTHERLY FOR 1.0 KM (0.60 MI) TO MASSEY-TOMPKINS ROAD.  TURN LEFT
 AW7016'AND GO WESTERLY ON MASSEY-TOMPKINS ROAD FOR 1.1 KM (0.70 MI) TO
 AW7016'BARKULOO ROAD ON THE RIGHT.  TURN RIGHT ON BARKULOO ROAD FOR 2.0 KM
 AW7016'(1.25 MI) TO A 4 WAY STOP.  CONTINUE AHEAD FOR 0.9 KM (0.55 MI) TO THE
 AW7016'AIRPORT OFFICE, ON THE RIGHT.  GO AROUND THE FENCE AT THE SOUTH END
 AW7016'OF THE PARKING LOT, TO THE TAXIWAY .  TURN LEFT, NORTHWEST ON THE
 AW7016'TAXIWAY FOR 0.4 KM (0.25 MI) TO THE AZIMUTH ON THE RIGHT.
 AW7016'THE STATION IS SET 24.6 M (80.7 FT) SOUTHEAST OF THE SOLID YELLOW LINE
 AW7016'ON THE TAXIWAY, 21.1 M (69.2 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AW7016'RUNWAY, 16.2 M (53.1 FT) SOUTH OF 2 BLUE LIGHTS AT THE HOLD LINES,
 AW7016'14.8 M (48.6 FT) NORTHEAST OF THE CENTER OF THE TAXIWAY AND 0.7 M
 AW7016'(2.3 FT) SOUTHWEST OF A WITNESS POST.
 AW7016'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW7016'DESCRIBED BY B.L.L.
 AW7016
 AW7016                          STATION RECOVERY (1995)
 AW7016
 AW7016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AW7016'THE STATION IS LOCATED ABOUT 1.85 MI (2.98 KM) NORTH OF BAYTOWN, ON
 AW7016'THE NORTHWEST SIDE OF THE BAYTOWN AIRPORT NEAR RUNWAY END 14.
 AW7016'OWNERSHIP--RACECO, INC.  FOR ACCESS TO THE AIRPORT CONTACT MR.  CRAIG
 AW7016'MCNAIR, GENERAL MANAGER, 5600 BARKALOO ROAD, P.O.  BOX 570 BAYTOWN, TX
 AW7016'77522-0570.  PHONE (713) 421-1671.  TO REACH THE STATION FROM THE
 AW7016'JUNCTION OF INTERSTATE 10 AND N.  MAIN STREET (EXIT 793) , PROCEED
 AW7016'SOUTH ON NORTH MAIN STREET FOR 1.25 MI (2.01 KM) TO THE INTERSECTION
 AW7016'OF NORTH MAIN STREET AND ARCHER STREET.  TURN LEFT, EAST, ON ARCHER
 AW7016'STREET AND PROCEED FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF ARCHER
 AW7016'STREET AND BARKALOO ROAD.  TURN RIGHT, SOUTH, ON BARKALOO ROAD AND
 AW7016'PROCEED FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO THE AIRPORT PARKING LOT
 AW7016'ON THE SOUTH SIDE OF THE AIRPORT TERMINAL.  GO EAST ACROSS THE AIRPORT
 AW7016'PARKING LOT TO THE GATE.  PASS THROUGH THE GATE AND TURN LEFT AND
 AW7016'PROCEED NORTH AND WEST ALONG THE TAXIWAY FOR 0.4 MI (0.6 KM) TO THE
 AW7016'AZIMUTH MARK ON THE RIGHT.  THE STATION IS 24.6 M (80.7 FT) SOUTHEAST
 AW7016'OF THE SOLID YELLOW LINE ON THE TAXIWAY, 21.1 M (69.2 FT) SOUTHEAST OF
 AW7016'THE CENTERLINE OF THE RUNWAY.  16.2M SOUTH OF TWO TAXIWAY LIGHTS AT
 AW7016'THE HOLD BAR, 14.8 M (48.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 AW7016'TAXIWAY.  NOTE--THIS STATION WAS SELECTED AS A SACS.  WITNESS POST HAS
 AW7016'BEEN DESTROYED, ACCESS COVER IS BROKEN OFF OF THE LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2107 ***********************************************************************
 AN2107  DESIGNATION -  BAYSIDE
 AN2107  PID         -  AN2107
 AN2107  STATE/COUNTY-  TX/REFUGIO
 AN2107  USGS QUAD   -  BAYSIDE (1979)
 AN2107
 AN2107                         *CURRENT SURVEY CONTROL
 AN2107  ___________________________________________________________________
 AN2107* NAD 83(1993)-  28 05 23.27197(N)    097 12 51.13119(W)     ADJUSTED  
 AN2107* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AN2107  ___________________________________________________________________
 AN2107  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AN2107  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN2107
 AN2107  HORZ ORDER  -  FIRST
 AN2107
 AN2107.The horizontal coordinates were established by classical geodetic methods
 AN2107.and adjusted by the National Geodetic Survey in February 1996..
 AN2107
 AN2107.The orthometric height was scaled from a topographic map.
 AN2107
 AN2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2107
 AN2107.The geoid height was determined by GEOID03.
 AN2107
 AN2107;                    North         East     Units Scale Factor Converg.
 AN2107;SPC TXSC     - 4,029,765.389   775,518.726   MT  1.00009719   +0 52 29.6
 AN2107;SPC TXSC     -13,220,988.61  2,544,347.69   sFT  1.00009719   +0 52 29.6
 AN2107;SPC TX S     - 5,269,123.106   426,375.674   MT  1.00007498   +0 35 01.5
 AN2107;SPC TX S     -17,287,114.72  1,398,867.52   sFT  1.00007498   +0 35 01.5
 AN2107;UTM  14      - 3,108,437.514   675,454.212   MT  0.99997996   +0 50 27.8
 AN2107
 AN2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2107!SPC TXSC     -   1.00000348  x   1.00009719  =   1.00010067
 AN2107!SPC TX S     -   1.00000348  x   1.00007498  =   1.00007846
 AN2107!UTM  14      -   1.00000348  x   0.99997996  =   0.99998344
 AN2107
 AN2107|---------------------------------------------------------------------|
 AN2107| PID    Reference Object                     Distance      Geod. Az  |
 AN2107|                                                           dddmmss.s |
 AN2107| CV3746 BAYSIDE RM 3                         24.978 METERS 08719     |
 AN2107| CV4724 MARY RM 2                            19.699 METERS 09530     |
 AN2107| AN2099 ROCKPORT COURTHOUSE DOME            APPROX.17.4 KM 1140217.5 |
 AN2107| CV3744 BAYSIDE RM 1                                       2071600.2 |
 AN2107| CV3743 BAYSIDE AZ MK                                      2071955.0 |
 AN2107| CV3745 BAYSIDE RM 2                         54.221 METERS 31030     |
 AN2107|---------------------------------------------------------------------|
 AN2107
 AN2107                          SUPERSEDED SURVEY CONTROL
 AN2107
 AN2107  NAD 83(1986)-  28 05 23.27852(N)    097 12 51.11050(W) AD(       ) 1
 AN2107  NAD 27      -  28 05 22.22900(N)    097 12 50.13900(W) AD(       ) 1
 AN2107
 AN2107.Superseded values are not recommended for survey control.
 AN2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2107.See file dsdata.txt to determine how the superseded data were derived.
 AN2107
 AN2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS7545408438(NAD 83)
 AN2107_MARKER: DS = TRIANGULATION STATION DISK
 AN2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2107
 AN2107  HISTORY     - Date     Condition        Report By
 AN2107  HISTORY     - 1931     MONUMENTED       CGS
 AN2107  HISTORY     - 1934     GOOD             CGS
 AN2107  HISTORY     - 1938     GOOD             CGS
 AN2107  HISTORY     - 1938     GOOD             WESGEO
 AN2107  HISTORY     - 1953     GOOD             CGS
 AN2107  HISTORY     - 19910704 GOOD             USPSQD
 AN2107  HISTORY     - 19940716 GOOD             USPSQD
 AN2107  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2107
 AN2107                          STATION DESCRIPTION
 AN2107
 AN2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2107'STATION IS ABOUT 14 MILES NW OF ROCKPORT, IN THE VILLAGE OF
 AN2107'BAYSIDE, ON W SHORE OF COPANO BAY, IN FENCE LINE BETWEEN PROPERTY
 AN2107'OF VILLAGE AND OF BERT R. HAND, 84.3 FEET S OF SW CORNER OF
 AN2107'HANDS HOUSE, AND 33 FEET SW OF A DOUBLE MESQUITE TREE.
 AN2107'
 AN2107'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET
 AN2107'IN CONCRETE.
 AN2107'
 AN2107'REFERENCE MARK NO. 1 IS BETWEEN ROAD AND BEACH, 4 YARDS W
 AN2107'OF BEACH AND 8 YARDS E OF CENTER LINE OF ROAD, APPROXIMATELY
 AN2107'ON RANGE BETWEEN BATH HOUSE ON PIER OF F.B. ROOKE APARTMENT
 AN2107'HOUSE AND LAST HOUSE ON BLUFF SW OF TOWN WITH RADIO BALL ON
 AN2107'ROOF, AND 0.2 MILE FROM STATION.
 AN2107'
 AN2107'REFERENCE MARK NO. 2 IS 29 FEET N OF CENTER LINE OF ROAD,
 AN2107'29.2 FEET S OF SE CORNER OF M.G. AUTREYS GROCERY STORE AND
 AN2107'FILLING STATION, AND 177.7 FEET FROM STATION
 AN2107'N 49 DEG 32 MIN W.  MARY REFERENCE MARK NO. 2 (1911), STANDARD
 AN2107'REFERENCE DISK ABOVE AND BOTTLE BELOW, BOTH IN CONCRETE, IS IN
 AN2107'A GRASS PLOT BETWEEN ROAD AT EDGE OF BLUFF AND HANDS FENCE, 11
 AN2107'YARDS NW OF CENTER LINE OF ROAD, AND 64.65 FEET FROM STATION.
 AN2107'BEARING FROM STATION OF ROCKPORT COURTHOUSE DOME, IS S 65 DEG 58 MIN
 AN2107'E.
 AN2107'
 AN2107'REACHED FROM ROCKPORT ON THE BAYSIDE-ROCKPORT ROAD ABOUT
 AN2107'14 MILES TO BAYSIDE.  HANDS HOUSE IS IN SE PART OF VILLAGE, JUST
 AN2107'S OF ROAD LEADING TO CAUSEWAY, AND OPPOSITE M.G. AUTREYS GROCERY
 AN2107'STORE AND FILLING STATION.
 AN2107
 AN2107                          STATION RECOVERY (1934)
 AN2107
 AN2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2107'STATION WAS RECOVERED AND DESCRIPTION FOUND TO BE CORRECT
 AN2107'EXCEPT THAT JUDGE J.T. VANCE OF REFUGIO NOW OWNS THE PROPERTY
 AN2107'UPON WHICH THE STATION IS NOW LOCATED.
 AN2107
 AN2107                          STATION RECOVERY (1938)
 AN2107
 AN2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (JMF)
 AN2107'STATION LOCATED AND USED.  IT WAS IN GOOD SOUND CONDITION.
 AN2107
 AN2107                          STATION RECOVERY (1938)
 AN2107
 AN2107'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2107'MONUMENT FOUND IN PLACE.
 AN2107
 AN2107                          STATION RECOVERY (1953)
 AN2107
 AN2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2107'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 AN2107'CONDITION.  THE OTHER REFERENCE MARK AND THE AZIMUTH MARK
 AN2107'HAVE BEEN DESTROYED.  A NEW REFERENCE MARK AND AN AZIMUTH MARK
 AN2107'WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 AN2107'
 AN2107'THE STATION IS LOCATED ON THE WEST SIDE OF COPANO BAY, IN THE
 AN2107'VILLAGE OF BAYSIDE ON PROPERTY OWNED BY MRS. FRED FERGUSON,
 AN2107'WHO RESIDES IN TAFT.
 AN2107'
 AN2107'TO REACH THE STATION FROM THE POST OFFICE IN BAYSIDE, GO
 AN2107'SOUTH 0.15 MILE TO A CROSS STREET.  TURN LEFT, GO EAST 0.1
 AN2107'MILE TO THE END OF ROAD AT SHORE AND STATION ON THE RIGHT.
 AN2107'
 AN2107'THE STATION MARK IS STAMPED BAYSIDE 1931 34.  IT IS A STANDARD
 AN2107'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 AN2107'IS 40 FEET SOUTH OF THE SOUTHEAST CORNER OF A WHITE HOUSE
 AN2107'AND 2 FEET NORTH OF THE SOUTHWEST CORNER OF THE LAWN FENCE.
 AN2107'
 AN2107'REFERENCE MARK 2 IS STAMPED BAYSIDE 1931 34 NO 2.  IT IS A
 AN2107'STANDARD DISK SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH
 AN2107'THE GROUND LEVEL.  IT IS 75 FEET SOUTH OF THE SOUTHEAST CORNER
 AN2107'OF TRIPLETTS STORE AND SERVICE STATION AND 30 FEET WEST OF THE
 AN2107'CENTER LINE OF A PAVED STREET.
 AN2107'
 AN2107'REFERENCE MARK 3 IS STAMPED BAYSIDE NO 3 1931 34.  IT IS A
 AN2107'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4
 AN2107'INCHES.  IT IS 38 FEET EAST OF THE GATE IN A PICKET FENCE, 24
 AN2107'FEET WEST OF THE EDGE OF THE BANK WHICH IS THE SHORE LINE OF
 AN2107'THE BAY, AND 6 FEET WEST OF A WHITE WITNESS POST.
 AN2107'
 AN2107'THE AZIMUTH MARK IS STAMPED BAYSIDE 1931 RESET 1953.  IT IS A
 AN2107'STANDARD DISK SET FLUSH IN CONCRETE IN THE NORTHWEST END OF
 AN2107'THE BRIDGE THAT IS WHERE FARM ROAD 136 CROSSES COPANO BAY 0.8
 AN2107'MILE SOUTHEAST OF BAYSIDE.  THE MARK IS 16 FEET NORTHEAST
 AN2107'OF AND 2 FEET LOWER THAN THE CENTER LINE OF FARM ROAD 136
 AN2107'AND 4 INCHES NORTHEAST OF A U.S.C. AND G.S. BENCH MARK THAT IS
 AN2107'STAMPED 1942.
 AN2107
 AN2107                          STATION RECOVERY (1991)
 AN2107
 AN2107'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN2107'RECOVERED IN GOOD CONDITION.
 AN2107
 AN2107                          STATION RECOVERY (1994)
 AN2107
 AN2107'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2107'RECOVERED IN GOOD CONDITION.
 AN2107
 AN2107                          STATION RECOVERY (1999)
 AN2107
 AN2107'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0951 ***********************************************************************
 AW0951  DESIGNATION -  BAYTOWN 1465
 AW0951  PID         -  AW0951
 AW0951  STATE/COUNTY-  TX/HARRIS
 AW0951  USGS QUAD   -  HIGHLANDS (1995)
 AW0951
 AW0951                         *CURRENT SURVEY CONTROL
 AW0951  ___________________________________________________________________
 AW0951* NAD 83(1986)-  29 45 28.     (N)    095 01 50.     (W)     SCALED    
 AW0951* NAVD 88     -         8.093  (meters)      26.55   (feet)  ADJUSTED  
 AW0951  ___________________________________________________________________
 AW0951  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0951  DYNAMIC HT  -           8.082 (meters)      26.52  (feet)  COMP
 AW0951  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 AW0951
 AW0951  VERT ORDER  -  FIRST     CLASS I
 AW0951
 AW0951.The horizontal coordinates were scaled from a topographic map and have
 AW0951.an estimated accuracy of +/- 6 seconds.
 AW0951
 AW0951.The orthometric height was determined by differential leveling
 AW0951.and adjusted by the National Geodetic Survey in June 1991..
 AW0951
 AW0951.The geoid height was determined by GEOID03.
 AW0951
 AW0951.The dynamic height is computed by dividing the NAVD 88
 AW0951.geopotential number by the normal gravity value computed on the
 AW0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0951.degrees latitude (g = 980.6199 gals.).
 AW0951
 AW0951.The modeled gravity was interpolated from observed gravity values.
 AW0951
 AW0951;                    North         East    Units  Estimated Accuracy
 AW0951;SPC TXSC     - 4,219,800.      983,810.      MT  (+/- 180 meters Scaled)
 AW0951
 AW0951                          SUPERSEDED SURVEY CONTROL
 AW0951
 AW0951  NGVD 29 (12/23/87)    8.090  (m)           26.54   (f) ADJUSTED    1 1
 AW0951
 AW0951.Superseded values are not recommended for survey control.
 AW0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0951.See file dsdata.txt to determine how the superseded data were derived.
 AW0951
 AW0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN036936(NAD 83)
 AW0951_MARKER: Z = SEE DESCRIPTION
 AW0951_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW0951_SP_SET: GALVANIZED STEEL PIPE
 AW0951_MARK LOGO: USGS  
 AW0951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0951+STABILITY: POSITION/ELEVATION WELL
 AW0951
 AW0951  HISTORY     - Date     Condition        Report By
 AW0951  HISTORY     - UNK      MONUMENTED       USGS
 AW0951  HISTORY     - 1976     GOOD             NGS
 AW0951  HISTORY     - 1978     GOOD             NGS
 AW0951  HISTORY     - 1983     GOOD             NGS
 AW0951  HISTORY     - 1986     GOOD             NGS
 AW0951
 AW0951                          STATION DESCRIPTION
 AW0951
 AW0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW0951'3.6 MI NW FROM BAYTOWN.
 AW0951'ABOUT 0.15 MILE SW ALONG MARKET STREET FROM SUBSTATION A POST OFFICE
 AW0951'AT BAYTOWN, THENCE 2.85 MILES NW ALONG BAYWAY DRIVE, THENCE 0.3 MILE
 AW0951'EAST ALONG NORTH STREET, THENCE 0.15 MI NORTH ALONG WOOSTER STREET,
 AW0951'THENCE 0.15 MILE WEST ALONG COBURN STREET AND INSIDE CHAIN LINK FENCE
 AW0951'FOR WATER SUPPLY.  THE POINT HELD WAS BETWEEN 2 FILE MARKS ON TOP OF A
 AW0951'2-INCH PIPE WHICH IS PROTECTED BY A 6-INCH PIPE AND THE MOST SOUTHERLY
 AW0951'ONE OF 2 MONITORING SITES.  SITE IS MAINTAINED AND PROTECTED BY USGS
 AW0951'INSIDE A SMALL METAL BUILDING.
 AW0951
 AW0951                          STATION RECOVERY (1978)
 AW0951
 AW0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0951'RECOVERED IN GOOD CONDITION.
 AW0951
 AW0951                          STATION RECOVERY (1983)
 AW0951
 AW0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0951'RECOVERED IN GOOD CONDITION.
 AW0951
 AW0951                          STATION RECOVERY (1986)
 AW0951
 AW0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5535 ***********************************************************************
 AW5535  DESIGNATION -  BAYTOWN 1465 RESET
 AW5535  PID         -  AW5535
 AW5535  STATE/COUNTY-  TX/HARRIS
 AW5535  USGS QUAD   -  HIGHLANDS (1995)
 AW5535
 AW5535                         *CURRENT SURVEY CONTROL
 AW5535  ___________________________________________________________________
 AW5535* NAD 83(1986)-  29 45 28.     (N)    095 01 50.     (W)     SCALED    
 AW5535* NAVD 88     -         8.074  (meters)      26.49   (feet)  ADJUSTED  
 AW5535  ___________________________________________________________________
 AW5535  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW5535  DYNAMIC HT  -           8.063 (meters)      26.45  (feet)  COMP
 AW5535  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 AW5535
 AW5535  VERT ORDER  -  FIRST     CLASS II
 AW5535
 AW5535.The horizontal coordinates were scaled from a topographic map and have
 AW5535.an estimated accuracy of +/- 6 seconds.
 AW5535
 AW5535.The orthometric height was determined by differential leveling
 AW5535.and adjusted by the National Geodetic Survey in June 1991..
 AW5535
 AW5535.The geoid height was determined by GEOID03.
 AW5535
 AW5535.The dynamic height is computed by dividing the NAVD 88
 AW5535.geopotential number by the normal gravity value computed on the
 AW5535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5535.degrees latitude (g = 980.6199 gals.).
 AW5535
 AW5535.The modeled gravity was interpolated from observed gravity values.
 AW5535
 AW5535;                    North         East    Units  Estimated Accuracy
 AW5535;SPC TXSC     - 4,219,800.      983,810.      MT  (+/- 180 meters Scaled)
 AW5535
 AW5535                          SUPERSEDED SURVEY CONTROL
 AW5535
 AW5535  NGVD 29 (12/23/87)    8.072  (m)           26.48   (f) ADJUSTED    1 2
 AW5535
 AW5535.Superseded values are not recommended for survey control.
 AW5535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5535.See file dsdata.txt to determine how the superseded data were derived.
 AW5535
 AW5535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN036936(NAD 83)
 AW5535_MARKER: H = DRILL HOLE
 AW5535_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW5535_SP_SET: GALVANIZED STEEL PIPE
 AW5535_PROJECTION: PROJECTING 60 CENTIMETERS
 AW5535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5535+STABILITY: POSITION/ELEVATION WELL
 AW5535_ROD/PIPE-DEPTH: 447  meters
 AW5535
 AW5535  HISTORY     - Date     Condition        Report By
 AW5535  HISTORY     - 1986     MONUMENTED       USGS
 AW5535  HISTORY     - 1989     GOOD             USPSQD
 AW5535
 AW5535                          STATION DESCRIPTION
 AW5535
 AW5535'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 AW5535'6.4 KM (4.0 MI) NW FROM BAYTOWN.
 AW5535'0.3 KM (0.15 MI) SOUTHWEST ALONG MARKET STREET FROM THE SUB-STATION A
 AW5535'POST OFFICE IN BAYTOWN, THENCE 4.6 KM (2.85 MI) NORTHWEST ALONG BAYWAY
 AW5535'DRIVE, THENCE 0.5 KM (0.3 MI) EAST ALONG NORTH STREET, THENCE 0.3 KM
 AW5535'(0.15 MI) NORTH ALONG WOOSTER STREET, THENCE 0.3 KM (0.15 MI) WEST
 AW5535'ALONG COBURN STREET, INSIDE A CHAIN LINK FENCE AROUND THE BAYTOWN
 AW5535'WATER PUMPING STATION, THE CENTER OF A 1/16-INCH DRILL HOLE PAINTED
 AW5535'ORANGE, 1-INCH BELOW THE TOP OF A 2-INCH PIPE, PROTECTED BY A 6-INCH
 AW5535'PIPE INSIDE THE SOUTH ONE OF TWO SMALL METAL BUILDINGS MAINTAINED BY
 AW5535'THE USGS.
 AW5535'THE MARK IS 0.6 M ABOVE GROUND.
 AW5535
 AW5535                          STATION RECOVERY (1989)
 AW5535
 AW5535'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW5535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0950 ***********************************************************************
 AW0950  DESIGNATION -  BAYTOWN 430
 AW0950  PID         -  AW0950
 AW0950  STATE/COUNTY-  TX/HARRIS
 AW0950  USGS QUAD   -  HIGHLANDS (1995)
 AW0950
 AW0950                         *CURRENT SURVEY CONTROL
 AW0950  ___________________________________________________________________
 AW0950* NAD 83(1986)-  29 45 28.     (N)    095 01 50.     (W)     SCALED    
 AW0950* NAVD 88     -         7.978  (meters)      26.17   (feet)  ADJUSTED  
 AW0950  ___________________________________________________________________
 AW0950  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0950  DYNAMIC HT  -           7.967 (meters)      26.14  (feet)  COMP
 AW0950  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 AW0950
 AW0950  VERT ORDER  -  FIRST     CLASS I
 AW0950
 AW0950.The horizontal coordinates were scaled from a topographic map and have
 AW0950.an estimated accuracy of +/- 6 seconds.
 AW0950
 AW0950.The orthometric height was determined by differential leveling
 AW0950.and adjusted by the National Geodetic Survey in June 1991..
 AW0950
 AW0950.The geoid height was determined by GEOID03.
 AW0950
 AW0950.The dynamic height is computed by dividing the NAVD 88
 AW0950.geopotential number by the normal gravity value computed on the
 AW0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0950.degrees latitude (g = 980.6199 gals.).
 AW0950
 AW0950.The modeled gravity was interpolated from observed gravity values.
 AW0950
 AW0950;                    North         East    Units  Estimated Accuracy
 AW0950;SPC TXSC     - 4,219,800.      983,810.      MT  (+/- 180 meters Scaled)
 AW0950
 AW0950                          SUPERSEDED SURVEY CONTROL
 AW0950
 AW0950  NGVD 29 (12/23/87)    7.975  (m)           26.16   (f) ADJUSTED    1 1
 AW0950
 AW0950.Superseded values are not recommended for survey control.
 AW0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0950.See file dsdata.txt to determine how the superseded data were derived.
 AW0950
 AW0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN036936(NAD 83)
 AW0950_MARKER: Z = SEE DESCRIPTION
 AW0950_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW0950_SP_SET: GALVANIZED STEEL PIPE
 AW0950_MARK LOGO: USGS  
 AW0950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0950+STABILITY: POSITION/ELEVATION WELL
 AW0950
 AW0950  HISTORY     - Date     Condition        Report By
 AW0950  HISTORY     - UNK      MONUMENTED       USGS
 AW0950  HISTORY     - 1976     GOOD             NGS
 AW0950  HISTORY     - 1978     GOOD             NGS
 AW0950  HISTORY     - 1983     GOOD             NGS
 AW0950  HISTORY     - 1986     GOOD             NGS
 AW0950
 AW0950                          STATION DESCRIPTION
 AW0950
 AW0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW0950'3.6 MI NW FROM BAYTOWN.
 AW0950'ABOUT 0.15 MILE SW ALONG MARKET STREET FROM SUBSTATION A POST OFFICE
 AW0950'AT BAYTOWN, THENCE 2.85 MILES NW ALONG BAYWAY DRIVE, THENCE 0.3 MILE
 AW0950'EAST ALONG NORTH STREET, THENCE 0.15 MILE NORTH ALONG WOOSTER STREET,
 AW0950'THENCE 0.15 MILE WEST ALONG COBURN STREET AND INSIDE CHAIN LINK FENCE
 AW0950'FOR WATER SUPPLY.  THE POINT HELD WAS IN BETWEEN 2 FILE MARKS ON TOP
 AW0950'OF A 2-INCH PIPE WHICH IS PROTECTED BY A 6-INCH PIPE AND INSIDE A
 AW0950'SMALL METAL BUILDING.  THE MOST NORTHERLY ONE OF 2 MONITORING SITES
 AW0950'PROTECTED AND MAINTAINED BY USGS.
 AW0950
 AW0950                          STATION RECOVERY (1978)
 AW0950
 AW0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0950'RECOVERED IN GOOD CONDITION.
 AW0950
 AW0950                          STATION RECOVERY (1983)
 AW0950
 AW0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0950'RECOVERED IN GOOD CONDITION.
 AW0950
 AW0950                          STATION RECOVERY (1986)
 AW0950
 AW0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5536 ***********************************************************************
 AW5536  DESIGNATION -  BAYTOWN 430 RESET
 AW5536  PID         -  AW5536
 AW5536  STATE/COUNTY-  TX/HARRIS
 AW5536  USGS QUAD   -  HIGHLANDS (1995)
 AW5536
 AW5536                         *CURRENT SURVEY CONTROL
 AW5536  ___________________________________________________________________
 AW5536* NAD 83(1986)-  29 45 28.     (N)    095 01 50.     (W)     SCALED    
 AW5536* NAVD 88     -         7.959  (meters)      26.11   (feet)  ADJUSTED  
 AW5536  ___________________________________________________________________
 AW5536  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW5536  DYNAMIC HT  -           7.948 (meters)      26.08  (feet)  COMP
 AW5536  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 AW5536
 AW5536  VERT ORDER  -  FIRST     CLASS II
 AW5536
 AW5536.The horizontal coordinates were scaled from a topographic map and have
 AW5536.an estimated accuracy of +/- 6 seconds.
 AW5536
 AW5536.The orthometric height was determined by differential leveling
 AW5536.and adjusted by the National Geodetic Survey in June 1991..
 AW5536
 AW5536.The geoid height was determined by GEOID03.
 AW5536
 AW5536.The dynamic height is computed by dividing the NAVD 88
 AW5536.geopotential number by the normal gravity value computed on the
 AW5536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5536.degrees latitude (g = 980.6199 gals.).
 AW5536
 AW5536.The modeled gravity was interpolated from observed gravity values.
 AW5536
 AW5536;                    North         East    Units  Estimated Accuracy
 AW5536;SPC TXSC     - 4,219,800.      983,810.      MT  (+/- 180 meters Scaled)
 AW5536
 AW5536                          SUPERSEDED SURVEY CONTROL
 AW5536
 AW5536  NGVD 29 (12/23/87)    7.957  (m)           26.11   (f) ADJUSTED    1 2
 AW5536
 AW5536.Superseded values are not recommended for survey control.
 AW5536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5536.See file dsdata.txt to determine how the superseded data were derived.
 AW5536
 AW5536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN036936(NAD 83)
 AW5536_MARKER: H = DRILL HOLE
 AW5536_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW5536_SP_SET: GALVANIZED STEEL PIPE
 AW5536_PROJECTION: PROJECTING 60 CENTIMETERS
 AW5536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5536+STABILITY: POSITION/ELEVATION WELL
 AW5536_ROD/PIPE-DEPTH: 131  meters
 AW5536
 AW5536  HISTORY     - Date     Condition        Report By
 AW5536  HISTORY     - 1986     MONUMENTED       USGS
 AW5536  HISTORY     - 1989     GOOD             USPSQD
 AW5536
 AW5536                          STATION DESCRIPTION
 AW5536
 AW5536'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 AW5536'5.8 KM (3.6 MI) NW FROM BAYTOWN.
 AW5536'0.3 KM (0.15 MI) SOUTHWEST ALONG MARKET STREET FROM THE SUB-STATION A
 AW5536'POST OFFICE IN BAYTOWN, THENCE 4.6 KM (2.85 MI) NORTHWEST ALONG BAYWAY
 AW5536'DRIVE, THENCE 0.5 KM (0.3 MI) EAST ALONG NORTH STREET, THENCE 0.3 KM
 AW5536'(0.15 MI) NORTH ALONMG WOOSTER STREET, THENCE 0.3 KM (0.15 MI) WEST
 AW5536'ALONG COBURN STREET, INSIDE A CHAIN LINK FENCE AROUND THE BAYTOWN
 AW5536'WATER PUMPING STATION, THE CENTER OF A 1/16-INCH DRILL HOLE PAINTED
 AW5536'ORANGE, 1-INCH BNELOW THE TOP OF A 2-INCH PIPE PROTECTED BY A 6-INCH
 AW5536'PIPE INSIDE THE NORTH ONE OF TWO SMALL METAL BUILDINGS MAINTAINED BY
 AW5536'THE USGS.
 AW5536'THE MARK IS 0.6 M ABOVE GROUND.
 AW5536
 AW5536                          STATION RECOVERY (1989)
 AW5536
 AW5536'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW5536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6344 ***********************************************************************
 AW6344  DESIGNATION -  BAYTOWN HUMBLE REFINERY STACK
 AW6344  PID         -  AW6344
 AW6344  STATE/COUNTY-  TX/HARRIS
 AW6344  USGS QUAD   -  LA PORTE (1982)
 AW6344
 AW6344                         *CURRENT SURVEY CONTROL
 AW6344  ___________________________________________________________________
 AW6344* NAD 83(1993)-  29 44 28.29122(N)    095 00 23.38308(W)     ADJUSTED  
 AW6344* NAVD 88     -                                                        
 AW6344  ___________________________________________________________________
 AW6344  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW6344  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6344
 AW6344  HORZ ORDER  -  THIRD
 AW6344
 AW6344.The horizontal coordinates were established by classical geodetic methods
 AW6344.and adjusted by the National Geodetic Survey in February 1996..
 AW6344
 AW6344
 AW6344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6344
 AW6344.The geoid height was determined by GEOID03.
 AW6344
 AW6344;                    North         East     Units Scale Factor Converg.
 AW6344;SPC TXSC     - 4,218,037.062   986,196.092   MT  0.99988830   +1 57 23.3
 AW6344;SPC TXSC     -13,838,676.59  3,235,545.01   sFT  0.99988830   +1 57 23.3
 AW6344;UTM  15      - 3,291,793.859   305,957.707   MT  1.00006459   -0 59 44.5
 AW6344
 AW6344                          SUPERSEDED SURVEY CONTROL
 AW6344
 AW6344  NAD 83(1986)-  29 44 28.30697(N)    095 00 23.36421(W) AD(       ) 4
 AW6344  NAD 27      -  29 44 27.49103(N)    095 00 22.62092(W) AD(       ) 3
 AW6344
 AW6344.Superseded values are not recommended for survey control.
 AW6344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6344.See file dsdata.txt to determine how the superseded data were derived.
 AW6344
 AW6344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0595891794(NAD 83)
 AW6344_MARKER: 63 = STACK
 AW6344
 AW6344  HISTORY     - Date     Condition        Report By
 AW6344  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6344  HISTORY     - 1952     GOOD             CGS
 AW6344
 AW6344                          STATION DESCRIPTION
 AW6344
 AW6344'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6344'STATION WAS RECOVERED IN GOOD CONDITION.
 AW6344'
 AW6344'IT IS LOCATED IN BAYTOWN AT THE HUMBLE OIL REFINERY.  THE
 AW6344'STATION IS THE STACK AT BOILER HOUSE NO. 3, ON THE NW SIDE
 AW6344'OF THE BUILDING AND NEAR THE SW CORNER.  THE STACK IS GREY IN
 AW6344'COLOR AND APPROXIMATELY 200 FEET HIGH.  THIS STACK WAS CONSTRUCTED
 AW6344'PRIOR TO 1931.  A MORE PROMINENT STACK IS LOCATED 1 BLOCK
 AW6344'NW OF THIS STACK AT BOILER HOUSE NO. 5.  THE STACK AT BOILER
 AW6344'HOUSE NO. 5 IS GREY IN COLOR AND 225 FEET HIGH BUT WAS NOT
 AW6344'CONSTRUCTED UNTIL 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6343 ***********************************************************************
 AW6343  DESIGNATION -  BAYTOWN NE TRANSMISSION TOWER
 AW6343  PID         -  AW6343
 AW6343  STATE/COUNTY-  TX/HARRIS
 AW6343  USGS QUAD   -  LA PORTE (1982)
 AW6343
 AW6343                         *CURRENT SURVEY CONTROL
 AW6343  ___________________________________________________________________
 AW6343* NAD 83(1993)-  29 43 51.13798(N)    095 01 31.55577(W)     ADJUSTED  
 AW6343* NAVD 88     -                                                        
 AW6343  ___________________________________________________________________
 AW6343  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW6343  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6343
 AW6343  HORZ ORDER  -  THIRD
 AW6343
 AW6343.The horizontal coordinates were established by classical geodetic methods
 AW6343.and adjusted by the National Geodetic Survey in February 1996..
 AW6343
 AW6343
 AW6343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6343
 AW6343.The geoid height was determined by GEOID03.
 AW6343
 AW6343;                    North         East     Units Scale Factor Converg.
 AW6343;SPC TXSC     - 4,216,831.477   984,404.356   MT  0.99988704   +1 56 49.9
 AW6343;SPC TXSC     -13,834,721.27  3,229,666.62   sFT  0.99988704   +1 56 49.9
 AW6343;UTM  15      - 3,290,681.947   304,105.925   MT  1.00007350   -1 00 17.2
 AW6343
 AW6343                          SUPERSEDED SURVEY CONTROL
 AW6343
 AW6343  NAD 83(1986)-  29 43 51.15382(N)    095 01 31.53666(W) AD(       ) 4
 AW6343  NAD 27      -  29 43 50.33520(N)    095 01 30.79189(W) AD(       ) 3
 AW6343
 AW6343.Superseded values are not recommended for survey control.
 AW6343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6343.See file dsdata.txt to determine how the superseded data were derived.
 AW6343
 AW6343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0410690682(NAD 83)
 AW6343_MARKER: 55 = TOWER
 AW6343
 AW6343  HISTORY     - Date     Condition        Report By
 AW6343  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6343  HISTORY     - 1952     GOOD             CGS
 AW6343  HISTORY     - 19960714 GOOD             USPSQD
 AW6343  HISTORY     - 20040326 GOOD             USPSQD
 AW6343
 AW6343                          STATION DESCRIPTION
 AW6343
 AW6343'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6343'STATION WAS RECOVERED IN GOOD CONDITION.
 AW6343'
 AW6343'STATION IS LOCATED ALONG THE HOUSTON SHIP CHANNEL APPROXIMATELY
 AW6343'0.75 MILE W OF THE HUMBLE OIL REFINERY AT BAYTOWN.
 AW6343'
 AW6343'IT IS THE NE TOWER SUPPORTING A POWER LINE ACROSS THE CHANNEL.
 AW6343'TOWER IS SKELETON STEEL AND 225 FEET HIGH.
 AW6343
 AW6343                          STATION RECOVERY (1996)
 AW6343
 AW6343'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6343'RECOVERED IN GOOD CONDITION.
 AW6343
 AW6343                          STATION RECOVERY (2004)
 AW6343
 AW6343'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6158 ***********************************************************************
 AW6158  DESIGNATION -  BAYTOWN RAD STA KRCT MAST
 AW6158  PID         -  AW6158
 AW6158  STATE/COUNTY-  TX/HARRIS
 AW6158  USGS QUAD   -  MORGANS POINT (1993)
 AW6158
 AW6158                         *CURRENT SURVEY CONTROL
 AW6158  ___________________________________________________________________
 AW6158* NAD 83(1993)-  29 43 35.06282(N)    094 56 29.05535(W)     ADJUSTED  
 AW6158* NAVD 88     -                                                        
 AW6158  ___________________________________________________________________
 AW6158  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AW6158  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW6158
 AW6158  HORZ ORDER  -  THIRD
 AW6158
 AW6158.The horizontal coordinates were established by classical geodetic methods
 AW6158.and adjusted by the National Geodetic Survey in February 1996..
 AW6158
 AW6158
 AW6158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6158
 AW6158.The geoid height was determined by GEOID03.
 AW6158
 AW6158;                    North         East     Units Scale Factor Converg.
 AW6158;SPC TXSC     - 4,216,615.967   992,545.142   MT  0.99988651   +1 59 18.1
 AW6158;SPC TXSC     -13,834,014.22  3,256,375.19   sFT  0.99988651   +1 59 18.1
 AW6158;UTM  15      - 3,290,047.424   312,226.173   MT  1.00003505   -0 57 46.6
 AW6158
 AW6158                          SUPERSEDED SURVEY CONTROL
 AW6158
 AW6158  NAD 83(1986)-  29 43 35.07924(N)    094 56 29.03641(W) AD(       ) 4
 AW6158  NAD 27      -  29 43 34.25815(N)    094 56 28.30827(W) AD(       ) 3
 AW6158
 AW6158.Superseded values are not recommended for survey control.
 AW6158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6158.See file dsdata.txt to determine how the superseded data were derived.
 AW6158
 AW6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1222690047(NAD 83)
 AW6158_MARKER: 42 = RADIO/TV MAST
 AW6158
 AW6158  HISTORY     - Date     Condition        Report By
 AW6158  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6158  HISTORY     - 20040225 MARK NOT FOUND   USPSQD
 AW6158
 AW6158                          STATION DESCRIPTION
 AW6158
 AW6158'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6158'THE STATION IS LOCATED IN THE GOOSE CREEK SECTION OF BAYTOWN,
 AW6158'1 MILE SOUTHEAST OF STATE HIGHWAY 146 AND 0.1 MILE SOUTH OF
 AW6158'EAST JAMES STREET.  IT IS A STEEL STRUCTURE SET IN CEMENT
 AW6158'IT HAS AN OVERALL HEIGHT OF 288 FEET.  THE POINT OBSERVED WAS THE
 AW6158'LIGHT AT THE TOP.
 AW6158
 AW6158                          STATION RECOVERY (2004)
 AW6158
 AW6158'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW6158'RADIO STATION HAS BEEN REMOVED. NO TOWER EXISTS ON VACANT LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6245 ***********************************************************************
 AW6245  DESIGNATION -  BAYTOWN RAD STA KREL CEN MAST
 AW6245  PID         -  AW6245
 AW6245  STATE/COUNTY-  TX/HARRIS
 AW6245  USGS QUAD   -  HIGHLANDS (1995)
 AW6245
 AW6245                         *CURRENT SURVEY CONTROL
 AW6245  ___________________________________________________________________
 AW6245* NAD 83(1993)-  29 46 29.42035(N)    095 00 55.80236(W)     ADJUSTED  
 AW6245* NAVD 88     -                                                        
 AW6245  ___________________________________________________________________
 AW6245  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AW6245  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW6245
 AW6245  HORZ ORDER  -  THIRD
 AW6245
 AW6245.The horizontal coordinates were established by classical geodetic methods
 AW6245.and adjusted by the National Geodetic Survey in February 1996..
 AW6245
 AW6245
 AW6245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6245
 AW6245.The geoid height was determined by GEOID03.
 AW6245
 AW6245;                    North         East     Units Scale Factor Converg.
 AW6245;SPC TXSC     - 4,221,734.499   985,198.525   MT  0.99989262   +1 57 07.4
 AW6245;SPC TXSC     -13,850,807.27  3,232,272.16   sFT  0.99989262   +1 57 07.4
 AW6245;UTM  15      - 3,295,538.432   305,151.784   MT  1.00006845   -1 00 04.3
 AW6245
 AW6245                          SUPERSEDED SURVEY CONTROL
 AW6245
 AW6245  NAD 83(1986)-  29 46 29.43644(N)    095 00 55.78352(W) AD(       ) 4
 AW6245  NAD 27      -  29 46 28.62414(N)    095 00 55.04889(W) AD(       ) 3
 AW6245
 AW6245.Superseded values are not recommended for survey control.
 AW6245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6245.See file dsdata.txt to determine how the superseded data were derived.
 AW6245
 AW6245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0515295538(NAD 83)
 AW6245_MARKER: 42 = RADIO/TV MAST
 AW6245
 AW6245  HISTORY     - Date     Condition        Report By
 AW6245  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6245  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6245
 AW6245                          STATION DESCRIPTION
 AW6245
 AW6245'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6245'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF BAYTOWN,
 AW6245'200 FEET NORTH OF DECKER DRIVE AND 150 FEET EAST OF A MACADAM
 AW6245'ROAD.  IT IS A STEEL STRUCTURE SET IN CEMENT WITH AN OVERALL
 AW6245'HEIGHT OF 218 FEET.  THE LIGHT AT THE TOP WAS THE POINT OBSERVED.
 AW6245
 AW6245                          STATION RECOVERY (1997)
 AW6245
 AW6245'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6330 ***********************************************************************
 AW6330  DESIGNATION -  BAYTOWN SW TRANSMISSION TOWER
 AW6330  PID         -  AW6330
 AW6330  STATE/COUNTY-  TX/HARRIS
 AW6330  USGS QUAD   -  LA PORTE (1982)
 AW6330
 AW6330                         *CURRENT SURVEY CONTROL
 AW6330  ___________________________________________________________________
 AW6330* NAD 83(1993)-  29 43 40.91714(N)    095 01 41.14337(W)     ADJUSTED  
 AW6330* NAVD 88     -                                                        
 AW6330  ___________________________________________________________________
 AW6330  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW6330  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6330
 AW6330  HORZ ORDER  -  THIRD
 AW6330
 AW6330.The horizontal coordinates were established by classical geodetic methods
 AW6330.and adjusted by the National Geodetic Survey in February 1996..
 AW6330
 AW6330
 AW6330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6330
 AW6330.The geoid height was determined by GEOID03.
 AW6330
 AW6330;                    North         East     Units Scale Factor Converg.
 AW6330;SPC TXSC     - 4,216,508.232   984,157.564   MT  0.99988670   +1 56 45.2
 AW6330;SPC TXSC     -13,833,660.76  3,228,856.94   sFT  0.99988670   +1 56 45.2
 AW6330;UTM  15      - 3,290,371.783   303,842.764   MT  1.00007477   -1 00 21.7
 AW6330
 AW6330                          SUPERSEDED SURVEY CONTROL
 AW6330
 AW6330  NAD 83(1986)-  29 43 40.93285(N)    095 01 41.12427(W) AD(       ) 4
 AW6330  NAD 27      -  29 43 40.11066(N)    095 01 40.37627(W) AD(       ) 3
 AW6330
 AW6330.Superseded values are not recommended for survey control.
 AW6330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6330.See file dsdata.txt to determine how the superseded data were derived.
 AW6330
 AW6330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0384390372(NAD 83)
 AW6330_MARKER: 55 = TOWER
 AW6330
 AW6330  HISTORY     - Date     Condition        Report By
 AW6330  HISTORY     - 1930     FIRST OBSERVED   CGS
 AW6330  HISTORY     - 1952     GOOD             CGS
 AW6330  HISTORY     - 19960714 GOOD             USPSQD
 AW6330
 AW6330                          STATION DESCRIPTION
 AW6330
 AW6330'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JAB)
 AW6330'LOCATED ON SHORELINE OF HOUSTON SHIP CHANNEL AT BAYTOWN.
 AW6330'IT IS THE CENTER OF THE S TALL STEEL TOWER OF A POWER-LINE
 AW6330'CROSSING.
 AW6330
 AW6330                          STATION RECOVERY (1952)
 AW6330
 AW6330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6330'STATION WAS RECOVERED IN GOOD CONDITION.
 AW6330'
 AW6330'IT IS LOCATED ALONG THE HOUSTON SHIP CHANNEL APPROXIMATELY
 AW6330'0.5 MILE W OF THE HUMBLE OIL REFINERY IN BAYTOWN.  IT IS
 AW6330'THE SW TOWER WHICH SUPPORTS A POWER LINE ACROSS THE CHANNEL.
 AW6330'THE TOWER IS SKELETON STEEL AND 225 FEET HIGH.
 AW6330'
 AW6330'THIS IS ALSO STATION TRANSMISSION TOWER SOUTH.
 AW6330
 AW6330                          STATION RECOVERY (1996)
 AW6330
 AW6330'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6361 ***********************************************************************
 AW6361  DESIGNATION -  BAYTOWN WATER TANK
 AW6361  PID         -  AW6361
 AW6361  STATE/COUNTY-  TX/HARRIS
 AW6361  USGS QUAD   -  LA PORTE (1982)
 AW6361
 AW6361                         *CURRENT SURVEY CONTROL
 AW6361  ___________________________________________________________________
 AW6361* NAD 83(1993)-  29 43 49.96379(N)    095 00 24.77789(W)     ADJUSTED  
 AW6361* NAVD 88     -                                                        
 AW6361  ___________________________________________________________________
 AW6361  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW6361  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6361
 AW6361  HORZ ORDER  -  THIRD
 AW6361
 AW6361.The horizontal coordinates were established by classical geodetic methods
 AW6361.and adjusted by the National Geodetic Survey in February 1996..
 AW6361
 AW6361
 AW6361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6361
 AW6361.The geoid height was determined by GEOID03.
 AW6361
 AW6361;                    North         East     Units Scale Factor Converg.
 AW6361;SPC TXSC     - 4,216,856.459   986,198.920   MT  0.99988700   +1 57 22.6
 AW6361;SPC TXSC     -13,834,803.23  3,235,554.29   sFT  0.99988700   +1 57 22.6
 AW6361;UTM  15      - 3,290,614.468   305,899.721   MT  1.00006487   -0 59 44.0
 AW6361
 AW6361                          SUPERSEDED SURVEY CONTROL
 AW6361
 AW6361  NAD 83(1986)-  29 43 49.97975(N)    095 00 24.75894(W) AD(       ) 4
 AW6361  NAD 27      -  29 43 49.16712(N)    095 00 24.02178(W) AD(       ) 3
 AW6361
 AW6361.Superseded values are not recommended for survey control.
 AW6361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6361.See file dsdata.txt to determine how the superseded data were derived.
 AW6361
 AW6361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0590090614(NAD 83)
 AW6361_MARKER: 53 = ELEVATED TANK
 AW6361
 AW6361  HISTORY     - Date     Condition        Report By
 AW6361  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6361  HISTORY     - 1952     GOOD             CGS
 AW6361  HISTORY     - 1952     GOOD             CGS
 AW6361  HISTORY     - 19981113 MARK NOT FOUND   USPSQD
 AW6361
 AW6361                          STATION DESCRIPTION
 AW6361
 AW6361'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6361'THE CENTER OF THE APEX OF THE CONICAL TOP OF THE TALL SILVER-PAINTED
 AW6361'WATER TANK ON THE HUMBLE OIL COMPANYS PLANT AT BAYTOWN.
 AW6361
 AW6361                          STATION RECOVERY (1952)
 AW6361
 AW6361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6361'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS--
 AW6361'
 AW6361'LOCATED IN DOWNTOWN BAYTOWN AT A 90 DEGREE CURVE IN MARKET
 AW6361'STREET, 140 FT. SW. OF MARKET STREET, AND 50 FT. SW. OF THE SW. END
 AW6361'OF BAYTOWN HARDWARE CO. STATION IS NOW BAYTOWN MUNICIPAL
 AW6361'WATER TANK, THE PROPERTY HAVING BEEN SOLD TO THE CITY BY
 AW6361'HUMBLE OIL COMPANY.
 AW6361'
 AW6361'THE TANK IS PAINTED SILVER AND APPROXIMATELY 110 FT. HIGH.
 AW6361
 AW6361                          STATION RECOVERY (1952)
 AW6361
 AW6361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6361'THE STATION IS LOCATED IN THE CENTRAL PART OF BAYTOWN, 180
 AW6361'FEET EAST OF MARKET STREET AND 150 FEET SOUTH OF MAIN STREET.
 AW6361'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER WITH
 AW6361'AN OVERALL HEIGHT OF 130 FEET.  IT IS SILVER IN COLOR AND
 AW6361'THE POINT OBSERVED WAS THE BALL AT THE APEX.
 AW6361'
 AW6361'PROBABLY THE SAME AS BAYTOWN, SILVER WATER TANK, 1931.
 AW6361
 AW6361                          STATION RECOVERY (1998)
 AW6361
 AW6361'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6247 ***********************************************************************
 AW6247  DESIGNATION -  BAYTOWN WOOSTER MUNICIPAL TWR
 AW6247  PID         -  AW6247
 AW6247  STATE/COUNTY-  TX/HARRIS
 AW6247  USGS QUAD   -  HIGHLANDS (1995)
 AW6247
 AW6247                         *CURRENT SURVEY CONTROL
 AW6247  ___________________________________________________________________
 AW6247* NAD 83(1993)-  29 45 26.99341(N)    095 01 50.72768(W)     ADJUSTED  
 AW6247* NAVD 88     -                                                        
 AW6247  ___________________________________________________________________
 AW6247  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW6247  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6247
 AW6247  HORZ ORDER  -  THIRD
 AW6247
 AW6247.The horizontal coordinates were established by classical geodetic methods
 AW6247.and adjusted by the National Geodetic Survey in February 1996..
 AW6247
 AW6247
 AW6247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6247
 AW6247.The geoid height was determined by GEOID03.
 AW6247
 AW6247;                    North         East     Units Scale Factor Converg.
 AW6247;SPC TXSC     - 4,219,763.455   983,789.348   MT  0.99989035   +1 56 40.5
 AW6247;SPC TXSC     -13,844,340.60  3,227,648.89   sFT  0.99989035   +1 56 40.5
 AW6247;UTM  15      - 3,293,642.261   303,642.663   MT  1.00007574   -1 00 29.7
 AW6247
 AW6247                          SUPERSEDED SURVEY CONTROL
 AW6247
 AW6247  NAD 83(1986)-  29 45 27.00931(N)    095 01 50.70864(W) AD(       ) 4
 AW6247  NAD 27      -  29 45 26.19659(N)    095 01 49.97200(W) AD(       ) 3
 AW6247
 AW6247.Superseded values are not recommended for survey control.
 AW6247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6247.See file dsdata.txt to determine how the superseded data were derived.
 AW6247
 AW6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0364393642(NAD 83)
 AW6247_MARKER: 54 = WATER TOWER
 AW6247
 AW6247  HISTORY     - Date     Condition        Report By
 AW6247  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6247  HISTORY     - 1952     GOOD             CGS
 AW6247  HISTORY     - 19980228 GOOD             USPSQD
 AW6247
 AW6247                          STATION DESCRIPTION
 AW6247
 AW6247'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6247'THE STATION IS LOCATED IN THE NORTH SECTION OF WOOSTER, 200
 AW6247'FEET EAST OF ARBOR STREET AND 200 FEET SOUTH OF FORTNER
 AW6247'STREET.  IT IS A SOLID STRUCTURE SUPPORTED BY ONE UPRIGHT.
 AW6247'THE TOP OF THE STRUCTURE IS DOME SHAPED AND HAS AN OVERALL
 AW6247'HEIGHT OF 125 FEET.  THE LIGHT AT THE TOP WAS THE POINT
 AW6247'OBSERVED.
 AW6247
 AW6247                          STATION RECOVERY (1952)
 AW6247
 AW6247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6247'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AW6247'COMPLETE.
 AW6247
 AW6247                          STATION RECOVERY (1998)
 AW6247
 AW6247'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1531 ***********************************************************************
 AB1531  DESIGNATION -  BAYVIEW
 AB1531  PID         -  AB1531
 AB1531  STATE/COUNTY-  TX/CAMERON
 AB1531  USGS QUAD   -  LA COMA (1983)
 AB1531
 AB1531                         *CURRENT SURVEY CONTROL
 AB1531  ___________________________________________________________________
 AB1531* NAD 83(1993)-  26 09 08.93670(N)    097 21 02.06491(W)     ADJUSTED  
 AB1531* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1531  ___________________________________________________________________
 AB1531  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AB1531  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 AB1531
 AB1531  HORZ ORDER  -  SECOND
 AB1531
 AB1531.The horizontal coordinates were established by classical geodetic methods
 AB1531.and adjusted by the National Geodetic Survey in February 1996..
 AB1531
 AB1531.The orthometric height was scaled from a topographic map.
 AB1531
 AB1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1531
 AB1531.The geoid height was determined by GEOID03.
 AB1531
 AB1531;                    North         East     Units Scale Factor Converg.
 AB1531;SPC TX S     - 5,054,349.443   414,927.800   MT  1.00000360   +0 31 18.7
 AB1531;SPC TX S     -16,582,478.13  1,361,308.96   sFT  1.00000360   +0 31 18.7
 AB1531;UTM  14      - 2,893,616.664   664,871.085   MT  0.99993563   +0 43 37.8
 AB1531
 AB1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1531!SPC TX S     -   1.00000265  x   1.00000360  =   1.00000625
 AB1531!UTM  14      -   1.00000265  x   0.99993563  =   0.99993828
 AB1531
 AB1531:                Primary Azimuth Mark                     Grid Az
 AB1531:SPC TX S     -  LAGUNA MADRE AIRBASE TANK                086 28 01.9
 AB1531:UTM  14      -  LAGUNA MADRE AIRBASE TANK                086 15 42.8
 AB1531
 AB1531|---------------------------------------------------------------------|
 AB1531| PID    Reference Object                     Distance      Geod. Az  |
 AB1531|                                                           dddmmss.s |
 AB1531| AB1532 LAGUNA MADRE AIRBASE TANK           APPROX. 1.1 KM 0865920.6 |
 AB1531| AB4188 BAYVIEW AZ MK                       APPROX. 1.1 KM 0870303.1 |
 AB1531| CV2934 BAYVIEW RM 1                         22.570 METERS 10849     |
 AB1531| CV2935 BAYVIEW RM 2                         14.335 METERS 23539     |
 AB1531|---------------------------------------------------------------------|
 AB1531
 AB1531                          SUPERSEDED SURVEY CONTROL
 AB1531
 AB1531  NAD 83(1986)-  26 09 08.95059(N)    097 21 02.02022(W) AD(       ) 2
 AB1531  NAD 27      -  26 09 07.67700(N)    097 21 01.09500(W) AD(       ) 2
 AB1531
 AB1531.Superseded values are not recommended for survey control.
 AB1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1531.See file dsdata.txt to determine how the superseded data were derived.
 AB1531
 AB1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6487193617(NAD 83)
 AB1531_MARKER: DS = TRIANGULATION STATION DISK
 AB1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1531
 AB1531  HISTORY     - Date     Condition        Report By
 AB1531  HISTORY     - 1947     MONUMENTED       CGS
 AB1531  HISTORY     - 1950     GOOD             CGS
 AB1531
 AB1531                          STATION DESCRIPTION
 AB1531
 AB1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1531'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF LOS FRESNOS
 AB1531'AT THE MAIN ENTRANCE TO LAGUNA MADRE AIR BASE.  IT IS ABOUT
 AB1531'150 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 56
 AB1531'FEET SOUTH OF THE CENTER OF THE ROAD LEADING INTO THE BASE
 AB1531'AND 5 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 AB1531'ABOUT 4 INCHES AND THE DISK IS STAMPED BAYVIEW 1947.
 AB1531'
 AB1531'REFERENCE MARK NO. 1 IS 74.05 FEET EAST OF THE STATION IN
 AB1531'THE FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 AB1531'DISK IS STAMPED BAYVIEW NO 1 1947.
 AB1531'
 AB1531'REFERENCE MARK NO. 2 IS 47.03 FEET SOUTHWEST OF THE STATION
 AB1531'IN THE FENCE LINE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 AB1531'THE DISK IS STAMPED BAYVIEW NO 2 1947.
 AB1531'
 AB1531'AZIMUTH MARK IS 0.8 MILE NORTHEAST OF THE STATION IN THE
 AB1531'CONCRETE BASE OF NORTHWEST LEG OF LAGUNA MADRE AIR BASE
 AB1531'WATER TANK.  THE DISK IS STAMPED BAYVIEW 1947.
 AB1531'
 AB1531'TO REACH THE STATION FROM THE RAILROAD CROSSING IN LOS FRESNOS,
 AB1531'GO EAST ON STATE HIGHWAY 100 FOR 5.1 MILES TO A T-ROAD LEFT,
 AB1531'TURN LEFT AND GO 4.4 MILES TO A CROSSROADS IN THE NORTHEAST
 AB1531'EDGE OF BAYVIEW, TURN RIGHT AND FOLLOW SURFACED ROAD FOR
 AB1531'4.6 MILES TO THE ENTRANCE TO THE U.S. MILITARY RESERVATION
 AB1531'ON THE RIGHT AND STATION AS DESCRIBED.
 AB1531'
 AB1531'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB1531
 AB1531                          STATION RECOVERY (1950)
 AB1531
 AB1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1531'STATION, R.M. NO. 1, R.M. NO. 2, AND AZIMUTH MARK RECOVERED
 AB1531'IN GOOD CONDITION.  THE FOLLOWING CORRECTIONS SHOULD BE MADE--
 AB1531'STATION IS 135 FEET E. OF THE CENTER OF THE NORTH-SOUTH
 AB1531'ROAD, NOT 150 FEET.  THE FENCE LINE IS GONE.  A DITCH HAS
 AB1531'BEEN DUG AND A SPOIL BANK THROWN UP ALONG ITS N. EDGE.  A
 AB1531'COMPLETE NEW DESCRIPTION FOLLOWS--
 AB1531'
 AB1531'FROM THE RAILROAD CROSSING IN LOS FRESNOS, GO W. ON TEXAS
 AB1531'HIGHWAY 100 12.6 MILES TO THE JUNCTION WITH FARM ROAD 510,
 AB1531'TURN N. ON FARM ROAD 510 TO A RAILROAD CROSSING.  AFTER
 AB1531'CROSSING RAILROAD BEAR RIGHT AT Y IN ROAD AND CROSS RAILROAD
 AB1531'A SECOND TIME.  PROCEED N. 1.3 MILES TO A PAVED T ROAD E.
 AB1531'AND STATION SITE.  STATION IS 135 FT. E. OF CENTERLINE OF
 AB1531'N-S ROAD, 56 FT. S. OF E-W ROAD AND 5 FT. N. OF A 4X4 INCH
 AB1531'WITNESS POST.  A STANDARD DISK STAMPED BAYVIEW 1947 SET
 AB1531'IN A 12X12 INCH CONCRETE MONUMENT PROJECTING 0.3 FT.
 AB1531'
 AB1531'REFERENCE MARK NO. 1 IS 74.05 FEET E. OF THE STATION AND
 AB1531'20 FT. N. OF THE BASE OF A SPOIL BANK.  A STANDARD DISK
 AB1531'STAMPED BAYVIEW NO 1 1947 SET IN A 12X12 INCH CONCRETE MONUMENT
 AB1531'PROJECTING 0.7 FT.
 AB1531'
 AB1531'REFERENCE MARK NO. 2 IS 47.03 FT. SW OF THE STATION 20 FT.
 AB1531'N. OF THE BASE OF A SPOIL BANK AND 25 FT. E. OF A N-S DRAINAGE
 AB1531'DITCH.  A STANDARD DISK STAMPED BAYVIEW NO 2 1947 SET IN A
 AB1531'12X12 INCH CONCRETE MONUMENT PROJECTING 0.3 FT.
 AB1531'
 AB1531'AZIMUTH MARK IS 0.7 MILE E. OF STATION, ALONG PAVED ROAD,
 AB1531'IN THE CONCRETE BASE OF THE NW. LEG OF LAGUNA MADRE AIR BASE
 AB1531'WATER TANK.  A STANDARD DISK STAMPED BAYVIEW 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4188 ***********************************************************************
 AB4188  SACS        -  This is a Secondary Airport Control Station.
 AB4188  DESIGNATION -  BAYVIEW AZ MK
 AB4188  PID         -  AB4188
 AB4188  STATE/COUNTY-  TX/CAMERON
 AB4188  USGS QUAD   -  LA COMA (1983)
 AB4188
 AB4188                         *CURRENT SURVEY CONTROL
 AB4188  ___________________________________________________________________
 AB4188* NAD 83(1993)-  26 09 10.80785(N)    097 20 21.78679(W)     ADJUSTED  
 AB4188* NAVD 88     -         5.68   (meters)      18.6    (feet)  GPS OBS   
 AB4188  ___________________________________________________________________
 AB4188  X           -    -731,840.900 (meters)                     COMP
 AB4188  Y           -  -5,681,919.639 (meters)                     COMP
 AB4188  Z           -   2,794,280.376 (meters)                     COMP
 AB4188  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 AB4188  ELLIP HEIGHT-         -16.05  (meters)          (05/04/01) GPS OBS
 AB4188  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 AB4188
 AB4188  HORZ ORDER  -  FIRST
 AB4188  ELLP ORDER  -  FOURTH    CLASS II
 AB4188
 AB4188.This mark is at Port Isabel-Cameron Co (T31) Airport (T31)
 AB4188
 AB4188.The horizontal coordinates were established by GPS observations
 AB4188.and adjusted by the National Geodetic Survey in June 1996..
 AB4188
 AB4188.The orthometric height was determined by GPS observations and a
 AB4188.high-resolution geoid model.
 AB4188
 AB4188.GPS derived orthometric heights for airport stations designated as
 AB4188.PACS or SACS are published to 2 decimal places.  This maintains
 AB4188.centimeter relative accuracy between the PACS and SACS.  It does
 AB4188.not indicate centimeter accuracy relative to other marks which are
 AB4188.part of the NAVD 88 network.
 AB4188
 AB4188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4188
 AB4188.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4188
 AB4188.The ellipsoidal height was determined by GPS observations
 AB4188.and is referenced to NAD 83.
 AB4188
 AB4188.The geoid height was determined by GEOID03.
 AB4188
 AB4188;                    North         East     Units Scale Factor Converg.
 AB4188;SPC TX S     - 5,054,417.264   416,045.932   MT  1.00000347   +0 31 36.9
 AB4188;SPC TX S     -16,582,700.64  1,364,977.36   sFT  1.00000347   +0 31 36.9
 AB4188;UTM  14      - 2,893,688.485   665,988.892   MT  0.99994019   +0 43 55.6
 AB4188
 AB4188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4188!SPC TX S     -   1.00000252  x   1.00000347  =   1.00000599
 AB4188!UTM  14      -   1.00000252  x   0.99994019  =   0.99994271
 AB4188
 AB4188                          SUPERSEDED SURVEY CONTROL
 AB4188
 AB4188  ELLIP H (06/27/96)  -15.93   (m)                       GP(       ) 4 2
 AB4188
 AB4188.Superseded values are not recommended for survey control.
 AB4188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4188.See file dsdata.txt to determine how the superseded data were derived.
 AB4188
 AB4188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6598993688(NAD 83)
 AB4188_MARKER: DZ = AZIMUTH MARK DISK
 AB4188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB4188_SP_SET: TOWER FOOTING
 AB4188_STAMPING: BAYVIEW 1947
 AB4188_MARK LOGO: CGS   
 AB4188_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4188+SATELLITE: SATELLITE OBSERVATIONS - 1947
 AB4188
 AB4188  HISTORY     - Date     Condition        Report By
 AB4188  HISTORY     - 1947     MONUMENTED       CGS
 AB4188  HISTORY     - 1950     GOOD             CGS
 AB4188
 AB4188                          STATION DESCRIPTION
 AB4188
 AB4188'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AB4188'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) NORTHWEST OF PORT
 AB4188'ISABEL, AT THE DEPARTMENT OF IMIGRATION NATURALIZATION SERVICE.  0.26
 AB4188'KM (0.15 MI) EAST OF A GUARD SHACK, IN THE SOUTHWEST 1 OF 4 CONCRETE
 AB4188'FOOTINGS (LEGS) , OF A NOW-REMOVED TOWER.  OWNERSHIP--DEPARTMENT OF
 AB4188'JUSTICE.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 48
 AB4188'AND 100 IN PORT ISABEL, GO WEST 6.4 KM (3.95 MI) TO FARM ROAD 510.
 AB4188'TURN RIGHT, NORTHWEST, 8.4 KM (5.20 MI) TO AIRPORT ROAD.  TURN RIGHT,
 AB4188'NORTHEAST, 2.3 KM (1.40 MI) TO BUENA VISTA ROAD AND THE ENTRANCE TO
 AB4188'THE DEPARTMENT OF IMIGRATION COMPOUND.  TURN RIGHT, EAST, 0.9 KM (0.55
 AB4188'MI) TO THE GUARD HOUSE.  CONTINUE EAST 0.26 KM (0.15 MI) AND THE
 AB4188'STATION ON THE RIGHT.  STATION IS 32.3 M (106.0 FT) NORTH OF A
 AB4188'CHAINLINK BOUNDRY FENCE, 24.7 M (81.0 FT) WEST OF THE SOUTHWEST CORNER
 AB4188'OF BUILDING NUMBER 80, 14.4 M (47.2 FT) SOUTHEAST OF THE ROAD CENTER,
 AB4188'AND 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE.  BY R.G.H.
 AB4188
 AB4188                          STATION RECOVERY (1950)
 AB4188
 AB4188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 AB4188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1541 ***********************************************************************
 AB1541  DESIGNATION -  BAYVIEW MUNICIPAL TANK
 AB1541  PID         -  AB1541
 AB1541  STATE/COUNTY-  TX/CAMERON
 AB1541  USGS QUAD   -  LOS FRESNOS (1983)
 AB1541
 AB1541                         *CURRENT SURVEY CONTROL
 AB1541  ___________________________________________________________________
 AB1541* NAD 83(1993)-  26 07 28.31053(N)    097 23 59.66802(W)     ADJUSTED  
 AB1541* NAVD 88     -                                                        
 AB1541  ___________________________________________________________________
 AB1541  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 AB1541  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AB1541
 AB1541  HORZ ORDER  -  THIRD
 AB1541
 AB1541.The horizontal coordinates were established by classical geodetic methods
 AB1541.and adjusted by the National Geodetic Survey in February 1996..
 AB1541
 AB1541
 AB1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1541
 AB1541.The geoid height was determined by GEOID03.
 AB1541
 AB1541;                    North         East     Units Scale Factor Converg.
 AB1541;SPC TX S     - 5,051,208.801   410,022.140   MT  1.00001088   +0 29 58.0
 AB1541;SPC TX S     -16,572,174.21  1,345,214.30   sFT  1.00001088   +0 29 58.0
 AB1541;UTM  14      - 2,890,458.723   659,977.107   MT  0.99991600   +0 42 17.0
 AB1541
 AB1541                          SUPERSEDED SURVEY CONTROL
 AB1541
 AB1541  NAD 83(1986)-  26 07 28.32291(N)    097 23 59.62279(W) AD(       ) 4
 AB1541  NAD 27      -  26 07 27.04800(N)    097 23 58.68600(W) AD(       ) 3
 AB1541
 AB1541.Superseded values are not recommended for survey control.
 AB1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1541.See file dsdata.txt to determine how the superseded data were derived.
 AB1541
 AB1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5997790459(NAD 83)
 AB1541_MARKER: 51 = TANK
 AB1541
 AB1541  HISTORY     - Date     Condition        Report By
 AB1541  HISTORY     - 1939     FIRST OBSERVED   CGS
 AB1541  HISTORY     - 1950     GOOD             CGS
 AB1541
 AB1541                          STATION DESCRIPTION
 AB1541
 AB1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1541'STATION IS THE FINIAL OF THE MUNICIPAL WATER TANK LOCATED IN
 AB1541'THE TOWN OF BAYVIEW.  THE NAME BAYVIEW IS PRINTED ON THE TANK.
 AB1541'
 AB1541'THIS IS AN INTERSECTION STATION.
 AB1541
 AB1541                          STATION RECOVERY (1950)
 AB1541
 AB1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1541'STATION WAS RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AB1541'IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0506 ***********************************************************************
 CS0506  DESIGNATION -  BAZETTE
 CS0506  PID         -  CS0506
 CS0506  STATE/COUNTY-  TX/NAVARRO
 CS0506  USGS QUAD   -  BAZETTE (1976)
 CS0506
 CS0506                         *CURRENT SURVEY CONTROL
 CS0506  ___________________________________________________________________
 CS0506* NAD 83(1993)-  32 10 58.69711(N)    096 16 03.12653(W)     ADJUSTED  
 CS0506* NAVD 88     -       129.856  (meters)     426.04   (feet)  ADJUSTED  
 CS0506  ___________________________________________________________________
 CS0506  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CS0506  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0506  DYNAMIC HT  -         129.706 (meters)     425.54  (feet)  COMP
 CS0506  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 CS0506
 CS0506  HORZ ORDER  -  FIRST
 CS0506  VERT ORDER  -  SECOND    CLASS 0
 CS0506
 CS0506.The horizontal coordinates were established by classical geodetic methods
 CS0506.and adjusted by the National Geodetic Survey in February 1996..
 CS0506
 CS0506.The orthometric height was determined by differential leveling
 CS0506.and adjusted by the National Geodetic Survey in June 1991..
 CS0506
 CS0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0506
 CS0506.The geoid height was determined by GEOID03.
 CS0506
 CS0506.The dynamic height is computed by dividing the NAVD 88
 CS0506.geopotential number by the normal gravity value computed on the
 CS0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0506.degrees latitude (g = 980.6199 gals.).
 CS0506
 CS0506.The modeled gravity was interpolated from observed gravity values.
 CS0506
 CS0506;                    North         East     Units Scale Factor Converg.
 CS0506;SPC TXNC     - 2,059,491.445   810,513.957   MT  0.99998662   +1 13 03.3
 CS0506;SPC TXNC     - 6,756,848.18  2,659,161.21   sFT  0.99998662   +1 13 03.3
 CS0506;UTM  14      - 3,563,990.492   757,624.616   MT  1.00041857   +1 27 22.3
 CS0506
 CS0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0506!SPC TXNC     -   0.99998361  x   0.99998662  =   0.99997023
 CS0506!UTM  14      -   0.99998361  x   1.00041857  =   1.00040217
 CS0506
 CS0506:                Primary Azimuth Mark                     Grid Az
 CS0506:SPC TXNC     -  TRINIDAD TEX P AND L LGE STK             110 32 18.2
 CS0506:UTM  14      -  TRINIDAD TEX P AND L LGE STK             110 17 59.2
 CS0506
 CS0506|---------------------------------------------------------------------|
 CS0506| PID    Reference Object                     Distance      Geod. Az  |
 CS0506|                                                           dddmmss.s |
 CS0506| CS2630 TRINIDAD TEX P AND L LGE STK        APPROX.16.9 KM 1114521.5 |
 CS0506| CS0505 BAZETTE RM 2                         31.123 METERS 11902     |
 CS0506| CS2642 KERENS MUNICIPAL TANK               APPROX. 7.0 KM 1455857.5 |
 CS0506| CS0504 BAZETTE AZ MK                                      2132617.0 |
 CS0506| CS0507 BAZETTE RM 1                         33.448 METERS 22936     |
 CS0506|---------------------------------------------------------------------|
 CS0506
 CS0506                          SUPERSEDED SURVEY CONTROL
 CS0506
 CS0506  NAD 83(1986)-  32 10 58.70415(N)    096 16 03.10945(W) AD(       ) 1
 CS0506  NAD 27      -  32 10 58.16200(N)    096 16 02.19200(W) AD(       ) 1
 CS0506  NGVD 29 (??/??/92)  129.86   (m)          426.0    (f) COMPUTED    2 0
 CS0506
 CS0506.Superseded values are not recommended for survey control.
 CS0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0506.See file dsdata.txt to determine how the superseded data were derived.
 CS0506
 CS0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA5762563990(NAD 83)
 CS0506_MARKER: DS = TRIANGULATION STATION DISK
 CS0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0506_STAMPING: BAZETTE 1947
 CS0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0506+STABILITY: SURFACE MOTION
 CS0506
 CS0506  HISTORY     - Date     Condition        Report By
 CS0506  HISTORY     - 1947     MONUMENTED       CGS
 CS0506  HISTORY     - 1947     GOOD             CGS
 CS0506
 CS0506                          STATION DESCRIPTION
 CS0506
 CS0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS0506'LOCATED 4 MILES NORTH-NORTHWEST OF KERENS, 120 FEET EAST OF THE
 CS0506'CENTER OF A TRIANGULAR PLOT OF GROUND AT THE INTERSECTION OF
 CS0506'THREE DIRT ROADS, 47 FEET WEST OF A WIRE FENCE AND 14 FEET
 CS0506'SOUTHEAST OF THE SOUTHEAST CORNER OF A FILLING STATION.  IT IS
 CS0506'STAMPED BAZETTE 1947 AND PROJECTS 6 INCHES.
 CS0506'
 CS0506'REFERENCE MARK NO. 1 IS IN THE TRIANGULAR PLOT OF GROUND 20
 CS0506'FEET NORTH OF ITS SOUTH EDGE AND 3 FEET SOUTHEAST OF A LONE
 CS0506'TREE.  IT IS STAMPED BAZETTE NO 1 1947 AND PROJECTS 6 INCHES.
 CS0506'
 CS0506'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE CENTER OF A DIRT
 CS0506'ROAD, 14 FEET NORTH OF A FENCE CORNER, 2 FEET NORTH OF A NORTH GATE
 CS0506'POST AND 1 FOOT WEST OF THE WIRE FENCE.  IT IS STAMPED BAZETTE NO
 CS0506'2 1947 AND PROJECTS 6 INCHES.
 CS0506'
 CS0506'THE AZIMUTH MARK IS ABOUT 125 FEET SOUTH-SOUTHEAST OF A BRICK HOUSE,
 CS0506'33 FEET SOUTH OF A FENCE CORNER, 21.5 FEET WEST OF THE CENTER OF A
 CS0506'GRADED DIRT ROAD AND 3 FEET NORTH OF A REFERENCE POST.  IT IS
 CS0506'STAMPED BAZETTE 1947 AND PROJECTS 6 INCHES.
 CS0506'
 CS0506'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CS0506'NO. 31 AND 309 IN KERENS, GO WEST ON NO. 31 FOR 0.25 MILE.  THEN
 CS0506'RIGHT ON A GRADED DIRT ROAD FOR 1.9 MILES TO A T INTERSECTION.
 CS0506'THEN LEFT, WEST, FOR 0.15 MILE.  THEN RIGHT, NORTH, FOR 2.05
 CS0506'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR
 CS0506'0.1 MILE.  THEN RIGHT, EAST, FOR 0.25 MILE TO THE STATION.
 CS0506'
 CS0506'A 100 FOOT SIGNAL AT TOOL IS VISIBLE AT 37 FEET.
 CS0506'
 CS0506'AN 87 FOOT SIGNAL AT SANDERS IS VISIBLE AT 50 FEET.
 CS0506'
 CS0506'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 37 FEET.
 CS0506'
 CS0506'A 100 FOOT SIGNAL AT HALSEY IS VISIBLE AT 37 FEET.
 CS0506'
 CS0506'A 100 FOOT SIGNAL EAST KERENS BASE IS VISIBLE AT 37 FEET.
 CS0506'
 CS0506'AN 87 FOOT SIGNAL AT RUSH IS VISIBLE AT 37 FEET.
 CS0506'
 CS0506'A 74 FOOT SIGNAL AT WEST KERENS BASE IS VISIBLE AT 37 FEET.
 CS0506'
 CS0506'A 74 FOOT SIGNAL AT BRIAR IS VISIBLE AT 37 FEET.
 CS0506'
 CS0506'A 100 FOOT SIGNAL AT GRAY IS VISIBLE AT 50 FEET.
 CS0506'
 CS0506'A 100 FOOT SIGNAL AT CONEY IS VISIBLE AT 50 FEET.
 CS0506'
 CS0506'A 100 FOOT SIGNAL AT ALEY IS VISIBLE AT 77 FEET.
 CS0506'
 CS0506'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS0506
 CS0506                          STATION RECOVERY (1947)
 CS0506
 CS0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS0506'IN BAZETTE.
 CS0506'AT A ROAD JUNCTION WHICH IS 0.1 MILE EAST OF THE BAZETTE SCHOOL AT
 CS0506'BAZETTE, 85.0 FEET NORTH OF THE CENTER OF THE EXTREME EAST END OF THE
 CS0506'INTERSECTION FORMED BY THE Y AT THE ROAD JUNCTION, 109.8 FEET
 CS0506'NORTHEAST OF REFERENCE MARK BAZETTE NO 1, 102.2 FEET NORTHWEST OF
 CS0506'REFERENCE MARK BAZETTE NO 2, A BRONZE TRIANGULATION STATION DISK SET
 CS0506'IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.4
 CS0506'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0504 ***********************************************************************
 CS0504  DESIGNATION -  BAZETTE AZ MK
 CS0504  PID         -  CS0504
 CS0504  STATE/COUNTY-  TX/NAVARRO
 CS0504  USGS QUAD   -  BAZETTE (1976)
 CS0504
 CS0504                         *CURRENT SURVEY CONTROL
 CS0504  ___________________________________________________________________
 CS0504* NAD 83(1986)-  32 10 46.     (N)    096 16 12.     (W)     SCALED    
 CS0504* NAVD 88     -       127.111  (meters)     417.03   (feet)  ADJUSTED  
 CS0504  ___________________________________________________________________
 CS0504  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0504  DYNAMIC HT  -         126.965 (meters)     416.55  (feet)  COMP
 CS0504  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 CS0504
 CS0504  VERT ORDER  -  SECOND    CLASS 0
 CS0504
 CS0504.The horizontal coordinates were scaled from a topographic map and have
 CS0504.an estimated accuracy of +/- 6 seconds.
 CS0504
 CS0504.The orthometric height was determined by differential leveling
 CS0504.and adjusted by the National Geodetic Survey in June 1991..
 CS0504
 CS0504.The geoid height was determined by GEOID03.
 CS0504
 CS0504.The dynamic height is computed by dividing the NAVD 88
 CS0504.geopotential number by the normal gravity value computed on the
 CS0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0504.degrees latitude (g = 980.6199 gals.).
 CS0504
 CS0504.The modeled gravity was interpolated from observed gravity values.
 CS0504
 CS0504;                    North         East    Units  Estimated Accuracy
 CS0504;SPC TXNC     - 2,059,100.      810,290.      MT  (+/- 180 meters Scaled)
 CS0504
 CS0504                          SUPERSEDED SURVEY CONTROL
 CS0504
 CS0504  NGVD 29 (??/??/92)  127.12   (m)          417.1    (f) COMPUTED    2 0
 CS0504
 CS0504.Superseded values are not recommended for survey control.
 CS0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0504.See file dsdata.txt to determine how the superseded data were derived.
 CS0504
 CS0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA574635(NAD 83)
 CS0504_MARKER: DZ = AZIMUTH MARK DISK
 CS0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0504_STAMPING: BAZETTE 1947
 CS0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0504+STABILITY: SURFACE MOTION
 CS0504
 CS0504  HISTORY     - Date     Condition        Report By
 CS0504  HISTORY     - 1947     MONUMENTED       CGS
 CS0504  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0504
 CS0504                          STATION DESCRIPTION
 CS0504
 CS0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0504'0.35 MI SW FROM BAZETTE.
 CS0504'0.25 MILE SOUTHWEST AND 0.1 MILE SOUTHEAST ALONG THE KERENS-BAZETTE
 CS0504'ROAD FROM THE ROAD JUNCTION AT THE BAZETTE SCHOOL AT BAZETTE, 0.05
 CS0504'MILE NORTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, 108.0
 CS0504'FEET SOUTHEAST OF A POINT ON THE ROAD WHICH IS IN LINE WITH THE CENTER
 CS0504'OF THE FRONT ENTRANCE TO A RED BRICK FARM HOUSE, 21.0 FEET SOUTHWEST
 CS0504'OF THE CENTER OF THE ROAD, 2.5 FEET NORTHWEST OF A REFERENCE POST, 0.8
 CS0504'FOOT SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, BRONZE AZIMUTH
 CS0504'MARK DISK SET IN A CONCRETE POST ABOUT 1 FOOT ABOVE THE ROAD AND
 CS0504'PROJECTING 0.4 FOOT.
 CS0504
 CS0504                          STATION RECOVERY (1961)
 CS0504
 CS0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0507 ***********************************************************************
 CS0507  DESIGNATION -  BAZETTE RM 1
 CS0507  PID         -  CS0507
 CS0507  STATE/COUNTY-  TX/NAVARRO
 CS0507  USGS QUAD   -  BAZETTE (1976)
 CS0507
 CS0507                         *CURRENT SURVEY CONTROL
 CS0507  ___________________________________________________________________
 CS0507* NAD 83(1986)-  32 10 59.     (N)    096 16 03.     (W)     SCALED    
 CS0507* NAVD 88     -       129.267  (meters)     424.10   (feet)  ADJUSTED  
 CS0507  ___________________________________________________________________
 CS0507  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0507  DYNAMIC HT  -         129.118 (meters)     423.61  (feet)  COMP
 CS0507  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 CS0507
 CS0507  VERT ORDER  -  SECOND    CLASS 0
 CS0507
 CS0507.The horizontal coordinates were scaled from a topographic map and have
 CS0507.an estimated accuracy of +/- 6 seconds.
 CS0507
 CS0507.The orthometric height was determined by differential leveling
 CS0507.and adjusted by the National Geodetic Survey in June 1991..
 CS0507
 CS0507.The geoid height was determined by GEOID03.
 CS0507
 CS0507.The dynamic height is computed by dividing the NAVD 88
 CS0507.geopotential number by the normal gravity value computed on the
 CS0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0507.degrees latitude (g = 980.6199 gals.).
 CS0507
 CS0507.The modeled gravity was interpolated from observed gravity values.
 CS0507
 CS0507;                    North         East    Units  Estimated Accuracy
 CS0507;SPC TXNC     - 2,059,500.      810,520.      MT  (+/- 180 meters Scaled)
 CS0507
 CS0507                          SUPERSEDED SURVEY CONTROL
 CS0507
 CS0507  NGVD 29 (??/??/92)  129.27   (m)          424.1    (f) COMPUTED    2 0
 CS0507
 CS0507.Superseded values are not recommended for survey control.
 CS0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0507.See file dsdata.txt to determine how the superseded data were derived.
 CS0507
 CS0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA576640(NAD 83)
 CS0507_MARKER: DR = REFERENCE MARK DISK
 CS0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0507_STAMPING: BAZETTE NO 1 1947
 CS0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0507+STABILITY: SURFACE MOTION
 CS0507
 CS0507  HISTORY     - Date     Condition        Report By
 CS0507  HISTORY     - 1947     MONUMENTED       CGS
 CS0507
 CS0507                          STATION DESCRIPTION
 CS0507
 CS0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0507'IN BAZETTE.
 CS0507'AT A ROAD JUNCTION WHICH IS 0.1 MILE EAST OF THE BAZETTE SCHOOL AT
 CS0507'BAZETTE, AT THE EAST EDGE OF A GRASSY PLOT WHICH IS INSIDE OF THE Y
 CS0507'FORMED BY THE INTERSECTION OF THE ROADS, 42.0 FEET NORTHWEST OF THE
 CS0507'CENTER OF ONE ROAD AND 31.5 FEET SOUTH OF THE CENTER OF ANOTHER ROAD,
 CS0507'2.2 FEET SOUTHEAST OF A 1-FOOT CHINA TREE, 174.2 FEET WEST OF
 CS0507'REFERENCE MARK BAZETTE NO 2, 109.8 FEET SOUTHWEST OF BAZETTE
 CS0507'TRIANGULATION STATION, A BRONZE REFERENCE MARK DISK SET IN A CONCRETE
 CS0507'POST ABOUT 1 FOOT ABOVE THE ROADS AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0505 ***********************************************************************
 CS0505  DESIGNATION -  BAZETTE RM 2
 CS0505  PID         -  CS0505
 CS0505  STATE/COUNTY-  TX/NAVARRO
 CS0505  USGS QUAD   -  BAZETTE (1976)
 CS0505
 CS0505                         *CURRENT SURVEY CONTROL
 CS0505  ___________________________________________________________________
 CS0505* NAD 83(1986)-  32 10 59.     (N)    096 16 03.     (W)     SCALED    
 CS0505* NAVD 88     -       129.438  (meters)     424.66   (feet)  ADJUSTED  
 CS0505  ___________________________________________________________________
 CS0505  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0505  DYNAMIC HT  -         129.288 (meters)     424.17  (feet)  COMP
 CS0505  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 CS0505
 CS0505  VERT ORDER  -  SECOND    CLASS 0
 CS0505
 CS0505.The horizontal coordinates were scaled from a topographic map and have
 CS0505.an estimated accuracy of +/- 6 seconds.
 CS0505
 CS0505.The orthometric height was determined by differential leveling
 CS0505.and adjusted by the National Geodetic Survey in June 1991..
 CS0505
 CS0505.The geoid height was determined by GEOID03.
 CS0505
 CS0505.The dynamic height is computed by dividing the NAVD 88
 CS0505.geopotential number by the normal gravity value computed on the
 CS0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0505.degrees latitude (g = 980.6199 gals.).
 CS0505
 CS0505.The modeled gravity was interpolated from observed gravity values.
 CS0505
 CS0505;                    North         East    Units  Estimated Accuracy
 CS0505;SPC TXNC     - 2,059,500.      810,520.      MT  (+/- 180 meters Scaled)
 CS0505
 CS0505                          SUPERSEDED SURVEY CONTROL
 CS0505
 CS0505  NGVD 29 (??/??/92)  129.44   (m)          424.7    (f) COMPUTED    2 0
 CS0505
 CS0505.Superseded values are not recommended for survey control.
 CS0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0505.See file dsdata.txt to determine how the superseded data were derived.
 CS0505
 CS0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA576640(NAD 83)
 CS0505_MARKER: DR = REFERENCE MARK DISK
 CS0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0505_STAMPING: BAZETTE NO 2 1947
 CS0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0505+STABILITY: SURFACE MOTION
 CS0505
 CS0505  HISTORY     - Date     Condition        Report By
 CS0505  HISTORY     - 1947     MONUMENTED       CGS
 CS0505
 CS0505                          STATION DESCRIPTION
 CS0505
 CS0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0505'IN BAZETTE.
 CS0505'AT A ROAD JUNCTION WHICH IS 0.1 MILE EAST OF THE BAZETTE SCHOOL AT
 CS0505'BAZETTE, 90.0 FEET EAST OF THE EXTREME EAST END OF THE INTERSECTION
 CS0505'FORMED BY THE Y AT THE ROAD JUNCTION, 29.0 FEET NORTH OF THE CENTER OF
 CS0505'THE ROAD, 174.2 FEET EAST OF REFERENCE MARK BAZETTE NO 1, 102.2 FEET
 CS0505'SOUTHEAST OF BAZETTE TRIANGULATION STATION, A BRONZE REFERENCE MARK
 CS0505'DISK SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING
 CS0505'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0340 ***********************************************************************
 BP0340  DESIGNATION -  BB 25 USGS RESET
 BP0340  PID         -  BP0340
 BP0340  STATE/COUNTY-  TX/PRESIDIO
 BP0340  USGS QUAD   -  PAISANO (1972)
 BP0340
 BP0340                         *CURRENT SURVEY CONTROL
 BP0340  ___________________________________________________________________
 BP0340* NAD 83(1986)-  30 16 13.     (N)    103 49 54.     (W)     SCALED    
 BP0340* NAVD 88     -      1524.153  (meters)    5000.49   (feet)  ADJUSTED  
 BP0340  ___________________________________________________________________
 BP0340  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 BP0340  DYNAMIC HT  -        1521.618 (meters)    4992.18  (feet)  COMP
 BP0340  MODELED GRAV-     978,924.6   (mgal)                       NAVD 88
 BP0340
 BP0340  VERT ORDER  -  FIRST     CLASS II
 BP0340
 BP0340.The horizontal coordinates were scaled from a topographic map and have
 BP0340.an estimated accuracy of +/- 6 seconds.
 BP0340
 BP0340.The orthometric height was determined by differential leveling
 BP0340.and adjusted by the National Geodetic Survey in June 1991..
 BP0340
 BP0340.The geoid height was determined by GEOID03.
 BP0340
 BP0340.The dynamic height is computed by dividing the NAVD 88
 BP0340.geopotential number by the normal gravity value computed on the
 BP0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0340.degrees latitude (g = 980.6199 gals.).
 BP0340
 BP0340.The modeled gravity was interpolated from observed gravity values.
 BP0340
 BP0340;                    North         East    Units  Estimated Accuracy
 BP0340;SPC TXSC     - 4,279,690.      135,210.      MT  (+/- 180 meters Scaled)
 BP0340
 BP0340                          SUPERSEDED SURVEY CONTROL
 BP0340
 BP0340.No superseded survey control is available for this station.
 BP0340
 BP0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP123493(NAD 83)
 BP0340_MARKER: DD = SURVEY DISK
 BP0340_SETTING: 66 = SET IN ROCK OUTCROP
 BP0340_SP_SET: ROCK OUTCROP
 BP0340_STAMPING: 4998.762
 BP0340_MARK LOGO: USGS  
 BP0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0340+STABILITY: POSITION/ELEVATION WELL
 BP0340
 BP0340  HISTORY     - Date     Condition        Report By
 BP0340  HISTORY     - UNK      MONUMENTED       USGS
 BP0340  HISTORY     - 1957     GOOD             NGS
 BP0340  HISTORY     - 1981     GOOD             NGS
 BP0340
 BP0340                          STATION DESCRIPTION
 BP0340
 BP0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0340'12.1 MI E FROM MARFA.
 BP0340'ABOUT 12.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0340'THE STATION AT MARFA, 196 FEET SOUTH-SOUTHEAST OF THE 13TH POLE
 BP0340'NORTHEAST OF MILEPOST 621, IN THE TOP OF A SMALL ROCK OUTCROP, 226
 BP0340'FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 140 YARDS SOUTHWEST OF THE
 BP0340'SOUTHEAST HEAD WALL OF A U. S. HIGHWAY 90 CULVERT, 68 FEET SOUTHEAST
 BP0340'OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHEAST OF THE SOUTHEAST
 BP0340'HIGHWAY RIGHT OF WAY FENCE, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN
 BP0340'WITNESS POST, AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
 BP0340
 BP0340                          STATION RECOVERY (1981)
 BP0340
 BP0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0340'18.1 KM (11.25 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BP0340'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, THENCE 0.4 KM (0.25 MI)
 BP0340'NORTHEAST ALONG A GRAVELED ROAD PARALLELING THE SOUTHERN PACIFIC
 BP0340'RAILROAD, 0.6 KM (0.35 MI) NORTHEAST OF MILEPOST 621, IN THE CENTER OF
 BP0340'A 3 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 149.0 METERS (488.9
 BP0340'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 69.8 METERS (229.0 FT)
 BP0340'EAST-SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE, 68.9 METERS (226.0
 BP0340'FT) SOUTHEAST OF THE NEAR RAIL, 40.2 METERS (131.9 FT) SOUTH-SOUTHEAST
 BP0340'OF A FENCE AND 20.7 METERS (67.9 FT) SOUTHEAST OF THE CENTER OF THE
 BP0340'ROADBED OF THE OLD HIGHWAY.
 BP0340'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 BP0340'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0356 ***********************************************************************
 BA0356  DESIGNATION -  BB 736
 BA0356  PID         -  BA0356
 BA0356  STATE/COUNTY-  TX/PRESIDIO
 BA0356  USGS QUAD   -  BANDERA MESA SOUTH (1983)
 BA0356
 BA0356                         *CURRENT SURVEY CONTROL
 BA0356  ___________________________________________________________________
 BA0356* NAD 83(1986)-  29 31 40.     (N)    103 50 58.     (W)     SCALED    
 BA0356* NAVD 88     -      1347.340  (meters)    4420.40   (feet)  ADJUSTED  
 BA0356  ___________________________________________________________________
 BA0356  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BA0356  DYNAMIC HT  -        1345.063 (meters)    4412.93  (feet)  COMP
 BA0356  MODELED GRAV-     978,905.8   (mgal)                       NAVD 88
 BA0356
 BA0356  VERT ORDER  -  SECOND    CLASS 0
 BA0356
 BA0356.The horizontal coordinates were scaled from a topographic map and have
 BA0356.an estimated accuracy of +/- 6 seconds.
 BA0356
 BA0356.The orthometric height was determined by differential leveling
 BA0356.and adjusted by the National Geodetic Survey in June 1991..
 BA0356
 BA0356.The geoid height was determined by GEOID03.
 BA0356
 BA0356.The dynamic height is computed by dividing the NAVD 88
 BA0356.geopotential number by the normal gravity value computed on the
 BA0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0356.degrees latitude (g = 980.6199 gals.).
 BA0356
 BA0356.The modeled gravity was interpolated from observed gravity values.
 BA0356
 BA0356;                    North         East    Units  Estimated Accuracy
 BA0356;SPC TXSC     - 4,197,530.      130,090.      MT  (+/- 180 meters Scaled)
 BA0356
 BA0356                          SUPERSEDED SURVEY CONTROL
 BA0356
 BA0356  NGVD 29 (??/??/92) 1346.966  (m)         4419.17   (f) ADJ UNCH    2 0
 BA0356
 BA0356.Superseded values are not recommended for survey control.
 BA0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0356.See file dsdata.txt to determine how the superseded data were derived.
 BA0356
 BA0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN114670(NAD 83)
 BA0356_MARKER: DB = BENCH MARK DISK
 BA0356_SETTING: 80 = SET IN A BOULDER
 BA0356_SP_SET: BOULDER
 BA0356_STAMPING: BB 736 1943
 BA0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0356+STABILITY: SURFACE MOTION
 BA0356
 BA0356  HISTORY     - Date     Condition        Report By
 BA0356  HISTORY     - 1943     MONUMENTED       CGS
 BA0356  HISTORY     - 1958     GOOD             NGS
 BA0356
 BA0356                          STATION DESCRIPTION
 BA0356
 BA0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0356'9.0 MI NE FROM FOWLKES BROS RANCH.
 BA0356'ABOUT 9.0 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE FOWLKES
 BA0356'BROTHERS RANCH, IN THE TOP OF A SMALL BOULDER PROJECTING 1 FOOT, 74
 BA0356'FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 1.1 MILE SOUTH OF A
 BA0356'POWER LINE CROSSING OVER THE ROAD, ABOUT 0.4 MILE SOUTH OF THE CREST
 BA0356'OF A LONG HILL, 72 FEET EAST OF THE CENTER LINE OF A WASH, 16 1/2 FEET
 BA0356'EAST OF A WOVEN WIRE FENCE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 BA0356'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1088 ***********************************************************************
 CA1088  DESIGNATION -  BC 3L USCE
 CA1088  PID         -  CA1088
 CA1088  STATE/COUNTY-  TX/MCCULLOCH
 CA1088  USGS QUAD   -  LOST CREEK (1979)
 CA1088
 CA1088                         *CURRENT SURVEY CONTROL
 CA1088  ___________________________________________________________________
 CA1088* NAD 83(1993)-  31 09 30.38133(N)    099 05 34.19502(W)     ADJUSTED  
 CA1088* NAVD 88     -       519.6    (meters)    1705.     (feet)  VERTCON   
 CA1088  ___________________________________________________________________
 CA1088  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CA1088  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CA1088
 CA1088  HORZ ORDER  -  THIRD
 CA1088
 CA1088.The horizontal coordinates were established by classical geodetic methods
 CA1088.and adjusted by the National Geodetic Survey in February 1996..
 CA1088
 CA1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1088
 CA1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1088
 CA1088.The geoid height was determined by GEOID03.
 CA1088
 CA1088;                    North         East     Units Scale Factor Converg.
 CA1088;SPC TX C     - 3,166,030.228   818,260.842   MT  0.99988548   +0 38 20.2
 CA1088;SPC TX C     -10,387,217.51  2,684,577.45   sFT  0.99988548   +0 38 20.2
 CA1088;UTM  14      - 3,447,164.907   491,152.384   MT  0.99960097   -0 02 52.9
 CA1088
 CA1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1088!SPC TX C     -   0.99992215  x   0.99988548  =   0.99980764
 CA1088!UTM  14      -   0.99992215  x   0.99960097  =   0.99952315
 CA1088
 CA1088:                Primary Azimuth Mark                     Grid Az
 CA1088:SPC TX C     -  VOCA                                     209 24 15.3
 CA1088:UTM  14      -  VOCA                                     210 05 28.4
 CA1088
 CA1088|---------------------------------------------------------------------|
 CA1088| PID    Reference Object                     Distance      Geod. Az  |
 CA1088|                                                           dddmmss.s |
 CA1088| CA1091 VOCA                                APPROX.11.9 KM 2100235.5 |
 CA1088|---------------------------------------------------------------------|
 CA1088
 CA1088                          SUPERSEDED SURVEY CONTROL
 CA1088
 CA1088  NAD 83(1986)-  31 09 30.39095(N)    099 05 34.17993(W) AD(       ) 3
 CA1088  NAD 27      -  31 09 29.79533(N)    099 05 33.01067(W) AD(       ) 3
 CA1088  NGVD 29 (07/19/86)  519.5    (m)         1704.     (f) VERT ANG       
 CA1088
 CA1088.Superseded values are not recommended for survey control.
 CA1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1088.See file dsdata.txt to determine how the superseded data were derived.
 CA1088
 CA1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV9115247165(NAD 83)
 CA1088
 CA1088  HISTORY     - Date     Condition        Report By
 CA1088  HISTORY     - UNK      MONUMENTED
 CA1088  HISTORY     - 1961     GOOD             USGS
 CA1088
 CA1088                          STATION DESCRIPTION
 CA1088
 CA1088'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CA1088'LOCATED ABOUT 14.5 MI. (AIRLINE) E. OF BRADY, TEXAS, AND 8 MI.
 CA1088'(AIRLINE) SE. OF ROCHELLE, TEXAS, ON PROMINENT HILL.
 CA1088'
 CA1088'TO REACH STATION FROM POST OFFICE AT ROCHELLE, TEXAS, DRIVE S. AND E.
 CA1088'ON GRAVEL RD. LEADING S. FROM CROSSROADS AT POST OFFICE 1.7 MI. TO
 CA1088'T-RD. S., TURN S. AND CONTINUE 6.8 MI. ALONG GRADED DIRT RD. TO CORRAL
 CA1088'AT WHITE RANCH HOUSE, GO THROUGH S. GATE INTO S. PASTURE AND DRIVE 2.0
 CA1088'MI. S. ALONG WELL TRAVELED TRACK RD. TO SW. SIDE OF HILL, TURN E. AND
 CA1088'GO 0.2 MI. TO TOP AND STATION.
 CA1088'
 CA1088'STATION MARK--STANDARD USCE TABLET CEMENTED ON TOP OF CONCRETE POST
 CA1088'PROJECTING 0.3 FT. ABOVE GROUND, STAMPED ---BC 3L 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1087 ***********************************************************************
 CA1087  DESIGNATION -  BC 6L USCE
 CA1087  PID         -  CA1087
 CA1087  STATE/COUNTY-  TX/SAN SABA
 CA1087  USGS QUAD   -  LOST CREEK (1979)
 CA1087
 CA1087                         *CURRENT SURVEY CONTROL
 CA1087  ___________________________________________________________________
 CA1087* NAD 83(1993)-  31 10 24.00634(N)    099 00 08.00589(W)     ADJUSTED  
 CA1087* NAVD 88     -       503.5    (meters)    1652.     (feet)  VERTCON   
 CA1087  ___________________________________________________________________
 CA1087  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 CA1087  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CA1087
 CA1087  HORZ ORDER  -  THIRD
 CA1087
 CA1087.The horizontal coordinates were established by classical geodetic methods
 CA1087.and adjusted by the National Geodetic Survey in February 1996..
 CA1087
 CA1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1087
 CA1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1087
 CA1087.The geoid height was determined by GEOID03.
 CA1087
 CA1087;                    North         East     Units Scale Factor Converg.
 CA1087;SPC TX C     - 3,167,781.301   826,878.634   MT  0.99988623   +0 41 08.2
 CA1087;SPC TX C     -10,392,962.49  2,712,850.99   sFT  0.99988623   +0 41 08.2
 CA1087;UTM  14      - 3,448,812.076   499,788.082   MT  0.99960000   -0 00 04.1
 CA1087
 CA1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1087!SPC TX C     -   0.99992470  x   0.99988623  =   0.99981093
 CA1087!UTM  14      -   0.99992470  x   0.99960000  =   0.99952473
 CA1087
 CA1087:                Primary Azimuth Mark                     Grid Az
 CA1087:SPC TX C     -  CAMPBELL ET                              214 33 42.0
 CA1087:UTM  14      -  CAMPBELL ET                              215 14 54.3
 CA1087
 CA1087|---------------------------------------------------------------------|
 CA1087| PID    Reference Object                     Distance      Geod. Az  |
 CA1087|                                                           dddmmss.s |
 CA1087| CA1090 CAMPBELL ET                         APPROX.11.4 KM 2151450.2 |
 CA1087|---------------------------------------------------------------------|
 CA1087
 CA1087                          SUPERSEDED SURVEY CONTROL
 CA1087
 CA1087  NAD 83(1986)-  31 10 24.01628(N)    099 00 07.99055(W) AD(       ) 3
 CA1087  NAD 27      -  31 10 23.42864(N)    099 00 06.82709(W) AD(       ) 3
 CA1087  NGVD 29 (07/19/86)  503.4    (m)         1652.     (f) VERT ANG       
 CA1087
 CA1087.Superseded values are not recommended for survey control.
 CA1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1087.See file dsdata.txt to determine how the superseded data were derived.
 CA1087
 CA1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV9978848812(NAD 83)
 CA1087
 CA1087  HISTORY     - Date     Condition        Report By
 CA1087  HISTORY     - UNK      MONUMENTED
 CA1087  HISTORY     - 1961     GOOD             USGS
 CA1087
 CA1087                          STATION DESCRIPTION
 CA1087
 CA1087'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CA1087'LOCATED ABOUT 20 MI. (AIRLINE) E. OF BRADY, TEXAS, AND 7 MI. (AIRLINE)
 CA1087'SW. OF RICHLAND SPRINGS, TEXAS, ON HIGHEST PART OF BRUSHY TOP.
 CA1087'
 CA1087'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 190 AND FARM ROAD 45 IN
 CA1087'RICHLAND SPRINGS, TEXAS, DRIVE SW. ON HIGHWAY 190 1.2 MI. TO T-RD. S.,
 CA1087'TURN LEFT AND FOLLOW THE MAIN TRAVELED RD. S. 2.7 MI. TO RD. FORK,
 CA1087'KEEP LEFT FORK AND CONTINUE S. 4.3 MI. TO RD. FORK AND CATTLEGUARD,
 CA1087'KEEP RIGHT FORK, CROSS CATTLEGUARD AND TURN RIGHT (W.) ON TRACK RD.
 CA1087'1.1 MI. TO GATE, GO THROUGH GATE, TURN LEFT AND FOLLOW TRACK RD. 0.3
 CA1087'MI. TO WINDMILL.  STATION IS ABOUT 150 YDS. SW. OF WINDMILL.
 CA1087'
 CA1087'STATION MARK--A USCE BRASS TABLET SET ON TOP OF A CONCRETE POST,
 CA1087'STAMPED ---BC 6L 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0907 ***********************************************************************
 CD0907  DESIGNATION -  BDRY MI COR 61 ECC 1922
 CD0907  PID         -  CD0907
 CD0907  STATE/COUNTY-  TX/CULBERSON
 CD0907  USGS QUAD   -  SCREW BEAN DRAW NE (1973)
 CD0907
 CD0907                         *CURRENT SURVEY CONTROL
 CD0907  ___________________________________________________________________
 CD0907* NAD 83(1993)-  31 59 50.30040(N)    104 06 33.21603(W)     ADJUSTED  
 CD0907* NAVD 88     -       951.0    (meters)    3120.     (feet)  VERTCON   
 CD0907  ___________________________________________________________________
 CD0907  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 CD0907  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CD0907
 CD0907  HORZ ORDER  -  FIRST
 CD0907
 CD0907.The horizontal coordinates were established by classical geodetic methods
 CD0907.and adjusted by the National Geodetic Survey in February 1996..
 CD0907
 CD0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0907
 CD0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0907
 CD0907.The geoid height was determined by GEOID03.
 CD0907
 CD0907;                    North         East     Units Scale Factor Converg.
 CD0907;SPC TX C     - 3,264,433.620   343,250.422   MT  1.00003261   -1 56 41.3
 CD0907;SPC TX C     -10,710,062.63  1,126,147.43   sFT  1.00003261   -1 56 41.3
 CD0907;SPC NM E     -   110,591.236   186,175.260   MT  0.99991462   +0 07 07.5
 CD0907;SPC NM E     -   362,831.41    610,810.00   sFT  0.99991462   +0 07 07.5
 CD0907;UTM  13      - 3,540,483.646   584,142.260   MT  0.99968731   +0 28 19.3
 CD0907
 CD0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0907!SPC TX C     -   0.99985469  x   1.00003261  =   0.99988730
 CD0907!SPC NM E     -   0.99985469  x   0.99991462  =   0.99976933
 CD0907!UTM  13      -   0.99985469  x   0.99968731  =   0.99954205
 CD0907
 CD0907:                Primary Azimuth Mark                     Grid Az
 CD0907:SPC TX C     -  NEW MEX TEX BDRY MI COR 61               060 28 29.0
 CD0907:SPC NM E     -  NEW MEX TEX BDRY MI COR 61               058 24 40.2
 CD0907:UTM  13      -  NEW MEX TEX BDRY MI COR 61               058 03 28.4
 CD0907
 CD0907|---------------------------------------------------------------------|
 CD0907| PID    Reference Object                     Distance      Geod. Az  |
 CD0907|                                                           dddmmss.s |
 CD0907| CD0908 NEW MEX TEX BDRY MI COR 61          APPROX. 0.6 KM 0583147.7 |
 CD0907|---------------------------------------------------------------------|
 CD0907
 CD0907                          SUPERSEDED SURVEY CONTROL
 CD0907
 CD0907  NAD 83(1993)-  31 59 50.30021(N)    104 06 33.21546(W) AD(       ) 1
 CD0907  NAD 83(1986)-  31 59 50.30015(N)    104 06 33.21362(W) AD(       ) 1
 CD0907  NAD 27      -  31 59 49.86100(N)    104 06 31.46100(W) AD(       ) 1
 CD0907  NGVD 29 (07/19/86)  950.5    (m)         3118.     (f) VERT ANG       
 CD0907
 CD0907.Superseded values are not recommended for survey control.
 CD0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0907.See file dsdata.txt to determine how the superseded data were derived.
 CD0907
 CD0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER8414240484(NAD 83)
 CD0907_MARKER: H = DRILL HOLE
 CD0907_SETTING: 0 = UNSPECIFIED SETTING
 CD0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0907
 CD0907  HISTORY     - Date     Condition        Report By
 CD0907  HISTORY     - 1922     MONUMENTED       CGS
 CD0907  HISTORY     - 1966     GOOD             TEXACO
 CD0907
 CD0907                          STATION DESCRIPTION
 CD0907
 CD0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 CD0907'STATION IS ABOUT 7 MILES NW OF ANGELES, TEXAS, ABOUT 1,000
 CD0907'METERS (3,280 FEET) W OF DELAWARE CREEK, 1-1/4 MILES SW
 CD0907'OF OLD COAD DAM, AND ON EASTERN SPUR OF HILLS.
 CD0907'
 CD0907'STATION IS MARKED BY 1-INCH HOLE DRILLED IN ROCK.  MILE
 CD0907'CORNER 61 IS 562.58 METERS (1,845.7 FEET) FROM STATION
 CD0907'N 58 DEG 32 MIN E.
 CD0907
 CD0907                          STATION RECOVERY (1966)
 CD0907
 CD0907'RECOVERY NOTE BY TEXACO INCORPORATED 1966 (BLE)
 CD0907'STATION MARKED BY A ONE INCH DRILL HOLE FOUND IN GOOD CONDITION.
 CD0907'FOUND HOLE FULL OF DIRT WHICH WAS HARD TO FIND.  THE CORNER
 CD0907'MARK IS ALSO IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6311 ***********************************************************************
 AC6311  DESIGNATION -  BEA5 A
 AC6311  PID         -  AC6311
 AC6311  STATE/COUNTY-  TX/JEFFERSON
 AC6311  USGS QUAD   -  VOTH (1993)
 AC6311
 AC6311                         *CURRENT SURVEY CONTROL
 AC6311  ___________________________________________________________________
 AC6311* NAD 83(1993)-  30 09 38.66946(N)    094 10 45.32119(W)     ADJUSTED  
 AC6311* NAVD 88     -         7.971  (meters)      26.15   (feet)  ADJUSTED  
 AC6311  ___________________________________________________________________
 AC6311  X           -    -402,231.276 (meters)                     COMP
 AC6311  Y           -  -5,504,632.467 (meters)                     COMP
 AC6311  Z           -   3,185,782.940 (meters)                     COMP
 AC6311  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AC6311  ELLIP HEIGHT-         -19.54  (meters)          (10/23/00) GPS OBS
 AC6311  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AC6311  DYNAMIC HT  -           7.960 (meters)      26.12  (feet)  COMP
 AC6311  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 AC6311
 AC6311  HORZ ORDER  -  B
 AC6311  VERT ORDER  -  FIRST     CLASS II
 AC6311  ELLP ORDER  -  FOURTH    CLASS II
 AC6311
 AC6311.This is a reference station for the BEAUMONT RRP
 AC6311.National Continuously Operating Reference Station (BEA5).
 AC6311
 AC6311.The horizontal coordinates were established by GPS observations
 AC6311.and adjusted by the National Geodetic Survey in August 1998..
 AC6311
 AC6311.The orthometric height was determined by differential leveling
 AC6311.and adjusted by the National Geodetic Survey in July 2002..
 AC6311
 AC6311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6311
 AC6311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6311
 AC6311.The ellipsoidal height was determined by GPS observations
 AC6311.and is referenced to NAD 83.
 AC6311
 AC6311.The geoid height was determined by GEOID03.
 AC6311
 AC6311.The dynamic height is computed by dividing the NAVD 88
 AC6311.geopotential number by the normal gravity value computed on the
 AC6311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6311.degrees latitude (g = 980.6199 gals.).
 AC6311
 AC6311.The modeled gravity was interpolated from observed gravity values.
 AC6311
 AC6311;                    North         East     Units Scale Factor Converg.
 AC6311;SPC TXSC     - 4,267,516.238 1,064,237.362   MT  0.99996689   +2 21 42.3
 AC6311;SPC TXSC     -14,001,009.52  3,491,585.41   sFT  0.99996689   +2 21 42.3
 AC6311;UTM  15      - 3,337,184.225   386,443.243   MT  0.99975909   -0 35 33.2
 AC6311
 AC6311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6311!SPC TXSC     -   1.00000307  x   0.99996689  =   0.99996996
 AC6311!UTM  15      -   1.00000307  x   0.99975909  =   0.99976216
 AC6311
 AC6311                          SUPERSEDED SURVEY CONTROL
 AC6311
 AC6311  ELLIP H (08/21/98)  -19.52   (m)                       GP(       ) 5 2
 AC6311  NAD 83(1993)-  30 09 38.66952(N)    094 10 45.32094(W) AD(       ) B
 AC6311  ELLIP H (01/23/98)  -19.52   (m)                       GP(       ) 3 2
 AC6311  NAVD 88 (01/23/98)    7.97   (m)           26.1    (f) LEVELING    3  
 AC6311
 AC6311.Superseded values are not recommended for survey control.
 AC6311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6311.See file dsdata.txt to determine how the superseded data were derived.
 AC6311
 AC6311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8644337184(NAD 83)
 AC6311_MARKER: I = METAL ROD
 AC6311_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6311_STAMPING: BEA5 A 1996
 AC6311_MARK LOGO: NGS   
 AC6311_PROJECTION: FLUSH
 AC6311_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6311+STABILITY: POSITION/ELEVATION WELL
 AC6311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6311+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 AC6311_ROD/PIPE-DEPTH: 16.5 meters
 AC6311_SLEEVE-DEPTH  : 0.9 meters
 AC6311
 AC6311  HISTORY     - Date     Condition        Report By
 AC6311  HISTORY     - 1996     MONUMENTED       NGS
 AC6311  HISTORY     - 19970313 GOOD             NGS
 AC6311  HISTORY     - 20050127 GOOD             USPSQD
 AC6311  HISTORY     - 20060304 GOOD             USPSQD
 AC6311
 AC6311                          STATION DESCRIPTION
 AC6311
 AC6311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6311'IN BEAUMONT, AT 8350 U.S.  HIGHWAY 69, IN THE EAST PART OF THE SOUTH
 AC6311'LAWN OF THE DEPARTMENT OF TRANSPORTATION HEADQUARTERS, 200.0 M (656.2
 AC6311'FT) EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 33.1 M (108.6 FT)
 AC6311'SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY, 23.6 M (77.4 FT) NORTH OF
 AC6311'THE NORTH EDGE OF A CONCRETE LINED DITCH, 18.8 M (61.7 FT) SOUTHWEST
 AC6311'OF THE CENTER OF A PAVED DRIVEWAY, 16.6 M (54.5 FT) WEST OF A UTILITY
 AC6311'POLE, 12.5 M (41.0 FT) SOUTH OF STATION BEAUMONT RRP, AND 7.6 M (24.9
 AC6311'FT) SOUTH OF THE SOUTHWEST CORNER OF A 12 BY 12-FOOT CONCRETE PAD.
 AC6311'NOTE--ACCESS TO THE THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC6311'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AC6311'MONUMENT IS ON PROPERTY OWNED BY THE TEXAS DEPARTMENT OF
 AC6311'TRANSPORTATION, DISTRICT 20, 8350 U.S. HIGHWAY 69, P.O.  BOX 3468,
 AC6311'BEAUMONT, TX 77704, TELEPHONE NUMBER (409) 898-5706.
 AC6311
 AC6311                          STATION RECOVERY (1997)
 AC6311
 AC6311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC6311'THE STATION WAS RECOVERED USING THE ORIGINAL DESCRIPTION, ALL
 AC6311'DISTANCES AND DIRECTIONS CHECKED.
 AC6311
 AC6311                          STATION RECOVERY (2005)
 AC6311
 AC6311'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC6311'RECOVERED IN GOOD CONDITION.
 AC6311
 AC6311                          STATION RECOVERY (2006)
 AC6311
 AC6311'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AC6311'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6323 ***********************************************************************
 AC6323  DESIGNATION -  BEA5 B
 AC6323  PID         -  AC6323
 AC6323  STATE/COUNTY-  TX/JEFFERSON
 AC6323  USGS QUAD   -  VOTH (1993)
 AC6323
 AC6323                         *CURRENT SURVEY CONTROL
 AC6323  ___________________________________________________________________
 AC6323* NAD 83(1993)-  30 09 15.31899(N)    094 10 50.43496(W)     ADJUSTED  
 AC6323* NAVD 88     -        13.115  (meters)      43.03   (feet)  ADJUSTED  
 AC6323  ___________________________________________________________________
 AC6323  X           -    -402,394.406 (meters)                     COMP
 AC6323  Y           -  -5,504,987.181 (meters)                     COMP
 AC6323  Z           -   3,185,163.809 (meters)                     COMP
 AC6323  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AC6323  ELLIP HEIGHT-         -14.41  (meters)          (10/23/00) GPS OBS
 AC6323  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AC6323  DYNAMIC HT  -          13.098 (meters)      42.97  (feet)  COMP
 AC6323  MODELED GRAV-     979,314.4   (mgal)                       NAVD 88
 AC6323
 AC6323  HORZ ORDER  -  B
 AC6323  VERT ORDER  -  FIRST     CLASS II
 AC6323  ELLP ORDER  -  FOURTH    CLASS II
 AC6323
 AC6323.This is a reference station for the BEAUMONT RRP
 AC6323.National Continuously Operating Reference Station (BEA5).
 AC6323
 AC6323.The horizontal coordinates were established by GPS observations
 AC6323.and adjusted by the National Geodetic Survey in August 1998..
 AC6323
 AC6323.The orthometric height was determined by differential leveling
 AC6323.and adjusted by the National Geodetic Survey in July 2002..
 AC6323
 AC6323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6323
 AC6323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6323
 AC6323.The ellipsoidal height was determined by GPS observations
 AC6323.and is referenced to NAD 83.
 AC6323
 AC6323.The geoid height was determined by GEOID03.
 AC6323
 AC6323.The dynamic height is computed by dividing the NAVD 88
 AC6323.geopotential number by the normal gravity value computed on the
 AC6323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6323.degrees latitude (g = 980.6199 gals.).
 AC6323
 AC6323.The modeled gravity was interpolated from observed gravity values.
 AC6323
 AC6323;                    North         East     Units Scale Factor Converg.
 AC6323;SPC TXSC     - 4,266,792.202 1,064,130.266   MT  0.99996526   +2 21 39.8
 AC6323;SPC TXSC     -13,998,634.08  3,491,234.05   sFT  0.99996526   +2 21 39.8
 AC6323;UTM  15      - 3,336,466.819   386,299.005   MT  0.99975949   -0 35 35.3
 AC6323
 AC6323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6323!SPC TXSC     -   1.00000226  x   0.99996526  =   0.99996752
 AC6323!UTM  15      -   1.00000226  x   0.99975949  =   0.99976175
 AC6323
 AC6323                          SUPERSEDED SURVEY CONTROL
 AC6323
 AC6323  ELLIP H (08/21/98)  -14.39   (m)                       GP(       ) 5 2
 AC6323  NAD 83(1993)-  30 09 15.31917(N)    094 10 50.43466(W) AD(       ) B
 AC6323  ELLIP H (01/23/98)  -14.22   (m)                       GP(       ) 3 2
 AC6323  NAVD 88 (08/21/98)   13.12   (m)           43.0    (f) LEVELING    3  
 AC6323  NAVD 88 (01/23/98)   13.26   (m)           43.5    (f) LEVELING    3  
 AC6323
 AC6323.Superseded values are not recommended for survey control.
 AC6323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6323.See file dsdata.txt to determine how the superseded data were derived.
 AC6323
 AC6323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8629936467(NAD 83)
 AC6323_MARKER: I = METAL ROD
 AC6323_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6323_STAMPING: BEA5 B 1996
 AC6323_MARK LOGO: NGS   
 AC6323_PROJECTION: FLUSH
 AC6323_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6323+STABILITY: POSITION/ELEVATION WELL
 AC6323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6323+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2005
 AC6323_ROD/PIPE-DEPTH: 9.9  meters
 AC6323_SLEEVE-DEPTH  : 0.9 meters
 AC6323
 AC6323  HISTORY     - Date     Condition        Report By
 AC6323  HISTORY     - 1996     MONUMENTED       NGS
 AC6323  HISTORY     - 19970313 GOOD             NGS
 AC6323  HISTORY     - 20030522 GOOD             JCLS
 AC6323  HISTORY     - 20050127 GOOD             USPSQD
 AC6323
 AC6323                          STATION DESCRIPTION
 AC6323
 AC6323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6323'IN BEAUMONT, AT THE INTERSECTION OF HIGHWAYS 69, 96, 287, AND CHINN
 AC6323'LANE, 70.6 M (231.6 FT) NORTH OF BENCH MARK W 1496, 8.3 M (27.2 FT)
 AC6323'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.7 M
 AC6323'(2.3 FT) NORTHEAST OF A WITNESS POST, 0.5 M (1.6 FT) EAST OF THE NORTH
 AC6323'END OF A GUARDRAIL, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AC6323'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC6323'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC6323
 AC6323                          STATION RECOVERY (1997)
 AC6323
 AC6323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC6323'THE STATION WAS RECOVERED USING THE ORIGINAL DESCRIPTION, ALL
 AC6323'DISTANCES AND DIRECTIONS CHECKED.
 AC6323
 AC6323                          STATION RECOVERY (2003)
 AC6323
 AC6323'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AC6323'RECOVERED IN GOOD CONDITION.
 AC6323
 AC6323                          STATION RECOVERY (2005)
 AC6323
 AC6323'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC6323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1202 ***********************************************************************
 AH1202  DESIGNATION -  BEACH
 AH1202  PID         -  AH1202
 AH1202  STATE/COUNTY-  TX/NUECES
 AH1202  USGS QUAD   -  
 AH1202
 AH1202                         *CURRENT SURVEY CONTROL
 AH1202  ___________________________________________________________________
 AH1202* NAD 83(1993)-  27 44 50.71979(N)    097 07 13.46293(W)     ADJUSTED  
 AH1202* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1202  ___________________________________________________________________
 AH1202  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AH1202  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AH1202
 AH1202  HORZ ORDER  -  THIRD
 AH1202
 AH1202.The horizontal coordinates were established by classical geodetic methods
 AH1202.and adjusted by the National Geodetic Survey in February 1996..
 AH1202
 AH1202.The orthometric height was scaled from a topographic map.
 AH1202
 AH1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1202
 AH1202.The geoid height was determined by GEOID03.
 AH1202
 AH1202;                    North         East     Units Scale Factor Converg.
 AH1202;SPC TX S     - 5,231,280.380   436,008.983   MT  0.99997938   +0 37 34.8
 AH1202;SPC TX S     -17,162,959.05  1,430,472.81   sFT  0.99997938   +0 37 34.8
 AH1202;UTM  14      - 3,070,638.589   685,254.463   MT  1.00002362   +0 52 31.2
 AH1202
 AH1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1202!SPC TX S     -   1.00000397  x   0.99997938  =   0.99998335
 AH1202!UTM  14      -   1.00000397  x   1.00002362  =   1.00002759
 AH1202
 AH1202|---------------------------------------------------------------------|
 AH1202| PID    Reference Object                     Distance      Geod. Az  |
 AH1202|                                                           dddmmss.s |
 AH1202| CV2936 BEACH RM 1                                         05606     |
 AH1202| AH1222 WALBOLT                             APPROX. 7.4 KM 2144228.5 |
 AH1202|---------------------------------------------------------------------|
 AH1202
 AH1202                          SUPERSEDED SURVEY CONTROL
 AH1202
 AH1202  NAD 83(1986)-  27 44 50.73060(N)    097 07 13.44077(W) AD(       ) 3
 AH1202  NAD 27      -  27 44 49.61430(N)    097 07 12.47683(W) AD(       ) 3
 AH1202
 AH1202.Superseded values are not recommended for survey control.
 AH1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1202.See file dsdata.txt to determine how the superseded data were derived.
 AH1202
 AH1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8525470639(NAD 83)
 AH1202_MARKER: DE = TRAVERSE STATION DISK
 AH1202_SETTING: 0 = UNSPECIFIED SETTING
 AH1202
 AH1202  HISTORY     - Date     Condition        Report By
 AH1202  HISTORY     - 1968     MONUMENTED       CGS
 AH1202  HISTORY     - 1969     GOOD             CGS
 AH1202  HISTORY     - 20010727 MARK NOT FOUND   USPSQD
 AH1202
 AH1202                          STATION DESCRIPTION
 AH1202
 AH1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1202'STATION IS LOCATED ON A PROMINANT DUNE ABOUT 7 MILES SOUTHEAST
 AH1202'OF PORT ARANSAS ON MUSTANG ISLAND.  STATION MARK IS 300
 AH1202'FEET WEST NORTHWEST OF THE MHWL, ABOUT 0.2 MILE SOUTHEAST
 AH1202'OF A WINDMILL, ABOUT 0.3 MILE SOUTHEAST OF A MIDDLE WINDMILL,
 AH1202'AND ABOUT 0.6 MILE SOUTH SOUTHWEST OF A THIRD WINDMILL, STATION
 AH1202'IS ALSO 296.84 FEET SOUTHWEST OF R.M. 1 (SLOPE DISTANCE) AND
 AH1202'4 FEET EAST OF A 4 X 4 INCH WITNESS POST WITH A METAL SIGN.
 AH1202'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED BEACH 1968
 AH1202'CEMENTED INTO THE TOP OF A 2 INCH DIAMETER GALVANIZED-IRON
 AH1202'PIPE 8 FEET LONG, EMBEDDED IN CONCRETE AND PROJECTING 1 FOOT
 AH1202'ABOVE THE SURFACE OF THE GROUND.
 AH1202'
 AH1202'R.M. 1 IS A STANDARD REFERENCE MARK DISK STAMPED BEACH NO.
 AH1202'1 1968 CEMENTED INTO THE TOP OF A 2 INCH DIAMETER GALVANIZED-IRON
 AH1202'PIPE 8 FEET LONG, EMBEDDED IN CONCRETE AND PROJECTING 2 FEET
 AH1202'ABOVE THE SURFACE OF THE GROUND.  THE R.M. IS ON A SAND FLAT
 AH1202'BETWEEN THREE MIGRATING SAND DUNES, AND IS 174 FEET WEST
 AH1202'NORTHWEST OF THE MHWL, ABOUT 0.2 MILE SOUTHEAST OF A WINDMILL,
 AH1202'ABOUT 0.2 MILE SOUTH OF ANOTHER WINDMILL, 15 FEET SOUTH
 AH1202'SOUTHEAST OF A CEDAR WITNESS POST, AND 15 FEET EAST OF ANOTHER
 AH1202'CEDAR WITNESS POST.
 AH1202'
 AH1202'TO REACH STATION FROM THE WATER TANK IN PORT ARANSAS, GO
 AH1202'NORTHWEST ON A SIDE STREET FOR 0.1 MILE.  TURN LEFT, AND GO
 AH1202'SOUTHWEST ON ALLISTER ROAD FOR 2.8 MILES TO ROAD ON LEFT.  TURN
 AH1202'LEFT, AND GO SOUTHEAST FOR 0.4 MILE TO HARD SAND BEACH.  TURN RIGHT,
 AH1202'AND GO SOUTHWEST ON BEACH FOR 3.7 MILES TO STATION ON RIGHT.
 AH1202
 AH1202                          STATION RECOVERY (1969)
 AH1202
 AH1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1202'THE STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 AH1202'CONDITION AS DESCRIBED BY J.K.W. IN 1968.  ROUTE PROCEEDING
 AH1202'TO STATION IS ADEQUATE FOR RECOVERY.
 AH1202'
 AH1202'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 AH1202'SOUTH-SOUTHWEST OF PORT ARANSAS.
 AH1202
 AH1202                          STATION RECOVERY (2001)
 AH1202
 AH1202'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 AH1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5752 ***********************************************************************
 AW5752  DESIGNATION -  BEACH 1923
 AW5752  PID         -  AW5752
 AW5752  STATE/COUNTY-  TX/JEFFERSON
 AW5752  USGS QUAD   -  MUD LAKE (1994)
 AW5752
 AW5752                         *CURRENT SURVEY CONTROL
 AW5752  ___________________________________________________________________
 AW5752* NAD 83(1993)-  29 34 51.73412(N)    094 18 06.30368(W)     ADJUSTED  
 AW5752* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW5752  ___________________________________________________________________
 AW5752  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW5752  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW5752
 AW5752  HORZ ORDER  -  THIRD
 AW5752
 AW5752.The horizontal coordinates were established by classical geodetic methods
 AW5752.and adjusted by the National Geodetic Survey in February 1996..
 AW5752
 AW5752.The orthometric height was scaled from a topographic map.
 AW5752
 AW5752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5752
 AW5752.The geoid height was determined by GEOID03.
 AW5752
 AW5752;                    North         East     Units Scale Factor Converg.
 AW5752;SPC TXSC     - 4,202,833.344 1,055,028.112   MT  0.99987243   +2 18 06.2
 AW5752;SPC TXSC     -13,788,795.73  3,461,371.40   sFT  0.99987243   +2 18 06.2
 AW5752;UTM  15      - 3,273,069.481   373,919.508   MT  0.99979614   -0 38 33.7
 AW5752
 AW5752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5752!SPC TXSC     -   1.00000390  x   0.99987243  =   0.99987633
 AW5752!UTM  15      -   1.00000390  x   0.99979614  =   0.99980004
 AW5752
 AW5752:                Primary Azimuth Mark                     Grid Az
 AW5752:SPC TXSC     -  DEN 1923                                 063 38 06.4
 AW5752:UTM  15      -  DEN 1923                                 066 34 46.3
 AW5752
 AW5752|---------------------------------------------------------------------|
 AW5752| PID    Reference Object                     Distance      Geod. Az  |
 AW5752|                                                           dddmmss.s |
 AW5752| AW5738 DEN 1923                            APPROX. 7.3 KM 0655612.6 |
 AW5752|---------------------------------------------------------------------|
 AW5752
 AW5752                          SUPERSEDED SURVEY CONTROL
 AW5752
 AW5752  NAD 83(1993)-  29 34 51.73403(N)    094 18 06.30307(W) AD(       ) 3
 AW5752  NAD 83(1986)-  29 34 51.75823(N)    094 18 06.28992(W) AD(       ) 3
 AW5752  NAD 27      -  29 34 51.04300(N)    094 18 05.61100(W) AD(       ) 3
 AW5752
 AW5752.Superseded values are not recommended for survey control.
 AW5752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5752.See file dsdata.txt to determine how the superseded data were derived.
 AW5752
 AW5752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN7392073069(NAD 83)
 AW5752_MARKER: DS = TRIANGULATION STATION DISK
 AW5752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW5752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5752+STABILITY: SURFACE MOTION
 AW5752
 AW5752  HISTORY     - Date     Condition        Report By
 AW5752  HISTORY     - 1923     MONUMENTED       CGS
 AW5752  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5752  HISTORY     - 1977     MARK NOT FOUND   NGS
 AW5752
 AW5752                          STATION DESCRIPTION
 AW5752
 AW5752'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (GCJ)
 AW5752'STATION IS 5.7 MILES E OF HIGH ISLAND, ON THE HARD GROUND NEAR
 AW5752'THE BEACH, ABOUT 145 METERS FROM HIGH-WATER LINE AND 136 METERS
 AW5752'FROM GRASS LINE, 15.2 MILES W OF MAC FADDEN BEACH ROADHOUSE.
 AW5752'
 AW5752'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AW5752'THE TOPS OF CONCRETE CYLINDERS.
 AW5752'
 AW5752'REFERENCE MARK IS ON RANGE WITH HIGH ISLAND HOTEL.
 AW5752'
 AW5752'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 AW5752
 AW5752                          STATION RECOVERY (1960)
 AW5752
 AW5752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5752'LOST.  AN INVERSE WAS MADE BETWEEN STATION SHELL 1934 AND THIS
 AW5752'STATION.  THE ANGLE AND DISTANCE WERE MEASURED.  THESE PLACE THE
 AW5752'STATION UNDER THE PRESENT HIGHWAY.  THE REFERENCE MARKS COULD
 AW5752'NOT BE FOUND.
 AW5752
 AW5752                          STATION RECOVERY (1977)
 AW5752
 AW5752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW5752'STATION MARK AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 AW5752'RECOVERED.  THE ROAD HAS BEEN CHANGED IN THE AREA, THE OLD HIGHWAY
 AW5752'WAS WASHED AWAY BY EROSION MAKING THE MARKS IN THE BAY AREA.
 AW5752'STATION ASSUMED LOST.
 AW5752'
 AW5752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILE NE
 AW5752'OF HIGH ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1519 ***********************************************************************
 AB1519  DESIGNATION -  BEACH 1939
 AB1519  PID         -  AB1519
 AB1519  STATE/COUNTY-  TX/CAMERON
 AB1519  USGS QUAD   -  PORT ISABEL NW (1983)
 AB1519
 AB1519                         *CURRENT SURVEY CONTROL
 AB1519  ___________________________________________________________________
 AB1519* NAD 83(1993)-  26 11 11.38367(N)    097 10 37.61648(W)     ADJUSTED  
 AB1519* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1519  ___________________________________________________________________
 AB1519  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AB1519  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 AB1519
 AB1519  HORZ ORDER  -  SECOND
 AB1519
 AB1519.The horizontal coordinates were established by classical geodetic methods
 AB1519.and adjusted by the National Geodetic Survey in February 1996..
 AB1519
 AB1519.The orthometric height was scaled from a topographic map.
 AB1519
 AB1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1519
 AB1519.The geoid height was determined by GEOID03.
 AB1519
 AB1519;                    North         East     Units Scale Factor Converg.
 AB1519;SPC TX S     - 5,058,287.442   432,231.256   MT  0.99999506   +0 36 02.2
 AB1519;SPC TX S     -16,595,398.05  1,418,078.71   sFT  0.99999506   +0 36 02.2
 AB1519;UTM  14      - 2,897,616.340   682,159.892   MT  1.00000971   +0 48 16.7
 AB1519
 AB1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1519!SPC TX S     -   1.00000309  x   0.99999506  =   0.99999815
 AB1519!UTM  14      -   1.00000309  x   1.00000971  =   1.00001280
 AB1519
 AB1519:                Primary Azimuth Mark                     Grid Az
 AB1519:SPC TX S     -  SHARK                                    172 34 00.8
 AB1519:UTM  14      -  SHARK                                    172 21 46.3
 AB1519
 AB1519|---------------------------------------------------------------------|
 AB1519| PID    Reference Object                     Distance      Geod. Az  |
 AB1519|                                                           dddmmss.s |
 AB1519| AB1516 SHARK                               APPROX. 6.3 KM 1731003.0 |
 AB1519|---------------------------------------------------------------------|
 AB1519
 AB1519                          SUPERSEDED SURVEY CONTROL
 AB1519
 AB1519  NAD 83(1986)-  26 11 11.40031(N)    097 10 37.57171(W) AD(       ) 2
 AB1519  NAD 27      -  26 11 10.12600(N)    097 10 36.67200(W) AD(       ) 2
 AB1519
 AB1519.Superseded values are not recommended for survey control.
 AB1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1519.See file dsdata.txt to determine how the superseded data were derived.
 AB1519
 AB1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8216097616(NAD 83)
 AB1519_MARKER: P = PIPE CAP
 AB1519_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1519_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AB1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1519+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2001
 AB1519
 AB1519  HISTORY     - Date     Condition        Report By
 AB1519  HISTORY     - 1939     MONUMENTED       CGS
 AB1519  HISTORY     - 1949     GOOD             CGS
 AB1519  HISTORY     - 1958     GOOD             SHELL
 AB1519  HISTORY     - 1964     GOOD             CGS
 AB1519  HISTORY     - 1966     GOOD             CGS
 AB1519  HISTORY     - 1968     GOOD             CGS
 AB1519  HISTORY     - 1976     GOOD             NGS
 AB1519  HISTORY     - 1979     GOOD             NGS
 AB1519  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 AB1519  HISTORY     - 20010217 GOOD             LOCSUR
 AB1519
 AB1519                          STATION DESCRIPTION
 AB1519
 AB1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1519'STATION BEACH IS LOCATED ABOUT 8.0 MILES NNW OF BRAZOS SANTIAGO
 AB1519'PASS AND ABOUT 300 YARDS W OF THE BEACH, DIRECTLY OPPOSITE
 AB1519'STOVER POINT ON THE MAINLAND, JUST N OF LOW, BARE SAND FLATS
 AB1519'EXTENDING ACROSS ISLAND.
 AB1519'
 AB1519'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AB1519'TOP OF A 3-INCH GALVANIZED-IRON PIPE, 6 FEET LONG, EMBEDDED
 AB1519'IN CONCRETE AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1519'
 AB1519'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1519
 AB1519                          STATION RECOVERY (1949)
 AB1519
 AB1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1519'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AB1519'
 AB1519'STATION IS LOCATED NEAR THE CENTER OF PADRE ISLAND, ABOUT
 AB1519'7.8 MILES NNW OF PORT ISABEL COAST GUARD STATION.  IT IS
 AB1519'ABOUT 250 FEET S AND 500 FEET E OF A SEMI-CIRCULAR RIDGE
 AB1519'OF HIGH SAND DUNES, AND 2 FEET S OF A 4- BY 4-INCH WITNESS
 AB1519'POST.
 AB1519'
 AB1519'TO REACH STATION, CROSS LAGUNA MADRE BY BOAT TO PORT ISABEL
 AB1519'COAST GUARD STATION, THEN BY 4-WHEEL DRIVE VEHICLE ABOUT
 AB1519'0.7 MILE SE TO BRAZOS SANTIAGO N JETTY, THEN 8.1 MILES NNW
 AB1519'ALONG MEAN HIGH-WATER LINE, THEN ABOUT 1,450 FEET W ALONG
 AB1519'A FLAT SANDY WASH TO A GRASS ISLAND, THEN N ABOUT 750 FEET
 AB1519'ACROSS LOW DUNES TO STATION SET IN GRASS FLAT.
 AB1519'
 AB1519'STATION MARK IS A BRONZE DISK, STAMPED BEACH 1939, SCREWED
 AB1519'INTO THE TOP OF A 3-INCH GALVANIZED PIPE, EMBEDDED IN CONCRETE,
 AB1519'AND PROJECTING 12 INCHES ABOVE GROUND.
 AB1519
 AB1519                          STATION RECOVERY (1958)
 AB1519
 AB1519'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB1519'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AB1519
 AB1519                          STATION RECOVERY (1964)
 AB1519
 AB1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CHS)
 AB1519'STATION WAS RECOVERED IN GOOD CONDITION.
 AB1519
 AB1519                          STATION RECOVERY (1966)
 AB1519
 AB1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RLA)
 AB1519'STATION FOUND IN GOOD CONDITION.
 AB1519
 AB1519                          STATION RECOVERY (1968)
 AB1519
 AB1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1519'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE
 AB1519'BY G.E.M., JR., IN 1949 IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 AB1519'TO REACH FROM THE POST OFFICE IN PORT ISABEL, GO EAST ON TEXAS
 AB1519'PARK ROAD 100 ACROSS NEW CAUSEWAY OVER LAGUNA MADRE FOR
 AB1519'2.8 MILES TO A Y INTERSECTION.  KEEP LEFT ON PARK ROAD 100
 AB1519'FOR 4.1 MILES TO ROAD ON RIGHT.  TURN RIGHT AND GO EAST
 AB1519'0.2 MILE TO BEACH.  TURN LEFT AND GO NORTH ON BEACH PREFERABLY
 AB1519'IN 4 WHEEL DRIVE VEHICLE FOR 3.2 MILES TO LOCATION OF STATION
 AB1519'AS DESCRIBED PREVIOUSLY.
 AB1519
 AB1519                          STATION RECOVERY (1976)
 AB1519
 AB1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRL)
 AB1519'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT IS 154 FEET
 AB1519'WEST OF THE CENTERLINE OF PARK ROAD 100, 6 FEET WEST-NORTHWEST OF A
 AB1519'METAL WITNESS POST AND PROJECTS 12 INCHES.
 AB1519'
 AB1519'TO REACH FROM THE EAST END OF THE BRIDGE OF STATE HIGHWAY 100 AT
 AB1519'SOUTH PADRE ISLAND, GO EAST FOR 0.3 MILE, TURN LEFT AND GO NORTH ON
 AB1519'PARK ROAD 100 FOR 3.8 MILES TO SIDE ROAD RIGHT TO ANDY BOWIE PAR.
 AB1519'CONTINUE NORTH ON HIGHWAY 100 FOR 0.3 MILE TO AIDE ROAD
 AB1519'RIGHT TO ANDY BOWIE PARK.  CONTINUE NORTH ON PARK ROAD 100 FOR
 AB1519'2.95 MILES TO STATION ON LEFT.
 AB1519'
 AB1519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES N OF
 AB1519'SOUTH PADRE ISLAND.
 AB1519
 AB1519                          STATION RECOVERY (1979)
 AB1519
 AB1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1519'STATION WAS NOT OCCUPIED.
 AB1519'
 AB1519'NO REFERENCE MARKS TO THIS STATION.
 AB1519'
 AB1519'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 AB1519'
 AB1519'TO REACH THE STATION FROM PORT ISABEL, GO EASTERLY ON PARK ROAD 100
 AB1519'FOR 2.5 MILES TO A CROSS ROAD AND TEXAS PARK ROAD 100 TURN NORTH.
 AB1519'TURN NORTH ON TEXAS PARK ROAD FOR 4.0 MILE TO A SIDE ROAD RIGHT.
 AB1519'TURN RIGHT AND GO 0.2 MILE TO THE BEACH.  TURN LEFT, NORTH AND GO
 AB1519'3.2 MILE ALONG BEACH, THENCE PACK WESTERLY ACROSS DUNES AND FLAT
 AB1519'AREA TO STATION, MARKED BY A WITNESS POST, STATION MARK PROJECTING
 AB1519'ABOUT 1 FOOT, MARK IS ABOUT 1500 FEET WEST OF BEACH, STATION MARK
 AB1519'STAMPED BEACH 1939.
 AB1519'
 AB1519'THERE IS A TEXAS HIGHWAY DEPT. MARK NNW OF STATION PROJECTING
 AB1519'ABOUT 2 INCHES AND IS STAMPED 8.
 AB1519'
 AB1519'NOTE.  3 WATER TANKS AND A LIGHT HOUSE ARE V. G. FROM STATION.
 AB1519'
 AB1519'NOTE.  A FOUR WHEEL DRIVE MAY BE REQUIRED FOR THE BEACH.
 AB1519'
 AB1519'NOTE.  A HELICOPTER CAN LAND NEAR THE STATION.
 AB1519'
 AB1519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 AB1519'NORTH-NORTHEAST OF PORT ISABEL.
 AB1519
 AB1519                          STATION RECOVERY (1991)
 AB1519
 AB1519'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1519'MARK NOT FOUND.
 AB1519
 AB1519                          STATION RECOVERY (2001)
 AB1519
 AB1519'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SR)
 AB1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0559 ***********************************************************************
 CE0559  DESIGNATION -  BEACON
 CE0559  PID         -  CE0559
 CE0559  STATE/COUNTY-  TX/EL PASO
 CE0559  USGS QUAD   -  EL PASO (1997)
 CE0559
 CE0559                         *CURRENT SURVEY CONTROL
 CE0559  ___________________________________________________________________
 CE0559* NAD 83(1993)-  31 48 18.30507(N)    106 28 59.95221(W)     ADJUSTED  
 CE0559* NAVD 88     -      1724.     (meters)    5656.     (feet)  SCALED    
 CE0559  ___________________________________________________________________
 CE0559  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 CE0559  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0559
 CE0559  HORZ ORDER  -  SECOND
 CE0559
 CE0559.The horizontal coordinates were established by classical geodetic methods
 CE0559.and adjusted by the National Geodetic Survey in February 1996..
 CE0559
 CE0559.The orthometric height was scaled from a topographic map.
 CE0559
 CE0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0559
 CE0559.The geoid height was determined by GEOID03.
 CE0559
 CE0559;                    North         East     Units Scale Factor Converg.
 CE0559;SPC TX C     - 3,253,157.303   117,950.719   MT  0.99997992   -3 10 03.4
 CE0559;SPC TX C     -10,673,066.92    386,976.65   sFT  0.99997992   -3 10 03.4
 CE0559;UTM  13      - 3,519,789.165   359,589.882   MT  0.99984315   -0 46 54.8
 CE0559
 CE0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0559!SPC TX C     -   0.99973321  x   0.99997992  =   0.99971313
 CE0559!UTM  13      -   0.99973321  x   0.99984315  =   0.99957640
 CE0559
 CE0559|---------------------------------------------------------------------|
 CE0559| PID    Reference Object                     Distance      Geod. Az  |
 CE0559|                                                           dddmmss.s |
 CE0559| CC6037 BEACON RM 1                          14.730 METERS 06223     |
 CE0559| CE0620 BEACON AZ MK                        APPROX. 0.9 KM 1745413.8 |
 CE0559| CC6038 BEACON RM 2                           7.970 METERS 31243     |
 CE0559|---------------------------------------------------------------------|
 CE0559
 CE0559                          SUPERSEDED SURVEY CONTROL
 CE0559
 CE0559  NAD 83(1993)-  31 48 18.30663(N)    106 28 59.95149(W) AD(       ) 2
 CE0559  NAD 83(1986)-  31 48 18.30877(N)    106 28 59.95110(W) AD(       ) 2
 CE0559  NAD 27      -  31 48 17.92700(N)    106 28 57.99800(W) AD(       ) 2
 CE0559
 CE0559.Superseded values are not recommended for survey control.
 CE0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0559.See file dsdata.txt to determine how the superseded data were derived.
 CE0559
 CE0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5959019789(NAD 83)
 CE0559_MARKER: DS = TRIANGULATION STATION DISK
 CE0559_SETTING: 66 = SET IN ROCK OUTCROP
 CE0559
 CE0559  HISTORY     - Date     Condition        Report By
 CE0559  HISTORY     - 1934     MONUMENTED       CGS
 CE0559  HISTORY     - 1954     GOOD             AMS
 CE0559  HISTORY     - 1959     GOOD             CGS
 CE0559  HISTORY     - 1967     MARK NOT FOUND   CGS
 CE0559
 CE0559                          STATION DESCRIPTION
 CE0559
 CE0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CE0559'ABOUT 3 MILES NORTH OF EL PASO, 2-1/2 MILES WEST OF FT. BLISS,
 CE0559'IN THE FRANKLIN MOUNTAINS, ON THE FIRST PEAK NORTH OF EL PASO,
 CE0559'KNOWN LOCALLY AS RANGER MOUNTAIN.  SURFACE MARK IS 10 FEET
 CE0559'FROM THE WEST EDGE OF A CLIFF AND 15 FEET FROM ITS NORTH EDGE,
 CE0559'WHICH IS A STEEP SLOPE AT THE HIGHEST PART OF THE MOUNTAIN.
 CE0559'THERE ARE HIGHER MOUNTAINS TO THE NORTH.
 CE0559'
 CE0559'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND U.S. HIGHWAY
 CE0559'70 IN EL PASO, GO NORTH FROM THE JUNCTION AT ALAMEDA AND NORTH
 CE0559'PIEDRAS STREETS, ON N. PIEDRAS STREET TO RICHMOND STREET,
 CE0559'TURN WEST ON RICHMOND STREET AND FOLLOW PAVED SKYLINE DRIVE
 CE0559'FOR 2.05 MILES TO A TURNOUT AT THE SUMMIT.  THERE IS A GUARD
 CE0559'RAIL WITH IRON PIPE TO THE LEFT AND ALSO TWO LARGE BRASS
 CE0559'TABLETS ON THE FACE OF THE CLIFF.  THIS IS THE END OF TRUCK
 CE0559'TRAVEL.  FROM HERE TAKE THE TRAIL, WHICH STARTS JUST TO THE
 CE0559'RIGHT OF A GRANITE TABLET MARKED ELEV. 4222 FT. AND CONTINUE
 CE0559'UP THE RIDGE, PASSING TO THE NORTH OF THE AIRWAY BEACON TO
 CE0559'A POINT WHERE A HIGH VOLTAGE TRANSMISSION LINE CROSSES THE
 CE0559'RIDGE.  STATION IS ON THE PEAK, ABOUT 300 YARDS FARTHER UP
 CE0559'THE RIDGE FROM THE TRANSMISSION LINE.  ABOUT A 1-1/2
 CE0559'HOURS CLIMB WITH A HEAVY PACK.
 CE0559'
 CE0559'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CE0559'SET IN OUTCROPPING BEDROCK.
 CE0559'
 CE0559'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, ON THE SAME
 CE0559'PEAK BUT AT A SLIGHTLY LOWER ELEVATION.
 CE0559'
 CE0559'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, ON THE
 CE0559'SAME PEAK AND ABOUT 8 FEET LOWER IN ELEVATION.
 CE0559'
 CE0559'AZIMUTH MARK IS ABOUT 1/2 MILE SOUTH OF THE STATION, ON THE
 CE0559'SOUTHEAST EDGE OF A SMALL PEAK NORTHEAST OF THE TRAIL TO
 CE0559'RANGER MOUNTAIN.
 CE0559'
 CE0559'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CE0559
 CE0559                          STATION RECOVERY (1954)
 CE0559
 CE0559'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0559'AT THE PRESENT TIME, THERE IS A TRIANGULAR-SHAPED BUILDING
 CE0559'WITH A WOODEN FLOOR OVER THE PLACE THAT THE MARK SHOULD BE.
 CE0559'THIS BUILDING IS 10.7 FT. LONG ON EACH SIDE, AND THE MARK FALLS
 CE0559'APPROXIMATELY 3 FT. E OF THE W SIDE OF THE BUILDING.  THIS
 CE0559'WAS FOUND BY TAKING THE DIRECTIONS AND DISTANCES FROM THE
 CE0559'REFERENCE MARKS.  THEY WERE BOTH IN GOOD SHAPE, AND THE
 CE0559'AZIMUTH MARK WAS ALSO IN GOOD CONDITION.
 CE0559'
 CE0559'THE AZIMUTH MARK (A STANDARD AZIMUTH-MARK DISK, STAMPED BEACON
 CE0559'1934 AND SET IN BEDROCK) WAS RECOVERED AS DESCRIBED AND IN
 CE0559'GOOD CONDITION, 9 FT. W-NW OF THE EDGE OF A SHEER DROP, AND
 CE0559'136 FT. N OF THE CENTERLINE OF A SADDLE AND TRAIL.
 CE0559
 CE0559                          STATION RECOVERY (1959)
 CE0559
 CE0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CE0559'THE SITE OF THIS STATION WAS VISITED AND THE STATION MARK
 CE0559'AND REFERENCE MARK NO. 1 HAVE BEEN DESTROYED.  A 365 FOOT TV
 CE0559'TOWER, KTSM, AND A CONTROL HOUSE WAS UNDER CONSTRUCTION IN
 CE0559'APRIL 1959.  THE STATION MARK HAD BEEN DESTROYED AT SOME
 CE0559'TIME PREVIOUS TO THE ARRIVAL OF THE KTSM ENGINEERS.  REFERENCE
 CE0559'MARK NO. 2 IS IN PLACE ON THE HOG-BACK RIDGE NORTH OF THE TOWER
 CE0559'SITE.  THE PEAK IS BEING LOWERED ABOUT 6-8 FEET TO PROVIDE AN
 CE0559'AREA FOR THE INSTALLATION.
 CE0559
 CE0559                          STATION RECOVERY (1967)
 CE0559
 CE0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 CE0559'THE STATION AND ALL REFERENCE MARKS HAVE BEEN DESTROYED.
 CE0559'IT WAS REPORTED THAT R.M. 1 WAS FOUND LYING AT THE BASE OF
 CE0559'A SMALL HILL ABOUT 25 FEET FROM WHERE THE MARK SHOULD HAVE
 CE0559'BEEN.  THE SHANK PART OF THE MARK WAS MISSING, SO IT WAS
 CE0559'ASSUMED THE MARK HAD BEEN TORN LOOSE FROM ITS ORIGINAL POSITION.
 CE0559'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 CE0559'
 CE0559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 CE0559'NORTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0868 ***********************************************************************
 EN0868  DESIGNATION -  BEACON
 EN0868  PID         -  EN0868
 EN0868  STATE/COUNTY-  TX/HALE
 EN0868  USGS QUAD   -  PLAINVIEW (1965)
 EN0868
 EN0868                         *CURRENT SURVEY CONTROL
 EN0868  ___________________________________________________________________
 EN0868* NAD 83(1993)-  34 10 07.13382(N)    101 42 42.01487(W)     ADJUSTED  
 EN0868* NAVD 88     -      1027.     (meters)    3369.     (feet)  SCALED    
 EN0868  ___________________________________________________________________
 EN0868  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 EN0868  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EN0868
 EN0868  HORZ ORDER  -  THIRD
 EN0868
 EN0868.This mark is at Hale Co (PVW) Airport (PVW)
 EN0868
 EN0868.The horizontal coordinates were established by classical geodetic methods
 EN0868.and adjusted by the National Geodetic Survey in February 1996..
 EN0868
 EN0868.The orthometric height was scaled from a topographic map.
 EN0868
 EN0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0868
 EN0868.The geoid height was determined by GEOID03.
 EN0868
 EN0868;                    North         East     Units Scale Factor Converg.
 EN0868;SPC TXNC     - 2,281,991.153   303,905.727   MT  1.00006260   -1 45 05.9
 EN0868;SPC TXNC     - 7,486,832.64    997,064.04   sFT  1.00006260   -1 45 05.9
 EN0868;UTM  14      - 3,784,179.094   250,044.330   MT  1.00037022   -1 31 25.5
 EN0868
 EN0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0868!SPC TXNC     -   0.99984285  x   1.00006260  =   0.99990544
 EN0868!UTM  14      -   0.99984285  x   1.00037022  =   1.00021301
 EN0868
 EN0868:                Primary Azimuth Mark                     Grid Az
 EN0868:SPC TXNC     -  PLAINVIEW PRODUCERS CO ELEV              005 40 07.0
 EN0868:UTM  14      -  PLAINVIEW PRODUCERS CO ELEV              005 26 26.6
 EN0868
 EN0868|---------------------------------------------------------------------|
 EN0868| PID    Reference Object                     Distance      Geod. Az  |
 EN0868|                                                           dddmmss.s |
 EN0868| EN0862 PLAINVIEW PRODUCERS CO ELEV         APPROX. 7.7 KM 0035501.1 |
 EN0868| CJ7326 PLAINVIEW HALE CO AP STA A                         0093047.1 |
 EN0868| EN0867 PLAINVIEW HALE CO APT BEACON          1.920 METERS 02913     |
 EN0868| CJ6593 BEACON RP 1                           5.380 METERS 05831     |
 EN0868| EN0858 PLAINVIEW COOP COMPRESS TANK        APPROX. 6.5 KM 0721543.0 |
 EN0868| CJ6594 BEACON RP 2                           1.858 METERS 20731     |
 EN0868| EN0871 PLAINVIEW PIONEER GAS CO MST        APPROX. 7.9 KM 3260708.8 |
 EN0868| EN0865 PLAINVIEW WEST MUNICIPAL TANK       APPROX. 3.0 KM 3311918.7 |
 EN0868| EN0866 PLAINVIEW CARGIL ELEVATOR           APPROX. 4.7 KM 3372642.9 |
 EN0868| EN0863 PLAINVIEW RAD STA KVOP MST          APPROX. 4.1 KM 3532722.8 |
 EN0868|---------------------------------------------------------------------|
 EN0868
 EN0868                          SUPERSEDED SURVEY CONTROL
 EN0868
 EN0868  NAD 83(1993)-  34 10 07.13755(N)    101 42 42.00793(W) AD(       ) 3
 EN0868  NAD 83(1986)-  34 10 07.13994(N)    101 42 42.00917(W) AD(       ) 3
 EN0868  NAD 27      -  34 10 06.88272(N)    101 42 40.38200(W) AD(       ) 3
 EN0868
 EN0868.Superseded values are not recommended for survey control.
 EN0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0868.See file dsdata.txt to determine how the superseded data were derived.
 EN0868
 EN0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5004484179(NAD 83)
 EN0868_MARKER: DS = TRIANGULATION STATION DISK
 EN0868_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EN0868_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EN0868
 EN0868  HISTORY     - Date     Condition        Report By
 EN0868  HISTORY     - 1964     MONUMENTED       CGS
 EN0868  HISTORY     - 1965     GOOD             USGS
 EN0868  HISTORY     - 1967     GOOD             CGS
 EN0868
 EN0868                          STATION DESCRIPTION
 EN0868
 EN0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0868'THE STATION IS LOCATED AT THE HALE COUNTY AIRPORT, IN THE SOUTH PART
 EN0868'OF PLAINVIEW, ON THE ROOF OF THE FEDERAL AERONAUTICS ADMINISTRATION
 EN0868'CONTROL TOWER.
 EN0868'
 EN0868'THE STATION MARK IS A STANDARD DISK, STAMPED BEACON 1964, CEMENTED IN
 EN0868'A DRILL HOLE IN THE ROOF OF THE CONTROL TOWER.  IT IS 13.7 FEET WEST
 EN0868'OF THE CENTER OF THE LADDER LEADING TO THE ROOF, 8.5 FEET SOUTHWEST
 EN0868'OF THE PIPE THAT SUPPORTS THE WIND GAUGE, 6.3 FEET SOUTH SOUTHWEST
 EN0868'OF THE CENTER OF THE BEACON AND PROJECTS 1 INCH ABOVE THE ROOF
 EN0868'SURFACE.
 EN0868'
 EN0868'REFERENCE POINT 1 IS THE CENTER OF A CAPPED PIPE 4 INCHES IN DIAMETER
 EN0868'WITH A CHISELED CROSS ON IT.  IT IS ON THE NORTHEAST EDGE OF THE
 EN0868'ROOF, 15.1 FEET NORTH OF THE CENTER OF THE LADDER, 9.2 FEET NORTHEAST
 EN0868'OF THE PIPE THAT SUPPORTS THE WIND GAUGE AND PROJECTS 1 FOOT
 EN0868'ABOVE THE ROOF SURFACE.
 EN0868'
 EN0868'REFERENCE POINT 2 IS THE CENTER OF A CAPPED PIPE 4 INCHES IN DIAMETER
 EN0868'WITH A CHISELED CROSS ON IT.  IT IS ON THE SOUTH SOUTHWEST EDGE OF
 EN0868'THE ROOF, 15.2 FEET WEST OF THE CENTER OF THE LADDER, 14.0 FEET
 EN0868'SOUTHWEST OF THE PIPE THAT SUPPORTS THE WIND GAUGE AND PROJECTS 1
 EN0868'FOOT ABOVE THE ROOF SURFACE.
 EN0868'
 EN0868'STA A AP IS A STANDARD TOPOGRAPHIC STATION DISK, STAMPED STA A AP
 EN0868'1963, SET IN THE TOP OF A ROUND CONCRETE POST 10 INCHES IN DIAMETER
 EN0868'AND PROJECTING 1 INCH ABOVE THE SURFACE OF A DIRT ROAD AROUND THE
 EN0868'NORTHERLY END OF RUNWAY 220.  IT IS 50 FEET NORTHWEST OF THE
 EN0868'NORTHWEST CORNER OF THE RUNWAY, 22 FEET NORTH OF THE NORTH EDGE OF A
 EN0868'TAXI STRIP AND 8.5 FEET SOUTH OF THE CENTER OF THE DIRT ROAD.
 EN0868'
 EN0868'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EN0868
 EN0868                          STATION RECOVERY (1965)
 EN0868
 EN0868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0868'DESCRIBED IN NGS NORTHWEST TEXAS AREA G-13442, PAGE 7.
 EN0868'RECOVERED BY USGS IN 1965.
 EN0868'STATION MARK--STANDARD DISK STAMPED---BEACON 1964---, CEMENTED IN A
 EN0868'DRILL HOLE IN THE ROOF OF THE CONTROL TOWER.
 EN0868
 EN0868                          STATION RECOVERY (1967)
 EN0868
 EN0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JMW)
 EN0868'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0627 ***********************************************************************
 CE0627  DESIGNATION -  BEACON 2
 CE0627  PID         -  CE0627
 CE0627  STATE/COUNTY-  TX/EL PASO
 CE0627  USGS QUAD   -  EL PASO (1997)
 CE0627
 CE0627                         *CURRENT SURVEY CONTROL
 CE0627  ___________________________________________________________________
 CE0627* NAD 83(1993)-  31 48 18.28404(N)    106 28 59.89730(W)     ADJUSTED  
 CE0627* NAVD 88     -      1721.1    (meters)    5647.     (feet)  VERTCON   
 CE0627  ___________________________________________________________________
 CE0627  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CE0627  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0627
 CE0627  HORZ ORDER  -  FIRST
 CE0627
 CE0627.The horizontal coordinates were established by classical geodetic methods
 CE0627.and adjusted by the National Geodetic Survey in February 1996..
 CE0627
 CE0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0627
 CE0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0627
 CE0627.The geoid height was determined by GEOID03.
 CE0627
 CE0627;                    North         East     Units Scale Factor Converg.
 CE0627;SPC TX C     - 3,253,156.576   117,952.125   MT  0.99997992   -3 10 03.4
 CE0627;SPC TX C     -10,673,064.53    386,981.26   sFT  0.99997992   -3 10 03.4
 CE0627;UTM  13      - 3,519,788.497   359,591.317   MT  0.99984314   -0 46 54.8
 CE0627
 CE0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0627!SPC TX C     -   0.99973358  x   0.99997992  =   0.99971351
 CE0627!UTM  13      -   0.99973358  x   0.99984314  =   0.99957677
 CE0627
 CE0627:                Primary Azimuth Mark                     Grid Az
 CE0627:SPC TX C     -  BEACON AZ MK                             178 09 24.8
 CE0627:UTM  13      -  BEACON AZ MK                             175 46 16.2
 CE0627
 CE0627|---------------------------------------------------------------------|
 CE0627| PID    Reference Object                     Distance      Geod. Az  |
 CE0627|                                                           dddmmss.s |
 CE0627| CE0620 BEACON AZ MK                        APPROX. 0.9 KM 1745921.4 |
 CE0627|---------------------------------------------------------------------|
 CE0627
 CE0627                          SUPERSEDED SURVEY CONTROL
 CE0627
 CE0627  NAD 83(1993)-  31 48 18.28471(N)    106 28 59.89658(W) AD(       ) 1
 CE0627  NAD 83(1986)-  31 48 18.28715(N)    106 28 59.89634(W) AD(       ) 1
 CE0627  NAD 27      -  31 48 17.90020(N)    106 28 57.94195(W) AD(       ) 1
 CE0627  NGVD 29 (07/19/86) 1720.6    (m)         5645.     (f) VERT ANG       
 CE0627
 CE0627.Superseded values are not recommended for survey control.
 CE0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0627.See file dsdata.txt to determine how the superseded data were derived.
 CE0627
 CE0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5959119788(NAD 83)
 CE0627_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0627_SETTING: 0 = UNSPECIFIED SETTING
 CE0627_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0627
 CE0627  HISTORY     - Date     Condition        Report By
 CE0627  HISTORY     - 1981     MONUMENTED       NGS
 CE0627
 CE0627                          STATION DESCRIPTION
 CE0627
 CE0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0627'THE STATION IS LOCATED ABOUT 5.6 KM (3-1/2 MI) NORTH FROM
 CE0627'DOWNTOWN EL PASO AND IN THE FRANKLIN MOUNTAINS ON A POINT
 CE0627'LOCALLY KNOWN AS RANGER PEAK.
 CE0627'OWNERSHIP--PERMISSION GRANTED BY MR. W.T. MCGILL, KTSM
 CE0627'CHIEF ENGINEER, 801 NORTH OREGON STREET, EL PASO, TX 79901,
 CE0627'TELEPHONE NUMBER 915-532-5632.
 CE0627'
 CE0627'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0627'HIGHWAY 10 AND PIEDRAS STREET IN EL PASO, GO NORTH ON
 CE0627'PIEDRAS STREET FOR 2.9 KM (1.8 MI) TO THE JUNCTION OF
 CE0627'FORT BOULEVARD.  CONTINUE NORTH ON PIEDRAS STREET FOR
 CE0627'0.4 KM (0.3 MI) TO THE JUNCTION OF MCKINLEE AVENUE AND
 CE0627'SIGN (TRAMWAY).  TURN LEFT AND GO WEST ON MCKINLEY AVENUE
 CE0627'FOR 1.8 KM (1.1 MI) TO THE TRAMWAY OFFICE AND PARKING LOT.
 CE0627'RIDE THE CABLE CAR TO THE TOP OF THE MOUNTAIN AND THE
 CE0627'STATION IS ON THE TOP OF THE SMALL BUILDING AS DESCRIBED.
 CE0627'
 CE0627'THE STATION IS A STANDARD NGS DISK
 CE0627'STAMPED---BEACON 2 1980---,
 CE0627'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 29 CM ON A
 CE0627'SIDE THAT IS EPOXYED TO THE ROOF AND PROJECTS 8 CM ABOVE
 CE0627'THE ROOF.
 CE0627'IT IS LOCATED
 CE0627'9.5 METERS (31.0 FT) NORTH-NORTHWEST FROM THE SOUTHEAST CORNER OF
 CE0627'THE ROOF,
 CE0627'9.3 METERS (30.4 FT) NORTH-NORTHEAST FROM THE SOUTHWEST CORNER OF
 CE0627'THE ROOF, AND
 CE0627'7.1 METERS (23.50 FT) SOUTH-SOUTHWEST FROM A METAL LADDER LEADING
 CE0627'TO THE ROOF.
 CE0627'
 CE0627'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0620 ***********************************************************************
 CE0620  DESIGNATION -  BEACON AZ MK
 CE0620  PID         -  CE0620
 CE0620  STATE/COUNTY-  TX/EL PASO
 CE0620  USGS QUAD   -  EL PASO (1997)
 CE0620
 CE0620                         *CURRENT SURVEY CONTROL
 CE0620  ___________________________________________________________________
 CE0620* NAD 83(1993)-  31 47 48.32306(N)    106 28 56.82152(W)     ADJUSTED  
 CE0620* NAVD 88     -      1587.1    (meters)    5207.     (feet)  VERTCON   
 CE0620  ___________________________________________________________________
 CE0620  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CE0620  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CE0620
 CE0620  HORZ ORDER  -  SECOND
 CE0620
 CE0620.The horizontal coordinates were established by classical geodetic methods
 CE0620.and adjusted by the National Geodetic Survey in February 1996..
 CE0620
 CE0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0620
 CE0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0620
 CE0620.The geoid height was determined by GEOID03.
 CE0620
 CE0620;                    North         East     Units Scale Factor Converg.
 CE0620;SPC TX C     - 3,252,230.709   117,981.919   MT  0.99997789   -3 10 01.8
 CE0620;SPC TX C     -10,670,026.92    387,079.01   sFT  0.99997789   -3 10 01.8
 CE0620;UTM  13      - 3,518,864.799   359,659.618   MT  0.99984291   -0 46 52.5
 CE0620
 CE0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0620!SPC TX C     -   0.99975462  x   0.99997789  =   0.99973251
 CE0620!UTM  13      -   0.99975462  x   0.99984291  =   0.99959757
 CE0620
 CE0620                          SUPERSEDED SURVEY CONTROL
 CE0620
 CE0620  NAD 83(1993)-  31 47 48.32375(N)    106 28 56.82070(W) AD(       ) 2
 CE0620  NAD 83(1986)-  31 47 48.32612(N)    106 28 56.82050(W) AD(       ) 2
 CE0620  NAD 27      -  31 47 47.93824(N)    106 28 54.86643(W) AD(       ) 2
 CE0620  NGVD 29 (07/19/86) 1586.6    (m)         5205.     (f) VERT ANG       
 CE0620
 CE0620.Superseded values are not recommended for survey control.
 CE0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0620.See file dsdata.txt to determine how the superseded data were derived.
 CE0620
 CE0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5966018865(NAD 83)
 CE0620_MARKER: DZ = AZIMUTH MARK DISK
 CE0620_SETTING: 80 = SET IN A BOULDER
 CE0620_SP_SET: PARTIALLY EXPOSED BOULDER
 CE0620_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0620+STABILITY: SURFACE MOTION
 CE0620
 CE0620  HISTORY     - Date     Condition        Report By
 CE0620  HISTORY     - 1981     MONUMENTED       NGS
 CE0620
 CE0620                          STATION DESCRIPTION
 CE0620
 CE0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0620'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI) SOUTH OF THE
 CE0620'STATE LINE, 8 KM (5 MI) WEST OF THE INTERNATIONAL AIRPORT,
 CE0620'4 KM (2-1/2 MI) NORTH OF DOWNTOWN EL PASO AND ON TOP OF THE
 CE0620'FRANKLIN MOUNTAIN RANGE.
 CE0620'OWNERSHIP--KTSM, PERMISSION BY MR. W. T. MCGILL, KTSM CHIEF
 CE0620'ENGINEER, 801 NORTH OREGON STREET, EL PASO, TX 79901,
 CE0620'TELEPHONE NUMBER 915-532-5632.
 CE0620'
 CE0620'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0620'HIGHWAY 10 AND MESA AVENUE IN DOWNTOWN EL PASO, GO
 CE0620'NORTHWEST ON MESA AVENUE FOR 1.5 KM (0.95 MI) TO KERBEY
 CE0620'STREET ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON
 CE0620'KERBEY STREET FOR 1.1 KM (0.7 MI) TO RIM ROAD.  BEAR LEFT ON
 CE0620'RIM ROAD AND GO 1.0 KM (0.6 MI) TO A FORK (ROBINSON ROAD).
 CE0620'TAKE THE LEFT FORK AND GO NORTHWEST FOR 0.2 KM (0.1 MI)
 CE0620'TO A PAVED FORK AND A GRAVEL SIDE ROAD RIGHT.  TURN RIGHT
 CE0620'GO NORTH ON GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO A FORK.  TAKE
 CE0620'LEFT FORK AND CONTINUE NORTH FOR 0.2 KM (0.1 MI) TO A SIDE
 CE0620'ROAD RIGHT.  TURN RIGHT AND GO UPHILL FOR 1.9 KM (1.2 MI) TO
 CE0620'THE KDBC TV TOWER AT THE TOP OF THE RIDGE.  TURN LEFT AND
 CE0620'GO NORTH ALONG THE TOP OF THE RIDGE FOR 0.6 KM (0.4 MI) TO
 CE0620'A GUYED MAST AND THE STATION.
 CE0620'
 CE0620'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 CE0620'STAMPED---BEACON AZIMUTH 1934---,
 CE0620'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METER
 CE0620'LARGEST DIMENSION.  IT IS LOCATED
 CE0620'25.8 METERS (84.5 FT) NORTH-NORTHEAST FROM THE SOUTHEAST CORNER
 CE0620'OF A CEMENT BLOCK BUILDING,
 CE0620'3.8 METERS (12.4 FT) SOUTHEAST FROM THE CENTER OF A GUYED MAST,
 CE0620'AND
 CE0620'2.1 METERS (7.0 FT) WEST FROM THE EAST EDGE OF CLIFF.
 CE0620'
 CE0620'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1165 ***********************************************************************
 CA1165  DESIGNATION -  BEAD
 CA1165  PID         -  CA1165
 CA1165  STATE/COUNTY-  TX/COLEMAN
 CA1165  USGS QUAD   -  BEAD MOUNTAIN (1987)
 CA1165
 CA1165                         *CURRENT SURVEY CONTROL
 CA1165  ___________________________________________________________________
 CA1165* NAD 83(1993)-  31 44 40.78236(N)    099 35 10.58684(W)     ADJUSTED  
 CA1165* NAVD 88     -       627.4    (meters)    2058.     (feet)  VERTCON   
 CA1165  ___________________________________________________________________
 CA1165  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CA1165  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CA1165
 CA1165  HORZ ORDER  -  SECOND
 CA1165
 CA1165.The horizontal coordinates were established by classical geodetic methods
 CA1165.and adjusted by the National Geodetic Survey in February 1996..
 CA1165
 CA1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1165
 CA1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1165
 CA1165.The geoid height was determined by GEOID03.
 CA1165
 CA1165;                    North         East     Units Scale Factor Converg.
 CA1165;SPC TX C     - 3,230,601.856   770,783.940   MT  0.99996569   +0 23 05.2
 CA1165;SPC TX C     -10,599,066.26  2,528,813.64   sFT  0.99996569   +0 23 05.2
 CA1165;UTM  14      - 3,512,283.426   444,469.926   MT  0.99963803   -0 18 30.5
 CA1165
 CA1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1165!SPC TX C     -   0.99990548  x   0.99996569  =   0.99987117
 CA1165!UTM  14      -   0.99990548  x   0.99963803  =   0.99954354
 CA1165
 CA1165|---------------------------------------------------------------------|
 CA1165| PID    Reference Object                     Distance      Geod. Az  |
 CA1165|                                                           dddmmss.s |
 CA1165| CV3748 BEAD RM 2                            17.866 METERS 25433     |
 CA1165| CA1170 TALPA ATL PLINE CO MICROWAVE        APPROX. 5.3 KM 2630324.8 |
 CA1165| CA1156 HOME                                APPROX. 3.0 KM 3141924.4 |
 CA1165| CV3747 BEAD RM 1                            14.360 METERS 35051     |
 CA1165|---------------------------------------------------------------------|
 CA1165
 CA1165                          SUPERSEDED SURVEY CONTROL
 CA1165
 CA1165  NAD 83(1986)-  31 44 40.79001(N)    099 35 10.57274(W) AD(       ) 2
 CA1165  NAD 27      -  31 44 40.25982(N)    099 35 09.32048(W) AD(       ) 2
 CA1165  NGVD 29 (07/19/86)  627.3    (m)         2058.     (f) VERT ANG       
 CA1165
 CA1165.Superseded values are not recommended for survey control.
 CA1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1165.See file dsdata.txt to determine how the superseded data were derived.
 CA1165
 CA1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA4447012283(NAD 83)
 CA1165_MARKER: DD = SURVEY DISK
 CA1165_SETTING: 80 = SET IN A BOULDER
 CA1165_SP_SET: IN BEDROCK
 CA1165
 CA1165  HISTORY     - Date     Condition        Report By
 CA1165  HISTORY     - 1967     MONUMENTED       USGS
 CA1165
 CA1165                          STATION DESCRIPTION
 CA1165
 CA1165'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IJB)
 CA1165'STATION IS LOCATED ABOUT 15.7 MILES WEST OF SANTA ANNA AND ABOUT
 CA1165'0.6 MILE SOUTH AND 2.3 MILES WEST OF VALERA VILLAGE.  ON THE
 CA1165'NORTHEAST END OF A PROMINENT KNOLL KNOWN AS BEAD MOUNTAIN.
 CA1165'
 CA1165'TO REACH THE STATION FROM THE VALERA POST OFFICE, PROCEED
 CA1165'SOUTH 0.2 MILE (3 BLOCKS), TURN RIGHT (WEST) AND FOLLOW GRADED
 CA1165'ROAD FOR 0.85 MILE ALONG NORTH SIDE OF RAILROAD TO RAILROAD
 CA1165'CROSSING.  TURN RIGHT AND CONTINUE WEST ALONG SOUTH SIDE OF
 CA1165'RAILROAD FOR 1.8 MILES TO CATTLEGUARD AND A ROAD FORK.  (NOTE--
 CA1165'CROSS CATTLEGUARDS AT 0.35 MILE AND 1.0 MILE FROM RAILROAD
 CA1165'CROSSING ABOVE).  TAKE LEFT FORK PAST A WINDMILL, AND FOLLOW
 CA1165'TRACK ROAD FOR 0.4 MILE TO THE SOUTHEAST SIDE OF THE KNOLL.
 CA1165'HERE A 4-WHEEL DRIVE VEHICLE CAN BE DRIVEN TO THE STATION
 CA1165'SITE BY GOING UP THE SOUTHEAST SLOPE (ABOUT 0.15 MILE) TO
 CA1165'THE TOP.
 CA1165'
 CA1165'STATION MARK--A USGS ALUMINUM TABLET CEMENTED IN BEDROCK.
 CA1165'THE TABLET IS STAMPED BEAD ET 1961 AND 1967.
 CA1165'
 CA1165'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1165'CEMENTED IN BEDROCK.  THE TABLET IS STAMPED BEAD ET 1967 NO. 1.
 CA1165'
 CA1165'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1165'CEMENTED IN BEDROCK.  THE TABLET IS STAMPED BEAD ET 1967 NO. 2.
 CA1165'
 CA1165'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 79.22 FEET (24.144
 CA1165'METERS).
 CA1165'
 CA1165'STATION HOME ET 1.9 MILES NORTHWEST, IS VISIBLE FROM THE
 CA1165'GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5775 ***********************************************************************
 AW5775  DESIGNATION -  BEAK
 AW5775  PID         -  AW5775
 AW5775  STATE/COUNTY-  TX/GALVESTON
 AW5775  USGS QUAD   -  THE JETTIES (1994)
 AW5775
 AW5775                         *CURRENT SURVEY CONTROL
 AW5775  ___________________________________________________________________
 AW5775* NAD 83(1993)-  29 21 09.79049(N)    094 42 33.82143(W)     ADJUSTED  
 AW5775* NAVD 88     -                                                        
 AW5775  ___________________________________________________________________
 AW5775  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AW5775  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5775
 AW5775  HORZ ORDER  -  THIRD
 AW5775
 AW5775.The horizontal coordinates were established by classical geodetic methods
 AW5775.and adjusted by the National Geodetic Survey in February 1996..
 AW5775
 AW5775
 AW5775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5775
 AW5775.The geoid height was determined by GEOID03.
 AW5775
 AW5775;                    North         East     Units Scale Factor Converg.
 AW5775;SPC TXSC     - 4,176,028.946 1,016,494.261   MT  0.99986329   +2 06 07.3
 AW5775;SPC TXSC     -13,700,854.97  3,334,948.25   sFT  0.99986329   +2 06 07.3
 AW5775;UTM  15      - 3,248,278.567   334,060.558   MT  0.99993978   -0 50 17.2
 AW5775
 AW5775                          SUPERSEDED SURVEY CONTROL
 AW5775
 AW5775  NAD 83(1986)-  29 21 09.80595(N)    094 42 33.80206(W) AD(       ) 4
 AW5775  NAD 27      -  29 21 08.95672(N)    094 42 33.10792(W) AD(       ) 3
 AW5775
 AW5775.Superseded values are not recommended for survey control.
 AW5775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5775.See file dsdata.txt to determine how the superseded data were derived.
 AW5775
 AW5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3406148279(NAD 83)
 AW5775_MARKER: Z = SEE DESCRIPTION
 AW5775_SETTING: 0 = UNSPECIFIED SETTING
 AW5775
 AW5775  HISTORY     - Date     Condition        Report By
 AW5775  HISTORY     - UNK      MONUMENTED
 AW5775  HISTORY     - 1933     GOOD             CGS
 AW5775  HISTORY     - 1939     GOOD             CGS
 AW5775  HISTORY     - 1947     GOOD             CGS
 AW5775  HISTORY     - 1960     GOOD             CGS
 AW5775  HISTORY     - 1961     MARK NOT FOUND   CGS
 AW5775
 AW5775                          STATION DESCRIPTION
 AW5775
 AW5775'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5775'LOCATED ON THE GALVESTON NORTH JETTY, ABOUT 2.75 MILES E FROM THE
 AW5775'BOLIVAR POINT SHORELINE, AND 73 METERS E ALONG THE JETTY FROM THE
 AW5775'CENTER OF THE NEW FISH HOUSE.
 AW5775'
 AW5775'STATION IS MARKED WITH A 6-INCH IRON PIPE SET IN CONCRETE IN THE
 AW5775'CENTER OF THE JETTY.  A STANDARD U.S.E. POLE SIGNAL WAS STANDING
 AW5775'OVER THE STATION IN 1934.
 AW5775'
 AW5775'FROM THIS STATION THE TRUE AZIMUTH TO THE SOUTH JETTY LIGHTHOUSE
 AW5775'IS 329.5 DEG AND THE TRUE AZIMUTH TO THE BUCCANEER HOTEL IS 48 DEG.
 AW5775
 AW5775                          STATION RECOVERY (1939)
 AW5775
 AW5775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW5775'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5775
 AW5775                          STATION RECOVERY (1947)
 AW5775
 AW5775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5775'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE
 AW5775'FOLLOWING EXCEPTIONS--
 AW5775'
 AW5775'THE FISH HOUSE NO LONGER EXISTS.
 AW5775'
 AW5775'NO SIGNAL IS IN PLACE OVER THE STATION.
 AW5775
 AW5775                          STATION RECOVERY (1960)
 AW5775
 AW5775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5775'STATION RECOVERED IN FAIR CONDITION.  THE PIPE IS RUSTED BADLY BUT
 AW5775'IS STILL FIRMLY IN PLACE.  THE SIGNAL POLE HAS BEEN REMOVED.
 AW5775'
 AW5775'THE 1933 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 AW5775
 AW5775                          STATION RECOVERY (1961)
 AW5775
 AW5775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW5775'STATION NOT RECOVERED.
 AW5775'
 AW5775'STATION, A PIPE, PLOTS AT THE SITE OF GALVESTON ENTRANCE NORTH SIDE
 AW5775'DREDGING RANGE FRONT DAYBEACON 1960, LOCATED BY PHOTOGRAMMETRIC
 AW5775'METHODS, SHOWN ON T-10789 AND CHART 886 AS TOWER.
 AW5775'
 AW5775'NO EVIDENCE OF A PIPE COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0989 ***********************************************************************
 CU0989  DESIGNATION -  BEAL
 CU0989  PID         -  CU0989
 CU0989  STATE/COUNTY-  TX/MITCHELL
 CU0989  USGS QUAD   -  SPADE RANCH (1976)
 CU0989
 CU0989                         *CURRENT SURVEY CONTROL
 CU0989  ___________________________________________________________________
 CU0989* NAD 83(1993)-  32 13 28.64940(N)    100 59 54.97049(W)     ADJUSTED  
 CU0989* NAVD 88     -       684.3    (meters)    2245.     (feet)  VERTCON   
 CU0989  ___________________________________________________________________
 CU0989  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CU0989  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CU0989
 CU0989  HORZ ORDER  -  THIRD
 CU0989
 CU0989.The horizontal coordinates were established by classical geodetic methods
 CU0989.and adjusted by the National Geodetic Survey in February 1996..
 CU0989
 CU0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0989
 CU0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0989
 CU0989.The geoid height was determined by GEOID03.
 CU0989
 CU0989;                    North         East     Units Scale Factor Converg.
 CU0989;SPC TXNC     - 2,064,674.104   364,504.441   MT  0.99997597   -1 21 45.8
 CU0989;SPC TXNC     - 6,773,851.62  1,195,878.32   sFT  0.99997597   -1 21 45.8
 CU0989;SPC TX C     - 3,283,774.844   637,283.833   MT  1.00010954   -0 20 33.6
 CU0989;SPC TX C     -10,773,517.97  2,090,822.04   sFT  1.00010954   -0 20 33.6
 CU0989;UTM  14      - 3,567,086.097   311,666.356   MT  1.00003743   -1 03 57.8
 CU0989
 CU0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0989!SPC TXNC     -   0.99989663  x   0.99997597  =   0.99987260
 CU0989!SPC TX C     -   0.99989663  x   1.00010954  =   1.00000616
 CU0989!UTM  14      -   0.99989663  x   1.00003743  =   0.99993406
 CU0989
 CU0989:                Primary Azimuth Mark                     Grid Az
 CU0989:SPC TXNC     -  SPADE WATER TANK SEC                     167 31 54.9
 CU0989:SPC TX C     -  SPADE WATER TANK SEC                     166 30 42.7
 CU0989:UTM  14      -  SPADE WATER TANK SEC                     167 14 06.9
 CU0989
 CU0989|---------------------------------------------------------------------|
 CU0989| PID    Reference Object                     Distance      Geod. Az  |
 CU0989|                                                           dddmmss.s |
 CU0989| CU0988 SPADE WATER TANK SEC                APPROX.10.9 KM 1661009.1 |
 CU0989| CU1080 BYNUM                               APPROX.10.7 KM 3590400.6 |
 CU0989|---------------------------------------------------------------------|
 CU0989
 CU0989                          SUPERSEDED SURVEY CONTROL
 CU0989
 CU0989  NAD 83(1986)-  32 13 28.65431(N)    100 59 54.96181(W) AD(       ) 3
 CU0989  NAD 27      -  32 13 28.21150(N)    100 59 53.54770(W) AD(       ) 3
 CU0989  NGVD 29 (07/19/86)  684.1    (m)         2244.     (f) VERT ANG       
 CU0989
 CU0989.Superseded values are not recommended for survey control.
 CU0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0989.See file dsdata.txt to determine how the superseded data were derived.
 CU0989
 CU0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA1166667086(NAD 83)
 CU0989_MARKER: DD = SURVEY DISK
 CU0989_SETTING: 66 = SET IN ROCK OUTCROP
 CU0989_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CU0989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0989+STABILITY: POSITION/ELEVATION WELL
 CU0989
 CU0989  HISTORY     - Date     Condition        Report By
 CU0989  HISTORY     - 1957     MONUMENTED       USGS
 CU0989  HISTORY     - 1962     GOOD             USGS
 CU0989
 CU0989                          STATION DESCRIPTION
 CU0989
 CU0989'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CU0989'STATION LOCATED APPROXIMATELY 10 MI. S. AND 0.5 MI. E. OF WESTBROOK,
 CU0989'ABOUT 1.5 MI. N. OF BEALS BRANCH NEAR E. POINT OF SCRUB COVERED MESA.
 CU0989'
 CU0989'TO REACH FROM WESTBROOK, GO S. ON FARM TO MARKET ROAD 670 9.0 MI. TO
 CU0989'INTERSECTION WITH STATE HIGHWAY 163, CONTINUE SW. ON HIGHWAY 163 1 MI.
 CU0989'TO TOP OF HILL, END OF TRUCK TRAVEL.  PACK W. UP STEEP SLOPE ABOUT 400
 CU0989'FT. TO STATION NEAR E. POINT OF MESA.
 CU0989'
 CU0989'RECOVERED.
 CU0989'
 CU0989'STATION MARK--STANDARD TABLET SET IN A DRILL HOLE IN BEDROCK, STAMPED
 CU0989'---BEAL 1957 - VABM 2242---.
 CU0989'
 CU0989'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN CEDAR TREE, 33.46 FT.
 CU0989'FROM STATION, S 78 DEG 01 MIN E.
 CU0989'
 CU0989'REFERENCE MARK NO. 2--CHISELED CROSS IN BEDROCK, 12.25 FT. FROM
 CU0989'STATION MARK, S 01 DEG 47 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0770 ***********************************************************************
 DQ0770  DESIGNATION -  BEALL
 DQ0770  PID         -  DQ0770
 DQ0770  STATE/COUNTY-  TX/YOAKUM
 DQ0770  USGS QUAD   -  BRONCO (1981)
 DQ0770
 DQ0770                         *CURRENT SURVEY CONTROL
 DQ0770  ___________________________________________________________________
 DQ0770* NAD 83(1993)-  33 22 07.93099(N)    103 00 59.79077(W)     ADJUSTED  
 DQ0770* NAVD 88     -      1187.6    (meters)    3896.     (feet)  VERTCON   
 DQ0770  ___________________________________________________________________
 DQ0770  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 DQ0770  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DQ0770
 DQ0770  HORZ ORDER  -  FIRST
 DQ0770
 DQ0770.The horizontal coordinates were established by classical geodetic methods
 DQ0770.and adjusted by the National Geodetic Survey in February 1996..
 DQ0770
 DQ0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0770
 DQ0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0770
 DQ0770.The geoid height was determined by GEOID03.
 DQ0770
 DQ0770;                    North         East     Units Scale Factor Converg.
 DQ0770;SPC TXNC     - 2,197,791.578   179,850.130   MT  0.99988790   -2 27 48.0
 DQ0770;SPC TXNC     - 7,210,587.87    590,058.30   sFT  0.99988790   -2 27 48.0
 DQ0770;SPC NM E     -   263,434.841   287,530.730   MT  1.00009414   +0 43 27.6
 DQ0770;SPC NM E     -   864,285.81    943,340.40   sFT  1.00009414   +0 43 27.6
 DQ0770;UTM  13      - 3,693,938.155   684,520.018   MT  1.00001979   +1 05 28.4
 DQ0770
 DQ0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0770!SPC TXNC     -   0.99981708  x   0.99988790  =   0.99970501
 DQ0770!SPC NM E     -   0.99981708  x   1.00009414  =   0.99991121
 DQ0770!UTM  13      -   0.99981708  x   1.00001979  =   0.99983687
 DQ0770
 DQ0770|---------------------------------------------------------------------|
 DQ0770| PID    Reference Object                     Distance      Geod. Az  |
 DQ0770|                                                           dddmmss.s |
 DQ0770| CJ6596 BEALL RM 1                           29.858 METERS 11538     |
 DQ0770| CJ6595 BEALL AZ MK                                        1840225.1 |
 DQ0770| CJ6597 BEALL RM 2                           31.196 METERS 23426     |
 DQ0770|---------------------------------------------------------------------|
 DQ0770
 DQ0770                          SUPERSEDED SURVEY CONTROL
 DQ0770
 DQ0770  NAD 83(1993)-  33 22 07.93221(N)    103 00 59.79022(W) AD(       ) 1
 DQ0770  NAD 83(1986)-  33 22 07.93526(N)    103 00 59.78794(W) AD(       ) 1
 DQ0770  NAD 27      -  33 22 07.56300(N)    103 00 57.99400(W) AD(       ) 1
 DQ0770  NGVD 29 (07/19/86) 1187.2    (m)         3895.     (f) VERT ANG       
 DQ0770
 DQ0770.Superseded values are not recommended for survey control.
 DQ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0770.See file dsdata.txt to determine how the superseded data were derived.
 DQ0770
 DQ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS8452093938(NAD 83)
 DQ0770_MARKER: DS = TRIANGULATION STATION DISK
 DQ0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0770
 DQ0770  HISTORY     - Date     Condition        Report By
 DQ0770  HISTORY     - 1934     MONUMENTED       CGS
 DQ0770  HISTORY     - 1938     GOOD             CGS
 DQ0770  HISTORY     - 1971     GOOD             USGS
 DQ0770
 DQ0770                          STATION DESCRIPTION
 DQ0770
 DQ0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0770'THE STATION IS LOCATED ON THE TOP OF THE HIGHEST PART OF A SAND
 DQ0770'HILL, 9 MILES AIR LINE NORTH-NORTHEAST OF BRONCO POST OFFICE,
 DQ0770'2.5 MILES EAST OF THE TEXAS-NEW MEXICO STATE LINE, 2 MILES NORTH
 DQ0770'OF A RANCH KNOWN AS THE OLD BEALL PLACE.  TO REACH FROM BRONCO
 DQ0770'POST OFFICE, DRIVE NORTH ON THE STATE-LINE ROAD FOR 6.5 MILES
 DQ0770'TO AN INTERSECTION OF A WELL-WORN TRACK ROAD LEADING EASTERLY,
 DQ0770'FOLLOW THE TRACK ROAD LEADING EASTERLY 0.5 MILE TO FORKS, TAKE
 DQ0770'LEFT FORK, FOLLOW TRAIL EASTERLY 1.7 MILES TO RANCH BUILDINGS
 DQ0770'KNOWN AS THE OLD BEALL PLACE, TURN NORTH AT THE WIRE GATE OF
 DQ0770'THE RANCH, FOLLOW THE TRAIL 2.0 MILES TO TOP OF HIGHEST
 DQ0770'GROUND ON SAND HILL AND THE STATION.  THE SURFACE,
 DQ0770'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET
 DQ0770'IN CONCRETE.  REFERENCE
 DQ0770'MARK NO. 1 IS 97.96 FEET FROM THE STATION S 64 DEG 22 MIN E,
 DQ0770'AND NO. 2 IS 102.35 FEET FROM THE STATION S 54 DEG 26 MIN W.
 DQ0770'THE AZIMUTH MARK IS 0.1 MILE NORTHWEST OF A
 DQ0770'WINDMILL, 0.2 MILE SOUTHEAST OF RANCH BUILDINGS, ON THE TOP OF
 DQ0770'A SMALL KNOLL AND 1.8 MILES FROM THE STATION S 04 DEG 02 MIN W.
 DQ0770
 DQ0770                          STATION RECOVERY (1971)
 DQ0770
 DQ0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JTD)
 DQ0770'ALL MARKS FOUND IN GOOD CONDITION.  NEW TO REACH DESCRIPTION AS
 DQ0770'FOLLOWS. - TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 380
 DQ0770'AND FARM ROAD 769 IN BRONCO, TEXAS, GO NORTH N FARM ROAD 769 FOR
 DQ0770'6.4 MILES.  TURN RIGHT OFF HWY. AND GO EAST FOR 2.2 MILES TO
 DQ0770'CROSS ROADS NORTH OF RANCH HOUSE.  TAKE TRACK ROAD NORTH.  THERE
 DQ0770'ARE SEVERAL FORKS BUT KEEP ON MAIN ROAD GOING NORTH FOR 1.0 MILE
 DQ0770'TO GATE.  PASS THROUGH GATE AND CONTINUE ON NORTH FOR 0.6 MILE.
 DQ0770'AT THIS POINT LEAVE ROAD AND WITH A 4WD VEHICLE DRIVE NW FOR
 DQ0770'0.15 MILE TO TOP OF SAND HILL AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0961 ***********************************************************************
 CD0961  DESIGNATION -  BEAN
 CD0961  PID         -  CD0961
 CD0961  STATE/COUNTY-  TX/CULBERSON
 CD0961  USGS QUAD   -  WATSON RANCH (1964)
 CD0961
 CD0961                         *CURRENT SURVEY CONTROL
 CD0961  ___________________________________________________________________
 CD0961* NAD 83(1993)-  31 14 15.71583(N)    104 40 35.50539(W)     ADJUSTED  
 CD0961* NAVD 88     -      1126.4    (meters)    3696.     (feet)  VERTCON   
 CD0961  ___________________________________________________________________
 CD0961  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 CD0961  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0961
 CD0961  HORZ ORDER  -  SECOND
 CD0961
 CD0961.The horizontal coordinates were established by classical geodetic methods
 CD0961.and adjusted by the National Geodetic Survey in February 1996..
 CD0961
 CD0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0961
 CD0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0961
 CD0961.The geoid height was determined by GEOID03.
 CD0961
 CD0961;                    North         East     Units Scale Factor Converg.
 CD0961;SPC TX C     - 3,182,232.919   286,389.250   MT  0.99989021   -2 14 13.2
 CD0961;SPC TX C     -10,440,375.84    939,595.40   sFT  0.99989021   -2 14 13.2
 CD0961;UTM  13      - 3,455,990.515   530,803.689   MT  0.99961170   +0 10 03.9
 CD0961
 CD0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0961!SPC TX C     -   0.99982673  x   0.99989021  =   0.99971695
 CD0961!UTM  13      -   0.99982673  x   0.99961170  =   0.99943849
 CD0961
 CD0961|---------------------------------------------------------------------|
 CD0961| PID    Reference Object                     Distance      Geod. Az  |
 CD0961|                                                           dddmmss.s |
 CD0961| CH7933 BEAN RM 1                            14.607 METERS 07256     |
 CD0961| CH7934 BEAN RM 2                            10.418 METERS 16058     |
 CD0961| CH7932 BEAN AZ MK                                         1920426.3 |
 CD0961|---------------------------------------------------------------------|
 CD0961
 CD0961                          SUPERSEDED SURVEY CONTROL
 CD0961
 CD0961  NAD 83(1986)-  31 14 15.71721(N)    104 40 35.50300(W) AD(       ) 2
 CD0961  NAD 27      -  31 14 15.25100(N)    104 40 33.73200(W) AD(       ) 2
 CD0961  NGVD 29 (07/19/86) 1126.0    (m)         3694.     (f) VERT ANG       
 CD0961
 CD0961.Superseded values are not recommended for survey control.
 CD0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0961.See file dsdata.txt to determine how the superseded data were derived.
 CD0961
 CD0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ3080455991(NAD 83)
 CD0961_MARKER: DS = TRIANGULATION STATION DISK
 CD0961_SETTING: 0 = UNSPECIFIED SETTING
 CD0961
 CD0961  HISTORY     - Date     Condition        Report By
 CD0961  HISTORY     - 1943     MONUMENTED       CGS
 CD0961
 CD0961                          STATION DESCRIPTION
 CD0961
 CD0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0961'THE STATION IS LOCATED ABOUT 16 MILES (AIRLINE) NE OF VAN
 CD0961'HORN, ON THE MOST PROMINENT ONE OF A LOW RANGE OF SAND DUNES.
 CD0961'
 CD0961'THE STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CD0961'CEMENT POST, FLUSH WITH THE GROUND.  IT IS STAMPED BEAN 1943.
 CD0961'
 CD0961'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CD0961'OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS STAMPED
 CD0961'BEAN NO 1 1943.
 CD0961'
 CD0961'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CD0961'OF A CONCRETE POST, FLUSH WITH THE GROUND.  IT IS STAMPED
 CD0961'BEAN NO 2 19439
 CD0961'
 CD0961'THE AZIMUTH MARK IS ABOUT 1.5 MILES SSW OF THE STATION,
 CD0961'ABOUT 0.05 MILE N OF GATE AND OLD CATTLE GUARD (MENTIONED
 CD0961'IN STATION DESCRIPTION BELOW), ABOUT 95 FEET E OF FENCELINE,
 CD0961'AND ABOUT 10 FEET E OF 2- BY 4-INCH POST.  THE MARK IS A BRONZE
 CD0961'AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST, WHICH IS FLUSHW
 CD0961'WITH THE GROUND.  IT IS STAMPED BEAN 1943.
 CD0961'
 CD0961'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE
 CD0961'HIGHWAY 54 IN VAN HORN, GO E ON HIGHWAY 80 FOR 7.7 MILES TO
 CD0961'DIRT ROAD LEFT, CROSSING RAILROAD AT WILD HORSE STATION.
 CD0961'TURN LEFT ON THIS ROAD AND FOLLOW MAIN-TRAVELED ROAD FOR 2.4
 CD0961'MILES.  TURN LEFT AND FOLLOW TRACK ROAD N 2.4 MILES TO WINDMILL
 CD0961'AND GRADED ROAD.  CONTINUE N ON GRADED ROAD 4.7 MILES TO
 CD0961'RANCH BUILDINGS AND END OF GRADED ROAD.  TAKE TRACK ROAD NE
 CD0961'FOR 0.7 MILE TO GATE.  PASS THROUGH GATE AND CONTINUE 2
 CD0961'MILES ON MAIN-TRAVELED TRACK ROAD TO ANOTHER GATE NEAR AN
 CD0961'OLD CATTLE GUARD.  PASS THROUGH GATE AND TURN LEFT ALONG
 CD0961'E SIDE OF FENCE 0.2 MILE.  THENCE RIGHT AND FOLLOW MAIN
 CD0961'TRACK ROAD 1.4 MILES.  FROM THIS POINT THE STATION IS ON
 CD0961'THE HIGHEST POINT OF MOST PROMINENT SAND DUNE ABOUT 0.2
 CD0961'MILE E, ACROSS COUNTRY.
 CD0961'
 CD0961'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 CD0961'
 CD0961'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1784 ***********************************************************************
 AY1784  DESIGNATION -  BEAR
 AY1784  PID         -  AY1784
 AY1784  STATE/COUNTY-  TX/COMAL
 AY1784  USGS QUAD   -  SATTLER (1994)
 AY1784
 AY1784                         *CURRENT SURVEY CONTROL
 AY1784  ___________________________________________________________________
 AY1784* NAD 83(1993)-  29 47 07.79112(N)    098 12 52.82700(W)     ADJUSTED  
 AY1784* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 AY1784  ___________________________________________________________________
 AY1784  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AY1784  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AY1784
 AY1784  HORZ ORDER  -  FIRST
 AY1784
 AY1784.The horizontal coordinates were established by classical geodetic methods
 AY1784.and adjusted by the National Geodetic Survey in February 1996..
 AY1784
 AY1784.The orthometric height was scaled from a topographic map.
 AY1784
 AY1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1784
 AY1784.The geoid height was determined by GEOID03.
 AY1784
 AY1784;                    North         East     Units Scale Factor Converg.
 AY1784;SPC TXSC     - 4,216,608.329   675,926.980   MT  0.99989406   +0 23 05.1
 AY1784;SPC TXSC     -13,833,989.16  2,217,603.77   sFT  0.99989406   +0 23 05.1
 AY1784;UTM  14      - 3,295,275.554   575,906.433   MT  0.99967109   +0 23 24.5
 AY1784
 AY1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1784!SPC TXSC     -   0.99994648  x   0.99989406  =   0.99984055
 AY1784!UTM  14      -   0.99994648  x   0.99967109  =   0.99961759
 AY1784
 AY1784:                Primary Azimuth Mark                     Grid Az
 AY1784:SPC TXSC     -  SEGUIN OIL FACTORY WATER TOWER           133 19 52.8
 AY1784:UTM  14      -  SEGUIN OIL FACTORY WATER TOWER           133 19 33.4
 AY1784
 AY1784|---------------------------------------------------------------------|
 AY1784| PID    Reference Object                     Distance      Geod. Az  |
 AY1784|                                                           dddmmss.s |
 AY1784| AX2633 SEGUIN OIL FACTORY WATER TOWER      APPROX.32.5 KM 1334257.9 |
 AY1784| AY1798 NEW BRAUNFELS CATH CH SPIRE         APPROX.12.4 KM 1372028.0 |
 AY1784| AY1787 NEW BRAUNFELS STANDPIPE             APPROX.13.3 KM 1373641.1 |
 AY1784| CV3751 BEAR RM 2                            22.884 METERS 15943     |
 AY1784| CV3750 BEAR RM                              22.864 METERS 15944     |
 AY1784| CV3752 BEAR RM 3                            19.099 METERS 26051     |
 AY1784| CV3749 BEAR AZ MK                                         3093326.8 |
 AY1784|---------------------------------------------------------------------|
 AY1784
 AY1784                          SUPERSEDED SURVEY CONTROL
 AY1784
 AY1784  NAD 83(1986)-  29 47 07.79884(N)    098 12 52.80935(W) AD(       ) 1
 AY1784  NAD 27      -  29 47 07.00100(N)    098 12 51.77000(W) AD(       ) 1
 AY1784
 AY1784.Superseded values are not recommended for survey control.
 AY1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1784.See file dsdata.txt to determine how the superseded data were derived.
 AY1784
 AY1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7590695276(NAD 83)
 AY1784_MARKER: DS = TRIANGULATION STATION DISK
 AY1784_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AY1784
 AY1784  HISTORY     - Date     Condition        Report By
 AY1784  HISTORY     - 1903     MONUMENTED       CGS
 AY1784  HISTORY     - 1935     MARK NOT FOUND   CGS
 AY1784  HISTORY     - 1937     MARK NOT FOUND   TXHD
 AY1784  HISTORY     - 1956     GOOD             CGS
 AY1784  HISTORY     - 1963     GOOD             USGS
 AY1784  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY1784
 AY1784                          STATION DESCRIPTION
 AY1784
 AY1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (WHB)
 AY1784'STATION IS 10 MILES BY ROAD NW OF NEW BRAUNFELS, 1 MILE S OF
 AY1784'BEAR CREEK, AND 1/4 MILE E OF THE NEW BRAUNFELS, BEAR CREEK
 AY1784'AND NORTHWESTERN WAGON ROAD, ON A HILL COVERED WITH CEDAR, LIVE
 AY1784'OAK, AND PLENTY OF ROCK, IN A PASTURE BELONGING TO THE
 AY1784'BORCHER BROTHERS, ONE OF WHOM, CHARLES, LIVES ABOUT 3 MILES
 AY1784'SE ON THE ROAD TO NEW BRAUNFELS.  THE STATION IS ABOUT 1/4
 AY1784'MILE E OF THE ROAD FROM THE TOP OF THE RIDGE WHERE THE GATE
 AY1784'GIVES ENTRANCE TO THE PASTURE.  THE LOWEST PART OF A LARGE
 AY1784'BASIN ON THE SE SIDE OF THE HILL IS ALMOST DIRECTLY IN LINE
 AY1784'TO MISSION HILL.  ALMOST DUE E ON THE OPPOSITE SIDE OF A
 AY1784'LARGE DRAW ABOUT 1/2 MILE DISTANT IS A LARGE SPOT ON THE SIDE
 AY1784'OF THE HILL, NOTICEABLE BECAUSE OF ITS BEING ALMOST
 AY1784'DEVOID OF TREES.
 AY1784'
 AY1784'SURFACE MARK IS NAIL IN IRON PIPE SET IN CONCRETE.  UNDERGROUND
 AY1784'MARK IS NAIL SET IN CONCRETE IN SOLID ROCK.  REFERENCE MARK
 AY1784'IS A DRILL HOLE IN ROCK AND IS 22.864 METERS (75.01 FEET)
 AY1784'FROM THE STATION S 20 DEG 16 MIN E.  IT IS ON THE
 AY1784'HIGHEST POINT OF A LARGE STONE PROJECTING ABOUT 8 INCHES ABOVE
 AY1784'THE SURROUNDING ROCK, IS 1.8 FEET LOWER THAN THE STATION AND
 AY1784'IS WITNESSED BY THREE NAILS DRIVEN INTO A BLAZE 2 FEET
 AY1784'FROM THE GROUND ON ABOUT THE LARGEST CEDAR TREE AT THE S EDGE
 AY1784'OF THE BROW OF THE HILL.  THIS TREE IS 7.97 METERS (26.1
 AY1784'FEET) S 19 DEG W (TRUE) FROM THE REFERENCE MARK.
 AY1784'
 AY1784'DISTANCES AND BEARINGS TO VARIOUS POINTS ARE AS FOLLOWS--E
 AY1784'GABLE OF HOUSE OF CHARLES ARNOLD, 4 MILES, S 05 DEG 21 MIN E.
 AY1784'MISSION VALLEY CHURCH SPIRE, 5 MILES S 12 DEG 41 MIN E.
 AY1784'NE GABLE OF BARN OF ALBERT HARTWIG, 5-1/2 MILES, S 19 DEG 46 MIN E.
 AY1784'ELEVATION OF STATION, 364.5 METERS (1,196 FEET).
 AY1784
 AY1784                          STATION RECOVERY (1935)
 AY1784
 AY1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AY1784'STATION WAS NOT RECOVERED.  AN OLD TOWER IS STILL STANDING
 AY1784'ON THE DESCRIBED LOCATION OF THIS STATION BUT THE SURFACE
 AY1784'MARK HAS EVIDENTLY BEEN REMOVED.  THE REFERENCE MARK WAS
 AY1784'RECOVERED.  IT WAS FOUND AS DESCRIBED, AND IN EXCELLENT
 AY1784'CONDITION.  A TRANSIT, READING TO MINUTES, WAS SET UP OVER
 AY1784'THE REFERENCE MARK, AND THE DESCRIBED AZIMUTH OF 339 DEG 44 MIN
 AY1784'WAS TURNED OFF, USING AN ESTIMATED MAGNETIC DECLINATION OF
 AY1784'10 DEG E.  THE DESCRIBED DISTANCE OF 75 FEET WAS CHAINED AND
 AY1784'THE POINT MARKED.  THIS GAVE A POINT BENEATH THE OLD TOWER.
 AY1784'THE UNDERGROUND MARK WAS DUG FOR AND BEDROCK WAS ENCOUNTERED
 AY1784'AT A DEPTH OF ONE FOOT.  THIS BEDROCK WAS SEARCHED FOR THE
 AY1784'SPIKE MARKING THE UNDERGROUND MARK, BUT IT WAS NOT FOUND.
 AY1784'SIX HOURS WERE SPENT IN THE ENDEAVOR TO RECOVER THIS
 AY1784'MARK.  THE REFERENCE MARK IS A TRIANGLE CUT ON A ROCK
 AY1784'LOCATED ABOUT 75 FEET N OF THE OLD TOWER.  IT IS NOW
 AY1784'MARKED BY A SMALL PYRAMID OF ROCKS.  THE LAND THIS STATION IS
 AY1784'ON IS NOW A GAME PRESERVE IN CHARGE OF MR. EDGAR SCHUMANN
 AY1784'OF NEW BRAUNFELS.  TO REACH THIS STATION FROM NEW
 AY1784'BRAUNFELS, TAKE STATE HIGHWAY 46 W FOR 6.0 MILES TO POINT
 AY1784'WHERE THE BEAR CREEK ROAD TURNS OFF TO RIGHT FROM THE
 AY1784'HIGHWAY.  FOLLOW BEAR CREEK ROAD 3.9 MILES TO TOP OF HILL
 AY1784'AND POINT OPPOSITE STATION.  SIGNAL POLE OF OLD TOWER
 AY1784'IS VISIBLE FROM THE ROAD.
 AY1784
 AY1784                          STATION RECOVERY (1937)
 AY1784
 AY1784'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1784'STATION WAS NOT FOUND BUT REFERENCE MARK WAS LOCATED IN GOOD
 AY1784'CONDITION AND WAS A DRILL HOLE ENCLOSED BY A 3-INCH TRIANGLE.
 AY1784'POSITION OF STATION WAS FOUND TO BE UNDER AN OLD SIGNAL TOWER
 AY1784'AND WAS MARKED BY AN EXCAVATED HOLE.
 AY1784'
 AY1784'TO REACH STATION FROM INTERSECTION OF STATE HIGHWAYS 2 AND
 AY1784'46 IN NEW BRAUNFELS, GO NW ON STATE HIGHWAY 46 TOWARD JOHNSON
 AY1784'CITY 6.15 MILES TO A ROAD LEADING N.  THENCE N ON THIS ROAD
 AY1784'(BEAR CREEK ROAD) 3.85 MILES TO A LOCKED GATE ON RIGHT.  THENCE
 AY1784'S 64 DEG E 1989 FEET TO STATION.
 AY1784
 AY1784                          STATION RECOVERY (1956)
 AY1784
 AY1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1784'THE STATION SUB-SURFACE MARK, CONSISTING OF A NAIL SET IN
 AY1784'CONCRETE IN SOLID ROCK, AND THE REFERENCE MARK CONSISTING OF A
 AY1784'DRILL HOLE IN ROCK OUTCROP WERE RECOVERED AND FOUND IN GOOD
 AY1784'CONDITION.  THE ORIGINAL SURFACE MARK WAS NOT FOUND AND A NEW
 AY1784'STATION DISK WAS SET PRECISELY OVER THE SUB-STATION MARK.
 AY1784'A REFERENCE MARK DISK WAS SET IN THE ASSUMED ORIGINAL DRILL
 AY1784'HOLE.  AN ADDITIONAL REFERENCE MARK AND AN AZIMUTH MARK WERE
 AY1784'ESTABLISHED.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 AY1784'
 AY1784'THE STATION IS ABOUT 8 MILES NORTHWEST OF NEW BRAUNFELS, 1
 AY1784'MILE SOUTH OF BEAR CREEK, ON THE HIGHEST POINT OF A HILL,
 AY1784'COVERED WITH CEDAR AND SCRUB OAK TREES AND ON LAND OWNED
 AY1784'BY ALFRED LIEBSCHER.  PARTIES VISITING THE STATION MUST
 AY1784'OBTAIN A KEY FROM MR. LIEBSCHER, WHO LIVES IN NEW BRAUNFELS
 AY1784'AND MANAGES THE DITTLINGER MILLS.
 AY1784'
 AY1784'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 AY1784'AND STATE HIGHWAY 46 IN NEW BRAUNFELS, GO NORTHWEST ON STATE
 AY1784'HIGHWAY 46 FOR 5.65 MILES TO A PAVED ROAD ON THE RIGHT AT A
 AY1784'SIGN BEAR CREEK, TURN RIGHT AND GO NORTH AND NORTHEAST ON THE
 AY1784'PAVED ROAD FOR 3.95 MILES TO A LOCKED GATE ON THE RIGHT, AND
 AY1784'THE AZIMUTH MARK.  PASS THROUGH THE GATE, BEAR RIGHT AND
 AY1784'FOLLOW A DIM TRACK ROAD, SOUTHEASTERLY FOR 0.3 MILE TO THE
 AY1784'HIGHEST POINT AND THE STATION.
 AY1784'
 AY1784'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1784'STAMPED BEAR 1903 1956.
 AY1784'
 AY1784'REFERENCE MARK 2 IS SET IN THE OLD DRILL HOLE.  THE MARK
 AY1784'PROJECTS 8 INCHES, AND THE DISK IS STAMPED BEAR NO 2 1903-1956.
 AY1784'
 AY1784'REFERENCE MARK 3 IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1784'STAMPED BEAR NO 3 1903 1956.
 AY1784'
 AY1784'THE AZIMUTH MARK IS 134 FEET EAST OF THE GATE, 19 FEET
 AY1784'NORTH OF THE CENTER OF A TRACK ROAD AND 3 FEET NORTHEAST OF
 AY1784'A CAIRN.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 AY1784'BEAR 1956.
 AY1784'
 AY1784'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AY1784
 AY1784                          STATION RECOVERY (1963)
 AY1784
 AY1784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AY1784'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29098-1, STATION 1001.
 AY1784'RECOVERED BY USGS IN 1963.
 AY1784'STATION MARK--STANDARD USC AND GS DISK SET IN IRREGULAR MASS OF
 AY1784'CONCRETE FLUSH WITH GROUND, STAMPED---BEAR 1903, 1956---.
 AY1784
 AY1784                          STATION RECOVERY (1993)
 AY1784
 AY1784'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1103 ***********************************************************************
 CA1103  DESIGNATION -  BEAR
 CA1103  PID         -  CA1103
 CA1103  STATE/COUNTY-  TX/MCCULLOCH
 CA1103  USGS QUAD   -  BRADY SW (1987)
 CA1103
 CA1103                         *CURRENT SURVEY CONTROL
 CA1103  ___________________________________________________________________
 CA1103* NAD 83(1993)-  31 05 21.89779(N)    099 29 45.53260(W)     ADJUSTED  
 CA1103* NAVD 88     -       612.8    (meters)    2010.     (feet)  VERTCON   
 CA1103  ___________________________________________________________________
 CA1103  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CA1103  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CA1103
 CA1103  HORZ ORDER  -  SECOND
 CA1103
 CA1103.The horizontal coordinates were established by classical geodetic methods
 CA1103.and adjusted by the National Geodetic Survey in February 1996..
 CA1103
 CA1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1103
 CA1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1103
 CA1103.The geoid height was determined by GEOID03.
 CA1103
 CA1103;                    North         East     Units Scale Factor Converg.
 CA1103;SPC TX C     - 3,158,019.671   779,885.865   MT  0.99988292   +0 25 52.6
 CA1103;SPC TX C     -10,360,936.20  2,558,675.54   sFT  0.99988292   +0 25 52.6
 CA1103;UTM  14      - 3,439,617.276   452,694.582   MT  0.99962760   -0 15 22.0
 CA1103
 CA1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1103!SPC TX C     -   0.99990742  x   0.99988292  =   0.99979035
 CA1103!UTM  14      -   0.99990742  x   0.99962760  =   0.99953506
 CA1103
 CA1103|---------------------------------------------------------------------|
 CA1103| PID    Reference Object                     Distance      Geod. Az  |
 CA1103|                                                           dddmmss.s |
 CA1103| CV3753 BEAR RM 1                            25.962 METERS 00954     |
 CA1103| CV3754 BEAR RM 2                            27.023 METERS 11405     |
 CA1103| CA1104 KOTH                                APPROX. 4.0 KM 3544702.4 |
 CA1103|---------------------------------------------------------------------|
 CA1103
 CA1103                          SUPERSEDED SURVEY CONTROL
 CA1103
 CA1103  NAD 83(1986)-  31 05 21.90580(N)    099 29 45.51834(W) AD(       ) 2
 CA1103  NAD 27      -  31 05 21.29341(N)    099 29 44.29302(W) AD(       ) 2
 CA1103  NGVD 29 (07/19/86)  612.7    (m)         2010.     (f) VERT ANG       
 CA1103
 CA1103.Superseded values are not recommended for survey control.
 CA1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1103.See file dsdata.txt to determine how the superseded data were derived.
 CA1103
 CA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5269539617(NAD 83)
 CA1103_MARKER: DD = SURVEY DISK
 CA1103_SETTING: 66 = SET IN ROCK OUTCROP
 CA1103_SP_SET: PARTIALLY EXPOSED BEDROCK
 CA1103
 CA1103  HISTORY     - Date     Condition        Report By
 CA1103  HISTORY     - 1971     MONUMENTED       USGS
 CA1103
 CA1103                          STATION DESCRIPTION
 CA1103
 CA1103'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1103'THE STATION IS LOCATED SOUTH 34 DEG EAST, 9 MILES AIRLINE
 CA1103'FROM MELVIN, TEXAS, ON A BRUSHY RIDGE.  ABOUT 725 FEET EAST OF A
 CA1103'NORTH-SOUTH FENCE ON LAND OWNED BY W.J. WHITE WHO LIVES
 CA1103'0.9 MILE NORTH OF STATION.
 CA1103'
 CA1103'TO REACH FROM MELVIN, TEXAS, GO 5.2 MILES SOUTH.  THENCE 4.0
 CA1103'MILES EAST ON FARM TO MARKET ROAD NO. 2028 TO GRAVEL ROAD NORTH,
 CA1103'AND PRIVATE DRIVE, GO 1.0 MILE SOUTH.  THENCE 0.6 MILE EAST ON
 CA1103'PRIVATE DRIVE TO GATE IN NORTH-SOUTH FENCE, GO 0.6 MILE SOUTH
 CA1103'ON EAST SIDE OF FENCE TO GATE IN EAST-WEST FENCE, CONTINUE
 CA1103'2.0 MILES SOUTH AND EAST ON TRACK ROAD TO GATE IN NORTH-SOUTH
 CA1103'FENCE, ABOUT 400 FEET NORTH OF CROSS FENCE, CONTINUE THROUGH
 CA1103'GATE 0.2 MILE EAST TO DIM TRACK ROAD LEFT (NORTH), GO 0.3
 CA1103'MILE NORTH ON DIM TRACK ROAD TO STATION SITE.  80 FEET LEFT
 CA1103'(WEST) OF TRACK ROAD, AND 10.5 FEET EAST OF USGS WITNESS
 CA1103'SIGN MOUNTED ON A METAL POST.
 CA1103'
 CA1103'STATION MARK AND THE TWO REFERENCE MARKS ARE ALL STANDARD
 CA1103'BRONZE TABLETS, SET IN BEDROCK FLUSH WITH THE GROUND.
 CA1103'
 CA1103'STATION MARK--STAMPED, BEAR ET 1971.
 CA1103'
 CA1103'REFERENCE MARK NO. 1--STAMPED BEAR ET NO. 1 1971.
 CA1103'
 CA1103'REFERENCE MARK NO. 2--STAMPED BEAR ET NO. 2 1971.
 CA1103'
 CA1103'STATION KOTH ET 1971, IS VISIBLE FROM THE GROUND AT THIS
 CA1103'STATION, AND WILL SERVE AS THE AZIMUTH MARK.
 CA1103'
 CA1103'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6920 ***********************************************************************
 AW6920  DESIGNATION -  BEAR
 AW6920  PID         -  AW6920
 AW6920  STATE/COUNTY-  TX/HARRIS
 AW6920  USGS QUAD   -  ADDICKS (1995)
 AW6920
 AW6920                         *CURRENT SURVEY CONTROL
 AW6920  ___________________________________________________________________
 AW6920* NAD 83(1993)-  29 51 08.93937(N)    095 38 42.47013(W)     ADJUSTED  
 AW6920* NAVD 88     -        36.5    (meters)     120.     (feet)  VERTCON   
 AW6920  ___________________________________________________________________
 AW6920  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6920  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW6920
 AW6920  HORZ ORDER  -  FIRST
 AW6920
 AW6920.The horizontal coordinates were established by classical geodetic methods
 AW6920.and adjusted by the National Geodetic Survey in February 1996..
 AW6920
 AW6920.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6920
 AW6920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6920
 AW6920.The geoid height was determined by GEOID03.
 AW6920
 AW6920;                    North         East     Units Scale Factor Converg.
 AW6920;SPC TXSC     - 4,228,426.885   924,100.945   MT  0.99990391   +1 38 36.9
 AW6920;SPC TXSC     -13,872,763.87  3,031,821.18   sFT  0.99990391   +1 38 36.9
 AW6920;UTM  15      - 3,305,376.955   244,460.680   MT  1.00040576   -1 19 02.6
 AW6920
 AW6920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6920!SPC TXSC     -   0.99999861  x   0.99990391  =   0.99990252
 AW6920!UTM  15      -   0.99999861  x   1.00040576  =   1.00040437
 AW6920
 AW6920:                Primary Azimuth Mark                     Grid Az
 AW6920:SPC TXSC     -  BEAR AZ MK                               358 34 53.6
 AW6920:UTM  15      -  BEAR AZ MK                               001 32 33.1
 AW6920
 AW6920|---------------------------------------------------------------------|
 AW6920| PID    Reference Object                     Distance      Geod. Az  |
 AW6920|                                                           dddmmss.s |
 AW6920| CV5999 BEAR AZ MK                                         0001330.5 |
 AW6920| CV6000 BEAR RM 1                            29.072 METERS 00916     |
 AW6920| CV6001 BEAR RM 2                            24.553 METERS 19006     |
 AW6920|---------------------------------------------------------------------|
 AW6920
 AW6920                          SUPERSEDED SURVEY CONTROL
 AW6920
 AW6920  NAD 83(1986)-  29 51 08.95417(N)    095 38 42.45198(W) AD(       ) 1
 AW6920  NAD 27      -  29 51 08.13870(N)    095 38 41.64954(W) AD(       ) 1
 AW6920  NGVD 29 (07/19/86)   36.5    (m)          120.     (f) VERT ANG       
 AW6920
 AW6920.Superseded values are not recommended for survey control.
 AW6920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6920.See file dsdata.txt to determine how the superseded data were derived.
 AW6920
 AW6920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4446105377(NAD 83)
 AW6920_MARKER: DS = TRIANGULATION STATION DISK
 AW6920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6920_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6920
 AW6920  HISTORY     - Date     Condition        Report By
 AW6920  HISTORY     - 1968     MONUMENTED       CGS
 AW6920  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW6920  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 AW6920
 AW6920                          STATION DESCRIPTION
 AW6920
 AW6920'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6920'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF CYPRESS, 4-3/4
 AW6920'MILES NORTH OF ADDICKS, 4-1/2 MILES SOUTHWEST OF JERSEY VILLAGE, 2
 AW6920'MILES SOUTH OF FARM ROAD 529 AND ON ROAD RIGHT-OF-WAY.
 AW6920'
 AW6920'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 10 CROSSES OVER
 AW6920'FARM ROAD 1960 WHICH IS JUST NORTHWEST OF THE POST OFFICE IN
 AW6920'ADDICKS, GO NORTH ON FARM ROAD 1960 FOR 3.55 MILES TO A SIDE ROAD
 AW6920'RIGHT (CLAY ROAD).  CONTINUE NORTH ON FARM ROAD 1960 FOR 1.15
 AW6920'MILES TO THE STATION ON THE RIGHT.
 AW6920'
 AW6920'THE STATION MARK IS A STANDARD DISK STAMPED BEAR 1968, SET IN
 AW6920'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6920'GROUND.  IT IS 128 FEET NORTH OF THE CENTER OF ADDICKS-SATSUMA
 AW6920'ROAD, 76 FEET EAST OF THE CENTER OF FARM ROAD 1960, 17 FEET WEST
 AW6920'OF A WIRE FENCE AND 5.2 FEET WEST-NORTHWEST OF A METAL WITNESS
 AW6920'POST.
 AW6920'
 AW6920'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEAR NO 1 1968, SET
 AW6920'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6920'2 INCHES ABOVE THE GROUND.  IT IS 95.6 FEET NORTH OF THE METAL
 AW6920'WITNESS POST, 82 FEET WEST OF THE CENTER OF FARM ROAD 1960 AND 1
 AW6920'FOOT WEST OF THE WIRE FENCE.
 AW6920'
 AW6920'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEAR NO 2 1968, SET
 AW6920'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6920'2 INCHES ABOVE THE GROUND.  IT IS 71 FEET EAST OF THE CENTER OF
 AW6920'FARM ROAD 1960, 47 FEET NORTH OF THE CENTER OF ADDICKS-SATSUMA
 AW6920'ROAD, 31.6 FEET WEST OF THE WIRE FENCE AND 19 FEET NORTHEAST OF
 AW6920'THE NORTHWEST 1 OF 2 PIPELINE MARKERS.
 AW6920'
 AW6920'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEAR 1968, SET IN THE
 AW6920'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 AW6920'INCHES ABOVE THE GROUND.  IT IS 59 FEET EAST OF THE CENTER OF FARM
 AW6920'ROAD 1960, 10 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 3.3
 AW6920'FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND 1.4 FEET WEST OF
 AW6920'A WIRE FENCE.
 AW6920'
 AW6920'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON FARM ROAD
 AW6920'1960 FOR 1.3 MILES TO A FIELD ENTRANCE ON THE RIGHT AND THE MARK.
 AW6920'
 AW6920'HEIGHT OF LIGHT ABOVE THE STATION MARK 30.4 METERS.
 AW6920
 AW6920                          STATION RECOVERY (1995)
 AW6920
 AW6920'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6920'MARK NOT FOUND.
 AW6920
 AW6920                          STATION RECOVERY (2004)
 AW6920
 AW6920'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2802 ***********************************************************************
 CS2802  DESIGNATION -  BEAR
 CS2802  PID         -  CS2802
 CS2802  STATE/COUNTY-  TX/DALLAS
 CS2802  USGS QUAD   -  LANCASTER (1981)
 CS2802
 CS2802                         *CURRENT SURVEY CONTROL
 CS2802  ___________________________________________________________________
 CS2802* NAD 83(1993)-  32 32 57.58290(N)    096 49 20.14932(W)     ADJUSTED  
 CS2802* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 CS2802  ___________________________________________________________________
 CS2802  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 CS2802  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS2802
 CS2802  HORZ ORDER  -  SECOND
 CS2802
 CS2802.The horizontal coordinates were established by classical geodetic methods
 CS2802.and adjusted by the National Geodetic Survey in February 1996..
 CS2802
 CS2802.The orthometric height was scaled from a topographic map.
 CS2802
 CS2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2802
 CS2802.The geoid height was determined by GEOID03.
 CS2802
 CS2802;                    North         East     Units Scale Factor Converg.
 CS2802;SPC TXNC     - 2,099,137.065   757,561.342   MT  0.99991079   +0 54 54.1
 CS2802;SPC TXNC     - 6,886,918.85  2,485,432.50   sFT  0.99991079   +0 54 54.1
 CS2802;UTM  14      - 3,603,418.695   704,483.885   MT  1.00011564   +1 10 19.5
 CS2802
 CS2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2802!SPC TXNC     -   0.99997261  x   0.99991079  =   0.99988340
 CS2802!UTM  14      -   0.99997261  x   1.00011564  =   1.00008825
 CS2802
 CS2802|---------------------------------------------------------------------|
 CS2802| PID    Reference Object                     Distance      Geod. Az  |
 CS2802|                                                           dddmmss.s |
 CS2802| CS2805 BEAR 2                               36.310 METERS 08938     |
 CS2802| CX9681 BEAR RM 1                            15.831 METERS 17736     |
 CS2802| CX9680 BEAR AZ MK                                         1805856.5 |
 CS2802| CX9686 BEAR 2 AZ MK                                       1823254.2 |
 CS2802| CX9682 BEAR RM 2                            13.478 METERS 35931     |
 CS2802|---------------------------------------------------------------------|
 CS2802
 CS2802                          SUPERSEDED SURVEY CONTROL
 CS2802
 CS2802  NAD 83(1986)-  32 32 57.58932(N)    096 49 20.13096(W) AD(       ) 2
 CS2802  NAD 27      -  32 32 57.09700(N)    096 49 19.14200(W) AD(       ) 2
 CS2802
 CS2802.Superseded values are not recommended for survey control.
 CS2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2802.See file dsdata.txt to determine how the superseded data were derived.
 CS2802
 CS2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0448403419(NAD 83)
 CS2802_MARKER: DS = TRIANGULATION STATION DISK
 CS2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2802
 CS2802  HISTORY     - Date     Condition        Report By
 CS2802  HISTORY     - 1947     MONUMENTED       CGS
 CS2802  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS2802  HISTORY     - 1959     GOOD             CGS
 CS2802
 CS2802                          STATION DESCRIPTION
 CS2802
 CS2802'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS2802'THE STATION IS LOCATED ON THE EAST EDGE OF THE RIGHT OF WAY
 CS2802'OF U.S. HIGHWAY 77 ABOUT 10 MILES NORTH OF THE COURT HOUSE
 CS2802'SQUARE IN WAXAHACHIE, ABOUT 0.1 MILE NORTH OF A HUMBLE OIL
 CS2802'CO. FILLING STATION AND ABOUT 55 FEET EAST OF THE APPROXIMATE
 CS2802'CENTERLINE OF U.S. HIGHWAY 77.  IT IS SET FLUSH WITH THE
 CS2802'GROUND AND IS STAMPED BEAR 1947.
 CS2802'
 CS2802'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION ABOUT 55 FEET
 CS2802'EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 77, PROJECTS
 CS2802'6 INCHES AND IS STAMPED BEAR NO. 1 1947.
 CS2802'
 CS2802'REFERENCE MARK NO. 2 IS NORTH OF THE STATION ABOUT 55 FEET
 CS2802'EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 77, PROJECTS
 CS2802'6 INCHES AND IS STAMPED BEAR NO. 2 1947.
 CS2802'
 CS2802'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTH OF THE STATION,
 CS2802'50 FEET WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 CS2802'77 AND 2.5 FEET EAST OF A CORNER FENCE POST.  IT PROJECTS
 CS2802'ABOUT 6 INCHES AND IS STAMPED BEAR 1947.
 CS2802'
 CS2802'TO REACH THE STATION FROM THE COURT HOUSE SQUARE IN WAXAHACHIE,
 CS2802'GO WEST 1 CITY BLOCK TO U.S. HIGHWAY 77.  HERE TURN RIGHT
 CS2802'AND FOLLOW U.S. HIGHWAY 77 FOR 9.4 MILES TO AZIMUTH MARK
 CS2802'ON LEFT AT FENCE CORNER.  FROM AZIMUTH MARK CONTINUE ON
 CS2802'HIGHWAY FOR 0.7 MILE TO STATION ON RIGHT AS DESCRIBED.
 CS2802'
 CS2802'A 74 FOOT SIGNAL AT RED OAK IS V.G.
 CS2802'
 CS2802'A 74 FOOT SIGNAL AT LOUFOOTE IS V.G.
 CS2802'
 CS2802'A 74 FOOT SIGNAL AT NEWTON IS V.G.
 CS2802'
 CS2802'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS2802
 CS2802                          STATION RECOVERY (1958)
 CS2802
 CS2802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2802'STATION SEARCHED FOR AND NOT FOUND.
 CS2802'
 CS2802'NEITHER REFERENCE MARKS FOUND.  PROBABLY BURIED OR DESTROYED
 CS2802'BY GENERAL HIGHWAY WORK.
 CS2802'
 CS2802'AZIMUTH MARK WAS FOUND AS DESCRIBED.
 CS2802
 CS2802                          STATION RECOVERY (1959)
 CS2802
 CS2802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2802'THIS STATION, THE AZIMUTH MARK AND THE REFERENCE MARKS WERE
 CS2802'RECOVERED IN GOOD CONDITION.  DUE TO EXTENSIVE HIGHWAY CONSTRUCTION,
 CS2802'THE MARKS WERE REMOVED AFTER BEAR 2 1959 WAS ESTABLISHED
 CS2802'IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1652 ***********************************************************************
 FL1652  DESIGNATION -  BEAR
 FL1652  PID         -  FL1652
 FL1652  STATE/COUNTY-  TX/CARSON
 FL1652  USGS QUAD   -  BORGER SE (1978)
 FL1652
 FL1652                         *CURRENT SURVEY CONTROL
 FL1652  ___________________________________________________________________
 FL1652* NAD 83(1993)-  35 31 55.30441(N)    101 16 37.43175(W)     ADJUSTED  
 FL1652* NAVD 88     -      1014.     (meters)    3327.     (feet)  SCALED    
 FL1652  ___________________________________________________________________
 FL1652  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 FL1652  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 FL1652
 FL1652  HORZ ORDER  -  THIRD
 FL1652
 FL1652.The horizontal coordinates were established by classical geodetic methods
 FL1652.and adjusted by the National Geodetic Survey in February 1996..
 FL1652
 FL1652.The orthometric height was scaled from a topographic map.
 FL1652
 FL1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1652
 FL1652.The geoid height was determined by GEOID03.
 FL1652
 FL1652;                    North         East     Units Scale Factor Converg.
 FL1652;SPC TX N     - 1,169,981.228   220,217.002   MT  0.99991285   +0 07 45.1
 FL1652;SPC TX N     - 3,838,513.41    722,495.28   sFT  0.99991285   +0 07 45.1
 FL1652;UTM  14      - 3,934,430.529   293,550.198   MT  1.00012526   -1 19 25.7
 FL1652
 FL1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1652!SPC TX N     -   0.99984496  x   0.99991285  =   0.99975783
 FL1652!UTM  14      -   0.99984496  x   1.00012526  =   0.99997020
 FL1652
 FL1652:                Primary Azimuth Mark                     Grid Az
 FL1652:SPC TX N     -  BEAR AZ MK                               051 04 27.5
 FL1652:UTM  14      -  BEAR AZ MK                               052 31 38.3
 FL1652
 FL1652|---------------------------------------------------------------------|
 FL1652| PID    Reference Object                     Distance      Geod. Az  |
 FL1652|                                                           dddmmss.s |
 FL1652| CJ6598 BEAR AZ MK                                         0511212.6 |
 FL1652| CJ6599 BEAR RM 1                             9.738 METERS 08602     |
 FL1652| CJ6600 BEAR RM 2                            10.175 METERS 19103     |
 FL1652|---------------------------------------------------------------------|
 FL1652
 FL1652                          SUPERSEDED SURVEY CONTROL
 FL1652
 FL1652  NAD 83(1993)-  35 31 55.30622(N)    101 16 37.42978(W) AD(       ) 3
 FL1652  NAD 83(1986)-  35 31 55.31109(N)    101 16 37.42160(W) AD(       ) 3
 FL1652  NAD 27      -  35 31 55.14800(N)    101 16 35.84100(W) AD(       ) 3
 FL1652
 FL1652.Superseded values are not recommended for survey control.
 FL1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1652.See file dsdata.txt to determine how the superseded data were derived.
 FL1652
 FL1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9355034431(NAD 83)
 FL1652_MARKER: DS = TRIANGULATION STATION DISK
 FL1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1652
 FL1652  HISTORY     - Date     Condition        Report By
 FL1652  HISTORY     - 1951     MONUMENTED       CGS
 FL1652
 FL1652                          STATION DESCRIPTION
 FL1652
 FL1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1652'THE STATION IS LOCATED ON THE TOP AND HIGHEST POINT OF A
 FL1652'PROMINENT HILL, ABOUT 11 MILES AIRLINE SOUTH-SOUTHEAST OF
 FL1652'BORGER, ABOUT 9 MILES AIRLINE NORTHWEST OF WHITE DEER, AND
 FL1652'ABOUT 7 MILES AIRLINE WEST-SOUTHWEST OF SKELLYTOWN.
 FL1652'
 FL1652'TO REACH THE STATION FROM THE POST OFFICE IN WHITE DEER, GO
 FL1652'NORTH ON FARM ROAD 294 FOR 7.8 MILES TO A SIDE ROAD ON THE LEFT.
 FL1652'TURN LEFT, ONTO A GRADED DIRT ROAD, AND GO 5.0 MILES TO A CATTLE
 FL1652'GUARD, THE AZIMUTH MARK, AND BM TC31 ON THE LEFT.  CROSS THE
 FL1652'CATTLE GUARD, KEEP STRAIGHT AHEAD, AND GO 0.3 MILE TO A CATTLE
 FL1652'GUARD ON THE LEFT.  TURN LEFT, CROSS THE CATTLE GUARD, AND GO
 FL1652'0.3 MILE TO A FARM HOUSE AND A GATE ABOUT 50 YARDS SOUTH OF THE
 FL1652'HOUSE.  PASS THROUGH THE GATE AND GO SOUTH-SOUTHWEST ON A DIM
 FL1652'DIRT ROAD FOR 1.0 MILE.  TURN RIGHT AND GO WEST, CROSS
 FL1652'COUNTRY, FOR 0.1 MILE TO A WHITE WITNESS POST AND THE STATION
 FL1652'ON THE HIGHEST POINT OF THE HILL.
 FL1652'
 FL1652'THE STATION MARK IS A STANDARD DISK STAMPED BEAR 1951 SET IN
 FL1652'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 FL1652'ABOVE THE GROUND.  IT IS 6 FEET NORTHEAST OF A WHITE WITNESS
 FL1652'POST.
 FL1652'
 FL1652'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BEAR NO 1
 FL1652'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1652'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS THE SAME ELEVATION
 FL1652'AS THE STATION.
 FL1652'
 FL1652'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BEAR NO 2
 FL1652'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1652'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS THE SAME ELEVATION
 FL1652'AS THE STATION.
 FL1652'
 FL1652'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF THE ROAD LEADING
 FL1652'TO THE STATION, AND IS A STANDARD DISK STAMPED BEAR 1951 SET
 FL1652'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1652'6 INCHES ABOVE THE GROUND.  IT IS 2 FEET WEST OF A FENCE
 FL1652'LINE, 13 FEET SOUTH OF THE CENTER OF A CATTLE GUARD, AND 23
 FL1652'FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 FL1652'
 FL1652'BM TC31 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED TC31 1926
 FL1652'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1652'1 INCH ABOVE THE GROUND.  IT IS 2 FEET WEST OF A FENCE LINE,
 FL1652'37 FEET SOUTH OF THE CENTER OF A CATTLE GUARD, AND 23.9 FEET
 FL1652'SOUTH OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4668 ***********************************************************************
 DH4668  HT_MOD      -  This is a Height Modernization Survey Station.
 DH4668  DESIGNATION -  BEAR
 DH4668  PID         -  DH4668
 DH4668  STATE/COUNTY-  TX/NUECES
 DH4668  USGS QUAD   -  PORT ARANSAS (1975)
 DH4668
 DH4668                         *CURRENT SURVEY CONTROL
 DH4668  ___________________________________________________________________
 DH4668* NAD 83(1993)-  27 49 53.52186(N)    097 06 16.68471(W)     ADJUSTED  
 DH4668* NAVD 88     -         7.09   (meters)      23.3    (feet)  GPS OBS   
 DH4668  ___________________________________________________________________
 DH4668  X           -    -698,114.590 (meters)                     COMP
 DH4668  Y           -  -5,601,104.812 (meters)                     COMP
 DH4668  Z           -   2,959,999.575 (meters)                     COMP
 DH4668  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DH4668  ELLIP HEIGHT-         -19.29  (meters)          (07/05/05) GPS OBS
 DH4668  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DH4668
 DH4668  HORZ ORDER  -  FIRST
 DH4668  ELLP ORDER  -  FOURTH    CLASS II
 DH4668
 DH4668.The horizontal coordinates were established by GPS observations
 DH4668.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 DH4668
 DH4668.The orthometric height was determined by GPS observations and a
 DH4668.high-resolution geoid model using precise GPS observation and
 DH4668.processing techniques.
 DH4668
 DH4668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4668
 DH4668.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4668
 DH4668.The ellipsoidal height was determined by GPS observations
 DH4668.and is referenced to NAD 83.
 DH4668
 DH4668.The geoid height was determined by GEOID03.
 DH4668
 DH4668;                    North         East     Units Scale Factor Converg.
 DH4668;SPC TX S     - 5,240,617.731   437,460.740   MT  0.99999954   +0 38 00.6
 DH4668;SPC TX S     -17,193,593.34  1,435,235.78   sFT  0.99999954   +0 38 00.6
 DH4668;UTM  14      - 3,079,982.544   686,665.465   MT  1.00003009   +0 53 06.5
 DH4668
 DH4668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4668!SPC TX S     -   1.00000303  x   0.99999954  =   1.00000257
 DH4668!UTM  14      -   1.00000303  x   1.00003009  =   1.00003312
 DH4668
 DH4668                          SUPERSEDED SURVEY CONTROL
 DH4668
 DH4668.No superseded survey control is available for this station.
 DH4668
 DH4668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8666579983(NAD 83)
 DH4668_MARKER: DV = VERTICAL CONTROL DISK
 DH4668_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DH4668_STAMPING: BEAR 2005
 DH4668_PROJECTION: FLUSH
 DH4668_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH4668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4668+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 DH4668_ROD/PIPE-DEPTH: 22   meters
 DH4668_SLEEVE-DEPTH  : 1 meters
 DH4668
 DH4668  HISTORY     - Date     Condition        Report By
 DH4668  HISTORY     - 20050218 MONUMENTED       CCTI
 DH4668
 DH4668                          STATION DESCRIPTION
 DH4668
 DH4668'DESCRIBED BY C AND C TECHNOLOGIES INCORPORATED 2005 (JEW)
 DH4668'DESCRIBED BY C AND C TECHNOLOGIES, INC 2005 (JEW) FROM THE FERRY
 DH4668'LANDING IN PORT ARANSAS,  TEXAS TRAVEL 0.16 KM (0.1 MILES) ALONG TEXAS
 DH4668'HWY. 361 TO THE INTERSECTION OF HWY. 361, J.C.  BARR BLVD. AND COTTER
 DH4668'ST.  TURN RIGHT FOLLOWING HWY. 361 AND TRAVEL 0.08 KM (1 BLOCK) TO
 DH4668'THE INTERSECTION OF HWY. 361 AND PORT ST.,  TURN RIGHT ON PORT ST. AND
 DH4668'TRAVEL 0.8 KM (0.5  MILES) TO A CONCRETE BULKHEAD AND CORPUS CHRISTI
 DH4668'SHIP CHANNEL.  TURN LEFT AND TRAVEL  0.64 KM (0.4 MILES) TO A DIRT
 DH4668'ROAD NEAR THE END OF THE CONCRETE BULKHEAD.  VEAR LEFT AND  FOLLOW THE
 DH4668'DIRT ROAD 2.4 KM (1.5 MILES) TO THE MONUMENT ON THE RIGHT.  THE
 DH4668'MONUMENT IS  LOCATED ON TOP OF THE SPOIL DUNE AT THE INTERSECTION OF
 DH4668'CORPUS CHRISTI SHIP CHANNEL AND  MUSTANG CUT.  23.1 M (76 FT) WEST TO
 DH4668'CL DIRT ROAD, 25.0 M (82 FT) SOUTH TO CL DIRT ROAD, 32.3 M  (106 FT)
 DH4668'SOUTHWEST TO THE INTERSECTION OF TWO DIRT ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0912 ***********************************************************************
 AV0912  DESIGNATION -  BEAR 1963
 AV0912  PID         -  AV0912
 AV0912  STATE/COUNTY-  TX/JEFFERSON
 AV0912  USGS QUAD   -  SABINE PASS (1993)
 AV0912
 AV0912                         *CURRENT SURVEY CONTROL
 AV0912  ___________________________________________________________________
 AV0912* NAD 83(1993)-  29 40 35.25570(N)    093 53 57.60504(W)     ADJUSTED  
 AV0912* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 AV0912  ___________________________________________________________________
 AV0912  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AV0912  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AV0912
 AV0912  HORZ ORDER  -  SECOND
 AV0912
 AV0912.The horizontal coordinates were established by classical geodetic methods
 AV0912.and adjusted by the National Geodetic Survey in February 1996..
 AV0912
 AV0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0912
 AV0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0912
 AV0912.The geoid height was determined by GEOID03.
 AV0912
 AV0912;                    North         East     Units Scale Factor Converg.
 AV0912;SPC TXSC     - 4,215,031.940 1,093,517.512   MT  0.99988095   +2 29 56.0
 AV0912;SPC TXSC     -13,828,817.29  3,587,648.70   sFT  0.99988095   +2 29 56.0
 AV0912;SPC LA S     -   133,185.319   751,652.151   MT  0.99994167   -1 16 58.9
 AV0912;SPC LA S     -   436,958.83  2,466,045.43   sFT  0.99994167   -1 16 58.9
 AV0912;UTM  15      - 3,283,273.519   412,979.432   MT  0.99969343   -0 26 43.0
 AV0912
 AV0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0912!SPC TXSC     -   1.00000403  x   0.99988095  =   0.99988498
 AV0912!SPC LA S     -   1.00000403  x   0.99994167  =   0.99994570
 AV0912!UTM  15      -   1.00000403  x   0.99969343  =   0.99969746
 AV0912
 AV0912:                Primary Azimuth Mark                     Grid Az
 AV0912:SPC TXSC     -  SABINE PASS WATER TANK                   359 25 02.2
 AV0912:SPC LA S     -  SABINE PASS WATER TANK                   003 11 57.1
 AV0912:UTM  15      -  SABINE PASS WATER TANK                   002 21 41.2
 AV0912
 AV0912|---------------------------------------------------------------------|
 AV0912| PID    Reference Object                     Distance      Geod. Az  |
 AV0912|                                                           dddmmss.s |
 AV0912| AV0911 SABINE PASS WATER TANK              APPROX. 6.5 KM 0015458.2 |
 AV0912| AV0903 SABINE PASS TV STA KBMT MAST        APPROX. 5.4 KM 0402138.4 |
 AV0912| AV0910 POLE                                APPROX. 1.9 KM 2821938.0 |
 AV0912|---------------------------------------------------------------------|
 AV0912
 AV0912                          SUPERSEDED SURVEY CONTROL
 AV0912
 AV0912  NAD 83(1993)-  29 40 35.25550(N)    093 53 57.60509(W) AD(       ) 2
 AV0912  NAD 83(1993)-  29 40 35.27688(N)    093 53 57.58870(W) AD(       ) 2
 AV0912  NAD 83(1986)-  29 40 35.27801(N)    093 53 57.59123(W) AD(       ) 2
 AV0912  NAD 27      -  29 40 34.49490(N)    093 53 57.00030(W) AD(       ) 2
 AV0912  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 AV0912
 AV0912.Superseded values are not recommended for survey control.
 AV0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0912.See file dsdata.txt to determine how the superseded data were derived.
 AV0912
 AV0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1297983274(NAD 83)
 AV0912_MARKER: DS = TRIANGULATION STATION DISK
 AV0912_SETTING: 0 = UNSPECIFIED SETTING
 AV0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0912
 AV0912  HISTORY     - Date     Condition        Report By
 AV0912  HISTORY     - 1963     MONUMENTED       CGS
 AV0912
 AV0912                          STATION DESCRIPTION
 AV0912
 AV0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0912'THE STATION IS LOCATED ON TEXAS POINT, ABOUT 3.5 MILES SOUTH
 AV0912'OF SABINE PASS AND 3.0 MILES SOUTHWEST OF THE SABINE PASS
 AV0912'COAST GUARD STATION.
 AV0912'
 AV0912'THE STATION IS BEST REACHED BY BOAT, FROM THE BOAT DOCK IN
 AV0912'SABINE PASS, GO OUT AROUND THE JETTYS, CONTINUE WEST APPROXIMATELY
 AV0912'1.5 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 AV0912'
 AV0912'THE STATION MARK IS A STANDARD TOPOGRAPHIC DISK, STAMPED
 AV0912'BEAR 1960, SET IN THE TOP OF A 3-INCH STEEL PIPE, WHICH
 AV0912'PROJECTS ABOUT 16 INCHES ABOVE THE GROUND SURFACE.  IT IS
 AV0912'3.4 FEET WEST OF A 3-INCH CREOSOTE WITNESS POST AND SIGN
 AV0912'AND 4.0 FEET NORTHWEST OF THE HIGH WATERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2805 ***********************************************************************
 CS2805  DESIGNATION -  BEAR 2
 CS2805  PID         -  CS2805
 CS2805  STATE/COUNTY-  TX/DALLAS
 CS2805  USGS QUAD   -  LANCASTER (1981)
 CS2805
 CS2805                         *CURRENT SURVEY CONTROL
 CS2805  ___________________________________________________________________
 CS2805* NAD 83(1993)-  32 32 57.59051(N)    096 49 18.75764(W)     ADJUSTED  
 CS2805* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 CS2805  ___________________________________________________________________
 CS2805  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 CS2805  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS2805
 CS2805  HORZ ORDER  -  THIRD
 CS2805
 CS2805.The horizontal coordinates were established by classical geodetic methods
 CS2805.and adjusted by the National Geodetic Survey in February 1996..
 CS2805.No horizontal observational check was made to the station.
 CS2805
 CS2805.The orthometric height was scaled from a topographic map.
 CS2805
 CS2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2805
 CS2805.The geoid height was determined by GEOID03.
 CS2805
 CS2805;                    North         East     Units Scale Factor Converg.
 CS2805;SPC TXNC     - 2,099,137.880   757,597.640   MT  0.99991079   +0 54 54.9
 CS2805;SPC TXNC     - 6,886,921.53  2,485,551.59   sFT  0.99991079   +0 54 54.9
 CS2805;UTM  14      - 3,603,419.673   704,520.187   MT  1.00011582   +1 10 20.3
 CS2805
 CS2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2805!SPC TXNC     -   0.99997277  x   0.99991079  =   0.99988356
 CS2805!UTM  14      -   0.99997277  x   1.00011582  =   1.00008858
 CS2805
 CS2805|---------------------------------------------------------------------|
 CS2805| PID    Reference Object                     Distance      Geod. Az  |
 CS2805|                                                           dddmmss.s |
 CS2805| CX9688 BEAR 2 RM 2                          35.380 METERS 17657     |
 CS2805| CX9686 BEAR 2 AZ MK                                       1842417.5 |
 CS2805| CS2802 BEAR                                 36.310 METERS 26938     |
 CS2805| CX9687 BEAR 2 RM 1                          34.050 METERS 35752     |
 CS2805|---------------------------------------------------------------------|
 CS2805
 CS2805                          SUPERSEDED SURVEY CONTROL
 CS2805
 CS2805  NAD 83(1986)-  32 32 57.59693(N)    096 49 18.73929(W) AD(       ) 3
 CS2805  NAD 27      -  32 32 57.10500(N)    096 49 17.75000(W) AD(       ) 3
 CS2805
 CS2805.Superseded values are not recommended for survey control.
 CS2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2805.See file dsdata.txt to determine how the superseded data were derived.
 CS2805
 CS2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0452003420(NAD 83)
 CS2805_MARKER: DS = TRIANGULATION STATION DISK
 CS2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2805
 CS2805  HISTORY     - Date     Condition        Report By
 CS2805  HISTORY     - 1959     MONUMENTED       CGS
 CS2805  HISTORY     - 20030512 POOR             TX1730
 CS2805
 CS2805                          STATION DESCRIPTION
 CS2805
 CS2805'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2805'THE STATION IS LOCATED IN THE EAST RIGHT-OF-WAY LINE OF
 CS2805'U.S. HIGHWAY NO. 77, INTERSTATE HIGHWAY NO. 35E, ABOUT 10
 CS2805'MILES NORTH OF THE COURT HOUSE IN WAXAHACHIE AND ABOUT 0.2
 CS2805'MILE NORTH OF THE ELLIS-DALLAS COUNTY LINE, AT THE TOP OF A
 CS2805'LOW DIVIDE.  IT IS ACROSS THE HIGHWAY NORTHEAST FROM A GREEN,
 CS2805'ASBESTES SIDED, TWO STORY HOUSE AND 3 FEET NORTH OF A 4 X 4
 CS2805'WITNESS POST.  A STANDARD DISK STAMPED BEAR 2 1959 IN A
 CS2805'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 CS2805'
 CS2805'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEAR21959 IN
 CS2805'A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 35 FEET WEST
 CS2805'OF THE WEST RIGHT-OF-WAY LINE OF THE HIGHWAY, 1 FOOT NORTH
 CS2805'OF A FENCE ON THE NORTH SIDE OF AN OLD FARM YARD AND 22 FEET
 CS2805'WEST OF THE NORTHEAST CORNER OF THE FARM YARD.
 CS2805'
 CS2805'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BEAR 2 1959
 CS2805'NO. 1 IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES,
 CS2805'IN THE EAST RIGHT-OF-WAY LINE OF THE HIGHWAY AND IS 4 FEET
 CS2805'SOUTH OF A WHITE RIGHT-OF-WAY POST.
 CS2805'
 CS2805'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BEAR 2 1959
 CS2805'NO. 2 IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, IN
 CS2805'THE EAST RIGHT-OF-WAY LINE AND IS 4 FEET NORTH OF A BRACED
 CS2805'POWER POLE.
 CS2805'
 CS2805'TO REACH THE STATION FROM THE COURT HOUSE IN WAXAHACHIE--GO
 CS2805'1 BLOCK WEST TO THE CITY ROUTE OF U.S. 77.  TURN RIGHT AND
 CS2805'FOLLOW THE HIGHWAY NORTH LATER ENTERING THE EXPRESSWAY NO.
 CS2805'77 AND IH NO. 35E, AND GO 09.4 MILE TO THE AZIMUTH MARK ON
 CS2805'THE LEFT AS DESCRIBED.  THEN CONTINUE NORTH 0.7 MILE TO THE
 CS2805'STATION ON THE RIGHT AS DESCRIBED.
 CS2805
 CS2805                          STATION RECOVERY (2003)
 CS2805
 CS2805'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS2805'STATION DISK AND REFERENCE MARK NO 1 DISK SHEARED OFF, CONCRETE STILL
 CS2805'IN PLACE. REFERENCE MARK NO 2 OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1094 ***********************************************************************
 CR1094  DESIGNATION -  BEAR CREEK
 CR1094  PID         -  CR1094
 CR1094  STATE/COUNTY-  TX/CASS
 CR1094  USGS QUAD   -  CUNNINGHAM CREEK (1961)
 CR1094
 CR1094                         *CURRENT SURVEY CONTROL
 CR1094  ___________________________________________________________________
 CR1094* NAD 83(1993)-  32 55 57.22044(N)    094 26 53.87461(W)     ADJUSTED  
 CR1094* NAVD 88     -       124.     (meters)     407.     (feet)  SCALED    
 CR1094  ___________________________________________________________________
 CR1094  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 CR1094  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CR1094
 CR1094  HORZ ORDER  -  THIRD
 CR1094
 CR1094.The horizontal coordinates were established by classical geodetic methods
 CR1094.and adjusted by the National Geodetic Survey in February 1996..
 CR1094
 CR1094.The orthometric height was scaled from a topographic map.
 CR1094
 CR1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1094
 CR1094.The geoid height was determined by GEOID03.
 CR1094
 CR1094;                    North         East     Units Scale Factor Converg.
 CR1094;SPC TXNC     - 2,147,680.107   978,790.950   MT  0.99987477   +2 12 35.2
 CR1094;SPC TXNC     - 7,046,180.48  3,211,249.98   sFT  0.99987477   +2 12 35.2
 CR1094;UTM  15      - 3,644,741.202   364,597.212   MT  0.99982606   -0 47 15.0
 CR1094
 CR1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1094!SPC TXNC     -   0.99998473  x   0.99987477  =   0.99985950
 CR1094!UTM  15      -   0.99998473  x   0.99982606  =   0.99981079
 CR1094
 CR1094|---------------------------------------------------------------------|
 CR1094| PID    Reference Object                     Distance      Geod. Az  |
 CR1094|                                                           dddmmss.s |
 CR1094| CX4994 BEAR CREEK RM 1                      24.537 METERS 00750     |
 CR1094| CX5582 CENTER OF SQUARE PUMP HOUSE          34.747 METERS 01223     |
 CR1094| DM1234 LINDEN MUNICIPAL TANK               APPROX.11.6 KM 0412741.0 |
 CR1094| DM1232 LINDEN T S F S RADIO MAST           APPROX.11.8 KM 0464001.1 |
 CR1094| CX4993 BEAR CREEK AZ MK                                   2280133.6 |
 CR1094| CR1177 AVINGER MUNICIPAL TANK              APPROX.10.6 KM 2494005.8 |
 CR1094| CX4995 BEAR CREEK RM 2                      23.222 METERS 26750     |
 CR1094|---------------------------------------------------------------------|
 CR1094
 CR1094                          SUPERSEDED SURVEY CONTROL
 CR1094
 CR1094  NAD 83(1993)-  32 55 57.22495(N)    094 26 53.86508(W) AD(       ) 3
 CR1094  NAD 83(1986)-  32 55 57.22553(N)    094 26 53.86314(W) AD(       ) 3
 CR1094  NAD 27      -  32 55 56.74300(N)    094 26 53.16690(W) AD(       ) 3
 CR1094
 CR1094.Superseded values are not recommended for survey control.
 CR1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1094.See file dsdata.txt to determine how the superseded data were derived.
 CR1094
 CR1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS6459744741(NAD 83)
 CR1094_MARKER: DS = TRIANGULATION STATION DISK
 CR1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1094
 CR1094  HISTORY     - Date     Condition        Report By
 CR1094  HISTORY     - 1958     MONUMENTED       CGS
 CR1094
 CR1094                          STATION DESCRIPTION
 CR1094
 CR1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1094'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE YARD OF
 CR1094'THE ABANDONED BEAR CREEK SCHOOL, ON THE HIGHEST POINT
 CR1094'OF THE HIGHEST HILL IN THE VICINITY, ABOUT 7.3 MILES SOUTHWEST
 CR1094'OF LINDEN, 6.7 MILES EAST-NORTHEAST OF AVINGER AND 3.5 MILES
 CR1094'NORTH OF THE MARION-CASS COUNTY LINE.  IT IS 43 FEET SOUTH
 CR1094'OF THE CENTER OF THE DRIVEWAY TO THE SCHOOL YARD, 34 FEET
 CR1094'EAST OF THE CENTER OF A BLADED ROAD AND 3 FEET EAST OF A
 CR1094'WHITE WITNESS POST.
 CR1094'
 CR1094'THE STATION MARK, A STANDARD DISK STAMPED BEAR CREEK 1958, IS
 CR1094'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CR1094'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1094'
 CR1094'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BEAR CREEK
 CR1094'NO 1 1958, IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE
 CR1094'POST PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1094'IT IS 29 FEET SOUTH OF A SMALL PUMP HOUSE AND 26 FEET EAST OF
 CR1094'A BLADED ROAD.
 CR1094'
 CR1094'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BEAR CREEK
 CR1094'NO 2 1958, IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE
 CR1094'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 30 FEET
 CR1094'WEST OF THE CENTER OF A BLADED ROAD AND 25 FEET NORTH OF A
 CR1094'15-INCH PINE TREE.
 CR1094'
 CR1094'THE AZIMUTH MARK, A STANDARD DISK STAMPED BEAR CREEK 1958,
 CR1094'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST FLUSH WITH
 CR1094'THE SURFACE OF THE GROUND.  IT IS 30 FEET WEST OF THE CENTER
 CR1094'OF A BLADED ROAD AND 16 FEET NORTH OF THE CENTER OF A TRACK
 CR1094'ROAD.
 CR1094'
 CR1094'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59,
 CR1094'STATE HIGHWAY 8 AND STATE HIGHWAY 155, ABOUT 1.0 MILE SOUTH
 CR1094'OF LINDEN, GO WEST ON STATE HIGHWAY 155 FOR 0.5 MILE TO A
 CR1094'BLADED ROAD ON THE LEFT, SOUTH, SIDE OF THE HIGHWAY.  TURN
 CR1094'LEFT AND GO SOUTH ON THE BLADED ROAD FOR 3 MILES TO A CROSS
 CR1094'ROAD.  CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.5 MILE TO A
 CR1094'FORK.  TAKE THE RIGHT FORK AND GO WEST-SOUTHWEST FOR 2.6
 CR1094'MILES TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH FOR 0.85
 CR1094'MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH TO THE
 CR1094'SUMMIT OF THE GRADE FOR 0.1 MILE TO THE STATION ON THE LEFT
 CR1094'AS DESCRIBED.
 CR1094'
 CR1094'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO SOUTH-SOUTHWEST
 CR1094'ON THE BLADED ROAD FOR 0.55 MILE TO THE TRACK ROAD AND AZIMUTH
 CR1094'MARK ON THE RIGHT, WEST, SIDE OF THE ROAD AS DESCRIBED.
 CR1094'
 CR1094'HEIGHT OF LIGHT ABOVE STATION MARK 27.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2697 ***********************************************************************
 BY2697  DESIGNATION -  BEARD
 BY2697  PID         -  BY2697
 BY2697  STATE/COUNTY-  TX/NACOGDOCHES
 BY2697  USGS QUAD   -  REKLAW (1973)
 BY2697
 BY2697                         *CURRENT SURVEY CONTROL
 BY2697  ___________________________________________________________________
 BY2697* NAD 83(1993)-  31 47 56.94705(N)    094 53 54.34301(W)     ADJUSTED  
 BY2697* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 BY2697  ___________________________________________________________________
 BY2697  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BY2697  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY2697
 BY2697  HORZ ORDER  -  SECOND
 BY2697
 BY2697.The horizontal coordinates were established by classical geodetic methods
 BY2697.and adjusted by the National Geodetic Survey in February 1996..
 BY2697
 BY2697.The orthometric height was scaled from a topographic map.
 BY2697
 BY2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2697
 BY2697.The geoid height was determined by GEOID03.
 BY2697
 BY2697;                    North         East     Units Scale Factor Converg.
 BY2697;SPC TX C     - 3,248,976.043 1,214,461.761   MT  0.99997847   +2 47 57.5
 BY2697;SPC TX C     -10,659,348.90  3,984,446.63   sFT  0.99997847   +2 47 57.5
 BY2697;UTM  15      - 3,519,742.845   320,278.749   MT  0.99999837   -1 00 02.3
 BY2697
 BY2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2697!SPC TX C     -   0.99997562  x   0.99997847  =   0.99995409
 BY2697!UTM  15      -   0.99997562  x   0.99999837  =   0.99997399
 BY2697
 BY2697:                Primary Azimuth Mark                     Grid Az
 BY2697:SPC TX C     -  CUSHING LOOKOUT TOWER                    043 07 22.1
 BY2697:UTM  15      -  CUSHING LOOKOUT TOWER                    046 55 21.9
 BY2697
 BY2697|---------------------------------------------------------------------|
 BY2697| PID    Reference Object                     Distance      Geod. Az  |
 BY2697|                                                           dddmmss.s |
 BY2697| BY2695 CUSHING LOOKOUT TOWER               APPROX. 5.9 KM 0455519.6 |
 BY2697| CV8056 BEARD RM 1                           14.804 METERS 05454     |
 BY2697| BY2696 CUSHING MUNICIPAL TANK              APPROX. 5.8 KM 0720837.5 |
 BY2697| CV8057 BEARD RM 2                                         18722     |
 BY2697| CV8055 BEARD AZ MK                                        3532123.0 |
 BY2697|---------------------------------------------------------------------|
 BY2697
 BY2697                          SUPERSEDED SURVEY CONTROL
 BY2697
 BY2697  NAD 83(1986)-  31 47 56.95752(N)    094 53 54.32954(W) AD(       ) 2
 BY2697  NAD 27      -  31 47 56.32900(N)    094 53 53.56400(W) AD(       ) 2
 BY2697
 BY2697.Superseded values are not recommended for survey control.
 BY2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2697.See file dsdata.txt to determine how the superseded data were derived.
 BY2697
 BY2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR2027919743(NAD 83)
 BY2697_MARKER: DS = TRIANGULATION STATION DISK
 BY2697_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY2697
 BY2697  HISTORY     - Date     Condition        Report By
 BY2697  HISTORY     - 1948     MONUMENTED       CGS
 BY2697  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2697
 BY2697                          STATION DESCRIPTION
 BY2697
 BY2697'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2697'STATION IS LOCATED ABOUT 3.5 MILES WEST-SOUTHWEST OF CUSHING
 BY2697'AND 2 MILES SOUTH-SOUTHEAST OF THE VILLAGE OF SACUL ON PROPERTY
 BY2697'OWNED BY MR. ARDEN CRANFORD.  IT IS ON THE SUMMIT OF A HIGH
 BY2697'TIMBERED MOUNTAIN, KNOWN LOCALLY AS BEARD MOUNTAIN, AND IS
 BY2697'NEAR THE CENTER OF A TRIANGLE FORMED BY THREE BLAZED OAK
 BY2697'TREES.  THE DISK, STAMPED BEARD 1948, IS WELDED ON TOP OF
 BY2697'A 2-INCH CAST IRON PIPE AND PROJECTS 5 INCHES.
 BY2697'
 BY2697'REFERENCE MARK NO. 1 IS NEAR THE EAST END OF THE RIDGE AND
 BY2697'ABOUT 2 FEET LOWER THAN THE STATION MARK.  THE DISK, STAMPED
 BY2697'BEARD NO 1 1948, IS WELDED ON TOP OF A 2-INCH CAST IRON
 BY2697'PIPE AND PROJECTS 3 INCHES.
 BY2697'
 BY2697'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE RIDGE
 BY2697'AND ABOUT 8 FEET LOWER THAN THE STATION MARK.  THE DISK,
 BY2697'STAMPED BEARD NO 2 1948, IS WELDED ON TOP OF A 2-INCH CAST
 BY2697'IRON PIPE AND PROJECTS 6 INCHES.  A SLOPE MEASUREMENT WAS
 BY2697'TAKEN TO THIS MARK.
 BY2697'
 BY2697'AZIMUTH MARK IS AT THE WEST EDGE OF THE WOODS AND 24.5 FEET
 BY2697'EAST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD.  IT IS
 BY2697'STAMPED BEARD 1948 AND PROJECTS 4 INCHES.
 BY2697'
 BY2697'TO REACH FROM THE POST OFFICE IN SACUL, GO EAST ON STATE
 BY2697'HIGHWAY 204 FOR 0.25 MILE TO A CROSSROAD AT THE EAST EDGE
 BY2697'OF THE VILLAGE, TURN RIGHT AND FOLLOW DIRT ROAD SOUTHERLY
 BY2697'FOR 1.7 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BY2697'SOUTH FOR 0.4 MILE TO THE END OF TRUCK TRAVEL AND THE STATION
 BY2697'TO THE RIGHT OF THE ROAD.  IT IS ABOUT A 150 YARD PACK UP
 BY2697'THE STEEP HILL.
 BY2697'
 BY2697'A 113 FOOT SIGNAL AT CUSHING 1919 IS VISIBLE AT 37 FEET.
 BY2697'
 BY2697'A 74 FOOT SIGNAL AT LILBERT IS VISIBLE AT 37 FEET.
 BY2697'
 BY2697'A 47 FOOT SIGNAL AT CARTER IS VISIBLE AT 37 FEET.
 BY2697'
 BY2697'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 BY2697
 BY2697                          STATION RECOVERY (1998)
 BY2697
 BY2697'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0666 ***********************************************************************
 EN0666  DESIGNATION -  BEARD
 EN0666  PID         -  EN0666
 EN0666  STATE/COUNTY-  TX/HALL
 EN0666  USGS QUAD   -  ESTELLINE NW (1984)
 EN0666
 EN0666                         *CURRENT SURVEY CONTROL
 EN0666  ___________________________________________________________________
 EN0666* NAD 83(1993)-  34 41 33.61373(N)    100 29 36.33690(W)     ADJUSTED  
 EN0666* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 EN0666  ___________________________________________________________________
 EN0666  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 EN0666  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EN0666
 EN0666  HORZ ORDER  -  THIRD
 EN0666
 EN0666.The horizontal coordinates were established by classical geodetic methods
 EN0666.and adjusted by the National Geodetic Survey in February 1996..
 EN0666
 EN0666.The orthometric height was scaled from a topographic map.
 EN0666
 EN0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0666
 EN0666.The geoid height was determined by GEOID03.
 EN0666
 EN0666;                    North         East     Units Scale Factor Converg.
 EN0666;SPC TX N     - 1,077,313.445   292,227.973   MT  0.99999038   +0 35 00.0
 EN0666;SPC TX N     - 3,534,485.86    958,751.27   sFT  0.99999038   +0 35 00.0
 EN0666;UTM  14      - 3,839,977.079   363,209.255   MT  0.99983063   -0 51 00.5
 EN0666
 EN0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0666!SPC TX N     -   0.99990714  x   0.99999038  =   0.99989752
 EN0666!UTM  14      -   0.99990714  x   0.99983063  =   0.99973779
 EN0666
 EN0666|---------------------------------------------------------------------|
 EN0666| PID    Reference Object                     Distance      Geod. Az  |
 EN0666|                                                           dddmmss.s |
 EN0666| CX7566 BEARD RM 1                           15.365 METERS 12116     |
 EN0666| EN0665 ESTELLINE TANK                      APPROX.17.1 KM 1650140.1 |
 EN0666| CX7565 BEARD AZ MK                                        1675515.4 |
 EN0666| EN0760 MEMPHIS CTHSE TIP OF FLAGPOLE       APPROX. 5.3 KM 3120702.5 |
 EN0666| CX7567 BEARD RM 2                            7.962 METERS 34234     |
 EN0666|---------------------------------------------------------------------|
 EN0666
 EN0666                          SUPERSEDED SURVEY CONTROL
 EN0666
 EN0666  NAD 83(1993)-  34 41 33.61427(N)    100 29 36.33563(W) AD(       ) 3
 EN0666  NAD 83(1986)-  34 41 33.61884(N)    100 29 36.32951(W) AD(       ) 3
 EN0666  NAD 27      -  34 41 33.42700(N)    100 29 34.88300(W) AD(       ) 3
 EN0666
 EN0666.Superseded values are not recommended for survey control.
 EN0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0666.See file dsdata.txt to determine how the superseded data were derived.
 EN0666
 EN0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6320939977(NAD 83)
 EN0666_MARKER: DS = TRIANGULATION STATION DISK
 EN0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0666
 EN0666  HISTORY     - Date     Condition        Report By
 EN0666  HISTORY     - 1935     MONUMENTED       CGS
 EN0666  HISTORY     - 1955     GOOD             USGS
 EN0666
 EN0666                          STATION DESCRIPTION
 EN0666
 EN0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0666'STATION IS LOCATED 2 MILES S AND 2-1/2 MILES E OF MEMPHIS,
 EN0666'IN SECTION 73, BLOCK 18, ON LAND OWNED BY MR. G.D. BEARD OF
 EN0666'MEMPHIS.  STATION IS PLACED ON A HIGH KNOLL 45 YARDS NW OF THE
 EN0666'NW CORNER OF A SMALL FARMHOUSE OCCUPIED BY G.L. EDDY AND 45
 EN0666'FEET W OF A CORRUGATED-IRON CHICKEN SHED.  MARK IS 0.2 MILE
 EN0666'NE OF U.S. HIGHWAY 370.
 EN0666'
 EN0666'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1 AND AZIMUTH MARKS
 EN0666'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 EN0666'
 EN0666'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A
 EN0666'DRILL HOLE IN A BOULDER.
 EN0666'
 EN0666'AZIMUTH MARK IS 0.35 MILE.  TO REACH FROM STATION, FOLLOW
 EN0666'LANE S 0.25 MILE TO RAILROAD TRACKS AND HIGHWAY, TURN LEFT
 EN0666'ON HIGHWAY AND GO 0.5 MILE.  MARK IS SET IN E RIGHT-OF-WAY
 EN0666'FENCE OF RAILROAD PROPERTY.
 EN0666'
 EN0666'TO REACH THE STATION FROM THE COURTHOUSE IN MEMPHIS, GO SE
 EN0666'3.2 MILES ON U.S. HIGHWAY 370 AND TURN LEFT (E) ON T-ROAD,
 EN0666'CROSS RAILROAD TRACKS, TURN LEFT (N) THROUGH WIRE GATE, GO
 EN0666'0.25 MILE ON LANE TO HOUSE ON HILL AND STATION.
 EN0666'
 EN0666'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 EN0666
 EN0666                          STATION RECOVERY (1955)
 EN0666
 EN0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 EN0666'STATION FOUND IN GOOD CONDITION.  NEW DESCRIPTION--TO REACH
 EN0666'THE STATION FROM THE COURTHOUSE IN MEMPHIS, GO 3.6 MILES
 EN0666'SE ON U.S. HIGHWAY 287, TURN LEFT (E) ON T-ROAD, CROSS R.R.
 EN0666'TRACKS, TURN LEFT (N) ON PRIVATE ROAD, GO 0.25 MILE TO HOUSE
 EN0666'ON HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0930 ***********************************************************************
 BP0930  DESIGNATION -  BEARD
 BP0930  PID         -  BP0930
 BP0930  STATE/COUNTY-  TX/PECOS
 BP0930  USGS QUAD   -  BARRILLA MOUNTAINS EAST (1980)
 BP0930
 BP0930                         *CURRENT SURVEY CONTROL
 BP0930  ___________________________________________________________________
 BP0930* NAD 83(1993)-  30 49 40.73245(N)    103 31 12.91199(W)     ADJUSTED  
 BP0930* NAVD 88     -      1528.0    (meters)    5013.     (feet)  VERTCON   
 BP0930  ___________________________________________________________________
 BP0930  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 BP0930  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BP0930
 BP0930  HORZ ORDER  -  FIRST
 BP0930
 BP0930.The horizontal coordinates were established by classical geodetic methods
 BP0930.and adjusted by the National Geodetic Survey in February 1996..
 BP0930
 BP0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0930
 BP0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0930
 BP0930.The geoid height was determined by GEOID03.
 BP0930
 BP0930;                    North         East     Units Scale Factor Converg.
 BP0930;SPC TX C     - 3,133,104.286   395,166.945   MT  0.99988630   -1 38 29.2
 BP0930;SPC TX C     -10,279,192.98  1,296,476.89   sFT  0.99988630   -1 38 29.2
 BP0930;UTM  13      - 3,411,474.873   641,526.056   MT  0.99984708   +0 45 30.4
 BP0930
 BP0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0930!SPC TX C     -   0.99976364  x   0.99988630  =   0.99964997
 BP0930!UTM  13      -   0.99976364  x   0.99984708  =   0.99961075
 BP0930
 BP0930|---------------------------------------------------------------------|
 BP0930| PID    Reference Object                     Distance      Geod. Az  |
 BP0930|                                                           dddmmss.s |
 BP0930| CH7937 BEARD RM 1                           11.503 METERS 09950     |
 BP0930| CH7935 BEARD AZ MK                                        2111926.0 |
 BP0930| CH7936 BEARD RM                              2.752 METERS 23912     |
 BP0930|---------------------------------------------------------------------|
 BP0930
 BP0930                          SUPERSEDED SURVEY CONTROL
 BP0930
 BP0930  NAD 83(1986)-  30 49 40.73283(N)    103 31 12.91404(W) AD(       ) 1
 BP0930  NAD 27      -  30 49 40.18500(N)    103 31 11.27000(W) AD(       ) 1
 BP0930  NGVD 29 (07/19/86) 1527.6    (m)         5012.     (f) VERT ANG       
 BP0930
 BP0930.Superseded values are not recommended for survey control.
 BP0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0930.See file dsdata.txt to determine how the superseded data were derived.
 BP0930
 BP0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ4152611475(NAD 83)
 BP0930_MARKER: DS = TRIANGULATION STATION DISK
 BP0930_SETTING: 80 = SET IN A BOULDER
 BP0930_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BP0930
 BP0930  HISTORY     - Date     Condition        Report By
 BP0930  HISTORY     - 1917     MONUMENTED       CGS
 BP0930  HISTORY     - 1935     GOOD             CGS
 BP0930  HISTORY     - 1960     MARK NOT FOUND   LOCENG
 BP0930
 BP0930                          STATION DESCRIPTION
 BP0930
 BP0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BP0930'STATION IS ABOUT 50 MILES S OF W FROM FORT STOCKTON, 20 MILES
 BP0930'NW FROM HOVEY, A TOWN ON THE KANSAS CITY, MEXICO AND ORIENT
 BP0930'RAILROAD, 5 MILES NW FROM STONES RANCH, WHICH IS LOCATED
 BP0930'ABOUT 2 MILES N OF THE FORT STOCKTON-LYMPIA CREEK FORT DAVIS
 BP0930'ROAD, ON THE HIGHEST POINT OF BEARD MOUNTAIN, WHICH FORMS
 BP0930'A KNOB AT ITS NORTHEASTERN END, AND IMMEDIATELY N OF A LARGE
 BP0930'ROCKY OUTCROP WHICH MARKS THE HIGHEST POINT OF THE MOUNTAIN.
 BP0930'
 BP0930'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 BP0930'IN DRILL HOLES IN BOULDERS.
 BP0930'
 BP0930'REFERENCE MARK IS 1 METER (3 FEET) ABOVE AND 2.76 METERS (9.1 FEET)
 BP0930'FROM STATION S 59 DEG 18 MIN W.  ELEVATION OF STATION,
 BP0930'1,527.6 METERS (5,012 FEET).
 BP0930
 BP0930                          STATION RECOVERY (1935)
 BP0930
 BP0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0930'STATION IS ABOUT 40 MILES WSW OF FORT STOCKTON AND IS LOCATED
 BP0930'ON THE HIGHEST POINT OF BEARD MOUNTAIN WHICH IS THE MOST
 BP0930'PROMINENT PEAK IN THE VICINITY.  THE STATION IS ON THE KNOB
 BP0930'AT THE NORTHEASTERN END OF THE MOUNTAIN AND IS IMMEDIATELY
 BP0930'NE OF A ROCK OUTCROP WHICH IS ABOUT ONE METER ABOVE THE STATION.
 BP0930'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 BP0930'IN A DEPRESSION IN A BOULDER.
 BP0930'
 BP0930'THE REFERENCE MARK, ESTABLISHED IN 1917, WAS RECOVERED.  IT
 BP0930'IS 9.03 FEET SW OF THE STATION AND IS ON THE TOP OF THE ROCK
 BP0930'OUTCROP.
 BP0930'
 BP0930'A NEW REFERENCE MARK (REFERENCE MARK NO. 1, 1935) WAS ESTABLISHED,
 BP0930'IT IS A STANDARD BRONZE DISK SET IN CONCRETE IN A DEPRESSION IN
 BP0930'OUTCROPPING BEDROCK.
 BP0930'
 BP0930'A NEW AZIMUTH MARK WAS ESTABLISHED.  IT IS A STANDARD BRONZE
 BP0930'DISK SET IN CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK.
 BP0930'IT IS ABOUT 1/2 MILE SW OF THE STATION AND IS ON THE POINT OF
 BP0930'THE RIDGE WHICH EXTENDS TO THE SW AND CURVES TO THE S.
 BP0930'
 BP0930'THE STATION IS REACHED FROM FORT STOCKTON BY GOING W FROM
 BP0930'THE INTERSECTION OF U.S. HIGHWAY 290 AND STATE HIGHWAY 27
 BP0930'(ABOUT 1/2 MILE NW OF FORT STOCKTON) 29.0 MILES ON U.S.
 BP0930'HIGHWAY 290 TO ALPINE AND HOVEY ROADS LEADING OFF THE HIGHWAY
 BP0930'TO THE S.  TURN S ON THIS BLADED ROAD AND GO 8.3 MILES.  TURN
 BP0930'RIGHT OR W ON ANOTHER BLADED ROAD AND GO 1.2 MILES.  PASS
 BP0930'OVER A CATTLE GUARD AND PASS BETWEEN DEEP WELL RANCH HOUSE AND
 BP0930'BARN.  CONTINUE WESTERLY ON THE MAIN ROAD 0.5 MILE.  TAKE THE
 BP0930'LEFT FORK AND DRIVE SOUTHWESTERLY 4.0 MILES.  CROSS A CATTLE
 BP0930'GUARD ABOUT 1/4 MILE W OF A WINDMILL AND GO W ALONG THE S
 BP0930'SIDE OF THE FENCE 1.1 MILES.  PASS THROUGH A WOOD GATE W OF
 BP0930'THE RANCH HOUSE AND CONTINUE WESTERLY ON THE TRAIL 0.4 MILE.
 BP0930'TAKE A DIM RIGHT FORK AND GO WEST-NORTHWESTERLY 0.6
 BP0930'MILE.  PASS THROUGH THE WIRE GATE AND CONTINUE
 BP0930'WEST-NORTHWESTERLY ON THE DIM TRAIL 1.4 MILES TO A LARGE
 BP0930'DIRT TANK.  LEAVE THE TRAIL AND PASS TO THE W SIDE OF THE
 BP0930'TANK.  DRIVE UP THE CREEK BOTTOM ABOUT 1/2 MILE, THEN DRIVE
 BP0930'UP THE RIDGE TO THE RIGHT OR E.  PICK THE WAY ALONG THE
 BP0930'TOP OF THE RIDGE NORTHEASTERLY TOWARD A DEEP SADDLE WITH A
 BP0930'WHITE SCAR ON THE FAR RIDGE.  DRIVE ABOUT 1.5 MILES FROM THE
 BP0930'DIRT TANK.  FROM THIS POINT PACK UP INTO THE SADDLE, CROSS
 BP0930'THE CANYON TO THE N, PASS AROUND THE KNOB ON ITS E SLOPE,
 BP0930'FOLLOW DEER TRAILS TO THE TOP OF THE RIDGE, AND FOLLOW THE
 BP0930'RIDGE NORTHEASTERLY TO THE TOP OF THE PEAK AND THE
 BP0930'STATION.  IT IS ABOUT A 50-MINUTE PACK.
 BP0930'
 BP0930'A 4-FOOT STAND WAS ERECTED.
 BP0930
 BP0930                          STATION RECOVERY (1960)
 BP0930
 BP0930'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 BP0930'STATION NOT RECOVERED.  A LARGE CAIRN HAD BEEN BUILT OVER
 BP0930'THE STATION.  THIS CAIRN WAS MOVED BUT NO MARKER WAS FOUND.
 BP0930'BOTH REFERENCE MARKERS WERE LOCATED AND FOUND IN GOOD CONDITION.
 BP0930'NO EFFORT WAS MADE TO RECOVER THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0604 ***********************************************************************
 EN0604  DESIGNATION -  BEARD 1935
 EN0604  PID         -  EN0604
 EN0604  STATE/COUNTY-  TX/HALL
 EN0604  USGS QUAD   -  ESTELLINE NW (1984)
 EN0604
 EN0604                         *CURRENT SURVEY CONTROL
 EN0604  ___________________________________________________________________
 EN0604* NAD 83(1986)-  34 41 33.     (N)    100 29 36.     (W)     SCALED    
 EN0604* NAVD 88     -       622.053  (meters)    2040.85   (feet)  ADJUSTED  
 EN0604  ___________________________________________________________________
 EN0604  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 EN0604  DYNAMIC HT  -         621.359 (meters)    2038.58  (feet)  COMP
 EN0604  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 EN0604
 EN0604  VERT ORDER  -  FIRST     CLASS II
 EN0604
 EN0604.The horizontal coordinates were scaled from a topographic map and have
 EN0604.an estimated accuracy of +/- 6 seconds.
 EN0604
 EN0604.The orthometric height was determined by differential leveling
 EN0604.and adjusted by the National Geodetic Survey in June 1991..
 EN0604
 EN0604.The geoid height was determined by GEOID03.
 EN0604
 EN0604.The dynamic height is computed by dividing the NAVD 88
 EN0604.geopotential number by the normal gravity value computed on the
 EN0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0604.degrees latitude (g = 980.6199 gals.).
 EN0604
 EN0604.The modeled gravity was interpolated from observed gravity values.
 EN0604
 EN0604;                    North         East    Units  Estimated Accuracy
 EN0604;SPC TX N     - 1,077,300.      292,240.      MT  (+/- 180 meters Scaled)
 EN0604
 EN0604                          SUPERSEDED SURVEY CONTROL
 EN0604
 EN0604.No superseded survey control is available for this station.
 EN0604
 EN0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD632399(NAD 83)
 EN0604_MARKER: DS = TRIANGULATION STATION DISK
 EN0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0604_SP_SET: CONCRETE POST
 EN0604_STAMPING: BEARD 1935
 EN0604_MARK LOGO: CGS   
 EN0604_PROJECTION: PROJECTING 5 CENTIMETERS
 EN0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0604+STABILITY: SURFACE MOTION
 EN0604
 EN0604  HISTORY     - Date     Condition        Report By
 EN0604  HISTORY     - 1935     MONUMENTED       CGS
 EN0604  HISTORY     - 1984     GOOD             NGS
 EN0604
 EN0604                          STATION DESCRIPTION
 EN0604
 EN0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0604'5.9 KM (3.65 MI) SE FROM MEMPHIS.
 EN0604'5.4 KM (3.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0604'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, THENCE 0.1 KM (0.05 MI)
 EN0604'EAST ALONG A DIRT ROAD, THENCE 0.4 KM (0.25 MI) NORTH ALONG A FIELD
 EN0604'ROAD TO THE TOP OF A HILL, 21.0 M (68.9 FT) NORTHEAST OF THE CENTER OF
 EN0604'THE ROAD, AND 5.2 M (17.1 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD.
 EN0604'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EN0604'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0931 ***********************************************************************
 BP0931  DESIGNATION -  BEARD 2
 BP0931  PID         -  BP0931
 BP0931  STATE/COUNTY-  TX/PECOS
 BP0931  USGS QUAD   -  BARRILLA MOUNTAINS EAST (1980)
 BP0931
 BP0931                         *CURRENT SURVEY CONTROL
 BP0931  ___________________________________________________________________
 BP0931* NAD 83(1993)-  30 49 39.66310(N)    103 31 13.10146(W)     ADJUSTED  
 BP0931* NAVD 88     -      1531.9    (meters)    5026.     (feet)  VERTCON   
 BP0931  ___________________________________________________________________
 BP0931  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 BP0931  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BP0931  OBS GRAVITY -     978,958.0   (mgal)                       GRAV_OBS
 BP0931
 BP0931  HORZ ORDER  -  FIRST
 BP0931
 BP0931.The horizontal coordinates were established by classical geodetic methods
 BP0931.and adjusted by the National Geodetic Survey in February 1996..
 BP0931
 BP0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0931
 BP0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0931
 BP0931.The geoid height was determined by GEOID03.
 BP0931.The observed gravity was obtained from relative gravimeter ties
 BP0931.to the IGSN71 gravity network.
 BP0931
 BP0931;                    North         East     Units Scale Factor Converg.
 BP0931;SPC TX C     - 3,133,071.516   395,160.969   MT  0.99988631   -1 38 29.3
 BP0931;SPC TX C     -10,279,085.47  1,296,457.28   sFT  0.99988631   -1 38 29.3
 BP0931;UTM  13      - 3,411,441.882   641,521.458   MT  0.99984706   +0 45 30.3
 BP0931
 BP0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0931!SPC TX C     -   0.99976303  x   0.99988631  =   0.99964936
 BP0931!UTM  13      -   0.99976303  x   0.99984706  =   0.99961012
 BP0931
 BP0931|---------------------------------------------------------------------|
 BP0931| PID    Reference Object                     Distance      Geod. Az  |
 BP0931|                                                           dddmmss.s |
 BP0931| CH7941 BEARD 2 RM 1                         18.728 METERS 00922     |
 BP0931| CH7942 BEARD 2 RM 2                         19.182 METERS 24710     |
 BP0931| BQ0407 MCDONALD OBSERVATORY 107 RESET      APPROX.51.1 KM 2502016.4 |
 BP0931|---------------------------------------------------------------------|
 BP0931
 BP0931                          SUPERSEDED SURVEY CONTROL
 BP0931
 BP0931  NAD 83(1986)-  30 49 39.66313(N)    103 31 13.10067(W) AD(       ) 1
 BP0931  NAD 27      -  30 49 39.11610(N)    103 31 11.46498(W) AD(       ) 1
 BP0931  NGVD 29 (07/19/86) 1531.5    (m)         5025.     (f) VERT ANG       
 BP0931
 BP0931.Superseded values are not recommended for survey control.
 BP0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0931.See file dsdata.txt to determine how the superseded data were derived.
 BP0931
 BP0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ4152111442(NAD 83)
 BP0931_MARKER: DS = TRIANGULATION STATION DISK
 BP0931_SETTING: 66 = SET IN ROCK OUTCROP
 BP0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0931+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BP0931
 BP0931  HISTORY     - Date     Condition        Report By
 BP0931  HISTORY     - 1977     MONUMENTED       NGS
 BP0931  HISTORY     - 1986     GOOD
 BP0931
 BP0931                          STATION DESCRIPTION
 BP0931
 BP0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BP0931'THE STATION IS ABOUT 18-1/2 MILES SOUTHEAST OF BALMORHEA,
 BP0931'19-1/2 MILES EAST SOUTHEAST OF TOYAHVALE 28-1/2 MILES NORTHEAST
 BP0931'OF FORT DAVIS AND ATOP OF THE HIGHEST POINT ON BEARD MOUNTAIN.
 BP0931'
 BP0931'TO REACH THE STATION FROM THE POST OFFICE IN BALMORHEA, GO EAST
 BP0931'ON U.S. HIGHWAY 290 AND STATE HIGHWAY 17 FOR 2.9 MILES A RAMP
 BP0931'ENTRANCE AND SERVICE ROAD TO INTERSTATE 10. KEEP RIGHT AND
 BP0931'FOLLOW THE SERVICE ROAD EAST FOR 2.0 MILES TO THE ENTRANCE TO
 BP0931'THE (U-RANCH) ON THE RIGHT. TURN RIGHT AND GO SOUTHERLY ON A
 BP0931'DIRT RANCH ROAD FOR 5.5 MILES TO THE RANCH HEADQUARTERS AND
 BP0931'CATTLE PENS. TURN RIGHT ON A DIRT ROAD AND GO WEST FOR 1.3
 BP0931'MILES TO A GATE ON THE LEFT AT A POND. TURN LEFT AND GO
 BP0931'THROUGH THE GATE AND GO SOUTHERLY UP THE MOUNTAIN ON THE MAIN
 BP0931'TRAVELED ROAD FOR 0.85 MILE TO A WATER TANK ON HE LEFT.
 BP0931'CONTINUE SOUTH ROAD FOR 0.85 MILE TO A WATER TANK ON THE
 BP0931'LEFT. CONTINUE SOUTHERLY ON THE MAIN TRACK ROAD AND
 BP0931'FOLLOWING A POWERLINE FOR 1.8 MILES ALONG THE TOP OF THE
 BP0931'RIDGE TO THE HIGHEST POINT OF THE MOUNTAIN AND THE STATION.
 BP0931'
 BP0931'THE STATION MARK, STAMPED---BEARD 2 1977---, IS A STANDARD DISK
 BP0931'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 BP0931'GROUND. IT IS 56 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 BP0931'CENTER OF THE TRACK ROAD, 60 FEET SOUTHWEST OF THE NORTHWESTERN
 BP0931'MOST OF TWO POLES, 78 FEET NORTH-NORTHEAST OF A WOODEN RAIN
 BP0931'GUAGE POST AND 121 FEET WEST OF THE WESTERNMOST CORNER OF A
 BP0931'SMALL CINDER BLOCK BUILDING.
 BP0931'
 BP0931'REFERENCE MARK 1, STAMPED---BEARD 2 NO 1 1977---, IS A
 BP0931'STANDARD DISK CEMENTED IN A DRILL HOLE IN AN IRREGULAR
 BP0931'PROJECTION OF BEDROCK THAT PROTRUDES FROM THE SIDE OF THE HILL
 BP0931'IT IS 27.5 FEET WEST OF THE NORTH-WESTERNMOST OF TWO POLES.
 BP0931'
 BP0931'REFERENCE MARK 2, STAMPED---BEARD 2 NO 2 1977---, IS A
 BP0931'STANDARD DISK CEMENTED IN A DRILL HOLE IN A SLIGHTLY PROJECTING
 BP0931'PROTRUSION OF BEDROCK. IT IS 56 FEET NORTHWEST OF THE RAIN
 BP0931'GUAGE POST AND 93 FEET WEST-NORTHWEST OF THE TRACK ROAD.
 BP0931'
 BP0931'STATION BEARD 1917 WAS NOT RECOVERED , THE REFERENCE
 BP0931'MARKS AND THE AZIMUTH MARK WERE NOT TIED TO NOR RECOVERED AT
 BP0931'THIS TIME.
 BP0931'
 BP0931'THE DISTANCE BETWEEN REFERENCE MARKS WERE NOT MEASURED DUE TO
 BP0931'THE TERRAIN.
 BP0931'
 BP0931'THE HEIGHT OF LIGHT SHOWN FROM ABOVE THE MARK WAS 2.0 METERS
 BP0931
 BP0931                          STATION RECOVERY (1986)
 BP0931
 BP0931'RECOVERED 1986
 BP0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1037 ***********************************************************************
 CD1037  DESIGNATION -  BEARGRASS
 CD1037  PID         -  CD1037
 CD1037  STATE/COUNTY-  TX/HUDSPETH
 CD1037  USGS QUAD   -  SIERRA BLANCA SW (1964)
 CD1037
 CD1037                         *CURRENT SURVEY CONTROL
 CD1037  ___________________________________________________________________
 CD1037* NAD 83(1993)-  31 07 03.56359(N)    105 22 37.94504(W)     ADJUSTED  
 CD1037* NAVD 88     -      1345.17   (+/-2cm)    4413.3    (feet)  VERTCON   
 CD1037  ___________________________________________________________________
 CD1037  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 CD1037  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CD1037
 CD1037  HORZ ORDER  -  FIRST
 CD1037  VERT ORDER  -  THIRD ? (See Below)
 CD1037
 CD1037.The horizontal coordinates were established by classical geodetic methods
 CD1037.and adjusted by the National Geodetic Survey in February 1996..
 CD1037
 CD1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1037.The vertical order pertains to the NGVD 29 superseded value.
 CD1037
 CD1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1037
 CD1037.The geoid height was determined by GEOID03.
 CD1037
 CD1037;                    North         East     Units Scale Factor Converg.
 CD1037;SPC TX C     - 3,171,753.956   219,101.750   MT  0.99988379   -2 35 52.4
 CD1037;SPC TX C     -10,405,996.10    718,836.32   sFT  0.99988379   -2 35 52.4
 CD1037;UTM  13      - 3,442,702.539   464,033.705   MT  0.99961596   -0 11 41.8
 CD1037
 CD1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1037!SPC TX C     -   0.99979245  x   0.99988379  =   0.99967626
 CD1037!UTM  13      -   0.99979245  x   0.99961596  =   0.99940849
 CD1037
 CD1037|---------------------------------------------------------------------|
 CD1037| PID    Reference Object                     Distance      Geod. Az  |
 CD1037|                                                           dddmmss.s |
 CD1037| CH7944 BEARGRASS RM 1                       11.270 METERS 13311     |
 CD1037| CH7943 BEARGRASS AZ MK                                    1403310.1 |
 CD1037| CH7945 BEARGRASS RM 2                       14.590 METERS 23748     |
 CD1037| CD1065 MOUNTAIN PEAK S OF QUITMAN 2        APPROX.11.9 KM 2704801.8 |
 CD1037|---------------------------------------------------------------------|
 CD1037
 CD1037                          SUPERSEDED SURVEY CONTROL
 CD1037
 CD1037  NAD 83(1986)-  31 07 03.57157(N)    105 22 37.93993(W) AD(       ) 1
 CD1037  NAD 27      -  31 07 03.10400(N)    105 22 36.10300(W) AD(       ) 1
 CD1037  NGVD 29 (07/19/86) 1344.58   (m)         4411.3    (f) LEVELING    3  
 CD1037
 CD1037.Superseded values are not recommended for survey control.
 CD1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1037.See file dsdata.txt to determine how the superseded data were derived.
 CD1037
 CD1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6403442703(NAD 83)
 CD1037_MARKER: DS = TRIANGULATION STATION DISK
 CD1037_SETTING: 66 = SET IN ROCK OUTCROP
 CD1037
 CD1037  HISTORY     - Date     Condition        Report By
 CD1037  HISTORY     - 1934     MONUMENTED       CGS
 CD1037  HISTORY     - 1963     GOOD             USGS
 CD1037
 CD1037                          STATION DESCRIPTION
 CD1037
 CD1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1037'STATION IS 4 MILES AIRLINE SSW OF SIERRA BLANCA.  IT IS IN
 CD1037'THE CENTER OF A LOW ROCKY RIDGE, A FEW HUNDRED YARDS LONG
 CD1037'RUNNING E AND W.  THIS RIDGE IS ONLY ABOUT 40 FEET HIGHER THAN
 CD1037'THE SURROUNDING GROUND.
 CD1037'
 CD1037'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CD1037'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CD1037'
 CD1037'REFERENCE MARK NO. 1 IS 11.27 METERS SE OF THE STATION.
 CD1037'
 CD1037'REFERENCE MARK NO. 2 IS 14.59 METERS SW OF THE STATION.
 CD1037'
 CD1037'AZIMUTH MARK IS SSE OF THE STATION IN ROCK OUTCROP 150.0 FEET
 CD1037'E OF THE CENTER OF E FORK OF MAIN ROAD TO SIERRA BLANCA.
 CD1037'
 CD1037'THE POINTED PEAK IS THE HIGHEST PEAK DUE W OF THE STATION.
 CD1037'
 CD1037'STATION MAY BE REACHED FROM SIERRA BLANCA BY GOING E ON
 CD1037'U.S. HIGHWAY 80, 0.4 MILE TO A FORK.  HERE LEAVE THE MAIN ROAD
 CD1037'AND TURN S, RIGHT, ON THE QUITMAN CANYON GRADED ROAD, PASSING
 CD1037'BETWEEN HOUSES AT THE EDGE OF TOWN.  DRIVE 4.7 MILES TO A
 CD1037'FORK.  LEAVE ROAD AT FORKS AND DRIVE NW, RIGHT, ACROSS COUNTRY
 CD1037'0.2 MILE TO TOP OF LOW ROCKY RIDGE AND STATION.
 CD1037'
 CD1037'WATER MAY BE OBTAINED AT SIERRA BLANCA.
 CD1037'
 CD1037'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CD1037
 CD1037                          STATION RECOVERY (1963)
 CD1037
 CD1037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (WCN)
 CD1037'STATION MARK--STANDARD NGS DISK, SET IN LARGE ROCK OUTCROPPING,
 CD1037'AND STAMPED -BEARGRASS 1934-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6887 ***********************************************************************
 AW6887  DESIGNATION -  BEASLEY EVAN CHURCH CROSS
 AW6887  PID         -  AW6887
 AW6887  STATE/COUNTY-  TX/FORT BEND
 AW6887  USGS QUAD   -  KENDLETON (1981)
 AW6887
 AW6887                         *CURRENT SURVEY CONTROL
 AW6887  ___________________________________________________________________
 AW6887* NAD 83(1993)-  29 29 40.82494(N)    095 55 02.27414(W)     ADJUSTED  
 AW6887* NAVD 88     -                                                        
 AW6887  ___________________________________________________________________
 AW6887  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6887  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6887
 AW6887  HORZ ORDER  -  THIRD
 AW6887
 AW6887.The horizontal coordinates were established by classical geodetic methods
 AW6887.and adjusted by the National Geodetic Survey in February 1996..
 AW6887
 AW6887
 AW6887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6887
 AW6887.The geoid height was determined by GEOID03.
 AW6887
 AW6887;                    North         East     Units Scale Factor Converg.
 AW6887;SPC TXSC     - 4,188,059.568   898,859.433   MT  0.99986712   +1 30 36.9
 AW6887;SPC TXSC     -13,740,325.43  2,949,007.99   sFT  0.99986712   +1 30 36.9
 AW6887;UTM  15      - 3,266,340.409   217,155.354   MT  1.00058725   -1 26 14.2
 AW6887;UTM  14      - 3,266,754.400   798,889.018   MT  1.00070245   +1 31 07.9
 AW6887
 AW6887                          SUPERSEDED SURVEY CONTROL
 AW6887
 AW6887  NAD 83(1986)-  29 29 40.83837(N)    095 55 02.25767(W) AD(       ) 4
 AW6887  NAD 27      -  29 29 39.96600(N)    095 55 01.42400(W) AD(       ) 3
 AW6887
 AW6887.Superseded values are not recommended for survey control.
 AW6887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6887.See file dsdata.txt to determine how the superseded data were derived.
 AW6887
 AW6887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1715566340(NAD 83)
 AW6887_MARKER: 91 = CHURCH CROSS
 AW6887
 AW6887  HISTORY     - Date     Condition        Report By
 AW6887  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6887  HISTORY     - 19951210 GOOD             USPSQD
 AW6887  HISTORY     - 19971122 GOOD             USPSQD
 AW6887  HISTORY     - 19980207 GOOD             USPSQD
 AW6887
 AW6887                          STATION DESCRIPTION
 AW6887
 AW6887'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6887'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF BEASLEY, ABOUT
 AW6887'70 FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET AND 40
 AW6887'FEET NORTH OF THE CENTER OF AN EAST-WEST STREET.  THE CROSS
 AW6887'IS AT THE TOP OF A SMALL SPIRE WHICH IS ON TOP THE BELFRY
 AW6887'AT THE SOUTH END OF THE CHURCH.  THE OVERALL HEIGHT IS ABOUT
 AW6887'65 FEET.
 AW6887'
 AW6887'THE CROSS WAS OBSERVED.
 AW6887
 AW6887                          STATION RECOVERY (1995)
 AW6887
 AW6887'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6887'RECOVERED IN GOOD CONDITION.
 AW6887
 AW6887                          STATION RECOVERY (1997)
 AW6887
 AW6887'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6887'RECOVERED IN GOOD CONDITION.
 AW6887
 AW6887                          STATION RECOVERY (1998)
 AW6887
 AW6887'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6888 ***********************************************************************
 AW6888  DESIGNATION -  BEASLEY LUTH CHURCH CROSS
 AW6888  PID         -  AW6888
 AW6888  STATE/COUNTY-  TX/FORT BEND
 AW6888  USGS QUAD   -  KENDLETON (1981)
 AW6888
 AW6888                         *CURRENT SURVEY CONTROL
 AW6888  ___________________________________________________________________
 AW6888* NAD 83(1993)-  29 30 00.01142(N)    095 55 08.77571(W)     ADJUSTED  
 AW6888* NAVD 88     -                                                        
 AW6888  ___________________________________________________________________
 AW6888  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6888  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6888
 AW6888  HORZ ORDER  -  THIRD
 AW6888
 AW6888.The horizontal coordinates were established by classical geodetic methods
 AW6888.and adjusted by the National Geodetic Survey in February 1996..
 AW6888
 AW6888
 AW6888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6888
 AW6888.The geoid height was determined by GEOID03.
 AW6888
 AW6888;                    North         East     Units Scale Factor Converg.
 AW6888;SPC TXSC     - 4,188,645.423   898,668.829   MT  0.99986738   +1 30 33.7
 AW6888;SPC TXSC     -13,742,247.53  2,948,382.65   sFT  0.99986738   +1 30 33.7
 AW6888;UTM  15      - 3,266,935.718   216,995.013   MT  1.00058837   -1 26 18.2
 AW6888;UTM  14      - 3,267,340.714   798,698.165   MT  1.00070105   +1 31 05.6
 AW6888
 AW6888                          SUPERSEDED SURVEY CONTROL
 AW6888
 AW6888  NAD 83(1986)-  29 30 00.02491(N)    095 55 08.75924(W) AD(       ) 4
 AW6888  NAD 27      -  29 29 59.15200(N)    095 55 07.92500(W) AD(       ) 3
 AW6888
 AW6888.Superseded values are not recommended for survey control.
 AW6888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6888.See file dsdata.txt to determine how the superseded data were derived.
 AW6888
 AW6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1699566936(NAD 83)
 AW6888_MARKER: 91 = CHURCH CROSS
 AW6888
 AW6888  HISTORY     - Date     Condition        Report By
 AW6888  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6888  HISTORY     - 19951210 GOOD             USPSQD
 AW6888  HISTORY     - 19971122 GOOD             USPSQD
 AW6888  HISTORY     - 19980207 GOOD             USPSQD
 AW6888
 AW6888                          STATION DESCRIPTION
 AW6888
 AW6888'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6888'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF BEASLEY
 AW6888'AND ABOUT 70 FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET.
 AW6888'THE CROSS IS AT THE TOP OF A SMALL SPIRE WHICH IS AT THE TOP
 AW6888'OF THE BELFRY AT THE EAST END OF THE CHURCH.  THE OVERALL
 AW6888'HEIGHT IS ABOUT 65 FEET.
 AW6888'
 AW6888'THE CROSS WAS OBSERVED.
 AW6888
 AW6888                          STATION RECOVERY (1995)
 AW6888
 AW6888'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6888'RECOVERED IN GOOD CONDITION.
 AW6888
 AW6888                          STATION RECOVERY (1997)
 AW6888
 AW6888'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6888'RECOVERED IN GOOD CONDITION.
 AW6888
 AW6888                          STATION RECOVERY (1998)
 AW6888
 AW6888'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1473 ***********************************************************************
 AB1473  DESIGNATION -  BEAT 1913
 AB1473  PID         -  AB1473
 AB1473  STATE/COUNTY-  TX/KENEDY
 AB1473  USGS QUAD   -  POTRERO LOPENO NW (1975)
 AB1473
 AB1473                         *CURRENT SURVEY CONTROL
 AB1473  ___________________________________________________________________
 AB1473* NAD 83(1993)-  26 56 39.33071(N)    097 22 31.19067(W)     ADJUSTED  
 AB1473* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1473  ___________________________________________________________________
 AB1473  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AB1473  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AB1473
 AB1473  HORZ ORDER  -  THIRD
 AB1473
 AB1473.The horizontal coordinates were established by classical geodetic methods
 AB1473.and adjusted by the National Geodetic Survey in February 1996..
 AB1473
 AB1473.The orthometric height was scaled from a topographic map.
 AB1473
 AB1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1473
 AB1473.The geoid height was determined by GEOID03.
 AB1473
 AB1473;                    North         East     Units Scale Factor Converg.
 AB1473;SPC TX S     - 5,142,043.834   411,670.738   MT  0.99989528   +0 30 38.2
 AB1473;SPC TX S     -16,870,188.81  1,350,623.08   sFT  0.99989528   +0 30 38.2
 AB1473;UTM  14      - 2,981,297.713   661,284.097   MT  0.99992113   +0 44 10.8
 AB1473
 AB1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1473!SPC TX S     -   1.00000345  x   0.99989528  =   0.99989873
 AB1473!UTM  14      -   1.00000345  x   0.99992113  =   0.99992458
 AB1473
 AB1473:                Primary Azimuth Mark                     Grid Az
 AB1473:SPC TX S     -  LOPENA                                   294 31 26.0
 AB1473:UTM  14      -  LOPENA                                   294 17 53.4
 AB1473
 AB1473|---------------------------------------------------------------------|
 AB1473| PID    Reference Object                     Distance      Geod. Az  |
 AB1473|                                                           dddmmss.s |
 AB1473| AB1468 LOPENA                              APPROX.10.4 KM 2950204.2 |
 AB1473|---------------------------------------------------------------------|
 AB1473
 AB1473                          SUPERSEDED SURVEY CONTROL
 AB1473
 AB1473  NAD 83(1986)-  26 56 39.34974(N)    097 22 31.16309(W) AD(       ) 3
 AB1473  NAD 27      -  26 56 38.14600(N)    097 22 30.21700(W) AD(       ) 3
 AB1473
 AB1473.Superseded values are not recommended for survey control.
 AB1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1473.See file dsdata.txt to determine how the superseded data were derived.
 AB1473
 AB1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6128481298(NAD 83)
 AB1473_MARKER: Z = SEE DESCRIPTION
 AB1473_SETTING: 0 = UNSPECIFIED SETTING
 AB1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1473
 AB1473  HISTORY     - Date     Condition        Report By
 AB1473  HISTORY     - 1913     MONUMENTED       CGS
 AB1473  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1473  HISTORY     - 1969     MARK NOT FOUND   CGS
 AB1473
 AB1473                          STATION DESCRIPTION
 AB1473
 AB1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1473'STATION IS LOST.  NO REMAINS OF THIS STATION COULD BE FOUND.
 AB1473'THE TERRAIN HAS CHANGED CONSIDERABLY SINCE 1913.
 AB1473
 AB1473                          STATION RECOVERY (1969)
 AB1473
 AB1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB1473'THE STATION SITE AS PLOTTED ON THE USGS QUAD SHEETS WAS
 AB1473'VISITED AND NO TRACE OF ANY STATION MARKERS COULD BE FOUND.
 AB1473'THERE WAS NO DESCRIPTION AVAILABLE AS TO THE TYPE OF STATION
 AB1473'MARK SET AT THIS STATION.  THE STATION IS BELIEVED TO HAVE
 AB1473'BEEN LOST.
 AB1473'
 AB1473'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--32 MILES
 AB1473'SOUTHEAST OF SARITA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0261 ***********************************************************************
 BL0261  DESIGNATION -  BEAUMONT
 BL0261  PID         -  BL0261
 BL0261  STATE/COUNTY-  TX/JEFFERSON
 BL0261  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0261
 BL0261                         *CURRENT SURVEY CONTROL
 BL0261  ___________________________________________________________________
 BL0261* NAD 83(1993)-  30 03 22.06402(N)    094 06 20.44516(W)     ADJUSTED  
 BL0261* NAVD 88     -         5.88   (+/-2cm)      19.3    (feet)  VERTCON   
 BL0261  ___________________________________________________________________
 BL0261  X           -    -395,578.510 (meters)                     COMP
 BL0261  Y           -  -5,510,945.000 (meters)                     COMP
 BL0261  Z           -   3,175,749.787 (meters)                     COMP
 BL0261  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BL0261  ELLIP HEIGHT-         -21.72  (meters)          (06/17/02) GPS OBS
 BL0261  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL0261
 BL0261  HORZ ORDER  -  FIRST
 BL0261  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0261  ELLP ORDER  -  FIFTH     CLASS I
 BL0261
 BL0261.The horizontal coordinates were established by GPS observations
 BL0261.and adjusted by the National Geodetic Survey in February 1996..
 BL0261
 BL0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0261.The vertical order pertains to the NGVD 29 superseded value.
 BL0261
 BL0261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL0261
 BL0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0261
 BL0261.The ellipsoidal height was determined by GPS observations
 BL0261.and is referenced to NAD 83.
 BL0261
 BL0261.The geoid height was determined by GEOID03.
 BL0261
 BL0261;                    North         East     Units Scale Factor Converg.
 BL0261;SPC TXSC     - 4,256,224.456 1,071,803.838   MT  0.99994226   +2 23 52.0
 BL0261;SPC TXSC     -13,963,963.07  3,516,409.76   sFT  0.99994226   +2 23 52.0
 BL0261;SPC TX C     - 3,059,981.516 1,300,241.128   MT  1.00001671   +3 12 27.4
 BL0261;SPC TX C     -10,039,289.36  4,265,874.43   sFT  1.00001671   +3 12 27.4
 BL0261;UTM  15      - 3,325,520.033   393,416.540   MT  0.99974015   -0 33 13.8
 BL0261
 BL0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0261!SPC TXSC     -   1.00000341  x   0.99994226  =   0.99994567
 BL0261!SPC TX C     -   1.00000341  x   1.00001671  =   1.00002012
 BL0261!UTM  15      -   1.00000341  x   0.99974015  =   0.99974356
 BL0261
 BL0261:                Primary Azimuth Mark                     Grid Az
 BL0261:SPC TXSC     -  BEAUMONT TYRRELL RICE CO TANK            359 14 12.2
 BL0261:SPC TX C     -  BEAUMONT TYRRELL RICE CO TANK            358 25 36.8
 BL0261:UTM  15      -  BEAUMONT TYRRELL RICE CO TANK            002 11 18.0
 BL0261
 BL0261|---------------------------------------------------------------------|
 BL0261| PID    Reference Object                     Distance      Geod. Az  |
 BL0261|                                                           dddmmss.s |
 BL0261| BL2074 BEAUMONT TYRRELL RICE CO TANK       APPROX. 2.2 KM 0013804.2 |
 BL0261| BL2069 BEAUMONT MUNICIPAL TANK             APPROX. 4.2 KM 0065954.0 |
 BL0261| BL2084 BEAUMONT ST ANTHONY CH CROSS        APPROX. 2.4 KM 0105002.6 |
 BL0261| BL2064 BEAUMONT EDISON HOTEL STACK         APPROX. 3.2 KM 0105547.6 |
 BL0261| BL2059 BEAUMONT AMER BANK BLDG STK         APPROX. 3.0 KM 0111127.5 |
 BL0261| BL2065 BEAUMONT SAN JACINTO BLDG TWR       APPROX. 3.0 KM 0133836.3 |
 BL0261| BL2073 BEAUMONT HOTEL T IN HOTEL           APPROX. 2.9 KM 0142402.5 |
 BL0261| BL2078 BEAUMONT KING ED HOTEL STACK        APPROX. 2.9 KM 0182813.6 |
 BL0261| BL2071 BEAUMONT COURTHOUSE AIR BEACON      APPROX. 2.8 KM 0255956.0 |
 BL0261| BL2085 BEAUMONT TERM DOCKS MUN TANK        APPROX. 3.1 KM 0324924.7 |
 BL0261| BL2086 BEAUMONT MAGNOLIA PETROL STK        APPROX. 3.2 KM 0693246.7 |
 BL0261| BL2079 GULF STATES UTIL PWR PLANT STK      APPROX. 5.6 KM 0785621.8 |
 BL0261| BL2062 NECHES RIVER POWER LINE E TWR       APPROX. 7.4 KM 0895155.7 |
 BL0261| BL2058 NECHES RIVER POWER LINE W TWR       APPROX. 7.2 KM 0895201.6 |
 BL0261| BL2083 SOUTH PARK HIGH SCHOOL STACK        APPROX. 2.5 KM 1245603.1 |
 BL0261| CV8058 BEAUMONT RM 1                        42.949 METERS 13952     |
 BL0261| BL0262 BEAUMONT RM 2                        79.013 METERS 24533     |
 BL0261| CV8059 BEAUMONT RM 3                                      33109     |
 BL0261| BL2082 BEAUMONT STEINHEIGEN MILL TANK      APPROX. 2.5 KM 3440026.7 |
 BL0261|---------------------------------------------------------------------|
 BL0261
 BL0261                          SUPERSEDED SURVEY CONTROL
 BL0261
 BL0261  ELLIP H (02/16/96)  -21.64   (m)                       GP(       ) 5 1
 BL0261  NAD 83(1993)-  30 03 22.06360(N)    094 06 20.44545(W) AD(       ) 1
 BL0261  ELLIP H (01/21/93)  -21.63   (m)                       GP(       ) 4 2
 BL0261  NAD 83(1986)-  30 03 22.08331(N)    094 06 20.42615(W) AD(       ) 1
 BL0261  NAD 83(1986)-  30 03 22.08063(N)    094 06 20.42641(W) AD(       ) 1
 BL0261  NAD 27      -  30 03 21.31300(N)    094 06 19.78500(W) AD(       ) 1
 BL0261  NGVD 29 (??/??/92)    5.888  (m)           19.32   (f) ADJ UNCH    1 2
 BL0261
 BL0261.Superseded values are not recommended for survey control.
 BL0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0261.See file dsdata.txt to determine how the superseded data were derived.
 BL0261
 BL0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9341725520(NAD 83)
 BL0261_MARKER: DS = TRIANGULATION STATION DISK
 BL0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0261_SP_SET: CONCRETE POST
 BL0261_STAMPING: BEAUMONT 1931
 BL0261_MARK LOGO: CGS   
 BL0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0261+STABILITY: SURFACE MOTION
 BL0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0261+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 BL0261
 BL0261  HISTORY     - Date     Condition        Report By
 BL0261  HISTORY     - 1931     MONUMENTED       CGS
 BL0261  HISTORY     - 1933     GOOD             CGS
 BL0261  HISTORY     - 1954     GOOD             CGS
 BL0261  HISTORY     - 1960     GOOD             CGS
 BL0261  HISTORY     - 1964     GOOD             CGS
 BL0261  HISTORY     - 1972     GOOD             NGS
 BL0261  HISTORY     - 1983     GOOD             TXHD
 BL0261  HISTORY     - 1984     GOOD             USPSQD
 BL0261  HISTORY     - 1984     GOOD             USPSQD
 BL0261  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BL0261  HISTORY     - 1988     GOOD             USPSQD
 BL0261  HISTORY     - 19890506 GOOD             USPSQD
 BL0261  HISTORY     - 19891213 GOOD             MERRIC
 BL0261  HISTORY     - 19900213 GOOD
 BL0261  HISTORY     - 19921017 GOOD             NOS
 BL0261  HISTORY     - 20041127 GOOD             USPSQD
 BL0261
 BL0261                          STATION DESCRIPTION
 BL0261
 BL0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BL0261'IN THE CITY OF BEAUMONT, ON THE N SIDE OF WASHINGTON BOULEVARD,
 BL0261'JUST W OF THE CROSSING OF THE BEAUMONT AND FORT ARTHUR BRANCH
 BL0261'OF THE SOUTHERN PACIFIC CO. RAILROAD, AND ON RAILROAD PROPERTY.
 BL0261'IT IS 62.8 FEET N OF THE CENTER LINE OF THE BOULEVARD AND
 BL0261'62.8 FEET W OF W RAIL.
 BL0261'
 BL0261'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 BL0261'SET IN CONCRETE.
 BL0261'
 BL0261'REFERENCE MARK 1 IS 51.80 FEET S OF CENTER LINE OF THE BOULEVARD,
 BL0261'60.95 FEET W OF W RAIL, AND 140.91 FEET FROM STATION
 BL0261'S 40 DEG 09 MIN E.
 BL0261'
 BL0261'REFERENCE MARK 2 IS IN THE YARD OF HOUSE NO. 1995, WASHINGTON
 BL0261'BOULEVARD, 34.75 FEET NE OF HOUSE CORNER, 42.60 FEET S OF
 BL0261'CENTER LINE OF BOULEVARD, AND 259.23 FEET FROM STATION
 BL0261'S 65 DEG 33 MIN W.
 BL0261'
 BL0261'REFERENCE MARK 3 IS 20.2 FEET E OF ROAD PARALLEL TO RAILROAD
 BL0261'AND TO STATION, AND IS 0.3 MILE FROM STATION
 BL0261'N 28 DEG 52 MIN W.
 BL0261
 BL0261                          STATION RECOVERY (1933)
 BL0261
 BL0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL0261'STATION RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS
 BL0261'IN GOOD CONDITION.  DESCRIPTION ADEQUATE.  A 65-FOOT SIGNAL
 BL0261'WAS USED AND IS NECESSARY TO SEE MAGNOLIA.
 BL0261
 BL0261                          STATION RECOVERY (1954)
 BL0261
 BL0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CRR)
 BL0261'STATION IS 0.45 MI. W ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BL0261'FROM THE STATION AT BEAUMONT, THENCE 1.75 MI. SE ALONG THE
 BL0261'TEXAS AND NEW ORLEANS RAILROAD, AT THE CROSSING OF WASHINGTON
 BL0261'BOULEVARD, 86 FT. SW OF THE SW RAIL, 62 FT. NW OF THE CENTERLINE
 BL0261'OF WASHINGTON BOULEVARD, 90.4 FT. E OF THE SE CORNER OF
 BL0261'HOUSE NO. 2020, 76.5 FT. SE OF A TELEPHONE POLE, SET IN
 BL0261'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FT. ABOVE
 BL0261'THE GROUND, A TRIANGULATION-STATION DISK, STAMPED BEAUMONT
 BL0261'1931.
 BL0261'
 BL0261'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 BL0261'
 BL0261'REFERENCE MARK 2 IS 259.2 FT. SW OF THE TRIANGULATION STATION,
 BL0261'42.4 FT. S OF THE CENTERLINE OF WASHINGTON BOULEVARD, 34.8
 BL0261'FT. NE OF BRICK HOUSE NO. 2095, 1.3 FT. N OF THE N EDGE
 BL0261'OF A SIDEWALK, A REFERENCE-MARK DISK, SET IN THE TOP OF
 BL0261'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, AND STAMPED
 BL0261'BEAUMONT NO 2 1931.
 BL0261'
 BL0261'REFERENCE MARK 3 WAS FOUND DESTROYED.  THE DISK HAD BEEN
 BL0261'REMOVED FROM THE POST.
 BL0261
 BL0261                          STATION RECOVERY (1960)
 BL0261
 BL0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 BL0261'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 BL0261'CONDITION.  THE 1954 DESCRIPTION SHOULD BE REVISED AS FOLLOWS--
 BL0261'
 BL0261'STATION IS 0.6 MI. W ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BL0261'STATION AT BEAUMONT, THENCE 1.75 MI. S AND SE ALONG THE SOUTHERN
 BL0261'PACIFIC RAILROAD, AT THE CROSSING OF WASHINGTON BOULEVARD, 86 FT.
 BL0261'SW OF THE SW RAIL, 62 FT. N OF THE CENTERLINE OF WASHINGTON
 BL0261'BOULEVARD, 90.4 FT. E OF THE SE CORNER OF HOUSE NO. 2020, AT THE W
 BL0261'EDGE OF THE TEAGUE BRICK CO. YARD.  A STANDARD TRIANGULATION
 BL0261'STATION DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BL0261'GROUND, STAMPED BEAUMONT 1931.
 BL0261'
 BL0261'REFERENCE MARK NO. 2 IS 259.2 FT. SW OF THE TRIANGULATION STATION,
 BL0261'42.4 FT. S OF THE CENTERLINE OF WASHINGTON BOULEVARD, 34.8 FT. NE OF
 BL0261'THE NE CORNER OF BRICK HOUSE NO. 2095, AND 1.3 FT. N OF THE N EDGE
 BL0261'OF THE SIDEWALK.  A STANDARD REFERENCE MARK DISK, SET IN THE TOP
 BL0261'OF A CONCRETE POST FLUSH WITH THE GROUND, STAMPED BEAUMONT NO 2
 BL0261'1931.
 BL0261
 BL0261                          STATION RECOVERY (1964)
 BL0261
 BL0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RMB)
 BL0261'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS IN A BRICKYARD.
 BL0261'NO SEARCH WAS MADE FOR R.MS..
 BL0261
 BL0261                          STATION RECOVERY (1972)
 BL0261
 BL0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0261'0.95 MI SE FROM BEAUMONT.
 BL0261'0.95 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BL0261'CROSSING OF COLLEGE STREET AT BEAUMONT, 146.0 FEET WEST OF CENTER OF
 BL0261'CROSSING OF WASHINGTON BOULEVARD, 61.0 FEET NORTH OF CENTER LINE OF
 BL0261'WASHINGTON BOULEVARD, 86.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 126.0
 BL0261'FEET SOUTHEAST OF THE SOUTH CORNER OF A SMALL BRICK BUILDING, 94 1/2
 BL0261'FEET EAST OF THE EAST CORNER OF A FRAME HOUSE NO. 2020, 25.0 FEET
 BL0261'NORTHEAST OF CENTER LINE OF S.P. ROAD, 2 1/2 FEET SOUTHWEST OF A
 BL0261'4-INCH PIPE WHICH PROJECTS 2.0 FEET ABOVE GROUND.  0.7 MILES NORTHWEST
 BL0261'OF M 1135.  259.0 FEET NORTHEAST OF BEAUMONT NO 2.  A STANDARD DISK IN
 BL0261'THE TOP OF A CONCRETE POST.
 BL0261
 BL0261                          STATION RECOVERY (1983)
 BL0261
 BL0261'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1983 (CLJ)
 BL0261'BEAUMONT 1931 MARK IS LOCATED AT IN N. W. QUADRANT OF INT. OF
 BL0261'WASHINGTON AVE. AND TEX. NEW ORLEANS RR IN CITY OF BEAUMONT.
 BL0261'MARK IS NOW FLUSH WITH GROUND AND IN GOOD CONDITION.  THE 1954
 BL0261'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 BL0261'
 BL0261'RMS 1 AND 2 NOT SEARCHED FOR.  GRID AZIMUTH TO BEAUMONT KAVC RAD.
 BL0261'TWR. = 121 DEG 32 MIN 31 SEC.
 BL0261
 BL0261                          STATION RECOVERY (1984)
 BL0261
 BL0261'RECOVERY NOTE BY US POWER SQUADRON 1984 (NYC)
 BL0261'BEAUMONT 1931 RECOVERED GOOD.
 BL0261'
 BL0261'RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA OCTOBER 1966 ISSUE
 BL0261'LOCATION NO LONGER A BRICKYARD.
 BL0261
 BL0261                          STATION RECOVERY (1984)
 BL0261
 BL0261'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0261'RECOVERED IN GOOD CONDITION.
 BL0261
 BL0261                          STATION RECOVERY (1985)
 BL0261
 BL0261'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJB)
 BL0261'R.M. NO. 1 NOT RECOVERED.
 BL0261'MARK WAS SEARCHED AS DESCRIBED IN HORIZONTAL CONTROL DATA ISSUED
 BL0261'OCTOBER 1966.  ONLY A CHUNCK OF GRAVELED-CONCRETE APPROX. 8 INCH X
 BL0261'8 INCH X 6 INCH (MORE BALL THAN SQUARE) FOUND ON SPOT WHERE THE
 BL0261'MARK WAS EXPECTED.
 BL0261'
 BL0261'BEAUMONT NO. 2 1931 FOUND GOOD CONDITION.
 BL0261'STATION REFERENCE MARK LOCATED AS DESCRIBED IN HORIZONTAL CONTROL
 BL0261'DATA ISSUED OCTOBER 1966.  MARK IS NOW BELOW GROUND LEVEL OVER GROWN
 BL0261'WITH GRASS.
 BL0261
 BL0261                          STATION RECOVERY (1988)
 BL0261
 BL0261'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 BL0261'RECOVERED IN GOOD CONDITION.
 BL0261
 BL0261                          STATION RECOVERY (1989)
 BL0261
 BL0261'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0261'RECOVERED IN GOOD CONDITION.
 BL0261
 BL0261                          STATION RECOVERY (1989)
 BL0261
 BL0261'RECOVERY NOTE BY MERRICK AND COMPANY 1989
 BL0261'RECOVERED IN GOOD CONDITION.
 BL0261
 BL0261                          STATION RECOVERY (1990)
 BL0261
 BL0261'RECOVERED 1990
 BL0261'RECOVERED IN GOOD CONDITION.
 BL0261
 BL0261                          STATION RECOVERY (1992)
 BL0261
 BL0261'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BL0261'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 BL0261'IN BEAUMONT, TEXAS, 2.0 MI (3.2 KM) EAST OF INTERSTATE 10 (EXIT 580),
 BL0261'1.15 MI (1.85 KM) WEST OF STATE ROUTE 380, IN THE NORTHWEST QUADRANT
 BL0261'OF THE CROSSING OF THE SOUTHERN PACIFIC COMPANY RAILROAD AND
 BL0261'WASHINGTON BOULEVARD.
 BL0261'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON BLVD. AND
 BL0261'INTERSTATE 10 (EXIT 580) IN BEAUMONT, PROCEED EAST ALONG WASHINGTON
 BL0261'BLVD. FOR 1.4 MI (2.3 KM) TO ITS INTERSECTION WITH SOUTH 4TH. STREET,
 BL0261'CONTINUE EAST  ALONG WASHINGTON BLVD. FOR 0.6 MI (1.0 KM) TO S.P.
 BL0261'ROAD ON THE LEFT. TURN LEFT (NORTH) ON S.P. ROAD AND PULL OFF
 BL0261'IMMEDIATELY TO THE STATION ON THE RIGHT.
 BL0261'THE STATION IS A STANDARD BRASS CGS TRIANGULATION STATION DISK
 BL0261'STAMPED---BEAUMONT 1931--- SET IN THE TOP OF A ROUND CONCRETE
 BL0261'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 94.5 FT (28.8 M) EAST
 BL0261'OF THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE NUMBERED 2020, 86.0 FT
 BL0261'(26.2 M) SOUTHWEST OF THE SOUTHWEST RAIL OF A SINGLE SET OF RAILS OF
 BL0261'THE SOUTHERN PACIFIC COMPANY RAILROAD,62.0 FTNORTH OF THE CENTERLINE
 BL0261'OF WASHINGTON BLVD., 25.0 FT (7.6 M) NORTHEAST OF THE APPROXIMATE
 BL0261'CENTER OF S.P. ROAD, AND 0.5 FT (15.2 CM) NORTHWEST OF A FIBERGLASS
 BL0261'WITNESSPOST.
 BL0261'DESC. BY LJL
 BL0261
 BL0261                          STATION RECOVERY (2004)
 BL0261
 BL0261'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0261'MARK FOUND WITH A PLASTIC WITNESS POST.
 BL0261'R 1 NOT FOUND.
 BL0261'R 2 FOUND WITHE A WITHESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2059 ***********************************************************************
 BL2059  DESIGNATION -  BEAUMONT AMER BANK BLDG STK
 BL2059  PID         -  BL2059
 BL2059  STATE/COUNTY-  TX/JEFFERSON
 BL2059  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2059
 BL2059                         *CURRENT SURVEY CONTROL
 BL2059  ___________________________________________________________________
 BL2059* NAD 83(1993)-  30 04 57.29348(N)    094 05 58.78129(W)     ADJUSTED  
 BL2059* NAVD 88     -                                                        
 BL2059  ___________________________________________________________________
 BL2059  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BL2059  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2059
 BL2059  HORZ ORDER  -  THIRD
 BL2059
 BL2059.The horizontal coordinates were established by classical geodetic methods
 BL2059.and adjusted by the National Geodetic Survey in February 1996..
 BL2059
 BL2059
 BL2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2059
 BL2059.The geoid height was determined by GEOID03.
 BL2059
 BL2059;                    North         East     Units Scale Factor Converg.
 BL2059;SPC TXSC     - 4,259,178.383 1,072,260.772   MT  0.99994818   +2 24 02.7
 BL2059;SPC TXSC     -13,973,654.41  3,517,908.88   sFT  0.99994818   +2 24 02.7
 BL2059;SPC TX C     - 3,062,941.807 1,300,656.292   MT  1.00000927   +3 12 38.5
 BL2059;SPC TX C     -10,049,001.58  4,267,236.52   sFT  1.00000927   +3 12 38.5
 BL2059;UTM  15      - 3,328,445.908   394,024.858   MT  0.99973856   -0 33 04.5
 BL2059
 BL2059                          SUPERSEDED SURVEY CONTROL
 BL2059
 BL2059  NAD 83(1993)-  30 04 57.29320(N)    094 05 58.78155(W) AD(       ) 4
 BL2059  NAD 83(1986)-  30 04 57.31006(N)    094 05 58.76279(W) AD(       ) 4
 BL2059  NAD 27      -  30 04 56.54000(N)    094 05 58.12000(W) AD(       ) 3
 BL2059
 BL2059.Superseded values are not recommended for survey control.
 BL2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2059.See file dsdata.txt to determine how the superseded data were derived.
 BL2059
 BL2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9402528446(NAD 83)
 BL2059_MARKER: 63 = STACK
 BL2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2059+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2004
 BL2059
 BL2059  HISTORY     - Date     Condition        Report By
 BL2059  HISTORY     - 1933     FIRST OBSERVED   CGS
 BL2059  HISTORY     - 1964     GOOD             CGS
 BL2059  HISTORY     - 1984     GOOD             USPSQD
 BL2059  HISTORY     - 19890819 GOOD             USPSQD
 BL2059  HISTORY     - 19940817 GOOD             USPSQD
 BL2059  HISTORY     - 20010119 GOOD             USPSQD
 BL2059  HISTORY     - 20010331 GOOD             NGS
 BL2059  HISTORY     - 20010331 GOOD             NGS
 BL2059  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 BL2059  HISTORY     - 20040404 GOOD             USPSQD
 BL2059
 BL2059                          STATION DESCRIPTION
 BL2059
 BL2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2059'STATION IS THE CENTER OF THE TOP OF THE ALUMINUM-COLORED STEEL
 BL2059'STACK ON THE W CORNER OF THE AMERICAN NATIONAL BANK BUILDING
 BL2059'AT ORLEANS AND BOWIE STREETS.  STACK IS ON THE OUTSIDE OF THE
 BL2059'BUILDING.
 BL2059
 BL2059                          STATION RECOVERY (1964)
 BL2059
 BL2059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RMB)
 BL2059'STATION WAS RECOVERED IN GOOD CONDITION.  THE BUILDING IS NOW
 BL2059'DESIGNATED BEAUMONT SAVINGS AND LOAN CO., BUT THE STACK IS
 BL2059'INTACT.
 BL2059
 BL2059                          STATION RECOVERY (1984)
 BL2059
 BL2059'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 BL2059'STATION RECOVERED GOOD.
 BL2059'
 BL2059'STATION WAS RECOVERED AS DESCRIBED IN OCTOBER 1966 HORIZONTAL
 BL2059'CONTROL DATA SHEET.  STACK RUNS TO ENTIRE HEIGHT OF THIS
 BL2059'MULTIPLE-STORY BLDG.  STACK IS INTACT.
 BL2059
 BL2059                          STATION RECOVERY (1989)
 BL2059
 BL2059'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL2059'RECOVERED IN GOOD CONDITION.
 BL2059
 BL2059                          STATION RECOVERY (1994)
 BL2059
 BL2059'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2059'RECOVERED IN GOOD CONDITION.
 BL2059
 BL2059                          STATION RECOVERY (2001)
 BL2059
 BL2059'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL2059'RECOVERED IN GOOD CONDITION.
 BL2059
 BL2059                          STATION RECOVERY (2001)
 BL2059
 BL2059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2059'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2059
 BL2059                          STATION RECOVERY (2001)
 BL2059
 BL2059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2059'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2059
 BL2059                          STATION RECOVERY (2004)
 BL2059
 BL2059'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2059'MARK NOT FOUND.
 BL2059
 BL2059                          STATION RECOVERY (2004)
 BL2059
 BL2059'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BL2059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2071 ***********************************************************************
 BL2071  DESIGNATION -  BEAUMONT COURTHOUSE AIR BEACON
 BL2071  PID         -  BL2071
 BL2071  STATE/COUNTY-  TX/JEFFERSON
 BL2071  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2071
 BL2071                         *CURRENT SURVEY CONTROL
 BL2071  ___________________________________________________________________
 BL2071* NAD 83(1993)-  30 04 43.52564(N)    094 05 34.76234(W)     ADJUSTED  
 BL2071* NAVD 88     -                                                        
 BL2071  ___________________________________________________________________
 BL2071  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BL2071  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2071
 BL2071  HORZ ORDER  -  THIRD
 BL2071
 BL2071.The horizontal coordinates were established by classical geodetic methods
 BL2071.and adjusted by the National Geodetic Survey in February 1996..
 BL2071
 BL2071
 BL2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2071
 BL2071.The geoid height was determined by GEOID03.
 BL2071
 BL2071;                    North         East     Units Scale Factor Converg.
 BL2071;SPC TXSC     - 4,258,781.789 1,072,921.171   MT  0.99994731   +2 24 14.4
 BL2071;SPC TXSC     -13,972,353.25  3,520,075.54   sFT  0.99994731   +2 24 14.4
 BL2071;SPC TX C     - 3,062,554.565 1,301,322.274   MT  1.00001034   +3 12 50.9
 BL2071;SPC TX C     -10,047,731.10  4,269,421.49   sFT  1.00001034   +3 12 50.9
 BL2071;UTM  15      - 3,328,015.921   394,663.823   MT  0.99973689   -0 32 52.2
 BL2071
 BL2071                          SUPERSEDED SURVEY CONTROL
 BL2071
 BL2071  NAD 83(1993)-  30 04 43.52534(N)    094 05 34.76258(W) AD(       ) 4
 BL2071  NAD 83(1986)-  30 04 43.54231(N)    094 05 34.74379(W) AD(       ) 4
 BL2071  NAD 27      -  30 04 42.77600(N)    094 05 34.10500(W) AD(       ) 3
 BL2071
 BL2071.Superseded values are not recommended for survey control.
 BL2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2071.See file dsdata.txt to determine how the superseded data were derived.
 BL2071
 BL2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9466428016(NAD 83)
 BL2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2071+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 BL2071
 BL2071  HISTORY     - Date     Condition        Report By
 BL2071  HISTORY     - 1933     FIRST OBSERVED   CGS
 BL2071  HISTORY     - 1960     GOOD             CGS
 BL2071  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 BL2071  HISTORY     - 19940817 GOOD             USPSQD
 BL2071  HISTORY     - 20010119 GOOD             USPSQD
 BL2071  HISTORY     - 20010331 GOOD             NGS
 BL2071  HISTORY     - 20010331 GOOD             NGS
 BL2071  HISTORY     - 20040102 GOOD             USPSQD
 BL2071  HISTORY     - 20050202 GOOD             USPSQD
 BL2071
 BL2071                          STATION DESCRIPTION
 BL2071
 BL2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2071'STATION IS THE CENTER OF THE REVOLVING AIR BEACON WHICH IS THE
 BL2071'HIGHEST POINT OF THE NEW JEFFERSON COUNTY COURTHOUSE AND JAIL
 BL2071'AT BEAUMONT.
 BL2071
 BL2071                          STATION RECOVERY (1960)
 BL2071
 BL2071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 BL2071'THE STATION WAS RECOVERED AS DESCRIBED.  THE BUILDING SUPERINTENDENT
 BL2071'STATED THAT THE AIR BEACON HAD NOT BEEN MOVED SINCE 1933.
 BL2071
 BL2071                          STATION RECOVERY (1984)
 BL2071
 BL2071'RECOVERY NOTE BY US POWER SQUADRON 1984 (KW)
 BL2071'PROBABLY STILL GOOD FOR DAYTIME USE DESTROYED FOR NIGHT-TIME USE.
 BL2071'
 BL2071'STATION MOUNT RECOVERED AS DESCRIBED IN OCTOBER 1966 HORIZONTAL
 BL2071'CONTROL DATA SHEET, BUT AIR BEACON (LIGHT) NO LONGER IN OPERATION
 BL2071'(NOT LIT).  HOWEVER THE CENTER OF THE POINT WHERE THE BEACON WAS
 BL2071'RECESSED OR MOUNTED STILL VISIBLE A GREAT DISTANCE AWAY AND IS ONE
 BL2071'OF HIGHEST POINT IN AREA.
 BL2071
 BL2071                          STATION RECOVERY (1994)
 BL2071
 BL2071'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2071'RECOVERED IN GOOD CONDITION.
 BL2071
 BL2071                          STATION RECOVERY (2001)
 BL2071
 BL2071'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL2071'RECOVERED IN GOOD CONDITION.
 BL2071
 BL2071                          STATION RECOVERY (2001)
 BL2071
 BL2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2071'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2071
 BL2071                          STATION RECOVERY (2001)
 BL2071
 BL2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2071'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2071
 BL2071                          STATION RECOVERY (2004)
 BL2071
 BL2071'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2071'RECOVERED IN GOOD CONDITION.
 BL2071
 BL2071                          STATION RECOVERY (2005)
 BL2071
 BL2071'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL2071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2064 ***********************************************************************
 BL2064  DESIGNATION -  BEAUMONT EDISON HOTEL STACK
 BL2064  PID         -  BL2064
 BL2064  STATE/COUNTY-  TX/JEFFERSON
 BL2064  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2064
 BL2064                         *CURRENT SURVEY CONTROL
 BL2064  ___________________________________________________________________
 BL2064* NAD 83(1993)-  30 05 05.55581(N)    094 05 57.46414(W)     ADJUSTED  
 BL2064* NAVD 88     -                                                        
 BL2064  ___________________________________________________________________
 BL2064  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BL2064  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2064
 BL2064  HORZ ORDER  -  THIRD
 BL2064
 BL2064.The horizontal coordinates were established by classical geodetic methods
 BL2064.and adjusted by the National Geodetic Survey in February 1996..
 BL2064
 BL2064
 BL2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2064
 BL2064.The geoid height was determined by GEOID03.
 BL2064
 BL2064;                    North         East     Units Scale Factor Converg.
 BL2064;SPC TXSC     - 4,259,434.043 1,072,285.354   MT  0.99994870   +2 24 03.3
 BL2064;SPC TXSC     -13,974,493.19  3,517,989.53   sFT  0.99994870   +2 24 03.3
 BL2064;SPC TX C     - 3,063,197.805 1,300,677.259   MT  1.00000864   +3 12 39.2
 BL2064;SPC TX C     -10,049,841.47  4,267,305.31   sFT  1.00000864   +3 12 39.2
 BL2064;UTM  15      - 3,328,699.910   394,062.567   MT  0.99973846   -0 33 04.0
 BL2064
 BL2064                          SUPERSEDED SURVEY CONTROL
 BL2064
 BL2064  NAD 83(1993)-  30 05 05.55554(N)    094 05 57.46441(W) AD(       ) 4
 BL2064  NAD 83(1986)-  30 05 05.57247(N)    094 05 57.44573(W) AD(       ) 4
 BL2064  NAD 27      -  30 05 04.80600(N)    094 05 56.80800(W) AD(       ) 3
 BL2064
 BL2064.Superseded values are not recommended for survey control.
 BL2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2064.See file dsdata.txt to determine how the superseded data were derived.
 BL2064
 BL2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9406328700(NAD 83)
 BL2064_MARKER: 63 = STACK
 BL2064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2064+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 BL2064
 BL2064  HISTORY     - Date     Condition        Report By
 BL2064  HISTORY     - 1933     FIRST OBSERVED   CGS
 BL2064  HISTORY     - 1984     GOOD             USPSQD
 BL2064  HISTORY     - 1988     GOOD             USPSQD
 BL2064  HISTORY     - 19890819 GOOD             USPSQD
 BL2064  HISTORY     - 19940817 GOOD             USPSQD
 BL2064  HISTORY     - 20010119 GOOD             USPSQD
 BL2064  HISTORY     - 20010331 GOOD             NGS
 BL2064  HISTORY     - 20010331 GOOD             NGS
 BL2064  HISTORY     - 20040102 GOOD             USPSQD
 BL2064  HISTORY     - 20050202 GOOD             USPSQD
 BL2064
 BL2064                          STATION DESCRIPTION
 BL2064
 BL2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2064'STATION IS THE CENTER OF THE TOP OF ALUMINUM-PAINTED STEEL STACK
 BL2064'ON THE E CORNER OF THE EDSON HOTEL AT PEARL AND LIBERTY STREETS.
 BL2064'STACK IS ON THE OUTSIDE OF THE BUILDING.
 BL2064
 BL2064                          STATION RECOVERY (1984)
 BL2064
 BL2064'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 BL2064'STATION RECOVERED GOOD.
 BL2064'
 BL2064'RECOVERED AS DESCRIBED IN OCTOBER 1966 HORIZONTAL CONTROL DATA
 BL2064'SHEET.
 BL2064'
 BL2064'BUILDING NO LONGER A HOTEL.  IT IS NOW PART OF GULF STATES
 BL2064'UTILITIES (GSU) COMPLEX, BUT STACK IS INTACT.
 BL2064
 BL2064                          STATION RECOVERY (1988)
 BL2064
 BL2064'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 BL2064'RECOVERED IN GOOD CONDITION.
 BL2064
 BL2064                          STATION RECOVERY (1989)
 BL2064
 BL2064'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL2064'RECOVERED IN GOOD CONDITION.
 BL2064
 BL2064                          STATION RECOVERY (1994)
 BL2064
 BL2064'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2064'RECOVERED IN GOOD CONDITION.
 BL2064
 BL2064                          STATION RECOVERY (2001)
 BL2064
 BL2064'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL2064'RECOVERED IN GOOD CONDITION.
 BL2064
 BL2064                          STATION RECOVERY (2001)
 BL2064
 BL2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2064'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2064
 BL2064                          STATION RECOVERY (2001)
 BL2064
 BL2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2064'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2064
 BL2064                          STATION RECOVERY (2004)
 BL2064
 BL2064'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2064'RECOVERED IN GOOD CONDITION.
 BL2064
 BL2064                          STATION RECOVERY (2005)
 BL2064
 BL2064'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL2064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2078 ***********************************************************************
 BL2078  DESIGNATION -  BEAUMONT KING ED HOTEL STACK
 BL2078  PID         -  BL2078
 BL2078  STATE/COUNTY-  TX/JEFFERSON
 BL2078  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2078
 BL2078                         *CURRENT SURVEY CONTROL
 BL2078  ___________________________________________________________________
 BL2078* NAD 83(1993)-  30 04 50.06326(N)    094 05 46.64682(W)     ADJUSTED  
 BL2078* NAVD 88     -                                                        
 BL2078  ___________________________________________________________________
 BL2078  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BL2078  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2078
 BL2078  HORZ ORDER  -  THIRD
 BL2078
 BL2078.The horizontal coordinates were established by classical geodetic methods
 BL2078.and adjusted by the National Geodetic Survey in February 1996..
 BL2078
 BL2078
 BL2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2078
 BL2078.The geoid height was determined by GEOID03.
 BL2078
 BL2078;                    North         East     Units Scale Factor Converg.
 BL2078;SPC TXSC     - 4,258,969.568 1,072,594.757   MT  0.99994772   +2 24 08.6
 BL2078;SPC TXSC     -13,972,969.32  3,519,004.63   sFT  0.99994772   +2 24 08.6
 BL2078;SPC TX C     - 3,062,737.722 1,300,993.216   MT  1.00000983   +3 12 44.8
 BL2078;SPC TX C     -10,048,332.01  4,268,341.91   sFT  1.00000983   +3 12 44.8
 BL2078;UTM  15      - 3,328,220.217   394,347.579   MT  0.99973771   -0 32 58.3
 BL2078
 BL2078                          SUPERSEDED SURVEY CONTROL
 BL2078
 BL2078  NAD 83(1993)-  30 04 50.06296(N)    094 05 46.64708(W) AD(       ) 4
 BL2078  NAD 83(1986)-  30 04 50.07990(N)    094 05 46.62832(W) AD(       ) 4
 BL2078  NAD 27      -  30 04 49.31300(N)    094 05 45.98700(W) AD(       ) 3
 BL2078
 BL2078.Superseded values are not recommended for survey control.
 BL2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2078.See file dsdata.txt to determine how the superseded data were derived.
 BL2078
 BL2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9434828220(NAD 83)
 BL2078_MARKER: 63 = STACK
 BL2078
 BL2078  HISTORY     - Date     Condition        Report By
 BL2078  HISTORY     - 1933     FIRST OBSERVED   CGS
 BL2078  HISTORY     - 1964     GOOD             CGS
 BL2078  HISTORY     - 1984     GOOD             USPSQD
 BL2078  HISTORY     - 19940817 MARK NOT FOUND   USPSQD
 BL2078  HISTORY     - 20010120 MARK NOT FOUND   USPSQD
 BL2078  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2078  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2078  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 BL2078  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 BL2078
 BL2078                          STATION DESCRIPTION
 BL2078
 BL2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2078'STATION IS THE CENTER OF TOP OF ALUMINUM-COLORED STEEL STACK ON
 BL2078'THE S CORNER OF THE LA SALLE HOTEL SITUATED AT THE CORNER OF
 BL2078'PEARL AND WALL STREETS.  STACK RUNS UP THE OUTSIDE OF THE
 BL2078'BUILDING.
 BL2078
 BL2078                          STATION RECOVERY (1964)
 BL2078
 BL2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RMB)
 BL2078'THE HOTEL IS NOW KNOWN AS KING EDWARD TOWERS OR KING EDWARD
 BL2078'HOTEL, BUT THE STACK IS INTACT.
 BL2078
 BL2078                          STATION RECOVERY (1984)
 BL2078
 BL2078'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 BL2078'STATION RECOVERED GOOD.
 BL2078'
 BL2078'KING EDWARD HOTEL NOW CLOSED, BOARDED UP AND IN DISREPAIR, BUT THE
 BL2078'STACK IS INTACT (THIS IS A SHORT STACK) BUT SHIELDED ON WEST SIDE
 BL2078'BY A MULTI-STORY IN ACTIVE PARKING GARAGE.  THERE IS SOME TALK IN
 BL2078'THE LOCAL NEWS THAT THE HOTEL BLDG MIGHT BE RENOVATED OR DEMOLISHED.
 BL2078
 BL2078                          STATION RECOVERY (1994)
 BL2078
 BL2078'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2078'MARK NOT FOUND.
 BL2078
 BL2078                          STATION RECOVERY (2001)
 BL2078
 BL2078'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL2078'HOTEL DEMOLISHED STACK DESTROYED.
 BL2078
 BL2078                          STATION RECOVERY (2001)
 BL2078
 BL2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2078
 BL2078                          STATION RECOVERY (2001)
 BL2078
 BL2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2078
 BL2078                          STATION RECOVERY (2004)
 BL2078
 BL2078'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2078'MARK NOT FOUND.
 BL2078
 BL2078                          STATION RECOVERY (2005)
 BL2078
 BL2078'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL2078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2086 ***********************************************************************
 BL2086  DESIGNATION -  BEAUMONT MAGNOLIA PETROL STK
 BL2086  PID         -  BL2086
 BL2086  STATE/COUNTY-  TX/JEFFERSON
 BL2086  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2086
 BL2086                         *CURRENT SURVEY CONTROL
 BL2086  ___________________________________________________________________
 BL2086* NAD 83(1993)-  30 03 58.77138(N)    094 04 27.25217(W)     ADJUSTED  
 BL2086* NAVD 88     -                                                        
 BL2086  ___________________________________________________________________
 BL2086  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BL2086  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL2086
 BL2086  HORZ ORDER  -  THIRD
 BL2086
 BL2086.The horizontal coordinates were established by classical geodetic methods
 BL2086.and adjusted by the National Geodetic Survey in February 1996..
 BL2086
 BL2086
 BL2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2086
 BL2086.The geoid height was determined by GEOID03.
 BL2086
 BL2086;                    North         East     Units Scale Factor Converg.
 BL2086;SPC TXSC     - 4,257,480.958 1,074,785.462   MT  0.99994452   +2 24 47.5
 BL2086;SPC TXSC     -13,968,085.44  3,526,191.97   sFT  0.99994452   +2 24 47.5
 BL2086;SPC TX C     - 3,061,280.147 1,303,204.900   MT  1.00001382   +3 13 25.7
 BL2086;SPC TX C     -10,043,549.95  4,275,598.08   sFT  1.00001382   +3 13 25.7
 BL2086;UTM  15      - 3,326,621.113   396,458.277   MT  0.99973227   -0 32 17.7
 BL2086
 BL2086                          SUPERSEDED SURVEY CONTROL
 BL2086
 BL2086  NAD 83(1993)-  30 03 58.77117(N)    094 04 27.25226(W) AD(       ) 4
 BL2086  NAD 83(1986)-  30 03 58.78850(N)    094 04 27.23348(W) AD(       ) 4
 BL2086  NAD 27      -  30 03 58.00400(N)    094 04 26.57600(W) AD(       ) 3
 BL2086
 BL2086.Superseded values are not recommended for survey control.
 BL2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2086.See file dsdata.txt to determine how the superseded data were derived.
 BL2086
 BL2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9645826621(NAD 83)
 BL2086_MARKER: 63 = STACK
 BL2086
 BL2086  HISTORY     - Date     Condition        Report By
 BL2086  HISTORY     - 1931     FIRST OBSERVED   CGS
 BL2086  HISTORY     - 19940817 MARK NOT FOUND   USPSQD
 BL2086  HISTORY     - 20010120 MARK NOT FOUND   USPSQD
 BL2086  HISTORY     - 20010331 GOOD             NGS
 BL2086  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2086  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 BL2086
 BL2086                          STATION DESCRIPTION
 BL2086
 BL2086'DESCRIBED BY US POWER SQUADRON 1994
 BL2086'MARK NOT FOUND.
 BL2086
 BL2086                          STATION RECOVERY (2001)
 BL2086
 BL2086'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL2086'STACK TORN DOWN FOR PLANT EXPANSION.
 BL2086
 BL2086                          STATION RECOVERY (2001)
 BL2086
 BL2086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2086'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2086
 BL2086                          STATION RECOVERY (2001)
 BL2086
 BL2086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2086'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2086
 BL2086                          STATION RECOVERY (2004)
 BL2086
 BL2086'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2069 ***********************************************************************
 BL2069  DESIGNATION -  BEAUMONT MUNICIPAL TANK
 BL2069  PID         -  BL2069
 BL2069  STATE/COUNTY-  TX/JEFFERSON
 BL2069  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2069
 BL2069                         *CURRENT SURVEY CONTROL
 BL2069  ___________________________________________________________________
 BL2069* NAD 83(1993)-  30 05 35.86257(N)    094 06 01.55728(W)     ADJUSTED  
 BL2069* NAVD 88     -                                                        
 BL2069  ___________________________________________________________________
 BL2069  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BL2069  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL2069
 BL2069  HORZ ORDER  -  THIRD
 BL2069
 BL2069.The horizontal coordinates were established by classical geodetic methods
 BL2069.and adjusted by the National Geodetic Survey in February 1996..
 BL2069
 BL2069
 BL2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2069
 BL2069.The geoid height was determined by GEOID03.
 BL2069
 BL2069;                    North         East     Units Scale Factor Converg.
 BL2069;SPC TXSC     - 4,260,361.816 1,072,136.763   MT  0.99995063   +2 24 01.3
 BL2069;SPC TXSC     -13,977,537.06  3,517,502.03   sFT  0.99995063   +2 24 01.3
 BL2069;SPC TX C     - 3,064,123.437 1,300,515.558   MT  1.00000632   +3 12 37.1
 BL2069;SPC TX C     -10,052,878.31  4,266,774.79   sFT  1.00000632   +3 12 37.1
 BL2069;UTM  15      - 3,329,633.906   393,961.975   MT  0.99973872   -0 33 06.5
 BL2069
 BL2069                          SUPERSEDED SURVEY CONTROL
 BL2069
 BL2069  NAD 83(1993)-  30 05 35.86265(N)    094 06 01.55760(W) AD(       ) 4
 BL2069  NAD 83(1986)-  30 05 35.88002(N)    094 06 01.53896(W) AD(       ) 4
 BL2069  NAD 27      -  30 05 35.11100(N)    094 06 00.88600(W) AD(       ) 3
 BL2069
 BL2069.Superseded values are not recommended for survey control.
 BL2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2069.See file dsdata.txt to determine how the superseded data were derived.
 BL2069
 BL2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9396229634(NAD 83)
 BL2069_MARKER: 51 = TANK
 BL2069_SETTING: 0 = UNSPECIFIED SETTING
 BL2069
 BL2069  HISTORY     - Date     Condition        Report By
 BL2069  HISTORY     - 1931     FIRST OBSERVED   CGS
 BL2069  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BL2069  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL2069
 BL2069                          STATION DESCRIPTION
 BL2069
 BL2069'DESCRIBED BY US POWER SQUADRON 1984 (EJB)
 BL2069'STATION NOT RECOVERED.
 BL2069'
 BL2069'THERE IS NO WATER TANK OF ANY KIND AT THE POSITION GIVEN IN
 BL2069'HORIZONTAL CONTROL DATA OF OCTOBER 1966.  AND AS SHOWN ON SABINE
 BL2069'AND NEUTES RIVERS NAUTICAL CHART, C. AND G.S. 533 13TH ED. AUG
 BL2069'15/7C.  THE GIVEN POSITION IS ONLY ABOUT 100 YARDS SOUTH OF AND IN
 BL2069'THE RIGHT OF WAY OF U.S. INTERSTATE HWY 10.
 BL2069
 BL2069                          STATION RECOVERY (1988)
 BL2069
 BL2069'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 BL2069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0262 ***********************************************************************
 BL0262  DESIGNATION -  BEAUMONT RM 2
 BL0262  PID         -  BL0262
 BL0262  STATE/COUNTY-  TX/JEFFERSON
 BL0262  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0262
 BL0262                         *CURRENT SURVEY CONTROL
 BL0262  ___________________________________________________________________
 BL0262* NAD 83(1986)-  30 03 21.     (N)    094 06 22.     (W)     SCALED    
 BL0262* NAVD 88     -         5.65   (+/-2cm)      18.5    (feet)  VERTCON   
 BL0262  ___________________________________________________________________
 BL0262  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL0262
 BL0262  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0262
 BL0262.The horizontal coordinates were scaled from a topographic map and have
 BL0262.an estimated accuracy of +/- 6 seconds.
 BL0262
 BL0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0262.The vertical order pertains to the NGVD 29 superseded value.
 BL0262
 BL0262.The geoid height was determined by GEOID03.
 BL0262
 BL0262;                    North         East    Units  Estimated Accuracy
 BL0262;SPC TXSC     - 4,256,190.    1,071,760.      MT  (+/- 180 meters Scaled)
 BL0262
 BL0262                          SUPERSEDED SURVEY CONTROL
 BL0262
 BL0262  NGVD 29 (??/??/92)    5.654  (m)           18.55   (f) ADJ UNCH    1 2
 BL0262
 BL0262.Superseded values are not recommended for survey control.
 BL0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0262.See file dsdata.txt to determine how the superseded data were derived.
 BL0262
 BL0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP933254(NAD 83)
 BL0262_MARKER: DR = REFERENCE MARK DISK
 BL0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0262_STAMPING: BEAUMONT NO 2 1931
 BL0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0262+STABILITY: SURFACE MOTION
 BL0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0262+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 BL0262
 BL0262  HISTORY     - Date     Condition        Report By
 BL0262  HISTORY     - 1931     MONUMENTED       CGS
 BL0262  HISTORY     - 1972     GOOD             NGS
 BL0262  HISTORY     - 1988     GOOD             USPSQD
 BL0262  HISTORY     - 19890506 GOOD             USPSQD
 BL0262  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 BL0262  HISTORY     - 20001231 MARK NOT FOUND   NGS
 BL0262  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0262  HISTORY     - 20031110 GOOD             USPSQD
 BL0262  HISTORY     - 20041127 GOOD             USPSQD
 BL0262
 BL0262                          STATION DESCRIPTION
 BL0262
 BL0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0262'0.95 MI SE FROM BEAUMONT.
 BL0262'0.95 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BL0262'CROSSING OF COLLEGE STREET AT BEAUMONT, ABOUT 350 FEET WEST OF THE
 BL0262'CROSSING OF WASHINGTON BOULEVARD, 259.0 FEET SOUTHWEST OF BEAUMONT
 BL0262'1931 TRIANGULATION STATION, 42 1/2 FEET SOUTH OF THE CENTER LINE OF
 BL0262'WASHINGTON BOULEVARD, 35.0 FEET NORTH NORTHEAST OF THE NORTHEAST
 BL0262'CORNER OF TWO STORY BRICK HOUSE NO. 2095, 1 1/2 FEET NORTH OF THE
 BL0262'NORTH EDGE OF A CONCRETE SIDEWALK.  A STANDARD DISK IN THE TOP OF A
 BL0262'CONCRETE POST FLUSH WITH THE GROUND AND 1/2 FOOT ABOVE THE LEVEL OF
 BL0262'THE BOULEVARD.
 BL0262
 BL0262                          STATION RECOVERY (1988)
 BL0262
 BL0262'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 BL0262'RECOVERED IN GOOD CONDITION.
 BL0262
 BL0262                          STATION RECOVERY (1989)
 BL0262
 BL0262'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0262'RECOVERED IN GOOD CONDITION.
 BL0262
 BL0262                          STATION RECOVERY (1994)
 BL0262
 BL0262'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0262'MARK NOT FOUND.
 BL0262
 BL0262                          STATION RECOVERY (2000)
 BL0262
 BL0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 BL0262'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0262
 BL0262                          STATION RECOVERY (2001)
 BL0262
 BL0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0262'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0262
 BL0262                          STATION RECOVERY (2003)
 BL0262
 BL0262'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0262'RECOVERED IN GOOD CONDITION.
 BL0262
 BL0262                          STATION RECOVERY (2004)
 BL0262
 BL0262'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2340 ***********************************************************************
 BL2340  CBN         -  This is a Cooperative Base Network Control Station.
 BL2340  DESIGNATION -  BEAUMONT RRP
 BL2340  PID         -  BL2340
 BL2340  STATE/COUNTY-  TX/JEFFERSON
 BL2340  USGS QUAD   -  VOTH (1993)
 BL2340
 BL2340                         *CURRENT SURVEY CONTROL
 BL2340  ___________________________________________________________________
 BL2340* NAD 83(1993)-  30 09 39.04857(N)    094 10 45.48831(W)     ADJUSTED  
 BL2340* NAVD 88     -         8.047  (meters)      26.40   (feet)  ADJUSTED  
 BL2340  ___________________________________________________________________
 BL2340  X           -    -402,235.314 (meters)                     COMP
 BL2340  Y           -  -5,504,626.369 (meters)                     COMP
 BL2340  Z           -   3,185,793.079 (meters)                     COMP
 BL2340  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BL2340  ELLIP HEIGHT-         -19.45  (meters)          (10/23/00) GPS OBS
 BL2340  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL2340  DYNAMIC HT  -           8.036 (meters)      26.36  (feet)  COMP
 BL2340  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BL2340
 BL2340  HORZ ORDER  -  A
 BL2340  VERT ORDER  -  FIRST     CLASS II
 BL2340  ELLP ORDER  -  FOURTH    CLASS II
 BL2340
 BL2340.The horizontal coordinates were established by GPS observations
 BL2340.and adjusted by the National Geodetic Survey in April 1994..
 BL2340
 BL2340.The orthometric height was determined by differential leveling
 BL2340.and adjusted by the National Geodetic Survey in July 2002..
 BL2340.WARNING-GPS observations at this control monument resulted in a GPS
 BL2340.derived orthometric height which differed from the leveled height by
 BL2340.more than one decimeter (0.1 meter).
 BL2340
 BL2340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2340
 BL2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2340
 BL2340.The ellipsoidal height was determined by GPS observations
 BL2340.and is referenced to NAD 83.
 BL2340
 BL2340.The geoid height was determined by GEOID03.
 BL2340
 BL2340.The dynamic height is computed by dividing the NAVD 88
 BL2340.geopotential number by the normal gravity value computed on the
 BL2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2340.degrees latitude (g = 980.6199 gals.).
 BL2340
 BL2340.The modeled gravity was interpolated from observed gravity values.
 BL2340
 BL2340;                    North         East     Units Scale Factor Converg.
 BL2340;SPC TXSC     - 4,267,527.718 1,064,232.413   MT  0.99996691   +2 21 42.2
 BL2340;SPC TXSC     -14,001,047.19  3,491,569.17   sFT  0.99996691   +2 21 42.2
 BL2340;UTM  15      - 3,337,195.942   386,438.894   MT  0.99975910   -0 35 33.3
 BL2340
 BL2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2340!SPC TXSC     -   1.00000305  x   0.99996691  =   0.99996996
 BL2340!UTM  15      -   1.00000305  x   0.99975910  =   0.99976215
 BL2340
 BL2340                          SUPERSEDED SURVEY CONTROL
 BL2340
 BL2340  ELLIP H (05/09/94)  -19.36   (m)                       GP(       ) 4 2
 BL2340  ELLIP H (04/21/94)  -19.36   (m)                       GP(       ) 3 1
 BL2340  ELLIP H (12/21/93)  -19.35   (m)                       GP(       ) 4 1
 BL2340  ELLIP H (01/21/93)  -19.35   (m)                       GP(       ) 4 2
 BL2340  ELLIP H (09/04/92)  -19.35   (m)                       GP(       ) 3 1
 BL2340  NAD 83(1993)-  30 09 39.04801(N)    094 10 45.48896(W) AD(       ) A
 BL2340  ELLIP H (07/31/92)  -19.35   (m)                       GP(       ) 1 1
 BL2340  NAD 83(1986)-  30 09 39.06801(N)    094 10 45.47009(W) AD(       ) 1
 BL2340  NAVD 88 (01/23/98)    8.05   (m)           26.4    (f) LEVELING    3  
 BL2340  NGVD 29 (12/24/91)    8.2    (m)           27.     (f) GPS OBS        
 BL2340
 BL2340.Superseded values are not recommended for survey control.
 BL2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2340.See file dsdata.txt to determine how the superseded data were derived.
 BL2340
 BL2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8643937196(NAD 83)
 BL2340_MARKER: Z = SEE DESCRIPTION
 BL2340_SETTING: 0 = UNSPECIFIED SETTING
 BL2340_SP_SET: CONCRETE POST
 BL2340_MARK LOGO: TXHD  
 BL2340_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2340+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL2340
 BL2340  HISTORY     - Date     Condition        Report By
 BL2340  HISTORY     - 1989     MONUMENTED       TXHD
 BL2340  HISTORY     - 19900108 GOOD             MERRIC
 BL2340  HISTORY     - 19920212 GOOD             LADTD
 BL2340  HISTORY     - 19930319 GOOD             NGS
 BL2340  HISTORY     - 19961017 GOOD             NGS
 BL2340  HISTORY     - 19970313 GOOD             NGS
 BL2340  HISTORY     - 20050127 GOOD             USPSQD
 BL2340  HISTORY     - 20060304 GOOD             USPSQD
 BL2340
 BL2340                          STATION DESCRIPTION
 BL2340
 BL2340'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2340'THE STATION IS LOCATED AT THE STATE HIGHWAY DEPARTMENT DISTRICT 20
 BL2340'OFFICE CAMPUS IN BEAUMONT, APPROX 850 FEET EAST OF THE SOUTH ENTRANCE.
 BL2340'THE MARKER IS 50.1 FEET WEST OF THE WEST EDGE OF THE STORAGE ROAD,
 BL2340'AND 655 FEET SOUTHWEST OF THE RADIO TOWER.  CONTROL POINT IS FLUSH
 BL2340'WITH THE SURROUNDING GROUND.
 BL2340
 BL2340                          STATION RECOVERY (1992)
 BL2340
 BL2340'RECOVERY NOTE BY LA TRANSP AND DEV 1992
 BL2340'THE STATION IS LOCATED IN THE NORTHERN PART OF BEAUMONT AT THE TEXAS
 BL2340'STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION OFFICE.
 BL2340'OWNERSHIP--TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC
 BL2340'TRANSPORTATION, BEAUMONT DISTRICT, 8350 U.S. 69 NORTH, P.O. BOX 3468,
 BL2340'BEAUMONT, TX 77704, TELEPHONE 409-892-7311, FAX TELEPHONE
 BL2340'409-982-7398.  POINT OF CONTACT, MR. WILLARD A. COLLIER, DISTRICT
 BL2340'DESIGN ENGINEER, TELEPHONE 409-892-7311, EXT 240 OR MARVIN
 BL2340'LITTLEPAGE, EXT. 238..
 BL2340'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BL2340'U.S. HIGHWAY 69 IN BEAUMONT, GO NORTH FOR ABOUT 4.25 MI (6.84 KM) ON
 BL2340'HIGHWAY 69 TO THE LAWRENCE DRIVE EXIT.  TAKE LAWRENCE DRIVE EXIT AND
 BL2340'CONTINUE NORTH FOR 1.3 MI (2.1 KM) ON THE SERVICE ROAD TO A DRIVE
 BL2340'RIGHT.  TURN RIGHT AND GO EAST FOR 0.15 MI (0.24 KM) ON THE DRIVE
 BL2340'PASSING THROUGH A GATE INTO THE MAINTENCE YARD OF THE HIGHWAY
 BL2340'DEPARTMENT TO THE STATION ON THE RIGHT.
 BL2340'NOTE--THE STATION IS THE SHANK OF A DISK SET IN A CONCRETE POST, THE
 BL2340'SHANK HAS A CHISELED CROSS WITH A PUNCH HOLE IN THE CENTER.
 BL2340'THE STATION IS 850 FT (259.1 M) EAST FROM THE ENTRANCE GATE, 655 FT
 BL2340'(199.6 M) SOUTHWEST FROM A RADIO TOWER, 50.1 FT (15.3 M) WEST FROM
 BL2340'THE WEST EDGE OF THE STORAGE ROAD AND FLUSH WITH THE GROUND.
 BL2340'NOTE--CONTACT MR. COLLIER FOR LATE OR AFTER HOURS ENTRY.
 BL2340
 BL2340                          STATION RECOVERY (1993)
 BL2340
 BL2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BL2340'THE STATION IS LOCATED AT THE NORTH END OF BEAUMONT UNDER A 6 M
 BL2340'(19.7 FT) TALL STEEL TOWER USED FOR GPS ANTENNA PLACEMENT AND AT THE
 BL2340'EAST SIDE OF THE SOUTH LAWN AT THE TEXAS STATE DEPARTMANT OF HIGHWAYS
 BL2340'AND PUBLIC TRANSPORTATION OFFICE.  OWNERSHIP--TEXAS STATE DEPARTMENT
 BL2340'OF HIGHWAYS AND PUBLIC TRANSPORTATION, BEAUMONT DISTRICT, 8350 U.S.
 BL2340'HIGHWAY 96 NORTH, P.O. BOX 3468, BEAUMONT, TX 77704.  CONTACT JERRY
 BL2340'GREGORY, ADVANCED PROJECT DEVELOPMENT ENGINEER FOR PERMISSION TO USE
 BL2340'THIS STATION ONE DAY IN ADVANCE OR FOR ACCESS THROUGH THE LOCKED GATE
 BL2340'FOR NIGHT TIME USE.  PHONE 409-898-5706 DURING 8-5 BUSINESS HOURS.
 BL2340'NOTE--THERE IS A GPS ANTENNA MOUNTED ON TOP OF THE TOWER AND A CABLE
 BL2340'LEADING INTO THE SMALL STEEL SHED AT THE BOTTOM.  THE DOOR TO THE
 BL2340'SHED IS LOCKED.  JERRY GREGORY HAS THE KEY TO THE DOOR.
 BL2340'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 10
 BL2340'AND U.S. HIGHWAY 69 (EXIT 853-A) IN BEAUMONT, GO NORTH ON HIGHWAY 69
 BL2340'FOR 6.85 KM (4.25 MI) TO THE LAWRENCE DRIVE EXIT.  BEAR RIGHT, NORTH,
 BL2340'ON THE EXIT ROAD AND FRONTAGE ROAD FOR 2.2 KM (1.35 MI) TO THE SOUTH
 BL2340'ENTRANCE TO THE DEPARTMENT OF HIGHWAYS OFFICE.  TURN RIGHT, EAST, ON
 BL2340'THE PAVED ROAD FOR 0.15 KM (0.10 MI) TO A GATE (LOCKED AFTER BUSINESS
 BL2340'HOURS). CONTINUE EAST, PASSING THROUGH THE GATE AND ON THE SOUTH SIDE
 BL2340'OF THE PARKING AREA TO THE EAST END OF THE PARKING AREA AND A PAVED
 BL2340'ROAD RIGHT.  TURN RIGHT, SOUTHEAST, ON THE PAVED ROAD FOR 0.05 KM
 BL2340'(0.05 MI) TO THE STATION ON THE RIGHT.
 BL2340'THE STATION IS THE SHANK OF A DISK IN THE TOP OF A 50 CM ROUND
 BL2340'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 52.5 M (172.2 FT)
 BL2340'SOUTH FROM THE SOUTH EDGE OF THE PARKING AREA, 45.6 M (149.6 FT) NORTH
 BL2340'FROM THE CHAIN LINK PERIMETER FENCE, 25.9 M (85.0 FT) NORTHWEST FROM
 BL2340'A POWER POLE WITH METER, 17.8 M (58.4 FT) SOUTHWEST FROM THE CENTER
 BL2340'OF THE PAVED ROAD AND 3.9 M (12.8 FT) WEST FROM THE NORTHWEST CORNER
 BL2340'OF THE CONCRETE PAD WITH A SMALL GRAY STEEL SHED.
 BL2340
 BL2340                          STATION RECOVERY (1996)
 BL2340
 BL2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BL2340'IN BEAUMONT, AT 8350 U.S.  HIGHWAY 69, IN THE EAST PART OF THE SOUTH
 BL2340'LAWN OF THE DEPARTMENT OF TRANSPORTATION HEADQUARTERS, NEAR THE CENTER
 BL2340'OF THE THREE LEGS OF A 20-FOOT TOWER, 200.0 M (656.2 FT) EAST OF THE
 BL2340'SOUTHEAST CORNER OF THE BUILDING, 25.9 M (85.0 FT) NORTHWEST OF A
 BL2340'UTILITY POLE, 21.2 M (69.6 FT) SOUTH OF THE EXTENDED CENTER OF A
 BL2340'DRIVEWAY, 11.7 M (38.4 FT) WEST OF THE CENTER OF A PAVED DRIVEWAY, 4.0
 BL2340'M (13.1 FT) WEST OF THE NORTHWEST CORNER OF A 12 BY 12-FOOT CONCRETE
 BL2340'PAD, 1.1 M (3.6 FT) SOUTH OF THE NORTH LEG OF THE TOWER, AND THE
 BL2340'MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE DATUM POINT IS
 BL2340'THE STEM OF A DISK IN A CONCRETE POST.  THE STEM HAS A CHISELED CROSS
 BL2340'AND A PUNCH MARK.  THE MONUMENT IS ON PROPERTY OWNED BY THE TEXAS
 BL2340'DEPARTMENT OF TRANSPORTATION DISTRICT 20, 8350 U.S.  HIGHWAY 69, P.O.
 BL2340'BOX 3468, BEAUMONT, TX 77704, TELEPHONE NUMBER (409) 898-5706.
 BL2340
 BL2340                          STATION RECOVERY (1997)
 BL2340
 BL2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 BL2340'THE STATION WAS RECOVERED USING THE 1996 STATION RECOVERY, ALL
 BL2340'DIRECTIONS AND DISTANCES CHECKED.
 BL2340
 BL2340                          STATION RECOVERY (2005)
 BL2340
 BL2340'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2340'RECOVERED IN GOOD CONDITION.
 BL2340
 BL2340                          STATION RECOVERY (2006)
 BL2340
 BL2340'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL2340'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9543 ***********************************************************************
 AF9543  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9543  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9543  DESIGNATION -  BEAUMONT RRP CORS ARP
 AF9543  CORS_ID     -  BEA5
 AF9543  PID         -  AF9543
 AF9543  STATE/COUNTY-  TX/JEFFERSON
 AF9543  USGS QUAD   -  VOTH (1993)
 AF9543
 AF9543                         *CURRENT SURVEY CONTROL
 AF9543  ___________________________________________________________________
 AF9543* NAD 83(CORS)-  30 09 42.18064(N)    094 10 46.93060(W)     ADJUSTED  
 AF9543* NAVD 88     -        16.97   (meters)      55.7    (feet)  GPS OBS   
 AF9543  ___________________________________________________________________
 AF9543  EPOCH DATE  -        2002.00
 AF9543  X           -    -402,270.830 (meters)                     COMP
 AF9543  Y           -  -5,504,582.850 (meters)                     COMP
 AF9543  Z           -   3,185,880.909 (meters)                     COMP
 AF9543  ELLIP HEIGHT-         -10.61  (meters)          (03/??/02) GPS OBS
 AF9543  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AF9543
 AF9543  HORZ ORDER  -  SPECIAL (CORS)
 AF9543  ELLP ORDER  -  SPECIAL (CORS)
 AF9543
 AF9543.ITRF positions are available for this station.
 AF9543.The coordinates were established by GPS observations
 AF9543.and adjusted by the National Geodetic Survey in March 2002..
 AF9543.The coordinates are valid at the epoch date displayed above.
 AF9543.The epoch date for horizontal control is a decimal equivalence
 AF9543.of Year/Month/Day.
 AF9543
 AF9543.The orthometric height was determined by GPS observations and a
 AF9543.high-resolution geoid model using precise GPS observation and
 AF9543.processing techniques.
 AF9543
 AF9543.The PID for the CORS L1 Phase Center is AB6384.
 AF9543
 AF9543.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9543
 AF9543.The ellipsoidal height was determined by GPS observations
 AF9543.and is referenced to NAD 83.
 AF9543
 AF9543.The geoid height was determined by GEOID03.
 AF9543
 AF9543;                    North         East     Units Scale Factor Converg.
 AF9543;SPC TXSC     - 4,267,622.489 1,064,189.879   MT  0.99996713   +2 21 41.5
 AF9543;SPC TXSC     -14,001,358.12  3,491,429.63   sFT  0.99996713   +2 21 41.5
 AF9543
 AF9543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9543!SPC TXSC     -   1.00000167  x   0.99996713  =   0.99996880
 AF9543
 AF9543                          SUPERSEDED SURVEY CONTROL
 AF9543
 AF9543  NAD 83(CORS)-  30 09 42.17950(N)    094 10 46.93207(W) AD(1997.00) c
 AF9543  ELLIP H (07/??/00)  -10.54   (m)                       GP(1997.00) c c
 AF9543  NAD 83(CORS)-  30 09 42.17926(N)    094 10 46.93178(W) AD(1997.00) c
 AF9543  ELLIP H (03/??/98)  -10.55   (m)                       GP(1997.00) c c
 AF9543  NAD 83(CORS)-  30 09 42.17927(N)    094 10 46.93180(W) AD(1997.00) c
 AF9543  NAD 83(CORS)-  30 09 42.17925(N)    094 10 46.93211(W) AD(1996.00) c
 AF9543  ELLIP H (04/??/96)  -10.52   (m)                       GP(1997.00) c c
 AF9543  ELLIP H (04/??/96)  -10.52   (m)                       GP(1996.00) c c
 AF9543
 AF9543.Superseded values are not recommended for survey control.
 AF9543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9543.See file dsdata.txt to determine how the superseded data were derived.
 AF9543
 AF9543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8640137293(NAD 83)
 AF9543_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9543
 AF9543                          STATION DESCRIPTION
 AF9543
 AF9543'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9543'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9543'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9543'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9543'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9543'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6384 ***********************************************************************
 AB6384  HT_MOD      -  This is a Height Modernization Survey Station.
 AB6384  CORS        -  This is a GPS Continuously Operating Reference Station.
 AB6384  DESIGNATION -  BEAUMONT RRP CORS L1 PHASE CENTER
 AB6384  CORS_ID     -  BEA5
 AB6384  PID         -  AB6384
 AB6384  STATE/COUNTY-  TX/JEFFERSON
 AB6384  USGS QUAD   -  VOTH (1993)
 AB6384
 AB6384                         *CURRENT SURVEY CONTROL
 AB6384  ___________________________________________________________________
 AB6384* NAD 83(CORS)-  30 09 42.18069(N)    094 10 46.93064(W)     ADJUSTED  
 AB6384* NAVD 88     -        17.04   (meters)      55.9    (feet)  GPS OBS   
 AB6384  ___________________________________________________________________
 AB6384  EPOCH DATE  -        2002.00
 AB6384  X           -    -402,270.836 (meters)                     COMP
 AB6384  Y           -  -5,504,582.918 (meters)                     COMP
 AB6384  Z           -   3,185,880.950 (meters)                     COMP
 AB6384  ELLIP HEIGHT-         -10.53  (meters)          (03/??/02) GPS OBS
 AB6384  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AB6384
 AB6384  HORZ ORDER  -  SPECIAL (CORS)
 AB6384  ELLP ORDER  -  SPECIAL (CORS)
 AB6384
 AB6384.ITRF positions are available for this station.
 AB6384.The coordinates were established by GPS observations
 AB6384.and adjusted by the National Geodetic Survey in March 2002..
 AB6384.The coordinates are valid at the epoch date displayed above.
 AB6384.The epoch date for horizontal control is a decimal equivalence
 AB6384.of Year/Month/Day.
 AB6384
 AB6384.The orthometric height was determined by GPS observations and a
 AB6384.high-resolution geoid model using precise GPS observation and
 AB6384.processing techniques.
 AB6384
 AB6384.The PID for the CORS ARP is AF9543.
 AB6384
 AB6384.The XYZ, and position/ellipsoidal ht. are equivalent.
 AB6384
 AB6384.The ellipsoidal height was determined by GPS observations
 AB6384.and is referenced to NAD 83.
 AB6384
 AB6384.The geoid height was determined by GEOID03.
 AB6384
 AB6384;                    North         East     Units Scale Factor Converg.
 AB6384;SPC TXSC     - 4,267,622.490 1,064,189.878   MT  0.99996713   +2 21 41.5
 AB6384;SPC TXSC     -14,001,358.12  3,491,429.62   sFT  0.99996713   +2 21 41.5
 AB6384
 AB6384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6384!SPC TXSC     -   1.00000165  x   0.99996713  =   0.99996878
 AB6384
 AB6384                          SUPERSEDED SURVEY CONTROL
 AB6384
 AB6384  NAD 83(CORS)-  30 09 42.17955(N)    094 10 46.93211(W) AD(1997.00) c
 AB6384  ELLIP H (07/??/00)  -10.46   (m)                       GP(1997.00) c c
 AB6384  NAD 83(CORS)-  30 09 42.17931(N)    094 10 46.93182(W) AD(1997.00) c
 AB6384  ELLIP H (03/??/98)  -10.48   (m)                       GP(1997.00) c c
 AB6384  NAD 83(CORS)-  30 09 42.17932(N)    094 10 46.93185(W) AD(1997.00) c
 AB6384  NAD 83(CORS)-  30 09 42.17930(N)    094 10 46.93216(W) AD(1996.00) c
 AB6384  ELLIP H (04/??/96)  -10.45   (m)                       GP(1997.00) c c
 AB6384  ELLIP H (04/??/96)  -10.45   (m)                       GP(1996.00) c c
 AB6384
 AB6384.Superseded values are not recommended for survey control.
 AB6384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6384.See file dsdata.txt to determine how the superseded data were derived.
 AB6384
 AB6384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8640137293(NAD 83)
 AB6384_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AB6384
 AB6384                          STATION DESCRIPTION
 AB6384
 AB6384'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AB6384'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AB6384'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AB6384'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AB6384'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AB6384'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4375 ***********************************************************************
 DF4375  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4375  DESIGNATION -  BEAUMONT RRP2 CORS ARP
 DF4375  CORS_ID     -  TXBM
 DF4375  PID         -  DF4375
 DF4375  STATE/COUNTY-  TX/JEFFERSON
 DF4375  USGS QUAD   -  VOTH (1993)
 DF4375
 DF4375                         *CURRENT SURVEY CONTROL
 DF4375  ___________________________________________________________________
 DF4375* NAD 83(CORS)-  30 09 42.18023(N)    094 10 46.93148(W)     ADJUSTED  
 DF4375* NAVD 88     -                                                        
 DF4375  ___________________________________________________________________
 DF4375  EPOCH DATE  -        2002.00
 DF4375  X           -    -402,270.854 (meters)                     COMP
 DF4375  Y           -  -5,504,582.854 (meters)                     COMP
 DF4375  Z           -   3,185,880.898 (meters)                     COMP
 DF4375  ELLIP HEIGHT-         -10.61  (meters)          (03/??/03) GPS OBS
 DF4375  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DF4375
 DF4375  HORZ ORDER  -  SPECIAL (CORS)
 DF4375  ELLP ORDER  -  SPECIAL (CORS)
 DF4375
 DF4375.ITRF positions are available for this station.
 DF4375.The coordinates were established by GPS observations
 DF4375.and adjusted by the National Geodetic Survey in March 2003..
 DF4375.The coordinates are valid at the epoch date displayed above.
 DF4375.The epoch date for horizontal control is a decimal equivalence
 DF4375.of Year/Month/Day.
 DF4375
 DF4375
 DF4375.The PID for the CORS L1 Phase Center is DF4376.
 DF4375
 DF4375.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4375
 DF4375.The ellipsoidal height was determined by GPS observations
 DF4375.and is referenced to NAD 83.
 DF4375
 DF4375.The geoid height was determined by GEOID03.
 DF4375
 DF4375;                    North         East     Units Scale Factor Converg.
 DF4375;SPC TXSC     - 4,267,622.475 1,064,189.856   MT  0.99996713   +2 21 41.5
 DF4375;SPC TXSC     -14,001,358.07  3,491,429.55   sFT  0.99996713   +2 21 41.5
 DF4375
 DF4375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4375!SPC TXSC     -   1.00000167  x   0.99996713  =   0.99996880
 DF4375
 DF4375                          SUPERSEDED SURVEY CONTROL
 DF4375
 DF4375.No superseded survey control is available for this station.
 DF4375
 DF4375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8640137293(NAD 83)
 DF4375_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4375
 DF4375                          STATION DESCRIPTION
 DF4375
 DF4375'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4375'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4375'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4375'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4375'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4375'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4376 ***********************************************************************
 DF4376  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4376  DESIGNATION -  BEAUMONT RRP2 CORS L1 PHASE CENTER
 DF4376  CORS_ID     -  TXBM
 DF4376  PID         -  DF4376
 DF4376  STATE/COUNTY-  TX/JEFFERSON
 DF4376  USGS QUAD   -  VOTH (1993)
 DF4376
 DF4376                         *CURRENT SURVEY CONTROL
 DF4376  ___________________________________________________________________
 DF4376* NAD 83(CORS)-  30 09 42.18024(N)    094 10 46.93146(W)     ADJUSTED  
 DF4376* NAVD 88     -                                                        
 DF4376  ___________________________________________________________________
 DF4376  EPOCH DATE  -        2002.00
 DF4376  X           -    -402,270.858 (meters)                     COMP
 DF4376  Y           -  -5,504,582.915 (meters)                     COMP
 DF4376  Z           -   3,185,880.933 (meters)                     COMP
 DF4376  ELLIP HEIGHT-         -10.54  (meters)          (03/??/03) GPS OBS
 DF4376  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DF4376
 DF4376  HORZ ORDER  -  SPECIAL (CORS)
 DF4376  ELLP ORDER  -  SPECIAL (CORS)
 DF4376
 DF4376.ITRF positions are available for this station.
 DF4376.The coordinates were established by GPS observations
 DF4376.and adjusted by the National Geodetic Survey in March 2003..
 DF4376.The coordinates are valid at the epoch date displayed above.
 DF4376.The epoch date for horizontal control is a decimal equivalence
 DF4376.of Year/Month/Day.
 DF4376
 DF4376
 DF4376.The PID for the CORS ARP is DF4375.
 DF4376
 DF4376.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4376
 DF4376.The ellipsoidal height was determined by GPS observations
 DF4376.and is referenced to NAD 83.
 DF4376
 DF4376.The geoid height was determined by GEOID03.
 DF4376
 DF4376;                    North         East     Units Scale Factor Converg.
 DF4376;SPC TXSC     - 4,267,622.475 1,064,189.857   MT  0.99996713   +2 21 41.5
 DF4376;SPC TXSC     -14,001,358.07  3,491,429.56   sFT  0.99996713   +2 21 41.5
 DF4376
 DF4376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4376!SPC TXSC     -   1.00000166  x   0.99996713  =   0.99996879
 DF4376
 DF4376                          SUPERSEDED SURVEY CONTROL
 DF4376
 DF4376.No superseded survey control is available for this station.
 DF4376
 DF4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8640137293(NAD 83)
 DF4376_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF4376
 DF4376                          STATION DESCRIPTION
 DF4376
 DF4376'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF4376'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4376'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4376'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4376'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4376'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2065 ***********************************************************************
 BL2065  DESIGNATION -  BEAUMONT SAN JACINTO BLDG TWR
 BL2065  PID         -  BL2065
 BL2065  STATE/COUNTY-  TX/JEFFERSON
 BL2065  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2065
 BL2065                         *CURRENT SURVEY CONTROL
 BL2065  ___________________________________________________________________
 BL2065* NAD 83(1993)-  30 04 55.79231(N)    094 05 54.28528(W)     ADJUSTED  
 BL2065* NAVD 88     -                                                        
 BL2065  ___________________________________________________________________
 BL2065  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BL2065  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2065
 BL2065  HORZ ORDER  -  THIRD
 BL2065
 BL2065.The horizontal coordinates were established by classical geodetic methods
 BL2065.and adjusted by the National Geodetic Survey in February 1996..
 BL2065
 BL2065
 BL2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2065
 BL2065.The geoid height was determined by GEOID03.
 BL2065
 BL2065;                    North         East     Units Scale Factor Converg.
 BL2065;SPC TXSC     - 4,259,137.244 1,072,382.998   MT  0.99994808   +2 24 04.9
 BL2065;SPC TXSC     -13,973,519.44  3,518,309.89   sFT  0.99994808   +2 24 04.9
 BL2065;SPC TX C     - 3,062,902.398 1,300,779.095   MT  1.00000939   +3 12 40.9
 BL2065;SPC TX C     -10,048,872.28  4,267,639.41   sFT  1.00000939   +3 12 40.9
 BL2065;UTM  15      - 3,328,398.539   394,144.778   MT  0.99973824   -0 33 02.2
 BL2065
 BL2065                          SUPERSEDED SURVEY CONTROL
 BL2065
 BL2065  NAD 83(1993)-  30 04 55.79219(N)    094 05 54.28551(W) AD(       ) 4
 BL2065  NAD 83(1986)-  30 04 55.80938(N)    094 05 54.26670(W) AD(       ) 4
 BL2065  NAD 27      -  30 04 55.03000(N)    094 05 53.61300(W) AD(       ) 3
 BL2065
 BL2065.Superseded values are not recommended for survey control.
 BL2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2065.See file dsdata.txt to determine how the superseded data were derived.
 BL2065
 BL2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9414528399(NAD 83)
 BL2065_MARKER: 55 = TOWER
 BL2065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2065+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 BL2065
 BL2065  HISTORY     - Date     Condition        Report By
 BL2065  HISTORY     - 1933     FIRST OBSERVED   CGS
 BL2065  HISTORY     - 1984     GOOD             USPSQD
 BL2065  HISTORY     - 19890819 GOOD             USPSQD
 BL2065  HISTORY     - 19940817 GOOD             USPSQD
 BL2065  HISTORY     - 20010119 GOOD             USPSQD
 BL2065  HISTORY     - 20010331 GOOD             NGS
 BL2065  HISTORY     - 20010331 GOOD             NGS
 BL2065  HISTORY     - 20040102 GOOD             USPSQD
 BL2065  HISTORY     - 20050202 GOOD             USPSQD
 BL2065
 BL2065                          STATION DESCRIPTION
 BL2065
 BL2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2065'STATION IS HIGHEST POINT OF CUPOLA ON CLOCK TOWER OF THE
 BL2065'SAN JACINTO BUILDING LOCATED AT FANNIN AND ORLEANS STREETS.
 BL2065'TOP OF CUPOLA IS ABOUT 60 FEET ABOVE ROOF.
 BL2065
 BL2065                          STATION RECOVERY (1984)
 BL2065
 BL2065'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 BL2065'STATION RECOVERED GOOD.
 BL2065
 BL2065                          STATION RECOVERY (1989)
 BL2065
 BL2065'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJB)
 BL2065'RECOVERED IN GOOD CONDITION.
 BL2065
 BL2065                          STATION RECOVERY (1994)
 BL2065
 BL2065'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2065'RECOVERED IN GOOD CONDITION.
 BL2065
 BL2065                          STATION RECOVERY (2001)
 BL2065
 BL2065'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL2065'RECOVERED IN GOOD CONDITION.
 BL2065
 BL2065                          STATION RECOVERY (2001)
 BL2065
 BL2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2065'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2065
 BL2065                          STATION RECOVERY (2001)
 BL2065
 BL2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2065'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2065
 BL2065                          STATION RECOVERY (2004)
 BL2065
 BL2065'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2065'RECOVERED IN GOOD CONDITION.
 BL2065
 BL2065                          STATION RECOVERY (2005)
 BL2065
 BL2065'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL2065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2084 ***********************************************************************
 BL2084  DESIGNATION -  BEAUMONT ST ANTHONY CH CROSS
 BL2084  PID         -  BL2084
 BL2084  STATE/COUNTY-  TX/JEFFERSON
 BL2084  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2084
 BL2084                         *CURRENT SURVEY CONTROL
 BL2084  ___________________________________________________________________
 BL2084* NAD 83(1993)-  30 04 39.50292(N)    094 06 03.40509(W)     ADJUSTED  
 BL2084* NAVD 88     -                                                        
 BL2084  ___________________________________________________________________
 BL2084  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BL2084  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2084
 BL2084  HORZ ORDER  -  THIRD
 BL2084
 BL2084.The horizontal coordinates were established by classical geodetic methods
 BL2084.and adjusted by the National Geodetic Survey in February 1996..
 BL2084
 BL2084
 BL2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2084
 BL2084.The geoid height was determined by GEOID03.
 BL2084
 BL2084;                    North         East     Units Scale Factor Converg.
 BL2084;SPC TXSC     - 4,258,625.886 1,072,160.004   MT  0.99994705   +2 24 00.4
 BL2084;SPC TXSC     -13,971,841.76  3,517,578.28   sFT  0.99994705   +2 24 00.4
 BL2084;SPC TX C     - 3,062,387.907 1,300,563.338   MT  1.00001065   +3 12 36.2
 BL2084;SPC TX C     -10,047,184.32  4,266,931.55   sFT  1.00001065   +3 12 36.2
 BL2084;UTM  15      - 3,327,899.448   393,895.798   MT  0.99973889   -0 33 06.5
 BL2084
 BL2084                          SUPERSEDED SURVEY CONTROL
 BL2084
 BL2084  NAD 83(1993)-  30 04 39.50262(N)    094 06 03.40536(W) AD(       ) 4
 BL2084  NAD 83(1986)-  30 04 39.51957(N)    094 06 03.38654(W) AD(       ) 4
 BL2084  NAD 27      -  30 04 38.75200(N)    094 06 02.74800(W) AD(       ) 3
 BL2084
 BL2084.Superseded values are not recommended for survey control.
 BL2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2084.See file dsdata.txt to determine how the superseded data were derived.
 BL2084
 BL2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9389627899(NAD 83)
 BL2084_MARKER: 91 = CHURCH CROSS
 BL2084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2084+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2004
 BL2084
 BL2084  HISTORY     - Date     Condition        Report By
 BL2084  HISTORY     - 1933     FIRST OBSERVED   CGS
 BL2084  HISTORY     - 1984     GOOD             USPSQD
 BL2084  HISTORY     - 1988     GOOD             USPSQD
 BL2084  HISTORY     - 19890819 GOOD             USPSQD
 BL2084  HISTORY     - 19940817 GOOD             USPSQD
 BL2084  HISTORY     - 20010120 GOOD             USPSQD
 BL2084  HISTORY     - 20010331 GOOD             NGS
 BL2084  HISTORY     - 20010331 GOOD             NGS
 BL2084  HISTORY     - 20040102 GOOD             USPSQD
 BL2084  HISTORY     - 20040404 GOOD             USPSQD
 BL2084
 BL2084                          STATION DESCRIPTION
 BL2084
 BL2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2084'STATION IS THE CENTER OF THE CROSS ON THE LARGE CIRCULAR
 BL2084'GREEN CUPOLA WHICH IS THE HIGHEST POINT OF ST. ANTHONY CATHOLIC
 BL2084'CHURCH AT WALL AND JEFFERSON STREETS.
 BL2084
 BL2084                          STATION RECOVERY (1984)
 BL2084
 BL2084'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 BL2084'STATION RECOVERED GOOD.
 BL2084
 BL2084                          STATION RECOVERY (1988)
 BL2084
 BL2084'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL2084'RECOVERED IN GOOD CONDITION.
 BL2084
 BL2084                          STATION RECOVERY (1989)
 BL2084
 BL2084'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL2084'RECOVERED IN GOOD CONDITION.
 BL2084
 BL2084                          STATION RECOVERY (1994)
 BL2084
 BL2084'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2084'RECOVERED IN GOOD CONDITION.
 BL2084
 BL2084                          STATION RECOVERY (2001)
 BL2084
 BL2084'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL2084'RECOVERED IN GOOD CONDITION.
 BL2084
 BL2084                          STATION RECOVERY (2001)
 BL2084
 BL2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2084'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2084
 BL2084                          STATION RECOVERY (2001)
 BL2084
 BL2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2084'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2084
 BL2084                          STATION RECOVERY (2004)
 BL2084
 BL2084'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2084'RECOVERED IN GOOD CONDITION.
 BL2084
 BL2084                          STATION RECOVERY (2004)
 BL2084
 BL2084'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BL2084'THE GREEN CUPOLA NOW APPEARS TO BE A BLACK CUPOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2082 ***********************************************************************
 BL2082  DESIGNATION -  BEAUMONT STEINHEIGEN MILL TANK
 BL2082  PID         -  BL2082
 BL2082  STATE/COUNTY-  TX/JEFFERSON
 BL2082  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2082
 BL2082                         *CURRENT SURVEY CONTROL
 BL2082  ___________________________________________________________________
 BL2082* NAD 83(1993)-  30 04 39.28151(N)    094 06 45.89153(W)     ADJUSTED  
 BL2082* NAVD 88     -                                                        
 BL2082  ___________________________________________________________________
 BL2082  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BL2082  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2082
 BL2082  HORZ ORDER  -  THIRD
 BL2082
 BL2082.The horizontal coordinates were established by classical geodetic methods
 BL2082.and adjusted by the National Geodetic Survey in February 1996..
 BL2082
 BL2082
 BL2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2082
 BL2082.The geoid height was determined by GEOID03.
 BL2082
 BL2082;                    North         East     Units Scale Factor Converg.
 BL2082;SPC TXSC     - 4,258,571.485 1,071,023.522   MT  0.99994704   +2 23 39.6
 BL2082;SPC TXSC     -13,971,663.28  3,513,849.67   sFT  0.99994704   +2 23 39.6
 BL2082;SPC TX C     - 3,062,317.445 1,299,427.666   MT  1.00001066   +3 12 14.3
 BL2082;SPC TX C     -10,046,953.15  4,263,205.60   sFT  1.00001066   +3 12 14.3
 BL2082;UTM  15      - 3,327,903.646   392,758.257   MT  0.99974189   -0 33 27.8
 BL2082
 BL2082                          SUPERSEDED SURVEY CONTROL
 BL2082
 BL2082  NAD 83(1993)-  30 04 39.28136(N)    094 06 45.89190(W) AD(       ) 4
 BL2082  NAD 83(1986)-  30 04 39.29881(N)    094 06 45.87321(W) AD(       ) 4
 BL2082  NAD 27      -  30 04 38.53200(N)    094 06 45.23300(W) AD(       ) 3
 BL2082
 BL2082.Superseded values are not recommended for survey control.
 BL2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2082.See file dsdata.txt to determine how the superseded data were derived.
 BL2082
 BL2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9275827904(NAD 83)
 BL2082_MARKER: 53 = ELEVATED TANK
 BL2082
 BL2082  HISTORY     - Date     Condition        Report By
 BL2082  HISTORY     - 1933     FIRST OBSERVED   CGS
 BL2082  HISTORY     - 1964     GOOD             CGS
 BL2082  HISTORY     - 1984     GOOD             USPSQD
 BL2082  HISTORY     - 1988     POOR             USPSQD
 BL2082  HISTORY     - 19910817 GOOD             USPSQD
 BL2082  HISTORY     - 19940817 MARK NOT FOUND   USPSQD
 BL2082  HISTORY     - 20010120 MARK NOT FOUND   USPSQD
 BL2082  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2082  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2082  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 BL2082  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 BL2082
 BL2082                          STATION DESCRIPTION
 BL2082
 BL2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2082'STATION IS THE BALL APEX OF THE STEINHAGEN RICE MILL LOCATED
 BL2082'ON CEDAR STREET IN THE W SECTION OF THE CITY OF BEAUMONT.
 BL2082'TANK IS BLACK, STEEL, 140 FEET HIGH, AND IN A POOR STATE
 BL2082'OF REPAIR.
 BL2082'
 BL2082'THE RICE MILL WAS FORMERLY CALLED THE MC FADDIN RICE MILL.
 BL2082
 BL2082                          STATION RECOVERY (1964)
 BL2082
 BL2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RMB)
 BL2082'STATION WAS RECOVERED.  THE TANK IS PAINTED SILVER AND IS
 BL2082'NOW PART OF THE COMET RICE CO. MILL.
 BL2082
 BL2082                          STATION RECOVERY (1984)
 BL2082
 BL2082'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 BL2082'STATION RECOVERED GOOD.
 BL2082'
 BL2082'STATION WAS LOCATED AS DESCRIBED IN HORIZONTAL CONTROL DATA OF
 BL2082'OCTOBER 1966 ISSUE.  TANK IS PAINTED SILVER WITH COMET RICE PAINTED
 BL2082'IN BLACK ON IT BUT FADED NOW.  LOCATED AT 1660 CEDAR ST. NEAR
 BL2082'SOUTHERN PACIFIC R.R.
 BL2082
 BL2082                          STATION RECOVERY (1988)
 BL2082
 BL2082'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 BL2082'MARK RECOVERED IN POOR CONDITION.
 BL2082
 BL2082                          STATION RECOVERY (1991)
 BL2082
 BL2082'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL2082'RECOVERED IN GOOD CONDITION.
 BL2082
 BL2082                          STATION RECOVERY (1994)
 BL2082
 BL2082'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2082'MARK NOT FOUND.
 BL2082
 BL2082                          STATION RECOVERY (2001)
 BL2082
 BL2082'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL2082'DEMOLISHED WITH THE RUNDOWN BLD BESIDE IT.
 BL2082
 BL2082                          STATION RECOVERY (2001)
 BL2082
 BL2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2082'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2082
 BL2082                          STATION RECOVERY (2001)
 BL2082
 BL2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2082'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2082
 BL2082                          STATION RECOVERY (2004)
 BL2082
 BL2082'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2082'MARK NOT FOUND.
 BL2082
 BL2082                          STATION RECOVERY (2005)
 BL2082
 BL2082'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL2082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2085 ***********************************************************************
 BL2085  DESIGNATION -  BEAUMONT TERM DOCKS MUN TANK
 BL2085  PID         -  BL2085
 BL2085  STATE/COUNTY-  TX/JEFFERSON
 BL2085  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2085
 BL2085                         *CURRENT SURVEY CONTROL
 BL2085  ___________________________________________________________________
 BL2085* NAD 83(1993)-  30 04 46.52914(N)    094 05 17.79604(W)     ADJUSTED  
 BL2085* NAVD 88     -                                                        
 BL2085  ___________________________________________________________________
 BL2085  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BL2085  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2085
 BL2085  HORZ ORDER  -  THIRD
 BL2085
 BL2085.The horizontal coordinates were established by classical geodetic methods
 BL2085.and adjusted by the National Geodetic Survey in February 1996..
 BL2085
 BL2085
 BL2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2085
 BL2085.The geoid height was determined by GEOID03.
 BL2085
 BL2085;                    North         East     Units Scale Factor Converg.
 BL2085;SPC TXSC     - 4,258,893.255 1,073,371.231   MT  0.99994750   +2 24 22.7
 BL2085;SPC TXSC     -13,972,718.95  3,521,552.11   sFT  0.99994750   +2 24 22.7
 BL2085;SPC TX C     - 3,062,672.392 1,301,770.740   MT  1.00001010   +3 12 59.7
 BL2085;SPC TX C     -10,048,117.67  4,270,892.84   sFT  1.00001010   +3 12 59.7
 BL2085;UTM  15      - 3,328,104.045   395,118.930   MT  0.99973571   -0 32 43.8
 BL2085
 BL2085                          SUPERSEDED SURVEY CONTROL
 BL2085
 BL2085  NAD 83(1993)-  30 04 46.52882(N)    094 05 17.79622(W) AD(       ) 4
 BL2085  NAD 83(1986)-  30 04 46.54579(N)    094 05 17.77747(W) AD(       ) 4
 BL2085  NAD 27      -  30 04 45.78000(N)    094 05 17.14200(W) AD(       ) 3
 BL2085
 BL2085.Superseded values are not recommended for survey control.
 BL2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2085.See file dsdata.txt to determine how the superseded data were derived.
 BL2085
 BL2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9511928104(NAD 83)
 BL2085_MARKER: 51 = TANK
 BL2085
 BL2085  HISTORY     - Date     Condition        Report By
 BL2085  HISTORY     - 1933     FIRST OBSERVED   CGS
 BL2085  HISTORY     - 1984     GOOD             USPSQD
 BL2085  HISTORY     - 19890819 GOOD             USPSQD
 BL2085  HISTORY     - 19940817 MARK NOT FOUND   USPSQD
 BL2085  HISTORY     - 20010120 MARK NOT FOUND   USPSQD
 BL2085  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2085  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2085  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 BL2085  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 BL2085
 BL2085                          STATION DESCRIPTION
 BL2085
 BL2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2085'STATION IS THE BALL APEX OF THE BLACK STEEL WATER TANK AT THE
 BL2085'BEAUMONT MUNICIPAL DOCKS BETWEEN THE COTTEN COMPRESS AND
 BL2085'SHED 6.  TANK IS ABOUT 140 FEET HIGH.
 BL2085
 BL2085                          STATION RECOVERY (1984)
 BL2085
 BL2085'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 BL2085'STATION RECOVERED GOOD.
 BL2085'
 BL2085'THE TANK IS NOW PAINTED SHIP GRAY WITH LARGE WHITE LETTINGS TO READ
 BL2085'PORT OF BEAUMONT.
 BL2085
 BL2085                          STATION RECOVERY (1989)
 BL2085
 BL2085'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL2085'RECOVERED IN GOOD CONDITION.
 BL2085
 BL2085                          STATION RECOVERY (1994)
 BL2085
 BL2085'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2085'MARK NOT FOUND.
 BL2085
 BL2085                          STATION RECOVERY (2001)
 BL2085
 BL2085'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL2085'TANK TORN DOWN FOR PORT EXPANSION.
 BL2085
 BL2085                          STATION RECOVERY (2001)
 BL2085
 BL2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2085'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2085
 BL2085                          STATION RECOVERY (2001)
 BL2085
 BL2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2085'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2085
 BL2085                          STATION RECOVERY (2004)
 BL2085
 BL2085'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2085'MARK NOT FOUND.
 BL2085
 BL2085                          STATION RECOVERY (2005)
 BL2085
 BL2085'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL2085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2074 ***********************************************************************
 BL2074  DESIGNATION -  BEAUMONT TYRRELL RICE CO TANK
 BL2074  PID         -  BL2074
 BL2074  STATE/COUNTY-  TX/JEFFERSON
 BL2074  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2074
 BL2074                         *CURRENT SURVEY CONTROL
 BL2074  ___________________________________________________________________
 BL2074* NAD 83(1993)-  30 04 34.21924(N)    094 06 18.07780(W)     ADJUSTED  
 BL2074* NAVD 88     -                                                        
 BL2074  ___________________________________________________________________
 BL2074  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BL2074  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL2074
 BL2074  HORZ ORDER  -  THIRD
 BL2074
 BL2074.The horizontal coordinates were established by classical geodetic methods
 BL2074.and adjusted by the National Geodetic Survey in February 1996..
 BL2074
 BL2074
 BL2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2074
 BL2074.The geoid height was determined by GEOID03.
 BL2074
 BL2074;                    North         East     Units Scale Factor Converg.
 BL2074;SPC TXSC     - 4,258,446.891 1,071,774.229   MT  0.99994672   +2 23 53.2
 BL2074;SPC TXSC     -13,971,254.51  3,516,312.62   sFT  0.99994672   +2 23 53.2
 BL2074;SPC TX C     - 3,062,203.464 1,300,180.107   MT  1.00001106   +3 12 28.6
 BL2074;SPC TX C     -10,046,579.20  4,265,674.23   sFT  1.00001106   +3 12 28.6
 BL2074;UTM  15      - 3,327,740.590   393,501.399   MT  0.99973993   -0 33 13.8
 BL2074
 BL2074                          SUPERSEDED SURVEY CONTROL
 BL2074
 BL2074  NAD 83(1993)-  30 04 34.21906(N)    094 06 18.07807(W) AD(       ) 4
 BL2074  NAD 83(1986)-  30 04 34.23646(N)    094 06 18.05925(W) AD(       ) 4
 BL2074  NAD 27      -  30 04 33.44900(N)    094 06 17.41800(W) AD(       ) 3
 BL2074
 BL2074.Superseded values are not recommended for survey control.
 BL2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2074.See file dsdata.txt to determine how the superseded data were derived.
 BL2074
 BL2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9350127741(NAD 83)
 BL2074_MARKER: 53 = ELEVATED TANK
 BL2074
 BL2074  HISTORY     - Date     Condition        Report By
 BL2074  HISTORY     - 1933     FIRST OBSERVED   CGS
 BL2074  HISTORY     - 1964     GOOD             CGS
 BL2074  HISTORY     - 1984     GOOD             USPSQD
 BL2074  HISTORY     - 1988     POOR             USPSQD
 BL2074  HISTORY     - 19910817 MARK NOT FOUND   USPSQD
 BL2074  HISTORY     - 19940817 MARK NOT FOUND   USPSQD
 BL2074  HISTORY     - 20010120 MARK NOT FOUND   USPSQD
 BL2074  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2074  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2074  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 BL2074  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 BL2074
 BL2074                          STATION DESCRIPTION
 BL2074
 BL2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2074'STATION IS BASE OF LIGHTNING ROD ON TOP OF THE BLACK STEEL
 BL2074'TANK OF THE TYRRELL RICE MILL LOCATED AT FANNIN STREET AND
 BL2074'RAILROAD AVENUE.  TANK IS ABOUT 175 FEET HIGH AND HAS TYRRELL
 BL2074'RICE MILL IN LARGE WHITE LETTERS ON THE SIDE.
 BL2074
 BL2074                          STATION RECOVERY (1964)
 BL2074
 BL2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RMB)
 BL2074'STATION WAS RECOVERED IN GOOD CONDITION.  TANK IS NOW PAINTED
 BL2074'SILVER.
 BL2074
 BL2074                          STATION RECOVERY (1984)
 BL2074
 BL2074'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 BL2074'STATION RECOVERED POOR.
 BL2074'
 BL2074'STATION RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA OF OCTOBER
 BL2074'1966 ISSUE.  TANK STILL STANDS BUT IN POOR STATE OF REPAIR AND
 BL2074'RUSTING, AND PAINTED WITH GRAFFITI.  ASSOCIATED BUILDINGS AND
 BL2074'SURROUNDING AREA APPEAR ABANDONED AND IN DISREPAIR.
 BL2074
 BL2074                          STATION RECOVERY (1988)
 BL2074
 BL2074'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL2074'MARK RECOVERED IN POOR CONDITION.
 BL2074
 BL2074                          STATION RECOVERY (1991)
 BL2074
 BL2074'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL2074'MARK NOT FOUND.
 BL2074
 BL2074                          STATION RECOVERY (1994)
 BL2074
 BL2074'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2074'MARK NOT FOUND.
 BL2074
 BL2074                          STATION RECOVERY (2001)
 BL2074
 BL2074'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL2074'DEMOLISHED TO MAKE WAY FOR MLK PARKWAY
 BL2074
 BL2074                          STATION RECOVERY (2001)
 BL2074
 BL2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2074'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2074
 BL2074                          STATION RECOVERY (2001)
 BL2074
 BL2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2074'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2074
 BL2074                          STATION RECOVERY (2004)
 BL2074
 BL2074'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2074'MARK NOT FOUND.
 BL2074
 BL2074                          STATION RECOVERY (2005)
 BL2074
 BL2074'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL2074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2075 ***********************************************************************
 BL2075  DESIGNATION -  BEAUMONT UNIDENTIFIED TANK
 BL2075  PID         -  BL2075
 BL2075  STATE/COUNTY-  TX/JEFFERSON
 BL2075  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2075
 BL2075                         *CURRENT SURVEY CONTROL
 BL2075  ___________________________________________________________________
 BL2075* NAD 83(1993)-  30 04 47.89521(N)    094 05 20.40278(W)     ADJUSTED  
 BL2075* NAVD 88     -                                                        
 BL2075  ___________________________________________________________________
 BL2075  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BL2075  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2075
 BL2075  HORZ ORDER  -  THIRD
 BL2075
 BL2075.The horizontal coordinates were established by classical geodetic methods
 BL2075.and adjusted by the National Geodetic Survey in February 1996..
 BL2075
 BL2075
 BL2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2075
 BL2075.The geoid height was determined by GEOID03.
 BL2075
 BL2075;                    North         East     Units Scale Factor Converg.
 BL2075;SPC TXSC     - 4,258,932.350 1,073,299.721   MT  0.99994758   +2 24 21.5
 BL2075;SPC TXSC     -13,972,847.22  3,521,317.50   sFT  0.99994758   +2 24 21.5
 BL2075;SPC TX C     - 3,062,710.474 1,301,698.680   MT  1.00001000   +3 12 58.3
 BL2075;SPC TX C     -10,048,242.61  4,270,656.42   sFT  1.00001000   +3 12 58.3
 BL2075;UTM  15      - 3,328,146.761   395,049.543   MT  0.99973589   -0 32 45.1
 BL2075
 BL2075                          SUPERSEDED SURVEY CONTROL
 BL2075
 BL2075  NAD 83(1993)-  30 04 47.89611(N)    094 05 20.40223(W) AD(       ) 4
 BL2075  NAD 83(1986)-  30 04 47.91367(N)    094 05 20.37943(W) AD(       ) 4
 BL2075  NAD 27      -  30 04 47.14000(N)    094 05 19.74000(W) AD(       ) 3
 BL2075
 BL2075.Superseded values are not recommended for survey control.
 BL2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2075.See file dsdata.txt to determine how the superseded data were derived.
 BL2075
 BL2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9505028147(NAD 83)
 BL2075_MARKER: 51 = TANK
 BL2075_SETTING: 0 = UNSPECIFIED SETTING
 BL2075
 BL2075  HISTORY     - Date     Condition        Report By
 BL2075  HISTORY     - 1931     FIRST OBSERVED   CGS
 BL2075  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BL2075
 BL2075                          STATION DESCRIPTION
 BL2075
 BL2075'DESCRIBED BY US POWER SQUADRON 1984 (EJB)
 BL2075'STATION NOT RECOVERED.
 BL2075'
 BL2075'THERE IS NO WATER TANK AT THE POSITION GIVEN IN HORIZONTAL CONTROL
 BL2075'DATA OF OCTOBER 1966 ISSUE.  IF POSITION LAT 30 DEG 04 MIN 17 SEC
 BL2075'LONG--94 DEG 05 MIN 19.74 SEC IS CORRECT.  TANK WOULD BE LOCATED
 BL2075'ONLY A FEW HUNDRED FEET FROM STATION 1040 BEAUMONT MUNICIPAL DOCKS
 BL2075'TANK, LAT. 30 DEG 04 MIN 45 SEC.  78 DEG, LONG. 94 DEG 05 MIN 17
 BL2075'SEC, WHICH IS STILL THERE.  THE IS ONLY ONE WATER TANK IN THIS
 BL2075'IMMEDIATE VICINITY AT PRESENT STATION 1040.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2076 ***********************************************************************
 BL2076  DESIGNATION -  BEAUMONT USE 1933
 BL2076  PID         -  BL2076
 BL2076  STATE/COUNTY-  TX/JEFFERSON
 BL2076  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2076
 BL2076                         *CURRENT SURVEY CONTROL
 BL2076  ___________________________________________________________________
 BL2076* NAD 83(1993)-  30 04 33.89090(N)    094 04 26.77961(W)     ADJUSTED  
 BL2076* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BL2076  ___________________________________________________________________
 BL2076  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BL2076  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL2076
 BL2076  HORZ ORDER  -  SECOND
 BL2076
 BL2076.The horizontal coordinates were established by classical geodetic methods
 BL2076.and adjusted by the National Geodetic Survey in February 1996..
 BL2076
 BL2076.The orthometric height was scaled from a topographic map.
 BL2076
 BL2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2076
 BL2076.The geoid height was determined by GEOID03.
 BL2076
 BL2076;                    North         East     Units Scale Factor Converg.
 BL2076;SPC TXSC     - 4,258,561.897 1,074,752.574   MT  0.99994670   +2 24 47.7
 BL2076;SPC TXSC     -13,971,631.82  3,526,084.07   sFT  0.99994670   +2 24 47.7
 BL2076;SPC TX C     - 3,062,360.585 1,303,156.720   MT  1.00001108   +3 13 25.9
 BL2076;SPC TX C     -10,047,094.69  4,275,440.01   sFT  1.00001108   +3 13 25.9
 BL2076;UTM  15      - 3,327,702.081   396,481.087   MT  0.99973221   -0 32 18.0
 BL2076
 BL2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2076!SPC TXSC     -   1.00000384  x   0.99994670  =   0.99995054
 BL2076!SPC TX C     -   1.00000384  x   1.00001108  =   1.00001492
 BL2076!UTM  15      -   1.00000384  x   0.99973221  =   0.99973605
 BL2076
 BL2076                          SUPERSEDED SURVEY CONTROL
 BL2076
 BL2076  NAD 83(1993)-  30 04 33.89056(N)    094 04 26.77975(W) AD(       ) 2
 BL2076  NAD 83(1986)-  30 04 33.90761(N)    094 04 26.76109(W) AD(       ) 2
 BL2076  NAD 27      -  30 04 33.14100(N)    094 04 26.12600(W) AD(       ) 2
 BL2076
 BL2076.Superseded values are not recommended for survey control.
 BL2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2076.See file dsdata.txt to determine how the superseded data were derived.
 BL2076
 BL2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9648127702(NAD 83)
 BL2076_MARKER: I = METAL ROD
 BL2076_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BL2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL2076
 BL2076  HISTORY     - Date     Condition        Report By
 BL2076  HISTORY     - 1911     MONUMENTED       USE
 BL2076  HISTORY     - 1921     SEE DESCRIPTION  CGS
 BL2076  HISTORY     - 1933     GOOD             CGS
 BL2076  HISTORY     - 20020508 MARK NOT FOUND   USPSQD
 BL2076
 BL2076                          STATION DESCRIPTION
 BL2076
 BL2076'DESCRIBED BY US ENGINEERS 1911
 BL2076'ON THE E BANK OF THE NECHES RIVER, 35 METERS FROM THE EDGE OF
 BL2076'THE WATER, AND 150 METERS BELOW THE SLAUGHTERHOUSE.
 BL2076'
 BL2076'STATION MARK IS A 3-INCH GALVANIZED-IRON PIPE, 4.5 FEET LONG,
 BL2076'WITH A FLANGE AT THE LOWER END, SET IN CONCRETE, AND PROJECTING
 BL2076'ABOUT 1 FOOT ABOVE THE GROUND.
 BL2076'
 BL2076'THE FOLLOWING DISTANCES AND BEARINGS ARE GIVEN--SE CORNER OF
 BL2076'THE SLAUGHTERHOUSE, 152.4 METERS, S 71 DEG 22 MIN W.  18-INCH PINE
 BL2076'TREE MARKED WITH A CROSS, 33.65 METERS, S 38 DEG 20 MIN E.  18-INCH
 BL2076'PINE TREE MARKED WITH A CROSS, 35.05 METERS, S 46 DEG 22 MIN E.
 BL2076'12-INCH PINE TREE MARKED WITH A CROSS, 32.16 METERS, S 82 DEG
 BL2076'26 MIN E.  27-INCH PINE TREE MARKED WITH A CROSS, 37.73 METERS,
 BL2076'N 16 DEG 43 MIN E.
 BL2076
 BL2076                          STATION RECOVERY (1921)
 BL2076
 BL2076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (GDC)
 BL2076'THE DESCRIPTION DOES NOT APPLY.  THE TEXT SHOULD READ ON THE W
 BL2076'BANK OF THE NECHES RIVER.  THE SLAUGHTERHOUSE AND PINE TREES
 BL2076'GIVEN AS REFERENCE MARKS HAVE DISAPPEARED.  THE LAND IS NOW
 BL2076'OCCUPIED BY THE MAGNOLIA PETROLEUM COMPANY AS A REFINERY.
 BL2076'
 BL2076'THE STATION IS ON A BLUFF, 35 METERS FROM THE EDGE OF THE
 BL2076'WATER, ABOUT 100 METERS SW FROM A SMALL BOILERHOUSE.  THE PIPE
 BL2076'IS IN THE MIDDLE OF A WIDE PLACE IN THE ROAD WHERE TEAMS AND
 BL2076'TRUCKS TURN ABOUT, AND HAS BEEN BADLY BUFFETED ABOUT UNTIL IT
 BL2076'IS NOW LOOSE IN ITS HOLE AND MAY BE SEVERAL INCHES FROM ITS
 BL2076'ORIGINAL LOCATION.
 BL2076
 BL2076                          STATION RECOVERY (1933)
 BL2076
 BL2076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2076'NEW DESCRIPTION FOLLOWS--
 BL2076'
 BL2076'LOCATED AT THE W END OF THE DOCKS AT THE BEAUMONT PLANT OF
 BL2076'THE MAGNOLIA REFINING COMPANY, IN THE DRIVEWAY, 148 FEET FROM
 BL2076'THE COKE CHUTE.
 BL2076'
 BL2076'STATION MARK IS A 3-INCH GALVANIZED IRON PIPE WITH RAGGED
 BL2076'TOP, FILLED WITH CONCRETE AND SURROUNDED WITH CONCRETE, SET
 BL2076'FLUSH WITH THE GROUND.
 BL2076'
 BL2076'STATION LOCATED BY DISTANCE AND AZIMUTH FROM MAGNOLIA (29.872
 BL2076'METERS S 77 DEG 26 MIN E FROM BEAUMONT (U.S.E.)).
 BL2076
 BL2076                          STATION RECOVERY (2002)
 BL2076
 BL2076'RECOVERY NOTE BY US POWER SQUADRON 2002 (EB)
 BL2076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2310 ***********************************************************************
 BL2310  PACS        -  This is a Primary Airport Control Station.
 BL2310  DESIGNATION -  BEAUPORT
 BL2310  PID         -  BL2310
 BL2310  STATE/COUNTY-  TX/JEFFERSON
 BL2310  USGS QUAD   -  BEAUMONT WEST (1994)
 BL2310
 BL2310                         *CURRENT SURVEY CONTROL
 BL2310  ___________________________________________________________________
 BL2310* NAD 83(1993)-  30 04 07.89453(N)    094 12 46.04164(W)     ADJUSTED  
 BL2310* NAVD 88     -         9.03   (meters)      29.6    (feet)  GPS OBS   
 BL2310  ___________________________________________________________________
 BL2310  X           -    -405,828.382 (meters)                     COMP
 BL2310  Y           -  -5,509,493.639 (meters)                     COMP
 BL2310  Z           -   3,176,972.817 (meters)                     COMP
 BL2310  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BL2310  ELLIP HEIGHT-         -18.46  (meters)          (10/24/00) GPS OBS
 BL2310  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2310
 BL2310  HORZ ORDER  -  B
 BL2310  ELLP ORDER  -  FOURTH    CLASS II
 BL2310
 BL2310.This mark is at Beaumont Muni (BMT) Airport (BMT)
 BL2310
 BL2310.The horizontal coordinates were established by GPS observations
 BL2310.and adjusted by the National Geodetic Survey in February 1996..
 BL2310
 BL2310.The orthometric height was determined by GPS observations and a
 BL2310.high-resolution geoid model.
 BL2310
 BL2310.GPS derived orthometric heights for airport stations designated as
 BL2310.PACS or SACS are published to 2 decimal places.  This maintains
 BL2310.centimeter relative accuracy between the PACS and SACS.  It does
 BL2310.not indicate centimeter accuracy relative to other marks which are
 BL2310.part of the NAVD 88 network.
 BL2310
 BL2310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2310
 BL2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2310
 BL2310.The ellipsoidal height was determined by GPS observations
 BL2310.and is referenced to NAD 83.
 BL2310
 BL2310.The geoid height was determined by GEOID03.
 BL2310
 BL2310;                    North         East     Units Scale Factor Converg.
 BL2310;SPC TXSC     - 4,257,207.058 1,061,426.695   MT  0.99994508   +2 20 43.1
 BL2310;SPC TXSC     -13,967,186.82  3,482,364.08   sFT  0.99994508   +2 20 43.1
 BL2310;UTM  15      - 3,327,035.519   383,105.735   MT  0.99976858   -0 36 27.8
 BL2310
 BL2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2310!SPC TXSC     -   1.00000290  x   0.99994508  =   0.99994798
 BL2310!UTM  15      -   1.00000290  x   0.99976858  =   0.99977148
 BL2310
 BL2310:                Primary Azimuth Mark                     Grid Az
 BL2310:SPC TXSC     -  D 1200                                   142 05 54.9
 BL2310:UTM  15      -  D 1200                                   145 03 05.8
 BL2310
 BL2310|---------------------------------------------------------------------|
 BL2310| PID    Reference Object                     Distance      Geod. Az  |
 BL2310|                                                           dddmmss.s |
 BL2310| BL0223 D 1200                              APPROX. 0.6 KM 1442638.0 |
 BL2310| BL2311 BEAUPORT AZ MK                      APPROX. 0.8 KM 3104911.0 |
 BL2310| AC7082 BMT A                               387.539 METERS 31746     |
 BL2310|---------------------------------------------------------------------|
 BL2310
 BL2310                          SUPERSEDED SURVEY CONTROL
 BL2310
 BL2310  ELLIP H (02/20/96)  -18.32   (m)                       GP(       ) 3 2
 BL2310  NAD 83(1993)-  30 04 07.89535(N)    094 12 46.03977(W) AD(       ) 3
 BL2310  ELLIP H (02/16/96)  -18.30   (m)                       GP(       ) 5 1
 BL2310  NAD 83(1993)-  30 04 07.91001(N)    094 12 46.02640(W) AD(       ) 3
 BL2310  ELLIP H (01/21/93)  -18.49   (m)                       GP(       ) 4 2
 BL2310  NAD 83(1986)-  30 04 07.91250(N)    094 12 46.02379(W) AD(       ) 3
 BL2310  NAD 27      -  30 04 07.13874(N)    094 12 45.35897(W) AD(       ) 3
 BL2310  NGVD 29 (12/08/88)    9.1    (m)           30.     (f) GPS OBS        
 BL2310
 BL2310.Superseded values are not recommended for survey control.
 BL2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2310.See file dsdata.txt to determine how the superseded data were derived.
 BL2310
 BL2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8310627036(NAD 83)
 BL2310_MARKER: I = METAL ROD
 BL2310_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2310_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2310_STAMPING: BEAUPORT 1988
 BL2310_MARK LOGO: NGS   
 BL2310_PROJECTION: FLUSH
 BL2310_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2310+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 BL2310_ROD/PIPE-DEPTH: 15.0 meters
 BL2310_SLEEVE-DEPTH  : 0.76 meters
 BL2310
 BL2310  HISTORY     - Date     Condition        Report By
 BL2310  HISTORY     - 1988     MONUMENTED       NGS
 BL2310  HISTORY     - 19940906 GOOD             USPSQD
 BL2310  HISTORY     - 19950118 GOOD             NGS
 BL2310  HISTORY     - 19950119 GOOD             NGS
 BL2310  HISTORY     - 20010331 GOOD             NGS
 BL2310  HISTORY     - 20010709 GOOD             JCLS
 BL2310  HISTORY     - 20020128 GOOD             NGS
 BL2310  HISTORY     - 20060825 GOOD             INDIV
 BL2310
 BL2310                          STATION DESCRIPTION
 BL2310
 BL2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BL2310'THE STATION IS LOCATED AT THE WEST SIDE OF BEAUMONT, AT THE BEAUMONT
 BL2310'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BEAUMONT C/O CAROL WILLIAMS,
 BL2310'P.O. BOX 3827, BEAUMONT TX 77704.  TELEPHONE NUMBER 409-838-0774.
 BL2310'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BL2310'U.S. HIGHWAY 90 AT BEAUMONT.  GO WEST ON U.S. HIGHWAY 90 FOR 5.6 KM
 BL2310'(3.50 MI) TO FARM ROAD 364.  CONTINUE WEST ON U.S. HIGHWAY 90 FOR 2.0
 BL2310'KM (1.25 MI) TO KEITH ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR
 BL2310'0.6 KM (0.35 MI) TO A DRIVEWAY, ON THE LEFT.  TURN LEFT FOR 0.2 KM
 BL2310'(0.10 MI) TO THE EAST EDGE OF THE APRON AND THE AIRPORT OFFICE ON THE
 BL2310'RIGHT.  GO SOUTHWEST ACROSS THE APRON FOR 0.2 KM (0.10 MI) TO THE
 BL2310'TAXIWAY AND THE STATION ON THE NORTHWEST SIDE OF THE CROSSOVER.
 BL2310'THE STATION IS SET 46.2 M (151.6 FT) NORTHEAST OF THE CENTERLINE OF
 BL2310'THE RUNWAY, 17.1 M (56.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 BL2310'CROSSOVER AND 14.7 M (48.2 FT) SOUTHWEST OF THE CENTERLINE OF THE
 BL2310'TAXIWAY.
 BL2310'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2310'DESCRIBED BY B.L.L.
 BL2310
 BL2310                          STATION RECOVERY (1994)
 BL2310
 BL2310'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2310'RECOVERED IN GOOD CONDITION.
 BL2310
 BL2310                          STATION RECOVERY (1995)
 BL2310
 BL2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 BL2310'THE STATION IS LOCATED AT THE WEST SIDE OF BEAUMONT AT THE BEAUMONT
 BL2310'MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF BEAUMONT.  FOR ACCESS TO THE
 BL2310'AIRPORT CONTACT MR.  DONALD S.  LEWIS, AIRPORT MANAGER, 455 KEITH
 BL2310'ROAD, BEAUMONT, TX 77713.  PHONE (409) 866-0084.  TO REACH THE STATION
 BL2310'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S HIGHWAY 90 IN
 BL2310'BEAUMONT, GO WEST ON U.S.  HIGHWAY 90 FOR 3.5 MI (5.6 KM) TO FARM ROAD
 BL2310'364.  CONTINUE AHEAD FOR 1.25 MI (2.01 KM) CROSSING THE CULVERT TO
 BL2310'KEITH ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH FOR 0.35 MI
 BL2310'(0.56 KM) TO A DRIVEWAY ON THE LEFT.  TURN LEFT TO THE TERMINAL 0.1 MI
 BL2310'(0.2 KM) AHEAD.  PASS THROUGH THE GATE AT THE AIRPORT TERMINAL AND GO
 BL2310'SOUTHWEST ACROSS THE APRON TO A TAXIWAY AND A CROSSOVER, THE STATION
 BL2310'ON THE RIGHT, THE NORTHWEST SIDE OF THE CROSSOVER.  THE STATION IS
 BL2310'46.2 M (151.6 FT) NORTHEAST OF THE CENTERLINE OF RUNWAY 13-31, 17.1 M
 BL2310'(56.1 FT) NORTHWEST OF THE CENTERLINE OF THE CROSSOVER, AND 14.7 M
 BL2310'(48.2 FT) SOUTHWEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY.  THIS
 BL2310'IS A PAC STATION.
 BL2310
 BL2310                          STATION RECOVERY (1995)
 BL2310
 BL2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 BL2310'THE STATION IS LOCATED AT THE WEST SIDE OF BEAUMONT AT THE BEAUMONT
 BL2310'MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF BEAUMONT.  FOR ACCESS TO THE
 BL2310'AIRPORT CONTACT MR.  DONALD S.  LEWIS, AIRPORT MANAGER, 455 KEITH
 BL2310'ROAD, BEAUMONT, TX 77713.  PHONE (409) 866-0084.  TO REACH THE STATION
 BL2310'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S HIGHWAY 90 IN
 BL2310'BEAUMONT, GO WEST ON U.S.  HIGHWAY 90 FOR 3.5 MI (5.6 KM) TO FARM ROAD
 BL2310'364.  CONTINUE AHEAD FOR 1.25 MI (2.01 KM) CROSSING THE CULVERT TO
 BL2310'KEITH ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH FOR 0.35 MI
 BL2310'(0.56 KM) TO A DRIVEWAY ON THE LEFT.  TURN LEFT TO THE TERMINAL 0.1 MI
 BL2310'(0.2 KM) AHEAD.  PASS THROUGH THE GATE AT THE AIRPORT TERMINAL AND GO
 BL2310'SOUTHWEST ACROSS THE APRON TO A TAXIWAY AND A CROSSOVER, THE STATION
 BL2310'ON THE RIGHT, THE NORTHWEST SIDE OF THE CROSSOVER.  THE STATION IS
 BL2310'46.2 M (151.6 FT) NORTHEAST OF THE CENTERLINE OF RUNWAY 13-31, 17.1 M
 BL2310'(56.1 FT) NORTHWEST OF THE CENTERLINE OF THE CROSSOVER, AND 14.7 M
 BL2310'(48.2 FT) SOUTHWEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY.  THIS
 BL2310'STATION HAS BEEN SELECTED AS THE PRIMARY AIRPORT CONTROL STATION
 BL2310'(PACS) .
 BL2310
 BL2310                          STATION RECOVERY (2001)
 BL2310
 BL2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2310'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2310
 BL2310                          STATION RECOVERY (2001)
 BL2310
 BL2310'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BL2310'RECOVERED IN GOOD CONDITION.
 BL2310
 BL2310                          STATION RECOVERY (2002)
 BL2310
 BL2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL2310'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2310
 BL2310                          STATION RECOVERY (2006)
 BL2310
 BL2310'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 BL2310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2311 ***********************************************************************
 BL2311  SACS        -  This is a Secondary Airport Control Station.
 BL2311  DESIGNATION -  BEAUPORT AZ MK
 BL2311  PID         -  BL2311
 BL2311  STATE/COUNTY-  TX/JEFFERSON
 BL2311  USGS QUAD   -  BEAUMONT WEST (1994)
 BL2311
 BL2311                         *CURRENT SURVEY CONTROL
 BL2311  ___________________________________________________________________
 BL2311* NAD 83(1993)-  30 04 25.92721(N)    094 13 10.04542(W)     ADJUSTED  
 BL2311* NAVD 88     -         8.38   (meters)      27.5    (feet)  GPS OBS   
 BL2311  ___________________________________________________________________
 BL2311  X           -    -406,449.026 (meters)                     COMP
 BL2311  Y           -  -5,509,168.332 (meters)                     COMP
 BL2311  Z           -   3,177,453.026 (meters)                     COMP
 BL2311  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BL2311  ELLIP HEIGHT-         -19.11  (meters)          (03/15/01) GPS OBS
 BL2311  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL2311
 BL2311  HORZ ORDER  -  FIRST
 BL2311  ELLP ORDER  -  FOURTH    CLASS II
 BL2311
 BL2311.This mark is at Beaumont Muni (BMT) Airport (BMT)
 BL2311
 BL2311.The horizontal coordinates were established by GPS observations
 BL2311.and adjusted by the National Geodetic Survey in March 1997..
 BL2311
 BL2311.The orthometric height was determined by GPS observations and a
 BL2311.high-resolution geoid model.
 BL2311
 BL2311.GPS derived orthometric heights for airport stations designated as
 BL2311.PACS or SACS are published to 2 decimal places.  This maintains
 BL2311.centimeter relative accuracy between the PACS and SACS.  It does
 BL2311.not indicate centimeter accuracy relative to other marks which are
 BL2311.part of the NAVD 88 network.
 BL2311
 BL2311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2311
 BL2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2311
 BL2311.The ellipsoidal height was determined by GPS observations
 BL2311.and is referenced to NAD 83.
 BL2311
 BL2311.The geoid height was determined by GEOID03.
 BL2311
 BL2311;                    North         East     Units Scale Factor Converg.
 BL2311;SPC TXSC     - 4,257,735.550 1,060,761.680   MT  0.99994620   +2 20 31.4
 BL2311;SPC TXSC     -13,968,920.72  3,480,182.28   sFT  0.99994620   +2 20 31.4
 BL2311;UTM  15      - 3,327,597.470   382,468.942   MT  0.99977042   -0 36 40.2
 BL2311
 BL2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2311!SPC TXSC     -   1.00000300  x   0.99994620  =   0.99994920
 BL2311!UTM  15      -   1.00000300  x   0.99977042  =   0.99977342
 BL2311
 BL2311:                Primary Azimuth Mark                     Grid Az
 BL2311:SPC TXSC     -  BEAUPORT                                 128 28 27.5
 BL2311:UTM  15      -  BEAUPORT                                 131 25 39.1
 BL2311
 BL2311|---------------------------------------------------------------------|
 BL2311| PID    Reference Object                     Distance      Geod. Az  |
 BL2311|                                                           dddmmss.s |
 BL2311| BL2310 BEAUPORT                            APPROX. 0.8 KM 1304858.9 |
 BL2311|---------------------------------------------------------------------|
 BL2311
 BL2311                          SUPERSEDED SURVEY CONTROL
 BL2311
 BL2311  ELLIP H (03/21/97)  -18.97   (m)                       GP(       ) 4 2
 BL2311  NAD 83(1993)-  30 04 25.92834(N)    094 13 10.04378(W) AD(       ) 3
 BL2311  ELLIP H (02/16/96)  -18.95   (m)                       GP(       ) 5 1
 BL2311  NAD 83(1993)-  30 04 25.94301(N)    094 13 10.03041(W) AD(       ) 3
 BL2311  ELLIP H (01/21/93)  -19.14   (m)                       GP(       ) 4 2
 BL2311  NAD 83(1986)-  30 04 25.94550(N)    094 13 10.02780(W) AD(       ) 3
 BL2311  NAD 27      -  30 04 25.17232(N)    094 13 09.36224(W) AD(       ) 3
 BL2311  NGVD 29 (12/08/88)    8.4    (m)           28.     (f) GPS OBS        
 BL2311
 BL2311.Superseded values are not recommended for survey control.
 BL2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2311.See file dsdata.txt to determine how the superseded data were derived.
 BL2311
 BL2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8246927597(NAD 83)
 BL2311_MARKER: I = METAL ROD
 BL2311_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2311_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2311_STAMPING: BEAUPORT AZ MK 1988
 BL2311_MARK LOGO: NGS   
 BL2311_PROJECTION: FLUSH
 BL2311_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2311+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1995
 BL2311_ROD/PIPE-DEPTH: 17.1 meters
 BL2311_SLEEVE-DEPTH  : 0.76 meters
 BL2311
 BL2311  HISTORY     - Date     Condition        Report By
 BL2311  HISTORY     - 1988     MONUMENTED       NGS
 BL2311  HISTORY     - 19940906 GOOD             USPSQD
 BL2311  HISTORY     - 19950118 GOOD             NGS
 BL2311  HISTORY     - 20010331 GOOD             NGS
 BL2311  HISTORY     - 20020128 GOOD             NGS
 BL2311  HISTORY     - 20020918 MARK NOT FOUND   USPSQD
 BL2311
 BL2311                          STATION DESCRIPTION
 BL2311
 BL2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BL2311'THE STATION IS LOCATED AT THE WEST SIDE OF BEAUMONT, AT THE BEAUMONT
 BL2311'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BEAUMONT C/O CAROL WILLIAMS,
 BL2311'P.O. BOX 3827, BEAUMONT TX 77704.  TELEPHONE NUMBER 409-838-0774.
 BL2311'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BL2311'U.S. HIGHWAY 90 AT BEAUMONT.  GO WEST ON U.S. HIGHWAY 90 FOR 5.6 KM
 BL2311'(3.50 MI) TO FARM ROAD 364.  CONTINUE WEST ON U.S. HIGHWAY 90 FOR 2.0
 BL2311'KM (1.25 MI) TO KEITH ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR
 BL2311'0.6 KM (0.35 MI) TO A DRIVEWAY, ON THE LEFT.  TURN LEFT FOR 0.2 KM
 BL2311'(0.10 MI) TO THE EAST EDGE OF THE APRON AND THE AIRPORT OFFICE ON THE
 BL2311'RIGHT.  GO SOUTHWEST ACROSS THE APRON FOR 0.2 KM (0.10 MI) TO THE
 BL2311'TAXIWAY.  TURN RIGHT ON THE TAXIWAY AND GO TO THE END, AND THE
 BL2311'AZIMUTH ON THE LEFT, IN LINE WITH THE HOLD BARS FOR RUNWAY END 12.
 BL2311'THE STATION IS SET 32.0 M (105.0 FT) SOUTHWEST OF THE CENTERLINE OF
 BL2311'THE TAXIWAY, 24.5 M (80.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 BL2311'RUNWAY, 9.2 M (30.2 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY,
 BL2311'AT THE HOLD BARS AND 1.2 M (3.9 FT) SOUTHEAST OF A TAXI LIGHT.
 BL2311'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2311'DESCRIBED BY R.D.B.
 BL2311
 BL2311                          STATION RECOVERY (1994)
 BL2311
 BL2311'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2311'RECOVERED IN GOOD CONDITION.
 BL2311
 BL2311                          STATION RECOVERY (1995)
 BL2311
 BL2311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 BL2311'THE STATION IS LOCATED AT THE WEST SIDE OF BEAUMONT AT THE BEAUMONT
 BL2311'MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF BEAUMONT.  FOR ACCESS TO THE
 BL2311'AIRPORT CONTACT MR.  DONALD S.  LEWIS, AIRPORT MANAGER, 455 KEITH
 BL2311'ROAD, BEAUMONT, TX 77713.  PHONE (409) 866-0084.  TO REACH THE STATION
 BL2311'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S HIGHWAY 90 IN
 BL2311'BEAUMONT, GO WEST ON U.S.  HIGHWAY 90 FOR 3.5 MI (5.6 KM) TO FARM ROAD
 BL2311'364.  CONTINUE AHEAD FOR 1.25 MI (2.01 KM) CROSSING THE CULVERT TO
 BL2311'KEITH ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH FOR 0.35 MI
 BL2311'(0.56 KM) TO A DRIVEWAY ON THE LEFT.  TURN LEFT TO THE TERMINAL 0.1 MI
 BL2311'(0.2 KM) AHEAD.  PASS THROUGH THE GATE AT THE AIRPORT TERMINAL AND GO
 BL2311'SOUTHWEST ACROSS THE APRON TO A TAXIWAY AND THE PARALLEL TAXIWAY. TURN
 BL2311'RIGHT AND CONTINUE ON THE PARALLEL TAXIWAY FOR 0.6 MI (1.0 KM) TO THE
 BL2311'END AND THE STATION ON THE LEFT.  THE STATION IS IN LINE WITH THE HOLD
 BL2311'BAR FOR RUNWAY END 13, 32.0 M (105.0 FT) SOUTHWEST OF THE PARALLEL
 BL2311'TAXIWAY, 24.5 M (80.4 FT) NORTHEAST OF THE CENTERLINE OF THE RUNWAY,
 BL2311'19.2 M (63.0 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY AT THE
 BL2311'HOLD BAR, AND 1.2 M (3.9 FT) SOUTHEAST OF THE NORTHEASTERN MOST
 BL2311'TAXIWAY LIGHT OF 2.  LOGO CAP HAS BEEN BROKEN OFF AND STATION MAY BE
 BL2311'FILLED WITH MUD OR COVERED OVER WITH TURF.  THIS STATION HAS BEEN
 BL2311'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 BL2311
 BL2311                          STATION RECOVERY (2001)
 BL2311
 BL2311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2311'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 BL2311
 BL2311                          STATION RECOVERY (2002)
 BL2311
 BL2311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL2311'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2311
 BL2311                          STATION RECOVERY (2002)
 BL2311
 BL2311'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL2311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2243 ***********************************************************************
 BY2243  DESIGNATION -  BEAVER
 BY2243  PID         -  BY2243
 BY2243  STATE/COUNTY-  TX/ANDERSON
 BY2243  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2243
 BY2243                         *CURRENT SURVEY CONTROL
 BY2243  ___________________________________________________________________
 BY2243* NAD 83(1993)-  31 52 20.49339(N)    095 51 44.96202(W)     ADJUSTED  
 BY2243* NAVD 88     -       107.206  (meters)     351.73   (feet)  ADJUSTED  
 BY2243  ___________________________________________________________________
 BY2243  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 BY2243  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BY2243  DYNAMIC HT  -         107.079 (meters)     351.31  (feet)  COMP
 BY2243  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 BY2243
 BY2243  HORZ ORDER  -  SECOND
 BY2243  VERT ORDER  -  SECOND    CLASS 0
 BY2243
 BY2243.The horizontal coordinates were established by classical geodetic methods
 BY2243.and adjusted by the National Geodetic Survey in February 1996..
 BY2243
 BY2243.The orthometric height was determined by differential leveling
 BY2243.and adjusted by the National Geodetic Survey in June 1991..
 BY2243
 BY2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2243
 BY2243.The geoid height was determined by GEOID03.
 BY2243
 BY2243.The dynamic height is computed by dividing the NAVD 88
 BY2243.geopotential number by the normal gravity value computed on the
 BY2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2243.degrees latitude (g = 980.6199 gals.).
 BY2243
 BY2243.The modeled gravity was interpolated from observed gravity values.
 BY2243
 BY2243;                    North         East     Units Scale Factor Converg.
 BY2243;SPC TX C     - 3,253,023.546 1,122,933.171   MT  0.99999707   +2 18 09.9
 BY2243;SPC TX C     -10,672,628.08  3,684,156.58   sFT  0.99999707   +2 18 09.9
 BY2243;UTM  15      - 3,529,861.563   229,198.474   MT  1.00050452   -1 30 44.6
 BY2243
 BY2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2243!SPC TX C     -   0.99998723  x   0.99999707  =   0.99998430
 BY2243!UTM  15      -   0.99998723  x   1.00050452  =   1.00049174
 BY2243
 BY2243:                Primary Azimuth Mark                     Grid Az
 BY2243:SPC TX C     -  BEAVER AZ MK                             146 35 55.2
 BY2243:UTM  15      -  BEAVER AZ MK                             150 24 49.7
 BY2243
 BY2243|---------------------------------------------------------------------|
 BY2243| PID    Reference Object                     Distance      Geod. Az  |
 BY2243|                                                           dddmmss.s |
 BY2243| BY2241 BEAVER AZ MK                                       1485405.1 |
 BY2243| BY2242 BEAVER RM 1                          28.720 METERS 16530     |
 BY2243| BY2244 BEAVER RM 2                          30.815 METERS 25416     |
 BY2243|---------------------------------------------------------------------|
 BY2243
 BY2243                          SUPERSEDED SURVEY CONTROL
 BY2243
 BY2243  NAD 83(1986)-  31 52 20.50277(N)    095 51 44.94485(W) AD(       ) 2
 BY2243  NAD 27      -  31 52 19.90600(N)    095 51 44.08400(W) AD(       ) 2
 BY2243  NGVD 29 (??/??/92)  107.193  (m)          351.68   (f) ADJ UNCH    2 0
 BY2243
 BY2243.Superseded values are not recommended for survey control.
 BY2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2243.See file dsdata.txt to determine how the superseded data were derived.
 BY2243
 BY2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR2919829862(NAD 83)
 BY2243_MARKER: DS = TRIANGULATION STATION DISK
 BY2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2243_STAMPING: BEAVER 1946
 BY2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2243+STABILITY: SURFACE MOTION
 BY2243
 BY2243  HISTORY     - Date     Condition        Report By
 BY2243  HISTORY     - 1946     MONUMENTED       CGS
 BY2243  HISTORY     - 1947     GOOD             NGS
 BY2243  HISTORY     - 1956     GOOD             CGS
 BY2243
 BY2243                          STATION DESCRIPTION
 BY2243
 BY2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BY2243'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF CAYUGA
 BY2243'AND 3 MILES NORTH-NORTHWEST OF TENNESSEE COLONY ON THE HIGHEST
 BY2243'POINT OF A LOW ROUNDED KNOLL, 230 FEET EAST OF U.S. HIGHWAY
 BY2243'287.  IT IS 49 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT
 BY2243'ROAD, 15.5 FEET NORTH OF 3 SCRUB OAK TREES AND 3.5 FEET
 BY2243'EAST OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 2.5
 BY2243'FEET.  IT IS STAMPED BEAVER 1946 AND PROJECTS 10 INCHES.
 BY2243'
 BY2243'REFERENCE MARK NO 1 IS THE SAME ELEVATION AS THE STATION.
 BY2243'IT IS 21 FEET WEST OF A TWIN OAK TREE.  IT IS STAMPED BEAVER
 BY2243'NO 1 1946 AND PROJECTS 10 INCHES.
 BY2243'
 BY2243'REFERENCE MARK NO 2 IS 130 FEET EAST OF THE CENTER LINE OF
 BY2243'U.S. HIGHWAY 287 AND 101 FEET SOUTH OF THE CENTER OF AN
 BY2243'EAST-WEST DIRT ROAD.  IT IS STAMPED BEAVER NO 2 1946 AND
 BY2243'PROJECTS 1 FOOT.  IT IS THE SAME ELEVATION AS THE STATION.
 BY2243'
 BY2243'THE AZIMUTH MARK IS 12 FEET EAST OF A NORTH-SOUTH FENCE LINE,
 BY2243'39 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 287 AND 2.5
 BY2243'FEET NORTH OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING
 BY2243'2.5 FEET.  IT IS STAMPED BEAVER 1946 AND PROJECTS 6 INCHES.
 BY2243'
 BY2243'TO REACH FROM THE BARTONS GROCERY STORE IN CAYUGA, GO SOUTHEAST
 BY2243'ON U.S. HIGHWAY 287 FOR 8.75 MILES TO A SIDE ROAD LEFT, TURN
 BY2243'LEFT AND GO 200 FEET TO THE STATION ON THE RIGHT.
 BY2243'
 BY2243'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD MENTIONED ABOVE,
 BY2243'CONTINUE ON U.S. HIGHWAY FOR 0.25 MILE TO THE MARK ON THE
 BY2243'RIGHT.
 BY2243'
 BY2243'A 50 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT STATION TENNESSEE
 BY2243'
 BY2243'A 50 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION COOKS
 BY2243'
 BY2243'A 50 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT STATION BETHEL
 BY2243'
 BY2243'A 50 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION VANNOY
 BY2243'
 BY2243'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BY2243
 BY2243                          STATION RECOVERY (1947)
 BY2243
 BY2243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BY2243'3.0 MI NW FROM TENNESSEE COLONY.
 BY2243'3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2243'TENNESSEE COLONY, IN A SMALL CLEARING AT THE CREST OF A HILL, 210 FEET
 BY2243'NORTH OF THE CENTER LINE OF THE HIGHWAY, 120 FEET SOUTHWEST OF THE
 BY2243'CENTER LINE OF A SIDE ROAD, 3 FEET NORTH OF A 4X4 MARKER POST.  A
 BY2243'BRONZE TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST.
 BY2243
 BY2243                          STATION RECOVERY (1956)
 BY2243
 BY2243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 BY2243'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 BY2243'AS DESCRIBED.  THE HIGHWAY IS BEING REBUILT AND THE STATION
 BY2243'WILL BE ON AN ISOLATED HILL SOUTH OF THE NEW HIGHWAY AND A
 BY2243'DEEP CUT AND NORTH OF THE OLD HIGHWED.  THE AZIMUTH
 BY2243'MARK IS NOW ACROSS THE HIGHWAY, SOUTH FROM A LARGE CONSOLIDATED
 BY2243'SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0551 ***********************************************************************
 BN0551  DESIGNATION -  BEAVER
 BN0551  PID         -  BN0551
 BN0551  STATE/COUNTY-  TX/MASON
 BN0551  USGS QUAD   -  ART (1982)
 BN0551
 BN0551                         *CURRENT SURVEY CONTROL
 BN0551  ___________________________________________________________________
 BN0551* NAD 83(1993)-  30 37 34.92624(N)    099 04 10.84895(W)     ADJUSTED  
 BN0551* NAVD 88     -       445.544  (meters)    1461.76   (feet)  ADJUSTED  
 BN0551  ___________________________________________________________________
 BN0551  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BN0551  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 BN0551  DYNAMIC HT  -         444.943 (meters)    1459.78  (feet)  COMP
 BN0551  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 BN0551
 BN0551  HORZ ORDER  -  THIRD
 BN0551  VERT ORDER  -  FIRST     CLASS II
 BN0551
 BN0551.The horizontal coordinates were established by classical geodetic methods
 BN0551.and adjusted by the National Geodetic Survey in February 1996..
 BN0551
 BN0551.The orthometric height was determined by differential leveling
 BN0551.and adjusted by the National Geodetic Survey in June 1991..
 BN0551
 BN0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0551
 BN0551.The geoid height was determined by GEOID03.
 BN0551
 BN0551.The dynamic height is computed by dividing the NAVD 88
 BN0551.geopotential number by the normal gravity value computed on the
 BN0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0551.degrees latitude (g = 980.6199 gals.).
 BN0551
 BN0551.The modeled gravity was interpolated from observed gravity values.
 BN0551
 BN0551;                    North         East     Units Scale Factor Converg.
 BN0551;SPC TX C     - 3,107,076.105   821,137.874   MT  0.99990303   +0 39 03.1
 BN0551;SPC TX C     -10,193,798.85  2,694,016.51   sFT  0.99990303   +0 39 03.1
 BN0551;UTM  14      - 3,388,197.433   493,322.104   MT  0.99960055   -0 02 07.8
 BN0551
 BN0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0551!SPC TX C     -   0.99993356  x   0.99990303  =   0.99983660
 BN0551!UTM  14      -   0.99993356  x   0.99960055  =   0.99953414
 BN0551
 BN0551|---------------------------------------------------------------------|
 BN0551| PID    Reference Object                     Distance      Geod. Az  |
 BN0551|                                                           dddmmss.s |
 BN0551| BN0550 BEAVER RM 1                           8.682 METERS 13319     |
 BN0551| BN0722 LOYAL MTN MICROWE RADIO MAST        APPROX. 6.9 KM 1383506.2 |
 BN0551| CV3755 BEAVER AZ MK                                       3081905.7 |
 BN0551| BN0552 BEAVER RM 2                           6.456 METERS 30955     |
 BN0551|---------------------------------------------------------------------|
 BN0551
 BN0551                          SUPERSEDED SURVEY CONTROL
 BN0551
 BN0551  NAD 83(1986)-  30 37 34.93687(N)    099 04 10.83513(W) AD(       ) 3
 BN0551  NAD 27      -  30 37 34.27780(N)    099 04 09.64950(W) AD(       ) 3
 BN0551
 BN0551.Superseded values are not recommended for survey control.
 BN0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0551.See file dsdata.txt to determine how the superseded data were derived.
 BN0551
 BN0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9332288197(NAD 83)
 BN0551_MARKER: DS = TRIANGULATION STATION DISK
 BN0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0551_SP_SET: CONCRETE POST
 BN0551_STAMPING: BEAVER 1956
 BN0551_MARK LOGO: CGS   
 BN0551_PROJECTION: PROJECTING 10 CENTIMETERS
 BN0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0551+STABILITY: SURFACE MOTION
 BN0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0551+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0551
 BN0551  HISTORY     - Date     Condition        Report By
 BN0551  HISTORY     - 1956     MONUMENTED       CGS
 BN0551  HISTORY     - 1982     GOOD             NGS
 BN0551  HISTORY     - 19910618 GOOD             USPSQD
 BN0551  HISTORY     - 19960212 GOOD             USPSQD
 BN0551  HISTORY     - 20040326 GOOD             USPSQD
 BN0551  HISTORY     - 20051123 GOOD             USPSQD
 BN0551
 BN0551                          STATION DESCRIPTION
 BN0551
 BN0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0551'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 BN0551'87, ABOUT 5 MILES NORTHWEST OF LOYAL VALLEY, 3-1/2 MILES
 BN0551'SOUTHEAST OF THE BRIDGE OVER LLANO RIVER, 54 FEET NORTHEAST
 BN0551'OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTHWEST OF A FENCE
 BN0551'AND 5 FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0551'
 BN0551'TO REACH THE STATION FROM THE SMALL SETTLEMENT OF LOYAL VALLEY,
 BN0551'GO SOUTHWEST ON THE HARD SURFACED ROAD FOR 0.75 MILE TO THE
 BN0551'JUNCTION OF U.S. HIGHWAY 87, TURN RIGHT ON HIGHWAY 87 AND
 BN0551'GO NORTHWEST FOR 3.25 MILES TO A ROAD SIDE PARK ON THE RIGHT,
 BN0551'CONTINUE ON THE HIGHWAY FOR 1.6 MILES TO THE STATION ON
 BN0551'THE RIGHT, CONTINUE ON THE HIGHWAY FOR 0.45 MILE TO THE
 BN0551'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 BN0551'
 BN0551'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0551'BEAVER 1956.
 BN0551'
 BN0551'REFERENCE MARK 1 IS 60 FEET NORTHEAST OF THE CENTER OF THE
 BN0551'HIGHWAY AND 1 FOOT SOUTHWEST OF THE FENCE.  THE MARK PROJECTS
 BN0551'4 INCHES, AND THE DISK IS STAMPED BEAVER NO 1 1956.
 BN0551'
 BN0551'REFERENCE MARK 2 IS 51 FEET NORTHEAST OF THE CENTER OF THE
 BN0551'HIGHWAY AND 9 FEET SOUTHWEST OF THE FENCE.  THE MARK IS FLUSH
 BN0551'WITH THE GROUND, AND THE DISK IS STAMPED BEAVER NO 2 1956.
 BN0551'
 BN0551'THE AZIMUTH MARK IS 59 FEET NORTHEAST OF THE CENTER OF THE
 BN0551'HIGHWAY, 10 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET SOUTHEAST
 BN0551'OF A 4 IN X 4 IN WHITE WITNESS POST AND 1 FOOT SOUTHWEST
 BN0551'OF A FENCE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 BN0551'STAMPED BEAVER 1956.
 BN0551'
 BN0551'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0551
 BN0551                          STATION RECOVERY (1982)
 BN0551
 BN0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0551'9.35 KM (5.85 MI) NW FROM LOYAL VALLEY.
 BN0551'9.35 KM (5.85 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE SOUTH
 BN0551'JUNCTION OF RANCH ROAD 2242, WHICH LEADS NORTHEAST TO LOYAL VALLEY,
 BN0551'0.5 KM (0.3 MI) SOUTHEAST OF BENCH MARK Y 80, SET IN THE NORTHEAST
 BN0551'RIGHT-OF-WAY, SET AT THE TOP OF THE HILL, 16.8 METERS (55.5 FT)
 BN0551'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.6 METERS (28.5 FT) WEST
 BN0551'NORTHWEST OF BEAVER NO 1, 6.5 METERS (21.2 FT) EAST SOUTHEAST OF
 BN0551'BEAVER NO 2, 4.3 METERS (14.5 FT) SOUTH SOUTHEAST OF A TELEPHONE POLE,
 BN0551'AND 1.6 METERS (5.5 FT) SOUTHWEST OF RIGHT-OF-WAY FENCE.
 BN0551'THE MARK IS 1.6 METERS  SW FROM A WITNESS POST.
 BN0551'THE MARK IS 1.8 M ABOVE HIGHWAY.
 BN0551
 BN0551                          STATION RECOVERY (1991)
 BN0551
 BN0551'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0551'RECOVERED IN GOOD CONDITION.
 BN0551
 BN0551                          STATION RECOVERY (1996)
 BN0551
 BN0551'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0551'RECOVERED IN GOOD CONDITION.
 BN0551
 BN0551                          STATION RECOVERY (2004)
 BN0551
 BN0551'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0551'RECOVERED IN GOOD CONDITION.
 BN0551
 BN0551                          STATION RECOVERY (2005)
 BN0551
 BN0551'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0551'FOUND IN GOOD CONDITION. GP IS VERY GOOD. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0824 ***********************************************************************
 DO0824  DESIGNATION -  BEAVER
 DO0824  PID         -  DO0824
 DO0824  STATE/COUNTY-  TX/WILBARGER
 DO0824  USGS QUAD   -  LAKE ELECTRA (1966)
 DO0824
 DO0824                         *CURRENT SURVEY CONTROL
 DO0824  ___________________________________________________________________
 DO0824* NAD 83(1993)-  33 58 55.87796(N)    099 00 18.92492(W)     ADJUSTED  
 DO0824* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 DO0824  ___________________________________________________________________
 DO0824  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DO0824  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DO0824
 DO0824  HORZ ORDER  -  SECOND
 DO0824
 DO0824.The horizontal coordinates were established by classical geodetic methods
 DO0824.and adjusted by the National Geodetic Survey in February 1996..
 DO0824
 DO0824.The orthometric height was scaled from a topographic map.
 DO0824
 DO0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0824
 DO0824.The geoid height was determined by GEOID03.
 DO0824
 DO0824;                    North         East     Units Scale Factor Converg.
 DO0824;SPC TXNC     - 2,256,893.514   553,312.183   MT  1.00000437   -0 16 32.0
 DO0824;SPC TXNC     - 7,404,491.47  1,815,325.05   sFT  1.00000437   -0 16 32.0
 DO0824;UTM  14      - 3,760,181.069   499,514.433   MT  0.99960000   -0 00 10.6
 DO0824
 DO0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0824!SPC TXNC     -   0.99994837  x   1.00000437  =   0.99995274
 DO0824!UTM  14      -   0.99994837  x   0.99960000  =   0.99954839
 DO0824
 DO0824|---------------------------------------------------------------------|
 DO0824| PID    Reference Object                     Distance      Geod. Az  |
 DO0824|                                                           dddmmss.s |
 DO0824| CX7572 BEAVER RM 1                          14.057 METERS 00506     |
 DO0824| EM0778 ELECTRA WESTERN FARMER RAD MST      APPROX. 7.4 KM 0452837.2 |
 DO0824| EM0777 ELECTRA TEX PIPELINE CO MICRO       APPROX. 8.5 KM 0470541.4 |
 DO0824| EM0776 ELECTRA S MUNICIPAL TANK            APPROX. 9.5 KM 0574520.8 |
 DO0824| CX7573 BEAVER RM 2                          13.444 METERS 10218     |
 DO0824| CX7571 BEAVER AZ MK                                       1972902.8 |
 DO0824|---------------------------------------------------------------------|
 DO0824
 DO0824                          SUPERSEDED SURVEY CONTROL
 DO0824
 DO0824  NAD 83(1993)-  33 58 55.87810(N)    099 00 18.92482(W) AD(       ) 2
 DO0824  NAD 83(1986)-  33 58 55.88370(N)    099 00 18.91371(W) AD(       ) 2
 DO0824  NAD 27      -  33 58 55.55235(N)    099 00 17.65985(W) AD(       ) 2
 DO0824
 DO0824.Superseded values are not recommended for survey control.
 DO0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0824.See file dsdata.txt to determine how the superseded data were derived.
 DO0824
 DO0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC9951460181(NAD 83)
 DO0824_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0824
 DO0824  HISTORY     - Date     Condition        Report By
 DO0824  HISTORY     - 1965     MONUMENTED       CGS
 DO0824
 DO0824                          STATION DESCRIPTION
 DO0824
 DO0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0824'THE STATION IS ABOUT 7 MILES SOUTH OF HARROLD, 6 MILES SOUTHWEST
 DO0824'OF ELECTRA, ON THE EAST SIDE OF FARM ROAD 1811 AND ON A SMALL RISE.
 DO0824'
 DO0824'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 DO0824'STATE HIGHWAY 25 IN ELECTRA, GO SOUTH ON STATE HIGHWAY 25 FOR
 DO0824'1.15 MILES TO THE JUNCTION WITH FARM ROAD 1811 ON THE RIGHT.  TURN
 DO0824'RIGHT AND GO WESTERLY ON FARM ROAD 1811 FOR 4.9 MILES TO A
 DO0824'GRAVELED ROAD LEFT AT A CATTLE GUARD, JUST AFTER A CURVE WHERE
 DO0824'THE ROAD TURNS TO THE SOUTH.  CONTINUE SOUTH ON THE FARM ROAD FOR
 DO0824'0.65 MILE TO THE STATION ON THE LEFT.  CONTINUE SOUTH ON
 DO0824'FARM ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT JUST
 DO0824'BEFORE REACHING A CATTLE GUARD.
 DO0824'
 DO0824'STATION MARK IS A STANDARD DISK, STAMPED BEAVER 1965, SET IN THE
 DO0824'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0824'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 64 FEET EAST OF THE
 DO0824'CENTERLINE OF THE FARM ROAD.
 DO0824'
 DO0824'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAVER NO 1 1965,
 DO0824'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0824'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 61 FEET EAST OF
 DO0824'THE CENTERLINE OF THE FARM ROAD AND ABOUT THE SAME ELEVATION AS
 DO0824'THE STATION.
 DO0824'
 DO0824'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEAVER NO 2 1965, SET
 DO0824'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0824'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 108 FEET EAST
 DO0824'OF THE CENTERLINE OF THE FARM ROAD AND ABOUT THE SAME ELEVATION AS
 DO0824'THE STATION.
 DO0824'
 DO0824'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEAVER 1965, SET IN THE
 DO0824'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0824'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 85 FEET NORTHWEST OF THE
 DO0824'WEST END OF A CATTLE GUARD, 50 FEET WEST OF THE CENTERLINE OF THE
 DO0824'FARM ROAD, 5 FEET NORTH OF A FENCE CORNER POST AND 2 FEET
 DO0824'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0914 ***********************************************************************
 DO0914  DESIGNATION -  BEAVER
 DO0914  PID         -  DO0914
 DO0914  STATE/COUNTY-  TX/FOARD
 DO0914  USGS QUAD   -  COLWELL CREEK (1966)
 DO0914
 DO0914                         *CURRENT SURVEY CONTROL
 DO0914  ___________________________________________________________________
 DO0914* NAD 83(1993)-  33 49 18.03949(N)    099 31 12.75793(W)     ADJUSTED  
 DO0914* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 DO0914  ___________________________________________________________________
 DO0914  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DO0914  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DO0914
 DO0914  HORZ ORDER  -  SECOND
 DO0914
 DO0914.The horizontal coordinates were established by classical geodetic methods
 DO0914.and adjusted by the National Geodetic Survey in February 1996..
 DO0914
 DO0914.The orthometric height was scaled from a topographic map.
 DO0914
 DO0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0914
 DO0914.The geoid height was determined by GEOID03.
 DO0914
 DO0914;                    North         East     Units Scale Factor Converg.
 DO0914;SPC TXNC     - 2,239,436.189   505,556.576   MT  0.99996278   -0 33 23.1
 DO0914;SPC TXNC     - 7,347,216.90  1,658,646.87   sFT  0.99996278   -0 33 23.1
 DO0914;UTM  14      - 3,742,505.880   451,859.279   MT  0.99962857   -0 17 22.4
 DO0914
 DO0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0914!SPC TXNC     -   0.99994057  x   0.99996278  =   0.99990335
 DO0914!UTM  14      -   0.99994057  x   0.99962857  =   0.99956916
 DO0914
 DO0914|---------------------------------------------------------------------|
 DO0914| PID    Reference Object                     Distance      Geod. Az  |
 DO0914|                                                           dddmmss.s |
 DO0914| CX7575 BEAVER RM 1                          25.474 METERS 13540     |
 DO0914| CX7576 BEAVER RM 2                          23.654 METERS 30418     |
 DO0914| CX7574 BEAVER AZ MK                                       3110841.1 |
 DO0914| DO0911 THALIA MUN TANK                     APPROX.18.0 KM 3511325.5 |
 DO0914|---------------------------------------------------------------------|
 DO0914
 DO0914                          SUPERSEDED SURVEY CONTROL
 DO0914
 DO0914  NAD 83(1993)-  33 49 18.03997(N)    099 31 12.75805(W) AD(       ) 2
 DO0914  NAD 83(1986)-  33 49 18.04740(N)    099 31 12.74912(W) AD(       ) 2
 DO0914  NAD 27      -  33 49 17.72778(N)    099 31 11.44354(W) AD(       ) 2
 DO0914
 DO0914.Superseded values are not recommended for survey control.
 DO0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0914.See file dsdata.txt to determine how the superseded data were derived.
 DO0914
 DO0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5185942506(NAD 83)
 DO0914_MARKER: DS = TRIANGULATION STATION DISK
 DO0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0914
 DO0914  HISTORY     - Date     Condition        Report By
 DO0914  HISTORY     - 1969     MONUMENTED       CGS
 DO0914
 DO0914                          STATION DESCRIPTION
 DO0914
 DO0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0914'THE STATION IS LOCATED ABOUT 17-1/2 MILES EAST-NORTHEAST OF TRUSCOTT,
 DO0914'11-1/2 MILES SOUTH OF THALIA, 2-1/2 MILES NORTH OF THE FOARD-KNOX
 DO0914'COUNTY LINE, 1-3/4 MILES SOUTHEAST OF SOUTH BEAVER CREEK AND ON
 DO0914'ROAD RIGHT-OF-WAY.
 DO0914'
 DO0914'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND FARM
 DO0914'ROAD 262 IN THALIA, GO WEST ON U.S. HIGHWAY 70 FOR 4.2 MILES TO A
 DO0914'CROSSROAD.  TURN LEFT AND GO SOUTH ON FARM ROAD 267 FOR 4.95 MILES
 DO0914'TO THE JUNCTION OF FARM ROAD 2877.  CONTINUE SOUTH ON FARM ROAD
 DO0914'267 FOR 3.3 MILES TO A FORK.  BEAR LEFT AND GO SOUTHEAST ON FARM
 DO0914'ROAD 1919 FOR 4.9 MILES TO THE AZIMUTH MARK ON THE RIGHT IN A
 DO0914'CONCRETE CULVERT.  CONTINUE SOUTHEAST ON FARM ROAD 1919 FOR 0.25
 DO0914'MILE TO THE STATION ON THE RIGHT.
 DO0914'
 DO0914'THE STATION MARK IS A STANDARD DISK STAMPED BEAVER 1969, SET IN THE
 DO0914'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 DO0914'ABOVE THE GROUND.  IT IS 51 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 DO0914'FARM ROAD 1919, 9.7 FEET NORTH-NORTHEAST OF A WIRE FENCE AND 9
 DO0914'FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 DO0914'
 DO0914'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEAVER NO 1 1969, SET IN
 DO0914'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1
 DO0914'INCH ABOVE THE GROUND.  IT IS 59 FEET SOUTH-SOUTHWEST OF THE CENTER
 DO0914'OF FARM ROAD 1919, 83 FEET SOUTHEAST OF THE METAL WITNESS POST AND 1
 DO0914'FOOT NORTH-NORTHEAST OF THE WIRE FENCE.
 DO0914'
 DO0914'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEAVER NO 2 1969, SET IN
 DO0914'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DO0914'2 INCHES ABOVE THE GROUND.  IT IS 77 FEET NORTHWEST OF THE METAL
 DO0914'WITNESS POST, 59 FEET SOUTH-SOUTHWEST OF THE CENTER OF FARM ROAD
 DO0914'1919 AND 1 FOOT NORTH-NORTHEAST OF THE WIRE FENCE.
 DO0914'
 DO0914'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEAVER 1969, CEMENTED IN
 DO0914'A DRILL HOLE IN THE HEADWALL OF THE CONCRETE CULVERT.  IT IS 18 FEET
 DO0914'WEST-SOUTHWEST OF THE CENTER OF FARM ROAD 1919 AND 2.9 FEET
 DO0914'EAST-SOUTHEAST OF A METAL WITNESS POST.
 DO0914'
 DO0914'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2241 ***********************************************************************
 BY2241  DESIGNATION -  BEAVER AZ MK
 BY2241  PID         -  BY2241
 BY2241  STATE/COUNTY-  TX/ANDERSON
 BY2241  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2241
 BY2241                         *CURRENT SURVEY CONTROL
 BY2241  ___________________________________________________________________
 BY2241* NAD 83(1986)-  31 52 11.     (N)    095 51 38.     (W)     SCALED    
 BY2241* NAVD 88     -        95.075  (meters)     311.93   (feet)  ADJUSTED  
 BY2241  ___________________________________________________________________
 BY2241  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BY2241  DYNAMIC HT  -          94.962 (meters)     311.55  (feet)  COMP
 BY2241  MODELED GRAV-     979,449.8   (mgal)                       NAVD 88
 BY2241
 BY2241  VERT ORDER  -  SECOND    CLASS 0
 BY2241
 BY2241.The horizontal coordinates were scaled from a topographic map and have
 BY2241.an estimated accuracy of +/- 6 seconds.
 BY2241
 BY2241.The orthometric height was determined by differential leveling
 BY2241.and adjusted by the National Geodetic Survey in June 1991..
 BY2241
 BY2241.The geoid height was determined by GEOID03.
 BY2241
 BY2241.The dynamic height is computed by dividing the NAVD 88
 BY2241.geopotential number by the normal gravity value computed on the
 BY2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2241.degrees latitude (g = 980.6199 gals.).
 BY2241
 BY2241.The modeled gravity was interpolated from observed gravity values.
 BY2241
 BY2241;                    North         East    Units  Estimated Accuracy
 BY2241;SPC TX C     - 3,252,740.    1,123,130.      MT  (+/- 180 meters Scaled)
 BY2241
 BY2241                          SUPERSEDED SURVEY CONTROL
 BY2241
 BY2241  NGVD 29 (??/??/92)   95.061  (m)          311.88   (f) ADJ UNCH    2 0
 BY2241
 BY2241.Superseded values are not recommended for survey control.
 BY2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2241.See file dsdata.txt to determine how the superseded data were derived.
 BY2241
 BY2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR293295(NAD 83)
 BY2241_MARKER: DZ = AZIMUTH MARK DISK
 BY2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2241_STAMPING: BEAVER 1946
 BY2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2241+STABILITY: SURFACE MOTION
 BY2241
 BY2241  HISTORY     - Date     Condition        Report By
 BY2241  HISTORY     - 1946     MONUMENTED       CGS
 BY2241  HISTORY     - 1947     GOOD             NGS
 BY2241
 BY2241                          STATION DESCRIPTION
 BY2241
 BY2241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2241'2.7 MI NW FROM TENNESSEE COLONY.
 BY2241'2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2241'TENNESSEE COLONY, 36 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12
 BY2241'FEET NORTH OF A WIRE FENCE, 2 FEET WEST OF A 4X4 MARKER POST.  A
 BY2241'BRONZE AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2242 ***********************************************************************
 BY2242  DESIGNATION -  BEAVER RM 1
 BY2242  PID         -  BY2242
 BY2242  STATE/COUNTY-  TX/ANDERSON
 BY2242  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2242
 BY2242                         *CURRENT SURVEY CONTROL
 BY2242  ___________________________________________________________________
 BY2242* NAD 83(1986)-  31 52 20.     (N)    095 51 45.     (W)     SCALED    
 BY2242* NAVD 88     -       106.455  (meters)     349.26   (feet)  ADJUSTED  
 BY2242  ___________________________________________________________________
 BY2242  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BY2242  DYNAMIC HT  -         106.328 (meters)     348.84  (feet)  COMP
 BY2242  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 BY2242
 BY2242  VERT ORDER  -  SECOND    CLASS 0
 BY2242
 BY2242.The horizontal coordinates were scaled from a topographic map and have
 BY2242.an estimated accuracy of +/- 6 seconds.
 BY2242
 BY2242.The orthometric height was determined by differential leveling
 BY2242.and adjusted by the National Geodetic Survey in June 1991..
 BY2242
 BY2242.The geoid height was determined by GEOID03.
 BY2242
 BY2242.The dynamic height is computed by dividing the NAVD 88
 BY2242.geopotential number by the normal gravity value computed on the
 BY2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2242.degrees latitude (g = 980.6199 gals.).
 BY2242
 BY2242.The modeled gravity was interpolated from observed gravity values.
 BY2242
 BY2242;                    North         East    Units  Estimated Accuracy
 BY2242;SPC TX C     - 3,253,010.    1,122,930.      MT  (+/- 180 meters Scaled)
 BY2242
 BY2242                          SUPERSEDED SURVEY CONTROL
 BY2242
 BY2242  NGVD 29 (??/??/92)  106.441  (m)          349.22   (f) ADJ UNCH    2 0
 BY2242
 BY2242.Superseded values are not recommended for survey control.
 BY2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2242.See file dsdata.txt to determine how the superseded data were derived.
 BY2242
 BY2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR291298(NAD 83)
 BY2242_MARKER: DR = REFERENCE MARK DISK
 BY2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2242_STAMPING: BEAVER NO 1 1946
 BY2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2242+STABILITY: SURFACE MOTION
 BY2242
 BY2242  HISTORY     - Date     Condition        Report By
 BY2242  HISTORY     - 1946     MONUMENTED       CGS
 BY2242  HISTORY     - 1947     GOOD             NGS
 BY2242
 BY2242                          STATION DESCRIPTION
 BY2242
 BY2242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2242'3.0 MI NW FROM TENNESSEE.
 BY2242'3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2242'TENNESSEE COLONY, IN A SMALL CLEARING AT THE CREST OF A HILL, 200 FEET
 BY2242'NORTH OF THE CENTER LINE OF THE HIGHWAY, 88 FEET EAST OF TRIANGULATION
 BY2242'STATION BEAVER.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 BY2242'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0550 ***********************************************************************
 BN0550  DESIGNATION -  BEAVER RM 1
 BN0550  PID         -  BN0550
 BN0550  STATE/COUNTY-  TX/MASON
 BN0550  USGS QUAD   -  ART (1982)
 BN0550
 BN0550                         *CURRENT SURVEY CONTROL
 BN0550  ___________________________________________________________________
 BN0550* NAD 83(1986)-  30 37 35.     (N)    099 04 11.     (W)     SCALED    
 BN0550* NAVD 88     -       445.473  (meters)    1461.52   (feet)  ADJUSTED  
 BN0550  ___________________________________________________________________
 BN0550  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 BN0550  DYNAMIC HT  -         444.872 (meters)    1459.55  (feet)  COMP
 BN0550  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 BN0550
 BN0550  VERT ORDER  -  FIRST     CLASS II
 BN0550
 BN0550.The horizontal coordinates were scaled from a topographic map and have
 BN0550.an estimated accuracy of +/- 6 seconds.
 BN0550
 BN0550.The orthometric height was determined by differential leveling
 BN0550.and adjusted by the National Geodetic Survey in June 1991..
 BN0550
 BN0550.The geoid height was determined by GEOID03.
 BN0550
 BN0550.The dynamic height is computed by dividing the NAVD 88
 BN0550.geopotential number by the normal gravity value computed on the
 BN0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0550.degrees latitude (g = 980.6199 gals.).
 BN0550
 BN0550.The modeled gravity was interpolated from observed gravity values.
 BN0550
 BN0550;                    North         East    Units  Estimated Accuracy
 BN0550;SPC TX C     - 3,107,080.      821,130.      MT  (+/- 180 meters Scaled)
 BN0550
 BN0550                          SUPERSEDED SURVEY CONTROL
 BN0550
 BN0550.No superseded survey control is available for this station.
 BN0550
 BN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU933882(NAD 83)
 BN0550_MARKER: DR = REFERENCE MARK DISK
 BN0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0550_SP_SET: CONCRETE POST
 BN0550_STAMPING: BEAVER NO 1 1956
 BN0550_MARK LOGO: CGS   
 BN0550_PROJECTION: PROJECTING 10 CENTIMETERS
 BN0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0550+STABILITY: SURFACE MOTION
 BN0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0550+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0550
 BN0550  HISTORY     - Date     Condition        Report By
 BN0550  HISTORY     - 1956     MONUMENTED       CGS
 BN0550  HISTORY     - 1982     GOOD             NGS
 BN0550  HISTORY     - 19910618 GOOD             USPSQD
 BN0550  HISTORY     - 19960212 GOOD             USPSQD
 BN0550  HISTORY     - 20040326 GOOD             USPSQD
 BN0550  HISTORY     - 20051123 GOOD             USPSQD
 BN0550
 BN0550                          STATION DESCRIPTION
 BN0550
 BN0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0550'9.35 KM (5.85 MI) NW FROM LOYAL VALLEY.
 BN0550'9.35 KM (5.85 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE SOUTH
 BN0550'JUNCTION OF RANCH ROAD 2242, WHICH LEADS NORTHEAST TO LOYAL VALLEY,
 BN0550'0.5 KM (0.3 MI) SOUTHEAST OF BENCH MARK Y 80, SET IN THE NORTHEAST
 BN0550'RIGHT-OF-WAY, AT THE TOP OF A HILL, 18.2 METERS (60.0 FT) NORTHEAST OF
 BN0550'THE CENTERLINE OF THE HIGHWAY, 15.2 METERS (50.0 FT) EAST SOUTHEAST OF
 BN0550'BEAVER NO 2, 12.8 METERS (42.0 FT) SOUTHEAST OF A TELEPHONE POLE,
 BN0550'8.6 METERS (28.5 FT) EAST SOUTHEAST OF STATION BEAVER, AND 0.3 METER
 BN0550'(1.0 FT) SOUTHWEST OF RIGHT-OF-WAY FENCE.
 BN0550'THE MARK IS 8.5 METERS  SE FROM A WITNESS POST.
 BN0550'THE MARK IS 1.8 M ABOVE HIGHWAY.
 BN0550
 BN0550                          STATION RECOVERY (1991)
 BN0550
 BN0550'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0550'RECOVERED IN GOOD CONDITION.
 BN0550
 BN0550                          STATION RECOVERY (1996)
 BN0550
 BN0550'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0550'RECOVERED IN GOOD CONDITION.
 BN0550
 BN0550                          STATION RECOVERY (2004)
 BN0550
 BN0550'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0550'RECOVERED IN GOOD CONDITION.
 BN0550
 BN0550                          STATION RECOVERY (2005)
 BN0550
 BN0550'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0550'FOUND IN GOOD CONDITION. BEAVER 1. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2244 ***********************************************************************
 BY2244  DESIGNATION -  BEAVER RM 2
 BY2244  PID         -  BY2244
 BY2244  STATE/COUNTY-  TX/ANDERSON
 BY2244  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2244
 BY2244                         *CURRENT SURVEY CONTROL
 BY2244  ___________________________________________________________________
 BY2244* NAD 83(1986)-  31 52 20.     (N)    095 51 45.     (W)     SCALED    
 BY2244* NAVD 88     -       106.236  (meters)     348.54   (feet)  ADJUSTED  
 BY2244  ___________________________________________________________________
 BY2244  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BY2244  DYNAMIC HT  -         106.110 (meters)     348.13  (feet)  COMP
 BY2244  MODELED GRAV-     979,450.1   (mgal)                       NAVD 88
 BY2244
 BY2244  VERT ORDER  -  SECOND    CLASS 0
 BY2244
 BY2244.The horizontal coordinates were scaled from a topographic map and have
 BY2244.an estimated accuracy of +/- 6 seconds.
 BY2244
 BY2244.The orthometric height was determined by differential leveling
 BY2244.and adjusted by the National Geodetic Survey in June 1991..
 BY2244
 BY2244.The geoid height was determined by GEOID03.
 BY2244
 BY2244.The dynamic height is computed by dividing the NAVD 88
 BY2244.geopotential number by the normal gravity value computed on the
 BY2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2244.degrees latitude (g = 980.6199 gals.).
 BY2244
 BY2244.The modeled gravity was interpolated from observed gravity values.
 BY2244
 BY2244;                    North         East    Units  Estimated Accuracy
 BY2244;SPC TX C     - 3,253,010.    1,122,930.      MT  (+/- 180 meters Scaled)
 BY2244
 BY2244                          SUPERSEDED SURVEY CONTROL
 BY2244
 BY2244  NGVD 29 (??/??/92)  106.222  (m)          348.50   (f) ADJ UNCH    2 0
 BY2244
 BY2244.Superseded values are not recommended for survey control.
 BY2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2244.See file dsdata.txt to determine how the superseded data were derived.
 BY2244
 BY2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR291298(NAD 83)
 BY2244_MARKER: DR = REFERENCE MARK DISK
 BY2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2244_STAMPING: BEAVER NO 2 1946
 BY2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2244+STABILITY: SURFACE MOTION
 BY2244
 BY2244  HISTORY     - Date     Condition        Report By
 BY2244  HISTORY     - 1946     MONUMENTED       CGS
 BY2244  HISTORY     - 1947     GOOD             NGS
 BY2244
 BY2244                          STATION DESCRIPTION
 BY2244
 BY2244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2244'3.0 MI NW FROM TENNESSEE COLONY.
 BY2244'3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2244'TENNESSEE COLONY, IN A SMALL CLEARING AT THE CREST OF A HILL, 115 FEET
 BY2244'NORTH OF THE CENTER LINE OF THE HIGHWAY, 96 FEET SOUTH OF
 BY2244'TRIANGULATION STATION BEAVER.  A BRONZE REFERENCE MARK DISK SET IN THE
 BY2244'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0552 ***********************************************************************
 BN0552  DESIGNATION -  BEAVER RM 2
 BN0552  PID         -  BN0552
 BN0552  STATE/COUNTY-  TX/MASON
 BN0552  USGS QUAD   -  ART (1982)
 BN0552
 BN0552                         *CURRENT SURVEY CONTROL
 BN0552  ___________________________________________________________________
 BN0552* NAD 83(1986)-  30 37 35.     (N)    099 04 11.     (W)     SCALED    
 BN0552* NAVD 88     -       445.296  (meters)    1460.94   (feet)  ADJUSTED  
 BN0552  ___________________________________________________________________
 BN0552  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 BN0552  DYNAMIC HT  -         444.695 (meters)    1458.97  (feet)  COMP
 BN0552  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 BN0552
 BN0552  VERT ORDER  -  FIRST     CLASS II
 BN0552
 BN0552.The horizontal coordinates were scaled from a topographic map and have
 BN0552.an estimated accuracy of +/- 6 seconds.
 BN0552
 BN0552.The orthometric height was determined by differential leveling
 BN0552.and adjusted by the National Geodetic Survey in June 1991..
 BN0552
 BN0552.The geoid height was determined by GEOID03.
 BN0552
 BN0552.The dynamic height is computed by dividing the NAVD 88
 BN0552.geopotential number by the normal gravity value computed on the
 BN0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0552.degrees latitude (g = 980.6199 gals.).
 BN0552
 BN0552.The modeled gravity was interpolated from observed gravity values.
 BN0552
 BN0552;                    North         East    Units  Estimated Accuracy
 BN0552;SPC TX C     - 3,107,080.      821,130.      MT  (+/- 180 meters Scaled)
 BN0552
 BN0552                          SUPERSEDED SURVEY CONTROL
 BN0552
 BN0552.No superseded survey control is available for this station.
 BN0552
 BN0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU933882(NAD 83)
 BN0552_MARKER: DR = REFERENCE MARK DISK
 BN0552_SETTING: 66 = SET IN ROCK OUTCROP
 BN0552_SP_SET: ROCK OUTCROP
 BN0552_STAMPING: BEAVER NO 2 1956
 BN0552_MARK LOGO: CGS   
 BN0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0552+STABILITY: POSITION/ELEVATION WELL
 BN0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0552+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0552
 BN0552  HISTORY     - Date     Condition        Report By
 BN0552  HISTORY     - 1956     MONUMENTED       CGS
 BN0552  HISTORY     - 1982     GOOD             NGS
 BN0552  HISTORY     - 19910618 GOOD             USPSQD
 BN0552  HISTORY     - 19960212 GOOD             USPSQD
 BN0552  HISTORY     - 20040326 GOOD             USPSQD
 BN0552  HISTORY     - 20051123 GOOD             USPSQD
 BN0552
 BN0552                          STATION DESCRIPTION
 BN0552
 BN0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0552'9.35 KM (5.85 MI) NW FROM LOYAL VALLEY.
 BN0552'9.35 KM (5.85 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE SOUTH
 BN0552'JUNCTION OF RANCH ROAD 2242, WHICH LEADS NORTHEAST TO LOYAL VALLEY,
 BN0552'0.5 KM (0.3 MI) SOUTHEAST OF BENCH MARK Y 80, SET IN THE NORTHEAST
 BN0552'RIGHT-OF-WAY, AT THE TOP OF A HILL, SET IN TOP OF A ROCK OUTCROP, 15.8
 BN0552'METERS (52.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BN0552'15.2 METERS (50.0 FT) WEST NORTHWEST OF BEAVER NO 1, 8.6 METERS
 BN0552'(28.5 FT) WEST NORTHWEST OF STATION BEAVER, 3.6 METERS (12.0 FT) WEST
 BN0552'SOUTHWEST OF A TELEPHONE POLE, AND 2.7 METERS (9.0 FT) SOUTHWEST OF A
 BN0552'RIGHT-OF-WAY FENCE, NOTE, 6.0 FT 1.8 METERS ABOVE THE HIGHWAY.
 BN0552'THE MARK IS 7.0 METERS  WNW FROM A WITNESS POST.
 BN0552'THE MARK IS ABOVE LEVEL WITH GROUND.
 BN0552
 BN0552                          STATION RECOVERY (1991)
 BN0552
 BN0552'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0552'RECOVERED IN GOOD CONDITION.
 BN0552
 BN0552                          STATION RECOVERY (1996)
 BN0552
 BN0552'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0552'RECOVERED IN GOOD CONDITION.
 BN0552
 BN0552                          STATION RECOVERY (2004)
 BN0552
 BN0552'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0552'IT IS IN THE MIDDLE OF SEVERAL LARGE CACTUS PLANTS
 BN0552
 BN0552                          STATION RECOVERY (2005)
 BN0552
 BN0552'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0552'FOUND IN GOOD CONDITION. BEAVER 2 IS ABOUT 6 INCHES OUT OF THE GROUND.
 BN0552'GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2942 ***********************************************************************
 AW2942  DESIGNATION -  BEAZLEY
 AW2942  PID         -  AW2942
 AW2942  STATE/COUNTY-  TX/CHAMBERS
 AW2942  USGS QUAD   -  UMBRELLA POINT (1994)
 AW2942
 AW2942                         *CURRENT SURVEY CONTROL
 AW2942  ___________________________________________________________________
 AW2942* NAD 83(1993)-  29 41 33.53432(N)    094 51 59.08480(W)     ADJUSTED  
 AW2942* NAVD 88     -         6.30   (+/-2cm)      20.7    (feet)  VERTCON   
 AW2942  ___________________________________________________________________
 AW2942  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW2942  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW2942
 AW2942  HORZ ORDER  -  FIRST
 AW2942  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2942
 AW2942.The horizontal coordinates were established by classical geodetic methods
 AW2942.and adjusted by the National Geodetic Survey in February 1996..
 AW2942
 AW2942.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2942.The vertical order pertains to the NGVD 29 superseded value.
 AW2942
 AW2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2942
 AW2942.The geoid height was determined by GEOID03.
 AW2942
 AW2942;                    North         East     Units Scale Factor Converg.
 AW2942;SPC TXSC     - 4,213,130.787   999,927.532   MT  0.99988266   +2 01 30.3
 AW2942;SPC TXSC     -13,822,579.92  3,280,595.58   sFT  0.99988266   +2 01 30.3
 AW2942;SPC TX C     - 3,015,880.883 1,228,961.878   MT  1.00014016   +2 48 56.8
 AW2942;SPC TX C     - 9,894,602.53  4,032,019.09   sFT  1.00014016   +2 48 56.8
 AW2942;UTM  15      - 3,286,186.341   319,420.342   MT  1.00000236   -0 55 29.2
 AW2942
 AW2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2942!SPC TXSC     -   1.00000328  x   0.99988266  =   0.99988594
 AW2942!SPC TX C     -   1.00000328  x   1.00014016  =   1.00014344
 AW2942!UTM  15      -   1.00000328  x   1.00000236  =   1.00000564
 AW2942
 AW2942:                Primary Azimuth Mark                     Grid Az
 AW2942:SPC TXSC     -  ANAHUAC COURTHOUSE DOME                  062 08 13.3
 AW2942:SPC TX C     -  ANAHUAC COURTHOUSE DOME                  061 20 46.8
 AW2942:UTM  15      -  ANAHUAC COURTHOUSE DOME                  065 05 12.8
 AW2942
 AW2942|---------------------------------------------------------------------|
 AW2942| PID    Reference Object                     Distance      Geod. Az  |
 AW2942|                                                           dddmmss.s |
 AW2942| AW6061 ANAHUAC COURTHOUSE DOME             APPROX.19.5 KM 0640943.6 |
 AW2942| AW2944 BEAZLEY RM 1                         27.188 METERS 07504     |
 AW2942| CV8723 BEAZLEY AZ MK                                      18845     |
 AW2942| AW2943 BEAZLEY RM 2                                       1884519.2 |
 AW2942| AW2945 BEAZLEY RM 3                         27.100 METERS 19025     |
 AW2942| AW6330 BAYTOWN SW TRANSMISSION TOWER       APPROX.16.1 KM 2840650.2 |
 AW2942| AW6343 BAYTOWN NE TRANSMISSION TOWER       APPROX.16.0 KM 2852604.0 |
 AW2942| AW6152 PELLY MUNICIPAL TANK                APPROX.11.1 KM 2873230.3 |
 AW2942| AW6344 BAYTOWN HUMBLE REFINERY STACK       APPROX.14.6 KM 2914114.7 |
 AW2942| AW6169 GOOSE CREEK MUNICIPAL TANK          APPROX.10.8 KM 2933200.2 |
 AW2942|---------------------------------------------------------------------|
 AW2942
 AW2942                          SUPERSEDED SURVEY CONTROL
 AW2942
 AW2942  NAD 83(1986)-  29 41 33.55117(N)    094 51 59.06602(W) AD(       ) 1
 AW2942  NAD 27      -  29 41 32.73698(N)    094 51 58.34267(W) AD(       ) 1
 AW2942  NGVD 29 (??/??/92)    6.30   (m)           20.7    (f) COMPUTED    1 2
 AW2942
 AW2942.Superseded values are not recommended for survey control.
 AW2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2942.See file dsdata.txt to determine how the superseded data were derived.
 AW2942
 AW2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1942086186(NAD 83)
 AW2942_MARKER: DS = TRIANGULATION STATION DISK
 AW2942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2942_STAMPING: BEAZLEY 1931
 AW2942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2942+STABILITY: SURFACE MOTION
 AW2942
 AW2942  HISTORY     - Date     Condition        Report By
 AW2942  HISTORY     - 1931     MONUMENTED       CGS
 AW2942  HISTORY     - 1942     GOOD             CGS
 AW2942  HISTORY     - 1954     GOOD             CGS
 AW2942  HISTORY     - 1962     GOOD             CGS
 AW2942  HISTORY     - 1963     GOOD             CGS
 AW2942  HISTORY     - 1964     GOOD             CGS
 AW2942  HISTORY     - 1964     GOOD             NGS
 AW2942
 AW2942                          STATION DESCRIPTION
 AW2942
 AW2942'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW2942'STATION IS ABOUT 11 MILES S OF BARBERS HILL, ABOUT 6 MILES
 AW2942'SE OF GOOSE CREEK, 550 FEET W OF BLUFF BANK ON W SHORE OF
 AW2942'GALVESTON BAY, NEAR THE NEW TRI CITY BEACH RESORT, ABOUT
 AW2942'0.3 MILE S OF TRI CITY HOTEL, ON LAND BELONGING TO JOHN
 AW2942'BEAZLEY OF HOUSTON.  STATION IS ON E SIDE OF AN UNCULTIVATED
 AW2942'FIELD, JUST S OF A THICKET OF WILD FRUIT TREES, 148 METERS
 AW2942'(486 FEET) E OF CAMP STERLING ROAD, 66 FEET W OF CENTER LINE
 AW2942'OF SHELL ROAD WHICH TURNS S FROM THE GOOSE CREEK ROAD JUST N
 AW2942'OF THE HOTEL AND GOES S TO CAMP STERLING ROAD.  A FENCELINE
 AW2942'WITH CATTLE GUARD AT ROAD IS 430 FEET S OF STATION, WHICH
 AW2942'IS ON A SLIGHT MOUND.
 AW2942'
 AW2942'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW2942'SET IN CONCRETE.  SURFACE MARK PROJECTS ABOUT 10 INCHES
 AW2942'ABOVE GROUND.
 AW2942'
 AW2942'REFERENCE MARK 1 IS ON W SIDE OF SUBDIVISION, IN A ROW OF
 AW2942'RECENTLY PLANTED TREES, ABOUT 0.3 MILE S OF HOTEL, 450 FEET
 AW2942'W OF BLUFF OF BAY, 430 FEET N OF CATTLE GUARD AND FENCELINE,
 AW2942'75 FEET N OF OBLIQUE TURN IN SHELL ROAD, 23.5 FEET E OF
 AW2942'CENTER LINE OF SHELL ROAD, AND 89.20 FEET FROM STATION
 AW2942'IT PROJECTS ABOUT 3 INCHES ABOVE
 AW2942'GROUND.
 AW2942'
 AW2942'REFERENCE MARK 2 IS ABOUT 0.6 MILE S OF THE TRI CITY HOTEL,
 AW2942'ON W SIDE OF SHELL ROAD THAT GOES TO CEDAR POINT, 450 FEET
 AW2942'W OF BLUFF ON BAY, 1,000 FEET E OF FENCELINE, 0.15 MILE N
 AW2942'OF TURN IN SHELL ROAD WHERE LANE TO HOUSE CONTINUES S, 29
 AW2942'FEET W OF CENTER LINE OF SHELL ROAD, 100 FEET S OF FUTURE
 AW2942'STREET ON E SIDE, AND APPROXIMATELY 0.3 MILE FROM STATION
 AW2942'S 08 DEG 46 MIN W.  IT PROJECTS ABOUT 10 INCHES
 AW2942'ABOVE GROUND.
 AW2942'
 AW2942'STATION REACHED FROM TOWN OF GOOSE CREEK BY PAVED ROAD TO
 AW2942'PELLY, THENCE E ON SHELL ROAD 7 MILES TO THE TRI CITY BEACH
 AW2942'HOTEL ON GALVESTON BAY.
 AW2942'
 AW2942'BEARING FROM STATION OF ANAHUAC COURTHOUSE DOME IS N 64 DEG
 AW2942'10 MIN E.
 AW2942
 AW2942                          STATION RECOVERY (1942)
 AW2942
 AW2942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW2942'STATION AND TWO REFERENCE MARKS WERE RECOVERED AND FOUND
 AW2942'TO BE IN GOOD CONDITION.
 AW2942'
 AW2942'STATION IS ABOUT 10.2 MILES SE ALONG COUNTY ROAD FROM GOOSE
 AW2942'CREEK, ABOUT 540.0 FEET W OF THE W BANK OF GALVESTON BAY,
 AW2942'63.0 FEET W OF AN ABANDONED ROAD, AND ABOUT 270.0 FEET N
 AW2942'OF THE CENTER LINE OF PRIVATE DRIVE LEADING TO A WHITE FRAME HOUSE
 AW2942'WITH RED TILE ROOF.  IT IS ABOUT 90.0 FEET W OF A FENCE AND 3.0
 AW2942'FEET N OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS STAMPED BEAZLEY
 AW2942'1931 AND PROJECTS ABOUT 0.6 FOOT ABOVE THE GROUND.
 AW2942'
 AW2942'REFERENCE MARK 1 IS ABOUT 270.0 FEET N OF THE CENTER LINE
 AW2942'OF THE PRIVATE DRIVE, 32 FEET S OF POWER-TRANSMISSION LINE
 AW2942'POLE, 26 FEET E OF THE CENTER LINE OF AN ABANDONED ROAD,
 AW2942'AND 0.7 FOOT W OF FENCE.  IT IS STAMPED BEAZLEY NO 1 1931.
 AW2942'
 AW2942'REFERENCE MARK 2 IS ABOUT 450.0 FEET E OF THE CENTER LINE
 AW2942'OF THE MAIN ROAD, ABOUT 320.0 FEET W OF THE BANK OF GALVESTON
 AW2942'BAY, ABOUT 75.0 FEET SE OF THE SE CORNER OF WHITE FRAME HOUSE,
 AW2942'AND 19.0 FEET S OF POWER-TRANSMISSION LINE POLE.  IT IS
 AW2942'STAMPED BEAZLEY NO 2 1931.
 AW2942
 AW2942                          STATION RECOVERY (1954)
 AW2942
 AW2942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CRR)
 AW2942'5.0 MI. SW ALONG AN OILED ROAD FROM THE J.W. WILKINSON HOME
 AW2942'AT COVE, THENCE 7.15 MI. SW ALONG A SHELL ROAD, 0.3 MI. S
 AW2942'OF THE JUNCTION WITH A GRAVELED ROAD LEADING W, 0.1 MI. E
 AW2942'OF THE SHELL ROAD, 110 YD. N OF THE CENTERLINE OF A PRIVATE
 AW2942'DRIVEWAY LEADING TO A HOUSE, 88.8 FT. W OF A FENCE, 67 FT.
 AW2942'W OF THE CENTERLINE OF A SHELL ROAD, 2.6 FT. N OF A WITNESS
 AW2942'POST, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 AW2942'POST WHICH PROJECTS 0.5 FT. ABOVE THE GROUND, AND STAMPED
 AW2942'BEAZLEY 1931.
 AW2942'
 AW2942'REFERENCE MARK 1 IS 89.2 FT. E OF THE TRIANGULATION STATION,
 AW2942'110 YD. N OF THE CENTERLINE OF A DRIVEWAY LEADING TO A HOUSE,
 AW2942'240 FT. W OF ANOTHER HOUSE, 33.3 FT. S OF A POWER POLE, 28
 AW2942'FT. N OF THE CENTERLINE OF A DRIVEWAY LEADING TO ANOTHER
 AW2942'HOUSE, 22 FT. E OF THE CENTERLINE OF A SHELL ROAD, 0.5 FT.
 AW2942'E OF A FENCE, A REFERENCE-MARK DISK, SET IN THE TOP OF A
 AW2942'CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, AND
 AW2942'STAMPED BEAZLEY NO 1 1931.
 AW2942'
 AW2942'REFERENCE MARK 2 IS 0.3 MI. SW OF THE TRIANGULATION STATION,
 AW2942'155 YD. E OF THE CENTERLINE OF THE MAIN SHELL ROAD, 56.8
 AW2942'FT. SE OF THE SE CORNER OF A TWO-STORY WHITE HOUSE, 30.5
 AW2942'FT. W OF THE CENTERLINE OF A DIRT ROAD, 19.6 FT. S OF A POWER
 AW2942'POLE, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 AW2942'POST WHICH PROJECTS 1.0 FT. ABOVE THE GROUND, AND STAMPED
 AW2942'BEAZLEY NO 2 1931.
 AW2942
 AW2942                          STATION RECOVERY (1962)
 AW2942
 AW2942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW2942'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS
 AW2942'ARE ADEQUATE.
 AW2942
 AW2942                          STATION RECOVERY (1963)
 AW2942
 AW2942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW2942'THE STATION IS LOCATED 11.0 MILES SOUTH OF BARBERS HILL, 6.0
 AW2942'MILES SOUTHEAST OF GOOSE CREEK 550 FEET WEST OF BLUFF BANK
 AW2942'ON WEST SHORE OF GALVESTON BAY, NEAR THE TRY CITY BEACH RESORT.
 AW2942'
 AW2942'TO REACH THE STATION FROM INTERSTATE HIGHWAY 10 AND 146,
 AW2942'GO SOUTH ON HIGHWAY 146 FOR 3.9 MILES JUNCTION 565, TURN
 AW2942'LEFT EAST ON 565 FOR 3.0 MILE TO THE JUNCTION OF FARM ROAD
 AW2942'2354, TURN RIGHT SOUTH ON 2354 FOR 7.1 MILE TO A SHELL ROAD
 AW2942'LEFT, TURN LEFT FOR 00.5 MILE TO A T-ROAD, TURN LEFT AND GO
 AW2942'00.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AW2942'
 AW2942'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 AW2942'THE SHELL ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT
 AW2942'AS DESCRIBED.
 AW2942'
 AW2942'THE STATION MARK IS A STANDARD DISK STAMPED, BEAZLEY 1931,
 AW2942'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 AW2942'PROJECTS 6-INCHES ABOVE THE GROUND SURFACE.  IT IS 5.8 FEET
 AW2942'NORTHEAST OF A 3-INCH WOODEN WITNESS POST AND SIGN, 43.7 FEET
 AW2942'WEST OF A TRIANGULAR BLAZED TREE, 66.0 FEET WEST OF CENTERLINE
 AW2942'OF A GRAVEL ROAD, 80.0 FEET WEST OF A DRIVEWAY AND ABOUT 400
 AW2942'FEET FROM THE BRAKERWALL.
 AW2942'
 AW2942'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, BEAZLEY NO.
 AW2942'1 1931, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 AW2942'WHICH PROJECTS 4-INCHES ABOVE THE GROUND SURFACE.  IT IS 23.8
 AW2942'FEET EAST OF CENTERLINE OF A GRAVEL ROAD, 33.9 FEET NORTH
 AW2942'OF CENTERLINE OF A PRIVATE DRIVEWAY, 34.5 FEET SOUTH OF
 AW2942'TELEPHONE POLE AND 94.0 FEET EAST OF 3-INCH WOODEN WITNESS
 AW2942'POST AND SIGN.
 AW2942'
 AW2942'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, BEAZLEY
 AW2942'NO. 2 1931, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 AW2942'MONUMENT, WHICH PROJECTS 8-INCHES ABOVE THE GROUND SURFACE.
 AW2942'IT IS 8.4 FEET NORTH OF A 6-INCH TWIN MAPLE TREE, 19.8 FEET
 AW2942'SOUTH OF A POWERLINE POLE, 28.8 FEET WEST OF CENTERLINE GRAVEL
 AW2942'ROAD AND 50.5 FEET EAST OF SMALL WHITE CABIN NO. 10023.
 AW2942'
 AW2942'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED, BEAZLEY
 AW2942'NO. 3 1931, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 AW2942'MONUMENT, WHICH PROJECTS 3-INCHES ABOVE THE GROUND SURFACE.
 AW2942'IT IS 7.0 FEET EAST NORTHEAST OF A 6-INCH TREE, 65.0 FEET
 AW2942'WEST OF CENTERLINE OF A GRAVEL ROAD AND 84.1 FEET SOUTH
 AW2942'OF A 3-INCH WOODEN WITNESS POST AND SIGN.
 AW2942'
 AW2942'HEIGHT OF LIGHT ABOVE STATION MARK 25.94 METERS.
 AW2942
 AW2942                          STATION RECOVERY (1964)
 AW2942
 AW2942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW2942'ABOUT 1 BLOCK SOUTH ALONG NORTH GAILLARD STREET FROM THE
 AW2942'POST OFFICE AT BAYTOWN, THENCE 1.05 MILES EAST ALONG EAST
 AW2942'TEXAS AVENUE, THENCE 9.3 MILES SOUTHEAST ALONG FARM ROAD 2354,
 AW2942'THENCE 0.1 MILE EAST ALONG A PAVED ROAD, THENCE 0.05 MILE
 AW2942'NORTH ALONG A PAVED ROAD, 64 FEET WEST OF THE CENTER LINE
 AW2942'OF THE ROAD, IN A SMALL CLEARING IN DENSE BRUSH, 88-1/2
 AW2942'FEET NORTH OF R.M. 3, 5.5 FEET NORTHEAST OF A CEDAR POST
 AW2942'BEARING A WITNESS SHIELD, AND SET IN THE TOP OF A CONCRETE
 AW2942'POST PROJECTING 6 INCHES.
 AW2942'
 AW2942'R.M. 1 WAS RECOVERED AS DESCRIBED.
 AW2942'
 AW2942'R.M. 2 WAS RECOVERED AS DESCRIBED.
 AW2942'
 AW2942'R.M. 3 IS 88-1/2 FEET SOUTH OF THE STATION MARK, 66 FEET
 AW2942'WEST OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP
 AW2942'OF A CONCRETE POST PROJECTING 7 INCHES.
 AW2942
 AW2942                          STATION RECOVERY (1964)
 AW2942
 AW2942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2942'10.5 MI SE FROM BAYTOWN.
 AW2942'ABOUT 1 BLOCK SOUTH ALONG NORTH GAILLARD STREET FROM THE POST OFFICE
 AW2942'AT BAYTOWN, THENCE 1.05 MILES EAST ALONG EAST TEXAS AVENUE, THENCE 9.3
 AW2942'MILES SOUTHEAST ALONG FARM ROAD 2354, THENCE 0.1 MILE EAST ALONG A
 AW2942'PAVED ROAD, THENCE 0.05 MILE NORTH ALONG A PAVED ROAD, 64 FEET WEST OF
 AW2942'THE CENTER LINE OF THE ROAD, IN A SMALL CLEARING SURROUNDED BY DENSE
 AW2942'BRUSH, 88 1/2 FEET NORTH OF R.M. 3, 5.5 FEET NORTHEAST OF A WOODEN
 AW2942'POST BEARING A WITNESS SIGN, AND SET IN THE TOP OF A CONCRETE POST
 AW2942'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2944 ***********************************************************************
 AW2944  DESIGNATION -  BEAZLEY RM 1
 AW2944  PID         -  AW2944
 AW2944  STATE/COUNTY-  TX/CHAMBERS
 AW2944  USGS QUAD   -  UMBRELLA POINT (1994)
 AW2944
 AW2944                         *CURRENT SURVEY CONTROL
 AW2944  ___________________________________________________________________
 AW2944* NAD 83(1986)-  29 41 33.     (N)    094 51 59.     (W)     SCALED    
 AW2944* NAVD 88     -         5.89   (+/-2cm)      19.3    (feet)  VERTCON   
 AW2944  ___________________________________________________________________
 AW2944  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW2944
 AW2944  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2944
 AW2944.The horizontal coordinates were scaled from a topographic map and have
 AW2944.an estimated accuracy of +/- 6 seconds.
 AW2944
 AW2944.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2944.The vertical order pertains to the NGVD 29 superseded value.
 AW2944
 AW2944.The geoid height was determined by GEOID03.
 AW2944
 AW2944;                    North         East    Units  Estimated Accuracy
 AW2944;SPC TXSC     - 4,213,110.      999,930.      MT  (+/- 180 meters Scaled)
 AW2944
 AW2944                          SUPERSEDED SURVEY CONTROL
 AW2944
 AW2944  NGVD 29 (??/??/92)    5.890  (m)           19.32   (f) ADJ UNCH    1 2
 AW2944
 AW2944.Superseded values are not recommended for survey control.
 AW2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2944.See file dsdata.txt to determine how the superseded data were derived.
 AW2944
 AW2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN194861(NAD 83)
 AW2944_MARKER: DR = REFERENCE MARK DISK
 AW2944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2944_STAMPING: BEAZLEY NO 1 1931
 AW2944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2944+STABILITY: SURFACE MOTION
 AW2944
 AW2944  HISTORY     - Date     Condition        Report By
 AW2944  HISTORY     - 1931     MONUMENTED       CGS
 AW2944  HISTORY     - 1959     GOOD             NGS
 AW2944  HISTORY     - 1964     GOOD             NGS
 AW2944
 AW2944                          STATION DESCRIPTION
 AW2944
 AW2944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2944'10.5 MI SE FROM BAYTOWN.
 AW2944'1 BLOCK SOUTH ALONG NORTH GAILLARD STREET FROM THE MAIN POST OFFICE AT
 AW2944'BAYTOWN, THENCE ABOUT 1.05 MILES EAST ALONG EAST TEXAS AVENUE, THENCE
 AW2944'ABOUT 9.3 MILES SOUTHEAST ALONG FARM ROAD 2354, THENCE ABOUT 0.1 MILE
 AW2944'EAST ALONG A SHELL ROAD, THENCE ABOUT 0.05 MILE NORTH ALONG A SHELL
 AW2944'ROAD, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, IN LINE WITH A ROW
 AW2944'OF TREES, 162 FEET NORTHWEST OF THE NORTH CORNER OF A HOUSE, 89 FEET
 AW2944'EAST OF TRIANGULATION STATION BEAZLEY 1931, 35 FEET SOUTH OF A POWER
 AW2944'POLE, 31 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 9 FEET
 AW2944'SOUTH OF A 10-INCH TREE, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF
 AW2944'A CONCRETE POST PROJECTING 2 INCHES.
 AW2944
 AW2944                          STATION RECOVERY (1964)
 AW2944
 AW2944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2943 ***********************************************************************
 AW2943  DESIGNATION -  BEAZLEY RM 2
 AW2943  PID         -  AW2943
 AW2943  STATE/COUNTY-  TX/CHAMBERS
 AW2943  USGS QUAD   -  UMBRELLA POINT (1994)
 AW2943
 AW2943                         *CURRENT SURVEY CONTROL
 AW2943  ___________________________________________________________________
 AW2943* NAD 83(1986)-  29 41 18.     (N)    094 52 02.     (W)     SCALED    
 AW2943* NAVD 88     -         6.20   (+/-2cm)      20.3    (feet)  VERTCON   
 AW2943  ___________________________________________________________________
 AW2943  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW2943
 AW2943  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2943
 AW2943.The horizontal coordinates were scaled from a topographic map and have
 AW2943.an estimated accuracy of +/- 6 seconds.
 AW2943
 AW2943.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2943.The vertical order pertains to the NGVD 29 superseded value.
 AW2943
 AW2943.The geoid height was determined by GEOID03.
 AW2943
 AW2943;                    North         East    Units  Estimated Accuracy
 AW2943;SPC TXSC     - 4,212,650.      999,870.      MT  (+/- 180 meters Scaled)
 AW2943
 AW2943                          SUPERSEDED SURVEY CONTROL
 AW2943
 AW2943  NGVD 29 (??/??/92)    6.195  (m)           20.32   (f) ADJ UNCH    1 2
 AW2943
 AW2943.Superseded values are not recommended for survey control.
 AW2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2943.See file dsdata.txt to determine how the superseded data were derived.
 AW2943
 AW2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN193857(NAD 83)
 AW2943_MARKER: DR = REFERENCE MARK DISK
 AW2943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2943_STAMPING: BEAZLEY NO 2 1931
 AW2943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2943+STABILITY: SURFACE MOTION
 AW2943
 AW2943  HISTORY     - Date     Condition        Report By
 AW2943  HISTORY     - 1931     MONUMENTED       CGS
 AW2943  HISTORY     - 1959     GOOD             NGS
 AW2943  HISTORY     - 1964     GOOD             NGS
 AW2943  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW2943  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW2943
 AW2943                          STATION DESCRIPTION
 AW2943
 AW2943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2943'10.1 MI SE FROM BAYTOWN.
 AW2943'1 BLOCK SOUTH ALONG NORTH GAILLARD STREET FROM THE MAIN POST OFFICE AT
 AW2943'BAYTOWN, THENCE ABOUT 1.05 MILES EAST ALONG EAST TEXAS AVENUE, THENCE
 AW2943'ABOUT 9.05 MILES SOUTHEAST ALONG FARM ROAD 2354, 480 FEET EAST OF THE
 AW2943'CENTER LINE OF THE ROAD, ABOUT 0.3 MILES SOUTH OF TRIANGULATION
 AW2943'STATION BEAZLEY 1931, 77 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AW2943'TWO STORIED HOUSE, 29 FEET WEST OF THE CENTER LINE OF A SHELL ROAD, 19
 AW2943'1/2 FEET SOUTH OF A POWER POLE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AW2943'LEVEL OF THE SHELL ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING
 AW2943'8 INCHES.
 AW2943
 AW2943                          STATION RECOVERY (1964)
 AW2943
 AW2943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2943'RECOVERED IN GOOD CONDITION.
 AW2943
 AW2943                          STATION RECOVERY (2004)
 AW2943
 AW2943'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2943'MARK NOT FOUND.
 AW2943
 AW2943                          STATION RECOVERY (2005)
 AW2943
 AW2943'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW2943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2945 ***********************************************************************
 AW2945  DESIGNATION -  BEAZLEY RM 3
 AW2945  PID         -  AW2945
 AW2945  STATE/COUNTY-  TX/CHAMBERS
 AW2945  USGS QUAD   -  UMBRELLA POINT (1994)
 AW2945
 AW2945                         *CURRENT SURVEY CONTROL
 AW2945  ___________________________________________________________________
 AW2945* NAD 83(1986)-  29 41 33.     (N)    094 51 59.     (W)     SCALED    
 AW2945* NAVD 88     -         5.96   (+/-2cm)      19.6    (feet)  VERTCON   
 AW2945  ___________________________________________________________________
 AW2945  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW2945
 AW2945  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2945
 AW2945.The horizontal coordinates were scaled from a topographic map and have
 AW2945.an estimated accuracy of +/- 6 seconds.
 AW2945
 AW2945.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2945.The vertical order pertains to the NGVD 29 superseded value.
 AW2945
 AW2945.The geoid height was determined by GEOID03.
 AW2945
 AW2945;                    North         East    Units  Estimated Accuracy
 AW2945;SPC TXSC     - 4,213,110.      999,930.      MT  (+/- 180 meters Scaled)
 AW2945
 AW2945                          SUPERSEDED SURVEY CONTROL
 AW2945
 AW2945  NGVD 29 (??/??/92)    5.957  (m)           19.54   (f) ADJ UNCH    1 2
 AW2945
 AW2945.Superseded values are not recommended for survey control.
 AW2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2945.See file dsdata.txt to determine how the superseded data were derived.
 AW2945
 AW2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN194861(NAD 83)
 AW2945_MARKER: DR = REFERENCE MARK DISK
 AW2945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2945_STAMPING: BEAZLEY NO 3 1931
 AW2945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2945+STABILITY: SURFACE MOTION
 AW2945
 AW2945  HISTORY     - Date     Condition        Report By
 AW2945  HISTORY     - 1931     MONUMENTED       CGS
 AW2945  HISTORY     - 1964     GOOD             NGS
 AW2945  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW2945  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW2945
 AW2945                          STATION DESCRIPTION
 AW2945
 AW2945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2945'10.5 MI SE FROM BAYTOWN.
 AW2945'ABOUT 1 BLOCK SOUTH ALONG NORTH GAILLARD STREET FROM THE POST OFFICE
 AW2945'AT BAYTOWN, THENCE 1.05 MILES EAST ALONG TEXAS AVENUE, THENCE 9.3
 AW2945'MILES SOUTHEAST ALONG FARM ROAD 2354, THENCE 0.1 MILE EAST ALONG A
 AW2945'PAVED ROAD, THENCE 0.05 MILE NORTH ALONG A PAVED ROAD, 66 FEET WEST OF
 AW2945'THE CENTER LINE OF THE ROAD, 88 1/2 FEET SOUTH OF BEAZLEY 1931, AND
 AW2945'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 AW2945
 AW2945                          STATION RECOVERY (2004)
 AW2945
 AW2945'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2945'MARK NOT FOUND.
 AW2945
 AW2945                          STATION RECOVERY (2005)
 AW2945
 AW2945'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW2945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1363 ***********************************************************************
 AJ1363  DESIGNATION -  BECCERA
 AJ1363  PID         -  AJ1363
 AJ1363  STATE/COUNTY-  TX/WEBB
 AJ1363  USGS QUAD   -  VENADO CREEK EAST (1980)
 AJ1363
 AJ1363                         *CURRENT SURVEY CONTROL
 AJ1363  ___________________________________________________________________
 AJ1363* NAD 83(1993)-  27 54 00.86440(N)    099 10 22.05151(W)     ADJUSTED  
 AJ1363* NAVD 88     -       149.6    (meters)     491.     (feet)  VERTCON   
 AJ1363  ___________________________________________________________________
 AJ1363  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AJ1363  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AJ1363
 AJ1363  HORZ ORDER  -  FIRST
 AJ1363
 AJ1363.The horizontal coordinates were established by classical geodetic methods
 AJ1363.and adjusted by the National Geodetic Survey in February 1996..
 AJ1363
 AJ1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1363
 AJ1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1363
 AJ1363.The geoid height was determined by GEOID03.
 AJ1363
 AJ1363;                    North         East     Units Scale Factor Converg.
 AJ1363;SPC TX S     - 5,247,648.260   233,761.215   MT  1.00001762   -0 18 19.6
 AJ1363;SPC TX S     -17,216,659.33    766,931.59   sFT  1.00001762   -0 18 19.6
 AJ1363;SPC TXSC     - 4,007,428.395   582,985.273   MT  1.00017367   -0 05 04.8
 AJ1363;SPC TXSC     -13,147,704.66  1,912,677.52   sFT  1.00017367   -0 05 04.8
 AJ1363;UTM  14      - 3,086,163.535   482,995.011   MT  0.99960357   -0 04 51.1
 AJ1363
 AJ1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1363!SPC TX S     -   0.99998041  x   1.00001762  =   0.99999803
 AJ1363!SPC TXSC     -   0.99998041  x   1.00017367  =   1.00015407
 AJ1363!UTM  14      -   0.99998041  x   0.99960357  =   0.99958398
 AJ1363
 AJ1363|---------------------------------------------------------------------|
 AJ1363| PID    Reference Object                     Distance      Geod. Az  |
 AJ1363|                                                           dddmmss.s |
 AJ1363| CV2940 BECCERA RM 1                         21.269 METERS 21240     |
 AJ1363| AO0704 ENCINAL RAD S MAST                  APPROX.22.6 KM 3083541.5 |
 AJ1363| CV2941 BECCERA RM 2                         24.768 METERS 31818     |
 AJ1363| CV2939 BECCERA AZ MK                                      3252305.3 |
 AJ1363|---------------------------------------------------------------------|
 AJ1363
 AJ1363                          SUPERSEDED SURVEY CONTROL
 AJ1363
 AJ1363  NAD 83(1986)-  27 54 00.86449(N)    099 10 22.02495(W) AD(       ) 1
 AJ1363  NAD 27      -  27 53 59.81300(N)    099 10 20.93000(W) AD(       ) 1
 AJ1363  NGVD 29 (07/19/86)  149.5    (m)          490.     (f) VERT ANG       
 AJ1363
 AJ1363.Superseded values are not recommended for survey control.
 AJ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1363.See file dsdata.txt to determine how the superseded data were derived.
 AJ1363
 AJ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR8299586164(NAD 83)
 AJ1363_MARKER: DS = TRIANGULATION STATION DISK
 AJ1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1363_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1363
 AJ1363  HISTORY     - Date     Condition        Report By
 AJ1363  HISTORY     - 1935     MONUMENTED       CGS
 AJ1363  HISTORY     - 1942     GOOD             LOCSUR
 AJ1363  HISTORY     - 1972     GOOD             NGS
 AJ1363  HISTORY     - 1975     GOOD             USGS
 AJ1363
 AJ1363                          STATION DESCRIPTION
 AJ1363
 AJ1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1363'STATION IS ABOUT 14.5 MILES SE OF ENCINAL, 33.5 MILES NE
 AJ1363'OF LAREDO AT A RANCH HOUSE IN THE BECCERA PASTURE OF CALLAHAN
 AJ1363'RANCH, ON HIGHEST GROUND IN VICINITY.  STATION IS LOCATED
 AJ1363'IN LOT BETWEEN SMALL RANCH HOUSE AND LARGE EARTH TANK.  SITE
 AJ1363'MAY BE IDENTIFIED BY PRESENCE OF SEVERAL TALL TREES AND LARGE
 AJ1363'WINDMILL.  STATION IS 67 FEET NE OF NE CORNER OF HOUSE,
 AJ1363'60 FEET NW OF MOST NORTHWESTERLY PART OF EARTH TANK.
 AJ1363'
 AJ1363'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1363'BRONZE DISKS SET IN CONCRETE.
 AJ1363'
 AJ1363'REFERENCE MARK NO. 1 IS 38 FEET E OF HOUSE, AND IS S OF
 AJ1363'STATION.
 AJ1363'
 AJ1363'REFERENCE MARK NO. 2 IS 79 FEET N OF HOUSE, AND IS AT NE
 AJ1363'CORNER OF OUTHOUSE.
 AJ1363'
 AJ1363'AZIMUTH MARK IS ABOUT 0.3 MILE NW OF STATION, IN NE CORNER
 AJ1363'OF SMALL PASTURE.  REACHED FROM STATION, GO S INTO ROAD,
 AJ1363'THENCE RIGHT (W) FOR 0.2 MILE TO FENCE CORNER, THENCE (N)
 AJ1363'ALONG FENCE FOR 0.1 MILE TO GATE, THENCE RIGHT (E) THROUGH
 AJ1363'GATE ALONG FENCE TO GATE, THENCE THROUGH GATE AND LEFT THROUGH
 AJ1363'ANOTHER GATE.  FOLLOW FENCE N FOR 0.15 MILE TO MARK IN CORNER.
 AJ1363'
 AJ1363'TO REACH FROM CALLAHAN RANCH HOUSE, ON U.S. HIGHWAY 81, 11.9
 AJ1363'MILES S OF ENCINAL, GO E ON DIRT ROAD FOLLOWING TELEPHONE
 AJ1363'LINE FOR 9.7 MILES TO T-ROAD AT GATE, ENTER GATE, CONTINUE
 AJ1363'ON MAIN ROAD FOR 0.1 MILE TO CATTLE GAP AND LARGE EARTH TANK
 AJ1363'ON LEFT.  GO THROUGH GAP AND PAST BUILDINGS ON LEFT FOR 0.75
 AJ1363'MILE TO FORK JUST E OF BRIDGE AND JUST W OF U.S. ARMY MARK.
 AJ1363'TAKE LEFT FORK FOR 2.6 MILES TO WOOD GATE IN EW FENCE.  ENTER
 AJ1363'GATE, GO 1.45 MILES TO DOUBLE GATE AT LARGE EARTH TANK AND
 AJ1363'TWO WINDMILLS ON LEFT (N).  GO THROUGH GATE AND CONTINUE
 AJ1363'ON MAIN ROAD FOR 2.65 MILES TO BECCERA RANCH HOUSE AND
 AJ1363'STATION.
 AJ1363'
 AJ1363'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AJ1363
 AJ1363                          STATION RECOVERY (1942)
 AJ1363
 AJ1363'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942 (LNR)
 AJ1363'RECOVERED BY S.A. SCHLOSSER GEOPHYSICAL SURVEYS
 AJ1363'
 AJ1363'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AJ1363
 AJ1363                          STATION RECOVERY (1972)
 AJ1363
 AJ1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AJ1363'RM 1 TO RM 2 OBSTRUCTED BY BUILDING.
 AJ1363'
 AJ1363'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 AJ1363'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 AJ1363'CHECKED AND THE DIRECTION TO REFERENCE MARK 1 CHECKED.  THE
 AJ1363'DIRECTION TO REFERENCE MARK 2 WAS MISSED BY TWO MINUTES.  FOLLOWING
 AJ1363'IS A NEW DESCRIPTION--
 AJ1363'
 AJ1363'THE STATION IS ABOUT 28 MILES NORTH AND 20 MILES EAST OF LAREDO, 11
 AJ1363'MILES EAST AND 10 MILES SOUTH OF ENCINAL, 14 MILES EAST OF U. S.
 AJ1363'HIGHWAY 81 AND ON THE PROPERTY OF THE CALLAHAN RANCH.
 AJ1363'
 AJ1363'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 81 AND STATE
 AJ1363'HIGHWAY 44 IN ENCINAL, GO SOUTH-SOUTHWEST ON U. S. HIGHWAY 81 AND
 AJ1363'INTERSTATE HIGHWAY 35 FOR 12.25 MILES TO THE CALLAHAN RANCH
 AJ1363'HEADQUARTERS ON THE LEFT, CONTINUE SOUTH-SOUTHWEST ON THE HIGHWAY
 AJ1363'FOR 0.2 MILE TO A CROSS OVER, TURN LEFT AND GO EAST FOR ABOUT 300
 AJ1363'FEET TO THE EAST SERVICE ROAD.  TURN RIGHT AND GO SOUTH-SOUTHWEST ON
 AJ1363'THE EAST SERVICE ROAD FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT, JUST
 AJ1363'BEFORE REACHING THE END OF THE SERVICE ROAD, TURN LEFT AND GO
 AJ1363'EAST AND NORTHEAST ON A GRADED ROAD FOR 2.95 MILES TO A POINT
 AJ1363'WHERE THE ROAD TURNS SHARP TO THE RIGHT, TURN RIGHT AND GO
 AJ1363'EAST-SOUTHEAST AND EAST FOR 7.0 MILES TO RANCH BUILDINGS ON THE
 AJ1363'LEFT.  CONTINUE EAST AND NORTHEAST FOR 2.95 MILES TO A WINDMILL
 AJ1363'AND A LARGE CONCRETE TANK AT A POINT WHERE THE ROAD CURVES TO THE
 AJ1363'RIGHT.  TURN RIGHT AND GO EAST-SOUTHEAST FOR 0.35 MILE TO A
 AJ1363'LOCKED GATE ON THE LEFT, TURN LEFT AND GO NORTHEAST ON A TRACK ROAD
 AJ1363'FOR 1.4 MILES TO A GATE AND A POWER LINE.  PASS THROUGH THE
 AJ1363'GATE AND FOLLOW A TRACK ROAD ALONG THE POWER LINE, NORTHEAST FOR
 AJ1363'2.4 MILES TO A METAL GATE, PASS THROUGH THE GATE AND CONTINUE
 AJ1363'NORTHEAST FOR 0.1 MILE TO THE STATION ON THE RIGHT AT A LARGE
 AJ1363'CONCRETE TANK.
 AJ1363'
 AJ1363'STATION MARKS ARE STANDARD DISKS, STAMPED BECCERA 1935.  THE SURFACE
 AJ1363'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AJ1363'THAT PROJECTS 10 INCHES.  IT IS 111.5 FEET NORTHEAST OF THE NORTH
 AJ1363'SIDE OF THE LARGE CONCRETE WATER TANK, 68.0 FEET EAST-NORTHEAST OF
 AJ1363'THE NORTHEAST CORNER OF AN OLD CONCRETE FOUNDATION FOR A HOUSE
 AJ1363'AND 59.0 FEET NORTH-NORTHWEST OF A LARGE EARTHEN TANK.  THE
 AJ1363'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE.
 AJ1363'
 AJ1363'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BECCERA NO 1 1935, SET
 AJ1363'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AJ1363'10 INCHES.  IT IS 45.7 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 AJ1363'THE CONCRETE FOUNDATION, 42.3 FEET NORTHEAST OF THE NORTH SIDE OF
 AJ1363'THE CONCRETE TANK, 32.0 FEET WEST-NORTHWEST OF THE EARTHEN TANK
 AJ1363'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AJ1363'
 AJ1363'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BECCERA NO 2 1935, SET
 AJ1363'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AJ1363'12 INCHES.  IT IS 84.0 FEET NORTH OF THE NORTHEAST CORNER OF THE
 AJ1363'CONCRETE FOUNDATION, 82.0 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 AJ1363'THE CONCRETE FOUNDATION AND ABOUT THE SAME ELEVATION AS THE
 AJ1363'STATION.
 AJ1363'
 AJ1363'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED BECCERA AZI
 AJ1363'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 AJ1363'PROJECTS 12 INCHES.  IT IS 2.0 FEET SOUTH OF AN EAST-WEST FENCE AND
 AJ1363'1.0 FOOT EAST-NORTHEAST OF A NORTHEAST-SOUTHWEST FENCE.
 AJ1363'
 AJ1363'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ACROSS
 AJ1363'PASTURE FOR 0.25 MILE TO THE MARK IN A FENCE CORNER.
 AJ1363'
 AJ1363'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SOUTHEAST
 AJ1363'OF ENCINAL.
 AJ1363'
 AJ1363'HEIGHT OF LIGHT ABOVE STATION MARK 3.8 FEET.
 AJ1363
 AJ1363                          STATION RECOVERY (1975)
 AJ1363
 AJ1363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JLP)
 AJ1363'TO REACH FROM CALLAGHAN RANCH HEADQUARTERS ON INT. 35, 11.9
 AJ1363'MI. S. OF ENCINAL, GO EAST ON COUNTY DIRT ROAD FOR 12.0 MI.
 AJ1363'TO T-RD. NE.  GO THROUGH GATE AND CONTINUE ALONG TRACK ROAD
 AJ1363'FOR 3.5 MI. TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1486 ***********************************************************************
 AH1486  DESIGNATION -  BECERRA WINDMILL
 AH1486  PID         -  AH1486
 AH1486  STATE/COUNTY-  TX/KLEBERG
 AH1486  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1486
 AH1486                         *CURRENT SURVEY CONTROL
 AH1486  ___________________________________________________________________
 AH1486* NAD 83(1993)-  27 28 00.62343(N)    097 28 55.31710(W)     ADJUSTED  
 AH1486* NAVD 88     -                                                        
 AH1486  ___________________________________________________________________
 AH1486  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AH1486  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AH1486
 AH1486  HORZ ORDER  -  THIRD
 AH1486
 AH1486.The horizontal coordinates were established by classical geodetic methods
 AH1486.and adjusted by the National Geodetic Survey in February 1996..
 AH1486
 AH1486
 AH1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1486
 AH1486.The geoid height was determined by GEOID03.
 AH1486
 AH1486;                    North         East     Units Scale Factor Converg.
 AH1486;SPC TX S     - 5,199,852.033   400,609.305   MT  0.99992771   +0 27 43.8
 AH1486;SPC TX S     -17,059,847.88  1,314,332.36   sFT  0.99992771   +0 27 43.8
 AH1486;UTM  14      - 3,039,060.321   649,988.676   MT  0.99987770   +0 42 01.0
 AH1486
 AH1486                          SUPERSEDED SURVEY CONTROL
 AH1486
 AH1486  NAD 83(1986)-  27 28 00.63664(N)    097 28 55.29187(W) AD(       ) 4
 AH1486  NAD 27      -  27 27 59.50400(N)    097 28 54.31100(W) AD(       ) 3
 AH1486
 AH1486.Superseded values are not recommended for survey control.
 AH1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1486.See file dsdata.txt to determine how the superseded data were derived.
 AH1486
 AH1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4998939060(NAD 83)
 AH1486_MARKER: 66 = WINDMILL
 AH1486
 AH1486  HISTORY     - Date     Condition        Report By
 AH1486  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1486
 AH1486                          STATION DESCRIPTION
 AH1486
 AH1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1486'ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT 5 MILES
 AH1486'SOUTHEAST OF LAURELES, ABOUT 3-1/2 MILES WEST OF OJO DE AGUA
 AH1486'CAMP.  ON THE SOUTH SIDE OF AN EARTHERN EMBANKMENT ENCLOSING
 AH1486'A RESERVOIR.
 AH1486'
 AH1486'THE NAME BECERRA MEANS HEIFER CALF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0784 ***********************************************************************
 AN0784  DESIGNATION -  BECK
 AN0784  PID         -  AN0784
 AN0784  STATE/COUNTY-  TX/VICTORIA
 AN0784  USGS QUAD   -  INEZ NW (1995)
 AN0784
 AN0784                         *CURRENT SURVEY CONTROL
 AN0784  ___________________________________________________________________
 AN0784* NAD 83(1993)-  28 53 50.49293(N)    096 56 48.60096(W)     ADJUSTED  
 AN0784* NAVD 88     -        36.70   (+/-2cm)     120.4    (feet)  VERTCON   
 AN0784  ___________________________________________________________________
 AN0784  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AN0784  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0784
 AN0784  HORZ ORDER  -  FIRST
 AN0784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0784
 AN0784.The horizontal coordinates were established by classical geodetic methods
 AN0784.and adjusted by the National Geodetic Survey in February 1996..
 AN0784
 AN0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0784.The vertical order pertains to the NGVD 29 superseded value.
 AN0784
 AN0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0784
 AN0784.The geoid height was determined by GEOID03.
 AN0784
 AN0784;                    North         East     Units Scale Factor Converg.
 AN0784;SPC TXSC     - 4,119,680.943   800,223.738   MT  0.99989220   +1 00 21.1
 AN0784;SPC TXSC     -13,515,986.56  2,625,400.71   sFT  0.99989220   +1 00 21.1
 AN0784;UTM  14      - 3,198,347.844   700,198.510   MT  1.00009462   +0 59 33.0
 AN0784
 AN0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0784!SPC TXSC     -   0.99999853  x   0.99989220  =   0.99989073
 AN0784!UTM  14      -   0.99999853  x   1.00009462  =   1.00009315
 AN0784
 AN0784:                Primary Azimuth Mark                     Grid Az
 AN0784:SPC TXSC     -  BECK 1943 AZ MK 2                        013 44 44.6
 AN0784:UTM  14      -  BECK 1943 AZ MK 2                        013 45 32.7
 AN0784
 AN0784|---------------------------------------------------------------------|
 AN0784| PID    Reference Object                     Distance      Geod. Az  |
 AN0784|                                                           dddmmss.s |
 AN0784| AN2374 BECK 1943 AZ MK 2                   APPROX. 1.5 KM 0144505.7 |
 AN0784| CV6003 BECK RM 3                            44.482 METERS 11506     |
 AN0784| AN0785 BECK RM 1                            44.431 METERS 11514     |
 AN0784| AN2369 VICTORIA EAST MUNICIPAL TANK        APPROX.11.4 KM 2025305.1 |
 AN0784| AN2060 VICTORIA WEST MUNICIPAL TANK        APPROX.12.1 KM 2121011.2 |
 AN0784| AN2057 VICTORIA KVIC RADIO TOWER           APPROX. 9.7 KM 2183624.3 |
 AN0784| AN0783 BECK AZ MK                                         2260547.0 |
 AN0784| AN0786 BECK RM 2                            38.524 METERS 23513     |
 AN0784|---------------------------------------------------------------------|
 AN0784
 AN0784                          SUPERSEDED SURVEY CONTROL
 AN0784
 AN0784  NAD 83(1986)-  28 53 50.50307(N)    096 56 48.58674(W) AD(       ) 1
 AN0784  NAD 27      -  28 53 49.55300(N)    096 56 47.63700(W) AD(       ) 1
 AN0784  NGVD 29 (??/??/92)   36.759  (m)          120.60   (f) ADJ UNCH    2 0
 AN0784
 AN0784.Superseded values are not recommended for survey control.
 AN0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0784.See file dsdata.txt to determine how the superseded data were derived.
 AN0784
 AN0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0019998348(NAD 83)
 AN0784_MARKER: DS = TRIANGULATION STATION DISK
 AN0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0784_STAMPING: BECK 1943
 AN0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0784+STABILITY: SURFACE MOTION
 AN0784
 AN0784  HISTORY     - Date     Condition        Report By
 AN0784  HISTORY     - 1943     MONUMENTED       CGS
 AN0784  HISTORY     - 1943     GOOD             CGS
 AN0784  HISTORY     - 1963     GOOD             CGS
 AN0784  HISTORY     - 1964     GOOD             CGS
 AN0784  HISTORY     - 1980     GOOD             NGS
 AN0784
 AN0784                          STATION DESCRIPTION
 AN0784
 AN0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN0784'THE STATION IS LOCATED ABOUT 8.0 MILES NNE OF VICTORIA,
 AN0784'AND 5.0 MILES NW OF TELFERNER, ON LAND OWNED BY THE J.W. BECK
 AN0784'ESTATE.  IT IS ABOUT 0.4 MILE SW OF THE RANCH HOUSE, 40 FEET
 AN0784'ESE OF THE FARM ROAD LEADING TO THE HOUSE, 70 FEET E OF THE
 AN0784'DIRT ROAD LEADING TO THE STATION, AND 25 FEET S OF THE BOARD
 AN0784'GATE IN FENCE CORNER.  THE DISK IS STAMPED BECK 1943, AND
 AN0784'PROJECTS 3 INCHES.
 AN0784'
 AN0784'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AN0784'DISKS SET IN CONCRETE.
 AN0784'
 AN0784'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT S OF THE
 AN0784'E-W FENCE LINE AND 25 FEET N OF THE ROAD LEADING TO THE RANCH
 AN0784'HOUSE.  THE DISK IS STAMPED BECK NO. 1 1943 AND PROJECTS 4
 AN0784'INCHES.
 AN0784'
 AN0784'REFERENCE MARK NO. 2 IS SW OF THE STATION, 40 FEET E OF THE CENTER
 AN0784'OF THE DIRT ROAD, AND 1 FOOT E OF THE FENCE LINE.  THE DISK IS
 AN0784'STAMPED BECK NO. 2 1943, AND PROJECTS 6 INCHES.
 AN0784'
 AN0784'THE AZIMUTH MARK IS ABOUT 0.4 MILE SSW OF THE STATION, 30 FEET
 AN0784'E OF THE CENTER OF THE DIRT ROAD, AND 1 FOOT E OF THE N-S FENCE
 AN0784'LINE.  THE DISK IS STAMPED BECK 1943, AND PROJECTS 5 INCHES.  TO
 AN0784'REACH FROM THE STATION, GO S ON DIRT ROAD FOR 0.4 MILE TO THE
 AN0784'MARK ON THE LEFT.
 AN0784'
 AN0784'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 AN0784'59 AND 77 IN THE N EDGE OF VICTORIA, GO NE ON 59 FOR 0.3 MILE
 AN0784'TO A PAVED CROSS STREET JUST AFTER PASSING KRUGERS RESTAURANT
 AN0784'ON THE RIGHT.  TURN LEFT AND GO N FOR 2.65 MILES TO CROSSROADS.
 AN0784'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A SIDE ROAD RIGHT.
 AN0784'TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD N FOR 5.3 MILES TO A
 AN0784'BOARD GATE ON THE RIGHT IN FENCE CORNER, AND STATION.
 AN0784'
 AN0784'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AN0784'
 AN0784'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AN0784
 AN0784                          STATION RECOVERY (1943)
 AN0784
 AN0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AN0784'8.0 MI NE FROM VICTORIA.
 AN0784'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 295 AND U. S.
 AN0784'HIGHWAY NO. 59 AT VICTORIA-- PROCEED 2.75 MILES NORTHERLY ALONG STATE
 AN0784'HIGHWAY NO. 295 TO A DIRT SIDE ROAD INTERSECTION LEADING NORTHEAST,
 AN0784'THENCE 5.25 MILES NORTHEASTERLY TO SITE OF STATION.  STATION IS ON THE
 AN0784'OUTSIDE OF A CURVE, 55.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AN0784'ELEVATION AS THE CENTERLINE OF ROAD, AND 29.1 FEET SOUTHWEST OF A
 AN0784'FENCE LEADING SOUTHEAST.  IT IS 22.5 FEET SOUTHWEST OF THE CENTERLINE
 AN0784'OF A PRIVATE ROAD LEADING SOUTHEAST TO A FARM HOUSE, 22.5 FEET
 AN0784'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.2 FEET NORTHEAST OF A
 AN0784'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AN0784
 AN0784                          STATION RECOVERY (1963)
 AN0784
 AN0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN0784'STATION AND REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION
 AN0784'AS DESCRIBED.  FROM INTERSECTION OF U.S. 59 (EAST RIO GRANDE
 AN0784'STREET) AND U.S. 77 (NORTH NAVARRO STREET) IN VICTORIA, PROCEED
 AN0784'NORTHERLY ON U.S. 77 FOR 2.691 MILES TO PAVED COUNTY ROAD
 AN0784'RIGHT.  TAKE PAVED COUNTY ROAD AND PROCEED 5.151 MILES TO A SMALL
 AN0784'LEFT CURVE AND RANCH DRIVE WITH THE GATE ON THE RIGHT.  STATION
 AN0784'IS LOCATED 26 FT SOUTHWEST OF RANCH DRIVE JUST INSIDE GATE.
 AN0784
 AN0784                          STATION RECOVERY (1964)
 AN0784
 AN0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 AN0784'STATION, R.M. 2, AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 AN0784'IN GOOD CONDITION.  THE AZIMUTH MARK NOW PROJECTS ABOUT A
 AN0784'FOOT.  R.M. 1 WAS NOT SEARCHED FOR BY THIS PARTY.
 AN0784
 AN0784                          STATION RECOVERY (1980)
 AN0784
 AN0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN0784'THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE
 AN0784'RECOVERED IN GOOD CONDITION.  HOWEVER, ALL THREE APPEAR TO BE
 AN0784'LEANING SLIGHTLY.  REFERENCE MARK 1 WAS FOUND DESTROYED AND THE
 AN0784'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.  A NEW
 AN0784'REFERENCE MARK 3 AND AZIMUTH MARK 2 WAS ESTABLISHED AT THIS
 AN0784'DATE.  THE FOLLOWING COMPARISONS WERE MADE TO THE P.L.B. DATA
 AN0784'IN 1943.  THE DISTANCE TO REFERENCE MARK 2 WAS NOTED TO BE
 AN0784'LONGER BY 0.015 METER.  THE DIRECTION TO REFERENCE MARK 2 WAS
 AN0784'NOTED TO BE LARGER BY 4 MINUTES AND 14 SECONDS.  THE DIRECTION
 AN0784'TO THE AZIMUTH MARK WAS NOTED TO BE LARGER BY 25 SECONDS.  A
 AN0784'NEW DESCRIPTION FOLLOWS.
 AN0784'
 AN0784'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF
 AN0784'VICTORIA, 5 MILES NORTHWEST OF TELFERNER, AND ON PROPERTY
 AN0784'OWNED BY MRS. MYRTLE HANNA, 102 KENILWORTH GLEN, VICTORIA, TEXAS.
 AN0784'PHONE NUMBER 578-3264.  A KEY TO THE LOCKED GATE AT THE
 AN0784'STATION SITE CAN BE OBTAINED FROM MRS. HANNA.
 AN0784'
 AN0784'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 AN0784'(EAST RIO GRANDE STREET) AND U.S. HIGHWAY 77 (NORTH NAVARRO
 AN0784'STREET) IN VICTORIA, GO NORTHERLY ON U.S. HIGHWAY 77 FOR 2.7
 AN0784'MILES TO FARM ROAD 1315 ON THE RIGHT.  TURN RIGHT AND GO EAST
 AN0784'AND THEN NORTHEAST ON A PAVED ROAD FOR 4.55 MILES TO
 AN0784'AZIMUTH MARK 1 ON THE RIGHT.  CONTINUE NORTHEASTERLY ON THE
 AN0784'PAVED ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT AS
 AN0784'DESCRIBED.
 AN0784'
 AN0784'THE STATION IS A STANDARD NGS DISK
 AN0784'STAMPED---BECK 1943---,
 AN0784'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 AN0784'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 AN0784'62 FEET EAST FROM THE CENTER OF THE PAVED ROAD,
 AN0784'30 FEET SOUTH-SOUTHEAST FROM THE CENTER OF THE METAL GATE AND
 AN0784'25 FEET SOUTHWEST FROM THE CENTER OF THE TRACK ROAD.
 AN0784'
 AN0784'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 AN0784'STAMPED---BECK NO 2 1943---,
 AN0784'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 28 CM ON A SIDE
 AN0784'PROJECTING 24 CM ABOVE THE GROUND.  IT IS LOCATED
 AN0784'145 FEET SOUTHWEST FROM THE CENTER OF THE METAL GATE,
 AN0784'28 FEET SOUTHEAST FROM THE CENTER OF THE PAVED ROAD AND
 AN0784'1 FOOT SOUTHEAST FROM THE FENCE LINE.
 AN0784'MARK IS ABOVE STATION 0.30 METERS.
 AN0784'
 AN0784'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AN0784'STAMPED---BECK 1943 NO 3 1980---,
 AN0784'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 30 CM IN DIAMETER
 AN0784'FLUSH WITH GROUND.  IT IS LOCATED
 AN0784'161 FEET EAST FROM THE CENTER OF THE METAL GATE AND
 AN0784'84 FEET SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF A FENCE
 AN0784'AROUND A HOUSE.
 AN0784'MARK IS ABOVE STATION 0.30 METERS.
 AN0784'
 AN0784'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 AN0784'STAMPED---BECK 1943---,
 AN0784'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 AN0784'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 AN0784'28 FEET EAST-SOUTHEAST FROM THE CENTER OF THE PAVED ROAD,
 AN0784'27 FEET SOUTH-SOUTHWEST FROM AN UNDERGROUND TELEPHONE CABLE BOX
 AN0784'AND
 AN0784'1 FOOT WEST-NORTHWEST FROM A FENCE LINE.
 AN0784'
 AN0784'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 AN0784'STAMPED---BECK 1943 NO 2 1980---,
 AN0784'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AN0784'FLUSH WITH GROUND.  IT IS LOCATED
 AN0784'29 FEET EAST-SOUTHEAST FROM THE CENTER OF THE PAVED ROAD AND
 AN0784'2 FEET EAST-SOUTHEAST FROM A METAL WITNESS POST AND FENCE.
 AN0784'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEASTERLY ON
 AN0784'THE PAVED ROAD (FM 1315) FOR 1 MILE TO THE MARK ON THE RIGHT
 AN0784'AS DESCRIBED.
 AN0784'
 AN0784'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.6 METERS.
 AN0784'
 AN0784'THE 1943 DATA BY P.L.B. STATES THAT THERE IS AN
 AN0784'UNDERGROUND DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1171 ***********************************************************************
 CA1171  DESIGNATION -  BECK
 CA1171  PID         -  CA1171
 CA1171  STATE/COUNTY-  TX/COLEMAN
 CA1171  USGS QUAD   -  LITTLE GRAPE CREEK (1987)
 CA1171
 CA1171                         *CURRENT SURVEY CONTROL
 CA1171  ___________________________________________________________________
 CA1171* NAD 83(1993)-  31 42 18.22839(N)    099 38 53.14682(W)     ADJUSTED  
 CA1171* NAVD 88     -       593.5    (meters)    1947.     (feet)  VERTCON   
 CA1171  ___________________________________________________________________
 CA1171  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 CA1171  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 CA1171
 CA1171  HORZ ORDER  -  SECOND
 CA1171
 CA1171.The horizontal coordinates were established by classical geodetic methods
 CA1171.and adjusted by the National Geodetic Survey in February 1996..
 CA1171
 CA1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1171
 CA1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1171
 CA1171.The geoid height was determined by GEOID03.
 CA1171
 CA1171;                    North         East     Units Scale Factor Converg.
 CA1171;SPC TX C     - 3,226,173.657   764,953.401   MT  0.99995697   +0 21 10.6
 CA1171;SPC TX C     -10,584,538.07  2,509,684.62   sFT  0.99995697   +0 21 10.6
 CA1171;UTM  14      - 3,507,927.502   438,588.101   MT  0.99964651   -0 20 26.2
 CA1171
 CA1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1171!SPC TX C     -   0.99991078  x   0.99995697  =   0.99986775
 CA1171!UTM  14      -   0.99991078  x   0.99964651  =   0.99955732
 CA1171
 CA1171:                Primary Azimuth Mark                     Grid Az
 CA1171:SPC TX C     -  TALPA ATL PLINE CO MICROWAVE             008 08 39.3
 CA1171:UTM  14      -  TALPA ATL PLINE CO MICROWAVE             008 50 16.1
 CA1171
 CA1171|---------------------------------------------------------------------|
 CA1171| PID    Reference Object                     Distance      Geod. Az  |
 CA1171|                                                           dddmmss.s |
 CA1171| CA1170 TALPA ATL PLINE CO MICROWAVE        APPROX. 3.8 KM 0082949.9 |
 CA1171| CA1165 BEAD                                APPROX. 7.3 KM 0530811.5 |
 CA1171| CV3757 BECK RM 2                            14.738 METERS 24023     |
 CA1171| CV3756 BECK RM 1                            17.081 METERS 33402     |
 CA1171|---------------------------------------------------------------------|
 CA1171
 CA1171                          SUPERSEDED SURVEY CONTROL
 CA1171
 CA1171  NAD 83(1986)-  31 42 18.23590(N)    099 38 53.13262(W) AD(       ) 2
 CA1171  NAD 27      -  31 42 17.70317(N)    099 38 51.86795(W) AD(       ) 2
 CA1171  NGVD 29 (07/19/86)  593.4    (m)         1947.     (f) VERT ANG       
 CA1171
 CA1171.Superseded values are not recommended for survey control.
 CA1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1171.See file dsdata.txt to determine how the superseded data were derived.
 CA1171
 CA1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA3858807928(NAD 83)
 CA1171_MARKER: DD = SURVEY DISK
 CA1171_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1171+WITH SETTING: INFORMATION.
 CA1171_SP_SET: PREFABRICATED CONCRETE POST
 CA1171
 CA1171  HISTORY     - Date     Condition        Report By
 CA1171  HISTORY     - 1967     MONUMENTED       USGS
 CA1171
 CA1171                          STATION DESCRIPTION
 CA1171
 CA1171'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IJB)
 CA1171'STATION IS LOCATED 4.9 MILES SOUTH AND 3.6 MILES EAST OF
 CA1171'TALPA, TEXAS AND 3.3 MILES SOUTH AND 6.0 MILES WEST OF VALERA,
 CA1171'TEXAS ON AN OPEN NORTH-SOUTH RIDGE 0.7 MILES SOUTHWEST OF HAL
 CA1171'BECK RANCH.  41 FEET SOUTHEAST OF TRACK ROAD AND 6 FEET NORTHWEST
 CA1171'OF A WITNESS SIGN.
 CA1171'
 CA1171'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND FARM ROAD
 CA1171'503 IN VALERA, GO 4.0 MILES WEST ON U.S. HIGHWAY 67 TO GRAVEL
 CA1171'ROAD, LEFT (SOUTH), THENCE 1.0 MILES SOUTH ON GRAVEL ROAD
 CA1171'TO CATTLEGUARD.  CONTINUE 3.9 MILES SOUTH ON PRIVATE ROAD
 CA1171'TO THE BECK RANCH, THENCE 0.6 MILE LEFT ON DIM TRACK ROAD SOUTH
 CA1171'OF BARN TO TOP OF RIDGE AND STATION SITE ON THE LEFT.
 CA1171'
 CA1171'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1171'STEEL ROD DRIVEN TO REFUSAL (6 FEET), CENTERED IN A 6 INCH
 CA1171'DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH GRAVEL.
 CA1171'THE TABLET IS FLUSH WITH GROUND AND STAMPED BECK ET 1967.
 CA1171'
 CA1171'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMPED TO A
 CA1171'COPPER COATED STEEL ROD DRIVEN TO REFUSAL (5 FEET), CENTERED
 CA1171'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED
 CA1171'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1171'BECK ET 1967 NO. 1.
 CA1171'
 CA1171'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CRIMPED TO A
 CA1171'COPPER COATED STEEL ROD DRIVEN TO REFUSAL (6 FEET), CENTERED
 CA1171'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED
 CA1171'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1171'BECK ET 1967 NO. 2.
 CA1171'
 CA1171'THE DISTANCE BETWEEN REFERENCE MARKS IS 76.34 FEET (23.265
 CA1171'METERS).
 CA1171'
 CA1171'STATION BEAD ET 1967, 4.5 MILES NORTHEAST, IS VISIBLE FROM
 CA1171'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2374 ***********************************************************************
 AN2374  DESIGNATION -  BECK 1943 AZ MK 2
 AN2374  PID         -  AN2374
 AN2374  STATE/COUNTY-  TX/VICTORIA
 AN2374  USGS QUAD   -  INEZ NW (1995)
 AN2374
 AN2374                         *CURRENT SURVEY CONTROL
 AN2374  ___________________________________________________________________
 AN2374* NAD 83(1993)-  28 54 36.69675(N)    096 56 34.77455(W)     ADJUSTED  
 AN2374* NAVD 88     -        36.2    (meters)     119.     (feet)  VERTCON   
 AN2374  ___________________________________________________________________
 AN2374  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AN2374  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN2374
 AN2374  HORZ ORDER  -  SECOND
 AN2374
 AN2374.The horizontal coordinates were established by classical geodetic methods
 AN2374.and adjusted by the National Geodetic Survey in February 1996..
 AN2374
 AN2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2374
 AN2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2374
 AN2374.The geoid height was determined by GEOID03.
 AN2374
 AN2374;                    North         East     Units Scale Factor Converg.
 AN2374;SPC TXSC     - 4,121,109.639   800,573.223   MT  0.99989053   +1 00 27.9
 AN2374;SPC TXSC     -13,520,673.87  2,626,547.32   sFT  0.99989053   +1 00 27.9
 AN2374;UTM  14      - 3,199,776.752   700,548.396   MT  1.00009635   +0 59 41.2
 AN2374
 AN2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2374!SPC TXSC     -   0.99999860  x   0.99989053  =   0.99988913
 AN2374!UTM  14      -   0.99999860  x   1.00009635  =   1.00009495
 AN2374
 AN2374                          SUPERSEDED SURVEY CONTROL
 AN2374
 AN2374  NAD 83(1986)-  28 54 36.70693(N)    096 56 34.76056(W) AD(       ) 2
 AN2374  NAD 27      -  28 54 35.75833(N)    096 56 33.81090(W) AD(       ) 2
 AN2374  NGVD 29 (07/19/86)   36.3    (m)          119.     (f) VERT ANG       
 AN2374
 AN2374.Superseded values are not recommended for survey control.
 AN2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2374.See file dsdata.txt to determine how the superseded data were derived.
 AN2374
 AN2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0054899777(NAD 83)
 AN2374_MARKER: DZ = AZIMUTH MARK DISK
 AN2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN2374_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2374+STABILITY: SURFACE MOTION
 AN2374
 AN2374  HISTORY     - Date     Condition        Report By
 AN2374  HISTORY     - 1980     MONUMENTED       NGS
 AN2374
 AN2374                          STATION DESCRIPTION
 AN2374
 AN2374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2374'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF
 AN2374'VICTORIA, 5 MILES NORTHWEST OF TELFERNER, AND ON PROPERTY
 AN2374'OF MR. T.C.LAGREGA, VICTORIA, TEXAS (PHONE 578-9240).
 AN2374'
 AN2374'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 AN2374'(EAST RIO GRANDE STREET) AND U.S. HIGHWAY 77 (NORTH NAVARRO
 AN2374'STREET) IN VICTORIA, GO NORTHERLY ON U.S. HIGHWAY 77 FOR 2.7
 AN2374'MILES TO FARM ROAD 1315 ON THE RIGHT.  TURN RIGHT AND GO EAST
 AN2374'AND THEN NORTHEAST ON THE PAVED ROAD FOR 4.9 MILES TO
 AN2374'STATION BECK 1943 ON THE RIGHT.  CONTINUE NORTHEASTERLY ON THE
 AN2374'PAVED ROAD FOR 1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 AN2374'
 AN2374'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AN2374'STAMPED---BECK 1943 NO 2 1980---,
 AN2374'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AN2374'FLUSH WITH GROUND.  IT IS LOCATED
 AN2374'29 FEET EAST-SOUTHEAST FROM THE CENTER OF THE PAVED ROAD AND
 AN2374'2 FEET EAST-SOUTHEAST FROM A METAL WITNESS POST AND FENCE.
 AN2374'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 AN2374'STAMPED---BECK 1943 NO 2 1980---, SET INTO THE TOP OF AN
 AN2374'IRREGULAR MASS OF CONCRETE ABOUT 1 METER BELOW THE GROUND.
 AN2374'
 AN2374'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 AN2374'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 AN2374'
 AN2374'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 AN2374'
 AN2374'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AN2374'BECK 1943 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0783 ***********************************************************************
 AN0783  DESIGNATION -  BECK AZ MK
 AN0783  PID         -  AN0783
 AN0783  STATE/COUNTY-  TX/VICTORIA
 AN0783  USGS QUAD   -  INEZ NW (1995)
 AN0783
 AN0783                         *CURRENT SURVEY CONTROL
 AN0783  ___________________________________________________________________
 AN0783* NAD 83(1986)-  28 53 37.     (N)    096 57 00.     (W)     SCALED    
 AN0783* NAVD 88     -        37.06   (+/-2cm)     121.6    (feet)  VERTCON   
 AN0783  ___________________________________________________________________
 AN0783  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0783
 AN0783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0783
 AN0783.The horizontal coordinates were scaled from a topographic map and have
 AN0783.an estimated accuracy of +/- 6 seconds.
 AN0783
 AN0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0783.The vertical order pertains to the NGVD 29 superseded value.
 AN0783
 AN0783.The geoid height was determined by GEOID03.
 AN0783
 AN0783;                    North         East    Units  Estimated Accuracy
 AN0783;SPC TXSC     - 4,119,260.      799,920.      MT  (+/- 180 meters Scaled)
 AN0783
 AN0783                          SUPERSEDED SURVEY CONTROL
 AN0783
 AN0783  NGVD 29 (??/??/92)   37.126  (m)          121.80   (f) ADJ UNCH    2 0
 AN0783
 AN0783.Superseded values are not recommended for survey control.
 AN0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0783.See file dsdata.txt to determine how the superseded data were derived.
 AN0783
 AN0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS998979(NAD 83)
 AN0783_MARKER: DZ = AZIMUTH MARK DISK
 AN0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0783+STABILITY: SURFACE MOTION
 AN0783
 AN0783  HISTORY     - Date     Condition        Report By
 AN0783  HISTORY     - UNK      MONUMENTED       CGS
 AN0783  HISTORY     - 1943     GOOD             NGS
 AN0783
 AN0783                          STATION DESCRIPTION
 AN0783
 AN0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0783'7.65 MI NE FROM VICTORIA.
 AN0783'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 295 AND U. S.
 AN0783'HIGHWAY NO. 59 AT VICTORIA-- PROCEED 2.75 MILES NORTHERLY ALONG STATE
 AN0783'HIGHWAY NO. 295 TO A DIRT SIDE ROAD INTERSECTION LEADING NORTHEAST,
 AN0783'THENCE 4.9 MILES NORTHEASTERLY TO SITE OF AZIMUTH MARK.  AZIMUTH MARK
 AN0783'IS ABOUT 0.35 MILE SOUTHWEST OF THE TRIANGULATION STATION, AND ABOUT
 AN0783'0.2 MILE NORTHEAST OF A SMALL CONCRETE PIPE CULVERT.  IT IS 27.0 FEET
 AN0783'SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AN0783'0.5 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTHEAST
 AN0783'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0785 ***********************************************************************
 AN0785  DESIGNATION -  BECK RM 1
 AN0785  PID         -  AN0785
 AN0785  STATE/COUNTY-  TX/VICTORIA
 AN0785  USGS QUAD   -  INEZ NW (1995)
 AN0785
 AN0785                         *CURRENT SURVEY CONTROL
 AN0785  ___________________________________________________________________
 AN0785* NAD 83(1986)-  28 53 51.     (N)    096 56 41.     (W)     SCALED    
 AN0785* NAVD 88     -        36.79   (+/-2cm)     120.7    (feet)  VERTCON   
 AN0785  ___________________________________________________________________
 AN0785  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0785
 AN0785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0785
 AN0785.The horizontal coordinates were scaled from a topographic map and have
 AN0785.an estimated accuracy of +/- 6 seconds.
 AN0785
 AN0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0785.The vertical order pertains to the NGVD 29 superseded value.
 AN0785
 AN0785.The geoid height was determined by GEOID03.
 AN0785
 AN0785;                    North         East    Units  Estimated Accuracy
 AN0785;SPC TXSC     - 4,119,700.      800,430.      MT  (+/- 180 meters Scaled)
 AN0785
 AN0785                          SUPERSEDED SURVEY CONTROL
 AN0785
 AN0785  NGVD 29 (??/??/92)   36.854  (m)          120.91   (f) ADJ UNCH    2 0
 AN0785
 AN0785.Superseded values are not recommended for survey control.
 AN0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0785.See file dsdata.txt to determine how the superseded data were derived.
 AN0785
 AN0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS004983(NAD 83)
 AN0785_MARKER: DR = REFERENCE MARK DISK
 AN0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0785_STAMPING: BECK NO 1 1943
 AN0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0785+STABILITY: SURFACE MOTION
 AN0785
 AN0785  HISTORY     - Date     Condition        Report By
 AN0785  HISTORY     - 1943     MONUMENTED       CGS
 AN0785
 AN0785                          STATION DESCRIPTION
 AN0785
 AN0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0785'8.0 MI NE FROM VICTORIA.
 AN0785'REFERENCE MARK 146.6 FEET EAST OF THE STATION, AND ABOUT 200.0 FEET
 AN0785'SOUTHEAST OF THE CENTERLINE OF ROAD.  IT IS 16.5 FEET NORTHEAST OF THE
 AN0785'CENTERLINE OF A PRIVATE ROAD, AND 0.6 FOOT SOUTHWEST OF A FENCE.
 AN0785'MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0786 ***********************************************************************
 AN0786  DESIGNATION -  BECK RM 2
 AN0786  PID         -  AN0786
 AN0786  STATE/COUNTY-  TX/VICTORIA
 AN0786  USGS QUAD   -  INEZ NW (1995)
 AN0786
 AN0786                         *CURRENT SURVEY CONTROL
 AN0786  ___________________________________________________________________
 AN0786* NAD 83(1986)-  28 53 49.     (N)    096 56 45.     (W)     SCALED    
 AN0786* NAVD 88     -        36.88   (+/-2cm)     121.0    (feet)  VERTCON   
 AN0786  ___________________________________________________________________
 AN0786  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0786
 AN0786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0786
 AN0786.The horizontal coordinates were scaled from a topographic map and have
 AN0786.an estimated accuracy of +/- 6 seconds.
 AN0786
 AN0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0786.The vertical order pertains to the NGVD 29 superseded value.
 AN0786
 AN0786.The geoid height was determined by GEOID03.
 AN0786
 AN0786;                    North         East    Units  Estimated Accuracy
 AN0786;SPC TXSC     - 4,119,640.      800,320.      MT  (+/- 180 meters Scaled)
 AN0786
 AN0786                          SUPERSEDED SURVEY CONTROL
 AN0786
 AN0786  NGVD 29 (??/??/92)   36.939  (m)          121.19   (f) ADJ UNCH    2 0
 AN0786
 AN0786.Superseded values are not recommended for survey control.
 AN0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0786.See file dsdata.txt to determine how the superseded data were derived.
 AN0786
 AN0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS002983(NAD 83)
 AN0786_MARKER: DR = REFERENCE MARK DISK
 AN0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0786_STAMPING: BECK NO 2 1943
 AN0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0786+STABILITY: SURFACE MOTION
 AN0786
 AN0786  HISTORY     - Date     Condition        Report By
 AN0786  HISTORY     - 1943     MONUMENTED       CGS
 AN0786
 AN0786                          STATION DESCRIPTION
 AN0786
 AN0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0786'8.0 MI NE FROM VICTORIA.
 AN0786'REFERENCE MARK IS 126.4 FEET WEST-SOUTHWEST OF THE STATION, AND 38.0
 AN0786'FEET SOUTHEAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF ROAD. IT
 AN0786'IS 1.0 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2582 ***********************************************************************
 CS2582  DESIGNATION -  BECKER
 CS2582  PID         -  CS2582
 CS2582  STATE/COUNTY-  TX/KAUFMAN
 CS2582  USGS QUAD   -  OLA (1981)
 CS2582
 CS2582                         *CURRENT SURVEY CONTROL
 CS2582  ___________________________________________________________________
 CS2582* NAD 83(1993)-  32 30 06.38536(N)    096 11 42.41670(W)     ADJUSTED  
 CS2582* NAVD 88     -       140.1    (meters)     460.     (feet)  VERTCON   
 CS2582  ___________________________________________________________________
 CS2582  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CS2582  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS2582
 CS2582  HORZ ORDER  -  SECOND
 CS2582
 CS2582.The horizontal coordinates were established by classical geodetic methods
 CS2582.and adjusted by the National Geodetic Survey in February 1996..
 CS2582
 CS2582.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2582
 CS2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2582
 CS2582.The geoid height was determined by GEOID03.
 CS2582
 CS2582;                    North         East     Units Scale Factor Converg.
 CS2582;SPC TXNC     - 2,094,981.525   816,566.242   MT  0.99991835   +1 15 25.5
 CS2582;SPC TXNC     - 6,873,285.22  2,679,017.75   sFT  0.99991835   +1 15 25.5
 CS2582;UTM  14      - 3,599,523.413   763,528.141   MT  1.00045646   +1 30 28.8
 CS2582
 CS2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2582!SPC TXNC     -   0.99998198  x   0.99991835  =   0.99990034
 CS2582!UTM  14      -   0.99998198  x   1.00045646  =   1.00043844
 CS2582
 CS2582:                Primary Azimuth Mark                     Grid Az
 CS2582:SPC TXNC     -  KEMP MUNICIPAL TANK                      206 04 08.3
 CS2582:UTM  14      -  KEMP MUNICIPAL TANK                      205 49 05.0
 CS2582
 CS2582|---------------------------------------------------------------------|
 CS2582| PID    Reference Object                     Distance      Geod. Az  |
 CS2582|                                                           dddmmss.s |
 CS2582| CS2625 KEMP MUNICIPAL TANK                 APPROX. 7.3 KM 2071933.8 |
 CS2582| CX9691 BECKER RM 2                          58.967 METERS 23208     |
 CS2582| CX9689 BECKER AZ MK                                       2430240.1 |
 CS2582| CX9690 BECKER RM 1                          57.345 METERS 29016     |
 CS2582|---------------------------------------------------------------------|
 CS2582
 CS2582                          SUPERSEDED SURVEY CONTROL
 CS2582
 CS2582  NAD 83(1986)-  32 30 06.39270(N)    096 11 42.40100(W) AD(       ) 2
 CS2582  NAD 27      -  32 30 05.89400(N)    096 11 41.48700(W) AD(       ) 2
 CS2582  NGVD 29 (07/28/98)  140.1    (m)          460.     (f) VERT ANG       
 CS2582
 CS2582.Superseded values are not recommended for survey control.
 CS2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2582.See file dsdata.txt to determine how the superseded data were derived.
 CS2582
 CS2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6352899523(NAD 83)
 CS2582_MARKER: DS = TRIANGULATION STATION DISK
 CS2582_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS2582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2582_PROJECTION: FLUSH
 CS2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2582+STABILITY: SURFACE MOTION
 CS2582
 CS2582  HISTORY     - Date     Condition        Report By
 CS2582  HISTORY     - 1949     MONUMENTED       CGS
 CS2582  HISTORY     - 1961     GOOD             USGS
 CS2582
 CS2582                          STATION DESCRIPTION
 CS2582
 CS2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2582'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF KAUFMAN
 CS2582'AND 5.0 MILES NORTH-NORTHEAST OF KEMP.  IT IS APPROXIMATELY
 CS2582'100 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF MR. BECKERS
 CS2582'HOUSE, 41 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY,
 CS2582'17.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF YARD FENCE
 CS2582'AND 13 FEET WEST OF THE YARD FENCE.  THE MARK PROJECTS 4
 CS2582'INCHES AND THE DISK IS STAMPED BECKER 1949.
 CS2582'
 CS2582'REFERENCE MARK NO.1 IS WEST-NORTHWEST OF THE STATION, 51
 CS2582'FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY AND 2.5 FEET
 CS2582'SOUTH OF THE SOUTHWEST CORNER OF A PASTURE FENCE.  THE MARK
 CS2582'PROJECTS 4 INCHES AND THE DISK IS STAMPED BECKER RM 1 1949.
 CS2582'
 CS2582'REFERENCE MARK NO.2 IS SOUTHWEST OF THE STATION, 88 FEET
 CS2582'EAST OF THE NORTHWEST CORNER OF A PASTURE FENCE AND 1 FOOT
 CS2582'NORTH OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 CS2582'DISK IS STAMPED BECKER RM 2 1949.
 CS2582'
 CS2582'AZIMUTH MARK IS ABOUT 0.2 MILE WEST-SOUTHWEST OF THE STATION,
 CS2582'30 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 1.5 FEET
 CS2582'EAST OF A WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.  THE
 CS2582'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BECKER 1949.
 CS2582'
 CS2582'TO REACH FROM THE CROSSROADS JUST SOUTH OF THE WATER TANK
 CS2582'IN KEMP, GO EAST ON A DIRT ROAD KEEPING STRAIGHT AT ALL
 CS2582'INTERSECTIONS FOR 4.1 MILES TO CROSSROADS AT A CHURCH ON
 CS2582'THE RIGHT, CONTINUE STRAIGHT AHEAD 0.05 MILE TO FORKS, TAKE
 CS2582'RIGHT FORK BETWEEN SCHOOL HOUSE AND CHURCH FOR 0.85 MILE
 CS2582'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.15 MILE TO CROSSROAD
 CS2582'BETWEEN AN OLD COTTON GIN AND MR. BECKERS HOUSE, CONTINUE
 CS2582'0.05 MILE TO THE CORNER OF MR. BECKERS YARD AND THE STATION.
 CS2582'
 CS2582'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2582
 CS2582                          STATION RECOVERY (1961)
 CS2582
 CS2582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS2582'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32096-1, STATION 1005.
 CS2582'RECOVERED BY USGS IN 1961.
 CS2582'STATION MARK--STANDARD USC AND GS DISK STAMPED---BECKER 1949---, SET
 CS2582'IN CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2794 ***********************************************************************
 CS2794  DESIGNATION -  BECKLEY DALLAS WATER CO TANK
 CS2794  PID         -  CS2794
 CS2794  STATE/COUNTY-  TX/DALLAS
 CS2794  USGS QUAD   -  OAK CLIFF (1981)
 CS2794
 CS2794                         *CURRENT SURVEY CONTROL
 CS2794  ___________________________________________________________________
 CS2794* NAD 83(1993)-  32 42 49.05423(N)    096 48 42.85853(W)     ADJUSTED  
 CS2794* NAVD 88     -                                                        
 CS2794  ___________________________________________________________________
 CS2794  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 CS2794  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CS2794
 CS2794  HORZ ORDER  -  THIRD
 CS2794
 CS2794.The horizontal coordinates were established by classical geodetic methods
 CS2794.and adjusted by the National Geodetic Survey in February 1996..
 CS2794
 CS2794
 CS2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2794
 CS2794.The geoid height was determined by GEOID03.
 CS2794
 CS2794;                    North         East     Units Scale Factor Converg.
 CS2794;SPC TXNC     - 2,117,368.730   758,241.325   MT  0.99988992   +0 55 14.4
 CS2794;SPC TXNC     - 6,946,733.91  2,487,663.41   sFT  0.99988992   +0 55 14.4
 CS2794;UTM  14      - 3,621,657.221   705,081.367   MT  1.00011864   +1 10 58.6
 CS2794
 CS2794                          SUPERSEDED SURVEY CONTROL
 CS2794
 CS2794  NAD 83(1986)-  32 42 49.06067(N)    096 48 42.84080(W) AD(       ) 4
 CS2794  NAD 27      -  32 42 48.58500(N)    096 48 41.84400(W) AD(       ) 3
 CS2794
 CS2794.Superseded values are not recommended for survey control.
 CS2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2794.See file dsdata.txt to determine how the superseded data were derived.
 CS2794
 CS2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0508121657(NAD 83)
 CS2794_MARKER: 53 = ELEVATED TANK
 CS2794
 CS2794  HISTORY     - Date     Condition        Report By
 CS2794  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2794  HISTORY     - 1960     GOOD             CGS
 CS2794  HISTORY     - 1966     GOOD             CGS
 CS2794  HISTORY     - 1985     GOOD             USPSQD
 CS2794  HISTORY     - 19910829 GOOD             USPSQD
 CS2794
 CS2794                          STATION DESCRIPTION
 CS2794
 CS2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2794'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF THE CITY
 CS2794'OF DALLAS, 1 AND 1/2 MILES NORTH OF LISBON, 1 MILE SOUTH OF
 CS2794'BECKLEY, 100 FEET NORTH OF SANER AVE. AND 75 FEET EAST
 CS2794'OF IDAHO AVE.
 CS2794'
 CS2794'THE TANK IS OF STEEL CONSTRUCTION, 80 FEET HIGH, PAINTED SILVER.
 CS2794'THE TANK IS 60 FEET IN DIAMETER AND HAS 24 SUPPORTING LEGS.
 CS2794'
 CS2794'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2794'
 CS2794'TO REACH THE STATION FROM THE STOP LIGHT AND THE BRICK SCHOOL
 CS2794'BUILDING IN LISBON, GO NORTH ON STATE HIGHWAY 342 AND LANCASTER
 CS2794'RD. FOR 1.4 MILES TO SANER AVE. TO THE LEFT.  TURN LEFT
 CS2794'AND GO WEST ON SANER AVE. FOR 0.4 MILE TO IDAHO AVE. AND THE
 CS2794'STATION ON THE RIGHT.
 CS2794
 CS2794                          STATION RECOVERY (1960)
 CS2794
 CS2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2794'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CS2794'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2794
 CS2794                          STATION RECOVERY (1966)
 CS2794
 CS2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WEB)
 CS2794'STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE IN
 CS2794'GOOD CONDITION.
 CS2794
 CS2794                          STATION RECOVERY (1985)
 CS2794
 CS2794'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2794'RECOVERED IN GOOD CONDITION.
 CS2794
 CS2794                          STATION RECOVERY (1991)
 CS2794
 CS2794'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1129 ***********************************************************************
 CR1129  DESIGNATION -  BECKVILLE
 CR1129  PID         -  CR1129
 CR1129  STATE/COUNTY-  TX/PANOLA
 CR1129  USGS QUAD   -  BECKVILLE (1983)
 CR1129
 CR1129                         *CURRENT SURVEY CONTROL
 CR1129  ___________________________________________________________________
 CR1129* NAD 83(1993)-  32 14 48.91623(N)    094 28 56.54064(W)     ADJUSTED  
 CR1129* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 CR1129  ___________________________________________________________________
 CR1129  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CR1129  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CR1129
 CR1129  HORZ ORDER  -  SECOND
 CR1129
 CR1129.The horizontal coordinates were established by classical geodetic methods
 CR1129.and adjusted by the National Geodetic Survey in February 1996..
 CR1129
 CR1129.The orthometric height was scaled from a topographic map.
 CR1129
 CR1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1129
 CR1129.The geoid height was determined by GEOID03.
 CR1129
 CR1129;                    North         East     Units Scale Factor Converg.
 CR1129;SPC TXNC     - 2,071,584.584   978,513.861   MT  0.99997048   +2 11 28.3
 CR1129;SPC TXNC     - 6,796,523.76  3,210,340.89   sFT  0.99997048   +2 11 28.3
 CR1129;UTM  15      - 3,568,769.606   360,351.783   MT  0.99984049   -0 47 27.9
 CR1129
 CR1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1129!SPC TXNC     -   0.99998215  x   0.99997048  =   0.99995263
 CR1129!UTM  15      -   0.99998215  x   0.99984049  =   0.99982264
 CR1129
 CR1129|---------------------------------------------------------------------|
 CR1129| PID    Reference Object                     Distance      Geod. Az  |
 CR1129|                                                           dddmmss.s |
 CR1129| CX4997 BECKVILLE RM 1                       30.270 METERS 13910     |
 CR1129| CX4996 BECKVILLE AZ MK                                    1394203.8 |
 CR1129| CX4998 BECKVILLE RM 2                       23.652 METERS 27926     |
 CR1129|---------------------------------------------------------------------|
 CR1129
 CR1129                          SUPERSEDED SURVEY CONTROL
 CR1129
 CR1129  NAD 83(1986)-  32 14 48.92506(N)    094 28 56.53009(W) AD(       ) 2
 CR1129  NAD 27      -  32 14 48.35370(N)    094 28 55.80640(W) AD(       ) 2
 CR1129
 CR1129.Superseded values are not recommended for survey control.
 CR1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1129.See file dsdata.txt to determine how the superseded data were derived.
 CR1129
 CR1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR6035268770(NAD 83)
 CR1129_MARKER: DS = TRIANGULATION STATION DISK
 CR1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1129
 CR1129  HISTORY     - Date     Condition        Report By
 CR1129  HISTORY     - 1958     MONUMENTED       CGS
 CR1129  HISTORY     - 1973     GOOD             TXHD
 CR1129  HISTORY     - 1974     GOOD             TXHD
 CR1129  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR1129
 CR1129                          STATION DESCRIPTION
 CR1129
 CR1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1129'THE STATION IS LOCATED ON A SANDY TIMBERED HILL, ABOUT 2.0
 CR1129'MILES SOUTH-SOUTHWEST OF BECKVILLE, 21 FEET NORTHWEST OF A
 CR1129'TRIANGLE BLAZED TREE AND 5 FEET NORTHEAST OF A WITNESS POST.  THE
 CR1129'MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1129'STAMPED BECKVILLE 1958.
 CR1129'
 CR1129'REFERENCE MARK NO. 1 IS SET ON THE SOUTHEAST EDGE OF THE HILL
 CR1129'AND IS ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK PROJECTS 4
 CR1129'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED BECKVILLE NO
 CR1129'1 1958.
 CR1129'
 CR1129'REFERENCE MARK NO. 2 IS SET ON THE WEST EDGE OF THE HILL AND IS
 CR1129'ABOUT 3 FEET LOWER THAN THE STATION.  THE MARK PROJECTS 3 INCHES
 CR1129'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED BECKVILLE NO 2 1958.
 CR1129'
 CR1129'AZIMUTH MARK IS 46 FEET NORTHEAST OF THE CENTER OF THE T-ROAD
 CR1129'AND 2 FEET SOUTHEAST OF A WIRE FENCE AND WITNESS POST.  THE MARK
 CR1129'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1129'BECKVILLE 1958.
 CR1129'
 CR1129'TO REACH THE STATION FROM THE POST OFFICE IN BECKVILLE, GO WESTERLY
 CR1129'FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY NO. 149, CONTINUE
 CR1129'ACROSS STATE HIGHWAY NO. 149 AND GO WESTERLY FOR 0.9 MILE TO A SIDE
 CR1129'ROAD ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED, TURN RIGHT
 CR1129'ON THE DIRT ROAD AND GO NORTHERLY FOR 0.25 MILE TO A DIM TRACK
 CR1129'ROAD ON THE LEFT AND A WIRE GATE, TURN LEFT AND GO NORTHWESTERLY
 CR1129'FOR 0.15 MILE TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 CR1129'
 CR1129'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 CR1129
 CR1129                          STATION RECOVERY (1973)
 CR1129
 CR1129'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973 (CLJ)
 CR1129'BECKVILLE 1958-GOOD
 CR1129'
 CR1129'BECKVILLE AZ. MK-GOOD
 CR1129'
 CR1129'BECKVILLE RM 1-GOOD
 CR1129'
 CR1129'DIRECTIONS FOR LOCATING STATION ARE ADEQUATE.  THERE IS NO
 CR1129'LONGER LINE-OF-SIGHT BETWEEN STATION AND AZIMUTH MARK.  RM 2
 CR1129'NOT SEARCHED FOR.
 CR1129
 CR1129                          STATION RECOVERY (1974)
 CR1129
 CR1129'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (MM)
 CR1129'BECKVILLE-FOUND GOOD CONDITION, DESCRIPTION GOOD.
 CR1129
 CR1129                          STATION RECOVERY (1998)
 CR1129
 CR1129'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1134 ***********************************************************************
 CR1134  DESIGNATION -  BECKVILLE LOOKOUT TOWER
 CR1134  PID         -  CR1134
 CR1134  STATE/COUNTY-  TX/PANOLA
 CR1134  USGS QUAD   -  HARRIS CHAPEL (1983)
 CR1134
 CR1134                         *CURRENT SURVEY CONTROL
 CR1134  ___________________________________________________________________
 CR1134* NAD 83(1993)-  32 17 44.83350(N)    094 26 26.41816(W)     ADJUSTED  
 CR1134* NAVD 88     -                                                        
 CR1134  ___________________________________________________________________
 CR1134  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 CR1134  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CR1134
 CR1134  HORZ ORDER  -  THIRD
 CR1134
 CR1134.The horizontal coordinates were established by classical geodetic methods
 CR1134.and adjusted by the National Geodetic Survey in February 1996..
 CR1134
 CR1134
 CR1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1134
 CR1134.The geoid height was determined by GEOID03.
 CR1134
 CR1134;                    North         East     Units Scale Factor Converg.
 CR1134;SPC TXNC     - 2,077,150.193   982,231.348   MT  0.99995897   +2 12 50.2
 CR1134;SPC TXNC     - 6,814,783.59  3,222,537.35   sFT  0.99995897   +2 12 50.2
 CR1134;UTM  15      - 3,574,133.512   364,353.344   MT  0.99982691   -0 46 11.5
 CR1134
 CR1134                          SUPERSEDED SURVEY CONTROL
 CR1134
 CR1134  NAD 83(1986)-  32 17 44.84219(N)    094 26 26.40761(W) AD(       ) 4
 CR1134  NAD 27      -  32 17 44.27600(N)    094 26 25.68900(W) AD(       ) 3
 CR1134
 CR1134.Superseded values are not recommended for survey control.
 CR1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1134.See file dsdata.txt to determine how the superseded data were derived.
 CR1134
 CR1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR6435374134(NAD 83)
 CR1134_MARKER: 57 = LOOKOUT TOWER
 CR1134
 CR1134  HISTORY     - Date     Condition        Report By
 CR1134  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1134
 CR1134                          STATION DESCRIPTION
 CR1134
 CR1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CR1134'THE STATION IS LOCATED ABOUT 3-1/2 MILES, AIRLINE, NORTH
 CR1134'OF BECKVILLE ON A PROMINENT TIMBER COVERED HILL THE HIGHEST
 CR1134'HILL IN THE VICINITY.  THE TOWER HAS A GLASS ENCLOSED CAB
 CR1134'GREY IN COLOR AND IS SUPPORTED BY A 4 LEGGED STRUCTURE.  THE
 CR1134'OVERALL HEIGHT IS APPROXIMATELY 140 FEET.
 CR1134'
 CR1134'TO REACH THE STATION FROM THE POST OFFICE IN BECKVILLE, GO
 CR1134'NORTH ON FARM ROAD 124 FOR 0.15 MILE.  TURN RIGHT AND GO EASTERLY
 CR1134'ON FARM ROAD 124 FOR 0.9 MILE TO THE JUNCTION OF FARM ROAD 959
 CR1134'AND 124.  GO NORTH ON FARM ROAD 959 FOR 3.1 MILES TO A BLADED
 CR1134'ROAD ON THE LEFT AND SIGN BECKVILLE FIRE LOOKOUT TOWER ON
 CR1134'THE RIGHT.  TURN LEFT ON THE BLADED ROAD AND GO WEST-NORTHWEST
 CR1134'FOR 0.2 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT, WEST, AND
 CR1134'GO 0.1 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION
 CR1134'AS DESCRIBED.
 CR1134'
 CR1134'THE POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1130 ***********************************************************************
 CR1130  DESIGNATION -  BECKVILLE MUNICIPAL TANK
 CR1130  PID         -  CR1130
 CR1130  STATE/COUNTY-  TX/PANOLA
 CR1130  USGS QUAD   -  BECKVILLE (1983)
 CR1130
 CR1130                         *CURRENT SURVEY CONTROL
 CR1130  ___________________________________________________________________
 CR1130* NAD 83(1993)-  32 14 44.64305(N)    094 27 30.80817(W)     ADJUSTED  
 CR1130* NAVD 88     -                                                        
 CR1130  ___________________________________________________________________
 CR1130  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CR1130  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CR1130
 CR1130  HORZ ORDER  -  THIRD
 CR1130
 CR1130.The horizontal coordinates were established by classical geodetic methods
 CR1130.and adjusted by the National Geodetic Survey in February 1996..
 CR1130
 CR1130
 CR1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1130
 CR1130.The geoid height was determined by GEOID03.
 CR1130
 CR1130;                    North         East     Units Scale Factor Converg.
 CR1130;SPC TXNC     - 2,071,539.117   980,761.469   MT  0.99997077   +2 12 15.0
 CR1130;SPC TXNC     - 6,796,374.59  3,217,714.92   sFT  0.99997077   +2 12 15.0
 CR1130;UTM  15      - 3,568,607.281   362,593.680   MT  0.99983283   -0 46 42.0
 CR1130
 CR1130                          SUPERSEDED SURVEY CONTROL
 CR1130
 CR1130  NAD 83(1986)-  32 14 44.65183(N)    094 27 30.79770(W) AD(       ) 4
 CR1130  NAD 27      -  32 14 44.08000(N)    094 27 30.07700(W) AD(       ) 3
 CR1130
 CR1130.Superseded values are not recommended for survey control.
 CR1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1130.See file dsdata.txt to determine how the superseded data were derived.
 CR1130
 CR1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR6259468607(NAD 83)
 CR1130_MARKER: 53 = ELEVATED TANK
 CR1130
 CR1130  HISTORY     - Date     Condition        Report By
 CR1130  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1130
 CR1130                          STATION DESCRIPTION
 CR1130
 CR1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1130'THE STATION IS LOCATED NEAR THE NORTH EDGE OF BECKVILLE AND ON
 CR1130'THE SCHOOL GROUNDS.  IT IS 195 FEET WEST OF AN OIL ROAD
 CR1130'AND 72 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GYMNASIUM
 CR1130'BUILDING.  THE TANK HAS A CONICAL SHAPED ROOF WHICH HAS A
 CR1130'BALL AT THE APEX OF THE ROOF AND IS PAINTED SILVER IN COLOR.
 CR1130'IT IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  THE OVERALL
 CR1130'HEIGHT IS APPROXIMATELY 125 FEET.
 CR1130'
 CR1130'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2290 ***********************************************************************
 BL2290  DESIGNATION -  BEDIAS KERR GINNING CO TANK
 BL2290  PID         -  BL2290
 BL2290  STATE/COUNTY-  TX/GRIMES
 BL2290  USGS QUAD   -  BEDIAS (1963)
 BL2290
 BL2290                         *CURRENT SURVEY CONTROL
 BL2290  ___________________________________________________________________
 BL2290* NAD 83(1993)-  30 46 36.30009(N)    095 56 51.06314(W)     ADJUSTED  
 BL2290* NAVD 88     -                                                        
 BL2290  ___________________________________________________________________
 BL2290  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 BL2290  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BL2290
 BL2290  HORZ ORDER  -  THIRD
 BL2290
 BL2290.The horizontal coordinates were established by classical geodetic methods
 BL2290.and adjusted by the National Geodetic Survey in February 1996..
 BL2290
 BL2290
 BL2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2290
 BL2290.The geoid height was determined by GEOID03.
 BL2290
 BL2290;                    North         East     Units Scale Factor Converg.
 BL2290;SPC TX C     - 3,131,332.572 1,119,681.554   MT  0.99988938   +2 15 32.2
 BL2290;SPC TX C     -10,273,380.28  3,673,488.57   sFT  0.99988938   +2 15 32.2
 BL2290;UTM  15      - 3,408,575.656   217,899.002   MT  1.00058181   -1 30 33.2
 BL2290;UTM  14      - 3,408,845.179   792,151.461   MT  1.00065303   +1 33 47.0
 BL2290
 BL2290                          SUPERSEDED SURVEY CONTROL
 BL2290
 BL2290  NAD 83(1986)-  30 46 36.31293(N)    095 56 51.04452(W) AD(       ) 4
 BL2290  NAD 27      -  30 46 35.61800(N)    095 56 50.21600(W) AD(       ) 3
 BL2290
 BL2290.Superseded values are not recommended for survey control.
 BL2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2290.See file dsdata.txt to determine how the superseded data were derived.
 BL2290
 BL2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ1789908576(NAD 83)
 BL2290_MARKER: 53 = ELEVATED TANK
 BL2290
 BL2290  HISTORY     - Date     Condition        Report By
 BL2290  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2290  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL2290  HISTORY     - 19991102 MARK NOT FOUND   USPSQD
 BL2290
 BL2290                          STATION DESCRIPTION
 BL2290
 BL2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2290'THIS STATION IS THE CENTER OF THE TANK AT THE KERR GINNING
 BL2290'COMPANY, IN BEDIAS.  THE TANK IS ABOUT 65 FEET HIGH, PAINTED
 BL2290'SILVER AND IS VERY PROMINENT.  IT IS IN THE NE PART OF THE
 BL2290'TOWN ON E SIDE OF THE RAILROAD TRACKS, 1 BLOCK N OF THE MAIN
 BL2290'STREET.  THIS TANK WHICH IS THE ONLY ONE IN THE TOWN IS ABOUT
 BL2290'50 FEET TO THE BASE OF THE BOWL.  THE ROOF IS PITCHED
 BL2290'CULMINATING TO A BALL.
 BL2290
 BL2290                          STATION RECOVERY (1994)
 BL2290
 BL2290'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2290'MARK NOT FOUND.
 BL2290
 BL2290                          STATION RECOVERY (1999)
 BL2290
 BL2290'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0561 ***********************************************************************
 AO0561  DESIGNATION -  BEE
 AO0561  PID         -  AO0561
 AO0561  STATE/COUNTY-  TX/BEE
 AO0561  USGS QUAD   -  RAY POINT (1965)
 AO0561
 AO0561                         *CURRENT SURVEY CONTROL
 AO0561  ___________________________________________________________________
 AO0561* NAD 83(1993)-  28 35 09.07778(N)    098 02 38.11353(W)     ADJUSTED  
 AO0561* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 AO0561  ___________________________________________________________________
 AO0561  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AO0561  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AO0561
 AO0561  HORZ ORDER  -  SECOND
 AO0561
 AO0561.The horizontal coordinates were established by classical geodetic methods
 AO0561.and adjusted by the National Geodetic Survey in February 1996..
 AO0561
 AO0561.The orthometric height was scaled from a topographic map.
 AO0561
 AO0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0561
 AO0561.The geoid height was determined by GEOID03.
 AO0561
 AO0561;                    North         East     Units Scale Factor Converg.
 AO0561;SPC TXSC     - 4,083,783.991   693,522.355   MT  0.99994803   +0 28 06.2
 AO0561;SPC TXSC     -13,398,214.64  2,275,331.26   sFT  0.99994803   +0 28 06.2
 AO0561;UTM  14      - 3,162,476.558   593,493.215   MT  0.99970787   +0 27 27.0
 AO0561
 AO0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0561!SPC TXSC     -   0.99998906  x   0.99994803  =   0.99993709
 AO0561!UTM  14      -   0.99998906  x   0.99970787  =   0.99969693
 AO0561
 AO0561|---------------------------------------------------------------------|
 AO0561| PID    Reference Object                     Distance      Geod. Az  |
 AO0561|                                                           dddmmss.s |
 AO0561| CV3763 BEE RM 1                             12.392 METERS 02455     |
 AO0561| CV3762 BEE AZ MK                                          0275245.0 |
 AO0561| CV3764 BEE RM 2                             15.860 METERS 20421     |
 AO0561|---------------------------------------------------------------------|
 AO0561
 AO0561                          SUPERSEDED SURVEY CONTROL
 AO0561
 AO0561  NAD 83(1986)-  28 35 09.08309(N)    098 02 38.09351(W) AD(       ) 2
 AO0561  NAD 27      -  28 35 08.12300(N)    098 02 37.08000(W) AD(       ) 2
 AO0561
 AO0561.Superseded values are not recommended for survey control.
 AO0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0561.See file dsdata.txt to determine how the superseded data were derived.
 AO0561
 AO0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS9349362477(NAD 83)
 AO0561_MARKER: DS = TRIANGULATION STATION DISK
 AO0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0561
 AO0561  HISTORY     - Date     Condition        Report By
 AO0561  HISTORY     - 1952     MONUMENTED       CGS
 AO0561
 AO0561                          STATION DESCRIPTION
 AO0561
 AO0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0561'THE STATION IS ABOUT 11.5 MILES NORTHEAST OF THREE RIVERS, AND
 AO0561'ABOUT 5 MILES SOUTH-SOUTHWEST OF PAWNEE.  ON THE WEST RIGHT-OF-WAY
 AO0561'OF STATE HIGHWAY 72 NEAR THE LIVE OAK-BEE COUNTY LINE.
 AO0561'
 AO0561'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 72 AND FARM ROAD
 AO0561'798 IN PAWNEE, GO SOUTH ON STATE HIGHWAY 72 FOR 4.9 MILES TO
 AO0561'A CROSSROAD AND AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT
 AO0561'AHEAD ON STATE HIGHWAY 72 FOR 0.3 MILE TO THE LIVE OAK-BEE COUNTY
 AO0561'LINE AND STATION SITE ON THE RIGHT.
 AO0561'
 AO0561'ALL MARKS ARE STANDARD BRONZE TABLETS SET IN THE TOP OF CONCRETE
 AO0561'CYLINDERS.
 AO0561'
 AO0561'THE STATION MARK IS STAMPED BEE 1952, AND PROJECTS 4 INCHES.
 AO0561'IT IS LOCATED 68 FEET NORTH OF THE LIVE OAK-BEE COUNTY LINE
 AO0561'MARKER.  59 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 72.
 AO0561'5 FEET NORTH OF A WHITE WITNESS POST.  AND 6 INCHES EAST OF THE
 AO0561'WEST RIGHT-OF-WAY FENCE LINE.
 AO0561'
 AO0561'REFERENCE MARK NO. 1 IS STAMPED BEE NO 1 1952, AND PROJECTS 6
 AO0561'INCHES.  IT IS LOCATED 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE
 AO0561'LINE.
 AO0561'
 AO0561'REFERENCE MARK NO. 2 IS STAMPED BEE NO 2 1952, AND PROJECTS
 AO0561'6 INCHES.  IT IS LOCATED 1 FOOT EAST OF THE WEST RIGHT-OF-WAY
 AO0561'FENCE LINE.
 AO0561'
 AO0561'AZIMUTH MARK IS STAMPED BEE 1952, AND PROJECTS 6 INCHES.  IT IS
 AO0561'LOCATED ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 72.  60 FEET
 AO0561'WEST OF THE CENTER LINE OF THE HIGHWAY.  72 FEET SOUTH OF THE
 AO0561'CENTER LINE OF A DIRT ROAD.  2 FEET EAST OF A FENCE CORNER.
 AO0561'AND 1 FOOT EAST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0709 ***********************************************************************
 BN0709  DESIGNATION -  BEE
 BN0709  PID         -  BN0709
 BN0709  STATE/COUNTY-  TX/LLANO
 BN0709  USGS QUAD   -  PONTOTOC (1955)
 BN0709
 BN0709                         *CURRENT SURVEY CONTROL
 BN0709  ___________________________________________________________________
 BN0709* NAD 83(1993)-  30 54 39.25639(N)    098 52 53.50815(W)     ADJUSTED  
 BN0709* NAVD 88     -       580.     (meters)    1903.     (feet)  SCALED    
 BN0709  ___________________________________________________________________
 BN0709  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 BN0709  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 BN0709
 BN0709  HORZ ORDER  -  FIRST
 BN0709
 BN0709.The horizontal coordinates were established by classical geodetic methods
 BN0709.and adjusted by the National Geodetic Survey in February 1996..
 BN0709
 BN0709.The orthometric height was scaled from a topographic map.
 BN0709
 BN0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0709
 BN0709.The geoid height was determined by GEOID03.
 BN0709
 BN0709;                    North         East     Units Scale Factor Converg.
 BN0709;SPC TX C     - 3,138,835.363   838,761.967   MT  0.99988298   +0 44 52.0
 BN0709;SPC TX C     -10,297,995.69  2,751,838.22   sFT  0.99988298   +0 44 52.0
 BN0709;UTM  14      - 3,419,734.001   511,320.366   MT  0.99960158   +0 03 39.1
 BN0709
 BN0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0709!SPC TX C     -   0.99991255  x   0.99988298  =   0.99979554
 BN0709!UTM  14      -   0.99991255  x   0.99960158  =   0.99951417
 BN0709
 BN0709:                Primary Azimuth Mark                     Grid Az
 BN0709:SPC TX C     -  BEE AZ MK                                054 19 41.0
 BN0709:UTM  14      -  BEE AZ MK                                055 00 53.9
 BN0709
 BN0709|---------------------------------------------------------------------|
 BN0709| PID    Reference Object                     Distance      Geod. Az  |
 BN0709|                                                           dddmmss.s |
 BN0709| CV3758 BEE AZ MK                                          0550433.0 |
 BN0709| CV3759 BEE RM 1                             53.703 METERS 05858     |
 BN0709| BN0695 LLANO MUNICIPAL STANDPIPE           APPROX.27.0 KM 1330503.2 |
 BN0709| BN0705 VALLEY SPRINGS CH OF CHRIST         APPROX. 8.2 KM 1340006.0 |
 BN0709| CV3760 BEE RM 2                             49.301 METERS 15012     |
 BN0709| CV3761 BEE RM 3                             45.933 METERS 32436     |
 BN0709|---------------------------------------------------------------------|
 BN0709
 BN0709                          SUPERSEDED SURVEY CONTROL
 BN0709
 BN0709  NAD 83(1986)-  30 54 39.26662(N)    098 52 53.49370(W) AD(       ) 1
 BN0709  NAD 27      -  30 54 38.64900(N)    098 52 52.33900(W) AD(       ) 1
 BN0709
 BN0709.Superseded values are not recommended for survey control.
 BN0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0709.See file dsdata.txt to determine how the superseded data were derived.
 BN0709
 BN0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV1132019734(NAD 83)
 BN0709_MARKER: DS = TRIANGULATION STATION DISK
 BN0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0709_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0709
 BN0709  HISTORY     - Date     Condition        Report By
 BN0709  HISTORY     - 1935     MONUMENTED       CGS
 BN0709  HISTORY     - 1956     GOOD             CGS
 BN0709
 BN0709                          STATION DESCRIPTION
 BN0709
 BN0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0709'STATION IS ON LAND OWNED BY JULIUS BAUMAN, 6 MILES E OF
 BN0709'PONTOTOC, 5-1/4 MILES NW OF VALLEY SPRINGS, 3/4 MILE S OF
 BN0709'THE SAN SABA-LLANO COUNTY LINE, 2 MILES SW OF AUGUST BEYER
 BN0709'RANCH HOUSE, ON TOP OF HILL LOCALLY KNOWN AS LONE TREE MOUNTAIN.
 BN0709'
 BN0709'SURFACE, UNDERGROUND AND REFERENCE MARKS NO. 1 AND 3 ARE
 BN0709'STANDARD BRONZE DISKS SET IN CONCRETE.
 BN0709'
 BN0709'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A
 BN0709'DRILL HOLE IN OUTCROPPING BEDROCK.
 BN0709'
 BN0709'REFERENCE MARK NO. 1 IS 53.708 METERS (176.19 FEET) NE OF
 BN0709'STATION AND PROJECTS 8 INCHES.
 BN0709'
 BN0709'REFERENCE MARK NO. 2 IS 49.300 METERS (161.75 FEET) SE OF
 BN0709'STATION, SET IN OUTCROPPING BEDROCK.
 BN0709'
 BN0709'REFERENCE MARK NO. 3 IS 45.930 METERS (150.70 FEET) NW OF
 BN0709'STATION AND PROJECTS 6 INCHES.
 BN0709'
 BN0709'REACHED FROM THE POST OFFICE IN CHEROKEE, GO W ON FIRST STREET
 BN0709'TO S OF POST OFFICE AND FOLLOW MAIN GRADED ROAD WESTWARD
 BN0709'FOR 8.55 MILES TO KUYKENDALL RANCH.  PASS THROUGH YELLOW GATE
 BN0709'AND CONTINUE W ONTO GRADED DIRT ROAD AGAIN FOR 0.25 MILE,
 BN0709'THEN TAKE LEFT FORK OFF OF GRADED ROAD AND FOLLOW PASTURE
 BN0709'ROAD TO SOUTHWARD FOR 2.05 MILES, THEN PASS HOUSE ON RIGHT AND
 BN0709'THROUGH GATE TO S FOR 1.4 MILES TO BEYER RANCH.  TAKE DIM
 BN0709'ROAD FROM WINDMILL TO WSW AND UP HILL FOR 0.4 MILE, THEN
 BN0709'PASS THROUGH PLANK GATE, TURN LEFT AND FOLLOW DIM ROAD S
 BN0709'FOR 0.15 MILE, THEN TAKE RIGHT FORK FOR 0.6 MILE, THEN TURN
 BN0709'LEFT OFF ROAD AT TRIANGULAR BLAZED MESQUITE ON LEFT AND GO
 BN0709'THROUGH PASTURE FOLLOWING RIDGE IN A GENERALLY SW
 BN0709'DIRECTION FOR 1.25 MILES TO HIGHEST POINT OF RIDGE,
 BN0709'TRIANGULAR BLAZED TREE AND STATION.  MARK PROJECTS ABOUT 6
 BN0709'INCHES ABOVE THE SURFACE OF THE GROUND.
 BN0709'
 BN0709'HEIGHT OF LIGHT ABOVE STATION MARK - 29 METERS.
 BN0709
 BN0709                          STATION RECOVERY (1956)
 BN0709
 BN0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0709'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 BN0709'AND FOUND TO BE IN GOOD CONDITION.  AN AZIMUTH MARK WAS
 BN0709'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 BN0709'
 BN0709'THE STATION IS LOCATED ON THE PROPERTY OF MR. A.C. HILLMAN,
 BN0709'ON A HILL LOCALLY KNOWN AS LONE TREE MOUNTAIN.  IT IS ABOUT
 BN0709'6 MILES EAST OF PONTOTOC, 5 MILES NORTHWEST OF VALLEY SPRINGS,
 BN0709'3/4 MILE SOUTH OF THE SAN SABA-LLANO COUNTY LINE AND 2 MILES
 BN0709'SOUTHWEST OF THE AUGUST BEYER RANCH.
 BN0709'
 BN0709'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 734 AND
 BN0709'1659 AT THE WEST EDGE OF VALLEY SPRINGS, GO WESTERLY ON FARM
 BN0709'ROAD 734 FOR 2.55 MILES TO A SIDE ROAD AND CATTLE GUARD ON
 BN0709'THE RIGHT, TURN RIGHT ACROSS THE CATTLE GUARD AND GO 2.1
 BN0709'MILES TO A BOARD GATE AT A RANCH HOME, PASS THROUGH GATE
 BN0709'AND CONTINUE ON THE GRADED ROAD FOR 1.1 MILES TO A FORK,
 BN0709'TAKE THE LEFT ROAD AND GO 0.05 MILE TO A FORK, TAKE THE
 BN0709'LEFT ROAD AND GO 0.85 MILE TO THE RANCH HOME OF MR. HILLMAN
 BN0709'ON THE RIGHT, CONTINUE WEST FOR 0.05 MILE TO A GATE AT A
 BN0709'CORRAL, PASS THROUGH THE GATE, BEAR LEFT TO ANOTHER GATE,
 BN0709'PASS THROUGH GATE AND TURN LEFT ALONG THE FENCE AND GO 0.25
 BN0709'MILE TO A FORK, TAKE THE RIGHT ROAD AND GO WESTERLY FOR
 BN0709'0.65 MILE TO THE HIGHEST POINT IN THE PASTURE AND THE
 BN0709'STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 BN0709'NORTHEAST FOR 0.35 MILE TO THE END OF THE RIDGE AND THE
 BN0709'MARK AS DESCRIBED.
 BN0709'
 BN0709'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BN0709'BEE 1935.
 BN0709'
 BN0709'REFERENCE MARK 1 PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 BN0709'BEE NO 1 1935.
 BN0709'
 BN0709'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK
 BN0709'IS STAMPED BEE NO 2 1935.
 BN0709'
 BN0709'REFERENCE MARK 3 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 BN0709'BEE NO 3 1935.
 BN0709'
 BN0709'THE AZIMUTH MARK IS 2 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE
 BN0709'WITNESS POST.  THE MARK PROJECTS 14 INCHES, AND THE DISK
 BN0709'IS STAMPED BEE 1956.
 BN0709'
 BN0709'HEIGHT OF LIGHT PLATE - 8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6849 ***********************************************************************
 AW6849  DESIGNATION -  BEE
 AW6849  PID         -  AW6849
 AW6849  STATE/COUNTY-  TX/FORT BEND
 AW6849  USGS QUAD   -  DAMON (1980)
 AW6849
 AW6849                         *CURRENT SURVEY CONTROL
 AW6849  ___________________________________________________________________
 AW6849* NAD 83(1993)-  29 20 54.99390(N)    095 40 43.53714(W)     ADJUSTED  
 AW6849* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 AW6849  ___________________________________________________________________
 AW6849  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AW6849  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW6849
 AW6849  HORZ ORDER  -  THIRD
 AW6849
 AW6849.The horizontal coordinates were established by classical geodetic methods
 AW6849.and adjusted by the National Geodetic Survey in February 1996..
 AW6849
 AW6849.The orthometric height was scaled from a topographic map.
 AW6849
 AW6849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6849
 AW6849.The geoid height was determined by GEOID03.
 AW6849
 AW6849;                    North         East     Units Scale Factor Converg.
 AW6849;SPC TXSC     - 4,172,511.275   922,438.700   MT  0.99986327   +1 37 37.6
 AW6849;SPC TXSC     -13,689,314.07  3,026,367.63   sFT  0.99986327   +1 37 37.6
 AW6849;UTM  15      - 3,249,590.781   239,919.607   MT  1.00043474   -1 18 49.2
 AW6849
 AW6849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6849!SPC TXSC     -   1.00000143  x   0.99986327  =   0.99986470
 AW6849!UTM  15      -   1.00000143  x   1.00043474  =   1.00043617
 AW6849
 AW6849|---------------------------------------------------------------------|
 AW6849| PID    Reference Object                     Distance      Geod. Az  |
 AW6849|                                                           dddmmss.s |
 AW6849| CV6005 BEE RM 1                             27.779 METERS 04444     |
 AW6849| CV6006 BEE RM 2                             30.080 METERS 13203     |
 AW6849| CV6004 BEE AZ MK                                          2221947.6 |
 AW6849|---------------------------------------------------------------------|
 AW6849
 AW6849                          SUPERSEDED SURVEY CONTROL
 AW6849
 AW6849  NAD 83(1986)-  29 20 55.00679(N)    095 40 43.51938(W) AD(       ) 3
 AW6849  NAD 27      -  29 20 54.12800(N)    095 40 42.71600(W) AD(       ) 3
 AW6849
 AW6849.Superseded values are not recommended for survey control.
 AW6849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6849.See file dsdata.txt to determine how the superseded data were derived.
 AW6849
 AW6849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3992049591(NAD 83)
 AW6849_MARKER: DS = TRIANGULATION STATION DISK
 AW6849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6849
 AW6849  HISTORY     - Date     Condition        Report By
 AW6849  HISTORY     - 1952     MONUMENTED       CGS
 AW6849  HISTORY     - 1957     MARK NOT FOUND   CGS
 AW6849  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW6849
 AW6849                          STATION DESCRIPTION
 AW6849
 AW6849'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6849'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTHEAST OF NEEDVILLE
 AW6849'AND 5.5 MILES NORTHEAST OF DAMON ON THE ROAD RIGHT-OF-WAY,
 AW6849'50 FEET NORTH OF THE CENTER OF A NORTHEAST-SOUTHWEST GRAVELED
 AW6849'ROAD AND 28 FEET EAST OF THE CENTER OF A DIM TRACK ROAD LEADING
 AW6849'TO A DESERTED FARM.  IT IS STAMPED BEE 1953 AND IS FLUSH
 AW6849'WITH THE GROUND SURFACE.
 AW6849'
 AW6849'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 48 FEET
 AW6849'NORTH OF THE CENTER OF GRAVELED ROAD.  IT IS STAMPED BEE NO
 AW6849'1 1953 AND IS FLUSH WITH THE GROUND SURFACE.
 AW6849'
 AW6849'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 48 FEET
 AW6849'SOUTH OF THE CENTER OF GRAVELED ROAD, 1 FOOT EAST OF A POWER
 AW6849'LINE POLE AND 1 FOOT NORTH OF A FENCE LINE.  IT IS STAMPED
 AW6849'BEE NO 2 1953 AND IS FLUSH WITH THE GROUND SURFACE.
 AW6849'
 AW6849'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL
 AW6849'HOLE IN THE SOUTH HEADWALL OF A CONCRETE CULVERT, 16 FEET
 AW6849'SOUTH OF THE CENTER OF GRAVELED ROAD AND IS STAMPED BEE
 AW6849'1953.
 AW6849'
 AW6849'TO REACH THE STATION FROM THE POST OFFICE IN DAMON, GO EAST
 AW6849'FOR 0.3 MILE TO STATE HIGHWAY 36, TURN LEFT AND GO NORTHWEST
 AW6849'ON STATE HIGHWAY 36 FOR 0.5 MILE TO A CROSSROAD, TURN RIGHT
 AW6849'AND GO NORTHEAST ON GRAVELED ROAD FOR 4.1 MILES TO THE AZIMUTH
 AW6849'MARK ON RIGHT AS DESCRIBED, CONTINUE NORTHEAST FOR 0.5 MILE
 AW6849'TO THE STATION ON LEFT AS DESCRIBED.
 AW6849'
 AW6849'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AW6849
 AW6849                          STATION RECOVERY (1957)
 AW6849
 AW6849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BC)
 AW6849'STATION WAS NOT RECOVERED.  R.M. NO. 2 IN GOOD CONDITION.
 AW6849'R.M. NO. 1 HAS BEEN HIT BY ROAD MACHINERY.
 AW6849
 AW6849                          STATION RECOVERY (1999)
 AW6849
 AW6849'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2717 ***********************************************************************
 CS2717  DESIGNATION -  BEE
 CS2717  PID         -  CS2717
 CS2717  STATE/COUNTY-  TX/ELLIS
 CS2717  USGS QUAD   -  ITALY (1978)
 CS2717
 CS2717                         *CURRENT SURVEY CONTROL
 CS2717  ___________________________________________________________________
 CS2717* NAD 83(1993)-  32 14 13.14846(N)    096 58 33.92525(W)     ADJUSTED  
 CS2717* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 CS2717  ___________________________________________________________________
 CS2717  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 CS2717  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CS2717
 CS2717  HORZ ORDER  -  SECOND
 CS2717
 CS2717.The horizontal coordinates were established by classical geodetic methods
 CS2717.and adjusted by the National Geodetic Survey in February 1996..
 CS2717
 CS2717.The orthometric height was scaled from a topographic map.
 CS2717
 CS2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2717
 CS2717.The geoid height was determined by GEOID03.
 CS2717
 CS2717;                    North         East     Units Scale Factor Converg.
 CS2717;SPC TXNC     - 2,064,285.808   743,618.470   MT  0.99997290   +0 49 52.1
 CS2717;SPC TXNC     - 6,772,577.69  2,439,688.26   sFT  0.99997290   +0 49 52.1
 CS2717;UTM  14      - 3,568,501.290   690,692.963   MT  1.00004845   +1 04 47.7
 CS2717
 CS2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2717!SPC TXNC     -   0.99996951  x   0.99997290  =   0.99994241
 CS2717!UTM  14      -   0.99996951  x   1.00004845  =   1.00001796
 CS2717
 CS2717|---------------------------------------------------------------------|
 CS2717| PID    Reference Object                     Distance      Geod. Az  |
 CS2717|                                                           dddmmss.s |
 CS2717| CX9696 BEE RM 1                             42.294 METERS 06523     |
 CS2717| CX9697 BEE RM 2                             39.776 METERS 16952     |
 CS2717| CX9695 BEE AZ MK                                          2181929.8 |
 CS2717|---------------------------------------------------------------------|
 CS2717
 CS2717                          SUPERSEDED SURVEY CONTROL
 CS2717
 CS2717  NAD 83(1986)-  32 14 13.15578(N)    096 58 33.90521(W) AD(       ) 2
 CS2717  NAD 27      -  32 14 12.62600(N)    096 58 32.90700(W) AD(       ) 2
 CS2717
 CS2717.Superseded values are not recommended for survey control.
 CS2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2717.See file dsdata.txt to determine how the superseded data were derived.
 CS2717
 CS2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA9069368501(NAD 83)
 CS2717_MARKER: DS = TRIANGULATION STATION DISK
 CS2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2717
 CS2717  HISTORY     - Date     Condition        Report By
 CS2717  HISTORY     - 1948     MONUMENTED       CGS
 CS2717  HISTORY     - 1987     GOOD             LOCSUR
 CS2717
 CS2717                          STATION DESCRIPTION
 CS2717
 CS2717'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2717'STATION IS LOCATED ABOUT 8 MILES NORTH OF MILFORD AND 6 MILES
 CS2717'WEST NORTHWEST OF ITALY IN A LARGE BARNYARD OWNED BY MR. BOX.
 CS2717'STATION IS 58 PACES NORTHWEST OF RED SHED AND 109 FEET EAST
 CS2717'OF FENCELINE.  THE STATION MARK IS SET IN BEDROCK SURROUNDED
 CS2717'BY CONCRETE ABOUT 4 INCHES BELOW THE SURFACE AND THE DISK
 CS2717'IS STAMPED BEE 1948.  THERE IS NO SUB SURFACE MARK.
 CS2717'
 CS2717'REFERENCE MARK NO. 1 IS 138.76 FEET EAST OF STATION AND 6
 CS2717'INCHES WEST OF WELL CASING.  THE MARK IS SET IN CONCRETE
 CS2717'AROUND THE WELL CASING WHICH PROJECTS ABOUT 2 INCHES AND
 CS2717'THE DISK IS STAMPED BEE NO 1 1948.
 CS2717'
 CS2717'REFERENCE MARK NO. 2 IS 130.50 FEET SOUTH OF STATION AND 1
 CS2717'FOOT NORTH OF FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES
 CS2717'AND THE DISK IS STAMPED BEE NO 2 1948.
 CS2717'
 CS2717'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHWEST OF STATION,
 CS2717'44 FEET NORTHWEST OF APPROXIMATE CENTERLINE OF GRAVEL ROAD
 CS2717'AT POINT WHERE ROAD CURVES SOUTH, 2 FEET NORTHEAST OF GATE
 CS2717'POST AND 1 FOOT NORTH OF FENCELINE.  THE MARK PROJECTS ABOUT
 CS2717'4 INCHES AND THE DISK IS STAMPED BEE 1948.
 CS2717'
 CS2717'TO REACH STATION FROM RAILROAD DEPOT IN ITALY GO NORTH ON U.S.
 CS2717'HIGHWAY NO. 77 FOR 0.1 MILE TO AN ELECTRIC COTTON GIN ON LEFT.
 CS2717'TURN LEFT AND GO WEST FOLLOWING MAIN GRAVEL ROAD FOR 3.9
 CS2717'MILES TO A T ROAD.  TURN RIGHT CROSSING RAILROAD TRACKS AND
 CS2717'GO 1.2 MILES TO FORKS.  TAKE LEFT FORK AND GO 0.3 MILE TO T
 CS2717'ROAD RIGHT JUST BEFORE GOING UNDER RAILROAD TRACKS, AND TURN
 CS2717'RIGHT AND GO 4.2 MILES TO T ROAD.  TURN LEFT AND GO 0.8 MILE
 CS2717'TO THE FARM OF MR. BOX ON RIGHT* TURN RIGHT TO HOUSE AND PASS
 CS2717'THROUGH GATE INTO BARNYARD AND STATION AS DESCRIBED.
 CS2717'
 CS2717'*TO REACH AZIMUTH FROM THIS POINT CONTINUE SOUTH FOR 0.3 MILE TO
 CS2717'T ROAD.  TURN RIGHT AND GO WEST FOR 0.5 MILE TO AZIMUTH MARK
 CS2717'ON RIGHT AS DESCRIBED.
 CS2717'
 CS2717'A 100 FOOT SIGNAL AT STATION ONION CAN BE SEEN FROM THE GROUND.
 CS2717'
 CS2717'A 74 FOOT SIGNAL AT STATION FORRESTON CAN BE SEEN FROM THE
 CS2717'GROUND.
 CS2717'
 CS2717'A 110 FOOT SIGNAL AT STATION ITALY CAN BE SEEN FROM THE GROUND.
 CS2717'
 CS2717'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CS2717
 CS2717                          STATION RECOVERY (1987)
 CS2717
 CS2717'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (JW)
 CS2717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3122 ***********************************************************************
 CS3122  DESIGNATION -  BEE
 CS3122  PID         -  CS3122
 CS3122  STATE/COUNTY-  TX/BOSQUE
 CS3122  USGS QUAD   -  BRAZOS POINT (1979)
 CS3122
 CS3122                         *CURRENT SURVEY CONTROL
 CS3122  ___________________________________________________________________
 CS3122* NAD 83(1993)-  32 08 40.06287(N)    097 30 27.20067(W)     ADJUSTED  
 CS3122* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 CS3122  ___________________________________________________________________
 CS3122  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 CS3122  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CS3122
 CS3122  HORZ ORDER  -  SECOND
 CS3122
 CS3122.The horizontal coordinates were established by classical geodetic methods
 CS3122.and adjusted by the National Geodetic Survey in February 1996..
 CS3122
 CS3122.The orthometric height was scaled from a topographic map.
 CS3122
 CS3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3122
 CS3122.The geoid height was determined by GEOID03.
 CS3122
 CS3122;                    North         East     Units Scale Factor Converg.
 CS3122;SPC TX C     - 3,278,083.369   966,589.911   MT  1.00008060   +1 27 19.6
 CS3122;SPC TX C     -10,754,845.19  3,171,220.40   sFT  1.00008060   +1 27 19.6
 CS3122;SPC TXNC     - 2,053,426.573   693,630.161   MT  0.99999694   +0 32 28.6
 CS3122;SPC TXNC     - 6,736,950.35  2,275,684.95   sFT  0.99999694   +0 32 28.6
 CS3122;UTM  14      - 3,557,423.886   640,754.821   MT  0.99984433   +0 47 39.1
 CS3122
 CS3122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3122!SPC TX C     -   0.99996839  x   1.00008060  =   1.00004899
 CS3122!SPC TXNC     -   0.99996839  x   0.99999694  =   0.99996533
 CS3122!UTM  14      -   0.99996839  x   0.99984433  =   0.99981272
 CS3122
 CS3122:                Primary Azimuth Mark                     Grid Az
 CS3122:SPC TX C     -  BEE AZ MK                                004 23 43.5
 CS3122:SPC TXNC     -  BEE AZ MK                                005 18 34.5
 CS3122:UTM  14      -  BEE AZ MK                                005 03 24.0
 CS3122
 CS3122|---------------------------------------------------------------------|
 CS3122| PID    Reference Object                     Distance      Geod. Az  |
 CS3122|                                                           dddmmss.s |
 CS3122| CX9692 BEE AZ MK                                          0055103.1 |
 CS3122| CX9693 BEE RM 1                              7.051 METERS 01016     |
 CS3122| CX9694 BEE RM 2                             10.173 METERS 10033     |
 CS3122|---------------------------------------------------------------------|
 CS3122
 CS3122                          SUPERSEDED SURVEY CONTROL
 CS3122
 CS3122  NAD 83(1986)-  32 08 40.06874(N)    097 30 27.17946(W) AD(       ) 2
 CS3122  NAD 27      -  32 08 39.53500(N)    097 30 26.10400(W) AD(       ) 2
 CS3122
 CS3122.Superseded values are not recommended for survey control.
 CS3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3122.See file dsdata.txt to determine how the superseded data were derived.
 CS3122
 CS3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4075557424(NAD 83)
 CS3122_MARKER: DS = TRIANGULATION STATION DISK
 CS3122_SETTING: 66 = SET IN ROCK OUTCROP
 CS3122_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CS3122
 CS3122  HISTORY     - Date     Condition        Report By
 CS3122  HISTORY     - 1944     MONUMENTED       CGS
 CS3122
 CS3122                          STATION DESCRIPTION
 CS3122
 CS3122'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3122'STATION IS LOCATED ABOUT 6.5 MILES W OF BLUM, 5.5 MILES N
 CS3122'OF KOPPERL, AND ON THE EXTREME NW EDGE OF A CEDAR-COVERED
 CS3122'MOUNTAIN KNOWN AS BEE MOUNTAIN THAT LIES IN KIMBALL BEND
 CS3122'OF THE BRAZOS RIVER.  THE MOUNTAIN HAS VERTICAL CLIFFS ON
 CS3122'THE W, N, AND NE SIDES.  THE STATION MARK IS SET 6 FEET E
 CS3122'OF THE W CLIFF AND NEAR A LARGE CREVICE THAT RUNS ALONG
 CS3122'THE W SIDE OF THE CLIFF, AND ABOUT 30 PACES FROM THE N TIP
 CS3122'OF THE MOUNTAIN.
 CS3122'
 CS3122'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 CS3122'HOLES IN OUTCROPPING BEDROCK.  AZIMUTH MARK IS A BRONZE AZIMUTH
 CS3122'DISK SET IN THE TOP OF A CONCRETE POST.
 CS3122'
 CS3122'REFERENCE MARK 1 IS N OF THE STATION, 2 FEET E OF THE W EDGE
 CS3122'OF THE CLIFF.
 CS3122'
 CS3122'REFERENCE MARK 2 IS E OF THE STATION, IN THE BRUSH.
 CS3122'
 CS3122'AZIMUTH MARK IS N OF THE STATION, 1 FOOT W OF THE FENCE LINE,
 CS3122'6 FEET W OF THE LANE, AND 0.1 MILE N OF A SMALL FARMHOUSE.
 CS3122'IT PROJECTS ABOUT 3 INCHES.
 CS3122'
 CS3122'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CS3122'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CS3122'
 CS3122'TO REACH THE STATION FROM THE MAIN INTERSECTION IN KOPPERL, GO
 CS3122'NW ON MAIN ROAD TOWARD KIMBALL FOR 1 MILE TO T-ROAD.  TURN
 CS3122'LEFT AND GO 0.7 MILE TO T-ROAD, TURN RIGHT AND GO 3.1 MILES
 CS3122'TO CROSS ROAD AT KIMBALL.  CONTINUE STRAIGHT AHEAD 0.4 MILE
 CS3122'TO T-ROAD, TURN RIGHT WITH MAIN ROAD AND GO 0.85 MILE TO A
 CS3122'BOARD GATE ON THE LEFT, TURN LEFT THROUGH GATE AND TAKE THE
 CS3122'RIGHT FORK JUST INSIDE THE GATE 0.5 MILE TO THE END OF THE ROAD
 CS3122'AT THE POINT OF THE MOUNTAIN AND THE END OF TRUCK TRAVEL.
 CS3122'PACK S UP TO THE POINT OF THE MOUNTAIN ABOUT 200 YARDS TO THE
 CS3122'STATION.
 CS3122'
 CS3122'TO REACH THE AZIMUTH MARK GO BACK TO THE GATE AND TURN LEFT
 CS3122'ON THE ROAD AND GO 0.8 MILE.  TURN LEFT AND GO 0.4 MILE TO
 CS3122'HOUSE ON THE RIGHT AT THE END OF THE ROAD.  PACK N ALONG
 CS3122'THE FENCE LINE FOR ABOUT 0.1 MILE TO MARK ON THE W SIDE
 CS3122'OF THE FENCE.
 CS3122'
 CS3122'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1615 ***********************************************************************
 FL1615  DESIGNATION -  BEE
 FL1615  PID         -  FL1615
 FL1615  STATE/COUNTY-  TX/ROBERTS
 FL1615  USGS QUAD   -  GARDEN SPRINGS (1971)
 FL1615
 FL1615                         *CURRENT SURVEY CONTROL
 FL1615  ___________________________________________________________________
 FL1615* NAD 83(1993)-  35 57 09.43376(N)    101 00 10.11713(W)     ADJUSTED  
 FL1615* NAVD 88     -       795.     (meters)    2608.     (feet)  SCALED    
 FL1615  ___________________________________________________________________
 FL1615  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 FL1615  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FL1615
 FL1615  HORZ ORDER  -  SECOND
 FL1615
 FL1615.The horizontal coordinates were established by classical geodetic methods
 FL1615.and adjusted by the National Geodetic Survey in February 1996..
 FL1615
 FL1615.The orthometric height was scaled from a topographic map.
 FL1615
 FL1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1615
 FL1615.The geoid height was determined by GEOID03.
 FL1615
 FL1615;                    North         East     Units Scale Factor Converg.
 FL1615;SPC TX N     - 1,216,734.314   244,853.017   MT  0.99995433   +0 17 17.3
 FL1615;SPC TX N     - 3,991,902.50    803,321.94   sFT  0.99995433   +0 17 17.3
 FL1615;UTM  14      - 3,980,547.349   319,372.031   MT  1.00000204   -1 10 34.3
 FL1615
 FL1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1615!SPC TX N     -   0.99987947  x   0.99995433  =   0.99983381
 FL1615!UTM  14      -   0.99987947  x   1.00000204  =   0.99988151
 FL1615
 FL1615|---------------------------------------------------------------------|
 FL1615| PID    Reference Object                     Distance      Geod. Az  |
 FL1615|                                                           dddmmss.s |
 FL1615| CJ6606 BEE RM 1                             16.051 METERS 07708     |
 FL1615| FL0721 C 530                                              2581037.6 |
 FL1615| FL1614 SC 163                               35.768 METERS 34138     |
 FL1615|---------------------------------------------------------------------|
 FL1615
 FL1615                          SUPERSEDED SURVEY CONTROL
 FL1615
 FL1615  NAD 83(1993)-  35 57 09.43424(N)    101 00 10.11690(W) AD(       ) 2
 FL1615  NAD 83(1986)-  35 57 09.44055(N)    101 00 10.10502(W) AD(       ) 2
 FL1615  NAD 27      -  35 57 09.30300(N)    101 00 08.55800(W) AD(       ) 2
 FL1615
 FL1615.Superseded values are not recommended for survey control.
 FL1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1615.See file dsdata.txt to determine how the superseded data were derived.
 FL1615
 FL1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1937280547(NAD 83)
 FL1615_MARKER: DS = TRIANGULATION STATION DISK
 FL1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1615
 FL1615  HISTORY     - Date     Condition        Report By
 FL1615  HISTORY     - 1951     MONUMENTED       CGS
 FL1615
 FL1615                          STATION DESCRIPTION
 FL1615
 FL1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1615'THE STATION IS ABOUT 20 MILES SOUTHEAST OF SPEARMAN, ABOUT 1
 FL1615'MILE NORTH OF THE CANADIAN RIVER.  AND 2 MILES WEST OF THE WILMETH
 FL1615'BROTHERS RANCH HOME.
 FL1615'
 FL1615'TO REACH FROM THE MAIN INTERSECTION IN CANADIAN, GO NORTHEASTERLY
 FL1615'ON U.S. HIGHWAY 60 FOR 2.1 MILES TO THE JUNCTION OF U.S. HIGHWAYS
 FL1615'60 AND 83.  TURN LEFT, ON U.S. HIGHWAY 83 AND GO WEST AND NORTH
 FL1615'FOR 7.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT, WEST, FOLLOW
 FL1615'THE MAIN TRAVELED ROAD ALONG THE NORTH SIDE OF THE CANADIAN
 FL1615'RIVER FOR 18.4 MILES TO THE KILLBREW RANCH BUILDINGS.  CONTINUE
 FL1615'ON MAIN TRAVELED ROAD WESTERLY 10.5 MILES TO A Y-FORK, RIGHT.
 FL1615'COTINUE STRAIGHT AHEAD AND GO 1.05 MILES TO THE WILMETH
 FL1615'BROTHERS RANCH BUILDINGS.  CONTINUE STRAIGHT AHEAD AND GO 0.35
 FL1615'MILE TO A CATTLE GUARD.  CONTINUE STRAIGHT AHEAD FOR 1.6
 FL1615'MILES TO A LOW SANDY RISE AND STATION SITE ON THE LEFT.
 FL1615'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 FL1615'MAIN ROAD 0.2 MILE TO A CATTLE GUARD AND BENCH MARK ON THE
 FL1615'LEFT.
 FL1615'
 FL1615'THE STATION MARK IS STAMPED BEE 1951, AND IS SET FLUSH WITH
 FL1615'THE GROUND.  LOCATED ON THE TOP OF A LOW SANDY RISE 0.2 MILE
 FL1615'EAST OF A CATTLE GUARD.  94 FEET SOUTH OF THE CENTER LINE
 FL1615'OF THE MAIN TRAVELED ROAD.  AND 4 FEET EAST OF A WHITE WITNESS
 FL1615'POST.  IT IS ABOUT 6 FEET HIGHER THAN THE ROAD.
 FL1615'
 FL1615'REFERENCE MARK NO. 1 IS STAMPED BEE NO 1 1951, AND PROJECTS
 FL1615'4 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 FL1615'
 FL1615'REFERENCE MARK NO. 2 IS THE U.S. ENGINEERING DEPARTMENT BRONZE
 FL1615'DISK WHICH IS ABOUT 3 INCHES IN DIAMETER, SET IN A DRILL HOLE
 FL1615'IN A BURIED BLOCK OF STONE WHICH IS FLUSH WITH THE GROUND.
 FL1615'THE MARK IS STAMPED SC - 163, AND IS LOCATED 23 FEET NORTH OF
 FL1615'THE CENTER LINE OF THE MAIN TRAVELED ROAD.  IT IS ABOUT 2
 FL1615'FEET LOWER THAN THE STATION.
 FL1615'
 FL1615'BENCH MARK C-530, THE AZIMUTH MARK, IS A STANDARD BRONZE DISK
 FL1615'SET IN A CONCRETE POST WHICH IS 6 INCHES SQUARE AND PROJECTS
 FL1615'6 INCHES.  THE MARK IS STAMPED C 530 1935.  LOCATED 91 FEET
 FL1615'SOUTH OF THE CENTER OF A CATTLE GUARD.  3 FEET WEST OF A FENCE
 FL1615'LINE.  AND 2 FEET SOUTH OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0933 ***********************************************************************
 BM0933  DESIGNATION -  BEE CAVE
 BM0933  PID         -  BM0933
 BM0933  STATE/COUNTY-  TX/TRAVIS
 BM0933  USGS QUAD   -  BEE CAVE (1986)
 BM0933
 BM0933                         *CURRENT SURVEY CONTROL
 BM0933  ___________________________________________________________________
 BM0933* NAD 83(1993)-  30 19 12.56989(N)    097 59 56.75233(W)     ADJUSTED  
 BM0933* NAVD 88     -       362.8    (meters)    1190.     (feet)  VERTCON   
 BM0933  ___________________________________________________________________
 BM0933  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 BM0933  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 BM0933
 BM0933  HORZ ORDER  -  FIRST
 BM0933
 BM0933.The horizontal coordinates were established by classical geodetic methods
 BM0933.and adjusted by the National Geodetic Survey in February 1996..
 BM0933
 BM0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0933
 BM0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0933
 BM0933.The geoid height was determined by GEOID03.
 BM0933
 BM0933;                    North         East     Units Scale Factor Converg.
 BM0933;SPC TX C     - 3,074,799.164   924,467.974   MT  0.99995190   +1 12 08.2
 BM0933;SPC TX C     -10,087,903.59  3,033,025.34   sFT  0.99995190   +1 12 08.2
 BM0933;UTM  14      - 3,354,686.682   596,225.739   MT  0.99971423   +0 30 19.2
 BM0933
 BM0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0933!SPC TX C     -   0.99994697  x   0.99995190  =   0.99989888
 BM0933!UTM  14      -   0.99994697  x   0.99971423  =   0.99966122
 BM0933
 BM0933|---------------------------------------------------------------------|
 BM0933| PID    Reference Object                     Distance      Geod. Az  |
 BM0933|                                                           dddmmss.s |
 BM0933| CV3766 BEE CAVE RM 1                        18.121 METERS 07849     |
 BM0933| BM0932 DISTRICT 14 WATER TANK              APPROX.10.8 KM 1320824.5 |
 BM0933| BM0925 CEDAR VALLEY MICROWAVE KKK 89       APPROX.14.6 KM 1801307.6 |
 BM0933| CV3767 BEE CAVE RM 2                         9.715 METERS 26020     |
 BM0933| CV3765 BEE CAVE AZ MK                                     2804904.7 |
 BM0933|---------------------------------------------------------------------|
 BM0933
 BM0933                          SUPERSEDED SURVEY CONTROL
 BM0933
 BM0933  NAD 83(1986)-  30 19 12.58363(N)    097 59 56.73699(W) AD(       ) 1
 BM0933  NAD 27      -  30 19 11.85406(N)    097 59 55.69888(W) AD(       ) 1
 BM0933  NGVD 29 (07/19/86)  362.7    (m)         1190.     (f) VERT ANG       
 BM0933
 BM0933.Superseded values are not recommended for survey control.
 BM0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0933.See file dsdata.txt to determine how the superseded data were derived.
 BM0933
 BM0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9622654687(NAD 83)
 BM0933_MARKER: DS = TRIANGULATION STATION DISK
 BM0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0933+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BM0933
 BM0933  HISTORY     - Date     Condition        Report By
 BM0933  HISTORY     - 1967     MONUMENTED       CGS
 BM0933  HISTORY     - 1986     GOOD
 BM0933  HISTORY     - 20010224 GOOD             USPSQD
 BM0933
 BM0933                          STATION DESCRIPTION
 BM0933
 BM0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0933'THE STATION IS LOCATED 13 MILES WEST OF AUSTIN, 3-1/2 MILES
 BM0933'WEST-NORTH-WEST OF BEE CAVE, 3-1/2 MILES SOUTH OF LAKE TRAVIS
 BM0933'AND ON A HIGH HILL ON PROPERTY OWNED BY THE O. H. DAVENPORT ESTATE.
 BM0933'
 BM0933'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71
 BM0933'AND FARM ROAD 620 IN THE NORTHWEST EDGE OF BEE CAVE, GO WESTERLY
 BM0933'ON STATE HIGHWAY 71 FOR 3.3 MILE TO A DRIVEWAY ON THE
 BM0933'RIGHT.  (CONTINUE WESTERLY ON STATE HIGHWAY 71 FOR 0.55 MILE
 BM0933'TO THE AZIMUTH MARK ON THE LEFT.) TURN RIGHT UP HILL AND
 BM0933'CROSSING OVER A CATTLE GUARD AND GO 0.15 MILE TO A HOUSE ON THE
 BM0933'RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 BM0933'
 BM0933'THE STATION MARK IS A STANDARD DISK, STAMPED BEE CAVE 1967, SET
 BM0933'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 BM0933'WITH THE GROUND SURFACE.  IT IS 82 FEET NORTH-NORTHWEST OF THE
 BM0933'NORTHEAST CORNER OF A BARN, 44 FEET WEST-NORTHWEST OF THE
 BM0933'SOUTHWEST CORNER OF A CAR PORT, 39 FEET WEST-NORTHWEST OF THE
 BM0933'NORTHWEST CORNER OF THE CAR PORT AND 35 FEET EAST OF A FENCE
 BM0933'CORNER POST.
 BM0933'
 BM0933'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEE CAVE NO 1 1967,
 BM0933'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BM0933'2-INCHES.  IT IS 23 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER
 BM0933'OF THE CAR PORT, 17.5 FEET NORTH-NORTHWEST OF THE NORTHEAST
 BM0933'CORNER OF THE CAR PORT AND 17 FEET WEST OF A Y-FORKED 12-INCH
 BM0933'TREE.
 BM0933'
 BM0933'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEE CAVE NO 2 1967,
 BM0933'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 BM0933'FLUSH WITH THE GROUND SURFACE.  IT IS 70 FEET NORTH-NORTHWEST
 BM0933'OF THE NORTHEAST CORNER OF THE BARN, 53 FEET NORTH-NORTHEAST
 BM0933'OF THE NORTHWEST CORNER OF THE BARN AND 3.7 FEET NORTH-NORTHEAST
 BM0933'OF A FENCE CORNER POST.
 BM0933'
 BM0933'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BEE CAVE 1967,
 BM0933'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT
 BM0933'IS 51 FEET NORTH-NORTHEAST OF A FENCE, 44 FEET NORTH-NORTHWEST
 BM0933'OF A 10-INCH OAK TREE AND 40 FEET SOUTH-SOUTHWEST OF THE
 BM0933'CENTER OF STATE HIGHWAY 71.
 BM0933
 BM0933                          STATION RECOVERY (1986)
 BM0933
 BM0933'RECOVERED 1986
 BM0933'RECOVERED IN GOOD CONDITION.
 BM0933
 BM0933                          STATION RECOVERY (2001)
 BM0933
 BM0933'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 BM0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2385 ***********************************************************************
 AN2385  SACS        -  This is a Secondary Airport Control Station.
 AN2385  DESIGNATION -  BEEPORT
 AN2385  PID         -  AN2385
 AN2385  STATE/COUNTY-  TX/BEE
 AN2385  USGS QUAD   -  CLAREVILLE (1979)
 AN2385
 AN2385                         *CURRENT SURVEY CONTROL
 AN2385  ___________________________________________________________________
 AN2385* NAD 83(1993)-  28 21 53.58335(N)    097 47 40.75352(W)     ADJUSTED  
 AN2385* NAVD 88     -        80.30   (meters)     263.5    (feet)  GPS OBS   
 AN2385  ___________________________________________________________________
 AN2385  X           -    -761,750.233 (meters)                     COMP
 AN2385  Y           -  -5,564,773.986 (meters)                     COMP
 AN2385  Z           -   3,012,174.050 (meters)                     COMP
 AN2385  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AN2385  ELLIP HEIGHT-          53.47  (meters)          (03/15/01) GPS OBS
 AN2385  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN2385
 AN2385  HORZ ORDER  -  FIRST
 AN2385  ELLP ORDER  -  FOURTH    CLASS II
 AN2385
 AN2385.This mark is at Beeville Muni (3R0) Airport (3R0)
 AN2385
 AN2385.The horizontal coordinates were established by GPS observations
 AN2385.and adjusted by the National Geodetic Survey in March 1997..
 AN2385
 AN2385.The orthometric height was determined by GPS observations and a
 AN2385.high-resolution geoid model.
 AN2385
 AN2385.GPS derived orthometric heights for airport stations designated as
 AN2385.PACS or SACS are published to 2 decimal places.  This maintains
 AN2385.centimeter relative accuracy between the PACS and SACS.  It does
 AN2385.not indicate centimeter accuracy relative to other marks which are
 AN2385.part of the NAVD 88 network.
 AN2385
 AN2385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2385
 AN2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2385
 AN2385.The ellipsoidal height was determined by GPS observations
 AN2385.and is referenced to NAD 83.
 AN2385
 AN2385.The geoid height was determined by GEOID03.
 AN2385
 AN2385;                    North         East     Units Scale Factor Converg.
 AN2385;SPC TXSC     - 4,059,521.655   718,156.884   MT  1.00000535   +0 35 25.9
 AN2385;SPC TXSC     -13,318,613.96  2,356,153.04   sFT  1.00000535   +0 35 25.9
 AN2385;UTM  14      - 3,138,213.856   618,115.895   MT  0.99977218   +0 34 21.8
 AN2385
 AN2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2385!SPC TXSC     -   0.99999160  x   1.00000535  =   0.99999695
 AN2385!UTM  14      -   0.99999160  x   0.99977218  =   0.99976378
 AN2385
 AN2385:                Primary Azimuth Mark                     Grid Az
 AN2385:SPC TXSC     -  BEEPORT AZ MK                            129 23 22.8
 AN2385:UTM  14      -  BEEPORT AZ MK                            129 24 26.9
 AN2385
 AN2385|---------------------------------------------------------------------|
 AN2385| PID    Reference Object                     Distance      Geod. Az  |
 AN2385|                                                           dddmmss.s |
 AN2385| AN2386 BEEPORT AZ MK                       APPROX. 1.2 KM 1295848.7 |
 AN2385|---------------------------------------------------------------------|
 AN2385
 AN2385                          SUPERSEDED SURVEY CONTROL
 AN2385
 AN2385  ELLIP H (03/17/97)   53.59   (m)                       GP(       ) 4 2
 AN2385  NAD 83(1993)-  28 21 53.58514(N)    097 47 40.75420(W) AD(       ) 3
 AN2385  ELLIP H (02/16/96)   53.46   (m)                       GP(       ) 5 1
 AN2385  NAD 83(1986)-  28 21 53.59160(N)    097 47 40.73745(W) AD(       ) 3
 AN2385  NAD 27      -  28 21 52.63531(N)    097 47 39.73030(W) AD(       ) 3
 AN2385  NGVD 29 (12/08/88)   80.3    (m)          263.     (f) GPS OBS        
 AN2385
 AN2385.Superseded values are not recommended for survey control.
 AN2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2385.See file dsdata.txt to determine how the superseded data were derived.
 AN2385
 AN2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1811638214(NAD 83)
 AN2385_MARKER: I = METAL ROD
 AN2385_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN2385_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN2385_STAMPING: BEEPORT
 AN2385_MARK LOGO: NGS   
 AN2385_PROJECTION: FLUSH
 AN2385_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2385+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1995
 AN2385_ROD/PIPE-DEPTH: 56.0 meters
 AN2385_SLEEVE-DEPTH  : 0.76 meters
 AN2385
 AN2385  HISTORY     - Date     Condition        Report By
 AN2385  HISTORY     - 1988     MONUMENTED       NGS
 AN2385  HISTORY     - 19950126 GOOD             NGS
 AN2385
 AN2385                          STATION DESCRIPTION
 AN2385
 AN2385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AN2385'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHWEST OF BEEVILLE AT
 AN2385'THE BEEVILLE MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF BEEVILLE, C/O
 AN2385'GEORGE DRAGOON, ROUTE 1 BOX 238 W, BEEVILLE TX. 78102.
 AN2385'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND US
 AN2385'HIGHWAYBUISNESS ROUTE 181 AT THE COURTHOUSE IN BEEVILLE.  GO
 AN2385'SOUTHWEST ON US HIGHWAY 59 FOR 6.3 KM (3.90 MI) TO THE AIRPORT
 AN2385'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST ON THE ENTRANCE ROAD
 AN2385'FOR 0.5 KM (0.30 MI) TO THE OFFICE AND A GATE.  PASS THROUGH THE GATE
 AN2385'AND GO SOUTHWEST ACROSS THE APRON TO A TAXIWAY.  TURN LEFT, SOUTHEAST
 AN2385'ALONG THE TAXIWAY FOR 0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT,
 AN2385'AT THE JUNCTION WITH THE RUNWAY.
 AN2385'THE STATION IS SET 19.7 M (64.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 AN2385'RUNWAY, 14.0 M (45.9 FT) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY,
 AN2385'AND 5.6 M (18.4 FT) NORTH OF A TAXI INDICATOR SIGN.
 AN2385'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AN2385'DESCRIBED BY B.L.L.
 AN2385
 AN2385                          STATION RECOVERY (1995)
 AN2385
 AN2385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AN2385'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) SOUTHWEST OF BEEVILLE AT
 AN2385'THE BEEVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BEEVILLE, GEORGE
 AN2385'DRAGOON, ROUTE 1 BOX 238 W, BEEVILLE TX, 78102.  TO REACH THE STATION
 AN2385'FROM THE JUNCTION U.S.  HIGHWAY 59 AND U.S.  HIGHWAY BUSINESS ROUTE
 AN2385'181 AT THE COURTHOUSE IN BEEVILLE.  GO SOUTHWEST ON U.S.  HIGHWAY 59
 AN2385'FOR 6.3 KM (3.90 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 AN2385'SOUTHEASTERLY ON THE ENTRANCE ROAD FOR 0.5 KM (0.30 MI) TO THE AIRPORT
 AN2385'OFFICE.  GO SOUTHWESTERLY ACROSS THE APRON TO A PARALLEL TAXIWAY.
 AN2385'TURN LEFT, SOUTHEAST ALONG THE PARALLEL TAXIWAY FOR 0.3 KM (0.20 MI)
 AN2385'TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.  THE
 AN2385'STATION IS LOCATED 19.7 M (64.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 AN2385'RUNWAY, 14.0 M (45.9 FT) NORTHWEST OF THE CENTERLINE PARALLEL TAXIWAY
 AN2385'AND 5.6 M (18.4 FT) NORTH OF A LIGHTED TAXI INDICATOR SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2386 ***********************************************************************
 AN2386  PACS        -  This is a Primary Airport Control Station.
 AN2386  DESIGNATION -  BEEPORT AZ MK
 AN2386  PID         -  AN2386
 AN2386  STATE/COUNTY-  TX/BEE
 AN2386  USGS QUAD   -  CLAREVILLE (1979)
 AN2386
 AN2386                         *CURRENT SURVEY CONTROL
 AN2386  ___________________________________________________________________
 AN2386* NAD 83(1993)-  28 21 29.32582(N)    097 47 08.05130(W)     ADJUSTED  
 AN2386* NAVD 88     -        73.88   (meters)     242.4    (feet)  GPS OBS   
 AN2386  ___________________________________________________________________
 AN2386  X           -    -760,915.244 (meters)                     COMP
 AN2386  Y           -  -5,565,240.543 (meters)                     COMP
 AN2386  Z           -   3,011,513.858 (meters)                     COMP
 AN2386  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AN2386  ELLIP HEIGHT-          47.03  (meters)          (10/24/00) GPS OBS
 AN2386  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN2386
 AN2386  HORZ ORDER  -  B
 AN2386  ELLP ORDER  -  FOURTH    CLASS II
 AN2386
 AN2386.This mark is at Beeville Muni (3R0) Airport (3R0)
 AN2386
 AN2386.The horizontal coordinates were established by GPS observations
 AN2386.and adjusted by the National Geodetic Survey in February 1996..
 AN2386
 AN2386.The orthometric height was determined by GPS observations and a
 AN2386.high-resolution geoid model.
 AN2386
 AN2386.GPS derived orthometric heights for airport stations designated as
 AN2386.PACS or SACS are published to 2 decimal places.  This maintains
 AN2386.centimeter relative accuracy between the PACS and SACS.  It does
 AN2386.not indicate centimeter accuracy relative to other marks which are
 AN2386.part of the NAVD 88 network.
 AN2386
 AN2386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2386
 AN2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2386
 AN2386.The ellipsoidal height was determined by GPS observations
 AN2386.and is referenced to NAD 83.
 AN2386
 AN2386.The geoid height was determined by GEOID03.
 AN2386
 AN2386;                    North         East     Units Scale Factor Converg.
 AN2386;SPC TXSC     - 4,058,784.140   719,055.082   MT  1.00000732   +0 35 41.9
 AN2386;SPC TXSC     -13,316,194.30  2,359,099.88   sFT  1.00000732   +0 35 41.9
 AN2386;UTM  14      - 3,137,476.231   619,013.653   MT  0.99977481   +0 34 36.8
 AN2386
 AN2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2386!SPC TXSC     -   0.99999261  x   1.00000732  =   0.99999993
 AN2386!UTM  14      -   0.99999261  x   0.99977481  =   0.99976742
 AN2386
 AN2386:                Primary Azimuth Mark                     Grid Az
 AN2386:SPC TXSC     -  3R0 A                                    309 15 49.8
 AN2386:UTM  14      -  3R0 A                                    309 16 54.9
 AN2386
 AN2386|---------------------------------------------------------------------|
 AN2386| PID    Reference Object                     Distance      Geod. Az  |
 AN2386|                                                           dddmmss.s |
 AN2386| AC6791 3R0 A                               APPROX. 0.6 KM 3095131.7 |
 AN2386| AN2385 BEEPORT                             APPROX. 1.2 KM 3095904.3 |
 AN2386|---------------------------------------------------------------------|
 AN2386
 AN2386                          SUPERSEDED SURVEY CONTROL
 AN2386
 AN2386  ELLIP H (02/20/96)   47.16   (m)                       GP(       ) 3 2
 AN2386  NAD 83(1993)-  28 21 29.32757(N)    097 47 08.05150(W) AD(       ) 3
 AN2386  ELLIP H (02/16/96)   47.04   (m)                       GP(       ) 5 1
 AN2386  NAD 83(1986)-  28 21 29.33396(N)    097 47 08.03478(W) AD(       ) 3
 AN2386  NAD 27      -  28 21 28.37678(N)    097 47 07.02866(W) AD(       ) 3
 AN2386  NGVD 29 (12/08/88)   73.9    (m)          242.     (f) GPS OBS        
 AN2386
 AN2386.Superseded values are not recommended for survey control.
 AN2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2386.See file dsdata.txt to determine how the superseded data were derived.
 AN2386
 AN2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1901437476(NAD 83)
 AN2386_MARKER: I = METAL ROD
 AN2386_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN2386_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN2386_STAMPING: BEEPORT AZ MK 1988
 AN2386_MARK LOGO: NGS   
 AN2386_PROJECTION: FLUSH
 AN2386_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2386+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1995
 AN2386_ROD/PIPE-DEPTH: 6.58 meters
 AN2386_SLEEVE-DEPTH  : 0.76 meters
 AN2386
 AN2386  HISTORY     - Date     Condition        Report By
 AN2386  HISTORY     - 1988     MONUMENTED       NGS
 AN2386  HISTORY     - 19881202 GOOD             NGS
 AN2386  HISTORY     - 19950126 GOOD             NGS
 AN2386  HISTORY     - 19950127 GOOD             NGS
 AN2386
 AN2386                          STATION DESCRIPTION
 AN2386
 AN2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AN2386'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHWEST OF BEEVILLE AT
 AN2386'THE BEEVILLE MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF BEEVILLE, C/O
 AN2386'GEORGE DRAGOON, ROUTE 1 BOX 238 W, BEEVILLE TX. 78102.
 AN2386'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND US HIGHWAY
 AN2386'BUISNESS ROUTE 181 AT THE COURTHOUSE IN BEEVILLE.  GO SOUTHWEST ON US
 AN2386'HIGHWAY 59 FOR 6.3 KM (3.90 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 AN2386'LEFT.  TURN LEFT, SOUTHEAST ON THE ENTRANCE ROAD FOR 0.5 KM (0.30 MI)
 AN2386'TO THE OFFICE AND A GATE.  PASS THROUGH THE GATE AND GO SOUTHWEST
 AN2386'ACROSS THE APRON TO A TAXIWAY.  TURN LEFT, SOUTHEAST ALONG THE
 AN2386'TAXIWAY FOR 0.3 KM (0.20 MI) TO THE JUNCTION OF THE RUNWAY. TURN
 AN2386'LEFT, SOUTHEAST ALONG THE RUNWAY FOR 1.2 KM (0.75 MI) TO THE AZIMUTH
 AN2386'ON THE LEFT.
 AN2386'THE STATION IS SET 39.4 M (129.3 FT) NORTHEAST OF THE CENTERLINE OF
 AN2386'THE RUNWAY, AND 3.5 M (11.5 FT) NORTHWEST OF THE NORTH CORNER OF THE
 AN2386'HOLDING AREA ON THE RUNWAY.
 AN2386'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AN2386'DESCRIBED BY B.L.L.
 AN2386
 AN2386                          STATION RECOVERY (1988)
 AN2386
 AN2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AN2386'RECOVERED IN GOOD CONDITION.
 AN2386
 AN2386                          STATION RECOVERY (1995)
 AN2386
 AN2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AN2386'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) SOUTHWEST OF BEEVILLE AT
 AN2386'THE BEEVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BEEVILLE, GEORGE
 AN2386'DRAGOON, ROUTE 1 BOX 238 W, BEEVILLE TX, 78102.  TO REACH THE STATION
 AN2386'FROM THE JUNCTION U.S.  HIGHWAY 59 AND U.S.  HIGHWAY BUSINESS ROUTE
 AN2386'181 AT THE COURTHOUSE IN BEEVILLE.  GO SOUTHWEST ON U.S.  HIGHWAY 59
 AN2386'FOR 6.3 KM (3.90 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 AN2386'SOUTHEASTERLY ON THE ENTRANCE ROAD FOR 0.5 KM (0.30 MI) TO THE AIRPORT
 AN2386'OFFICE.  GO SOUTHWESTERLY ACROSS THE APRON TO A PARALLEL TAXIWAY.
 AN2386'TURN LEFT, SOUTHEAST ALONG THE PARALLEL TAXIWAY FOR 0.3 KM (0.20 MI)
 AN2386'TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTHEAST ALONG THE RUNWAY
 AN2386'FOR 1.2 KM (0.75 MI) TO THE STATION ON THE LEFT NEAR THE NORTH CORNER
 AN2386'OF THE RUN-UP PAD.  THE STATION IS LOCATED 39.4 M (129.3 FT) NORTHEAST
 AN2386'OF THE CENTERLINE OF THE RUNWAY AND 3.5 M (11.5 FT) NORTHWEST OF THE
 AN2386'NORTH CORNER OF THE RUN-UP PAD.  THIS IS A PAC STATION.
 AN2386
 AN2386                          STATION RECOVERY (1995)
 AN2386
 AN2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AN2386'THE STATION IS LOCATED ABOUT 6.0 KM (3.70 MI) SOUTHWEST OF BEEVILLE AT
 AN2386'THE BEEVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BEEVILLE, GEORGE
 AN2386'DRAGOON, ROUTE 1 BOX 238 W, BEEVILLE TX, 78102.  TO REACH THE STATION
 AN2386'FROM THE JUNCTION U.S.  HIGHWAY 59 AND U.S.  HIGHWAY BUSINESS ROUTE
 AN2386'181 AT THE COURTHOUSE IN BEEVILLE.  GO SOUTHWEST ON U.S.  HIGHWAY 59
 AN2386'FOR 6.3 KM (3.90 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 AN2386'SOUTHEASTERLY ON THE ENTRANCE ROAD FOR 0.5 KM (0.30 MI) TO THE AIRPORT
 AN2386'OFFICE.  GO SOUTHWESTERLY ACROSS THE APRON TO A PARALLEL TAXIWAY.
 AN2386'TURN LEFT, SOUTHEAST ALONG THE PARALLEL TAXIWAY FOR 0.3 KM (0.20 MI)
 AN2386'TO THE JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTHEAST ALONG THE RUNWAY
 AN2386'FOR 1.2 KM (0.75 MI) TO THE STATION ON THE LEFT NEAR THE NORTH CORNER
 AN2386'OF THE RUN-UP PAD.  THE STATION IS LOCATED 39.4 M (129.3 FT) NORTHEAST
 AN2386'OF THE CENTERLINE OF THE RUNWAY AND 3.5 M (11.5 FT) NORTHWEST OF THE
 AN2386'NORTH CORNER OF THE RUN-UP PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1970 ***********************************************************************
 FL1970  DESIGNATION -  BEETIE
 FL1970  PID         -  FL1970
 FL1970  STATE/COUNTY-  TX/WHEELER
 FL1970  USGS QUAD   -  SPRING CREEK (1962)
 FL1970
 FL1970                         *CURRENT SURVEY CONTROL
 FL1970  ___________________________________________________________________
 FL1970* NAD 83(1993)-  35 29 19.45295(N)    100 23 42.25633(W)     ADJUSTED  
 FL1970* NAVD 88     -       793.     (meters)    2602.     (feet)  SCALED    
 FL1970  ___________________________________________________________________
 FL1970  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 FL1970  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 FL1970
 FL1970  HORZ ORDER  -  SECOND
 FL1970
 FL1970.The horizontal coordinates were established by classical geodetic methods
 FL1970.and adjusted by the National Geodetic Survey in February 1996..
 FL1970
 FL1970.The orthometric height was scaled from a topographic map.
 FL1970
 FL1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1970
 FL1970.The geoid height was determined by GEOID03.
 FL1970
 FL1970;                    North         East     Units Scale Factor Converg.
 FL1970;SPC TX N     - 1,165,715.827   300,252.563   MT  0.99991164   +0 38 25.2
 FL1970;SPC TX N     - 3,824,519.34    985,078.62   sFT  0.99991164   +0 38 25.2
 FL1970;UTM  14      - 3,928,138.809   373,454.897   MT  0.99979734   -0 48 36.0
 FL1970
 FL1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1970!SPC TX N     -   0.99987970  x   0.99991164  =   0.99979135
 FL1970!UTM  14      -   0.99987970  x   0.99979734  =   0.99967706
 FL1970
 FL1970|---------------------------------------------------------------------|
 FL1970| PID    Reference Object                     Distance      Geod. Az  |
 FL1970|                                                           dddmmss.s |
 FL1970| CK8905 BEETIE RM 1                           6.348 METERS 11955     |
 FL1970| FL1971 BEETIE 2                              8.891 METERS 21130     |
 FL1970| CK8906 BEETIE RM 2                           4.609 METERS 29837     |
 FL1970| CK8904 BEETIE AZ MK                                       2995720.1 |
 FL1970| CK8907 BEETIE 2 AZ MK                                     3001629.7 |
 FL1970| FL1904 MOBEETIE METHODIST CH SPIRE         APPROX. 6.4 KM 3215424.1 |
 FL1970| FL1901 MOBEETIE KIMBELL MILLING ELEV       APPROX. 6.7 KM 3243400.3 |
 FL1970|---------------------------------------------------------------------|
 FL1970
 FL1970                          SUPERSEDED SURVEY CONTROL
 FL1970
 FL1970  NAD 83(1993)-  35 29 19.45392(N)    100 23 42.25610(W) AD(       ) 2
 FL1970  NAD 83(1986)-  35 29 19.45745(N)    100 23 42.24588(W) AD(       ) 2
 FL1970  NAD 27      -  35 29 19.28800(N)    100 23 40.79000(W) AD(       ) 2
 FL1970
 FL1970.Superseded values are not recommended for survey control.
 FL1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1970.See file dsdata.txt to determine how the superseded data were derived.
 FL1970
 FL1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7345528139(NAD 83)
 FL1970_MARKER: DS = TRIANGULATION STATION DISK
 FL1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1970
 FL1970  HISTORY     - Date     Condition        Report By
 FL1970  HISTORY     - 1951     MONUMENTED       CGS
 FL1970  HISTORY     - 1955     GOOD             CGS
 FL1970
 FL1970                          STATION DESCRIPTION
 FL1970
 FL1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1970'THE STATION IS ABOUT 7-1/2 MILES AIR LINE WEST-NORTHWEST OF
 FL1970'WHEELER.  3 MILES SOUTHEAST OF OLD MOBEETIE.  15 METERS SOUTH OF
 FL1970'THE CENTER LINE OF STATE HIGHWAY 152.  13 METERS EAST OF A
 FL1970'TELEPHONE POLE WITH A TRIANGLE BLAZE AND 2 METERS WEST OF A WHITE
 FL1970'WITNESS POST.  THE STATION MARK, STAMPED BEETIE 1951, IS A
 FL1970'BRONZE DISK SET IN A 1-FOOT SQUARE CONCRETE POST WHICH IS FLUSH
 FL1970'WITH THE GROUND.
 FL1970'
 FL1970'REFERENCE MARK NO. 1, STAMPED BEETIE NO 1 1951, IS A BRONZE
 FL1970'DISK SET IN A 1-FOOT SQUARE CONCRETE POST WHICH IS FLUSH WITH
 FL1970'THE GROUND AND 3 FEET SOUTH OF THE TELEPHONE LINE.
 FL1970'
 FL1970'REFERENCE MARK NO. 2, STAMPED BEETIE NO 2 1951, IS A BRONZE
 FL1970'DISK SET IN A 1-FOOT SQUARE CONCRETE POST WHICH IS FLUSH WITH
 FL1970'THE GROUND AND 3 FEET SOUTH OF THE TELEPHONE LINE.
 FL1970'
 FL1970'THE AZIMUTH MARK, STAMPED BEETIE 1951, IS A BRONZE DISK SET
 FL1970'IN A 1-FOOT SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FL1970'IT IS 47 YARDS EAST OF THE NORTH END OF A CONCRETE CULVERT.  15
 FL1970'YARDS NORTH OF THE CENTER LINE OF STATE HIGHWAY 152.  5 FEET
 FL1970'EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF THE FENCE
 FL1970'LINE.
 FL1970'
 FL1970'TO REACH THE STATION FROM THE POINT WHERE THE ROAD BETWEEN
 FL1970'OLD MOBEETIE AND NEW MOBEETIE CROSSES STATE HIGHWAY 152, GO
 FL1970'SOUTHEASTERLY ON STATE HIGHWAY 152 FOR 03.1 MILES TO THE AZIMUTH
 FL1970'MARK ON THE LEFT.  CONTINUE 0.5 MILE TO THE STATION ON THE RIGHT.
 FL1970
 FL1970                          STATION RECOVERY (1955)
 FL1970
 FL1970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 FL1970'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 FL1970'DESCRIBED.  BEETIE 2 1955 WAS ESTABLISHED IN THE NEAR VICINITY
 FL1970'AND ALL OF THE MARKS FOR STATION BEETIE 1951 WERE DESTROYED
 FL1970'TO CLEAR NEW HIGHWAY CONSTRUCTION AREAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1971 ***********************************************************************
 FL1971  DESIGNATION -  BEETIE 2
 FL1971  PID         -  FL1971
 FL1971  STATE/COUNTY-  TX/WHEELER
 FL1971  USGS QUAD   -  SPRING CREEK (1962)
 FL1971
 FL1971                         *CURRENT SURVEY CONTROL
 FL1971  ___________________________________________________________________
 FL1971* NAD 83(1993)-  35 29 19.20695(N)    100 23 42.44059(W)     ADJUSTED  
 FL1971* NAVD 88     -       793.     (meters)    2602.     (feet)  SCALED    
 FL1971  ___________________________________________________________________
 FL1971  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 FL1971  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 FL1971
 FL1971  HORZ ORDER  -  THIRD
 FL1971
 FL1971.The horizontal coordinates were established by classical geodetic methods
 FL1971.and adjusted by the National Geodetic Survey in February 1996..
 FL1971.No horizontal observational check was made to the station.
 FL1971
 FL1971.The orthometric height was scaled from a topographic map.
 FL1971
 FL1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1971
 FL1971.The geoid height was determined by GEOID03.
 FL1971
 FL1971;                    North         East     Units Scale Factor Converg.
 FL1971;SPC TX N     - 1,165,708.194   300,248.004   MT  0.99991164   +0 38 25.1
 FL1971;SPC TX N     - 3,824,494.30    985,063.66   sFT  0.99991164   +0 38 25.1
 FL1971;UTM  14      - 3,928,131.295   373,450.147   MT  0.99979736   -0 48 36.1
 FL1971
 FL1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1971!SPC TX N     -   0.99987970  x   0.99991164  =   0.99979135
 FL1971!UTM  14      -   0.99987970  x   0.99979736  =   0.99967708
 FL1971
 FL1971|---------------------------------------------------------------------|
 FL1971| PID    Reference Object                     Distance      Geod. Az  |
 FL1971|                                                           dddmmss.s |
 FL1971| FL1970 BEETIE                                8.891 METERS 03130     |
 FL1971| CK8908 BEETIE 2 RM 1                        13.716 METERS 20659     |
 FL1971| CK8909 BEETIE 2 RM 2                        16.590 METERS 29436     |
 FL1971| CK8904 BEETIE AZ MK                                       3003132.6 |
 FL1971| CK8907 BEETIE 2 AZ MK                                     3005035.9 |
 FL1971|---------------------------------------------------------------------|
 FL1971
 FL1971                          SUPERSEDED SURVEY CONTROL
 FL1971
 FL1971  NAD 83(1993)-  35 29 19.20793(N)    100 23 42.44036(W) AD(       ) 3
 FL1971  NAD 83(1986)-  35 29 19.21146(N)    100 23 42.43014(W) AD(       ) 3
 FL1971  NAD 27      -  35 29 19.04200(N)    100 23 40.97400(W) AD(       ) 3
 FL1971
 FL1971.Superseded values are not recommended for survey control.
 FL1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1971.See file dsdata.txt to determine how the superseded data were derived.
 FL1971
 FL1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7345028131(NAD 83)
 FL1971_MARKER: DS = TRIANGULATION STATION DISK
 FL1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1971
 FL1971  HISTORY     - Date     Condition        Report By
 FL1971  HISTORY     - 1955     MONUMENTED       CGS
 FL1971
 FL1971                          STATION DESCRIPTION
 FL1971
 FL1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 FL1971'THE STATION IS ABOUT 7-1/2 MILES AIRLINE WEST-NORTHWEST OF
 FL1971'WHEELER, 3 MILES SOUTHEAST OF OLD MOBEETIE, ABOUT 5 FEET
 FL1971'SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF HIGHWAY NO. 152, ON
 FL1971'A DIVIDE WHICH CLEARS TO NORTHWEST BUT HAVING HIGHER COUNTRY
 FL1971'EAST, SOUTH AND NORTH.  IT IS A STANDARD DISK STAMP BEETIE
 FL1971'2 1955 SET IN CONCRETE PROJECTING ABOUT 2 INCHES AND IS ABOUT
 FL1971'30 INCHES EAST OF A 4 X 4 POST.
 FL1971'
 FL1971'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BEETIE 2
 FL1971'1955 NO 1 SET IN A CONCRETE POST PROJECTING ABOUT 3 INCHES, IN
 FL1971'THE OPEN GRASS LAND.
 FL1971'
 FL1971'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BEETIE 2 1955 NO 2
 FL1971'SET IN A CONCRETE POST PROJECTING ABOUT 3 INCHES, ALONG THE
 FL1971'GRASS SLOPE, WEST OF THE STATION AND ABOUT 2 FEET LOWER.
 FL1971'
 FL1971'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEETIE 2 1955,
 FL1971'SET IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 1 FOOT
 FL1971'NORTH OF THE NORTH RIGHT-OF-WAY LINE, IN A SAGE GROWN PASTURE
 FL1971'AND IS ABOUT 0.2 MILE EAST OF A CATTLE-GUARD AND ROAD LEADING
 FL1971'NORTH FROM THE HIGHWAY.
 FL1971'
 FL1971'TO REACH THE STATION FROM WHEELER.  GO WEST AND NORTHWEST FROM
 FL1971'THE COURT HOUSE SQUARE ON HIGHWAY NO. 152, 8.0 MILES TO
 FL1971'THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE 0.5 MILE TO THE
 FL1971'AZIMUTH MARK ON THE RIGHT.  THE STATION IS 3.6 MILES FROM THE
 FL1971'CROSS-ROAD AT THE NORTH SIDE OF OLD MOBEETIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2167 ***********************************************************************
 AN2167  DESIGNATION -  BEEVILLE
 AN2167  PID         -  AN2167
 AN2167  STATE/COUNTY-  TX/BEE
 AN2167  USGS QUAD   -  BEEVILLE WEST (1979)
 AN2167
 AN2167                         *CURRENT SURVEY CONTROL
 AN2167  ___________________________________________________________________
 AN2167* NAD 83(1993)-  28 27 23.67200(N)    097 46 25.34298(W)     ADJUSTED  
 AN2167* NAVD 88     -       100.8    (meters)     331.     (feet)  VERTCON   
 AN2167  ___________________________________________________________________
 AN2167  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AN2167  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN2167
 AN2167  HORZ ORDER  -  FIRST
 AN2167
 AN2167.The horizontal coordinates were established by classical geodetic methods
 AN2167.and adjusted by the National Geodetic Survey in February 1996..
 AN2167
 AN2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2167
 AN2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2167
 AN2167.The geoid height was determined by GEOID03.
 AN2167
 AN2167;                    North         East     Units Scale Factor Converg.
 AN2167;SPC TXSC     - 4,069,704.155   720,103.675   MT  0.99997978   +0 36 02.8
 AN2167;SPC TXSC     -13,352,021.05  2,362,540.14   sFT  0.99997978   +0 36 02.8
 AN2167;UTM  14      - 3,148,393.561   620,065.302   MT  0.99977791   +0 35 03.8
 AN2167
 AN2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2167!SPC TXSC     -   0.99998838  x   0.99997978  =   0.99996816
 AN2167!UTM  14      -   0.99998838  x   0.99977791  =   0.99976629
 AN2167
 AN2167:                Primary Azimuth Mark                     Grid Az
 AN2167:SPC TXSC     -  BEEVILLE AZ MK                           012 11 11.0
 AN2167:UTM  14      -  BEEVILLE AZ MK                           012 12 10.0
 AN2167
 AN2167|---------------------------------------------------------------------|
 AN2167| PID    Reference Object                     Distance      Geod. Az  |
 AN2167|                                                           dddmmss.s |
 AN2167| AN1926 BEEVILLE AZ MK                                     0124713.8 |
 AN2167| AN2136 CHASE FIELD BEACON                  APPROX.14.7 KM 1311944.3 |
 AN2167| AN2143 BEEVILLE RADIO STA KIBL MAST        APPROX. 9.0 KM 1504220.6 |
 AN2167| AN2137 SKIDMORE METHODIST CH SPIRE         APPROX.24.2 KM 1570931.0 |
 AN2167| AN2139 SKIDMORE BAPTIST CHURCH SPIRE       APPROX.24.4 KM 1571701.8 |
 AN2167| AN2168 BEEVILLE MUNICIPAL TANK             APPROX. 5.2 KM 1613700.3 |
 AN2167| CV3768 BEEVILLE RM                          47.098 METERS 18702     |
 AN2167| AN2170 BROWNSVILLE FT WORTH AWY BN 19      APPROX.10.8 KM 1982032.0 |
 AN2167| CV3771 BEEVILLE RM 3                        22.327 METERS 22621     |
 AN2167| CV3772 BEEVILLE RM 4                        16.449 METERS 26013     |
 AN2167| CV3770 BEEVILLE RM 2                        29.416 METERS 35303     |
 AN2167| CV3769 BEEVILLE RM 1                        65.187 METERS 35436     |
 AN2167|---------------------------------------------------------------------|
 AN2167
 AN2167                          SUPERSEDED SURVEY CONTROL
 AN2167
 AN2167  NAD 83(1986)-  28 27 23.67808(N)    097 46 25.32514(W) AD(       ) 1
 AN2167  NAD 27      -  28 27 22.69200(N)    097 46 24.33100(W) AD(       ) 1
 AN2167  NGVD 29 (07/19/86)  100.8    (m)          331.     (f) VERT ANG       
 AN2167
 AN2167.Superseded values are not recommended for survey control.
 AN2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2167.See file dsdata.txt to determine how the superseded data were derived.
 AN2167
 AN2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2006548394(NAD 83)
 AN2167_MARKER: N = NAIL
 AN2167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN2167_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AN2167
 AN2167  HISTORY     - Date     Condition        Report By
 AN2167  HISTORY     - 1904     MONUMENTED       CGS
 AN2167  HISTORY     - 1932     GOOD             CGS
 AN2167  HISTORY     - 1937     GOOD             TXHD
 AN2167  HISTORY     - 1952     GOOD             CGS
 AN2167  HISTORY     - 1963     MARK NOT FOUND   CGS
 AN2167  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AN2167  HISTORY     - 19960727 GOOD             USPSQD
 AN2167
 AN2167                          STATION DESCRIPTION
 AN2167
 AN2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AN2167'STATION IS ABOUT 4-1/2 MILES N 25 DEG W FROM BEEVILLE,
 AN2167'E OF BEEVILLE AND NORMANNA ROAD, IN LARGE PASTURE OWNED BY
 AN2167'MRS. LITTLE, WHO LIVED IN BEEVILLE.  ON ACCOUNT OF HEAVY
 AN2167'SAND, ROAD SEPARATES NEAR STATION INTO TWO PARALLEL ROADS.
 AN2167'STATION IS 94 PACES E OF THE NEARER AND 132 PACES E OF THE
 AN2167'OTHER OF THESE TWO BRANCHES.
 AN2167'
 AN2167'TO REACH FROM BEEVILLE AND NORMANNA ROAD, WHICH, ABOUT 3-1/2
 AN2167'MILES OUT, PASSES INTO MRS. LITTLES PASTURE, GO 1 MILE FARTHER
 AN2167'ALONG ROAD AND STATION SITE WILL BE ON RIDGE TO RIGHT, ABOUT
 AN2167'1/4 MILE BEFORE ROAD CROSSES RAILWAY TRACK.
 AN2167'
 AN2167'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL IN
 AN2167'THE CENTER OF AN IRON PIPE 2 INCHES IN DIAMETER AND 2 FEET
 AN2167'LONG, SET FLANGE DOWN, FILLED WITH CONCRETE, AND SURROUNDED
 AN2167'BY A BLOCK OF CONCRETE.  THE CONCRETE WAS MARKED WITH THE
 AN2167'LETTERS U.S.C. AND G.S. AND THE DATE.
 AN2167'
 AN2167'REFERENCE MARK IS 3 FEET LOWER THAN STATION AND 47.098 METERS
 AN2167'(154.52 FEET) FROM IT S 7 DEG 02 MIN W.
 AN2167'
 AN2167'FOLLOWING DISTANCES AND AZIMUTHS ARE FROM STATION--SE GABLE
 AN2167'OF SID DUGATS BARN, 1/2 MILE, 148 DEG 39 MIN 11 SEC.  TALLEST
 AN2167'CHIMNEY ON MRS. LITTLES HOUSE, 5/8 MILE, 280 DEG 19 MIN
 AN2167'07 SEC.  BEEVILLE WATER TOWER, 4 MILES, 331 DEG 46 MIN 14 SEC.
 AN2167'JONES (CAPTAIN) HOUSE, TALLEST CONE, 2 MILES, 325 DEG 43 MIN
 AN2167'27 SEC.
 AN2167
 AN2167                          STATION RECOVERY (1932)
 AN2167
 AN2167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AN2167'IN 1932 RECOVERED IN GOOD CONDITION.
 AN2167'
 AN2167'FURTHER DESCRIBED AS BEING APPROXIMATELY 125 FEET W OF
 AN2167'BEEVILLE-SAN ANTONIO ROAD, IN PASTURE OF MRS. EMMA LITTLE,
 AN2167'800 FEET N OF S FENCE LINE OF PASTURE, 2,600 FEET S OF N
 AN2167'FENCE LINE OF PASTURE, AND 250 FEET NE OF LARGE MEETING
 AN2167'HALL.
 AN2167'
 AN2167'ELEVATION OF STATION.  100.8 METERS (331 FEET).
 AN2167
 AN2167                          STATION RECOVERY (1937)
 AN2167
 AN2167'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN2167'STATION RECOVERED IN GOOD CONDITION.  NO EFFORT MADE TO
 AN2167'FIND REFERENCE MARK ON ACCOUNT OF HEAVY GROWTH OF BUSHES.
 AN2167'THE DESCRIPTION OF 1932 IS GOOD WITH THIS ADDITION--THERE
 AN2167'IS NOW A SWIMMING POOL ON THE E SIDE OF THE ROAD MENTIONED
 AN2167'(STATE HIGHWAY 16) OPPOSITE THE MEETING HALL MENTIONED.  THERE
 AN2167'IS ALSO A WINDMILL TOWER AND METAL TANK ABOUT 40 FEET DISTANT
 AN2167'FROM STATION IN DIRECTION S 40 DEG W. (WINDMILL HAS BEEN
 AN2167'REMOVED FROM TOWER).
 AN2167'
 AN2167'STATION IS ABOUT 100 FEET DISTANT FROM W RIGHT-OF-WAY FENCE
 AN2167'OF STATE HIGHWAY 16.
 AN2167
 AN2167                          STATION RECOVERY (1952)
 AN2167
 AN2167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2167'THE STATION MARK WAS RECOVERED, FOUND IN GOOD CONDITION
 AN2167'AND AS PREVIOUSLY DESCRIBED.  THE ORIGINAL REFERENCE MARK WAS
 AN2167'SEARCHED FOR, NOT FOUND AND IS BELIEVED DESTROYED.  TWO
 AN2167'REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 AN2167'THE U.S. GEOLOGICAL SURVEY HAS ALSO ESTABLISHED TWO REFERENCE
 AN2167'MARKS TO THIS STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 AN2167'
 AN2167'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF BEEVILLE
 AN2167'ON THE TOP OF A TIMBERED RIDGE ON THE WEST SIDE OF U.S.
 AN2167'HIGHWAY 181.
 AN2167'
 AN2167'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AN2167'181 AND 59 IN BEEVILLE, GO NORTHERLY ON U.S. HIGHWAY 181
 AN2167'FOR 4.1 MILES TO THE TOP OF THE RIDGE.  CONTINUE NORTHERLY ON
 AN2167'HIGHWAY ABOUT 50 YARDS TO A GATE ON THE LEFT.  TURN LEFT,
 AN2167'PASS THROUGH GATE, TURN LEFT AND GO SOUTHERLY ABOUT 50 YARDS TO
 AN2167'THE STATION.
 AN2167'
 AN2167'THE STATION MARK IS A NAIL SET IN CONCRETE IN A SMALL PIPE
 AN2167'WHICH IS SURROUNDED WITH A LARGE CIRCULAR BLOCK OF CONCRETE
 AN2167'ABOUT 2 FEET IN DIAMETER.  THE MARK IS FLUSH WITH THE GROUND
 AN2167'LEVEL.  IT IS 250 FEET NORTHEAST OF A CLUBHOUSE, 160 FEET
 AN2167'WEST OF THE CENTERLINE OF U.S. HIGHWAY 181, 100 FEET NORTHEAST
 AN2167'OF A POWERLINE AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST.
 AN2167'
 AN2167'REFERENCE MARK 2 IS STAMPED BEEVILLE NO 2 1904 1952.  IT IS
 AN2167'A STANDARD DISK SET IN A CONCRETE MONUMENT.  IT PROJECTS 7 INCHES.
 AN2167'
 AN2167'REFERENCE MARK 3 IS STAMPED BEEVILLE NO 3 1904 1952.  IT IS
 AN2167'A STANDARD DISK SET IN A CONCRETE MONUMENT.  IT PROJECTS 6 INCHES.
 AN2167'
 AN2167'REFERENCE MARK 1 (USGS) IS STAMPED BEEVILLE NO 1 1952.  IT IS
 AN2167'A U.S. GEOLOGICAL SURVEY REFERENCE MARK SET IN A 6 INCH
 AN2167'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 65 FEET
 AN2167'WEST OF THE CENTERLINE OF U.S. HIGHWAY 181 AND 5 FEET WEST
 AN2167'OF A WIRE FENCE.
 AN2167'
 AN2167'REFERENCE MARK 2 (USGS) IS STAMPED BEEVILLE NO 2 1952.  IT
 AN2167'IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK SET IN A 6 INCH
 AN2167'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 6 FEET
 AN2167'EAST OF A POWERLINE POLE AND 18 INCHES NORTH OF A WIRE FENCE.
 AN2167'
 AN2167'THE AZIMUTH MARK IS STAMPED BEEVILLE 1904 1952.  IT IS A
 AN2167'STANDARD DISK SET IN A CONCRETE MONUMENT.
 AN2167'IT PROJECTS 6 INCHES AND IS ABOUT 200 YARDS WEST
 AN2167'OF A FARM HOUSE, 90 FEET NORTH OF A DIRT ROAD, 5 FEET SOUTHWEST
 AN2167'OF A POWERLINE POLE AND 2 FEET SOUTHWEST OF A WHITE WITNESS
 AN2167'POST.  TO REACH THE MARK FROM THE GATE MENTIONED IN THE
 AN2167'DESCRIPTION TO THE STATION, CONTINUE NORTHERLY ON U.S. HIGHWAY
 AN2167'181 TO A ROAD RIGHT.  TURN RIGHT ON DIRT ROAD, GO EASTERLY
 AN2167'0.2 MILE TO THE STATION 90 FEET ON THE LEFT.
 AN2167
 AN2167                          STATION RECOVERY (1963)
 AN2167
 AN2167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2167'STATION WAS NOT RECOVERED.  REFERENCE MARKER NO. 2 WAS RECOVERED
 AN2167'IN GOOD CONDITION.  REFERENCE MARKER NO. 3 WAS RECOVERED
 AN2167'IN POOR CONDITION.  IT HAS BEEN UPROOTED AND IS ON ITS SIDE.
 AN2167'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AN2167
 AN2167                          STATION RECOVERY (1963)
 AN2167
 AN2167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 AN2167'THE STATION SUB-MARK (NAIL), REFERENCE MARKS NUMBER 2 1904-1952,
 AN2167'NO. 2 (USGS) 1952, AND NO. 1 (USGS) 1952, AND AZIMUTH MARK
 AN2167'1904-1952 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AN2167'THE SURFACE STATION MARK, (NAIL IN PIPE) AND REFERENCE MARK
 AN2167'NO. 3 WERE FOUND TO BE DESTROYED.  MARKS WERE DESTROYED WHEN
 AN2167'HEAVY BRUSH WAS REMOVED FROM HILL.  NO SIGNS OF ORIGINAL
 AN2167'REFERENCE MARKS WERE FOUND.  A NEW SURFACE STATION MARK
 AN2167'AND ONE NEW REFERENCE MARK WERE SET.  A COMPLETE NEW
 AN2167'DESCRIPTION IS AS FOLLOWS--
 AN2167'
 AN2167'THE STATION IS ABOUT 4-1/2 MILES NORTHERLY ALONG U.S. HIGHWAY
 AN2167'181 FROM BEEVILLE, ON HIGHEST PART OF GROUND, IN NORTHEAST
 AN2167'CORNER OF LAND OWNED BY MR. JAMES P. HEARD WHO LIVES ABOUT
 AN2167'0.15 MILE SOUTHWEST OF STATION SITE.
 AN2167'
 AN2167'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59
 AN2167'AND 181 IN BEEVILLE, GO NORTHERLY ON U.S. HIGHWAY 181 FOR
 AN2167'4.1 MILES TO SUMMIT OF ROAD.  CONTINUE 0.1 MILE TO A GATE
 AN2167'ON THE LEFT.  PASS THROUGH GATE, THENCE EAST 0.1 MILE TO
 AN2167'HIGHEST GROUND AND THE STATION.  TO REACH THE AZIMUTH MARK
 AN2167'FROM THE GATE MENTIONED IN ROUTE TO STATION, GO NORTHWEST
 AN2167'ON U.S. HIGHWAY 181 FOR 0.1 MILE TO A GATE ON THE RIGHT.
 AN2167'PASS THROUGH GATE AND FOLLOW THE LANE ROAD FOR 0.2 MILE
 AN2167'TO AZIMUTH MARK ON THE LEFT.
 AN2167'
 AN2167'STATION MARK, A STANDARD DISK STAMPED BEEVILLE 1904 1963
 AN2167'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2
 AN2167'INCHES.  IT IS ABOUT 150 FEET SOUTHWEST OF HIGHWAY AND ABOUT
 AN2167'10 FEET ABOVE THE ROAD, 100 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 AN2167'FENCE, 98 FEET NORTH-NORTHWEST OF A POWER LINE POLE, 136
 AN2167'FEET WEST OF THE NORTHEAST CORNER OF PROPERTY LINE FENCE AND
 AN2167'RIGHT-OF-WAY FENCE, AND 2 FEET NORTHWEST OF A METAL WITNESS
 AN2167'POST.  THE SUB-STATION MARK (NAIL CEMENTED IN CALICHE ROCK)
 AN2167'IS 28 INCHES BELOW THE SURFACE OF THE GROUND.
 AN2167'
 AN2167'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEEVILLE NO 2
 AN2167'1904 1952, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 AN2167'6 INCHES.  IT IS 163 FEET NORTHWEST OF THE PROPERTY LINE
 AN2167'FENCE AND 67 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 AN2167'
 AN2167'REFERENCE MARK NO. 1 (USGS) STAMPED BEEVILLE NO 1 1952, IS
 AN2167'SET IN A 6 IN X 6 IN CONCRETE POST FLUSH WITH THE SURFACE
 AN2167'OF GROUND.  IT IS ON NORTHERLY SLOPE OF HILL, ABOUT 60 FEET
 AN2167'SOUTHWEST OF HIGHWAY AND 3 FEET WEST OF RIGHT-OF-WAY FENCE.
 AN2167'
 AN2167'REFERENCE MARK NO. 2 (USGS) STAMPED BEEVILLE NO 2 1952,
 AN2167'IS SET IN A 6 IN X 6 IN CONCRETE POST WHICH PROJECTS 4 INCHES.
 AN2167'IT IS 6 FEET NORTHEAST OF A POWER LINE POLE AND 1 FOOT SOUTHEAST
 AN2167'OF THE PROPERTY LINE FENCE.
 AN2167'
 AN2167'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BEEVILLE NO
 AN2167'4 1904 1963, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 AN2167'4 INCHES.  IT IS 114 FEET NORTHWEST OF PROPERTY LINE FENCE,
 AN2167'AND 2 FEET SOUTHEAST OF A 4-INCH IRON PIPE.
 AN2167'
 AN2167'AZIMUTH MARK A STANDARD DISK STAMPED BEEVILLE 1904 1952,
 AN2167'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 AN2167'IT IS ABOUT 200 YARDS WEST OF THE FARM HOUSE OF MR. ALVIS
 AN2167'COX, 90 FEET NORTH OF DRIVEWAY TO THE HOUSE, 5 FEET SOUTHWEST
 AN2167'OF A POWER LINE POLE, AND 2 FEET SOUTHWEST OF A 4 IN X 4 IN
 AN2167'WOODEN WITNESS POST.
 AN2167
 AN2167                          STATION RECOVERY (1996)
 AN2167
 AN2167'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN2167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1925 ***********************************************************************
 AN1925  DESIGNATION -  BEEVILLE 1904 1963
 AN1925  PID         -  AN1925
 AN1925  STATE/COUNTY-  TX/BEE
 AN1925  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1925
 AN1925                         *CURRENT SURVEY CONTROL
 AN1925  ___________________________________________________________________
 AN1925* NAD 83(1986)-  28 27 25.     (N)    097 46 25.     (W)     SCALED    
 AN1925* NAVD 88     -       101.226  (meters)     332.11   (feet)  ADJUSTED  
 AN1925  ___________________________________________________________________
 AN1925  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN1925  DYNAMIC HT  -         101.075 (meters)     331.61  (feet)  COMP
 AN1925  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 AN1925
 AN1925  VERT ORDER  -  FIRST     CLASS II
 AN1925
 AN1925.The horizontal coordinates were scaled from a topographic map and have
 AN1925.an estimated accuracy of +/- 6 seconds.
 AN1925
 AN1925.The orthometric height was determined by differential leveling
 AN1925.and adjusted by the National Geodetic Survey in June 1991..
 AN1925
 AN1925.The geoid height was determined by GEOID03.
 AN1925
 AN1925.The dynamic height is computed by dividing the NAVD 88
 AN1925.geopotential number by the normal gravity value computed on the
 AN1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1925.degrees latitude (g = 980.6199 gals.).
 AN1925
 AN1925.The modeled gravity was interpolated from observed gravity values.
 AN1925
 AN1925;                    North         East    Units  Estimated Accuracy
 AN1925;SPC TXSC     - 4,069,750.      720,110.      MT  (+/- 180 meters Scaled)
 AN1925
 AN1925                          SUPERSEDED SURVEY CONTROL
 AN1925
 AN1925.No superseded survey control is available for this station.
 AN1925
 AN1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS200484(NAD 83)
 AN1925_MARKER: DS = TRIANGULATION STATION DISK
 AN1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1925_SP_SET: CONCRETE POST
 AN1925_STAMPING: BEEVILLE 1904 1963
 AN1925_MARK LOGO: CGS   
 AN1925_PROJECTION: PROJECTING 6 CENTIMETERS
 AN1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1925+STABILITY: SURFACE MOTION
 AN1925
 AN1925  HISTORY     - Date     Condition        Report By
 AN1925  HISTORY     - 1963     MONUMENTED       CGS
 AN1925  HISTORY     - 1981     GOOD             NGS
 AN1925  HISTORY     - 19960727 GOOD             USPSQD
 AN1925
 AN1925                          STATION DESCRIPTION
 AN1925
 AN1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1925'6.85 KM (4.25 MI) NNW FROM BEEVILLE.
 AN1925'6.85 KM (4.25 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 181 BUSINESS FROM
 AN1925'THE COURTHOUSE IN BEEVILLE, 0.2 KM (0.1 MI) SOUTHEAST OF A DRIVE
 AN1925'LEADING TO THE HEARD RESIDENCE, AT THE TOP OF A HILL, ON TOP OF A
 AN1925'CUTBANK, 45.7 METERS (150 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AN1925'HIGHWAY, 30.5 METERS (100 FT) SOUTHWEST OF A FENCE, 29.8 METERS
 AN1925'(98.0 FT) NORTHWEST OF A POWERLINE POLE, 41.4 METERS (136 FT) WEST OF
 AN1925'THE NORTHEAST CORNER OF THE HEARD PROPERTY, 70.6 METERS (213.8 FT)
 AN1925'SOUTH OF BEEVILLE RM 1 USGS.
 AN1925'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 AN1925'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 AN1925
 AN1925                          STATION RECOVERY (1996)
 AN1925
 AN1925'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1926 ***********************************************************************
 AN1926  DESIGNATION -  BEEVILLE AZ MK
 AN1926  PID         -  AN1926
 AN1926  STATE/COUNTY-  TX/BEE
 AN1926  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1926
 AN1926                         *CURRENT SURVEY CONTROL
 AN1926  ___________________________________________________________________
 AN1926* NAD 83(1986)-  28 27 39.     (N)    097 46 20.     (W)     SCALED    
 AN1926* NAVD 88     -        89.022  (meters)     292.07   (feet)  ADJUSTED  
 AN1926  ___________________________________________________________________
 AN1926  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN1926  DYNAMIC HT  -          88.890 (meters)     291.63  (feet)  COMP
 AN1926  MODELED GRAV-     979,156.8   (mgal)                       NAVD 88
 AN1926
 AN1926  VERT ORDER  -  FIRST     CLASS II
 AN1926
 AN1926.The horizontal coordinates were scaled from a topographic map and have
 AN1926.an estimated accuracy of +/- 6 seconds.
 AN1926
 AN1926.The orthometric height was determined by differential leveling
 AN1926.and adjusted by the National Geodetic Survey in June 1991..
 AN1926
 AN1926.The geoid height was determined by GEOID03.
 AN1926
 AN1926.The dynamic height is computed by dividing the NAVD 88
 AN1926.geopotential number by the normal gravity value computed on the
 AN1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1926.degrees latitude (g = 980.6199 gals.).
 AN1926
 AN1926.The modeled gravity was interpolated from observed gravity values.
 AN1926
 AN1926;                    North         East    Units  Estimated Accuracy
 AN1926;SPC TXSC     - 4,070,180.      720,240.      MT  (+/- 180 meters Scaled)
 AN1926
 AN1926                          SUPERSEDED SURVEY CONTROL
 AN1926
 AN1926.No superseded survey control is available for this station.
 AN1926
 AN1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS202488(NAD 83)
 AN1926_MARKER: DZ = AZIMUTH MARK DISK
 AN1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1926_SP_SET: CONCRETE POST
 AN1926_STAMPING: BEEVILLE 1904 1952
 AN1926_MARK LOGO: CGS   
 AN1926_PROJECTION: PROJECTING 14 CENTIMETERS
 AN1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1926+STABILITY: SURFACE MOTION
 AN1926
 AN1926  HISTORY     - Date     Condition        Report By
 AN1926  HISTORY     - 1952     MONUMENTED       CGS
 AN1926  HISTORY     - 1981     GOOD             NGS
 AN1926  HISTORY     - 19960727 GOOD             USPSQD
 AN1926
 AN1926                          STATION DESCRIPTION
 AN1926
 AN1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1926'7.45 KM (4.6 MI) NNW FROM BEEVILLE.
 AN1926'7.15 KM (4.4 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 181 BUSINESS FROM
 AN1926'THE COURTHOUSE IN BEEVILLE, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG A
 AN1926'PRIVATE DRIVE LEADING NORTHEAST TO THE COX RESIDENCE, 27.4 METERS
 AN1926'(90.0 FT) NORTHWEST OF THE CENTER OF THE DRIVE, 1.5 METERS (5.0 FT)
 AN1926'SOUTHWEST OF A POWERLINE POLE.
 AN1926'THE MARK IS ABOVE LEVEL WITH DRIVE.
 AN1926
 AN1926                          STATION RECOVERY (1996)
 AN1926
 AN1926'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2142 ***********************************************************************
 AN2142  DESIGNATION -  BEEVILLE BEE CO CTHSE DOME
 AN2142  PID         -  AN2142
 AN2142  STATE/COUNTY-  TX/BEE
 AN2142  USGS QUAD   -  BEEVILLE EAST (1979)
 AN2142
 AN2142                         *CURRENT SURVEY CONTROL
 AN2142  ___________________________________________________________________
 AN2142* NAD 83(1993)-  28 24 05.03561(N)    097 44 54.05228(W)     ADJUSTED  
 AN2142* NAVD 88     -                                                        
 AN2142  ___________________________________________________________________
 AN2142  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AN2142  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN2142
 AN2142  HORZ ORDER  -  THIRD
 AN2142
 AN2142.The horizontal coordinates were established by classical geodetic methods
 AN2142.and adjusted by the National Geodetic Survey in February 1996..
 AN2142
 AN2142
 AN2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2142
 AN2142.The geoid height was determined by GEOID03.
 AN2142
 AN2142;                    North         East     Units Scale Factor Converg.
 AN2142;SPC TXSC     - 4,063,615.851   722,652.649   MT  0.99999486   +0 36 47.5
 AN2142;SPC TXSC     -13,332,046.34  2,370,902.90   sFT  0.99999486   +0 36 47.5
 AN2142;UTM  14      - 3,142,305.749   622,611.937   MT  0.99978554   +0 35 43.5
 AN2142
 AN2142                          SUPERSEDED SURVEY CONTROL
 AN2142
 AN2142  NAD 83(1986)-  28 24 05.04263(N)    097 44 54.03454(W) AD(       ) 4
 AN2142  NAD 27      -  28 24 04.04300(N)    097 44 53.04400(W) AD(       ) 3
 AN2142
 AN2142.Superseded values are not recommended for survey control.
 AN2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2142.See file dsdata.txt to determine how the superseded data were derived.
 AN2142
 AN2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2261242306(NAD 83)
 AN2142_MARKER: 87 = DOME
 AN2142
 AN2142  HISTORY     - Date     Condition        Report By
 AN2142  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2142  HISTORY     - 1958     GOOD             USN
 AN2142  HISTORY     - 19960727 GOOD             USPSQD
 AN2142
 AN2142                          STATION DESCRIPTION
 AN2142
 AN2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2142'THE STATION IS LOCATED IN THE SOUTH CENTRAL PART OF BEEVILLE.
 AN2142'THE POINT LOCATED WAS THE TOP CENTER OF THE STATUE THAT
 AN2142'SURMOUNTS THE 4 SIDED CLOCK ATOP THE DOME OF THE BEE COUNTY
 AN2142'COURTHOUSE.
 AN2142'
 AN2142'THE STATION IS APPROXIMATELY 80 FEET HIGH.
 AN2142
 AN2142                          STATION RECOVERY (1958)
 AN2142
 AN2142'RECOVERY NOTE BY US NAVY 1958
 AN2142'STANDING UNCHANGED.
 AN2142'
 AN2142'REFERENCE TO LETTER DATED 6 OCTOBER 1958 FROM U.S. NAVAL
 AN2142'AUXILIARY AIR STATION, CHASE FIELD, BEEVILLE, TEXAS.
 AN2142
 AN2142                          STATION RECOVERY (1996)
 AN2142
 AN2142'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN2142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2168 ***********************************************************************
 AN2168  DESIGNATION -  BEEVILLE MUNICIPAL TANK
 AN2168  PID         -  AN2168
 AN2168  STATE/COUNTY-  TX/BEE
 AN2168  USGS QUAD   -  BEEVILLE WEST (1979)
 AN2168
 AN2168                         *CURRENT SURVEY CONTROL
 AN2168  ___________________________________________________________________
 AN2168* NAD 83(1993)-  28 24 43.88539(N)    097 45 25.28301(W)     ADJUSTED  
 AN2168* NAVD 88     -                                                        
 AN2168  ___________________________________________________________________
 AN2168  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AN2168  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN2168
 AN2168  HORZ ORDER  -  THIRD
 AN2168
 AN2168.The horizontal coordinates were established by classical geodetic methods
 AN2168.and adjusted by the National Geodetic Survey in February 1996..
 AN2168
 AN2168
 AN2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2168
 AN2168.The geoid height was determined by GEOID03.
 AN2168
 AN2168;                    North         East     Units Scale Factor Converg.
 AN2168;SPC TXSC     - 4,064,802.700   721,789.864   MT  0.99999184   +0 36 32.2
 AN2168;SPC TXSC     -13,335,940.19  2,368,072.25   sFT  0.99999184   +0 36 32.2
 AN2168;UTM  14      - 3,143,492.615   621,749.698   MT  0.99978294   +0 35 29.4
 AN2168
 AN2168                          SUPERSEDED SURVEY CONTROL
 AN2168
 AN2168  NAD 83(1986)-  28 24 43.89195(N)    097 45 25.26523(W) AD(       ) 4
 AN2168  NAD 27      -  28 24 42.89800(N)    097 45 24.27400(W) AD(       ) 3
 AN2168
 AN2168.Superseded values are not recommended for survey control.
 AN2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2168.See file dsdata.txt to determine how the superseded data were derived.
 AN2168
 AN2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2175043493(NAD 83)
 AN2168_MARKER: 53 = ELEVATED TANK
 AN2168
 AN2168  HISTORY     - Date     Condition        Report By
 AN2168  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2168  HISTORY     - 1958     GOOD             USN
 AN2168  HISTORY     - 19960727 GOOD             USPSQD
 AN2168
 AN2168                          STATION DESCRIPTION
 AN2168
 AN2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2168'THE STATION IS LOCATED IN THE NORTHWEST PART OF BEEVILLE
 AN2168'AND IS 250 FEET WEST OF THE SOUTHERN PACIFIC RAILROAD TRACKS.
 AN2168'
 AN2168'THE POINT LOCATED WAS THE BALL AT THE APEX OF THE TANK AND
 AN2168'IS APPROXIMATELY 130 FEET ABOVE THE GROUND.
 AN2168'
 AN2168'THE TANK WAS CONSTRUCTED IN 1952 AND IS SET ON AN 8 LEGGED
 AN2168'STEEL STRUCTURE THAT IS PAINTED SILVER.
 AN2168
 AN2168                          STATION RECOVERY (1958)
 AN2168
 AN2168'RECOVERY NOTE BY US NAVY 1958
 AN2168'STANDING UNCHANGED.
 AN2168'
 AN2168'REFERENCE TO LETTER DATED 6 OCTOBER 1958 FROM U.S. NAVAL
 AN2168'AUXILIARY AIR STATION, CHASE FIELD, BEEVILLE, TEXAS.
 AN2168
 AN2168                          STATION RECOVERY (1996)
 AN2168
 AN2168'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN2168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2143 ***********************************************************************
 AN2143  DESIGNATION -  BEEVILLE RADIO STA KIBL MAST
 AN2143  PID         -  AN2143
 AN2143  STATE/COUNTY-  TX/BEE
 AN2143  USGS QUAD   -  BEEVILLE EAST (1979)
 AN2143
 AN2143                         *CURRENT SURVEY CONTROL
 AN2143  ___________________________________________________________________
 AN2143* NAD 83(1993)-  28 23 08.68030(N)    097 43 43.59042(W)     ADJUSTED  
 AN2143* NAVD 88     -                                                        
 AN2143  ___________________________________________________________________
 AN2143  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AN2143  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN2143
 AN2143  HORZ ORDER  -  THIRD
 AN2143
 AN2143.The horizontal coordinates were established by classical geodetic methods
 AN2143.and adjusted by the National Geodetic Survey in February 1996..
 AN2143
 AN2143
 AN2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2143
 AN2143.The geoid height was determined by GEOID03.
 AN2143
 AN2143;                    North         East     Units Scale Factor Converg.
 AN2143;SPC TXSC     - 4,061,901.751   724,589.415   MT  0.99999931   +0 37 22.0
 AN2143;SPC TXSC     -13,326,422.66  2,377,257.11   sFT  0.99999931   +0 37 22.0
 AN2143;UTM  14      - 3,140,591.396   624,547.758   MT  0.99979144   +0 36 15.9
 AN2143
 AN2143                          SUPERSEDED SURVEY CONTROL
 AN2143
 AN2143  NAD 83(1986)-  28 23 08.68689(N)    097 43 43.57321(W) AD(       ) 4
 AN2143  NAD 27      -  28 23 07.69100(N)    097 43 42.58400(W) AD(       ) 3
 AN2143
 AN2143.Superseded values are not recommended for survey control.
 AN2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2143.See file dsdata.txt to determine how the superseded data were derived.
 AN2143
 AN2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2454840591(NAD 83)
 AN2143_MARKER: 42 = RADIO/TV MAST
 AN2143
 AN2143  HISTORY     - Date     Condition        Report By
 AN2143  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2143  HISTORY     - 1958     GOOD             USN
 AN2143  HISTORY     - 19960727 GOOD             USPSQD
 AN2143
 AN2143                          STATION DESCRIPTION
 AN2143
 AN2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2143'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF BEEVILLE
 AN2143'AND ABOUT 200 FEET SOUTH OF STATE HIGHWAY 202.
 AN2143'
 AN2143'THE POINT LOCATED WAS THE TOP CENTER OF THE MAST THAT IS
 AN2143'ABOUT 150 FEET HIGH AND IS A STEEL STRUCTURE THAT IS PAINTED
 AN2143'RED AND WHITE.
 AN2143
 AN2143                          STATION RECOVERY (1958)
 AN2143
 AN2143'RECOVERY NOTE BY US NAVY 1958
 AN2143'STANDING UNCHANGED.
 AN2143'
 AN2143'REFERENCE TO LETTER DATED 6 OCTOBER 1958 FROM U.S. NAVAL
 AN2143'AUXILIARY AIR STATION, CHASE FIELD, BEEVILLE, TEXAS.
 AN2143
 AN2143                          STATION RECOVERY (1996)
 AN2143
 AN2143'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN2143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1924 ***********************************************************************
 AN1924  DESIGNATION -  BEEVILLE RM 1 USGS
 AN1924  PID         -  AN1924
 AN1924  STATE/COUNTY-  TX/BEE
 AN1924  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1924
 AN1924                         *CURRENT SURVEY CONTROL
 AN1924  ___________________________________________________________________
 AN1924* NAD 83(1986)-  28 27 26.     (N)    097 46 26.     (W)     SCALED    
 AN1924* NAVD 88     -        98.944  (meters)     324.62   (feet)  ADJUSTED  
 AN1924  ___________________________________________________________________
 AN1924  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN1924  DYNAMIC HT  -          98.797 (meters)     324.14  (feet)  COMP
 AN1924  MODELED GRAV-     979,156.6   (mgal)                       NAVD 88
 AN1924
 AN1924  VERT ORDER  -  FIRST     CLASS II
 AN1924
 AN1924.The horizontal coordinates were scaled from a topographic map and have
 AN1924.an estimated accuracy of +/- 6 seconds.
 AN1924
 AN1924.The orthometric height was determined by differential leveling
 AN1924.and adjusted by the National Geodetic Survey in June 1991..
 AN1924
 AN1924.The geoid height was determined by GEOID03.
 AN1924
 AN1924.The dynamic height is computed by dividing the NAVD 88
 AN1924.geopotential number by the normal gravity value computed on the
 AN1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1924.degrees latitude (g = 980.6199 gals.).
 AN1924
 AN1924.The modeled gravity was interpolated from observed gravity values.
 AN1924
 AN1924;                    North         East    Units  Estimated Accuracy
 AN1924;SPC TXSC     - 4,069,780.      720,090.      MT  (+/- 180 meters Scaled)
 AN1924
 AN1924                          SUPERSEDED SURVEY CONTROL
 AN1924
 AN1924.No superseded survey control is available for this station.
 AN1924
 AN1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS200484(NAD 83)
 AN1924_MARKER: DR = REFERENCE MARK DISK
 AN1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1924_SP_SET: CONCRETE POST
 AN1924_STAMPING: BEEVILLE NO 1 1952
 AN1924_MARK LOGO: USGS  
 AN1924_PROJECTION: FLUSH
 AN1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1924+STABILITY: SURFACE MOTION
 AN1924
 AN1924  HISTORY     - Date     Condition        Report By
 AN1924  HISTORY     - 1952     MONUMENTED       USGS
 AN1924  HISTORY     - 1981     GOOD             NGS
 AN1924  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1924
 AN1924                          STATION DESCRIPTION
 AN1924
 AN1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1924'6.9 KM (4.3 MI) NNW FROM BEEVILLE.
 AN1924'6.9 KM (4.3 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 181 BUSINESS FROM
 AN1924'THE COURTHOUSE IN BEEVILLE, AT THE NORTH SLOPE OF A HILL, AT THE TOP
 AN1924'OF A CUTBANK, 18.2 METERS (60.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AN1924'HIGHWAY, 0.9 METER (3.0 FT) WEST OF A HIGHWAY RIGHT-OF-WAY MARKER,
 AN1924'65.1 METERS (213 FT) NORTH OF TRIANGULATION STATION BEEVILLE.
 AN1924'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 AN1924
 AN1924                          STATION RECOVERY (1996)
 AN1924
 AN1924'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9217 ***********************************************************************
 AF9217  DESIGNATION -  BEGGS ET
 AF9217  PID         -  AF9217
 AF9217  STATE/COUNTY-  TX/KING
 AF9217  USGS QUAD   -  PURSLEY HOUSE (1978)
 AF9217
 AF9217                         *CURRENT SURVEY CONTROL
 AF9217  ___________________________________________________________________
 AF9217* NAD 83(1993)-  33 24 45.28288(N)    100 30 27.56497(W)     ADJUSTED  
 AF9217* NAVD 88     -       609.2    (meters)    1999.     (feet)  VERTCON   
 AF9217  ___________________________________________________________________
 AF9217  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 AF9217  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AF9217
 AF9217  HORZ ORDER  -  THIRD
 AF9217
 AF9217.The horizontal coordinates were established by classical geodetic methods
 AF9217.and adjusted by the National Geodetic Survey in July 1998..
 AF9217
 AF9217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9217
 AF9217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9217
 AF9217.The geoid height was determined by GEOID03.
 AF9217
 AF9217;                    North         East     Units Scale Factor Converg.
 AF9217;SPC TXNC     - 2,195,389.817   413,287.563   MT  0.99989240   -1 05 41.9
 AF9217;SPC TXNC     - 7,202,708.09  1,355,927.61   sFT  0.99989240   -1 05 41.9
 AF9217;UTM  14      - 3,698,042.748   359,813.700   MT  0.99984229   -0 49 49.3
 AF9217
 AF9217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9217!SPC TXNC     -   0.99990857  x   0.99989240  =   0.99980098
 AF9217!UTM  14      -   0.99990857  x   0.99984229  =   0.99975087
 AF9217
 AF9217                          SUPERSEDED SURVEY CONTROL
 AF9217
 AF9217  NGVD 29 (07/17/98)  609.0    (m)         1998.     (f) VERT ANG       
 AF9217
 AF9217.Superseded values are not recommended for survey control.
 AF9217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9217.See file dsdata.txt to determine how the superseded data were derived.
 AF9217
 AF9217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB5981498043(NAD 83)
 AF9217_MARKER: DS = TRIANGULATION STATION DISK
 AF9217
 AF9217  HISTORY     - Date     Condition        Report By
 AF9217  HISTORY     - 1958     MONUMENTED       USGS
 AF9217
 AF9217                          STATION DESCRIPTION
 AF9217
 AF9217'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9217'STATION IS 11.5 MI. NNE. OF JAYTON, 10 MI. ENE. OF GIRARD ON A SMALL
 AF9217'ROUNDED HILL WHICH IS PROMINENT FROM THE S.  THIS HILL IS PART OF THE
 AF9217'FIRST RANGE OF HILLS S. OF DOVE CREEK.
 AF9217'THE STATION MAY BE REACHED FROM GIRARD BY GOING S. ON STATE HIGHWAY 70
 AF9217'0.4 MI. TO A RD. E., THENCE E. 2.3 MI. TO A GATE IN A RANCH YARD.
 AF9217'THROUGH GATE ON MAIN TRAVELED RD. 2.5 MI. TO A RD. FORK, LEFT 2.7 MI.
 AF9217'TO CROSSING OF CROTON CREEK, THEN 3.0 MI. TO A TRACK RD. SE.  TAKE
 AF9217'MAIN TRAVELED RD. SE. 2.7 MI. TO A RD. FORK, LEFT 0.4 MI. PAST TWO
 AF9217'WINDMILLS ON TOP THEN STRAIGHT AHEAD 0.9 MI. ACROSS A SMALL DAM TO A
 AF9217'RD. FORK, LEFT 0.4 MI. TO A FENCE GATE, THENCE STRAIGHT AHEAD 1.4 MI.
 AF9217'TO STATION SITE.  MARK IS 0.1 MI. N. OF THE RD. AT THIS POINT ON A
 AF9217'SMALL POINTED HILL.
 AF9217'STATION MARK--A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST SET
 AF9217'LEVEL WITH THE GROUND AND STAMPED---BEGGS 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0418 ***********************************************************************
 AM0418  DESIGNATION -  BELA 1962
 AM0418  PID         -  AM0418
 AM0418  STATE/COUNTY-  TX/BRAZORIA
 AM0418  USGS QUAD   -  FREEPORT (1974)
 AM0418
 AM0418                         *CURRENT SURVEY CONTROL
 AM0418  ___________________________________________________________________
 AM0418* NAD 83(1993)-  28 58 42.01376(N)    095 15 15.80887(W)     ADJUSTED  
 AM0418* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AM0418  ___________________________________________________________________
 AM0418  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AM0418  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0418
 AM0418  HORZ ORDER  -  SECOND
 AM0418
 AM0418.The horizontal coordinates were established by classical geodetic methods
 AM0418.and adjusted by the National Geodetic Survey in February 1996..
 AM0418
 AM0418.The orthometric height was scaled from a topographic map.
 AM0418
 AM0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0418
 AM0418.The geoid height was determined by GEOID03.
 AM0418
 AM0418;                    North         East     Units Scale Factor Converg.
 AM0418;SPC TXSC     - 4,132,741.995   964,938.791   MT  0.99988248   +1 50 06.1
 AM0418;SPC TXSC     -13,558,837.70  3,165,803.35   sFT  0.99988248   +1 50 06.1
 AM0418;UTM  15      - 3,207,679.835   280,346.379   MT  1.00019542   -1 05 33.5
 AM0418
 AM0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0418!SPC TXSC     -   1.00000383  x   0.99988248  =   0.99988631
 AM0418!UTM  15      -   1.00000383  x   1.00019542  =   1.00019925
 AM0418
 AM0418                          SUPERSEDED SURVEY CONTROL
 AM0418
 AM0418  NAD 83(1986)-  28 58 42.02286(N)    095 15 15.78896(W) AD(       ) 2
 AM0418  NAD 27      -  28 58 41.13800(N)    095 15 15.02300(W) AD(       ) 2
 AM0418
 AM0418.Superseded values are not recommended for survey control.
 AM0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0418.See file dsdata.txt to determine how the superseded data were derived.
 AM0418
 AM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8034607680(NAD 83)
 AM0418_MARKER: DS = TRIANGULATION STATION DISK
 AM0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0418+STABILITY: SURFACE MOTION
 AM0418
 AM0418  HISTORY     - Date     Condition        Report By
 AM0418  HISTORY     - 1962     MONUMENTED       CGS
 AM0418  HISTORY     - 19950501 MARK NOT FOUND   USPSQD
 AM0418  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0418  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0418  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0418
 AM0418                          STATION DESCRIPTION
 AM0418
 AM0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RMS)
 AM0418'THE STATION IS ABOUT 6 MILES EAST OF FREEPORT, TEXAS, ON
 AM0418'THE BEACH OF THE GULF COAST.  TO REACH FROM FREEPORT, GO
 AM0418'NORTHWEST ALONG STATE HIGHWAY 288 ABOUT 7 MILES TO STATE HIGHWAY
 AM0418'332.  TURN RIGHT, GO SOUTHEAST ALONG STATE HIGHWAY 332 ABOUT
 AM0418'8 MILES, ACROSS THE INTRACOASTAL WATERWAY, THROUGH THE VILLAGE
 AM0418'OF SURFSIDE, STRAIGHT TO THE GULF BEACH.  TURN LEFT, DRIVE ALONG
 AM0418'THE SAND BEACH HIGH-WATER LINE FOR 2.7 MILES TO THE STATION,
 AM0418'WHICH IS AT A POINT WHERE A SOUTHWEST-NORTHEAST POWER LINE
 AM0418'JOGS APPROXIMATELY 500 FEET TO THE SOUTHEAST.  THE STATION IS
 AM0418'235 FEET SOUTH-SOUTHWEST OF THE SOUTHERNMOST CORNER POLE IN
 AM0418'THE POWER LINE JOG, 165 FEET NORTHWEST OF THE GRASS LINE ON THE
 AM0418'BEACH, 620 FEET SOUTHWEST OF TRIANGULATION STATION SKEET.
 AM0418'IT IS SURROUNDED BY 4 HALF-INCH STEEL INVERTED U-SHAPED
 AM0418'STAKES, EACH SET 30 FEET FROM THE STATION, AND 4 SIMILAR
 AM0418'STAKES EACH SET 60 FEET FROM THE STATION.  THESE STAKES
 AM0418'PROTRUDE 1 FOOT ABOVE THE GROUND AND ARE POSITIONED SO THAT
 AM0418'EACH STAKE IN THE 60 FOOT CIRCLE LINES UP WITH ONE OF THE
 AM0418'STAKES IN THE 30 FOOT CIRCLE SO AS TO POINT AT THE STATION.
 AM0418'
 AM0418'THIS STATION WAS ORIGINALLY MARKED BY A NAIL IN THE TOP OF A
 AM0418'2 IN X 4 IN WOODEN STAKE DRIVEN INTO THE GROUND.  THIS STAKE
 AM0418'WAS LOCATED AND DESCRIBED AS HUB A DURING JUNE 1962 BY PERSONNEL
 AM0418'FROM THE EAST COAST FIELD PARTY.  DURING SEPTEMBER 1962, THIS
 AM0418'TEMPORARY MARK WAS REPLACED WITH A STANDARD TRIANGULATION
 AM0418'DISK, STAMPED BELA 1962 CEMENTED INTO A CONCRETE POST, 4 FEET
 AM0418'IN LENGTH, 5 INCHES IN DIAMETER, TOP OF WHICH IS FLUSH WITH THE
 AM0418'GROUND.
 AM0418
 AM0418                          STATION RECOVERY (1995)
 AM0418
 AM0418'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0418'MARK NOT FOUND.
 AM0418
 AM0418                          STATION RECOVERY (1998)
 AM0418
 AM0418'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0418'MARK NOT FOUND.
 AM0418
 AM0418                          STATION RECOVERY (2004)
 AM0418
 AM0418'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0418'MARK NOT FOUND.
 AM0418
 AM0418                          STATION RECOVERY (2005)
 AM0418
 AM0418'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0832 ***********************************************************************
 CV0832  DESIGNATION -  BELCHER
 CV0832  PID         -  CV0832
 CV0832  STATE/COUNTY-  TX/GAINES
 CV0832  USGS QUAD   -  DENVER CITY SE (1971)
 CV0832
 CV0832                         *CURRENT SURVEY CONTROL
 CV0832  ___________________________________________________________________
 CV0832* NAD 83(1993)-  32 50 18.72100(N)    102 51 37.29693(W)     ADJUSTED  
 CV0832* NAVD 88     -      1079.3    (meters)    3541.     (feet)  VERTCON   
 CV0832  ___________________________________________________________________
 CV0832  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 CV0832  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 CV0832
 CV0832  HORZ ORDER  -  FIRST
 CV0832
 CV0832.The horizontal coordinates were established by classical geodetic methods
 CV0832.and adjusted by the National Geodetic Survey in February 1996..
 CV0832
 CV0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0832
 CV0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0832
 CV0832.The geoid height was determined by GEOID03.
 CV0832
 CV0832;                    North         East     Units Scale Factor Converg.
 CV0832;SPC TXNC     - 2,138,417.774   191,936.086   MT  0.99987950   -2 22 41.2
 CV0832;SPC TXNC     - 7,015,792.31    629,710.31   sFT  0.99987950   -2 22 41.2
 CV0832;UTM  13      - 3,635,415.244   700,258.826   MT  1.00009452   +1 09 38.4
 CV0832
 CV0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0832!SPC TXNC     -   0.99983401  x   0.99987950  =   0.99971353
 CV0832!UTM  13      -   0.99983401  x   1.00009452  =   0.99992852
 CV0832
 CV0832|---------------------------------------------------------------------|
 CV0832| PID    Reference Object                     Distance      Geod. Az  |
 CV0832|                                                           dddmmss.s |
 CV0832| CH7947 BELCHER RM 1                         25.893 METERS 07001     |
 CV0832| CH7948 BELCHER RM 2                         30.410 METERS 16832     |
 CV0832| CH7946 BELCHER AZ MK                                      3295648.9 |
 CV0832|---------------------------------------------------------------------|
 CV0832
 CV0832                          SUPERSEDED SURVEY CONTROL
 CV0832
 CV0832  NAD 83(1993)-  32 50 18.72235(N)    102 51 37.29628(W) AD(       ) 1
 CV0832  NAD 83(1986)-  32 50 18.72646(N)    102 51 37.29392(W) AD(       ) 1
 CV0832  NAD 27      -  32 50 18.34300(N)    102 51 35.55900(W) AD(       ) 1
 CV0832  NGVD 29 (07/19/86) 1079.0    (m)         3540.     (f) VERT ANG       
 CV0832
 CV0832.Superseded values are not recommended for survey control.
 CV0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0832.See file dsdata.txt to determine how the superseded data were derived.
 CV0832
 CV0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS0025935415(NAD 83)
 CV0832_MARKER: DS = TRIANGULATION STATION DISK
 CV0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0832
 CV0832  HISTORY     - Date     Condition        Report By
 CV0832  HISTORY     - 1935     MONUMENTED       CGS
 CV0832  HISTORY     - 1947     GOOD             PHILIP
 CV0832  HISTORY     - 1959     GOOD             CGS
 CV0832  HISTORY     - 1963     POOR             USGS
 CV0832  HISTORY     - 1968     MARK NOT FOUND   CGS
 CV0832
 CV0832                          STATION DESCRIPTION
 CV0832
 CV0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0832'ABOUT 15 MILES NORTHWEST OF SEMINOLE, TEX., IN SECTION 386,
 CV0832'BLOCK G, ON THE HIGHEST GROUND IN THE VICINITY IN PASTURE
 CV0832'LAND BELONGING TO THE J RANCH, 4 MILES SOUTHEAST OF THE MAIN
 CV0832'RANCH HOUSE, AND 0.25 MILE SOUTH-SOUTHEAST OF A WINDMILL,
 CV0832'2.3 MILES SOUTH OF THE GRADED HIGHWAY LEADING TO SEMINOLE.
 CV0832'TO REACH FROM THE INTERSECTION OF TEXAS STATE HIGHWAYS 51
 CV0832'AND 15 AT SEMINOLE, TEX., GO NORTHWESTERLY 1.0 MILE ON STATE
 CV0832'HIGHWAY 15 TO A FORK, LEAVE HIGHWAY AND GO NORTHWESTERLY
 CV0832'ON GRADED ROAD 13.2 MILES TO AN INTERSECTION WITH A GRADED
 CV0832'ROAD FROM THE NORTH AND A TRAIL LEADING SOUTH THROUGH A
 CV0832'CATTLE GUARD, GO NORTHWEST AND WEST ON THE MAIN GRADED
 CV0832'ROAD, 3.9 MILES, LEAVE MAIN ROAD, TURN LEFT THROUGH WIRE
 CV0832'GATE AND GO SOUTHERLY ON A TRAIL 0.4 MILE TO A
 CV0832'WINDMILL AND TANK, CONTINUE SOUTHERLY ON THE TRAIL 1.7
 CV0832'MILES TO ANOTHER WINDMILL WHERE THE TRAIL ENDS,
 CV0832'CONTINUE SOUTH-SOUTHEAST ACROSS COUNTRY 0.25 MILE TO
 CV0832'THE HIGHEST GROUND AND STATION.  THE SURFACE, UNDERGROUND,
 CV0832'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 CV0832'CONCRETE.  REFERENCE
 CV0832'MARK NO. 1 IS 84.96 FEET FROM STATION N 70 DEG 01 MIN E
 CV0832'AND NO. 2 (NOT NUMBERED) IS 99.77 FEET FROM STATION
 CV0832'S 11 DEG 28 MIN E.  THE AZIMUTH MARK IS 2.1
 CV0832'MILES SOUTH OF THE GRADED HIGHWAY LEADING TO SEMINOLE,
 CV0832'68.7 FEET WEST-NORTHWEST OF A WALL, AND 0.25 MILE FROM
 CV0832'STATION N 30 DEG 03 MIN W.  IN 1938 IT
 CV0832'WAS REPORTED THAT STATION COULD NOT BE LOCATED.
 CV0832
 CV0832                          STATION RECOVERY (1947)
 CV0832
 CV0832'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0832'STATION, AZIMUTH, AND BOTH REFERENCE MARKS ARE IN PERFECT
 CV0832'CONDITION AS DESCRIBED.  STATION MARK IS STAMPED BELCHER 1935.
 CV0832
 CV0832                          STATION RECOVERY (1959)
 CV0832
 CV0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 CV0832'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CV0832'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CV0832'TO STATION SITE ARE CORRECT.
 CV0832
 CV0832                          STATION RECOVERY (1963)
 CV0832
 CV0832'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CV0832'STATION WAS FOUND UPROOTED BY FARMING OPERATIONS.
 CV0832
 CV0832                          STATION RECOVERY (1968)
 CV0832
 CV0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0832'THE STATION SURFACE AND UNDERGROUND STATION MARKS, REFERENCE
 CV0832'MARK NO. 1 AND AZIMUTH MARK WERE FOUND TO BE DESTROYED.  THE
 CV0832'CONCRETE POSTS HAD BEEN PULLED OUT OF THE GROUND.  THE
 CV0832'SUB-STATION MARK WAS STUCK TO THE BASE OF THE SURFACE MARK.
 CV0832'THE DISKS WERE REMOVED FROM THE CONCRETE POSTS.  REFERENCE
 CV0832'MARK NO. 2 WAS NOT FOUND.  IT IS BELIEVED THE CONCRETE POST
 CV0832'HAS BEEN PULLED OUT AND HAULED AWAY AS THE SITE IS NOW IN
 CV0832'CULTIVATION.
 CV0832'
 CV0832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15
 CV0832'MILES NORTHWEST OF SEMINOLE.  IN SECTION 386, BLOCK G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0983 ***********************************************************************
 CA0983  DESIGNATION -  BELDING
 CA0983  PID         -  CA0983
 CA0983  STATE/COUNTY-  TX/HAMILTON
 CA0983  USGS QUAD   -  POTTSVILLE (1956)
 CA0983
 CA0983                         *CURRENT SURVEY CONTROL
 CA0983  ___________________________________________________________________
 CA0983* NAD 83(1993)-  31 42 29.39482(N)    098 19 56.32051(W)     ADJUSTED  
 CA0983* NAVD 88     -       460.7    (meters)    1511.     (feet)  VERTCON   
 CA0983  ___________________________________________________________________
 CA0983  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CA0983  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CA0983
 CA0983  HORZ ORDER  -  FIRST
 CA0983
 CA0983.The horizontal coordinates were established by classical geodetic methods
 CA0983.and adjusted by the National Geodetic Survey in February 1996..
 CA0983
 CA0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0983
 CA0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0983
 CA0983.The geoid height was determined by GEOID03.
 CA0983
 CA0983;                    North         East     Units Scale Factor Converg.
 CA0983;SPC TX C     - 3,228,023.389   889,661.045   MT  0.99995764   +1 01 50.3
 CA0983;SPC TX C     -10,590,606.74  2,918,829.61   sFT  0.99995764   +1 01 50.3
 CA0983;UTM  14      - 3,508,282.511   563,266.355   MT  0.99964936   +0 21 03.4
 CA0983
 CA0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0983!SPC TX C     -   0.99993182  x   0.99995764  =   0.99988946
 CA0983!UTM  14      -   0.99993182  x   0.99964936  =   0.99958120
 CA0983
 CA0983:                Primary Azimuth Mark                     Grid Az
 CA0983:SPC TX C     -  POTTSVILLE LONE STAR MICROWAVE           205 14 23.7
 CA0983:UTM  14      -  POTTSVILLE LONE STAR MICROWAVE           205 55 10.6
 CA0983
 CA0983|---------------------------------------------------------------------|
 CA0983| PID    Reference Object                     Distance      Geod. Az  |
 CA0983|                                                           dddmmss.s |
 CA0983| CA0982 POTTSVILLE LONE STAR MICROWAVE      APPROX. 5.5 KM 2061614.0 |
 CA0983| CV3774 BELDING RM 1                         13.028 METERS 23031     |
 CA0983| CV3773 BELDING AZ MK                                      2484953.9 |
 CA0983| CA0984 HOOVER                                6.047 METERS 33855     |
 CA0983|---------------------------------------------------------------------|
 CA0983
 CA0983                          SUPERSEDED SURVEY CONTROL
 CA0983
 CA0983  NAD 83(1986)-  31 42 29.40366(N)    098 19 56.30181(W) AD(       ) 1
 CA0983  NAD 27      -  31 42 28.84985(N)    098 19 55.16227(W) AD(       ) 1
 CA0983  NGVD 29 (07/19/86)  460.6    (m)         1511.     (f) VERT ANG       
 CA0983
 CA0983.Superseded values are not recommended for survey control.
 CA0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0983.See file dsdata.txt to determine how the superseded data were derived.
 CA0983
 CA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA6326608283(NAD 83)
 CA0983_MARKER: DS = TRIANGULATION STATION DISK
 CA0983_SETTING: 66 = SET IN ROCK OUTCROP
 CA0983_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CA0983
 CA0983  HISTORY     - Date     Condition        Report By
 CA0983  HISTORY     - 1975     MONUMENTED       NGS
 CA0983
 CA0983                          STATION DESCRIPTION
 CA0983
 CA0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA0983'STATION IS LOCATED ABOUT 12 MILES EAST OF HAMILTON, 6 MILES
 CA0983'NORTHEAST OF INDIAN GAP, 3 MILES NORTH OF POTTSVILLE AND ON A
 CA0983'HIGH KNOLL.  IT IS ON PROPERTY OWNED BY MR. CHARLES BELDING OF
 CA0983'HAMILTON, PHONE NUMBER 817-386-5742, AND THE POTTSVILLE PHONE
 CA0983'NUMBER IS 817-386-4962.
 CA0983'
 CA0983'TO REACH FROM THE POST OFFICE IN POTTSVILLE, GO WEST ON FARM
 CA0983'ROAD 218 FOR ABOUT 200 FEET TO A SIDE ROAD RIGHT.  TURN RIGHT
 CA0983'AND GO NORTH FOR 0.4 MILE TO A FORK.  KEEP LEFT FORK AND GO WEST
 CA0983'AND NORTH FOLLOWING MAIN ROAD FOR 1.1 MILE TO A SIDE ROAD LEFT,
 CA0983'CONTINUE NORTH ON MAIN ROAD FOR 1.3 MILES TO A FORK.  TAKE THE
 CA0983'RIGHT FORK (AZIMUTH MARK ON THE RIGHT, AS DESCRIBED) AND GO
 CA0983'EAST-NORTHEAST ON BLADED ROAD FOR 0.25 MILE TO METAL GATE.
 CA0983'PASS THROUGH GATE AND GO EASTERLY ON TRACK ROAD, PASSING TO THE
 CA0983'RIGHT OF AN OLD HOUSE AND TO THE LEFT OF BARN FOR 0.35
 CA0983'MILE TO A DIM TRACK ROAD LEFT, BEAR LEFT AND FOLLOW TRACK
 CA0983'ROAD NORTHERLY UP HILL FOR 0.1 MILE TO THE STATION ON THE
 CA0983'HIGHEST PART OF KNOLL.
 CA0983'
 CA0983'STATION MARK IS A STANDARD DISK STAMPED BELDING 1975.  THE DISK
 CA0983'IS CEMENTED IN DRILL HOLE IN ROCK THAT IS 18 INCHES BELOW THE
 CA0983'SURFACE OF THE GROUND.
 CA0983'
 CA0983'REFERENCE MARK 1, A STANDARD DISK STAMPED BELDING NO 1 1975.  THE
 CA0983'DISK IS CEMENTED IN DRILL HOLE IN ROCK THAT IS 12 INCHES BELOW THE
 CA0983'SURFACE OF THE GROUND.
 CA0983'
 CA0983'HOOVER USGS, A STANDARD GEOLOGICAL DISK STAMPED HOOVER 1955.  THE
 CA0983'DISK IS SET IN THE TOP OF A 6X6 INCH CONCRETE POST THAT PROJECTS
 CA0983'6 INCHES ABOVE THE GROUND SURFACE.
 CA0983'
 CA0983'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BELDING AZ
 CA0983'1975, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 CA0983'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 67 FEET
 CA0983'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF JUNCTION OF ROADS,
 CA0983'19 FEET SOUTH OF THE APPROXIMATE CENTER OF GRAVELED ROAD, 16 FEET
 CA0983'NORTH OF THE CENTER OF WIRE GATE, 2 FEET WEST OF METAL WITNESS
 CA0983'POST WITH SIGN ATTACHED AND 1 FOOT NORTHWEST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0491 ***********************************************************************
 CE0491  DESIGNATION -  BELEN
 CE0491  PID         -  CE0491
 CE0491  STATE/COUNTY-  TX/EL PASO
 CE0491  USGS QUAD   -  YSLETA (1994)
 CE0491
 CE0491                         *CURRENT SURVEY CONTROL
 CE0491  ___________________________________________________________________
 CE0491* NAD 83(1993)-  31 41 52.19207(N)    106 15 05.07672(W)     ADJUSTED  
 CE0491* NAVD 88     -      1207.7    (meters)    3962.     (feet)  VERTCON   
 CE0491  ___________________________________________________________________
 CE0491  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 CE0491  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0491
 CE0491  HORZ ORDER  -  FIRST
 CE0491
 CE0491.The horizontal coordinates were established by classical geodetic methods
 CE0491.and adjusted by the National Geodetic Survey in February 1996..
 CE0491
 CE0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0491
 CE0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0491
 CE0491.The geoid height was determined by GEOID03.
 CE0491
 CE0491;                    North         East     Units Scale Factor Converg.
 CE0491;SPC TX C     - 3,240,091.401   139,245.730   MT  0.99995543   -3 02 53.4
 CE0491;SPC TX C     -10,630,199.87    456,842.03   sFT  0.99995543   -3 02 53.4
 CE0491;UTM  13      - 3,507,623.917   381,407.357   MT  0.99977346   -0 39 27.4
 CE0491
 CE0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0491!SPC TX C     -   0.99981419  x   0.99995543  =   0.99976963
 CE0491!UTM  13      -   0.99981419  x   0.99977346  =   0.99958769
 CE0491
 CE0491:                Primary Azimuth Mark                     Grid Az
 CE0491:SPC TX C     -  HORIZON CITY RADAR DOME                  113 26 55.1
 CE0491:UTM  13      -  HORIZON CITY RADAR DOME                  111 03 29.1
 CE0491
 CE0491|---------------------------------------------------------------------|
 CE0491| PID    Reference Object                     Distance      Geod. Az  |
 CE0491|                                                           dddmmss.s |
 CE0491| CE0483 HORIZON CITY RADAR DOME             APPROX. 5.5 KM 1102401.7 |
 CE0491| CC6049 BELEN RM 1                           43.836 METERS 12621     |
 CE0491| CC6050 BELEN RM 2                           40.633 METERS 20042     |
 CE0491| CE0492 BELEN AZ MK                         APPROX. 1.9 KM 2212203.0 |
 CE0491| CE0495 EL PASO ST PETER PAUL CATH CH       APPROX. 4.1 KM 2295240.6 |
 CE0491| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX. 8.7 KM 3295027.1 |
 CE0491|---------------------------------------------------------------------|
 CE0491
 CE0491                          SUPERSEDED SURVEY CONTROL
 CE0491
 CE0491  NAD 83(1993)-  31 41 52.19649(N)    106 15 05.07396(W) AD(       ) 1
 CE0491  NAD 83(1986)-  31 41 52.19691(N)    106 15 05.07366(W) AD(       ) 1
 CE0491  NAD 27      -  31 41 51.79376(N)    106 15 03.14167(W) AD(       ) 1
 CE0491  NGVD 29 (07/19/86) 1207.1    (m)         3960.     (f) VERT ANG       
 CE0491
 CE0491.Superseded values are not recommended for survey control.
 CE0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0491.See file dsdata.txt to determine how the superseded data were derived.
 CE0491
 CE0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8140707624(NAD 83)
 CE0491_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0491+STABILITY: SURFACE MOTION
 CE0491
 CE0491  HISTORY     - Date     Condition        Report By
 CE0491  HISTORY     - 1980     MONUMENTED       NGS
 CE0491
 CE0491                          STATION DESCRIPTION
 CE0491
 CE0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0491'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI) EAST-SOUTHEAST
 CE0491'OF DOWNTOWN EL PASO, 8 KM (5 MI) EAST OF YSLETA, AND
 CE0491'2 KM (1-1/4 MI) NORTHEAST OF INTERSTATE HIGHWAY 10.
 CE0491'OWNERSHIP--STATE OF TEXAS, GENERAL LAND OFFICE,
 CE0491'AUSTIN, TX 78701.
 CE0491'
 CE0491'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0491'HIGHWAY 10 AND HORIZON BOULEVARD (EXIT 37), ABOUT 29 KM
 CE0491'(18 MI) SOUTHEAST OF DOWNTOWN EL PASO, GO NORTHWEST ON
 CE0491'GATEWAY WEST, WHICH PARALLELS INTERSTATE HIGHWAY 10,
 CE0491'FOR 3.6 KM (2.25 MI) TO A SAND ROAD ON THE RIGHT AT A
 CE0491'BLOCK ENCLOSED PUMPING STATION.  TURN RIGHT AND FOLLOW
 CE0491'SAND ROAD NORTHEAST FOR 2.0 KM (1.25 MI) TO A REVERSE FORK.
 CE0491'TURN SHARP LEFT AND FOLLOW SAND ROAD WESTERLY FOR 0.1 KM
 CE0491'(0.05 MI) TO WHERE ROAD CROSSES HIGHEST POINT OF SAND
 CE0491'RIDGE.  FROM HERE TURN NORTH AND GO ABOUT 50 METERS
 CE0491'(150 FT) TO THE HIGHEST POINT OF THE WEST END OF A SANDY
 CE0491'RIDGE AND THE STATION.
 CE0491'
 CE0491'THE STATION IS A STANDARD NGS DISK
 CE0491'STAMPED---BELEN 1980---,
 CE0491'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0491'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0491'61.0 METERS (200 FT) NORTHWEST FROM THE SAND ROAD AND
 CE0491'1.0 METER (3.0 FT) SOUTH FROM A METAL WITNESS POST.
 CE0491'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CE0491'STAMPED---BELEN 1980---,
 CE0491'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0491'
 CE0491'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CE0491'STAMPED---BELEN NO 1 1980---,
 CE0491'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0491'PROJECTING 17 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0491'30.0 METERS (100.0 FT) NORTHWEST FROM A SAND ROAD AND
 CE0491'0.5 METER (1.6 FT) WEST FROM A METAL WITNESS POST.
 CE0491'MARK IS BELOW STATION 4.6 METERS.
 CE0491'
 CE0491'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CE0491'STAMPED---BELEN NO 2 1980---,
 CE0491'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0491'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0491'18.0 METERS (59.0 FT) NORTHWEST FROM A SAND ROAD AND
 CE0491'1.0 METER (3.3 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 CE0491'MARK IS BELOW STATION 7.6 METERS.
 CE0491'
 CE0491'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 CE0491'STAMPED---BELEN 1980---,
 CE0491'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0491'FLUSH WITH THE GROUND.  IT IS LOCATED
 CE0491'33.8 METERS (111 FT) NORTHWEST FROM THE DIRT ROAD GOING
 CE0491'NORTHERLY TO THE STATION,
 CE0491'30.2 METERS (99 FT) NORTHEAST FROM THE CENTERLINE OF
 CE0491'GATEWAY WEST FRONTAGE ROAD,
 CE0491'0.6 METER (2.1 FT) SOUTHEAST FROM A POWERPOLE, AND
 CE0491'0.5 METER (1.6 FT) NORTHWEST FROM A METAL WITNESS POST.
 CE0491'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF
 CE0491'INTERSTATE 10 AND HORIZON BOULEVARD (EXIT 37), GO NORTHWEST ON
 CE0491'GATEWAY WEST, WHICH PARALLELS INTERSTATE 10, FOR 3.6 KM
 CE0491'(2.25 MI) TO A SAND ROAD ON THE RIGHT AND A CONCRETE BLOCK
 CE0491'ENCLOSED PUMPING STATION.  TURN RIGHT ON A DIRT ROAD FOR
 CE0491'20 METERS (66 FT) TO A DIM TRACK ROAD LEFT, RUNNING ON THE
 CE0491'NORTH SIDE OF POWERLINE.  GO 30 METERS (100 FT) TO THE MARK
 CE0491'ON THE RIGHT NEXT TO A POWER POLE.
 CE0491'
 CE0491'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF SAGE BRUSH
 CE0491'ON LINE.
 CE0491'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0492 ***********************************************************************
 CE0492  DESIGNATION -  BELEN AZ MK
 CE0492  PID         -  CE0492
 CE0492  STATE/COUNTY-  TX/EL PASO
 CE0492  USGS QUAD   -  YSLETA (1994)
 CE0492
 CE0492                         *CURRENT SURVEY CONTROL
 CE0492  ___________________________________________________________________
 CE0492* NAD 83(1993)-  31 41 05.74423(N)    106 15 52.90766(W)     ADJUSTED  
 CE0492* NAVD 88     -      1141.4    (meters)    3745.     (feet)  VERTCON   
 CE0492  ___________________________________________________________________
 CE0492  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 CE0492  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0492
 CE0492  HORZ ORDER  -  SECOND
 CE0492
 CE0492.The horizontal coordinates were established by classical geodetic methods
 CE0492.and adjusted by the National Geodetic Survey in February 1996..
 CE0492.No horizontal observational check was made to the station.
 CE0492
 CE0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0492
 CE0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0492
 CE0492.The geoid height was determined by GEOID03.
 CE0492
 CE0492;                    North         East     Units Scale Factor Converg.
 CE0492;SPC TX C     - 3,238,729.938   137,911.761   MT  0.99995272   -3 03 18.0
 CE0492;SPC TX C     -10,625,733.14    452,465.50   sFT  0.99995272   -3 03 18.0
 CE0492;UTM  13      - 3,506,208.250   380,131.566   MT  0.99977721   -0 39 51.7
 CE0492
 CE0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0492!SPC TX C     -   0.99982460  x   0.99995272  =   0.99977733
 CE0492!UTM  13      -   0.99982460  x   0.99977721  =   0.99960185
 CE0492
 CE0492                          SUPERSEDED SURVEY CONTROL
 CE0492
 CE0492  NAD 83(1993)-  31 41 05.74848(N)    106 15 52.90464(W) AD(       ) 2
 CE0492  NAD 83(1986)-  31 41 05.74894(N)    106 15 52.90437(W) AD(       ) 2
 CE0492  NAD 27      -  31 41 05.34463(N)    106 15 50.97138(W) AD(       ) 2
 CE0492  NGVD 29 (07/19/86) 1140.8    (m)         3743.     (f) VERT ANG       
 CE0492
 CE0492.Superseded values are not recommended for survey control.
 CE0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0492.See file dsdata.txt to determine how the superseded data were derived.
 CE0492
 CE0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8013206208(NAD 83)
 CE0492_MARKER: DZ = AZIMUTH MARK DISK
 CE0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0492+STABILITY: SURFACE MOTION
 CE0492
 CE0492  HISTORY     - Date     Condition        Report By
 CE0492  HISTORY     - 1980     MONUMENTED       NGS
 CE0492
 CE0492                          STATION DESCRIPTION
 CE0492
 CE0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0492'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI) EAST-SOUTHEAST
 CE0492'OF DOWNTOWN EL PASO, 8 KM (5 MI) EAST OF YSLETA, AND
 CE0492'ON THE ROAD RIGHT-OF-WAY.
 CE0492'OWNERSHIP--THE STATE OF TEXAS, GENERAL LAND OFFICE, AUSTIN,
 CE0492'TX.
 CE0492'
 CE0492'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0492'HIGHWAY 10 AND HORIZON BOULEVARD (EXIT 37), ABOUT 29 KM
 CE0492'(18 MI) SOUTHEAST OF EL PASO, GO NORTHWEST ON GATEWAY BOULEVARD
 CE0492'WEST WHICH PARALLELS INTERSTATE HIGHWAY 10 FOR 3.6 KM
 CE0492'(2.3 MI) TO A SAND ROAD ON THE RIGHT, AT A CEMENT BLOCK
 CE0492'PUMPING STATION.  CONTINUE AHEAD ABOUT 100 FEET TO THE
 CE0492'STATION ON THE RIGHT ABOUT 100 FEET FROM THE CENTERLINE
 CE0492'OF GATEWAY BOULEVARD WEST.
 CE0492'
 CE0492'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CE0492'STAMPED---BELEN 1980---,
 CE0492'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0492'FLUSH WITH GROUND.  IT IS LOCATED
 CE0492'33.8 METERS (111.0 FT) NORTHWEST FROM A SAND ROAD,
 CE0492'30.2 METERS (99.0 FT) NORTHEAST FROM THE CENTERLINE OF GATEWAY
 CE0492'BOULEVARD WEST,
 CE0492'0.6 METER (2.2 FT) SOUTHEAST FROM A UTILITY POLE, AND
 CE0492'0.5 METER (1.6 FT) NORTHEAST FROM A METAL WITNESS POST.
 CE0492'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 CE0492'STAMPED---BELEN 1980---,
 CE0492'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0492'
 CE0492'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0579 ***********************************************************************
 AO0579  DESIGNATION -  BELL
 AO0579  PID         -  AO0579
 AO0579  STATE/COUNTY-  TX/ATASCOSA
 AO0579  USGS QUAD   -  PLEASANTON (1985)
 AO0579
 AO0579                         *CURRENT SURVEY CONTROL
 AO0579  ___________________________________________________________________
 AO0579* NAD 83(1993)-  28 54 02.94194(N)    098 25 19.79858(W)     ADJUSTED  
 AO0579* NAVD 88     -       139.2    (meters)     457.     (feet)  VERTCON   
 AO0579  ___________________________________________________________________
 AO0579  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AO0579  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AO0579
 AO0579  HORZ ORDER  -  SECOND
 AO0579
 AO0579.The horizontal coordinates were established by classical geodetic methods
 AO0579.and adjusted by the National Geodetic Survey in February 1996..
 AO0579
 AO0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0579
 AO0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0579
 AO0579.The geoid height was determined by GEOID03.
 AO0579
 AO0579;                    North         East     Units Scale Factor Converg.
 AO0579;SPC TXSC     - 4,118,445.795   656,350.822   MT  0.99989174   +0 16 59.1
 AO0579;SPC TXSC     -13,511,934.25  2,153,377.66   sFT  0.99989174   +0 16 59.1
 AO0579;UTM  14      - 3,197,134.387   556,335.122   MT  0.99963916   +0 16 45.4
 AO0579
 AO0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0579!SPC TXSC     -   0.99998214  x   0.99989174  =   0.99987388
 AO0579!UTM  14      -   0.99998214  x   0.99963916  =   0.99962130
 AO0579
 AO0579|---------------------------------------------------------------------|
 AO0579| PID    Reference Object                     Distance      Geod. Az  |
 AO0579|                                                           dddmmss.s |
 AO0579| CV3777 BELL RM 2                             5.204 METERS 08342     |
 AO0579| AO0577 PLEASANTON ATT MICROWAVE             74.615 METERS 17048     |
 AO0579| AO0580 BELL 1975 A PT                        9.208 METERS 18943     |
 AO0579| CV3775 BELL AZ MK                                         3061042.6 |
 AO0579| CV3776 BELL RM 1                             5.263 METERS 34655     |
 AO0579|---------------------------------------------------------------------|
 AO0579
 AO0579                          SUPERSEDED SURVEY CONTROL
 AO0579
 AO0579  NAD 83(1986)-  28 54 02.94767(N)    098 25 19.77595(W) AD(       ) 2
 AO0579  NAD 27      -  28 54 02.03863(N)    098 25 18.72083(W) AD(       ) 2
 AO0579  NGVD 29 (07/19/86)  139.2    (m)          457.     (f) VERT ANG       
 AO0579
 AO0579.Superseded values are not recommended for survey control.
 AO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0579.See file dsdata.txt to determine how the superseded data were derived.
 AO0579
 AO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS5633597134(NAD 83)
 AO0579_MARKER: DS = TRIANGULATION STATION DISK
 AO0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0579_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0579
 AO0579  HISTORY     - Date     Condition        Report By
 AO0579  HISTORY     - 1975     MONUMENTED       NGS
 AO0579  HISTORY     - 19930323 MARK NOT FOUND   USPSQD
 AO0579  HISTORY     - 19970418 POOR             USPSQD
 AO0579
 AO0579                          STATION DESCRIPTION
 AO0579
 AO0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 AO0579'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH-NORTHEAST OF
 AO0579'CHRISTINE, 7 MILES EAST-SOUTHEAST OF JOURDANTON, 5 MILES
 AO0579'SOUTHEAST OF PLEASANTON AND ON THE SOUTH SIDE OF U.S. HIGHWAY
 AO0579'281.  IT IS ON STATE HIGHWAY RIGHT-OF-WAY.
 AO0579'
 AO0579'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 AO0579'HIGHWAY 97 IN PLEASANTON, GO SOUTH ON U.S. HIGHWAY 281 FOR 3.6
 AO0579'MILES TO A ROAD SIDE PARK ON THE RIGHT, CONTINUE SOUTH ON
 AO0579'U.S. HIGHWAY 281 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 AO0579'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 281 FOR 0.45 MILE TO A
 AO0579'SIDE ACCESS ROAD ON THE RIGHT, CONTINUE SOUTH ON ACCESS ROAD FOR
 AO0579'1.2 MILES TO THE STATION ON THE RIGHT, JUST BEFORE REACHING A
 AO0579'DRIVEWAY TO AN ATT MICROWAVE TOWER.
 AO0579'
 AO0579'STATION MARKS ARE STANDARD DISK STAMPED BELL 1975.  THE SURFACE
 AO0579'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0579'THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 118 FEET
 AO0579'NORTH-NORTHWEST OF A POWERLINE POLE THAT IS AT THE DRIVEWAY TO
 AO0579'THE ATT MICROWAVE TOWER, 21 FEET SOUTH-SOUTHWEST OF THE
 AO0579'APPROXIMATE CENTER OF ACCESS ROAD AND 3 FEET NORTH OF A METAL
 AO0579'WITNESS POST WITH SIGN ATTACHED THAT IS SET IN FENCELINE.  THE
 AO0579'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AO0579'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AO0579'
 AO0579'REFERENCE MARK 1, A STANDARD DISK STAMPED BELL NO 1 1975, IS
 AO0579'CEMENTED IN DRILL HOLE AND SET FLUSH WITH THE CURB.  IT IS 15
 AO0579'FEET NORTH-NORTHEAST OF FENCELINE AND 9 FEET SOUTH-SOUTHWEST
 AO0579'OF THE APPROXIMATE CENTER OF ACCESS ROAD.
 AO0579'
 AO0579'REFERENCE MARK 2, A STANDARD DISK STAMPED BELL NO 2 1975, IS
 AO0579'CEMENTED IN DRILL HOLE AND SET FLUSH WITH THE CURB.  IT IS
 AO0579'15 FEET NORTH-NORTHEAST OF FENCELINE AND 9 FEET SOUTH-SOUTHWEST
 AO0579'OF THE APPROXIMATE CENTER OF ACCESS ROAD.
 AO0579'
 AO0579'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BELL AZ
 AO0579'1975.  THE DISK IS CEMENTED FLUSH IN DRILL HOLE IN CONCRETE
 AO0579'MEDIAN AT THE EAST EDGE OF CROSS OVER.  IT IS 69 FEET SOUTH OF
 AO0579'THE CENTER LINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 281, 54
 AO0579'FEET EAST OF THE APPROXIMATE CENTER OF CROSS OVER ROAD AND 51 FEET
 AO0579'NORTH OF THE CENTER LINE OF THE EAST BOUND LANE OF U.S.
 AO0579'HIGHWAY 281.
 AO0579
 AO0579                          STATION RECOVERY (1993)
 AO0579
 AO0579'RECOVERY NOTE BY US POWER SQUADRON 1993 (GGB)
 AO0579'AN UNDRGROUND CABLE HAS BEEN PUT IN THIS AREA.  FILL DIRT HAS BEEN
 AO0579'GRADED UP AND AFTER DIGGING 18 SECOND WAS UNABLE TO RECOVER.
 AO0579
 AO0579                          STATION RECOVERY (1997)
 AO0579
 AO0579'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0579'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3058 ***********************************************************************
 CS3058  DESIGNATION -  BELL
 CS3058  PID         -  CS3058
 CS3058  STATE/COUNTY-  TX/HILL
 CS3058  USGS QUAD   -  HILLSBORO EAST (1978)
 CS3058
 CS3058                         *CURRENT SURVEY CONTROL
 CS3058  ___________________________________________________________________
 CS3058* NAD 83(1993)-  32 05 36.35277(N)    097 03 35.34452(W)     ADJUSTED  
 CS3058* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 CS3058  ___________________________________________________________________
 CS3058  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 CS3058  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CS3058
 CS3058  HORZ ORDER  -  SECOND
 CS3058
 CS3058.The horizontal coordinates were established by classical geodetic methods
 CS3058.and adjusted by the National Geodetic Survey in February 1996..
 CS3058
 CS3058.The orthometric height was scaled from a topographic map.
 CS3058
 CS3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3058
 CS3058.The geoid height was determined by GEOID03.
 CS3058
 CS3058;                    North         East     Units Scale Factor Converg.
 CS3058;SPC TXNC     - 2,048,257.419   735,946.426   MT  1.00001129   +0 47 07.7
 CS3058;SPC TXNC     - 6,719,991.22  2,414,517.57   sFT  1.00001129   +0 47 07.7
 CS3058;UTM  14      - 3,552,439.320   683,089.842   MT  1.00001342   +1 01 52.0
 CS3058
 CS3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3058!SPC TXNC     -   0.99996340  x   1.00001129  =   0.99997469
 CS3058!UTM  14      -   0.99996340  x   1.00001342  =   0.99997682
 CS3058
 CS3058|---------------------------------------------------------------------|
 CS3058| PID    Reference Object                     Distance      Geod. Az  |
 CS3058|                                                           dddmmss.s |
 CS3058| CX9699 BELL RM 1                            32.446 METERS 08748     |
 CS3058| CS3065 HILLSBORO HILL CO CTHSE TOWER       APPROX.11.3 KM 2162033.7 |
 CS3058| CS3063 HILLSBORO MUNICIPAL STANDPIPE       APPROX.11.5 KM 2175005.1 |
 CS3058| CS3066 HILLSBORO COTTON MILLS TANK         APPROX.11.3 KM 2182956.0 |
 CS3058| CS3061 HILLSBORO RADIO STA KHBR MAST       APPROX. 9.9 KM 2194442.8 |
 CS3058| CX9700 BELL RM 2                            52.837 METERS 25451     |
 CS3058| CX9698 BELL AZ MK                                         2595924.3 |
 CS3058|---------------------------------------------------------------------|
 CS3058
 CS3058                          SUPERSEDED SURVEY CONTROL
 CS3058
 CS3058  NAD 83(1986)-  32 05 36.36058(N)    097 03 35.32470(W) AD(       ) 2
 CS3058  NAD 27      -  32 05 35.81100(N)    097 03 34.31000(W) AD(       ) 2
 CS3058
 CS3058.Superseded values are not recommended for survey control.
 CS3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3058.See file dsdata.txt to determine how the superseded data were derived.
 CS3058
 CS3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA8309052439(NAD 83)
 CS3058_MARKER: DS = TRIANGULATION STATION DISK
 CS3058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3058
 CS3058  HISTORY     - Date     Condition        Report By
 CS3058  HISTORY     - 1948     MONUMENTED       CGS
 CS3058  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS3058
 CS3058                          STATION DESCRIPTION
 CS3058
 CS3058'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3058'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF HILLSBORO,
 CS3058'7 MILES SOUTHEAST OF ITASCA, AND 7 MILES NORTHWEST OF MILFORD
 CS3058'ON LAND OWNED BY WESTERN UNION LIFE INSURANCE CO. OF DALLAS
 CS3058'AND OCCUPIED BY MR. T.W. BELL.  IT IS 41.6 FEET SOUTHEAST
 CS3058'OF THE SOUTHEAST CORNER OF MR. BELLS RESIDENCE, 24 FEET
 CS3058'NORTHEAST OF THE EAST GATEPOST AND 16 FEET NORTH OF THE
 CS3058'APPROXIMATE CENTERLINE OF THE ROAD.  THE MARK IS ABOUT 14
 CS3058'INCHES BELOW THE GROUND AND THE DISK IS STAMPED BELL 1948.
 CS3058'
 CS3058'REFERENCE MARK NO. 1 IS 106.45 FEET EAST OF THE STATION,
 CS3058'18 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD
 CS3058'AND 1 FOOT WEST OF THE SOUTHEAST CORNER OF THE GARDEN PLOT.
 CS3058'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BELL
 CS3058'NO 1 1948.
 CS3058'
 CS3058'REFERENCE MARK NO. 2 IS 173.35 FEET WEST OF THE STATION,
 CS3058'ABOUT 46 FEET WEST OF A POWERLINE POLE AND 1 FOOT NORTH
 CS3058'OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 8 INCHES
 CS3058'AND THE DISC IS STAMPED BELL NO 2 1948.
 CS3058'
 CS3058'AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE WEST OF THE STATION,
 CS3058'20 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD,
 CS3058'3 FEET NORTH-NORTHWEST OF A COMBINATION TELEPHONE AND POWERLINE
 CS3058'POLE AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 CS3058'PROJECTS 6 IN. AND THE DISK IS STAMPED BELL 1948.
 CS3058'
 CS3058'THE STATION WAS REACHED FROM THE NORTHEAST CORNER OF THE
 CS3058'SQUARE IN HILLSBORO BY GOING NORTH AND EAST ON U.S. HIGHWAY
 CS3058'77 FOR 5.9 MILES TO A DIRT ROAD TO THE LEFT.  TURN LEFT
 CS3058'ON DIRT ROAD FOR 0.2 MILE TO OLD HIGHWAY THAT PARALLELS
 CS3058'A RAILROAD.  TURN RIGHT AND GO 0.4 MILE TO A DIRT ROAD TO
 CS3058'THE LEFT THAT CROSSES THE RAILROAD TRACKS.  TURN LEFT AND
 CS3058'FOLLOW THE DIRT ROAD FOR 1.1 MILE TO A T-INTERSECTION.  TAKE
 CS3058'LEFT FORK, WEST AND NORTH FOR 0.7 MILE TO A T-INTERSECTION
 CS3058'AND THE AZIMUTH MARK AS DESCRIBED ABOVE.  TURN RIGHT AND
 CS3058'GO EAST FOR 0.3 MILE TO MR. BELLS HOUSE ON THE LEFT AND
 CS3058'THE STATION SITE AS DESCRIBED ABOVE.
 CS3058'
 CS3058'AN 87 FOOT SIGNAL AT FILES VISIBLE FROM THE GROUND.
 CS3058'
 CS3058'A 100 FOOT SIGNAL AT MAYFIELD VISIBLE AT 40 FEET.
 CS3058'
 CS3058'AN 87 FOOT SIGNAL AT HILLSBORO VISIBLE AT 50 FEET.
 CS3058'
 CS3058'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS3058
 CS3058                          STATION RECOVERY (1999)
 CS3058
 CS3058'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1056 ***********************************************************************
 GK1056  DESIGNATION -  BELL
 GK1056  PID         -  GK1056
 GK1056  STATE/COUNTY-  TX/ROBERTS
 GK1056  USGS QUAD   -  SOURDOUGH CREEK SW (1973)
 GK1056
 GK1056                         *CURRENT SURVEY CONTROL
 GK1056  ___________________________________________________________________
 GK1056* NAD 83(1993)-  36 00 03.12002(N)    100 59 46.34502(W)     ADJUSTED  
 GK1056* NAVD 88     -       920.     (meters)    3018.     (feet)  SCALED    
 GK1056  ___________________________________________________________________
 GK1056  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 GK1056  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GK1056
 GK1056  HORZ ORDER  -  FIRST
 GK1056
 GK1056.The horizontal coordinates were established by classical geodetic methods
 GK1056.and adjusted by the National Geodetic Survey in February 1996..
 GK1056
 GK1056.The orthometric height was scaled from a topographic map.
 GK1056
 GK1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1056
 GK1056.The geoid height was determined by GEOID03.
 GK1056
 GK1056;                    North         East     Units Scale Factor Converg.
 GK1056;SPC TX N     - 1,222,090.364   245,421.444   MT  0.99996253   +0 17 31.1
 GK1056;SPC TX N     - 4,009,474.80    805,186.85   sFT  0.99996253   +0 17 31.1
 GK1056;UTM  14      - 3,985,887.341   320,077.235   MT  0.99999890   -1 10 25.2
 GK1056
 GK1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1056!SPC TX N     -   0.99985986  x   0.99996253  =   0.99982239
 GK1056!UTM  14      -   0.99985986  x   0.99999890  =   0.99985876
 GK1056
 GK1056|---------------------------------------------------------------------|
 GK1056| PID    Reference Object                     Distance      Geod. Az  |
 GK1056|                                                           dddmmss.s |
 GK1056| CK8914 BELL RM 1                             8.873 METERS 04210     |
 GK1056| CK8915 BELL RM 2                             8.888 METERS 13139     |
 GK1056| CK8913 BELL AZ MK                                         3170006.9 |
 GK1056|---------------------------------------------------------------------|
 GK1056
 GK1056                          SUPERSEDED SURVEY CONTROL
 GK1056
 GK1056  NAD 83(1993)-  36 00 03.12028(N)    100 59 46.34496(W) AD(       ) 1
 GK1056  NAD 83(1986)-  36 00 03.12705(N)    100 59 46.33267(W) AD(       ) 1
 GK1056  NAD 27      -  36 00 02.99200(N)    100 59 44.78500(W) AD(       ) 1
 GK1056
 GK1056.Superseded values are not recommended for survey control.
 GK1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1056.See file dsdata.txt to determine how the superseded data were derived.
 GK1056
 GK1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2007785887(NAD 83)
 GK1056_MARKER: DS = TRIANGULATION STATION DISK
 GK1056_SETTING: 0 = UNSPECIFIED SETTING
 GK1056
 GK1056  HISTORY     - Date     Condition        Report By
 GK1056  HISTORY     - 1951     MONUMENTED       CGS
 GK1056
 GK1056                          STATION DESCRIPTION
 GK1056
 GK1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 GK1056'THE STATION IS LOCATED ABOUT 32 MILES NORTH OF PAMPA, 4 MILES
 GK1056'NORTH OF THE CANADIAN RIVER, 1 MILE EAST OF PATS CREEK, 7 FEET
 GK1056'WEST-SOUTHWEST OF A WITNESS POST, AND ON THE SOUTHERN END OF
 GK1056'A LARGE FLAT-TOPPED BUTTE.
 GK1056'
 GK1056'TO REACH THE STATION FROM THE COURTHOUSE IN STINNETT.  GO NORTH
 GK1056'ON STATE ROUTE 117 FOR 15.6 MILES TO THE JUNCTION OF FARM ROAD
 GK1056'279.  TURN RIGHT AND GO EAST ON FARM ROAD 279 FOR 8.4 MILES TO
 GK1056'THE JUNCTION OF FARM ROAD 760.  TURN RIGHT AND GO NORTH ON
 GK1056'FARM ROAD 760 FOR 4.2 MILES TO A CROSSROAD.  TURN RIGHT AND
 GK1056'GO EAST ON A GRADED DIRT ROAD FOR 7.9 MILES TO A CROSSROAD ABOUT
 GK1056'100 YARDS SOUTH OF A SMALL LAKE.  TURN RIGHT AND GO SOUTH FOR
 GK1056'2.0 MILES TO A CATTLE GUARD.  CONTINUE SOUTH ON DIRT ROAD FOR
 GK1056'3.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GK1056'SOUTHERLY FOR 1.0 MILE TO A WINDMILL ON THE RIGHT.  CONTINUE
 GK1056'SOUTH FOR 0.2 MILE TO A POINT WHERE THE MAIN ROAD TURNS
 GK1056'RIGHT AND A TRACK ROAD GOES STRAIGHT AHEAD.  TAKE THE
 GK1056'TRACK ROAD AND GO EASTERLY FOR 1.0 MILE.  THEN TURN LEFT
 GK1056'AND GO ACROSS COUNTRY FOR 0.4 MILE TO A TRACK ROAD THAT
 GK1056'CROSSES OVER THE RIDGE.  FROM HERE PICK YOUR WAY TO THE
 GK1056'BASE OF THE BUTTE AND THE END OF TRUCK TRAVEL.  A 5-MINUTE
 GK1056'PACK TO THE TOP OF THE BUTTE AND THE STATION SITE.
 GK1056'
 GK1056'THE STATION MARK IS A STANDARD BRONZE DISK WELDED TO THE TOP
 GK1056'OF A 3-INCH IRON PIPE.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 GK1056'IS STAMPED BELL 1951.
 GK1056'
 GK1056'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WELDED TO THE
 GK1056'TOP OF A 3-INCH IRON PIPE.  THE MARK PROJECTS 8 INCHES, AND THE
 GK1056'DISK IS STAMPED BELL NO 1 1951.
 GK1056'
 GK1056'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WELDED TO THE
 GK1056'TOP OF A 3-INCH IRON PIPE.  THE MARK PROJECTS 8 INCHES, AND THE
 GK1056'DISK IS STAMPED BELL NO 2 1951.
 GK1056'
 GK1056'THE AZIMUTH MARK IS 40 FEET NORTHWEST OF A ROAD FORK AND 3
 GK1056'FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD BRONZE
 GK1056'DISK SET IN THE TOP OF A CONCRETE POST.  THE MARK PROJECTS
 GK1056'3 INCHES, AND THE DISK IS STAMPED BELL 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2363 ***********************************************************************
 AN2363  DESIGNATION -  BELL LAKE
 AN2363  PID         -  AN2363
 AN2363  STATE/COUNTY-  TX/VICTORIA
 AN2363  USGS QUAD   -  BLOOMINGTON SW (1995)
 AN2363
 AN2363                         *CURRENT SURVEY CONTROL
 AN2363  ___________________________________________________________________
 AN2363* NAD 83(1993)-  28 35 28.77072(N)    096 57 33.60416(W)     ADJUSTED  
 AN2363* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AN2363  ___________________________________________________________________
 AN2363  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AN2363  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN2363
 AN2363  HORZ ORDER  -  THIRD
 AN2363
 AN2363.The horizontal coordinates were established by classical geodetic methods
 AN2363.and adjusted by the National Geodetic Survey in February 1996..
 AN2363
 AN2363.The orthometric height was scaled from a topographic map.
 AN2363
 AN2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2363
 AN2363.The geoid height was determined by GEOID03.
 AN2363
 AN2363;                    North         East     Units Scale Factor Converg.
 AN2363;SPC TXSC     - 4,085,749.359   799,596.538   MT  0.99994680   +0 59 59.1
 AN2363;SPC TXSC     -13,404,662.69  2,623,342.98   sFT  0.99994680   +0 59 59.1
 AN2363;UTM  14      - 3,164,410.491   699,560.471   MT  1.00009150   +0 58 36.8
 AN2363
 AN2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2363!SPC TXSC     -   1.00000117  x   0.99994680  =   0.99994797
 AN2363!UTM  14      -   1.00000117  x   1.00009150  =   1.00009267
 AN2363
 AN2363|---------------------------------------------------------------------|
 AN2363| PID    Reference Object                     Distance      Geod. Az  |
 AN2363|                                                           dddmmss.s |
 AN2363| CV6008 BELL LAKE RM 1                        7.328 METERS 04819     |
 AN2363| CV6007 BELL LAKE AZ MK                                    2150908.3 |
 AN2363| CV6009 BELL LAKE RM 2                        9.809 METERS 22401     |
 AN2363|---------------------------------------------------------------------|
 AN2363
 AN2363                          SUPERSEDED SURVEY CONTROL
 AN2363
 AN2363  NAD 83(1986)-  28 35 28.77981(N)    096 57 33.58778(W) AD(       ) 3
 AN2363  NAD 27      -  28 35 27.78600(N)    096 57 32.62700(W) AD(       ) 3
 AN2363
 AN2363.Superseded values are not recommended for survey control.
 AN2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2363.See file dsdata.txt to determine how the superseded data were derived.
 AN2363
 AN2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9956064410(NAD 83)
 AN2363_MARKER: DS = TRIANGULATION STATION DISK
 AN2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2363_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2363
 AN2363  HISTORY     - Date     Condition        Report By
 AN2363  HISTORY     - 1952     MONUMENTED       CGS
 AN2363
 AN2363                          STATION DESCRIPTION
 AN2363
 AN2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2363'THE STATION IS ABOUT 4 MILES NORTHEAST OF MC FADDIN AND 1-1/2
 AN2363'MILES SOUTHWEST OF THE POINT WHERE THE BROWNSVILLE AND MEXICO
 AN2363'RAILROAD CROSSES THE GUADALUPE RIVER.
 AN2363'
 AN2363'TO REACH FROM THE POST OFFICE IN MC FADDIN, GO WEST ON FARM ROAD
 AN2363'445 ACROSS RAILROAD TRACKS TO A SIDE ROAD RIGHT, A DISTANCE
 AN2363'OF 50 YARDS.  TURN RIGHT, AND GO ON A DIRT ROAD NORTHEASTERLY
 AN2363'FOR 0.9 MILE TO A Y-FORK.  TURN TO THE RIGHT AND GO ON THE
 AN2363'MAIN TRAVELED ROAD EASTERLY FOR 0.65 MILE TO A RAILROAD
 AN2363'CROSSING.  CROSS THE RAILROAD TRACKS AND CONTINUE ON THE MAIN
 AN2363'TRAVELED ROAD NORTHEASTERLY FOR 1.65 MILES TO A SIDE ROAD
 AN2363'RIGHT.  CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR
 AN2363'0.7 MILE TO A POINT WHERE THE ROAD CURVES TO THE RIGHT AND
 AN2363'THE AZIMUTH MARK ON THE RIGHT, SOUTHEAST SIDE OF ROAD.
 AN2363'CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 0.65 MILE
 AN2363'TO AN EXPOSED PIPE LINE ON THE LEFT AND A SMALL TANK ON THE
 AN2363'RIGHT, SOUTHEAST SIDE OF ROAD.  TURN LEFT, AND GO NORTHWEST
 AN2363'ACROSS COUNTRY FOR 0.1 MILE TO THE SOUTHEAST SIDE OF A
 AN2363'RAILROAD CUT AND THE STATION SITE.
 AN2363'
 AN2363'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AN2363'CYLINDERS.
 AN2363'
 AN2363'THE STATION MARK IS STAMPED BELL LAKE 1952, AND IT PROJECTS
 AN2363'2 INCHES.  THE MARK IS LOCATED ON THE SOUTHEAST RIGHT-OF-WAY
 AN2363'OF THE BROWNSVILLE AND MEXICO RAILROAD.  100 YARDS WEST OF A
 AN2363'SMALL METAL SHACK AND PIPE LINE VALVES.  80 YARDS SOUTHEAST
 AN2363'OF A RAILROAD SIGNAL NO. 2137.  6 FEET NORTHEAST OF A WHITE
 AN2363'WITNESS POST.  AND 3 FEET NORTHWEST OF THE SOUTHEAST
 AN2363'RIGHT-OF-WAY FENCE LINE.
 AN2363'
 AN2363'REFERENCE MARK NO. 1 IS STAMPED BELL LAKE NO 1 1952, AND IT
 AN2363'PROJECTS 4 INCHES.  THE MARK IS LOCATED ABOUT 40 YARDS SOUTHEAST
 AN2363'OF THE RAILROAD TRACK AND 1 FOOT NORTHWEST OF THE SOUTHEAST
 AN2363'RIGHT-OF-WAY FENCE LINE.
 AN2363'
 AN2363'REFERENCE MARK NO. 2 IS STAMPED BELL LAKE NO 2 1952, AND IT
 AN2363'PROJECTS 4 INCHES.  THE MARK IS LOCATED ABOUT 40 YARDS SOUTHEAST
 AN2363'OF THE RAILROAD TRACK AND 1 FOOT NORTHWEST OF THE SOUTHEAST
 AN2363'RIGHT-OF-WAY FENCE LINE.
 AN2363'
 AN2363'THE AZIMUTH MARK IS STAMPED BELL LAKE 1952, AND IT PROJECTS
 AN2363'2 INCHES.  THE MARK IS LOCATED ABOUT 0.65 MILE SOUTHWEST OF THE
 AN2363'STATION.  0.25 MILE SOUTHEAST OF THE BROWNSVILLE AND MEXICO
 AN2363'RAILROAD TRACKS.  32 FEET EAST-SOUTHEAST OF THE CENTER OF A
 AN2363'GRADED ROAD.  AND 2 FEET EAST-NORTHEAST OF A WHITE WITNESS
 AN2363'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0646 ***********************************************************************
 BN0646  DESIGNATION -  BELL MTN
 BN0646  PID         -  BN0646
 BN0646  STATE/COUNTY-  TX/GILLESPIE
 BN0646  USGS QUAD   -  WILLOW CITY (1967)
 BN0646
 BN0646                         *CURRENT SURVEY CONTROL
 BN0646  ___________________________________________________________________
 BN0646* NAD 83(1993)-  30 26 48.16425(N)    098 43 08.70264(W)     ADJUSTED  
 BN0646* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 BN0646  ___________________________________________________________________
 BN0646  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 BN0646  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 BN0646
 BN0646  HORZ ORDER  -  SECOND
 BN0646
 BN0646.The horizontal coordinates were established by classical geodetic methods
 BN0646.and adjusted by the National Geodetic Survey in February 1996..
 BN0646
 BN0646.The orthometric height was scaled from a topographic map.
 BN0646
 BN0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0646
 BN0646.The geoid height was determined by GEOID03.
 BN0646
 BN0646;                    North         East     Units Scale Factor Converg.
 BN0646;SPC TX C     - 3,087,597.693   855,034.043   MT  0.99992828   +0 49 53.2
 BN0646;SPC TX C     -10,129,893.43  2,805,224.19   sFT  0.99992828   +0 49 53.2
 BN0646;UTM  14      - 3,368,319.885   526,971.577   MT  0.99960897   +0 08 32.5
 BN0646
 BN0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0646!SPC TX C     -   0.99990996  x   0.99992828  =   0.99983825
 BN0646!UTM  14      -   0.99990996  x   0.99960897  =   0.99951897
 BN0646
 BN0646|---------------------------------------------------------------------|
 BN0646| PID    Reference Object                     Distance      Geod. Az  |
 BN0646|                                                           dddmmss.s |
 BN0646| CV3779 BELL MTN RM 1                        13.061 METERS 09346     |
 BN0646| BN0644 ECKERT MICROWAVE RADIO MAST         APPROX. 2.3 KM 2354845.7 |
 BN0646| CV3780 BELL MTN RM 2                        10.949 METERS 30903     |
 BN0646| CV3778 BELL MTN AZ MK                                     3224117.6 |
 BN0646|---------------------------------------------------------------------|
 BN0646
 BN0646                          SUPERSEDED SURVEY CONTROL
 BN0646
 BN0646  NAD 83(1986)-  30 26 48.17457(N)    098 43 08.68866(W) AD(       ) 2
 BN0646  NAD 27      -  30 26 47.47830(N)    098 43 07.55570(W) AD(       ) 2
 BN0646
 BN0646.Superseded values are not recommended for survey control.
 BN0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0646.See file dsdata.txt to determine how the superseded data were derived.
 BN0646
 BN0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU2697268320(NAD 83)
 BN0646_MARKER: DS = TRIANGULATION STATION DISK
 BN0646_SETTING: 66 = SET IN ROCK OUTCROP
 BN0646
 BN0646  HISTORY     - Date     Condition        Report By
 BN0646  HISTORY     - 1956     MONUMENTED       CGS
 BN0646  HISTORY     - 19930804 MARK NOT FOUND   USPSQD
 BN0646  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0646
 BN0646                          STATION DESCRIPTION
 BN0646
 BN0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0646'THE STATION IS LOCATED ABOUT 3-3/4 MILES SOUTH OF THE LLANO-GILLESPIE
 BN0646'COUNTY LINE, 2-1/4 MILES NORTH-NORTHEAST OF ECKERT, 1 MILE
 BN0646'EAST OF STATE HIGHWAY 16, 7.5 MILES WEST OF A WHITE 4 IN X 4 IN
 BN0646'WITNESS POST, ON THE HIGHEST POINT OF BELL MOUNTAIN, AND ON
 BN0646'LAND OWNED BY MR. EDWARD HOHMANN OF FREDERICKSBURG, TEXAS.
 BN0646'
 BN0646'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 1323 AND
 BN0646'STATE HIGHWAY 16 IN ECKERT.  GO NORTH ON STATE HIGHWAY 16 FOR
 BN0646'1.5 MILES TO A DRIVEWAY ON THE RIGHT AND SIGN BEELERS SKYHIGH
 BN0646'RANCH.  TURN RIGHT (EAST) AND GO FOR 0.3 MILE TO THE BEELERS
 BN0646'RANCH HOME.  CONTINUE ON A TRACK ROAD, WEST OF THE HOUSE, FOR
 BN0646'0.2 MILE TO A CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE
 BN0646'NORTHERLY ON TRACK ROAD FOR 0.6 MILE TO ANOTHER CATTLE GUARD.
 BN0646'CROSS CATTLE GUARD AND CONTINUE FOR 0.05 MILE TO A SIDE ROAD
 BN0646'ON THE RIGHT, TURN RIGHT AND GO FOR 0.15 MILE TO A ROAD FORK.
 BN0646'CONTINUE ON THE LEFT ROAD FOR 0.2 MILE TO A FENCE ON THE
 BN0646'NORTH EDGE OF THE HILL, AND THE END OF TRUCK TRAVEL.  PACK
 BN0646'EASTERLY FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 BN0646'
 BN0646'TO REACH THE AZIMUTH MARK FROM THE FENCE LINE, FOLLOW THE
 BN0646'TRACK ROAD (NORTHWEST) FOR 0.1 MILE TO A DIM TRACK ROAD ON THE
 BN0646'RIGHT, FOLLOW THE DIM TRACK ROAD (WEST) FOR 0.07 MILE TO THE
 BN0646'AZIMUTH MARK ON THE NORTH EDGE OF THE HILL.
 BN0646'
 BN0646'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0646'AND THE DISK IS STAMPED BELL MTN 1956.
 BN0646'
 BN0646'REFERENCE MARK 1 IS 34 FEET EAST OF THE WHITE WITNESS POST.  THE
 BN0646'MARK IS FLUSH WITH THE BEDROCK, AND THE DISK IS STAMPED BELL
 BN0646'MTN NO 1 1956.
 BN0646'
 BN0646'REFERENCE MARK 2 IS FLUSH WITH THE SURFACE OF THE BEDROCK, AND
 BN0646'THE DISK IS STAMPED BELL MTN NO 2 1956.
 BN0646'
 BN0646'THE AZIMUTH MARK IS 3 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN
 BN0646'WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0646'AND THE DISK IS STAMPED BELL MTN 1956.
 BN0646'
 BN0646'ALL MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN OUTCROPPING
 BN0646'BEDROCK.
 BN0646'
 BN0646'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 BN0646
 BN0646                          STATION RECOVERY (1993)
 BN0646
 BN0646'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0646'MARK NOT FOUND.
 BN0646
 BN0646                          STATION RECOVERY (1996)
 BN0646
 BN0646'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3335 ***********************************************************************
 AW3335  DESIGNATION -  BELLAIRE
 AW3335  PID         -  AW3335
 AW3335  STATE/COUNTY-  TX/HARRIS
 AW3335  USGS QUAD   -  BELLAIRE (1995)
 AW3335
 AW3335                         *CURRENT SURVEY CONTROL
 AW3335  ___________________________________________________________________
 AW3335* NAD 83(1993)-  29 42 19.83237(N)    095 28 20.54370(W)     ADJUSTED  
 AW3335* NAVD 88     -        18.16   (+/-2cm)      59.6    (feet)  VERTCON   
 AW3335  ___________________________________________________________________
 AW3335  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW3335  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW3335
 AW3335  HORZ ORDER  -  FIRST
 AW3335  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3335
 AW3335.The horizontal coordinates were established by classical geodetic methods
 AW3335.and adjusted by the National Geodetic Survey in February 1996..
 AW3335
 AW3335.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3335.The vertical order pertains to the NGVD 29 superseded value.
 AW3335
 AW3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3335
 AW3335.The geoid height was determined by GEOID03.
 AW3335
 AW3335;                    North         East     Units Scale Factor Converg.
 AW3335;SPC TXSC     - 4,212,635.209   941,276.715   MT  0.99988409   +1 43 41.6
 AW3335;SPC TXSC     -13,820,954.01  3,088,172.02   sFT  0.99988409   +1 43 41.6
 AW3335;UTM  15      - 3,288,712.457   260,806.372   MT  1.00030598   -1 13 32.7
 AW3335
 AW3335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3335!SPC TXSC     -   1.00000145  x   0.99988409  =   0.99988554
 AW3335!UTM  15      -   1.00000145  x   1.00030598  =   1.00030743
 AW3335
 AW3335:                Primary Azimuth Mark                     Grid Az
 AW3335:SPC TXSC     -  HOUSTON FIDELITY PROD CO TANK            032 52 15.4
 AW3335:UTM  15      -  HOUSTON FIDELITY PROD CO TANK            035 49 29.7
 AW3335
 AW3335|---------------------------------------------------------------------|
 AW3335| PID    Reference Object                     Distance      Geod. Az  |
 AW3335|                                                           dddmmss.s |
 AW3335| AW6735 HOUSTON FIDELITY PROD CO TANK       APPROX.10.8 KM 0343557.0 |
 AW3335| AW6718 HOUSTON MUNICIPAL TANK              APPROX. 8.8 KM 0481235.3 |
 AW3335| AW6724 HOUSTON STANDARD RICE CO TANK       APPROX.10.3 KM 0505448.3 |
 AW3335| AW3237 WAYNE 2                             APPROX.17.7 KM 0531724.0 |
 AW3335| AW6720 HOUSTON JEFF DAVIS HOSP CHIM        APPROX.10.5 KM 0543123.4 |
 AW3335| AW6581 HOUSTON ST ANNE CATH CH DOME        APPROX. 7.1 KM 0543746.5 |
 AW3335| AW6651 HOUSTON ESPERSON BLDG DOME          APPROX.11.9 KM 0601947.1 |
 AW3335| AW6577 WEST UNIVERSITY PLACE N TANK        APPROX. 5.5 KM 0620616.8 |
 AW3335| AW3338 BELLAIRE RM 3                        38.874 METERS 06511     |
 AW3335| CV6011 BELLAIRE AZ MK 2                                   0875034.0 |
 AW3335| AW6585 WEST UNIVERSITY PLACE S TANK        APPROX. 3.7 KM 0910517.2 |
 AW3335| AW6580 BELLAIRE MUNICIPAL TANK             APPROX. 0.5 KM 1331318.4 |
 AW3335| AW6578 HOUSTON BROCKSTEIN INC TANK         APPROX. 5.5 KM 1484925.9 |
 AW3335| AW3336 BELLAIRE RM 1                        32.083 METERS 18840     |
 AW3335| AW3337 BELLAIRE RM 2                        34.293 METERS 31254     |
 AW3335| AW3339 BELLAIRE RM 4                        42.708 METERS 32926     |
 AW3335| AW3334 BELLAIRE AZ MK                                     3562455.8 |
 AW3335|---------------------------------------------------------------------|
 AW3335
 AW3335                          SUPERSEDED SURVEY CONTROL
 AW3335
 AW3335  NAD 83(1986)-  29 42 19.84658(N)    095 28 20.52441(W) AD(       ) 1
 AW3335  NAD 27      -  29 42 19.01747(N)    095 28 19.73605(W) AD(       ) 1
 AW3335  NGVD 29 (??/??/92)   18.158  (m)           59.57   (f) ADJ UNCH    2 0
 AW3335
 AW3335.Superseded values are not recommended for survey control.
 AW3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3335.See file dsdata.txt to determine how the superseded data were derived.
 AW3335
 AW3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6080688712(NAD 83)
 AW3335_MARKER: DS = TRIANGULATION STATION DISK
 AW3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3335_STAMPING: BELLAIRE 1942
 AW3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3335+STABILITY: SURFACE MOTION
 AW3335
 AW3335  HISTORY     - Date     Condition        Report By
 AW3335  HISTORY     - 1942     MONUMENTED       CGS
 AW3335  HISTORY     - 1942     GOOD             CGS
 AW3335  HISTORY     - 1942     GOOD             CGS
 AW3335  HISTORY     - 1952     GOOD             CGS
 AW3335  HISTORY     - 1955     GOOD             CGS
 AW3335  HISTORY     - 1956     GOOD             TXHD
 AW3335  HISTORY     - 1957     GOOD             TX0530
 AW3335  HISTORY     - 1963     GOOD             CGS
 AW3335  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3335  HISTORY     - 1968     GOOD             CGS
 AW3335  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW3335
 AW3335                          STATION DESCRIPTION
 AW3335
 AW3335'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW3335'STATION IS 0.4 MILE W OF THE BELLAIRE POST OFFICE AT THE CORNER
 AW3335'OF BELLAIRE BOULEVARD AND 6TH STREET, 41 FEET E OF THE CENTER
 AW3335'OF 6TH STREET, AND 49 FEET N OF THE CENTER OF BELLAIRE BOULEVARD.
 AW3335'IT IS STAMPED BELLAIRE 1942 AND PROJECTS ABOUT 2 INCHES.
 AW3335'
 AW3335'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW3335'BRONZE DISKS SET IN CONCRETE.
 AW3335'
 AW3335'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 37 FEET S OF THE
 AW3335'CENTER LINE OF BELLAIRE BOULEVARD, 27 FEET E OF THE CENTER
 AW3335'LINE OF 6TH STREET, AND 55 FEET E OF A POWER LINE POLE.  IT
 AW3335'IS STAMPED BELLAIRE NO. 1 1942 AND PROJECTS ABOUT 6 INCHES.
 AW3335'
 AW3335'REFERENCE MARK NO. 2 IS NW OF THE STATION, 39 FEET W OF
 AW3335'THE CENTER LINE OF 6TH STREET, AND 11 FEET W OF A TELEPHONE
 AW3335'POLE.  IT IS STAMPED BELLAIRE NO. 2 1942 AND PROJECTS ABOUT
 AW3335'10 INCHES.
 AW3335'
 AW3335'THE AZIMUTH MARK IS N OF THE STATION, 29 FEET S OF THE CENTER
 AW3335'LINE OF YUPON ROAD, 27 FEET W OF THE CENTER LINE OF 6TH STREET,
 AW3335'6 FEET S OF A POWER LINE POLE, AND 5 FEET W OF A STREET SIGN
 AW3335'POST.  IT IS STAMPED BELLAIRE 1942 AND PROJECTS 2 INCHES.
 AW3335'
 AW3335'A 90-FOOT SIGNAL AT LACKNER IS VISIBLE AT 64 FEET.
 AW3335'
 AW3335'A 100-FOOT SIGNAL AT WAYNE IS VISIBLE AT 90 FEET.
 AW3335'
 AW3335'A 4-FOOT SIGNAL AT GULF (H.L. AND P.) IS VISIBLE AT 77 FEET.
 AW3335'
 AW3335'A 90-FOOT SIGNAL AT FIRE IS VISIBLE AT 90 FEET.
 AW3335'
 AW3335'A 90-FOOT SIGNAL AT RICE IS VISIBLE AT 77 FEET.
 AW3335'
 AW3335'A 77-FOOT SIGNAL AT HOUSTON SOUTH BASE IS VISIBLE AT 77 FEET.
 AW3335'
 AW3335'A 77-FOOT SIGNAL AT BUELL IS VISIBLE AT 77 FEET.
 AW3335'
 AW3335'A 90-FOOT SIGNAL AT SUGARLAND IS VISIBLE AT 77 FEET.
 AW3335'
 AW3335'A 90-FOOT SIGNAL AT P.T.S. 14 (U.S.G.S.) IS VISIBLE AT 77 FEET.
 AW3335'
 AW3335'A 77-FOOT SIGNAL AT LIESTMAN IS VISIBLE AT 77 FEET.
 AW3335
 AW3335                          STATION RECOVERY (1942)
 AW3335
 AW3335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW3335'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW3335'CONDITION.
 AW3335'
 AW3335'STATION IS IN THE S CORNER OF A TRIANGLE FORMED BY THE INTERSECTION
 AW3335'OF BELLAIRE BOULEVARD - RICHMOND ROAD AND SIXTH STREET.  IT
 AW3335'IS 5.6 FEET NW OF A LARGE EVERGREEN BUSH AND 3.4 FEET NE OF
 AW3335'A 4- BY 4-INCH WOODEN MARKER POST.  IT IS STAMPED BELLAIRE 1942.
 AW3335'THE MONUMENT PROJECTS 0.3 FOOT.
 AW3335'
 AW3335'REFERENCE MARK NO. 1 IS 106.1 FEET S OF THE STATION, 56.5 FEET
 AW3335'NE OF A POWER POLE, 35.7 FEET SE OF THE CENTER LINE OF THE
 AW3335'RICHMOND ROAD, 27.3 FEET SE OF THE CENTER LINE OF SIXTH STREET.
 AW3335'IT IS STAMPED BELLAIRE NO. 1 1942.  THE MONUMENT PROJECTS 0.4
 AW3335'FOOT.
 AW3335'
 AW3335'REFERENCE MARK NO. 2 IS 112.8 FEET NW OF THE STATION, 45.6
 AW3335'FEET NW OF THE CENTER LINE OF INTERSECTION OF BELLAIRE BOULEVARD
 AW3335'WITH SIXTH STREET, 39 FEET W OF THE CENTER LINE OF SIXTH
 AW3335'STREET, 37.5 FEET SW OF POWER POLE NO. 2 AND 24.3 FEET N OF
 AW3335'THE CENTER LINE OF BELLAIRE BOULEVARD.  IT IS STAMPED BELLAIRE
 AW3335'NO. 2 1942.  THE MONUMENT PROJECTS 0.7 FOOT.
 AW3335'
 AW3335'AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, 28 FEET
 AW3335'W OF THE CENTER LINE OF SIXTH STREET, 29 FEET S OF THE CENTER
 AW3335'LINE OF YUPON STREET, 5 FEET S OF A POWER POLE AND 2.5 FEET
 AW3335'S OF A 4- BY 4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AW3335'0.2 FOOT.  IT IS STAMPED BELLAIRE 1942.
 AW3335
 AW3335                          STATION RECOVERY (1942)
 AW3335
 AW3335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 AW3335'0.25 MI SW FROM BELLAIRE.
 AW3335'0.25 MILE SOUTHWEST ALONG RICHMOND ROAD FROM THE POST OFFICE AT
 AW3335'BELLAIRE, HARRIS COUNTY, AT THE SOUTH CORNER OF A TRIANGULAR-SHAPED
 AW3335'PLOT FORMED BY THE INTERSECTION OF BELLAIRE BOULEVARD, RICHMOND ROAD
 AW3335'AND SIXTH STREET, 55.6 FEET SOUTH OF THE CENTERLINE OF BELLAIRE
 AW3335'BOULEVARD, 41.9 FEET EAST OF THE CENTERLINE OF SIXTH STREET, 46.8 FEET
 AW3335'NORTHWEST OF THE CENTERLINE OF RICHMOND ROAD, 5.6 FEET NORTH OF A
 AW3335'LARGE EVERGREEN BUSH, 3.4 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 AW3335'POST, AND LEVEL WITH RICHMOND ROAD.  A STANDARD TRIANGULATION-STATION
 AW3335'DISK, STAMPED BELLAIRE 1942 AND SET IN THE TOP OF A CONCRETE POST
 AW3335'PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- STREET WIDENED IN AREA.
 AW3335'MARK COVERED BY PAVING.
 AW3335
 AW3335                          STATION RECOVERY (1952)
 AW3335
 AW3335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW3335'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AW3335'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH
 AW3335'MARK HAVE BEEN DESTROYED IN THE CONSTRUCTION OF NEW STREETS.
 AW3335'A NEW REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AZIMUTH MARK
 AW3335'WERE ESTABLISHED.
 AW3335'
 AW3335'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW3335'
 AW3335'THE STATION IS LOCATED ABOUT 0.4 MILE WEST-SOUTHWEST OF THE
 AW3335'POST OFFICE IN BELLAIRE, JUST WEST OF A SMALL TRAFFIC CIRCLE,
 AW3335'NEAR THE SOUTH END OF A TRIANGULAR PLOT OF GROUND, 62 FEET SOUTH
 AW3335'OF THE CENTER OF BELLAIRE BOULEVARD, 46 FEET NORTH OF THE CENTER
 AW3335'OF RICHMOND ROAD AND 42 FEET EAST OF THE CENTER OF 6TH STREET.
 AW3335'IT IS STAMPED BELLAIRE 1942 AND PROJECTS 2 INCHES.
 AW3335'
 AW3335'REFERENCE MARK NO. 3 IS IN THE WEST EDGE OF TRAFFIC CIRCLE,
 AW3335'15 FEET EAST OF THE CENTER OF STREET.  IT IS STAMPED BELLAIRE
 AW3335'NO 3 1942 AND IS FLUSH WITH THE GROUND SURFACE.
 AW3335'
 AW3335'REFERENCE MARK NO. 4 IS IN THE NORTHWEST ANGLE OF AN INTERSECTION,
 AW3335'34 FEET NORTH OF THE CENTER OF BELLAIRE BOULEVARD, 30 FEET
 AW3335'WEST OF THE CENTER OF 6TH STREET AND 8 FEET NORTH OF A TELEPHONE
 AW3335'POLE.  IT IS STAMPED BELLAIRE NO 4 1942 AND IS FLUSH WITH THE
 AW3335'GROUND SURFACE.
 AW3335'
 AW3335'THE AZIMUTH MARK IS IN THE PARK AREA BETWEEN THE EAST BOUND AND
 AW3335'WEST BOUND TRAFFIC LANES OF BELLAIRE BOULEVARD, 55 FEET NORTH
 AW3335'OF THE CENTER OF THE EAST BOUND LANE, 40 FEET WEST OF THE
 AW3335'SOUTHWEST CORNER OF A SMALL BUILDING AND 30 FEET EAST OF THE
 AW3335'CENTER OF RICE STREET.  IT IS STAMPED BELLAIRE 1942 RESET 1952
 AW3335'AND IS FLUSH WITH THE GROUND SURFACE.
 AW3335
 AW3335                          STATION RECOVERY (1955)
 AW3335
 AW3335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 AW3335'THE STATION, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4
 AW3335'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  A SEARCH WAS
 AW3335'MADE FOR THE AZIMUTH MARK BUT IT WAS NOT FOUND.
 AW3335
 AW3335                          STATION RECOVERY (1956)
 AW3335
 AW3335'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1956 (SAM)
 AW3335'THE STATION AND REFERENCE MARK NO. 4 WERE FOUND AS DESCRIBED
 AW3335'AND IN GOOD CONDITION.  THE 1952 RECOVERY NOTE OF THESE TWO
 AW3335'POINTS IS CORRECT.
 AW3335'
 AW3335'REFERENCE MARK NO. 3 AND THE AZIMUTH MARK WERE DESTROYED
 AW3335'DURING RECENT CONSTRUCTION ON BELLAIRE BLVD.
 AW3335
 AW3335                          STATION RECOVERY (1957)
 AW3335
 AW3335'RECOVERY NOTE BY CITY OF BELLAIRE TEXAS 1957 (JFN)
 AW3335'BELLAIRE NO. 4 REFERENCE MARKER WAS DISTURBED DURING CONSTRUCTION
 AW3335'OF A FILLING STATION LOCATED AT THE NORTHWEST CORNER OF
 AW3335'BELLAIRE BOULEVARD AND SIXTH STREET INTERSECTION IN THE
 AW3335'CITY OF BELLAIRE, HARRIS COUNTY TEXAS, ON APRIL 12, 1957.
 AW3335
 AW3335                          STATION RECOVERY (1963)
 AW3335
 AW3335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW3335'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 AW3335'THE REFERENCE MARKS AND AZIMUTH MARK WERE SEARCHED FOR BUT
 AW3335'NOT RECOVERED, IT IS BELIEVED THEY WERE DESTROYED DUE TO
 AW3335'STREET CONSTRUCTION.
 AW3335'
 AW3335'A TOWER COULD NOT BE BUILT OVER THE STATION, A NEW REFERENCE
 AW3335'MARK 5, REFERENCE MARK 6 AND AZIMUTH MARK WERE ESTABLISHED AND
 AW3335'REFERENCE MARK 5 WAS USED FOR THE NEW STATION.
 AW3335'
 AW3335'THE STATION IS LOCATED IN THE WEST EDGE OF BELLAIRE AT THE
 AW3335'INTERSECTION OF BELLAIRE BOULEVARD AND SIXTH STREET, IN A
 AW3335'SMALL ISLAND (FIRST ONE DUE EAST OF A HUMBLE SERVICE STATION,
 AW3335'IT IS 41.9 FEET EAST OF THE CENTER OF SIXTH STREET, 30.0 FEET
 AW3335'SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE OF BELLAIRE
 AW3335'BOULEVARD, 15.7 FEET NORTH OF A POWER POLE, 46.0 FEET NORTH OF
 AW3335'THE CENTER LINE OF RICHMOND ROAD AND 13.3 FEET WEST OF A PALM
 AW3335'TREE (ONE OF TWO).
 AW3335
 AW3335                          STATION RECOVERY (1964)
 AW3335
 AW3335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3335'MARK NOT FOUND.
 AW3335
 AW3335                          STATION RECOVERY (1968)
 AW3335
 AW3335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW3335'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND AS
 AW3335'DESCRIBED BY R.W.T. 1963 WITH THE EXCEPTION THAT RICHMOND
 AW3335'ROAD IS NOW BISSONNET STREET AND THE MARK IS 10 INCHES BELOW
 AW3335'THE GROUND SURFACE.
 AW3335
 AW3335                          STATION RECOVERY (1993)
 AW3335
 AW3335'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3334 ***********************************************************************
 AW3334  DESIGNATION -  BELLAIRE AZ MK
 AW3334  PID         -  AW3334
 AW3334  STATE/COUNTY-  TX/HARRIS
 AW3334  USGS QUAD   -  BELLAIRE (1995)
 AW3334
 AW3334                         *CURRENT SURVEY CONTROL
 AW3334  ___________________________________________________________________
 AW3334* NAD 83(1986)-  29 42 33.     (N)    095 28 17.     (W)     SCALED    
 AW3334* NAVD 88     -        18.90   (+/-2cm)      62.0    (feet)  VERTCON   
 AW3334  ___________________________________________________________________
 AW3334  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW3334
 AW3334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3334
 AW3334.The horizontal coordinates were scaled from a topographic map and have
 AW3334.an estimated accuracy of +/- 6 seconds.
 AW3334
 AW3334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3334.The vertical order pertains to the NGVD 29 superseded value.
 AW3334
 AW3334.The geoid height was determined by GEOID03.
 AW3334
 AW3334;                    North         East    Units  Estimated Accuracy
 AW3334;SPC TXSC     - 4,213,040.      941,360.      MT  (+/- 180 meters Scaled)
 AW3334
 AW3334                          SUPERSEDED SURVEY CONTROL
 AW3334
 AW3334  NGVD 29 (??/??/92)   18.893  (m)           61.98   (f) ADJ UNCH    2 0
 AW3334
 AW3334.Superseded values are not recommended for survey control.
 AW3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3334.See file dsdata.txt to determine how the superseded data were derived.
 AW3334
 AW3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN609891(NAD 83)
 AW3334_MARKER: DZ = AZIMUTH MARK DISK
 AW3334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3334_STAMPING: BELLAIRE AZ1
 AW3334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3334+STABILITY: SURFACE MOTION
 AW3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3334+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW3334
 AW3334  HISTORY     - Date     Condition        Report By
 AW3334  HISTORY     - 1942     MONUMENTED       CGS
 AW3334  HISTORY     - 1942     GOOD             CGS
 AW3334  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3334  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW3334  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 AW3334  HISTORY     - 20051006 GOOD             USPSQD
 AW3334
 AW3334                          STATION DESCRIPTION
 AW3334
 AW3334'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3334'0.55 MI NW FROM BELLAIRE.
 AW3334'0.25 MILE SOUTHWEST ALONG RICHMOND ROAD FROM THE POST OFFICE AT
 AW3334'BELLAIRE, HARRIS COUNTY, 0.3 MILE NORTH ALONG SIXTH STREET.  AT THE
 AW3334'INTERSECTION OF YUPON STREET, 29 FEET SOUTH OF THE CENTERLINE OF YUPON
 AW3334'STREET, 28 FEET WEST OF THE CENTERLINE OF SIXTH STREET, 5 FEET SOUTH
 AW3334'OF A POWER-LINE POLE, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1
 AW3334'FOOT HIGHER THAN YUPON STREET, AND 0.5 FOOT HIGHER THAN SIXTH STREET.
 AW3334'A STANDARD AZIMUTH-MARK THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 AW3334'ABOVE GROUND.
 AW3334
 AW3334                          STATION RECOVERY (1964)
 AW3334
 AW3334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3334'MARK NOT FOUND.
 AW3334
 AW3334                          STATION RECOVERY (1997)
 AW3334
 AW3334'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3334'MARK NOT FOUND.
 AW3334
 AW3334                          STATION RECOVERY (2004)
 AW3334
 AW3334'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3334'MARK NOT FOUND.
 AW3334
 AW3334                          STATION RECOVERY (2005)
 AW3334
 AW3334'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3334'FOUND AS DESCRIBED.
 AW3334' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6580 ***********************************************************************
 AW6580  DESIGNATION -  BELLAIRE MUNICIPAL TANK
 AW6580  PID         -  AW6580
 AW6580  STATE/COUNTY-  TX/HARRIS
 AW6580  USGS QUAD   -  BELLAIRE (1995)
 AW6580
 AW6580                         *CURRENT SURVEY CONTROL
 AW6580  ___________________________________________________________________
 AW6580* NAD 83(1993)-  29 42 08.31941(N)    095 28 06.51150(W)     ADJUSTED  
 AW6580* NAVD 88     -                                                        
 AW6580  ___________________________________________________________________
 AW6580  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW6580  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW6580
 AW6580  HORZ ORDER  -  THIRD
 AW6580
 AW6580.The horizontal coordinates were established by classical geodetic methods
 AW6580.and adjusted by the National Geodetic Survey in February 1996..
 AW6580
 AW6580
 AW6580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6580
 AW6580.The geoid height was determined by GEOID03.
 AW6580
 AW6580;                    North         East     Units Scale Factor Converg.
 AW6580;SPC TXSC     - 4,212,292.297   941,664.394   MT  0.99988373   +1 43 48.5
 AW6580;SPC TXSC     -13,819,828.98  3,089,443.93   sFT  0.99988373   +1 43 48.5
 AW6580;UTM  15      - 3,288,349.871   261,176.021   MT  1.00030380   -1 13 25.3
 AW6580
 AW6580                          SUPERSEDED SURVEY CONTROL
 AW6580
 AW6580  NAD 83(1986)-  29 42 08.33365(N)    095 28 06.49267(W) AD(       ) 4
 AW6580  NAD 27      -  29 42 07.50454(N)    095 28 05.70403(W) AD(       ) 3
 AW6580
 AW6580.Superseded values are not recommended for survey control.
 AW6580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6580.See file dsdata.txt to determine how the superseded data were derived.
 AW6580
 AW6580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6117688350(NAD 83)
 AW6580_MARKER: 53 = ELEVATED TANK
 AW6580
 AW6580  HISTORY     - Date     Condition        Report By
 AW6580  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6580  HISTORY     - 1963     GOOD             CGS
 AW6580  HISTORY     - 1968     GOOD             CGS
 AW6580  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW6580  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW6580  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW6580
 AW6580                          STATION DESCRIPTION
 AW6580
 AW6580'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6580'THIS INTERSECTION STATION IS ABOUT 8 MILES SW OF HOUSTON,
 AW6580'0.5 MILE S OF THE CENTER OF THE CITY OF BELLAIRE, 78 PACES
 AW6580'W OF RICE AVENUE, AND 70 PACES SW OF THE BELLAIRE CITY HALL.
 AW6580'THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER ARE BUILT
 AW6580'OF STEEL, PAINTED ALUMINUM.  IT IS ABOUT 145 FEET HIGH AND WAS
 AW6580'BUILT IN 1937.  THE POINT LOCATED WAS A BALL CENTERED AT THE
 AW6580'APEX OF THE CONICAL ROOF OF THE TANK.
 AW6580
 AW6580                          STATION RECOVERY (1963)
 AW6580
 AW6580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6580'THE STATION WAS RECOVERED AS DESCRIBED, ADDITIONAL INFORMATION
 AW6580'FOLLOWS.  THERE ARE THREE ANTENNAS AROUND THE EDGE OF THE CONICAL
 AW6580'ROOF AND A DOUBLE RED LIGHT AT THE APEX.
 AW6580
 AW6580                          STATION RECOVERY (1968)
 AW6580
 AW6580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6580'THE STATION WAS RECOVERED AS DESCRIBED.
 AW6580'
 AW6580'THE POINT INTERSECTED WAS THE CENTER OF THE BALL AT THE APEX
 AW6580'OF THE TANK AND THE OVER-ALL HEIGHT IS 145 FEET.
 AW6580
 AW6580                          STATION RECOVERY (1987)
 AW6580
 AW6580'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6580'MARK NOT FOUND.
 AW6580
 AW6580                          STATION RECOVERY (1991)
 AW6580
 AW6580'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW6580'MARK NOT FOUND.
 AW6580
 AW6580                          STATION RECOVERY (1993)
 AW6580
 AW6580'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6629 ***********************************************************************
 AW6629  DESIGNATION -  BELLAIRE N MUN WATER TANK 1963
 AW6629  PID         -  AW6629
 AW6629  STATE/COUNTY-  TX/HARRIS
 AW6629  USGS QUAD   -  BELLAIRE (1995)
 AW6629
 AW6629                         *CURRENT SURVEY CONTROL
 AW6629  ___________________________________________________________________
 AW6629* NAD 83(1993)-  29 42 40.99468(N)    095 27 26.72590(W)     ADJUSTED  
 AW6629* NAVD 88     -                                                        
 AW6629  ___________________________________________________________________
 AW6629  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW6629  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW6629
 AW6629  HORZ ORDER  -  THIRD
 AW6629
 AW6629.The horizontal coordinates were established by classical geodetic methods
 AW6629.and adjusted by the National Geodetic Survey in February 1996..
 AW6629
 AW6629
 AW6629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6629
 AW6629.The geoid height was determined by GEOID03.
 AW6629
 AW6629;                    North         East     Units Scale Factor Converg.
 AW6629;SPC TXSC     - 4,213,330.160   942,702.805   MT  0.99988475   +1 44 08.0
 AW6629;SPC TXSC     -13,823,234.03  3,092,850.79   sFT  0.99988475   +1 44 08.0
 AW6629;UTM  15      - 3,289,333.250   262,266.990   MT  1.00029738   -1 13 06.8
 AW6629
 AW6629                          SUPERSEDED SURVEY CONTROL
 AW6629
 AW6629  NAD 83(1986)-  29 42 41.00882(N)    095 27 26.70723(W) AD(       ) 4
 AW6629  NAD 27      -  29 42 40.18402(N)    095 27 25.92010(W) AD(       ) 3
 AW6629
 AW6629.Superseded values are not recommended for survey control.
 AW6629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6629.See file dsdata.txt to determine how the superseded data were derived.
 AW6629
 AW6629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6226789333(NAD 83)
 AW6629_MARKER: 53 = ELEVATED TANK
 AW6629
 AW6629  HISTORY     - Date     Condition        Report By
 AW6629  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6629  HISTORY     - 1987     GOOD             USPSQD
 AW6629  HISTORY     - 1987     GOOD             USPSQD
 AW6629  HISTORY     - 1991     GOOD             USPSQD
 AW6629  HISTORY     - 19931030 GOOD             USPSQD
 AW6629  HISTORY     - 20040325 GOOD             USPSQD
 AW6629  HISTORY     - 20040529 GOOD             USPSQD
 AW6629
 AW6629                          STATION DESCRIPTION
 AW6629
 AW6629'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6629'STATION IS LOCATED 0.4 MILE NORTHEAST OF THE INTERSECTION OF
 AW6629'BELLAIRE AND POST OAK STREETS IN BELLAIRE.  THE STATION IS A WATER
 AW6629'TANK WITH EIGHT TUBULAR LEGS, ELLIPSEIDAL TOP AND BOTTOM AND
 AW6629'PAINTED SILVER.  THE LETTERS BELLAIRE ARE POINTED ON THE SIDE OF
 AW6629'THE TANK AND HAS TWO LIGHTS ATOP THE TANK.  THE INTERSECTING
 AW6629'POINT WAS THE TOP CENTER.  TANK IS APPROXIMATELY 100 FEET IN
 AW6629'HEIGHT.
 AW6629
 AW6629                          STATION RECOVERY (1987)
 AW6629
 AW6629'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6629'RECOVERED IN GOOD CONDITION.
 AW6629
 AW6629                          STATION RECOVERY (1987)
 AW6629
 AW6629'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6629'RECOVERED IN GOOD CONDITION.
 AW6629
 AW6629                          STATION RECOVERY (1991)
 AW6629
 AW6629'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW6629'RECOVERED IN GOOD CONDITION.
 AW6629
 AW6629                          STATION RECOVERY (1993)
 AW6629
 AW6629'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6629'RECOVERED IN GOOD CONDITION.
 AW6629
 AW6629                          STATION RECOVERY (2004)
 AW6629
 AW6629'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6629'RECOVERED IN GOOD CONDITION.
 AW6629
 AW6629                          STATION RECOVERY (2004)
 AW6629
 AW6629'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6629'BEHIND HOUSE AT 4618 BEECH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3338 ***********************************************************************
 AW3338  DESIGNATION -  BELLAIRE RM 3
 AW3338  PID         -  AW3338
 AW3338  STATE/COUNTY-  TX/HARRIS
 AW3338  USGS QUAD   -  BELLAIRE (1995)
 AW3338
 AW3338                         *CURRENT SURVEY CONTROL
 AW3338  ___________________________________________________________________
 AW3338* NAD 83(1986)-  29 42 20.     (N)    095 28 20.     (W)     SCALED    
 AW3338* NAVD 88     -        18.43   (+/-2cm)      60.5    (feet)  VERTCON   
 AW3338  ___________________________________________________________________
 AW3338  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW3338
 AW3338  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3338
 AW3338.The horizontal coordinates were scaled from a topographic map and have
 AW3338.an estimated accuracy of +/- 6 seconds.
 AW3338
 AW3338.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3338.The vertical order pertains to the NGVD 29 superseded value.
 AW3338
 AW3338.The geoid height was determined by GEOID03.
 AW3338
 AW3338;                    North         East    Units  Estimated Accuracy
 AW3338;SPC TXSC     - 4,212,640.      941,290.      MT  (+/- 180 meters Scaled)
 AW3338
 AW3338                          SUPERSEDED SURVEY CONTROL
 AW3338
 AW3338  NGVD 29 (??/??/92)   18.421  (m)           60.44   (f) ADJ UNCH    2 0
 AW3338
 AW3338.Superseded values are not recommended for survey control.
 AW3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3338.See file dsdata.txt to determine how the superseded data were derived.
 AW3338
 AW3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN608887(NAD 83)
 AW3338_MARKER: DR = REFERENCE MARK DISK
 AW3338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3338_STAMPING: BELLAIRE NO 3 1942
 AW3338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3338+STABILITY: SURFACE MOTION
 AW3338
 AW3338  HISTORY     - Date     Condition        Report By
 AW3338  HISTORY     - 1952     MONUMENTED       CGS
 AW3338  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3338  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW3338  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 AW3338
 AW3338                          STATION DESCRIPTION
 AW3338
 AW3338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3338'0.25 MI SW FROM BELLAIRE.
 AW3338'0.3 MILES WEST ALONG BELLAIRE BOULEVARD FROM THE POST OFFICE IN
 AW3338'BELLAIRE, HARRIS COUNTY, AT THE INTERSECTION OF BELLAIRE BOULEVARD AND
 AW3338'RICHMOND ROAD.  THE MARK IS 128 FEET ENE OF TRIANGULATION STATION
 AW3338'BELLAIRE 1942.  A STANDARD REFERENCE MARK DISK STAMPED BELLAIRE NO 3
 AW3338'1942 AND SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW3338
 AW3338                          STATION RECOVERY (1997)
 AW3338
 AW3338'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3338'MARK NOT FOUND.
 AW3338
 AW3338                          STATION RECOVERY (2004)
 AW3338
 AW3338'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6623 ***********************************************************************
 AW6623  DESIGNATION -  BELLAIRE RM 5
 AW6623  PID         -  AW6623
 AW6623  STATE/COUNTY-  TX/HARRIS
 AW6623  USGS QUAD   -  BELLAIRE (1995)
 AW6623
 AW6623                         *CURRENT SURVEY CONTROL
 AW6623  ___________________________________________________________________
 AW6623* NAD 83(1993)-  29 42 20.15940(N)    095 28 16.29433(W)     ADJUSTED  
 AW6623* NAVD 88     -        18.68   (+/-2cm)      61.3    (feet)  VERTCON   
 AW6623  ___________________________________________________________________
 AW6623  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6623  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW6623
 AW6623  HORZ ORDER  -  FIRST
 AW6623  VERT ORDER  -  THIRD ? (See Below)
 AW6623
 AW6623.The horizontal coordinates were established by classical geodetic methods
 AW6623.and adjusted by the National Geodetic Survey in February 1996..
 AW6623
 AW6623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6623.The vertical order pertains to the NGVD 29 superseded value.
 AW6623
 AW6623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6623
 AW6623.The geoid height was determined by GEOID03.
 AW6623
 AW6623;                    North         East     Units Scale Factor Converg.
 AW6623;SPC TXSC     - 4,212,648.718   941,390.571   MT  0.99988410   +1 43 43.7
 AW6623;SPC TXSC     -13,820,998.34  3,088,545.57   sFT  0.99988410   +1 43 43.7
 AW6623;UTM  15      - 3,288,720.084   260,920.822   MT  1.00030531   -1 13 30.6
 AW6623
 AW6623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6623!SPC TXSC     -   1.00000137  x   0.99988410  =   0.99988547
 AW6623!UTM  15      -   1.00000137  x   1.00030531  =   1.00030668
 AW6623
 AW6623|---------------------------------------------------------------------|
 AW6623| PID    Reference Object                     Distance      Geod. Az  |
 AW6623|                                                           dddmmss.s |
 AW6623| AW3335 BELLAIRE                            114.668 METERS 26458     |
 AW6623| CV6012 BELLAIRE AZ MK RESET                               2701241.2 |
 AW6623| CV6013 BELLAIRE RM 6                        30.496 METERS 30309     |
 AW6623|---------------------------------------------------------------------|
 AW6623
 AW6623                          SUPERSEDED SURVEY CONTROL
 AW6623
 AW6623  NAD 83(1986)-  29 42 20.17356(N)    095 28 16.27562(W) AD(       ) 1
 AW6623  NAD 27      -  29 42 19.34455(N)    095 28 15.48675(W) AD(       ) 1
 AW6623  NGVD 29 (07/19/86)   18.67   (m)           61.3    (f) LEVELING    3  
 AW6623
 AW6623.Superseded values are not recommended for survey control.
 AW6623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6623.See file dsdata.txt to determine how the superseded data were derived.
 AW6623
 AW6623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6092188720(NAD 83)
 AW6623_MARKER: DS = TRIANGULATION STATION DISK
 AW6623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6623
 AW6623  HISTORY     - Date     Condition        Report By
 AW6623  HISTORY     - 1963     MONUMENTED       CGS
 AW6623  HISTORY     - 1968     GOOD             CGS
 AW6623  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW6623
 AW6623                          STATION DESCRIPTION
 AW6623
 AW6623'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6623'THE STATION IS LOCATED IN THE EAST ANGLE OF THE INTERSECTION OF
 AW6623'BELLAIRE BOULEVARD AND RICHMOND ROAD IN BELLAIRE, IN THE MEDIAN
 AW6623'STRIP BETWEEN THE EAST AND WEST LANES OF BELLAIRE BOULEVARD, ABOUT
 AW6623'200 FEET EAST OF THE STOP LIGHT AS DESCRIBED.
 AW6623'
 AW6623'THE STATION MARK IS A STANDARD REFERENCE DISK SET IN THE TOP OF A
 AW6623'10 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE
 AW6623'AND STAMPED BELLAIRE NO 5 1942.  IT ALSO HAS A UNDERGROUND MARK.
 AW6623'IT IS 38.0 FEET NORTH OF THE EAST LANE CURBING OF BELLAIRE
 AW6623'BOULEVARD.  90.4 FEET SOUTH OF THE WEST LANE CURBING OF BELLAIRE
 AW6623'BOULEVARD.  77.3 FEET WEST OF THE WEST END OF A PAVED PARKING
 AW6623'AREA ON THE MEDIAN STRIP.  AND 68.0 FEET EAST OF THE CENTER OF A
 AW6623'CROSSOVER ROAD.
 AW6623'
 AW6623'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 AW6623'SQUARE CONCRETE POST WHICH IS ABOUT 6 INCHES BELOW THE GROUND
 AW6623'SURFACE AND STAMPED BELLAIRE 1942.  IT IS 41.9 FEET EAST OF THE
 AW6623'EAST CURBING OF SIXTH STREET.  30.0 FEET SOUTH OF THE CENTERLINE
 AW6623'OF THE EAST BOUND LANE OF BELLAIRE BOULEVARD.  15.7 FEET NORTH OF
 AW6623'A POWER POLE.  46.0 FEET NORTH OF THE CENTER OF RICHMOND ROAD
 AW6623'AND 13.3 FEET WEST OF A PALM TREE.
 AW6623'
 AW6623'REFERENCE MARK 6 IS A STANDARD DISK SET IN A DRILL HOLE IN THE BASE
 AW6623'OF A METAL LIGHT POLE AND STAMPED BELLAIRE NO 6 1942.  THE MARK
 AW6623'IS NORTHWEST OF REFERENCE MARK NO. 5.
 AW6623'
 AW6623'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 AW6623'SQUARE CONCRETE POST WHICH IS ABOUT FLUSH WITH THE GROUND SURFACE
 AW6623'AND STAMPED BELLAIRE 1942 RESET 1963.  IT IS 21.9 FEET NORTH OF THE
 AW6623'EAST BOUND LANE OF BELLAIRE BOULEVARD.  34.0 FEET SOUTH OF THE
 AW6623'CENTER OF THE WEST BOUND LANE.  4.0 FEET EAST OF THE SOUTHEAST
 AW6623'CORNER OF A CONCRETE WELCOME TO BELLAIRE MONUMENT.  49.6 FEET
 AW6623'WEST OF A CROSSOVER ROAD AND ABOUT 140 FEET EAST OF THE
 AW6623'INTERSECTION OF CHIMNEY ROCK ROAD AND BELLAIRE BOULEVARD, ABOUT
 AW6623'0.25 MILE WEST OF BELLAIRE RM 5.
 AW6623'
 AW6623'HEIGHT OF LIGHT ABOVE STATION MARK 34.07 METERS.
 AW6623
 AW6623                          STATION RECOVERY (1968)
 AW6623
 AW6623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6623'BELLAIRE 1942 IS A 1963 TRAVERSE DISTANCE.
 AW6623'
 AW6623'THE STATION MARK (R.M. 5), REFERENCE MARK 6 AND THE AZIMUTH MARK
 AW6623'WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY R.W.T. 1963.
 AW6623'ADDED REFERENCE MEASUREMENTS FOLLOW.
 AW6623'
 AW6623'THE STATION MARK (R.M. 5) IS 25.3 FEET SOUTH-SOUTHWEST OF A LONE
 AW6623'CEDAR TREE.
 AW6623'
 AW6623'REFERENCE MARK 6 IS A STANDARD DISK STAMPED BELLAIRE NO 6 1942,
 AW6623'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A 10-INCH STEEL
 AW6623'TRAFFIC CONTROL LIGHT POLE WHICH IS LOCATED ON THE SOUTHWEST SIDE
 AW6623'OF BISSONNET STREET AT ITS INTERSECTION WITH THE WEST BOUND LANE
 AW6623'OF BELLAIRE BOULEVARD.
 AW6623
 AW6623                          STATION RECOVERY (1993)
 AW6623
 AW6623'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0665 ***********************************************************************
 DO0665  DESIGNATION -  BELLEVUE MUNICIPAL TANK
 DO0665  PID         -  DO0665
 DO0665  STATE/COUNTY-  TX/CLAY
 DO0665  USGS QUAD   -  BELLEVUE (1968)
 DO0665
 DO0665                         *CURRENT SURVEY CONTROL
 DO0665  ___________________________________________________________________
 DO0665* NAD 83(1993)-  33 38 10.66328(N)    098 00 54.05755(W)     ADJUSTED  
 DO0665* NAVD 88     -                                                        
 DO0665  ___________________________________________________________________
 DO0665  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 DO0665  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DO0665
 DO0665  HORZ ORDER  -  THIRD
 DO0665
 DO0665.The horizontal coordinates were established by classical geodetic methods
 DO0665.and adjusted by the National Geodetic Survey in February 1996..
 DO0665
 DO0665
 DO0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0665
 DO0665.The geoid height was determined by GEOID03.
 DO0665
 DO0665;                    North         East     Units Scale Factor Converg.
 DO0665;SPC TXNC     - 2,218,520.491   644,991.641   MT  0.99992456   +0 15 52.2
 DO0665;SPC TXNC     - 7,278,595.98  2,116,110.08   sFT  0.99992456   +0 15 52.2
 DO0665;UTM  14      - 3,722,265.282   591,348.723   MT  0.99970287   +0 32 44.3
 DO0665
 DO0665                          SUPERSEDED SURVEY CONTROL
 DO0665
 DO0665  NAD 83(1993)-  33 38 10.66430(N)    098 00 54.05596(W) AD(       ) 4
 DO0665  NAD 83(1986)-  33 38 10.66625(N)    098 00 54.04463(W) AD(       ) 4
 DO0665  NAD 27      -  33 38 10.29000(N)    098 00 52.89800(W) AD(       ) 3
 DO0665
 DO0665.Superseded values are not recommended for survey control.
 DO0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0665.See file dsdata.txt to determine how the superseded data were derived.
 DO0665
 DO0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9134922265(NAD 83)
 DO0665_MARKER: 53 = ELEVATED TANK
 DO0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0665+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 DO0665
 DO0665  HISTORY     - Date     Condition        Report By
 DO0665  HISTORY     - 1955     FIRST OBSERVED   CGS
 DO0665  HISTORY     - 1956     GOOD             CGS
 DO0665  HISTORY     - 1968     GOOD             CGS
 DO0665  HISTORY     - 20040806 GOOD             USPSQD
 DO0665
 DO0665                          STATION DESCRIPTION
 DO0665
 DO0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DO0665'THE STATION IS IN THE NORTH CENTRAL PART OF BELLEVUE, 250 FEET
 DO0665'WEST OF THE CENTER OF FARM ROAD 1288 AND 175 FEET SOUTH OF THE
 DO0665'CENTER OF U.S. HIGHWAY 287.  A 4-LEGGED STEEL STRUCTURE SUPPORTS
 DO0665'THE TANK PROPER.  THE STATION IS PAINTED SILVER COLOR AND HAS
 DO0665'AN OVER-ALL HEIGHT OF 145 FEET.  THE BALL AT THE APEX WAS
 DO0665'THE POINT OBSERVED UPON
 DO0665
 DO0665                          STATION RECOVERY (1956)
 DO0665
 DO0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ANP)
 DO0665'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1956.
 DO0665
 DO0665                          STATION RECOVERY (1968)
 DO0665
 DO0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 DO0665'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
 DO0665
 DO0665                          STATION RECOVERY (2004)
 DO0665
 DO0665'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DO0665'RECOVERED AS DESCRIBED. THE TANK IS PAINTED BLUE WITH A PINK CONE ON
 DO0665'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1074 ***********************************************************************
 DN1074  DESIGNATION -  BELLS
 DN1074  PID         -  DN1074
 DN1074  STATE/COUNTY-  TX/GRAYSON
 DN1074  USGS QUAD   -  WHITEWRIGHT (1984)
 DN1074
 DN1074                         *CURRENT SURVEY CONTROL
 DN1074  ___________________________________________________________________
 DN1074* NAD 83(1993)-  33 35 48.18808(N)    096 23 35.08657(W)     ADJUSTED  
 DN1074* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 DN1074  ___________________________________________________________________
 DN1074  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DN1074  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DN1074
 DN1074  HORZ ORDER  -  SECOND
 DN1074
 DN1074.The horizontal coordinates were established by classical geodetic methods
 DN1074.and adjusted by the National Geodetic Survey in February 1996..
 DN1074
 DN1074.The orthometric height was scaled from a topographic map.
 DN1074
 DN1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1074
 DN1074.The geoid height was determined by GEOID03.
 DN1074
 DN1074;                    North         East     Units Scale Factor Converg.
 DN1074;SPC TXNC     - 2,215,988.180   795,533.205   MT  0.99991776   +1 08 56.8
 DN1074;SPC TXNC     - 7,270,287.89  2,610,011.86   sFT  0.99991776   +1 08 56.8
 DN1074;UTM  14      - 3,720,488.932   741,907.753   MT  1.00032151   +1 26 35.6
 DN1074
 DN1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1074!SPC TXNC     -   0.99996829  x   0.99991776  =   0.99988606
 DN1074!UTM  14      -   0.99996829  x   1.00032151  =   1.00028979
 DN1074
 DN1074|---------------------------------------------------------------------|
 DN1074| PID    Reference Object                     Distance      Geod. Az  |
 DN1074|                                                           dddmmss.s |
 DN1074| CX9702 BELLS RM 1                           15.795 METERS 00324     |
 DN1074| DN1068 ECTOR MUNICIPAL TANK                APPROX.11.2 KM 1002400.1 |
 DN1074| CX9701 BELLS AZ MK                                        2682329.2 |
 DN1074| CX9703 BELLS RM 2                           16.390 METERS 27327     |
 DN1074|---------------------------------------------------------------------|
 DN1074
 DN1074                          SUPERSEDED SURVEY CONTROL
 DN1074
 DN1074  NAD 83(1993)-  33 35 48.18921(N)    096 23 35.08452(W) AD(       ) 2
 DN1074  NAD 83(1986)-  33 35 48.19466(N)    096 23 35.07787(W) AD(       ) 2
 DN1074  NAD 27      -  33 35 47.81700(N)    096 23 34.12890(W) AD(       ) 2
 DN1074
 DN1074.Superseded values are not recommended for survey control.
 DN1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1074.See file dsdata.txt to determine how the superseded data were derived.
 DN1074
 DN1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4190820489(NAD 83)
 DN1074_MARKER: DS = TRIANGULATION STATION DISK
 DN1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1074
 DN1074  HISTORY     - Date     Condition        Report By
 DN1074  HISTORY     - 1955     MONUMENTED       CGS
 DN1074  HISTORY     - 1966     GOOD             RBNF
 DN1074
 DN1074                          STATION DESCRIPTION
 DN1074
 DN1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1074'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF BELLS,
 DN1074'ABOUT 1.25 MILES WEST-SOUTHWEST OF SAVOY AND ABOUT 0.5 MILE
 DN1074'SOUTH OF U.S. HIGHWAY 82.
 DN1074'
 DN1074'THE STATION MARK IS A STANDARD DISK STAMPED BELLS 1955 SET
 DN1074'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH
 DN1074'WITH THE GROUND.  THE MARK IS 55.0 FEET EAST OF A WHITE WITNESS
 DN1074'POST, 38.0 FEET EAST OF THE DRIVEWAY INTO MR. J.H. BURNETTS
 DN1074'HOME AND 26.0 FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD.
 DN1074'
 DN1074'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BELLS NO
 DN1074'1 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 DN1074'PROJECTS 4 INCHES ABOVE THE GROUND.  THE MARK IS 25.0 FEET
 DN1074'NORTH OF THE CENTERLINE OF THE GRADED ROAD, 1.0 FOOT SOUTH OF
 DN1074'AN EAST-WEST FENCE LINE AND IT IS ABOUT 2 FEET HIGHER THAN
 DN1074'THE STATION.
 DN1074'
 DN1074'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BELLS
 DN1074'NO 2 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 DN1074'THAT IS FLUSH WITH THE GROUND.  THE MARK IS 26.0 FEET SOUTH
 DN1074'OF THE CENTERLINE OF THE GRADED ROAD, 2.0 FEET EAST OF A WHITE
 DN1074'WITNESS POST AND A FENCE CORNER AND IT IS AT THE STATION
 DN1074'ELEVATION.
 DN1074'
 DN1074'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELLS 1955 SET
 DN1074'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 DN1074'3 INCHES ABOVE THE GROUND.  THE MARK IS 30.0 FEET WEST OF THE
 DN1074'CENTER OF A GRADED T-ROAD, 15.0 FEET NORTH OF A FENCE CORNER,
 DN1074'4.0 FEET NORTH OF A POWER LINE POLE AND 1.0 FOOT EAST OF A
 DN1074'NORTH-SOUTH FENCE LINE.
 DN1074'
 DN1074'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82
 DN1074'AND 69 IN THE VILLAGE OF BELLS.  GO EAST ON U.S. HIGHWAY
 DN1074'82 FOR 0.75 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 DN1074'GRAVELED ROAD FOR 0.75 MILE TO A GRADED T-ROAD AND THE AZIMUTH
 DN1074'MARK ON THE RIGHT.  FROM THE AZIMUTH MARK TURN LEFT ON THE GRADED
 DN1074'ROAD AND GO EAST FOR 0.3 MILE TO THE STATION ON THE RIGHT
 DN1074'AS DESCRIBED.
 DN1074'
 DN1074'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 DN1074
 DN1074                          STATION RECOVERY (1966)
 DN1074
 DN1074'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1966 (RJN)
 DN1074'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1073 ***********************************************************************
 DN1073  DESIGNATION -  BELLS MUNICIPAL TANK
 DN1073  PID         -  DN1073
 DN1073  STATE/COUNTY-  TX/GRAYSON
 DN1073  USGS QUAD   -  WHITEWRIGHT (1984)
 DN1073
 DN1073                         *CURRENT SURVEY CONTROL
 DN1073  ___________________________________________________________________
 DN1073* NAD 83(1993)-  33 36 36.55450(N)    096 24 31.21010(W)     ADJUSTED  
 DN1073* NAVD 88     -                                                        
 DN1073  ___________________________________________________________________
 DN1073  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DN1073  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DN1073
 DN1073  HORZ ORDER  -  THIRD
 DN1073
 DN1073.The horizontal coordinates were established by classical geodetic methods
 DN1073.and adjusted by the National Geodetic Survey in February 1996..
 DN1073
 DN1073
 DN1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1073
 DN1073.The geoid height was determined by GEOID03.
 DN1073
 DN1073;                    North         East     Units Scale Factor Converg.
 DN1073;SPC TXNC     - 2,217,449.013   794,056.915   MT  0.99992001   +1 08 26.2
 DN1073;SPC TXNC     - 7,275,080.64  2,605,168.40   sFT  0.99992001   +1 08 26.2
 DN1073;UTM  14      - 3,721,942.742   740,423.388   MT  1.00031268   +1 26 06.3
 DN1073
 DN1073                          SUPERSEDED SURVEY CONTROL
 DN1073
 DN1073  NAD 83(1993)-  33 36 36.55566(N)    096 24 31.20791(W) AD(       ) 4
 DN1073  NAD 83(1986)-  33 36 36.56121(N)    096 24 31.20157(W) AD(       ) 4
 DN1073  NAD 27      -  33 36 36.18400(N)    096 24 30.25200(W) AD(       ) 3
 DN1073
 DN1073.Superseded values are not recommended for survey control.
 DN1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1073.See file dsdata.txt to determine how the superseded data were derived.
 DN1073
 DN1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC4042321943(NAD 83)
 DN1073_MARKER: 53 = ELEVATED TANK
 DN1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1073+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 DN1073
 DN1073  HISTORY     - Date     Condition        Report By
 DN1073  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1073  HISTORY     - 1957     GOOD             CGS
 DN1073  HISTORY     - 20020818 GOOD             USPSQD
 DN1073  HISTORY     - 20040815 GOOD             USPSQD
 DN1073
 DN1073                          STATION DESCRIPTION
 DN1073
 DN1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1073'STATION IS A SILVER COLOR CYLINDRICAL WATER TANK WHICH IS
 DN1073'ELEVATED TO ABOUT 130 FEET ON A SIX LEGGED STRUCTURAL STEEL
 DN1073'SCAFFOLD.  THE BALL AT THE PEAK OF THE CONICAL ROOF WAS
 DN1073'INTERSECTED.  THE NAME BELLS IN LARGE BLACK LETTERS APPEARS
 DN1073'ON THE NORTHWEST SIDE.
 DN1073'
 DN1073'IT IS LOCATED NEAR THE CENTER AND BUSINESS SECTION OF BELLS,
 DN1073'ONE BLOCK EAST OF HIGHWAY U.S. 69, ONE BLOCK SOUTH OF HIGHWAY
 DN1073'U.S. 82, AND ABOUT 50 YARDS WEST OF THE MAIN TRACKS OF THE
 DN1073'MISSOURI KANSAS AND TEXAS RAILROAD YARD.
 DN1073
 DN1073                          STATION RECOVERY (1957)
 DN1073
 DN1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1073'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1073'FOR PROCEEDING TO TANK SITE ARE CORRECT.
 DN1073
 DN1073                          STATION RECOVERY (2002)
 DN1073
 DN1073'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 DN1073'RECOVERED IN GOOD CONDITION.
 DN1073
 DN1073                          STATION RECOVERY (2004)
 DN1073
 DN1073'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 DN1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0237 ***********************************************************************
 AX0237  DESIGNATION -  BELLVILLE
 AX0237  PID         -  AX0237
 AX0237  STATE/COUNTY-  TX/AUSTIN
 AX0237  USGS QUAD   -  BURLEIGH (1981)
 AX0237
 AX0237                         *CURRENT SURVEY CONTROL
 AX0237  ___________________________________________________________________
 AX0237* NAD 83(1993)-  29 56 45.37957(N)    096 14 50.16573(W)     ADJUSTED  
 AX0237* NAVD 88     -        93.14   (+/-2cm)     305.6    (feet)  VERTCON   
 AX0237  ___________________________________________________________________
 AX0237  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AX0237  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0237
 AX0237  HORZ ORDER  -  THIRD
 AX0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0237
 AX0237.The horizontal coordinates were established by classical geodetic methods
 AX0237.and adjusted by the National Geodetic Survey in February 1996..
 AX0237
 AX0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0237.The vertical order pertains to the NGVD 29 superseded value.
 AX0237
 AX0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0237
 AX0237.The geoid height was determined by GEOID03.
 AX0237
 AX0237;                    North         East     Units Scale Factor Converg.
 AX0237;SPC TXSC     - 4,237,263.763   865,698.879   MT  0.99991994   +1 20 55.0
 AX0237;SPC TXSC     -13,901,756.20  2,840,213.74   sFT  0.99991994   +1 20 55.0
 AX0237;SPC TX C     - 3,038,204.293 1,094,393.737   MT  1.00004995   +2 06 16.4
 AX0237;SPC TX C     - 9,967,841.92  3,590,523.45   sFT  1.00004995   +2 06 16.4
 AX0237;UTM  14      - 3,315,982.507   765,690.036   MT  1.00047103   +1 22 29.7
 AX0237
 AX0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0237!SPC TXSC     -   0.99998963  x   0.99991994  =   0.99990957
 AX0237!SPC TX C     -   0.99998963  x   1.00004995  =   1.00003958
 AX0237!UTM  14      -   0.99998963  x   1.00047103  =   1.00046066
 AX0237
 AX0237|---------------------------------------------------------------------|
 AX0237| PID    Reference Object                     Distance      Geod. Az  |
 AX0237|                                                           dddmmss.s |
 AX0237| AX2650 POLYGONAL BUILDING CENTER 1954       35.357 METERS 04312     |
 AX0237| AX0238 BELLVILLE RM 1                       21.670 METERS 09427     |
 AX0237| CV6014 BELLVILLE AZ MK                                    1191956.8 |
 AX0237| AX0236 BELLVILLE RM 2                       28.543 METERS 21841     |
 AX0237| AX2667 BELLVILLE MUNICIPAL TANK            APPROX. 1.2 KM 2935255.4 |
 AX0237| AX2668 BELLVILLE AUSTIN CO CH TOWER        APPROX. 1.1 KM 2964456.3 |
 AX0237|---------------------------------------------------------------------|
 AX0237
 AX0237                          SUPERSEDED SURVEY CONTROL
 AX0237
 AX0237  NAD 83(1986)-  29 56 45.39468(N)    096 14 50.14870(W) AD(       ) 3
 AX0237  NAD 27      -  29 56 44.58400(N)    096 14 49.29900(W) AD(       ) 3
 AX0237  NGVD 29 (??/??/92)   93.111  (m)          305.48   (f) ADJ UNCH    2 0
 AX0237
 AX0237.Superseded values are not recommended for survey control.
 AX0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0237.See file dsdata.txt to determine how the superseded data were derived.
 AX0237
 AX0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU6569015983(NAD 83)
 AX0237_MARKER: DS = TRIANGULATION STATION DISK
 AX0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0237_STAMPING: BELLVILLE 1954
 AX0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0237+STABILITY: SURFACE MOTION
 AX0237
 AX0237  HISTORY     - Date     Condition        Report By
 AX0237  HISTORY     - 1954     MONUMENTED       CGS
 AX0237  HISTORY     - 1954     GOOD             CGS
 AX0237  HISTORY     - 1954     GOOD             CGS
 AX0237  HISTORY     - 1988     GOOD             USPSQD
 AX0237  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 AX0237  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 AX0237
 AX0237                          STATION DESCRIPTION
 AX0237
 AX0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX0237'STATION IS LOCATED ON THE SOUTHEAST SIDE OF BELLVILLE ON THE
 AX0237'GROUNDS OF THE BELLVILLE CITY PARK.
 AX0237'
 AX0237'STATION IS REACHED FROM THE AUSTIN COUNTY COURTHOUSE IN
 AX0237'BELLVILLE BY GOING EAST ON STATE HIGHWAY 159 FOR 0.35 MILE
 AX0237'TO JUNCTION OF FARM ROAD 331, TURN RIGHT AND GO SOUTHEAST
 AX0237'ON FARM ROAD 331 FOR 0.3 MILE TO ENTRANCE TO CITY PARK AND
 AX0237'STATION ON LEFT AS DESCRIBED.  CONTINUE EAST ON FARM ROAD 331 FOR
 AX0237'0.4 MILE TO CULVERT, THEN ANOTHER 0.15 MILE TO AZIMUTH MARK ON
 AX0237'RIGHT AS DESCRIBED.
 AX0237'
 AX0237'STATION IS A STANDARD DISK STAMPED BELLVILLE 1954 SET IN TOP
 AX0237'OF A SQUARE CONCRETE POST 2 INCHES ABOVE GROUND LEVEL, 95
 AX0237'FEET NORTHEAST OF THE WEST MASONARY ENTRANCE POST, 77 FEET
 AX0237'SOUTHWEST OF THE WEST CORNER OF CONCRETE AND MASONARY STEPS
 AX0237'AT THE SOUTH ENTRANCE OF A 12 SIDED BUILDING, 56 FEET NORTHWEST
 AX0237'OF THE NORTHWEST CORNER OF A TILE BATHOUSE, 13 FEET NORTHEAST
 AX0237'OF A WHITE WITNESS POST IN A RAISLAWN AREA SURROUNDED BY
 AX0237'A CIRCULAR DRIVE.
 AX0237'
 AX0237'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BELLVILLE NO 1
 AX0237'1954 SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 AX0237'GROUND, 78 FEET NORTH OF THE NORTHWEST CORNER OF THE BATHHOUSE,
 AX0237'57 FEET SOUTHEAST OF THE STEPS AT THE SOUTH ENTRANCE TO THE 12
 AX0237'SIDED BUILDING AND 1 FOOT NORTH OF THE CURB BORDERING A DRIVEWAY.
 AX0237'
 AX0237'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BELLVILLE NO 2 1954
 AX0237'SET IN TOP OF A SQUARE CONCRETE POST 5 INCHES ABOVE GROUND
 AX0237'LEVEL AND 1 FOOT NORTHWEST OF THE ROUND MASONARY POST ON THE
 AX0237'WEST SIDE OF THE SOUTHEAST ENTRANCE TO THE CITY PARK.
 AX0237'
 AX0237'AZIMUTH MARK IS A STANDARD DISK STAMPED BELLVILLE 1954 SET
 AX0237'IN TOP OF A SQUARE CONCRETE POST 4 INCHES ABOVE GROUND LEVEL,
 AX0237'ABOUT 60 FEET WEST OF A WOODEN GATE, 35 FEET SOUTH OF THE
 AX0237'CENTER LINE OF FARM ROAD 331, 5 FEET WEST OF A TELEPHONE POLE,
 AX0237'2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 AX0237'FENCE LINE.
 AX0237'
 AX0237'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AX0237
 AX0237                          STATION RECOVERY (1954)
 AX0237
 AX0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AX0237'0.4 MILE SOUTHEAST ALONG FARM ROAD 331 FROM THE GULF, COLORADO
 AX0237'AND SANTA FE RAILROAD STATION AT BELLVILLE, 161 FEET NORTH
 AX0237'OF THE CENTER LINE OF THE FARM ROAD, 26 FEET EAST OF THE
 AX0237'CENTER LINE OF A DRIVEWAY LEADING TO THE CITY PARK, 67 FEET
 AX0237'NORTHWEST OF THE NORTHWEST CORNER OF A SWIMMING POOL, A
 AX0237'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 AX0237'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED
 AX0237'BELLVILLE 1954.
 AX0237'
 AX0237'BELLVILLE R.M. 1 IS 71.0 FEET EAST OF TRIANGULATION STATION
 AX0237'BELLVILLE 1954, 9 FEET EAST OF THE CENTER LINE OF A CIRCULAR
 AX0237'DRIVEWAY, 19 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY,
 AX0237'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AX0237'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED BELLVILLE NO 1 1954.
 AX0237'
 AX0237'BELLVILLE R.M. 2 IS 94.0 FEET SOUTHWEST OF TRIANGULATION
 AX0237'STATION BELLVILLE 1954, 53 FEET NORTH OF THE CENTER LINE OF THE
 AX0237'FARM ROAD, 15 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 AX0237'LEADING TO THE CITY PARK, A REFERENCE MARK DISK SET IN THE TOP
 AX0237'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 AX0237'STAMPED BELLVILLE NO 2 1954.
 AX0237
 AX0237                          STATION RECOVERY (1954)
 AX0237
 AX0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 AX0237'0.4 MI SE FROM BELLVILLE.
 AX0237'0.4 MILE SOUTHEAST ALONG FARM ROAD 331 FROM THE GULF, COLORADO AND
 AX0237'SANTA FE RAILROAD STATION AT BELLVILLE, 161 FEET NORTH OF THE CENTER
 AX0237'LINE OF THE FARM ROAD, 25 FEET EAST OF THE CENTER LINE OF A DRIVEWAY
 AX0237'LEADING TO THE CITY PARK, 67 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AX0237'A SWIMMING POOL, SET IN THE TOP OF A CONCRETE POST WICH PROJECTS 0.2
 AX0237'FOOT ABOVE THE GROUND.
 AX0237
 AX0237                          STATION RECOVERY (1988)
 AX0237
 AX0237'RECOVERY NOTE BY US POWER SQUADRON 1988 (PRH)
 AX0237'RECOVERED IN GOOD CONDITION.
 AX0237
 AX0237                          STATION RECOVERY (1999)
 AX0237
 AX0237'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0237'MARK NOT FOUND.
 AX0237
 AX0237                          STATION RECOVERY (2004)
 AX0237
 AX0237'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0237'NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2667 ***********************************************************************
 AX2667  DESIGNATION -  BELLVILLE MUNICIPAL TANK
 AX2667  PID         -  AX2667
 AX2667  STATE/COUNTY-  TX/AUSTIN
 AX2667  USGS QUAD   -  BELLVILLE (1981)
 AX2667
 AX2667                         *CURRENT SURVEY CONTROL
 AX2667  ___________________________________________________________________
 AX2667* NAD 83(1993)-  29 57 00.86889(N)    096 15 30.34177(W)     ADJUSTED  
 AX2667* NAVD 88     -                                                        
 AX2667  ___________________________________________________________________
 AX2667  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AX2667  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX2667
 AX2667  HORZ ORDER  -  THIRD
 AX2667
 AX2667.The horizontal coordinates were established by classical geodetic methods
 AX2667.and adjusted by the National Geodetic Survey in February 1996..
 AX2667
 AX2667
 AX2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2667
 AX2667.The geoid height was determined by GEOID03.
 AX2667
 AX2667;                    North         East     Units Scale Factor Converg.
 AX2667;SPC TXSC     - 4,237,715.240   864,610.712   MT  0.99992075   +1 20 35.3
 AX2667;SPC TXSC     -13,903,237.42  2,836,643.64   sFT  0.99992075   +1 20 35.3
 AX2667;SPC TX C     - 3,038,641.433 1,093,299.569   MT  1.00004858   +2 05 55.7
 AX2667;SPC TX C     - 9,969,276.10  3,586,933.67   sFT  1.00004858   +2 05 55.7
 AX2667;UTM  14      - 3,316,433.730   764,601.067   MT  1.00046391   +1 22 10.3
 AX2667
 AX2667                          SUPERSEDED SURVEY CONTROL
 AX2667
 AX2667  NAD 83(1986)-  29 57 00.88437(N)    096 15 30.32569(W) AD(       ) 4
 AX2667  NAD 27      -  29 57 00.06900(N)    096 15 29.45900(W) AD(       ) 3
 AX2667
 AX2667.Superseded values are not recommended for survey control.
 AX2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2667.See file dsdata.txt to determine how the superseded data were derived.
 AX2667
 AX2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU6460116434(NAD 83)
 AX2667_MARKER: 53 = ELEVATED TANK
 AX2667
 AX2667  HISTORY     - Date     Condition        Report By
 AX2667  HISTORY     - 1935     FIRST OBSERVED   CGS
 AX2667  HISTORY     - 1954     GOOD             CGS
 AX2667  HISTORY     - 1988     GOOD             USPSQD
 AX2667  HISTORY     - 19991023 GOOD             USPSQD
 AX2667  HISTORY     - 20040327 GOOD             USPSQD
 AX2667
 AX2667                          STATION DESCRIPTION
 AX2667
 AX2667'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX2667'THIS STATION IS THE TOP OF THE BELLVILLE MUNICIPAL TANK.  THE
 AX2667'TANK IS SILVER WITH CURVED BOTTOM, APPROXIMATELY 125 FEET HIGH,
 AX2667'OF THE CONVENTIONAL TYPE.  IT IS SUPPORTED BY FOUR GIRDER
 AX2667'LEGS SET IN CONCRETE BLOCKS.
 AX2667'
 AX2667'THERE IS A SMALL PUMPING STATION 20 FEET SW OF THE BASE.
 AX2667'
 AX2667'IT HAS A 10-INCH FEED LINE AT THE CENTER.
 AX2667'
 AX2667'SET FLUSH IN THE CONCRETE BASE SUPPORTING THE SW LEG, IS A
 AX2667'U.S.C. AND G.S.B.M. NO. Y 208, 1933.  ELEVATION 281.929 FEET.
 AX2667'
 AX2667'THE TANK IS LOCATED 1-1/2 BLOCKS W OF THE COURTHOUSE.
 AX2667
 AX2667                          STATION RECOVERY (1954)
 AX2667
 AX2667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2667'STATION RECOVERED AS PREVIOUSLY DESCRIBED.  THE STATION IS
 AX2667'SHOWN AS BELLVILLE, MUN. TANK ON ALL 1954 COMPUTATIONS.
 AX2667
 AX2667                          STATION RECOVERY (1988)
 AX2667
 AX2667'RECOVERY NOTE BY US POWER SQUADRON 1988 (PRH)
 AX2667'RECOVERED IN GOOD CONDITION.
 AX2667
 AX2667                          STATION RECOVERY (1999)
 AX2667
 AX2667'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2667'RECOVERED IN GOOD CONDITION.
 AX2667
 AX2667                          STATION RECOVERY (2004)
 AX2667
 AX2667'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX2667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0238 ***********************************************************************
 AX0238  DESIGNATION -  BELLVILLE RM 1
 AX0238  PID         -  AX0238
 AX0238  STATE/COUNTY-  TX/AUSTIN
 AX0238  USGS QUAD   -  BURLEIGH (1981)
 AX0238
 AX0238                         *CURRENT SURVEY CONTROL
 AX0238  ___________________________________________________________________
 AX0238* NAD 83(1986)-  29 56 46.     (N)    096 14 49.     (W)     SCALED    
 AX0238* NAVD 88     -        93.46   (+/-2cm)     306.6    (feet)  VERTCON   
 AX0238  ___________________________________________________________________
 AX0238  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0238
 AX0238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0238
 AX0238.The horizontal coordinates were scaled from a topographic map and have
 AX0238.an estimated accuracy of +/- 6 seconds.
 AX0238
 AX0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0238.The vertical order pertains to the NGVD 29 superseded value.
 AX0238
 AX0238.The geoid height was determined by GEOID03.
 AX0238
 AX0238;                    North         East    Units  Estimated Accuracy
 AX0238;SPC TXSC     - 4,237,280.      865,730.      MT  (+/- 180 meters Scaled)
 AX0238
 AX0238                          SUPERSEDED SURVEY CONTROL
 AX0238
 AX0238  NGVD 29 (??/??/92)   93.438  (m)          306.55   (f) ADJ UNCH    2 0
 AX0238
 AX0238.Superseded values are not recommended for survey control.
 AX0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0238.See file dsdata.txt to determine how the superseded data were derived.
 AX0238
 AX0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU657160(NAD 83)
 AX0238_MARKER: DR = REFERENCE MARK DISK
 AX0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0238_STAMPING: BELLVILLE NO 1 1954
 AX0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0238+STABILITY: SURFACE MOTION
 AX0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0238+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 AX0238
 AX0238  HISTORY     - Date     Condition        Report By
 AX0238  HISTORY     - 1954     MONUMENTED       CGS
 AX0238  HISTORY     - 19991023 GOOD             USPSQD
 AX0238  HISTORY     - 20040327 GOOD             USPSQD
 AX0238
 AX0238                          STATION DESCRIPTION
 AX0238
 AX0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0238'0.4 MI SE FROM BELLVILLE.
 AX0238'0.4 MILE SOUTHEAST ALONG FARM ROAD 331 FROM THE GULF, COLORADO AND
 AX0238'SANTA FE RAILROAD STATION AT BELLVILLE, AT THE CITY PARK, 9 FEET EAST
 AX0238'OF THE CENTER LINE OF A CIRCULAR DRIVEWAY, 19 FEET NORTH OF THE CENTER
 AX0238'LINE OF A DRIVEWAY, 71.0 FEET EAST OF TRIANGULATION STATION BELLVILLE
 AX0238'1954, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AX0238'THE GROUND.
 AX0238
 AX0238                          STATION RECOVERY (1999)
 AX0238
 AX0238'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0238'RECOVERED IN GOOD CONDITION.
 AX0238
 AX0238                          STATION RECOVERY (2004)
 AX0238
 AX0238'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0236 ***********************************************************************
 AX0236  DESIGNATION -  BELLVILLE RM 2
 AX0236  PID         -  AX0236
 AX0236  STATE/COUNTY-  TX/AUSTIN
 AX0236  USGS QUAD   -  BURLEIGH (1981)
 AX0236
 AX0236                         *CURRENT SURVEY CONTROL
 AX0236  ___________________________________________________________________
 AX0236* NAD 83(1986)-  29 56 45.     (N)    096 14 51.     (W)     SCALED    
 AX0236* NAVD 88     -        92.62   (+/-2cm)     303.9    (feet)  VERTCON   
 AX0236  ___________________________________________________________________
 AX0236  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0236
 AX0236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0236
 AX0236.The horizontal coordinates were scaled from a topographic map and have
 AX0236.an estimated accuracy of +/- 6 seconds.
 AX0236
 AX0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0236.The vertical order pertains to the NGVD 29 superseded value.
 AX0236
 AX0236.The geoid height was determined by GEOID03.
 AX0236
 AX0236;                    North         East    Units  Estimated Accuracy
 AX0236;SPC TXSC     - 4,237,250.      865,680.      MT  (+/- 180 meters Scaled)
 AX0236
 AX0236                          SUPERSEDED SURVEY CONTROL
 AX0236
 AX0236  NGVD 29 (??/??/92)   92.598  (m)          303.80   (f) ADJ UNCH    2 0
 AX0236
 AX0236.Superseded values are not recommended for survey control.
 AX0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0236.See file dsdata.txt to determine how the superseded data were derived.
 AX0236
 AX0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU656159(NAD 83)
 AX0236_MARKER: DR = REFERENCE MARK DISK
 AX0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0236_STAMPING: BELLVILLE NO 2 1954
 AX0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0236+STABILITY: SURFACE MOTION
 AX0236
 AX0236  HISTORY     - Date     Condition        Report By
 AX0236  HISTORY     - 1954     MONUMENTED       CGS
 AX0236  HISTORY     - 19991023 GOOD             USPSQD
 AX0236
 AX0236                          STATION DESCRIPTION
 AX0236
 AX0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0236'0.4 MI SE FROM BELLVILLE.
 AX0236'0.4 MILE SOUTHEAST ALONG FARM ROAD 331 FROM THE GULF, COLORADO AND
 AX0236'SANTA FE RAILROAD STATION AT BELLVILLE, 53 FEET NORTH OF THE CENTER
 AX0236'LINE OF THE FARM ROAD, 15 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 AX0236'LEADING TO THE CITY PARK, 94.0 FEET SOUTHWEST OF TRIANGULATION STATION
 AX0236'BELLVILLE 1954, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AX0236'FOOT ABOVE THE GROUND.
 AX0236
 AX0236                          STATION RECOVERY (1999)
 AX0236
 AX0236'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0985 ***********************************************************************
 DO0985  DESIGNATION -  BELNAP
 DO0985  PID         -  DO0985
 DO0985  STATE/COUNTY-  TX/YOUNG
 DO0985  USGS QUAD   -  SOUTH BEND (1981)
 DO0985
 DO0985                         *CURRENT SURVEY CONTROL
 DO0985  ___________________________________________________________________
 DO0985* NAD 83(1993)-  33 06 33.72058(N)    098 41 54.11558(W)     ADJUSTED  
 DO0985* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 DO0985  ___________________________________________________________________
 DO0985  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DO0985  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DO0985
 DO0985  HORZ ORDER  -  THIRD
 DO0985
 DO0985.The horizontal coordinates were established by classical geodetic methods
 DO0985.and adjusted by the National Geodetic Survey in February 1996..
 DO0985
 DO0985.The orthometric height was scaled from a topographic map.
 DO0985
 DO0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0985
 DO0985.The geoid height was determined by GEOID03.
 DO0985
 DO0985;                    North         East     Units Scale Factor Converg.
 DO0985;SPC TXNC     - 2,159,998.210   581,487.377   MT  0.99987313   -0 06 29.5
 DO0985;SPC TXNC     - 7,086,594.13  1,907,763.17   sFT  0.99987313   -0 06 29.5
 DO0985;UTM  14      - 3,663,451.932   528,142.682   MT  0.99960976   +0 09 53.2
 DO0985
 DO0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0985!SPC TXNC     -   0.99993735  x   0.99987313  =   0.99981049
 DO0985!UTM  14      -   0.99993735  x   0.99960976  =   0.99954714
 DO0985
 DO0985                          SUPERSEDED SURVEY CONTROL
 DO0985
 DO0985  NAD 83(1993)-  33 06 33.72159(N)    098 41 54.11338(W) AD(       ) 3
 DO0985  NAD 83(1986)-  33 06 33.72329(N)    098 41 54.10079(W) AD(       ) 3
 DO0985
 DO0985.Superseded values are not recommended for survey control.
 DO0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0985.See file dsdata.txt to determine how the superseded data were derived.
 DO0985
 DO0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2814363452(NAD 83)
 DO0985_MARKER: DD = SURVEY DISK
 DO0985_SETTING: 0 = UNSPECIFIED SETTING
 DO0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0985
 DO0985  HISTORY     - Date     Condition        Report By
 DO0985  HISTORY     - 1923     MONUMENTED       USGS
 DO0985  HISTORY     - 1966     GOOD             USGS
 DO0985  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0985
 DO0985                          STATION DESCRIPTION
 DO0985
 DO0985'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DO0985'ON W. T. STEADHAM LAND ABOUT 7.0 MI. W. OF GRAHAM, 2.5 MI. NE. OF
 DO0985'BRIDGE ON GRAHAM-THROCKMORTON ROAD CROSSING OF THE BRAZOS RIVER, ON
 DO0985'HIGHEST AND MOST WESTERLY RIDGE OF CHAIN OF MOUNTAINS NEAR EASTERLY
 DO0985'BEND OF THE RIVER.  HILLTOP HAS VERY LITTLE TIMBER ON IT, BEING
 DO0985'FAIRLY GOOD GRASS LAND SOIL WITH PRACTICALLY NO ROCKS.  STATION IS
 DO0985'ABOUT 80 YDS. FROM S., E., AND W. SIDES AND 125 YDS. FROM N. END OF
 DO0985'TOP PART OF RIDGE.
 DO0985'
 DO0985'RECOVERED BY USGS IN 1966 AND REDESCRIBED AS FOLLOWS
 DO0985'
 DO0985'FROM BRIDGE OVER BRAZOS RIVER ON HIGHWAY 209 ABOUT 8.5 MI. W. OF
 DO0985'GRAHAM, TEXAS, GO 2.4 MI. E. TO T-RD. N., JUST W. OF CURVE IN HIGHWAY,
 DO0985'GO 0.4 MI. N. TO METAL GATE, GO THRU GATE, TAKE RIGHT FORK (NE.) AND
 DO0985'FOLLOW MAIN RD. FOR ABOUT 0.9 MI. TO GROUP OF OIL TANKS, STATION IS
 DO0985'ABOUT 0.3 MI. DUE W. OF TANKS, ON GRASSY TOP (SOME BRUSH).
 DO0985'
 DO0985'STATION MARK--BRONZE TABLET SET IN CEMENT RESTING ON LAYER OF DIRT,
 DO0985'THE CEMENT BEING FORMED BY HALF A NAIL KEY WHICH WAS LEFT ON CEMENT,
 DO0985'STAMPED---BELNAP 1923 ET 1965---.  THE CEMENT BEARS THE MARK
 DO0985'---BELNAP MT. 2-8-24--- AND TOP OF IT IS ABOUT LEVEL WITH SURROUNDING
 DO0985'SURFACE OF GROUND.
 DO0985'
 DO0985'STATION HAS UNDERGROUND MARK WHICH IS DRILL HOLE AND PART OF THE
 DO0985'LETTERS ---USGS--- (PART BEING BROKEN OFF IN SETTING) ON TRIANGULAR
 DO0985'SHAPED SANDSTONE ABOUT 16 IN. ACROSS THE LONG SIDE AND 8 IN. THICK,
 DO0985'THE TOP OF WHICH IS 9 IN. BELOW SURFACE OF GROUND.  THIN LAYER OF
 DO0985'DIRT IS ABOVE UNDERGROUND MARK.
 DO0985'
 DO0985'REFERENCE MARK--CHISELED ARROW IN ROCK, 40.60 FT. BEARING N 88 41 E.
 DO0985'
 DO0985'REFERENCE MARK--CHISELED ARROW IN ROCK, 111.75 FT. BEARING S 11 07 E.
 DO0985
 DO0985                          STATION RECOVERY (2005)
 DO0985
 DO0985'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0952 ***********************************************************************
 EN0952  DESIGNATION -  BELT
 EN0952  PID         -  EN0952
 EN0952  STATE/COUNTY-  TX/DONLEY
 EN0952  USGS QUAD   -  LELIA LAKE CREEK (1982)
 EN0952
 EN0952                         *CURRENT SURVEY CONTROL
 EN0952  ___________________________________________________________________
 EN0952* NAD 83(1993)-  34 52 39.28591(N)    100 43 19.05020(W)     ADJUSTED  
 EN0952* NAVD 88     -       809.6    (meters)    2656.     (feet)  VERTCON   
 EN0952  ___________________________________________________________________
 EN0952  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 EN0952  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EN0952
 EN0952  HORZ ORDER  -  THIRD
 EN0952
 EN0952.The horizontal coordinates were established by classical geodetic methods
 EN0952.and adjusted by the National Geodetic Survey in February 1996..
 EN0952
 EN0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0952
 EN0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0952
 EN0952.The geoid height was determined by GEOID03.
 EN0952
 EN0952;                    North         East     Units Scale Factor Converg.
 EN0952;SPC TX N     - 1,097,636.420   271,127.683   MT  0.99995504   +0 27 03.3
 EN0952;SPC TX N     - 3,601,162.15    889,524.74   sFT  0.99995504   +0 27 03.3
 EN0952;UTM  14      - 3,860,819.739   342,626.515   MT  0.99990525   -0 59 05.5
 EN0952
 EN0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0952!SPC TX N     -   0.99987720  x   0.99995504  =   0.99983225
 EN0952!UTM  14      -   0.99987720  x   0.99990525  =   0.99978246
 EN0952
 EN0952                          SUPERSEDED SURVEY CONTROL
 EN0952
 EN0952  NAD 83(1993)-  34 52 39.28746(N)    100 43 19.04902(W) AD(       ) 3
 EN0952  NAD 83(1986)-  34 52 39.29104(N)    100 43 19.03904(W) AD(       ) 3
 EN0952  NGVD 29 (01/19/93)  809.2    (m)         2655.     (f) VERT ANG       
 EN0952
 EN0952.Superseded values are not recommended for survey control.
 EN0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0952.See file dsdata.txt to determine how the superseded data were derived.
 EN0952
 EN0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4262760820(NAD 83)
 EN0952_MARKER: DD = SURVEY DISK
 EN0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0952+STABILITY: SURFACE MOTION
 EN0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0952+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0952
 EN0952  HISTORY     - Date     Condition        Report By
 EN0952  HISTORY     - 1958     MONUMENTED       USGS
 EN0952  HISTORY     - 1962     GOOD             USGS
 EN0952  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 EN0952  HISTORY     - 20050804 GOOD             USPSQD
 EN0952
 EN0952                          STATION DESCRIPTION
 EN0952
 EN0952'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EN0952'STATION LOCATED ABOUT 3.2 MI. NW. OF THE FT. WORTH AND DENVER
 EN0952'RAILWAY STATION AT HEDLEY, TEXAS, ABOUT 3.7 MI. SE. OF POST OFFICE
 EN0952'AT LELIA LAKE, TEXAS, AT TOP OF HIGHWAY CUT ON S. SIDE OF U.S.
 EN0952'HIGHWAY 287.
 EN0952'
 EN0952'TO REACH STATION FROM FT. WORTH AND DENVER RAILWAY STATION AT HEDLEY,
 EN0952'PROCEED NW. ALONG U.S. HIGHWAY 287 3.2 MI. TO HIGHWAY RIGHT-OF-WAY
 EN0952'CUT IN RIDGE, AND STATION S. OF RD. AT TOP OF HIGHWAY CUT.
 EN0952'
 EN0952'RECOVERED BY USGS IN 1962.
 EN0952'
 EN0952'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 EN0952'0.2 FT., STAMPED---BELT-ET 1958---.
 EN0952
 EN0952                          STATION RECOVERY (2004)
 EN0952
 EN0952'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0952'MARK NOT FOUND.
 EN0952
 EN0952                          STATION RECOVERY (2005)
 EN0952
 EN0952'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0952'FOUND MARK BECAUSE IT HAD A SURVEYORS SLAT AND ORANGE TAPE BY IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6674 ***********************************************************************
 AW6674  DESIGNATION -  BELT E BASE
 AW6674  PID         -  AW6674
 AW6674  STATE/COUNTY-  TX/HARRIS
 AW6674  USGS QUAD   -  SETTEGAST (1995)
 AW6674
 AW6674                         *CURRENT SURVEY CONTROL
 AW6674  ___________________________________________________________________
 AW6674* NAD 83(1993)-  29 48 25.33548(N)    095 17 05.99007(W)     ADJUSTED  
 AW6674* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AW6674  ___________________________________________________________________
 AW6674  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6674  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6674
 AW6674  HORZ ORDER  -  FIRST
 AW6674
 AW6674.The horizontal coordinates were established by classical geodetic methods
 AW6674.and adjusted by the National Geodetic Survey in February 1996..
 AW6674
 AW6674.The orthometric height was scaled from a topographic map.
 AW6674
 AW6674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6674
 AW6674.The geoid height was determined by GEOID03.
 AW6674
 AW6674;                    North         East     Units Scale Factor Converg.
 AW6674;SPC TXSC     - 4,224,443.882   959,040.877   MT  0.99989708   +1 49 12.1
 AW6674;SPC TXSC     -13,859,696.30  3,146,453.28   sFT  0.99989708   +1 49 12.1
 AW6674;UTM  15      - 3,299,593.542   279,162.366   MT  1.00020176   -1 08 10.6
 AW6674
 AW6674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6674!SPC TXSC     -   1.00000209  x   0.99989708  =   0.99989917
 AW6674!UTM  15      -   1.00000209  x   1.00020176  =   1.00020385
 AW6674
 AW6674|---------------------------------------------------------------------|
 AW6674| PID    Reference Object                     Distance      Geod. Az  |
 AW6674|                                                           dddmmss.s |
 AW6674| AW6660 BELT E BASE HL P 1938               115.635 METERS 06321     |
 AW6674| CV6016 BELT E BASE RM 1                     30.248 METERS 08649     |
 AW6674| AW6668 HOUSTON RAD STA KPRC CEN MAST       APPROX. 0.6 KM 1052048.0 |
 AW6674| CV6015 BELT E BASE AZ MK                                  1653736.7 |
 AW6674| CV6017 BELT E BASE RM 2                     28.896 METERS 20524     |
 AW6674|---------------------------------------------------------------------|
 AW6674
 AW6674                          SUPERSEDED SURVEY CONTROL
 AW6674
 AW6674  NAD 83(1986)-  29 48 25.35025(N)    095 17 05.97113(W) AD(       ) 1
 AW6674  NAD 27      -  29 48 24.53616(N)    095 17 05.20298(W) AD(       ) 1
 AW6674
 AW6674.Superseded values are not recommended for survey control.
 AW6674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6674.See file dsdata.txt to determine how the superseded data were derived.
 AW6674
 AW6674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7916299594(NAD 83)
 AW6674_MARKER: DS = TRIANGULATION STATION DISK
 AW6674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6674
 AW6674  HISTORY     - Date     Condition        Report By
 AW6674  HISTORY     - 1968     MONUMENTED       CGS
 AW6674
 AW6674                          STATION DESCRIPTION
 AW6674
 AW6674'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6674'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION
 AW6674'OF SETTEGAST ROAD AND GATES ROAD IN THE NORTHEAST SECTION OF HOUSTON
 AW6674'AT THE LIBERTY SUBSTATION OF THE HOUSTON LIGHTING AND POWER
 AW6674'COMPANY, ABOUT 5-3/4 MILES NORTHEAST OF THE CENTER OF HOUSTON AND
 AW6674'0.2 MILE NORTH OF THE JUNCTION OF INTERSTATE HIGHWAY 610
 AW6674'AND SETTEGAST ROAD.
 AW6674'
 AW6674'THE STATION MARK IS A STANDARD DISK STAMPED BELT E BASE 1968,
 AW6674'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 AW6674'WITH THE GROUND.  IT IS 174 FEET WEST-NORTHWEST OF THE CENTER OF
 AW6674'THE INTERSECTION OF SETTEGAST AND GATES ROAD, 79.2 FEET SOUTHEAST
 AW6674'OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE, 47 FEET
 AW6674'EAST-NORTHEAST OF THE NORTH GATE POST OF THE CHAIN LINK FENCE, 43.1
 AW6674'FEET EAST OF THE CHAIN LINK FENCE AND 27 FEET NORTH OF THE
 AW6674'CENTER OF A SHELLED ROAD.
 AW6674'
 AW6674'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BELT E BASE NO 1
 AW6674'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6674'FLUSH WITH THE GROUND.  IT IS 69 FEET SOUTH OF THE CENTER OF
 AW6674'SETTEGAST ROAD, 61.5 FEET SOUTH OF A POWER LINE GUY POLE, 36.2
 AW6674'FEET WEST-NORTHWEST OF THE NORTH GATE POST OF A LOCKED ALUMINUM
 AW6674'GATE, 34 FEET WEST OF A WIRE FENCE AND 31 FEET NORTH OF THE
 AW6674'SHELLED ROAD.
 AW6674'
 AW6674'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BELT E BASE NO 2 1968,
 AW6674'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 AW6674'WITH THE GROUND.  IT IS 46 FEET SOUTH OF THE SOUTH GATE POST OF
 AW6674'THE CHAIN LINK FENCE, 3.4 FEET NORTH OF THE SOUTHEAST CORNER OF
 AW6674'THE CHAIN LINK FENCE AND 1 FOOT EAST OF THE CHAIN LINK FENCE.
 AW6674'
 AW6674'BELT E BASE (HLPCO) IS THE DEEPEST PUNCH HOLE ON THE TOP OF A
 AW6674'2-INCH SQUARE STEEL POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 AW6674'IT IS 190 FEET NORTH OF THE CENTER OF GATES ROAD, 169 FEET EAST OF
 AW6674'THE CENTER OF SETTEGAST ROAD, 44 FEET NORTHEAST OF THE SOUTHWEST LEG
 AW6674'OF THE NORTHEAST 1 OF 2 POWER LINE TOWERS AND 42 FEET EAST OF
 AW6674'THE NORTHEAST LEG OF THE POWER LINE TOWER.
 AW6674'
 AW6674'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELT E BASE 1968,
 AW6674'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE CONCRETE
 AW6674'ABUTMENT OF THE OVERPASS OF THE WEST BOUND LANES OF INTERSTATE
 AW6674'HIGHWAY 610 WHICH CROSS OVER SETTEGAST ROAD.  IT IS 1.7 FEET
 AW6674'SOUTHEAST OF A METAL WITNESS POST.
 AW6674'
 AW6674'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6660 ***********************************************************************
 AW6660  DESIGNATION -  BELT E BASE HL P 1938
 AW6660  PID         -  AW6660
 AW6660  STATE/COUNTY-  TX/HARRIS
 AW6660  USGS QUAD   -  SETTEGAST (1995)
 AW6660
 AW6660                         *CURRENT SURVEY CONTROL
 AW6660  ___________________________________________________________________
 AW6660* NAD 83(1993)-  29 48 27.01970(N)    095 17 02.14124(W)     ADJUSTED  
 AW6660* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AW6660  ___________________________________________________________________
 AW6660  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6660  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6660
 AW6660  HORZ ORDER  -  THIRD
 AW6660
 AW6660.The horizontal coordinates were established by classical geodetic methods
 AW6660.and adjusted by the National Geodetic Survey in February 1996..
 AW6660
 AW6660.The orthometric height was scaled from a topographic map.
 AW6660
 AW6660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6660
 AW6660.The geoid height was determined by GEOID03.
 AW6660
 AW6660;                    North         East     Units Scale Factor Converg.
 AW6660;SPC TXSC     - 4,224,498.992   959,142.522   MT  0.99989715   +1 49 14.0
 AW6660;SPC TXSC     -13,859,877.11  3,146,786.76   sFT  0.99989715   +1 49 14.0
 AW6660;UTM  15      - 3,299,643.353   279,266.749   MT  1.00020119   -1 08 08.8
 AW6660
 AW6660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6660!SPC TXSC     -   1.00000209  x   0.99989715  =   0.99989924
 AW6660!UTM  15      -   1.00000209  x   1.00020119  =   1.00020328
 AW6660
 AW6660:                Primary Azimuth Mark                     Grid Az
 AW6660:SPC TXSC     -  BELT W BASE HL P 1938                    284 03 37.5
 AW6660:UTM  15      -  BELT W BASE HL P 1938                    287 01 00.3
 AW6660
 AW6660|---------------------------------------------------------------------|
 AW6660| PID    Reference Object                     Distance      Geod. Az  |
 AW6660|                                                           dddmmss.s |
 AW6660| AW6652 BELT W BASE HL P 1938               APPROX. 4.5 KM 2855251.5 |
 AW6660|---------------------------------------------------------------------|
 AW6660
 AW6660                          SUPERSEDED SURVEY CONTROL
 AW6660
 AW6660  NAD 83(1986)-  29 48 27.03432(N)    095 17 02.12265(W) AD(       ) 3
 AW6660  NAD 27      -  29 48 26.22045(N)    095 17 01.35424(W) AD(       ) 3
 AW6660
 AW6660.Superseded values are not recommended for survey control.
 AW6660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6660.See file dsdata.txt to determine how the superseded data were derived.
 AW6660
 AW6660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7926799643(NAD 83)
 AW6660_MARKER: Z = SEE DESCRIPTION
 AW6660_SETTING: 0 = UNSPECIFIED SETTING
 AW6660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6660
 AW6660  HISTORY     - Date     Condition        Report By
 AW6660  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6660  HISTORY     - 1957     GOOD             CGS
 AW6660  HISTORY     - 1968     GOOD             CGS
 AW6660
 AW6660                          STATION DESCRIPTION
 AW6660
 AW6660'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1938 (JMC)
 AW6660'LOCATED AT H.L. AND P. 66 KV TOWER NO. 103, THE FIRST TOWER
 AW6660'EAST OF SETTEGAST RD. (MIDDLETON), APPROXIMATELY 2,200 FEET
 AW6660'NORTH OF LIBERTY ROAD.  THE STATION OCCUPIED WAS ON A TEMPORARY
 AW6660'WOODEN PLATFORM NEAR THE TOP OF THE TOWER.  THE GROUND POINT,
 AW6660'DIRECTLY BELOW, IS MARKED BY THE DEEPEST PUNCH MARK ON A 2 INCH
 AW6660'BY 2 INCH STEEL POST PROJECTING 1.25 FEET.  12.3 FEET FROM THE
 AW6660'NORTHWEST LEG, 11.8 FEET FROM THE NORTHEAST LEG, 11.7 FEET FROM
 AW6660'THE SOUTHEAST LEG, AND 12.0 FEET FROM THE SOUTHWEST LEG
 AW6660'OF THE TOWER.
 AW6660
 AW6660                          STATION RECOVERY (1957)
 AW6660
 AW6660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (SAM)
 AW6660'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6660
 AW6660                          STATION RECOVERY (1968)
 AW6660
 AW6660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6660'THE STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION
 AW6660'OF SETTEGAST AND GATES ROADS IN THE NORTHEAST SECTION OF HOUSTON,
 AW6660'ABOUT 5-3/4 MILES NORTHEAST OF THE CENTER OF HOUSTON AND 0.2 MILE
 AW6660'NORTH OF THE JUNCTION OF INTERSTATE HIGHWAY 610 AND SETTEGAST
 AW6660'ROAD.
 AW6660'
 AW6660'THE STATION IS THE DEEPEST PUNCH HOLE ON THE TOP OF A 2-INCH SQUARE
 AW6660'STEEL POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 190
 AW6660'FEET NORTH OF THE CENTER OF GATES ROAD, 169 FEET EAST OF THE CENTER
 AW6660'OF SETTEGAST ROAD, 44 FEET NORTHEAST OF THE SOUTHWEST LEG OF THE
 AW6660'NORTHEAST 1 OF 2 POWER LINE TOWERS AND 42 FEET EAST OF THE
 AW6660'NORTHEAST LEG OF THE POWER LINE TOWER.
 AW6660'
 AW6660'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BELT E BASE
 AW6660'1968, THE DISTANCE BEING (379.38 FEET) OR 115.635 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6689 ***********************************************************************
 AW6689  DESIGNATION -  BELT W BASE 2
 AW6689  PID         -  AW6689
 AW6689  STATE/COUNTY-  TX/HARRIS
 AW6689  USGS QUAD   -  SETTEGAST (1995)
 AW6689
 AW6689                         *CURRENT SURVEY CONTROL
 AW6689  ___________________________________________________________________
 AW6689* NAD 83(1993)-  29 49 07.93357(N)    095 19 44.66874(W)     ADJUSTED  
 AW6689* NAVD 88     -        15.70   (+/-2cm)      51.5    (feet)  VERTCON   
 AW6689  ___________________________________________________________________
 AW6689  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6689  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW6689
 AW6689  HORZ ORDER  -  FIRST
 AW6689  VERT ORDER  -  THIRD ? (See Below)
 AW6689
 AW6689.The horizontal coordinates were established by classical geodetic methods
 AW6689.and adjusted by the National Geodetic Survey in February 1996..
 AW6689
 AW6689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6689.The vertical order pertains to the NGVD 29 superseded value.
 AW6689
 AW6689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6689
 AW6689.The geoid height was determined by GEOID03.
 AW6689
 AW6689;                    North         East     Units Scale Factor Converg.
 AW6689;SPC TXSC     - 4,225,620.244   954,741.211   MT  0.99989880   +1 47 54.4
 AW6689;SPC TXSC     -13,863,555.75  3,132,346.79   sFT  0.99989880   +1 47 54.4
 AW6689;UTM  15      - 3,300,990.561   274,927.766   MT  1.00022506   -1 09 31.1
 AW6689
 AW6689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6689!SPC TXSC     -   1.00000183  x   0.99989880  =   0.99990063
 AW6689!UTM  15      -   1.00000183  x   1.00022506  =   1.00022689
 AW6689
 AW6689|---------------------------------------------------------------------|
 AW6689| PID    Reference Object                     Distance      Geod. Az  |
 AW6689|                                                           dddmmss.s |
 AW6689| CV6019 BELT W BASE 2 RM 1                   26.595 METERS 12501     |
 AW6689| AW6652 BELT W BASE HL P 1938                18.803 METERS 18357     |
 AW6689| CV6020 BELT W BASE 2 RM 2                   26.701 METERS 26338     |
 AW6689| CV6018 BELT W BASE 2 AZ MK                                2684212.0 |
 AW6689|---------------------------------------------------------------------|
 AW6689
 AW6689                          SUPERSEDED SURVEY CONTROL
 AW6689
 AW6689  NAD 83(1986)-  29 49 07.94819(N)    095 19 44.65001(W) AD(       ) 1
 AW6689  NAD 27      -  29 49 07.13466(N)    095 19 43.87824(W) AD(       ) 1
 AW6689  NGVD 29 (07/19/86)   15.70   (m)           51.5    (f) LEVELING    3  
 AW6689
 AW6689.Superseded values are not recommended for survey control.
 AW6689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6689.See file dsdata.txt to determine how the superseded data were derived.
 AW6689
 AW6689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7492800991(NAD 83)
 AW6689_MARKER: DS = TRIANGULATION STATION DISK
 AW6689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6689
 AW6689  HISTORY     - Date     Condition        Report By
 AW6689  HISTORY     - 1968     MONUMENTED       HLPCO
 AW6689
 AW6689                          STATION DESCRIPTION
 AW6689
 AW6689'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1968 (JLC)
 AW6689'BELT W BASE (HLPCO) 1942 IS A TRAVERSE DISTANCE.
 AW6689'
 AW6689'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH-NORTHEAST OF THE
 AW6689'CENTER OF THE BUSINESS DISTRICT OF HOUSTON, 0.35 MILE EAST OF U.S.
 AW6689'HIGHWAY 59, 0.35 MILE NORTH OF U.S. HIGHWAY 90 AND ON HARRIS COUNTY
 AW6689'PROPERTY.
 AW6689'
 AW6689'TO REACH THE STATION FROM THE TRAFFIC CIRCLE INTERSECTION OF U.S.
 AW6689'HIGHWAY 59 AND U.S. HIGHWAY 90 (NORTH LOOP), IN THE NORTHEAST PART
 AW6689'OF HOUSTON, GO EAST ON U.S. HIGHWAY 90 FOR 0.35 MILE TO A
 AW6689'CROSSROAD.  TURN LEFT AND GO NORTH ON HIRSCH ROAD FOR 0.3 MILE TO
 AW6689'KING STREET ON THE LEFT.  CONTINUE NORTH ON HIRSCH ROAD FOR 0.05
 AW6689'MILE TO A SMALL WOODEN BRIDGE AND THE STATION ON THE LEFT, WEST,
 AW6689'SIDE OF THE ROAD.  (THIS IS JUST NORTH OF THE SOUTH ONE OF TWO
 AW6689'HIGH TENSION LINES.)
 AW6689'
 AW6689'THE STATION MARK IS A STANDARD DISK STAMPED BELT W BASE 2 HLPCO
 AW6689'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6689'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 92.3 FEET WEST OF
 AW6689'THE NORTHWEST CORNER OF THE SMALL WOODEN BRIDGE, 53.4 FEET NORTH OF
 AW6689'THE NORTHEAST LEG OF TRANSMISSION TOWER NUMBER 133 AND 26 FEET
 AW6689'NORTH OF THE CENTER OF A DRAINAGE DITCH.
 AW6689'
 AW6689'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BELT W BASE 2 HLPCO
 AW6689'NO 1 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW6689'MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 67.3
 AW6689'FEET EAST OF THE NORTHEAST LEG OF TRANSMISSION TOWER NUMBER 133,
 AW6689'25.5 FEET SOUTH OF THE CENTER OF THE DRAINAGE DITCH, 22.6 FEET
 AW6689'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SMALL WOODEN BRIDGE AND
 AW6689'1.8 FEET WEST OF A METAL WITNESS POST.
 AW6689'
 AW6689'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BELT W BASE 2 HLPCO
 AW6689'NO 2 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW6689'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 86.3 FEET
 AW6689'WEST-NORTHWEST OF THE NORTHWEST LEG OF TRANSMISSION TOWER NUMBER
 AW6689'133 AND 2 FEET NORTH OF THE NORTH BANK OF THE DRAINAGE DITCH.
 AW6689'
 AW6689'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF HIRSCH ROAD
 AW6689'AND KING STREET MENTIONED ABOVE, GO WEST ON KING STREET FOR 0.35
 AW6689'MILE TO EASTEX FREEWAY (FRONTAGE ROAD FOR U.S. HIGHWAY 59).  TURN
 AW6689'RIGHT AND GO NORTH ON EASTEX FREEWAY FOR 0.1 MILE TO THE AZIMUTH
 AW6689'MARK ON THE LEFT AT THE SOUTHEAST END OF A LARGE CONCRETE BRIDGE.
 AW6689'
 AW6689'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELT W BASE 2 HLPCO
 AW6689'1968, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT OF THE
 AW6689'LARGE BRIDGE.  IT IS 11.6 FEET NORTH OF A METAL LIGHT STANDARD,
 AW6689'8.4 FEET SOUTH OF SOUTH END OF METAL GUARD RAIL AND 2.7 FEET
 AW6689'NORTHEAST OF A WITNESS POST.
 AW6689'
 AW6689'BELT W BASE (HLPCO) 1942 IS A STANDARD HOUSTON LIGHTING AND
 AW6689'POWER COMPANY TRIANGULATION STATION DISK STAMPED BELT W B 1938,
 AW6689'ATTACHED TO THE TOP OF A 3 INCH SQUARE METAL POST WHICH IS 6 INCHES
 AW6689'BELOW THE GROUND SURFACE.  IT IS 108 FEET WEST OF THE CENTER OF
 AW6689'HIRSCH ROAD AND IN THE CENTER OF THE BASE OF TRANSMISSION TOWER
 AW6689'NUMBER 133.
 AW6689'
 AW6689'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6652 ***********************************************************************
 AW6652  DESIGNATION -  BELT W BASE HL P 1938
 AW6652  PID         -  AW6652
 AW6652  STATE/COUNTY-  TX/HARRIS
 AW6652  USGS QUAD   -  SETTEGAST (1995)
 AW6652
 AW6652                         *CURRENT SURVEY CONTROL
 AW6652  ___________________________________________________________________
 AW6652* NAD 83(1993)-  29 49 07.32437(N)    095 19 44.71698(W)     ADJUSTED  
 AW6652* NAVD 88     -        15.4    (meters)      51.     (feet)  VERTCON   
 AW6652  ___________________________________________________________________
 AW6652  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6652  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW6652
 AW6652  HORZ ORDER  -  SECOND
 AW6652
 AW6652.The horizontal coordinates were established by classical geodetic methods
 AW6652.and adjusted by the National Geodetic Survey in February 1996..
 AW6652
 AW6652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6652
 AW6652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6652
 AW6652.The geoid height was determined by GEOID03.
 AW6652
 AW6652;                    North         East     Units Scale Factor Converg.
 AW6652;SPC TXSC     - 4,225,601.456   954,740.505   MT  0.99989877   +1 47 54.3
 AW6652;SPC TXSC     -13,863,494.11  3,132,344.47   sFT  0.99989877   +1 47 54.3
 AW6652;UTM  15      - 3,300,971.829   274,926.091   MT  1.00022507   -1 09 31.1
 AW6652
 AW6652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6652!SPC TXSC     -   1.00000188  x   0.99989877  =   0.99990065
 AW6652!UTM  15      -   1.00000188  x   1.00022507  =   1.00022695
 AW6652
 AW6652:                Primary Azimuth Mark                     Grid Az
 AW6652:SPC TXSC     -  HOUSTON DENVER HARBOR MUN TANK           146 57 27.8
 AW6652:UTM  15      -  HOUSTON DENVER HARBOR MUN TANK           149 54 53.2
 AW6652
 AW6652|---------------------------------------------------------------------|
 AW6652| PID    Reference Object                     Distance      Geod. Az  |
 AW6652|                                                           dddmmss.s |
 AW6652| AW6661 HOUSTON DENVER HARBOR MUN TANK      APPROX. 5.3 KM 1484522.1 |
 AW6652| AA8255 WAYNE UNDERGROUND                   APPROX. 2.1 KM 1713541.7 |
 AW6652| AW6650 HOUSTON GARDEN CITY WATER TANK      APPROX. 2.1 KM 1803743.8 |
 AW6652| AW6695 HOUSTON HUNT WESSON FOODS TANK      APPROX. 3.0 KM 2100508.1 |
 AW6652| AW6722 HOUSTON TEXTILE CO WATER TANK       APPROX. 4.6 KM 2713730.3 |
 AW6652|---------------------------------------------------------------------|
 AW6652
 AW6652                          SUPERSEDED SURVEY CONTROL
 AW6652
 AW6652  NAD 83(1986)-  29 49 07.33899(N)    095 19 44.69828(W) AD(       ) 2
 AW6652  NAD 27      -  29 49 06.52544(N)    095 19 43.92656(W) AD(       ) 2
 AW6652  NGVD 29 (07/19/86)   15.4    (m)           51.     (f) VERT ANG       
 AW6652
 AW6652.Superseded values are not recommended for survey control.
 AW6652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6652.See file dsdata.txt to determine how the superseded data were derived.
 AW6652
 AW6652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7492600972(NAD 83)
 AW6652_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AW6652_SETTING: 0 = UNSPECIFIED SETTING
 AW6652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6652
 AW6652  HISTORY     - Date     Condition        Report By
 AW6652  HISTORY     - 1942     MONUMENTED       HLPCO
 AW6652  HISTORY     - 1957     GOOD             TXHD
 AW6652  HISTORY     - 1968     GOOD             CGS
 AW6652
 AW6652                          STATION DESCRIPTION
 AW6652
 AW6652'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1942 (FBQ)
 AW6652'STATION IS A TRIANGULATION STATION OF THE HOUSTON LIGHTING
 AW6652'AND POWER COMPANY.  IT IS LOCATED AT THE NE EDGE OF HOUSTON,
 AW6652'UNDER THE CENTER OF 66KV TOWER NO. 135, WHICH IS THE FIRST
 AW6652'TOWER W OF THE HIRSCH ROAD AND S OF THE H.B. AND T. R.R.
 AW6652'THE STATION IS MARKED BY A STANDARD H.L. AND P. DISK, STAMPED
 AW6652'BELT W B AND IS SET ABOUT 2 INCHES BELOW THE SURFACE OF THE
 AW6652'GROUND.
 AW6652'
 AW6652'A 100-FOOT SIGNAL AT WAYNE IS VISIBLE AT 16 FEET.
 AW6652'
 AW6652'A 4-FOOT SIGNAL AT GULF (H.L. AND P.) IS VISIBLE AT 16 FEET.
 AW6652
 AW6652                          STATION RECOVERY (1957)
 AW6652
 AW6652'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1957 (SAM)
 AW6652'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6652
 AW6652                          STATION RECOVERY (1968)
 AW6652
 AW6652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6652'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 AW6652'BY F.B.Q. IN THE 1942 DESCRIPTION WITH THE EXCEPTION THAT THE
 AW6652'TRANSMISSION TOWER NUMBER HAS BEEN CHANGED TO 133.
 AW6652'
 AW6652'THE STATION WAS ESTABLISHED BY THE HOUSTON LIGHTING AND
 AW6652'POWER COMPANY IN 1938.  IT WAS INCORPORATED INTO THE C AND GS
 AW6652'NET IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0824 ***********************************************************************
 BZ0824  DESIGNATION -  BELTON
 BZ0824  PID         -  BZ0824
 BZ0824  STATE/COUNTY-  TX/BELL
 BZ0824  USGS QUAD   -  BELTON (1993)
 BZ0824
 BZ0824                         *CURRENT SURVEY CONTROL
 BZ0824  ___________________________________________________________________
 BZ0824* NAD 83(1993)-  31 04 04.18773(N)    097 27 53.90621(W)     ADJUSTED  
 BZ0824* NAVD 88     -       181.304  (meters)     594.83   (feet)  ADJUSTED  
 BZ0824  ___________________________________________________________________
 BZ0824  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BZ0824  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BZ0824  DYNAMIC HT  -         181.064 (meters)     594.04  (feet)  COMP
 BZ0824  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 BZ0824
 BZ0824  HORZ ORDER  -  FIRST
 BZ0824  VERT ORDER  -  FIRST     CLASS II
 BZ0824
 BZ0824.The horizontal coordinates were established by classical geodetic methods
 BZ0824.and adjusted by the National Geodetic Survey in February 1996..
 BZ0824
 BZ0824.The orthometric height was determined by differential leveling
 BZ0824.and adjusted by the National Geodetic Survey in June 1991..
 BZ0824
 BZ0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0824
 BZ0824.The geoid height was determined by GEOID03.
 BZ0824
 BZ0824.The dynamic height is computed by dividing the NAVD 88
 BZ0824.geopotential number by the normal gravity value computed on the
 BZ0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0824.degrees latitude (g = 980.6199 gals.).
 BZ0824
 BZ0824.The modeled gravity was interpolated from observed gravity values.
 BZ0824
 BZ0824;                    North         East     Units Scale Factor Converg.
 BZ0824;SPC TX C     - 3,158,854.686   973,683.934   MT  0.99988241   +1 28 38.5
 BZ0824;SPC TX C     -10,363,675.75  3,194,494.71   sFT  0.99988241   +1 28 38.5
 BZ0824;UTM  14      - 3,438,131.752   646,447.311   MT  0.99986455   +0 47 32.3
 BZ0824
 BZ0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0824!SPC TX C     -   0.99997579  x   0.99988241  =   0.99985820
 BZ0824!UTM  14      -   0.99997579  x   0.99986455  =   0.99984034
 BZ0824
 BZ0824:                Primary Azimuth Mark                     Grid Az
 BZ0824:SPC TX C     -  TEMPLE ARMY AIR FIELD BEACON             027 36 39.8
 BZ0824:UTM  14      -  TEMPLE ARMY AIR FIELD BEACON             028 17 46.0
 BZ0824
 BZ0824|---------------------------------------------------------------------|
 BZ0824| PID    Reference Object                     Distance      Geod. Az  |
 BZ0824|                                                           dddmmss.s |
 BZ0824| BZ1325 TEMPLE ARMY AIR FIELD BEACON        APPROX.10.3 KM 0290518.3 |
 BZ0824| BZ0823 BELTON AZ MK                                       0533346.3 |
 BZ0824| BZ1318 TEMPLE CITY NW WATER TANK           APPROX.12.5 KM 0664652.2 |
 BZ0824| BZ1315 TEMPLE SCOTT WH HOSP LNDRY STK      APPROX.11.7 KM 0765640.8 |
 BZ0824| BZ1314 TEMPLE CITY SW WATER TANK           APPROX.11.1 KM 0813045.1 |
 BZ0824| BZ1317 TEMPLE CENTRAL TEX COMP CO TK       APPROX.12.2 KM 0815411.8 |
 BZ0824| BM0859 AUSTIN WACO AIRWAY BEACON 39        APPROX.16.0 KM 1823731.1 |
 BZ0824| BZ1322 BELTON STANDPIPE                    APPROX. 2.1 KM 1925404.6 |
 BZ0824| BZ0825 BELTON RM 1                          25.602 METERS 27904     |
 BZ0824| BZ0826 BELTON RM 2                          42.049 METERS 34200     |
 BZ0824|---------------------------------------------------------------------|
 BZ0824
 BZ0824                          SUPERSEDED SURVEY CONTROL
 BZ0824
 BZ0824  NAD 83(1986)-  31 04 04.19687(N)    097 27 53.89148(W) AD(       ) 1
 BZ0824  NAD 27      -  31 04 03.54800(N)    097 27 52.85900(W) AD(       ) 1
 BZ0824  NGVD 29 (??/??/92)  181.240  (m)          594.62   (f) ADJ UNCH    1 2
 BZ0824
 BZ0824.Superseded values are not recommended for survey control.
 BZ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0824.See file dsdata.txt to determine how the superseded data were derived.
 BZ0824
 BZ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV4644738132(NAD 83)
 BZ0824_MARKER: DS = TRIANGULATION STATION DISK
 BZ0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0824_STAMPING: BELTON 1943
 BZ0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0824+STABILITY: SURFACE MOTION
 BZ0824
 BZ0824  HISTORY     - Date     Condition        Report By
 BZ0824  HISTORY     - 1943     MONUMENTED       CGS
 BZ0824  HISTORY     - 1943     GOOD             CGS
 BZ0824  HISTORY     - 1947     GOOD             USGS
 BZ0824  HISTORY     - 1953     GOOD             CGS
 BZ0824  HISTORY     - 1956     GOOD             CGS
 BZ0824  HISTORY     - 1961     GOOD             CGS
 BZ0824  HISTORY     - 1965     GOOD             BGAS
 BZ0824  HISTORY     - 1983     GOOD             NGS
 BZ0824  HISTORY     - 19910126 GOOD             USPSQD
 BZ0824  HISTORY     - 19950715 GOOD             USPSQD
 BZ0824  HISTORY     - 20010317 GOOD             USPSQD
 BZ0824  HISTORY     - 20031011 GOOD             USPSQD
 BZ0824
 BZ0824                          STATION DESCRIPTION
 BZ0824
 BZ0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ0824'IN THE CITY OF BELTON, ABOUT 3/4 MILE N OF COURTHOUSE ON CAMPUS
 BZ0824'OF BAYLOR COLLEGE FOR WOMEN.  THE MARK IS 107.8 FEET ENE OF THE
 BZ0824'NE CORNER OF RUTH STRIBLING HALL, 15 FEET N OF SIDEWALK,
 BZ0824'45 FEET NW OF CENTER LINE OF CIRCLE ROAD, 18 FEET E OF LOVERS
 BZ0824'SEAT.  THE MARK IS STAMPED BELTON 1943 AND IS FLUSH WITH
 BZ0824'THE GROUND.
 BZ0824'
 BZ0824'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ0824'DISKS SET IN CONCRETE.
 BZ0824'
 BZ0824'REFERENCE MARK NO. 1 IS AT THE CORNER OF A SIDEWALK INTERSECTION,
 BZ0824'25 FEET NE OF THE NE CORNER OF RUTH STRIBLING HALL.  THE MARK
 BZ0824'IS SET FLUSH WITH THE GROUND AND IS W OF THE STATION.
 BZ0824'
 BZ0824'REFERENCE MARK NO. 2 IS ALONG THE SIDEWALK N OF THE RUTH
 BZ0824'STRIBLING HALL (ABOUT 150 FEET), AND IS SET FLUSH AT THE EDGE
 BZ0824'OF THE SIDEWALK.  THE MARK IS NW OF THE STATION.
 BZ0824'
 BZ0824'THE AZIMUTH MARK IS ABOUT 0.25 MILE NE OF THE STATION.  IT
 BZ0824'IS REACHED FROM THE STATION BY GOING E ON THE CIRCLE TO THE
 BZ0824'FIRST ROAD LEFT, TURN LEFT AND GO N 0.2 MILE TO BELTON
 BZ0824'RAILROAD STATION AND AZIMUTH MARK.  THE MARK IS ABOUT 33 FEET
 BZ0824'SW OF THE CENTER OF THE RAILROAD STATION IN THE FRONT AND
 BZ0824'IS 6 FEET SE OF GRAVEL WALK LEADING S FROM STATION, 15 FEET SW
 BZ0824'OF CENTER LINE OF STREET AT RAILROAD STATION, AND 12 FEET
 BZ0824'E OF TELEPHONE POLE.  THE MARK IS SET FLUSH WITH THE GROUND.
 BZ0824'
 BZ0824'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF
 BZ0824'THE STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BZ0824'
 BZ0824'REACHED FROM THE POST OFFICE BY U.S. HIGHWAY 81, GO N (TOWARD
 BZ0824'TEMPLE) 0.3 MILE TO TURN E.  CONTINUE STRAIGHT AHEAD, N, FOR
 BZ0824'0.35 MILE TO S END OF VIADUCT.  THENCE LEFT, W, 0.15 MILE
 BZ0824'TO ENTRANCE TO CAMPUS, 1 BLOCK N OF MAIN GATE.  THENCE KEEP
 BZ0824'DRIVEWAY, STRAIGHT AHEAD 0.15 MILE TO CIRCLE AND STATION.
 BZ0824'
 BZ0824'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BZ0824
 BZ0824                          STATION RECOVERY (1943)
 BZ0824
 BZ0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BZ0824'IN BELTON.
 BZ0824'AT BELTON, BELL COUNTY, 0.2 MILE SOUTHWEST OF THE GULF, COLORADO AND
 BZ0824'SANTA FE RAILWAY STATION, ON THE CAMPUS OF MARTHA HILTON COLLEGE,
 BZ0824'107.8 FEET EAST OF THE NORTHEAST CORNER OF RUTH STRIBBLING HALL, 45
 BZ0824'FEET NORTHWEST OF THE CENTERLINE OF A ROAD, AND 15 FEET NORTH OF THE
 BZ0824'CENTERLINE OF A SIDEWALK, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 BZ0824'WITH THE GROUND.
 BZ0824
 BZ0824                          STATION RECOVERY (1947)
 BZ0824
 BZ0824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (WIM)
 BZ0824'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK LOCATED IN GOOD
 BZ0824'CONDITION.  STATION MARK IS STAMPED BELTON 1943.
 BZ0824
 BZ0824                          STATION RECOVERY (1953)
 BZ0824
 BZ0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 BZ0824'AT BELTON, 0.25 MI. SW OF THE GULF, COLORADO AND SANTA
 BZ0824'FE RAILWAY STATION, AT MARTHA HILTON COLLEGE, 107.8 FT. E
 BZ0824'OF THE NE CORNER OF RUTH STRIBBLING HALL, 45 FT. NW OF THE
 BZ0824'CENTER LINE OF A ROAD, 15 FT. N OF THE CENTER LINE OF A SIDEWALK,
 BZ0824'A TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE
 BZ0824'POST WHICH IS FLUSH WITH THE GROUND, AND STAMPED BELTON 1943.
 BZ0824'
 BZ0824'REFERENCE MARK 1 IS 83.4 FT. W OF THE TRIANGULATION STATION,
 BZ0824'25 FT. NE OF THE NE CORNER OF RUTH STRIBBLING HALL, A REFERENCE
 BZ0824'MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 BZ0824'WITH THE GROUND, AND STAMPED BELTON NO 1 1943.
 BZ0824'
 BZ0824'REFERENCE MARK 2 IS 138.0 FT. NW OF THE TRIANGULATION STATION,
 BZ0824'150 FT. N OF THE NE CORNER OF RUTH STRIBBLING HALL, ON THE
 BZ0824'E SIDE OF A SIDEWALK, A REFERENCE-MARK DISK, SET IN THE TOP
 BZ0824'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, AND STAMPED
 BZ0824'BELTON NO 2 1943.
 BZ0824'
 BZ0824'AZIMUTH MARK IS 0.25 MI. NE OF THE TRIANGULATION STATION,
 BZ0824'58 FT. W OF THE S CORNER OF THE GULF, COLORADO AND SANTA
 BZ0824'FE RAILWAY STATION, 12 FT. SE OF A TELEPHONE POLE,
 BZ0824'3.6 FT. SW OF THE NE EDGE OF A LAWN, AN AZIMUTH-MARK DISK,
 BZ0824'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FT. ABOVE THE
 BZ0824'GROUND, AND STAMPED BELTON 1943.
 BZ0824
 BZ0824                          STATION RECOVERY (1956)
 BZ0824
 BZ0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 BZ0824'STATION, REFERENCE MARKS AND AZIMUTH MARK ALL RECOVERED IN
 BZ0824'GOOD CONDITION.
 BZ0824
 BZ0824                          STATION RECOVERY (1961)
 BZ0824
 BZ0824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 BZ0824'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 BZ0824'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 BZ0824'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 AND REFERENCE
 BZ0824'MARK NO. 2 VERIFIED.  THE DIRECTION TO THE AZIMUTH MARK
 BZ0824'MISSED THE 1943 DIRECTION BY 48.0 SECONDS.
 BZ0824'
 BZ0824'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 BZ0824'
 BZ0824'THE STATION IS LOCATED IN THE TOWN OF BELTON, APPROXIMATELY
 BZ0824'3/4 MILE NORTH OF THE COURTHOUSE AND ON THE CAMPUS OF THE
 BZ0824'MARY HARDIN-BAYLOR COLLEGE FOR WOMEN.
 BZ0824'
 BZ0824'TO REACH THE STATION FROM THE POST OFFICE IN BELTON, GO NORTH
 BZ0824'ON STATE HIGHWAY 317 FOR 0.6 MILE TO A SIDE STREET ON THE LEFT.
 BZ0824'TURN LEFT, WEST, FOR 0.15 MILE TO THE MAIN ENTRANCE GATE
 BZ0824'TO THE CAMPUS.  TURN RIGHT, NORTH, FOR 0.05 MILE THEN LEFT
 BZ0824'FOR APPROXIMATELY 50 FEET TO A ROAD FORK.  BEAR LEFT FOR
 BZ0824'0.1 MILE TO A GRAVEL CIRCLE DRIVEWAY AND THE STATION AS
 BZ0824'DESCRIBED.
 BZ0824'
 BZ0824'STATION MARK, A STANDARD DISK STAMPED BELTON 1943, IS SET
 BZ0824'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 BZ0824'OF THE GROUND.  IT IS 107.8 FEET EAST OF THE NORTHEAST CORNER
 BZ0824'OF RUTH STRIBLING HALL, 45 FEET NORTHWEST OF THE CENTER OF
 BZ0824'THE CIRCLE DRIVEWAY AND 15 FEET NORTH OF A SIDEWALK.  THE
 BZ0824'UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.
 BZ0824'
 BZ0824'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BELTON NO 1 1943,
 BZ0824'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 BZ0824'OF THE GROUND.  IT IS 25 FEET NORTHEAST OF THE NORTHEAST
 BZ0824'CORNER OF RUTH STRIBLING HALL AND AT THE NORTHEAST CORNER
 BZ0824'OF A SIDEWALK INTERSECTION.
 BZ0824'
 BZ0824'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BELTON NO 2 1943,
 BZ0824'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 BZ0824'OF THE GROUND.  IT IS 1 FOOT EAST OF A SIDEWALK AND APPROXIMATELY
 BZ0824'150 FEET NORTH OF THE NORTHEAST CORNER OF RUTH STRIBLING
 BZ0824'HALL.
 BZ0824'
 BZ0824'AZIMUTH MARK, A STANDARD DISK STAMPED BELTON 1943, SET IN A
 BZ0824'SQUARE CONCRETE POST WHICH IS 4 INCHES BELOW THE SURFACE
 BZ0824'OF THE GROUND.  IT IS 33 FEET SOUTHWEST OF THE CENTER OF THE
 BZ0824'FRONT OF A RAILROAD STATION, 15 FEET SOUTHWEST OF THE CENTER
 BZ0824'OF A GRAVEL ROAD, 12 FEET EAST OF A TELEPHONE POLE AND 5
 BZ0824'FEET EAST OF A METAL WITNESS POST.
 BZ0824'
 BZ0824'TO REACH THE AZIMUTH MARK FROM THE MAIN GATE TO THE CAMPUS,
 BZ0824'GO NORTH FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT,
 BZ0824'WEST, FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BZ0824'
 BZ0824'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 BZ0824'
 BZ0824'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BZ0824
 BZ0824                          STATION RECOVERY (1965)
 BZ0824
 BZ0824'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 BZ0824'STATION WAS VISITED AUGUST 5 AND ALL MARKS WERE FOUND IN
 BZ0824'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS CORRECT AND
 BZ0824'ADEQUATE WITH THE EXCEPTION A METAL WITNESS POST HAS BEEN
 BZ0824'SET 4.0 FEET NORTHWEST OF THE AZIMUTH MARK.
 BZ0824
 BZ0824                          STATION RECOVERY (1983)
 BZ0824
 BZ0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0824'RECOVERED IN GOOD CONDITION.
 BZ0824
 BZ0824                          STATION RECOVERY (1991)
 BZ0824
 BZ0824'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0824'RECOVERED IN GOOD CONDITION.
 BZ0824
 BZ0824                          STATION RECOVERY (1995)
 BZ0824
 BZ0824'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0824'RECOVERED IN GOOD CONDITION.
 BZ0824
 BZ0824                          STATION RECOVERY (2001)
 BZ0824
 BZ0824'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BZ0824'RECOVERED IN GOOD CONDITION.
 BZ0824
 BZ0824                          STATION RECOVERY (2003)
 BZ0824
 BZ0824'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0823 ***********************************************************************
 BZ0823  DESIGNATION -  BELTON AZ MK
 BZ0823  PID         -  BZ0823
 BZ0823  STATE/COUNTY-  TX/BELL
 BZ0823  USGS QUAD   -  BELTON (1993)
 BZ0823
 BZ0823                         *CURRENT SURVEY CONTROL
 BZ0823  ___________________________________________________________________
 BZ0823* NAD 83(1986)-  31 04 09.     (N)    097 27 47.     (W)     SCALED    
 BZ0823* NAVD 88     -       181.101  (meters)     594.16   (feet)  ADJUSTED  
 BZ0823  ___________________________________________________________________
 BZ0823  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BZ0823  DYNAMIC HT  -         180.862 (meters)     593.38  (feet)  COMP
 BZ0823  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 BZ0823
 BZ0823  VERT ORDER  -  FIRST     CLASS II
 BZ0823
 BZ0823.The horizontal coordinates were scaled from a topographic map and have
 BZ0823.an estimated accuracy of +/- 6 seconds.
 BZ0823
 BZ0823.The orthometric height was determined by differential leveling
 BZ0823.and adjusted by the National Geodetic Survey in June 1991..
 BZ0823
 BZ0823.The geoid height was determined by GEOID03.
 BZ0823
 BZ0823.The dynamic height is computed by dividing the NAVD 88
 BZ0823.geopotential number by the normal gravity value computed on the
 BZ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0823.degrees latitude (g = 980.6199 gals.).
 BZ0823
 BZ0823.The modeled gravity was interpolated from observed gravity values.
 BZ0823
 BZ0823;                    North         East    Units  Estimated Accuracy
 BZ0823;SPC TX C     - 3,159,010.      973,860.      MT  (+/- 180 meters Scaled)
 BZ0823
 BZ0823                          SUPERSEDED SURVEY CONTROL
 BZ0823
 BZ0823  NGVD 29 (??/??/92)  181.037  (m)          593.95   (f) ADJ UNCH    1 2
 BZ0823
 BZ0823.Superseded values are not recommended for survey control.
 BZ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0823.See file dsdata.txt to determine how the superseded data were derived.
 BZ0823
 BZ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV466382(NAD 83)
 BZ0823_MARKER: DZ = AZIMUTH MARK DISK
 BZ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0823_STAMPING: BELTON 1943
 BZ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0823+STABILITY: SURFACE MOTION
 BZ0823
 BZ0823  HISTORY     - Date     Condition        Report By
 BZ0823  HISTORY     - 1943     MONUMENTED       CGS
 BZ0823  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0823  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0823
 BZ0823                          STATION DESCRIPTION
 BZ0823
 BZ0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BZ0823'IN BELTON.
 BZ0823'AT BELTON, BELL COUNTY, ON THE GULF, COLORADO AND SANTA FE RAILWAY, 58
 BZ0823'FEET WEST OF THE SOUTH CORNER OF THE STATION, 12 FEET SOUTHEAST OF A
 BZ0823'POLE, AND 3.6 FEET SOUTHWEST OF THE NORTHEAST EDGE OF A LAWN, AND SET
 BZ0823'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 BZ0823
 BZ0823                          STATION RECOVERY (1983)
 BZ0823
 BZ0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0823'MARK NOT FOUND.
 BZ0823
 BZ0823                          STATION RECOVERY (2003)
 BZ0823
 BZ0823'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1323 ***********************************************************************
 BZ1323  DESIGNATION -  BELTON BRAZOS ELEC PWR RAD MST
 BZ1323  PID         -  BZ1323
 BZ1323  STATE/COUNTY-  TX/BELL
 BZ1323  USGS QUAD   -  BELTON (1993)
 BZ1323
 BZ1323                         *CURRENT SURVEY CONTROL
 BZ1323  ___________________________________________________________________
 BZ1323* NAD 83(1993)-  31 04 21.47114(N)    097 26 53.90649(W)     ADJUSTED  
 BZ1323* NAVD 88     -                                                        
 BZ1323  ___________________________________________________________________
 BZ1323  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BZ1323  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BZ1323
 BZ1323  HORZ ORDER  -  THIRD
 BZ1323
 BZ1323.The horizontal coordinates were established by classical geodetic methods
 BZ1323.and adjusted by the National Geodetic Survey in February 1996..
 BZ1323
 BZ1323
 BZ1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1323
 BZ1323.The geoid height was determined by GEOID03.
 BZ1323
 BZ1323;                    North         East     Units Scale Factor Converg.
 BZ1323;SPC TX C     - 3,159,427.852   975,260.016   MT  0.99988251   +1 29 09.4
 BZ1323;SPC TX C     -10,365,556.21  3,199,665.57   sFT  0.99988251   +1 29 09.4
 BZ1323;UTM  14      - 3,438,686.026   648,030.109   MT  0.99987030   +0 48 03.6
 BZ1323
 BZ1323                          SUPERSEDED SURVEY CONTROL
 BZ1323
 BZ1323  NAD 83(1986)-  31 04 21.48043(N)    097 26 53.89169(W) AD(       ) 4
 BZ1323  NAD 27      -  31 04 20.83100(N)    097 26 52.86200(W) AD(       ) 3
 BZ1323
 BZ1323.Superseded values are not recommended for survey control.
 BZ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1323.See file dsdata.txt to determine how the superseded data were derived.
 BZ1323
 BZ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV4803038686(NAD 83)
 BZ1323_MARKER: 42 = RADIO/TV MAST
 BZ1323
 BZ1323  HISTORY     - Date     Condition        Report By
 BZ1323  HISTORY     - 1961     FIRST OBSERVED   CGS
 BZ1323  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 BZ1323  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1323
 BZ1323                          STATION DESCRIPTION
 BZ1323
 BZ1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 BZ1323'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS APPROXIMATELY
 BZ1323'3/4 MILE NORTHEAST OF BELTON.
 BZ1323'
 BZ1323'IT IS A SLENDER STEEL STRUCTURE, GUYED, OBSTRUCTION PAINTED,
 BZ1323'RED AND WHITE, WITH TWO RED LIGHTS AND A CROSS ANTENNA ON THE TOP
 BZ1323'OF THE MAST AND HAS AN OVERALL HEIGHT OF 200 FEET.
 BZ1323
 BZ1323                          STATION RECOVERY (2001)
 BZ1323
 BZ1323'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ1323'MARK NOT FOUND.
 BZ1323
 BZ1323                          STATION RECOVERY (2003)
 BZ1323
 BZ1323'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1321 ***********************************************************************
 BZ1321  DESIGNATION -  BELTON BRAZOS POWER PLANT TANK
 BZ1321  PID         -  BZ1321
 BZ1321  STATE/COUNTY-  TX/BELL
 BZ1321  USGS QUAD   -  BELTON (1993)
 BZ1321
 BZ1321                         *CURRENT SURVEY CONTROL
 BZ1321  ___________________________________________________________________
 BZ1321* NAD 83(1993)-  31 03 48.24456(N)    097 26 23.12249(W)     ADJUSTED  
 BZ1321* NAVD 88     -                                                        
 BZ1321  ___________________________________________________________________
 BZ1321  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BZ1321  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BZ1321
 BZ1321  HORZ ORDER  -  THIRD
 BZ1321
 BZ1321.The horizontal coordinates were established by classical geodetic methods
 BZ1321.and adjusted by the National Geodetic Survey in February 1996..
 BZ1321
 BZ1321
 BZ1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1321
 BZ1321.The geoid height was determined by GEOID03.
 BZ1321
 BZ1321;                    North         East     Units Scale Factor Converg.
 BZ1321;SPC TX C     - 3,158,426.217   976,102.305   MT  0.99988233   +1 29 25.3
 BZ1321;SPC TX C     -10,362,270.01  3,202,428.98   sFT  0.99988233   +1 29 25.3
 BZ1321;UTM  14      - 3,437,674.402   648,860.353   MT  0.99987334   +0 48 18.8
 BZ1321
 BZ1321                          SUPERSEDED SURVEY CONTROL
 BZ1321
 BZ1321  NAD 83(1986)-  31 03 48.25381(N)    097 26 23.10762(W) AD(       ) 4
 BZ1321  NAD 27      -  31 03 47.60400(N)    097 26 22.08000(W) AD(       ) 3
 BZ1321
 BZ1321.Superseded values are not recommended for survey control.
 BZ1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1321.See file dsdata.txt to determine how the superseded data were derived.
 BZ1321
 BZ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV4886037674(NAD 83)
 BZ1321_MARKER: 53 = ELEVATED TANK
 BZ1321
 BZ1321  HISTORY     - Date     Condition        Report By
 BZ1321  HISTORY     - 1961     FIRST OBSERVED   CGS
 BZ1321  HISTORY     - 20020112 MARK NOT FOUND   USPSQD
 BZ1321  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1321
 BZ1321                          STATION DESCRIPTION
 BZ1321
 BZ1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 BZ1321'THE STATION IS THE BALL ATOP THE TANK WHICH IS APPROXIMATELY 3
 BZ1321'MILES NORTHEAST OF THE CENTER OF BELTON, 3/4 MILE NORTH OF
 BZ1321'U.S. HIGHWAY 81 AND AT A SMALL POWER PLANT.
 BZ1321'
 BZ1321'IT IS A FOUR LEGGED STEEL STRUCTURE WHICH SUPPORTS A CYLINDRICAL
 BZ1321'TANK, THE TANK IS PAINTED WHITE AND THE LEGS ARE PAINTED GREEN
 BZ1321'AND HAS AN OVERALL HEIGHT OF 75 FEET.
 BZ1321
 BZ1321                          STATION RECOVERY (2002)
 BZ1321
 BZ1321'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ1321'NO SUCH STRUCTURE EXISTS AT THE NOW ABANDONED POWER PLANT.
 BZ1321
 BZ1321                          STATION RECOVERY (2003)
 BZ1321
 BZ1321'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0825 ***********************************************************************
 BZ0825  DESIGNATION -  BELTON RM 1
 BZ0825  PID         -  BZ0825
 BZ0825  STATE/COUNTY-  TX/BELL
 BZ0825  USGS QUAD   -  BELTON (1993)
 BZ0825
 BZ0825                         *CURRENT SURVEY CONTROL
 BZ0825  ___________________________________________________________________
 BZ0825* NAD 83(1986)-  31 04 04.     (N)    097 27 53.     (W)     SCALED    
 BZ0825* NAVD 88     -       181.579  (meters)     595.73   (feet)  ADJUSTED  
 BZ0825  ___________________________________________________________________
 BZ0825  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BZ0825  DYNAMIC HT  -         181.339 (meters)     594.94  (feet)  COMP
 BZ0825  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 BZ0825
 BZ0825  VERT ORDER  -  FIRST     CLASS II
 BZ0825
 BZ0825.The horizontal coordinates were scaled from a topographic map and have
 BZ0825.an estimated accuracy of +/- 6 seconds.
 BZ0825
 BZ0825.The orthometric height was determined by differential leveling
 BZ0825.and adjusted by the National Geodetic Survey in June 1991..
 BZ0825
 BZ0825.The geoid height was determined by GEOID03.
 BZ0825
 BZ0825.The dynamic height is computed by dividing the NAVD 88
 BZ0825.geopotential number by the normal gravity value computed on the
 BZ0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0825.degrees latitude (g = 980.6199 gals.).
 BZ0825
 BZ0825.The modeled gravity was interpolated from observed gravity values.
 BZ0825
 BZ0825;                    North         East    Units  Estimated Accuracy
 BZ0825;SPC TX C     - 3,158,850.      973,710.      MT  (+/- 180 meters Scaled)
 BZ0825
 BZ0825                          SUPERSEDED SURVEY CONTROL
 BZ0825
 BZ0825  NGVD 29 (??/??/92)  181.514  (m)          595.52   (f) ADJ UNCH    1 2
 BZ0825
 BZ0825.Superseded values are not recommended for survey control.
 BZ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0825.See file dsdata.txt to determine how the superseded data were derived.
 BZ0825
 BZ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV464381(NAD 83)
 BZ0825_MARKER: DR = REFERENCE MARK DISK
 BZ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0825_STAMPING: BELTON NO 1 1943
 BZ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0825+STABILITY: SURFACE MOTION
 BZ0825
 BZ0825  HISTORY     - Date     Condition        Report By
 BZ0825  HISTORY     - 1943     MONUMENTED       CGS
 BZ0825  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0825  HISTORY     - 19910126 GOOD             USPSQD
 BZ0825  HISTORY     - 19950715 GOOD             USPSQD
 BZ0825  HISTORY     - 20010317 GOOD             USPSQD
 BZ0825  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0825
 BZ0825                          STATION DESCRIPTION
 BZ0825
 BZ0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BZ0825'IN BELTON.
 BZ0825'83.4 FEET WEST OF TRIANGULATION STATION BELTON DESCRIBED ABOVE, AND 25
 BZ0825'FEET NORTHEAST OF THE NORTHEAST CORNER OF RUTH STRIBBLING HALL, AND
 BZ0825'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BZ0825
 BZ0825                          STATION RECOVERY (1983)
 BZ0825
 BZ0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0825'MARK NOT FOUND.
 BZ0825
 BZ0825                          STATION RECOVERY (1991)
 BZ0825
 BZ0825'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0825'RECOVERED IN GOOD CONDITION.
 BZ0825
 BZ0825                          STATION RECOVERY (1995)
 BZ0825
 BZ0825'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0825'RECOVERED IN GOOD CONDITION.
 BZ0825
 BZ0825                          STATION RECOVERY (2001)
 BZ0825
 BZ0825'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BZ0825'RECOVERED IN GOOD CONDITION.
 BZ0825
 BZ0825                          STATION RECOVERY (2003)
 BZ0825
 BZ0825'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0826 ***********************************************************************
 BZ0826  DESIGNATION -  BELTON RM 2
 BZ0826  PID         -  BZ0826
 BZ0826  STATE/COUNTY-  TX/BELL
 BZ0826  USGS QUAD   -  BELTON (1993)
 BZ0826
 BZ0826                         *CURRENT SURVEY CONTROL
 BZ0826  ___________________________________________________________________
 BZ0826* NAD 83(1986)-  31 04 04.     (N)    097 27 53.     (W)     SCALED    
 BZ0826* NAVD 88     -       181.387  (meters)     595.10   (feet)  ADJUSTED  
 BZ0826  ___________________________________________________________________
 BZ0826  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BZ0826  DYNAMIC HT  -         181.147 (meters)     594.31  (feet)  COMP
 BZ0826  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 BZ0826
 BZ0826  VERT ORDER  -  FIRST     CLASS II
 BZ0826
 BZ0826.The horizontal coordinates were scaled from a topographic map and have
 BZ0826.an estimated accuracy of +/- 6 seconds.
 BZ0826
 BZ0826.The orthometric height was determined by differential leveling
 BZ0826.and adjusted by the National Geodetic Survey in June 1991..
 BZ0826
 BZ0826.The geoid height was determined by GEOID03.
 BZ0826
 BZ0826.The dynamic height is computed by dividing the NAVD 88
 BZ0826.geopotential number by the normal gravity value computed on the
 BZ0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0826.degrees latitude (g = 980.6199 gals.).
 BZ0826
 BZ0826.The modeled gravity was interpolated from observed gravity values.
 BZ0826
 BZ0826;                    North         East    Units  Estimated Accuracy
 BZ0826;SPC TX C     - 3,158,850.      973,710.      MT  (+/- 180 meters Scaled)
 BZ0826
 BZ0826                          SUPERSEDED SURVEY CONTROL
 BZ0826
 BZ0826  NGVD 29 (??/??/92)  181.322  (m)          594.89   (f) ADJ UNCH    1 2
 BZ0826
 BZ0826.Superseded values are not recommended for survey control.
 BZ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0826.See file dsdata.txt to determine how the superseded data were derived.
 BZ0826
 BZ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV464381(NAD 83)
 BZ0826_MARKER: DJ = TIDAL STATION DISK
 BZ0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0826_STAMPING: BELTON NO 2 1943
 BZ0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0826+STABILITY: SURFACE MOTION
 BZ0826
 BZ0826  HISTORY     - Date     Condition        Report By
 BZ0826  HISTORY     - 1943     MONUMENTED       CGS
 BZ0826  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0826  HISTORY     - 19910126 GOOD             USPSQD
 BZ0826  HISTORY     - 19950715 GOOD             USPSQD
 BZ0826  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0826  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0826
 BZ0826                          STATION DESCRIPTION
 BZ0826
 BZ0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BZ0826'IN BELTON.
 BZ0826'138 FEET NORTHWEST OF TRIANGULATION STATION BELTON DESCRIBED ABOVE,
 BZ0826'150 FEET NORTH OF THE NORTHEAST CORNER OF RUTH STRIBBLING HALL, AND ON
 BZ0826'THE EAST SIDE OF A SIDEWALK AND SET IN THE TOP OF A CONCRETE POST
 BZ0826'FLUSH WITH THE GROUND.
 BZ0826
 BZ0826                          STATION RECOVERY (1983)
 BZ0826
 BZ0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0826'MARK NOT FOUND.
 BZ0826
 BZ0826                          STATION RECOVERY (1991)
 BZ0826
 BZ0826'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0826'RECOVERED IN GOOD CONDITION.
 BZ0826
 BZ0826                          STATION RECOVERY (1995)
 BZ0826
 BZ0826'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0826'RECOVERED IN GOOD CONDITION.
 BZ0826
 BZ0826                          STATION RECOVERY (2001)
 BZ0826
 BZ0826'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BZ0826'MARK NOT FOUND.
 BZ0826
 BZ0826                          STATION RECOVERY (2003)
 BZ0826
 BZ0826'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1322 ***********************************************************************
 BZ1322  DESIGNATION -  BELTON STANDPIPE
 BZ1322  PID         -  BZ1322
 BZ1322  STATE/COUNTY-  TX/BELL
 BZ1322  USGS QUAD   -  BELTON (1993)
 BZ1322
 BZ1322                         *CURRENT SURVEY CONTROL
 BZ1322  ___________________________________________________________________
 BZ1322* NAD 83(1993)-  31 02 57.72122(N)    097 28 11.58918(W)     ADJUSTED  
 BZ1322* NAVD 88     -                                                        
 BZ1322  ___________________________________________________________________
 BZ1322  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BZ1322  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BZ1322
 BZ1322  HORZ ORDER  -  THIRD
 BZ1322
 BZ1322.The horizontal coordinates were established by classical geodetic methods
 BZ1322.and adjusted by the National Geodetic Survey in February 1996..
 BZ1322
 BZ1322
 BZ1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1322
 BZ1322.The geoid height was determined by GEOID03.
 BZ1322
 BZ1322;                    North         East     Units Scale Factor Converg.
 BZ1322;SPC TX C     - 3,156,796.538   973,268.046   MT  0.99988209   +1 28 29.4
 BZ1322;SPC TX C     -10,356,923.31  3,193,130.25   sFT  0.99988209   +1 28 29.4
 BZ1322;UTM  14      - 3,436,078.763   646,006.845   MT  0.99986296   +0 47 21.6
 BZ1322
 BZ1322                          SUPERSEDED SURVEY CONTROL
 BZ1322
 BZ1322  NAD 83(1986)-  31 02 57.73017(N)    097 28 11.57442(W) AD(       ) 4
 BZ1322  NAD 27      -  31 02 57.07900(N)    097 28 10.54600(W) AD(       ) 3
 BZ1322
 BZ1322.Superseded values are not recommended for survey control.
 BZ1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1322.See file dsdata.txt to determine how the superseded data were derived.
 BZ1322
 BZ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV4600736079(NAD 83)
 BZ1322_MARKER: 52 = STANDPIPE TANK
 BZ1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1322+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1322
 BZ1322  HISTORY     - Date     Condition        Report By
 BZ1322  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1322  HISTORY     - 1956     GOOD             CGS
 BZ1322  HISTORY     - 20020112 GOOD             USPSQD
 BZ1322  HISTORY     - 20031011 GOOD             USPSQD
 BZ1322
 BZ1322                          STATION DESCRIPTION
 BZ1322
 BZ1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1322'THIS INTERSECTION STATION IS LOCATED ON A SMALL ROUND-TOPPED
 BZ1322'HILL ABOUT 0.75 MILE S OF THE COURTHOUSE, 0.25 MILE W OF
 BZ1322'ROUTE 190 AND ABOUT 0.50 MILE N OF ROUTE 190.  IT IS A CONCRETE
 BZ1322'STRUCTURE WITH A RING PROJECTING ABOUT 4 FEET ABOUT 6 FEET
 BZ1322'BELOW THE TOP.  HEIGHT ABOUT 60 FEET.
 BZ1322
 BZ1322                          STATION RECOVERY (1956)
 BZ1322
 BZ1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 BZ1322'STATION RECOVERED AS DESCRIBED.
 BZ1322
 BZ1322                          STATION RECOVERY (2002)
 BZ1322
 BZ1322'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ1322'RECOVERED IN GOOD CONDITION.
 BZ1322
 BZ1322                          STATION RECOVERY (2003)
 BZ1322
 BZ1322'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1464 ***********************************************************************
 DN1464  DESIGNATION -  BELZ
 DN1464  PID         -  DN1464
 DN1464  STATE/COUNTY-  TX/COOKE
 DN1464  USGS QUAD   -  HOOD (1976)
 DN1464
 DN1464                         *CURRENT SURVEY CONTROL
 DN1464  ___________________________________________________________________
 DN1464* NAD 83(1993)-  33 30 47.05998(N)    097 15 45.86373(W)     ADJUSTED  
 DN1464* NAVD 88     -       280.7    (meters)     921.     (feet)  VERTCON   
 DN1464  ___________________________________________________________________
 DN1464  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DN1464  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DN1464
 DN1464  HORZ ORDER  -  THIRD
 DN1464
 DN1464.The horizontal coordinates were established by classical geodetic methods
 DN1464.and adjusted by the National Geodetic Survey in February 1996..
 DN1464
 DN1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1464
 DN1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1464
 DN1464.The geoid height was determined by GEOID03.
 DN1464
 DN1464;                    North         East     Units Scale Factor Converg.
 DN1464;SPC TXNC     - 2,205,427.393   714,938.487   MT  0.99990496   +0 40 29.3
 DN1464;SPC TXNC     - 7,235,639.71  2,345,594.02   sFT  0.99990496   +0 40 29.3
 DN1464;UTM  14      - 3,709,519.368   661,351.523   MT  0.99992097   +0 57 33.8
 DN1464
 DN1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1464!SPC TXNC     -   0.99995994  x   0.99990496  =   0.99986491
 DN1464!UTM  14      -   0.99995994  x   0.99992097  =   0.99988092
 DN1464
 DN1464                          SUPERSEDED SURVEY CONTROL
 DN1464
 DN1464  NAD 83(1993)-  33 30 47.06120(N)    097 15 45.86027(W) AD(       ) 3
 DN1464  NAD 83(1986)-  33 30 47.06558(N)    097 15 45.85456(W) AD(       ) 3
 DN1464  NGVD 29 (07/26/91)  280.7    (m)          921.     (f) VERT ANG       
 DN1464
 DN1464.Superseded values are not recommended for survey control.
 DN1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1464.See file dsdata.txt to determine how the superseded data were derived.
 DN1464
 DN1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6135209519(NAD 83)
 DN1464_MARKER: DS = TRIANGULATION STATION DISK
 DN1464_SETTING: 0 = UNSPECIFIED SETTING
 DN1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1464
 DN1464  HISTORY     - Date     Condition        Report By
 DN1464  HISTORY     - 1958     MONUMENTED       USGS
 DN1464  HISTORY     - 19950602 GOOD             USPSQD
 DN1464
 DN1464                          STATION DESCRIPTION
 DN1464
 DN1464'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1464'STATION IS IN COOKE COUNTY, TEXAS, ABOUT 10.0 MI. SW. OF GAINESVILLE,
 DN1464'2.0 MI. NE. OF ERA, 0.5 MI. E. OF TEXAS STATE HIGHWAY 51, AT A FARM
 DN1464'HOUSE, 310 FT. S. OF THE CENTERLINE OF AN E-W. RD. AND DRIVEWAY S.
 DN1464'INTO THE FARMYARD, 40 FT. E. OF THE SE. CORNER OF A GARAGE, AT THE E.
 DN1464'SIDE OF A WIRE GATE IN AN E-W. FENCE SEPARATING THE FARMYARD AND A
 DN1464'PASTURE, 3.0 FT. S. OF THE FENCE.
 DN1464'
 DN1464'TO REACH THE STATION FROM THE GENERAL STORE IN ERA, GO E. ON FARM ROAD
 DN1464'922 FOR 1.2 MI., JUST AFTER CROSSING BRIDGE TURN LEFT AT A T-JUNCTION
 DN1464'AND GO N. FOR 1.3 MI. TO T-JUNCTION, TURN RIGHT AND GO E. FOR 0.3 MI.
 DN1464'TO FARM HOUSE ON THE RIGHT, TURN RIGHT AND GO S. ALONG E. SIDE OF
 DN1464'FARM HOUSE FOR 310 FT. TO STATION.
 DN1464'
 DN1464'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.4 FT.,
 DN1464'STAMPED---BELZ - ET 1958---.
 DN1464
 DN1464                          STATION RECOVERY (1995)
 DN1464
 DN1464'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1212 ***********************************************************************
 AJ1212  DESIGNATION -  BEN
 AJ1212  PID         -  AJ1212
 AJ1212  STATE/COUNTY-  TX/JIM WELLS
 AJ1212  USGS QUAD   -  BEN BOLT SE (1963)
 AJ1212
 AJ1212                         *CURRENT SURVEY CONTROL
 AJ1212  ___________________________________________________________________
 AJ1212* NAD 83(1993)-  27 36 19.46528(N)    098 06 18.05744(W)     ADJUSTED  
 AJ1212* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 AJ1212  ___________________________________________________________________
 AJ1212  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AJ1212  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AJ1212
 AJ1212  HORZ ORDER  -  SECOND
 AJ1212
 AJ1212.The horizontal coordinates were established by classical geodetic methods
 AJ1212.and adjusted by the National Geodetic Survey in February 1996..
 AJ1212
 AJ1212.The orthometric height was scaled from a topographic map.
 AJ1212
 AJ1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1212
 AJ1212.The geoid height was determined by GEOID03.
 AJ1212
 AJ1212;                    North         East     Units Scale Factor Converg.
 AJ1212;SPC TX S     - 5,214,861.238   338,989.967   MT  0.99995023   +0 10 45.6
 AJ1212;SPC TX S     -17,109,090.58  1,112,169.58   sFT  0.99995023   +0 10 45.6
 AJ1212;UTM  14      - 3,053,812.182   588,317.614   MT  0.99969628   +0 24 53.1
 AJ1212
 AJ1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1212!SPC TX S     -   0.99999580  x   0.99995023  =   0.99994603
 AJ1212!UTM  14      -   0.99999580  x   0.99969628  =   0.99969208
 AJ1212
 AJ1212:                Primary Azimuth Mark                     Grid Az
 AJ1212:SPC TX S     -  BEN AZ MK                                091 32 05.4
 AJ1212:UTM  14      -  BEN AZ MK                                091 17 57.9
 AJ1212
 AJ1212|---------------------------------------------------------------------|
 AJ1212| PID    Reference Object                     Distance      Geod. Az  |
 AJ1212|                                                           dddmmss.s |
 AJ1212| CV2942 BEN AZ MK                                          0914251.0 |
 AJ1212| CV2943 BEN RM 1                             26.275 METERS 13158     |
 AJ1212| CV2944 BEN RM 2                             21.154 METERS 21149     |
 AJ1212|---------------------------------------------------------------------|
 AJ1212
 AJ1212                          SUPERSEDED SURVEY CONTROL
 AJ1212
 AJ1212  NAD 83(1986)-  27 36 19.47330(N)    098 06 18.03400(W) AD(       ) 2
 AJ1212  NAD 27      -  27 36 18.35870(N)    098 06 17.02060(W) AD(       ) 2
 AJ1212
 AJ1212.Superseded values are not recommended for survey control.
 AJ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1212.See file dsdata.txt to determine how the superseded data were derived.
 AJ1212
 AJ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8831853812(NAD 83)
 AJ1212_MARKER: DS = TRIANGULATION STATION DISK
 AJ1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1212
 AJ1212  HISTORY     - Date     Condition        Report By
 AJ1212  HISTORY     - 1961     MONUMENTED       CGS
 AJ1212
 AJ1212                          STATION DESCRIPTION
 AJ1212
 AJ1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1212'THE STATION IS APPROXIMATELY 2-3/4 MILES SOUTH AND 1-1/4
 AJ1212'MILES WEST OF BEN BOLT, 1 MILE WEST OF U.S. HIGHWAY 281, ON
 AJ1212'THE NORTH RIGHT-OF-WAY OF A COUNTY ROAD.
 AJ1212'
 AJ1212'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1212'AND FARM ROAD 2508 IN BEN BOLT, GO SOUTH ON HIGHWAY 281 FOR
 AJ1212'2.85 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, WEST, FOR 0.6 MILE
 AJ1212'TO THE AZIMUTH ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE
 AJ1212'TO THE STATION ON THE RIGHT.
 AJ1212'
 AJ1212'STATION MARKS ARE STANDARD DISKS STAMPED BEN 1961.  THE SURFACE
 AJ1212'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 AJ1212'THE GROUND.  IT IS 30 FEET NORTH OF A CLICHE ROAD, 27 FEET WEST
 AJ1212'OF A CORNER FENCE POST, 25 FEET SOUTH OF THE NORTH FENCE POST
 AJ1212'AND 8 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 AJ1212'IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 AJ1212'SURFACE OF THE GROUND.
 AJ1212'
 AJ1212'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEN NO 1 1961,
 AJ1212'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 AJ1212'GROUND.  IT IS 69 FEET WEST OF A TELEPHONE POLE, 30 FEET SOUTH OF
 AJ1212'A CLICHE ROAD, 1.5 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 AJ1212'NORTH OF A WIRE FENCE.
 AJ1212'
 AJ1212'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEN NO 2 1961,
 AJ1212'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 AJ1212'THE GROUND.  IT IS 30 FEET SOUTH OF A CLICHE ROAD AND 1 FOOT
 AJ1212'NORTH OF THE WIRE FENCE.
 AJ1212'
 AJ1212'AZIMUTH MARK, A STANDARD DISK STAMPED BEN 1961, IS SET IN A
 AJ1212'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 30 FEET SOUTH
 AJ1212'OF A CLICHE ROAD, 22 FEET SOUTHEAST OF A TELEPHONE POLE, 2.5
 AJ1212'FEET WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A WIRE
 AJ1212'FENCE.
 AJ1212'
 AJ1212'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1212'
 AJ1212'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1071 ***********************************************************************
 CU1071  DESIGNATION -  BEN
 CU1071  PID         -  CU1071
 CU1071  STATE/COUNTY-  TX/BORDEN
 CU1071  USGS QUAD   -  FIVEMILE CREEK (1969)
 CU1071
 CU1071                         *CURRENT SURVEY CONTROL
 CU1071  ___________________________________________________________________
 CU1071* NAD 83(1993)-  32 45 37.23228(N)    101 15 53.19027(W)     ADJUSTED  
 CU1071* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 CU1071  ___________________________________________________________________
 CU1071  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 CU1071  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CU1071
 CU1071  HORZ ORDER  -  THIRD
 CU1071
 CU1071.The horizontal coordinates were established by classical geodetic methods
 CU1071.and adjusted by the National Geodetic Survey in February 1996..
 CU1071
 CU1071.The orthometric height was scaled from a topographic map.
 CU1071
 CU1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1071
 CU1071.The geoid height was determined by GEOID03.
 CU1071
 CU1071;                    North         East     Units Scale Factor Converg.
 CU1071;SPC TXNC     - 2,124,686.071   340,986.188   MT  0.99988547   -1 30 28.4
 CU1071;SPC TXNC     - 6,970,740.88  1,118,718.85   sFT  0.99988547   -1 30 28.4
 CU1071;UTM  14      - 3,626,988.689   287,840.956   MT  1.00015505   -1 13 33.6
 CU1071
 CU1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1071!SPC TXNC     -   0.99988673  x   0.99988547  =   0.99977222
 CU1071!UTM  14      -   0.99988673  x   1.00015505  =   1.00004177
 CU1071
 CU1071|---------------------------------------------------------------------|
 CU1071| PID    Reference Object                     Distance      Geod. Az  |
 CU1071|                                                           dddmmss.s |
 CU1071| CH7950 BEN RM 1                             27.302 METERS 17938     |
 CU1071| CU1074 GAIL FAA MICROWAVE                  APPROX.15.2 KM 2664440.8 |
 CU1071| CH7951 BEN RM 2                             14.774 METERS 28417     |
 CU1071| CH7949 BEN AZ MK                                          2863841.7 |
 CU1071|---------------------------------------------------------------------|
 CU1071
 CU1071                          SUPERSEDED SURVEY CONTROL
 CU1071
 CU1071  NAD 83(1993)-  32 45 37.23840(N)    101 15 53.18096(W) AD(       ) 3
 CU1071  NAD 83(1986)-  32 45 37.23828(N)    101 15 53.18125(W) AD(       ) 3
 CU1071  NAD 27      -  32 45 36.85516(N)    101 15 51.71988(W) AD(       ) 3
 CU1071
 CU1071.Superseded values are not recommended for survey control.
 CU1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1071.See file dsdata.txt to determine how the superseded data were derived.
 CU1071
 CU1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB8784126989(NAD 83)
 CU1071_MARKER: DS = TRIANGULATION STATION DISK
 CU1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1071_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1071
 CU1071  HISTORY     - Date     Condition        Report By
 CU1071  HISTORY     - 1968     MONUMENTED       CGS
 CU1071
 CU1071                          STATION DESCRIPTION
 CU1071
 CU1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1071'STATION IS LOCATED 21 MILES WEST OF SNYDER, 10-1/2 MILES EAST OF
 CU1071'GAIL, ON THE SOUTH SIDE OF U.S. HIGHWAY 180 AND ON THE HIGHWAY
 CU1071'RIGHT-OF-WAY.
 CU1071'
 CU1071'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180 AND FARM ROAD
 CU1071'1609 IN UNION, GO WEST ON U.S. HIGHWAY 180 FOR 11.7 MILES TO A
 CU1071'BRIDGE OVER GAVITTE CREEK, CONTINUE WEST ON U.S. HIGHWAY 180 FOR
 CU1071'3.0 MILES TO A TRACK ROAD ON THE LEFT, (CONTINUE WEST ON
 CU1071'U.S. HIGHWAY 180 FOR 1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT),
 CU1071'TURN LEFT UP CUTBANK FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CU1071'
 CU1071'STATION MARK, A STANDARD DISK STAMPED BEN 1968, SET IN THE
 CU1071'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 CU1071'ABOVE THE GROUND SURFACE.  IT IS 119 FEET SOUTH OF THE CENTER
 CU1071'OF U.S. HIGHWAY 180, 118 FEET NORTH-NORTHWEST OF THE CENTER OF A
 CU1071'WIRE GATE, 91 FEET NORTH OF THE FENCE AND 7.6 FEET NORTH OF A
 CU1071'METAL WITNESS POST.
 CU1071'
 CU1071'REFERENCE MARK 1, A STANDARD DISK STAMPED BEN NO 1 1968, SET
 CU1071'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 CU1071'THE SURFACE OF THE GROUND.  IT IS 85.5 FEET SOUTH OF A METAL
 CU1071'WITNESS POST, 75 FEET WEST OF THE CENTER OF A WIRE GATE AND 1.3
 CU1071'FEET NORTH OF THE FENCE.
 CU1071'
 CU1071'REFERENCE MARK 2, A STANDARD DISK STAMPED BEN NO 2 1968, SET
 CU1071'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH
 CU1071'ABOVE THE GROUND SURFACE.  IT IS 119.5 FEET SOUTH OF THE CENTER
 CU1071'OF U.S. HIGHWAY 180, 102 FEET NORTH OF THE FENCE AND 47.3 FEET
 CU1071'WEST OF A METAL WITNESS POST.
 CU1071'
 CU1071'AZIMUTH MARK, A STANDARD DISK STAMPED, BEN 1968, SET IN THE TOP
 CU1071'OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND
 CU1071'SURFACE.  IT IS 67 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 180
 CU1071'AND 1 FOOT SOUTH OF A FENCE.
 CU1071'
 CU1071'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1197 ***********************************************************************
 AJ1197  DESIGNATION -  BEN BOLT SW BELL TEL MICROWAVE
 AJ1197  PID         -  AJ1197
 AJ1197  STATE/COUNTY-  TX/JIM WELLS
 AJ1197  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1197
 AJ1197                         *CURRENT SURVEY CONTROL
 AJ1197  ___________________________________________________________________
 AJ1197* NAD 83(1993)-  27 38 17.61365(N)    098 05 44.56216(W)     ADJUSTED  
 AJ1197* NAVD 88     -                                                        
 AJ1197  ___________________________________________________________________
 AJ1197  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AJ1197  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AJ1197
 AJ1197  HORZ ORDER  -  THIRD
 AJ1197
 AJ1197.The horizontal coordinates were established by classical geodetic methods
 AJ1197.and adjusted by the National Geodetic Survey in February 1996..
 AJ1197
 AJ1197
 AJ1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1197
 AJ1197.The geoid height was determined by GEOID03.
 AJ1197
 AJ1197;                    North         East     Units Scale Factor Converg.
 AJ1197;SPC TX S     - 5,218,500.742   339,896.761   MT  0.99995642   +0 11 00.8
 AJ1197;SPC TX S     -17,121,031.18  1,115,144.62   sFT  0.99995642   +0 11 00.8
 AJ1197;UTM  14      - 3,057,454.452   589,209.201   MT  0.99969823   +0 25 10.3
 AJ1197
 AJ1197                          SUPERSEDED SURVEY CONTROL
 AJ1197
 AJ1197  NAD 83(1986)-  27 38 17.62135(N)    098 05 44.53917(W) AD(       ) 4
 AJ1197  NAD 27      -  27 38 16.50900(N)    098 05 43.52700(W) AD(       ) 3
 AJ1197
 AJ1197.Superseded values are not recommended for survey control.
 AJ1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1197.See file dsdata.txt to determine how the superseded data were derived.
 AJ1197
 AJ1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8920957454(NAD 83)
 AJ1197_MARKER: 45 = MICROWAVE TOWER
 AJ1197
 AJ1197  HISTORY     - Date     Condition        Report By
 AJ1197  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1197  HISTORY     - 1990     GOOD             USPSQD
 AJ1197
 AJ1197                          STATION DESCRIPTION
 AJ1197
 AJ1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1197'THE STATION IS THE CENTER OF THE TOP OF THE EAST LEG OF THE
 AJ1197'TWIN-MAST MICROWAVE RELAY TOWER.  IT IS APPROXIMATELY 1 MILE
 AJ1197'SOUTHWEST OF BEN BOLT AND 1 MILE WEST OF U.S. HIGHWAY 281.
 AJ1197'THE STRUCTURE IS 325 FEET HIGH WITH A RED LIGHT ATOP THE EAST
 AJ1197'LEG.
 AJ1197
 AJ1197                          STATION RECOVERY (1990)
 AJ1197
 AJ1197'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1335 ***********************************************************************
 AJ1335  DESIGNATION -  BENA
 AJ1335  PID         -  AJ1335
 AJ1335  STATE/COUNTY-  TX/DUVAL
 AJ1335  USGS QUAD   -  PARRILLA CREEK NE (1968)
 AJ1335
 AJ1335                         *CURRENT SURVEY CONTROL
 AJ1335  ___________________________________________________________________
 AJ1335* NAD 83(1993)-  27 39 22.72394(N)    098 34 43.44777(W)     ADJUSTED  
 AJ1335* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 AJ1335  ___________________________________________________________________
 AJ1335  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 AJ1335  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AJ1335
 AJ1335  HORZ ORDER  -  FIRST
 AJ1335
 AJ1335.The horizontal coordinates were established by classical geodetic methods
 AJ1335.and adjusted by the National Geodetic Survey in February 1996..
 AJ1335
 AJ1335.The orthometric height was scaled from a topographic map.
 AJ1335
 AJ1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1335
 AJ1335.The geoid height was determined by GEOID03.
 AJ1335
 AJ1335;                    North         East     Units Scale Factor Converg.
 AJ1335;SPC TX S     - 5,220,443.375   292,231.309   MT  0.99995997   -0 02 08.7
 AJ1335;SPC TX S     -17,127,404.64    958,762.22   sFT  0.99995997   -0 02 08.7
 AJ1335;UTM  14      - 3,059,202.165   541,550.675   MT  0.99962131   +0 11 43.9
 AJ1335
 AJ1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1335!SPC TX S     -   0.99997401  x   0.99995997  =   0.99993398
 AJ1335!UTM  14      -   0.99997401  x   0.99962131  =   0.99959533
 AJ1335
 AJ1335:                Primary Azimuth Mark                     Grid Az
 AJ1335:SPC TX S     -  BENA AZ MK                               017 47 32.5
 AJ1335:UTM  14      -  BENA AZ MK                               017 33 39.9
 AJ1335
 AJ1335|---------------------------------------------------------------------|
 AJ1335| PID    Reference Object                     Distance      Geod. Az  |
 AJ1335|                                                           dddmmss.s |
 AJ1335| CV2945 BENA AZ MK                                         0174523.8 |
 AJ1335| CV2946 BENA RM 1                            31.600 METERS 04321     |
 AJ1335| AJ1225 BENAVIDES MUNICIPAL TANK            APPROX.17.4 KM 1130144.0 |
 AJ1335| AJ1339 SWEDEN                              APPROX.13.2 KM 1694654.2 |
 AJ1335| CV2947 BENA RM 2                            26.971 METERS 30622     |
 AJ1335| AJ1331 FREER SCHLUMBERGER CORP MAST        APPROX.17.5 KM 3390405.9 |
 AJ1335|---------------------------------------------------------------------|
 AJ1335
 AJ1335                          SUPERSEDED SURVEY CONTROL
 AJ1335
 AJ1335  NAD 83(1986)-  27 39 22.72947(N)    098 34 43.42272(W) AD(       ) 1
 AJ1335  NAD 27      -  27 39 21.63000(N)    098 34 42.37000(W) AD(       ) 1
 AJ1335
 AJ1335.Superseded values are not recommended for survey control.
 AJ1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1335.See file dsdata.txt to determine how the superseded data were derived.
 AJ1335
 AJ1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4155159202(NAD 83)
 AJ1335_MARKER: DS = TRIANGULATION STATION DISK
 AJ1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1335_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1335
 AJ1335  HISTORY     - Date     Condition        Report By
 AJ1335  HISTORY     - 1935     MONUMENTED       CGS
 AJ1335  HISTORY     - 1961     GOOD             CGS
 AJ1335
 AJ1335                          STATION DESCRIPTION
 AJ1335
 AJ1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1335'STATION IS LOCATED WNW OF BENAVIDES, 24-1/2 MILES NNE OF
 AJ1335'HEBBRONVILLE, 13-1/4 MILES E OF THE WEBB-DUVAL COUNTY LINE AND
 AJ1335'1/4 MILE W OF THE HOUSTON PIPELINE CO. LINE.
 AJ1335'
 AJ1335'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AJ1335'DISKS SET IN CONCRETE.
 AJ1335'
 AJ1335'REFERENCE MARK NO. 1 IS NE OF STATION.  REFERENCE MARK NO. 2 IS
 AJ1335'NW OF STATION.
 AJ1335'
 AJ1335'TO REACH THE AZIMUTH MARK FOLLOW TRAIL 0.25 MILE TO PIPE
 AJ1335'LINE, TURN LEFT FOR 0.5 MILE, TURN LEFT AT CROSS ROAD AND
 AJ1335'GO 0.4 MILE TO A LARGE WINDMILL ON RIGHT AND CONCRETE WATERING
 AJ1335'TROUGH.  FOLLOW FENCE LINE N 0.65 MILE TO CORNER.  AZIMUTH
 AJ1335'MARK IS APPROXIMATELY 200 FEET N AND 50 FEET W OF FENCE CORNER.
 AJ1335'
 AJ1335'TO REACH THE STATION FROM THE RAILROAD STATION IN BENAVIDES, GO
 AJ1335'S ONE BLOCK AND TURN W ON FREER ROAD.  KEEP THE MAIN ROAD 2.25
 AJ1335'MILES TO A T-ROAD LEFT.  TAKE LEFT ROAD AND CONTINUE FOR
 AJ1335'2.85 MILES AND TAKE RIGHT FORK.  GO 1.1 MILES AND TAKE RIGHT FORK.
 AJ1335'GO 0.1 MILE AND TAKE LEFT FORK.  GO THRU AUTO GATE AND KEEP
 AJ1335'LEFT.  GO 1.55 MILES AND KEEP STRAIGHT AHEAD AT A CROSS ROAD
 AJ1335'AND TELEPHONE LINE CROSSING.  CONTINUE STRAIGHT AHEAD ON MAIN
 AJ1335'ROAD 3.4 MILES TO CROSS ROAD TELEPHONE LINE AND A SMALL METAL
 AJ1335'HOUSE ON LEFT.  TURN LEFT ALONG TELEPHONE LINE FOR 0.45
 AJ1335'MILE TO TOP OF GRADE TO A TELEPHONE POLE NUMBERED 18-5.
 AJ1335'TURN RIGHT 0.25 MILE TO HIGHEST PART OF HILL AND STATION.
 AJ1335'
 AJ1335'HEIGHT OF LIGHT ABOVE STATION MARK - 13 METERS.
 AJ1335
 AJ1335                          STATION RECOVERY (1961)
 AJ1335
 AJ1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1335'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 AJ1335'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED BUT APPARENTLY
 AJ1335'HAS BEEN DISTURBED AS THE DIRECTION MISSED THE 1935 OBSERVATION
 AJ1335'BY 08.0 SECONDS AND THE POST HAS BEEN BADLY CHIPPED ON
 AJ1335'ONE CORNER AND MAY BE TILTED SLIGHTLY TO THE SOUTHEAST.  THE
 AJ1335'DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED, HOWEVER,
 AJ1335'THE DISTANCES MISSED THE 1935 DISTANCES BY .012 METERS (SHORTER
 AJ1335'DISTANCE) TO REFERENCE MARK NO. 1 AND .008 METERS (SHORTER
 AJ1335'DISTANCE) TO REFERENCE MARK NO. 2.
 AJ1335'
 AJ1335'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AJ1335'
 AJ1335'THE STATION IS APPROXIMATELY 24-1/2 MILES NORTH OF HEBBRONVILLE,
 AJ1335'11 MILES NORTHWEST OF BENAVIDES, 5-3/4 MILES SOUTHWEST OF
 AJ1335'STATE HIGHWAY 339, ON THE HIGHEST PART OF A LONG, BRUSH
 AJ1335'COVERED RIDGE, ON PROPERTY OWNED BY THE DOUGHERTY ESTATE.
 AJ1335'
 AJ1335'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AJ1335'359 AND 339, TWO BLOCKS WEST OF THE DEPOT IN BENAVIDES,
 AJ1335'GO NORTHWEST ON HIGHWAY 339 FOR 15.7 MILES TO A PAVED ROAD ON
 AJ1335'THE LEFT AND A SIGN JAKE L. HAMON DOUGHERTY UNIT.  TURN LEFT
 AJ1335'AND GO SOUTHWEST ON THE PAVED ROAD 1.6 MILES TO A SIDE ROAD
 AJ1335'ON THE LEFT JUST AFTER CROSSING A CATTLE GUARD.  TURN LEFT
 AJ1335'AND GO EAST AND SOUTHWEST ON THE MAIN BLADED ROAD 1.2 MILES
 AJ1335'TO A FORK JUST AFTER CROSSING A CATTLE GUARD.  BEAR LEFT
 AJ1335'AND CONTINUE SOUTHWEST ON THE MAIN ROAD 2.4 MILES TO A FORK.
 AJ1335'BEAR LEFT AND CONTINUE SOUTH AND SOUTHWEST 0.7 MILE TO A
 AJ1335'CATTLE GUARD AND A LARGE SIGN DOUGHERTY RANCH NO 5.  TURN
 AJ1335'LEFT, JUST AFTER CROSSING THE CATTLE GUARD AND GO EAST ON A
 AJ1335'TRACK ROAD ALONG THE SOUTH SIDE OF A FENCE 0.4 MILE, THEN
 AJ1335'BEAR RIGHT WITH THE MAIN TRACK ROAD AND GO SOUTH 2.1
 AJ1335'MILES TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO EAST 0.4 MILE TO
 AJ1335'A WINDMILL AND CORRAL.  PASS TO THE RIGHT OF THE WINDMILL AND GO
 AJ1335'NORTHEAST ALONG A DIRT ROAD FILL 0.1 MILE, THEN BEAR RIGHT 0.1 MILE
 AJ1335'TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON THE MAIN TRACK ROAD,
 AJ1335'SOUTHEAST AND EAST, 0.9 MILE TO A WINDMILL ON THE RIGHT.  BEAR
 AJ1335'LEFT AND GO NORTHEAST AND EAST 0.4 MILE TO A GATE.  PASS THROUGH
 AJ1335'THE GATE AND CONTINUE NORTHEAST AND EAST 2.6 MILES TO A
 AJ1335'WINDMILL.  PASS TO THE LEFT OF THE WINDMILL AND CONTINUE EAST
 AJ1335'ON THE TRACK ROAD 0.4 MILE TO A T-ROAD.  TURN SHARP RIGHT AND GO
 AJ1335'SOUTHWEST 0.7 MILE TO AN OLD FENCE.  (TURN RIGHT AND GO
 AJ1335'WESTERLY ALONG THE NORTH SIDE OF THE FENCE 0.8 MILE TO A FENCE
 AJ1335'CORNER AND THE AZIMUTH MARK 200 FEET NORTH.) CONTINUE STRAIGHT AHEAD
 AJ1335'ON THE TRACK ROAD 0.7 MILE TO A GATE AND A TRACK ROAD ON THE RIGHT.
 AJ1335'PASS THROUGH THE GATE AND CONTINUE SOUTHWEST 0.6 MILE TO A DIM
 AJ1335'TRAIL ON THE RIGHT AT A LOW SADDLE IN THE RIDGE.  TURN RIGHT
 AJ1335'AND GO NORTHERLY ON A BRUSHY TRAIL 0.3 MILE TO THE STATION
 AJ1335'IN A SMALL CLEARING.
 AJ1335'
 AJ1335'THE STATION MARK IS A STANDARD DISK STAMPED BENA 1935, SET IN
 AJ1335'A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 1.5
 AJ1335'FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 AJ1335'DISK WAS NOT INSPECTED.
 AJ1335'
 AJ1335'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BENA NO 1
 AJ1335'1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ1335'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 AJ1335'
 AJ1335'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BENA NO 2 1935,
 AJ1335'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.  IT
 AJ1335'IS 37 FEET EAST OF AN OLD FENCE.
 AJ1335'
 AJ1335'AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED BENA AZI 1935,
 AJ1335'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 AJ1335'IT IS 1.4 FEET SOUTHEAST OF A METAL WITNESS POST.
 AJ1335'
 AJ1335'NOTE--REFERENCE MARKS MEASURED WITH 5 KILOGRAM TAPE TENSION.
 AJ1335'
 AJ1335'SMALL AMOUNT OF CLEARING REQUIRED TO THE SEE THE AZIMUTH MARK
 AJ1335'FROM THE GROUND.
 AJ1335'
 AJ1335'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1226 ***********************************************************************
 AJ1226  DESIGNATION -  BENAVIDES
 AJ1226  PID         -  AJ1226
 AJ1226  STATE/COUNTY-  TX/DUVAL
 AJ1226  USGS QUAD   -  BENAVIDES (1968)
 AJ1226
 AJ1226                         *CURRENT SURVEY CONTROL
 AJ1226  ___________________________________________________________________
 AJ1226* NAD 83(1993)-  27 34 36.15574(N)    098 24 29.58999(W)     ADJUSTED  
 AJ1226* NAVD 88     -       127.     (meters)     417.     (feet)  SCALED    
 AJ1226  ___________________________________________________________________
 AJ1226  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AJ1226  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AJ1226
 AJ1226  HORZ ORDER  -  SECOND
 AJ1226
 AJ1226.The horizontal coordinates were established by classical geodetic methods
 AJ1226.and adjusted by the National Geodetic Survey in February 1996..
 AJ1226
 AJ1226.The orthometric height was scaled from a topographic map.
 AJ1226
 AJ1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1226
 AJ1226.The geoid height was determined by GEOID03.
 AJ1226
 AJ1226;                    North         East     Units Scale Factor Converg.
 AJ1226;SPC TX S     - 5,211,623.677   309,062.239   MT  0.99994508   +0 02 30.0
 AJ1226;SPC TX S     -17,098,468.68  1,013,981.70   sFT  0.99994508   +0 02 30.0
 AJ1226;UTM  14      - 3,050,453.449   558,411.734   MT  0.99964211   +0 16 26.3
 AJ1226
 AJ1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1226!SPC TX S     -   0.99998410  x   0.99994508  =   0.99992918
 AJ1226!UTM  14      -   0.99998410  x   0.99964211  =   0.99962622
 AJ1226
 AJ1226|---------------------------------------------------------------------|
 AJ1226| PID    Reference Object                     Distance      Geod. Az  |
 AJ1226|                                                           dddmmss.s |
 AJ1226| CV2950 BENAVIDES RM 2                       26.415 METERS 00053     |
 AJ1226| CV2948 BENAVIDES AZ MK                                    1814814.7 |
 AJ1226| CV2949 BENAVIDES RM 1                       41.440 METERS 30350     |
 AJ1226| AJ1225 BENAVIDES MUNICIPAL TANK            APPROX. 2.2 KM 3373920.9 |
 AJ1226|---------------------------------------------------------------------|
 AJ1226
 AJ1226                          SUPERSEDED SURVEY CONTROL
 AJ1226
 AJ1226  NAD 83(1986)-  27 34 36.16216(N)    098 24 29.56514(W) AD(       ) 2
 AJ1226  NAD 27      -  27 34 35.04990(N)    098 24 28.53030(W) AD(       ) 2
 AJ1226
 AJ1226.Superseded values are not recommended for survey control.
 AJ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1226.See file dsdata.txt to determine how the superseded data were derived.
 AJ1226
 AJ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR5841250453(NAD 83)
 AJ1226_MARKER: DS = TRIANGULATION STATION DISK
 AJ1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1226
 AJ1226  HISTORY     - Date     Condition        Report By
 AJ1226  HISTORY     - 1961     MONUMENTED       CGS
 AJ1226  HISTORY     - 20021120 MARK NOT FOUND   INDIV
 AJ1226
 AJ1226                          STATION DESCRIPTION
 AJ1226
 AJ1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1226'THE STATION IS APPROXIMATELY 1-1/2 MILES SOUTH OF BENAVIDES
 AJ1226'AND ON THE EAST SIDE OF STATE HIGHWAY 339, ON THE PROPERTY OF
 AJ1226'MR. RICHARD BARTON.
 AJ1226'
 AJ1226'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND JUNCTION OF
 AJ1226'STATE HIGHWAYS 359 AND 339 IN BENAVIDES, GO SOUTH ON HIGHWAY
 AJ1226'339 FOR 0.6 MILE TO THE CITY LIMITS.  CONTINUE SOUTH ON HIGHWAY
 AJ1226'339 FOR 0.85 MILE TO THE STATION ON THE LEFT.  CONTINUE SOUTH
 AJ1226'ON HIGHWAY 339 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AJ1226'
 AJ1226'STATION MARKS ARE STANDARD DISKS STAMPED BENAVIDES 1961.  THE
 AJ1226'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1226'3 INCHES.  IT IS 49 FEET EAST OF THE CENTER LINE OF HIGHWAY 339,
 AJ1226'2 FEET NORTHEAST OF A METAL WITNESS POST AND 1.5 FEET EAST OF
 AJ1226'A FENCE.  THE UNDERGROUND IS SET IN AN IRREGULAR MASS OF CONCRETE
 AJ1226'40 INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1226'
 AJ1226'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BENAVIDES NO 1
 AJ1226'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AJ1226'IT IS 63 FEET WEST OF THE CENTER LINE OF HIGHWAY 339 AND 12
 AJ1226'FEET WEST OF A WIRE FENCE.
 AJ1226'
 AJ1226'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BENAVIDES NO 2
 AJ1226'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AJ1226'IT IS 50 FEET EAST OF THE CENTER LINE OF HIGHWAY 339 AND 3
 AJ1226'FEET OF THE FENCE.
 AJ1226'
 AJ1226'AZIMUTH MARK, A STANDARD DISK STAMPED BENAVIDES 1961, IS SET
 AJ1226'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 51
 AJ1226'FEET WEST OF THE CENTER LINE OF HIGHWAY 339, 50 FEET NORTH
 AJ1226'OF A POWER POLE AND 3.5 FEET NORTH OF A METAL WITNESS POST.
 AJ1226'
 AJ1226'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1226'
 AJ1226'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AJ1226
 AJ1226                          STATION RECOVERY (2002)
 AJ1226
 AJ1226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRP)
 AJ1226'FOUND PIECES OF THE CONCRETE BASE SCATTERED AROUND THE AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1225 ***********************************************************************
 AJ1225  DESIGNATION -  BENAVIDES MUNICIPAL TANK
 AJ1225  PID         -  AJ1225
 AJ1225  STATE/COUNTY-  TX/DUVAL
 AJ1225  USGS QUAD   -  BENAVIDES (1968)
 AJ1225
 AJ1225                         *CURRENT SURVEY CONTROL
 AJ1225  ___________________________________________________________________
 AJ1225* NAD 83(1993)-  27 35 41.28908(N)    098 24 59.63947(W)     ADJUSTED  
 AJ1225* NAVD 88     -                                                        
 AJ1225  ___________________________________________________________________
 AJ1225  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AJ1225  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AJ1225
 AJ1225  HORZ ORDER  -  THIRD
 AJ1225
 AJ1225.The horizontal coordinates were established by classical geodetic methods
 AJ1225.and adjusted by the National Geodetic Survey in February 1996..
 AJ1225
 AJ1225
 AJ1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1225
 AJ1225.The geoid height was determined by GEOID03.
 AJ1225
 AJ1225;                    North         East     Units Scale Factor Converg.
 AJ1225;SPC TX S     - 5,213,627.888   308,236.739   MT  0.99994830   +0 02 16.4
 AJ1225;SPC TX S     -17,105,044.16  1,011,273.37   sFT  0.99994830   +0 02 16.4
 AJ1225;UTM  14      - 3,052,453.686   557,578.368   MT  0.99964092   +0 16 12.9
 AJ1225
 AJ1225                          SUPERSEDED SURVEY CONTROL
 AJ1225
 AJ1225  NAD 83(1986)-  27 35 41.29540(N)    098 24 59.61465(W) AD(       ) 4
 AJ1225  NAD 27      -  27 35 40.18600(N)    098 24 58.57800(W) AD(       ) 3
 AJ1225
 AJ1225.Superseded values are not recommended for survey control.
 AJ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1225.See file dsdata.txt to determine how the superseded data were derived.
 AJ1225
 AJ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR5757852454(NAD 83)
 AJ1225_MARKER: 53 = ELEVATED TANK
 AJ1225
 AJ1225  HISTORY     - Date     Condition        Report By
 AJ1225  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1225
 AJ1225                          STATION DESCRIPTION
 AJ1225
 AJ1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1225'THE STATION IS THE BALL ATOP THE TANK WHICH IS IN THE SOUTHWEST
 AJ1225'PART OF BENAVIDES AND JUST NORTH OF THE SCHOOL.
 AJ1225'
 AJ1225'THE TANK IS A SILVER METAL STRUCTURE SUPPORTED BY FOUR LEGS
 AJ1225'AND IS 125 FEET HIGH.
 AJ1225'
 AJ1225'IT IS HAS THE LETTERS BENAVIDES PAINTED ON THE EAST AND WEST
 AJ1225'SIDES OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1227 ***********************************************************************
 AJ1227  DESIGNATION -  BENAVIDES PITTSBURGH GLASS MST
 AJ1227  PID         -  AJ1227
 AJ1227  STATE/COUNTY-  TX/DUVAL
 AJ1227  USGS QUAD   -  BENAVIDES NW (1968)
 AJ1227
 AJ1227                         *CURRENT SURVEY CONTROL
 AJ1227  ___________________________________________________________________
 AJ1227* NAD 83(1993)-  27 41 21.90220(N)    098 23 41.02492(W)     ADJUSTED  
 AJ1227* NAVD 88     -                                                        
 AJ1227  ___________________________________________________________________
 AJ1227  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AJ1227  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AJ1227
 AJ1227  HORZ ORDER  -  THIRD
 AJ1227
 AJ1227.The horizontal coordinates were established by classical geodetic methods
 AJ1227.and adjusted by the National Geodetic Survey in February 1996..
 AJ1227
 AJ1227
 AJ1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1227
 AJ1227.The geoid height was determined by GEOID03.
 AJ1227
 AJ1227;                    North         East     Units Scale Factor Converg.
 AJ1227;SPC TX S     - 5,224,113.660   310,383.828   MT  0.99996673   +0 02 52.1
 AJ1227;SPC TX S     -17,139,446.23  1,018,317.61   sFT  0.99996673   +0 02 52.1
 AJ1227;UTM  14      - 3,062,944.796   559,682.149   MT  0.99964397   +0 16 52.6
 AJ1227
 AJ1227                          SUPERSEDED SURVEY CONTROL
 AJ1227
 AJ1227  NAD 83(1986)-  27 41 21.90832(N)    098 23 41.00023(W) AD(       ) 4
 AJ1227  NAD 27      -  27 41 20.80200(N)    098 23 39.95400(W) AD(       ) 3
 AJ1227
 AJ1227.Superseded values are not recommended for survey control.
 AJ1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1227.See file dsdata.txt to determine how the superseded data were derived.
 AJ1227
 AJ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR5968262945(NAD 83)
 AJ1227_MARKER: 42 = RADIO/TV MAST
 AJ1227
 AJ1227  HISTORY     - Date     Condition        Report By
 AJ1227  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1227
 AJ1227                          STATION DESCRIPTION
 AJ1227
 AJ1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1227'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS APPROXIMATELY
 AJ1227'6-1/4 MILES NORTH OF BENAVIDES, 4-1/2 MILES NORTHEAST OF STATE
 AJ1227'HIGHWAY 339, 4 MILES NORTHWEST OF STATE HIGHWAY 359 AND AT
 AJ1227'THE SITE OF A FIELD OFFICE OF THE PITTSBURGH PLATE GLASS
 AJ1227'COMPANY.
 AJ1227'
 AJ1227'THE MAST, A METAL STRUCTURE PAINTED RED AND WHITE, IS 130
 AJ1227'HIGH AND HAS A LARGE ANTENNA ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2682 ***********************************************************************
 CS2682  DESIGNATION -  BENCH MK ST TEX NR ENNIS 1947
 CS2682  PID         -  CS2682
 CS2682  STATE/COUNTY-  TX/ELLIS
 CS2682  USGS QUAD   -  ENNIS WEST (1978)
 CS2682
 CS2682                         *CURRENT SURVEY CONTROL
 CS2682  ___________________________________________________________________
 CS2682* NAD 83(1993)-  32 19 38.44087(N)    096 37 34.26114(W)     ADJUSTED  
 CS2682* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 CS2682  ___________________________________________________________________
 CS2682  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 CS2682  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CS2682
 CS2682  HORZ ORDER  -  SECOND
 CS2682
 CS2682.The horizontal coordinates were established by classical geodetic methods
 CS2682.and adjusted by the National Geodetic Survey in February 1996..
 CS2682
 CS2682.The orthometric height was scaled from a topographic map.
 CS2682
 CS2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2682
 CS2682.The geoid height was determined by GEOID03.
 CS2682
 CS2682;                    North         East     Units Scale Factor Converg.
 CS2682;SPC TXNC     - 2,074,837.173   776,412.997   MT  0.99995192   +1 01 19.1
 CS2682;SPC TXNC     - 6,807,194.96  2,547,281.64   sFT  0.99995192   +1 01 19.1
 CS2682;UTM  14      - 3,579,196.469   723,446.948   MT  1.00021575   +1 16 11.8
 CS2682
 CS2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2682!SPC TXNC     -   0.99997816  x   0.99995192  =   0.99993009
 CS2682!UTM  14      -   0.99997816  x   1.00021575  =   1.00019391
 CS2682
 CS2682                          SUPERSEDED SURVEY CONTROL
 CS2682
 CS2682  NAD 83(1986)-  32 19 38.44841(N)    096 37 34.24278(W) AD(       ) 2
 CS2682  NAD 27      -  32 19 37.92700(N)    096 37 33.27900(W) AD(       ) 2
 CS2682
 CS2682.Superseded values are not recommended for survey control.
 CS2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2682.See file dsdata.txt to determine how the superseded data were derived.
 CS2682
 CS2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2344779196(NAD 83)
 CS2682_MARKER: DS = TRIANGULATION STATION DISK
 CS2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2682+STABILITY: SURFACE MOTION
 CS2682
 CS2682  HISTORY     - Date     Condition        Report By
 CS2682  HISTORY     - 1947     MONUMENTED       CGS
 CS2682  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS2682
 CS2682                          STATION DESCRIPTION
 CS2682
 CS2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS2682'SEE STATION ENNIS
 CS2682
 CS2682                          STATION RECOVERY (2002)
 CS2682
 CS2682'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS2682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0953 ***********************************************************************
 CD0953  DESIGNATION -  BENCH MK USGS NR CHEATUM 1943
 CD0953  PID         -  CD0953
 CD0953  STATE/COUNTY-  TX/CULBERSON
 CD0953  USGS QUAD   -  DELAWARE RANCH (1973)
 CD0953
 CD0953                         *CURRENT SURVEY CONTROL
 CD0953  ___________________________________________________________________
 CD0953* NAD 83(1993)-  31 26 40.39973(N)    104 33 53.40163(W)     ADJUSTED  
 CD0953* NAVD 88     -      1711.     (meters)    5614.     (feet)  SCALED    
 CD0953  ___________________________________________________________________
 CD0953  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 CD0953  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CD0953
 CD0953  HORZ ORDER  -  SECOND
 CD0953
 CD0953.The horizontal coordinates were established by classical geodetic methods
 CD0953.and adjusted by the National Geodetic Survey in February 1996..
 CD0953
 CD0953.The orthometric height was scaled from a topographic map.
 CD0953
 CD0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0953
 CD0953.The geoid height was determined by GEOID03.
 CD0953
 CD0953;                    North         East     Units Scale Factor Converg.
 CD0953;SPC TX C     - 3,204,739.371   297,893.161   MT  0.99991155   -2 10 46.1
 CD0953;SPC TX C     -10,514,215.75    977,337.81   sFT  0.99991155   -2 10 46.1
 CD0953;UTM  13      - 3,478,953.467   541,349.814   MT  0.99962109   +0 13 37.3
 CD0953
 CD0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0953!SPC TX C     -   0.99973507  x   0.99991155  =   0.99964664
 CD0953!UTM  13      -   0.99973507  x   0.99962109  =   0.99935626
 CD0953
 CD0953                          SUPERSEDED SURVEY CONTROL
 CD0953
 CD0953  NAD 83(1986)-  31 26 40.40082(N)    104 33 53.39929(W) AD(       ) 2
 CD0953  NAD 27      -  31 26 39.94300(N)    104 33 51.63600(W) AD(       ) 2
 CD0953
 CD0953.Superseded values are not recommended for survey control.
 CD0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0953.See file dsdata.txt to determine how the superseded data were derived.
 CD0953
 CD0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ4135078953(NAD 83)
 CD0953_MARKER: DD = SURVEY DISK
 CD0953_SETTING: 0 = UNSPECIFIED SETTING
 CD0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0953
 CD0953  HISTORY     - Date     Condition        Report By
 CD0953  HISTORY     - 1943     MONUMENTED       USGS
 CD0953
 CD0953                          STATION DESCRIPTION
 CD0953
 CD0953'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 CD0953'STATION IS LOCATED ON THE HIGHEST POINT NEAR THE CENTER OF THE
 CD0953'HIGH AND PROMINENT GROUP OF HILLS KNOWN AS THE CHEATUM HILLS.
 CD0953'IT IS ON THE DIVIDE ON THE E SIDE OF THE SALT FLATS ABOUT 33
 CD0953'MILES NE OF VAN HORN AND IS ABOUT 6 MILES NW OF THE KNOX AND
 CD0953'BREWER RANCH HEADQUARTERS.
 CD0953'
 CD0953'U.S. GEOLOGICAL SURVEY BENCH MARK IS SET
 CD0953'IN A ROCK FLUSH WITH THE GROUND.  STAMPED 5572 FEET VA 1905.
 CD0953'
 CD0953'TO REACH FROM VAN HORN, GO E ON U.S. HIGHWAY 80 FOR 8.0 MILES
 CD0953'TO THE BLADED ROAD TO THE LEFT OR N TOWARD WILDHORSE RAILROAD
 CD0953'STATION.  TURN LEFT HERE AND GO N ON THE BLADED ROAD, CROSS THE
 CD0953'RAILROAD AND FOLLOW THE MAIN BLADED ROAD N AND NE ACROSS THE
 CD0953'FLATS AND UP THROUGH THE MOUNTAINS 26.4 MILES TO A FORK IN
 CD0953'THE BLADED ROAD AND A CONCRETE-FILLED OIL BARREL IN THE FORK.
 CD0953'THIS FORK IS 1.5 MILES E OF THE SUMMIT OF THE DIVIDE.  TAKE
 CD0953'THE RIGHT FORK AND CONTINUE E DOWNGRADE 2.0 MILES TO A T-ROAD
 CD0953'E TO THE JONES RANCH AND TO KENT.  TURN LEFT HERE THROUGH A BOARD
 CD0953'GATE AND FOLLOW THE MAIN BLADED ROAD N AND NE (PASSING AN OLD
 CD0953'OIL WELL SITE AT ABOUT 0.5 MILE) FOR 6.2 MILES TO A BLADED ROAD
 CD0953'FORK.  THE RIGHT FORK OR THE ROAD STRAIGHT AHEAD CONTINUES
 CD0953'NE TOWARD WEATHERBY RANCH, RED BLUFF AND CARLSBAD.  TAKE
 CD0953'LEFT FORK FOR 0.7 MILE TO THE KNOX AND BREWER RANCH HEAD
 CD0953'QUARTERS, A SET OF METAL-ROOFED BUILDINGS.  GO NW UP A
 CD0953'LOW RIDGE ON A TRACK ROAD FROM NEAR THE GARAGE FOR 0.5
 CD0953'MILE TO A GATE IN A N-S FENCE.  PASS THROUGH THE GATE AND
 CD0953'CONTINUE NW, PASSING AN OLD OIL-WELL SITE, FOR 1.1 MILES TO
 CD0953'FORKS.  TAKE LEFT FORK AND CONTINUE FOR 2.2 MILES TO A
 CD0953'WIRE GATE AT A LARGE DIRT TANK IN THE CANYON.  PASS THROUGH GATE
 CD0953'AND CONTINUE UPGRADE FOLLOWING TRACK ROAD AND BEARING TO THE
 CD0953'RIGHT OUT THROUGH A SIDE CANYON AND THEN UP THE HIGH SLOPES
 CD0953'FOR 2.6 MILES TO A POINT WHERE THE ROAD PASSES UP INTO THE SIDE
 CD0953'OF THE MAIN MOUNTAIN AND TURNS SHARP TO THE RIGHT OR N ON A
 CD0953'NARROW SHELF.  THIS IS THE END OF THE TRUCK TRAVEL.  FROM HERE
 CD0953'PACK W AND SW UP THE STEEP SLOPE AND ALONG THE TOP FOR ABOUT 0.4
 CD0953'MILE TO THE STATION.  THERE IS A HILL AT THE N END OF THE
 CD0953'MOUNTAIN ABOUT 0.4 MILE NNE OF THE STATION THAT IS ABOUT THE
 CD0953'SAME ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0970 ***********************************************************************
 CU0970  DESIGNATION -  BENCH RESET
 CU0970  PID         -  CU0970
 CU0970  STATE/COUNTY-  TX/NOLAN
 CU0970  USGS QUAD   -  BENCH MOUNTAIN (1969)
 CU0970
 CU0970                         *CURRENT SURVEY CONTROL
 CU0970  ___________________________________________________________________
 CU0970* NAD 83(1993)-  32 17 57.35014(N)    100 33 57.27380(W)     ADJUSTED  
 CU0970* NAVD 88     -       793.7    (meters)    2604.     (feet)  VERTCON   
 CU0970  ___________________________________________________________________
 CU0970  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CU0970  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CU0970
 CU0970  HORZ ORDER  -  FIRST
 CU0970
 CU0970.The horizontal coordinates were established by classical geodetic methods
 CU0970.and adjusted by the National Geodetic Survey in February 1996..
 CU0970
 CU0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0970
 CU0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0970
 CU0970.The geoid height was determined by GEOID03.
 CU0970
 CU0970;                    North         East     Units Scale Factor Converg.
 CU0970;SPC TXNC     - 2,072,063.082   405,443.135   MT  0.99995818   -1 07 36.2
 CU0970;SPC TXNC     - 6,798,093.63  1,330,191.35   sFT  0.99995818   -1 07 36.2
 CU0970;UTM  14      - 3,574,684.332   352,565.983   MT  0.99986806   -0 50 12.8
 CU0970
 CU0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0970!SPC TXNC     -   0.99987952  x   0.99995818  =   0.99983771
 CU0970!UTM  14      -   0.99987952  x   0.99986806  =   0.99974760
 CU0970
 CU0970:                Primary Azimuth Mark                     Grid Az
 CU0970:SPC TXNC     -  BENCH AZ MK                              006 05 35.0
 CU0970:UTM  14      -  BENCH AZ MK                              005 48 11.6
 CU0970
 CU0970|---------------------------------------------------------------------|
 CU0970| PID    Reference Object                     Distance      Geod. Az  |
 CU0970|                                                           dddmmss.s |
 CU0970| CX7577 BENCH AZ MK                                        0045758.8 |
 CU0970| CU0964 ROSCOE SCHOOLHOUSE CUPOLA           APPROX.15.6 KM 0083359.3 |
 CU0970| CU0967 ROSCOE TALLER MUN TANK              APPROX.15.7 KM 0090915.7 |
 CU0970| CU0965 ROSCOE MUNICIPAL TANK               APPROX.16.4 KM 0091531.6 |
 CU0970| CU0963 ROSCOE COTTON GIN STACK             APPROX.16.7 KM 0094316.2 |
 CU0970| CU0966 ROSCOE WESTEX COOP ELEVATOR         APPROX.16.8 KM 0104803.8 |
 CU0970| CX7578 BENCH RM                             24.652 METERS 06305     |
 CU0970| CU0990 COLORADO WEST STANDPIPE             APPROX.27.3 KM 2895500.4 |
 CU0970| CU0973 LORAINE SCHOOLHOUSE CUPOLA          APPROX.18.0 KM 3094936.0 |
 CU0970| CU0976 LORAINE MUN TANK                    APPROX.18.0 KM 3100108.5 |
 CU0970| CU0969 ROSCOE TEXAS ELEC CO MAST           APPROX.10.8 KM 3540054.7 |
 CU0970|---------------------------------------------------------------------|
 CU0970
 CU0970                          SUPERSEDED SURVEY CONTROL
 CU0970
 CU0970  NAD 83(1986)-  32 17 57.35461(N)    100 33 57.26379(W) AD(       ) 1
 CU0970  NAD 27      -  32 17 56.90800(N)    100 33 55.88400(W) AD(       ) 1
 CU0970  NGVD 29 (07/19/86)  793.4    (m)         2603.     (f) VERT ANG       
 CU0970
 CU0970.Superseded values are not recommended for survey control.
 CU0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0970.See file dsdata.txt to determine how the superseded data were derived.
 CU0970
 CU0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA5256674684(NAD 83)
 CU0970_MARKER: DS = TRIANGULATION STATION DISK
 CU0970_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CU0970
 CU0970  HISTORY     - Date     Condition        Report By
 CU0970  HISTORY     - 1937     MONUMENTED       CGS
 CU0970  HISTORY     - 1942     GOOD             LOCSUR
 CU0970  HISTORY     - 1958     GOOD             CGS
 CU0970  HISTORY     - 1958     GOOD             USGS
 CU0970
 CU0970                          STATION DESCRIPTION
 CU0970
 CU0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CU0970'SURFACE MARK AND SUBSURFACE MARK HAVE BEEN DESTROYED BUT
 CU0970'REFERENCE MARK WAS FOUND IN PLACE.  NEW STATION MARK WAS
 CU0970'ESTABLISHED IN THE ORIGINAL POSITION BY USING DISTANCE TO
 CU0970'REFERENCE MARK AND ANGLE BETWEEN REFERENCE MARK AND STATION
 CU0970'LLOYD.  FOLLOWING IS NEW DESCRIPTION--
 CU0970'
 CU0970'ABOUT 10 MILES S OF ROSCOE AND 12-1/2 MILES SE OF LORAINE ON
 CU0970'THE HIGHEST POINT OF THE WESTERN END OF A PROMINENT FLAT-TOPPED
 CU0970'MESA KNOWN AS BENCH MOUNTAIN.  ON LAND OWNED BY BOB SCOTT
 CU0970'WHO LIVES IN COLORADO, TEXAS AND LEASED BY S.C. SHULTZ.
 CU0970'
 CU0970'STATION IS ABOUT 0.4 MILE S FROM THE EXTREME N END OF MOUNTAIN.
 CU0970'SURFACE MARK IS A STANDARD DISK IN MASS OF CONCRETE THAT
 CU0970'PROJECTS 6 INCHES ABOVE SURFACE OF GROUND.
 CU0970'
 CU0970'UNDERGROUND MARK IS A STANDARD DISK IN A MASS OF CONCRETE
 CU0970'ABOUT 12 INCHES SQUARE AND ABOUT 44 INCHES BELOW THE SURFACE
 CU0970'OF GROUND.
 CU0970'
 CU0970'OLD REFERENCE MARK (1909) IS AN IRON PIPE SET IN CONCRETE
 CU0970'FLUSH WITH THE SURFACE OF GROUND.
 CU0970'
 CU0970'REFERENCE MARK (1937) IS A STANDARD DISK SET IN A DRILL HOLE
 CU0970'IN A LARGE BOULDER AND PROJECTS ABOUT 2 INCHES SSE OF STATION.
 CU0970'
 CU0970'AZIMUTH MARK (1937) IS A STANDARD DISK SET IN ROCK OUTCROP
 CU0970'THAT PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND,
 CU0970'ABOUT 0.4 MILE N OF STATION, 100 YARDS SW OF THE MOST NORTHERN
 CU0970'POINT OF MOUNTAIN AND NEAR THE NW EDGE.
 CU0970'
 CU0970'REACHED FROM ROSCOE BY GOING S ON THE FIRST STREET E OF
 CU0970'WATER TANK AND FOLLOWING A GRADED DIRT ROAD FOR 7.85 MILES
 CU0970'TO A SIDE ROAD W JUST AFTER PASSING HIGHLAND HIGH SCHOOL,
 CU0970'THENCE TURN RIGHT AND GO THROUGH A GATE IN FENCE AT SW CORNER
 CU0970'OF ROAD INTERSECTION AND FOLLOW A TRAIL ROAD W ALONG S SIDE
 CU0970'OF FENCE AND GRADED ROAD FOR 0.95 MILE, THEN TURN LEFT AND
 CU0970'GO S AND SW AND W ON MAIN-TRAVELED TRAIL ROAD FOR 2.1 MILES
 CU0970'TO TWO GATES IN SE CORNER OF CORRAL.  PASS THROUGH GATES AND
 CU0970'CONTINUE ON ROAD SW AND W FOR 1.25 MILES TO A GATE, PASS
 CU0970'THROUGH GATE AND CONTINUE W FOR 0.2 MILE TO RANCH BUILDINGS,
 CU0970'GO THROUGH A GATE INTO A WIRE CORRAL TOWARD WINDMILL, THEN
 CU0970'GO THROUGH ANOTHER GATE AT SW CORNER OF WOODEN CORRAL AND
 CU0970'FOLLOW A DIM ROAD W THROUGH PASTURE AND UP HILL FOR 0.5
 CU0970'MILE TO HIGHEST POINT OF RIDGE, THEN LEAVE ROAD, TURN
 CU0970'RIGHT AND GO N ALONG TOP OF BENCH FOR 0.25 MILE TO HIGHEST
 CU0970'POINT AND STATION.
 CU0970
 CU0970                          STATION RECOVERY (1942)
 CU0970
 CU0970'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 CU0970'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CU0970
 CU0970                          STATION RECOVERY (1958)
 CU0970
 CU0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0970'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU0970'CONDITION.
 CU0970'
 CU0970'TO REACH FROM ROSCOE, FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CU0970'AND 84 AND FARM ROAD 608, GO SOUTH ON FARM ROAD 608 FOR 7.65
 CU0970'MILES TO CROSSROADS JUST AFTER PASSING THE HIGHLAND SCHOOL
 CU0970'ON THE LEFT, TURN RIGHT AND GO WEST FOR 2.0 MILES TO A SIDE
 CU0970'ROAD RIGHT AT A STEEL GATE ON THE LEFT, TURN LEFT THROUGH
 CU0970'GATE AND GO SOUTH AND WEST ON MAIN RANCH ROAD FOR 1.3 MILES
 CU0970'TO A RANCH HOUSE ON THE LEFT, GO WEST ON RANCH ROAD FOR 0.65
 CU0970'MILE TO A STEEL GATE TO NORTH OF A WINDMILL, CONTINUE ON MAIN
 CU0970'RANCH ROAD FOR 0.25 MILE TO FORKS, TAKE RIGHT FORK AND
 CU0970'CONTINUE FOR ABOUT 0.5 MILE TO END OF TRUCK TRAVEL AT NORTH
 CU0970'END OF BENCH MOUNTAIN.  THE AZIMUTH MARK IS NEAR THE TOP
 CU0970'OF THE NORTH END OF THE MOUNTAIN AND THE STATION IS
 CU0970'ABOUT 0.4 MILE SOUTH-SOUTHWEST OF THE AZIMUTH MARK.
 CU0970
 CU0970                          STATION RECOVERY (1958)
 CU0970
 CU0970'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CU0970'STATION MARK--STANDARD USC AND GS DISK IN MASS OF CONCRETE THAT
 CU0970'PROJECTS 6 IN. ABOVE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0957 ***********************************************************************
 BM0957  DESIGNATION -  BENCHLEY
 BM0957  PID         -  BM0957
 BM0957  STATE/COUNTY-  TX/BRAZOS
 BM0957  USGS QUAD   -  BRYAN WEST (1980)
 BM0957
 BM0957                         *CURRENT SURVEY CONTROL
 BM0957  ___________________________________________________________________
 BM0957* NAD 83(1993)-  30 43 07.46695(N)    096 28 05.79424(W)     ADJUSTED  
 BM0957* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 BM0957  ___________________________________________________________________
 BM0957  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BM0957  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BM0957
 BM0957  HORZ ORDER  -  SECOND
 BM0957
 BM0957.The horizontal coordinates were established by classical geodetic methods
 BM0957.and adjusted by the National Geodetic Survey in February 1996..
 BM0957
 BM0957.The orthometric height was scaled from a topographic map.
 BM0957
 BM0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0957
 BM0957.The geoid height was determined by GEOID03.
 BM0957
 BM0957;                    North         East     Units Scale Factor Converg.
 BM0957;SPC TX C     - 3,123,057.864 1,070,094.610   MT  0.99989384   +1 59 26.6
 BM0957;SPC TX C     -10,246,232.34  3,510,802.07   sFT  0.99989384   +1 59 26.6
 BM0957;UTM  14      - 3,401,169.272   742,438.162   MT  1.00032512   +1 17 38.0
 BM0957
 BM0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0957!SPC TX C     -   0.99998576  x   0.99989384  =   0.99987960
 BM0957!UTM  14      -   0.99998576  x   1.00032512  =   1.00031088
 BM0957
 BM0957:                Primary Azimuth Mark                     Grid Az
 BM0957:SPC TX C     -  HOUSTON WACO AIRWAY BEACON 13            074 42 59.1
 BM0957:UTM  14      -  HOUSTON WACO AIRWAY BEACON 13            075 24 47.7
 BM0957
 BM0957|---------------------------------------------------------------------|
 BM0957| PID    Reference Object                     Distance      Geod. Az  |
 BM0957|                                                           dddmmss.s |
 BM0957| BM0956 HOUSTON WACO AIRWAY BEACON 13       APPROX. 8.1 KM 0764225.7 |
 BM0957| CV8077 BENCHLEY AZ MK                                     0881950.5 |
 BM0957| CV8078 BENCHLEY RM 1                        45.430 METERS 17209     |
 BM0957| CV8079 BENCHLEY RM 2                        55.827 METERS 28439     |
 BM0957|---------------------------------------------------------------------|
 BM0957
 BM0957                          SUPERSEDED SURVEY CONTROL
 BM0957
 BM0957  NAD 83(1986)-  30 43 07.48093(N)    096 28 05.77468(W) AD(       ) 2
 BM0957  NAD 27      -  30 43 06.77200(N)    096 28 04.89900(W) AD(       ) 2
 BM0957
 BM0957.Superseded values are not recommended for survey control.
 BM0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0957.See file dsdata.txt to determine how the superseded data were derived.
 BM0957
 BM0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV4243801169(NAD 83)
 BM0957_MARKER: DS = TRIANGULATION STATION DISK
 BM0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0957
 BM0957  HISTORY     - Date     Condition        Report By
 BM0957  HISTORY     - 1943     MONUMENTED       CGS
 BM0957  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0957  HISTORY     - 20040323 GOOD             GEOCAC
 BM0957
 BM0957                          STATION DESCRIPTION
 BM0957
 BM0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0957'ABOUT 6.5 MILES NW OF BRYAN, 5.75 MILES SE OF MUMFORD AND
 BM0957'2 MILES SSW OF BENCHLEY ON THE SUMMIT OF A HIGH RIDGE OF
 BM0957'PROPERTY OWNED BY MR. LOUIS LERO.  THE STATION IS 18 FEET
 BM0957'W OF THE NIGHT CORRAL, 45 FEET NE OF 24-INCH BLACK OAK TREE,
 BM0957'25 FEET S OF 30-INCH OAK TREE.  THE MARK IS SET FLUSH WITH
 BM0957'THE GROUND AND IS STAMPED BENCHLEY 1943.
 BM0957'
 BM0957'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0957'DISKS SET IN CONCRETE.
 BM0957'
 BM0957'REFERENCE MARK NO. 1 IS SW OF THE STATION, 1 FOOT NW OF FENCE
 BM0957'LINE, AND 36 FEET S OF A 26-INCH OAK TREE.  THE MARK PROJECTS
 BM0957'6 INCHES.
 BM0957'
 BM0957'REFERENCE MARK NO. 2 IS NW OF THE STATION, 2 FEET E OF THE
 BM0957'SW CORNER OF FENCE.  THE MARK PROJECTS 5 INCHES.
 BM0957'
 BM0957'THE AZIMUTH MARK IS ABOUT 0.25 MILE E OF THE STATION, 30
 BM0957'FEET NE OF THE CENTER LINE OF THE ROAD, AND 1 FOOT S OF
 BM0957'FENCE LINE.  THE MARK PROJECTS 6 INCHES.  THE AZIMUTH IS
 BM0957'REACHED FROM THE STATION BY GOING 0.15 MILE NE TO MAIN ROAD
 BM0957'ENTRANCE TO FARM, TURN RIGHT, SE, AND GO 0.25 MILE TO AZIMUTH
 BM0957'MARK ON NE SIDE OF ROAD.
 BM0957'
 BM0957'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF
 BM0957'THE STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BM0957'
 BM0957'REACHED FROM THE COURTHOUSE IN BRYAN BY GOING NW ON TEXAS
 BM0957'HIGHWAY 6 FOR 7.55 MILES TO JUNCTION WITH OSR.  CONTINUE
 BM0957'NW ON TEXAS HIGHWAY 6 FOR 0.3 MILE TO A GRAVEL SIDE ROAD
 BM0957'LEFT (SW) AT A STORE AND FILLING STATION.  THEN TURN LEFT
 BM0957'AND GO 0.6 MILE TO A T-ROAD, JUST AFTER CROSSING THE RAILROAD
 BM0957'TRACKS.  THEN TURN LEFT SE AND CONTINUE 2.0 MILES TO A T-ROAD.
 BM0957'THEN TURN LEFT (SE) AND GO 0.75 MILE TO A FARM ENTRANCE
 BM0957'JUST SE OF A GRAVEL PIT.  TURN RIGHT (SW) AND GO 0.15 MILE
 BM0957'TO MR. LEROS HOUSE AND FARM BUILDINGS.
 BM0957'
 BM0957'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM0957
 BM0957                          STATION RECOVERY (1994)
 BM0957
 BM0957'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0957'MARK NOT FOUND.
 BM0957
 BM0957                          STATION RECOVERY (2004)
 BM0957
 BM0957'RECOVERY NOTE BY GEOCACHING 2004 (DMW)
 BM0957'THE STATION IS ON THE GROUNDS OF THE PARK AT LAKE BRYAN OWNED BY BRYAN
 BM0957'TEXAS UTILITIES WWW.LAKEBRYAN.NET . THE STATION IS 67 FEET SOUTH OF A
 BM0957'CHAIN LINK FENCE, SOUTH OF AND ABUTTING A 3 FOOT HIGH MOUND OF
 BM0957'BULLDOZED EARTH AND COVERED IN A MASS OF VINES. THE AZIMUTH MARK WAS
 BM0957'NOT SEARCHED FOR.
 BM0957' 
 BM0957'REFERENCE MARK NO. 1 IS IN AN AREA OF VERY YOUNG TREES, 19 FEET EAST
 BM0957'OF A 12 INCH HACKBERRY TREE AND PROJECTS 4 INCHES. NO LOS TO STATION.
 BM0957' 
 BM0957' 
 BM0957'REFERENCE MARK NO. 2 IS 84 FEET SOUTH OF A BENT POST IN A CHAIN LINK
 BM0957'FENCE, IN A GRASSY AREA. THE MARK IS DISTURBED AND LEANS 45 DEGREES.
 BM0957'THE HIGHEST POINT OF THE MARK PROJECTS 4 INCHES. FAIR LOS TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5754 ***********************************************************************
 AW5754  DESIGNATION -  BEND
 AW5754  PID         -  AW5754
 AW5754  STATE/COUNTY-  TX/GALVESTON
 AW5754  USGS QUAD   -  HIGH ISLAND (1994)
 AW5754
 AW5754                         *CURRENT SURVEY CONTROL
 AW5754  ___________________________________________________________________
 AW5754* NAD 83(1993)-  29 35 41.21342(N)    094 24 18.25361(W)     ADJUSTED  
 AW5754* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW5754  ___________________________________________________________________
 AW5754  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW5754  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW5754
 AW5754  HORZ ORDER  -  SECOND
 AW5754
 AW5754.The horizontal coordinates were established by classical geodetic methods
 AW5754.and adjusted by the National Geodetic Survey in February 1996..
 AW5754
 AW5754.The orthometric height was scaled from a topographic map.
 AW5754
 AW5754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5754
 AW5754.The geoid height was determined by GEOID03.
 AW5754
 AW5754;                    North         East     Units Scale Factor Converg.
 AW5754;SPC TXSC     - 4,203,957.891 1,044,966.940   MT  0.99987349   +2 15 04.0
 AW5754;SPC TXSC     -13,792,485.18  3,428,362.37   sFT  0.99987349   +2 15 04.0
 AW5754;UTM  15      - 3,274,709.320   363,930.001   MT  0.99982845   -0 41 38.5
 AW5754
 AW5754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5754!SPC TXSC     -   1.00000392  x   0.99987349  =   0.99987741
 AW5754!UTM  15      -   1.00000392  x   0.99982845  =   0.99983237
 AW5754
 AW5754|---------------------------------------------------------------------|
 AW5754| PID    Reference Object                     Distance      Geod. Az  |
 AW5754|                                                           dddmmss.s |
 AW5754| CV8730 BEND RM 2                            20.112 METERS 06712     |
 AW5754| AW2501 HIGHLAND 2                          APPROX. 3.8 KM 1512723.8 |
 AW5754| CV8729 BEND RM 1                            22.585 METERS 32517     |
 AW5754|---------------------------------------------------------------------|
 AW5754
 AW5754                          SUPERSEDED SURVEY CONTROL
 AW5754
 AW5754  NAD 83(1993)-  29 35 41.21399(N)    094 24 18.25131(W) AD(       ) 2
 AW5754  NAD 83(1986)-  29 35 41.23366(N)    094 24 18.23383(W) AD(       ) 2
 AW5754  NAD 27      -  29 35 40.41320(N)    094 24 17.54620(W) AD(       ) 2
 AW5754
 AW5754.Superseded values are not recommended for survey control.
 AW5754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5754.See file dsdata.txt to determine how the superseded data were derived.
 AW5754
 AW5754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN6393074709(NAD 83)
 AW5754_MARKER: DS = TRIANGULATION STATION DISK
 AW5754_SETTING: 0 = UNSPECIFIED SETTING
 AW5754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5754+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AW5754
 AW5754  HISTORY     - Date     Condition        Report By
 AW5754  HISTORY     - 1934     MONUMENTED       CGS
 AW5754  HISTORY     - 1947     GOOD             CGS
 AW5754  HISTORY     - 1960     GOOD             CGS
 AW5754  HISTORY     - 1961     GOOD             CGS
 AW5754  HISTORY     - 20050310 GOOD             USPSQD
 AW5754
 AW5754                          STATION DESCRIPTION
 AW5754
 AW5754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW5754'STATION IS LOCATED ON INTRACOASTAL CANAL, 1.3 MILES SW OF THE
 AW5754'HIGH ISLAND-BEAUMONT BRIDGE, AT THE MOST N POINT OF BEND IN
 AW5754'NEW CANAL.  IT IS 147 METERS INSHORE OF THE S BANK OF CANAL
 AW5754'ATOP, A 7-FOOT-HIGH DOME-SHAPED DREDGE DUMP.  IT IS 4-1/2 METERS
 AW5754'E OF THE CENTER LINE OF AN OLD BAYOU WHICH MAKES OFF FROM
 AW5754'THE N SIDE OF CANAL.  THE SURROUNDING AREA IS LOW MARSHLAND
 AW5754'DEVOID OF OTHER REFERENCES.
 AW5754'
 AW5754'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 AW5754'6-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE GROUND.
 AW5754'IT IS STAMPED BEND 1934.
 AW5754'
 AW5754'REFERENCE MARK 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 AW5754'STATION MARK AND TOWARD THE CANAL.  IT IS A BRONZE REFERENCE
 AW5754'DISK SET IN THE TOP OF A 6-INCH CONCRETE-FILLED TILE PROJECTING
 AW5754'6 INCHES ABOVE GROUND.  STAMPED R.M. 1 1934.
 AW5754'
 AW5754'REFERENCE MARK 2 IS APPROXIMATELY 3 FEET LOWER THAN STATION
 AW5754'MARK AND TO THE E.  IT IS A BRONZE REFERENCE DISK SET IN
 AW5754'THE TOP OF A 6-INCH CONCRETE-FILLED TILE PROJECTING 6 INCHES
 AW5754'ABOVE GROUND STAMPED R.M. 2 1934.
 AW5754
 AW5754                          STATION RECOVERY (1947)
 AW5754
 AW5754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5754'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AW5754'IN GOOD CONDITION.
 AW5754
 AW5754                          STATION RECOVERY (1960)
 AW5754
 AW5754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5754'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW5754'THE 1934 DESCRIPTION OF THE STATION SITE IS GOOD.  THE DISTANCES
 AW5754'TO THE REFERENCE MARKS WERE VERIFIED.
 AW5754'
 AW5754'THE STATION DISK IS STAMPED BEND 1934 AND THE MARK PROJECTS
 AW5754'3 INCHES.
 AW5754'
 AW5754'THE DISK FOR R M 1 IS STAMPED NO. 1 1934 AND THE MARK
 AW5754'PROJECTS 3 INCHES.
 AW5754'
 AW5754'THE DISK FOR R M 2 IS STAMPED NO. 2 1934 AND THE MARK PROJECTS
 AW5754'6 INCHES.
 AW5754
 AW5754                          STATION RECOVERY (1961)
 AW5754
 AW5754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WMR)
 AW5754'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW5754'THE 1934 DESCRIPTION IS STILL GOOD, EXCEPTING.  THE DISTANCE
 AW5754'TO THE SOUTH BANK OF THE CANAL IS NOW 420 FEET.  (THE CANAL
 AW5754'HAS BEEN WIDENED.)
 AW5754'
 AW5754'THE DISK FOR R.M. 1 IS STAMPED NO. 1 1934 AND THE MARK PROJECTS
 AW5754'3 INCHES.
 AW5754'
 AW5754'THE DISK FOR R.M. 2 IS STAMPED NO. 2 1934 AND THE MARK PROJECTS
 AW5754'6 INCHES.
 AW5754
 AW5754                          STATION RECOVERY (2005)
 AW5754
 AW5754'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0409 ***********************************************************************
 AM0409  DESIGNATION -  BEND
 AM0409  PID         -  AM0409
 AM0409  STATE/COUNTY-  TX/BRAZORIA
 AM0409  USGS QUAD   -  FREEPORT (1974)
 AM0409
 AM0409                         *CURRENT SURVEY CONTROL
 AM0409  ___________________________________________________________________
 AM0409* NAD 83(1993)-  28 58 21.75380(N)    095 18 08.29159(W)     ADJUSTED  
 AM0409* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0409  ___________________________________________________________________
 AM0409  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AM0409  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0409
 AM0409  HORZ ORDER  -  SECOND
 AM0409
 AM0409.The horizontal coordinates were established by classical geodetic methods
 AM0409.and adjusted by the National Geodetic Survey in February 1996..
 AM0409
 AM0409.The orthometric height was scaled from a topographic map.
 AM0409
 AM0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0409
 AM0409.The geoid height was determined by GEOID03.
 AM0409
 AM0409;                    North         East     Units Scale Factor Converg.
 AM0409;SPC TXSC     - 4,131,970.074   960,291.966   MT  0.99988309   +1 48 41.6
 AM0409;SPC TXSC     -13,556,305.15  3,150,557.89   sFT  0.99988309   +1 48 41.6
 AM0409;UTM  15      - 3,207,146.068   275,664.672   MT  1.00022108   -1 06 56.5
 AM0409
 AM0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0409!SPC TXSC     -   1.00000399  x   0.99988309  =   0.99988708
 AM0409!UTM  15      -   1.00000399  x   1.00022108  =   1.00022507
 AM0409
 AM0409:                Primary Azimuth Mark                     Grid Az
 AM0409:SPC TXSC     -  BEND AZ MK                               008 29 08.0
 AM0409:UTM  15      -  BEND AZ MK                               011 24 46.1
 AM0409
 AM0409|---------------------------------------------------------------------|
 AM0409| PID    Reference Object                     Distance      Geod. Az  |
 AM0409|                                                           dddmmss.s |
 AM0409| CV6028 BEND AZ MK                                         0101749.6 |
 AM0409| CV6029 BEND RM 1                            23.470 METERS 17758     |
 AM0409| AM0425 BRAZOS RIVER LIGHTHOUSE             APPROX. 3.1 KM 1911804.7 |
 AM0409| AM0423 DOW CHEM CO PLT A ORGANIC TANK      APPROX. 3.1 KM 2024151.4 |
 AM0409| AM0422 DOW CHEM CO PLT A RADAR DOME        APPROX. 3.6 KM 2092607.1 |
 AM0409| AM0427 DOW CHEM CO PLT A CHLORINE TK       APPROX. 4.1 KM 2123152.3 |
 AM0409| AM0426 DOW CHEM CO PLT A SHOP TANK         APPROX. 3.5 KM 2131035.3 |
 AM0409| CV6030 BEND RM 2                            22.599 METERS 23859     |
 AM0409| AM0414 FREEPORT MUNICIPAL TANK             APPROX. 4.9 KM 2404917.6 |
 AM0409| AM0429 FREEPORT RADIO STA KBRZ MAST        APPROX. 3.5 KM 2971823.1 |
 AM0409|---------------------------------------------------------------------|
 AM0409
 AM0409                          SUPERSEDED SURVEY CONTROL
 AM0409
 AM0409  NAD 83(1986)-  28 58 21.76265(N)    095 18 08.27156(W) AD(       ) 2
 AM0409  NAD 27      -  28 58 20.87500(N)    095 18 07.49600(W) AD(       ) 2
 AM0409
 AM0409.Superseded values are not recommended for survey control.
 AM0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0409.See file dsdata.txt to determine how the superseded data were derived.
 AM0409
 AM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7566507146(NAD 83)
 AM0409_MARKER: DS = TRIANGULATION STATION DISK
 AM0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0409
 AM0409  HISTORY     - Date     Condition        Report By
 AM0409  HISTORY     - 1933     MONUMENTED       CGS
 AM0409  HISTORY     - 1947     GOOD             CGS
 AM0409  HISTORY     - 1954     GOOD             CGS
 AM0409  HISTORY     - 1960     GOOD             CGS
 AM0409  HISTORY     - 1963     GOOD             CGS
 AM0409  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0409
 AM0409                          STATION DESCRIPTION
 AM0409
 AM0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AM0409'STATION IS LOCATED ABOUT 3.1 MILES NE OF FREEPORT, ON LAND
 AM0409'BELONGING TO ROBERT E. LEE STRINGFELLOW, 60 METERS SW OF FIRST
 AM0409'LARGE BEND OF OYSTER CREEK NW OF INTRACOASTAL CANAL, AND 1.8
 AM0409'MILES NW OF THE COAST LINE.
 AM0409'
 AM0409'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AM0409'SET IN CONCRETE.
 AM0409'
 AM0409'THE FOLLOWING MAGNETIC AZIMUTH IS GIVEN--BRAZOS RIVER ENTRANCE
 AM0409'LIGHT, 185 DEG.
 AM0409'
 AM0409'HEIGHT OF LIGHT - 3.0 METERS
 AM0409
 AM0409                          STATION RECOVERY (1947)
 AM0409
 AM0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0409'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS NOW
 AM0409'ONLY 47.5 METERS FROM THE BANK OF OYSTER CREEK.
 AM0409'
 AM0409'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 AM0409'DISTANCES TO STATION WERE CHECKED AND FOUND TO BE CORRECT.
 AM0409
 AM0409                          STATION RECOVERY (1954)
 AM0409
 AM0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0409'THE STATION WAS RECOVERED AS DESCRIBED BY E.O.H. IN 1933 AND
 AM0409'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  AN
 AM0409'AZIMUTH MARK WAS SET BY THIS PARTY.
 AM0409'
 AM0409'A COMPLETE DESCRIPTION FOLLOWS.
 AM0409'
 AM0409'THE STATION IS LOCATED ABOUT 3.5 MILES EAST-NORTHEAST OF
 AM0409'VELASCO, 3 MILES NORTHEAST OF FREEPORT, 120 FEET WEST OF A
 AM0409'PROMINENT BEND IN OYSTER CREEK, AND ON PROPERTY OWNED BY MRS.
 AM0409'ROBERT STRINGFELLOW OF FREEPORT.
 AM0409'
 AM0409'REACHED FROM THE JUNCTION OF STATE HIGHWAY 523 AND FARM AND
 AM0409'MARKET ROAD 1460 AT THE EASTERN EDGE OF VELASCO BY GOING
 AM0409'NORTHERLY ON HIGHWAY 523 FOR 1.8 MILES TO A SIDE ROAD RIGHT.
 AM0409'TURN RIGHT, EASTERLY, AND GO 1.9 MILES TO A CROSS ROAD.  TURN
 AM0409'LEFT AND FOLLOW A ROAD ATOP A LEVEE FOR 0.9 MILE TO A RAMP ON
 AM0409'THE RIGHT--TURN RIGHT AND FOLLOW A TRACK ROAD EAST FOR 0.2
 AM0409'MILE TO THE AZIMUTH MARK AND A WINDMILL ON THE LEFT.  TURN
 AM0409'RIGHT AND GO SOUTHERLY FOR 0.5 MILE TO THE STATION.
 AM0409'
 AM0409'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0409'IS 120 FEET WEST OF THE WEST BANK OF OYSTER CREEK AND 6 FEET
 AM0409'SOUTH OF A WITNESS POST.  THE DISK IS STAMPED BEND 1933, AND
 AM0409'THE MARK IS FLUSH WITH THE GROUND.
 AM0409'
 AM0409'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AM0409'MONUMENT, IS 82 FEET SOUTHWEST OF THE WITNESS POST.  THE DISK
 AM0409'IS STAMPED BEND NO 1 1933, AND THE MARK PROJECTS 2 INCHES.
 AM0409'
 AM0409'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AM0409'MONUMENT, IS 74 FEET WEST OF THE WITNESS POST.  THE DISK IS
 AM0409'STAMPED BEND NO 2 1933, AND THE MARK PROJECTS 2 INCHES.
 AM0409'
 AM0409'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0409'65 FEET NORTH OF THE WINDMILL AND 3 FEET SOUTHEAST OF A WITNESS
 AM0409'POST.  THE DISK IS STAMPED BEND 1933 RESET 1954, AND THE MARK
 AM0409'PROJECTS 5 INCHES.
 AM0409'
 AM0409'HEIGHT OF LIGHT ABOVE MARK 14.3 METERS.
 AM0409
 AM0409                          STATION RECOVERY (1960)
 AM0409
 AM0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0409'STATION, TWO REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 AM0409'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 AM0409'THE RECOVERY NOTE BY I.T.S. IN 1954 IS GOOD WITH THE FOLLOWING
 AM0409'ADDITION.
 AM0409'
 AM0409'(1) A METAL WITNESS POST WITH WHITE SIGN WAS SET 1.5 FEET SOUTH
 AM0409'OF THE STATION.
 AM0409
 AM0409                          STATION RECOVERY (1963)
 AM0409
 AM0409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0409'THE STATION WAS RECOVERED.  ALL MARKS WERE FOUND IN GOOD
 AM0409'CONDITION AS DESCRIBED BY I.T.S. IN 1954.  HOWEVER DUE TO
 AM0409'RECENT CHANGES OF ROADS AND ETC. THE FOLLOWING ADDITIONAL
 AM0409'INFORMATION IS FURNISHED--THE STATION IS SITUATED IN FLAT
 AM0409'GRAZING LAND, 177 YARDS SOUTHEAST OF STOCK LOADING PEN, 125
 AM0409'FEET SOUTHWEST OF OYSTER CREEK, 6 FEET SOUTHEAST OF 4 BY 4
 AM0409'INCH WITNESS POST AND 1-1/2 FEET NORTHWEST OF STEEL WITNESS
 AM0409'SIGN POST.
 AM0409'
 AM0409'THE AZIMUTH MARK IS 68 FEET NORTH OF WELL PIPE AND CENTER OF
 AM0409'WINDMILL AND 66.5 FEET NORTH-NORTHEAST OF CENTER OF 24 X 24
 AM0409'INCH CONCRETE PIER.  THE ROAD LEADING TO THE WINDMILL IS ABANDONED.
 AM0409'THE MARK MAY BE REACHED ON FOOT.
 AM0409'
 AM0409'TO REACH THE STATION FROM THE INTERSECTION OF VELASCO BLVD.
 AM0409'AND W 2ND STREET (HIGHWAY 36) IN FREEPORT, GO NORTHEAST ON
 AM0409'VELASCO BLVD. FOR 0.5 MILE TO JUNCTION WITH FARM ROAD 523 IN
 AM0409'VELASCO, CONTINUE NORTHEAST ON FARM ROAD 523 FOR 1.8 MILES
 AM0409'TO INTERSECTION OF TEXAS HIGHWAY 332, TURN RIGHT AND GO
 AM0409'SOUTHEAST ON HIGHWAY 332 FOR 1.9 MILES, TURN LEFT AND GO NORTH
 AM0409'ON SHELL ROAD ATOP LEVEE FOR 0.6 MILE, TURN RIGHT OFF LEVEE AT
 AM0409'SIDE ROAD AND GO 0.1 MILE, TURN RIGHT AGAIN GOING SOUTH 0.1
 AM0409'MILE TO LOCKED GATE INTO PASTURE AND STOCK PEN.  THE STATION
 AM0409'IS APPROXIMATELY 0.2 MILE SOUTH-SOUTHEAST OF THIS POINT.
 AM0409'
 AM0409'TO REACH THE AZIMUTH MARK ON FOOT, CROSS THE DRAINAGE DITCH
 AM0409'VIA PLANK CROSSING NEAR THE FIRST WIRE GATE AFTER LEAVING THE
 AM0409'ROAD ATOP LEVEE, WALK NORTHEAST ALONG ABANDONED TRACK ROAD ABOUT
 AM0409'0.2 MILE TO THE WINDMILL AND AZIMUTH MARK AS DESCRIBED.
 AM0409
 AM0409                          STATION RECOVERY (1998)
 AM0409
 AM0409'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6430 ***********************************************************************
 AW6430  DESIGNATION -  BEND
 AW6430  PID         -  AW6430
 AW6430  STATE/COUNTY-  TX/HARRIS
 AW6430  USGS QUAD   -  PASADENA (1995)
 AW6430
 AW6430                         *CURRENT SURVEY CONTROL
 AW6430  ___________________________________________________________________
 AW6430* NAD 83(1993)-  29 44 48.40783(N)    095 11 03.46563(W)     ADJUSTED  
 AW6430* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6430  ___________________________________________________________________
 AW6430  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW6430  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6430
 AW6430  HORZ ORDER  -  THIRD
 AW6430
 AW6430.The horizontal coordinates were established by classical geodetic methods
 AW6430.and adjusted by the National Geodetic Survey in February 1996..
 AW6430
 AW6430.The orthometric height was scaled from a topographic map.
 AW6430
 AW6430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6430
 AW6430.The geoid height was determined by GEOID03.
 AW6430
 AW6430;                    North         East     Units Scale Factor Converg.
 AW6430;SPC TXSC     - 4,218,082.009   968,987.727   MT  0.99988899   +1 52 09.7
 AW6430;SPC TXSC     -13,838,824.06  3,179,087.23   sFT  0.99988899   +1 52 09.7
 AW6430;UTM  15      - 3,292,725.424   288,770.754   MT  1.00015054   -1 05 03.0
 AW6430
 AW6430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6430!SPC TXSC     -   1.00000411  x   0.99988899  =   0.99989310
 AW6430!UTM  15      -   1.00000411  x   1.00015054  =   1.00015465
 AW6430
 AW6430|---------------------------------------------------------------------|
 AW6430| PID    Reference Object                     Distance      Geod. Az  |
 AW6430|                                                           dddmmss.s |
 AW6430| CV6026 BEND RM 1                            15.890 METERS 01106     |
 AW6430| AW6469 CHANNEL                             APPROX. 4.0 KM 1020635.8 |
 AW6430| CV6027 BEND RM 2                            15.250 METERS 10353     |
 AW6430| AW6448 882 PLUS 00                          19.920 METERS 30215     |
 AW6430|---------------------------------------------------------------------|
 AW6430
 AW6430                          SUPERSEDED SURVEY CONTROL
 AW6430
 AW6430  NAD 83(1986)-  29 44 48.42285(N)    095 11 03.44649(W) AD(       ) 3
 AW6430  NAD 27      -  29 44 47.60457(N)    095 11 02.68695(W) AD(       ) 3
 AW6430
 AW6430.Superseded values are not recommended for survey control.
 AW6430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6430.See file dsdata.txt to determine how the superseded data were derived.
 AW6430
 AW6430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8877192725(NAD 83)
 AW6430_MARKER: DS = TRIANGULATION STATION DISK
 AW6430_SETTING: 0 = UNSPECIFIED SETTING
 AW6430
 AW6430  HISTORY     - Date     Condition        Report By
 AW6430  HISTORY     - 1931     MONUMENTED       CGS
 AW6430  HISTORY     - 1934     GOOD             TXGS
 AW6430  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6430
 AW6430                          STATION DESCRIPTION
 AW6430
 AW6430'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6430'STATION IS LOCATED ON THE N SHORE OF BUFFALO BAYOU, ABOUT 300
 AW6430'METERS NW OF THE W MOUTH OF IRISH BEND, IN A SCATTERED PINE
 AW6430'WOODS.  IT IS 8 METERS S OF U.S.E. BASE LINE, BETWEEN STATIONS
 AW6430'NO. 881+00 AND NO. 882+00, AND IS 20 METERS N OF SHORELINE.
 AW6430'
 AW6430'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOPS
 AW6430'OF CONCRETE POSTS.  MARKS PROJECT 3 INCHES ABOVE GROUND.
 AW6430
 AW6430                          STATION RECOVERY (1934)
 AW6430
 AW6430'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6430'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AW6430'DESCRIBED.
 AW6430
 AW6430                          STATION RECOVERY (1952)
 AW6430
 AW6430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6430'A THOROUGH SEARCH WAS MADE BUT NEITHER STATION NOR U.S.E.
 AW6430'BASE LINE MONUMENTS NO. 881+00 AND NO. 882+00 COULD BE FOUND.
 AW6430'EXTENSIVE CONSTRUCTION HAS TAKEN PLACE AT THE DESCRIBED LOCATION
 AW6430'BY THE SHEFFIELD STEEL CORPORATION AND IT IS BELIEVED THAT
 AW6430'THE STATION AND REFERENCE MARKS ARE COVERED OR DESTROYED.
 AW6430'
 AW6430'IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6911 ***********************************************************************
 AW6911  DESIGNATION -  BEND
 AW6911  PID         -  AW6911
 AW6911  STATE/COUNTY-  TX/HARRIS
 AW6911  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW6911
 AW6911                         *CURRENT SURVEY CONTROL
 AW6911  ___________________________________________________________________
 AW6911* NAD 83(1993)-  29 46 40.35137(N)    095 33 21.66340(W)     ADJUSTED  
 AW6911* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 AW6911  ___________________________________________________________________
 AW6911  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6911  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AW6911
 AW6911  HORZ ORDER  -  FIRST
 AW6911
 AW6911.The horizontal coordinates were established by classical geodetic methods
 AW6911.and adjusted by the National Geodetic Survey in February 1996..
 AW6911
 AW6911.The orthometric height was scaled from a topographic map.
 AW6911
 AW6911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6911
 AW6911.The geoid height was determined by GEOID03.
 AW6911
 AW6911;                    North         East     Units Scale Factor Converg.
 AW6911;SPC TXSC     - 4,220,411.322   932,950.830   MT  0.99989303   +1 41 14.1
 AW6911;SPC TXSC     -13,846,466.15  3,060,856.18   sFT  0.99989303   +1 41 14.1
 AW6911;UTM  15      - 3,296,911.147   252,889.028   MT  1.00035349   -1 16 12.2
 AW6911
 AW6911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6911!SPC TXSC     -   1.00000040  x   0.99989303  =   0.99989343
 AW6911!UTM  15      -   1.00000040  x   1.00035349  =   1.00035389
 AW6911
 AW6911|---------------------------------------------------------------------|
 AW6911| PID    Reference Object                     Distance      Geod. Az  |
 AW6911|                                                           dddmmss.s |
 AW6911| CV6032 BEND RM 1                            23.994 METERS 07101     |
 AW6911| CV6031 BEND AZ MK                                         2625154.8 |
 AW6911| CV6033 BEND RM 2                            26.749 METERS 27909     |
 AW6911|---------------------------------------------------------------------|
 AW6911
 AW6911                          SUPERSEDED SURVEY CONTROL
 AW6911
 AW6911  NAD 83(1986)-  29 46 40.36581(N)    095 33 21.64507(W) AD(       ) 1
 AW6911  NAD 27      -  29 46 39.54303(N)    095 33 20.84963(W) AD(       ) 1
 AW6911
 AW6911.Superseded values are not recommended for survey control.
 AW6911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6911.See file dsdata.txt to determine how the superseded data were derived.
 AW6911
 AW6911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5288996911(NAD 83)
 AW6911_MARKER: DS = TRIANGULATION STATION DISK
 AW6911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6911_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6911
 AW6911  HISTORY     - Date     Condition        Report By
 AW6911  HISTORY     - 1968     MONUMENTED       CGS
 AW6911  HISTORY     - 1987     GOOD             USPSQD
 AW6911  HISTORY     - 19940821 POOR             USPSQD
 AW6911
 AW6911                          STATION DESCRIPTION
 AW6911
 AW6911'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6911'THE STATION IS LOCATED AT THE NORTH EDGE OF THE BENDWOOD CITY PARK
 AW6911'AND ON AN EXTENDED LINE SOUTH OF THE WEST CURB OF HALLIE STREET,
 AW6911'ABOUT 11-1/2 MILES WEST OF THE CENTER OF HOUSTON, 0.6 MILE WEST
 AW6911'OF GESSNER ROAD AND 0.5 MILE SOUTH OF INTERSTATE HIGHWAY 10.
 AW6911'
 AW6911'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 10 CROSSES OVER
 AW6911'GESSNER ROAD, GO SOUTH ON GESSNER ROAD FOR 0.7 MILE TO A SIDE STREET
 AW6911'ON THE RIGHT.  TURN RIGHT AND GO WEST ON PERTHSHIRE STREET FOR
 AW6911'0.35 MILE TO A CROSS STREET.  TURN RIGHT AND GO NORTH ON BENIGNUS
 AW6911'ROAD FOR 0.1 MILE TO A SIDE STREET ON THE LEFT.  TURN LEFT AND GO
 AW6911'WEST ON VINDON DRIVE FOR 0.3 MILE TO A T-STREET.  TURN RIGHT AND
 AW6911'GO NORTH ON HALLIE STREET FOR 0.1 MILE TO A T-STREET.  TURN
 AW6911'LEFT AND GO WEST ON BARRYKNOLL STREET FOR 0.05 MILE TO A SIDE
 AW6911'STREET ON THE RIGHT (HALLIE STREET) AND THE STATION ON THE LEFT.
 AW6911'
 AW6911'THE STATION MARK IS A STANDARD DISK STAMPED BEND 1968, SET IN THE
 AW6911'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6911'THE GROUND.  IT IS 61 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF
 AW6911'BARRYKNOLL AND HALLIE STREETS, 51 FEET SOUTH OF THE CENTER OF
 AW6911'BARRYKNOLL STREET, 28.8 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 AW6911'MAN HOLE COVER IN THE SIDEWALK AND 28.2 FEET WEST OF THE WEST EDGE
 AW6911'OF A NORTH-SOUTH SIDEWALK.
 AW6911'
 AW6911'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEND NO 1 1968, SET
 AW6911'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6911'WITH THE GROUND.  IT IS 87.3 FEET SOUTH OF THE SOUTHWEST CORNER OF
 AW6911'HOUSE NUMBER 12638, 53 FEET SOUTHEAST OF THE CENTER OF BARRYKNOLL
 AW6911'AND HALLIE STREETS, 42 FEET EAST OF THE EAST EDGE OF THE
 AW6911'NORTH-SOUTH SIDEWALK, 28 FEET SOUTH OF THE CENTER OF BARRYKNOLL
 AW6911'STREET AND 1.7 FEET SOUTH OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK.
 AW6911'
 AW6911'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEND NO 2 1968, SET
 AW6911'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6911'1 INCH ABOVE THE GROUND.  IT IS 89.1 FEET SOUTH OF THE SOUTHEAST
 AW6911'CORNER OF HOUSE NUMBER 12706, 28 FEET SOUTH-SOUTHEAST OF THE
 AW6911'CENTER OF BARRYKNOLL STREET AND 2.0 FEET SOUTH-SOUTHEAST OF THE
 AW6911'SOUTH EDGE OF THE EAST-WEST SIDEWALK.
 AW6911'
 AW6911'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 161.50 FEET OR (49.225)
 AW6911'METERS.
 AW6911'
 AW6911'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEND 1968, CEMENTED IN A
 AW6911'DRILL HOLE IN THE NORTHERN END OF A CONCRETE STORM DRAIN.  THE TOP
 AW6911'OF THE DRAIN PROJECTS 8 INCHES ABOVE THE ROAD SURFACE.  IT IS 39
 AW6911'FEET NORTH OF THE CENTER OF A DRIVEWAY, 13 FEET EAST OF THE
 AW6911'CENTER OF THE NORTH BOUND TRAFFIC LANES OF THE STREET AND 5.1 FEET
 AW6911'SOUTHWEST OF A FIRE HYDRANT.
 AW6911'
 AW6911'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON BARRYKNOLL
 AW6911'STREET FOR 0.05 MILE TO A SIDE STREET ON THE RIGHT.  TURN RIGHT AND
 AW6911'GO SOUTH ON HALLIE STREET FOR 0.15 MILE TO A CROSS STREET.  TURN
 AW6911'RIGHT AND GO WEST ON KIMBERLY STREET FOR 0.3 MILE TO A SIDE STREET ON
 AW6911'THE RIGHT, JUST BEFORE REACHING THE GIBRALTAR SAVING.  TURN RIGHT
 AW6911'AND GO NORTH FOR 0.1 MILE TO A FIRE HYDRANT AND THE MARK ON THE
 AW6911'RIGHT.
 AW6911'
 AW6911'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
 AW6911
 AW6911                          STATION RECOVERY (1987)
 AW6911
 AW6911'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6911'RECOVERED IN GOOD CONDITION.
 AW6911
 AW6911                          STATION RECOVERY (1994)
 AW6911
 AW6911'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6911'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1292 ***********************************************************************
 DN1292  DESIGNATION -  BEND
 DN1292  PID         -  DN1292
 DN1292  STATE/COUNTY-  TX/COOKE
 DN1292  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN1292
 DN1292                         *CURRENT SURVEY CONTROL
 DN1292  ___________________________________________________________________
 DN1292* NAD 83(1993)-  33 42 51.23193(N)    097 08 33.01731(W)     ADJUSTED  
 DN1292* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 DN1292  ___________________________________________________________________
 DN1292  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DN1292  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN1292
 DN1292  HORZ ORDER  -  SECOND
 DN1292
 DN1292.The horizontal coordinates were established by classical geodetic methods
 DN1292.and adjusted by the National Geodetic Survey in February 1996..
 DN1292
 DN1292.The orthometric height was scaled from a topographic map.
 DN1292
 DN1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1292
 DN1292.The geoid height was determined by GEOID03.
 DN1292
 DN1292;                    North         East     Units Scale Factor Converg.
 DN1292;SPC TXNC     - 2,227,873.333   725,819.169   MT  0.99993935   +0 44 25.3
 DN1292;SPC TXNC     - 7,309,281.09  2,381,291.72   sFT  0.99993935   +0 44 25.3
 DN1292;UTM  14      - 3,732,020.147   672,119.599   MT  0.99996523   +1 01 52.5
 DN1292
 DN1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1292!SPC TXNC     -   0.99995785  x   0.99993935  =   0.99989720
 DN1292!UTM  14      -   0.99995785  x   0.99996523  =   0.99992308
 DN1292
 DN1292|---------------------------------------------------------------------|
 DN1292| PID    Reference Object                     Distance      Geod. Az  |
 DN1292|                                                           dddmmss.s |
 DN1292| CX9711 BEND RM 2                             8.400 METERS 03743     |
 DN1292| CX9710 BEND RM 1                             8.034 METERS 12139     |
 DN1292| CX9709 BEND AZ MK                                         1771100.2 |
 DN1292|---------------------------------------------------------------------|
 DN1292
 DN1292                          SUPERSEDED SURVEY CONTROL
 DN1292
 DN1292  NAD 83(1993)-  33 42 51.23228(N)    097 08 33.01582(W) AD(       ) 2
 DN1292  NAD 83(1986)-  33 42 51.23710(N)    097 08 33.00692(W) AD(       ) 2
 DN1292  NAD 27      -  33 42 50.85580(N)    097 08 31.96420(W) AD(       ) 2
 DN1292
 DN1292.Superseded values are not recommended for survey control.
 DN1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1292.See file dsdata.txt to determine how the superseded data were derived.
 DN1292
 DN1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7212032020(NAD 83)
 DN1292_MARKER: DS = TRIANGULATION STATION DISK
 DN1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1292
 DN1292  HISTORY     - Date     Condition        Report By
 DN1292  HISTORY     - 1955     MONUMENTED       CGS
 DN1292  HISTORY     - 1959     GOOD             USGS
 DN1292  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN1292
 DN1292                          STATION DESCRIPTION
 DN1292
 DN1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1292'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF GAINESVILLE,
 DN1292'ABOUT 5-1/2 MILES SOUTH OF THACKERVILLE, ABOUT 1/2 MILE SOUTH
 DN1292'OF THE RED RIVER, ON THE WESTERLY OF TWO PROMINENT BLUFFS,
 DN1292'60 FEET EAST OF THE WEST EDGE OF THE BLUFF, 58 FEET WEST OF
 DN1292'THE CENTER OF A TRACK ROAD AND 4 FEET SOUTHEAST OF A WITNESS
 DN1292'POST.  IT IS SET FLUSH AND IS STAMPED BEND 1955.
 DN1292'
 DN1292'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE CENTER OF THE
 DN1292'TRACK ROAD.  IT IS SET FLUSH AND IS STAMPED BEND NO 1 1955.
 DN1292'
 DN1292'REFERENCE MARK NO. 2 IS 50 FEET WEST OF THE CENTER OF THE
 DN1292'TRACK ROAD.  IT IS SET FLUSH AND IS STAMPED BEND NO 2 1955.
 DN1292'
 DN1292'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 36.03 FEET.
 DN1292'
 DN1292'THE AZIMUTH MARK IS 27 FEET EAST OF AN OLD FENCE LINE, 9 FEET
 DN1292'WEST OF THE CENTER OF A TRACK ROAD AND 2 FEET NORTHWEST OF
 DN1292'A WITNESS POST.  IT IS SET FLUSH AND IS STAMPED BEND 1955.
 DN1292'
 DN1292'TO REACH THE STATION FROM THE POST OFFICE IN THACKERVILLE
 DN1292'BY GOING SOUTH ON U.S. HIGHWAY 77 FOR 4.8 MILES TO THE SOUTH
 DN1292'END OF THE BRIDGE OVER THE RED RIVER.  CONTINUE SOUTH ON U.S.
 DN1292'HIGHWAY 77 FOR 3.2 MILES TO THE JUNCTION WITH FARM ROAD 1202,
 DN1292'TURN LEFT ON DIRT ROAD AND GO 0.3 MILE TO A FORK, TAKE LEFT
 DN1292'FORK, NORTH, FOR 1.05 MILE TO A LOCKED GATE ACROSS THE ROAD.
 DN1292'TURN RIGHT TOWARDS THE FARM BUILDINGS FOR 0.1 MILE TO A WHITE
 DN1292'GATE JUST SOUTH OF THE BARN, PASS THRU GATE AND FOLLOW TRACK
 DN1292'ROAD SOUTH ALONG THE WEST SIDE OF THE FENCE FOR 0.1 MILE TO
 DN1292'A FENCE CORNER, TURN LEFT AND FOLLOW TRACK ROAD EAST FOR 0.4
 DN1292'MILE TO A BOARD GATE.  PASS THRU GATE THEN FOLLOW TRACK
 DN1292'ROAD NORTH FOR 0.6 MILE TO A FORK JUST BEYOND A RED METAL
 DN1292'COVERED SALT TROUGH, TAKE LEFT FORK AND CONTINUE
 DN1292'NORTH FOR 0.3 MILE TO A WIRE GATE, PASS THRU GATE AND
 DN1292'CONTINUE NORTH ON TRACK ROAD FOR 0.25 MILE TO THE AZIMUTH
 DN1292'MARK ON THE LEFT.  CONTINUE NORTH ON THE TRACK ROAD FOR 0.25
 DN1292'MILE TO THE STATION AND REFERENCE MARKS ON THE LEFT AS
 DN1292'DESCRIBED.
 DN1292
 DN1292                          STATION RECOVERY (1959)
 DN1292
 DN1292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DN1292'RECOVERED BY USGS IN 1959.
 DN1292'
 DN1292'STATION MARK--A STANDARD USC AND GS TABLET IN A CONCRETE POST
 DN1292'PROJECTING 0.1 FT. AND STAMPED---BEND 1955---.
 DN1292
 DN1292                          STATION RECOVERY (1995)
 DN1292
 DN1292'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0853 ***********************************************************************
 AW0853  DESIGNATION -  BENDER
 AW0853  PID         -  AW0853
 AW0853  STATE/COUNTY-  TX/HARRIS
 AW0853  USGS QUAD   -  HUMBLE (1995)
 AW0853
 AW0853                         *CURRENT SURVEY CONTROL
 AW0853  ___________________________________________________________________
 AW0853* NAD 83(1993)-  29 58 38.51303(N)    095 15 41.73805(W)     ADJUSTED  
 AW0853* NAVD 88     -        25.33   (+/-2cm)      83.1    (feet)  VERTCON   
 AW0853  ___________________________________________________________________
 AW0853  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AW0853  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW0853
 AW0853  HORZ ORDER  -  FIRST
 AW0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0853
 AW0853.The horizontal coordinates were established by classical geodetic methods
 AW0853.and adjusted by the National Geodetic Survey in February 1996..
 AW0853
 AW0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0853.The vertical order pertains to the NGVD 29 superseded value.
 AW0853
 AW0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0853
 AW0853.The geoid height was determined by GEOID03.
 AW0853
 AW0853;                    North         East     Units Scale Factor Converg.
 AW0853;SPC TXSC     - 4,243,385.493   960,698.572   MT  0.99992593   +1 49 53.4
 AW0853;SPC TXSC     -13,921,840.57  3,151,891.90   sFT  0.99992593   +1 49 53.4
 AW0853;UTM  15      - 3,318,429.665   281,796.438   MT  1.00018747   -1 07 49.7
 AW0853
 AW0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0853!SPC TXSC     -   1.00000034  x   0.99992593  =   0.99992627
 AW0853!UTM  15      -   1.00000034  x   1.00018747  =   1.00018781
 AW0853
 AW0853:                Primary Azimuth Mark                     Grid Az
 AW0853:SPC TXSC     -  BENDER AZ MK                             013 03 23.0
 AW0853:UTM  15      -  BENDER AZ MK                             016 01 06.1
 AW0853
 AW0853|---------------------------------------------------------------------|
 AW0853| PID    Reference Object                     Distance      Geod. Az  |
 AW0853|                                                           dddmmss.s |
 AW0853| AW0852 BENDER AZ MK                                       0145316.4 |
 AW0853| AW6630 PTS 140 USGS 1942                     7.678 METERS 04414     |
 AW0853| AW0870 BENDER RM 1                          31.087 METERS 06432     |
 AW0853| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX.30.7 KM 1451357.3 |
 AW0853| AW0812 BENDER RM 2                          39.182 METERS 15244     |
 AW0853| AW6661 HOUSTON DENVER HARBOR MUN TANK      APPROX.22.4 KM 1894545.5 |
 AW0853| AW6690 HOUSTON TRINITY CEMENT CO STK       APPROX.25.3 KM 1955552.6 |
 AW0853| AW6632 HUMBLE MUNICIPAL TANK               APPROX. 2.1 KM 3475307.9 |
 AW0853|---------------------------------------------------------------------|
 AW0853
 AW0853                          SUPERSEDED SURVEY CONTROL
 AW0853
 AW0853  NAD 83(1986)-  29 58 38.52806(N)    095 15 41.71996(W) AD(       ) 1
 AW0853  NAD 27      -  29 58 37.73371(N)    095 15 40.95944(W) AD(       ) 1
 AW0853  NGVD 29 (??/??/92)   25.331  (m)           83.11   (f) ADJ UNCH    2 0
 AW0853
 AW0853.Superseded values are not recommended for survey control.
 AW0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0853.See file dsdata.txt to determine how the superseded data were derived.
 AW0853
 AW0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8179618430(NAD 83)
 AW0853_MARKER: DS = TRIANGULATION STATION DISK
 AW0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0853_STAMPING: BENDER 1942
 AW0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0853+STABILITY: SURFACE MOTION
 AW0853
 AW0853  HISTORY     - Date     Condition        Report By
 AW0853  HISTORY     - 1942     MONUMENTED       CGS
 AW0853  HISTORY     - 1942     GOOD             CGS
 AW0853  HISTORY     - 1951     GOOD             CGS
 AW0853  HISTORY     - 1954     GOOD             CGS
 AW0853  HISTORY     - 1968     GOOD             CGS
 AW0853  HISTORY     - 1968     GOOD             NGS
 AW0853  HISTORY     - 1970     GOOD             TSI
 AW0853  HISTORY     - 1970     GOOD             LOCENG
 AW0853  HISTORY     - 1973     GOOD             NGS
 AW0853  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW0853  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0853
 AW0853                          STATION DESCRIPTION
 AW0853
 AW0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW0853'STATION IS 1.3 MILES S OF HUMBLE, ON THE W SIDE OF THE OLD
 AW0853'HUMBLE-HOUSTON HIGHWAY AND ON THE PROPERTY OF THE BENDER
 AW0853'ESTATE.  IT IS 50 FEET W OF THE CENTER LINE OF THE HIGHWAY,
 AW0853'33 FEET SSW OF A TRIANGULAR-BLAZED PINE TREE, 21 FEET W OF
 AW0853'THE W RIGHT-OF-WAY FENCE, AND 20 FEET W OF A WHITE REFERENCE
 AW0853'POST.  IT IS STAMPED BENDER 1942 AND PROJECTS 6 INCHES.
 AW0853'
 AW0853'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW0853'BRONZE DISKS SET IN CONCRETE.
 AW0853'
 AW0853'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 35 FEET E OF THE
 AW0853'CENTER LINE OF THE HIGHWAY, AND 1 FOOT W OF THE E RIGHT-OF-WAY
 AW0853'FENCE.  IT IS STAMPED BENDER NO. 1 1942 AND PROJECTS 4 INCHES.
 AW0853'
 AW0853'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 54 FEET S OF POWER
 AW0853'POLE NO. 55, 35 FEET E OF THE CENTER LINE OF THE HIGHWAY,
 AW0853'AND 1 FOOT W OF THE E RIGHT-OF-WAY FENCE.  IT IS STAMPED
 AW0853'BENDER NO. 2 1942 AND PROJECTS 4 INCHES.
 AW0853'
 AW0853'THE AZIMUTH MARK IS 0.3 MILE N BY E OF THE STATION, 31 FEET
 AW0853'E OF THE CENTER LINE OF THE HIGHWAY, 5 FEET S OF A POWER
 AW0853'POLE, 3 FEET S OF A WHITE REFERENCE POST, AND 1 FOOT W OF THE E
 AW0853'RIGHT-OF-WAY FENCE.  IT IS STAMPED BENDER 1942 AND PROJECTS 6
 AW0853'INCHES.
 AW0853'
 AW0853'TO REACH FROM THE RAILROAD DEPOT IN HUMBLE GO E ON THE MAIN
 AW0853'STREET OF THE TOWN FOR 0.5 MILE AND TURN RIGHT, S, AT A TEXACO
 AW0853'SERVICE STATION, GO 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT
 AW0853'SIDE OF THE HIGHWAY, THEN CONTINUE 0.3 MILE TO THE STATION
 AW0853'ON THE RIGHT SIDE OF THE HIGHWAY.
 AW0853'
 AW0853'90-FOOT SIGNALS AT BRACY AND GRIFFITH ARE VISIBLE AT 77 FEET.
 AW0853
 AW0853                          STATION RECOVERY (1942)
 AW0853
 AW0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW0853'STATION, REFERENCE MARKS NOS. 1 AND 2 AND AZIMUTH MARK WERE
 AW0853'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  P.T.S.
 AW0853'140 (U.S.G.S.) WAS FOUND DESTROYED.
 AW0853'
 AW0853'STATION IS ABOUT 1.3 MILES S OF HUMBLE, ON THE PROPERTY OF
 AW0853'THE BENDER ESTATE IN 1942, ALONG THE W SIDE OF THE HUMBLE-HOUSTON
 AW0853'HIGHWAY (OLD) ABOUT 0.1 MILE N OF THE INTERSECTION OF CARPENTER
 AW0853'ROAD LEADING W, ABOUT 87 FEET NW OF POWER-LINE POLE NO. 55,
 AW0853'47 FEET W OF THE CENTER LINE OF THE OLD HIGHWAY, 32.2 FEET
 AW0853'SW OF TRIANGULAR BLAZE ON A 22-INCH PINE TREE, 21.4 FEET
 AW0853'W OF RIGHT-OF-WAY FENCE AND 20 FEET W OF A 4- BY 4-INCH WOODEN
 AW0853'MARKER POST.  IT IS STAMPED BENDER 1942.  THE
 AW0853'MONUMENT PROJECTS 0.4 FOOT.
 AW0853'
 AW0853'REFERENCE MARK NO. 1 IS 102.2 FEET NORTHEASTERLY
 AW0853'FROM THE STATION, ABOUT 108 FEET N OF POWER-LINE POLE NO. 55,
 AW0853'35 FEET E OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT W
 AW0853'OF THE RIGHT-OF-WAY FENCE.  IT IS STAMPED BENDER NO. 1 1942.
 AW0853'THE MONUMENT PROJECTS 0.3 FOOT.
 AW0853'
 AW0853'REFERENCE MARK NO. 2 IS 129.2 FEET SOUTHEASTERLY
 AW0853'FROM THE STATION, 54 FEET SOUTHERLY FROM POWER-LINE POLE NO. 55,
 AW0853'34 FEET E OF THE CENTER LINE OF THE HIGHWAY AND 0.6 FOOT W
 AW0853'OF THE RIGHT-OF-WAY FENCE.  IT IS STAMPED BENDER NO. 2 1942.
 AW0853'MONUMENT PROJECTS 0.4 FOOT.
 AW0853'
 AW0853'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHERLY FROM
 AW0853'THE STATION, 4.7 FEET S OF POLE NO. 49 AND 4 FEET S OF A
 AW0853'4- BY 4-INCH WOODEN MARKER POST.  STAMPED BENDER 1942.
 AW0853
 AW0853                          STATION RECOVERY (1951)
 AW0853
 AW0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 AW0853'STATION MARK, BOTH REFERENCE MARKS, THE AZIMUTH MARK AND THE
 AW0853'PRIM. TRAV. STA. NO. 140 (U.S.G.S.) WERE ALL RECOVERED AND
 AW0853'FOUND TO BE IN GOOD CONDITION, AND ADEQUATELY DESCRIBED.
 AW0853'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS GOOD.
 AW0853
 AW0853                          STATION RECOVERY (1954)
 AW0853
 AW0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW0853'0.45 MILE EAST ALONG BARRETT STREET FROM THE POST OFFICE
 AW0853'AT HUMBLE, THENCE 1.3 MILES SOUTH ALONG OLD HUMBLE ROAD,
 AW0853'47.6 FEET WEST OF THE CENTER LINE OF THE ROAD, 19.2 FEET
 AW0853'NORTHEAST OF A 14 INCH PINE TREE, 22.6 FEET WEST OF A FENCE,
 AW0853'20 FEET WEST OF A WITNESS POST, A TRIANGULATION STATION DISK
 AW0853'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 AW0853'ABOVE THE GROUND, STAMPED BENDER 1942.
 AW0853'
 AW0853'BENDER R.M. 1 IS 101.9 FEET NORTHEAST OF TRIANGULATION STATION
 AW0853'BENDER 1942, 40 FEET SOUTH OF A TELEPHONE POLE, 33.5 FEET
 AW0853'EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE,
 AW0853'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW0853'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED BENDER NO 1 1942.
 AW0853'
 AW0853'BENDER R.M. 2 IS 128.5 FEET SOUTHEAST OF TRIANGULATION STATION
 AW0853'BENDER 1942, 33 FEET EAST OF THE CENTER LINE OF THE ROAD,
 AW0853'54 FEET SOUTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, A
 AW0853'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW0853'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED BENDER NO 2 1942.
 AW0853'
 AW0853'BENDER 1942 AZIMUTH IS 0.3 MILE NORTH OF TRIANGULATION STATION
 AW0853'BENDER 1942, 200 FEET SOUTH OF THE NORTHWEST CORNER OF A
 AW0853'GROVE OF PINE TREES, 30 FEET EAST OF THE CENTER LINE OF A
 AW0853'ROAD, 4 FEET SOUTH OF A POWER POLE, 0.6 FOOT WEST OF A FENCE,
 AW0853'AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW0853'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED BENDER 1942.
 AW0853
 AW0853                          STATION RECOVERY (1968)
 AW0853
 AW0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0853'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 AW0853'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A
 AW0853'DIFFERENCE OF 17 SECONDS IN THE HORIZONTAL DIRECTION TO THE
 AW0853'AZIMUTH MARK WAS NOTED.  THE POST OFFICE IN HUMBLE HAS BEEN
 AW0853'MOVED.  A NEW DESCRIPTION FOLLOWS.
 AW0853'
 AW0853'THE STATION IS LOCATED 1.5 MILES SOUTH OF HUMBLE, 0.1 MILE
 AW0853'NORTH OF THE INTERSECTION OF HUMBLE-HOUSTON HIGHWAY (OLD)
 AW0853'AND CARPENTER ROAD AND ON PROPERTY OWNED BY THE BENDER ESTATE.
 AW0853'
 AW0853'TO REACH THE STATION FROM THE POST OFFICE IN HUMBLE, GO EAST
 AW0853'ON HIGGENS STREET FOR 0.05 MILE TO A SIDE STREET RIGHT.  TURN
 AW0853'RIGHT AND GO SOUTH ON AVENUE A FOR 0.05 MILE TO A CROSS STREET.
 AW0853'TURN LEFT AND GO EAST ON MAIN STREET FOR 0.4 MILE TO A CROSSROAD.
 AW0853'TURN RIGHT AND GO SOUTH ON THE HUMBLE-HOUSTON HIGHWAY (OLD)
 AW0853'FOR 0.95 MILE TO THE AZIMUTH MARK ON THE LEFT, AT POWER LINE
 AW0853'POLE NO. 49.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.3 MILE TO
 AW0853'THE STATION ON THE RIGHT.
 AW0853'
 AW0853'THE STATION MARK IS A STANDARD DISK STAMPED BENDER 1942, SET
 AW0853'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AW0853'3 INCHES ABOVE THE GROUND.  IT IS 92 FEET NORTHWEST OF POWER
 AW0853'LINE POLE NO. 55, 48 FEET WEST OF THE CENTER OF HUMBLE-HOUSTON
 AW0853'HIGHWAY (OLD), 26 FEET SOUTHWEST OF A TWIN TRUNKED PINE TREE
 AW0853'AND 22 FEET WEST OF A NORTH-SOUTH WIRE FENCE.
 AW0853'
 AW0853'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BENDER NO
 AW0853'1 1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW0853'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 108 FEET
 AW0853'NORTH OF POWER LINE POLE NO. 55, 40 FEET SOUTH OF TELEPHONE
 AW0853'POLE NO. 3/78, 33 FEET EAST OF THE CENTER OF THE HIGHWAY
 AW0853'AND 1 FOOT WEST OF A NORTH-SOUTH WIRE FENCE.
 AW0853'
 AW0853'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BENDER NO 2
 AW0853'1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW0853'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 54 FEET
 AW0853'SOUTH OF POWER LINE POLE NO. 55, AND 33 FEET EAST OF THE CENTER
 AW0853'OF THE HIGHWAY.
 AW0853'
 AW0853'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BENDER 1942,
 AW0853'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW0853'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 30 FEET EAST OF
 AW0853'THE CENTER OF THE HIGHWAY, 5 FEET SOUTH OF POWER LINE POLE
 AW0853'NO. 49 AND SET IN A NORTH-SOUTH WIRE FENCE.
 AW0853'
 AW0853'NO MEASUREMENT WAS MADE BETWEEN R.M. 1 AND R.M. 2 DUE TO
 AW0853'WIRE FENCE ON LINE.
 AW0853'
 AW0853'HEIGHT OF LIGHT ABOVE STATION MARK 99.3 FEET.
 AW0853
 AW0853                          STATION RECOVERY (1968)
 AW0853
 AW0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW0853'1.75 MI S FROM HUMBLE.
 AW0853'THE POST OFFICE IN HUMBLE HAS BEEN MOVED.  TO REACH FROM THE NEW
 AW0853'LOCATION OF THE HUMBLE POST OFFICE, GO EAST ON HIGGENS STREET FOR 0.05
 AW0853'MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO SOUTH ON AVENUE A FOR
 AW0853'0.05 MILE TO A CROSS STREET.  TURN LEFT AND GO EAST ON MAIN STREET FOR
 AW0853'0.4 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE
 AW0853'HUMBLE-HOUSTON HIGHWAY (OLD) FOR 1.25 MILES TO THE STATION MARK ON THE
 AW0853'RIGHT.  THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 AW0853'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE
 AW0853'GROUND.  IT IS 92 FEET NORTHWEST OF POWER LINE POLE NO. 55, 48 FEET
 AW0853'WEST OF THE CENTER OF HUMBLE-HOUSTON HIGHWAY (OLD), 26 FEET SOUTHWEST
 AW0853'OF A TWIN TRUNKED PINE TREE AND 22 FEET WEST OF A NORTH-SOUTH WIRE
 AW0853'FENCE.
 AW0853
 AW0853                          STATION RECOVERY (1970)
 AW0853
 AW0853'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1970 (CB)
 AW0853'BENDER 1942-GOOD
 AW0853'
 AW0853'BENDER 1942 (AZIMTUH MARK)-GOOD
 AW0853'
 AW0853'R.M.S NOT SEARCHED FOR.
 AW0853
 AW0853                          STATION RECOVERY (1970)
 AW0853
 AW0853'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AW0853'RECOVERED IN GOOD CONDITION.
 AW0853
 AW0853                          STATION RECOVERY (1973)
 AW0853
 AW0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 AW0853'BENDER 1942 RM. 1, R.M. 2, AND THE AZIMUTH MARK WERE RECOVERED
 AW0853'IN GOOD CONDITION.
 AW0853'
 AW0853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES
 AW0853'SOUTH OF HUMBLE.
 AW0853
 AW0853                          STATION RECOVERY (1976)
 AW0853
 AW0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW0853'MARK NOT FOUND.
 AW0853
 AW0853                          STATION RECOVERY (1978)
 AW0853
 AW0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0853'NOT RECOVERED.  BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6841 ***********************************************************************
 AW6841  DESIGNATION -  BENDER
 AW6841  PID         -  AW6841
 AW6841  STATE/COUNTY-  TX/BRAZORIA
 AW6841  USGS QUAD   -  LIVERPOOL (1963)
 AW6841
 AW6841                         *CURRENT SURVEY CONTROL
 AW6841  ___________________________________________________________________
 AW6841* NAD 83(1993)-  29 21 08.92763(N)    095 21 44.10385(W)     ADJUSTED  
 AW6841* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AW6841  ___________________________________________________________________
 AW6841  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6841  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW6841
 AW6841  HORZ ORDER  -  SECOND
 AW6841
 AW6841.The horizontal coordinates were established by classical geodetic methods
 AW6841.and adjusted by the National Geodetic Survey in February 1996..
 AW6841
 AW6841.The orthometric height was scaled from a topographic map.
 AW6841
 AW6841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6841
 AW6841.The geoid height was determined by GEOID03.
 AW6841
 AW6841;                    North         East     Units Scale Factor Converg.
 AW6841;SPC TXSC     - 4,173,854.215   953,143.814   MT  0.99986329   +1 46 55.8
 AW6841;SPC TXSC     -13,693,720.04  3,127,106.00   sFT  0.99986329   +1 46 55.8
 AW6841;UTM  15      - 3,249,356.599   270,667.834   MT  1.00024901   -1 09 30.4
 AW6841
 AW6841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6841!SPC TXSC     -   1.00000219  x   0.99986329  =   0.99986548
 AW6841!UTM  15      -   1.00000219  x   1.00024901  =   1.00025120
 AW6841
 AW6841|---------------------------------------------------------------------|
 AW6841| PID    Reference Object                     Distance      Geod. Az  |
 AW6841|                                                           dddmmss.s |
 AW6841| CV6035 BENDER RM 1                          40.433 METERS 00452     |
 AW6841| AW6839 ALVIN WEST MUNICIPAL TANK           APPROX.13.3 KM 0514919.1 |
 AW6841| AW6770 ALVIN E MUN WATER TANK              APPROX.13.8 KM 0542753.8 |
 AW6841| CV6034 BENDER AZ MK                                       0590821.3 |
 AW6841| CV6036 BENDER RM 2                          48.046 METERS 08348     |
 AW6841|---------------------------------------------------------------------|
 AW6841
 AW6841                          SUPERSEDED SURVEY CONTROL
 AW6841
 AW6841  NAD 83(1986)-  29 21 08.94143(N)    095 21 44.08355(W) AD(       ) 2
 AW6841  NAD 27      -  29 21 08.08317(N)    095 21 43.30955(W) AD(       ) 2
 AW6841
 AW6841.Superseded values are not recommended for survey control.
 AW6841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6841.See file dsdata.txt to determine how the superseded data were derived.
 AW6841
 AW6841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7066849357(NAD 83)
 AW6841_MARKER: DG = GRAVITY STATION DISK
 AW6841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6841
 AW6841  HISTORY     - Date     Condition        Report By
 AW6841  HISTORY     - 1952     MONUMENTED       CGS
 AW6841
 AW6841                          STATION DESCRIPTION
 AW6841
 AW6841'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6841'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF ALVIN,
 AW6841'8.0 MILES NORTH OF DANBURY AND 6.0 MILES NORTHWEST OF LIVERPOOL
 AW6841'IN A RANCH YARD.  IT IS 155.0 FEET EAST OF THE CENTER OF
 AW6841'A WELL, 135.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 AW6841'LARGE SHEET METAL BARN, 14.0 FEET SOUTH OF A FENCE AND 14.0
 AW6841'FEET SOUTH OF A WITNESS POST.  IT IS SET FLUSH WITH THE
 AW6841'SURFACE OF THE GROUND AND IS STAMPED BENDER 1952.
 AW6841'
 AW6841'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION,
 AW6841'50.0 FEET NORTH OF THE CENTER OF FARM ROAD NO. 1462 AND 1.0
 AW6841'FOOT SOUTH OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED
 AW6841'BENDER NO 1 1952.
 AW6841'
 AW6841'REFERENCE MARK NO. 2 IS 92.0 FEET NORTH OF THE NORTH EDGE
 AW6841'OF A SHEET METAL BARN, 32.0 FEET WEST OF A T FENCE CORNER
 AW6841'AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 5 INCHES AND
 AW6841'IS STAMPED BENDER NO 2 1952.
 AW6841'
 AW6841'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 AW6841'MARK NO. 2 IS 187.0 FEET.
 AW6841'
 AW6841'THE AZIMUTH MARK IS 49.0 FEET NORTH OF THE CENTER OF FARM
 AW6841'ROAD NO. 1462, 8.5 FEET WEST OF A LARGE COTTONWOOD TREE,
 AW6841'1.5 FEET WEST OF A WITNESS POST AND 1.0 FOOT SOUTH OF A
 AW6841'FENCE.  IT PROJECTS 7 INCHES AND IS STAMPED BENDER 1952.
 AW6841'
 AW6841'TO REACH THE STATION FROM THE POST OFFICE IN ALVIN, GO EAST
 AW6841'ON THE MAIN STREET FOR 2 BLOCKS TO STATE ROUTE NO. 35, TURN
 AW6841'RIGHT AND GO SOUTH ON STATE ROUTE NO. 35 FOR 1.0 MILE TO A
 AW6841'FIVE POINT CROSSROAD.  HERE TURN RIGHT AND GO SOUTHWESTERLY
 AW6841'ON FARM ROAD NO. 1462 FOR 8.2 MILES TO A LARGE COTTONWOOD
 AW6841'TREE ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 AW6841'WESTERLY ON FARM ROAD NO. 1462 FOR 0.3 MILE TO A LARGE METAL
 AW6841'GATE ON THE LEFT LEADING INTO A GROUP OF RANCH BUILDINGS
 AW6841'AND THE STATION IN THE RANCH YARD AS DESCRIBED.
 AW6841'
 AW6841'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0852 ***********************************************************************
 AW0852  DESIGNATION -  BENDER AZ MK
 AW0852  PID         -  AW0852
 AW0852  STATE/COUNTY-  TX/HARRIS
 AW0852  USGS QUAD   -  HUMBLE (1995)
 AW0852
 AW0852                         *CURRENT SURVEY CONTROL
 AW0852  ___________________________________________________________________
 AW0852* NAD 83(1986)-  29 58 54.     (N)    095 15 37.     (W)     SCALED    
 AW0852* NAVD 88     -        25.68   (+/-2cm)      84.3    (feet)  VERTCON   
 AW0852  ___________________________________________________________________
 AW0852  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW0852
 AW0852  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0852
 AW0852.The horizontal coordinates were scaled from a topographic map and have
 AW0852.an estimated accuracy of +/- 6 seconds.
 AW0852
 AW0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0852.The vertical order pertains to the NGVD 29 superseded value.
 AW0852
 AW0852.The geoid height was determined by GEOID03.
 AW0852
 AW0852;                    North         East    Units  Estimated Accuracy
 AW0852;SPC TXSC     - 4,243,870.      960,810.      MT  (+/- 180 meters Scaled)
 AW0852
 AW0852                          SUPERSEDED SURVEY CONTROL
 AW0852
 AW0852  NGVD 29 (??/??/92)   25.683  (m)           84.26   (f) ADJ UNCH    2 0
 AW0852
 AW0852.Superseded values are not recommended for survey control.
 AW0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0852.See file dsdata.txt to determine how the superseded data were derived.
 AW0852
 AW0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP819189(NAD 83)
 AW0852_MARKER: DZ = AZIMUTH MARK DISK
 AW0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0852_STAMPING: BENDER 1942
 AW0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0852+STABILITY: SURFACE MOTION
 AW0852
 AW0852  HISTORY     - Date     Condition        Report By
 AW0852  HISTORY     - 1942     MONUMENTED       CGS
 AW0852  HISTORY     - 1968     GOOD             NGS
 AW0852  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0852
 AW0852                          STATION DESCRIPTION
 AW0852
 AW0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AW0852'1.45 MI S FROM HUMBLE.
 AW0852'THE POST OFFICE IN HUMBLE HAS BEEN MOVED.  TO REACH FROM THE NEW
 AW0852'LOCATION OF THE HUMBLE POST OFFICE, GO EAST ON HIGGENS STREET FOR 0.05
 AW0852'MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO SOUTH ON AVENUE A FOR
 AW0852'0.05 MILE TO A CROSS STREET.  TURN LEFT AND GO EAST ON MAIN STREET FOR
 AW0852'0.4 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE
 AW0852'HUMBLE-HOUSTON HIGHWAY (OLD) FOR 0.95 MILE TO THE AZIMUTH MARK ON THE
 AW0852'LEFT.  THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 AW0852'SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES ABOVE THE GROUND. IT
 AW0852'IS 30 FEET EAST OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTH OF POWER
 AW0852'LINE POLE NO. 49 AND SET IN A NORTH-SOUTH WIRE FENCE.
 AW0852
 AW0852                          STATION RECOVERY (1978)
 AW0852
 AW0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0852'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0870 ***********************************************************************
 AW0870  DESIGNATION -  BENDER RM 1
 AW0870  PID         -  AW0870
 AW0870  STATE/COUNTY-  TX/HARRIS
 AW0870  USGS QUAD   -  HUMBLE (1995)
 AW0870
 AW0870                         *CURRENT SURVEY CONTROL
 AW0870  ___________________________________________________________________
 AW0870* NAD 83(1986)-  29 58 38.     (N)    095 15 40.     (W)     SCALED    
 AW0870* NAVD 88     -        25.27   (+/-2cm)      82.9    (feet)  VERTCON   
 AW0870  ___________________________________________________________________
 AW0870  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW0870
 AW0870  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0870
 AW0870.The horizontal coordinates were scaled from a topographic map and have
 AW0870.an estimated accuracy of +/- 6 seconds.
 AW0870
 AW0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0870.The vertical order pertains to the NGVD 29 superseded value.
 AW0870
 AW0870.The geoid height was determined by GEOID03.
 AW0870
 AW0870;                    North         East    Units  Estimated Accuracy
 AW0870;SPC TXSC     - 4,243,370.      960,750.      MT  (+/- 180 meters Scaled)
 AW0870
 AW0870                          SUPERSEDED SURVEY CONTROL
 AW0870
 AW0870  NGVD 29 (??/??/92)   25.266  (m)           82.89   (f) ADJ UNCH    2 0
 AW0870
 AW0870.Superseded values are not recommended for survey control.
 AW0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0870.See file dsdata.txt to determine how the superseded data were derived.
 AW0870
 AW0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP818184(NAD 83)
 AW0870_MARKER: DR = REFERENCE MARK DISK
 AW0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0870_STAMPING: BENDER NO 1 1942
 AW0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0870+STABILITY: SURFACE MOTION
 AW0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0870+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AW0870
 AW0870  HISTORY     - Date     Condition        Report By
 AW0870  HISTORY     - 1942     MONUMENTED       CGS
 AW0870  HISTORY     - 1968     GOOD             NGS
 AW0870  HISTORY     - 1978     SEE DESCRIPTION  NGS
 AW0870  HISTORY     - 20040330 GOOD             USPSQD
 AW0870  HISTORY     - 20051015 GOOD             USPSQD
 AW0870
 AW0870                          STATION DESCRIPTION
 AW0870
 AW0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AW0870'1.75 MI S FROM HUMBLE.
 AW0870'THE POST OFFICE IN HUMBLE HAS BEEN MOVED.  TO REACH FROM THE NEW
 AW0870'LOCATION OF THE HUMBLE POST OFFICE, GO EAST ON HIGGENS STREET FOR 0.05
 AW0870'MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO SOUTH ON AVENUE A FOR
 AW0870'0.05 MILE TO A CROSS STREET.  TURN LEFT AND GO EAST ON MAIN STREET FOR
 AW0870'0.4 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE
 AW0870'HUMBLE-HOUSTON HIGHWAY (OLD) FOR 1.25 MILES TO THE REFERENCE MARK ON
 AW0870'THE LEFT.  REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 AW0870'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 AW0870'GROUND.  IT IS 108 FEET NORTH OF POWER LINE POLE NO. 55, 40 FEET SOUTH
 AW0870'OF TELEPHONE POLE NO. 3/78, 33 FEET EAST OF THE CENTER OF THE HIGHWAY
 AW0870'AND 1 FOOT WEST OF A NORTH-SOUTH WIRE FENCE.
 AW0870
 AW0870                          STATION RECOVERY (1978)
 AW0870
 AW0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0870'RECOVERED AS DESCRIBED.
 AW0870
 AW0870                          STATION RECOVERY (2004)
 AW0870
 AW0870'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0870'RECOVERED IN GOOD CONDITION.
 AW0870
 AW0870                          STATION RECOVERY (2005)
 AW0870
 AW0870'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0870'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1597 ***********************************************************************
 AB1597  DESIGNATION -  BENITO
 AB1597  PID         -  AB1597
 AB1597  STATE/COUNTY-  TX/CAMERON
 AB1597  USGS QUAD   -  LA PALOMA (1970)
 AB1597
 AB1597                         *CURRENT SURVEY CONTROL
 AB1597  ___________________________________________________________________
 AB1597* NAD 83(1993)-  26 04 38.58267(N)    097 37 34.91063(W)     ADJUSTED  
 AB1597* NAVD 88     -        15.3    (meters)      50.     (feet)  VERTCON   
 AB1597  ___________________________________________________________________
 AB1597  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AB1597  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 AB1597
 AB1597  HORZ ORDER  -  FIRST
 AB1597
 AB1597.The horizontal coordinates were established by classical geodetic methods
 AB1597.and adjusted by the National Geodetic Survey in February 1996..
 AB1597
 AB1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1597
 AB1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1597
 AB1597.The geoid height was determined by GEOID03.
 AB1597
 AB1597;                    North         East     Units Scale Factor Converg.
 AB1597;SPC TX S     - 5,045,808.377   387,410.421   MT  1.00002369   +0 23 47.9
 AB1597;SPC TX S     -16,554,456.32  1,271,029.02   sFT  1.00002369   +0 23 47.9
 AB1597;UTM  14      - 2,884,977.727   637,388.222   MT  0.99983306   +0 36 14.1
 AB1597
 AB1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1597!SPC TX S     -   1.00000112  x   1.00002369  =   1.00002481
 AB1597!UTM  14      -   1.00000112  x   0.99983306  =   0.99983418
 AB1597
 AB1597:                Primary Azimuth Mark                     Grid Az
 AB1597:SPC TX S     -  COWGILL                                  017 53 30.7
 AB1597:UTM  14      -  COWGILL                                  017 41 04.5
 AB1597
 AB1597|---------------------------------------------------------------------|
 AB1597| PID    Reference Object                     Distance      Geod. Az  |
 AB1597|                                                           dddmmss.s |
 AB1597| AB1595 COWGILL                             APPROX.11.9 KM 0181718.6 |
 AB1597| CV2956 BENITO RM                            42.730 METERS 19016     |
 AB1597| AB1606 HARLINGEN STANDPIPE                 APPROX.14.9 KM 3305752.5 |
 AB1597| AB1602 SAN BENITO STANDPIPE                APPROX. 6.3 KM 3535920.8 |
 AB1597|---------------------------------------------------------------------|
 AB1597
 AB1597                          SUPERSEDED SURVEY CONTROL
 AB1597
 AB1597  NAD 83(1986)-  26 04 38.59215(N)    097 37 34.86906(W) AD(       ) 1
 AB1597  NAD 27      -  26 04 37.31500(N)    097 37 33.91100(W) AD(       ) 1
 AB1597  NGVD 29 (07/19/86)   15.4    (m)           51.     (f) VERT ANG       
 AB1597
 AB1597.Superseded values are not recommended for survey control.
 AB1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1597.See file dsdata.txt to determine how the superseded data were derived.
 AB1597
 AB1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP3738884978(NAD 83)
 AB1597_MARKER: DS = TRIANGULATION STATION DISK
 AB1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1597_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1597
 AB1597  HISTORY     - Date     Condition        Report By
 AB1597  HISTORY     - 1913     MONUMENTED       CGS
 AB1597  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AB1597  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB1597  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB1597
 AB1597                          STATION DESCRIPTION
 AB1597
 AB1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1597'STATION IS ABOUT 4 MILES S OF SAN BENITO AND ABOUT 1 MILE SE
 AB1597'OF RESIDENCE OF MR. THOMAS, ON LAND BELONGING TO THE SAN PEDRO
 AB1597'DE CARRECITOS ESTATE AND PROBABLY ON PORTION NO. 8.
 AB1597'
 AB1597'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AB1597'DISKS SET IN CONCRETE.
 AB1597'
 AB1597'REFERENCE MARK IS ON THE E SIDE OF THE FAINT WAGON ROAD, AT
 AB1597'THE SAME ELEVATION AS THE STATION, AND 42.730 METERS (140.19 FEET)
 AB1597'THERE FROM S 10 DEG 16 MIN W.
 AB1597'
 AB1597'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION--SAN BENITO
 AB1597'STANDPIPE, ABOUT 4 MILES, N 06 DEG 01 MIN W.  MR. THOMAS
 AB1597'RESIDENCE, ABOUT 1 MILE, N 73 DEG 29 MIN W.
 AB1597'
 AB1597'TO REACH THE STATION FROM MR. THOMAS RESIDENCE, TAKE ROAD
 AB1597'RUNNING E 1/4 MILE TO WHERE IT CROSSES A LARGE RESACA, THEN
 AB1597'TAKE FAINT ROAD TO THE S ALONG THE E BANK OF THE RESACA FOR
 AB1597'ABOUT 3/4 MILE, THERE THE RESACA MAKES A LARGE HORSESHOE LOOP
 AB1597'TO THE W FOR ABOUT 1/2 MILE.  THE DISTANCE ACROSS THE LOOP
 AB1597'AT THE BASE OF THE HORSESHOE IS ONLY ABOUT 275 METERS (902 FEET)
 AB1597'AND THE STATION IS ABOUT MIDWAY OF THE DISTANCE AND ABOUT
 AB1597'45 METERS (148 FEET) E OF THE FAINT WAGON ROAD WHICH CROSSES
 AB1597'THE BASE OF THE LOOP AND CONTINUES DOWN THE E SIDE OF THE
 AB1597'RESACA.
 AB1597'
 AB1597'ELEVATION OF STATION, 15.42 METERS (50.6 FEET).
 AB1597
 AB1597                          STATION RECOVERY (1947)
 AB1597
 AB1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1597'STATION WAS RECOVERED AS DESCRIBED AND THE SURFACE MARK AND
 AB1597'THE REFERENCE MARK HAD BEEN DESTROYED BY CLEARING THE LAND FOR
 AB1597'CULTIVATION.  THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION
 AB1597'BUT IS BELIEVED IT SHOULD BE CONSIDERED LOST AS IT IS IN THE
 AB1597'CENTER OF A NEWLY CLEARED LAND TO BE SET OUT IN ORCHARD AND
 AB1597'COULD NEVER BE USED.  A NEW STATION MARSHALL WAS ESTABLISHED
 AB1597'AT THIS TIME ABOUT 0.2 MILE NORTHWEST OF THE STATION ON THE
 AB1597'BANK OF THE RESACA.
 AB1597'
 AB1597'TO REACH THE STATION FROM THE INTERSECTION OF ROBERTSON STREET
 AB1597'AND SAM HOUSTON BLVD. IN SAN BENITO GO SOUTH ON SAM HOUSTON
 AB1597'BLVD. FOR 1.3 MILES TO A PAVED ROAD LEFT, TURN LEFT AND GO 2.1
 AB1597'MILES TO THE END OF THE PAVEMENT AND A CROSSROAD, TURN RIGHT
 AB1597'AND GO 1.2 MILES TO A HOUSE ON THE LEFT JUST BEFORE REACHING
 AB1597'THE BRIDGE OVER THE RESACA, TURN LEFT AND FOLLOW THE EASTERLY
 AB1597'BANK OF THE RESACA 0.3 MILE TO STATION MARSHALL, CONTINUE ABOUT
 AB1597'40 YARDS TO AN IRRIGATION PUMP HOUSE, PASS BETWEEN PUMPHOUSE
 AB1597'AND RESACA AND CONTINUE ABOUT 0.2 MILE TO THE STATION.
 AB1597
 AB1597                          STATION RECOVERY (1956)
 AB1597
 AB1597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB1597'NO TRACE OF THE MARK OR REF. MARKS FOUND.  THE MAN AT THE
 AB1597'RANCH HOUSE SAID THEY HAD ALL BEEN REMOVED YEARS AGO.  THE
 AB1597'MARKS OF MARSHALL HAD ALSO BEEN REMOVED BY PIPELINE CONSTRUCTION.
 AB1597'A THOROUGH SEARCH OF THE ENTIRE AREA WAS MADE.  THIS MARK HAD
 AB1597'BEEN PREVIOUSLY BEEN REPORTED DESTROYED.
 AB1597
 AB1597                          STATION RECOVERY (1991)
 AB1597
 AB1597'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0930 ***********************************************************************
 DO0930  DESIGNATION -  BENJAMIN
 DO0930  PID         -  DO0930
 DO0930  STATE/COUNTY-  TX/KNOX
 DO0930  USGS QUAD   -  BENJAMIN (1967)
 DO0930
 DO0930                         *CURRENT SURVEY CONTROL
 DO0930  ___________________________________________________________________
 DO0930* NAD 83(1993)-  33 34 59.13141(N)    099 47 23.20199(W)     ADJUSTED  
 DO0930* NAVD 88     -       451.89   (+/-2cm)    1482.6    (feet)  VERTCON   
 DO0930  ___________________________________________________________________
 DO0930  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 DO0930  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DO0930
 DO0930  HORZ ORDER  -  SECOND
 DO0930  VERT ORDER  -  THIRD ? (See Below)
 DO0930
 DO0930.The horizontal coordinates were established by classical geodetic methods
 DO0930.and adjusted by the National Geodetic Survey in February 1996..
 DO0930
 DO0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0930.The vertical order pertains to the NGVD 29 superseded value.
 DO0930
 DO0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0930
 DO0930.The geoid height was determined by GEOID03.
 DO0930
 DO0930;                    North         East     Units Scale Factor Converg.
 DO0930;SPC TXNC     - 2,213,250.987   480,278.270   MT  0.99991553   -0 42 12.4
 DO0930;SPC TXNC     - 7,261,307.61  1,575,712.96   sFT  0.99991553   -0 42 12.4
 DO0930;UTM  14      - 3,716,211.033   426,710.401   MT  0.99966622   -0 26 12.8
 DO0930
 DO0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0930!SPC TXNC     -   0.99993351  x   0.99991553  =   0.99984905
 DO0930!UTM  14      -   0.99993351  x   0.99966622  =   0.99959975
 DO0930
 DO0930|---------------------------------------------------------------------|
 DO0930| PID    Reference Object                     Distance      Geod. Az  |
 DO0930|                                                           dddmmss.s |
 DO0930| CX7594 BENJAMIN RM 3                        65.099 METERS 00024     |
 DO0930| CX7592 BENJAMIN RM 1                        25.856 METERS 09538     |
 DO0930| DO0928 BENJAMIN MAGNETIC STATION 1935        0.939 METERS 22423     |
 DO0930| DO0929 BENJAMIN MUNICIPAL TANK             464.953 METERS 2582353.6 |
 DO0930| CX7593 BENJAMIN RM 2                        26.448 METERS 35239     |
 DO0930| CX7591 BENJAMIN AZ MK                                     3572025.0 |
 DO0930|---------------------------------------------------------------------|
 DO0930
 DO0930                          SUPERSEDED SURVEY CONTROL
 DO0930
 DO0930  NAD 83(1993)-  33 34 59.13311(N)    099 47 23.20266(W) AD(       ) 2
 DO0930  NAD 83(1986)-  33 34 59.13830(N)    099 47 23.19340(W) AD(       ) 2
 DO0930  NAD 27      -  33 34 58.81100(N)    099 47 21.86900(W) AD(       ) 2
 DO0930  NGVD 29 (07/19/86)  451.74   (m)         1482.1    (f) LEVELING    3  
 DO0930
 DO0930.Superseded values are not recommended for survey control.
 DO0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0930.See file dsdata.txt to determine how the superseded data were derived.
 DO0930
 DO0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2671016211(NAD 83)
 DO0930_MARKER: DS = TRIANGULATION STATION DISK
 DO0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0930_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0930
 DO0930  HISTORY     - Date     Condition        Report By
 DO0930  HISTORY     - 1935     MONUMENTED       CGS
 DO0930  HISTORY     - 1938     GOOD             TXHD
 DO0930  HISTORY     - 1958     MARK NOT FOUND   CGS
 DO0930  HISTORY     - 1974     GOOD             NGS
 DO0930
 DO0930                          STATION DESCRIPTION
 DO0930
 DO0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0930'STATION IS LOCATED IN THE SW CORNER OF HIGH SCHOOL LOT, ABOUT
 DO0930'3 BLOCKS E OF THE COURTHOUSE SQUARE IN BENJAMIN.  THE MARK
 DO0930'IS 131.7 FEET SW OF THE SW CORNER OF THE SCHOOL BUILDING, 52
 DO0930'FEET E OF A N-S STREET AND 51 FEET N OF AN E-W STREET.
 DO0930'
 DO0930'BENJAMIN MAGNETIC STATION IS SW OF STATION.  MARK IS A CONCRETE
 DO0930'POST WITH A STANDARD BRONZE DISK EMBEDDED IN THE TOP.  IT
 DO0930'WAS FOUND IN GOOD CONDITION.
 DO0930'
 DO0930'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0930'BRONZE DISKS SET IN CONCRETE.
 DO0930'
 DO0930'REFERENCE MARK NO. 1 IS E OF STATION, AND 50 FEET N OF E-W
 DO0930'STREET.
 DO0930'
 DO0930'REFERENCE MARK NO. 2 IS N OF STATION, AND 50 FEET E OF N-S
 DO0930'STREET.
 DO0930'
 DO0930'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE FROM STATION, 6 FEET
 DO0930'S OF AN E-W FENCE, 12 FEET E OF A N-S FENCE, AND ABOUT 500
 DO0930'FEET W OF A N-S ROAD.
 DO0930'
 DO0930'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DO0930
 DO0930                          STATION RECOVERY (1938)
 DO0930
 DO0930'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DO0930'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 DO0930'GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 DO0930'MARK.
 DO0930
 DO0930                          STATION RECOVERY (1958)
 DO0930
 DO0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 DO0930'ABOUT 3 HOURS WAS SPENT IN SEARCH FOR THIS STATION BUT IT
 DO0930'COULD NOT BE FOUND.  THE SURFACE STATION MARK HAS APPARENTLY
 DO0930'BEEN DESTROYED.  R.M. NO. 1 HAS ALSO BEEN DESTROYED AND THE
 DO0930'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.  THE ONLY
 DO0930'MEASUREMENTS WERE FROM R.M. NO. 2 AND THE CORNER OF THE SCHOOL
 DO0930'BUILDING.  SINCE THE PRESENT BUILDING WAS ERECTED IN 1935
 DO0930'IT WAS NOT CERTAIN WHETHER MEASUREMENTS APPLIED TO THE PRESENT
 DO0930'BUILDING OR THE ONE IT REPLACED.  IT IS POSSIBLE THAT THE
 DO0930'UNDERGROUND MARK IS STILL IN PLACE BUT CONSIDERABLE DIGGING
 DO0930'AND PRODDING FAILED TO RECOVER IT.
 DO0930
 DO0930                          STATION RECOVERY (1974)
 DO0930
 DO0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0930'THE STATION MARK AND REFERENCE MARK 1 WAS RECOVERED AND FOUND
 DO0930'IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK 2
 DO0930'HAS BEEN DESTROYED.  A NEW REFERENCE MARK 3 WAS ESTABLISHED
 DO0930'AT THIS DATE.  THE HORIZONTAL DIRECTIONS AND THE DISTANCE
 DO0930'CHECKED TO REFERENCE MARK 1 ADEQUATE.  A COMPLETE AND NEW
 DO0930'DESCRIPTION FOLLOWS.
 DO0930'
 DO0930'THE STATION IS LOCATED IN THE TOWN OF BENJAMIN AND ON SCHOOL
 DO0930'PROPERTY, MR. KENNETH ROBERTS, SUPERINTENDENT OF SCHOOL,
 DO0930'BENJAMIN, TEXAS.
 DO0930'
 DO0930'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82
 DO0930'AND STATE HIGHWAY 283 IN BENJAMIN, GO EAST ON U.S. HIGHWAY
 DO0930'82 FOR 0.15 MILE TO A CROSSROAD AT THE NORTHWEST CORNER OF
 DO0930'SCHOOL BUILDING.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD
 DO0930'FOR 0.05 MILE TO A DRIVEWAY TO SCHOOL GROUNDS AND THE STATION
 DO0930'IN THE CENTER OF DRIVEWAY.
 DO0930'
 DO0930'STATION MARKS ARE STANDARD DISKS STAMPED BENJAMIN 1935.  THE
 DO0930'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DO0930'CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE.
 DO0930'IT IS 52 FEET EAST OF THE CENTER OF THE PAVED ROAD, 20 FEET
 DO0930'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING
 DO0930'AND 15 FEET NORTHEAST OF A FENCE CORNER.  THE UNDERGROUND
 DO0930'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 DO0930'INCHES BELOW THE GROUND SURFACE.
 DO0930'
 DO0930'REFERENCE MARK 1, A STANDARD DISK STAMPED BENJAMIN NO 1 1935,
 DO0930'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0930'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 69 FEET
 DO0930'EAST-NORTHEAST OF A POWERLINE POLE WITH TWO TRANSFORMERS AND
 DO0930'48 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 DO0930'BUILDING.
 DO0930'
 DO0930'REFERENCE MARK 3, A STANDARD DISK STAMPED BENJAMIN 1935 NO
 DO0930'3 1974, IS CEMENTED IN A DRILL HOLE IN THE CENTER OF AN EAST-WEST
 DO0930'SIDEWALK ALONG NORTH SIDE OF SCHOOL BUILDING.  IT IS 58 FEET
 DO0930'EAST OF THE CENTER OF THE PAVED ROAD AND 11 FEET WEST-NORTHWEST
 DO0930'OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING.
 DO0930'
 DO0930'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BENJAMIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0928 ***********************************************************************
 DO0928  DESIGNATION -  BENJAMIN MAGNETIC STATION 1935
 DO0928  PID         -  DO0928
 DO0928  STATE/COUNTY-  TX/KNOX
 DO0928  USGS QUAD   -  BENJAMIN (1967)
 DO0928
 DO0928                         *CURRENT SURVEY CONTROL
 DO0928  ___________________________________________________________________
 DO0928* NAD 83(1993)-  33 34 59.10963(N)    099 47 23.22746(W)     ADJUSTED  
 DO0928* NAVD 88     -       452.     (meters)    1483.     (feet)  SCALED    
 DO0928  ___________________________________________________________________
 DO0928  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 DO0928  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DO0928
 DO0928  HORZ ORDER  -  SECOND
 DO0928
 DO0928.The horizontal coordinates were established by classical geodetic methods
 DO0928.and adjusted by the National Geodetic Survey in February 1996..
 DO0928
 DO0928.The orthometric height was scaled from a topographic map.
 DO0928
 DO0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0928
 DO0928.The geoid height was determined by GEOID03.
 DO0928
 DO0928;                    North         East     Units Scale Factor Converg.
 DO0928;SPC TXNC     - 2,213,250.324   480,277.605   MT  0.99991552   -0 42 12.4
 DO0928;SPC TXNC     - 7,261,305.44  1,575,710.78   sFT  0.99991552   -0 42 12.4
 DO0928;UTM  14      - 3,716,210.368   426,709.739   MT  0.99966622   -0 26 12.8
 DO0928
 DO0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0928!SPC TXNC     -   0.99993347  x   0.99991552  =   0.99984899
 DO0928!UTM  14      -   0.99993347  x   0.99966622  =   0.99959971
 DO0928
 DO0928                          SUPERSEDED SURVEY CONTROL
 DO0928
 DO0928  NAD 83(1993)-  33 34 59.11132(N)    099 47 23.22813(W) AD(       ) 2
 DO0928  NAD 83(1986)-  33 34 59.11652(N)    099 47 23.21887(W) AD(       ) 2
 DO0928  NAD 27      -  33 34 58.78900(N)    099 47 21.89400(W) AD(       ) 2
 DO0928
 DO0928.Superseded values are not recommended for survey control.
 DO0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0928.See file dsdata.txt to determine how the superseded data were derived.
 DO0928
 DO0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2671016210(NAD 83)
 DO0928_MARKER: DS = TRIANGULATION STATION DISK
 DO0928_SETTING: 0 = UNSPECIFIED SETTING
 DO0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0928
 DO0928  HISTORY     - Date     Condition        Report By
 DO0928  HISTORY     - 1935     MONUMENTED       CGS
 DO0928
 DO0928                          STATION DESCRIPTION
 DO0928
 DO0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0928'STATION IS MARKED WITH A STANDARD BRONZE DISK EMBEDDED IN
 DO0928'CONCRETE AND WAS FOUND IN GOOD CONDITION.  THERE WAS NO DATE
 DO0928'ON DISK TO DETERMINE DATE OF ESTABLISHMENT.  MARK IS LOCATED
 DO0928'0.939 METERS (3.08 FEET) SW OF STATION BENJAMIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0929 ***********************************************************************
 DO0929  DESIGNATION -  BENJAMIN MUNICIPAL TANK
 DO0929  PID         -  DO0929
 DO0929  STATE/COUNTY-  TX/KNOX
 DO0929  USGS QUAD   -  BENJAMIN (1967)
 DO0929
 DO0929                         *CURRENT SURVEY CONTROL
 DO0929  ___________________________________________________________________
 DO0929* NAD 83(1993)-  33 34 56.09611(N)    099 47 40.86386(W)     ADJUSTED  
 DO0929* NAVD 88     -                                                        
 DO0929  ___________________________________________________________________
 DO0929  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 DO0929  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DO0929
 DO0929  HORZ ORDER  -  THIRD
 DO0929
 DO0929.The horizontal coordinates were established by classical geodetic methods
 DO0929.and adjusted by the National Geodetic Survey in February 1996..
 DO0929
 DO0929
 DO0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0929
 DO0929.The geoid height was determined by GEOID03.
 DO0929
 DO0929;                    North         East     Units Scale Factor Converg.
 DO0929;SPC TXNC     - 2,213,163.087   479,821.742   MT  0.99991539   -0 42 22.0
 DO0929;SPC TXNC     - 7,261,019.23  1,574,215.17   sFT  0.99991539   -0 42 22.0
 DO0929;UTM  14      - 3,716,121.033   426,254.400   MT  0.99966705   -0 26 22.5
 DO0929
 DO0929                          SUPERSEDED SURVEY CONTROL
 DO0929
 DO0929  NAD 83(1993)-  33 34 56.09781(N)    099 47 40.86453(W) AD(       ) 4
 DO0929  NAD 83(1986)-  33 34 56.10294(N)    099 47 40.85522(W) AD(       ) 4
 DO0929  NAD 27      -  33 34 55.77765(N)    099 47 39.53045(W) AD(       ) 3
 DO0929
 DO0929.Superseded values are not recommended for survey control.
 DO0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0929.See file dsdata.txt to determine how the superseded data were derived.
 DO0929
 DO0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2625416121(NAD 83)
 DO0929_MARKER: 51 = TANK
 DO0929
 DO0929  HISTORY     - Date     Condition        Report By
 DO0929  HISTORY     - 1935     FIRST OBSERVED   CGS
 DO0929  HISTORY     - 1974     GOOD             NGS
 DO0929
 DO0929                          STATION DESCRIPTION
 DO0929
 DO0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0929'OBJECT OBSERVED UPON IS THE FINIAL OF THE MUNICIPAL WATER
 DO0929'TANK, LOCATED IN THE S CENTRAL PART OF TOWN.  IT IS 1/2 BLOCK
 DO0929'W AND 1 BLOCK S OF THE POST OFFICE, AND 1/2 BLOCK W OF A
 DO0929'N-S STREET.
 DO0929
 DO0929                          STATION RECOVERY (1974)
 DO0929
 DO0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0929'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LISTED AS
 DO0929'BENJAMIN MUNICIPAL WATER TANK 1935.  WATER TANK IS A FOUR
 DO0929'LEGGED STEEL STRUCTURE, 120 FEET HIGH, WITH CONICAL TYPE TANK,
 DO0929'PAINTED SILVER, AND HAS THE LETTERS BENJAMIN IN BLACK ON THE
 DO0929'EAST AND WEST SIDE.
 DO0929'
 DO0929'TANK IS LOCATED 1 BLOCK SOUTHWEST OF THE COURTHOUSE IN BENJAMIN.
 DO0929'
 DO0929'STATION IS THE FINIAL OR APEX OF THE TANK.
 DO0929'
 DO0929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BENJAMIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0764 ***********************************************************************
 CC0764  DESIGNATION -  BENNETT
 CC0764  PID         -  CC0764
 CC0764  STATE/COUNTY-  TX/PECOS
 CC0764  USGS QUAD   -  DIAMOND Y SPRING SE (1974)
 CC0764
 CC0764                         *CURRENT SURVEY CONTROL
 CC0764  ___________________________________________________________________
 CC0764* NAD 83(1993)-  31 02 07.35475(N)    102 50 44.50506(W)     ADJUSTED  
 CC0764* NAVD 88     -       899.     (meters)    2949.     (feet)  SCALED    
 CC0764  ___________________________________________________________________
 CC0764  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CC0764  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CC0764
 CC0764  HORZ ORDER  -  SECOND
 CC0764
 CC0764.The horizontal coordinates were established by classical geodetic methods
 CC0764.and adjusted by the National Geodetic Survey in February 1996..
 CC0764
 CC0764.The orthometric height was scaled from a topographic map.
 CC0764
 CC0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0764
 CC0764.The geoid height was determined by GEOID03.
 CC0764
 CC0764;                    North         East     Units Scale Factor Converg.
 CC0764;SPC TX C     - 3,154,436.376   460,196.004   MT  0.99988192   -1 17 38.5
 CC0764;SPC TX C     -10,349,180.01  1,509,826.39   sFT  0.99988192   -1 17 38.5
 CC0764;UTM  13      - 3,435,516.006   705,609.830   MT  1.00012150   +1 06 39.9
 CC0764
 CC0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0764!SPC TX C     -   0.99986248  x   0.99988192  =   0.99974442
 CC0764!UTM  13      -   0.99986248  x   1.00012150  =   0.99998397
 CC0764
 CC0764|---------------------------------------------------------------------|
 CC0764| PID    Reference Object                     Distance      Geod. Az  |
 CC0764|                                                           dddmmss.s |
 CC0764| CH8389 BENNETT RM 1                          6.835 METERS 07611     |
 CC0764| CH8388 BENNETT AZ MK                                      1791823.0 |
 CC0764| CH8390 BENNETT RM 2                          7.734 METERS 30646     |
 CC0764|---------------------------------------------------------------------|
 CC0764
 CC0764                          SUPERSEDED SURVEY CONTROL
 CC0764
 CC0764  NAD 83(1986)-  31 02 07.35767(N)    102 50 44.49850(W) AD(       ) 2
 CC0764  NAD 27      -  31 02 06.81800(N)    102 50 42.94600(W) AD(       ) 2
 CC0764
 CC0764.Superseded values are not recommended for survey control.
 CC0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0764.See file dsdata.txt to determine how the superseded data were derived.
 CC0764
 CC0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0561035516(NAD 83)
 CC0764_MARKER: DS = TRIANGULATION STATION DISK
 CC0764_SETTING: 66 = SET IN ROCK OUTCROP
 CC0764
 CC0764  HISTORY     - Date     Condition        Report By
 CC0764  HISTORY     - 1943     MONUMENTED       CGS
 CC0764  HISTORY     - 1973     GOOD             USGS
 CC0764
 CC0764                          STATION DESCRIPTION
 CC0764
 CC0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0764'THE STATION IS LOCATED ON THE BENNETT RANCH, AND IS ABOUT
 CC0764'10 MILES NORTH AND 1-1/2 MILES EAST OF FT. STOCKTON, ON
 CC0764'HIGHEST POINT OF ROCKY HILL.
 CC0764'
 CC0764'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 290 AND STATE
 CC0764'HIGHWAY 82 AT NORTH EDGE OF FT. STOCKTON, GO NORTHERLY ON STATE
 CC0764'HIGHWAY 82 FOR 8.5 MILES TO BOARD GATE AND RANCH ROAD TO RIGHT.
 CC0764'FOLLOW RANCH ROAD 0.8 MILE TO FORKS.  TAKE MIDDLE FORK 1.2
 CC0764'MILES TO T ROAD LEFT WHERE THE MAIN ROAD CROSSES CATTLE GUARD,
 CC0764'JUST WEST OF RANCH BUILDINGS.  TURN LEFT ON WEST SIDE OF CATTLE
 CC0764'GUARD 0.2 MILE TO BOARD GATE ON WEST SIDE OF CORRALS.  PASS
 CC0764'THROUGH GATE AND CONTINUE ON TRACK ROAD 1 MILE TO WINDMILL.
 CC0764'FROM THIS POINT THE STATION IS ON THE HIGHEST POINT OF A FLAT
 CC0764'TOP HILL ABOUT 0.7 MILE NORTH.
 CC0764'
 CC0764'THE STATION MARK IS A STANDARD DISC WEDGED IN A DRILL HOLE IN
 CC0764'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES ABOVE
 CC0764'GROUND LEVEL.  IT IS STAMPED BENNETT 1943.
 CC0764'
 CC0764'REFERENCE MARK NO. 1 IS A STANDARD DISC WEDGED IN A DRILL
 CC0764'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  IT IS
 CC0764'STAMPED BENNETT NO 1 1943.
 CC0764'
 CC0764'REFERENCE MARK NO. 2 IS A STANDARD DISC WEDGED IN A DRILL
 CC0764'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH GROUND.  IT IS STAMPED
 CC0764'BENNETT NO 2 1943.
 CC0764'
 CC0764'THE AZIMUTH MARK IS 0.7 MILE SOUTH OF STATION, ABOUT 100
 CC0764'FEET SOUTHWEST OF WINDMILL AND 3 FEET FROM A SMALL ROCK CAIRN.
 CC0764'IT IS A STANDARD DISC WEDGED IN A DRILL HOLE IN OUTCROPPING
 CC0764'BEDROCK (A ROCK LEDGE).  IT IS STAMPED BENNETT 1943.
 CC0764'
 CC0764'A 4 FOOT STAND WAS USED FOR OBSERVATION.
 CC0764'
 CC0764'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CC0764
 CC0764                          STATION RECOVERY (1973)
 CC0764
 CC0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RJP)
 CC0764'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY 290 AND
 CC0764'STATE HWY 18 IN FT. STOCKTON, GO NORTH ON STATE HWY 18 FOR
 CC0764'8.5 MILES TO A ROAD TO THE RIGHT.  FOLLOW RANCH ROAD EAST 0.5
 CC0764'MILE TO A ROAD FORK.  TAKE LEFT FORK FOR 1.0 MILE TO ANOTHER
 CC0764'FORK NORTH OF RANCH BUILDINGS.  AGAIN TAKE THE LEFT FORK FOR
 CC0764'1.0 MILE TO THE TOP OF A RIDGE NEAR A WINDMILL TO THE EAST.
 CC0764'FROM THIS POINT THE STATION IS 0.7 MILE NORTH ON THE HIGHEST
 CC0764'POINT OF A FLAT TOP HILL.  THE AZIMUTH MARK IS IN A ROCK LEDGE
 CC0764'100 FT SW OF THE WINDMILL.  THE REST OF THE OLD DESCRIPTION
 CC0764'IS STILL VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7272 ***********************************************************************
 AC7272  DESIGNATION -  BENNETT
 AC7272  PID         -  AC7272
 AC7272  STATE/COUNTY-  TX/LAMPASAS
 AC7272  USGS QUAD   -  STAR (1979)
 AC7272
 AC7272                         *CURRENT SURVEY CONTROL
 AC7272  ___________________________________________________________________
 AC7272* NAD 83(1993)-  31 22 45.02440(N)    098 15 02.68633(W)     ADJUSTED  
 AC7272* NAVD 88     -       407.4    (meters)    1337.     (feet)  VERTCON   
 AC7272  ___________________________________________________________________
 AC7272  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 AC7272  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AC7272
 AC7272  HORZ ORDER  -  THIRD
 AC7272
 AC7272.The horizontal coordinates were established by classical geodetic methods
 AC7272.and adjusted by the National Geodetic Survey in March 1997..
 AC7272
 AC7272.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7272
 AC7272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7272
 AC7272.The geoid height was determined by GEOID03.
 AC7272
 AC7272;                    North         East     Units Scale Factor Converg.
 AC7272;SPC TX C     - 3,191,696.082   898,073.898   MT  0.99990340   +1 04 21.6
 AC7272;SPC TX C     -10,471,422.90  2,946,430.78   sFT  0.99990340   +1 04 21.6
 AC7272;UTM  14      - 3,471,867.679   571,244.657   MT  0.99966260   +0 23 24.5
 AC7272
 AC7272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7272!SPC TX C     -   0.99994013  x   0.99990340  =   0.99984354
 AC7272!UTM  14      -   0.99994013  x   0.99966260  =   0.99960275
 AC7272
 AC7272                          SUPERSEDED SURVEY CONTROL
 AC7272
 AC7272  NGVD 29 (03/17/97)  407.3    (m)         1336.     (f) VERT ANG       
 AC7272
 AC7272.Superseded values are not recommended for survey control.
 AC7272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7272.See file dsdata.txt to determine how the superseded data were derived.
 AC7272
 AC7272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7124571868(NAD 83)
 AC7272_MARKER: DS = TRIANGULATION STATION DISK
 AC7272
 AC7272  HISTORY     - Date     Condition        Report By
 AC7272  HISTORY     - 1953     MONUMENTED       USGS
 AC7272
 AC7272                          STATION DESCRIPTION
 AC7272
 AC7272'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AC7272'THE STATION IS LOCATED APPROXIMATELY 11 MI. BY RD. NW. OF THE SMALL
 AC7272'TOWN OF ADAMSVILLE, TEXAS, ON THE LANDRUM RANCH, IN A SHEEP PASTURE,
 AC7272'APPROXIMATELY 0.7 MI. NW. OF THE LANDRUM RESIDENCE, ON A LOW FALT TOP,
 AC7272'AND AT THE APPROXIMATE CENTER OF THE TOP.
 AC7272'TO REACH THE STATION FROM ADAMSVILLE, TAKE U.S. HIGHWAY 281 N. FOR 6.6
 AC7272'MI. TO A GRADED GRAVELED RD. INTERSECTION ON THE LEFT AND A CEMETERY
 AC7272'ON THE RIGHT, WHICH BEARS THE NAME --HINES CHAPEL CEMETERY--.  TURN
 AC7272'LEFT (W-SW.) ON GRAVELED RD. AND GO 2.4 MI. TO A RIGHT ANGLE TURN TO
 AC7272'THE RIGHT.  TURN RIGHT (N-NW.) AND GO 0.7 MI. TO A RIGHT ANGLE TURN TO
 AC7272'THE LEFT.  TURN LEFT (W-SW.) AND GO 1.6 MI. TO A PRIVATE RD.
 AC7272'INTERSECTION, ON RIDGE, AT THE ENTRANCE TO THE LANDRUM RANCH.  ENTER
 AC7272'RANCH THROUGH A CATTLEGUARD AND DRIVE 0.25 MI. TO THE LANDRUM
 AC7272'RESIDENCE.  DRIVE AROUND THE W. SIDE OF THE HOUSE AND A BARN AND
 AC7272'THROUGH TWO IRON GATES OF A FEED LOT JUST W. OF THE BARN.  FROM THE
 AC7272'FEED LOT TAKE A TRACK RD. NW., WHICH PASSES TO THE RIGHT OF A WINDMILL
 AC7272'AND A CONCRETE WATER TANK, 0.65 MI. TO THE STATION.
 AC7272'RECOVERED BY USGS IN 1958 AS DESCRIBED IN 1953.  STATION MARK IN GOOD
 AC7272'CONDITION.
 AC7272'STATION MARK--A USGS TABLET STAMPED---BENNETT 1953---, SET IN A
 AC7272'CONCRETE POST PROJECTING 6 IN.  STATION ELEVATION WAS STAMPED---VABM
 AC7272'1336---.
 AC7272'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1189 ***********************************************************************
 CA1189  DESIGNATION -  BENOIT
 CA1189  PID         -  CA1189
 CA1189  STATE/COUNTY-  TX/RUNNELS
 CA1189  USGS QUAD   -  BENOIT (1967)
 CA1189
 CA1189                         *CURRENT SURVEY CONTROL
 CA1189  ___________________________________________________________________
 CA1189* NAD 83(1993)-  31 47 42.58164(N)    099 48 03.12366(W)     ADJUSTED  
 CA1189* NAVD 88     -       542.1    (meters)    1779.     (feet)  VERTCON   
 CA1189  ___________________________________________________________________
 CA1189  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CA1189  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CA1189
 CA1189  HORZ ORDER  -  SECOND
 CA1189
 CA1189.The horizontal coordinates were established by classical geodetic methods
 CA1189.and adjusted by the National Geodetic Survey in February 1996..
 CA1189
 CA1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1189
 CA1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1189
 CA1189.The geoid height was determined by GEOID03.
 CA1189
 CA1189;                    North         East     Units Scale Factor Converg.
 CA1189;SPC TX C     - 3,236,084.255   750,424.562   MT  0.99997750   +0 16 27.3
 CA1189;SPC TX C     -10,617,053.09  2,462,017.92   sFT  0.99997750   +0 16 27.3
 CA1189;UTM  14      - 3,518,010.452   424,184.968   MT  0.99967089   -0 25 19.1
 CA1189
 CA1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1189!SPC TX C     -   0.99991886  x   0.99997750  =   0.99989636
 CA1189!UTM  14      -   0.99991886  x   0.99967089  =   0.99958978
 CA1189
 CA1189|---------------------------------------------------------------------|
 CA1189| PID    Reference Object                     Distance      Geod. Az  |
 CA1189|                                                           dddmmss.s |
 CA1189| CV3790 BENOIT RM 2                          10.358 METERS 07453     |
 CA1189| CV3789 BENOIT RM 1                          14.964 METERS 17224     |
 CA1189| CA1172 BUTTER                              APPROX. 8.3 KM 2172647.5 |
 CA1189|---------------------------------------------------------------------|
 CA1189
 CA1189                          SUPERSEDED SURVEY CONTROL
 CA1189
 CA1189  NAD 83(1986)-  31 47 42.58888(N)    099 48 03.10949(W) AD(       ) 2
 CA1189  NAD 27      -  31 47 42.05399(N)    099 48 01.79994(W) AD(       ) 2
 CA1189  NGVD 29 (07/19/86)  542.0    (m)         1778.     (f) VERT ANG       
 CA1189
 CA1189.Superseded values are not recommended for survey control.
 CA1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1189.See file dsdata.txt to determine how the superseded data were derived.
 CA1189
 CA1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA2418518010(NAD 83)
 CA1189_MARKER: DD = SURVEY DISK
 CA1189_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1189+WITH SETTING: INFORMATION.
 CA1189_SP_SET: PREFABRICATED CONCRETE POST
 CA1189
 CA1189  HISTORY     - Date     Condition        Report By
 CA1189  HISTORY     - 1967     MONUMENTED       USGS
 CA1189
 CA1189                          STATION DESCRIPTION
 CA1189
 CA1189'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IJB)
 CA1189'THE STATION IS LOCATED 0.9 MILE NORTH AND 1.7 MILES EAST
 CA1189'OF BENOIT VILLAGE.  5.5 MILES WEST AND 1.3 MILES NORTH OF
 CA1189'TALPA.  109 FT. NORTH-NORTHWEST OF U.S. HIGHWAY 67 AT A
 CA1189'T-INTERSECTION.  15 FEET WEST OF ROAD NORTH.  3 FEET WEST OF
 CA1189'FENCE, 3 FEET WEST OF STEEL WITNESS POST.
 CA1189'
 CA1189'TO REACH FROM BENOIT, FOLLOW U.S. HIGHWAY 67 FOR 1.9 MILES EAST
 CA1189'TO A T-INTERSECTION NORTH AND THE STATION SITE ON THE LEFT.
 CA1189'
 CA1189'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1189'STEEL ROD DRIVEN TO REFUSAL (6.5 FEET), CENTERED IN A 6
 CA1189'INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1189'GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1189'BENOIT ET 1967.
 CA1189'
 CA1189'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1189'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (7.0
 CA1189'FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CA1189'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH
 CA1189'GROUND AND STAMPED BENOIT ET 1967 NO. 1.
 CA1189'
 CA1189'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1189'CRIMPED TO COPPER COATED STEEL ROD DRIVEN TO REFUSAL (6.5
 CA1189'FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CA1189'LONG AND FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH
 CA1189'THE GROUND AND STAMPED BENOIT ET 1967 NO. 2.
 CA1189'
 CA1189'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 63.27 FEET (19.282
 CA1189'METERS).
 CA1189'
 CA1189'STATION BUTTER ET, 5.1 MILES SOUTHWEST, IS VISIBLE FROM
 CA1189'THE GROUND AND SERVES AS THE AZIMUTH MARK.
 CA1189'
 CA1189'ELEVATION = 1778.09 FEET (FLY LEVEL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0797 ***********************************************************************
 BN0797  DESIGNATION -  BENSON
 BN0797  PID         -  BN0797
 BN0797  STATE/COUNTY-  TX/MENARD
 BN0797  USGS QUAD   -  SAN AUGUSTINE DRAW (1970)
 BN0797
 BN0797                         *CURRENT SURVEY CONTROL
 BN0797  ___________________________________________________________________
 BN0797* NAD 83(1993)-  30 48 48.82695(N)    099 55 46.55518(W)     ADJUSTED  
 BN0797* NAVD 88     -       712.     (meters)    2336.     (feet)  SCALED    
 BN0797  ___________________________________________________________________
 BN0797  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 BN0797  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 BN0797
 BN0797  HORZ ORDER  -  SECOND
 BN0797
 BN0797.The horizontal coordinates were established by classical geodetic methods
 BN0797.and adjusted by the National Geodetic Survey in February 1996..
 BN0797
 BN0797.The orthometric height was scaled from a topographic map.
 BN0797
 BN0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0797
 BN0797.The geoid height was determined by GEOID03.
 BN0797
 BN0797;                    North         East     Units Scale Factor Converg.
 BN0797;SPC TX C     - 3,127,209.234   738,628.747   MT  0.99988709   +0 12 28.6
 BN0797;SPC TX C     -10,259,852.30  2,423,317.81   sFT  0.99988709   +0 12 28.6
 BN0797;UTM  14      - 3,409,309.857   411,080.824   MT  0.99969753   -0 28 34.4
 BN0797
 BN0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0797!SPC TX C     -   0.99989173  x   0.99988709  =   0.99977883
 BN0797!UTM  14      -   0.99989173  x   0.99969753  =   0.99958929
 BN0797
 BN0797|---------------------------------------------------------------------|
 BN0797| PID    Reference Object                     Distance      Geod. Az  |
 BN0797|                                                           dddmmss.s |
 BN0797| CV3792 BENSON RM 1                          36.570 METERS 05625     |
 BN0797| CV3791 BENSON AZ MK                                       1684609.0 |
 BN0797| CV3793 BENSON RM 2                          23.485 METERS 26855     |
 BN0797|---------------------------------------------------------------------|
 BN0797
 BN0797                          SUPERSEDED SURVEY CONTROL
 BN0797
 BN0797  NAD 83(1986)-  30 48 48.83434(N)    099 55 46.54142(W) AD(       ) 2
 BN0797  NAD 27      -  30 48 48.19900(N)    099 55 45.27700(W) AD(       ) 2
 BN0797
 BN0797.Superseded values are not recommended for survey control.
 BN0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0797.See file dsdata.txt to determine how the superseded data were derived.
 BN0797
 BN0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1108109310(NAD 83)
 BN0797_MARKER: DS = TRIANGULATION STATION DISK
 BN0797_SETTING: 66 = SET IN ROCK OUTCROP
 BN0797_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0797
 BN0797  HISTORY     - Date     Condition        Report By
 BN0797  HISTORY     - 1943     MONUMENTED       CGS
 BN0797
 BN0797                          STATION DESCRIPTION
 BN0797
 BN0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0797'THE STATION IS ABOUT 15 MILES SW OF MENARD, ON A FLAT ROCKY
 BN0797'RIDGE IN A FENCED PASTURE ON THE PROPERTY OF ROY BENSON.
 BN0797'IT IS 60 FEET S OF AN E-W FENCE AND 42 FEET E OF THE CENTER
 BN0797'LINE OF A N-S TRACK ROAD.  IT IS STAMPED BENSON 1943 AND
 BN0797'IS ABOUT 6 INCHES BENEATH THE SURFACE OF THE GROUND.
 BN0797'
 BN0797'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 BN0797'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BN0797'
 BN0797'REFERENCE MARK NO. 1 IS NE BY E OF THE STATION AND 1 FOOT
 BN0797'S OF THE E-W FENCE.  IT IS STAMPED BENSON NO. 1 1943 AND IS
 BN0797'ABOUT 12 INCHES BENEATH THE SURFACE OF THE GROUND.
 BN0797'
 BN0797'REFERENCE MARK NO. 2 IS W OF THE STATION, 28 FEET W OF THE
 BN0797'CENTER LINE OF THE TRACK ROAD, 2 FEET SSE OF A WHITE REFERENCE
 BN0797'POST AND 1 FOOT E OF A N-S FENCE.  IT IS STAMPED BENSON NO.
 BN0797'2 1943 AND IS ABOUT 6 INCHES BENEATH THE SURFACE OF THE GROUND.
 BN0797'
 BN0797'THE AZIMUTH MARK IS ABOUT 0.4 MILE S BY E OF THE STATION,
 BN0797'IN THE SW ANGLE OF A ROAD INTERSECTION, 45 FEET S OF THE
 BN0797'E-W ROAD, 15 FEET SW OF THE CENTER LINE OF A CURVE IN THE
 BN0797'N-S ROAD AND 4 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED
 BN0797'BENSON 1943 AND IS ABOUT 6 INCHES BENEATH THE SURFACE OF
 BN0797'THE GROUND.
 BN0797'
 BN0797'TO REACH THE STATION FROM MENARD GO S ON U.S. HIGHWAY 83
 BN0797'FOR 0.75 MILE AND TAKE A GRAVELED RIGHT FORK OFF THE HIGHWAY.
 BN0797'GO 6.8 MILES AND TAKE ANOTHER RIGHT FORK.  GO 5.8 MILES AND
 BN0797'TURN RIGHT ACROSS A CATTLE GUARD.  GO W FOR 1.8 MILES TO
 BN0797'A CROSSROADS INTERSECTION AND THE AZIMUTH MARK IN THE SW ANGLE
 BN0797'OF THE INTERSECTION.  TURN RIGHT, N, AND GO 0.4 MILE TO
 BN0797'THE STATION ON THE E SIDE OF THE ROAD AND JUST BEFORE THE ROAD
 BN0797'PASSES THROUGH A GATE IN AN E-W FENCE.
 BN0797'
 BN0797'A 37-FOOT SIGNAL AT LACKEY IS VISIBLE AT 37 FEET.  64-FOOT
 BN0797'SIGNALS AT NEIL AND LEGGETT ARE VISIBLE AT 37 FEET.  A 64-FOOT
 BN0797'SIGNAL AT MORAS IS VISIBLE AT 64 FEET.  A 64-FOOT SIGNAL AT
 BN0797'ELLIS IS VISIBLE AT 37 FEET.  77-FOOT SIGNALS AT BAKER AND
 BN0797'SPILLER ARE VISIBLE AT 37 FEET.
 BN0797'
 BN0797'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0680 ***********************************************************************
 AO0680  DESIGNATION -  BENZ
 AO0680  PID         -  AO0680
 AO0680  STATE/COUNTY-  TX/LA SALLE
 AO0680  USGS QUAD   -  LOS ANGELES (1974)
 AO0680
 AO0680                         *CURRENT SURVEY CONTROL
 AO0680  ___________________________________________________________________
 AO0680* NAD 83(1993)-  28 29 32.26423(N)    099 01 52.39905(W)     ADJUSTED  
 AO0680* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 AO0680  ___________________________________________________________________
 AO0680  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AO0680  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AO0680
 AO0680  HORZ ORDER  -  FIRST
 AO0680
 AO0680.The horizontal coordinates were established by classical geodetic methods
 AO0680.and adjusted by the National Geodetic Survey in February 1996..
 AO0680
 AO0680.The orthometric height was scaled from a topographic map.
 AO0680
 AO0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0680
 AO0680.The geoid height was determined by GEOID03.
 AO0680
 AO0680;                    North         East     Units Scale Factor Converg.
 AO0680;SPC TXSC     - 4,073,033.536   596,943.110   MT  0.99997051   -0 00 55.1
 AO0680;SPC TXSC     -13,362,944.19  1,958,470.85   sFT  0.99997051   -0 00 55.1
 AO0680;UTM  14      - 3,151,738.836   496,944.243   MT  0.99960012   -0 00 53.6
 AO0680
 AO0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0680!SPC TXSC     -   0.99998147  x   0.99997051  =   0.99995198
 AO0680!UTM  14      -   0.99998147  x   0.99960012  =   0.99958159
 AO0680
 AO0680|---------------------------------------------------------------------|
 AO0680| PID    Reference Object                     Distance      Geod. Az  |
 AO0680|                                                           dddmmss.s |
 AO0680| CV3795 BENZ RM 1                            28.023 METERS 05821     |
 AO0680| AO0681 VORTAC COTULLA COT                  APPROX. 9.2 KM 2483526.8 |
 AO0680| CV3796 BENZ RM 2                            23.272 METERS 30701     |
 AO0680| CV3794 BENZ AZ MK                                         3434452.2 |
 AO0680|---------------------------------------------------------------------|
 AO0680
 AO0680                          SUPERSEDED SURVEY CONTROL
 AO0680
 AO0680  NAD 83(1986)-  28 29 32.26434(N)    099 01 52.37607(W) AD(       ) 1
 AO0680  NAD 27      -  28 29 31.30400(N)    099 01 51.27200(W) AD(       ) 1
 AO0680
 AO0680.Superseded values are not recommended for survey control.
 AO0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0680.See file dsdata.txt to determine how the superseded data were derived.
 AO0680
 AO0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9694451739(NAD 83)
 AO0680_MARKER: DS = TRIANGULATION STATION DISK
 AO0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0680
 AO0680  HISTORY     - Date     Condition        Report By
 AO0680  HISTORY     - 1935     MONUMENTED       CGS
 AO0680  HISTORY     - 1937     GOOD             TXHD
 AO0680  HISTORY     - 1952     GOOD             CGS
 AO0680  HISTORY     - 1953     GOOD             CGS
 AO0680  HISTORY     - 1974     GOOD             USGS
 AO0680
 AO0680                          STATION DESCRIPTION
 AO0680
 AO0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0680'STATION IS LOCATED 2-1/4 MILES NW OFF LOS ANGELES, AND 13
 AO0680'MILES ENE OF COTULLA.  ON THE LAND OF MR. E.M. BENZ, ON
 AO0680'TOP OF A CLEARED KNOLL, 1/2 MILE WNW OF THE BENZ HOME, AND
 AO0680'0.6 MILE S OF THE LOS ANGELES-MILLET ROAD.  MARK PROJECTS
 AO0680'6 INCHES ABOVE GROUND.
 AO0680'
 AO0680'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0680'BRONZE DISKS SET IN CONCRETE.
 AO0680'
 AO0680'REFERENCE MARK NO.1 IS NE OF STATION, AND PROJECTS 6 INCHES
 AO0680'ABOVE THE GROUND.
 AO0680'
 AO0680'REFERENCE MARK NO. 2 IS NW OF STATION, AND PROJECTS 6 INCHES
 AO0680'ABOVE THE GROUND.
 AO0680'
 AO0680'AZIMUTH MARK IS 0.6 MILE WNW OF STATION, 21 FEET S OF CENTER
 AO0680'LINE OF DIRT OF ROAD, 1 FOOT S AND 2 FEET E OF GATE TO PASTURE
 AO0680'ROAD.  MARK PROJECTS 6 INCHES ABOVE GROUND.  TO REACH FROM
 AO0680'STATION, GO 0.15 MILE NE TO DIM ROAD, TURN LEFT AND FOLLOW
 AO0680'ROAD 0.5 MILE NNW TO GATE AND AZIMUTH MARK ON RIGHT.
 AO0680'
 AO0680'TO REACH STATION FROM THE RAILROAD STATION IN LOS ANGELES.
 AO0680'GO ESE ALONG RAILROAD FOR 0.25 MILE, TURN LEFT (N) AND CROSS
 AO0680'RAILROAD FOR 0.9 MILE, THEN PASS THRU ANOTHER CATTLE GUARD AND
 AO0680'TURN LEFT (W) AND GO 2.2 MILES, THEN PASS THRU ANOTHER CATTLE
 AO0680'GUARD AND TURN LEFT (W) FOR 1.3 MILES, TURN LEFT THRU PLANK GATE
 AO0680'AT TOP OF GRADE AND FOLLOW DIM ROAD SSE FOR 0.5 MILE, TURN
 AO0680'RIGHT AND GO 0.15 MILE SW TO TOP OF KNOLL AND STATION.
 AO0680'
 AO0680'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0680
 AO0680                          STATION RECOVERY (1937)
 AO0680
 AO0680'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AO0680'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 AO0680'CONDITION AND AS DESCRIBED.  DIRECTIONS FOR LOCATING STATION
 AO0680'ARE GOOD.  THE GATE WHICH IS PASSED 0.65 MILE BEFORE REACHING
 AO0680'STATION IS NOW SEALED UP.
 AO0680
 AO0680                          STATION RECOVERY (1952)
 AO0680
 AO0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 AO0680'STATION MARK AND BOTH REFERENCE MARKS WERE FOUND AS DESCRIBED
 AO0680'IN 1935 BY C.I.A. AND ARE IN GOOD CONDITION.  AZIMUTH MARK
 AO0680'WAS NOT LOCATED.  THE ORIGINAL DESCRIPTION TO REACH THE
 AO0680'STATION IS ADEQUATE.
 AO0680
 AO0680                          STATION RECOVERY (1953)
 AO0680
 AO0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0680'ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AO0680'
 AO0680'A NEW DESCRIPTION TO REACH THE STATION IS AS FOLLOWS--
 AO0680'
 AO0680'REACHED FROM THE JUNCTION OF STATE ROUTE 97 AND FARM ROAD
 AO0680'468 IN LOS ANGELES, BY GOING WEST ON ROUTE 97 FOR 1.45 MILES
 AO0680'TO A TRAIL ROAD RIGHT, JUST BEFORE ARRIVING AT A SMALL BRIDGE.
 AO0680'TURN RIGHT, PASS THROUGH WIRE GATE AND FOLLOW TRAIL ROAD FOR
 AO0680'0.8 MILES TO RAILROAD.  CROSS TRACKS AND CONTINUE NORTHERLY
 AO0680'ON TRAIL ROAD FOR 0.85 MILES TO A FORK WHICH IS ABOUT 75
 AO0680'YARDS AFTER PASSING AN OLD DILAPIDATED HOUSE ON RIGHT AND
 AO0680'ABOUT 75 YARDS BEFORE ARRIVING AT A WIRE GATE.  TAKE THE LEFT
 AO0680'FORK AND GO 0.05 MILES TO A WOOD BRIDGE AND A GATE.  PASS
 AO0680'THROUGH GATE AND TAKE THE MIDDLE FORK, STRAIGHT AHEAD,
 AO0680'WESTERLY, FOR ABOUT 0.5 MILES.  THEN LEAVE ROAD, ANGLE TO THE
 AO0680'RIGHT AND GO NORTHWEST ABOUT 0.15 MILES TO TOP OF A
 AO0680'MOSTLY BARE HILL AND STATION.
 AO0680
 AO0680                          STATION RECOVERY (1974)
 AO0680
 AO0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (AWL)
 AO0680'1.45 MI. NW OF LOS ANGELES ALONG FARM RD. 469.  THENCE 1.6
 AO0680'MI. WESTERLY ALONG A PRIVATE RD., TO A POINT ABOUT 0.7 MI.
 AO0680'NW OF RANCH BUILDINGS AND END OF TRUCK TRAVEL.  PACK APPROX.
 AO0680'600 FT. NORTH TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1949 ***********************************************************************
 AY1949  DESIGNATION -  BERGHEIM
 AY1949  PID         -  AY1949
 AY1949  STATE/COUNTY-  TX/KENDALL
 AY1949  USGS QUAD   -  BERGHEIM (1973)
 AY1949
 AY1949                         *CURRENT SURVEY CONTROL
 AY1949  ___________________________________________________________________
 AY1949* NAD 83(1993)-  29 49 20.36545(N)    098 34 54.00274(W)     ADJUSTED  
 AY1949* NAVD 88     -       456.     (meters)    1496.     (feet)  SCALED    
 AY1949  ___________________________________________________________________
 AY1949  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 AY1949  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AY1949
 AY1949  HORZ ORDER  -  THIRD
 AY1949
 AY1949.The horizontal coordinates were established by classical geodetic methods
 AY1949.and adjusted by the National Geodetic Survey in February 1996..
 AY1949
 AY1949.The orthometric height was scaled from a topographic map.
 AY1949
 AY1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1949
 AY1949.The geoid height was determined by GEOID03.
 AY1949
 AY1949;                    North         East     Units Scale Factor Converg.
 AY1949;SPC TXSC     - 4,220,507.445   640,430.904   MT  0.99989931   +0 12 17.8
 AY1949;SPC TXSC     -13,846,781.51  2,101,147.06   sFT  0.99989931   +0 12 17.8
 AY1949;SPC TX C     - 3,018,589.511   869,320.496   MT  1.00009157   +0 54 08.0
 AY1949;SPC TX C     - 9,903,489.09  2,852,095.66   sFT  1.00009157   +0 54 08.0
 AY1949;UTM  14      - 3,299,171.031   540,419.071   MT  0.99962016   +0 12 29.0
 AY1949
 AY1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1949!SPC TXSC     -   0.99993218  x   0.99989931  =   0.99983150
 AY1949!SPC TX C     -   0.99993218  x   1.00009157  =   1.00002375
 AY1949!UTM  14      -   0.99993218  x   0.99962016  =   0.99955237
 AY1949
 AY1949|---------------------------------------------------------------------|
 AY1949| PID    Reference Object                     Distance      Geod. Az  |
 AY1949|                                                           dddmmss.s |
 AY1949| CV3798 BERGHEIM RM 1                         6.968 METERS 03626     |
 AY1949| CV3797 BERGHEIM AZ MK                                     0420515.6 |
 AY1949| CV3799 BERGHEIM RM 2                         9.370 METERS 21627     |
 AY1949|---------------------------------------------------------------------|
 AY1949
 AY1949                          SUPERSEDED SURVEY CONTROL
 AY1949
 AY1949  NAD 83(1986)-  29 49 20.37161(N)    098 34 53.98663(W) AD(       ) 3
 AY1949  NAD 27      -  29 49 19.58290(N)    098 34 52.91440(W) AD(       ) 3
 AY1949
 AY1949.Superseded values are not recommended for survey control.
 AY1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1949.See file dsdata.txt to determine how the superseded data were derived.
 AY1949
 AY1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4041999171(NAD 83)
 AY1949_MARKER: DS = TRIANGULATION STATION DISK
 AY1949_SETTING: 66 = SET IN ROCK OUTCROP
 AY1949
 AY1949  HISTORY     - Date     Condition        Report By
 AY1949  HISTORY     - 1956     MONUMENTED       CGS
 AY1949  HISTORY     - 1964     GOOD             USGS
 AY1949  HISTORY     - 1969     GOOD             LOCENG
 AY1949  HISTORY     - 19940302 MARK NOT FOUND   USPSQD
 AY1949
 AY1949                          STATION DESCRIPTION
 AY1949
 AY1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1949'THE STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF BOERNE,
 AY1949'ABOUT 0.55 MILE SOUTHWEST OF THE POST OFFICE AT BERGHEIM,
 AY1949'43 FEET NORTH OF THE CENTERLINE OF FARM ROAD 475, 7 FEET SOUTHWEST
 AY1949'OF A WHITE 4 IN BY 4 IN WITNESS POST AND 6 FEET SOUTH OF A WIRE
 AY1949'FENCE.
 AY1949'
 AY1949'TO REACH FROM BOERNE.  GO EASTERLY, ON FARM ROAD 475, FOR 9.5
 AY1949'MILES TO THE HIGH GROUND AND THE STATION ON THE LEFT HAND SIDE
 AY1949'OF THE ROAD.
 AY1949'
 AY1949'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 AY1949'AND THE DISK IS STAMPED BERGHEIM 1956.
 AY1949'
 AY1949'REFERENCE MARK 1 IS 40 FEET NORTH OF THE CENTERLINE OF FARM ROAD
 AY1949'475 AND 1 FOOT SOUTH OF A WIRE FENCE.  IT PROJECTS 1 INCH,
 AY1949'AND THE DISK IS STAMPED BERGHEIM NO 1 1956.
 AY1949'
 AY1949'REFERENCE MARK 2 IS 34 FEET NORTH OF THE CENTERLINE OF FARM
 AY1949'ROAD 475 AND 10 FEET SOUTH OF A WIRE FENCE.  IT IS FLUSH WITH
 AY1949'THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED BERGHEIM NO
 AY1949'2 1956.
 AY1949'
 AY1949'THE AZIMUTH MARK IS AT THE WEST EDGE OF THE VILLAGE OF BERGHEIM,
 AY1949'44 FEET NORTH OF THE CENTERLINE OF FARM ROAD 475, 9 FEET SOUTH
 AY1949'OF A WIRE FENCE AND 8 FEET SOUTH OF A WHITE 4 IN BY 4 IN WITNESS
 AY1949'POST.  IT IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 AY1949'IS STAMPED BERGHEIM 1956.
 AY1949
 AY1949                          STATION RECOVERY (1964)
 AY1949
 AY1949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1949'ALTHOUGH THE STATION IS LOCATED ON THE W EDGE OF THE VILLAGE OF
 AY1949'BERGHEIM AND IS LISTED AS BERGHEIM.  THE STATION, BOTH REFERENCE
 AY1949'MARKS, AND THE AZIMUTH MARK ARE STAMPED ERGHEIM.  OTHERWISE,
 AY1949'ALL MARKS WERE FOUND IN GOOD CONDITION.
 AY1949
 AY1949                          STATION RECOVERY (1969)
 AY1949
 AY1949'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (WM)
 AY1949'BERGHEIM 1956 RECOVERED GOOD, STATION, REF. MARKS AND AZIMUTH MARKS
 AY1949'RECOVERED IN GOOD CONDITION.  PRESENT DESCRIPTION IS STILL ADEQUATE.
 AY1949'STATION AND AZIMUTH MARKS OR STANDARD DISCS SET IN DRILL HOLES IN
 AY1949'ROCK OUTCROP.  WITNESS POSTS HAVE BEEN DESTROYED.
 AY1949
 AY1949                          STATION RECOVERY (1994)
 AY1949
 AY1949'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0910 ***********************************************************************
 BM0910  PACS        -  This is a Primary Airport Control Station.
 BM0910  DESIGNATION -  BERGS
 BM0910  PID         -  BM0910
 BM0910  STATE/COUNTY-  TX/TRAVIS
 BM0910  USGS QUAD   -  MONTOPOLIS (1988)
 BM0910
 BM0910                         *CURRENT SURVEY CONTROL
 BM0910  ___________________________________________________________________
 BM0910* NAD 83(1993)-  30 11 23.54026(N)    097 39 53.45311(W)     ADJUSTED  
 BM0910* NAVD 88     -       146.46   (meters)     480.5    (feet)  GPS OBS   
 BM0910  ___________________________________________________________________
 BM0910  X           -    -735,954.948 (meters)                     COMP
 BM0910  Y           -  -5,468,505.974 (meters)                     COMP
 BM0910  Z           -   3,188,644.958 (meters)                     COMP
 BM0910  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 BM0910  ELLIP HEIGHT-         120.30  (meters)          (10/24/00) GPS OBS
 BM0910  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BM0910
 BM0910  HORZ ORDER  -  B
 BM0910  ELLP ORDER  -  FOURTH    CLASS II
 BM0910
 BM0910.This mark is at Bergstrom Ars (BSM) Airport (BSM)
 BM0910
 BM0910.The horizontal coordinates were established by GPS observations
 BM0910.and adjusted by the National Geodetic Survey in February 1996..
 BM0910
 BM0910.The orthometric height was determined by GPS observations and a
 BM0910.high-resolution geoid model.
 BM0910
 BM0910.GPS derived orthometric heights for airport stations designated as
 BM0910.PACS or SACS are published to 2 decimal places.  This maintains
 BM0910.centimeter relative accuracy between the PACS and SACS.  It does
 BM0910.not indicate centimeter accuracy relative to other marks which are
 BM0910.part of the NAVD 88 network.
 BM0910
 BM0910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM0910
 BM0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0910
 BM0910.The ellipsoidal height was determined by GPS observations
 BM0910.and is referenced to NAD 83.
 BM0910
 BM0910.The geoid height was determined by GEOID03.
 BM0910
 BM0910;                    North         East     Units Scale Factor Converg.
 BM0910;SPC TX C     - 3,061,083.472   956,951.204   MT  0.99998126   +1 22 27.9
 BM0910;SPC TX C     -10,042,904.69  3,139,597.41   sFT  0.99998126   +1 22 27.9
 BM0910;SPC TXSC     - 4,261,910.032   728,571.806   MT  0.99997434   +0 39 14.8
 BM0910;SPC TXSC     -13,982,616.50  2,390,322.67   sFT  0.99997434   +0 39 14.8
 BM0910;UTM  14      - 3,340,578.215   628,532.260   MT  0.99980382   +0 40 17.4
 BM0910
 BM0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0910!SPC TX C     -   0.99998111  x   0.99998126  =   0.99996237
 BM0910!SPC TXSC     -   0.99998111  x   0.99997434  =   0.99995545
 BM0910!UTM  14      -   0.99998111  x   0.99980382  =   0.99978493
 BM0910
 BM0910:                Primary Azimuth Mark                     Grid Az
 BM0910:SPC TX C     -  BERGS 1961 AZ MK                         033 27 33.9
 BM0910:SPC TXSC     -  BERGS 1961 AZ MK                         034 10 47.0
 BM0910:UTM  14      -  BERGS 1961 AZ MK                         034 09 44.4
 BM0910
 BM0910|---------------------------------------------------------------------|
 BM0910| PID    Reference Object                     Distance      Geod. Az  |
 BM0910|                                                           dddmmss.s |
 BM0910| BM0911 BERGS 1961 AZ MK                    APPROX. 1.4 KM 0345001.8 |
 BM0910| CV3800 BERGS RM 1                           22.550 METERS 06653     |
 BM0910| CV3801 BERGS RM 2                           22.501 METERS 19323     |
 BM0910| BM0919 AUSTIN ST ED UNIV BLDG SPIRE        APPROX. 9.7 KM 2965358.9 |
 BM0910| BM0913 BERGSTROM AFB CHAPEL CROSS          APPROX. 2.1 KM 3584557.9 |
 BM0910|---------------------------------------------------------------------|
 BM0910
 BM0910                          SUPERSEDED SURVEY CONTROL
 BM0910
 BM0910  ELLIP H (02/20/96)  120.45   (m)                       GP(       ) 3 2
 BM0910  NAD 83(1993)-  30 11 23.53946(N)    097 39 53.45347(W) AD(       ) 3
 BM0910  NAD 83(1986)-  30 11 23.55828(N)    097 39 53.43493(W) AD(       ) 3
 BM0910  NAD 27      -  30 11 22.79530(N)    097 39 52.42860(W) AD(       ) 3
 BM0910
 BM0910.Superseded values are not recommended for survey control.
 BM0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0910.See file dsdata.txt to determine how the superseded data were derived.
 BM0910
 BM0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2853240578(NAD 83)
 BM0910_MARKER: DS = TRIANGULATION STATION DISK
 BM0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0910_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM0910_STAMPING: BERGS 1961
 BM0910_MARK LOGO: CGS   
 BM0910_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0910+STABILITY: SURFACE MOTION
 BM0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0910+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2001
 BM0910
 BM0910  HISTORY     - Date     Condition        Report By
 BM0910  HISTORY     - 1961     MONUMENTED       CGS
 BM0910  HISTORY     - 1965     GOOD             CGS
 BM0910  HISTORY     - 1969     GOOD             USAF
 BM0910  HISTORY     - 1984     GOOD             DMA
 BM0910  HISTORY     - 1984     GOOD             TXHD
 BM0910  HISTORY     - 19960321 GOOD             NGS
 BM0910  HISTORY     - 20010305 GOOD             NGS
 BM0910
 BM0910                          STATION DESCRIPTION
 BM0910
 BM0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 BM0910'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE BERGSTROM
 BM0910'AIR FORCE BASE, 7 MILES AIRLINE SOUTHEAST OF AUSTIN AND
 BM0910'1 MILE EAST OF U.S. HIGHWAY 183.
 BM0910'
 BM0910'TO REACH THE STATION AND THE AZIMUTH MARK FROM THE BERGSTROM
 BM0910'AIR FORCE BASE, BANK AND POST OFFICE, GO SOUTHEAST ON THIRD
 BM0910'STREET FOR 0.3 MILE TO GATE NUMBER 30, WHICH IS AT THE STOCKADE,
 BM0910'PASS THROUGH THE GATE AND CONTINUE FOR 0.3 MILE TO THE AZIMUTH
 BM0910'MARK ON THE RIGHT, JUST BEFORE THE ROAD TURNS RIGHT.  TURN
 BM0910'RIGHT, SOUTH ON THE TAXI STRIP AND GO FOR 0.85 MILE TO THE
 BM0910'SHOP BUILDING, TURN LEFT, EAST, KEEPING TO THE LEFT OF THE
 BM0910'BUILDINGS AND GO FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 BM0910'
 BM0910'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 BM0910'12-INCH ROUND CONCRETE MONUMENT, WHICH IS SET FLUSH AND IS
 BM0910'STAMPED BERGS 1961.  IT IS 96 FEET WEST OF A POWER LINE POLE
 BM0910'AND 74 FEET NORTH OF A POWER LINE POLE.
 BM0910'
 BM0910'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE TOP OF A
 BM0910'12-INCH SQUARE CONCRETE MONUMENT, WHICH IS SET FLUSH AND IS
 BM0910'STAMPED BERGS NO 1 1961.  IT IS SET BY A POWER LINE POLE.
 BM0910'
 BM0910'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A
 BM0910'12-INCH SQUARE CONCRETE MONUMENT, WHICH IS SET FLUSH AND IS
 BM0910'STAMPED BERGS NO 2 1961.  IT IS SET BY A POWER LINE POLE.
 BM0910'
 BM0910'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 BM0910'12-INCH SQUARE CONCRETE MONUMENT, WHICH IS SET FLUSH AND IS
 BM0910'STAMPED BERGS 1961.  IT IS 299.4 FEET WEST OF THE EAST SECURITY
 BM0910'FENCE, 54 FEET NORTH OF A POWER LINE POLE AND 10.6 FEET EAST
 BM0910'OF THE WEST EDGE OF THE TAXI STRIP.
 BM0910
 BM0910                          STATION RECOVERY (1965)
 BM0910
 BM0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 BM0910'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 BM0910'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 BM0910
 BM0910                          STATION RECOVERY (1969)
 BM0910
 BM0910'RECOVERY NOTE BY US AIR FORCE 1969
 BM0910'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 BM0910'RECOVERED IN GOOD CONDITION.
 BM0910'
 BM0910'ROUTE DESCRIPTION WAS ADEQUATE.
 BM0910
 BM0910                          STATION RECOVERY (1984)
 BM0910
 BM0910'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (TC)
 BM0910'BERGS 1961 RECOVERED GOOD.
 BM0910'
 BM0910'RECOVERED AS DESCRIBED.
 BM0910'
 BM0910'BERGS NO 1 1961 RECOVERED GOOD.
 BM0910'
 BM0910'BERGS NO 2 1961 RECOVERED GOOD.
 BM0910'
 BM0910'RECOVERED AS DESCRIBED.
 BM0910
 BM0910                          STATION RECOVERY (1984)
 BM0910
 BM0910'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (WEH)
 BM0910'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BM0910'AZIMUTH MARK NOT SEARCHED FOR.
 BM0910
 BM0910                          STATION RECOVERY (1996)
 BM0910
 BM0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996
 BM0910'THIS AIRPORT IS LOCATED 7 MILES (11.3 KM) SOUTHEAST OF AUSTIN AND 1
 BM0910'MILE (1.6 KM) EAST OF HIGHWAY 183, AT THE AUSTIN-BERGSTRUM
 BM0910'INTERNATIONAL AIRPORT.  FOR ACCESS TO THIS STATION, CONTACT MR. SCOTT
 BM0910'MADOLE- COORDINATOR FOR THE NEW AIRPORT PROJECT TEAM.  2901
 BM0910'PRESIDENTIAL BLVD.  AUSTIN TEXAS, 78719 PHONE- (512) 369-6650.  TO
 BM0910'REACH THIS STATION FROM THE INTERSECTION OF STATE HIGHWAY 71 EAST AND
 BM0910'PRESIDENTIAL BLVD.  DRIVE SOUTH ON PRESIDENTIAL BLVD.  FOR 0.25 MILES
 BM0910'(0.40 KM) (PASSING THROUGH AN ACCESS CONTROL GATE) TO THE INTERSECTION
 BM0910'OF GOLF COURSE AND PRESIDENTIAL, TURN LEFT (EAST) AND CONTINUE FOR 0.6
 BM0910'MILES (1.0 KM) TO THE INTERSECTION OF JOHNSON RD. TURN RIGHT (SOUTH)
 BM0910'AND CONTINUE FOR 0.85 MILES (1.37 KM) TO THE INTERSECTION OF METAL
 BM0910'ROAD AND TURN LEFT (EAST) AND CONTINUE FOR 0.15 MILES (0.24 KM) TO A
 BM0910'SERVICE ROAD ADJACENT TO AND WEST OF BUILDING NUMBER 4582.  TURN LEFT
 BM0910'(NORTH) ONTO THE SERVICE ROAD AND CONTINUE FOR 0.05 MILE (0.08 KM) TO
 BM0910'THE STATION ON THE LEFT (47.5 FT.  WEST OF A FIRE HYDRANT) .  THE
 BM0910'STATION IS 170 FEET (51.8 M) ENE OF THE CORNER OF BUILDING 4586 (AT
 BM0910'THE WASH RACK) , 75.8 FEET (23.1 M) NNW OF A TELEPHONE POLE, AND 47.5
 BM0910'FEET (14.5 M) WEST OF A FIRE HYDRANT.  THIS IS A PAC STATION.
 BM0910
 BM0910                          STATION RECOVERY (2001)
 BM0910
 BM0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRL)
 BM0910'THE STATION IS LOCATED IN SOUTHEAST AUSTIN AT THE BEGSTROM
 BM0910'INTERNATIONAL AIRPORT AND ABOUT 0.15 MI SOUTH OF THE ATCT IN A
 BM0910'GRASS AREA OUTSIDE OF THE AIRPORT SECURE AREA AND IN A SECTION OF
 BM0910'THE AIRPORT USED BY THE NATIONAL GUARD. OWNERSHIP CITY OF AUSTIN,
 BM0910'DEPARTMENT OF AVIATION, 3600 PRESIDENTIAL BLVD, STE 508, AUSTIN TX.
 BM0910'78719. CONTACT ALFRED (AL) GALLARDO AIRPORT OPERATIONS (512)
 BM0910'530-7534
 BM0910'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 183 AND
 BM0910'STATE HIGHWAY 71 ON THE SOUTH SIDE OF AUSTIN, GO SOUTH ON US
 BM0910'HIGHWAY 183 FOR 2.7 MI TO A INTERSECTION, TURN LEFT AND GO
 BM0910'WESTERLY ON BURLESON  ROAD FOR 1.3 MI TO A INTERSECTION, TURN LEFT
 BM0910'AND GO NORTHERLY ON GENERAL AVIATION AVENUE FOR 1.45 MI TO A ROAD
 BM0910'LEFT, TURN LEFT AND GO WEST ON THE PAVED ROAD FOR 0.1 MI TO A
 BM0910'T-JUNCTION, TURN LEFT AND GO SOUTHWEST ON BERGSTROM ROAD FOR
 BM0910'0.15 MI TO A INTERSECTION, TURN LEFT AND GO SOUTH ON MAINTENANCE
 BM0910'ROAD FOR 0.2 MI TO A ROAD LEFT AND BUILDING 4582, TURN LEFT AND GO
 BM0910'NORTHEAST ON THE PAVED ROAD FOR 0.05 MI TO THE END OF THE
 BM0910'PAVEMENT, A FIRE HYDRANT AND THE STATION ON THE LEFT.
 BM0910'THE STATION IS  139.3 FT SOUTH OF A POWER LINE POLE, 119.3 FT SOUTH OF
 BM0910'A POWER LINE POLE,  75.8 FT NW OF A TELEPHONE POLE,  47.5 FT WEST OF A
 BM0910'FIRE HYDRANT, 3.5 FT EAST OF A T-POST, 3.5 FT WEST OF A T-POST AND
 BM0910'FLUSH WITH THE GROUND.  THIS IS THE PRIMARY AIRPORT CONTROL
 BM0910'STATION.
 BM0910' 
 BM0910' 
 BM0910' 
 BM0910'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0913 ***********************************************************************
 BM0913  DESIGNATION -  BERGSTROM AFB CHAPEL CROSS
 BM0913  PID         -  BM0913
 BM0913  STATE/COUNTY-  TX/TRAVIS
 BM0913  USGS QUAD   -  MONTOPOLIS (1988)
 BM0913
 BM0913                         *CURRENT SURVEY CONTROL
 BM0913  ___________________________________________________________________
 BM0913* NAD 83(1993)-  30 12 31.26504(N)    097 39 55.13261(W)     ADJUSTED  
 BM0913* NAVD 88     -                                                        
 BM0913  ___________________________________________________________________
 BM0913  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 BM0913  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BM0913
 BM0913  HORZ ORDER  -  THIRD
 BM0913
 BM0913.This mark is at Bergstrom Ars (BSM) Airport (BSM)
 BM0913
 BM0913.The horizontal coordinates were established by classical geodetic methods
 BM0913.and adjusted by the National Geodetic Survey in February 1996..
 BM0913
 BM0913
 BM0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0913
 BM0913.The geoid height was determined by GEOID03.
 BM0913
 BM0913;                    North         East     Units Scale Factor Converg.
 BM0913;SPC TX C     - 3,063,167.219   956,856.278   MT  0.99997671   +1 22 27.1
 BM0913;SPC TX C     -10,049,741.12  3,139,285.97   sFT  0.99997671   +1 22 27.1
 BM0913;SPC TXSC     - 4,263,994.803   728,503.084   MT  0.99997929   +0 39 14.0
 BM0913;SPC TXSC     -13,989,456.28  2,390,097.20   sFT  0.99997929   +0 39 14.0
 BM0913;UTM  14      - 3,342,662.604   628,462.910   MT  0.99980360   +0 40 17.9
 BM0913
 BM0913                          SUPERSEDED SURVEY CONTROL
 BM0913
 BM0913  NAD 83(1986)-  30 12 31.28380(N)    097 39 55.11423(W) AD(       ) 4
 BM0913  NAD 27      -  30 12 30.52290(N)    097 39 54.10740(W) AD(       ) 3
 BM0913
 BM0913.Superseded values are not recommended for survey control.
 BM0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0913.See file dsdata.txt to determine how the superseded data were derived.
 BM0913
 BM0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2846342663(NAD 83)
 BM0913_MARKER: 91 = CHURCH CROSS
 BM0913
 BM0913  HISTORY     - Date     Condition        Report By
 BM0913  HISTORY     - 1961     FIRST OBSERVED   CGS
 BM0913  HISTORY     - 1969     GOOD             USAF
 BM0913  HISTORY     - 1973     GOOD             NGS
 BM0913  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 BM0913
 BM0913                          STATION DESCRIPTION
 BM0913
 BM0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 BM0913'THE STATION IS THE BERGSTROM AFB CHAPEL.  IT IS BUILDING
 BM0913'NUMBER T-2226 AND IS LOCATED AT THE CORNER OF AVENUE E AND
 BM0913'4 TH STREET, ON THE BERGSTROM AIR FORCE BASE.  THE POINT
 BM0913'OF INTERSECTION WAS THE CROSS ON TOP.
 BM0913
 BM0913                          STATION RECOVERY (1969)
 BM0913
 BM0913'RECOVERY NOTE BY US AIR FORCE 1969
 BM0913'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BM0913
 BM0913                          STATION RECOVERY (1973)
 BM0913
 BM0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 BM0913'RECOVERED AS DESCRIBED.
 BM0913
 BM0913                          STATION RECOVERY (1983)
 BM0913
 BM0913'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRC)
 BM0913'STATION DESTROYED.  BUILDING T-2226, LOCATED AT THE CORNER OF
 BM0913'AVENUE E AND 4TH STREET, IS THE BASE EDUCATION OFFICE.  THERE IS
 BM0913'NO CROSS ON TOP OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0702 ***********************************************************************
 BL0702  DESIGNATION -  BERING
 BL0702  PID         -  BL0702
 BL0702  STATE/COUNTY-  TX/POLK
 BL0702  USGS QUAD   -  CORRIGAN (1984)
 BL0702
 BL0702                         *CURRENT SURVEY CONTROL
 BL0702  ___________________________________________________________________
 BL0702* NAD 83(1993)-  30 53 31.21896(N)    094 50 17.67698(W)     ADJUSTED  
 BL0702* NAVD 88     -       107.72   (+/-2cm)     353.4    (feet)  VERTCON   
 BL0702  ___________________________________________________________________
 BL0702  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BL0702  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0702
 BL0702  HORZ ORDER  -  SECOND
 BL0702  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0702
 BL0702.The horizontal coordinates were established by classical geodetic methods
 BL0702.and adjusted by the National Geodetic Survey in February 1996..
 BL0702
 BL0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0702.The vertical order pertains to the NGVD 29 superseded value.
 BL0702
 BL0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0702
 BL0702.The geoid height was determined by GEOID03.
 BL0702
 BL0702;                    North         East     Units Scale Factor Converg.
 BL0702;SPC TX C     - 3,148,807.358 1,225,120.189   MT  0.99988356   +2 49 49.1
 BL0702;SPC TX C     -10,330,712.14  4,019,415.15   sFT  0.99988356   +2 49 49.1
 BL0702;UTM  15      - 3,419,080.921   324,298.307   MT  0.99998082   -0 56 38.5
 BL0702
 BL0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0702!SPC TX C     -   0.99998740  x   0.99988356  =   0.99987096
 BL0702!UTM  15      -   0.99998740  x   0.99998082  =   0.99996822
 BL0702
 BL0702:                Primary Azimuth Mark                     Grid Az
 BL0702:SPC TX C     -  BERING AZ MK                             023 54 40.7
 BL0702:UTM  15      -  BERING AZ MK                             027 41 08.3
 BL0702
 BL0702|---------------------------------------------------------------------|
 BL0702| PID    Reference Object                     Distance      Geod. Az  |
 BL0702|                                                           dddmmss.s |
 BL0702| BL0701 BERING AZ MK                                       0264429.8 |
 BL0702| BL0703 BERING RM 1                          23.729 METERS 20712     |
 BL0702| BL0704 BERING RM 2                          22.068 METERS 28915     |
 BL0702|---------------------------------------------------------------------|
 BL0702
 BL0702                          SUPERSEDED SURVEY CONTROL
 BL0702
 BL0702  NAD 83(1986)-  30 53 31.23047(N)    094 50 17.66456(W) AD(       ) 2
 BL0702  NAD 27      -  30 53 30.54400(N)    094 50 16.92000(W) AD(       ) 2
 BL0702  NGVD 29 (??/??/92)  107.728  (m)          353.44   (f) ADJ UNCH    2 0
 BL0702
 BL0702.Superseded values are not recommended for survey control.
 BL0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0702.See file dsdata.txt to determine how the superseded data were derived.
 BL0702
 BL0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2429819081(NAD 83)
 BL0702_MARKER: DS = TRIANGULATION STATION DISK
 BL0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0702_STAMPING: BERING 1949
 BL0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0702+STABILITY: SURFACE MOTION
 BL0702
 BL0702  HISTORY     - Date     Condition        Report By
 BL0702  HISTORY     - 1949     MONUMENTED       CGS
 BL0702  HISTORY     - 1949     GOOD             CGS
 BL0702  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0702
 BL0702                          STATION DESCRIPTION
 BL0702
 BL0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL0702'THE STATION IS LOCATED ABOUT 13.5 MILES NORTH OF LIVINGSTON,
 BL0702'2.0 MILES SOUTH OF MOSCOW, 91.0 FEET WEST OF THE CENTER OF
 BL0702'U.S. HIGHWAY NO. 59, AND 3.0 FEET SOUTH OF A WITNESS POST.
 BL0702'IT PROJECTS 4 INCHES AND IS STAMPED BERING 1949.
 BL0702'
 BL0702'REFERENCE MARK NO. 1 IS ABOUT 1.0 FOOT BELOW THE ELEVATION
 BL0702'OF THE STATION AND IS 101.0 FEET WEST OF THE CENTER OF U.S.
 BL0702'HIGHWAY NO. 59.  IT PROJECTS 4 INCHES AND IS STAMPED BERING NO
 BL0702'1 1949.
 BL0702'
 BL0702'REFERENCE MARK NO. 2 IS ABOUT 2.5 FEET BELOW THE ELEVATION
 BL0702'OF THE STATION AND IS 163.5 FEET WEST OF THE CENTER OF U.S.
 BL0702'HIGHWAY NO. 59.  IT PROJECTS 6 INCHES AND IS STAMPED BERING
 BL0702'NO 2 1949.
 BL0702'
 BL0702'AZIMUTH MARK IS 35.5 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 BL0702'NO. 59 AND 3.0 FEET WEST OF A WITNESS POST.  IT PROJECTS
 BL0702'4 INCHES AND IS STAMPED BERING 1949.
 BL0702'
 BL0702'TO REACH THE STATION FROM THE POST OFFICE IN MOSCOW, GO EAST
 BL0702'FOR 0.05 MILE TO U.S. HIGHWAY NO. 59, TURN RIGHT AND GO SOUTH
 BL0702'ON U.S. HIGHWAY NO. 59 FOR 2.1 MILES TO THE TOP OF A GRADE
 BL0702'AND THE STATION ON THE RIGHT ON TOP OF THE BANK AS DESCRIBED.
 BL0702'
 BL0702'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 BL0702'HIGHWAY NO. 59 FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 BL0702'
 BL0702'AN 87 FOOT SIGNAL AT LEGGETT IS VISIBLE AT 77 FEET.
 BL0702'
 BL0702'A 100 FOOT SIGNAL AT BOLD IS VISIBLE AT 64 FEET.
 BL0702'
 BL0702'A 100 FOOT SIGNAL AT MOSCOW IS VISIBLE AT 64 FEET.
 BL0702'
 BL0702'A 74 FOOT SIGNAL AT CORRIGAN IS VISIBLE AT 64 FEET.
 BL0702'
 BL0702'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BL0702
 BL0702                          STATION RECOVERY (1949)
 BL0702
 BL0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BL0702'1.35 MI S FROM MOSCOW.
 BL0702'1.35 MILES SOUTH ALONG U. S. HIGHWAY NO. 59 FROM THE JUNCTION OF NO.
 BL0702'59 AND FARM ROAD NO. 62 AT MOSCOW, AT THE SUMMIT OF A HILL, 0.45 MILE
 BL0702'SOUTH OF BERING 1949 AZIMUTH, 93.0 FEET WEST OF THE CENTER LINE OF THE
 BL0702'HIGHWAY, 17.0 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING UP
 BL0702'THE WEST CUT IN THE BANK, 23.5 FEET SOUTH OF AN 8-INCH OAK WITH A
 BL0702'TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 77.9 FEET NORTH OF
 BL0702'REFERENCE MARK NO. 1, 72.5 FEET EAST OF REFERENCE MARK NO. 2, 2.5 FEET
 BL0702'SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0702'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BL0702
 BL0702                          STATION RECOVERY (1997)
 BL0702
 BL0702'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0701 ***********************************************************************
 BL0701  DESIGNATION -  BERING AZ MK
 BL0701  PID         -  BL0701
 BL0701  STATE/COUNTY-  TX/POLK
 BL0701  USGS QUAD   -  CORRIGAN (1984)
 BL0701
 BL0701                         *CURRENT SURVEY CONTROL
 BL0701  ___________________________________________________________________
 BL0701* NAD 83(1986)-  30 53 52.     (N)    094 50 04.     (W)     SCALED    
 BL0701* NAVD 88     -        91.61   (+/-2cm)     300.6    (feet)  VERTCON   
 BL0701  ___________________________________________________________________
 BL0701  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0701
 BL0701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0701
 BL0701.The horizontal coordinates were scaled from a topographic map and have
 BL0701.an estimated accuracy of +/- 6 seconds.
 BL0701
 BL0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0701.The vertical order pertains to the NGVD 29 superseded value.
 BL0701
 BL0701.The geoid height was determined by GEOID03.
 BL0701
 BL0701;                    North         East    Units  Estimated Accuracy
 BL0701;SPC TX C     - 3,149,460.    1,225,450.      MT  (+/- 180 meters Scaled)
 BL0701
 BL0701                          SUPERSEDED SURVEY CONTROL
 BL0701
 BL0701  NGVD 29 (??/??/92)   91.619  (m)          300.59   (f) ADJ UNCH    2 0
 BL0701
 BL0701.Superseded values are not recommended for survey control.
 BL0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0701.See file dsdata.txt to determine how the superseded data were derived.
 BL0701
 BL0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ246197(NAD 83)
 BL0701_MARKER: DZ = AZIMUTH MARK DISK
 BL0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0701_STAMPING: BERING 1949
 BL0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0701+STABILITY: SURFACE MOTION
 BL0701
 BL0701  HISTORY     - Date     Condition        Report By
 BL0701  HISTORY     - 1949     MONUMENTED       CGS
 BL0701  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0701
 BL0701                          STATION DESCRIPTION
 BL0701
 BL0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0701'0.9 MI S FROM MOSCOW.
 BL0701'0.9 MILE SOUTH ALONG U. S. HIGHWAY NO. 59 FROM THE JUNCTION OF NO. 59
 BL0701'AND FARM ROAD NO. 62 AT MOSCOW, 0.45 MILE NORTH OF TRIANGULATION
 BL0701'STATION BERING 1949, ABOUT 110.0 FEET NORTHEAST OF A FARMHOUSE ON THE
 BL0701'WEST SIDE OF THE HIGHWAY, 35.2 FEET EAST OF THE CENTER LINE OF THE
 BL0701'HIGHWAY, 17.0 FEET NORTH OF A 10-INCH PINE WITH A TRIANGULAR BLAZE ON
 BL0701'THE WEST SIDE OF THE TREE, 3.0 FEET WEST OF A REFERENCE POST, ON THE
 BL0701'NORTH SLOPE OF A HILL, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BL0701'0.2 FOOT ABOVE THE GROUND.
 BL0701
 BL0701                          STATION RECOVERY (1997)
 BL0701
 BL0701'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0703 ***********************************************************************
 BL0703  DESIGNATION -  BERING RM 1
 BL0703  PID         -  BL0703
 BL0703  STATE/COUNTY-  TX/POLK
 BL0703  USGS QUAD   -  CORRIGAN (1984)
 BL0703
 BL0703                         *CURRENT SURVEY CONTROL
 BL0703  ___________________________________________________________________
 BL0703* NAD 83(1986)-  30 53 30.     (N)    094 50 17.     (W)     SCALED    
 BL0703* NAVD 88     -       107.08   (+/-2cm)     351.3    (feet)  VERTCON   
 BL0703  ___________________________________________________________________
 BL0703  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0703
 BL0703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0703
 BL0703.The horizontal coordinates were scaled from a topographic map and have
 BL0703.an estimated accuracy of +/- 6 seconds.
 BL0703
 BL0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0703.The vertical order pertains to the NGVD 29 superseded value.
 BL0703
 BL0703.The geoid height was determined by GEOID03.
 BL0703
 BL0703;                    North         East    Units  Estimated Accuracy
 BL0703;SPC TX C     - 3,148,770.    1,225,140.      MT  (+/- 180 meters Scaled)
 BL0703
 BL0703                          SUPERSEDED SURVEY CONTROL
 BL0703
 BL0703  NGVD 29 (??/??/92)  107.087  (m)          351.33   (f) ADJ UNCH    2 0
 BL0703
 BL0703.Superseded values are not recommended for survey control.
 BL0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0703.See file dsdata.txt to determine how the superseded data were derived.
 BL0703
 BL0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ243190(NAD 83)
 BL0703_MARKER: DR = REFERENCE MARK DISK
 BL0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0703_STAMPING: BERING NO. 1 1949
 BL0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0703+STABILITY: SURFACE MOTION
 BL0703
 BL0703  HISTORY     - Date     Condition        Report By
 BL0703  HISTORY     - 1949     MONUMENTED       CGS
 BL0703  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0703
 BL0703                          STATION DESCRIPTION
 BL0703
 BL0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0703'1.35 MI S FROM MOSCOW.
 BL0703'1.35 MILES SOUTH ALONG U. S. HIGHWAY NO. 59 FROM THE JUNCTION OF NO.
 BL0703'59 AND FARM ROAD NO. 62 AT MOSCOW, AT THE SUMMIT OF A HILL, 0.45 MILE
 BL0703'SOUTH OF BERING 1949 AZIMUTH, ABOUT 10.0 FOOT ABOVE THE HIGHWAY, 100.0
 BL0703'FEET SOUTHEAST OF REFERENCE MARK NO. 2, 77.9 FEET SOUTH OF
 BL0703'TRIANGULATION STATION BERING 1949, 97.0 FEET WEST OF THE CENTER LINE
 BL0703'OF THE HIGHWAY, 23.0 FEET NORTH OF A 10-INCH PINE WITH A TRIANGULAR
 BL0703'BLAZE ON THE EAST SIDE OF THE TREE, SET IN THE TOP OF A CONCRETE POST
 BL0703'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BL0703
 BL0703                          STATION RECOVERY (1997)
 BL0703
 BL0703'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0704 ***********************************************************************
 BL0704  DESIGNATION -  BERING RM 2
 BL0704  PID         -  BL0704
 BL0704  STATE/COUNTY-  TX/POLK
 BL0704  USGS QUAD   -  CORRIGAN (1984)
 BL0704
 BL0704                         *CURRENT SURVEY CONTROL
 BL0704  ___________________________________________________________________
 BL0704* NAD 83(1986)-  30 53 32.     (N)    094 50 19.     (W)     SCALED    
 BL0704* NAVD 88     -       106.88   (+/-2cm)     350.7    (feet)  VERTCON   
 BL0704  ___________________________________________________________________
 BL0704  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0704
 BL0704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0704
 BL0704.The horizontal coordinates were scaled from a topographic map and have
 BL0704.an estimated accuracy of +/- 6 seconds.
 BL0704
 BL0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0704.The vertical order pertains to the NGVD 29 superseded value.
 BL0704
 BL0704.The geoid height was determined by GEOID03.
 BL0704
 BL0704;                    North         East    Units  Estimated Accuracy
 BL0704;SPC TX C     - 3,148,830.    1,225,080.      MT  (+/- 180 meters Scaled)
 BL0704
 BL0704                          SUPERSEDED SURVEY CONTROL
 BL0704
 BL0704  NGVD 29 (??/??/92)  106.894  (m)          350.70   (f) ADJ UNCH    2 0
 BL0704
 BL0704.Superseded values are not recommended for survey control.
 BL0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0704.See file dsdata.txt to determine how the superseded data were derived.
 BL0704
 BL0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ242191(NAD 83)
 BL0704_MARKER: DR = REFERENCE MARK DISK
 BL0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0704_STAMPING: BERING NO. 2 1949
 BL0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0704+STABILITY: SURFACE MOTION
 BL0704
 BL0704  HISTORY     - Date     Condition        Report By
 BL0704  HISTORY     - 1949     MONUMENTED       CGS
 BL0704  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0704
 BL0704                          STATION DESCRIPTION
 BL0704
 BL0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0704'1.35 MI S FROM MOSCOW.
 BL0704'1.35 MILES SOUTH ALONG U.S. HIGHWAY NO. 59 FROM THE JUNCTION OF NO. 59
 BL0704'AND FARM ROAD NO. 62 AT MOSCOW, AT THE SUMMIT OF A HILL, 0.45 MILE
 BL0704'SOUTH OF BERING 1949 AZIMUTH, ABOUT 10.0 FEET ABOVE THE HIGHWAY, 72.5
 BL0704'FEET WEST OF TRIANGULATION STATION BERING 1949, 100.0 FEET NORTHWEST
 BL0704'OF REFERENCE MARK NO. 1, 17.0 FEET SOUTHWEST OF THE CENTER LINE OF A
 BL0704'WOODS ROAD, 165.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BL0704'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BL0704
 BL0704                          STATION RECOVERY (1997)
 BL0704
 BL0704'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0107 ***********************************************************************
 AX0107  DESIGNATION -  BERNARD 2
 AX0107  PID         -  AX0107
 AX0107  STATE/COUNTY-  TX/WHARTON
 AX0107  USGS QUAD   -  EAST BERNARD (1980)
 AX0107
 AX0107                         *CURRENT SURVEY CONTROL
 AX0107  ___________________________________________________________________
 AX0107* NAD 83(1993)-  29 31 07.47831(N)    096 04 10.38368(W)     ADJUSTED  
 AX0107* NAVD 88     -        36.65   (+/-2cm)     120.2    (feet)  VERTCON   
 AX0107  ___________________________________________________________________
 AX0107  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AX0107  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0107
 AX0107  HORZ ORDER  -  SECOND
 AX0107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0107
 AX0107.The horizontal coordinates were established by classical geodetic methods
 AX0107.and adjusted by the National Geodetic Survey in February 1996..
 AX0107
 AX0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0107.The vertical order pertains to the NGVD 29 superseded value.
 AX0107
 AX0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0107
 AX0107.The geoid height was determined by GEOID03.
 AX0107
 AX0107;                    North         East     Units Scale Factor Converg.
 AX0107;SPC TXSC     - 4,190,346.975   884,035.290   MT  0.99986837   +1 26 08.4
 AX0107;SPC TXSC     -13,747,830.03  2,900,372.45   sFT  0.99986837   +1 26 08.4
 AX0107;UTM  14      - 3,269,041.289   784,052.941   MT  1.00059570   +1 26 41.4
 AX0107;UTM  15      - 3,269,389.626   202,457.151   MT  1.00069254   -1 30 48.6
 AX0107
 AX0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0107!SPC TXSC     -   0.99999852  x   0.99986837  =   0.99986689
 AX0107!UTM  14      -   0.99999852  x   1.00059570  =   1.00059422
 AX0107!UTM  15      -   0.99999852  x   1.00069254  =   1.00069106
 AX0107
 AX0107|---------------------------------------------------------------------|
 AX0107| PID    Reference Object                     Distance      Geod. Az  |
 AX0107|                                                           dddmmss.s |
 AX0107| AX2526 BERNARD                              79.828 METERS 15956     |
 AX0107| AX0106 BERNARD 2 RM 1                       25.493 METERS 18943     |
 AX0107| AX2678 TEX ILL GAS PIPE S MW KKF 211       APPROX.13.9 KM 2042457.4 |
 AX0107| AX2656 TENN GAS TRANS MAST KKA 230         APPROX. 7.4 KM 2821641.9 |
 AX0107| AX0108 BERNARD 2 RM 2                       23.911 METERS 34213     |
 AX0107| AX0109 BERNARD 2 AZ MK                                    3503539.8 |
 AX0107|---------------------------------------------------------------------|
 AX0107
 AX0107                          SUPERSEDED SURVEY CONTROL
 AX0107
 AX0107  NAD 83(1986)-  29 31 07.49210(N)    096 04 10.36777(W) AD(       ) 2
 AX0107  NAD 27      -  29 31 06.62138(N)    096 04 09.51667(W) AD(       ) 2
 AX0107  NGVD 29 (??/??/92)   36.645  (m)          120.23   (f) ADJ UNCH    2 0
 AX0107
 AX0107.Superseded values are not recommended for survey control.
 AX0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0107.See file dsdata.txt to determine how the superseded data were derived.
 AX0107
 AX0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8405369041(NAD 83)
 AX0107_MARKER: DS = TRIANGULATION STATION DISK
 AX0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0107_STAMPING: BERNARD 2 1954
 AX0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0107+STABILITY: SURFACE MOTION
 AX0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0107+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 AX0107
 AX0107  HISTORY     - Date     Condition        Report By
 AX0107  HISTORY     - 1954     MONUMENTED       CGS
 AX0107  HISTORY     - 1954     GOOD             CGS
 AX0107  HISTORY     - 1954     GOOD             CGS
 AX0107  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0107  HISTORY     - 20030521 GOOD             INDIV
 AX0107  HISTORY     - 20050215 POOR             INDIV
 AX0107
 AX0107                          STATION DESCRIPTION
 AX0107
 AX0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX0107'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF HUNGERFORD, 1 MILE
 AX0107'SOUTHWEST OF EAST BERNARD AND IN THE SOUTHERN POINT OF A
 AX0107'TRIANGULAR-SHAPED PASTURE WHICH IS OWNED BY MR. JOHN F. VACEK OF
 AX0107'EAST BERNARD.
 AX0107'
 AX0107'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 90A AND STATE
 AX0107'HIGHWAY 60 IN EAST BERNARD, GO SOUTHWEST ON STATE HIGHWAY 60 FOR 0.9
 AX0107'MILE TO A REVERSE Y AND A T-ROAD RIGHT.  THE STATION IS 50.5 FEET
 AX0107'WEST OF THE CENTERLINE OF STATE HIGHWAY 60 AND IN THE NORTHERN
 AX0107'ANGLE OF THE REVERSE Y.
 AX0107'
 AX0107'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE PAVED ROAD
 AX0107'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 AX0107'
 AX0107'THE STATION MARK, STAMPED BERNARD 2 1954, IS A STANDARD DISK SET IN
 AX0107'A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 50.5
 AX0107'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 60, 47.5 FEET EAST OF A
 AX0107'NORTH-SOUTH PAVED ROAD AND 11.5 FEET WEST OF A WHITE WITNESS
 AX0107'POST.
 AX0107'
 AX0107'REFERENCE MARK NO. 1, STAMPED BERNARD 2 NO 1 1954, IS A STANDARD DISK
 AX0107'SET IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 54 FEET
 AX0107'NORTH OF THE NORTH END OF A CONCRETE CULVERT AND 6 FEET NORTH OF A
 AX0107'FENCE CORNER.
 AX0107'
 AX0107'REFERENCE MARK NO. 2, STAMPED BERNARD 2 NO 2 1954, IS A STANDARD DISK
 AX0107'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 27 FEET
 AX0107'EAST OF THE CENTERLINE OF THE PAVED ROAD AND 1 FOOT EAST OF THE
 AX0107'FENCELINE ALONG THE WEST SIDE OF THE TRIANGULAR SHAPED PASTURE.
 AX0107'
 AX0107'THE AZIMUTH MARK, STAMPED BERNARD 2 1954, IS A STANDARD DISK SET IN A
 AX0107'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 200 FEET SOUTH
 AX0107'OF A POWER SUB STATION, 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 AX0107'A WHITE HOUSE, 30 FEET WEST OF THE CENTER OF THE PAVED ROAD, 3
 AX0107'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF THE
 AX0107'SOUTHWEST CORNER OF A CYCLONE FENCE.
 AX0107'
 AX0107'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AX0107
 AX0107                          STATION RECOVERY (1954)
 AX0107
 AX0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AX0107'0.85 MILE SOUTH ALONG STATE HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 AX0107'HIGHWAY 90A AT EAST BERNARD, 50 FEET WEST OF THE CENTER LINE OF THE
 AX0107'HIGHWAY, 60 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 AX0107'NORTHWEST, 11.7 FEET WEST OF A FENCE, 11.7 FEET WEST OF A WITNESS
 AX0107'POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 AX0107'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED BERNARD 2
 AX0107'1954.
 AX0107'
 AX0107'BERNARD 2 R.M. 2 IS 78.5 FEET NORTHWEST OF TRIANGULATION STATION
 AX0107'BERNARD 2 1954, 26 FEET NORTHEAST OF THE CENTER LINE OF A ROAD
 AX0107'LEADING NORTHWEST, 65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1
 AX0107'FOOT NORTHEAST OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP
 AX0107'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 AX0107'STAMPED BERNARD 2 NO 2 1954.
 AX0107'
 AX0107'BERNARD 2 1954 AZIMUTH IS 0.25 MILE NORTHWEST OF TRIANGULATION
 AX0107'STATION BERNARD 2 1954, 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 AX0107'A HOUSE, 28 FEET EAST OF THE CENTER LINE OF A ROAD, 1.4 FEET SOUTH
 AX0107'OF A FENCE CORNER, 3 FEET SOUTH OF A WITNESS POST, AN AZIMUTH MARK
 AX0107'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 AX0107'ABOVE THE GROUND, STAMPED BERNARD 2 1954.
 AX0107
 AX0107                          STATION RECOVERY (1954)
 AX0107
 AX0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 AX0107'0.85 MI S FROM EAST BERNARD.
 AX0107'0.85 MILE SOUTH ALONG STATE HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 AX0107'HIGHWAY 90 A AT EAST BERNARD, 50 FEET WEST OF THE CENTER LINE OF THE
 AX0107'HIGHWAY, 60 FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTHWEST,
 AX0107'11.7 FEET WEST OF A FENCE, 11.7 FEET WEST OF A WITNESS POST, SET IN
 AX0107'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AX0107
 AX0107                          STATION RECOVERY (1991)
 AX0107
 AX0107'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0107'MARK NOT FOUND.
 AX0107
 AX0107                          STATION RECOVERY (2003)
 AX0107
 AX0107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLF)
 AX0107'STATION WAS LOOSE IN THE GROUND.  RM 1 AND RM 2 RECOVERED ALSO.
 AX0107
 AX0107                          STATION RECOVERY (2005)
 AX0107
 AX0107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLM)
 AX0107'STATION AND BOTH RMS HAVE BEEN DISTURBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0109 ***********************************************************************
 AX0109  DESIGNATION -  BERNARD 2 AZ MK
 AX0109  PID         -  AX0109
 AX0109  STATE/COUNTY-  TX/WHARTON
 AX0109  USGS QUAD   -  EAST BERNARD (1980)
 AX0109
 AX0109                         *CURRENT SURVEY CONTROL
 AX0109  ___________________________________________________________________
 AX0109* NAD 83(1986)-  29 31 23.     (N)    096 04 12.     (W)     SCALED    
 AX0109* NAVD 88     -        37.33   (+/-2cm)     122.5    (feet)  VERTCON   
 AX0109  ___________________________________________________________________
 AX0109  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0109
 AX0109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0109
 AX0109.The horizontal coordinates were scaled from a topographic map and have
 AX0109.an estimated accuracy of +/- 6 seconds.
 AX0109
 AX0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0109.The vertical order pertains to the NGVD 29 superseded value.
 AX0109
 AX0109.The geoid height was determined by GEOID03.
 AX0109
 AX0109;                    North         East    Units  Estimated Accuracy
 AX0109;SPC TXSC     - 4,190,820.      883,980.      MT  (+/- 180 meters Scaled)
 AX0109
 AX0109                          SUPERSEDED SURVEY CONTROL
 AX0109
 AX0109  NGVD 29 (??/??/92)   37.33   (m)          122.5    (f) COMPUTED    2 0
 AX0109
 AX0109.Superseded values are not recommended for survey control.
 AX0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0109.See file dsdata.txt to determine how the superseded data were derived.
 AX0109
 AX0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT839695(NAD 83)
 AX0109_MARKER: DZ = AZIMUTH MARK DISK
 AX0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0109_STAMPING: BERNARD 2 1954
 AX0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0109+STABILITY: SURFACE MOTION
 AX0109
 AX0109  HISTORY     - Date     Condition        Report By
 AX0109  HISTORY     - 1954     MONUMENTED       CGS
 AX0109  HISTORY     - 19910607 GOOD             USPSQD
 AX0109
 AX0109                          STATION DESCRIPTION
 AX0109
 AX0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0109'0.7 MI S FROM EAST BERNARD.
 AX0109'0.55 MILE SOUTH ALONG STATE HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 AX0109'HIGHWAY 90 A AT EAST BERNARD, THENCE 0.1 MILE WEST ALONG A PAVED
 AX0109'STREET, THENCE 0.05 MILE SOUTH ALONG A PAVED ROAD, 35 FEET SOUTHWEST
 AX0109'OF THE SOUTHWEST CORNER OF A HOUSE, 28 FEET EAST OF THE CENTER LINE OF
 AX0109'A ROAD, 1.4 FEET SOUTH OF A FENCE CORNER, 0.25 MILE NORTHWEST OF
 AX0109'TRIANGULATION STATION BERNARD 2 1954, 3 FEET SOUTH OF A WITNESS POST,
 AX0109'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AX0109'GROUND.
 AX0109
 AX0109                          STATION RECOVERY (1991)
 AX0109
 AX0109'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0106 ***********************************************************************
 AX0106  DESIGNATION -  BERNARD 2 RM 1
 AX0106  PID         -  AX0106
 AX0106  STATE/COUNTY-  TX/WHARTON
 AX0106  USGS QUAD   -  EAST BERNARD (1980)
 AX0106
 AX0106                         *CURRENT SURVEY CONTROL
 AX0106  ___________________________________________________________________
 AX0106* NAD 83(1986)-  29 31 05.     (N)    096 04 10.     (W)     SCALED    
 AX0106* NAVD 88     -        36.72   (+/-2cm)     120.5    (feet)  VERTCON   
 AX0106  ___________________________________________________________________
 AX0106  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0106
 AX0106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0106
 AX0106.The horizontal coordinates were scaled from a topographic map and have
 AX0106.an estimated accuracy of +/- 6 seconds.
 AX0106
 AX0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0106.The vertical order pertains to the NGVD 29 superseded value.
 AX0106
 AX0106.The geoid height was determined by GEOID03.
 AX0106
 AX0106;                    North         East    Units  Estimated Accuracy
 AX0106;SPC TXSC     - 4,190,270.      884,050.      MT  (+/- 180 meters Scaled)
 AX0106
 AX0106                          SUPERSEDED SURVEY CONTROL
 AX0106
 AX0106  NGVD 29 (??/??/92)   36.715  (m)          120.46   (f) ADJ UNCH    2 0
 AX0106
 AX0106.Superseded values are not recommended for survey control.
 AX0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0106.See file dsdata.txt to determine how the superseded data were derived.
 AX0106
 AX0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT840689(NAD 83)
 AX0106_MARKER: DR = REFERENCE MARK DISK
 AX0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0106_STAMPING: BERNARD 2 NO 1 1954
 AX0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0106+STABILITY: SURFACE MOTION
 AX0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0106+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 AX0106
 AX0106  HISTORY     - Date     Condition        Report By
 AX0106  HISTORY     - 1954     MONUMENTED       CGS
 AX0106  HISTORY     - 19910607 GOOD             USPSQD
 AX0106  HISTORY     - 20030521 GOOD             INDIV
 AX0106
 AX0106                          STATION DESCRIPTION
 AX0106
 AX0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0106'0.85 MI S FROM EAST BERNARD.
 AX0106'0.85 MILE SOUTH ALONG STATE HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 AX0106'HIGHWAY 90 A AT EAST BERNARD, 41 FEET WEST OF THE CENTER LINE OF THE
 AX0106'HIGHWAY, 83.7 FEET SOUTH OF TRIANGULATION STATION BERNARD 2 1954, 29
 AX0106'FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTHWEST, 4 FEET NORTH
 AX0106'OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST.
 AX0106
 AX0106                          STATION RECOVERY (1991)
 AX0106
 AX0106'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0106'RECOVERED IN GOOD CONDITION.
 AX0106
 AX0106                          STATION RECOVERY (2003)
 AX0106
 AX0106'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLF)
 AX0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0108 ***********************************************************************
 AX0108  DESIGNATION -  BERNARD 2 RM 2
 AX0108  PID         -  AX0108
 AX0108  STATE/COUNTY-  TX/WHARTON
 AX0108  USGS QUAD   -  EAST BERNARD (1980)
 AX0108
 AX0108                         *CURRENT SURVEY CONTROL
 AX0108  ___________________________________________________________________
 AX0108* NAD 83(1986)-  29 31 07.     (N)    096 04 11.     (W)     SCALED    
 AX0108* NAVD 88     -        36.78   (+/-2cm)     120.7    (feet)  VERTCON   
 AX0108  ___________________________________________________________________
 AX0108  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0108
 AX0108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0108
 AX0108.The horizontal coordinates were scaled from a topographic map and have
 AX0108.an estimated accuracy of +/- 6 seconds.
 AX0108
 AX0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0108.The vertical order pertains to the NGVD 29 superseded value.
 AX0108
 AX0108.The geoid height was determined by GEOID03.
 AX0108
 AX0108;                    North         East    Units  Estimated Accuracy
 AX0108;SPC TXSC     - 4,190,330.      884,020.      MT  (+/- 180 meters Scaled)
 AX0108
 AX0108                          SUPERSEDED SURVEY CONTROL
 AX0108
 AX0108  NGVD 29 (??/??/92)   36.781  (m)          120.67   (f) ADJ UNCH    2 0
 AX0108
 AX0108.Superseded values are not recommended for survey control.
 AX0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0108.See file dsdata.txt to determine how the superseded data were derived.
 AX0108
 AX0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT840690(NAD 83)
 AX0108_MARKER: DR = REFERENCE MARK DISK
 AX0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0108_STAMPING: BERNARD 2 NO 2 1954
 AX0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0108+STABILITY: SURFACE MOTION
 AX0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0108+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 AX0108
 AX0108  HISTORY     - Date     Condition        Report By
 AX0108  HISTORY     - 1954     MONUMENTED       CGS
 AX0108  HISTORY     - 19910607 POOR             USPSQD
 AX0108  HISTORY     - 20030521 GOOD             INDIV
 AX0108
 AX0108                          STATION DESCRIPTION
 AX0108
 AX0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0108'0.85 MI S FROM EAST BERNARD.
 AX0108'0.85 MILE SOUTH ALONG STATE HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 AX0108'HIGHWAY 90 A AT EAST BERNARD, 26 FEET NORTHEAST OF THE CENTER LINE OF
 AX0108'A ROAD LEADING NORTHWEST, 78.5 FEET NORTHWEST OF TRIANGULATION STATION
 AX0108'BERNARD 2 1954, 65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 AX0108'NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AX0108'0.3 FOOT ABOVE THE GROUND.
 AX0108
 AX0108                          STATION RECOVERY (1991)
 AX0108
 AX0108'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0108'MARK RECOVERED IN POOR CONDITION.
 AX0108
 AX0108                          STATION RECOVERY (2003)
 AX0108
 AX0108'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLF)
 AX0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2658 ***********************************************************************
 AX2658  DESIGNATION -  BERNARDO
 AX2658  PID         -  AX2658
 AX2658  STATE/COUNTY-  TX/COLORADO
 AX2658  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX2658
 AX2658                         *CURRENT SURVEY CONTROL
 AX2658  ___________________________________________________________________
 AX2658* NAD 83(1993)-  29 44 51.33531(N)    096 21 17.32766(W)     ADJUSTED  
 AX2658* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 AX2658  ___________________________________________________________________
 AX2658  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AX2658  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX2658
 AX2658  HORZ ORDER  -  THIRD
 AX2658
 AX2658.The horizontal coordinates were established by classical geodetic methods
 AX2658.and adjusted by the National Geodetic Survey in February 1996..
 AX2658
 AX2658.The orthometric height was scaled from a topographic map.
 AX2658
 AX2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2658
 AX2658.The geoid height was determined by GEOID03.
 AX2658
 AX2658;                    North         East     Units Scale Factor Converg.
 AX2658;SPC TXSC     - 4,215,045.364   855,817.440   MT  0.99988909   +1 17 45.3
 AX2658;SPC TXSC     -13,828,861.33  2,807,794.38   sFT  0.99988909   +1 17 45.3
 AX2658;UTM  14      - 3,293,748.455   755,811.747   MT  1.00040749   +1 18 47.5
 AX2658
 AX2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2658!SPC TXSC     -   0.99999059  x   0.99988909  =   0.99987968
 AX2658!UTM  14      -   0.99999059  x   1.00040749  =   1.00039807
 AX2658
 AX2658|---------------------------------------------------------------------|
 AX2658| PID    Reference Object                     Distance      Geod. Az  |
 AX2658|                                                           dddmmss.s |
 AX2658| CV6039 BERNARDO RM 1                        10.885 METERS 06037     |
 AX2658| CV6040 BERNARDO RM 2                        31.329 METERS 20454     |
 AX2658| CV6038 BERNARDO AZ MK                                     2191500.2 |
 AX2658|---------------------------------------------------------------------|
 AX2658
 AX2658                          SUPERSEDED SURVEY CONTROL
 AX2658
 AX2658  NAD 83(1986)-  29 44 51.35021(N)    096 21 17.31276(W) AD(       ) 3
 AX2658  NAD 27      -  29 44 50.51100(N)    096 21 16.43100(W) AD(       ) 3
 AX2658
 AX2658.Superseded values are not recommended for survey control.
 AX2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2658.See file dsdata.txt to determine how the superseded data were derived.
 AX2658
 AX2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5581293748(NAD 83)
 AX2658_MARKER: DS = TRIANGULATION STATION DISK
 AX2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2658
 AX2658  HISTORY     - Date     Condition        Report By
 AX2658  HISTORY     - 1954     MONUMENTED       CGS
 AX2658  HISTORY     - 1963     GOOD             CGS
 AX2658  HISTORY     - 19910609 GOOD             USPSQD
 AX2658
 AX2658                          STATION DESCRIPTION
 AX2658
 AX2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2658'STATION IS LOCATED ABOUT 12 MILES EAST NORTHEAST OF COLUMBUS,
 AX2658'ABOUT 11 MILES WEST SOUTHWEST OF SEALY AND ABOUT 0.5 MILE
 AX2658'NORTH OF U.S. HIGHWAY 90 ON THE HIGHEST POINT OF A KNOLL
 AX2658'IN PASTURE LAND.
 AX2658'
 AX2658'STATION IS REACHED FROM THE JUNCTION OF U.S. 90 AND STATE
 AX2658'HIGHWAY 36 IN SEALY BY GOING WEST ON U.S. 90 FOR 8.8 MILES TO
 AX2658'BRIDGE OVER SAN BERNARD RIVER, CONTINUE WEST ON 90 FOR 1.8
 AX2658'MILES TO GRAVEL SIDE ROAD AND SMALL CONCRETE BRIDGE ON RIGHT,
 AX2658'TURN RIGHT ACROSS BRIDGE AND GO NORTHWEST FOR 1.4 MILES TO FORK,
 AX2658'TAKE LEFT FORK AND GO WEST FOR 0.55 MILE TO FARM HOUSE ON LEFT,
 AX2658'TURN LEFT AND GO THROUGH GATE WEST OF FARM HOUSE THENCE SOUTH
 AX2658'ACROSS PASTURE FOR ABOUT 0.3 MILE TO TOP OF KNOLL AND STATION
 AX2658'AS DESCRIBED.
 AX2658'
 AX2658'AZIMUTH MARK IS REACHED FROM THE TURN OFF OF U.S. 90 AT SMALL
 AX2658'CONCRETE BRIDGE BY GOING WEST ON 90 FOR 2.3 MILES TO AZIMUTH MARK
 AX2658'ON RIGHT AS DESCRIBED.
 AX2658'
 AX2658'STATION IS A STANDARD DISK STAMPED BERNARDO 1954 SET IN TOP
 AX2658'OF A SQUARE CONCRETE POST 6 INCHES ABOVE GROUND LEVEL, ABOUT 250
 AX2658'FEET WEST OF A FENCE CORNER ON THE EAST SLOPE OF THE KNOLL, 69
 AX2658'FEET EAST OF A FENCE CORNER NEAR THE SUMMIT OF THE KNOLL,
 AX2658'5.5 FEET EAST NORTHEAST OF A WHITE WITNESS POST AND 2 FEET
 AX2658'NORTH OF A FENCE LINE.
 AX2658'
 AX2658'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BERNARDO NO 1
 AX2658'1954 SET IN TOP OF A SQUARE CONCRETE POST 6 INCHES ABOVE
 AX2658'GROUND LEVEL, ABOUT 215 FEET WEST OF THE FENCE CORNER ON THE
 AX2658'EAST SLOPE OF THE KNOLL, 104 FEET EAST OF THE FENCE CORNER
 AX2658'NEAR THE SUMMIT OF THE KNOLL AND 1 FOOT NORTH OF A FENCE LINE.
 AX2658'
 AX2658'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BERNARDO NO 2
 AX2658'1954 SET IN TOP OF A SQUARE CONCRETE POST 6 INCHES ABOVE
 AX2658'GROUND LEVEL, 58 FEET SOUTH OF THE CORNER NEAR THE SUMMIT OF THE
 AX2658'KNOLL AND 1 FOOT WEST OF A FENCE LINE.
 AX2658'
 AX2658'AZIMUTH MARK IS A STANDARD DISK STAMPED BERNARDO 1954 SET IN TOP
 AX2658'OF A SQUARE CONCRETE POST 6 INCHES ABOVE GROUND LEVEL, ABOUT
 AX2658'0.2 MILE WEST OF A CONCRETE HIGHWAY BRIDGE, ABOUT 240 FEET
 AX2658'WEST OF A FENCE CORNER AND A HIGHWAY BOUNDARY MARKER, 71 FEET
 AX2658'NORTH OF CENTERLINE OF U.S. HIGHWAY 90, 2.5 FEET EAST OF A
 AX2658'WHITE WITNESS POST AND 6 INCHES NORTH OF A FENCE LINE.
 AX2658'
 AX2658'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AX2658
 AX2658                          STATION RECOVERY (1963)
 AX2658
 AX2658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2658'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN GOOD
 AX2658'CONDITION AND NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARKER.
 AX2658'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2658
 AX2658                          STATION RECOVERY (1991)
 AX2658
 AX2658'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX2658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0870 ***********************************************************************
 GK0870  DESIGNATION -  BERNSTEIN RR SID HITCH CO ELEV
 GK0870  PID         -  GK0870
 GK0870  STATE/COUNTY-  TX/HANSFORD
 GK0870  USGS QUAD   -  BERNSTEIN (1974)
 GK0870
 GK0870                         *CURRENT SURVEY CONTROL
 GK0870  ___________________________________________________________________
 GK0870* NAD 83(1993)-  36 23 44.02374(N)    101 21 26.06619(W)     ADJUSTED  
 GK0870* NAVD 88     -                                                        
 GK0870  ___________________________________________________________________
 GK0870  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 GK0870  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GK0870
 GK0870  HORZ ORDER  -  THIRD
 GK0870
 GK0870.The horizontal coordinates were established by classical geodetic methods
 GK0870.and adjusted by the National Geodetic Survey in February 1996..
 GK0870
 GK0870
 GK0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0870
 GK0870.The geoid height was determined by GEOID03.
 GK0870
 GK0870;                    North         East     Units Scale Factor Converg.
 GK0870;SPC TX N     - 1,265,780.592   212,807.844   MT  1.00005641   +0 04 57.8
 GK0870;SPC TX N     - 4,152,815.16    698,187.07   sFT  1.00005641   +0 04 57.8
 GK0870;SPC OK N     -   160,049.527   298,891.772   MT  0.99995331   -1 58 52.6
 GK0870;SPC OK N     -   525,095.82    980,614.09   sFT  0.99995331   -1 58 52.6
 GK0870;UTM  14      - 4,030,404.735   288,595.745   MT  1.00015067   -1 23 57.1
 GK0870
 GK0870                          SUPERSEDED SURVEY CONTROL
 GK0870
 GK0870  NAD 83(1993)-  36 23 44.02261(N)    101 21 26.06917(W) AD(       ) 4
 GK0870  NAD 83(1986)-  36 23 44.03060(N)    101 21 26.05150(W) AD(       ) 4
 GK0870  NAD 27      -  36 23 43.94500(N)    101 21 24.45600(W) AD(       ) 3
 GK0870
 GK0870.Superseded values are not recommended for survey control.
 GK0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0870.See file dsdata.txt to determine how the superseded data were derived.
 GK0870
 GK0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8859630405(NAD 83)
 GK0870_MARKER: 65 = GRAIN ELEVATOR
 GK0870
 GK0870  HISTORY     - Date     Condition        Report By
 GK0870  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0870
 GK0870                          STATION DESCRIPTION
 GK0870
 GK0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0870'THE HITCH GRAIN COMPANY GRAIN ELEVATOR IS LOCATED AT THE
 GK0870'BERNSTEIN RAILROAD SIDING.  IT IS A LARGE, WHITE CONCRETE
 GK0870'STRUCTURE CONSISTING OF CYLINDRICAL SHAPED TANKS THAT ARE 130
 GK0870'FEET IN HEIGHT.  THERE IS A SQUARE HEAD HOUSE ON TOP OF THE TANKS
 GK0870'THAT IS 35 FEET IN HEIGHT.  THE CENTER OF THE HEAD HOUSE WAS
 GK0870'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0648 ***********************************************************************
 AO0648  DESIGNATION -  BERRY
 AO0648  PID         -  AO0648
 AO0648  STATE/COUNTY-  TX/FRIO
 AO0648  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0648
 AO0648                         *CURRENT SURVEY CONTROL
 AO0648  ___________________________________________________________________
 AO0648* NAD 83(1993)-  28 56 47.57734(N)    099 01 59.52379(W)     ADJUSTED  
 AO0648* NAVD 88     -       226.2    (meters)     742.     (feet)  VERTCON   
 AO0648  ___________________________________________________________________
 AO0648  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AO0648  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AO0648
 AO0648  HORZ ORDER  -  FIRST
 AO0648
 AO0648.The horizontal coordinates were established by classical geodetic methods
 AO0648.and adjusted by the National Geodetic Survey in February 1996..
 AO0648
 AO0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0648
 AO0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0648
 AO0648.The geoid height was determined by GEOID03.
 AO0648
 AO0648;                    North         East     Units Scale Factor Converg.
 AO0648;SPC TXSC     - 4,123,375.171   596,763.632   MT  0.99988606   -0 00 58.6
 AO0648;SPC TXSC     -13,528,106.71  1,957,882.02   sFT  0.99988606   -0 00 58.6
 AO0648;UTM  14      - 3,202,064.210   496,764.557   MT  0.99960013   -0 00 57.8
 AO0648
 AO0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0648!SPC TXSC     -   0.99996829  x   0.99988606  =   0.99985435
 AO0648!UTM  14      -   0.99996829  x   0.99960013  =   0.99956843
 AO0648
 AO0648:                Primary Azimuth Mark                     Grid Az
 AO0648:SPC TXSC     -  BERRY AZ MK 2                            045 24 23.1
 AO0648:UTM  14      -  BERRY AZ MK 2                            045 24 22.3
 AO0648
 AO0648|---------------------------------------------------------------------|
 AO0648| PID    Reference Object                     Distance      Geod. Az  |
 AO0648|                                                           dddmmss.s |
 AO0648| CV3803 BERRY AZ MK 2                                      0452324.5 |
 AO0648| CV3802 BERRY AZ MK                                        0464929.9 |
 AO0648| CV3804 BERRY RM 1                           23.323 METERS 18429     |
 AO0648| AO0649 PEARSALL FRIO CO CTHSE SPIRE        APPROX. 8.7 KM 2222337.1 |
 AO0648| CV3805 BERRY RM 2                           24.215 METERS 26829     |
 AO0648|---------------------------------------------------------------------|
 AO0648
 AO0648                          SUPERSEDED SURVEY CONTROL
 AO0648
 AO0648  NAD 83(1986)-  28 56 47.57868(N)    099 01 59.50435(W) AD(       ) 1
 AO0648  NAD 27      -  28 56 46.69000(N)    099 01 58.39100(W) AD(       ) 1
 AO0648  NGVD 29 (07/28/98)  226.1    (m)          742.     (f) VERT ANG       
 AO0648
 AO0648.Superseded values are not recommended for survey control.
 AO0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0648.See file dsdata.txt to determine how the superseded data were derived.
 AO0648
 AO0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT9676502064(NAD 83)
 AO0648_MARKER: DS = TRIANGULATION STATION DISK
 AO0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0648_PROJECTION: FLUSH
 AO0648
 AO0648  HISTORY     - Date     Condition        Report By
 AO0648  HISTORY     - 1935     MONUMENTED       CGS
 AO0648  HISTORY     - 1937     GOOD             TXHD
 AO0648  HISTORY     - 1963     GOOD             CGS
 AO0648  HISTORY     - 1964     GOOD             USGS
 AO0648  HISTORY     - 19950724 MARK NOT FOUND   USPSQD
 AO0648  HISTORY     - 19960927 MARK NOT FOUND   USPSQD
 AO0648  HISTORY     - 20030524 MARK NOT FOUND   USPSQD
 AO0648
 AO0648                          STATION DESCRIPTION
 AO0648
 AO0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0648'STATION IS ON LAND OWNED BY MR. JIM BERRY, 5-1/4 MILES NE
 AO0648'OF PEARSALL AND 7-1/4 MILES SW OF MOORE.  STATION IS ON NE
 AO0648'END OF A PROMINENT GRAVEL KNOB 0.15 MILE NW OF ROAD.  MARK
 AO0648'IS SET ON HIGHEST POINT ABOUT 40 FEET FROM NW EDGE OF HILL,
 AO0648'30 FEET NW OF SE EDGE OF HILL, 40 FEET SW OF NE EDGE OF HILL.
 AO0648'
 AO0648'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0648'BRONZE DISKS SET IN CONCRETE.
 AO0648'
 AO0648'REFERENCE MARK NO. 1 IS SET AT SE EDGE OF HILL.
 AO0648'
 AO0648'REFERENCE MARK NO. 2 IS SET ON NW SLOPE OF HILL, ABOUT 10
 AO0648'FEET DOWN SLOPE.
 AO0648'
 AO0648'AZIMUTH MARK IS ABOUT 0.7 MILE NE OF STATION.  REACHED FROM
 AO0648'STATION BY GOING SE DOWN HILL TO ROAD LEADING NE.  GO NE
 AO0648'0.7 MILE TO MARK ON SE SIDE OF ROAD.  MARK IS SET 25 FEET
 AO0648'SE OF CENTER LINE OF ROAD, 3 FEET NW OF FENCE LINE.  ALL
 AO0648'MARKS PROJECT 8 INCHES.
 AO0648'
 AO0648'REACHED FROM POST OFFICE IN PEARSALL BY GOING E ON STREET
 AO0648'IN FRONT OF POST OFFICE FOR 6 BLOCKS, OR 0.4 MILE, THEN TURN
 AO0648'N ALONG POWER LINE FOR 0.3 MILE, THEN CONTINUE STRAIGHT AHEAD
 AO0648'ON ROAD THAT LEADS NE WHEN OPPOSITE SCHOOL ON LEFT FOR 2.3
 AO0648'MILES, THEN RIGHT 0.1 MILE, THEN NE FOR 2.4 MILES OR FOR 0.4
 AO0648'MILE AFTER PASSING CATTLE GUARD TO A RIGHT FORK, CONTINUE
 AO0648'ON LEFT FORK FOR 0.2 MILE TURN LEFT OFF ROAD AND GO TO TOP
 AO0648'OF NE END OF A VERY PROMINENT GRAVEL HILL, ABOUT 0.2 MILE TO
 AO0648'STATION.
 AO0648'
 AO0648'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0648
 AO0648                          STATION RECOVERY (1937)
 AO0648
 AO0648'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AO0648'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 AO0648'AS DESCRIBED.
 AO0648'
 AO0648'DIRECTIONS FOR LOCATING STATION ARE GOOD.
 AO0648
 AO0648                          STATION RECOVERY (1963)
 AO0648
 AO0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 AO0648'THE STATION MARK, REFERENCE MARK NUMBERS 1, 2 AND THE AZIMUTH
 AO0648'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 AO0648'ORIGINAL DESCRIPTION AND TO REACH THE STATION ARE ADEQUATE
 AO0648'FOR RECOVERY.
 AO0648'
 AO0648'THE AZIMUTH MARK WAS DESTROYED AT THE REQUEST OF THE TEXAS
 AO0648'HIGHWAY DEPARTMENT TO CLEAR THE AREA FOR A NEW FARM-TO-MARKET
 AO0648'ROAD, AFTER A NEW AZIMUTH MARK WAS SET IN THE NEAR VICINITY
 AO0648'AND DIRECTIONS WERE OBSERVED FROM THE OLD AZIMUTH MARK TO
 AO0648'THE NEW AZIMUTH MARK.
 AO0648'
 AO0648'THE FOLLOWING IS A DESCRIPTION OF THE NEW AZIMUTH MARK AND
 AO0648'A TO REACH.
 AO0648'
 AO0648'AZIMUTH MARK, A STANDARD DISK STAMPED BERRY 1935 RESET 1963,
 AO0648'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 6
 AO0648'INCHES.  IT IS 60 FEET NORTHWEST OF THE CENTER LINE OF ROAD,
 AO0648'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 AO0648'
 AO0648'TO REACH STATION FROM THE POST OFFICE IN PEARSALL, GO EAST
 AO0648'ON COLORADO STREET 0.4 MILE TO MESQUITE STREET.  TURN LEFT,
 AO0648'NORTH, GO 0.3 MILE TO THE INTERSECTION OF MESQUITE STREET
 AO0648'AND ALABAMA STREET, WHICH IS AT THE SCHOOL.  CONTINUE STRAIGHT
 AO0648'AHEAD, NORTHEAST, ON BLACK-TOP ROAD FOR 2.3 MILES TO A T-ROAD
 AO0648'JUNCTION.  TURN RIGHT, GO 0.1 MILE, THENCE TURN LEFT, NORTHERLY,
 AO0648'GO 2.4 MILES TO A ROAD FORK.  KEEP STRAIGHT AHEAD, LEFT FORK,
 AO0648'GO 0.15 MILE, TURN LEFT OFF ROAD, GO NORTHEASTERLY, UP HILL,
 AO0648'TO NORTHEAST END OF HILL AND STATION.
 AO0648'
 AO0648'TO REACH AZIMUTH MARK FROM STATION, GO SOUTHEAST DOWN HILL
 AO0648'TO THE ROAD.  TURN LEFT, AND FOLLOW ROAD FOR 0.5 MILE TO
 AO0648'CATTLE GUARD.  CROSS CATTLE GUARD GO 0.3 MILE TO AZIMUTH
 AO0648'MARK ON THE LEFT.  THE MARK IS AT TEXAS HIGHWAY DEPARTMENT
 AO0648'STATION 309 + 66
 AO0648
 AO0648                          STATION RECOVERY (1964)
 AO0648
 AO0648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AO0648'DESCRIPTION AND POSITION LISTED IN NGS QUAD 28099-1, STATION 1001.
 AO0648'RECOVERED BY USGS IN 1964 AND REDESCRIBED AS FOLLOWS
 AO0648'STATION --BERRY-- LOCATED APPROXIMATELY 3.5 MI. E. AND 4 MI. N.
 AO0648'(AIRLINE) OF PEARSALL, TEXAS, ON THE PROPERTY OF JUDGE ONION OF SAN
 AO0648'ANTONIO.  IT IS ON THE NE. END AND HIGHEST POINT OF A SMALL, SHARP
 AO0648'HILL, THE HIGHEST IN THE IMMEDIATE VICINITY.
 AO0648'STATION WAS REACHED FROM PEARSALL, TEXAS, BY GOING E. FROM THE POST
 AO0648'OFFICE 0.35 MI., THEN TURNING LEFT AND PROCEEDING NE. ON MAIN RD. 5.2
 AO0648'MI. TO A RD. CREST.  STATION IS 0.07 MI. NW. OF HERE, ACROSS FENCE AND
 AO0648'ON NE. END AND HIGHEST POINT OF A PROMINENT GRAVEL HILL, 18 FT. NNE.
 AO0648'OF A LONE BUSH.
 AO0648'STATION MARK--STANDARD USC AND GS DISK STAMPED---BERRY 1935---, SET IN
 AO0648'A CONCRETE MONUMENT PROJECTING 0.2 FT. ABOVE GROUND.
 AO0648
 AO0648                          STATION RECOVERY (1995)
 AO0648
 AO0648'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0648'MARK NOT FOUND.
 AO0648
 AO0648                          STATION RECOVERY (1996)
 AO0648
 AO0648'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0648'MARK NOT FOUND.
 AO0648
 AO0648                          STATION RECOVERY (2003)
 AO0648
 AO0648'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2651 ***********************************************************************
 BY2651  DESIGNATION -  BERRY
 BY2651  PID         -  BY2651
 BY2651  STATE/COUNTY-  TX/ANGELINA
 BY2651  USGS QUAD   -  REDLAND (1980)
 BY2651
 BY2651                         *CURRENT SURVEY CONTROL
 BY2651  ___________________________________________________________________
 BY2651* NAD 83(1993)-  31 23 53.70867(N)    094 38 52.17657(W)     ADJUSTED  
 BY2651* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 BY2651  ___________________________________________________________________
 BY2651  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BY2651  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY2651
 BY2651  HORZ ORDER  -  SECOND
 BY2651
 BY2651.The horizontal coordinates were established by classical geodetic methods
 BY2651.and adjusted by the National Geodetic Survey in February 1996..
 BY2651
 BY2651.The orthometric height was scaled from a topographic map.
 BY2651
 BY2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2651
 BY2651.The geoid height was determined by GEOID03.
 BY2651
 BY2651;                    North         East     Units Scale Factor Converg.
 BY2651;SPC TX C     - 3,205,770.841 1,240,434.014   MT  0.99990565   +2 55 42.1
 BY2651;SPC TX C     -10,517,599.83  4,069,657.26   sFT  0.99990565   +2 55 42.1
 BY2651;UTM  15      - 3,474,913.556   343,336.082   MT  0.99990273   -0 51 31.2
 BY2651
 BY2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2651!SPC TX C     -   0.99998893  x   0.99990565  =   0.99989458
 BY2651!UTM  15      -   0.99998893  x   0.99990273  =   0.99989166
 BY2651
 BY2651|---------------------------------------------------------------------|
 BY2651| PID    Reference Object                     Distance      Geod. Az  |
 BY2651|                                                           dddmmss.s |
 BY2651| CV8084 BERRY RM 1                           15.597 METERS 07055     |
 BY2651| BY2641 ROCKY HILL FOREST SERV LOT 65       APPROX. 9.9 KM 1143043.5 |
 BY2651| CV8085 BERRY RM 2                           23.842 METERS 16030     |
 BY2651| CV8083 BERRY AZ MK                                        1820943.6 |
 BY2651| BY2645 HERTY SOUTHLAND MILL POWER STK      APPROX. 5.5 KM 2120317.5 |
 BY2651| BY2642 HERTY SOUTHLAND MILL TANK           APPROX. 5.5 KM 2132656.8 |
 BY2651| BY2649 LUFKIN WEST MUNICIPAL TANK          APPROX.11.2 KM 2313434.1 |
 BY2651| BY2648 LUFKIN NORTH MUNICIPAL TANK         APPROX. 8.8 KM 2372028.4 |
 BY2651| BY2644 LUFKIN RAD STA KRBA TOWER           APPROX. 7.7 KM 2411901.5 |
 BY2651|---------------------------------------------------------------------|
 BY2651
 BY2651                          SUPERSEDED SURVEY CONTROL
 BY2651
 BY2651  NAD 83(1986)-  31 23 53.71903(N)    094 38 52.16431(W) AD(       ) 2
 BY2651  NAD 27      -  31 23 53.05800(N)    094 38 51.41400(W) AD(       ) 2
 BY2651
 BY2651.Superseded values are not recommended for survey control.
 BY2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2651.See file dsdata.txt to determine how the superseded data were derived.
 BY2651
 BY2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4333674914(NAD 83)
 BY2651_MARKER: DS = TRIANGULATION STATION DISK
 BY2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2651
 BY2651  HISTORY     - Date     Condition        Report By
 BY2651  HISTORY     - 1949     MONUMENTED       CGS
 BY2651
 BY2651                          STATION DESCRIPTION
 BY2651
 BY2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2651'THE STATION IS LOCATED ABOUT 13.5 MILES SOUTH OF NACOGDOCHES,
 BY2651'5.5 MILES NORTHEAST OF LUFKIN, 0.05 MILE NORTH OF AN EAST-WEST
 BY2651'GRAVELED ROAD, 82.5 FEET NORTH-NORTHWEST OF THE NORTHWEST
 BY2651'CORNER OF A CHURCH, 35 FEET EAST-SOUTHEAST OF THE CENTER
 BY2651'OF A GATE TO THE CEMETERY, AND 14 FEET SOUTH OF A WIRE FENCE.
 BY2651'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED BERRY 1948.
 BY2651'
 BY2651'REFERENCE MARK NO. 1 IS ABOUT ONE FOOT ABOVE THE ELEVATION
 BY2651'OF THE STATION AND IS 1.0 FOOT SOUTH OF A WIRE FENCE.  IT
 BY2651'IS SET FLUSH AND IS STAMPED BERRY NO 1 1948.
 BY2651'
 BY2651'REFERENCE MARK NO. 2 IS ABOUT TWO FEET BELOW THE ELEVATION
 BY2651'OF THE STATION AND IS 4 FEET NORTH OF THE NORTHWEST CORNER
 BY2651'OF A CHURCH.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 BY2651'BERRY NO 2 1948.
 BY2651'
 BY2651'AZIMUTH MARK IS 0.2 MILE SOUTH OF THE INTERSECTION OF A T-ROAD,
 BY2651'21 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 15 FEET SOUTH
 BY2651'OF A LARGE CEDAR TREE, 1.5 FEET EAST OF A WITNESS POST, AND
 BY2651'1.0 FOOT EAST OF A WIRE FENCE.  IT IS SET FLUSH WITH THE
 BY2651'GROUND AND IS STAMPED BERRY 1948.
 BY2651'
 BY2651'TO REACH THE STATION FROM THE FIRST BAPTIST CHURCH, JUST
 BY2651'NORTH OF THE BUSINESS DISTRICT IN LUFKIN, GO NORTH FOR 0.95
 BY2651'MILE TO A T-ROAD RIGHT, JUST SOUTH OF I.M. THRASH GROCERY
 BY2651'STORE, TURN RIGHT AND GO EAST FOR 0.05 MILE, TURN LEFT AND
 BY2651'GO NORTH FOR 0.25 MILE TO A Y-INTERSECTION, TURN RIGHT AND
 BY2651'GO NORTHEAST FOR 0.3 MILE TO A Y-INTERSECTION, TAKE RIGHT
 BY2651'FORK AND GO 1.0 MILE, CROSS RAILROAD AND CONTINUE ON MAIN
 BY2651'TRAVELED ROAD FOR 3.1 MILES TO A T-ROAD RIGHT, CONTINUE
 BY2651'STRAIGHT AHEAD FOR 1.25 MILES TO A CHURCH ON THE LEFT AND
 BY2651'THE STATION AS DESCRIBED.
 BY2651'
 BY2651'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.25
 BY2651'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 BY2651'
 BY2651'AN 87 FOOT SIGNAL AT CENTRAL IS VISIBLE AT 37 FEET.
 BY2651'
 BY2651'A 74 FOOT SIGNAL AT BOZELL IS VISIBLE AT 37 FEET.
 BY2651'
 BY2651'A 110 FOOT SIGNAL AT BAKER IS VISIBLE AT 37 FEET.
 BY2651'
 BY2651'AN 87 FOOT SIGNAL AT DORR IS VISIBLE AT 37 FEET
 BY2651'
 BY2651'A 100 FOOT SIGNAL AT CHIRENO IS VISIBLE AT 37 FEET.
 BY2651'
 BY2651'AN 87 FOOT SIGNAL AT ETOILE IS VISIBLE AT 50 FEET.
 BY2651'
 BY2651'A 100 FOOT SIGNAL AT HUNTINGTON IS VISIBLE AT 50 FEET.
 BY2651'
 BY2651'A 100 FOOT SIGNAL AT UNION IS VISIBLE AT 64 FEET.
 BY2651'
 BY2651'A 100 FOOT SIGNAL AT LUFKIN E BASE IS VISIBLE AT 64 FEET.
 BY2651'
 BY2651'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1201 ***********************************************************************
 CR1201  DESIGNATION -  BERRY
 CR1201  PID         -  CR1201
 CR1201  STATE/COUNTY-  TX/UPSHUR
 CR1201  USGS QUAD   -  GLENWOOD (1978)
 CR1201
 CR1201                         *CURRENT SURVEY CONTROL
 CR1201  ___________________________________________________________________
 CR1201* NAD 83(1993)-  32 40 06.28914(N)    094 49 23.08725(W)     ADJUSTED  
 CR1201* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 CR1201  ___________________________________________________________________
 CR1201  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CR1201  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CR1201
 CR1201  HORZ ORDER  -  THIRD
 CR1201
 CR1201.The horizontal coordinates were established by classical geodetic methods
 CR1201.and adjusted by the National Geodetic Survey in February 1996..
 CR1201
 CR1201.The orthometric height was scaled from a topographic map.
 CR1201
 CR1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1201
 CR1201.The geoid height was determined by GEOID03.
 CR1201
 CR1201;                    North         East     Units Scale Factor Converg.
 CR1201;SPC TXNC     - 2,117,118.392   944,792.906   MT  0.99989485   +2 00 19.3
 CR1201;SPC TXNC     - 6,945,912.59  3,099,708.06   sFT  0.99989485   +2 00 19.3
 CR1201;UTM  15      - 3,615,996.569   329,049.173   MT  0.99996037   -0 59 03.5
 CR1201
 CR1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1201!SPC TXNC     -   0.99998628  x   0.99989485  =   0.99988113
 CR1201!UTM  15      -   0.99998628  x   0.99996037  =   0.99994665
 CR1201
 CR1201|---------------------------------------------------------------------|
 CR1201| PID    Reference Object                     Distance      Geod. Az  |
 CR1201|                                                           dddmmss.s |
 CR1201| CW9766 BERRY RM 1                            9.128 METERS 11038     |
 CR1201| CW9767 BERRY RM 2                           16.278 METERS 19121     |
 CR1201| CW9765 BERRY AZ MK                                        2815922.5 |
 CR1201|---------------------------------------------------------------------|
 CR1201
 CR1201                          SUPERSEDED SURVEY CONTROL
 CR1201
 CR1201  NAD 83(1986)-  32 40 06.29563(N)    094 49 23.07473(W) AD(       ) 3
 CR1201  NAD 27      -  32 40 05.80280(N)    094 49 22.31060(W) AD(       ) 3
 CR1201
 CR1201.Superseded values are not recommended for survey control.
 CR1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1201.See file dsdata.txt to determine how the superseded data were derived.
 CR1201
 CR1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2904915997(NAD 83)
 CR1201_MARKER: DS = TRIANGULATION STATION DISK
 CR1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1201+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2006
 CR1201
 CR1201  HISTORY     - Date     Condition        Report By
 CR1201  HISTORY     - 1957     MONUMENTED       CGS
 CR1201  HISTORY     - 20060216 GOOD             TXHD
 CR1201
 CR1201                          STATION DESCRIPTION
 CR1201
 CR1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1201'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF GLADEWATER
 CR1201'AND 8 MILES SOUTHEAST OF GILMER ON THE ROAD RIGHT-OF-WAY.
 CR1201'IT IS 34 FEET NORTH OF THE CENTER OF AN OIL ROAD, 23 FEET
 CR1201'SOUTHEAST OF A POWER LINE POLE, 17 FEET EAST OF A FENCE CORNER
 CR1201'AND 8 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH
 CR1201'WITH THE SURFACE OF THE GROUND AND IS STAMPED BERRY 1957.
 CR1201'
 CR1201'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF AN OIL
 CR1201'ROAD AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS SET
 CR1201'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED BERRY NO 1
 CR1201'1957.
 CR1201'
 CR1201'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTER OF AN OIL
 CR1201'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 CR1201'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 CR1201'BERRY NO 2 1957.
 CR1201'
 CR1201'THE AZIMUTH MARK IS 65 FEET NORTHEAST OF THE CENTER OF AN OIL
 CR1201'ROAD AND 41 FEET WEST OF THE CENTER OF FARM ROAD 1973.  IT IS SET
 CR1201'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED BERRY
 CR1201'1957.
 CR1201'
 CR1201'TO REACH THE STATION FROM THE POST OFFICE IN GILMER GO SOUTH
 CR1201'FOR 1 BLOCK TO THE JUNCTION WITH TEXAS STATE HIGHWAY 154.
 CR1201'TURN LEFT ON TEXAS STATE HIGHWAY 154 AND GO 4.2 MILES TO THE
 CR1201'JUNCTION WITH FARM ROAD 1650 ON THE RIGHT.  TURN RIGHT ON
 CR1201'FARM ROAD 1650 AND GO 3 MILES TO THE JUNCTION WITH FARM ROAD
 CR1201'1973 ON THE RIGHT.  TURN RIGHT ON FARM ROAD 1973 AND GO 1.1
 CR1201'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 CR1201'STRAIGHT AHEAD ON FARM ROAD 1973 FOR 0.05 MILES TO AN OIL ROAD
 CR1201'LEFT.  TURN LEFT ON THE OIL ROAD AND GO 0.35 MILE TO THE
 CR1201'STATION ON THE LEFT AS DESCRIBED.
 CR1201'
 CR1201'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
 CR1201
 CR1201                          STATION RECOVERY (2006)
 CR1201
 CR1201'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 2006 (MWD)
 CR1201'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0943 ***********************************************************************
 DO0943  DESIGNATION -  BERRY
 DO0943  PID         -  DO0943
 DO0943  STATE/COUNTY-  TX/FOARD
 DO0943  USGS QUAD   -  BOILING SPRING (1981)
 DO0943
 DO0943                         *CURRENT SURVEY CONTROL
 DO0943  ___________________________________________________________________
 DO0943* NAD 83(1993)-  33 57 21.32354(N)    099 59 42.42055(W)     ADJUSTED  
 DO0943* NAVD 88     -       551.     (meters)    1808.     (feet)  SCALED    
 DO0943  ___________________________________________________________________
 DO0943  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DO0943  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DO0943
 DO0943  HORZ ORDER  -  SECOND
 DO0943
 DO0943.The horizontal coordinates were established by classical geodetic methods
 DO0943.and adjusted by the National Geodetic Survey in February 1996..
 DO0943
 DO0943.The orthometric height was scaled from a topographic map.
 DO0943
 DO0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0943
 DO0943.The geoid height was determined by GEOID03.
 DO0943
 DO0943;                    North         East     Units Scale Factor Converg.
 DO0943;SPC TXNC     - 2,254,851.251   461,807.729   MT  0.99999702   -0 48 55.5
 DO0943;SPC TXNC     - 7,397,791.15  1,515,114.19   sFT  0.99999702   -0 48 55.5
 DO0943;UTM  14      - 3,757,714.860   408,053.929   MT  0.99970422   -0 33 21.1
 DO0943
 DO0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0943!SPC TXNC     -   0.99991791  x   0.99999702  =   0.99991493
 DO0943!UTM  14      -   0.99991791  x   0.99970422  =   0.99962215
 DO0943
 DO0943:                Primary Azimuth Mark                     Grid Az
 DO0943:SPC TXNC     -  BERRY AZ MK                              096 16 24.5
 DO0943:UTM  14      -  BERRY AZ MK                              096 00 50.1
 DO0943
 DO0943|---------------------------------------------------------------------|
 DO0943| PID    Reference Object                     Distance      Geod. Az  |
 DO0943|                                                           dddmmss.s |
 DO0943| CX7595 BERRY AZ MK                                        0952729.0 |
 DO0943| CX7597 BERRY RM 2                           17.115 METERS 22104     |
 DO0943| CX7596 BERRY RM 1                           11.228 METERS 32156     |
 DO0943|---------------------------------------------------------------------|
 DO0943
 DO0943                          SUPERSEDED SURVEY CONTROL
 DO0943
 DO0943  NAD 83(1993)-  33 57 21.32481(N)    099 59 42.42075(W) AD(       ) 2
 DO0943  NAD 83(1986)-  33 57 21.33004(N)    099 59 42.41258(W) AD(       ) 2
 DO0943  NAD 27      -  33 57 21.03719(N)    099 59 41.04448(W) AD(       ) 2
 DO0943
 DO0943.Superseded values are not recommended for survey control.
 DO0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0943.See file dsdata.txt to determine how the superseded data were derived.
 DO0943
 DO0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC0805457715(NAD 83)
 DO0943_MARKER: DS = TRIANGULATION STATION DISK
 DO0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0943_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0943
 DO0943  HISTORY     - Date     Condition        Report By
 DO0943  HISTORY     - 1967     MONUMENTED       CGS
 DO0943  HISTORY     - 1969     GOOD             CGS
 DO0943
 DO0943                          STATION DESCRIPTION
 DO0943
 DO0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DO0943'THE STATION IS LOCATED ABOUT 18 MILES EAST-SOUTHEAST OF PADUCAH,
 DO0943'15-1/2 MILES WEST SOUTHWEST OF CROWELL, 7 MILES SOUTHWEST OF THE
 DO0943'JUNCTION OF U.S. HIGHWAY 70 AND FARM ROAD 654, ON A LOW RIDGE THAT
 DO0943'IS DENSELY COVERED WITH BRUSH AND ON THE PROPERTY OF THE T RANCH.
 DO0943'
 DO0943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 DO0943'HIGHWAY 283 IN CROWELL, GO WEST ON U.S. HIGHWAY 70 FOR 9.05 MILES TO
 DO0943'FARM ROAD 2566.  CONTINUE WEST ON U.S. HIGHWAY 70 FOR 0.8 MILE TO
 DO0943'FARM ROAD 654 AT A ROADSIDE REST AREA.  TURN LEFT AND GO WEST AND
 DO0943'SOUTHWEST ON FARM ROAD 654 FOR 5.0 MILES TO A CONCRETE BRIDGE AT
 DO0943'THE END OF PAVED ROAD.  CONTINUE SOUTHWEST ON A DIRT ROAD FOR 0.7
 DO0943'MILE TO A RANCH HOUSE ON THE RIGHT.  CONTINUE SOUTHWEST ON THE
 DO0943'DIRT ROAD FOR 0.25 MILE TO A FORK AND A SIGN, TEXACO INC.  TAKE
 DO0943'THE LEFT FORK AND GO SOUTHWESTERLY ON A DIRT ROAD FOR 2.15 MILES
 DO0943'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHWESTERLY ON THE
 DO0943'DIRT ROAD FOR 0.3 MILE TO A 3-WAY INTERSECTION.  TAKE THE ROAD ON
 DO0943'THE EXTREME RIGHT AND GO NORTHERLY ON A TRACK ROAD FOR 0.25 MILE TO
 DO0943'AN OIL WELL.  (A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO TRAVEL
 DO0943'TO THE STATION FROM THIS POINT).  CONTINUE NORTHERLY FOR 50 YARDS.
 DO0943'TURN LEFT AND GO WESTERLY, SELECTING YOUR WAY THROUGH
 DO0943'BRUSH FOR 0.15 MILE TO THE STATION ON THE HIGHEST POINT OF THE
 DO0943'RIDGE.
 DO0943'
 DO0943'THE STATION MARK IS A STANDARD DISK STAMPED BERRY 1967, SET IN THE
 DO0943'TOP OF A ROUND CONCRETE POST, 15 INCHES IN DIAMETER, THAT IS FLUSH
 DO0943'WITH THE GROUND SURFACE.  IT IS 8.2 FEET NORTHWEST OF A WITNESS
 DO0943'POST.
 DO0943'
 DO0943'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BERRY NO 1 1967, CEMENTED
 DO0943'IN A DRILL HOLE IN A MASS OF ROCK OUTCROP THAT IS FLUSH WITH THE
 DO0943'GROUND SURFACE AND IS THE SAME ELEVATION AS THE STATION MARK.  THE
 DO0943'DISTANCE FROM THE AXIS OF THE TELESCOPE IS 40.71 FEET OR 12.408
 DO0943'METERS.  IT IS 44.8 FEET NORTHWEST OF THE WITNESS POST.
 DO0943'
 DO0943'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BERRY NO 2 1967, CEMENTED
 DO0943'IN A DRILL HOLE IN A MASS OF ROCK OUTCROP THAT IS FLUSH WITH THE
 DO0943'GROUND SURFACE AND IS 1 FOOTLOWER IN ELEVATION THAN THE STATION
 DO0943'MARK.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 58.99 FEET
 DO0943'OR 17.981 METERS.  IT IS 55.5 FEET SOUTHWEST OF THE WITNESS POST.
 DO0943'
 DO0943'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BERRY 1967, CEMENTED
 DO0943'IN A DRILL HOLE IN A MASS OF ROCK OUTCROP THAT IS FLUSH WITH THE
 DO0943'GROUND SURFACE.  IT IS 33.0 FEET SOUTH OF THE CENTERLINE OF A DIRT
 DO0943'ROAD AND 11.2 FEET SOUTH OF A WITNESS POST.
 DO0943'
 DO0943'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 DO0943'OBSTRUCTIONS.
 DO0943'
 DO0943'THE UNDERGROUND STATION MARK IS SET 14 INCHES BELOW THE GROUND
 DO0943'SURFACE.
 DO0943
 DO0943                          STATION RECOVERY (1969)
 DO0943
 DO0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0943'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 DO0943'WERE RECOVERED AS DESCRIBED BY H.D.M. IN 1967, AND IN GOOD
 DO0943'CONDITION, EXCEPT FOR THE FOLLOWING--
 DO0943'
 DO0943'THE AZIMUTH MARK IS SOUTHEAST OF A METAL WITNESS POST, NOT SOUTH AS
 DO0943'PREVIOUSLY NOTED.
 DO0943'
 DO0943'HEIGHT OF LIGHT ABOVE STATION MARK 12 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1729 ***********************************************************************
 FL1729  DESIGNATION -  BERRY
 FL1729  PID         -  FL1729
 FL1729  STATE/COUNTY-  TX/ARMSTRONG
 FL1729  USGS QUAD   -  CLAUDE (1983)
 FL1729
 FL1729                         *CURRENT SURVEY CONTROL
 FL1729  ___________________________________________________________________
 FL1729* NAD 83(1993)-  35 04 27.49532(N)    101 15 55.77990(W)     ADJUSTED  
 FL1729* NAVD 88     -      1019.     (meters)    3343.     (feet)  SCALED    
 FL1729  ___________________________________________________________________
 FL1729  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 FL1729  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 FL1729
 FL1729  HORZ ORDER  -  THIRD
 FL1729
 FL1729.The horizontal coordinates were established by classical geodetic methods
 FL1729.and adjusted by the National Geodetic Survey in February 1996..
 FL1729
 FL1729.The orthometric height was scaled from a topographic map.
 FL1729
 FL1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1729
 FL1729.The geoid height was determined by GEOID03.
 FL1729
 FL1729;                    North         East     Units Scale Factor Converg.
 FL1729;SPC TX N     - 1,119,205.296   221,386.671   MT  0.99992875   +0 08 09.3
 FL1729;SPC TX N     - 3,671,926.04    726,332.77   sFT  0.99992875   +0 08 09.3
 FL1729;UTM  14      - 3,883,630.579   293,438.508   MT  1.00012588   -1 18 08.3
 FL1729
 FL1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1729!SPC TX N     -   0.99984418  x   0.99992875  =   0.99977294
 FL1729!UTM  14      -   0.99984418  x   1.00012588  =   0.99997004
 FL1729
 FL1729:                Primary Azimuth Mark                     Grid Az
 FL1729:SPC TX N     -  BERRY AZ MK                              113 55 20.9
 FL1729:UTM  14      -  BERRY AZ MK                              115 21 38.5
 FL1729
 FL1729|---------------------------------------------------------------------|
 FL1729| PID    Reference Object                     Distance      Geod. Az  |
 FL1729|                                                           dddmmss.s |
 FL1729| CJ6629 BERRY AZ MK                                        1140330.2 |
 FL1729| CJ6630 BERRY RM 1                            7.928 METERS 13225     |
 FL1729| CJ6631 BERRY RM 2                            7.726 METERS 27619     |
 FL1729| FL1727 CLAUDE GRAIN ELEVATOR               APPROX. 9.7 KM 2955611.7 |
 FL1729| FL1728 CLAUDE MUNICIPAL TANK               APPROX. 9.5 KM 2964007.4 |
 FL1729|---------------------------------------------------------------------|
 FL1729
 FL1729                          SUPERSEDED SURVEY CONTROL
 FL1729
 FL1729  NAD 83(1993)-  35 04 27.49968(N)    101 15 55.77706(W) AD(       ) 3
 FL1729  NAD 83(1986)-  35 04 27.50144(N)    101 15 55.77143(W) AD(       ) 3
 FL1729  NAD 27      -  35 04 27.32047(N)    101 15 54.18795(W) AD(       ) 3
 FL1729
 FL1729.Superseded values are not recommended for survey control.
 FL1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1729.See file dsdata.txt to determine how the superseded data were derived.
 FL1729
 FL1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9343983631(NAD 83)
 FL1729_MARKER: DS = TRIANGULATION STATION DISK
 FL1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1729
 FL1729  HISTORY     - Date     Condition        Report By
 FL1729  HISTORY     - 1964     MONUMENTED       CGS
 FL1729  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 FL1729
 FL1729                          STATION DESCRIPTION
 FL1729
 FL1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 FL1729'THE STATION IS LOCATED ABOUT 6 MILES EAST SOUTHEAST OF CLAUDE, 6
 FL1729'MILES WEST NORTHWEST OF GOODNIGHT ON THE SOUTH ROAD RIGHT-OF-WAY OF
 FL1729'U.S. HIGHWAY 287.
 FL1729'
 FL1729'TO REACH THE STATION FROM THE ARMSTRONG COUNTY COURTHOUSE IN CLAUDE,
 FL1729'GO EAST SOUTHEAST ON U.S. HIGHWAY 287 FOR 5.85 MILES TO THE STATION
 FL1729'ON THE RIGHT.  TO REACH THE AZIMUTH MARK CONTINUE AHEAD ON U.S.
 FL1729'HIGHWAY 287 FOR 0.55 MILE TO A GRAVEL SIDE ROAD RIGHT AND THE MARK
 FL1729'ON THE RIGHT.
 FL1729'
 FL1729'THE STATION MARK IS A STANDARD DISK, STAMPED BERRY 1964, CEMENTED IN
 FL1729'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 FL1729'THE GROUND.  IT IS 108 FEET SOUTH SOUTHWEST OF THE CENTER OF THE
 FL1729'EAST BOUND LANE OF U.S. HIGHWAY 287, 9.3 FEET NORTH NORTHEAST OF
 FL1729'THE RIGHT-OF-WAY FENCE AND 8.8 FEET NORTH NORTHEAST OF A WITNESS
 FL1729'POST.
 FL1729'
 FL1729'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BERRY NO 1 1964,
 FL1729'CEMENTED IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 FL1729'INCH ABOVE THE GROUND.  IT IS 24.0 FEET EAST SOUTHEAST OF THE
 FL1729'WITNESS POST, 1.5 FEET NORTH NORTHEAST OF THE RIGHT-OF-WAY FENCE
 FL1729'AND AT THE SAME ELEVATION AS THE STATION.
 FL1729'
 FL1729'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BERRY NO 2 1964,
 FL1729'CEMENTED IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 FL1729'INCH ABOVE THE GROUND.  IT IS 25.0 FEET WEST NORTHWEST OF THE
 FL1729'WITNESS POST, 1.0 FEET NORTH NORTHEAST OF THE RIGHT-OF-WAY FENCE AND
 FL1729'AT THE SAME ELEVATION AS THE STATION.
 FL1729'
 FL1729'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BERRY 1964, CEMENTED IN
 FL1729'A DRILL HOLE IN THE CENTER OF THE WEST NORTHWEST END OF A CULVERT
 FL1729'UNDER A NORTH-SOUTH GRAVEL ROAD.  IT IS 55 FEET SOUTH SOUTHWEST OF
 FL1729'THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY 287, 17 FEET
 FL1729'WEST OF THE CENTER OF THE GRAVEL ROAD, 1.8 FEET NORTH OF A WITNESS
 FL1729'POST AND AT ABOUT THE SAME ELEVATION AS THE GRAVEL ROAD.
 FL1729
 FL1729                          STATION RECOVERY (2004)
 FL1729
 FL1729'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0937 ***********************************************************************
 CB0937  DESIGNATION -  BERRY
 CB0937  PID         -  CB0937
 CB0937  STATE/COUNTY-  TX/GLASSCOCK
 CB0937  USGS QUAD   -  THREE BLUFF DRAW NW (1973)
 CB0937
 CB0937                         *CURRENT SURVEY CONTROL
 CB0937  ___________________________________________________________________
 CB0937* NAD 83(1993)-  31 44 18.74774(N)    101 23 43.73967(W)     ADJUSTED  
 CB0937* NAVD 88     -       830.     (meters)    2723.     (feet)  SCALED    
 CB0937  ___________________________________________________________________
 CB0937  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 CB0937  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CB0937
 CB0937  HORZ ORDER  -  SECOND
 CB0937
 CB0937.The horizontal coordinates were established by classical geodetic methods
 CB0937.and adjusted by the National Geodetic Survey in February 1996..
 CB0937
 CB0937.The orthometric height was scaled from a topographic map.
 CB0937
 CB0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0937
 CB0937.The geoid height was determined by GEOID03.
 CB0937
 CB0937;                    North         East     Units Scale Factor Converg.
 CB0937;SPC TX C     - 3,230,166.007   599,355.475   MT  0.99996431   -0 32 49.5
 CB0937;SPC TX C     -10,597,636.31  1,966,385.42   sFT  0.99996431   -0 32 49.5
 CB0937;UTM  14      - 3,513,951.980   273,064.336   MT  1.00023520   -1 15 38.4
 CB0937
 CB0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0937!SPC TX C     -   0.99987347  x   0.99996431  =   0.99983778
 CB0937!UTM  14      -   0.99987347  x   1.00023520  =   1.00010864
 CB0937
 CB0937:                Primary Azimuth Mark                     Grid Az
 CB0937:SPC TX C     -  BERRY AZ MK                              005 17 15.3
 CB0937:UTM  14      -  BERRY AZ MK                              006 00 04.2
 CB0937
 CB0937|---------------------------------------------------------------------|
 CB0937| PID    Reference Object                     Distance      Geod. Az  |
 CB0937|                                                           dddmmss.s |
 CB0937| CH8392 BERRY AZ MK                                        0044425.8 |
 CB0937| CH8393 BERRY RM 1                           33.217 METERS 21333     |
 CB0937| CH8394 BERRY RM 2                           31.038 METERS 29153     |
 CB0937| CB0988 SHELL PUMPING STA WATER TK          APPROX.15.5 KM 3045221.1 |
 CB0937|---------------------------------------------------------------------|
 CB0937
 CB0937                          SUPERSEDED SURVEY CONTROL
 CB0937
 CB0937  NAD 83(1986)-  31 44 18.75462(N)    101 23 43.72818(W) AD(       ) 2
 CB0937  NAD 27      -  31 44 18.26200(N)    101 23 42.30800(W) AD(       ) 2
 CB0937
 CB0937.Superseded values are not recommended for survey control.
 CB0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0937.See file dsdata.txt to determine how the superseded data were derived.
 CB0937
 CB0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA7306413952(NAD 83)
 CB0937_MARKER: DS = TRIANGULATION STATION DISK
 CB0937_SETTING: 0 = UNSPECIFIED SETTING
 CB0937
 CB0937  HISTORY     - Date     Condition        Report By
 CB0937  HISTORY     - 1943     MONUMENTED       CGS
 CB0937  HISTORY     - 1949     GOOD             CGS
 CB0937
 CB0937                          STATION DESCRIPTION
 CB0937
 CB0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0937'STATION IS LOCATED ABOUT 12 MILES SE OF GARDEN CITY ON A FLAT
 CB0937'MESA ABOUT 3.5 MILES E OF THE BIG LAKE ROAD, 150 FEET W OF A
 CB0937'HOUSE OCCUPIED BY A MR. BERRY, 150 FEET S OF THE BARN, AND 75 FEET
 CB0937'E OF A PASTURE FENCE.  THERE IS A WHITE WITNESS POST SET 5 FEET E
 CB0937'OF THE STATION MARK.  THE MARK PROJECTS ABOUT 5 INCHES.
 CB0937'
 CB0937'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 CB0937'THE TOP OF CONCRETE POSTS.
 CB0937'
 CB0937'REFERENCE MARK 1 IS SW OF THE STATION, 1 FOOT E OF THE PASTURE
 CB0937'FENCE, AND PROJECTS ABOUT 7 INCHES.
 CB0937'
 CB0937'REFERENCE MARK 2 IS NW OF THE STATION, 1 FOOT E OF THE PASTURE
 CB0937'FENCE, 4 FEET S OF A GATE, AND PROJECTS ABOUT 7 INCHES.
 CB0937'
 CB0937'AZIMUTH MARK IS 0.3 MILE N OF THE STATION, 12 FEET E OF THE
 CB0937'CENTER LINE OF A FARM ROAD, AND PROJECTS ABOUT 9 INCHES.
 CB0937'
 CB0937'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 158
 CB0937'AND THE BIG LAKE ROAD IN GARDEN CITY, GO S ON THE BIG LAKE ROAD
 CB0937'FOR 11.2 MILES TO POINT WHERE BIG LAKE ROAD TURNS SHARP RIGHT,
 CB0937'W, AND A GATE ON THE LEFT.  GO LEFT THROUGH GATE FOLLOWING
 CB0937'MAIN-TRAVELED ROAD FOR 0.25 MILE TO A FORK, TAKE LEFT FORK AND
 CB0937'GO E FOR 1.3 MILES TO A GATE, GO THROUGH GATE AND CONTINUE ON
 CB0937'0.3 MILE TO ANOTHER GATE.  PASS THROUGH THIS GATE FOLLOWING
 CB0937'MAIN ROAD, WHICH IS ABOUT 0.1 MILE SOUTH OF A SET OF RANCH
 CB0937'BUILDINGS.  GO 0.9 MILE TO ANOTHER GATE.  CONTINUE ON
 CB0937'MAIN-TRAVELED ROAD FOR 1.0 MILE TO A GATE, PASS THROUGH
 CB0937'THIS GATE AND GO 1.1 MILES TO A SET OF RANCH BUILDINGS, PASS
 CB0937'THROUGH BARN LOT, TWO GATES, AND BEAR NORTH ALONG RANCH ROAD
 CB0937'FOR 0.55 MILE TO GATE, PASS THROUGH THIS GATE AND CONTINUE
 CB0937'ON 0.15 MILE TO RANCH BUILDINGS AND STATION AS DESCRIBED.  IT IS
 CB0937'POSSIBLE TO DRIVE TRUCK TO STATION BY CIRCLING THE RANCH
 CB0937'BUILDINGS, PASSING THROUGH BARN LOT AND AROUND HOUSE TO
 CB0937'STATION.
 CB0937'
 CB0937'HEIGHT OF LIGHT ABOVE STATION MARK-23 METERS.
 CB0937
 CB0937                          STATION RECOVERY (1949)
 CB0937
 CB0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WHA)
 CB0937'DESCRIPTION ADEQUATE.  ALL MARKS IN GOOD CONDITION AND STAMPED
 CB0937'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1261 ***********************************************************************
 CR1261  DESIGNATION -  BERRYHILL
 CR1261  PID         -  CR1261
 CR1261  STATE/COUNTY-  TX/SMITH
 CR1261  USGS QUAD   -  STARRVILLE (1966)
 CR1261
 CR1261                         *CURRENT SURVEY CONTROL
 CR1261  ___________________________________________________________________
 CR1261* NAD 83(1993)-  32 29 49.82454(N)    095 01 32.18177(W)     ADJUSTED  
 CR1261* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 CR1261  ___________________________________________________________________
 CR1261  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CR1261  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CR1261
 CR1261  HORZ ORDER  -  FIRST
 CR1261
 CR1261.The horizontal coordinates were established by classical geodetic methods
 CR1261.and adjusted by the National Geodetic Survey in February 1996..
 CR1261
 CR1261.The orthometric height was scaled from a topographic map.
 CR1261
 CR1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1261
 CR1261.The geoid height was determined by GEOID03.
 CR1261
 CR1261;                    North         East     Units Scale Factor Converg.
 CR1261;SPC TXNC     - 2,097,494.121   926,436.574   MT  0.99991912   +1 53 41.7
 CR1261;SPC TXNC     - 6,881,528.63  3,039,483.99   sFT  0.99991912   +1 53 41.7
 CR1261;UTM  15      - 3,597,353.588   309,693.410   MT  1.00004661   -1 05 19.0
 CR1261
 CR1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1261!SPC TXNC     -   0.99998296  x   0.99991912  =   0.99990208
 CR1261!UTM  15      -   0.99998296  x   1.00004661  =   1.00002957
 CR1261
 CR1261:                Primary Azimuth Mark                     Grid Az
 CR1261:SPC TXNC     -  GLADEWATER MUNICIPAL TANK                058 39 06.4
 CR1261:UTM  15      -  GLADEWATER MUNICIPAL TANK                061 38 07.1
 CR1261
 CR1261|---------------------------------------------------------------------|
 CR1261| PID    Reference Object                     Distance      Geod. Az  |
 CR1261|                                                           dddmmss.s |
 CR1261| CR1211 GLADEWATER MUNICIPAL TANK           APPROX. 9.1 KM 0603248.1 |
 CR1261| CX9721 BERRYHILL AZ MK                                    0645333.7 |
 CR1261| CX9722 BERRYHILL RM 1                       21.945 METERS 07650     |
 CR1261| CR1174 GLADEWATER RAD STA KSIJ MAST        APPROX. 5.9 KM 0870018.2 |
 CR1261| CR1260 TT 15 WM USGS 1950                   22.154 METERS 21203     |
 CR1261| CR1235 BIG SANDY MUNICIPAL TANK            APPROX.12.7 KM 3212446.0 |
 CR1261| CR1238 BIG SANDY DIV LONGVIEW MUN TK       APPROX. 9.7 KM 3291343.0 |
 CR1261|---------------------------------------------------------------------|
 CR1261
 CR1261                          SUPERSEDED SURVEY CONTROL
 CR1261
 CR1261  NAD 83(1986)-  32 29 49.83217(N)    095 01 32.16829(W) AD(       ) 1
 CR1261  NAD 27      -  32 29 49.30930(N)    095 01 31.37840(W) AD(       ) 1
 CR1261
 CR1261.Superseded values are not recommended for survey control.
 CR1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1261.See file dsdata.txt to determine how the superseded data were derived.
 CR1261
 CR1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR0969397354(NAD 83)
 CR1261_MARKER: DS = TRIANGULATION STATION DISK
 CR1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1261_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1261
 CR1261  HISTORY     - Date     Condition        Report By
 CR1261  HISTORY     - 1950     MONUMENTED       CGS
 CR1261  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR1261  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR1261
 CR1261                          STATION DESCRIPTION
 CR1261
 CR1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1261'STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF BIG SANDY
 CR1261'AND 5.5 MILES SOUTHWEST OF GLADEWATER ALONG THE RIGHT OF
 CR1261'WAY OF U.S. HIGHWAY 271.  STATION IS 96 FEET NORTHWEST OF
 CR1261'THE CENTERLINE OF HIGHWAY, 85 FEET NORTHEAST OF A LARGE
 CR1261'LONE OAK TREE AND 5 FEET NORTHWEST OF WITNESS POST.  THE
 CR1261'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BERRYHILL
 CR1261'1950.
 CR1261'
 CR1261'REFERENCE MARK NO. 1 66 FEET NORTHWEST OF THE CENTERLINE
 CR1261'OF HIGHWAY.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 CR1261'IS STAMPED BERRYHILL NO 1 1950.
 CR1261'
 CR1261'A TRAVERSE CONNECTION WAS MADE TO TT 15 WM (USGS) WHICH
 CR1261'WAS USED FOR REFERENCE MARK NO. 2.  THE MARK IS 70 FEET
 CR1261'NORTHWEST OF THE CENTERLINE OF HIGHWAY AND 21 FEET EAST
 CR1261'SOUTHEAST OF THE LONE OAK TREE.  THE MARK IS A 6 X 6 CONCRETE
 CR1261'POST, PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED TT
 CR1261'15 WM 1950.
 CR1261'
 CR1261'AZIMUTH MARK IS 69 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY,
 CR1261'9 FEET NORTHWEST OF FENCE AND 2 FEET SOUTHWEST OF WITNESS
 CR1261'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 CR1261'STAMPED BERRYHILL 1950.
 CR1261'
 CR1261'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 271 IN
 CR1261'GLADEWATER GO SOUTHWEST ON U.S. HIGHWAY 271 FOR 5.35 MILES
 CR1261'TO AZIMUTH MARK ON LEFT OR SOUTHEAST SIDE OF HIGHWAY AS
 CR1261'DESCRIBED.  CONTINUE SOUTHWEST FOR 0.25 MILE TO STATION
 CR1261'ON RIGHT OR NORTHWEST SIDE OF HIGHWAY AS DESCRIBED.
 CR1261'
 CR1261'A 110 FOOT SIGNAL AT STATION GLADEWATER IS V.G.
 CR1261'
 CR1261'A 110 FOOT SIGNAL AT STATION LAIRD IS V.G.
 CR1261'
 CR1261'A 74 FOOT SIGNAL AT STATION DOUGLAS IS V.G.
 CR1261'
 CR1261'AN 87 FOOT SIGNAL AT STATION WINONA IS VISIBLE AT 37 FEET.
 CR1261'
 CR1261'A 100 FOOT SIGNAL AT STATION WILKINS W BASE IS VISIBLE AT
 CR1261'37 FEET.
 CR1261'
 CR1261'A 74 FOOT SIGNAL AT STATION WILKINS E BASE IS VISIBLE AT
 CR1261'37 FEET.
 CR1261'
 CR1261'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1261
 CR1261                          STATION RECOVERY (1996)
 CR1261
 CR1261'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1261'MARK NOT FOUND.
 CR1261
 CR1261                          STATION RECOVERY (2004)
 CR1261
 CR1261'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1699 ***********************************************************************
 FL1699  DESIGNATION -  BERT
 FL1699  PID         -  FL1699
 FL1699  STATE/COUNTY-  TX/GRAY
 FL1699  USGS QUAD   -  GRANDVIEW SCHOOL (1966)
 FL1699
 FL1699                         *CURRENT SURVEY CONTROL
 FL1699  ___________________________________________________________________
 FL1699* NAD 83(1993)-  35 17 57.40765(N)    101 04 47.76652(W)     ADJUSTED  
 FL1699* NAVD 88     -      1007.     (meters)    3304.     (feet)  SCALED    
 FL1699  ___________________________________________________________________
 FL1699  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 FL1699  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL1699
 FL1699  HORZ ORDER  -  SECOND
 FL1699
 FL1699.The horizontal coordinates were established by classical geodetic methods
 FL1699.and adjusted by the National Geodetic Survey in February 1996..
 FL1699
 FL1699.The orthometric height was scaled from a topographic map.
 FL1699
 FL1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1699
 FL1699.The geoid height was determined by GEOID03.
 FL1699
 FL1699;                    North         East     Units Scale Factor Converg.
 FL1699;SPC TX N     - 1,144,218.783   238,203.368   MT  0.99991301   +0 14 36.4
 FL1699;SPC TX N     - 3,753,991.12    781,505.55   sFT  0.99991301   +0 14 36.4
 FL1699;UTM  14      - 3,908,216.949   310,882.207   MT  1.00004078   -1 12 08.1
 FL1699
 FL1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1699!SPC TX N     -   0.99984602  x   0.99991301  =   0.99975904
 FL1699!UTM  14      -   0.99984602  x   1.00004078  =   0.99988679
 FL1699
 FL1699|---------------------------------------------------------------------|
 FL1699| PID    Reference Object                     Distance      Geod. Az  |
 FL1699|                                                           dddmmss.s |
 FL1699| CJ6633 BERT RM 1                            20.202 METERS 10946     |
 FL1699| FL2000 AMARILLO ST LOUIS AWY BCN 3         APPROX.11.8 KM 1344134.8 |
 FL1699| CJ6632 BERT AZ MK                                         1811408.8 |
 FL1699| FL1710 GROOM MUNICIPAL TANK                APPROX.10.9 KM 1932208.7 |
 FL1699| CJ6634 BERT RM 2                            18.028 METERS 34903     |
 FL1699|---------------------------------------------------------------------|
 FL1699
 FL1699                          SUPERSEDED SURVEY CONTROL
 FL1699
 FL1699  NAD 83(1993)-  35 17 57.41058(N)    101 04 47.76478(W) AD(       ) 2
 FL1699  NAD 83(1986)-  35 17 57.41365(N)    101 04 47.75696(W) AD(       ) 2
 FL1699  NAD 27      -  35 17 57.24100(N)    101 04 46.20100(W) AD(       ) 2
 FL1699
 FL1699.Superseded values are not recommended for survey control.
 FL1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1699.See file dsdata.txt to determine how the superseded data were derived.
 FL1699
 FL1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1088208217(NAD 83)
 FL1699_MARKER: DG = GRAVITY STATION DISK
 FL1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1699
 FL1699  HISTORY     - Date     Condition        Report By
 FL1699  HISTORY     - 1951     MONUMENTED       CGS
 FL1699  HISTORY     - 1956     GOOD             CGS
 FL1699
 FL1699                          STATION DESCRIPTION
 FL1699
 FL1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1699'THE STATION IS LOCATED AT THE JUNCTION OF A GRADED NORTH-SOUTH
 FL1699'ROAD AND A GRADED EAST-WEST SIDE ROAD, ABOUT 17 MILES AIRLINE
 FL1699'SOUTH-SOUTHWEST OF PAMPA, ABOUT 7 MILES AIRLINE NORTH OF GROOM,
 FL1699'AND ABOUT 11 MILES AIRLINE SOUTHEAST OF WHITE DEER.
 FL1699'
 FL1699'TO REACH THE STATION FROM THE POST OFFICE IN GROOM, GO SOUTH FOR 1
 FL1699'BLOCK TO A STOP SIGN.  TURN LEFT ONTO U.S. HIGHWAY 66 AND GO 0.5
 FL1699'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 1.6 MILES TO A
 FL1699'CROSS ROAD.  TURN RIGHT AND GO 1.0 MILE TO A SIDE ROAD ON THE
 FL1699'LEFT.  TURN LEFT AND GO 4.5 MILES TO A FENCE CORNER AND THE
 FL1699'AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT AHEAD AND GO 0.5 MILE TO
 FL1699'A SIDE ROAD AND THE STATION ON THE RIGHT.
 FL1699'
 FL1699'THE STATION MARK IS A STANDARD DISK STAMPED BERT 1951 SET IN
 FL1699'THE TOP OF A ROUND CONCRETE POST, ABOUT 10 INCHES IN DIAMETER,
 FL1699'THAT SETS ABOUT 14 INCHES BELOW THE GROUND.  IT IS ABOUT 42 FEET
 FL1699'EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND ABOUT 44
 FL1699'FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD.
 FL1699'
 FL1699'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BERT NO 1
 FL1699'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1699'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS ABOUT 21 FEET
 FL1699'NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD, IN AN EAST-WEST
 FL1699'FENCE LINE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 FL1699'
 FL1699'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BERT NO 2
 FL1699'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1699'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 1
 FL1699'FOOT WEST OF A FENCE LINE, ABOUT 30 FEET EAST OF THE CENTERLINE
 FL1699'OF A NORTH-SOUTH ROAD, AND ABOUT THE SAME ELEVATION AS THE
 FL1699'STATION.
 FL1699'
 FL1699'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF THE GRADED
 FL1699'DIRT NORTH-SOUTH ROAD THAT RUNS PAST THE STATION AND IS A
 FL1699'STANDARD DISK STAMPED BERT 1951 SET IN THE TOP OF A 10-INCH
 FL1699'SQUARE CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE
 FL1699'GROUND.  IT IS ABOUT 1 FOOT EAST OF A FENCE LINE, ABOUT 30
 FL1699'FEET WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT 100 FEET
 FL1699'SOUTH OF A FENCE CORNER.
 FL1699'
 FL1699'THE SUBSTITUTE STATION IS THE INTERSECTION OF THE CENTERLINES
 FL1699'OF A GRADED NORTH-SOUTH ROAD AND A GRADED EAST-WEST ROAD THAT
 FL1699'RUNS EAST FROM THE INTERSECTION.  IT IS ABOUT 1 FOOT HIGHER
 FL1699'THAN THE STATION.
 FL1699
 FL1699                          STATION RECOVERY (1956)
 FL1699
 FL1699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL1699'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1699'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL1699'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0590 ***********************************************************************
 BN0590  DESIGNATION -  BERTRAM
 BN0590  PID         -  BN0590
 BN0590  STATE/COUNTY-  TX/BURNET
 BN0590  USGS QUAD   -  BERTRAM (1986)
 BN0590
 BN0590                         *CURRENT SURVEY CONTROL
 BN0590  ___________________________________________________________________
 BN0590* NAD 83(1993)-  30 44 59.19731(N)    098 04 07.22443(W)     ADJUSTED  
 BN0590* NAVD 88     -       390.48   (+/-2cm)    1281.1    (feet)  VERTCON   
 BN0590  ___________________________________________________________________
 BN0590  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 BN0590  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 BN0590
 BN0590  HORZ ORDER  -  FIRST
 BN0590  VERT ORDER  -  THIRD ? (See Below)
 BN0590
 BN0590.The horizontal coordinates were established by classical geodetic methods
 BN0590.and adjusted by the National Geodetic Survey in February 1996..
 BN0590
 BN0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0590.The vertical order pertains to the NGVD 29 superseded value.
 BN0590
 BN0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0590
 BN0590.The geoid height was determined by GEOID03.
 BN0590
 BN0590;                    North         East     Units Scale Factor Converg.
 BN0590;SPC TX C     - 3,122,275.221   916,808.818   MT  0.99989133   +1 09 59.2
 BN0590;SPC TX C     -10,243,664.62  3,007,896.93   sFT  0.99989133   +1 09 59.2
 BN0590;UTM  14      - 3,402,241.930   589,143.273   MT  0.99969802   +0 28 34.4
 BN0590
 BN0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0590!SPC TX C     -   0.99994263  x   0.99989133  =   0.99983396
 BN0590!UTM  14      -   0.99994263  x   0.99969802  =   0.99964066
 BN0590
 BN0590:                Primary Azimuth Mark                     Grid Az
 BN0590:SPC TX C     -  BERTRAM CITY WATER TANK                  120 35 49.3
 BN0590:UTM  14      -  BERTRAM CITY WATER TANK                  121 17 14.1
 BN0590
 BN0590|---------------------------------------------------------------------|
 BN0590| PID    Reference Object                     Distance      Geod. Az  |
 BN0590|                                                           dddmmss.s |
 BN0590| BN0589 BERTRAM CITY WATER TANK             APPROX. 1.6 KM 1214548.5 |
 BN0590| CV3807 BERTRAM RM 1                         22.667 METERS 14044     |
 BN0590| CV3806 BERTRAM AZ MK                                      1513206.8 |
 BN0590| CV3808 BERTRAM RM 2                         19.006 METERS 32011     |
 BN0590|---------------------------------------------------------------------|
 BN0590
 BN0590                          SUPERSEDED SURVEY CONTROL
 BN0590
 BN0590  NAD 83(1986)-  30 44 59.20885(N)    098 04 07.21161(W) AD(       ) 1
 BN0590  NAD 27      -  30 44 58.54585(N)    098 04 06.13556(W) AD(       ) 1
 BN0590  NGVD 29 (07/19/86)  390.40   (m)         1280.8    (f) LEVELING    3  
 BN0590
 BN0590.Superseded values are not recommended for survey control.
 BN0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0590.See file dsdata.txt to determine how the superseded data were derived.
 BN0590
 BN0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8914302242(NAD 83)
 BN0590_MARKER: DS = TRIANGULATION STATION DISK
 BN0590_SETTING: 66 = SET IN ROCK OUTCROP
 BN0590_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0590
 BN0590  HISTORY     - Date     Condition        Report By
 BN0590  HISTORY     - 1967     MONUMENTED       CGS
 BN0590  HISTORY     - 20020223 GOOD             USPSQD
 BN0590
 BN0590                          STATION DESCRIPTION
 BN0590
 BN0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0590'THE STATION IS LOCATED 0.75 MILE WEST-NORTHWEST OF BERTRAM, 0.2
 BN0590'MILE NORTH OF THE SOUTHERN PACIFIC RAILROAD AND ON PROPERTY OWNED
 BN0590'BY MR. NELSON GRAY.
 BN0590'
 BN0590'TO REACH THE STATION FROM THE POST OFFICE IN BERTRAM, GO NORTH
 BN0590'ON LAMPASAS STREET FOR 0.1 MILE TO STATE HIGHWAY 29.  TURN LEFT
 BN0590'AND GO WEST ON STATE HIGHWAY 29 FOR 0.7 MILE TO THE AZIMUTH
 BN0590'MARK ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 29 FOR
 BN0590'APPROXIMATELY 50-YARDS TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 BN0590'NORTH FOR 0.2 MILE TO THE STATION ON THE LEFT JUST BEFORE
 BN0590'REACHING A T-INTERSECTION.
 BN0590'
 BN0590'THE STATION MARK IS A STANDARD DISK, CEMENTED IN A DRILL HOLE
 BN0590'IN BEDROCK 18-INCHES BELOW THE GROUND SURFACE.  IT IS 56 FEET
 BN0590'WEST OF THE CENTER OF A GRAVELED ROAD, 36 FEET SOUTH OF A
 BN0590'20-INCH OAK TREE, 31.5 FEET SOUTH-SOUTHWEST OF A CORNER FENCE
 BN0590'POST, 24 FEET WEST OF A WIRE FENCE AND 23 FEET EAST OF A
 BN0590'18-INCH OAK TREE.
 BN0590'
 BN0590'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BERTRAM NO 1 1967,
 BN0590'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BN0590'2-INCHES.  IT IS 92.5 FEET SOUTH OF THE CORNER FENCE POST, 31
 BN0590'FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 9.5 FEET
 BN0590'NORTH-NORTHWEST OF A TELEPHONE POLE.
 BN0590'
 BN0590'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BERTRAM NO 2 1967,
 BN0590'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BN0590'1-INCH.  IT IS 56.5 FEET WEST OF THE FENCE CORNER POST, 53.5
 BN0590'FEET NORTHWEST OF A 18-INCH OAK TREE, 28 FEET SOUTH OF THE
 BN0590'CENTER OF THE GRAVELED ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 BN0590'
 BN0590'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BERTRAM 1967, SET
 BN0590'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BN0590'1-INCH.  IT IS 49 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 29,
 BN0590'24 FEET EAST OF A TELEPHONE POLE, 4.5 FEET WEST OF A METAL
 BN0590'WITNESS SIGN POST AND 1 FOOT NORTH OF A WOODEN FENCE.
 BN0590
 BN0590                          STATION RECOVERY (2002)
 BN0590
 BN0590'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0590'PROPERTY HAS CHANGED OWNERSHIP.  RM 1 RECOVERED - ROAD IS NOW PAVED.
 BN0590'RM 2 RECOVERED - ROAD IS NOW PAVED.  AZ MK WAS NOT RECOVERED AND WAS
 BN0590'POSSIBLY DESTROYED IN NEW HOME CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0589 ***********************************************************************
 BN0589  DESIGNATION -  BERTRAM CITY WATER TANK
 BN0589  PID         -  BN0589
 BN0589  STATE/COUNTY-  TX/BURNET
 BN0589  USGS QUAD   -  BERTRAM (1986)
 BN0589
 BN0589                         *CURRENT SURVEY CONTROL
 BN0589  ___________________________________________________________________
 BN0589* NAD 83(1993)-  30 44 32.29951(N)    098 03 16.93326(W)     ADJUSTED  
 BN0589* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 BN0589  ___________________________________________________________________
 BN0589  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 BN0589  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 BN0589
 BN0589  HORZ ORDER  -  THIRD
 BN0589
 BN0589.The horizontal coordinates were established by classical geodetic methods
 BN0589.and adjusted by the National Geodetic Survey in February 1996..
 BN0589
 BN0589.The orthometric height was scaled from a topographic map.
 BN0589
 BN0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0589
 BN0589.The geoid height was determined by GEOID03.
 BN0589
 BN0589;                    North         East     Units Scale Factor Converg.
 BN0589;SPC TX C     - 3,121,474.455   918,163.002   MT  0.99989191   +1 10 25.1
 BN0589;SPC TX C     -10,241,037.44  3,012,339.78   sFT  0.99989191   +1 10 25.1
 BN0589;UTM  14      - 3,401,425.064   590,487.453   MT  0.99970100   +0 28 59.7
 BN0589
 BN0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0589!SPC TX C     -   0.99994332  x   0.99989191  =   0.99983524
 BN0589!UTM  14      -   0.99994332  x   0.99970100  =   0.99964434
 BN0589
 BN0589                          SUPERSEDED SURVEY CONTROL
 BN0589
 BN0589  NAD 83(1986)-  30 44 32.31128(N)    098 03 16.92005(W) AD(       ) 4
 BN0589  NAD 27      -  30 44 31.64511(N)    098 03 15.84325(W) AD(       ) 3
 BN0589
 BN0589.Superseded values are not recommended for survey control.
 BN0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0589.See file dsdata.txt to determine how the superseded data were derived.
 BN0589
 BN0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV9048701425(NAD 83)
 BN0589_MARKER: 51 = TANK
 BN0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0589+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 BN0589
 BN0589  HISTORY     - Date     Condition        Report By
 BN0589  HISTORY     - 1943     FIRST OBSERVED   CGS
 BN0589  HISTORY     - 1967     GOOD             CGS
 BN0589  HISTORY     - 20020223 GOOD             USPSQD
 BN0589
 BN0589                          STATION DESCRIPTION
 BN0589
 BN0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BN0589'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30098-1, STATION 1022.
 BN0589
 BN0589                          STATION RECOVERY (1967)
 BN0589
 BN0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0589'THE FINIAL AT THE TOP CENTER OF THE BERTRAM, MUNICIPAL WATER
 BN0589'TANK.  THE TANK IS PAINTED SILVER, SUPPORTED BY A 4 LEGGED
 BN0589'STEEL STRUCTURE AND ABOUT 125 FEET TALL.  IT IS ABOUT 100 FEET
 BN0589'SOUTH OF VAUGHAN ST. AND BETWEEN EAST ST. AND GABREIL ST. IN
 BN0589'BERTRAM.
 BN0589
 BN0589                          STATION RECOVERY (2002)
 BN0589
 BN0589'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0585 ***********************************************************************
 BN0585  DESIGNATION -  BERTRAM METHODIST CHURCH SPIRE
 BN0585  PID         -  BN0585
 BN0585  STATE/COUNTY-  TX/BURNET
 BN0585  USGS QUAD   -  BERTRAM (1986)
 BN0585
 BN0585                         *CURRENT SURVEY CONTROL
 BN0585  ___________________________________________________________________
 BN0585* NAD 83(1993)-  30 44 28.05628(N)    098 03 27.28840(W)     ADJUSTED  
 BN0585* NAVD 88     -                                                        
 BN0585  ___________________________________________________________________
 BN0585  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 BN0585  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 BN0585
 BN0585  HORZ ORDER  -  THIRD
 BN0585
 BN0585.The horizontal coordinates were established by classical geodetic methods
 BN0585.and adjusted by the National Geodetic Survey in February 1996..
 BN0585
 BN0585
 BN0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0585
 BN0585.The geoid height was determined by GEOID03.
 BN0585
 BN0585;                    North         East     Units Scale Factor Converg.
 BN0585;SPC TX C     - 3,121,338.185   917,890.315   MT  0.99989200   +1 10 19.7
 BN0585;SPC TX C     -10,240,590.36  3,011,445.14   sFT  0.99989200   +1 10 19.7
 BN0585;UTM  14      - 3,401,292.115   590,213.197   MT  0.99970039   +0 28 54.3
 BN0585
 BN0585                          SUPERSEDED SURVEY CONTROL
 BN0585
 BN0585  NAD 83(1986)-  30 44 28.06757(N)    098 03 27.27574(W) AD(       ) 4
 BN0585  NAD 27      -  30 44 27.40000(N)    098 03 26.20000(W) AD(       ) 3
 BN0585
 BN0585.Superseded values are not recommended for survey control.
 BN0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0585.See file dsdata.txt to determine how the superseded data were derived.
 BN0585
 BN0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV9021301292(NAD 83)
 BN0585_MARKER: 90 = CHURCH SPIRE
 BN0585
 BN0585  HISTORY     - Date     Condition        Report By
 BN0585  HISTORY     - 1903     FIRST OBSERVED   CGS
 BN0585
 BN0585                          STATION DESCRIPTION
 BN0585
 BN0585'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0588 ***********************************************************************
 BN0588  DESIGNATION -  BERTRAM RAILROAD WINDMILL
 BN0588  PID         -  BN0588
 BN0588  STATE/COUNTY-  TX/BURNET
 BN0588  USGS QUAD   -  BERTRAM (1986)
 BN0588
 BN0588                         *CURRENT SURVEY CONTROL
 BN0588  ___________________________________________________________________
 BN0588* NAD 83(1993)-  30 44 32.78633(N)    098 03 14.56194(W)     ADJUSTED  
 BN0588* NAVD 88     -                                                        
 BN0588  ___________________________________________________________________
 BN0588  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 BN0588  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 BN0588
 BN0588  HORZ ORDER  -  THIRD
 BN0588
 BN0588.The horizontal coordinates were established by classical geodetic methods
 BN0588.and adjusted by the National Geodetic Survey in February 1996..
 BN0588
 BN0588
 BN0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0588
 BN0588.The geoid height was determined by GEOID03.
 BN0588
 BN0588;                    North         East     Units Scale Factor Converg.
 BN0588;SPC TX C     - 3,121,490.734   918,225.752   MT  0.99989190   +1 10 26.3
 BN0588;SPC TX C     -10,241,090.85  3,012,545.65   sFT  0.99989190   +1 10 26.3
 BN0588;UTM  14      - 3,401,440.583   590,550.383   MT  0.99970114   +0 29 00.9
 BN0588
 BN0588                          SUPERSEDED SURVEY CONTROL
 BN0588
 BN0588  NAD 83(1986)-  30 44 32.79761(N)    098 03 14.54932(W) AD(       ) 4
 BN0588  NAD 27      -  30 44 32.14000(N)    098 03 13.48000(W) AD(       ) 3
 BN0588
 BN0588.Superseded values are not recommended for survey control.
 BN0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0588.See file dsdata.txt to determine how the superseded data were derived.
 BN0588
 BN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV9055001441(NAD 83)
 BN0588_MARKER: 66 = WINDMILL
 BN0588
 BN0588  HISTORY     - Date     Condition        Report By
 BN0588  HISTORY     - 1903     FIRST OBSERVED   CGS
 BN0588
 BN0588                          STATION DESCRIPTION
 BN0588
 BN0588'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1804 ***********************************************************************
 AH1804  DESIGNATION -  BEST ET SEC
 AH1804  PID         -  AH1804
 AH1804  STATE/COUNTY-  TX/KARNES
 AH1804  USGS QUAD   -  COY CITY (1961)
 AH1804
 AH1804                         *CURRENT SURVEY CONTROL
 AH1804  ___________________________________________________________________
 AH1804* NAD 83(1993)-  28 49 06.65133(N)    098 00 29.26054(W)     ADJUSTED  
 AH1804* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 AH1804  ___________________________________________________________________
 AH1804  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AH1804  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AH1804
 AH1804  HORZ ORDER  -  THIRD
 AH1804
 AH1804.The horizontal coordinates were established by classical geodetic methods
 AH1804.and adjusted by the National Geodetic Survey in July 1998..
 AH1804
 AH1804.The orthometric height was scaled from a topographic map.
 AH1804
 AH1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1804
 AH1804.The geoid height was determined by GEOID03.
 AH1804
 AH1804;                    North         East     Units Scale Factor Converg.
 AH1804;SPC TXSC     - 4,109,596.108   696,804.771   MT  0.99990357   +0 29 09.4
 AH1804;SPC TXSC     -13,482,899.90  2,286,100.32   sFT  0.99990357   +0 29 09.4
 AH1804;UTM  14      - 3,188,282.647   596,779.148   MT  0.99971558   +0 28 41.4
 AH1804
 AH1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1804!SPC TXSC     -   0.99998134  x   0.99990357  =   0.99988492
 AH1804!UTM  14      -   0.99998134  x   0.99971558  =   0.99969693
 AH1804
 AH1804                          SUPERSEDED SURVEY CONTROL
 AH1804
 AH1804.No superseded survey control is available for this station.
 AH1804
 AH1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS9677988283(NAD 83)
 AH1804_MARKER: DS = TRIANGULATION STATION DISK
 AH1804
 AH1804  HISTORY     - Date     Condition        Report By
 AH1804  HISTORY     - 1961     MONUMENTED       USGS
 AH1804
 AH1804                          STATION DESCRIPTION
 AH1804
 AH1804'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH1804'ABOUT 9.3 MI. (AIRLINE) W. OF KENEDY AND 2.4 MI. (AIRLINE) E. OF COY
 AH1804'CITY, AT THE SE. CORNER OF THE DRIVEWAY TO THE BEST RANCH, 24 FT. S.
 AH1804'OF THE COUNTY ROAD, 25 FT. E. OF THE DRIVEWAY, ABOUT 4 FT. FROM THE
 AH1804'CONCRETE RETAINING WALL OF A RESERVOIR.
 AH1804'TO REACH FROM THE POST OFFICE AT COY CITY, DRIVE 1.1 MI. E. ALONG
 AH1804'STATE HIGHWAY NO. 99 TO A RD. JUNCTION, TURN RIGHT ONTO THE DIRT RD.
 AH1804'AND CONTINUE 1.7 MI. S. THEN E. TO A DRIVEWAY LEADING TO RUDOLPH BESTS
 AH1804'RANCH AND STATION.
 AH1804'STATION MARK--A STANDARD TABLET STAMPED---BEST ET 1961---, CEMENTED ON
 AH1804'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1465 ***********************************************************************
 DN1465  DESIGNATION -  BEST RADIO TOWER
 DN1465  PID         -  DN1465
 DN1465  STATE/COUNTY-  TX/COOKE
 DN1465  USGS QUAD   -  CALLISBURG (1978)
 DN1465
 DN1465                         *CURRENT SURVEY CONTROL
 DN1465  ___________________________________________________________________
 DN1465* NAD 83(1993)-  33 44 11.36036(N)    097 04 04.13530(W)     ADJUSTED  
 DN1465* NAVD 88     -                                                        
 DN1465  ___________________________________________________________________
 DN1465  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DN1465  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DN1465
 DN1465  HORZ ORDER  -  THIRD
 DN1465
 DN1465.The horizontal coordinates were established by classical geodetic methods
 DN1465.and adjusted by the National Geodetic Survey in February 1996..
 DN1465
 DN1465
 DN1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1465
 DN1465.The geoid height was determined by GEOID03.
 DN1465
 DN1465;                    North         East     Units Scale Factor Converg.
 DN1465;SPC TXNC     - 2,230,433.662   732,707.674   MT  0.99994391   +0 46 52.0
 DN1465;SPC TXNC     - 7,317,681.11  2,403,891.76   sFT  0.99994391   +0 46 52.0
 DN1465;UTM  14      - 3,734,615.597   678,995.249   MT  0.99999499   +1 04 24.1
 DN1465
 DN1465                          SUPERSEDED SURVEY CONTROL
 DN1465
 DN1465  NAD 83(1993)-  33 44 11.36096(N)    097 04 04.13413(W) AD(       ) 4
 DN1465  NAD 83(1986)-  33 44 11.36599(N)    097 04 04.12504(W) AD(       ) 4
 DN1465
 DN1465.Superseded values are not recommended for survey control.
 DN1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1465.See file dsdata.txt to determine how the superseded data were derived.
 DN1465
 DN1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7899534616(NAD 83)
 DN1465_MARKER: Z = SEE DESCRIPTION
 DN1465_SETTING: 0 = UNSPECIFIED SETTING
 DN1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1465
 DN1465  HISTORY     - Date     Condition        Report By
 DN1465  HISTORY     - 1959     MONUMENTED       USGS
 DN1465  HISTORY     - 19950602 GOOD             USPSQD
 DN1465
 DN1465                          STATION DESCRIPTION
 DN1465
 DN1465'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DN1465'STATION IS LOCATED IN COOKE COUNTY, TEXAS.  ABOUT 7.5 MI. (AIRLINE)
 DN1465'N. AND 4 MI. E. OF GAINESVILLE, TEXAS.  ABOUT 5 MI. E. AND 0.5 MI. N.
 DN1465'OF THE RED RIVER BRIDGE.  ON A HIGH N-S. RIDGE, ABOUT 300 FT. W. OF
 DN1465'FARM ROAD NO. 371.
 DN1465'
 DN1465'STATION MARK--CENTER OF RADIO TOWER.
 DN1465
 DN1465                          STATION RECOVERY (1995)
 DN1465
 DN1465'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1120 ***********************************************************************
 DN1120  DESIGNATION -  BEST RESET
 DN1120  PID         -  DN1120
 DN1120  STATE/COUNTY-  TX/COLLIN
 DN1120  USGS QUAD   -  LAVON (1973)
 DN1120
 DN1120                         *CURRENT SURVEY CONTROL
 DN1120  ___________________________________________________________________
 DN1120* NAD 83(1993)-  33 06 56.56874(N)    096 24 36.18031(W)     ADJUSTED  
 DN1120* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 DN1120  ___________________________________________________________________
 DN1120  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DN1120  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DN1120
 DN1120  HORZ ORDER  -  SECOND
 DN1120
 DN1120.The horizontal coordinates were established by classical geodetic methods
 DN1120.and adjusted by the National Geodetic Survey in February 1996..
 DN1120
 DN1120.The orthometric height was scaled from a topographic map.
 DN1120
 DN1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1120
 DN1120.The geoid height was determined by GEOID03.
 DN1120
 DN1120;                    North         East     Units Scale Factor Converg.
 DN1120;SPC TXNC     - 2,162,624.466   795,019.600   MT  0.99987325   +1 08 23.4
 DN1120;SPC TXNC     - 7,095,210.44  2,608,326.80   sFT  0.99987325   +1 08 23.4
 DN1120;UTM  14      - 3,667,100.311   741,659.446   MT  1.00032010   +1 24 56.4
 DN1120
 DN1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1120!SPC TXNC     -   0.99997795  x   0.99987325  =   0.99985120
 DN1120!UTM  14      -   0.99997795  x   1.00032010  =   1.00029804
 DN1120
 DN1120:                Primary Azimuth Mark                     Grid Az
 DN1120:SPC TXNC     -  BEST AZ MK                               359 53 41.7
 DN1120:UTM  14      -  BEST AZ MK                               359 37 08.7
 DN1120
 DN1120|---------------------------------------------------------------------|
 DN1120| PID    Reference Object                     Distance      Geod. Az  |
 DN1120|                                                           dddmmss.s |
 DN1120| CX9723 BEST AZ MK                                         0010205.1 |
 DN1120| CX9724 BEST RM 1                            23.482 METERS 06612     |
 DN1120| CX9725 BEST RM 2                            15.469 METERS 16641     |
 DN1120|---------------------------------------------------------------------|
 DN1120
 DN1120                          SUPERSEDED SURVEY CONTROL
 DN1120
 DN1120  NAD 83(1993)-  33 06 56.57187(N)    096 24 36.17382(W) AD(       ) 2
 DN1120  NAD 83(1986)-  33 06 56.57562(N)    096 24 36.16683(W) AD(       ) 2
 DN1120  NAD 27      -  33 06 56.15400(N)    096 24 35.22300(W) AD(       ) 2
 DN1120
 DN1120.Superseded values are not recommended for survey control.
 DN1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1120.See file dsdata.txt to determine how the superseded data were derived.
 DN1120
 DN1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4165967100(NAD 83)
 DN1120_MARKER: DS = TRIANGULATION STATION DISK
 DN1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1120_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1120_STAMPING: BEST 1949 1969
 DN1120_PROJECTION: FLUSH
 DN1120
 DN1120  HISTORY     - Date     Condition        Report By
 DN1120  HISTORY     - 1969     MONUMENTED       CGS
 DN1120
 DN1120                          STATION DESCRIPTION
 DN1120
 DN1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1120'NO MEASUREMENTS BETWEEN REFERENCE MARKS, FENCES ON LINE.
 DN1120'
 DN1120'THE UNDERGROUND STATION MARK, REFERENCE MARKS AND THE AZIMUTH
 DN1120'MARK WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER
 DN1120'THE SURFACE STATION MARK HAS BEEN BROKEN OFF IN THE PAST AND
 DN1120'SOMEONE HAD SET THIS TOP PORTION BACK NEAR THE POINT.  A
 DN1120'NEW SURFACE MARK WAS SET AND THE UNDERGROUND MARK WAS
 DN1120'LOWERED.  THE DISTANCE TO THE REFERENCE MARKS CHECKED BUT
 DN1120'THE DIRECTION WAS FOUND IN ERROR BY SEVERAL MINUTES.  THE
 DN1120'AZIMUTH MARK WAS REPORTED DESTROYED IN TWO PREVIOUS RECOVERY
 DN1120'NOTES BUT THIS WAS FOUND TO BE AN ERROR.  THE AZIMUTH MARK WAS FOUND
 DN1120'AS DESCRIBED AND IN GOOD CONDITION BUT COVERED BY ABOUT 6
 DN1120'INCHES OF DIRT.
 DN1120'
 DN1120'THE DESCRIPTION TO THE STATION IS GOOD WITH THE FOLLOWING--
 DN1120'
 DN1120'THE STATION MARK IS 3 FEET SOUTH OF A WOODEN POST, 1 FOOT
 DN1120'NORTH OF A METAL WITNESS POST, FLUSH WITH THE GROUND AND
 DN1120'THE DISK ARE STAMPED BEST 1949 1969.
 DN1120'
 DN1120'REFERENCE MARK 2 IS AS DESCRIBED AND 6 FEET WEST OF AN 18
 DN1120'INCH PECAN TREE.
 DN1120'
 DN1120'THE AZIMUTH MARK IS 52 FEET SOUTH OF THE CENTERLINE OF
 DN1120'DRIVEWAY TO MR. R.C. CHAPMANS HOME, 1 FOOT WEST OF A METAL
 DN1120'WITNESS POST AND 6 INCHES UNDERGROUND.
 DN1120'
 DN1120'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 DN1120'
 DN1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2
 DN1120'MILES SOUTH OF FARMERSVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5771 ***********************************************************************
 AW5771  DESIGNATION -  BETA USE 1933
 AW5771  PID         -  AW5771
 AW5771  STATE/COUNTY-  TX/GALVESTON
 AW5771  USGS QUAD   -  THE JETTIES (1994)
 AW5771
 AW5771                         *CURRENT SURVEY CONTROL
 AW5771  ___________________________________________________________________
 AW5771* NAD 83(1993)-  29 21 31.23137(N)    094 43 37.96369(W)     ADJUSTED  
 AW5771* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5771  ___________________________________________________________________
 AW5771  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AW5771  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW5771
 AW5771  HORZ ORDER  -  THIRD
 AW5771
 AW5771.The horizontal coordinates were established by classical geodetic methods
 AW5771.and adjusted by the National Geodetic Survey in February 1996..
 AW5771
 AW5771.The orthometric height was scaled from a topographic map.
 AW5771
 AW5771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5771
 AW5771.The geoid height was determined by GEOID03.
 AW5771
 AW5771;                    North         East     Units Scale Factor Converg.
 AW5771;SPC TXSC     - 4,176,625.246 1,014,741.376   MT  0.99986333   +2 05 35.9
 AW5771;SPC TXSC     -13,702,811.33  3,329,197.33   sFT  0.99986333   +2 05 35.9
 AW5771;UTM  15      - 3,248,964.049   332,340.430   MT  0.99994686   -0 50 49.2
 AW5771
 AW5771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5771!SPC TXSC     -   1.00000403  x   0.99986333  =   0.99986736
 AW5771!UTM  15      -   1.00000403  x   0.99994686  =   0.99995089
 AW5771
 AW5771                          SUPERSEDED SURVEY CONTROL
 AW5771
 AW5771  NAD 83(1986)-  29 21 31.24681(N)    094 43 37.94435(W) AD(       ) 3
 AW5771  NAD 27      -  29 21 30.39841(N)    094 43 37.24838(W) AD(       ) 3
 AW5771
 AW5771.Superseded values are not recommended for survey control.
 AW5771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5771.See file dsdata.txt to determine how the superseded data were derived.
 AW5771
 AW5771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3234048964(NAD 83)
 AW5771_MARKER: Z = SEE DESCRIPTION
 AW5771_SETTING: 0 = UNSPECIFIED SETTING
 AW5771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5771
 AW5771  HISTORY     - Date     Condition        Report By
 AW5771  HISTORY     - 1933     MONUMENTED       USE
 AW5771  HISTORY     - 1947     GOOD             CGS
 AW5771  HISTORY     - 1960     GOOD             CGS
 AW5771  HISTORY     - 1979     MARK NOT FOUND   NGS
 AW5771
 AW5771                          STATION DESCRIPTION
 AW5771
 AW5771'DESCRIBED BY US ENGINEERS 1933 (EOH)
 AW5771'LOCATED ON THE GALVESTON NORTH JETTY, ABOUT 1.6 MILES FROM
 AW5771'THE BOLIVAR POINT SHORELINE, AND ABOUT 1.1 MILES W OF A NEW
 AW5771'FISH HOUSE.
 AW5771'
 AW5771'STATION IS MARKED WITH A 6-INCH IRON PIPE SET IN CONCRETE
 AW5771'IN THE CENTER OF THE JETTY.  A STANDARD U.S.E. POLE SIGNAL
 AW5771'WAS STANDING OVER THE STATION IN 1934.
 AW5771'
 AW5771'FROM THIS STATION THE BEARING TO THE SOUTH JETTY LIGHTHOUSE
 AW5771'IS N 44 DEG 50 MIN W, AND THE BEARING TO THE BUCCANEER HOTEL
 AW5771'IS N 38 DEG E.  STATION DREDGE IS 370 METERS W AND STATION JET
 AW5771'IS 393 METERS E OF THIS STATION.
 AW5771
 AW5771                          STATION RECOVERY (1947)
 AW5771
 AW5771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5771'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH
 AW5771'THE FOLLOWING EXCEPTIONS--
 AW5771'
 AW5771'THE FISH HOUSE IS DESTROYED.
 AW5771'
 AW5771'NO SIGNAL IS STANDING OVER THE STATION.
 AW5771
 AW5771                          STATION RECOVERY (1960)
 AW5771
 AW5771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5771'STATION RECOVERED IN FAIR CONDITION.  THE PIPE IS BADLY
 AW5771'RUSTED BUT IS STILL FIRMLY IN PLACE.  THE 1933 DESCRIPTION
 AW5771'IS ADEQUATE FOR RECOVERY.
 AW5771
 AW5771                          STATION RECOVERY (1979)
 AW5771
 AW5771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5771'STATION LOST.  STATION COULD NOT BE LOCATED.
 AW5771'
 AW5771'DESCRIBED--RAH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2252 ***********************************************************************
 BY2252  DESIGNATION -  BETHEL
 BY2252  PID         -  BY2252
 BY2252  STATE/COUNTY-  TX/ANDERSON
 BY2252  USGS QUAD   -  CAYUGA (1982)
 BY2252
 BY2252                         *CURRENT SURVEY CONTROL
 BY2252  ___________________________________________________________________
 BY2252* NAD 83(1993)-  31 54 39.23433(N)    095 54 38.21064(W)     ADJUSTED  
 BY2252* NAVD 88     -       115.396  (meters)     378.60   (feet)  ADJUSTED  
 BY2252  ___________________________________________________________________
 BY2252  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 BY2252  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BY2252  DYNAMIC HT  -         115.260 (meters)     378.15  (feet)  COMP
 BY2252  MODELED GRAV-     979,453.3   (mgal)                       NAVD 88
 BY2252
 BY2252  HORZ ORDER  -  SECOND
 BY2252  VERT ORDER  -  SECOND    CLASS 0
 BY2252
 BY2252.The horizontal coordinates were established by classical geodetic methods
 BY2252.and adjusted by the National Geodetic Survey in February 1996..
 BY2252
 BY2252.The orthometric height was determined by differential leveling
 BY2252.and adjusted by the National Geodetic Survey in June 1991..
 BY2252
 BY2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2252
 BY2252.The geoid height was determined by GEOID03.
 BY2252
 BY2252.The dynamic height is computed by dividing the NAVD 88
 BY2252.geopotential number by the normal gravity value computed on the
 BY2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2252.degrees latitude (g = 980.6199 gals.).
 BY2252
 BY2252.The modeled gravity was interpolated from observed gravity values.
 BY2252
 BY2252;                    North         East     Units Scale Factor Converg.
 BY2252;SPC TX C     - 3,257,111.606 1,118,213.230   MT  1.00000752   +2 16 40.7
 BY2252;SPC TX C     -10,686,040.33  3,668,671.24   sFT  1.00000752   +2 16 40.7
 BY2252;SPC TXNC     - 2,030,102.682   844,907.641   MT  1.00006903   +1 24 44.1
 BY2252;SPC TXNC     - 6,660,428.55  2,772,001.15   sFT  1.00006903   +1 24 44.1
 BY2252;UTM  15      - 3,534,256.980   224,758.797   MT  1.00053441   -1 32 22.3
 BY2252
 BY2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2252!SPC TX C     -   0.99998593  x   1.00000752  =   0.99999345
 BY2252!SPC TXNC     -   0.99998593  x   1.00006903  =   1.00005496
 BY2252!UTM  15      -   0.99998593  x   1.00053441  =   1.00052033
 BY2252
 BY2252|---------------------------------------------------------------------|
 BY2252| PID    Reference Object                     Distance      Geod. Az  |
 BY2252|                                                           dddmmss.s |
 BY2252| BY2253 BETHEL RM 3                          37.045 METERS 01325     |
 BY2252| BY2250 BETHEL RM 1                          26.813 METERS 02402     |
 BY2252| BY2251 BETHEL RM 2                          29.615 METERS 12421     |
 BY2252| BY2254 BETHEL AZ MK                                       3140935.8 |
 BY2252|---------------------------------------------------------------------|
 BY2252
 BY2252                          SUPERSEDED SURVEY CONTROL
 BY2252
 BY2252  NAD 83(1986)-  31 54 39.24342(N)    095 54 38.19343(W) AD(       ) 2
 BY2252  NAD 27      -  31 54 38.65400(N)    095 54 37.32900(W) AD(       ) 2
 BY2252  NGVD 29 (??/??/92)  115.384  (m)          378.56   (f) ADJ UNCH    2 0
 BY2252
 BY2252.Superseded values are not recommended for survey control.
 BY2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2252.See file dsdata.txt to determine how the superseded data were derived.
 BY2252
 BY2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR2475934257(NAD 83)
 BY2252_MARKER: DS = TRIANGULATION STATION DISK
 BY2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2252_STAMPING: BETHEL 1946
 BY2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2252+STABILITY: SURFACE MOTION
 BY2252
 BY2252  HISTORY     - Date     Condition        Report By
 BY2252  HISTORY     - 1946     MONUMENTED       CGS
 BY2252  HISTORY     - 1947     GOOD             NGS
 BY2252  HISTORY     - 1956     GOOD             CGS
 BY2252
 BY2252                          STATION DESCRIPTION
 BY2252
 BY2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BY2252'THE STATION IS LOCATED ON THE U.S. HIGHWAY NO. 287 RIGHT-OF-WAY,
 BY2252'6.5 MILES NORTHWEST OF TENNESSEE COLONY, 4.5 MILES SOUTHEAST OF
 BY2252'CAYUGA, 1 MILE SOUTHEAST OF BETHEL, 67 FEET SOUTHEAST OF THE
 BY2252'CENTER OF A TRACK ROAD, 47 FEET NORTH-NORTHEAST OF THE CENTER
 BY2252'OF U.S. HIGHWAY NO. 287, AND 10 FEET NORTH-NORTHEAST OF A
 BY2252'WIRE FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED BETHEL 1946.
 BY2252'
 BY2252'REFERENCE MARK NO. 1 IS 52 FEET NORTHEAST OF TWO MAILBOXES,
 BY2252'42 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 287, AND
 BY2252'2 FEET SOUTH OF A WIRE FENCE.  IT PROJECTS 3 INCHES AND IS
 BY2252'STAMPED BETHEL NO 1 1946.
 BY2252'
 BY2252'REFERENCE MARK NO. 2 IS 50 FEET SOUTHWEST OF THE CENTER OF U.S.
 BY2252'HIGHWAY NO. 287 AND 4 FEET NORTH OF A WIRE FENCE.  IT PROJECTS
 BY2252'3 INCHES AND IS STAMPED BETHEL NO 2 1946.
 BY2252'
 BY2252'AZIMUTH MARK IS 250 FEET SOUTHEAST OF THE CENTER OF A CROSSROAD
 BY2252'INTERSECTION, 57 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 BY2252'NO. 287, 26 INCHES SOUTH OF A 4X4-INCH WITNESS POST, AND
 BY2252'16 INCHES WEST OF A WIRE FENCE.  IT PROJECTS 3 INCHES AND
 BY2252'IS STAMPED BETHEL 1946.
 BY2252'
 BY2252'TO REACH THE STATION FROM BARTONS GROCERY AND MARKET IN
 BY2252'CAYUGA, GO SOUTHEAST ON U.S. HIGHWAY NO. 287 FOR 4.9 MILES TO
 BY2252'THE STATION ON THE RIGHT.
 BY2252'
 BY2252'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 BY2252'ON U.S. HIGHWAY NO. 287 FOR 0.6 MILE TO THE AZIMUTH MARK ON
 BY2252'THE RIGHT.
 BY2252'
 BY2252'A 64 FOOT TOWER IS REQUIRED TO SEE A 100 FOOT LIGHT AT STATION
 BY2252'COOKS.
 BY2252'
 BY2252'A 50 FOOT TOWER IS REQUIRED TO SEE AN 87 FOOT LIGHT AT STATION
 BY2252'BEAVER.
 BY2252'
 BY2252'A 4 FOOT TRIPOD IS REQUIRED TO SEE A 100 FOOT LIGHT AT STATION
 BY2252'VANNOY 1935.
 BY2252
 BY2252                          STATION RECOVERY (1947)
 BY2252
 BY2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BY2252'0.8 MI SE FROM BETHEL.
 BY2252'ALONG U.S. HIGHWAY NO. 287.  0.8 MILE SOUTHEAST OF BETHEL SCHOOL.  40
 BY2252'FEET SOUTH OF THE CENTER OF THE HIGHWAY.  9 FEET NORTH OF A WIRE
 BY2252'FENCE.  4 FEET EAST OF WITNESS POST.  A TRIANGULATION STATION MARK
 BY2252'DISK.
 BY2252
 BY2252                          STATION RECOVERY (1956)
 BY2252
 BY2252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 BY2252'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 BY2252'DESCRIBED.  REFERENCE MARK NO. 1 WAS DESTROYED TO CLEAR NEW
 BY2252'HIGHWAY CONSTRUCTION AREAS AND REFERENCE MARK NO. 3 WAS
 BY2252'ESTABLISHED AS FOLLOWS.
 BY2252'
 BY2252'A STANDARD DISK STAMPED BETHEL NO. 3 1946 1956 AND SET IN A
 BY2252'CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.  IT IS IN THE
 BY2252'WEST FENCE LINE OF THE FARM LANE LEADING NORTH ABOUT 150
 BY2252'YARDS TO A FARM HOUSE, AND IN THE NORTH RIGHT-OF-WAY FENCE
 BY2252'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1020 ***********************************************************************
 CA1020  DESIGNATION -  BETHEL
 CA1020  PID         -  CA1020
 CA1020  STATE/COUNTY-  TX/SAN SABA
 CA1020  USGS QUAD   -  BLUCHER MOUNTAIN (1980)
 CA1020
 CA1020                         *CURRENT SURVEY CONTROL
 CA1020  ___________________________________________________________________
 CA1020* NAD 83(1993)-  31 20 37.82171(N)    098 49 44.52811(W)     ADJUSTED  
 CA1020* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 CA1020  ___________________________________________________________________
 CA1020  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CA1020  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 CA1020
 CA1020  HORZ ORDER  -  THIRD
 CA1020
 CA1020.The horizontal coordinates were established by classical geodetic methods
 CA1020.and adjusted by the National Geodetic Survey in February 1996..
 CA1020
 CA1020.The orthometric height was scaled from a topographic map.
 CA1020
 CA1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1020
 CA1020.The geoid height was determined by GEOID03.
 CA1020
 CA1020;                    North         East     Units Scale Factor Converg.
 CA1020;SPC TX C     - 3,186,892.394   843,130.031   MT  0.99989954   +0 46 29.3
 CA1020;SPC TX C     -10,455,662.80  2,766,169.11   sFT  0.99989954   +0 46 29.3
 CA1020;UTM  14      - 3,467,721.610   516,262.455   MT  0.99960326   +0 05 20.2
 CA1020
 CA1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1020!SPC TX C     -   0.99993276  x   0.99989954  =   0.99983231
 CA1020!UTM  14      -   0.99993276  x   0.99960326  =   0.99953604
 CA1020
 CA1020:                Primary Azimuth Mark                     Grid Az
 CA1020:SPC TX C     -  RICH                                     262 36 04.9
 CA1020:UTM  14      -  RICH                                     263 17 14.0
 CA1020
 CA1020|---------------------------------------------------------------------|
 CA1020| PID    Reference Object                     Distance      Geod. Az  |
 CA1020|                                                           dddmmss.s |
 CA1020| CA1021 RICH                                APPROX.10.1 KM 2632234.2 |
 CA1020|---------------------------------------------------------------------|
 CA1020
 CA1020                          SUPERSEDED SURVEY CONTROL
 CA1020
 CA1020  NAD 83(1986)-  31 20 37.83209(N)    098 49 44.51186(W) AD(       ) 3
 CA1020  NAD 27      -  31 20 37.23876(N)    098 49 43.32847(W) AD(       ) 3
 CA1020
 CA1020.Superseded values are not recommended for survey control.
 CA1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1020.See file dsdata.txt to determine how the superseded data were derived.
 CA1020
 CA1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV1626267722(NAD 83)
 CA1020_MARKER: DD = SURVEY DISK
 CA1020_SETTING: 66 = SET IN ROCK OUTCROP
 CA1020_SP_SET: SET IN ROCK OUTCROP
 CA1020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1020+STABILITY: POSITION/ELEVATION WELL
 CA1020
 CA1020  HISTORY     - Date     Condition        Report By
 CA1020  HISTORY     - 1947     MONUMENTED       USGS
 CA1020
 CA1020                          STATION DESCRIPTION
 CA1020
 CA1020'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CA1020'SAN SABA, TEXAS, 12 MI. NW. OF, SPRING CREEK SCHOOL, 0.5 MI. W. AND
 CA1020'1 MI. S. OF, 0.25 MI. S. OF OLD ABANDONED HOUSE ON TOP OF HIGHEST
 CA1020'ROCKY HILL.
 CA1020'
 CA1020'STATION MARK--STANDARD TABLET SET IN LARGE ROCK AND STAMPED
 CA1020'---BETHEL - 1947---.
 CA1020'
 CA1020'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN LARGE BOULDER
 CA1020'IN PLACE, STAMPED ---NO. 1 - BETHEL - 1947---, 328.20 FT. FROM
 CA1020'STATION, S 73 DEG 51 MIN W.
 CA1020'
 CA1020'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN LARGE BOULDER
 CA1020'IN PLACE, STAMPED ---NO. 2 - BETHEL - 1947---, 382.20 FT. FROM
 CA1020'STATION, N 00 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0973 ***********************************************************************
 EM0973  DESIGNATION -  BETHEL
 EM0973  PID         -  EM0973
 EM0973  STATE/COUNTY-  TX/HARDEMAN
 EM0973  USGS QUAD   -  CHILLICOTHE (1984)
 EM0973
 EM0973                         *CURRENT SURVEY CONTROL
 EM0973  ___________________________________________________________________
 EM0973* NAD 83(1993)-  34 15 14.69963(N)    099 32 11.19381(W)     ADJUSTED  
 EM0973* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 EM0973  ___________________________________________________________________
 EM0973  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 EM0973  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0973
 EM0973  HORZ ORDER  -  THIRD
 EM0973
 EM0973.The horizontal coordinates were established by classical geodetic methods
 EM0973.and adjusted by the National Geodetic Survey in February 1996..
 EM0973
 EM0973.The orthometric height was scaled from a topographic map.
 EM0973
 EM0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0973
 EM0973.The geoid height was determined by GEOID03.
 EM0973
 EM0973;                    North         East     Units Scale Factor Converg.
 EM0973;SPC TXNC     - 2,287,413.426   504,527.176   MT  1.00009285   -0 33 55.0
 EM0973;SPC TXNC     - 7,504,622.22  1,655,269.58   sFT  1.00009285   -0 33 55.0
 EM0973;UTM  14      - 3,790,458.953   450,608.395   MT  0.99963007   -0 18 07.0
 EM0973
 EM0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0973!SPC TXNC     -   0.99993774  x   1.00009285  =   1.00003059
 EM0973!UTM  14      -   0.99993774  x   0.99963007  =   0.99956784
 EM0973
 EM0973|---------------------------------------------------------------------|
 EM0973| PID    Reference Object                     Distance      Geod. Az  |
 EM0973|                                                           dddmmss.s |
 EM0973| CX7599 BETHEL RM 1                           9.197 METERS 06800     |
 EM0973| EM0971 CHILLICOTHE FLAT MUNICIPAL TK       APPROX. 2.4 KM 0972038.2 |
 EM0973| CX7598 BETHEL AZ MK                                       2490553.5 |
 EM0973| CX7600 BETHEL RM 2                           7.066 METERS 30520     |
 EM0973|---------------------------------------------------------------------|
 EM0973
 EM0973                          SUPERSEDED SURVEY CONTROL
 EM0973
 EM0973  NAD 83(1993)-  34 15 14.69993(N)    099 32 11.19385(W) AD(       ) 3
 EM0973  NAD 83(1986)-  34 15 14.70676(N)    099 32 11.18434(W) AD(       ) 3
 EM0973  NAD 27      -  34 15 14.41902(N)    099 32 09.86503(W) AD(       ) 3
 EM0973
 EM0973.Superseded values are not recommended for survey control.
 EM0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0973.See file dsdata.txt to determine how the superseded data were derived.
 EM0973
 EM0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5060890459(NAD 83)
 EM0973_MARKER: DS = TRIANGULATION STATION DISK
 EM0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0973_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0973
 EM0973  HISTORY     - Date     Condition        Report By
 EM0973  HISTORY     - 1969     MONUMENTED       CGS
 EM0973
 EM0973                          STATION DESCRIPTION
 EM0973
 EM0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0973'THE STATION IS LOCATED ABOUT 1.2 MILES WEST OF CHILLICOTHE, 49 FEET
 EM0973'NORTH OF THE WEST BOUND LANE OF U. S. HIGHWAY 287 AND ON THE ROAD
 EM0973'RIGHT-OF-WAY.
 EM0973'
 EM0973'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 287 AND
 EM0973'FARM ROAD 91 IN CHILLICOTHE GO WEST ON U. S. HIGHWAY 287 FOR 1.2
 EM0973'MILES TO A SIDE ROAD RIGHT AND THE STATION IN THE NORTHEAST ANGLE
 EM0973'OF THE INTERSECTION.
 EM0973'
 EM0973'THE STATION MARK IS A STANDARD DISK STAMPED BETHEL 1967, SET IN THE
 EM0973'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 EM0973'BELOW THE GROUND SURFACE.  IT IS 49 FEET NORTH OF THE CENTER OF THE
 EM0973'WEST BOUND LANE OF U. S. HIGHWAY 287, 35 FEET EAST OF THE CENTER
 EM0973'OF A DIRT ROAD, 4.9 FEET SOUTHWEST OF A METAL WITNESS POST AND 4
 EM0973'FEET SOUTH OF AN EAST-WEST WIRE FENCE.
 EM0973'
 EM0973'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BETHEL NO 1 1967, SET
 EM0973'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0973'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET NORTH OF THE
 EM0973'CENTER OF THE WEST BOUND LANE OF U. S. HIGHWAY 287, 26.5 FEET EAST
 EM0973'OF THE METAL WITNESS POST AND 1 FOOT SOUTH OF THE EAST-WEST WIRE
 EM0973'FENCE.
 EM0973'
 EM0973'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BETHEL NO 2 1967, SET
 EM0973'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0973'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 22.9 FEET NORTHWEST OF
 EM0973'THE METAL WITNESS POST, 20 FEET EAST OF THE CENTER OF THE DIRT ROAD
 EM0973'AND 2 FEET EAST OF A NORTH-SOUTH WIRE FENCE.
 EM0973'
 EM0973'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BETHEL 1967, SET IN THE
 EM0973'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 EM0973'INCHES ABOVE THE GROUND SURFACE.  IT IS 60 FEET SOUTH OF THE CENTER
 EM0973'OF THE EAST BOUND LANE OF U. S. HIGHWAY 287, 19 FEET EAST OF THE
 EM0973'CENTER OF A DIRT ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST AND
 EM0973'1.6 FEET SOUTH OF A POWER LINE POLE.
 EM0973'
 EM0973'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U. S. HIGHWAY
 EM0973'287 FOR 0.5 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK IN THE
 EM0973'SOUTH-EAST ANGLE ON THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0554 ***********************************************************************
 EM0554  DESIGNATION -  BETHEL 1967
 EM0554  PID         -  EM0554
 EM0554  STATE/COUNTY-  TX/HARDEMAN
 EM0554  USGS QUAD   -  CHILLICOTHE (1984)
 EM0554
 EM0554                         *CURRENT SURVEY CONTROL
 EM0554  ___________________________________________________________________
 EM0554* NAD 83(1986)-  34 15 14.     (N)    099 32 11.     (W)     SCALED    
 EM0554* NAVD 88     -       424.500  (meters)    1392.71   (feet)  ADJUSTED  
 EM0554  ___________________________________________________________________
 EM0554  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0554  DYNAMIC HT  -         424.020 (meters)    1391.14  (feet)  COMP
 EM0554  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 EM0554
 EM0554  VERT ORDER  -  FIRST     CLASS II
 EM0554
 EM0554.The horizontal coordinates were scaled from a topographic map and have
 EM0554.an estimated accuracy of +/- 6 seconds.
 EM0554
 EM0554.The orthometric height was determined by differential leveling
 EM0554.and adjusted by the National Geodetic Survey in June 1991..
 EM0554
 EM0554.The geoid height was determined by GEOID03.
 EM0554
 EM0554.The dynamic height is computed by dividing the NAVD 88
 EM0554.geopotential number by the normal gravity value computed on the
 EM0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0554.degrees latitude (g = 980.6199 gals.).
 EM0554
 EM0554.The modeled gravity was interpolated from observed gravity values.
 EM0554
 EM0554;                    North         East    Units  Estimated Accuracy
 EM0554;SPC TXNC     - 2,287,390.      504,530.      MT  (+/- 180 meters Scaled)
 EM0554
 EM0554                          SUPERSEDED SURVEY CONTROL
 EM0554
 EM0554.No superseded survey control is available for this station.
 EM0554
 EM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC506904(NAD 83)
 EM0554_MARKER: DS = TRIANGULATION STATION DISK
 EM0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0554_SP_SET: CONCRETE POST
 EM0554_STAMPING: BETHEL 1967
 EM0554_MARK LOGO: CGS   
 EM0554_PROJECTION: RECESSED 3 CENTIMETERS
 EM0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0554+STABILITY: SURFACE MOTION
 EM0554
 EM0554  HISTORY     - Date     Condition        Report By
 EM0554  HISTORY     - 1967     MONUMENTED       CGS
 EM0554  HISTORY     - 1984     GOOD             NGS
 EM0554
 EM0554                          STATION DESCRIPTION
 EM0554
 EM0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0554'2.1 KM (1.3 MI) WEST FROM CHILLICOTHE.
 EM0554'2.1 KM (1.3 MI) WESTERLY ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 EM0554'IN CHILLICOTHE, 28.3 M (92.8 FT) SOUTHWEST OF A UTILITY POLE, 15.1 M
 EM0554'(49.5 FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 EM0554'HIGHWAY, AND 9.4 M (30.8 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD
 EM0554'LEADING NORTHWEST.
 EM0554'THE MARK IS 1.5 METERS  SSW FROM A WITNESS POST.
 EM0554'THE MARK IS 0.3 M BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0555 ***********************************************************************
 EM0555  DESIGNATION -  BETHEL 1967 AZ MK
 EM0555  PID         -  EM0555
 EM0555  STATE/COUNTY-  TX/HARDEMAN
 EM0555  USGS QUAD   -  CHILLICOTHE (1984)
 EM0555
 EM0555                         *CURRENT SURVEY CONTROL
 EM0555  ___________________________________________________________________
 EM0555* NAD 83(1986)-  34 15 04.     (N)    099 32 43.     (W)     SCALED    
 EM0555* NAVD 88     -       426.299  (meters)    1398.62   (feet)  ADJUSTED  
 EM0555  ___________________________________________________________________
 EM0555  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 EM0555  DYNAMIC HT  -         425.817 (meters)    1397.03  (feet)  COMP
 EM0555  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 EM0555
 EM0555  VERT ORDER  -  FIRST     CLASS II
 EM0555
 EM0555.The horizontal coordinates were scaled from a topographic map and have
 EM0555.an estimated accuracy of +/- 6 seconds.
 EM0555
 EM0555.The orthometric height was determined by differential leveling
 EM0555.and adjusted by the National Geodetic Survey in June 1991..
 EM0555
 EM0555.The geoid height was determined by GEOID03.
 EM0555
 EM0555.The dynamic height is computed by dividing the NAVD 88
 EM0555.geopotential number by the normal gravity value computed on the
 EM0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0555.degrees latitude (g = 980.6199 gals.).
 EM0555
 EM0555.The modeled gravity was interpolated from observed gravity values.
 EM0555
 EM0555;                    North         East    Units  Estimated Accuracy
 EM0555;SPC TXNC     - 2,287,090.      503,710.      MT  (+/- 180 meters Scaled)
 EM0555
 EM0555                          SUPERSEDED SURVEY CONTROL
 EM0555
 EM0555.No superseded survey control is available for this station.
 EM0555
 EM0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC497901(NAD 83)
 EM0555_MARKER: DZ = AZIMUTH MARK DISK
 EM0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0555_SP_SET: CONCRETE POST
 EM0555_STAMPING: BETHEL 1967
 EM0555_MARK LOGO: CGS   
 EM0555_PROJECTION: PROJECTING 1 CENTIMETERS
 EM0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0555+STABILITY: SURFACE MOTION
 EM0555
 EM0555  HISTORY     - Date     Condition        Report By
 EM0555  HISTORY     - 1967     MONUMENTED       CGS
 EM0555  HISTORY     - 1984     GOOD             NGS
 EM0555
 EM0555                          STATION DESCRIPTION
 EM0555
 EM0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0555'2.9 KM (1.8 MI) WEST FROM CHILLICOTHE.
 EM0555'2.9 KM (1.8 MI) WESTERLY ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 EM0555'IN CHILLICOTHE, 18.6 M (61.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 EM0555'EAST BOUND LANES OF THE HIGHWAY, 6.0 M (19.7 FT) NORTHEAST OF THE
 EM0555'CENTER OF A DIRT ROAD LEADING SOUTH, AND 1.0 M (3.3 FT) WEST OF A
 EM0555'FENCE CORNER.
 EM0555'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 EM0555'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2254 ***********************************************************************
 BY2254  DESIGNATION -  BETHEL AZ MK
 BY2254  PID         -  BY2254
 BY2254  STATE/COUNTY-  TX/ANDERSON
 BY2254  USGS QUAD   -  CAYUGA (1982)
 BY2254
 BY2254                         *CURRENT SURVEY CONTROL
 BY2254  ___________________________________________________________________
 BY2254* NAD 83(1986)-  31 55 02.     (N)    095 55 06.     (W)     SCALED    
 BY2254* NAVD 88     -       114.058  (meters)     374.21   (feet)  ADJUSTED  
 BY2254  ___________________________________________________________________
 BY2254  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BY2254  DYNAMIC HT  -         113.923 (meters)     373.76  (feet)  COMP
 BY2254  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 BY2254
 BY2254  VERT ORDER  -  SECOND    CLASS 0
 BY2254
 BY2254.The horizontal coordinates were scaled from a topographic map and have
 BY2254.an estimated accuracy of +/- 6 seconds.
 BY2254
 BY2254.The orthometric height was determined by differential leveling
 BY2254.and adjusted by the National Geodetic Survey in June 1991..
 BY2254
 BY2254.The geoid height was determined by GEOID03.
 BY2254
 BY2254.The dynamic height is computed by dividing the NAVD 88
 BY2254.geopotential number by the normal gravity value computed on the
 BY2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2254.degrees latitude (g = 980.6199 gals.).
 BY2254
 BY2254.The modeled gravity was interpolated from observed gravity values.
 BY2254
 BY2254;                    North         East    Units  Estimated Accuracy
 BY2254;SPC TX C     - 3,257,780.    1,117,460.      MT  (+/- 180 meters Scaled)
 BY2254
 BY2254                          SUPERSEDED SURVEY CONTROL
 BY2254
 BY2254  NGVD 29 (??/??/92)  114.047  (m)          374.17   (f) ADJ UNCH    2 0
 BY2254
 BY2254.Superseded values are not recommended for survey control.
 BY2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2254.See file dsdata.txt to determine how the superseded data were derived.
 BY2254
 BY2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR240349(NAD 83)
 BY2254_MARKER: DZ = AZIMUTH MARK DISK
 BY2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2254_STAMPING: BETHEL 1946
 BY2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2254+STABILITY: SURFACE MOTION
 BY2254
 BY2254  HISTORY     - Date     Condition        Report By
 BY2254  HISTORY     - 1946     MONUMENTED       CGS
 BY2254  HISTORY     - 1947     GOOD             NGS
 BY2254
 BY2254                          STATION DESCRIPTION
 BY2254
 BY2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2254'0.3 MI SE FROM BETHEL.
 BY2254'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2254'160 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 54 FEET
 BY2254'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF A 4X4 MARKER
 BY2254'POST, 1 FOOT SOUTH OF A WIRE FENCE.  A BRONZE AZIMUTH MARK DISK SET IN
 BY2254'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2251 ***********************************************************************
 BY2251  DESIGNATION -  BETHEL RM 2
 BY2251  PID         -  BY2251
 BY2251  STATE/COUNTY-  TX/ANDERSON
 BY2251  USGS QUAD   -  CAYUGA (1982)
 BY2251
 BY2251                         *CURRENT SURVEY CONTROL
 BY2251  ___________________________________________________________________
 BY2251* NAD 83(1986)-  31 54 39.     (N)    095 54 38.     (W)     SCALED    
 BY2251* NAVD 88     -       115.016  (meters)     377.35   (feet)  ADJUSTED  
 BY2251  ___________________________________________________________________
 BY2251  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BY2251  DYNAMIC HT  -         114.880 (meters)     376.90  (feet)  COMP
 BY2251  MODELED GRAV-     979,453.3   (mgal)                       NAVD 88
 BY2251
 BY2251  VERT ORDER  -  SECOND    CLASS 0
 BY2251
 BY2251.The horizontal coordinates were scaled from a topographic map and have
 BY2251.an estimated accuracy of +/- 6 seconds.
 BY2251
 BY2251.The orthometric height was determined by differential leveling
 BY2251.and adjusted by the National Geodetic Survey in June 1991..
 BY2251
 BY2251.The geoid height was determined by GEOID03.
 BY2251
 BY2251.The dynamic height is computed by dividing the NAVD 88
 BY2251.geopotential number by the normal gravity value computed on the
 BY2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2251.degrees latitude (g = 980.6199 gals.).
 BY2251
 BY2251.The modeled gravity was interpolated from observed gravity values.
 BY2251
 BY2251;                    North         East    Units  Estimated Accuracy
 BY2251;SPC TX C     - 3,257,110.    1,118,220.      MT  (+/- 180 meters Scaled)
 BY2251
 BY2251                          SUPERSEDED SURVEY CONTROL
 BY2251
 BY2251  NGVD 29 (??/??/92)  115.004  (m)          377.31   (f) ADJ UNCH    2 0
 BY2251
 BY2251.Superseded values are not recommended for survey control.
 BY2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2251.See file dsdata.txt to determine how the superseded data were derived.
 BY2251
 BY2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR247342(NAD 83)
 BY2251_MARKER: DR = REFERENCE MARK DISK
 BY2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2251_STAMPING: BETHEL NO 2 1946
 BY2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2251+STABILITY: SURFACE MOTION
 BY2251
 BY2251  HISTORY     - Date     Condition        Report By
 BY2251  HISTORY     - 1946     MONUMENTED       CGS
 BY2251  HISTORY     - 1947     GOOD             NGS
 BY2251
 BY2251                          STATION DESCRIPTION
 BY2251
 BY2251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2251'0.8 MI SE FROM BETHEL.
 BY2251'0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2251'90 FEET EAST OF TRIANGULATION STATION BETHEL, 45 FEET SOUTH OF THE
 BY2251'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A WIRE FENCE.  A BRONZE
 BY2251'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2253 ***********************************************************************
 BY2253  DESIGNATION -  BETHEL RM 3
 BY2253  PID         -  BY2253
 BY2253  STATE/COUNTY-  TX/ANDERSON
 BY2253  USGS QUAD   -  CAYUGA (1982)
 BY2253
 BY2253                         *CURRENT SURVEY CONTROL
 BY2253  ___________________________________________________________________
 BY2253* NAD 83(1986)-  31 54 39.     (N)    095 54 38.     (W)     SCALED    
 BY2253* NAVD 88     -       115.50   (+/-2cm)     378.9    (feet)  VERTCON   
 BY2253  ___________________________________________________________________
 BY2253  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BY2253
 BY2253  VERT ORDER  -  THIRD (See Below)
 BY2253
 BY2253.The horizontal coordinates were scaled from a topographic map and have
 BY2253.an estimated accuracy of +/- 6 seconds.
 BY2253
 BY2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2253.The vertical order pertains to the NGVD 29 superseded value.
 BY2253
 BY2253.The geoid height was determined by GEOID03.
 BY2253
 BY2253;                    North         East    Units  Estimated Accuracy
 BY2253;SPC TX C     - 3,257,110.    1,118,220.      MT  (+/- 180 meters Scaled)
 BY2253
 BY2253                          SUPERSEDED SURVEY CONTROL
 BY2253
 BY2253  NGVD 29 (??/??/??)  115.49   (m)          378.9    (f) RESET       3  
 BY2253
 BY2253.Superseded values are not recommended for survey control.
 BY2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2253.See file dsdata.txt to determine how the superseded data were derived.
 BY2253
 BY2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR247342(NAD 83)
 BY2253_MARKER: DR = REFERENCE MARK DISK
 BY2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2253_STAMPING: BETHEL NO.3,1946-1956
 BY2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2253+STABILITY: SURFACE MOTION
 BY2253
 BY2253  HISTORY     - Date     Condition        Report By
 BY2253  HISTORY     - 1956     MONUMENTED       CGS
 BY2253
 BY2253                          STATION DESCRIPTION
 BY2253
 BY2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BY2253'0.8 MI SE FROM BETHEL.
 BY2253'0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 287 FROM THE SCHOOL AT
 BY2253'BETHEL, 121.5 FEET NORTH OF TRIANGULATION STATION BETHEL 1946, IN THE
 BY2253'WEST FENCE LINE OF A FARM LANE LEADING NORTH 150 YARDS TO A FARM
 BY2253'HOUSE, AND IN THE NORTH RIGHT-OF-WAY FENCE LINE.  A STANDARD REFERENCE
 BY2253'DISK STAMPED BETHEL NO.3, 1946 1956 IN A CONCRETE MONUMENT PROJECTING
 BY2253'ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0841 ***********************************************************************
 CV0841  DESIGNATION -  BETTIE RESET
 CV0841  PID         -  CV0841
 CV0841  STATE/COUNTY-  TX/GAINES
 CV0841  USGS QUAD   -  HOBBS EAST (1979)
 CV0841
 CV0841                         *CURRENT SURVEY CONTROL
 CV0841  ___________________________________________________________________
 CV0841* NAD 83(1993)-  32 44 08.33798(N)    103 00 59.26842(W)     ADJUSTED  
 CV0841* NAVD 88     -      1100.5    (meters)    3611.     (feet)  VERTCON   
 CV0841  ___________________________________________________________________
 CV0841  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CV0841  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 CV0841
 CV0841  HORZ ORDER  -  FIRST
 CV0841
 CV0841.The horizontal coordinates were established by classical geodetic methods
 CV0841.and adjusted by the National Geodetic Survey in February 1996..
 CV0841
 CV0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0841
 CV0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0841
 CV0841.The geoid height was determined by GEOID03.
 CV0841
 CV0841;                    North         East     Units Scale Factor Converg.
 CV0841;SPC TXNC     - 2,127,636.927   176,845.703   MT  0.99988774   -2 27 47.7
 CV0841;SPC TXNC     - 6,980,422.15    580,201.28   sFT  0.99988774   -2 27 47.7
 CV0841;SPC NM E     -   193,206.280   288,424.731   MT  1.00009687   +0 42 43.9
 CV0841;SPC NM E     -   633,877.60    946,273.47   sFT  1.00009687   +0 42 43.9
 CV0841;UTM  13      - 3,623,721.786   685,859.840   MT  1.00002596   +1 04 22.6
 CV0841
 CV0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0841!SPC TXNC     -   0.99983064  x   0.99988774  =   0.99971840
 CV0841!SPC NM E     -   0.99983064  x   1.00009687  =   0.99992750
 CV0841!UTM  13      -   0.99983064  x   1.00002596  =   0.99985660
 CV0841
 CV0841|---------------------------------------------------------------------|
 CV0841| PID    Reference Object                     Distance      Geod. Az  |
 CV0841|                                                           dddmmss.s |
 CV0841| CH8398 BETTIE RM 1                          32.223 METERS 04005     |
 CV0841| CH8396 BETTIE AZ MK 2                                     1624111.4 |
 CV0841| CH8397 BETTIE AZ MK 3                                     1634355.3 |
 CV0841| CH8400 BETTIE RM 3 AZIMUTH                                1641657.6 |
 CV0841| CH8395 BETTIE AZ MK                                       1953257.5 |
 CV0841| CV0847 HOBBS S MUNICIPAL TANK              APPROX.12.3 KM 2472907.4 |
 CV0841| CV0846 HOBBS E MUNICIPAL TANK              APPROX.11.7 KM 2544259.2 |
 CV0841| CV0844 HOBBS MUNICIPAL TANK                APPROX.11.7 KM 2544421.0 |
 CV0841| CV0849 HOBBS N MUNICIPAL TANK              APPROX.11.7 KM 2623405.7 |
 CV0841| CH8399 BETTIE RM 2                          33.912 METERS 29804     |
 CV0841|---------------------------------------------------------------------|
 CV0841
 CV0841                          SUPERSEDED SURVEY CONTROL
 CV0841
 CV0841  NAD 83(1993)-  32 44 08.33858(N)    103 00 59.26784(W) AD(       ) 1
 CV0841  NAD 83(1986)-  32 44 08.34345(N)    103 00 59.26570(W) AD(       ) 1
 CV0841  NAD 27      -  32 44 07.98100(N)    103 00 57.50700(W) AD(       ) 1
 CV0841  NGVD 29 (07/19/86) 1100.2    (m)         3610.     (f) VERT ANG       
 CV0841
 CV0841.Superseded values are not recommended for survey control.
 CV0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0841.See file dsdata.txt to determine how the superseded data were derived.
 CV0841
 CV0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS8586023722(NAD 83)
 CV0841_MARKER: DS = TRIANGULATION STATION DISK
 CV0841_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0841_SP_SET: SET INTO IRON PIPE IN CONCRETE
 CV0841_STAMPING: BETTIE 1935 1969
 CV0841_PROJECTION: PROJECTING 61 CENTIMETERS
 CV0841
 CV0841  HISTORY     - Date     Condition        Report By
 CV0841  HISTORY     - 1969     MONUMENTED       CGS
 CV0841  HISTORY     - 1971     GOOD             NGS
 CV0841  HISTORY     - 1974     GOOD             NGS
 CV0841  HISTORY     - 1975     GOOD             NGS
 CV0841  HISTORY     - 1978     GOOD             DMA
 CV0841  HISTORY     - 1978     GOOD             DMA
 CV0841
 CV0841                          STATION DESCRIPTION
 CV0841
 CV0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CV0841'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARKS
 CV0841'1935 AND 1935 1969 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CV0841'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO.
 CV0841'1.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND
 CV0841'AZIMUTH MARKS WERE VERIFIED.  A NEW AZIMUTH MARK WAS ESTABLISHED,
 CV0841'BY THE REQUEST OF THE STATE HIGHWAY DEPT.  AZIMUTH MARKS
 CV0841'1935 AND 1935 1969 WILL BE DESTROYED IN THE NEAR FUTURE BY THE
 CV0841'RECONSTRUCTION OF U.S. HIGHWAYS 62 AND 180.
 CV0841'
 CV0841'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CV0841'
 CV0841'THE STATION IS LOCATED ABOUT 21-1/2 MILES WEST OF SEMINOLE,
 CV0841'7-1/2 MILES EAST OF HOBBS, N.M., 3 MILES EAST OF THE TEXAS-NEW
 CV0841'MEXICO STATE LINE AND 1/2 MILE NORTH OF U.S. HIGHWAYS 62
 CV0841'AND 180.
 CV0841'
 CV0841'TO REACH THE STATION FROM HOBBS, NEW MEXICO, GO EAST ON U.S.
 CV0841'HIGHWAYS 62 AND 180 FOR ABOUT 5 MILES TO THE NEW MEXICO-TEXAS
 CV0841'STATE LINE.  CONTINUE EASTERLY ON U.S. HWYS. 62 AND 180 FOR
 CV0841'2.6 MILES TO SURFACE ROAD ON THE LEFT.  TURN LEFT AND GO
 CV0841'NORTH ON SURFACE ROAD FOR 0.05 MILE TO AZIMUTH MARK ON THE
 CV0841'LEFT, CONTINUE STRAIGHT AHEAD NORTH ON SURFACE ROAD FOR 0.4 MILE
 CV0841'TO TRACK ROAD ON THE LEFT WITH GATE AND ALSO HI-LINE PASSES
 CV0841'OVER ROAD AT THIS POINT.  HERE TURN LEFT AND GO WESTERLY ALONG
 CV0841'THE HI-LINE FOR ABOUT 0.15 MILE, HERE TURN RIGHT AND GO
 CV0841'NORTH FOR ABOUT 0.15 MILE TO STATION IN BLOW-OUT OF
 CV0841'SAND-DUNE.
 CV0841'
 CV0841'STATION MARK IS A STANDARD DISK, STAMPED BETTIE 1935 1969,
 CV0841'CEMENTED IN THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS ABOUT
 CV0841'24-INCHES.  THE MARK IS IN THE APPROXIMATE CENTER OF BLOW-OUT
 CV0841'OF SAND-DUNE, WITH THE RIM OF BLOW-OUT ABOUT 4-FEET HIGHER IN
 CV0841'ELEVATION THAN THE STATION, IT IS 0.2 MILE SOUTH-SOUTHWEST OF
 CV0841'A WINDMILL, ABOUT 0.15 MILE WEST OF A SURFACE NORTH-SOUTH
 CV0841'ROAD AND ABOUT 0.15 MILE NORTH OF A HI-LINE WITH A DOUBLE
 CV0841'SET OF POLES.
 CV0841'
 CV0841'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF
 CV0841'A SQUARE CONCRETE POST THAT PROJECTS ABOUT 10-INCHES AND THE
 CV0841'DISK IS STAMPED BETTIE NO 1 1935.  IT IS ABOUT THE SAME ELEVATION
 CV0841'AS THE STATION MARK.
 CV0841'
 CV0841'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF
 CV0841'A SQUARE CONCRETE POST THAT PROJECTS ABOUT 8-INCHES AND THE
 CV0841'DISK IS STAMPED BETTIE NO 2 1935.  IT IS ABOUT THE SAME ELEVATION
 CV0841'AS THE STATION MARK.
 CV0841'
 CV0841'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CV0841'CONCRETE POST THAT PROJECTS ABOUT 8-INCHES AND THE DISK IS
 CV0841'STAMPED BETTIE 1935 1971.  IT IS 32 FEET WEST OF THE CENTER
 CV0841'OF SURFACE ROAD, 7 FEET WEST OF A HI-LINE POLE, 2 FEET NORTH
 CV0841'OF A METAL WITNESS POST, AND 0.6 FEET EAST OF A NORTH-SOUTH
 CV0841'FENCE-LINE.
 CV0841'
 CV0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 CV0841'EAST OF HOBBS, N.M.
 CV0841
 CV0841                          STATION RECOVERY (1974)
 CV0841
 CV0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CV0841'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 CV0841'RECOVERED AS DESCRIBED IN THE 1971 RECOVERY DESCRIPTION, AND FOUND
 CV0841'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 CV0841'MARKS WERE VERIFIED.
 CV0841'
 CV0841'AZIMUTH MARK 1971 WILL BE DESTROYED BY CONSTRUCTION OF A NEW FARM TO
 CV0841'MARKET ROAD.
 CV0841'
 CV0841'R.M. NO. 3 AZI WAS ESTABLISHED AT THIS TIME, OUT OF THE CONSTRUCTION
 CV0841'AREA.
 CV0841'
 CV0841'THE 1971 DESCRIPTION OF STATION AND TO REACH IS ADEQUATE.
 CV0841'
 CV0841'REFERENCE MARK NO. 3 AZI, IS A STANDARD DISK, SET IN THE TOP OF A
 CV0841'ROUND CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED
 CV0841'BETTIE 1935 AZI NO 3 1974.  IT IS 61 FEET WEST OF THE CENTER OF
 CV0841'ROAD, 5 FEET NORTH OF A HI-LINE POLE, 3 FEET SOUTH OF A METAL
 CV0841'WITNESS POST AND 1-FOOT EAST OF THE FENCE-LINE.
 CV0841'
 CV0841'THE MARK IS LOCATED ABOUT 0.05 MILE NORTH OF THE JUNCTION OF U.S.
 CV0841'HIGHWAYS 62, 180 AND FARM ROAD 3306.  NOTE--FARM ROAD 3306 WILL BE
 CV0841'THE SURFACED ROAD MENTIONED IN THE 1971 TO REACH, AT THE POINT IN
 CV0841'THE DESCRIPTION, WHERE YOU TURN LEFT OFF FROM U.S. HIGHWAYS 62 AND
 CV0841'180 AND GO NORTH ON SURFACE ROAD.
 CV0841'
 CV0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES EAST OF
 CV0841'HOBBS, N.M.
 CV0841
 CV0841                          STATION RECOVERY (1975)
 CV0841
 CV0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0841'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE 1974 AZIMUTH MARK
 CV0841'WERE RECOVERED IN GOOD CONDITION.  THERE WAS NO AVAILABLE DATA FOR
 CV0841'THE AZIMUTH MARK.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 CV0841'MARKS CHECKED THE OLD DATA.  DUE TO ROAD CHANGES A NEW DESCRIPTION
 CV0841'FOLLOWS.
 CV0841'
 CV0841'THE STATION IS ABOUT 2-1/2 MILES EAST OF THE TEXAS-NEW MEXICO STATE
 CV0841'LINE, 7-1/2 MILES EAST OF HOBBS, NEW MEXICO, 22 MILES WEST OF
 CV0841'SEMINOLE, TEXAS, 1/2 MILE NORTH OF U.S. HIGHWAYS 62 AND 180 AND ON
 CV0841'PROPERTY OF THE TAYLOR RANCH, PERMISSION OBTAINED FROM VERNON
 CV0841'JONES, TELEPHONE NUMBER 393-2594, HOBBS NEW MEXICO.
 CV0841'
 CV0841'TO REACH THE STATION FROM THE NEW MEXICO STATE PORT OF ENTRY, ABOUT 2
 CV0841'MILES EAST OF HOBBS, GO EAST ON U.S. HIGHWAYS 62 AND 180 FOR 1.7
 CV0841'MILES TO THE TEXAS-NEW MEXICO STATE LINE.  CONTINUE EAST ON
 CV0841'HIGHWAYS 62 AND 180 FOR 2.5 MILES TO A GRAVELED SIDE ROAD LEFT.
 CV0841'TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.05 MILE TO THE
 CV0841'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR
 CV0841'0.75 MILE TO A GATE AND A TRACK ROAD ON THE LEFT.  TURN LEFT,
 CV0841'PASSING THROUGH THE GATE AND GO SOUTHWEST ACROSS A PASTURE FOR
 CV0841'0.25 MILE TO A LOW SAND DUNE AND THE STATION.
 CV0841'
 CV0841'STATION MARK IS A STANDARD DISK, STAMPED BETTIE 1935 1969, CEMENTED
 CV0841'IN THE TOP OF A 4-INCH IRON PIPE, THAT PROJECTS 24 INCHES ABOVE THE
 CV0841'GROUND.  THERE IS NO LOCAL OBJECTS TO REFERENCE TO.
 CV0841'
 CV0841'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BETTIE NO 1 1935, SET
 CV0841'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 12
 CV0841'INCHES ABOVE THE GROUND.  NO LOCAL OBJECTS TO MEASURE TO.
 CV0841'
 CV0841'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BETTIE NO 2 1935, SET
 CV0841'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 12
 CV0841'INCHES ABOVE THE GROUND.  NO LOCAL OBJECTS TO MEASURE TO.
 CV0841'
 CV0841'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED BETTIE 1935
 CV0841'AZI NO 3 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CV0841'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 49.0 FEET
 CV0841'WEST OF THE CENTER OF A GRAVELED ROAD, 6.0 FEET NORTH OF A POWER
 CV0841'LINE POLE, 2.5 FEET SOUTH OF A WITNESS AND 1.0 FOOT EAST OF A FENCE.
 CV0841'
 CV0841'HEIGHT OF LIGHT ABOVE STATION MARK 59.0 FEET.
 CV0841'
 CV0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES EAST
 CV0841'OF HOBBS NEW MEXICO.
 CV0841
 CV0841                          STATION RECOVERY (1978)
 CV0841
 CV0841'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (B)
 CV0841'BETTIE GOOD
 CV0841'
 CV0841'AZ. MK GOOD
 CV0841'
 CV0841'RMS NOT SEARCHED FOR, STATION IS ABOUT 150M N. OF E-W POWER LINE.
 CV0841
 CV0841                          STATION RECOVERY (1978)
 CV0841
 CV0841'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (MSB)
 CV0841'BETTIE RECOVERED GOOD.
 CV0841'
 CV0841'AZ. MK RECOVERED GOOD.
 CV0841'
 CV0841'RMS NOT SEARCHED FOR, STATION IS ABOUT 150M N. OF E-W POWER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0979 ***********************************************************************
 BM0979  DESIGNATION -  BETTS
 BM0979  PID         -  BM0979
 BM0979  STATE/COUNTY-  TX/GRIMES
 BM0979  USGS QUAD   -  COURTNEY (1989)
 BM0979
 BM0979                         *CURRENT SURVEY CONTROL
 BM0979  ___________________________________________________________________
 BM0979* NAD 83(1993)-  30 18 22.63884(N)    096 02 46.43819(W)     ADJUSTED  
 BM0979* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BM0979  ___________________________________________________________________
 BM0979  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BM0979  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BM0979
 BM0979  HORZ ORDER  -  THIRD
 BM0979
 BM0979.The horizontal coordinates were established by classical geodetic methods
 BM0979.and adjusted by the National Geodetic Survey in February 1996..
 BM0979
 BM0979.The orthometric height was scaled from a topographic map.
 BM0979
 BM0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0979
 BM0979.The geoid height was determined by GEOID03.
 BM0979
 BM0979;                    North         East     Units Scale Factor Converg.
 BM0979;SPC TX C     - 3,078,851.294 1,112,249.522   MT  0.99995479   +2 12 29.2
 BM0979;SPC TX C     -10,101,197.95  3,649,105.31   sFT  0.99995479   +2 12 29.2
 BM0979;SPC TXSC     - 4,277,669.252   884,090.456   MT  1.00000671   +1 26 49.5
 BM0979;SPC TXSC     -14,034,319.87  2,900,553.44   sFT  1.00000671   +1 26 49.5
 BM0979;UTM  14      - 3,356,422.434   784,067.300   MT  1.00059564   +1 29 29.5
 BM0979;UTM  15      - 3,356,657.718   207,036.090   MT  1.00065900   -1 32 17.9
 BM0979
 BM0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0979!SPC TX C     -   0.99998870  x   0.99995479  =   0.99994349
 BM0979!SPC TXSC     -   0.99998870  x   1.00000671  =   0.99999541
 BM0979!UTM  14      -   0.99998870  x   1.00059564  =   1.00058433
 BM0979!UTM  15      -   0.99998870  x   1.00065900  =   1.00064769
 BM0979
 BM0979|---------------------------------------------------------------------|
 BM0979| PID    Reference Object                     Distance      Geod. Az  |
 BM0979|                                                           dddmmss.s |
 BM0979| BM0978 BETTS 2                              46.789 METERS 08417     |
 BM0979| CV8087 BETTS RM 2                           22.759 METERS 08545     |
 BM0979| BM0980 BETTS AZ MK                         376.012 METERS 17415     |
 BM0979| CV8086 BETTS RM 1                           10.956 METERS 34839     |
 BM0979|---------------------------------------------------------------------|
 BM0979
 BM0979                          SUPERSEDED SURVEY CONTROL
 BM0979
 BM0979  NAD 83(1986)-  30 18 22.65295(N)    096 02 46.42077(W) AD(       ) 3
 BM0979  NAD 27      -  30 18 21.89900(N)    096 02 45.57700(W) AD(       ) 3
 BM0979
 BM0979.Superseded values are not recommended for survey control.
 BM0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0979.See file dsdata.txt to determine how the superseded data were derived.
 BM0979
 BM0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8406756422(NAD 83)
 BM0979_MARKER: DS = TRIANGULATION STATION DISK
 BM0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0979
 BM0979  HISTORY     - Date     Condition        Report By
 BM0979  HISTORY     - 1952     MONUMENTED       CGS
 BM0979  HISTORY     - 1962     SEE DESCRIPTION  CGS
 BM0979  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0979
 BM0979                          STATION DESCRIPTION
 BM0979
 BM0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BM0979'THE STATION IS LOCATED ABOUT 6 MILES SOUTH SOUTHEAST OF
 BM0979'NAVASOTA ON THE RIGHT-OF-WAY OF STATE ROAD NO. 6, 46 FEET
 BM0979'SOUTHEAST OF A TELEPHONE POLE, 37 FEET WEST OF THE CENTER
 BM0979'OF STATE ROAD 6 AND 3.5 FEET EAST OF A NORTH-SOUTH FENCE
 BM0979'LINE AND WITNESS POST.  IT IS SET FLUSH AND IS STAMPED BETTS
 BM0979'1952.
 BM0979'
 BM0979'REFERENCE MARK NO. 1 IS 39 FEET WEST OF THE CENTER OF STATE
 BM0979'ROAD 6, 11 FEET SOUTHEAST OF A TELEPHONE POLE AND 6 INCHES
 BM0979'EAST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH AND IT IS
 BM0979'STAMPED BETTS NO 1 1952.
 BM0979'
 BM0979'REFERENCE MARK NO. 2 IS 100 FEET SOUTH OF A T FENCE CORNER,
 BM0979'37 FEET EAST OF THE CENTER OF STATE ROAD 6 AND 1 FOOT WEST
 BM0979'OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH AND IS STAMPED
 BM0979'BETTS NO 2 1952.
 BM0979'
 BM0979'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 86.80 FEET.
 BM0979'
 BM0979'THE AZIMUTH MARK IS 39 FEET EAST OF THE CENTER OF STATE ROAD
 BM0979'6, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH
 BM0979'OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED BETTS
 BM0979'1952.
 BM0979'
 BM0979'TO REACH THE STATION FROM THE POST OFFICE IN NAVASOTA GO
 BM0979'EAST FOR 0.05 MILE TO STATE ROADS 6 AND 105, TURN RIGHT AND
 BM0979'GO SOUTH ON STATE ROADS 6 AND 105 FOR 0.9 MILE TO THE JUNCTION
 BM0979'OF STATE ROADS 6 AND 105, CONTINUE SOUTH ON STATE ROAD 6 FOR
 BM0979'5.2 MILES TO A T ROAD JUNCTION WITH COUNTY ROAD 245, CONTINUE
 BM0979'SOUTH ON STATE ROAD 6 FOR 0.2 MILE TO THE STATION ON THE
 BM0979'RIGHT AS DESCRIBED.
 BM0979'
 BM0979'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 BM0979'ROAD 6 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 BM0979
 BM0979                          STATION RECOVERY (1962)
 BM0979
 BM0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 BM0979'THE STATION MARK, REFERENCE MARKS NOS. 1, 2, AND THE AZIMUTH
 BM0979'MARK WERE RECOVERED IN GOOD CONDITION.
 BM0979'
 BM0979'AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT THE SURFACE
 BM0979'STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH MARK
 BM0979'WERE DESTROYED TO CLEAR FOR WIDENING OF STATE HIGHWAY 6, AFTER
 BM0979'TRIANGULATION STATION BETTS 2 1962 WAS ESTABLISHED IN THE
 BM0979'NEAR VICINITY.
 BM0979'
 BM0979'NOTE--SEE DESCRIPTION FOR TRIANGULATION STATION BETTS 2.
 BM0979
 BM0979                          STATION RECOVERY (1994)
 BM0979
 BM0979'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0978 ***********************************************************************
 BM0978  DESIGNATION -  BETTS 2
 BM0978  PID         -  BM0978
 BM0978  STATE/COUNTY-  TX/GRIMES
 BM0978  USGS QUAD   -  COURTNEY (1989)
 BM0978
 BM0978                         *CURRENT SURVEY CONTROL
 BM0978  ___________________________________________________________________
 BM0978* NAD 83(1993)-  30 18 22.79031(N)    096 02 44.69576(W)     ADJUSTED  
 BM0978* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BM0978  ___________________________________________________________________
 BM0978  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BM0978  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BM0978
 BM0978  HORZ ORDER  -  SECOND
 BM0978
 BM0978.The horizontal coordinates were established by classical geodetic methods
 BM0978.and adjusted by the National Geodetic Survey in February 1996..
 BM0978
 BM0978.The orthometric height was scaled from a topographic map.
 BM0978
 BM0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0978
 BM0978.The geoid height was determined by GEOID03.
 BM0978
 BM0978;                    North         East     Units Scale Factor Converg.
 BM0978;SPC TX C     - 3,078,857.749 1,112,295.862   MT  0.99995478   +2 12 30.1
 BM0978;SPC TX C     -10,101,219.13  3,649,257.34   sFT  0.99995478   +2 12 30.1
 BM0978;SPC TXSC     - 4,277,675.091   884,136.880   MT  1.00000672   +1 26 50.4
 BM0978;SPC TXSC     -14,034,339.03  2,900,705.75   sFT  1.00000672   +1 26 50.4
 BM0978;UTM  14      - 3,356,428.312   784,113.746   MT  1.00059597   +1 29 30.4
 BM0978;UTM  15      - 3,356,661.133   207,082.785   MT  1.00065866   -1 32 17.0
 BM0978
 BM0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0978!SPC TX C     -   0.99998870  x   0.99995478  =   0.99994348
 BM0978!SPC TXSC     -   0.99998870  x   1.00000672  =   0.99999542
 BM0978!UTM  14      -   0.99998870  x   1.00059597  =   1.00058466
 BM0978!UTM  15      -   0.99998870  x   1.00065866  =   1.00064735
 BM0978
 BM0978|---------------------------------------------------------------------|
 BM0978| PID    Reference Object                     Distance      Geod. Az  |
 BM0978|                                                           dddmmss.s |
 BM0978| CV8089 BETTS 2 RM 3                         14.359 METERS 16527     |
 BM0978| CV8088 BETTS 2 AZ MK                                      1741530.5 |
 BM0978| BM0980 BETTS AZ MK                         378.891 METERS 18121     |
 BM0978| BM0979 BETTS                                46.789 METERS 26417     |
 BM0978| CV8090 BETTS 2 RM 4                         20.163 METERS 35132     |
 BM0978|---------------------------------------------------------------------|
 BM0978
 BM0978                          SUPERSEDED SURVEY CONTROL
 BM0978
 BM0978  NAD 83(1986)-  30 18 22.80441(N)    096 02 44.67835(W) AD(       ) 2
 BM0978  NAD 27      -  30 18 22.05000(N)    096 02 43.83400(W) AD(       ) 2
 BM0978
 BM0978.Superseded values are not recommended for survey control.
 BM0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0978.See file dsdata.txt to determine how the superseded data were derived.
 BM0978
 BM0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8411456428(NAD 83)
 BM0978_MARKER: DS = TRIANGULATION STATION DISK
 BM0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0978
 BM0978  HISTORY     - Date     Condition        Report By
 BM0978  HISTORY     - 1962     MONUMENTED       CGS
 BM0978  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BM0978
 BM0978                          STATION DESCRIPTION
 BM0978
 BM0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WCR)
 BM0978'THE STATION IS ABOUT 5 MILES SOUTH OF NAVASOTA ON THE ROAD
 BM0978'RIGHT-OF-WAY ALONG STATE HIGHWAY 6, ON THE FIRST HILL SOUTH
 BM0978'OF FARM ROAD 362.
 BM0978'
 BM0978'TO REACH THE STATION FROM THE POST OFFICE AT NAVASOTA, GO
 BM0978'EAST 0.05 MILE TO STATE HIGHWAYS 6 AND 105.  TURN RIGHT, SOUTH,
 BM0978'ON HIGHWAYS 6 AND 105, GO 0.9 MILE TO WHERE THE HIGHWAYS
 BM0978'SEPARATE.  CONTINUE STRAIGHT AHEAD, ON HIGHWAY 6, GO 5.35
 BM0978'MILES TO THE JUNCTION OF FARM ROAD 362.  KEEP STRAIGHT AHEAD
 BM0978'ON HIGHWAY 6, GO 0.2 MILE TO THE STATION ON THE LEFT.  TO
 BM0978'REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 BM0978'HIGHWAY 6 FOR 0.2 MILE TO AZIMUTH MARK ON THE LEFT.
 BM0978'
 BM0978'STATION MARKS ARE STANDARD DISKS STAMPED BETTS 2 1962.  THE
 BM0978'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 BM0978'WITH THE SURFACE OF THE GROUND.  IT IS 146 FEET SOUTH OF A
 BM0978'POWER LINE POLE, 115 FEET EAST OF THE CENTER LINE OF STATE
 BM0978'HIGHWAY 6, AND 3.5 FEET WEST OF A METAL WITNESS POST WHICH
 BM0978'IS SET IN THE EAST RIGHT-OF-WAY FENCE.
 BM0978'
 BM0978'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 BM0978'36 INCHES BELOW THE SURFACE OF THE GROUND.
 BM0978'
 BM0978'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BETTS 2 NO 3
 BM0978'1962, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE
 BM0978'SURFACE OF THE GROUND.  IT IS 123 FEET EAST OF THE CENTER
 BM0978'LINE OF HIGHWAY 6, 46 FEET SOUTH OF THE METAL WITNESS POST,
 BM0978'AND IN THE EAST RIGHT-OF-WAY FENCE.
 BM0978'
 BM0978'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BETTS 2 NO 4 1962,
 BM0978'IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 BM0978'OF THE GROUND.  IT IS 114 FEET EAST OF THE CENTER LINE OF
 BM0978'HIGHWAY 6, 80 FEET SOUTH OF A POWER LINE POLE, AND 67 FEET NORTH
 BM0978'OF A METAL WITNESS POST.
 BM0978'
 BM0978'AZIMUTH MARK, A STANDARD DISK STAMPED BETTS 2 1962, IS SET
 BM0978'IN A 14 IN X 14 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 BM0978'THE GROUND.  IT IS 451 FEET NORTH OF A CATTLE GUARD, 192 FEET
 BM0978'EAST OF THE CENTER LINE OF HIGHWAY 6, AND 23 FEET EAST OF A
 BM0978'METAL WITNESS POST WHICH IS IN THE EAST RIGHT-OF-WAY FENCE.
 BM0978'
 BM0978'NOTE--DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A
 BM0978'5 KG. TAPE TENSION.
 BM0978
 BM0978                          STATION RECOVERY (1999)
 BM0978
 BM0978'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0980 ***********************************************************************
 BM0980  DESIGNATION -  BETTS AZ MK
 BM0980  PID         -  BM0980
 BM0980  STATE/COUNTY-  TX/GRIMES
 BM0980  USGS QUAD   -  COURTNEY (1989)
 BM0980
 BM0980                         *CURRENT SURVEY CONTROL
 BM0980  ___________________________________________________________________
 BM0980* NAD 83(1993)-  30 18 10.48956(N)    096 02 45.02916(W)     ADJUSTED  
 BM0980* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BM0980  ___________________________________________________________________
 BM0980  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BM0980  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BM0980
 BM0980  HORZ ORDER  -  THIRD
 BM0980
 BM0980.The horizontal coordinates were established by classical geodetic methods
 BM0980.and adjusted by the National Geodetic Survey in February 1996..
 BM0980
 BM0980.The orthometric height was scaled from a topographic map.
 BM0980
 BM0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0980
 BM0980.The geoid height was determined by GEOID03.
 BM0980
 BM0980;                    North         East     Units Scale Factor Converg.
 BM0980;SPC TX C     - 3,078,478.917 1,112,301.556   MT  0.99995550   +2 12 29.9
 BM0980;SPC TX C     -10,099,976.25  3,649,276.02   sFT  0.99995550   +2 12 29.9
 BM0980;UTM  14      - 3,356,049.196   784,114.702   MT  1.00059598   +1 29 29.7
 BM0980;UTM  15      - 3,356,282.473   207,063.701   MT  1.00065880   -1 32 16.6
 BM0980
 BM0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0980!SPC TX C     -   0.99998870  x   0.99995550  =   0.99994420
 BM0980!UTM  14      -   0.99998870  x   1.00059598  =   1.00058467
 BM0980!UTM  15      -   0.99998870  x   1.00065880  =   1.00064749
 BM0980
 BM0980|---------------------------------------------------------------------|
 BM0980| PID    Reference Object                     Distance      Geod. Az  |
 BM0980|                                                           dddmmss.s |
 BM0980| BM0978 BETTS 2                             378.891 METERS 00121     |
 BM0980| BM0979 BETTS                               376.012 METERS 35415     |
 BM0980|---------------------------------------------------------------------|
 BM0980
 BM0980                          SUPERSEDED SURVEY CONTROL
 BM0980
 BM0980  NAD 83(1986)-  30 18 10.50368(N)    096 02 45.01174(W) AD(       ) 3
 BM0980
 BM0980.Superseded values are not recommended for survey control.
 BM0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0980.See file dsdata.txt to determine how the superseded data were derived.
 BM0980
 BM0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8411556049(NAD 83)
 BM0980_MARKER: DZ = AZIMUTH MARK DISK
 BM0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0980
 BM0980  HISTORY     - Date     Condition        Report By
 BM0980  HISTORY     - 1952     MONUMENTED       CGS
 BM0980  HISTORY     - 1962     SEE DESCRIPTION  CGS
 BM0980  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0980
 BM0980                          STATION DESCRIPTION
 BM0980
 BM0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BM0980'THE STATION IS LOCATED ABOUT 6 MILES SOUTH SOUTHEAST OF
 BM0980'NAVASOTA ON THE RIGHT-OF-WAY OF STATE ROAD NO. 6.
 BM0980'
 BM0980'THE AZIMUTH MARK IS 39 FEET EAST OF THE CENTER OF STATE ROAD
 BM0980'6, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH
 BM0980'OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED BETTS
 BM0980'1952.
 BM0980'
 BM0980'TO REACH THE STATION FROM THE POST OFFICE IN NAVASOTA GO
 BM0980'EAST FOR 0.05 MILE TO STATE ROADS 6 AND 105, TURN RIGHT AND
 BM0980'GO SOUTH ON STATE ROADS 6 AND 105 FOR 0.9 MILE TO THE JUNCTION
 BM0980'OF STATE ROADS 6 AND 105, CONTINUE SOUTH ON STATE ROAD 6 FOR
 BM0980'5.2 MILES TO A T ROAD JUNCTION WITH COUNTY ROAD 245, CONTINUE
 BM0980'SOUTH ON STATE ROAD 6 FOR 0.4 MILE TO THE STATION ON THE
 BM0980'LEFT AS DESCRIBED.
 BM0980
 BM0980                          STATION RECOVERY (1962)
 BM0980
 BM0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 BM0980'THE STATION MARK, REFERENCE MARKS NOS. 1, 2, AND THE AZIMUTH
 BM0980'MARK WERE RECOVERED IN GOOD CONDITION.
 BM0980'
 BM0980'AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT THE SURFACE
 BM0980'STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH MARK
 BM0980'WERE DESTROYED TO CLEAR FOR WIDENING OF STATE HIGHWAY 6, AFTER
 BM0980'TRIANGULATION STATION BETTS 2 1962 WAS ESTABLISHED IN THE
 BM0980'NEAR VICINITY.
 BM0980'
 BM0980'NOTE--SEE DESCRIPTION FOR TRIANGULATION STATION BETTS 2.
 BM0980
 BM0980                          STATION RECOVERY (1994)
 BM0980
 BM0980'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0435 ***********************************************************************
 BO0435  DESIGNATION -  BEVANS
 BO0435  PID         -  BO0435
 BO0435  STATE/COUNTY-  TX/SCHLEICHER
 BO0435  USGS QUAD   -  CORALINA RANCH (1970)
 BO0435
 BO0435                         *CURRENT SURVEY CONTROL
 BO0435  ___________________________________________________________________
 BO0435* NAD 83(1993)-  30 49 21.40871(N)    100 14 38.09726(W)     ADJUSTED  
 BO0435* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 BO0435  ___________________________________________________________________
 BO0435  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BO0435  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BO0435
 BO0435  HORZ ORDER  -  FIRST
 BO0435
 BO0435.The horizontal coordinates were established by classical geodetic methods
 BO0435.and adjusted by the National Geodetic Survey in February 1996..
 BO0435
 BO0435.The orthometric height was scaled from a topographic map.
 BO0435
 BO0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0435
 BO0435.The geoid height was determined by GEOID03.
 BO0435
 BO0435;                    North         East     Units Scale Factor Converg.
 BO0435;SPC TX C     - 3,128,145.854   708,554.541   MT  0.99988658   +0 02 45.8
 BO0435;SPC TX C     -10,262,925.19  2,324,649.36   sFT  0.99988658   +0 02 45.8
 BO0435;UTM  14      - 3,410,605.136   381,024.526   MT  0.99977461   -0 38 14.8
 BO0435
 BO0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0435!SPC TX C     -   0.99989108  x   0.99988658  =   0.99977767
 BO0435!UTM  14      -   0.99989108  x   0.99977461  =   0.99966571
 BO0435
 BO0435|---------------------------------------------------------------------|
 BO0435| PID    Reference Object                     Distance      Geod. Az  |
 BO0435|                                                           dddmmss.s |
 BO0435| CV3809 BEVANS RM 1                          33.233 METERS 07911     |
 BO0435| CV3810 BEVANS RM 2                          40.668 METERS 17348     |
 BO0435| BO0440 REILEY                              APPROX.20.0 KM 1815412.9 |
 BO0435| BO0479 ELDORADO MUNICIPAL TANK             APPROX.34.2 KM 2765107.0 |
 BO0435| CV3811 BEVANS RM 3                          43.901 METERS 31402     |
 BO0435|---------------------------------------------------------------------|
 BO0435
 BO0435                          SUPERSEDED SURVEY CONTROL
 BO0435
 BO0435  NAD 83(1986)-  30 49 21.41277(N)    100 14 38.08275(W) AD(       ) 1
 BO0435  NAD 27      -  30 49 20.78900(N)    100 14 36.77100(W) AD(       ) 1
 BO0435
 BO0435.Superseded values are not recommended for survey control.
 BO0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0435.See file dsdata.txt to determine how the superseded data were derived.
 BO0435
 BO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV8102510605(NAD 83)
 BO0435_MARKER: DS = TRIANGULATION STATION DISK
 BO0435_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BO0435
 BO0435  HISTORY     - Date     Condition        Report By
 BO0435  HISTORY     - 1935     MONUMENTED       CGS
 BO0435
 BO0435                          STATION DESCRIPTION
 BO0435
 BO0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0435'STATION IS ABOUT 8 MILES W OF FORT MC KAVETT, ON THE HIGHEST
 BO0435'GROUND WITHIN A RADIUS OF ABOUT 3 MILES.
 BO0435'
 BO0435'SURFACE MARK IS A STANDARD BRONZE DISK SET IN AN IRREGULAR
 BO0435'MASS OF CONCRETE.
 BO0435'
 BO0435'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 BO0435'HOLE IN BEDROCK.
 BO0435'
 BO0435'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 BO0435'IN OUTCROPPING BEDROCK.
 BO0435'
 BO0435'REFERENCE MARK NO. 1 IS E BY N OF STATION AND FLUSH WITH
 BO0435'THE GROUND.
 BO0435'
 BO0435'REFERENCE MARK NO. 2 IS S OF STATION AND FLUSH WITH THE GROUND.
 BO0435'
 BO0435'REFERENCE MARK NO. 3 IS NW OF STATION AND FLUSH WITH THE GROUND.
 BO0435'
 BO0435'TO REACH THE STATION FROM THE CENTER OF FORT MC KAVETT, GO
 BO0435'SW ON THE SONORA ROAD FOR 2.85 MILES, TURN RIGHT THROUGH
 BO0435'GATE (TO REACH THIS POINT FROM THE COURTHOUSE IN SONORA, GO NE ON
 BO0435'THE FORT MC KAVETT ROAD FOR 36.6 MILES AND TURN LEFT THROUGH
 BO0435'GATE), GO 2.45 MILES, PASS THROUGH GATE, GO 1.85 MILES, PASS
 BO0435'THROUGH GATE, GO 0.75 MILE, PASS THROUGH GATE, GO 0.25 MILE,
 BO0435'TAKE LEFT FORK, GO 0.7 MILE, TAKE LEFT FORK, GO 0.65 MILE, TURN
 BO0435'LEFT THROUGH GATE, GO 1.2 MILES, COME TO WINDMILL AND
 BO0435'RESERVOIR, TURN LEFT PASSING TO THE RIGHT OF W END OF A LONG
 BO0435'CONCRETE TROUGH AND HEAD SE ON DIM ROAD, GO 1.1 MILES,
 BO0435'PASS THROUGH GATE, GO 0.15 MILE TO TOP OF RIDGE, TURN
 BO0435'LEFT AND GO 0.4 MILE ACROSS FIELDS AND THROUGH BRUSH TO
 BO0435'STATION ON HIGHEST GROUND.
 BO0435'
 BO0435'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9584 ***********************************************************************
 AD9584  SACS        -  This is a Secondary Airport Control Station.
 AD9584  DESIGNATION -  BGD A
 AD9584  PID         -  AD9584
 AD9584  STATE/COUNTY-  TX/HUTCHINSON
 AD9584  USGS QUAD   -  BORGER (1978)
 AD9584
 AD9584                         *CURRENT SURVEY CONTROL
 AD9584  ___________________________________________________________________
 AD9584* NAD 83(1993)-  35 42 29.22454(N)    101 23 34.91095(W)     ADJUSTED  
 AD9584* NAVD 88     -       914.15   (meters)    2999.2    (feet)  GPS OBS   
 AD9584  ___________________________________________________________________
 AD9584  X           -  -1,024,371.073 (meters)                     COMP
 AD9584  Y           -  -5,083,505.604 (meters)                     COMP
 AD9584  Z           -   3,702,460.202 (meters)                     COMP
 AD9584  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AD9584  ELLIP HEIGHT-         887.25  (meters)          (02/26/01) GPS OBS
 AD9584  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AD9584
 AD9584  HORZ ORDER  -  FIRST
 AD9584  ELLP ORDER  -  FIFTH     CLASS I
 AD9584
 AD9584.This mark is at Hutchinson Co (BGD) Airport (BGD)
 AD9584
 AD9584.The horizontal coordinates were established by GPS observations
 AD9584.and adjusted by the National Geodetic Survey in July 1997..
 AD9584
 AD9584.The orthometric height was determined by GPS observations and a
 AD9584.high-resolution geoid model.
 AD9584
 AD9584.GPS derived orthometric heights for airport stations designated as
 AD9584.PACS or SACS are published to 2 decimal places.  This maintains
 AD9584.centimeter relative accuracy between the PACS and SACS.  It does
 AD9584.not indicate centimeter accuracy relative to other marks which are
 AD9584.part of the NAVD 88 network.
 AD9584
 AD9584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9584
 AD9584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9584
 AD9584.The ellipsoidal height was determined by GPS observations
 AD9584.and is referenced to NAD 83.
 AD9584
 AD9584.The geoid height was determined by GEOID03.
 AD9584
 AD9584;                    North         East     Units Scale Factor Converg.
 AD9584;SPC TX N     - 1,189,499.472   209,679.410   MT  0.99992366   +0 03 43.2
 AD9584;SPC TX N     - 3,902,549.52    687,923.20   sFT  0.99992366   +0 03 43.2
 AD9584;UTM  14      - 3,954,214.859   283,509.631   MT  1.00017757   -1 23 50.1
 AD9584
 AD9584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9584!SPC TX N     -   0.99986076  x   0.99992366  =   0.99978443
 AD9584!UTM  14      -   0.99986076  x   1.00017757  =   1.00003831
 AD9584
 AD9584                          SUPERSEDED SURVEY CONTROL
 AD9584
 AD9584.No superseded survey control is available for this station.
 AD9584
 AD9584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8351054215(NAD 83)
 AD9584_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9584_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD9584+WITH SETTING: PAVEMENT
 AD9584_SP_SET: FOOTING
 AD9584_STAMPING: BGD A 1995
 AD9584_MARK LOGO: NGS   
 AD9584_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9584+STABILITY: SURFACE MOTION
 AD9584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9584+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9584
 AD9584  HISTORY     - Date     Condition        Report By
 AD9584  HISTORY     - 1995     MONUMENTED       NGS
 AD9584
 AD9584                          STATION DESCRIPTION
 AD9584
 AD9584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9584'THE STATION IS LOCATED ABOUT 1.O KM NORTH OF BORGER ON THE HUTHINSON
 AD9584'COUNTY AIRPORT, NEAR THE NORTH END OF THE RUNWAY, IN THE CONCRETE BASE
 AD9584'OF THE EAST 1 OF 4 VASI LIGHTS.  OWNERSHIP--HUTCHINSON COUNTY,
 AD9584'HUTCHINSON COUNTY COURTHOUSE, STINNETT, TX 79083.  THE MANAGER IS
 AD9584'DENNIS O-BRYANT, PHONE 806 273-0137.  TO REACH THE STATION FROM THE
 AD9584'JUNCTION CIRCLE OF STATE HIGHWAYS 136, 152, 207, AND AIRPORT ROAD ON
 AD9584'THE NORTH EDGE OF BORGER.  GO 0.78 KM (0.50 MI) NORTH ALONG AIRPORT
 AD9584'ROAD TO THE TERMINAL AND AN APRON GATE, PASS THROUGH THE GATE, TURN
 AD9584'RIGHT, EAST, GO 0.11 KM (0.05 MI) TO A TAXI, TURN LEFT, NORTH, GO 1.38
 AD9584'KM (0.85 MI) ALONG THE TAXI, CROSSING RUNWAY 3-21, CONTINUE NORTH
 AD9584'ALONG THE TAXI AND THEN RUNWAY 17-35 TO THE VASI LIGHTS AND THE
 AD9584'STATION ON THE RIGHT.  THE STATION IS IN TOP OF AND 0.3 M (1.0 FT)
 AD9584'NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE FOOTING OF THE EAST
 AD9584'1 OF 4 VASI LIGHTS.  57.8 M (189.6 FT) EAST OF THE RUNWAY CENTERLINE,
 AD9584'AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE RUNWAY.  MARK IS A SECONDARY
 AD9584'AIRPORT CONTROL STATION (SACS) .  BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9585 ***********************************************************************
 AD9585  SACS        -  This is a Secondary Airport Control Station.
 AD9585  DESIGNATION -  BGD ARP
 AD9585  PID         -  AD9585
 AD9585  STATE/COUNTY-  TX/HUTCHINSON
 AD9585  USGS QUAD   -  BORGER (1978)
 AD9585
 AD9585                         *CURRENT SURVEY CONTROL
 AD9585  ___________________________________________________________________
 AD9585* NAD 83(1993)-  35 41 59.64320(N)    101 23 37.59910(W)     ADJUSTED  
 AD9585* NAVD 88     -       919.00   (meters)    3015.1    (feet)  GPS OBS   
 AD9585  ___________________________________________________________________
 AD9585  X           -  -1,024,543.230 (meters)                     COMP
 AD9585  Y           -  -5,084,017.781 (meters)                     COMP
 AD9585  Z           -   3,701,722.587 (meters)                     COMP
 AD9585  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AD9585  ELLIP HEIGHT-         892.11  (meters)          (02/26/01) GPS OBS
 AD9585  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AD9585
 AD9585  HORZ ORDER  -  FIRST
 AD9585  ELLP ORDER  -  FIFTH     CLASS I
 AD9585
 AD9585.This mark is at Hutchinson Co (BGD) Airport (BGD)
 AD9585
 AD9585.The horizontal coordinates were established by GPS observations
 AD9585.and adjusted by the National Geodetic Survey in July 1997..
 AD9585
 AD9585.The orthometric height was determined by GPS observations and a
 AD9585.high-resolution geoid model.
 AD9585
 AD9585.GPS derived orthometric heights for airport stations designated as
 AD9585.PACS or SACS are published to 2 decimal places.  This maintains
 AD9585.centimeter relative accuracy between the PACS and SACS.  It does
 AD9585.not indicate centimeter accuracy relative to other marks which are
 AD9585.part of the NAVD 88 network.
 AD9585
 AD9585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9585
 AD9585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9585
 AD9585.The ellipsoidal height was determined by GPS observations
 AD9585.and is referenced to NAD 83.
 AD9585
 AD9585.The geoid height was determined by GEOID03.
 AD9585
 AD9585;                    North         East     Units Scale Factor Converg.
 AD9585;SPC TX N     - 1,188,587.760   209,612.821   MT  0.99992295   +0 03 41.6
 AD9585;SPC TX N     - 3,899,558.34    687,704.73   sFT  0.99992295   +0 03 41.6
 AD9585;UTM  14      - 3,953,304.907   283,419.826   MT  1.00017805   -1 23 50.7
 AD9585
 AD9585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9585!SPC TX N     -   0.99986000  x   0.99992295  =   0.99978296
 AD9585!UTM  14      -   0.99986000  x   1.00017805  =   1.00003802
 AD9585
 AD9585                          SUPERSEDED SURVEY CONTROL
 AD9585
 AD9585.No superseded survey control is available for this station.
 AD9585
 AD9585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8342053305(NAD 83)
 AD9585_MARKER: N = NAIL
 AD9585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9585_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9585+STABILITY: SURFACE MOTION
 AD9585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9585+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 AD9585
 AD9585  HISTORY     - Date     Condition        Report By
 AD9585  HISTORY     - 1965     MONUMENTED       CGS
 AD9585  HISTORY     - 19950607 GOOD             NGS
 AD9585
 AD9585                          STATION DESCRIPTION
 AD9585
 AD9585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9585'THE STATION IS LOCATED ABOUT 1.O KM NORTH OF BORGER ON THE HUTHINSON
 AD9585'COUNTY AIRPORT, NEAR THE CENTER OF THE AIRPORT, IN THE SOUTH MEDIAN
 AD9585'FORMED BY THE JUNCTION OF 2 RUNWAYS.  OWNERSHIP--HUTCHINSON COUNTY,
 AD9585'HUTCHINSON COUNTY COURTHOUSE, STINNETT, TX 79083.  THE MANAGER IS
 AD9585'DENNIS O-BRYANT, PHONE 806 273-0137.  TO REACH THE STATION FROM THE
 AD9585'JUNCTION CIRCLE OF STATE HIGHWAYS 136, 152, 207, AND AIRPORT ROAD ON
 AD9585'THE NORTH EDGE OF BORGER.  GO 0.78 KM (0.50 MI) NORTH ALONG AIRPORT
 AD9585'ROAD TO THE TERMINAL AND AN APRON GATE, PASS THROUGH THE GATE, TURN
 AD9585'RIGHT, EAST, GO 0.11 KM (0.05 MI) TO A TAXI, TURN LEFT, NORTH, GO 0.44
 AD9585'KM (0.25 MI) ALONG THE TAXI TO RUNWAY 3-21 AND THE STATION ON THE
 AD9585'RIGHT.  THE STATION IS 97.4 M (319.6 FT) SOUTHWEST OF THE RUNWAY
 AD9585'JUNCTION CENTERLINES, 35.7 M (117.1 FT) EAST OF CENTERLINE
 AD9585'INTERSECTION OF THE TAXI AND RUNWAY, 28.4 M (93.2 FT) NORTHEAST OF THE
 AD9585'NORTHEAST CORNER OF A CATCH-BASIN.  0.3 M (1.0 FT) BELOW THE LEVEL OF
 AD9585'THE RUNWAYS AND THE MONUMENT PROJECTS 30 CM ABOVE THE GROUND SURFACE.
 AD9585'N0TE--ACORDING TO AIRPORT SURVEY DATA NOTATION.  A NAIL WAS SET IN THE
 AD9585'SHEARED OFF DISK STEM AND RELEVELED TO IN 1981.  MARK IS A SECONDARY
 AD9585'AIRPORT CONTROL STATION (SACS) .  BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1343 ***********************************************************************
 DM1343  DESIGNATION -  BIARD
 DM1343  PID         -  DM1343
 DM1343  STATE/COUNTY-  TX/LAMAR
 DM1343  USGS QUAD   -  PATTONVILLE (1964)
 DM1343
 DM1343                         *CURRENT SURVEY CONTROL
 DM1343  ___________________________________________________________________
 DM1343* NAD 83(1993)-  33 32 57.82969(N)    095 29 17.75455(W)     ADJUSTED  
 DM1343* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 DM1343  ___________________________________________________________________
 DM1343  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DM1343  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DM1343
 DM1343  HORZ ORDER  -  SECOND
 DM1343
 DM1343.The horizontal coordinates were established by classical geodetic methods
 DM1343.and adjusted by the National Geodetic Survey in February 1996..
 DM1343
 DM1343.The orthometric height was scaled from a topographic map.
 DM1343
 DM1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1343
 DM1343.The geoid height was determined by GEOID03.
 DM1343
 DM1343;                    North         East     Units Scale Factor Converg.
 DM1343;SPC TXNC     - 2,212,787.755   879,635.595   MT  0.99991025   +1 38 33.3
 DM1343;SPC TXNC     - 7,259,787.83  2,885,937.78   sFT  0.99991025   +1 38 33.3
 DM1343;UTM  15      - 3,714,969.264   268,979.436   MT  1.00025803   -1 22 32.7
 DM1343
 DM1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1343!SPC TXNC     -   0.99997985  x   0.99991025  =   0.99989010
 DM1343!UTM  15      -   0.99997985  x   1.00025803  =   1.00023788
 DM1343
 DM1343|---------------------------------------------------------------------|
 DM1343| PID    Reference Object                     Distance      Geod. Az  |
 DM1343|                                                           dddmmss.s |
 DM1343| CX9735 BIARD RM 1                           22.800 METERS 08320     |
 DM1343| CX9734 BIARD AZ MK                                        2113735.2 |
 DM1343| CX9736 BIARD RM 2                           18.060 METERS 21254     |
 DM1343| DM1430 PARIS RADIO STA KPLT MAST           APPROX.11.4 KM 3273332.7 |
 DM1343| DM1426 PARIS TEX P AND L CO RAD MAST       APPROX.14.0 KM 3274847.0 |
 DM1343| DM1427 PARIS LAMAR CO ELEC COOP MAST       APPROX.15.4 KM 3354305.6 |
 DM1343|---------------------------------------------------------------------|
 DM1343
 DM1343                          SUPERSEDED SURVEY CONTROL
 DM1343
 DM1343  NAD 83(1993)-  33 32 57.83094(N)    095 29 17.75341(W) AD(       ) 2
 DM1343  NAD 83(1986)-  33 32 57.83634(N)    095 29 17.74309(W) AD(       ) 2
 DM1343  NAD 27      -  33 32 57.45000(N)    095 29 16.90500(W) AD(       ) 2
 DM1343
 DM1343.Superseded values are not recommended for survey control.
 DM1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1343.See file dsdata.txt to determine how the superseded data were derived.
 DM1343
 DM1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6897914969(NAD 83)
 DM1343_MARKER: DS = TRIANGULATION STATION DISK
 DM1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1343_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1343
 DM1343  HISTORY     - Date     Condition        Report By
 DM1343  HISTORY     - 1950     MONUMENTED       CGS
 DM1343  HISTORY     - 1957     GOOD             CGS
 DM1343  HISTORY     - 1962     GOOD             USGS
 DM1343  HISTORY     - 1963     SEE DESCRIPTION  CGS
 DM1343  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM1343
 DM1343                          STATION DESCRIPTION
 DM1343
 DM1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DM1343'THE STATION IS LOCATED ABOUT 1 MILE NORTH AND 1 MILE EAST
 DM1343'OF THE SMALL TOWN OF BIARDSTOWN IN THE SOUTHEAST ANGLE OF
 DM1343'A T-ROAD.  IT IS 48 FEET EAST OF THE CENTERLINE OF A DIRT
 DM1343'ROAD, 30 FEET EAST OF A FENCELINE, 22 FEET SOUTH OF THE
 DM1343'CENTERLINE OF A DIRT ROAD AND 11 FEET SOUTH OF A FENCELINE.
 DM1343'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 DM1343'BIARD 1950.
 DM1343'
 DM1343'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE CENTERLINE OF
 DM1343'A DIRT ROAD AND LOCATED IN RIGHT-OF-WAY FENCELINE.  THE MARK
 DM1343'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BIARD NO 1
 DM1343'1950.
 DM1343'
 DM1343'REFERENCE MARK NO. 2 IS 17 FEET EAST OF THE CENTERLINE OF A
 DM1343'DIRT ROAD AND LOCATED IN RIGHT-OF-WAY FENCELINE.  THE MARK
 DM1343'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BIARD NO 2
 DM1343'1950.
 DM1343'
 DM1343'AZIMUTH MARK IS ABOUT 90 FEET SOUTH OF A WHITE HOUSE AND
 DM1343'17 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD.  THE MARK
 DM1343'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BIARD 1950.
 DM1343'
 DM1343'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE SMALL
 DM1343'TOWN OF BIARDSTOWN, GO EAST AND NORTH FOR 0.4 MILE TO A T-ROAD
 DM1343'RIGHT, CONTINUE NORTH AND GO NORTH AND EAST FOR 0.3 MILE
 DM1343'TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE EAST
 DM1343'AND NORTH FOR 0.6 MILE TO STATION ON RIGHT AS DESCRIBED.
 DM1343'
 DM1343'AN 87 FOOT SIGNAL AT PARIS MAGNETIC 1935 IS VISIBLE FROM
 DM1343'THE GROUND.
 DM1343'
 DM1343'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DM1343
 DM1343                          STATION RECOVERY (1957)
 DM1343
 DM1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1343'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1343'IN GOOD CONDITION AS DESCRIBED.  COULD NOT LOCATE THE AZIMUTH
 DM1343'MARK.  DIRECTION CHANGES FOR PROCEEDING TO STATION SITE ARE--FROM
 DM1343'F.M. 1497 IN BAIRDSTOWN, GO EAST 0.74 MILE, THENCE
 DM1343'NORTH 0.36 MILE, THENCE EAST 0.23 MILE, THENCE NORTH 0.36
 DM1343'MILE TO T-ROAD EAST AND STATION.
 DM1343
 DM1343                          STATION RECOVERY (1962)
 DM1343
 DM1343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DM1343'RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND IN GOOD CONDITION.
 DM1343
 DM1343                          STATION RECOVERY (1963)
 DM1343
 DM1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 DM1343'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 DM1343'MARK WERE RECOVERED.  THE DISTANCES AND DIRECTIONS TO THE
 DM1343'REFERENCE MARKS COULD NOT BE VERIFIED.  THE STATION MARK IS
 DM1343'LOOSE IN THE GROUND (DUE TO DROUGHT), REFERENCE MARK 1 APPEARS
 DM1343'TO BE LEANING TO THE NORTH, REFERENCE MARK 2 IS LEANING TO THE
 DM1343'WEST, AND THE AZIMUTH MARK APPEARS TO BE LEANING SLIGHTLY
 DM1343'TO THE NORTH.  THE ROUTE TO THE STATION IS ADEQUATE.
 DM1343
 DM1343                          STATION RECOVERY (1995)
 DM1343
 DM1343'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0732 ***********************************************************************
 AO0732  DESIGNATION -  BIG
 AO0732  PID         -  AO0732
 AO0732  STATE/COUNTY-  TX/WEBB
 AO0732  USGS QUAD   -  EAST LOSA TANK (1984)
 AO0732
 AO0732                         *CURRENT SURVEY CONTROL
 AO0732  ___________________________________________________________________
 AO0732* NAD 83(1993)-  28 11 49.51900(N)    099 55 33.19323(W)     ADJUSTED  
 AO0732* NAVD 88     -       261.7    (meters)     859.     (feet)  VERTCON   
 AO0732  ___________________________________________________________________
 AO0732  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AO0732  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AO0732
 AO0732  HORZ ORDER  -  FIRST
 AO0732
 AO0732.The horizontal coordinates were established by classical geodetic methods
 AO0732.and adjusted by the National Geodetic Survey in February 1996..
 AO0732
 AO0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0732
 AO0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0732
 AO0732.The geoid height was determined by GEOID03.
 AO0732
 AO0732;                    North         East     Units Scale Factor Converg.
 AO0732;SPC TX S     - 5,281,161.545   159,990.355   MT  1.00011232   -0 38 50.5
 AO0732;SPC TX S     -17,326,610.84    524,901.69   sFT  1.00011232   -0 38 50.5
 AO0732;SPC TXSC     - 4,040,676.260   509,089.879   MT  1.00005867   -0 27 13.0
 AO0732;SPC TXSC     -13,256,785.36  1,670,239.04   sFT  1.00005867   -0 27 13.0
 AO0732;UTM  14      - 3,119,382.148   409,128.420   MT  0.99970191   -0 26 15.1
 AO0732
 AO0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0732!SPC TX S     -   0.99996260  x   1.00011232  =   1.00007492
 AO0732!SPC TXSC     -   0.99996260  x   1.00005867  =   1.00002127
 AO0732!UTM  14      -   0.99996260  x   0.99970191  =   0.99966452
 AO0732
 AO0732:                Primary Azimuth Mark                     Grid Az
 AO0732:SPC TX S     -  TOM                                      009 34 53.2
 AO0732:SPC TXSC     -  TOM                                      009 23 15.7
 AO0732:UTM  14      -  TOM                                      009 22 17.8
 AO0732
 AO0732|---------------------------------------------------------------------|
 AO0732| PID    Reference Object                     Distance      Geod. Az  |
 AO0732|                                                           dddmmss.s |
 AO0732| AO0733 TOM                                 APPROX. 2.1 KM 0085602.7 |
 AO0732| AO0731 WINDMILL NEAR STATION BIG           APPROX. 1.5 KM 0820823.6 |
 AO0732| AO0727 HOUSE NW OF STA TWIN S GABLE        APPROX. 7.0 KM 1301349.7 |
 AO0732| CV3812 BIG RM                               16.885 METERS 14310     |
 AO0732| AP0217 WINDMILL NEAR STA BARR              APPROX.15.7 KM 3173403.7 |
 AO0732|---------------------------------------------------------------------|
 AO0732
 AO0732                          SUPERSEDED SURVEY CONTROL
 AO0732
 AO0732  NAD 83(1986)-  28 11 49.51439(N)    099 55 33.16971(W) AD(       ) 1
 AO0732  NAD 27      -  28 11 48.52800(N)    099 55 31.97200(W) AD(       ) 1
 AO0732  NGVD 29 (07/19/86)  261.6    (m)          858.     (f) VERT ANG       
 AO0732
 AO0732.Superseded values are not recommended for survey control.
 AO0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0732.See file dsdata.txt to determine how the superseded data were derived.
 AO0732
 AO0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0912819382(NAD 83)
 AO0732_MARKER: DS = TRIANGULATION STATION DISK
 AO0732_SETTING: 0 = UNSPECIFIED SETTING
 AO0732
 AO0732  HISTORY     - Date     Condition        Report By
 AO0732  HISTORY     - 1917     MONUMENTED       CGS
 AO0732  HISTORY     - 1935     GOOD             CGS
 AO0732  HISTORY     - 20030614 POOR             INDIV
 AO0732
 AO0732                          STATION DESCRIPTION
 AO0732
 AO0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AO0732'STATION IS ABOUT 25 MILES SW OF ASHERTON, 9 MILES S OF DENTONIO
 AO0732'SETTLEMENT, 1 MILE SW OF CATARINA GOAT RANCH.  THE STATION
 AO0732'IS ON THE TOP OF A FLAT HILL IN AN OEPN SPACE WITH A WINDMILL
 AO0732'ABOUT 1/2 MILE DISTANT BEARING N 47 DEG 56 MIN E.
 AO0732'
 AO0732'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AO0732'
 AO0732'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AO0732'
 AO0732'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AO0732'16.885 METERS (55.40 FEET) FROM STATION S 36 DEG 50 MIN E.
 AO0732'
 AO0732'TO REACH THE STATION FROM DENTONIO, GO S ABOUT 9 MILES TO A
 AO0732'WINDMILL, TANK, AND GATE.  PASSING THROUGH THE GATE TO W,
 AO0732'FOLLOW THE LEFT-HAND FORK OF THE ROAD ABOUT 3/4 MILE TO A
 AO0732'GOAT CAMP AND 1/3 MILE THROUGH THIN BRUSH TO THE STATION.
 AO0732'
 AO0732'ELEVATION OF STATION, 261.6 METERS (858 FEET).
 AO0732
 AO0732                          STATION RECOVERY (1935)
 AO0732
 AO0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WIG)
 AO0732'STATION IS IN GOOD CONDITION.
 AO0732'
 AO0732'THE REFERENCE TO THE WINDMILL IS SLIGHTLY IN ERROR, OTHERWISE
 AO0732'ORIGINAL DESCRIPTION IS GOOD.  THE WINDMILL IS APPROXIMATELY
 AO0732'4,650 FEET DUE E ACCORDING TO THE BRUNTON COMPASS.
 AO0732
 AO0732                          STATION RECOVERY (2003)
 AO0732
 AO0732'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DEH)
 AO0732'LARGE SCAR ON LOWER FACE OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2061 ***********************************************************************
 AY2061  DESIGNATION -  BIG
 AY2061  PID         -  AY2061
 AY2061  STATE/COUNTY-  TX/UVALDE
 AY2061  USGS QUAD   -  SAND MOUNTAIN (1960)
 AY2061
 AY2061                         *CURRENT SURVEY CONTROL
 AY2061  ___________________________________________________________________
 AY2061* NAD 83(1993)-  29 05 40.62026(N)    099 57 53.46474(W)     ADJUSTED  
 AY2061* NAVD 88     -       264.5    (meters)     868.     (feet)  VERTCON   
 AY2061  ___________________________________________________________________
 AY2061  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AY2061  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AY2061
 AY2061  HORZ ORDER  -  FIRST
 AY2061
 AY2061.The horizontal coordinates were established by classical geodetic methods
 AY2061.and adjusted by the National Geodetic Survey in February 1996..
 AY2061
 AY2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2061
 AY2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2061
 AY2061.The geoid height was determined by GEOID03.
 AY2061
 AY2061;                    North         East     Units Scale Factor Converg.
 AY2061;SPC TXSC     - 4,140,171.344   506,084.776   MT  0.99987198   -0 28 21.7
 AY2061;SPC TXSC     -13,583,212.15  1,660,379.80   sFT  0.99987198   -0 28 21.7
 AY2061;UTM  14      - 3,218,852.855   406,106.900   MT  0.99970879   -0 28 09.1
 AY2061
 AY2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2061!SPC TXSC     -   0.99996204  x   0.99987198  =   0.99983403
 AY2061!UTM  14      -   0.99996204  x   0.99970879  =   0.99967085
 AY2061
 AY2061:                Primary Azimuth Mark                     Grid Az
 AY2061:SPC TXSC     -  UVALDE COASTAL ST GAS RAD MAST           056 56 57.1
 AY2061:UTM  14      -  UVALDE COASTAL ST GAS RAD MAST           056 56 44.5
 AY2061
 AY2061|---------------------------------------------------------------------|
 AY2061| PID    Reference Object                     Distance      Geod. Az  |
 AY2061|                                                           dddmmss.s |
 AY2061| AY2056 UVALDE COASTAL ST GAS RAD MAST      APPROX.12.8 KM 0562835.4 |
 AY2061| CV3814 BIG RM 1                              7.851 METERS 07725     |
 AY2061| CV3813 BIG AZ MK                                          2532732.6 |
 AY2061| AZ0607 WHITES MINE TANK                    APPROX.14.1 KM 3023237.7 |
 AY2061| CV3815 BIG RM 2                             29.543 METERS 33537     |
 AY2061|---------------------------------------------------------------------|
 AY2061
 AY2061                          SUPERSEDED SURVEY CONTROL
 AY2061
 AY2061  NAD 83(1986)-  29 05 40.61726(N)    099 57 53.44449(W) AD(       ) 1
 AY2061  NAD 27      -  29 05 39.74262(N)    099 57 52.21690(W) AD(       ) 1
 AY2061  NGVD 29 (07/19/86)  264.4    (m)          867.     (f) VERT ANG       
 AY2061
 AY2061.Superseded values are not recommended for survey control.
 AY2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2061.See file dsdata.txt to determine how the superseded data were derived.
 AY2061
 AY2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT0610718853(NAD 83)
 AY2061_MARKER: DS = TRIANGULATION STATION DISK
 AY2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2061_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY2061_STAMPING: BIG 1972
 AY2061_MARK LOGO: NGS   
 AY2061_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AY2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2061+STABILITY: SURFACE MOTION
 AY2061
 AY2061  HISTORY     - Date     Condition        Report By
 AY2061  HISTORY     - 1972     MONUMENTED       NGS
 AY2061  HISTORY     - 20000105 GOOD             LOCSUR
 AY2061
 AY2061                          STATION DESCRIPTION
 AY2061
 AY2061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2061'THE STATION IS LOCATED ABOUT 11 MILES WEST AND 8 MILES SOUTH OF
 AY2061'UVALDE, 10 MILES NORTH AND 7 MILES WEST OF LA PRYOR, 1/2 MILE NORTH
 AY2061'OF THE UVALDE-ZAVALA COUNTY LINE AND ON THE SOUTHEAST RIGHT-OF-WAY
 AY2061'OF A GRAVELED ROAD.
 AY2061'
 AY2061'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 90 IN
 AY2061'UVALDE, GO WEST-SOUTHWEST ON HIGHWAY 90 FOR 1.5 MILES TO FARM ROAD
 AY2061'481 ON THE LEFT.  TURN LEFT AND GO SOUTH-SOUTHEAST, THEN
 AY2061'WEST-SOUTHWEST AND SOUTHWEST ON ROAD 481 FOR 7.3 MILES TO THE END
 AY2061'OF THE PAVEMENT AT A CATTLE GUARD.  CONTINUE SOUTHWEST ON A GRAVELED
 AY2061'ROAD FOR 0.5 MILE TO A FORK AT THE NUECES RIVER.  TAKE THE LEFT FORK
 AY2061'AND GO SOUTHEAST ALONG THE RIVER FOR 0.1 MILE TO A FORK.  TAKE THE
 AY2061'RIGHT FORK, CROSS THE RIVER, AND GO WEST-SOUTHWEST ON A GRAVELED
 AY2061'ROAD FOR 3.8 MILES TO A RAILROAD CROSSING.  CONTINUE
 AY2061'WEST-SOUTHWEST FOR 1.3 MILE TO THE STATION ON THE LEFT.
 AY2061'
 AY2061'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST-SOUTHWEST
 AY2061'FOR 0.9 MILE TO THE MARK ON THE LEFT.
 AY2061'
 AY2061'STATION MARKS ARE STANDARD DISKS STAMPED BIG 1972.  THE SURFACE MARK
 AY2061'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AY2061'IS 4 INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS SET
 AY2061'IN AN IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 AY2061'THE MARKS ARE 41.0 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED
 AY2061'ROAD, 4.2 FEET NORTH-NORTHEAST OF A WITNESS POST AND 2.8 FEET
 AY2061'NORTHWEST OF A FENCE.
 AY2061'
 AY2061'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG NO 1 1972, SET IN
 AY2061'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST, THAT IS FLUSH WITH
 AY2061'THE GROUND.  IT IS 43.5 FEET SOUTHEAST OF THE CENTER OF THE ROAD,
 AY2061'29.0 FEET NORTHEAST OF THE WITNESS POST, 1 FOOT NORTHWEST OF THE
 AY2061'FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AY2061'
 AY2061'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIG NO 2 1972, SET IN
 AY2061'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AY2061'WITH THE GROUND.  IT IS 99.0 FEET NORTHWEST OF THE WITNESS POST, 51.0
 AY2061'FEET NORTHWEST OF THE CENTER OF THE ROAD, 0.8 FOOT SOUTHEAST OF A
 AY2061'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AY2061'
 AY2061'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BIG 1972, SET IN THE TOP
 AY2061'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2 INCHES
 AY2061'ABOVE THE GROUND.  IT IS 23.5 FEET SOUTHEAST OF THE CENTER OF THE
 AY2061'ROAD AND 13.2 FEET NORTHWEST OF A WITNESS POST AND A FENCE.
 AY2061'
 AY2061'NOTE--ALTHOUGH THE STATION IS CLOSER BY AIRLINE FROM LA PRYOR, THERE
 AY2061'ARE NO ROADS LEADING TO THE STATION FROM LA PRYOR.
 AY2061'
 AY2061'HEIGHT OF LIGHT ABOVE STATION MARK 1.74 METERS.
 AY2061
 AY2061                          STATION RECOVERY (2000)
 AY2061
 AY2061'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (BB)
 AY2061'TO REACH STATION FROM JUNCTION OF US HWY 90 AND FM 481, TRAVEL
 AY2061'SOUTHWESTERLY ON 481 FOR 13.1 MILES.  (21.1 KM) STATION IS 200 FEET
 AY2061'(61.0 M) SOUTHWEST FROM MAIN GATE AND PAVED ROAD ENTRANCE TO (TURKEY
 AY2061'CREEK RANCH) , THERE IS A SIGN.  STATION IS 4 INCHES BELOW GROUND
 AY2061'SURFACE, COVERED WITH LARGE ROCKS, 4.8 FEET (1.5 M) NORTH NORTHWEST OF
 AY2061'NEW 8 FOOT (2.4 M) GAME FENCE, 3.6 FEET (1.1 M) NORTH OF OLD 4 FOOT
 AY2061'(1.2 M) FENCE POST, 4.2 FEET (1.3 M) NORTH NORTHEAST OF WITNESS POST,
 AY2061'37 FEET (11.3 M) SOUTH OF EDGE OF PAVEMENT, 46.4 FEET (14.1 M) SOUTH
 AY2061'OF CENTERLINE, SET NAIL FOR MAGNETIC LOCATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0785 ***********************************************************************
 EN0785  DESIGNATION -  BIG
 EN0785  PID         -  EN0785
 EN0785  STATE/COUNTY-  TX/DONLEY
 EN0785  USGS QUAD   -  CLARENDON SW (1963)
 EN0785
 EN0785                         *CURRENT SURVEY CONTROL
 EN0785  ___________________________________________________________________
 EN0785* NAD 83(1993)-  34 50 23.19495(N)    100 58 01.47397(W)     ADJUSTED  
 EN0785* NAVD 88     -       820.     (meters)    2690.     (feet)  SCALED    
 EN0785  ___________________________________________________________________
 EN0785  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EN0785  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EN0785
 EN0785  HORZ ORDER  -  FIRST
 EN0785
 EN0785.The horizontal coordinates were established by classical geodetic methods
 EN0785.and adjusted by the National Geodetic Survey in February 1996..
 EN0785
 EN0785.The orthometric height was scaled from a topographic map.
 EN0785
 EN0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0785
 EN0785.The geoid height was determined by GEOID03.
 EN0785
 EN0785;                    North         East     Units Scale Factor Converg.
 EN0785;SPC TX N     - 1,093,294.293   248,742.171   MT  0.99996143   +0 18 31.9
 EN0785;SPC TX N     - 3,586,916.36    816,081.61   sFT  0.99996143   +0 18 31.9
 EN0785;UTM  14      - 3,857,039.346   320,139.490   MT  0.99999872   -1 07 26.6
 EN0785
 EN0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0785!SPC TX N     -   0.99987552  x   0.99996143  =   0.99983696
 EN0785!UTM  14      -   0.99987552  x   0.99999872  =   0.99987424
 EN0785
 EN0785|---------------------------------------------------------------------|
 EN0785| PID    Reference Object                     Distance      Geod. Az  |
 EN0785|                                                           dddmmss.s |
 EN0785| CX7602 BIG RM 1                              7.521 METERS 04342     |
 EN0785| CX7603 BIG RM 2                              9.757 METERS 30907     |
 EN0785| CX7601 BIG AZ MK                                          3363544.1 |
 EN0785|---------------------------------------------------------------------|
 EN0785
 EN0785                          SUPERSEDED SURVEY CONTROL
 EN0785
 EN0785  NAD 83(1993)-  34 50 23.19729(N)    100 58 01.47134(W) AD(       ) 1
 EN0785  NAD 83(1986)-  34 50 23.20073(N)    100 58 01.46648(W) AD(       ) 1
 EN0785  NAD 27      -  34 50 23.01068(N)    100 57 59.93543(W) AD(       ) 1
 EN0785
 EN0785.Superseded values are not recommended for survey control.
 EN0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0785.See file dsdata.txt to determine how the superseded data were derived.
 EN0785
 EN0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2013957039(NAD 83)
 EN0785_MARKER: DS = TRIANGULATION STATION DISK
 EN0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0785
 EN0785  HISTORY     - Date     Condition        Report By
 EN0785  HISTORY     - 1964     MONUMENTED       CGS
 EN0785
 EN0785                          STATION DESCRIPTION
 EN0785
 EN0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0785'THE STATION IS LOCATED ABOUT 29 MILES SOUTHEAST OF CLAUDE, 12 MILES
 EN0785'WEST SOUTHWEST OF LELIA LAKE, 8 MILES SOUTHWEST OF CLARENDON, ON THE
 EN0785'FIRST HIGH GROUND WEST OF BIG SANDY CREEK AND ON THE JA RANCH OWNED
 EN0785'BY MR. MONTY REICHIO.
 EN0785'
 EN0785'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM
 EN0785'ROAD 2162 IN THE WEST EDGE OF CLARENDON, GO SOUTH ON FARM ROAD 2162
 EN0785'FOR 6.0 MILES TO THE END OF THE PAVEMENT, CONTINUE AHEAD ON
 EN0785'GRAVELED ROAD FOR 3.65 MILES TO A CATTLE GUARD AND THE AZIMUTH
 EN0785'MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.1 MILE TO A POINT WHERE
 EN0785'THE MAIN ROAD TURNS SHARP TO THE RIGHT.  GO STRAIGHT AHEAD ON A
 EN0785'BLADED ROAD FOR 0.1 MILE TO A GATE ON THE LEFT.  PASS THROUGH THE
 EN0785'GATE AND GO 0.2 MILE ON A BLADED ROAD TO A DIM TRACK ROAD ON THE
 EN0785'LEFT, BEAR LEFT AND GO 0.1 MILE TO THE HIGHEST POINT IN THE
 EN0785'VICINITY AND THE STATION.
 EN0785'
 EN0785'THE STATION MARK IS A STANDARD DISK, STAMPED BIG 1964, CEMENTED IN
 EN0785'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 EN0785'ABOVE THE GROUND.  IT IS 7.5 FEET EAST NORTHEAST OF A WITNESS POST.
 EN0785'
 EN0785'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG NO 1 1964, CEMENTED
 EN0785'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 EN0785'INCHES ABOVE THE GROUND.  IT IS 31.4 FEET NORTHEAST OF THE WITNESS
 EN0785'POST AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0785'
 EN0785'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIG NO 2 1964, CEMENTED
 EN0785'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 EN0785'INCHES ABOVE THE GROUND.  IT IS 28.0 FEET WEST NORTHWEST OF THE
 EN0785'WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0785'
 EN0785'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BIG 1964, CEMENTED IN
 EN0785'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 EN0785'ABOVE THE GROUND.  IT IS 50.0 FEET NORTHEAST OF THE EAST END OF THE
 EN0785'CATTLE GUARD, 32 FEET EAST OF THE CENTER OF THE ROAD, 2.4 FEET
 EN0785'NORTHEAST OF A WITNESS POST, 2.0 FEET EAST OF A FENCE AND 2.0 FEET
 EN0785'WEST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1851 ***********************************************************************
 FL1851  DESIGNATION -  BIG
 FL1851  PID         -  FL1851
 FL1851  STATE/COUNTY-  TX/POTTER
 FL1851  USGS QUAD   -  MC DOWELL CREEK (1970)
 FL1851
 FL1851                         *CURRENT SURVEY CONTROL
 FL1851  ___________________________________________________________________
 FL1851* NAD 83(1993)-  35 35 44.39876(N)    101 47 51.75572(W)     ADJUSTED  
 FL1851* NAVD 88     -      1035.     (meters)    3396.     (feet)  SCALED    
 FL1851  ___________________________________________________________________
 FL1851  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 FL1851  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 FL1851
 FL1851  HORZ ORDER  -  SECOND
 FL1851
 FL1851.The horizontal coordinates were established by classical geodetic methods
 FL1851.and adjusted by the National Geodetic Survey in February 1996..
 FL1851
 FL1851.The orthometric height was scaled from a topographic map.
 FL1851
 FL1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1851
 FL1851.The geoid height was determined by GEOID03.
 FL1851
 FL1851;                    North         East     Units Scale Factor Converg.
 FL1851;SPC TX N     - 1,177,059.065   173,023.340   MT  0.99991567   -0 10 21.1
 FL1851;SPC TX N     - 3,861,734.62    567,660.74   sFT  0.99991567   -0 10 21.1
 FL1851;UTM  14      - 3,942,707.065   246,535.471   MT  1.00039175   -1 37 45.5
 FL1851
 FL1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1851!SPC TX N     -   0.99984182  x   0.99991567  =   0.99975750
 FL1851!UTM  14      -   0.99984182  x   1.00039175  =   1.00023351
 FL1851
 FL1851|---------------------------------------------------------------------|
 FL1851| PID    Reference Object                     Distance      Geod. Az  |
 FL1851|                                                           dddmmss.s |
 FL1851| CJ6636 BIG RM 1                             12.272 METERS 19409     |
 FL1851| CJ6635 BIG AZ MK                                          2592233.0 |
 FL1851| FL1856 MASTERSON TANK                      APPROX.13.7 KM 2822851.5 |
 FL1851| CJ6637 BIG RM 2                             13.436 METERS 29556     |
 FL1851|---------------------------------------------------------------------|
 FL1851
 FL1851                          SUPERSEDED SURVEY CONTROL
 FL1851
 FL1851  NAD 83(1993)-  35 35 44.40091(N)    101 47 51.75052(W) AD(       ) 2
 FL1851  NAD 83(1986)-  35 35 44.40643(N)    101 47 51.74568(W) AD(       ) 2
 FL1851  NAD 27      -  35 35 44.24700(N)    101 47 50.10100(W) AD(       ) 2
 FL1851
 FL1851.Superseded values are not recommended for survey control.
 FL1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1851.See file dsdata.txt to determine how the superseded data were derived.
 FL1851
 FL1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4653542707(NAD 83)
 FL1851_MARKER: DS = TRIANGULATION STATION DISK
 FL1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1851
 FL1851  HISTORY     - Date     Condition        Report By
 FL1851  HISTORY     - 1951     MONUMENTED       CGS
 FL1851  HISTORY     - 1952     GOOD             USGS
 FL1851  HISTORY     - 1956     GOOD             CGS
 FL1851
 FL1851                          STATION DESCRIPTION
 FL1851
 FL1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1851'STATION IS LOCATED, AIRLINE, ABOUT 26-1/2 MILES NORTH OF AMARILLO,
 FL1851'11-1/2 MILES SOUTHEAST OF FOUR WAY, 8 MILES NORTHEAST OF U.S.
 FL1851'HIGHWAY 287 AND 1-3/4 MILES SOUTH OF THE MOORE-POTTER COUNTY
 FL1851'LINE.  IT IS ON A LOW HILL COVERED WITH BRUSH THAT IS THE
 FL1851'HIGHEST IN THE IMMEDIATE VICINITY.
 FL1851'
 FL1851'STATION MARK, STAMPED BIG 1951, IS A STANDARD DISK SET IN THE
 FL1851'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FL1851'IT IS 6.4 FEET WEST OF A WITNESS POST.
 FL1851'
 FL1851'REFERENCE MARK NUMBER 1, STAMPED BIG NO 1 1951, IS A STANDARD
 FL1851'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1851'PROJECTS 4 INCHES AND IS AT STATION ELEVATION.
 FL1851'
 FL1851'REFERENCE MARK NUMBER 2, STAMPED BIG NO 2 1951, IS A STANDARD
 FL1851'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1851'PROJECTS 4 INCHES AND IS AT STATION ELEVATION.
 FL1851'
 FL1851'AZIMUTH MARK, STAMPED BIG 1951, IS A STANDARD DISK SET IN
 FL1851'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1
 FL1851'INCH.  TO REACH FROM THE STATION, GO SOUTH, PASSING THROUGH
 FL1851'WIRE GATE, FOR 0.2 MILE TO THE MAIN ROAD.  TURN RIGHT ON THE
 FL1851'MAIN ROAD AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FL1851'IT IS 42 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 3 FEET
 FL1851'NORTH OF A WITNESS POST.
 FL1851'
 FL1851'THE STATION IS REACHED AS FOLLOWS--FROM THE COURTHOUSE IN
 FL1851'AMARILLO, GO NORTH ON U.S. HIGHWAY 87 AND 287 FOR 18.5 MILES
 FL1851'TO THE CANADIAN RIVER BRIDGE.  CONTINUE ON THE HIGHWAY FOR
 FL1851'6.7 MILES TO A RANCH ROAD ON THE RIGHT AND A SIGN L.R. HOGG
 FL1851'JIM WEYMUTH.  TURN RIGHT, ACROSS CATTLE GUARD, AND GO 1.6
 FL1851'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 4.95 MILES TO A
 FL1851'CROSS ROAD.  CONTINUE STRAIGHT AHEAD FOR 0.75 MILE.  TAKE THE
 FL1851'RIGHT FORK ACROSS CATTLE GUARD AND GO 3.9 MILES TO A FORK
 FL1851'WHERE THE MAIN ROAD CONTINUES STRAIGHT AHEAD.  TAKE THE LEFT
 FL1851'FORK FOR 0.05 MILE.  PASS THROUGH WIRE GATE AND CONTINUE
 FL1851'STRAIGHT AHEAD ON AN OLD BLADED ROAD FOR 0.15 MILE TO THE
 FL1851'HIGHEST POINT OF THE HILL AND THE STATION.
 FL1851'
 FL1851'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 FL1851
 FL1851                          STATION RECOVERY (1952)
 FL1851
 FL1851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FL1851'RECOVERED IN GOOD CONDITION.
 FL1851
 FL1851                          STATION RECOVERY (1956)
 FL1851
 FL1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1851'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1851'MARK WERE RECOVERED IN GOOD CONDITION.  DIRECTIONS FOR PROCEEDING
 FL1851'TO THE STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0830 ***********************************************************************
 BP0830  DESIGNATION -  BIG
 BP0830  PID         -  BP0830
 BP0830  STATE/COUNTY-  TX/PECOS
 BP0830  USGS QUAD   -  BOOTLEG CANYON (1969)
 BP0830
 BP0830                         *CURRENT SURVEY CONTROL
 BP0830  ___________________________________________________________________
 BP0830* NAD 83(1993)-  30 57 24.38332(N)    102 22 32.55490(W)     ADJUSTED  
 BP0830* NAVD 88     -       883.0    (meters)    2897.     (feet)  VERTCON   
 BP0830  ___________________________________________________________________
 BP0830  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 BP0830  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BP0830
 BP0830  HORZ ORDER  -  FIRST
 BP0830
 BP0830.The horizontal coordinates were established by classical geodetic methods
 BP0830.and adjusted by the National Geodetic Survey in February 1996..
 BP0830
 BP0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0830
 BP0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0830
 BP0830.The geoid height was determined by GEOID03.
 BP0830
 BP0830;                    North         East     Units Scale Factor Converg.
 BP0830;SPC TX C     - 3,144,805.785   504,890.401   MT  0.99988205   -1 03 07.0
 BP0830;SPC TX C     -10,317,583.65  1,656,461.26   sFT  0.99988205   -1 03 07.0
 BP0830;UTM  13      - 3,427,765.740   750,685.169   MT  1.00037526   +1 21 02.2
 BP0830
 BP0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0830!SPC TX C     -   0.99986501  x   0.99988205  =   0.99974708
 BP0830!UTM  13      -   0.99986501  x   1.00037526  =   1.00024022
 BP0830
 BP0830:                Primary Azimuth Mark                     Grid Az
 BP0830:SPC TX C     -  GIRVIN PECOS VAL PWRHSE STK W            004 40 22.6
 BP0830:UTM  13      -  GIRVIN PECOS VAL PWRHSE STK W            002 16 13.4
 BP0830
 BP0830|---------------------------------------------------------------------|
 BP0830| PID    Reference Object                     Distance      Geod. Az  |
 BP0830|                                                           dddmmss.s |
 BP0830| CC0750 GIRVIN PECOS VAL PWRHSE STK W       APPROX.14.2 KM 0033715.6 |
 BP0830| CC0751 GIRVIN PECOS VAL PWRHSE STK E       APPROX.14.2 KM 0034052.0 |
 BP0830| CH8402 BIG RM 1                             12.672 METERS 05744     |
 BP0830| CH8403 BIG RM 2                             11.725 METERS 18107     |
 BP0830| CH8401 BIG AZ MK                                          2565418.0 |
 BP0830|---------------------------------------------------------------------|
 BP0830
 BP0830                          SUPERSEDED SURVEY CONTROL
 BP0830
 BP0830  NAD 83(1986)-  30 57 24.38900(N)    102 22 32.54427(W) AD(       ) 1
 BP0830  NAD 27      -  30 57 23.84000(N)    102 22 31.04300(W) AD(       ) 1
 BP0830  NGVD 29 (07/19/86)  882.7    (m)         2896.     (f) VERT ANG       
 BP0830
 BP0830.Superseded values are not recommended for survey control.
 BP0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0830.See file dsdata.txt to determine how the superseded data were derived.
 BP0830
 BP0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ5068527766(NAD 83)
 BP0830_MARKER: DS = TRIANGULATION STATION DISK
 BP0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0830
 BP0830  HISTORY     - Date     Condition        Report By
 BP0830  HISTORY     - 1943     MONUMENTED       CGS
 BP0830  HISTORY     - 1968     GOOD             CGS
 BP0830
 BP0830                          STATION DESCRIPTION
 BP0830
 BP0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0830'TO REACH FROM CROSS ROADS 1.2 MILES SOUTH OF GIRVIN, GO WEST
 BP0830'ON U.S. HIGHWAY 67 FOR 6.3 MILES TO A RANCH ROAD TO THE LEFT.
 BP0830'TURN SOUTH AND FOLLOW MAIN RANCH ROAD FOR 2.5 MILES TO A
 BP0830'BOARD GATE. GO THROUGH GATE AND CONTINUE 0.1 MILE TO ANOTHER
 BP0830'BOARD GATE.  GO THROUGH THIS GATE FOR 0.05 MILE TO A FORK,
 BP0830'JUST BEFORE REACHING RANCH HOUSE.  TAKE RIGHT FORK, PASSING
 BP0830'TO THE RIGHT OF THE FARTHEREST RANCH HOUSE TO THE WEST,
 BP0830'AND GO ABOUT 0.1 MILE TO FORKS WEST OF AN OLD ABODE HOUSE.
 BP0830'TAKE LEFT FORK FOR 0.55 MILE TO FORKS.  TAKE LEFT FORK ON
 BP0830'MAIN RANCH ROAD FOR 0.75 MILE TO FORKS AT FOOT OF MESA.
 BP0830'TAKE RIGHT FORK UP STEEP ROAD TO TOP OF MESA, FOR 0.4 MILE
 BP0830'TO A WIRE GATE JUST AFTER REACHING TOP.  PASS THROUGH
 BP0830'GATE AND CONTINUE SOUTH ON MAIN RANCH ROAD FOR 0.25
 BP0830'MILES TO FORKS.  TAKE LEFT FORK FOR 0.35 MILE TO FORKS,
 BP0830'JUST BEFORE REACHING WINDMILL.  TURN RIGHT FOR 0.1 MILE TO
 BP0830'INTERSECTION WITH TRACK ROAD, JUST NORTH OF A DIRT TANK.
 BP0830'TURN LEFT ON TRACK ROAD FOR 0.45 MILE TO A DIRT TANK.
 BP0830'CIRCLE TO THE LEFT OF TANK AND PICK UP ROAD ON OTHER SIDE AND
 BP0830'CONTINUE FOR 0.3 MILE TO LARGE DIRT TANK ON THE LEFT.
 BP0830'CIRCLE TO BACK OF TANK AND PICK UP ROAD GOING NORTHEAST.
 BP0830'GO NORTHEAST ON THIS FOR 0.15 MILE TO FORKS.  TAKE LEFT
 BP0830'FORK ON DIM TRACK ROAD FOR 0.5 MILE TO BOARD GATE.  FROM
 BP0830'THIS GATE A SMALL PARTLY COVERED KNOLL APPEARS AT
 BP0830'MAGNETIC BEARING 77 DEG AT A DISTANCE OF ABOUT 2 MILES.
 BP0830'PICK WAY ACROSS COUNTRY TO THIS KNOLL.  FROM THE TOP OF
 BP0830'THIS KNOLL GO EAST TO ANOTHER SMALL KNOLL WHICH IS 0.1 MILE
 BP0830'AWAY AND CAN BE SEEN BY LOOKING JUST TO THE RIGHT OF THE
 BP0830'NORTH END OF A LARGE MESA SEVERAL MILES AWAY.  FROM SMALL
 BP0830'KNOLL, GO EAST 0.35 MILE TO A FENCE CORNER.  FROM THE FENCE
 BP0830'CORNER CONTINUE EASST, ALONG THE NORTH SIDE OF FENCE FOR
 BP0830'0.3 MILE TO A WIRE GATE.  GO THROUGH GATE AND CONTINUE ALONG
 BP0830'FENCE FOR 0.65 MILE TO FENCE CORNERS.  TURN LEFT ALONG
 BP0830'INTERSECTING FENCE FOR 0.05 MILE.  FROM HERE THE STATION IS ABOUT
 BP0830'300 YARDS, MAGNETIC BEARING 304 DEG.
 BP0830'
 BP0830'THE STATION IS A STANDARD DISC SET IN THE TOP OF A CONCRETE
 BP0830'POST.  IT IS STAMPED BIG 1943.  THE MARK PROJECTS ABOUT 6
 BP0830'INCHES ABOVE GROUND LEVEL.
 BP0830'
 BP0830'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF A
 BP0830'CONCRETE POST, PROJECTING ABOUT 6 INCHES ABOVE GROUND LEVEL.
 BP0830'IT IS STAMPED BIG NO 1 1943.
 BP0830'
 BP0830'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF A
 BP0830'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND LEVEL.
 BP0830'IT IS STAMPED BIG NO 2 1943.
 BP0830'
 BP0830'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST SOUTHWEST OF STATION ON
 BP0830'A SMALL ROCKY KNOLL, ABOUT 50 YARDS NORTH OF FENCE.  IT IS A
 BP0830'STANDARD DISC WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BP0830'IT IS STAMPED BIG 1943.
 BP0830'
 BP0830'ALL OBSERVATIONS WERE FROM A 15 FOOT WOOD STAND.
 BP0830'
 BP0830'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 BP0830
 BP0830                          STATION RECOVERY (1968)
 BP0830
 BP0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BP0830'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 BP0830'CONDITION.  A SHORTER DISTANCE TO THE AZIMUTH MARK WAS
 BP0830'MEASURED, THE DISTANCE BEING 0.15 MILE.  DUE TO CHANGES IN THE
 BP0830'ROADS A NEW DESCRIPTION FOLLOWS.
 BP0830'
 BP0830'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF MC CAMEY,
 BP0830'7 MILES SOUTH OF GIRVIN, NEAR THE EAST END OF A HIGH FLAT
 BP0830'MESA AND ON PROPERTY OWNED BY MRS. WOODWORTH.
 BP0830'
 BP0830'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67,
 BP0830'385 AND FARM ROAD 11 APPROXIMATELY 150 YARDS SOUTHWEST OF THE
 BP0830'POST OFFICE IN GIRVIN, GO SOUTH ON FARM ROAD 11 FOR 5.8 MILES
 BP0830'TO A SIDE ROAD ON THE RIGHT.  (TURN RIGHT AND GO 1.5 MILES TO
 BP0830'MRS. WOODWORTHS RANCH.) CONTINUE SOUTH FOR 0.2 MILE TO A SIDE
 BP0830'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON GRADED ROAD
 BP0830'FOR 1.85 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE WEST
 BP0830'FOR 0.45 MILE TO WHERE THE ROAD BEARS LEFT UP HILL.  TURN
 BP0830'LEFT AND GO UP STEEP HILL FOR 0.3 MILE TO TOP OF MESA.  (TURN
 BP0830'RIGHT AND GO WEST ON THE NORTH SIDE OF A PIPE LINE FOR 0.3
 BP0830'MILE TO THE AZIMUTH MARK ON THE RIGHT.) BEAR LEFT AND GO
 BP0830'NORTH FOR 0.05 MILE, THENCE GO SOUTHEAST ACROSS FIELD FOR
 BP0830'0.05 MILE TO THE STATION.
 BP0830'
 BP0830'THE STATION MARK IS A STANDARD DISK, STAMPED BIG 1943, SET
 BP0830'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 BP0830'8-INCHES.  IT IS 2.3 FEET WEST-NORTHWEST OF A METAL WITNESS
 BP0830'POST WITH SIGN ATTACHED.
 BP0830'
 BP0830'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIG NO 1 1943,
 BP0830'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 BP0830'PROJECTS 4-INCHES.  IT IS 40.5 FEET EAST-NORTHEAST OF THE
 BP0830'METAL WITNESS POST AND SIGN.
 BP0830'
 BP0830'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIG NO 2 1943,
 BP0830'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 BP0830'PROJECTS 6-INCHES.  IT IS 37.5 FEET SOUTH OF THE METAL
 BP0830'WITNESS POST AND SIGN.
 BP0830'
 BP0830'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BIG 1943,
 BP0830'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 BP0830'GROUND SURFACE.  IT IS 48 FEET NORTH OF THE CENTER OF A TRACK
 BP0830'ROAD AND 3.7 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 BP0830'ATTACHED.
 BP0830'
 BP0830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 BP0830'SOUTH OF GIRVIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1919 ***********************************************************************
 FL1919  DESIGNATION -  BIG
 FL1919  PID         -  FL1919
 FL1919  STATE/COUNTY-  TX/HEMPHILL
 FL1919  USGS QUAD   -  CANADIAN WEST (1972)
 FL1919
 FL1919                         *CURRENT SURVEY CONTROL
 FL1919  ___________________________________________________________________
 FL1919* NAD 83(1993)-  35 57 21.99056(N)    100 26 46.37534(W)     ADJUSTED  
 FL1919* NAVD 88     -       737.     (meters)    2418.     (feet)  SCALED    
 FL1919  ___________________________________________________________________
 FL1919  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 FL1919  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 FL1919
 FL1919  HORZ ORDER  -  THIRD
 FL1919
 FL1919.The horizontal coordinates were established by classical geodetic methods
 FL1919.and adjusted by the National Geodetic Survey in February 1996..
 FL1919
 FL1919.The orthometric height was scaled from a topographic map.
 FL1919
 FL1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1919
 FL1919.The geoid height was determined by GEOID03.
 FL1919
 FL1919;                    North         East     Units Scale Factor Converg.
 FL1919;SPC TX N     - 1,217,515.153   295,059.641   MT  0.99995490   +0 36 38.5
 FL1919;SPC TX N     - 3,994,464.30    968,041.51   sFT  0.99995490   +0 36 38.5
 FL1919;UTM  14      - 3,980,046.846   369,579.520   MT  0.99980959   -0 50 57.4
 FL1919
 FL1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1919!SPC TX N     -   0.99988869  x   0.99995490  =   0.99984359
 FL1919!UTM  14      -   0.99988869  x   0.99980959  =   0.99969830
 FL1919
 FL1919|---------------------------------------------------------------------|
 FL1919| PID    Reference Object                     Distance      Geod. Az  |
 FL1919|                                                           dddmmss.s |
 FL1919| CK8952 BIG RM 1                             16.617 METERS 06650     |
 FL1919| CK8953 BIG RM 2                             11.522 METERS 15351     |
 FL1919| CK8951 BIG AZ MK                                          3025249.0 |
 FL1919|---------------------------------------------------------------------|
 FL1919
 FL1919                          SUPERSEDED SURVEY CONTROL
 FL1919
 FL1919  NAD 83(1993)-  35 57 21.99091(N)    100 26 46.37537(W) AD(       ) 3
 FL1919  NAD 83(1986)-  35 57 21.99673(N)    100 26 46.36374(W) AD(       ) 3
 FL1919  NAD 27      -  35 57 21.84800(N)    100 26 44.87400(W) AD(       ) 3
 FL1919
 FL1919.Superseded values are not recommended for survey control.
 FL1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1919.See file dsdata.txt to determine how the superseded data were derived.
 FL1919
 FL1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6958080047(NAD 83)
 FL1919_MARKER: DS = TRIANGULATION STATION DISK
 FL1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1919
 FL1919  HISTORY     - Date     Condition        Report By
 FL1919  HISTORY     - 1952     MONUMENTED       CGS
 FL1919  HISTORY     - 1961     GOOD             CGS
 FL1919
 FL1919                          STATION DESCRIPTION
 FL1919
 FL1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1919'THE STATION IS ABOUT 5 MILES NORTHWEST OF CANADIAN AND ABOUT 100
 FL1919'METERS EAST OF U.S. HIGHWAY 83.
 FL1919'
 FL1919'TO REACH FROM THE TRAFFIC LIGHT AT THE MAIN INTERSECTION IN
 FL1919'CANADIAN, GO NORTHEASTERLY ON U.S. HIGHWAY 60 AND 83 FOR 2.2
 FL1919'MILES TO THEIR JUNCTION.  TURN LEFT ON U.S. HIGHWAY 83 AND
 FL1919'GO 4.4 MILES TO A SMALL CONCRETE CULVERT.  THE STATION SITE
 FL1919'IS ABOUT 100 METERS NORTHEAST OF THIS CULVERT.
 FL1919'
 FL1919'ALL MARKS ARE STANDARD BRONZE DISKS SET IN SQUARE CONCRETE POSTS.
 FL1919'
 FL1919'THE STATION MARK IS STAMPED BIG 1952, AND PROJECTS 6 INCHES.
 FL1919'IT IS LOCATED ON THE TOP OF A SMALL SANDY KNOLL ABOUT 100 METERS
 FL1919'EAST OF THE CENTER LINE OF THE HIGHWAY.  8 FEET NORTH OF A WHITE
 FL1919'WITNESS POST.  AND ABOUT 30 FEET HIGHER THAN THE HIGHWAY.
 FL1919'
 FL1919'REFERENCE MARK NO. 1 IS STAMPED BIG NO 1 1952, AND IS FLUSH WITH
 FL1919'THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 FL1919'
 FL1919'REFERENCE MARK NO. 2 IS STAMPED BIG NO 2 1952, AND PROJECTS 6
 FL1919'INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 FL1919'
 FL1919'AZIMUTH MARK IS STAMPED BIG 1952, AND PROJECTS 3 INCHES.  IT
 FL1919'IS LOCATED ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 83.  74 FEET
 FL1919'WEST OF THE CENTER LINE OF THE HIGHWAY.  6 FEET SOUTH OF A
 FL1919'WHITE WITNESS POST.  AND 2 FEET EAST OF A FENCE LINE.
 FL1919'
 FL1919'TO REACH THE AZIMUTH FROM THE SMALL CONCRETE CULVERT, GO
 FL1919'NORTHERLY ON U.S. HIGHWAY 83 FOR 0.25 MILE TO A SHALLOW CUT
 FL1919'AND AZIMUTH MARK ON THE LEFT.
 FL1919
 FL1919                          STATION RECOVERY (1961)
 FL1919
 FL1919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JSC)
 FL1919'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION
 FL1919'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 FL1919'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1466 ***********************************************************************
 DN1466  DESIGNATION -  BIG
 DN1466  PID         -  DN1466
 DN1466  STATE/COUNTY-  TX/WISE
 DN1466  USGS QUAD   -  CRAFTON (1961)
 DN1466
 DN1466                         *CURRENT SURVEY CONTROL
 DN1466  ___________________________________________________________________
 DN1466* NAD 83(1993)-  33 16 57.48917(N)    097 54 09.55347(W)     ADJUSTED  
 DN1466* NAVD 88     -       312.4    (meters)    1025.     (feet)  VERTCON   
 DN1466  ___________________________________________________________________
 DN1466  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DN1466  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DN1466
 DN1466  HORZ ORDER  -  THIRD
 DN1466
 DN1466.The horizontal coordinates were established by classical geodetic methods
 DN1466.and adjusted by the National Geodetic Survey in February 1996..
 DN1466
 DN1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1466
 DN1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1466
 DN1466.The geoid height was determined by GEOID03.
 DN1466
 DN1466;                    North         East     Units Scale Factor Converg.
 DN1466;SPC TXNC     - 2,179,353.450   655,638.324   MT  0.99988072   +0 19 32.8
 DN1466;SPC TXNC     - 7,150,095.44  2,151,040.07   sFT  0.99988072   +0 19 32.8
 DN1466;UTM  14      - 3,683,157.723   602,183.935   MT  0.99972873   +0 36 08.1
 DN1466
 DN1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1466!SPC TXNC     -   0.99995527  x   0.99988072  =   0.99983600
 DN1466!UTM  14      -   0.99995527  x   0.99972873  =   0.99968402
 DN1466
 DN1466                          SUPERSEDED SURVEY CONTROL
 DN1466
 DN1466  NAD 83(1993)-  33 16 57.49084(N)    097 54 09.54808(W) AD(       ) 3
 DN1466  NAD 83(1986)-  33 16 57.49287(N)    097 54 09.53887(W) AD(       ) 3
 DN1466  NGVD 29 (07/26/91)  312.4    (m)         1025.     (f) VERT ANG       
 DN1466
 DN1466.Superseded values are not recommended for survey control.
 DN1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1466.See file dsdata.txt to determine how the superseded data were derived.
 DN1466
 DN1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0218483158(NAD 83)
 DN1466_MARKER: DS = TRIANGULATION STATION DISK
 DN1466_SETTING: 0 = UNSPECIFIED SETTING
 DN1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1466
 DN1466  HISTORY     - Date     Condition        Report By
 DN1466  HISTORY     - 1958     MONUMENTED       USGS
 DN1466
 DN1466                          STATION DESCRIPTION
 DN1466
 DN1466'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1466'STATION IS IN WISE COUNTY, TEXAS, ABOUT 10 MI. NW. OF BRIDGEPORT,
 DN1466'TEXAS, 6 MI. W. OF CHICO, TEXAS, IN THE CHICO OIL FIELD, 0.2 MI.
 DN1466'S. OF A GROUP OF OIL TANKS, 23 FT. W. OF A TRACK RD., 1.0 FT. E.
 DN1466'OF A FENCE.
 DN1466'
 DN1466'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.4
 DN1466'FT. AND STAMPED---BIG-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1862 ***********************************************************************
 FL1862  DESIGNATION -  BIG BLUE
 FL1862  PID         -  FL1862
 FL1862  STATE/COUNTY-  TX/MOORE
 FL1862  USGS QUAD   -  MASTERSON (1953)
 FL1862
 FL1862                         *CURRENT SURVEY CONTROL
 FL1862  ___________________________________________________________________
 FL1862* NAD 83(1993)-  35 43 57.98210(N)    101 54 41.08445(W)     ADJUSTED  
 FL1862* NAVD 88     -      1097.5    (meters)    3601.     (feet)  VERTCON   
 FL1862  ___________________________________________________________________
 FL1862  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 FL1862  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL1862
 FL1862  HORZ ORDER  -  SECOND
 FL1862
 FL1862.The horizontal coordinates were established by classical geodetic methods
 FL1862.and adjusted by the National Geodetic Survey in February 1996..
 FL1862
 FL1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1862
 FL1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1862
 FL1862.The geoid height was determined by GEOID03.
 FL1862
 FL1862;                    North         East     Units Scale Factor Converg.
 FL1862;SPC TX N     - 1,192,307.018   162,783.669   MT  0.99992593   -0 14 18.3
 FL1862;SPC TX N     - 3,911,760.61    534,066.09   sFT  0.99992593   -0 14 18.3
 FL1862;UTM  14      - 3,958,218.717   236,682.614   MT  1.00045449   -1 42 04.5
 FL1862
 FL1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1862!SPC TX N     -   0.99983192  x   0.99992593  =   0.99975787
 FL1862!UTM  14      -   0.99983192  x   1.00045449  =   1.00028634
 FL1862
 FL1862|---------------------------------------------------------------------|
 FL1862| PID    Reference Object                     Distance      Geod. Az  |
 FL1862|                                                           dddmmss.s |
 FL1862| CJ6639 BIG BLUE RM 1                        64.920 METERS 08518     |
 FL1862| FL1863 EXCELL US BUR OF MINE WATER TK      APPROX.13.0 KM 2054814.6 |
 FL1862| FL1864 EXCELL US BUR OF MINE LOT           APPROX.13.1 KM 2055303.5 |
 FL1862| CJ6638 BIG BLUE AZ MK                                     2320037.7 |
 FL1862| FL1871 DUMAS COOP S GRAIN ELEVATOR         APPROX.15.5 KM 3361909.2 |
 FL1862| FL1873 DUMAS W MUNICIPAL TANK              APPROX.15.7 KM 3384757.9 |
 FL1862| FL1870 DUMAS E MUNICIPAL TANK              APPROX.15.3 KM 3405435.4 |
 FL1862| CJ6640 BIG BLUE RM 2                        52.603 METERS 34808     |
 FL1862|---------------------------------------------------------------------|
 FL1862
 FL1862                          SUPERSEDED SURVEY CONTROL
 FL1862
 FL1862  NAD 83(1993)-  35 43 57.98237(N)    101 54 41.08173(W) AD(       ) 2
 FL1862  NAD 83(1986)-  35 43 57.99001(N)    101 54 41.07385(W) AD(       ) 2
 FL1862  NAD 27      -  35 43 57.84200(N)    101 54 39.42500(W) AD(       ) 2
 FL1862  NGVD 29 (07/19/86) 1096.9    (m)         3599.     (f) VERT ANG       
 FL1862
 FL1862.Superseded values are not recommended for survey control.
 FL1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1862.See file dsdata.txt to determine how the superseded data were derived.
 FL1862
 FL1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3668358219(NAD 83)
 FL1862_MARKER: DS = TRIANGULATION STATION DISK
 FL1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1862
 FL1862  HISTORY     - Date     Condition        Report By
 FL1862  HISTORY     - 1935     MONUMENTED       CGS
 FL1862  HISTORY     - 1951     GOOD             CGS
 FL1862
 FL1862                          STATION DESCRIPTION
 FL1862
 FL1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FL1862'STATION IS 9 MILES AIRLINE SSE OF DUMAS, ON A BARREN PASTURE
 FL1862'RIDGE ABOUT 1-1/4 MILES S OF BIG BLUE CREEK.  IT IS 3 MILES
 FL1862'E OF STATE HIGHWAY 9, 4-1/4 MILES NE OF THE FOUR-WAY SERVICE
 FL1862'STATION, 2/3 MILE NORTHERLY FROM TERRY THOMPSON NO. 1-P GAS
 FL1862'WELL, IN SECTION 66 (APPROXIMATELY), BLOCK 44, 200 FEET S OF
 FL1862'A DOUBLE TRACK ROAD.  MARK PROJECTS 2 INCHES.
 FL1862'
 FL1862'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FL1862'BRONZE DISKS SET IN CONCRETE.
 FL1862'
 FL1862'REFERENCE MARK NO. 1 IS E OF THE STATION, AND PROJECTS 4 INCHES.
 FL1862'
 FL1862'REFERENCE MARK NO. 2 IS N OF THE STATION, 11 FEET S OF A DOUBLE
 FL1862'TRACK ROAD AND PROJECTS 4 INCHES.
 FL1862'
 FL1862'AZIMUTH MARK IS SW OF THE STATION, 65 FEET E OF THE NE CORNER
 FL1862'OF A TIM BUILDING AT THE TERRY THOMPSON NO. 1-P GAS WELL, 66
 FL1862'YARDS NNE OF THE N SIDE OF A WIRE FENCE AROUND THE GAS VALVE
 FL1862'AND PROJECTS 4 INCHES.
 FL1862'
 FL1862'STATION IS REACHED FROM THE FOUR-WAY SERVICE STATION BY DRIVING
 FL1862'N ON STATE HIGHWAY 9 FOR 1.0 MILE TO A PIPE GATE ON THE E
 FL1862'SIDE OF THE ROAD AND A SIGN ON THE GATE ROAD CLOSED.  LEAVE
 FL1862'PAVED ROAD, TURN LEFT, PASS THROUGH THIS GATE AND GO E ON A
 FL1862'TRACK ROAD 0.3 MILE TO FORKS.  TAKE THE LEFT FORK AND GO 0.7
 FL1862'MILE TO NW CORNER OF A CORRAL, A LARGE TIN BUILDING AND A
 FL1862'WINDMILL.  FOLLOW A TRACK ROAD ALONG THE N SIDE OF AN E-W
 FL1862'FENCE FOR 0.1 MILE TO A PIPE GATE THAT IS ON THE N SIDE OF
 FL1862'A PIPE LINE.  PASS THROUGH THIS GATE AND FOLLOW ALONG THE N
 FL1862'SIDE OF THIS PIPE LINE THAT RUNS NORTHEASTERLY.  GO 1.5
 FL1862'MILES ALONG THE PIPE LINE, PASSING THROUGH TWO MORE GATES,
 FL1862'TO A T-INTERSECTION OF PIPE LINES AT THE TOP OF A HILL.
 FL1862'TURN E, GO 0.2 MILE ALONG THE W SIDE OF THE N-S PIPE LINE TO
 FL1862'A TRACK ROAD.  TURN LEFT ON THE TRACK ROAD AND GO 0.9 MILE TO
 FL1862'TOP OF RIDGE, THENCE 200 FEET S TO STATION.
 FL1862'
 FL1862'A 20-FOOT STAND WILL CLEAR ALL LINES.
 FL1862
 FL1862                          STATION RECOVERY (1951)
 FL1862
 FL1862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1862'STATION FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 FL1862'A NEW DESCRIPTION FOLLOWS.
 FL1862'
 FL1862'STATION IS LOCATED, AIRLINE, ABOUT 9 MILES SOUTH SOUTHEAST OF
 FL1862'DUMAS, 4-1/4 MILES NORTHEAST OF FOUR-WAY, 3 MILES EAST OF U.S.
 FL1862'HIGHWAY 287 AND 87, ON A BARREN PASTURE RIDGE ABOUT 1-1/4
 FL1862'MILES SOUTH OF BIG BLUE CREEK.
 FL1862'
 FL1862'STATION MARK, STAMPED BIG BLUE 1935, IS A STANDARD DISK SET
 FL1862'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 FL1862'WITH THE GROUND.  IT IS ABOUT 200 FEET SOUTH OF A TRACK ROAD
 FL1862'AND ON THE HIGHEST POINT IN THE VICINITY.
 FL1862'
 FL1862'REFERENCE MARK NUMBER 1, STAMPED BIG BLUE NO 1 1935, IS A
 FL1862'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 FL1862'THAT PROJECTS 6 INCHES AND IS SLIGHTLY LOWER IN ELEVATION
 FL1862'THAN THE STATION.  IT IS ABOUT 200 FEET SOUTH OF THE TRACK ROAD.
 FL1862'
 FL1862'REFERENCE MARK NUMBER 2, STAMPED BIG BLUE NO 2 1935, IS A
 FL1862'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 FL1862'THAT PROJECTS 6 INCHES AND IS AT ABOUT THE SAME ELEVATION
 FL1862'AS THE STATION.  IT IS 30 FEET EAST SOUTHEAST OF A Y FORK
 FL1862'IN TWO TRACK ROADS.
 FL1862'
 FL1862'AZIMUTH MARK, STAMPED BIG BLUE AZIMUTH 1935, IS A STANDARD
 FL1862'REFERENCE MARK DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FL1862'POST THAT PROJECTS 6 INCHES.  TO REACH FROM THE STATION, GO
 FL1862'SOUTHWESTERLY ON TRACK ROAD FOR 0.7 MILE TO A TIN BUILDING
 FL1862'AND A PUMPING STATION.  THE AZIMUTH MARK IS 65 FEET EAST OF
 FL1862'THE NORTHEAST CORNER OF THE TIN BUILDING, 200 FEET NORTHEAST
 FL1862'OF THE PUMPING STATION AND 36 FEET SOUTH OF THE TRACK ROAD.
 FL1862'
 FL1862'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 FL1862'AT FOUR-WAY, GO NORTH ON U.S. HIGHWAY 87 AND 287 FOR 1.0 MILE
 FL1862'TO AN IRON GATE AND CATTLE GUARD ON THE RIGHT, EAST, SIDE OF
 FL1862'THE HIGHWAY AND A SIGN TERRY THOMPSON JR.  TURN RIGHT, EAST, AND
 FL1862'FOLLOW RANCH ROAD FOR 0.9 MILE TO A RANCH HOUSE.  TURN LEFT
 FL1862'FOR 300 FEET, THEN RIGHT, EAST, FOR 0.15 MILE ALONG THE NORTH
 FL1862'SIDE OF AN EAST-WEST FENCE TO A GATE.  PASS THROUGH GATE AND
 FL1862'KEEP LEFT, NORTHEAST FOR 0.85 MILE TO A PUMPING STATION AND
 FL1862'A CATTLE GUARD.  PASS OVER CATTLE GUARD, TURN RIGHT AND GO
 FL1862'0.1 MILE, TAKE LEFT FORK, NORTHEAST, FOR 1.0 MILE TO A FORK.
 FL1862'TAKE THE LEFT FORK, NORTHEAST, FOR 0.7 MILE TO A DIM FORK
 FL1862'AND REFERENCE MARK NUMBER 2 ON THE RIGHT.  TURN RIGHT AND GO
 FL1862'200 FEET TO THE STATION.
 FL1862'
 FL1862'NOTE--DISTANCES TO REFERENCE MARKS WERE DOUBLE CHECKED IN
 FL1862'THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5541 ***********************************************************************
 AH5541  DESIGNATION -  BIG FOOT ET
 AH5541  PID         -  AH5541
 AH5541  STATE/COUNTY-  TX/FRIO
 AH5541  USGS QUAD   -  BIGFOOT (1964)
 AH5541
 AH5541                         *CURRENT SURVEY CONTROL
 AH5541  ___________________________________________________________________
 AH5541* NAD 83(1993)-  29 01 15.61152(N)    098 51 14.34998(W)     ADJUSTED  
 AH5541* NAVD 88     -       210.4    (meters)     690.     (feet)  VERTCON   
 AH5541  ___________________________________________________________________
 AH5541  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 AH5541  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AH5541
 AH5541  HORZ ORDER  -  THIRD
 AH5541
 AH5541.The horizontal coordinates were established by classical geodetic methods
 AH5541.and adjusted by the National Geodetic Survey in July 1998..
 AH5541
 AH5541.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5541
 AH5541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5541
 AH5541.The geoid height was determined by GEOID03.
 AH5541
 AH5541;                    North         East     Units Scale Factor Converg.
 AH5541;SPC TXSC     - 4,131,634.755   614,222.820   MT  0.99987815   +0 04 17.5
 AH5541;SPC TXSC     -13,555,205.03  2,015,162.70   sFT  0.99987815   +0 04 17.5
 AH5541;UTM  14      - 3,210,321.384   514,218.876   MT  0.99960249   +0 04 15.0
 AH5541
 AH5541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5541!SPC TXSC     -   0.99997081  x   0.99987815  =   0.99984896
 AH5541!UTM  14      -   0.99997081  x   0.99960249  =   0.99957331
 AH5541
 AH5541                          SUPERSEDED SURVEY CONTROL
 AH5541
 AH5541  NGVD 29 (07/28/98)  210.3    (m)          690.     (f) VERT ANG       
 AH5541
 AH5541.Superseded values are not recommended for survey control.
 AH5541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5541.See file dsdata.txt to determine how the superseded data were derived.
 AH5541
 AH5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT1421910321(NAD 83)
 AH5541_MARKER: DS = TRIANGULATION STATION DISK
 AH5541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5541_PROJECTION: FLUSH
 AH5541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5541+STABILITY: SURFACE MOTION
 AH5541
 AH5541  HISTORY     - Date     Condition        Report By
 AH5541  HISTORY     - 1964     MONUMENTED       USGS
 AH5541  HISTORY     - 20020914 GOOD             USPSQD
 AH5541
 AH5541                          STATION DESCRIPTION
 AH5541
 AH5541'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH5541'STATION LOCATED APPROXIMATELY 3 MI. E. AND 8 MI. S. (AIRLINE) OF
 AH5541'DEVINE, TEXAS, 0.5 MI. E. AND 2 MI. S. OF COMMUNITY OF BIG FOOT, ON E.
 AH5541'SIDE OF FARM ROAD 472, 172 FT. N. OF CENTERLINE OF DRIVEWAY, AND 1.5
 AH5541'FT. W. OF E. RIGHT-OF-WAY FENCE, 21 FT. N. OF OBTUSE FENCE CORNER.
 AH5541'TO REACH STATION FROM INTERSECTION OF U.S. HIGHWAY 81 AND TEXAS
 AH5541'HIGHWAY 173 IN DEVINE, TEXAS, TRAVEL SE. ON TEXAS 173 4 MI. TO
 AH5541'INTERSECTION OF FARM ROAD 472.  TURN RIGHT ON PAVED RD. FOR 2.7 MI. TO
 AH5541'BIG FOOT COMMUNITY, AND CONTINUE ON S. 2.5 MI. TO HIGHEST POINT OF
 AH5541'RISE AND STATION ON LEFT.
 AH5541'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT PROJECTING 0.1
 AH5541'FT. ABOVE GROUND, STAMPED---BIG FOOT ET 1964---.
 AH5541
 AH5541                          STATION RECOVERY (2002)
 AH5541
 AH5541'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AH5541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0987 ***********************************************************************
 EM0987  DESIGNATION -  BIG MOUND
 EM0987  PID         -  EM0987
 EM0987  STATE/COUNTY-  TX/HARDEMAN
 EM0987  USGS QUAD   -  BIG MOUND (1990)
 EM0987
 EM0987                         *CURRENT SURVEY CONTROL
 EM0987  ___________________________________________________________________
 EM0987* NAD 83(1993)-  34 11 48.08991(N)    099 37 42.89145(W)     ADJUSTED  
 EM0987* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 EM0987  ___________________________________________________________________
 EM0987  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 EM0987  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 EM0987
 EM0987  HORZ ORDER  -  SECOND
 EM0987
 EM0987.The horizontal coordinates were established by classical geodetic methods
 EM0987.and adjusted by the National Geodetic Survey in February 1996..
 EM0987
 EM0987.The orthometric height was scaled from a topographic map.
 EM0987
 EM0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0987
 EM0987.The geoid height was determined by GEOID03.
 EM0987
 EM0987;                    North         East     Units Scale Factor Converg.
 EM0987;SPC TXNC     - 2,281,134.479   495,971.699   MT  1.00007228   -0 36 55.9
 EM0987;SPC TXNC     - 7,484,022.04  1,627,200.48   sFT  1.00007228   -0 36 55.9
 EM0987;UTM  14      - 3,784,143.660   442,085.615   MT  0.99964134   -0 21 11.9
 EM0987
 EM0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0987!SPC TXNC     -   0.99992095  x   1.00007228  =   0.99999322
 EM0987!UTM  14      -   0.99992095  x   0.99964134  =   0.99956231
 EM0987
 EM0987:                Primary Azimuth Mark                     Grid Az
 EM0987:SPC TXNC     -  BIG MOUND AZ MK                          039 45 15.8
 EM0987:UTM  14      -  BIG MOUND AZ MK                          039 29 31.8
 EM0987
 EM0987|---------------------------------------------------------------------|
 EM0987| PID    Reference Object                     Distance      Geod. Az  |
 EM0987|                                                           dddmmss.s |
 EM0987| CX7604 BIG MOUND AZ MK                                    0390819.9 |
 EM0987| CX7605 BIG MOUND RM 1                        8.578 METERS 24536     |
 EM0987| CX7606 BIG MOUND RM 2                        9.077 METERS 33420     |
 EM0987|---------------------------------------------------------------------|
 EM0987
 EM0987                          SUPERSEDED SURVEY CONTROL
 EM0987
 EM0987  NAD 83(1993)-  34 11 48.09028(N)    099 37 42.89153(W) AD(       ) 2
 EM0987  NAD 83(1986)-  34 11 48.09671(N)    099 37 42.88252(W) AD(       ) 2
 EM0987  NAD 27      -  34 11 47.80308(N)    099 37 41.55886(W) AD(       ) 2
 EM0987
 EM0987.Superseded values are not recommended for survey control.
 EM0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0987.See file dsdata.txt to determine how the superseded data were derived.
 EM0987
 EM0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4208684144(NAD 83)
 EM0987_MARKER: DS = TRIANGULATION STATION DISK
 EM0987_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EM0987_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EM0987
 EM0987  HISTORY     - Date     Condition        Report By
 EM0987  HISTORY     - 1969     MONUMENTED       CGS
 EM0987
 EM0987                          STATION DESCRIPTION
 EM0987
 EM0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0987'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF QUANAH, 7-1/2
 EM0987'MILES SOUTHWEST OF CHILLICOTHE AND 2 MILES NORTHWEST OF MEDICINE
 EM0987'MOUND.  IT IS ON THE MOST NORTHERN AND HIGHEST MOUND OF FOUR AND IS
 EM0987'ON PROPERTY OWNED BY MR. B. BROWN.
 EM0987'
 EM0987'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 287 AND FARM
 EM0987'ROAD 91, IN CHILLICOTHE, GO WEST ON U. S. HIGHWAY 287 FOR 8.0 MILES
 EM0987'TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON FARM ROAD 1167 FOR
 EM0987'4.15 MILES TO A FORK, TAKE THE LEFT FORK AND GO EAST ON FARM ROAD
 EM0987'1167 FOR 2.1 MILES TO A FORK, TAKE THE RIGHT FORK AND GO SOUTH ON
 EM0987'FARM ROAD 1167 FOR 0.55 MILE TO A SIDE ROAD RIGHT, TURN RIGHT,
 EM0987'PASSING THROUGH A GATE AND GO WEST ON A DIRT ROAD FOR 0.65 MILE TO
 EM0987'A WIRE GATE AND THE AZIMUTH MARK ON THE RIGHT.  PASS THROUGH THE
 EM0987'GATE AND CONTINUE WEST ON A DIRT ROAD FOR 0.4 MILE TO THE NORTH
 EM0987'END OF A BIG MOUND AND THE END OF TRUCK TRAVEL.  PACK SOUTH UP THE
 EM0987'MOUND TO THE HIGHEST POINT OF MOUND AND THE STATION.  ABOUT A
 EM0987'10 MINUTE PACK.
 EM0987'
 EM0987'THE STATION MARK IS A STANDARD DISK STAMPED BIG MOUND 1969, CEMENTED
 EM0987'IN THE TOP OF A 4-INCH ORANGEBURG PIPE FILLED WITH CONCRETE.  THE
 EM0987'PIPE PROJECTS 6 INCHES.  NO UNDERGROUND MARK WAS SET.  THE STATION IS
 EM0987'ON THE HIGHEST POINT OF THE MOUND.
 EM0987'
 EM0987'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BIG MOUND NO 1 1969,
 EM0987'CEMENTED IN THE TOP OF A 4-INCH ORANGEBURG PIPE FILLED WITH
 EM0987'CONCRETE.  THE PIPE PROJECTS 8 INCHES.  IT IS ABOUT 2 FEET LOWER THAN
 EM0987'THE STATION.
 EM0987'
 EM0987'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BIG MOUND NO 2 1969,
 EM0987'CEMENTED IN THE TOP OF A 4-INCH ORANGEBURG PIPE FILLED WITH
 EM0987'CONCRETE.  THE PIPE PROJECTS 6 INCHES.  IT IS THE SAME ELEVATION AS
 EM0987'THE STATION.
 EM0987'
 EM0987'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BIG MOUND 1969, SET IN
 EM0987'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 10
 EM0987'INCHES.  IT IS 15 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 1.9
 EM0987'FEET SOUTHWEST OF A METAL WITNESS POST AND 1.6 FEET WEST OF A
 EM0987'NORTH-SOUTH WIRE FENCE.
 EM0987'
 EM0987'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1238 ***********************************************************************
 CR1238  DESIGNATION -  BIG SANDY DIV LONGVIEW MUN TK
 CR1238  PID         -  CR1238
 CR1238  STATE/COUNTY-  TX/UPSHUR
 CR1238  USGS QUAD   -  BIG SANDY (1981)
 CR1238
 CR1238                         *CURRENT SURVEY CONTROL
 CR1238  ___________________________________________________________________
 CR1238* NAD 83(1993)-  32 34 21.48495(N)    095 04 43.24484(W)     ADJUSTED  
 CR1238* NAVD 88     -                                                        
 CR1238  ___________________________________________________________________
 CR1238  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CR1238  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR1238
 CR1238  HORZ ORDER  -  THIRD
 CR1238
 CR1238.The horizontal coordinates were established by classical geodetic methods
 CR1238.and adjusted by the National Geodetic Survey in February 1996..
 CR1238
 CR1238
 CR1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1238
 CR1238.The geoid height was determined by GEOID03.
 CR1238
 CR1238;                    North         East     Units Scale Factor Converg.
 CR1238;SPC TXNC     - 2,105,693.665   921,179.409   MT  0.99990733   +1 51 57.5
 CR1238;SPC TXNC     - 6,908,429.97  3,022,236.11   sFT  0.99990733   +1 51 57.5
 CR1238;UTM  15      - 3,605,816.952   304,869.585   MT  1.00006954   -1 07 10.0
 CR1238
 CR1238                          SUPERSEDED SURVEY CONTROL
 CR1238
 CR1238  NAD 83(1986)-  32 34 21.49245(N)    095 04 43.23116(W) AD(       ) 4
 CR1238  NAD 27      -  32 34 20.97800(N)    095 04 42.43500(W) AD(       ) 3
 CR1238
 CR1238.Superseded values are not recommended for survey control.
 CR1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1238.See file dsdata.txt to determine how the superseded data were derived.
 CR1238
 CR1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS0487005817(NAD 83)
 CR1238_MARKER: 53 = ELEVATED TANK
 CR1238
 CR1238  HISTORY     - Date     Condition        Report By
 CR1238  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1238  HISTORY     - 1956     GOOD             CGS
 CR1238  HISTORY     - 20040606 GOOD             USPSQD
 CR1238
 CR1238                          STATION DESCRIPTION
 CR1238
 CR1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1238'THIS STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE TOWN
 CR1238'OF BIG SANDY, ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAY 80, AND
 CR1238'ABOUT 1/2 MILE EAST OF THE BIG SANDY RIVER AT ITS NEAREST
 CR1238'POINT.  (THIS IS LONGVIEWS SOURCE OF WATER AT THE PRESENT
 CR1238'TIME) IT IS A 4 LEGGED STEEL STRUCTURE, ABOUT 120 FEET HIGH,
 CR1238'45 FEET SQUARE AT THE BASE, AND IS SILVER IN COLOR.
 CR1238'
 CR1238'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CR1238
 CR1238                          STATION RECOVERY (1956)
 CR1238
 CR1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1238'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1238'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1238
 CR1238                          STATION RECOVERY (2004)
 CR1238
 CR1238'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1235 ***********************************************************************
 CR1235  DESIGNATION -  BIG SANDY MUNICIPAL TANK
 CR1235  PID         -  CR1235
 CR1235  STATE/COUNTY-  TX/UPSHUR
 CR1235  USGS QUAD   -  BIG SANDY (1981)
 CR1235
 CR1235                         *CURRENT SURVEY CONTROL
 CR1235  ___________________________________________________________________
 CR1235* NAD 83(1993)-  32 35 13.19607(N)    095 06 37.05303(W)     ADJUSTED  
 CR1235* NAVD 88     -                                                        
 CR1235  ___________________________________________________________________
 CR1235  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CR1235  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR1235
 CR1235  HORZ ORDER  -  THIRD
 CR1235
 CR1235.The horizontal coordinates were established by classical geodetic methods
 CR1235.and adjusted by the National Geodetic Survey in February 1996..
 CR1235
 CR1235
 CR1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1235
 CR1235.The geoid height was determined by GEOID03.
 CR1235
 CR1235;                    North         East     Units Scale Factor Converg.
 CR1235;SPC TXNC     - 2,107,189.429   918,161.325   MT  0.99990529   +1 50 55.4
 CR1235;SPC TXNC     - 6,913,337.32  3,012,334.28   sFT  0.99990529   +1 50 55.4
 CR1235;UTM  15      - 3,607,468.160   301,933.003   MT  1.00008377   -1 08 13.0
 CR1235
 CR1235                          SUPERSEDED SURVEY CONTROL
 CR1235
 CR1235  NAD 83(1986)-  32 35 13.20350(N)    095 06 37.03926(W) AD(       ) 4
 CR1235  NAD 27      -  32 35 12.68900(N)    095 06 36.24200(W) AD(       ) 3
 CR1235
 CR1235.Superseded values are not recommended for survey control.
 CR1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1235.See file dsdata.txt to determine how the superseded data were derived.
 CR1235
 CR1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS0193307468(NAD 83)
 CR1235_MARKER: 53 = ELEVATED TANK
 CR1235
 CR1235  HISTORY     - Date     Condition        Report By
 CR1235  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1235  HISTORY     - 1956     GOOD             CGS
 CR1235  HISTORY     - 1957     GOOD             CGS
 CR1235  HISTORY     - 20040606 GOOD             USPSQD
 CR1235
 CR1235                          STATION DESCRIPTION
 CR1235
 CR1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1235'THIS STATION IS LOCATED ABOUT 300 FEET NORTH OF THE HIGH
 CR1235'SCHOOL IN BIG SANDY.  IT IS A 4 LEGGED STEEL STRUCTURE,
 CR1235'ABOUT 80 FEET HIGH, 45 FEET SQUARE AT THE BASE, AND IS SILVER
 CR1235'IN COLOR.
 CR1235'
 CR1235'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CR1235
 CR1235                          STATION RECOVERY (1956)
 CR1235
 CR1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1235'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1235'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1235
 CR1235                          STATION RECOVERY (1957)
 CR1235
 CR1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1235'THE STATION IS LOCATED AT THE NORTH EDGE OF BIG SANDY, 1
 CR1235'BLOCK NORTH OF THE HIGH SCHOOL AND JUST EAST OF A PAVED ROAD.
 CR1235'THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX AND IS
 CR1235'SILVER IN COLOR.  IT IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.
 CR1235'THE OVERALL HEIGHT IS 100 FEET.
 CR1235'
 CR1235'THE BALL AT THE APEX OF THE ROOF WAS INTERSECTED.
 CR1235
 CR1235                          STATION RECOVERY (2004)
 CR1235
 CR1235'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0538 ***********************************************************************
 CU0538  DESIGNATION -  BIG SPRING
 CU0538  PID         -  CU0538
 CU0538  STATE/COUNTY-  TX/HOWARD
 CU0538  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0538
 CU0538                         *CURRENT SURVEY CONTROL
 CU0538  ___________________________________________________________________
 CU0538* NAD 83(1986)-  32 15 08.     (N)    101 28 17.     (W)     SCALED    
 CU0538* NAVD 88     -       734.794  (meters)    2410.74   (feet)  ADJUSTED  
 CU0538  ___________________________________________________________________
 CU0538  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CU0538  DYNAMIC HT  -         733.787 (meters)    2407.43  (feet)  COMP
 CU0538  MODELED GRAV-     979,245.0   (mgal)                       NAVD 88
 CU0538
 CU0538  VERT ORDER  -  FIRST     CLASS II
 CU0538
 CU0538.The horizontal coordinates were scaled from a topographic map and have
 CU0538.an estimated accuracy of +/- 6 seconds.
 CU0538
 CU0538.The orthometric height was determined by differential leveling
 CU0538.and adjusted by the National Geodetic Survey in June 1991..
 CU0538.WARNING-Repeat measurements at this control monument indicate possible
 CU0538.vertical movement.
 CU0538
 CU0538.The geoid height was determined by GEOID03.
 CU0538
 CU0538.The dynamic height is computed by dividing the NAVD 88
 CU0538.geopotential number by the normal gravity value computed on the
 CU0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0538.degrees latitude (g = 980.6199 gals.).
 CU0538
 CU0538.The modeled gravity was interpolated from observed gravity values.
 CU0538
 CU0538;                    North         East    Units  Estimated Accuracy
 CU0538;SPC TXNC     - 2,068,890.      320,040.      MT  (+/- 180 meters Scaled)
 CU0538
 CU0538                          SUPERSEDED SURVEY CONTROL
 CU0538
 CU0538  NGVD 29 (??/??/92)  734.540  (m)         2409.90   (f) ADJ UNCH    1 2
 CU0538
 CU0538.Superseded values are not recommended for survey control.
 CU0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0538.See file dsdata.txt to determine how the superseded data were derived.
 CU0538
 CU0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA671710(NAD 83)
 CU0538_MARKER: DB = BENCH MARK DISK
 CU0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0538_SP_SET: STEP
 CU0538_STAMPING: BIG SPRING 1932 2409.887
 CU0538_MARK LOGO: CGS   
 CU0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0538
 CU0538  HISTORY     - Date     Condition        Report By
 CU0538  HISTORY     - 1932     MONUMENTED       CGS
 CU0538  HISTORY     - 1956     GOOD             NGS
 CU0538  HISTORY     - 1982     GOOD             NGS
 CU0538
 CU0538                          STATION DESCRIPTION
 CU0538
 CU0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0538'IN BIG SPRING.
 CU0538'AT BIG SPRING, AT THE MUNICIPAL AUDITORIUM, 18.5 FEET SOUTHEAST OF THE
 CU0538'SOUTHEAST CURB OF 3RD STREET, 47.5 FEET NORTHWEST OF THE NORTHWEST
 CU0538'SIDE OF THE AUDITORIUM, AT THE LOWER SET OF CONCRETE STEPS AT THE
 CU0538'NORTHWEST ENTRANCE OF THE BUILDING, SET IN THE TOP OF THE SOUTHWEST
 CU0538'END OF THE 2ND CONCRETE STEP ABOVE THE SIDEWALK.
 CU0538
 CU0538                          STATION RECOVERY (1982)
 CU0538
 CU0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0538'IN BIG SPRING, IN THE WEST END OF THE SECOND STEP OF THE FIRST SET OF
 CU0538'STEPS AT THE NORTH ENTRANCE OF THE MUNICIPAL AUDITORIUM AT THE
 CU0538'INTERSECTION OF EAST THIRD AND NOLAN STREETS AND 23.0 METERS (75.5 FT)
 CU0538'NORTHWEST OF THE CENTER OF THE ENTRANCE.
 CU0538'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1105 ***********************************************************************
 CU1105  DESIGNATION -  BIG SPRING HOTEL SETTLES
 CU1105  PID         -  CU1105
 CU1105  STATE/COUNTY-  TX/HOWARD
 CU1105  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU1105
 CU1105                         *CURRENT SURVEY CONTROL
 CU1105  ___________________________________________________________________
 CU1105* NAD 83(1993)-  32 15 10.24776(N)    101 28 30.99938(W)     ADJUSTED  
 CU1105* NAVD 88     -                                                        
 CU1105  ___________________________________________________________________
 CU1105  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CU1105  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CU1105
 CU1105  HORZ ORDER  -  THIRD
 CU1105
 CU1105.The horizontal coordinates were established by classical geodetic methods
 CU1105.and adjusted by the National Geodetic Survey in February 1996..
 CU1105
 CU1105
 CU1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1105
 CU1105.The geoid height was determined by GEOID03.
 CU1105
 CU1105;                    North         East     Units Scale Factor Converg.
 CU1105;SPC TXNC     - 2,068,972.751   319,677.094   MT  0.99996904   -1 37 21.7
 CU1105;SPC TXNC     - 6,787,954.77  1,048,807.27   sFT  0.99996904   -1 37 21.7
 CU1105;SPC TX C     - 3,287,269.597   592,380.226   MT  1.00012019   -0 35 17.4
 CU1105;SPC TX C     -10,784,983.67  1,943,500.79   sFT  1.00012019   -0 35 17.4
 CU1105;UTM  14      - 3,571,151.512   266,809.231   MT  1.00027063   -1 19 17.6
 CU1105
 CU1105                          SUPERSEDED SURVEY CONTROL
 CU1105
 CU1105  NAD 83(1986)-  32 15 10.25356(N)    101 28 30.99195(W) AD(       ) 4
 CU1105  NAD 27      -  32 15 09.82000(N)    101 28 29.55000(W) AD(       ) 3
 CU1105
 CU1105.Superseded values are not recommended for survey control.
 CU1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1105.See file dsdata.txt to determine how the superseded data were derived.
 CU1105
 CU1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6680971152(NAD 83)
 CU1105
 CU1105  HISTORY     - Date     Condition        Report By
 CU1105  HISTORY     - 1932     FIRST OBSERVED   CGS
 CU1105  HISTORY     - 1957     GOOD             CGS
 CU1105
 CU1105                          STATION DESCRIPTION
 CU1105
 CU1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (REW)
 CU1105'HOTEL SETTLES IS THE TALLEST BUILDING IN DOWN TOWN BIG
 CU1105'SPRING.  THE HOTEL IS LOCATED ON THE CORNER OF RUNNELS
 CU1105'ST. AND E 3TH ST.  THERE ARE TWO LARGE ELECTRICAL SIGNS ON
 CU1105'THE ROOF OF THE HOTEL, HOTEL SETTLES.  HOWEVER, THERE ISNT
 CU1105'ANY SINGLE POINT ON WHICH TO SIGHT ON.  THE STATION COULD
 CU1105'NOT BE VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1111 ***********************************************************************
 CU1111  DESIGNATION -  BIG SPRINGS CRMWD MICROWAVE
 CU1111  PID         -  CU1111
 CU1111  STATE/COUNTY-  TX/HOWARD
 CU1111  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU1111
 CU1111                         *CURRENT SURVEY CONTROL
 CU1111  ___________________________________________________________________
 CU1111* NAD 83(1993)-  32 17 24.62847(N)    101 28 05.76922(W)     ADJUSTED  
 CU1111* NAVD 88     -                                                        
 CU1111  ___________________________________________________________________
 CU1111  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 CU1111  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CU1111
 CU1111  HORZ ORDER  -  THIRD
 CU1111
 CU1111.The horizontal coordinates were established by classical geodetic methods
 CU1111.and adjusted by the National Geodetic Survey in February 1996..
 CU1111
 CU1111
 CU1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1111
 CU1111.The geoid height was determined by GEOID03.
 CU1111
 CU1111;                    North         East     Units Scale Factor Converg.
 CU1111;SPC TXNC     - 2,073,091.632   320,454.166   MT  0.99996025   -1 37 08.0
 CU1111;SPC TXNC     - 6,801,468.13  1,051,356.71   sFT  0.99996025   -1 37 08.0
 CU1111;UTM  14      - 3,575,275.663   267,564.925   MT  1.00026629   -1 19 09.0
 CU1111
 CU1111                          SUPERSEDED SURVEY CONTROL
 CU1111
 CU1111  NAD 83(1986)-  32 17 24.63432(N)    101 28 05.76079(W) AD(       ) 4
 CU1111  NAD 27      -  32 17 24.20599(N)    101 28 04.31263(W) AD(       ) 3
 CU1111
 CU1111.Superseded values are not recommended for survey control.
 CU1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1111.See file dsdata.txt to determine how the superseded data were derived.
 CU1111
 CU1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6756575276(NAD 83)
 CU1111_MARKER: 44 = MICROWAVE MAST
 CU1111
 CU1111  HISTORY     - Date     Condition        Report By
 CU1111  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1111  HISTORY     - 1979     GOOD             NGS
 CU1111
 CU1111                          STATION DESCRIPTION
 CU1111
 CU1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1111'BIG SPRING, COLORADO RIVER MUNICIPAL WATER DISTRICT MICROWAVE
 CU1111'MAST IS LOCATED ABOUT 3 MILES NORTHEAST OF BIG SPRING AND 1/4
 CU1111'MILE WEST OF THE JUNCTION OF STATE HIGHWAY 350 AND FARM ROAD 669.
 CU1111'
 CU1111'TO REACH FROM THE JUNCTION OF INTERSTATE 20 AND STATE HIGHWAY
 CU1111'350 IN BIG SPRING, GO NORTHEAST ON STATE HIGHWAY 350 FOR 1.8
 CU1111'MILES TO STATION ON LEFT.
 CU1111'
 CU1111'IS A LACED STEEL MAST PAINTED RED AND WHITE WITH TWO FANS ATOP
 CU1111'AND 140 FEET IN HEIGHT.
 CU1111'
 CU1111'POINT INTERSECTED, TOP AND CENTER.
 CU1111
 CU1111                          STATION RECOVERY (1979)
 CU1111
 CU1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CU1111'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CU1111'
 CU1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1111'3 MI NE OF BIG SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1102 ***********************************************************************
 CU1102  DESIGNATION -  BIG SPRINGS KWAB TV MW RELAY
 CU1102  PID         -  CU1102
 CU1102  STATE/COUNTY-  TX/HOWARD
 CU1102  USGS QUAD   -  BIG SPRING NORTH NE (1971)
 CU1102
 CU1102                         *CURRENT SURVEY CONTROL
 CU1102  ___________________________________________________________________
 CU1102* NAD 83(1993)-  32 25 28.68378(N)    101 18 13.60797(W)     ADJUSTED  
 CU1102* NAVD 88     -                                                        
 CU1102  ___________________________________________________________________
 CU1102  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CU1102  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CU1102
 CU1102  HORZ ORDER  -  THIRD
 CU1102
 CU1102.The horizontal coordinates were established by classical geodetic methods
 CU1102.and adjusted by the National Geodetic Survey in February 1996..
 CU1102
 CU1102
 CU1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1102
 CU1102.The geoid height was determined by GEOID03.
 CU1102
 CU1102;                    North         East     Units Scale Factor Converg.
 CU1102;SPC TXNC     - 2,087,570.598   336,339.538   MT  0.99993207   -1 31 45.0
 CU1102;SPC TXNC     - 6,848,971.20  1,103,473.97   sFT  0.99993207   -1 31 45.0
 CU1102;UTM  14      - 3,589,840.667   283,379.521   MT  1.00017868   -1 14 08.7
 CU1102
 CU1102                          SUPERSEDED SURVEY CONTROL
 CU1102
 CU1102  NAD 83(1986)-  32 25 28.68965(N)    101 18 13.59902(W) AD(       ) 4
 CU1102  NAD 27      -  32 25 28.27289(N)    101 18 12.15658(W) AD(       ) 3
 CU1102
 CU1102.Superseded values are not recommended for survey control.
 CU1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1102.See file dsdata.txt to determine how the superseded data were derived.
 CU1102
 CU1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA8338089841(NAD 83)
 CU1102_MARKER: 44 = MICROWAVE MAST
 CU1102
 CU1102  HISTORY     - Date     Condition        Report By
 CU1102  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1102  HISTORY     - 1979     GOOD             NGS
 CU1102
 CU1102                          STATION DESCRIPTION
 CU1102
 CU1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1102'STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF IRA, ABOUT 16
 CU1102'MILES NORTHEAST OF BIG SPRING AND IS ON THE EAST SIDE OF STATE
 CU1102'HIGHWAY 350.
 CU1102'
 CU1102'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 350 AND
 CU1102'FARM ROAD 820, GO NORTHEAST ON STATE HIGHWAY 350 FOR 2.3 MILES
 CU1102'TO THE STATION ON RIGHT.
 CU1102'
 CU1102'IT IS A STEEL MAST, PAINTED RED AND WHITE, HAS 2 FANS NEAR TOP
 CU1102'AND A RED LIGHT ON TOP.  POINT INTERSECTED WAS RED LIGHT ON TOP.
 CU1102'
 CU1102'STATION IS 220 FEET HIGH.
 CU1102
 CU1102                          STATION RECOVERY (1979)
 CU1102
 CU1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CU1102'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CU1102'
 CU1102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1102'EAST EDGE OF BIG SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1120 ***********************************************************************
 CU1120  DESIGNATION -  BIG SPRINGS MOBIL CO MICROWAVE
 CU1120  PID         -  CU1120
 CU1120  STATE/COUNTY-  TX/HOWARD
 CU1120  USGS QUAD   -  KNOTT SE (1966)
 CU1120
 CU1120                         *CURRENT SURVEY CONTROL
 CU1120  ___________________________________________________________________
 CU1120* NAD 83(1993)-  32 16 09.79812(N)    101 36 40.51717(W)     ADJUSTED  
 CU1120* NAVD 88     -                                                        
 CU1120  ___________________________________________________________________
 CU1120  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CU1120  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CU1120
 CU1120  HORZ ORDER  -  THIRD
 CU1120
 CU1120.The horizontal coordinates were established by classical geodetic methods
 CU1120.and adjusted by the National Geodetic Survey in February 1996..
 CU1120
 CU1120
 CU1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1120
 CU1120.The geoid height was determined by GEOID03.
 CU1120
 CU1120;                    North         East     Units Scale Factor Converg.
 CU1120;SPC TXNC     - 2,071,177.353   306,923.659   MT  0.99996510   -1 41 48.7
 CU1120;SPC TXNC     - 6,795,187.70  1,006,965.37   sFT  0.99996510   -1 41 48.7
 CU1120;UTM  14      - 3,573,289.682   254,040.017   MT  1.00034610   -1 23 41.5
 CU1120
 CU1120                          SUPERSEDED SURVEY CONTROL
 CU1120
 CU1120  NAD 83(1986)-  32 16 09.80366(N)    101 36 40.50908(W) AD(       ) 4
 CU1120  NAD 27      -  32 16 09.37772(N)    101 36 39.04978(W) AD(       ) 3
 CU1120
 CU1120.Superseded values are not recommended for survey control.
 CU1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1120.See file dsdata.txt to determine how the superseded data were derived.
 CU1120
 CU1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA5404073290(NAD 83)
 CU1120_MARKER: 44 = MICROWAVE MAST
 CU1120
 CU1120  HISTORY     - Date     Condition        Report By
 CU1120  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1120  HISTORY     - 1979     GOOD             NGS
 CU1120
 CU1120                          STATION DESCRIPTION
 CU1120
 CU1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1120'STATION IS A LACED STEEL MAST, PAINTED RED AND WHITE AND IS ABOUT
 CU1120'280 FEET HIGH.  THE POINT INTERSECTED WAS THE TOP-CENTER OF THE
 CU1120'MAST.
 CU1120'
 CU1120'IT IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF BIG SPRING, ALONG
 CU1120'HIGHWAY 176 AND IS ON THE PROPERTY OF THE MOBIL PIPELINE COMPANY.
 CU1120'
 CU1120'BIG SPRING, MOBIL PIPELINE COMPANY, MICROWAVE RELAY MAST.
 CU1120
 CU1120                          STATION RECOVERY (1979)
 CU1120
 CU1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CU1120'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CU1120'
 CU1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1120'7.5 MI NW OF BIG SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1112 ***********************************************************************
 CU1112  DESIGNATION -  BIG SPRINGS MUN TANK
 CU1112  PID         -  CU1112
 CU1112  STATE/COUNTY-  TX/HOWARD
 CU1112  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU1112
 CU1112                         *CURRENT SURVEY CONTROL
 CU1112  ___________________________________________________________________
 CU1112* NAD 83(1993)-  32 15 57.43749(N)    101 28 56.45630(W)     ADJUSTED  
 CU1112* NAVD 88     -                                                        
 CU1112  ___________________________________________________________________
 CU1112  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CU1112  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CU1112
 CU1112  HORZ ORDER  -  THIRD
 CU1112
 CU1112.The horizontal coordinates were established by classical geodetic methods
 CU1112.and adjusted by the National Geodetic Survey in February 1996..
 CU1112
 CU1112
 CU1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1112
 CU1112.The geoid height was determined by GEOID03.
 CU1112
 CU1112;                    North         East     Units Scale Factor Converg.
 CU1112;SPC TXNC     - 2,070,444.602   319,052.286   MT  0.99996591   -1 37 35.6
 CU1112;SPC TXNC     - 6,792,783.67  1,046,757.37   sFT  0.99996591   -1 37 35.6
 CU1112;UTM  14      - 3,572,620.509   266,176.508   MT  1.00027428   -1 19 32.9
 CU1112
 CU1112                          SUPERSEDED SURVEY CONTROL
 CU1112
 CU1112  NAD 83(1986)-  32 15 57.44371(N)    101 28 56.44792(W) AD(       ) 4
 CU1112  NAD 27      -  32 15 57.01438(N)    101 28 54.99857(W) AD(       ) 3
 CU1112
 CU1112.Superseded values are not recommended for survey control.
 CU1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1112.See file dsdata.txt to determine how the superseded data were derived.
 CU1112
 CU1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6617772621(NAD 83)
 CU1112_MARKER: 53 = ELEVATED TANK
 CU1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU1112+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 CU1112
 CU1112  HISTORY     - Date     Condition        Report By
 CU1112  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1112  HISTORY     - 1979     GOOD             NGS
 CU1112  HISTORY     - 20040827 GOOD             USPSQD
 CU1112
 CU1112                          STATION DESCRIPTION
 CU1112
 CU1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1112'LOCATED IN THE NORTH EDGE OF BIG SPRING JUST NORTH OF INTERSTATE
 CU1112'HIGHWAY 20.
 CU1112'
 CU1112'IS A STEEL TANK, SUPPORTED BY FOUR STEEL LEGS, PAINTED SILVER
 CU1112'AND 110 FEET IN HEIGHT.
 CU1112'
 CU1112'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE
 CU1112'HIGHWAY 350 IN BIG SPRING, GO WEST ON ACCESS ROAD FOR 0.5 MILE
 CU1112'TO STATION ON RIGHT.
 CU1112'
 CU1112'POINT INTERSECTED, TOP AND CENTER.
 CU1112
 CU1112                          STATION RECOVERY (1979)
 CU1112
 CU1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CU1112'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CU1112'
 CU1112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1112'BIG SPRING.
 CU1112
 CU1112                          STATION RECOVERY (2004)
 CU1112
 CU1112'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 CU1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1095 ***********************************************************************
 CU1095  DESIGNATION -  BIG SPRINGS TEX ELEC SERV MAST
 CU1095  PID         -  CU1095
 CU1095  STATE/COUNTY-  TX/HOWARD
 CU1095  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU1095
 CU1095                         *CURRENT SURVEY CONTROL
 CU1095  ___________________________________________________________________
 CU1095* NAD 83(1993)-  32 13 21.48940(N)    101 27 33.84858(W)     ADJUSTED  
 CU1095* NAVD 88     -                                                        
 CU1095  ___________________________________________________________________
 CU1095  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 CU1095  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CU1095
 CU1095  HORZ ORDER  -  THIRD
 CU1095
 CU1095.The horizontal coordinates were established by classical geodetic methods
 CU1095.and adjusted by the National Geodetic Survey in February 1996..
 CU1095
 CU1095
 CU1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1095
 CU1095.The geoid height was determined by GEOID03.
 CU1095
 CU1095;                    North         East     Units Scale Factor Converg.
 CU1095;SPC TXNC     - 2,065,581.835   321,078.061   MT  0.99997646   -1 36 50.5
 CU1095;SPC TXNC     - 6,776,829.74  1,053,403.61   sFT  0.99997646   -1 36 50.5
 CU1095;UTM  14      - 3,567,767.023   268,228.447   MT  1.00026250   -1 18 43.1
 CU1095
 CU1095                          SUPERSEDED SURVEY CONTROL
 CU1095
 CU1095  NAD 83(1986)-  32 13 21.49543(N)    101 27 33.84023(W) AD(       ) 4
 CU1095  NAD 27      -  32 13 21.05891(N)    101 27 32.39564(W) AD(       ) 3
 CU1095
 CU1095.Superseded values are not recommended for survey control.
 CU1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1095.See file dsdata.txt to determine how the superseded data were derived.
 CU1095
 CU1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6822867767(NAD 83)
 CU1095
 CU1095  HISTORY     - Date     Condition        Report By
 CU1095  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1095
 CU1095                          STATION DESCRIPTION
 CU1095
 CU1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1095'BIG SPRING, TEXAS ELECTRIC SERVICE COMPANY MAST IS LOCATED ABOUT
 CU1095'3 MILES SOUTH OF BIG SPRING ON A HIGH RIDGE THAT HAS SEVERAL
 CU1095'MASTS.  IT IS THE ONLY MAST THAT HAS FANS ATOP IN THE IMMEDIATE
 CU1095'VICINITY.
 CU1095'
 CU1095'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM ROAD
 CU1095'700, GO SOUTH ON U.S. HIGHWAY 87 FOR 1 MILE TO A SIDE ROAD LEFT,
 CU1095'TURN LEFT FOR 0.05 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 CU1095'EAST FOR 0.8 MILE TO GATE, PASS THROUGH GATE, BEAR LEFT ON
 CU1095'TRACK ROAD AND GO 0.5 MILE TO TOP OF RIDGE AND STATION.
 CU1095'
 CU1095'IS A LACED STEEL MAST, PAINTED RED AND WHITE, TWO FANS ATOP
 CU1095'AND APPROXIMATELY 140 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1110 ***********************************************************************
 CU1110  DESIGNATION -  BIG SPRINGS TV STA KWAB MAST
 CU1110  PID         -  CU1110
 CU1110  STATE/COUNTY-  TX/HOWARD
 CU1110  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU1110
 CU1110                         *CURRENT SURVEY CONTROL
 CU1110  ___________________________________________________________________
 CU1110* NAD 83(1993)-  32 15 14.31785(N)    101 26 45.06973(W)     ADJUSTED  
 CU1110* NAVD 88     -                                                        
 CU1110  ___________________________________________________________________
 CU1110  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 CU1110  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CU1110
 CU1110  HORZ ORDER  -  THIRD
 CU1110
 CU1110.The horizontal coordinates were established by classical geodetic methods
 CU1110.and adjusted by the National Geodetic Survey in February 1996..
 CU1110
 CU1110
 CU1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1110
 CU1110.The geoid height was determined by GEOID03.
 CU1110
 CU1110;                    North         East     Units Scale Factor Converg.
 CU1110;SPC TXNC     - 2,069,019.941   322,452.216   MT  0.99996877   -1 36 23.9
 CU1110;SPC TXNC     - 6,788,109.59  1,057,911.98   sFT  0.99996877   -1 36 23.9
 CU1110;UTM  14      - 3,571,213.297   269,584.883   MT  1.00025476   -1 18 21.1
 CU1110
 CU1110                          SUPERSEDED SURVEY CONTROL
 CU1110
 CU1110  NAD 83(1986)-  32 15 14.32384(N)    101 26 45.06134(W) AD(       ) 4
 CU1110  NAD 27      -  32 15 13.89557(N)    101 26 43.61666(W) AD(       ) 3
 CU1110
 CU1110.Superseded values are not recommended for survey control.
 CU1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1110.See file dsdata.txt to determine how the superseded data were derived.
 CU1110
 CU1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6958571213(NAD 83)
 CU1110_MARKER: 42 = RADIO/TV MAST
 CU1110
 CU1110  HISTORY     - Date     Condition        Report By
 CU1110  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1110
 CU1110                          STATION DESCRIPTION
 CU1110
 CU1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1110'BIG SPRINGS, KWAB TELEVISION CHANNEL 4 MAST IS LOCATED IN THE
 CU1110'EAST EDGE OF BIG SPRING ABOUT 1 MILE NORTHWEST OF THE JUNCTION
 CU1110'OF INTERSTATE HIGHWAY 20 AND U.S. HIGHWAY 80 BUSINESS.
 CU1110'
 CU1110'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS AND STATE
 CU1110'HIGHWAY 350, GO EAST ON U.S. HIGHWAY 80 FOR 1 MILE TO BIRDWELL
 CU1110'LN, TURN RIGHT AND GO 0.3 MILE TO KENTUCKY WAY, TURN LEFT AND
 CU1110'GO 0.5 MILE TO STATION ON RIGHT.
 CU1110'
 CU1110'IS STEEL LACED MAST PAINTED RED AND WHITE, RED LIGHT ATOP,
 CU1110'FAN ABOUT MIDWAY AND 497 FEET IN HEIGHT.
 CU1110'
 CU1110'POINT INTERSECTED, TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1096 ***********************************************************************
 CU1096  DESIGNATION -  BIG SPRINGS VA HOSP TANK
 CU1096  PID         -  CU1096
 CU1096  STATE/COUNTY-  TX/HOWARD
 CU1096  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU1096
 CU1096                         *CURRENT SURVEY CONTROL
 CU1096  ___________________________________________________________________
 CU1096* NAD 83(1993)-  32 13 51.97843(N)    101 28 33.09436(W)     ADJUSTED  
 CU1096* NAVD 88     -                                                        
 CU1096  ___________________________________________________________________
 CU1096  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CU1096  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CU1096
 CU1096  HORZ ORDER  -  THIRD
 CU1096
 CU1096.The horizontal coordinates were established by classical geodetic methods
 CU1096.and adjusted by the National Geodetic Survey in February 1996..
 CU1096
 CU1096
 CU1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1096
 CU1096.The geoid height was determined by GEOID03.
 CU1096
 CU1096;                    North         East     Units Scale Factor Converg.
 CU1096;SPC TXNC     - 2,066,564.404   319,553.996   MT  0.99997436   -1 37 22.9
 CU1096;SPC TXNC     - 6,780,053.38  1,048,403.40   sFT  0.99997436   -1 37 22.9
 CU1096;UTM  14      - 3,568,741.829   266,698.778   MT  1.00027127   -1 19 15.8
 CU1096
 CU1096                          SUPERSEDED SURVEY CONTROL
 CU1096
 CU1096  NAD 83(1986)-  32 13 51.98446(N)    101 28 33.08593(W) AD(       ) 4
 CU1096  NAD 27      -  32 13 51.54825(N)    101 28 31.63981(W) AD(       ) 3
 CU1096
 CU1096.Superseded values are not recommended for survey control.
 CU1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1096.See file dsdata.txt to determine how the superseded data were derived.
 CU1096
 CU1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6669968742(NAD 83)
 CU1096_MARKER: 53 = ELEVATED TANK
 CU1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU1096+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 CU1096
 CU1096  HISTORY     - Date     Condition        Report By
 CU1096  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1096  HISTORY     - 1979     GOOD             NGS
 CU1096  HISTORY     - 20040827 GOOD             USPSQD
 CU1096
 CU1096                          STATION DESCRIPTION
 CU1096
 CU1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1096'BIG SPRING, VETERANS ADMINISTRATION HOSPITAL WATER TANK IS
 CU1096'LOCATED ABOUT 1/10 MILE NORTHWEST OF THE BIG SPRINGS VETERAN
 CU1096'HOSPITAL WHICH IS AT THE JUNCTION OF STATE HIGHWAY 87 AND
 CU1096'FARM ROAD 700 IN THE SOUTHWEST PART OF BIG SPRING.
 CU1096'
 CU1096'IS A STEEL TANK SUPPORTED BY 6 STEEL LEGS, PAINTED SILVER AND 125
 CU1096'FEET IN HEIGHT.
 CU1096'
 CU1096'POINT INTERSECTED, TOP AND CENTER.
 CU1096
 CU1096                          STATION RECOVERY (1979)
 CU1096
 CU1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CU1096'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CU1096'
 CU1096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1096'SW SECTION OF BIG SPRING.
 CU1096
 CU1096                          STATION RECOVERY (2004)
 CU1096
 CU1096'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 CU1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0757 ***********************************************************************
 AO0757  DESIGNATION -  BIG WELLS MUN TANK
 AO0757  PID         -  AO0757
 AO0757  STATE/COUNTY-  TX/DIMMIT
 AO0757  USGS QUAD   -  BIG WELLS (1972)
 AO0757
 AO0757                         *CURRENT SURVEY CONTROL
 AO0757  ___________________________________________________________________
 AO0757* NAD 83(1993)-  28 34 32.02262(N)    099 34 16.56889(W)     ADJUSTED  
 AO0757* NAVD 88     -                                                        
 AO0757  ___________________________________________________________________
 AO0757  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AO0757  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AO0757
 AO0757  HORZ ORDER  -  THIRD
 AO0757
 AO0757.The horizontal coordinates were established by classical geodetic methods
 AO0757.and adjusted by the National Geodetic Survey in February 1996..
 AO0757
 AO0757
 AO0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0757
 AO0757.The geoid height was determined by GEOID03.
 AO0757
 AO0757;                    North         East     Units Scale Factor Converg.
 AO0757;SPC TXSC     - 4,082,397.494   544,113.287   MT  0.99995038   -0 16 47.5
 AO0757;SPC TXSC     -13,393,665.78  1,785,145.01   sFT  0.99995038   -0 16 47.5
 AO0757;UTM  14      - 3,161,096.208   444,132.141   MT  0.99963852   -0 16 23.7
 AO0757
 AO0757                          SUPERSEDED SURVEY CONTROL
 AO0757
 AO0757  NAD 83(1986)-  28 34 32.02011(N)    099 34 16.54657(W) AD(       ) 4
 AO0757  NAD 27      -  28 34 31.08248(N)    099 34 15.37907(W) AD(       ) 3
 AO0757
 AO0757.Superseded values are not recommended for survey control.
 AO0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0757.See file dsdata.txt to determine how the superseded data were derived.
 AO0757
 AO0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS4413261096(NAD 83)
 AO0757_MARKER: 53 = ELEVATED TANK
 AO0757
 AO0757  HISTORY     - Date     Condition        Report By
 AO0757  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0757
 AO0757                          STATION DESCRIPTION
 AO0757
 AO0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0757'THE STATION, BIG WELLS MUNICIPAL TANK IS THE FINIAL ATOP AN
 AO0757'ELEVATED TANK THAT IS PAINTED SILVER.  IT IS SUPPORTED BY 4 LEGS, IS
 AO0757'APPROXIMATELY 125 FEET HIGH AND IS OWNED BY THE CITY OF BIG WELLS.
 AO0757'
 AO0757'THE STATION IS LOCATED 0.2 MILE NORTHWEST OF THE JUNCTION OF STATE
 AO0757'HIGHWAY 85 AND FARM ROAD 1867 IN BIG WELLS.
 AO0757'
 AO0757'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 AND FARM
 AO0757'ROAD 1867 IN BIG WELLS, GO NORTH ON ROAD 1867 FOR 0.15 MILE TO A
 AO0757'CROSS - STREET.  TURN LEFT AND GO WEST ON GRAVELED STREET FOR 0.1
 AO0757'MILE TO THE STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0992 ***********************************************************************
 CB0992  DESIGNATION -  BIGBY RESET
 CB0992  PID         -  CB0992
 CB0992  STATE/COUNTY-  TX/GLASSCOCK
 CB0992  USGS QUAD   -  BIGBY CORNER (1973)
 CB0992
 CB0992                         *CURRENT SURVEY CONTROL
 CB0992  ___________________________________________________________________
 CB0992* NAD 83(1993)-  31 39 45.92269(N)    101 42 25.37810(W)     ADJUSTED  
 CB0992* NAVD 88     -       825.1    (meters)    2707.     (feet)  VERTCON   
 CB0992  ___________________________________________________________________
 CB0992  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 CB0992  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CB0992
 CB0992  HORZ ORDER  -  FIRST
 CB0992
 CB0992.The horizontal coordinates were established by classical geodetic methods
 CB0992.and adjusted by the National Geodetic Survey in February 1996..
 CB0992
 CB0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0992
 CB0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0992
 CB0992.The geoid height was determined by GEOID03.
 CB0992
 CB0992;                    North         East     Units Scale Factor Converg.
 CB0992;SPC TX C     - 3,222,087.114   569,730.435   MT  0.99994819   -0 42 27.2
 CB0992;SPC TX C     -10,571,130.81  1,869,190.60   sFT  0.99994819   -0 42 27.2
 CB0992;UTM  14      - 3,506,240.040   243,330.050   MT  1.00041260   -1 25 18.3
 CB0992
 CB0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0992!SPC TX C     -   0.99987428  x   0.99994819  =   0.99982247
 CB0992!UTM  14      -   0.99987428  x   1.00041260  =   1.00028682
 CB0992
 CB0992:                Primary Azimuth Mark                     Grid Az
 CB0992:SPC TX C     -  SHELL PUMPING STA WATER TK               044 56 29.3
 CB0992:UTM  14      -  SHELL PUMPING STA WATER TK               045 39 20.4
 CB0992
 CB0992|---------------------------------------------------------------------|
 CB0992| PID    Reference Object                     Distance      Geod. Az  |
 CB0992|                                                           dddmmss.s |
 CB0992| CB0988 SHELL PUMPING STA WATER TK          APPROX.24.1 KM 0441402.1 |
 CB0992| CB0989 SHELL PUMPING STA STORAGE TK        APPROX.24.1 KM 0443650.6 |
 CB0992| CH9950 WINDMILL BY LONE TREE POND                         0630716.1 |
 CB0992| CH8405 BIGBY RM 1 AZIMUTH                                 07803     |
 CB0992| CH9948 HENDERSON WINDMILL                                 1781133.7 |
 CB0992| CH8406 BIGBY RM 2                           25.340 METERS 33330     |
 CB0992|---------------------------------------------------------------------|
 CB0992
 CB0992                          SUPERSEDED SURVEY CONTROL
 CB0992
 CB0992  NAD 83(1986)-  31 39 45.92860(N)    101 42 25.36564(W) AD(       ) 1
 CB0992  NAD 27      -  31 39 45.43300(N)    101 42 23.92000(W) AD(       ) 1
 CB0992  NGVD 29 (07/19/86)  824.8    (m)         2706.     (f) VERT ANG       
 CB0992
 CB0992.Superseded values are not recommended for survey control.
 CB0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0992.See file dsdata.txt to determine how the superseded data were derived.
 CB0992
 CB0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA4333006240(NAD 83)
 CB0992_MARKER: DS = TRIANGULATION STATION DISK
 CB0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0992_SP_SET: SET INTO TOP OF CONCRETE POST
 CB0992_STAMPING: BIGBY 1932 1973
 CB0992_PROJECTION: RECESSED 60 CENTIMETERS
 CB0992
 CB0992  HISTORY     - Date     Condition        Report By
 CB0992  HISTORY     - 1973     MONUMENTED       NGS
 CB0992
 CB0992                          STATION DESCRIPTION
 CB0992
 CB0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CB0992'THE SURFACE AND SUB-SURFACE STATION MARKS WERE FOUND IN GOOD
 CB0992'CONDITION.  REFERENCE MARK NO. 1 (AZ MK) WAS FOUND PUSHED OVER,
 CB0992'APPARENTLY DURING FARMING OPERATIONS, THE DISK WAS REMOVED
 CB0992'AT THIS TIME.  REFERENCE MARK NO. 2 WAS NOT RECOVERED, SOME
 CB0992'PIECES OF CONCRETE AND A HOLE IN THE GROUND WERE FOUND AT THE
 CB0992'APPROXIMATE LOCATION OF THE MARK.  THE STATION IS IN A
 CB0992'CULTIVATED FIELD AND WAS IN THE WAY OF FARMING OPERATIONS,
 CB0992'THEREFORE THE 2 STATION MARKS WERE REMOVED AND A NEW
 CB0992'SUB-SURFACE STATION MARK LOWERED VERTICALLY, ANOTHER STATION
 CB0992'MARK WAS PLUMBED OVER IT AT 24-INCHES BELOW GROUND LEVEL.
 CB0992'REFERENCE MARKS NO. 3 AND NO. 4 WERE SET ON THE
 CB0992'NORTH-SOUTH ROAD RIGHT-OF-WAY, AND OBSERVATIONS TAKEN
 CB0992'AT BOTH MARKS TO AID IN RECOVERY OF THE STATION MARK.  AN
 CB0992'AZIMUTH MARK WAS NOT SET AS THERE WERE NO OTHER STATIONS
 CB0992'VISIBLE.
 CB0992'
 CB0992'A NEW DESCRIPTION FOLLOWS--
 CB0992'
 CB0992'THE STATION IS LOCATED ABOUT 30 MILES SOUTHEAST OF MIDLAND,
 CB0992'20 MILES SOUTHWEST OF GARDEN CITY, 10 MILES WEST OF ST. LAWRENCE,
 CB0992'AND 8 MILES EAST-NORTHEAST OF MIDKIFF, ALONG THE EAST SIDE
 CB0992'OF A GRADED ROAD, AND JUST NORTH OF THE ABANDONED SITE OF
 CB0992'A TIDEWATER OIL CO. CAMP, IN A CULTIVATED FIELD ON PROPERTY OF
 CB0992'THE WILDE ESTATE AND FARMED BY MR. A.W. SCHRAEDOR OF ST.
 CB0992'LAWRENCE.  A RECENT SURVEY FOR A PROPOSED EAST-WEST ROAD HAS
 CB0992'RESULTED IN THE DETERMINATION THAT THE SECTION LINE IS NORTH OF
 CB0992'THE STATION, THUS PLACING THE STATION IN THE NW CORNER OF
 CB0992'SEC. 20, BLOCK 36, T 5 S, INSTEAD OF BEING IN THE SW
 CB0992'CORNER OF SEC. 17, AS ORIGINALLY DESCRIBED.
 CB0992'
 CB0992'TO REACH THE STATION FROM THE CENTRAL PART OF MIDKIFF, GO
 CB0992'EAST ON FARM ROAD 2401 FOR 4.4 MILES TO THE EL PASO NAT. GAS
 CB0992'CO. MIDKIFF PLANT ON THE RIGHT, CONTINUE EAST FOR 1.6 MILES
 CB0992'TO THE T JUNCTION WITH FARM ROAD 1357 TURN LEFT AND GO
 CB0992'NORTH-NORTHWEST FOR 2.0 MILES TO A CROSSROAD INTERSECTION WITH
 CB0992'A GRADED ROAD LEFT AND A PAVED ROAD RIGHT, TURN RIGHT AND GO
 CB0992'EASTERLY 2.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 CB0992'SOUTH ON A GRADED ROAD FOR 2.1 MILES TO A CATTLE GUARD AND
 CB0992'REFERENCE MARK NO. 3 ON THE LEFT, AND THE STATION MARK IN THE
 CB0992'FIELD TO THE EAST AS DESCRIBED.
 CB0992'
 CB0992'THE STATION MARKS ARE STANDARD DISKS STAMPED BIGBY 1932 1973,
 CB0992'THE SUB-SURFACE MARK IS 42-INCHES BELOW THE SURFACE, THE TOP
 CB0992'MARK IS SET IN A ROUND CONCRETE MONUMENT 30-INCHES IN DIAMETER
 CB0992'AND 24-INCHES BELOW THE GROUND SURFACE.  THEY ARE 610 FEET
 CB0992'SOUTH OF THE CENTER OF THE PROPOSED EAST-WEST ROAD, 595 FEET
 CB0992'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 560 FEET EAST
 CB0992'OF THE EAST R.O.W. FENCE, 295 FEET WEST OF A POWER POLE WITH
 CB0992'A GUY WIRE (SECOND POLE EAST OF THE ROAD), 183 FEET NORTHEAST
 CB0992'OF THE FIRST POWER POLE EAST OF THE ROAD, AND 54 FEET NORTH OF
 CB0992'THE EXISTING FENCE ALONG THE NORTH SIDE OF THE OIL CO. CAMP.
 CB0992'
 CB0992'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BIGBY 1932
 CB0992'NO 3 1973, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 CB0992'12-INCHES.  IT IS 69 FEET SOUTH OF THE GATE AT THE JOG IN THE
 CB0992'FENCE, 48 FEET EAST OF THE CENTER OF THE GRADED ROAD, 16.5
 CB0992'FEET NORTH OF THE CENTER OF THE CATTLE GUARD, 1-FOOT WEST OF
 CB0992'A FENCE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 CB0992'
 CB0992'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BIGBY 1932
 CB0992'NO 4 1973, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 CB0992'10-INCHES.  IT IS 352 FEET NORTH OF THE JOG IN THE FENCE,
 CB0992'312 FEET SOUTH OF THE PROPOSED EAST-WEST ROAD (CENTER), 34 FEET
 CB0992'EAST OF THE CENTER OF THE GRADED ROAD, 4.5 FEET SOUTH OF A
 CB0992'TELEPHONE POLE, 1 FOOT WEST OF A FENCE, AND 2.0 FEET NORTHWEST
 CB0992'OF A METAL WITNESS POST.
 CB0992'
 CB0992'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 CB0992'ENE OF MIDKIFF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1146 ***********************************************************************
 DN1146  DESIGNATION -  BIGGERS
 DN1146  PID         -  DN1146
 DN1146  STATE/COUNTY-  TX/COLLIN
 DN1146  USGS QUAD   -  MC KINNEY EAST (1973)
 DN1146
 DN1146                         *CURRENT SURVEY CONTROL
 DN1146  ___________________________________________________________________
 DN1146* NAD 83(1993)-  33 11 26.01815(N)    096 32 58.02228(W)     ADJUSTED  
 DN1146* NAVD 88     -       182.6    (meters)     599.     (feet)  GPS OBS   
 DN1146  ___________________________________________________________________
 DN1146  X           -    -609,433.868 (meters)                     COMP
 DN1146  Y           -  -5,308,196.169 (meters)                     COMP
 DN1146  Z           -   3,471,750.197 (meters)                     COMP
 DN1146  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DN1146  ELLIP HEIGHT-         157.06  (meters)          (10/24/00) GPS OBS
 DN1146  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DN1146
 DN1146  HORZ ORDER  -  B
 DN1146  ELLP ORDER  -  FOURTH    CLASS II
 DN1146
 DN1146.This mark is at Mckinney Muni (TKI) Airport (TKI)
 DN1146
 DN1146.The horizontal coordinates were established by GPS observations
 DN1146.and adjusted by the National Geodetic Survey in February 1996..
 DN1146
 DN1146.The orthometric height was determined by GPS observations and a
 DN1146.high-resolution geoid model.
 DN1146
 DN1146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1146
 DN1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1146
 DN1146.The ellipsoidal height was determined by GPS observations
 DN1146.and is referenced to NAD 83.
 DN1146
 DN1146.The geoid height was determined by GEOID03.
 DN1146
 DN1146;                    North         East     Units Scale Factor Converg.
 DN1146;SPC TXNC     - 2,170,672.917   781,859.159   MT  0.99987555   +1 03 49.7
 DN1146;SPC TXNC     - 7,121,616.06  2,565,149.59   sFT  0.99987555   +1 03 49.7
 DN1146;UTM  14      - 3,675,088.282   728,454.864   MT  1.00024354   +1 20 31.5
 DN1146
 DN1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1146!SPC TXNC     -   0.99997534  x   0.99987555  =   0.99985090
 DN1146!UTM  14      -   0.99997534  x   1.00024354  =   1.00021888
 DN1146
 DN1146|---------------------------------------------------------------------|
 DN1146| PID    Reference Object                     Distance      Geod. Az  |
 DN1146|                                                           dddmmss.s |
 DN1146| CX9741 BIGGERS RM 1                         25.940 METERS 11025     |
 DN1146| CX9740 BIGGERS AZ MK                                      1213602.7 |
 DN1146| DN1148 MC KINNEY TEX TEXTILE MILL STK      APPROX. 5.8 KM 2631703.1 |
 DN1146| DN1152 MC KINNEY MUN STANDPIPE             APPROX. 6.1 KM 2704556.8 |
 DN1146| CX9742 BIGGERS RM 2                         25.125 METERS 30925     |
 DN1146|---------------------------------------------------------------------|
 DN1146
 DN1146                          SUPERSEDED SURVEY CONTROL
 DN1146
 DN1146  ELLIP H (02/20/96)  157.13   (m)                       GP(       ) 1 1
 DN1146  NAD 83(1993)-  33 11 26.02272(N)    096 32 58.01530(W) AD(       ) 3
 DN1146  NAD 83(1993)-  33 11 26.02510(N)    096 32 58.00998(W) AD(       ) 3
 DN1146  NAD 83(1986)-  33 11 26.02899(N)    096 32 58.00192(W) AD(       ) 3
 DN1146  NAD 27      -  33 11 25.61300(N)    096 32 57.04000(W) AD(       ) 3
 DN1146
 DN1146.Superseded values are not recommended for survey control.
 DN1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1146.See file dsdata.txt to determine how the superseded data were derived.
 DN1146
 DN1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2845575088(NAD 83)
 DN1146_MARKER: DS = TRIANGULATION STATION DISK
 DN1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1146_STAMPING: BIGGERS 1950
 DN1146_MARK LOGO: CGS   
 DN1146_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1146+STABILITY: SURFACE MOTION
 DN1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1146+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1995
 DN1146
 DN1146  HISTORY     - Date     Condition        Report By
 DN1146  HISTORY     - 1950     MONUMENTED       CGS
 DN1146  HISTORY     - 1955     GOOD             TXHD
 DN1146  HISTORY     - 1959     GOOD             CGS
 DN1146  HISTORY     - 19910716 GOOD             USPSQD
 DN1146  HISTORY     - 19950206 GOOD             NGS
 DN1146
 DN1146                          STATION DESCRIPTION
 DN1146
 DN1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CL)
 DN1146'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF MC KINNEY,
 DN1146'3.0 MILES WEST-NORTHWEST OF PRINCETON AND 0.1 MILE WEST OF A
 DN1146'SMALL STORE.  IT IS 74 FEET NORTH OF THE CENTERLINE OF STATE
 DN1146'HIGHWAY 24, 34 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE
 DN1146'AND 17.6 FEET SOUTH OF THE FENCE.  THE MARK IS FLUSH WITH THE
 DN1146'SURFACE OF THE GROUND AND THE DISK IS STAMPED BIGGERS 1950.
 DN1146'
 DN1146'REFERENCE MARK NO. 1 IS 83 FEET NORTH OF THE CENTERLINE OF
 DN1146'THE HIGHWAY AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 DN1146'2 INCHES AND THE DISK IS STAMPED BIGGERS NO 1 1950.
 DN1146'
 DN1146'REFERENCE MARK NO. 2 IS 89.9 FEET NORTH OF THE CENTERLINE OF
 DN1146'THE HIGHWAY AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 DN1146'4 INCHES AND THE DISK IS STAMPED BIGGERS NO 2 1950.
 DN1146'
 DN1146'AZIMUTH MARK IS ABOUT 0.35 MILE SOUTHEAST OF THE STATION,
 DN1146'59.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET WEST
 DN1146'OF A RIGHT-OF-WAY POST AND 2.8 FEET NORTH OF THE FENCE.
 DN1146'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BIGGERS 1950.
 DN1146'
 DN1146'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 75 AND STATE
 DN1146'HIGHWAY 24 AT THE NORTH EDGE OF MC KINNEY, GO EAST ON HIGHWAY
 DN1146'24 FOR 4.2 MILES TO THE STATION ON THE LEFT SIDE OF ROAD.
 DN1146'
 DN1146'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 DN1146'0.35 MILE TO THE MARK ON THE RIGHT.
 DN1146'
 DN1146'A 64 FT. SIGNAL AT HEARD 1935 IS VISIBLE AT 37 FT.
 DN1146'
 DN1146'A 90 FT. SIGNAL AT LUCAS IS VISIBLE AT 37 FT.
 DN1146'
 DN1146'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1146
 DN1146                          STATION RECOVERY (1955)
 DN1146
 DN1146'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1146'STATION RECOVERED.  STATION IS 71.7 FT NORTH OF CENTERLINE
 DN1146'OF SH 24 AND .115 MILE WEST OF COUNTY ROAD GOING SOUTH TO LOWEY
 DN1146'CROSSING AT MILLIGAN.
 DN1146
 DN1146                          STATION RECOVERY (1959)
 DN1146
 DN1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ELJ)
 DN1146'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 DN1146'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 DN1146'SITE ARE CORRECT.
 DN1146
 DN1146                          STATION RECOVERY (1991)
 DN1146
 DN1146'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN1146'RECOVERED IN GOOD CONDITION.
 DN1146
 DN1146                          STATION RECOVERY (1995)
 DN1146
 DN1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DN1146'THE STATION IS LOCATED ABOUT 48 KM (29.80 MI) SOUTH OF SHERMAN, 35 KM
 DN1146'(21.75 MI) NORTH OF DALLAS, 6 KM (3.70 MI) EAST OF MCKINNEY, ON TOP OF
 DN1146'A GRASS CUTBANK, JUST WEST OF A SMALL CAR DEALERSHIP AND IN THE
 DN1146'RIGHT-OF-WAY.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.  TO
 DN1146'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 380 AND STATE HIGHWAY 5 AT
 DN1146'THE NORTH SIDE OF MCKINNEY, GO EAST-SOUTHEAST ON HIGHWAY 380 FOR 3.49
 DN1146'KM (2.15 MI) TO FARM ROAD 1847 ON THE LEFT.  CONTINUE AHEAD,
 DN1146'EAST-SOUTHEAST, ON HIGHWAY 380 FOR 2.89 KM (1.80 MI) TO THE STATION ON
 DN1146'THE LEFT ON TOP OF A CUTBANK.  STATION IS IN THE TOP OF A 30 CM ROUND
 DN1146'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 21.7 M (71.2 FT)
 DN1146'EAST-NORTHEAST OF, AND ABOUT 3 M (9.8 FT) HIGHER THAN THE CENTER OF
 DN1146'HIGHWAY 380, 10.6 M (34.8 FT) SOUTHEAST OF POWER POLE NUMBER T 49 SPC
 DN1146'580, 6.8 M (22.3 FT) SOUTHWEST OF A 0.4 M (1.3 FT) TALL CONCRETE
 DN1146'RIGHT-OF-WAY MARKER, AND 0.3 M (1.0 FT) SOUTH-SOUTHEAST OF A PLASTIC
 DN1146'WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0102 ***********************************************************************
 CE0102  DESIGNATION -  BIGGS
 CE0102  PID         -  CE0102
 CE0102  STATE/COUNTY-  TX/EL PASO
 CE0102  USGS QUAD   -  EL PASO (1997)
 CE0102
 CE0102                         *CURRENT SURVEY CONTROL
 CE0102  ___________________________________________________________________
 CE0102* NAD 83(1993)-  31 50 01.95542(N)    106 23 09.37708(W)     ADJUSTED  
 CE0102* NAVD 88     -      1194.932  (meters)    3920.37   (feet)  POSTED    
 CE0102  ___________________________________________________________________
 CE0102  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CE0102  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0102  DYNAMIC HT  -        1193.110 (meters)    3914.40  (feet)  COMP
 CE0102  MODELED GRAV-     979,072.0   (mgal)                       NAVD 88
 CE0102
 CE0102  HORZ ORDER  -  SECOND
 CE0102  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CE0102
 CE0102.The horizontal coordinates were established by classical geodetic methods
 CE0102.and adjusted by the National Geodetic Survey in February 1996..
 CE0102
 CE0102.The orthometric height was determined by differential leveling
 CE0102.and adjusted by the National Geodetic Survey in 1992..
 CE0102.No vertical observational check was made to the station.
 CE0102.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CE0102.was located on a no-check spur therefore a value was not computed.
 CE0102
 CE0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0102
 CE0102.The geoid height was determined by GEOID03.
 CE0102
 CE0102.The dynamic height is computed by dividing the NAVD 88
 CE0102.geopotential number by the normal gravity value computed on the
 CE0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0102.degrees latitude (g = 980.6199 gals.).
 CE0102
 CE0102.The modeled gravity was interpolated from observed gravity values.
 CE0102
 CE0102;                    North         East     Units Scale Factor Converg.
 CE0102;SPC TX C     - 3,255,839.558   127,331.626   MT  0.99998709   -3 07 02.8
 CE0102;SPC TX C     -10,681,866.95    417,753.84   sFT  0.99998709   -3 07 02.8
 CE0102;UTM  13      - 3,522,859.159   368,849.544   MT  0.99981213   -0 43 52.1
 CE0102
 CE0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0102!SPC TX C     -   0.99981619  x   0.99998709  =   0.99980328
 CE0102!UTM  13      -   0.99981619  x   0.99981213  =   0.99962836
 CE0102
 CE0102:                Primary Azimuth Mark                     Grid Az
 CE0102:SPC TX C     -  BIGGS AZ MK                              013 00 02.4
 CE0102:UTM  13      -  BIGGS AZ MK                              010 36 51.7
 CE0102
 CE0102|---------------------------------------------------------------------|
 CE0102| PID    Reference Object                     Distance      Geod. Az  |
 CE0102|                                                           dddmmss.s |
 CE0102| CC6093 BIGGS AZ MK                                        0095259.6 |
 CE0102| CC6094 BIGGS RM 1                           21.930 METERS 15720     |
 CE0102| CE0549 EL PASO BIGGS FIELD WATER TANK      372.213 METERS 17026     |
 CE0102| CE0543 EL PASO MUN APT CONTROL TOWER       APPROX. 3.9 KM 1934443.3 |
 CE0102| CE0555 EL PASE FORT BLISS NEW SECTION TANK APPROX. 5.5 KM 2300354.5 |
 CE0102| CE0578 EL PASO FORT BLISS OLD SECTION TANK APPROX. 5.3 KM 2395615.1 |
 CE0102| CE0571 EL PASO FT BLISS STA HOSP STK       APPROX. 2.5 KM 2462054.0 |
 CE0102| CE0564 EL PASO BIGGS FLD CONTROL TWR        17.104 METERS 27004     |
 CE0102| CE0103 BIGGS RM 2                           28.738 METERS 29325     |
 CE0102| CE0547 EL PASO NAT GAS STA 3 WATER TK      APPROX. 4.0 KM 3203401.8 |
 CE0102|---------------------------------------------------------------------|
 CE0102
 CE0102                          SUPERSEDED SURVEY CONTROL
 CE0102
 CE0102  NAD 83(1993)-  31 50 01.95720(N)    106 23 09.37646(W) AD(       ) 2
 CE0102  NAD 83(1986)-  31 50 01.95921(N)    106 23 09.37558(W) AD(       ) 2
 CE0102  NAD 27      -  31 50 01.57100(N)    106 23 07.42800(W) AD(       ) 2
 CE0102  NGVD 29 (??/??/92) 1194.406  (m)         3918.65   (f) ADJ UNCH    1 2
 CE0102
 CE0102.Superseded values are not recommended for survey control.
 CE0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0102.See file dsdata.txt to determine how the superseded data were derived.
 CE0102
 CE0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6885022859(NAD 83)
 CE0102_MARKER: DS = TRIANGULATION STATION DISK
 CE0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0102_STAMPING: BIGGS 1943
 CE0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0102+STABILITY: SURFACE MOTION
 CE0102
 CE0102  HISTORY     - Date     Condition        Report By
 CE0102  HISTORY     - 1943     MONUMENTED       CGS
 CE0102  HISTORY     - 1945     GOOD             NGS
 CE0102  HISTORY     - 1949     MARK NOT FOUND   CGS
 CE0102  HISTORY     - 1951     MARK NOT FOUND   USE
 CE0102  HISTORY     - 1954     MARK NOT FOUND   AMS
 CE0102  HISTORY     - 1957     MARK NOT FOUND   CGS
 CE0102  HISTORY     - 1967     MARK NOT FOUND   CGS
 CE0102
 CE0102                          STATION DESCRIPTION
 CE0102
 CE0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0102'STATION IS LOCATED 7.5 MILES, AIRLINE, NE OF THE CENTER OF
 CE0102'EL PASO, 30.0 FEET E OF THE CONTROL TOWER AT THE U.S. ARMY
 CE0102'AIRPORT, BIGGS FIELD.
 CE0102'
 CE0102'STATION IS AT U.S. ARMY AIRPORT, BIGGS FIELD, 30.0 FEET E OF
 CE0102'THE CONTROL TOWER.  A BRONZE STATION DISK SET IN A SQUARE
 CE0102'CONCRETE POST FLUSH WITH THE GROUND.  STAMPED BIGGS 1943.
 CE0102'
 CE0102'REFERENCE MARK 1 IS SSE OF THE STATION.  A BRONZE REFERENCE
 CE0102'DISK SET IN SQUARE CONCRETE POST FLUSH WITH THE GROUND 1
 CE0102'FOOT W OF THE FIRE STATION.  STAMPED BIGGS NO 1 1943.
 CE0102'
 CE0102'REFERENCE MARK 2 IS WNW OF THE STATION.  A BRONZE REFERENCE
 CE0102'DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND,
 CE0102'NEAR THE NW CORNER OF PARK AROUND CONTROL TOWER.  STAMPED
 CE0102'BIGGS NO 2 1943.
 CE0102'
 CE0102'AZIMUTH MARK IS 0.4 MILE N OF THE STATION IN THE CENTER OF
 CE0102'A ROUND CONCRETE SLAB CALLED THE COMPASS SWING.  A BRONZE
 CE0102'AZIMUTH DISK SET IN A DRILL HOLE FLUSH WITH THE CONCRETE.
 CE0102'STAMPED BIGGS 1943.
 CE0102'
 CE0102'TO REACH FROM THE INTERSECTION OF NORTH PIEDRAS STREET AND
 CE0102'ALAMEDA AVENUE, AT THE E EDGE OF EL PASO, GO N ON U.S. HIGHWAY
 CE0102'54 FOR 4.4 MILES TO A CROSS ROAD AT JEEP TAVERN ON RIGHT AND
 CE0102'MOGELS BOWLING ALLEY ON RIGHT.  HERE TURN LEFT AND FOLLOW
 CE0102'PAVED ROAD E FOR 3.5 MILES TO END OF PAVEMENT AT AIRPORT GATE
 CE0102'3.  TURN LEFT THROUGH GATE 3 AND GO N 0.5 MILE TO CONTROL
 CE0102'TOWER AND STATION.
 CE0102'
 CE0102'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 CE0102
 CE0102                          STATION RECOVERY (1945)
 CE0102
 CE0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 CE0102'9.1 MI NE FROM EL PASO.
 CE0102'9.1 MILES NORTHEAST OF RR UNION STATION AT EL PASO TO THE ENTRANCE OF
 CE0102'BIGGS FIELD AT BIGGS FIELD, 0.5 MILE NORTH OF THE MAIN ENTRANCE OF
 CE0102'BIGGS FIELD (GATE NO. 3), 38 FEET EAST OF THE CONTROL TOWER MIDWAY
 CE0102'BETWEEN THE TWO TOWER LEGS, 9 FEET EAST OF THE SIDEWALK, 60 FEET
 CE0102'NORTHWEST OF NORTHWEST CORNER OF FIRE STATION NO. 4, ABOUT 3 INCHES
 CE0102'BELOW THE SURFACE OF THE DRIVEWAY.
 CE0102
 CE0102                          STATION RECOVERY (1949)
 CE0102
 CE0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 CE0102'SEARCHED FOR BUT NOT RECOVERED.  AN AREA ABOUT 15 FEET SQUARE
 CE0102'IN THE VICINITY DESCRIBED WAS DUG UP TO A DEPTH OF ONE FOOT.
 CE0102'THE POST ENGINEERS INSTALLED A WATER PIPE AND POWER LINE DURING
 CE0102'THE SUMMER OF 1948 AND FOUND THE MARK WHILE DIGGING DITCHES.
 CE0102'THEY MAINTAIN THAT THE MARK WAS NOT DISTURBED DURING THESE
 CE0102'OPERATIONS AND AS FAR AS THEY KNOW IS STILL THERE.  FIRE
 CE0102'STATION NO. 4 IS NOW NO. 1.
 CE0102'
 CE0102'R.M. 1 NOT RECOVERED.  A SMALL BUILDING HAS BEEN SET NEXT
 CE0102'TO THE FIRE STATION AND COVERS THE MARK.
 CE0102'
 CE0102'R.M. 2 SEARCHED FOR BUT NOT RECOVERED.  DID NOT DIG MUCH
 CE0102'FOR THIS MARK AS IT IS IN A SEEDED AREA AND DID NOT WANT TO
 CE0102'RUIN THE LAWN.
 CE0102'
 CE0102'AZIMUTH MARK RECOVERED AS DESCRIBED.
 CE0102
 CE0102                          STATION RECOVERY (1951)
 CE0102
 CE0102'RECOVERY NOTE BY US ENGINEERS 1951
 CE0102'A LARGE AREA OF DRIVE WAS EXCAVATED TO THE DEPTH NEEDED TO LOCATE
 CE0102'THE STATION.  DISTANCES IN THE DESCRIPTION WERE USED, AND
 CE0102'A THOROUGH SEARCH WAS MADE.  THE FIRE CHIEF AT BIGGS AIR FORCE
 CE0102'BASE WAS CONTACTED, AS THE MARK WAS NEAR A FIRE STATION, AND
 CE0102'HE STATED THAT THERE WAS A PARTY LOOKING FOR THE MONUMENT IN
 CE0102'1949.  IT WAS NOT LOCATED AT THAT TIME.
 CE0102'
 CE0102'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 CE0102
 CE0102                          STATION RECOVERY (1954)
 CE0102
 CE0102'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0102'STATION PRESUMED LOST.  THE MARK, A STANDARD DISK IN A CONCRETE
 CE0102'POST, COULD NOT BE FOUND.
 CE0102
 CE0102                          STATION RECOVERY (1957)
 CE0102
 CE0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GEB)
 CE0102'STATION, ALL REFERENCE MARKS AND AZIMUTH MARK HAVE BEEN DESTROYED
 CE0102'BY NEW CONSTRUCTION.  BIGGS CONTROL TOWER HAS ALSO BEEN MOVED.
 CE0102
 CE0102                          STATION RECOVERY (1967)
 CE0102
 CE0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 CE0102'THIS STATION WAS LOOKED FOR BUT COULD NOT BE LOCATED.  THE
 CE0102'GRASS AREA MENTIONED IN THE DESCRIPTIONS HAS BEEN REMOVED AND
 CE0102'COVERED IN ASPHALT.  ACCORDING TO MR. CORDERO OF FORT BLISS
 CE0102'POST ENGINEERS THE STATION WAS PROBABLY DESTROYED BY GRADING
 CE0102'OPERATIONS WHILE THE FOUNDATIONS FOR THE OLD CONTROL TOWER
 CE0102'WERE BEING REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0103 ***********************************************************************
 CE0103  DESIGNATION -  BIGGS RM 2
 CE0103  PID         -  CE0103
 CE0103  STATE/COUNTY-  TX/EL PASO
 CE0103  USGS QUAD   -  EL PASO (1997)
 CE0103
 CE0103                         *CURRENT SURVEY CONTROL
 CE0103  ___________________________________________________________________
 CE0103* NAD 83(1986)-  31 50 01.     (N)    106 23 09.     (W)     SCALED    
 CE0103* NAVD 88     -      1194.829  (meters)    3920.03   (feet)  POSTED    
 CE0103  ___________________________________________________________________
 CE0103  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0103  DYNAMIC HT  -        1193.000 (meters)    3914.03  (feet)  COMP
 CE0103  MODELED GRAV-     979,072.0   (mgal)                       NAVD 88
 CE0103
 CE0103  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CE0103
 CE0103.The horizontal coordinates were scaled from a topographic map and have
 CE0103.an estimated accuracy of +/- 6 seconds.
 CE0103
 CE0103.The orthometric height was determined by differential leveling
 CE0103.and adjusted by the National Geodetic Survey in 1992..
 CE0103.No vertical observational check was made to the station.
 CE0103.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CE0103.was located on a no-check spur therefore a value was not computed.
 CE0103
 CE0103.The geoid height was determined by GEOID03.
 CE0103
 CE0103.The dynamic height is computed by dividing the NAVD 88
 CE0103.geopotential number by the normal gravity value computed on the
 CE0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0103.degrees latitude (g = 980.6199 gals.).
 CE0103
 CE0103.The modeled gravity was interpolated from observed gravity values.
 CE0103
 CE0103;                    North         East    Units  Estimated Accuracy
 CE0103;SPC TX C     - 3,255,810.      127,340.      MT  (+/- 180 meters Scaled)
 CE0103
 CE0103                          SUPERSEDED SURVEY CONTROL
 CE0103
 CE0103  NGVD 29 (??/??/92) 1194.30   (m)         3918.3    (f) COMPUTED    1 2
 CE0103
 CE0103.Superseded values are not recommended for survey control.
 CE0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0103.See file dsdata.txt to determine how the superseded data were derived.
 CE0103
 CE0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR688228(NAD 83)
 CE0103_MARKER: DR = REFERENCE MARK DISK
 CE0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0103_STAMPING: BIGGS NO. 2 1945
 CE0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0103+STABILITY: SURFACE MOTION
 CE0103
 CE0103  HISTORY     - Date     Condition        Report By
 CE0103  HISTORY     - 1943     MONUMENTED       CGS
 CE0103  HISTORY     - 1954     MARK NOT FOUND   DOD
 CE0103
 CE0103                          STATION DESCRIPTION
 CE0103
 CE0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CE0103'9.1 MI NE FROM EL PASO.
 CE0103'9.1 MILES NORTHEAST RR UNION STATION TO ENTRANCE OF BIGGS FIELD AT
 CE0103'BIGGS FIELD, 0.5 MILE NORTH OF THE MAIN ENTRANCE OF BIGG FIELD (GATE
 CE0103'NO. 3), 30 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONTROL
 CE0103'TOWER, 2 FEET SOUTH OF THE PARKING STRIP, AT THE NORTHWEST EDGE OF THE
 CE0103'LATTICE FENCE, ABOUT FLUSH WITH THE SURFACE.
 CE0103
 CE0103                          STATION RECOVERY (1954)
 CE0103
 CE0103'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954
 CE0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1346 ***********************************************************************
 AJ1346  DESIGNATION -  BILL
 AJ1346  PID         -  AJ1346
 AJ1346  STATE/COUNTY-  TX/WEBB
 AJ1346  USGS QUAD   -  MILLS BENNETT (1968)
 AJ1346
 AJ1346                         *CURRENT SURVEY CONTROL
 AJ1346  ___________________________________________________________________
 AJ1346* NAD 83(1993)-  27 37 45.78217(N)    098 50 33.90848(W)     ADJUSTED  
 AJ1346* NAVD 88     -       264.4    (meters)     867.     (feet)  VERTCON   
 AJ1346  ___________________________________________________________________
 AJ1346  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AJ1346  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AJ1346
 AJ1346  HORZ ORDER  -  SECOND
 AJ1346
 AJ1346.The horizontal coordinates were established by classical geodetic methods
 AJ1346.and adjusted by the National Geodetic Survey in February 1996..
 AJ1346
 AJ1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1346
 AJ1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1346
 AJ1346.The geoid height was determined by GEOID03.
 AJ1346
 AJ1346;                    North         East     Units Scale Factor Converg.
 AJ1346;SPC TX S     - 5,217,502.993   266,173.170   MT  0.99995472   -0 09 20.2
 AJ1346;SPC TX S     -17,117,757.74    873,269.81   sFT  0.99995472   -0 09 20.2
 AJ1346;UTM  14      - 3,056,158.307   515,513.571   MT  0.99960297   +0 04 22.5
 AJ1346
 AJ1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1346!SPC TX S     -   0.99996240  x   0.99995472  =   0.99991712
 AJ1346!UTM  14      -   0.99996240  x   0.99960297  =   0.99956538
 AJ1346
 AJ1346:                Primary Azimuth Mark                     Grid Az
 AJ1346:SPC TX S     -  BILL RM 3                                014 44 19.9
 AJ1346:UTM  14      -  BILL RM 3                                014 30 37.2
 AJ1346
 AJ1346|---------------------------------------------------------------------|
 AJ1346| PID    Reference Object                     Distance      Geod. Az  |
 AJ1346|                                                           dddmmss.s |
 AJ1346| CV2958 BILL RM 3                                          0143459.7 |
 AJ1346| CV2957 BILL RM 1                            22.053 METERS 10352     |
 AJ1346| AJ1347 BILL 1974 RM 2                       14.093 METERS 18749     |
 AJ1346|---------------------------------------------------------------------|
 AJ1346
 AJ1346                          SUPERSEDED SURVEY CONTROL
 AJ1346
 AJ1346  NAD 83(1986)-  27 37 45.78574(N)    098 50 33.88368(W) AD(       ) 2
 AJ1346  NAD 27      -  27 37 44.69022(N)    098 50 32.78241(W) AD(       ) 2
 AJ1346  NGVD 29 (07/19/86)  264.4    (m)          867.     (f) VERT ANG       
 AJ1346
 AJ1346.Superseded values are not recommended for survey control.
 AJ1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1346.See file dsdata.txt to determine how the superseded data were derived.
 AJ1346
 AJ1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR1551456158(NAD 83)
 AJ1346_MARKER: DS = TRIANGULATION STATION DISK
 AJ1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1346
 AJ1346  HISTORY     - Date     Condition        Report By
 AJ1346  HISTORY     - 1974     MONUMENTED       NGS
 AJ1346
 AJ1346                          STATION DESCRIPTION
 AJ1346
 AJ1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1346'THE STATION IS LOCATED ABOUT 28 MILES SOUTH-SOUTHWEST OF FREER,
 AJ1346'14.25 MILES NORTH OF BRUNI, AND 3.8 MILES WEST-NORTHWEST OF SAN
 AJ1346'PABLO ON THE RIGHT-OF-WAY PROPERTY OF FARM ROAD 2050.  IT IS ON THE
 AJ1346'WEST SIDE OF THE ROAD, ON A SLIGHT CURVE AND AT A HIGH POINT WHERE
 AJ1346'THE ROAD CROSSES AN EAST-WEST RIDGE APPROXIMATELY 0.2 MILE NORTH OF A
 AJ1346'SHORT, UNLIGHTED RADIO MAST.
 AJ1346'
 AJ1346'TO REACH THE STATION FROM THE POST OFFICE IN BRUNI ON STATE HIGHWAY
 AJ1346'359 GO WEST 0.1 MILE TO FARM ROAD 2050 ON THE RIGHT.  TURN RIGHT AND
 AJ1346'GO NORTH ON FARM ROAD 2050 FOR 11.2 MILES TO THE MOGLIA RANCH HOUSE
 AJ1346'ON THE LEFT.  CONTINUE NORTH ON FARM ROAD 2050 FOR 2.3 MILES TO A
 AJ1346'SLIGHT CURVE TO THE RIGHT AND THE STATION ON THE LEFT.  TO REACH
 AJ1346'REFERENCE MARK 3 CONTINUE NORTH 0.3 MILE TO THE MARK ON THE
 AJ1346'RIGHT.
 AJ1346'
 AJ1346'THE STATION MARK IS A STANDARD DISK STAMPED BILL 1974 CEMENTED IN
 AJ1346'THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 AJ1346'PROJECTING 1 INCH ABOVE GROUND.  IT IS 48.5 FEET WEST OF THE CENTER
 AJ1346'STRIPE OF FARM ROAD 2050, 2.2 FEET NORTHEAST OF A METAL WITNESS
 AJ1346'POST AND 1.7 FEET EAST OF THE WEST FENCE LINE.  THE UNDERGROUND
 AJ1346'MARK IS IN CALICHE BEDROCK 12 INCHES BELOW GROUND.
 AJ1346'
 AJ1346'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BILL NO 1 1974 CEMENTED
 AJ1346'IN A DRILL HOLE IN A DEPRESSION IN BEDROCK FLUSH WITH THE GROUND.
 AJ1346'IT IS 26.4 FEET WEST OF THE EAST FENCE LINE, 23.8 FEET EAST OF THE
 AJ1346'CENTER STRIPE OF FARM ROAD 2050 AND ABOUT 2 FEET LOWER THAN THE
 AJ1346'STATION MARK.
 AJ1346'
 AJ1346'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BILL NO 2 1974 CEMENTED
 AJ1346'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 2 FEET IN DIAMETER
 AJ1346'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 44.4 FEET SOUTH OF THE
 AJ1346'WITNESS POST AT THE STATION, 49.0 FEET WEST OF THE CENTER STRIPE
 AJ1346'OF FARM ROAD 2050 AND 1.5 FEET EAST OF THE WEST FENCE LINE.  IT
 AJ1346'WAS USED AS AN A POINT AND A TRAVERSE CONNECTION WAS MADE TO THE
 AJ1346'STATION.
 AJ1346'
 AJ1346'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BILL NO 3 1974 CEMENTED
 AJ1346'IN A DRILL HOLE IN CALICHE BEDROCK FLUSH WITH THE GROUND.  IT IS
 AJ1346'29.4 FEET EAST OF THE CENTER STRIPE OF FARM ROAD 2050 AND 21.3 FEET
 AJ1346'WEST OF A METAL WITNESS POST IN THE FENCE LINE.
 AJ1346'
 AJ1346'NEAREST TOWN--SAN PABLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1349 ***********************************************************************
 AJ1349  DESIGNATION -  BILLINGS
 AJ1349  PID         -  AJ1349
 AJ1349  STATE/COUNTY-  TX/WEBB
 AJ1349  USGS QUAD   -  MILLS BENNETT (1968)
 AJ1349
 AJ1349                         *CURRENT SURVEY CONTROL
 AJ1349  ___________________________________________________________________
 AJ1349* NAD 83(1993)-  27 37 57.30041(N)    098 50 38.97374(W)     ADJUSTED  
 AJ1349* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 AJ1349  ___________________________________________________________________
 AJ1349  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AJ1349  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AJ1349
 AJ1349  HORZ ORDER  -  THIRD
 AJ1349
 AJ1349.The horizontal coordinates were established by classical geodetic methods
 AJ1349.and adjusted by the National Geodetic Survey in February 1996..
 AJ1349
 AJ1349.The orthometric height was scaled from a topographic map.
 AJ1349
 AJ1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1349
 AJ1349.The geoid height was determined by GEOID03.
 AJ1349
 AJ1349;                    North         East     Units Scale Factor Converg.
 AJ1349;SPC TX S     - 5,217,857.903   266,035.276   MT  0.99995533   -0 09 22.5
 AJ1349;SPC TX S     -17,118,922.14    872,817.40   sFT  0.99995533   -0 09 22.5
 AJ1349;UTM  14      - 3,056,512.539   515,374.311   MT  0.99960292   +0 04 20.2
 AJ1349
 AJ1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1349!SPC TX S     -   0.99996262  x   0.99995533  =   0.99991795
 AJ1349!UTM  14      -   0.99996262  x   0.99960292  =   0.99956555
 AJ1349
 AJ1349:                Primary Azimuth Mark                     Grid Az
 AJ1349:SPC TX S     -  JOHN                                     190 24 49.5
 AJ1349:UTM  14      -  JOHN                                     190 11 06.8
 AJ1349
 AJ1349|---------------------------------------------------------------------|
 AJ1349| PID    Reference Object                     Distance      Geod. Az  |
 AJ1349|                                                           dddmmss.s |
 AJ1349| AJ1353 JOHN                                APPROX.13.8 KM 1901527.0 |
 AJ1349|---------------------------------------------------------------------|
 AJ1349
 AJ1349                          SUPERSEDED SURVEY CONTROL
 AJ1349
 AJ1349  NAD 83(1986)-  27 37 57.30403(N)    098 50 38.94885(W) AD(       ) 3
 AJ1349  NAD 27      -  27 37 56.19790(N)    098 50 37.85490(W) AD(       ) 3
 AJ1349
 AJ1349.Superseded values are not recommended for survey control.
 AJ1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1349.See file dsdata.txt to determine how the superseded data were derived.
 AJ1349
 AJ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR1537456513(NAD 83)
 AJ1349_MARKER: DD = SURVEY DISK
 AJ1349_SETTING: 0 = UNSPECIFIED SETTING
 AJ1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1349
 AJ1349  HISTORY     - Date     Condition        Report By
 AJ1349  HISTORY     - 1920     MONUMENTED       USGS
 AJ1349
 AJ1349                          STATION DESCRIPTION
 AJ1349
 AJ1349'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1349'FROM BRUNI RAILROAD STATION TAKE RD. RUNNING N. TO MOGLIAS STORE 15
 AJ1349'MI., THEN GO 100 YARDS E., THEN N. TO EDGE OF BLUFF WHERE RD. DESCENDS
 AJ1349'RAPIDLY, THEN W. 400 YARDS TO STATION.  THERE ARE TWO ISOLATED KNOBS
 AJ1349'TO THE NW. OF STATION LOCALLY KNOWN AS LAS HERMANAS ---THE SISTERS---.
 AJ1349'
 AJ1349'STATION MARK - BRONZE TABLET  IN CONCRETE POST.
 AJ1349'
 AJ1349'REFERENCE MARK - 5 IN. BOLT IN CONCRETE POST 77.92 FT. FROM STATION,
 AJ1349'N 11 DEG 52 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2311 ***********************************************************************
 AH2311  DESIGNATION -  BINFORD ET
 AH2311  PID         -  AH2311
 AH2311  STATE/COUNTY-  TX/OLDHAM
 AH2311  USGS QUAD   -  WILDORADO (1984)
 AH2311
 AH2311                         *CURRENT SURVEY CONTROL
 AH2311  ___________________________________________________________________
 AH2311* NAD 83(1993)-  35 14 48.55012(N)    102 14 59.84595(W)     ADJUSTED  
 AH2311* NAVD 88     -      1213.0    (meters)    3980.     (feet)  VERTCON   
 AH2311  ___________________________________________________________________
 AH2311  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 AH2311  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH2311
 AH2311  HORZ ORDER  -  THIRD
 AH2311
 AH2311.The horizontal coordinates were established by classical geodetic methods
 AH2311.and adjusted by the National Geodetic Survey in July 1998..
 AH2311
 AH2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2311
 AH2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2311
 AH2311.The geoid height was determined by GEOID03.
 AH2311
 AH2311;                    North         East     Units Scale Factor Converg.
 AH2311;SPC TX N     - 1,138,576.731   131,750.427   MT  0.99991531   -0 26 04.7
 AH2311;SPC TX N     - 3,735,480.49    432,251.19   sFT  0.99991531   -0 26 04.7
 AH2311;UTM  13      - 3,903,882.017   750,222.432   MT  1.00037169   +1 35 16.3
 AH2311
 AH2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2311!SPC TX N     -   0.99981362  x   0.99991531  =   0.99972895
 AH2311!UTM  13      -   0.99981362  x   1.00037169  =   1.00018524
 AH2311
 AH2311                          SUPERSEDED SURVEY CONTROL
 AH2311
 AH2311  NGVD 29 (07/28/98) 1212.5    (m)         3978.     (f) VERT ANG       
 AH2311
 AH2311.Superseded values are not recommended for survey control.
 AH2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2311.See file dsdata.txt to determine how the superseded data were derived.
 AH2311
 AH2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5022203882(NAD 83)
 AH2311_MARKER: DS = TRIANGULATION STATION DISK
 AH2311
 AH2311  HISTORY     - Date     Condition        Report By
 AH2311  HISTORY     - 1961     MONUMENTED       USGS
 AH2311
 AH2311                          STATION DESCRIPTION
 AH2311
 AH2311'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH2311'LOCATED ABOUT 4.0 MI. (AIRLINE) NW. OF WILDORADO, TEXAS, 3.0 MI.
 AH2311'(AIRLINE) N. OF U.S. HIGHWAY NO. 66, 1.7 MI. E. OF A GRADED N-S. RD.
 AH2311'AND 1843 FT. SE. OF A WINDMILL, ON A SMALL RIDGE.
 AH2311'TO REACH FROM JUNCTION OF U.S. HIGHWAY 66 AND FARM ROAD 809 AT
 AH2311'WILDORADO, TEXAS, GO W. ON HIGHWAY NO. 66 4.3 MI. TO A GRADED RD. N.,
 AH2311'TURN RIGHT (N.), GO 2.4 MI. TO A DIM TRACK RD. E., TURN RIGHT (E.), GO
 AH2311'1.7 MI. ON DIM TRACK RD. TO STATION SITE.
 AH2311'RECOVERED BY USGS IN 1966.
 AH2311'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.7 FT.
 AH2311'ABOVE GROUND, STAMPED---BINFORD ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1125 ***********************************************************************
 CT1125  DESIGNATION -  BINGHAM
 CT1125  PID         -  CT1125
 CT1125  STATE/COUNTY-  TX/TAYLOR
 CT1125  USGS QUAD   -  TUSCOLA (1967)
 CT1125
 CT1125                         *CURRENT SURVEY CONTROL
 CT1125  ___________________________________________________________________
 CT1125* NAD 83(1993)-  32 10 14.96805(N)    099 49 50.99732(W)     ADJUSTED  
 CT1125* NAVD 88     -       718.     (meters)    2356.     (feet)  SCALED    
 CT1125  ___________________________________________________________________
 CT1125  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CT1125  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CT1125
 CT1125  HORZ ORDER  -  SECOND
 CT1125
 CT1125.The horizontal coordinates were established by classical geodetic methods
 CT1125.and adjusted by the National Geodetic Survey in February 1996..
 CT1125
 CT1125.The orthometric height was scaled from a topographic map.
 CT1125
 CT1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1125
 CT1125.The geoid height was determined by GEOID03.
 CT1125
 CT1125;                    North         East     Units Scale Factor Converg.
 CT1125;SPC TXNC     - 2,056,702.657   474,483.793   MT  0.99998983   -0 43 33.0
 CT1125;SPC TXNC     - 6,747,698.63  1,556,702.24   sFT  0.99998983   -0 43 33.0
 CT1125;SPC TX C     - 3,277,727.831   747,398.728   MT  1.00008989   +0 15 31.7
 CT1125;SPC TX C     -10,753,678.73  2,452,090.66   sFT  1.00008989   +0 15 31.7
 CT1125;UTM  14      - 3,559,672.959   421,668.070   MT  0.99967567   -0 26 32.6
 CT1125
 CT1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1125!SPC TXNC     -   0.99989138  x   0.99998983  =   0.99988121
 CT1125!SPC TX C     -   0.99989138  x   1.00008989  =   0.99998126
 CT1125!UTM  14      -   0.99989138  x   0.99967567  =   0.99956709
 CT1125
 CT1125|---------------------------------------------------------------------|
 CT1125| PID    Reference Object                     Distance      Geod. Az  |
 CT1125|                                                           dddmmss.s |
 CT1125| CX7608 BINGHAM RM 1                         49.322 METERS 10958     |
 CT1125| CX7607 BINGHAM AZ MK                                      1220517.1 |
 CT1125| CX7609 BINGHAM RM 2                         44.882 METERS 20704     |
 CT1125|---------------------------------------------------------------------|
 CT1125
 CT1125                          SUPERSEDED SURVEY CONTROL
 CT1125
 CT1125  NAD 83(1986)-  32 10 14.97464(N)    099 49 50.98434(W) AD(       ) 2
 CT1125  NAD 27      -  32 10 14.48490(N)    099 49 49.67520(W) AD(       ) 2
 CT1125
 CT1125.Superseded values are not recommended for survey control.
 CT1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1125.See file dsdata.txt to determine how the superseded data were derived.
 CT1125
 CT1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2166859673(NAD 83)
 CT1125_MARKER: DS = TRIANGULATION STATION DISK
 CT1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1125
 CT1125  HISTORY     - Date     Condition        Report By
 CT1125  HISTORY     - 1961     MONUMENTED       CGS
 CT1125  HISTORY     - 1961     GOOD             CGS
 CT1125  HISTORY     - 1982     GOOD             NGS
 CT1125  HISTORY     - 19940708 MARK NOT FOUND   USPSQD
 CT1125
 CT1125                          STATION DESCRIPTION
 CT1125
 CT1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1125'THE STATION IS APPROXIMATELY 3-1/4 MILES SOUTHWEST OF TUSCOLA,
 CT1125'1-1/4 MILES WEST OF OVALO, ON THE HIGHEST HILL IN THE VICINITY,
 CT1125'ON PROPERTY OWNED BY MR. CLYDE BINGHAM.
 CT1125'
 CT1125'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 CT1125'FARM ROAD 613 IN TUSCOLA, GO SOUTHERLY ON HIGHWAY 83 FOR 2.2
 CT1125'MILES TO A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT, CROSSING
 CT1125'RAILROAD TRACKS, 0.05 MILE TO A CROSSROAD AND A LOCKED GATE
 CT1125'(KEY FROM PROPERTY OWNER) IN THE NORTHWEST ANGLE OF THE
 CT1125'CROSSROADS.  PASS THROUGH THE GATE AND GO WESTERLY ON A FIELD ROAD
 CT1125'1.45 MILE TO THE AZIMUTH MARK ON THE LEFT AT THE TOP OF A
 CT1125'RIDGE.  CONTINUE WESTERLY 0.2 MILE TO A POINT OF RIDGE ON THE
 CT1125'RIGHT.  TURN RIGHT, PICKING WAY UP STEEP SLOPE 0.2 MILE
 CT1125'TO THE HIGHEST PART OF THE RIDGE AND THE STATION.
 CT1125'
 CT1125'STATION MARKS ARE STANDARD DISKS STAMPED BINGHAM 1961.  THE
 CT1125'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1
 CT1125'INCH.  IT IS 151 FEET NORTH OF A LONE MESQUITE TREE AND 2.5
 CT1125'FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 CT1125'IS SET IN AN IRREGULAR MASS OF CONCRETE 18 INCHES BELOW THE
 CT1125'SURFACE OF THE GROUND.
 CT1125'
 CT1125'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BINGHAM NO. 1 1961,
 CT1125'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CT1125'PROJECTS 4 INCHES ON ITS EAST SIDE.  IT IS 174 FEET NORTHEAST
 CT1125'OF THE LONE TREE AND ABOUT 58 FEET WEST OF THE EAST EDGE OF
 CT1125'THE RIDGE.
 CT1125'
 CT1125'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BINGHAM NO. 2 1961,
 CT1125'IS CEMENTED IN A DRILL HOLE IN A FLAT OUTCROPPING BEDROCK WHICH
 CT1125'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 76 FEET WEST OF
 CT1125'THE LONE TREE.
 CT1125'
 CT1125'AZIMUTH MARK IS A STANDARD DISK STAMPED BINGHAM 1961, CEMENTED
 CT1125'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES.
 CT1125'IT IS 64 FEET SOUTH OF THE CENTER OF THE BLADED ROAD AND 3.3
 CT1125'FEET SOUTHWEST OF A METAL WITNESS POST.
 CT1125'
 CT1125'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT1125'
 CT1125'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CT1125
 CT1125                          STATION RECOVERY (1961)
 CT1125
 CT1125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1125'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CT1125'IN GOOD CONDITION.  THE TO REACH FOR THE STATION AND THE AZIMUTH
 CT1125'MARK IS ADEQUATE.  THE DIRECTIONS AND MEASUREMENTS WERE CHECKED
 CT1125'IN THE FIELD AND FOUND ACCURATE.
 CT1125
 CT1125                          STATION RECOVERY (1982)
 CT1125
 CT1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CT1125'THE STATION, REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK WERE
 CT1125'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
 CT1125
 CT1125                          STATION RECOVERY (1994)
 CT1125
 CT1125'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1467 ***********************************************************************
 DN1467  DESIGNATION -  BINGHAM
 DN1467  PID         -  DN1467
 DN1467  STATE/COUNTY-  TX/MONTAGUE
 DN1467  USGS QUAD   -  FORESTBURG (1978)
 DN1467
 DN1467                         *CURRENT SURVEY CONTROL
 DN1467  ___________________________________________________________________
 DN1467* NAD 83(1993)-  33 32 21.44093(N)    097 30 45.33476(W)     ADJUSTED  
 DN1467* NAVD 88     -       325.35   (+/-2cm)    1067.4    (feet)  VERTCON   
 DN1467  ___________________________________________________________________
 DN1467  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DN1467  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DN1467
 DN1467  HORZ ORDER  -  THIRD
 DN1467  VERT ORDER  -  THIRD ? (See Below)
 DN1467
 DN1467.The horizontal coordinates were established by classical geodetic methods
 DN1467.and adjusted by the National Geodetic Survey in February 1996..
 DN1467
 DN1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1467.The vertical order pertains to the NGVD 29 superseded value.
 DN1467
 DN1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1467
 DN1467.The geoid height was determined by GEOID03.
 DN1467
 DN1467;                    North         East     Units Scale Factor Converg.
 DN1467;SPC TXNC     - 2,208,089.053   691,701.180   MT  0.99990874   +0 32 18.7
 DN1467;SPC TXNC     - 7,244,372.17  2,269,356.29   sFT  0.99990874   +0 32 18.7
 DN1467;UTM  14      - 3,712,065.731   638,102.002   MT  0.99983513   +0 49 19.0
 DN1467
 DN1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1467!SPC TXNC     -   0.99995304  x   0.99990874  =   0.99986179
 DN1467!UTM  14      -   0.99995304  x   0.99983513  =   0.99978818
 DN1467
 DN1467                          SUPERSEDED SURVEY CONTROL
 DN1467
 DN1467  NAD 83(1993)-  33 32 21.44349(N)    097 30 45.33036(W) AD(       ) 3
 DN1467  NAD 83(1986)-  33 32 21.44637(N)    097 30 45.32190(W) AD(       ) 3
 DN1467  NGVD 29 (07/26/91)  325.26   (m)         1067.1    (f) LEVELING    3  
 DN1467
 DN1467.Superseded values are not recommended for survey control.
 DN1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1467.See file dsdata.txt to determine how the superseded data were derived.
 DN1467
 DN1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3810212066(NAD 83)
 DN1467_MARKER: DS = TRIANGULATION STATION DISK
 DN1467_SETTING: 0 = UNSPECIFIED SETTING
 DN1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1467
 DN1467  HISTORY     - Date     Condition        Report By
 DN1467  HISTORY     - 1958     MONUMENTED       USGS
 DN1467
 DN1467                          STATION DESCRIPTION
 DN1467
 DN1467'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1467'STATION IS ABOUT 11.0 MI. S. OF ST. JO, TEXAS, AND 2.5 MI. E. OF
 DN1467'FORESTBURG, TEXAS, IN MONTAGUE COUNTY, ON THE TOP OF A HILL WHICH
 DN1467'WAS LEVELED OFF FOR RD. GRAVEL, ON THE SW. EDGE OF THE BULLDOZED
 DN1467'AREA JUST NE. OF A STOCK POND.
 DN1467'
 DN1467'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.3
 DN1467'FT. AND STAMPED---BINGHAM ET 1958---.
 DN1467'
 DN1467'REFERENCE MARK--A CHISELED SQUARE ON ROCK LEDGE, LOCATED 192.0 FT.
 DN1467'FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0650 ***********************************************************************
 EO0650  DESIGNATION -  BIPPUS
 EO0650  PID         -  EO0650
 EO0650  STATE/COUNTY-  TX/DEAF SMITH
 EO0650  USGS QUAD   -  ENDEE HILL (1971)
 EO0650
 EO0650                         *CURRENT SURVEY CONTROL
 EO0650  ___________________________________________________________________
 EO0650* NAD 83(1993)-  34 59 44.60414(N)    103 01 37.70303(W)     ADJUSTED  
 EO0650* NAVD 88     -      1362.8    (meters)    4471.     (feet)  VERTCON   
 EO0650  ___________________________________________________________________
 EO0650  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 EO0650  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 EO0650
 EO0650  HORZ ORDER  -  FIRST
 EO0650
 EO0650.The horizontal coordinates were established by classical geodetic methods
 EO0650.and adjusted by the National Geodetic Survey in February 1996..
 EO0650
 EO0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0650
 EO0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0650
 EO0650.The geoid height was determined by GEOID03.
 EO0650
 EO0650;                    North         East     Units Scale Factor Converg.
 EO0650;SPC TX N     - 1,111,539.335    60,597.164   MT  0.99993785   -0 53 06.1
 EO0650;SPC TX N     - 3,646,775.30    198,809.20   sFT  0.99993785   -0 53 06.1
 EO0650;SPC NM E     -   443,883.424   284,238.951   MT  1.00008427   +0 44 57.2
 EO0650;SPC NM E     - 1,456,307.53    932,540.63   sFT  1.00008427   +0 44 57.2
 EO0650;UTM  13      - 3,874,346.998   680,048.407   MT  0.99999954   +1 07 54.4
 EO0650
 EO0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0650!SPC TX N     -   0.99978989  x   0.99993785  =   0.99972775
 EO0650!SPC NM E     -   0.99978989  x   1.00008427  =   0.99987414
 EO0650!UTM  13      -   0.99978989  x   0.99999954  =   0.99978943
 EO0650
 EO0650|---------------------------------------------------------------------|
 EO0650| PID    Reference Object                     Distance      Geod. Az  |
 EO0650|                                                           dddmmss.s |
 EO0650| CJ6641 BIPPUS RM 1                          38.560 METERS 14108     |
 EO0650| CJ6642 BIPPUS RM 2                          45.980 METERS 19705     |
 EO0650| EO0651 BOUNDARY CLARK MON 9                APPROX. 4.1 KM 2001551.0 |
 EO0650|---------------------------------------------------------------------|
 EO0650
 EO0650                          SUPERSEDED SURVEY CONTROL
 EO0650
 EO0650  NAD 83(1993)-  34 59 44.60524(N)    103 01 37.70259(W) AD(       ) 1
 EO0650  NAD 83(1986)-  34 59 44.61034(N)    103 01 37.69787(W) AD(       ) 1
 EO0650  NAD 27      -  34 59 44.38900(N)    103 01 35.89100(W) AD(       ) 1
 EO0650  NGVD 29 (07/28/98) 1362.2    (m)         4469.     (f) VERT ANG       
 EO0650
 EO0650.Superseded values are not recommended for survey control.
 EO0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0650.See file dsdata.txt to determine how the superseded data were derived.
 EO0650
 EO0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU8004874347(NAD 83)
 EO0650_MARKER: DS = TRIANGULATION STATION DISK
 EO0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0650
 EO0650  HISTORY     - Date     Condition        Report By
 EO0650  HISTORY     - 1921     MONUMENTED       CGS
 EO0650  HISTORY     - 1958     GOOD             CGS
 EO0650  HISTORY     - 1966     GOOD             USGS
 EO0650
 EO0650                          STATION DESCRIPTION
 EO0650
 EO0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 EO0650'THE STATION IS ABOUT 13 MILES SOUTH OF GLENRIO, N. MEX., ABOUT
 EO0650'35 MILES NORTHWEST OF HEREFORD, TEXAS, ABOUT 1-1/4 MILES
 EO0650'EAST OF THE TEXAS-NEW MEXICO BOUNDARY, 6 MILES WEST 23 DEG
 EO0650'SOUTH FROM GEORGE BIPPUS HOUSE, ON THE HIGHEST POINT OF
 EO0650'LAND IN THIS VICINITY, ABOUT 200 METERS (656 FEET) EAST FROM
 EO0650'THE WEST EDGE OF THE CAP ROCK AND ABOUT 1 MILE NORTH OF A
 EO0650'WAGON ROAD LEADING DOWN INTO THE VALLEY.  THE STATION,
 EO0650'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 EO0650'CONCRETE.  REFERENCE MARK
 EO0650'NO. 1 IS 38.56 METERS (126.5 FEET) FROM THE STATION
 EO0650'S 38 DEG 52 MIN E, AND NO. 2 IS 45.98 METERS (150.9 FEET)
 EO0650'FROM THE STATION S 17 DEG 05 MIN W.
 EO0650'ELEVATION--1,366.3 METERS (4.483 FEET).
 EO0650
 EO0650                          STATION RECOVERY (1958)
 EO0650
 EO0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 EO0650'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 EO0650'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS SEARCHED
 EO0650'FOR BUT NOT RECOVERED.
 EO0650'
 EO0650'THE ORIGINAL TO REACH WAS RATHER VAGUE.  A NEW AND COMPLETE TO
 EO0650'REACH FOLLOWS.
 EO0650'
 EO0650'TO REACH THE STATION FROM THE POST OFFICE IN GLENRIO GO EAST
 EO0650'ON U.S. HIGHWAY 66 FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN
 EO0650'RIGHT ACROSS RAILROAD TRACKS AND FOLLOW DIRT ROAD SOUTH FOR
 EO0650'1.8 MILES TO A FORK, TAKE LEFT FORK AND GO 1.3 MILES TO A GATE.
 EO0650'PASS THRU GATE FOLLOWING MAIN ROAD FOR 1.4 MILES TO A GATE.
 EO0650'PAS THRU GATE AND CONTINUE SOUTH ON MAIN ROAD FOR 3.6 MILES
 EO0650'TO A GATE.  PASS THRU GATE FOLLOWING MAIN TRAVELED ROAD
 EO0650'FOR 2.8 MILES TO A FORK, TAKE RIGHT FORK, LEAVING THE MAIN
 EO0650'TRAVELED ROAD, AND GO SOUTH ON TRACK ROAD FOR 0.5 MILE TO A
 EO0650'T ROAD JUNCTION.  TURN RIGHT AND FOLLOW GRADED ROAD
 EO0650'SOUTHWEST FOR 2.1 MILES TO A DIM ROAD LEFT, JUST BEFORE
 EO0650'CROSSING A CATTLE GUARD, TURN LEFT AND FOLLOW TRACK
 EO0650'ROAD SOUTH FOR 0.2 MILE TO A GATE.  PASS THRU GATE AND
 EO0650'FOLLOW TRACK ROAD SOUTH ALONG THE EAST SIDE OF THE FENCE FOR 0.6
 EO0650'MILE TO A FENCE CORNER, HERE TURN SOUTHWESTERLY PICKING
 EO0650'YOUR WAY ACROSS THE PASTURE FOR 2.0 MILES TO THE HIGHEST
 EO0650'POINT AND THE STATION.
 EO0650
 EO0650                          STATION RECOVERY (1966)
 EO0650
 EO0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EO0650'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34103-1, STATION 1001.
 EO0650'RECOVERED BY USGS IN 1966.
 EO0650'STATION MARK--STANDARD USC AND GS DISK SET IN TOP OF CONCRETE POST,
 EO0650'STAMPED---BIPPUS-1921---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1020 ***********************************************************************
 BM1020  DESIGNATION -  BIRCH
 BM1020  PID         -  BM1020
 BM1020  STATE/COUNTY-  TX/BURLESON
 BM1020  USGS QUAD   -  FLAG POND (1988)
 BM1020
 BM1020                         *CURRENT SURVEY CONTROL
 BM1020  ___________________________________________________________________
 BM1020* NAD 83(1993)-  30 22 18.46984(N)    096 43 35.76271(W)     ADJUSTED  
 BM1020* NAVD 88     -       116.21   (+/-2cm)     381.3    (feet)  VERTCON   
 BM1020  ___________________________________________________________________
 BM1020  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 BM1020  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BM1020
 BM1020  HORZ ORDER  -  FIRST
 BM1020  VERT ORDER  -  THIRD ? (See Below)
 BM1020
 BM1020.The horizontal coordinates were established by classical geodetic methods
 BM1020.and adjusted by the National Geodetic Survey in February 1996..
 BM1020
 BM1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1020.The vertical order pertains to the NGVD 29 superseded value.
 BM1020
 BM1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1020
 BM1020.The geoid height was determined by GEOID03.
 BM1020
 BM1020;                    North         East     Units Scale Factor Converg.
 BM1020;SPC TX C     - 3,083,787.876 1,046,614.721   MT  0.99994168   +1 51 27.6
 BM1020;SPC TX C     -10,117,394.06  3,433,768.46   sFT  0.99994168   +1 51 27.6
 BM1020;UTM  14      - 3,362,176.827   718,470.373   MT  1.00018886   +1 08 59.7
 BM1020
 BM1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1020!SPC TX C     -   0.99998593  x   0.99994168  =   0.99992761
 BM1020!UTM  14      -   0.99998593  x   1.00018886  =   1.00017478
 BM1020
 BM1020:                Primary Azimuth Mark                     Grid Az
 BM1020:SPC TX C     -  CALDWELL MUNICIPAL TANK                  002 01 24.6
 BM1020:UTM  14      -  CALDWELL MUNICIPAL TANK                  002 43 52.5
 BM1020
 BM1020|---------------------------------------------------------------------|
 BM1020| PID    Reference Object                     Distance      Geod. Az  |
 BM1020|                                                           dddmmss.s |
 BM1020| BM1057 CALDWELL MUNICIPAL TANK             APPROX.17.2 KM 0035252.2 |
 BM1020| BM1014 LYONS MUNICIPAL TANK                APPROX.15.7 KM 0835447.4 |
 BM1020| CV8092 BIRCH RM 1                           28.702 METERS 10819     |
 BM1020| CV8091 BIRCH AZ MK                                        3153755.9 |
 BM1020| CV8093 BIRCH RM 2                           28.685 METERS 33818     |
 BM1020|---------------------------------------------------------------------|
 BM1020
 BM1020                          SUPERSEDED SURVEY CONTROL
 BM1020
 BM1020  NAD 83(1986)-  30 22 18.48763(N)    096 43 35.74553(W) AD(       ) 1
 BM1020  NAD 27      -  30 22 17.73100(N)    096 43 34.83400(W) AD(       ) 1
 BM1020  NGVD 29 (07/19/86)  116.17   (m)          381.1    (f) LEVELING    3  
 BM1020
 BM1020.Superseded values are not recommended for survey control.
 BM1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1020.See file dsdata.txt to determine how the superseded data were derived.
 BM1020
 BM1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU1847062177(NAD 83)
 BM1020_MARKER: DS = TRIANGULATION STATION DISK
 BM1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1020
 BM1020  HISTORY     - Date     Condition        Report By
 BM1020  HISTORY     - 1935     MONUMENTED       CGS
 BM1020  HISTORY     - 1937     GOOD             TXHD
 BM1020  HISTORY     - 1949     GOOD             CGS
 BM1020  HISTORY     - 1957     GOOD             CGS
 BM1020  HISTORY     - 1962     GOOD             CGS
 BM1020  HISTORY     - 1966     GOOD             CGS
 BM1020
 BM1020                          STATION DESCRIPTION
 BM1020
 BM1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1020'THIS STATION IS ABOUT 18 MILES NE OF GIDDINGS, ABOUT 12
 BM1020'MILES SSW OF CALDWELL, ABOUT 12 MILES WNW OF SOMERVILLE,
 BM1020'AND 0.6 MILE SE OF BIRDSONG SCHOOL, ON LAND OCCUPIED BY
 BM1020'CHRISTIAN POEHL.  IT IS 114 FEET NW OF THE N CORNER OF MR.
 BM1020'POEHLS HOUSE, 20 FEET SW OF THE CENTER LINE OF THE ROAD,
 BM1020'ON THE SW RIGHT-OF-WAY FENCE LINE, AT THE SUMMIT OF ROAD
 BM1020'GRADE.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE.
 BM1020'
 BM1020'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BM1020'BRONZE DISKS SET IN CONCRETE.
 BM1020'
 BM1020'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 21 FEET NE OF
 BM1020'THE CENTER LINE OF THE ROAD, 1 FOOT NE OF THE RIGHT-OF-WAY
 BM1020'FENCE, AND 73 FEET N OF THE N CORNER OF MR. POEHLS HOUSE.  THE
 BM1020'MARK PROJECTS 6 INCHES.
 BM1020'
 BM1020'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 21 FEET NE OF
 BM1020'THE CENTER LINE OF THE ROAD, AND 1 FOOT NE OF THE RIGHT-OF-WAY
 BM1020'FENCE.  MARK PROJECTS 8 INCHES.
 BM1020'
 BM1020'AZIMUTH MARK IS NW OF THE STATION, ABOUT 500 FEET NW OF HOUSE
 BM1020'ON THE NE SIDE OF THE ROAD, 22 FEET NE OF THE CENTER LINE
 BM1020'OF THE ROAD, AND 2 FEET NE OF THE RIGHT-OF-WAY FENCE.  THE
 BM1020'MARK PROJECTS 8 INCHES.
 BM1020'
 BM1020'TO REACH THE STATION FROM GIDDINGS, GO N ON U.S. HIGHWAY 77
 BM1020'AND TEXAS ROUTE 21 FOR 8.45 MILES TO THE JUNCTION OF U.S.
 BM1020'HIGHWAY 77 AND TEXAS ROUTE 21, THENCE NE (RIGHT) ON TEXAS
 BM1020'ROUTE 21 FOR 7.8 MILES TO OLD DIME BOX CHURCH, CONTINUE NE
 BM1020'ON TEXAS ROUTE 21 FOR 6.15 MILES TO SIDE ROAD TO RIGHT AT SCHOOL
 BM1020'ON RIGHT, THENCE RIGHT FOR 5.35 MILES TO T-ROAD, THENCE RIGHT
 BM1020'0.6 MILE TO CROSS ROAD AT BIRDSONG SCHOOL.  CONTINUE STRAIGHT
 BM1020'AHEAD (SE) 0.6 MILE TO THE STATION ON RIGHT.
 BM1020'
 BM1020'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 BM1020
 BM1020                          STATION RECOVERY (1937)
 BM1020
 BM1020'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM1020'BIRCH STATION NOT LOCATED FROM ORIGINAL DESCRIPTION.  FROM
 BM1020'LYONS (BURLESON COUNTY), STATE HIGHWAY 36, LEAVE TOWN ON
 BM1020'COUNTY ROAD TO W FOR 0.85 MILE TO A CROSS ROAD, CONTINUE
 BM1020'ON THE ROAD IN A SOUTHEASTERLY DIRECTION FOR 4.40 MILES,
 BM1020'TURN RIGHT (NW) FOR 1.6 MILES, TURN LEFT (SW) FOR 0.95 MILE,
 BM1020'TURN RIGHT (NW) FOR 0.45 MILE, TURN LEFT (SW) FOR 1.05 MILES,
 BM1020'TURN RIGHT (NW) FOR 0.50 MILE, TURN LEFT FOR 0.25 MILE, TURN
 BM1020'RIGHT (NW) FOR 1.05 MILES TO A T-INTERSECTION, TURN LEFT (SW)
 BM1020'FOR 0.05 MILE TO A T-INTERSECTION, TURN RIGHT FOR 0.75 MILE,
 BM1020'TURN LEFT (SW) FOR 0.30 MILE, TURN RIGHT FOR 0.30 MILE TO
 BM1020'STATION ON LEFT IN RIGHT-OF-WAY FENCE LINE.
 BM1020'
 BM1020'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 BM1020
 BM1020                          STATION RECOVERY (1949)
 BM1020
 BM1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (NEW)
 BM1020'CONDITION GOOD.  HOUSE NEARBY NOW ABANDONED, OTHERWISE DESCRIPTION
 BM1020'IS GOOD.
 BM1020
 BM1020                          STATION RECOVERY (1957)
 BM1020
 BM1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WHS)
 BM1020'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DIRECTIONS
 BM1020'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 BM1020
 BM1020                          STATION RECOVERY (1962)
 BM1020
 BM1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ME)
 BM1020'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 BM1020'GOOD CONDITION AS DESCRIBED.
 BM1020'
 BM1020'DIRECTIONS FOR PROCEEDINGS TO STATION SITE ARE CORRECT.
 BM1020
 BM1020                          STATION RECOVERY (1966)
 BM1020
 BM1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BM1020'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 BM1020'CONDITION.  A DIFFERENCE OF 0.1 FOOT WAS NOTED AND CHECKED IN
 BM1020'THE MEASUREMENT TO REFERENCE MARK 1, AND A DIFFERENCE IN DIRECTION
 BM1020'TO ALL MARKS WAS NOTED.
 BM1020'
 BM1020'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 BM1020'
 BM1020'THE STATION IS LOCATED ABOUT 18 MILES NORTHEAST OF GIDDINGS,
 BM1020'ABOUT 12 MILES WEST-NORTHWEST OF SOMERVILLE, AND 11 MILES
 BM1020'SOUTH-SOUTHWEST OF CALDWELL, ON PROPERTY OWNED BY MR. JACK CORWIN.
 BM1020'
 BM1020'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 2618 AND
 BM1020'111 ABOUT 0.15 MILE EAST OF THE POST OFFICE IN DEANVILLE, GO
 BM1020'SOUTHEAST ON ROAD 111 FOR 3.5 MILES TO A CROSSROAD.  TURN RIGHT
 BM1020'AND GO SOUTHWEST ON GRAVELED ROAD FOR 1.1 MILES TO A T
 BM1020'INTERSECTION.  TURN RIGHT AND GO NORTHWEST FOR 0.1 MILE TO A
 BM1020'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH-WEST ON A GRADED
 BM1020'ROAD FOR 1.1 MILES TO A Y FORK.  TAKE LEFT FORK AND GO
 BM1020'SOUTHEAST FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 BM1020'GO SOUTHWEST FOR 0.25 MILE TO A LANE ROAD ON THE LEFT.  TURN
 BM1020'LEFT AND GO SOUTHEAST ON A TRACK-LANE ROAD FOR 0.4 MILE TO
 BM1020'THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON ROAD FOR 0.2
 BM1020'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 BM1020'
 BM1020'THE STATION MARK IS A STANDARD DISK STAMPED BIRCH 1935, SET IN
 BM1020'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS 8
 BM1020'INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET EAST OF THE
 BM1020'NORTHEAST CORNER OF A METAL BUILDING, 16 FEET SOUTHWEST OF THE
 BM1020'CENTER OF THE TRACK ROAD AND 1.5 FEET NORTHEAST OF A FENCE.
 BM1020'
 BM1020'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BIRCH NO 1 1935,
 BM1020'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS
 BM1020'16 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET NORTHEAST
 BM1020'OF THE CENTER OF THE ROAD AND 3 FEET NORTHEAST OF A FENCE.
 BM1020'
 BM1020'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BIRCH NO 2 1935,
 BM1020'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS
 BM1020'12 INCHES ABOVE THE GROUND SURFACE.  IT IS 52.5 FEET NORTHEAST
 BM1020'OF THE NORTHWEST CORNER OF THE METAL BUILDING, 24 FEET NORTHEAST
 BM1020'OF THE CENTER OF THE ROAD AND 11 FEET SOUTHEAST OF A 12-INCH
 BM1020'OAK TREE AND IN THE FENCE LINE.
 BM1020'
 BM1020'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BIRCH
 BM1020'AZIMUTH 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BM1020'MONUMENT AND PROJECTS 8 INCHES.  IT IS 23 FEET NORTHEAST OF THE
 BM1020'CENTER OF THE ROAD AND 2.5 FEET SOUTHWEST OF A FENCE.
 BM1020'
 BM1020'NOTE--DUE TO GROWTH OF TREES AND BRUSH IT WAS NOT POSSIBLE TO
 BM1020'MEASURE BETWEEN REFERENCE MARKS.
 BM1020'
 BM1020'HEIGHT OF LIGHT ABOVE STATION MARK 71.9 FEET.
 BM1020'
 BM1020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BM1020'4-1/2 MILES SOUTH-SOUTHEAST OF DEANVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2720 ***********************************************************************
 BY2720  DESIGNATION -  BIRD
 BY2720  PID         -  BY2720
 BY2720  STATE/COUNTY-  TX/ANDERSON
 BY2720  USGS QUAD   -  DENSON SPRINGS (1982)
 BY2720
 BY2720                         *CURRENT SURVEY CONTROL
 BY2720  ___________________________________________________________________
 BY2720* NAD 83(1993)-  31 39 20.81727(N)    095 20 00.02399(W)     ADJUSTED  
 BY2720* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 BY2720  ___________________________________________________________________
 BY2720  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BY2720  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY2720
 BY2720  HORZ ORDER  -  FIRST
 BY2720
 BY2720.The horizontal coordinates were established by classical geodetic methods
 BY2720.and adjusted by the National Geodetic Survey in February 1996..
 BY2720
 BY2720.The orthometric height was scaled from a topographic map.
 BY2720
 BY2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2720
 BY2720.The geoid height was determined by GEOID03.
 BY2720
 BY2720;                    North         East     Units Scale Factor Converg.
 BY2720;SPC TX C     - 3,231,164.674 1,174,036.753   MT  0.99994679   +2 34 31.0
 BY2720;SPC TX C     -10,600,912.77  3,851,818.91   sFT  0.99994679   +2 34 31.0
 BY2720;UTM  15      - 3,504,647.929   278,756.489   MT  1.00020375   -1 13 30.3
 BY2720
 BY2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2720!SPC TX C     -   0.99997688  x   0.99994679  =   0.99992367
 BY2720!UTM  15      -   0.99997688  x   1.00020375  =   1.00018062
 BY2720
 BY2720|---------------------------------------------------------------------|
 BY2720| PID    Reference Object                     Distance      Geod. Az  |
 BY2720|                                                           dddmmss.s |
 BY2720| BY2721 BIRD MTN TEX FOREST S LOT 1942       27.140 METERS 00636     |
 BY2720| CV8096 BIRD RM 2                            19.168 METERS 09930     |
 BY2720| BY2762 GRAPELAND MUNICIPAL TANK            APPROX.22.7 KM 2171713.3 |
 BY2720| CV8094 BIRD AZ MK                                         2184920.4 |
 BY2720| CV8095 BIRD RM 1                            24.328 METERS 34107     |
 BY2720|---------------------------------------------------------------------|
 BY2720
 BY2720                          SUPERSEDED SURVEY CONTROL
 BY2720
 BY2720  NAD 83(1986)-  31 39 20.82792(N)    095 20 00.00976(W) AD(       ) 1
 BY2720  NAD 27      -  31 39 20.19300(N)    095 19 59.20100(W) AD(       ) 1
 BY2720
 BY2720.Superseded values are not recommended for survey control.
 BY2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2720.See file dsdata.txt to determine how the superseded data were derived.
 BY2720
 BY2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR7875604648(NAD 83)
 BY2720_MARKER: DS = TRIANGULATION STATION DISK
 BY2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2720
 BY2720  HISTORY     - Date     Condition        Report By
 BY2720  HISTORY     - 1942     MONUMENTED       CGS
 BY2720
 BY2720                          STATION DESCRIPTION
 BY2720
 BY2720'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2720'STATION IS ABOUT 8 MILES E OF SLOCUM, NEAR THE N END OF A
 BY2720'HIGH, N-S, TIMBERED RIDGE AND ON THE SITE OF THE BIRD MOUNTAIN
 BY2720'LOOKOUT TOWER.  IT IS AT THE S EDGE OF THE CLEARING FOR THE
 BY2720'LOOKOUT TOWER AND 27.140 METERS, 89.04 FEET, SSW OF THE
 BY2720'CENTER OF THE TOWER. IT IS STAMPED BIRD 1942, AND PROJECTS
 BY2720'6 INCHES.
 BY2720'
 BY2720'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2720'BRONZE DISK SET IN CONCRETE,
 BY2720'
 BY2720'REFERENCE MARK NO. 1 IS E OF THE STATION, 110 FEET SSE
 BY2720'OF THE SE LEG OF THE TOWER AND 51 FEET S OF THE CENTER LINE
 BY2720'OF THE TRACK ROAD TO THE TOWER.  IT IS STAMPED BIRD NO. 1 1942,
 BY2720'AND PROJECTS 6 INCHES.
 BY2720'
 BY2720'REFERENCE MARK NO. 2 IS NNW OF THE STATION AND 28 FEET SW
 BY2720'OF THE SW LEG OF THE TOWER.  IT IS STAMPED BIRD NO. 2 1942,
 BY2720'AND PROJECTS 6 INCHES.
 BY2720'
 BY2720'THE AZIMUTH MARK IS ABOUT 1 MILE SW BY S OF THE STATION,
 BY2720'ABOUT 100 YARDS W OF A HOUSE, 40 FEET N OF THE CENTER LINE
 BY2720'OF THE ROAD TO THE STATION, 4 FEET E OF A WHITE REFERENCE
 BY2720'POST AND 1 FOOT S OF THE RIGHT-OF-WAY FENCE.  IT IS STAMPED
 BY2720'BIRD 1942, AND PROJECTS 9 INCHES.
 BY2720'
 BY2720'TO REACH FROM SLOCUM GO E ON STATE HIGHWAY 294 FOR 5.8 MILES
 BY2720'AND TURN LEFT AT A SMALL STORE ON THE LEFT, GO 2.8 MILES
 BY2720'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.7 MILE AND TURN
 BY2720'LEFT, N, UP A HILL AND THROUGH A CATTLE GUARD, GO 1.1 MILES
 BY2720'TO THE BIRD MOUNTAIN LOOKOUT TOWER AND THE STATION.
 BY2720'
 BY2720'90-FOOT SIGNALS AT CROCKETT AND CAMP ARE VISIBLE AT 50 FEET.
 BY2720'
 BY2720'A 64-FOOT SIGNAL AT WECHES AND A 50-FOOT SIGNAL AT DENSON
 BY2720'ARE VISIBLE AT 50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0711 ***********************************************************************
 EN0711  DESIGNATION -  BIRD
 EN0711  PID         -  EN0711
 EN0711  STATE/COUNTY-  TX/COTTLE
 EN0711  USGS QUAD   -  DEVILS CANYON (1981)
 EN0711
 EN0711                         *CURRENT SURVEY CONTROL
 EN0711  ___________________________________________________________________
 EN0711* NAD 83(1993)-  34 04 35.27851(N)    100 26 46.00273(W)     ADJUSTED  
 EN0711* NAVD 88     -       608.     (meters)    1995.     (feet)  SCALED    
 EN0711  ___________________________________________________________________
 EN0711  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 EN0711  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 EN0711
 EN0711  HORZ ORDER  -  SECOND
 EN0711
 EN0711.The horizontal coordinates were established by classical geodetic methods
 EN0711.and adjusted by the National Geodetic Survey in February 1996..
 EN0711
 EN0711.The orthometric height was scaled from a topographic map.
 EN0711
 EN0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0711
 EN0711.The geoid height was determined by GEOID03.
 EN0711
 EN0711;                    North         East     Units Scale Factor Converg.
 EN0711;SPC TXNC     - 2,268,902.833   420,374.572   MT  1.00003248   -1 03 41.0
 EN0711;SPC TXNC     - 7,443,892.04  1,379,178.91   sFT  1.00003248   -1 03 41.0
 EN0711;UTM  14      - 3,771,578.040   366,569.169   MT  0.99981947   -0 48 37.3
 EN0711
 EN0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0711!SPC TXNC     -   0.99990890  x   1.00003248  =   0.99994138
 EN0711!UTM  14      -   0.99990890  x   0.99981947  =   0.99972839
 EN0711
 EN0711|---------------------------------------------------------------------|
 EN0711| PID    Reference Object                     Distance      Geod. Az  |
 EN0711|                                                           dddmmss.s |
 EN0711| CX7611 BIRD RM 1                             8.858 METERS 01552     |
 EN0711| CX7610 BIRD AZ MK                                         0242913.8 |
 EN0711| CX7612 BIRD RM 2                             8.803 METERS 26434     |
 EN0711|---------------------------------------------------------------------|
 EN0711
 EN0711                          SUPERSEDED SURVEY CONTROL
 EN0711
 EN0711  NAD 83(1993)-  34 04 35.27984(N)    100 26 46.00257(W) AD(       ) 2
 EN0711  NAD 83(1986)-  34 04 35.28412(N)    100 26 45.99563(W) AD(       ) 2
 EN0711  NAD 27      -  34 04 35.01157(N)    100 26 44.56360(W) AD(       ) 2
 EN0711
 EN0711.Superseded values are not recommended for survey control.
 EN0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0711.See file dsdata.txt to determine how the superseded data were derived.
 EN0711
 EN0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC6656971578(NAD 83)
 EN0711_MARKER: DS = TRIANGULATION STATION DISK
 EN0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0711
 EN0711  HISTORY     - Date     Condition        Report By
 EN0711  HISTORY     - 1965     MONUMENTED       CGS
 EN0711
 EN0711                          STATION DESCRIPTION
 EN0711
 EN0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0711'THE STATION IS LOCATED ABOUT 22 MILES EAST NORTHEAST OF MATADOR, 10
 EN0711'MILES SOUTH OF CEE VEE, 9-1/2 MILES NORTHWEST OF PADUCAH, ON THE
 EN0711'PEASE RIVER RANCH.  THE RANCH IS OWNED BY MR. CHARLES BIRD OF
 EN0711'MIDLAND, TEXAS.
 EN0711'
 EN0711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62, 70 AND 83
 EN0711'IN PADUCAH, GO WEST ON U.S. HIGHWAY 62 AND 70 FOR 4.75 MILES TO THE
 EN0711'JUNCTION OF FARM ROAD 1037, CONTINUE AHEAD FOR 1.1 MILES TO A CROSS
 EN0711'ROAD.  TURN RIGHT AND GO NORTH AND NORTHWESTERLY FOR 3.4 MILES TO
 EN0711'A CATTLE GUARD AND SIGN PEASE RIVER RANCH.  CROSS THE CATTLE GUARD
 EN0711'AND CONTINUE ON THE MAIN ROAD FOR 0.45 MILE TO A SIDE ROAD RIGHT.
 EN0711'TURN RIGHT AND GO 1.1 MILE, PASSING THROUGH A BOARD GATE, TO A
 EN0711'METAL GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD FOR 0.7
 EN0711'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, LEAVING THE MAIN
 EN0711'ROAD, AND GO NORTHERLY FOR 0.3 MILE TO A METAL GATE AND A
 EN0711'WINDMILL.  PASS THROUGH AND GO NORTHERLY UP A DRAW FOR 0.5 MILE,
 EN0711'THENCE NORTHERLY FOR 1.55 MILE TO A METAL GATE IN A NORTH-SOUTH
 EN0711'FENCE LINE.  PASS THROUGH THE GATE AND TAKE THE RIGHT FORK AND GO
 EN0711'NORTH ALONG THE WEST SIDE OF THE FENCE, THENCE NORTHEAST ON THE
 EN0711'MAIN ROAD FOR 2.4 MILES TO THE STATION ON THE LEFT.  TO REACH THE
 EN0711'AZIMUTH MARK CONTINUE AHEAD FOR 0.1 MILE TO A FORK, TAKE THE LEFT
 EN0711'FORK AND GO NORTH FOR 0.1 MILE TO A FENCE CORNER, THENCE NORTH
 EN0711'ALONG THE WEST SIDE OF THE FENCE FOR 0.25 MILE TO THE MARK ON THE
 EN0711'RIGHT.
 EN0711'
 EN0711'THE STATION MARK IS A STANDARD DISK, STAMPED BIRD 1964, SET IN THE
 EN0711'TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 66 FEET
 EN0711'NORTH OF THE CENTER LINE OF THE TRACK ROAD, AND 5.4 FEET NORTH OF A
 EN0711'WITNESS POST.
 EN0711'
 EN0711'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIRD NO 1 1964, SET IN
 EN0711'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0711'PROJECTS 4 INCHES.  IT IS 33.2 FEET NORTHEAST OF THE WITNESS POST AND
 EN0711'AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0711'
 EN0711'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIRD NO 2 1964, SET IN
 EN0711'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0711'PROJECTS 4 INCHES.  IT IS 69 FEET NORTH OF THE CENTERLINE OF THE
 EN0711'TRACK ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0711'
 EN0711'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BIRD 1964, SET IN THE
 EN0711'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 EN0711'INCHES.  IT IS 94.4 FEET NORTH OF A NORTH GATE POST, 7 FEET EAST OF
 EN0711'THE CENTERLINE OF A TRACK ROAD, 2.9 FEET SOUTH OF A WITNESS POST
 EN0711'AND 0.9 FEET WEST OF THE NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0986 ***********************************************************************
 CU0986  DESIGNATION -  BIRD ET
 CU0986  PID         -  CU0986
 CU0986  STATE/COUNTY-  TX/STERLING
 CU0986  USGS QUAD   -  MC WHORTER MOUNTAIN (1959)
 CU0986
 CU0986                         *CURRENT SURVEY CONTROL
 CU0986  ___________________________________________________________________
 CU0986* NAD 83(1993)-  32 00 41.20011(N)    101 00 00.80700(W)     ADJUSTED  
 CU0986* NAVD 88     -       799.7    (meters)    2624.     (feet)  VERTCON   
 CU0986  ___________________________________________________________________
 CU0986  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CU0986  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 CU0986
 CU0986  HORZ ORDER  -  THIRD
 CU0986
 CU0986.The horizontal coordinates were established by classical geodetic methods
 CU0986.and adjusted by the National Geodetic Survey in February 1996..
 CU0986
 CU0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0986
 CU0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0986
 CU0986.The geoid height was determined by GEOID03.
 CU0986
 CU0986;                    North         East     Units Scale Factor Converg.
 CU0986;SPC TX C     - 3,260,135.149   636,989.269   MT  1.00003693   -0 20 36.6
 CU0986;SPC TX C     -10,695,960.07  2,089,855.63   sFT  1.00003693   -0 20 36.6
 CU0986;SPC TXNC     - 2,041,044.989   363,789.113   MT  1.00003599   -1 21 49.0
 CU0986;SPC TXNC     - 6,696,328.43  1,193,531.45   sFT  1.00003599   -1 21 49.0
 CU0986;UTM  14      - 3,543,452.759   311,074.670   MT  1.00004020   -1 03 38.2
 CU0986
 CU0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0986!SPC TX C     -   0.99987838  x   1.00003693  =   0.99991531
 CU0986!SPC TXNC     -   0.99987838  x   1.00003599  =   0.99991437
 CU0986!UTM  14      -   0.99987838  x   1.00004020  =   0.99991858
 CU0986
 CU0986:                Primary Azimuth Mark                     Grid Az
 CU0986:SPC TX C     -  MC INTYRE ET                             227 16 50.7
 CU0986:SPC TXNC     -  MC INTYRE ET                             228 18 03.1
 CU0986:UTM  14      -  MC INTYRE ET                             227 59 52.3
 CU0986
 CU0986|---------------------------------------------------------------------|
 CU0986| PID    Reference Object                     Distance      Geod. Az  |
 CU0986|                                                           dddmmss.s |
 CU0986| CB0928 MC INTYRE ET                        APPROX.16.1 KM 2265614.1 |
 CU0986|---------------------------------------------------------------------|
 CU0986
 CU0986                          SUPERSEDED SURVEY CONTROL
 CU0986
 CU0986  NAD 83(1986)-  32 00 41.20502(N)    101 00 00.79772(W) AD(       ) 3
 CU0986  NAD 27      -  32 00 40.73618(N)    100 59 59.38228(W) AD(       ) 3
 CU0986  NGVD 29 (07/19/86)  799.5    (m)         2623.     (f) VERT ANG       
 CU0986
 CU0986.Superseded values are not recommended for survey control.
 CU0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0986.See file dsdata.txt to determine how the superseded data were derived.
 CU0986
 CU0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA1107543453(NAD 83)
 CU0986_MARKER: DD = SURVEY DISK
 CU0986_SETTING: 66 = SET IN ROCK OUTCROP
 CU0986_SP_SET: SET IN BEDROCK
 CU0986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0986+STABILITY: POSITION/ELEVATION WELL
 CU0986
 CU0986  HISTORY     - Date     Condition        Report By
 CU0986  HISTORY     - 1962     MONUMENTED       USGS
 CU0986
 CU0986                          STATION DESCRIPTION
 CU0986
 CU0986'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CU0986'STATION LOCATED ABOUT 11 MI. N. OF STERLING CITY, 1.25 MI. E. OF STATE
 CU0986'HIGHWAY 163 BEHIND LOCKED GATE, 0.25 MI. N. OF RD. TO BIRD RANCH, ON
 CU0986'THE HIGHEST POINT OF CEDAR COVERED HILL.
 CU0986'
 CU0986'TO REACH FROM STERLING CITY COURTHOUSE, GO E. AND N. ON STATE HIGHWAY
 CU0986'158 6.8 MI. TO T-RD. LEFT AT SUMMIT OF HILL, PROCEED NW. ALONG GRAVEL
 CU0986'RD. 6.8 MI. TO BIRD RANCH, PASS THRU GATE AT E. END OF CORRALS,
 CU0986'PROCEED NW. ALONG MAIN TRAVELED RD. 0.9 MI. TO GATE, PASS THRU GATE
 CU0986'AND CONTINUE NW. 1.4 MI. TO GATE, PASS THRU GATE AND GO NW. 0.4 MI.
 CU0986'TO Y-RD. JUNCTION, TAKE RIGHT FORK, N. 0.4 MI. TO REVERSE Y-RD.
 CU0986'JUNCTION, TURN HARD RIGHT AND GO E. ALONG TRAIL 0.3 MI., STATION
 CU0986'IS LOCATED 0.1 MI. N. ON HILL TOP.
 CU0986'
 CU0986'STATION MARK--STANDARD ALUMINUM TABLET SET IN BEDROCK, STAMPED
 CU0986'---BIRD-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2721 ***********************************************************************
 BY2721  DESIGNATION -  BIRD MTN TEX FOREST S LOT 1942
 BY2721  PID         -  BY2721
 BY2721  STATE/COUNTY-  TX/ANDERSON
 BY2721  USGS QUAD   -  DENSON SPRINGS (1982)
 BY2721
 BY2721                         *CURRENT SURVEY CONTROL
 BY2721  ___________________________________________________________________
 BY2721* NAD 83(1993)-  31 39 21.69261(N)    095 19 59.90569(W)     ADJUSTED  
 BY2721* NAVD 88     -                                                        
 BY2721  ___________________________________________________________________
 BY2721  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BY2721  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY2721
 BY2721  HORZ ORDER  -  THIRD
 BY2721
 BY2721.The horizontal coordinates were established by classical geodetic methods
 BY2721.and adjusted by the National Geodetic Survey in February 1996..
 BY2721
 BY2721
 BY2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2721
 BY2721.The geoid height was determined by GEOID03.
 BY2721
 BY2721;                    North         East     Units Scale Factor Converg.
 BY2721;SPC TX C     - 3,231,191.746 1,174,038.655   MT  0.99994684   +2 34 31.1
 BY2721;SPC TX C     -10,601,001.59  3,851,825.15   sFT  0.99994684   +2 34 31.1
 BY2721;UTM  15      - 3,504,674.823   278,760.183   MT  1.00020373   -1 13 30.2
 BY2721
 BY2721                          SUPERSEDED SURVEY CONTROL
 BY2721
 BY2721  NAD 83(1986)-  31 39 21.70326(N)    095 19 59.89146(W) AD(       ) 4
 BY2721  NAD 27      -  31 39 21.06900(N)    095 19 59.08300(W) AD(       ) 3
 BY2721
 BY2721.Superseded values are not recommended for survey control.
 BY2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2721.See file dsdata.txt to determine how the superseded data were derived.
 BY2721
 BY2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR7876004675(NAD 83)
 BY2721_MARKER: 57 = LOOKOUT TOWER
 BY2721
 BY2721  HISTORY     - Date     Condition        Report By
 BY2721  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2721
 BY2721                          STATION DESCRIPTION
 BY2721
 BY2721'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2721'STATION IS ABOUT 8 MILES E OF SLOCUM, NEAR THE N END OF A
 BY2721'HIGH N-S TIMBERED RIDGE AND 27.140 METERS, 89.04 FEET, NNE
 BY2721'OF TRIANGULATION STATION BIRD.
 BY2721'
 BY2721'STATION IS THE STANDARD TYPE STEEL LOOKOUT TOWER, CONSISTING
 BY2721'OF A SQUARE HOUSE ON A 4-LEGGED TRUSSWORK SUPPORTING TOWER
 BY2721'AND BELONGING TO THE TEXAS FOREST SERVICE.  IT IS ABOUT 90
 BY2721'FEET HIGH AND IS PAINTED GRAY.
 BY2721'
 BY2721'IT WAS LOCATED BY TRAVERSE FROM STATION BIRD AND THE POINT
 BY2721'LOCATED WAS THE CENTER OF THE TOWER.  THIS IS AN INTERSECTION
 BY2721'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0614 ***********************************************************************
 DP0614  DESIGNATION -  BIRDWELL
 DP0614  PID         -  DP0614
 DP0614  STATE/COUNTY-  TX/GARZA
 DP0614  USGS QUAD   -  JUSTICEBURG SE (1969)
 DP0614
 DP0614                         *CURRENT SURVEY CONTROL
 DP0614  ___________________________________________________________________
 DP0614* NAD 83(1993)-  33 05 58.98821(N)    101 04 11.44059(W)     ADJUSTED  
 DP0614* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 DP0614  ___________________________________________________________________
 DP0614  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DP0614  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DP0614
 DP0614  HORZ ORDER  -  FIRST
 DP0614
 DP0614.The horizontal coordinates were established by classical geodetic methods
 DP0614.and adjusted by the National Geodetic Survey in February 1996..
 DP0614
 DP0614.The orthometric height was scaled from a topographic map.
 DP0614
 DP0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0614
 DP0614.The geoid height was determined by GEOID03.
 DP0614
 DP0614;                    North         East     Units Scale Factor Converg.
 DP0614;SPC TXNC     - 2,161,844.449   360,164.677   MT  0.99987297   -1 24 05.7
 DP0614;SPC TXNC     - 7,092,651.33  1,181,640.28   sFT  0.99987297   -1 24 05.7
 DP0614;UTM  14      - 3,664,247.685   306,844.454   MT  1.00006003   -1 07 50.5
 DP0614
 DP0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0614!SPC TXNC     -   0.99988891  x   0.99987297  =   0.99976190
 DP0614!UTM  14      -   0.99988891  x   1.00006003  =   0.99994894
 DP0614
 DP0614|---------------------------------------------------------------------|
 DP0614| PID    Reference Object                     Distance      Geod. Az  |
 DP0614|                                                           dddmmss.s |
 DP0614| CJ6644 BIRDWELL RM 1                        11.317 METERS 05721     |
 DP0614| CJ6645 BIRDWELL RM 2                        12.410 METERS 15005     |
 DP0614| CJ6643 BIRDWELL AZ MK                                     2651532.8 |
 DP0614|---------------------------------------------------------------------|
 DP0614
 DP0614                          SUPERSEDED SURVEY CONTROL
 DP0614
 DP0614  NAD 83(1993)-  33 05 58.99165(N)    101 04 11.43345(W) AD(       ) 1
 DP0614  NAD 83(1986)-  33 05 58.99365(N)    101 04 11.43090(W) AD(       ) 1
 DP0614  NAD 27      -  33 05 58.64499(N)    101 04 09.97238(W) AD(       ) 1
 DP0614
 DP0614.Superseded values are not recommended for survey control.
 DP0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0614.See file dsdata.txt to determine how the superseded data were derived.
 DP0614
 DP0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0684464248(NAD 83)
 DP0614_MARKER: DS = TRIANGULATION STATION DISK
 DP0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0614_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0614
 DP0614  HISTORY     - Date     Condition        Report By
 DP0614  HISTORY     - 1968     MONUMENTED       CGS
 DP0614
 DP0614                          STATION DESCRIPTION
 DP0614
 DP0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0614'STATION IS LOCATED AIRLINE, ABOUT 19 MILES EAST-SOUTHEAST OF POST,
 DP0614'19 MILES SOUTHWEST OF CLAIRMONT AND 9 MILES EAST-NORTHEAST OF
 DP0614'JUSTICEBURG.
 DP0614'
 DP0614'TO REACH FROM THE POST OFFICE IN JUSTICEBURG, GO NORTH ON
 DP0614'U.S. HIGHWAY 84 FOR 0.4 MILE TO JUNCTION OF FARM ROAD 2458 ON THE
 DP0614'RIGHT, TURN RIGHT ON FARM ROAD 2458 AND GO EAST AND NORTH ON
 DP0614'PAVED ROAD FOR 6.0 MILES TO WHERE PAVED ROAD ENDS, CONTINUE ON
 DP0614'GRAVEL ROAD FOR 0.65 MILE TO A FORK, TAKE RIGHT FORK AND GO
 DP0614'EAST ON GRAVEL ROAD FOR 2.0 MILES TO A CATTLE GUARD, CONTINUE
 DP0614'FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR
 DP0614'0.5 MILE TO A CATTLE GUARD, CONTINUE FOR 0.35 MILE TO A DIM
 DP0614'TRACK ROAD RIGHT, TURN RIGHT ON DIM TRACK ROAD AND GO SOUTH
 DP0614'FOR 0.2 MILE TO THE STATION ON THE RIGHT ON THE HIGHEST POINT
 DP0614'OF HILL.
 DP0614'
 DP0614'STATION MARK, A STANDARD DISK STAMPED BIRDWELL 1968, IS SET IN
 DP0614'THE TOP OF A 12-INCH CONCRETE POST WHICH PROJECTS 2 INCHES
 DP0614'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 24 FEET SOUTHWEST
 DP0614'OF THE CENTER OF TRACK ROAD.
 DP0614'
 DP0614'REFERENCE MARK 1, A STANDARD DISK STAMPED BIRDWELL NO 1 1968,
 DP0614'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS
 DP0614'3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 14.0 FEET
 DP0614'NORTHEAST OF THE CENTER OF TRACK ROAD.
 DP0614'
 DP0614'REFERENCE MARK 2, A STANDARD DISK STAMPED BIRDWELL NO 2 1968,
 DP0614'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS
 DP0614'6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 31.0 FEET
 DP0614'SOUTHWEST OF THE CENTER OF TRACK ROAD.
 DP0614'
 DP0614'AZIMUTH MARK, A STANDARD DISK STAMPED BIRDWELL 1968, SET IN
 DP0614'THE TOP OF 12-INCH ROUND CONCRETE POST WHICH PROJECTS 4 INCHES
 DP0614'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 3.2 FEET NORTHWEST
 DP0614'OF TELEPHONE POLE WITH WITNESS SIGN ATTACHED AND 44.0 FEET
 DP0614'SOUTHEAST OF CENTER OF ROAD.
 DP0614'
 DP0614'DISTANCE BETWEEN REFERENCE MARKS, 56.39 FEET 17.188 METERS.
 DP0614'
 DP0614'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0701 ***********************************************************************
 BN0701  DESIGNATION -  BIRK
 BN0701  PID         -  BN0701
 BN0701  STATE/COUNTY-  TX/LLANO
 BN0701  USGS QUAD   -  CASTELL (1967)
 BN0701
 BN0701                         *CURRENT SURVEY CONTROL
 BN0701  ___________________________________________________________________
 BN0701* NAD 83(1993)-  30 41 35.91104(N)    098 54 22.91890(W)     ADJUSTED  
 BN0701* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 BN0701  ___________________________________________________________________
 BN0701  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 BN0701  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 BN0701
 BN0701  HORZ ORDER  -  SECOND
 BN0701
 BN0701.The horizontal coordinates were established by classical geodetic methods
 BN0701.and adjusted by the National Geodetic Survey in February 1996..
 BN0701
 BN0701.The orthometric height was scaled from a topographic map.
 BN0701
 BN0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0701
 BN0701.The geoid height was determined by GEOID03.
 BN0701
 BN0701;                    North         East     Units Scale Factor Converg.
 BN0701;SPC TX C     - 3,114,685.320   836,697.679   MT  0.99989611   +0 44 05.9
 BN0701;SPC TX C     -10,218,763.42  2,745,065.64   sFT  0.99989611   +0 44 05.9
 BN0701;UTM  14      - 3,395,617.373   508,967.316   MT  0.99960099   +0 02 52.1
 BN0701
 BN0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0701!SPC TX C     -   0.99994233  x   0.99989611  =   0.99983845
 BN0701!UTM  14      -   0.99994233  x   0.99960099  =   0.99954335
 BN0701
 BN0701:                Primary Azimuth Mark                     Grid Az
 BN0701:SPC TX C     -  BIRK AZ MK                               009 56 59.0
 BN0701:UTM  14      -  BIRK AZ MK                               010 38 12.8
 BN0701
 BN0701|---------------------------------------------------------------------|
 BN0701| PID    Reference Object                     Distance      Geod. Az  |
 BN0701|                                                           dddmmss.s |
 BN0701| CV3816 BIRK AZ MK                                         0104104.9 |
 BN0701| CV3817 BIRK RM 1                            11.948 METERS 13844     |
 BN0701| BN0722 LOYAL MTN MICROWE RADIO MAST        APPROX.16.8 KM 2213030.4 |
 BN0701| CV4267 BIRK RM 2                            10.119 METERS 26528     |
 BN0701|---------------------------------------------------------------------|
 BN0701
 BN0701                          SUPERSEDED SURVEY CONTROL
 BN0701
 BN0701  NAD 83(1986)-  30 41 35.92161(N)    098 54 22.90524(W) AD(       ) 2
 BN0701  NAD 27      -  30 41 35.27750(N)    098 54 21.73710(W) AD(       ) 2
 BN0701
 BN0701.Superseded values are not recommended for survey control.
 BN0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0701.See file dsdata.txt to determine how the superseded data were derived.
 BN0701
 BN0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0896795617(NAD 83)
 BN0701_MARKER: DS = TRIANGULATION STATION DISK
 BN0701_SETTING: 66 = SET IN ROCK OUTCROP
 BN0701
 BN0701  HISTORY     - Date     Condition        Report By
 BN0701  HISTORY     - 1956     MONUMENTED       CGS
 BN0701
 BN0701                          STATION DESCRIPTION
 BN0701
 BN0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0701'THE STATION IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF CASTELL,
 BN0701'0.65 MILE SOUTH OF FARM ROAD 152, 5 FEET EAST-SOUTHEAST
 BN0701'OF A WHITE 4 IN X 4 IN WITNESS POST, AND ON LAND OWNED BY
 BN0701'MR. NORMAN BIRK.
 BN0701'
 BN0701'TO REACH THE STATION FROM THE POST OFFICE IN CASTELL, GO
 BN0701'EASTERLY ON FARM ROAD 152 FOR 3.3 MILES TO A CROSSROAD, A
 BN0701'GATE ON THE RIGHT AND THE AZIMUTH MARK ON THE NORTH SIDE
 BN0701'OF THE HIGHWAY AS DESCRIBED BELOW, TURN RIGHT (SOUTH) PASS
 BN0701'THROUGH GATE AND GO FOR 0.3 MILE TO WHERE THE MAIN ROAD
 BN0701'CURVES TO THE LEFT AND DIM TRACK ROAD LEADS SOUTH, GO SOUTH
 BN0701'ON DIM TRACK ROAD CROSSING A SMALL WASH AND CONTINUE FOR
 BN0701'0.4 MILE TO THE TOP OF A GRADE, TURN RIGHT (SOUTHWEST) ACROSS
 BN0701'PASTURE LAND FOR 0.05 MILE TO THE HIGHEST POINT OF THE RIDGE
 BN0701'AND STATION.
 BN0701'
 BN0701'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE BEDROCK, AND THE
 BN0701'DISK IS STAMPED BIRK 1956.
 BN0701'
 BN0701'REFERENCE MARK 1 IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0701'AND THE DISK IS STAMPED BIRK NO 1 1956.
 BN0701'
 BN0701'REFERENCE MARK 2 IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0701'AND THE DISK IS STAMPED BIRK NO 2 1956.
 BN0701'
 BN0701'THE AZIMUTH MARK IS 120 FEET EAST OF NORMAN BIRKS MAILBOX,
 BN0701'33 FEET NORTH OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTHEAST
 BN0701'OF A WHITE 4 IN X 4 IN WITNESS POST, AND 3.5 FEET SOUTH
 BN0701'OF A WIRE FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 BN0701'BEDROCK, AND THE DISK IS STAMPED BIRK 1956.
 BN0701'
 BN0701'ALL MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN OUTCROPPING
 BN0701'BEDROCK.
 BN0701'
 BN0701'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0931 ***********************************************************************
 DO0931  DESIGNATION -  BISBEE
 DO0931  PID         -  DO0931
 DO0931  STATE/COUNTY-  TX/KNOX
 DO0931  USGS QUAD   -  BENJAMIN (1967)
 DO0931
 DO0931                         *CURRENT SURVEY CONTROL
 DO0931  ___________________________________________________________________
 DO0931* NAD 83(1993)-  33 36 30.98359(N)    099 47 46.41450(W)     ADJUSTED  
 DO0931* NAVD 88     -       476.4    (meters)    1563.     (feet)  VERTCON   
 DO0931  ___________________________________________________________________
 DO0931  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DO0931  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DO0931
 DO0931  HORZ ORDER  -  FIRST
 DO0931
 DO0931.The horizontal coordinates were established by classical geodetic methods
 DO0931.and adjusted by the National Geodetic Survey in February 1996..
 DO0931
 DO0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0931
 DO0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0931
 DO0931.The geoid height was determined by GEOID03.
 DO0931
 DO0931;                    North         East     Units Scale Factor Converg.
 DO0931;SPC TXNC     - 2,216,087.848   479,714.696   MT  0.99991975   -0 42 25.0
 DO0931;SPC TXNC     - 7,270,614.88  1,573,863.97   sFT  0.99991975   -0 42 25.0
 DO0931;UTM  14      - 3,719,044.532   426,133.788   MT  0.99966726   -0 26 26.7
 DO0931
 DO0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0931!SPC TXNC     -   0.99992965  x   0.99991975  =   0.99984941
 DO0931!UTM  14      -   0.99992965  x   0.99966726  =   0.99959694
 DO0931
 DO0931:                Primary Azimuth Mark                     Grid Az
 DO0931:SPC TXNC     -  BISBEE AZ MK                             145 45 45.8
 DO0931:UTM  14      -  BISBEE AZ MK                             145 29 47.5
 DO0931
 DO0931|---------------------------------------------------------------------|
 DO0931| PID    Reference Object                     Distance      Geod. Az  |
 DO0931|                                                           dddmmss.s |
 DO0931| CX7613 BISBEE AZ MK                                       1450320.8 |
 DO0931| DO0929 BENJAMIN MUNICIPAL TANK             APPROX. 2.9 KM 1771149.1 |
 DO0931| CX7615 BISBEE RM 2                          31.309 METERS 25819     |
 DO0931| CX7614 BISBEE RM 1                          32.172 METERS 35423     |
 DO0931|---------------------------------------------------------------------|
 DO0931
 DO0931                          SUPERSEDED SURVEY CONTROL
 DO0931
 DO0931  NAD 83(1993)-  33 36 30.98529(N)    099 47 46.41513(W) AD(       ) 1
 DO0931  NAD 83(1986)-  33 36 30.99047(N)    099 47 46.40599(W) AD(       ) 1
 DO0931  NAD 27      -  33 36 30.66600(N)    099 47 45.08000(W) AD(       ) 1
 DO0931  NGVD 29 (07/19/86)  476.3    (m)         1563.     (f) VERT ANG       
 DO0931
 DO0931.Superseded values are not recommended for survey control.
 DO0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0931.See file dsdata.txt to determine how the superseded data were derived.
 DO0931
 DO0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2613419045(NAD 83)
 DO0931_MARKER: DS = TRIANGULATION STATION DISK
 DO0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0931_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0931
 DO0931  HISTORY     - Date     Condition        Report By
 DO0931  HISTORY     - 1935     MONUMENTED       CGS
 DO0931  HISTORY     - 1936     GOOD             CGS
 DO0931  HISTORY     - 1938     GOOD             TXHD
 DO0931  HISTORY     - 1958     GOOD             LOCSUR
 DO0931  HISTORY     - 1958     GOOD             CGS
 DO0931  HISTORY     - 1961     GOOD             CGS
 DO0931  HISTORY     - 1967     GOOD             USGS
 DO0931  HISTORY     - 1974     GOOD             NGS
 DO0931
 DO0931                          STATION DESCRIPTION
 DO0931
 DO0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0931'STATION IS ON THE PROPERTY OF MRS. W.F. BISBEE, ON THE W SIDE
 DO0931'OF STATE HIGHWAY 16, 1-3/4 MILES N OF THE BENJAMIN COURTHOUSE
 DO0931'AND 12-3/4 MILES E OF THE KING-KNOX COUNTY LINE.  MARK IS
 DO0931'145 FEET W OF THE CENTER LINE OF STATE HIGHWAY 16, AND 20
 DO0931'FEET N OF E-W FENCE LINE.
 DO0931'
 DO0931'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0931'BRONZE DISKS SET IN CONCRETE.
 DO0931'
 DO0931'REFERENCE MARK NO. 1 IS SET 20 FEET E AND 35 FEET S OF EDGE
 DO0931'OF CANYON.
 DO0931'
 DO0931'REFERENCE MARK NO. 2 IS IN E-W FENCE LINE.
 DO0931'
 DO0931'AZIMUTH MARK IS ABOUT 0.35 MILE SE OF STATION.  TO REACH
 DO0931'FROM STATION, GO E TO HIGHWAY, THENCE S FOR 0.35 MILE TO MARK
 DO0931'IN W RIGHT-OF-WAY FENCE.
 DO0931'
 DO0931'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 DO0931'16 AND 24 IN BENJAMIN, GO N ON STATE HIGHWAY 16 FOR 1.75
 DO0931'MILES OR 0.15 MILE PAST THE W END OF A REVERSE CURVE.  STATION
 DO0931'IS 145 FEET W OF THIS POINT.
 DO0931'
 DO0931'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 DO0931
 DO0931                          STATION RECOVERY (1936)
 DO0931
 DO0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 DO0931'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 DO0931'CONDITION.  IT IS ABOUT 1-1/2 MILES N OF BENJAMIN AND ABOUT
 DO0931'35 YARDS W OF THE CENTER OF STATE HIGHWAY 16, ON THE HIGHEST
 DO0931'POINT OF THE DIVIDE BETWEEN THE BRAZOS AND THE SOUTH FORK.
 DO0931'
 DO0931'THE AZIMUTH MARK IS ABOUT 1/3 MILE SSE OF THE STATION.  IT IS
 DO0931'ABOUT 220 YARDS E OF THE NEW HIGHWAY IN THE FENCE LINE ON
 DO0931'THE W SIDE OF THE OLD HIGHWAY.
 DO0931'
 DO0931'TO REACH THE STATION FROM BENJAMIN, GO N ON STATE HIGHWAY 16
 DO0931'FOR 1.7 MILES TO THE TOP OF THE DIVIDE AND A FENCE CORNER
 DO0931'AT THE W SIDE OF THE HIGHWAY.
 DO0931
 DO0931                          STATION RECOVERY (1938)
 DO0931
 DO0931'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DO0931'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 DO0931'GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DO0931
 DO0931                          STATION RECOVERY (1958)
 DO0931
 DO0931'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958 (LOJ)
 DO0931'LETTER OF MR. L.O. JACKSON, MUNDAY, TEXAS DATED MARCH 2, 1958--
 DO0931'
 DO0931'STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND IN GOOD
 DO0931'CONDITION.
 DO0931'
 DO0931'TO REACH THE STATION FROM BENJAMIN GO N ON STATE HWY
 DO0931'283 1.8 MILES TO A E-W FENCE, THE NORTH SIDE OF A CULTIVATED
 DO0931'FIELD AND THE BEGINNING OF A CEDAR BREAKS PASTURE ON THE
 DO0931'WEST SIDE OF HIGHWAY.  STATION IS IN SE CORNER OF THE CEDAR
 DO0931'BREAKS PASTURE.
 DO0931'
 DO0931'TO REACH THE ZIMUTH MARK FROM STATION GO S ON HIGHWAY 0.3
 DO0931'MILE TO A E-W FENCE ON EITHER SIDE OF HIGHWAY, FOLLOW THIS
 DO0931'FENCE E APPROXIMATELY 650 FEET TO INTERSECTION WITH A N-S
 DO0931'FENCE AND THE AZIMUTH MARK IS 3 FEET N OF FENCE INTERSECTION.
 DO0931
 DO0931                          STATION RECOVERY (1958)
 DO0931
 DO0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 DO0931'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 DO0931'ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT WITH THE EXCEPTION
 DO0931'THAT THE NUMBER OF THE HIGHWAY HAS BEEN CHANGED FROM 16 TO
 DO0931'283.
 DO0931'
 DO0931'THE STATION MARK IS 35 YARDS WEST OF THE CENTER LINE OF STATE
 DO0931'HIGHWAY 283 AND 28 FEET NORTHWEST OF THE NORTHEAST CORNER
 DO0931'OF A CULTIVATED FIELD.
 DO0931'
 DO0931'THE AZIMUTH MARK IS IN THE WEST FENCE LINE ON THE WEST SIDE
 DO0931'OF THE OLD ABANDONED HIGHWAY, ABOUT 220 YARDS EAST OF THE
 DO0931'PRESENT HIGHWAY AND ON LINE WITH AN EAST-WEST FENCE LINE.
 DO0931
 DO0931                          STATION RECOVERY (1961)
 DO0931
 DO0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JRM)
 DO0931'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 DO0931'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 COULD NOT BE
 DO0931'LOCATED.  CUT BANK HAS BEEN CUT DOWN.  DIRECTIONS FOR PROCEEDING
 DO0931'TO STATION SITE ARE CORRECT.
 DO0931
 DO0931                          STATION RECOVERY (1967)
 DO0931
 DO0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (CFL)
 DO0931'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DO0931'REFERENCE MARKS 1 AND 2
 DO0931'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 DO0931'SEARCHED FOR.
 DO0931
 DO0931                          STATION RECOVERY (1974)
 DO0931
 DO0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0931'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DO0931'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 DO0931'HORIZONTAL DIRECTIONS TO THE MARKS CHECKED THE 1935 DATA
 DO0931'ADEQUATE.  A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 DO0931'
 DO0931'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF RHINELAND,
 DO0931'10 MILES SOUTH OF TRUSCOTT, 1-1/2 MILES NORTH OF BENJAMIN AND
 DO0931'ON LAND OWNED BY MR. JIM BOB BISBEE, WHO LIVES ABOUT 1/4 MILE
 DO0931'EAST-SOUTHEAST OF THE STATION.
 DO0931'
 DO0931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DO0931'STATE HIGHWAY 283 IN BENJAMIN, GO NORTH ON STATE HIGHWAY 283
 DO0931'FOR 1.4 MILES TO A SIDE ROAD RIGHT, (TURN RIGHT AND GO EAST ON A
 DO0931'DIRT ROAD FOR 0.1 MILE TO AN ANTENNA ON THE LEFT, HERE PACK SOUTH
 DO0931'ALONG A NORTH-SOUTH FENCE LINE FOR ABOUT 200 YARDS TO THE
 DO0931'AZIMUTH MARK) CONTINUE NORTH ON STATE HIGHWAY 283 FOR 0.1 MILE
 DO0931'TO THE STATION ON THE LEFT.
 DO0931'
 DO0931'STATION MARKS ARE STANDARD DISKS STAMPED BISBEE 1935.  THE
 DO0931'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0931'MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 DO0931'IT IS 117 FEET WEST OF THE YELLOW CENTERLINE OF STATE HIGHWAY 283,
 DO0931'22 FEET NORTH OF A EAST-WEST FENCE LINE AND 17 FEET NORTHWEST
 DO0931'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 DO0931'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 DO0931'GROUND SURFACE.
 DO0931'
 DO0931'REFERENCE MARK 1, A STANDARD DISK STAMPED BISBEE NO 1 1935,
 DO0931'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0931'THAT PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 115
 DO0931'FEET WEST OF THE YELLOW CENTERLINE OF STATE HIGHWAY 283, 108
 DO0931'FEET NORTH OF THE METAL WITNESS POST AND 15 FEET WEST OF A
 DO0931'NORTH-SOUTH FENCELINE.
 DO0931'
 DO0931'REFERENCE MARK 2, A STANDARD DISK STAMPED BISBEE NO 2 1935,
 DO0931'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0931'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 119
 DO0931'FEET WEST OF THE METAL WITNESS POST AND 2 FEET NORTH OF THE
 DO0931'EAST-WEST FENCELINE.
 DO0931'
 DO0931'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BISBEE
 DO0931'1935 AZI, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0931'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 DO0931'IT IS 30 FEET WEST OF A NORTH-SOUTH FENCELINE AND 1.5 FEET
 DO0931'NORTH OF A METAL WITNESS POST.
 DO0931'
 DO0931'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 FEET.
 DO0931'
 DO0931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 DO0931'NORTH OF BENJAMIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0258 ***********************************************************************
 BB0258  DESIGNATION -  BISHOP
 BB0258  PID         -  BB0258
 BB0258  STATE/COUNTY-  TX/PRESIDIO
 BB0258  USGS QUAD   -  PLATA NE (1983)
 BB0258
 BB0258                         *CURRENT SURVEY CONTROL
 BB0258  ___________________________________________________________________
 BB0258* NAD 83(1993)-  29 59 22.40219(N)    104 03 10.61109(W)     ADJUSTED  
 BB0258* NAVD 88     -      1387.     (meters)    4551.     (feet)  SCALED    
 BB0258  ___________________________________________________________________
 BB0258  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BB0258  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 BB0258
 BB0258  HORZ ORDER  -  SECOND
 BB0258
 BB0258.The horizontal coordinates were established by classical geodetic methods
 BB0258.and adjusted by the National Geodetic Survey in February 1996..
 BB0258
 BB0258.The orthometric height was scaled from a topographic map.
 BB0258
 BB0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0258
 BB0258.The geoid height was determined by GEOID03.
 BB0258
 BB0258;                    North         East     Units Scale Factor Converg.
 BB0258;SPC TXSC     - 4,249,502.341   112,595.465   MT  0.99992834   -2 28 31.8
 BB0258;SPC TXSC     -13,941,908.93    369,406.95   sFT  0.99992834   -2 28 31.8
 BB0258;UTM  13      - 3,318,005.491   591,352.679   MT  0.99970296   +0 28 24.3
 BB0258
 BB0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0258!SPC TXSC     -   0.99978558  x   0.99992834  =   0.99971393
 BB0258!UTM  13      -   0.99978558  x   0.99970296  =   0.99948860
 BB0258
 BB0258|---------------------------------------------------------------------|
 BB0258| PID    Reference Object                     Distance      Geod. Az  |
 BB0258|                                                           dddmmss.s |
 BB0258| CH8410 BISHOP RM 1                          12.178 METERS 20739     |
 BB0258| CH8411 BISHOP RM 2                          10.733 METERS 30342     |
 BB0258| CH8409 BISHOP AZ MK                                       3164114.8 |
 BB0258|---------------------------------------------------------------------|
 BB0258
 BB0258                          SUPERSEDED SURVEY CONTROL
 BB0258
 BB0258  NAD 83(1986)-  29 59 22.39630(N)    104 03 10.60805(W) AD(       ) 2
 BB0258  NAD 27      -  29 59 21.78700(N)    104 03 08.92000(W) AD(       ) 2
 BB0258
 BB0258.Superseded values are not recommended for survey control.
 BB0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0258.See file dsdata.txt to determine how the superseded data were derived.
 BB0258
 BB0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9135318005(NAD 83)
 BB0258_MARKER: DS = TRIANGULATION STATION DISK
 BB0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0258
 BB0258  HISTORY     - Date     Condition        Report By
 BB0258  HISTORY     - 1942     MONUMENTED       CGS
 BB0258
 BB0258                          STATION DESCRIPTION
 BB0258
 BB0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BB0258'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT RIDGE,
 BB0258'ABOUT 3 MILES W OF THE ALAMITO CANYON AND ROAD, AND ABOUT 1/2
 BB0258'MILE S OF A ROUGH TRACK ROAD LEADING UP FROM THE ALAMITO TO
 BB0258'THE BISHOP AND MELLARD RANCHES.
 BB0258'
 BB0258'STATION MARK IS A STANDARD DISK, STAMPED BISHOP 1942, SET
 BB0258'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8
 BB0258'INCHES ABOVE GROUND.
 BB0258'
 BB0258'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 BB0258'IN CONCRETE.
 BB0258'
 BB0258'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BISHOP NO.
 BB0258'1 1942, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 BB0258'6 INCHES ABOVE THE GROUND.
 BB0258'
 BB0258'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BISHOP NO. 2
 BB0258'1942, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 BB0258'6 INCHES ABOVE THE GROUND.
 BB0258'
 BB0258'THE AZIMUTH MARK IS AT THE W END OF THE TOP OF A LOW HILL,
 BB0258'ABOUT 75 YARDS E OF A DIM TRACK ROAD ALONG THE TOP OF THE
 BB0258'RIDGE FOLLOWED IN REACHING THE STATION.
 BB0258'
 BB0258'TO REACH FROM MARFA GO S FROM THE TRAFFIC LIGHT ON THE PRESIDIO
 BB0258'HIGHWAY, PAVED, 7.0 MILES, TAKE LEFT FORK OFF HIGHWAY, AND GO
 BB0258'SSE ON THE ALAMITO CANYON ROAD 13.2 MILES TO A RANCH ON THE
 BB0258'LEFT AND THE CROSSING OVER PERDIZ CREEK, A DRY WASH.  CONTINUE
 BB0258'S FROM THE WASH 1.3 MILES TO A FORKS AT SIGN SPUR RANCH.  TURN
 BB0258'RIGHT ON TRACK ROAD AND GO SW AND W 2.0 MILES TO A GATE.
 BB0258'PASS THROUGH GATE AND CONTINUE ALONG MAIN-TRAVELED ROAD 2.0
 BB0258'MILES TO TOP OF DIVIDE.  HERE TURN LEFT OFF ROAD AND PROCEED
 BB0258'SE ALONG TOP OF RIDGE 0.8 MILE TO A FENCE.  LEAVE TRUCK,
 BB0258'CROSS FENCE, AND PACK SE ALONG RIDGE TO HIGHEST POINT OF
 BB0258'HILL AND STATION, 0.2 MILE FROM FENCE.  THIS HILL IS THE N
 BB0258'ONE OF TWO OF APPROXIMATELY EQUAL ELEVATIONS, AND IS COVERED
 BB0258'WITH CAT-CLAW BUSHES AND OCOTILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1468 ***********************************************************************
 DN1468  DESIGNATION -  BISHOP
 DN1468  PID         -  DN1468
 DN1468  STATE/COUNTY-  TX/DENTON
 DN1468  USGS QUAD   -  ERA SE (1978)
 DN1468
 DN1468                         *CURRENT SURVEY CONTROL
 DN1468  ___________________________________________________________________
 DN1468* NAD 83(1993)-  33 17 53.91596(N)    097 22 24.06594(W)     ADJUSTED  
 DN1468* NAVD 88     -       280.6    (meters)     921.     (feet)  VERTCON   
 DN1468  ___________________________________________________________________
 DN1468  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 DN1468  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DN1468
 DN1468  HORZ ORDER  -  THIRD
 DN1468
 DN1468.The horizontal coordinates were established by classical geodetic methods
 DN1468.and adjusted by the National Geodetic Survey in February 1996..
 DN1468
 DN1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1468
 DN1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1468
 DN1468.The geoid height was determined by GEOID03.
 DN1468
 DN1468;                    North         East     Units Scale Factor Converg.
 DN1468;SPC TXNC     - 2,181,496.076   704,918.758   MT  0.99988186   +0 36 52.1
 DN1468;SPC TXNC     - 7,157,125.04  2,312,720.96   sFT  0.99988186   +0 36 52.1
 DN1468;UTM  14      - 3,685,538.867   651,449.443   MT  0.99988280   +0 53 35.5
 DN1468
 DN1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1468!SPC TXNC     -   0.99996014  x   0.99988186  =   0.99984200
 DN1468!UTM  14      -   0.99996014  x   0.99988280  =   0.99984294
 DN1468
 DN1468                          SUPERSEDED SURVEY CONTROL
 DN1468
 DN1468  NAD 83(1993)-  33 17 53.91732(N)    097 22 24.05776(W) AD(       ) 3
 DN1468  NAD 83(1986)-  33 17 53.92043(N)    097 22 24.05334(W) AD(       ) 3
 DN1468  NGVD 29 (07/26/91)  280.6    (m)          921.     (f) VERT ANG       
 DN1468
 DN1468.Superseded values are not recommended for survey control.
 DN1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1468.See file dsdata.txt to determine how the superseded data were derived.
 DN1468
 DN1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5144985539(NAD 83)
 DN1468_MARKER: DS = TRIANGULATION STATION DISK
 DN1468_SETTING: 0 = UNSPECIFIED SETTING
 DN1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1468+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 DN1468
 DN1468  HISTORY     - Date     Condition        Report By
 DN1468  HISTORY     - 1958     MONUMENTED       USGS
 DN1468  HISTORY     - 19920909 GOOD             USPSQD
 DN1468  HISTORY     - 19950629 GOOD             USPSQD
 DN1468  HISTORY     - 20060608 GOOD             INDIV
 DN1468
 DN1468                          STATION DESCRIPTION
 DN1468
 DN1468'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1468'BISHOP, DENTON COUNTY, TEXAS, SLIDELL, JUNCTION FARM ROAD 455 AND MAIN
 DN1468'STREET, 1.3 MI. SE. ON 455 TO T-RD., RIGHT (SE.) 1.0 MI. TO Y-RD.,
 DN1468'SW. 1.5 MI. TO DEAD END T-RD., NW. 0.4 MI. TO T-RD., SW. 0.5 MI. TO
 DN1468'Y-RD., S. 1.4 MI. TO T-RD., E 0.9 MI. TO FENCE LINE S., APPROXIMATELY
 DN1468'0.3 MI. S., 109 FT. S. OF LONE TREE, 1 FT. W. OF FENCE.
 DN1468'
 DN1468'STATION MARK--A STANDARD TABLET IN A CONCRETE POST FLUSH WITH THE
 DN1468'GROUND AND STAMPED---BISHOP ET - 1958---.
 DN1468
 DN1468                          STATION RECOVERY (1992)
 DN1468
 DN1468'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN1468'RECOVERED IN GOOD CONDITION.
 DN1468
 DN1468                          STATION RECOVERY (1995)
 DN1468
 DN1468'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1468'RECOVERED IN GOOD CONDITION.
 DN1468
 DN1468                          STATION RECOVERY (2006)
 DN1468
 DN1468'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JPH)
 DN1468'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1586 ***********************************************************************
 AH1586  DESIGNATION -  BISHOP RADIO STA KINE TOWER
 AH1586  PID         -  AH1586
 AH1586  STATE/COUNTY-  TX/NUECES
 AH1586  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1586
 AH1586                         *CURRENT SURVEY CONTROL
 AH1586  ___________________________________________________________________
 AH1586* NAD 83(1993)-  27 36 08.81563(N)    097 47 36.81140(W)     ADJUSTED  
 AH1586* NAVD 88     -                                                        
 AH1586  ___________________________________________________________________
 AH1586  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AH1586  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH1586
 AH1586  HORZ ORDER  -  THIRD
 AH1586
 AH1586.The horizontal coordinates were established by classical geodetic methods
 AH1586.and adjusted by the National Geodetic Survey in February 1996..
 AH1586
 AH1586
 AH1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1586
 AH1586.The geoid height was determined by GEOID03.
 AH1586
 AH1586;                    North         East     Units Scale Factor Converg.
 AH1586;SPC TX S     - 5,214,667.613   369,736.356   MT  0.99994968   +0 19 14.6
 AH1586;SPC TX S     -17,108,455.33  1,213,043.36   sFT  0.99994968   +0 19 14.6
 AH1586;UTM  14      - 3,053,745.684   619,057.891   MT  0.99977497   +0 33 32.6
 AH1586
 AH1586                          SUPERSEDED SURVEY CONTROL
 AH1586
 AH1586  NAD 83(1986)-  27 36 08.82645(N)    097 47 36.78915(W) AD(       ) 4
 AH1586  NAD 27      -  27 36 07.70300(N)    097 47 35.79800(W) AD(       ) 3
 AH1586
 AH1586.Superseded values are not recommended for survey control.
 AH1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1586.See file dsdata.txt to determine how the superseded data were derived.
 AH1586
 AH1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1905853746(NAD 83)
 AH1586_MARKER: 55 = TOWER
 AH1586
 AH1586  HISTORY     - Date     Condition        Report By
 AH1586  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1586  HISTORY     - 1986     GOOD             USPSQD
 AH1586  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH1586
 AH1586                          STATION DESCRIPTION
 AH1586
 AH1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1586'IT IS LOCATED 1.7 MILES NORTH-NORTHWEST OF BISHOP, 0.3 MILE WEST
 AH1586'OF U.S. HIGHWAY NO. 77, AND 375 FEET SOUTH-SOUTHWEST OF THE
 AH1586'SOUTHWEST CORNER OF THE TRANSMITTER BUILDING.
 AH1586'
 AH1586'IT IS A STEEL TRUSSWORK TOWER WITH A RED FLASHER AT ITS TOP.
 AH1586'IT IS HELD ERECT BY TWELVE STEEL GUY CABLES AND THE OVERALL
 AH1586'HEIGHT OF THE TOWER IS 207 FEET.
 AH1586'
 AH1586'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE TOWER.
 AH1586
 AH1586                          STATION RECOVERY (1986)
 AH1586
 AH1586'RECOVERY NOTE BY US POWER SQUADRON 1986 (RNN)
 AH1586'RECOVERED IN GOOD CONDITION.
 AH1586
 AH1586                          STATION RECOVERY (1997)
 AH1586
 AH1586'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1585 ***********************************************************************
 AH1585  DESIGNATION -  BISHOP RESET
 AH1585  PID         -  AH1585
 AH1585  STATE/COUNTY-  TX/NUECES
 AH1585  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1585
 AH1585                         *CURRENT SURVEY CONTROL
 AH1585  ___________________________________________________________________
 AH1585* NAD 83(1993)-  27 34 14.77393(N)    097 46 17.86818(W)     ADJUSTED  
 AH1585* NAVD 88     -        17.47   (+/-2cm)      57.3    (feet)  VERTCON   
 AH1585  ___________________________________________________________________
 AH1585  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AH1585  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AH1585
 AH1585  HORZ ORDER  -  FIRST
 AH1585  VERT ORDER  -  THIRD ? (See Below)
 AH1585
 AH1585.The horizontal coordinates were established by classical geodetic methods
 AH1585.and adjusted by the National Geodetic Survey in February 1996..
 AH1585
 AH1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1585.The vertical order pertains to the NGVD 29 superseded value.
 AH1585
 AH1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1585
 AH1585.The geoid height was determined by GEOID03.
 AH1585
 AH1585;                    North         East     Units Scale Factor Converg.
 AH1585;SPC TX S     - 5,211,169.807   371,921.280   MT  0.99994405   +0 19 50.5
 AH1585;SPC TX S     -17,096,979.61  1,220,211.73   sFT  0.99994405   +0 19 50.5
 AH1585;UTM  14      - 3,050,257.577   621,256.962   MT  0.99978149   +0 34 07.0
 AH1585
 AH1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1585!SPC TX S     -   1.00000137  x   0.99994405  =   0.99994542
 AH1585!UTM  14      -   1.00000137  x   0.99978149  =   0.99978286
 AH1585
 AH1585:                Primary Azimuth Mark                     Grid Az
 AH1585:SPC TX S     -  J 609                                    086 26 16.0
 AH1585:UTM  14      -  J 609                                    086 11 59.5
 AH1585
 AH1585|---------------------------------------------------------------------|
 AH1585| PID    Reference Object                     Distance      Geod. Az  |
 AH1585|                                                           dddmmss.s |
 AH1585| AH0878 J 609                                              0864606.5 |
 AH1585| CV2959 BISHOP RM 1                         204.283 METERS 10737     |
 AH1585| AH1588 KINGSVILLE MO PAC RR RDHSE STK      APPROX.11.9 KM 2362219.0 |
 AH1585| AH1584 KINGSVILLE PRESBYTERIAN CH          APPROX.11.4 KM 2382653.0 |
 AH1585| AH1587 BISHOP MUNICIPAL TANK               APPROX. 2.5 KM 3001935.9 |
 AH1585| AH1586 BISHOP RADIO STA KINE TOWER         APPROX. 4.1 KM 3282022.5 |
 AH1585| CV2960 BISHOP RM 2                         210.278 METERS 35226     |
 AH1585|---------------------------------------------------------------------|
 AH1585
 AH1585                          SUPERSEDED SURVEY CONTROL
 AH1585
 AH1585  NAD 83(1986)-  27 34 14.78495(N)    097 46 17.84570(W) AD(       ) 1
 AH1585  NAD 27      -  27 34 13.66500(N)    097 46 16.86400(W) AD(       ) 1
 AH1585  NGVD 29 (07/19/86)   17.58   (m)           57.7    (f) LEVELING    3  
 AH1585
 AH1585.Superseded values are not recommended for survey control.
 AH1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1585.See file dsdata.txt to determine how the superseded data were derived.
 AH1585
 AH1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2125750258(NAD 83)
 AH1585_MARKER: DS = TRIANGULATION STATION DISK
 AH1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1585
 AH1585  HISTORY     - Date     Condition        Report By
 AH1585  HISTORY     - 1913     MONUMENTED       CGS
 AH1585  HISTORY     - 1937     GOOD             TXHD
 AH1585  HISTORY     - 1949     GOOD             CGS
 AH1585  HISTORY     - 1949     GOOD             CGS
 AH1585
 AH1585                          STATION DESCRIPTION
 AH1585
 AH1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AH1585'STATION IS ABOUT 1-1/4 MILES E AND 1/4 MILE S FROM BISHOP,
 AH1585'IN A SIDE OF SMALL PASTURE OWNED BY R.T. MOUNDY, AND ABOUT 1/4 MILE
 AH1585'S OF HIS HOUSE, NEAR MAIN ROAD LEADING E FROM BISHOP.
 AH1585'
 AH1585'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AH1585'DISKS SET IN CONCRETE.
 AH1585'
 AH1585'REFERENCE MARK IS IN BOUNDARY OF FENCE LINE AT SAME ELEVATION
 AH1585'AS STATION AND 204.29 METERS (670.2 FEET) FROM STATION
 AH1585'ELEVATION OF STATION, 15.6 METERS
 AH1585'(51 FEET).
 AH1585
 AH1585                          STATION RECOVERY (1937)
 AH1585
 AH1585'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AH1585'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AH1585'THE DESCRIPTION OF 19313 IS GENERALLY GOOD.
 AH1585'
 AH1585'THIS STATION IS IN NUECES COUNTY INSTEAD OF KLEBERG AS
 AH1585'CALLED FOR IN DESCRIPTION OF 1913.  THE PROPERTY BELONGS TO
 AH1585'A MR. T. CAGE, BISHOP, TEXAS, AND IS FARMED BY A MRS. ETTA
 AH1585'CAGE.  THE STATION MARK IS NOW IN A COTTON FIELD WHILE THE
 AH1585'REFERENCE MARK IS STILL IN THE E FENCE LINE OF A SMALL PASTURE.
 AH1585'
 AH1585'TO REACH FROM HIGHWAY 16 OPPOSITE RAILWAY STATION IN BISHOP
 AH1585'GO SW ALONG HIGHWAY 16, 0.1 MILE TO AN E ROAD, GO E 2.0 MILES
 AH1585'TO MRS. ETTA CAGES HOUSE ON S.  STATION IS 0.25 MILE S OF
 AH1585'ROAD AT THIS POINT.
 AH1585
 AH1585                          STATION RECOVERY (1949)
 AH1585
 AH1585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1585'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND IN
 AH1585'GOOD CONDITION.
 AH1585'
 AH1585'THE STATION MARK WAS LOWERED BELOW PLOW DEPTH AS REQUESTED
 AH1585'BY PROPERTY OWNER.  A REFERENCE MARK NO. 2 WAS ESTABLISHED.
 AH1585'
 AH1585'THE STATIN IS IN NUECES COUNTY INSTEAD OF KLEBURG COUNTY.
 AH1585'
 AH1585'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 AH1585'
 AH1585'THE STATION IS LOCATED NEAR THE CENTER OF A CULTIVATED FIELD,
 AH1585'ABOUT 2.2 MILES EAST-SOUTHEAST OF BISHOP, 0.25 MILE SOUTH-SOUTHEAST
 AH1585'OF A FARM HOUSE, 440 FEET WEST OF A WINDMILL, 313 FEET WEST OF
 AH1585'A FENCE LINE, AND 290 FEET EAST OF A FENCE LINE.  IT IS
 AH1585'14 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED BISHOP
 AH1585'1913 1949.
 AH1585'
 AH1585'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF A SMALL PASTURE,
 AH1585'229 FEET EAST OF A WINDMILL, 16 FEET WEST OF THE CENTER OF A
 AH1585'FARM LANE, AND 1.0 FOOT WEST OF A FENCE LINE.  IT PROJECTS
 AH1585'3 INCHES AND THERE IS NO STAMPING ON THE DISK.
 AH1585'
 AH1585'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF THE SOUTHWEST CORNER
 AH1585'OF A BARN, 12 FEET EAST OF THE CENTER OF A WIRE GATE, AND 12
 AH1585'FEET NORTH OF THE CENTER OF A WIRE GATE.  IT PROJECTS 2
 AH1585'INCHES AND IS STAMPED BISHOP NO 2 1949.
 AH1585'
 AH1585'AZIMUTH MARK IS BENCH MARK J 609 1942.  IT IS 52 FEET
 AH1585'EAST-SOUTHEAST OF THE CENTER OF A CROSSROAD, 21 FEET EAST
 AH1585'OF A POWER LINE BRACE-POLE, AND 3 FEET WEST OF A WITNESS
 AH1585'POST.  IT IS SET IN THE TOP OF A SIX INCH SQUARE CONCRETE
 AH1585'POST THAT PROJECTS 3 INCHES AND IS STAMPED J 609 1942.
 AH1585'
 AH1585'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BISHJOP, GO
 AH1585'SOUTH ON U.S. HIGHWAY NO. 77 FOR 0.1 MILE TO A CROSSROAD
 AH1585'(JUST NORTH OF A LUMBER YARD ON THE RIGHT), TURN LEFT AND GO EAST
 AH1585'FOR 2.1 MILES TO A FARM HOUSE AND DRIVEWAY ON THE RIGHT, TURN
 AH1585'RIGHT INTO FARM YARD AND GO SOUTH (KEEPING TO THE RIGHT
 AH1585'OF GARAGE AND BARN) FOR 0.05 MILE TO A WIRE GATE (REFERENCE
 AH1585'MARK NO. 2 ON THE LEFT) PASS THROUGH GATE AND TURN SHARP LEFT
 AH1585'THROUGH ANOTHER WIRE GATE, AND GO SOUTH-SOUTHEAST FOR 689 FEET
 AH1585'TO THE STATION.
 AH1585'
 AH1585'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH TO PAVED
 AH1585'ROAD (JUST NORTH OF FARM HOUSE).  GO EAST ON PAVED ROAD FOR
 AH1585'0.8 MILE TO A CROSSROAD AND AZIMUTH MARK ON THE RIGHT.
 AH1585'
 AH1585'A 74 FOOT SIGNAL AT WOOD 2 IS VISIBLE AT 37 FEET.
 AH1585'
 AH1585'A 74 FOOT SIGNAL AT DRISCOLL IS VISIBLE AT 50 FEET.
 AH1585'
 AH1585'A 4 FOOT SIGNAL AT KERNS IS VISIBLE AT 50 FEET.
 AH1585'
 AH1585'A 74 FOOT SIGNAL AT CHILTIPIN IS VISIBLE AT 64 FEET.
 AH1585'
 AH1585'A 4 FOOT SIGNAL AT NORIA IS VISIBLE AT 20 FEET.
 AH1585'
 AH1585'AN 87 FOOT SIGNAL AT PORTALES IS VISIBLE AT 4 FEET.
 AH1585'
 AH1585'A 47 FOOT SIGNAL AT PINTO IS VISIBLE AT 20 FEET.
 AH1585'
 AH1585'A 74 FOOT SIGNAL AT KLEBERG 2 IS VISIBLE AT 4 FEET.
 AH1585'
 AH1585'A 74 FOOT SIGNAL AT KINGSVILLE IS VISIBLE AT 4 FEET.
 AH1585
 AH1585                          STATION RECOVERY (1949)
 AH1585
 AH1585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1585'STATION RECOVERED IN GOOD CONDITION.  THE 1949 DESCRIPTION
 AH1585'BY R.L. E. IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0947 ***********************************************************************
 CB0947  DESIGNATION -  BISSETT
 CB0947  PID         -  CB0947
 CB0947  STATE/COUNTY-  TX/CROCKETT
 CB0947  USGS QUAD   -  BARNHART SW (1971)
 CB0947
 CB0947                         *CURRENT SURVEY CONTROL
 CB0947  ___________________________________________________________________
 CB0947* NAD 83(1993)-  31 00 37.25145(N)    101 10 04.91352(W)     ADJUSTED  
 CB0947* NAVD 88     -       805.25   (+/-2cm)    2641.9    (feet)  VERTCON   
 CB0947  ___________________________________________________________________
 CB0947  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CB0947  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CB0947
 CB0947  HORZ ORDER  -  FIRST
 CB0947  VERT ORDER  -  THIRD ? (See Below)
 CB0947
 CB0947.The horizontal coordinates were established by classical geodetic methods
 CB0947.and adjusted by the National Geodetic Survey in February 1996..
 CB0947
 CB0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0947.The vertical order pertains to the NGVD 29 superseded value.
 CB0947
 CB0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0947
 CB0947.The geoid height was determined by GEOID03.
 CB0947
 CB0947;                    North         East     Units Scale Factor Converg.
 CB0947;SPC TX C     - 3,149,252.706   620,301.546   MT  0.99988176   -0 25 47.7
 CB0947;SPC TX C     -10,332,173.25  2,035,105.99   sFT  0.99988176   -0 25 47.7
 CB0947;UTM  14      - 3,432,766.747   293,025.576   MT  1.00012844   -1 07 02.5
 CB0947
 CB0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0947!SPC TX C     -   0.99987728  x   0.99988176  =   0.99975905
 CB0947!UTM  14      -   0.99987728  x   1.00012844  =   1.00000570
 CB0947
 CB0947|---------------------------------------------------------------------|
 CB0947| PID    Reference Object                     Distance      Geod. Az  |
 CB0947|                                                           dddmmss.s |
 CB0947| CH8412 BISSETT RM 1                         23.801 METERS 12443     |
 CB0947| BO0507 BARNHART ATL PIPELINE MAST          APPROX. 2.8 KM 1721939.7 |
 CB0947| BO0508 BARNHART SHELL OIL MICROWAVE        APPROX. 2.8 KM 1852114.6 |
 CB0947| CH8413 BISSETT RM 2                         21.643 METERS 22124     |
 CB0947| CB0948 BISSETT RM A                         27.374 METERS 33608     |
 CB0947| CB0343 X 700                                              3545610.6 |
 CB0947| CB0949 BARNHART GEN TEL CO MAST            APPROX. 7.7 KM 3583052.7 |
 CB0947|---------------------------------------------------------------------|
 CB0947
 CB0947                          SUPERSEDED SURVEY CONTROL
 CB0947
 CB0947  NAD 83(1986)-  31 00 37.26014(N)    101 10 04.89899(W) AD(       ) 1
 CB0947  NAD 27      -  31 00 36.66504(N)    101 10 03.49589(W) AD(       ) 1
 CB0947  NGVD 29 (07/19/86)  805.00   (m)         2641.1    (f) LEVELING    3  
 CB0947
 CB0947.Superseded values are not recommended for survey control.
 CB0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0947.See file dsdata.txt to determine how the superseded data were derived.
 CB0947
 CB0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV9302632767(NAD 83)
 CB0947_MARKER: DS = TRIANGULATION STATION DISK
 CB0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0947
 CB0947  HISTORY     - Date     Condition        Report By
 CB0947  HISTORY     - 1968     MONUMENTED       CGS
 CB0947  HISTORY     - 1981     GOOD             NGS
 CB0947
 CB0947                          STATION DESCRIPTION
 CB0947
 CB0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0947'THE STATION IS LOCATED ABOUT 20 MILES NORTH OF OZONA, 8 MILES
 CB0947'SOUTH OF BARNHART AND ON PROPERTY OWNED BY THE UNIVERSITY OF TEXAS.
 CB0947'
 CB0947'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 CB0947'STATE HIGHWAY 163 IN BARNHART, GO SOUTH ON STATE HIGHWAY 163 FOR
 CB0947'7.9 MILES TO BENCH MARK X 700 (AZIMUTH MARK) ON THE RIGHT.
 CB0947'CONTINUE SOUTH FOR 0.35 MILE TO A SIDE ROAD ON THE LEFT AND THE
 CB0947'STATION.
 CB0947'
 CB0947'THE STATION MARK IS A STANDARD DISK, STAMPED BISSETT 1968,
 CB0947'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CB0947'5-INCHES.  IT IS 123 FEET EAST OF THE CENTER OF STATE HIGHWAY 163,
 CB0947'80 FEET NORTH OF THE CENTER OF A GRADED ROAD AND 76.0 FEET
 CB0947'NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CB0947'
 CB0947'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BISSETT NO 1 1968,
 CB0947'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CB0947'4-INCHES.  IT IS 30 FEET NORTH OF THE CENTER OF THE GRADED ROAD,
 CB0947'3.5 FEET EAST OF THE METAL WITNESS POST WITH SIGN AND 1 FOOT
 CB0947'NORTH OF AN EAST WEST WIRE FENCE.
 CB0947'
 CB0947'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BISSETT NO 2 1968,
 CB0947'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CB0947'4-INCHES.  IT IS 108 FEET WEST OF THE METAL WITNESS POST WITH
 CB0947'SIGN, 76 FEET EAST OF THE CENTER OF STATE HIGHWAY 163, 27 FEET
 CB0947'NORTH OF THE CENTER OF THE GRADED ROAD AND 1.5 FEET NORTH OF THE
 CB0947'EAST-WEST FENCE.
 CB0947'
 CB0947'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED X 700
 CB0947'1942, SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT
 CB0947'PROJECTS 2-INCHES.  IT IS 52.5 FEET WEST OF THE CENTER OF STATE
 CB0947'HIGHWAY 163, 1.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 CB0947'ATTACHED AND 1 FOOT EAST OF A NORTH-SOUTH WIRE FENCE.
 CB0947
 CB0947                          STATION RECOVERY (1981)
 CB0947
 CB0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CB0947'THE STATION AND REFERENCE MARK NO 1 WERE RECOVERED IN GOOD CONDITION
 CB0947'AS DESCRIBED IN 1968.  REFERENCE MARK NO 2 WAS FOUND ON TOP OF THE
 CB0947'GROUND.  THE DISK WAS RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0948 ***********************************************************************
 CB0948  DESIGNATION -  BISSETT RM A
 CB0948  PID         -  CB0948
 CB0948  STATE/COUNTY-  TX/CROCKETT
 CB0948  USGS QUAD   -  BARNHART SW (1971)
 CB0948
 CB0948                         *CURRENT SURVEY CONTROL
 CB0948  ___________________________________________________________________
 CB0948* NAD 83(1993)-  31 00 38.06425(N)    101 10 05.33117(W)     ADJUSTED  
 CB0948* NAVD 88     -       805.14   (+/-2cm)    2641.5    (feet)  VERTCON   
 CB0948  ___________________________________________________________________
 CB0948  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CB0948  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CB0948
 CB0948  HORZ ORDER  -  FIRST
 CB0948  VERT ORDER  -  THIRD ? (See Below)
 CB0948
 CB0948.The horizontal coordinates were established by classical geodetic methods
 CB0948.and adjusted by the National Geodetic Survey in February 1996..
 CB0948
 CB0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0948.The vertical order pertains to the NGVD 29 superseded value.
 CB0948
 CB0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0948
 CB0948.The geoid height was determined by GEOID03.
 CB0948
 CB0948;                    North         East     Units Scale Factor Converg.
 CB0948;SPC TX C     - 3,149,277.817   620,290.657   MT  0.99988176   -0 25 47.9
 CB0948;SPC TX C     -10,332,255.64  2,035,070.26   sFT  0.99988176   -0 25 47.9
 CB0948;UTM  14      - 3,432,791.993   293,014.987   MT  1.00012850   -1 07 02.7
 CB0948
 CB0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0948!SPC TX C     -   0.99987730  x   0.99988176  =   0.99975907
 CB0948!UTM  14      -   0.99987730  x   1.00012850  =   1.00000578
 CB0948
 CB0948|---------------------------------------------------------------------|
 CB0948| PID    Reference Object                     Distance      Geod. Az  |
 CB0948|                                                           dddmmss.s |
 CB0948| CB0947 BISSETT                              27.374 METERS 15608     |
 CB0948| BO0507 BARNHART ATL PIPELINE MAST          APPROX. 2.8 KM 1721023.0 |
 CB0948| BO0508 BARNHART SHELL OIL MICROWAVE        APPROX. 2.8 KM 1850443.8 |
 CB0948| CB0953 HUMBLE                              APPROX. 9.7 KM 2674329.3 |
 CB0948| CB0949 BARNHART GEN TEL CO MAST            APPROX. 7.6 KM 3583534.5 |
 CB0948|---------------------------------------------------------------------|
 CB0948
 CB0948                          SUPERSEDED SURVEY CONTROL
 CB0948
 CB0948  NAD 83(1986)-  31 00 38.07292(N)    101 10 05.31663(W) AD(       ) 1
 CB0948  NAD 27      -  31 00 37.47789(N)    101 10 03.91351(W) AD(       ) 1
 CB0948  NGVD 29 (07/19/86)  804.90   (m)         2640.7    (f) LEVELING    3  
 CB0948
 CB0948.Superseded values are not recommended for survey control.
 CB0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0948.See file dsdata.txt to determine how the superseded data were derived.
 CB0948
 CB0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV9301532792(NAD 83)
 CB0948_MARKER: DS = TRIANGULATION STATION DISK
 CB0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0948+STABILITY: SURFACE MOTION
 CB0948
 CB0948  HISTORY     - Date     Condition        Report By
 CB0948  HISTORY     - 1968     MONUMENTED       CGS
 CB0948  HISTORY     - 1981     GOOD             NGS
 CB0948
 CB0948                          STATION DESCRIPTION
 CB0948
 CB0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0948'THE STATION IS LOCATED ABOUT 20 MILES NORTH OF OZONA, 8 MILES
 CB0948'SOUTH OF BARNHART AND ON PROPERTY OWNED BY THE UNIVERSITY OF
 CB0948'TEXAS.
 CB0948'
 CB0948'THE STATION MARK IS A STANDARD DISK STAMPED BISSETT RM A 1968,
 CB0948'SET IN THE TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER THAT
 CB0948'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET EAST OF
 CB0948'A METAL WITNESS POST THAT IS SET IN A FENCE AND 37 FEET EAST OF
 CB0948'A POWERLINE POLE.
 CB0948'
 CB0948'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CB0948'BISSETT 1968.
 CB0948'
 CB0948'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 CB0948'STATE HIGHWAY 163 IN BARNHART, GO SOUTH ON STATE HIGHWAY 163 FOR
 CB0948'7.9 MILES TO BENCH MARK X 700 (AZIMUTH MARK) ON THE RIGHT.
 CB0948'CONTINUE SOUTH FOR 0.35 MILE TO A SIDE ROAD ON THE LEFT AND STATION
 CB0948'BISSETT.  BISSETT RM A IS 89.820 FEET NNW OF BISSETT.
 CB0948
 CB0948                          STATION RECOVERY (1981)
 CB0948
 CB0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CB0948'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2317 ***********************************************************************
 AN2317  DESIGNATION -  BITE
 AN2317  PID         -  AN2317
 AN2317  STATE/COUNTY-  TX/ARANSAS
 AN2317  USGS QUAD   -  ST CHARLES BAY (1973)
 AN2317
 AN2317                         *CURRENT SURVEY CONTROL
 AN2317  ___________________________________________________________________
 AN2317* NAD 83(1993)-  28 08 54.66667(N)    096 53 00.22187(W)     ADJUSTED  
 AN2317* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2317  ___________________________________________________________________
 AN2317  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AN2317  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN2317
 AN2317  HORZ ORDER  -  SECOND
 AN2317
 AN2317.The horizontal coordinates were established by classical geodetic methods
 AN2317.and adjusted by the National Geodetic Survey in February 1996..
 AN2317
 AN2317.The orthometric height was scaled from a topographic map.
 AN2317
 AN2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2317
 AN2317.The geoid height was determined by GEOID03.
 AN2317
 AN2317;                    North         East     Units Scale Factor Converg.
 AN2317;SPC TXSC     - 4,036,814.853   807,911.464   MT  1.00007568   +1 02 13.0
 AN2317;SPC TXSC     -13,244,116.73  2,650,622.86   sFT  1.00007568   +1 02 13.0
 AN2317;UTM  14      - 3,115,466.403   707,850.340   MT  1.00013323   +0 59 56.0
 AN2317
 AN2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2317!SPC TXSC     -   1.00000408  x   1.00007568  =   1.00007976
 AN2317!UTM  14      -   1.00000408  x   1.00013323  =   1.00013731
 AN2317
 AN2317:                Primary Azimuth Mark                     Grid Az
 AN2317:SPC TXSC     -  MULLET                                   050 31 54.9
 AN2317:UTM  14      -  MULLET                                   050 34 11.9
 AN2317
 AN2317|---------------------------------------------------------------------|
 AN2317| PID    Reference Object                     Distance      Geod. Az  |
 AN2317|                                                           dddmmss.s |
 AN2317| AN2303 MULLET                              APPROX. 4.9 KM 0513407.9 |
 AN2317| CV6041 BITE RM 1                            27.060 METERS 07321     |
 AN2317| CV6042 BITE RM 2                            17.270 METERS 19633     |
 AN2317|---------------------------------------------------------------------|
 AN2317
 AN2317                          SUPERSEDED SURVEY CONTROL
 AN2317
 AN2317  NAD 83(1986)-  28 08 54.67492(N)    096 53 00.20181(W) AD(       ) 2
 AN2317  NAD 27      -  28 08 53.63100(N)    096 52 59.24300(W) AD(       ) 2
 AN2317
 AN2317.Superseded values are not recommended for survey control.
 AN2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2317.See file dsdata.txt to determine how the superseded data were derived.
 AN2317
 AN2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0785015466(NAD 83)
 AN2317_MARKER: DS = TRIANGULATION STATION DISK
 AN2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2317
 AN2317  HISTORY     - Date     Condition        Report By
 AN2317  HISTORY     - 1934     MONUMENTED       CGS
 AN2317  HISTORY     - 1947     GOOD             CGS
 AN2317  HISTORY     - 1969     GOOD             CGS
 AN2317  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN2317  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 AN2317
 AN2317                          STATION DESCRIPTION
 AN2317
 AN2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2317'STATION IS LOCATED ABOUT 13-1/2 MILES NE OF ROCKPORT, ABOUT
 AN2317'7-1/2 MILES E OF LAMAR, ON THE W SIDE OF MESQUITE BAY.  IT
 AN2317'IS ON THE POINT OF LAND JUST N OF GASTON REEF, ON A HIGH SHELL
 AN2317'RIDGE COVERED WITH A DENSE GROWTH OF MESQUITE AND CACTI.
 AN2317'IT IS ABOUT 2 MILES NE OF EXTREME POINT OF CAPE CARLOS, 60
 AN2317'METERS WNW OF HIGH-WATER LINE, AND 400 METERS SSW OF EXTREME
 AN2317'POINT.
 AN2317'
 AN2317'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2317'SET IN CONCRETE.
 AN2317'
 AN2317'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM STATION--
 AN2317'CENTER OF CLUMP OF SALT CEDARS ON GASTON REEF, 120 DEG.
 AN2317'BEACON 1, THIRD CHAIN OF ISLANDS, 33 DEG.  BEACON 3, GASTON
 AN2317'REEF, 195 DEG.
 AN2317'
 AN2317'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AN2317
 AN2317                          STATION RECOVERY (1947)
 AN2317
 AN2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2317'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION
 AN2317'IS LOCATED IN A SMALL CLEARING SURROUNDED BY CACTI AND MESQUITE.
 AN2317'
 AN2317'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED EXCEPT THAT IT
 AN2317'IS E INSTEAD OF NE OF THE STATION.
 AN2317'
 AN2317'REFERENCE MARK 2 WAS FOUND OUT OF PLACE.  IT IS RECOMMENDED
 AN2317'THAT IT BE CLASSIFIED AS DESTROYED.
 AN2317
 AN2317                          STATION RECOVERY (1969)
 AN2317
 AN2317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2317'THE STATION SITE WAS VISITED AND THE STATION MARK AND REFERENCE
 AN2317'MARK 1 WERE FOUND IN GOOD CONDITION.  THE REMAINS OF A CONCRETE
 AN2317'POST THAT IS BELIEVED TO HAVE BEEN REFERENCE MARK 2 WAS FOUND,
 AN2317'HOWEVER NO DISK WAS RECOVERED.  A MORE COMPLETE DESCRIPTION
 AN2317'FOLLOWS--
 AN2317'
 AN2317'THE STATION IS ABOUT 13 MILES NORTHEAST OF ROCKPORT, 6-1/2 MILES
 AN2317'EAST-NORTHEAST OF GOOSE ISLAND STATE PARK, 0.7 MILE SOUTHEAST
 AN2317'OF THE INTRACOASTAL WATERWAY, AT THE WEST EDGE OF MESQUITE
 AN2317'BAY AND THE NORTH EDGE OF CARLOS BAY ON A POINT OF LAND KNOWN
 AN2317'AS CEDAR POINT THAT IS ON THE EAST SHORE OF BLUDWORTH ISLAND.
 AN2317'
 AN2317'STATION WAS REACHED BY BOAT FROM THE PUBLIC BOAT LANDING AT
 AN2317'GOOSE ISLAND STATE PARK BY GOING EAST ABOUT 4-1/4 MILES TO THE
 AN2317'INTRACOASTAL WATERWAY, THENCE NORTH-NORTHEAST ON THE WATERWAY
 AN2317'ABOUT 6-3/4 MILES TO A PASS ON THE RIGHT INTO MESQUITE BAY
 AN2317'(THIS IS AT THE NORTHEAST END OF BLUDWORTH ISLAND AND ABOUT
 AN2317'3/4 MILE BEFORE REACHING INTRACOASTAL WATERWAY LIGHT NO. 7).
 AN2317'TURN RIGHT AND GO SOUTHEAST THROUGH THE PASS INTO THE BAY
 AN2317'THENCE SOUTHWEST ABOUT 2-1/2 MILES TO CEDAR POINT AND THE
 AN2317'STATION.
 AN2317'
 AN2317'THE STATION MARK IS A STANDARD DISK, STAMPED BITE 1934, SET
 AN2317'IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT IS FLUSH
 AN2317'WITH THE SURFACE OF A SHELL RIDGE.  IT IS ON THE EAST EDGE
 AN2317'OF A BRUSHY NORTH-NORTHEAST-SOUTH-SOUTHWEST SHELL RIDGE,
 AN2317'627 FEET SOUTH-SOUTHWEST OF THE EXTREME NORTHEASTERLY END OF THE
 AN2317'POINT, 140 FEET WEST-NORTHWEST OF THE SHORE LINE, AT THE
 AN2317'NORTHWEST EDGE OF A SMALL CLEARING IN THE THICK BRUSH, 2
 AN2317'FEET NORTH OF A ROUND TOPPED MASS OF CONCRETE LYING LOOSE ON
 AN2317'THE GROUND AND 1/2 FOOT NORTH OF A METAL WITNESS POST WITH
 AN2317'SIGN.
 AN2317'
 AN2317'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BITE NO 1
 AN2317'1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 AN2317'IS FLUSH WITH THE GROUND.  IT IS 550 FEET SOUTH-SOUTHWEST OF
 AN2317'THE EXTREME NORTHEASTERLY END OF THE POINT, 80 FEET WEST-NORTHWEST
 AN2317'OF THE SHORE LINE, 1 FOOT NORTHWEST OF METAL WITNESS POST WITH
 AN2317'SIGN, AT THE EDGE OF THE HEAVY BRUSH AND 2 FEET HIGHER THAN
 AN2317'THE NORMAL WATER LEVEL OF THE BAY.
 AN2317'
 AN2317'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 AN2317'NORTHEAST OF ROCKPORT
 AN2317
 AN2317                          STATION RECOVERY (1991)
 AN2317
 AN2317'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWB)
 AN2317'MARK NOT FOUND.
 AN2317
 AN2317                          STATION RECOVERY (1996)
 AN2317
 AN2317'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN2317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0951 ***********************************************************************
 CU0951  DESIGNATION -  BITTER
 CU0951  PID         -  CU0951
 CU0951  STATE/COUNTY-  TX/NOLAN
 CU0951  USGS QUAD   -  HOLDER CREEK (1969)
 CU0951
 CU0951                         *CURRENT SURVEY CONTROL
 CU0951  ___________________________________________________________________
 CU0951* NAD 83(1993)-  32 19 18.14555(N)    100 16 57.57494(W)     ADJUSTED  
 CU0951* NAVD 88     -       774.     (meters)    2539.     (feet)  SCALED    
 CU0951  ___________________________________________________________________
 CU0951  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 CU0951  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CU0951
 CU0951  HORZ ORDER  -  FIRST
 CU0951
 CU0951.The horizontal coordinates were established by classical geodetic methods
 CU0951.and adjusted by the National Geodetic Survey in February 1996..
 CU0951
 CU0951.The orthometric height was scaled from a topographic map.
 CU0951
 CU0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0951
 CU0951.The geoid height was determined by GEOID03.
 CU0951
 CU0951;                    North         East     Units Scale Factor Converg.
 CU0951;SPC TXNC     - 2,074,062.773   432,157.617   MT  0.99995316   -0 58 20.1
 CU0951;SPC TXNC     - 6,804,654.28  1,417,837.12   sFT  0.99995316   -0 58 20.1
 CU0951;UTM  14      - 3,576,818.039   379,266.516   MT  0.99977975   -0 41 09.2
 CU0951
 CU0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0951!SPC TXNC     -   0.99988262  x   0.99995316  =   0.99983578
 CU0951!UTM  14      -   0.99988262  x   0.99977975  =   0.99966239
 CU0951
 CU0951|---------------------------------------------------------------------|
 CU0951| PID    Reference Object                     Distance      Geod. Az  |
 CU0951|                                                           dddmmss.s |
 CU0951| CX7617 BITTER RM 1                          28.348 METERS 19216     |
 CU0951| CX7616 BITTER AZ MK                                       1934734.2 |
 CU0951| CX7618 BITTER RM 2                          32.358 METERS 27509     |
 CU0951|---------------------------------------------------------------------|
 CU0951
 CU0951                          SUPERSEDED SURVEY CONTROL
 CU0951
 CU0951  NAD 83(1986)-  32 19 18.15106(N)    100 16 57.56342(W) AD(       ) 1
 CU0951  NAD 27      -  32 19 17.69600(N)    100 16 56.20300(W) AD(       ) 1
 CU0951
 CU0951.Superseded values are not recommended for survey control.
 CU0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0951.See file dsdata.txt to determine how the superseded data were derived.
 CU0951
 CU0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA7926776818(NAD 83)
 CU0951_MARKER: DS = TRIANGULATION STATION DISK
 CU0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0951+STABILITY: SURFACE MOTION
 CU0951
 CU0951  HISTORY     - Date     Condition        Report By
 CU0951  HISTORY     - 1935     MONUMENTED       CGS
 CU0951  HISTORY     - 1938     GOOD             TXHD
 CU0951  HISTORY     - 1955     GOOD             USGS
 CU0951  HISTORY     - 1958     GOOD             CGS
 CU0951  HISTORY     - 1961     GOOD             CGS
 CU0951
 CU0951                          STATION DESCRIPTION
 CU0951
 CU0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0951'STATION IS LOCATED ON PROPERTY OF C.E. BOYD, TENANTED BY
 CU0951'BREWER, 13 MILES SE OF SWEETWATER AND 11-1/4 MILES NE BY E
 CU0951'OF MARYNEAL.  STATION MARK IS SET 11-1/2 FEET W OF FENCE
 CU0951'RUNNING SW FROM BARN, 42 FEET S OF S END OF LONG, LOW BARN.
 CU0951'A FLUSH MARK.
 CU0951'
 CU0951'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CU0951'BRONZE DISKS SET IN CONCRETE.
 CU0951'
 CU0951'REFERENCE MARK NO. 1 IS SET IN FENCE LINE RUNNING SW FROM BARN.
 CU0951'
 CU0951'REFERENCE MARK NO. 2 IS SET 117 FEET W OF FENCE RUNNING SW FROM
 CU0951'BARN.
 CU0951'
 CU0951'AZIMUTH MARK IS 1.3 MILES SW OF STATION.  REACHED FROM STATION
 CU0951'BY GOING SW FROM STATION ON ROAD TO C.E. BOYD RANCH.  MARK IS
 CU0951'SET IN E FENCE OF LANE, ABOUT 200 FEET N OF BOYD HOUSE.
 CU0951'
 CU0951'AZIMUTH AND REFERENCE MARKS PROJECT ABOUT 10 INCHES.
 CU0951'
 CU0951'STATION IS REACHED FROM SWEETWATER BY GOING S ON STATE HIGHWAY
 CU0951'70 FOR 13.6 MILES OR 1 MILE PAST A T-ROAD W AT WARD AND
 CU0951'DABNEY RANCH SIGN JUST AHEAD ON RIGHT.  TAKE T-ROAD LEFT (E)
 CU0951'AT TEXACO GAS STATION ON RIGHT AND FOLLOW ROAD STRAIGHT E FOR
 CU0951'2.9 MILES, TURN LEFT THROUGH CATTLE GUARD AND GO 0.2 MILE TO
 CU0951'C.E. BOYD RANCH.  FROM HERE PASS TO S OF HOUSE AND BEAR NE ON
 CU0951'FIELD ROAD FOR 1.3 MILES TO RANCH TENANTED BY BREWER AND
 CU0951'STATION NEAR BARN.
 CU0951'
 CU0951'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CU0951
 CU0951                          STATION RECOVERY (1938)
 CU0951
 CU0951'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0951'DESCRIPTION IS SATISFACTORY.  STATION AND REFERENCE MARKS
 CU0951'WERE FOUND IN GOOD CONDITION.  NO ATTEMPT MADE TO RECOVER THE
 CU0951'AZIMUTH MARK.
 CU0951
 CU0951                          STATION RECOVERY (1955)
 CU0951
 CU0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CU0951'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32100-2, STATION 1001.
 CU0951'
 CU0951'STATION MARK--STANDARD DISK STAMPED---BITTER 1935---, SET IN
 CU0951'CONCRETE POST 4 IN. BELOW THE SURFACE OF THE GROUND.
 CU0951
 CU0951                          STATION RECOVERY (1958)
 CU0951
 CU0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0951'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU0951'CONDITION.  THE STATION MARK IS ABOUT 2 INCHES BELOW THE SURFACE
 CU0951'OF THE GROUND.
 CU0951'
 CU0951'TO REACH THE STATION FROM SWEETWATER, FROM THE UNDERPASS ON
 CU0951'STATE HIGHWAY 70 TO SOUTH OF THE BUSINESS DISTRICT, GO SOUTH
 CU0951'ON STATE HIGHWAY 70 FOR 12.25 MILES TO JUNCTION WITH FARM ROAD
 CU0951'53, TURN LEFT AND GO SOUTHEAST ON FARM ROAD 53 FOR 0.5 MILE TO
 CU0951'A SIDE ROAD LEFT, TURN LEFT AND GO DUE EAST FOR 2.7 MILES TO
 CU0951'FORKS JUST AFTER CROSSING A CATTLE GUARD (THE AZIMUTH MARK
 CU0951'IS IN THE FENCE LINE TO THE NORTH OF THE ROCK HOUSE THAT IS
 CU0951'STRAIGHT AHEAD AT THIS POINT), TAKE LEFT FORK AND FOLLOW MAIN
 CU0951'ROAD NORTHERLY FOR 1.3 MILES TO THE STATION ON RIGHT TO SOUTH
 CU0951'OF THE LOW, RED BARN.
 CU0951
 CU0951                          STATION RECOVERY (1961)
 CU0951
 CU0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0951'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH
 CU0951'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 CU0951'DIRECTIONS TO THE REFERENCE MARKS AND THE DIRECTION TO THE
 CU0951'AZIMUTH MARK WERE VERIFIED.  THE STATION IS NOW ON THE PROPERTY
 CU0951'OF THE BROOKS RANCH.  ADDITIONAL NOTES ON THE MARKS AND A NEW
 CU0951'TO REACH FOLLOWS--
 CU0951'
 CU0951'TO REACH THE STATION FROM THE POST OFFICE IN NOLAN, GO WEST
 CU0951'ON FARM ROAD 126 FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT.
 CU0951'BEAR RIGHT 0.05 MILE TO A CROSSROAD.  CONTINUE STRAIGHT
 CU0951'AHEAD AND GO WESTERLY ON THE MAIN GRAVEL ROAD 2.7 MILES TO A
 CU0951'CROSSROAD.  TURN RIGHT AND GO NORTH ON THE MAIN ROAD 1.9 MILES
 CU0951'TO A T-ROAD.  TURN RIGHT AND GO EAST 0.5 MILE TO ROAD FORKS
 CU0951'AND A CATTLE GUARD.  CONTINUE EAST AND NORTH, RIGHT FORK,
 CU0951'PASSING TO THE SOUTH AND EAST SIDE OF A HOUSE 0.2 MILE TO THE
 CU0951'AZIMUTH MARK ON THE RIGHT IN A FENCE.  CONTINUE NORTHERLY
 CU0951'0.9 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD, RIGHT FORK,
 CU0951'0.25 MILE TO THE STATION ON THE RIGHT JUST SOUTH OF A BARN.
 CU0951'
 CU0951'STATION MARK IS A STANDARD DISK STAMPED BITTER 1935, SET IN
 CU0951'A CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 CU0951'IS 92 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 34 FEET NORTH
 CU0951'OF THE NORTH GATE POST AT A METAL GATE, 19.5 FEET SOUTHEAST
 CU0951'OF THE SOUTHWEST CORNER OF AN EXTENTION OF THE BARN AND 11 FEET
 CU0951'WEST OF CORRAL FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 CU0951'
 CU0951'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BITTER NO 1 1935,
 CU0951'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 CU0951'IS 76 FEET EAST OF THE CENTER OF THE ROAD, 47 FEET SOUTH OF
 CU0951'THE SOUTH GATE POST OF THE METAL GATE AND 1 FOOT WEST OF A
 CU0951'FENCE.
 CU0951'
 CU0951'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BITTER NO 2 1935,
 CU0951'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 CU0951'98 FEET WEST OF THE SOUTHWEST CORNER OF THE EXTENTION OF THE
 CU0951'BARN AND 14 FEET WEST OF THE CENTER OF THE ROAD.
 CU0951'
 CU0951'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BITTER
 CU0951'AZI 1935, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 CU0951'IT IS 200 FEET NORTHEAST OF THE RANCH HOUSE MENTIONED IN THE
 CU0951'TO REACH AND IN THE EAST FENCE OF A LANE LEADING NORTH.
 CU0951'
 CU0951'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CU0951'
 CU0951'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0072 ***********************************************************************
 AY0072  DESIGNATION -  BITTERS
 AY0072  PID         -  AY0072
 AY0072  STATE/COUNTY-  TX/BEXAR
 AY0072  USGS QUAD   -  LONGHORN (1992)
 AY0072
 AY0072                         *CURRENT SURVEY CONTROL
 AY0072  ___________________________________________________________________
 AY0072* NAD 83(1993)-  29 34 26.29351(N)    098 29 37.94073(W)     ADJUSTED  
 AY0072* NAVD 88     -       287.435  (meters)     943.03   (feet)  POSTED    
 AY0072  ___________________________________________________________________
 AY0072  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 AY0072  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AY0072  DYNAMIC HT  -         287.020 (meters)     941.66  (feet)  COMP
 AY0072  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 AY0072
 AY0072  HORZ ORDER  -  FIRST
 AY0072  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AY0072
 AY0072.The horizontal coordinates were established by classical geodetic methods
 AY0072.and adjusted by the National Geodetic Survey in February 1996..
 AY0072
 AY0072.The orthometric height was determined by differential leveling
 AY0072.and adjusted by the National Geodetic Survey in 1992..
 AY0072.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AY0072.rate of 4.1 thru 8.0 mm/km.
 AY0072
 AY0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0072
 AY0072.The geoid height was determined by GEOID03.
 AY0072
 AY0072.The dynamic height is computed by dividing the NAVD 88
 AY0072.geopotential number by the normal gravity value computed on the
 AY0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0072.degrees latitude (g = 980.6199 gals.).
 AY0072
 AY0072.The modeled gravity was interpolated from observed gravity values.
 AY0072
 AY0072;                    North         East     Units Scale Factor Converg.
 AY0072;SPC TXSC     - 4,193,015.119   649,035.170   MT  0.99987191   +0 14 52.6
 AY0072;SPC TXSC     -13,756,583.77  2,129,376.22   sFT  0.99987191   +0 14 52.6
 AY0072;UTM  14      - 3,271,686.213   549,022.317   MT  0.99962965   +0 14 59.3
 AY0072
 AY0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0072!SPC TXSC     -   0.99995882  x   0.99987191  =   0.99983074
 AY0072!UTM  14      -   0.99995882  x   0.99962965  =   0.99958849
 AY0072
 AY0072:                Primary Azimuth Mark                     Grid Az
 AY0072:SPC TXSC     -  HOLLYWOOD PARK HILL EST SPIPE            020 35 31.7
 AY0072:UTM  14      -  HOLLYWOOD PARK HILL EST SPIPE            020 35 25.0
 AY0072
 AY0072|---------------------------------------------------------------------|
 AY0072| PID    Reference Object                     Distance      Geod. Az  |
 AY0072|                                                           dddmmss.s |
 AY0072| AY1807 HOLLYWOOD PARK HILL EST SPIPE       APPROX. 1.5 KM 0205024.3 |
 AY0072| AY0076 BITTERS AZ MK                                      1355705.1 |
 AY0072| AY1813 SAN ANTONIO INTL APT CON TR BN      APPROX. 5.4 KM 1583921.1 |
 AY0072| AY0073 BITTERS RM 1                         24.233 METERS 17300     |
 AY0072| AY1904 SAN ANTONIO LANDA ROAD MUN TK       APPROX. 9.8 KM 2092820.4 |
 AY0072| AY0074 BITTERS RM 2                         27.077 METERS 27601     |
 AY0072| AY1962 SHAVANO PARK STANDPIPE              APPROX. 6.2 KM 2884708.2 |
 AY0072|---------------------------------------------------------------------|
 AY0072
 AY0072                          SUPERSEDED SURVEY CONTROL
 AY0072
 AY0072  NAD 83(1986)-  29 34 26.29845(N)    098 29 37.92352(W) AD(       ) 1
 AY0072  NAD 27      -  29 34 25.47700(N)    098 29 36.85900(W) AD(       ) 1
 AY0072  NGVD 29 (??/??/92)  287.306  (m)          942.60   (f) ADJ UNCH    1 2
 AY0072
 AY0072.Superseded values are not recommended for survey control.
 AY0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0072.See file dsdata.txt to determine how the superseded data were derived.
 AY0072
 AY0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4902271686(NAD 83)
 AY0072_MARKER: DS = TRIANGULATION STATION DISK
 AY0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0072_STAMPING: BITTERS 1953
 AY0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0072+STABILITY: SURFACE MOTION
 AY0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0072+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 AY0072
 AY0072  HISTORY     - Date     Condition        Report By
 AY0072  HISTORY     - 1953     MONUMENTED       CGS
 AY0072  HISTORY     - 1953     GOOD             AMS
 AY0072  HISTORY     - 1953     GOOD             CGS
 AY0072  HISTORY     - 1975     GOOD             NGS
 AY0072  HISTORY     - 1989     GOOD             USPSQD
 AY0072  HISTORY     - 1989     GOOD             USPSQD
 AY0072  HISTORY     - 19990223 GOOD             USPSQD
 AY0072  HISTORY     - 20030508 GOOD             USPSQD
 AY0072  HISTORY     - 20060713 GOOD             LDACE
 AY0072
 AY0072                          STATION DESCRIPTION
 AY0072
 AY0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0072'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF THE CENTER OF
 AY0072'SAN ANTONIO, ON THE NORTHEAST SIDE OF BITTERS ROAD AND ON
 AY0072'PROPERTY OWNED BY MR. FRED LEHR JR.
 AY0072'
 AY0072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 AY0072'LOOP 13 AT NORTH EDGE OF SAN ANTONIO, GO NORTH ON HIGHWAY
 AY0072'281 FOR 3.1 MILES TO BITTERS ROAD, TURN LEFT, GO NORTHWEST ON
 AY0072'BITTERS ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AY0072'CONTINUE NORTHWEST ON BITTERS ROAD FOR 0.15 MILE TO THE
 AY0072'STATION MARK ON THE RIGHT, JUST BEYOND THE DRIVEWAY LEADING
 AY0072'NORTHEAST TO THE FRED LEHR JR. RESIDENCE.
 AY0072'
 AY0072'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY0072'POST PROJECTING 4 INCHES.  IT IS 31 FEET NORTHWEST OF THE
 AY0072'CENTER OF DRIVEWAY TO LEHR RESIDENCE, 28 FEET NORTHEAST
 AY0072'OF THE CENTER LINE OF BITTERS ROAD, 17 FEET SOUTHEAST OF A FENCE
 AY0072'CORNER, 9 FEET NORTH OF A WITNESS POST AND 3 FEET NORTHEAST
 AY0072'OF A FENCE LINE.  IT IS STAMPED BITTERS 1953.
 AY0072'
 AY0072'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE
 AY0072'CYLINDER PROJECTING 3 INCHES.  IT IS 54 FEET NORTHWEST OF
 AY0072'TELEPHONE POLE NO. 85, 24 FEET SOUTHWEST OF THE CENTER LINE
 AY0072'OF BITTERS ROAD AND 2 FEET SOUTHWEST OF A FENCE LINE.  IT
 AY0072'IS STAMPED BITTERS NO. 1 1953.
 AY0072'
 AY0072'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE
 AY0072'CYLINDER PROJECTING 3 INCHES.  IT IS 24 FEET SOUTHWEST OF THE
 AY0072'CENTER LINE OF BITTERS ROAD, 2 FEET SOUTHWEST OF A FENCE LINE
 AY0072'AND IT IS STAMPED BITTERS NO. 2 1953.
 AY0072'
 AY0072'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY0072'POST PROJECTING 6 INCHES.  IT IS 65 FEET NORTHWEST OF A TELEPHONE
 AY0072'POLE, 25 FEET SOUTHWEST OF THE CENTER LINE OF BITTERS ROAD,
 AY0072'2 FEET NORTHWEST OF A WITNESS POST AND 1.0 FOOT NORTHEAST
 AY0072'OF A FENCE LINE.  IT IS STAMPED BITTERS 1953.
 AY0072'
 AY0072'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY0072
 AY0072                          STATION RECOVERY (1953)
 AY0072
 AY0072'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY0072'STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS
 AY0072'28 FEET NORTHEAST OF THE CENTERLINE OF A NW-SE ROAD AND IT IS
 AY0072'18 FEET SOUTHEAST OF THE INTERSECTION OF FENCE LINES.  IT IS
 AY0072'48 FEET NORTH OF THE INTERSECTING CENTERLINES OF NW-SE ROAD
 AY0072'AND DRIVEWAY NORTHEAST.
 AY0072
 AY0072                          STATION RECOVERY (1953)
 AY0072
 AY0072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AY0072'1.1 MI NW FROM SAN ANTONIO.
 AY0072'1.1 MILES NORTHWEST ALONG BITTERS ROAD FROM ITS JUNCTION WITH U.S.
 AY0072'HIGHWAY 281 AT SAN ANTONIO, 2 FEET NORTH OF A FENCE, 28 FEET NORTH OF
 AY0072'THE CENTER LINE OF BITTERS ROAD, 32 FEET NORTHWEST OF THE CENTER LINE
 AY0072'OF A PRIVATE DRIVEWAY LEADING NORTH TO A FARMHOUSE, SET IN THE TOP OF
 AY0072'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0072
 AY0072                          STATION RECOVERY (1975)
 AY0072
 AY0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 AY0072'THE STATION, AZIMUTH MARK, R.M. 1 AND R.M. 2 WERE RECOVERED
 AY0072'IN GOOD CONDITION AS DESCRIBED BY C.T.H. IN 1953.
 AY0072'
 AY0072'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 AY0072'NORTH OF THE CENTER OF SAN ANTONIO
 AY0072
 AY0072                          STATION RECOVERY (1989)
 AY0072
 AY0072'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0072'RECOVERED IN GOOD CONDITION.
 AY0072
 AY0072                          STATION RECOVERY (1989)
 AY0072
 AY0072'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0072'RECOVERED IN GOOD CONDITION.
 AY0072
 AY0072                          STATION RECOVERY (1999)
 AY0072
 AY0072'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0072'RECOVERED IN GOOD CONDITION.
 AY0072
 AY0072                          STATION RECOVERY (2003)
 AY0072
 AY0072'RECOVERY NOTE BY US POWER SQUADRON 2003 (LBW)
 AY0072'RECOVERED IN GOOD CONDITION.
 AY0072
 AY0072                          STATION RECOVERY (2006)
 AY0072
 AY0072'RECOVERY NOTE BY LOUISVILLE DISTRICT USE 2006 (GKS)
 AY0072'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0076 ***********************************************************************
 AY0076  DESIGNATION -  BITTERS AZ MK
 AY0076  PID         -  AY0076
 AY0076  STATE/COUNTY-  TX/BEXAR
 AY0076  USGS QUAD   -  LONGHORN (1992)
 AY0076
 AY0076                         *CURRENT SURVEY CONTROL
 AY0076  ___________________________________________________________________
 AY0076* NAD 83(1986)-  29 34 20.     (N)    098 29 36.     (W)     SCALED    
 AY0076* NAVD 88     -       277.672  (meters)     911.00   (feet)  POSTED    
 AY0076  ___________________________________________________________________
 AY0076  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AY0076  DYNAMIC HT  -         277.270 (meters)     909.68  (feet)  COMP
 AY0076  MODELED GRAV-     979,180.7   (mgal)                       NAVD 88
 AY0076
 AY0076  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0076
 AY0076.The horizontal coordinates were scaled from a topographic map and have
 AY0076.an estimated accuracy of +/- 6 seconds.
 AY0076
 AY0076.The orthometric height was determined by differential leveling
 AY0076.and adjusted by the National Geodetic Survey in 1992..
 AY0076.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0076.rate of 1.1 thru 2.0 mm/km.
 AY0076
 AY0076.The geoid height was determined by GEOID03.
 AY0076
 AY0076.The dynamic height is computed by dividing the NAVD 88
 AY0076.geopotential number by the normal gravity value computed on the
 AY0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0076.degrees latitude (g = 980.6199 gals.).
 AY0076
 AY0076.The modeled gravity was interpolated from observed gravity values.
 AY0076
 AY0076;                    North         East    Units  Estimated Accuracy
 AY0076;SPC TXSC     - 4,192,820.      649,090.      MT  (+/- 180 meters Scaled)
 AY0076
 AY0076                          SUPERSEDED SURVEY CONTROL
 AY0076
 AY0076  NGVD 29 (??/??/92)  277.541  (m)          910.57   (f) ADJ UNCH    1 2
 AY0076
 AY0076.Superseded values are not recommended for survey control.
 AY0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0076.See file dsdata.txt to determine how the superseded data were derived.
 AY0076
 AY0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT490714(NAD 83)
 AY0076_MARKER: DZ = AZIMUTH MARK DISK
 AY0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0076_STAMPING: BITTERS 1953
 AY0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0076+STABILITY: SURFACE MOTION
 AY0076
 AY0076  HISTORY     - Date     Condition        Report By
 AY0076  HISTORY     - 1953     MONUMENTED       CGS
 AY0076  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0076  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0076  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0076
 AY0076                          STATION DESCRIPTION
 AY0076
 AY0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0076'0.9 MI NW FROM SAN ANTONIO.
 AY0076'0.9 MILE NORTHWEST ALONG BITTERS ROAD FROM ITS JUNCTION WITH U.S.
 AY0076'HIGHWAY 281 AT SAN ANTONIO, 23.5 FEET SOUTHWEST OF THE CENTER LINE OF
 AY0076'BITTERS ROAD, 1 FOOT NORTHEAST OF A FENCE, 65.9 FEET NORTHWEST OF A
 AY0076'TELEPHONE POLE, 1.5 FEET NORHWEST OF A WITNESS POST, 0.2 MILE
 AY0076'SOUTHEAST OF TRIANGULATION STATION BITTERS 1953, SET IN THE TOP OF A
 AY0076'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- ROW
 AY0076'HAS BEEN GRADED TO THE FENCE.
 AY0076
 AY0076                          STATION RECOVERY (1967)
 AY0076
 AY0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0076'MARK NOT FOUND.
 AY0076
 AY0076                          STATION RECOVERY (1989)
 AY0076
 AY0076'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0076'MARK NOT FOUND.
 AY0076
 AY0076                          STATION RECOVERY (1999)
 AY0076
 AY0076'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0073 ***********************************************************************
 AY0073  DESIGNATION -  BITTERS RM 1
 AY0073  PID         -  AY0073
 AY0073  STATE/COUNTY-  TX/BEXAR
 AY0073  USGS QUAD   -  LONGHORN (1992)
 AY0073
 AY0073                         *CURRENT SURVEY CONTROL
 AY0073  ___________________________________________________________________
 AY0073* NAD 83(1986)-  29 34 26.     (N)    098 29 37.     (W)     SCALED    
 AY0073* NAVD 88     -       286.283  (meters)     939.25   (feet)  POSTED    
 AY0073  ___________________________________________________________________
 AY0073  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AY0073  DYNAMIC HT  -         285.870 (meters)     937.89  (feet)  COMP
 AY0073  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 AY0073
 AY0073  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AY0073
 AY0073.The horizontal coordinates were scaled from a topographic map and have
 AY0073.an estimated accuracy of +/- 6 seconds.
 AY0073
 AY0073.The orthometric height was determined by differential leveling
 AY0073.and adjusted by the National Geodetic Survey in 1992..
 AY0073.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AY0073.rate of 4.1 thru 8.0 mm/km.
 AY0073
 AY0073.The geoid height was determined by GEOID03.
 AY0073
 AY0073.The dynamic height is computed by dividing the NAVD 88
 AY0073.geopotential number by the normal gravity value computed on the
 AY0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0073.degrees latitude (g = 980.6199 gals.).
 AY0073
 AY0073.The modeled gravity was interpolated from observed gravity values.
 AY0073
 AY0073;                    North         East    Units  Estimated Accuracy
 AY0073;SPC TXSC     - 4,193,010.      649,060.      MT  (+/- 180 meters Scaled)
 AY0073
 AY0073                          SUPERSEDED SURVEY CONTROL
 AY0073
 AY0073  NGVD 29 (??/??/92)  286.153  (m)          938.82   (f) ADJ UNCH    1 2
 AY0073
 AY0073.Superseded values are not recommended for survey control.
 AY0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0073.See file dsdata.txt to determine how the superseded data were derived.
 AY0073
 AY0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT490716(NAD 83)
 AY0073_MARKER: DR = REFERENCE MARK DISK
 AY0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0073_STAMPING: BITTERS NO 1 1953
 AY0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0073+STABILITY: SURFACE MOTION
 AY0073
 AY0073  HISTORY     - Date     Condition        Report By
 AY0073  HISTORY     - 1953     MONUMENTED       CGS
 AY0073  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0073  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0073  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0073  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0073
 AY0073                          STATION DESCRIPTION
 AY0073
 AY0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0073'1.1 MI NW FROM SAN ANTONIO.
 AY0073'1.1 MILES NORTHWEST ALONG BITTERS ROAD FROM ITS JUNCTION WITH U.S.
 AY0073'HIGHWAY 281 AT SAN ANTONIO, 1 FOOT SOUTHEAST OF A FENCE, 23 FEET
 AY0073'SOUTHEAST OF THE CENTER LINE OF BITTERS ROAD, 54.6 FEET SOUTHEAST OF
 AY0073'THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTH TO A FARMHOUSE,
 AY0073'78.9 FEET SOUTH OF TRIANGULATION STATION BITTERS 1953, SET IN THE TOP
 AY0073'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0073
 AY0073                          STATION RECOVERY (1987)
 AY0073
 AY0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0073'MARK NOT FOUND.
 AY0073
 AY0073                          STATION RECOVERY (1989)
 AY0073
 AY0073'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0073'MARK NOT FOUND.
 AY0073
 AY0073                          STATION RECOVERY (1989)
 AY0073
 AY0073'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0073'MARK NOT FOUND.
 AY0073
 AY0073                          STATION RECOVERY (1999)
 AY0073
 AY0073'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0074 ***********************************************************************
 AY0074  DESIGNATION -  BITTERS RM 2
 AY0074  PID         -  AY0074
 AY0074  STATE/COUNTY-  TX/BEXAR
 AY0074  USGS QUAD   -  LONGHORN (1992)
 AY0074
 AY0074                         *CURRENT SURVEY CONTROL
 AY0074  ___________________________________________________________________
 AY0074* NAD 83(1986)-  29 34 26.     (N)    098 29 37.     (W)     SCALED    
 AY0074* NAVD 88     -       287.792  (meters)     944.20   (feet)  POSTED    
 AY0074  ___________________________________________________________________
 AY0074  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AY0074  DYNAMIC HT  -         287.370 (meters)     942.81  (feet)  COMP
 AY0074  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 AY0074
 AY0074  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AY0074
 AY0074.The horizontal coordinates were scaled from a topographic map and have
 AY0074.an estimated accuracy of +/- 6 seconds.
 AY0074
 AY0074.The orthometric height was determined by differential leveling
 AY0074.and adjusted by the National Geodetic Survey in 1992..
 AY0074.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AY0074.rate of 3.1 thru 4.0 mm/km.
 AY0074
 AY0074.The geoid height was determined by GEOID03.
 AY0074
 AY0074.The dynamic height is computed by dividing the NAVD 88
 AY0074.geopotential number by the normal gravity value computed on the
 AY0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0074.degrees latitude (g = 980.6199 gals.).
 AY0074
 AY0074.The modeled gravity was interpolated from observed gravity values.
 AY0074
 AY0074;                    North         East    Units  Estimated Accuracy
 AY0074;SPC TXSC     - 4,193,010.      649,060.      MT  (+/- 180 meters Scaled)
 AY0074
 AY0074                          SUPERSEDED SURVEY CONTROL
 AY0074
 AY0074  NGVD 29 (??/??/92)  287.663  (m)          943.77   (f) ADJ UNCH    1 2
 AY0074
 AY0074.Superseded values are not recommended for survey control.
 AY0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0074.See file dsdata.txt to determine how the superseded data were derived.
 AY0074
 AY0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT490716(NAD 83)
 AY0074_MARKER: DR = REFERENCE MARK DISK
 AY0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0074_STAMPING: BITTERS NO 2 1953
 AY0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0074+STABILITY: SURFACE MOTION
 AY0074
 AY0074  HISTORY     - Date     Condition        Report By
 AY0074  HISTORY     - 1953     MONUMENTED       CGS
 AY0074  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0074  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0074  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0074  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0074
 AY0074                          STATION DESCRIPTION
 AY0074
 AY0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0074'1.1 MI NW FROM SAN ANTONIO.
 AY0074'1.1 MILES NORTHWEST ALONG BITTERS ROAD FROM ITS JUNCTION WITH U.S.
 AY0074'HIGHWAY 281 AT SAN ANTONIO, 1.5 FEET SOUTH OF A FENCE, 25 FEET SOUTH
 AY0074'OF THE CENTER LINE OF BITTERS ROAD, 88.5 FEET SOUTHWEST OF
 AY0074'TRIANGULATION STATION BITTERS 1953, SET IN THE TOP OF A CONCRETE POST
 AY0074'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0074
 AY0074                          STATION RECOVERY (1987)
 AY0074
 AY0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0074'MARK NOT FOUND.
 AY0074
 AY0074                          STATION RECOVERY (1989)
 AY0074
 AY0074'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0074'MARK NOT FOUND.
 AY0074
 AY0074                          STATION RECOVERY (1990)
 AY0074
 AY0074'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0074'MARK NOT FOUND.
 AY0074
 AY0074                          STATION RECOVERY (1999)
 AY0074
 AY0074'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1225 ***********************************************************************
 DM1225  DESIGNATION -  BIVINS
 DM1225  PID         -  DM1225
 DM1225  STATE/COUNTY-  TX/CASS
 DM1225  USGS QUAD   -  ATLANTA SOUTH (1969)
 DM1225
 DM1225                         *CURRENT SURVEY CONTROL
 DM1225  ___________________________________________________________________
 DM1225* NAD 83(1993)-  33 02 01.61212(N)    094 12 41.74788(W)     ADJUSTED  
 DM1225* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 DM1225  ___________________________________________________________________
 DM1225  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DM1225  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DM1225
 DM1225  HORZ ORDER  -  FIRST
 DM1225
 DM1225.The horizontal coordinates were established by classical geodetic methods
 DM1225.and adjusted by the National Geodetic Survey in September 1999..
 DM1225
 DM1225.The orthometric height was scaled from a topographic map.
 DM1225
 DM1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1225
 DM1225.The geoid height was determined by GEOID03.
 DM1225
 DM1225;                    North         East     Units Scale Factor Converg.
 DM1225;SPC TXNC     - 2,159,773.434 1,000,450.041   MT  0.99987267   +2 20 19.9
 DM1225;SPC TXNC     - 7,085,856.67  3,282,309.84   sFT  0.99987267   +2 20 19.9
 DM1225;SPC AR S     -   442,950.789   193,399.660   MT  1.00006967   -1 14 16.1
 DM1225;SPC AR S     - 1,453,247.71    634,512.05   sFT  1.00006967   -1 14 16.1
 DM1225;SPC LA N     -   282,215.332   840,096.740   MT  1.00010434   -0 54 17.7
 DM1225;SPC LA N     -   925,901.47  2,756,217.39   sFT  1.00010434   -0 54 17.7
 DM1225;UTM  15      - 3,655,684.124   386,857.393   MT  0.99975784   -0 39 38.0
 DM1225
 DM1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1225!SPC TXNC     -   0.99998377  x   0.99987267  =   0.99985644
 DM1225!SPC AR S     -   0.99998377  x   1.00006967  =   1.00005344
 DM1225!SPC LA N     -   0.99998377  x   1.00010434  =   1.00008811
 DM1225!UTM  15      -   0.99998377  x   0.99975784  =   0.99974162
 DM1225
 DM1225:                Primary Azimuth Mark                     Grid Az
 DM1225:SPC TXNC     -  ATLANTA W MUNICIPAL TANK                 020 05 27.9
 DM1225:SPC AR S     -  ATLANTA W MUNICIPAL TANK                 023 40 03.9
 DM1225:SPC LA N     -  ATLANTA W MUNICIPAL TANK                 023 20 05.5
 DM1225:UTM  15      -  ATLANTA W MUNICIPAL TANK                 023 05 25.8
 DM1225
 DM1225|---------------------------------------------------------------------|
 DM1225| PID    Reference Object                     Distance      Geod. Az  |
 DM1225|                                                           dddmmss.s |
 DM1225| DM1226 ATLANTA W MUNICIPAL TANK            APPROX.10.6 KM 0222547.8 |
 DM1225| DM1227 ATLANTA RAD STA KALT MAST           APPROX. 6.1 KM 0260852.6 |
 DM1225| CX5022 BIVINS RM 1                          22.722 METERS 09002     |
 DM1225| CR1063 PINKARD                             APPROX. 8.8 KM 1224840.6 |
 DM1225| CX5023 BIVINS RM 2 AZIMUTH                                1501835.0 |
 DM1225| CX5024 BIVINS RM 3                          24.237 METERS 27012     |
 DM1225|---------------------------------------------------------------------|
 DM1225
 DM1225                          SUPERSEDED SURVEY CONTROL
 DM1225
 DM1225  NAD 83(1993)-  33 02 01.61352(N)    094 12 41.74768(W) AD(       ) 1
 DM1225  NAD 83(1993)-  33 02 01.61758(N)    094 12 41.74048(W) AD(       ) 1
 DM1225  NAD 83(1986)-  33 02 01.61796(N)    094 12 41.73751(W) AD(       ) 1
 DM1225  NAD 27      -  33 02 01.14300(N)    094 12 41.06400(W) AD(       ) 1
 DM1225
 DM1225.Superseded values are not recommended for survey control.
 DM1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1225.See file dsdata.txt to determine how the superseded data were derived.
 DM1225
 DM1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8685755684(NAD 83)
 DM1225_MARKER: DS = TRIANGULATION STATION DISK
 DM1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1225
 DM1225  HISTORY     - Date     Condition        Report By
 DM1225  HISTORY     - 1930     MONUMENTED       CGS
 DM1225  HISTORY     - 1937     MARK NOT FOUND   TXHD
 DM1225  HISTORY     - 1956     GOOD             CGS
 DM1225  HISTORY     - 1958     GOOD             CGS
 DM1225
 DM1225                          STATION DESCRIPTION
 DM1225
 DM1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1225'ABOUT 8 MILES SW OF ATLANTA AND 1-1/4 MILES NW OF BIVINS ON
 DM1225'LAND OWNED BY T.N. HEATH, AND ON THE EASTERN END OF A SANDY
 DM1225'KNOLL ABOUT 1/4 MILE NW OF HEATHS HOUSE.
 DM1225'
 DM1225'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DM1225'DISKS SET IN CONCRETE.
 DM1225'
 DM1225'REFERENCE MARK NO. 1 IS IN FENCE LINE, ON E BROW OF HILL, AND
 DM1225'22.73 METERS (74.6 FEET) FROM STATION.
 DM1225'
 DM1225'REFERENCE MARK NO. 2 IS 5 METERS (16 FEET) S OF GATE ABOUT
 DM1225'MIDDLE OF E SIDE OF FIELD AND 1/8 MILE FROM STATION.
 DM1225'
 DM1225'TO REACH FROM BIVINS GO W 0.4 MILE FROM CROSS ROAD W OF
 DM1225'RAILROAD TRACKS, THENCE TO RIGHT ON DIM ROAD ABOUT ONE-HALF
 DM1225'MILE TO HEATHS HOUSE.  STATION IS IN FENCE LINE BETWEEN PROPERTY
 DM1225'OF T.N. AND A. HEATH.
 DM1225
 DM1225                          STATION RECOVERY (1937)
 DM1225
 DM1225'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1225'DESCRIPTION SATISFACTORY.  REFERENCE MARK NO. 1 RECOVERED AND
 DM1225'FOUND TO BE IN GOOD CONDITION.  OTHER MARKS NOT RECOVERED.
 DM1225
 DM1225                          STATION RECOVERY (1956)
 DM1225
 DM1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1225'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1225'IN GOOD CONDITION.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 DM1225'ARE CORRECT EXCEPT THAT THE FENCE REFERRED TO IN THE DESCRIPTION
 DM1225'HAS BEEN REMOVED.
 DM1225
 DM1225                          STATION RECOVERY (1958)
 DM1225
 DM1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1225'STATION MARK, REFERENCE MARK NUMBER ONE AND REFERENCE MARK
 DM1225'NUMBER TWO WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 DM1225'CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DM1225'
 DM1225'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ATLANTA AND ABOUT
 DM1225'1 MILE NORTHWEST OF BIVINS.  IT IS 25 FEET NORTH OF A 24 INCH
 DM1225'PINE TREE, 3 FEET NORTHEAST OF A WHITE WITNESS POST AND IN A
 DM1225'FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES ABOVE THE
 DM1225'SURFACE OF THE GROUND AND THE DISK IS STAMPED BIVINS 1930.
 DM1225'
 DM1225'REFERENCE MARK NUMBER ONE IS IN THE FENCE LINE.  THE MARK
 DM1225'IS SETTING FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 DM1225'IS STAMPED BIVINS NO 1 1930.
 DM1225'
 DM1225'REFERENCE MARK NUMBER TWO IS 26 FEET WEST OF THE CENTER OF
 DM1225'A TRACK ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 DM1225'NORTH OF A FENCE LINE.  THE MARK IS SETTING FLUSH WITH THE SURFACE
 DM1225'OF THE GROUND AND THE DISK IS STAMPED BIVINS NO 2 1930.
 DM1225'THIS MARK SERVES AS THE AZIMUTH MARK.
 DM1225'
 DM1225'REFERENCE MARK NUMBER THREE IS IN THE FENCE LINE.  THE MARK
 DM1225'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BIVINS NO 3 1930.
 DM1225'
 DM1225'TO REACH THE STATION FROM THE POST OFFICE IN BIVINS GO WEST
 DM1225'FOR 0.1 MILE TO THE JUNCTION OF FARM ROAD NUMBER 1841 AND STATE
 DM1225'HIGHWAY NUMBER 43, TURN RIGHT ON STATE HIGHWAY NUMBER 43 FOR
 DM1225'1.1 MILE TO CROSSROADS, TURN LEFT FOR 0.4 MILE TO A WIRE GATE
 DM1225'ON THE LEFT AND TRACK ROAD, TURN LEFT ON TRACK ROAD FOR 0.4
 DM1225'MILE TO AN OLD VACANT HOUSE, TURN SHARP RIGHT ON TRACK ROAD FOR
 DM1225'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 DM1225'ON TRACK ROAD FOR 0.15 MILE TO TOP OF HILL AND STATION AS
 DM1225'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1857 ***********************************************************************
 FL1857  DESIGNATION -  BIVINS
 FL1857  PID         -  FL1857
 FL1857  STATE/COUNTY-  TX/POTTER
 FL1857  USGS QUAD   -  MARSH (1953)
 FL1857
 FL1857                         *CURRENT SURVEY CONTROL
 FL1857  ___________________________________________________________________
 FL1857* NAD 83(1993)-  35 36 06.49771(N)    101 55 36.61130(W)     ADJUSTED  
 FL1857* NAVD 88     -      1126.0    (meters)    3694.     (feet)  VERTCON   
 FL1857  ___________________________________________________________________
 FL1857  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 FL1857  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1857
 FL1857  HORZ ORDER  -  SECOND
 FL1857
 FL1857.The horizontal coordinates were established by classical geodetic methods
 FL1857.and adjusted by the National Geodetic Survey in February 1996..
 FL1857
 FL1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1857
 FL1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1857
 FL1857.The geoid height was determined by GEOID03.
 FL1857
 FL1857;                    North         East     Units Scale Factor Converg.
 FL1857;SPC TX N     - 1,177,782.964   161,325.681   MT  0.99991601   -0 14 50.5
 FL1857;SPC TX N     - 3,864,109.61    529,282.67   sFT  0.99991601   -0 14 50.5
 FL1857;UTM  14      - 3,943,728.712   234,854.013   MT  1.00046642   -1 42 17.4
 FL1857;UTM  13      - 3,944,133.266   778,405.977   MT  1.00055527   +1 47 24.7
 FL1857
 FL1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1857!SPC TX N     -   0.99982742  x   0.99991601  =   0.99974345
 FL1857!UTM  14      -   0.99982742  x   1.00046642  =   1.00029376
 FL1857!UTM  13      -   0.99982742  x   1.00055527  =   1.00038260
 FL1857
 FL1857:                Primary Azimuth Mark                     Grid Az
 FL1857:SPC TX N     -  BIVINS AZ MK                             009 14 10.8
 FL1857:UTM  14      -  BIVINS AZ MK                             010 41 37.7
 FL1857:UTM  13      -  BIVINS AZ MK                             007 11 55.6
 FL1857
 FL1857|---------------------------------------------------------------------|
 FL1857| PID    Reference Object                     Distance      Geod. Az  |
 FL1857|                                                           dddmmss.s |
 FL1857| CJ6646 BIVINS AZ MK                                       0085920.3 |
 FL1857| CJ6647 BIVINS RM 1                          66.434 METERS 01548     |
 FL1857| CJ6648 BIVINS RM 2                          97.047 METERS 09752     |
 FL1857| FL1864 EXCELL US BUR OF MINE LOT           APPROX. 5.1 KM 3022030.0 |
 FL1857| FL1863 EXCELL US BUR OF MINE WATER TK      APPROX. 5.1 KM 3034055.3 |
 FL1857| FL1856 MASTERSON TANK                      APPROX. 2.8 KM 3233347.4 |
 FL1857|---------------------------------------------------------------------|
 FL1857
 FL1857                          SUPERSEDED SURVEY CONTROL
 FL1857
 FL1857  NAD 83(1993)-  35 36 06.49930(N)    101 55 36.60583(W) AD(       ) 2
 FL1857  NAD 83(1986)-  35 36 06.50554(N)    101 55 36.60125(W) AD(       ) 2
 FL1857  NAD 27      -  35 36 06.34600(N)    101 55 34.94400(W) AD(       ) 2
 FL1857  NGVD 29 (07/19/86) 1125.5    (m)         3693.     (f) VERT ANG       
 FL1857
 FL1857.Superseded values are not recommended for survey control.
 FL1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1857.See file dsdata.txt to determine how the superseded data were derived.
 FL1857
 FL1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3485443729(NAD 83)
 FL1857_MARKER: DS = TRIANGULATION STATION DISK
 FL1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1857
 FL1857  HISTORY     - Date     Condition        Report By
 FL1857  HISTORY     - 1935     MONUMENTED       CGS
 FL1857  HISTORY     - 1951     GOOD             CGS
 FL1857
 FL1857                          STATION DESCRIPTION
 FL1857
 FL1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FL1857'STATION IS ABOUT 17 MILES S OF DUMAS, 3-1/2 MILES SE OF THE
 FL1857'CANADIAN RIVER GAS COMPANYS PLANT, 2 MILES E OF U.S. HIGHWAY 385,
 FL1857'AND ABOUT 1-1/2 MILES NE OF THE SANTA FE RAILROAD, ON A RIDGE
 FL1857'IN PASTURE AND IS ON THE HIGHEST GROUND IN THE VICINITY.
 FL1857'THERE IS A CONCRETE AND PIPE CATTLE GUARD ABOUT 125 YARDS NE
 FL1857'OF THE STATION.  THE MARK PROJECTS 4 INCHES.
 FL1857'
 FL1857'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FL1857'BRONZE DISKS SET IN CONCRETE.
 FL1857'
 FL1857'REFERENCE MARK NO. 1 IS N OF THE STATION.  IT IS 1-1/2 FEET
 FL1857'S OF THE FENCE AND IS 229 FEET W OF THE CENTER OF THE CATTLE
 FL1857'GUARD.  THE MARK PROJECTS 4 INCHES.
 FL1857'
 FL1857'REFERENCE MARK NO. 2 IS E OF THE STATION.  IT IS 1 FOOT W OF
 FL1857'THE FENCE AND IS 247 FEET S OF A FENCE INTERSECTION.  THE
 FL1857'MARK PROJECTS 5 INCHES.
 FL1857'
 FL1857'THE AZIMUTH MARK IS N OF THE STATION.  IT IS 1 FOOT W OF THE
 FL1857'N-S FENCE AND PROJECTS 6 INCHES.
 FL1857'
 FL1857'THE STATION IS REACHED FROM FOUR-WAY (12 MILES S OF DUMAS)
 FL1857'BY GOING S ON U.S. HIGHWAY 385, 5.0 MILES.  ABOUT 100 YARDS N
 FL1857'OF AN UNDERPASS, LEAVE THE HIGHWAY AND PASS E THROUGH A CATTLE
 FL1857'GUARD.  TAKE THE RIGHT FORK AND GO EASTERLY 1.3 MILES.  TAKE
 FL1857'THE LEFT FORK SOUTHEASTERLY 1.1 MILES.  PASS S THROUGH THE
 FL1857'CATTLE GUARD AND DRIVE SW ABOUT 125 YARDS TO THE STATION.
 FL1857'
 FL1857'A 20-FOOT TOWER CLEARED ALL LINES EXCEPT THAT TO STATION PEEKAY
 FL1857'WHICH GRAZED VERY BADLY.  HEIGHT NECESSARY TO CLEAR LINE
 FL1857'ESTIMATED AT 50 FEET.
 FL1857
 FL1857                          STATION RECOVERY (1951)
 FL1857
 FL1857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1857'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 FL1857'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 FL1857'
 FL1857'THE STATION IS LOCATED ON THE HIGHEST POINT OF SOME LAND USED
 FL1857'FOR GRAZING CATTLE, ABOUT 17 MILES AIRLINE SOUTH OF DUMAS,
 FL1857'2 MILES AIRLINE EAST OF U.S. HIGHWAY 287, AND 1-1/2 MILES
 FL1857'AIRLINE NORTHEAST OF THE SANTA FE RAILROAD TRACK.
 FL1857'
 FL1857'TO REACH THE STATION FROM THE MOORE COUNTY COURT HOUSE IN
 FL1857'DUMAS, GO SOUTH ON U.S. HIGHWAY 287 FOR 11.5 MILES TO FOUR WAY.
 FL1857'KEEP STRAIGHT AHEAD, SOUTH, AND GO 5.0 MILES TO A SIDE ROAD
 FL1857'ON THE LEFT, ABOUT 200 YARDS NORTH OF A RAILROAD OVERPASS.
 FL1857'TURN LEFT ONTO A TRACK ROAD AND GO 2.1 MILES TO A FENCE CORNER
 FL1857'AND A GATE.  PASS THROUGH THE GATE AND GO 125 YARDS SOUTHWEST
 FL1857'TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 FL1857'
 FL1857'THE STATION MARK IS A STANDARD DISK STAMPED BIVINS 1935 SET
 FL1857'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1857'4 INCHES ABOVE THE GROUND.
 FL1857'
 FL1857'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BIVINS NO. 1
 FL1857'1935 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 FL1857'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF
 FL1857'A FENCE LINE AND 2 FEET LOWER THAN THE STATION.
 FL1857'
 FL1857'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BIVINS NO. 2
 FL1857'1935 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 FL1857'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A
 FL1857'FENCE LINE AND 4 FEET LOWER THAN THE STATION.
 FL1857'
 FL1857'THE AZIMUTH MARK IS LOCATED ALONG A NORTH-SOUTH FENCE LINE
 FL1857'THAT RUNS NORTH FROM THE FENCE CORNER BY THE STATION.  IT IS
 FL1857'A STANDARD REFERENCE-MARK DISK STAMPED BIVINS AZIMUTH 1935
 FL1857'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1857'6 INCHES ABOVE THE GROUND AND IS 1 FOOT WEST OF THE FENCE LINE.
 FL1857'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST 125
 FL1857'YARDS TO A FENCE CORNER AND A GATE.  PASS THROUGH THE GATE
 FL1857'AND GO NORTH ALONG THE WEST SIDE OF THE FENCE LINE FOR 0.4
 FL1857'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FL1857'
 FL1857'OBSERVATIONS WERE MADE FROM A 64-FOOT STEEL TOWER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2787 ***********************************************************************
 AB2787  PACS        -  This is a Primary Airport Control Station.
 AB2787  DESIGNATION -  BKD A
 AB2787  PID         -  AB2787
 AB2787  STATE/COUNTY-  TX/STEPHENS
 AB2787  USGS QUAD   -  BUCK MOUNTAIN (1982)
 AB2787
 AB2787                         *CURRENT SURVEY CONTROL
 AB2787  ___________________________________________________________________
 AB2787* NAD 83(1993)-  32 42 42.65643(N)    098 53 29.80442(W)     ADJUSTED  
 AB2787* NAVD 88     -       391.19   (meters)    1283.4    (feet)  GPS OBS   
 AB2787  ___________________________________________________________________
 AB2787  X           -    -830,345.257 (meters)                     COMP
 AB2787  Y           -  -5,307,557.201 (meters)                     COMP
 AB2787  Z           -   3,427,309.606 (meters)                     COMP
 AB2787  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AB2787  ELLIP HEIGHT-         361.92  (meters)          (10/24/00) GPS OBS
 AB2787  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AB2787
 AB2787  HORZ ORDER  -  B
 AB2787  ELLP ORDER  -  FOURTH    CLASS II
 AB2787
 AB2787.This mark is at Stephens Co (BKD) Airport (BKD)
 AB2787
 AB2787.The horizontal coordinates were established by GPS observations
 AB2787.and adjusted by the National Geodetic Survey in February 1996..
 AB2787
 AB2787.The orthometric height was determined by GPS observations and a
 AB2787.high-resolution geoid model.
 AB2787
 AB2787.GPS derived orthometric heights for airport stations designated as
 AB2787.PACS or SACS are published to 2 decimal places.  This maintains
 AB2787.centimeter relative accuracy between the PACS and SACS.  It does
 AB2787.not indicate centimeter accuracy relative to other marks which are
 AB2787.part of the NAVD 88 network.
 AB2787
 AB2787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2787
 AB2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2787
 AB2787.The ellipsoidal height was determined by GPS observations
 AB2787.and is referenced to NAD 83.
 AB2787
 AB2787.The geoid height was determined by GEOID03.
 AB2787
 AB2787;                    North         East     Units Scale Factor Converg.
 AB2787;SPC TXNC     - 2,115,968.686   563,288.189   MT  0.99989010   -0 12 48.9
 AB2787;SPC TXNC     - 6,942,140.60  1,848,054.67   sFT  0.99989010   -0 12 48.9
 AB2787;UTM  14      - 3,619,348.427   510,157.910   MT  0.99960127   +0 03 30.9
 AB2787
 AB2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2787!SPC TXNC     -   0.99994318  x   0.99989010  =   0.99983329
 AB2787!UTM  14      -   0.99994318  x   0.99960127  =   0.99954447
 AB2787
 AB2787                          SUPERSEDED SURVEY CONTROL
 AB2787
 AB2787  ELLIP H (02/20/96)  361.96   (m)                       GP(       ) 1 1
 AB2787
 AB2787.Superseded values are not recommended for survey control.
 AB2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2787.See file dsdata.txt to determine how the superseded data were derived.
 AB2787
 AB2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB1015819348(NAD 83)
 AB2787_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2787_SETTING: 66 = SET IN ROCK OUTCROP
 AB2787_STAMPING: BKD A 1995
 AB2787_MARK LOGO: NGS   
 AB2787_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2787+STABILITY: POSITION/ELEVATION WELL
 AB2787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2787+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2787
 AB2787  HISTORY     - Date     Condition        Report By
 AB2787  HISTORY     - 1995     MONUMENTED       NGS
 AB2787  HISTORY     - 19990112 GOOD             TXDOT
 AB2787  HISTORY     - 19990826 GOOD             NGS
 AB2787
 AB2787                          STATION DESCRIPTION
 AB2787
 AB2787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2787'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH SOUTHEAST OF
 AB2787'BRECKENRIDGE, 0.75 MI (1.21 KM) EAST OF US HIGHWAY 183, AT THE
 AB2787'STEPHENS COUNTY AIRPORT AND SOUTH OF THE SOUTH END AND IN LINE WITH
 AB2787'THE PROLONGATION OF THE WEST EDGE OF THE PARALLEL TAXIWAY RUNWAY.
 AB2787'OWNERSHIP---STEPHENS COUNTY, ROUTE 1 BOX 125, BRECKENRIDGE, TX 76424.
 AB2787'AIRPORT MANAGER IS COUNTY JUDGE, GARY FULLER.  PHONE (817) 559-2190.
 AB2787'CONTACT AT AIRPORT IS BUSTER CLEGG OF BRECK AIRWAYS. PHONE (817)
 AB2787'559-7555 OR (817) 559-9129.  TO REACH THE STATION FROM THE JUCTION OF
 AB2787'US HIGHWAYS 180, 183 AND STATE HIGHWAY 67 IN BRECKENRIDGE, GO SOUTH ON
 AB2787'US HIGHWAY 183 FOR 1.75 MI (2.82 KM) TO THE INTERSECTION OF FARM ROAD
 AB2787'2231.  CONTINUE AHEAD AND GO SOUTH ON US HIGHWAY 183 FOR 0.5 MI (0.8
 AB2787'KM) TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST AND THEN SOUTH ON
 AB2787'COUNTY ROAD 150 (AIRPORT ENTRANCE ROAD) FOR 0.7 MI (1.1 KM) TO A GATE
 AB2787'ON THE LEFT AT THE BEACON TOWER AND TERMINAL BUILDING.  TURN LEFT AND
 AB2787'GO SOUTHEAST, THROUGH GATE THEN STRAIGHT AHEAD ON THE RAMP AND TAXIWAY
 AB2787'FOR 0.05 MI (0.08 KM) TO A TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO
 AB2787'SOUTH ON THE PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO THE
 AB2787'INTERSECTION OF RUNWAY 04/22. CONTINUE AHEAD AND GO SOUTH ON THE
 AB2787'TAXIWAY FOR 0.35 MI (0.56 KM) TO TAXIWAY CURVE LEFT AND THE STATION
 AB2787'JUST AHEAD.  THE STATION IS SET INTO A 45 CM BY 90 CM ROCK OUTCROP
 AB2787'PROJECTING 5 CM ABOVE GROUND LEVEL, 176.0 FT (53.6 M) WEST SOUTHWEST
 AB2787'OF THE SOUTHWEST CORNER OF RUNWAY 17/35, 109.0 FT (33.2 M) NORTH OF A
 AB2787'EAST-WEST BULLDOZED RIDGE AT THE SOUTH BOUNDRY OF THE MAINTAINED
 AB2787'AIRPORT PROPERTY, 86.0 FT (26.2 M) SOUTHWEST OF THE SOUTH EDGE OF THE
 AB2787'TAXIWAY AT THE PAINTED HOLD BAR, 76.0 FT (23.2 M) EAST OF A WITNESS
 AB2787'POST IN A FENCELINE AND 74.5 FT (22.7 M) SOUTH SOUTHWEST OF THE
 AB2787'SUPPORT PIPE OF A TAXIWAY INDICATOR SIGN.  DRL.  NOTE TO
 AB2787'OBSERVER---PLEASE CHECK DIRECTIONS FOR LOCAL MEASUREMENTS AS I WAS
 AB2787'USING A CHEAP COMPASS AT THIS STATION ONLY.
 AB2787
 AB2787                          STATION RECOVERY (1999)
 AB2787
 AB2787'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 AB2787'GOOD.
 AB2787
 AB2787                          STATION RECOVERY (1999)
 AB2787
 AB2787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 AB2787'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3386 ***********************************************************************
 AW3386  DESIGNATION -  BL 121 USE
 AW3386  PID         -  AW3386
 AW3386  STATE/COUNTY-  TX/HARRIS
 AW3386  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3386
 AW3386                         *CURRENT SURVEY CONTROL
 AW3386  ___________________________________________________________________
 AW3386* NAD 83(1986)-  29 49 11.     (N)    095 26 16.     (W)     SCALED    
 AW3386* NAVD 88     -        22.52   (+/-2cm)      73.9    (feet)  VERTCON   
 AW3386  ___________________________________________________________________
 AW3386  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW3386
 AW3386  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3386
 AW3386.The horizontal coordinates were scaled from a topographic map and have
 AW3386.an estimated accuracy of +/- 6 seconds.
 AW3386
 AW3386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3386.The vertical order pertains to the NGVD 29 superseded value.
 AW3386
 AW3386.The geoid height was determined by GEOID03.
 AW3386
 AW3386;                    North         East    Units  Estimated Accuracy
 AW3386;SPC TXSC     - 4,225,390.      944,240.      MT  (+/- 180 meters Scaled)
 AW3386
 AW3386                          SUPERSEDED SURVEY CONTROL
 AW3386
 AW3386  NGVD 29 (??/??/92)   22.512  (m)           73.86   (f) ADJ UNCH    2 0
 AW3386
 AW3386.Superseded values are not recommended for survey control.
 AW3386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3386.See file dsdata.txt to determine how the superseded data were derived.
 AW3386
 AW3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP644013(NAD 83)
 AW3386_MARKER: DD = SURVEY DISK
 AW3386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3386_STAMPING: B L 121
 AW3386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3386+STABILITY: SURFACE MOTION
 AW3386
 AW3386  HISTORY     - Date     Condition        Report By
 AW3386  HISTORY     - UNK      MONUMENTED       USE
 AW3386  HISTORY     - 1954     GOOD             NGS
 AW3386  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3386  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW3386
 AW3386                          STATION DESCRIPTION
 AW3386
 AW3386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3386'1.7 MI W FROM HOUSTON.
 AW3386'1.7 MILES WEST ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD FROM THE
 AW3386'UNDERPASS ON NORTH SHEPHERD DRIVE AT HOUSTON, 0.2 MILE WEST OF THE
 AW3386'CROSSING OF OAK FOREST DRIVE, 30 FEET SOUTH OF THE SOUTH RAIL, 45 FEET
 AW3386'EAST OF A TELEPHONE POLE, 12 FEET NORTH OF A FENCE, SET IN THE TOP OF
 AW3386'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AW3386
 AW3386                          STATION RECOVERY (1973)
 AW3386
 AW3386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3386'MARK NOT FOUND.
 AW3386
 AW3386                          STATION RECOVERY (2004)
 AW3386
 AW3386'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3385 ***********************************************************************
 AW3385  DESIGNATION -  BL 122 USE
 AW3385  PID         -  AW3385
 AW3385  STATE/COUNTY-  TX/HARRIS
 AW3385  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3385
 AW3385                         *CURRENT SURVEY CONTROL
 AW3385  ___________________________________________________________________
 AW3385* NAD 83(1986)-  29 49 09.     (N)    095 25 25.     (W)     SCALED    
 AW3385* NAVD 88     -        24.47   (+/-2cm)      80.3    (feet)  VERTCON   
 AW3385  ___________________________________________________________________
 AW3385  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3385
 AW3385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3385
 AW3385.The horizontal coordinates were scaled from a topographic map and have
 AW3385.an estimated accuracy of +/- 6 seconds.
 AW3385
 AW3385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3385.The vertical order pertains to the NGVD 29 superseded value.
 AW3385
 AW3385.The geoid height was determined by GEOID03.
 AW3385
 AW3385;                    North         East    Units  Estimated Accuracy
 AW3385;SPC TXSC     - 4,225,370.      945,610.      MT  (+/- 180 meters Scaled)
 AW3385
 AW3385                          SUPERSEDED SURVEY CONTROL
 AW3385
 AW3385  NGVD 29 (??/??/92)   24.463  (m)           80.26   (f) ADJ UNCH    2 0
 AW3385
 AW3385.Superseded values are not recommended for survey control.
 AW3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3385.See file dsdata.txt to determine how the superseded data were derived.
 AW3385
 AW3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP657012(NAD 83)
 AW3385_MARKER: DD = SURVEY DISK
 AW3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3385_STAMPING: B L 122
 AW3385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3385+STABILITY: SURFACE MOTION
 AW3385
 AW3385  HISTORY     - Date     Condition        Report By
 AW3385  HISTORY     - UNK      MONUMENTED       USE
 AW3385  HISTORY     - 1954     GOOD             NGS
 AW3385  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3385  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW3385
 AW3385                          STATION DESCRIPTION
 AW3385
 AW3385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3385'0.9 MI W FROM HOUSTON.
 AW3385'0.9 MILE WEST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD FROM THE
 AW3385'UNDERPASS AT NORTH SHEPHERD DRIVE AT HOUSTON, 0.3 MILE EAST OF
 AW3385'MILEPOST 62, 168 FEET WEST OF THE ANDERSON STREET CROSSING, 145 FEET
 AW3385'WEST OF A CATTLEGUARD, 30 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 AW3385'15 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 13 FEET WEST OF A POLE, 3
 AW3385'FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.
 AW3385'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AW3385
 AW3385                          STATION RECOVERY (1973)
 AW3385
 AW3385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3385'MARK NOT FOUND.
 AW3385
 AW3385                          STATION RECOVERY (2004)
 AW3385
 AW3385'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3382 ***********************************************************************
 AW3382  DESIGNATION -  BL 126 USE
 AW3382  PID         -  AW3382
 AW3382  STATE/COUNTY-  TX/HARRIS
 AW3382  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3382
 AW3382                         *CURRENT SURVEY CONTROL
 AW3382  ___________________________________________________________________
 AW3382* NAD 83(1986)-  29 47 40.     (N)    095 24 30.     (W)     SCALED    
 AW3382* NAVD 88     -        20.90   (+/-2cm)      68.6    (feet)  VERTCON   
 AW3382  ___________________________________________________________________
 AW3382  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3382
 AW3382  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3382
 AW3382.The horizontal coordinates were scaled from a topographic map and have
 AW3382.an estimated accuracy of +/- 6 seconds.
 AW3382
 AW3382.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3382.The vertical order pertains to the NGVD 29 superseded value.
 AW3382
 AW3382.The geoid height was determined by GEOID03.
 AW3382
 AW3382;                    North         East    Units  Estimated Accuracy
 AW3382;SPC TXSC     - 4,222,680.      947,170.      MT  (+/- 180 meters Scaled)
 AW3382
 AW3382                          SUPERSEDED SURVEY CONTROL
 AW3382
 AW3382  NGVD 29 (??/??/92)   20.892  (m)           68.54   (f) ADJ UNCH    1 2
 AW3382
 AW3382.Superseded values are not recommended for survey control.
 AW3382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3382.See file dsdata.txt to determine how the superseded data were derived.
 AW3382
 AW3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN672984(NAD 83)
 AW3382_MARKER: DD = SURVEY DISK
 AW3382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3382_STAMPING: BL 126
 AW3382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3382+STABILITY: SURFACE MOTION
 AW3382
 AW3382  HISTORY     - Date     Condition        Report By
 AW3382  HISTORY     - UNK      MONUMENTED       USE
 AW3382  HISTORY     - 1951     GOOD             NGS
 AW3382  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3382  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW3382
 AW3382                          STATION DESCRIPTION
 AW3382
 AW3382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW3382'IN HOUSTON.
 AW3382'AT HOUSTON, AT THE INTERSECTION OF WEST 13TH STREET AND NORTH SHEPHERD
 AW3382'DRIVE, 150 FEET NORTHWEST OF BENCH MARK A 279, 80.5 FEET NORTH OF THE
 AW3382'CENTER LINE OF WEST 13TH STREET, 1.5 FEET WEST OF THE WEST CONCRETE
 AW3382'CURB OF NORTH SHEPHERD DRIVE, SET IN THE TOP OF A CONCRETE POST WHICH
 AW3382'IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 AW3382
 AW3382                          STATION RECOVERY (1973)
 AW3382
 AW3382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3382'MARK NOT FOUND.
 AW3382
 AW3382                          STATION RECOVERY (2004)
 AW3382
 AW3382'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6905 ***********************************************************************
 AW6905  DESIGNATION -  BL 183 USE 1952
 AW6905  PID         -  AW6905
 AW6905  STATE/COUNTY-  TX/HARRIS
 AW6905  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW6905
 AW6905                         *CURRENT SURVEY CONTROL
 AW6905  ___________________________________________________________________
 AW6905* NAD 83(1993)-  29 47 05.01962(N)    095 37 01.84004(W)     ADJUSTED  
 AW6905* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 AW6905  ___________________________________________________________________
 AW6905  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6905  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW6905
 AW6905  HORZ ORDER  -  SECOND
 AW6905
 AW6905.The horizontal coordinates were established by classical geodetic methods
 AW6905.and adjusted by the National Geodetic Survey in February 1996..
 AW6905
 AW6905.The orthometric height was scaled from a topographic map.
 AW6905
 AW6905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6905
 AW6905.The geoid height was determined by GEOID03.
 AW6905
 AW6905;                    North         East     Units Scale Factor Converg.
 AW6905;SPC TXSC     - 4,220,997.919   927,017.801   MT  0.99989396   +1 39 26.2
 AW6905;SPC TXSC     -13,848,390.67  3,041,390.90   sFT  0.99989396   +1 39 26.2
 AW6905;UTM  15      - 3,297,803.522   246,991.350   MT  1.00038989   -1 18 02.7
 AW6905
 AW6905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6905!SPC TXSC     -   1.00000009  x   0.99989396  =   0.99989405
 AW6905!UTM  15      -   1.00000009  x   1.00038989  =   1.00038998
 AW6905
 AW6905                          SUPERSEDED SURVEY CONTROL
 AW6905
 AW6905  NAD 83(1986)-  29 47 05.03421(N)    095 37 01.82182(W) AD(       ) 2
 AW6905  NAD 27      -  29 47 04.21125(N)    095 37 01.02083(W) AD(       ) 2
 AW6905
 AW6905.Superseded values are not recommended for survey control.
 AW6905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6905.See file dsdata.txt to determine how the superseded data were derived.
 AW6905
 AW6905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4699197804(NAD 83)
 AW6905_MARKER: DB = BENCH MARK DISK
 AW6905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6905+STABILITY: SURFACE MOTION
 AW6905
 AW6905  HISTORY     - Date     Condition        Report By
 AW6905  HISTORY     - 1952     MONUMENTED       USE
 AW6905  HISTORY     - 19940828 MARK NOT FOUND   USPSQD
 AW6905  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW6905
 AW6905                          STATION DESCRIPTION
 AW6905
 AW6905'DESCRIBED BY US ENGINEERS 1952
 AW6905'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY
 AW6905'NO. 90, ABOUT 15.0 MILES WEST OF HOUSTON, 12.5 MILES EAST
 AW6905'OF KATY, 1.5 MILES EAST OF ADDICKS AND 0.4 MILE SOUTH OF
 AW6905'THE ADDICKS RESERVOIR.
 AW6905'BL 183 (USE) IS 53.0 FEET SOUTH OF THE CENTER
 AW6905'OF U.S. HIGHWAY NO. 90, 33.0 FEET WEST-SOUTHWEST OF A POWERLINE
 AW6905'BRACE POLE, 3.0 FEET WEST OF A FENCE CORNER AND 2.5 FEET NORTH OF
 AW6905'A WITNESS POST.  IT IS A STANDARD U.S.E.D. BENCH MARK DISK
 AW6905'SET IN THE TOP OF A 6 INCH CYLINDRICAL CONCRETE POST PROJECTING
 AW6905'5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED BL
 AW6905'183.
 AW6905
 AW6905                          STATION RECOVERY (1994)
 AW6905
 AW6905'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6905'MARK NOT FOUND.
 AW6905
 AW6905                          STATION RECOVERY (2004)
 AW6905
 AW6905'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4522 ***********************************************************************
 AW4522  DESIGNATION -  BL 186 USE
 AW4522  PID         -  AW4522
 AW4522  STATE/COUNTY-  TX/HARRIS
 AW4522  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4522
 AW4522                         *CURRENT SURVEY CONTROL
 AW4522  ___________________________________________________________________
 AW4522* NAD 83(1986)-  29 47 06.     (N)    095 35 36.     (W)     SCALED    
 AW4522* NAVD 88     -        28.41   (+/-2cm)      93.2    (feet)  VERTCON   
 AW4522  ___________________________________________________________________
 AW4522  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW4522
 AW4522  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4522
 AW4522.The horizontal coordinates were scaled from a topographic map and have
 AW4522.an estimated accuracy of +/- 6 seconds.
 AW4522
 AW4522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4522.The vertical order pertains to the NGVD 29 superseded value.
 AW4522
 AW4522.The geoid height was determined by GEOID03.
 AW4522
 AW4522;                    North         East    Units  Estimated Accuracy
 AW4522;SPC TXSC     - 4,221,100.      929,320.      MT  (+/- 180 meters Scaled)
 AW4522
 AW4522                          SUPERSEDED SURVEY CONTROL
 AW4522
 AW4522  NGVD 29 (??/??/92)   28.408  (m)           93.20   (f) ADJ UNCH    1 2
 AW4522
 AW4522.Superseded values are not recommended for survey control.
 AW4522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4522.See file dsdata.txt to determine how the superseded data were derived.
 AW4522
 AW4522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN492977(NAD 83)
 AW4522_MARKER: DB = BENCH MARK DISK
 AW4522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4522_STAMPING: BL 186
 AW4522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4522+STABILITY: SURFACE MOTION
 AW4522
 AW4522  HISTORY     - Date     Condition        Report By
 AW4522  HISTORY     - UNK      MONUMENTED       USE
 AW4522  HISTORY     - 1959     GOOD             NGS
 AW4522  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4522  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW4522
 AW4522                          STATION DESCRIPTION
 AW4522
 AW4522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW4522'14.0 MI E FROM KATY.
 AW4522'ABOUT 14.0 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW4522'THE STATION AT KATY, ABOUT MIDWAY BETWEEN MILEPOST 1069 AND 1070, 45
 AW4522'FEET SOUTH OF THE SOUTH RAIL, 43 FEET NORTH OF THE CENTER LINE OF AN
 AW4522'ACCESS ROAD ALONG THE NORTH SIDE OF U.S. HIGHWAY 90, 11 1/2 FEET
 AW4522'SOUTHWEST OF A TELEPHONE POLE, 0.8 FOOT NORTH OF A METAL WITNESS POST,
 AW4522'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, ABOUT LEVEL WITH THE ROAD,
 AW4522'AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW4522
 AW4522                          STATION RECOVERY (1973)
 AW4522
 AW4522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4522'MARK NOT FOUND.
 AW4522
 AW4522                          STATION RECOVERY (2004)
 AW4522
 AW4522'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4525 ***********************************************************************
 AW4525  DESIGNATION -  BL 188 USE
 AW4525  PID         -  AW4525
 AW4525  STATE/COUNTY-  TX/HARRIS
 AW4525  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4525
 AW4525                         *CURRENT SURVEY CONTROL
 AW4525  ___________________________________________________________________
 AW4525* NAD 83(1986)-  29 47 06.     (N)    095 34 17.     (W)     SCALED    
 AW4525* NAVD 88     -        26.77   (+/-2cm)      87.8    (feet)  VERTCON   
 AW4525  ___________________________________________________________________
 AW4525  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW4525
 AW4525  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4525
 AW4525.The horizontal coordinates were scaled from a topographic map and have
 AW4525.an estimated accuracy of +/- 6 seconds.
 AW4525
 AW4525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4525.The vertical order pertains to the NGVD 29 superseded value.
 AW4525
 AW4525.The geoid height was determined by GEOID03.
 AW4525
 AW4525;                    North         East    Units  Estimated Accuracy
 AW4525;SPC TXSC     - 4,221,160.      931,440.      MT  (+/- 180 meters Scaled)
 AW4525
 AW4525                          SUPERSEDED SURVEY CONTROL
 AW4525
 AW4525  NGVD 29 (??/??/92)   26.761  (m)           87.80   (f) ADJ UNCH    1 2
 AW4525
 AW4525.Superseded values are not recommended for survey control.
 AW4525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4525.See file dsdata.txt to determine how the superseded data were derived.
 AW4525
 AW4525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN514977(NAD 83)
 AW4525_MARKER: DD = SURVEY DISK
 AW4525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4525_STAMPING: BL 188
 AW4525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4525+STABILITY: SURFACE MOTION
 AW4525
 AW4525  HISTORY     - Date     Condition        Report By
 AW4525  HISTORY     - UNK      MONUMENTED       USE
 AW4525  HISTORY     - 1959     GOOD             NGS
 AW4525  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4525  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW4525
 AW4525                          STATION DESCRIPTION
 AW4525
 AW4525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW4525'13.25 MI W FROM HOUSTON.
 AW4525'ABOUT 13.25 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW4525'THE SWITCH TOWER NO. 108 AT HOUSTON, ABOUT 0.2 MILE WEST OF MILEPOST
 AW4525'1071, ABOUT 310 FEET WEST OF THE BRIT MOORE ROAD CROSSING, 41 FEET
 AW4525'SOUTH OF THE SOUTH RAIL, 46 1/2 FEET NORTH OF AN ACCESS ROAD ON THE
 AW4525'NORTH SIDE OF U. S. HIGHWAY 90, 31 1/2 FEET EAST OF A TELEPHONE POLE,
 AW4525'1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 AW4525'OF THE TRACKS, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 AW4525'POST PROJECTING 4 INCHES.
 AW4525
 AW4525                          STATION RECOVERY (1973)
 AW4525
 AW4525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4525'MARK NOT FOUND.
 AW4525
 AW4525                          STATION RECOVERY (2004)
 AW4525
 AW4525'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4527 ***********************************************************************
 AW4527  DESIGNATION -  BL 189 USE
 AW4527  PID         -  AW4527
 AW4527  STATE/COUNTY-  TX/HARRIS
 AW4527  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4527
 AW4527                         *CURRENT SURVEY CONTROL
 AW4527  ___________________________________________________________________
 AW4527* NAD 83(1986)-  29 47 05.     (N)    095 33 29.     (W)     SCALED    
 AW4527* NAVD 88     -        26.29   (+/-2cm)      86.3    (feet)  VERTCON   
 AW4527  ___________________________________________________________________
 AW4527  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AW4527
 AW4527  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4527
 AW4527.The horizontal coordinates were scaled from a topographic map and have
 AW4527.an estimated accuracy of +/- 6 seconds.
 AW4527
 AW4527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4527.The vertical order pertains to the NGVD 29 superseded value.
 AW4527
 AW4527.The geoid height was determined by GEOID03.
 AW4527
 AW4527;                    North         East    Units  Estimated Accuracy
 AW4527;SPC TXSC     - 4,221,160.      932,730.      MT  (+/- 180 meters Scaled)
 AW4527
 AW4527                          SUPERSEDED SURVEY CONTROL
 AW4527
 AW4527  NGVD 29 (??/??/92)   26.288  (m)           86.25   (f) ADJ UNCH    1 2
 AW4527
 AW4527.Superseded values are not recommended for survey control.
 AW4527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4527.See file dsdata.txt to determine how the superseded data were derived.
 AW4527
 AW4527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN527976(NAD 83)
 AW4527_MARKER: DD = SURVEY DISK
 AW4527_SETTING: 0 = UNSPECIFIED SETTING
 AW4527_STAMPING: BL 189
 AW4527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4527
 AW4527  HISTORY     - Date     Condition        Report By
 AW4527  HISTORY     - UNK      MONUMENTED       USE
 AW4527  HISTORY     - 1943     GOOD             NGS
 AW4527  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW4527
 AW4527                          STATION DESCRIPTION
 AW4527
 AW4527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4527'12.35 MI W FROM HOUSTON.
 AW4527'TO REACH FROM THE COURT HOUSE AT HOUSTON-- PROCEED 12.35 MILES
 AW4527'WESTERLY ALONG U. S. HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK
 AW4527'IS ABOUT 0.4 MILE WEST OF MILEPOST 1072, AND 43.7 FEET NORTH OF AND
 AW4527'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY.  IT IS 43.0
 AW4527'FEET SOUTH OF AND ABOUT 1.5 FEET BELOW THE SOUTH RAIL OF TRACK, 4.0
 AW4527'FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 3.8 FEET WEST OF A 4X4-INCH
 AW4527'WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AW4527
 AW4527                          STATION RECOVERY (2004)
 AW4527
 AW4527'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6918 ***********************************************************************
 AW6918  DESIGNATION -  BL 196 USE 1952
 AW6918  PID         -  AW6918
 AW6918  STATE/COUNTY-  TX/HARRIS
 AW6918  USGS QUAD   -  ADDICKS (1995)
 AW6918
 AW6918                         *CURRENT SURVEY CONTROL
 AW6918  ___________________________________________________________________
 AW6918* NAD 83(1993)-  29 47 07.64384(N)    095 42 52.72786(W)     ADJUSTED  
 AW6918* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 AW6918  ___________________________________________________________________
 AW6918  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW6918  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW6918
 AW6918  HORZ ORDER  -  SECOND
 AW6918
 AW6918.The horizontal coordinates were established by classical geodetic methods
 AW6918.and adjusted by the National Geodetic Survey in February 1996..
 AW6918
 AW6918.The orthometric height was scaled from a topographic map.
 AW6918
 AW6918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6918
 AW6918.The geoid height was determined by GEOID03.
 AW6918
 AW6918;                    North         East     Units Scale Factor Converg.
 AW6918;SPC TXSC     - 4,220,810.065   917,595.723   MT  0.99989406   +1 36 34.3
 AW6918;SPC TXSC     -13,847,774.35  3,010,478.63   sFT  0.99989406   +1 36 34.3
 AW6918;UTM  15      - 3,298,102.363   237,567.183   MT  1.00044983   -1 20 57.4
 AW6918
 AW6918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6918!SPC TXSC     -   0.99999868  x   0.99989406  =   0.99989274
 AW6918!UTM  15      -   0.99999868  x   1.00044983  =   1.00044851
 AW6918
 AW6918                          SUPERSEDED SURVEY CONTROL
 AW6918
 AW6918  NAD 83(1986)-  29 47 07.65856(N)    095 42 52.70992(W) AD(       ) 2
 AW6918  NAD 27      -  29 47 06.83324(N)    095 42 51.89856(W) AD(       ) 2
 AW6918
 AW6918.Superseded values are not recommended for survey control.
 AW6918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6918.See file dsdata.txt to determine how the superseded data were derived.
 AW6918
 AW6918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3756798102(NAD 83)
 AW6918_MARKER: DD = SURVEY DISK
 AW6918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6918+STABILITY: SURFACE MOTION
 AW6918
 AW6918  HISTORY     - Date     Condition        Report By
 AW6918  HISTORY     - 1952     MONUMENTED       USE
 AW6918  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW6918  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW6918
 AW6918                          STATION DESCRIPTION
 AW6918
 AW6918'DESCRIBED BY US ENGINEERS 1952
 AW6918'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 90,
 AW6918'ABOUT 6.0 MILES EAST OF KATY, 4.5 MILES WEST OF ADDICKS AND
 AW6918'1.75 MILES WEST OF BARKER.
 AW6918'
 AW6918'A U.S. ENGINEER DEPARTMENT MARK WAS USED FOR REFERENCE MARK
 AW6918'NO. 1.  IT IS A STANDARD U.S. ENGINEER DEPARTMENT MARK DISK
 AW6918'SET IN THE TOP OF A 6 INCH CONCRETE POST WHICH WAS FORMED
 AW6918'BY A STOVE PIPE.  IT IS STAMPED BL 196 AND PROJECTS 6 INCHES.
 AW6918
 AW6918                          STATION RECOVERY (1995)
 AW6918
 AW6918'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6918'MARK NOT FOUND.
 AW6918
 AW6918                          STATION RECOVERY (2004)
 AW6918
 AW6918'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4494 ***********************************************************************
 AW4494  DESIGNATION -  BL 197 USE
 AW4494  PID         -  AW4494
 AW4494  STATE/COUNTY-  TX/HARRIS
 AW4494  USGS QUAD   -  ADDICKS (1995)
 AW4494
 AW4494                         *CURRENT SURVEY CONTROL
 AW4494  ___________________________________________________________________
 AW4494* NAD 83(1986)-  29 47 07.     (N)    095 43 25.     (W)     SCALED    
 AW4494* NAVD 88     -        36.55   (+/-2cm)     119.9    (feet)  VERTCON   
 AW4494  ___________________________________________________________________
 AW4494  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW4494
 AW4494  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4494
 AW4494.The horizontal coordinates were scaled from a topographic map and have
 AW4494.an estimated accuracy of +/- 6 seconds.
 AW4494
 AW4494.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4494.The vertical order pertains to the NGVD 29 superseded value.
 AW4494
 AW4494.The geoid height was determined by GEOID03.
 AW4494
 AW4494;                    North         East    Units  Estimated Accuracy
 AW4494;SPC TXSC     - 4,220,770.      916,730.      MT  (+/- 180 meters Scaled)
 AW4494
 AW4494                          SUPERSEDED SURVEY CONTROL
 AW4494
 AW4494  NGVD 29 (??/??/92)   36.538  (m)          119.88   (f) ADJ UNCH    1 2
 AW4494
 AW4494.Superseded values are not recommended for survey control.
 AW4494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4494.See file dsdata.txt to determine how the superseded data were derived.
 AW4494
 AW4494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN367981(NAD 83)
 AW4494_MARKER: DD = SURVEY DISK
 AW4494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4494_STAMPING: B L 197
 AW4494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4494+STABILITY: SURFACE MOTION
 AW4494
 AW4494  HISTORY     - Date     Condition        Report By
 AW4494  HISTORY     - UNK      MONUMENTED       USE
 AW4494  HISTORY     - 1959     GOOD             NGS
 AW4494  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW4494
 AW4494                          STATION DESCRIPTION
 AW4494
 AW4494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW4494'6.0 MI E FROM KATY.
 AW4494'ABOUT 6.0 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4494'STATION AT KATY, ABOUT 0.3 MILE EAST OF A TWO STORIED HOUSE, 137 YARDS
 AW4494'WEST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 125 FEET SOUTH OF
 AW4494'THE SOUTH RAIL, 42 FEET SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 90,
 AW4494'62 FEET WEST OF A POWER POLE, 1.4 FEET NORTH OF A FENCE, 0.8 FOOT
 AW4494'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN
 AW4494'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW4494
 AW4494                          STATION RECOVERY (2004)
 AW4494
 AW4494'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0018 ***********************************************************************
 AW0018  DESIGNATION -  BL 20 USE
 AW0018  PID         -  AW0018
 AW0018  STATE/COUNTY-  TX/BRAZORIA
 AW0018  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0018
 AW0018                         *CURRENT SURVEY CONTROL
 AW0018  ___________________________________________________________________
 AW0018* NAD 83(1986)-  29 14 02.     (N)    095 14 17.     (W)     SCALED    
 AW0018* NAVD 88     -         3.56   (+/-2cm)      11.7    (feet)  VERTCON   
 AW0018  ___________________________________________________________________
 AW0018  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW0018
 AW0018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0018
 AW0018.The horizontal coordinates were scaled from a topographic map and have
 AW0018.an estimated accuracy of +/- 6 seconds.
 AW0018
 AW0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0018.The vertical order pertains to the NGVD 29 superseded value.
 AW0018
 AW0018.The geoid height was determined by GEOID03.
 AW0018
 AW0018;                    North         East    Units  Estimated Accuracy
 AW0018;SPC TXSC     - 4,161,100.      965,620.      MT  (+/- 180 meters Scaled)
 AW0018
 AW0018                          SUPERSEDED SURVEY CONTROL
 AW0018
 AW0018  NGVD 29 (??/??/92)    3.56   (m)           11.7    (f) COMPUTED    2 0
 AW0018
 AW0018.Superseded values are not recommended for survey control.
 AW0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0018.See file dsdata.txt to determine how the superseded data were derived.
 AW0018
 AW0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN824359(NAD 83)
 AW0018_MARKER: DD = SURVEY DISK
 AW0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0018_STAMPING: BL 20
 AW0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0018+STABILITY: SURFACE MOTION
 AW0018
 AW0018  HISTORY     - Date     Condition        Report By
 AW0018  HISTORY     - UNK      MONUMENTED       USE
 AW0018  HISTORY     - 1942     GOOD             NGS
 AW0018  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW0018  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0018  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0018
 AW0018                          STATION DESCRIPTION
 AW0018
 AW0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW0018'5.7 MI SE FROM LIVERPOOL.
 AW0018'5.7 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AW0018'LIVERPOOL, 0.1 MILE SOUTHEAST OF A SMALL HOUSE, ON THE INSIDE OF A
 AW0018'CURVE IN THE ROAD, AT THE NORTH END OF A LONG TANGENT, 32 FEET WEST OF
 AW0018'THE CENTERLINE OF THE ROAD, 7 FEET WEST OF A FENCE CORNER, 3 FEET
 AW0018'SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A
 AW0018'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED BL 20 AND SET IN
 AW0018'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 AW0018
 AW0018                          STATION RECOVERY (1963)
 AW0018
 AW0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW0018'MARK NOT FOUND.
 AW0018
 AW0018                          STATION RECOVERY (1978)
 AW0018
 AW0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0018'NOT RECOVERED THIS DATE.
 AW0018
 AW0018                          STATION RECOVERY (2004)
 AW0018
 AW0018'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0260 ***********************************************************************
 AW0260  DESIGNATION -  BL 202
 AW0260  PID         -  AW0260
 AW0260  STATE/COUNTY-  TX/HARRIS
 AW0260  USGS QUAD   -  KATY (1980)
 AW0260
 AW0260                         *CURRENT SURVEY CONTROL
 AW0260  ___________________________________________________________________
 AW0260* NAD 83(1986)-  29 47 09.     (N)    095 45 59.     (W)     SCALED    
 AW0260* NAVD 88     -        40.548  (meters)     133.03   (feet)  ADJUSTED  
 AW0260  ___________________________________________________________________
 AW0260  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0260  DYNAMIC HT  -          40.492 (meters)     132.85  (feet)  COMP
 AW0260  MODELED GRAV-     979,275.9   (mgal)                       NAVD 88
 AW0260  OBS GRAVITY -     979,277.0   (mgal)                       GRAV_OBS
 AW0260
 AW0260  VERT ORDER  -  FIRST     CLASS I
 AW0260
 AW0260.The horizontal coordinates were scaled from a topographic map and have
 AW0260.an estimated accuracy of +/- 6 seconds.
 AW0260
 AW0260.The orthometric height was determined by differential leveling
 AW0260.and adjusted by the National Geodetic Survey in June 1991..
 AW0260
 AW0260.The geoid height was determined by GEOID03.
 AW0260
 AW0260.The dynamic height is computed by dividing the NAVD 88
 AW0260.geopotential number by the normal gravity value computed on the
 AW0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0260.degrees latitude (g = 980.6199 gals.).
 AW0260
 AW0260.The modeled gravity was interpolated from observed gravity values.
 AW0260.The observed gravity was obtained from relative gravimeter ties
 AW0260.to the IGSN71 gravity network.
 AW0260
 AW0260;                    North         East    Units  Estimated Accuracy
 AW0260;SPC TXSC     - 4,220,710.      912,590.      MT  (+/- 180 meters Scaled)
 AW0260
 AW0260                          SUPERSEDED SURVEY CONTROL
 AW0260
 AW0260  NGVD 29 (12/23/87)   40.537  (m)          133.00   (f) ADJUSTED    1 1
 AW0260
 AW0260.Superseded values are not recommended for survey control.
 AW0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0260.See file dsdata.txt to determine how the superseded data were derived.
 AW0260
 AW0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN325982(NAD 83)
 AW0260_MARKER: DD = SURVEY DISK
 AW0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0260_SP_SET: CONCRETE POST
 AW0260_STAMPING: BL 202
 AW0260_MARK LOGO: USE   
 AW0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0260+STABILITY: SURFACE MOTION
 AW0260
 AW0260  HISTORY     - Date     Condition        Report By
 AW0260  HISTORY     - UNK      MONUMENTED       USE
 AW0260  HISTORY     - 1973     GOOD             NGS
 AW0260  HISTORY     - 1976     GOOD             NGS
 AW0260  HISTORY     - 1976     GOOD             NGS
 AW0260  HISTORY     - 1978     GOOD             NGS
 AW0260  HISTORY     - 1986     GOOD             NGS
 AW0260
 AW0260                          STATION DESCRIPTION
 AW0260
 AW0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0260'3.2 MI E FROM KATY.
 AW0260'ABOUT 3.2 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0260'STATION AT KATY, ABOUT 3 POLES EAST OF MILE POST 1059, 43 FEET SOUTH
 AW0260'OF THE SOUTH RAIL, 41 FEET NORTH OF THE CENTER LINE OF OLD US HIGHWAY
 AW0260'90 (ACCESS ROAD), 118.3 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD
 AW0260'LEADING NORTH, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND IS A
 AW0260'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0260
 AW0260                          STATION RECOVERY (1976)
 AW0260
 AW0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0260'RECOVERED IN GOOD CONDITION.
 AW0260
 AW0260                          STATION RECOVERY (1976)
 AW0260
 AW0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0260'RECOVERED IN GOOD CONDITION.
 AW0260
 AW0260                          STATION RECOVERY (1978)
 AW0260
 AW0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0260'RECOVERED IN GOOD CONDITION.
 AW0260
 AW0260                          STATION RECOVERY (1986)
 AW0260
 AW0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0260'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.2 KM (3.2
 AW0260'MI) EASTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD FROM ITS
 AW0260'JUNCTION WITH AVENUE A IN KATY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4482 ***********************************************************************
 AW4482  DESIGNATION -  BL 206 USE
 AW4482  PID         -  AW4482
 AW4482  STATE/COUNTY-  TX/HARRIS
 AW4482  USGS QUAD   -  KATY (1980)
 AW4482
 AW4482                         *CURRENT SURVEY CONTROL
 AW4482  ___________________________________________________________________
 AW4482* NAD 83(1986)-  29 47 09.     (N)    095 49 00.     (W)     SCALED    
 AW4482* NAVD 88     -        43.24   (+/-2cm)     141.9    (feet)  VERTCON   
 AW4482  ___________________________________________________________________
 AW4482  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW4482
 AW4482  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4482
 AW4482.The horizontal coordinates were scaled from a topographic map and have
 AW4482.an estimated accuracy of +/- 6 seconds.
 AW4482
 AW4482.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4482.The vertical order pertains to the NGVD 29 superseded value.
 AW4482
 AW4482.The geoid height was determined by GEOID03.
 AW4482
 AW4482;                    North         East    Units  Estimated Accuracy
 AW4482;SPC TXSC     - 4,220,580.      907,740.      MT  (+/- 180 meters Scaled)
 AW4482
 AW4482                          SUPERSEDED SURVEY CONTROL
 AW4482
 AW4482  NGVD 29 (??/??/92)   43.229  (m)          141.83   (f) ADJ UNCH    1 2
 AW4482
 AW4482.Superseded values are not recommended for survey control.
 AW4482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4482.See file dsdata.txt to determine how the superseded data were derived.
 AW4482
 AW4482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN277983(NAD 83)
 AW4482_MARKER: DD = SURVEY DISK
 AW4482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4482_STAMPING: B L 206
 AW4482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4482+STABILITY: SURFACE MOTION
 AW4482
 AW4482  HISTORY     - Date     Condition        Report By
 AW4482  HISTORY     - UNK      MONUMENTED       USE
 AW4482  HISTORY     - 1954     GOOD             NGS
 AW4482  HISTORY     - 1963     POOR             TXHD
 AW4482  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AW4482
 AW4482                          STATION DESCRIPTION
 AW4482
 AW4482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4482'0.25 MI E FROM KATY.
 AW4482'0.25 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE MISSOURI, KANSAS AND
 AW4482'TEXAS RAILROAD OF TEXAS STATION AT KATY, 2 POLES EAST OF MILEPOST
 AW4482'1056, 43.6 FEET SOUTH OF THE SOUTH RAIL OF THE MISSOURI, KANSAS AND
 AW4482'TEXAS RAILROAD OF TEXAS, 38 FEET NORTH OF THE CENTER LINE OF THE
 AW4482'HIGHWAY, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AW4482'POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- STAMPING IS PARTIALLY
 AW4482'EFFACED BY WHAT APPEARS TO BE ABRASION BY A MOTOR GRADER.
 AW4482
 AW4482                          STATION RECOVERY (1963)
 AW4482
 AW4482'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1963
 AW4482'MARK RECOVERED IN POOR CONDITION.
 AW4482
 AW4482                          STATION RECOVERY (2004)
 AW4482
 AW4482'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2172 ***********************************************************************
 AW2172  HT_MOD      -  This is a Height Modernization Survey Station.
 AW2172  DESIGNATION -  BL 209
 AW2172  PID         -  AW2172
 AW2172  STATE/COUNTY-  TX/HARRIS
 AW2172  USGS QUAD   -  KATY (1980)
 AW2172
 AW2172                         *CURRENT SURVEY CONTROL
 AW2172  ___________________________________________________________________
 AW2172* NAD 83(1993)-  29 48 28.24606(N)    095 49 30.52296(W)     ADJUSTED  
 AW2172* NAVD 88     -        45.09   (meters)     147.9    (feet)  GPS OBS   
 AW2172  ___________________________________________________________________
 AW2172  X           -    -562,158.179 (meters)                     COMP
 AW2172  Y           -  -5,510,289.839 (meters)                     COMP
 AW2172  Z           -   3,151,917.989 (meters)                     COMP
 AW2172  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AW2172  ELLIP HEIGHT-          17.66  (meters)          (10/25/00) GPS OBS
 AW2172  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AW2172  DYNAMIC HT  -          45.03  (meters)     147.7   (feet)  COMP
 AW2172  MODELED GRAV-     979,275.6   (mgal)                       NAVD 88
 AW2172
 AW2172  HORZ ORDER  -  FIRST
 AW2172  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2172  ELLP ORDER  -  FOURTH    CLASS I
 AW2172
 AW2172.The horizontal coordinates were established by GPS observations
 AW2172.and adjusted by the National Geodetic Survey in October 1996..
 AW2172
 AW2172.The orthometric height was determined by GPS observations and a
 AW2172.high-resolution geoid model using precise GPS observation and
 AW2172.processing techniques. It supersedes the leveled height previously
 AW2172.determined for this station.
 AW2172.The vertical order pertains to the first NAVD 88 superseded value.
 AW2172
 AW2172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2172
 AW2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2172
 AW2172.The ellipsoidal height was determined by GPS observations
 AW2172.and is referenced to NAD 83.
 AW2172
 AW2172.The geoid height was determined by GEOID03.
 AW2172
 AW2172.The dynamic height is computed by dividing the NAVD 88
 AW2172.geopotential number by the normal gravity value computed on the
 AW2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2172.degrees latitude (g = 980.6199 gals.).
 AW2172
 AW2172.The modeled gravity was interpolated from observed gravity values.
 AW2172
 AW2172;                    North         East     Units Scale Factor Converg.
 AW2172;SPC TXSC     - 4,222,995.718   906,849.110   MT  0.99989720   +1 33 19.4
 AW2172;SPC TXSC     -13,854,945.12  2,975,220.79   sFT  0.99989720   +1 33 19.4
 AW2172;UTM  15      - 3,300,841.602   226,941.502   MT  1.00052005   -1 24 18.8
 AW2172
 AW2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2172!SPC TXSC     -   0.99999723  x   0.99989720  =   0.99989443
 AW2172!UTM  15      -   0.99999723  x   1.00052005  =   1.00051728
 AW2172
 AW2172                          SUPERSEDED SURVEY CONTROL
 AW2172
 AW2172  ELLIP H (10/17/96)   17.77   (m)                       GP(       ) 3 1
 AW2172  NAVD 88 (06/15/91)   45.109  (m)          148.00   (f) ADJUSTED    1 2
 AW2172  NGVD 29 (12/23/87)   45.097  (m)          147.96   (f) ADJUSTED    1 2
 AW2172
 AW2172.Superseded values are not recommended for survey control.
 AW2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2172.See file dsdata.txt to determine how the superseded data were derived.
 AW2172
 AW2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2694200842(NAD 83)
 AW2172_MARKER: DD = SURVEY DISK
 AW2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2172_SP_SET: CONCRETE POST
 AW2172_STAMPING: BL 209
 AW2172_MARK LOGO: USE   
 AW2172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2172+STABILITY: SURFACE MOTION
 AW2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2172+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW2172
 AW2172  HISTORY     - Date     Condition        Report By
 AW2172  HISTORY     - UNK      MONUMENTED       USE
 AW2172  HISTORY     - 1973     GOOD             NGS
 AW2172  HISTORY     - 1978     GOOD             NGS
 AW2172  HISTORY     - 1986     GOOD             NGS
 AW2172  HISTORY     - 1987     GOOD             USPSQD
 AW2172  HISTORY     - 1987     GOOD             USPSQD
 AW2172  HISTORY     - 19950327 GOOD             HGCSD
 AW2172  HISTORY     - 20041013 GOOD             USPSQD
 AW2172  HISTORY     - 20051026 GOOD             USPSQD
 AW2172
 AW2172                          STATION DESCRIPTION
 AW2172
 AW2172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2172'1.5 MI N FROM KATY.
 AW2172'ABOUT 1.5 MILES NORTH ALONG KATY-HOCKLEY RD. FROM THE JUNCTION OF US
 AW2172'HIGHWAY 90 AND AVENUE D, 30.3 FEET WEST OF THE CENTER LINE OF
 AW2172'KATY-HOCKLEY RD., 20.8 FEET NORTH OF TELEPHONE POLE NO. 1-50, 2.4 FEET
 AW2172'WEST OF A FENCE, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 AW2172'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 AW2172'FOOT.
 AW2172
 AW2172                          STATION RECOVERY (1978)
 AW2172
 AW2172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2172'RECOVERED IN GOOD CONDITION.
 AW2172
 AW2172                          STATION RECOVERY (1986)
 AW2172
 AW2172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2172'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2172'0.9 METER (3.0 FT) WEST OF THE WEST CURB OF THE ROAD.
 AW2172
 AW2172                          STATION RECOVERY (1987)
 AW2172
 AW2172'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2172'RECOVERED IN GOOD CONDITION.
 AW2172
 AW2172                          STATION RECOVERY (1987)
 AW2172
 AW2172'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2172'RECOVERED IN GOOD CONDITION.
 AW2172
 AW2172                          STATION RECOVERY (1995)
 AW2172
 AW2172'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW2172'RECOVERED AS DESCRIBED.
 AW2172
 AW2172                          STATION RECOVERY (2004)
 AW2172
 AW2172'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2172'RECOVERED IN GOOD CONDITION.
 AW2172
 AW2172                          STATION RECOVERY (2005)
 AW2172
 AW2172'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW2172'THE OLD DESCRIPTION IS STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2173 ***********************************************************************
 AW2173  DESIGNATION -  BL 211
 AW2173  PID         -  AW2173
 AW2173  STATE/COUNTY-  TX/HARRIS
 AW2173  USGS QUAD   -  KATY (1980)
 AW2173
 AW2173                         *CURRENT SURVEY CONTROL
 AW2173  ___________________________________________________________________
 AW2173* NAD 83(1986)-  29 49 28.     (N)    095 49 25.     (W)     SCALED    
 AW2173* NAVD 88     -        46.821  (meters)     153.61   (feet)  ADJUSTED  
 AW2173  ___________________________________________________________________
 AW2173  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AW2173  DYNAMIC HT  -          46.757 (meters)     153.40  (feet)  COMP
 AW2173  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 AW2173
 AW2173  VERT ORDER  -  FIRST     CLASS II
 AW2173
 AW2173.The horizontal coordinates were scaled from a topographic map and have
 AW2173.an estimated accuracy of +/- 6 seconds.
 AW2173
 AW2173.The orthometric height was determined by differential leveling
 AW2173.and adjusted by the National Geodetic Survey in June 1991..
 AW2173
 AW2173.The geoid height was determined by GEOID03.
 AW2173
 AW2173.The dynamic height is computed by dividing the NAVD 88
 AW2173.geopotential number by the normal gravity value computed on the
 AW2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2173.degrees latitude (g = 980.6199 gals.).
 AW2173
 AW2173.The modeled gravity was interpolated from observed gravity values.
 AW2173
 AW2173;                    North         East    Units  Estimated Accuracy
 AW2173;SPC TXSC     - 4,224,840.      906,950.      MT  (+/- 180 meters Scaled)
 AW2173
 AW2173                          SUPERSEDED SURVEY CONTROL
 AW2173
 AW2173  NGVD 29 (12/23/87)   46.810  (m)          153.58   (f) ADJUSTED    1 2
 AW2173
 AW2173.Superseded values are not recommended for survey control.
 AW2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2173.See file dsdata.txt to determine how the superseded data were derived.
 AW2173
 AW2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP271026(NAD 83)
 AW2173_MARKER: DD = SURVEY DISK
 AW2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2173_SP_SET: CONCRETE POST
 AW2173_STAMPING: BL 211
 AW2173_MARK LOGO: USE   
 AW2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2173+STABILITY: SURFACE MOTION
 AW2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2173+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW2173
 AW2173  HISTORY     - Date     Condition        Report By
 AW2173  HISTORY     - UNK      MONUMENTED       USE
 AW2173  HISTORY     - 1973     GOOD             NGS
 AW2173  HISTORY     - 1978     GOOD             NGS
 AW2173  HISTORY     - 1986     GOOD             NGS
 AW2173  HISTORY     - 1987     GOOD             USPSQD
 AW2173  HISTORY     - 1987     GOOD             USPSQD
 AW2173  HISTORY     - 19991130 GOOD             NGS
 AW2173  HISTORY     - 20041013 GOOD             USPSQD
 AW2173  HISTORY     - 20051026 GOOD             USPSQD
 AW2173
 AW2173                          STATION DESCRIPTION
 AW2173
 AW2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2173'2.65 MI N FROM KATY.
 AW2173'ABOUT 2.65 MILES NORTH ALONG KATY-HOCKLEY RD. FROM THE JUNCTION OF US
 AW2173'HIGHWAY 90 AND AVENUE D, SET ON THE WEST SIDE OF A SMALL PASTURE, 31
 AW2173'FEET EAST OF THE CENTER LINE OF KATY-HOCKLEY RD., 2 FEET SOUTHEAST OF
 AW2173'A POWER POLE SUPPORTING A TRANSFORMER, 0.6 FOOT EAST OF A WOODEN
 AW2173'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AW2173'POST PROJECTING 0.4 FOOT.
 AW2173
 AW2173                          STATION RECOVERY (1978)
 AW2173
 AW2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2173'RECOVERED IN GOOD CONDITION.
 AW2173
 AW2173                          STATION RECOVERY (1986)
 AW2173
 AW2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2173'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2173'45.7 METERS (150 FT) NORTH OF THE CENTER OF THE ENTRANCE ROAD AT 4522
 AW2173'KATY-HOCKLEY ROAD, AND 1.5 METERS (5.0 FT) SOUTH-SOUTHEAST OF A POWER
 AW2173'POLE WITH A TRANSFORMER.
 AW2173'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW2173
 AW2173                          STATION RECOVERY (1987)
 AW2173
 AW2173'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2173'RECOVERED IN GOOD CONDITION.
 AW2173
 AW2173                          STATION RECOVERY (1987)
 AW2173
 AW2173'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2173'RECOVERED IN GOOD CONDITION.
 AW2173
 AW2173                          STATION RECOVERY (1999)
 AW2173
 AW2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (BES)
 AW2173'IT WAS REPORTED BY WARD KELSEY, PLS, THAT HE FOUND THE MARK 40.5 METER
 AW2173'(133 FT) NORTH OF THE CENTERLINE OF A DRIVEWAY TO 3506 KATY HOCKLEY
 AW2173'ROAD.  THE AREA IS NO LONGER A PASTURE, BUT IS THE FRONT OF A
 AW2173'RESIDENCE.  IT IS ONE FOOT EAST OF A WROUGHT IRON FENCE.  THE FIVE
 AW2173'FOOT TIE TO THE TRANSFORMER POLE IS ABOUT RIGHT, BUT THE WITNESS POST
 AW2173'IS NOT THERE.
 AW2173
 AW2173                          STATION RECOVERY (2004)
 AW2173
 AW2173'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2173'RECOVERED IN GOOD CONDITION.
 AW2173
 AW2173                          STATION RECOVERY (2005)
 AW2173
 AW2173'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW2173'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2174 ***********************************************************************
 AW2174  DESIGNATION -  BL 213
 AW2174  PID         -  AW2174
 AW2174  STATE/COUNTY-  TX/HARRIS
 AW2174  USGS QUAD   -  KATY (1980)
 AW2174
 AW2174                         *CURRENT SURVEY CONTROL
 AW2174  ___________________________________________________________________
 AW2174* NAD 83(1986)-  29 50 19.     (N)    095 49 25.     (W)     SCALED    
 AW2174* NAVD 88     -        47.485  (meters)     155.79   (feet)  ADJUSTED  
 AW2174  ___________________________________________________________________
 AW2174  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW2174  DYNAMIC HT  -          47.420 (meters)     155.58  (feet)  COMP
 AW2174  MODELED GRAV-     979,276.8   (mgal)                       NAVD 88
 AW2174
 AW2174  VERT ORDER  -  FIRST     CLASS II
 AW2174
 AW2174.The horizontal coordinates were scaled from a topographic map and have
 AW2174.an estimated accuracy of +/- 6 seconds.
 AW2174
 AW2174.The orthometric height was determined by differential leveling
 AW2174.and adjusted by the National Geodetic Survey in June 1991..
 AW2174
 AW2174.The geoid height was determined by GEOID03.
 AW2174
 AW2174.The dynamic height is computed by dividing the NAVD 88
 AW2174.geopotential number by the normal gravity value computed on the
 AW2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2174.degrees latitude (g = 980.6199 gals.).
 AW2174
 AW2174.The modeled gravity was interpolated from observed gravity values.
 AW2174
 AW2174;                    North         East    Units  Estimated Accuracy
 AW2174;SPC TXSC     - 4,226,410.      906,910.      MT  (+/- 180 meters Scaled)
 AW2174
 AW2174                          SUPERSEDED SURVEY CONTROL
 AW2174
 AW2174  NGVD 29 (12/23/87)   47.474  (m)          155.75   (f) ADJUSTED    1 2
 AW2174
 AW2174.Superseded values are not recommended for survey control.
 AW2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2174.See file dsdata.txt to determine how the superseded data were derived.
 AW2174
 AW2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP271042(NAD 83)
 AW2174_MARKER: DD = SURVEY DISK
 AW2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2174_SP_SET: CONCRETE POST
 AW2174_STAMPING: BL 213
 AW2174_MARK LOGO: USE   
 AW2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2174+STABILITY: SURFACE MOTION
 AW2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2174+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW2174
 AW2174  HISTORY     - Date     Condition        Report By
 AW2174  HISTORY     - UNK      MONUMENTED       USE
 AW2174  HISTORY     - 1973     GOOD             NGS
 AW2174  HISTORY     - 1978     GOOD             NGS
 AW2174  HISTORY     - 1986     GOOD             NGS
 AW2174  HISTORY     - 1987     GOOD             USPSQD
 AW2174  HISTORY     - 1987     GOOD             USPSQD
 AW2174  HISTORY     - 20041013 GOOD             USPSQD
 AW2174  HISTORY     - 20051026 GOOD             USPSQD
 AW2174
 AW2174                          STATION DESCRIPTION
 AW2174
 AW2174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2174'3.6 MI N FROM KATY.
 AW2174'ABOUT 3.6 MILES NORTH ALONG KATY-HOCKLEY RD. FROM THE JUNCTION OF US
 AW2174'HIGHWAY 90 AND AVENUE D, IN A SMALL CORRAL, 51.8 FEET NORTH OF A FENCE
 AW2174'CORNER POST, 1 FOOT EAST OF A FENCE, 15 FEET NORTH OF A POWER POLE, 1
 AW2174'1/2 FEET EAST OF A METAL WITNESS POST, ABOVE LEVEL WITH THE ROAD, AND
 AW2174'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
 AW2174
 AW2174                          STATION RECOVERY (1978)
 AW2174
 AW2174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2174'RECOVERED IN GOOD CONDITION.
 AW2174
 AW2174                          STATION RECOVERY (1986)
 AW2174
 AW2174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2174'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2174'0.08 KM (0.05 MI) SOUTH OF A FARM ENTRANCE ROAD EAST.
 AW2174'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW2174
 AW2174                          STATION RECOVERY (1987)
 AW2174
 AW2174'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2174'RECOVERED IN GOOD CONDITION.
 AW2174
 AW2174                          STATION RECOVERY (1987)
 AW2174
 AW2174'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2174'RECOVERED IN GOOD CONDITION.
 AW2174
 AW2174                          STATION RECOVERY (2004)
 AW2174
 AW2174'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2174'RECOVERED IN GOOD CONDITION.
 AW2174
 AW2174                          STATION RECOVERY (2005)
 AW2174
 AW2174'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW2174'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2207 ***********************************************************************
 AW2207  DESIGNATION -  BL 214 USE
 AW2207  PID         -  AW2207
 AW2207  STATE/COUNTY-  TX/HARRIS
 AW2207  USGS QUAD   -  KATY (1980)
 AW2207
 AW2207                         *CURRENT SURVEY CONTROL
 AW2207  ___________________________________________________________________
 AW2207* NAD 83(1986)-  29 50 45.     (N)    095 49 21.     (W)     SCALED    
 AW2207* NAVD 88     -        48.98   (+/-2cm)     160.7    (feet)  VERTCON   
 AW2207  ___________________________________________________________________
 AW2207  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW2207
 AW2207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2207
 AW2207.The horizontal coordinates were scaled from a topographic map and have
 AW2207.an estimated accuracy of +/- 6 seconds.
 AW2207
 AW2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2207.The vertical order pertains to the NGVD 29 superseded value.
 AW2207
 AW2207.The geoid height was determined by GEOID03.
 AW2207
 AW2207;                    North         East    Units  Estimated Accuracy
 AW2207;SPC TXSC     - 4,227,210.      906,990.      MT  (+/- 180 meters Scaled)
 AW2207
 AW2207                          SUPERSEDED SURVEY CONTROL
 AW2207
 AW2207  NGVD 29 (??/??/92)   48.967  (m)          160.65   (f) ADJ UNCH    2 0
 AW2207
 AW2207.Superseded values are not recommended for survey control.
 AW2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2207.See file dsdata.txt to determine how the superseded data were derived.
 AW2207
 AW2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP273050(NAD 83)
 AW2207_MARKER: DD = SURVEY DISK
 AW2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2207_STAMPING: BL 214
 AW2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2207+STABILITY: SURFACE MOTION
 AW2207
 AW2207  HISTORY     - Date     Condition        Report By
 AW2207  HISTORY     - UNK      MONUMENTED       USE
 AW2207  HISTORY     - 1973     GOOD             NGS
 AW2207  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2207  HISTORY     - 1987     GOOD             USPSQD
 AW2207  HISTORY     - 1987     POOR             USPSQD
 AW2207  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AW2207
 AW2207                          STATION DESCRIPTION
 AW2207
 AW2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2207'4.1 MI N FROM KATY.
 AW2207'ABOUT 4.1 MILES NORTH ALONG KATY-HOCKLEY RD. FROM THE JUNCTION OF US
 AW2207'HIGHWAY 90 AND AVENUE D, AT THE INTERSECTION OF KATY-HOCKLEY RD. AND
 AW2207'STOCKDICK RD., 33 FEET EAST OF THE CENTER LINE OF KATY-HOCKLEY RD.,
 AW2207'33.8 FEET NORTH OF THE CENTER LINE OF STOCKDICK RD., 0.9 FOOT
 AW2207'NORTHEAST OF A FENCE CORNER POST, 1/2-FOOT BELOW THE LEVEL OF THE
 AW2207'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.3 FEET.
 AW2207
 AW2207                          STATION RECOVERY (1978)
 AW2207
 AW2207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2207'NOT RECOVERED.  NOTE=POST FOUND LEANING.
 AW2207
 AW2207                          STATION RECOVERY (1987)
 AW2207
 AW2207'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2207'RECOVERED IN GOOD CONDITION.
 AW2207
 AW2207                          STATION RECOVERY (1987)
 AW2207
 AW2207'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2207'MARK RECOVERED IN POOR CONDITION.
 AW2207
 AW2207                          STATION RECOVERY (2004)
 AW2207
 AW2207'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2175 ***********************************************************************
 AW2175  DESIGNATION -  BL 215
 AW2175  PID         -  AW2175
 AW2175  STATE/COUNTY-  TX/HARRIS
 AW2175  USGS QUAD   -  KATY (1980)
 AW2175
 AW2175                         *CURRENT SURVEY CONTROL
 AW2175  ___________________________________________________________________
 AW2175* NAD 83(1986)-  29 51 11.     (N)    095 49 25.     (W)     SCALED    
 AW2175* NAVD 88     -        48.492  (meters)     159.09   (feet)  ADJUSTED  
 AW2175  ___________________________________________________________________
 AW2175  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW2175  DYNAMIC HT  -          48.425 (meters)     158.87  (feet)  COMP
 AW2175  MODELED GRAV-     979,277.3   (mgal)                       NAVD 88
 AW2175
 AW2175  VERT ORDER  -  FIRST     CLASS II
 AW2175
 AW2175.The horizontal coordinates were scaled from a topographic map and have
 AW2175.an estimated accuracy of +/- 6 seconds.
 AW2175
 AW2175.The orthometric height was determined by differential leveling
 AW2175.and adjusted by the National Geodetic Survey in June 1991..
 AW2175
 AW2175.The geoid height was determined by GEOID03.
 AW2175
 AW2175.The dynamic height is computed by dividing the NAVD 88
 AW2175.geopotential number by the normal gravity value computed on the
 AW2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2175.degrees latitude (g = 980.6199 gals.).
 AW2175
 AW2175.The modeled gravity was interpolated from observed gravity values.
 AW2175
 AW2175;                    North         East    Units  Estimated Accuracy
 AW2175;SPC TXSC     - 4,228,010.      906,860.      MT  (+/- 180 meters Scaled)
 AW2175
 AW2175                          SUPERSEDED SURVEY CONTROL
 AW2175
 AW2175  NGVD 29 (12/23/87)   48.481  (m)          159.06   (f) ADJUSTED    1 2
 AW2175
 AW2175.Superseded values are not recommended for survey control.
 AW2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2175.See file dsdata.txt to determine how the superseded data were derived.
 AW2175
 AW2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP272058(NAD 83)
 AW2175_MARKER: DD = SURVEY DISK
 AW2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2175_SP_SET: CONCRETE POST
 AW2175_STAMPING: BL 215
 AW2175_MARK LOGO: USE   
 AW2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2175+STABILITY: SURFACE MOTION
 AW2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2175+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW2175
 AW2175  HISTORY     - Date     Condition        Report By
 AW2175  HISTORY     - UNK      MONUMENTED       USE
 AW2175  HISTORY     - 1973     GOOD             NGS
 AW2175  HISTORY     - 1978     GOOD             NGS
 AW2175  HISTORY     - 1986     GOOD             NGS
 AW2175  HISTORY     - 1987     GOOD             USPSQD
 AW2175  HISTORY     - 1987     GOOD             USPSQD
 AW2175  HISTORY     - 20041013 GOOD             USPSQD
 AW2175  HISTORY     - 20051026 GOOD             USPSQD
 AW2175
 AW2175                          STATION DESCRIPTION
 AW2175
 AW2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2175'4.6 MI N FROM KATY.
 AW2175'ABOUT 4.6 MILES NORTH ALONG KATY-HOCKLEY RD. FROM THE JUNCTION OF US
 AW2175'HIGHWAY 90 AND AVENUE D, AT THE SOUTHWEST CORNER OF THE YARD OF THE R.
 AW2175'M. HILL HOME, 35.2 FEET EAST OF THE CENTER LINE OF THE ROAD, 51 1/2
 AW2175'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM HOUSE, 9 FEET NORTH
 AW2175'OF THE CENTER LINE OF A PRIVATE DRIVE LEADING TO THE REAR OF THE
 AW2175'HOUSE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AW2175'POST FLUSH WITH THE GROUND.
 AW2175
 AW2175                          STATION RECOVERY (1978)
 AW2175
 AW2175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2175'RECOVERED IN GOOD CONDITION.
 AW2175
 AW2175                          STATION RECOVERY (1986)
 AW2175
 AW2175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2175'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2175'0.91 METERS (3.0 FT) NORTHEAST OF THE NORTH END OF AN IRON GATE FOR A
 AW2175'TRACK ROAD LEADING EAST TO A METAL FARM SHED, 10.4 METERS (34.0 FT)
 AW2175'NORTH-NORTHEAST OF POWER POLE 5510.
 AW2175'THE MARK IS 0.9 METERS  E FROM  A FENCE
 AW2175
 AW2175                          STATION RECOVERY (1987)
 AW2175
 AW2175'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2175'RECOVERED IN GOOD CONDITION.
 AW2175
 AW2175                          STATION RECOVERY (1987)
 AW2175
 AW2175'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2175'RECOVERED IN GOOD CONDITION.
 AW2175
 AW2175                          STATION RECOVERY (2004)
 AW2175
 AW2175'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2175'RECOVERED IN GOOD CONDITION.
 AW2175
 AW2175                          STATION RECOVERY (2005)
 AW2175
 AW2175'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW2175'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2208 ***********************************************************************
 AW2208  DESIGNATION -  BL 216 USE
 AW2208  PID         -  AW2208
 AW2208  STATE/COUNTY-  TX/HARRIS
 AW2208  USGS QUAD   -  KATY (1980)
 AW2208
 AW2208                         *CURRENT SURVEY CONTROL
 AW2208  ___________________________________________________________________
 AW2208* NAD 83(1986)-  29 51 37.     (N)    095 49 25.     (W)     SCALED    
 AW2208* NAVD 88     -        48.35   (+/-2cm)     158.6    (feet)  VERTCON   
 AW2208  ___________________________________________________________________
 AW2208  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW2208
 AW2208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2208
 AW2208.The horizontal coordinates were scaled from a topographic map and have
 AW2208.an estimated accuracy of +/- 6 seconds.
 AW2208
 AW2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2208.The vertical order pertains to the NGVD 29 superseded value.
 AW2208
 AW2208.The geoid height was determined by GEOID03.
 AW2208
 AW2208;                    North         East    Units  Estimated Accuracy
 AW2208;SPC TXSC     - 4,228,810.      906,840.      MT  (+/- 180 meters Scaled)
 AW2208
 AW2208                          SUPERSEDED SURVEY CONTROL
 AW2208
 AW2208  NGVD 29 (??/??/92)   48.343  (m)          158.61   (f) ADJ UNCH    2 0
 AW2208
 AW2208.Superseded values are not recommended for survey control.
 AW2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2208.See file dsdata.txt to determine how the superseded data were derived.
 AW2208
 AW2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP272066(NAD 83)
 AW2208_MARKER: DD = SURVEY DISK
 AW2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2208_STAMPING: BL 216
 AW2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2208+STABILITY: SURFACE MOTION
 AW2208
 AW2208  HISTORY     - Date     Condition        Report By
 AW2208  HISTORY     - UNK      MONUMENTED       USE
 AW2208  HISTORY     - 1973     GOOD             NGS
 AW2208  HISTORY     - 1978     POOR             NGS
 AW2208  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2208  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2208  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2208
 AW2208                          STATION DESCRIPTION
 AW2208
 AW2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2208'5.1 MI N FROM KATY.
 AW2208'ABOUT 5.1 MILES NORTH ALONG KATY-HOCKLEY RD. FROM THE JUNCTION OF US
 AW2208'HIGHWAY 90 AND AVENUE D, AT THE INTERSECTION OF KATY-HOCKLEY RD. AND
 AW2208'BECKENDORFF RD., 36 FEET NORTH OF THE CENTER LINE OF BECKENDORFF RD.,
 AW2208'32 FEET EAST OF THE CENTER LINE OF KATY-HOCKLEY RD., 5.3 FEET
 AW2208'NORTHEAST OF A POWER POLE, 40.8 FEET SOUTH OF AN UNDERGROUND CABLE
 AW2208'MARKER POST, 1/2-FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 AW2208'OF A CONCRETE POST PROJECTING 1 FOOT.
 AW2208
 AW2208                          STATION RECOVERY (1978)
 AW2208
 AW2208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2208'RECOVERED, BUT NOT USABLE.  MARK IS NOT GOOD, POST IS NOT SOLID AND
 AW2208'ABOUT TO FALL INTO DRAINAGE DITCH, OMITTED FROM LEVELS.
 AW2208
 AW2208                          STATION RECOVERY (1987)
 AW2208
 AW2208'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2208'MARK NOT FOUND.
 AW2208
 AW2208                          STATION RECOVERY (1987)
 AW2208
 AW2208'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2208'MARK NOT FOUND.
 AW2208
 AW2208                          STATION RECOVERY (2004)
 AW2208
 AW2208'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1899 ***********************************************************************
 AW1899  DESIGNATION -  BL 220
 AW1899  PID         -  AW1899
 AW1899  STATE/COUNTY-  TX/HARRIS
 AW1899  USGS QUAD   -  WARREN LAKE (1980)
 AW1899
 AW1899                         *CURRENT SURVEY CONTROL
 AW1899  ___________________________________________________________________
 AW1899* NAD 83(1986)-  29 53 48.     (N)    095 49 27.     (W)     SCALED    
 AW1899* NAVD 88     -        51.712  (meters)     169.66   (feet)  ADJUSTED  
 AW1899  ___________________________________________________________________
 AW1899  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW1899  DYNAMIC HT  -          51.641 (meters)     169.43  (feet)  COMP
 AW1899  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 AW1899
 AW1899  VERT ORDER  -  FIRST     CLASS II
 AW1899
 AW1899.The horizontal coordinates were scaled from a topographic map and have
 AW1899.an estimated accuracy of +/- 6 seconds.
 AW1899
 AW1899.The orthometric height was determined by differential leveling
 AW1899.and adjusted by the National Geodetic Survey in June 1991..
 AW1899
 AW1899.The geoid height was determined by GEOID03.
 AW1899
 AW1899.The dynamic height is computed by dividing the NAVD 88
 AW1899.geopotential number by the normal gravity value computed on the
 AW1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1899.degrees latitude (g = 980.6199 gals.).
 AW1899
 AW1899.The modeled gravity was interpolated from observed gravity values.
 AW1899
 AW1899;                    North         East    Units  Estimated Accuracy
 AW1899;SPC TXSC     - 4,232,840.      906,680.      MT  (+/- 180 meters Scaled)
 AW1899
 AW1899                          SUPERSEDED SURVEY CONTROL
 AW1899
 AW1899  NGVD 29 (12/23/87)   51.702  (m)          169.63   (f) ADJUSTED    1 2
 AW1899
 AW1899.Superseded values are not recommended for survey control.
 AW1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1899.See file dsdata.txt to determine how the superseded data were derived.
 AW1899
 AW1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP272106(NAD 83)
 AW1899_MARKER: DD = SURVEY DISK
 AW1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1899_SP_SET: CONCRETE POST
 AW1899_STAMPING: BL 220
 AW1899_MARK LOGO: USE   
 AW1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1899+STABILITY: SURFACE MOTION
 AW1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1899+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW1899
 AW1899  HISTORY     - Date     Condition        Report By
 AW1899  HISTORY     - UNK      MONUMENTED       USE
 AW1899  HISTORY     - 1973     GOOD             NGS
 AW1899  HISTORY     - 1978     GOOD             NGS
 AW1899  HISTORY     - 1986     GOOD             NGS
 AW1899  HISTORY     - 1987     GOOD             USPSQD
 AW1899  HISTORY     - 1987     GOOD             USPSQD
 AW1899  HISTORY     - 20041013 GOOD             USPSQD
 AW1899  HISTORY     - 20051026 GOOD             USPSQD
 AW1899
 AW1899                          STATION DESCRIPTION
 AW1899
 AW1899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1899'7.6 MI N FROM KATY.
 AW1899'ABOUT 7.6 MILES NORTH ALONG KATY-HOCKLEY RD. FROM THE JUNCTION OF US
 AW1899'HIGHWAY 90 AND AVENUE D, 101 FEET SOUTHWEST OF AND ACROSS FROM THE
 AW1899'ROAD FROM THE CENTER LINE OF A STEEL CATTLE GUARD, 28.2 FEET WEST OF
 AW1899'THE CENTER LINE OF KATY-HOCKLEY RD., 19 FEET NORTH OF THE CENTER LINE
 AW1899'OF A WIRE GATE TO A PRIVATE ROAD LEADING WEST, 3.5 FEET EAST OF A
 AW1899'FENCE CORNER POST, 1.3 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT
 AW1899'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW1899'PROJECTING 1/2-FOOT.
 AW1899
 AW1899                          STATION RECOVERY (1978)
 AW1899
 AW1899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1899'RECOVERED IN GOOD CONDITION.
 AW1899
 AW1899                          STATION RECOVERY (1986)
 AW1899
 AW1899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1899'RECOVERED IN GOOD CONDITION.
 AW1899
 AW1899                          STATION RECOVERY (1987)
 AW1899
 AW1899'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1899'RECOVERED IN GOOD CONDITION.
 AW1899
 AW1899                          STATION RECOVERY (1987)
 AW1899
 AW1899'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1899'RECOVERED IN GOOD CONDITION.
 AW1899
 AW1899                          STATION RECOVERY (2004)
 AW1899
 AW1899'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1899'WITH A METAL WITNESS POST.
 AW1899
 AW1899                          STATION RECOVERY (2005)
 AW1899
 AW1899'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1899'FOUND AS DESCRIBED.  METAL WITNESS POST AT FENCE LINE.
 AW1899' 
 AW1899' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4586 ***********************************************************************
 AW4586  DESIGNATION -  BL 221 USE
 AW4586  PID         -  AW4586
 AW4586  STATE/COUNTY-  TX/HARRIS
 AW4586  USGS QUAD   -  WARREN LAKE (1980)
 AW4586
 AW4586                         *CURRENT SURVEY CONTROL
 AW4586  ___________________________________________________________________
 AW4586* NAD 83(1993)-  29 54 14.18437(N)    095 49 27.09415(W)     ADJUSTED  
 AW4586* NAVD 88     -        51.22   (+/-2cm)     168.0    (feet)  VERTCON   
 AW4586  ___________________________________________________________________
 AW4586  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW4586  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW4586
 AW4586  HORZ ORDER  -  SECOND
 AW4586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4586
 AW4586.The horizontal coordinates were established by classical geodetic methods
 AW4586.and adjusted by the National Geodetic Survey in February 1996..
 AW4586
 AW4586.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4586.The vertical order pertains to the NGVD 29 superseded value.
 AW4586
 AW4586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4586
 AW4586.The geoid height was determined by GEOID03.
 AW4586
 AW4586;                    North         East     Units Scale Factor Converg.
 AW4586;SPC TXSC     - 4,233,645.293   906,651.949   MT  0.99991241   +1 33 21.1
 AW4586;SPC TXSC     -13,889,884.60  2,974,573.94   sFT  0.99991241   +1 33 21.1
 AW4586;UTM  15      - 3,311,493.673   227,295.250   MT  1.00051765   -1 24 31.9
 AW4586
 AW4586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4586!SPC TXSC     -   0.99999629  x   0.99991241  =   0.99990870
 AW4586!UTM  15      -   0.99999629  x   1.00051765  =   1.00051394
 AW4586
 AW4586                          SUPERSEDED SURVEY CONTROL
 AW4586
 AW4586  NAD 83(1986)-  29 54 14.19967(N)    095 49 27.07637(W) AD(       ) 2
 AW4586  NAD 27      -  29 54 13.38714(N)    095 49 26.25329(W) AD(       ) 2
 AW4586  NGVD 29 (??/??/92)   51.214  (m)          168.02   (f) ADJ UNCH    2 0
 AW4586
 AW4586.Superseded values are not recommended for survey control.
 AW4586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4586.See file dsdata.txt to determine how the superseded data were derived.
 AW4586
 AW4586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2729511494(NAD 83)
 AW4586_MARKER: DD = SURVEY DISK
 AW4586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4586_STAMPING: B L 221
 AW4586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4586+STABILITY: SURFACE MOTION
 AW4586
 AW4586  HISTORY     - Date     Condition        Report By
 AW4586  HISTORY     - UNK      MONUMENTED       USE
 AW4586  HISTORY     - 1953     GOOD             NGS
 AW4586  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4586
 AW4586                          STATION DESCRIPTION
 AW4586
 AW4586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW4586'8.45 MI N FROM KATY.
 AW4586'8.45 MILES NORTH ALONG THE KATY AND HOCKLEY ROAD FROM THE MISSOURI,
 AW4586'KANSAS AND TEXAS RAILROAD OF TEXAS STATION AT KATY, AT A JUNCTION WITH
 AW4586'SHARP ROAD, 25 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 AW4586'8 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 88 FEET SOUTH OF
 AW4586'TRIANGULATION STATION PAVLICEK 1952, 2 FEET NORTH OF A POWER POLE, SET
 AW4586'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AW4586'GROUND.  THIS MARK WAS USED AS PAVLICEK R.M. 1.
 AW4586
 AW4586                          STATION RECOVERY (1973)
 AW4586
 AW4586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1901 ***********************************************************************
 AW1901  DESIGNATION -  BL 222
 AW1901  PID         -  AW1901
 AW1901  STATE/COUNTY-  TX/HARRIS
 AW1901  USGS QUAD   -  WARREN LAKE (1980)
 AW1901
 AW1901                         *CURRENT SURVEY CONTROL
 AW1901  ___________________________________________________________________
 AW1901* NAD 83(1986)-  29 54 15.     (N)    095 48 27.     (W)     SCALED    
 AW1901* NAVD 88     -        48.420  (meters)     158.86   (feet)  ADJUSTED  
 AW1901  ___________________________________________________________________
 AW1901  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW1901  DYNAMIC HT  -          48.354 (meters)     158.64  (feet)  COMP
 AW1901  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 AW1901
 AW1901  VERT ORDER  -  FIRST     CLASS II
 AW1901
 AW1901.The horizontal coordinates were scaled from a topographic map and have
 AW1901.an estimated accuracy of +/- 6 seconds.
 AW1901
 AW1901.The orthometric height was determined by differential leveling
 AW1901.and adjusted by the National Geodetic Survey in June 1991..
 AW1901
 AW1901.The geoid height was determined by GEOID03.
 AW1901
 AW1901.The dynamic height is computed by dividing the NAVD 88
 AW1901.geopotential number by the normal gravity value computed on the
 AW1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1901.degrees latitude (g = 980.6199 gals.).
 AW1901
 AW1901.The modeled gravity was interpolated from observed gravity values.
 AW1901
 AW1901;                    North         East    Units  Estimated Accuracy
 AW1901;SPC TXSC     - 4,233,710.      908,260.      MT  (+/- 180 meters Scaled)
 AW1901
 AW1901                          SUPERSEDED SURVEY CONTROL
 AW1901
 AW1901  NGVD 29 (12/23/87)   48.411  (m)          158.83   (f) ADJUSTED    1 2
 AW1901
 AW1901.Superseded values are not recommended for survey control.
 AW1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1901.See file dsdata.txt to determine how the superseded data were derived.
 AW1901
 AW1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289114(NAD 83)
 AW1901_MARKER: DD = SURVEY DISK
 AW1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1901_SP_SET: CONCRETE POST
 AW1901_STAMPING: BL 222
 AW1901_MARK LOGO: USE   
 AW1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1901+STABILITY: SURFACE MOTION
 AW1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1901+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW1901
 AW1901  HISTORY     - Date     Condition        Report By
 AW1901  HISTORY     - UNK      MONUMENTED       USE
 AW1901  HISTORY     - 1973     GOOD             NGS
 AW1901  HISTORY     - 1978     GOOD             NGS
 AW1901  HISTORY     - 1986     GOOD             NGS
 AW1901  HISTORY     - 1987     GOOD             USPSQD
 AW1901  HISTORY     - 1987     GOOD             USPSQD
 AW1901  HISTORY     - 20041013 GOOD             USPSQD
 AW1901  HISTORY     - 20051026 GOOD             USPSQD
 AW1901
 AW1901                          STATION DESCRIPTION
 AW1901
 AW1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1901'9.1 MI N FROM KATY.
 AW1901'ABOUT 9.1 MILES NORTH ALONG KATY-HOCKLEY RD. FROM THE JUNCTION OF US
 AW1901'HIGHWAY 90 AND AVENUE D, AT THE JUNCTION OF KATY-HOCKLEY RD. AND THE
 AW1901'KATY-HOCKLEY CUT-OFF, 48 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW1901'JUNCTION OF THE ROAD, 36 FEET NORTH OF THE CENTER LINE OF KATY-HOCKLEY
 AW1901'RD. WESTBOUND, 33 FEET WEST OF THE CENTER LINE OF KATY-HOCKLEY RD.
 AW1901'NORTHBOUND, 3.4 FEET NORTHWEST OF A WOODEN FENCE CORNER POST, 1.4 FEET
 AW1901'EAST OF A METAL WITNESS POST, 1/2-FOOT BELOW THE LEVEL OF THE ROAD,
 AW1901'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 AW1901
 AW1901                          STATION RECOVERY (1978)
 AW1901
 AW1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1901'RECOVERED IN GOOD CONDITION.
 AW1901
 AW1901                          STATION RECOVERY (1986)
 AW1901
 AW1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1901'RECOVERED IN GOOD CONDITION.
 AW1901
 AW1901                          STATION RECOVERY (1987)
 AW1901
 AW1901'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1901'RECOVERED IN GOOD CONDITION.
 AW1901
 AW1901                          STATION RECOVERY (1987)
 AW1901
 AW1901'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1901'RECOVERED IN GOOD CONDITION.
 AW1901
 AW1901                          STATION RECOVERY (2004)
 AW1901
 AW1901'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1901'RECOVERED IN GOOD CONDITION.
 AW1901
 AW1901                          STATION RECOVERY (2005)
 AW1901
 AW1901'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1901'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4550 ***********************************************************************
 AW4550  DESIGNATION -  BL 228 RESET
 AW4550  PID         -  AW4550
 AW4550  STATE/COUNTY-  TX/HARRIS
 AW4550  USGS QUAD   -  KATY (1980)
 AW4550
 AW4550                         *CURRENT SURVEY CONTROL
 AW4550  ___________________________________________________________________
 AW4550* NAD 83(1986)-  29 52 29.     (N)    095 47 26.     (W)     SCALED    
 AW4550* NAVD 88     -        47.128  (meters)     154.62   (feet)  ADJUSTED  
 AW4550  ___________________________________________________________________
 AW4550  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW4550  DYNAMIC HT  -          47.063 (meters)     154.41  (feet)  COMP
 AW4550  MODELED GRAV-     979,279.1   (mgal)                       NAVD 88
 AW4550
 AW4550  VERT ORDER  -  FIRST     CLASS II
 AW4550
 AW4550.The horizontal coordinates were scaled from a topographic map and have
 AW4550.an estimated accuracy of +/- 6 seconds.
 AW4550
 AW4550.The orthometric height was determined by differential leveling
 AW4550.and adjusted by the National Geodetic Survey in June 1991..
 AW4550
 AW4550.The geoid height was determined by GEOID03.
 AW4550
 AW4550.The dynamic height is computed by dividing the NAVD 88
 AW4550.geopotential number by the normal gravity value computed on the
 AW4550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4550.degrees latitude (g = 980.6199 gals.).
 AW4550
 AW4550.The modeled gravity was interpolated from observed gravity values.
 AW4550
 AW4550;                    North         East    Units  Estimated Accuracy
 AW4550;SPC TXSC     - 4,230,500.      909,990.      MT  (+/- 180 meters Scaled)
 AW4550
 AW4550                          SUPERSEDED SURVEY CONTROL
 AW4550
 AW4550  NGVD 29 (12/23/87)   47.119  (m)          154.59   (f) ADJUSTED    1 2
 AW4550
 AW4550.Superseded values are not recommended for survey control.
 AW4550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4550.See file dsdata.txt to determine how the superseded data were derived.
 AW4550
 AW4550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP304081(NAD 83)
 AW4550_MARKER: DB = BENCH MARK DISK
 AW4550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4550_SP_SET: CONCRETE POST
 AW4550_STAMPING: BL 228 RESET 1967
 AW4550_MARK LOGO: CGS   
 AW4550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4550+STABILITY: SURFACE MOTION
 AW4550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4550+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW4550
 AW4550  HISTORY     - Date     Condition        Report By
 AW4550  HISTORY     - 1967     MONUMENTED       CGS
 AW4550  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW4550  HISTORY     - 1978     GOOD             NGS
 AW4550  HISTORY     - 1986     GOOD             NGS
 AW4550  HISTORY     - 1987     GOOD             USPSQD
 AW4550  HISTORY     - 1987     GOOD             USPSQD
 AW4550  HISTORY     - 19870710 GOOD             NGS
 AW4550  HISTORY     - 1990     GOOD             USPSQD
 AW4550  HISTORY     - 19940625 GOOD             USPSQD
 AW4550  HISTORY     - 20041011 GOOD             USPSQD
 AW4550  HISTORY     - 20051026 GOOD             USPSQD
 AW4550
 AW4550                          STATION DESCRIPTION
 AW4550
 AW4550'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AW4550'8.2 MI NE FROM KATY.
 AW4550'ABOUT 0.2 MILE WEST FROM THE POST OFFICE IN KATY TO D-AVENUE, THENCE
 AW4550'1.9 MILES NORTH ALONG D-AVENUE, THENCE 4.1 MILES NORTH ALONG THE
 AW4550'KATY-HOCKLEY ROAD, THENCE 2.0 MILES EAST ALONG F.M. HIGHWAY 529 TO
 AW4550'SITE OF BENCH MARK, 72 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 AW4550'18 FEET WEST OF THE EXTENDED CENTER LINE OF PORTER ROAD, 12 FEET SOUTH
 AW4550'OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, 1
 AW4550'FOOT SOUTH OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT
 AW4550'701 + 49.  A C AND GS BENCH MARK DISK, SET IN A 12 X 12 IN. CONCRETE
 AW4550'POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF GROUND.
 AW4550
 AW4550                          STATION RECOVERY (1971)
 AW4550
 AW4550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW4550'MARK NOT FOUND.
 AW4550
 AW4550                          STATION RECOVERY (1978)
 AW4550
 AW4550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW4550'RECOVERED IN GOOD CONDITION.
 AW4550
 AW4550                          STATION RECOVERY (1986)
 AW4550
 AW4550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4550'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE--12
 AW4550'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A NORTH-SOUTH
 AW4550'FENCE LINE.
 AW4550
 AW4550                          STATION RECOVERY (1987)
 AW4550
 AW4550'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW4550'RECOVERED IN GOOD CONDITION.
 AW4550
 AW4550                          STATION RECOVERY (1987)
 AW4550
 AW4550'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4550'RECOVERED IN GOOD CONDITION.
 AW4550
 AW4550                          STATION RECOVERY (1987)
 AW4550
 AW4550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (WVM)
 AW4550'RECOVERED IN GOOD CONDITION.
 AW4550
 AW4550                          STATION RECOVERY (1990)
 AW4550
 AW4550'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW4550'RECOVERED IN GOOD CONDITION.
 AW4550
 AW4550                          STATION RECOVERY (1994)
 AW4550
 AW4550'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4550'RECOVERED IN GOOD CONDITION.
 AW4550
 AW4550                          STATION RECOVERY (2004)
 AW4550
 AW4550'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4550'WITNESS POST AT FENCE LINE.
 AW4550
 AW4550                          STATION RECOVERY (2005)
 AW4550
 AW4550'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW4550'FOUND AS DESCRIBED. WITNESS POST STILL GOOD. ORANGE TAPE ON THE FENCE.
 AW4550' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4547 ***********************************************************************
 AW4547  DESIGNATION -  BL 231 RESET
 AW4547  PID         -  AW4547
 AW4547  STATE/COUNTY-  TX/HARRIS
 AW4547  USGS QUAD   -  WARREN LAKE (1980)
 AW4547
 AW4547                         *CURRENT SURVEY CONTROL
 AW4547  ___________________________________________________________________
 AW4547* NAD 83(1986)-  29 52 31.     (N)    095 45 59.     (W)     SCALED    
 AW4547* NAVD 88     -        45.429  (meters)     149.04   (feet)  ADJUSTED  
 AW4547  ___________________________________________________________________
 AW4547  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW4547  DYNAMIC HT  -          45.368 (meters)     148.84  (feet)  COMP
 AW4547  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 AW4547
 AW4547  VERT ORDER  -  FIRST     CLASS II
 AW4547
 AW4547.The horizontal coordinates were scaled from a topographic map and have
 AW4547.an estimated accuracy of +/- 6 seconds.
 AW4547
 AW4547.The orthometric height was determined by differential leveling
 AW4547.and adjusted by the National Geodetic Survey in June 1991..
 AW4547
 AW4547.The geoid height was determined by GEOID03.
 AW4547
 AW4547.The dynamic height is computed by dividing the NAVD 88
 AW4547.geopotential number by the normal gravity value computed on the
 AW4547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4547.degrees latitude (g = 980.6199 gals.).
 AW4547
 AW4547.The modeled gravity was interpolated from observed gravity values.
 AW4547
 AW4547;                    North         East    Units  Estimated Accuracy
 AW4547;SPC TXSC     - 4,230,620.      912,320.      MT  (+/- 180 meters Scaled)
 AW4547
 AW4547                          SUPERSEDED SURVEY CONTROL
 AW4547
 AW4547  NGVD 29 (12/23/87)   45.421  (m)          149.02   (f) ADJUSTED    1 2
 AW4547
 AW4547.Superseded values are not recommended for survey control.
 AW4547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4547.See file dsdata.txt to determine how the superseded data were derived.
 AW4547
 AW4547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP328081(NAD 83)
 AW4547_MARKER: DB = BENCH MARK DISK
 AW4547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4547_SP_SET: CONCRETE POST
 AW4547_STAMPING: BL 231 RESET 1967
 AW4547_MARK LOGO: CGS   
 AW4547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4547+STABILITY: SURFACE MOTION
 AW4547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4547+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW4547
 AW4547  HISTORY     - Date     Condition        Report By
 AW4547  HISTORY     - 1967     MONUMENTED       CGS
 AW4547  HISTORY     - 1978     GOOD             NGS
 AW4547  HISTORY     - 1986     GOOD             NGS
 AW4547  HISTORY     - 1987     GOOD             USPSQD
 AW4547  HISTORY     - 19870710 GOOD             NGS
 AW4547  HISTORY     - 1990     GOOD             USPSQD
 AW4547  HISTORY     - 20041011 GOOD             USPSQD
 AW4547  HISTORY     - 20051026 GOOD             USPSQD
 AW4547
 AW4547                          STATION DESCRIPTION
 AW4547
 AW4547'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AW4547'9.65 MI NE FROM KATY.
 AW4547'ABOUT 0.2 MILE WEST FROM THE POST OFFICE IN KATY TO AVENUE-D, THENCE
 AW4547'1.9 MILES NORTH ALONG D-AVENUE, THENCE 4.1 MILES NORTH ALONG THE
 AW4547'KATY-HOCKLEY ROAD, THENCE 3.45 MILES EAST ALONG F. M. HIGHWAY 529 TO
 AW4547'SITE OF BENCH MARK, 61 FEET NORTH OF THE CENTER LINE OF HIGHWAY, NEAR
 AW4547'THE SOUTHWEST END OF A DIRT RESERVOIR, 102 FEET EAST OF A HUMBLE
 AW4547'PIPELINE SIGN, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 AW4547'NORTHEAST OF A METAL WITNESS POST AND AT TEXAS HIGHWAY DEPARTMENT
 AW4547'STATION 662 + 31.  A C AND GS BENCH MARK DISK, SET IN A 12 X 12 IN.
 AW4547'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
 AW4547
 AW4547                          STATION RECOVERY (1978)
 AW4547
 AW4547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW4547'RECOVERED IN GOOD CONDITION.
 AW4547
 AW4547                          STATION RECOVERY (1986)
 AW4547
 AW4547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4547'RECOVERED IN GOOD CONDITION.
 AW4547
 AW4547                          STATION RECOVERY (1987)
 AW4547
 AW4547'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW4547'RECOVERED IN GOOD CONDITION.
 AW4547
 AW4547                          STATION RECOVERY (1987)
 AW4547
 AW4547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (WVM)
 AW4547'RECOVERED IN GOOD CONDITION.
 AW4547
 AW4547                          STATION RECOVERY (1990)
 AW4547
 AW4547'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW4547'RECOVERED IN GOOD CONDITION.
 AW4547
 AW4547                          STATION RECOVERY (2004)
 AW4547
 AW4547'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4547'GO TO N29 52 31.4, W095 45 56.4. WITNESS POST AT FENCE LINE.
 AW4547
 AW4547                          STATION RECOVERY (2005)
 AW4547
 AW4547'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW4547'FOUND AS DESCRIBED.  ORANGE TAPE ON THE FENCE. GO TO N29 52 31.4, W095
 AW4547'45 56.4. WITNESS POST AT FENCE LINE.
 AW4547' 
 AW4547' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4539 ***********************************************************************
 AW4539  HT_MOD      -  This is a Height Modernization Survey Station.
 AW4539  DESIGNATION -  BL 239 RESET
 AW4539  PID         -  AW4539
 AW4539  STATE/COUNTY-  TX/HARRIS
 AW4539  USGS QUAD   -  CYPRESS (1995)
 AW4539
 AW4539                         *CURRENT SURVEY CONTROL
 AW4539  ___________________________________________________________________
 AW4539* NAD 83(1993)-  29 52 46.94901(N)    095 41 35.18102(W)     ADJUSTED  
 AW4539* NAVD 88     -        40.15   (meters)     131.7    (feet)  GPS OBS   
 AW4539  ___________________________________________________________________
 AW4539  X           -    -549,064.440 (meters)                     COMP
 AW4539  Y           -  -5,507,621.850 (meters)                     COMP
 AW4539  Z           -   3,158,825.022 (meters)                     COMP
 AW4539  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW4539  ELLIP HEIGHT-          12.69  (meters)          (12/03/01) GPS OBS
 AW4539  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW4539  DYNAMIC HT  -          40.10  (meters)     131.6   (feet)  COMP
 AW4539  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 AW4539
 AW4539  HORZ ORDER  -  FIRST
 AW4539  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4539  ELLP ORDER  -  FOURTH    CLASS II
 AW4539
 AW4539.The horizontal coordinates were established by GPS observations
 AW4539.and adjusted by the National Geodetic Survey in December 2001..
 AW4539
 AW4539.The orthometric height was determined by GPS observations and a
 AW4539.high-resolution geoid model using precise GPS observation and
 AW4539.processing techniques. It supersedes the leveled height previously
 AW4539.determined for this station.
 AW4539.WARNING-GPS observations at this control monument resulted in a GPS
 AW4539.derived orthometric height which differed from the leveled height by
 AW4539.more than one decimeter (0.1 meter).
 AW4539.The vertical order pertains to the first NAVD 88 superseded value.
 AW4539
 AW4539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW4539
 AW4539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4539
 AW4539.The ellipsoidal height was determined by GPS observations
 AW4539.and is referenced to NAD 83.
 AW4539
 AW4539.The geoid height was determined by GEOID03.
 AW4539
 AW4539.The dynamic height is computed by dividing the NAVD 88
 AW4539.geopotential number by the normal gravity value computed on the
 AW4539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4539.degrees latitude (g = 980.6199 gals.).
 AW4539
 AW4539.The modeled gravity was interpolated from observed gravity values.
 AW4539
 AW4539;                    North         East     Units Scale Factor Converg.
 AW4539;SPC TXSC     - 4,231,311.279   919,382.172   MT  0.99990831   +1 37 12.3
 AW4539;SPC TXSC     -13,882,227.09  3,016,339.68   sFT  0.99990831   +1 37 12.3
 AW4539;UTM  15      - 3,308,502.918   239,894.897   MT  1.00043481   -1 20 32.7
 AW4539
 AW4539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4539!SPC TXSC     -   0.99999801  x   0.99990831  =   0.99990632
 AW4539!UTM  15      -   0.99999801  x   1.00043481  =   1.00043282
 AW4539
 AW4539                          SUPERSEDED SURVEY CONTROL
 AW4539
 AW4539  ELLIP H (10/25/00)   12.91   (m)                       GP(       ) 4 1
 AW4539  NAD 83(1993)-  29 52 46.94902(N)    095 41 35.18112(W) AD(       ) 1
 AW4539  ELLIP H (10/17/96)   13.03   (m)                       GP(       ) 3 1
 AW4539  NAVD 88 (06/15/91)   40.567  (m)          133.09   (f) ADJUSTED    1 2
 AW4539  NGVD 29 (12/23/87)   40.559  (m)          133.07   (f) ADJUSTED    1 2
 AW4539
 AW4539.Superseded values are not recommended for survey control.
 AW4539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4539.See file dsdata.txt to determine how the superseded data were derived.
 AW4539
 AW4539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3989508503(NAD 83)
 AW4539_MARKER: DB = BENCH MARK DISK
 AW4539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4539_SP_SET: CONCRETE POST
 AW4539_STAMPING: BL 239 RESET 1967
 AW4539_MARK LOGO: CGS   
 AW4539_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW4539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4539+STABILITY: SURFACE MOTION
 AW4539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4539+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1994
 AW4539
 AW4539  HISTORY     - Date     Condition        Report By
 AW4539  HISTORY     - 1967     MONUMENTED       CGS
 AW4539  HISTORY     - 1978     GOOD             NGS
 AW4539  HISTORY     - 1986     GOOD             NGS
 AW4539  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW4539  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW4539  HISTORY     - 19870710 GOOD             NGS
 AW4539  HISTORY     - 19941215 GOOD             HGCSD
 AW4539  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW4539
 AW4539                          STATION DESCRIPTION
 AW4539
 AW4539'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AW4539'14.25 MI NE FROM KATY.
 AW4539'ABOUT 0.2 MILE WEST FROM THE POST OFFICE IN KATY TO D-AVENUE, THENCE
 AW4539'1.9 MILES NORTH ALONG D-AVENUE, THENCE 4.1 MILES NORTH ALONG THE
 AW4539'KATY-HOCKLEY ROAD, THENCE 8.05 MILES EAST ALONG F.M. HIGHWAY 529 TO
 AW4539'SITE OF BENCH MARK, 61 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 0.2
 AW4539'MILE EAST OF A LARGE BRICK RANCH HOUSE, 1 FOOT SOUTH OF THE
 AW4539'RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, AND AT
 AW4539'TEXAS HIGHWAY DEPARTMENT STATION 387 + 49. A C AND GS BENCH MARK DISK
 AW4539'SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 AW4539'SURFACE OF GROUND.
 AW4539
 AW4539                          STATION RECOVERY (1978)
 AW4539
 AW4539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW4539'RECOVERED.  NOTE=DISK IS SET LOW IN THE CONCRETE POST, CENTIMETER
 AW4539'PLUG MAY BE NEEDED.  OMIT=THENCE 8.05 MILES EAST ALONG FM 529.
 AW4539'ADD=THENCE 7.75 MILES EAST ALONG FARM ROAD 529.
 AW4539
 AW4539                          STATION RECOVERY (1986)
 AW4539
 AW4539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4539'RECOVERED IN GOOD CONDITION.
 AW4539
 AW4539                          STATION RECOVERY (1987)
 AW4539
 AW4539'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW4539'MARK NOT FOUND.
 AW4539
 AW4539                          STATION RECOVERY (1987)
 AW4539
 AW4539'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4539'MARK NOT FOUND.
 AW4539
 AW4539                          STATION RECOVERY (1987)
 AW4539
 AW4539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (WVM)
 AW4539'RECOVERED IN GOOD CONDITION.
 AW4539
 AW4539                          STATION RECOVERY (1994)
 AW4539
 AW4539'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW4539'RECOVERED AS DESCRIBED.
 AW4539
 AW4539                          STATION RECOVERY (2004)
 AW4539
 AW4539'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4537 ***********************************************************************
 AW4537  DESIGNATION -  BL 240 USE
 AW4537  PID         -  AW4537
 AW4537  STATE/COUNTY-  TX/HARRIS
 AW4537  USGS QUAD   -  CYPRESS (1995)
 AW4537
 AW4537                         *CURRENT SURVEY CONTROL
 AW4537  ___________________________________________________________________
 AW4537* NAD 83(1986)-  29 52 48.     (N)    095 41 00.     (W)     SCALED    
 AW4537* NAVD 88     -        40.24   (+/-2cm)     132.0    (feet)  VERTCON   
 AW4537  ___________________________________________________________________
 AW4537  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW4537
 AW4537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4537
 AW4537.The horizontal coordinates were scaled from a topographic map and have
 AW4537.an estimated accuracy of +/- 6 seconds.
 AW4537
 AW4537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4537.The vertical order pertains to the NGVD 29 superseded value.
 AW4537
 AW4537.The geoid height was determined by GEOID03.
 AW4537
 AW4537;                    North         East    Units  Estimated Accuracy
 AW4537;SPC TXSC     - 4,231,370.      920,330.      MT  (+/- 180 meters Scaled)
 AW4537
 AW4537                          SUPERSEDED SURVEY CONTROL
 AW4537
 AW4537  NGVD 29 (??/??/92)   40.230  (m)          131.99   (f) ADJ UNCH    2 0
 AW4537
 AW4537.Superseded values are not recommended for survey control.
 AW4537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4537.See file dsdata.txt to determine how the superseded data were derived.
 AW4537
 AW4537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP408085(NAD 83)
 AW4537_MARKER: DD = SURVEY DISK
 AW4537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4537_STAMPING: BL 240
 AW4537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4537+STABILITY: SURFACE MOTION
 AW4537
 AW4537  HISTORY     - Date     Condition        Report By
 AW4537  HISTORY     - UNK      MONUMENTED       CGS
 AW4537  HISTORY     - 1967     GOOD             NGS
 AW4537  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW4537
 AW4537                          STATION DESCRIPTION
 AW4537
 AW4537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AW4537'10.3 MI W FROM FAIRBANKS.
 AW4537'3.5 MILES NORTHWEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4537'FAIRBANKS, THENCE 6.7 MILES WEST ALONG F.M. HIGHWAY 529, THENCE 0.1
 AW4537'MILE NORTH ALONG THE BARKER AND CYPRESS ROAD, AT A JUNCTION WITH
 AW4537'FREEMAN ROAD, 27 FEET EAST OF THE CENTER LINE OF THE BARKER AND
 AW4537'CYPRESS ROAD, 14 FEET NORTH OF THE EXTENDED CENTER LINE OF FREEMAN
 AW4537'ROAD, 11 FEET SOUTH OF A POWER POLE, 2 FEET WEST OF A FENCE, 1.5 FEET
 AW4537'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AW4537'PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- THE FREEMAN ROAD IS NOW
 AW4537'F.M. HIGHWAY 529.
 AW4537
 AW4537                          STATION RECOVERY (2004)
 AW4537
 AW4537'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1861 ***********************************************************************
 AW1861  DESIGNATION -  BL 244
 AW1861  PID         -  AW1861
 AW1861  STATE/COUNTY-  TX/HARRIS
 AW1861  USGS QUAD   -  CYPRESS (1995)
 AW1861
 AW1861                         *CURRENT SURVEY CONTROL
 AW1861  ___________________________________________________________________
 AW1861* NAD 83(1986)-  29 52 45.     (N)    095 38 19.     (W)     SCALED    
 AW1861* NAVD 88     -        38.143  (meters)     125.14   (feet)  ADJUSTED  
 AW1861  ___________________________________________________________________
 AW1861  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1861  DYNAMIC HT  -          38.091 (meters)     124.97  (feet)  COMP
 AW1861  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 AW1861
 AW1861  VERT ORDER  -  FIRST     CLASS II
 AW1861
 AW1861.The horizontal coordinates were scaled from a topographic map and have
 AW1861.an estimated accuracy of +/- 6 seconds.
 AW1861
 AW1861.The orthometric height was determined by differential leveling
 AW1861.and adjusted by the National Geodetic Survey in June 1991..
 AW1861
 AW1861.The geoid height was determined by GEOID03.
 AW1861
 AW1861.The dynamic height is computed by dividing the NAVD 88
 AW1861.geopotential number by the normal gravity value computed on the
 AW1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1861.degrees latitude (g = 980.6199 gals.).
 AW1861
 AW1861.The modeled gravity was interpolated from observed gravity values.
 AW1861
 AW1861;                    North         East    Units  Estimated Accuracy
 AW1861;SPC TXSC     - 4,231,400.      924,650.      MT  (+/- 180 meters Scaled)
 AW1861
 AW1861                          SUPERSEDED SURVEY CONTROL
 AW1861
 AW1861  NGVD 29 (12/23/87)   38.136  (m)          125.12   (f) ADJUSTED    1 2
 AW1861
 AW1861.Superseded values are not recommended for survey control.
 AW1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1861.See file dsdata.txt to determine how the superseded data were derived.
 AW1861
 AW1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP451083(NAD 83)
 AW1861_MARKER: DD = SURVEY DISK
 AW1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1861_SP_SET: CONCRETE POST
 AW1861_STAMPING: BL 244
 AW1861_MARK LOGO: USE   
 AW1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1861+STABILITY: SURFACE MOTION
 AW1861
 AW1861  HISTORY     - Date     Condition        Report By
 AW1861  HISTORY     - UNK      MONUMENTED       USE
 AW1861  HISTORY     - 1954     GOOD             NGS
 AW1861  HISTORY     - 1978     GOOD             NGS
 AW1861  HISTORY     - 1986     GOOD             NGS
 AW1861  HISTORY     - 1987     GOOD             NGS
 AW1861
 AW1861                          STATION DESCRIPTION
 AW1861
 AW1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW1861'7.5 MI W FROM FAIRBANKS.
 AW1861'3.5 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW1861'FAIRBANKS, THENCE 4.0 MILES WEST ALONG FARM ROAD 529, 0.1 MILE EAST OF
 AW1861'A FARMHOUSE, 39 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 2 FEET
 AW1861'EAST OF A WITNESS POST, IN A FENCE LINE, SET IN THE TOP OF A CONCRETE
 AW1861'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AW1861
 AW1861                          STATION RECOVERY (1978)
 AW1861
 AW1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1861'RECOVERED IN GOOD CONDITION.
 AW1861
 AW1861                          STATION RECOVERY (1986)
 AW1861
 AW1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1861'RECOVERED IN GOOD CONDITION.
 AW1861
 AW1861                          STATION RECOVERY (1987)
 AW1861
 AW1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (WVM)
 AW1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1914 ***********************************************************************
 AW1914  DESIGNATION -  BL 246 USE
 AW1914  PID         -  AW1914
 AW1914  STATE/COUNTY-  TX/HARRIS
 AW1914  USGS QUAD   -  SATSUMA (1982)
 AW1914
 AW1914                         *CURRENT SURVEY CONTROL
 AW1914  ___________________________________________________________________
 AW1914* NAD 83(1986)-  29 52 46.     (N)    095 37 17.     (W)     SCALED    
 AW1914* NAVD 88     -        38.11   (+/-2cm)     125.0    (feet)  VERTCON   
 AW1914  ___________________________________________________________________
 AW1914  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1914
 AW1914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1914
 AW1914.The horizontal coordinates were scaled from a topographic map and have
 AW1914.an estimated accuracy of +/- 6 seconds.
 AW1914
 AW1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1914.The vertical order pertains to the NGVD 29 superseded value.
 AW1914
 AW1914.The geoid height was determined by GEOID03.
 AW1914
 AW1914;                    North         East    Units  Estimated Accuracy
 AW1914;SPC TXSC     - 4,231,480.      926,310.      MT  (+/- 180 meters Scaled)
 AW1914
 AW1914                          SUPERSEDED SURVEY CONTROL
 AW1914
 AW1914  NGVD 29 (??/??/92)   38.106  (m)          125.02   (f) ADJ UNCH    2 0
 AW1914
 AW1914.Superseded values are not recommended for survey control.
 AW1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1914.See file dsdata.txt to determine how the superseded data were derived.
 AW1914
 AW1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP468083(NAD 83)
 AW1914_MARKER: DD = SURVEY DISK
 AW1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1914_STAMPING: B L 246
 AW1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1914+STABILITY: SURFACE MOTION
 AW1914
 AW1914  HISTORY     - Date     Condition        Report By
 AW1914  HISTORY     - UNK      MONUMENTED       USE
 AW1914  HISTORY     - 1954     GOOD             NGS
 AW1914  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1914  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1914
 AW1914                          STATION DESCRIPTION
 AW1914
 AW1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW1914'6.5 MI NW FROM FAIRBANKS.
 AW1914'3.5 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW1914'FAIRBANKS, THENCE 3.0 MILES WEST ALONG FARM ROAD 529, AT A JUNCTION
 AW1914'WITH JACK RABBIT ROAD, 80 YARDS WEST OF THE CENTER LINE OF JACK RABBIT
 AW1914'ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 11 FEET WEST
 AW1914'OF A FENCE CORNER, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AW1914'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AW1914
 AW1914                          STATION RECOVERY (1978)
 AW1914
 AW1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1914'NOT RECOVERED.
 AW1914
 AW1914                          STATION RECOVERY (2004)
 AW1914
 AW1914'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1918 ***********************************************************************
 AW1918  DESIGNATION -  BL 251 USE
 AW1918  PID         -  AW1918
 AW1918  STATE/COUNTY-  TX/HARRIS
 AW1918  USGS QUAD   -  SATSUMA (1982)
 AW1918
 AW1918                         *CURRENT SURVEY CONTROL
 AW1918  ___________________________________________________________________
 AW1918* NAD 83(1986)-  29 52 49.     (N)    095 34 34.     (W)     SCALED    
 AW1918* NAVD 88     -        34.74   (+/-2cm)     114.0    (feet)  VERTCON   
 AW1918  ___________________________________________________________________
 AW1918  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW1918
 AW1918  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1918
 AW1918.The horizontal coordinates were scaled from a topographic map and have
 AW1918.an estimated accuracy of +/- 6 seconds.
 AW1918
 AW1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1918.The vertical order pertains to the NGVD 29 superseded value.
 AW1918
 AW1918.The geoid height was determined by GEOID03.
 AW1918
 AW1918;                    North         East    Units  Estimated Accuracy
 AW1918;SPC TXSC     - 4,231,700.      930,680.      MT  (+/- 180 meters Scaled)
 AW1918
 AW1918                          SUPERSEDED SURVEY CONTROL
 AW1918
 AW1918  NGVD 29 (??/??/92)   34.731  (m)          113.95   (f) ADJ UNCH    2 0
 AW1918
 AW1918.Superseded values are not recommended for survey control.
 AW1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1918.See file dsdata.txt to determine how the superseded data were derived.
 AW1918
 AW1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP512083(NAD 83)
 AW1918_MARKER: DD = SURVEY DISK
 AW1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1918_STAMPING: B L 251
 AW1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1918+STABILITY: SURFACE MOTION
 AW1918
 AW1918  HISTORY     - Date     Condition        Report By
 AW1918  HISTORY     - UNK      MONUMENTED       USE
 AW1918  HISTORY     - 1954     GOOD             NGS
 AW1918  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW1918  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1918  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1918  HISTORY     - 20040213 MARK NOT FOUND   USPSQD
 AW1918
 AW1918                          STATION DESCRIPTION
 AW1918
 AW1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW1918'3.9 MI NW FROM FAIRBANKS.
 AW1918'3.5 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW1918'FAIRBANKS, THENCE 0.4 MILE WEST ALONG FARM ROAD 529, 105 YARDS EAST OF
 AW1918'A JUNCTION WITH CHARLES STREET, 28 FEET SOUTH OF THE CENTER LINE OF
 AW1918'THE FARM ROAD, 1.4 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS
 AW1918'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AW1918'THE GROUND.
 AW1918
 AW1918                          STATION RECOVERY (1970)
 AW1918
 AW1918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW1918'MARK NOT FOUND.
 AW1918
 AW1918                          STATION RECOVERY (1978)
 AW1918
 AW1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1918'NOT RECOVERED.  NOTE=AREA DESCRIBED HAS BEEN COVERED BY A ROAD,
 AW1918'BENCH MARK BELIEVED DESTROYED.
 AW1918
 AW1918                          STATION RECOVERY (1987)
 AW1918
 AW1918'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1918'MARK NOT FOUND.
 AW1918
 AW1918                          STATION RECOVERY (2004)
 AW1918
 AW1918'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW1918'NOT FOUND, PROBABLY DISTROYED DURING CONSTRUCTION TO WIDEN HWY 529 AND
 AW1918'DURING CONSTRUCTION OF UNDERGROUND NATURAL GAS PIPELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4602 ***********************************************************************
 AW4602  DESIGNATION -  BL 252 USE
 AW4602  PID         -  AW4602
 AW4602  STATE/COUNTY-  TX/HARRIS
 AW4602  USGS QUAD   -  SATSUMA (1982)
 AW4602
 AW4602                         *CURRENT SURVEY CONTROL
 AW4602  ___________________________________________________________________
 AW4602* NAD 83(1986)-  29 52 47.     (N)    095 34 06.     (W)     SCALED    
 AW4602* NAVD 88     -        34.41   (+/-2cm)     112.9    (feet)  VERTCON   
 AW4602  ___________________________________________________________________
 AW4602  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW4602
 AW4602  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4602
 AW4602.The horizontal coordinates were scaled from a topographic map and have
 AW4602.an estimated accuracy of +/- 6 seconds.
 AW4602
 AW4602.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4602.The vertical order pertains to the NGVD 29 superseded value.
 AW4602
 AW4602.The geoid height was determined by GEOID03.
 AW4602
 AW4602;                    North         East    Units  Estimated Accuracy
 AW4602;SPC TXSC     - 4,231,660.      931,430.      MT  (+/- 180 meters Scaled)
 AW4602
 AW4602                          SUPERSEDED SURVEY CONTROL
 AW4602
 AW4602  NGVD 29 (??/??/92)   34.406  (m)          112.88   (f) ADJ UNCH    2 0
 AW4602
 AW4602.Superseded values are not recommended for survey control.
 AW4602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4602.See file dsdata.txt to determine how the superseded data were derived.
 AW4602
 AW4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP519082(NAD 83)
 AW4602_MARKER: DD = SURVEY DISK
 AW4602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4602_STAMPING: B L 252
 AW4602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4602+STABILITY: SURFACE MOTION
 AW4602
 AW4602  HISTORY     - Date     Condition        Report By
 AW4602  HISTORY     - UNK      MONUMENTED       USE
 AW4602  HISTORY     - 1954     GOOD             NGS
 AW4602  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4602
 AW4602                          STATION DESCRIPTION
 AW4602
 AW4602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4602'3.5 MI NW FROM FAIRBANKS.
 AW4602'3.5 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4602'FAIRBANKS, 150 YARDS SOUTHEAST OF AN INTERSECTION WITH FARM ROAD 529,
 AW4602'41 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET NORTHEAST
 AW4602'OF THE NORTHEAST RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 3 FEET
 AW4602'NORTH OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 AW4602'FLUSH WITH THE GROUND.
 AW4602
 AW4602                          STATION RECOVERY (1973)
 AW4602
 AW4602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4599 ***********************************************************************
 AW4599  DESIGNATION -  BL 254 USE
 AW4599  PID         -  AW4599
 AW4599  STATE/COUNTY-  TX/HARRIS
 AW4599  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4599
 AW4599                         *CURRENT SURVEY CONTROL
 AW4599  ___________________________________________________________________
 AW4599* NAD 83(1986)-  29 51 54.     (N)    095 32 55.     (W)     SCALED    
 AW4599* NAVD 88     -        31.29   (+/-2cm)     102.7    (feet)  VERTCON   
 AW4599  ___________________________________________________________________
 AW4599  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW4599
 AW4599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4599
 AW4599.The horizontal coordinates were scaled from a topographic map and have
 AW4599.an estimated accuracy of +/- 6 seconds.
 AW4599
 AW4599.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4599.The vertical order pertains to the NGVD 29 superseded value.
 AW4599
 AW4599.The geoid height was determined by GEOID03.
 AW4599
 AW4599;                    North         East    Units  Estimated Accuracy
 AW4599;SPC TXSC     - 4,230,090.      933,380.      MT  (+/- 180 meters Scaled)
 AW4599
 AW4599                          SUPERSEDED SURVEY CONTROL
 AW4599
 AW4599  NGVD 29 (??/??/92)   31.285  (m)          102.64   (f) ADJ UNCH    2 0
 AW4599
 AW4599.Superseded values are not recommended for survey control.
 AW4599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4599.See file dsdata.txt to determine how the superseded data were derived.
 AW4599
 AW4599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP538065(NAD 83)
 AW4599_MARKER: DD = SURVEY DISK
 AW4599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4599_STAMPING: B L 254
 AW4599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4599+STABILITY: SURFACE MOTION
 AW4599
 AW4599  HISTORY     - Date     Condition        Report By
 AW4599  HISTORY     - UNK      MONUMENTED       USE
 AW4599  HISTORY     - 1954     GOOD             NGS
 AW4599  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4599  HISTORY     - 20040213 MARK NOT FOUND   USPSQD
 AW4599
 AW4599                          STATION DESCRIPTION
 AW4599
 AW4599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4599'1.85 MI NW FROM FAIRBANKS.
 AW4599'1.85 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4599'FAIRBANKS, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 53
 AW4599'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TEXAS AND NEW ORLEANS
 AW4599'RAILROAD, 3.5 FEET NORTH OF A TELEPHONE POLE, SET IN THE TOP OF A
 AW4599'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AW4599
 AW4599                          STATION RECOVERY (1973)
 AW4599
 AW4599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4599'MARK NOT FOUND.
 AW4599
 AW4599                          STATION RECOVERY (2004)
 AW4599
 AW4599'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW4599'NOT FOUND, BENCHMARD WAS SLATED TO BE DESTROYED BY CONSTRCTION.
 AW4599'CONFIRMED TODAY, BENCHMARK AND TELEPHONE POLE GONE.  NEW UNDERGROUND
 AW4599'NATURAL GAS PIPELINE IN AREA. NEW TELEPHONE POLES IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4596 ***********************************************************************
 AW4596  DESIGNATION -  BL 255 USE
 AW4596  PID         -  AW4596
 AW4596  STATE/COUNTY-  TX/HARRIS
 AW4596  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4596
 AW4596                         *CURRENT SURVEY CONTROL
 AW4596  ___________________________________________________________________
 AW4596* NAD 83(1986)-  29 51 36.     (N)    095 32 29.     (W)     SCALED    
 AW4596* NAVD 88     -        30.43   (+/-2cm)      99.8    (feet)  VERTCON   
 AW4596  ___________________________________________________________________
 AW4596  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW4596
 AW4596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4596
 AW4596.The horizontal coordinates were scaled from a topographic map and have
 AW4596.an estimated accuracy of +/- 6 seconds.
 AW4596
 AW4596.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4596.The vertical order pertains to the NGVD 29 superseded value.
 AW4596
 AW4596.The geoid height was determined by GEOID03.
 AW4596
 AW4596;                    North         East    Units  Estimated Accuracy
 AW4596;SPC TXSC     - 4,229,550.      934,100.      MT  (+/- 180 meters Scaled)
 AW4596
 AW4596                          SUPERSEDED SURVEY CONTROL
 AW4596
 AW4596  NGVD 29 (??/??/92)   30.425  (m)           99.82   (f) ADJ UNCH    2 0
 AW4596
 AW4596.Superseded values are not recommended for survey control.
 AW4596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4596.See file dsdata.txt to determine how the superseded data were derived.
 AW4596
 AW4596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP545059(NAD 83)
 AW4596_MARKER: DD = SURVEY DISK
 AW4596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4596_STAMPING: B L 255
 AW4596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4596+STABILITY: SURFACE MOTION
 AW4596
 AW4596  HISTORY     - Date     Condition        Report By
 AW4596  HISTORY     - UNK      MONUMENTED       USE
 AW4596  HISTORY     - 1954     GOOD             NGS
 AW4596  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4596  HISTORY     - 20040213 MARK NOT FOUND   USPSQD
 AW4596
 AW4596                          STATION DESCRIPTION
 AW4596
 AW4596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4596'1.25 MI NW FROM FAIRBANKS.
 AW4596'1.25 MILES NORTHWEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4596'FAIRBANKS, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 52
 AW4596'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TEXAS AND NEW ORLEANS
 AW4596'RAILROAD, 3 FEET NORTH OF A TELEPHONE POLE, SET IN THE TOP OF A
 AW4596'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- MARK
 AW4596'WILL BE DESTROYED OR DISTURBED DURING CONSTRUCTION ALONG U.S. HIGHWAY
 AW4596'290.- TEXAS HIGHWAY REPORT.
 AW4596
 AW4596                          STATION RECOVERY (1973)
 AW4596
 AW4596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4596'MARK NOT FOUND.
 AW4596
 AW4596                          STATION RECOVERY (2004)
 AW4596
 AW4596'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW4596'CONFIRMED, BENCHMARK DESTROYED BY CONSTRUCTION ALONG US HIGHWAY 290.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4593 ***********************************************************************
 AW4593  DESIGNATION -  BL 256 USE
 AW4593  PID         -  AW4593
 AW4593  STATE/COUNTY-  TX/HARRIS
 AW4593  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4593
 AW4593                         *CURRENT SURVEY CONTROL
 AW4593  ___________________________________________________________________
 AW4593* NAD 83(1986)-  29 51 18.     (N)    095 32 05.     (W)     SCALED    
 AW4593* NAVD 88     -        30.46   (+/-2cm)      99.9    (feet)  VERTCON   
 AW4593  ___________________________________________________________________
 AW4593  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW4593
 AW4593  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4593
 AW4593.The horizontal coordinates were scaled from a topographic map and have
 AW4593.an estimated accuracy of +/- 6 seconds.
 AW4593
 AW4593.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4593.The vertical order pertains to the NGVD 29 superseded value.
 AW4593
 AW4593.The geoid height was determined by GEOID03.
 AW4593
 AW4593;                    North         East    Units  Estimated Accuracy
 AW4593;SPC TXSC     - 4,229,020.      934,760.      MT  (+/- 180 meters Scaled)
 AW4593
 AW4593                          SUPERSEDED SURVEY CONTROL
 AW4593
 AW4593  NGVD 29 (??/??/92)   30.455  (m)           99.92   (f) ADJ UNCH    2 0
 AW4593
 AW4593.Superseded values are not recommended for survey control.
 AW4593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4593.See file dsdata.txt to determine how the superseded data were derived.
 AW4593
 AW4593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP551054(NAD 83)
 AW4593_MARKER: DD = SURVEY DISK
 AW4593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4593_STAMPING: BL 256
 AW4593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4593+STABILITY: SURFACE MOTION
 AW4593
 AW4593  HISTORY     - Date     Condition        Report By
 AW4593  HISTORY     - UNK      MONUMENTED       USE
 AW4593  HISTORY     - 1954     GOOD             NGS
 AW4593  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW4593  HISTORY     - 20040213 MARK NOT FOUND   USPSQD
 AW4593
 AW4593                          STATION DESCRIPTION
 AW4593
 AW4593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4593'0.75 MI NW FROM FAIRBANKS.
 AW4593'0.75 MILE NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW4593'FAIRBANKS, 0.25 MILE NORTHWEST OF A JUNCTION WITH CAMPBELL RD., 42
 AW4593'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 62 FEET NORTHEAST OF
 AW4593'THE NORTHEAST RAIL OF THE TEXAS AND NEW ORLEANS RR, 3 FEET NORTH OF A
 AW4593'TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AW4593'0.3 FOOT ABOVE THE GROUND.
 AW4593
 AW4593                          STATION RECOVERY (1970)
 AW4593
 AW4593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW4593'MARK NOT FOUND.
 AW4593
 AW4593                          STATION RECOVERY (2004)
 AW4593
 AW4593'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW4593'NEW UNDERGROUND NATURAL GAS LINE THROUGH AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3944 ***********************************************************************
 AW3944  DESIGNATION -  BL 27 USE
 AW3944  PID         -  AW3944
 AW3944  STATE/COUNTY-  TX/BRAZORIA
 AW3944  USGS QUAD   -  LIVERPOOL (1963)
 AW3944
 AW3944                         *CURRENT SURVEY CONTROL
 AW3944  ___________________________________________________________________
 AW3944* NAD 83(1986)-  29 18 03.     (N)    095 16 53.     (W)     SCALED    
 AW3944* NAVD 88     -         6.37   (+/-2cm)      20.9    (feet)  VERTCON   
 AW3944  ___________________________________________________________________
 AW3944  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW3944
 AW3944  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW3944
 AW3944.The horizontal coordinates were scaled from a topographic map and have
 AW3944.an estimated accuracy of +/- 6 seconds.
 AW3944
 AW3944.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3944.The vertical order pertains to the NGVD 29 superseded value.
 AW3944
 AW3944.The geoid height was determined by GEOID03.
 AW3944
 AW3944;                    North         East    Units  Estimated Accuracy
 AW3944;SPC TXSC     - 4,168,380.      961,170.      MT  (+/- 180 meters Scaled)
 AW3944
 AW3944                          SUPERSEDED SURVEY CONTROL
 AW3944
 AW3944  NGVD 29 (??/??/92)    6.37   (m)           20.9    (f) COMPUTED    1 1
 AW3944
 AW3944.Superseded values are not recommended for survey control.
 AW3944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3944.See file dsdata.txt to determine how the superseded data were derived.
 AW3944
 AW3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN784434(NAD 83)
 AW3944_MARKER: DD = SURVEY DISK
 AW3944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3944_STAMPING: BL 27
 AW3944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3944+STABILITY: SURFACE MOTION
 AW3944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3944+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW3944
 AW3944  HISTORY     - Date     Condition        Report By
 AW3944  HISTORY     - UNK      MONUMENTED       USE
 AW3944  HISTORY     - 1973     GOOD             NGS
 AW3944  HISTORY     - 1975     GOOD             NGS
 AW3944  HISTORY     - 20040319 GOOD             USPSQD
 AW3944
 AW3944                          STATION DESCRIPTION
 AW3944
 AW3944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3944'0.4 MI NW FROM LIVERPOOL.
 AW3944'0.4 MILE NORTHWEST ALONG COUNTY ROAD 192 FROM THE CROSSING OF THE
 AW3944'MISSOURI PACIFIC RAILROAD AT LIVERPOOL, 0.1 MILE SOUTH OF THE CROSSING
 AW3944'OF A PIPE LINE, AT THE JUNCTION AND IN LINE WITH THE CENTER LINE OF A
 AW3944'DIRT ROAD WEST, 60 1/2 FEET EAST OF THE CENTER LINE OF COUNTY ROAD
 AW3944'192, 273 FEET SOUTH OF THE SOUTH END OF A PIPE CULVERT UNDER A PRIVATE
 AW3944'ROAD EAST INTO A FIELD, 1.6 FEET WEST OF A FENCE, 1.0 FOOT NORTH OF A
 AW3944'WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 AW3944'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AW3944
 AW3944                          STATION RECOVERY (1975)
 AW3944
 AW3944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AW3944'RECOVERED IN GOOD CONDITION.
 AW3944
 AW3944                          STATION RECOVERY (2004)
 AW3944
 AW3944'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2234 ***********************************************************************
 AW2234  DESIGNATION -  BL 270 USE
 AW2234  PID         -  AW2234
 AW2234  STATE/COUNTY-  TX/FORT BEND
 AW2234  USGS QUAD   -  CLODINE (1995)
 AW2234
 AW2234                         *CURRENT SURVEY CONTROL
 AW2234  ___________________________________________________________________
 AW2234* NAD 83(1986)-  29 42 25.     (N)    095 41 46.     (W)     SCALED    
 AW2234* NAVD 88     -        28.51   (+/-2cm)      93.5    (feet)  VERTCON   
 AW2234  ___________________________________________________________________
 AW2234  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW2234
 AW2234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2234
 AW2234.The horizontal coordinates were scaled from a topographic map and have
 AW2234.an estimated accuracy of +/- 6 seconds.
 AW2234
 AW2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2234.The vertical order pertains to the NGVD 29 superseded value.
 AW2234
 AW2234.The geoid height was determined by GEOID03.
 AW2234
 AW2234;                    North         East    Units  Estimated Accuracy
 AW2234;SPC TXSC     - 4,212,160.      919,630.      MT  (+/- 180 meters Scaled)
 AW2234
 AW2234                          SUPERSEDED SURVEY CONTROL
 AW2234
 AW2234  NGVD 29 (??/??/92)   28.500  (m)           93.50   (f) ADJ UNCH    2 0
 AW2234
 AW2234.Superseded values are not recommended for survey control.
 AW2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2234.See file dsdata.txt to determine how the superseded data were derived.
 AW2234
 AW2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN391893(NAD 83)
 AW2234_MARKER: DB = BENCH MARK DISK
 AW2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2234_STAMPING: BL 270
 AW2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2234+STABILITY: SURFACE MOTION
 AW2234
 AW2234  HISTORY     - Date     Condition        Report By
 AW2234  HISTORY     - UNK      MONUMENTED       USE
 AW2234  HISTORY     - 1943     GOOD             NGS
 AW2234  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW2234  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2234  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2234  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW2234  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2234  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2234
 AW2234                          STATION DESCRIPTION
 AW2234
 AW2234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2234'0.5 MI W FROM CLODINE.
 AW2234'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2234'STATION AT CLODINE-- PROCEED 0.5 MILE WESTERLY ALONG THE RAILROAD TO
 AW2234'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE WEST OF MILEPOST
 AW2234'21, AND ABOUT 126.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM
 AW2234'TELEPHONE POLE NO.E-57.  IT IS 56.5 FEET NORTH OF AND ABOUT THE SAME
 AW2234'ELEVATION AS THE CENTERLINE OF AN IMPROVED COUNTY ROAD PARALLELING THE
 AW2234'RAILROAD, 2.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3.6 FEET EAST
 AW2234'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT. A USE
 AW2234'DISK, STAMPED BL 270 AND SET IN THE TOP OF A CONCRETE POST.
 AW2234
 AW2234                          STATION RECOVERY (1970)
 AW2234
 AW2234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW2234'MARK NOT FOUND.
 AW2234
 AW2234                          STATION RECOVERY (1978)
 AW2234
 AW2234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2234'NOT RECOVERED.
 AW2234
 AW2234                          STATION RECOVERY (1987)
 AW2234
 AW2234'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW2234'MARK NOT FOUND.
 AW2234
 AW2234                          STATION RECOVERY (1998)
 AW2234
 AW2234'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2234'MARK NOT FOUND.
 AW2234
 AW2234                          STATION RECOVERY (1998)
 AW2234
 AW2234'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2234'MARK NOT FOUND.
 AW2234
 AW2234                          STATION RECOVERY (2004)
 AW2234
 AW2234'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2235 ***********************************************************************
 AW2235  DESIGNATION -  BL 271 USE
 AW2235  PID         -  AW2235
 AW2235  STATE/COUNTY-  TX/FORT BEND
 AW2235  USGS QUAD   -  CLODINE (1995)
 AW2235
 AW2235                         *CURRENT SURVEY CONTROL
 AW2235  ___________________________________________________________________
 AW2235* NAD 83(1986)-  29 42 23.     (N)    095 42 18.     (W)     SCALED    
 AW2235* NAVD 88     -        28.39   (+/-2cm)      93.1    (feet)  VERTCON   
 AW2235  ___________________________________________________________________
 AW2235  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW2235
 AW2235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2235
 AW2235.The horizontal coordinates were scaled from a topographic map and have
 AW2235.an estimated accuracy of +/- 6 seconds.
 AW2235
 AW2235.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2235.The vertical order pertains to the NGVD 29 superseded value.
 AW2235
 AW2235.The geoid height was determined by GEOID03.
 AW2235
 AW2235;                    North         East    Units  Estimated Accuracy
 AW2235;SPC TXSC     - 4,212,080.      918,780.      MT  (+/- 180 meters Scaled)
 AW2235
 AW2235                          SUPERSEDED SURVEY CONTROL
 AW2235
 AW2235  NGVD 29 (??/??/92)   28.379  (m)           93.11   (f) ADJ UNCH    2 0
 AW2235
 AW2235.Superseded values are not recommended for survey control.
 AW2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2235.See file dsdata.txt to determine how the superseded data were derived.
 AW2235
 AW2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN382893(NAD 83)
 AW2235_MARKER: DB = BENCH MARK DISK
 AW2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2235_STAMPING: BL 271
 AW2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2235+STABILITY: SURFACE MOTION
 AW2235
 AW2235  HISTORY     - Date     Condition        Report By
 AW2235  HISTORY     - UNK      MONUMENTED       USE
 AW2235  HISTORY     - 1943     GOOD             NGS
 AW2235  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW2235  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2235  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2235  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW2235  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2235  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2235
 AW2235                          STATION DESCRIPTION
 AW2235
 AW2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2235'1.05 MI W FROM CLODINE.
 AW2235'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2235'STATION AT CLODINE-- PROCEED 1.05 MILE WESTERLY ALONG THE RAILROAD TO
 AW2235'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE EAST OF MILEPOST 22,
 AW2235'AND 57.5 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AW2235'OF ROAD.  IT IS 3.7 FEET SOUTHEAST OF A FENCE CORNER, 3.2 FEET SOUTH
 AW2235'OF THE RIGHT-OF-WAY FENCE, AND 3.3 FEET EAST OF A 4X4-INCH WOODEN
 AW2235'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.  A USE DISK, STAMPED BL 271
 AW2235'AND SET IN THE TOP OF A CONCRETE POST.
 AW2235
 AW2235                          STATION RECOVERY (1970)
 AW2235
 AW2235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW2235'MARK NOT FOUND.
 AW2235
 AW2235                          STATION RECOVERY (1978)
 AW2235
 AW2235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2235'NOT RECOVERED.  NOTE=THE WITNESS POST WAS FOUND TORN OUT OF THE
 AW2235'GROUND.
 AW2235
 AW2235                          STATION RECOVERY (1987)
 AW2235
 AW2235'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW2235'MARK NOT FOUND.
 AW2235
 AW2235                          STATION RECOVERY (1998)
 AW2235
 AW2235'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2235'MARK NOT FOUND.
 AW2235
 AW2235                          STATION RECOVERY (1998)
 AW2235
 AW2235'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2235'MARK NOT FOUND.
 AW2235
 AW2235                          STATION RECOVERY (2004)
 AW2235
 AW2235'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2237 ***********************************************************************
 AW2237  DESIGNATION -  BL 274 USE
 AW2237  PID         -  AW2237
 AW2237  STATE/COUNTY-  TX/FORT BEND
 AW2237  USGS QUAD   -  CLODINE (1995)
 AW2237
 AW2237                         *CURRENT SURVEY CONTROL
 AW2237  ___________________________________________________________________
 AW2237* NAD 83(1986)-  29 42 15.     (N)    095 43 54.     (W)     SCALED    
 AW2237* NAVD 88     -        29.95   (+/-2cm)      98.3    (feet)  VERTCON   
 AW2237  ___________________________________________________________________
 AW2237  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW2237
 AW2237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2237
 AW2237.The horizontal coordinates were scaled from a topographic map and have
 AW2237.an estimated accuracy of +/- 6 seconds.
 AW2237
 AW2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2237.The vertical order pertains to the NGVD 29 superseded value.
 AW2237
 AW2237.The geoid height was determined by GEOID03.
 AW2237
 AW2237;                    North         East    Units  Estimated Accuracy
 AW2237;SPC TXSC     - 4,211,760.      916,200.      MT  (+/- 180 meters Scaled)
 AW2237
 AW2237                          SUPERSEDED SURVEY CONTROL
 AW2237
 AW2237  NGVD 29 (??/??/92)   29.942  (m)           98.23   (f) ADJ UNCH    2 0
 AW2237
 AW2237.Superseded values are not recommended for survey control.
 AW2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2237.See file dsdata.txt to determine how the superseded data were derived.
 AW2237
 AW2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN357891(NAD 83)
 AW2237_MARKER: DD = SURVEY DISK
 AW2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2237_STAMPING: BL 274
 AW2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2237+STABILITY: SURFACE MOTION
 AW2237
 AW2237  HISTORY     - Date     Condition        Report By
 AW2237  HISTORY     - UNK      MONUMENTED       USE
 AW2237  HISTORY     - 1943     GOOD             NGS
 AW2237  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW2237  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2237  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2237  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW2237  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2237  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2237
 AW2237                          STATION DESCRIPTION
 AW2237
 AW2237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2237'2.65 MI W FROM CLODINE.
 AW2237'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2237'STATION AT CLODINE-- PROCEED 2.65 MILES WESTERLY ALONG THE RAILROAD TO
 AW2237'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE WEST OF MILEPOST 23,
 AW2237'AND ABOUT 150.0 FEET WEST OF THE CENTERLINE OF A PRIVATE ROAD LEADING
 AW2237'NORTH.  IT IS 60.5 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AW2237'CENTERLINE OF ROAD PARALLELING THE TRACK, 3.5 FEET SOUTH OF THE
 AW2237'RIGHT-OF-WAY FENCE, AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AW2237'POST.  MONUMENT PROJECTS 0.2 FOOT.  A USE DISK, STAMPED BL 274 AND SET
 AW2237'IN THE TOP OF A CONCRETE POST.
 AW2237
 AW2237                          STATION RECOVERY (1970)
 AW2237
 AW2237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW2237'MARK NOT FOUND.
 AW2237
 AW2237                          STATION RECOVERY (1978)
 AW2237
 AW2237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2237'NOT RECOVERED.
 AW2237
 AW2237                          STATION RECOVERY (1987)
 AW2237
 AW2237'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW2237'MARK NOT FOUND.
 AW2237
 AW2237                          STATION RECOVERY (1998)
 AW2237
 AW2237'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2237'MARK NOT FOUND.
 AW2237
 AW2237                          STATION RECOVERY (1998)
 AW2237
 AW2237'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2237'MARK NOT FOUND.
 AW2237
 AW2237                          STATION RECOVERY (2004)
 AW2237
 AW2237'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2239 ***********************************************************************
 AW2239  DESIGNATION -  BL 276 USE
 AW2239  PID         -  AW2239
 AW2239  STATE/COUNTY-  TX/FORT BEND
 AW2239  USGS QUAD   -  CLODINE (1995)
 AW2239
 AW2239                         *CURRENT SURVEY CONTROL
 AW2239  ___________________________________________________________________
 AW2239* NAD 83(1986)-  29 42 10.     (N)    095 44 57.     (W)     SCALED    
 AW2239* NAVD 88     -        30.56   (+/-2cm)     100.3    (feet)  VERTCON   
 AW2239  ___________________________________________________________________
 AW2239  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW2239
 AW2239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2239
 AW2239.The horizontal coordinates were scaled from a topographic map and have
 AW2239.an estimated accuracy of +/- 6 seconds.
 AW2239
 AW2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2239.The vertical order pertains to the NGVD 29 superseded value.
 AW2239
 AW2239.The geoid height was determined by GEOID03.
 AW2239
 AW2239;                    North         East    Units  Estimated Accuracy
 AW2239;SPC TXSC     - 4,211,560.      914,510.      MT  (+/- 180 meters Scaled)
 AW2239
 AW2239                          SUPERSEDED SURVEY CONTROL
 AW2239
 AW2239  NGVD 29 (??/??/92)   30.556  (m)          100.25   (f) ADJ UNCH    2 0
 AW2239
 AW2239.Superseded values are not recommended for survey control.
 AW2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2239.See file dsdata.txt to determine how the superseded data were derived.
 AW2239
 AW2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN340890(NAD 83)
 AW2239_MARKER: DD = SURVEY DISK
 AW2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2239_STAMPING: BL 276
 AW2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2239+STABILITY: SURFACE MOTION
 AW2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW2239+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 AW2239
 AW2239  HISTORY     - Date     Condition        Report By
 AW2239  HISTORY     - UNK      MONUMENTED       USE
 AW2239  HISTORY     - 1943     GOOD             NGS
 AW2239  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW2239  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2239  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2239  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW2239  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2239  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2239  HISTORY     - 20051115 GOOD             LJA
 AW2239
 AW2239                          STATION DESCRIPTION
 AW2239
 AW2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2239'3.7 MI W FROM CLODINE.
 AW2239'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2239'STATION AT CLODINE-- PROCEED 3.7 MILES WESTERLY ALONG THE RAILROAD TO
 AW2239'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.45 MILE WEST OF MILEPOST
 AW2239'24, AND 55.5 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AW2239'ROAD PARALLELING THE TRACK.  IT IS 3.0 FEET SOUTH OF THE RIGHT-OF-WAY
 AW2239'FENCE, AND 3.3 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AW2239'IS FLUSH WITH THE GROUND.  A USE DISK, STAMPED BL 276 AND SET IN THE
 AW2239'TOP OF A CONCRETE POST.
 AW2239
 AW2239                          STATION RECOVERY (1970)
 AW2239
 AW2239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW2239'MARK NOT FOUND.
 AW2239
 AW2239                          STATION RECOVERY (1978)
 AW2239
 AW2239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2239'NOT RECOVERED.
 AW2239
 AW2239                          STATION RECOVERY (1987)
 AW2239
 AW2239'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW2239'MARK NOT FOUND.
 AW2239
 AW2239                          STATION RECOVERY (1998)
 AW2239
 AW2239'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2239'MARK NOT FOUND.
 AW2239
 AW2239                          STATION RECOVERY (1998)
 AW2239
 AW2239'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2239'MARK NOT FOUND.
 AW2239
 AW2239                          STATION RECOVERY (2004)
 AW2239
 AW2239'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2239'MARK NOT FOUND.
 AW2239
 AW2239                          STATION RECOVERY (2005)
 AW2239
 AW2239'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW2239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4562 ***********************************************************************
 AW4562  DESIGNATION -  BL 277 USE
 AW4562  PID         -  AW4562
 AW4562  STATE/COUNTY-  TX/FORT BEND
 AW4562  USGS QUAD   -  RICHMOND NE (1980)
 AW4562
 AW4562                         *CURRENT SURVEY CONTROL
 AW4562  ___________________________________________________________________
 AW4562* NAD 83(1986)-  29 42 07.     (N)    095 45 26.     (W)     SCALED    
 AW4562* NAVD 88     -        31.28   (+/-2cm)     102.6    (feet)  VERTCON   
 AW4562  ___________________________________________________________________
 AW4562  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW4562
 AW4562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4562
 AW4562.The horizontal coordinates were scaled from a topographic map and have
 AW4562.an estimated accuracy of +/- 6 seconds.
 AW4562
 AW4562.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4562.The vertical order pertains to the NGVD 29 superseded value.
 AW4562
 AW4562.The geoid height was determined by GEOID03.
 AW4562
 AW4562;                    North         East    Units  Estimated Accuracy
 AW4562;SPC TXSC     - 4,211,440.      913,740.      MT  (+/- 180 meters Scaled)
 AW4562
 AW4562                          SUPERSEDED SURVEY CONTROL
 AW4562
 AW4562  NGVD 29 (??/??/92)   31.277  (m)          102.61   (f) ADJ UNCH    2 0
 AW4562
 AW4562.Superseded values are not recommended for survey control.
 AW4562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4562.See file dsdata.txt to determine how the superseded data were derived.
 AW4562
 AW4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN332889(NAD 83)
 AW4562_MARKER: DD = SURVEY DISK
 AW4562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4562_STAMPING: BL 277
 AW4562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4562+STABILITY: SURFACE MOTION
 AW4562
 AW4562  HISTORY     - Date     Condition        Report By
 AW4562  HISTORY     - UNK      MONUMENTED       USE
 AW4562  HISTORY     - 1943     GOOD             NGS
 AW4562  HISTORY     - 1955     MARK NOT FOUND   USGS
 AW4562  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW4562  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW4562
 AW4562                          STATION DESCRIPTION
 AW4562
 AW4562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4562'4.25 MI W FROM CLODINE.
 AW4562'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4562'STATION AT CLODINE-- PROCEED 4.25 MILES WESTERLY ALONG THE RAILROAD TO
 AW4562'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 80.0 FEET EAST OF MILEPOST
 AW4562'25, AND 57.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AW4562'CENTERLINE OF ROAD PARALLELING THE TRACK.  IT IS 2.7 FEET SOUTH OF THE
 AW4562'RIGHT-OF-WAY FENCE, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AW4562'POST.  MONUMENT PROJECTS 0.1 FOOT.  NOTE-- PROBABLY DESTROYED WHEN THE
 AW4562'NEW HIGHWAY WAS CONSTRUCTED.
 AW4562
 AW4562                          STATION RECOVERY (1955)
 AW4562
 AW4562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AW4562'MARK NOT FOUND.
 AW4562
 AW4562                          STATION RECOVERY (1998)
 AW4562
 AW4562'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4562'MARK NOT FOUND.
 AW4562
 AW4562                          STATION RECOVERY (2004)
 AW4562
 AW4562'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4563 ***********************************************************************
 AW4563  DESIGNATION -  BL 279 USE
 AW4563  PID         -  AW4563
 AW4563  STATE/COUNTY-  TX/FORT BEND
 AW4563  USGS QUAD   -  RICHMOND NE (1980)
 AW4563
 AW4563                         *CURRENT SURVEY CONTROL
 AW4563  ___________________________________________________________________
 AW4563* NAD 83(1986)-  29 42 01.     (N)    095 46 26.     (W)     SCALED    
 AW4563* NAVD 88     -        32.76   (+/-2cm)     107.5    (feet)  VERTCON   
 AW4563  ___________________________________________________________________
 AW4563  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW4563
 AW4563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4563
 AW4563.The horizontal coordinates were scaled from a topographic map and have
 AW4563.an estimated accuracy of +/- 6 seconds.
 AW4563
 AW4563.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4563.The vertical order pertains to the NGVD 29 superseded value.
 AW4563
 AW4563.The geoid height was determined by GEOID03.
 AW4563
 AW4563;                    North         East    Units  Estimated Accuracy
 AW4563;SPC TXSC     - 4,211,210.      912,130.      MT  (+/- 180 meters Scaled)
 AW4563
 AW4563                          SUPERSEDED SURVEY CONTROL
 AW4563
 AW4563  NGVD 29 (??/??/92)   32.752  (m)          107.45   (f) ADJ UNCH    2 0
 AW4563
 AW4563.Superseded values are not recommended for survey control.
 AW4563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4563.See file dsdata.txt to determine how the superseded data were derived.
 AW4563
 AW4563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN316887(NAD 83)
 AW4563_MARKER: DD = SURVEY DISK
 AW4563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4563_STAMPING: BL 279
 AW4563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4563+STABILITY: SURFACE MOTION
 AW4563
 AW4563  HISTORY     - Date     Condition        Report By
 AW4563  HISTORY     - UNK      MONUMENTED       USE
 AW4563  HISTORY     - 1943     GOOD             NGS
 AW4563  HISTORY     - 1955     MARK NOT FOUND   USGS
 AW4563  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW4563  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW4563
 AW4563                          STATION DESCRIPTION
 AW4563
 AW4563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4563'5.3 MI W FROM CLODINE.
 AW4563'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4563'STATION AT CLODINE-- PROCEED 5.3 MILES WESTERLY ALONG THE RAILROAD TO
 AW4563'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 270.0 FEET WEST OF MILEPOST
 AW4563'26, AND 50.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AW4563'CENTERLINE OF ROAD PARALLELING THE TRACK.  IT IS 9.0 FEET SOUTH OF THE
 AW4563'RIGHT-OF-WAY FENCE, AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AW4563'POST.  MONUMENT PROJECTS 0.2 FOOT.  NOTE-- IT HAS PROBABLY BEEN
 AW4563'DESTROYED BY HIGHWAY CONSTRUCTION WORK.
 AW4563
 AW4563                          STATION RECOVERY (1955)
 AW4563
 AW4563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AW4563'MARK NOT FOUND.
 AW4563
 AW4563                          STATION RECOVERY (1998)
 AW4563
 AW4563'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4563'MARK NOT FOUND.
 AW4563
 AW4563                          STATION RECOVERY (2004)
 AW4563
 AW4563'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3945 ***********************************************************************
 AW3945  DESIGNATION -  BL 28 USE
 AW3945  PID         -  AW3945
 AW3945  STATE/COUNTY-  TX/BRAZORIA
 AW3945  USGS QUAD   -  LIVERPOOL (1963)
 AW3945
 AW3945                         *CURRENT SURVEY CONTROL
 AW3945  ___________________________________________________________________
 AW3945* NAD 83(1986)-  29 18 28.     (N)    095 17 05.     (W)     SCALED    
 AW3945* NAVD 88     -         6.58   (+/-2cm)      21.6    (feet)  VERTCON   
 AW3945  ___________________________________________________________________
 AW3945  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW3945
 AW3945  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW3945
 AW3945.The horizontal coordinates were scaled from a topographic map and have
 AW3945.an estimated accuracy of +/- 6 seconds.
 AW3945
 AW3945.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3945.The vertical order pertains to the NGVD 29 superseded value.
 AW3945
 AW3945.The geoid height was determined by GEOID03.
 AW3945
 AW3945;                    North         East    Units  Estimated Accuracy
 AW3945;SPC TXSC     - 4,169,140.      960,830.      MT  (+/- 180 meters Scaled)
 AW3945
 AW3945                          SUPERSEDED SURVEY CONTROL
 AW3945
 AW3945  NGVD 29 (??/??/92)    6.58   (m)           21.6    (f) COMPUTED    1 1
 AW3945
 AW3945.Superseded values are not recommended for survey control.
 AW3945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3945.See file dsdata.txt to determine how the superseded data were derived.
 AW3945
 AW3945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN781442(NAD 83)
 AW3945_MARKER: DD = SURVEY DISK
 AW3945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3945_STAMPING: BL 28
 AW3945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3945+STABILITY: SURFACE MOTION
 AW3945
 AW3945  HISTORY     - Date     Condition        Report By
 AW3945  HISTORY     - UNK      MONUMENTED       USE
 AW3945  HISTORY     - 1973     GOOD             NGS
 AW3945  HISTORY     - 1978     GOOD             NGS
 AW3945  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW3945
 AW3945                          STATION DESCRIPTION
 AW3945
 AW3945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3945'0.9 MI NW FROM LIVERPOOL.
 AW3945'0.9 MILE NORTHWEST ALONG COUNTY ROAD 192 FROM THE CROSSING OF THE
 AW3945'MISSOURI PACIFIC RAILROAD AT LIVERPOOL, 0.15 MILE NORTH OF THE
 AW3945'JUNCTION OF COUNTY ROAD 14, 67 FEET NORTHEAST OF THE CENTER LINE OF
 AW3945'THE ROAD, 158 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 AW3945'DRIVEWAY TO THE SOUTH ONE OF A ROW OF EIGHT HOUSES, 98 FEET SOUTHEAST
 AW3945'OF A POWER POLE, 3.1 FEET NORTHEAST OF A FENCE, 1.8 FEET SOUTHEAST OF
 AW3945'A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 AW3945'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 AW3945
 AW3945                          STATION RECOVERY (1978)
 AW3945
 AW3945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3945'RECOVERED IN GOOD CONDITION.
 AW3945
 AW3945                          STATION RECOVERY (2004)
 AW3945
 AW3945'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2240 ***********************************************************************
 AW2240  DESIGNATION -  BL 281 USE
 AW2240  PID         -  AW2240
 AW2240  STATE/COUNTY-  TX/FORT BEND
 AW2240  USGS QUAD   -  RICHMOND NE (1980)
 AW2240
 AW2240                         *CURRENT SURVEY CONTROL
 AW2240  ___________________________________________________________________
 AW2240* NAD 83(1986)-  29 41 57.     (N)    095 47 22.     (W)     SCALED    
 AW2240* NAVD 88     -        35.32   (+/-2cm)     115.9    (feet)  VERTCON   
 AW2240  ___________________________________________________________________
 AW2240  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW2240
 AW2240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2240
 AW2240.The horizontal coordinates were scaled from a topographic map and have
 AW2240.an estimated accuracy of +/- 6 seconds.
 AW2240
 AW2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2240.The vertical order pertains to the NGVD 29 superseded value.
 AW2240
 AW2240.The geoid height was determined by GEOID03.
 AW2240
 AW2240;                    North         East    Units  Estimated Accuracy
 AW2240;SPC TXSC     - 4,211,050.      910,630.      MT  (+/- 180 meters Scaled)
 AW2240
 AW2240                          SUPERSEDED SURVEY CONTROL
 AW2240
 AW2240  NGVD 29 (??/??/92)   35.309  (m)          115.84   (f) ADJ UNCH    2 0
 AW2240
 AW2240.Superseded values are not recommended for survey control.
 AW2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2240.See file dsdata.txt to determine how the superseded data were derived.
 AW2240
 AW2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN301887(NAD 83)
 AW2240_MARKER: DD = SURVEY DISK
 AW2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2240_STAMPING: BL 281
 AW2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2240+STABILITY: SURFACE MOTION
 AW2240
 AW2240  HISTORY     - Date     Condition        Report By
 AW2240  HISTORY     - UNK      MONUMENTED       USE
 AW2240  HISTORY     - 1943     GOOD             NGS
 AW2240  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW2240  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2240  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2240  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW2240  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2240
 AW2240                          STATION DESCRIPTION
 AW2240
 AW2240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2240'6.3 MI W FROM CLODINE.
 AW2240'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2240'STATION AT CLODINE-- PROCEED 6.3 MILES WESTERLY ALONG THE RAILROAD TO
 AW2240'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 160.0 FEET WEST OF MILEPOST
 AW2240'27, AND ABOUT 84.0 FEET EAST OF A WOODEN ROAD CULVERT.  IT IS 41.0
 AW2240'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AW2240'44.5 FEET NORTH OF AND ABOUT 2.0 FEET BELOW THE NORTH RAIL OF TRACK,
 AW2240'16.0 FEET WEST OF TELEPHONE POLE NO. E-51, AND 3.0 FEET EAST OF A
 AW2240'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.  A USE DISK,
 AW2240'STAMPED BL 281.
 AW2240
 AW2240                          STATION RECOVERY (1971)
 AW2240
 AW2240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW2240'MARK NOT FOUND.
 AW2240
 AW2240                          STATION RECOVERY (1978)
 AW2240
 AW2240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2240'NOT RECOVERED.
 AW2240
 AW2240                          STATION RECOVERY (1987)
 AW2240
 AW2240'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW2240'MARK NOT FOUND.
 AW2240
 AW2240                          STATION RECOVERY (1998)
 AW2240
 AW2240'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2240'MARK NOT FOUND.
 AW2240
 AW2240                          STATION RECOVERY (2004)
 AW2240
 AW2240'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2241 ***********************************************************************
 AW2241  DESIGNATION -  BL 282 USE
 AW2241  PID         -  AW2241
 AW2241  STATE/COUNTY-  TX/FORT BEND
 AW2241  USGS QUAD   -  RICHMOND NE (1980)
 AW2241
 AW2241                         *CURRENT SURVEY CONTROL
 AW2241  ___________________________________________________________________
 AW2241* NAD 83(1986)-  29 41 54.     (N)    095 47 54.     (W)     SCALED    
 AW2241* NAVD 88     -        36.07   (+/-2cm)     118.3    (feet)  VERTCON   
 AW2241  ___________________________________________________________________
 AW2241  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW2241
 AW2241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2241
 AW2241.The horizontal coordinates were scaled from a topographic map and have
 AW2241.an estimated accuracy of +/- 6 seconds.
 AW2241
 AW2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2241.The vertical order pertains to the NGVD 29 superseded value.
 AW2241
 AW2241.The geoid height was determined by GEOID03.
 AW2241
 AW2241;                    North         East    Units  Estimated Accuracy
 AW2241;SPC TXSC     - 4,210,930.      909,770.      MT  (+/- 180 meters Scaled)
 AW2241
 AW2241                          SUPERSEDED SURVEY CONTROL
 AW2241
 AW2241  NGVD 29 (??/??/92)   36.066  (m)          118.33   (f) ADJ UNCH    2 0
 AW2241
 AW2241.Superseded values are not recommended for survey control.
 AW2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2241.See file dsdata.txt to determine how the superseded data were derived.
 AW2241
 AW2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN292886(NAD 83)
 AW2241_MARKER: DD = SURVEY DISK
 AW2241_SETTING: 0 = UNSPECIFIED SETTING
 AW2241_STAMPING: BL 282
 AW2241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2241
 AW2241  HISTORY     - Date     Condition        Report By
 AW2241  HISTORY     - UNK      MONUMENTED       USE
 AW2241  HISTORY     - 1943     GOOD             NGS
 AW2241  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW2241  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2241  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2241  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2241
 AW2241                          STATION DESCRIPTION
 AW2241
 AW2241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2241'6.0 MI E FROM FULSHEAR.
 AW2241'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2241'STATION AT FULSHEAR-- PROCEED 6.0 MILES EASTERLY ALONG THE RAILROAD TO
 AW2241'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE EAST OF MILEPOST 28,
 AW2241'AND 44.5 FEET NORTH OF AND ABOUT 4.0 FEET BELOW THE NORTH RAIL OF
 AW2241'TRACK.  IT IS 41.0 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE
 AW2241'CENTERLINE OF ROAD, 4.0 FEET NORTHEAST OF TELEPHONE POLE NO.995, AND
 AW2241'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.1
 AW2241'FOOT.  NOTE-- BENCH MARK IS ALSO 6.85 MILES WEST OF CLODINE.
 AW2241
 AW2241                          STATION RECOVERY (1971)
 AW2241
 AW2241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW2241'MARK NOT FOUND.
 AW2241
 AW2241                          STATION RECOVERY (1978)
 AW2241
 AW2241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2241'NOT RECOVERED.
 AW2241
 AW2241                          STATION RECOVERY (1987)
 AW2241
 AW2241'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW2241'MARK NOT FOUND.
 AW2241
 AW2241                          STATION RECOVERY (2004)
 AW2241
 AW2241'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2244 ***********************************************************************
 AW2244  DESIGNATION -  BL 284 USE
 AW2244  PID         -  AW2244
 AW2244  STATE/COUNTY-  TX/FORT BEND
 AW2244  USGS QUAD   -  RICHMOND NE (1980)
 AW2244
 AW2244                         *CURRENT SURVEY CONTROL
 AW2244  ___________________________________________________________________
 AW2244* NAD 83(1986)-  29 41 48.     (N)    095 48 58.     (W)     SCALED    
 AW2244* NAVD 88     -        37.97   (+/-2cm)     124.6    (feet)  VERTCON   
 AW2244  ___________________________________________________________________
 AW2244  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2244
 AW2244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2244
 AW2244.The horizontal coordinates were scaled from a topographic map and have
 AW2244.an estimated accuracy of +/- 6 seconds.
 AW2244
 AW2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2244.The vertical order pertains to the NGVD 29 superseded value.
 AW2244
 AW2244.The geoid height was determined by GEOID03.
 AW2244
 AW2244;                    North         East    Units  Estimated Accuracy
 AW2244;SPC TXSC     - 4,210,700.      908,060.      MT  (+/- 180 meters Scaled)
 AW2244
 AW2244                          SUPERSEDED SURVEY CONTROL
 AW2244
 AW2244  NGVD 29 (??/??/92)   37.961  (m)          124.54   (f) ADJ UNCH    2 0
 AW2244
 AW2244.Superseded values are not recommended for survey control.
 AW2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2244.See file dsdata.txt to determine how the superseded data were derived.
 AW2244
 AW2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN275884(NAD 83)
 AW2244_MARKER: DD = SURVEY DISK
 AW2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2244_STAMPING: BL 284
 AW2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2244+STABILITY: SURFACE MOTION
 AW2244
 AW2244  HISTORY     - Date     Condition        Report By
 AW2244  HISTORY     - UNK      MONUMENTED       USE
 AW2244  HISTORY     - 1943     GOOD             NGS
 AW2244  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW2244  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2244  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2244
 AW2244                          STATION DESCRIPTION
 AW2244
 AW2244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2244'4.95 MI E FROM FULSHEAR.
 AW2244'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2244'STATION AT FULSHEAR-- PROCEED 4.95 MILES EASTERLY ALONG THE RAILROAD
 AW2244'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.45 MILE EAST OF MILEPOST
 AW2244'29, AND 45.3 FEET NORTH OF AND ABOUT 3.0 FEET BELOW THE NORTH RAIL OF
 AW2244'TRACK.  IT IS 40.5 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE
 AW2244'CENTERLINE OF ROAD, 3.4 FEET NORTH WEST OF A TELEPHONE POLE, AND 3.8
 AW2244'FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AW2244'FOOT.
 AW2244
 AW2244                          STATION RECOVERY (1971)
 AW2244
 AW2244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW2244'MARK NOT FOUND.
 AW2244
 AW2244                          STATION RECOVERY (1978)
 AW2244
 AW2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2244'NOT RECOVERED.  NOTE=THERE IS NOW A DRAINAGE DITCH AT DESCRIBED
 AW2244'LOCATION.
 AW2244
 AW2244                          STATION RECOVERY (2004)
 AW2244
 AW2244'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6961 ***********************************************************************
 AW6961  DESIGNATION -  BL 284 USE 1952
 AW6961  PID         -  AW6961
 AW6961  STATE/COUNTY-  TX/FORT BEND
 AW6961  USGS QUAD   -  RICHMOND NE (1980)
 AW6961
 AW6961                         *CURRENT SURVEY CONTROL
 AW6961  ___________________________________________________________________
 AW6961* NAD 83(1993)-  29 41 48.85560(N)    095 49 02.82409(W)     ADJUSTED  
 AW6961* NAVD 88     -        37.97   (+/-2cm)     124.6    (feet)  VERTCON   
 AW6961  ___________________________________________________________________
 AW6961  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AW6961  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW6961
 AW6961  HORZ ORDER  -  SECOND
 AW6961  VERT ORDER  -  THIRD ? (See Below)
 AW6961
 AW6961.The horizontal coordinates were established by classical geodetic methods
 AW6961.and adjusted by the National Geodetic Survey in February 1996..
 AW6961
 AW6961.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6961.The vertical order pertains to the NGVD 29 superseded value.
 AW6961
 AW6961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6961
 AW6961.The geoid height was determined by GEOID03.
 AW6961
 AW6961;                    North         East     Units Scale Factor Converg.
 AW6961;SPC TXSC     - 4,210,724.130   907,927.138   MT  0.99988313   +1 33 33.0
 AW6961;SPC TXSC     -13,814,684.08  2,978,757.62   sFT  0.99988313   +1 33 33.0
 AW6961;UTM  15      - 3,288,522.991   227,385.061   MT  1.00051708   -1 23 48.0
 AW6961
 AW6961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6961!SPC TXSC     -   0.99999835  x   0.99988313  =   0.99988148
 AW6961!UTM  15      -   0.99999835  x   1.00051708  =   1.00051543
 AW6961
 AW6961                          SUPERSEDED SURVEY CONTROL
 AW6961
 AW6961  NAD 83(1986)-  29 41 48.87015(N)    095 49 02.80663(W) AD(       ) 2
 AW6961  NAD 27      -  29 41 48.02659(N)    095 49 01.98169(W) AD(       ) 2
 AW6961  NGVD 29 (07/19/86)   37.96   (m)          124.5    (f) LEVELING    3  
 AW6961
 AW6961.Superseded values are not recommended for survey control.
 AW6961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6961.See file dsdata.txt to determine how the superseded data were derived.
 AW6961
 AW6961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2738588523(NAD 83)
 AW6961_MARKER: DD = SURVEY DISK
 AW6961_SETTING: 0 = UNSPECIFIED SETTING
 AW6961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6961
 AW6961  HISTORY     - Date     Condition        Report By
 AW6961  HISTORY     - 1952     MONUMENTED       USE
 AW6961  HISTORY     - 1968     GOOD             HLPCO
 AW6961  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW6961  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW6961  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW6961
 AW6961                          STATION DESCRIPTION
 AW6961
 AW6961'DESCRIBED BY US ENGINEERS 1952
 AW6961'USED DISK BL-284 IS 46 FEET NORTH OF THE NORTH
 AW6961'RAIL OF THE SOUTHERN PACIFIC RAILROAD TRACKS, 41 FEET SOUTH
 AW6961'OF THE CENTER OF FARM ROAD 1093 AND 3 FEET WEST OF A WITNESS
 AW6961'POST.  IT PROJECTS 2 INCHES AND IS STAMPED BL-284.
 AW6961'
 AW6961'TO REACH THE STATION FROM THE POST OFFICE IN KATY GO WEST
 AW6961'FOR 0.05 MILE TO A CROSSTREET, TURN LEFT AND GO SOUTH FOR
 AW6961'0.15 MILE TO U.S. HIGHWAY 90, TURN RIGHT AND GO WEST ON
 AW6961'U.S. HIGHWAY 90 FOR 0.4 MILE TO THE JUNCTION WITH FARM ROAD
 AW6961'1463, TURN LEFT AND FOLLOW FARM ROAD 1463 SOUTH FOR 7.3 MILES
 AW6961'TO CROSSROADS AND JUNCTION, WITH FARM ROAD 1093, TURN LEFT AND
 AW6961'FOLLOW FARM ROAD 1093 EAST FOR 1.7 MILES TO USE DISK BL-284.
 AW6961
 AW6961                          STATION RECOVERY (1968)
 AW6961
 AW6961'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1968 (WGG)
 AW6961'BL-284-USE 1952-DISK IS DESTROYED WITH ITS TOP KNOCKED OFF.
 AW6961'
 AW6961'GASTON STA. 1935-FOUND IN GOOD SHAPE
 AW6961
 AW6961                          STATION RECOVERY (1995)
 AW6961
 AW6961'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6961'MARK NOT FOUND.
 AW6961
 AW6961                          STATION RECOVERY (1998)
 AW6961
 AW6961'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6961'MARK NOT FOUND.
 AW6961
 AW6961                          STATION RECOVERY (2004)
 AW6961
 AW6961'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2245 ***********************************************************************
 AW2245  DESIGNATION -  BL 285 USE
 AW2245  PID         -  AW2245
 AW2245  STATE/COUNTY-  TX/FORT BEND
 AW2245  USGS QUAD   -  RICHMOND NE (1980)
 AW2245
 AW2245                         *CURRENT SURVEY CONTROL
 AW2245  ___________________________________________________________________
 AW2245* NAD 83(1986)-  29 41 46.     (N)    095 49 30.     (W)     SCALED    
 AW2245* NAVD 88     -        38.92   (+/-2cm)     127.7    (feet)  VERTCON   
 AW2245  ___________________________________________________________________
 AW2245  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW2245
 AW2245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2245
 AW2245.The horizontal coordinates were scaled from a topographic map and have
 AW2245.an estimated accuracy of +/- 6 seconds.
 AW2245
 AW2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2245.The vertical order pertains to the NGVD 29 superseded value.
 AW2245
 AW2245.The geoid height was determined by GEOID03.
 AW2245
 AW2245;                    North         East    Units  Estimated Accuracy
 AW2245;SPC TXSC     - 4,210,620.      907,200.      MT  (+/- 180 meters Scaled)
 AW2245
 AW2245                          SUPERSEDED SURVEY CONTROL
 AW2245
 AW2245  NGVD 29 (??/??/92)   38.917  (m)          127.68   (f) ADJ UNCH    2 0
 AW2245
 AW2245.Superseded values are not recommended for survey control.
 AW2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2245.See file dsdata.txt to determine how the superseded data were derived.
 AW2245
 AW2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN266884(NAD 83)
 AW2245_MARKER: DD = SURVEY DISK
 AW2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2245_STAMPING: BL 285
 AW2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2245+STABILITY: SURFACE MOTION
 AW2245
 AW2245  HISTORY     - Date     Condition        Report By
 AW2245  HISTORY     - UNK      MONUMENTED       USE
 AW2245  HISTORY     - 1943     GOOD             NGS
 AW2245  HISTORY     - 1954     MARK NOT FOUND   USGS
 AW2245  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2245  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2245
 AW2245                          STATION DESCRIPTION
 AW2245
 AW2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2245'4.45 MI E FROM FULSHEAR.
 AW2245'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2245'STATION AT FULSHEAR-- PROCEED 4.45 MILES EASTERLY ALONG THE RAILROAD
 AW2245'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.05 MILE WEST OF MILEPOST
 AW2245'29, AND 45.0 FEET NORTH OF AND ABOUT 3.0 FEET BELOW THE NORTH RAIL OF
 AW2245'TRACK.  IT IS 41.7 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE
 AW2245'CENTERLINE OF ROAD, 5.0 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER
 AW2245'POST.  MONUMENT PROJECTS 0.2 FOOT.
 AW2245
 AW2245                          STATION RECOVERY (1954)
 AW2245
 AW2245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AW2245'MARK NOT FOUND.
 AW2245
 AW2245                          STATION RECOVERY (1978)
 AW2245
 AW2245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2245'NOT RECOVERED.  NOTE=THERE IS A DRAINAGE DITCH AT THIS LOCATION.
 AW2245
 AW2245                          STATION RECOVERY (2004)
 AW2245
 AW2245'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2246 ***********************************************************************
 AW2246  DESIGNATION -  BL 286 USE
 AW2246  PID         -  AW2246
 AW2246  STATE/COUNTY-  TX/FORT BEND
 AW2246  USGS QUAD   -  RICHMOND NE (1980)
 AW2246
 AW2246                         *CURRENT SURVEY CONTROL
 AW2246  ___________________________________________________________________
 AW2246* NAD 83(1986)-  29 41 43.     (N)    095 50 01.     (W)     SCALED    
 AW2246* NAVD 88     -        39.28   (+/-2cm)     128.9    (feet)  VERTCON   
 AW2246  ___________________________________________________________________
 AW2246  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW2246
 AW2246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2246
 AW2246.The horizontal coordinates were scaled from a topographic map and have
 AW2246.an estimated accuracy of +/- 6 seconds.
 AW2246
 AW2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2246.The vertical order pertains to the NGVD 29 superseded value.
 AW2246
 AW2246.The geoid height was determined by GEOID03.
 AW2246
 AW2246;                    North         East    Units  Estimated Accuracy
 AW2246;SPC TXSC     - 4,210,500.      906,370.      MT  (+/- 180 meters Scaled)
 AW2246
 AW2246                          SUPERSEDED SURVEY CONTROL
 AW2246
 AW2246  NGVD 29 (??/??/92)   39.270  (m)          128.84   (f) ADJ UNCH    2 0
 AW2246
 AW2246.Superseded values are not recommended for survey control.
 AW2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2246.See file dsdata.txt to determine how the superseded data were derived.
 AW2246
 AW2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN258883(NAD 83)
 AW2246_MARKER: DB = BENCH MARK DISK
 AW2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2246_STAMPING: BL 286
 AW2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2246+STABILITY: SURFACE MOTION
 AW2246
 AW2246  HISTORY     - Date     Condition        Report By
 AW2246  HISTORY     - UNK      MONUMENTED       USE
 AW2246  HISTORY     - 1943     GOOD             NGS
 AW2246  HISTORY     - 1971     MARK NOT FOUND   USGS
 AW2246  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2246  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2246
 AW2246                          STATION DESCRIPTION
 AW2246
 AW2246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2246'3.95 MI E FROM FULSHEAR.
 AW2246'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2246'STATION AT FULSHEAR-- PROCEED 3.95 MILES EASTERLY ALONG THE RAILROAD
 AW2246'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.45 MILE EAST OF MILEPOST
 AW2246'30, AND 46.0 FEET NORTH OF AND ABOUT 3.5 FEET BELOW THE NORTH RAIL OF
 AW2246'TRACK.  IT IS 42.5 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE
 AW2246'CENTERLINE OF ROAD, 4.0 FEET NORTHWEST OF A TELEPHONE POLE NUMBERED
 AW2246'L-28, AND 3.4 FEET EAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT
 AW2246'PROJECTS 0.2 FOOT.
 AW2246
 AW2246                          STATION RECOVERY (1971)
 AW2246
 AW2246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW2246'MARK NOT FOUND.
 AW2246
 AW2246                          STATION RECOVERY (1978)
 AW2246
 AW2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2246'NOT RECOVERED.  NOTE=THERE IS A DRAINAGE DITCH AT DESCRIBED LOCATION.
 AW2246
 AW2246                          STATION RECOVERY (2004)
 AW2246
 AW2246'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2247 ***********************************************************************
 AW2247  DESIGNATION -  BL 287 USE
 AW2247  PID         -  AW2247
 AW2247  STATE/COUNTY-  TX/FORT BEND
 AW2247  USGS QUAD   -  RICHMOND NE (1980)
 AW2247
 AW2247                         *CURRENT SURVEY CONTROL
 AW2247  ___________________________________________________________________
 AW2247* NAD 83(1986)-  29 41 40.     (N)    095 50 42.     (W)     SCALED    
 AW2247* NAVD 88     -        40.07   (+/-2cm)     131.5    (feet)  VERTCON   
 AW2247  ___________________________________________________________________
 AW2247  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2247
 AW2247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2247
 AW2247.The horizontal coordinates were scaled from a topographic map and have
 AW2247.an estimated accuracy of +/- 6 seconds.
 AW2247
 AW2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2247.The vertical order pertains to the NGVD 29 superseded value.
 AW2247
 AW2247.The geoid height was determined by GEOID03.
 AW2247
 AW2247;                    North         East    Units  Estimated Accuracy
 AW2247;SPC TXSC     - 4,210,380.      905,270.      MT  (+/- 180 meters Scaled)
 AW2247
 AW2247                          SUPERSEDED SURVEY CONTROL
 AW2247
 AW2247  NGVD 29 (??/??/92)   40.063  (m)          131.44   (f) ADJ UNCH    2 0
 AW2247
 AW2247.Superseded values are not recommended for survey control.
 AW2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2247.See file dsdata.txt to determine how the superseded data were derived.
 AW2247
 AW2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN247883(NAD 83)
 AW2247_MARKER: DD = SURVEY DISK
 AW2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2247_STAMPING: BL 287
 AW2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2247+STABILITY: SURFACE MOTION
 AW2247
 AW2247  HISTORY     - Date     Condition        Report By
 AW2247  HISTORY     - UNK      MONUMENTED       USE
 AW2247  HISTORY     - 1943     GOOD             NGS
 AW2247  HISTORY     - 1954     MARK NOT FOUND   USGS
 AW2247  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2247  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2247
 AW2247                          STATION DESCRIPTION
 AW2247
 AW2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2247'3.25 MI E FROM FULSHEAR.
 AW2247'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC RAILROAD
 AW2247'STATION AT FULSHEAR-- PROCEED 3.25 MILES EASTERLY ALONG THE RAILROAD
 AW2247'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE WEST OF MILEPOST
 AW2247'30, ABOUT 155.0 FEET WEST OF SIGNPOST FLEWELLEN, AND 45.0 FEET
 AW2247'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD INTERSECTION.  IT IS 45.0
 AW2247'FEET NORTH OF AND ABOUT 3.5 FEET BELOW THE NORTH RAIL OF TRACK, 45.5
 AW2247'FEET SOUTH OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE OF ROAD
 AW2247'PARALLELING THE TRACK, 16.0 FEET EAST OF THE CENTERLINE OF NORTH AND
 AW2247'SOUTH ROAD, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST. NOTE--
 AW2247'BENCH MARK IS ALSO 7.55 MILES SOUTH OF KATY.
 AW2247
 AW2247                          STATION RECOVERY (1954)
 AW2247
 AW2247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AW2247'MARK NOT FOUND.
 AW2247
 AW2247                          STATION RECOVERY (1978)
 AW2247
 AW2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2247'NOT RECOVERED.
 AW2247
 AW2247                          STATION RECOVERY (2004)
 AW2247
 AW2247'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4660 ***********************************************************************
 AW4660  DESIGNATION -  BL 294 USE
 AW4660  PID         -  AW4660
 AW4660  STATE/COUNTY-  TX/FORT BEND
 AW4660  USGS QUAD   -  RICHMOND NE (1980)
 AW4660
 AW4660                         *CURRENT SURVEY CONTROL
 AW4660  ___________________________________________________________________
 AW4660* NAD 83(1986)-  29 44 29.     (N)    095 50 13.     (W)     SCALED    
 AW4660* NAVD 88     -        41.34   (+/-2cm)     135.6    (feet)  VERTCON   
 AW4660  ___________________________________________________________________
 AW4660  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW4660
 AW4660  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4660
 AW4660.The horizontal coordinates were scaled from a topographic map and have
 AW4660.an estimated accuracy of +/- 6 seconds.
 AW4660
 AW4660.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4660.The vertical order pertains to the NGVD 29 superseded value.
 AW4660
 AW4660.The geoid height was determined by GEOID03.
 AW4660
 AW4660;                    North         East    Units  Estimated Accuracy
 AW4660;SPC TXSC     - 4,215,600.      905,910.      MT  (+/- 180 meters Scaled)
 AW4660
 AW4660                          SUPERSEDED SURVEY CONTROL
 AW4660
 AW4660  NGVD 29 (??/??/92)   41.331  (m)          135.60   (f) ADJ UNCH    1 2
 AW4660
 AW4660.Superseded values are not recommended for survey control.
 AW4660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4660.See file dsdata.txt to determine how the superseded data were derived.
 AW4660
 AW4660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN256935(NAD 83)
 AW4660_MARKER: DB = BENCH MARK DISK
 AW4660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4660_STAMPING: BL 294
 AW4660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4660+STABILITY: SURFACE MOTION
 AW4660
 AW4660  HISTORY     - Date     Condition        Report By
 AW4660  HISTORY     - UNK      MONUMENTED       USE
 AW4660  HISTORY     - 1943     GOOD             NGS
 AW4660  HISTORY     - 1973     POOR             NGS
 AW4660  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW4660
 AW4660                          STATION DESCRIPTION
 AW4660
 AW4660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4660'3.85 MI S FROM KATY.
 AW4660'TO REACH FROM THE MISSOURI-KANSAS-TEXAS RAILROAD STATION AT KATY--
 AW4660'PROCEED 3.85 MILES SOUTHERLY ALONG THE KATY-ROSENBERG ROAD TO SITE OF
 AW4660'BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF A SMALL FRAME
 AW4660'HOUSE, AND ABOUT 110.0 FEET NORTH OF POWER POLE NO.318.  IT IS 31.0
 AW4660'FEET WEST OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF ROAD, 1.8 FEET
 AW4660'WEST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTH OF A 4X4-INCH
 AW4660'WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AW4660
 AW4660                          STATION RECOVERY (1973)
 AW4660
 AW4660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4660'MARK RECOVERED IN POOR CONDITION.
 AW4660
 AW4660                          STATION RECOVERY (1998)
 AW4660
 AW4660'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0094 ***********************************************************************
 CE0094  DESIGNATION -  BL 3
 CE0094  PID         -  CE0094
 CE0094  STATE/COUNTY-  TX/EL PASO
 CE0094  USGS QUAD   -  EL PASO (1997)
 CE0094
 CE0094                         *CURRENT SURVEY CONTROL
 CE0094  ___________________________________________________________________
 CE0094* NAD 83(1986)-  31 50 40.     (N)    106 23 11.     (W)     SCALED    
 CE0094* NAVD 88     -      1193.243  (meters)    3914.83   (feet)  POSTED    
 CE0094  ___________________________________________________________________
 CE0094  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0094  DYNAMIC HT  -        1191.420 (meters)    3908.85  (feet)  COMP
 CE0094  MODELED GRAV-     979,073.9   (mgal)                       NAVD 88
 CE0094
 CE0094  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0094
 CE0094.The horizontal coordinates were scaled from a topographic map and have
 CE0094.an estimated accuracy of +/- 6 seconds.
 CE0094
 CE0094.The orthometric height was determined by differential leveling
 CE0094.and adjusted by the National Geodetic Survey in 1992..
 CE0094.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0094.rate of 0.0 thru 1.0 mm/km.
 CE0094
 CE0094.The geoid height was determined by GEOID03.
 CE0094
 CE0094.The dynamic height is computed by dividing the NAVD 88
 CE0094.geopotential number by the normal gravity value computed on the
 CE0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0094.degrees latitude (g = 980.6199 gals.).
 CE0094
 CE0094.The modeled gravity was interpolated from observed gravity values.
 CE0094
 CE0094;                    North         East    Units  Estimated Accuracy
 CE0094;SPC TX C     - 3,257,010.      127,350.      MT  (+/- 180 meters Scaled)
 CE0094
 CE0094                          SUPERSEDED SURVEY CONTROL
 CE0094
 CE0094  NGVD 29 (??/??/92) 1192.703  (m)         3913.06   (f) ADJ UNCH    1 2
 CE0094
 CE0094.Superseded values are not recommended for survey control.
 CE0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0094.See file dsdata.txt to determine how the superseded data were derived.
 CE0094
 CE0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR688240(NAD 83)
 CE0094_MARKER: DD = SURVEY DISK
 CE0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0094_STAMPING: ALBUQUERQUE DISTRICT B L 3 - 40 + 00 1954 B A F B
 CE0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0094+STABILITY: SURFACE MOTION
 CE0094
 CE0094  HISTORY     - Date     Condition        Report By
 CE0094  HISTORY     - 1954     MONUMENTED       DOD
 CE0094  HISTORY     - 1954     GOOD             NGS
 CE0094  HISTORY     - 1955     GOOD             DOD
 CE0094
 CE0094                          STATION DESCRIPTION
 CE0094
 CE0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CE0094'11.25 MI NE FROM EL PASO.
 CE0094'9.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0094'STATION AT EL PASO, THENCE 1.35 MILES SOUTHEAST ALONG A DIM TRACK
 CE0094'ROAD, THENCE 0.9 MILE NORTHEAST ALONG A TRACK ROAD, 300 FEET NORTHWEST
 CE0094'OF THE NORTHWEST EDGE OF A RUNWAY AT BIGGS AIR FORCE BASE, 110 FEET
 CE0094'SOUTHWEST OF THE 8000 FOOT AIR STRIP MARKER, SET IN THE TOP OF A
 CE0094'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.  BETWEEN 2
 CE0094'STEEL RODS WHICH ARE PAINTED WHITE.
 CE0094
 CE0094                          STATION RECOVERY (1955)
 CE0094
 CE0094'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1955
 CE0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3947 ***********************************************************************
 AW3947  DESIGNATION -  BL 30 USE
 AW3947  PID         -  AW3947
 AW3947  STATE/COUNTY-  TX/BRAZORIA
 AW3947  USGS QUAD   -  LIVERPOOL (1963)
 AW3947
 AW3947                         *CURRENT SURVEY CONTROL
 AW3947  ___________________________________________________________________
 AW3947* NAD 83(1986)-  29 19 21.     (N)    095 17 32.     (W)     SCALED    
 AW3947* NAVD 88     -         7.89   (+/-2cm)      25.9    (feet)  VERTCON   
 AW3947  ___________________________________________________________________
 AW3947  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW3947
 AW3947  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3947
 AW3947.The horizontal coordinates were scaled from a topographic map and have
 AW3947.an estimated accuracy of +/- 6 seconds.
 AW3947
 AW3947.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3947.The vertical order pertains to the NGVD 29 superseded value.
 AW3947
 AW3947.The geoid height was determined by GEOID03.
 AW3947
 AW3947;                    North         East    Units  Estimated Accuracy
 AW3947;SPC TXSC     - 4,170,750.      960,050.      MT  (+/- 180 meters Scaled)
 AW3947
 AW3947                          SUPERSEDED SURVEY CONTROL
 AW3947
 AW3947  NGVD 29 (??/??/92)    7.89   (m)           25.9    (f) COMPUTED    2 0
 AW3947
 AW3947.Superseded values are not recommended for survey control.
 AW3947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3947.See file dsdata.txt to determine how the superseded data were derived.
 AW3947
 AW3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN774458(NAD 83)
 AW3947_MARKER: DD = SURVEY DISK
 AW3947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3947_STAMPING: B L 30
 AW3947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3947+STABILITY: SURFACE MOTION
 AW3947
 AW3947  HISTORY     - Date     Condition        Report By
 AW3947  HISTORY     - UNK      MONUMENTED       USE
 AW3947  HISTORY     - 1942     GOOD             NGS
 AW3947  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW3947
 AW3947                          STATION DESCRIPTION
 AW3947
 AW3947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW3947'2.0 MI NW FROM LIVERPOOL.
 AW3947'TO REACH FROM THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION AT
 AW3947'LIVERPOOL, PROCEED 2.0 MILES NORTHWEST ALONG A SHELL ROAD TO THE
 AW3947'INTERSECTION OF STATE HIGHWAY NO.35 AND SITE OF BENCH MARK.  BENCH
 AW3947'MARK IS ABOUT 195.0 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY.  IT
 AW3947'IS 54.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AW3947'CENTERLINE OF SHELL ROAD, 2.0 FEET SOUTHWEST OF THE RIGHT OF WAY
 AW3947'FENCE.  MONUMENT IS 2.0 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN
 AW3947'MARKER POST AND PROJECTS 0.5 FOOT, AND SET IN A CONCRETE POST.
 AW3947
 AW3947                          STATION RECOVERY (2004)
 AW3947
 AW3947'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3403 ***********************************************************************
 AW3403  DESIGNATION -  BL 333 USE
 AW3403  PID         -  AW3403
 AW3403  STATE/COUNTY-  TX/HARRIS
 AW3403  USGS QUAD   -  HUMBLE (1995)
 AW3403
 AW3403                         *CURRENT SURVEY CONTROL
 AW3403  ___________________________________________________________________
 AW3403* NAD 83(1993)-  29 53 30.52539(N)    095 15 26.81349(W)     ADJUSTED  
 AW3403* NAVD 88     -        17.88   (+/-2cm)      58.7    (feet)  VERTCON   
 AW3403  ___________________________________________________________________
 AW3403  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW3403  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW3403
 AW3403  HORZ ORDER  -  SECOND
 AW3403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3403
 AW3403.The horizontal coordinates were established by classical geodetic methods
 AW3403.and adjusted by the National Geodetic Survey in February 1996..
 AW3403
 AW3403.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3403.The vertical order pertains to the NGVD 29 superseded value.
 AW3403
 AW3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3403
 AW3403.The geoid height was determined by GEOID03.
 AW3403
 AW3403;                    North         East     Units Scale Factor Converg.
 AW3403;SPC TXSC     - 4,233,920.352   961,401.840   MT  0.99991034   +1 50 00.7
 AW3403;SPC TXSC     -13,890,787.02  3,154,199.20   sFT  0.99991034   +1 50 00.7
 AW3403;UTM  15      - 3,308,938.283   282,009.978   MT  1.00018633   -1 07 31.7
 AW3403
 AW3403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3403!SPC TXSC     -   1.00000149  x   0.99991034  =   0.99991183
 AW3403!UTM  15      -   1.00000149  x   1.00018633  =   1.00018782
 AW3403
 AW3403                          SUPERSEDED SURVEY CONTROL
 AW3403
 AW3403  NAD 83(1986)-  29 53 30.54038(N)    095 15 26.79494(W) AD(       ) 2
 AW3403  NAD 27      -  29 53 29.73640(N)    095 15 26.03156(W) AD(       ) 2
 AW3403  NGVD 29 (??/??/92)   17.882  (m)           58.67   (f) ADJ UNCH    2 0
 AW3403
 AW3403.Superseded values are not recommended for survey control.
 AW3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3403.See file dsdata.txt to determine how the superseded data were derived.
 AW3403
 AW3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8201008938(NAD 83)
 AW3403_MARKER: DD = SURVEY DISK
 AW3403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3403_STAMPING: B L 333
 AW3403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3403+STABILITY: SURFACE MOTION
 AW3403
 AW3403  HISTORY     - Date     Condition        Report By
 AW3403  HISTORY     - 1952     MONUMENTED       USE
 AW3403  HISTORY     - 1954     GOOD             NGS
 AW3403  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3403
 AW3403                          STATION DESCRIPTION
 AW3403
 AW3403'DESCRIBED BY US ENGINEERS 1952
 AW3403'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF THE CENTER
 AW3403'OF HOUSTON, 10 MILES SOUTH OF HUMBLE, 10 MILES WEST-NORTHWEST
 AW3403'OF SHELDON AND 0.65 MILES NORTH OF THE DEPOT IN DYERSDALE.  IT IS
 AW3403'
 AW3403'A U.S. ENGINEER DEPARTMENT MARK WAS USED FOR REFERENCE MARK NO. 2.
 AW3403'IT IS A STANDARD U.S. ENGINEER DEPARTMENT MARK DISK SET IN THE
 AW3403'TOP OF A CONCRETE POST WHICH WAS MOLDED FROM A 6 INCH STOVE PIPE.
 AW3403'IT IS STAMPED BL 333 AND PROJECTS 2 INCHES.
 AW3403
 AW3403                          STATION RECOVERY (1954)
 AW3403
 AW3403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AW3403'0.65 MI N FROM DYERSDALE.
 AW3403'0.65 MILE NORTH ALONG FARM ROAD 527 FROM THE BEAUMONT, SOUR LAKE AND
 AW3403'WESTERN RAILROAD STATION AT DYERSDALE, 103.0 FEET NORTHEAST OF THE
 AW3403'CENTER LINE OF THE FARM ROAD, 87.8 FEET NORTHEAST OF TRIANGULATION
 AW3403'STATION DYERS 1952, 37 FEET EAST OF A POWER POLE, 29.5 FEET NORTH OF
 AW3403'THE CENTER LINE OF MT. HOUSTON ROAD, 11 FEET WEST OF THE CENTER LINE
 AW3403'OF A DRIVEWAY, 6 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 AW3403'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE-- DUE TO THE
 AW3403'CONSTRUCTION OF A DRAINAGE DITCH ON THE NORTH SIDE OF THE EAST-WEST
 AW3403'ROAD THE MARK HAS EVIDENTLY BEEN DESTROYED.
 AW3403
 AW3403                          STATION RECOVERY (1973)
 AW3403
 AW3403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0392 ***********************************************************************
 AW0392  DESIGNATION -  BL 352
 AW0392  PID         -  AW0392
 AW0392  STATE/COUNTY-  TX/HARRIS
 AW0392  USGS QUAD   -  JACINTO CITY (1982)
 AW0392
 AW0392                         *CURRENT SURVEY CONTROL
 AW0392  ___________________________________________________________________
 AW0392* NAD 83(1993)-  29 52 05.53853(N)    095 07 42.01575(W)     ADJUSTED  
 AW0392* NAVD 88     -        13.257  (meters)      43.49   (feet)  ADJUSTED  
 AW0392  ___________________________________________________________________
 AW0392  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW0392  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0392  DYNAMIC HT  -          13.239 (meters)      43.44  (feet)  COMP
 AW0392  MODELED GRAV-     979,297.4   (mgal)                       NAVD 88
 AW0392
 AW0392  HORZ ORDER  -  SECOND
 AW0392  VERT ORDER  -  FIRST     CLASS I
 AW0392
 AW0392.The horizontal coordinates were established by classical geodetic methods
 AW0392.and adjusted by the National Geodetic Survey in February 1996..
 AW0392
 AW0392.The orthometric height was determined by differential leveling
 AW0392.and adjusted by the National Geodetic Survey in June 1991..
 AW0392
 AW0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0392
 AW0392.The geoid height was determined by GEOID03.
 AW0392
 AW0392.The dynamic height is computed by dividing the NAVD 88
 AW0392.geopotential number by the normal gravity value computed on the
 AW0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0392.degrees latitude (g = 980.6199 gals.).
 AW0392
 AW0392.The modeled gravity was interpolated from observed gravity values.
 AW0392
 AW0392;                    North         East     Units Scale Factor Converg.
 AW0392;SPC TXSC     - 4,231,710.985   973,951.603   MT  0.99990642   +1 53 48.4
 AW0392;SPC TXSC     -13,883,538.46  3,195,372.88   sFT  0.99990642   +1 53 48.4
 AW0392;UTM  15      - 3,306,083.536   294,432.052   MT  1.00012141   -1 03 37.1
 AW0392
 AW0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0392!SPC TXSC     -   1.00000221  x   0.99990642  =   0.99990862
 AW0392!UTM  15      -   1.00000221  x   1.00012141  =   1.00012362
 AW0392
 AW0392                          SUPERSEDED SURVEY CONTROL
 AW0392
 AW0392  NAD 83(1986)-  29 52 05.55397(N)    095 07 41.99747(W) AD(       ) 2
 AW0392  NAD 27      -  29 52 04.74913(N)    095 07 41.24700(W) AD(       ) 2
 AW0392  NGVD 29 (12/23/87)   13.255  (m)           43.49   (f) ADJUSTED    1 1
 AW0392
 AW0392.Superseded values are not recommended for survey control.
 AW0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0392.See file dsdata.txt to determine how the superseded data were derived.
 AW0392
 AW0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9443206084(NAD 83)
 AW0392_MARKER: DD = SURVEY DISK
 AW0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0392_SP_SET: CONCRETE POST
 AW0392_STAMPING: BL 352
 AW0392_MARK LOGO: USE   
 AW0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0392+STABILITY: SURFACE MOTION
 AW0392
 AW0392  HISTORY     - Date     Condition        Report By
 AW0392  HISTORY     - 1952     MONUMENTED       USE
 AW0392  HISTORY     - 1972     GOOD             NGS
 AW0392  HISTORY     - 1978     GOOD             NGS
 AW0392  HISTORY     - 1978     GOOD             DOD
 AW0392  HISTORY     - 1983     GOOD             NGS
 AW0392  HISTORY     - 1986     GOOD             NGS
 AW0392  HISTORY     - 1987     GOOD             USPSQD
 AW0392  HISTORY     - 1987     GOOD             USPSQD
 AW0392  HISTORY     - 1988     GOOD             USPSQD
 AW0392  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW0392
 AW0392                          STATION DESCRIPTION
 AW0392
 AW0392'DESCRIBED BY US ENGINEERS 1952
 AW0392'THE STATION IS LOCATED NEAR THE SOUTHWEST EDGE OF THE SMALL
 AW0392'TOWN OF SHELDON.  IT IS ABOUT 0.05 MILE WEST OF A CROSSROAD,
 AW0392'77 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 90, 68 FEET WEST OF
 AW0392'THE NORTHWEST CORNER OF WEAVERS GROCERY STORE AND 26 FEET SOUTH
 AW0392'OF A POWER LINE POLE.
 AW0392'
 AW0392'A TRAVERSE MEASUREMENT WAS MADE TO A U.S. ENGINEER DEPARTMENT
 AW0392'MARK.  IT IS A STANDARD U.S. ENGINEER DEPARTMENT MARK DISK SET IN
 AW0392'THE TOP OF A CONCRETE POST WHICH WAS MOLDED FROM A 6 INCH STOVE
 AW0392'PIPE.  IT IS STAMPED BL 352 AND PROJECTS 6 INCHES.  IT IS
 AW0392'LOCATED 40 FEET WEST OF THE CENTER OF A PAVED ROAD, 32 FEET NORTH
 AW0392'OF THE NORTH RAIL OF THE RAILROAD AND 3 FEET SOUTH OF A
 AW0392'TELEPHONE POLE.
 AW0392
 AW0392                          STATION RECOVERY (1972)
 AW0392
 AW0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW0392'IN SHELDON.
 AW0392'AT SHELDON, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND
 AW0392'SHELDON ROAD, 121.5 FEET NORTHWEST OF THE CENTER LINE OF US HIGHWAY
 AW0392'90, 39.4 FEET SOUTHWEST OF SHELDON ROAD, 23.6 FEET NORTHWEST OF THE
 AW0392'NORTHWEST RAIL, 3.7 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTHWEST
 AW0392'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE RAIL AND
 AW0392'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 AW0392
 AW0392                          STATION RECOVERY (1978)
 AW0392
 AW0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0392'RECOVERED IN GOOD CONDITION.
 AW0392
 AW0392                          STATION RECOVERY (1978)
 AW0392
 AW0392'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0392'RECOVERED IN GOOD CONDITION.
 AW0392
 AW0392                          STATION RECOVERY (1983)
 AW0392
 AW0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0392'RECOVERED IN GOOD CONDITION.
 AW0392
 AW0392                          STATION RECOVERY (1986)
 AW0392
 AW0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0392'RECOVERED IN GOOD CONDITION.
 AW0392
 AW0392                          STATION RECOVERY (1987)
 AW0392
 AW0392'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0392'RECOVERED IN GOOD CONDITION.
 AW0392
 AW0392                          STATION RECOVERY (1987)
 AW0392
 AW0392'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0392'RECOVERED IN GOOD CONDITION.
 AW0392
 AW0392                          STATION RECOVERY (1988)
 AW0392
 AW0392'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0392'RECOVERED IN GOOD CONDITION.
 AW0392
 AW0392                          STATION RECOVERY (1998)
 AW0392
 AW0392'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6422 ***********************************************************************
 AW6422  DESIGNATION -  BL 374 USE 1968
 AW6422  PID         -  AW6422
 AW6422  STATE/COUNTY-  TX/HARRIS
 AW6422  USGS QUAD   -  FRIENDSWOOD (1995)
 AW6422
 AW6422                         *CURRENT SURVEY CONTROL
 AW6422  ___________________________________________________________________
 AW6422* NAD 83(1993)-  29 35 46.47915(N)    095 14 52.34885(W)     ADJUSTED  
 AW6422* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AW6422  ___________________________________________________________________
 AW6422  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6422  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW6422
 AW6422  HORZ ORDER  -  SECOND
 AW6422
 AW6422.The horizontal coordinates were established by classical geodetic methods
 AW6422.and adjusted by the National Geodetic Survey in February 1996..
 AW6422
 AW6422.The orthometric height was scaled from a topographic map.
 AW6422
 AW6422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6422
 AW6422.The geoid height was determined by GEOID03.
 AW6422
 AW6422;                    North         East     Units Scale Factor Converg.
 AW6422;SPC TXSC     - 4,201,207.236   963,376.837   MT  0.99987361   +1 50 17.6
 AW6422;SPC TXSC     -13,783,460.74  3,160,678.84   sFT  0.99987361   +1 50 17.6
 AW6422;UTM  15      - 3,276,157.160   282,296.640   MT  1.00018482   -1 06 38.3
 AW6422
 AW6422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6422!SPC TXSC     -   1.00000206  x   0.99987361  =   0.99987567
 AW6422!UTM  15      -   1.00000206  x   1.00018482  =   1.00018688
 AW6422
 AW6422                          SUPERSEDED SURVEY CONTROL
 AW6422
 AW6422  NAD 83(1986)-  29 35 46.49337(N)    095 14 52.32827(W) AD(       ) 2
 AW6422  NAD 27      -  29 35 45.65721(N)    095 14 51.55915(W) AD(       ) 2
 AW6422
 AW6422.Superseded values are not recommended for survey control.
 AW6422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6422.See file dsdata.txt to determine how the superseded data were derived.
 AW6422
 AW6422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8229776157(NAD 83)
 AW6422_MARKER: DD = SURVEY DISK
 AW6422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6422+STABILITY: SURFACE MOTION
 AW6422
 AW6422  HISTORY     - Date     Condition        Report By
 AW6422  HISTORY     - 1968     MONUMENTED       USE
 AW6422
 AW6422                          STATION DESCRIPTION
 AW6422
 AW6422'DESCRIBED BY US ENGINEERS 1968 (JLC)
 AW6422'THE STATION IS IN THE SOUTHEAST EDGE OF HOUSTON, ABOUT 3 MILES
 AW6422'SOUTH AND 1-1/2 MILES EAST OF HOBBY INTERNATIONAL AIRPORT, ABOUT
 AW6422'2-1/2 MILES NORTH AND 2 MILES EAST OF PEARLAND, ABOUT 2 MILES EAST
 AW6422'OF A POINT WHERE STATE HIGHWAY 35 CROSSES OVER CLEAR CREEK AND ON
 AW6422'THE PROPERTY OF MR. W.B. NELSON.
 AW6422'
 AW6422'TO REACH FROM THE JUNCTION OF ALMEDA-GENOA ROAD AND TELEPHONE ROAD
 AW6422'(STATE HIGHWAY 35), GO SOUTH ON TELEPHONE ROAD FOR 1.2 MILES TO
 AW6422'A SIDE ROAD LEFT.  TURN LEFT AND GO EAST, SOUTH, EAST AND SOUTHEAST
 AW6422'ON A SHELL ROAD (HALL ROAD) FOR 2.25 MILES TO A SIDE ROAD LEFT
 AW6422'AND SOME TIN BARNS ON THE LEFT.  CONTINUE AHEAD SOUTHEAST FOR
 AW6422'0.15 MILE TO A CORRAL ON THE RIGHT AND THE STATION JUST SOUTHEAST
 AW6422'OF THE CORRAL.
 AW6422'
 AW6422'THE STATION IS A U.S. ENGINEERING DEPT. DISK STAMPED BL 374 SET IN
 AW6422'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 6 INCHES IN
 AW6422'DIAMETER AND PROJECTING 4 INCHES ABOVE AN IRREGULAR MASS OF
 AW6422'CONCRETE THAT IS 18 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.
 AW6422'
 AW6422'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION NELSON,
 AW6422'THE DISTANCE BEING 31.777 METERS OR 104.26 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1655 ***********************************************************************
 AW1655  DESIGNATION -  BL 444 USE
 AW1655  PID         -  AW1655
 AW1655  STATE/COUNTY-  TX/HARRIS
 AW1655  USGS QUAD   -  MORGANS POINT (1993)
 AW1655
 AW1655                         *CURRENT SURVEY CONTROL
 AW1655  ___________________________________________________________________
 AW1655* NAD 83(1986)-  29 40 42.     (N)    094 59 31.     (W)     SCALED    
 AW1655* NAVD 88     -         7.61   (+/-2cm)      25.0    (feet)  VERTCON   
 AW1655  ___________________________________________________________________
 AW1655  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1655
 AW1655  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1655
 AW1655.The horizontal coordinates were scaled from a topographic map and have
 AW1655.an estimated accuracy of +/- 6 seconds.
 AW1655
 AW1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1655.The vertical order pertains to the NGVD 29 superseded value.
 AW1655
 AW1655.The geoid height was determined by GEOID03.
 AW1655
 AW1655;                    North         East    Units  Estimated Accuracy
 AW1655;SPC TXSC     - 4,211,120.      987,840.      MT  (+/- 180 meters Scaled)
 AW1655
 AW1655                          SUPERSEDED SURVEY CONTROL
 AW1655
 AW1655  NGVD 29 (??/??/92)    7.610  (m)           24.97   (f) ADJ UNCH    1 2
 AW1655
 AW1655.Superseded values are not recommended for survey control.
 AW1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1655.See file dsdata.txt to determine how the superseded data were derived.
 AW1655
 AW1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN072848(NAD 83)
 AW1655_MARKER: DD = SURVEY DISK
 AW1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1655_STAMPING: BL 444
 AW1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1655+STABILITY: SURFACE MOTION
 AW1655
 AW1655  HISTORY     - Date     Condition        Report By
 AW1655  HISTORY     - UNK      MONUMENTED       USE
 AW1655  HISTORY     - 1973     GOOD             NGS
 AW1655  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW1655  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1655  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1655
 AW1655                          STATION DESCRIPTION
 AW1655
 AW1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1655'0.4 MI SW FROM MORGANS POINT.
 AW1655'ABOUT 0.4 MILE SOUTHWEST ALONG LA PORTE-MORGANS POINT AT MORGANS
 AW1655'POINT, MIDWAY BETWEEN HOLLY AND JAMISON STS., ABOUT 149 FEET NORTHEAST
 AW1655'OF THE CENTER LINE OF A SHELL ROAD LEADING TO MORGANS POINT CEMETERY,
 AW1655'44 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTHWEST OF
 AW1655'A POWER POLE BEARING TWO TRANSFORMERS, AND ABOUT 1 FOOT BELOW THE
 AW1655'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 AW1655'INCHES.
 AW1655
 AW1655                          STATION RECOVERY (1976)
 AW1655
 AW1655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW1655'MARK NOT FOUND.
 AW1655
 AW1655                          STATION RECOVERY (1978)
 AW1655
 AW1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1655'NOT RECOVERED.
 AW1655
 AW1655                          STATION RECOVERY (2001)
 AW1655
 AW1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1655'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2179 ***********************************************************************
 AW2179  DESIGNATION -  BL 447 USE RESET 1967
 AW2179  PID         -  AW2179
 AW2179  STATE/COUNTY-  TX/HARRIS
 AW2179  USGS QUAD   -  WARREN LAKE (1980)
 AW2179
 AW2179                         *CURRENT SURVEY CONTROL
 AW2179  ___________________________________________________________________
 AW2179* NAD 83(1986)-  29 52 48.     (N)    095 49 56.     (W)     SCALED    
 AW2179* NAVD 88     -        49.41   (+/-2cm)     162.1    (feet)  VERTCON   
 AW2179  ___________________________________________________________________
 AW2179  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW2179
 AW2179  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2179
 AW2179.The horizontal coordinates were scaled from a topographic map and have
 AW2179.an estimated accuracy of +/- 6 seconds.
 AW2179
 AW2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2179.The vertical order pertains to the NGVD 29 superseded value.
 AW2179
 AW2179.The geoid height was determined by GEOID03.
 AW2179
 AW2179;                    North         East    Units  Estimated Accuracy
 AW2179;SPC TXSC     - 4,230,970.      905,950.      MT  (+/- 180 meters Scaled)
 AW2179
 AW2179                          SUPERSEDED SURVEY CONTROL
 AW2179
 AW2179  NGVD 29 (04/06/79)   49.401  (m)          162.08   (f) ADJUSTED    1 2
 AW2179
 AW2179.Superseded values are not recommended for survey control.
 AW2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2179.See file dsdata.txt to determine how the superseded data were derived.
 AW2179
 AW2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP264088(NAD 83)
 AW2179_MARKER: DB = BENCH MARK DISK
 AW2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2179_SP_SET: CONCRETE POST
 AW2179_STAMPING: BL 447 RESET 1967
 AW2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2179+STABILITY: SURFACE MOTION
 AW2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2179+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 AW2179
 AW2179  HISTORY     - Date     Condition        Report By
 AW2179  HISTORY     - 1967     MONUMENTED       CGS
 AW2179  HISTORY     - 1978     GOOD             NGS
 AW2179  HISTORY     - 1987     GOOD             USPSQD
 AW2179  HISTORY     - 1987     GOOD             USPSQD
 AW2179  HISTORY     - 20041011 GOOD             USPSQD
 AW2179
 AW2179                          STATION DESCRIPTION
 AW2179
 AW2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2179'6.6 MI NW FROM KATY.
 AW2179'6.1 MILES NORTH ALONG KATY AND HOCKLEY ROAD FROM THE CROSSING OF
 AW2179'THE MISSOURI-KANSAS-TEXAS RAILROAD AND AVENUE D (WHICH BECOMES
 AW2179'KATY AND HOCKLEY ROAD) IN KATY, AND THENCE 0.5 MILE WEST ALONG FARM
 AW2179'ROAD (FM) 529, ABOUT 0.1 MILE SOUTH OF A HOUSE BELONGING TO DAVID N.
 AW2179'NELSON, 58 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 529, 16 FEET
 AW2179'EAST OF THE EXTENDED CENTERLINE OF THE PRIVATE DRIVE LEADING NORTH TO
 AW2179'DAVID N. NELSON HOME, AND 0.6 FOOT SOUTH OF THE SOUTH RIGHT OF WAY
 AW2179'FENCE.
 AW2179
 AW2179                          STATION RECOVERY (1987)
 AW2179
 AW2179'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2179'RECOVERED IN GOOD CONDITION.
 AW2179
 AW2179                          STATION RECOVERY (1987)
 AW2179
 AW2179'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2179'RECOVERED IN GOOD CONDITION.
 AW2179
 AW2179                          STATION RECOVERY (2004)
 AW2179
 AW2179'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2180 ***********************************************************************
 AW2180  DESIGNATION -  BL 449 USE RESET 1967
 AW2180  PID         -  AW2180
 AW2180  STATE/COUNTY-  TX/HARRIS
 AW2180  USGS QUAD   -  KATY (1980)
 AW2180
 AW2180                         *CURRENT SURVEY CONTROL
 AW2180  ___________________________________________________________________
 AW2180* NAD 83(1986)-  29 52 29.     (N)    095 50 57.     (W)     SCALED    
 AW2180* NAVD 88     -        50.85   (+/-2cm)     166.8    (feet)  VERTCON   
 AW2180  ___________________________________________________________________
 AW2180  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AW2180
 AW2180  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2180
 AW2180.The horizontal coordinates were scaled from a topographic map and have
 AW2180.an estimated accuracy of +/- 6 seconds.
 AW2180
 AW2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2180.The vertical order pertains to the NGVD 29 superseded value.
 AW2180
 AW2180.The geoid height was determined by GEOID03.
 AW2180
 AW2180;                    North         East    Units  Estimated Accuracy
 AW2180;SPC TXSC     - 4,230,340.      904,330.      MT  (+/- 180 meters Scaled)
 AW2180
 AW2180                          SUPERSEDED SURVEY CONTROL
 AW2180
 AW2180  NGVD 29 (04/06/79)   50.844  (m)          166.81   (f) ADJUSTED    1 2
 AW2180
 AW2180.Superseded values are not recommended for survey control.
 AW2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2180.See file dsdata.txt to determine how the superseded data were derived.
 AW2180
 AW2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP248083(NAD 83)
 AW2180_MARKER: DB = BENCH MARK DISK
 AW2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2180_SP_SET: CONCRETE POST
 AW2180_STAMPING: BL 449 RESET 1967
 AW2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2180+STABILITY: SURFACE MOTION
 AW2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2180+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2180
 AW2180  HISTORY     - Date     Condition        Report By
 AW2180  HISTORY     - 1967     MONUMENTED       CGS
 AW2180  HISTORY     - 1978     GOOD             NGS
 AW2180  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2180  HISTORY     - 1987     GOOD             USPSQD
 AW2180  HISTORY     - 1987     GOOD             USPSQD
 AW2180  HISTORY     - 20041014 GOOD             USPSQD
 AW2180
 AW2180                          STATION DESCRIPTION
 AW2180
 AW2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2180'7.6 MI NORTH FROM KATY.
 AW2180'6.1 MILES NORTH ALONG KATY HOCKLEY ROAD FROM THE JUNCTION OF U.S.
 AW2180'HIGHWAY 90 AND AVENUE D IN KATY, AND THENCE 1.5 MILES WEST ALONG
 AW2180'FARM ROAD (FM) 529, 59 FEET NORTH OF THE CENTERLINE OF FARM ROAD
 AW2180'529, 53 FEET WEST OF A PRIVATE ROAD LEADING NORTH, 7 FEET WEST OF A
 AW2180'POWER POLE, AND 1 FOOT NORTH OF THE NORTH RIGHT OF WAY FENCE.  NOTE=
 AW2180'THIS IS A (USE) DESIGNATION ON A NGS DISK, DISK IS SET VERY LOW IN
 AW2180'THE POST AND A CENTIMETER PLUG MAY BE NEEDED.
 AW2180
 AW2180                          STATION RECOVERY (1987)
 AW2180
 AW2180'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2180'MARK NOT FOUND.
 AW2180
 AW2180                          STATION RECOVERY (1987)
 AW2180
 AW2180'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2180'RECOVERED IN GOOD CONDITION.
 AW2180
 AW2180                          STATION RECOVERY (1987)
 AW2180
 AW2180'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2180'RECOVERED IN GOOD CONDITION.
 AW2180
 AW2180                          STATION RECOVERY (2004)
 AW2180
 AW2180'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2180'METAL WITNESS AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4557 ***********************************************************************
 AW4557  DESIGNATION -  BL 452 USE
 AW4557  PID         -  AW4557
 AW4557  STATE/COUNTY-  TX/WALLER
 AW4557  USGS QUAD   -  KATY (1980)
 AW4557
 AW4557                         *CURRENT SURVEY CONTROL
 AW4557  ___________________________________________________________________
 AW4557* NAD 83(1986)-  29 52 28.     (N)    095 52 26.     (W)     SCALED    
 AW4557* NAVD 88     -        53.85   (+/-2cm)     176.7    (feet)  VERTCON   
 AW4557  ___________________________________________________________________
 AW4557  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW4557
 AW4557  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4557
 AW4557.The horizontal coordinates were scaled from a topographic map and have
 AW4557.an estimated accuracy of +/- 6 seconds.
 AW4557
 AW4557.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4557.The vertical order pertains to the NGVD 29 superseded value.
 AW4557
 AW4557.The geoid height was determined by GEOID03.
 AW4557
 AW4557;                    North         East    Units  Estimated Accuracy
 AW4557;SPC TXSC     - 4,230,250.      901,940.      MT  (+/- 180 meters Scaled)
 AW4557
 AW4557                          SUPERSEDED SURVEY CONTROL
 AW4557
 AW4557  NGVD 29 (??/??/92)   53.836  (m)          176.63   (f) ADJ UNCH    2 0
 AW4557
 AW4557.Superseded values are not recommended for survey control.
 AW4557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4557.See file dsdata.txt to determine how the superseded data were derived.
 AW4557
 AW4557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP224083(NAD 83)
 AW4557_MARKER: DD = SURVEY DISK
 AW4557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4557_STAMPING: B L 452
 AW4557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4557+STABILITY: SURFACE MOTION
 AW4557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4557+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW4557
 AW4557  HISTORY     - Date     Condition        Report By
 AW4557  HISTORY     - UNK      MONUMENTED       USE
 AW4557  HISTORY     - 1954     GOOD             NGS
 AW4557  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW4557  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW4557  HISTORY     - 20041014 GOOD             USPSQD
 AW4557
 AW4557                          STATION DESCRIPTION
 AW4557
 AW4557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4557'9.45 MI NW FROM KATY.
 AW4557'6.45 MILES NORTH ALONG THE KATY AND HOCKLEY ROAD FROM THE MISSOURI,
 AW4557'KANSAS AND TEXAS RAILROAD OF TEXAS STATION AT KATY, THENCE 2.0 MILES
 AW4557'WEST ALONG FREEMAN ROAD, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 AW4557'ROAD, 30 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH,
 AW4557'28 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 8 FEET
 AW4557'SOUTHEAST OF A POWER POLE, 4 FEET SOUTH OF A FENCE, 2 FEET SOUTH OF A
 AW4557'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 AW4557'FOOT ABOVE THE GROUND.
 AW4557
 AW4557                          STATION RECOVERY (1978)
 AW4557
 AW4557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW4557'NOT RECOVERED.  NOTE=ROAD WAS WIDENED IN THIS AREA.
 AW4557
 AW4557                          STATION RECOVERY (1987)
 AW4557
 AW4557'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4557'MARK NOT FOUND.
 AW4557
 AW4557                          STATION RECOVERY (2004)
 AW4557
 AW4557'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4557'METAL WITNESS POST.  ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2184 ***********************************************************************
 AW2184  DESIGNATION -  BL 454 USE
 AW2184  PID         -  AW2184
 AW2184  STATE/COUNTY-  TX/WALLER
 AW2184  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2184
 AW2184                         *CURRENT SURVEY CONTROL
 AW2184  ___________________________________________________________________
 AW2184* NAD 83(1986)-  29 52 53.     (N)    095 53 26.     (W)     SCALED    
 AW2184* NAVD 88     -        54.62   (+/-2cm)     179.2    (feet)  VERTCON   
 AW2184  ___________________________________________________________________
 AW2184  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW2184
 AW2184  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2184
 AW2184.The horizontal coordinates were scaled from a topographic map and have
 AW2184.an estimated accuracy of +/- 6 seconds.
 AW2184
 AW2184.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2184.The vertical order pertains to the NGVD 29 superseded value.
 AW2184
 AW2184.The geoid height was determined by GEOID03.
 AW2184
 AW2184;                    North         East    Units  Estimated Accuracy
 AW2184;SPC TXSC     - 4,230,970.      900,310.      MT  (+/- 180 meters Scaled)
 AW2184
 AW2184                          SUPERSEDED SURVEY CONTROL
 AW2184
 AW2184  NGVD 29 (04/06/79)   54.602  (m)          179.14   (f) ADJUSTED    1 2
 AW2184
 AW2184.Superseded values are not recommended for survey control.
 AW2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2184.See file dsdata.txt to determine how the superseded data were derived.
 AW2184
 AW2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP208091(NAD 83)
 AW2184_MARKER: DD = SURVEY DISK
 AW2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2184_STAMPING: B L 454
 AW2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2184+STABILITY: SURFACE MOTION
 AW2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2184+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2184
 AW2184  HISTORY     - Date     Condition        Report By
 AW2184  HISTORY     - UNK      MONUMENTED       USE
 AW2184  HISTORY     - 1954     GOOD             NGS
 AW2184  HISTORY     - 1978     GOOD             NGS
 AW2184  HISTORY     - 20041014 GOOD             USPSQD
 AW2184
 AW2184                          STATION DESCRIPTION
 AW2184
 AW2184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2184'10.9 MI NW FROM KATY.
 AW2184'6.45 MILES NORTH ALONG THE KATY AND HOCKLEY ROAD FROM THE MISSOURI,
 AW2184'KANSAS AND TEXAS RAILROAD OF TEXAS STATION AT KATY, THENCE 2.0 MILES
 AW2184'WEST ALONG FREEMAN ROAD, THENCE 2.0 MILES WEST ALONG A GRADED DIRT
 AW2184'ROAD, THENCE 0.45 MILE NORTH ALONG A GRAVELED ROAD, 0.3 MILE SOUTH OF
 AW2184'A FARMHOUSE, 75 FEET SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE
 AW2184'ROAD LEADING WEST, 36 FEET NORTH OF A POWER POLE, 27 FEET EAST OF THE
 AW2184'CENTER LINE OF A NORTH AND SOUTH GRAVELED ROAD, 4 FEET WEST OF A
 AW2184'FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AW2184'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW2184
 AW2184                          STATION RECOVERY (1978)
 AW2184
 AW2184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2184'RECOVERED IN GOOD CONDITION.
 AW2184
 AW2184                          STATION RECOVERY (2004)
 AW2184
 AW2184'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2184'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2185 ***********************************************************************
 AW2185  DESIGNATION -  BL 455 USE
 AW2185  PID         -  AW2185
 AW2185  STATE/COUNTY-  TX/WALLER
 AW2185  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2185
 AW2185                         *CURRENT SURVEY CONTROL
 AW2185  ___________________________________________________________________
 AW2185* NAD 83(1986)-  29 53 20.     (N)    095 53 48.     (W)     SCALED    
 AW2185* NAVD 88     -        54.81   (+/-2cm)     179.8    (feet)  VERTCON   
 AW2185  ___________________________________________________________________
 AW2185  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW2185
 AW2185  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2185
 AW2185.The horizontal coordinates were scaled from a topographic map and have
 AW2185.an estimated accuracy of +/- 6 seconds.
 AW2185
 AW2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2185.The vertical order pertains to the NGVD 29 superseded value.
 AW2185
 AW2185.The geoid height was determined by GEOID03.
 AW2185
 AW2185;                    North         East    Units  Estimated Accuracy
 AW2185;SPC TXSC     - 4,231,790.      899,700.      MT  (+/- 180 meters Scaled)
 AW2185
 AW2185                          SUPERSEDED SURVEY CONTROL
 AW2185
 AW2185  NGVD 29 (04/06/79)   54.794  (m)          179.77   (f) ADJUSTED    1 2
 AW2185
 AW2185.Superseded values are not recommended for survey control.
 AW2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2185.See file dsdata.txt to determine how the superseded data were derived.
 AW2185
 AW2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP202099(NAD 83)
 AW2185_MARKER: DD = SURVEY DISK
 AW2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2185_STAMPING: B L 455
 AW2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2185+STABILITY: SURFACE MOTION
 AW2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2185+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2185
 AW2185  HISTORY     - Date     Condition        Report By
 AW2185  HISTORY     - UNK      MONUMENTED       USE
 AW2185  HISTORY     - 1954     GOOD             NGS
 AW2185  HISTORY     - 1978     GOOD             NGS
 AW2185  HISTORY     - 20041014 GOOD             USPSQD
 AW2185
 AW2185                          STATION DESCRIPTION
 AW2185
 AW2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2185'11.8 MI NW FROM KATY.
 AW2185'6.45 MILES NORTH ALONG THE KATY AND HOCKLEY ROAD FROM THE MISSOURI,
 AW2185'KANSAS AND TEXAS RAILROAD OF TEXAS STATION AT KATY, THENCE 2.0 MILES
 AW2185'WEST ALONG FREEMAN ROAD, THENCE 2.0 MILES WEST ALONG A GRADED DIRT
 AW2185'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.35 MILE
 AW2185'WEST ALONG A GRAVELED ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE
 AW2185'GRAVELED ROAD, 40 FEET WEST OF A POWER POLE, 2 FEET NORTH OF A FENCE,
 AW2185'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AW2185'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW2185
 AW2185                          STATION RECOVERY (1978)
 AW2185
 AW2185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2185'RECOVERED IN GOOD CONDITION.
 AW2185
 AW2185                          STATION RECOVERY (2004)
 AW2185
 AW2185'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2186 ***********************************************************************
 AW2186  DESIGNATION -  BL 456 USE
 AW2186  PID         -  AW2186
 AW2186  STATE/COUNTY-  TX/WALLER
 AW2186  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2186
 AW2186                         *CURRENT SURVEY CONTROL
 AW2186  ___________________________________________________________________
 AW2186* NAD 83(1986)-  29 53 20.     (N)    095 54 26.     (W)     SCALED    
 AW2186* NAVD 88     -        55.72   (+/-2cm)     182.8    (feet)  VERTCON   
 AW2186  ___________________________________________________________________
 AW2186  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW2186
 AW2186  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2186
 AW2186.The horizontal coordinates were scaled from a topographic map and have
 AW2186.an estimated accuracy of +/- 6 seconds.
 AW2186
 AW2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2186.The vertical order pertains to the NGVD 29 superseded value.
 AW2186
 AW2186.The geoid height was determined by GEOID03.
 AW2186
 AW2186;                    North         East    Units  Estimated Accuracy
 AW2186;SPC TXSC     - 4,231,760.      898,680.      MT  (+/- 180 meters Scaled)
 AW2186
 AW2186                          SUPERSEDED SURVEY CONTROL
 AW2186
 AW2186  NGVD 29 (04/06/79)   55.705  (m)          182.76   (f) ADJUSTED    1 2
 AW2186
 AW2186.Superseded values are not recommended for survey control.
 AW2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2186.See file dsdata.txt to determine how the superseded data were derived.
 AW2186
 AW2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP192100(NAD 83)
 AW2186_MARKER: DD = SURVEY DISK
 AW2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2186_STAMPING: B L 456
 AW2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2186+STABILITY: SURFACE MOTION
 AW2186
 AW2186  HISTORY     - Date     Condition        Report By
 AW2186  HISTORY     - UNK      MONUMENTED       USE
 AW2186  HISTORY     - 1954     GOOD             NGS
 AW2186  HISTORY     - 1978     GOOD             NGS
 AW2186
 AW2186                          STATION DESCRIPTION
 AW2186
 AW2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2186'12.45 MI NW FROM KATY.
 AW2186'6.45 MILES NORTH ALONG THE KATY AND HOCKLEY ROAD FROM THE MISSOURI,
 AW2186'KANSAS AND TEXAS RAILROAD OF TEXAS STATION AT KATY, THENCE 2.0 MILES
 AW2186'WEST ALONG FREEMAN ROAD, THENCE 2.0 MILES WEST ALONG A GRADED DIRT
 AW2186'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 AW2186'WEST ALONG A GRAVELED ROAD, 90 FEET EAST OF THE EXTENDED CENTER LINE
 AW2186'OF A ROAD LEADING NORTH, 40 FEET EAST OF THE SOUTH END OF A CATTLE
 AW2186'GUARD, 27 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 21
 AW2186'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 1 FOOT SOUTH OF A
 AW2186'FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AW2186'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AW2186
 AW2186                          STATION RECOVERY (1978)
 AW2186
 AW2186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2213 ***********************************************************************
 AW2213  DESIGNATION -  BL 460 USE
 AW2213  PID         -  AW2213
 AW2213  STATE/COUNTY-  TX/WALLER
 AW2213  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2213
 AW2213                         *CURRENT SURVEY CONTROL
 AW2213  ___________________________________________________________________
 AW2213* NAD 83(1986)-  29 53 18.     (N)    095 56 46.     (W)     SCALED    
 AW2213* NAVD 88     -        58.06   (+/-2cm)     190.5    (feet)  VERTCON   
 AW2213  ___________________________________________________________________
 AW2213  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW2213
 AW2213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2213
 AW2213.The horizontal coordinates were scaled from a topographic map and have
 AW2213.an estimated accuracy of +/- 6 seconds.
 AW2213
 AW2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2213.The vertical order pertains to the NGVD 29 superseded value.
 AW2213
 AW2213.The geoid height was determined by GEOID03.
 AW2213
 AW2213;                    North         East    Units  Estimated Accuracy
 AW2213;SPC TXSC     - 4,231,600.      894,930.      MT  (+/- 180 meters Scaled)
 AW2213
 AW2213                          SUPERSEDED SURVEY CONTROL
 AW2213
 AW2213  NGVD 29 (??/??/92)   58.045  (m)          190.44   (f) ADJ UNCH    2 0
 AW2213
 AW2213.Superseded values are not recommended for survey control.
 AW2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2213.See file dsdata.txt to determine how the superseded data were derived.
 AW2213
 AW2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP154100(NAD 83)
 AW2213_MARKER: DD = SURVEY DISK
 AW2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2213_STAMPING: B L 460
 AW2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2213+STABILITY: SURFACE MOTION
 AW2213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2213+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2213
 AW2213  HISTORY     - Date     Condition        Report By
 AW2213  HISTORY     - UNK      MONUMENTED       USE
 AW2213  HISTORY     - 1954     GOOD             NGS
 AW2213  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2213  HISTORY     - 20041014 GOOD             USPSQD
 AW2213
 AW2213                          STATION DESCRIPTION
 AW2213
 AW2213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW2213'16.0 MI S FROM WALLER.
 AW2213'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW2213'RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG MATHIS ROAD,
 AW2213'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 2.15 MILES SOUTH ALONG
 AW2213'A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE
 AW2213'3.0 MILES SOUTH ALONG FARM ROAD 362, THENCE 0.7 MILE EAST ALONG A DIRT
 AW2213'ROAD, 13 FEET EAST OF A POWER POLE, 25 FEET SOUTH OF THE CENTER LINE
 AW2213'OF THE ROAD, 2 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST,
 AW2213'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AW2213'GROUND.
 AW2213
 AW2213                          STATION RECOVERY (1978)
 AW2213
 AW2213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2213'NOT RECOVERED.
 AW2213
 AW2213                          STATION RECOVERY (2004)
 AW2213
 AW2213'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2213'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1902 ***********************************************************************
 AW1902  DESIGNATION -  BL 479
 AW1902  PID         -  AW1902
 AW1902  STATE/COUNTY-  TX/HARRIS
 AW1902  USGS QUAD   -  WARREN LAKE (1980)
 AW1902
 AW1902                         *CURRENT SURVEY CONTROL
 AW1902  ___________________________________________________________________
 AW1902* NAD 83(1986)-  29 54 41.     (N)    095 48 27.     (W)     SCALED    
 AW1902* NAVD 88     -        48.763  (meters)     159.98   (feet)  ADJUSTED  
 AW1902  ___________________________________________________________________
 AW1902  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW1902  DYNAMIC HT  -          48.696 (meters)     159.76  (feet)  COMP
 AW1902  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 AW1902
 AW1902  VERT ORDER  -  FIRST     CLASS II
 AW1902
 AW1902.The horizontal coordinates were scaled from a topographic map and have
 AW1902.an estimated accuracy of +/- 6 seconds.
 AW1902
 AW1902.The orthometric height was determined by differential leveling
 AW1902.and adjusted by the National Geodetic Survey in June 1991..
 AW1902
 AW1902.The geoid height was determined by GEOID03.
 AW1902
 AW1902.The dynamic height is computed by dividing the NAVD 88
 AW1902.geopotential number by the normal gravity value computed on the
 AW1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1902.degrees latitude (g = 980.6199 gals.).
 AW1902
 AW1902.The modeled gravity was interpolated from observed gravity values.
 AW1902
 AW1902;                    North         East    Units  Estimated Accuracy
 AW1902;SPC TXSC     - 4,234,520.      908,240.      MT  (+/- 180 meters Scaled)
 AW1902
 AW1902                          SUPERSEDED SURVEY CONTROL
 AW1902
 AW1902  NGVD 29 (12/23/87)   48.754  (m)          159.95   (f) ADJUSTED    1 2
 AW1902
 AW1902.Superseded values are not recommended for survey control.
 AW1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1902.See file dsdata.txt to determine how the superseded data were derived.
 AW1902
 AW1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289122(NAD 83)
 AW1902_MARKER: DD = SURVEY DISK
 AW1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1902_SP_SET: CONCRETE POST
 AW1902_STAMPING: BL 479
 AW1902_MARK LOGO: USE   
 AW1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1902+STABILITY: SURFACE MOTION
 AW1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1902+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW1902
 AW1902  HISTORY     - Date     Condition        Report By
 AW1902  HISTORY     - UNK      MONUMENTED       USE
 AW1902  HISTORY     - 1973     GOOD             NGS
 AW1902  HISTORY     - 1978     GOOD             NGS
 AW1902  HISTORY     - 1986     GOOD             NGS
 AW1902  HISTORY     - 1987     GOOD             USPSQD
 AW1902  HISTORY     - 20041013 GOOD             USPSQD
 AW1902  HISTORY     - 20051026 GOOD             USPSQD
 AW1902
 AW1902                          STATION DESCRIPTION
 AW1902
 AW1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1902'9.5 MI SE FROM HOCKLEY.
 AW1902'ABOUT 2 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE JUNCTION OF US
 AW1902'HIGHWAY 290 AND HEGAR RD., THENCE 7.5 MILES SOUTH ALONG KATY-HOCKLEY
 AW1902'RD., 30.4 FEET WEST OF THE CENTER LINE OF KATY-HOCKLEY RD., 1/2-FOOT
 AW1902'WEST OF A FENCE, 1/2-FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 AW1902'TOP OF A CONCRETE POST PROJECTING 1/2-FOOT.
 AW1902
 AW1902                          STATION RECOVERY (1978)
 AW1902
 AW1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1902'RECOVERED.  ADD=0.5 MILE NORTH OF BENCH MARK 222 (USE), WEST AND
 AW1902'ACROSS THE ROAD FROM THE FIRST POWER POLE NORTH OF A TRIPLE
 AW1902'TRANSFORMER POLE, 81 FEET NORTH OF THE EXTENDED CENTERLINE OF A DIRT
 AW1902'DRIVEWAY LEADING EAST TO A PUMP HOUSE, AND 0.6 FOOT WEST OF WITNESS
 AW1902'POST.
 AW1902
 AW1902                          STATION RECOVERY (1986)
 AW1902
 AW1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1902'RECOVERED IN GOOD CONDITION.
 AW1902
 AW1902                          STATION RECOVERY (1987)
 AW1902
 AW1902'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1902'RECOVERED IN GOOD CONDITION.
 AW1902
 AW1902                          STATION RECOVERY (2004)
 AW1902
 AW1902'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1902'RECOVERED IN GOOD CONDITION.
 AW1902
 AW1902                          STATION RECOVERY (2005)
 AW1902
 AW1902'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1902'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1903 ***********************************************************************
 AW1903  DESIGNATION -  BL 480
 AW1903  PID         -  AW1903
 AW1903  STATE/COUNTY-  TX/HARRIS
 AW1903  USGS QUAD   -  WARREN LAKE (1980)
 AW1903
 AW1903                         *CURRENT SURVEY CONTROL
 AW1903  ___________________________________________________________________
 AW1903* NAD 83(1986)-  29 55 08.     (N)    095 48 27.     (W)     SCALED    
 AW1903* NAVD 88     -        49.381  (meters)     162.01   (feet)  ADJUSTED  
 AW1903  ___________________________________________________________________
 AW1903  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW1903  DYNAMIC HT  -          49.314 (meters)     161.79  (feet)  COMP
 AW1903  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 AW1903
 AW1903  VERT ORDER  -  FIRST     CLASS II
 AW1903
 AW1903.The horizontal coordinates were scaled from a topographic map and have
 AW1903.an estimated accuracy of +/- 6 seconds.
 AW1903
 AW1903.The orthometric height was determined by differential leveling
 AW1903.and adjusted by the National Geodetic Survey in June 1991..
 AW1903
 AW1903.The geoid height was determined by GEOID03.
 AW1903
 AW1903.The dynamic height is computed by dividing the NAVD 88
 AW1903.geopotential number by the normal gravity value computed on the
 AW1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1903.degrees latitude (g = 980.6199 gals.).
 AW1903
 AW1903.The modeled gravity was interpolated from observed gravity values.
 AW1903
 AW1903;                    North         East    Units  Estimated Accuracy
 AW1903;SPC TXSC     - 4,235,350.      908,220.      MT  (+/- 180 meters Scaled)
 AW1903
 AW1903                          SUPERSEDED SURVEY CONTROL
 AW1903
 AW1903  NGVD 29 (12/23/87)   49.372  (m)          161.98   (f) ADJUSTED    1 2
 AW1903
 AW1903.Superseded values are not recommended for survey control.
 AW1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1903.See file dsdata.txt to determine how the superseded data were derived.
 AW1903
 AW1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289131(NAD 83)
 AW1903_MARKER: DD = SURVEY DISK
 AW1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1903_SP_SET: CONCRETE POST
 AW1903_STAMPING: BL 480
 AW1903_MARK LOGO: USE   
 AW1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1903+STABILITY: SURFACE MOTION
 AW1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1903+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW1903
 AW1903  HISTORY     - Date     Condition        Report By
 AW1903  HISTORY     - UNK      MONUMENTED       USE
 AW1903  HISTORY     - 1973     GOOD             NGS
 AW1903  HISTORY     - 1978     GOOD             NGS
 AW1903  HISTORY     - 1986     GOOD             NGS
 AW1903  HISTORY     - 1987     GOOD             USPSQD
 AW1903  HISTORY     - 1987     GOOD             USPSQD
 AW1903  HISTORY     - 20041013 GOOD             USPSQD
 AW1903  HISTORY     - 20051026 GOOD             USPSQD
 AW1903
 AW1903                          STATION DESCRIPTION
 AW1903
 AW1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1903'8.95 MI SE FROM HOCKLEY.
 AW1903'ABOUT 2 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE JUNCTION OF US
 AW1903'HIGHWAY 290 AND HEGAR RD., THENCE 6.95 MILES SOUTH ALONG KATY-HOCKLEY
 AW1903'RD., 63 FEET WEST OF AND ACROSS FROM THE ROAD FROM A POWER POLE, 108.7
 AW1903'FEET NORTHWEST AND ACROSS FROM THE ROAD FROM A FENCE CORNER POST, 31
 AW1903'FEET WEST OF THE CENTER LINE OF THE ROAD, 0.3 FOOT WEST OF A FENCE,
 AW1903'1.1 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 AW1903'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 AW1903
 AW1903                          STATION RECOVERY (1978)
 AW1903
 AW1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1903'RECOVERED IN GOOD CONDITION.
 AW1903
 AW1903                          STATION RECOVERY (1986)
 AW1903
 AW1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1903'RECOVERED IN GOOD CONDITION.
 AW1903
 AW1903                          STATION RECOVERY (1987)
 AW1903
 AW1903'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1903'RECOVERED IN GOOD CONDITION.
 AW1903
 AW1903                          STATION RECOVERY (1987)
 AW1903
 AW1903'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1903'RECOVERED IN GOOD CONDITION.
 AW1903
 AW1903                          STATION RECOVERY (2004)
 AW1903
 AW1903'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1903'RECOVERED IN GOOD CONDITION.
 AW1903
 AW1903                          STATION RECOVERY (2005)
 AW1903
 AW1903'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1903'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1873 ***********************************************************************
 AW1873  DESIGNATION -  BL 504
 AW1873  PID         -  AW1873
 AW1873  STATE/COUNTY-  TX/HARRIS
 AW1873  USGS QUAD   -  CYPRESS (1995)
 AW1873
 AW1873                         *CURRENT SURVEY CONTROL
 AW1873  ___________________________________________________________________
 AW1873* NAD 83(1986)-  29 56 34.     (N)    095 40 41.     (W)     SCALED    
 AW1873* NAVD 88     -        43.777  (meters)     143.62   (feet)  ADJUSTED  
 AW1873  ___________________________________________________________________
 AW1873  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW1873  DYNAMIC HT  -          43.718 (meters)     143.43  (feet)  COMP
 AW1873  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 AW1873  OBS GRAVITY -     979,286.6   (mgal)                       GRAV_OBS
 AW1873
 AW1873  VERT ORDER  -  FIRST     CLASS II
 AW1873
 AW1873.The horizontal coordinates were scaled from a topographic map and have
 AW1873.an estimated accuracy of +/- 6 seconds.
 AW1873
 AW1873.The orthometric height was determined by differential leveling
 AW1873.and adjusted by the National Geodetic Survey in June 1991..
 AW1873
 AW1873.The geoid height was determined by GEOID03.
 AW1873
 AW1873.The dynamic height is computed by dividing the NAVD 88
 AW1873.geopotential number by the normal gravity value computed on the
 AW1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1873.degrees latitude (g = 980.6199 gals.).
 AW1873
 AW1873.The modeled gravity was interpolated from observed gravity values.
 AW1873.The observed gravity was obtained from relative gravimeter ties
 AW1873.to the IGSN71 gravity network.
 AW1873
 AW1873;                    North         East    Units  Estimated Accuracy
 AW1873;SPC TXSC     - 4,238,340.      920,640.      MT  (+/- 180 meters Scaled)
 AW1873
 AW1873                          SUPERSEDED SURVEY CONTROL
 AW1873
 AW1873  NGVD 29 (12/23/87)   43.770  (m)          143.60   (f) ADJUSTED    1 2
 AW1873
 AW1873.Superseded values are not recommended for survey control.
 AW1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1873.See file dsdata.txt to determine how the superseded data were derived.
 AW1873
 AW1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP415154(NAD 83)
 AW1873_MARKER: DD = SURVEY DISK
 AW1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1873_SP_SET: CONCRETE POST
 AW1873_STAMPING: BL 504
 AW1873_MARK LOGO: USE   
 AW1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1873+STABILITY: SURFACE MOTION
 AW1873
 AW1873  HISTORY     - Date     Condition        Report By
 AW1873  HISTORY     - UNK      MONUMENTED       USE
 AW1873  HISTORY     - 1973     GOOD             NGS
 AW1873  HISTORY     - 1978     GOOD             NGS
 AW1873  HISTORY     - 1986     GOOD             NGS
 AW1873  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1873
 AW1873                          STATION DESCRIPTION
 AW1873
 AW1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1873'2.45 MI SE FROM CYPRESS.
 AW1873'ABOUT 1.75 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1873'AT CYPRESS, THENCE 0.7 MILE SOUTH ALONG BARKER-CYPRESS RD., 30 FEET
 AW1873'EAST OF THE CENTER LINE OF THE ROAD, 19 FEET SOUTH OF THE CENTER LINE
 AW1873'OF A PRIVATE DRIVE LEADING EAST, 3 FEET WEST OF A FENCE, 2.2 FEET WEST
 AW1873'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 AW1873'WITH THE GROUND.
 AW1873
 AW1873                          STATION RECOVERY (1978)
 AW1873
 AW1873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1873'RECOVERED IN GOOD CONDITION.
 AW1873
 AW1873                          STATION RECOVERY (1986)
 AW1873
 AW1873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1873'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.1 KM (1.95
 AW1873'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1873'SPRING-CYPRESS ROAD IN CYPRESS, THENCE 1.1 KM (0.7 MI) SOUTH ALONG
 AW1873'BARKER-CYPRESS ROAD.
 AW1873
 AW1873                          STATION RECOVERY (2004)
 AW1873
 AW1873'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1869 ***********************************************************************
 AW1869  DESIGNATION -  BL 508
 AW1869  PID         -  AW1869
 AW1869  STATE/COUNTY-  TX/HARRIS
 AW1869  USGS QUAD   -  CYPRESS (1995)
 AW1869
 AW1869                         *CURRENT SURVEY CONTROL
 AW1869  ___________________________________________________________________
 AW1869* NAD 83(1986)-  29 54 27.     (N)    095 41 11.     (W)     SCALED    
 AW1869* NAVD 88     -        42.831  (meters)     140.52   (feet)  ADJUSTED  
 AW1869  ___________________________________________________________________
 AW1869  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW1869  DYNAMIC HT  -          42.773 (meters)     140.33  (feet)  COMP
 AW1869  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 AW1869  OBS GRAVITY -     979,284.6   (mgal)                       GRAV_OBS
 AW1869
 AW1869  VERT ORDER  -  FIRST     CLASS II
 AW1869
 AW1869.The horizontal coordinates were scaled from a topographic map and have
 AW1869.an estimated accuracy of +/- 6 seconds.
 AW1869
 AW1869.The orthometric height was determined by differential leveling
 AW1869.and adjusted by the National Geodetic Survey in June 1991..
 AW1869
 AW1869.The geoid height was determined by GEOID03.
 AW1869
 AW1869.The dynamic height is computed by dividing the NAVD 88
 AW1869.geopotential number by the normal gravity value computed on the
 AW1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1869.degrees latitude (g = 980.6199 gals.).
 AW1869
 AW1869.The modeled gravity was interpolated from observed gravity values.
 AW1869.The observed gravity was obtained from relative gravimeter ties
 AW1869.to the IGSN71 gravity network.
 AW1869
 AW1869;                    North         East    Units  Estimated Accuracy
 AW1869;SPC TXSC     - 4,234,410.      919,940.      MT  (+/- 180 meters Scaled)
 AW1869
 AW1869                          SUPERSEDED SURVEY CONTROL
 AW1869
 AW1869  NGVD 29 (12/23/87)   42.824  (m)          140.50   (f) ADJUSTED    1 2
 AW1869
 AW1869.Superseded values are not recommended for survey control.
 AW1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1869.See file dsdata.txt to determine how the superseded data were derived.
 AW1869
 AW1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP406115(NAD 83)
 AW1869_MARKER: DD = SURVEY DISK
 AW1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1869_SP_SET: CONCRETE POST
 AW1869_STAMPING: BL 508
 AW1869_MARK LOGO: USE   
 AW1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1869+STABILITY: SURFACE MOTION
 AW1869
 AW1869  HISTORY     - Date     Condition        Report By
 AW1869  HISTORY     - UNK      MONUMENTED       USE
 AW1869  HISTORY     - 1973     GOOD             NGS
 AW1869  HISTORY     - 1978     GOOD             NGS
 AW1869  HISTORY     - 1986     GOOD             NGS
 AW1869  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1869
 AW1869                          STATION DESCRIPTION
 AW1869
 AW1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1869'5 MI S FROM CYPRESS.
 AW1869'ABOUT 1.75 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1869'AT CYPRESS, THENCE 3.25 MILES SOUTH ALONG BARKER-CYPRESS RD., ABOUT 43
 AW1869'FEET WEST OF THE CENTER LINE OF THE ROAD, 4.4 FEET SOUTHWEST OF A
 AW1869'BRACE POLE, 13 1/2 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD AND A
 AW1869'METAL GATE, 3.4 FEET WEST OF A FENCE, 3.4 FEET SOUTH OF A T-FENCE
 AW1869'LEADING WEST, 3 1/2 FEET WEST OF A METAL WITNESS POST, AND SET IN THE
 AW1869'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1869
 AW1869                          STATION RECOVERY (1978)
 AW1869
 AW1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1869'RECOVERED IN GOOD CONDITION.
 AW1869
 AW1869                          STATION RECOVERY (1986)
 AW1869
 AW1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1869'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.1 KM (1.95
 AW1869'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1869'SPRING-CYPRESS ROAD IN CYPRESS, THENCE 5.2 KM (3.25 MI) SOUTHERLY
 AW1869'ALONG BARKER-CYPRESS ROAD.
 AW1869
 AW1869                          STATION RECOVERY (2004)
 AW1869
 AW1869'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1882 ***********************************************************************
 AW1882  DESIGNATION -  BL 523
 AW1882  PID         -  AW1882
 AW1882  STATE/COUNTY-  TX/HARRIS
 AW1882  USGS QUAD   -  ADDICKS (1995)
 AW1882
 AW1882                         *CURRENT SURVEY CONTROL
 AW1882  ___________________________________________________________________
 AW1882* NAD 83(1986)-  29 48 01.     (N)    095 42 15.     (W)     SCALED    
 AW1882* NAVD 88     -        33.212  (meters)     108.96   (feet)  ADJUSTED  
 AW1882  ___________________________________________________________________
 AW1882  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW1882  DYNAMIC HT  -          33.167 (meters)     108.82  (feet)  COMP
 AW1882  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 AW1882  OBS GRAVITY -     979,280.3   (mgal)                       GRAV_OBS
 AW1882
 AW1882  VERT ORDER  -  FIRST     CLASS II
 AW1882
 AW1882.The horizontal coordinates were scaled from a topographic map and have
 AW1882.an estimated accuracy of +/- 6 seconds.
 AW1882
 AW1882.The orthometric height was determined by differential leveling
 AW1882.and adjusted by the National Geodetic Survey in June 1991..
 AW1882
 AW1882.The geoid height was determined by GEOID03.
 AW1882
 AW1882.The dynamic height is computed by dividing the NAVD 88
 AW1882.geopotential number by the normal gravity value computed on the
 AW1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1882.degrees latitude (g = 980.6199 gals.).
 AW1882
 AW1882.The modeled gravity was interpolated from observed gravity values.
 AW1882.The observed gravity was obtained from relative gravimeter ties
 AW1882.to the IGSN71 gravity network.
 AW1882
 AW1882;                    North         East    Units  Estimated Accuracy
 AW1882;SPC TXSC     - 4,222,480.      918,560.      MT  (+/- 180 meters Scaled)
 AW1882
 AW1882                          SUPERSEDED SURVEY CONTROL
 AW1882
 AW1882  NGVD 29 (12/23/87)   33.204  (m)          108.94   (f) ADJUSTED    1 2
 AW1882
 AW1882.Superseded values are not recommended for survey control.
 AW1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1882.See file dsdata.txt to determine how the superseded data were derived.
 AW1882
 AW1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN386997(NAD 83)
 AW1882_MARKER: DD = SURVEY DISK
 AW1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1882_SP_SET: CONCRETE POST
 AW1882_STAMPING: BL 523
 AW1882_MARK LOGO: USE   
 AW1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1882+STABILITY: SURFACE MOTION
 AW1882
 AW1882  HISTORY     - Date     Condition        Report By
 AW1882  HISTORY     - UNK      MONUMENTED       USE
 AW1882  HISTORY     - 1973     GOOD             NGS
 AW1882  HISTORY     - 1978     GOOD             NGS
 AW1882  HISTORY     - 1986     GOOD             NGS
 AW1882
 AW1882                          STATION DESCRIPTION
 AW1882
 AW1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1882'1.95 MI NW FROM BARKER.
 AW1882'ABOUT 1.95 MILES NORTHWEST ALONG BARKER-CYPRESS RD. FROM ITS OVERPASS
 AW1882'OVER THE I-10 HIGHWAY AT BARKER, 44 FEET SOUTHWEST OF THE CENTER OF
 AW1882'THE JUNCTION WITH SAUMS RD. (LEADING WEST), 30 FEET SOUTH OF THE
 AW1882'CENTER LINE OF SAUMS RD., 9.2 FEET SOUTHEAST OF A POWER POLE BRACED BY
 AW1882'2 GUY WIRES, 8 FEET SOUTHWEST OF AN UNDERGROUND TELEPHONE CABLE MARKER
 AW1882'POST, 1 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF
 AW1882'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1882
 AW1882                          STATION RECOVERY (1978)
 AW1882
 AW1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1882'RECOVERED IN GOOD CONDITION.
 AW1882
 AW1882                          STATION RECOVERY (1986)
 AW1882
 AW1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1882'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 AW1882'NORTHERLY ALONG BARKER-CYPRESS ROAD FROM ITS JUNCTION WITH INTERSTATE
 AW1882'HIGHWAY 10 IN BARKER, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG SAUMS
 AW1882'ROAD.  ADD--6.9 M (22.6 FT) WEST OF THE EXTENDED CENTER OF GREENHOUSE
 AW1882'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3354 ***********************************************************************
 AW3354  DESIGNATION -  BL 64 USE RESET 1951
 AW3354  PID         -  AW3354
 AW3354  STATE/COUNTY-  TX/HARRIS
 AW3354  USGS QUAD   -  PEARLAND (1995)
 AW3354
 AW3354                         *CURRENT SURVEY CONTROL
 AW3354  ___________________________________________________________________
 AW3354* NAD 83(1986)-  29 37 02.     (N)    095 21 10.     (W)     SCALED    
 AW3354* NAVD 88     -        17.31   (+/-2cm)      56.8    (feet)  VERTCON   
 AW3354  ___________________________________________________________________
 AW3354  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3354
 AW3354  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3354
 AW3354.The horizontal coordinates were scaled from a topographic map and have
 AW3354.an estimated accuracy of +/- 6 seconds.
 AW3354
 AW3354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3354.The vertical order pertains to the NGVD 29 superseded value.
 AW3354
 AW3354.The geoid height was determined by GEOID03.
 AW3354
 AW3354;                    North         East    Units  Estimated Accuracy
 AW3354;SPC TXSC     - 4,203,210.      953,150.      MT  (+/- 180 meters Scaled)
 AW3354
 AW3354                          SUPERSEDED SURVEY CONTROL
 AW3354
 AW3354  NGVD 29 (??/??/92)   17.310  (m)           56.79   (f) ADJ UNCH    1 2
 AW3354
 AW3354.Superseded values are not recommended for survey control.
 AW3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3354.See file dsdata.txt to determine how the superseded data were derived.
 AW3354
 AW3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN721786(NAD 83)
 AW3354_MARKER: DD = SURVEY DISK
 AW3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3354_STAMPING: BL 64 RESET 1951
 AW3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3354+STABILITY: SURFACE MOTION
 AW3354
 AW3354  HISTORY     - Date     Condition        Report By
 AW3354  HISTORY     - 1951     MONUMENTED       USE
 AW3354  HISTORY     - 1964     GOOD             NGS
 AW3354  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3354  HISTORY     - 20040211 MARK NOT FOUND   USPSQD
 AW3354
 AW3354                          STATION DESCRIPTION
 AW3354
 AW3354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3354'4.65 MI E FROM ALMEDA.
 AW3354'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 288 FROM THE POST OFFICE AT
 AW3354'ALMEDA, THENCE 4.05 MILES EAST ALONG ALMEDA-GENOA ROAD, 224 FEET NORTH
 AW3354'OF THE CENTER LINE OF THE ROAD, 293 FEET EAST OF THE CENTER LINE OF
 AW3354'FARM ROAD 518, 231 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AW3354'MINNETEX COMMUNITY CHURCH, 52 FEET SOUTH OF A FENCE, 13 FEET NORTHWEST
 AW3354'OF A WIRE BACKSTOP FOR A BASEBALL DIAMOND, 4 1/2 FEET NORTHWEST OF A
 AW3354'FLOOD LIGHT POLE, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 AW3354'CONCRETE POST FLUSH WITH THE GROUND.
 AW3354
 AW3354                          STATION RECOVERY (1973)
 AW3354
 AW3354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3354'MARK NOT FOUND.
 AW3354
 AW3354                          STATION RECOVERY (2004)
 AW3354
 AW3354'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3354'AREA HAS BEEN CLEARED WITH A DOZIER THIS WEEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0188 ***********************************************************************
 EO0188  DESIGNATION -  BLACK
 EO0188  PID         -  EO0188
 EO0188  STATE/COUNTY-  TX/PARMER
 EO0188  USGS QUAD   -  SUMMERFIELD (1966)
 EO0188
 EO0188                         *CURRENT SURVEY CONTROL
 EO0188  ___________________________________________________________________
 EO0188* NAD 83(1993)-  34 42 25.21637(N)    102 36 48.59026(W)     ADJUSTED  
 EO0188* NAVD 88     -      1220.140  (meters)    4003.08   (feet)  ADJUSTED  
 EO0188  ___________________________________________________________________
 EO0188  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 EO0188  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 EO0188  DYNAMIC HT  -        1218.580 (meters)    3997.96  (feet)  COMP
 EO0188  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 EO0188
 EO0188  HORZ ORDER  -  FIRST
 EO0188  VERT ORDER  -  FIRST     CLASS II
 EO0188
 EO0188.The horizontal coordinates were established by classical geodetic methods
 EO0188.and adjusted by the National Geodetic Survey in February 1996..
 EO0188
 EO0188.The orthometric height was determined by differential leveling
 EO0188.and adjusted by the National Geodetic Survey in June 1991..
 EO0188
 EO0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0188
 EO0188.The geoid height was determined by GEOID03.
 EO0188
 EO0188.The dynamic height is computed by dividing the NAVD 88
 EO0188.geopotential number by the normal gravity value computed on the
 EO0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0188.degrees latitude (g = 980.6199 gals.).
 EO0188
 EO0188.The modeled gravity was interpolated from observed gravity values.
 EO0188
 EO0188;                    North         East     Units Scale Factor Converg.
 EO0188;SPC TX N     - 1,079,008.521    97,993.324   MT  0.99998728   -0 38 43.1
 EO0188;SPC TX N     - 3,540,047.12    321,499.76   sFT  0.99998728   -0 38 43.1
 EO0188;UTM  13      - 3,843,144.438   718,568.130   MT  1.00018884   +1 21 33.7
 EO0188
 EO0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0188!SPC TX N     -   0.99981243  x   0.99998728  =   0.99979971
 EO0188!UTM  13      -   0.99981243  x   1.00018884  =   1.00000124
 EO0188
 EO0188:                Primary Azimuth Mark                     Grid Az
 EO0188:SPC TX N     -  BLACK AZ MK                              005 51 19.4
 EO0188:UTM  13      -  BLACK AZ MK                              003 51 02.6
 EO0188
 EO0188|---------------------------------------------------------------------|
 EO0188| PID    Reference Object                     Distance      Geod. Az  |
 EO0188|                                                           dddmmss.s |
 EO0188| EO0190 BLACK AZ MK                                        0051236.3 |
 EO0188| CJ6649 BLACK RM 3                           68.870 METERS 09844     |
 EO0188| EO0187 BLACK RM 1                           36.707 METERS 16205     |
 EO0188| CJ6650 BLACK RM 4                           26.491 METERS 20530     |
 EO0188| EO0646 FRIONA WATER TANK                   APPROX.12.1 KM 2302107.0 |
 EO0188| EO0647 FRIONA HIGH SCHOOL STACK            APPROX.12.2 KM 2323251.6 |
 EO0188| EO0189 BLACK RM 2                           51.185 METERS 25548     |
 EO0188| CJ6651 BLACK RM 5                           51.618 METERS 26552     |
 EO0188|---------------------------------------------------------------------|
 EO0188
 EO0188                          SUPERSEDED SURVEY CONTROL
 EO0188
 EO0188  NAD 83(1993)-  34 42 25.21867(N)    102 36 48.58527(W) AD(       ) 1
 EO0188  NAD 83(1986)-  34 42 25.22385(N)    102 36 48.58157(W) AD(       ) 1
 EO0188  NAD 27      -  34 42 24.98600(N)    102 36 46.81500(W) AD(       ) 1
 EO0188  NGVD 29 (??/??/92) 1219.589  (m)         4001.27   (f) ADJ UNCH    1 2
 EO0188
 EO0188.Superseded values are not recommended for survey control.
 EO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0188.See file dsdata.txt to determine how the superseded data were derived.
 EO0188
 EO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU1856843144(NAD 83)
 EO0188_MARKER: DS = TRIANGULATION STATION DISK
 EO0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0188_STAMPING: BLACK 1934
 EO0188_MARK LOGO: CGS   
 EO0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0188+STABILITY: SURFACE MOTION
 EO0188
 EO0188  HISTORY     - Date     Condition        Report By
 EO0188  HISTORY     - 1934     MONUMENTED       CGS
 EO0188  HISTORY     - 1958     GOOD             NGS
 EO0188  HISTORY     - 1959     GOOD             CGS
 EO0188  HISTORY     - 1965     GOOD             USGS
 EO0188  HISTORY     - 1968     GOOD             USAF
 EO0188  HISTORY     - 1976     SEE DESCRIPTION  NGS
 EO0188  HISTORY     - 1984     GOOD             NGS
 EO0188
 EO0188                          STATION DESCRIPTION
 EO0188
 EO0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0188'THIS STATION IS ABOUT 2 MILES N OF BLACK, TEXAS, ON LAND
 EO0188'OWNED BY MR. E.B. BLACK, OF HEREFORD AND OCCUPIED BY MR. DAVE
 EO0188'GALLAWAY.  46 FEET NNE OF AN OBTUSE FENCE CORNER.  AND 139 FEET WNW
 EO0188'OF A WELL.  THE MARK PROJECTS 4 INCHES.
 EO0188'
 EO0188'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0188'BRONZE DISKS SET IN CONCRETE.
 EO0188'
 EO0188'REFERENCE MARK NO. 1 IS SE OF THE STATION, 94.5 FEET ESE OF
 EO0188'AN OBTUSE FENCE CORNER, 1/2 FOOT NE OF A FENCE LINE AND PROJECTS
 EO0188'6 INCHES.
 EO0188'
 EO0188'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 141.5 FEET W
 EO0188'OF AN OBTUSE FENCE CORNER, 1/2 FOOT N OF AN E-W FENCE AND
 EO0188'PROJECTS 6 INCHES.
 EO0188'
 EO0188'AZIMUTH MARK IS NNE OF THE STATION, 23 FEET N OF JOG IN THE
 EO0188'FENCE, 1 FOOT W OF A N-S FENCE AND PROJECTS 8 INCHES.
 EO0188'
 EO0188'THE STATION IS REACHED FROM BLACK, TEXAS, BY GOING NE FROM
 EO0188'THE RAILROAD DEPOT ON THE MAIN HIGHWAY ALONG THE SOUTHERLY
 EO0188'SIDE OF THE RAILROAD TRACKS FOR 0.3 MILE.  TURN LEFT, CROSS
 EO0188'RAILROAD TRACKS, TAKE THE RIGHT FORK, AND GO N ON A GRADED
 EO0188'ROAD FOR 1.3 MILES.  TURN LEFT AND GO W THROUGH A FIELD ON
 EO0188'A TRACK ROAD FOR 0.5 MILE TO A FARMHOUSE.  THE STATION IS
 EO0188'NW OF THE HOUSE, 139 FEET WNW OF THE WELL.
 EO0188'
 EO0188'IT WILL REQUIRE A 30-FOOT INSTRUMENT STAND TO CLEAR LINES
 EO0188'TO STATIONS MATTHEW, BRALY, SHELBY, VALENTINE, HEIRS AND BURKS.
 EO0188
 EO0188                          STATION RECOVERY (1958)
 EO0188
 EO0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EO0188'2.3 MI N FROM BLACK.
 EO0188'ABOUT 0.3 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0188'THE STATION AT BLACK, THENCE ABOUT 1.4 MILES NORTH ALONG A GRADED DIRT
 EO0188'ROAD, THENCE ABOUT 0.6 MILE WEST ALONG A PRIVATE ROAD LEADING TO A
 EO0188'FARMHOUSE, 134 FEET WEST-NORTHWEST OF THE NORTHWEST LEG OF A WINDMILL
 EO0188'TOWER, 67 FEET NORTHWEST OF A SMALL CHICKEN HOUSE, AND IN THE TOP OF A
 EO0188'CONCRETE POST PROJECTING 4 INCHES.
 EO0188
 EO0188                          STATION RECOVERY (1959)
 EO0188
 EO0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 EO0188'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 EO0188'MARK NO. 1 RECOVERED IN FAIR CONDITION.  IT HAS BEEN HIT BUT
 EO0188'IS STILL IN THE GROUND.  REFERENCE MARK NO. 2 RECOVERED IN
 EO0188'GOOD CONDITION.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 EO0188'CORRECT.
 EO0188
 EO0188                          STATION RECOVERY (1965)
 EO0188
 EO0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EO0188'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34102-4, STATION 1001.
 EO0188'RECOVERED BY USGS IN 1965.
 EO0188'STATION MARK--STANDARD USC AND GS DISK STAMPED---BLACK 1934---, SET IN
 EO0188'TOP OF CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 EO0188
 EO0188                          STATION RECOVERY (1968)
 EO0188
 EO0188'RECOVERY NOTE BY US AIR FORCE 1968
 EO0188'STATION WAS RECOVERED IN FAIR CONDITION.  ONE CORNER OF THE
 EO0188'MONUMENT IS CHIPPED BUT THE DISC IS FIRM.  THE REFERENCE
 EO0188'MARKS AND THE AZIMUTH MARK COULD NOT BE FOUND.
 EO0188'
 EO0188'STATION IS IN THE NORTHWEST CORNER OF A FARM YARD, 2 FEET
 EO0188'NORTH OF AN ELECTRIC FENCE, AND 2 FEET SOUTH OF A FARM ROAD.
 EO0188'
 EO0188'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 EO0188'
 EO0188'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BLACK, TEXAS,
 EO0188'GO NORTHEAST ON U.S. HIGHWAY 60 FOR 0.3 MILE TO A DIRT ROAD
 EO0188'LEFT.  TURN LEFT (NORTH) ON THE DIRT ROAD FOR 1.3 MILES TO
 EO0188'ANOTHER DIRT ROAD LEFT, LEADING TO A FARM.  TURN LEFT (WEST)
 EO0188'ON THE DIRT ROAD TOWARDS THE FARM, AND GO 0.5 MILE TO THE
 EO0188'FARM AND STATION ON THE LEFT IN THE FARM YARD.
 EO0188
 EO0188                          STATION RECOVERY (1976)
 EO0188
 EO0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 EO0188'THE STATION SUB-SURFACE MARK WAS RECOVERED AND FOUND IN GOOD
 EO0188'CONDITION.  THE STATION SURFACE MARK, REFERENCE MARKS 1 AND 2, AND
 EO0188'THE AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED.
 EO0188'
 EO0188'THE STATION SURFACE MARK, AND REFERENCE MARKS 3, 4 AND 5 WERE SET AT
 EO0188'THIS TIME.  NOTE--THE REASON FOR THREE REFERENCE MARKS IS, THAT THE
 EO0188'STATION SURFACE MARK IS ABOUT 16-INCHES BELOW THE SURFACE OF THE
 EO0188'GROUND, AND WAS INFORMED THAT IN THE NEAR FUTURE THE AREA THAT THE
 EO0188'STATION IS LOCATED IN, WILL BECOME PART OF THE CULTIVATED FIELD
 EO0188'THAT SUR-ROUNDS THE STATION AT THIS TIME.  THE STATION MARK WOULD
 EO0188'BECOME VERY DIFFICULT TO RECOVER WITH OUT AT LEAST TWO REFERENCE
 EO0188'MARKS.
 EO0188'
 EO0188'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 EO0188'
 EO0188'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF FRIONA, ABOUT 8
 EO0188'MILES SOUTHWEST OF SUMMERFIELD, 1 MILE NORTH OF BLACK AND IN A
 EO0188'VACANT FARM YARD.
 EO0188'
 EO0188'TO REACH THE STATION FROM THE POST OFFICE IN BLACK, GO NORTHEASTERLY
 EO0188'ON U. S. HIGHWAY 60 FOR 0.4 MILE TO A GRAVEL ROAD ON THE LEFT.  TURN
 EO0188'LEFT AND GO NORTH ON GRAVEL ROAD FOR 1.5 MILES TO A FIELD ROAD ON
 EO0188'THE LEFT, TURN LEFT AND GO WEST ON FIELD ROAD FOR 0.5 MILE TO A
 EO0188'VACANT FARM YARD AND STATION.
 EO0188'
 EO0188'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EO0188'CONCRETE POST, THAT IS ABOUT 16-INCHES BELOW THE SURFACE OF THE
 EO0188'GROUND AND IS STAMPED BLACK 1934 1976.  IT IS 170 FEET EAST OF THE
 EO0188'NORTHEAST CORNER OF A METAL MACHINE-SHED, 144 FEET WEST-NORTHWEST OF
 EO0188'THE NORTHWEST CORNER OF A SMALL METAL SHED OVER WELL, AND 85
 EO0188'FEET NORTHEAST OF A HI-LINE POLE.
 EO0188'
 EO0188'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EO0188'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED BLACK
 EO0188'1934 NO 3 1976.  IT IS 81 FEET EAST OF THE NORTHEAST CORNER OF A
 EO0188'SMALL METAL SHED OVER WELL, 18 FEET NORTH OF THE CENTER OF FIELD
 EO0188'ROAD, 1.6 FEET NORTH OF A HI-LINE POLE AND 1.6 FEET SOUTH OF THE
 EO0188'EYE OF A GUY-LINE ROD.
 EO0188'
 EO0188'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EO0188'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED BLACK
 EO0188'1934 NO 4 1976.
 EO0188'
 EO0188'IT IS 138 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL
 EO0188'MACHINE SHED, 3 FEET NORTH OF THE EYE OF A GUY-WIRE ROD, AND 2 FEET
 EO0188'SOUTH OF A HI-LINE POLE.
 EO0188'
 EO0188'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN A DRILL HOLE, AT THE
 EO0188'NORTH END OF THE CONCRETE APPROACH TO METAL MACHINE-SHED AND IS
 EO0188'STAMPED BLACK 1934 NO 5 1976.  IT IS 11 FEET EAST OF THE NORTHEAST
 EO0188'CORNER OF MACHINE-SHED AND 1.6 FEET EAST OF THE EAST WALL OF SHED.
 EO0188'
 EO0188'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BLACK 1-MILE
 EO0188'NORTH.
 EO0188
 EO0188                          STATION RECOVERY (1984)
 EO0188
 EO0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0188'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.1 KM
 EO0188'(7.5 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0188'RAILROAD FROM THE STATION IN FRIONA, THENCE 2.3 KM (1.45 MI) NORTH
 EO0188'ALONG A GRAVELED ROAD, THENCE 0.9 KM (0.55 MI) WEST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0791 ***********************************************************************
 BN0791  DESIGNATION -  BLACK
 BN0791  PID         -  BN0791
 BN0791  STATE/COUNTY-  TX/KIMBLE
 BN0791  USGS QUAD   -  STARK CREEK (1987)
 BN0791
 BN0791                         *CURRENT SURVEY CONTROL
 BN0791  ___________________________________________________________________
 BN0791* NAD 83(1993)-  30 32 24.91666(N)    099 59 01.61380(W)     ADJUSTED  
 BN0791* NAVD 88     -       682.     (meters)    2238.     (feet)  SCALED    
 BN0791  ___________________________________________________________________
 BN0791  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BN0791  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 BN0791
 BN0791  HORZ ORDER  -  SECOND
 BN0791
 BN0791.The horizontal coordinates were established by classical geodetic methods
 BN0791.and adjusted by the National Geodetic Survey in February 1996..
 BN0791
 BN0791.The orthometric height was scaled from a topographic map.
 BN0791
 BN0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0791
 BN0791.The geoid height was determined by GEOID03.
 BN0791
 BN0791;                    North         East     Units Scale Factor Converg.
 BN0791;SPC TX C     - 3,096,894.858   733,539.821   MT  0.99991392   +0 10 48.1
 BN0791;SPC TX C     -10,160,395.88  2,406,621.90   sFT  0.99991392   +0 10 48.1
 BN0791;UTM  14      - 3,379,064.111   405,632.436   MT  0.99970986   -0 29 59.8
 BN0791
 BN0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0791!SPC TX C     -   0.99989638  x   0.99991392  =   0.99981031
 BN0791!UTM  14      -   0.99989638  x   0.99970986  =   0.99960627
 BN0791
 BN0791|---------------------------------------------------------------------|
 BN0791| PID    Reference Object                     Distance      Geod. Az  |
 BN0791|                                                           dddmmss.s |
 BN0791| CV4270 BLACK RM 1                           11.400 METERS 04515     |
 BN0791| CV4269 BLACK AZ MK                                        1073851.0 |
 BN0791| CV4271 BLACK RM 2                           12.857 METERS 14628     |
 BN0791|---------------------------------------------------------------------|
 BN0791
 BN0791                          SUPERSEDED SURVEY CONTROL
 BN0791
 BN0791  NAD 83(1986)-  30 32 24.92028(N)    099 59 01.60250(W) AD(       ) 2
 BN0791  NAD 27      -  30 32 24.24200(N)    099 59 00.33700(W) AD(       ) 2
 BN0791
 BN0791.Superseded values are not recommended for survey control.
 BN0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0791.See file dsdata.txt to determine how the superseded data were derived.
 BN0791
 BN0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU0563279064(NAD 83)
 BN0791_MARKER: DS = TRIANGULATION STATION DISK
 BN0791_SETTING: 66 = SET IN ROCK OUTCROP
 BN0791
 BN0791  HISTORY     - Date     Condition        Report By
 BN0791  HISTORY     - 1944     MONUMENTED       CGS
 BN0791
 BN0791                          STATION DESCRIPTION
 BN0791
 BN0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0791'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 13 MILES
 BN0791'WNW OF JUNCTION AND 5-1/2 MILES NE OF ROOSEVELT.  IT IS
 BN0791'ON THE SW ONE OF THREE LOW BUT PROMINENT CEDAR-COVERED HILLS
 BN0791'BETWEEN STORK AND EAST COPPERAS CREEKS, ABOUT 1 MILE S OF THE
 BN0791'RANCH HOUSE OF E.A. BODE, AND ON PROPERTY OF FRANK B. BLACK.
 BN0791'IT IS 22 FEET NW OF A CAIRN ON THE HIGHEST PART OF THE HILL.
 BN0791'
 BN0791'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 BN0791'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED BLACK 1944 AND
 BN0791'IS FLUSH WITH THE GROUND.
 BN0791'
 BN0791'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN
 BN0791'A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED BLACK
 BN0791'NO 1 1944 AND IS FLUSH WITH THE GROUND.
 BN0791'
 BN0791'REFERENCE MARK 2 IS 25 FEET S OF THE CAIRN.  IT IS A BRONZE
 BN0791'REFERENCE DISK CEMENTED IN A DRILL HOLE IN A BOULDER AND IS
 BN0791'STAMPED BLACK NO 2 1944.
 BN0791'
 BN0791'AZIMUTH MARK IS ABOUT 100 YARDS WSW OF THE CEMENT WATER
 BN0791'TANK MENTIONED BELOW, ABOUT 120 FEET W OF A 3-WAY GATE CORNER,
 BN0791'60 FEET S OF FENCELINE, AND 10 FEET SSW OF A WHITE WOODEN
 BN0791'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL
 BN0791'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED BLACK 1944.
 BN0791'
 BN0791'TO REACH STATION FROM THE POST OFFICE IN ROOSEVELT, GO
 BN0791'E ON U.S. HIGHWAY 290 FOR 6.9 MILES TO A DIRT ROAD LEFT
 BN0791'THROUGH BOARD GATE AT MAIL BOX OF FRANK B. BLACK.  TURN
 BN0791'LEFT THROUGH THE GATE, BEAR RIGHT ON THE OLD HIGHWAY FOR 0.05
 BN0791'MILE, TURN LEFT THROUGH ANOTHER GATE AND FOLLOW THE MAIN ROAD
 BN0791'N FOR 2.15 MILES TO A T-ROAD LEFT THROUGH A BOARD GATE.
 BN0791'TAKE THIS T-ROAD FOR 0.2 MILE TO THE BLACK HOME ON RIGHT.
 BN0791'CONTINUE 0.2 MILE, CROSS WASH, AND TAKE RIGHT FORK FOR 0.4
 BN0791'MILE TO A CEMENT WATER TANK AND CORRALS.  AZIMUTH MARK IS
 BN0791'HERE.  LEAVE TRUCK AND PACK W ALONG FENCE 1/2 MILE TO FENCE
 BN0791'CORNER, THENCE CONTINUE W ACROSS COUNTRY FOR 1/2 MILE TO
 BN0791'TOP OF HILL AND STATION.
 BN0791'
 BN0791'THE STATION MAY BE DRIVEN TO BY WAY OF THE RANCHES OF MRS.
 BN0791'CHARLES SIMONS AND E.A. BODE.  THE LATTER CAN INDICATE THE
 BN0791'BEST ROUTE FROM HIS HOME.  THIS ROUTE IS MUCH LONGER THAN
 BN0791'THE ONE GIVEN ABOVE, BUT HAS THE ADVANTAGE THAT A TRUCK CAN
 BN0791'BE DRIVEN TO THE STATION.
 BN0791'
 BN0791'VISIBILITY IS CLEAR TO THE S AND W, BUT IS OBSTRUCTED BY
 BN0791'CEDAR BRUSH IN OTHER DIRECTIONS.
 BN0791'
 BN0791'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2091 ***********************************************************************
 BL2091  DESIGNATION -  BLACK
 BL2091  PID         -  BL2091
 BL2091  STATE/COUNTY-  TX/HARDIN
 BL2091  USGS QUAD   -  BEVIL OAKS (1984)
 BL2091
 BL2091                         *CURRENT SURVEY CONTROL
 BL2091  ___________________________________________________________________
 BL2091* NAD 83(1993)-  30 12 54.88883(N)    094 17 13.55929(W)     ADJUSTED  
 BL2091* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 BL2091  ___________________________________________________________________
 BL2091  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BL2091  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL2091
 BL2091  HORZ ORDER  -  THIRD
 BL2091
 BL2091.The horizontal coordinates were established by classical geodetic methods
 BL2091.and adjusted by the National Geodetic Survey in February 1996..
 BL2091
 BL2091.The orthometric height was scaled from a topographic map.
 BL2091
 BL2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2091
 BL2091.The geoid height was determined by GEOID03.
 BL2091
 BL2091;                    North         East     Units Scale Factor Converg.
 BL2091;SPC TX C     - 3,076,629.694 1,281,814.470   MT  0.99997515   +3 06 51.0
 BL2091;SPC TX C     -10,093,909.25  4,205,419.64   sFT  0.99997515   +3 06 51.0
 BL2091;SPC TXSC     - 4,273,130.102 1,053,614.268   MT  0.99998104   +2 18 32.1
 BL2091;SPC TXSC     -14,019,427.68  3,456,732.81   sFT  0.99998104   +2 18 32.1
 BL2091;UTM  15      - 3,343,337.121   376,125.795   MT  0.99978931   -0 38 52.1
 BL2091
 BL2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2091!SPC TX C     -   1.00000213  x   0.99997515  =   0.99997728
 BL2091!SPC TXSC     -   1.00000213  x   0.99998104  =   0.99998317
 BL2091!UTM  15      -   1.00000213  x   0.99978931  =   0.99979144
 BL2091
 BL2091:                Primary Azimuth Mark                     Grid Az
 BL2091:SPC TX C     -  BLACK AZ MK                              094 12 55.3
 BL2091:SPC TXSC     -  BLACK AZ MK                              095 01 14.2
 BL2091:UTM  15      -  BLACK AZ MK                              097 58 38.4
 BL2091
 BL2091|---------------------------------------------------------------------|
 BL2091| PID    Reference Object                     Distance      Geod. Az  |
 BL2091|                                                           dddmmss.s |
 BL2091| CV8098 BLACK AZ MK                                        0971946.3 |
 BL2091| CV8099 BLACK RM 1                           30.165 METERS 13522     |
 BL2091| CV8100 BLACK RM 2                           28.357 METERS 21151     |
 BL2091| BL2095 SOUR LAKE SUN PLINE CO RAD MST      APPROX.13.6 KM 2331528.2 |
 BL2091| BL2097 SOUR LAKE MUNICIPAL TANK            APPROX.14.8 KM 2353300.6 |
 BL2091|---------------------------------------------------------------------|
 BL2091
 BL2091                          SUPERSEDED SURVEY CONTROL
 BL2091
 BL2091  NAD 83(1993)-  30 12 54.89258(N)    094 17 13.55322(W) AD(       ) 3
 BL2091  NAD 83(1986)-  30 12 54.90845(N)    094 17 13.54550(W) AD(       ) 3
 BL2091  NAD 27      -  30 12 54.14900(N)    094 17 12.86900(W) AD(       ) 3
 BL2091
 BL2091.Superseded values are not recommended for survey control.
 BL2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2091.See file dsdata.txt to determine how the superseded data were derived.
 BL2091
 BL2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7612643337(NAD 83)
 BL2091_MARKER: DS = TRIANGULATION STATION DISK
 BL2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2091
 BL2091  HISTORY     - Date     Condition        Report By
 BL2091  HISTORY     - 1952     MONUMENTED       CGS
 BL2091  HISTORY     - 1961     GOOD             CGS
 BL2091
 BL2091                          STATION DESCRIPTION
 BL2091
 BL2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2091'THE STATION IS LOCATED AT THE SOUTH EDGE OF A WOODED AREA,
 BL2091'11 MILES SOUTH OF KOUNTZE AND 8.5 MILES NORTHEAST OF SOUR
 BL2091'LAKE.  IT IS 37 FEET NORTH OF THE CENTER OF FARM ROAD 421,
 BL2091'17 FEET WEST NORTHWEST OF A TRIANGULAR BLAZED PINE TREE, 17
 BL2091'FEET NORTHEAST OF A TRIANGULAR BLAZED OAK TREE AND 2 FEET
 BL2091'SOUTH OF A WITNESS POST.  IT IS STAMPED BLACK 1952 AND PROJECTS
 BL2091'5 INCHES.
 BL2091'
 BL2091'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF THE CENTER OF FARM
 BL2091'ROAD 421 AND 12 FEET WEST SOUTHWEST OF A 6 INCH PINE TREE.
 BL2091'IT IS STAMPED BLACK NO 1 1952 AND PROJECTS 5 INCHES.
 BL2091'
 BL2091'REFERENCE MARK NO. 2 IS 39 FEET SOUTH OF THE CENTER OF FARM
 BL2091'ROAD 421, 35 FEET EAST OF POWER LINE POLE NUMBER 761 AND
 BL2091'1 FOOT NORTHEAST OF A ROAD RIGHT-OF-WAY MARKER.  IT IS STAMPED
 BL2091'BLACK NO 2 AND PROJECTS 5 INCHES.
 BL2091'
 BL2091'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL2091'NO. 2 IS 118.9 FEET.
 BL2091'
 BL2091'THE AZIMUTH MARK IS LOCATED 38 FEET SOUTH OF THE CENTER OF
 BL2091'FARM ROAD 421, 3 FEET WEST OF POWER LINE POLE NUMBER 751
 BL2091'AND 2 FEET NORTH OF A ROAD RIGHT-OF-WAY MARKER.  IT IS STAMPED
 BL2091'BLACK 1952 AND PROJECTS 5 INCHES.
 BL2091'
 BL2091'TO REACH THE STATION FROM THE POST OFFICE IN SOUR LAKE, GO
 BL2091'EAST FOR 0.05 MILE TO STATE HIGHWAY 326.  TURN LEFT AND GO
 BL2091'NORTH ON STATE HIGHWAY 326 FOR 0.05 MILE TO STATE HIGHWAY
 BL2091'105, TURN RIGHT AND GO EAST ON STATE HIGHWAYS 326 AND 105
 BL2091'FOR 0.45 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTH ON
 BL2091'STATE HIGHWAY 326 FOR 4.15 MILES TO A T ROAD RIGHT, TURN
 BL2091'RIGHT AND GO EAST AND NORTHEAST ON A HARD SURFACED ROAD FOR
 BL2091'4.7 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO EASTERLY
 BL2091'ON FARM ROAD 421 FOR 2.35 MILES TO THE STATION ON THE LEFT
 BL2091'AS DESCRIBED.
 BL2091'
 BL2091'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FARM
 BL2091'ROAD 421 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 BL2091'DESCRIBED.
 BL2091'
 BL2091'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BL2091
 BL2091                          STATION RECOVERY (1961)
 BL2091
 BL2091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AMG)
 BL2091'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 BL2091'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1092 ***********************************************************************
 CR1092  DESIGNATION -  BLACK
 CR1092  PID         -  CR1092
 CR1092  STATE/COUNTY-  TX/MARION
 CR1092  USGS QUAD   -  KELLYVILLE (1962)
 CR1092
 CR1092                         *CURRENT SURVEY CONTROL
 CR1092  ___________________________________________________________________
 CR1092* NAD 83(1993)-  32 51 00.52041(N)    094 22 31.77808(W)     ADJUSTED  
 CR1092* NAVD 88     -       127.     (meters)     417.     (feet)  SCALED    
 CR1092  ___________________________________________________________________
 CR1092  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 CR1092  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CR1092
 CR1092  HORZ ORDER  -  THIRD
 CR1092
 CR1092.The horizontal coordinates were established by classical geodetic methods
 CR1092.and adjusted by the National Geodetic Survey in February 1996..
 CR1092
 CR1092.The orthometric height was scaled from a topographic map.
 CR1092
 CR1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1092
 CR1092.The geoid height was determined by GEOID03.
 CR1092
 CR1092;                    North         East     Units Scale Factor Converg.
 CR1092;SPC TXNC     - 2,138,812.928   985,952.654   MT  0.99987877   +2 14 58.1
 CR1092;SPC TXNC     - 7,017,088.75  3,234,746.33   sFT  0.99987877   +2 14 58.1
 CR1092;UTM  15      - 3,635,512.340   371,285.185   MT  0.99980428   -0 44 46.4
 CR1092
 CR1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1092!SPC TXNC     -   0.99998424  x   0.99987877  =   0.99986301
 CR1092!UTM  15      -   0.99998424  x   0.99980428  =   0.99978852
 CR1092
 CR1092:                Primary Azimuth Mark                     Grid Az
 CR1092:SPC TXNC     -  BLACK AZ MK                              131 43 38.5
 CR1092:UTM  15      -  BLACK AZ MK                              134 43 23.0
 CR1092
 CR1092|---------------------------------------------------------------------|
 CR1092| PID    Reference Object                     Distance      Geod. Az  |
 CR1092|                                                           dddmmss.s |
 CR1092| CX5032 BLACK AZ MK                                        1335836.6 |
 CR1092| CX5033 BLACK RM 1                           15.720 METERS 19058     |
 CR1092| CX5034 BLACK RM 2                           10.757 METERS 34109     |
 CR1092|---------------------------------------------------------------------|
 CR1092
 CR1092                          SUPERSEDED SURVEY CONTROL
 CR1092
 CR1092  NAD 83(1993)-  32 51 00.52572(N)    094 22 31.76813(W) AD(       ) 3
 CR1092  NAD 83(1986)-  32 51 00.52697(N)    094 22 31.76689(W) AD(       ) 3
 CR1092  NAD 27      -  32 51 00.02670(N)    094 22 31.07220(W) AD(       ) 3
 CR1092
 CR1092.Superseded values are not recommended for survey control.
 CR1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1092.See file dsdata.txt to determine how the superseded data were derived.
 CR1092
 CR1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7128535512(NAD 83)
 CR1092_MARKER: DS = TRIANGULATION STATION DISK
 CR1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1092
 CR1092  HISTORY     - Date     Condition        Report By
 CR1092  HISTORY     - 1958     MONUMENTED       CGS
 CR1092  HISTORY     - 1974     GOOD             TXHD
 CR1092
 CR1092                          STATION DESCRIPTION
 CR1092
 CR1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1092'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH-NORTHWEST OF
 CR1092'JEFFERSON, 1/2 MILE NORTHWEST OF THE BIG OAKS SERVICE STATION
 CR1092'AND SKATING RINK AND 1/4 MILE WEST OF U.S. HIGHWAY 59.  ON
 CR1092'A BARE SANDY HILL SURROUNDED BY TIMBER.
 CR1092'
 CR1092'THE STATION MARK, A STANDARD DISK STAMPED BLACK 1958, IS
 CR1092'SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST PROJECTING
 CR1092'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ON
 CR1092'THE HIGHEST POINT OF THE HILL AND 10 FEET EAST OF A WHITE
 CR1092'WITNESS POST.
 CR1092'
 CR1092'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BLACK NO 1 1958,
 CR1092'IS SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST PROJECTING
 CR1092'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS SET
 CR1092'IN AN OLD FENCE LINE.
 CR1092'
 CR1092'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BLACK NO 2 1958,
 CR1092'IS SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST PROJECTING
 CR1092'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS SET
 CR1092'IN AN OLD FENCE LINE.
 CR1092'
 CR1092'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLACK 1958, IS
 CR1092'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CR1092'OF THE GROUND.  IT IS ABOUT 100 YARDS WEST OF THE CENTER OF
 CR1092'U.S. HIGHWAY 59, 75 YARDS WEST OF THE BIG OAKS SERVICE STATION,
 CR1092'100 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 CR1092'AND 2 FEET WEST OF THE SOUTHWEST CORNER OF THE BIG OAKS SKATING
 CR1092'RINK.
 CR1092'
 CR1092'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 CR1092'AND STATE HIGHWAY 49, IN THE NORTHWEST EDGE OF JEFFERSON,
 CR1092'GO NORTHERLY ON U.S. HIGHWAY 59 FOR 6 MILES TO THE BIG OAKS
 CR1092'SERVICE STATION AND SKATING RINK AND THE AZIMUTH MARK ON
 CR1092'THE LEFT, WEST, SIDE OF THE HIGHWAY AS DESCRIBED.  CONTINUE
 CR1092'NORTHERLY ON U.S. HIGHWAY 59 FOR 0.75 MILE TO A BLADED ROAD
 CR1092'ON THE LEFT, WEST, SIDE OF THE HIGHWAY.  TURN LEFT ON THE
 CR1092'BLADED ROAD, PASSING THROUGH A GATE AND ENTERING THE TIMBER
 CR1092'AND GO WESTERLY FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT
 CR1092'FORK AND GO 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 CR1092'ABOUT 50 YARDS TO A FORK.  TAKE THE LEFT FORK AND GO ABOUT
 CR1092'50 YARDS TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST
 CR1092'FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.15
 CR1092'MILE TO A GATE AT THE EDGE OF THE TIMBER.  PASS THROUGH THE
 CR1092'GATE AND GO SOUTHWEST ACROSS THE FIELD FOR 0.2 MILE TO THE
 CR1092'HIGHEST POINT OF THE HILL AND THE STATION AS DESCRIBED.
 CR1092'
 CR1092'NOTE--DUE TO THE SANDY CONDITIONS A 4-WHEEL DRIVE VEHICLE
 CR1092'IS REQUIRED TO DRIVE THE LAST 0.2 MILE.
 CR1092
 CR1092                          STATION RECOVERY (1974)
 CR1092
 CR1092'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (CLJ)
 CR1092'BLACK 1957-GOOD
 CR1092'
 CR1092'BLACK R.M. 1 AND R.M. 2-GOOD
 CR1092'
 CR1092'BLACK AZ. MK.-NOT SEARCHED FOR
 CR1092'
 CR1092'THE BLADED ROAD REFERRED TO IN THE 1958 DESCRIPTION IS NOW
 CR1092'A COUNTY ROAD.  BEAR WEST DOWN THIS CO. RD. FOR APPROX. .8 MI.
 CR1092'TO A FORK.  TAKE THE RIGHT FORK TO THE CREST OF THE HILL AND
 CR1092'A PLOWED SANDY FIELD.  FROM THIS POINT THE STA. IS 600 FT.
 CR1092'N.E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0413 ***********************************************************************
 BA0413  DESIGNATION -  BLACK
 BA0413  PID         -  BA0413
 BA0413  STATE/COUNTY-  TX/BREWSTER
 BA0413  USGS QUAD   -  YELLOW HOUSE PEAK (1983)
 BA0413
 BA0413                         *CURRENT SURVEY CONTROL
 BA0413  ___________________________________________________________________
 BA0413* NAD 83(1993)-  29 49 04.09027(N)    102 56 42.40245(W)     ADJUSTED  
 BA0413* NAVD 88     -      1030.     (meters)    3379.     (feet)  SCALED    
 BA0413  ___________________________________________________________________
 BA0413  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 BA0413  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 BA0413
 BA0413  HORZ ORDER  -  FIRST
 BA0413
 BA0413.The horizontal coordinates were established by classical geodetic methods
 BA0413.and adjusted by the National Geodetic Survey in February 1996..
 BA0413
 BA0413.The orthometric height was scaled from a topographic map.
 BA0413
 BA0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0413
 BA0413.The geoid height was determined by GEOID03.
 BA0413
 BA0413;                    North         East     Units Scale Factor Converg.
 BA0413;SPC TXSC     - 4,226,364.706   218,768.393   MT  0.99989864   -1 55 57.9
 BA0413;SPC TXSC     -13,865,998.21    717,742.64   sFT  0.99989864   -1 55 57.9
 BA0413;UTM  13      - 3,300,367.801   698,571.921   MT  1.00008652   +1 01 19.6
 BA0413
 BA0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0413!SPC TXSC     -   0.99984163  x   0.99989864  =   0.99974029
 BA0413!UTM  13      -   0.99984163  x   1.00008652  =   0.99992814
 BA0413
 BA0413|---------------------------------------------------------------------|
 BA0413| PID    Reference Object                     Distance      Geod. Az  |
 BA0413|                                                           dddmmss.s |
 BA0413| CH8420 BLACK RM 2                            7.078 METERS 01942     |
 BA0413| CH8418 BLACK AZ MK                                        0790936.4 |
 BA0413| CH8419 BLACK RM 1                            5.617 METERS 28142     |
 BA0413|---------------------------------------------------------------------|
 BA0413
 BA0413                          SUPERSEDED SURVEY CONTROL
 BA0413
 BA0413  NAD 83(1986)-  29 49 04.07678(N)    102 56 42.41678(W) AD(       ) 1
 BA0413  NAD 27      -  29 49 03.38300(N)    102 56 40.83400(W) AD(       ) 1
 BA0413
 BA0413.Superseded values are not recommended for survey control.
 BA0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0413.See file dsdata.txt to determine how the superseded data were derived.
 BA0413
 BA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP9857200368(NAD 83)
 BA0413_MARKER: DD = SURVEY DISK
 BA0413_SETTING: 66 = SET IN ROCK OUTCROP
 BA0413
 BA0413  HISTORY     - Date     Condition        Report By
 BA0413  HISTORY     - 1934     MONUMENTED       CGS
 BA0413  HISTORY     - 1943     GOOD             CGS
 BA0413  HISTORY     - 1958     GOOD             AMS
 BA0413
 BA0413                          STATION DESCRIPTION
 BA0413
 BA0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0413'THE STATION IS LOCATED ABOUT 4 MILES W OF YELLOWHOUSE PEAK,
 BA0413'13.5 MILES E OF THE MARATHON-BOQUILLAS ROAD, AND 10 MILES NNE
 BA0413'OF STILLWELL RANCH ON MAVILLAS CREEK.  IT IS ON THE HIGHEST, W,
 BA0413'KNOB OF A TWIN PEAK LOCALLY KNOWN AS EAST BLACK HILLS.  IT
 BA0413'IS ON THE E GROUP OF TWO GROUPS OF TWIN PEAKS OF BLACK MOSS
 BA0413'COVERED ROCK WHICH ARE SURROUNDED FLAT BRUSH-COVERED COUNTRY.
 BA0413'
 BA0413'THE STATION MARK IS ON THE TOP OF THE HIGHEST KNOB OF EAST
 BA0413'BLACK HILLS AND IS 10 FEET S OF A 4-FOOT ROCK CAIRN.
 BA0413'
 BA0413'STATION AND REFERENCE MARK NO. 1 ARE BRONZE DISKS SET IN DRILL
 BA0413'HOLES IN OUTCROPPING BEDROCK.
 BA0413'
 BA0413'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK ARE BRONZE DISKS
 BA0413'SET IN DRILL HOLES IN BOULDERS.
 BA0413'
 BA0413'REFERENCE MARK NO. 1 IS W OF THE STATION.
 BA0413'
 BA0413'REFERENCE MARK NO. 2 IS NNE OF THE STATION.
 BA0413'
 BA0413'THE AZIMUTH MARK IS E OF THE STATION AND IS ON THE TOP OF THE E
 BA0413'KNOB OF EAST BLACK HILLS.
 BA0413'
 BA0413'TO REACH THE STATION FROM LATTA RANCH ON SAN FRANCISCO CREEK
 BA0413'GO NW 2.55 MILES ON THE SANDERSON ROAD TO CROSSROADS AT THE TOP
 BA0413'OF RIDGE, CONTINUE NW ON THE LONGFELLOW ROAD 2.45 MILES TO
 BA0413'A WIRE GATE, CONTINUE 3.2 MILES TO A LARGE EARTH RESERVOIR TO
 BA0413'THE W OF THE ROAD, TURN LEFT, W, ON THE S SIDE OF THE RESERVOIR
 BA0413'ONTO A WORKED ROAD, GO 4.75 MILES TO A SMALL HOUSE AND WINDMILL
 BA0413'ON THE N BANK OF SAN FRANCISCO CREEK, BEAR LEFT ACROSS THE
 BA0413'CREEK AND GO 3.8 MILES TO A GATE JUST N OF EARTH RESERVOIR AND
 BA0413'CORRALS, TAKE RIGHT FORK, MAIN ROAD, GO 1.35 MILES TO FORKS,
 BA0413'TAKE LEFT FORK, GO 0.7 MILE, TAKE LEFT FORK SE (A GAP THRU
 BA0413'THE RIDGE IS ABOUT 1/2 MILE W) FOLLOW MAIN ROAD 4.20 MILES
 BA0413'TO BREWSTER OIL WELL, TURN SHARP LEFT, S, GO 0.75 MILE, TAKE
 BA0413'RIGHT FORK, GO 1.4 MILES, TAKE LEFT FORK, GO 2.9 MILES,
 BA0413'CROSS OVER EARTH DAM AT RESERVOIR, GO 4.1 MILES, STRAIGHT
 BA0413'AHEAD AT CROSSROADS, GO 2.4 MILES, LEAVE MAIN ROAD AND
 BA0413'GO S 0.35 MILE ACROSS BRUSH-COVERED FLATS TO BASE OF
 BA0413'KNOB.
 BA0413'
 BA0413'TO REACH THE STATION FROM THE W AND N FOLLOW THE MARATHON-BOQUILLAS
 BA0413'ROAD S FROM MARATHON 33.4 MILES TO A FORKS (THIS POINT IS 9.25
 BA0413'MILES N OF THE PERSIMMON GAP SERVICE STATION AND 2.65
 BA0413'MILES N OF A CONCRETE BRIDGE) TURN LEFT, SE ON THE STILLWELL
 BA0413'RANCH ROAD AND GO 1.4 MILES, TAKE LEFT FORK, GO 0.5 MILE CROSSING
 BA0413'CATTLE GUARD, CONTINUE 9.95 MILES, TAKE RIGHT FORK, STRAIGHT
 BA0413'AHEAD AT E END OF WEST BLACK HILLS, CONTINUE 2.65 MILES,
 BA0413'TURN RIGHT AND GO 0.35 MILE ACROSS COUNTRY TO THE BASE OF
 BA0413'KNOB.
 BA0413'
 BA0413'FROM THIS POINT PACK TO TOP OF W KNOB AND STATION.  ABOUT A
 BA0413'20-MINUTE PACK.  THE PACK IS VERY STEEP AND ROUGH.  THE BEST
 BA0413'ROUTE IS TO GO TO SADDLE BETWEEN THE KNOBS, THEN BEAR RIGHT
 BA0413'TO HIGHEST KNOB AND STATION.
 BA0413'
 BA0413'YELLOWHOUSE PEAK IS 4 MILES E OF THE STATION AND IS A PROMINENT
 BA0413'FLAT-TOPPED MOUNTAIN WITH YELLOWISH VERTICAL SIDES ABOUT 150
 BA0413'FEET HIGH SURROUNDING ITS SUMMIT.  IT IS SURROUNDED BY FLAT
 BA0413'BRUSH-COVERED LAND.
 BA0413'
 BA0413'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 BA0413'
 BA0413'DISTANCE BETWEEN REFERENCE MARKS IS 31.66 FEET.
 BA0413
 BA0413                          STATION RECOVERY (1943)
 BA0413
 BA0413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0413'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BA0413'
 BA0413'STATION IS LOCATED 13.5 MILES E OF THE MARATHON-BOQUILLAS
 BA0413'ROAD (STATE ROUTE 227), 34 MILES SE OF MARATHON, AND 4 MILES
 BA0413'W OF YELLOWHOUSE PEAK.  IT IS ON THE E ONE OF TWO TWIN HILLS
 BA0413'THAT RISE OUT OF FLAT BRUSHY LAND.  BOTH HILLS ARE COVERED
 BA0413'WITH BLACK MOSS-COVERED ROCK AND ARE KNOWN AS THE BLACK HILLS.
 BA0413'THE E ONE IS KNOWN AS EAST BLACK HILLS.  THE MARK IS ON THE
 BA0413'WESTERN PEAK AND HIGHEST POINT OF THIS TWIN PEAK.
 BA0413'
 BA0413'STATION IS ABOUT 15 FEET S OF A 4-FOOT CAIRN.  MARKED BY A
 BA0413'BRONZE TRIANGULATION-STATION DISK, STAMPED BLACK 1934, CEMENTED
 BA0413'IN A DRILL HOLE IN BEDROCK.
 BA0413'
 BA0413'REFERENCE MARK NO. 1 IS W OF THE STATION.  A BRONZE REFERENCE-MARK
 BA0413'DISK, STAMPED BLACK NO. 1 1934, CEMENTED IN A DRILL HOLE IN
 BA0413'BEDROCK.
 BA0413'
 BA0413'REFERENCE MARK NO. 2 IS NNE OF THE STATION.  A BRONZE REFERENCE-MARK
 BA0413'DISK, STAMPED BLACK NO. 2 1934, CEMENTED IN A DRILL HOLE IN
 BA0413'A BOULDER.
 BA0413'
 BA0413'THE AZIMUTH MARK IS E OF THE STATION ON TOP OF THE E PEAK OF
 BA0413'THE SAME HILL.  IT IS A BRONZE AZIMUTH-MARK DISK, STAMPED
 BA0413'BLACK 1934, CEMENTED IN A DRILL HOLE IN A BOULDER.
 BA0413'
 BA0413'TO REACH FROM MARATHON GO S ON THE TERLINGUA HIGHWAY (TEXAS
 BA0413'227) FOR 34.3 MILES TO A BLADED DIRT ROAD LEADING LEFT AT A
 BA0413'SIGN TOWLE.  TURN LEFT AND FOLLOW THIS ROAD SE 1.4 MILES.
 BA0413'TAKE LEFT FORK AND FOLLOW ROAD ESE 10.8 MILES TO A FORK OPPOSITE
 BA0413'THE E END OF WEST BLACK HILLS.  TAKE THE RIGHT FORK 1.6 MILES TO
 BA0413'A CATTLE GUARD AND GATE.  PASS OVER CATTLE GUARD AND CONTINUE
 BA0413'0.2 MILE TAKE RIGHT FORK 0.7 MILE.  TAKE LEFT FORK 0.5 MILE.  TURN
 BA0413'LEFT ON DIM TRACKS TOWARD HILL 0.3 MILE TO BASE OF MAIN HILL,
 BA0413'PASSING TO RIGHT OF LOW KNOLL.  PACK N TO SADDLE, THENCE LEFT TO W
 BA0413'SUMMIT, HIGHEST POINT AND STATION.
 BA0413'
 BA0413'A 20-MINUTE PACK.
 BA0413'
 BA0413'THE DISCREPANCIES OF 0.09 FOOT ON REFERENCE MARK NO. 1 AND 0.02
 BA0413'FOOT ON REFERENCE MARK NO. 2 WERE NOTED.
 BA0413
 BA0413                          STATION RECOVERY (1958)
 BA0413
 BA0413'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0413'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BA0413'
 BA0413'THE STATION IS LOCATED ON THE HIGHEST POINT OF A BLACK BUTTE,
 BA0413'34 FEET S OF LONE DARK BUSH AT SHARP DROP TO N.  18 FEET NNE OF
 BA0413'SHARP DROP TO THE SSW.  19 FEET W OF SHARP DROP TO THE E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1007 ***********************************************************************
 CD1007  DESIGNATION -  BLACK
 CD1007  PID         -  CD1007
 CD1007  STATE/COUNTY-  TX/HUDSPETH
 CD1007  USGS QUAD   -  BLACK MOUNTAINS (1984)
 CD1007
 CD1007                         *CURRENT SURVEY CONTROL
 CD1007  ___________________________________________________________________
 CD1007* NAD 83(1993)-  31 34 22.02085(N)    105 08 53.10944(W)     ADJUSTED  
 CD1007* NAVD 88     -      1695.6    (meters)    5563.     (feet)  VERTCON   
 CD1007  ___________________________________________________________________
 CD1007  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CD1007  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 CD1007
 CD1007  HORZ ORDER  -  FIRST
 CD1007
 CD1007.The horizontal coordinates were established by classical geodetic methods
 CD1007.and adjusted by the National Geodetic Survey in February 1996..
 CD1007
 CD1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1007
 CD1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1007
 CD1007.The geoid height was determined by GEOID03.
 CD1007
 CD1007;                    North         East     Units Scale Factor Converg.
 CD1007;SPC TX C     - 3,221,196.157   243,116.098   MT  0.99993132   -2 28 47.6
 CD1007;SPC TX C     -10,568,207.73    797,623.40   sFT  0.99993132   -2 28 47.6
 CD1007;UTM  13      - 3,493,093.076   485,948.016   MT  0.99960244   -0 04 39.1
 CD1007
 CD1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1007!SPC TX C     -   0.99973738  x   0.99993132  =   0.99966872
 CD1007!UTM  13      -   0.99973738  x   0.99960244  =   0.99933992
 CD1007
 CD1007:                Primary Azimuth Mark                     Grid Az
 CD1007:SPC TX C     -  EL PASO FORT WORTH AWY BCN 8 A           020 37 54.8
 CD1007:UTM  13      -  EL PASO FORT WORTH AWY BCN 8 A           018 13 46.3
 CD1007
 CD1007|---------------------------------------------------------------------|
 CD1007| PID    Reference Object                     Distance      Geod. Az  |
 CD1007|                                                           dddmmss.s |
 CD1007| CD1004 EL PASO FORT WORTH AWY BCN 8 A      APPROX.20.2 KM 0180907.2 |
 CD1007| CD0989 PEAK 1                              APPROX.45.3 KM 0345127.9 |
 CD1007| CH8416 BLACK RM 1                                         03632     |
 CD1007| CH8414 BLACK AZ MK                                        0501639.2 |
 CD1007| CH8417 BLACK RM 2                           13.966 METERS 23742     |
 CD1007| CH8415 BLACK RM                              3.380 METERS 26310     |
 CD1007| CD1088 EL PASO FORT WORTH AWY BCN 2        APPROX.84.6 KM 2892449.2 |
 CD1007| CD1087 EL PASO FORT WORTH AWY BCN 3        APPROX.66.0 KM 2942937.2 |
 CD1007| CD1081 EL PASO FORT WORTH AWY BCN 4        APPROX.52.4 KM 2994724.6 |
 CD1007| CD1012 EL PASO FORT WORTH AWY BCN 6        APPROX.30.0 KM 3200605.6 |
 CD1007|---------------------------------------------------------------------|
 CD1007
 CD1007                          SUPERSEDED SURVEY CONTROL
 CD1007
 CD1007  NAD 83(1986)-  31 34 22.02269(N)    105 08 53.10703(W) AD(       ) 1
 CD1007  NAD 27      -  31 34 21.59400(N)    105 08 51.28500(W) AD(       ) 1
 CD1007  NGVD 29 (07/19/86) 1695.0    (m)         5561.     (f) VERT ANG       
 CD1007
 CD1007.Superseded values are not recommended for survey control.
 CD1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1007.See file dsdata.txt to determine how the superseded data were derived.
 CD1007
 CD1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ8594893093(NAD 83)
 CD1007_MARKER: DS = TRIANGULATION STATION DISK
 CD1007_SETTING: 66 = SET IN ROCK OUTCROP
 CD1007_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CD1007
 CD1007  HISTORY     - Date     Condition        Report By
 CD1007  HISTORY     - 1909     MONUMENTED       CGS
 CD1007  HISTORY     - 1931     GOOD             CGS
 CD1007  HISTORY     - 1934     GOOD             CGS
 CD1007
 CD1007                          STATION DESCRIPTION
 CD1007
 CD1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CD1007'STATION IS 30 MILES DIRECT AND 35 MILES BY ROAD, NNE FROM
 CD1007'SIERRA BLANCA, A TOWN AT THE JUNCTION OF THE SOUTHERN PACIFIC
 CD1007'AND THE TEXAS AND PACIFIC RAILWAYS, AND ON THE HIGHEST AND
 CD1007'MOST SOUTHERN POINT OF THE SE END OF A SMALL RANGE OF ISOLATED
 CD1007'MOUNTAINS KNOWN LOCALLY AS THE BLACK MOUNTAINS, BUT GIVEN AS
 CD1007'THE SIERRA PRIETA MOUNTAINS ON THE UNITED STATES GEOLOGICAL
 CD1007'SURVEY MAP OF THIS REGION.  THE STATION IS ABOUT 400 METERS
 CD1007'(1,312 FEET) S OF SALT (U.S.G.S), WHICH IS MARKED BY A LARGE
 CD1007'ROCK ON A VERY ROUGH PEAK OF ABOUT THE SAME HEIGHT AS THE
 CD1007'ONE DESCRIBED ABOVE.  STATION IS MARKED BY A STANDARD DISK
 CD1007'SET IN A DRILL HOLE IN BEDROCK.  THE REFERENCE MARK, A
 CD1007'GALVANIZED NAIL DRIVEN INTO A CREVICE IN A ROCK 6 INCHES
 CD1007'BELOW ITS TOP AND ON THE OPPOSITE SIDE OF THE ROCK FROM
 CD1007'THE STATION, IS 3.39 METERS (11.1 FEET) FROM THE STATION.
 CD1007
 CD1007                          STATION RECOVERY (1934)
 CD1007
 CD1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1007'THE STATION WAS RECOVERED AS DESCRIBED.  A DETAILED DESCRIPTION
 CD1007'OF THE STATION FOLLOWS--IT IS ABOUT 29 MILES NNE OF SIERRA
 CD1007'BLANCA AND 13 MILES SSW OF SALT FLAT.  IT IS ON THE HIGHEST
 CD1007'PEAK AT THE S END OF A GROUP OF ISOLATED MOUNTAINS KNOWN AS
 CD1007'THE BLACK MOUNTAINS.  THE STATION IS ON THE HIGHEST POINT OF
 CD1007'A VERY ROCKY RIDGE WHICH RUNS E AND W WITH THE GROUP OF
 CD1007'MOUNTAINS AND IS STAMPED BLACK-1909-1934.
 CD1007'
 CD1007'NEW REFERENCE AND AZIMUTH MARKS WERE ESTABLISHED.  THEY ARE
 CD1007'STANDARD DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 CD1007'
 CD1007'REFERENCE MARK NO. 1 IS NE OF THE STATION AND IS STAMPED
 CD1007'BLACK-1934.
 CD1007'
 CD1007'REFERENCE MARK NO. 2 IS WSW OF THE STATION AND IS STAMPED
 CD1007'BLACK-1934.
 CD1007'
 CD1007'REFERENCE MARK (1909), A NAIL DRIVEN IN THE W SIDE OF A
 CD1007'BOULDER ABOUT 6 INCHES FROM ITS TOP AND ON THE OPPOSITE SIDE
 CD1007'OF THE BOULDER FROM THE STATION, WAS RECOVERED AS DESCRIBED.
 CD1007'
 CD1007'THE AZIMUTH MARK IS NE OF THE STATION, ON THE HIGHEST POINT
 CD1007'OF THE ROCKY HUMP NE OF THE STATION.  IT IS STAMPED BLACK-1934.
 CD1007'
 CD1007'TO REACH THE STATION FROM SIERRA BLANCA ON U.S. HIGHWAY 80
 CD1007'GO N 0.5 MILE FROM THE FORD GARAGE ON THE MAIN STREET, CROSSING
 CD1007'THE RAILROAD TRACKS TO THE E OF THE DEPOT AND CONTINUING
 CD1007'PAST THE SCHOOLHOUSE, TO A CROSSROADS WHERE THERE IS A
 CD1007'TELEPHONE LINE RUNNING E AND W.  TURN RIGHT, E, ON GRADED
 CD1007'DIRT ROAD AND GO E AND THEN N 6.15 MILES TO A CATTLE GUARD
 CD1007'ACROSS THE HIGHWAY.  CONTINUE ON THIS HIGHWAY 18.35 MILES TO
 CD1007'A DIRT TANK AND WOOD CORRALS ON THE E SIDE OF THE ROAD.
 CD1007'CONTINUE N ON THE HIGHWAY 3.55 MILES FROM THIS POINT, TO A
 CD1007'POINT WHERE THE GRADED HIGHWAY TURNS SHARP LEFT.  CONTINUE
 CD1007'STRAIGHT AHEAD AT THIS POINT, CROSSING CATTLE GUARD IN
 CD1007'FENCE ON N SIDE OF GRADED ROAD, AND FOLLOW MAIN-TRAVELED
 CD1007'ROAD N 6.25 MILES TO SCRATCH ROAD (MITCHELL).  (THERE
 CD1007'ARE RED BUILDINGS AND A LARGE WINDMILL HERE.) TAKE
 CD1007'THE ROAD THAT LEADS TO THE S FROM THE S SIDE OF THE
 CD1007'RANCH BUILDING AND FOLLOW IT 3.45 MILES TO A FORKS.
 CD1007'TAKE THE RIGHT FORK AND CONTINUE 3.2 MILES TO A FORKS
 CD1007'WHICH IS ABOUT 500 FEET N OF AN E-AND-W FENCE.  TAKE
 CD1007'LEFT FORK AND GO E ALONG THE N SIDE OF THE FENCE 3.8
 CD1007'MILES TO A FORKS.  CONTINUE STRAIGHT AHEAD ON THE RIGHT
 CD1007'FORK AND GO 1.9 MILES TO A N-AND-S FENCE.  GO THROUGH GATE
 CD1007'AND TURN LEFT, N, AND GO N ALONG THE E SIDE OF THE FENCE
 CD1007'1.35 MILES TO A GATE IN THE FENCE.  (FROM THIS POINT
 CD1007'THE STATION BEARS N 34 DEG E (MAGNETIC) AND THE BREAK IN
 CD1007'THE RIM THROUGH WHICH ONE MUST GO TO REACH THE STATION
 CD1007'BEARS N 30 DEG 3E.) TURN RIGHT, E, AND DRIVE ACROSS
 CD1007'COUNTRY TO THE BASE OF THE MOUNTAIN.
 CD1007'
 CD1007'FROM THIS POINT CLIMB RIDGE AND GO UP THROUGH THE BREAK IN
 CD1007'THE RIM TO THE RIGHT OF THE HIGHEST POINT.  AFTER SCALING
 CD1007'FIRST RIDGE CONTINUE E OVER TABLE LAND AND THEN CLIMB TO
 CD1007'THE HIGHEST POINT OF THE ROCKY RIDGE TO THE E.  A 40-MINUTE
 CD1007'PACK WITH A HEAVY LOAD.
 CD1007'
 CD1007'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CD1007'
 CD1007'DRINKING WATER AND ALL SUPPLIES IN SIERRA BLANCA.  TRUCK
 CD1007'WATER AT SURFACE TANK ABOUT 3 MILES W OF THE END OF TRUCK
 CD1007'TRAVEL OR AT SCRATCH RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6378 ***********************************************************************
 AW6378  DESIGNATION -  BLACK 1930
 AW6378  PID         -  AW6378
 AW6378  STATE/COUNTY-  TX/HARRIS
 AW6378  USGS QUAD   -  LA PORTE (1982)
 AW6378
 AW6378                         *CURRENT SURVEY CONTROL
 AW6378  ___________________________________________________________________
 AW6378* NAD 83(1993)-  29 42 54.41220(N)    095 01 07.06062(W)     ADJUSTED  
 AW6378* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6378  ___________________________________________________________________
 AW6378  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW6378  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6378
 AW6378  HORZ ORDER  -  THIRD
 AW6378
 AW6378.The horizontal coordinates were established by classical geodetic methods
 AW6378.and adjusted by the National Geodetic Survey in February 1996..
 AW6378
 AW6378.The orthometric height was scaled from a topographic map.
 AW6378
 AW6378.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6378
 AW6378.The geoid height was determined by GEOID03.
 AW6378
 AW6378;                    North         East     Units Scale Factor Converg.
 AW6378;SPC TXSC     - 4,215,108.425   985,121.621   MT  0.99988518   +1 57 01.9
 AW6378;SPC TXSC     -13,829,068.22  3,232,019.85   sFT  0.99988518   +1 57 01.9
 AW6378;UTM  15      - 3,288,923.919   304,733.627   MT  1.00007047   -1 00 03.3
 AW6378
 AW6378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6378!SPC TXSC     -   1.00000411  x   0.99988518  =   0.99988929
 AW6378!UTM  15      -   1.00000411  x   1.00007047  =   1.00007458
 AW6378
 AW6378                          SUPERSEDED SURVEY CONTROL
 AW6378
 AW6378  NAD 83(1986)-  29 42 54.42833(N)    095 01 07.04157(W) AD(       ) 3
 AW6378  NAD 27      -  29 42 53.60539(N)    095 01 06.29792(W) AD(       ) 3
 AW6378
 AW6378.Superseded values are not recommended for survey control.
 AW6378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6378.See file dsdata.txt to determine how the superseded data were derived.
 AW6378
 AW6378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0473488924(NAD 83)
 AW6378_MARKER: N = NAIL
 AW6378_SETTING: 0 = UNSPECIFIED SETTING
 AW6378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6378
 AW6378  HISTORY     - Date     Condition        Report By
 AW6378  HISTORY     - 1930     MONUMENTED       CGS
 AW6378  HISTORY     - 1934     GOOD             TXGS
 AW6378  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6378  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 AW6378
 AW6378                          STATION DESCRIPTION
 AW6378
 AW6378'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JAB)
 AW6378'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 190+00.
 AW6378'STATION IS LOCATED ON THE NARROW NECK OF LAND BETWEEN BLACK
 AW6378'DUCK BAY AND HOUSTON SHIP CHANNEL, ABOUT 500 METERS NE FROM
 AW6378'THE N END OF JENNINGS ISLAND, ABOUT 600 METERS S OF S
 AW6378'CORNER OF LEVEE AROUND HUMBLE OIL PROPERTY AT BAYTOWN.  IT IS
 AW6378'69 METERS W FROM THE SHORELINE OF THE SHIP CHANNEL AND ABOUT
 AW6378'100 METERS E OF THE SHORELINE OF BLACK DUCK BAY.
 AW6378'
 AW6378'STATION IS MARKED BY A NAIL IN THE TOP OF A MASS OF CONCRETE
 AW6378'WHOSE SURFACE IS FLUSH WITH THE GROUND.  THE STATION NUMBER
 AW6378'IS STAMPED ON THE CONCRETE.
 AW6378'
 AW6378'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6378'
 AW6378'REFERENCE MARK 1 IS 13.55 METERS FROM STATION S 64 DEG W.
 AW6378'
 AW6378'REFERENCE MARK 2 IS 21.22 METERS FROM STATION S 20 DEG E.
 AW6378
 AW6378                          STATION RECOVERY (1934)
 AW6378
 AW6378'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6378'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 AW6378'AS DESCRIBED.
 AW6378
 AW6378                          STATION RECOVERY (1952)
 AW6378
 AW6378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6378'STATION WAS NOT RECOVERED.  THE AREA IS USED BY THE BAYTOWN
 AW6378'REFINERY FOR A DUMPING GROUND.  IT HAS BEEN FILLED IN AND
 AW6378'LEVELLED OFF BY BULLDOZER.  IF THE STATION EXISTS, IT COULD
 AW6378'BE FOUND ONLY BY EXTENSIVE SURVEY METHODS.
 AW6378
 AW6378                          STATION RECOVERY (1997)
 AW6378
 AW6378'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0190 ***********************************************************************
 EO0190  DESIGNATION -  BLACK AZ MK
 EO0190  PID         -  EO0190
 EO0190  STATE/COUNTY-  TX/PARMER
 EO0190  USGS QUAD   -  SUMMERFIELD (1966)
 EO0190
 EO0190                         *CURRENT SURVEY CONTROL
 EO0190  ___________________________________________________________________
 EO0190* NAD 83(1986)-  34 42 49.     (N)    102 36 46.     (W)     SCALED    
 EO0190* NAVD 88     -      1220.299  (meters)    4003.60   (feet)  ADJUSTED  
 EO0190  ___________________________________________________________________
 EO0190  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 EO0190  DYNAMIC HT  -        1218.740 (meters)    3998.48  (feet)  COMP
 EO0190  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 EO0190
 EO0190  VERT ORDER  -  FIRST     CLASS II
 EO0190
 EO0190.The horizontal coordinates were scaled from a topographic map and have
 EO0190.an estimated accuracy of +/- 6 seconds.
 EO0190
 EO0190.The orthometric height was determined by differential leveling
 EO0190.and adjusted by the National Geodetic Survey in June 1991..
 EO0190
 EO0190.The geoid height was determined by GEOID03.
 EO0190
 EO0190.The dynamic height is computed by dividing the NAVD 88
 EO0190.geopotential number by the normal gravity value computed on the
 EO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0190.degrees latitude (g = 980.6199 gals.).
 EO0190
 EO0190.The modeled gravity was interpolated from observed gravity values.
 EO0190
 EO0190;                    North         East    Units  Estimated Accuracy
 EO0190;SPC TX N     - 1,079,740.       98,070.      MT  (+/- 180 meters Scaled)
 EO0190
 EO0190                          SUPERSEDED SURVEY CONTROL
 EO0190
 EO0190  NGVD 29 (??/??/92) 1219.75   (m)         4001.8    (f) COMPUTED    1 2
 EO0190
 EO0190.Superseded values are not recommended for survey control.
 EO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0190.See file dsdata.txt to determine how the superseded data were derived.
 EO0190
 EO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU186438(NAD 83)
 EO0190_MARKER: DZ = AZIMUTH MARK DISK
 EO0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0190_STAMPING: BLACK 1934 AZIMUTH
 EO0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0190+STABILITY: SURFACE MOTION
 EO0190
 EO0190  HISTORY     - Date     Condition        Report By
 EO0190  HISTORY     - 1934     MONUMENTED       CGS
 EO0190  HISTORY     - 1958     GOOD             NGS
 EO0190  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0190
 EO0190                          STATION DESCRIPTION
 EO0190
 EO0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0190'2.75 MI N FROM BLACK.
 EO0190'ABOUT 0.3 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0190'THE STATION AT BLACK, THENCE ABOUT 1.4 MILES NORTH ALONG A GRADED DIRT
 EO0190'ROAD, THENCE ABOUT 0.6 MILE WEST ALONG A PRIVATE ROAD LEADING TO A
 EO0190'FARMHOUSE, THENCE ABOUT 0.45 MILE NORTH FROM THE FARMHOUSE, AT THE
 EO0190'CORNER OF A NORTH-SOUTH AND EAST-WEST ROAD, 43 FEET SOUTHWEST OF THE
 EO0190'CENTER LINE OF THE ROADS, 25 FEET NORTHEAST OF A POWER POLE, 1 FOOT
 EO0190'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 EO0190'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE MARK APPEARS
 EO0190'TO HAVE BEEN HIT, PART OF THE CONCRETE POST IS BROKEN OFF AND A SMALL
 EO0190'PORTION OF THE DISK IS BROKEN OFF.
 EO0190
 EO0190                          STATION RECOVERY (1984)
 EO0190
 EO0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0663 ***********************************************************************
 AZ0663  DESIGNATION -  BLACK ET
 AZ0663  PID         -  AZ0663
 AZ0663  STATE/COUNTY-  TX/EDWARDS
 AZ0663  USGS QUAD   -  FLAT ROCK CREEK NW (1978)
 AZ0663
 AZ0663                         *CURRENT SURVEY CONTROL
 AZ0663  ___________________________________________________________________
 AZ0663* NAD 83(1993)-  29 44 23.69226(N)    100 38 54.10599(W)     ADJUSTED  
 AZ0663* NAVD 88     -       625.9    (meters)    2053.     (feet)  VERTCON   
 AZ0663  ___________________________________________________________________
 AZ0663  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AZ0663  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AZ0663
 AZ0663  HORZ ORDER  -  SECOND
 AZ0663
 AZ0663.The horizontal coordinates were established by classical geodetic methods
 AZ0663.and adjusted by the National Geodetic Survey in February 1996..
 AZ0663
 AZ0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0663
 AZ0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0663
 AZ0663.The geoid height was determined by GEOID03.
 AZ0663
 AZ0663;                    North         East     Units Scale Factor Converg.
 AZ0663;SPC TXSC     - 4,212,424.737   440,565.637   MT  0.99988814   -0 48 27.2
 AZ0663;SPC TXSC     -13,820,263.49  1,445,422.43   sFT  0.99988814   -0 48 27.2
 AZ0663;UTM  14      - 3,291,104.010   340,595.054   MT  0.99991352   -0 49 04.3
 AZ0663
 AZ0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0663!SPC TXSC     -   0.99990524  x   0.99988814  =   0.99979339
 AZ0663!UTM  14      -   0.99990524  x   0.99991352  =   0.99981877
 AZ0663
 AZ0663|---------------------------------------------------------------------|
 AZ0663| PID    Reference Object                     Distance      Geod. Az  |
 AZ0663|                                                           dddmmss.s |
 AZ0663| CV4272 BLACK ET RM 1                        25.984 METERS 03909     |
 AZ0663| CV4273 BLACK ET RM 2                        25.224 METERS 15410     |
 AZ0663| AZ0657 CARTA ET                            APPROX. 7.3 KM 3324817.9 |
 AZ0663|---------------------------------------------------------------------|
 AZ0663
 AZ0663                          SUPERSEDED SURVEY CONTROL
 AZ0663
 AZ0663  NAD 83(1986)-  29 44 23.68547(N)    100 38 54.09088(W) AD(       ) 2
 AZ0663  NAD 27      -  29 44 22.90039(N)    100 38 52.76280(W) AD(       ) 2
 AZ0663  NGVD 29 (07/19/86)  625.8    (m)         2053.     (f) VERT ANG       
 AZ0663
 AZ0663.Superseded values are not recommended for survey control.
 AZ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0663.See file dsdata.txt to determine how the superseded data were derived.
 AZ0663
 AZ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT4059591104(NAD 83)
 AZ0663_MARKER: DD = SURVEY DISK
 AZ0663_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0663
 AZ0663  HISTORY     - Date     Condition        Report By
 AZ0663  HISTORY     - 1971     MONUMENTED       USGS
 AZ0663
 AZ0663                          STATION DESCRIPTION
 AZ0663
 AZ0663'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0663'THE STATION IS LOCATED SOUTH 24 DEGREES EAST, 4 MILES AIRLINE
 AZ0663'DISTANCE FROM CARTA VALLEY, TEXAS, ON THE WEST SIDE OF A
 AZ0663'NORTH-SOUTH RIDGE ON LAND OWNED BY PAT BLACK.
 AZ0663'
 AZ0663'TO REACH FROM CARTA VALLEY, TEXAS, GO 4.7 MILES SOUTH ON PRIVATE
 AZ0663'ROAD TO BLACK RANCH, THRU GATE IN NORTH-SOUTH FENCE GO 0.7 MILES
 AZ0663'EAST ON TRACK ROAD TO FORK LEFT (NORTH), GO 0.3 MILES NORTH ON
 AZ0663'TRACK ROAD ALONG TOP OF RIDGE TO STATION SITE ON THE LEFT
 AZ0663'(WEST).  9.5 FEET SOUTHEAST OF A USGS WITNESS SIGN MOUNTED ON A
 AZ0663'METAL POST.
 AZ0663'
 AZ0663'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET IN
 AZ0663'OUTCROPPING BEDROCK.
 AZ0663'
 AZ0663'STATION MARK--TABLET STAMPED BLACK ET 1971.
 AZ0663'
 AZ0663'REFERENCE MARK NO. 1--TABLET STAMPED, BLACK ET 1971-NO. 1.
 AZ0663'
 AZ0663'REFERENCE MARK NO. 2--TABLET STAMPED, BLACK ET 1971-NO. 2.
 AZ0663'
 AZ0663'STATION CARTA ET 1971, IS VISIBLE FROM THE GROUND AT THIS
 AZ0663'STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE
 AZ0663'MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6074 ***********************************************************************
 AW6074  DESIGNATION -  BLACK POINT
 AW6074  PID         -  AW6074
 AW6074  STATE/COUNTY-  TX/CHAMBERS
 AW6074  USGS QUAD   -  OAK ISLAND (1994)
 AW6074
 AW6074                         *CURRENT SURVEY CONTROL
 AW6074  ___________________________________________________________________
 AW6074* NAD 83(1993)-  29 40 51.46446(N)    094 41 45.61763(W)     ADJUSTED  
 AW6074* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6074  ___________________________________________________________________
 AW6074  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW6074  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6074
 AW6074  HORZ ORDER  -  SECOND
 AW6074
 AW6074.The horizontal coordinates were established by classical geodetic methods
 AW6074.and adjusted by the National Geodetic Survey in February 1996..
 AW6074
 AW6074.The orthometric height was scaled from a topographic map.
 AW6074
 AW6074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6074
 AW6074.The geoid height was determined by GEOID03.
 AW6074
 AW6074;                    North         East     Units Scale Factor Converg.
 AW6074;SPC TXSC     - 4,212,431.184 1,016,454.943   MT  0.99988142   +2 06 30.9
 AW6074;SPC TXSC     -13,820,284.64  3,334,819.26   sFT  0.99988142   +2 06 30.9
 AW6074;UTM  15      - 3,284,637.183   335,891.263   MT  0.99993230   -0 50 24.0
 AW6074
 AW6074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6074!SPC TXSC     -   1.00000396  x   0.99988142  =   0.99988538
 AW6074!UTM  15      -   1.00000396  x   0.99993230  =   0.99993626
 AW6074
 AW6074:                Primary Azimuth Mark                     Grid Az
 AW6074:SPC TXSC     -  TRINITY RIVER BEACON B                   358 27 57.5
 AW6074:UTM  15      -  TRINITY RIVER BEACON B                   001 24 52.4
 AW6074
 AW6074|---------------------------------------------------------------------|
 AW6074| PID    Reference Object                     Distance      Geod. Az  |
 AW6074|                                                           dddmmss.s |
 AW6074| AW6059 TRINITY RIVER BEACON B              APPROX. 8.3 KM 0003428.4 |
 AW6074| CV8745 BLACK POINT RM 1                                   0794454.0 |
 AW6074| CV8746 BLACK POINT RM 2                     24.775 METERS 16258     |
 AW6074| AW6076 DOUBLE BAYOU BEACON 4               APPROX. 3.7 KM 1914944.6 |
 AW6074| AW6078 DOUBLE BAYOU BEACON 2               APPROX. 4.5 KM 2053105.1 |
 AW6074| AW6075 DOUBLE BAYOU USE 1900                50.130 METERS 28118     |
 AW6074| AW6077 TRINITY RIVER BEACON A              APPROX. 6.6 KM 3504154.2 |
 AW6074|---------------------------------------------------------------------|
 AW6074
 AW6074                          SUPERSEDED SURVEY CONTROL
 AW6074
 AW6074  NAD 83(1986)-  29 40 51.48153(N)    094 41 45.59883(W) AD(       ) 2
 AW6074  NAD 27      -  29 40 50.67300(N)    094 41 44.89500(W) AD(       ) 2
 AW6074
 AW6074.Superseded values are not recommended for survey control.
 AW6074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6074.See file dsdata.txt to determine how the superseded data were derived.
 AW6074
 AW6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3589184637(NAD 83)
 AW6074_MARKER: DS = TRIANGULATION STATION DISK
 AW6074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6074
 AW6074  HISTORY     - Date     Condition        Report By
 AW6074  HISTORY     - 1932     MONUMENTED       CGS
 AW6074  HISTORY     - 1940     GOOD             CGS
 AW6074  HISTORY     - 1950     GOOD             HUMBLE
 AW6074  HISTORY     - 1962     GOOD             CGS
 AW6074  HISTORY     - 1972     GOOD             LOCENG
 AW6074
 AW6074                          STATION DESCRIPTION
 AW6074
 AW6074'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6074'ABOUT 6 MILES S OF ANAHUAC, ON THE E SHORE OF GALVESTON BAY,
 AW6074'AND ON THE MRS. F.A. SMITH PROPERTY.  IT IS 0.3 MILE WSW
 AW6074'OF THE SMITH HOUSE, 168.4 FEET E OF BLUFF.
 AW6074'
 AW6074'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW6074'SET IN CONCRETE.
 AW6074'
 AW6074'A U.S.E. MARK IS 50.13 METERS W OF THE STATION, AT THE WATERS
 AW6074'EDGE.  IT WILL SOON BE WASHED AWAY.
 AW6074
 AW6074                          STATION RECOVERY (1940)
 AW6074
 AW6074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (WLH)
 AW6074'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AW6074
 AW6074                          STATION RECOVERY (1950)
 AW6074
 AW6074'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1950
 AW6074'IT WAS FOUND THAT THE SURFACE MARK HAD BEEN PLOWED OUT, AS
 AW6074'THE STATION IS LOCATED IN OLD RICE FIELD.  THE UNDERGROUND
 AW6074'MARK WAS FOUND IN GOOD CONDITION.  THE TRINITY BAY BLUFF
 AW6074'BANK HAS ERODED TO WITHIN APPROXIMATELY 100 FEET OF THE
 AW6074'STATION.  MR. F.A. SMITHS HOUSE HAS BEEN REMOVED.
 AW6074'
 AW6074'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 AW6074'
 AW6074'THE FOLLOWING AZIMUTHS WERE COMPUTED BY OCCUPYING THE UNDERGROUND
 AW6074'MARK FOR BLACK POINT STATION AND SIGHTING ON STATION SCHERER--
 AW6074'
 AW6074'THE MARK FOR REFERENCE MARK 1 IS LOCATED 1,553.0 FEET
 AW6074'N 79 DEG 45 MIN E.
 AW6074'
 AW6074'THE MARK FOR REFERENCE MARK 2 IS LOCATED 81.28 FEET S 17 DEG
 AW6074'02 MIN E.
 AW6074'
 AW6074'THE U.S.E.D. MARK W OF THE STATION HAS BEEN WASHED OUT.
 AW6074
 AW6074                          STATION RECOVERY (1962)
 AW6074
 AW6074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW6074'THE SURFACE MARK HAS NOT BEEN REPLACED.  THE UNDERGROUND MARK
 AW6074'WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 AW6074'NOT SEARCHED FOR.  THE PREVIOUS DESCRIPTIONS ARE ADEQUATE.
 AW6074
 AW6074                          STATION RECOVERY (1972)
 AW6074
 AW6074'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 AW6074'RECOVERED BY MC CULLEY AND HALL CONS ENGRS.
 AW6074'
 AW6074'TOP MONUMENT FOUND BUT MOVED LOWER MONUMENT STILL IN GOOD
 AW6074'SHAPE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0187 ***********************************************************************
 EO0187  DESIGNATION -  BLACK RM 1
 EO0187  PID         -  EO0187
 EO0187  STATE/COUNTY-  TX/PARMER
 EO0187  USGS QUAD   -  SUMMERFIELD (1966)
 EO0187
 EO0187                         *CURRENT SURVEY CONTROL
 EO0187  ___________________________________________________________________
 EO0187* NAD 83(1986)-  34 42 24.     (N)    102 36 48.     (W)     SCALED    
 EO0187* NAVD 88     -      1220.089  (meters)    4002.91   (feet)  ADJUSTED  
 EO0187  ___________________________________________________________________
 EO0187  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 EO0187  DYNAMIC HT  -        1218.528 (meters)    3997.79  (feet)  COMP
 EO0187  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 EO0187
 EO0187  VERT ORDER  -  FIRST     CLASS II
 EO0187
 EO0187.The horizontal coordinates were scaled from a topographic map and have
 EO0187.an estimated accuracy of +/- 6 seconds.
 EO0187
 EO0187.The orthometric height was determined by differential leveling
 EO0187.and adjusted by the National Geodetic Survey in June 1991..
 EO0187
 EO0187.The geoid height was determined by GEOID03.
 EO0187
 EO0187.The dynamic height is computed by dividing the NAVD 88
 EO0187.geopotential number by the normal gravity value computed on the
 EO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0187.degrees latitude (g = 980.6199 gals.).
 EO0187
 EO0187.The modeled gravity was interpolated from observed gravity values.
 EO0187
 EO0187;                    North         East    Units  Estimated Accuracy
 EO0187;SPC TX N     - 1,078,970.       98,010.      MT  (+/- 180 meters Scaled)
 EO0187
 EO0187                          SUPERSEDED SURVEY CONTROL
 EO0187
 EO0187  NGVD 29 (??/??/92) 1219.54   (m)         4001.1    (f) COMPUTED    1 2
 EO0187
 EO0187.Superseded values are not recommended for survey control.
 EO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0187.See file dsdata.txt to determine how the superseded data were derived.
 EO0187
 EO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU185431(NAD 83)
 EO0187_MARKER: DR = REFERENCE MARK DISK
 EO0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0187_STAMPING: BLACK 1934 NO 1
 EO0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0187+STABILITY: SURFACE MOTION
 EO0187
 EO0187  HISTORY     - Date     Condition        Report By
 EO0187  HISTORY     - 1934     MONUMENTED       CGS
 EO0187  HISTORY     - 1958     GOOD             NGS
 EO0187  HISTORY     - 1966     MARK NOT FOUND   USGS
 EO0187  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0187
 EO0187                          STATION DESCRIPTION
 EO0187
 EO0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0187'2.3 MI N FROM BLACK.
 EO0187'ABOUT 0.3 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0187'THE STATION AT BLACK, THENCE ABOUT 1.4 MILES NORTH ALONG A GRADED DIRT
 EO0187'ROAD, THENCE ABOUT 0.6 MILE WEST ALONG A PRIVATE ROAD LEADING TO A
 EO0187'FARMHOUSE, 113 FEET WEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, 110
 EO0187'FEET SOUTHWEST OF THE NEAR LEG OF A WINDMILL TOWER, 120 1/2 FEET
 EO0187'SOUTH-SOUTHEAST OF TRIANGULATION STATION BLACK 1934, AND IN THE TOP OF
 EO0187'A CONCRETE POST PROJECTING 6 INCHES.
 EO0187
 EO0187                          STATION RECOVERY (1966)
 EO0187
 EO0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EO0187'MARK NOT FOUND.
 EO0187
 EO0187                          STATION RECOVERY (1984)
 EO0187
 EO0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0189 ***********************************************************************
 EO0189  DESIGNATION -  BLACK RM 2
 EO0189  PID         -  EO0189
 EO0189  STATE/COUNTY-  TX/PARMER
 EO0189  USGS QUAD   -  SUMMERFIELD (1966)
 EO0189
 EO0189                         *CURRENT SURVEY CONTROL
 EO0189  ___________________________________________________________________
 EO0189* NAD 83(1986)-  34 42 24.     (N)    102 36 48.     (W)     SCALED    
 EO0189* NAVD 88     -      1220.271  (meters)    4003.51   (feet)  ADJUSTED  
 EO0189  ___________________________________________________________________
 EO0189  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 EO0189  DYNAMIC HT  -        1218.711 (meters)    3998.39  (feet)  COMP
 EO0189  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 EO0189
 EO0189  VERT ORDER  -  FIRST     CLASS II
 EO0189
 EO0189.The horizontal coordinates were scaled from a topographic map and have
 EO0189.an estimated accuracy of +/- 6 seconds.
 EO0189
 EO0189.The orthometric height was determined by differential leveling
 EO0189.and adjusted by the National Geodetic Survey in June 1991..
 EO0189
 EO0189.The geoid height was determined by GEOID03.
 EO0189
 EO0189.The dynamic height is computed by dividing the NAVD 88
 EO0189.geopotential number by the normal gravity value computed on the
 EO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0189.degrees latitude (g = 980.6199 gals.).
 EO0189
 EO0189.The modeled gravity was interpolated from observed gravity values.
 EO0189
 EO0189;                    North         East    Units  Estimated Accuracy
 EO0189;SPC TX N     - 1,078,970.       98,010.      MT  (+/- 180 meters Scaled)
 EO0189
 EO0189                          SUPERSEDED SURVEY CONTROL
 EO0189
 EO0189  NGVD 29 (??/??/92) 1219.72   (m)         4001.7    (f) COMPUTED    1 2
 EO0189
 EO0189.Superseded values are not recommended for survey control.
 EO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0189.See file dsdata.txt to determine how the superseded data were derived.
 EO0189
 EO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU185431(NAD 83)
 EO0189_MARKER: DR = REFERENCE MARK DISK
 EO0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0189_STAMPING: BLACK 1934 NO 2
 EO0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0189+STABILITY: SURFACE MOTION
 EO0189
 EO0189  HISTORY     - Date     Condition        Report By
 EO0189  HISTORY     - 1934     MONUMENTED       CGS
 EO0189  HISTORY     - 1958     GOOD             NGS
 EO0189  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0189
 EO0189                          STATION DESCRIPTION
 EO0189
 EO0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0189'2.3 MI N FROM BLACK.
 EO0189'ABOUT 0.3 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0189'THE STATION AT BLACK, THENCE ABOUT 1.4 MILES NORTH ALONG A GRADED DIRT
 EO0189'ROAD, THENCE ABOUT 0.6 MILE WEST ALONG A PRIVATE ROAD LEADING TO A
 EO0189'FARMHOUSE, 168 FEET WEST-SOUTHWEST OF TRIANGULATION STATION BLACK
 EO0189'1934, 7 1/2 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A TIN BARN,
 EO0189'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EO0189
 EO0189                          STATION RECOVERY (1984)
 EO0189
 EO0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0783 ***********************************************************************
 BN0783  DESIGNATION -  BLACKBURN
 BN0783  PID         -  BN0783
 BN0783  STATE/COUNTY-  TX/KIMBLE
 BN0783  USGS QUAD   -  BAILEY CREEK (1987)
 BN0783
 BN0783                         *CURRENT SURVEY CONTROL
 BN0783  ___________________________________________________________________
 BN0783* NAD 83(1993)-  30 27 30.50726(N)    099 53 01.10328(W)     ADJUSTED  
 BN0783* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 BN0783  ___________________________________________________________________
 BN0783  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BN0783  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 BN0783
 BN0783  HORZ ORDER  -  SECOND
 BN0783
 BN0783.The horizontal coordinates were established by classical geodetic methods
 BN0783.and adjusted by the National Geodetic Survey in February 1996..
 BN0783
 BN0783.The orthometric height was scaled from a topographic map.
 BN0783
 BN0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0783
 BN0783.The geoid height was determined by GEOID03.
 BN0783
 BN0783;                    North         East     Units Scale Factor Converg.
 BN0783;SPC TX C     - 3,087,863.929   743,185.124   MT  0.99992633   +0 13 53.8
 BN0783;SPC TX C     -10,130,766.91  2,438,266.53   sFT  0.99992633   +0 13 53.8
 BN0783;SPC TXSC     - 4,291,273.774   515,131.630   MT  1.00005529   -0 25 58.5
 BN0783;SPC TXSC     -14,078,954.04  1,690,061.02   sFT  1.00005529   -0 25 58.5
 BN0783;UTM  14      - 3,369,921.407   415,167.814   MT  0.99968878   -0 26 52.6
 BN0783
 BN0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0783!SPC TX C     -   0.99989575  x   0.99992633  =   0.99982208
 BN0783!SPC TXSC     -   0.99989575  x   1.00005529  =   0.99995103
 BN0783!UTM  14      -   0.99989575  x   0.99968878  =   0.99958456
 BN0783
 BN0783|---------------------------------------------------------------------|
 BN0783| PID    Reference Object                     Distance      Geod. Az  |
 BN0783|                                                           dddmmss.s |
 BN0783| CV4275 BLACKBURN RM 1                       10.813 METERS 10327     |
 BN0783| CV4274 BLACKBURN AZ MK                                    1161721.3 |
 BN0783| BN0778 WINDMILL NEAR STATION ALLEN         APPROX.23.0 KM 1461410.7 |
 BN0783| CV4276 BLACKBURN RM 2                       10.991 METERS 22925     |
 BN0783|---------------------------------------------------------------------|
 BN0783
 BN0783                          SUPERSEDED SURVEY CONTROL
 BN0783
 BN0783  NAD 83(1986)-  30 27 30.51204(N)    099 53 01.09193(W) AD(       ) 2
 BN0783  NAD 27      -  30 27 29.83000(N)    099 52 59.84500(W) AD(       ) 2
 BN0783
 BN0783.Superseded values are not recommended for survey control.
 BN0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0783.See file dsdata.txt to determine how the superseded data were derived.
 BN0783
 BN0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU1516869921(NAD 83)
 BN0783_MARKER: DS = TRIANGULATION STATION DISK
 BN0783_SETTING: 66 = SET IN ROCK OUTCROP
 BN0783_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0783
 BN0783  HISTORY     - Date     Condition        Report By
 BN0783  HISTORY     - 1943     MONUMENTED       CGS
 BN0783  HISTORY     - 1944     GOOD             CGS
 BN0783  HISTORY     - 1974     GOOD             USGS
 BN0783
 BN0783                          STATION DESCRIPTION
 BN0783
 BN0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0783'STATION IS LOCATED ABOUT 7 MILES WSW OF JUNCTION, 3 MILES
 BN0783'W OF STATE HIGHWAY 29, 2-1/2 MILES W OF THE BLACKBURN RANCH
 BN0783'HOUSE, ON THE SUMMIT OF A PROMINENT, LIGHT-COLORED BARE
 BN0783'HILL.  IT IS 8 FEET WSW OF A WHITE WOODEN WITNESS POST.
 BN0783'STATION MARK IS STAMPED BLACKBURN 1943 AND IS FLUSH WITH
 BN0783'THE SURFACE OF THE GROUND.
 BN0783'
 BN0783'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 BN0783'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BN0783'
 BN0783'REFERENCE MARK 1 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 BN0783'IT IS STAMPED BLACKBURN NO 1 1943 AND IS FLUSH WITH THE
 BN0783'SURFACE OF THE GROUND.
 BN0783'
 BN0783'REFERENCE MARK 2 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 BN0783'IT IS STAMPED BLACKBURN NO 2 1943 AND IS FLUSH WITH THE
 BN0783'SURFACE OF THE GROUND.
 BN0783'
 BN0783'AZIMUTH MARK IS 200 YARDS N OF THE TRACK ROAD TO THE STATION
 BN0783'AND 24 FEET SW OF A WHITE WOODEN WITNESS POST.  IT IS STAMPED
 BN0783'BLACKBURN 1943 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BN0783'
 BN0783'TO REACH FROM JUNCTION, GO S AND W ON STATE HIGHWAY 29 FOR
 BN0783'6.4 MILES, TURN RIGHT OFF THE HIGHWAY ON A RANCH ROAD.  GO
 BN0783'0.6 MILE TO THE BLACKBURN RANCH HOUSE AND PASS TO THE RIGHT
 BN0783'OF IT AND THROUGH THE CORRAL GATES.  GO W ON THE TRACK ROAD
 BN0783'UP THE CANYON FOR 1.0 MILE AND PASS THROUGH THREE GATES
 BN0783'AT A GOAT SHED, *CONTINUE W FOR 400 FEET AND THEN TURN SHARP
 BN0783'RIGHT ON A TRACK ROAD UP A HILL.  GO 1.5 MILES TO THE END
 BN0783'OF TRUCK TRAVEL ON THE SW SLOPE OF A HILL.  THE AZIMUTH
 BN0783'MARK IS ABOUT 200 YARDS N ON THE HILLTOP, 120 FEET NW OF
 BN0783'THE EXACT SUMMIT OF THE HILL, AND 24 FEET SW OF A WHITE
 BN0783'WOODEN WITNESS POST.  THE STATION IS ON THE HIGHER HILL
 BN0783'1 MILE NW BY W OF THE AZIMUTH MARK AND IS BEST REACHED BY
 BN0783'FOOT.
 BN0783'
 BN0783'A 97-FOOT SIGNAL AT HOD IS VISIBLE AT 4 FEET.
 BN0783'
 BN0783'A 64-FOOT SIGNAL AT ALLEN IS VISIBLE AT 4 FEET.
 BN0783'
 BN0783'A 50-FOOT SIGNAL AT NETHERY IS VISIBLE AT 4 FEET.
 BN0783'
 BN0783'A 12-FOOT SIGNAL AT CLEO IS VISIBLE AT 4 FEET.
 BN0783'
 BN0783'A 4-FOOT SIGNAL AT TELEGRAPH IS VISIBLE AT 4 FEET.
 BN0783'
 BN0783'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 BN0783
 BN0783                          STATION RECOVERY (1944)
 BN0783
 BN0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0783'ALL MARKS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 BN0783'
 BN0783'THE STATION IS LOCATED ABOUT 6-1/2 MILES WSW OF JUNCTION
 BN0783'(AIR LINE DISTANCE).  HILL IS LONE AND PROMINENT, WITH BARE
 BN0783'SLOPES ON THE E AND S SIDES, AND SLOPING TO A CEDAR-COVERED
 BN0783'RIDGE ON THE N SIDE.  IT LIES BETWEEN THE NORTH AND SOUTH
 BN0783'LLANO RIVERS.
 BN0783'
 BN0783'THE AZIMUTH MARK IS ON THE HILL INDICATED BELOW.  IT IS
 BN0783'ABOUT 40 YARDS NW OF THE HIGHEST POINT OF THE HILL.
 BN0783'
 BN0783'TO REACH FOLLOW 1943 DIRECTIONS UP TO ASTERISK.  FROM THIS
 BN0783'POINT CONTINUE W ABOUT 400 FEET, THEN BEAR RIGHT ON TRACK
 BN0783'ROAD UP HILL, W, 1.3 MILES TO A HILL, THE SLOPES OF WHICH
 BN0783'HAVE BEEN CLEARED OF CEDAR TREES.  THE AZIMUTH MARK IS ON
 BN0783'TOP OF THIS HILL, AND THE STATION IS ON THE LIGHT-COLORED
 BN0783'HILL ABOUT 1 MILE WNW.  A CEDAR-COVERED HILL LIES BETWEEN.
 BN0783'A TRUCK MAY BE DRIVEN TO THE STATION BY FOLLOWING OLD LOGGING
 BN0783'ROADS AROUND THE S SIDE OF THE INTERVENING HILL, THENCE
 BN0783'UP THE ROCKY SLOPE.  THE STATION IS BEST REACHED ON FOOT
 BN0783'FROM THIS POINT.
 BN0783'
 BN0783'A 4-FOOT STAND CLEARED ALL LINES.
 BN0783
 BN0783                          STATION RECOVERY (1974)
 BN0783
 BN0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (BFD)
 BN0783'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 83-290
 BN0783'AND U.S. 377 IN JUNCTION, GO S ON U.S. 377 FOR 6.35 MILES
 BN0783'TO A RANCH ROAD W JUST S OF A BRIDGE.  TURN RIGHT AND GO
 BN0783'W ON RANCH ROAD FOR 0.6 MI. PASSING RANCH HOUSE.  PASS THRU
 BN0783'CORRAL GATES AND GO W ON TRACK RD. FOR 1.0 MI. TO GOAT SHEDS
 BN0783'AND PENS.  PASS THRU PENS AND CONTINUE NW ON MAIN TRACK
 BN0783'RD. FOR 1.3 MI. TO RD. FK. JUST WEST ON N-S POWER LINE.
 BN0783'TAKE LEFT FK. AND GO 0.85 MI. TO AN OLD DRILL HOLE AND END
 BN0783'OF TRUCK TRAVEL.
 BN0783'
 BN0783'FROM THIS POINT PACK NW ABOUT 0.3 MI. TO TOP OF PROMINENT
 BN0783'HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0558 ***********************************************************************
 BO0558  DESIGNATION -  BLACKSTONE 1917 ET 67
 BO0558  PID         -  BO0558
 BO0558  STATE/COUNTY-  TX/TERRELL
 BO0558  USGS QUAD   -  SHEFFIELD NW (1976)
 BO0558
 BO0558                         *CURRENT SURVEY CONTROL
 BO0558  ___________________________________________________________________
 BO0558* NAD 83(1993)-  30 38 57.37033(N)    101 57 49.15833(W)     ADJUSTED  
 BO0558* NAVD 88     -       839.     (meters)    2753.     (feet)  SCALED    
 BO0558  ___________________________________________________________________
 BO0558  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 BO0558  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 BO0558
 BO0558  HORZ ORDER  -  THIRD
 BO0558
 BO0558.The horizontal coordinates were established by classical geodetic methods
 BO0558.and adjusted by the National Geodetic Survey in February 1996..
 BO0558
 BO0558.The orthometric height was scaled from a topographic map.
 BO0558
 BO0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0558
 BO0558.The geoid height was determined by GEOID03.
 BO0558
 BO0558;                    North         East     Units Scale Factor Converg.
 BO0558;SPC TXSC     - 4,315,706.570   315,922.237   MT  1.00012623   -1 27 07.0
 BO0558;SPC TXSC     -14,159,113.97  1,036,488.21   sFT  1.00012623   -1 27 07.0
 BO0558;UTM  14      - 3,394,479.958   215,980.052   MT  1.00059524   -1 30 42.6
 BO0558;UTM  13      - 3,394,666.155   790,989.246   MT  1.00064469   +1 32 56.3
 BO0558
 BO0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0558!SPC TXSC     -   0.99987189  x   1.00012623  =   0.99999810
 BO0558!UTM  14      -   0.99987189  x   1.00059524  =   1.00046705
 BO0558!UTM  13      -   0.99987189  x   1.00064469  =   1.00051650
 BO0558
 BO0558:                Primary Azimuth Mark                     Grid Az
 BO0558:SPC TXSC     -  SLAUGHTER                                213 02 44.5
 BO0558:UTM  14      -  SLAUGHTER                                213 06 20.1
 BO0558:UTM  13      -  SLAUGHTER                                210 02 41.2
 BO0558
 BO0558|---------------------------------------------------------------------|
 BO0558| PID    Reference Object                     Distance      Geod. Az  |
 BO0558|                                                           dddmmss.s |
 BO0558| BO0557 SLAUGHTER                           APPROX. 1.7 KM 2113537.5 |
 BO0558|---------------------------------------------------------------------|
 BO0558
 BO0558                          SUPERSEDED SURVEY CONTROL
 BO0558
 BO0558  NAD 83(1986)-  30 38 57.36888(N)    101 57 49.15500(W) AD(       ) 3
 BO0558  NAD 27      -  30 38 56.77056(N)    101 57 47.68751(W) AD(       ) 3
 BO0558
 BO0558.Superseded values are not recommended for survey control.
 BO0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0558.See file dsdata.txt to determine how the superseded data were derived.
 BO0558
 BO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU1598094480(NAD 83)
 BO0558
 BO0558  HISTORY     - Date     Condition        Report By
 BO0558  HISTORY     - 1917     MONUMENTED       CGS
 BO0558  HISTORY     - 1967     GOOD             USGS
 BO0558
 BO0558                          STATION DESCRIPTION
 BO0558
 BO0558'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BO0558'ABOUT 10 MI. SW. OF SHEFFIELD POST OFFICE, 4 MI. S. OF BLACKSTONE AND
 BO0558'SLAUGHTERS HEADQUARTERS RANCH, 4 MI. N. OF ---SOUTH CAMP---,
 BO0558'BLACKSTONE AND SLAUGHTERS OLD HEADQUARTERS, 8 MI. NE. OF CARRUTHERS
 BO0558'PLACE IN INDEPENDENCE DRAW, 2 MI. SE. OF BLACKSTONE AND SLAUGHTERS
 BO0558'---NORTH WELL--- IN SURVEYORS CANYON, 2 MI. E. OF SANDERSON-SHEFFIELD
 BO0558'RD. WHICH IS IN SURVEYORS CANYON AT THIS POINT, ON HIGHEST POINT OF
 BO0558'DRIVING MESA, AND 300 YDS. E. OF A N-S. FENCE LINE.
 BO0558'
 BO0558'STATION IS BEST REACHED BY THE W. BY TAKING RD. LEADING OFF FROM
 BO0558'SANDERSON-SHEFFIELD RD. IN SURVEYORS CANYON, FOLLOWING THIS RD. E. BY
 BO0558'THE ---NORTH WELL---, THEN E. AND S. UP CANYON TO DIVIDE, THEN NE.
 BO0558'THROUGH FENCE LINE TO STATION
 BO0558'
 BO0558'STATION MARK - BRONZE TABLET CEMENTED IN ROCK SET FLUSH WITH GROUND,
 BO0558'STAMPED ---BLACKSTONE 1917 ET 1967---.
 BO0558'
 BO0558'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0944 ***********************************************************************
 CU0944  DESIGNATION -  BLACKWELL
 CU0944  PID         -  CU0944
 CU0944  STATE/COUNTY-  TX/NOLAN
 CU0944  USGS QUAD   -  BLACKWELL (1987)
 CU0944
 CU0944                         *CURRENT SURVEY CONTROL
 CU0944  ___________________________________________________________________
 CU0944* NAD 83(1993)-  32 05 29.20189(N)    100 19 19.23491(W)     ADJUSTED  
 CU0944* NAVD 88     -       648.     (meters)    2126.     (feet)  SCALED    
 CU0944  ___________________________________________________________________
 CU0944  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CU0944  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CU0944
 CU0944  HORZ ORDER  -  SECOND
 CU0944
 CU0944.The horizontal coordinates were established by classical geodetic methods
 CU0944.and adjusted by the National Geodetic Survey in February 1996..
 CU0944
 CU0944.The orthometric height was scaled from a topographic map.
 CU0944
 CU0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0944
 CU0944.The geoid height was determined by GEOID03.
 CU0944
 CU0944;                    North         East     Units Scale Factor Converg.
 CU0944;SPC TXNC     - 2,048,596.790   428,010.255   MT  1.00001187   -0 59 37.4
 CU0944;SPC TXNC     - 6,721,104.64  1,404,230.31   sFT  1.00001187   -0 59 37.4
 CU0944;SPC TX C     - 3,268,817.840   701,069.009   MT  1.00006254   +0 00 21.0
 CU0944;SPC TX C     -10,724,446.53  2,300,090.57   sFT  1.00006254   +0 00 21.0
 CU0944;UTM  14      - 3,551,336.454   375,248.352   MT  0.99979193   -0 42 08.8
 CU0944
 CU0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0944!SPC TXNC     -   0.99990225  x   1.00001187  =   0.99991412
 CU0944!SPC TX C     -   0.99990225  x   1.00006254  =   0.99996479
 CU0944!UTM  14      -   0.99990225  x   0.99979193  =   0.99969420
 CU0944
 CU0944|---------------------------------------------------------------------|
 CU0944| PID    Reference Object                     Distance      Geod. Az  |
 CU0944|                                                           dddmmss.s |
 CU0944| CX7620 BLACKWELL RM 1                       33.491 METERS 01803     |
 CU0944| CX7621 BLACKWELL RM 2                       36.966 METERS 11352     |
 CU0944| CX7619 BLACKWELL AZ MK                                    1461210.5 |
 CU0944|---------------------------------------------------------------------|
 CU0944
 CU0944                          SUPERSEDED SURVEY CONTROL
 CU0944
 CU0944  NAD 83(1986)-  32 05 29.20714(N)    100 19 19.22214(W) AD(       ) 2
 CU0944  NAD 27      -  32 05 28.72100(N)    100 19 17.87300(W) AD(       ) 2
 CU0944
 CU0944.Superseded values are not recommended for survey control.
 CU0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0944.See file dsdata.txt to determine how the superseded data were derived.
 CU0944
 CU0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA7524851336(NAD 83)
 CU0944_MARKER: DS = TRIANGULATION STATION DISK
 CU0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0944
 CU0944  HISTORY     - Date     Condition        Report By
 CU0944  HISTORY     - 1935     MONUMENTED       CGS
 CU0944  HISTORY     - 1936     GOOD             TXGS
 CU0944  HISTORY     - 1942     GOOD             CGS
 CU0944  HISTORY     - 1958     GOOD             CGS
 CU0944
 CU0944                          STATION DESCRIPTION
 CU0944
 CU0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0944'STATION IS LOCATED IN THE SE CORNER OF THE HIGH SCHOOL GROUNDS
 CU0944'IN BLACKWELL.  THE MARK IS ABOUT 100 YARDS E OF THE SCHOOL
 CU0944'BUILDING AND IS 40 FEET W OF THE CENTER LINE OF STATE HIGHWAY
 CU0944'70.  THE MARK PROJECTS 3 INCHES.
 CU0944'
 CU0944'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 CU0944'DISKS SET IN CONCRETE.
 CU0944'
 CU0944'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A
 CU0944'DRILL HOLE IN BEDROCK.
 CU0944'
 CU0944'REFERENCE MARK NO. 1 IS NE OF STATION, 40 FEET E OF THE
 CU0944'CENTER LINE OF STATE HIGHWAY 70 AND IN FENCE LINE.  MARK
 CU0944'PROJECTS 5 INCHES.
 CU0944'
 CU0944'REFERENCE MARK NO. 2 IS SE OF STATION, 40 FEET E OF THE CENTER
 CU0944'LINE OF STATE HIGHWAY 70 AND IN FENCE LINE, 25 FEET N OF
 CU0944'FENCE CORNER.  MARK PROJECTS 8 INCHES ABOVE GROUND.
 CU0944'
 CU0944'AZIMUTH MARK IS 0.5 MILE S OF STATION.  TO REACH FROM STATION,
 CU0944'GO 0.5 MILE S ON STATE HIGHWAY 70 TO MARK ON LEFT IN FENCE
 CU0944'CORNER, 55 FEET E OF HIGHWAY.  MARK PROJECTS 6 INCHES ABOVE
 CU0944'GROUND.
 CU0944'
 CU0944'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CU0944
 CU0944                          STATION RECOVERY (1936)
 CU0944
 CU0944'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1936
 CU0944'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION CORRECT.
 CU0944
 CU0944                          STATION RECOVERY (1942)
 CU0944
 CU0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GMF)
 CU0944'STATION RECOVERED AS DESCRIBED.  NO EFFORT WAS MADE TO RECOVER
 CU0944'THE AZIMUTH MARK.
 CU0944
 CU0944                          STATION RECOVERY (1958)
 CU0944
 CU0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0944'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU0944'CONDITION.  THE STATION MARK IS 1-1/2 FEET NORTHWEST OF A
 CU0944'TELEPHONE POLE, 1 FOOT EAST OF A ROCK CURB ALONG EAST EDGE
 CU0944'OF SCHOOL GROUND AND IS ABOUT 2 INCHES BELOW THE SURFACE
 CU0944'OF THE GROUND.  ALL OTHER MARKS AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1469 ***********************************************************************
 DN1469  DESIGNATION -  BLAIR
 DN1469  PID         -  DN1469
 DN1469  STATE/COUNTY-  TX/DENTON
 DN1469  USGS QUAD   -  SLIDELL (1978)
 DN1469
 DN1469                         *CURRENT SURVEY CONTROL
 DN1469  ___________________________________________________________________
 DN1469* NAD 83(1993)-  33 19 26.08444(N)    097 22 34.90420(W)     ADJUSTED  
 DN1469* NAVD 88     -       289.51   (+/-2cm)     949.8    (feet)  VERTCON   
 DN1469  ___________________________________________________________________
 DN1469  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 DN1469  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DN1469
 DN1469  HORZ ORDER  -  THIRD
 DN1469  VERT ORDER  -  THIRD ? (See Below)
 DN1469
 DN1469.The horizontal coordinates were established by classical geodetic methods
 DN1469.and adjusted by the National Geodetic Survey in February 1996..
 DN1469
 DN1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1469.The vertical order pertains to the NGVD 29 superseded value.
 DN1469
 DN1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1469
 DN1469.The geoid height was determined by GEOID03.
 DN1469
 DN1469;                    North         East     Units Scale Factor Converg.
 DN1469;SPC TXNC     - 2,184,332.136   704,608.038   MT  0.99988387   +0 36 46.2
 DN1469;SPC TXNC     - 7,166,429.68  2,311,701.54   sFT  0.99988387   +0 36 46.2
 DN1469;UTM  14      - 3,688,373.378   651,124.915   MT  0.99988158   +0 53 31.7
 DN1469
 DN1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1469!SPC TXNC     -   0.99995873  x   0.99988387  =   0.99984260
 DN1469!UTM  14      -   0.99995873  x   0.99988158  =   0.99984031
 DN1469
 DN1469                          SUPERSEDED SURVEY CONTROL
 DN1469
 DN1469  NAD 83(1993)-  33 19 26.08578(N)    097 22 34.89575(W) AD(       ) 3
 DN1469  NAD 83(1986)-  33 19 26.08842(N)    097 22 34.89213(W) AD(       ) 3
 DN1469  NGVD 29 (07/26/91)  289.46   (m)          949.7    (f) LEVELING    3  
 DN1469
 DN1469.Superseded values are not recommended for survey control.
 DN1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1469.See file dsdata.txt to determine how the superseded data were derived.
 DN1469
 DN1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5112588373(NAD 83)
 DN1469_MARKER: DS = TRIANGULATION STATION DISK
 DN1469_SETTING: 0 = UNSPECIFIED SETTING
 DN1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1469+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 DN1469
 DN1469  HISTORY     - Date     Condition        Report By
 DN1469  HISTORY     - 1958     MONUMENTED       USGS
 DN1469  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN1469  HISTORY     - 20060608 GOOD             INDIV
 DN1469
 DN1469                          STATION DESCRIPTION
 DN1469
 DN1469'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1469'STATION IS LOCATED IN DENTON COUNTY, TEXAS, ABOUT 3 MI. SSE. OF
 DN1469'SLIDELL, WISE COUNTY, TEXAS, 220 FT. SE. OF A T-JUNCTION ABOUT 150
 DN1469'FT. SE. OF A FARM HOUSE, 26 FT. NE. OF A NW-SE. RD., 4 FT. NW. OF A
 DN1469'NE-SW. FENCE AND 3 FT. NE. OF THE RIGHT-OF-WAY FENCE.
 DN1469'
 DN1469'TO REACH THE STATION FROM THE POST OFFICE AT SLIDELL, TEXAS, GO SE. ON
 DN1469'A DIRT RD. FOR 0.3 MI. TO FARM ROAD 455, CONTINUE SE. ON FARM ROAD 455
 DN1469'FOR 1.0 MI. TO A T-RD., TURN RIGHT AND CONTINUE SE. ON THIS RD. FOR
 DN1469'1.0 MI. TO A Y-JUNCTION, TURN RIGHT AND CONTINUE SW. FOR 1.5 MI. TO A
 DN1469'T-JUNCTION, TURN LEFT AND GO SE. FOR .05 MI. TO STATION AS DESCRIBED.
 DN1469'
 DN1469'STATION MARK--AN ALUMINUM TABLET IN CONCRETE POST PROJECTING ABOUT
 DN1469'0.3 FT. ABOVE GROUND, STAMPED---BLAIR ET 1958---.
 DN1469
 DN1469                          STATION RECOVERY (1995)
 DN1469
 DN1469'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1469'MARK NOT FOUND.
 DN1469
 DN1469                          STATION RECOVERY (2006)
 DN1469
 DN1469'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JPH)
 DN1469'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5958 ***********************************************************************
 AH5958  DESIGNATION -  BLANCA 1991
 AH5958  PID         -  AH5958
 AH5958  STATE/COUNTY-  TX/CAMERON
 AH5958  USGS QUAD   -  PORT ISABEL (1983)
 AH5958
 AH5958                         *CURRENT SURVEY CONTROL
 AH5958  ___________________________________________________________________
 AH5958* NAD 83(1993)-  26 04 12.39938(N)    097 09 45.56427(W)     ADJUSTED  
 AH5958* NAVD 88     -        -0.2    (meters)      -1.     (feet)  VERTCON   
 AH5958  ___________________________________________________________________
 AH5958  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH5958  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AH5958
 AH5958  HORZ ORDER  -  THIRD
 AH5958
 AH5958.The horizontal coordinates were established by classical geodetic methods
 AH5958.and adjusted by the National Geodetic Survey in August 1998..
 AH5958
 AH5958.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5958
 AH5958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5958
 AH5958.The geoid height was determined by GEOID03.
 AH5958
 AH5958;                    North         East     Units Scale Factor Converg.
 AH5958;SPC TX S     - 5,045,409.032   433,813.111   MT  1.00002572   +0 36 25.8
 AH5958;SPC TX S     -16,553,146.13  1,423,268.52   sFT  1.00002572   +0 36 25.8
 AH5958;UTM  14      - 2,884,743.552   683,787.212   MT  1.00001707   +0 48 27.7
 AH5958
 AH5958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5958!SPC TX S     -   1.00000338  x   1.00002572  =   1.00002910
 AH5958!UTM  14      -   1.00000338  x   1.00001707  =   1.00002045
 AH5958
 AH5958                          SUPERSEDED SURVEY CONTROL
 AH5958
 AH5958  NGVD 29 (08/21/98)   -0.1    (m)           -0.     (f) VERT ANG       
 AH5958
 AH5958.Superseded values are not recommended for survey control.
 AH5958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5958.See file dsdata.txt to determine how the superseded data were derived.
 AH5958
 AH5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8378784744(NAD 83)
 AH5958_MARKER: DD = SURVEY DISK
 AH5958_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH5958_STAMPING: BLANCA 1991
 AH5958_MARK LOGO: NOS   
 AH5958_PROJECTION: FLUSH
 AH5958_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5958+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5958
 AH5958  HISTORY     - Date     Condition        Report By
 AH5958  HISTORY     - 1991     MONUMENTED       NOS
 AH5958
 AH5958                          STATION DESCRIPTION
 AH5958
 AH5958'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AH5958'THE STATION IS LOCATED ON THE SOUTH PADRE ISLAND COAST GUARD BASE. TO
 AH5958'REACH THE STATION FROM THE EAST END OF THE NEW CAUSEWAY BRIDGE
 AH5958'CONNECTING PORT ISABEL AND SOUTH PADRE ISLAND, HEAD EAST ON STATE ROAD
 AH5958'100 FOR 0.35 MI (0.56 KM) TO A CROSSROAD. TURN RIGHT, SE, ON PAVED
 AH5958'ROAD FOR 0.7 MI (1.13 KM) TO WALLACE L. REED ROAD. TURN RIGHT FOR 0.1
 AH5958'MI (0.16 KM) CURVING AROUND TEXAS SOUTHMOST COLLEGE, AND ENTERING
 AH5958'COAST GUARD BASE. AFTER CURVING AROUND COLLEGE TURN LEFT ON PAVED ROAD
 AH5958'FOR 0.2 MI (0.32 KM) TOWARD USCG RADIO TOWER. CONTINUE 0.1 MILE TO
 AH5958'BASE OF TOWER, STATION IS AHEAD AND TO THE RIGHT OF TOWER. THE STATION
 AH5958'IS A STANDARD NOS DISK STAMPED BLANKA 1991 SET IN THE TOP OF A ROUND
 AH5958'CONCRETE MONUMENT 18 INCHES IN DIAMETER FLUSH THE GROUND. STATION IS
 AH5958'44.27 M (145.24 FT) SSW FROM THE SW CORNER OF THE BASE OF THE TOWER
 AH5958'59.76 M (196.06 FT) WNW FROM THE NW CORNER OF THE SOUTHERN MOST GROUND
 AH5958'ANCHOR AND 60.63 M (198.92 FT) SE FROM THE SE CORNER OF THE
 AH5958'WESTERNMOST GROUND ANCHOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2312 ***********************************************************************
 AH2312  DESIGNATION -  BLANCA ET
 AH2312  PID         -  AH2312
 AH2312  STATE/COUNTY-  TX/DEAF SMITH
 AH2312  USGS QUAD   -  BUFFALO LAKE SW (1984)
 AH2312
 AH2312                         *CURRENT SURVEY CONTROL
 AH2312  ___________________________________________________________________
 AH2312* NAD 83(1993)-  34 48 29.82803(N)    102 12 45.73671(W)     ADJUSTED  
 AH2312* NAVD 88     -      1175.6    (meters)    3857.     (feet)  VERTCON   
 AH2312  ___________________________________________________________________
 AH2312  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AH2312  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AH2312
 AH2312  HORZ ORDER  -  THIRD
 AH2312
 AH2312.The horizontal coordinates were established by classical geodetic methods
 AH2312.and adjusted by the National Geodetic Survey in July 1998..
 AH2312
 AH2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2312
 AH2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2312
 AH2312.The geoid height was determined by GEOID03.
 AH2312
 AH2312;                    North         East     Units Scale Factor Converg.
 AH2312;SPC TX N     - 1,089,904.587   134,789.826   MT  0.99996708   -0 24 46.9
 AH2312;SPC TX N     - 3,575,795.30    442,222.95   sFT  0.99996708   -0 24 46.9
 AH2312;UTM  13      - 3,855,324.889   754,972.427   MT  1.00040134   +1 35 31.0
 AH2312
 AH2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2312!SPC TX N     -   0.99981952  x   0.99996708  =   0.99978661
 AH2312!UTM  13      -   0.99981952  x   1.00040134  =   1.00022079
 AH2312
 AH2312                          SUPERSEDED SURVEY CONTROL
 AH2312
 AH2312  NGVD 29 (07/28/98) 1175.1    (m)         3855.     (f) VERT ANG       
 AH2312
 AH2312.Superseded values are not recommended for survey control.
 AH2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2312.See file dsdata.txt to determine how the superseded data were derived.
 AH2312
 AH2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU5497255325(NAD 83)
 AH2312_MARKER: DS = TRIANGULATION STATION DISK
 AH2312
 AH2312  HISTORY     - Date     Condition        Report By
 AH2312  HISTORY     - 1961     MONUMENTED       USGS
 AH2312
 AH2312                          STATION DESCRIPTION
 AH2312
 AH2312'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH2312'LOCATED ABOUT 6.0 MI. (AIRLINE) SE. OF DAWN, TEXAS, 5.0 MI. W. OF FARM
 AH2312'RD. 168 AND 0.8 MI. E. OF A N-S. GRADED RD.
 AH2312'TO REACH FROM JUNCTION OF U.S. HIGHWAY NO. 60 AND FARM RD. 809, GO W.
 AH2312'ON HIGHWAY NO. 60 2.2 MI. TO A GRADED RD. S., TURN LEFT (S.) ON GRADED
 AH2312'RD. 6.1 MI. TO A POINT WHERE THE RD. MAKES A RIGHT ANGLE BEND W. AND A
 AH2312'GATE, PASS THRU GATE AND GO 0.8 MI. SE. TO TOP OF RIDGE AND STATION
 AH2312'SITE.
 AH2312'STATION MARK--A STANDARD TABLET IN A CONCRETE POST FLUSH WITH GROUND,
 AH2312'STAMPED---BLANCA ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1117 ***********************************************************************
 AH1117  DESIGNATION -  BLANCO
 AH1117  PID         -  AH1117
 AH1117  STATE/COUNTY-  TX/SAN PATRICIO
 AH1117  USGS QUAD   -  GREGORY (1975)
 AH1117
 AH1117                         *CURRENT SURVEY CONTROL
 AH1117  ___________________________________________________________________
 AH1117* NAD 83(1993)-  27 59 11.32097(N)    097 17 45.44562(W)     ADJUSTED  
 AH1117* NAVD 88     -         6.16   (+/-2cm)      20.2    (feet)  VERTCON   
 AH1117  ___________________________________________________________________
 AH1117  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AH1117  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AH1117
 AH1117  HORZ ORDER  -  FIRST
 AH1117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH1117
 AH1117.The horizontal coordinates were established by classical geodetic methods
 AH1117.and adjusted by the National Geodetic Survey in February 1996..
 AH1117
 AH1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1117.The vertical order pertains to the NGVD 29 superseded value.
 AH1117
 AH1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1117
 AH1117.The geoid height was determined by GEOID03.
 AH1117
 AH1117;                    North         East     Units Scale Factor Converg.
 AH1117;SPC TX S     - 5,257,593.795   418,449.907   MT  1.00004235   +0 32 47.9
 AH1117;SPC TX S     -17,249,288.98  1,372,864.40   sFT  1.00004235   +0 32 47.9
 AH1117;SPC TXSC     - 4,018,195.479   767,650.883   MT  1.00013754   +0 50 05.4
 AH1117;SPC TXSC     -13,183,029.67  2,518,534.61   sFT  1.00013754   +0 50 05.4
 AH1117;UTM  14      - 3,096,874.113   667,580.631   MT  0.99994663   +0 47 59.4
 AH1117
 AH1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1117!SPC TX S     -   1.00000325  x   1.00004235  =   1.00004560
 AH1117!SPC TXSC     -   1.00000325  x   1.00013754  =   1.00014079
 AH1117!UTM  14      -   1.00000325  x   0.99994663  =   0.99994988
 AH1117
 AH1117:                Primary Azimuth Mark                     Grid Az
 AH1117:SPC TX S     -  BAYSIDE                                  034 30 20.7
 AH1117:SPC TXSC     -  BAYSIDE                                  034 13 03.2
 AH1117:UTM  14      -  BAYSIDE                                  034 15 09.2
 AH1117
 AH1117|---------------------------------------------------------------------|
 AH1117| PID    Reference Object                     Distance      Geod. Az  |
 AH1117|                                                           dddmmss.s |
 AH1117| AN2107 BAYSIDE                             APPROX.14.0 KM 0350308.6 |
 AH1117| AH1200 ARANSAS PASS OLD MUN TK             APPROX.17.7 KM 1204943.4 |
 AH1117| AH1118 BLANCO RM 1                          26.423 METERS 14542     |
 AH1117| AH1320 GREGORY CATHOLIC CH STEEPLE         APPROX. 7.6 KM 1782013.0 |
 AH1117| AH1382 TAFT CENTRAL PWR AND LT CO TK       APPROX.10.1 KM 2680400.7 |
 AH1117| CV2961 BLANCO RM 2                                        26901     |
 AH1117|---------------------------------------------------------------------|
 AH1117
 AH1117                          SUPERSEDED SURVEY CONTROL
 AH1117
 AH1117  NAD 83(1986)-  27 59 11.32728(N)    097 17 45.42337(W) AD(       ) 1
 AH1117  NAD 27      -  27 59 10.26100(N)    097 17 44.45100(W) AD(       ) 1
 AH1117  NGVD 29 (??/??/92)    6.32   (m)           20.7    (f) COMPUTED    2 0
 AH1117
 AH1117.Superseded values are not recommended for survey control.
 AH1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1117.See file dsdata.txt to determine how the superseded data were derived.
 AH1117
 AH1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6758196874(NAD 83)
 AH1117_MARKER: DS = TRIANGULATION STATION DISK
 AH1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1117+STABILITY: SURFACE MOTION
 AH1117
 AH1117  HISTORY     - Date     Condition        Report By
 AH1117  HISTORY     - 1931     MONUMENTED       CGS
 AH1117  HISTORY     - 1934     GOOD             CGS
 AH1117  HISTORY     - 1937     GOOD             TXHD
 AH1117  HISTORY     - 1942     GOOD             CGS
 AH1117  HISTORY     - 1949     GOOD             CGS
 AH1117  HISTORY     - 1951     MARK NOT FOUND   PGEG
 AH1117  HISTORY     - 1951     MARK NOT FOUND   CGS
 AH1117  HISTORY     - 1952     MARK NOT FOUND   CGS
 AH1117  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH1117
 AH1117                          STATION DESCRIPTION
 AH1117
 AH1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AH1117'ABOUT 14 MILES NE OF CORPUS CHRISTI, 6 MILES E OF TAFT, ON THE
 AH1117'BLANCO RANCH, OWNED BY E.E. JACOBS, ON N SIDE OF A PUBLIC DIRT
 AH1117'ROAD, ABOUT 1,000 FEET W OF SMALL WOODEN BRIDGE CROSSING A GULLY
 AH1117'AND N OF THE BUILDINGS OF THE RANCHO BLANCO, IN AN UNCULTIVATED
 AH1117'PLOT OF GROUND.  STATION IS 84.5 FEET NE OF FENCE CORNER
 AH1117'MARKING THE ROAD RIGHT-OF-WAY ON THE S AND THE NE CORNER OF A
 AH1117'PASTURE WHICH IS W OF THE RANCH HOUSES, 80 FEET NW OF CENTER OF
 AH1117'GATE-POSTED ENTRANCE TO RANCH YARD, AND 42 FEET N OF CENTER
 AH1117'LINE OF MAIN DIRT ROAD.
 AH1117'
 AH1117'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AH1117'DISKS SET IN CONCRETE.
 AH1117'SURFACE MARK EXTENDS 6 INCHES ABOVE SURFACE OF GROUND.
 AH1117'
 AH1117'REFERENCE MARK NO. 1 EXTENDS 3 INCHES ABOVE GROUND, ON S SIDE OF
 AH1117'DIRT ROAD, NEAR E GATE POST OF RANCH ENTRANCE, ABOUT 125 FEET N OF
 AH1117'WINDMILL IN YARD, 85 FEET E OF FENCE CORNER, 30 FEET S OF CENTER
 AH1117'LINE OF MAIN DIRT ROAD, 15 FEET E OF CENTER OF ENTRANCE TO RANCH,
 AH1117'AND 86.69 FEET FROM STATION, S 34 DEG 18 MIN E.
 AH1117'
 AH1117'REFERENCE MARK NO. 2 EXTENDS 4 INCHES ABOVE GROUND, IS ON N
 AH1117'SIDE OF MAIN DIRT ROAD, 32 FEET N OF CENTER LINE OF ROAD, 0.3
 AH1117'MILE W OF ENTRANCE TO RANCHO BLANCO, 2.4 FEET NE OF FENCE CORNER,
 AH1117'AND APPROXIMATELY 0.3 MILE FROM STATION, IN AZIMUTH 89 DEG
 AH1117'00 MIN 49 SEC.  NORTH TANK, TAFT CENTRAL LIGHT AND POWER COMPANY,
 AH1117'IS S 88 DEG 04 MIN W FROM STATION.
 AH1117'
 AH1117'STATION REACHED FROM TAFT BY DIRT SECTION ROAD LEADING E FROM N
 AH1117'PART OF TOWN 6 MILES TO STATION.
 AH1117
 AH1117                          STATION RECOVERY (1934)
 AH1117
 AH1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AH1117'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AH1117'LOCATION AGREES WITH ORIGINAL DESCRIPTION.
 AH1117
 AH1117                          STATION RECOVERY (1937)
 AH1117
 AH1117'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AH1117'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1
 AH1117'NOW AT THE BACK OF THE DITCH LINE OF THE ROADWAY ABOUT 30 FEET S
 AH1117'OF THE CENTER LINE OF ROAD IN FRONT OF THE HOUSE.  IT HAS
 AH1117'PROBABLY BEEN MOVED SLIGHTLY AS IT HAS BEEN STRUCK BY A GRADER.
 AH1117'REFERENCE MARK NO. 2 IS APPARENTLY IN GOOD CONDITION BUT HAS ALSO
 AH1117'BEEN STRUCK BY A GRADER.
 AH1117
 AH1117                          STATION RECOVERY (1942)
 AH1117
 AH1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AH1117'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AH1117'CONDITION.
 AH1117'
 AH1117'STATION IS ABOUT 14.0 MILES NE OF CORPUS CHRISTI, 6.0 MILES
 AH1117'E OF TAFT AND ON THE BLANCO RANCH.  IT IS ABOUT 0.2 MILE W OF A
 AH1117'CROSS ROAD, 84.5 FEET NE OF A FENCE CORNER, 80.0 FEET NW OF GATE
 AH1117'AT ENTRANCE TO RANCH HOUSE YARD AND 45.0 FEET N OF AND ABOUT THE
 AH1117'SAME ELEVATION AS THE CENTER LINE OF DIRT ROAD.  IT IS ACROSS
 AH1117'THE ROAD FROM THE RANCHO BLANCO RANCH BUILDINGS, 12.0 FEET N OF
 AH1117'FENCE ON THE N SIDE OF THE ROAD AND 3.0 FEET E OF A 4- BY
 AH1117'4-INCH WOODEN MARKER POST.  STATION IS STAMPED BLANCO
 AH1117'1931.  THE MONUMENT PROJECTS 0.4 FOOT.
 AH1117'
 AH1117'REFERENCE MARK NO. 1 IS IN THE NE CORNER OF YARD AROUND RANCH
 AH1117'HOUSE, 99.0 FEET SE FROM STATION, 30.0 FEET S OF THE CENTER LINE
 AH1117'OF THE ROAD AND 12.0 FEET E OF THE CENTER OF GATE ACROSS DRIVEWAY.
 AH1117'REFERENCE MARK IS STAMPED BLANCO NO. 1 1931.  THE
 AH1117'MONUMENT PROJECTS 0.6 FOOT.
 AH1117'
 AH1117'REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 AH1117'PROBABLY KNOCKED OUT BY ROAD GRADER.  STATION IS REACHED FROM
 AH1117'TAFT BY TRAVELING 6.0 MILES EASTERLY ALONG COUNTY DIRT ROAD TO
 AH1117'THE RANCHO BLANCO RANCH HOUSE AND SITE OF THE STATION.
 AH1117
 AH1117                          STATION RECOVERY (1949)
 AH1117
 AH1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1117'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 1 APPEARS
 AH1117'TO HAVE BEEN STRUCK BY ROAD GRADER.  DISTANCE TO R.M. 1 WAS
 AH1117'MEASURED AND FOUND TO BE UNCHANGED.  R.M. 2 HAS PROBABLY BEEN
 AH1117'DESTROYED BY ROAD CONSTRUCTION.  SEARCH WAS MADE AT TWO DIFFERENT
 AH1117'TIMES BY SEPARATE TWO-MAN PARTIES WITHOUT DISCLOSING ANY TRACE
 AH1117'OF R.M. 2.
 AH1117
 AH1117                          STATION RECOVERY (1951)
 AH1117
 AH1117'RECOVERY NOTE BY PETTY GEOPHYSICAL CO 1951 (RGM)
 AH1117'STATION TORN OUT BY DITCHING MACHINE.  FOUND ONLY CONCRETE POST
 AH1117'WITH IMPRINT WHERE THE STAMP HAD BEEN.
 AH1117
 AH1117                          STATION RECOVERY (1951)
 AH1117
 AH1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HEG)
 AH1117'H.E.G. STATION DESTROYED.  REMAINS FOUND IN NEW CUT DITCH.
 AH1117
 AH1117                          STATION RECOVERY (1952)
 AH1117
 AH1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AH1117'COPIED FROM RECONNAISSANCE DESCRIPTION--
 AH1117'
 AH1117'STATION AND REFERENCE MARK NO. 2 HAS BEEN DESTROYED BY THE ROAD
 AH1117'GRADER.  REFERENCE MARK NO. 1 WAS LOCATED BUT WILL HAVE TO BE
 AH1117'DESTROYED AS IT IS IN THE BANK OF THE EAST-WEST ROAD.  A NEW
 AH1117'STATION BLANCO 2 1953 WAS ESTABLISHED.
 AH1117
 AH1117                          STATION RECOVERY (1995)
 AH1117
 AH1117'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1397 ***********************************************************************
 AB1397  DESIGNATION -  BLANCO
 AB1397  PID         -  AB1397
 AB1397  STATE/COUNTY-  TX/KENEDY
 AB1397  USGS QUAD   -  SOUTH OF POTRERO LOPENO NE (1975)
 AB1397
 AB1397                         *CURRENT SURVEY CONTROL
 AB1397  ___________________________________________________________________
 AB1397* NAD 83(1993)-  26 44 20.19714(N)    097 20 05.87596(W)     ADJUSTED  
 AB1397* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AB1397  ___________________________________________________________________
 AB1397  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AB1397  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AB1397
 AB1397  HORZ ORDER  -  THIRD
 AB1397
 AB1397.The horizontal coordinates were established by classical geodetic methods
 AB1397.and adjusted by the National Geodetic Survey in February 1996..
 AB1397
 AB1397.The orthometric height was scaled from a topographic map.
 AB1397
 AB1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1397
 AB1397.The geoid height was determined by GEOID03.
 AB1397
 AB1397;                    North         East     Units Scale Factor Converg.
 AB1397;SPC TX S     - 5,119,334.355   415,888.557   MT  0.99990519   +0 31 44.2
 AB1397;SPC TX S     -16,795,682.80  1,364,461.04   sFT  0.99990519   +0 31 44.2
 AB1397;UTM  14      - 2,958,604.133   665,590.434   MT  0.99993852   +0 44 57.5
 AB1397
 AB1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1397!SPC TX S     -   1.00000240  x   0.99990519  =   0.99990759
 AB1397!UTM  14      -   1.00000240  x   0.99993852  =   0.99994092
 AB1397
 AB1397|---------------------------------------------------------------------|
 AB1397| PID    Reference Object                     Distance      Geod. Az  |
 AB1397|                                                           dddmmss.s |
 AB1397| CV2963 BLANCO RM 1                          19.570 METERS 03515     |
 AB1397| AB1396 CAMP 1949                            38.680 METERS 13226     |
 AB1397| CV2962 BLANCO AZ MK                                       1803315.4 |
 AB1397|---------------------------------------------------------------------|
 AB1397
 AB1397                          SUPERSEDED SURVEY CONTROL
 AB1397
 AB1397  NAD 83(1986)-  26 44 20.21439(N)    097 20 05.84276(W) AD(       ) 3
 AB1397  NAD 27      -  26 44 18.99600(N)    097 20 04.91600(W) AD(       ) 3
 AB1397
 AB1397.Superseded values are not recommended for survey control.
 AB1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1397.See file dsdata.txt to determine how the superseded data were derived.
 AB1397
 AB1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6559058604(NAD 83)
 AB1397_MARKER: DS = TRIANGULATION STATION DISK
 AB1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1397_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1397
 AB1397  HISTORY     - Date     Condition        Report By
 AB1397  HISTORY     - 1949     MONUMENTED       CGS
 AB1397  HISTORY     - 1958     GOOD             SHELL
 AB1397  HISTORY     - 1968     GOOD             CGS
 AB1397  HISTORY     - 1969     GOOD             CGS
 AB1397  HISTORY     - 1979     GOOD             NGS
 AB1397
 AB1397                          STATION DESCRIPTION
 AB1397
 AB1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1397'THE STATION IS LOCATED ON PADRE ISLAND, ABOUT 48.0
 AB1397'MILES NORTH OF PORT ISABEL COAST GUARD STATION, ON THE EAST
 AB1397'SIDE OF THE ISLAND JUST WEST OF DUNES ALONG THE BEACH AND
 AB1397'NORTH OF AN ABANDONED COAST GUARD BEACH PATROL CABIN.  IT
 AB1397'IS 89.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF AN ABANDONED
 AB1397'CABIN, 83.2 FEET NORTH OF THE NORTHWEST CORNER OF AN ABANDONED
 AB1397'CABIN AND 3 FEET WEST OF A WITNESS POST.  IT IS A STANDARD
 AB1397'DISK STAMPED BLANCO 1949 SET IN THE TOP OF AN 8 INCH CONCRETE
 AB1397'PIPE PROJECTING 6 INCHES.
 AB1397'
 AB1397'REFERENCE MARK NO. 1 IS ON THE SAND FLAT NORTH-NORTHEAST OF
 AB1397'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 AB1397'8 INCH CONCRETE PIPE PROJECTING 6 INCHES AND IS STAMPED
 AB1397'BLANCO NO 1 1949.
 AB1397'
 AB1397'REFERENCE MARK NO. 2 IS A STANDARD TOPOGRAPHIC STATION DISK
 AB1397'SET IN A DRILL HOLE IN THE TOP CENTER OF A 36 INCH SQUARE
 AB1397'CONCRETE PILLER EXTENDING 2 FEET ABOVE THE SAND.  THE PILLAR
 AB1397'IS DIRECTLY EAST OF THE EAST ENTRANCE TO THE ABANDONED CABIN.
 AB1397'IT IS STAMPED CAMP 1949.
 AB1397'
 AB1397'THE AZIMUTH MARK IS AT THE BASE OF AND ON THE NORTHEAST SIDE
 AB1397'OF AN ISOLATED GROUP OF SAND DUNES 0.35 MILE SOUTH-SOUTHWEST
 AB1397'OF THE STATION.  IT IS 2 FEET NORTHEAST OF A WITNESS POST.
 AB1397'IT IS A STANDARD REFERENCE MARK DISK STAMPED BLANCO AZ 1949
 AB1397'AND IS SET IN THE TOP OF AN 8 INCH CONCRETE PIPE PROJECTING
 AB1397'8 INCHES.
 AB1397'
 AB1397'TO REACH THE STATION FROM THE NORTH JETTY OF BRAZOS SANTIAGO,
 AB1397'GO NORTH ALONG THE BEACH OF THE GULF OF MEXICO 43.9 MILES
 AB1397'TO A BOILER OF AN OLD WRECK IN SURF.  CONTINUE NORTH ALONG
 AB1397'BEACH FOR 3.0 MILES TO A PASS THROUGH THE SAND DUNES, TURN
 AB1397'LEFT, WEST, AND GO 700 FEET.  (AZIMUTH MARK IS 0.15 MILE
 AB1397'SOUTH-SOUTHWEST OF THIS POINT) TURN RIGHT, NORTH, AND GO ABOUT
 AB1397'1000 FEET TO THE ABANDONED CABIN AND STATION AS DESCRIBED.
 AB1397
 AB1397                          STATION RECOVERY (1958)
 AB1397
 AB1397'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB1397'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AB1397
 AB1397                          STATION RECOVERY (1968)
 AB1397
 AB1397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1397'STATION MARK AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 AB1397'AZIMUTH MARK WAS NOT SEARCHED FOR.
 AB1397'
 AB1397'THE ABANDONED COAST GUARD BEACH PATROL CABIN NO LONGER EXISTS.
 AB1397'THE REMAINS OF A LARGE OBSERVING STAND CAN BE SEEN FROM THE
 AB1397'BEACH.
 AB1397'
 AB1397'THE REMAINDER OF THE ORIGINAL DESCRIPTION IS ADEQUATE.
 AB1397
 AB1397                          STATION RECOVERY (1969)
 AB1397
 AB1397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB1397'THE STATION MARK AND REFERENCE MARKS 1 AND 2 (CAMP 1949) WERE
 AB1397'RECOVERED AND FOUND IN GOOD CONDITION.  THE MARKS WERE RECOVERED
 AB1397'AS DESCRIBED WITH ONE EXCEPTION--THE OLD COAST GUARD CABIN
 AB1397'NO LONGER EXISTS.  A 35-FOOT TOWER MADE OF CREOSOTED PILES
 AB1397'HAS BLOWN DOWN BY THE STATION.  THE AZIMUTH MARK HAS BEEN
 AB1397'DEEPLY COVERED BY SAND AND WAS NOT RECOVERED.
 AB1397'
 AB1397'TO REACH THE STATION FROM THE ENTRANCE TO THE PADRE ISLAND
 AB1397'CAUSEWAY (JUST SOUTH OF THE CORPUS CHRISTI NAVAL AIR STATION),
 AB1397'GO EAST ACROSS THE CAUSEWAY FOR 4.9 MILES TO A JUNCTION
 AB1397'WITH PARK ROADS 22 AND 53.  KEEP STRAIGHT AHEAD ON PARK
 AB1397'ROAD 53 FOR 15.65 MILES TO THE END OF THE PAVEMENT AT THE
 AB1397'GULF BEACH.  TURN RIGHT AND GO SOUTHERLY, DOWN BEACH, FOR
 AB1397'7.0 MILES TO A SIGN 4-WHEEL DRIVE VEHICLES ONLY BEYOND THIS
 AB1397'POINT.  CONTINUE DOWN BEACH FOR 8.9 MILES TO YARBOROUGH
 AB1397'PASS.  CONTINUE SOUTH FOR 3.95 MILES TO A BROAD PASS AND A
 AB1397'TRACK ROAD LEADING WEST THROUGH THE DUNES.  TURN RIGHT AND
 AB1397'GO WESTERLY ON THE TRACK ROAD FOR 0.8 MILE TO A REVERSE
 AB1397'Y-INTERSECTION.  KEEP STRAIGHT AHEAD, SOUTHERLY, ON A TRACK ROAD FOR
 AB1397'12.95 MILES TO A POINT WHERE THE ROAD COMES BACK TO THE
 AB1397'BEACH AT A LONE CABIN.  TURN RIGHT AND GO SOUTH ALONG BEACH FOR
 AB1397'11.75 MILES TO A LOW CUT ON THE RIGHT.  CONTINUE SOUTH
 AB1397'ALONG BEACH FOR 6.3 MILES TO A WIDE WASH WITH HIGH DUNES
 AB1397'ON ITS NORTH SIDE.  TURN RIGHT, IN THE WASH, AND GO WEST
 AB1397'FOR ABOUT 700 FEET.  THENCE RIGHT, NORTH, FOR ABOUT 1000
 AB1397'FEET TO THE STATION ON THE WEST SIDE OF THE HIGH
 AB1397'DUNES.
 AB1397
 AB1397                          STATION RECOVERY (1979)
 AB1397
 AB1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1397'STATION NOT OCCUPIED.
 AB1397'
 AB1397'STATION RECOVERED IN GOOD CONDITION BUT COVERED BY ABOUT 3 FEET OF
 AB1397'DRIFTED SAND.  REFERENCE MARK 2 (TOPOGRAPHIC STATION CAMP 1949) WAS
 AB1397'ALSO RECOVERED IN GOOD CONDITION ALTHOUGH THE 36-INCH SQUARE
 AB1397'CONCRETE PILLAR THAT PROJECTED 2 FEET IS NOW FLUSH.  REFERENCE MARK
 AB1397'1 WAS NOT RECOVERED.  IT IS NO DOUBT STILL THERE BUT MAY BE COVERED
 AB1397'BY AS MUCH AS 8 FEET OF DRIFTED SAND.  THE OLD 35 FOOT POLE TOWER
 AB1397'STILL LIES BY THE STATION AND REALLY HELPS IN RECOVERY OF THE
 AB1397'STATION.  THE AZIMUTH MARK WAS NOT RECOVERED.  THE STATION WAS
 AB1397'RECOVERED FROM THE BACK AZIMUTH TO REFERENCE MARK 2.
 AB1397'
 AB1397'TO REACH FROM THE END OF THE PAVED ROAD (PARK ROAD 22) ABOUT 2 MILES
 AB1397'SOUTH OF THE PADRE ISLAND NATIONAL SEASHORE INFORMATION OFFICE, GO
 AB1397'SOUTH ALONG THE BEACH (NEED 4-WHEEL DRIVE AFTER FIRST 4 OR 5 MILES)
 AB1397'FOR 16 MILES TO YARBOROUGH PASS (SIGN YARBOROUGH PASS).  CONTINUE
 AB1397'ALONG BEACH FOR 18 MILES TO A NATURAL CUT THROUGH THE SAND DUNES
 AB1397'FROM GULF TO BAY.  (WATER IS ABOUT 10 INCHES DEEP AND 10 FEET WIDE
 AB1397'AT HIGH TIDE).  CROSS AND CONTINUE ALONG BEACH FOR 8.2 MILES TO
 AB1397'STATION METEOR 1939 ON THE RIGHT (IT IS ABOUT 0.3 MILE BACK FROM THE
 AB1397'BEACH BUT TOWER CAN BE SEEN FROM THE TOP OF MOST ANY OF THE SAND
 AB1397'DUNES IN THE AREA).  CONTINUE ALONG THE BEACH FOR 6.6 MILES
 AB1397'TO STATION ON THE RIGHT (ABOUT 75 YARDS NORTHWEST OF A SMALL SHACK
 AB1397'THAT IS ALMOST HIDDEN IN THE FIRST SAND DUNES BACK FROM BEACH.
 AB1397'
 AB1397'A HELICOPTER CAN LAND NEAR THE STATION.
 AB1397'
 AB1397'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES NE OF PORT
 AB1397'MANSFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1214 ***********************************************************************
 AJ1214  DESIGNATION -  BLANCO
 AJ1214  PID         -  AJ1214
 AJ1214  STATE/COUNTY-  TX/JIM WELLS
 AJ1214  USGS QUAD   -  PALITO BLANCO (1963)
 AJ1214
 AJ1214                         *CURRENT SURVEY CONTROL
 AJ1214  ___________________________________________________________________
 AJ1214* NAD 83(1993)-  27 35 25.76958(N)    098 10 48.92103(W)     ADJUSTED  
 AJ1214* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 AJ1214  ___________________________________________________________________
 AJ1214  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AJ1214  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AJ1214
 AJ1214  HORZ ORDER  -  SECOND
 AJ1214
 AJ1214.The horizontal coordinates were established by classical geodetic methods
 AJ1214.and adjusted by the National Geodetic Survey in February 1996..
 AJ1214
 AJ1214.The orthometric height was scaled from a topographic map.
 AJ1214
 AJ1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1214
 AJ1214.The geoid height was determined by GEOID03.
 AJ1214
 AJ1214;                    North         East     Units Scale Factor Converg.
 AJ1214;SPC TX S     - 5,213,187.468   331,567.035   MT  0.99994752   +0 08 42.6
 AJ1214;SPC TX S     -17,103,599.22  1,087,816.18   sFT  0.99994752   +0 08 42.6
 AJ1214;UTM  14      - 3,052,108.430   580,903.540   MT  0.99968079   +0 22 46.9
 AJ1214
 AJ1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1214!SPC TX S     -   0.99999280  x   0.99994752  =   0.99994032
 AJ1214!UTM  14      -   0.99999280  x   0.99968079  =   0.99967359
 AJ1214
 AJ1214:                Primary Azimuth Mark                     Grid Az
 AJ1214:SPC TX S     -  BEN BOLT SW BELL TEL MICROWAVE           057 28 01.4
 AJ1214:UTM  14      -  BEN BOLT SW BELL TEL MICROWAVE           057 13 57.1
 AJ1214
 AJ1214|---------------------------------------------------------------------|
 AJ1214| PID    Reference Object                     Distance      Geod. Az  |
 AJ1214|                                                           dddmmss.s |
 AJ1214| AJ1197 BEN BOLT SW BELL TEL MICROWAVE      APPROX. 9.9 KM 0573644.0 |
 AJ1214| CV2965 BLANCO RM 1                          19.279 METERS 08022     |
 AJ1214| CV2966 BLANCO RM 2                          20.389 METERS 18624     |
 AJ1214| CV2964 BLANCO AZ MK                                       2234818.8 |
 AJ1214|---------------------------------------------------------------------|
 AJ1214
 AJ1214                          SUPERSEDED SURVEY CONTROL
 AJ1214
 AJ1214  NAD 83(1986)-  27 35 25.77710(N)    098 10 48.89735(W) AD(       ) 2
 AJ1214  NAD 27      -  27 35 24.66120(N)    098 10 47.88120(W) AD(       ) 2
 AJ1214
 AJ1214.Superseded values are not recommended for survey control.
 AJ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1214.See file dsdata.txt to determine how the superseded data were derived.
 AJ1214
 AJ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8090452108(NAD 83)
 AJ1214_MARKER: DS = TRIANGULATION STATION DISK
 AJ1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1214
 AJ1214  HISTORY     - Date     Condition        Report By
 AJ1214  HISTORY     - 1961     MONUMENTED       CGS
 AJ1214
 AJ1214                          STATION DESCRIPTION
 AJ1214
 AJ1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1214'THE STATION IS APPROXIMATELY 7 MILES SOUTHWEST OF BEN BOLT,
 AJ1214'1/2 MILE EAST OF PALITO BLANCO, 0.2 MILE NORTH OF FARM ROAD 735,
 AJ1214'NORTH OF THE FARM HOME OF MR. L.A. GARCIA AND ON LAND OWNED
 AJ1214'BY THE GARCIA ESTATE.
 AJ1214'
 AJ1214'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1214'AND STATE HIGHWAY 141 WHICH IS APPROXIMATELY 13-1/4 MILES
 AJ1214'NORTH OF PREMONT, GO NORTH ON HIGHWAY 281 FOR 2.3 MILES TO THE
 AJ1214'JUNCTION OF FARM ROAD 735.  TURN LEFT, WEST, ON FARM ROAD 735
 AJ1214'FOR 5.45 MILES TO A CROSSROAD.  (CONTINUE WEST ON FARM ROAD 735
 AJ1214'FOR 0.2 MILE TO A COTTON GIN ON THE LEFT AND THE AZIMUTH MARK
 AJ1214'ON THE RIGHT.) TURN RIGHT, NORTH, ON A SAND ROAD FOR 0.2
 AJ1214'MILE TO THE FARM HOME AND THE STATION AS DESCRIBED.
 AJ1214'
 AJ1214'STATION MARKS ARE STANDARD DISKS STAMPED BLANCO 1961.  THE SURFACE
 AJ1214'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 AJ1214'SURFACE OF THE GROUND.  IT IS 177.5 FEET NORTH OF THE NORTHWEST
 AJ1214'CORNER OF THE FARM HOME, 173 FEET NORTHWEST OF A POWER POLE
 AJ1214'WITH A TRANSFORMER, 69 FEET WEST OF THE NORTHWEST ONE OF A
 AJ1214'GROUP OF TREES, 14 FEET SOUTHEAST OF A T-FENCE CORNER POST AND
 AJ1214'NEAR THE NORTHWEST CORNER OF A SMALL FENCED IN LOT.  THE
 AJ1214'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 AJ1214'BELOW THE SURFACE OF THE GROUND.
 AJ1214'
 AJ1214'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLANCO NO 1 1961,
 AJ1214'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 AJ1214'IS 72 FEET EAST OF THE FENCE CORNER POST, 14 FEET NORTH OF THE
 AJ1214'TREE AND 2 FEET SOUTH OF A FENCE.
 AJ1214'
 AJ1214'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLANCO NO 2
 AJ1214'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AJ1214'IT IS 80 FEET WEST OF THE NORTHWEST CORNER OF A MACHINE SHED, 77
 AJ1214'FEET SOUTH OF THE FENCE CORNER POST, 2 FEET NORTH OF A METAL
 AJ1214'WITNESS POST AND 1 FOOT EAST OF A FENCE.
 AJ1214'
 AJ1214'AZIMUTH MARK, A STANDARD DISK STAMPED BLANCO 1961, IS SET IN
 AJ1214'A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 38.5
 AJ1214'FEET NORTH OF THE CENTER OF HIGHWAY 735, 2.5 FEET EAST OF A
 AJ1214'METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 AJ1214'
 AJ1214'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1214'
 AJ1214'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0627 ***********************************************************************
 BN0627  DESIGNATION -  BLANCO
 BN0627  PID         -  BN0627
 BN0627  STATE/COUNTY-  TX/BLANCO
 BN0627  USGS QUAD   -  BLANCO (1963)
 BN0627
 BN0627                         *CURRENT SURVEY CONTROL
 BN0627  ___________________________________________________________________
 BN0627* NAD 83(1993)-  30 04 17.18820(N)    098 24 40.06846(W)     ADJUSTED  
 BN0627* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 BN0627  ___________________________________________________________________
 BN0627  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 BN0627  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 BN0627
 BN0627  HORZ ORDER  -  THIRD
 BN0627
 BN0627.The horizontal coordinates were established by classical geodetic methods
 BN0627.and adjusted by the National Geodetic Survey in February 1996..
 BN0627
 BN0627.The orthometric height was scaled from a topographic map.
 BN0627
 BN0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0627
 BN0627.The geoid height was determined by GEOID03.
 BN0627
 BN0627;                    North         East     Units Scale Factor Converg.
 BN0627;SPC TX C     - 3,046,474.043   885,326.321   MT  1.00001238   +0 59 24.2
 BN0627;SPC TX C     - 9,994,973.59  2,904,608.10   sFT  1.00001238   +0 59 24.2
 BN0627;SPC TXSC     - 4,248,190.937   656,773.797   MT  0.99994566   +0 17 18.6
 BN0627;SPC TXSC     -13,937,606.43  2,154,765.37   sFT  0.99994566   +0 17 18.6
 BN0627;UTM  14      - 3,326,847.801   556,754.913   MT  0.99963974   +0 17 42.3
 BN0627
 BN0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0627!SPC TX C     -   0.99993432  x   1.00001238  =   0.99994670
 BN0627!SPC TXSC     -   0.99993432  x   0.99994566  =   0.99987998
 BN0627!UTM  14      -   0.99993432  x   0.99963974  =   0.99957408
 BN0627
 BN0627|---------------------------------------------------------------------|
 BN0627| PID    Reference Object                     Distance      Geod. Az  |
 BN0627|                                                           dddmmss.s |
 BN0627| CV4280 BLANCO RM 1                           6.033 METERS 00406     |
 BN0627| CV4279 BLANCO AZ MK                                       1110551.6 |
 BN0627| BN0110 E 323                                38.199 METERS 13244     |
 BN0627|---------------------------------------------------------------------|
 BN0627
 BN0627                          SUPERSEDED SURVEY CONTROL
 BN0627
 BN0627  NAD 83(1986)-  30 04 17.19826(N)    098 24 40.05337(W) AD(       ) 3
 BN0627  NAD 27      -  30 04 16.44550(N)    098 24 38.99160(W) AD(       ) 3
 BN0627
 BN0627.Superseded values are not recommended for survey control.
 BN0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0627.See file dsdata.txt to determine how the superseded data were derived.
 BN0627
 BN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5675526848(NAD 83)
 BN0627_MARKER: DS = TRIANGULATION STATION DISK
 BN0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0627+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 BN0627
 BN0627  HISTORY     - Date     Condition        Report By
 BN0627  HISTORY     - 1956     MONUMENTED       CGS
 BN0627  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 BN0627  HISTORY     - 20051201 GOOD             INDIV
 BN0627
 BN0627                          STATION DESCRIPTION
 BN0627
 BN0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0627'THE STATION IS ABOUT 2 MILES SOUTHEAST OF BLANCO, 0.05 MILE
 BN0627'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 281 AND FARM ROAD 32,
 BN0627'46 FEET WEST OF THE CENTER OF HIGHWAY 281, 31 FEET NORTH OF
 BN0627'THE CENTER OF A METAL GATE, 4 FEET EAST OF A FENCE AND 3 FEET
 BN0627'EAST OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0627'
 BN0627'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 BN0627'IN BLANCO, GO EAST AND SOUTH ON U.S. HIGHWAY 281 FOR 1.95 MILES
 BN0627'TO THE STATION ON THE RIGHT.
 BN0627'
 BN0627'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 BN0627'HIGHWAY FOR 0.05 MILE TO THE JUNCTION OF FARM ROAD 32 ON THE
 BN0627'LEFT, TURN LEFT ON THE FARM ROAD FOR 0.5 MILE TO THE MARK ON
 BN0627'THE RIGHT AS DESCRIBED.
 BN0627'
 BN0627'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0627'STAMPED BLANCO 1956.
 BN0627'
 BN0627'REFERENCE MARK 1 IS 46 FEET WEST OF THE CENTER OF THE HIGHWAY
 BN0627'AND 4 FEET EAST OF THE FENCE.  THE MARK IS FLUSH WITH THE GROUND,
 BN0627'AND THE DISK IS STAMPED BLANCO NO 1 1956.
 BN0627'
 BN0627'BENCH MARK E323 IS 48 FEET EAST OF THE CENTER OF THE HIGHWAY,
 BN0627'3 FEET NORTHWEST OF A 4 IN X 4 IN SILVER WITNESS POST AND 1
 BN0627'FOOT SOUTHWEST OF A TELEPHONE POLE.  IT IS A STANDARD U.S. COAST
 BN0627'AND GEODETIC SURVEY DISK SET IN THE TOP OF AN 8 IN X 8 IN CONCRETE
 BN0627'POST WHICH PROJECTS 4 INCHES.  THE DISK IS STAMPED E323 1935.
 BN0627'
 BN0627'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTER OF FARM ROAD
 BN0627'32 AND 13 FEET NORTH OF A FENCE AND A 4 IN X 4 IN WHITE WITNESS
 BN0627'POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 BN0627'BLANCO 1956.
 BN0627'
 BN0627'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0627
 BN0627                          STATION RECOVERY (2002)
 BN0627
 BN0627'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0627'MARK NOT FOUND.
 BN0627
 BN0627                          STATION RECOVERY (2005)
 BN0627
 BN0627'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RJS)
 BN0627'THE STATION IS ABOUT 2 MILES SOUTHEAST OF BLANCO, FROM THE
 BN0627'INTERSECTION OF U.S. HWY 281 AND FARM ROAD 32, 202 FEET NORTH OF
 BN0627'CENTER LINE FARM ROAD 32 AND WEST 97 FEET FROM CENTER OF HWY 281.
 BN0627'2 FEET EAST FOR METAL FENCE, GOOD FOR GPS.
 BN0627' 
 BN0627'RICHARD SOLIS SURVEYING CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0593 ***********************************************************************
 DP0593  DESIGNATION -  BLANCO
 DP0593  PID         -  DP0593
 DP0593  STATE/COUNTY-  TX/CROSBY
 DP0593  USGS QUAD   -  CROSBYTON (1966)
 DP0593
 DP0593                         *CURRENT SURVEY CONTROL
 DP0593  ___________________________________________________________________
 DP0593* NAD 83(1993)-  33 42 15.71144(N)    101 08 37.97508(W)     ADJUSTED  
 DP0593* NAVD 88     -       914.     (meters)    2999.     (feet)  SCALED    
 DP0593  ___________________________________________________________________
 DP0593  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DP0593  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DP0593
 DP0593  HORZ ORDER  -  FIRST
 DP0593
 DP0593.The horizontal coordinates were established by classical geodetic methods
 DP0593.and adjusted by the National Geodetic Survey in February 1996..
 DP0593
 DP0593.The orthometric height was scaled from a topographic map.
 DP0593
 DP0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0593
 DP0593.The geoid height was determined by GEOID03.
 DP0593
 DP0593;                    North         East     Units Scale Factor Converg.
 DP0593;SPC TXNC     - 2,229,049.897   354,943.842   MT  0.99993737   -1 26 31.1
 DP0593;SPC TXNC     - 7,313,141.20  1,164,511.59   sFT  0.99993737   -1 26 31.1
 DP0593;UTM  14      - 3,731,440.524   301,315.966   MT  1.00008668   -1 11 24.2
 DP0593
 DP0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0593!SPC TXNC     -   0.99986055  x   0.99993737  =   0.99979793
 DP0593!UTM  14      -   0.99986055  x   1.00008668  =   0.99994722
 DP0593
 DP0593:                Primary Azimuth Mark                     Grid Az
 DP0593:SPC TXNC     -  BLANCO AZ MK 2                           006 35 38.0
 DP0593:UTM  14      -  BLANCO AZ MK 2                           006 20 31.1
 DP0593
 DP0593|---------------------------------------------------------------------|
 DP0593| PID    Reference Object                     Distance      Geod. Az  |
 DP0593|                                                           dddmmss.s |
 DP0593| CJ6659 BLANCO AZ MK 2                                     0050906.9 |
 DP0593| CJ6658 BLANCO AZ MK                                       0103216.1 |
 DP0593| CJ6660 BLANCO RM 1                          51.301 METERS 12243     |
 DP0593| CJ6661 BLANCO RM 2                          61.395 METERS 19328     |
 DP0593| DP0594 CROSBYTON DAIRY WATER TANK          APPROX.10.2 KM 2491232.7 |
 DP0593| CJ6662 BLANCO RM 3                          22.151 METERS 33843     |
 DP0593|---------------------------------------------------------------------|
 DP0593
 DP0593                          SUPERSEDED SURVEY CONTROL
 DP0593
 DP0593  NAD 83(1993)-  33 42 15.71534(N)    101 08 37.97308(W) AD(       ) 1
 DP0593  NAD 83(1986)-  33 42 15.71682(N)    101 08 37.96854(W) AD(       ) 1
 DP0593  NAD 27      -  33 42 15.41400(N)    101 08 36.44500(W) AD(       ) 1
 DP0593
 DP0593.Superseded values are not recommended for survey control.
 DP0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0593.See file dsdata.txt to determine how the superseded data were derived.
 DP0593
 DP0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC0131631441(NAD 83)
 DP0593_MARKER: DS = TRIANGULATION STATION DISK
 DP0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0593_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0593
 DP0593  HISTORY     - Date     Condition        Report By
 DP0593  HISTORY     - 1935     MONUMENTED       CGS
 DP0593  HISTORY     - 1938     GOOD             TXHD
 DP0593  HISTORY     - 1966     MARK NOT FOUND   USGS
 DP0593  HISTORY     - 1968     GOOD             CGS
 DP0593  HISTORY     - 1981     MARK NOT FOUND   NGS
 DP0593
 DP0593                          STATION DESCRIPTION
 DP0593
 DP0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0593'STATION IS LOCATED 6-1/2 MILES ENE OF CROSBYTON, 6 MILES
 DP0593'W OF THE DICKENS-CROSBY COUNTY LINE, AND 9 MILES S OF THE
 DP0593'CROSBY-FLOYD COUNTY LINE.  STATION IS 1/4 MILE BEYOND CREST,
 DP0593'NE OF THE RISE FROM BLANCO CANYON, ON EXTENSION OF TANGENT,
 DP0593'ALONG LEFT SIDE OF ROAD TO CURVE AT THIS POINT, APPROXIMATELY
 DP0593'ON POINT OF INTERSECTION OF CURVE, 25 FEET E OF FENCE, 75 FEET
 DP0593'N OF CENTER LINE OF CURVE, AND ON EITHER SIDE OF CURVE (AND
 DP0593'STATION), FROM 50 TO 100 YARDS DISTANT ARE THE HEADS OF DEEP
 DP0593'WASH DRAWS.  STATION IS ALSO 0.1 MILE W OF A T-ROAD N.
 DP0593'
 DP0593'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0593'BRONZE DISKS SET IN CONCRETE.
 DP0593'
 DP0593'REFERENCE MARK NO. 1 IS SE BY E OF STATION, IN FENCE LINE
 DP0593'ACROSS ROAD FROM AND 35 FEET FROM CENTER LINE OF ROAD.
 DP0593'
 DP0593'REFERENCE MARK NO. 2 IS S FROM STATION, IN FENCE LINE ACROSS
 DP0593'ROAD FROM STATION AND 35 FEET FROM CENTER LINE OF ROAD.
 DP0593'
 DP0593'AZIMUTH MARK IS IN E-W FENCE LINE, 200 FEET S OF ONE-STORY WHITE
 DP0593'HOUSE, 121 FEET E OF CENTER LINE OF ROAD, AND 98 FEET E OF
 DP0593'FENCE CORNER.  REACHED FROM STATION BY GOING 0.1 MILE E TO
 DP0593'T-ROAD N, THENCE LEFT (N) 0.6 MILE TO WHITE HOUSE ON RIGHT (E).
 DP0593'
 DP0593'STATION IS REACHED FROM THE CROSBYTON SERVICE STATION IN CROSBYTON,
 DP0593'GO E ON U.S. HIGHWAY 62 FOR 3.75 MILES, THENCE LEFT (N) ACROSS
 DP0593'CONCRETE CULVERT ON T-ROAD, (N) ALONG MAIN ROAD FOR 3.5 MILES
 DP0593'TO STATION AT FENCE CORNER ON LEFT.
 DP0593'
 DP0593'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DP0593
 DP0593                          STATION RECOVERY (1938)
 DP0593
 DP0593'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0593'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 DP0593'CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0593
 DP0593                          STATION RECOVERY (1966)
 DP0593
 DP0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DP0593'SEARCHED FOR BUT NOT FOUND.  R.M. 1 COULD NOT BE FOUND.
 DP0593'R.M. 2 IS STILL IN GOOD CONDITION AND FOUND INTACT.  THE
 DP0593'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 DP0593'
 DP0593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2
 DP0593'MILES ENE OF CROSBYTON.
 DP0593
 DP0593                          STATION RECOVERY (1968)
 DP0593
 DP0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0593'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 DP0593'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 DP0593'LAYING ON ITS SIDE IN THE ROAD DITCH AND DESTROYED.  THE AZIMUTH
 DP0593'MARK WAS SEARCHED FOR BUT NOT FOUND.  A NEW AZIMUTH MARK AND
 DP0593'REFERENCE MARK NO. 3 WERE SET.
 DP0593'
 DP0593'A COMPLETE DESCRIPTION FOLLOWS--
 DP0593'
 DP0593'THE STATION IS LOCATED 18 MILES WEST-NORTHWEST OF DICKENS, 22-1/2
 DP0593'MILES NORTHWEST OF SPUR AND 6-1/2 MILES EAST-NORTHEAST
 DP0593'OF CROSBYTON.
 DP0593'
 DP0593'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82
 DP0593'AND FARM ROAD 651 IN CROSBYTON, GO EAST ON U.S. HIGHWAY 82 FOR
 DP0593'3.8 MILES TO THE JUNCTION OF FARM ROAD 2591 ON THE LEFT AND
 DP0593'SIGN CAPROCK COUNCIL GIRL SCOUT CAMP, TURN LEFT, NORTH, ON
 DP0593'FARM ROAD 2591 FOR 3.5 MILES TO A SIDE ROAD RIGHT AND THE
 DP0593'STATION ON THE LEFT.
 DP0593'
 DP0593'THE STATION MARK, A STANDARD DISK STAMPED BLANCO 1935 SET IN
 DP0593'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS 10 INCHES BELOW
 DP0593'THE SURFACE OF THE GROUND.  IT IS 223 FEET WEST OF THE CENTER
 DP0593'OF FARM ROAD 2591, 44.0 FEET NORTH OF THE SOUTH EDGE OF A
 DP0593'CULTIVATED FIELD, 26.3 FEET EAST OF A METAL WITNESS POST AND 26.2
 DP0593'FEET EAST OF A FENCE.
 DP0593'
 DP0593'REFERENCE MARK 2, A STANDARD DISK STAMPED BLANCO 1935 SET IN
 DP0593'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 DP0593'GROUND SURFACE.  IT IS 200 FEET SOUTHEAST OF A METAL WITNESS
 DP0593'POST, 80 FEET EAST OF A FENCE AND 64 FEET WEST OF THE CENTER
 DP0593'OF FARM ROAD 2591.
 DP0593'
 DP0593'REFERENCE MARK 3, A STANDARD DISK STAMPED BLANCO 1935 NO 3 1968,
 DP0593'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 DP0593'1 INCH ABOVE THE GROUND SURFACE.  IT IS 287 FEET WEST OF THE
 DP0593'CENTER OF FARM ROAD 2591, 66 FEET NORTH-NORTHWEST OF A METAL
 DP0593'WITNESS POST AND 0.7 FOOT EAST OF A FENCE.
 DP0593'
 DP0593'AZIMUTH MARK, A STANDARD DISK STAMPED BLANCO 1935 1968,
 DP0593'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE SOUTH END OF A
 DP0593'CULVERT HEADWALL WHICH IS ABOUT 5 INCHES ABOVE THE GROUND
 DP0593'SURFACE.  IT IS 31 FEET WEST OF THE CENTER OF FARM ROAD 2591,
 DP0593'25.3 FEET EAST OF A POWER LINE POLE NO. W10 3, 15 FEET SOUTH OF
 DP0593'THE CENTER OF A GRAVELED ROAD AND 8.7 FEET NORTHEAST OF A YIELD
 DP0593'SIGN.
 DP0593'
 DP0593'REFERENCE MARKS WERE NOT FEASIBLE TO BE MEASURED BETWEEN DUE
 DP0593'TO FENCE LINE AND BRUSH ON LINE.
 DP0593'
 DP0593'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 DP0593'FARM ROAD 2591 FOR 1.0 MILE.
 DP0593'
 DP0593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DP0593'6-1/2 MILES EAST-NORTHEAST OF CROSBYTON.
 DP0593
 DP0593                          STATION RECOVERY (1981)
 DP0593
 DP0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DP0593'THE ONLY MARK FOUND WAS REFERENCE MARK 3.  THE AREA WHERE THE STATION
 DP0593'MARK SHOULD BE HAS BEEN DUG OUT.  AFTER EXTENSIVE SEARCHING, NO TRACE
 DP0593'OF ANY OTHER MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1319 ***********************************************************************
 AH1319  DESIGNATION -  BLANCO 2
 AH1319  PID         -  AH1319
 AH1319  STATE/COUNTY-  TX/SAN PATRICIO
 AH1319  USGS QUAD   -  GREGORY (1975)
 AH1319
 AH1319                         *CURRENT SURVEY CONTROL
 AH1319  ___________________________________________________________________
 AH1319* NAD 83(1993)-  27 59 10.41421(N)    097 17 44.27037(W)     ADJUSTED  
 AH1319* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AH1319  ___________________________________________________________________
 AH1319  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AH1319  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AH1319
 AH1319  HORZ ORDER  -  SECOND
 AH1319
 AH1319.The horizontal coordinates were established by classical geodetic methods
 AH1319.and adjusted by the National Geodetic Survey in February 1996..
 AH1319
 AH1319.The orthometric height was scaled from a topographic map.
 AH1319
 AH1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1319
 AH1319.The geoid height was determined by GEOID03.
 AH1319
 AH1319;                    North         East     Units Scale Factor Converg.
 AH1319;SPC TX S     - 5,257,566.189   418,482.289   MT  1.00004228   +0 32 48.5
 AH1319;SPC TX S     -17,249,198.41  1,372,970.64   sFT  1.00004228   +0 32 48.5
 AH1319;SPC TXSC     - 4,018,168.033   767,683.406   MT  1.00013764   +0 50 06.0
 AH1319;SPC TXSC     -13,182,939.62  2,518,641.31   sFT  1.00013764   +0 50 06.0
 AH1319;UTM  14      - 3,096,846.653   667,613.131   MT  0.99994676   +0 47 59.9
 AH1319
 AH1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1319!SPC TX S     -   1.00000330  x   1.00004228  =   1.00004558
 AH1319!SPC TXSC     -   1.00000330  x   1.00013764  =   1.00014094
 AH1319!UTM  14      -   1.00000330  x   0.99994676  =   0.99995006
 AH1319
 AH1319|---------------------------------------------------------------------|
 AH1319| PID    Reference Object                     Distance      Geod. Az  |
 AH1319|                                                           dddmmss.s |
 AH1319| CV2968 BLANCO 2 RM 1                        37.908 METERS 00841     |
 AH1319| AH1382 TAFT CENTRAL PWR AND LT CO TK       APPROX.10.1 KM 2681352.7 |
 AH1319| CV2967 BLANCO 2 AZ MK                                     2711114.6 |
 AH1319| CV2969 BLANCO 2 RM 2                        44.400 METERS 27136     |
 AH1319|---------------------------------------------------------------------|
 AH1319
 AH1319                          SUPERSEDED SURVEY CONTROL
 AH1319
 AH1319  NAD 83(1986)-  27 59 10.42152(N)    097 17 44.24932(W) AD(       ) 2
 AH1319  NAD 27      -  27 59 09.35300(N)    097 17 43.27900(W) AD(       ) 2
 AH1319
 AH1319.Superseded values are not recommended for survey control.
 AH1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1319.See file dsdata.txt to determine how the superseded data were derived.
 AH1319
 AH1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6761396847(NAD 83)
 AH1319_MARKER: DS = TRIANGULATION STATION DISK
 AH1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1319
 AH1319  HISTORY     - Date     Condition        Report By
 AH1319  HISTORY     - 1953     MONUMENTED       CGS
 AH1319  HISTORY     - 1969     GOOD             CGS
 AH1319  HISTORY     - 1974     GOOD             USGS
 AH1319  HISTORY     - 19950610 GOOD             USPSQD
 AH1319
 AH1319                          STATION DESCRIPTION
 AH1319
 AH1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AH1319'THE STATION IS LOCATED ABOUT 6 MILES EAST OF TAFT.  5 MILES
 AH1319'NORTH OF GREGORY.  ON THE BLANCO RANCH NEAR THE EAST ENTRANCE.
 AH1319'
 AH1319'TO REACH FROM THE POST OFFICE IN TAFT, GO NORTH ON GREEN AVE. FOR
 AH1319'0.4 MILE.  TURN RIGHT, GO EAST 1 BLOCK ON COLLEGE STREET.
 AH1319'TURN LEFT, GO NORTH 2 BLOCKS ON MC INTYRE AVE.  TURN RIGHT ON
 AH1319'RINCON ROAD AND GO NORTHEASTERLY FOR 0.8 MILE TO A CROSSROAD.
 AH1319'CONTINUE STRAIGHT AHEAD, EAST, AND GO 4.45 MILES TO A CROSSROAD
 AH1319'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON
 AH1319'THE MAIN ROAD FOR 0.4 MILE TO THE BLANCO RANCH ENTRANCE ON THE
 AH1319'RIGHT AND THE STATION SITE.
 AH1319'
 AH1319'THE STATION MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 AH1319'SET IN THE TOPS OF CONCRETE POSTS.
 AH1319'
 AH1319'THE STATION MARK IS STAMPED BLANCO 2 1953, AND IS FLUSH WITH
 AH1319'THE GROUND SURFACE.  THE MARK IS LOCATED IN THE NORTHEAST CORNER
 AH1319'OF THE RANCH HOUSE YARD.  100 FEET NORTH OF THE NORTHEAST CORNER
 AH1319'OF THE EAST HOUSE.  56 FEET EAST OF THE EAST GATE POST OF THE
 AH1319'WEST ENTRANCE.  35 FEET SOUTHWEST OF THE WEST END OF A CONCRETE
 AH1319'CULVERT.  AND 12 FEET WEST OF A WHITE WITNESS POST.
 AH1319'
 AH1319'REFERENCE MARK NO. 1 IS STAMPED BLANCO 2 NO 1 1953, AND IT
 AH1319'PROJECTS 4 INCHES.  THE MARK IS LOCATED 75 FEET NORTH OF THE
 AH1319'CENTER OF A PAVED ROAD.
 AH1319'
 AH1319'REFERENCE MARK NO. 2 IS STAMPED BLANCO 2 NO 2 1953, AND IT
 AH1319'PROJECTS 4 INCHES.  THE MARK IS LOCATED 1 FOOT SOUTHEAST OF A
 AH1319'FENCE CORNER IN THE NORTHWEST CORNER OF THE RANCH HOUSE YARD.
 AH1319'
 AH1319'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A CONCRETE
 AH1319'CULVERT.  THE MARK IS STAMPED BLANCO 2 1953, AND IS LEVEL WITH
 AH1319'THE ROAD.  THE MARK IS LOCATED 0.4 MILE WEST OF THE STATION.
 AH1319'150 YARDS SOUTH OF A FARM HOUSE.  IN THE SOUTH SIDE OF THE EAST
 AH1319'END OF A CONCRETE CULVERT.  22 FEET SOUTHWEST OF A POWER LINE
 AH1319'POLE.  20 FEET NORTH OF THE CENTER OF A PAVED ROAD.  AND 3 FEET
 AH1319'NORTH OF A WHITE WITNESS POST.
 AH1319'
 AH1319'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AH1319
 AH1319                          STATION RECOVERY (1969)
 AH1319
 AH1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GDF)
 AH1319'STATION FOUND AS DESCRIBED WITH THE EXCEPTION THAT R.M. 1 HAS BEEN
 AH1319'PULLED OUT OF THE GROUND.
 AH1319
 AH1319                          STATION RECOVERY (1974)
 AH1319
 AH1319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RJP)
 AH1319'TO REACH FROM THE P.O. IN TAFT GO SOUTH 0.1 MI. TO U.S. HWY 181
 AH1319'AND THENCE S.E. 0.75 MI. TO THE JCT WITH FM 631.  GO NORTH 1.1
 AH1319'MI. AND TURN EAST ON PAVED ROAD.  GO 4.85 MI. TO STATION ON
 AH1319'RIGHT.  R.M. 1 IS UPROOTED AND R.M. 2 IS MISSING ENTIRELY.
 AH1319'THE AZIMUTH MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED 0.4 MI.
 AH1319'WEST OF THE STATION.
 AH1319
 AH1319                          STATION RECOVERY (1995)
 AH1319
 AH1319'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1118 ***********************************************************************
 AH1118  DESIGNATION -  BLANCO RM 1
 AH1118  PID         -  AH1118
 AH1118  STATE/COUNTY-  TX/SAN PATRICIO
 AH1118  USGS QUAD   -  GREGORY (1975)
 AH1118
 AH1118                         *CURRENT SURVEY CONTROL
 AH1118  ___________________________________________________________________
 AH1118* NAD 83(1986)-  27 59 11.     (N)    097 17 45.     (W)     SCALED    
 AH1118* NAVD 88     -         6.10   (+/-2cm)      20.0    (feet)  VERTCON   
 AH1118  ___________________________________________________________________
 AH1118  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AH1118
 AH1118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH1118
 AH1118.The horizontal coordinates were scaled from a topographic map and have
 AH1118.an estimated accuracy of +/- 6 seconds.
 AH1118
 AH1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1118.The vertical order pertains to the NGVD 29 superseded value.
 AH1118
 AH1118.The geoid height was determined by GEOID03.
 AH1118
 AH1118;                    North         East    Units  Estimated Accuracy
 AH1118;SPC TX S     - 5,257,580.      418,460.      MT  (+/- 180 meters Scaled)
 AH1118
 AH1118                          SUPERSEDED SURVEY CONTROL
 AH1118
 AH1118  NGVD 29 (??/??/92)    6.26   (m)           20.5    (f) COMPUTED    2 0
 AH1118
 AH1118.Superseded values are not recommended for survey control.
 AH1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1118.See file dsdata.txt to determine how the superseded data were derived.
 AH1118
 AH1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR675968(NAD 83)
 AH1118_MARKER: DR = REFERENCE MARK DISK
 AH1118_SETTING: 0 = UNSPECIFIED SETTING
 AH1118_STAMPING: BLANCO NO. 1 1931
 AH1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1118
 AH1118  HISTORY     - Date     Condition        Report By
 AH1118  HISTORY     - 1931     MONUMENTED       CGS
 AH1118  HISTORY     - 1949     GOOD             NGS
 AH1118  HISTORY     - 1951     MARK NOT FOUND   LOCENG
 AH1118
 AH1118                          STATION DESCRIPTION
 AH1118
 AH1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH1118'5.1 MI NE FROM GREGORY.
 AH1118'99.0 FEET SOUTHEAST OF TRIANGULATION STATION BLANCO, (NOW DESTROYED),
 AH1118'PROCEED NORTHEAST ALONG THE BAYSIDE ROAD FROM THE POST OFFICE AT
 AH1118'GREGORY.  THENCE GO 5.1 MILE TO A CROSSROAD, TURN WEST ON GRADED DIRT
 AH1118'ROAD, PROCEED 2.5 MILES TO A FARMHOUSE, IN THE NORTHEAST CORNER OF THE
 AH1118'YARD, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 12 FEET EAST OF
 AH1118'THE CENTERLINE OF THE DRIVEWAY.  NOTE-- DISTURBED BY A ROAD GRADER IN
 AH1118'1949.
 AH1118
 AH1118                          STATION RECOVERY (1951)
 AH1118
 AH1118'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 AH1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3075 ***********************************************************************
 CS3075  DESIGNATION -  BLANTON
 CS3075  PID         -  CS3075
 CS3075  STATE/COUNTY-  TX/HILL
 CS3075  USGS QUAD   -  BLANTON (1976)
 CS3075
 CS3075                         *CURRENT SURVEY CONTROL
 CS3075  ___________________________________________________________________
 CS3075* NAD 83(1993)-  32 06 24.13894(N)    097 19 00.92853(W)     ADJUSTED  
 CS3075* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 CS3075  ___________________________________________________________________
 CS3075  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 CS3075  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CS3075
 CS3075  HORZ ORDER  -  SECOND
 CS3075
 CS3075.The horizontal coordinates were established by classical geodetic methods
 CS3075.and adjusted by the National Geodetic Survey in February 1996..
 CS3075
 CS3075.The orthometric height was scaled from a topographic map.
 CS3075
 CS3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3075
 CS3075.The geoid height was determined by GEOID03.
 CS3075
 CS3075;                    North         East     Units Scale Factor Converg.
 CS3075;SPC TXNC     - 2,049,426.251   711,661.325   MT  1.00000748   +0 38 42.9
 CS3075;SPC TXNC     - 6,723,825.96  2,334,842.20   sFT  1.00000748   +0 38 42.9
 CS3075;SPC TX C     - 3,274,370.055   984,683.716   MT  1.00006765   +1 33 13.1
 CS3075;SPC TX C     -10,742,662.42  3,230,583.16   sFT  1.00006765   +1 33 13.1
 CS3075;UTM  14      - 3,553,503.154   658,801.092   MT  0.99991100   +0 53 41.1
 CS3075
 CS3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3075!SPC TXNC     -   0.99996568  x   1.00000748  =   0.99997316
 CS3075!SPC TX C     -   0.99996568  x   1.00006765  =   1.00003333
 CS3075!UTM  14      -   0.99996568  x   0.99991100  =   0.99987668
 CS3075
 CS3075|---------------------------------------------------------------------|
 CS3075| PID    Reference Object                     Distance      Geod. Az  |
 CS3075|                                                           dddmmss.s |
 CS3075| CX9753 BLANTON RM 1                         21.738 METERS 13942     |
 CS3075| CS3076 WACO FORT WORTH AIRWAY BCN 47       APPROX. 9.1 KM 1440114.7 |
 CS3075| CX9754 BLANTON RM 2                         37.500 METERS 23057     |
 CS3075| CX9751 BLANTON AZ MK                                      2381549.5 |
 CS3075|---------------------------------------------------------------------|
 CS3075
 CS3075                          SUPERSEDED SURVEY CONTROL
 CS3075
 CS3075  NAD 83(1986)-  32 06 24.14557(N)    097 19 00.90789(W) AD(       ) 2
 CS3075  NAD 27      -  32 06 23.60000(N)    097 18 59.85700(W) AD(       ) 2
 CS3075
 CS3075.Superseded values are not recommended for survey control.
 CS3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3075.See file dsdata.txt to determine how the superseded data were derived.
 CS3075
 CS3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5880153503(NAD 83)
 CS3075_MARKER: DS = TRIANGULATION STATION DISK
 CS3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3075
 CS3075  HISTORY     - Date     Condition        Report By
 CS3075  HISTORY     - 1948     MONUMENTED       CGS
 CS3075  HISTORY     - 1954     GOOD             CGS
 CS3075  HISTORY     - 19990222 GOOD             USPSQD
 CS3075  HISTORY     - 20031011 GOOD             USPSQD
 CS3075
 CS3075                          STATION DESCRIPTION
 CS3075
 CS3075'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3075'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHWEST OF COVINGTON,
 CS3075'5.5 MILES SOUTHEAST OF BLUM ON LAND OWNED BY THE CHURCH
 CS3075'OF CHRIST.  IT IS 68 FEET WEST OF THE SOUTHWEST CORNER OF
 CS3075'THE CHURCH, 47 FEET NORTH OF THE CENTERLINE OF THE ROAD
 CS3075'AND 24 FEET NORTH-NORTHWEST OF A WITNESS POST.  THE MARK
 CS3075'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BLANTON
 CS3075'1948.
 CS3075'
 CS3075'REFERENCE MARK NO. 1 71.32 FEET SOUTH OF THE STATION, 25
 CS3075'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET WEST
 CS3075'OF A CORNER POST AND 1 FOOT NORTH OF THE FENCE.  THE MARK
 CS3075'PROJECTS 6 INCHES AND THE DISK IS STAMPED BLANTON NO 1 1948.
 CS3075'
 CS3075'REFERENCE MARK NO. 2 123.03 FEET WEST OF THE STATION, 26
 CS3075'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 2 FEET EAST
 CS3075'OF A FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK
 CS3075'IS STAMPED BLANTON NO 2 1948.
 CS3075'
 CS3075'AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 20 FEET
 CS3075'SOUTH OF THE CENTERLINE OF THE ROAD, 6.4 FEET EAST OF A
 CS3075'WITNESS POST AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS
 CS3075'3 INCHES AND THE DISK IS STAMPED BLANTON 1948.
 CS3075'
 CS3075'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 171 AND
 CS3075'FARM ROAD 67 IN COVINGTON, GO SOUTHWEST ON FARM ROAD 67
 CS3075'FOR 8.45 MILES TO T ROAD INTERSECTION WHERE FARM ROAD TURNS
 CS3075'RIGHT, TURN LEFT ON GRADED ROAD FOR 3.15 MILES TO CROSSROADS,
 CS3075'TURN LEFT FOR 1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 CS3075'CONTINUE ON FOR 0.5 MILE TO T ROAD INTERSECTION AND THE
 CS3075'STATION AS DESCRIBED.
 CS3075'
 CS3075'A 74 FOOT SIGNAL AT BLUM 1944 IS VISIBLE AT 37 FEET.
 CS3075'
 CS3075'A 37 FOOT SIGNAL AT RIO 1944 IS VISIBLE AT 37 FEET.
 CS3075'
 CS3075'AN 87 FOOT SIGNAL AT PARKER IS VISIBLE AT 37 FEET.
 CS3075'
 CS3075'A 74 FOOT SIGNAL AT COVINGTON IS VISIBLE AT 37 FEET.
 CS3075'
 CS3075'A 74 FOOT SIGNAL AT OSCEOLA IS VISIBLE AT 37 FEET.
 CS3075'
 CS3075'A 100 FOOT SIGNAL AT MAYFIELD IS VISIBLE FROM THE GROUND.
 CS3075'
 CS3075'A 100 FOOT SIGNAL AT PEORIA IS VISIBLE AT 37 FEET.
 CS3075'
 CS3075'A 74 FOOT SIGNAL AT LACE 1944 IS VISIBLE FROM THE GROUND.
 CS3075'
 CS3075'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS3075
 CS3075                          STATION RECOVERY (1954)
 CS3075
 CS3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS3075'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE
 CS3075'REFERENCE MARKS AND THE AZIMUTH MARK WERE DESTROYED TO CLEAR
 CS3075'NEW HIGHWAY CONSTRUCTION AREAS.
 CS3075'
 CS3075'NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE SET IN 1954.
 CS3075'
 CS3075'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLANTON 1948
 CS3075'1954 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT
 CS3075'4 INCHES.  IT IS EXACTLY IN THE LINE OF THE ORIGINAL AZIMUTH
 CS3075'MARK AND IS ABOUT 0.1 MILE FARTHER FROM THE STATION.  IT
 CS3075'IS 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND ALONG
 CS3075'THE EDGE OF A FIELD ABOUT 0.1 MILE WEST OF A FARM ENTRANCE
 CS3075'ROAD.  IT IS 0.6 MILE WEST OF THE STATION ALONG F.M. 1948.
 CS3075'
 CS3075'REFERENCE NO. 3 IS A STANDARD DISK STAMPED BLANTON
 CS3075'1948 1954 NO. 3, NORTH OF THE STATION, IN A CONCRETE MONUMENT,
 CS3075'FLUSH WITH THE GROUND, 3 FEET EAST OF AN OAK TREE, 57.4
 CS3075'FEET AND 17.5 METERS.
 CS3075'
 CS3075'REFERENCE NO. 4 IS A STANDARD DISK STAMPED BLANTON 1948
 CS3075'1954 NO. 4, WEST OF THE STATION, IN BEDROCK.  IT IS ABOUT
 CS3075'4 FEET SOUTH OF THE NORTH RIGHT-OF-WAY LINE AND 30 FEET
 CS3075'EAST OF THE SOUTHEAST CORNER OF THE CEMETERY 88.96 FEET
 CS3075'AND 27.115 METERS FROM THE STATION.
 CS3075'
 CS3075'THE STATION 8 FEET NORTH OF THE NORTH RIGHT-OF-WAY LINE
 CS3075'OF THE ROAD AND IS ABOUT 1 INCH BELOW THE SURFACE.
 CS3075'
 CS3075'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CS3075'171 AND F.M. 67 IN COVINGTON, GO SOUTHWEST OF F.M. 67 8.45
 CS3075'MILES TO A T ROAD INTERSECTION WHERE 67 TURNS RIGHT.  TURN
 CS3075'LEFT HERE AND GO 3.15 MILES ON A GRADED ROAD TO A CROSSROADS
 CS3075'THEN TURN LEFT ON FM 1948 AND GO 1.7 MILES TO THE AZIMUTH
 CS3075'MARK ON THE RIGHT, CONTINUE 0.6 MILE TO THE TOP OF THE HILL
 CS3075'AT A T AND THE STATION ON THE LEFT IN THE OLD CHURCH YARD.
 CS3075
 CS3075                          STATION RECOVERY (1999)
 CS3075
 CS3075'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3075'RECOVERED IN GOOD CONDITION.
 CS3075
 CS3075                          STATION RECOVERY (2003)
 CS3075
 CS3075'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS3075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0754 ***********************************************************************
 DQ0754  DESIGNATION -  BLEDSOE
 DQ0754  PID         -  DQ0754
 DQ0754  STATE/COUNTY-  TX/COCHRAN
 DQ0754  USGS QUAD   -  BLEDSOE NE (1970)
 DQ0754
 DQ0754                         *CURRENT SURVEY CONTROL
 DQ0754  ___________________________________________________________________
 DQ0754* NAD 83(1993)-  33 38 08.92978(N)    103 02 54.62626(W)     ADJUSTED  
 DQ0754* NAVD 88     -      1218.5    (meters)    3998.     (feet)  VERTCON   
 DQ0754  ___________________________________________________________________
 DQ0754  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 DQ0754  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 DQ0754
 DQ0754  HORZ ORDER  -  FIRST
 DQ0754
 DQ0754.The horizontal coordinates were established by classical geodetic methods
 DQ0754.and adjusted by the National Geodetic Survey in February 1996..
 DQ0754
 DQ0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0754
 DQ0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0754
 DQ0754.The geoid height was determined by GEOID03.
 DQ0754
 DQ0754;                    North         East     Units Scale Factor Converg.
 DQ0754;SPC TXNC     - 2,227,496.714   178,166.049   MT  0.99992447   -2 28 50.6
 DQ0754;SPC TXNC     - 7,308,045.47    584,533.11   sFT  0.99992447   -2 28 50.6
 DQ0754;SPC NM E     -   293,005.692   284,195.583   MT  1.00008419   +0 42 42.4
 DQ0754;SPC NM E     -   961,302.84    932,398.34   sFT  1.00008419   +0 42 42.4
 DQ0754;UTM  13      - 3,723,484.678   680,995.186   MT  1.00000388   +1 04 52.5
 DQ0754
 DQ0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0754!SPC TXNC     -   0.99981232  x   0.99992447  =   0.99973680
 DQ0754!SPC NM E     -   0.99981232  x   1.00008419  =   0.99989649
 DQ0754!UTM  13      -   0.99981232  x   1.00000388  =   0.99981620
 DQ0754
 DQ0754:                Primary Azimuth Mark                     Grid Az
 DQ0754:SPC TXNC     -  BLEDSOE HIGH SCHOOL STACK                133 09 19.4
 DQ0754:SPC NM E     -  BLEDSOE HIGH SCHOOL STACK                129 57 46.4
 DQ0754:UTM  13      -  BLEDSOE HIGH SCHOOL STACK                129 35 36.3
 DQ0754
 DQ0754|---------------------------------------------------------------------|
 DQ0754| PID    Reference Object                     Distance      Geod. Az  |
 DQ0754|                                                           dddmmss.s |
 DQ0754| DQ0755 BLEDSOE HIGH SCHOOL STACK           APPROX. 3.2 KM 1304028.8 |
 DQ0754| CJ6665 BLEDSOE RM 1                                       18136     |
 DQ0754| CJ6666 BLEDSOE RM 2                                       24856     |
 DQ0754| CJ6664 BLEDSOE AZ MK                                      2685253.4 |
 DQ0754|---------------------------------------------------------------------|
 DQ0754
 DQ0754                          SUPERSEDED SURVEY CONTROL
 DQ0754
 DQ0754  NAD 83(1993)-  33 38 08.93086(N)    103 02 54.62638(W) AD(       ) 1
 DQ0754  NAD 83(1986)-  33 38 08.93471(N)    103 02 54.62451(W) AD(       ) 1
 DQ0754  NAD 27      -  33 38 08.57100(N)    103 02 52.83400(W) AD(       ) 1
 DQ0754  NGVD 29 (07/19/86) 1218.0    (m)         3996.     (f) VERT ANG       
 DQ0754
 DQ0754.Superseded values are not recommended for survey control.
 DQ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0754.See file dsdata.txt to determine how the superseded data were derived.
 DQ0754
 DQ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT8099523485(NAD 83)
 DQ0754_MARKER: DS = TRIANGULATION STATION DISK
 DQ0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0754
 DQ0754  HISTORY     - Date     Condition        Report By
 DQ0754  HISTORY     - 1934     MONUMENTED       CGS
 DQ0754  HISTORY     - 1938     GOOD             CGS
 DQ0754  HISTORY     - 1954     POOR             LOCSUR
 DQ0754  HISTORY     - 1970     SEE DESCRIPTION  USGS
 DQ0754  HISTORY     - 1978     GOOD             DMA
 DQ0754
 DQ0754                          STATION DESCRIPTION
 DQ0754
 DQ0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0754'ABOUT 2 MILES NORTHWEST OF BLEDSOE, TEX., IN A SMALL GROUP
 DQ0754'OF SAND HILLS, 1.0 MILE NORTH OF THE RAILROAD TRACKS, 0.2
 DQ0754'MILE EAST OF THE NEW MEXICO-TEXAS BOUNDARY LINE, IN AN
 DQ0754'UNFENCED AREA IN SECTION 1, BLOCK Y, 0.4 MILE SOUTH OF AN
 DQ0754'EAST-WEST FENCE.  TO REACH FROM BLEDSOE, GO NORTH FROM THE
 DQ0754'RAILROAD CROSSING 1 BLOCK WEST OF THE DEPOT ON THE GRADED
 DQ0754'ROAD 1.2 MILES, LEAVE THE MAIN ROAD AND GO WEST ON A TRACK
 DQ0754'ROAD 1.0 MILE, CONTINUE STRAIGHT AHEAD (WEST) ALONG THE
 DQ0754'SOUTH SIDE OF THE FENCE 0.1 MILE, LEAVE THE FENCE AND GO
 DQ0754'SOUTHWEST ACROSS COUNTRY 0.6 MILE TO SOME SMALL SAND HILLS
 DQ0754'AND THE STATION.  THE SURFACE, UNDERGROUND, REFERENCE, AND
 DQ0754'AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DQ0754'REFERENCE MARK NO. 1 IS ON THE
 DQ0754'SOUTH SLOPE OF THE SAME KNOLL, AND IS 138.41 FEET (SLOPE
 DQ0754'DISTANCE) FROM STATION  S 01 DEG 36 MIN W, AND NO. 2 IS
 DQ0754'112.85 FEET FROM STATION S 68 DEG 56 MIN W.  THE
 DQ0754'AZIMUTH MARK IS ON THE NEW MEXICO-TEXAS BOUNDARY LINE, 1
 DQ0754'FOOT EAST OF THE FENCE LINE, 0.4 MILE SOUTH OF A FENCE
 DQ0754'INTERSECTION, AND 0.2 MILE FROM STATION S 88 DEG 53 MIN W.
 DQ0754
 DQ0754                          STATION RECOVERY (1954)
 DQ0754
 DQ0754'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1954 (KDB)
 DQ0754'REPORT FROM K.D. BOATMAN, SURVEYOR, BOX 424, LOVINGTON, NEW
 DQ0754'MEXICO--
 DQ0754'
 DQ0754'IT IS HARD TO FIND THIS STATION BY THE DIRECTIONS GIVEN.
 DQ0754'THE BEST WAY TO GET TO IT IS TO GO W FROM BLEDSOE ON A DIRT
 DQ0754'ROAD UNTIL YOU COME TO A T IN THE ROAD.  GO N UNTIL THE ROAD
 DQ0754'MAKES A 90 DEG TURN TO THE W.  CONTINUE ON N ALONG THE E SIDE
 DQ0754'OF A N-S FENCE FOR ABOUT 2200 FT.  HERE THE AZIMUTH MARK IS
 DQ0754'LOCATED.  THE STATION IS ABOUT 900 FT. TOWARDS A GATE YOU CAN
 DQ0754'SEE TO THE E JUST ACROSS A N-S FENCE.  STATION IS ABOUT 2 MI.
 DQ0754'NW OF BLEDSOE.  MARK IS LYING OVER.
 DQ0754
 DQ0754                          STATION RECOVERY (1970)
 DQ0754
 DQ0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DQ0754'BLEDSOE, JCT. STATE 125 AND F.M. 595 AND 2182.  GO WEST ON
 DQ0754'2182 FOR 2.3 MI.  TURN RIGHT, NORTH AND PROCEED 0.5 MI. ALONG
 DQ0754'EAST SIDE OF FENCE.  JUST NORTH OF GATE ON LEFT, TURN RIGHT AND
 DQ0754'GO 0.2 MI. CROSS COUNTRY TO VISIBLE GATE.  ABOUT 80 FEET NORTH
 DQ0754'AND 40 FEET EAST OF GATE.  THE STATION MARK WAS OUT OF
 DQ0754'GROUND IN BLOW AREA.  UNDERGROUND MARK WAS RECOVERED AND
 DQ0754'STATION MARK RESET OVER IT.  REF. MK. 1 FOUND SLIGHTLY
 DQ0754'UNDERGROUND IN GOOD CONDITION, REF MK. 2 IS EXPOSED ON SW SIDE,
 DQ0754'FLUSH WITH GROUND ON OPPOSITE SIDE, AZI. MK NOT SEARCHED FOR.
 DQ0754'
 DQ0754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BLEDSOE
 DQ0754'ABOUT 2-1/2 MI NW
 DQ0754
 DQ0754                          STATION RECOVERY (1978)
 DQ0754
 DQ0754'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (P)
 DQ0754'BLEDSOE RECOVERED GOOD.
 DQ0754'
 DQ0754'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 M. NW OF BLEDSOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0755 ***********************************************************************
 DQ0755  DESIGNATION -  BLEDSOE HIGH SCHOOL STACK
 DQ0755  PID         -  DQ0755
 DQ0755  STATE/COUNTY-  TX/COCHRAN
 DQ0755  USGS QUAD   -  BLEDSOE (1984)
 DQ0755
 DQ0755                         *CURRENT SURVEY CONTROL
 DQ0755  ___________________________________________________________________
 DQ0755* NAD 83(1993)-  33 37 00.53591(N)    103 01 19.51533(W)     ADJUSTED  
 DQ0755* NAVD 88     -                                                        
 DQ0755  ___________________________________________________________________
 DQ0755  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 DQ0755  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 DQ0755
 DQ0755  HORZ ORDER  -  THIRD
 DQ0755
 DQ0755.The horizontal coordinates were established by classical geodetic methods
 DQ0755.and adjusted by the National Geodetic Survey in February 1996..
 DQ0755
 DQ0755
 DQ0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0755
 DQ0755.The geoid height was determined by GEOID03.
 DQ0755
 DQ0755;                    North         East     Units Scale Factor Converg.
 DQ0755;SPC TXNC     - 2,225,285.842   180,524.055   MT  0.99992115   -2 27 58.8
 DQ0755;SPC TXNC     - 7,300,791.97    592,269.34   sFT  0.99992115   -2 27 58.8
 DQ0755;SPC NM E     -   290,929.225   286,673.461   MT  1.00009155   +0 43 33.8
 DQ0755;SPC NM E     -   954,490.30    940,527.85   sFT  1.00009155   +0 43 33.8
 DQ0755;UTM  13      - 3,721,424.391   683,486.204   MT  1.00001507   +1 05 43.3
 DQ0755
 DQ0755                          SUPERSEDED SURVEY CONTROL
 DQ0755
 DQ0755  NAD 83(1993)-  33 37 00.53706(N)    103 01 19.51549(W) AD(       ) 4
 DQ0755  NAD 83(1986)-  33 37 00.54114(N)    103 01 19.51276(W) AD(       ) 4
 DQ0755  NAD 27      -  33 37 00.18000(N)    103 01 17.72600(W) AD(       ) 3
 DQ0755
 DQ0755.Superseded values are not recommended for survey control.
 DQ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0755.See file dsdata.txt to determine how the superseded data were derived.
 DQ0755
 DQ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT8348621424(NAD 83)
 DQ0755_MARKER: 63 = STACK
 DQ0755
 DQ0755  HISTORY     - Date     Condition        Report By
 DQ0755  HISTORY     - 1934     FIRST OBSERVED   CGS
 DQ0755
 DQ0755                          STATION DESCRIPTION
 DQ0755
 DQ0755'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1412 ***********************************************************************
 DN1412  DESIGNATION -  BLEVINS
 DN1412  PID         -  DN1412
 DN1412  STATE/COUNTY-  TX/MONTAGUE
 DN1412  USGS QUAD   -  RINGGOLD (1968)
 DN1412
 DN1412                         *CURRENT SURVEY CONTROL
 DN1412  ___________________________________________________________________
 DN1412* NAD 83(1993)-  33 49 53.16633(N)    097 54 42.31244(W)     ADJUSTED  
 DN1412* NAVD 88     -       277.1    (meters)     909.     (feet)  VERTCON   
 DN1412  ___________________________________________________________________
 DN1412  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 DN1412  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DN1412
 DN1412  HORZ ORDER  -  FIRST
 DN1412
 DN1412.The horizontal coordinates were established by classical geodetic methods
 DN1412.and adjusted by the National Geodetic Survey in February 1996..
 DN1412
 DN1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1412
 DN1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1412
 DN1412.The geoid height was determined by GEOID03.
 DN1412
 DN1412;                    North         East     Units Scale Factor Converg.
 DN1412;SPC TXNC     - 2,240,212.298   654,449.955   MT  0.99996508   +0 19 15.0
 DN1412;SPC TXNC     - 7,349,763.18  2,147,141.23   sFT  0.99996508   +0 19 15.0
 DN1412;SPC OK S     -    55,255.467   608,168.882   MT  1.00002159   +0 03 00.3
 DN1412;SPC OK S     -   181,283.98  1,995,300.74   sFT  1.00002159   +0 03 00.3
 DN1412;UTM  14      - 3,743,998.550   600,697.602   MT  0.99972500   +0 36 21.4
 DN1412
 DN1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1412!SPC TXNC     -   0.99996069  x   0.99996508  =   0.99992577
 DN1412!SPC OK S     -   0.99996069  x   1.00002159  =   0.99998228
 DN1412!UTM  14      -   0.99996069  x   0.99972500  =   0.99968570
 DN1412
 DN1412|---------------------------------------------------------------------|
 DN1412| PID    Reference Object                     Distance      Geod. Az  |
 DN1412|                                                           dddmmss.s |
 DN1412| CX9758 BLEVINS RM 1                         17.987 METERS 02653     |
 DN1412| CX9757 BLEVINS AZ MK                                      2271801.7 |
 DN1412| CX9759 BLEVINS RM 2                         18.885 METERS 25124     |
 DN1412|---------------------------------------------------------------------|
 DN1412
 DN1412                          SUPERSEDED SURVEY CONTROL
 DN1412
 DN1412  NAD 83(1993)-  33 49 53.16686(N)    097 54 42.31158(W) AD(       ) 1
 DN1412  NAD 83(1986)-  33 49 53.16951(N)    097 54 42.30019(W) AD(       ) 1
 DN1412  NAD 27      -  33 49 52.80907(N)    097 54 41.17280(W) AD(       ) 1
 DN1412  NGVD 29 (07/19/86)  277.0    (m)          909.     (f) VERT ANG       
 DN1412
 DN1412.Superseded values are not recommended for survey control.
 DN1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1412.See file dsdata.txt to determine how the superseded data were derived.
 DN1412
 DN1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0069843999(NAD 83)
 DN1412_MARKER: DS = TRIANGULATION STATION DISK
 DN1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1412_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1412
 DN1412  HISTORY     - Date     Condition        Report By
 DN1412  HISTORY     - 1967     MONUMENTED       CGS
 DN1412  HISTORY     - 19961116 GOOD             USPSQD
 DN1412
 DN1412                          STATION DESCRIPTION
 DN1412
 DN1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DN1412'STATION IS LOCATED ON THE HIGHEST POINT OF A LOW BALD HILL ABOUT
 DN1412'1-3/4 MILES EAST-NORTHEAST OF RINGGOLD, 3 MILES SOUTH OF RED
 DN1412'RIVER AND ON PROPERTY OWNED BY MR. J.R. BLEVINS.
 DN1412'
 DN1412'STATION IS REACHED FROM THE JUNCTION AND OVERPASS OF
 DN1412'U.S. HIGHWAYS 81 AND 82 IN THE EAST EDGE OF RINGGOLD.  GO EAST
 DN1412'ON U.S. HIGHWAY 82 FOR 0.95 MILE TO A FORK WHERE HIGHWAY 82 BEARS
 DN1412'RIGHT AND A DIRT ROAD STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD
 DN1412'ON THE DIRT ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN LEFT
 DN1412'AND GO NORTH ON THE DIRT ROAD FOR 0.6 MILE TO A SIDE ROAD LEFT
 DN1412'AND THE AZIMUTH MARK LOCATED ON THE BANK OF THE NORTHWEST
 DN1412'CORNER OF THE INTERSECTION, CONTINUE NORTH ON THE DIRT ROAD FOR
 DN1412'0.45 MILE TO A FORK.  KEEP THE RIGHT FORK AND GO EAST ON THE
 DN1412'DIRT ROAD FOR 0.4 MILE TO WHERE THE MAIN ROAD TURNS LEFT
 DN1412'AND A METAL GATE STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD
 DN1412'THROUGH THE METAL GATE THEN IMMEDIATELY TURN RIGHT THROUGH A
 DN1412'SECOND METAL GATE AND CONTINUE SOUTHWEST ON A DIRT ROAD FOR
 DN1412'0.2 MILE TO THE STATION ON THE RIGHT, JUST BEFORE
 DN1412'REACHING TWO OIL STORAGE TANKS.
 DN1412'
 DN1412'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED BLEVINS
 DN1412'1967, SET IN TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS
 DN1412'ABOUT 1 INCH ABOVE THE GROUND SURFACE.  THE MARK IS LOCATED
 DN1412'12.4 FEET EAST-SOUTHEAST OF A STANDARD METAL WITNESS POST AND
 DN1412'MARKER AND 54.8 FEET NORTH OF THE APPROXIMATE CENTER OF A TRACK
 DN1412'ROAD.
 DN1412'
 DN1412'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLEVINS NO 1 1967,
 DN1412'SET IN TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS ABOUT
 DN1412'2 INCHES ABOVE THE GROUND SURFACE.  THE MARK IS LOCATED 60.6
 DN1412'FEET NORTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 66.6
 DN1412'FEET EAST-NORTHEAST OF A STANDARD METAL WITNESS POST AND MARKER
 DN1412'AND ABOUT THE SAME ELEVATION AS THE STATION.
 DN1412'
 DN1412'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLEVINS NO 2 1967,
 DN1412'SET IN TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 2
 DN1412'INCHES ABOVE THE GROUND SURFACE.  THE MARK IS LOCATED 42.8 FEET
 DN1412'NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER, 116.5
 DN1412'FEET NORTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND ABOUT
 DN1412'THE SAME ELEVATION AS THE STATION.
 DN1412'
 DN1412'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLEVINS 1967, SET
 DN1412'IN TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS ABOUT 3
 DN1412'INCHES ABOVE THE GROUND SURFACE.  THE MARK IS LOCATED 2.6 FEET
 DN1412'NORTH OF A STANDARD METAL WITNESS POST AND MARKER, 43 FEET
 DN1412'NORTHWEST OF THE APPROXIMATE CENTER OF THE DIRT ROAD INTERSECTION
 DN1412'AND IS ABOUT 4 FEET HIGHER THAN THE DIRT ROAD.
 DN1412'
 DN1412'HEIGHT OF LIGHT ABOVE STATION MARK 14.5 METERS.
 DN1412
 DN1412                          STATION RECOVERY (1996)
 DN1412
 DN1412'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1413 ***********************************************************************
 DN1413  DESIGNATION -  BLEVINS RM A 1967
 DN1413  PID         -  DN1413
 DN1413  STATE/COUNTY-  TX/MONTAGUE
 DN1413  USGS QUAD   -  RINGGOLD (1968)
 DN1413
 DN1413                         *CURRENT SURVEY CONTROL
 DN1413  ___________________________________________________________________
 DN1413* NAD 83(1993)-  33 49 53.40982(N)    097 54 43.23645(W)     ADJUSTED  
 DN1413* NAVD 88     -       276.9    (meters)     908.     (feet)  VERTCON   
 DN1413  ___________________________________________________________________
 DN1413  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 DN1413  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DN1413
 DN1413  HORZ ORDER  -  FIRST
 DN1413
 DN1413.The horizontal coordinates were established by classical geodetic methods
 DN1413.and adjusted by the National Geodetic Survey in February 1996..
 DN1413
 DN1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1413
 DN1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1413
 DN1413.The geoid height was determined by GEOID03.
 DN1413
 DN1413;                    North         East     Units Scale Factor Converg.
 DN1413;SPC TXNC     - 2,240,219.666   654,426.155   MT  0.99996510   +0 19 14.5
 DN1413;SPC TXNC     - 7,349,787.35  2,147,063.14   sFT  0.99996510   +0 19 14.5
 DN1413;SPC OK S     -    55,262.949   608,145.116   MT  1.00002158   +0 02 59.8
 DN1413;SPC OK S     -   181,308.53  1,995,222.77   sFT  1.00002158   +0 02 59.8
 DN1413;UTM  14      - 3,744,005.799   600,673.772   MT  0.99972494   +0 36 20.9
 DN1413
 DN1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1413!SPC TXNC     -   0.99996072  x   0.99996510  =   0.99992582
 DN1413!SPC OK S     -   0.99996072  x   1.00002158  =   0.99998230
 DN1413!UTM  14      -   0.99996072  x   0.99972494  =   0.99968567
 DN1413
 DN1413|---------------------------------------------------------------------|
 DN1413| PID    Reference Object                     Distance      Geod. Az  |
 DN1413|                                                           dddmmss.s |
 DN1413| DN1412 BLEVINS                              24.915 METERS 10731     |
 DN1413| DN1414 TERRAL MUNICIPAL TANK               APPROX. 7.7 KM 3423303.7 |
 DN1413| DN1416 EDWARDS                             APPROX.16.1 KM 3554346.6 |
 DN1413|---------------------------------------------------------------------|
 DN1413
 DN1413                          SUPERSEDED SURVEY CONTROL
 DN1413
 DN1413  NAD 83(1993)-  33 49 53.41035(N)    097 54 43.23559(W) AD(       ) 1
 DN1413  NAD 83(1986)-  33 49 53.41314(N)    097 54 43.22476(W) AD(       ) 1
 DN1413  NAD 27      -  33 49 53.05256(N)    097 54 42.09678(W) AD(       ) 1
 DN1413  NGVD 29 (07/19/86)  276.8    (m)          908.     (f) VERT ANG       
 DN1413
 DN1413.Superseded values are not recommended for survey control.
 DN1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1413.See file dsdata.txt to determine how the superseded data were derived.
 DN1413
 DN1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0067444006(NAD 83)
 DN1413_MARKER: DS = TRIANGULATION STATION DISK
 DN1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1413+STABILITY: SURFACE MOTION
 DN1413
 DN1413  HISTORY     - Date     Condition        Report By
 DN1413  HISTORY     - 1967     MONUMENTED       CGS
 DN1413  HISTORY     - 19961116 GOOD             USPSQD
 DN1413
 DN1413                          STATION DESCRIPTION
 DN1413
 DN1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DN1413'THE STATION IS LOCATED ON THE SAME PROPERTY AND NEAR THE SAME
 DN1413'LOCATION AS TRIANGULATION STATION BLEVINS.
 DN1413'
 DN1413'THE STATION IS A STANDARD TRIANGULATION STATION MARK DISK, SET
 DN1413'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 DN1413'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 92.5 FEET
 DN1413'NORTH OF THE CENTER OF A TRACK ROAD.
 DN1413'
 DN1413'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLEVINS,
 DN1413'DISTANCE BEING 24.915 METERS OR 81.74 FEET.
 DN1413
 DN1413                          STATION RECOVERY (1996)
 DN1413
 DN1413'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0566 ***********************************************************************
 CE0566  DESIGNATION -  BLISS
 CE0566  PID         -  CE0566
 CE0566  STATE/COUNTY-  TX/EL PASO
 CE0566  USGS QUAD   -  EL PASO (1997)
 CE0566
 CE0566                         *CURRENT SURVEY CONTROL
 CE0566  ___________________________________________________________________
 CE0566* NAD 83(1993)-  31 48 32.63881(N)    106 25 16.14425(W)     ADJUSTED  
 CE0566* NAVD 88     -      1185.     (meters)    3888.     (feet)  SCALED    
 CE0566  ___________________________________________________________________
 CE0566  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CE0566  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0566
 CE0566  HORZ ORDER  -  SECOND
 CE0566
 CE0566.The horizontal coordinates were established by classical geodetic methods
 CE0566.and adjusted by the National Geodetic Survey in February 1996..
 CE0566
 CE0566.The orthometric height was scaled from a topographic map.
 CE0566
 CE0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0566
 CE0566.The geoid height was determined by GEOID03.
 CE0566
 CE0566;                    North         East     Units Scale Factor Converg.
 CE0566;SPC TX C     - 3,253,274.481   123,852.772   MT  0.99998089   -3 08 08.1
 CE0566;SPC TX C     -10,673,451.36    406,340.30   sFT  0.99998089   -3 08 08.1
 CE0566;UTM  13      - 3,520,151.905   365,481.071   MT  0.99982317   -0 44 57.1
 CE0566
 CE0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0566!SPC TX C     -   0.99981782  x   0.99998089  =   0.99979872
 CE0566!UTM  13      -   0.99981782  x   0.99982317  =   0.99964102
 CE0566
 CE0566:                Primary Azimuth Mark                     Grid Az
 CE0566:SPC TX C     -  EL PASO NAT GAS STA 3 WATER TK           010 44 36.6
 CE0566:UTM  13      -  EL PASO NAT GAS STA 3 WATER TK           008 21 25.6
 CE0566
 CE0566|---------------------------------------------------------------------|
 CE0566| PID    Reference Object                     Distance      Geod. Az  |
 CE0566|                                                           dddmmss.s |
 CE0566| CE0547 EL PASO NAT GAS STA 3 WATER TK      APPROX. 5.9 KM 0073628.5 |
 CE0566| CE0519 RIO VALLEY HOG RANCH TALLER TK      APPROX.15.7 KM 0193932.7 |
 CE0566| CE0571 EL PASO FT BLISS STA HOSP STK       APPROX. 2.0 KM 0305105.0 |
 CE0566| CC6116 BLISS RM 2                           23.924 METERS 09006     |
 CE0566| CE0543 EL PASO MUN APT CONTROL TOWER       APPROX. 2.6 KM 1134037.0 |
 CE0566| CE0555 EL PASE FORT BLISS NEW SECTION TANK APPROX. 1.1 KM 2282824.6 |
 CE0566| CE0578 EL PASO FORT BLISS OLD SECTION TANK APPROX. 1.3 KM 2733946.0 |
 CE0566| CE0572 FT BLISS CH SPIRE CEN OF 5          APPROX. 4.5 KM 3260913.4 |
 CE0566| CE0568 FT BLISS CH SPIRE 2ND N OF 5        APPROX. 4.8 KM 3281312.8 |
 CE0566| CC6114 BLISS AZ MK                                        3555018.7 |
 CE0566| CC6115 BLISS RM 1                           19.685 METERS 35903     |
 CE0566|---------------------------------------------------------------------|
 CE0566
 CE0566                          SUPERSEDED SURVEY CONTROL
 CE0566
 CE0566  NAD 83(1993)-  31 48 32.64024(N)    106 25 16.14325(W) AD(       ) 2
 CE0566  NAD 83(1986)-  31 48 32.64233(N)    106 25 16.14275(W) AD(       ) 2
 CE0566  NAD 27      -  31 48 32.25100(N)    106 25 14.19300(W) AD(       ) 2
 CE0566
 CE0566.Superseded values are not recommended for survey control.
 CE0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0566.See file dsdata.txt to determine how the superseded data were derived.
 CE0566
 CE0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6548120152(NAD 83)
 CE0566_MARKER: DD = SURVEY DISK
 CE0566_SETTING: 0 = UNSPECIFIED SETTING
 CE0566
 CE0566  HISTORY     - Date     Condition        Report By
 CE0566  HISTORY     - 1943     MONUMENTED       CGS
 CE0566  HISTORY     - 1949     GOOD             CGS
 CE0566  HISTORY     - 1954     GOOD             AMS
 CE0566  HISTORY     - 1955     POOR             CGS
 CE0566  HISTORY     - 1958     GOOD             CGS
 CE0566  HISTORY     - 1962     MARK NOT FOUND   CGS
 CE0566
 CE0566                          STATION DESCRIPTION
 CE0566
 CE0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0566'STATION IS LOCATED ABOUT 4 MILES E AND 3-1/2 MILES N OF THE
 CE0566'CENTER OF EL PASO ON THE GROUNDS OF THE U.S. ARMY POST, FORT
 CE0566'BLISS.
 CE0566'
 CE0566'THE STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF
 CE0566'A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 CE0566'IT IS STAMPED BLISS 1943.
 CE0566'
 CE0566'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 CE0566'A CONCRETE POST, FLUSH WITH GROUND.  IT IS STAMPED BLISS NO
 CE0566'1 1943.
 CE0566'
 CE0566'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CE0566'OF A CONCRETE POST, FLUSH WITH GROUND.  IT IS STAMPED BLISS
 CE0566'NO 2 1943.
 CE0566'
 CE0566'AZIMUTH MARK IS ABOUT 0.5 MILE N OF THE STATION AND ABOUT 3
 CE0566'FEET E OF A HEAVY WOVEN WIRE FENCE.  IT IS A BRONZE AZIMUTH
 CE0566'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3
 CE0566'INCHES ABOVE GROUND.  IT IS STAMPED BLISS 1943.
 CE0566'
 CE0566'TO REACH FROM THE INTERSECTION OF NORTH PIEDRAS STREET AND
 CE0566'ALAMEDA AVENUE IN EL PASO, GO N ON U.S. HIGHWAY 54 FOR 4.3
 CE0566'MILES TO CROSSROADS AT NE CORNER OF WILLIAM BEAUMONT MILITARY
 CE0566'HOSPITAL GROUNDS ON THE LEFT AND THE JEEP TAVERN ON THE
 CE0566'RIGHT.  TURN RIGHT AND FOLLOW PAVED ROAD E 1.3 MILES TO
 CE0566'T-INTERSECTION.  TURN RIGHT AND FOLLOW PAVED ROAD S 1.2 MILES TO
 CE0566'WHERE THE PAVED ROAD TURNS RIGHT.  STATION IS ABOUT 22 PACES
 CE0566'E OF THE CENTER LINE OF ROAD AT THIS POINT.
 CE0566'
 CE0566'A 37-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.
 CE0566'
 CE0566'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 CE0566
 CE0566                          STATION RECOVERY (1949)
 CE0566
 CE0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 CE0566'RECOVERED AS DESCRIBED.  STATION NOW FLUSH WITH THE GROUND.
 CE0566'DISK AND CONCRETE SCARRED SOME BY ARMY MECHANIZED EQUIPMENT
 CE0566'BUT DOES NOT APPEAR TO HAVE BEEN DISTURBED.  IT HAS BEEN
 CE0566'PROTECTED FROM FURTHER DAMAGE BY FOUR 8-INCH STEEL PIPES
 CE0566'PROTRUDING ABOUT 2 FEET ABOVE THE GROUND.  THE PIPES ARE SET
 CE0566'IN A SQUARE ABOUT 8 FEET ON A SIDE AND THE STATION IS IN THE
 CE0566'CENTER OF THE SQUARE.
 CE0566'
 CE0566'R.M.S 1 AND 2 RECOVERED AS DESCRIBED.
 CE0566'
 CE0566'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  A QUANTITY OF
 CE0566'SAND HAS DRIFTED ALONG THE FENCE AND THE MARK BURIED.
 CE0566
 CE0566                          STATION RECOVERY (1954)
 CE0566
 CE0566'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0566'THE MARK, A STANDARD DISK, STAMPED BLISS 1943 AND SET IN
 CE0566'THE TOP OF A CONCRETE POST, WAS RECOVERED AS DESCRIBED IN
 CE0566'GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND CHANGES TO
 CE0566'THE ORIGINAL DESCRIPTION--
 CE0566'
 CE0566'JEB STUART ROAD HAS BEEN MOVED E AND PAVED.  THIS WAS DONE
 CE0566'UP TO THE INTERSECTION, BUT THE ROAD S IS STILL AT THE ORIGINAL
 CE0566'POSITION.
 CE0566'
 CE0566'THE STATION IS 26.9 FT. N OF THE CENTERLINE OF CHAFFEE ROAD,
 CE0566'23.9 FT. W OF THE CENTERLINE OF JEB STUART ROAD, 35.6 FT.
 CE0566'NE OF THE CENTERLINE OF THE INTERSECTION, 128 FT. S-SW OF THE
 CE0566'NW EDGE OF THE BLEACHERS, AND 136 FT. W-SW OF THE E END OF
 CE0566'THE BLEACHERS.
 CE0566'
 CE0566'AZIMUTH MARK IS IN VERY POOR CONDITION.  IT CANNOT BE USED AS
 CE0566'AN AZIMUTH ANYMORE.  IT HAS BEEN MOVED SEVERAL FEET FROM ITS
 CE0566'ORIGINAL POSITION AND IS LEANING AT A 45 DEG ANGLE.
 CE0566
 CE0566                          STATION RECOVERY (1955)
 CE0566
 CE0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CE0566'STATION MARK RECOVERED AS DESCRIBED IN 1949, REF. MON. NO. 2
 CE0566'WAS RECOVERED BUT THE DISK HAS BEEN KNOCKED OUT, NO TRACE WAS
 CE0566'FOUND OF R.M. 1 AND AZIMUTH MARK, BELIEVED DESTROYED BY
 CE0566'CONSTRUCTION.
 CE0566
 CE0566                          STATION RECOVERY (1958)
 CE0566
 CE0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CE0566'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 CE0566'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CE0566'WERE NOT LOCATED.  THE CONCRETE POST WAS FOUND FOR REFERENCE
 CE0566'MARK NO. 1.
 CE0566'
 CE0566'THE STATION WAS MOVED AS REQUESTED BY MR. CHARLES S. ROGER, JR.
 CE0566'OF THE U.S. ARMY ENGINEER AND A NEW STATION BLISS 2 WAS
 CE0566'ESTABLISHED BY THIS PARTY.
 CE0566'
 CE0566'THE SURFACE STATION MARK WAS DESTROYED AND IT IS BELIEVED THAT
 CE0566'THE UNDER GROUND MARK WILL NOT BE DESTROYED BY THE WIDENED OF
 CE0566'JEB STUART ROAD.  THE UNDER GROUND MARK COULD BE LOCATED BY
 CE0566'MEASURING FROM BLISS 2 DIRECTLY OVER REFERENCE MARK NO. 3 FOR
 CE0566'111.858 FEET.
 CE0566
 CE0566                          STATION RECOVERY (1962)
 CE0566
 CE0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 CE0566'STATION AND REFERENCE MARKS WERE NOT FOUND THIS DATE.
 CE0566'
 CE0566'THE AREA IN WHICH THE STATION IS DESCRIBED HAS BEEN CHANGED
 CE0566'BY WIDENING OF THE ROAD AND THE CONSTRUCTION OF A LARGE DRAIN
 CE0566'IN THE AREA WHERE THE STATION PLOTS.  THE STATION IS PRESUMED TO
 CE0566'BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0569 ***********************************************************************
 CE0569  DESIGNATION -  BLISS 2
 CE0569  PID         -  CE0569
 CE0569  STATE/COUNTY-  TX/EL PASO
 CE0569  USGS QUAD   -  EL PASO (1997)
 CE0569
 CE0569                         *CURRENT SURVEY CONTROL
 CE0569  ___________________________________________________________________
 CE0569* NAD 83(1993)-  31 48 31.68605(N)    106 25 16.81056(W)     ADJUSTED  
 CE0569* NAVD 88     -      1180.8    (meters)    3874.     (feet)  VERTCON   
 CE0569  ___________________________________________________________________
 CE0569  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CE0569  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0569
 CE0569  HORZ ORDER  -  SECOND
 CE0569
 CE0569.The horizontal coordinates were established by classical geodetic methods
 CE0569.and adjusted by the National Geodetic Survey in February 1996..
 CE0569
 CE0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0569
 CE0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0569
 CE0569.The geoid height was determined by GEOID03.
 CE0569
 CE0569;                    North         East     Units Scale Factor Converg.
 CE0569;SPC TX C     - 3,253,246.138   123,833.668   MT  0.99998083   -3 08 08.4
 CE0569;SPC TX C     -10,673,358.37    406,277.63   sFT  0.99998083   -3 08 08.4
 CE0569;UTM  13      - 3,520,122.796   365,463.167   MT  0.99982323   -0 44 57.4
 CE0569
 CE0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0569!SPC TX C     -   0.99981840  x   0.99998083  =   0.99979924
 CE0569!UTM  13      -   0.99981840  x   0.99982323  =   0.99964166
 CE0569
 CE0569:                Primary Azimuth Mark                     Grid Az
 CE0569:SPC TX C     -  BLISS 2 AZ MK 2                          004 12 18.6
 CE0569:UTM  13      -  BLISS 2 AZ MK 2                          001 49 07.6
 CE0569
 CE0569|---------------------------------------------------------------------|
 CE0569| PID    Reference Object                     Distance      Geod. Az  |
 CE0569|                                                           dddmmss.s |
 CE0569| CE0601 BLISS 2 AZ MK 2                     424.257 METERS 0010410.2 |
 CE0569| CE0566 BLISS                                34.181 METERS 03051     |
 CE0569| CE0571 EL PASO FT BLISS STA HOSP STK       APPROX. 2.1 KM 0305104.3 |
 CE0569| CC6118 BLISS 2 RM 3                         10.737 METERS 03058     |
 CE0569| CE0599 BLISS 2 RM 5                         99.143 METERS 03812     |
 CE0569| CE0598 EL PASO FT BLISS S TANK             APPROX. 1.3 KM 1740935.7 |
 CE0569| CC6120 BLISS 2 RM 6                         14.433 METERS 26246     |
 CE0569| CC6119 BLISS 2 RM 4                         14.460 METERS 26248     |
 CE0569| CE0605 EL PASO FT BLISS USACC MICRO        APPROX. 1.2 KM 2671739.0 |
 CE0569| CC6117 BLISS 2 AZ MK                                      2712353.4 |
 CE0569| CE0578 EL PASO FORT BLISS OLD SECTION TANK APPROX. 1.3 KM 2750230.5 |
 CE0569|---------------------------------------------------------------------|
 CE0569
 CE0569                          SUPERSEDED SURVEY CONTROL
 CE0569
 CE0569  NAD 83(1993)-  31 48 31.68741(N)    106 25 16.80960(W) AD(       ) 2
 CE0569  NAD 83(1986)-  31 48 31.68951(N)    106 25 16.80910(W) AD(       ) 2
 CE0569  NAD 27      -  31 48 31.30060(N)    106 25 14.85760(W) AD(       ) 2
 CE0569  NGVD 29 (07/19/86) 1180.3    (m)         3872.     (f) VERT ANG       
 CE0569
 CE0569.Superseded values are not recommended for survey control.
 CE0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0569.See file dsdata.txt to determine how the superseded data were derived.
 CE0569
 CE0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6546320123(NAD 83)
 CE0569_MARKER: DS = TRIANGULATION STATION DISK
 CE0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0569
 CE0569  HISTORY     - Date     Condition        Report By
 CE0569  HISTORY     - 1958     MONUMENTED       CGS
 CE0569  HISTORY     - 1967     GOOD             CGS
 CE0569  HISTORY     - 1967     GOOD             USAF
 CE0569  HISTORY     - 1981     GOOD             NGS
 CE0569
 CE0569                          STATION DESCRIPTION
 CE0569
 CE0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CE0569'THE STATION IS LOCATED ABOUT 4 MILES EAST AND 3-1/2 MILES NORTH
 CE0569'OF THE CENTER OF EL PASO ON THE GROUNDS OF THE U.S. ARMY POST,
 CE0569'FORT BLISS, 76 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 CE0569'INTERSECTION OF JEB STUART ROAD AND CHAFFEE ROAD, 66 FEET
 CE0569'EAST OF THE NORTHEAST CORNER OF HEADQUARTERS BN. ARMY AIR
 CE0569'DEFENCE CENTER BUILDING AND 4 FEET SOUTH OF THE SOUTH EDGE OF
 CE0569'THE SIDE WALK.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 CE0569'GROUND AND IS STAMPED BLISS 2 1958.
 CE0569'
 CE0569'REFERENCE MARK NO. 3 IS 11 FEET SOUTH-SOUTHEAST OF A POWERLINE
 CE0569'POLE WITH A RED AND WHITE STRIPE PAINTED ON IT, 1 FOOT WEST OF
 CE0569'THE CURB AND 1 FOOT SOUTHEAST OF THE TRAFFIC SIGNAL POST.  THE
 CE0569'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SIDE
 CE0569'WALK, SET FLUSH WITH THE SIDE WALK AND IS STAMPED BLISS 2 NO 3
 CE0569'1958.
 CE0569'
 CE0569'REFERENCE MARK NO. 4 IS 19 FEET EAST OF THE NORTHEAST CORNER
 CE0569'OF HEADQUARTERS BN. ARMY AIR DEFENCE CENTER BUILDING.  THE MARK
 CE0569'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CURB, SET
 CE0569'FLUSH WITH THE CURB AND IS STAMPED BLISS 2 NO 4 1958.
 CE0569'
 CE0569'AZIMUTH MARK IS 85 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER
 CE0569'OF BUILDING NO. 1005, 48 FEET SOUTH OF THE CENTER OF CHAFFEE
 CE0569'ROAD AND 10 FEET EAST OF THE CENTER OF THE NORTH-SOUTH STREET.
 CE0569'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CURB
 CE0569'AT THE SOUTHEAST CORNER OF THE INTERSECTION, SET FLUSH WITH THE
 CE0569'CURB AND IS STAMPED BLISS 2 1958.
 CE0569'
 CE0569'THE STATION CAN BE REACHED FROM THE INTERSECTION OF JEB STUART
 CE0569'ROAD AND CHAFFEE ROAD AS DESCRIBED.
 CE0569'
 CE0569'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON CHAFFEE
 CE0569'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 CE0569
 CE0569                          STATION RECOVERY (1967)
 CE0569
 CE0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 CE0569'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CE0569
 CE0569                          STATION RECOVERY (1967)
 CE0569
 CE0569'RECOVERY NOTE BY US AIR FORCE 1967 (CDE)
 CE0569'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 3 WERE RECOVERED
 CE0569'AS DESCRIBED IN GOOD CONDITION.
 CE0569'
 CE0569'ALTHOUGH DISTANCE CHECKS TO R.M. 4, THE HORIZONTAL DIRECTION
 CE0569'DIFFERS BY ABOUT 4 MINUTES.  THE CURBING ON WHICH THE REFERENCE
 CE0569'MARK IS SET, APPEARS TO HAVE BEEN JARRED BY CAR TIRES.
 CE0569
 CE0569                          STATION RECOVERY (1981)
 CE0569
 CE0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0569'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED AND
 CE0569'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE
 CE0569'MARK 4 HAVE BEEN DESTROYED.  A NEW REFERENCE MARK 5 AND 6
 CE0569'AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  DUE
 CE0569'TO OVERHEAD POWERLINES, A TOWER WAS BUILT OVER REFERENCE
 CE0569'MARK 5 AND OCCUPIED AT THIS TIME.  THE FOLLOWING COMPARISON
 CE0569'WAS MADE TO THE 1958 DATA BY R.L.E.  A LONGER DISTANCE OF
 CE0569'0.032 METER TO REFERENCE MARK 3 WAS NOTED AND VERIFIED.  A
 CE0569'COMPLETE AND NEW DESCRIPTION FOLLOWS.
 CE0569'THE STATION IS LOCATED ON THE FORT BLISS MILITARY RESERVATION
 CE0569'AND NEAR THE JUNCTION OF JEB STUART ROAD AND CHAFFEE ROAD.
 CE0569'OWNERSHIP--DEPARTMENT OF THE ARMY, MR. JESSE WOOD, OFFICE
 CE0569'BUILDING 1016, FORT BLISS, TX 79906, TELEPHONE NUMBER
 CE0569'915-568-3034.
 CE0569'
 CE0569'TO REACH THE STATION FROM THE PERSHING STREET EXIT ON U.S.
 CE0569'HIGHWAY 54, ABOUT 2.4 KM (1-1/2 MI) NORTH OF THE JUNCTION
 CE0569'OF U.S. HIGHWAY 54 AND INTERSTATE HIGHWAY 10 IN EL PASO, GO
 CE0569'NORTHEASTERLY ON PERSHING STREET FOR 0.6 KM (0.4 MI) TO THE
 CE0569'FORT BLISS PERSHING STREET GATE.  PASS THROUGH GATE AND
 CE0569'CONTINUE AHEAD ON THE PAVED STREET FOR 0.2 KM (0.1 MI) TO
 CE0569'CIRCLE DRIVE.  BEAR RIGHT, AND FOLLOW CIRCLE DRIVE AROUND
 CE0569'THE CIRCLE FOR 0.2 KM (0.2 MI) TO THE JUNCTION OF PERSHING
 CE0569'ROAD.  TURN LEFT AND GO NORTH ON PERSHING ROAD FOR 0.6 KM
 CE0569'(0.4 MI) TO CHAFFEE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 CE0569'EAST ON CHAFFEE ROAD FOR 1.3 KM (0.8 MI) TO THE JUNCTION
 CE0569'OF JEB STUART ROAD AND THE STATION ON THE RIGHT AS DESCRIBED.
 CE0569'
 CE0569'THE STATION IS A STANDARD CGS DISK
 CE0569'STAMPED---BLISS 2 1958---,
 CE0569'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 CE0569'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0569'13.9 METERS (45.5 FT) WEST FROM THE CENTER OF PAVED STREET (JEB
 CE0569'STUART ROAD),
 CE0569'12.95 METERS (42.5 FT) SOUTH-SOUTHWEST FROM A POWER POLE WITH
 CE0569'METAL SWITCH BOX ATTACHED, AND
 CE0569'20.1 METERS (66.0 FT) EAST FROM THE NORTHEAST CORNER OF BUILDING
 CE0569'NUMBER 1011.
 CE0569'
 CE0569'REFERENCE MARK NUMBER 03 IS A STANDARD CGS DISK
 CE0569'STAMPED---BLISS 2 NO 3 1958---,
 CE0569'CEMENTED IN A DRILL HOLE IN CONCRETE SIDEWALK.
 CE0569'IT IS LOCATED
 CE0569'8.8 METERS (29.0 FT) NORTH FROM POWER POLE NUMBER 4,
 CE0569'7.9 METERS (26.0 FT) WEST FROM THE CENTER OF PAVED STREET (JEB
 CE0569'STUART ROAD), AND
 CE0569'3.5 METERS (11.5 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH
 CE0569'SWITCH BOX ATTACHED.
 CE0569'MARK IS LEVEL WITH STATION.
 CE0569'
 CE0569'REFERENCE MARK NUMBER 06 IS A STANDARD NGS DISK
 CE0569'STAMPED---BLISS 2 1958 NO 6 1980---,
 CE0569'GLUED (EPOXY) IN A DRILL HOLE IN A CONCRETE CURBING IN A
 CE0569'PARKING LOT.
 CE0569'IT IS LOCATED
 CE0569'18.6 METERS (61.0 FT) WEST FROM A UTILITY POLE NUMBER 4,
 CE0569'5.7 METERS (18.7 FT) EAST FROM NORTHWEST CORNER OF BUILDING
 CE0569'NUMBER 1011, AND
 CE0569'3.5 METERS (11.4 FT) SOUTH FROM THE CENTER OF A CONCRETE SIDEWALK.
 CE0569'MARK IS BELOW STATION 0.2 METERS.
 CE0569'
 CE0569'REFERENCE MARK NUMBER 05 IS A STANDARD NGS DISK
 CE0569'STAMPED---BLISS 2 1958 NO 5 1980---,
 CE0569'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0569'FLUSH WITH GROUND.  IT IS LOCATED
 CE0569'56.1 METERS (184.0 FT) NORTH FROM THE CENTER OF CHAFFEE ROAD AND
 CE0569'48.8 METERS (160.0 FT) EAST FROM THE CENTER OF JEB STUART ROAD.
 CE0569'MARK IS BELOW STATION 2.0 METERS.
 CE0569'
 CE0569'AZIMUTH MARK NUMBER 02 IS A STANDARD NGS DISK
 CE0569'STAMPED---BLISS 2 1958 AZ 2 1980---,
 CE0569'SET IN A DRILL HOLE WITH EPOXY GLUE IN A 2-FOOT BY 2-FOOT
 CE0569'CONCRETE SLAB.
 CE0569'IT IS LOCATED
 CE0569'13.7 METERS (45.0 FT) NORTH-NORTHEAST FROM THE CENTER OF FORREST
 CE0569'ROAD,
 CE0569'3.8 METERS (12.5 FT) WEST FROM A CHAIN LINK FENCE AND METAL POST,
 CE0569'AND
 CE0569'0.8 METER (2.6 FT) EAST FROM THE EAST CONCRETE CURB OF JEB STUART
 CE0569'ROAD.
 CE0569'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON JEB
 CE0569'STUART ROAD FOR 0.4 KM (0.3 MI) TO AN INTERSECTION AND THE
 CE0569'MARK AS DESCRIBED.
 CE0569'
 CE0569'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0601 ***********************************************************************
 CE0601  DESIGNATION -  BLISS 2 AZ MK 2
 CE0601  PID         -  CE0601
 CE0601  STATE/COUNTY-  TX/EL PASO
 CE0601  USGS QUAD   -  EL PASO (1997)
 CE0601
 CE0601                         *CURRENT SURVEY CONTROL
 CE0601  ___________________________________________________________________
 CE0601* NAD 83(1993)-  31 48 45.45780(N)    106 25 16.50948(W)     ADJUSTED  
 CE0601* NAVD 88     -      1179.2    (meters)    3869.     (feet)  VERTCON   
 CE0601  ___________________________________________________________________
 CE0601  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 CE0601  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CE0601
 CE0601  HORZ ORDER  -  SECOND
 CE0601
 CE0601.The horizontal coordinates were established by classical geodetic methods
 CE0601.and adjusted by the National Geodetic Survey in February 1996..
 CE0601
 CE0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0601
 CE0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0601
 CE0601.The geoid height was determined by GEOID03.
 CE0601
 CE0601;                    North         East     Units Scale Factor Converg.
 CE0601;SPC TX C     - 3,253,669.245   123,864.777   MT  0.99998177   -3 08 08.3
 CE0601;SPC TX C     -10,674,746.51    406,379.69   sFT  0.99998177   -3 08 08.3
 CE0601;UTM  13      - 3,520,546.765   365,476.630   MT  0.99982319   -0 44 57.5
 CE0601
 CE0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0601!SPC TX C     -   0.99981865  x   0.99998177  =   0.99980043
 CE0601!UTM  13      -   0.99981865  x   0.99982319  =   0.99964187
 CE0601
 CE0601|---------------------------------------------------------------------|
 CE0601| PID    Reference Object                     Distance      Geod. Az  |
 CE0601|                                                           dddmmss.s |
 CE0601| CE0599 BLISS 2 RM 5                        350.361 METERS 17114     |
 CE0601| CE0598 EL PASO FT BLISS S TANK             APPROX. 1.7 KM 1755023.2 |
 CE0601| CE0569 BLISS 2                             424.257 METERS 1810410.3 |
 CE0601| CE0605 EL PASO FT BLISS USACC MICRO        APPROX. 1.3 KM 2474129.9 |
 CE0601|---------------------------------------------------------------------|
 CE0601
 CE0601                          SUPERSEDED SURVEY CONTROL
 CE0601
 CE0601  NAD 83(1993)-  31 48 45.45916(N)    106 25 16.50858(W) AD(       ) 2
 CE0601  NAD 83(1986)-  31 48 45.46123(N)    106 25 16.50805(W) AD(       ) 2
 CE0601  NAD 27      -  31 48 45.07248(N)    106 25 14.55684(W) AD(       ) 2
 CE0601  NGVD 29 (07/19/86) 1178.7    (m)         3867.     (f) VERT ANG       
 CE0601
 CE0601.Superseded values are not recommended for survey control.
 CE0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0601.See file dsdata.txt to determine how the superseded data were derived.
 CE0601
 CE0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6547720547(NAD 83)
 CE0601_MARKER: DZ = AZIMUTH MARK DISK
 CE0601_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CE0601+WITH SETTING: PAVEMENT
 CE0601_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0601+STABILITY: SURFACE MOTION
 CE0601
 CE0601  HISTORY     - Date     Condition        Report By
 CE0601  HISTORY     - 1980     MONUMENTED       NGS
 CE0601
 CE0601                          STATION DESCRIPTION
 CE0601
 CE0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0601'THE STATION IS LOCATED ON THE FORT BLISS MILITARY RESERVATION
 CE0601'NEAR THE JUNCTION OF JEB STUART ROAD AND FORREST ROAD.
 CE0601'OWNERSHIP--DEPARTMENT OF THE ARMY, MR. JESSE WOOD, OFFICE
 CE0601'BUILDING 1016, FORT BLISS, TEXAS 79906, TELEPHONE NUMBER
 CE0601'915-568-3034.
 CE0601'
 CE0601'TO REACH THE STATION FROM THE PERSHING STREET EXIT ON U.S.
 CE0601'HIGHWAY 54, ABOUT 2.4 KM (1.5 MI) NORTH OF THE JUNCTION
 CE0601'OF U.S. HIGHWAY 54 AND INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0601'GO NORTHEASTERLY ON PERSHING STREET FOR 0.6 KM (0.35 MI)
 CE0601'TO THE FORT BLISS PERSHING STREET GATE.  PASS THROUGH GATE
 CE0601'AND CONTINUE AHEAD ON THE PAVED STREET FOR 0.2 KM (0.15 MI)
 CE0601'TO CIRCLE DRIVE.  BEAR RIGHT, AND FOLLOW CIRCLE DRIVE
 CE0601'AROUND THE CIRCLE FOR 0.2 KM (0.15 MI) TO THE JUNCTION OF
 CE0601'PERSHING ROAD.  TURN LEFT AND GO NORTH ON PERSHING ROAD FOR
 CE0601'0.6 KM (0.4 MI) TO CHAFFEE ROAD ON THE RIGHT.  TURN RIGHT
 CE0601'AND GO EAST ON CHAFFEE ROAD FOR 1.3 KM (0.8 MI) TO A
 CE0601'CROSSROAD (JEB STUART ROAD) AND STATION BLISS 2 1958
 CE0601'ON THE RIGHT.  TURN LEFT AND GO NORTH ON JEB STUART ROAD
 CE0601'FOR 0.4 KM (0.25 MI) TO AN INTERSECTION AND THE STATION
 CE0601'AS DESCRIBED.
 CE0601'
 CE0601'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CE0601'STAMPED---BLISS 2 1958 AZ 2 1980---,
 CE0601'SET WITH EPOXY GLUE IN A DRILL HOLE IN A 2 FOOT BY 2 FOOT
 CE0601'CONCRETE SLAB.
 CE0601'IT IS LOCATED
 CE0601'13.72 METERS NORTH-NORTHEAST FROM THE CENTER OF FORREST ROAD,
 CE0601'3.81 METERS WEST FROM A CHAIN LINK FENCE AND METAL POST, AND
 CE0601'0.79 METERS EAST FROM THE EAST CONCRETE CURB OF JEB STUART ROAD..
 CE0601'
 CE0601'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0599 ***********************************************************************
 CE0599  DESIGNATION -  BLISS 2 RM 5
 CE0599  PID         -  CE0599
 CE0599  STATE/COUNTY-  TX/EL PASO
 CE0599  USGS QUAD   -  EL PASO (1997)
 CE0599
 CE0599                         *CURRENT SURVEY CONTROL
 CE0599  ___________________________________________________________________
 CE0599* NAD 83(1993)-  31 48 34.21565(N)    106 25 14.47963(W)     ADJUSTED  
 CE0599* NAVD 88     -      1178.9    (meters)    3868.     (feet)  VERTCON   
 CE0599  ___________________________________________________________________
 CE0599  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CE0599  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0599
 CE0599  HORZ ORDER  -  FIRST
 CE0599
 CE0599.The horizontal coordinates were established by classical geodetic methods
 CE0599.and adjusted by the National Geodetic Survey in February 1996..
 CE0599
 CE0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0599
 CE0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0599
 CE0599.The geoid height was determined by GEOID03.
 CE0599
 CE0599;                    North         East     Units Scale Factor Converg.
 CE0599;SPC TX C     - 3,253,320.581   123,899.145   MT  0.99998100   -3 08 07.2
 CE0599;SPC TX C     -10,673,602.61    406,492.44   sFT  0.99998100   -3 08 07.2
 CE0599;UTM  13      - 3,520,199.889   365,525.478   MT  0.99982302   -0 44 56.2
 CE0599
 CE0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0599!SPC TX C     -   0.99981870  x   0.99998100  =   0.99979970
 CE0599!UTM  13      -   0.99981870  x   0.99982302  =   0.99964175
 CE0599
 CE0599|---------------------------------------------------------------------|
 CE0599| PID    Reference Object                     Distance      Geod. Az  |
 CE0599|                                                           dddmmss.s |
 CE0599| CE0569 BLISS 2                              99.143 METERS 21812     |
 CE0599| CC6118 BLISS 2 RM 3                         88.504 METERS 21903     |
 CE0599| CE0601 BLISS 2 AZ MK 2                     350.361 METERS 35114     |
 CE0599|---------------------------------------------------------------------|
 CE0599
 CE0599                          SUPERSEDED SURVEY CONTROL
 CE0599
 CE0599  NAD 83(1993)-  31 48 34.21701(N)    106 25 14.47868(W) AD(       ) 1
 CE0599  NAD 83(1986)-  31 48 34.21909(N)    106 25 14.47818(W) AD(       ) 1
 CE0599  NAD 27      -  31 48 33.82988(N)    106 25 12.52715(W) AD(       ) 1
 CE0599  NGVD 29 (07/19/86) 1178.4    (m)         3866.     (f) VERT ANG       
 CE0599
 CE0599.Superseded values are not recommended for survey control.
 CE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0599.See file dsdata.txt to determine how the superseded data were derived.
 CE0599
 CE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6552520200(NAD 83)
 CE0599_MARKER: DR = REFERENCE MARK DISK
 CE0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0599_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CE0599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0599
 CE0599  HISTORY     - Date     Condition        Report By
 CE0599  HISTORY     - 1980     MONUMENTED       NGS
 CE0599
 CE0599                          STATION DESCRIPTION
 CE0599
 CE0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0599'THE STATION IS LOCATED ON THE FORT BLISS MILITARY
 CE0599'RESERVATION AND NEAR THE JUNCTION OF JEB STUART ROAD AND
 CE0599'CHAFFEE ROAD.
 CE0599'OWNERSHIP--DEPARTMENT OF THE ARMY, MR. JESSE WOOD, OFFICE
 CE0599'BUILDING 1016, FORT BLISS, TX 79906, TELEPHONE NUMBER
 CE0599'915 568-3034.
 CE0599'
 CE0599'TO REACH THE STATION FROM THE PERSHING STREET EXIT ON U.S.
 CE0599'HIGHWAY 54, ABOUT 2.4 KM (1-1/2 MI) NORTH OF THE JUNCTION
 CE0599'OF U.S. HIGHWAY 54 AND INTERSTATE HIGHWAY 10 IN EL PASO, GO
 CE0599'NORTHEASTERLY ON PERSHING STREET FOR 0.6 KM (0.35 MI) TO
 CE0599'THE FORT BLISS PERSHING STREET GATE.  PASS THROUGH GATE
 CE0599'AND CONTINUE AHEAD ON THE PAVED STREET FOR 0.2 KM (0.1 MI)
 CE0599'TO CIRCLE DRIVE.  BEAR RIGHT, AND FOLLOW CIRCLE DRIVE
 CE0599'AROUND THE CIRCLE FOR 0.2 KM (0.15 MI) TO THE JUNCTION
 CE0599'OF PERSHING ROAD.  TURN LEFT AND GO NORTH ON PERSHING
 CE0599'ROAD FOR 0.6 KM (0.4 MI) TO CHAFFEE ROAD ON THE RIGHT.
 CE0599'TURN RIGHT AND GO EAST ON CHAFFEE ROAD FOR 1.3 KM (0.8 MI)
 CE0599'TO A CROSSROAD (JEB STUART ROAD).  CONTINUE AHEAD FOR ABOUT
 CE0599'100 FEET TO THE STATION ON THE LEFT AS DESCRIBED.
 CE0599'
 CE0599'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 CE0599'STAMPED---BLISS 2 1958 NO 5 1980---,
 CE0599'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0599'FLUSH WITH GROUND.  IT IS LOCATED
 CE0599'56.08 METERS (184.0 FT) NORTH FROM THE CENTER OF CHAFFEE ROAD, AND
 CE0599'48.77 METERS (160.0 FT) EAST FROM THE CENTER OF JEB STUART ROAD.
 CE0599'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 CE0599'STAMPED---BLISS 2 1958 NO 5 1980---,
 CE0599'SET INTO AN IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 CE0599'
 CE0599'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 CE0599'STAMPED---BLISS 2 NO 3 1958---,
 CE0599'CEMENTED IN A DRILL IN CONCRETE SIDEWALK.
 CE0599'IT IS LOCATED
 CE0599'8.84 METERS (29.9 FT) NORTH FROM A POWER POLE NUMBER 4,
 CE0599'7.92 METERS (26.0 FT) WEST FROM THE CENTER OF JEB STUART ROAD, AND
 CE0599'3.50 METERS (11.5 FT) SOUTH-SOUTHEAST FROM A POWER LINE WITH
 CE0599'METAL SWITCH BOX ATTACHED.
 CE0599'MARK IS ABOVE STATION 2.0 METERS.
 CE0599'
 CE0599'BLISS 2 1958 IS A STANDARD CGS STATION DISK
 CE0599'STAMPED---BLISS 2 1958---,
 CE0599'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 CE0599'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0599'20.12 METERS (66.0 FT) EAST FROM THE NORTHEAST CORNER OF BUILDING
 CE0599'NUMBER 1011,
 CE0599'13.87 METERS (45.5 FT) WEST FROM THE CENTER OF JEB STUART ROAD,
 CE0599'AND
 CE0599'12.95 METERS (42.5 FT) SOUTH-SOUTHWEST FROM A POWER POLE WITH
 CE0599'METAL SWITCH BOX ATTACHED.
 CE0599'MARK IS ABOVE STATION 2.0 METERS.
 CE0599'
 CE0599'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 CE0599'STAMPED---BLISS 2 1958 AZ 2 1980---,
 CE0599'SET WITH EPOXY GLUE IN A DRILL HOLE IN A 2 FOOT BY 2 FOOT
 CE0599'CONCRETE SLAB.
 CE0599'IT IS LOCATED
 CE0599'13.72 METERS (45.0 FT) NORTH-NORTHEAST FROM THE CENTER OF FORREST
 CE0599'ROAD,
 CE0599'3.81 METERS (12.5 FT) WEST FROM A CHAIN LINK FENCE AND METAL POST,
 CE0599'AND
 CE0599'0.79 METER (2.6 FT) EAST FROM THE EAST CONCRETE CURB OF JEB
 CE0599'STUART ROAD.
 CE0599'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON JEB
 CE0599'STUART ROAD FOR 0.40 KM (0.25 MI) TO AN INTERSECTION AND THE
 CE0599'MARK AS DESCRIBED.
 CE0599'
 CE0599'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2160 ***********************************************************************
 AN2160  DESIGNATION -  BLOCK
 AN2160  PID         -  AN2160
 AN2160  STATE/COUNTY-  TX/SAN PATRICIO
 AN2160  USGS QUAD   -  MATHIS (1979)
 AN2160
 AN2160                         *CURRENT SURVEY CONTROL
 AN2160  ___________________________________________________________________
 AN2160* NAD 83(1993)-  28 05 38.74939(N)    097 49 28.99446(W)     ADJUSTED  
 AN2160* NAVD 88     -        48.10   (+/-2cm)     157.8    (feet)  VERTCON   
 AN2160  ___________________________________________________________________
 AN2160  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AN2160  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN2160
 AN2160  HORZ ORDER  -  SECOND
 AN2160  VERT ORDER  -  THIRD ? (See Below)
 AN2160
 AN2160.The horizontal coordinates were established by classical geodetic methods
 AN2160.and adjusted by the National Geodetic Survey in February 1996..
 AN2160
 AN2160.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2160.The vertical order pertains to the NGVD 29 superseded value.
 AN2160
 AN2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2160
 AN2160.The geoid height was determined by GEOID03.
 AN2160
 AN2160;                    North         East     Units Scale Factor Converg.
 AN2160;SPC TX S     - 5,269,133.360   366,368.701   MT  1.00007641   +0 18 23.7
 AN2160;SPC TX S     -17,287,148.37  1,201,994.65   sFT  1.00007641   +0 18 23.7
 AN2160;SPC TXSC     - 4,029,482.218   715,511.188   MT  1.00009558   +0 34 32.8
 AN2160;SPC TXSC     -13,220,059.58  2,347,472.96   sFT  1.00009558   +0 34 32.8
 AN2160;UTM  14      - 3,108,183.765   615,460.431   MT  0.99976454   +0 33 12.7
 AN2160
 AN2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2160!SPC TX S     -   0.99999665  x   1.00007641  =   1.00007306
 AN2160!SPC TXSC     -   0.99999665  x   1.00009558  =   1.00009223
 AN2160!UTM  14      -   0.99999665  x   0.99976454  =   0.99976119
 AN2160
 AN2160:                Primary Azimuth Mark                     Grid Az
 AN2160:SPC TX S     -  BLOCK AZ MK                              126 23 42.9
 AN2160:SPC TXSC     -  BLOCK AZ MK                              126 07 33.8
 AN2160:UTM  14      -  BLOCK AZ MK                              126 08 53.9
 AN2160
 AN2160|---------------------------------------------------------------------|
 AN2160| PID    Reference Object                     Distance      Geod. Az  |
 AN2160|                                                           dddmmss.s |
 AN2160| CV4283 BLOCK AZ MK                                        1264206.6 |
 AN2160| CV4284 BLOCK RM 1                           29.913 METERS 13104     |
 AN2160| CV4285 BLOCK RM 2                           54.870 METERS 20602     |
 AN2160| AN2161 MATHIS MUNICIPAL TANK                59.742 METERS 21257     |
 AN2160|---------------------------------------------------------------------|
 AN2160
 AN2160                          SUPERSEDED SURVEY CONTROL
 AN2160
 AN2160  NAD 83(1986)-  28 05 38.75652(N)    097 49 28.97494(W) AD(       ) 2
 AN2160  NAD 27      -  28 05 37.71700(N)    097 49 27.98000(W) AD(       ) 2
 AN2160  NGVD 29 (07/19/86)   48.17   (m)          158.0    (f) LEVELING    3  
 AN2160
 AN2160.Superseded values are not recommended for survey control.
 AN2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2160.See file dsdata.txt to determine how the superseded data were derived.
 AN2160
 AN2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1546008184(NAD 83)
 AN2160_MARKER: DS = TRIANGULATION STATION DISK
 AN2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2160
 AN2160  HISTORY     - Date     Condition        Report By
 AN2160  HISTORY     - 1953     MONUMENTED       CGS
 AN2160  HISTORY     - 20040325 MARK NOT FOUND   GEOCAC
 AN2160
 AN2160                          STATION DESCRIPTION
 AN2160
 AN2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2160'THE STATION IS LOCATED IN MATHIS, NEAR THE NORTH CORNER
 AN2160'OF THE BLOCK OCCUPIED BY THE MATHIS MUN. WATER TANK, ELEVATED.
 AN2160'
 AN2160'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH
 AN2160'MARK ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.
 AN2160'
 AN2160'THE STATION MARK IS STAMPED BLOCK 1953, AND IS FLUSH WITH
 AN2160'THE GROUND SURFACE.  THE MARK IS LOCATED 196 FEET NORTHEAST OF THE
 AN2160'CENTER OF THE MATHIS MUN. WATER TANK.  72 FEET NORTH OF THE
 AN2160'NORTH CORNER OF A SMALL METAL VALVE HOUSE.  AND 12 FEET EAST OF A
 AN2160'WHITE WITNESS POST.
 AN2160'
 AN2160'REFERENCE MARK NO. 1 IS STAMPED BLOCK NO 1 1953, AND IT
 AN2160'IS SET FLUSH WITH THE GROUND SURFACE.  THE MARK IS LOCATED
 AN2160'41 FEET EAST OF A SMALL METAL VALVE HOUSE AND 39 FEET NORTHWEST
 AN2160'OF THE CENTER OF A STREET.
 AN2160'
 AN2160'REFERENCE MARK NO. 2 IS STAMPED BLOCK NO 2 1953.  THE MARK
 AN2160'IS SET IN A DRILL HOLE IN A CONCRETE BLOCK SUPPORTING THE
 AN2160'EAST LEG OF THE MATHIS MUN. WATER TANK.  THE MARK PROJECTS
 AN2160'1 FOOT.
 AN2160'
 AN2160'THE AZIMUTH MARK IS STAMPED BLOCK 1953, AND IT IS SET FLUSH
 AN2160'WITH THE GROUND SURFACE.  THE MARK IS LOCATED 0.15 MILE
 AN2160'SOUTHEAST OF THE STATION IN THE SOUTH CORNER OF LOT NO. 9,
 AN2160'BLOCK NO. 10.  52 FEET SOUTH OF THE SOUTH CORNER OF THE
 AN2160'HOUSE ON LOT NO. 9.  25 FEET NORTHWEST OF THE CENTER OF A
 AN2160'PAVED STREET.  AND 1 FOOT WEST OF A POWER LINE POLE.
 AN2160'
 AN2160'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 AN2160'FOR 0.15 MILE TO THE END OF THE STREET AND THE AZIMUTH MARK
 AN2160'ON THE LEFT AS DESCRIBED.
 AN2160'
 AN2160'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2160
 AN2160                          STATION RECOVERY (2004)
 AN2160
 AN2160'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AN2160'PREVIOUS DESCRIPTION PLACES STATION IN VOLUNTEER FIRE DEPARTMENT
 AN2160'PARKING AREA.
 AN2160'REFERENCE MARK 1 WAS NOT FOUND.  DESCRIPTION PLACES IT INSIDE FIRE
 AN2160'STATION.
 AN2160'REFERENCE MARK 2 WAS FOUND AND STILL EXISTS IN BASE OF WATER TOWER.
 AN2160'TOWER LEGS ARE RUSTED THROUGH AND MAY NOT STAND MUCH LONGER.
 AN2160'AZIMUTH MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0475 ***********************************************************************
 AN0475  DESIGNATION -  BLOOM
 AN0475  PID         -  AN0475
 AN0475  STATE/COUNTY-  TX/VICTORIA
 AN0475  USGS QUAD   -  BLOOMINGTON (1995)
 AN0475
 AN0475                         *CURRENT SURVEY CONTROL
 AN0475  ___________________________________________________________________
 AN0475* NAD 83(1993)-  28 39 53.21440(N)    096 53 01.04418(W)     ADJUSTED  
 AN0475* NAVD 88     -        18.02   (+/-2cm)      59.1    (feet)  VERTCON   
 AN0475  ___________________________________________________________________
 AN0475  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AN0475  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0475
 AN0475  HORZ ORDER  -  FIRST
 AN0475  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0475
 AN0475.The horizontal coordinates were established by classical geodetic methods
 AN0475.and adjusted by the National Geodetic Survey in February 1996..
 AN0475
 AN0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0475.The vertical order pertains to the NGVD 29 superseded value.
 AN0475
 AN0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0475
 AN0475.The geoid height was determined by GEOID03.
 AN0475
 AN0475;                    North         East     Units Scale Factor Converg.
 AN0475;SPC TXSC     - 4,094,020.306   806,853.704   MT  0.99993112   +1 02 12.6
 AN0475;SPC TXSC     -13,431,798.29  2,647,152.53   sFT  0.99993112   +1 02 12.6
 AN0475;UTM  14      - 3,172,680.053   706,822.064   MT  1.00012792   +1 00 56.0
 AN0475
 AN0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0475!SPC TXSC     -   1.00000145  x   0.99993112  =   0.99993257
 AN0475!UTM  14      -   1.00000145  x   1.00012792  =   1.00012937
 AN0475
 AN0475|---------------------------------------------------------------------|
 AN0475| PID    Reference Object                     Distance      Geod. Az  |
 AN0475|                                                           dddmmss.s |
 AN0475| AN0474 BLOOM RM 1                           21.540 METERS 08336     |
 AN0475| AN0473 BLOOM RM 2                           30.623 METERS 21431     |
 AN0475| AN0476 BLOOM AZ MK                                        2333028.5 |
 AN0475|---------------------------------------------------------------------|
 AN0475
 AN0475                          SUPERSEDED SURVEY CONTROL
 AN0475
 AN0475  NAD 83(1986)-  28 39 53.22373(N)    096 53 01.02818(W) AD(       ) 1
 AN0475  NAD 27      -  28 39 52.24200(N)    096 53 00.08100(W) AD(       ) 1
 AN0475  NGVD 29 (??/??/92)   18.148  (m)           59.54   (f) ADJ UNCH    1 2
 AN0475
 AN0475.Superseded values are not recommended for survey control.
 AN0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0475.See file dsdata.txt to determine how the superseded data were derived.
 AN0475
 AN0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0682272680(NAD 83)
 AN0475_MARKER: DS = TRIANGULATION STATION DISK
 AN0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0475_STAMPING: BLOOM 1943
 AN0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0475+STABILITY: SURFACE MOTION
 AN0475
 AN0475  HISTORY     - Date     Condition        Report By
 AN0475  HISTORY     - 1943     MONUMENTED       CGS
 AN0475  HISTORY     - 1950     GOOD             CGS
 AN0475  HISTORY     - 1950     GOOD             NGS
 AN0475  HISTORY     - 1975     SEE DESCRIPTION  TXHD
 AN0475  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0475
 AN0475                          STATION DESCRIPTION
 AN0475
 AN0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN0475'THE STATION IS LOCATED ABOUT 12 MILES SE OF VICTORIA, 4 MILES
 AN0475'SW OF PLACEDO, AND ABOUT 1-1/2 MILES NE OF BLOOMINGTON.  IT
 AN0475'IS 55 FEET N OF FENCE CORNER, 50 FEET NW OF DIRT ROAD, 45 FEET
 AN0475'E OF SE CORNER OF SMALL HOUSE AND 30 FEET N OF A POWER POLE
 AN0475'IN THE SW END OF A SMALL PASTURE FIELD.  THE MARK IS STAMPED
 AN0475'BLOOM 1943 AND PROJECTS 2 INCHES.
 AN0475'
 AN0475'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AN0475'DISKS SET IN CONCRETE.
 AN0475'
 AN0475'REFERENCE MARK NO. 1 IS SE OF STATION, 20 FEET W OF CENTER
 AN0475'LINE OF ROAD AND 1 FOOT W OF FENCE LINE.  MARK IS STAMPED BLOOM
 AN0475'NO. 1, 1943 AND PROJECTS 6 INCHES.
 AN0475'
 AN0475'REFERENCE MARK NO. 2 IS SW OF STATION, 1 FOOT NE OF CORNER
 AN0475'OF FENCE, 20 FEET W OF CENTER LINE OF DIRT ROAD IN THE SW
 AN0475'CORNER OF YARD.  THE MARK IS STAMPED BLOOM NO. 2, 1943 AND
 AN0475'PROJECTS 6 INCHES.
 AN0475'
 AN0475'AZIMUTH MARK IS 0.35 MILE SW OF STATION, 20 FEET W OF CENTER
 AN0475'LINE OF DIRT ROAD, 3 FEET W OF FENCE LINE AND 1 FOOT NE OF
 AN0475'POWER POLE.  MARK IS STAMPED BLOOM 1943 AND PROJECTS 8 INCHES.
 AN0475'TO REACH FROM STATION GO SW ON DIRT ROAD FOR 0.35 MILE TO MARK
 AN0475'ON RIGHT.
 AN0475'
 AN0475'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 AN0475'GOODWIN AVENUE (ONE BLOCK N OF SQUARE) IN VICTORIA GO SE ON
 AN0475'GOODWIN AVENUE WHICH IS U.S. HIGHWAY 87 FOR 13.25 MILES TO
 AN0475'A GRAVEL ROAD RIGHT JUST AFTER CROSSING RAILROAD TRACKS.  TURN
 AN0475'RIGHT, SW, ON GRAVEL ROAD AND GO 3.9 MILES TO RAILROAD CROSSING,
 AN0475'TURN RIGHT, NW, ACROSS TRACKS AND GO 0.6 MILE ON DIRT ROAD TO
 AN0475'CROSSROADS.  TURN RIGHT ON DIRT ROAD AND GO 0.15 MILE TO SMALL
 AN0475'HOUSE AND STATION ON LEFT.
 AN0475'
 AN0475'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AN0475'
 AN0475'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AN0475
 AN0475                          STATION RECOVERY (1950)
 AN0475
 AN0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VLS)
 AN0475'THE STATION WAS RECOVERED, AND ALL MARKS ARE IN GOOD CONDITION.
 AN0475'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 AN0475'
 AN0475'0.8 MI. NE ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 AN0475'BLOOMINGTON, THENCE 0.6 MI. NW ALONG A GRAVELED ROAD, THENCE
 AN0475'0.15 MI. NE ALONG A GRAVELED ROAD, 178 FT. SW OF THE S CORNER
 AN0475'OF A SMALL HOUSE, 55 FT. NW OF THE CENTERLINE OF THE ROAD,
 AN0475'33 FT. NW OF A POWER POLE, 36 FT. NW OF A FENCE, SET IN THE
 AN0475'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND,
 AN0475'STAMPED BLOOM 1943, A TRIANGULATION-STATION DISK.
 AN0475'
 AN0475'REFERENCE MARK 1 IS 127 FT. S OF THE S CORNER OF A SMALL
 AN0475'HOUSE, 20 FT. NW OF THE CENTERLINE OF THE ROAD, 70.8 FT.
 AN0475'E OF THE TRIANGULATION STATION, 66 FT. NE OF A POWER POLE, 1.3
 AN0475'FT. NW OF A FENCE, 2.5 FT. NW OF A WITNESS POST, A REFERENCE-MARK
 AN0475'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 FT.
 AN0475'ABOVE THE GROUND, AND STAMPED BLOOM NO 1 1943.
 AN0475'
 AN0475'REFERENCE MARK 2 IS 100.5 FT. S OF THE TRIANGULATION STATION,
 AN0475'90 FT. SW OF A POWER POLE, 21 FT. NW OF THE CENTERLINE OF THE
 AN0475'ROAD, 1.3 FT. NW OF A FENCE, 3 FT. W OF A WITNESS POST, A
 AN0475'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST, AND
 AN0475'STAMPED BLOOM NO 2 1943.
 AN0475'
 AN0475'AZIMUTH MARK IS 0.38 MI. SW ALONG A GRAVELED ROAD FROM THE
 AN0475'TRIANGULATION STATION, AT THE JUNCTION WITH A ROAD LEADING NW
 AN0475'TO AN OIL WELL, 23 FT. NW OF THE CENTERLINE OF A NE-SW ROAD,
 AN0475'16 FT. NE OF THE CENTERLINE OF THE ROAD LEADING NW, 8 FT. NE
 AN0475'OF THE E CORNER OF A CATTLE GUARD, 1.3 FT. NE OF A POWER POLE,
 AN0475'0.6 FT. NW OF A FENCE, 1.5 FT. NW OF A WITNESS POST, AN
 AN0475'AZIMUTH-MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH
 AN0475'PROJECTS 0.8 FT. ABOVE THE GROUND, AND STAMPED BLOOM 1943.
 AN0475'
 AN0475'ALL MARKS ARE IN GOOD CONDITION.
 AN0475
 AN0475                          STATION RECOVERY (1950)
 AN0475
 AN0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AN0475'1.55 MI N FROM BLOOMINGTON.
 AN0475'0.8 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 AN0475'BLOOMINGTON, THENCE 0.6 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE
 AN0475'0.15 MILE NORTHEAST ALONG A GRAVELED ROAD, 178 FEET SOUTHWEST OF THE
 AN0475'SOUTH CORNER OF A SMALL HOUSE, 55 FEET NORTHWEST OF THE CENTER LINE OF
 AN0475'THE ROAD, 33 FEET NORTHWEST OF A POWER POLE, 36 FEET NORTHWEST OF A
 AN0475'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AN0475'THE GROUND.
 AN0475
 AN0475                          STATION RECOVERY (1975)
 AN0475
 AN0475'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (CLJ)
 AN0475'AZIMUTH MARK-GOOD CONDITION.
 AN0475'
 AN0475'BLOOM 1943-(DESTROYED) FOUND LYING IN DRAINAGE DITCH.
 AN0475'
 AN0475'RM 1-STILL IN PLACE, BUT TOP KNOCKED OFF.
 AN0475'
 AN0475'RM 2-FOUND IN PLACE BUT LEANING.
 AN0475'
 AN0475'DIRECTIONS FOR LOCATING MARKS ARE ADEQUATE.  SUBSURFACE MARK
 AN0475'WAS LOCATED AND FOUND TO BE IN GOOD CONDITION.  THE WATER TANK
 AN0475'IN BLOOMINGTON IS NEW AND IN A DIFFERENT LOCATION.
 AN0475
 AN0475                          STATION RECOVERY (1978)
 AN0475
 AN0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0475'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0476 ***********************************************************************
 AN0476  DESIGNATION -  BLOOM AZ MK
 AN0476  PID         -  AN0476
 AN0476  STATE/COUNTY-  TX/VICTORIA
 AN0476  USGS QUAD   -  BLOOMINGTON (1995)
 AN0476
 AN0476                         *CURRENT SURVEY CONTROL
 AN0476  ___________________________________________________________________
 AN0476* NAD 83(1986)-  28 39 42.     (N)    096 53 19.     (W)     SCALED    
 AN0476* NAVD 88     -        18.23   (+/-2cm)      59.8    (feet)  VERTCON   
 AN0476  ___________________________________________________________________
 AN0476  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0476
 AN0476  VERT ORDER  -  THIRD (See Below)
 AN0476
 AN0476.The horizontal coordinates were scaled from a topographic map and have
 AN0476.an estimated accuracy of +/- 6 seconds.
 AN0476
 AN0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0476.The vertical order pertains to the NGVD 29 superseded value.
 AN0476
 AN0476.The geoid height was determined by GEOID03.
 AN0476
 AN0476;                    North         East    Units  Estimated Accuracy
 AN0476;SPC TXSC     - 4,093,670.      806,370.      MT  (+/- 180 meters Scaled)
 AN0476
 AN0476                          SUPERSEDED SURVEY CONTROL
 AN0476
 AN0476  NGVD 29 (??/??/??)   18.36   (m)           60.2    (f) RESET       3  
 AN0476
 AN0476.Superseded values are not recommended for survey control.
 AN0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0476.See file dsdata.txt to determine how the superseded data were derived.
 AN0476
 AN0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS063723(NAD 83)
 AN0476_MARKER: DZ = AZIMUTH MARK DISK
 AN0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0476_STAMPING: BLOOM 1943
 AN0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0476+STABILITY: SURFACE MOTION
 AN0476
 AN0476  HISTORY     - Date     Condition        Report By
 AN0476  HISTORY     - 1943     MONUMENTED       CGS
 AN0476  HISTORY     - 1950     GOOD             NGS
 AN0476  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0476
 AN0476                          STATION DESCRIPTION
 AN0476
 AN0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0476'1.65 MI N FROM BLOOMINGTON.
 AN0476'0.8 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 AN0476'BLOOMINGTON, THENCE 0.6 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE
 AN0476'0.25 MILE SOUTHWEST ALONG A GRAVELED ROAD, AT A JUNCTION WITH A ROAD
 AN0476'LEADING NORTHWEST TO AN OIL WELL, 23 FEET NORTHWEST OF THE CENTER LINE
 AN0476'OF A NORTHEAST AND SOUTHWEST ROAD, 16 FEET NORTHEAST OF THE CENTER
 AN0476'LINE OF THE ROAD LEADING NORTHWEST, 8 FEET NORTHEAST OF THE EAST
 AN0476'CORNER OF A CATTLE GUARD, 1.3 FEET NORTHEAST OF A POWER POLE, 0.6 FOOT
 AN0476'NORTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 AN0476'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AN0476'NOTE-- THIS MARK IS 0.38 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM
 AN0476'TRIANGULATION STATION BLOOM 1943.
 AN0476
 AN0476                          STATION RECOVERY (1978)
 AN0476
 AN0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0476'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0474 ***********************************************************************
 AN0474  DESIGNATION -  BLOOM RM 1
 AN0474  PID         -  AN0474
 AN0474  STATE/COUNTY-  TX/VICTORIA
 AN0474  USGS QUAD   -  BLOOMINGTON (1995)
 AN0474
 AN0474                         *CURRENT SURVEY CONTROL
 AN0474  ___________________________________________________________________
 AN0474* NAD 83(1986)-  28 39 53.     (N)    096 52 59.     (W)     SCALED    
 AN0474* NAVD 88     -        18.23   (+/-2cm)      59.8    (feet)  VERTCON   
 AN0474  ___________________________________________________________________
 AN0474  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0474
 AN0474  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0474
 AN0474.The horizontal coordinates were scaled from a topographic map and have
 AN0474.an estimated accuracy of +/- 6 seconds.
 AN0474
 AN0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0474.The vertical order pertains to the NGVD 29 superseded value.
 AN0474
 AN0474.The geoid height was determined by GEOID03.
 AN0474
 AN0474;                    North         East    Units  Estimated Accuracy
 AN0474;SPC TXSC     - 4,094,020.      806,910.      MT  (+/- 180 meters Scaled)
 AN0474
 AN0474                          SUPERSEDED SURVEY CONTROL
 AN0474
 AN0474  NGVD 29 (??/??/92)   18.353  (m)           60.21   (f) ADJ UNCH    1 2
 AN0474
 AN0474.Superseded values are not recommended for survey control.
 AN0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0474.See file dsdata.txt to determine how the superseded data were derived.
 AN0474
 AN0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS068726(NAD 83)
 AN0474_MARKER: DR = REFERENCE MARK DISK
 AN0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0474_STAMPING: BLOOM NO 1 1943
 AN0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0474+STABILITY: SURFACE MOTION
 AN0474
 AN0474  HISTORY     - Date     Condition        Report By
 AN0474  HISTORY     - 1943     MONUMENTED       CGS
 AN0474  HISTORY     - 1950     GOOD             NGS
 AN0474  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0474
 AN0474                          STATION DESCRIPTION
 AN0474
 AN0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0474'1.55 MI N FROM BLOOMINGTON.
 AN0474'0.8 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 AN0474'BLOOMINGTON, THENCE 0.6 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE
 AN0474'0.15 MILE NORTHEAST ALONG A GRAVELED ROAD, 127 FEET SOUTH OF THE SOUTH
 AN0474'CORNER OF A SMALL HOUSE, 20 FEET NORTHWEST OF THE CENTER LINE OF THE
 AN0474'ROAD, 70.8 FEET EAST OF TRIANGULATION STATION BLOOM 1943, 66 FEET
 AN0474'NORTHEAST OF A POWER POLE, 1.3 FEET NORTHWEST OF A FENCE, 2.5 FEET
 AN0474'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AN0474'PROJECTS 1 FOOT ABOVE THE GROUND.
 AN0474
 AN0474                          STATION RECOVERY (1978)
 AN0474
 AN0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0474'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0473 ***********************************************************************
 AN0473  DESIGNATION -  BLOOM RM 2
 AN0473  PID         -  AN0473
 AN0473  STATE/COUNTY-  TX/VICTORIA
 AN0473  USGS QUAD   -  BLOOMINGTON (1995)
 AN0473
 AN0473                         *CURRENT SURVEY CONTROL
 AN0473  ___________________________________________________________________
 AN0473* NAD 83(1986)-  28 39 51.     (N)    096 53 01.     (W)     SCALED    
 AN0473* NAVD 88     -        17.91   (+/-2cm)      58.8    (feet)  VERTCON   
 AN0473  ___________________________________________________________________
 AN0473  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0473
 AN0473  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0473
 AN0473.The horizontal coordinates were scaled from a topographic map and have
 AN0473.an estimated accuracy of +/- 6 seconds.
 AN0473
 AN0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0473.The vertical order pertains to the NGVD 29 superseded value.
 AN0473
 AN0473.The geoid height was determined by GEOID03.
 AN0473
 AN0473;                    North         East    Units  Estimated Accuracy
 AN0473;SPC TXSC     - 4,093,950.      806,860.      MT  (+/- 180 meters Scaled)
 AN0473
 AN0473                          SUPERSEDED SURVEY CONTROL
 AN0473
 AN0473  NGVD 29 (??/??/92)   18.039  (m)           59.18   (f) ADJ UNCH    1 2
 AN0473
 AN0473.Superseded values are not recommended for survey control.
 AN0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0473.See file dsdata.txt to determine how the superseded data were derived.
 AN0473
 AN0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS068726(NAD 83)
 AN0473_MARKER: DR = REFERENCE MARK DISK
 AN0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0473_STAMPING: BLOOM NO 2 1943
 AN0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0473+STABILITY: SURFACE MOTION
 AN0473
 AN0473  HISTORY     - Date     Condition        Report By
 AN0473  HISTORY     - 1943     MONUMENTED       CGS
 AN0473  HISTORY     - 1950     GOOD             NGS
 AN0473  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0473
 AN0473                          STATION DESCRIPTION
 AN0473
 AN0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0473'1.55 MI N FROM BLOOMINGTON.
 AN0473'0.8 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 AN0473'BLOOMINGTON, THENCE 0.6 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE
 AN0473'0.15 MILE NORTHEAST ALONG A GRAVELED ROAD, 100.5 FEET SOUTH OF
 AN0473'TRIANGULATION STATION BLOOM 1943, 90 FEET SOUTHWEST OF A POWER POLE,
 AN0473'21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTHWEST
 AN0473'OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AN0473'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AN0473
 AN0473                          STATION RECOVERY (1978)
 AN0473
 AN0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0473'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1220 ***********************************************************************
 DM1220  DESIGNATION -  BLOOMBURG
 DM1220  PID         -  DM1220
 DM1220  STATE/COUNTY-  TX/CASS
 DM1220  USGS QUAD   -  BLOOMBURG (1969)
 DM1220
 DM1220                         *CURRENT SURVEY CONTROL
 DM1220  ___________________________________________________________________
 DM1220* NAD 83(1993)-  33 09 03.15725(N)    094 02 58.70920(W)     ADJUSTED  
 DM1220* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 DM1220  ___________________________________________________________________
 DM1220  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DM1220  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DM1220
 DM1220  HORZ ORDER  -  FIRST
 DM1220
 DM1220.The horizontal coordinates were established by classical geodetic methods
 DM1220.and adjusted by the National Geodetic Survey in September 1999..
 DM1220
 DM1220.The orthometric height was scaled from a topographic map.
 DM1220
 DM1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1220
 DM1220.The geoid height was determined by GEOID03.
 DM1220
 DM1220;                    North         East     Units Scale Factor Converg.
 DM1220;SPC TXNC     - 2,173,375.783 1,015,014.579   MT  0.99987412   +2 25 37.9
 DM1220;SPC TXNC     - 7,130,483.71  3,330,093.66   sFT  0.99987412   +2 25 37.9
 DM1220;SPC AR S     -   455,620.631   208,786.911   MT  1.00003641   -1 08 49.8
 DM1220;SPC AR S     - 1,494,815.35    684,995.06   sFT  1.00003641   -1 08 49.8
 DM1220;UTM  15      - 3,668,503.744   402,111.879   MT  0.99971814   -0 34 26.5
 DM1220
 DM1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1220!SPC TXNC     -   0.99998597  x   0.99987412  =   0.99986010
 DM1220!SPC AR S     -   0.99998597  x   1.00003641  =   1.00002238
 DM1220!UTM  15      -   0.99998597  x   0.99971814  =   0.99970412
 DM1220
 DM1220:                Primary Azimuth Mark                     Grid Az
 DM1220:SPC TXNC     -  BLOOMBURG AZ MK                          175 34 04.4
 DM1220:SPC AR S     -  BLOOMBURG AZ MK                          179 08 32.1
 DM1220:UTM  15      -  BLOOMBURG AZ MK                          178 34 08.8
 DM1220
 DM1220|---------------------------------------------------------------------|
 DM1220| PID    Reference Object                     Distance      Geod. Az  |
 DM1220|                                                           dddmmss.s |
 DM1220| CX5036 BLOOMBURG AZ MK                                    1775942.3 |
 DM1220| CX5037 BLOOMBURG RM 1                       53.346 METERS 24301     |
 DM1220| CX5038 BLOOMBURG RM 2                      131.208 METERS 34926     |
 DM1220|---------------------------------------------------------------------|
 DM1220
 DM1220                          SUPERSEDED SURVEY CONTROL
 DM1220
 DM1220  NAD 83(1993)-  33 09 03.16286(N)    094 02 58.70786(W) AD(       ) 1
 DM1220  NAD 83(1993)-  33 09 03.16458(N)    094 02 58.70111(W) AD(       ) 1
 DM1220  NAD 83(1986)-  33 09 03.16496(N)    094 02 58.69868(W) AD(       ) 1
 DM1220  NAD 27      -  33 09 02.69400(N)    094 02 58.03600(W) AD(       ) 1
 DM1220
 DM1220.Superseded values are not recommended for survey control.
 DM1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1220.See file dsdata.txt to determine how the superseded data were derived.
 DM1220
 DM1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0211268504(NAD 83)
 DM1220_MARKER: DS = TRIANGULATION STATION DISK
 DM1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1220
 DM1220  HISTORY     - Date     Condition        Report By
 DM1220  HISTORY     - 1930     MONUMENTED       CGS
 DM1220  HISTORY     - 1935     GOOD             TSI
 DM1220  HISTORY     - 1937     GOOD             TXHD
 DM1220  HISTORY     - 1950     GOOD             CGS
 DM1220  HISTORY     - 1951     GOOD             CGS
 DM1220
 DM1220                          STATION DESCRIPTION
 DM1220
 DM1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1220'ABOUT 10 MILES E OF ATLANTA, 1.1 MILE AIR LINE NE OF THE TOWN
 DM1220'OF BLOOMBURG, IN A SANDY CULTIVATED FIELD OWNED BY W.E. ROBINSON,
 DM1220'AND ABOUT 150 METERS (492 FEET) S BY E OF HIS HOUSE.
 DM1220'
 DM1220'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DM1220'DISKS SET IN CONCRETE.
 DM1220'
 DM1220'SURFACE MARK IS 1 FOOT BELOW SURFACE OF GROUND.
 DM1220'
 DM1220'REFERENCE MARK NO. 1 IS 3 METERS (10 FEET) E OF ROAD TO HOUSE,
 DM1220'AND 53.38 METERS (175.1 FEET) FROM STATION.
 DM1220'
 DM1220'REFERENCE MARK NO. 2 IS ABOUT 30 METERS (98 FEET) S OF HOUSE,
 DM1220'4 METERS (13 FEET) S OF WELL, AND 131.2 METERS (430 FEET) FROM
 DM1220'STATION.
 DM1220'
 DM1220'TO REACH FROM BLOOMBURG TO NE 0.5 MILE TO WHERE ROAD TURNS E
 DM1220'THENCE N ON DIM ROAD TO T-INTERSECTION, AND THERE TAKE RIGHT-HAND
 DM1220'FORK 0.3 MILE TO ROBINSONS HOUSE.  STATION IS ABOUT 50 METERS (164
 DM1220'FEET) E OF ROAD LEADING TO HOUSE.
 DM1220
 DM1220                          STATION RECOVERY (1935)
 DM1220
 DM1220'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1935
 DM1220'STATION IN GOOD CONDITION.  ORIGINAL DESCRIPTION GOOD.  WE
 DM1220'MARKED THE STATION WITH A LIME L THAT WILL PROBABLY REMAIN
 DM1220'IN EVIDENCE FOR SEVERAL YEARS.  THE L IS 50 BY 30 BY 15
 DM1220'FEET AND THE STATION IS ON THE OUTSIDE CORNER OF THE L.
 DM1220
 DM1220                          STATION RECOVERY (1937)
 DM1220
 DM1220'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1220'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 DM1220'IN GOOD CONDITION.
 DM1220'
 DM1220'THE STATION WAS REACHED FROM THE INTERSECTION OF MAIN STREET
 DM1220'AND KANSAS CITY SOUTHERN RAILWAY TRACKS IN BLOOMBURG, BY
 DM1220'GOING E 0.09 MILE AND N ON STREET FOR 0.29 OF A MILE, THEN
 DM1220'E FOR 0.33 OF A MILE, THEN N FOR 0.12 OF A MILE, FROM WHICH
 DM1220'POINT A DIM ROAD CONTINUES N.  FOLLOW THIS DIM ROAD FOR 0.3
 DM1220'OF A MILE TO WHERE IT TURNS W.  FROM THIS POINT, TAKE DIM
 DM1220'TRAIL LEADING NE FOR 0.06 MILE AND THEN N FOR 0.18 OF A MILE
 DM1220'TO REFERENCE MARK NO. 1 AND STATION.
 DM1220
 DM1220                          STATION RECOVERY (1950)
 DM1220
 DM1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 DM1220'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 DM1220'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 DM1220'AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A
 DM1220'NEW AND COMPLETE DESCRIPTION.
 DM1220'
 DM1220'THE STATION IS LOCATED ABOUT 1.1 MILES NORTHEAST OF BLOOMBURG
 DM1220'ON THE HIGHEST POINT OF A PROMINENT SANDY RIDGE IN A CULTIVATED
 DM1220'FIELD AND ON LAND OWNED BY THE ROBINSON HEIRS.  IT IS 187
 DM1220'FEET EAST OF TRACK ROAD AND 490 FEET SOUTH OF OLD BUILDING.
 DM1220'IT IS STAMPED BLOOMBURG 1930 AND SET 10 INCHES BELOW THE
 DM1220'GROUND SURFACE.
 DM1220'
 DM1220'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 12 FEET
 DM1220'EAST OF THE TRACK ROAD, SET IN THE NORTH-SOUTH ROW OF TREES.
 DM1220'IT IS STAMPED BLOOMBURG NO 1 1930 AND PROJECTS 3 INCHES.
 DM1220'
 DM1220'REFERENCE MARK NO 2 IS NORTH OF THE STATION NEAR THE CENTER
 DM1220'OF THE RIDGE ABOUT 60 FEET EAST-SOUTHEAST OF OLD BUILDING.
 DM1220'IT IS STAMPED BLOOMBURG NO 2 1930 AND PROJECTS 10 INCHES.
 DM1220'
 DM1220'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION, 16
 DM1220'FEET NORTH OF THE CENTER OF EAST-WEST ROAD AND 1/2 FOOT
 DM1220'SOUTH OF WIRE FENCE LINE.  IT IS STAMPED BLOOMBURG 1950
 DM1220'AND PROJECTS 4 INCHES.
 DM1220'
 DM1220'TO REACH THE STATION FROM THE MAIN INTERSECTION IN BLOOMBURG,
 DM1220'GO EAST ON MAIN STREET FOR 2 BLOCKS, TURN LEFT AND GO NORTH
 DM1220'ON DIRT ROAD FOR 0.35 MILE TO SIDE ROAD RIGHT, TURN RIGHT
 DM1220'AND GO EAST FOR 0.35 MILE TO THE AZIMUTH MARK ON THE NORTH SIDE
 DM1220'AS DESCRIBED, CONTINUE EAST FOR 0.4 MILE TO SIDE ROAD LEFT,
 DM1220'TURN LEFT AND GO NORTH FOR 0.85 MILE TO A LITTLE USED TRACK
 DM1220'ROAD LEFT, TURN LEFT AND FOLLOW DIM TRACK ROAD WEST FOR
 DM1220'0.2 MILE TO WIRE GATE, PASS THROUGH GATE AND GO ABOUT 50
 DM1220'FEET TO ANOTHER WIRE GATE, PASS THROUGH GATE AND FOLLOW TRACK
 DM1220'ROAD IN A SOUTHERLY DIRECTION THROUGH WOODS FOR 0.3 MILE TO A
 DM1220'FORK ABOUT 100 YARDS NORTH OF VACANT HOUSE, BEAR RIGHT UP
 DM1220'GRADE FOR 0.1 MILE TO A BOARD GATE, PASS THROUGH GATE AND
 DM1220'CONTINUE ON TRACK ROAD FOR 0.1 MILE TO NORTH END OF
 DM1220'ROW OF TREES, TURN LEFT ACROSS FIELD FOR 0.05 MILE TO THE
 DM1220'STATION AS DESCRIBED.
 DM1220'
 DM1220'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 DM1220
 DM1220                          STATION RECOVERY (1951)
 DM1220
 DM1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1220'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE
 DM1220'IN GOOD CONDITION.  THE 1950 RECOVERY NOTE WAS FOUND TO BE
 DM1220'CORRECT AND ADEQUATE.
 DM1220'
 DM1220'THE STATION MARK IS ABOUT 10 INCHES BELOW THE SURFACE OF
 DM1220'THE GROUND AND THE DISK IS STAMPED BLOOMBURG 1930.
 DM1220'
 DM1220'REFERENCE MARK NO. 1 IS STAMPED BLOOMBURG NO 1 1930.
 DM1220'
 DM1220'REFERENCE MARK NO. 2 IS STAMPED BLOOMBURG NO 2 1930.
 DM1220'
 DM1220'THE AZIMUTH MARK IS STAMPED BLOOMBURG 1950.
 DM1220'
 DM1220'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DM1220'SQUARE CONCRETE POSTS.
 DM1220'
 DM1220'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2700 ***********************************************************************
 CS2700  DESIGNATION -  BLOOMING GROVE
 CS2700  PID         -  CS2700
 CS2700  STATE/COUNTY-  TX/NAVARRO
 CS2700  USGS QUAD   -  BLOOMING GROVE (1965)
 CS2700
 CS2700                         *CURRENT SURVEY CONTROL
 CS2700  ___________________________________________________________________
 CS2700* NAD 83(1993)-  32 05 36.46922(N)    096 42 59.58348(W)     ADJUSTED  
 CS2700* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 CS2700  ___________________________________________________________________
 CS2700  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 CS2700  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CS2700
 CS2700  HORZ ORDER  -  SECOND
 CS2700
 CS2700.The horizontal coordinates were established by classical geodetic methods
 CS2700.and adjusted by the National Geodetic Survey in February 1996..
 CS2700
 CS2700.The orthometric height was scaled from a topographic map.
 CS2700
 CS2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2700
 CS2700.The geoid height was determined by GEOID03.
 CS2700
 CS2700;                    North         East     Units Scale Factor Converg.
 CS2700;SPC TXNC     - 2,048,758.149   768,346.340   MT  1.00001128   +0 58 21.7
 CS2700;SPC TXNC     - 6,721,634.03  2,520,816.28   sFT  1.00001128   +0 58 21.7
 CS2700;UTM  14      - 3,553,077.685   715,489.918   MT  1.00017270   +1 12 49.2
 CS2700
 CS2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2700!SPC TXNC     -   0.99997534  x   1.00001128  =   0.99998662
 CS2700!UTM  14      -   0.99997534  x   1.00017270  =   1.00014803
 CS2700
 CS2700|---------------------------------------------------------------------|
 CS2700| PID    Reference Object                     Distance      Geod. Az  |
 CS2700|                                                           dddmmss.s |
 CS2700| CS2699 BLOOMING GROVE MUNICIPAL TANK       212.413 METERS 06546     |
 CS2700| CX9761 BLOOMING GROVE RM 1                  22.338 METERS 08020     |
 CS2700| CX9762 BLOOMING GROVE RM 2                  28.914 METERS 20559     |
 CS2700| CX9760 BLOOMING GROVE AZ MK                               2163004.4 |
 CS2700|---------------------------------------------------------------------|
 CS2700
 CS2700                          SUPERSEDED SURVEY CONTROL
 CS2700
 CS2700  NAD 83(1986)-  32 05 36.47794(N)    096 42 59.56344(W) AD(       ) 2
 CS2700  NAD 27      -  32 05 35.92900(N)    096 42 58.59400(W) AD(       ) 2
 CS2700
 CS2700.Superseded values are not recommended for survey control.
 CS2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2700.See file dsdata.txt to determine how the superseded data were derived.
 CS2700
 CS2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1549053078(NAD 83)
 CS2700_MARKER: DS = TRIANGULATION STATION DISK
 CS2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2700
 CS2700  HISTORY     - Date     Condition        Report By
 CS2700  HISTORY     - 1948     MONUMENTED       CGS
 CS2700  HISTORY     - 1949     GOOD             CGS
 CS2700  HISTORY     - 1966     GOOD             LOCSUR
 CS2700  HISTORY     - 1969     MARK NOT FOUND   CGS
 CS2700  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS2700
 CS2700                          STATION DESCRIPTION
 CS2700
 CS2700'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2700'STATION IS LOCATED IN THE TOWN OF BLOOMING GROVE ON PROPERTY
 CS2700'OF THE CITY PARK AND PLAYGROUND AND IS DIRECTLY ACROSS THE
 CS2700'STREET FROM THE SHOW AND FAIR BARNS.  STATION IS 77 FEET
 CS2700'NORTHWEST OF THE APPROXIMATE CENTERLINE OF DIRT STREET.  THE
 CS2700'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BLOOMING
 CS2700'GROVE 1948.
 CS2700'
 CS2700'REFERENCE MARK NO. 1 IS 73.50 FEET EAST OF STATION, 65 FEET
 CS2700'WEST OF INTERSECTION OF CROSS STREET, 33 FEET NORTHWEST OF
 CS2700'THE APPROXIMATE CENTERLINE OF DIRT STREET AND 2 FEET SOUTHWEST
 CS2700'OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 CS2700'THE DISK IS STAMPED BLOOMING GROVE NO 1 1948.
 CS2700'
 CS2700'REFERENCE MARK NO. 2 IS 94.86 FEET SOUTH OF STATION, 43 FEET
 CS2700'NORTHWEST OF THE APPROXIMATE CENTERLINE OF DIRT STREET AND
 CS2700'3 FEET NORTHWEST OF HEDGE.  THE MARK PROJECTS ABOUT 3 INCHES
 CS2700'AND THE DISK IS STAMPED BLOOMING GROVE NO 2 1948.
 CS2700'
 CS2700'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SOUTH OF STATION, 81
 CS2700'FEET EAST SOUTH EAST OF APPROXIMATE CENTERLINE OF TRACK ROAD,
 CS2700'6 FEET NORTH OF A TELEPHONE POLE AND 5 FEET NORTH OF A SMALL
 CS2700'TIN BUILDING.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 CS2700'IS STAMPED BLOOMING GROVE 1948.
 CS2700'
 CS2700'TO REACH STATION FROM THE POST OFFICE IN BLOOMING GROVE GO
 CS2700'NORTHWEST ON THE MAIN STREET FOR .075 MILE TO CROSS STREET.
 CS2700'TURN RIGHT AND GO NORTHEAST FOR 0.05 MILE TO STATION ON LEFT
 CS2700'OR NORTHWEST SIDE OF STREET AS DESCRIBED.
 CS2700'
 CS2700'TO REACH AZIMUTH FROM STATION GO SOUTHWEST CROSSING MAIN
 CS2700'STREET FOR 0.2 MILE TO AZIMUTH ON LEFT BY SMALL BUILDING AS
 CS2700'DESCRIBED.
 CS2700'
 CS2700'A 74 FOOT SIGNAL AT STATION RALEIGH IS VISIBLE AT 37 FEET.
 CS2700'
 CS2700'A 74 FOOT SIGNAL AT STATION FROST IS VISIBLE AT 37 FEET.
 CS2700'
 CS2700'A 74 FOOT SIGNAL AT STATION AVALON IS VISIBLE AT 37 FEET.
 CS2700'
 CS2700'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2700
 CS2700                          STATION RECOVERY (1949)
 CS2700
 CS2700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2700'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CS2700'TO BE IN GOOD CONDITION.  THE DISTANCE IN FEET TO REFERENCE
 CS2700'MARK NO. 1 WAS FOUND TO BE IN ERROR.
 CS2700
 CS2700                          STATION RECOVERY (1966)
 CS2700
 CS2700'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966 (WJB)
 CS2700'STATION AND R.M. 1 FOUND IN GOOD CONDITION.  R.M. 2 CONCRETE
 CS2700'BLOCK IN PLACE, BUT THE BRONZE DISK IS GONE.  AZIMUTH MARK
 CS2700'WAS NOT LOCATED.  NOT VISIBLE GROUND TO GROUND.
 CS2700
 CS2700                          STATION RECOVERY (1969)
 CS2700
 CS2700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS2700'THE STATION MARK WAS NOT FOUND.  IT IS BELIEVED THE UNDER
 CS2700'GROUND MARK IS GONE AS A LARGE GAS LINE HAS BEEN LAYED AT
 CS2700'THE STATION SITE.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 CS2700'REFERENCE MARK NO. 1 WAS FOUND TO BE IN POOR CONDITION.  THE
 CS2700'MARK APPEARED TO HAVE BEEN MOVED.  AZIMUTH MARK WAS SEARCHED
 CS2700'FOR BUT NOT FOUND.  ALL BUILDINGS MENTIONED IN THE ORIGINAL
 CS2700'DESCRIPTION ARE GONE.
 CS2700'
 CS2700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BLOOMING
 CS2700'GROVE
 CS2700
 CS2700                          STATION RECOVERY (2002)
 CS2700
 CS2700'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 CS2700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2699 ***********************************************************************
 CS2699  DESIGNATION -  BLOOMING GROVE MUNICIPAL TANK
 CS2699  PID         -  CS2699
 CS2699  STATE/COUNTY-  TX/NAVARRO
 CS2699  USGS QUAD   -  BLOOMING GROVE (1965)
 CS2699
 CS2699                         *CURRENT SURVEY CONTROL
 CS2699  ___________________________________________________________________
 CS2699* NAD 83(1993)-  32 05 39.30030(N)    096 42 52.19684(W)     ADJUSTED  
 CS2699* NAVD 88     -                                                        
 CS2699  ___________________________________________________________________
 CS2699  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 CS2699  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CS2699
 CS2699  HORZ ORDER  -  THIRD
 CS2699
 CS2699.The horizontal coordinates were established by classical geodetic methods
 CS2699.and adjusted by the National Geodetic Survey in February 1996..
 CS2699
 CS2699
 CS2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2699
 CS2699.The geoid height was determined by GEOID03.
 CS2699
 CS2699;                    North         East     Units Scale Factor Converg.
 CS2699;SPC TXNC     - 2,048,848.631   768,538.521   MT  1.00001105   +0 58 25.7
 CS2699;SPC TXNC     - 6,721,930.88  2,521,446.80   sFT  1.00001105   +0 58 25.7
 CS2699;UTM  14      - 3,553,168.990   715,681.747   MT  1.00017372   +1 12 53.2
 CS2699
 CS2699                          SUPERSEDED SURVEY CONTROL
 CS2699
 CS2699  NAD 83(1986)-  32 05 39.30909(N)    096 42 52.17688(W) AD(       ) 4
 CS2699  NAD 27      -  32 05 38.76300(N)    096 42 51.20100(W) AD(       ) 3
 CS2699
 CS2699.Superseded values are not recommended for survey control.
 CS2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2699.See file dsdata.txt to determine how the superseded data were derived.
 CS2699
 CS2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1568253169(NAD 83)
 CS2699_MARKER: 53 = ELEVATED TANK
 CS2699
 CS2699  HISTORY     - Date     Condition        Report By
 CS2699  HISTORY     - 1948     FIRST OBSERVED   CGS
 CS2699  HISTORY     - 1949     GOOD             CGS
 CS2699  HISTORY     - 20020824 GOOD             USPSQD
 CS2699
 CS2699                          STATION DESCRIPTION
 CS2699
 CS2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2699'STATION IS LOCATED IN THE NORTHEAST PART OF THE TOWN OF
 CS2699'BLOOMING GROVE ON CITY PROPERTY.  STATION IS 34 PACES SOUTHEAST
 CS2699'OF OUTDOOR WEIGHING STATION.  STATION IS 110 FEET HIGH, 24
 CS2699'FEET SQUARE AT BASE, WITH AN 8 INCH PIPE IN THE CENTER.
 CS2699'STATION HAS FOUR STEEL LEGS AND IS ALUMINUM IN COLOR.
 CS2699'
 CS2699'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CS2699'
 CS2699'TO REACH FROM THE POST OFFICE IN BLOOMING GROVE GO NORTHWEST
 CS2699'ON MAIN STREET FOR .075 MILE TO CROSS STREET.  TURN RIGHT
 CS2699'AND GO NORTHEAST FOR 0.2 MILE TO GRAIN ELEVATOR ON LEFT
 CS2699'AND STATION ON RIGHT.
 CS2699
 CS2699                          STATION RECOVERY (1949)
 CS2699
 CS2699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2699'STATION WAS VISITED AND FOUND TO BE IN GOOD CONDITION AND
 CS2699'TO CHECK WITH THE 1948 DESCRIPTION.
 CS2699
 CS2699                          STATION RECOVERY (2002)
 CS2699
 CS2699'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 CS2699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0380 ***********************************************************************
 DM0380  DESIGNATION -  BLOSSOM
 DM0380  PID         -  DM0380
 DM0380  STATE/COUNTY-  TX/LAMAR
 DM0380  USGS QUAD   -  BLOSSOM (1964)
 DM0380
 DM0380                         *CURRENT SURVEY CONTROL
 DM0380  ___________________________________________________________________
 DM0380* NAD 83(1986)-  33 39 34.     (N)    095 23 08.     (W)     SCALED    
 DM0380* NAVD 88     -       164.330  (meters)     539.14   (feet)  ADJUSTED  
 DM0380  ___________________________________________________________________
 DM0380  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DM0380  DYNAMIC HT  -         164.159 (meters)     538.58  (feet)  COMP
 DM0380  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 DM0380
 DM0380  VERT ORDER  -  SECOND    CLASS 0
 DM0380
 DM0380.The horizontal coordinates were scaled from a topographic map and have
 DM0380.an estimated accuracy of +/- 6 seconds.
 DM0380
 DM0380.The orthometric height was determined by differential leveling
 DM0380.and adjusted by the National Geodetic Survey in June 1991..
 DM0380
 DM0380.The geoid height was determined by GEOID03.
 DM0380
 DM0380.The dynamic height is computed by dividing the NAVD 88
 DM0380.geopotential number by the normal gravity value computed on the
 DM0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0380.degrees latitude (g = 980.6199 gals.).
 DM0380
 DM0380.The modeled gravity was interpolated from observed gravity values.
 DM0380
 DM0380;                    North         East    Units  Estimated Accuracy
 DM0380;SPC TXNC     - 2,225,270.      888,810.      MT  (+/- 180 meters Scaled)
 DM0380
 DM0380                          SUPERSEDED SURVEY CONTROL
 DM0380
 DM0380  NGVD 29 (??/??/92)  164.310  (m)          539.07   (f) ADJ UNCH    2 0
 DM0380
 DM0380.Superseded values are not recommended for survey control.
 DM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0380.See file dsdata.txt to determine how the superseded data were derived.
 DM0380
 DM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT787269(NAD 83)
 DM0380_MARKER: DB = BENCH MARK DISK
 DM0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0380_SP_SET: FOUNDATION
 DM0380_STAMPING: BLOSSOM 1934
 DM0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0380
 DM0380  HISTORY     - Date     Condition        Report By
 DM0380  HISTORY     - 1934     MONUMENTED       CGS
 DM0380  HISTORY     - 1942     GOOD             NGS
 DM0380  HISTORY     - 19950608 GOOD             USPSQD
 DM0380
 DM0380                          STATION DESCRIPTION
 DM0380
 DM0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0380'IN BLOSSOM.
 DM0380'DISK IS SET VERTICALLY IN THE NE CORNER OF CONCRETE FOUNDATION OF
 DM0380'SCHOOL BUILDING.  JUST BELOW THE CORNER STONE ON N SIDE OF BUILDING.
 DM0380
 DM0380                          STATION RECOVERY (1942)
 DM0380
 DM0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 DM0380'RECOVERED IN GOOD CONDITION.
 DM0380
 DM0380                          STATION RECOVERY (1995)
 DM0380
 DM0380'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1352 ***********************************************************************
 DM1352  DESIGNATION -  BLOSSOM 2
 DM1352  PID         -  DM1352
 DM1352  STATE/COUNTY-  TX/LAMAR
 DM1352  USGS QUAD   -  BLOSSOM (1964)
 DM1352
 DM1352                         *CURRENT SURVEY CONTROL
 DM1352  ___________________________________________________________________
 DM1352* NAD 83(1993)-  33 37 42.56633(N)    095 23 36.53431(W)     ADJUSTED  
 DM1352* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 DM1352  ___________________________________________________________________
 DM1352  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DM1352  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM1352
 DM1352  HORZ ORDER  -  THIRD
 DM1352
 DM1352.The horizontal coordinates were established by classical geodetic methods
 DM1352.and adjusted by the National Geodetic Survey in February 1996..
 DM1352
 DM1352.The orthometric height was scaled from a topographic map.
 DM1352
 DM1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1352
 DM1352.The geoid height was determined by GEOID03.
 DM1352
 DM1352;                    North         East     Units Scale Factor Converg.
 DM1352;SPC TXNC     - 2,221,812.109   888,174.228   MT  0.99992318   +1 41 39.4
 DM1352;SPC TXNC     - 7,289,395.23  2,913,951.61   sFT  0.99992318   +1 41 39.4
 DM1352;UTM  15      - 3,723,534.039   277,984.405   MT  1.00020771   -1 19 33.8
 DM1352
 DM1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1352!SPC TXNC     -   0.99997768  x   0.99992318  =   0.99990087
 DM1352!UTM  15      -   0.99997768  x   1.00020771  =   1.00018539
 DM1352
 DM1352:                Primary Azimuth Mark                     Grid Az
 DM1352:SPC TXNC     -  BLOSSOM MUNICIPAL TANK                   013 33 56.4
 DM1352:UTM  15      -  BLOSSOM MUNICIPAL TANK                   016 35 09.6
 DM1352
 DM1352|---------------------------------------------------------------------|
 DM1352| PID    Reference Object                     Distance      Geod. Az  |
 DM1352|                                                           dddmmss.s |
 DM1352| DM1344 BLOSSOM MUNICIPAL TANK              APPROX. 3.6 KM 0151535.8 |
 DM1352| CX9763 BLOSSOM AZ MK                                      0220138.2 |
 DM1352| CX9766 BLOSSOM 2 RM 1                       26.005 METERS 07029     |
 DM1352| DM1351 BLOSSOM                               5.105 METERS 09718     |
 DM1352| CX9767 BLOSSOM 2 RM 2                       38.385 METERS 14010     |
 DM1352| DM1349 AIRPORT BEACON PARIS MUN APT        APPROX. 6.0 KM 2791637.0 |
 DM1352|---------------------------------------------------------------------|
 DM1352
 DM1352                          SUPERSEDED SURVEY CONTROL
 DM1352
 DM1352  NAD 83(1993)-  33 37 42.56727(N)    095 23 36.53344(W) AD(       ) 3
 DM1352  NAD 83(1986)-  33 37 42.57309(N)    095 23 36.52284(W) AD(       ) 3
 DM1352  NAD 27      -  33 37 42.19000(N)    095 23 35.69300(W) AD(       ) 3
 DM1352
 DM1352.Superseded values are not recommended for survey control.
 DM1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1352.See file dsdata.txt to determine how the superseded data were derived.
 DM1352
 DM1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7798423534(NAD 83)
 DM1352_MARKER: DS = TRIANGULATION STATION DISK
 DM1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1352
 DM1352  HISTORY     - Date     Condition        Report By
 DM1352  HISTORY     - 1954     MONUMENTED       CGS
 DM1352  HISTORY     - 1957     GOOD             CGS
 DM1352  HISTORY     - 1965     GOOD             CGS
 DM1352  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM1352
 DM1352                          STATION DESCRIPTION
 DM1352
 DM1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JL)
 DM1352'STATION IS ABOUT 2-1/2 MILES SOUTH-SOUTHWEST OF BLOSSOM,
 DM1352'ON THE EAST EDGE OF A CULTIVATED FIELD AT THE TOP OF A LOW
 DM1352'DIVIDE AND ABOUT 0.3 MILE SOUTH OF THE CURVE IN THE ROAD
 DM1352'FROM WEST TO SOUTH.  IT IS IN THE WEST RIGHT-OF-WAY LINE
 DM1352'OF F.M. ROAD NO. 196.  A STANDARD DISK STAMPED BLOSSOM 2
 DM1352'1954 SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 DM1352'ABOVE THE GROUND.
 DM1352'
 DM1352'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BLOSSOM 2
 DM1352'NO 1 1954 SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES
 DM1352'ABOVE GROUND.  IT IS IN THE EAST RIGHT-OF-WAY LINE OF
 DM1352'THE HIGHWAY.
 DM1352'
 DM1352'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BLOSSOM 2
 DM1352'NO. 2 1954 SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES
 DM1352'ABOVE GROUND.  IT IS IN THE EAST RIGHT-OF-WAY LINE AND
 DM1352'ABOUT 6 FEET NORTH OF A POWER POLE.
 DM1352'
 DM1352'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK SET IN A CONCRETE
 DM1352'MONUMENT ABOUT 0.3 MILE NORTH OF THE STATION AT THE OUTSIDE
 DM1352'OF THE CURVE OF THE HIGHWAY AND ABOUT MIDWAY BETWEEN THE
 DM1352'HIGHWAY AND THE OLD ROAD BED, IN THE RIGHT-OF-WAY LINE.
 DM1352'THE DISK IS STAMPED BLOSSOM 1950.
 DM1352'
 DM1352'TO REACH THE STATION FROM BLOSSOM.  CROSS THE TRACKS AT
 DM1352'THE WATER TANK, JOG 1 BLOCK EAST AND THEN FOLLOW THE FARM
 DM1352'TO MARKET ROAD NO. 196 SOUTH AND SOUTHWEST 02.5 MILES TO THE
 DM1352'CURVE AND THE AZIMUTH MARK ON THE RIGHT.  THEN CONTINUE
 DM1352'SOUTH 0.3 MILE TO THE TOP OF THE LOW DIVIDE AND THE STATION
 DM1352'ON THE RIGHT.
 DM1352
 DM1352                          STATION RECOVERY (1957)
 DM1352
 DM1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1352'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1352'IN GOOD CONDITION AS DESCRIBED.  UNABLE TO LOCATE AZIMUTH
 DM1352'MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1352
 DM1352                          STATION RECOVERY (1965)
 DM1352
 DM1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 DM1352'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DM1352'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE CAP OF THE
 DM1352'AZIMUTH MARK HAS BEEN KNOCKED OFF, AND THE BENT SHANK REMAINS.
 DM1352
 DM1352                          STATION RECOVERY (1995)
 DM1352
 DM1352'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1344 ***********************************************************************
 DM1344  DESIGNATION -  BLOSSOM MUNICIPAL TANK
 DM1344  PID         -  DM1344
 DM1344  STATE/COUNTY-  TX/LAMAR
 DM1344  USGS QUAD   -  BLOSSOM (1964)
 DM1344
 DM1344                         *CURRENT SURVEY CONTROL
 DM1344  ___________________________________________________________________
 DM1344* NAD 83(1993)-  33 39 36.41972(N)    095 22 59.38937(W)     ADJUSTED  
 DM1344* NAVD 88     -                                                        
 DM1344  ___________________________________________________________________
 DM1344  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DM1344  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DM1344
 DM1344  HORZ ORDER  -  THIRD
 DM1344
 DM1344.The horizontal coordinates were established by classical geodetic methods
 DM1344.and adjusted by the National Geodetic Survey in February 1996..
 DM1344
 DM1344
 DM1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1344
 DM1344.The geoid height was determined by GEOID03.
 DM1344
 DM1344;                    North         East     Units Scale Factor Converg.
 DM1344;SPC TXNC     - 2,225,346.479   889,027.044   MT  0.99992888   +1 41 59.7
 DM1344;SPC TXNC     - 7,300,990.91  2,916,749.56   sFT  0.99992888   +1 41 59.7
 DM1344;UTM  15      - 3,727,019.526   279,022.584   MT  1.00020204   -1 19 17.2
 DM1344
 DM1344                          SUPERSEDED SURVEY CONTROL
 DM1344
 DM1344  NAD 83(1993)-  33 39 36.42056(N)    095 22 59.38853(W) AD(       ) 4
 DM1344  NAD 83(1986)-  33 39 36.42665(N)    095 22 59.37789(W) AD(       ) 4
 DM1344  NAD 27      -  33 39 36.04400(N)    095 22 58.55000(W) AD(       ) 3
 DM1344
 DM1344.Superseded values are not recommended for survey control.
 DM1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1344.See file dsdata.txt to determine how the superseded data were derived.
 DM1344
 DM1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7902327020(NAD 83)
 DM1344_MARKER: 53 = ELEVATED TANK
 DM1344
 DM1344  HISTORY     - Date     Condition        Report By
 DM1344  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1344  HISTORY     - 1957     GOOD             CGS
 DM1344  HISTORY     - 1965     GOOD             CGS
 DM1344  HISTORY     - 1978     GOOD             NGS
 DM1344  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM1344
 DM1344                          STATION DESCRIPTION
 DM1344
 DM1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1344'THE STATION IS LOCATED ABOUT 0.15 MILE SOUTHEAST OF THE RAILROAD
 DM1344'STATION.  IT IS APPROXIMATELY 90 FEET HIGH, HAS 4-LEGS AND
 DM1344'IS PAINTED BLACK.
 DM1344'
 DM1344'THE POINT INTERSECTED WAS THE BALL ON TOP.
 DM1344
 DM1344                          STATION RECOVERY (1957)
 DM1344
 DM1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1344'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1344'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1344
 DM1344                          STATION RECOVERY (1965)
 DM1344
 DM1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 DM1344'THE STATION WAS RECOVERED, BUT THE RAILROAD STATION USED AS
 DM1344'REFERENCE IN THE ORIGINAL DESCRIPTION IS GONE.  A NEW DESCRIPTION
 DM1344'FOLLOWS--
 DM1344'
 DM1344'THE STATION IS LOCATED ONE BLOCK WEST OF THE T INTERSECTION
 DM1344'WHERE F.M. ROAD 196, LEAVING BLOSSOM, TURNS FROM WEST TO
 DM1344'SOUTH.  IT IS NOW PAINTED SILVER, AND HAS THE WORD BLOSSOM
 DM1344'PAINTED ON THE EAST AND WEST SIDES.
 DM1344
 DM1344                          STATION RECOVERY (1978)
 DM1344
 DM1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 DM1344'RECOVERED AS DESCRIBED IN THE RECOVERY NOTE BY JVT IN 1965.
 DM1344'
 DM1344'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BLOSSOM.
 DM1344
 DM1344                          STATION RECOVERY (1995)
 DM1344
 DM1344'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6239 ***********************************************************************
 AW6239  DESIGNATION -  BLU 1931
 AW6239  PID         -  AW6239
 AW6239  STATE/COUNTY-  TX/HARRIS
 AW6239  USGS QUAD   -  HIGHLANDS (1995)
 AW6239
 AW6239                         *CURRENT SURVEY CONTROL
 AW6239  ___________________________________________________________________
 AW6239* NAD 83(1993)-  29 46 01.26548(N)    095 02 33.89970(W)     ADJUSTED  
 AW6239* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6239  ___________________________________________________________________
 AW6239  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AW6239  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW6239
 AW6239  HORZ ORDER  -  THIRD
 AW6239
 AW6239.The horizontal coordinates were established by classical geodetic methods
 AW6239.and adjusted by the National Geodetic Survey in February 1996..
 AW6239
 AW6239.The orthometric height was scaled from a topographic map.
 AW6239
 AW6239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6239
 AW6239.The geoid height was determined by GEOID03.
 AW6239
 AW6239;                    North         East     Units Scale Factor Converg.
 AW6239;SPC TXSC     - 4,220,778.721   982,594.556   MT  0.99989158   +1 56 19.3
 AW6239;SPC TXSC     -13,847,671.52  3,223,728.97   sFT  0.99989158   +1 56 19.3
 AW6239;UTM  15      - 3,294,717.932   302,501.547   MT  1.00008128   -1 00 52.2
 AW6239
 AW6239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6239!SPC TXSC     -   1.00000396  x   0.99989158  =   0.99989554
 AW6239!UTM  15      -   1.00000396  x   1.00008128  =   1.00008524
 AW6239
 AW6239                          SUPERSEDED SURVEY CONTROL
 AW6239
 AW6239  NAD 83(1986)-  29 46 01.28120(N)    095 02 33.88101(W) AD(       ) 3
 AW6239  NAD 27      -  29 46 00.46567(N)    095 02 33.13365(W) AD(       ) 3
 AW6239
 AW6239.Superseded values are not recommended for survey control.
 AW6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6239.See file dsdata.txt to determine how the superseded data were derived.
 AW6239
 AW6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0250294718(NAD 83)
 AW6239_MARKER: DS = TRIANGULATION STATION DISK
 AW6239_SETTING: 0 = UNSPECIFIED SETTING
 AW6239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6239
 AW6239  HISTORY     - Date     Condition        Report By
 AW6239  HISTORY     - 1931     MONUMENTED       CGS
 AW6239  HISTORY     - 1934     GOOD             TXGS
 AW6239  HISTORY     - 1952     GOOD             CGS
 AW6239  HISTORY     - 1954     MARK NOT FOUND   USGS
 AW6239  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6239
 AW6239                          STATION DESCRIPTION
 AW6239
 AW6239'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6239'LOCATED ON THE E SHORE OF BURNETT BAY, 3 METERS FROM THE EDGE
 AW6239'OF A BLUFF BANK 14 FEET IN ELEVATION.  ABOUT 30 METERS TO
 AW6239'THE SE IS A DENSE WOODS.  TO THE NE IS A CLEARING USED AS
 AW6239'A PASTURE.  AND 29 METERS NE ALONG THE EDGE OF BANK IS A SMALL
 AW6239'GULLY.  SIXTEEN METERS E OF THE STATION A TRAIL PARALLELS THE
 AW6239'BLUFF BANK.
 AW6239'
 AW6239'SURFACE MARK AND REFERENCE MARK 1 ARE BRONZE DISKS SET IN
 AW6239'CONCRETE.  REFERENCE MARK 2 IS A 1/2-INCH BRASS ROD SET IN
 AW6239'THE TOP OF A 4- BY 4-INCH CONCRETE POST EXTENDING 3 INCHES
 AW6239'ABOVE THE GROUND.
 AW6239'
 AW6239'REFERENCE MARK 1 IS 7.84 METERS FROM STATION N 57 DEG E.
 AW6239'
 AW6239'REFERENCE MARK 2 IS 14.78 METERS FROM STATION N 80 DEG E.
 AW6239
 AW6239                          STATION RECOVERY (1934)
 AW6239
 AW6239'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6239'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AW6239'DESCRIBED.
 AW6239
 AW6239                          STATION RECOVERY (1952)
 AW6239
 AW6239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6239'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AW6239'THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 AW6239'ADDITIONS--
 AW6239'
 AW6239'TO REACH THE STATION FROM MARKET STREET AND LAKEWOOD DRIVE
 AW6239'AT WOOSTER, GO W ALONG LAKEWOOD DRIVE TO T INTERSECTION
 AW6239'OF BURNETT DRIVE, THENCE S ALONG BURNETT DRIVE TO END OF
 AW6239'PAVEMENT, THENCE ALONG THE TRAIL TO THE N EDGE OF DENSE WOODS
 AW6239'AND BAY SHORE.  STATION IS LOCATED 240.0 FEET S OF WOODS LINE
 AW6239'IN A SMALL CLEARING AND 5.0 FEET E OF THE SHORELINE OF BURNETT
 AW6239'BAY.
 AW6239
 AW6239                          STATION RECOVERY (1954)
 AW6239
 AW6239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AW6239'STATION MARK SEARCHED AND NOT FOUND.
 AW6239
 AW6239                          STATION RECOVERY (1997)
 AW6239
 AW6239'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1671 ***********************************************************************
 AH1671  DESIGNATION -  BLUCHER
 AH1671  PID         -  AH1671
 AH1671  STATE/COUNTY-  TX/NUECES
 AH1671  USGS QUAD   -  OSO CREEK NE (1975)
 AH1671
 AH1671                         *CURRENT SURVEY CONTROL
 AH1671  ___________________________________________________________________
 AH1671* NAD 83(1993)-  27 42 52.08857(N)    097 19 44.31265(W)     ADJUSTED  
 AH1671* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 AH1671  ___________________________________________________________________
 AH1671  X           -    -720,811.139 (meters)                     COMP
 AH1671  Y           -  -5,604,322.053 (meters)                     COMP
 AH1671  Z           -   2,948,520.458 (meters)                     COMP
 AH1671  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1671  ELLIP HEIGHT-         -21.36  (meters)          (06/17/02) GPS OBS
 AH1671  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AH1671
 AH1671  HORZ ORDER  -  FIRST
 AH1671  ELLP ORDER  -  FIFTH     CLASS I
 AH1671
 AH1671.The horizontal coordinates were established by GPS observations
 AH1671.and adjusted by the National Geodetic Survey in February 1996..
 AH1671
 AH1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1671
 AH1671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1671
 AH1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1671
 AH1671.The ellipsoidal height was determined by GPS observations
 AH1671.and is referenced to NAD 83.
 AH1671
 AH1671.The geoid height was determined by GEOID03.
 AH1671
 AH1671;                    North         East     Units Scale Factor Converg.
 AH1671;SPC TX S     - 5,227,421.133   415,481.434   MT  0.99997207   +0 31 54.0
 AH1671;SPC TX S     -17,150,297.50  1,363,125.34   sFT  0.99997207   +0 31 54.0
 AH1671;UTM  14      - 3,066,690.763   664,743.706   MT  0.99993501   +0 46 38.3
 AH1671
 AH1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1671!SPC TX S     -   1.00000336  x   0.99997207  =   0.99997543
 AH1671!UTM  14      -   1.00000336  x   0.99993501  =   0.99993837
 AH1671
 AH1671                          SUPERSEDED SURVEY CONTROL
 AH1671
 AH1671  ELLIP H (02/16/96)  -21.23   (m)                       GP(       ) 5 1
 AH1671  NAD 83(1986)-  27 42 52.09526(N)    097 19 44.29162(W) AD(       ) 1
 AH1671  NGVD 29 (04/09/92)    5.2    (m)           17.     (f) GPS OBS        
 AH1671
 AH1671.Superseded values are not recommended for survey control.
 AH1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1671.See file dsdata.txt to determine how the superseded data were derived.
 AH1671
 AH1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6474466691(NAD 83)
 AH1671_MARKER: DB = BENCH MARK DISK
 AH1671_SETTING: 0 = UNSPECIFIED SETTING
 AH1671_STAMPING: BLUCHER INSTITUTE CORPUS CHRISTI BM
 AH1671_MARK LOGO: CBI   
 AH1671_MAGNETIC: I = MARKER IS A STEEL ROD
 AH1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1671+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AH1671
 AH1671  HISTORY     - Date     Condition        Report By
 AH1671  HISTORY     - 1990     MONUMENTED       CBI
 AH1671  HISTORY     - 19910326 GOOD
 AH1671  HISTORY     - 19970726 GOOD             USPSQD
 AH1671  HISTORY     - 20031215 GOOD             INDIV
 AH1671  HISTORY     - 20050820 GOOD             USPSQD
 AH1671
 AH1671                          STATION DESCRIPTION
 AH1671
 AH1671'DESCRIBED BY BLUCHER INST 1990
 AH1671'ON THE GROUNDS OF CORPUS CHRISTI STATE UNIVERSITY. TO REACH STATION,
 AH1671'GO E. ON OCEAN DR. FROM ENNIS JOSLIN 0.5 MI (0.8 KM) TO UNIVERSITY
 AH1671'WEST. TURN RT. AND GO S. TO LAST D/W ON THE RT. AND TURN RT. STATION
 AH1671'IS LOCATED BEHIND THE CONRAD BLUCHER INSTITUTE FOR SURVEYING AND
 AH1671'SCIENCE UNDER A 15 FT (4.6 M) STEEL TOWER. PUNCH MARK WAS MADE ON BM
 AH1671'AT THE CROSSING OF THE FIRST T IN THE WORD INSTITUTE.
 AH1671
 AH1671                          STATION RECOVERY (1991)
 AH1671
 AH1671'RECOVERED 1991
 AH1671'RECOVERED IN GOOD CONDITION.
 AH1671
 AH1671                          STATION RECOVERY (1997)
 AH1671
 AH1671'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1671'RECOVERED IN GOOD CONDITION.
 AH1671
 AH1671                          STATION RECOVERY (2003)
 AH1671
 AH1671'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TM)
 AH1671'RECOVERED IN GOOD CONDITION.
 AH1671
 AH1671                          STATION RECOVERY (2005)
 AH1671
 AH1671'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AH1671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2033 ***********************************************************************
 AY2033  DESIGNATION -  BLUE
 AY2033  PID         -  AY2033
 AY2033  STATE/COUNTY-  TX/UVALDE
 AY2033  USGS QUAD   -  KNIPPA (1971)
 AY2033
 AY2033                         *CURRENT SURVEY CONTROL
 AY2033  ___________________________________________________________________
 AY2033* NAD 83(1993)-  29 18 13.32160(N)    099 40 03.69895(W)     ADJUSTED  
 AY2033* NAVD 88     -       386.6    (meters)    1268.     (feet)  VERTCON   
 AY2033  ___________________________________________________________________
 AY2033  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AY2033  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AY2033
 AY2033  HORZ ORDER  -  FIRST
 AY2033
 AY2033.The horizontal coordinates were established by classical geodetic methods
 AY2033.and adjusted by the National Geodetic Survey in February 1996..
 AY2033
 AY2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2033
 AY2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2033
 AY2033.The geoid height was determined by GEOID03.
 AY2033
 AY2033;                    North         East     Units Scale Factor Converg.
 AY2033;SPC TXSC     - 4,163,140.635   535,140.912   MT  0.99986339   -0 19 37.6
 AY2033;SPC TXSC     -13,658,570.57  1,755,708.14   sFT  0.99986339   -0 19 37.6
 AY2033;UTM  14      - 3,241,818.712   435,156.875   MT  0.99965188   -0 19 36.5
 AY2033
 AY2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2033!SPC TXSC     -   0.99994291  x   0.99986339  =   0.99980630
 AY2033!UTM  14      -   0.99994291  x   0.99965188  =   0.99959481
 AY2033
 AY2033:                Primary Azimuth Mark                     Grid Az
 AY2033:SPC TXSC     -  SABINAL BLACK WATER TANK                 081 44 30.4
 AY2033:UTM  14      -  SABINAL BLACK WATER TANK                 081 44 29.3
 AY2033
 AY2033|---------------------------------------------------------------------|
 AY2033| PID    Reference Object                     Distance      Geod. Az  |
 AY2033|                                                           dddmmss.s |
 AY2033| AY2030 SABINAL BLACK WATER TANK            APPROX.19.8 KM 0812452.8 |
 AY2033| AY2029 SABINAL NEW WATER TANK              APPROX.19.3 KM 0844733.7 |
 AY2033| AY2032 BLUE MOUNTAIN USGS 1924              20.278 METERS 09206     |
 AY2033| AY2036 KNIPPA TANK                         APPROX. 3.1 KM 1054036.2 |
 AY2033| AY2034 KNIPPA CHURCH STEEPLE               APPROX. 3.4 KM 1125429.9 |
 AY2033| AY2035 KNIPPA LUTH CH CROSS                APPROX. 3.3 KM 1132356.0 |
 AY2033| AY1324 R 1091                              APPROX. 1.7 KM 1762044.8 |
 AY2033| CV4286 BLUE RM 3                            13.850 METERS 20957     |
 AY2033| AY2047 UVALDE WATER TANK                   APPROX.15.5 KM 2271447.2 |
 AY2033| AY1319 BLUE AZ MK                                         2290048.8 |
 AY2033| AY2046 NORTH UVALDE STANDPIPE              APPROX.14.7 KM 2380029.8 |
 AY2033| AY2052 UVALDE MEDINA ELEC COOP RAD MS      APPROX.14.1 KM 2423135.2 |
 AY2033|---------------------------------------------------------------------|
 AY2033
 AY2033                          SUPERSEDED SURVEY CONTROL
 AY2033
 AY2033  NAD 83(1986)-  29 18 13.32016(N)    099 40 03.68015(W) AD(       ) 1
 AY2033  NAD 27      -  29 18 12.47100(N)    099 40 02.49000(W) AD(       ) 1
 AY2033  NGVD 29 (07/19/86)  386.5    (m)         1268.     (f) VERT ANG       
 AY2033
 AY2033.Superseded values are not recommended for survey control.
 AY2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2033.See file dsdata.txt to determine how the superseded data were derived.
 AY2033
 AY2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3515741819(NAD 83)
 AY2033_MARKER: P = PIPE CAP
 AY2033_SETTING: 0 = UNSPECIFIED SETTING
 AY2033
 AY2033  HISTORY     - Date     Condition        Report By
 AY2033  HISTORY     - 1924     MONUMENTED       CGS
 AY2033  HISTORY     - 1937     GOOD             CGS
 AY2033  HISTORY     - 1944     GOOD             CGS
 AY2033  HISTORY     - 1968     GOOD             CGS
 AY2033  HISTORY     - 1971     GOOD             USGS
 AY2033  HISTORY     - 1972     GOOD             NGS
 AY2033  HISTORY     - 20040512 MARK NOT FOUND   USPSQD
 AY2033
 AY2033                          STATION DESCRIPTION
 AY2033
 AY2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY2033'ABOUT 2 MILES W. 15 DEG N. FROM KNIPPA, A SMALL TOWN ON
 AY2033'THE SOUTHERN PACIFIC, ON A HIGH ROUND-TOPPED VOLCANIC HILL,
 AY2033'THE HIGHEST HILL IN THE VICINITY, PLAINLY SEEN FROM KNIPPA
 AY2033'AND VICINITY.  SURFACE MARK IS IRON PIPE 2-1/2 FEET LONG
 AY2033'WITH CAP STATION MARK, LOWER END OF PIPE SURROUNDED WITH
 AY2033'ABOUT 19 INCHES OF CONCRETE.  UNDERGROUND MARK IS STANDARD
 AY2033'DISK STATION MARK IN CONCRETE BLOCK.  STATION
 AY2033'BLUE MOUNTAIN (U.S.G.S.) IS 20.296 METERS (66.59 FEET) FROM
 AY2033'STATION S 87 DEG 55 MIN E AND BEARING OF SABINAL,
 AY2033'NEW WATER TANK IS N 84 DEG 47 MIN E.  IN 1924 STATION
 AY2033'REACHED FROM EASTWARD BY FOLLOWING HIGHWAY TO SECOND IRON
 AY2033'BRIDGE ON SOUTHERN PACIFIC, 1 MILE WEST OF KNIPPA, THERE
 AY2033'TAKING THE ROAD TO RIGHT UNDER EAST END OF RAILROAD BRIDGE,
 AY2033'AND FOLLOWING IT NORTH 1.8 MILES TO FIRST RANCH
 AY2033'BUILDINGS ON LEFT, PASSING THROUGH STOCK LOTS TO WEST
 AY2033'INTO LANE, AND FOLLOWING LANE SOUTH AND WEST TO GATE
 AY2033'LEADING INTO PASTRUE, ACROSS PASTURE, SMALL FIELD, ETC.,
 AY2033'TO BASE OF HILL, 20 MINUTES WALK, STEEP ROUGH GOING, TO
 AY2033'STATION.  ELEVATION OF STATION, 386.5 METERS (1,268 FEET).
 AY2033
 AY2033                          STATION RECOVERY (1937)
 AY2033
 AY2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 AY2033'STATION IS A STANDARD BRONZE CAP ON A 4 IN PIPE PROJECTING
 AY2033'ABOUT 1 FT ABOVE THE GROUND ON BLUE MTN., A PROMINENT LONE,
 AY2033'BRUSHY HILL LYING 1-1/2 MILES WNW OF THE VILLAGE OF KNIPPA
 AY2033'AND 1/2 MILE N OF THE PAVED HIGHWAY NO. 90 AND THE ELLIOT
 AY2033'RANCH HOUSE.  ON THE HIGHEST POINT IN THE VICINITY.
 AY2033'
 AY2033'FROM UVALDE, GO E ON PAVED HIGHWAY FROM CENTER OF THE SQUARE,
 AY2033'08.6 MILES TO THE ELLIOT RANCH ON THE L OR N OF THE RR TRACKS.
 AY2033'THIS IS 1-1/2 MILES W OF KNIPPA.  TURN IN HERE, ACROSS THE
 AY2033'TRACKS AND GO N TO A GATE ABOUT 100 YARDS NW OF THE HOUSE.
 AY2033'PASS THROUGH THE GATE AND GO N 00.2 MILE THROUGH THE LANE.
 AY2033'TAKE THE R FORK AND CONTINUE 00.1 MILE.  TAKE THE L FORK
 AY2033'AND CONTINUE N THROUGH THE BRUSH 00.5 MILE, TO A GOAT SHED.
 AY2033'THE STATION IS ABOUT 1/4 MILE NE OF THIS SHED.  CONTINUE
 AY2033'N THROUGH THE BRUSH ABOUT 100 YARDS TO A CROSS FENCE AND
 AY2033'SEVERAL GATES.  TURN R, PASS THROUGH TWO GATES AND THEN GO
 AY2033'E ALONG THE N SIDE OF THE FENCE ABOUT 200 YARDS TO THE ETT.
 AY2033'THEN PACK ABOUT 200 YARDS N THROUGH THE BRUSH TO THE
 AY2033'STATION.  BLUE MTN., U.S.G.S., COPPER BOLT CEMENTED BETWEEN
 AY2033'SEVERAL ROCKS, WAS RECOVERED AND IS 20.296 METERS, 66.59
 AY2033'FEET, FROM STATION S 87 DEG 55 MIN E.  NO R.M.
 AY2033'WAS FOUND.  STATION MARK WAS IN GOOD CONDITION.
 AY2033
 AY2033                          STATION RECOVERY (1944)
 AY2033
 AY2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2033'STATION IS LOCATED ON THE HIGHEST POINT OF A VOLCANIC MOUNTAIN
 AY2033'WHICH IS ABOUT 1/4 MILE LONG ON TOP IN A NW-SE DIRECTION.
 AY2033'IT IS 1 MILE N OF U.S. HIGHWAY 90 AND 9 MILES NE OF UVALDE.
 AY2033'
 AY2033'STATION MARK IS A BRONZE STATION DISK SET ON A 4-INCH IRON
 AY2033'PIPE PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 AY2033'STAMPED BLUE 1924.
 AY2033'
 AY2033'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 AY2033'PROJECTING ABOUT 7 INCHES ABOVE THE GROUND.  STAMPED BLUE NO 3 1944.
 AY2033'IT IS 2 FEET LOWER THAN THE STATION.
 AY2033'
 AY2033'AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED BLUE 1944.
 AY2033'IT IS SET IN THE NE END OF THE NW ABUTMENT OF A SMALL CONCRETE
 AY2033'BRIDGE, 21 FEET NW OF U.S. HIGHWAY 90, 5.7 MILES FROM THE
 AY2033'PARK SERVICE STATION IN UVALDE, AND 4 MILES FROM STATION.
 AY2033'IT PROJECTS ABOUT 6 INCHES ABOVE SURFACE OF HIGHWAY SHOULDER.
 AY2033'
 AY2033'BLUE MOUNTAIN (U.S.G.S.) IS A 1-INCH ROUND MARK SET IN ROCK
 AY2033'PROJECTING ABOUT 1 INCH ABOVE ROCK SURFACE.
 AY2033'
 AY2033'TO REACH STATION FROM UVALDE, GO E FROM THE COURTHOUSE FOR
 AY2033'0.4 MILE TO THE PARK SERVICE STATION ON THE RIGHT AT THE
 AY2033'EDGE OF THE CITY PARK.  CONTINUE E ON U.S. HIGHWAY 90
 AY2033'FOR 8.5 MILES TO A WHITE RANCH HOUSE ON THE LEFT AND N SIDE
 AY2033'OF THE RAILROAD TRACKS.  THIS IS 1.5 MILES W OF KNIPPA.  TURN
 AY2033'RIGHT HERE, ACROSS THE TRACKS AND THROUGH GATE TO 2 GATES
 AY2033'ABOUT 100 YARDS NW OF THE HOUSE.  PASS THROUGH THE GATES
 AY2033'AND GO N UP A TRACK ROAD FOR 0.2 MILE.  TAKE RIGHT FORK
 AY2033'AND CONTINUE N 0.1 MILE.  TAKE LEFT FORK AND CONTINUE N
 AY2033'THROUGH THE BRUSH 0.5 MILE TO A SHEEP SHED.  CONTINUE N
 AY2033'ALONG FENCE TO A CROSS FENCE AND THREE GATES.  TURN RIGHT
 AY2033'THROUGH TWO GATES IN THE CORNER AND GO E ALONG THE N SIDE
 AY2033'OF THE FENCE ABOUT 200 YARDS TO THE END OF TRUCK
 AY2033'TRAVEL, S OF THE STATION WHICH IS NEAR THE E END OF THE
 AY2033'HILL.  THEN PACK 1/4 MILE THROUGH BRUSH TO TOP OF HILL
 AY2033'AND STATION.
 AY2033'
 AY2033'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 AY2033
 AY2033                          STATION RECOVERY (1968)
 AY2033
 AY2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GDF)
 AY2033'STATION FOUND AS DESCRIBED IN 1944.  ALL MARKS WERE FOUND IN GOOD
 AY2033'CONDITION.  KNIPPA CHURCH STEEPLE NO LONGER EXISTS.  WATER TANK
 AY2033'AZIMUTHS AT UVALDE AND SABINAL CHECK.
 AY2033'
 AY2033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KNIPPA 2.0
 AY2033'MILES WEST.
 AY2033
 AY2033                          STATION RECOVERY (1971)
 AY2033
 AY2033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 AY2033'ON THE BLUE MTN. RANCH NOW OWNED BY B.G. HILL, A VEHICLE
 AY2033'CAN NOW BE DRIVEN TO THE TOP BY FOLLOWING VARIOUS TRACK
 AY2033'ROADS FROM THE RANCH HOUSE.  SINCE PERMISSION IS NECESSARY,
 AY2033'INSTRUCTIONS MAY BE SECURED AT THE RANCH.
 AY2033
 AY2033                          STATION RECOVERY (1972)
 AY2033
 AY2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2033'RM 3 TO BLUE MOUNTAIN (USGS) 1924 OBSTRUCTED BY BRUSH AND ROCK.
 AY2033'
 AY2033'THE STATION MARK, REFERENCE MARK 3 AND BLUE MOUNTAIN (USGS) 1924
 AY2033'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 AY2033'AND COULD NOT BE FOUND.  THE DISTANCE AND DIRECTION TO REFERENCE
 AY2033'MARK 3 AND BLUE MOUNTAIN (USGS) 1924 CHECKED THE OLD DATA.  BENCH
 AY2033'MARK R 1091 WAS USED AS AN AZIMUTH MARK.  DUE TO ROAD CHANGES, A
 AY2033'NEW DESCRIPTION FOLLOWS.
 AY2033'
 AY2033'THE STATION IS ABOUT 7 MILES EAST AND 6-1/2 MILES NORTH OF UVALDE,
 AY2033'2 MILES WEST AND 1/2 MILE NORTH OF KNIPPA, 1 MILE NORTH OF U.S.
 AY2033'HIGHWAY 90, ON THE TOP OF A PROMINENT, BRUSH COVERED HILL AND ON
 AY2033'PROPERTY OWNED BY BILLY HILL OF UVALDE, PHONE NUMBER 278-5919.
 AY2033'
 AY2033'TO REACH THE STATION FROM THE POST OFFICE IN KNIPPA, GO WEST ON U.S.
 AY2033'HIGHWAY 90 FOR 0.6 MILE TO A BRIDGE OVER FRIO RIVER.  CONTINUE WEST
 AY2033'ON HIGHWAY 90 FOR 1.2 MILES TO A SIDE ROAD, A SIGN BLUE MOUNTAIN
 AY2033'RANCH AND BENCH MARK R 1091 ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 AY2033'GRAVELED ROAD, CROSSING RAILROAD TRACK FOR ABOUT 50 FEET TO A
 AY2033'GATE.  PASS THROUGH GATE AND CONTINUE NORTH ON GRAVELED ROAD FOR
 AY2033'0.05 MILE TO A GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE
 AY2033'AND GO WEST AND NORTH ON GRAVELED ROAD FOR 0.35 MILE TO A GATE.
 AY2033'PASS THROUGH GATE AND CONTINUE NORTH ON TRACK ROAD FOR 0.15 MILE
 AY2033'TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST ON TRACK ROAD FOR
 AY2033'0.05 MILE TO A GATE.  PASS THROUGH GATE.  TURN LEFT AND GO
 AY2033'NORTH ALONG EAST SIDE OF FENCE FOR 0.55 MILE TO A FENCE CORNER AND
 AY2033'A GATE.  PASS THROUGH GATE, BEAR RIGHT AND GO NORTHEAST ON
 AY2033'CROOKED TRACK ROAD FOR 0.45 MILE TO THE TOP OF HILL AND
 AY2033'STATION.
 AY2033'
 AY2033'STATION MARK IS A STANDARD DISK, STAMPED BLUE 1924, FASTENED TO THE
 AY2033'TOP OF A 3-INCH IRON PIPE THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 AY2033'IT IS 7.5 FEET SOUTHWEST OF A WITNESS POST.
 AY2033'
 AY2033'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BLUE NO 3 1944, CEMENTED
 AY2033'IN A DRILL HOLE IN ROCK OUTCROP, THAT PROJECTS 4 INCHES ABOVE THE
 AY2033'GROUND.  IT IS 53.0 FEET SOUTHWEST OF THE WITNESS POST AND ABOUT
 AY2033'4 FEET LOWER THAN THE STATION.
 AY2033'
 AY2033'BLUE MOUNTAIN (USGS) 1924 IS A 1-INCH BRASS ROD, NOT STAMPED,
 AY2033'CEMENTED IN ROCK AND IS FLUSH WITH THE GROUND.  IT IS 62.0 FEET
 AY2033'EAST-SOUTHEAST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS
 AY2033'THE STATION.
 AY2033'
 AY2033'BENCH MARK R 1091 IS A STANDARD DISK, STAMPED R 1091 1957, SET IN
 AY2033'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 AY2033'INCHES ABOVE THE GROUND.  IT IS 88.0 FEET NORTHWEST OF THE CENTER
 AY2033'OF U.S. HIGHWAY 90, 69.0 FEET SOUTHWEST OF THE CENTER OF A GRAVELED
 AY2033'ROAD, 40.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A RAILROAD
 AY2033'TRACK AND 7.5 FEET NORTHWEST OF A POWER LINE POLE.
 AY2033'
 AY2033'NOTE TRAVERSE DISTANCE.
 AY2033'
 AY2033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 AY2033'WEST-NORTHWEST OF KNIPPA.
 AY2033'
 AY2033'HEIGHT OF LIGHT ABOVE STATION MARK 4.92 FEET.
 AY2033
 AY2033                          STATION RECOVERY (2004)
 AY2033
 AY2033'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY2033'INACCESSIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6943 ***********************************************************************
 AW6943  DESIGNATION -  BLUE
 AW6943  PID         -  AW6943
 AW6943  STATE/COUNTY-  TX/FORT BEND
 AW6943  USGS QUAD   -  MISSOURI CITY (1995)
 AW6943
 AW6943                         *CURRENT SURVEY CONTROL
 AW6943  ___________________________________________________________________
 AW6943* NAD 83(1993)-  29 34 49.51430(N)    095 30 10.86916(W)     ADJUSTED  
 AW6943* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 AW6943  ___________________________________________________________________
 AW6943  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6943  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6943
 AW6943  HORZ ORDER  -  FIRST
 AW6943
 AW6943.The horizontal coordinates were established by classical geodetic methods
 AW6943.and adjusted by the National Geodetic Survey in February 1996..
 AW6943
 AW6943.The orthometric height was scaled from a topographic map.
 AW6943
 AW6943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6943
 AW6943.The geoid height was determined by GEOID03.
 AW6943
 AW6943;                    North         East     Units Scale Factor Converg.
 AW6943;SPC TXSC     - 4,198,688.460   938,727.276   MT  0.99987239   +1 42 47.6
 AW6943;SPC TXSC     -13,775,197.06  3,079,807.74   sFT  0.99987239   +1 42 47.6
 AW6943;UTM  15      - 3,274,909.452   257,540.709   MT  1.00032541   -1 14 10.3
 AW6943
 AW6943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6943!SPC TXSC     -   0.99999972  x   0.99987239  =   0.99987211
 AW6943!UTM  15      -   0.99999972  x   1.00032541  =   1.00032513
 AW6943
 AW6943:                Primary Azimuth Mark                     Grid Az
 AW6943:SPC TXSC     -  HOUSTON WESTBURY W WATER TANK            002 23 39.0
 AW6943:UTM  15      -  HOUSTON WESTBURY W WATER TANK            005 20 36.9
 AW6943
 AW6943|---------------------------------------------------------------------|
 AW6943| PID    Reference Object                     Distance      Geod. Az  |
 AW6943|                                                           dddmmss.s |
 AW6943| AW6628 HOUSTON WESTBURY W WATER TANK       APPROX. 6.9 KM 0040626.6 |
 AW6943| CV6045 BLUE RM 1                            22.189 METERS 09828     |
 AW6943| AW6572 ALMEDA TV STA KTRK MAST             APPROX. 2.8 KM 1050602.5 |
 AW6943| AW6942 DEWALT BLUE RIDGE TWR CO MAST       APPROX. 2.6 KM 1762115.3 |
 AW6943| AW6944 5049 1514 HCS 1968                   11.451 METERS 24547     |
 AW6943| AW6948 STAFFORD WATER TANK                 APPROX. 5.8 KM 3085843.7 |
 AW6943| AW6949 STAFFORD HOUSTON PIPELINE MAST      APPROX. 6.7 KM 3145341.3 |
 AW6943| AW6947 MISSOURI CITY KKU 836 RAD MAST      APPROX. 5.2 KM 3282105.1 |
 AW6943| AW6945 HOUSTON KKG 648 RAD MAST            APPROX. 3.9 KM 3592044.5 |
 AW6943|---------------------------------------------------------------------|
 AW6943
 AW6943                          SUPERSEDED SURVEY CONTROL
 AW6943
 AW6943  NAD 83(1986)-  29 34 49.52791(N)    095 30 10.85067(W) AD(       ) 1
 AW6943  NAD 27      -  29 34 48.68331(N)    095 30 10.05495(W) AD(       ) 1
 AW6943
 AW6943.Superseded values are not recommended for survey control.
 AW6943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6943.See file dsdata.txt to determine how the superseded data were derived.
 AW6943
 AW6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5754174909(NAD 83)
 AW6943_MARKER: DS = TRIANGULATION STATION DISK
 AW6943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6943_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6943
 AW6943  HISTORY     - Date     Condition        Report By
 AW6943  HISTORY     - 1968     MONUMENTED       CGS
 AW6943  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW6943
 AW6943                          STATION DESCRIPTION
 AW6943
 AW6943'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6943'THE STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHWEST OF THE CENTER
 AW6943'OF HOUSTON, 8-3/4 MILES SOUTHEAST OF SUGARLAND, 5-3/4 MILES
 AW6943'NORTHWEST OF ARCOLA, 3 MILES SOUTH-SOUTHWEST OF THE BLUE RIDGE
 AW6943'STATE PRISON FARM AND ON PROPERTY OF MRS. PHILLIP BROUN.
 AW6943'
 AW6943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90A,
 AW6943'HILLCROFT AVENUE AND BLUE RIDGE ROAD IN THE SOUTHWEST EDGE OF
 AW6943'HOUSTON, GO SOUTH ON BLUE RIDGE ROAD FOR 3.95 MILES TO A T-ROAD.
 AW6943'TURN RIGHT AND GO WEST ON FARM ROAD 2234 FOR 0.2 MILE TO A TRACK
 AW6943'ROAD LEFT AND 5149 0214 (HCS) MARK.  CONTINUE WEST ON FARM ROAD
 AW6943'2234 FOR 0.45 MILE TO A SIDE ROAD RIGHT AND THE STATION IN THE
 AW6943'NORTHEAST ANGLE.
 AW6943'
 AW6943'THE STATION MARK IS A STANDARD DISK STAMPED BLUE 1968, SET IN
 AW6943'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6943'GROUND.  IT IS 62 FEET NORTH OF THE CENTER OF FARM ROAD 2234, 49
 AW6943'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 36 FEET NORTHEAST OF
 AW6943'THE SOUTHWEST CORNER OF A WIRE FENCE AND 12.7 FEET NORTH OF A
 AW6943'METAL WITNESS POST AND AN EAST-WEST WIRE FENCE.
 AW6943'
 AW6943'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLUE NO 1 1968,
 AW6943'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW6943'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 49 FEET NORTH OF THE
 AW6943'CENTER OF FARM ROAD 2234, 1.4 FEET WEST OF A METAL WITNESS POST
 AW6943'AND 0.4 OF A FOOT NORTH OF THE EAST-WEST WIRE FENCE.
 AW6943'
 AW6943'5049 1514 (HCS) IS A HOUSTON CITY SURVEY TRIANGULATION STATION
 AW6943'BRONZE DISK STAMPED 5049 1514, SET IN THE TOP OF A 9-INCH
 AW6943'CYLINDRICAL CONCRETE MONUMENT WHICH IS ABOUT 8 INCHES BELOW THE
 AW6943'GROUND SURFACE.  IT IS 47 FEET NORTH OF THE CENTER OF FARM ROAD
 AW6943'2234, 14 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 1.9
 AW6943'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE WIRE FENCE.
 AW6943'
 AW6943'5149 0214 (HCS) IS A HOUSTON CITY SURVEY TRIANGULATION STATION
 AW6943'BRONZE DISK STAMPED 5149 0214, SET IN THE TOP OF A 9--INCH
 AW6943'CYLINDRICAL CONCRETE MONUMENT WHICH IS ABOUT 1 FOOT BELOW THE
 AW6943'GROUND SURFACE.  IT IS 74.8 FEET WEST OF POWER LINE POLE NO. 115
 AW6943'WITH TRANSFORMER, 49 FEET SOUTH OF THE CENTER OF FARM ROAD
 AW6943'2234, 22 FEET WEST OF A WIRE FENCE CORNER POST AND 13 FEET SOUTH
 AW6943'OF THE WEST END OF A CONCRETE CULVERT.
 AW6943'
 AW6943'5049 1314 (HCS) IS A HOUSTON CITY SURVEY TRIANGULATION STATION
 AW6943'BRONZE DISK STAMPED 5049 1314, SET IN THE TOP OF A 9-INCH
 AW6943'CYLINDRICAL CONCRETE MONUMENT WHICH IS ABOUT 8 INCHES BELOW THE
 AW6943'GROUND SURFACE.  IT IS 49 FEET SOUTH OF THE CENTER OF FARM ROAD
 AW6943'2234, 37 FEET WEST OF THE NORTHWEST CORNER OF A CATTLE GUARD, 22
 AW6943'FEET WEST OF POWER LINE POLE NO. 4130 AND 1.9 FEET NORTH OF AN
 AW6943'EAST-WEST WIRE FENCE.
 AW6943'
 AW6943'TO REACH 5049 1314 FROM THE STATION, GO WEST ON FARM 2234 FOR
 AW6943'0.4 MILE TO A SIDE ROAD LEFT AND THE MARK IN THE SOUTHWEST ANGLE.
 AW6943'
 AW6943'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AW6943
 AW6943                          STATION RECOVERY (1995)
 AW6943
 AW6943'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3044 ***********************************************************************
 BX3044  DESIGNATION -  BLUE
 BX3044  PID         -  BX3044
 BX3044  STATE/COUNTY-  TX/SHELBY
 BX3044  USGS QUAD   -  BRUSHY CREEK (1984)
 BX3044
 BX3044                         *CURRENT SURVEY CONTROL
 BX3044  ___________________________________________________________________
 BX3044* NAD 83(1993)-  31 42 13.97182(N)    093 50 55.46863(W)     ADJUSTED  
 BX3044* NAVD 88     -        99.4    (meters)     326.     (feet)  VERTCON   
 BX3044  ___________________________________________________________________
 BX3044  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BX3044  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX3044
 BX3044  HORZ ORDER  -  FIRST
 BX3044
 BX3044.The horizontal coordinates were established by classical geodetic methods
 BX3044.and adjusted by the National Geodetic Survey in February 1996..
 BX3044
 BX3044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3044
 BX3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3044
 BX3044.The geoid height was determined by GEOID03.
 BX3044
 BX3044;                    North         East     Units Scale Factor Converg.
 BX3044;SPC TX C     - 3,243,753.339 1,314,335.926   MT  0.99995672   +3 20 23.8
 BX3044;SPC TX C     -10,642,214.08  4,312,117.12   sFT  0.99995672   +3 20 23.8
 BX3044;SPC LA N     -   134,275.790   872,158.618   MT  0.99992166   -0 42 47.1
 BX3044;SPC LA N     -   440,536.49  2,861,407.07   sFT  0.99992166   -0 42 47.1
 BX3044;UTM  15      - 3,507,926.975   419,573.942   MT  0.99967977   -0 26 45.8
 BX3044
 BX3044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3044!SPC TX C     -   0.99998853  x   0.99995672  =   0.99994525
 BX3044!SPC LA N     -   0.99998853  x   0.99992166  =   0.99991019
 BX3044!UTM  15      -   0.99998853  x   0.99967977  =   0.99966831
 BX3044
 BX3044:                Primary Azimuth Mark                     Grid Az
 BX3044:SPC TX C     -  BAR                                      046 59 10.9
 BX3044:SPC LA N     -  BAR                                      051 02 21.8
 BX3044:UTM  15      -  BAR                                      050 46 20.5
 BX3044
 BX3044|---------------------------------------------------------------------|
 BX3044| PID    Reference Object                     Distance      Geod. Az  |
 BX3044|                                                           dddmmss.s |
 BX3044| BX3013 BAR                                 APPROX.13.1 KM 0501934.7 |
 BX3044| CV8104 BLUE AZ MK                                         1384532.6 |
 BX3044| CV8105 BLUE RM 1                            35.601 METERS 15808     |
 BX3044| BX3048 DREKA LOT                           APPROX. 8.1 KM 2683050.2 |
 BX3044| CV8106 BLUE RM 2                            26.840 METERS 28500     |
 BX3044|---------------------------------------------------------------------|
 BX3044
 BX3044                          SUPERSEDED SURVEY CONTROL
 BX3044
 BX3044  NAD 83(1993)-  31 42 13.97417(N)    093 50 55.46613(W) AD(       ) 1
 BX3044  NAD 83(1986)-  31 42 13.97956(N)    093 50 55.46421(W) AD(       ) 1
 BX3044  NAD 27      -  31 42 13.35773(N)    093 50 54.78901(W) AD(       ) 1
 BX3044  NGVD 29 (07/19/86)   99.5    (m)          326.     (f) VERT ANG       
 BX3044
 BX3044.Superseded values are not recommended for survey control.
 BX3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3044.See file dsdata.txt to determine how the superseded data were derived.
 BX3044
 BX3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR1957407927(NAD 83)
 BX3044_MARKER: DS = TRIANGULATION STATION DISK
 BX3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3044
 BX3044  HISTORY     - Date     Condition        Report By
 BX3044  HISTORY     - 1971     MONUMENTED       NGS
 BX3044
 BX3044                          STATION DESCRIPTION
 BX3044
 BX3044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3044'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 BX3044'
 BX3044'THE STATION IS LOCATED ABOUT 10 MILES WEST-NORTHWEST OF NOBLE,
 BX3044'LOUISIANA, 9-3/4 MILES NORTHEAST OF THE POST OFFICE IN PATROON,
 BX3044'TEXAS AND 4-1/4 MILES SOUTHEAST OF HUXLEY, TEXAS.  IT IS IN THE
 BX3044'SABINE NATIONAL FOREST.
 BX3044'
 BX3044'TO REACH THE STATION FROM THE POST OFFICE IN PATROON, GO EAST ON
 BX3044'COUNTY ROAD 2261 FOR 0.2 MILE TO A FORK.  TURN LEFT AND GO
 BX3044'NORTHEASTERLY ON GRAVELED ROAD FOR 3 MILES TO A FORK.  TURN RIGHT
 BX3044'AND GO NORTHEAST ON GRAVELED ROAD FOR 1 MILE TO A CROSSROADS (GOOBER
 BX3044'HILL).  CONTINUE AHEAD NORTHEAST ON GRAVELED ROAD FOR 1.8 MILE
 BX3044'TO A FORK.  TURN RIGHT AND CONTINUE ON GRAVELED ROAD FOR 1.3 MILE
 BX3044'TO A T-ROAD INTERSECTION.  TURN LEFT AND GO NORTH AND NORTHEAST
 BX3044'FOR 1.45 MILES ON GRAVELED ROAD TO A SIDE ROAD RIGHT.  CONTINUE
 BX3044'EASTERLY ON MAIN ROAD FOR 0.45 MILE TO A SIDE ROAD RIGHT.
 BX3044'CONTINUE NORTHEAST ON GRAVELED ROAD FOR 0.95 MILE TO A SIDE ROAD
 BX3044'LEFT.  CONTINUE AHEAD NORTHEASTERLY ON GRAVELED ROAD FOR 0.65
 BX3044'MILE TO A SIDE ROAD RIGHT.  CONTINUE AHEAD ON MAIN ROAD FOR 0.4
 BX3044'MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 BX3044'TURN LEFT AND GO NORTHWEST ON A SAND ROAD FOR 0.15 MILE TO THE
 BX3044'STATION ON THE RIGHT.
 BX3044'
 BX3044'THE STATION MARKS ARE STANDARD DISKS STAMPED BLUE 1971.  THE SURFACE
 BX3044'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX3044'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET
 BX3044'NORTHEAST OF THE CENTER OF THE SAND ROAD, 14 FEET SOUTH-SOUTHWEST
 BX3044'OF AN 8 INCH PINE TREE WITH TRIANGLE BLAZE ON WEST SIDE AND 5 FEET
 BX3044'WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND
 BX3044'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 BX3044'BELOW THE GROUND SURFACE.
 BX3044'
 BX3044'REFERENCE MARK 1, A STANDARD DISK STAMPED BLUE NO 1 1971, IS SET IN
 BX3044'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BX3044'INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET SOUTHWEST OF THE
 BX3044'CENTER OF A SAND ROAD, 3 FEET NORTHWEST OF A 10-INCH PINE TREE AND
 BX3044'2.5 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 BX3044'
 BX3044'REFERENCE MARK 2, A STANDARD DISK STAMPED BLUE NO 2 1971, IS SET IN
 BX3044'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BX3044'INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET SOUTHWEST OF THE
 BX3044'CENTER OF THE SAND ROAD, 11 FEET NORTHEAST OF A 24-INCH PINE TREE
 BX3044'AND 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 BX3044'
 BX3044'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLUE 1971, IS SET IN THE
 BX3044'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 BX3044'INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET SOUTHEAST OF THE
 BX3044'CENTER OF THE GRAVELED ROAD, 30 FEET SOUTHWEST OF A 12-INCH PINE
 BX3044'TREE, 23 FEET NORTHWEST OF A 12-INCH PINE TREE AND 2.5 FEET SOUTH
 BX3044'OF A METAL WITNESS POST.
 BX3044'
 BX3044'NEAREST TOWN--HUXLEY.
 BX3044'
 BX3044'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0991 ***********************************************************************
 EM0991  DESIGNATION -  BLUE
 EM0991  PID         -  EM0991
 EM0991  STATE/COUNTY-  TX/FOARD
 EM0991  USGS QUAD   -  VIVIAN (1990)
 EM0991
 EM0991                         *CURRENT SURVEY CONTROL
 EM0991  ___________________________________________________________________
 EM0991* NAD 83(1993)-  34 02 03.97111(N)    099 54 34.29273(W)     ADJUSTED  
 EM0991* NAVD 88     -       543.     (meters)    1781.     (feet)  SCALED    
 EM0991  ___________________________________________________________________
 EM0991  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 EM0991  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 EM0991
 EM0991  HORZ ORDER  -  THIRD
 EM0991
 EM0991.The horizontal coordinates were established by classical geodetic methods
 EM0991.and adjusted by the National Geodetic Survey in February 1996..
 EM0991
 EM0991.The orthometric height was scaled from a topographic map.
 EM0991
 EM0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0991
 EM0991.The geoid height was determined by GEOID03.
 EM0991
 EM0991;                    North         East     Units Scale Factor Converg.
 EM0991;SPC TXNC     - 2,263,450.036   469,835.188   MT  1.00001961   -0 46 07.5
 EM0991;SPC TXNC     - 7,426,002.33  1,541,450.95   sFT  1.00001961   -0 46 07.5
 EM0991;UTM  14      - 3,766,347.228   416,039.849   MT  0.99968690   -0 30 32.7
 EM0991
 EM0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0991!SPC TXNC     -   0.99991918  x   1.00001961  =   0.99993879
 EM0991!UTM  14      -   0.99991918  x   0.99968690  =   0.99960610
 EM0991
 EM0991|---------------------------------------------------------------------|
 EM0991| PID    Reference Object                     Distance      Geod. Az  |
 EM0991|                                                           dddmmss.s |
 EM0991| CX7628 BLUE RM 1                            11.351 METERS 16524     |
 EM0991| CX7629 BLUE RM 2                            10.531 METERS 27119     |
 EM0991| CX7627 BLUE AZ MK                                         3142631.4 |
 EM0991|---------------------------------------------------------------------|
 EM0991
 EM0991                          SUPERSEDED SURVEY CONTROL
 EM0991
 EM0991  NAD 83(1993)-  34 02 03.97218(N)    099 54 34.29302(W) AD(       ) 3
 EM0991  NAD 83(1986)-  34 02 03.97769(N)    099 54 34.28482(W) AD(       ) 3
 EM0991  NAD 27      -  34 02 03.68808(N)    099 54 32.92333(W) AD(       ) 3
 EM0991
 EM0991.Superseded values are not recommended for survey control.
 EM0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0991.See file dsdata.txt to determine how the superseded data were derived.
 EM0991
 EM0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC1604066347(NAD 83)
 EM0991_MARKER: DS = TRIANGULATION STATION DISK
 EM0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0991
 EM0991  HISTORY     - Date     Condition        Report By
 EM0991  HISTORY     - 1967     MONUMENTED       CGS
 EM0991
 EM0991                          STATION DESCRIPTION
 EM0991
 EM0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0991'THE STATION IS ABOUT 11 MILES WEST-NORTHWEST OF CROWELL, 10 MILES
 EM0991'SOUTH OF THE PEASE RIVER, AND ON THE SOUTHWEST SIDE OF FARM ROAD
 EM0991'2566.
 EM0991'
 EM0991'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND STATE
 EM0991'HIGHWAY 283 IN CROWELL, GO WEST ON U. S. HIGHWAY 70 FOR 9.3 MILES TO
 EM0991'THE JUNCTION OF FARM ROAD 2566 ON THE RIGHT.  TURN RIGHT AND GO
 EM0991'NORTH AND THEN NORTHWEST ON FARM ROAD 2566 FOR 2.6 MILES TO THE
 EM0991'STATION ON THE LEFT AT THE TOP OF A HILL.  TO REACH THE AZIMUTH
 EM0991'MARK FROM THE STATION CONTINUE NORTHWEST ON FARM ROAD 2566 FOR
 EM0991'0.35 MILES TO THE MARK ON THE LEFT IN A CONCRETE CULVERT.
 EM0991'
 EM0991'THE STATION MARK IS A STANDARD DISK, STAMPED BLUE 1967, SET IN THE
 EM0991'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3
 EM0991'INCHES ABOVE THE GROUND.  IT IS 38 FEET SOUTHWEST OF THE CENTERLINE
 EM0991'OF FARM ROAD 2566 AND 6 FEET NORTHWEST OF A WITNESS POST.  THE
 EM0991'UNDERGROUND MARK IS 36 INCHES BELOW THE GROUND SURFACE.
 EM0991'
 EM0991'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLUE NO 1 1967, SET IN
 EM0991'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0991'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 58 FEET SOUTHWEST OF THE
 EM0991'CENTERLINE OF FARM ROAD 2566, 32 FEET SOUTHEAST OF A WITNESS POST,
 EM0991'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EM0991'
 EM0991'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLUE NO 2 1967, SET IN
 EM0991'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0991'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 62 FEET SOUTHWEST OF THE
 EM0991'CENTERLINE OF FARM ROAD 2566, 40 FEET WEST OF A WITNESS POST, AND
 EM0991'ABOUT THE SAME ELEVATION AS THE STATION.
 EM0991'
 EM0991'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLUE 1967, CEMENTED IN
 EM0991'A DRILL HOLE AT THE WEST END OF A CONCRETE CULVERT, ABOUT 2 FEET
 EM0991'BELOW THE ROAD SURFACE.  IT IS 21 FEET SOUTHWEST OF THE CENTERLINE OF
 EM0991'FARM ROAD 2566, 4 FEET SOUTHEAST OF A CULVERT GUARD POST, AND 3
 EM0991'FEET EAST-SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1380 ***********************************************************************
 DN1380  DESIGNATION -  BLUE
 DN1380  PID         -  DN1380
 DN1380  STATE/COUNTY-  TX/MONTAGUE
 DN1380  USGS QUAD   -  NOCONA (1982)
 DN1380
 DN1380                         *CURRENT SURVEY CONTROL
 DN1380  ___________________________________________________________________
 DN1380* NAD 83(1993)-  33 48 00.85167(N)    097 43 32.96658(W)     ADJUSTED  
 DN1380* NAVD 88     -       312.2    (meters)    1024.     (feet)  VERTCON   
 DN1380  ___________________________________________________________________
 DN1380  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DN1380  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DN1380
 DN1380  HORZ ORDER  -  FIRST
 DN1380
 DN1380.The horizontal coordinates were established by classical geodetic methods
 DN1380.and adjusted by the National Geodetic Survey in February 1996..
 DN1380
 DN1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1380
 DN1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1380
 DN1380.The geoid height was determined by GEOID03.
 DN1380
 DN1380;                    North         East     Units Scale Factor Converg.
 DN1380;SPC TXNC     - 2,236,863.612   671,685.394   MT  0.99995782   +0 25 20.0
 DN1380;SPC TXNC     - 7,338,776.70  2,203,687.83   sFT  0.99995782   +0 25 20.0
 DN1380;UTM  14      - 3,740,736.609   617,945.847   MT  0.99977149   +0 42 32.1
 DN1380
 DN1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1380!SPC TXNC     -   0.99995512  x   0.99995782  =   0.99991294
 DN1380!UTM  14      -   0.99995512  x   0.99977149  =   0.99972662
 DN1380
 DN1380|---------------------------------------------------------------------|
 DN1380| PID    Reference Object                     Distance      Geod. Az  |
 DN1380|                                                           dddmmss.s |
 DN1380| CX9768 BLUE RM                                            09334     |
 DN1380| DN1387 JIM NED USGS                        APPROX.22.5 KM 1571110.0 |
 DN1380| DN1376 NOCONA SCHOOLHOUSE                  APPROX. 1.0 KM 1840348.3 |
 DN1380| DN1378 NOCONA BAPTIST CHURCH               APPROX. 0.9 KM 1931032.0 |
 DN1380|---------------------------------------------------------------------|
 DN1380
 DN1380                          SUPERSEDED SURVEY CONTROL
 DN1380
 DN1380  NAD 83(1993)-  33 48 00.85245(N)    097 43 32.96664(W) AD(       ) 1
 DN1380  NAD 83(1986)-  33 48 00.85489(N)    097 43 32.95428(W) AD(       ) 1
 DN1380  NAD 27      -  33 48 00.49140(N)    097 43 31.85150(W) AD(       ) 1
 DN1380  NGVD 29 (07/19/86)  312.1    (m)         1024.     (f) VERT ANG       
 DN1380
 DN1380.Superseded values are not recommended for survey control.
 DN1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1380.See file dsdata.txt to determine how the superseded data were derived.
 DN1380
 DN1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1794640737(NAD 83)
 DN1380_MARKER: N = NAIL
 DN1380_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DN1380_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DN1380
 DN1380  HISTORY     - Date     Condition        Report By
 DN1380  HISTORY     - 1902     MONUMENTED       CGS
 DN1380  HISTORY     - 1937     GOOD             TXHD
 DN1380  HISTORY     - 1940     GOOD             LOCSUR
 DN1380  HISTORY     - 1948     SEE DESCRIPTION  CGS
 DN1380  HISTORY     - 1955     SEE DESCRIPTION  CGS
 DN1380
 DN1380                          STATION DESCRIPTION
 DN1380
 DN1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 DN1380'STATION IS ABOUT 1/2 MILE N OF THE TOWN OF NOCONA, ON THE
 DN1380'MISSOURI, KANSAS AND TEXAS RAILWAY, ON A PROMINENT HILL KNOWN
 DN1380'AS BLUE MOUND, ON LAND OF D.R. SKEEN, 7 YARDS N OF A ROAD
 DN1380'FENCE.
 DN1380'
 DN1380'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE NAILS IN TERRACOTTA
 DN1380'PIPES SET IN CONCRETE.
 DN1380'
 DN1380'REFERENCE MARK IS AT A FENCE CORNER E OF THE STATION, 128.958
 DN1380'METERS (423.09 FEET) DISTANT S 86 DEG 25 MIN 56 SEC E.
 DN1380'
 DN1380'NOCONA, SCHOOLHOUSE, CUPOLA IS 962.2 METERS (3,157 FEET) FROM
 DN1380'THE STATION S 4 DEG 03 MIN 51 SEC W.  ELEVATION OF
 DN1380'STATION IS 312.1 METERS (1,024 FEET).
 DN1380
 DN1380                          STATION RECOVERY (1937)
 DN1380
 DN1380'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1380'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  NO
 DN1380'ATTEMPT MADE TO LOCATE REFERENCE MARKER.  ROAD NO LONGER GOES
 DN1380'PAST STATION, INSTEAD THE COUNTY ROAD CIRCLES BLUE MOUND HILL
 DN1380'ON THE S SIDE AND SE SIDE THEREOF.
 DN1380'
 DN1380'STATION IS ON THE SUMMIT OF HILL AND N APPROXIMATELY 7 PACES
 DN1380'FROM AN E-W FENCE AND PROPERTY LINE.  IT IS 0.15 MILE NE OF A
 DN1380'CROSSROADS.  THIS INTERSECTION IS ABOUT 3/4 MILE N OF CENTRAL
 DN1380'PORTION OF NOCONA.
 DN1380
 DN1380                          STATION RECOVERY (1940)
 DN1380
 DN1380'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1940
 DN1380'RECOVERED BY PHILLIPS PETROLEUM CO.
 DN1380'
 DN1380'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 DN1380
 DN1380                          STATION RECOVERY (1948)
 DN1380
 DN1380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GAN)
 DN1380'THIS STATION IS LOST.  THE SURFACE MONUMENT WAS FOUND IN A
 DN1380'LARGE DEPRESSION ON THE TOP OF THE HILL.  IT WAS REMOVED
 DN1380'AND THE LOCATION OF THE UNDERGROUND MARK WAS FOUND BUT THE
 DN1380'MARK HAD BEEN REMOVED.  THE REFERENCE MARK SITE IS NOW COVERED
 DN1380'BY AN EARTHEN DAM.
 DN1380
 DN1380                          STATION RECOVERY (1955)
 DN1380
 DN1380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HWH)
 DN1380'STATION HAS BEEN DUG UP AND STILL REMAINS IN THE HOLE WHERE
 DN1380'IT WAS SET ORIGINALLY.  NO REFERENCE MARKS OR AZIMUTH MARK
 DN1380'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0532 ***********************************************************************
 BO0532  DESIGNATION -  BLUE
 BO0532  PID         -  BO0532
 BO0532  STATE/COUNTY-  TX/VAL VERDE
 BO0532  USGS QUAD   -  BLUE HILLS (1970)
 BO0532
 BO0532                         *CURRENT SURVEY CONTROL
 BO0532  ___________________________________________________________________
 BO0532* NAD 83(1993)-  30 03 21.42370(N)    101 20 12.16108(W)     ADJUSTED  
 BO0532* NAVD 88     -       656.8    (meters)    2155.     (feet)  VERTCON   
 BO0532  ___________________________________________________________________
 BO0532  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BO0532  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 BO0532
 BO0532  HORZ ORDER  -  FIRST
 BO0532
 BO0532.The horizontal coordinates were established by classical geodetic methods
 BO0532.and adjusted by the National Geodetic Survey in February 1996..
 BO0532
 BO0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0532
 BO0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0532
 BO0532.The geoid height was determined by GEOID03.
 BO0532
 BO0532;                    North         East     Units Scale Factor Converg.
 BO0532;SPC TXSC     - 4,248,581.874   374,694.001   MT  0.99994223   -1 08 41.2
 BO0532;SPC TXSC     -13,938,889.03  1,229,308.57   sFT  0.99994223   -1 08 41.2
 BO0532;UTM  14      - 3,327,286.763   274,724.776   MT  1.00022616   -1 10 15.0
 BO0532
 BO0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0532!SPC TXSC     -   0.99990050  x   0.99994223  =   0.99984274
 BO0532!UTM  14      -   0.99990050  x   1.00022616  =   1.00012664
 BO0532
 BO0532|---------------------------------------------------------------------|
 BO0532| PID    Reference Object                     Distance      Geod. Az  |
 BO0532|                                                           dddmmss.s |
 BO0532| CH8422 BLUE RM 1 AZIMUTH                                  15623     |
 BO0532| CH8421 BLUE RM                              14.680 METERS 29454     |
 BO0532| BO0531 CAUTHORN                            APPROX.17.0 KM 3481349.5 |
 BO0532|---------------------------------------------------------------------|
 BO0532
 BO0532                          SUPERSEDED SURVEY CONTROL
 BO0532
 BO0532  NAD 83(1986)-  30 03 21.40462(N)    101 20 12.15465(W) AD(       ) 1
 BO0532  NAD 27      -  30 03 20.69800(N)    101 20 10.74600(W) AD(       ) 1
 BO0532  NGVD 29 (07/19/86)  656.7    (m)         2155.     (f) VERT ANG       
 BO0532
 BO0532.Superseded values are not recommended for survey control.
 BO0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0532.See file dsdata.txt to determine how the superseded data were derived.
 BO0532
 BO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU7472527287(NAD 83)
 BO0532_MARKER: DD = SURVEY DISK
 BO0532_SETTING: 0 = UNSPECIFIED SETTING
 BO0532
 BO0532  HISTORY     - Date     Condition        Report By
 BO0532  HISTORY     - 1918     MONUMENTED       CGS
 BO0532  HISTORY     - 1932     SEE DESCRIPTION  CGS
 BO0532
 BO0532                          STATION DESCRIPTION
 BO0532
 BO0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BO0532'STATION IS ABOUT 31 MILES BY ROAD W OF N FROM COMSTOCK, 3
 BO0532'MILES W OF THE COMSTOCK-OZONA RIDGE ROAD, AND 1/4 MILE S OF
 BO0532'THE ROBERTS RANCH NOW OWNED BY MR. BOB CAUTHORN OF DEL RIO,
 BO0532'ON A PROMINENT KNOB KNOWN AS BLUE HILL.
 BO0532'
 BO0532'IN 1932 IT WAS REPORTED THAT STATION AND REFERENCE MARKS
 BO0532'WERE BRONZE TABLETS SET IN ROCK.
 BO0532'
 BO0532'REFERENCE MARK WAS 14.68 METERS (48.2 FEET) FROM STATION IN
 BO0532'AZIMUTH 114.54 FT.
 BO0532'
 BO0532'A NEW REFERENCE MARK SET IN 1932 IS A STANDARD DISK SET IN
 BO0532'ROCK OUTCROP ON A HILL ABOUT 600 FEET FROM STATION,
 BO0532'S 23 DEG 37 MIN E.  THERE ARE 2 WINDMILLS ON THE RANCH.
 BO0532'THE ONE NEAREST THE TANK IS ABOUT 1/3 MILE FROM THE STATION,
 BO0532'N 19 DEG 32 MIN W.
 BO0532'
 BO0532'ELEVATION OF STATION, 656.7 METERS (2,155 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0409 ***********************************************************************
 BQ0409  DESIGNATION -  BLUE
 BQ0409  PID         -  BQ0409
 BQ0409  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0409  USGS QUAD   -  BLUE MOUNTAIN (1978)
 BQ0409
 BQ0409                         *CURRENT SURVEY CONTROL
 BQ0409  ___________________________________________________________________
 BQ0409* NAD 83(1993)-  30 33 54.50433(N)    104 01 22.29996(W)     ADJUSTED  
 BQ0409* NAVD 88     -      2228.2    (meters)    7310.     (feet)  VERTCON   
 BQ0409  ___________________________________________________________________
 BQ0409  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BQ0409  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 BQ0409
 BQ0409  HORZ ORDER  -  SECOND
 BQ0409
 BQ0409.The horizontal coordinates were established by classical geodetic methods
 BQ0409.and adjusted by the National Geodetic Survey in February 1996..
 BQ0409
 BQ0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0409
 BQ0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0409
 BQ0409.The geoid height was determined by GEOID03.
 BQ0409
 BQ0409;                    North         East     Units Scale Factor Converg.
 BQ0409;SPC TX C     - 3,105,469.493   346,142.088   MT  0.99991054   -1 54 01.2
 BQ0409;SPC TX C     -10,188,527.83  1,135,634.50   sFT  0.99991054   -1 54 01.2
 BQ0409;SPC TXSC     - 4,313,126.231   118,235.394   MT  1.00009357   -2 27 38.7
 BQ0409;SPC TXSC     -14,150,648.31    387,910.62   sFT  1.00009357   -2 27 38.7
 BQ0409;UTM  13      - 3,381,816.509   593,706.432   MT  0.99970832   +0 29 48.9
 BQ0409
 BQ0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0409!SPC TX C     -   0.99965354  x   0.99991054  =   0.99956411
 BQ0409!SPC TXSC     -   0.99965354  x   1.00009357  =   0.99974707
 BQ0409!UTM  13      -   0.99965354  x   0.99970832  =   0.99936196
 BQ0409
 BQ0409:                Primary Azimuth Mark                     Grid Az
 BQ0409:SPC TX C     -  BLUE AZ MK                               077 01 01.9
 BQ0409:SPC TXSC     -  BLUE AZ MK                               077 34 39.4
 BQ0409:UTM  13      -  BLUE AZ MK                               074 37 11.8
 BQ0409
 BQ0409|---------------------------------------------------------------------|
 BQ0409| PID    Reference Object                     Distance      Geod. Az  |
 BQ0409|                                                           dddmmss.s |
 BQ0409| CH8423 BLUE AZ MK                                         0750700.7 |
 BQ0409| BP0940 FORT DAVIS JEFF DAVIS CO CTHSE      APPROX.12.5 KM 0780200.0 |
 BQ0409| CH8424 BLUE RM 1                             3.216 METERS 09317     |
 BQ0409| BQ0414 BALDY                               APPROX.16.4 KM 2982431.0 |
 BQ0409| CH8425 BLUE RM 2                             8.046 METERS 32558     |
 BQ0409| BQ0410 BLUE RM 3                            20.296 METERS 35648     |
 BQ0409|---------------------------------------------------------------------|
 BQ0409
 BQ0409                          SUPERSEDED SURVEY CONTROL
 BQ0409
 BQ0409  NAD 83(1986)-  30 33 54.50429(N)    104 01 22.29825(W) AD(       ) 2
 BQ0409  NAD 27      -  30 33 53.95200(N)    104 01 20.63600(W) AD(       ) 2
 BQ0409  NGVD 29 (07/19/86) 2227.6    (m)         7308.     (f) VERT ANG       
 BQ0409
 BQ0409.Superseded values are not recommended for survey control.
 BQ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0409.See file dsdata.txt to determine how the superseded data were derived.
 BQ0409
 BQ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9370681817(NAD 83)
 BQ0409_MARKER: DS = TRIANGULATION STATION DISK
 BQ0409_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0409
 BQ0409  HISTORY     - Date     Condition        Report By
 BQ0409  HISTORY     - 1942     MONUMENTED       CGS
 BQ0409  HISTORY     - 1977     GOOD             NGS
 BQ0409
 BQ0409                          STATION DESCRIPTION
 BQ0409
 BQ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0409'STATION IS ON TOP OF BLUE MOUNTAIN, AT THE S END OF THE DAVIS
 BQ0409'MOUNTAINS, BY AIR LINE DISTANCES, ABOUT 17 MILES N OF MARFA AND
 BQ0409'8-1/2 MILES S OF THE MC DONALD OBSERVATORY.  BLUE MOUNTAIN IS A
 BQ0409'PROMINENT PEAK, SEPARATED FROM THE DAVIS MOUNTAINS.  STATION IS
 BQ0409'LOCATED ON THE HIGHEST PART OF THE MOUNTAIN.
 BQ0409'
 BQ0409'STATION MARK IS A STANDARD BRONZE DISK, STAMPED BLUE 1942,
 BQ0409'CEMENTED IN A DRILL HOLE IN A LARGE FLAT BEDROCK OUTCROP.
 BQ0409'
 BQ0409'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS CEMENTED IN DRILL
 BQ0409'HOLES IN BOULDERS.
 BQ0409'
 BQ0409'REFERENCE MARK NO. 1 IS STAMPED BLUE 1942 NO. 1.
 BQ0409'
 BQ0409'REFERENCE MARK NO. 2 IS STAMPED BLUE NO. 2 1942, SET IN A FLAT
 BQ0409'BOULDER AND FLUSH WITH THE GROUND.
 BQ0409'
 BQ0409'THE AZIMUTH MARK IS ON TOP OF THE SAME RIDGE AS THE STATION,
 BQ0409'ABOUT 150 FEET LOWER THAN THE STATION, AND IS STAMPED BLUE 1942.
 BQ0409'
 BQ0409'TO REACH FROM THE POST OFFICE IN MARFA, GO N 1/2 BLOCK AND TURN
 BQ0409'LEFT ONE BLOCK, THENCE RIGHT, CROSSING RAILROAD ONE BLOCK W
 BQ0409'OF THE RAILROAD STATION.  FOLLOW THIS STREET N TO N SIDE OF TOWN,
 BQ0409'THENCE CONTINUE N ON GRADED ROAD 10.2 MILES FROM RAILROAD
 BQ0409'CROSSING, TAKE RIGHT FORK, ALONG W SIDE OF HILLS, FOLLOWING THE
 BQ0409'MAIN-TRAVELED ROAD N 3.1 MILES, THENCE RIGHT 0.3 MILE, PASS
 BQ0409'THROUGH CATTLE GUARD (300 YARDS W OF SMITH RANCH), CONTINUE ON
 BQ0409'MAIN-TRAVELED ROAD E AND N FOR 5.0 MILES TO FORT
 BQ0409'DAVIS-VALENTINE ROAD, THENCE RIGHT, TOWARD FORT DAVIS 0.5 MILE,
 BQ0409'TURN LEFT THROUGH CATTLE GUARD, AND FOLLOW RANCH ROAD NORTHWARD
 BQ0409'1.6 MILES TO POINT OF ROCK RANCH.  ENTER RANCH YARD AND TAKE
 BQ0409'TRACK ROAD EASTWARD ALONG N SIDE OF FENCE, PASSING OUT OF
 BQ0409'RANCH YARD AGAIN, 0.5 MILE, PASS THROUGH GATE W OF
 BQ0409'RESERVOIR, AND CONTINUE E ALONG FENCE LINE 1.0 MILE TO THE
 BQ0409'END OF TRUCK TRAVEL AT BASE OF MOUNTAIN.  FROM HERE PACK
 BQ0409'NE UP WASH, OR UP RIDGE TO RIGHT, TO FIRST SUMMIT, THENCE
 BQ0409'EASTWARD KEEPING TO LEFT OF PROMINENT ROCKY PEAK, TO HIGHEST
 BQ0409'POINT OF MOUNTAIN AND STATION.  A 1 1/2-HOUR PACK.
 BQ0409
 BQ0409                          STATION RECOVERY (1977)
 BQ0409
 BQ0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BQ0409'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 BQ0409'FOUND TO BE IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT FOUND
 BQ0409'OR RECOVERED AT THIS OCCUPATION. THE DIRECTION TO REFERENCE
 BQ0409'MARK 2 CHECKED AND A DIFFERENCE OF 4 MINUTES AND 20 SECONDS IS
 BQ0409'0.005 METER SHORTER IS NOTED IN THE DISTANCE TO REFERENCE MARK
 BQ0409'1 AND A DIFFERENCE OF 0.011 METER SHORTER IN THE DISTANCE TO
 BQ0409'REFERENCE MARK 2. REFERENCE MARK 3 WAS ESTABLISHED AND
 BQ0409'OCCUPIED AT THIS TIME. A COMPLETE DESCRIPTION FOLLOWS.
 BQ0409'
 BQ0409'THE STATION IS LOCATED ATOP OF BLUE MOUNTAIN, ABOUT 7 MILES
 BQ0409'WEST-SOUTHWEST OF FORT DAVIS, 7-1/2 MILES SOUTH OF MCDONALD
 BQ0409'OBSERVATORY, 18 MILES NORTH OF MARFA AND IS ON PROPERTY OWNED
 BQ0409'BY RUSS LARGENT OF FORT DAVIS, TEXAS. TELEPHONE 426-3330.
 BQ0409'MISTER RED SUTTON AND JAMES DYER GAVE PERMISSION TO CROSS THEIR
 BQ0409'PROPERY IN ORDER TO REACH THE STATION SITE.
 BQ0409'
 BQ0409'A HELICOPTER WAS USED AT THIS TIME TO REACH THE STATION, BUT
 BQ0409'CAN BE REACHED BY A FOUR WHEEL DRIVE VEHICLE AND BACKPACKING.
 BQ0409'TO REACH THE STATION FROM THE POST OFFICE IN FORT DAVIS, GO
 BQ0409'SOUTH ON STATE HIGHWAYS 17 AND 118 FOR 0.005 MILE TO A FORK,
 BQ0409'BEAR RIGHT AND GO SOUTHWESTERLY ON STATE HIGHWAY 17 FOR 2.3
 BQ0409'MILES TO THE JUNCTION WITH STATE HIGHWAY 166. TURN RIGHT AND
 BQ0409'GO WESTERLY ON STATE HIGHWAY 166 FOR 3.2 MILES TO A RANCH ROAD
 BQ0409'RIGHT AND A GATE ON THE RIGHT. TURN RIGHT AND GO NORTHERLY ON
 BQ0409'A RANCH ROAD FOR 1.2 MILES TO A SHED AND A CORRAL, CONTINUE
 BQ0409'AHEAD ON THE MAIN TRAVELED ROAD FOR 0.1 MILE TO A FENCE AND
 BQ0409'A GATE ON THE RIGHT. TURN RIGHT, PASS THROUGH THE GATE AND
 BQ0409'FOLLOW THE MAIN TRAVELED ROAD FOR 0.3 MILE TO A FORK. BEAR
 BQ0409'LEFT AND FOLLOW THE MAIN TRAVELED ROAD, UPHILL, FOR 0.4
 BQ0409'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE UPHILL ON
 BQ0409'THE MAIN TRAVELED ROAD FOR 1.1 MILE TO A DIM TRACK ROAD LEFT.
 BQ0409'CONTINUE AHEAD AND UPHILL ON THE MAIN TRAVELED ROAD FOR 1.05
 BQ0409'MILE TO A GATE IN A FENCELINE AND THE END OF FOUR WHEEL
 BQ0409'DRIVE TRUCK TRAVEL. FROM THIS POINT PACK UP A WASHED OUT
 BQ0409'AREA AND A CROSS A FLAT SADDLE AND UPHILL AGAIN FOR ABOUT 45
 BQ0409'MINUTES TO THE HIGHEST POINT OF THE MOUNTAIN AND THE
 BQ0409'STATION. (A FOUR WHEEL DRIVE VEHICLE OR A HELICOPTER IS
 BQ0409'NEEDED.)
 BQ0409'
 BQ0409'STATION MARK, STAMPED---BLUE 1942---, IS A STANDARD DISK
 BQ0409'CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER THAT IS
 BQ0409'FLUSH WITH THE GROUND.
 BQ0409'
 BQ0409'REFERENCE MARK 1, STAMPED---BLUE 1942 NO 1---, IS A STANDARD
 BQ0409'DISK CEMENTED IN A DRILL HOLE IN AN IRREGULAR 3 BY 4 FOOT
 BQ0409'BOULDER THAT PROJECTS ABOUT 3 FEET ABOVE THE GROUND.  THERE
 BQ0409'WERE NO LOCAL OBJECTS TO MEASURE TO.
 BQ0409'
 BQ0409'REFERENCE MARK 2, STAMPED---BLUE NO 2 1942---, IS A STANDARD
 BQ0409'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 BQ0409'THE GROUND. THERE WERE NO SUITABLE LOCAL OBJECTS TO MEASURE TO
 BQ0409'
 BQ0409'REFERENCE MARK 3, STAMPED---BLUE 1942 NO 3 1977---, IS A
 BQ0409'STANDARD DISK CEMENTED IN DRILL HOLE IN AN IRREGULAR SECTION OF
 BQ0409'BEDROCK AND IS FLUSH WITH THE GROUND. THERE WERE NO SUITABLE
 BQ0409'LOCAL OBJECTS TO MEASURE TO.
 BQ0409'
 BQ0409'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.41 METER.
 BQ0409'
 BQ0409'HEIGHT OF LIGHT ABOVE REFERENCE MARK 3 WAS 1.56 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1379 ***********************************************************************
 DN1379  DESIGNATION -  BLUE 2
 DN1379  PID         -  DN1379
 DN1379  STATE/COUNTY-  TX/MONTAGUE
 DN1379  USGS QUAD   -  NOCONA (1982)
 DN1379
 DN1379                         *CURRENT SURVEY CONTROL
 DN1379  ___________________________________________________________________
 DN1379* NAD 83(1993)-  33 48 00.66193(N)    097 43 32.92185(W)     ADJUSTED  
 DN1379* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 DN1379  ___________________________________________________________________
 DN1379  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DN1379  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DN1379
 DN1379  HORZ ORDER  -  THIRD
 DN1379
 DN1379.The horizontal coordinates were established by classical geodetic methods
 DN1379.and adjusted by the National Geodetic Survey in February 1996..
 DN1379
 DN1379.The orthometric height was scaled from a topographic map.
 DN1379
 DN1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1379
 DN1379.The geoid height was determined by GEOID03.
 DN1379
 DN1379;                    North         East     Units Scale Factor Converg.
 DN1379;SPC TXNC     - 2,236,857.775   671,686.587   MT  0.99995781   +0 25 20.1
 DN1379;SPC TXNC     - 7,338,757.55  2,203,691.74   sFT  0.99995781   +0 25 20.1
 DN1379;UTM  14      - 3,740,730.779   617,947.070   MT  0.99977150   +0 42 32.1
 DN1379
 DN1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1379!SPC TXNC     -   0.99995513  x   0.99995781  =   0.99991295
 DN1379!UTM  14      -   0.99995513  x   0.99977150  =   0.99972664
 DN1379
 DN1379|---------------------------------------------------------------------|
 DN1379| PID    Reference Object                     Distance      Geod. Az  |
 DN1379|                                                           dddmmss.s |
 DN1379| CX9773 BLUE 2 RM 2                           8.858 METERS 11755     |
 DN1379| CX9775 BLUE 2 RM 4                           8.931 METERS 11815     |
 DN1379| DN1383 SAINT JO MUNICIPAL TANK             APPROX.22.2 KM 1211909.4 |
 DN1379| DN1377 NOCONA MUNICIPAL TANK               APPROX. 1.3 KM 1800258.4 |
 DN1379| CX9776 BLUE 2 RM 5                           7.513 METERS 23719     |
 DN1379| CX9774 BLUE 2 RM 3                           7.511 METERS 23725     |
 DN1379| CX9772 BLUE 2 AZ MK                                       2503857.4 |
 DN1379|---------------------------------------------------------------------|
 DN1379
 DN1379                          SUPERSEDED SURVEY CONTROL
 DN1379
 DN1379  NAD 83(1993)-  33 48 00.66190(N)    097 43 32.92122(W) AD(       ) 3
 DN1379  NAD 83(1986)-  33 48 00.66590(N)    097 43 32.91025(W) AD(       ) 3
 DN1379  NAD 27      -  33 48 00.29730(N)    097 43 31.80720(W) AD(       ) 3
 DN1379
 DN1379.Superseded values are not recommended for survey control.
 DN1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1379.See file dsdata.txt to determine how the superseded data were derived.
 DN1379
 DN1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1794740731(NAD 83)
 DN1379_MARKER: DS = TRIANGULATION STATION DISK
 DN1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1379
 DN1379  HISTORY     - Date     Condition        Report By
 DN1379  HISTORY     - 1956     MONUMENTED       CGS
 DN1379  HISTORY     - 1967     SEE DESCRIPTION  CGS
 DN1379  HISTORY     - 1968     SEE DESCRIPTION  CGS
 DN1379  HISTORY     - 1969     SEE DESCRIPTION  CGS
 DN1379  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN1379
 DN1379                          STATION DESCRIPTION
 DN1379
 DN1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1379'THE STATION IS LOCATED ON A GRASS COVERED HILL ABOUT 1/4
 DN1379'MILE NORTH OF NOCONA.  IT IS NOT ON THE HIGHEST PART OF THE
 DN1379'HILL AS THERE IS SLIGHTLY HIGHER GROUND ABOUT 20 YARDS TO
 DN1379'THE NORTHWEST.  IT IS 26.0 FEET NORTHWEST OF A TELEPHONE
 DN1379'POLE, 20.0 FEET NORTH OF A FENCE AND 19.0 FEET SOUTH OF A
 DN1379'WITNESS POST.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 DN1379'AND THE DISK IS STAMPED BLUE 2 1956.
 DN1379'
 DN1379'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT BELOW THE ELEVATION OF
 DN1379'THE STATION, 9.5 FEET NORTHEAST OF A TELEPHONE POLE, 6.5 FEET
 DN1379'NORTH OF A FENCE AND NEAR A SHARP BREAK TO THE SOUTH OF THE
 DN1379'HILL.  IT IS SET FLUSH WITH THE SURFACE OF THE BEDROCK AND THE
 DN1379'DISK IS STAMPED BLUE 2 NO 2 1956.
 DN1379'
 DN1379'REFERENCE MARK NO. 3 IS ABOUT 6 INCHES BELOW THE ELEVATION OF
 DN1379'THE STATION, 39.0 FEET WEST OF A TELEPHONE POLE AND 6.0 FEET
 DN1379'NORTH OF A FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 DN1379'BEDROCK AND THE DISK IS STAMPED BLUE 2 NO 3 1956.
 DN1379'
 DN1379'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK
 DN1379'NO. 3 IS 46.45 FEET.
 DN1379'
 DN1379'THE AZIMUTH MARK IS ALONG THE RIGHT-OF-WAY OF FARM ROAD NO. 103
 DN1379'ACROSS THE ROAD WEST OF THE NOCONA MUNICIPAL POOL, 49.0
 DN1379'FEET WEST OF THE CENTER OF FARM ROAD NO. 103, 2.5 FEET SOUTH OF
 DN1379'A WITNESS POST AND 1.0 FOOT EAST OF A FENCE.  IT IS SET FLUSH
 DN1379'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BLUE 2
 DN1379'1956.
 DN1379'
 DN1379'TO REACH THE STATION FROM THE POST OFFICE IN NOCONA, GO NORTH
 DN1379'ON FARM ROAD NO. 103 FOR 0.55 MILE TO THE NOCONA MUNICIPAL
 DN1379'POOL ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 DN1379'CONTINUE NORTH ON FARM ROAD NO. 103 FOR 0.1 MILE TO A GRAVELED
 DN1379'ROAD RIGHT, TURN RIGHT AND GO EAST ON THIS GRAVELED ROAD FOR
 DN1379'0.2 MILE TO A TRACK ROAD LEFT LEADING UP THE HILL, TURN
 DN1379'LEFT AND GO NORTH FOR ABOUT 0.05 MILE TO AN EAST-WEST FENCE
 DN1379'AND THE STATION JUST NORTH OF THIS FENCE AS DESCRIBED.
 DN1379
 DN1379                          STATION RECOVERY (1967)
 DN1379
 DN1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RDS)
 DN1379'STATION DISTURBED.  STATION AND BOTH REFERENCE MARKS HAVE BEEN
 DN1379'REMOVED BY VANDALS.  STEMS OF DISKS REMAIN IN PLACE.
 DN1379
 DN1379                          STATION RECOVERY (1968)
 DN1379
 DN1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WW)
 DN1379'STATION DISTURBED.
 DN1379'
 DN1379'VANDALS HAVE PRIED THE TABLETS FROM THE TRIANGULATION STATION.
 DN1379'REFERENCE MARK 2 AND 3 ALSO DISTURBED.  THE CONCRETE POST IN
 DN1379'WHICH THE STATION WAS SET IS STILL IN PLACE UNDISTURBED.
 DN1379'THE POSITIONS OF REFERENCE MARKS 2 AND 3 ARE ALSO RECOVERABLE.
 DN1379'THE STEMS OF ALL THREE TABLETS ARE IN PLACE.
 DN1379'
 DN1379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/4 MILE NORTH
 DN1379'OF NOCONA
 DN1379
 DN1379                          STATION RECOVERY (1969)
 DN1379
 DN1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1379'STATION MARK AND REFERENCE MARKS NO. 2 AND 3 WERE FOUND WITH
 DN1379'THE DISKS REMOVED FROM THE MONUMENT, BUT THE STEM WAS STILL
 DN1379'IN PLACE IN THE STATION MARK AND THE MONUMENT WAS UNDISTURBED.
 DN1379'A NEW DISK WAS SET IN ITS ORIGINAL POSITION AND REFERENCE MARKS
 DN1379'NO 4 AND 5 WERE ESTABLISHED.  THE AZIMUTH MARK WAS RECOVERED
 DN1379'IN GOOD CONDITION.
 DN1379'
 DN1379'A NEW DESCRIPTION FOLLOWS--
 DN1379'
 DN1379'STATION IS LOCATED ON THE SUMMIT OF A GRASS COVERED HILL, LOCALLY
 DN1379'KNOWN AS BLUE MOUND AT THE NORTH EDGE OF NOCONA.  STATION, A
 DN1379'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST AND
 DN1379'STAMPED BLUE 2 1956 1969, IS 82 FEET SOUTHEAST OF A CEDAR TREE
 DN1379'AND 19-1/2 FEET NORTH OF A FENCE.
 DN1379'
 DN1379'TO REACH FROM THE POST OFFICE IN NOCONA, GO NORTH ON FARM ROAD
 DN1379'103 FOR 0.55 MILE TO NOCONA MUNICIPAL POOL ON RIGHT AND AZIMUTH
 DN1379'MARK ON LEFT AS DESCRIBED.  CONTINUE NORTH ON FARM ROAD FOR
 DN1379'0.1 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON BLUE
 DN1379'MOUND ROAD FOR 0.25 MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO
 DN1379'NORTHERLY 0.05 MILE TO A FENCE AND STATION AS DESCRIBED.
 DN1379'
 DN1379'REFERENCE MARK NO. 4, A STANDARD DISK SET IN A DRILL HOLE IN
 DN1379'OUTCROPPING ROCK, AND STAMPED BLUE 2 NO 4 1956 1969, IS 6 FEET
 DN1379'NORTH OF AN EAST-WEST FENCE.
 DN1379'
 DN1379'REFERENCE MARK NO. 5, A STANDARD DISK SET IN A DRILL HOLE IN
 DN1379'OUTCROPPING ROCK AND STAMPED BLUE 2 NO 5 1956 1969, IS 5-1/2
 DN1379'FEET NORTH OF AN EAST-WEST FENCE.
 DN1379'
 DN1379'AZIMUTH MARK, A STANDARD DISK, SET IN THE TOP OF A SQUARE
 DN1379'CONCRETE POST AND STAMPED BLUE 2 1956, IS 48 FEET WEST OF THE
 DN1379'CENTERLINE OF FARM ROAD 103, 11-1/2 FEET SOUTH OF A POWERLINE
 DN1379'POLE, 3 FEET SOUTH OF A 4 X 4 INCH WOOD WITNESS POST, 1 FOOT
 DN1379'EAST OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 DN1379'THE MARK IS FLUSH WITH THE GROUND.
 DN1379'
 DN1379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.25 MI.
 DN1379'N OF NOCONA
 DN1379
 DN1379                          STATION RECOVERY (1995)
 DN1379
 DN1379'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2032 ***********************************************************************
 AY2032  DESIGNATION -  BLUE MOUNTAIN USGS 1924
 AY2032  PID         -  AY2032
 AY2032  STATE/COUNTY-  TX/UVALDE
 AY2032  USGS QUAD   -  KNIPPA (1971)
 AY2032
 AY2032                         *CURRENT SURVEY CONTROL
 AY2032  ___________________________________________________________________
 AY2032* NAD 83(1993)-  29 18 13.29748(N)    099 40 02.94805(W)     ADJUSTED  
 AY2032* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 AY2032  ___________________________________________________________________
 AY2032  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AY2032  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AY2032
 AY2032  HORZ ORDER  -  SECOND
 AY2032
 AY2032.The horizontal coordinates were established by classical geodetic methods
 AY2032.and adjusted by the National Geodetic Survey in February 1996..
 AY2032
 AY2032.The orthometric height was scaled from a topographic map.
 AY2032
 AY2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2032
 AY2032.The geoid height was determined by GEOID03.
 AY2032
 AY2032;                    North         East     Units Scale Factor Converg.
 AY2032;SPC TXSC     - 4,163,139.777   535,161.169   MT  0.99986339   -0 19 37.2
 AY2032;SPC TXSC     -13,658,567.75  1,755,774.60   sFT  0.99986339   -0 19 37.2
 AY2032;UTM  14      - 3,241,817.854   435,177.128   MT  0.99965185   -0 19 36.1
 AY2032
 AY2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2032!SPC TXSC     -   0.99994298  x   0.99986339  =   0.99980638
 AY2032!UTM  14      -   0.99994298  x   0.99965185  =   0.99959485
 AY2032
 AY2032                          SUPERSEDED SURVEY CONTROL
 AY2032
 AY2032  NAD 83(1986)-  29 18 13.29604(N)    099 40 02.92903(W) AD(       ) 2
 AY2032  NAD 27      -  29 18 12.44694(N)    099 40 01.73912(W) AD(       ) 2
 AY2032
 AY2032.Superseded values are not recommended for survey control.
 AY2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2032.See file dsdata.txt to determine how the superseded data were derived.
 AY2032
 AY2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3517741818(NAD 83)
 AY2032_MARKER: B = BOLT
 AY2032_SETTING: 0 = UNSPECIFIED SETTING
 AY2032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2032+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AY2032
 AY2032  HISTORY     - Date     Condition        Report By
 AY2032  HISTORY     - 1924     MONUMENTED       CGS
 AY2032  HISTORY     - 1937     GOOD             CGS
 AY2032  HISTORY     - 1972     GOOD             NGS
 AY2032  HISTORY     - 20040512 GOOD             USPSQD
 AY2032
 AY2032                          STATION DESCRIPTION
 AY2032
 AY2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY2032'COPPER BOLT CEMENTED BETWEEN SEVERAL LARGE ROCKS, 20.296
 AY2032'METERS (66.59 FEET) S 87 DEG 55 MIN E FROM STATION
 AY2032
 AY2032                          STATION RECOVERY (1937)
 AY2032
 AY2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 AY2032'STATION RECOVERED AS DESCRIBED.
 AY2032
 AY2032                          STATION RECOVERY (1972)
 AY2032
 AY2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2032'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE ORIGINAL DISTANCE
 AY2032'FROM TRIANGULATION STATION BLUE 1924 WAS VERIFIED.
 AY2032'
 AY2032'THE STATION IS NO LONGER A PACK STATION.  FOLLOWING IS A NEW ROUTE TO
 AY2032'THE STATION.
 AY2032'
 AY2032'TO REACH THE STATION FROM THE POST OFFICE IN KNIPPA, GO WEST ON U.S.
 AY2032'HIGHWAY 90 FOR 1.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 AY2032'NORTH ON A GRAVELED ROAD FOR ABOUT 50 FEET TO A GATE JUST AFTER
 AY2032'CROSSING A RAILROAD TRACK.  PASS THROUGH THE GATE AND CONTINUE
 AY2032'NORTH ON THE GRAVELED ROAD FOR 0.05 MILE TO A GATE ON THE LEFT,
 AY2032'TURN LEFT, PASSING THROUGH THE GATE AND GO WEST AND NORTH ON A
 AY2032'GRAVELED ROAD FOR 0.35 MILE TO A GATE.  PASS THROUGH THE GATE AND
 AY2032'CONTINUE NORTH ON A TRACK ROAD FOR 0.15 MILE TO A FORK, TAKE THE
 AY2032'RIGHT FORK AND GO NORTHEAST ON A TRACK ROAD FOR 0.05 MILE TO
 AY2032'A GATE.  PASS THROUGH THE GATE, TURN LEFT, AND GO NORTH ALONG THE
 AY2032'EAST SIDE OF A FENCE FOR 0.55 MILE TO A FENCE CORNER AND A GATE,
 AY2032'PASS THROUGH THE GATE, BEAR RIGHT, AND GO NORTHEAST ON A CROOKED
 AY2032'TRACK ROAD FOR 0.45 MILE TO THE TOP OF THE HILL AND THE STATION.
 AY2032'
 AY2032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 AY2032'WEST-NORHTWEST OF KNIPPA.
 AY2032
 AY2032                          STATION RECOVERY (2004)
 AY2032
 AY2032'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY2032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1126 ***********************************************************************
 DN1126  DESIGNATION -  BLUE RIDGE MUNICIPAL TANK
 DN1126  PID         -  DN1126
 DN1126  STATE/COUNTY-  TX/COLLIN
 DN1126  USGS QUAD   -  BLUE RIDGE (1960)
 DN1126
 DN1126                         *CURRENT SURVEY CONTROL
 DN1126  ___________________________________________________________________
 DN1126* NAD 83(1993)-  33 17 54.77798(N)    096 24 08.07561(W)     ADJUSTED  
 DN1126* NAVD 88     -                                                        
 DN1126  ___________________________________________________________________
 DN1126  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DN1126  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DN1126
 DN1126  HORZ ORDER  -  THIRD
 DN1126
 DN1126.The horizontal coordinates were established by classical geodetic methods
 DN1126.and adjusted by the National Geodetic Survey in February 1996..
 DN1126
 DN1126
 DN1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1126
 DN1126.The geoid height was determined by GEOID03.
 DN1126
 DN1126;                    North         East     Units Scale Factor Converg.
 DN1126;SPC TXNC     - 2,182,910.434   795,343.144   MT  0.99988187   +1 08 38.8
 DN1126;SPC TXNC     - 7,161,765.32  2,609,388.30   sFT  0.99988187   +1 08 38.8
 DN1126;UTM  14      - 3,687,396.625   741,884.203   MT  1.00032141   +1 25 36.7
 DN1126
 DN1126                          SUPERSEDED SURVEY CONTROL
 DN1126
 DN1126  NAD 83(1993)-  33 17 54.78050(N)    096 24 08.07141(W) AD(       ) 4
 DN1126  NAD 83(1986)-  33 17 54.78500(N)    096 24 08.06430(W) AD(       ) 4
 DN1126  NAD 27      -  33 17 54.36200(N)    096 24 07.11600(W) AD(       ) 3
 DN1126
 DN1126.Superseded values are not recommended for survey control.
 DN1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1126.See file dsdata.txt to determine how the superseded data were derived.
 DN1126
 DN1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4188487397(NAD 83)
 DN1126_MARKER: 53 = ELEVATED TANK
 DN1126
 DN1126  HISTORY     - Date     Condition        Report By
 DN1126  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1126  HISTORY     - 1958     GOOD             CGS
 DN1126  HISTORY     - 1978     GOOD             NGS
 DN1126  HISTORY     - 19940711 GOOD             USPSQD
 DN1126
 DN1126                          STATION DESCRIPTION
 DN1126
 DN1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1126'THE STATION IS CENTRALLY LOCATED IN BLUE RIDGE.  A 4-LEGGED
 DN1126'STEEL STRUCTURE SUPPORTS THE TANK PROPER.  THE LEGS ARE
 DN1126'PAINTED BLACK AND THE TANK IS PAINTED SILVER.  IT HAS AN
 DN1126'OVER-ALL HEIGHT OF 135 FEET AND THE BALL AT THE APEX WAS
 DN1126'THE POINT OBSERVED UPON.
 DN1126'
 DN1126'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 78
 DN1126'AND FARM ROAD 545 IN BLUE RIDGE GO WEST ON FARM ROAD 545
 DN1126'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DN1126
 DN1126                          STATION RECOVERY (1958)
 DN1126
 DN1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1126'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1126'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1126
 DN1126                          STATION RECOVERY (1978)
 DN1126
 DN1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 DN1126'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1126'
 DN1126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BLUE RIDGE.
 DN1126
 DN1126                          STATION RECOVERY (1994)
 DN1126
 DN1126'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0410 ***********************************************************************
 BQ0410  DESIGNATION -  BLUE RM 3
 BQ0410  PID         -  BQ0410
 BQ0410  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0410  USGS QUAD   -  BLUE MOUNTAIN (1978)
 BQ0410
 BQ0410                         *CURRENT SURVEY CONTROL
 BQ0410  ___________________________________________________________________
 BQ0410* NAD 83(1993)-  30 33 55.16236(N)    104 01 22.34250(W)     ADJUSTED  
 BQ0410* NAVD 88     -      2228.4    (meters)    7311.     (feet)  VERTCON   
 BQ0410  ___________________________________________________________________
 BQ0410  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BQ0410  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 BQ0410
 BQ0410  HORZ ORDER  -  FIRST
 BQ0410
 BQ0410.The horizontal coordinates were established by classical geodetic methods
 BQ0410.and adjusted by the National Geodetic Survey in February 1996..
 BQ0410
 BQ0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0410
 BQ0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0410
 BQ0410.The geoid height was determined by GEOID03.
 BQ0410
 BQ0410;                    North         East     Units Scale Factor Converg.
 BQ0410;SPC TX C     - 3,105,489.781   346,141.627   MT  0.99991052   -1 54 01.2
 BQ0410;SPC TX C     -10,188,594.39  1,135,632.99   sFT  0.99991052   -1 54 01.2
 BQ0410;SPC TXSC     - 4,313,146.527   118,235.132   MT  1.00009364   -2 27 38.8
 BQ0410;SPC TXSC     -14,150,714.90    387,909.76   sFT  1.00009364   -2 27 38.8
 BQ0410;UTM  13      - 3,381,836.756   593,705.123   MT  0.99970832   +0 29 48.9
 BQ0410
 BQ0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0410!SPC TX C     -   0.99965351  x   0.99991052  =   0.99956406
 BQ0410!SPC TXSC     -   0.99965351  x   1.00009364  =   0.99974711
 BQ0410!UTM  13      -   0.99965351  x   0.99970832  =   0.99936193
 BQ0410
 BQ0410|---------------------------------------------------------------------|
 BQ0410| PID    Reference Object                     Distance      Geod. Az  |
 BQ0410|                                                           dddmmss.s |
 BQ0410| BQ0409 BLUE                                 20.296 METERS 17648     |
 BQ0410| BQ0414 BALDY                               APPROX.16.4 KM 2982054.0 |
 BQ0410|---------------------------------------------------------------------|
 BQ0410
 BQ0410                          SUPERSEDED SURVEY CONTROL
 BQ0410
 BQ0410  NAD 83(1986)-  30 33 55.16206(N)    104 01 22.34078(W) AD(       ) 1
 BQ0410  NAD 27      -  30 33 54.61002(N)    104 01 20.67850(W) AD(       ) 1
 BQ0410  NGVD 29 (07/19/86) 2227.8    (m)         7309.     (f) VERT ANG       
 BQ0410
 BQ0410.Superseded values are not recommended for survey control.
 BQ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0410.See file dsdata.txt to determine how the superseded data were derived.
 BQ0410
 BQ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP9370581837(NAD 83)
 BQ0410_MARKER: DS = TRIANGULATION STATION DISK
 BQ0410_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0410_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BQ0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0410+STABILITY: POSITION/ELEVATION WELL
 BQ0410
 BQ0410  HISTORY     - Date     Condition        Report By
 BQ0410  HISTORY     - 1977     MONUMENTED       NGS
 BQ0410
 BQ0410                          STATION DESCRIPTION
 BQ0410
 BQ0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BQ0410'THE STATION IS LOCATED ATOP OF BLUE MOUNTAIN, ABOUT 7 MILES
 BQ0410'WEST-SOUTHWEST OF FORT DAVIS, 7-1/2 MILES SOUTH OF MCDONALD
 BQ0410'OBSERVATORY, 18 MILES NORTH OF MARFA AND IS ON PROPERTY OWNED
 BQ0410'BY RUSS LARGENT OF FORT DAVIS, TEXAS. TELEPHONE 426-3330.
 BQ0410'MISTER RED SUTTON AND JAMES DYER GAVE PERMISSION TO CROSS THEIR
 BQ0410'PROPERY IN ORDER TO REACH THE STATION SITE.
 BQ0410'
 BQ0410'A HELICOPTER WAS USED AT THIS TIME TO REACH THE STATION, BUT
 BQ0410'CAN BE REACHED BY A FOUR WHEEL DRIVE VEHICLE AND BACKPACKING.
 BQ0410'TO REACH THE STATION FROM THE POST OFFICE IN FORT DAVIS, GO
 BQ0410'SOUTH ON STATE HIGHWAYS 17 AND 118 FOR 0.005 MILE TO A FORK,
 BQ0410'BEAR RIGHT AND GO SOUTHWESTERLY ON STATE HIGHWAY 17 FOR 2.3
 BQ0410'MILES TO THE JUNCTION WITH STATE HIGHWAY 166. TURN RIGHT AND
 BQ0410'GO WESTERLY ON STATE HIGHWAY 166 FOR 3.2 MILES TO A RANCH ROAD
 BQ0410'RIGHT AND A GATE ON THE RIGHT. TURN RIGHT AND GO NORTHERLY ON
 BQ0410'A RANCH ROAD FOR 1.2 MILES TO A SHED AND A CORRAL, CONTINUE
 BQ0410'AHEAD ON THE MAIN TRAVELED ROAD FOR 0.1 MILE TO A FENCE AND
 BQ0410'A GATE ON THE RIGHT. TURN RIGHT, PASS THROUGH THE GATE AND
 BQ0410'FOLLOW THE MAIN TRAVELED ROAD FOR 0.3 MILE TO A FORK. BEAR
 BQ0410'LEFT AND FOLLOW THE MAIN TRAVELED ROAD, UPHILL, FOR 0.4
 BQ0410'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE UPHILL ON
 BQ0410'THE MAIN TRAVELED ROAD FOR 1.1 MILE TO A DIM TRACK ROAD LEFT.
 BQ0410'CONTINUE AHEAD AND UPHILL ON THE MAIN TRAVELED ROAD FOR 1.05
 BQ0410'MILE TO A GATE IN A FENCELINE AND THE END OF FOUR WHEEL
 BQ0410'DRIVE TRUCK TRAVEL. FROM THIS POINT PACK UP A WASHED OUT
 BQ0410'AREA AND A CROSS A FLAT SADDLE AND UPHILL AGAIN FOR ABOUT 45
 BQ0410'MINUTES TO THE HIGHEST POINT OF THE MOUNTAIN AND THE
 BQ0410'STATION. (A FOUR WHEEL DRIVE VEHICLE OR A HELICOPTER IS
 BQ0410'NEEDED.)
 BQ0410'
 BQ0410'REFERENCE MARK 3, STAMPED---BLUE 1942 NO 3 1977---, IS A
 BQ0410'STANDARD DISK CEMENTED IN DRILL HOLE IN AN IRREGULAR SECTION OF
 BQ0410'BEDROCK AND IS FLUSH WITH THE GROUND. THERE WERE NO SUITABLE
 BQ0410'LOCAL OBJECTS TO MEASURE TO.
 BQ0410'
 BQ0410'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.56 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3178 ***********************************************************************
 CS3178  DESIGNATION -  BLUFF
 CS3178  PID         -  CS3178
 CS3178  STATE/COUNTY-  TX/PARKER
 CS3178  USGS QUAD   -  ADELL (1979)
 CS3178
 CS3178                         *CURRENT SURVEY CONTROL
 CS3178  ___________________________________________________________________
 CS3178* NAD 83(1993)-  32 56 23.89394(N)    097 54 50.40138(W)     ADJUSTED  
 CS3178* NAVD 88     -       417.1    (meters)    1368.     (feet)  VERTCON   
 CS3178  ___________________________________________________________________
 CS3178  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 CS3178  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CS3178
 CS3178  HORZ ORDER  -  THIRD
 CS3178
 CS3178.The horizontal coordinates were established by classical geodetic methods
 CS3178.and adjusted by the National Geodetic Survey in February 1996..
 CS3178
 CS3178.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3178
 CS3178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3178
 CS3178.The geoid height was determined by GEOID03.
 CS3178
 CS3178;                    North         East     Units Scale Factor Converg.
 CS3178;SPC TXNC     - 2,141,349.060   654,793.442   MT  0.99987451   +0 19 10.6
 CS3178;SPC TXNC     - 7,025,409.37  2,148,268.15   sFT  0.99987451   +0 19 10.6
 CS3178;UTM  14      - 3,645,155.308   601,520.708   MT  0.99972708   +0 35 26.1
 CS3178
 CS3178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3178!SPC TXNC     -   0.99993901  x   0.99987451  =   0.99981353
 CS3178!UTM  14      -   0.99993901  x   0.99972708  =   0.99966611
 CS3178
 CS3178:                Primary Azimuth Mark                     Grid Az
 CS3178:SPC TXNC     -  WOLTERS VILLAGE WT SEC                   228 20 09.0
 CS3178:UTM  14      -  WOLTERS VILLAGE WT SEC                   228 03 53.5
 CS3178
 CS3178|---------------------------------------------------------------------|
 CS3178| PID    Reference Object                     Distance      Geod. Az  |
 CS3178|                                                           dddmmss.s |
 CS3178| CT0978 WOLTERS VILLAGE WT SEC              APPROX.19.2 KM 2283919.6 |
 CS3178| CS3179 BALDY                               APPROX. 6.4 KM 2540134.7 |
 CS3178|---------------------------------------------------------------------|
 CS3178
 CS3178                          SUPERSEDED SURVEY CONTROL
 CS3178
 CS3178  NAD 83(1993)-  32 56 23.89830(N)    097 54 50.38661(W) AD(       ) 3
 CS3178  NAD 83(1986)-  32 56 23.89723(N)    097 54 50.38503(W) AD(       ) 3
 CS3178  NAD 27      -  32 56 23.45392(N)    097 54 49.24526(W) AD(       ) 3
 CS3178  NGVD 29 (07/19/86)  417.0    (m)         1368.     (f) VERT ANG       
 CS3178
 CS3178.Superseded values are not recommended for survey control.
 CS3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3178.See file dsdata.txt to determine how the superseded data were derived.
 CS3178
 CS3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0152145155(NAD 83)
 CS3178_MARKER: DD = SURVEY DISK
 CS3178_SETTING: 0 = UNSPECIFIED SETTING
 CS3178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS3178
 CS3178  HISTORY     - Date     Condition        Report By
 CS3178  HISTORY     - 1958     MONUMENTED       USGS
 CS3178  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS3178
 CS3178                          STATION DESCRIPTION
 CS3178
 CS3178'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS3178'STATION IS LOCATED ABOUT 13.7 MI. (AIRLINE DISTANCE) NW. OF
 CS3178'WEATHERFORD, PARKER CO., TEXAS, AND ABOUT 3.5 MI. (AIRLINE DISTANCE)
 CS3178'SW. OF POOLVILLE, PARKER CO., TEXAS, ON THE NE. EDGE OF AN UNDERGROUND
 CS3178'PIPE LINE RIGHT-OF-WAY CLEARING.
 CS3178'
 CS3178'TO REACH FROM COURTHOUSE IN WEATHERFORD, PROCEED N. ON FARM ROADS 920
 CS3178'AND 51 1.0 MI. TO JUNCTION, TURN LEFT ON FARM ROAD 920 AND PROCEED W.
 CS3178'AND NW. 14.5 MI. TO JUNCTION FARM ROAD 920 AND GRAVEL RD. W.  TURN
 CS3178'LEFT AND PROCEED IN WESTERLY DIRECTION 3.4 MI. TO T-RD. E., CONTINUE
 CS3178'W. FROM T-RD. 0.1 MI. ALONG ENTRANCE LANE TO HOUSE, TURN LEFT THROUGH
 CS3178'GATE IN WIRE FENCE AND CONTINUE W. 0.1 MI. TO E. EDGE SCRUB OAK
 CS3178'GROWTH, LEAVE TRUCK AND CONTINUE W. 100 FT. TO EDGE OF PIPE LINE
 CS3178'RIGHT-OF-WAY CLEARING AND STATION.
 CS3178'
 CS3178'STATION MARK--A STANDARD USGS ALUMINUM TABLET IN CONCRETE POST,
 CS3178'STAMPED ---BLUFF 1958---, PROJECTING ABOUT 0.4 FT. ABOVE SURROUNDING
 CS3178'GROUND.
 CS3178
 CS3178                          STATION RECOVERY (1997)
 CS3178
 CS3178'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1681 ***********************************************************************
 FL1681  DESIGNATION -  BLUFF
 FL1681  PID         -  FL1681
 FL1681  STATE/COUNTY-  TX/HUTCHINSON
 FL1681  USGS QUAD   -  PLEMONS (1978)
 FL1681
 FL1681                         *CURRENT SURVEY CONTROL
 FL1681  ___________________________________________________________________
 FL1681* NAD 83(1993)-  35 48 58.55947(N)    101 16 50.15612(W)     ADJUSTED  
 FL1681* NAVD 88     -       907.     (meters)    2976.     (feet)  SCALED    
 FL1681  ___________________________________________________________________
 FL1681  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FL1681  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FL1681
 FL1681  HORZ ORDER  -  THIRD
 FL1681
 FL1681.The horizontal coordinates were established by classical geodetic methods
 FL1681.and adjusted by the National Geodetic Survey in February 1996..
 FL1681
 FL1681.The orthometric height was scaled from a topographic map.
 FL1681
 FL1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1681
 FL1681.The geoid height was determined by GEOID03.
 FL1681
 FL1681;                    North         East     Units Scale Factor Converg.
 FL1681;SPC TX N     - 1,201,514.967   219,826.489   MT  0.99993498   +0 07 37.7
 FL1681;SPC TX N     - 3,941,970.35    721,214.07   sFT  0.99993498   +0 07 37.7
 FL1681;UTM  14      - 3,965,970.378   293,962.024   MT  1.00012313   -1 20 06.2
 FL1681
 FL1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1681!SPC TX N     -   0.99986186  x   0.99993498  =   0.99979684
 FL1681!UTM  14      -   0.99986186  x   1.00012313  =   0.99998497
 FL1681
 FL1681:                Primary Azimuth Mark                     Grid Az
 FL1681:SPC TX N     -  QUAIL                                    056 49 25.1
 FL1681:UTM  14      -  QUAIL                                    058 17 09.0
 FL1681
 FL1681|---------------------------------------------------------------------|
 FL1681| PID    Reference Object                     Distance      Geod. Az  |
 FL1681|                                                           dddmmss.s |
 FL1681| FL1678 QUAIL                               APPROX. 3.1 KM 0565702.8 |
 FL1681|---------------------------------------------------------------------|
 FL1681
 FL1681                          SUPERSEDED SURVEY CONTROL
 FL1681
 FL1681  NAD 83(1993)-  35 48 58.56000(N)    101 16 50.15504(W) AD(       ) 3
 FL1681  NAD 83(1986)-  35 48 58.56715(N)    101 16 50.14471(W) AD(       ) 3
 FL1681  NAD 27      -  35 48 58.42429(N)    101 16 48.56602(W) AD(       ) 3
 FL1681
 FL1681.Superseded values are not recommended for survey control.
 FL1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1681.See file dsdata.txt to determine how the superseded data were derived.
 FL1681
 FL1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9396265970(NAD 83)
 FL1681_MARKER: DD = SURVEY DISK
 FL1681_SETTING: 0 = UNSPECIFIED SETTING
 FL1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1681
 FL1681  HISTORY     - Date     Condition        Report By
 FL1681  HISTORY     - 1952     MONUMENTED       USGS
 FL1681
 FL1681                          STATION DESCRIPTION
 FL1681
 FL1681'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1681'TO REACH FROM STINNETT POST OFFICE, GO E. 5.4 MI. TO CROSSROADS.  TURN
 FL1681'LEFT N., CROSS CATTLE GUARD GO 2.8 MI. TO RD. FORK NEAR STONE HOUSE.
 FL1681'TAKE RIGHT FORK, GO 0.5 MI. TO MOORE CREEK CROSSING.  CROSS CREEK
 FL1681'CONTINUE E. 1.3 MI. TO RD. FORK.  TURN RIGHT S., GO 0.2 MI. TO MOORE
 FL1681'CREEK CROSSING.  CONTINUE ON RD. 1.1 MI. TO RD. ON LEFT THROUGH GATE
 FL1681'TO WINDMILL.  LEAVE RD. TURN RIGHT GO 0.1 MI. W. AND NW. TO BASE OF
 FL1681'BLUFF.  LEAVE TRUCK, WALK APPROXIMATELY 5 MINUTES TO TOP OF BLUFF AND
 FL1681'STATION.
 FL1681'
 FL1681'STATION MARK - STANDARD TABLET WELDED IN TOP OF 5 IN. IRON PIPE
 FL1681'STAMPED ---BLUFF 1952---.
 FL1681'
 FL1681'REFERENCE MARK NO.1 - 3/4 IN. IRON PIPE DRIVEN IN GROUND 108.70 FT.
 FL1681'FROM STATION, S 37 DEG 44 MIN 13 SEC W.
 FL1681'
 FL1681'REFERENCE MARKS NO.2 - 3/4 IN. IRON PIPE DRIVEN IN GROUND 107.90 FT.
 FL1681'FROM STATION, S 58 DEG 47 MIN 16 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1057 ***********************************************************************
 CA1057  DESIGNATION -  BLUFF ET
 CA1057  PID         -  CA1057
 CA1057  STATE/COUNTY-  TX/BROWN
 CA1057  USGS QUAD   -  BROOKESMITH (1978)
 CA1057
 CA1057                         *CURRENT SURVEY CONTROL
 CA1057  ___________________________________________________________________
 CA1057* NAD 83(1993)-  31 35 28.19688(N)    099 03 07.35709(W)     ADJUSTED  
 CA1057* NAVD 88     -       452.1    (meters)    1483.     (feet)  VERTCON   
 CA1057  ___________________________________________________________________
 CA1057  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 CA1057  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CA1057
 CA1057  HORZ ORDER  -  THIRD
 CA1057
 CA1057.The horizontal coordinates were established by classical geodetic methods
 CA1057.and adjusted by the National Geodetic Survey in February 1996..
 CA1057
 CA1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1057
 CA1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1057
 CA1057.The geoid height was determined by GEOID03.
 CA1057
 CA1057;                    North         East     Units Scale Factor Converg.
 CA1057;SPC TX C     - 3,214,045.534   821,596.586   MT  0.99993457   +0 39 35.8
 CA1057;SPC TX C     -10,544,747.72  2,695,521.47   sFT  0.99993457   +0 39 35.8
 CA1057;UTM  14      - 3,495,122.140   495,062.513   MT  0.99960030   -0 01 38.1
 CA1057
 CA1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1057!SPC TX C     -   0.99993301  x   0.99993457  =   0.99986758
 CA1057!UTM  14      -   0.99993301  x   0.99960030  =   0.99953333
 CA1057
 CA1057:                Primary Azimuth Mark                     Grid Az
 CA1057:SPC TX C     -  LOST                                     218 55 56.4
 CA1057:UTM  14      -  LOST                                     219 37 10.3
 CA1057
 CA1057|---------------------------------------------------------------------|
 CA1057| PID    Reference Object                     Distance      Geod. Az  |
 CA1057|                                                           dddmmss.s |
 CA1057| CA1085 LOST                                APPROX.24.7 KM 2193532.2 |
 CA1057|---------------------------------------------------------------------|
 CA1057
 CA1057                          SUPERSEDED SURVEY CONTROL
 CA1057
 CA1057  NAD 83(1986)-  31 35 28.20531(N)    099 03 07.34096(W) AD(       ) 3
 CA1057  NAD 27      -  31 35 27.63756(N)    099 03 06.17437(W) AD(       ) 3
 CA1057  NGVD 29 (07/19/86)  452.0    (m)         1483.     (f) VERT ANG       
 CA1057
 CA1057.Superseded values are not recommended for survey control.
 CA1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1057.See file dsdata.txt to determine how the superseded data were derived.
 CA1057
 CA1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV9506395122(NAD 83)
 CA1057_MARKER: DD = SURVEY DISK
 CA1057_SETTING: 66 = SET IN ROCK OUTCROP
 CA1057_SP_SET: SET IN ROCK OUTCROP
 CA1057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1057+STABILITY: POSITION/ELEVATION WELL
 CA1057
 CA1057  HISTORY     - Date     Condition        Report By
 CA1057  HISTORY     - 1961     MONUMENTED       USGS
 CA1057
 CA1057                          STATION DESCRIPTION
 CA1057
 CA1057'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CA1057'STATION LOCATED ABOUT 9 MI. (AIRLINE) SW. OF BROWNWOOD, 5.2 MI. NE.
 CA1057'OF DULIN, 375 FT. S. AND 120 FT. E. OF GATE IN E. RIGHT-OF-WAY FENCE,
 CA1057'50 FT. N. FROM EDGE OF BLUFF.
 CA1057'
 CA1057'TO REACH FROM BROWNWOOD POST OFFICE, GO SW. 0.5 MI. TO U.S. HIGHWAY
 CA1057'377, TURN LEFT AND GO SOUTHERLY 8.8 MI. ON HIGHWAY 377 TO STATION ON
 CA1057'LEFT.
 CA1057'
 CA1057'STATION MARK--STANDARD ALUMINUM TABLET SET IN SOLID ROCK, STAMPED
 CA1057'---BLUFF-ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0703 ***********************************************************************
 DQ0703  DESIGNATION -  BLUFF ET
 DQ0703  PID         -  DQ0703
 DQ0703  STATE/COUNTY-  TX/TERRY
 DQ0703  USGS QUAD   -  MEADOW SE (1985)
 DQ0703
 DQ0703                         *CURRENT SURVEY CONTROL
 DQ0703  ___________________________________________________________________
 DQ0703* NAD 83(1993)-  33 17 52.65908(N)    102 07 10.46703(W)     ADJUSTED  
 DQ0703* NAVD 88     -      1004.4    (meters)    3295.     (feet)  VERTCON   
 DQ0703  ___________________________________________________________________
 DQ0703  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 DQ0703  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 DQ0703
 DQ0703  HORZ ORDER  -  SECOND
 DQ0703
 DQ0703.The horizontal coordinates were established by classical geodetic methods
 DQ0703.and adjusted by the National Geodetic Survey in February 1996..
 DQ0703
 DQ0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0703
 DQ0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0703
 DQ0703.The geoid height was determined by GEOID03.
 DQ0703
 DQ0703;                    North         East     Units Scale Factor Converg.
 DQ0703;SPC TXNC     - 2,186,701.125   262,987.235   MT  0.99988183   -1 58 26.7
 DQ0703;SPC TXNC     - 7,174,201.94    862,817.29   sFT  0.99988183   -1 58 26.7
 DQ0703;UTM  13      - 3,688,022.882   768,214.528   MT  1.00048705   +1 34 56.2
 DQ0703
 DQ0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0703!SPC TXNC     -   0.99984611  x   0.99988183  =   0.99972796
 DQ0703!UTM  13      -   0.99984611  x   1.00048705  =   1.00033309
 DQ0703
 DQ0703:                Primary Azimuth Mark                     Grid Az
 DQ0703:SPC TXNC     -  NEW HOME WATER TANK                      083 07 33.8
 DQ0703:UTM  13      -  NEW HOME WATER TANK                      079 34 10.9
 DQ0703
 DQ0703|---------------------------------------------------------------------|
 DQ0703| PID    Reference Object                     Distance      Geod. Az  |
 DQ0703|                                                           dddmmss.s |
 DQ0703| DP0653 NEW HOME WATER TANK                 APPROX.19.7 KM 0810907.1 |
 DQ0703| CJ6673 BLUFF ET RM 2                        14.403 METERS 17941     |
 DQ0703| DQ0705 MEADOW WATER TANK                   APPROX. 9.3 KM 2980225.9 |
 DQ0703| CJ6672 BLUFF ET RM 1                        14.131 METERS 35939     |
 DQ0703|---------------------------------------------------------------------|
 DQ0703
 DQ0703                          SUPERSEDED SURVEY CONTROL
 DQ0703
 DQ0703  NAD 83(1986)-  33 17 52.66731(N)    102 07 10.45948(W) AD(       ) 2
 DQ0703  NAD 27      -  33 17 52.34487(N)    102 07 08.84196(W) AD(       ) 2
 DQ0703  NGVD 29 (07/19/86) 1004.0    (m)         3294.     (f) VERT ANG       
 DQ0703
 DQ0703.Superseded values are not recommended for survey control.
 DQ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0703.See file dsdata.txt to determine how the superseded data were derived.
 DQ0703
 DQ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS6821588023(NAD 83)
 DQ0703_MARKER: DD = SURVEY DISK
 DQ0703_SETTING: 0 = UNSPECIFIED SETTING
 DQ0703
 DQ0703  HISTORY     - Date     Condition        Report By
 DQ0703  HISTORY     - 1968     MONUMENTED       USGS
 DQ0703
 DQ0703                          STATION DESCRIPTION
 DQ0703
 DQ0703'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0703'THE STATION IS LOCATED NORTH 49 DEG EAST ABOUT 12.6 MILES AIRLINE
 DQ0703'FROM THE COURTHOUSE AT BROWNFIELD, TEXAS ON A BANK ON THE WEST SIDE
 DQ0703'OF A NORTH-SOUTH GRADED ROAD.
 DQ0703'
 DQ0703'TO REACH FROM THE COURTHOUSE AT BROWNFIELD GO 9.4 MILES EAST ON
 DQ0703'U.S. HIGHWAY 380 TO A GRADED ROAD, TURN LEFT AND GO 8.1 MILES NORTH
 DQ0703'ON A GRADED ROAD TO THE STATION SITE ON THE LEFT.  THE STATION IS
 DQ0703'216 FEET NORTH AND 35 FEET WEST OF A X-RDS.  THE STATION IS 13.5
 DQ0703'FEET WEST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 DQ0703'
 DQ0703'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 DQ0703'ROD DRIVEN TO REFUSAL (10 FEET), CENTERED IN AN ORANGEBURG TILE,
 DQ0703'6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 DQ0703'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED BLUFF ET 1968.
 DQ0703'
 DQ0703'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 262 FEET NORTH AND
 DQ0703'35 FEET WEST OF THE X-RDS.  A USGS BRONZE REFERENCE MARK TABLET
 DQ0703'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 15 FEET, CENTERED
 DQ0703'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED
 DQ0703'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 DQ0703'BLUFF ET 1968 - 1.
 DQ0703'
 DQ0703'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 169 FEET NORTH
 DQ0703'AND 35 FEET WEST OF THE X-RDS.  A USGS BRONZE REFERENCE MARK
 DQ0703'TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 15 FEET,
 DQ0703'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 DQ0703'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND
 DQ0703'AND IS STAMPED BLUFF ET 1968 - 2.
 DQ0703'
 DQ0703'THE MEADOW WATER TANK IS VISIBLE FROM THE GROUND AND WILL SERVE
 DQ0703'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2884 ***********************************************************************
 CS2884  DESIGNATION -  BLUFF VIEW FARM WATER TANK
 CS2884  PID         -  CS2884
 CS2884  STATE/COUNTY-  TX/DALLAS
 CS2884  USGS QUAD   -  CARROLLTON (1981)
 CS2884
 CS2884                         *CURRENT SURVEY CONTROL
 CS2884  ___________________________________________________________________
 CS2884* NAD 83(1993)-  32 53 21.02069(N)    096 53 01.40442(W)     ADJUSTED  
 CS2884* NAVD 88     -                                                        
 CS2884  ___________________________________________________________________
 CS2884  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 CS2884  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CS2884
 CS2884  HORZ ORDER  -  THIRD
 CS2884
 CS2884.The horizontal coordinates were established by classical geodetic methods
 CS2884.and adjusted by the National Geodetic Survey in February 1996..
 CS2884
 CS2884
 CS2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2884
 CS2884.The geoid height was determined by GEOID03.
 CS2884
 CS2884;                    North         East     Units Scale Factor Converg.
 CS2884;SPC TXNC     - 2,136,726.502   751,210.174   MT  0.99987662   +0 52 53.4
 CS2884;SPC TXNC     - 7,010,243.53  2,464,595.38   sFT  0.99987662   +0 52 53.4
 CS2884;UTM  14      - 3,640,986.462   697,959.141   MT  1.00008322   +1 08 58.4
 CS2884
 CS2884                          SUPERSEDED SURVEY CONTROL
 CS2884
 CS2884  NAD 83(1993)-  32 53 21.02082(N)    096 53 01.38864(W) AD(       ) 4
 CS2884  NAD 83(1986)-  32 53 21.02656(N)    096 53 01.38773(W) AD(       ) 4
 CS2884  NAD 27      -  32 53 20.57100(N)    096 53 00.37800(W) AD(       ) 3
 CS2884
 CS2884.Superseded values are not recommended for survey control.
 CS2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2884.See file dsdata.txt to determine how the superseded data were derived.
 CS2884
 CS2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9795940986(NAD 83)
 CS2884_MARKER: 53 = ELEVATED TANK
 CS2884
 CS2884  HISTORY     - Date     Condition        Report By
 CS2884  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2884  HISTORY     - 1959     GOOD             CGS
 CS2884  HISTORY     - 1965     GOOD             CGS
 CS2884  HISTORY     - 20000209 MARK NOT FOUND   USPSQD
 CS2884
 CS2884                          STATION DESCRIPTION
 CS2884
 CS2884'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2884'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE RAILROAD
 CS2884'STATION IN FARMERS BRANCH, ABOUT 0.15 MILE EAST OF BROADWAY
 CS2884'STREET AND 40 FEET SOUTH OF A FENCE.  IT IS A SILVER PAINTED,
 CS2884'4 LEGGED, STEEL WATER TANK ABOUT 100 FEET HIGH.  THE NAME
 CS2884'BLUFF VIEW FARM IS PAINTED ON THE TANK IN LARGE RED LETTERS.
 CS2884'
 CS2884'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2884'
 CS2884'TO REACH FROM THE RAILROAD STATION IN FARMERS BRANCH GO SOUTH
 CS2884'ON BROADWAY STREET FOR 2.9 MILES TO FARM DRIVEWAY ON LEFT,
 CS2884'TURN LEFT HERE AND GO EAST 0.15 MILE TO STATION ON RIGHT.
 CS2884
 CS2884                          STATION RECOVERY (1959)
 CS2884
 CS2884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2884'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2884
 CS2884                          STATION RECOVERY (1965)
 CS2884
 CS2884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 CS2884'THE STATION WAS RECOVERED AS DESCRIBED.
 CS2884'
 CS2884'THE PRESENT TO REACH IS ADEQUATE.
 CS2884
 CS2884                          STATION RECOVERY (2000)
 CS2884
 CS2884'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0608 ***********************************************************************
 BN0608  DESIGNATION -  BLUFFTON
 BN0608  PID         -  BN0608
 BN0608  STATE/COUNTY-  TX/LLANO
 BN0608  USGS QUAD   -  LAKE BUCHANAN (1979)
 BN0608
 BN0608                         *CURRENT SURVEY CONTROL
 BN0608  ___________________________________________________________________
 BN0608* NAD 83(1993)-  30 49 30.60104(N)    098 28 54.88018(W)     ADJUSTED  
 BN0608* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 BN0608  ___________________________________________________________________
 BN0608  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 BN0608  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 BN0608
 BN0608  HORZ ORDER  -  THIRD
 BN0608
 BN0608.The horizontal coordinates were established by classical geodetic methods
 BN0608.and adjusted by the National Geodetic Survey in February 1996..
 BN0608
 BN0608.The orthometric height was scaled from a topographic map.
 BN0608
 BN0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0608
 BN0608.The geoid height was determined by GEOID03.
 BN0608
 BN0608;                    North         East     Units Scale Factor Converg.
 BN0608;SPC TX C     - 3,129,899.374   877,112.188   MT  0.99988645   +0 57 12.9
 BN0608;SPC TX C     -10,268,678.20  2,877,658.90   sFT  0.99988645   +0 57 12.9
 BN0608;UTM  14      - 3,410,341.101   549,550.230   MT  0.99963029   +0 15 55.7
 BN0608
 BN0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0608!SPC TX C     -   0.99995178  x   0.99988645  =   0.99983823
 BN0608!UTM  14      -   0.99995178  x   0.99963029  =   0.99958209
 BN0608
 BN0608|---------------------------------------------------------------------|
 BN0608| PID    Reference Object                     Distance      Geod. Az  |
 BN0608|                                                           dddmmss.s |
 BN0608| CV4288 BLUFFTON RM 1                        10.315 METERS 05719     |
 BN0608| BN0602 BUCHANAN DAM RADIO MAST             APPROX.10.5 KM 1442823.3 |
 BN0608| CV4289 BLUFFTON RM 2                         8.102 METERS 22320     |
 BN0608| CV4287 BLUFFTON AZ MK                                     2315318.8 |
 BN0608|---------------------------------------------------------------------|
 BN0608
 BN0608                          SUPERSEDED SURVEY CONTROL
 BN0608
 BN0608  NAD 83(1986)-  30 49 30.61186(N)    098 28 54.86601(W) AD(       ) 3
 BN0608  NAD 27      -  30 49 29.97120(N)    098 28 53.74870(W) AD(       ) 3
 BN0608
 BN0608.Superseded values are not recommended for survey control.
 BN0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0608.See file dsdata.txt to determine how the superseded data were derived.
 BN0608
 BN0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV4955010341(NAD 83)
 BN0608_MARKER: DS = TRIANGULATION STATION DISK
 BN0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0608_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0608
 BN0608  HISTORY     - Date     Condition        Report By
 BN0608  HISTORY     - 1956     MONUMENTED       CGS
 BN0608  HISTORY     - 1958     GOOD             CGS
 BN0608
 BN0608                          STATION DESCRIPTION
 BN0608
 BN0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0608'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF LLANO,
 BN0608'3/4 MILE NORTHEAST OF BLUFFTON, 36 FEET EAST OF THE CENTER
 BN0608'OF FARM ROAD 2241, 7 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER,
 BN0608'5 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST AND 4
 BN0608'FEET WEST OF A FENCE.
 BN0608'
 BN0608'TO REACH THE STATION FROM THE POST OFFICE IN BLUFFTON, GO
 BN0608'NORTHEASTERLY ON FARM ROAD 2241 FOR 0.35 MILE TO THE AZIMUTH
 BN0608'MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON THE HIGHWAY
 BN0608'FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 BN0608'
 BN0608'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0608'BLUFFTON 1956.
 BN0608'
 BN0608'REFERENCE MARK 1 IS 39 FEET EAST OF THE CENTER OF THE HIGHWAY
 BN0608'AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 6 INCHES,
 BN0608'AND THE DISK IS STAMPED BLUFFTON NO 1 1956.
 BN0608'
 BN0608'REFERENCE MARK 2 IS 40 FEET EAST OF THE CENTER OF THE HIGHWAY
 BN0608'AND 1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 6 INCHES.
 BN0608'IT IS A STANDARD AZIMUTH MARK DISK WHICH IS STAMPED BLUFFTON
 BN0608'NO 2 1956.
 BN0608'
 BN0608'THE AZIMUTH MARK IS 38 FEET EAST OF THE CENTER OF THE HIGHWAY,
 BN0608'2 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST AND 2
 BN0608'FEET WEST OF A FENCE.  THE MARK PROJECTS 5 INCHES.  IT IS
 BN0608'A STANDARD REFERENCE MARK DISK WHICH IS STAMPED BLUFFTON
 BN0608'AZI 1956.
 BN0608'
 BN0608'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0608
 BN0608                          STATION RECOVERY (1958)
 BN0608
 BN0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CB)
 BN0608'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BN0608'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 BN0608'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3080 ***********************************************************************
 CS3080  DESIGNATION -  BLUM
 CS3080  PID         -  CS3080
 CS3080  STATE/COUNTY-  TX/HILL
 CS3080  USGS QUAD   -  LAKESIDE VILLAGE (1976)
 CS3080
 CS3080                         *CURRENT SURVEY CONTROL
 CS3080  ___________________________________________________________________
 CS3080* NAD 83(1993)-  32 07 17.82691(N)    097 22 43.07247(W)     ADJUSTED  
 CS3080* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 CS3080  ___________________________________________________________________
 CS3080  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 CS3080  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CS3080
 CS3080  HORZ ORDER  -  SECOND
 CS3080
 CS3080.The horizontal coordinates were established by classical geodetic methods
 CS3080.and adjusted by the National Geodetic Survey in February 1996..
 CS3080
 CS3080.The orthometric height was scaled from a topographic map.
 CS3080
 CS3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3080
 CS3080.The geoid height was determined by GEOID03.
 CS3080
 CS3080;                    North         East     Units Scale Factor Converg.
 CS3080;SPC TXNC     - 2,051,016.009   705,819.887   MT  1.00000327   +0 36 41.7
 CS3080;SPC TXNC     - 6,729,041.69  2,315,677.41   sFT  1.00000327   +0 36 41.7
 CS3080;SPC TX C     - 3,275,867.006   978,817.405   MT  1.00007271   +1 31 18.6
 CS3080;SPC TX C     -10,747,573.67  3,211,336.77   sFT  1.00007271   +1 31 18.6
 CS3080;UTM  14      - 3,555,067.234   652,953.389   MT  0.99988851   +0 51 44.2
 CS3080
 CS3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3080!SPC TXNC     -   0.99996962  x   1.00000327  =   0.99997289
 CS3080!SPC TX C     -   0.99996962  x   1.00007271  =   1.00004233
 CS3080!UTM  14      -   0.99996962  x   0.99988851  =   0.99985813
 CS3080
 CS3080|---------------------------------------------------------------------|
 CS3080| PID    Reference Object                     Distance      Geod. Az  |
 CS3080|                                                           dddmmss.s |
 CS3080| CX9780 BLUM RM 2                            34.360 METERS 00913     |
 CS3080| CX9779 BLUM RM 1                            31.914 METERS 10641     |
 CS3080| CX9778 BLUM AZ MK                                         2121151.3 |
 CS3080|---------------------------------------------------------------------|
 CS3080
 CS3080                          SUPERSEDED SURVEY CONTROL
 CS3080
 CS3080  NAD 83(1986)-  32 07 17.83333(N)    097 22 43.05178(W) AD(       ) 2
 CS3080  NAD 27      -  32 07 17.29000(N)    097 22 41.98900(W) AD(       ) 2
 CS3080
 CS3080.Superseded values are not recommended for survey control.
 CS3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3080.See file dsdata.txt to determine how the superseded data were derived.
 CS3080
 CS3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5295355067(NAD 83)
 CS3080_MARKER: DD = SURVEY DISK
 CS3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3080
 CS3080  HISTORY     - Date     Condition        Report By
 CS3080  HISTORY     - 1944     MONUMENTED       CGS
 CS3080  HISTORY     - 1948     GOOD             CGS
 CS3080  HISTORY     - 1976     GOOD             LOCENG
 CS3080  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 CS3080
 CS3080                          STATION DESCRIPTION
 CS3080
 CS3080'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3080'STATION IS LOCATED ON THE HIGHEST PART OF A HILL, 2 MILES
 CS3080'SE OF BLUM, IN CLEARED PASTURE LAND OWNED BY J.E. SAXTON.
 CS3080'THE MARK IS 80 FEET W OF THE E PROPERTY-LINE FENCE, 100
 CS3080'FEET N OF A LONE 4-INCH MESQUITE TREE, AND 0.4 MILE E OF
 CS3080'A POWER-TRAN. LINE ACROSS THE PASTURE.  IT IS SET FLUSH.
 CS3080'
 CS3080'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS3080'DISKS SET IN CONCRETE.
 CS3080'
 CS3080'REFERENCE MARK 1 IS SE OF THE STATION, 1 FOOT W OF THE PROPERTY
 CS3080'FENCE, AND 45 FEET NE OF THE LONE TREE.  IT PROJECTS ABOUT
 CS3080'6 INCHES.
 CS3080'
 CS3080'REFERENCE MARK 2 IS NE OF THE STATION AND 1 FOOT W OF THE
 CS3080'PROPERTY FENCE LINE.  IT PROJECTS ABOUT 6 INCHES.
 CS3080'
 CS3080'AZIMUTH MARK IS 0.6 MILE SW OF THE STATION, 1 FOOT W OF
 CS3080'THE E RIGHT-OF-WAY FENCE LINE, 18 FEET E OF THE CENTER LINE
 CS3080'OF THE ROAD, AND 30 PACES NE OF A RED GATE ON THE W SIDE
 CS3080'OF THE ROAD.  IT PROJECTS ABOUT 7 INCHES.
 CS3080'
 CS3080'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CS3080'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE
 CS3080'NUMBERS.
 CS3080'
 CS3080'TO REACH THE STATION FROM BLUM, GO S ON THE WHITNEY ROAD
 CS3080'FOR 1.2 MILES TO A T-ROAD.  TURN LEFT ON FARM ROAD AND GO
 CS3080'1.1 MILES TO A BOARD GATE ON THE RIGHT AND A WIRE GATE ON
 CS3080'THE LEFT (CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO THE AZIMUTH
 CS3080'MARK ON THE E SIDE OF THE ROAD AT THE TOP OF THE HILL).
 CS3080'TURN LEFT THROUGH THE WIRE GATE AND GO E ACROSS THE PASTURE
 CS3080'FOR 0.6 MILE TO THE HIGHEST PART OF THE HILL AT THE E FENCE
 CS3080'LINE AND THE STATION.
 CS3080'
 CS3080'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CS3080
 CS3080                          STATION RECOVERY (1948)
 CS3080
 CS3080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3080'THE STATION WAS RECOVERED AS DESCRIBED BY P.L.B. IN 1944
 CS3080'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A SMALL CHANGE
 CS3080'WAS FOUND IN THE DISTANCES TO THE REFERENCE MARKS.  A COMPLETE
 CS3080'NEW DESCRIPTION FOLLOWS.
 CS3080'
 CS3080'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF BLUM,
 CS3080'ON THE HIGHEST POINT OF A HILL IN MR. J.E. SAXTONS PASTURE.
 CS3080'IT IS 100 FEET NORTH OF A LONE 5 INCH MESQUITE TREE, AND
 CS3080'72 FEET WEST OF A PASTURE FENCE.  THE DISK IS STAMPED BLUM
 CS3080'1944 AND IS SET FLUSH WITH THE GROUND.
 CS3080'
 CS3080'REFERENCE MARK NO. 1 IS 104.70 FEET SOUTHEAST OF THE STATION,
 CS3080'AND 1 FOOT WEST OF THE FENCE LINE.  THE DISK IS STAMPED
 CS3080'BLUM NO 1 1944 AND PROJECTS 6 INCHES.
 CS3080'
 CS3080'REFERENCE MARK NO. 2 IS 112.73 FEET NORTHEAST OF THE STATION,
 CS3080'AND 1 FOOT WEST OF THE FENCE LINE.  THE DISK IS STAMPED
 CS3080'BLUM NO 2 1944 AND PROJECTS 6 INCHES.
 CS3080'
 CS3080'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTHWEST OF
 CS3080'THE STATION, 30 YARDS NORTHEAST OF A GATE, 18 FEET EAST
 CS3080'OF THE CENTERLINE OF THE ROAD, AND 1 FOOT WEST OF A FENCE
 CS3080'LINE.  THE DISK IS STAMPED BLUM 1944 AND PROJECTS 8 INCHES.
 CS3080'
 CS3080'TO REACH THE STATION FROM THE POST OFFICE IN BLUM, GO SOUTH
 CS3080'FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 1.2
 CS3080'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW A LANE
 CS3080'FOR 1.1 MILES TO A GATE ON THE LEFT.* TURN LEFT THRU THE
 CS3080'GATE AND DRIVE EAST ACROSS THE PASTURE FOR 0.3 MILE TO A
 CS3080'POWER LINE.  CONTINUE EAST FOR 0.3 MILE TO THE HIGHEST PART
 CS3080'OF THE HILL AND THE STATION AS DESCRIBED.
 CS3080'
 CS3080'*TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE DOWN THE
 CS3080'LANE FOR 0.4 MILE TO THE TOP OF A SMALL HILL AND THE MARK
 CS3080'ON THE LEFT AS DESCRIBED.
 CS3080'
 CS3080'HEIGHT OF TOWER-64 FEET.
 CS3080'
 CS3080'A 47 FOOT SIGNAL AT RIO 1944 IS VISIBLE FROM THE GROUND.
 CS3080'
 CS3080'A 74 FOOT SIGNAL AT BLANTON IS VISIBLE FROM THE GROUND.
 CS3080'
 CS3080'A 74 FOOT SIGNAL AT LACE 1944 IS VISIBLE AT 37 FEET.
 CS3080
 CS3080                          STATION RECOVERY (1976)
 CS3080
 CS3080'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (LWF)
 CS3080'BLUM 1944 RECOVERED GOOD.
 CS3080'
 CS3080'RM NO. 1 1944 RECOVERED GOOD.
 CS3080'
 CS3080'RM NO. 2 1944 RECOVERED GOOD.
 CS3080'
 CS3080'I FOUND IT WAS EASIER TO USE THE FIRST DESCRIPTION TO REACH THE
 CS3080'STATION BECAUSE OF BETTER AVAILIBILITY OF KEYS TO THE GATES.
 CS3080
 CS3080                          STATION RECOVERY (1999)
 CS3080
 CS3080'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0650 ***********************************************************************
 BN0650  DESIGNATION -  BLUMENTHAL
 BN0650  PID         -  BN0650
 BN0650  STATE/COUNTY-  TX/GILLESPIE
 BN0650  USGS QUAD   -  STONEWALL (1961)
 BN0650
 BN0650                         *CURRENT SURVEY CONTROL
 BN0650  ___________________________________________________________________
 BN0650* NAD 83(1993)-  30 13 21.80782(N)    098 44 13.89120(W)     ADJUSTED  
 BN0650* NAVD 88     -       460.28   (+/-2cm)    1510.1    (feet)  VERTCON   
 BN0650  ___________________________________________________________________
 BN0650  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 BN0650  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BN0650
 BN0650  HORZ ORDER  -  SECOND
 BN0650  VERT ORDER  -  THIRD ? (See Below)
 BN0650
 BN0650.The horizontal coordinates were established by classical geodetic methods
 BN0650.and adjusted by the National Geodetic Survey in February 1996..
 BN0650
 BN0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0650.The vertical order pertains to the NGVD 29 superseded value.
 BN0650
 BN0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0650
 BN0650.The geoid height was determined by GEOID03.
 BN0650
 BN0650;                    North         East     Units Scale Factor Converg.
 BN0650;SPC TX C     - 3,062,745.533   853,651.315   MT  0.99997338   +0 49 19.6
 BN0650;SPC TX C     -10,048,357.64  2,800,687.69   sFT  0.99997338   +0 49 19.6
 BN0650;SPC TXSC     - 4,264,846.314   625,300.101   MT  0.99998305   +0 07 43.5
 BN0650;SPC TXSC     -13,992,249.95  2,051,505.41   sFT  0.99998305   +0 07 43.5
 BN0650;UTM  14      - 3,343,494.634   525,290.475   MT  0.99960789   +0 07 56.2
 BN0650
 BN0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0650!SPC TX C     -   0.99993127  x   0.99997338  =   0.99990465
 BN0650!SPC TXSC     -   0.99993127  x   0.99998305  =   0.99991432
 BN0650!UTM  14      -   0.99993127  x   0.99960789  =   0.99953919
 BN0650
 BN0650|---------------------------------------------------------------------|
 BN0650| PID    Reference Object                     Distance      Geod. Az  |
 BN0650|                                                           dddmmss.s |
 BN0650| CV4291 BLUMENTHAL RM 1                      11.031 METERS 07720     |
 BN0650| CV4290 BLUMENTHAL AZ MK                                   1820559.5 |
 BN0650| CV4292 BLUMENTHAL RM 2                      30.992 METERS 22316     |
 BN0650|---------------------------------------------------------------------|
 BN0650
 BN0650                          SUPERSEDED SURVEY CONTROL
 BN0650
 BN0650  NAD 83(1986)-  30 13 21.81724(N)    098 44 13.87664(W) AD(       ) 2
 BN0650  NAD 27      -  30 13 21.08490(N)    098 44 12.74950(W) AD(       ) 2
 BN0650  NGVD 29 (07/19/86)  460.23   (m)         1509.9    (f) LEVELING    3  
 BN0650
 BN0650.Superseded values are not recommended for survey control.
 BN0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0650.See file dsdata.txt to determine how the superseded data were derived.
 BN0650
 BN0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU2529043495(NAD 83)
 BN0650_MARKER: DS = TRIANGULATION STATION DISK
 BN0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0650
 BN0650  HISTORY     - Date     Condition        Report By
 BN0650  HISTORY     - 1956     MONUMENTED       CGS
 BN0650  HISTORY     - 1964     GOOD             CGS
 BN0650  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0650  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0650
 BN0650                          STATION DESCRIPTION
 BN0650
 BN0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0650'THE STATION IS LOCATED ABOUT 8-1/2 MILES EAST-SOUTHEAST OF
 BN0650'FREDERICKSBURG, 3 MILES NORTH OF LUCKENBACH, 58 FEET SOUTH OF THE
 BN0650'CENTER OF U.S. HIGHWAY 290 AND 5 FEET NORTH OF A 4 IN X 4 IN
 BN0650'WHITE WITNESS POST.
 BN0650'
 BN0650'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 87
 BN0650'AND 290 IN THE SOUTHEAST EDGE OF FREDERICKSBURG, GO SOUTHEAST AND
 BN0650'EAST ON U.S. HIGHWAY 290 FOR 8.65 MILES TO A PAVED SIDE ROAD
 BN0650'RIGHT AND THE STATION ON THE RIGHT IN THE SOUTHEAST ANGLE OF
 BN0650'THE INTERSECTION.
 BN0650'
 BN0650'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 BN0650'PAVED ROAD FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 BN0650'
 BN0650'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BN0650'BLUMENTHAL 1956.
 BN0650'
 BN0650'REFERENCE MARK 1 IS 58 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 BN0650'AND 16 FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 5
 BN0650'INCHES AND THE DISK IS STAMPED BLUMENTHAL NO 1 1956.
 BN0650'
 BN0650'REFERENCE MARK 2 IS 17 FEET EAST OF THE CENTER OF THE PAVED ROAD,
 BN0650'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 5 INCHES, AND
 BN0650'THE DISK IS STAMPED BLUMENTHAL NO 2 1956.
 BN0650'
 BN0650'THE AZIMUTH MARK IS 23 FEET WEST OF THE CENTER OF THE ROAD, 3
 BN0650'FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST AND 1 FOOT
 BN0650'EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 BN0650'STAMPED BLUMENTHAL 1956.
 BN0650
 BN0650                          STATION RECOVERY (1964)
 BN0650
 BN0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 BN0650'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 BN0650'ORIGINALLY DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  NO
 BN0650'SEARCH MADE FOR THE AZIMUTH MARK THIS DATE.
 BN0650
 BN0650                          STATION RECOVERY (1993)
 BN0650
 BN0650'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0650'MARK NOT FOUND.
 BN0650
 BN0650                          STATION RECOVERY (1996)
 BN0650
 BN0650'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1256 ***********************************************************************
 DM1256  DESIGNATION -  BLYTHE
 DM1256  PID         -  DM1256
 DM1256  STATE/COUNTY-  TX/BOWIE
 DM1256  USGS QUAD   -  HODGSON (1975)
 DM1256
 DM1256                         *CURRENT SURVEY CONTROL
 DM1256  ___________________________________________________________________
 DM1256* NAD 83(1993)-  33 28 30.34806(N)    094 43 17.99627(W)     ADJUSTED  
 DM1256* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 DM1256  ___________________________________________________________________
 DM1256  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DM1256  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DM1256
 DM1256  HORZ ORDER  -  SECOND
 DM1256
 DM1256.The horizontal coordinates were established by classical geodetic methods
 DM1256.and adjusted by the National Geodetic Survey in February 1996..
 DM1256
 DM1256.The orthometric height was scaled from a topographic map.
 DM1256
 DM1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1256
 DM1256.The geoid height was determined by GEOID03.
 DM1256
 DM1256;                    North         East     Units Scale Factor Converg.
 DM1256;SPC TXNC     - 2,206,853.103   951,082.068   MT  0.99989985   +2 03 38.5
 DM1256;SPC TXNC     - 7,240,317.22  3,120,341.75   sFT  0.99989985   +2 03 38.5
 DM1256;UTM  15      - 3,705,284.165   340,027.164   MT  0.99991551   -0 56 59.4
 DM1256
 DM1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1256!SPC TXNC     -   0.99998335  x   0.99989985  =   0.99988320
 DM1256!UTM  15      -   0.99998335  x   0.99991551  =   0.99989886
 DM1256
 DM1256:                Primary Azimuth Mark                     Grid Az
 DM1256:SPC TXNC     -  DE KALB TEX ST FOREST SERV LOT           064 00 52.0
 DM1256:UTM  15      -  DE KALB TEX ST FOREST SERV LOT           067 01 29.9
 DM1256
 DM1256|---------------------------------------------------------------------|
 DM1256| PID    Reference Object                     Distance      Geod. Az  |
 DM1256|                                                           dddmmss.s |
 DM1256| DM1292 DE KALB TEX ST FOREST SERV LOT      APPROX.10.6 KM 0660430.5 |
 DM1256| CX5048 BLYTHE AZ MK                                       0884554.8 |
 DM1256| DM1255 TT 2 T                               26.013 METERS 14943     |
 DM1256| CX5049 BLYTHE RM 2                          25.582 METERS 30005     |
 DM1256|---------------------------------------------------------------------|
 DM1256
 DM1256                          SUPERSEDED SURVEY CONTROL
 DM1256
 DM1256  NAD 83(1993)-  33 28 30.34987(N)    094 43 17.99384(W) AD(       ) 2
 DM1256  NAD 83(1986)-  33 28 30.35359(N)    094 43 17.98349(W) AD(       ) 2
 DM1256  NAD 27      -  33 28 29.94600(N)    094 43 17.22100(W) AD(       ) 2
 DM1256
 DM1256.Superseded values are not recommended for survey control.
 DM1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1256.See file dsdata.txt to determine how the superseded data were derived.
 DM1256
 DM1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4002705284(NAD 83)
 DM1256_MARKER: DS = TRIANGULATION STATION DISK
 DM1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1256
 DM1256  HISTORY     - Date     Condition        Report By
 DM1256  HISTORY     - 1952     MONUMENTED       CGS
 DM1256  HISTORY     - 1956     GOOD             CGS
 DM1256
 DM1256                          STATION DESCRIPTION
 DM1256
 DM1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1256'STATION IS LOCATED ABOUT 7 MILES WEST SOUTHWEST OF DEKALB IN
 DM1256'IN THE NORTH EDGE OF BARN YARD.  STATION IS 28 FEET SOUTH
 DM1256'OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND 11 FEET SOUTH
 DM1256'OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 DM1256'IS STAMPED BLYTHE 1952.
 DM1256'
 DM1256'A TRAVERSE CONNECTION WAS MADE TO TT 2 T 1949 (USGS) WHICH
 DM1256'WAS USED AS REFERENCE MARK NO. 1.  THE MARK IS 20 FEET SOUTH
 DM1256'OF GATE POST AND 3 FEET NORTHWEST OF FENCE CORNER.  THE
 DM1256'MARK IS A STANDARD U.S.G.S. DISK SET IN TOP OF A CONCRETE
 DM1256'POST AND IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 DM1256'TT 2 T 1949.
 DM1256'
 DM1256'REFERENCE MARK NO. 2 IS 15 FEET NORTH OF THE APPROXIMATE
 DM1256'CENTERLINE OF DIRT ROAD AND IN FENCELINE.  THE MARK PROJECTS
 DM1256'ABOUT 4 INCHES AND THE DISK IS STAMPED BLYTHE NO 2 1952.
 DM1256'
 DM1256'AZIMUTH MARK IS 17 FEET NORTH OF THE APPROXIMATE CENTERLINE
 DM1256'OF DIRT ROAD AND 7 FEET WEST OF FENCE CORNER.  THE MARK
 DM1256'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BLYTHE 1952.
 DM1256'
 DM1256'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DM1256'ROUTE 26 IN DEKALB GO SOUTH ON STATE ROUTE 26 FOR 2.0 MILES
 DM1256'TO JUNCTION OF FARM ROAD 561.  TURN RIGHT AND GO WEST ON
 DM1256'FARM ROAD FOR 3.1 MILES TO POINT WHERE ROAD CURVES SOUTH.
 DM1256'CONTINUE WEST ON DIRT ROAD FOR 1.0 MILE TO T INTERSECTION.
 DM1256'TURN LEFT AND GO SOUTH FOR 0.2 MILE TO SIDE ROAD RIGHT.
 DM1256'TURN RIGHT AND GO WEST FOR 0.75 MILE TO AZIMUTH ON RIGHT
 DM1256'IN SOUTHEAST CORNER OF FARMYARD AS DESCRIBED.  CONTINUE
 DM1256'WEST FOR 0.35 MILE TO FARM HOUSE AND STATION ON LEFT OR
 DM1256'SOUTH SIDE OF ROAD AS DESCRIBED.
 DM1256'
 DM1256'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DM1256
 DM1256                          STATION RECOVERY (1956)
 DM1256
 DM1256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1256'THE STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 DM1256'RECOVERED IN GOOD CONDITION AS DESCRIBED.  TT 2 T 1949 (USGS),
 DM1256'USED AS R.M. NO. 1 WAS ALSO RECOVERED IN GOOD CONDITION
 DM1256'AS DESCRIBED.
 DM1256'
 DM1256'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0171 ***********************************************************************
 CB0171  DESIGNATION -  BM
 CB0171  PID         -  CB0171
 CB0171  STATE/COUNTY-  TX/TOM GREEN
 CB0171  USGS QUAD   -  KNICKERBOCKER (1984)
 CB0171
 CB0171                         *CURRENT SURVEY CONTROL
 CB0171  ___________________________________________________________________
 CB0171* NAD 83(1986)-  31 21 45.     (N)    100 30 07.     (W)     SCALED    
 CB0171* NAVD 88     -       578.677  (meters)    1898.54   (feet)  ADJUSTED  
 CB0171  ___________________________________________________________________
 CB0171  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CB0171  DYNAMIC HT  -         577.879 (meters)    1895.92  (feet)  COMP
 CB0171  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 CB0171
 CB0171  VERT ORDER  -  SECOND    CLASS 0
 CB0171
 CB0171.This mark is at Mathis Fld (SJT) Airport (SJT)
 CB0171
 CB0171.The horizontal coordinates were scaled from a topographic map and have
 CB0171.an estimated accuracy of +/- 6 seconds.
 CB0171
 CB0171.The orthometric height was determined by differential leveling
 CB0171.and adjusted by the National Geodetic Survey in June 1991..
 CB0171
 CB0171.The geoid height was determined by GEOID03.
 CB0171
 CB0171.The dynamic height is computed by dividing the NAVD 88
 CB0171.geopotential number by the normal gravity value computed on the
 CB0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0171.degrees latitude (g = 980.6199 gals.).
 CB0171
 CB0171.The modeled gravity was interpolated from observed gravity values.
 CB0171
 CB0171;                    North         East    Units  Estimated Accuracy
 CB0171;SPC TX C     - 3,188,010.      683,960.      MT  (+/- 180 meters Scaled)
 CB0171
 CB0171                          SUPERSEDED SURVEY CONTROL
 CB0171
 CB0171  NGVD 29 (??/??/92)  578.505  (m)         1897.98   (f) ADJ UNCH    2 0
 CB0171
 CB0171.Superseded values are not recommended for survey control.
 CB0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0171.See file dsdata.txt to determine how the superseded data were derived.
 CB0171
 CB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV571707(NAD 83)
 CB0171_MARKER: DD = SURVEY DISK
 CB0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0171_SP_SET: CURB
 CB0171_STAMPING: 1897.48
 CB0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0171
 CB0171  HISTORY     - Date     Condition        Report By
 CB0171  HISTORY     - UNK      MONUMENTED       CGS
 CB0171  HISTORY     - 1950     GOOD             NGS
 CB0171  HISTORY     - 1954     GOOD             NGS
 CB0171
 CB0171                          STATION DESCRIPTION
 CB0171
 CB0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CB0171'7 MI SW FROM SAN ANGELO.
 CB0171'AT SAN ANGELO MUNICIPAL AIRPORT (MATHIS FIELD), TOM GREEN COUNTY,
 CB0171'ABOUT 1600 FEET NORTH OF THE CONTROL TOWER, 576 FEET NORTHWEST OF THE
 CB0171'CENTER OF THE CIRCULAR CONCRETE COMPASS ROSE, 194 FEET WEST OF THE
 CB0171'CENTERLINE OF THE N-S TAXIWAY, AND 102 FEET EAST OF THE EAST EDGE OF A
 CB0171'SIDEWALK, IN THE CONCRETE CURB AT THE NORTH SIDE OF A SEMI-CIRCULAR
 CB0171'RAMP, AND ABOUT 6 INCHES HIGHER THAN THE RAMP.  A CORPS OF ENGINEERS,
 CB0171'U.S. ARMY, STANDARD DISK STAMPED 1897.48.
 CB0171
 CB0171                          STATION RECOVERY (1954)
 CB0171
 CB0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CB0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0485 ***********************************************************************
 CB0485  DESIGNATION -  BM
 CB0485  PID         -  CB0485
 CB0485  STATE/COUNTY-  TX/REAGAN
 CB0485  USGS QUAD   -  SAINT LAWRENCE SE (1973)
 CB0485
 CB0485                         *CURRENT SURVEY CONTROL
 CB0485  ___________________________________________________________________
 CB0485* NAD 83(1986)-  31 35 01.     (N)    101 31 29.     (W)     SCALED    
 CB0485* NAVD 88     -       818.179  (meters)    2684.31   (feet)  ADJUSTED  
 CB0485  ___________________________________________________________________
 CB0485  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CB0485  DYNAMIC HT  -         817.027 (meters)    2680.53  (feet)  COMP
 CB0485  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 CB0485
 CB0485  VERT ORDER  -  SECOND    CLASS 0
 CB0485
 CB0485.The horizontal coordinates were scaled from a topographic map and have
 CB0485.an estimated accuracy of +/- 6 seconds.
 CB0485
 CB0485.The orthometric height was determined by differential leveling
 CB0485.and adjusted by the National Geodetic Survey in June 1991..
 CB0485
 CB0485.The geoid height was determined by GEOID03.
 CB0485
 CB0485.The dynamic height is computed by dividing the NAVD 88
 CB0485.geopotential number by the normal gravity value computed on the
 CB0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0485.degrees latitude (g = 980.6199 gals.).
 CB0485
 CB0485.The modeled gravity was interpolated from observed gravity values.
 CB0485
 CB0485;                    North         East    Units  Estimated Accuracy
 CB0485;SPC TX C     - 3,213,110.      586,930.      MT  (+/- 180 meters Scaled)
 CB0485
 CB0485                          SUPERSEDED SURVEY CONTROL
 CB0485
 CB0485  NGVD 29 (??/??/92)  817.875  (m)         2683.31   (f) ADJ UNCH    2 0
 CB0485
 CB0485.Superseded values are not recommended for survey control.
 CB0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0485.See file dsdata.txt to determine how the superseded data were derived.
 CB0485
 CB0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV604970(NAD 83)
 CB0485_MARKER: B = BOLT
 CB0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0485_SP_SET: IRON PIPE
 CB0485_STAMPING: THIRTY FEET S OF SW OF FIFTEEN B.L.K.A.
 CB0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0485
 CB0485  HISTORY     - Date     Condition        Report By
 CB0485  HISTORY     - UNK      MONUMENTED       CGS
 CB0485  HISTORY     - 1942     GOOD             NGS
 CB0485
 CB0485                          STATION DESCRIPTION
 CB0485
 CB0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 CB0485'17.9 MI N FROM STILES.
 CB0485'17.9 MILES NORTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0485'FROM THE OLD COUNTY COURTHOUSE AT STILES, REAGAN COUNTY, AT THE
 CB0485'T-JUNCTION OF A DIRT ROAD LEADING TO STILES, GARDEN CITY, AND STERLING
 CB0485'CITY, ON THE SOUTH SIDE OF THE EAST-AND-WEST ROAD, 54 FEET SOUTHWEST
 CB0485'AND ACROSS THE ROAD FROM THE CLAY WELLS MAILBOX, IN THE FENCE LINE AND
 CB0485'SET IN THE TOP OF A 3-INCH CONCRETE-FILLED IRON PIPE, STAMPED THIRTY
 CB0485'FEET S OF SW OF FIFTEEN B.L.K.A. AND PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0092 ***********************************************************************
 AB0092  DESIGNATION -  BM
 AB0092  PID         -  AB0092
 AB0092  STATE/COUNTY-  TX/CAMERON
 AB0092  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0092
 AB0092                         *CURRENT SURVEY CONTROL
 AB0092  ___________________________________________________________________
 AB0092* NAD 83(1986)-  25 58 54.     (N)    097 08 49.     (W)     SCALED    
 AB0092* NAVD 88     -         1.265  (meters)       4.15   (feet)  ADJUSTED  
 AB0092  ___________________________________________________________________
 AB0092  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 AB0092  DYNAMIC HT  -           1.263 (meters)       4.14  (feet)  COMP
 AB0092  MODELED GRAV-     979,065.0   (mgal)                       NAVD 88
 AB0092
 AB0092  VERT ORDER  -  SECOND    CLASS 0
 AB0092
 AB0092.The horizontal coordinates were scaled from a topographic map and have
 AB0092.an estimated accuracy of +/- 6 seconds.
 AB0092
 AB0092.The orthometric height was determined by differential leveling
 AB0092.and adjusted by the National Geodetic Survey in June 1991..
 AB0092
 AB0092.The geoid height was determined by GEOID03.
 AB0092
 AB0092.The dynamic height is computed by dividing the NAVD 88
 AB0092.geopotential number by the normal gravity value computed on the
 AB0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0092.degrees latitude (g = 980.6199 gals.).
 AB0092
 AB0092.The modeled gravity was interpolated from observed gravity values.
 AB0092
 AB0092;                    North         East    Units  Estimated Accuracy
 AB0092;SPC TX S     - 5,035,630.      435,490.      MT  (+/- 180 meters Scaled)
 AB0092
 AB0092                          SUPERSEDED SURVEY CONTROL
 AB0092
 AB0092  NGVD 29 (??/??/92)    1.363  (m)            4.47   (f) ADJ UNCH    2 0
 AB0092
 AB0092.Superseded values are not recommended for survey control.
 AB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0092.See file dsdata.txt to determine how the superseded data were derived.
 AB0092
 AB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP854749(NAD 83)
 AB0092_MARKER: DB = BENCH MARK DISK
 AB0092_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB0092_SP_SET: 60 FEET
 AB0092_STAMPING: BM 1970
 AB0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0092
 AB0092  HISTORY     - Date     Condition        Report By
 AB0092  HISTORY     - 1970     MONUMENTED       NGS
 AB0092  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0092
 AB0092                          STATION DESCRIPTION
 AB0092
 AB0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AB0092'23.0 MI NE FROM BROWNSVILLE.
 AB0092'TO REACH THE BENCH MARK FROM THE INTERSECTION OF TEXAS HIGHWAYS 4 AND
 AB0092'48 IN THE NORTHEAST SECTION OF BROWNSVILLE, GO NORTHEAST ON TEXAS
 AB0092'HIGHWAY 4 FOR 21.2 MILES TO THE END OF THE HIGHWAY AT BOCA CHICA
 AB0092'BEACH, TURN RIGHT AND GO SOUTH ALONG THE BEACH FOR 1.1 MILES TO THE
 AB0092'MARK.  IT IS ON THE EAST EDGE OF THE SAND DUNES, 35 PACES WEST OF THE
 AB0092'HIGH WATER MARK, AND 1 FOOT EAST OF BLACK WOODEN WITNESS POST.  IT IS
 AB0092'A BENCH MARK DISK CRIMPED ON THE TOP OF A COPPER COATED STEEL ROD
 AB0092'DRIVEN 60 FEET AND PROJECTING 2 FEET.  THE ROD IS ENCASED IN A 4 INCH
 AB0092'PLASTIC PIPE.
 AB0092
 AB0092                          STATION RECOVERY (1991)
 AB0092
 AB0092'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2251 ***********************************************************************
 AW2251  DESIGNATION -  BM
 AW2251  PID         -  AW2251
 AW2251  STATE/COUNTY-  TX/HARRIS
 AW2251  USGS QUAD   -  ADDICKS (1995)
 AW2251
 AW2251                         *CURRENT SURVEY CONTROL
 AW2251  ___________________________________________________________________
 AW2251* NAD 83(1986)-  29 46 08.     (N)    095 38 34.     (W)     SCALED    
 AW2251* NAVD 88     -        25.39   (+/-2cm)      83.3    (feet)  VERTCON   
 AW2251  ___________________________________________________________________
 AW2251  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW2251
 AW2251  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2251
 AW2251.The horizontal coordinates were scaled from a topographic map and have
 AW2251.an estimated accuracy of +/- 6 seconds.
 AW2251
 AW2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2251.The vertical order pertains to the NGVD 29 superseded value.
 AW2251
 AW2251.The geoid height was determined by GEOID03.
 AW2251
 AW2251;                    North         East    Units  Estimated Accuracy
 AW2251;SPC TXSC     - 4,219,170.      924,590.      MT  (+/- 180 meters Scaled)
 AW2251
 AW2251                          SUPERSEDED SURVEY CONTROL
 AW2251
 AW2251  NGVD 29 (??/??/92)   25.383  (m)           83.28   (f) ADJ UNCH    1 2
 AW2251
 AW2251.Superseded values are not recommended for survey control.
 AW2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2251.See file dsdata.txt to determine how the superseded data were derived.
 AW2251
 AW2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN444961(NAD 83)
 AW2251_MARKER: DD = SURVEY DISK
 AW2251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2251_SP_SET: BASE
 AW2251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2251
 AW2251  HISTORY     - Date     Condition        Report By
 AW2251  HISTORY     - UNK      MONUMENTED       USE
 AW2251  HISTORY     - 1973     GOOD             NGS
 AW2251  HISTORY     - 1976     GOOD             NGS
 AW2251  HISTORY     - 1978     GOOD             NGS
 AW2251  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2251  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2251  HISTORY     - 20040714 MARK NOT FOUND   USPSQD
 AW2251
 AW2251                          STATION DESCRIPTION
 AW2251
 AW2251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2251'1.05 MI S FROM ADDICKS.
 AW2251'1.05 MILES SOUTH ALONG STATE HIGHWAY 6 FROM INTERSTATE HIGHWAY 10
 AW2251'OVERPASS AT ADDICKS, AT THE SOUTHWEST CORNER OF AN OLD CONCRETE BRIDGE
 AW2251'OVER BUFFALO BAYOU, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 AW2251'BASE OF THE GUARDRAIL OF THE OLD BRIDGE, 66 1/2 FEET EAST OF THE
 AW2251'CENTER LINE OF THE HIGHWAY, 51.5 FEET EAST OF THE SOUTHEAST CORNER OF
 AW2251'THE NEW BRIDGE OVER THE BAYOU, 2.5 FEET NORTH OF THE SOUTH END OF THE
 AW2251'CURB, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW2251
 AW2251                          STATION RECOVERY (1976)
 AW2251
 AW2251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW2251'RECOVERED IN GOOD CONDITION.
 AW2251
 AW2251                          STATION RECOVERY (1978)
 AW2251
 AW2251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2251'RECOVERED IN GOOD CONDITION.
 AW2251
 AW2251                          STATION RECOVERY (1983)
 AW2251
 AW2251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2251'NOT RECOVERED, A NEW BRIDGE HAS BEEN BUILT, CONSIDERED DESTROYED.
 AW2251
 AW2251                          STATION RECOVERY (1986)
 AW2251
 AW2251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2251'NOT RECOVERED.
 AW2251
 AW2251                          STATION RECOVERY (2004)
 AW2251
 AW2251'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0881 ***********************************************************************
 CR0881  DESIGNATION -  BM
 CR0881  PID         -  CR0881
 CR0881  STATE/COUNTY-  TX/VAN ZANDT
 CR0881  USGS QUAD   -  GRAND SALINE (1981)
 CR0881
 CR0881                         *CURRENT SURVEY CONTROL
 CR0881  ___________________________________________________________________
 CR0881* NAD 83(1986)-  32 40 20.     (N)    095 42 35.     (W)     SCALED    
 CR0881* NAVD 88     -       123.120  (meters)     403.94   (feet)  ADJUSTED  
 CR0881  ___________________________________________________________________
 CR0881  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0881  DYNAMIC HT  -         122.980 (meters)     403.48  (feet)  COMP
 CR0881  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 CR0881
 CR0881  VERT ORDER  -  SECOND    CLASS 0
 CR0881
 CR0881.The horizontal coordinates were scaled from a topographic map and have
 CR0881.an estimated accuracy of +/- 6 seconds.
 CR0881
 CR0881.The orthometric height was determined by differential leveling
 CR0881.and adjusted by the National Geodetic Survey in June 1991..
 CR0881.WARNING-Repeat measurements at this control monument indicate possible
 CR0881.vertical movement.
 CR0881
 CR0881.The geoid height was determined by GEOID03.
 CR0881
 CR0881.The dynamic height is computed by dividing the NAVD 88
 CR0881.geopotential number by the normal gravity value computed on the
 CR0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0881.degrees latitude (g = 980.6199 gals.).
 CR0881
 CR0881.The modeled gravity was interpolated from observed gravity values.
 CR0881
 CR0881;                    North         East    Units  Estimated Accuracy
 CR0881;SPC TXNC     - 2,114,980.      861,660.      MT  (+/- 180 meters Scaled)
 CR0881
 CR0881                          SUPERSEDED SURVEY CONTROL
 CR0881
 CR0881  NGVD 29 (??/??/92)  123.140  (m)          404.00   (f) ADJ UNCH    2 0
 CR0881
 CR0881.Superseded values are not recommended for survey control.
 CR0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0881.See file dsdata.txt to determine how the superseded data were derived.
 CR0881
 CR0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS458181(NAD 83)
 CR0881_MARKER: DD = SURVEY DISK
 CR0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0881_SP_SET: SIDEWALK
 CR0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0881+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CR0881
 CR0881  HISTORY     - Date     Condition        Report By
 CR0881  HISTORY     - UNK      MONUMENTED       TXRD
 CR0881  HISTORY     - 1948     GOOD             NGS
 CR0881  HISTORY     - 19950831 GOOD             USPSQD
 CR0881  HISTORY     - 20040608 GOOD             USPSQD
 CR0881
 CR0881                          STATION DESCRIPTION
 CR0881
 CR0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0881'IN GRAND SALINE.
 CR0881'AT GRAND SALINE, 1 BLOCK WEST OF THE TEXAS AND PACIFIC RAILWAY
 CR0881'STATION, 104.4 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 14.4
 CR0881'FEET WEST OF THE EAST EDGE OF THE WEST CURB OF MAIN STREET, 9.7 FEET
 CR0881'WEST NORTHWEST OF THE CENTER OF A FIRE HYDRANT, 3.4 FEET NORTH OF A
 CR0881'POINT 1.0 FOOT EAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING, AND
 CR0881'SET IN THE TOP OF A CONCRETE SIDEWALK.
 CR0881
 CR0881                          STATION RECOVERY (1995)
 CR0881
 CR0881'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0881'RECOVERED IN GOOD CONDITION.
 CR0881
 CR0881                          STATION RECOVERY (2004)
 CR0881
 CR0881'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0893 ***********************************************************************
 CR0893  DESIGNATION -  BM
 CR0893  PID         -  CR0893
 CR0893  STATE/COUNTY-  TX/VAN ZANDT
 CR0893  USGS QUAD   -  EDGEWOOD (1981)
 CR0893
 CR0893                         *CURRENT SURVEY CONTROL
 CR0893  ___________________________________________________________________
 CR0893* NAD 83(1986)-  32 41 53.     (N)    095 53 06.     (W)     SCALED    
 CR0893* NAVD 88     -       140.289  (meters)     460.26   (feet)  ADJUSTED  
 CR0893  ___________________________________________________________________
 CR0893  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CR0893  DYNAMIC HT  -         140.130 (meters)     459.74  (feet)  COMP
 CR0893  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CR0893
 CR0893  VERT ORDER  -  SECOND    CLASS 0
 CR0893
 CR0893.The horizontal coordinates were scaled from a topographic map and have
 CR0893.an estimated accuracy of +/- 6 seconds.
 CR0893
 CR0893.The orthometric height was determined by differential leveling
 CR0893.and adjusted by the National Geodetic Survey in June 1991..
 CR0893
 CR0893.The geoid height was determined by GEOID03.
 CR0893
 CR0893.The dynamic height is computed by dividing the NAVD 88
 CR0893.geopotential number by the normal gravity value computed on the
 CR0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0893.degrees latitude (g = 980.6199 gals.).
 CR0893
 CR0893.The modeled gravity was interpolated from observed gravity values.
 CR0893
 CR0893;                    North         East    Units  Estimated Accuracy
 CR0893;SPC TXNC     - 2,117,420.      845,160.      MT  (+/- 180 meters Scaled)
 CR0893
 CR0893                          SUPERSEDED SURVEY CONTROL
 CR0893
 CR0893  NGVD 29 (??/??/92)  140.301  (m)          460.30   (f) ADJ UNCH    2 0
 CR0893
 CR0893.Superseded values are not recommended for survey control.
 CR0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0893.See file dsdata.txt to determine how the superseded data were derived.
 CR0893
 CR0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS295214(NAD 83)
 CR0893_MARKER: DD = SURVEY DISK
 CR0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0893_SP_SET: SIDEWALK
 CR0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0893
 CR0893  HISTORY     - Date     Condition        Report By
 CR0893  HISTORY     - UNK      MONUMENTED       TXRD
 CR0893  HISTORY     - 1952     GOOD             NGS
 CR0893  HISTORY     - 19950831 GOOD             USPSQD
 CR0893
 CR0893                          STATION DESCRIPTION
 CR0893
 CR0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CR0893'IN EDGEWOOD.
 CR0893'AT EDGEWOOD, 50 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE TEXAS
 CR0893'AND PACIFIC RAILROAD STATION, AT THE SOUTHWEST CORNER OF DARBYS
 CR0893'CLOTHING STORE, 12 FEET EAST OF THE EAST CONCRETE CURB, 9 FEET NORTH
 CR0893'OF THE NORTH CONCRETE CURB, 0.6 FOOT SOUTH OF THE SOUTH SIDE OF THE
 CR0893'STORE BUILDING, SET IN THE TOP OF THE CONCRETE SIDEWALK.
 CR0893
 CR0893                          STATION RECOVERY (1995)
 CR0893
 CR0893'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0715 ***********************************************************************
 CS0715  DESIGNATION -  BM
 CS0715  PID         -  CS0715
 CS0715  STATE/COUNTY-  TX/ELLIS
 CS0715  USGS QUAD   -  AVALON (1976)
 CS0715
 CS0715                         *CURRENT SURVEY CONTROL
 CS0715  ___________________________________________________________________
 CS0715* NAD 83(1986)-  32 13 49.     (N)    096 52 18.     (W)     SCALED    
 CS0715* NAVD 88     -       144.204  (meters)     473.11   (feet)  ADJUSTED  
 CS0715  ___________________________________________________________________
 CS0715  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CS0715  DYNAMIC HT  -         144.033 (meters)     472.55  (feet)  COMP
 CS0715  MODELED GRAV-     979,448.0   (mgal)                       NAVD 88
 CS0715
 CS0715  VERT ORDER  -  SECOND    CLASS 0
 CS0715
 CS0715.The horizontal coordinates were scaled from a topographic map and have
 CS0715.an estimated accuracy of +/- 6 seconds.
 CS0715
 CS0715.The orthometric height was determined by differential leveling
 CS0715.and adjusted by the National Geodetic Survey in June 1991..
 CS0715
 CS0715.The geoid height was determined by GEOID03.
 CS0715
 CS0715.The dynamic height is computed by dividing the NAVD 88
 CS0715.geopotential number by the normal gravity value computed on the
 CS0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0715.degrees latitude (g = 980.6199 gals.).
 CS0715
 CS0715.The modeled gravity was interpolated from observed gravity values.
 CS0715
 CS0715;                    North         East    Units  Estimated Accuracy
 CS0715;SPC TXNC     - 2,063,690.      753,470.      MT  (+/- 180 meters Scaled)
 CS0715
 CS0715                          SUPERSEDED SURVEY CONTROL
 CS0715
 CS0715  NGVD 29 (??/??/92)  144.192  (m)          473.07   (f) ADJ UNCH    2 0
 CS0715
 CS0715.Superseded values are not recommended for survey control.
 CS0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0715.See file dsdata.txt to determine how the superseded data were derived.
 CS0715
 CS0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA005679(NAD 83)
 CS0715_MARKER: DD = SURVEY DISK
 CS0715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0715_SP_SET: BRIDGE
 CS0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0715
 CS0715  HISTORY     - Date     Condition        Report By
 CS0715  HISTORY     - UNK      MONUMENTED       MKTRR
 CS0715  HISTORY     - 1934     GOOD             NGS
 CS0715  HISTORY     - 1942     GOOD             NGS
 CS0715  HISTORY     - 20040107 GOOD             JCLS
 CS0715
 CS0715                          STATION DESCRIPTION
 CS0715
 CS0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CS0715'4.0 MI N FROM ITALY.
 CS0715'4.0 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS0715'ITALY, ELLIS COUNTY, AT BRIDGE D 809.1, IN THE NORTHWEST CONCRETE WING
 CS0715'WALL, 200 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 77, AND 10 FEET
 CS0715'WEST OF THE CENTERLINE OF THE TRACK.  A MISSOURI-KANSAS-TEXAS RAILROAD
 CS0715'OF TEXAS STANDARD DISK.
 CS0715
 CS0715                          STATION RECOVERY (1942)
 CS0715
 CS0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CS0715'RECOVERED IN GOOD CONDITION.
 CS0715
 CS0715                          STATION RECOVERY (2004)
 CS0715
 CS0715'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 CS0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0120 ***********************************************************************
 CU0120  DESIGNATION -  BM
 CU0120  PID         -  CU0120
 CU0120  STATE/COUNTY-  TX/FISHER
 CU0120  USGS QUAD   -  ROBY (1969)
 CU0120
 CU0120                         *CURRENT SURVEY CONTROL
 CU0120  ___________________________________________________________________
 CU0120* NAD 83(1986)-  32 44 44.     (N)    100 22 38.     (W)     SCALED    
 CU0120* NAVD 88     -       600.940  (meters)    1971.58   (feet)  ADJUSTED  
 CU0120  ___________________________________________________________________
 CU0120  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CU0120  DYNAMIC HT  -         600.149 (meters)    1968.99  (feet)  COMP
 CU0120  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 CU0120
 CU0120  VERT ORDER  -  SECOND    CLASS 0
 CU0120
 CU0120.The horizontal coordinates were scaled from a topographic map and have
 CU0120.an estimated accuracy of +/- 6 seconds.
 CU0120
 CU0120.The orthometric height was determined by differential leveling
 CU0120.and adjusted by the National Geodetic Survey in June 1991..
 CU0120
 CU0120.The geoid height was determined by GEOID03.
 CU0120
 CU0120.The dynamic height is computed by dividing the NAVD 88
 CU0120.geopotential number by the normal gravity value computed on the
 CU0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0120.degrees latitude (g = 980.6199 gals.).
 CU0120
 CU0120.The modeled gravity was interpolated from observed gravity values.
 CU0120
 CU0120;                    North         East    Units  Estimated Accuracy
 CU0120;SPC TXNC     - 2,121,210.      424,100.      MT  (+/- 180 meters Scaled)
 CU0120
 CU0120                          SUPERSEDED SURVEY CONTROL
 CU0120
 CU0120  NGVD 29 (??/??/92)  600.704  (m)         1970.81   (f) ADJ UNCH    2 0
 CU0120
 CU0120.Superseded values are not recommended for survey control.
 CU0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0120.See file dsdata.txt to determine how the superseded data were derived.
 CU0120
 CU0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB709239(NAD 83)
 CU0120_MARKER: B = BOLT
 CU0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0120_SP_SET: STEP
 CU0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0120
 CU0120  HISTORY     - Date     Condition        Report By
 CU0120  HISTORY     - UNK      MONUMENTED       USGS
 CU0120  HISTORY     - 1961     GOOD             NGS
 CU0120
 CU0120                          STATION DESCRIPTION
 CU0120
 CU0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0120'IN ROBY.
 CU0120'AT ROBY, AT THE WEST ENTRANCE TO THE FISHER COUNTY COURTHOUSE, 12 FEET
 CU0120'WEST OF THE WEST WALL OF THE BUILDING, 7 FEET SOUTH OF THE CENTER OF
 CU0120'THE WEST ENTRANCE, A COPPER BOLT AND WASHER SET IN THE TOP OF THE
 CU0120'SOUTH END OF THE BOTTOM CONCRETE STEP, AND ABOUT 10 INCHES ABOVE THE
 CU0120'LEVEL OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0581 ***********************************************************************
 CT0581  DESIGNATION -  BM
 CT0581  PID         -  CT0581
 CT0581  STATE/COUNTY-  TX/TAYLOR
 CT0581  USGS QUAD   -  ABILENE WEST (1987)
 CT0581
 CT0581                         *CURRENT SURVEY CONTROL
 CT0581  ___________________________________________________________________
 CT0581* NAD 83(1986)-  32 27 13.     (N)    099 48 12.     (W)     SCALED    
 CT0581* NAVD 88     -       523.754  (meters)    1718.35   (feet)  ADJUSTED  
 CT0581  ___________________________________________________________________
 CT0581  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CT0581  DYNAMIC HT  -         523.075 (meters)    1716.12  (feet)  COMP
 CT0581  MODELED GRAV-     979,326.8   (mgal)                       NAVD 88
 CT0581
 CT0581  VERT ORDER  -  SECOND    CLASS 0
 CT0581
 CT0581.The horizontal coordinates were scaled from a topographic map and have
 CT0581.an estimated accuracy of +/- 6 seconds.
 CT0581
 CT0581.The orthometric height was determined by differential leveling
 CT0581.and adjusted by the National Geodetic Survey in June 1991..
 CT0581
 CT0581.The geoid height was determined by GEOID03.
 CT0581
 CT0581.The dynamic height is computed by dividing the NAVD 88
 CT0581.geopotential number by the normal gravity value computed on the
 CT0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0581.degrees latitude (g = 980.6199 gals.).
 CT0581
 CT0581.The modeled gravity was interpolated from observed gravity values.
 CT0581
 CT0581;                    North         East    Units  Estimated Accuracy
 CT0581;SPC TXNC     - 2,088,030.      477,470.      MT  (+/- 180 meters Scaled)
 CT0581
 CT0581                          SUPERSEDED SURVEY CONTROL
 CT0581
 CT0581  NGVD 29 (??/??/92)  523.590  (m)         1717.81   (f) ADJ UNCH    2 0
 CT0581
 CT0581.Superseded values are not recommended for survey control.
 CT0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0581.See file dsdata.txt to determine how the superseded data were derived.
 CT0581
 CT0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA244910(NAD 83)
 CT0581_MARKER: DD = SURVEY DISK
 CT0581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0581_SP_SET: BRIDGE
 CT0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0581
 CT0581  HISTORY     - Date     Condition        Report By
 CT0581  HISTORY     - UNK      MONUMENTED       TXGS
 CT0581  HISTORY     - 1934     GOOD             NGS
 CT0581  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0581
 CT0581                          STATION DESCRIPTION
 CT0581
 CT0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CT0581'3.5 MI W FROM ABILENE.
 CT0581'3.5 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE STATION AT ABILENE,
 CT0581'TAYLOR COUNTY, AT THE EAST END OF A BRIDGE, IN THE TOP OF THE COPING
 CT0581'ON THE SOUTH SIDE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE
 CT0581'HIGHWAY.  A STATE SURVEY STANDARD DISK.
 CT0581
 CT0581                          STATION RECOVERY (2001)
 CT0581
 CT0581'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0350 ***********************************************************************
 EN0350  DESIGNATION -  BM
 EN0350  PID         -  EN0350
 EN0350  STATE/COUNTY-  TX/HALE
 EN0350  USGS QUAD   -  PLAINVIEW (1965)
 EN0350
 EN0350                         *CURRENT SURVEY CONTROL
 EN0350  ___________________________________________________________________
 EN0350* NAD 83(1986)-  34 11 13.     (N)    101 42 14.     (W)     SCALED    
 EN0350* NAVD 88     -      1026.367  (meters)    3367.34   (feet)  ADJUSTED  
 EN0350  ___________________________________________________________________
 EN0350  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EN0350  DYNAMIC HT  -        1025.058 (meters)    3363.04  (feet)  COMP
 EN0350  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 EN0350
 EN0350  VERT ORDER  -  SECOND    CLASS 0
 EN0350
 EN0350.The horizontal coordinates were scaled from a topographic map and have
 EN0350.an estimated accuracy of +/- 6 seconds.
 EN0350
 EN0350.The orthometric height was determined by differential leveling
 EN0350.and adjusted by the National Geodetic Survey in June 1991..
 EN0350
 EN0350.The geoid height was determined by GEOID03.
 EN0350
 EN0350.The dynamic height is computed by dividing the NAVD 88
 EN0350.geopotential number by the normal gravity value computed on the
 EN0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0350.degrees latitude (g = 980.6199 gals.).
 EN0350
 EN0350.The modeled gravity was interpolated from observed gravity values.
 EN0350
 EN0350;                    North         East    Units  Estimated Accuracy
 EN0350;SPC TXNC     - 2,284,000.      304,690.      MT  (+/- 180 meters Scaled)
 EN0350
 EN0350                          SUPERSEDED SURVEY CONTROL
 EN0350
 EN0350  NGVD 29 (??/??/92) 1025.956  (m)         3365.99   (f) ADJ UNCH    2 0
 EN0350
 EN0350.Superseded values are not recommended for survey control.
 EN0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0350.See file dsdata.txt to determine how the superseded data were derived.
 EN0350
 EN0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC508861(NAD 83)
 EN0350_MARKER: DB = BENCH MARK DISK
 EN0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0350+STABILITY: SURFACE MOTION
 EN0350
 EN0350  HISTORY     - Date     Condition        Report By
 EN0350  HISTORY     - UNK      MONUMENTED       CGS
 EN0350  HISTORY     - 1963     GOOD             NGS
 EN0350
 EN0350                          STATION DESCRIPTION
 EN0350
 EN0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EN0350'IN PLAINVIEW.
 EN0350'AT PLAINVIEW, HALE COUNTY, AT THE SOUTHWEST CORNER OF THE CITY HALL, 1
 EN0350'FOOT SOUTH OF BENCH MARK S 439, DESCRIBED ABOVE, AND ABOUT LEVEL WITH
 EN0350'THE SIDEWALK.  A PLAINVIEW CITY ENGINEER STANDARD DISK, SET IN THE TOP
 EN0350'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0451 ***********************************************************************
 BP0451  DESIGNATION -  BM
 BP0451  PID         -  BP0451
 BP0451  STATE/COUNTY-  TX/JEFF DAVIS
 BP0451  USGS QUAD   -  FORT DAVIS (1972)
 BP0451
 BP0451                         *CURRENT SURVEY CONTROL
 BP0451  ___________________________________________________________________
 BP0451* NAD 83(1986)-  30 35 19.     (N)    103 53 41.     (W)     SCALED    
 BP0451* NAVD 88     -      1492.749  (meters)    4897.46   (feet)  ADJUSTED  
 BP0451  ___________________________________________________________________
 BP0451  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 BP0451  DYNAMIC HT  -        1490.306 (meters)    4889.45  (feet)  COMP
 BP0451  MODELED GRAV-     978,952.1   (mgal)                       NAVD 88
 BP0451
 BP0451  VERT ORDER  -  SECOND    CLASS 0
 BP0451
 BP0451.The horizontal coordinates were scaled from a topographic map and have
 BP0451.an estimated accuracy of +/- 6 seconds.
 BP0451
 BP0451.The orthometric height was determined by differential leveling
 BP0451.and adjusted by the National Geodetic Survey in June 1991..
 BP0451
 BP0451.The geoid height was determined by GEOID03.
 BP0451
 BP0451.The dynamic height is computed by dividing the NAVD 88
 BP0451.geopotential number by the normal gravity value computed on the
 BP0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0451.degrees latitude (g = 980.6199 gals.).
 BP0451
 BP0451.The modeled gravity was interpolated from observed gravity values.
 BP0451
 BP0451;                    North         East    Units  Estimated Accuracy
 BP0451;SPC TX C     - 3,107,670.      358,510.      MT  (+/- 180 meters Scaled)
 BP0451
 BP0451                          SUPERSEDED SURVEY CONTROL
 BP0451
 BP0451  NGVD 29 (??/??/92) 1492.20   (m)         4895.7    (f) COMPUTED    2 0
 BP0451
 BP0451.Superseded values are not recommended for survey control.
 BP0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0451.See file dsdata.txt to determine how the superseded data were derived.
 BP0451
 BP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP059845(NAD 83)
 BP0451_MARKER: DD = SURVEY DISK
 BP0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0451+STABILITY: SURFACE MOTION
 BP0451
 BP0451  HISTORY     - Date     Condition        Report By
 BP0451  HISTORY     - UNK      MONUMENTED       DOD
 BP0451  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0451  HISTORY     - 1988     GOOD             USPSQD
 BP0451  HISTORY     - 1989     GOOD             USPSQD
 BP0451  HISTORY     - 19961007 GOOD             USPSQD
 BP0451  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0451
 BP0451                          STATION DESCRIPTION
 BP0451
 BP0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0451'IN FORT DAVIS.
 BP0451'AT FORT DAVIS, JEFF DAVIS COUNTY, AT THE NORTHEAST CORNER OF THE
 BP0451'COURTHOUSE YARD, AND 5 FEET SOUTH AND 5 FEET EAST OF A PIPE FENCE.  A
 BP0451'CORPS OF ENGINEERS, U. S. ARMY, STANDARD DISK, SET IN THE TOP OF A
 BP0451'CONCRETE POST.
 BP0451
 BP0451                          STATION RECOVERY (1988)
 BP0451
 BP0451'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0451'RECOVERED IN GOOD CONDITION.
 BP0451
 BP0451                          STATION RECOVERY (1989)
 BP0451
 BP0451'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0451'RECOVERED IN GOOD CONDITION.
 BP0451
 BP0451                          STATION RECOVERY (1996)
 BP0451
 BP0451'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0451'RECOVERED IN GOOD CONDITION.
 BP0451
 BP0451                          STATION RECOVERY (2003)
 BP0451
 BP0451'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0536 ***********************************************************************
 DM0536  DESIGNATION -  BM
 DM0536  PID         -  DM0536
 DM0536  STATE/COUNTY-  TX/FANNIN
 DM0536  USGS QUAD   -  LADONIA (1964)
 DM0536
 DM0536                         *CURRENT SURVEY CONTROL
 DM0536  ___________________________________________________________________
 DM0536* NAD 83(1986)-  33 25 26.     (N)    095 56 48.     (W)     SCALED    
 DM0536* NAVD 88     -       190.974  (meters)     626.55   (feet)  ADJUSTED  
 DM0536  ___________________________________________________________________
 DM0536  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DM0536  DYNAMIC HT  -         190.772 (meters)     625.89  (feet)  COMP
 DM0536  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 DM0536
 DM0536  VERT ORDER  -  SECOND    CLASS 0
 DM0536
 DM0536.The horizontal coordinates were scaled from a topographic map and have
 DM0536.an estimated accuracy of +/- 6 seconds.
 DM0536
 DM0536.The orthometric height was determined by differential leveling
 DM0536.and adjusted by the National Geodetic Survey in June 1991..
 DM0536
 DM0536.The geoid height was determined by GEOID03.
 DM0536
 DM0536.The dynamic height is computed by dividing the NAVD 88
 DM0536.geopotential number by the normal gravity value computed on the
 DM0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0536.degrees latitude (g = 980.6199 gals.).
 DM0536
 DM0536.The modeled gravity was interpolated from observed gravity values.
 DM0536
 DM0536;                    North         East    Units  Estimated Accuracy
 DM0536;SPC TXNC     - 2,197,750.      837,420.      MT  (+/- 180 meters Scaled)
 DM0536
 DM0536                          SUPERSEDED SURVEY CONTROL
 DM0536
 DM0536.No superseded survey control is available for this station.
 DM0536
 DM0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT260021(NAD 83)
 DM0536_MARKER: Q = CHISELED SQUARE
 DM0536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0536_SP_SET: DOORSILL
 DM0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0536
 DM0536  HISTORY     - Date     Condition        Report By
 DM0536  HISTORY     - UNK      MONUMENTED       GCSFRC
 DM0536  HISTORY     - 1934     GOOD             NGS
 DM0536  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DM0536
 DM0536                          STATION DESCRIPTION
 DM0536
 DM0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0536'IN LADONIA.
 DM0536'IN THE CONCRETE DOOR SILL OF THE WHITE WAITING ROOM DOORWAY AT THE
 DM0536'SANTE FE DEPOT.
 DM0536
 DM0536                          STATION RECOVERY (1994)
 DM0536
 DM0536'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0287 ***********************************************************************
 BL0287  DESIGNATION -  BM
 BL0287  PID         -  BL0287
 BL0287  STATE/COUNTY-  TX/HARDIN
 BL0287  USGS QUAD   -  KOUNTZE NORTH (1984)
 BL0287
 BL0287                         *CURRENT SURVEY CONTROL
 BL0287  ___________________________________________________________________
 BL0287* NAD 83(1986)-  30 25 46.     (N)    094 22 07.     (W)     SCALED    
 BL0287* NAVD 88     -        30.80   (+/-2cm)     101.0    (feet)  VERTCON   
 BL0287  ___________________________________________________________________
 BL0287  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BL0287
 BL0287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0287
 BL0287.The horizontal coordinates were scaled from a topographic map and have
 BL0287.an estimated accuracy of +/- 6 seconds.
 BL0287
 BL0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0287.The vertical order pertains to the NGVD 29 superseded value.
 BL0287
 BL0287.The geoid height was determined by GEOID03.
 BL0287
 BL0287;                    North         East    Units  Estimated Accuracy
 BL0287;SPC TX C     - 3,099,920.    1,272,710.      MT  (+/- 180 meters Scaled)
 BL0287
 BL0287                          SUPERSEDED SURVEY CONTROL
 BL0287
 BL0287  NGVD 29 (??/??/92)   30.796  (m)          101.04   (f) ADJ UNCH    2 0
 BL0287
 BL0287.Superseded values are not recommended for survey control.
 BL0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0287.See file dsdata.txt to determine how the superseded data were derived.
 BL0287
 BL0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP685671(NAD 83)
 BL0287_MARKER: DD = SURVEY DISK
 BL0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0287+STABILITY: SURFACE MOTION
 BL0287
 BL0287  HISTORY     - Date     Condition        Report By
 BL0287  HISTORY     - UNK      MONUMENTED       TXGS
 BL0287  HISTORY     - 1934     GOOD             NGS
 BL0287  HISTORY     - 1955     MARK NOT FOUND   USGS
 BL0287  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BL0287
 BL0287                          STATION DESCRIPTION
 BL0287
 BL0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0287'5.0 MI N FROM KOUNTZE.
 BL0287'5.0 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM KOUNTZE,
 BL0287'HARDIN COUNTY, 225 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 BL0287'U.S. HIGHWAY 69 AND THE GRADED ROAD LEADING EAST TO THE FIRST NATIONAL
 BL0287'BANK AT BEAUMONT, AND 50 FEET EAST OF THE CENTERLINE OF A CAMP ROAD. A
 BL0287'STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 BL0287
 BL0287                          STATION RECOVERY (1955)
 BL0287
 BL0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BL0287'MARK NOT FOUND.
 BL0287
 BL0287                          STATION RECOVERY (2004)
 BL0287
 BL0287'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0156 ***********************************************************************
 DM0156  DESIGNATION -  BM
 DM0156  PID         -  DM0156
 DM0156  STATE/COUNTY-  TX/BOWIE
 DM0156  USGS QUAD   -  NEW BOSTON (1975)
 DM0156
 DM0156                         *CURRENT SURVEY CONTROL
 DM0156  ___________________________________________________________________
 DM0156* NAD 83(1986)-  33 28 22.     (N)    094 28 17.     (W)     SCALED    
 DM0156* NAVD 88     -       121.462  (meters)     398.50   (feet)  ADJUSTED  
 DM0156  ___________________________________________________________________
 DM0156  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM0156  DYNAMIC HT  -         121.334 (meters)     398.08  (feet)  COMP
 DM0156  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 DM0156
 DM0156  VERT ORDER  -  SECOND    CLASS 0
 DM0156
 DM0156.The horizontal coordinates were scaled from a topographic map and have
 DM0156.an estimated accuracy of +/- 6 seconds.
 DM0156
 DM0156.The orthometric height was determined by differential leveling
 DM0156.and adjusted by the National Geodetic Survey in June 1991..
 DM0156
 DM0156.The geoid height was determined by GEOID03.
 DM0156
 DM0156.The dynamic height is computed by dividing the NAVD 88
 DM0156.geopotential number by the normal gravity value computed on the
 DM0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0156.degrees latitude (g = 980.6199 gals.).
 DM0156
 DM0156.The modeled gravity was interpolated from observed gravity values.
 DM0156
 DM0156;                    North         East    Units  Estimated Accuracy
 DM0156;SPC TXNC     - 2,207,460.      974,340.      MT  (+/- 180 meters Scaled)
 DM0156
 DM0156                          SUPERSEDED SURVEY CONTROL
 DM0156
 DM0156  NGVD 29 (??/??/92)  121.468  (m)          398.52   (f) ADJ UNCH    2 0
 DM0156
 DM0156.Superseded values are not recommended for survey control.
 DM0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0156.See file dsdata.txt to determine how the superseded data were derived.
 DM0156
 DM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT632046(NAD 83)
 DM0156_MARKER: DD = SURVEY DISK
 DM0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0156
 DM0156  HISTORY     - Date     Condition        Report By
 DM0156  HISTORY     - UNK      MONUMENTED       USGS
 DM0156  HISTORY     - 1934     GOOD             NGS
 DM0156  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0156
 DM0156                          STATION DESCRIPTION
 DM0156
 DM0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0156'3.6 MI W FROM NEW BOSTON.
 DM0156'3.6 MI W OF AND ALONG THE T P R R AT A ROAD CROSSING.  81 FEET E OF
 DM0156'CENTER OF ROAD CROSSING.  42 FEET S OF CENTER OF TRACK. 3 FEET N OF
 DM0156'R/W FENCE.
 DM0156
 DM0156                          STATION RECOVERY (1997)
 DM0156
 DM0156'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0114 ***********************************************************************
 DO0114  DESIGNATION -  BM
 DO0114  PID         -  DO0114
 DO0114  STATE/COUNTY-  TX/WICHITA
 DO0114  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0114
 DO0114                         *CURRENT SURVEY CONTROL
 DO0114  ___________________________________________________________________
 DO0114* NAD 83(1986)-  33 58 42.     (N)    098 29 36.     (W)     SCALED    
 DO0114* NAVD 88     -       309.360  (meters)    1014.96   (feet)  ADJUSTED  
 DO0114  ___________________________________________________________________
 DO0114  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DO0114  DYNAMIC HT  -         309.023 (meters)    1013.85  (feet)  COMP
 DO0114  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 DO0114
 DO0114  VERT ORDER  -  SECOND    CLASS 0
 DO0114
 DO0114.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0114
 DO0114.The horizontal coordinates were scaled from a topographic map and have
 DO0114.an estimated accuracy of +/- 6 seconds.
 DO0114
 DO0114.The orthometric height was determined by differential leveling
 DO0114.and adjusted by the National Geodetic Survey in June 1991..
 DO0114
 DO0114.The geoid height was determined by GEOID03.
 DO0114
 DO0114.The dynamic height is computed by dividing the NAVD 88
 DO0114.geopotential number by the normal gravity value computed on the
 DO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0114.degrees latitude (g = 980.6199 gals.).
 DO0114
 DO0114.The modeled gravity was interpolated from observed gravity values.
 DO0114
 DO0114;                    North         East    Units  Estimated Accuracy
 DO0114;SPC TXNC     - 2,256,350.      600,620.      MT  (+/- 180 meters Scaled)
 DO0114
 DO0114                          SUPERSEDED SURVEY CONTROL
 DO0114
 DO0114  NGVD 29 (??/??/92)  309.263  (m)         1014.64   (f) ADJ UNCH    2 0
 DO0114
 DO0114.Superseded values are not recommended for survey control.
 DO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0114.See file dsdata.txt to determine how the superseded data were derived.
 DO0114
 DO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC468598(NAD 83)
 DO0114_MARKER: DD = SURVEY DISK
 DO0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0114+STABILITY: SURFACE MOTION
 DO0114
 DO0114  HISTORY     - Date     Condition        Report By
 DO0114  HISTORY     - UNK      MONUMENTED       DOD
 DO0114  HISTORY     - 1957     GOOD             NGS
 DO0114  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0114  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0114  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0114
 DO0114                          STATION DESCRIPTION
 DO0114
 DO0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0114'5 MI N FROM WICHITA FALLS.
 DO0114'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE,
 DO0114'LOCATED ALONG THE FENCE LINE ALONG THE PRESENT EAST-NORTHEAST SIDE OF
 DO0114'THE AIR BASE PROPERTY, AT THE JUNCTION OF THE PROPERTY LINE FENCE AND
 DO0114'A WIRE FENCE RUNNING EAST, ABOUT 1300 FEET SOUTH AND 750 FEET EAST OF
 DO0114'THE CENTER OF THE NORTH END OF THE PRESENT NORTH-SOUTH RUNWAY AND IN
 DO0114'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 DO0114
 DO0114                          STATION RECOVERY (1972)
 DO0114
 DO0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0114'MARK NOT FOUND.
 DO0114
 DO0114                          STATION RECOVERY (1984)
 DO0114
 DO0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0114'MARK NOT FOUND.
 DO0114
 DO0114                          STATION RECOVERY (2001)
 DO0114
 DO0114'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0517 ***********************************************************************
 DN0517  DESIGNATION -  BM
 DN0517  PID         -  DN0517
 DN0517  STATE/COUNTY-  TX/GRAYSON
 DN0517  USGS QUAD   -  SHERMAN (1974)
 DN0517
 DN0517                         *CURRENT SURVEY CONTROL
 DN0517  ___________________________________________________________________
 DN0517* NAD 83(1986)-  33 39 17.     (N)    096 35 49.     (W)     SCALED    
 DN0517* NAVD 88     -       236.743  (meters)     776.71   (feet)  ADJUSTED  
 DN0517  ___________________________________________________________________
 DN0517  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DN0517  DYNAMIC HT  -         236.488 (meters)     775.88  (feet)  COMP
 DN0517  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 DN0517
 DN0517  VERT ORDER  -  SECOND    CLASS 0
 DN0517
 DN0517.The horizontal coordinates were scaled from a topographic map and have
 DN0517.an estimated accuracy of +/- 6 seconds.
 DN0517
 DN0517.The orthometric height was determined by differential leveling
 DN0517.and adjusted by the National Geodetic Survey in June 1991..
 DN0517.WARNING-Repeat measurements at this control monument indicate possible
 DN0517.vertical movement.
 DN0517
 DN0517.The geoid height was determined by GEOID03.
 DN0517
 DN0517.The dynamic height is computed by dividing the NAVD 88
 DN0517.geopotential number by the normal gravity value computed on the
 DN0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0517.degrees latitude (g = 980.6199 gals.).
 DN0517
 DN0517.The modeled gravity was interpolated from observed gravity values.
 DN0517
 DN0517;                    North         East    Units  Estimated Accuracy
 DN0517;SPC TXNC     - 2,222,060.      776,500.      MT  (+/- 180 meters Scaled)
 DN0517
 DN0517                          SUPERSEDED SURVEY CONTROL
 DN0517
 DN0517  NGVD 29 (??/??/92)  236.719  (m)          776.64   (f) ADJ UNCH    2 0
 DN0517
 DN0517.Superseded values are not recommended for survey control.
 DN0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0517.See file dsdata.txt to determine how the superseded data were derived.
 DN0517
 DN0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC228264(NAD 83)
 DN0517_MARKER: DR = REFERENCE MARK DISK
 DN0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0517+STABILITY: SURFACE MOTION
 DN0517
 DN0517  HISTORY     - Date     Condition        Report By
 DN0517  HISTORY     - UNK      MONUMENTED       LOCENG
 DN0517  HISTORY     - 1952     GOOD             NGS
 DN0517
 DN0517                          STATION DESCRIPTION
 DN0517
 DN0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0517'1.7 MI N FROM SHERMAN.
 DN0517'1.6 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 DN0517'UNION STATION AT SHERMAN, THENCE 0.1 MILE SOUTHEAST ALONG GRAND
 DN0517'AVENUE, 57 FEET EAST OF THE CENTER LINE OF GRAND AVENUE, 30 FEET NORTH
 DN0517'OF THE CENTER LINE OF LEWIS STREET, 12 FEET NORTHEAST OF A POWER POLE,
 DN0517'1 FOOT NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK, SET IN
 DN0517'THE TOP OF A CONCRETE POST WHICH IS 0.7 FOOT BELOW THE TOP OF THE
 DN0517'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0773 ***********************************************************************
 AJ0773  DESIGNATION -  BM
 AJ0773  PID         -  AJ0773
 AJ0773  STATE/COUNTY-  TX/WEBB
 AJ0773  USGS QUAD   -  LAREDO EAST (1980)
 AJ0773
 AJ0773                         *CURRENT SURVEY CONTROL
 AJ0773  ___________________________________________________________________
 AJ0773* NAD 83(1986)-  27 32 48.     (N)    099 28 07.     (W)     SCALED    
 AJ0773* NAVD 88     -       155.684  (meters)     510.77   (feet)  POSTED    
 AJ0773  ___________________________________________________________________
 AJ0773  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AJ0773  DYNAMIC HT  -         155.440 (meters)     509.97  (feet)  COMP
 AJ0773  MODELED GRAV-     979,066.4   (mgal)                       NAVD 88
 AJ0773
 AJ0773  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AJ0773
 AJ0773.This mark is at Laredo Intl (LRD) Airport (LRD)
 AJ0773
 AJ0773.The horizontal coordinates were scaled from a topographic map and have
 AJ0773.an estimated accuracy of +/- 6 seconds.
 AJ0773
 AJ0773.The orthometric height was determined by differential leveling
 AJ0773.and adjusted by the National Geodetic Survey in 1992..
 AJ0773.No vertical observational check was made to the station.
 AJ0773.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AJ0773.was located on a no-check spur therefore a value was not computed.
 AJ0773
 AJ0773.The geoid height was determined by GEOID03.
 AJ0773
 AJ0773.The dynamic height is computed by dividing the NAVD 88
 AJ0773.geopotential number by the normal gravity value computed on the
 AJ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0773.degrees latitude (g = 980.6199 gals.).
 AJ0773
 AJ0773.The modeled gravity was interpolated from observed gravity values.
 AJ0773
 AJ0773;                    North         East    Units  Estimated Accuracy
 AJ0773;SPC TX S     - 5,208,660.      204,340.      MT  (+/- 180 meters Scaled)
 AJ0773
 AJ0773                          SUPERSEDED SURVEY CONTROL
 AJ0773
 AJ0773  NGVD 29 (??/??/92)  155.713  (m)          510.87   (f) ADJ UNCH    1 2
 AJ0773
 AJ0773.Superseded values are not recommended for survey control.
 AJ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0773.See file dsdata.txt to determine how the superseded data were derived.
 AJ0773
 AJ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR537470(NAD 83)
 AJ0773_MARKER: DD = SURVEY DISK
 AJ0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0773_SP_SET: CONCRETE
 AJ0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0773
 AJ0773  HISTORY     - Date     Condition        Report By
 AJ0773  HISTORY     - UNK      MONUMENTED       DOD
 AJ0773  HISTORY     - 1957     MARK NOT FOUND   NGS
 AJ0773
 AJ0773                          STATION DESCRIPTION
 AJ0773
 AJ0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0773'IN LAREDO.
 AJ0773'AT LAREDO ARMY AIR FIELD, WEBB COUNTY, ABOUT 0.3 MILE NORTH-NORTHEAST
 AJ0773'OF THE CONTROL TOWER, AT THE INTERSECTION OF THE TAXIWAY AND THE FIRST
 AJ0773'NORTHWEST AND SOUTHEAST RUNWAY NORTHEAST OF THE NORTH RAMP, AND IN
 AJ0773'CONCRETE AT THE CENTER OF THE INTERSECTION.  A CORPS OF ENGINEERS,
 AJ0773'U.S. ARMY, STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1054 ***********************************************************************
 CA1054  DESIGNATION -  BM
 CA1054  PID         -  CA1054
 CA1054  STATE/COUNTY-  TX/BROWN
 CA1054  USGS QUAD   -  BANGS EAST (1987)
 CA1054
 CA1054                         *CURRENT SURVEY CONTROL
 CA1054  ___________________________________________________________________
 CA1054* NAD 83(1993)-  31 42 21.69334(N)    099 00 06.14525(W)     ADJUSTED  
 CA1054* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 CA1054  ___________________________________________________________________
 CA1054  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CA1054  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CA1054
 CA1054  HORZ ORDER  -  SECOND
 CA1054
 CA1054.The horizontal coordinates were established by classical geodetic methods
 CA1054.and adjusted by the National Geodetic Survey in February 1996..
 CA1054
 CA1054.The orthometric height was scaled from a topographic map.
 CA1054
 CA1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1054
 CA1054.The geoid height was determined by GEOID03.
 CA1054
 CA1054;                    North         East     Units Scale Factor Converg.
 CA1054;SPC TX C     - 3,226,835.801   826,220.951   MT  0.99995718   +0 41 09.1
 CA1054;SPC TX C     -10,586,710.46  2,710,693.24   sFT  0.99995718   +0 41 09.1
 CA1054;UTM  14      - 3,507,851.641   499,838.251   MT  0.99960000   -0 00 03.2
 CA1054
 CA1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1054!SPC TX C     -   0.99993056  x   0.99995718  =   0.99988774
 CA1054!UTM  14      -   0.99993056  x   0.99960000  =   0.99953059
 CA1054
 CA1054                          SUPERSEDED SURVEY CONTROL
 CA1054
 CA1054  NAD 83(1986)-  31 42 21.70300(N)    099 00 06.13017(W) AD(       ) 2
 CA1054  NAD 27      -  31 42 21.15305(N)    099 00 04.95053(W) AD(       ) 2
 CA1054
 CA1054.Superseded values are not recommended for survey control.
 CA1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1054.See file dsdata.txt to determine how the superseded data were derived.
 CA1054
 CA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9983807852(NAD 83)
 CA1054_MARKER: DB = BENCH MARK DISK
 CA1054_SETTING: 0 = UNSPECIFIED SETTING
 CA1054
 CA1054  HISTORY     - Date     Condition        Report By
 CA1054  HISTORY     - 1975     MONUMENTED       BOR
 CA1054
 CA1054                          STATION DESCRIPTION
 CA1054
 CA1054'DESCRIBED BY US BUREAU OF RECLAMATION 1975 (JLC)
 CA1054'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF BROWNWOOD,
 CA1054'1/4 MILE WEST OF GREENLEAF CEMETERY AND JUST NORTH OF 2 LARGE
 CA1054'WATER TANKS AND ON THE HIGHEST POINT OF ROUND MOUNTAIN.
 CA1054'
 CA1054'TO REACH THE STATION FROM THE POST OFFICE IN BROWNWOOD, GO
 CA1054'SOUTHWEST ON CENTER STREET FOR 0.6 MILE TO STATE HIGHWAY 377,
 CA1054'TURN LEFT THENCE RIGHT AND CONTINUE ON CENTER STREET FOR 0.7
 CA1054'MILE TO A CROSSROAD, MAIN STREET, CONTINUE STRAIGHT AHEAD
 CA1054'CROSSING RAILROAD FOR 0.05 MILE TO A SIDE ROAD LEFT AND A LOCKED
 CA1054'GATE.  (KEY MAY BE OBTAINED FROM THE BROWNWOOD WATER
 CA1054'DEPARTMENT.) TURN LEFT PASSING THROUGH THE GATE AND GO 0.45
 CA1054'MILE UPHILL ON THE MAIN ROAD TO THE TOP OF THE HILL AND THE
 CA1054'STATION.
 CA1054'
 CA1054'THE STATION IS A STANDARD U.S. BUREAU OF RECLAMATION BENCH
 CA1054'MARK THAT HAS NO STAMPING.  IT IS BRAZED TO THE TOP OF A 2-INCH
 CA1054'IRON PIPE THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 CA1054'
 CA1054'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ROUND 3,
 CA1054'DISTANCE BEING (9.92 FEET) OR 3.020 METERS EAST OF STATION ROUND 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1238 ***********************************************************************
 DN1238  DESIGNATION -  BM
 DN1238  PID         -  DN1238
 DN1238  STATE/COUNTY-  TX/GRAYSON
 DN1238  USGS QUAD   -  DORCHESTER (1974)
 DN1238
 DN1238                         *CURRENT SURVEY CONTROL
 DN1238  ___________________________________________________________________
 DN1238* NAD 83(1993)-  33 33 40.78944(N)    096 41 53.74798(W)     ADJUSTED  
 DN1238* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 DN1238  ___________________________________________________________________
 DN1238  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 DN1238  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DN1238
 DN1238  HORZ ORDER  -  SECOND
 DN1238
 DN1238.The horizontal coordinates were established by classical geodetic methods
 DN1238.and adjusted by the National Geodetic Survey in February 1996..
 DN1238
 DN1238.The orthometric height was scaled from a topographic map.
 DN1238
 DN1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1238
 DN1238.The geoid height was determined by GEOID03.
 DN1238
 DN1238;                    North         East     Units Scale Factor Converg.
 DN1238;SPC TXNC     - 2,211,537.087   767,280.884   MT  0.99991208   +0 58 57.6
 DN1238;SPC TXNC     - 7,255,684.59  2,517,320.70   sFT  0.99991208   +0 58 57.6
 DN1238;UTM  14      - 3,715,892.329   713,669.304   MT  1.00016288   +1 16 22.6
 DN1238
 DN1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1238!SPC TXNC     -   0.99996147  x   0.99991208  =   0.99987356
 DN1238!UTM  14      -   0.99996147  x   1.00016288  =   1.00012435
 DN1238
 DN1238                          SUPERSEDED SURVEY CONTROL
 DN1238
 DN1238  NAD 83(1993)-  33 33 40.79141(N)    096 41 53.74498(W) AD(       ) 2
 DN1238  NAD 83(1986)-  33 33 40.79538(N)    096 41 53.73828(W) AD(       ) 2
 DN1238  NAD 27      -  33 33 40.40260(N)    096 41 52.75540(W) AD(       ) 2
 DN1238
 DN1238.Superseded values are not recommended for survey control.
 DN1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1238.See file dsdata.txt to determine how the superseded data were derived.
 DN1238
 DN1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1366915892(NAD 83)
 DN1238_MARKER: Z = SEE DESCRIPTION
 DN1238_SETTING: 0 = UNSPECIFIED SETTING
 DN1238
 DN1238  HISTORY     - Date     Condition        Report By
 DN1238  HISTORY     - 1957     MONUMENTED       USGS
 DN1238
 DN1238                          STATION DESCRIPTION
 DN1238
 DN1238'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 DN1238'SEE STATION MORMON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0496 ***********************************************************************
 CR0496  DESIGNATION -  BM   JMB
 CR0496  PID         -  CR0496
 CR0496  STATE/COUNTY-  TX/SMITH
 CR0496  USGS QUAD   -  CHANDLER (1973)
 CR0496
 CR0496                         *CURRENT SURVEY CONTROL
 CR0496  ___________________________________________________________________
 CR0496* NAD 83(1986)-  32 21 34.     (N)    095 23 56.     (W)     SCALED    
 CR0496* NAVD 88     -       160.453  (meters)     526.42   (feet)  ADJUSTED  
 CR0496  ___________________________________________________________________
 CR0496  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR0496  DYNAMIC HT  -         160.266 (meters)     525.81  (feet)  COMP
 CR0496  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 CR0496
 CR0496  VERT ORDER  -  SECOND    CLASS 0
 CR0496
 CR0496.This mark is at Tyler Pounds Fld (TYR) Airport (TYR)
 CR0496
 CR0496.The horizontal coordinates were scaled from a topographic map and have
 CR0496.an estimated accuracy of +/- 6 seconds.
 CR0496
 CR0496.The orthometric height was determined by differential leveling
 CR0496.and adjusted by the National Geodetic Survey in June 1991..
 CR0496
 CR0496.The geoid height was determined by GEOID03.
 CR0496
 CR0496.The dynamic height is computed by dividing the NAVD 88
 CR0496.geopotential number by the normal gravity value computed on the
 CR0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0496.degrees latitude (g = 980.6199 gals.).
 CR0496
 CR0496.The modeled gravity was interpolated from observed gravity values.
 CR0496
 CR0496;                    North         East    Units  Estimated Accuracy
 CR0496;SPC TXNC     - 2,081,130.      891,830.      MT  (+/- 180 meters Scaled)
 CR0496
 CR0496                          SUPERSEDED SURVEY CONTROL
 CR0496
 CR0496  NGVD 29 (??/??/92)  160.48   (m)          526.5    (f) COMPUTED    2 0
 CR0496
 CR0496.Superseded values are not recommended for survey control.
 CR0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0496.See file dsdata.txt to determine how the superseded data were derived.
 CR0496
 CR0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR742828(NAD 83)
 CR0496_MARKER: Q = CHISELED SQUARE
 CR0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0496_SP_SET: CONCRETE BASE
 CR0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0496
 CR0496  HISTORY     - Date     Condition        Report By
 CR0496  HISTORY     - UNK      MONUMENTED       CGS
 CR0496  HISTORY     - 1945     GOOD             NGS
 CR0496
 CR0496                          STATION DESCRIPTION
 CR0496
 CR0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CR0496'5.5 MI W FROM TYLER.
 CR0496'AT POUNDS FIELD, ON THE EAST CORNER OF CONCRETE BASE FOR STAIRWAY TO
 CR0496'CONTROL TOWER.  A CHISLED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0294 ***********************************************************************
 AH0294  DESIGNATION -  BM 1
 AH0294  PID         -  AH0294
 AH0294  STATE/COUNTY-  TX/NUECES
 AH0294  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0294
 AH0294                         *CURRENT SURVEY CONTROL
 AH0294  ___________________________________________________________________
 AH0294* NAD 83(1986)-  27 49 06.     (N)    097 25 04.     (W)     SCALED    
 AH0294* NAVD 88     -         3.894  (meters)      12.78   (feet)  ADJUSTED  
 AH0294  ___________________________________________________________________
 AH0294  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0294  DYNAMIC HT  -           3.888 (meters)      12.76  (feet)  COMP
 AH0294  MODELED GRAV-     979,128.9   (mgal)                       NAVD 88
 AH0294
 AH0294  VERT ORDER  -  FIRST     CLASS II
 AH0294
 AH0294.The horizontal coordinates were scaled from a topographic map and have
 AH0294.an estimated accuracy of +/- 6 seconds.
 AH0294
 AH0294.The orthometric height was determined by differential leveling
 AH0294.and adjusted by the National Geodetic Survey in June 1991..
 AH0294
 AH0294.The geoid height was determined by GEOID03.
 AH0294
 AH0294.The dynamic height is computed by dividing the NAVD 88
 AH0294.geopotential number by the normal gravity value computed on the
 AH0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0294.degrees latitude (g = 980.6199 gals.).
 AH0294
 AH0294.The modeled gravity was interpolated from observed gravity values.
 AH0294
 AH0294;                    North         East    Units  Estimated Accuracy
 AH0294;SPC TX S     - 5,238,850.      406,630.      MT  (+/- 180 meters Scaled)
 AH0294
 AH0294                          SUPERSEDED SURVEY CONTROL
 AH0294
 AH0294  NGVD 29 (??/??/92)    4.08   (m)           13.4    (f) COMPUTED    1 2
 AH0294
 AH0294.Superseded values are not recommended for survey control.
 AH0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0294.See file dsdata.txt to determine how the superseded data were derived.
 AH0294
 AH0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR558780(NAD 83)
 AH0294_MARKER: DJ = TIDAL STATION DISK
 AH0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0294_SP_SET: SMOKE STACK
 AH0294_STAMPING: NO 1 1958
 AH0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0294
 AH0294  HISTORY     - Date     Condition        Report By
 AH0294  HISTORY     - 1958     MONUMENTED       CGS
 AH0294  HISTORY     - 1959     GOOD             NGS
 AH0294  HISTORY     - 1989     GOOD             USPSQD
 AH0294
 AH0294                          STATION DESCRIPTION
 AH0294
 AH0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0294'1.6 MI W FROM CORPUS CHRISTI.
 AH0294'ABOUT 1.6 MILES WEST ALONG NAVIGATION BOULEVARD FROM THE FIRST SET OF
 AH0294'PIERS NORTH OF THE CORPUS CHRISTI SHIP CHANNEL OF THE HIGH BRIDGE, AT
 AH0294'THE HALLIBURTON PORTLAND CEMENT COMPANY, SET VERTICALLY IN THE
 AH0294'NORTHEAST FACE OF THE SMOKE STACK AT THE NORTH SIDE OF THE PLANT
 AH0294'GROUNDS, 271 FEET NORTHEAST OF BENCH MARK BRASS PLATE 1 (H.C.CO.), AND
 AH0294'ABOUT 4 FEET ABOVE THE GROUND.
 AH0294
 AH0294                          STATION RECOVERY (1989)
 AH0294
 AH0294'RECOVERY NOTE BY US POWER SQUADRON 1989 (BK)
 AH0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2859 ***********************************************************************
 CS2859  DESIGNATION -  BM 1 B CDE
 CS2859  PID         -  CS2859
 CS2859  STATE/COUNTY-  TX/DALLAS
 CS2859  USGS QUAD   -  DALLAS (1981)
 CS2859
 CS2859                         *CURRENT SURVEY CONTROL
 CS2859  ___________________________________________________________________
 CS2859* NAD 83(1993)-  32 51 55.34892(N)    096 47 11.86956(W)     ADJUSTED  
 CS2859* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 CS2859  ___________________________________________________________________
 CS2859  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 CS2859  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CS2859
 CS2859  HORZ ORDER  -  THIRD
 CS2859
 CS2859.The horizontal coordinates were established by classical geodetic methods
 CS2859.and adjusted by the National Geodetic Survey in February 1996..
 CS2859
 CS2859.The orthometric height was scaled from a topographic map.
 CS2859
 CS2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2859
 CS2859.The geoid height was determined by GEOID03.
 CS2859
 CS2859;                    North         East     Units Scale Factor Converg.
 CS2859;SPC TXNC     - 2,134,231.905   760,335.930   MT  0.99987788   +0 56 04.1
 CS2859;SPC TXNC     - 7,002,059.17  2,494,535.46   sFT  0.99987788   +0 56 04.1
 CS2859;UTM  14      - 3,638,533.948   707,098.538   MT  1.00012887   +1 12 05.6
 CS2859
 CS2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2859!SPC TXNC     -   0.99997526  x   0.99987788  =   0.99985314
 CS2859!UTM  14      -   0.99997526  x   1.00012887  =   1.00010413
 CS2859
 CS2859                          SUPERSEDED SURVEY CONTROL
 CS2859
 CS2859  NAD 83(1993)-  32 51 55.34800(N)    096 47 11.86105(W) AD(       ) 3
 CS2859  NAD 83(1986)-  32 51 55.35563(N)    096 47 11.85256(W) AD(       ) 3
 CS2859  NAD 27      -  32 51 54.90000(N)    096 47 10.85000(W) AD(       ) 3
 CS2859
 CS2859.Superseded values are not recommended for survey control.
 CS2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2859.See file dsdata.txt to determine how the superseded data were derived.
 CS2859
 CS2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0709938534(NAD 83)
 CS2859_MARKER: DB = BENCH MARK DISK
 CS2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2859
 CS2859  HISTORY     - Date     Condition        Report By
 CS2859  HISTORY     - 1947     MONUMENTED       TX1730
 CS2859  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS2859
 CS2859                          STATION DESCRIPTION
 CS2859
 CS2859'DESCRIBED BY CITY OF DALLAS TEXAS 1947 (FRG)
 CS2859'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH OF DALLAS, 0.4
 CS2859'MILE WEST OF THE HILLCREST MEMORIAL PARK, IN THE SOUTHEAST
 CS2859'CORNER OF THE CROSSROADS.  IT IS 42 FEET EAST OF THE CENTERLINE
 CS2859'OF THE NORTH AND SOUTH ROAD, 49 FEET SOUTH OF THE CENTERLINE OF
 CS2859'LOOP 12 AND 9.2 FEET EAST OF A POWER POLE.  THE MARK IS A
 CS2859'CITY OF DALLAS ENGINEERS BENCH MARK SET IN AN 18 INCH SQUARE
 CS2859'CONCRETE BLOCK AND THE DISK IS STAMPED 1B T394 1947.
 CS2859'
 CS2859'TO REACH FROM DALLAS, GO NORTH ON U.S. HIGHWAY NO. 75 7.5
 CS2859'MILES TO THE JUNCTION WITH LOOP 12, TURN LEFT ON LOOP 12
 CS2859'ABOUT 1.0 MILE TO ENTRANCE TO CEMETERY, CONTINUE WEST 0.4
 CS2859'MILE TO CROSSROADS AND STATION ON THE LEFT.
 CS2859
 CS2859                          STATION RECOVERY (2000)
 CS2859
 CS2859'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0261 ***********************************************************************
 AH0261  DESIGNATION -  BM 10
 AH0261  PID         -  AH0261
 AH0261  STATE/COUNTY-  TX/NUECES
 AH0261  USGS QUAD   -  PORT ARANSAS (1975)
 AH0261
 AH0261                         *CURRENT SURVEY CONTROL
 AH0261  ___________________________________________________________________
 AH0261* NAD 83(1986)-  27 49 45.     (N)    097 03 14.     (W)     SCALED    
 AH0261* NAVD 88     -         2.08   (+/-2cm)       6.8    (feet)  VERTCON   
 AH0261  ___________________________________________________________________
 AH0261  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AH0261
 AH0261  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0261
 AH0261.The horizontal coordinates were scaled from a topographic map and have
 AH0261.an estimated accuracy of +/- 6 seconds.
 AH0261
 AH0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0261.The vertical order pertains to the NGVD 29 superseded value.
 AH0261
 AH0261.The geoid height was determined by GEOID03.
 AH0261
 AH0261;                    North         East    Units  Estimated Accuracy
 AH0261;SPC TX S     - 5,240,410.      442,460.      MT  (+/- 180 meters Scaled)
 AH0261
 AH0261                          SUPERSEDED SURVEY CONTROL
 AH0261
 AH0261  NGVD 29 (??/??/92)    2.19   (m)            7.2    (f) COMPUTED    1 2
 AH0261
 AH0261.Superseded values are not recommended for survey control.
 AH0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0261.See file dsdata.txt to determine how the superseded data were derived.
 AH0261
 AH0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR916797(NAD 83)
 AH0261_MARKER: DB = BENCH MARK DISK
 AH0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0261_STAMPING: NO 10 1958
 AH0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0261+STABILITY: SURFACE MOTION
 AH0261
 AH0261  HISTORY     - Date     Condition        Report By
 AH0261  HISTORY     - 1958     MONUMENTED       CGS
 AH0261  HISTORY     - 1959     GOOD             NGS
 AH0261  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0261  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AH0261  HISTORY     - 19970725 GOOD             USPSQD
 AH0261
 AH0261                          STATION DESCRIPTION
 AH0261
 AH0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0261'0.85 MI SE FROM PORT ARANSAS.
 AH0261'ABOUT 0.3 MILE SOUTH ALONG STANTION STREET FROM THE U. S. COAST GUARD
 AH0261'STATION AT PORT ARANSAS, THENCE ABOUT 0.55 MILE EAST ALONG A PAVED
 AH0261'ROAD, ABOUT 0.1 MILE NORTHWEST OF THE HOLIDAY FISHING PIER, 46 FEET
 AH0261'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.3 FEET NORTHEAST OF THE
 AH0261'2ND POWER POLE NORTHWEST OF A POWER POLE SUPPORTING A TRANSFORMER,
 AH0261'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 AH0261'POST FLUSH WITH THE GROUND.
 AH0261
 AH0261                          STATION RECOVERY (1968)
 AH0261
 AH0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0261'MARK NOT FOUND.
 AH0261
 AH0261                          STATION RECOVERY (1990)
 AH0261
 AH0261'RECOVERY NOTE BY US POWER SQUADRON 1990 (VLH)
 AH0261'MARK NOT FOUND.
 AH0261
 AH0261                          STATION RECOVERY (1997)
 AH0261
 AH0261'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0464 ***********************************************************************
 AV0464  DESIGNATION -  BM 100
 AV0464  PID         -  AV0464
 AV0464  STATE/COUNTY-  TX/JEFFERSON
 AV0464  USGS QUAD   -  TEXAS POINT (1993)
 AV0464
 AV0464                         *CURRENT SURVEY CONTROL
 AV0464  ___________________________________________________________________
 AV0464* NAD 83(1986)-  29 40 27.     (N)    093 50 11.     (W)     SCALED    
 AV0464* NAVD 88     -         0.99   (+/-2cm)       3.2    (feet)  VERTCON   
 AV0464  ___________________________________________________________________
 AV0464  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AV0464
 AV0464  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0464
 AV0464.The horizontal coordinates were scaled from a topographic map and have
 AV0464.an estimated accuracy of +/- 6 seconds.
 AV0464
 AV0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0464.The vertical order pertains to the NGVD 29 superseded value.
 AV0464
 AV0464.The geoid height was determined by GEOID03.
 AV0464
 AV0464;                    North         East    Units  Estimated Accuracy
 AV0464;SPC TXSC     - 4,215,050.    1,099,620.      MT  (+/- 180 meters Scaled)
 AV0464
 AV0464                          SUPERSEDED SURVEY CONTROL
 AV0464
 AV0464  NGVD 29 (??/??/??)    0.983  (m)            3.23   (f) ADJUSTED    1 2
 AV0464
 AV0464.Superseded values are not recommended for survey control.
 AV0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0464.See file dsdata.txt to determine how the superseded data were derived.
 AV0464
 AV0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN190829(NAD 83)
 AV0464_MARKER: Z = SEE DESCRIPTION
 AV0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0464_SP_SET: JETTY
 AV0464_STAMPING: 100
 AV0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0464
 AV0464  HISTORY     - Date     Condition        Report By
 AV0464  HISTORY     - UNK      MONUMENTED       RBNF
 AV0464  HISTORY     - 1960     GOOD             CGS
 AV0464
 AV0464                          STATION DESCRIPTION
 AV0464
 AV0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AV0464'3.5 MI SE FROM SABINE.
 AV0464'ABOUT 0.1 MILE SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AV0464'SABINE, THENCE 0.25 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 2.1
 AV0464'MILES SOUTHEAST ALONG A PAVED ROAD TO THE SABINE PASS WEST JETTY,
 AV0464'THENCE 1.05 MILES SOUTHEAST ALONG THE JETTY, IN THE CENTER OF A
 AV0464'CONCRETE PORTION OF THE JETTY WHICH IS APPROXIMATELY 5 FEET WIDE.
 AV0464'TOP OF A 1.5 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0402 ***********************************************************************
 CS0402  DESIGNATION -  BM 11
 CS0402  PID         -  CS0402
 CS0402  STATE/COUNTY-  TX/KAUFMAN
 CS0402  USGS QUAD   -  KEMP (1981)
 CS0402
 CS0402                         *CURRENT SURVEY CONTROL
 CS0402  ___________________________________________________________________
 CS0402* NAD 83(1986)-  32 24 30.     (N)    096 14 31.     (W)     SCALED    
 CS0402* NAVD 88     -        98.818  (meters)     324.21   (feet)  ADJUSTED  
 CS0402  ___________________________________________________________________
 CS0402  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0402  DYNAMIC HT  -          98.706 (meters)     323.84  (feet)  COMP
 CS0402  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 CS0402
 CS0402  VERT ORDER  -  SECOND    CLASS 0
 CS0402
 CS0402.The horizontal coordinates were scaled from a topographic map and have
 CS0402.an estimated accuracy of +/- 6 seconds.
 CS0402
 CS0402.The orthometric height was determined by differential leveling
 CS0402.and adjusted by the National Geodetic Survey in June 1991..
 CS0402
 CS0402.The geoid height was determined by GEOID03.
 CS0402
 CS0402.The dynamic height is computed by dividing the NAVD 88
 CS0402.geopotential number by the normal gravity value computed on the
 CS0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0402.degrees latitude (g = 980.6199 gals.).
 CS0402
 CS0402.The modeled gravity was interpolated from observed gravity values.
 CS0402
 CS0402;                    North         East    Units  Estimated Accuracy
 CS0402;SPC TXNC     - 2,084,530.      812,390.      MT  (+/- 180 meters Scaled)
 CS0402
 CS0402                          SUPERSEDED SURVEY CONTROL
 CS0402
 CS0402  NGVD 29 (??/??/92)   98.834  (m)          324.26   (f) ADJ UNCH    2 0
 CS0402
 CS0402.Superseded values are not recommended for survey control.
 CS0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0402.See file dsdata.txt to determine how the superseded data were derived.
 CS0402
 CS0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA593890(NAD 83)
 CS0402_MARKER: DD = SURVEY DISK
 CS0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0402_SP_SET: CULVERT
 CS0402_STAMPING: NO 11 3238
 CS0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0402
 CS0402  HISTORY     - Date     Condition        Report By
 CS0402  HISTORY     - 1946     MONUMENTED       TXRD
 CS0402  HISTORY     - 1946     GOOD             NGS
 CS0402
 CS0402                          STATION DESCRIPTION
 CS0402
 CS0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0402'2.2 MI SW FROM KEMP.
 CS0402'2.2 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 274 FROM KEMP GRAMMAR
 CS0402'SCHOOL AT KEMP, AT THE INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD
 CS0402'LEADING WEST, 16 FEET WEST OF AND 1.0 FOOT LOWER THAN THE CENTERLINE
 CS0402'OF THE HIGHWAY, 45 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 CS0402'ON TOP OF THE NORTH END OF THE WEST HEADWALL OF A 3 X 6-FOOT CONCRETE
 CS0402'CULVERT.  A STANDARD DISK, STAMPED NO 11 3238 AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1423 ***********************************************************************
 DM1423  DESIGNATION -  BM 11 S
 DM1423  PID         -  DM1423
 DM1423  STATE/COUNTY-  TX/LAMAR
 DM1423  USGS QUAD   -  PAT MAYSE LAKE WEST (1980)
 DM1423
 DM1423                         *CURRENT SURVEY CONTROL
 DM1423  ___________________________________________________________________
 DM1423* NAD 83(1993)-  33 45 38.05634(N)    095 38 08.41816(W)     ADJUSTED  
 DM1423* NAVD 88     -       177.92   (+/-2cm)     583.7    (feet)  VERTCON   
 DM1423  ___________________________________________________________________
 DM1423  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DM1423  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DM1423
 DM1423  HORZ ORDER  -  SECOND
 DM1423  VERT ORDER  -  THIRD ? (See Below)
 DM1423
 DM1423.The horizontal coordinates were established by classical geodetic methods
 DM1423.and adjusted by the National Geodetic Survey in February 1996..
 DM1423
 DM1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1423.The vertical order pertains to the NGVD 29 superseded value.
 DM1423
 DM1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1423
 DM1423.The geoid height was determined by GEOID03.
 DM1423
 DM1423;                    North         East     Units Scale Factor Converg.
 DM1423;SPC TXNC     - 2,235,817.222   865,314.070   MT  0.99994902   +1 33 43.9
 DM1423;SPC TXNC     - 7,335,343.67  2,838,951.24   sFT  0.99994902   +1 33 43.9
 DM1423;UTM  15      - 3,738,730.665   255,887.492   MT  1.00033470   -1 27 55.5
 DM1423
 DM1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1423!SPC TXNC     -   0.99997638  x   0.99994902  =   0.99992540
 DM1423!UTM  15      -   0.99997638  x   1.00033470  =   1.00031107
 DM1423
 DM1423                          SUPERSEDED SURVEY CONTROL
 DM1423
 DM1423  NAD 83(1993)-  33 45 38.05722(N)    095 38 08.41707(W) AD(       ) 2
 DM1423  NAD 83(1986)-  33 45 38.06308(N)    095 38 08.40713(W) AD(       ) 2
 DM1423  NAD 27      -  33 45 37.69700(N)    095 38 07.54100(W) AD(       ) 2
 DM1423  NGVD 29 (07/19/86)  177.89   (m)          583.6    (f) LEVELING    3  
 DM1423
 DM1423.Superseded values are not recommended for survey control.
 DM1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1423.See file dsdata.txt to determine how the superseded data were derived.
 DM1423
 DM1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5588738731(NAD 83)
 DM1423_MARKER: DB = BENCH MARK DISK
 DM1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1423
 DM1423  HISTORY     - Date     Condition        Report By
 DM1423  HISTORY     - 1951     MONUMENTED       CGS
 DM1423  HISTORY     - 1957     GOOD             CGS
 DM1423  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM1423
 DM1423                          STATION DESCRIPTION
 DM1423
 DM1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1423'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF PARIS,
 DM1423'1-1/2 MILES WEST OF THE SMALL VILLAGE OF CAVINESS AND 3/4
 DM1423'MILE EAST OF THE SMALL VILLAGE OF EMERSON ON THE RIGHT-OF-WAY
 DM1423'OF A ROAD.  IT IS 46 FEET NORTH OF THE CENTERLINE OF A
 DM1423'T-INTERSECTION, 25 FEET WEST OF THE CENTERLINE OF AN OLD ROAD, 13
 DM1423'FEETWEST OF A POWERLINE POLE AND 2 FEET SOUTH OF A RIGHT OF
 DM1423'WAY FENCELINE.  IT IS A STANDARD USGS BENCH MARK DISC SET
 DM1423'IN A 4 X 4 CONCRETE POST WHICH PROJECTS ABOUT 11 INCHES.  THE
 DM1423'DISK IS STAMPED 11 S 1946.
 DM1423'
 DM1423'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1423'CAVINESS 1951 TO BENCH MARK, 11 S 1946 AND THE DISTANCE IS.
 DM1423'94.503 METERS OR 310.05 FEET.
 DM1423'
 DM1423'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 DM1423'PARIS GO WESTERLY ON U.S. HIGHWAY 82 FOR 1.15 MILES TO ITS
 DM1423'JUNCTION WITH FARM ROAD 79.  TURN RIGHT ON FARM ROAD 79 AND GO
 DM1423'NORTHWESTERLY FOR 6.2 MILES TO A T-ROAD RIGHT AND SIGN EMERSON.
 DM1423'TURN RIGHT AND GO NORTHERLY FOR 2.55 MILES TO A T-INTERSECTION
 DM1423'AND MARK ON NORTH SIDE OF INTERSECTION AS DESCRIBED.
 DM1423
 DM1423                          STATION RECOVERY (1957)
 DM1423
 DM1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1423'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTION CHANGES
 DM1423'FOR PROCEEDING TO STATION SITE ARE--AT THE INTERSECTION OF F.M.
 DM1423'1499 AND F.M. 1500, STATION IS 46 FEET NORTH OF CENTERLINE
 DM1423'OF F.M. 1500 ON NORTH RIGHT-OF-WAY OF F.M. 1499.
 DM1423
 DM1423                          STATION RECOVERY (1995)
 DM1423
 DM1423'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2363 ***********************************************************************
 AH2363  DESIGNATION -  BM 12 ALS
 AH2363  PID         -  AH2363
 AH2363  STATE/COUNTY-  TX/MARTIN
 AH2363  USGS QUAD   -  NORTHWEST MIDLAND (1974)
 AH2363
 AH2363                         *CURRENT SURVEY CONTROL
 AH2363  ___________________________________________________________________
 AH2363* NAD 83(1993)-  32 01 34.11205(N)    102 09 45.94824(W)     ADJUSTED  
 AH2363* NAVD 88     -       868.77   (+/-2cm)    2850.3    (feet)  VERTCON   
 AH2363  ___________________________________________________________________
 AH2363  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AH2363  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AH2363
 AH2363  HORZ ORDER  -  THIRD
 AH2363  VERT ORDER  -  THIRD ? (See Below)
 AH2363
 AH2363.The horizontal coordinates were established by classical geodetic methods
 AH2363.and adjusted by the National Geodetic Survey in July 1998..
 AH2363
 AH2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2363.The vertical order pertains to the NGVD 29 superseded value.
 AH2363
 AH2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2363
 AH2363.The geoid height was determined by GEOID03.
 AH2363
 AH2363;                    North         East     Units Scale Factor Converg.
 AH2363;SPC TXNC     - 2,045,895.318   254,051.447   MT  1.00003141   -1 59 51.5
 AH2363;SPC TXNC     - 6,712,241.56    833,500.46   sFT  1.00003141   -1 59 51.5
 AH2363;UTM  13      - 3,546,853.552   767,964.372   MT  1.00048563   +1 30 19.8
 AH2363
 AH2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2363!SPC TXNC     -   0.99986745  x   1.00003141  =   0.99989886
 AH2363!UTM  13      -   0.99986745  x   1.00048563  =   1.00035302
 AH2363
 AH2363                          SUPERSEDED SURVEY CONTROL
 AH2363
 AH2363  NGVD 29 (07/28/98)  868.39   (m)         2849.0    (f) LEVELING    3  
 AH2363
 AH2363.Superseded values are not recommended for survey control.
 AH2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2363.See file dsdata.txt to determine how the superseded data were derived.
 AH2363
 AH2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR6796446854(NAD 83)
 AH2363_MARKER: DS = TRIANGULATION STATION DISK
 AH2363
 AH2363  HISTORY     - Date     Condition        Report By
 AH2363  HISTORY     - 1965     MONUMENTED       USGS
 AH2363
 AH2363                          STATION DESCRIPTION
 AH2363
 AH2363'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH2363'MIDLAND, AIRPARK ADMINISTRATION BUILDING, 1.1 MI. NW. OF, ALONG NW-SE.
 AH2363'RUNWAY, THENCE 2.0 MI. WSW., ALONG FARM ROAD NO. 868, CONTINUE 1.0 MI.
 AH2363'WSW. TO CROSSROADS, 49 FT. W. OF N-S. RD., 42 FT. N. OF E-W. RD., 27
 AH2363'FT. W. OF CORNER FENCE POST, 4 FT. E. OF POWER POLE, 1 FT. S. OF
 AH2363'RIGHT-OF-WAY FENCE.
 AH2363'RECOVERED BY USGS IN 1966.
 AH2363'STATION MARK--STANDARD TABLET STAMPED---12 ALS 1965---, SET IN
 AH2363'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0784 ***********************************************************************
 AO0784  DESIGNATION -  BM 16 JRF
 AO0784  PID         -  AO0784
 AO0784  STATE/COUNTY-  TX/ZAVALA
 AO0784  USGS QUAD   -  LA PRYOR (1972)
 AO0784
 AO0784                         *CURRENT SURVEY CONTROL
 AO0784  ___________________________________________________________________
 AO0784* NAD 83(1993)-  28 56 28.26078(N)    099 51 01.14456(W)     ADJUSTED  
 AO0784* NAVD 88     -       227.40   (+/-2cm)     746.1    (feet)  VERTCON   
 AO0784  ___________________________________________________________________
 AO0784  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AO0784  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AO0784
 AO0784  HORZ ORDER  -  SECOND
 AO0784  VERT ORDER  -  THIRD ? (See Below)
 AO0784
 AO0784.The horizontal coordinates were established by classical geodetic methods
 AO0784.and adjusted by the National Geodetic Survey in February 1996..
 AO0784
 AO0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0784.The vertical order pertains to the NGVD 29 superseded value.
 AO0784
 AO0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0784
 AO0784.The geoid height was determined by GEOID03.
 AO0784
 AO0784;                    North         East     Units Scale Factor Converg.
 AO0784;SPC TXSC     - 4,123,081.410   517,109.212   MT  0.99988669   -0 24 59.7
 AO0784;SPC TXSC     -13,527,142.93  1,696,549.14   sFT  0.99988669   -0 24 59.7
 AO0784;UTM  14      - 3,201,766.870   417,130.620   MT  0.99968474   -0 24 41.4
 AO0784
 AO0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0784!SPC TXSC     -   0.99996791  x   0.99988669  =   0.99985461
 AO0784!UTM  14      -   0.99996791  x   0.99968474  =   0.99965267
 AO0784
 AO0784                          SUPERSEDED SURVEY CONTROL
 AO0784
 AO0784  NAD 83(1986)-  28 56 28.25818(N)    099 51 01.12360(W) AD(       ) 2
 AO0784  NAD 27      -  28 56 27.36497(N)    099 50 59.91263(W) AD(       ) 2
 AO0784  NGVD 29 (07/19/86)  227.28   (m)          745.7    (f) LEVELING    3  
 AO0784
 AO0784.Superseded values are not recommended for survey control.
 AO0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0784.See file dsdata.txt to determine how the superseded data were derived.
 AO0784
 AO0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT1713101767(NAD 83)
 AO0784_MARKER: DB = BENCH MARK DISK
 AO0784_SETTING: 0 = UNSPECIFIED SETTING
 AO0784
 AO0784  HISTORY     - Date     Condition        Report By
 AO0784  HISTORY     - 1972     MONUMENTED       USGS
 AO0784  HISTORY     - 19970412 GOOD             USPSQD
 AO0784  HISTORY     - 20010507 GOOD             USPSQD
 AO0784
 AO0784                          STATION DESCRIPTION
 AO0784
 AO0784'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (ILC)
 AO0784'THE STATION, 16 JRF (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 AO0784'DISK, STAMPED 16 JRF 1972, FASTENED TO A ROD WITHIN A PLASTIC PIPE
 AO0784'FILLED WITH GRAVEL, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 AO0784'AT THE INTERSECTION OF U.S. HIGHWAYS 57 AND 83 IN LA PRYOR, 80.0 FEET
 AO0784'WEST OF THE CENTER OF HIGHWAY 83, 43.0 FEET SOUTH OF THE CENTER
 AO0784'OF HIGHWAY 57, 18.2 FEET EAST OF THE EAST RAIL OF A RAILROAD
 AO0784'TRACK AND 1.6 FEET NORTHWEST OF A WITNESS POST.
 AO0784'
 AO0784'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LA PRYOR,
 AO0784'USING A RANGER II, THE DISTANCE BEING 101.418 METERS (332.74 FEET)
 AO0784'SOUTH-SOUTHWEST OF STATION LA PRYOR.
 AO0784
 AO0784                          STATION RECOVERY (1997)
 AO0784
 AO0784'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0784'RECOVERED IN GOOD CONDITION.
 AO0784
 AO0784                          STATION RECOVERY (2001)
 AO0784
 AO0784'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6431 ***********************************************************************
 AJ6431  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6431  DESIGNATION -  BM 17
 AJ6431  PID         -  AJ6431
 AJ6431  STATE/COUNTY-  TX/HARRIS
 AJ6431  USGS QUAD   -  BELLAIRE (1995)
 AJ6431
 AJ6431                         *CURRENT SURVEY CONTROL
 AJ6431  ___________________________________________________________________
 AJ6431* NAD 83(1993)-  29 41 50.89091(N)    095 25 04.50034(W)     ADJUSTED  
 AJ6431* NAVD 88     -        13.51   (meters)      44.3    (feet)  GPS OBS   
 AJ6431  ___________________________________________________________________
 AJ6431  X           -    -523,550.761 (meters)                     COMP
 AJ6431  Y           -  -5,520,163.619 (meters)                     COMP
 AJ6431  Z           -   3,141,280.246 (meters)                     COMP
 AJ6431  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AJ6431  ELLIP HEIGHT-         -13.73  (meters)          (12/03/01) GPS OBS
 AJ6431  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AJ6431
 AJ6431  HORZ ORDER  -  FIRST
 AJ6431  ELLP ORDER  -  FOURTH    CLASS II
 AJ6431
 AJ6431.The horizontal coordinates were established by GPS observations
 AJ6431.and adjusted by the National Geodetic Survey in December 2001..
 AJ6431
 AJ6431.The orthometric height was determined by GPS observations and a
 AJ6431.high-resolution geoid model using precise GPS observation and
 AJ6431.processing techniques.
 AJ6431
 AJ6431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6431
 AJ6431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6431
 AJ6431.The ellipsoidal height was determined by GPS observations
 AJ6431.and is referenced to NAD 83.
 AJ6431
 AJ6431.The geoid height was determined by GEOID03.
 AJ6431
 AJ6431;                    North         East     Units Scale Factor Converg.
 AJ6431;SPC TXSC     - 4,211,904.732   946,570.705   MT  0.99988319   +1 45 17.7
 AJ6431;SPC TXSC     -13,818,557.44  3,105,540.72   sFT  0.99988319   +1 45 17.7
 AJ6431;UTM  15      - 3,287,709.753   266,057.826   MT  1.00027532   -1 11 54.3
 AJ6431
 AJ6431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6431!SPC TXSC     -   1.00000216  x   0.99988319  =   0.99988535
 AJ6431!UTM  15      -   1.00000216  x   1.00027532  =   1.00027748
 AJ6431
 AJ6431                          SUPERSEDED SURVEY CONTROL
 AJ6431
 AJ6431.No superseded survey control is available for this station.
 AJ6431
 AJ6431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6605887710(NAD 83)
 AJ6431_MARKER: DD = SURVEY DISK
 AJ6431_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ6431_SP_SET: SIDEWALK
 AJ6431_STAMPING: D 100 BM 17
 AJ6431_MARK LOGO: HCFC  
 AJ6431_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ6431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6431+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2001
 AJ6431
 AJ6431  HISTORY     - Date     Condition        Report By
 AJ6431  HISTORY     - UNK      MONUMENTED       HCFC
 AJ6431  HISTORY     - 20010420 GOOD             JGRIFF
 AJ6431  HISTORY     - 20040529 GOOD             USPSQD
 AJ6431
 AJ6431                          STATION DESCRIPTION
 AJ6431
 AJ6431'DESCRIBED BY JOHN GRIFFIN SURVEYORS 2001 (JPG)
 AJ6431'RECOVERY NOTE BY JOHN GRIFFIN, SURVEYORS 2001 (JPG)
 AJ6431'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 610
 AJ6431'AND KIRBY DRIVE WHICH IS ON THE SOUTH SIDE OF HOUSTON, DRIVE
 AJ6431'NORTH ON KIRBY DRIVE A DISTANCE OF 2.2 KM (1.4 MI) TO THE MONUMENT
 AJ6431'ON THE LEFT IN THE SIDEWALK OF BRIDGE RUNNING ACROSS BRAES BAYOU.
 AJ6431'THE STATION IS LOCATED FROM THE CENTER OF THE NORTH BOUND LANE
 AJ6431'OF KIRBY DRIVE EAST A DISTANCE OF 5.5 METERS (18.2 FT)
 AJ6431'FROM LIGHT POLE NUMBER 224394, SOUTH A DISTANCE OF 4.0 METERS
 AJ6431'(13.2 FT), AND FROM A 24 INCH PIPE RISER NORTH A DISTANCE OF
 AJ6431'6.9 METERS (22.8 FT).
 AJ6431' 
 AJ6431'THE MARK IS A HARRIS COUNTY FLOOD CONTROL DISTRICT ALUMINUM CAP
 AJ6431'STAMPED D 100 BM 17.
 AJ6431' 
 AJ6431' 
 AJ6431'
 AJ6431
 AJ6431                          STATION RECOVERY (2004)
 AJ6431
 AJ6431'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AJ6431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1037 ***********************************************************************
 CU1037  DESIGNATION -  BM 18 JM TT
 CU1037  PID         -  CU1037
 CU1037  STATE/COUNTY-  TX/SCURRY
 CU1037  USGS QUAD   -  BRAND (1954)
 CU1037
 CU1037                         *CURRENT SURVEY CONTROL
 CU1037  ___________________________________________________________________
 CU1037* NAD 83(1993)-  32 51 25.03256(N)    100 57 31.38491(W)     ADJUSTED  
 CU1037* NAVD 88     -       779.55   (+/-2cm)    2557.6    (feet)  VERTCON   
 CU1037  ___________________________________________________________________
 CU1037  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 CU1037  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CU1037
 CU1037  HORZ ORDER  -  SECOND
 CU1037  VERT ORDER  -  THIRD ? (See Below)
 CU1037
 CU1037.The horizontal coordinates were established by classical geodetic methods
 CU1037.and adjusted by the National Geodetic Survey in February 1996..
 CU1037
 CU1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1037.The vertical order pertains to the NGVD 29 superseded value.
 CU1037
 CU1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1037
 CU1037.The geoid height was determined by GEOID03.
 CU1037
 CU1037;                    North         East     Units Scale Factor Converg.
 CU1037;SPC TXNC     - 2,134,683.316   369,903.831   MT  0.99987836   -1 20 27.5
 CU1037;SPC TXNC     - 7,003,540.18  1,213,592.82   sFT  0.99987836   -1 20 27.5
 CU1037;UTM  14      - 3,637,129.110   316,715.230   MT  1.00001423   -1 03 46.7
 CU1037
 CU1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1037!SPC TXNC     -   0.99988175  x   0.99987836  =   0.99976012
 CU1037!UTM  14      -   0.99988175  x   1.00001423  =   0.99989598
 CU1037
 CU1037                          SUPERSEDED SURVEY CONTROL
 CU1037
 CU1037  NAD 83(1993)-  32 51 25.03761(N)    100 57 31.37649(W) AD(       ) 2
 CU1037  NAD 83(1986)-  32 51 25.03809(N)    100 57 31.37568(W) AD(       ) 2
 CU1037  NAD 27      -  32 51 24.66189(N)    100 57 29.93950(W) AD(       ) 2
 CU1037  NGVD 29 (07/19/86)  779.25   (m)         2556.6    (f) LEVELING    3  
 CU1037
 CU1037.Superseded values are not recommended for survey control.
 CU1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1037.See file dsdata.txt to determine how the superseded data were derived.
 CU1037
 CU1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1671537129(NAD 83)
 CU1037_MARKER: DB = BENCH MARK DISK
 CU1037_SETTING: 0 = UNSPECIFIED SETTING
 CU1037
 CU1037  HISTORY     - Date     Condition        Report By
 CU1037  HISTORY     - 1968     MONUMENTED       USGS
 CU1037
 CU1037                          STATION DESCRIPTION
 CU1037
 CU1037'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (CAA)
 CU1037'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 CU1037'2557 18 JM 1953 TT, SET IN THE TOP OF A 6-INCH CONCRETE MONUMENT
 CU1037'WHICH IS FLUSH WITH THE SURFACE.
 CU1037'
 CU1037'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN SNYDER, GO
 CU1037'NORTH ON STATE HIGHWAY 208 FOR 1.5 MILES TO U.S. HIGHWAY 84, TURN
 CU1037'LEFT AND GO NORTH ON U.S. HIGHWAY 84 FOR 6.3 MILES TO FARM ROAD
 CU1037'1142, TURN RIGHT AND GO NORTH ON FARM ROAD 1142 FOR 2.7 MILES TO
 CU1037'A CROSSROAD, TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 1.1 MILES
 CU1037'TO A CATTLEGUARD AND THE MARK ON THE LEFT.
 CU1037'
 CU1037'A TRAVERSE FROM TRIANGULATION STATION ENNIS WAS MADE TO THIS
 CU1037'MARK, DISTANCE BEING 122.52 FEET OR 37.345 METERS WEST OF THE
 CU1037'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4678 ***********************************************************************
 AW4678  DESIGNATION -  BM 2
 AW4678  PID         -  AW4678
 AW4678  STATE/COUNTY-  TX/HARRIS
 AW4678  USGS QUAD   -  BELLAIRE (1995)
 AW4678
 AW4678                         *CURRENT SURVEY CONTROL
 AW4678  ___________________________________________________________________
 AW4678* NAD 83(1986)-  29 42 51.     (N)    095 29 51.     (W)     SCALED    
 AW4678* NAVD 88     -        20.82   (+/-2cm)      68.3    (feet)  VERTCON   
 AW4678  ___________________________________________________________________
 AW4678  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW4678
 AW4678  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4678
 AW4678.The horizontal coordinates were scaled from a topographic map and have
 AW4678.an estimated accuracy of +/- 6 seconds.
 AW4678
 AW4678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4678.The vertical order pertains to the NGVD 29 superseded value.
 AW4678
 AW4678.The geoid height was determined by GEOID03.
 AW4678
 AW4678;                    North         East    Units  Estimated Accuracy
 AW4678;SPC TXSC     - 4,213,520.      938,820.      MT  (+/- 180 meters Scaled)
 AW4678
 AW4678                          SUPERSEDED SURVEY CONTROL
 AW4678
 AW4678  NGVD 29 (??/??/92)   20.819  (m)           68.30   (f) ADJ UNCH    1 2
 AW4678
 AW4678.Superseded values are not recommended for survey control.
 AW4678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4678.See file dsdata.txt to determine how the superseded data were derived.
 AW4678
 AW4678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN583897(NAD 83)
 AW4678_MARKER: DD = SURVEY DISK
 AW4678_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW4678_SP_SET: 25 FT.
 AW4678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4678
 AW4678  HISTORY     - Date     Condition        Report By
 AW4678  HISTORY     - UNK      MONUMENTED       LOCENG
 AW4678  HISTORY     - 1964     GOOD             NGS
 AW4678  HISTORY     - 1973     GOOD             NGS
 AW4678  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW4678
 AW4678                          STATION DESCRIPTION
 AW4678
 AW4678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW4678'6.15 MI NW FROM BELLAIRE.
 AW4678'ABOUT 0.25 MILE EAST ALONG CEDAR STREET FROM THE POST OFFICE AT
 AW4678'BELLAIRE, THENCE 2.1 MILES NORTH ALONG RICE AVENUE, THENCE 0.35 MILE
 AW4678'WEST ALONG WEST ALABAMA STREET, THENCE 1.65 MILES WEST ALONG
 AW4678'WESTHEIMER ROAD, THENCE 1.8 MILES SOUTH ALONG HILLCROFT STREET, AT THE
 AW4678'INTERSECTION OF HILLCROFT AND GULFTON STREETS, AT 6100 HILLCROFT
 AW4678'STREET, THE TOP OF A 1-INCH STEEL ROD THAT IS 30 FEET LONG AND THAT IS
 AW4678'SET THROUGH A 2-INCH PIPE WHICH IS EXTENDED TO A DEPTH OF 25 FEET AND
 AW4678'WHICH HAS A 2-INCH SCREW CAP ON THE TOP WHICH PROJECTS 4 INCHES, 348
 AW4678'1/2 FEET WEST OF THE WEST CURB OF HILLCROFT STREET, 53 1/2 FEET SOUTH
 AW4678'OF THE SOUTH CURB OF GULFTON STREET, 160 FEET NORTHWEST OF THE
 AW4678'NORTHWEST CORNER OF THE MCCLELLAND ENGINEERS OFFICE BUILDING, 0.7 FOOT
 AW4678'SOUTHWEST OF A WOODEN WITNESS POST, AND ABOUT 2 1/2 FEET ABOVE THE
 AW4678'LEVEL OF THE STREETS.
 AW4678
 AW4678                          STATION RECOVERY (1973)
 AW4678
 AW4678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4678'RECOVERED IN GOOD CONDITION.
 AW4678
 AW4678                          STATION RECOVERY (2004)
 AW4678
 AW4678'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0292 ***********************************************************************
 AH0292  DESIGNATION -  BM 2
 AH0292  PID         -  AH0292
 AH0292  STATE/COUNTY-  TX/NUECES
 AH0292  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0292
 AH0292                         *CURRENT SURVEY CONTROL
 AH0292  ___________________________________________________________________
 AH0292* NAD 83(1986)-  27 49 08.     (N)    097 25 02.     (W)     SCALED    
 AH0292* NAVD 88     -         3.323  (meters)      10.90   (feet)  ADJUSTED  
 AH0292  ___________________________________________________________________
 AH0292  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0292  DYNAMIC HT  -           3.318 (meters)      10.89  (feet)  COMP
 AH0292  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 AH0292
 AH0292  VERT ORDER  -  FIRST     CLASS II
 AH0292
 AH0292.The horizontal coordinates were scaled from a topographic map and have
 AH0292.an estimated accuracy of +/- 6 seconds.
 AH0292
 AH0292.The orthometric height was determined by differential leveling
 AH0292.and adjusted by the National Geodetic Survey in June 1991..
 AH0292
 AH0292.The geoid height was determined by GEOID03.
 AH0292
 AH0292.The dynamic height is computed by dividing the NAVD 88
 AH0292.geopotential number by the normal gravity value computed on the
 AH0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0292.degrees latitude (g = 980.6199 gals.).
 AH0292
 AH0292.The modeled gravity was interpolated from observed gravity values.
 AH0292
 AH0292;                    North         East    Units  Estimated Accuracy
 AH0292;SPC TX S     - 5,238,910.      406,680.      MT  (+/- 180 meters Scaled)
 AH0292
 AH0292                          SUPERSEDED SURVEY CONTROL
 AH0292
 AH0292  NGVD 29 (??/??/92)    3.51   (m)           11.5    (f) COMPUTED    1 2
 AH0292
 AH0292.Superseded values are not recommended for survey control.
 AH0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0292.See file dsdata.txt to determine how the superseded data were derived.
 AH0292
 AH0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR558781(NAD 83)
 AH0292_MARKER: DJ = TIDAL STATION DISK
 AH0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0292_SP_SET: BASE
 AH0292_STAMPING: NO 2 1958
 AH0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0292
 AH0292  HISTORY     - Date     Condition        Report By
 AH0292  HISTORY     - 1958     MONUMENTED       CGS
 AH0292  HISTORY     - 1959     GOOD             NGS
 AH0292  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0292  HISTORY     - 19910709 MARK NOT FOUND   USPSQD
 AH0292
 AH0292                          STATION DESCRIPTION
 AH0292
 AH0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0292'1.6 MI W FROM CORPUS CHRISTI.
 AH0292'ABOUT 1.6 MILES WEST ALONG NAVIGATION BOULEVARD FROM THE FIRST SET OF
 AH0292'PIERS NORTH OF THE CORPUS CHRISTI SHIP CHANNEL OF THE HIGH BRIDGE, AT
 AH0292'THE HALLIBURTON PORTLAND CEMENT COMPANY PLANT, 102 FEET EAST OF BENCH
 AH0292'MARK CHISELED +, IN THE TOP OF THE EAST EDGE OF THE CONCRETE BASE OF
 AH0292'SILO NO. 5, 0.6 FOOT EAST OF THE EAST SIDE OF THE SILO, 20.6 FEET WEST
 AH0292'OF THE WEST RAIL OF A SPUR RAILROAD TRACK, 0.8 FEET WEST OF THE EAST
 AH0292'EDGE OF THE CONCRETE BASE OF THE SILO, AND ABOUT 1 FOOT ABOVE THE
 AH0292'LEVEL OF THE SPUR TRACK.
 AH0292
 AH0292                          STATION RECOVERY (1989)
 AH0292
 AH0292'RECOVERY NOTE BY US POWER SQUADRON 1989 (BK)
 AH0292'MARK NOT FOUND.
 AH0292
 AH0292                          STATION RECOVERY (1991)
 AH0292
 AH0292'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2308 ***********************************************************************
 AH2308  DESIGNATION -  BM 2 ARD ET
 AH2308  PID         -  AH2308
 AH2308  STATE/COUNTY-  TX/OLDHAM
 AH2308  USGS QUAD   -  MOSER RANCH (1981)
 AH2308
 AH2308                         *CURRENT SURVEY CONTROL
 AH2308  ___________________________________________________________________
 AH2308* NAD 83(1993)-  35 14 23.93804(N)    102 57 33.50772(W)     ADJUSTED  
 AH2308* NAVD 88     -      1204.20   (+/-2cm)    3950.8    (feet)  VERTCON   
 AH2308  ___________________________________________________________________
 AH2308  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AH2308  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AH2308
 AH2308  HORZ ORDER  -  THIRD
 AH2308  VERT ORDER  -  THIRD ? (See Below)
 AH2308
 AH2308.The horizontal coordinates were established by classical geodetic methods
 AH2308.and adjusted by the National Geodetic Survey in July 1998..
 AH2308
 AH2308.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2308.The vertical order pertains to the NGVD 29 superseded value.
 AH2308
 AH2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2308
 AH2308.The geoid height was determined by GEOID03.
 AH2308
 AH2308;                    North         East     Units Scale Factor Converg.
 AH2308;SPC TX N     - 1,138,539.644    67,188.608   MT  0.99991567   -0 50 44.6
 AH2308;SPC TX N     - 3,735,358.82    220,434.62   sFT  0.99991567   -0 50 44.6
 AH2308;UTM  13      - 3,901,565.245   685,684.464   MT  1.00002493   +1 10 40.2
 AH2308
 AH2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2308!SPC TX N     -   0.99981478  x   0.99991567  =   0.99973047
 AH2308!UTM  13      -   0.99981478  x   1.00002493  =   0.99983970
 AH2308
 AH2308                          SUPERSEDED SURVEY CONTROL
 AH2308
 AH2308  NGVD 29 (07/28/98) 1203.66   (m)         3949.0    (f) LEVELING    3  
 AH2308
 AH2308.Superseded values are not recommended for survey control.
 AH2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2308.See file dsdata.txt to determine how the superseded data were derived.
 AH2308
 AH2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV8568401565(NAD 83)
 AH2308_MARKER: DS = TRIANGULATION STATION DISK
 AH2308
 AH2308  HISTORY     - Date     Condition        Report By
 AH2308  HISTORY     - 1965     MONUMENTED       USGS
 AH2308
 AH2308                          STATION DESCRIPTION
 AH2308
 AH2308'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH2308'STATION LOCATED 6.5 MI. NE. OF GLENRIO ON THE W. POINT OF LOW BUTTE,
 AH2308'360 FT. E. OF N-S. RD., 54 FT. S. OF LONE CEDAR AND 24 FT. E. OF SW.
 AH2308'POINT OF BUTTE.
 AH2308'TO REACH FROM GLENRIO, GO E. 5.0 MI. ON U.S. HIGHWAY 66, THENCE N. 3.2
 AH2308'MI. ALONG RANCH RD. TO BUTTE ON RIGHT AND STATION.
 AH2308'STATION MARK--STANDARD USGS ALUMINUM TABLET SET IN TOP OF ROUND
 AH2308'CONCRETE POST PROJECTING 0.4 FT., STAMPED---2 ARD 1965 ET---.
 AH2308'--LETTERS --ET-- WERE ADDED IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0169 ***********************************************************************
 AH0169  DESIGNATION -  BM 2 B
 AH0169  PID         -  AH0169
 AH0169  STATE/COUNTY-  TX/NUECES
 AH0169  USGS QUAD   -  LAURELES RANCH (1975)
 AH0169
 AH0169                         *CURRENT SURVEY CONTROL
 AH0169  ___________________________________________________________________
 AH0169* NAD 83(1986)-  27 36 54.     (N)    097 34 03.     (W)     SCALED    
 AH0169* NAVD 88     -        12.685  (meters)      41.62   (feet)  ADJUSTED  
 AH0169  ___________________________________________________________________
 AH0169  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH0169  DYNAMIC HT  -          12.666 (meters)      41.55  (feet)  COMP
 AH0169  MODELED GRAV-     979,115.4   (mgal)                       NAVD 88
 AH0169
 AH0169  VERT ORDER  -  SECOND    CLASS 0
 AH0169
 AH0169.The horizontal coordinates were scaled from a topographic map and have
 AH0169.an estimated accuracy of +/- 6 seconds.
 AH0169
 AH0169.The orthometric height was determined by differential leveling
 AH0169.and adjusted by the National Geodetic Survey in June 1991..
 AH0169
 AH0169.The geoid height was determined by GEOID03.
 AH0169
 AH0169.The dynamic height is computed by dividing the NAVD 88
 AH0169.geopotential number by the normal gravity value computed on the
 AH0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0169.degrees latitude (g = 980.6199 gals.).
 AH0169
 AH0169.The modeled gravity was interpolated from observed gravity values.
 AH0169
 AH0169;                    North         East    Units  Estimated Accuracy
 AH0169;SPC TX S     - 5,216,200.      392,040.      MT  (+/- 180 meters Scaled)
 AH0169
 AH0169                          SUPERSEDED SURVEY CONTROL
 AH0169
 AH0169  NGVD 29 (??/??/92)   12.839  (m)           42.12   (f) ADJ UNCH    2 0
 AH0169
 AH0169.Superseded values are not recommended for survey control.
 AH0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0169.See file dsdata.txt to determine how the superseded data were derived.
 AH0169
 AH0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR413553(NAD 83)
 AH0169_MARKER: Z = SEE DESCRIPTION
 AH0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0169+STABILITY: SURFACE MOTION
 AH0169
 AH0169  HISTORY     - Date     Condition        Report By
 AH0169  HISTORY     - UNK      MONUMENTED       DOD
 AH0169  HISTORY     - 1949     GOOD             NGS
 AH0169
 AH0169                          STATION DESCRIPTION
 AH0169
 AH0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0169'9.0 MI N FROM CHAPMAN RANCH.
 AH0169'5.0 MILES WEST ALONG A PAVED ROAD LEADING TO BISHOP FROM CHAPMAN RANCH
 AH0169'HEADQUARTERS, NUECES COUNTY, 2.0 MILES NORTH ALONG A PAVED ROAD TO THE
 AH0169'NORTHWEST CORNER OF OUTLYING FIELD 2-A (ABANDONED), AND 2.0 MILES WEST
 AH0169'ALONG A PAVED ROAD.  AT OUTLYING FIELD 2-B (ABANDONED), AND AT THE
 AH0169'WEST END OF THE ENTRANCE GATE.  AN IRON PLUG, SET IN THE TOP OF A
 AH0169'6-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2310 ***********************************************************************
 AH2310  DESIGNATION -  BM 20 DD
 AH2310  PID         -  AH2310
 AH2310  STATE/COUNTY-  TX/DEAF SMITH
 AH2310  USGS QUAD   -  ALLISON RANCH (1965)
 AH2310
 AH2310                         *CURRENT SURVEY CONTROL
 AH2310  ___________________________________________________________________
 AH2310* NAD 83(1993)-  35 00 41.62411(N)    102 15 25.79181(W)     ADJUSTED  
 AH2310* NAVD 88     -      1173.32   (+/-2cm)    3849.5    (feet)  VERTCON   
 AH2310  ___________________________________________________________________
 AH2310  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 AH2310  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH2310
 AH2310  HORZ ORDER  -  THIRD
 AH2310  VERT ORDER  -  THIRD ? (See Below)
 AH2310
 AH2310.The horizontal coordinates were established by classical geodetic methods
 AH2310.and adjusted by the National Geodetic Survey in July 1998..
 AH2310
 AH2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2310.The vertical order pertains to the NGVD 29 superseded value.
 AH2310
 AH2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2310
 AH2310.The geoid height was determined by GEOID03.
 AH2310
 AH2310;                    North         East     Units Scale Factor Converg.
 AH2310;SPC TX N     - 1,112,484.345   130,894.681   MT  0.99993587   -0 26 19.7
 AH2310;SPC TX N     - 3,649,875.72    429,443.63   sFT  0.99993587   -0 26 19.7
 AH2310;UTM  13      - 3,877,763.991   750,286.002   MT  1.00037212   +1 34 28.2
 AH2310
 AH2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2310!SPC TX N     -   0.99981985  x   0.99993587  =   0.99975573
 AH2310!UTM  13      -   0.99981985  x   1.00037212  =   1.00019190
 AH2310
 AH2310                          SUPERSEDED SURVEY CONTROL
 AH2310
 AH2310  NGVD 29 (07/28/98) 1172.80   (m)         3847.8    (f) LEVELING    3  
 AH2310
 AH2310.Superseded values are not recommended for survey control.
 AH2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2310.See file dsdata.txt to determine how the superseded data were derived.
 AH2310
 AH2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU5028677764(NAD 83)
 AH2310_MARKER: DS = TRIANGULATION STATION DISK
 AH2310
 AH2310  HISTORY     - Date     Condition        Report By
 AH2310  HISTORY     - 1960     MONUMENTED       USGS
 AH2310
 AH2310                          STATION DESCRIPTION
 AH2310
 AH2310'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH2310'LOCATED ABOUT 8.0 MI. (AIRLINE) NW. OF DAWN, TEXAS, 9.0 MI. (AIRLINE)
 AH2310'N. OF U.S. HIGHWAY 60, 3.0 MI. (AIRLINE) W. OF FARM ROAD 809, 25 FT.
 AH2310'W. OF RD. AND 5.0 FT. E. OF FENCE.
 AH2310'TO REACH FROM JUNCTION OF U.S. HIGHWAY 60 AND FARM ROAD 809, W. OF
 AH2310'DAWN, TEXAS, GO W. ON HIGHWAY 60 3.5 MI. TO GRADED RD. N., TURN RIGHT
 AH2310'(N.) ON GRADED RD. 9.1 MI. TO STATION SITE.
 AH2310'STATION MARK--STANDARD TABLET SET IN CONCRETE POST 0.2 FT. ABOVE
 AH2310'GROUND, STAMPED---20 DD 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0755 ***********************************************************************
 AO0755  DESIGNATION -  BM 20 JRF
 AO0755  PID         -  AO0755
 AO0755  STATE/COUNTY-  TX/ZAVALA
 AO0755  USGS QUAD   -  BATESVILLE NW (1972)
 AO0755
 AO0755                         *CURRENT SURVEY CONTROL
 AO0755  ___________________________________________________________________
 AO0755* NAD 83(1993)-  28 56 14.95365(N)    099 43 50.25756(W)     ADJUSTED  
 AO0755* NAVD 88     -       239.99   (+/-2cm)     787.4    (feet)  VERTCON   
 AO0755  ___________________________________________________________________
 AO0755  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AO0755  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AO0755
 AO0755  HORZ ORDER  -  SECOND
 AO0755  VERT ORDER  -  THIRD ? (See Below)
 AO0755
 AO0755.The horizontal coordinates were established by classical geodetic methods
 AO0755.and adjusted by the National Geodetic Survey in February 1996..
 AO0755
 AO0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0755.The vertical order pertains to the NGVD 29 superseded value.
 AO0755
 AO0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0755
 AO0755.The geoid height was determined by GEOID03.
 AO0755
 AO0755;                    North         East     Units Scale Factor Converg.
 AO0755;SPC TXSC     - 4,122,592.910   528,774.204   MT  0.99988713   -0 21 28.6
 AO0755;SPC TXSC     -13,525,540.24  1,734,820.03   sFT  0.99988713   -0 21 28.6
 AO0755;UTM  14      - 3,201,279.440   428,793.161   MT  0.99966257   -0 21 12.7
 AO0755
 AO0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0755!SPC TXSC     -   0.99996596  x   0.99988713  =   0.99985309
 AO0755!UTM  14      -   0.99996596  x   0.99966257  =   0.99962854
 AO0755
 AO0755                          SUPERSEDED SURVEY CONTROL
 AO0755
 AO0755  NAD 83(1986)-  28 56 14.95157(N)    099 43 50.23671(W) AD(       ) 2
 AO0755  NAD 27      -  28 56 14.05757(N)    099 43 49.03697(W) AD(       ) 2
 AO0755  NGVD 29 (07/19/86)  239.87   (m)          787.0    (f) LEVELING    3  
 AO0755
 AO0755.Superseded values are not recommended for survey control.
 AO0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0755.See file dsdata.txt to determine how the superseded data were derived.
 AO0755
 AO0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2879301279(NAD 83)
 AO0755_MARKER: DB = BENCH MARK DISK
 AO0755_SETTING: 0 = UNSPECIFIED SETTING
 AO0755
 AO0755  HISTORY     - Date     Condition        Report By
 AO0755  HISTORY     - 1972     MONUMENTED       USGS
 AO0755  HISTORY     - 19970412 GOOD             USPSQD
 AO0755  HISTORY     - 20010507 GOOD             USPSQD
 AO0755
 AO0755                          STATION DESCRIPTION
 AO0755
 AO0755'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (ILC)
 AO0755'THE STATION IS ABOUT 7 MILES WEST AND 1-1/2 MILES SOUTH OF
 AO0755'BATESVILLE, 7 MILES EAST AND 1/2 MILE SOUTH OF LA PRYOR, 4 MILES EAST
 AO0755'OF A POINT WHERE U.S. HIGHWAY 57 PASSES OVER THE NUECES RIVER AND
 AO0755'ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 57.
 AO0755'
 AO0755'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 57 AND FARM
 AO0755'ROAD 117 IN BATESVILLE, GO WEST-SOUTHWEST ON U.S. HIGHWAY 57 FOR 6.8
 AO0755'MILES TO A LARGE NORTH-SOUTH POWER LINE CROSSING THE HIGHWAY AT THE
 AO0755'CREST OF A HILL, CONTINUE WEST-SOUTHWEST ON THE HIGHWAY FOR 0.1
 AO0755'MILE TO THE STATION.
 AO0755'
 AO0755'BENCH MARK (USGS) 20 JRF IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 AO0755'STAMPED 20 JRF 1972, ATTACHED TO THE TOP OF A ROD WHICH IS SET IN A
 AO0755'PLASTIC PIPE FILLED WITH GRAVEL, THAT PROJECTS 2 INCHES.  IT IS
 AO0755'74.0 FEET NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY, 19.0 FEET
 AO0755'WEST-SOUTHWEST OF THE CENTER OF THE GATE, 1.9 FEET EAST OF A
 AO0755'WITNESS POST, 1.3 FEET SOUTH-SOUTHEAST OF FENCE.
 AO0755
 AO0755                          STATION RECOVERY (1997)
 AO0755
 AO0755'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0755'RECOVERED IN GOOD CONDITION.
 AO0755
 AO0755                          STATION RECOVERY (2001)
 AO0755
 AO0755'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0492 ***********************************************************************
 AX0492  DESIGNATION -  BM 21 B
 AX0492  PID         -  AX0492
 AX0492  STATE/COUNTY-  TX/WHARTON
 AX0492  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0492
 AX0492                         *CURRENT SURVEY CONTROL
 AX0492  ___________________________________________________________________
 AX0492* NAD 83(1986)-  29 09 07.     (N)    096 23 50.     (W)     SCALED    
 AX0492* NAVD 88     -        28.29   (+/-2cm)      92.8    (feet)  VERTCON   
 AX0492  ___________________________________________________________________
 AX0492  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0492
 AX0492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0492
 AX0492.The horizontal coordinates were scaled from a topographic map and have
 AX0492.an estimated accuracy of +/- 6 seconds.
 AX0492
 AX0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0492.The vertical order pertains to the NGVD 29 superseded value.
 AX0492
 AX0492.The geoid height was determined by GEOID03.
 AX0492
 AX0492;                    North         East    Units  Estimated Accuracy
 AX0492;SPC TXSC     - 4,148,960.      853,190.      MT  (+/- 180 meters Scaled)
 AX0492
 AX0492                          SUPERSEDED SURVEY CONTROL
 AX0492
 AX0492  NGVD 29 (??/??/92)   28.299  (m)           92.84   (f) ADJ UNCH    2 0
 AX0492
 AX0492.Superseded values are not recommended for survey control.
 AX0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0492.See file dsdata.txt to determine how the superseded data were derived.
 AX0492
 AX0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT531276(NAD 83)
 AX0492_MARKER: DB = BENCH MARK DISK
 AX0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0492_SP_SET: CULVERT
 AX0492_STAMPING: BM 21 B
 AX0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0492
 AX0492  HISTORY     - Date     Condition        Report By
 AX0492  HISTORY     - UNK      MONUMENTED
 AX0492  HISTORY     - 1943     GOOD             NGS
 AX0492
 AX0492                          STATION DESCRIPTION
 AX0492
 AX0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0492'3.4 MI N FROM LOUISE.
 AX0492'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE STATION AT
 AX0492'LOUISE, THENCE 2.9 MILES NORTH ALONG THE COUNTY ROAD, SET AT A T ROAD,
 AX0492'SET IN THE SOUTH CORNER OF THE EAST WALL OF LARGE CONCRETE CULVERT, 19
 AX0492'FEET NORTH OF THE CENTER-LINE OF THE ROAD LEADING EAST, 16 FEET EAST
 AX0492'OF THE CENTER-LINE OF THE MAIN ROAD, 1 FOOT ABOVE THE ROAD, A STATE OF
 AX0492'TEXAS DEPARTMENT OF RECLAMATION BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9909 ***********************************************************************
 AF9909  DESIGNATION -  BM 21 H
 AF9909  PID         -  AF9909
 AF9909  STATE/COUNTY-  TX/HUDSPETH
 AF9909  USGS QUAD   -  TEPEE BUTTE SW (1978)
 AF9909
 AF9909                         *CURRENT SURVEY CONTROL
 AF9909  ___________________________________________________________________
 AF9909* NAD 83(1993)-  31 34 03.99036(N)    105 42 59.07800(W)     ADJUSTED  
 AF9909* NAVD 88     -      1568.30   (+/-2cm)    5145.3    (feet)  VERTCON   
 AF9909  ___________________________________________________________________
 AF9909  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 AF9909  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AF9909
 AF9909  HORZ ORDER  -  THIRD
 AF9909  VERT ORDER  -  THIRD ? (See Below)
 AF9909
 AF9909.The horizontal coordinates were established by classical geodetic methods
 AF9909.and adjusted by the National Geodetic Survey in July 1998..
 AF9909
 AF9909.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9909.The vertical order pertains to the NGVD 29 superseded value.
 AF9909
 AF9909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9909
 AF9909.The geoid height was determined by GEOID03.
 AF9909
 AF9909;                    North         East     Units Scale Factor Converg.
 AF9909;SPC TX C     - 3,223,113.367   189,199.374   MT  0.99993046   -2 46 21.4
 AF9909;SPC TX C     -10,574,497.77    620,731.61   sFT  0.99993046   -2 46 21.4
 AF9909;UTM  13      - 3,492,750.969   432,014.875   MT  0.99965700   -0 22 30.2
 AF9909
 AF9909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9909!SPC TX C     -   0.99975742  x   0.99993046  =   0.99968790
 AF9909!UTM  13      -   0.99975742  x   0.99965700  =   0.99941451
 AF9909
 AF9909                          SUPERSEDED SURVEY CONTROL
 AF9909
 AF9909  NGVD 29 (07/29/98) 1567.60   (m)         5143.0    (f) LEVELING    3  
 AF9909
 AF9909.Superseded values are not recommended for survey control.
 AF9909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9909.See file dsdata.txt to determine how the superseded data were derived.
 AF9909
 AF9909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ3201592751(NAD 83)
 AF9909_MARKER: DS = TRIANGULATION STATION DISK
 AF9909
 AF9909  HISTORY     - Date     Condition        Report By
 AF9909  HISTORY     - 1964     MONUMENTED       USGS
 AF9909
 AF9909                          STATION DESCRIPTION
 AF9909
 AF9909'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AF9909'LEE MOORE RANCH, 3.1 MI. N. OF, ABOUT 1.6 MIX SE. OF USGS BM --20 H
 AF9909'1940--, 0.6 MI. SE. OF IRON WATER TANK, ON SMALL SAND HILL.
 AF9909'STATION MARK--STANDARD USGS BM TABLET STAMPED---21 H 1940 5143---, SET
 AF9909'IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0499 ***********************************************************************
 AX0499  DESIGNATION -  BM 22 B
 AX0499  PID         -  AX0499
 AX0499  STATE/COUNTY-  TX/WHARTON
 AX0499  USGS QUAD   -  EL CAMPO (1981)
 AX0499
 AX0499                         *CURRENT SURVEY CONTROL
 AX0499  ___________________________________________________________________
 AX0499* NAD 83(1986)-  29 14 04.     (N)    096 21 52.     (W)     SCALED    
 AX0499* NAVD 88     -        34.97   (+/-2cm)     114.7    (feet)  VERTCON   
 AX0499  ___________________________________________________________________
 AX0499  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0499
 AX0499  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0499
 AX0499.The horizontal coordinates were scaled from a topographic map and have
 AX0499.an estimated accuracy of +/- 6 seconds.
 AX0499
 AX0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0499.The vertical order pertains to the NGVD 29 superseded value.
 AX0499
 AX0499.The geoid height was determined by GEOID03.
 AX0499
 AX0499;                    North         East    Units  Estimated Accuracy
 AX0499;SPC TXSC     - 4,158,170.      856,170.      MT  (+/- 180 meters Scaled)
 AX0499
 AX0499                          SUPERSEDED SURVEY CONTROL
 AX0499
 AX0499  NGVD 29 (??/??/92)   34.969  (m)          114.73   (f) ADJ UNCH    2 0
 AX0499
 AX0499.Superseded values are not recommended for survey control.
 AX0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0499.See file dsdata.txt to determine how the superseded data were derived.
 AX0499
 AX0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT561368(NAD 83)
 AX0499_MARKER: DD = SURVEY DISK
 AX0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0499_SP_SET: BRIDGE
 AX0499_STAMPING: B. M. 22 B 1938
 AX0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0499
 AX0499  HISTORY     - Date     Condition        Report By
 AX0499  HISTORY     - 1938     MONUMENTED
 AX0499  HISTORY     - 1943     GOOD             NGS
 AX0499  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0499
 AX0499                          STATION DESCRIPTION
 AX0499
 AX0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0499'7.1 MI NW FROM EL CAMPO.
 AX0499'3.4 MILES NORTHWEST ALONG STATE HIGHWAY NO. 71 FROM THE POST OFFFICE
 AX0499'AT EL CAMPO, THENCE 3.7 MILES WEST ALONG THE COUNTY ROAD, SET IN THE
 AX0499'NORTHWEST QUARTER OF THE PUBLIC ROAD CROSSING, IN THE WEST CORNER OF
 AX0499'THE NORTH WALL OF THE CONCRETE BRIDGE, 43 FEET WEST OF THE CENTER-LINE
 AX0499'OF THE NORTH-SOUTH ROAD, 12 FEET NORTH OF CENTER-LINE OF THE MAIN
 AX0499'ROAD, 1.5 FEET ABOVE THE ROAD.  A STATE OF TEXAS  DEPARTMENT OF
 AX0499'RECLAMATION BENCH MARK DISK.
 AX0499
 AX0499                          STATION RECOVERY (1965)
 AX0499
 AX0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9910 ***********************************************************************
 AF9910  DESIGNATION -  BM 24 H
 AF9910  PID         -  AF9910
 AF9910  STATE/COUNTY-  TX/HUDSPETH
 AF9910  USGS QUAD   -  TEPEE BUTTE SW (1978)
 AF9910
 AF9910                         *CURRENT SURVEY CONTROL
 AF9910  ___________________________________________________________________
 AF9910* NAD 83(1993)-  31 30 36.60720(N)    105 42 59.73974(W)     ADJUSTED  
 AF9910* NAVD 88     -      1538.23   (+/-2cm)    5046.7    (feet)  VERTCON   
 AF9910  ___________________________________________________________________
 AF9910  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 AF9910  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 AF9910
 AF9910  HORZ ORDER  -  THIRD
 AF9910  VERT ORDER  -  THIRD ? (See Below)
 AF9910
 AF9910.The horizontal coordinates were established by classical geodetic methods
 AF9910.and adjusted by the National Geodetic Survey in July 1998..
 AF9910
 AF9910.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9910.The vertical order pertains to the NGVD 29 superseded value.
 AF9910
 AF9910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9910
 AF9910.The geoid height was determined by GEOID03.
 AF9910
 AF9910;                    North         East     Units Scale Factor Converg.
 AF9910;SPC TX C     - 3,216,734.833   188,872.989   MT  0.99992104   -2 46 21.7
 AF9910;SPC TX C     -10,553,570.86    619,660.80   sFT  0.99992104   -2 46 21.7
 AF9910;UTM  13      - 3,486,366.080   431,955.657   MT  0.99965710   -0 22 28.4
 AF9910
 AF9910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9910!SPC TX C     -   0.99976217  x   0.99992104  =   0.99968323
 AF9910!UTM  13      -   0.99976217  x   0.99965710  =   0.99941935
 AF9910
 AF9910                          SUPERSEDED SURVEY CONTROL
 AF9910
 AF9910  NGVD 29 (07/29/98) 1537.54   (m)         5044.4    (f) LEVELING    3  
 AF9910
 AF9910.Superseded values are not recommended for survey control.
 AF9910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9910.See file dsdata.txt to determine how the superseded data were derived.
 AF9910
 AF9910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ3195686366(NAD 83)
 AF9910_MARKER: DB = BENCH MARK DISK
 AF9910
 AF9910  HISTORY     - Date     Condition        Report By
 AF9910  HISTORY     - 1940     MONUMENTED       USGS
 AF9910
 AF9910                          STATION DESCRIPTION
 AF9910
 AF9910'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 AF9910'LEE MOORE RANCH, 1.0 MI. S. AND 1.0 MI. E. OF, 4.1 MI. S. AND 0.7 MI.
 AF9910'W. FROM IRON TANK, 1.5 MI. SE. ALONG RD. AND 0.7 MI. W. FROM CORNER OF
 AF9910'FENCE S. AND E., 0.7 MI. SW. OF USGS BM --23 H 1940---.
 AF9910'STATION MARK--STANDARD USGS BM TABLET STAMPED---24 H 1940 5044---. SET
 AF9910'IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0860 ***********************************************************************
 CB0860  DESIGNATION -  BM 25 DD
 CB0860  PID         -  CB0860
 CB0860  STATE/COUNTY-  TX/TOM GREEN
 CB0860  USGS QUAD   -  VANCOURT (1984)
 CB0860
 CB0860                         *CURRENT SURVEY CONTROL
 CB0860  ___________________________________________________________________
 CB0860* NAD 83(1993)-  31 15 08.51315(N)    100 14 40.57700(W)     ADJUSTED  
 CB0860* NAVD 88     -       641.3    (meters)    2104.     (feet)  VERTCON   
 CB0860  ___________________________________________________________________
 CB0860  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CB0860  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CB0860
 CB0860  HORZ ORDER  -  THIRD
 CB0860  VERT ORDER  -  THIRD ? (See Below)
 CB0860
 CB0860.The horizontal coordinates were established by classical geodetic methods
 CB0860.and adjusted by the National Geodetic Survey in February 1996..
 CB0860
 CB0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0860.The vertical order pertains to the NGVD 29 superseded value.
 CB0860
 CB0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0860
 CB0860.The geoid height was determined by GEOID03.
 CB0860
 CB0860;                    North         East     Units Scale Factor Converg.
 CB0860;SPC TX C     - 3,175,786.840   708,450.643   MT  0.99989130   +0 02 44.5
 CB0860;SPC TX C     -10,419,227.32  2,324,308.48   sFT  0.99989130   +0 02 44.5
 CB0860;UTM  14      - 3,458,238.680   381,492.213   MT  0.99977323   -0 38 44.8
 CB0860
 CB0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0860!SPC TX C     -   0.99990302  x   0.99989130  =   0.99979434
 CB0860!UTM  14      -   0.99990302  x   0.99977323  =   0.99967628
 CB0860
 CB0860:                Primary Azimuth Mark                     Grid Az
 CB0860:SPC TX C     -  KIETH                                    167 45 58.5
 CB0860:UTM  14      -  KIETH                                    168 27 27.8
 CB0860
 CB0860|---------------------------------------------------------------------|
 CB0860| PID    Reference Object                     Distance      Geod. Az  |
 CB0860|                                                           dddmmss.s |
 CB0860| CB0869 KIETH                               APPROX. 6.3 KM 1674843.0 |
 CB0860| CB0870 LIPAN                               APPROX. 7.8 KM 2562929.1 |
 CB0860|---------------------------------------------------------------------|
 CB0860
 CB0860                          SUPERSEDED SURVEY CONTROL
 CB0860
 CB0860  NAD 83(1986)-  31 15 08.52000(N)    100 14 40.56251(W) AD(       ) 3
 CB0860  NAD 27      -  31 15 07.92327(N)    100 14 39.26376(W) AD(       ) 3
 CB0860  NGVD 29 (07/19/86)  641.1    (m)         2103.     (f) LEVELING    3  
 CB0860
 CB0860.Superseded values are not recommended for survey control.
 CB0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0860.See file dsdata.txt to determine how the superseded data were derived.
 CB0860
 CB0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV8149258239(NAD 83)
 CB0860_MARKER: DD = SURVEY DISK
 CB0860_SETTING: 0 = UNSPECIFIED SETTING
 CB0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0860
 CB0860  HISTORY     - Date     Condition        Report By
 CB0860  HISTORY     - 1956     MONUMENTED       USGS
 CB0860
 CB0860                          STATION DESCRIPTION
 CB0860
 CB0860'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0860'STATION IS LOCATED ABOUT 18.5 MI. SE. OF SAN ANGELO AND ABOUT 7.5 MI.
 CB0860'SW. OF VANCOURT, 1.5 FT. W. OF RIGHT-OF-WAY FENCE ON E. SIDE OF RD.
 CB0860'
 CB0860'TO REACH STATION FROM SAN ANGELO POST OFFICE, GO W. FOR ONE BLOCK TO
 CB0860'U.S. HIGHWAY 87, TURN LEFT AND FOLLOW U.S. HIGHWAY 87 FOR 7.7 MI. TO
 CB0860'JUNCTION WITH FARM ROAD 1223, CONTINUE STRAIGHT AHEAD ON FARM ROAD
 CB0860'1223 FOR 11.2 MI. TO GATE ON RIGHT LEADING TO R. S. WARING RANCH AND
 CB0860'STATION SITE.
 CB0860'
 CB0860'STATION MARK--A STANDARD USGS TABLET STAMPED ---25 DD 1956---, SET
 CB0860'IN CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
 CB0860'
 CB0860'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9911 ***********************************************************************
 AF9911  DESIGNATION -  BM 25 H
 AF9911  PID         -  AF9911
 AF9911  STATE/COUNTY-  TX/HUDSPETH
 AF9911  USGS QUAD   -  TEPEE BUTTE SW (1978)
 AF9911
 AF9911                         *CURRENT SURVEY CONTROL
 AF9911  ___________________________________________________________________
 AF9911* NAD 83(1993)-  31 30 38.96527(N)    105 41 33.64231(W)     ADJUSTED  
 AF9911* NAVD 88     -      1545.15   (+/-2cm)    5069.4    (feet)  VERTCON   
 AF9911  ___________________________________________________________________
 AF9911  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 AF9911  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AF9911
 AF9911  HORZ ORDER  -  THIRD
 AF9911  VERT ORDER  -  THIRD ? (See Below)
 AF9911
 AF9911.The horizontal coordinates were established by classical geodetic methods
 AF9911.and adjusted by the National Geodetic Survey in July 1998..
 AF9911
 AF9911.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9911.The vertical order pertains to the NGVD 29 superseded value.
 AF9911
 AF9911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9911
 AF9911.The geoid height was determined by GEOID03.
 AF9911
 AF9911;                    North         East     Units Scale Factor Converg.
 AF9911;SPC TX C     - 3,216,697.726   191,145.485   MT  0.99992114   -2 45 37.4
 AF9911;SPC TX C     -10,553,449.12    627,116.48   sFT  0.99992114   -2 45 37.4
 AF9911;UTM  13      - 3,486,424.083   434,227.111   MT  0.99965336   -0 21 43.4
 AF9911
 AF9911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9911!SPC TX C     -   0.99976107  x   0.99992114  =   0.99968223
 AF9911!UTM  13      -   0.99976107  x   0.99965336  =   0.99941451
 AF9911
 AF9911                          SUPERSEDED SURVEY CONTROL
 AF9911
 AF9911  NGVD 29 (07/29/98) 1544.45   (m)         5067.1    (f) LEVELING    3  
 AF9911
 AF9911.Superseded values are not recommended for survey control.
 AF9911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9911.See file dsdata.txt to determine how the superseded data were derived.
 AF9911
 AF9911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ3422786424(NAD 83)
 AF9911_MARKER: DB = BENCH MARK DISK
 AF9911
 AF9911  HISTORY     - Date     Condition        Report By
 AF9911  HISTORY     - 1940     MONUMENTED       USGS
 AF9911
 AF9911                          STATION DESCRIPTION
 AF9911
 AF9911'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 AF9911'LEE MOORE RANCH, 0.8 MI. S. AND 2.1 MI. E. OF, ABOUT 4.1 MI. S. AND
 AF9911'0.6 MI. E. FROM IRON TANK, 1.5 MI. SE. ALONG RD. AND 0.6 MI. E. FROM
 AF9911'CORNER OF FENCES S. AND E., 0.6 MI. E. OF RD., 1.4 MI. E. OF --24 H
 AF9911'1940--.
 AF9911'STATION MARK--STANDARD USGS BM TABLET STAMPED---25 H 1940 5067---, SET
 AF9911'IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0290 ***********************************************************************
 AH0290  DESIGNATION -  BM 3
 AH0290  PID         -  AH0290
 AH0290  STATE/COUNTY-  TX/NUECES
 AH0290  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0290
 AH0290                         *CURRENT SURVEY CONTROL
 AH0290  ___________________________________________________________________
 AH0290* NAD 83(1986)-  27 49 04.     (N)    097 25 06.     (W)     SCALED    
 AH0290* NAVD 88     -         3.281  (meters)      10.76   (feet)  ADJUSTED  
 AH0290  ___________________________________________________________________
 AH0290  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0290  DYNAMIC HT  -           3.276 (meters)      10.75  (feet)  COMP
 AH0290  MODELED GRAV-     979,128.9   (mgal)                       NAVD 88
 AH0290
 AH0290  VERT ORDER  -  FIRST     CLASS II
 AH0290
 AH0290.The horizontal coordinates were scaled from a topographic map and have
 AH0290.an estimated accuracy of +/- 6 seconds.
 AH0290
 AH0290.The orthometric height was determined by differential leveling
 AH0290.and adjusted by the National Geodetic Survey in June 1991..
 AH0290
 AH0290.The geoid height was determined by GEOID03.
 AH0290
 AH0290.The dynamic height is computed by dividing the NAVD 88
 AH0290.geopotential number by the normal gravity value computed on the
 AH0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0290.degrees latitude (g = 980.6199 gals.).
 AH0290
 AH0290.The modeled gravity was interpolated from observed gravity values.
 AH0290
 AH0290;                    North         East    Units  Estimated Accuracy
 AH0290;SPC TX S     - 5,238,790.      406,570.      MT  (+/- 180 meters Scaled)
 AH0290
 AH0290                          SUPERSEDED SURVEY CONTROL
 AH0290
 AH0290  NGVD 29 (??/??/92)    3.47   (m)           11.4    (f) COMPUTED    1 2
 AH0290
 AH0290.Superseded values are not recommended for survey control.
 AH0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0290.See file dsdata.txt to determine how the superseded data were derived.
 AH0290
 AH0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR557780(NAD 83)
 AH0290_MARKER: DJ = TIDAL STATION DISK
 AH0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0290_SP_SET: BASE
 AH0290_STAMPING: NO 3 1958
 AH0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0290
 AH0290  HISTORY     - Date     Condition        Report By
 AH0290  HISTORY     - 1958     MONUMENTED       CGS
 AH0290  HISTORY     - 1959     GOOD             NGS
 AH0290  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0290  HISTORY     - 19910709 MARK NOT FOUND   USPSQD
 AH0290
 AH0290                          STATION DESCRIPTION
 AH0290
 AH0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0290'1.6 MI W FROM CORPUS CHRISTI.
 AH0290'ABOUT 1.6 MILES WEST ALONG NAVIGATION BOULEVARD FROM THE FIRST SET OF
 AH0290'PIERS NORTH OF THE CORPUS CHRISTI SHIP CHANNEL OF THE HIGH BRIDGE, AT
 AH0290'THE HALLIBURTON PORTLAND CEMENT COMPANY PLANT, 226 FEET NORTH OF THE
 AH0290'CENTER LINE OF NAVIGATION BOULEVARD, IN THE TOP OF THE SOUTHWEST
 AH0290'CORNER OF THE CONCRETE BASE OF SILO NO. 13, 182 FEET NORTH OF THE
 AH0290'CENTER LINE OF GATE NO. 2, 10 1/2 FEET EAST OF THE EAST RAIL OF A SPUR
 AH0290'RAILROAD TRACK, 1.0 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE
 AH0290'CONCRETE BASE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE SPUR TRACK.
 AH0290
 AH0290                          STATION RECOVERY (1989)
 AH0290
 AH0290'RECOVERY NOTE BY US POWER SQUADRON 1989 (BK)
 AH0290'MARK NOT FOUND.
 AH0290
 AH0290                          STATION RECOVERY (1991)
 AH0290
 AH0290'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0456 ***********************************************************************
 AV0456  TIDAL BM    -  This is a Tidal Bench Mark.
 AV0456  DESIGNATION -  BM 33=BM 3
 AV0456  PID         -  AV0456
 AV0456  STATE/COUNTY-  TX/JEFFERSON
 AV0456  USGS QUAD   -  TEXAS POINT (1993)
 AV0456
 AV0456                         *CURRENT SURVEY CONTROL
 AV0456  ___________________________________________________________________
 AV0456* NAD 83(1986)-  29 42 22.     (N)    093 51 21.     (W)     SCALED    
 AV0456* NAVD 88     -         0.92   (+/-2cm)       3.0    (feet)  VERTCON   
 AV0456  ___________________________________________________________________
 AV0456  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AV0456
 AV0456  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0456
 AV0456.The horizontal coordinates were scaled from a topographic map and have
 AV0456.an estimated accuracy of +/- 6 seconds.
 AV0456
 AV0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0456.The vertical order pertains to the NGVD 29 superseded value.
 AV0456
 AV0456.This Tidal Bench Mark is designated as VM 7286
 AV0456.by the Center for Operational Oceanographic Products and Services.
 AV0456
 AV0456.The geoid height was determined by GEOID03.
 AV0456
 AV0456;                    North         East    Units  Estimated Accuracy
 AV0456;SPC TXSC     - 4,218,500.    1,097,580.      MT  (+/- 180 meters Scaled)
 AV0456
 AV0456                          SUPERSEDED SURVEY CONTROL
 AV0456
 AV0456  NGVD 29 (??/??/??)    0.909  (m)            2.98   (f) ADJUSTED    1 2
 AV0456
 AV0456.Superseded values are not recommended for survey control.
 AV0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0456.See file dsdata.txt to determine how the superseded data were derived.
 AV0456
 AV0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN172865(NAD 83)
 AV0456_MARKER: DB = BENCH MARK DISK
 AV0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0456_STAMPING: 33
 AV0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0456+STABILITY: SURFACE MOTION
 AV0456
 AV0456  HISTORY     - Date     Condition        Report By
 AV0456  HISTORY     - UNK      MONUMENTED       CGS
 AV0456  HISTORY     - 1958     GOOD             CGS
 AV0456  HISTORY     - 1960     GOOD             CGS
 AV0456  HISTORY     - 1990     GOOD             USPSQD
 AV0456  HISTORY     - 20050316 MARK NOT FOUND   USPSQD
 AV0456
 AV0456                          STATION DESCRIPTION
 AV0456
 AV0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0456'3.85 MI SE FROM SABINE PASS.
 AV0456'ABOUT 0.55 MILE NORTHEAST ALONG AN OILED ROAD FROM THE DICK DOWLING
 AV0456'MONUMENT AT SABINE PASS, THENCE ABOUT 3.3 MILES SOUTHEAST ALONG AN
 AV0456'OILED ROAD, AT THE ENTRANCE TO THE OLD ABANDONED COAST GUARD STATION,
 AV0456'190 FEET NORTHEAST OF THE CENTER LINE OF THE OILED ROAD, 45 FEET
 AV0456'SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING TO THE OLD COAST
 AV0456'GUARD STATION, 1 FOOT NORTHWEST OF A METAL WITNESS POST, AND IN THE
 AV0456'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AV0456
 AV0456                          STATION RECOVERY (1960)
 AV0456
 AV0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 AV0456'RECOVERED IN GOOD CONDITION.
 AV0456
 AV0456                          STATION RECOVERY (1990)
 AV0456
 AV0456'RECOVERY NOTE BY US POWER SQUADRON 1990 (GBW)
 AV0456'RECOVERED IN GOOD CONDITION.
 AV0456
 AV0456                          STATION RECOVERY (2005)
 AV0456
 AV0456'RECOVERY NOTE BY US POWER SQUADRON 2005
 AV0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0631 ***********************************************************************
 AO0631  DESIGNATION -  BM 35 WR
 AO0631  PID         -  AO0631
 AO0631  STATE/COUNTY-  TX/MCMULLEN
 AO0631  USGS QUAD   -  CROSS NE (1969)
 AO0631
 AO0631                         *CURRENT SURVEY CONTROL
 AO0631  ___________________________________________________________________
 AO0631* NAD 83(1993)-  28 37 31.50888(N)    098 32 47.48034(W)     ADJUSTED  
 AO0631* NAVD 88     -        94.0    (meters)     308.     (feet)  VERTCON   
 AO0631  ___________________________________________________________________
 AO0631  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AO0631  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AO0631
 AO0631  HORZ ORDER  -  SECOND
 AO0631  VERT ORDER  -  THIRD ? (See Below)
 AO0631
 AO0631.The horizontal coordinates were established by classical geodetic methods
 AO0631.and adjusted by the National Geodetic Survey in February 1996..
 AO0631
 AO0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0631.The vertical order pertains to the NGVD 29 superseded value.
 AO0631
 AO0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0631
 AO0631.The geoid height was determined by GEOID03.
 AO0631
 AO0631;                    North         East     Units Scale Factor Converg.
 AO0631;SPC TXSC     - 4,087,872.307   644,341.929   MT  0.99993932   +0 13 19.8
 AO0631;SPC TXSC     -13,411,627.73  2,113,978.48   sFT  0.99993932   +0 13 19.8
 AO0631;UTM  14      - 3,166,570.461   544,327.245   MT  0.99962425   +0 13 02.1
 AO0631
 AO0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0631!SPC TXSC     -   0.99998925  x   0.99993932  =   0.99992858
 AO0631!UTM  14      -   0.99998925  x   0.99962425  =   0.99961351
 AO0631
 AO0631                          SUPERSEDED SURVEY CONTROL
 AO0631
 AO0631  NAD 83(1986)-  28 37 31.51416(N)    098 32 47.45589(W) AD(       ) 2
 AO0631  NAD 27      -  28 37 30.56598(N)    098 32 46.38915(W) AD(       ) 2
 AO0631  NGVD 29 (07/19/86)   94.0    (m)          308.     (f) LEVELING    3  
 AO0631
 AO0631.Superseded values are not recommended for survey control.
 AO0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0631.See file dsdata.txt to determine how the superseded data were derived.
 AO0631
 AO0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4432766570(NAD 83)
 AO0631_MARKER: DB = BENCH MARK DISK
 AO0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0631
 AO0631  HISTORY     - Date     Condition        Report By
 AO0631  HISTORY     - 1975     MONUMENTED       USGS
 AO0631
 AO0631                          STATION DESCRIPTION
 AO0631
 AO0631'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (JLC)
 AO0631'THE STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF CAMPBELLTON,
 AO0631'11-1/2 MILES SOUTH-SOUTHWEST OF CHRISTINE, 1-1/2 MILES NORTH
 AO0631'OF CROSS AND ON THE HIGHWAY RIGHT-OF-WAY.
 AO0631'
 AO0631'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND
 AO0631'FARM ROAD 140, ABOUT 9 MILES SOUTH OF JOURDANTON, GO SOUTH ON
 AO0631'STATE HIGHWAY 16 FOR 10 MILES TO A BRIDGE AND THE
 AO0631'MC MULLEN-ATASCOSA COUNTY LINE.  CONTINUE SOUTH ON STATE HIGHWAY
 AO0631'16 FOR 1.0 MILE TO TRIANGULATION STATION FRANKLIN 1952 1972 ON
 AO0631'THE LEFT, CONTINUE SOUTH ON STATE HIGHWAY 16 FOR 0.8 MILE TO THE
 AO0631'STATION ON THE RIGHT.
 AO0631'
 AO0631'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 AO0631'DISK STAMPED 35 WR 1964 309, SET IN THE TOP OF A 10-INCH SQUARE
 AO0631'CONCRETE MONUMENT.  IT IS 62 FEET WEST OF THE APPROXIMATE
 AO0631'CENTER OF STATE HIGHWAY 16, 13 FEET NORTH OF A POWER LINE POLE
 AO0631'AND 2 FEET WEST OF A FENCE.
 AO0631'
 AO0631'AN ELECTRONIC TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 AO0631'STATION FRANKLIN 1952 1972, DISTANCE BEING (3993.76 FEET) OR
 AO0631'1217.300 METERS SOUTH OF STATION FRANKLIN 1952 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1804 ***********************************************************************
 BK1804  DESIGNATION -  BM 39
 BK1804  PID         -  BK1804
 BK1804  STATE/COUNTY-  TX/JASPER
 BK1804  USGS QUAD   -  BUNA (1984)
 BK1804
 BK1804                         *CURRENT SURVEY CONTROL
 BK1804  ___________________________________________________________________
 BK1804* NAD 83(1986)-  30 28 19.     (N)    093 56 48.     (W)     SCALED    
 BK1804* NAVD 88     -        23.93   (+/-2cm)      78.5    (feet)  VERTCON   
 BK1804  ___________________________________________________________________
 BK1804  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1804
 BK1804  VERT ORDER  -  ? (See Below)
 BK1804
 BK1804.The horizontal coordinates were scaled from a topographic map and have
 BK1804.an estimated accuracy of +/- 6 seconds.
 BK1804
 BK1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1804.The vertical order pertains to the NGVD 29 superseded value.
 BK1804
 BK1804.The geoid height was determined by GEOID03.
 BK1804
 BK1804;                    North         East    Units  Estimated Accuracy
 BK1804;SPC TX C     - 3,106,870.    1,312,910.      MT  (+/- 180 meters Scaled)
 BK1804
 BK1804                          SUPERSEDED SURVEY CONTROL
 BK1804
 BK1804  NGVD 29 (??/??/??)   23.906  (m)           78.43   (f) ADJUSTED    ?  
 BK1804
 BK1804.Superseded values are not recommended for survey control.
 BK1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1804.See file dsdata.txt to determine how the superseded data were derived.
 BK1804
 BK1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP091714(NAD 83)
 BK1804_MARKER: X = CHISELED CROSS
 BK1804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1804_SP_SET: RAIL
 BK1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1804
 BK1804  HISTORY     - Date     Condition        Report By
 BK1804  HISTORY     - UNK      MONUMENTED       CGS
 BK1804  HISTORY     - 1932     GOOD             CGS
 BK1804  HISTORY     - 1934     GOOD             CGS
 BK1804  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1804
 BK1804                          STATION DESCRIPTION
 BK1804
 BK1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1804'1.0 MI N FROM BESSMAY.
 BK1804'1 MILE NORTH OF THE STATION AT BESSMAY ON THE G.C. AND S.F.R.R.,
 BK1804'CHISLED CROSS TOP VERTICAL MILE RAIL NO. 39.
 BK1804
 BK1804                          STATION RECOVERY (1934)
 BK1804
 BK1804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1804'RECOVERED IN GOOD CONDITION.
 BK1804
 BK1804                          STATION RECOVERY (2004)
 BK1804
 BK1804'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK1804'RAILROAD REMOVED CONCRETE MILE MARKER AND REPLACED IT WITH A STEEL
 BK1804'POST AND MILE MARKER SIGN.  MARKER NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0457 ***********************************************************************
 AV0457  TIDAL BM    -  This is a Tidal Bench Mark.
 AV0457  DESIGNATION -  BM 4
 AV0457  PID         -  AV0457
 AV0457  STATE/COUNTY-  TX/JEFFERSON
 AV0457  USGS QUAD   -  TEXAS POINT (1993)
 AV0457
 AV0457                         *CURRENT SURVEY CONTROL
 AV0457  ___________________________________________________________________
 AV0457* NAD 83(1986)-  29 42 21.     (N)    093 51 17.     (W)     SCALED    
 AV0457* NAVD 88     -         2.07   (+/-2cm)       6.8    (feet)  VERTCON   
 AV0457  ___________________________________________________________________
 AV0457  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AV0457
 AV0457  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0457
 AV0457.The horizontal coordinates were scaled from a topographic map and have
 AV0457.an estimated accuracy of +/- 6 seconds.
 AV0457
 AV0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0457.The vertical order pertains to the NGVD 29 superseded value.
 AV0457
 AV0457.This Tidal Bench Mark is designated as VM 16996
 AV0457.by the Center for Operational Oceanographic Products and Services.
 AV0457
 AV0457.The geoid height was determined by GEOID03.
 AV0457
 AV0457;                    North         East    Units  Estimated Accuracy
 AV0457;SPC TXSC     - 4,218,470.    1,097,690.      MT  (+/- 180 meters Scaled)
 AV0457
 AV0457                          SUPERSEDED SURVEY CONTROL
 AV0457
 AV0457  NGVD 29 (??/??/??)    2.058  (m)            6.75   (f) ADJUSTED    1 2
 AV0457
 AV0457.Superseded values are not recommended for survey control.
 AV0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0457.See file dsdata.txt to determine how the superseded data were derived.
 AV0457
 AV0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN173864(NAD 83)
 AV0457_MARKER: DB = BENCH MARK DISK
 AV0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0457_SP_SET: STEP
 AV0457_STAMPING: NO 4 1959
 AV0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0457
 AV0457  HISTORY     - Date     Condition        Report By
 AV0457  HISTORY     - 1959     MONUMENTED       CGS
 AV0457  HISTORY     - 1960     GOOD             CGS
 AV0457  HISTORY     - 1984     GOOD             USPSQD
 AV0457  HISTORY     - 1987     GOOD             USPSQD
 AV0457  HISTORY     - 19880921 GOOD             USPSQD
 AV0457  HISTORY     - 1990     GOOD             USPSQD
 AV0457  HISTORY     - 19940719 GOOD             USPSQD
 AV0457  HISTORY     - 20010331 GOOD             NGS
 AV0457  HISTORY     - 20010331 GOOD             NGS
 AV0457
 AV0457                          STATION DESCRIPTION
 AV0457
 AV0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AV0457'1.7 MI SE FROM SABINE.
 AV0457'ABOUT 0.1 MILE SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AV0457'SABINE, THENCE 0.25 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 1.35
 AV0457'MILES SOUTHEAST ALONG A PAVED ROAD, SET IN THE NORTHWEST CORNER OF THE
 AV0457'TOP STEP LEADING TO U.S. COAST GUARD RADIO TRANSMITTER BUILDING, 450
 AV0457'FEET WEST-NORTHWEST OF TIDE HOUSE AND 2 FEET ABOVE THE GROUND.
 AV0457
 AV0457                          STATION RECOVERY (1984)
 AV0457
 AV0457'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0457'RECOVERED IN GOOD CONDITION.
 AV0457
 AV0457                          STATION RECOVERY (1987)
 AV0457
 AV0457'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0457'RECOVERED IN GOOD CONDITION.
 AV0457
 AV0457                          STATION RECOVERY (1988)
 AV0457
 AV0457'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AV0457'RECOVERED IN GOOD CONDITION.
 AV0457
 AV0457                          STATION RECOVERY (1990)
 AV0457
 AV0457'RECOVERY NOTE BY US POWER SQUADRON 1990 (GBW)
 AV0457'RECOVERED IN GOOD CONDITION.
 AV0457
 AV0457                          STATION RECOVERY (1994)
 AV0457
 AV0457'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0457'RECOVERED IN GOOD CONDITION.
 AV0457
 AV0457                          STATION RECOVERY (2001)
 AV0457
 AV0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0457'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0457
 AV0457                          STATION RECOVERY (2001)
 AV0457
 AV0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0457'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1806 ***********************************************************************
 BK1806  DESIGNATION -  BM 40
 BK1806  PID         -  BK1806
 BK1806  STATE/COUNTY-  TX/JASPER
 BK1806  USGS QUAD   -  BUNA (1984)
 BK1806
 BK1806                         *CURRENT SURVEY CONTROL
 BK1806  ___________________________________________________________________
 BK1806* NAD 83(1986)-  30 29 08.     (N)    093 56 33.     (W)     SCALED    
 BK1806* NAVD 88     -        24.12   (+/-2cm)      79.1    (feet)  VERTCON   
 BK1806  ___________________________________________________________________
 BK1806  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1806
 BK1806  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1806
 BK1806.The horizontal coordinates were scaled from a topographic map and have
 BK1806.an estimated accuracy of +/- 6 seconds.
 BK1806
 BK1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1806.The vertical order pertains to the NGVD 29 superseded value.
 BK1806
 BK1806.The geoid height was determined by GEOID03.
 BK1806
 BK1806;                    North         East    Units  Estimated Accuracy
 BK1806;SPC TX C     - 3,108,400.    1,313,220.      MT  (+/- 180 meters Scaled)
 BK1806
 BK1806                          SUPERSEDED SURVEY CONTROL
 BK1806
 BK1806  NGVD 29 (??/??/??)   24.098  (m)           79.06   (f) ADJUSTED    1 2
 BK1806
 BK1806.Superseded values are not recommended for survey control.
 BK1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1806.See file dsdata.txt to determine how the superseded data were derived.
 BK1806
 BK1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP095729(NAD 83)
 BK1806_MARKER: X = CHISELED CROSS
 BK1806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1806_SP_SET: RAIL
 BK1806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1806
 BK1806  HISTORY     - Date     Condition        Report By
 BK1806  HISTORY     - UNK      MONUMENTED       CGS
 BK1806  HISTORY     - 1932     GOOD             CGS
 BK1806  HISTORY     - 1934     GOOD             CGS
 BK1806  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1806
 BK1806                          STATION DESCRIPTION
 BK1806
 BK1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1806'2.0 MI N FROM BESSMAY.
 BK1806'2 MILES NORTH OF THE STATION AT BESSMAY ON THE G.C. AND S.F.R.R.,
 BK1806'CHISLED CROSS TOP VERTICAL MILE RAIL NO. 40.
 BK1806
 BK1806                          STATION RECOVERY (1934)
 BK1806
 BK1806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1806'RECOVERED IN GOOD CONDITION.
 BK1806
 BK1806                          STATION RECOVERY (2004)
 BK1806
 BK1806'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK1806'RAILROAD REMOVED CONCRETE MILE MARKER AND REPLACED IT WITH A STEEL
 BK1806'POST AND MILE MARKER SIGN.  MARKER NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0633 ***********************************************************************
 AO0633  DESIGNATION -  BM 41 BE
 AO0633  PID         -  AO0633
 AO0633  STATE/COUNTY-  TX/ATASCOSA
 AO0633  USGS QUAD   -  CROSS NE (1969)
 AO0633
 AO0633                         *CURRENT SURVEY CONTROL
 AO0633  ___________________________________________________________________
 AO0633* NAD 83(1993)-  28 43 53.85396(N)    098 35 26.57355(W)     ADJUSTED  
 AO0633* NAVD 88     -       134.9    (meters)     443.     (feet)  VERTCON   
 AO0633  ___________________________________________________________________
 AO0633  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AO0633  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AO0633
 AO0633  HORZ ORDER  -  SECOND
 AO0633  VERT ORDER  -  THIRD ? (See Below)
 AO0633
 AO0633.The horizontal coordinates were established by classical geodetic methods
 AO0633.and adjusted by the National Geodetic Survey in February 1996..
 AO0633
 AO0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0633.The vertical order pertains to the NGVD 29 superseded value.
 AO0633
 AO0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0633
 AO0633.The geoid height was determined by GEOID03.
 AO0633
 AO0633;                    North         East     Units Scale Factor Converg.
 AO0633;SPC TXSC     - 4,099,626.423   639,979.522   MT  0.99991827   +0 12 01.9
 AO0633;SPC TXSC     -13,450,191.02  2,099,666.15   sFT  0.99991827   +0 12 01.9
 AO0633;UTM  14      - 3,178,321.302   539,967.063   MT  0.99961971   +0 11 48.3
 AO0633
 AO0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0633!SPC TXSC     -   0.99998280  x   0.99991827  =   0.99990107
 AO0633!UTM  14      -   0.99998280  x   0.99961971  =   0.99960252
 AO0633
 AO0633                          SUPERSEDED SURVEY CONTROL
 AO0633
 AO0633  NAD 83(1986)-  28 43 53.85900(N)    098 35 26.55006(W) AD(       ) 2
 AO0633  NAD 27      -  28 43 52.92396(N)    098 35 25.47516(W) AD(       ) 2
 AO0633  NGVD 29 (07/19/86)  134.9    (m)          443.     (f) LEVELING    3  
 AO0633
 AO0633.Superseded values are not recommended for survey control.
 AO0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0633.See file dsdata.txt to determine how the superseded data were derived.
 AO0633
 AO0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS3996778321(NAD 83)
 AO0633_MARKER: DB = BENCH MARK DISK
 AO0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0633
 AO0633  HISTORY     - Date     Condition        Report By
 AO0633  HISTORY     - 1975     MONUMENTED       USGS
 AO0633
 AO0633                          STATION DESCRIPTION
 AO0633
 AO0633'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (JLC)
 AO0633'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHWEST OF
 AO0633'JOURDANTON, 11-1/2 MILES SOUTHEAST OF CHARLOTTE AND 6-1/2 MILES
 AO0633'SOUTHWEST OF CHRISTINE.
 AO0633'
 AO0633'THE STATION IS BELIEVED TO BE ON PROPERTY OF MR. TRAVIS L. PEELER,
 AO0633'CHRISTINE, TEXAS, TELEPHONE NUMBER 784-3227.  KEYS FOR THE LOCKED
 AO0633'GATES CAN BE OBTAINED FROM MR. PEELER.
 AO0633'
 AO0633'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16
 AO0633'AND 97 IN JOURDANTON, GO SOUTH ON STATE HIGHWAY 16 FOR 9.2 MILES
 AO0633'TO THE JUNCTION WITH FARM ROAD 140, CONTINUE SOUTH ON STATE
 AO0633'HIGHWAY 16 FOR 2.1 MILES TO A LOCKED IRON GATE ON THE RIGHT.  TURN
 AO0633'RIGHT AND GO WEST ON A SAND ROAD FOR 1.05 MILES TO A SIDE ROAD
 AO0633'LEFT AND GATES ON BOTH SIDES OF THE ROAD, CONTINUE WEST ON THE
 AO0633'SAND ROAD FOR 0.6 MILE TO A GATE AND A SIDE ROAD LEFT.  PASS
 AO0633'THRU THE GATE, TURN LEFT, AND GO SOUTH ON A TRACK ROAD FOR 0.3
 AO0633'MILE TO A WIRE GATE, PASS THRU THE GATE, THEN TURN RIGHT AND GO
 AO0633'SOUTHWEST ON A TRACK ROAD FOR 0.4 MILE TO A SIDE ROAD
 AO0633'RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.2 MILE TO A WIRE GATE,
 AO0633'PASS THRU THE GATE AND CONTINUE WESTERLY ON THE TRACK ROAD
 AO0633'FOR 0.2 MILE TO A CROSSROAD, CONTINUE WESTERLY ON THE TRACK
 AO0633'ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT, CONTINUE WESTERLY ON
 AO0633'THE TRACK ROAD FOR 0.5 MILE TO WHERE MAIN ROAD TURNS RIGHT,
 AO0633'TURN RIGHT AND CONTINUE NORTHWEST ON THE TRACK ROAD FOR
 AO0633'0.45 MILE TO A GATE ON THE LEFT.  TURN LEFT, PASSING THRU
 AO0633'THE GATE, AND GO SOUTH ON A TRACK ROAD FOR 0.05 MILE TO A
 AO0633'LOCKED GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON
 AO0633'THE TRACK ROAD FOR 0.05 MILE TO TRIANGULATION STATION
 AO0633'CAMPBELL RM 1 ON THE LEFT, CONTINUE SOUTH ON THE TRACK
 AO0633'ROAD FOR 0.2 MILE TO A GATE, PASS THRU THE GATE AND CONTINUE
 AO0633'SOUTH ON THE TRACK ROAD FOR 0.3 MILE TO A FENCE CORNER AND
 AO0633'A GATE ON THE RIGHT.  TURN RIGHT, PASSING THRU THE GATE,
 AO0633'THENCE LEFT AND GO SOUTH ON A TRACK ROAD FOR 0.35 MILE TO
 AO0633'A LOCKED GATE, PASS THRU THE GATE AND CONTINUE SOUTH ON THE
 AO0633'TRACK ROAD FOR 0.3 MILE TO A HOUSE ON THE RIGHT AND THE
 AO0633'STATION ON THE LEFT.
 AO0633'
 AO0633'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 AO0633'DISK STAMPED 41 BE 1952 443 TT1 AB, SET IN THE TOP OF A 6-INCH
 AO0633'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 AO0633'SURFACE.  IT IS 9 FEET SOUTHEAST OF THE CENTER OF A CATTLE
 AO0633'GUARD, 8 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD
 AO0633'AND 2 FEET WEST OF A FENCE.
 AO0633'
 AO0633'AN ELECTRONIC TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 AO0633'STATION CAMPBELL RM 1, DISTANCE BEING (4886.49 FEET) OR
 AO0633'1489.402 METERS SOUTH OF STATION CAMPBELL RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0463 ***********************************************************************
 BO0463  DESIGNATION -  BM 47 RHM
 BO0463  PID         -  BO0463
 BO0463  STATE/COUNTY-  TX/EDWARDS
 BO0463  USGS QUAD   -  DUNBAR DRAW SE (1987)
 BO0463
 BO0463                         *CURRENT SURVEY CONTROL
 BO0463  ___________________________________________________________________
 BO0463* NAD 83(1993)-  30 15 43.45621(N)    100 34 10.87679(W)     ADJUSTED  
 BO0463* NAVD 88     -       699.     (meters)    2293.     (feet)  SCALED    
 BO0463  ___________________________________________________________________
 BO0463  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 BO0463  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BO0463
 BO0463  HORZ ORDER  -  THIRD
 BO0463
 BO0463.The horizontal coordinates were established by classical geodetic methods
 BO0463.and adjusted by the National Geodetic Survey in February 1996..
 BO0463.No horizontal observational check was made to the station.
 BO0463
 BO0463.The orthometric height was scaled from a topographic map.
 BO0463
 BO0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0463
 BO0463.The geoid height was determined by GEOID03.
 BO0463
 BO0463;                    North         East     Units Scale Factor Converg.
 BO0463;SPC TXSC     - 4,270,193.366   448,951.626   MT  0.99999393   -0 46 08.4
 BO0463;SPC TXSC     -14,009,792.73  1,472,935.46   sFT  0.99999393   -0 46 08.4
 BO0463;UTM  14      - 3,348,868.114   348,997.231   MT  0.99988131   -0 47 28.3
 BO0463
 BO0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0463!SPC TXSC     -   0.99989374  x   0.99999393  =   0.99988767
 BO0463!UTM  14      -   0.99989374  x   0.99988131  =   0.99977506
 BO0463
 BO0463                          SUPERSEDED SURVEY CONTROL
 BO0463
 BO0463  NAD 83(1986)-  30 15 43.45428(N)    100 34 10.86494(W) AD(       ) 3
 BO0463  NAD 27      -  30 15 42.75477(N)    100 34 09.53978(W) AD(       ) 3
 BO0463
 BO0463.Superseded values are not recommended for survey control.
 BO0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0463.See file dsdata.txt to determine how the superseded data were derived.
 BO0463
 BO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4899748868(NAD 83)
 BO0463_MARKER: DD = SURVEY DISK
 BO0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0463
 BO0463  HISTORY     - Date     Condition        Report By
 BO0463  HISTORY     - 1971     MONUMENTED       USGS
 BO0463
 BO0463                          STATION DESCRIPTION
 BO0463
 BO0463'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0463'THE STATION IS LOCATED SOUTH 12 DEGREES EAST, 21 MILES AIRLINE
 BO0463'DISTANCE FROM SONORA, TEXAS.
 BO0463'
 BO0463'TO REACH FROM SONORA, TEXAS, GO 22 MILES SOUTH ON U.S. HIGHWAY
 BO0463'277 TO JUNCTION OF STATE HIGHWAY 55 LEFT, GO 4.8 MILES EAST ON
 BO0463'STATE HIGHWAY 55 TO GRAVEL ROAD LEFT TO TEXAS A-M EXPERIMENTAL
 BO0463'STATION, AND STATION A M ET ON THE RIGHT.  BM 47 RHM IS
 BO0463'75.38 FEET EAST-SOUTHEAST OF A M ET.
 BO0463'
 BO0463'BM 47 RHM IS A USGS ALUMINUM TABLET SET IN AN 8 INCH SQUARE CONCRETE
 BO0463'POST PROJECTING 0.8 FEET ABOVE GROUND AND STAMPED 47 RHM
 BO0463'1962-2294.  BM SERVES AS A REFERENCE MARK FOR A M ET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0477 ***********************************************************************
 CS0477  DESIGNATION -  BM 5
 CS0477  PID         -  CS0477
 CS0477  STATE/COUNTY-  TX/HENDERSON
 CS0477  USGS QUAD   -  MALAKOFF (1981)
 CS0477
 CS0477                         *CURRENT SURVEY CONTROL
 CS0477  ___________________________________________________________________
 CS0477* NAD 83(1986)-  32 14 09.     (N)    096 05 51.     (W)     SCALED    
 CS0477* NAVD 88     -        84.861  (meters)     278.41   (feet)  ADJUSTED  
 CS0477  ___________________________________________________________________
 CS0477  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0477  DYNAMIC HT  -          84.764 (meters)     278.10  (feet)  COMP
 CS0477  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 CS0477
 CS0477  VERT ORDER  -  SECOND    CLASS 0
 CS0477
 CS0477.The horizontal coordinates were scaled from a topographic map and have
 CS0477.an estimated accuracy of +/- 6 seconds.
 CS0477
 CS0477.The orthometric height was determined by differential leveling
 CS0477.and adjusted by the National Geodetic Survey in June 1991..
 CS0477
 CS0477.The geoid height was determined by GEOID03.
 CS0477
 CS0477.The dynamic height is computed by dividing the NAVD 88
 CS0477.geopotential number by the normal gravity value computed on the
 CS0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0477.degrees latitude (g = 980.6199 gals.).
 CS0477
 CS0477.The modeled gravity was interpolated from observed gravity values.
 CS0477
 CS0477;                    North         East    Units  Estimated Accuracy
 CS0477;SPC TXNC     - 2,065,710.      826,410.      MT  (+/- 180 meters Scaled)
 CS0477
 CS0477                          SUPERSEDED SURVEY CONTROL
 CS0477
 CS0477  NGVD 29 (??/??/92)   84.869  (m)          278.44   (f) ADJ UNCH    2 0
 CS0477
 CS0477.Superseded values are not recommended for survey control.
 CS0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0477.See file dsdata.txt to determine how the superseded data were derived.
 CS0477
 CS0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA735702(NAD 83)
 CS0477_MARKER: DB = BENCH MARK DISK
 CS0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0477_STAMPING: NO 5 278.3
 CS0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0477+STABILITY: SURFACE MOTION
 CS0477
 CS0477  HISTORY     - Date     Condition        Report By
 CS0477  HISTORY     - UNK      MONUMENTED       TXRD
 CS0477  HISTORY     - 1947     GOOD             NGS
 CS0477  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS0477
 CS0477                          STATION DESCRIPTION
 CS0477
 CS0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0477'4.7 MI SW FROM PAYNE SPRING.
 CS0477'0.8 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE PAYNE SPRING SCHOOL AT
 CS0477'PAYNE SPRING, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.9 MILES
 CS0477'SOUTH ALONG A DIRT ROAD, THENCE 0.7 MILE SOUTHEAST ALONG A DIRT TRACK
 CS0477'ROAD, THENCE 0.3 MILE WEST ALONG A DIRT TRACK ROAD TO AN ABANDONED
 CS0477'STEEL BRIDGE ACROSS CEDAR CREEK AND THE SITE OF THE MARK, 101 FEET
 CS0477'NORTHEAST OF THE NORTHEAST CORNER OF THE STEEL BRIDGE, 52 FEET WEST OF
 CS0477'A SPIKE DRIVEN IN A LARGE TRIANGULAR BLAZE ON A 36 INCH OAK TREE, 8
 CS0477'FEET SOUTH OF A SPIKE DRIVEN IN A LARGE TRIANGULAR BLAZE ON A 30 INCH
 CS0477'OAK TREE, 1 FOOT NORTH OF A 4X4 MARKER POST.  A STATE OF TEXAS
 CS0477'RECLAMATION DEPARTMENT BRONZE DISK SET IN THE TOP OF A 6 INCH CLAY
 CS0477'TILE FILLED WITH CONCRETE WHICH IS ABOUT FLUSH WITH THE GROUND.
 CS0477
 CS0477                          STATION RECOVERY (1995)
 CS0477
 CS0477'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1338 ***********************************************************************
 DM1338  DESIGNATION -  BM 50 WWF
 DM1338  PID         -  DM1338
 DM1338  STATE/COUNTY-  TX/RED RIVER
 DM1338  USGS QUAD   -  DETROIT (1964)
 DM1338
 DM1338                         *CURRENT SURVEY CONTROL
 DM1338  ___________________________________________________________________
 DM1338* NAD 83(1993)-  33 43 44.38873(N)    095 16 00.49566(W)     ADJUSTED  
 DM1338* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 DM1338  ___________________________________________________________________
 DM1338  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DM1338  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DM1338
 DM1338  HORZ ORDER  -  SECOND
 DM1338
 DM1338.The horizontal coordinates were established by classical geodetic methods
 DM1338.and adjusted by the National Geodetic Survey in February 1996..
 DM1338
 DM1338.The orthometric height was scaled from a topographic map.
 DM1338
 DM1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1338
 DM1338.The geoid height was determined by GEOID03.
 DM1338
 DM1338;                    North         East     Units Scale Factor Converg.
 DM1338;SPC TXNC     - 2,233,308.459   899,578.727   MT  0.99994236   +1 45 48.1
 DM1338;SPC TXNC     - 7,327,112.84  2,951,367.87   sFT  0.99994236   +1 45 48.1
 DM1338;UTM  15      - 3,734,415.921   289,981.936   MT  1.00014379   -1 15 32.9
 DM1338
 DM1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1338!SPC TXNC     -   0.99997915  x   0.99994236  =   0.99992151
 DM1338!UTM  15      -   0.99997915  x   1.00014379  =   1.00012293
 DM1338
 DM1338                          SUPERSEDED SURVEY CONTROL
 DM1338
 DM1338  NAD 83(1993)-  33 43 44.38938(N)    095 16 00.49514(W) AD(       ) 2
 DM1338  NAD 83(1986)-  33 43 44.39476(N)    095 16 00.48333(W) AD(       ) 2
 DM1338  NAD 27      -  33 43 44.00400(N)    095 15 59.65900(W) AD(       ) 2
 DM1338
 DM1338.Superseded values are not recommended for survey control.
 DM1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1338.See file dsdata.txt to determine how the superseded data were derived.
 DM1338
 DM1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT8998234416(NAD 83)
 DM1338_MARKER: DB = BENCH MARK DISK
 DM1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1338
 DM1338  HISTORY     - Date     Condition        Report By
 DM1338  HISTORY     - 1951     MONUMENTED       CGS
 DM1338
 DM1338                          STATION DESCRIPTION
 DM1338
 DM1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1338'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF DETROIT AND
 DM1338'1/4 MILE EAST OF FARM ROAD 410.  IT IS 15 FEET NORTH OF THE
 DM1338'CENTER OF A DIRT ROAD AND 1.5 FEET SOUTH OF A FENCE LINE.
 DM1338'THE MARK IS A 7 BY 7 INCH CONCRETE POST AND PROJECTS 7 INCHES.
 DM1338'THE DISK IS A STANDARD USGS BM DISK AND IS STAMPED 50 WWF
 DM1338'1949.
 DM1338'
 DM1338'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION DENWIDDE
 DM1338'TO BM 50 WWF 1949 (USGS).  THE DISTANCE IS 244.233 METERS.
 DM1338'(801.29 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0259 ***********************************************************************
 AH0259  DESIGNATION -  BM 8
 AH0259  PID         -  AH0259
 AH0259  STATE/COUNTY-  TX/NUECES
 AH0259  USGS QUAD   -  PORT ARANSAS (1975)
 AH0259
 AH0259                         *CURRENT SURVEY CONTROL
 AH0259  ___________________________________________________________________
 AH0259* NAD 83(1986)-  27 49 41.     (N)    097 03 11.     (W)     SCALED    
 AH0259* NAVD 88     -         1.90   (+/-2cm)       6.2    (feet)  VERTCON   
 AH0259  ___________________________________________________________________
 AH0259  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AH0259
 AH0259  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0259
 AH0259.The horizontal coordinates were scaled from a topographic map and have
 AH0259.an estimated accuracy of +/- 6 seconds.
 AH0259
 AH0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0259.The vertical order pertains to the NGVD 29 superseded value.
 AH0259
 AH0259.The geoid height was determined by GEOID03.
 AH0259
 AH0259;                    North         East    Units  Estimated Accuracy
 AH0259;SPC TX S     - 5,240,290.      442,550.      MT  (+/- 180 meters Scaled)
 AH0259
 AH0259                          SUPERSEDED SURVEY CONTROL
 AH0259
 AH0259  NGVD 29 (??/??/92)    2.02   (m)            6.6    (f) COMPUTED    1 2
 AH0259
 AH0259.Superseded values are not recommended for survey control.
 AH0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0259.See file dsdata.txt to determine how the superseded data were derived.
 AH0259
 AH0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR917796(NAD 83)
 AH0259_MARKER: DJ = TIDAL STATION DISK
 AH0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0259_SP_SET: SIDEWALK
 AH0259_STAMPING: NO 8 1958
 AH0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0259
 AH0259  HISTORY     - Date     Condition        Report By
 AH0259  HISTORY     - 1958     MONUMENTED       CGS
 AH0259  HISTORY     - 1959     GOOD             NGS
 AH0259  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0259  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AH0259  HISTORY     - 19910627 MARK NOT FOUND   USPSQD
 AH0259
 AH0259                          STATION DESCRIPTION
 AH0259
 AH0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0259'0.9 MI SE FROM PORT ARANSAS.
 AH0259'ABOUT 0.3 MILE SOUTH ALONG STANTION STREET FROM THE U. S. COAST GUARD
 AH0259'STATION AT PORT ARANSAS, THENCE ABOUT 0.6 MILE EAST ALONG A PAVED
 AH0259'ROAD, AT THE NORTHWEST END OF HOLIDAY FISHING PIER, IN THE TOP OF THE
 AH0259'SOUTH CORNER OF THE CONCRETE WALK AROUND THE J. O. BUDDY HARRIS
 AH0259'CONCESSION BUILDING, 22 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF
 AH0259'THE PIER, 4 FEET SOUTH OF THE SOUTH CORNER OF THE BUILDING, AND ABOUT
 AH0259'LEVEL WITH THE GROUND.
 AH0259
 AH0259                          STATION RECOVERY (1968)
 AH0259
 AH0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0259'MARK NOT FOUND.
 AH0259
 AH0259                          STATION RECOVERY (1990)
 AH0259
 AH0259'RECOVERY NOTE BY US POWER SQUADRON 1990 (VLH)
 AH0259'MARK NOT FOUND.
 AH0259
 AH0259                          STATION RECOVERY (1991)
 AH0259
 AH0259'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2309 ***********************************************************************
 AH2309  DESIGNATION -  BM 8 ARD ET
 AH2309  PID         -  AH2309
 AH2309  STATE/COUNTY-  TX/OLDHAM
 AH2309  USGS QUAD   -  SIGNAL SPRING (1966)
 AH2309
 AH2309                         *CURRENT SURVEY CONTROL
 AH2309  ___________________________________________________________________
 AH2309* NAD 83(1993)-  35 21 22.26159(N)    102 59 13.44870(W)     ADJUSTED  
 AH2309* NAVD 88     -      1173.79   (+/-2cm)    3851.0    (feet)  VERTCON   
 AH2309  ___________________________________________________________________
 AH2309  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 AH2309  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AH2309
 AH2309  HORZ ORDER  -  THIRD
 AH2309  VERT ORDER  -  THIRD ? (See Below)
 AH2309
 AH2309.The horizontal coordinates were established by classical geodetic methods
 AH2309.and adjusted by the National Geodetic Survey in July 1998..
 AH2309
 AH2309.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2309.The vertical order pertains to the NGVD 29 superseded value.
 AH2309
 AH2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2309
 AH2309.The geoid height was determined by GEOID03.
 AH2309
 AH2309;                    North         East     Units Scale Factor Converg.
 AH2309;SPC TX N     - 1,151,466.755    64,856.128   MT  0.99991145   -0 51 42.5
 AH2309;SPC TX N     - 3,777,770.51    212,782.15   sFT  0.99991145   -0 51 42.5
 AH2309;UTM  13      - 3,914,403.204   682,896.305   MT  1.00001225   +1 09 54.4
 AH2309
 AH2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2309!SPC TX N     -   0.99981954  x   0.99991145  =   0.99973101
 AH2309!UTM  13      -   0.99981954  x   1.00001225  =   0.99983179
 AH2309
 AH2309                          SUPERSEDED SURVEY CONTROL
 AH2309
 AH2309  NGVD 29 (07/28/98) 1173.27   (m)         3849.3    (f) LEVELING    3  
 AH2309
 AH2309.Superseded values are not recommended for survey control.
 AH2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2309.See file dsdata.txt to determine how the superseded data were derived.
 AH2309
 AH2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV8289614403(NAD 83)
 AH2309_MARKER: DS = TRIANGULATION STATION DISK
 AH2309
 AH2309  HISTORY     - Date     Condition        Report By
 AH2309  HISTORY     - 1965     MONUMENTED       USGS
 AH2309
 AH2309                          STATION DESCRIPTION
 AH2309
 AH2309'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH2309'STATION LOCATED 5.0 MI. E. OF GLENRIO, THEN 16.0 MI. GENERALLY N.
 AH2309'ALONG RANCH RDS., AT SUMMIT OF RISE OVERLOOKING VALLEY, ABOUT 250 FT.
 AH2309'N. OF RD. JUNCTION, 33 FT. W. OF RD.
 AH2309'STATION MARK--STANDARD TABLET SET IN CONCRETE POST, PROJECTING 0.4 FT.
 AH2309'ABOVE GROUND, STAMPED---8 ARD 1965 ET---.  --LETTERS --ET-- WERE ADDED
 AH2309'IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0260 ***********************************************************************
 AH0260  DESIGNATION -  BM 9
 AH0260  PID         -  AH0260
 AH0260  STATE/COUNTY-  TX/NUECES
 AH0260  USGS QUAD   -  PORT ARANSAS (1975)
 AH0260
 AH0260                         *CURRENT SURVEY CONTROL
 AH0260  ___________________________________________________________________
 AH0260* NAD 83(1986)-  27 49 40.     (N)    097 03 12.     (W)     SCALED    
 AH0260* NAVD 88     -         1.65   (+/-2cm)       5.4    (feet)  VERTCON   
 AH0260  ___________________________________________________________________
 AH0260  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AH0260
 AH0260  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0260
 AH0260.The horizontal coordinates were scaled from a topographic map and have
 AH0260.an estimated accuracy of +/- 6 seconds.
 AH0260
 AH0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0260.The vertical order pertains to the NGVD 29 superseded value.
 AH0260
 AH0260.The geoid height was determined by GEOID03.
 AH0260
 AH0260;                    North         East    Units  Estimated Accuracy
 AH0260;SPC TX S     - 5,240,260.      442,520.      MT  (+/- 180 meters Scaled)
 AH0260
 AH0260                          SUPERSEDED SURVEY CONTROL
 AH0260
 AH0260  NGVD 29 (??/??/92)    1.76   (m)            5.8    (f) COMPUTED    1 2
 AH0260
 AH0260.Superseded values are not recommended for survey control.
 AH0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0260.See file dsdata.txt to determine how the superseded data were derived.
 AH0260
 AH0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR917796(NAD 83)
 AH0260_MARKER: DJ = TIDAL STATION DISK
 AH0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0260_STAMPING: NO 9 1958
 AH0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0260+STABILITY: SURFACE MOTION
 AH0260
 AH0260  HISTORY     - Date     Condition        Report By
 AH0260  HISTORY     - 1958     MONUMENTED       CGS
 AH0260  HISTORY     - 1959     GOOD             NGS
 AH0260  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0260  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AH0260  HISTORY     - 19910527 MARK NOT FOUND   USPSQD
 AH0260
 AH0260                          STATION DESCRIPTION
 AH0260
 AH0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0260'0.9 MI SE FROM PORT ARANSAS.
 AH0260'ABOUT 0.3 MILE SOUTH ALONG STANTION STREET FROM THE U. S. COAST GUARD
 AH0260'STATION AT PORT ARANSAS, THENCE ABOUT 0.6 MILE EAST ALONG A PAVED
 AH0260'ROAD, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 167 FEET WEST
 AH0260'OF THE WEST CORNER OF J. O. BUDDY HARRIS CONCESSION BUILDING, 3 1/2
 AH0260'FEET NORTHEAST OF A POWER POLE SUPPORTING A TRANSFORMER, ABOUT LEVEL
 AH0260'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 AH0260
 AH0260                          STATION RECOVERY (1968)
 AH0260
 AH0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0260'MARK NOT FOUND.
 AH0260
 AH0260                          STATION RECOVERY (1990)
 AH0260
 AH0260'RECOVERY NOTE BY US POWER SQUADRON 1990 (VLH)
 AH0260'MARK NOT FOUND.
 AH0260
 AH0260                          STATION RECOVERY (1991)
 AH0260
 AH0260'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0982 ***********************************************************************
 CD0982  DESIGNATION -  BM CA 16
 CD0982  PID         -  CD0982
 CD0982  STATE/COUNTY-  TX/CULBERSON
 CD0982  USGS QUAD   -  BURRO CANYON (1973)
 CD0982
 CD0982                         *CURRENT SURVEY CONTROL
 CD0982  ___________________________________________________________________
 CD0982* NAD 83(1993)-  31 33 45.94938(N)    104 39 37.29545(W)     ADJUSTED  
 CD0982* NAVD 88     -      1705.05   (+/-2cm)    5594.0    (feet)  VERTCON   
 CD0982  ___________________________________________________________________
 CD0982  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 CD0982  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CD0982
 CD0982  HORZ ORDER  -  THIRD
 CD0982  VERT ORDER  -  THIRD ? (See Below)
 CD0982
 CD0982.The horizontal coordinates were established by classical geodetic methods
 CD0982.and adjusted by the National Geodetic Survey in February 1996..
 CD0982
 CD0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0982.The vertical order pertains to the NGVD 29 superseded value.
 CD0982
 CD0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0982
 CD0982.The geoid height was determined by GEOID03.
 CD0982
 CD0982;                    North         East     Units Scale Factor Converg.
 CD0982;SPC TX C     - 3,218,184.320   289,329.785   MT  0.99992960   -2 13 43.2
 CD0982;SPC TX C     -10,558,326.39    949,242.80   sFT  0.99992960   -2 13 43.2
 CD0982;UTM  13      - 3,492,023.024   532,232.217   MT  0.99961281   +0 10 40.0
 CD0982
 CD0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0982!SPC TX C     -   0.99973597  x   0.99992960  =   0.99966559
 CD0982!UTM  13      -   0.99973597  x   0.99961281  =   0.99934888
 CD0982
 CD0982:                Primary Azimuth Mark                     Grid Az
 CD0982:SPC TX C     -  MADERA                                   002 44 02.4
 CD0982:UTM  13      -  MADERA                                   000 19 39.2
 CD0982
 CD0982|---------------------------------------------------------------------|
 CD0982| PID    Reference Object                     Distance      Geod. Az  |
 CD0982|                                                           dddmmss.s |
 CD0982| CD0981 MADERA                              APPROX. 4.5 KM 0003019.2 |
 CD0982|---------------------------------------------------------------------|
 CD0982
 CD0982                          SUPERSEDED SURVEY CONTROL
 CD0982
 CD0982  NAD 83(1986)-  31 33 45.95002(N)    104 39 37.29368(W) AD(       ) 3
 CD0982  NAD 27      -  31 33 45.50307(N)    104 39 35.51177(W) AD(       ) 3
 CD0982  NGVD 29 (07/19/86) 1704.46   (m)         5592.0    (f) LEVELING    3  
 CD0982
 CD0982.Superseded values are not recommended for survey control.
 CD0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0982.See file dsdata.txt to determine how the superseded data were derived.
 CD0982
 CD0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ3223292023(NAD 83)
 CD0982_MARKER: DB = BENCH MARK DISK
 CD0982_SETTING: 0 = UNSPECIFIED SETTING
 CD0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0982
 CD0982  HISTORY     - Date     Condition        Report By
 CD0982  HISTORY     - 1946     MONUMENTED       USGS
 CD0982
 CD0982                          STATION DESCRIPTION
 CD0982
 CD0982'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CD0982'STATION IS ON THE DELAWARE MOUNTAINS DIVIDE OVERLOOKING THE SALT FLATS
 CD0982'TO THE W. AND THE DELAWARE RIVER DRAINAGE TO THE E.  IT IS 13 1/2 MI.
 CD0982'NE. OF FIGURE TWO RANCH HEADQUARTERS, 11 1/2 MI. NW. OF MONTGOMERY
 CD0982'RANCH HOUSE, AND APEX, 5 MI. NW. OF STATION ---DELAWARE B 17---,
 CD0982'HIGHEST POINT IN THE DELAWARE MOUNTAINS.
 CD0982'
 CD0982'TO REACH FROM U.S. HIGHWAY 62, TAKE VAN HORN - STATE LINE COUNTY RD.
 CD0982'S. FROM STATE LINE BAR, 28 MI. SW. OF CARLSBAD, NEW MEXICO, FOLLOW
 CD0982'COUNTY RD. S. 5 MI. TO RD. FORK.  TAKE RIGHT ROAD STRAIGHT AHEAD TO
 CD0982'TO 9 K RANCH.  CONTINUE ON S. CROSSING DELAWARE RIVER AND PASOTEX PIPE
 CD0982'LINE RD., CONTINUE ON S. FROM RD. CROSSING ABOUT 8 MI. TO RD. FORK.
 CD0982'TAKE RIGHT RD., COUNTY RD. ABOUT 15 MI. TO CROSSROADS, AT THIS POINT
 CD0982'ROAD FROM K. C. RANCH HEADQUARTERS, W. PASTURE RD. CROSSES ABANDONED
 CD0982'STONE HOUSE, FROM HERE TAKE RIGHT ROAD 1 1/2 MI. TO K. C. W. PASTURE
 CD0982'CORRAL.  FROM HERE FOLLOW TRACK RD. W. UP RIDGE ABOUT 4 MI. TO
 CD0982'STATION.
 CD0982'
 CD0982'STATION MARK--STANDARD USGS BENCH MARK TABLET SET IN CONCRETE, 6 IN.
 CD0982'ABOVE GROUND, STAMPED ---CA-16 1946---.
 CD0982'
 CD0982'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0291 ***********************************************************************
 AH0291  DESIGNATION -  BM CHISELED +
 AH0291  PID         -  AH0291
 AH0291  STATE/COUNTY-  TX/NUECES
 AH0291  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0291
 AH0291                         *CURRENT SURVEY CONTROL
 AH0291  ___________________________________________________________________
 AH0291* NAD 83(1986)-  27 49 06.     (N)    097 25 06.     (W)     SCALED    
 AH0291* NAVD 88     -         3.267  (meters)      10.72   (feet)  ADJUSTED  
 AH0291  ___________________________________________________________________
 AH0291  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0291  DYNAMIC HT  -           3.262 (meters)      10.70  (feet)  COMP
 AH0291  MODELED GRAV-     979,128.9   (mgal)                       NAVD 88
 AH0291
 AH0291  VERT ORDER  -  FIRST     CLASS II
 AH0291
 AH0291.The horizontal coordinates were scaled from a topographic map and have
 AH0291.an estimated accuracy of +/- 6 seconds.
 AH0291
 AH0291.The orthometric height was determined by differential leveling
 AH0291.and adjusted by the National Geodetic Survey in June 1991..
 AH0291
 AH0291.The geoid height was determined by GEOID03.
 AH0291
 AH0291.The dynamic height is computed by dividing the NAVD 88
 AH0291.geopotential number by the normal gravity value computed on the
 AH0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0291.degrees latitude (g = 980.6199 gals.).
 AH0291
 AH0291.The modeled gravity was interpolated from observed gravity values.
 AH0291
 AH0291;                    North         East    Units  Estimated Accuracy
 AH0291;SPC TX S     - 5,238,850.      406,570.      MT  (+/- 180 meters Scaled)
 AH0291
 AH0291                          SUPERSEDED SURVEY CONTROL
 AH0291
 AH0291  NGVD 29 (??/??/92)    3.46   (m)           11.4    (f) COMPUTED    1 2
 AH0291
 AH0291.Superseded values are not recommended for survey control.
 AH0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0291.See file dsdata.txt to determine how the superseded data were derived.
 AH0291
 AH0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR557780(NAD 83)
 AH0291_MARKER: X = CHISELED CROSS
 AH0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0291_SP_SET: BASE
 AH0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0291
 AH0291  HISTORY     - Date     Condition        Report By
 AH0291  HISTORY     - UNK      MONUMENTED       LOCENG
 AH0291  HISTORY     - 1959     GOOD             NGS
 AH0291  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0291
 AH0291                          STATION DESCRIPTION
 AH0291
 AH0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0291'1.6 MI W FROM CORPUS CHRISTI.
 AH0291'ABOUT 1.6 MILES WEST ALONG NAVIGATION BOULEVARD FROM THE FIRST SET OF
 AH0291'PIERS NORTH OF THE CORPUS CHRISTI SHIP CHANNEL OF THE HIGH BRIDGE, AT
 AH0291'THE HALLIBURTON PORTLAND CEMENT COMPANY PLANT, 160 FEET NORTH OF BENCH
 AH0291'MARK TIDAL 3, 12 1/2 FEET EAST OF THE EAST RAIL OF A SPUR RAILROAD
 AH0291'TRACK, IN THE CENTER OF A 4-INCH BRASS PLATE WHICH IS IN THE TOP OF
 AH0291'THE NORTHWEST CORNER OF THE CONCRETE BASE OF SILO NO. 17, 3.3 FEET
 AH0291'SOUTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE BASE, AND ABOUT 1
 AH0291'FOOT ABOVE THE LEVEL OF THE SPUR TRACK.
 AH0291
 AH0291                          STATION RECOVERY (1989)
 AH0291
 AH0291'RECOVERY NOTE BY US POWER SQUADRON 1989 (BK)
 AH0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2716 ***********************************************************************
 BY2716  DESIGNATION -  BM CL 19
 BY2716  PID         -  BY2716
 BY2716  STATE/COUNTY-  TX/CHEROKEE
 BY2716  USGS QUAD   -  FOREST (1973)
 BY2716
 BY2716                         *CURRENT SURVEY CONTROL
 BY2716  ___________________________________________________________________
 BY2716* NAD 83(1993)-  31 36 55.14108(N)    095 01 19.93935(W)     ADJUSTED  
 BY2716* NAVD 88     -       137.90   (+/-2cm)     452.4    (feet)  VERTCON   
 BY2716  ___________________________________________________________________
 BY2716  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BY2716  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BY2716
 BY2716  HORZ ORDER  -  SECOND
 BY2716  VERT ORDER  -  THIRD ? (See Below)
 BY2716
 BY2716.The horizontal coordinates were established by classical geodetic methods
 BY2716.and adjusted by the National Geodetic Survey in February 1996..
 BY2716
 BY2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2716.The vertical order pertains to the NGVD 29 superseded value.
 BY2716
 BY2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2716
 BY2716.The geoid height was determined by GEOID03.
 BY2716
 BY2716;                    North         East     Units Scale Factor Converg.
 BY2716;SPC TX C     - 3,228,050.271 1,203,727.010   MT  0.99993899   +2 44 08.0
 BY2716;SPC TX C     -10,590,694.93  3,949,227.70   sFT  0.99993899   +2 44 08.0
 BY2716;UTM  15      - 3,499,572.718   308,180.652   MT  1.00005383   -1 03 37.4
 BY2716
 BY2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2716!SPC TX C     -   0.99998257  x   0.99993899  =   0.99992156
 BY2716!UTM  15      -   0.99998257  x   1.00005383  =   1.00003640
 BY2716
 BY2716                          SUPERSEDED SURVEY CONTROL
 BY2716
 BY2716  NAD 83(1986)-  31 36 55.15183(N)    095 01 19.92546(W) AD(       ) 2
 BY2716  NAD 27      -  31 36 54.50800(N)    095 01 19.14800(W) AD(       ) 2
 BY2716  NGVD 29 (07/19/86)  137.94   (m)          452.6    (f) LEVELING    3  
 BY2716
 BY2716.Superseded values are not recommended for survey control.
 BY2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2716.See file dsdata.txt to determine how the superseded data were derived.
 BY2716
 BY2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ0818199573(NAD 83)
 BY2716_MARKER: 57 = LOOKOUT TOWER
 BY2716
 BY2716  HISTORY     - Date     Condition        Report By
 BY2716  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2716  HISTORY     - 1948     GOOD             CGS
 BY2716  HISTORY     - 19960420 GOOD             USPSQD
 BY2716
 BY2716                          STATION DESCRIPTION
 BY2716
 BY2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2716'STATION IS ABOUT 3.5 MILES SOUTHEAST OF ALTO AND 2.75 MILES
 BY2716'EAST OF U.S. HIGHWAY 271.
 BY2716'
 BY2716'IT IS A STANDARD TYPE STEEL LOOKOUT TOWER, IS PAINTED GRAY
 BY2716'AND IS ABOUT 110 FEET HIGH.  IT WAS BUILT IN 1933.
 BY2716'
 BY2716'THE POINT LOCATED WAS THE APEX OF THE PYRAMIDAL ROOF OF THE
 BY2716'TOWER.
 BY2716'
 BY2716'IT IS TOWER NO. 10 OF THE TEXAS FOREST SERVICE.
 BY2716
 BY2716                          STATION RECOVERY (1948)
 BY2716
 BY2716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2716'THE STATION IS THE ALTO LOOKOUT TOWER NO. 10 OF THE TEXAS
 BY2716'STATE FOREST SERVICE.  LOCATED ABOUT 4.0 MILES SOUTH OF ALTO
 BY2716'AND 1.0 MILE EAST OF U.S. HIGHWAY 69.  IT IS A FOUR LEGGED
 BY2716'STEEL STRUCTURE 110 FEET HIGH WITH A GLASS ENCLOSED LOOKOUT
 BY2716'CAB ON THE TOP.  POINT OBSERVED UPON, CENTER OF U.S.G.S. BENCH
 BY2716'MARK NO CL 19, 1934 WHICH IS LOCATED UNDER THE CENTER OF THE
 BY2716'LOOKOUT CAB.
 BY2716
 BY2716                          STATION RECOVERY (1996)
 BY2716
 BY2716'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0572 ***********************************************************************
 AE0572  DESIGNATION -  BM E
 AE0572  PID         -  AE0572
 AE0572  STATE/COUNTY-  TX/HIDALGO
 AE0572  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0572
 AE0572                         *CURRENT SURVEY CONTROL
 AE0572  ___________________________________________________________________
 AE0572* NAD 83(1986)-  26 23 58.     (N)    098 19 35.     (W)     SCALED    
 AE0572* NAVD 88     -        63.081  (meters)     206.96   (feet)  ADJUSTED  
 AE0572  ___________________________________________________________________
 AE0572  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0572  DYNAMIC HT  -          62.978 (meters)     206.62  (feet)  COMP
 AE0572  MODELED GRAV-     979,007.6   (mgal)                       NAVD 88
 AE0572
 AE0572  VERT ORDER  -  SECOND    CLASS 0
 AE0572
 AE0572.The horizontal coordinates were scaled from a topographic map and have
 AE0572.an estimated accuracy of +/- 6 seconds.
 AE0572
 AE0572.The orthometric height was determined by differential leveling
 AE0572.and adjusted by the National Geodetic Survey in June 1991..
 AE0572
 AE0572.The geoid height was determined by GEOID03.
 AE0572
 AE0572.The dynamic height is computed by dividing the NAVD 88
 AE0572.geopotential number by the normal gravity value computed on the
 AE0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0572.degrees latitude (g = 980.6199 gals.).
 AE0572
 AE0572.The modeled gravity was interpolated from observed gravity values.
 AE0572
 AE0572;                    North         East    Units  Estimated Accuracy
 AE0572;SPC TX S     - 5,081,200.      317,320.      MT  (+/- 180 meters Scaled)
 AE0572
 AE0572                          SUPERSEDED SURVEY CONTROL
 AE0572
 AE0572  NGVD 29 (??/??/92)   63.175  (m)          207.27   (f) ADJ UNCH    2 0
 AE0572
 AE0572.Superseded values are not recommended for survey control.
 AE0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0572.See file dsdata.txt to determine how the superseded data were derived.
 AE0572
 AE0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ671200(NAD 83)
 AE0572_MARKER: Z = SEE DESCRIPTION
 AE0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0572+STABILITY: SURFACE MOTION
 AE0572
 AE0572  HISTORY     - Date     Condition        Report By
 AE0572  HISTORY     - UNK      MONUMENTED       DOD
 AE0572  HISTORY     - 1944     GOOD             NGS
 AE0572
 AE0572                          STATION DESCRIPTION
 AE0572
 AE0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 AE0572'14.65 MI NW FROM MISSION.
 AE0572'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY BUILDING AT
 AE0572'MISSION GO 7.2 MILES NORTH ALONG STATE HIGHWAY 107 TO A RIGHT ANGLE
 AE0572'TURN TO THE RIGHT IN THE HIGHWAY.  TURN LEFT, WEST, ALONG WAR HIGHWAY
 AE0572'13 (MOORE FIELD ROAD) AND GO 7.2 MILES WEST AND NORTH TO THE MOORE
 AE0572'FIELD ENTRANCE.  CONTINUE 0.25 NORTH ON DIRT ROAD TO BENCH MARK AT THE
 AE0572'NORTHEAST CORNER OF THE FENCE AROUND MOORE FIELD, 60 FEET WEST OF
 AE0572'CENTER OF ROAD, 25 FEET SOUTH OF CENTER OF ROAD LEADING TO LA GLORIA
 AE0572'RANCHO, ON THE OUTSIDE OF THE FENCE, ONE FOOT SOUTH OF A 4X4 WHITE
 AE0572'WITNESS POST, 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0575 ***********************************************************************
 AE0575  DESIGNATION -  BM G
 AE0575  PID         -  AE0575
 AE0575  STATE/COUNTY-  TX/HIDALGO
 AE0575  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0575
 AE0575                         *CURRENT SURVEY CONTROL
 AE0575  ___________________________________________________________________
 AE0575* NAD 83(1986)-  26 23 39.     (N)    098 19 54.     (W)     SCALED    
 AE0575* NAVD 88     -        62.405  (meters)     204.74   (feet)  ADJUSTED  
 AE0575  ___________________________________________________________________
 AE0575  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0575  DYNAMIC HT  -          62.303 (meters)     204.41  (feet)  COMP
 AE0575  MODELED GRAV-     979,006.9   (mgal)                       NAVD 88
 AE0575
 AE0575  VERT ORDER  -  SECOND    CLASS 0
 AE0575
 AE0575.The horizontal coordinates were scaled from a topographic map and have
 AE0575.an estimated accuracy of +/- 6 seconds.
 AE0575
 AE0575.The orthometric height was determined by differential leveling
 AE0575.and adjusted by the National Geodetic Survey in June 1991..
 AE0575
 AE0575.The geoid height was determined by GEOID03.
 AE0575
 AE0575.The dynamic height is computed by dividing the NAVD 88
 AE0575.geopotential number by the normal gravity value computed on the
 AE0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0575.degrees latitude (g = 980.6199 gals.).
 AE0575
 AE0575.The modeled gravity was interpolated from observed gravity values.
 AE0575
 AE0575;                    North         East    Units  Estimated Accuracy
 AE0575;SPC TX S     - 5,080,610.      316,800.      MT  (+/- 180 meters Scaled)
 AE0575
 AE0575                          SUPERSEDED SURVEY CONTROL
 AE0575
 AE0575  NGVD 29 (??/??/92)   62.500  (m)          205.05   (f) ADJ UNCH    2 0
 AE0575
 AE0575.Superseded values are not recommended for survey control.
 AE0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0575.See file dsdata.txt to determine how the superseded data were derived.
 AE0575
 AE0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ666195(NAD 83)
 AE0575_MARKER: R = RIVET
 AE0575_SETTING: 0 = UNSPECIFIED SETTING
 AE0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0575
 AE0575  HISTORY     - Date     Condition        Report By
 AE0575  HISTORY     - UNK      MONUMENTED       DOD
 AE0575  HISTORY     - 1944     GOOD             NGS
 AE0575
 AE0575                          STATION DESCRIPTION
 AE0575
 AE0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 AE0575'14.4 MI NW FROM MISSION.
 AE0575'AT THE MOORE ARMY AIR FIELD-- TO REACH FROM THE FIRST STATE BANK AND
 AE0575'TRUST COMPANY BUILDING AT MISSION, GO 7.2 MILES NORTH ALONG STATE
 AE0575'HIGHWAY 107 TO A RIGHT ANGLE TURN IN HIGHWAY TO THE EAST, TURN LEFT
 AE0575'WEST ALONG WAR HIGHWAY 13 (MOORE ARMY AIR FIELD ROAD) 7.2 MILE WEST
 AE0575'AND NORTH TO THE MOORE ARMY AIR FIELD MAIN ENTRANCE.  0.25 MILE
 AE0575'SOUTHWEST OF MAIN ENTRANCE, TOP OF THE NORTHWEST RIVETHEAD ON THE
 AE0575'NORTHWEST CORNER OF MOST EASTERLY LEG OF WATER TOWER, (LEG MARKED NO.
 AE0575'2), ONE FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3688 ***********************************************************************
 AW3688  DESIGNATION -  BM GULF
 AW3688  PID         -  AW3688
 AW3688  STATE/COUNTY-  TX/HARRIS
 AW3688  USGS QUAD   -  PASADENA (1995)
 AW3688
 AW3688                         *CURRENT SURVEY CONTROL
 AW3688  ___________________________________________________________________
 AW3688* NAD 83(1986)-  29 43 25.     (N)    095 14 08.     (W)     SCALED    
 AW3688* NAVD 88     -         3.43   (+/-2cm)      11.3    (feet)  VERTCON   
 AW3688  ___________________________________________________________________
 AW3688  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3688
 AW3688  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3688
 AW3688.The horizontal coordinates were scaled from a topographic map and have
 AW3688.an estimated accuracy of +/- 6 seconds.
 AW3688
 AW3688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3688.The vertical order pertains to the NGVD 29 superseded value.
 AW3688
 AW3688.The geoid height was determined by GEOID03.
 AW3688
 AW3688;                    North         East    Units  Estimated Accuracy
 AW3688;SPC TXSC     - 4,215,360.      964,120.      MT  (+/- 180 meters Scaled)
 AW3688
 AW3688                          SUPERSEDED SURVEY CONTROL
 AW3688
 AW3688  NGVD 29 (??/??/92)    3.430  (m)           11.25   (f) ADJ UNCH    1 2
 AW3688
 AW3688.Superseded values are not recommended for survey control.
 AW3688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3688.See file dsdata.txt to determine how the superseded data were derived.
 AW3688
 AW3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN837902(NAD 83)
 AW3688_MARKER: DD = SURVEY DISK
 AW3688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3688_SP_SET: CURB
 AW3688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3688
 AW3688  HISTORY     - Date     Condition        Report By
 AW3688  HISTORY     - UNK      MONUMENTED       USE
 AW3688  HISTORY     - 1964     GOOD             NGS
 AW3688
 AW3688                          STATION DESCRIPTION
 AW3688
 AW3688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3688'1.75 MI W FROM PASADENA.
 AW3688'ABOUT 1.75 MILES WEST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3688'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON PROPERTY BELONGING TO
 AW3688'THE GULF REFINING COMPANY, AT THE EAST CORNER OF A VACANT BRICK
 AW3688'BUILDING, ABOUT 100 YARDS SOUTHEAST OF STORAGE TANK NUMBER 201, 11
 AW3688'FEET WEST OF THE CENTER LINE OF A PAVED ROAD LEADING TO A DOCK, 4 FEET
 AW3688'EAST OF THE EAST CORNER OF THE BRICK BUILDING, SET IN THE TOP OF THE
 AW3688'SOUTHEAST END OF A CONCRETE CURB ON THE NORTHEAST SIDE OF A SIDEWALK,
 AW3688'AND ABOUT 4 INCHES ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3325 ***********************************************************************
 AW3325  DESIGNATION -  BM HLPCO
 AW3325  PID         -  AW3325
 AW3325  STATE/COUNTY-  TX/HARRIS
 AW3325  USGS QUAD   -  LEAGUE CITY (1995)
 AW3325
 AW3325                         *CURRENT SURVEY CONTROL
 AW3325  ___________________________________________________________________
 AW3325* NAD 83(1986)-  29 31 51.     (N)    095 06 30.     (W)     SCALED    
 AW3325* NAVD 88     -         5.28   (+/-2cm)      17.3    (feet)  VERTCON   
 AW3325  ___________________________________________________________________
 AW3325  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW3325
 AW3325  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3325
 AW3325.The horizontal coordinates were scaled from a topographic map and have
 AW3325.an estimated accuracy of +/- 6 seconds.
 AW3325
 AW3325.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3325.The vertical order pertains to the NGVD 29 superseded value.
 AW3325
 AW3325.The geoid height was determined by GEOID03.
 AW3325
 AW3325;                    North         East    Units  Estimated Accuracy
 AW3325;SPC TXSC     - 4,194,400.      977,130.      MT  (+/- 180 meters Scaled)
 AW3325
 AW3325                          SUPERSEDED SURVEY CONTROL
 AW3325
 AW3325  NGVD 29 (??/??/92)    5.279  (m)           17.32   (f) ADJ UNCH    1 2
 AW3325
 AW3325.Superseded values are not recommended for survey control.
 AW3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3325.See file dsdata.txt to determine how the superseded data were derived.
 AW3325
 AW3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN956686(NAD 83)
 AW3325_MARKER: Z = SEE DESCRIPTION
 AW3325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW3325_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW3325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3325
 AW3325  HISTORY     - Date     Condition        Report By
 AW3325  HISTORY     - UNK      MONUMENTED       HLPCO
 AW3325  HISTORY     - 1973     GOOD             NGS
 AW3325  HISTORY     - 1976     GOOD             NGS
 AW3325  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3325  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3325  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW3325  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW3325  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW3325
 AW3325                          STATION DESCRIPTION
 AW3325
 AW3325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3325'1.0 MI SE FROM WEBSTER.
 AW3325'0.8 MILE SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON RAILROAD
 AW3325'FROM THE CROSSING OF NASA BOULEVARD AT WEBSTER, THENCE 0.2 MILE
 AW3325'NORTHEAST ALONG HOUSTON POWER AND LIGHTING COMPANY WEBSTER RAILROAD,
 AW3325'AT THE WEST CORNER OF THE HOUSTON POWER AND LIGHTING COMPANY PLANT,
 AW3325'203.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 235 FEET EAST OF THE
 AW3325'SOUTHEAST END OF A METAL GATE ACROSS THE RAILROAD, 93.8 FEET NORTHEAST
 AW3325'OF THE SOUTHWEST PROPERTY LINE FENCE, 79 FEET SOUTHEAST OF THE
 AW3325'SOUTHWEST ONE OF TWO POWER POLES, THE TOP OF A 1-INCH SQUARE BRASS ROD
 AW3325'IN THE CENTER OF A GALVANIZED PIPE THAT IS FILLED WITH 600-WEIGHT
 AW3325'GREASE, AND ABOUT 6-INCHES BELOW THE LEVEL OF THE GROUND, ACCESS IS
 AW3325'HAD TO THIS MARK BY REMOVING A PLUG FROM THE TOP OF THE PIPE.
 AW3325
 AW3325                          STATION RECOVERY (1976)
 AW3325
 AW3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW3325'RECOVERED IN GOOD CONDITION.
 AW3325
 AW3325                          STATION RECOVERY (1989)
 AW3325
 AW3325'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLS)
 AW3325'MARK NOT FOUND.
 AW3325
 AW3325                          STATION RECOVERY (1989)
 AW3325
 AW3325'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW3325'MARK NOT FOUND.
 AW3325
 AW3325                          STATION RECOVERY (1998)
 AW3325
 AW3325'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3325'MARK NOT FOUND.
 AW3325
 AW3325                          STATION RECOVERY (2003)
 AW3325
 AW3325'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW3325'MARK NOT FOUND.
 AW3325
 AW3325                          STATION RECOVERY (2005)
 AW3325
 AW3325'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2466 ***********************************************************************
 AN2466  CBN         -  This is a Cooperative Base Network Control Station.
 AN2466  TIDAL BM    -  This is a Tidal Bench Mark.
 AN2466  DESIGNATION -  BM NO 1
 AN2466  PID         -  AN2466
 AN2466  STATE/COUNTY-  TX/CALHOUN
 AN2466  USGS QUAD   -  POINT COMFORT (1995)
 AN2466
 AN2466                         *CURRENT SURVEY CONTROL
 AN2466  ___________________________________________________________________
 AN2466* NAD 83(1993)-  28 38 17.27777(N)    096 36 48.58625(W)     ADJUSTED  
 AN2466* NAVD 88     -         0.9    (meters)       3.     (feet)  GPS OBS   
 AN2466  ___________________________________________________________________
 AN2466  X           -    -645,205.806 (meters)                     COMP
 AN2466  Y           -  -5,564,869.767 (meters)                     COMP
 AN2466  Z           -   3,038,749.255 (meters)                     COMP
 AN2466  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AN2466  ELLIP HEIGHT-         -26.32  (meters)          (10/24/00) GPS OBS
 AN2466  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN2466
 AN2466  HORZ ORDER  -  B
 AN2466  ELLP ORDER  -  FOURTH    CLASS II
 AN2466
 AN2466.The horizontal coordinates were established by GPS observations
 AN2466.and adjusted by the National Geodetic Survey in May 1994..
 AN2466
 AN2466.The orthometric height was determined by GPS observations and a
 AN2466.high-resolution geoid model.
 AN2466
 AN2466.This Tidal Bench Mark is designated as VM 7904
 AN2466.by the Center for Operational Oceanographic Products and Services.
 AN2466
 AN2466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2466
 AN2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2466
 AN2466.The ellipsoidal height was determined by GPS observations
 AN2466.and is referenced to NAD 83.
 AN2466
 AN2466.The geoid height was determined by GEOID03.
 AN2466
 AN2466;                    North         East     Units Scale Factor Converg.
 AN2466;SPC TXSC     - 4,091,575.866   833,312.620   MT  0.99993662   +1 10 09.0
 AN2466;SPC TXSC     -13,423,778.49  2,733,959.82   sFT  0.99993662   +1 10 09.0
 AN2466;UTM  14      - 3,170,224.315   733,286.993   MT  1.00027168   +1 08 39.5
 AN2466
 AN2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2466!SPC TXSC     -   1.00000413  x   0.99993662  =   0.99994075
 AN2466!UTM  14      -   1.00000413  x   1.00027168  =   1.00027582
 AN2466
 AN2466                          SUPERSEDED SURVEY CONTROL
 AN2466
 AN2466  ELLIP H (05/09/94)  -26.16   (m)                       GP(       ) 4 2
 AN2466
 AN2466.Superseded values are not recommended for survey control.
 AN2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2466.See file dsdata.txt to determine how the superseded data were derived.
 AN2466
 AN2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3328770224(NAD 83)
 AN2466_MARKER: DB = BENCH MARK DISK
 AN2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2466_SP_SET: CONCRETE POST
 AN2466_STAMPING: BM NO 1 1935
 AN2466_MARK LOGO: CGS   
 AN2466_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2466+STABILITY: SURFACE MOTION
 AN2466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2466+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1993
 AN2466
 AN2466  HISTORY     - Date     Condition        Report By
 AN2466  HISTORY     - 1935     MONUMENTED       CGS
 AN2466  HISTORY     - 19930210 GOOD             NGS
 AN2466  HISTORY     - 19980725 GOOD             USPSQD
 AN2466
 AN2466                          STATION DESCRIPTION
 AN2466
 AN2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AN2466'STATION IS LOCATED ABOUT 37 KM (23.00 MI) SOUTHEAST OF VICTORIA, AT
 AN2466'THE NORTHEAST EDGE OF PORT LAVACA, AT A SMALL PICNIC AREA AND
 AN2466'CAMPGROUND ON THE SOUTH SIDE OF HIGHWAY 35 JUST BEFORE A BRIDGE OVER
 AN2466'LAVACA BAY.  OWNERSHIP--UNKNOWN.
 AN2466'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 35 AND 238 SOUTH IN
 AN2466'NORTHEAST PORT LAVACA, GO EAST ON HIGHWAY 35 FOR 0.20 KM (0.10 MI) TO
 AN2466'A PAVED CROSSROAD, THE ENTRANCE TO NOBLE POINT PARK ON THE RIGHT AND
 AN2466'SMITH ROAD ON THE LEFT.  TURN RIGHT, SOUTH ON THE PARK ENTRANCE ROAD
 AN2466'FOR 0.20 KM (0.10 MI) PASSING A SMALL LIGHTHOUSE ON THE RIGHT TO A
 AN2466'PAVED T-JUNCTION.  TURN LEFT, EAST, ON THE ROAD PASSING A PARK PATROL
 AN2466'BOOTH FOR 0.38 KM (0.25 MI) TO THE STATION ON THE LEFT.
 AN2466'STATION IS SET IN THE TOP OF A CONCRETE POST RECESSED 40 CM BELOW
 AN2466'GROUND. IT IS 63.2 M (207.3 FT) SOUTHWEST FROM THE SOUTHWEST CORNER
 AN2466'OF A CONCRETE BLOCK RESTROOM, 15.35 M (50.36 FT) NORTHWEST FROM THE
 AN2466'CENTER OF THE PARK ENTRANCE ROAD, 30.2 M (99.1 FT) SOUTHEAST FROM THE
 AN2466'CENTER OF THE SOUTHWEST END OF A GRASS PLAYGROUND ISLAND IN THE
 AN2466'PICNIC AREA, 20.3 M (66.6 FT) FROM A POWER POLE WITH A STREET LIGHT
 AN2466'AT A FENCE CORNER, 3.7 M (12.1 FT) SOUTH FROM THE NORTHEAST CORNER OF
 AN2466'A CONCRETE PAD FOR THE FOURTH PICNIC TABLE SOUTHEAST FROM THE
 AN2466'RESTROOMS, 2.55 M (8.37 FT) NORTHEAST FROM THE SOUTHWEST ONE OF FOUR
 AN2466'METAL POLES FOR THE ROOF OVER THE TABLE, AND 0.20 M (0.66 FT)
 AN2466'NORTHWEST FROM A FIBERGLASS WITNESS POST IN A WOODEN FENCE LINE.
 AN2466
 AN2466                          STATION RECOVERY (1998)
 AN2466
 AN2466'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0685 ***********************************************************************
 BN0685  DESIGNATION -  BM NR MILLER
 BN0685  PID         -  BN0685
 BN0685  STATE/COUNTY-  TX/LLANO
 BN0685  USGS QUAD   -  LLANO NORTH (1955)
 BN0685
 BN0685                         *CURRENT SURVEY CONTROL
 BN0685  ___________________________________________________________________
 BN0685* NAD 83(1993)-  30 47 56.14015(N)    098 38 26.68396(W)     ADJUSTED  
 BN0685* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 BN0685  ___________________________________________________________________
 BN0685  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 BN0685  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 BN0685
 BN0685  HORZ ORDER  -  SECOND
 BN0685
 BN0685.The horizontal coordinates were established by classical geodetic methods
 BN0685.and adjusted by the National Geodetic Survey in February 1996..
 BN0685
 BN0685.The orthometric height was scaled from a topographic map.
 BN0685
 BN0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0685
 BN0685.The geoid height was determined by GEOID03.
 BN0685
 BN0685;                    North         East     Units Scale Factor Converg.
 BN0685;SPC TX C     - 3,126,748.964   861,963.133   MT  0.99988795   +0 52 18.4
 BN0685;SPC TX C     -10,258,342.23  2,827,957.38   sFT  0.99988795   +0 52 18.4
 BN0685;UTM  14      - 3,407,373.603   534,368.467   MT  0.99961457   +0 11 02.2
 BN0685
 BN0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0685!SPC TX C     -   0.99994071  x   0.99988795  =   0.99982866
 BN0685!UTM  14      -   0.99994071  x   0.99961457  =   0.99955530
 BN0685
 BN0685                          SUPERSEDED SURVEY CONTROL
 BN0685
 BN0685  NAD 83(1986)-  30 47 56.15078(N)    098 38 26.66987(W) AD(       ) 2
 BN0685  NAD 27      -  30 47 55.51300(N)    098 38 25.53880(W) AD(       ) 2
 BN0685
 BN0685.Superseded values are not recommended for survey control.
 BN0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0685.See file dsdata.txt to determine how the superseded data were derived.
 BN0685
 BN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3436807374(NAD 83)
 BN0685_MARKER: DB = BENCH MARK DISK
 BN0685_SETTING: 80 = SET IN A BOULDER
 BN0685
 BN0685  HISTORY     - Date     Condition        Report By
 BN0685  HISTORY     - 1956     MONUMENTED       USGS
 BN0685
 BN0685                          STATION DESCRIPTION
 BN0685
 BN0685'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BN0685'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW MOUNTAIN
 BN0685'KNOWN LOCALLY AS THE MILLER MOUNTAIN, ABOUT 4 MILES NORTHEAST
 BN0685'OF LLANO, 1-1/2 MILES EAST OF STATE HIGHWAY 16, 4 FEET NORTHWEST
 BN0685'OF A WHITE 4 IN X 4 IN WITNESS POST, AND ON LAND OWNED BY MRS.
 BN0685'ROBERT SCHNEIDER OF LLANO.
 BN0685'
 BN0685'A SMALL COPPER DISK 1 INCH IN DIAMETER WAS USED AS REFERENCE MARK
 BN0685'2.  IT IS SET FLUSH WITH THE SURFACE OF A SMALL BOULDER THAT
 BN0685'PROTRUDES ABOUT 17 INCHES.  THE DISK IS STAMPED USGS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0686 ***********************************************************************
 BN0686  DESIGNATION -  BM NR MILLER
 BN0686  PID         -  BN0686
 BN0686  STATE/COUNTY-  TX/LLANO
 BN0686  USGS QUAD   -  LLANO NORTH (1955)
 BN0686
 BN0686                         *CURRENT SURVEY CONTROL
 BN0686  ___________________________________________________________________
 BN0686* NAD 83(1993)-  30 47 56.03005(N)    098 38 26.83865(W)     ADJUSTED  
 BN0686* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 BN0686  ___________________________________________________________________
 BN0686  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 BN0686  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 BN0686
 BN0686  HORZ ORDER  -  SECOND
 BN0686
 BN0686.The horizontal coordinates were established by classical geodetic methods
 BN0686.and adjusted by the National Geodetic Survey in February 1996..
 BN0686
 BN0686.The orthometric height was scaled from a topographic map.
 BN0686
 BN0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0686
 BN0686.The geoid height was determined by GEOID03.
 BN0686
 BN0686;                    North         East     Units Scale Factor Converg.
 BN0686;SPC TX C     - 3,126,745.511   861,959.073   MT  0.99988795   +0 52 18.3
 BN0686;SPC TX C     -10,258,330.90  2,827,944.06   sFT  0.99988795   +0 52 18.3
 BN0686;UTM  14      - 3,407,370.201   534,364.367   MT  0.99961457   +0 11 02.1
 BN0686
 BN0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0686!SPC TX C     -   0.99994071  x   0.99988795  =   0.99982866
 BN0686!UTM  14      -   0.99994071  x   0.99961457  =   0.99955530
 BN0686
 BN0686                          SUPERSEDED SURVEY CONTROL
 BN0686
 BN0686  NAD 83(1986)-  30 47 56.04067(N)    098 38 26.82455(W) AD(       ) 2
 BN0686  NAD 27      -  30 47 55.40290(N)    098 38 25.69350(W) AD(       ) 2
 BN0686
 BN0686.Superseded values are not recommended for survey control.
 BN0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0686.See file dsdata.txt to determine how the superseded data were derived.
 BN0686
 BN0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3436407370(NAD 83)
 BN0686_MARKER: DB = BENCH MARK DISK
 BN0686_SETTING: 80 = SET IN A BOULDER
 BN0686
 BN0686  HISTORY     - Date     Condition        Report By
 BN0686  HISTORY     - 1956     MONUMENTED       USGS
 BN0686
 BN0686                          STATION DESCRIPTION
 BN0686
 BN0686'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BN0686'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW MOUNTAIN
 BN0686'KNOWN LOCALLY AS THE MILLER MOUNTAIN, ABOUT 4 MILES NORTHEAST
 BN0686'OF LLANO, 1-1/2 MILES EAST OF STATE HIGHWAY 16, 4 FEET NORTHWEST
 BN0686'OF A WHITE 4 IN X 4 IN WITNESS POST, AND ON LAND OWNED BY MRS.
 BN0686'ROBERT SCHNEIDER OF LLANO.
 BN0686'
 BN0686'A SMALL COPPER DISK 1 INCH IN DIAMETER WAS USED AS REFERENCE
 BN0686'MARK 3.  IT IS SET FLUSH WITH THE SURFACE OF A SMALL BOULDER
 BN0686'THAT PROTRUDES ABOUT 6 INCHES.  THE DISK IS STAMPED USGS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2117 ***********************************************************************
 BL2117  DESIGNATION -  BM NR STA SIMMONS
 BL2117  PID         -  BL2117
 BL2117  STATE/COUNTY-  TX/LIBERTY
 BL2117  USGS QUAD   -  CAPERS RIDGE (1984)
 BL2117
 BL2117                         *CURRENT SURVEY CONTROL
 BL2117  ___________________________________________________________________
 BL2117* NAD 83(1993)-  30 10 35.79554(N)    094 52 17.74771(W)     ADJUSTED  
 BL2117* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 BL2117  ___________________________________________________________________
 BL2117  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BL2117  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL2117
 BL2117  HORZ ORDER  -  SECOND
 BL2117
 BL2117.The horizontal coordinates were established by classical geodetic methods
 BL2117.and adjusted by the National Geodetic Survey in February 1996..
 BL2117
 BL2117.The orthometric height was scaled from a topographic map.
 BL2117
 BL2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2117
 BL2117.The geoid height was determined by GEOID03.
 BL2117
 BL2117;                    North         East     Units Scale Factor Converg.
 BL2117;SPC TX C     - 3,069,442.399 1,225,827.583   MT  0.99998454   +2 48 47.2
 BL2117;SPC TX C     -10,070,328.94  4,021,736.00   sFT  0.99998454   +2 48 47.2
 BL2117;UTM  15      - 3,339,835.238   319,793.356   MT  1.00000066   -0 56 27.8
 BL2117
 BL2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2117!SPC TX C     -   0.99999946  x   0.99998454  =   0.99998400
 BL2117!UTM  15      -   0.99999946  x   1.00000066  =   1.00000012
 BL2117
 BL2117                          SUPERSEDED SURVEY CONTROL
 BL2117
 BL2117  NAD 83(1986)-  30 10 35.81107(N)    094 52 17.73165(W) AD(       ) 2
 BL2117  NAD 27      -  30 10 35.04700(N)    094 52 17.00000(W) AD(       ) 2
 BL2117
 BL2117.Superseded values are not recommended for survey control.
 BL2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2117.See file dsdata.txt to determine how the superseded data were derived.
 BL2117
 BL2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1979339835(NAD 83)
 BL2117_MARKER: DB = BENCH MARK DISK
 BL2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2117
 BL2117  HISTORY     - Date     Condition        Report By
 BL2117  HISTORY     - 1951     MONUMENTED       USE
 BL2117
 BL2117                          STATION DESCRIPTION
 BL2117
 BL2117'DESCRIBED BY US ENGINEERS 1951
 BL2117'REFERENCE MARK NO. 1 IS A STANDARD U.S.E. BENCH MARK DISK
 BL2117'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST PROJECTING
 BL2117'ABOUT 6 INCHES ABOVE THE SURFACE AND HAS NO STAMPING.  IT IS
 BL2117'29.0 FEET NORTH OF THE CENTER OF A GRADED ROAD AND 2.5 FEET
 BL2117'SOUTH OF A FENCE AND IS ABOUT 2.0 FEET BELOW THE ELEVATION
 BL2117'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0295 ***********************************************************************
 AH0295  DESIGNATION -  BM RE BAR
 AH0295  PID         -  AH0295
 AH0295  STATE/COUNTY-  TX/NUECES
 AH0295  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0295
 AH0295                         *CURRENT SURVEY CONTROL
 AH0295  ___________________________________________________________________
 AH0295* NAD 83(1986)-  27 49 11.     (N)    097 24 59.     (W)     SCALED    
 AH0295* NAVD 88     -         3.169  (meters)      10.40   (feet)  ADJUSTED  
 AH0295  ___________________________________________________________________
 AH0295  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0295  DYNAMIC HT  -           3.164 (meters)      10.38  (feet)  COMP
 AH0295  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 AH0295
 AH0295  VERT ORDER  -  FIRST     CLASS II
 AH0295
 AH0295.The horizontal coordinates were scaled from a topographic map and have
 AH0295.an estimated accuracy of +/- 6 seconds.
 AH0295
 AH0295.The orthometric height was determined by differential leveling
 AH0295.and adjusted by the National Geodetic Survey in June 1991..
 AH0295
 AH0295.The geoid height was determined by GEOID03.
 AH0295
 AH0295.The dynamic height is computed by dividing the NAVD 88
 AH0295.geopotential number by the normal gravity value computed on the
 AH0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0295.degrees latitude (g = 980.6199 gals.).
 AH0295
 AH0295.The modeled gravity was interpolated from observed gravity values.
 AH0295
 AH0295;                    North         East    Units  Estimated Accuracy
 AH0295;SPC TX S     - 5,239,010.      406,760.      MT  (+/- 180 meters Scaled)
 AH0295
 AH0295                          SUPERSEDED SURVEY CONTROL
 AH0295
 AH0295  NGVD 29 (??/??/92)    3.36   (m)           11.0    (f) COMPUTED    1 2
 AH0295
 AH0295.Superseded values are not recommended for survey control.
 AH0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0295.See file dsdata.txt to determine how the superseded data were derived.
 AH0295
 AH0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR559782(NAD 83)
 AH0295_MARKER: Z = SEE DESCRIPTION
 AH0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0295_SP_SET: BASE
 AH0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0295
 AH0295  HISTORY     - Date     Condition        Report By
 AH0295  HISTORY     - UNK      MONUMENTED       LOCENG
 AH0295  HISTORY     - 1959     GOOD             NGS
 AH0295  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0295
 AH0295                          STATION DESCRIPTION
 AH0295
 AH0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0295'1.6 MI W FROM CORPUS CHRISTI.
 AH0295'ABOUT 1.6 MILES WEST ALONG NAVIGATION BOULEVARD FROM THE FIRST SET OF
 AH0295'PIERS NORTH OF THE CORPUS CHRISTI SHIP CHANNEL OF THE HIGH BRIDGE, AT
 AH0295'THE HALLIBURTON PORTLAND CEMENT COMPANY, IN THE TOP OF THE NORTHEAST
 AH0295'CORNER OF THE CONCRETE BASE OF THE MOST NORTHERLY ONE OF A GROUP OF
 AH0295'CONCRETE TANKS, 207 FEET EAST OF THE SMOKE STACK, 1.7 FEET NORTHEAST
 AH0295'OF THE NORTHEAST EDGE OF THE CONCRETE MIXING TANK, AND ABOUT 0.6 FEET
 AH0295'ABOVE THE GROUND.
 AH0295
 AH0295                          STATION RECOVERY (1989)
 AH0295
 AH0295'RECOVERY NOTE BY US POWER SQUADRON 1989 (BK)
 AH0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0719 ***********************************************************************
 AB0719  DESIGNATION -  BM REF
 AB0719  PID         -  AB0719
 AB0719  STATE/COUNTY-  TX/HIDALGO
 AB0719  USGS QUAD   -  EDCOUCH (1980)
 AB0719
 AB0719                         *CURRENT SURVEY CONTROL
 AB0719  ___________________________________________________________________
 AB0719* NAD 83(1986)-  26 17 54.     (N)    097 54 25.     (W)     SCALED    
 AB0719* NAVD 88     -        16.210  (meters)      53.18   (feet)  ADJUSTED  
 AB0719  ___________________________________________________________________
 AB0719  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AB0719  DYNAMIC HT  -          16.183 (meters)      53.09  (feet)  COMP
 AB0719  MODELED GRAV-     979,030.0   (mgal)                       NAVD 88
 AB0719
 AB0719  VERT ORDER  -  SECOND    CLASS 0
 AB0719
 AB0719.The horizontal coordinates were scaled from a topographic map and have
 AB0719.an estimated accuracy of +/- 6 seconds.
 AB0719
 AB0719.The orthometric height was determined by differential leveling
 AB0719.and adjusted by the National Geodetic Survey in June 1991..
 AB0719
 AB0719.The geoid height was determined by GEOID03.
 AB0719
 AB0719.The dynamic height is computed by dividing the NAVD 88
 AB0719.geopotential number by the normal gravity value computed on the
 AB0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0719.degrees latitude (g = 980.6199 gals.).
 AB0719
 AB0719.The modeled gravity was interpolated from observed gravity values.
 AB0719
 AB0719;                    North         East    Units  Estimated Accuracy
 AB0719;SPC TX S     - 5,070,120.      359,220.      MT  (+/- 180 meters Scaled)
 AB0719
 AB0719                          SUPERSEDED SURVEY CONTROL
 AB0719
 AB0719  NGVD 29 (??/??/92)   16.316  (m)           53.53   (f) ADJ UNCH    2 0
 AB0719
 AB0719.Superseded values are not recommended for survey control.
 AB0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0719.See file dsdata.txt to determine how the superseded data were derived.
 AB0719
 AB0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ091091(NAD 83)
 AB0719_MARKER: DD = SURVEY DISK
 AB0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0719+STABILITY: SURFACE MOTION
 AB0719
 AB0719  HISTORY     - Date     Condition        Report By
 AB0719  HISTORY     - UNK      MONUMENTED       IBC
 AB0719  HISTORY     - 1942     GOOD             NGS
 AB0719
 AB0719                          STATION DESCRIPTION
 AB0719
 AB0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0719'1.5 MI E FROM LA VILLA.
 AB0719'1.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AB0719'STATION AT LA VILLA, HIDALGO COUNTY, 52 FEET WEST OF THE FIRST POLE
 AB0719'WEST OF MILEPOST 159, 41.4 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 AB0719'10.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 6 FEET LOWER THAN
 AB0719'THE RAILROAD BED.  AN INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK,
 AB0719'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 AB0719'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9947 ***********************************************************************
 AG9947  DESIGNATION -  BM USBR SEC
 AG9947  PID         -  AG9947
 AG9947  STATE/COUNTY-  TX/TRAVIS
 AG9947  USGS QUAD   -  MANSFIELD DAM (1986)
 AG9947
 AG9947                         *CURRENT SURVEY CONTROL
 AG9947  ___________________________________________________________________
 AG9947* NAD 83(1993)-  30 23 42.14476(N)    097 54 32.56043(W)     ADJUSTED  
 AG9947* NAVD 88     -       230.01   (+/-2cm)     754.6    (feet)  VERTCON   
 AG9947  ___________________________________________________________________
 AG9947  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 AG9947  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AG9947
 AG9947  HORZ ORDER  -  THIRD
 AG9947  VERT ORDER  -  THIRD ? (See Below)
 AG9947
 AG9947.The horizontal coordinates were established by classical geodetic methods
 AG9947.and adjusted by the National Geodetic Survey in July 1998..
 AG9947
 AG9947.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9947.The vertical order pertains to the NGVD 29 superseded value.
 AG9947
 AG9947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9947
 AG9947.The geoid height was determined by GEOID03.
 AG9947
 AG9947;                    North         East     Units Scale Factor Converg.
 AG9947;SPC TX C     - 3,083,283.246   932,945.573   MT  0.99993734   +1 14 55.1
 AG9947;SPC TX C     -10,115,738.45  3,060,838.93   sFT  0.99993734   +1 14 55.1
 AG9947;UTM  14      - 3,363,065.198   604,804.001   MT  0.99973550   +0 33 07.3
 AG9947
 AG9947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9947!SPC TX C     -   0.99996787  x   0.99993734  =   0.99990521
 AG9947!UTM  14      -   0.99996787  x   0.99973550  =   0.99970337
 AG9947
 AG9947                          SUPERSEDED SURVEY CONTROL
 AG9947
 AG9947  NGVD 29 (07/28/98)  229.95   (m)          754.4    (f) LEVELING    3  
 AG9947
 AG9947.Superseded values are not recommended for survey control.
 AG9947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9947.See file dsdata.txt to determine how the superseded data were derived.
 AG9947
 AG9947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0480463065(NAD 83)
 AG9947_MARKER: DD = SURVEY DISK
 AG9947_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9947+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2003
 AG9947
 AG9947  HISTORY     - Date     Condition        Report By
 AG9947  HISTORY     - 1957     MONUMENTED       USGS
 AG9947  HISTORY     - 20030607 GOOD             USPSQD
 AG9947
 AG9947                          STATION DESCRIPTION
 AG9947
 AG9947'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AG9947'MARK IS LOCATED AT THE NW. END OF THE MANSFIELD DAM, 22 FT. SE. OF THE
 AG9947'NW. END OF THE CONCRETE WALL, ON THE NE. SIDE OF FARM ROAD 620.
 AG9947'STATION MARK--A BRONZE USBR BM DISK CEMENTED IN TOP OF RETAINING WALL
 AG9947'0.6 FT. ABOVE ROAD BED, NOT STAMPED.
 AG9947
 AG9947                          STATION RECOVERY (2003)
 AG9947
 AG9947'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AG9947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0589 ***********************************************************************
 AB0589  DESIGNATION -  BM USE
 AB0589  PID         -  AB0589
 AB0589  STATE/COUNTY-  TX/CAMERON
 AB0589  USGS QUAD   -  HARLINGEN (1983)
 AB0589
 AB0589                         *CURRENT SURVEY CONTROL
 AB0589  ___________________________________________________________________
 AB0589* NAD 83(1986)-  26 13 25.     (N)    097 39 54.     (W)     SCALED    
 AB0589* NAVD 88     -        10.312  (meters)      33.83   (feet)  ADJUSTED  
 AB0589  ___________________________________________________________________
 AB0589  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AB0589  DYNAMIC HT  -          10.295 (meters)      33.78  (feet)  COMP
 AB0589  MODELED GRAV-     979,039.0   (mgal)                       NAVD 88
 AB0589
 AB0589  VERT ORDER  -  FIRST     CLASS II
 AB0589
 AB0589.This mark is at Rio Grande Valley Intl (HRL) Airport (HRL)
 AB0589
 AB0589.The horizontal coordinates were scaled from a topographic map and have
 AB0589.an estimated accuracy of +/- 6 seconds.
 AB0589
 AB0589.The orthometric height was determined by differential leveling
 AB0589.and adjusted by the National Geodetic Survey in June 1991..
 AB0589
 AB0589.The geoid height was determined by GEOID03.
 AB0589
 AB0589.The dynamic height is computed by dividing the NAVD 88
 AB0589.geopotential number by the normal gravity value computed on the
 AB0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0589.degrees latitude (g = 980.6199 gals.).
 AB0589
 AB0589.The modeled gravity was interpolated from observed gravity values.
 AB0589
 AB0589;                    North         East    Units  Estimated Accuracy
 AB0589;SPC TX S     - 5,061,980.      383,440.      MT  (+/- 180 meters Scaled)
 AB0589
 AB0589                          SUPERSEDED SURVEY CONTROL
 AB0589
 AB0589.No superseded survey control is available for this station.
 AB0589
 AB0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ333011(NAD 83)
 AB0589_MARKER: Q = CHISELED SQUARE
 AB0589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0589_SP_SET: FOUNDATION
 AB0589_MARK LOGO: USE   
 AB0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0589
 AB0589  HISTORY     - Date     Condition        Report By
 AB0589  HISTORY     - UNK      MONUMENTED       CGS
 AB0589  HISTORY     - 1944     GOOD             NGS
 AB0589  HISTORY     - 1968     GOOD             NGS
 AB0589  HISTORY     - 1981     GOOD             NGS
 AB0589
 AB0589                          STATION DESCRIPTION
 AB0589
 AB0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 AB0589'IN HARLINGEN ARMY AIR FIELD.
 AB0589'AT HARLINGEN ARMY AIR FIELD, CAMERON COUNTY, 0.3 MILE EAST OF THE MAIN
 AB0589'GATE, 110 FEET EAST OF THE EAST SIDE OF THE POST HEADQUARTERS
 AB0589'BUILDING, AT A WATER TANK, AND ON THE SOUTHEAST CORNER OF THE CENTER
 AB0589'CONCRETE FOUNDATION.  A CHISELED SQUARE.
 AB0589
 AB0589                          STATION RECOVERY (1968)
 AB0589
 AB0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AB0589'RECOVERED IN GOOD CONDITION.
 AB0589
 AB0589                          STATION RECOVERY (1981)
 AB0589
 AB0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0589'1.4 KM (0.9 MI) EAST ALONG EAST TYLER AVENUE FROM THE CITY HALL IN
 AB0589'HARLINGEN, THENCE 0.8 KM (0.5 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77
 AB0589'ROUTE AND SUNSHINE STRIP, THENCE 2.9 KM (1.8 MI) NORTHEAST ALONG TEXAS
 AB0589'FARM ROAD 507 AND MORGAN BOULEVARD TO LOOP 499, THENCE 0.3 KM (0.2 MI)
 AB0589'NORTH ALONG FARM ROAD 507 TO THE MAIN ENTRANCE TO THE RIO GRANDE
 AB0589'VALLEY INTERNATIONAL AIRPORT, THENCE 0.5 KM (0.3 MI) EAST TO THE
 AB0589'AIRPORT WATER TANK, SET IN THE NORTHEAST CORNER OF THE CONCRETE
 AB0589'FOUNDATION OF THE STAND.
 AB0589'THE MARK IS 0.15 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5332 ***********************************************************************
 AW5332  DESIGNATION -  BM USE
 AW5332  PID         -  AW5332
 AW5332  STATE/COUNTY-  TX/GALVESTON
 AW5332  USGS QUAD   -  GALVESTON (1994)
 AW5332
 AW5332                         *CURRENT SURVEY CONTROL
 AW5332  ___________________________________________________________________
 AW5332* NAD 83(1986)-  29 22 00.     (N)    094 46 03.     (W)     SCALED    
 AW5332* NAVD 88     -         1.38   (+/-2cm)       4.5    (feet)  VERTCON   
 AW5332  ___________________________________________________________________
 AW5332  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW5332
 AW5332  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5332
 AW5332.The horizontal coordinates were scaled from a topographic map and have
 AW5332.an estimated accuracy of +/- 6 seconds.
 AW5332
 AW5332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5332.The vertical order pertains to the NGVD 29 superseded value.
 AW5332
 AW5332.The geoid height was determined by GEOID03.
 AW5332
 AW5332;                    North         East    Units  Estimated Accuracy
 AW5332;SPC TXSC     - 4,177,370.    1,010,800.      MT  (+/- 180 meters Scaled)
 AW5332
 AW5332                          SUPERSEDED SURVEY CONTROL
 AW5332
 AW5332  NGVD 29 (??/??/92)    1.376  (m)            4.51   (f) ADJ UNCH    1 2
 AW5332
 AW5332.Superseded values are not recommended for survey control.
 AW5332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5332.See file dsdata.txt to determine how the superseded data were derived.
 AW5332
 AW5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN284499(NAD 83)
 AW5332_MARKER: DD = SURVEY DISK
 AW5332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW5332
 AW5332  HISTORY     - Date     Condition        Report By
 AW5332  HISTORY     - UNK      MONUMENTED
 AW5332  HISTORY     - 1936     GOOD             NGS
 AW5332  HISTORY     - 20000510 MARK NOT FOUND   USPSQD
 AW5332  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 AW5332  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW5332
 AW5332                          STATION DESCRIPTION
 AW5332
 AW5332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW5332'IN PORT BOLIVAR.
 AW5332'AT THE PORT BOLIVAR LIGHT HOUSE, 55 FEET SOUTH OF THE SOUTH SIDE OF
 AW5332'THE LIGHT HOUSE, 12 FEET SOUTHEAST OF NO. 8 (USE 1890), 6 FEET WEST OF
 AW5332'THE WEST SIDE OF LIGHT HOUSE SIDEWALK, 5 FEET NORTH OF THE SOUTH FENCE
 AW5332'LINE AROUND LIGHT HOUSE, AND 6 FEET NORTHWEST OF GATE POST. THE BENCH
 AW5332'MARK IS A TABLET IN THE TOP OF A 4 INCH SQUARE CONCRETE POST THAT
 AW5332'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 AW5332
 AW5332                          STATION RECOVERY (2000)
 AW5332
 AW5332'RECOVERY NOTE BY US POWER SQUADRON 2000 (DM)
 AW5332'MARK NOT FOUND.
 AW5332
 AW5332                          STATION RECOVERY (2001)
 AW5332
 AW5332'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW5332'MARK NOT FOUND.
 AW5332
 AW5332                          STATION RECOVERY (2004)
 AW5332
 AW5332'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1970 ***********************************************************************
 AW1970  DESIGNATION -  BM USE
 AW1970  PID         -  AW1970
 AW1970  STATE/COUNTY-  TX/HARRIS
 AW1970  USGS QUAD   -  HIGHLANDS (1995)
 AW1970
 AW1970                         *CURRENT SURVEY CONTROL
 AW1970  ___________________________________________________________________
 AW1970* NAD 83(1986)-  29 45 16.     (N)    095 05 27.     (W)     SCALED    
 AW1970* NAVD 88     -         0.39   (+/-2cm)       1.3    (feet)  VERTCON   
 AW1970  ___________________________________________________________________
 AW1970  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1970
 AW1970  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1970
 AW1970.The horizontal coordinates were scaled from a topographic map and have
 AW1970.an estimated accuracy of +/- 6 seconds.
 AW1970
 AW1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1970.The vertical order pertains to the NGVD 29 superseded value.
 AW1970
 AW1970.The geoid height was determined by GEOID03.
 AW1970
 AW1970;                    North         East    Units  Estimated Accuracy
 AW1970;SPC TXSC     - 4,219,230.      977,990.      MT  (+/- 180 meters Scaled)
 AW1970
 AW1970                          SUPERSEDED SURVEY CONTROL
 AW1970
 AW1970  NGVD 29 (??/??/92)    0.391  (m)            1.28   (f) ADJ UNCH    1 2
 AW1970
 AW1970.Superseded values are not recommended for survey control.
 AW1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1970.See file dsdata.txt to determine how the superseded data were derived.
 AW1970
 AW1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN978934(NAD 83)
 AW1970_MARKER: DD = SURVEY DISK
 AW1970_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1970
 AW1970  HISTORY     - Date     Condition        Report By
 AW1970  HISTORY     - UNK      MONUMENTED       TXHD
 AW1970  HISTORY     - 1964     GOOD             NGS
 AW1970  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1970  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW1970
 AW1970                          STATION DESCRIPTION
 AW1970
 AW1970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1970'0.95 MI SW FROM LYNCHBURG.
 AW1970'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW1970'LANDING AT LYNCHBURG, THENCE 0.15 MILE WEST THROUGH THE SAN JACINTO
 AW1970'PARK GROUNDS TO A CONCRETE BULKHEAD ALONG THE HOUSTON SHIP CHANNEL,
 AW1970'ABOUT 0.15 MILE SOUTHWEST OF THE BATTLESHIP TEXAS, ABOUT 75 FEET
 AW1970'SOUTHWEST OF A CURVE IN THE BULKHEAD, 279 FEET NORTH-NORTHWEST OF A
 AW1970'MONUMENT COMMEMORATING GENERAL ANTONIO LOPEZ, AND SET IN THE TOP OF
 AW1970'THE CONCRETE BULKHEAD.
 AW1970
 AW1970                          STATION RECOVERY (2001)
 AW1970
 AW1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1970'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1970
 AW1970                          STATION RECOVERY (2004)
 AW1970
 AW1970'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3532 ***********************************************************************
 AW3532  DESIGNATION -  BM USE
 AW3532  PID         -  AW3532
 AW3532  STATE/COUNTY-  TX/HARRIS
 AW3532  USGS QUAD   -  HIGHLANDS (1995)
 AW3532
 AW3532                         *CURRENT SURVEY CONTROL
 AW3532  ___________________________________________________________________
 AW3532* NAD 83(1986)-  29 45 43.     (N)    095 04 51.     (W)     SCALED    
 AW3532* NAVD 88     -         0.40   (+/-2cm)       1.3    (feet)  VERTCON   
 AW3532  ___________________________________________________________________
 AW3532  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3532
 AW3532  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3532
 AW3532.The horizontal coordinates were scaled from a topographic map and have
 AW3532.an estimated accuracy of +/- 6 seconds.
 AW3532
 AW3532.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3532.The vertical order pertains to the NGVD 29 superseded value.
 AW3532
 AW3532.The geoid height was determined by GEOID03.
 AW3532
 AW3532;                    North         East    Units  Estimated Accuracy
 AW3532;SPC TXSC     - 4,220,090.      978,930.      MT  (+/- 180 meters Scaled)
 AW3532
 AW3532                          SUPERSEDED SURVEY CONTROL
 AW3532
 AW3532  NGVD 29 (??/??/92)    0.394  (m)            1.29   (f) ADJ UNCH    1 2
 AW3532
 AW3532.Superseded values are not recommended for survey control.
 AW3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3532.See file dsdata.txt to determine how the superseded data were derived.
 AW3532
 AW3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN988942(NAD 83)
 AW3532_MARKER: DD = SURVEY DISK
 AW3532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3532_SP_SET: SLAB
 AW3532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3532
 AW3532  HISTORY     - Date     Condition        Report By
 AW3532  HISTORY     - UNK      MONUMENTED       USE
 AW3532  HISTORY     - 1959     GOOD             NGS
 AW3532  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3532  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW3532  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW3532  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 AW3532
 AW3532                          STATION DESCRIPTION
 AW3532
 AW3532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3532'IN LYNCHBURG.
 AW3532'AT LYNCHBURG, 96 FEET SOUTHWEST OF THE FERRY LANDING ON THE SOUTHWEST
 AW3532'BANK OF THE HOUSTON SHIP CHANNEL, 2 FEET NORTHWEST OF THE CENTER LINE
 AW3532'OF STATE HIGHWAY 134, IN THE TOP AND CENTER OF THE CONCRETE SLAB.
 AW3532'NOTE-- BELIEVED DESTROYED DURING HURRICANE.
 AW3532
 AW3532                          STATION RECOVERY (1964)
 AW3532
 AW3532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3532'MARK NOT FOUND.
 AW3532
 AW3532                          STATION RECOVERY (1978)
 AW3532
 AW3532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3532'NOT RECOVERED.  MARK BELIEVED TO HAVE BEEN DESTROYED DUE TO PARK
 AW3532'CONSTRUCTION, DISK WAS NOT RECOVERED.
 AW3532
 AW3532                          STATION RECOVERY (2004)
 AW3532
 AW3532'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3532'GPS SHOWS THIS MARK IS UNDER WATER.
 AW3532
 AW3532                          STATION RECOVERY (2005)
 AW3532
 AW3532'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3532'GP SHOWS IT TO BE UNDER WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0712 ***********************************************************************
 BZ0712  DESIGNATION -  BM USE
 BZ0712  PID         -  BZ0712
 BZ0712  STATE/COUNTY-  TX/MCLENNAN
 BZ0712  USGS QUAD   -  ELM MOTT (1975)
 BZ0712
 BZ0712                         *CURRENT SURVEY CONTROL
 BZ0712  ___________________________________________________________________
 BZ0712* NAD 83(1986)-  31 38 30.     (N)    097 04 53.     (W)     SCALED    
 BZ0712* NAVD 88     -       143.259  (meters)     470.01   (feet)  ADJUSTED  
 BZ0712  ___________________________________________________________________
 BZ0712  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BZ0712  DYNAMIC HT  -         143.081 (meters)     469.42  (feet)  COMP
 BZ0712  MODELED GRAV-     979,394.2   (mgal)                       NAVD 88
 BZ0712
 BZ0712  VERT ORDER  -  FIRST     CLASS II
 BZ0712
 BZ0712.This mark is at Tstc Waco (CNW) Airport (CNW)
 BZ0712
 BZ0712.The horizontal coordinates were scaled from a topographic map and have
 BZ0712.an estimated accuracy of +/- 6 seconds.
 BZ0712
 BZ0712.The orthometric height was determined by differential leveling
 BZ0712.and adjusted by the National Geodetic Survey in June 1991..
 BZ0712
 BZ0712.The geoid height was determined by GEOID03.
 BZ0712
 BZ0712.The dynamic height is computed by dividing the NAVD 88
 BZ0712.geopotential number by the normal gravity value computed on the
 BZ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0712.degrees latitude (g = 980.6199 gals.).
 BZ0712
 BZ0712.The modeled gravity was interpolated from observed gravity values.
 BZ0712
 BZ0712;                    North         East    Units  Estimated Accuracy
 BZ0712;SPC TX C     - 3,223,450.    1,008,410.      MT  (+/- 180 meters Scaled)
 BZ0712
 BZ0712                          SUPERSEDED SURVEY CONTROL
 BZ0712
 BZ0712  NGVD 29 (??/??/92)  143.192  (m)          469.79   (f) ADJ UNCH    1 2
 BZ0712
 BZ0712.Superseded values are not recommended for survey control.
 BZ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0712.See file dsdata.txt to determine how the superseded data were derived.
 BZ0712
 BZ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA819023(NAD 83)
 BZ0712_MARKER: X = CHISELED CROSS
 BZ0712_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BZ0712_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BZ0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0712
 BZ0712  HISTORY     - Date     Condition        Report By
 BZ0712  HISTORY     - UNK      MONUMENTED       DOD
 BZ0712  HISTORY     - 1944     GOOD             NGS
 BZ0712  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0712  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0712  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0712  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0712
 BZ0712                          STATION DESCRIPTION
 BZ0712
 BZ0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BZ0712'IN JAMES CONNALLY AFB.
 BZ0712'AT JAMES CONNALLY AFB (FORMERLY WACO ARMY AIR FIELD), MCLENNAN COUNTY,
 BZ0712'AT THE EAST ENTRANCE TO THE POST EXCHANGE BUILDING, AT THE CENTER OF
 BZ0712'THE SIDEWALK, 7 INCHES BELOW THE SURFACE OF THE SIDEWALK. A CHISELED
 BZ0712'CROSS ON AN IRON CAP ON THE TOP OF AN IRON PIPE ENCASED IN CONCRETE,
 BZ0712'ACCESS TO WHICH IS HAD THROUGH A HOLE IN THE SIDEWALK PROTECTED BY A
 BZ0712'WOODEN COVER.
 BZ0712
 BZ0712                          STATION RECOVERY (1980)
 BZ0712
 BZ0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0712'BENCH MARK HAS BEEN COVERED OVER. NOT ACCESSIBLE FOR LEVELS.
 BZ0712
 BZ0712                          STATION RECOVERY (1995)
 BZ0712
 BZ0712'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0712'MARK NOT FOUND.
 BZ0712
 BZ0712                          STATION RECOVERY (2001)
 BZ0712
 BZ0712'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ0712'MARK NOT FOUND.
 BZ0712
 BZ0712                          STATION RECOVERY (2003)
 BZ0712
 BZ0712'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0823 ***********************************************************************
 CS0823  DESIGNATION -  BM USE
 CS0823  PID         -  CS0823
 CS0823  STATE/COUNTY-  TX/NAVARRO
 CS0823  USGS QUAD   -  EMHOUSE (1978)
 CS0823
 CS0823                         *CURRENT SURVEY CONTROL
 CS0823  ___________________________________________________________________
 CS0823* NAD 83(1986)-  32 12 38.     (N)    096 36 10.     (W)     SCALED    
 CS0823* NAVD 88     -       131.596  (meters)     431.74   (feet)  ADJUSTED  
 CS0823  ___________________________________________________________________
 CS0823  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CS0823  DYNAMIC HT  -         131.443 (meters)     431.24  (feet)  COMP
 CS0823  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 CS0823
 CS0823  VERT ORDER  -  SECOND    CLASS 0
 CS0823
 CS0823.The horizontal coordinates were scaled from a topographic map and have
 CS0823.an estimated accuracy of +/- 6 seconds.
 CS0823
 CS0823.The orthometric height was determined by differential leveling
 CS0823.and adjusted by the National Geodetic Survey in June 1991..
 CS0823
 CS0823.The geoid height was determined by GEOID03.
 CS0823
 CS0823.The dynamic height is computed by dividing the NAVD 88
 CS0823.geopotential number by the normal gravity value computed on the
 CS0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0823.degrees latitude (g = 980.6199 gals.).
 CS0823
 CS0823.The modeled gravity was interpolated from observed gravity values.
 CS0823
 CS0823;                    North         East    Units  Estimated Accuracy
 CS0823;SPC TXNC     - 2,061,930.      778,850.      MT  (+/- 180 meters Scaled)
 CS0823
 CS0823                          SUPERSEDED SURVEY CONTROL
 CS0823
 CS0823  NGVD 29 (??/??/92)  131.59   (m)          431.7    (f) COMPUTED    2 0
 CS0823
 CS0823.Superseded values are not recommended for survey control.
 CS0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0823.See file dsdata.txt to determine how the superseded data were derived.
 CS0823
 CS0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA259662(NAD 83)
 CS0823_MARKER: DD = SURVEY DISK
 CS0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0823+STABILITY: SURFACE MOTION
 CS0823
 CS0823  HISTORY     - Date     Condition        Report By
 CS0823  HISTORY     - UNK      MONUMENTED       DOD
 CS0823  HISTORY     - 1946     GOOD             NGS
 CS0823
 CS0823                          STATION DESCRIPTION
 CS0823
 CS0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0823'3.8 MI N FROM EMHOUSE.
 CS0823'ABOUT 3.6 MILES NORTHWEST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 CS0823'FROM THE STATION AT EMHOUSE, THENCE NORTHEAST 0.2 MILE ACROSS A
 CS0823'PASTURE TO THE TOP OF A LOW HILL AND SITE OF MARK, BENCH MARK IS ON
 CS0823'THE HIGHEST GROUND IN THE IMMEDIATE VICINITY, ABOUT 100 YARDS SOUTH OF
 CS0823'A FRAME HOUSE AND 1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST. A BRONZE
 CS0823'DISK NOT STAMPED SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CS0823'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0544 ***********************************************************************
 DM0544  DESIGNATION -  BM USGS
 DM0544  PID         -  DM0544
 DM0544  STATE/COUNTY-  TX/FANNIN
 DM0544  USGS QUAD   -  HONEY GROVE (1984)
 DM0544
 DM0544                         *CURRENT SURVEY CONTROL
 DM0544  ___________________________________________________________________
 DM0544* NAD 83(1986)-  33 34 20.     (N)    095 57 25.     (W)     SCALED    
 DM0544* NAVD 88     -       208.682  (meters)     684.65   (feet)  ADJUSTED  
 DM0544  ___________________________________________________________________
 DM0544  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DM0544  DYNAMIC HT  -         208.460 (meters)     683.92  (feet)  COMP
 DM0544  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 DM0544
 DM0544  VERT ORDER  -  SECOND    CLASS 0
 DM0544
 DM0544.The horizontal coordinates were scaled from a topographic map and have
 DM0544.an estimated accuracy of +/- 6 seconds.
 DM0544
 DM0544.The orthometric height was determined by differential leveling
 DM0544.and adjusted by the National Geodetic Survey in June 1991..
 DM0544
 DM0544.The geoid height was determined by GEOID03.
 DM0544
 DM0544.The dynamic height is computed by dividing the NAVD 88
 DM0544.geopotential number by the normal gravity value computed on the
 DM0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0544.degrees latitude (g = 980.6199 gals.).
 DM0544
 DM0544.The modeled gravity was interpolated from observed gravity values.
 DM0544
 DM0544;                    North         East    Units  Estimated Accuracy
 DM0544;SPC TXNC     - 2,214,170.      836,070.      MT  (+/- 180 meters Scaled)
 DM0544
 DM0544                          SUPERSEDED SURVEY CONTROL
 DM0544
 DM0544  NGVD 29 (??/??/92)  208.666  (m)          684.60   (f) ADJ UNCH    2 0
 DM0544
 DM0544.Superseded values are not recommended for survey control.
 DM0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0544.See file dsdata.txt to determine how the superseded data were derived.
 DM0544
 DM0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT255186(NAD 83)
 DM0544_MARKER: DD = SURVEY DISK
 DM0544_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0544_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DM0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0544
 DM0544  HISTORY     - Date     Condition        Report By
 DM0544  HISTORY     - UNK      MONUMENTED       USGS
 DM0544  HISTORY     - 1934     GOOD             NGS
 DM0544  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DM0544
 DM0544                          STATION DESCRIPTION
 DM0544
 DM0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0544'2.6 MI E FROM WINDOM.
 DM0544'2.6 MI E OF AND ALONG THE T P R R 4 POLES E OF MILE POST 115. N OF
 DM0544'TRACK.  2 FEET INSIDE OF FENCE LINE.  NOTHING IS STAMPED ON THE DISK.
 DM0544
 DM0544                          STATION RECOVERY (1994)
 DM0544
 DM0544'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0489 ***********************************************************************
 AN0489  DESIGNATION -  BM WELL
 AN0489  PID         -  AN0489
 AN0489  STATE/COUNTY-  TX/VICTORIA
 AN0489  USGS QUAD   -  PLACEDO (1995)
 AN0489
 AN0489                         *CURRENT SURVEY CONTROL
 AN0489  ___________________________________________________________________
 AN0489* NAD 83(1986)-  28 42 38.     (N)    096 47 35.     (W)     SCALED    
 AN0489* NAVD 88     -        13.72   (+/-2cm)      45.0    (feet)  VERTCON   
 AN0489  ___________________________________________________________________
 AN0489  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0489
 AN0489  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0489
 AN0489.The horizontal coordinates were scaled from a topographic map and have
 AN0489.an estimated accuracy of +/- 6 seconds.
 AN0489
 AN0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0489.The vertical order pertains to the NGVD 29 superseded value.
 AN0489
 AN0489.The geoid height was determined by GEOID03.
 AN0489
 AN0489;                    North         East    Units  Estimated Accuracy
 AN0489;SPC TXSC     - 4,099,260.      815,610.      MT  (+/- 180 meters Scaled)
 AN0489
 AN0489                          SUPERSEDED SURVEY CONTROL
 AN0489
 AN0489  NGVD 29 (??/??/92)   13.847  (m)           45.43   (f) ADJ UNCH    1 1
 AN0489
 AN0489.Superseded values are not recommended for survey control.
 AN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0489.See file dsdata.txt to determine how the superseded data were derived.
 AN0489
 AN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS155779(NAD 83)
 AN0489_MARKER: Z = SEE DESCRIPTION
 AN0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0489_SP_SET: WELL CASING
 AN0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0489
 AN0489  HISTORY     - Date     Condition        Report By
 AN0489  HISTORY     - UNK      MONUMENTED       CGS
 AN0489  HISTORY     - 1972     GOOD             NGS
 AN0489  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0489
 AN0489                          STATION DESCRIPTION
 AN0489
 AN0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0489'2.65 MI NE FROM PLACEDO.
 AN0489'ABOUT 2.65 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AN0489'THE CROSSING OF U.S. HIGHWAY 87 AT PLACEDO, ABOUT 0.1 MILE SOUTHEAST
 AN0489'OF THE TRACK, 302 FEET SOUTHEAST OF THE CENTER LINE OF FARM-TO-MARKET
 AN0489'ROAD 616, 171 1/2 FEET SOUTHEAST OF THE EAST CORNER OF A FENCE, 229
 AN0489'1/2 FEET SOUTHEAST OF BENCH MARK P 1196, AND IS THE HIGH POINT IN THE
 AN0489'CENTER OF A 10-INCH VALVE WHEEL WHICH IS CEMENTED ON THE TOP OF A
 AN0489'6-INCH ABANDONED WATER WELL CASING THAT PROJECTS 14 INCHES ABOVE THE
 AN0489'SURFACE OF THE GROUND.  NOTE-- THE WELL IS ON THE PROPERTY OF P.R.
 AN0489'RUTHERFORD (HEEP OIL CORP).
 AN0489
 AN0489                          STATION RECOVERY (1978)
 AN0489
 AN0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0489'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7082 ***********************************************************************
 AC7082  SACS        -  This is a Secondary Airport Control Station.
 AC7082  DESIGNATION -  BMT A
 AC7082  PID         -  AC7082
 AC7082  STATE/COUNTY-  TX/JEFFERSON
 AC7082  USGS QUAD   -  BEAUMONT WEST (1994)
 AC7082
 AC7082                         *CURRENT SURVEY CONTROL
 AC7082  ___________________________________________________________________
 AC7082* NAD 83(1993)-  30 04 17.21284(N)    094 12 55.76761(W)     ADJUSTED  
 AC7082* NAVD 88     -         9.06   (meters)      29.7    (feet)  GPS OBS   
 AC7082  ___________________________________________________________________
 AC7082  X           -    -406,077.604 (meters)                     COMP
 AC7082  Y           -  -5,509,331.140 (meters)                     COMP
 AC7082  Z           -   3,177,221.149 (meters)                     COMP
 AC7082  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AC7082  ELLIP HEIGHT-         -18.43  (meters)          (03/15/01) GPS OBS
 AC7082  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AC7082
 AC7082  HORZ ORDER  -  FIRST
 AC7082  ELLP ORDER  -  FOURTH    CLASS II
 AC7082
 AC7082.This mark is at Beaumont Muni (BMT) Airport (BMT)
 AC7082
 AC7082.The horizontal coordinates were established by GPS observations
 AC7082.and adjusted by the National Geodetic Survey in March 1997..
 AC7082
 AC7082.The orthometric height was determined by GPS observations and a
 AC7082.high-resolution geoid model.
 AC7082
 AC7082.GPS derived orthometric heights for airport stations designated as
 AC7082.PACS or SACS are published to 2 decimal places.  This maintains
 AC7082.centimeter relative accuracy between the PACS and SACS.  It does
 AC7082.not indicate centimeter accuracy relative to other marks which are
 AC7082.part of the NAVD 88 network.
 AC7082
 AC7082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7082
 AC7082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7082
 AC7082.The ellipsoidal height was determined by GPS observations
 AC7082.and is referenced to NAD 83.
 AC7082
 AC7082.The geoid height was determined by GEOID03.
 AC7082
 AC7082;                    North         East     Units Scale Factor Converg.
 AC7082;SPC TXSC     - 4,257,483.082 1,061,154.700   MT  0.99994566   +2 20 38.4
 AC7082;SPC TXSC     -13,968,092.41  3,481,471.71   sFT  0.99994566   +2 20 38.4
 AC7082;UTM  15      - 3,327,325.138   382,848.366   MT  0.99976932   -0 36 32.9
 AC7082
 AC7082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7082!SPC TXSC     -   1.00000289  x   0.99994566  =   0.99994855
 AC7082!UTM  15      -   1.00000289  x   0.99976932  =   0.99977221
 AC7082
 AC7082|---------------------------------------------------------------------|
 AC7082| PID    Reference Object                     Distance      Geod. Az  |
 AC7082|                                                           dddmmss.s |
 AC7082| BL2310 BEAUPORT                            387.539 METERS 13746     |
 AC7082|---------------------------------------------------------------------|
 AC7082
 AC7082                          SUPERSEDED SURVEY CONTROL
 AC7082
 AC7082  ELLIP H (03/21/97)  -18.29   (m)                       GP(       ) 4 2
 AC7082
 AC7082.Superseded values are not recommended for survey control.
 AC7082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7082.See file dsdata.txt to determine how the superseded data were derived.
 AC7082
 AC7082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8284827325(NAD 83)
 AC7082_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7082_STAMPING: BMT A 1995
 AC7082_MARK LOGO: NGS   
 AC7082_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7082+STABILITY: SURFACE MOTION
 AC7082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7082+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC7082
 AC7082  HISTORY     - Date     Condition        Report By
 AC7082  HISTORY     - 1995     MONUMENTED       NGS
 AC7082
 AC7082                          STATION DESCRIPTION
 AC7082
 AC7082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AC7082'THE STATION IS LOCATED AT THE WEST SIDE OF BEAUMONT AT THE BEAUMONT
 AC7082'MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF BEAUMONT.  FOR ACCESS TO THE
 AC7082'AIRPORT CONTACT MR.  DONALD S.  LEWIS, AIRPORT MANAGER, 455 KEITH
 AC7082'ROAD, BEAUMONT, TX 77713.  PHONE (409) 866-0084.  TO REACH THE STATION
 AC7082'FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S HIGHWAY 90 IN
 AC7082'BEAUMONT, GO WEST ON U.S.  HIGHWAY 90 FOR 3.5 MI (5.6 KM) TO FARM ROAD
 AC7082'364.  CONTINUE AHEAD FOR 1.25 MI (2.01 KM) CROSSING THE CULVERT TO
 AC7082'KEITH ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH FOR 0.35 MI
 AC7082'(0.56 KM) TO A DRIVEWAY ON THE LEFT.  TURN LEFT TO THE TERMINAL 0.1 MI
 AC7082'(0.2 KM) AHEAD.  PASS THROUGH THE GATE AT THE AIRPORT TERMINAL AND GO
 AC7082'SOUTHWEST ACROSS THE APRON TO A TAXIWAY AND THE PARALLEL TAXIWAY. TURN
 AC7082'RIGHT ON TO THE PARALLEL TAXIWAY AND PROCEED FOR 0.25 MI (0.40 KM) TO
 AC7082'THE MIDFIELD CONNECTOR ON THE LEFT AND THE STATION ON THE RIGHT.  THE
 AC7082'STATION IS 52.9 M (173.6 FT) SOUTH-SOUTHEAST OF A WIND TETRAHEDRON,
 AC7082'24.4 M (80.1 FT) NORTH-NORTHWEST OF THE TAXIWAY LIGHT SOUTHEAST OF TH
 AC7082'MIDFIELD CONNECTOR, 24.5 M (80.4 FT) EAST OF THE TAXIWAY LIGHT
 AC7082'NORTHWEST OF THE MIDFIELD CONNECTOR, AND ON LINE, 22.1 M (72.5 FT)
 AC7082'NORTH-NORTHEAST OF THE CENTERLINE INTERSECTION OF MIDFIELD CONNECTOR
 AC7082'AND PARALLEL TAXIWAY.  THIS STATION HAS BEEN SELECTED AS THE SECONDARY
 AC7082'AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1622 ***********************************************************************
 AE1622  DESIGNATION -  BOARD
 AE1622  PID         -  AE1622
 AE1622  STATE/COUNTY-  TX/JIM HOGG
 AE1622  USGS QUAD   -  AGUA NUEVA (1972)
 AE1622
 AE1622                         *CURRENT SURVEY CONTROL
 AE1622  ___________________________________________________________________
 AE1622* NAD 83(1993)-  26 58 59.61894(N)    098 30 25.24059(W)     ADJUSTED  
 AE1622* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 AE1622  ___________________________________________________________________
 AE1622  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AE1622  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AE1622
 AE1622  HORZ ORDER  -  THIRD
 AE1622
 AE1622.The horizontal coordinates were established by classical geodetic methods
 AE1622.and adjusted by the National Geodetic Survey in February 1996..
 AE1622
 AE1622.The orthometric height was scaled from a topographic map.
 AE1622
 AE1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1622
 AE1622.The geoid height was determined by GEOID03.
 AE1622
 AE1622;                    North         East     Units Scale Factor Converg.
 AE1622;SPC TX S     - 5,145,863.679   299,304.067   MT  0.99989484   -0 00 11.5
 AE1622;SPC TX S     -16,882,721.09    981,966.76   sFT  0.99989484   -0 00 11.5
 AE1622;UTM  14      - 2,984,673.027   548,919.581   MT  0.99962954   +0 13 25.3
 AE1622
 AE1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1622!SPC TX S     -   0.99998680  x   0.99989484  =   0.99988164
 AE1622!UTM  14      -   0.99998680  x   0.99962954  =   0.99961634
 AE1622
 AE1622|---------------------------------------------------------------------|
 AE1622| PID    Reference Object                     Distance      Geod. Az  |
 AE1622|                                                           dddmmss.s |
 AE1622| CV2974 BOARD RM 1                           38.130 METERS 05421     |
 AE1622| CV2975 BOARD RM 2                           32.468 METERS 30439     |
 AE1622| CV2973 BOARD AZ MK                                        3134112.7 |
 AE1622|---------------------------------------------------------------------|
 AE1622
 AE1622                          SUPERSEDED SURVEY CONTROL
 AE1622
 AE1622  NAD 83(1986)-  26 58 59.62493(N)    098 30 25.21077(W) AD(       ) 3
 AE1622  NAD 27      -  26 58 58.45030(N)    098 30 24.15320(W) AD(       ) 3
 AE1622
 AE1622.Superseded values are not recommended for survey control.
 AE1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1622.See file dsdata.txt to determine how the superseded data were derived.
 AE1622
 AE1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4892084673(NAD 83)
 AE1622_MARKER: DS = TRIANGULATION STATION DISK
 AE1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1622
 AE1622  HISTORY     - Date     Condition        Report By
 AE1622  HISTORY     - 1961     MONUMENTED       CGS
 AE1622
 AE1622                          STATION DESCRIPTION
 AE1622
 AE1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1622'THE STATION IS APPROXIMATELY 24-1/2 MILES SOUTHEAST OF
 AE1622'HEBBRONVILLE, 8-3/4 MILES NORTHEAST OF AGUA NUEVA AND 4-3/4
 AE1622'MILES EAST OF FARM ROAD 1017, ON THE PROPERTY OF THE EAST
 AE1622'BROTHERS RANCH.
 AE1622'
 AE1622'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 285
 AE1622'AND FARM ROAD 1017 ABOUT 1.5 MILES SOUTHEAST OF HEBBRONVILLE,
 AE1622'GO SOUTH ON ROAD 1017 FOR 20.2 MILES TO A SIDE ROAD ON THE
 AE1622'LEFT AND A MAIL BOX ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 AE1622'FOR 1.25 MILES TO AN IRON ROD GATE ON THE LEFT.  TURN LEFT,
 AE1622'THROUGH THE GATE AND GO EAST ON THE CLICHE ROAD FOR 1.55
 AE1622'MILES TO A FORK.  BEAR RIGHT, ON THE SANDY ROAD FOR 1.0 MILE
 AE1622'TO A LOCKED GATE.  PASS THROUGH THE GATE AND CONTINUE EAST
 AE1622'AND SOUTHEAST FOR 2.8 MILES TO THE AZIMUTH MARK ON THE LEFT.
 AE1622'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A BOARD GATE AND THE
 AE1622'STATION ON THE LEFT.
 AE1622'
 AE1622'STATION MARKS ARE STANDARD DISKS STAMPED BOARD 1961.  THE
 AE1622'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1622'3 INCHES.  IT IS 82 FEET NORTH OF THE CENTER OF THE GATE,
 AE1622'74 FEET NORTHEAST OF THE CENTER OF THE SAND ROAD, 39 FEET
 AE1622'NORTHWEST OF A FENCE AND 3 FEET NORTH OF A METAL WITNESS POST.
 AE1622'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AE1622'42 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1622'
 AE1622'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOARD NO 1 1961,
 AE1622'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AE1622'IT IS 6 INCHES NORTHWEST OF THE FENCE.
 AE1622'
 AE1622'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOARD NO 2 1961,
 AE1622'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AE1622'IT IS 145.5 FEET NORTHWEST OF THE FENCE AND 87 FEET NORTHEAST
 AE1622'OF THE CENTER OF THE SAND ROAD.
 AE1622'
 AE1622'AZIMUTH MARK, A STANDARD DISK STAMPED BOARD 1961, IS SET IN
 AE1622'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 25.5
 AE1622'FEET NORTHEAST OF THE CENTER OF THE SAND ROAD AND 2 FEET
 AE1622'SOUTHEAST OF A METAL WITNESS POST.
 AE1622'
 AE1622'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1622'
 AE1622'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0745 ***********************************************************************
 CC0745  DESIGNATION -  BOBCAT
 CC0745  PID         -  CC0745
 CC0745  STATE/COUNTY-  TX/CROCKETT
 CC0745  USGS QUAD   -  MC CAMEY SOUTH (1972)
 CC0745
 CC0745                         *CURRENT SURVEY CONTROL
 CC0745  ___________________________________________________________________
 CC0745* NAD 83(1993)-  31 03 27.73176(N)    102 13 21.51039(W)     ADJUSTED  
 CC0745* NAVD 88     -       783.     (meters)    2569.     (feet)  SCALED    
 CC0745  ___________________________________________________________________
 CC0745  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 CC0745  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 CC0745
 CC0745  HORZ ORDER  -  SECOND
 CC0745
 CC0745.The horizontal coordinates were established by classical geodetic methods
 CC0745.and adjusted by the National Geodetic Survey in February 1996..
 CC0745
 CC0745.The orthometric height was scaled from a topographic map.
 CC0745
 CC0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0745
 CC0745.The geoid height was determined by GEOID03.
 CC0745
 CC0745;                    North         East     Units Scale Factor Converg.
 CC0745;SPC TX C     - 3,155,734.519   519,701.639   MT  0.99988222   -0 58 23.2
 CC0745;SPC TX C     -10,353,439.00  1,705,054.46   sFT  0.99988222   -0 58 23.2
 CC0745;UTM  13      - 3,439,312.495   765,032.559   MT  1.00046653   +1 26 01.2
 CC0745
 CC0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0745!SPC TX C     -   0.99988071  x   0.99988222  =   0.99976294
 CC0745!UTM  13      -   0.99988071  x   1.00046653  =   1.00034718
 CC0745
 CC0745:                Primary Azimuth Mark                     Grid Az
 CC0745:SPC TX C     -  MC CAMEY MUNICIPAL TANK                  001 42 35.7
 CC0745:UTM  13      -  MC CAMEY MUNICIPAL TANK                  359 18 11.3
 CC0745
 CC0745|---------------------------------------------------------------------|
 CC0745| PID    Reference Object                     Distance      Geod. Az  |
 CC0745|                                                           dddmmss.s |
 CC0745| CC0746 MC CAMEY MUNICIPAL TANK             APPROX. 8.4 KM 0004412.5 |
 CC0745| CH8432 BOBCAT RM 1                          24.655 METERS 02754     |
 CC0745| CH8431 BOBCAT AZ MK                                       0382800.8 |
 CC0745| CH8433 BOBCAT RM 2                          20.337 METERS 13956     |
 CC0745|---------------------------------------------------------------------|
 CC0745
 CC0745                          SUPERSEDED SURVEY CONTROL
 CC0745
 CC0745  NAD 83(1986)-  31 03 27.74027(N)    102 13 21.50101(W) AD(       ) 2
 CC0745  NAD 27      -  31 03 27.19900(N)    102 13 20.01500(W) AD(       ) 2
 CC0745
 CC0745.Superseded values are not recommended for survey control.
 CC0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0745.See file dsdata.txt to determine how the superseded data were derived.
 CC0745
 CC0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ6503339312(NAD 83)
 CC0745_MARKER: DS = TRIANGULATION STATION DISK
 CC0745_SETTING: 0 = UNSPECIFIED SETTING
 CC0745
 CC0745  HISTORY     - Date     Condition        Report By
 CC0745  HISTORY     - 1943     MONUMENTED       CGS
 CC0745
 CC0745                          STATION DESCRIPTION
 CC0745
 CC0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0745'STATION IS ABOUT 5-1/2 MILES, AIRLINE, SOUTH OF MC CAMEY AND TWO
 CC0745'MILES NORTH OF THE PECOS RIVER.  ON THE SOUTHERN AND HIGHEST
 CC0745'PEAK OF A CHAIN OF HILLS KNOWN LOCALLY AS THE BOBCAT HILLS.
 CC0745'ON LAND OWNED BY MR. TIPPETT.
 CC0745'
 CC0745'TO REACH FROM THE CAUTION LIGHT ON U.S. HIGHWAY NO. 67 IN
 CC0745'MC CAMEY, GO SOUTH ON OILED ROAD FOR 4.0 MILES TO A WOODEN
 CC0745'GATE ON THE RIGHT, 0.9 MILE SOUTH OF A CONCRETE BRIDGE.  TURN
 CC0745'RIGHT THROUGH GATE AND FOLLOW MAIN RANCH ROAD 1.5 MILES TO A
 CC0745'FORK JUST BEFORE REACHING A GATE LEADING TO A HOUSE.  TAKE RIGHT
 CC0745'FORK FOR 0.05 MILE TO A GATE BACK OF THE HOUSE WITH HIGH PIPE
 CC0745'GATE POSTS.  PASS THROUGH THIS GATE GOING TO LEFT OF
 CC0745'WINDMILL AND TANK AND CONTINUE FOR 85 YARDS TO FORK.  TAKE
 CC0745'LEFT FORK ON THE MAIN TRACK ROAD FOR 50 YARDS TO FORK.  TAKE
 CC0745'RIGHT FORK ON MAIN ROAD FOR 0.15 MILE TO PLACE WHERE ROAD
 CC0745'CURVES TO RIGHT AND PARALLELS LIGHT AND TELEPHONE LINES.
 CC0745'CONTINUE ON MAIN TRACK ROAD TO WHERE MAIN ROAD CURVES
 CC0745'UNDER LIGHT AND TELEPHONE LINE AND A DIM TRACK ROAD
 CC0745'CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON
 CC0745'DIM ROAD TO THE SECOND TELEPHONE POLE WHICH IS NO. 28.
 CC0745'FROM THIS POINT THE STATION IS ABOUT 2.0 MILES AWAY AT
 CC0745'MAGNETIC BEARING 228.  GO SOUTH-SOUTHWEST, 207 DEG MAGNETIC
 CC0745'FOR 0.55 MILES, PASSING OVER THE TOP OF A SMALL KNOLL TO
 CC0745'THE SOUTHEAST END OF A HIGHER KNOLL.  FROM THE END OF
 CC0745'THIS KNOLL THE END OF TRUCK TRAVEL IS ABOUT 0.6 MILES AT
 CC0745'MAGNETIC BEARING 236 DEG.  CIRCLE TO THE LEFT, PASSING TO THE
 CC0745'ENDS OF THE DEEPEST WASHES IN THE CENTER OF THE DRAW TO THE
 CC0745'SOUTHEAST SIDE OF THE HIGHEST HILL IN THE VICINITY.  FROM
 CC0745'THE END OF TRUCK TRAVEL PACK NORTHWEST TO THE TOP OF THE
 CC0745'RIDGE THEN CONTINUE NORTHWEST TO PLACE WHERE FENCE
 CC0745'CROSSES TOP OF THE RIDGE.  CROSS FENCE AND CONTINUE NORTHWEST
 CC0745'FOR 50 YARDS TO HIGHEST POINT ON HILL AND STATION.
 CC0745'
 CC0745'A STANDARD TRIANGULATION STATION DISK CEMENTED IN TOP OF A
 CC0745'CAST IRON SEWER PIPE.  STAMPED BOBCAT 1943.  PIPE PROJECTS SIX
 CC0745'INCHES.
 CC0745'
 CC0745'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  A STANDARD
 CC0745'REFERENCE DISK SET IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH
 CC0745'GROUND.  STAMPED BOBCAT 1943 NO 1.
 CC0745'
 CC0745'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  A STANDARD
 CC0745'REFERENCE DISK CEMENTED IN TOP OF A CAST IRON SEWER PIPE.
 CC0745'STAMPED BOBCAT 1943 NO 2.  PIPE PROJECTS SIX INCHES.
 CC0745'
 CC0745'AZIMUTH MARK IS 1.0 MILE NORTHEAST OF STATION.  140 YARDS
 CC0745'SOUTHEAST OF FARM HOUSE MENTIONED IN DESCRIPTION.  13 FEET
 CC0745'WEST OF A DOUBLE POWER POLE WITH TRANSFORMER MOUNTED ON
 CC0745'PLATFORM.  A STANDARD AZIMUTH DISK SET IN A CONCRETE POST.
 CC0745'STAMPED BOBCAT 1943.  POST PROJECTS TWO INCHES.
 CC0745'
 CC0745'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1089 ***********************************************************************
 CA1089  DESIGNATION -  BOBCAT ET
 CA1089  PID         -  CA1089
 CA1089  STATE/COUNTY-  TX/SAN SABA
 CA1089  USGS QUAD   -  PECAN SPRINGS (1979)
 CA1089
 CA1089                         *CURRENT SURVEY CONTROL
 CA1089  ___________________________________________________________________
 CA1089* NAD 83(1993)-  31 01 36.99312(N)    099 03 20.36453(W)     ADJUSTED  
 CA1089* NAVD 88     -       520.9    (meters)    1709.     (feet)  VERTCON   
 CA1089  ___________________________________________________________________
 CA1089  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CA1089  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CA1089
 CA1089  HORZ ORDER  -  THIRD
 CA1089
 CA1089.The horizontal coordinates were established by classical geodetic methods
 CA1089.and adjusted by the National Geodetic Survey in February 1996..
 CA1089
 CA1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1089
 CA1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1089
 CA1089.The geoid height was determined by GEOID03.
 CA1089
 CA1089;                    North         East     Units Scale Factor Converg.
 CA1089;SPC TX C     - 3,151,493.824   821,972.137   MT  0.99988184   +0 39 29.1
 CA1089;SPC TX C     -10,339,525.99  2,696,753.59   sFT  0.99988184   +0 39 29.1
 CA1089;UTM  14      - 3,432,589.179   494,688.157   MT  0.99960035   -0 01 43.3
 CA1089
 CA1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1089!SPC TX C     -   0.99992188  x   0.99988184  =   0.99980372
 CA1089!UTM  14      -   0.99992188  x   0.99960035  =   0.99952226
 CA1089
 CA1089:                Primary Azimuth Mark                     Grid Az
 CA1089:SPC TX C     -  CAPPS ET                                 195 03 34.1
 CA1089:UTM  14      -  CAPPS ET                                 195 44 46.5
 CA1089
 CA1089|---------------------------------------------------------------------|
 CA1089| PID    Reference Object                     Distance      Geod. Az  |
 CA1089|                                                           dddmmss.s |
 CA1089| BN0714 CAPPS ET                            APPROX. 9.0 KM 1954303.2 |
 CA1089|---------------------------------------------------------------------|
 CA1089
 CA1089                          SUPERSEDED SURVEY CONTROL
 CA1089
 CA1089  NAD 83(1986)-  31 01 37.00272(N)    099 03 20.34947(W) AD(       ) 3
 CA1089  NAD 27      -  31 01 36.39832(N)    099 03 19.17256(W) AD(       ) 3
 CA1089  NGVD 29 (07/19/86)  520.8    (m)         1709.     (f) VERT ANG       
 CA1089
 CA1089.Superseded values are not recommended for survey control.
 CA1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1089.See file dsdata.txt to determine how the superseded data were derived.
 CA1089
 CA1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV9468832589(NAD 83)
 CA1089_MARKER: DD = SURVEY DISK
 CA1089_SETTING: 66 = SET IN ROCK OUTCROP
 CA1089_SP_SET: SET IN BEDROCK
 CA1089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1089+STABILITY: POSITION/ELEVATION WELL
 CA1089
 CA1089  HISTORY     - Date     Condition        Report By
 CA1089  HISTORY     - 1961     MONUMENTED       USGS
 CA1089
 CA1089                          STATION DESCRIPTION
 CA1089
 CA1089'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CA1089'LOCATED ABOUT 18 MI. (AIRLINE) ESE. OF BRADY, TEXAS, AND 8 MI.
 CA1089'(AIRLINE) NNE. OF FREDONIA, TEXAS, ON HIGHEST PART OF ROUND-TOPPED
 CA1089'HILL.
 CA1089'
 CA1089'TO REACH STATION FROM COURTHOUSE AT BRADY, TEXAS, DRIVE S. ON U.S.
 CA1089'HIGHWAY 87-377 2.8 MI. TO JUNCTION WITH FARM ROAD 734, TURN LEFT AND
 CA1089'CONTINUE E. AND SE. ON FARM ROAD 734 20 MI. TO FREDONIA, TEXAS, TURN
 CA1089'LEFT AND DRIVE E. ON FARM ROAD 734 1.1 MI. TO DIRT RD. LEADING N.,
 CA1089'TURN LEFT AND GO N. ON MAIN TRAVELED RD. 2.3 MI. TO T-RD. E., CONTINUE
 CA1089'N. ON MAIN TRAVELED RD. 5.0 MI. TO RD. FORK, KEEP LEFT THROUGH GATE
 CA1089'0.4 MI. TO SADDLE AND END OF TRUCK TRAVEL.  PACK E. ABOUT 0.25 MI. TO
 CA1089'TOP AND STATION.
 CA1089'
 CA1089'STATION MARK--STANDARD TABLET CEMENTED IN BEDROCK, STAMPED
 CA1089'---BOBCAT-ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1224 ***********************************************************************
 DN1224  DESIGNATION -  BODDIE
 DN1224  PID         -  DN1224
 DN1224  STATE/COUNTY-  TX/GRAYSON
 DN1224  USGS QUAD   -  SHERMAN (1974)
 DN1224
 DN1224                         *CURRENT SURVEY CONTROL
 DN1224  ___________________________________________________________________
 DN1224* NAD 83(1993)-  33 38 14.12233(N)    096 31 54.73402(W)     ADJUSTED  
 DN1224* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 DN1224  ___________________________________________________________________
 DN1224  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 DN1224  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DN1224
 DN1224  HORZ ORDER  -  THIRD
 DN1224
 DN1224.The horizontal coordinates were established by classical geodetic methods
 DN1224.and adjusted by the National Geodetic Survey in February 1996..
 DN1224
 DN1224.The orthometric height was scaled from a topographic map.
 DN1224
 DN1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1224
 DN1224.The geoid height was determined by GEOID03.
 DN1224
 DN1224;                    North         East     Units Scale Factor Converg.
 DN1224;SPC TXNC     - 2,220,233.431   782,570.017   MT  0.99992473   +1 04 24.3
 DN1224;SPC TXNC     - 7,284,215.85  2,567,481.80   sFT  0.99992473   +1 04 24.3
 DN1224;UTM  14      - 3,724,669.065   728,918.230   MT  1.00024609   +1 22 04.0
 DN1224
 DN1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1224!SPC TXNC     -   0.99997112  x   0.99992473  =   0.99989585
 DN1224!UTM  14      -   0.99997112  x   1.00024609  =   1.00021720
 DN1224
 DN1224:                Primary Azimuth Mark                     Grid Az
 DN1224:SPC TXNC     -  BODDIE AZ MK                             151 06 23.2
 DN1224:UTM  14      -  BODDIE AZ MK                             150 48 43.5
 DN1224
 DN1224|---------------------------------------------------------------------|
 DN1224| PID    Reference Object                     Distance      Geod. Az  |
 DN1224|                                                           dddmmss.s |
 DN1224| CX9783 BODDIE AZ MK                                       1521047.5 |
 DN1224| CX9784 BODDIE RM 1                          12.730 METERS 17343     |
 DN1224| CX9785 BODDIE RM 2                           6.998 METERS 27920     |
 DN1224|---------------------------------------------------------------------|
 DN1224
 DN1224                          SUPERSEDED SURVEY CONTROL
 DN1224
 DN1224  NAD 83(1993)-  33 38 14.12393(N)    096 31 54.72929(W) AD(       ) 3
 DN1224  NAD 83(1986)-  33 38 14.13027(N)    096 31 54.72676(W) AD(       ) 3
 DN1224  NAD 27      -  33 38 13.75000(N)    096 31 53.76610(W) AD(       ) 3
 DN1224
 DN1224.Superseded values are not recommended for survey control.
 DN1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1224.See file dsdata.txt to determine how the superseded data were derived.
 DN1224
 DN1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2891824669(NAD 83)
 DN1224_MARKER: DS = TRIANGULATION STATION DISK
 DN1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1224
 DN1224  HISTORY     - Date     Condition        Report By
 DN1224  HISTORY     - 1957     MONUMENTED       CGS
 DN1224  HISTORY     - 1958     GOOD             CGS
 DN1224
 DN1224                          STATION DESCRIPTION
 DN1224
 DN1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1224'THE STATION IS LOCATED ABOUT 7 MILES WEST OF BELLS, ABOUT 4 MILES
 DN1224'EAST OF SHERMAN, 18 FEET NORTH OF CENTER OF A GRAVEL ROAD,
 DN1224'15 FEET SOUTH OF A POWERLINE POLE AND 15 FEET SOUTHEAST
 DN1224'OF A 24-INCH TREE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 DN1224'GROUND AND IS STAMPED BODDIE 1957.
 DN1224'
 DN1224'REFERENCE MARK NO. 1 IS 13 FEET SOUTH OF CENTER OF A GRAVEL
 DN1224'ROAD, 4 FEET WEST OF A POWERLINE POLE AND IS SET IN A EAST-WEST
 DN1224'FENCE LINE.  IT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 DN1224'GROUND AND IS STAMPED BODDIE NO 1 1957.
 DN1224'
 DN1224'REFERENCE MARK NO. 2 IS 15 FEET NORTH OF CENTER OF A GRAVEL
 DN1224'ROAD AND 12 FEET SOUTHWEST FO A 24-INCH TREE.  IT IS SET FLUSH
 DN1224'WITH THE SURFACE OF THE GROUND AND IS STAMPED BODDIE NO 2
 DN1224'1957.
 DN1224'
 DN1224'AZIMUTH MARK IS 8 FEET NORTH-NORTHEAST OF A POWERLINE POLE,
 DN1224'48 FEET NORTH OF U.S. HIGHWAY NO. 82, 98 FEET WEST OF THE
 DN1224'SOUTHWEST CORNER OF A CONOCO STATION AND SET IN A NORTH-SOUTH FENCE
 DN1224'LINE.  IT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND
 DN1224'AND IS STAMPED BODDIE 1957.
 DN1224'
 DN1224'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 DN1224'IN SHERMAN, GO EAST ON U.S. HIGHWAY NO. 82 FOR 1.2 MILES
 DN1224'TO THE JUNCTION OF FARM ROAD NO. 697, CONTINUE EAST ON U.S.
 DN1224'HIGHWAY NO. 82 FOR 3.1 MILES TO A SIDE ROAD LEFT, TURN LEFT
 DN1224'AND GO NORTH FOR 0.15 MILE TO A SHARP CURVE TO THE EAST,
 DN1224'CONTINUE EAST FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 DN1224'
 DN1224'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.15
 DN1224'MILE TO A SHARP CURVE TO THE SOUTH, CONTINUE SOUTH FOR 0.15
 DN1224'MILE TO THE INTERSECTION OF U.S. HIGHWAY NO. 82, TURN LEFT
 DN1224'AND GO EAST FOR 0.2 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 DN1224'
 DN1224'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 DN1224
 DN1224                          STATION RECOVERY (1958)
 DN1224
 DN1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1224'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 DN1224'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1224'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0658 ***********************************************************************
 AZ0658  DESIGNATION -  BODE
 AZ0658  PID         -  AZ0658
 AZ0658  STATE/COUNTY-  TX/VAL VERDE
 AZ0658  USGS QUAD   -  HOLCOMB DRAW (1978)
 AZ0658
 AZ0658                         *CURRENT SURVEY CONTROL
 AZ0658  ___________________________________________________________________
 AZ0658* NAD 83(1993)-  29 53 38.77291(N)    100 43 08.64496(W)     ADJUSTED  
 AZ0658* NAVD 88     -       658.5    (meters)    2160.     (feet)  VERTCON   
 AZ0658  ___________________________________________________________________
 AZ0658  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AZ0658  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 AZ0658
 AZ0658  HORZ ORDER  -  SECOND
 AZ0658
 AZ0658.The horizontal coordinates were established by classical geodetic methods
 AZ0658.and adjusted by the National Geodetic Survey in February 1996..
 AZ0658
 AZ0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0658
 AZ0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0658
 AZ0658.The geoid height was determined by GEOID03.
 AZ0658
 AZ0658;                    North         East     Units Scale Factor Converg.
 AZ0658;SPC TXSC     - 4,229,611.379   433,978.501   MT  0.99991072   -0 50 31.9
 AZ0658;SPC TXSC     -13,876,650.00  1,423,811.13   sFT  0.99991072   -0 50 31.9
 AZ0658;UTM  14      - 3,308,292.569   334,011.491   MT  0.99993994   -0 51 25.1
 AZ0658
 AZ0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0658!SPC TXSC     -   0.99990013  x   0.99991072  =   0.99981085
 AZ0658!UTM  14      -   0.99990013  x   0.99993994  =   0.99984007
 AZ0658
 AZ0658:                Primary Azimuth Mark                     Grid Az
 AZ0658:SPC TXSC     -  NEWMAN                                   122 48 47.3
 AZ0658:UTM  14      -  NEWMAN                                   122 49 40.5
 AZ0658
 AZ0658|---------------------------------------------------------------------|
 AZ0658| PID    Reference Object                     Distance      Geod. Az  |
 AZ0658|                                                           dddmmss.s |
 AZ0658| AZ0656 NEWMAN                              APPROX. 4.9 KM 1215815.4 |
 AZ0658| CV4298 BODE RM 1                            17.459 METERS 16752     |
 AZ0658| CV4299 BODE RM 2                            21.355 METERS 24644     |
 AZ0658|---------------------------------------------------------------------|
 AZ0658
 AZ0658                          SUPERSEDED SURVEY CONTROL
 AZ0658
 AZ0658  NAD 83(1986)-  29 53 38.76631(N)    100 43 08.63188(W) AD(       ) 2
 AZ0658  NAD 27      -  29 53 38.00722(N)    100 43 07.28745(W) AD(       ) 2
 AZ0658  NGVD 29 (07/19/86)  658.4    (m)         2160.     (f) VERT ANG       
 AZ0658
 AZ0658.Superseded values are not recommended for survey control.
 AZ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0658.See file dsdata.txt to determine how the superseded data were derived.
 AZ0658
 AZ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU3401108293(NAD 83)
 AZ0658_MARKER: DD = SURVEY DISK
 AZ0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0658
 AZ0658  HISTORY     - Date     Condition        Report By
 AZ0658  HISTORY     - 1941     MONUMENTED       USE
 AZ0658  HISTORY     - 1971     GOOD             USGS
 AZ0658
 AZ0658                          STATION DESCRIPTION
 AZ0658
 AZ0658'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0658'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO BRUSH.
 AZ0658'
 AZ0658'THE STATION IS LOCATED SOUTH 64 DEGREES EAST, 4 MILES AIRLINE
 AZ0658'DISTANCE FROM LOMA ALTA, TEXAS, ON A FLAT NORTHWEST-SOUTHEAST
 AZ0658'RIDGE, 60 FEET NORTHWEST OF A WINDMILL ON LAND OWNED BY ANDE
 AZ0658'BODE.
 AZ0658'
 AZ0658'TO REACH FROM LOMA ALTA, TEXAS, GO 2.8 MILES NORTH ON
 AZ0658'U.S. HIGHWAY 277 TO PRIVATE DRIVE RIGHT (EAST), GO 1.9 MILES
 AZ0658'SOUTHEAST ON PRIVATE DRIVE TO ROAD FORK, KEEP LEFT AND CONTINUE
 AZ0658'2.4 MILES SOUTHEAST ON PRIVATE DRIVE TO BODE RANCH, CONTINUE
 AZ0658'1.7 MILES SOUTH ON TRACK ROAD UP A DRAIN TO CORRAL ON TOP OF
 AZ0658'RIDGE, CONTINUE THRU CORRAL 0.1 MILES SOUTHEAST TO STATION
 AZ0658'SITE.  20 FEET NORTHWEST OF LARGE CONCRETE TANK, AND 9 FEET
 AZ0658'NORTHEAST OF A USGS WITNESS SIGN MOUNTED ON A FENCE.
 AZ0658'
 AZ0658'STATION MARK--A U.S. ENGINEER DEPARTMENT BRONZE MARK SET IN A
 AZ0658'SQUARE CONCRETE POST PROJECTING 0.3 FEET, AND STAMPED BODE 1941.
 AZ0658'
 AZ0658'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET SET IN
 AZ0658'BEDROCK, FLUSH WITH GROUND, AND STAMPED BODE 1941-NO. 1 1971.
 AZ0658'
 AZ0658'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET SET IN
 AZ0658'BEDROCK, FLUSH WITH GROUND, AND STAMPED BODE 1941-NO. 2 1971.
 AZ0658'
 AZ0658'STATION NEWMAN USED 1941, IS VISIBLE FROM THE GROUND AT THIS
 AZ0658'STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE
 AZ0658'MADE FROM A TRIPOD, AT A HEIGHT OF 6.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0757 ***********************************************************************
 BN0757  DESIGNATION -  BODE
 BN0757  PID         -  BN0757
 BN0757  STATE/COUNTY-  TX/GILLESPIE
 BN0757  USGS QUAD   -  HARPER WEST (1974)
 BN0757
 BN0757                         *CURRENT SURVEY CONTROL
 BN0757  ___________________________________________________________________
 BN0757* NAD 83(1993)-  30 15 18.75942(N)    099 17 23.00964(W)     ADJUSTED  
 BN0757* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 BN0757  ___________________________________________________________________
 BN0757  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BN0757  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 BN0757
 BN0757  HORZ ORDER  -  FIRST
 BN0757
 BN0757.The horizontal coordinates were established by classical geodetic methods
 BN0757.and adjusted by the National Geodetic Survey in February 1996..
 BN0757
 BN0757.The orthometric height was scaled from a topographic map.
 BN0757
 BN0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0757
 BN0757.The geoid height was determined by GEOID03.
 BN0757
 BN0757;                    North         East     Units Scale Factor Converg.
 BN0757;SPC TX C     - 3,065,715.516   800,430.350   MT  0.99996590   +0 32 15.1
 BN0757;SPC TX C     -10,058,101.66  2,626,078.57   sFT  0.99996590   +0 32 15.1
 BN0757;UTM  14      - 3,347,100.849   472,128.422   MT  0.99960958   -0 08 45.5
 BN0757
 BN0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0757!SPC TX C     -   0.99990053  x   0.99996590  =   0.99986643
 BN0757!UTM  14      -   0.99990053  x   0.99960958  =   0.99951015
 BN0757
 BN0757|---------------------------------------------------------------------|
 BN0757| PID    Reference Object                     Distance      Geod. Az  |
 BN0757|                                                           dddmmss.s |
 BN0757| CV4295 BODE RM 1                            24.994 METERS 02335     |
 BN0757| CV4296 BODE RM 2                            30.099 METERS 12810     |
 BN0757| CV4297 BODE RM 3                            30.760 METERS 26902     |
 BN0757| BN0758 WENDEL                              APPROX.11.5 KM 3495431.4 |
 BN0757|---------------------------------------------------------------------|
 BN0757
 BN0757                          SUPERSEDED SURVEY CONTROL
 BN0757
 BN0757  NAD 83(1986)-  30 15 18.76806(N)    099 17 22.99756(W) AD(       ) 1
 BN0757  NAD 27      -  30 15 18.04900(N)    099 17 21.82700(W) AD(       ) 1
 BN0757
 BN0757.Superseded values are not recommended for survey control.
 BN0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0757.See file dsdata.txt to determine how the superseded data were derived.
 BN0757
 BN0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU7212847101(NAD 83)
 BN0757_MARKER: DS = TRIANGULATION STATION DISK
 BN0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0757
 BN0757  HISTORY     - Date     Condition        Report By
 BN0757  HISTORY     - 1935     MONUMENTED       CGS
 BN0757  HISTORY     - 1937     GOOD             TXHD
 BN0757  HISTORY     - 19930812 GOOD             USPSQD
 BN0757
 BN0757                          STATION DESCRIPTION
 BN0757
 BN0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0757'STATION IS LOCATED ABOUT 4.0 MILES SW OF HARPER, 10.5 MILES SE
 BN0757'OF KNOXVILLE, AND ABOUT 0.75 MILE E OF GILLESPIE-KERR COUNTY
 BN0757'LINE, ON A HIGH RIDGE S OF THE PEDERNALES RIVER, ON PROPERTY
 BN0757'OF MR. P.O. BODE.
 BN0757'
 BN0757'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BN0757'DISKS SET IN CONCRETE.
 BN0757'
 BN0757'REFERENCE MARK NO. 1 IS NNE OF STATION.
 BN0757'
 BN0757'REFERENCE MARK NO. 2 IS SE OF STATION.
 BN0757'
 BN0757'REFERENCE MARK NO. 3 IS W OF STATION.
 BN0757'
 BN0757'STATION IS REACHED FROM THE POST OFFICE IN HARPER, BY GOING
 BN0757'W ON STATE HIGHWAY 20, FOR 2.55 MILES TO CROSSROADS, TURN
 BN0757'LEFT S AND FOLLOW MAIN STRAIGHT ROAD 3.1 MILES TO A SIDE
 BN0757'ROAD RIGHT IMMEDIATELY AFTER PASSING THROUGH A WOODEN GATE,
 BN0757'CONTINUE STRAIGHT AHEAD S FOR 0.2 MILE TO A GATE LEFT, TURN
 BN0757'LEFT E THROUGH THIS GATE AND GO 0.2 MILE TO HOME OF MR. BODE.
 BN0757'STATION IS THEN 300 FEET DUE N.
 BN0757'
 BN0757'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BN0757
 BN0757                          STATION RECOVERY (1937)
 BN0757
 BN0757'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0757'DESCRIPTION GIVEN BY C.I.A., IS GOOD.  SURFACE MARK IS IN
 BN0757'GOOD CONDITION.
 BN0757
 BN0757                          STATION RECOVERY (1993)
 BN0757
 BN0757'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0812 ***********************************************************************
 FM0812  DESIGNATION -  BODEN
 FM0812  PID         -  FM0812
 FM0812  STATE/COUNTY-  TX/POTTER
 FM0812  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0812
 FM0812                         *CURRENT SURVEY CONTROL
 FM0812  ___________________________________________________________________
 FM0812* NAD 83(1986)-  35 22 14.     (N)    102 05 40.     (W)     SCALED    
 FM0812* NAVD 88     -      1086.051  (meters)    3563.15   (feet)  ADJUSTED  
 FM0812  ___________________________________________________________________
 FM0812  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FM0812  DYNAMIC HT  -        1084.768 (meters)    3558.94  (feet)  COMP
 FM0812  MODELED GRAV-     979,415.8   (mgal)                       NAVD 88
 FM0812
 FM0812  VERT ORDER  -  FIRST     CLASS II
 FM0812
 FM0812.The horizontal coordinates were scaled from a topographic map and have
 FM0812.an estimated accuracy of +/- 6 seconds.
 FM0812
 FM0812.The orthometric height was determined by differential leveling
 FM0812.and adjusted by the National Geodetic Survey in June 1991..
 FM0812
 FM0812.The geoid height was determined by GEOID03.
 FM0812
 FM0812.The dynamic height is computed by dividing the NAVD 88
 FM0812.geopotential number by the normal gravity value computed on the
 FM0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0812.degrees latitude (g = 980.6199 gals.).
 FM0812
 FM0812.The modeled gravity was interpolated from observed gravity values.
 FM0812
 FM0812;                    North         East    Units  Estimated Accuracy
 FM0812;SPC TX N     - 1,152,210.      145,990.      MT  (+/- 180 meters Scaled)
 FM0812
 FM0812                          SUPERSEDED SURVEY CONTROL
 FM0812
 FM0812.No superseded survey control is available for this station.
 FM0812
 FM0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV639180(NAD 83)
 FM0812_MARKER: DS = TRIANGULATION STATION DISK
 FM0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0812_SP_SET: CONCRETE POST
 FM0812_STAMPING: BODEN 1935
 FM0812_MARK LOGO: CGS   
 FM0812_PROJECTION: FLUSH
 FM0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0812+STABILITY: SURFACE MOTION
 FM0812
 FM0812  HISTORY     - Date     Condition        Report By
 FM0812  HISTORY     - 1935     MONUMENTED       CGS
 FM0812  HISTORY     - 1985     GOOD             NGS
 FM0812
 FM0812                          STATION DESCRIPTION
 FM0812
 FM0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0812'27.7 KM (17.2 MI) NW FROM AMARILLO.
 FM0812'27.7 KM (17.2 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0812'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 80.8 M (265.1 FT) EAST OF
 FM0812'THE CENTERLINE OF THE ROAD, 21.5 M (70.5 FT) EAST OF THE CENTER OF A
 FM0812'MICROWAVE TOWER, AND 7.9 M (25.9 FT) EAST OF A CHAIN LINK FENCE.
 FM0812'NOTE=THE MONUMENT IS IN THE CENTER OF A 6 FOOT CONCRETE PIPE THAT
 FM0812'PROJECTS 2 FEET ABOUE THE GROUND.
 FM0812'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0885 ***********************************************************************
 FM0885  DESIGNATION -  BODEN
 FM0885  PID         -  FM0885
 FM0885  STATE/COUNTY-  TX/POTTER
 FM0885  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0885
 FM0885                         *CURRENT SURVEY CONTROL
 FM0885  ___________________________________________________________________
 FM0885* NAD 83(1993)-  35 22 13.80996(N)    102 05 40.02841(W)     ADJUSTED  
 FM0885* NAVD 88     -      1087.2    (meters)    3567.     (feet)  VERTCON   
 FM0885  ___________________________________________________________________
 FM0885  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 FM0885  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FM0885
 FM0885  HORZ ORDER  -  SECOND
 FM0885
 FM0885.The horizontal coordinates were established by classical geodetic methods
 FM0885.and adjusted by the National Geodetic Survey in February 1996..
 FM0885
 FM0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0885
 FM0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0885
 FM0885.The geoid height was determined by GEOID03.
 FM0885
 FM0885;                    North         East     Units Scale Factor Converg.
 FM0885;SPC TX N     - 1,152,201.262   145,984.398   MT  0.99991122   -0 20 40.2
 FM0885;SPC TX N     - 3,780,180.31    478,950.48   sFT  0.99991122   -0 20 40.2
 FM0885;UTM  13      - 3,918,008.069   763,973.008   MT  1.00045882   +1 40 58.4
 FM0885
 FM0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0885!SPC TX N     -   0.99983346  x   0.99991122  =   0.99974469
 FM0885!UTM  13      -   0.99983346  x   1.00045882  =   1.00029220
 FM0885
 FM0885|---------------------------------------------------------------------|
 FM0885| PID    Reference Object                     Distance      Geod. Az  |
 FM0885|                                                           dddmmss.s |
 FM0885| CJ6679 BODEN RM 1                           25.344 METERS 04000     |
 FM0885| FL1820 AMARILLO RAD STA KGNC TV MAST       APPROX.23.3 KM 1051902.3 |
 FM0885| FL1817 AMARILLO RAD STA KFDA TV MAST       APPROX.24.1 KM 1105736.4 |
 FM0885| CJ6680 BODEN RM 2                           25.698 METERS 13621     |
 FM0885| FM0886 CAIRN USGS NEAR STA GENTRY          APPROX.11.9 KM 1644458.7 |
 FM0885| FM0320 1242                                               1714814.5 |
 FM0885| FM0890 BUSHLAND COOP GRAIN ELEVATOR        APPROX.20.0 KM 1722330.2 |
 FM0885| FM0891 BUSHLAND NEELY GRAIN CO ELEV        APPROX.19.9 KM 1732426.4 |
 FM0885|---------------------------------------------------------------------|
 FM0885
 FM0885                          SUPERSEDED SURVEY CONTROL
 FM0885
 FM0885  NAD 83(1993)-  35 22 13.81466(N)    102 05 40.02041(W) AD(       ) 2
 FM0885  NAD 83(1986)-  35 22 13.81745(N)    102 05 40.01941(W) AD(       ) 2
 FM0885  NAD 27      -  35 22 13.63700(N)    102 05 38.32500(W) AD(       ) 2
 FM0885  NGVD 29 (07/19/86) 1086.7    (m)         3565.     (f) VERT ANG       
 FM0885
 FM0885.Superseded values are not recommended for survey control.
 FM0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0885.See file dsdata.txt to determine how the superseded data were derived.
 FM0885
 FM0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV6397318008(NAD 83)
 FM0885_MARKER: DS = TRIANGULATION STATION DISK
 FM0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0885
 FM0885  HISTORY     - Date     Condition        Report By
 FM0885  HISTORY     - 1935     MONUMENTED       CGS
 FM0885  HISTORY     - 1953     GOOD             CGS
 FM0885  HISTORY     - 1956     GOOD             CGS
 FM0885
 FM0885                          STATION DESCRIPTION
 FM0885
 FM0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0885'STATION IS ABOUT 12-1/2 MILES N OF BUSHLAND AND ABOUT 6 MILES
 FM0885'S OF THE CANADIAN RIVER.  THE STATION IS ON THE HIGHEST RIDGE
 FM0885'BETWEEN THE BREAKS AND THE RIVER AND IS 263 FEET E OF THE FENCE
 FM0885'ON THE E SIDE OF THE BUSHLAND-TASCOSA ROAD.  THE MARK PROJECTS
 FM0885'5 INCHES.
 FM0885'
 FM0885'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FM0885'DIDKS SET IN CONCRETE.
 FM0885'
 FM0885'REFERENCE MARK NO. 1 IS NE OF THE STATION AND PROJECTS 10 INCHES.
 FM0885'
 FM0885'REFERENCE MARK NO. 2 IS SE OF THE STATION AND PROJECTS 6 INCHES.
 FM0885'
 FM0885'THE AZIMUTH MARK IS S OF THE STATION.  IT IS A STATE SURVEY
 FM0885'BENCH MARK NO. 1242, 1935.  IT IS A STANDARD DISK SET IN A
 FM0885'6-INCH CONCRETE POST PROJECTING 2 INCHES.  IT IS 45 FEET E OF
 FM0885'THE CENTER OF THE ROAD AND 2-1/2 FEET E OF THE FENCE ON THE
 FM0885'E SIDE OF THE ROAD.
 FM0885'
 FM0885'THE STATION IS REACHED FROM BUSHLAND BY GOING N 5.8 MILES.
 FM0885'TAKE THE LEFT FORK AND GO 7.0 MILES TO THE TOP OF THE
 FM0885'RIDGE.  PASS THROUGH A WIRE GATE ON THE E SIDE OF THE ROAD
 FM0885'AND DRIVE E TO THE STATION.
 FM0885'
 FM0885'A 4-FOOT STAND CLEARED ALL LINES.
 FM0885
 FM0885                          STATION RECOVERY (1953)
 FM0885
 FM0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0885'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FM0885'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FM0885'
 FM0885'THE STATION IS LOCATED AIRLINE ABOUT 12-1/2-MILES NORTH OF
 FM0885'BUSHLAND, ABOUT 12-1/2-MILES NORTH-NORTHEAST OF WILDORADO,
 FM0885'AND ABOUT 6 MILES SOUTH OF THE CANADIAN RIVER ALONG THE
 FM0885'EAST SIDE OF THE BUSHLAND-TASCOSA ROAD.
 FM0885'
 FM0885'THE STATION IS A STANDARD DISK STAMPED BODEN 1935 SET IN
 FM0885'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FM0885'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 7 FEET SOUTHWEST OF A
 FM0885'WHITE WITNESS POST, 42 FEET NORTH OF THE CENTER LINE OF A
 FM0885'TRACK ROAD, AND IS ABOUT 265 FEET EAST OF THE CENTER LINE
 FM0885'OF THE BUSHLAND-TASCOSA ROAD.
 FM0885'
 FM0885'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BODEN
 FM0885'NO 1 1935 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 FM0885'WHICH PROJECTS ABOUT 10 INCHES ABOVE THE GROUND AND IS ABOUT
 FM0885'THE SAME ELEVATION AS THE STATION.
 FM0885'
 FM0885'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BODEN NO
 FM0885'2 1935 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 FM0885'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 FM0885'ELEVATION AS THE STATION.  IT IS 10 FEET SOUTH OF THE CENTER
 FM0885'LINE OF A TRACK ROAD.
 FM0885'
 FM0885'THE BENCH MARK IS A STANDARD US COAST AND GEODETIC SURVEY AND
 FM0885'STATE SURVEY BENCH MARK DISK STAMPED 1242 1935 SET IN TOP
 FM0885'OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 FM0885'2 INCHES ABOVE THE GROUND.  IT IS 2-1/2-FEET EAST OF A NORTH-SOUTH
 FM0885'FENCE LINE AND 45 FEET EAST OF THE CENTER LINE OF THE
 FM0885'BUSHLAND-TASCOSA ROAD.
 FM0885'
 FM0885'TO REACH THE STATION FROM THE BUSHLAND GRAIN CO-OPERATIVE
 FM0885'ELEVATOR IN BUSHLAND, TAKE THE BUSHLAND-TASCOSA ROAD, WHICH
 FM0885'IS ABOUT 400 FEET EAST OF THE GRAIN ELEVATOR, AND GO NORTH FOR
 FM0885'5.8 MILES.  TAKE THE LEFT FORK AND CONTINUE NORTHERLY ON
 FM0885'THE BUSHLAND-TASCOSA ROAD FOR 6.3 MILES TO A SMALL RISE AND
 FM0885'THE AZIMUTH MARK ON THE RIGHT, EAST.  CONTINUE STRAIGHT AHEAD,
 FM0885'NORTH, FOR 0.7 MILE TO A GATE ON THE RIGHT, EAST.  TURN
 FM0885'RIGHT, PASS THROUGH THE GATE, AND GO EAST ON THE TRACK ROAD
 FM0885'FOR ABOUT 265 FEET TO A WHITE WITNESS POST ON THE LEFT,
 FM0885'NORTH, AND THE STATION.
 FM0885
 FM0885                          STATION RECOVERY (1956)
 FM0885
 FM0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FM0885'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FM0885'IN GOOD CONDITION.  THE STATION IS 313 FEET EAST OF F.M.
 FM0885'1061.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 FM0885'66 AND F.M. 1061 WEST OF AMARILLO, GO NORTHWEST ON F.M.
 FM0885'1061 FOR 17.25 MILES TO STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4895 ***********************************************************************
 AH4895  DESIGNATION -  BOERNE ET
 AH4895  PID         -  AH4895
 AH4895  STATE/COUNTY-  TX/KENDALL
 AH4895  USGS QUAD   -  RANGER CREEK (1982)
 AH4895
 AH4895                         *CURRENT SURVEY CONTROL
 AH4895  ___________________________________________________________________
 AH4895* NAD 83(1993)-  29 45 27.55449(N)    098 45 32.35905(W)     ADJUSTED  
 AH4895* NAVD 88     -       562.7    (meters)    1846.     (feet)  VERTCON   
 AH4895  ___________________________________________________________________
 AH4895  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 AH4895  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AH4895
 AH4895  HORZ ORDER  -  THIRD
 AH4895
 AH4895.The horizontal coordinates were established by classical geodetic methods
 AH4895.and adjusted by the National Geodetic Survey in July 1998..
 AH4895
 AH4895.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4895
 AH4895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4895
 AH4895.The geoid height was determined by GEOID03.
 AH4895
 AH4895;                    North         East     Units Scale Factor Converg.
 AH4895;SPC TXSC     - 4,213,291.339   623,308.013   MT  0.99989037   +0 07 05.1
 AH4895;SPC TXSC     -13,823,106.67  2,044,969.71   sFT  0.99989037   +0 07 05.1
 AH4895;UTM  14      - 3,291,956.273   523,301.296   MT  0.99960670   +0 07 10.6
 AH4895
 AH4895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4895!SPC TXSC     -   0.99991539  x   0.99989037  =   0.99980577
 AH4895!UTM  14      -   0.99991539  x   0.99960670  =   0.99952212
 AH4895
 AH4895                          SUPERSEDED SURVEY CONTROL
 AH4895
 AH4895  NGVD 29 (07/28/98)  562.6    (m)         1846.     (f) VERT ANG       
 AH4895
 AH4895.Superseded values are not recommended for survey control.
 AH4895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4895.See file dsdata.txt to determine how the superseded data were derived.
 AH4895
 AH4895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT2330191956(NAD 83)
 AH4895_MARKER: DS = TRIANGULATION STATION DISK
 AH4895_SETTING: 66 = SET IN ROCK OUTCROP
 AH4895_PROJECTION: FLUSH
 AH4895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH4895+STABILITY: POSITION/ELEVATION WELL
 AH4895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4895+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AH4895
 AH4895  HISTORY     - Date     Condition        Report By
 AH4895  HISTORY     - 1896     MONUMENTED       USGS
 AH4895  HISTORY     - 20050521 GOOD             USPSQD
 AH4895
 AH4895                          STATION DESCRIPTION
 AH4895
 AH4895'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 AH4895'ON A HIGH HILL IN MR. DIETERS PASTURE, ABOUT 3 MI. S. OF BOERNE.
 AH4895'RECOVERED BY USGS IN 1964 AND REDESCRIBED AS FOLLOWS
 AH4895'STATION LOCATED ABOUT 3 MI. SW. OF BOERNE AND 19 MI. E. OF BANDERS ON
 AH4895'THE NORTHERNMOST OF TWO HIGH HILLS.  STATION IS ABOUT 20 FT. E. OF A
 AH4895'N-S. FENCE ON THE HIGH POINT OF THE HILL.  THE AREA E. OF THE FENCE
 AH4895'LINE HAS BEEN CLEARED OF TIMBER.
 AH4895'TO REACH FROM THE POST OFFICE IN BOERNE, GO W. 0.1 MI. TO U.S. HIGHWAY
 AH4895'87, TURN LEFT ON U.S. 87 1.0 MI. AND THEN RIGHT (W.) ON TEXAS HIGHWAY
 AH4895'46 0.5 MI. TO CROSSROAD, TURN LEFT AND FOLLOW RD. S. 1.7 MI., TURN
 AH4895'RIGHT THROUGH GATE 0.4 MI. TO T-RD., TAKE RIGHT FORK 0.3 MI. TO RANCH
 AH4895'HOUSE, TURN LEFT THROUGH GATE N. OF SHED AND FOLLOW TRACK RD. 0.7 MI.,
 AH4895'TURN RIGHT (W.) ON DIM TRACK RD. THROUGH CLEARINGS 0.2 MI. TO BASE OF
 AH4895'HILL AND END OF TRUCK TRAVEL.  PACK W. UP HILL TO HIGH POINT AND
 AH4895'STATION.  ABOUT A 10 MINUTE PACK.
 AH4895'STATION MARK--USGS BRONZE TABLET CEMENTED IN ROCK FLUSH WITH GROUND,
 AH4895'STAMPED---BOERNE 1896-ET 1964---.
 AH4895
 AH4895                          STATION RECOVERY (2005)
 AH4895
 AH4895'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AH4895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1950 ***********************************************************************
 AY1950  DESIGNATION -  BOERNE MUNICIPAL STANDPIPE
 AY1950  PID         -  AY1950
 AY1950  STATE/COUNTY-  TX/KENDALL
 AY1950  USGS QUAD   -  BOERNE (1982)
 AY1950
 AY1950                         *CURRENT SURVEY CONTROL
 AY1950  ___________________________________________________________________
 AY1950* NAD 83(1993)-  29 48 52.78104(N)    098 44 13.22507(W)     ADJUSTED  
 AY1950* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 AY1950  ___________________________________________________________________
 AY1950  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 AY1950  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AY1950
 AY1950  HORZ ORDER  -  THIRD
 AY1950
 AY1950.The horizontal coordinates were established by classical geodetic methods
 AY1950.and adjusted by the National Geodetic Survey in February 1996..
 AY1950
 AY1950.The orthometric height was scaled from a topographic map.
 AY1950
 AY1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1950
 AY1950.The geoid height was determined by GEOID03.
 AY1950
 AY1950;                    North         East     Units Scale Factor Converg.
 AY1950;SPC TXSC     - 4,219,614.436   625,419.629   MT  0.99989818   +0 07 43.8
 AY1950;SPC TXSC     -13,843,851.70  2,051,897.57   sFT  0.99989818   +0 07 43.8
 AY1950;UTM  14      - 3,298,277.621   525,412.116   MT  0.99960797   +0 07 50.7
 AY1950
 AY1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1950!SPC TXSC     -   0.99992928  x   0.99989818  =   0.99982747
 AY1950!UTM  14      -   0.99992928  x   0.99960797  =   0.99953728
 AY1950
 AY1950                          SUPERSEDED SURVEY CONTROL
 AY1950
 AY1950  NAD 83(1986)-  29 48 52.78683(N)    098 44 13.20857(W) AD(       ) 4
 AY1950  NAD 27      -  29 48 52.00200(N)    098 44 12.11900(W) AD(       ) 3
 AY1950
 AY1950.Superseded values are not recommended for survey control.
 AY1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1950.See file dsdata.txt to determine how the superseded data were derived.
 AY1950
 AY1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT2541298278(NAD 83)
 AY1950_MARKER: 52 = STANDPIPE TANK
 AY1950
 AY1950  HISTORY     - Date     Condition        Report By
 AY1950  HISTORY     - 1956     FIRST OBSERVED   CGS
 AY1950  HISTORY     - 1964     GOOD             USGS
 AY1950  HISTORY     - 19940302 GOOD             USPSQD
 AY1950
 AY1950                          STATION DESCRIPTION
 AY1950
 AY1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1950'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE CENTER
 AY1950'OF BOERNE.  THE STANDPIPE IS ABOUT 50 FEET IN HEIGHT, SILVER
 AY1950'IN COLOR, AND RESTS ON A CONCRETE FOUNDATION.  THE POINT
 AY1950'OBSERVED WAS THE TOP-CENTER OF THE STANDPIPE.
 AY1950
 AY1950                          STATION RECOVERY (1964)
 AY1950
 AY1950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1950'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29098-4, STATION 1023.
 AY1950
 AY1950                          STATION RECOVERY (1994)
 AY1950
 AY1950'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1952 ***********************************************************************
 AY1952  DESIGNATION -  BOERNE MUNICIPAL TANK
 AY1952  PID         -  AY1952
 AY1952  STATE/COUNTY-  TX/KENDALL
 AY1952  USGS QUAD   -  BOERNE (1982)
 AY1952
 AY1952                         *CURRENT SURVEY CONTROL
 AY1952  ___________________________________________________________________
 AY1952* NAD 83(1993)-  29 47 03.43795(N)    098 43 51.18864(W)     ADJUSTED  
 AY1952* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 AY1952  ___________________________________________________________________
 AY1952  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 AY1952  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AY1952
 AY1952  HORZ ORDER  -  THIRD
 AY1952
 AY1952.The horizontal coordinates were established by classical geodetic methods
 AY1952.and adjusted by the National Geodetic Survey in February 1996..
 AY1952
 AY1952.The orthometric height was scaled from a topographic map.
 AY1952
 AY1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1952
 AY1952.The geoid height was determined by GEOID03.
 AY1952
 AY1952;                    North         East     Units Scale Factor Converg.
 AY1952;SPC TXSC     - 4,216,249.314   626,019.023   MT  0.99989390   +0 07 54.6
 AY1952;SPC TXSC     -13,832,811.29  2,053,864.08   sFT  0.99989390   +0 07 54.6
 AY1952;UTM  14      - 3,294,913.486   526,011.447   MT  0.99960835   +0 08 01.2
 AY1952
 AY1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1952!SPC TXSC     -   0.99993244  x   0.99989390  =   0.99982635
 AY1952!UTM  14      -   0.99993244  x   0.99960835  =   0.99954082
 AY1952
 AY1952                          SUPERSEDED SURVEY CONTROL
 AY1952
 AY1952  NAD 83(1986)-  29 47 03.44358(N)    098 43 51.17196(W) AD(       ) 4
 AY1952  NAD 27      -  29 47 02.65300(N)    098 43 50.08400(W) AD(       ) 3
 AY1952
 AY1952.Superseded values are not recommended for survey control.
 AY1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1952.See file dsdata.txt to determine how the superseded data were derived.
 AY1952
 AY1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT2601194913(NAD 83)
 AY1952_MARKER: 52 = STANDPIPE TANK
 AY1952
 AY1952  HISTORY     - Date     Condition        Report By
 AY1952  HISTORY     - 1956     FIRST OBSERVED   CGS
 AY1952  HISTORY     - 1964     GOOD             USGS
 AY1952  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1952
 AY1952                          STATION DESCRIPTION
 AY1952
 AY1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1952'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF THE CENTER
 AY1952'OF BOERNE.  IT IS AN ELEVATED TANK, SUPPORTED BY FOUR STRUCTURAL
 AY1952'STEEL LEGS, SILVER IN COLOR, AND ABOUT 125 FEET IN HEIGHT.
 AY1952'THE POINT OBSERVED WAS THE APEX OF THE TANK.
 AY1952
 AY1952                          STATION RECOVERY (1964)
 AY1952
 AY1952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1952'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29098-4, STATION 1024.
 AY1952
 AY1952                          STATION RECOVERY (1990)
 AY1952
 AY1952'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1953 ***********************************************************************
 AY1953  DESIGNATION -  BOERNE POLICE RAD KKI 413 MAST
 AY1953  PID         -  AY1953
 AY1953  STATE/COUNTY-  TX/KENDALL
 AY1953  USGS QUAD   -  BOERNE (1982)
 AY1953
 AY1953                         *CURRENT SURVEY CONTROL
 AY1953  ___________________________________________________________________
 AY1953* NAD 83(1993)-  29 47 18.76900(N)    098 42 30.48331(W)     ADJUSTED  
 AY1953* NAVD 88     -                                                        
 AY1953  ___________________________________________________________________
 AY1953  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 AY1953  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AY1953
 AY1953  HORZ ORDER  -  THIRD
 AY1953
 AY1953.The horizontal coordinates were established by classical geodetic methods
 AY1953.and adjusted by the National Geodetic Survey in February 1996..
 AY1953
 AY1953
 AY1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1953
 AY1953.The geoid height was determined by GEOID03.
 AY1953
 AY1953;                    North         East     Units Scale Factor Converg.
 AY1953;SPC TXSC     - 4,216,726.521   628,185.317   MT  0.99989448   +0 08 34.2
 AY1953;SPC TXSC     -13,834,376.93  2,060,971.33   sFT  0.99989448   +0 08 34.2
 AY1953;UTM  14      - 3,295,390.630   528,177.107   MT  0.99960980   +0 08 41.4
 AY1953
 AY1953                          SUPERSEDED SURVEY CONTROL
 AY1953
 AY1953  NAD 83(1986)-  29 47 18.77466(N)    098 42 30.46641(W) AD(       ) 4
 AY1953  NAD 27      -  29 47 17.98500(N)    098 42 29.38100(W) AD(       ) 3
 AY1953
 AY1953.Superseded values are not recommended for survey control.
 AY1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1953.See file dsdata.txt to determine how the superseded data were derived.
 AY1953
 AY1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT2817795391(NAD 83)
 AY1953_MARKER: 42 = RADIO/TV MAST
 AY1953
 AY1953  HISTORY     - Date     Condition        Report By
 AY1953  HISTORY     - 1956     FIRST OBSERVED   CGS
 AY1953  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1953
 AY1953                          STATION DESCRIPTION
 AY1953
 AY1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1953'THE STATION IS LOCATED ABOUT 1.3 MILES EAST OF BOERNE, AND
 AY1953'ON THE SOUTH SIDE OF STATE HIGHWAY 475.  IT IS A FOUR-LEGGED
 AY1953'MAST ABOUT 300 FEET IN HEIGHT, AND IS RED AND WHITE IN COLOR.
 AY1953'THE POINT OBSERVED WAS THE TOP-CENTER OF THE MAST.
 AY1953
 AY1953                          STATION RECOVERY (1990)
 AY1953
 AY1953'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6838 ***********************************************************************
 AW6838  DESIGNATION -  BOFF
 AW6838  PID         -  AW6838
 AW6838  STATE/COUNTY-  TX/BRAZORIA
 AW6838  USGS QUAD   -  MANVEL (1974)
 AW6838
 AW6838                         *CURRENT SURVEY CONTROL
 AW6838  ___________________________________________________________________
 AW6838* NAD 83(1993)-  29 29 15.82441(N)    095 21 11.35914(W)     ADJUSTED  
 AW6838* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 AW6838  ___________________________________________________________________
 AW6838  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW6838  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW6838
 AW6838  HORZ ORDER  -  SECOND
 AW6838
 AW6838.The horizontal coordinates were established by classical geodetic methods
 AW6838.and adjusted by the National Geodetic Survey in February 1996..
 AW6838
 AW6838.The orthometric height was scaled from a topographic map.
 AW6838
 AW6838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6838
 AW6838.The geoid height was determined by GEOID03.
 AW6838
 AW6838;                    North         East     Units Scale Factor Converg.
 AW6838;SPC TXSC     - 4,188,863.778   953,559.189   MT  0.99986679   +1 47 11.9
 AW6838;SPC TXSC     -13,742,963.91  3,128,468.77   sFT  0.99986679   +1 47 11.9
 AW6838;UTM  15      - 3,264,330.743   271,853.750   MT  1.00024230   -1 09 31.7
 AW6838
 AW6838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6838!SPC TXSC     -   1.00000158  x   0.99986679  =   0.99986837
 AW6838!UTM  15      -   1.00000158  x   1.00024230  =   1.00024388
 AW6838
 AW6838:                Primary Azimuth Mark                     Grid Az
 AW6838:SPC TXSC     -  ALVIN E MUN WATER TANK                   122 11 03.2
 AW6838:UTM  15      -  ALVIN E MUN WATER TANK                   125 07 46.8
 AW6838
 AW6838|---------------------------------------------------------------------|
 AW6838| PID    Reference Object                     Distance      Geod. Az  |
 AW6838|                                                           dddmmss.s |
 AW6838| AW6770 ALVIN E MUN WATER TANK              APPROX.12.5 KM 1235815.1 |
 AW6838| AW6839 ALVIN WEST MUNICIPAL TANK           APPROX.11.7 KM 1252955.9 |
 AW6838| CV6047 BOFF RM 1                            29.465 METERS 13757     |
 AW6838| CV6046 BOFF AZ MK                                         1472847.6 |
 AW6838| CV6048 BOFF RM 2                            28.308 METERS 21635     |
 AW6838| AW6567 ALAMEDA SW TEL SOUND DERRICK        APPROX.13.5 KM 3343524.7 |
 AW6838|---------------------------------------------------------------------|
 AW6838
 AW6838                          SUPERSEDED SURVEY CONTROL
 AW6838
 AW6838  NAD 83(1986)-  29 29 15.83809(N)    095 21 11.33871(W) AD(       ) 2
 AW6838  NAD 27      -  29 29 14.98839(N)    095 21 10.56201(W) AD(       ) 2
 AW6838
 AW6838.Superseded values are not recommended for survey control.
 AW6838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6838.See file dsdata.txt to determine how the superseded data were derived.
 AW6838
 AW6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7185464331(NAD 83)
 AW6838_MARKER: DS = TRIANGULATION STATION DISK
 AW6838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6838
 AW6838  HISTORY     - Date     Condition        Report By
 AW6838  HISTORY     - 1952     MONUMENTED       CGS
 AW6838  HISTORY     - 1957     GOOD             HLPCO
 AW6838  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW6838
 AW6838                          STATION DESCRIPTION
 AW6838
 AW6838'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6838'THE STATION IS LOCATED ABOUT 8.0 MILES NORTHWEST OF ALVIN
 AW6838'AND ABOUT 7.0 MILES SOUTHWEST OF PEARLAND IN THE WEST EDGE
 AW6838'OF A PASTURE, 72 FEET NORTH OF A T FENCE CORNER AND 2 FEET
 AW6838'EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED BOFF 1952
 AW6838'AND IS 15 INCHES BELOW THE GROUND SURFACE.
 AW6838'
 AW6838'REFERENCE MARK NO. 1 IS IN THE SOUTH EDGE OF PASTURE, 65
 AW6838'FEET EAST OF A T FENCE CORNER, 20 FEET NORTH OF THE CENTER
 AW6838'OF ROAD, 2 FEET NORTHEAST OF A WITNESS POST AND 1 FOOT NORTH
 AW6838'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED BOFF NO 1 1952
 AW6838'AND PROJECTS 6 INCHES.
 AW6838'
 AW6838'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF PASTURE, 55
 AW6838'FEET WEST OF A T FENCE CORNER, 20 FEET NORTH OF THE CENTER
 AW6838'OF ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 AW6838'STAMPED BOFF NO 2 1952 AND PROJECTS 6 INCHES.
 AW6838'
 AW6838'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 120.19
 AW6838'FEET.
 AW6838'
 AW6838'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF A T INTERSECTION,
 AW6838'49 FEET EAST OF THE CENTER OF FARM ROAD 1128, 36 FEET SOUTH
 AW6838'OF THE CENTER OF A GRAVELED ROAD, 7 FEET SOUTH OF A FENCE
 AW6838'CORNER AND 2 FEET WEST OF A WITNESS POST AND NORTH-SOUTH
 AW6838'FENCE LINE.  IT IS STAMPED BOFF 1952 AND PROJECTS 4 INCHES.
 AW6838'
 AW6838'TO REACH THE STATION FROM THE INTERSECTION 2 BLOCKS EAST OF
 AW6838'THE POST OFFICE IN ALVIN, GO NORTH ON STATE HIGHWAY 35 FOR
 AW6838'0.3 MILE TO JUNCTION WITH STATE HIGHWAY 6, TURN LEFT AND GO
 AW6838'WEST AND NORTHWEST ON STATE HIGHWAY 6 FOR 7.2 MILES TO A
 AW6838'CROSSROAD.  TURN RIGHT AND GO NORTH ON FARM ROAD 1128 FOR
 AW6838'1.2 MILES TO A T ROAD RIGHT AND THE AZIMUTH MARK IN SOUTHEAST
 AW6838'ANGLE AS DESCRIBED, CONTINUE NORTH FOR 0.25 MILE TO A T ROAD
 AW6838'LEFT, TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 0.15 MILE
 AW6838'TO STATION IN WEST EDGE OF PASTURE ON RIGHT AS DESCRIBED.
 AW6838'
 AW6838'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AW6838
 AW6838                          STATION RECOVERY (1957)
 AW6838
 AW6838'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1957 (SET)
 AW6838'DESCRIPTION OF LOCATION EXCELLENT.  MARKS ARE SET IN ACCORDANCE
 AW6838'WITH ORIGINAL DESCRIPTION-EACH OF THE MARKS ARE IN THE WEST FENCE
 AW6838'LINE OF BOFF ROAD AND THE STATION IS NORTH OF THE CROSS
 AW6838'FENCE IN THE PASTURE.  THE STATION IS BURIED APPROXIMATELY
 AW6838'ONE FOOT BENEATH NATURAL GROUND.
 AW6838
 AW6838                          STATION RECOVERY (1997)
 AW6838
 AW6838'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5521 ***********************************************************************
 AH5521  DESIGNATION -  BOG ET
 AH5521  PID         -  AH5521
 AH5521  STATE/COUNTY-  TX/RED RIVER
 AH5521  USGS QUAD   -  BOGATA (1964)
 AH5521
 AH5521                         *CURRENT SURVEY CONTROL
 AH5521  ___________________________________________________________________
 AH5521* NAD 83(1993)-  33 25 03.41178(N)    095 13 26.55816(W)     ADJUSTED  
 AH5521* NAVD 88     -       110.7    (meters)     363.     (feet)  VERTCON   
 AH5521  ___________________________________________________________________
 AH5521  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AH5521  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AH5521
 AH5521  HORZ ORDER  -  THIRD
 AH5521
 AH5521.The horizontal coordinates were established by classical geodetic methods
 AH5521.and adjusted by the National Geodetic Survey in July 1998..
 AH5521
 AH5521.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5521
 AH5521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5521
 AH5521.The geoid height was determined by GEOID03.
 AH5521
 AH5521;                    North         East     Units Scale Factor Converg.
 AH5521;SPC TXNC     - 2,198,914.026   904,616.228   MT  0.99989295   +1 47 12.1
 AH5521;SPC TXNC     - 7,214,270.43  2,967,895.07   sFT  0.99989295   +1 47 12.1
 AH5521;UTM  15      - 3,699,796.386   293,202.777   MT  1.00012727   -1 13 31.1
 AH5521
 AH5521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5521!SPC TXNC     -   0.99998682  x   0.99989295  =   0.99987977
 AH5521!UTM  15      -   0.99998682  x   1.00012727  =   1.00011408
 AH5521
 AH5521                          SUPERSEDED SURVEY CONTROL
 AH5521
 AH5521  NGVD 29 (07/28/98)  110.7    (m)          363.     (f) VERT ANG       
 AH5521
 AH5521.Superseded values are not recommended for survey control.
 AH5521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5521.See file dsdata.txt to determine how the superseded data were derived.
 AH5521
 AH5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9320399796(NAD 83)
 AH5521_MARKER: DS = TRIANGULATION STATION DISK
 AH5521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5521_PROJECTION: FLUSH
 AH5521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5521+STABILITY: SURFACE MOTION
 AH5521
 AH5521  HISTORY     - Date     Condition        Report By
 AH5521  HISTORY     - 1962     MONUMENTED       USGS
 AH5521
 AH5521                          STATION DESCRIPTION
 AH5521
 AH5521'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5521'LOCATED ABOUT 4 MI. S. OF BOGATA, 43 FT. E. OF STATE HIGHWAY 37, 9 FT.
 AH5521'W. OF A N-S. FENCE AND 4.5 FT. NE. FROM 16 IN. OAK TREE.
 AH5521'TO REACH FROM JUNCTION OF U.S. HIGHWAY 271 AND STATE HIGHWAY 37 JUST
 AH5521'W. OF BOGATA, DRIVE S. ALONG HIGHWAY 37 4.0 MI. TO THE STATION MARK ON
 AH5521'THE LEFT (E.) SIDE OF RD.
 AH5521'STATION MARK--STANDARD TABLET STAMPED---BOG-ET 1962---, SET IN A
 AH5521'CONCRETE POST PROJECTING 4 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1369 ***********************************************************************
 DM1369  DESIGNATION -  BOGATA
 DM1369  PID         -  DM1369
 DM1369  STATE/COUNTY-  TX/RED RIVER
 DM1369  USGS QUAD   -  BOGATA (1964)
 DM1369
 DM1369                         *CURRENT SURVEY CONTROL
 DM1369  ___________________________________________________________________
 DM1369* NAD 83(1993)-  33 28 58.57294(N)    095 12 49.42559(W)     ADJUSTED  
 DM1369* NAVD 88     -       142.2    (meters)     467.     (feet)  VERTCON   
 DM1369  ___________________________________________________________________
 DM1369  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DM1369  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM1369
 DM1369  HORZ ORDER  -  SECOND
 DM1369
 DM1369.The horizontal coordinates were established by classical geodetic methods
 DM1369.and adjusted by the National Geodetic Survey in February 1996..
 DM1369
 DM1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1369
 DM1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1369
 DM1369.The geoid height was determined by GEOID03.
 DM1369
 DM1369;                    North         East     Units Scale Factor Converg.
 DM1369;SPC TXNC     - 2,206,184.776   905,348.445   MT  0.99990087   +1 47 32.3
 DM1369;SPC TXNC     - 7,238,124.55  2,970,297.36   sFT  0.99990087   +1 47 32.3
 DM1369;UTM  15      - 3,707,020.242   294,316.405   MT  1.00012160   -1 13 18.2
 DM1369
 DM1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1369!SPC TXNC     -   0.99998188  x   0.99990087  =   0.99988275
 DM1369!UTM  15      -   0.99998188  x   1.00012160  =   1.00010347
 DM1369
 DM1369|---------------------------------------------------------------------|
 DM1369| PID    Reference Object                     Distance      Geod. Az  |
 DM1369|                                                           dddmmss.s |
 DM1369| CX9787 BOGATA RM 1                          19.600 METERS 20422     |
 DM1369| CX9788 BOGATA RM 2                          24.948 METERS 27411     |
 DM1369| CX9786 BOGATA AZ MK                                       3474754.4 |
 DM1369|---------------------------------------------------------------------|
 DM1369
 DM1369                          SUPERSEDED SURVEY CONTROL
 DM1369
 DM1369  NAD 83(1993)-  33 28 58.57401(N)    095 12 49.42403(W) AD(       ) 2
 DM1369  NAD 83(1986)-  33 28 58.57969(N)    095 12 49.41241(W) AD(       ) 2
 DM1369  NAD 27      -  33 28 58.18600(N)    095 12 48.60500(W) AD(       ) 2
 DM1369  NGVD 29 (07/28/98)  142.2    (m)          467.     (f) VERT ANG       
 DM1369
 DM1369.Superseded values are not recommended for survey control.
 DM1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1369.See file dsdata.txt to determine how the superseded data were derived.
 DM1369
 DM1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9431607020(NAD 83)
 DM1369_MARKER: DS = TRIANGULATION STATION DISK
 DM1369_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1369_PROJECTION: FLUSH
 DM1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1369+STABILITY: SURFACE MOTION
 DM1369
 DM1369  HISTORY     - Date     Condition        Report By
 DM1369  HISTORY     - 1951     MONUMENTED       CGS
 DM1369  HISTORY     - 1956     GOOD             CGS
 DM1369  HISTORY     - 1964     GOOD             USGS
 DM1369  HISTORY     - 1964     GOOD             USGS
 DM1369  HISTORY     - 1969     GOOD             USAF
 DM1369
 DM1369                          STATION DESCRIPTION
 DM1369
 DM1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1369'STATION IS LOCATED NEAR THE NORTH EDGE OF BOGATA ON THE RIGHT
 DM1369'OF WAY OF A GRAVEL ROAD.  STATION IS 44 FEET SOUTH SOUTHWEST
 DM1369'OF FENCE CORNER, 37 FEET EAST OF THE APPROXIMATE CENTERLINE
 DM1369'OF ROAD AT CURVE AND 13 FEET WEST OF FENCE.  THE MARK PROJECTS
 DM1369'ABOUT 2 INCHES AND THE DISK IS STAMPED BOGATA 1951.
 DM1369'
 DM1369'REFERENCE MARK NO. 1 IS 18 FEET WEST OF THE APPROXIMATE
 DM1369'CENTERLINE OF ROAD AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 DM1369'ABOUT 4 INCHES AND THE DISK IS STAMPED BOGATA NO 1 1951.
 DM1369'
 DM1369'REFERENCE MARK NO. 2 IS 17 FEET SOUTH OF THE APPROXIMATE
 DM1369'CENTERLINE OF ROAD AND 1 FOOT NORTH OF FENCE.  THE MARK
 DM1369'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BOGATA NO
 DM1369'2 1951.
 DM1369'
 DM1369'AZIMUTH MARK IS 44 FEET WEST OF THE APPROXIMATE CENTERLINE
 DM1369'OF FARM ROAD 909 AND 2 FEET SOUTH OF WITNESS POST.  THE MARK
 DM1369'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BOGATA 1951.
 DM1369'
 DM1369'TO REACH FROM THE POST OFFICE IN BOGATA GO NORTH ON THE MAIN
 DM1369'STREET, LOOP 18, FOR 0.4 MILE TO WHERE SURFACED ROAD TURNS
 DM1369'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO POINT WHERE
 DM1369'GRAVEL ROAD TURNS LEFT AND STATION ON RIGHT OR EAST SIDE
 DM1369'OF ROAD AS DESCRIBED.  TO REACH AZIMUTH GO EAST FOR 0.1
 DM1369'MILE TO FARM ROAD 909.  TURN RIGHT AND GO NORTH ON FARM ROAD 909
 DM1369'FOR 0.35 MILE TO AZIMUTH MARK ON LEFT OR WEST SIDE OF ROAD
 DM1369'AS DESCRIBED.
 DM1369'
 DM1369'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DM1369
 DM1369                          STATION RECOVERY (1956)
 DM1369
 DM1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1369'THE STATION AND REFERENCE MARKS AND AZIMUTH MARK WERE ALL
 DM1369'RECOVERED.  A NEW DESCRIPTION FOLLOWS--
 DM1369'
 DM1369'STATION IS LOCATED NEAR THE NORTH EDGE OF BOGATA ON THE
 DM1369'RIGHT-OF-WAY OF LOOP 38.  STATION IS 44 FEET SOUTH-SOUTHWEST
 DM1369'OF FENCE CORNER, 24.5 FEET SOUTH-SOUTHWEST OF THE P.I. OF
 DM1369'CURVE OF LOOP 38 AND 13 FEET WEST OF FENCE.  THE MARK PROJECTS
 DM1369'ABOUT 2 INCHES AND THE DISK IS STAMPED BOGATA 1951.
 DM1369'
 DM1369'R.M. NO. 1 IS 40 FEET WEST OF THE NORTH-SOUTH FENCELINE AND 63.6
 DM1369'FEET SOUTHWEST OF THE STATION.  THE MARK PROJECTS ABOUT 4
 DM1369'INCHES AND THE DISK IS STAMPED BOGATA NO. 1 1951.
 DM1369'
 DM1369'R.M. NO. 2 IS 94 FEET WEST OF THE NORTH-SOUTH FENCELINE
 DM1369'AND 81 FEET WEST OF THE STATION.  THE MARK PROJECTS ABOUT
 DM1369'4 INCHES AND THE DISK IS STAMPED BOGATA NO. 2 1951.
 DM1369'
 DM1369'AZIMUTH MARK IS 44 FEET WEST OF THE APPROXIMATE CENTERLINE
 DM1369'OF S.H. 37 AND 2 FEET SOUTH OF WITNESS POST.  THE MARK PROJECTS
 DM1369'ABOUT 3 INCHES AND THE DISK IS STAMPED BOGATA 1951.
 DM1369'
 DM1369'TO REACH FROM THE POST OFFICE IN BOGATA, GO NORTH ON THE
 DM1369'MAIN STREET, LOOP 38, FOR 0.46 MILE TO WHERE SURFACED ROAD
 DM1369'TURNS LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.31 MILE TO POINT
 DM1369'WHERE LOOP 38 TURNS LEFT AND STATION ON RIGHT OR EAST SIDE
 DM1369'OF ROAD AS DESCRIBED.  TO REACH AZIMUTH GO WEST FOR 0.1 MILE
 DM1369'TO S.H. 37.  TURN RIGHT AND GO NORTH ON S.H. 37 FOR 0.35
 DM1369'MILE TO AZIMUTH MARK ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 DM1369
 DM1369                          STATION RECOVERY (1964)
 DM1369
 DM1369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM1369'STATION WAS RECOVERED IN GOOD CONDITION.  R.M.S 1 AND 2 WERE
 DM1369'NOT RECOVERED AND MAY HAVE BEEN DESTROYED BY ROAD EQUIPMENT.
 DM1369'THE AZIMUTH MARK HAS BEEN DISTURBED.
 DM1369'
 DM1369'A NEW DESCRIPTION FOLLOWS--STATION IS LOCATED NEAR THE NORTH
 DM1369'EDGE OF BOGATA ON THE RIGHT-OF-WAY OF LOOP SPUR 38.  STATION
 DM1369'IS 44 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 13 FEET WEST
 DM1369'OF A N-S FENCE, AND APPROX. 175 FEET NE OF THE CENTERLINE
 DM1369'OF LOOP SPUR 38 AT A CURVE LEFT.
 DM1369'
 DM1369'TO REACH--FROM THE POST OFFICE IN BOGATA GO NORTH ON MAIN
 DM1369'STREET (BUSINESS U.S.271) FOR 0.6 MILES TO THE JCT WITH LOOP
 DM1369'SPUR 38.  THENCE STRAIGHT AHEAD (NORTH) ON LOOP SPUR 38 FOR 0.3
 DM1369'MILES TO A CURVE LEFT AND STATION ON RIGHT AS DESCRIBED.
 DM1369
 DM1369                          STATION RECOVERY (1964)
 DM1369
 DM1369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM1369'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33095-2, STATION 1003.
 DM1369'RECOVERY BY USGS, 1964--STATION WAS RECOVERED IN GOOD CONDITION.
 DM1369'REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT RECOVERED AND MAY HAVE BEEN
 DM1369'DESTROYED BY RD. EQUIPMENT.  THE AZIMUTH MARK HAS BEEN DISTURBED. A
 DM1369'NEW DESCRIPTION FOLLOWS
 DM1369'STATION IS LOCATED NEAR THE N. EDGE OF BOGATA ON THE RIGHT-OF-WAY OF
 DM1369'LOOP SPUR 38.  STATION IS 44 FT. S-SW. OF A FENCE CORNER, 13 FT. W. OF
 DM1369'A N-S. FENCE, AND APPROXIMATELY 175 FT. NE. OF THE CENTERLINE OF LOOP
 DM1369'SPUR 38 AT A CURVE LEFT.
 DM1369'TO REACH FROM THE POST OFFICE IN BOGATA, GO N. ON MAIN STREET
 DM1369'(BUSINESS US 271) FOR 0.6 MI. TO THE JUNCTION WITH LOOP SPUR 38,
 DM1369'THENCE STRAIGHT AHEAD (N.) ON LOOP SPUR 38 FOR 0.3 MI. TO A CURVE LEFT
 DM1369'AND STATION ON RIGHT AS DESCRIBED.
 DM1369'STATION MARK--STANDARD USC AND GS DISK STAMPED---BOGATA 1951---, SET
 DM1369'IN CONCRETE POST PROJECTING 4 IN.
 DM1369
 DM1369                          STATION RECOVERY (1969)
 DM1369
 DM1369'RECOVERY NOTE BY US AIR FORCE 1969
 DM1369'STATION RECOVERED IN GOOD CONDITION.  BOTH REFERENCE MARKS AND
 DM1369'THE AZIMUTH MARK WERE PREVIOUSLY REPORTED DESTROYED.
 DM1369'
 DM1369'THE ROUTE DESCRIPTION WAS ADEQUATE.
 DM1369'
 DM1369'NOTE--STATION MAY SOON BE DESTROYED BY GOPHER ACTIVITY IN THE
 DM1369'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1368 ***********************************************************************
 DM1368  DESIGNATION -  BOGATA MUNICIPAL TANK
 DM1368  PID         -  DM1368
 DM1368  STATE/COUNTY-  TX/RED RIVER
 DM1368  USGS QUAD   -  BOGATA (1964)
 DM1368
 DM1368                         *CURRENT SURVEY CONTROL
 DM1368  ___________________________________________________________________
 DM1368* NAD 83(1993)-  33 28 16.45622(N)    095 12 47.11638(W)     ADJUSTED  
 DM1368* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 DM1368  ___________________________________________________________________
 DM1368  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DM1368  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DM1368
 DM1368  HORZ ORDER  -  THIRD
 DM1368
 DM1368.The horizontal coordinates were established by classical geodetic methods
 DM1368.and adjusted by the National Geodetic Survey in July 1998..
 DM1368
 DM1368.The orthometric height was scaled from a topographic map.
 DM1368
 DM1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1368
 DM1368.The geoid height was determined by GEOID03.
 DM1368
 DM1368;                    North         East     Units Scale Factor Converg.
 DM1368;SPC TXNC     - 2,204,889.825   905,448.614   MT  0.99989936   +1 47 33.6
 DM1368;SPC TXNC     - 7,233,876.03  2,970,625.99   sFT  0.99989936   +1 47 33.6
 DM1368;UTM  15      - 3,705,721.527   294,348.358   MT  1.00012144   -1 13 15.6
 DM1368
 DM1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1368!SPC TXNC     -   0.99998395  x   0.99989936  =   0.99988331
 DM1368!UTM  15      -   0.99998395  x   1.00012144  =   1.00010538
 DM1368
 DM1368                          SUPERSEDED SURVEY CONTROL
 DM1368
 DM1368  NAD 83(1993)-  33 28 16.45622(N)    095 12 47.11638(W) AD(       ) 4
 DM1368  NAD 83(1993)-  33 28 16.45729(N)    095 12 47.11484(W) AD(       ) 4
 DM1368  NAD 83(1986)-  33 28 16.46283(N)    095 12 47.10310(W) AD(       ) 4
 DM1368  NAD 27      -  33 28 16.06500(N)    095 12 46.29600(W) AD(       ) 3
 DM1368
 DM1368.Superseded values are not recommended for survey control.
 DM1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1368.See file dsdata.txt to determine how the superseded data were derived.
 DM1368
 DM1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9434805722(NAD 83)
 DM1368_MARKER: 53 = ELEVATED TANK
 DM1368
 DM1368  HISTORY     - Date     Condition        Report By
 DM1368  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1368  HISTORY     - 1956     GOOD             CGS
 DM1368
 DM1368                          STATION DESCRIPTION
 DM1368
 DM1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DM1368'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33095-2, STATION 1017.
 DM1368
 DM1368                          STATION RECOVERY (1956)
 DM1368
 DM1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1368'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED
 DM1368'IN THE CENTER OF BOGATA, 1 BLOCK EAST OF LOOP 38, 1-1/2
 DM1368'BLOCKS NORTH OF F.M. 909.  IT IS SILVER IN COLOR AND IS
 DM1368'APPROXIMATELY 110 FEET HIGH.  THIS IS THE ONLY TANK IN BOGATA AND IT
 DM1368'WAS BUILT IN 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6475 ***********************************************************************
 AW6475  DESIGNATION -  BOGG
 AW6475  PID         -  AW6475
 AW6475  STATE/COUNTY-  TX/HARRIS
 AW6475  USGS QUAD   -  PASADENA (1995)
 AW6475
 AW6475                         *CURRENT SURVEY CONTROL
 AW6475  ___________________________________________________________________
 AW6475* NAD 83(1993)-  29 44 04.01040(N)    095 07 42.88257(W)     ADJUSTED  
 AW6475* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6475  ___________________________________________________________________
 AW6475  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6475  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6475
 AW6475  HORZ ORDER  -  THIRD
 AW6475
 AW6475.The horizontal coordinates were established by classical geodetic methods
 AW6475.and adjusted by the National Geodetic Survey in February 1996..
 AW6475
 AW6475.The orthometric height was scaled from a topographic map.
 AW6475
 AW6475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6475
 AW6475.The geoid height was determined by GEOID03.
 AW6475
 AW6475;                    North         East     Units Scale Factor Converg.
 AW6475;SPC TXSC     - 4,216,892.938   974,419.030   MT  0.99988747   +1 53 48.0
 AW6475;SPC TXSC     -13,834,922.91  3,196,906.43   sFT  0.99988747   +1 53 48.0
 AW6475;UTM  15      - 3,291,257.750   294,134.917   MT  1.00012293   -1 03 22.0
 AW6475
 AW6475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6475!SPC TXSC     -   1.00000427  x   0.99988747  =   0.99989174
 AW6475!UTM  15      -   1.00000427  x   1.00012293  =   1.00012720
 AW6475
 AW6475|---------------------------------------------------------------------|
 AW6475| PID    Reference Object                     Distance      Geod. Az  |
 AW6475|                                                           dddmmss.s |
 AW6475| CV6927 BOGG RM 2                                          00904     |
 AW6475| CV6049 BOGG RM 1                                          27050     |
 AW6475| AW6469 CHANNEL                             APPROX. 1.6 KM 2893154.2 |
 AW6475|---------------------------------------------------------------------|
 AW6475
 AW6475                          SUPERSEDED SURVEY CONTROL
 AW6475
 AW6475  NAD 83(1986)-  29 44 04.02557(N)    095 07 42.86361(W) AD(       ) 3
 AW6475  NAD 27      -  29 44 03.20547(N)    095 07 42.10860(W) AD(       ) 3
 AW6475
 AW6475.Superseded values are not recommended for survey control.
 AW6475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6475.See file dsdata.txt to determine how the superseded data were derived.
 AW6475
 AW6475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9413591258(NAD 83)
 AW6475_MARKER: DS = TRIANGULATION STATION DISK
 AW6475_SETTING: 0 = UNSPECIFIED SETTING
 AW6475
 AW6475  HISTORY     - Date     Condition        Report By
 AW6475  HISTORY     - 1931     MONUMENTED       CGS
 AW6475  HISTORY     - 1934     GOOD             TXGS
 AW6475  HISTORY     - 1952     GOOD             CGS
 AW6475
 AW6475                          STATION DESCRIPTION
 AW6475
 AW6475'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6475'STATION IS LOCATED ON THE N SHORE OF BUFFALO BAYOU, ACROSS
 AW6475'FROM THE SHELL OIL REFINERY, ABOUT 500 YARDS NW OF THE INTERSECTION
 AW6475'OF THE DEER PARK ROAD AND THE BAYOU.  IT IS ON ONE OF THE HIGHEST
 AW6475'GRASS-COVERED DREDGE DUMPS IN THIS VICINITY AT AN ELEVATION
 AW6475'OF 21 FEET.  IT IS 104 METERS BACK FROM THE BAYOU, THE AREA
 AW6475'BETWEEN THE STATION AND BAYOU BEING COVERED WITH SCATTERED
 AW6475'STUMPS.
 AW6475'
 AW6475'SURFACE AND REFERENCE MARKS AND BRONZE DISKS SET IN THE TOPS OF
 AW6475'CONCRETE POSTS.  MARKS PROJECT 4 INCHES ABOVE THE GROUND.
 AW6475
 AW6475                          STATION RECOVERY (1934)
 AW6475
 AW6475'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6475'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AW6475'DESCRIBED.
 AW6475
 AW6475                          STATION RECOVERY (1952)
 AW6475
 AW6475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6475'STATION WAS RECOVERED AS DESCRIBED.  STATION AND REFERENCE
 AW6475'MARKS ARE IN GOOD CONDITION.
 AW6475'
 AW6475'IT IS ON PROPERTY NOW BELONGING TO THE U.S. GOVERNMENT AND
 AW6475'UTILIZED AS THE SAN JACINTO ORDNANCE DEPOT.  IT MAY BE REACHED
 AW6475'BY LAND BY ENTERING THE MAIN GATE AND PROCEEDING S THROUGH THE
 AW6475'S FENCE AND GOING OUT THROUGH GATE NO. 10, DRIVING CROSS-COUNTRY
 AW6475'(S) TO THE SHORELINE OF THE HOUSTON SHIP CHANNEL, TURNING E
 AW6475'AND FOLLOWING THE SHORELINE TO A GROUP OF DREDGE-SPOIL HILLS
 AW6475'AND THE STATION SITE.
 AW6475'
 AW6475'A 4- BY 4-INCH WOODEN WITNESS POST PROJECTING 15 INCHES WAS
 AW6475'SET 1 FOOT N OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1331 ***********************************************************************
 DM1331  DESIGNATION -  BOGGY
 DM1331  PID         -  DM1331
 DM1331  STATE/COUNTY-  TX/RED RIVER
 DM1331  USGS QUAD   -  CLARKSVILLE (1964)
 DM1331
 DM1331                         *CURRENT SURVEY CONTROL
 DM1331  ___________________________________________________________________
 DM1331* NAD 83(1993)-  33 36 44.20810(N)    095 05 49.20693(W)     ADJUSTED  
 DM1331* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 DM1331  ___________________________________________________________________
 DM1331  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DM1331  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DM1331
 DM1331  HORZ ORDER  -  SECOND
 DM1331
 DM1331.The horizontal coordinates were established by classical geodetic methods
 DM1331.and adjusted by the National Geodetic Survey in February 1996..
 DM1331
 DM1331.The orthometric height was scaled from a topographic map.
 DM1331
 DM1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1331
 DM1331.The geoid height was determined by GEOID03.
 DM1331
 DM1331;                    North         East     Units Scale Factor Converg.
 DM1331;SPC TXNC     - 2,220,867.257   915,726.021   MT  0.99992037   +1 51 21.5
 DM1331;SPC TXNC     - 7,286,295.33  3,004,344.45   sFT  0.99992037   +1 51 21.5
 DM1331;UTM  15      - 3,721,139.033   305,454.081   MT  1.00006662   -1 09 40.3
 DM1331
 DM1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1331!SPC TXNC     -   0.99998147  x   0.99992037  =   0.99990184
 DM1331!UTM  15      -   0.99998147  x   1.00006662  =   1.00004809
 DM1331
 DM1331|---------------------------------------------------------------------|
 DM1331| PID    Reference Object                     Distance      Geod. Az  |
 DM1331|                                                           dddmmss.s |
 DM1331| CX9793 BOGGY RM 3                           39.998 METERS 04050     |
 DM1331| DM1328 CLARK                               APPROX. 8.0 KM 0673002.1 |
 DM1331| CX9790 BOGGY AZ MK 2                                      0833723.4 |
 DM1331| CX9789 BOGGY AZ MK                                        0843227.2 |
 DM1331| CX9791 BOGGY RM 1                           30.084 METERS 08911     |
 DM1331| CX9794 BOGGY RM 4                           39.758 METERS 32424     |
 DM1331| CX9792 BOGGY RM 2                           35.672 METERS 35548     |
 DM1331|---------------------------------------------------------------------|
 DM1331
 DM1331                          SUPERSEDED SURVEY CONTROL
 DM1331
 DM1331  NAD 83(1993)-  33 36 44.20843(N)    095 05 49.20566(W) AD(       ) 2
 DM1331  NAD 83(1986)-  33 36 44.21599(N)    095 05 49.19439(W) AD(       ) 2
 DM1331  NAD 27      -  33 36 43.82900(N)    095 05 48.39100(W) AD(       ) 2
 DM1331
 DM1331.Superseded values are not recommended for survey control.
 DM1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1331.See file dsdata.txt to determine how the superseded data were derived.
 DM1331
 DM1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0545421139(NAD 83)
 DM1331_MARKER: DS = TRIANGULATION STATION DISK
 DM1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1331
 DM1331  HISTORY     - Date     Condition        Report By
 DM1331  HISTORY     - 1951     MONUMENTED       CGS
 DM1331  HISTORY     - 1956     MARK NOT FOUND   CGS
 DM1331  HISTORY     - 1956     SEE DESCRIPTION  CGS
 DM1331  HISTORY     - 1969     GOOD             USAF
 DM1331  HISTORY     - 1978     GOOD             TXHD
 DM1331
 DM1331                          STATION DESCRIPTION
 DM1331
 DM1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1331'STATION IS LOCATED ABOUT 3 MILES WEST OF CLARKSVILLE IN THE
 DM1331'SOUTHWEST CORNER OF A FARMYARD.  STATION IS 39 FEET SOUTHWEST
 DM1331'OF THE SOUTHWEST CORNER OF FARMHOUSE.  THE MARK IS FLUSH WITH
 DM1331'THE GROUND AND THE DISK IS STAMPED BOGGY 1951.
 DM1331'
 DM1331'REFERENCE MARK NO. 1 IS 34 FEET SOUTH OF FENCE CORNER.  THE MARK
 DM1331'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BOGGY NO 1 1951.
 DM1331'
 DM1331'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE CENTERLINE OF
 DM1331'U.S. HIGHWAY 82.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 DM1331'IS STAMPED BOGGY NO 2 1951.
 DM1331'
 DM1331'AZIMUTH MARK IS 31 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 DM1331'82, 5 FEET WEST SOUTHWEST OF GATE POST AND 2 FEET WEST OF WITNESS
 DM1331'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 DM1331'BOGGY 1951.
 DM1331'
 DM1331'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN CLARKSVILLE
 DM1331'GO WEST ON U.S. HIGHWAY 82 FOR 2.4 MILES TO AZIMUTH MARK ON
 DM1331'RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.  CONTINUE WEST FOR 0.4
 DM1331'MILE TO HOUSE AND STATION ON LEFT OR SOUTH SIDE OF HIGHWAY
 DM1331'AS DESCRIBED.
 DM1331'
 DM1331'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DM1331
 DM1331                          STATION RECOVERY (1956)
 DM1331
 DM1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1331'THE STATION APPARENTLY HAS BEEN PLOWED UP.  THE AZIMUTH MARK
 DM1331'HAS EITHER BEEN BLADED UP OR COVERED UP BY NEW HIGHWAY
 DM1331'CONSTRUCTION.  THE REFERENCE MARKS WERE RECOVERED IN GOOD
 DM1331'CONDITION AS DESCRIBED.  THE HOUSE REFERRED TO IN THE ORIGINAL
 DM1331'DESCRIPTION HAS BEEN TORN DOWN.
 DM1331
 DM1331                          STATION RECOVERY (1956)
 DM1331
 DM1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 DM1331'STATION SUBSURFACE MARK WAS RECOVERED.  BOTH ORIGINAL REFERENCE
 DM1331'MARKS HAVE BEEN DESTROYED.  THE ORIGINAL AZIMUTH MARK WAS IN
 DM1331'PLACE BUT IN NEW HIGHWAY CONSTRUCTION AREAS.  A NEW AZIMUTH
 DM1331'MARK WAS ESTABLISHED, TWO NEW REFERENCE MARKS WERE SET AND AN
 DM1331'ADDITIONAL MARK WAS SET OVER THE UNDERGROUND MARK WITH THE TOP
 DM1331'ABOUT 10 INCHES BELOW THE SURFACE, TO CLEAR FARMING ACTIVITIES.
 DM1331'
 DM1331'THE STATION IS ABOUT 3 MILES WEST OF CLARKSVILLE AT THE TOP
 DM1331'OF A DIVIDE IN A CULTIVATED FIELD, ACROSS THE HIGHWAY, U.S.
 DM1331'NO. 82, FROM A FARM YARD, ABOUT 105 FEET SOUTH OF THE SOUTH
 DM1331'RIGHT-OF-WAY LINE OF THE HIGHWAY, 82.5 FEET SSW OF A 20 INCH
 DM1331'TREE, 35.8 SW OF A 12 INCH TREE AND 72.7 FEET WSW OF AN OLD
 DM1331'WELL CURB.  THE TOP MARK IS ABOUT 10 INCHES BELOW THE SURFACE
 DM1331'OF THE GROUND AND IS IN THE NORTHEAST BASE OF A TERRACE.
 DM1331'
 DM1331'REFERENCE MARK NO. 3 IS A STANDARD DISK IN CONCRETE WHICH
 DM1331'PROJECTS ABOUT 2 INCHES, 3 FEET EAST OF A POWER POLE AND ABOUT
 DM1331'3 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF THE HIGHWAY,
 DM1331'IN A CULTIVATED FIELD.
 DM1331'
 DM1331'REFERENCE MARK NO. 4 IS A STANDARD DISK IN CONCRETE WHICH PROJECTS
 DM1331'ABOUT 4 INCHES, IN THE SOUTH RIGHT-OF-WAY LINE OF THE HIGHWAY
 DM1331'AND IS ABOUT 90 FEET WEST OF THE 20 INCH DIAMETER TREE STANDING
 DM1331'NEAR THE EDGE OF THE FIELD.
 DM1331'
 DM1331'THE AZIMUTH MARK IS A STANDARD DISK IN CONCRETE PROJECTING
 DM1331'ABOUT 4 INCHES, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE,
 DM1331'1 FOOT SOUTHWEST OF A FENCE CORNER AND IN RANGE WITH THE EAST SIDE
 DM1331'OF A WHITE BARN AND OPPOSITE A BUTANE TANK.
 DM1331'
 DM1331'TO REACH THE STATION FROM CLARKSVILLE.  GO WEST ON THE HIGHWAY
 DM1331'FROM THE SQUARE ON HIGHWAY NO. 82, 02.4 MILE TO THE AZIMUTH
 DM1331'MARK ON THE RIGHT AS DESCRIBED.  THEN CONTINUE WEST 0.4 MILE TO
 DM1331'THE STATION ON THE LEFT AS DESCRIBED.
 DM1331
 DM1331                          STATION RECOVERY (1969)
 DM1331
 DM1331'RECOVERY NOTE BY US AIR FORCE 1969
 DM1331'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 DM1331'RECOVERED IN GOOD CONDITION.  THE ROUTE DESCRIPTION WAS ADEQUATE.
 DM1331
 DM1331                          STATION RECOVERY (1978)
 DM1331
 DM1331'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1978 (CLJ)
 DM1331'BOGGY 1951-56 RECOVERED GOOD.
 DM1331'
 DM1331'RM NO. 3 RECOVERED GOOD.
 DM1331'
 DM1331'AZIMUTH MARKS DESTROYED.
 DM1331'
 DM1331'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 DM1331'CLARKSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1884 ***********************************************************************
 FL1884  DESIGNATION -  BOGGY
 FL1884  PID         -  FL1884
 FL1884  STATE/COUNTY-  TX/HEMPHILL
 FL1884  USGS QUAD   -  LAKE MARVIN (1972)
 FL1884
 FL1884                         *CURRENT SURVEY CONTROL
 FL1884  ___________________________________________________________________
 FL1884* NAD 83(1993)-  35 59 15.40128(N)    100 08 48.16455(W)     ADJUSTED  
 FL1884* NAVD 88     -       804.     (meters)    2638.     (feet)  SCALED    
 FL1884  ___________________________________________________________________
 FL1884  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FL1884  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 FL1884
 FL1884  HORZ ORDER  -  THIRD
 FL1884
 FL1884.The horizontal coordinates were established by classical geodetic methods
 FL1884.and adjusted by the National Geodetic Survey in February 1996..
 FL1884
 FL1884.The orthometric height was scaled from a topographic map.
 FL1884
 FL1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1884
 FL1884.The geoid height was determined by GEOID03.
 FL1884
 FL1884;                    North         East     Units Scale Factor Converg.
 FL1884;SPC TX N     - 1,221,339.096   322,027.817   MT  0.99996021   +0 47 03.4
 FL1884;SPC TX N     - 4,007,010.02  1,056,519.60   sFT  0.99996021   +0 47 03.4
 FL1884;SPC OK N     -   111,718.036   406,439.620   MT  0.99995031   -1 16 00.8
 FL1884;SPC OK N     -   366,528.26  1,333,460.65   sFT  0.99995031   -1 16 00.8
 FL1884;UTM  14      - 3,983,182.260   396,631.223   MT  0.99973166   -0 40 26.0
 FL1884
 FL1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1884!SPC TX N     -   0.99987821  x   0.99996021  =   0.99983843
 FL1884!SPC OK N     -   0.99987821  x   0.99995031  =   0.99982853
 FL1884!UTM  14      -   0.99987821  x   0.99973166  =   0.99960991
 FL1884
 FL1884|---------------------------------------------------------------------|
 FL1884| PID    Reference Object                     Distance      Geod. Az  |
 FL1884|                                                           dddmmss.s |
 FL1884| CK9002 BOGGY RM 1                            8.518 METERS 01913     |
 FL1884| CK9001 BOGGY AZ MK 2                                      0205401.3 |
 FL1884| CK9003 BOGGY RM 2                            7.496 METERS 19546     |
 FL1884| CK9000 BOGGY AZ MK                                        3534247.1 |
 FL1884|---------------------------------------------------------------------|
 FL1884
 FL1884                          SUPERSEDED SURVEY CONTROL
 FL1884
 FL1884  NAD 83(1993)-  35 59 15.40144(N)    100 08 48.16452(W) AD(       ) 3
 FL1884  NAD 83(1986)-  35 59 15.40753(N)    100 08 48.15259(W) AD(       ) 3
 FL1884  NAD 27      -  35 59 15.25300(N)    100 08 46.70100(W) AD(       ) 3
 FL1884
 FL1884.Superseded values are not recommended for survey control.
 FL1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1884.See file dsdata.txt to determine how the superseded data were derived.
 FL1884
 FL1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9663183182(NAD 83)
 FL1884_MARKER: DS = TRIANGULATION STATION DISK
 FL1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1884
 FL1884  HISTORY     - Date     Condition        Report By
 FL1884  HISTORY     - 1952     MONUMENTED       CGS
 FL1884  HISTORY     - 1972     SEE DESCRIPTION  NGS
 FL1884
 FL1884                          STATION DESCRIPTION
 FL1884
 FL1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1884'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF GLAZIER,
 FL1884'7 MILES NORTH-NORTHEAST OF LAKE MARVIN, 0.3 MILE SOUTHWEST
 FL1884'OF A HOUSE AND FARM BUILDINGS, 6 FEET NORTHWEST OF A WITNESS
 FL1884'POST, AND ON A SMALL KNOLL IN PASTURE LAND OWNED BY JONES
 FL1884'AND JONES OF LEBO, KANSAS.
 FL1884'
 FL1884'TO REACH THE STATION FROM THE POST OFFICE IN GLAZIER.  GO
 FL1884'NORTHWEST ON U.S. HIGHWAY 60 FOR 2.2 MILES TO A T-ROAD RIGHT
 FL1884'AND A SIGN LAKE MARVIN, TURN RIGHT AND GO SOUTH ON DIRT ROAD
 FL1884'FOR 4.6 MILES TO A Y-FORK AND SIGN LAKE MARVIN, TAKE THE LEFT
 FL1884'FORK AND GO EAST FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT.
 FL1884'CONTINUE FOR 0.3 MILE TO A CATTLE GUARD ON THE RIGHT, TURN
 FL1884'RIGHT ACROSS THE CATTLE GUARD AND GO 0.25 MILE TO A GATE
 FL1884'BETWEEN A HOUSE AND A BARN, PASS THROUGH THE GATE AND GO
 FL1884'0.05 MILE TO A GATE, PASS THROUGH THE GATE AND FOLLOW TRACK
 FL1884'ROAD FOR 0.3 MILE.  THEN TURN RIGHT AND GO NORTHWEST ACROSS
 FL1884'COUNTRY FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION
 FL1884'SITE.
 FL1884'
 FL1884'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL1884'POSTS.
 FL1884'
 FL1884'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED BOGGY
 FL1884'1952.
 FL1884'
 FL1884'REFERENCE MARK NO. 1 IS 3 FEET LOWER THAN THE STATION MARK.
 FL1884'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED BOGGY NO 1
 FL1884'1951.
 FL1884'
 FL1884'REFERENCE MARK NO. 2 IS 3 FEET LOWER THAN THE STATION MARK.
 FL1884'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 FL1884'BOGGY NO 2 1952.
 FL1884'
 FL1884'THE AZIMUTH MARK IS 23 FEET NORTH OF THE APPROXIMATE CENTER OF
 FL1884'A DIRT ROAD AND 5 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 FL1884'2 INCHES, AND THE DISK IS STAMPED BOGGY 1952.
 FL1884
 FL1884                          STATION RECOVERY (1972)
 FL1884
 FL1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FL1884'THE STATION MARK, AZIMUTH AND REFERENCE MARKS WERE RECOVERED
 FL1884'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WILL BE DESTROYED
 FL1884'BY ROAD CONSTRUCTION IN THE NEAR FUTURE.  A NEW AZIMUTH MARK
 FL1884'WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA AT THIS TIME.
 FL1884'DIRECTIONS AND DISTANCES TO REFERENCE MARKS CHECKED.
 FL1884'
 FL1884'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FL1884'
 FL1884'THE STATION IS LOCATED ABOUT 15 MILES EAST-NORTHEAST OF CANADIAN,
 FL1884'7 MILES EAST-SOUTHEAST OF GLAZIER, 7 MILES NORTH-NORTHEAST OF
 FL1884'LAKE MARVIN AND ON THE HIGHEST POINT OF A LOW ROUND-TOP, GRASSY
 FL1884'COVERED KNOB, THAT IS ABOUT 0.5 MILE SOUTHWEST OF FARM BUILDINGS.
 FL1884'
 FL1884'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 60
 FL1884'AND STATE HIGHWAY 305 IN GLAZIER.  GO NORTHERLY ON U.S. HIGHWAY
 FL1884'60 FOR 1.7 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 FL1884'GO EASTERLY CROSSING RAILROAD TRACKS ON GRADED ROAD FOR 3.4
 FL1884'MILES TO WHERE THE MAIN ROAD WILL BEAR RIGHT AND GO SOUTH, HERE
 FL1884'BEAR RIGHT AND GO SOUTH ON MAIN ROAD FOR 0.9 MILE TO FORK.  KEEP
 FL1884'LEFT AND GO EAST ON GRADED ROAD FOR 2.3 MILES TO AZIMUTH MARK
 FL1884'ON THE RIGHT, WHICH IS ABOUT 0.25 MILE NORTH OF FARM
 FL1884'BUILDINGS.  CONTINUE EAST ON MAIN ROAD FOR 0.05 MILE TO A SIDE
 FL1884'ROAD ON THE RIGHT AND CATTLE-GUARD.  TURN RIGHT AND FOLLOW TRACK
 FL1884'ROAD SOUTHERLY FOR 0.2 MILE TO FARM BUILDINGS.  FOLLOW TRACK
 FL1884'ROAD SOUTH, PASSING BETWEEN BARN AND HOUSE, TO GATE AT THE
 FL1884'NORTHEAST CORNER OF PASTURE A DISTANCE OF ABOUT 0.1 MILE.
 FL1884'PASS THROUGH GATE AND FOLLOW TRACK ROAD SOUTHERLY FOR 0.3
 FL1884'MILE TO A DIM TRACK ROAD ON THE RIGHT, KEEP RIGHT AND FOLLOW
 FL1884'DIM TRACK ROAD SOUTHWESTERLY FOR 0.1 MILE TO ANOTHER DIM
 FL1884'TRACK ROAD ON THE RIGHT, BEAR RIGHT AND FOLLOW DIM TRACK ROAD
 FL1884'NORTHERLY UP SLOPE OF KNOB FOR 0.1 MILE TO STATION.
 FL1884'
 FL1884'STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE POST, THAT
 FL1884'PROJECTS 4 INCHES AND IS STAMPED BOGGY 1952.  IT IS ON THE
 FL1884'HIGHEST POINT OF KNOB AND ON THE EAST EDGE OF TRACK ROAD.
 FL1884'
 FL1884'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A
 FL1884'SQUARE CONCRETE POST, THAT PROJECTS ABOUT 6 INCHES AND IS
 FL1884'STAMPED BOGGY NO 1 1952.  IT IS ON THE NORTHEAST SLOPE OF KNOB
 FL1884'AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 FL1884'
 FL1884'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A
 FL1884'SQUARE CONCRETE POST, THAT PROJECTS ABOUT 2 INCHES AND IS STAMPED
 FL1884'BOGGY NO 2 1952.  IT IS ON THE SOUTH SLOPE OF KNOB, AND ABOUT
 FL1884'2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 FL1884'
 FL1884'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL1884'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 FL1884'BOGGY 1952 1972.  IT IS 116 FEET EAST OF A T FENCE-CORNER, 120
 FL1884'FEET WEST OF A CATTLE-GUARD, AND ROAD LEADING TO FARM BUILDINGS,
 FL1884'53 FEET SOUTH OF THE CENTER-LINE OF ROAD, 30 FEET NORTH OF A
 FL1884'HI-LINE POLE, 17 FEET SOUTH OF A HI-LINE POLE, 1.6 FEET
 FL1884'EAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF FENCE
 FL1884'LINE.
 FL1884'
 FL1884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--GLAZIER ESE
 FL1884'7-MILES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0444 ***********************************************************************
 BA0444  DESIGNATION -  BOGLES
 BA0444  PID         -  BA0444
 BA0444  STATE/COUNTY-  TX/PRESIDIO
 BA0444  USGS QUAD   -  SAUCEDA RANCH (1971)
 BA0444
 BA0444                         *CURRENT SURVEY CONTROL
 BA0444  ___________________________________________________________________
 BA0444* NAD 83(1993)-  29 28 26.91683(N)    103 53 22.85775(W)     ADJUSTED  
 BA0444* NAVD 88     -      1429.     (meters)    4688.     (feet)  SCALED    
 BA0444  ___________________________________________________________________
 BA0444  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 BA0444  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 BA0444
 BA0444  HORZ ORDER  -  FIRST
 BA0444
 BA0444.The horizontal coordinates were established by classical geodetic methods
 BA0444.and adjusted by the National Geodetic Survey in February 1996..
 BA0444
 BA0444.The orthometric height was scaled from a topographic map.
 BA0444
 BA0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0444
 BA0444.The geoid height was determined by GEOID03.
 BA0444
 BA0444;                    North         East     Units Scale Factor Converg.
 BA0444;SPC TXSC     - 4,191,756.658   125,946.838   MT  0.99986619   -2 23 43.9
 BA0444;SPC TXSC     -13,752,454.97    413,210.58   sFT  0.99986619   -2 23 43.9
 BA0444;UTM  13      - 3,261,031.783   607,651.107   MT  0.99974299   +0 32 46.9
 BA0444
 BA0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0444!SPC TXSC     -   0.99977895  x   0.99986619  =   0.99964517
 BA0444!UTM  13      -   0.99977895  x   0.99974299  =   0.99952199
 BA0444
 BA0444|---------------------------------------------------------------------|
 BA0444| PID    Reference Object                     Distance      Geod. Az  |
 BA0444|                                                           dddmmss.s |
 BA0444| CH8437 BOGLES RM 1                           9.345 METERS 04305     |
 BA0444| BA0441 BREWSTER                            APPROX.13.4 KM 1090021.4 |
 BA0444| CH8438 BOGLES RM 2                           7.751 METERS 28928     |
 BA0444|---------------------------------------------------------------------|
 BA0444
 BA0444                          SUPERSEDED SURVEY CONTROL
 BA0444
 BA0444  NAD 83(1986)-  29 28 26.90739(N)    103 53 22.84746(W) AD(       ) 1
 BA0444  NAD 27      -  29 28 26.22300(N)    103 53 21.14700(W) AD(       ) 1
 BA0444
 BA0444.Superseded values are not recommended for survey control.
 BA0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0444.See file dsdata.txt to determine how the superseded data were derived.
 BA0444
 BA0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN0765161032(NAD 83)
 BA0444_MARKER: DS = TRIANGULATION STATION DISK
 BA0444_SETTING: 80 = SET IN A BOULDER
 BA0444_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BA0444
 BA0444  HISTORY     - Date     Condition        Report By
 BA0444  HISTORY     - 1934     MONUMENTED       CGS
 BA0444  HISTORY     - 1958     GOOD             AMS
 BA0444
 BA0444                          STATION DESCRIPTION
 BA0444
 BA0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0444'ABOUT 20 MILES WEST-NORTHWEST OF TERLINGUA, 16-1/2 MILES NORTHEAST
 BA0444'OF REDFORD AND 1-1/2 MILES WEST OF THE FRESNO CANYON ROAD, ON
 BA0444'A SMALL HILL NEAR THE NORTHWEST END OF THE MESA ABOUT 3/4
 BA0444'MILE WEST OF POST MOUNTAIN ON THE HIGHEST POINT OF THE HILL.
 BA0444'
 BA0444'TO REACH FROM BOGLES RANCH, GO EAST ON THE MAIN ROAD 1.6 MILES
 BA0444'FROM THE RANCH HOUSE TO A GATE IMMEDIATELY NORTH OF SOME
 BA0444'CORRALS.  PASS THROUGH THE GATE AND CONTINUE EAST AND NORTH
 BA0444'2.4 MILES ON MAIN-TRAVELED ROAD.  AT THIS POINT LEAVE MAIN ROAD
 BA0444'AND TURN RIGHT (EAST) ACROSS BRUSH COVERED FLATS TO THE BASE
 BA0444'OF HILL.  THIS IS THE END OF TRUCK TRAVEL.  FROM HERE 15-MINUTE
 BA0444'PACK UP HILL TO THE STATION SITUATED ON THE WEST END OF THE
 BA0444'RIDGE.
 BA0444'
 BA0444'TO REACH FROM SMITHS RANCH GO NORTH ON MAIN (FRESNO CANYON)
 BA0444'ROAD 10.3 MILES TO A SIGN PRESIDO, TURN LEFT AND FOLLOW
 BA0444'MAIN-TRAVELED ROAD FOR 4.55 MILES.  TURN LEFT (EAST) AND
 BA0444'PROCEED TO HILL AS ABOVE.
 BA0444'
 BA0444'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BA0444'DISKS SET IN BOULDERS.
 BA0444'UNDERGROUND MARK IS A STANDARD BRONZE DISK
 BA0444'SET IN CONCRETE.
 BA0444
 BA0444                          STATION RECOVERY (1958)
 BA0444
 BA0444'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0444'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 BA0444'DESCRIBED.
 BA0444'
 BA0444'THE STATION IS LOCATED ON THE HIGHEST POINT OF BLACK HILL IN
 BA0444'THE CENTER OF A LARGE CIRCULAR ROCK PILE.  52 FEET ESE OF SHARP
 BA0444'DROP TO THE WNW.  105 FEET N OF SHEER DROP TO THE S.  218
 BA0444'FEET SW OF LONE BUSH NEAR LIGHT SPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2668 ***********************************************************************
 CS2668  DESIGNATION -  BOIS
 CS2668  PID         -  CS2668
 CS2668  STATE/COUNTY-  TX/KAUFMAN
 CS2668  USGS QUAD   -  ROSSER (1963)
 CS2668
 CS2668                         *CURRENT SURVEY CONTROL
 CS2668  ___________________________________________________________________
 CS2668* NAD 83(1993)-  32 26 49.43160(N)    096 22 45.43872(W)     ADJUSTED  
 CS2668* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 CS2668  ___________________________________________________________________
 CS2668  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 CS2668  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS2668
 CS2668  HORZ ORDER  -  FIRST
 CS2668
 CS2668.The horizontal coordinates were established by classical geodetic methods
 CS2668.and adjusted by the National Geodetic Survey in February 1996..
 CS2668
 CS2668.The orthometric height was scaled from a topographic map.
 CS2668
 CS2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2668
 CS2668.The geoid height was determined by GEOID03.
 CS2668
 CS2668;                    North         East     Units Scale Factor Converg.
 CS2668;SPC TXNC     - 2,088,551.722   799,386.331   MT  0.99992789   +1 09 23.8
 CS2668;SPC TXNC     - 6,852,190.11  2,622,653.32   sFT  0.99992789   +1 09 23.8
 CS2668;UTM  14      - 3,593,015.440   746,368.294   MT  1.00034855   +1 24 24.4
 CS2668
 CS2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2668!SPC TXNC     -   0.99998390  x   0.99992789  =   0.99991179
 CS2668!UTM  14      -   0.99998390  x   1.00034855  =   1.00033244
 CS2668
 CS2668:                Primary Azimuth Mark                     Grid Az
 CS2668:SPC TXNC     -  BOIS AZ MK                               018 14 13.6
 CS2668:UTM  14      -  BOIS AZ MK                               017 59 13.0
 CS2668
 CS2668|---------------------------------------------------------------------|
 CS2668| PID    Reference Object                     Distance      Geod. Az  |
 CS2668|                                                           dddmmss.s |
 CS2668| CX9798 BOIS AZ MK                                         0192337.4 |
 CS2668| CX9799 BOIS RM 1                            29.302 METERS 15955     |
 CS2668| CS2663 VALLEY FARMS ELEVATOR               APPROX.14.9 KM 1900438.6 |
 CS2668| CX9800 BOIS RM 2                            25.432 METERS 25016     |
 CS2668| CS2666 ROSSER VALLEY FARMS WATER TANK      APPROX. 5.6 KM 2772418.6 |
 CS2668| CS2669 ROSSER VALLEY FARMS ELEVATOR        APPROX. 5.7 KM 2780725.9 |
 CS2668|---------------------------------------------------------------------|
 CS2668
 CS2668                          SUPERSEDED SURVEY CONTROL
 CS2668
 CS2668  NAD 83(1986)-  32 26 49.43877(N)    096 22 45.42208(W) AD(       ) 1
 CS2668  NAD 27      -  32 26 48.93300(N)    096 22 44.48700(W) AD(       ) 1
 CS2668
 CS2668.Superseded values are not recommended for survey control.
 CS2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2668.See file dsdata.txt to determine how the superseded data were derived.
 CS2668
 CS2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA4636893015(NAD 83)
 CS2668_MARKER: DS = TRIANGULATION STATION DISK
 CS2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2668
 CS2668  HISTORY     - Date     Condition        Report By
 CS2668  HISTORY     - 1947     MONUMENTED       CGS
 CS2668
 CS2668                          STATION DESCRIPTION
 CS2668
 CS2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2668'THE STATION IS LOCATED ABOUT 8.0 MILES WEST OF KEMP, 10.5 MILES
 CS2668'SOUTH-SOUTHWEST OF KAUFMAN ON THE EAST SIDE OF THE TRINITY RIVER
 CS2668'AND ON LAND OWNED BY A RETHA SANDERS.  IT IS 0.1 MILE SOUTH OF
 CS2668'THE FARMHOUSE, 30 FEET WEST OF THE FENCE LINE IN A SMALL CLEARING
 CS2668'BETWEEN A GROVE OF LARGE OAK TREES.  IT IS STAMPED BOIS 1947 AND
 CS2668'PROJECTS 3 INCHES.
 CS2668'
 CS2668'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, JUST WEST OF FENCE
 CS2668'LINE.  IT IS STAMPED BOIS NO 1 1947 AND PROJECTS 2 INCHES.
 CS2668'
 CS2668'REFERENCE MARK NO 2 IS WEST OF THE STATION IN THE OPEN PASTURE.
 CS2668'IT IS STAMPED BOIS NO 2 1947 AND PROJECTS 2 INCHES.
 CS2668'
 CS2668'THE AZIMUTH MARK IS ABOUT 0.55 MILES NORTH OF THE STATION AT
 CS2668'A TURN IN THE ROAD.  IT IS 15 FEET WEST OF THE FENCE CORNER, 15
 CS2668'FEET NORTH OF THE CENTER OF THE DIRT ROAD AND 3 FEET EAST OF
 CS2668'THE WITNESS POST.  IT IS STAMPED BOIS 1947 AND PROJECTS 3 INCHES.
 CS2668'
 CS2668'TO REACH THE STATION FROM THE COURT HOUSE IN KAUFMAN.  GO SOUTH ON
 CS2668'ROUTES U.S. 175 AND STATE 34 FOR 1.0 MILE TO WHERE THE ROUTES
 CS2668'DIVIDE, KEEP RIGHT ON STATE ROUTE 34 TOWARDS ENNIS FOR 10.8 MILES
 CS2668'TO CROSS ROADS AT A LARGE WHITE HOUSE IN THE NORTHEAST ANGLE,
 CS2668'(THIS IS 0.2 MILE NORTHEAST OF THE VALLEY FARMS GRAIN ELEVATOR)
 CS2668'TURN SHARP LEFT IN AN EASTERLY DIRECTION AND GO 0.4 MILE TO
 CS2668'T-ROAD, TURN LEFT AND GO 0.2 MILE, THEN RIGHT ON SIDE ROAD FOR
 CS2668'1.6 MILES TO ANOTHER T-ROAD, TURN RIGHT AND GO 0.3 MILE TO A
 CS2668'SIDE ROAD RIGHT, TURN RIGHT AND GO 1.25 MILES TO FARM HOUSE ON
 CS2668'THE RIGHT AFTER MAKING SEVERAL JOGS IN ROAD, TURN RIGHT INTO
 CS2668'FARM THEN LEFT THROUGH GATE INTO SMALL PASTURE AND CONTINUE FOR
 CS2668'0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.  FROM STATION
 CS2668'GO BACK ALONG ROAD FOR 0.55 MILE TO THE LAST LEFT TURN IN ROAD
 CS2668'TO THE AZIMUTH MARK AS DESCRIBED.
 CS2668'
 CS2668'A 100-FT SIGNAL AT CONEY IS VISIBLE AT 50-FEET
 CS2668'
 CS2668'A 100-FT SIGNAL AT GRAY IS VISIBLE AT 50-FEET
 CS2668'
 CS2668'A 74-FT SIGNAL AT TELICO IS VISIBLE AT 37-FEET
 CS2668'
 CS2668'A 74 FT SIGNAL AT SCURRY IS VISIBLE AT 50-FEET
 CS2668'
 CS2668'AN 87-FT SIGNAL AT COTTONWOOD IS VISIBLE AT 37-FEET
 CS2668'
 CS2668'AN 87-FT SIGNAL AT SMITH IS VISIBLE AT 37-FEET
 CS2668'
 CS2668'A 74-FT SIGNAL AT BRISTOL IS VISIBLE AT 37-FEET
 CS2668'
 CS2668'A 100-FT SIGNAL AT ROSSER IS VISIBLE AT 37-FEET
 CS2668'
 CS2668'A 100-FT SIGNAL AT WARSAW IS VISIBLE AT 50-FEET
 CS2668'
 CS2668'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3070 ***********************************************************************
 CS3070  DESIGNATION -  BOISDARC
 CS3070  PID         -  CS3070
 CS3070  STATE/COUNTY-  TX/HILL
 CS3070  USGS QUAD   -  ITASCA (1965)
 CS3070
 CS3070                         *CURRENT SURVEY CONTROL
 CS3070  ___________________________________________________________________
 CS3070* NAD 83(1993)-  32 10 35.70420(N)    097 12 23.73889(W)     ADJUSTED  
 CS3070* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 CS3070  ___________________________________________________________________
 CS3070  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 CS3070  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CS3070
 CS3070  HORZ ORDER  -  SECOND
 CS3070
 CS3070.The horizontal coordinates were established by classical geodetic methods
 CS3070.and adjusted by the National Geodetic Survey in February 1996..
 CS3070
 CS3070.The orthometric height was scaled from a topographic map.
 CS3070
 CS3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3070
 CS3070.The geoid height was determined by GEOID03.
 CS3070
 CS3070;                    North         East     Units Scale Factor Converg.
 CS3070;SPC TXNC     - 2,057,297.244   721,978.658   MT  0.99998830   +0 42 19.5
 CS3070;SPC TXNC     - 6,749,649.37  2,368,691.65   sFT  0.99998830   +0 42 19.5
 CS3070;UTM  14      - 3,561,418.504   669,083.351   MT  0.99995257   +0 57 19.0
 CS3070
 CS3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3070!SPC TXNC     -   0.99996769  x   0.99998830  =   0.99995599
 CS3070!UTM  14      -   0.99996769  x   0.99995257  =   0.99992027
 CS3070
 CS3070|---------------------------------------------------------------------|
 CS3070| PID    Reference Object                     Distance      Geod. Az  |
 CS3070|                                                           dddmmss.s |
 CS3070| CX9802 BOISDARC RM 1                       123.592 METERS 07926     |
 CS3070| CS3071 ITASCA MUNICIPAL STANDPIPE          APPROX. 5.6 KM 1082351.2 |
 CS3070| CS3067 ITASCA COTTON MFG CO TANK           APPROX. 7.1 KM 1155634.6 |
 CS3070| CX9801 BOISDARC AZ MK                                     1505829.0 |
 CS3070| CX9803 BOISDARC RM 2                        27.167 METERS 17031     |
 CS3070| CS3074 COVINGTON WATER TANK                APPROX. 4.7 KM 2732231.7 |
 CS3070| CS3090 PARKER                              APPROX.11.7 KM 3192621.3 |
 CS3070|---------------------------------------------------------------------|
 CS3070
 CS3070                          SUPERSEDED SURVEY CONTROL
 CS3070
 CS3070  NAD 83(1986)-  32 10 35.71085(N)    097 12 23.71889(W) AD(       ) 2
 CS3070  NAD 27      -  32 10 35.17400(N)    097 12 22.68200(W) AD(       ) 2
 CS3070
 CS3070.Superseded values are not recommended for survey control.
 CS3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3070.See file dsdata.txt to determine how the superseded data were derived.
 CS3070
 CS3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6908361419(NAD 83)
 CS3070_MARKER: DS = TRIANGULATION STATION DISK
 CS3070_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CS3070
 CS3070  HISTORY     - Date     Condition        Report By
 CS3070  HISTORY     - 1948     MONUMENTED       CGS
 CS3070  HISTORY     - 1951     SEE DESCRIPTION  CGS
 CS3070  HISTORY     - 1966     MARK NOT FOUND   USGS
 CS3070  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CS3070
 CS3070                          STATION DESCRIPTION
 CS3070
 CS3070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3070'THE STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHWEST OF
 CS3070'HILLSBORO, 4 MILES WEST-NORTHWEST OF ITASCA, ON THE GROUNDS
 CS3070'OF THE BOISDARC COUNTRY SCHOOL AND ALONG THE NORTH SIDE
 CS3070'OF STATE ROUTE 291.  IT IS 59 FEET EAST OF THE CENTERLINE
 CS3070'OF THE ROAD AND 54 FEET WEST-NORTHWEST OF THE NORTHWEST
 CS3070'CORNER OF THE SCHOOL HOUSE.  THE MARK IS FLUSH WITH THE
 CS3070'GROUND AND THE DISK IS STAMPED BOISDARC 1948.
 CS3070'
 CS3070'REFERENCE MARK NO. 1 IS 103.31 FEET EAST-SOUTHEAST OF THE
 CS3070'STATION AND 1 FOOT NORTH OF THE NORTHEAST CORNER OF THE
 CS3070'SCHOOL HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 CS3070'DISK IS STAMPED BOISDARC NO 1 1948.
 CS3070'
 CS3070'REFERENCE MARK NO. 2 IS 89.13 FEET SOUTHWEST OF THE STATION,
 CS3070'26 FEET SOUTH OF A POWER POLE AND 24 FEET EAST OF THE CENTERLINE
 CS3070'OF THE ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 CS3070'STAMPED BOISDARC NO 2 1948.
 CS3070'
 CS3070'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 20
 CS3070'FEET EAST OF THE CENTERLINE OF THE ROAD, 2.8 FEET NORTH
 CS3070'OF A WITNESS POST AND 2 FEET NORTHEAST OF A POWER POLE.
 CS3070'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BOISDARC
 CS3070'1948.
 CS3070'
 CS3070'TO REACH FROM THE RAILROAD CROSSING IN ITASCA, GO NORTH
 CS3070'ON U.S. HIGHWAY 81 FOR 2.8 MILES TO THE JUNCTION WITH STATE
 CS3070'ROUTE 291, TURN LEFT (WEST) ON ROUTE 291 FOR 2.8 MILES TO
 CS3070'A CROSSROAD AND SCHOOL HOUSE ON THE RIGHT.  TURN RIGHT ABOUT
 CS3070'0.15 MILE TO THE NORTHWEST CORNER OF SCHOOL GROUNDS AND
 CS3070'THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH FROM THE
 CS3070'STATION, GO SOUTH 0.15 MILE TO ROUTE 291, CONTINUE ON SOUTH
 CS3070'FOR 0.3 MILE TO THE MARK ON THE LEFT AT ENTRANCE TO FARM
 CS3070'HOUSE.
 CS3070'
 CS3070'AN 87 FOOT SIGNAL AT PARKER IS VISIBLE AT 10 FEET.
 CS3070'
 CS3070'A 100 FOOT SIGNAL AT ISLAND IS VISIBLE AT 10 FEET.
 CS3070'
 CS3070'AN 87 FOOT SIGNAL AT FILES IS VISIBLE FROM THE GROUND.
 CS3070'
 CS3070'A 100 FOOT SIGNAL AT ITASCA IS VISIBLE AT 20 FEET.
 CS3070'
 CS3070'A 100 FOOT SIGNAL AT MAYFIELD IS VISIBLE FROM THE GROUND.
 CS3070'
 CS3070'A 74 FOOT SIGNAL AT OSCEOLA IS VISIBLE AT 37 FEET.
 CS3070'
 CS3070'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS3070
 CS3070                          STATION RECOVERY (1951)
 CS3070
 CS3070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3070'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CS3070'THE AZIMUTH MARK MONUMENT WAS FOUND PULLED OUT OF THE GROUND
 CS3070'AND LYING ALONG THE ROAD.  THE BOISDARC SCHOOL HAS BEEN
 CS3070'DISCONTINUED, ALL OF THE BUILDINGS HAVE BEEN REMOVED AND
 CS3070'THE GROUNDS PUT TO CULTIVATION.  AT THE REQUEST OF THE PROPERTY
 CS3070'OWNER, THE SURFACE STATION MARK WAS REMOVED AND RESET EXACTLY
 CS3070'OVER THE SUB-SURFACE MARK AND ABOUT 1 FOOT BELOW THE SURFACE.
 CS3070'REFERENCE NO. 1 WAS REMOVED AND RESET OUTSIDE THE CULTIVATED
 CS3070'AREA.
 CS3070'
 CS3070'THE STATION MARK IS A STANDARD DISK STAMPED BOISDARC 1948
 CS3070'SET IN THE TOP OF A CONCRETE MONUMENT ABOUT 1 FOOT BELOW
 CS3070'THE SURFACE.  IT IS ABOUT 200 YARDS NORTH OF STATE HIGHWAY
 CS3070'NO. 291, 59 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 CS3070'ROAD AND ABOUT 100 YARDS E.N.E. OF A FARM HOUSE.
 CS3070'
 CS3070'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BOISDARC
 CS3070'1948 NO. 1 1951 SET IN THE TOP OF A CONCRETE MONUMENT, ABOUT
 CS3070'200 YARDS N.E. OF THE CROSSROADS, 11 YARDS NORTH OF THE
 CS3070'CENTERLINE OF THE STATE HIGHWAY, 7 FEET EAST OF THE BASE
 CS3070'OF A GUY WIRE AND 9 YARDS EAST OF THE GUYED POWER POLE.
 CS3070'IT IS ON THE LINE PROJECTED FROM THE CENTER-LINE OF THE
 CS3070'HIGHWAY FROM THE EAST AND OUTSIDE A CURVE.  THE MONUMENT
 CS3070'PROJECTS ABOUT 2 INCHES.
 CS3070'
 CS3070'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BOISDARC
 CS3070'1948 NO. 2 AND IS SET IN A CONCRETE MONUMENT FLUSH WITH
 CS3070'THE SURFACE.  IT IS 24 FEET EAST OF THE CENTER-LINE OF THE
 CS3070'NORTH-SOUTH ROAD, 26 FEET SOUTH OF A POWER POLE, AT THE
 CS3070'BASE OF A GUY WIRE AND IS ABOUT 20 YARDS NORTH OF A FIELD
 CS3070'ROAD CROSSING.  IT IS A FLUSH MARK.
 CS3070'
 CS3070'TO REACH FROM ITASCA--GO NORTH ON U.S. HIGHWAY NO. 81 FROM
 CS3070'THE MAIN STREET INTERSECTION, 02.8 MILES TO STATE HIGHWAY
 CS3070'291.  TURN LEFT OR WEST HERE AND GO 02.8 MILES TO THE CROSS
 CS3070'ROAD AND THE STATION ABOUT 200 YARDS NORTH AS DESCRIBED.
 CS3070
 CS3070                          STATION RECOVERY (1966)
 CS3070
 CS3070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CS3070'STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 CS3070'
 CS3070'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 CS3070'NW OF HILLSBORO
 CS3070
 CS3070                          STATION RECOVERY (1999)
 CS3070
 CS3070'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2158 ***********************************************************************
 BL2158  DESIGNATION -  BOLD
 BL2158  PID         -  BL2158
 BL2158  STATE/COUNTY-  TX/POLK
 BL2158  USGS QUAD   -  NEW WILLARD (1984)
 BL2158
 BL2158                         *CURRENT SURVEY CONTROL
 BL2158  ___________________________________________________________________
 BL2158* NAD 83(1993)-  30 50 15.91901(N)    094 59 11.49258(W)     ADJUSTED  
 BL2158* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 BL2158  ___________________________________________________________________
 BL2158  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BL2158  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL2158
 BL2158  HORZ ORDER  -  SECOND
 BL2158
 BL2158.The horizontal coordinates were established by classical geodetic methods
 BL2158.and adjusted by the National Geodetic Survey in February 1996..
 BL2158
 BL2158.The orthometric height was scaled from a topographic map.
 BL2158
 BL2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2158
 BL2158.The geoid height was determined by GEOID03.
 BL2158
 BL2158;                    North         East     Units Scale Factor Converg.
 BL2158;SPC TX C     - 3,142,109.919 1,211,250.106   MT  0.99988580   +2 45 14.1
 BL2158;SPC TX C     -10,308,738.96  3,973,909.72   sFT  0.99988580   +2 45 14.1
 BL2158;UTM  15      - 3,413,310.076   310,015.696   MT  1.00004526   -1 01 07.0
 BL2158
 BL2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2158!SPC TX C     -   0.99998561  x   0.99988580  =   0.99987141
 BL2158!UTM  15      -   0.99998561  x   1.00004526  =   1.00003087
 BL2158
 BL2158:                Primary Azimuth Mark                     Grid Az
 BL2158:SPC TX C     -  NEW WILLARD TEX L L LUMBER TK            117 07 00.6
 BL2158:UTM  15      -  NEW WILLARD TEX L L LUMBER TK            120 53 21.7
 BL2158
 BL2158|---------------------------------------------------------------------|
 BL2158| PID    Reference Object                     Distance      Geod. Az  |
 BL2158|                                                           dddmmss.s |
 BL2158| BL2159 NEW WILLARD TEX L L LUMBER TK       APPROX.10.2 KM 1195214.7 |
 BL2158| CV8111 BOLD AZ MK                                         1562343.1 |
 BL2158| BL2150 LIVINGSTON WESTERLY MUN TANK        APPROX.14.7 KM 1601545.3 |
 BL2158| CV8112 BOLD RM 1                            30.495 METERS 20118     |
 BL2158| CV8113 BOLD RM 2                            24.680 METERS 29644     |
 BL2158|---------------------------------------------------------------------|
 BL2158
 BL2158                          SUPERSEDED SURVEY CONTROL
 BL2158
 BL2158  NAD 83(1986)-  30 50 15.93030(N)    094 59 11.47980(W) AD(       ) 2
 BL2158  NAD 27      -  30 50 15.24900(N)    094 59 10.71000(W) AD(       ) 2
 BL2158
 BL2158.Superseded values are not recommended for survey control.
 BL2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2158.See file dsdata.txt to determine how the superseded data were derived.
 BL2158
 BL2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ1001613310(NAD 83)
 BL2158_MARKER: DS = TRIANGULATION STATION DISK
 BL2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2158_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2158
 BL2158  HISTORY     - Date     Condition        Report By
 BL2158  HISTORY     - 1949     MONUMENTED       CGS
 BL2158  HISTORY     - 1958     GOOD             CGS
 BL2158  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL2158
 BL2158                          STATION DESCRIPTION
 BL2158
 BL2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2158'THE STATION IS LOCATED ON A HIGH RIDGE ABOUT 9.0 MILES NORTHWEST
 BL2158'OF LIVINGSTON, 0.1 MILE SOUTHEAST OF BOLD SPRINGS CHURCH,
 BL2158'37.0 FEET NORTHEAST OF THE CENTER OF GRADED ROAD, AND 8.5
 BL2158'FEET NORTHEAST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND
 BL2158'IS STAMPED BOLD 1949.
 BL2158'
 BL2158'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION AND
 BL2158'IS 23 FEET SOUTHWEST OF THE CENTER OF A GRADED ROAD.  IT
 BL2158'PROJECTS 2 INCHES AND IS STAMPED BOLD NO 1 1949.
 BL2158'
 BL2158'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION AND
 BL2158'IS 21 FEET NORTHWEST OF THE CENTER OF A GRADED ROAD.  IT
 BL2158'PROJECTS 3 INCHES AND IS STAMPED BOLD NO 2 1949.
 BL2158'
 BL2158'AZIMUTH MARK IS A USC AND GS BENCH MARK DISK SET IN THE TOP OF
 BL2158'A TEN INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 BL2158'IS 0.05 MILE NORTHWEST OF A T-ROAD INTERSECTION, 35.5 FEET
 BL2158'NORTHEAST OF THE CENTER OF A GRADED ROAD, 1.5 FEET SOUTHWEST
 BL2158'OF A WIRE FENCE, AND 1.5 FEET NORTHWEST OF A WITNESS POST.
 BL2158'IT IS STAMPED G 882 1944.
 BL2158'
 BL2158'TO REACH THE STATION FROM THE STOPLIGHT AT THE NORTHEAST
 BL2158'CORNER OF THE COURTHOUSE SQUARE IN LIVINGSTON, GO NORTH ON
 BL2158'U.S. HIGHWAY NO. 59 FOR 1.5 MILES TO A SIDE ROAD LEFT, TURN
 BL2158'LEFT AND FOLLOW MAIN TRAVELED ROAD FOR 2.0 MILES TO A FORKS,
 BL2158'TAKE RIGHT FORK AND GO 5.4 MILES TO A SIDE ROAD LEFT, CONTINUE
 BL2158'STRAIGHT AHEAD FOR 0.65 MILE TO A SIDE ROAD RIGHT, CONTINUE
 BL2158'STRAIGHT AHEAD FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 BL2158'DESCRIBED.
 BL2158'
 BL2158'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 BL2158'GRADED ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 BL2158'
 BL2158'A 100 FOOT SIGNAL AT ONALASKA IS VISIBLE AT 90 FEET.
 BL2158'
 BL2158'A 100 FOOT SIGNAL AT MOSCOW IS VISIBLE AT 77 FEET.
 BL2158'
 BL2158'AN 87 FOOT SIGNAL AT BERING IS VISIBLE AT 77 FEET.
 BL2158'
 BL2158'AN 87 FOOT SIGNAL AT LEGGETT IS VISIBLE AT 77 FEET.
 BL2158'
 BL2158'A 100 FOOT SIGNAL AT PIPE 1935 IS VISIBLE AT 77 FEET.
 BL2158'
 BL2158'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL2158
 BL2158                          STATION RECOVERY (1958)
 BL2158
 BL2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WHS)
 BL2158'RECOVERED REFERENCE MARK NO. 2 IN GOOD CONDITION.  STATION
 BL2158'MARKER HAS BEEN GRADED UP AND IS LYING IN A DITCH.
 BL2158
 BL2158                          STATION RECOVERY (1997)
 BL2158
 BL2158'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2736 ***********************************************************************
 BY2736  DESIGNATION -  BOLDEN
 BY2736  PID         -  BY2736
 BY2736  STATE/COUNTY-  TX/CHEROKEE
 BY2736  USGS QUAD   -  MAYDELLE (1982)
 BY2736
 BY2736                         *CURRENT SURVEY CONTROL
 BY2736  ___________________________________________________________________
 BY2736* NAD 83(1993)-  31 49 13.90736(N)    095 18 42.31964(W)     ADJUSTED  
 BY2736* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 BY2736  ___________________________________________________________________
 BY2736  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BY2736  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY2736
 BY2736  HORZ ORDER  -  SECOND
 BY2736
 BY2736.The horizontal coordinates were established by classical geodetic methods
 BY2736.and adjusted by the National Geodetic Survey in February 1996..
 BY2736
 BY2736.The orthometric height was scaled from a topographic map.
 BY2736
 BY2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2736
 BY2736.The geoid height was determined by GEOID03.
 BY2736
 BY2736;                    North         East     Units Scale Factor Converg.
 BY2736;SPC TX C     - 3,249,505.139 1,175,257.430   MT  0.99998373   +2 35 11.1
 BY2736;SPC TX C     -10,661,084.78  3,855,823.75   sFT  0.99998373   +2 35 11.1
 BY2736;UTM  15      - 3,522,871.279   281,191.524   MT  1.00019051   -1 13 09.8
 BY2736
 BY2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2736!SPC TX C     -   0.99997182  x   0.99998373  =   0.99995555
 BY2736!UTM  15      -   0.99997182  x   1.00019051  =   1.00016233
 BY2736
 BY2736:                Primary Azimuth Mark                     Grid Az
 BY2736:SPC TX C     -  BOLDEN AZ MK                             036 38 26.8
 BY2736:UTM  15      -  BOLDEN AZ MK                             040 26 47.7
 BY2736
 BY2736|---------------------------------------------------------------------|
 BY2736| PID    Reference Object                     Distance      Geod. Az  |
 BY2736|                                                           dddmmss.s |
 BY2736| CV8114 BOLDEN AZ MK                                       0391337.9 |
 BY2736| CV8115 BOLDEN RM 1                          27.498 METERS 15714     |
 BY2736| CV8116 BOLDEN RM 2                          31.238 METERS 24309     |
 BY2736|---------------------------------------------------------------------|
 BY2736
 BY2736                          SUPERSEDED SURVEY CONTROL
 BY2736
 BY2736  NAD 83(1986)-  31 49 13.91754(N)    095 18 42.30512(W) AD(       ) 2
 BY2736  NAD 27      -  31 49 13.30100(N)    095 18 41.49300(W) AD(       ) 2
 BY2736
 BY2736.Superseded values are not recommended for survey control.
 BY2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2736.See file dsdata.txt to determine how the superseded data were derived.
 BY2736
 BY2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR8119222871(NAD 83)
 BY2736_MARKER: DS = TRIANGULATION STATION DISK
 BY2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2736
 BY2736  HISTORY     - Date     Condition        Report By
 BY2736  HISTORY     - 1942     MONUMENTED       CGS
 BY2736  HISTORY     - 1949     GOOD             CGS
 BY2736  HISTORY     - 1958     GOOD             CGS
 BY2736  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 BY2736
 BY2736                          STATION DESCRIPTION
 BY2736
 BY2736'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2736'STATION IS ON A HIGH RIDGE ABOUT 1.5 MILES N BY W OF THE
 BY2736'TOWN OF MAYDELLE ON PROPERTY OF MR. E.S. BOLDEN.  IT IS 75
 BY2736'FEET W OF THE W EDGE OF A CULTIVATED FIELD, 42 FEET NW OF
 BY2736'A 12-INCH PINE TREE AND 6 FEET NW OF A WHITE REFERENCE POST.
 BY2736'IT IS STAMPED BOLDEN 1942 AND PROJECTS 6 INCHES.
 BY2736'
 BY2736'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2736'BRONZE DISKS SET IN CONCRETE.
 BY2736'
 BY2736'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 40 FEET N BY W
 BY2736'OF A 24-INCH PINE TREE AND 30 FEET W OF THE W EDGE OF THE
 BY2736'CULTIVATED FIELD.  IT IS STAMPED BOLDEN NO. 1, 1942 AND
 BY2736'PROJECTS 8 INCHES.
 BY2736'
 BY2736'REFERENCE MARK NO. 2 IS WSW OF THE STATION AND 40 FEET NE
 BY2736'OF A 16-INCH PINE TREE.  IT IS STAMPED BOLDEN NO. 2, 1942
 BY2736'AND PROJECTS 8 INCHES.
 BY2736'
 BY2736'THE AZIMUTH MARK IS NE OF THE STATION, 0.05 MILE S BY W
 BY2736'OF A SMALL WHITE FARM HOUSE, 13 FEET W OF THE CENTER LINE
 BY2736'OF A NARROW DIRT ROAD, 6.5 FEET S OF A WHITE REFERENCE POST
 BY2736'AND 1 FOOT E OF A FENCE.  IT IS STAMPED BOLDEN 1942 AND
 BY2736'PROJECTS 8 INCHES.
 BY2736'
 BY2736'TO REACH THE STATION FROM THE B.D. WATSON STORE IN MAYDELLE
 BY2736'GO N FOR 0.05 MILE, TURN LEFT (W) FOR 0.15 MILE TO A SCHOOL
 BY2736'ON THE LEFT, TURN RIGHT (N) FOR 1.35 MILES TO A WIRE GATE ON
 BY2736'THE LEFT JUST AFTER REACHING THE TOP OF A HILL, *TURN LEFT
 BY2736'(W) THROUGH GATE ON A FIELD ROAD FOR 0.1 MILE TO A GROVE OF
 BY2736'PINE TREES, THEN TURN RIGHT (N), FOR ABOUT 50 YARDS TO THE
 BY2736'STATION.
 BY2736'
 BY2736'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE N ON MAIN
 BY2736'ROAD FOR 0.55 MILE, LEAVE MAIN ROAD, TURN RIGHT (E) ON NARROW
 BY2736'DIRT ROAD FOR 0.1 MILE, THEN RIGHT (S) FOR 0.15 MILE TO THE
 BY2736'MARK ON THE RIGHT.
 BY2736'
 BY2736'A 90-FOOT SIGNAL AT STATE, 90-FOOT SIGNAL AT CROCKETT, 77-FOOT
 BY2736'SIGNAL AT LANGSTON, 90-FOOT SIGNAL AT CAMP, 90-FOOT SIGNAL
 BY2736'AT SOUTHERN AND A 64-FOOT SIGNAL AT HAWS ARE VISIBLE AT 37 FEET.
 BY2736
 BY2736                          STATION RECOVERY (1949)
 BY2736
 BY2736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CFO)
 BY2736'STATION WAS RECOVERED AND THE TWO REFERENCE MARKS AND STATION
 BY2736'MARK WERE FOUND IN GOOD CONDITION.  AZIMUTH WAS NOT SEARCHED
 BY2736'FOR.  AT THE TIME THE RECONNAISSANCE PARTY VISITED THE STATION,
 BY2736'THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE.
 BY2736
 BY2736                          STATION RECOVERY (1958)
 BY2736
 BY2736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2736'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 BY2736'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE OBSERVING
 BY2736'PARTY DID NOT OCCUPY THE STATION.  FOLLOWING IS A NEW TO REACH.
 BY2736'
 BY2736'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84
 BY2736'AND FARM ROAD 2138 IN THE SMALL VILLAGE OF MAYDELLE GO WEST
 BY2736'AND NORTH ON FARM ROAD 2138 FOR 1.55 MILES TO A DIM TRACK
 BY2736'ROAD ON THE LEFT.* TURN LEFT AND FOLLOW THE DIM TRACK ROAD
 BY2736'AND GO 0.15 MILE TO THE STATION.
 BY2736'
 BY2736'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE STRAIGHT
 BY2736'AHEAD ON FARM ROAD 2138 AND GO 0.35 MILE TO A WIRE GATE ON
 BY2736'THE RIGHT JUST AFTER PASSING A POWER POLE WITH A TRIANGLE
 BY2736'BLAZE.  TURN RIGHT THROUGH THE WIRE GATE AND FOLLOW A DIM TRACK
 BY2736'ROAD EAST ACROSS THE FIELD TO ANOTHER WIRE GATE.  THE AZIMUTH
 BY2736'MARK IS 107 FEET SOUTH OF THIS WIRE GATE SET IN A NORTH-SOUTH
 BY2736'FENCE LINE.
 BY2736
 BY2736                          STATION RECOVERY (1991)
 BY2736
 BY2736'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 BY2736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2673 ***********************************************************************
 BY2673  DESIGNATION -  BOLES
 BY2673  PID         -  BY2673
 BY2673  STATE/COUNTY-  TX/RUSK
 BY2673  USGS QUAD   -  CALEDONIA (1984)
 BY2673
 BY2673                         *CURRENT SURVEY CONTROL
 BY2673  ___________________________________________________________________
 BY2673* NAD 83(1993)-  31 55 15.97554(N)    094 35 09.29490(W)     ADJUSTED  
 BY2673* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 BY2673  ___________________________________________________________________
 BY2673  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BY2673  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY2673
 BY2673  HORZ ORDER  -  THIRD
 BY2673
 BY2673.The horizontal coordinates were established by classical geodetic methods
 BY2673.and adjusted by the National Geodetic Survey in February 1996..
 BY2673
 BY2673.The orthometric height was scaled from a topographic map.
 BY2673
 BY2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2673
 BY2673.The geoid height was determined by GEOID03.
 BY2673
 BY2673;                    North         East     Units Scale Factor Converg.
 BY2673;SPC TXNC     - 2,035,111.567   970,109.134   MT  1.00006554   +2 08 05.0
 BY2673;SPC TXNC     - 6,676,861.87  3,182,766.38   sFT  1.00006554   +2 08 05.0
 BY2673;SPC TX C     - 3,263,967.339 1,243,319.955   MT  1.00001036   +2 57 36.9
 BY2673;SPC TX C     -10,708,532.84  4,079,125.55   sFT  1.00001036   +2 57 36.9
 BY2673;UTM  15      - 3,532,788.117   350,065.194   MT  0.99987725   -0 50 19.4
 BY2673
 BY2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2673!SPC TXNC     -   0.99997512  x   1.00006554  =   1.00004066
 BY2673!SPC TX C     -   0.99997512  x   1.00001036  =   0.99998548
 BY2673!UTM  15      -   0.99997512  x   0.99987725  =   0.99985238
 BY2673
 BY2673|---------------------------------------------------------------------|
 BY2673| PID    Reference Object                     Distance      Geod. Az  |
 BY2673|                                                           dddmmss.s |
 BY2673| CV8118 BOLES RM 1                            8.198 METERS 09623     |
 BY2673| CV8119 BOLES RM 2                            9.097 METERS 26734     |
 BY2673| CV8117 BOLES AZ MK                                        2865556.3 |
 BY2673|---------------------------------------------------------------------|
 BY2673
 BY2673                          SUPERSEDED SURVEY CONTROL
 BY2673
 BY2673  NAD 83(1986)-  31 55 15.98636(N)    094 35 09.28395(W) AD(       ) 3
 BY2673  NAD 27      -  31 55 15.38210(N)    094 35 08.53770(W) AD(       ) 3
 BY2673
 BY2673.Superseded values are not recommended for survey control.
 BY2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2673.See file dsdata.txt to determine how the superseded data were derived.
 BY2673
 BY2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR5006532788(NAD 83)
 BY2673_MARKER: DS = TRIANGULATION STATION DISK
 BY2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2673
 BY2673  HISTORY     - Date     Condition        Report By
 BY2673  HISTORY     - 1958     MONUMENTED       CGS
 BY2673
 BY2673                          STATION DESCRIPTION
 BY2673
 BY2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2673'THE STATION IS LOCATED ABOUT 24 MILES SOUTHWEST OF CARTHAGE,
 BY2673'ABOUT 6 MILES EAST OF ENTERPRISE.  IT IS 19 FEET SOUTH OF A
 BY2673'CUT BANK, 13 FEET EAST OF A POWER POLE AND 3 FEET NORTH OF
 BY2673'A WIRE FENCE LINE.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE
 BY2673'OF THE GROUND AND IS STAMPED BOLES 1958.
 BY2673'
 BY2673'REFERENCE MARK NO. 1 IS 39 FEET EAST OF A POWER POLE, 21
 BY2673'FEET SOUTH OF A CUT BANK AND 1 FOOT NORTH OF A WIRE FENCE
 BY2673'LINE.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 BY2673'GROUND AND IS STAMPED BOLES NO 1 1958.
 BY2673'
 BY2673'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF A CUT BANK, 17 FEET
 BY2673'WEST OF A POWER POLE AND 1 FOOT NORTH OF A WIRE FENCE LINE.
 BY2673'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 BY2673'AND IS STAMPED BOLES NO 2 1958.
 BY2673'
 BY2673'AZIMUTH MARK IS ABOUT 50 YARDS NORTHEAST OF A CROSS ROADS,
 BY2673'59 FEET SOUTHWEST OF THE CENTER OF FARM ROAD 95, 19 FEET
 BY2673'SOUTHEAST OF A POWER POLE, 2 FEET SOUTH OF A WITNESS POST
 BY2673'AND 2 FEET SOUTHEAST OF A WIRE FENCE CORNER POST.  THE MARK
 BY2673'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 BY2673'STAMPED BOLES 1958.
 BY2673'
 BY2673'TO REACH FROM THE SQUARE IN CARTHAGE, GO SOUTHWESTERLY ON
 BY2673'ROUTE 315 FOR 22.8 MILES TO THE JUNCTION WITH FARM ROAD 95,
 BY2673'TURN LEFT ON FARM ROAD 95 AND GO 5.4 MILES TO JUNCTION WITH
 BY2673'NEWLY GRADED HIGHWAY AND AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 BY2673'TURN LEFT ON NEW ROAD (DIRT) FOR 0.2 MILE TO STATION ON THE
 BY2673'RIGHT.
 BY2673'
 BY2673'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6886 ***********************************************************************
 AW6886  DESIGNATION -  BOLING MUNICIPAL TANK
 AW6886  PID         -  AW6886
 AW6886  STATE/COUNTY-  TX/WHARTON
 AW6886  USGS QUAD   -  BOLING (1980)
 AW6886
 AW6886                         *CURRENT SURVEY CONTROL
 AW6886  ___________________________________________________________________
 AW6886* NAD 83(1993)-  29 15 55.45064(N)    095 56 32.53709(W)     ADJUSTED  
 AW6886* NAVD 88     -                                                        
 AW6886  ___________________________________________________________________
 AW6886  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW6886  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW6886
 AW6886  HORZ ORDER  -  THIRD
 AW6886
 AW6886.The horizontal coordinates were established by classical geodetic methods
 AW6886.and adjusted by the National Geodetic Survey in February 1996..
 AW6886
 AW6886
 AW6886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6886
 AW6886.The geoid height was determined by GEOID03.
 AW6886
 AW6886;                    North         East     Units Scale Factor Converg.
 AW6886;SPC TXSC     - 4,162,595.060   897,093.468   MT  0.99986397   +1 29 52.7
 AW6886;SPC TXSC     -13,656,780.63  2,943,214.15   sFT  0.99986397   +1 29 52.7
 AW6886;UTM  15      - 3,240,981.527   214,082.297   MT  1.00060887   -1 26 21.7
 AW6886;UTM  14      - 3,241,268.609   797,123.020   MT  1.00068951   +1 29 45.0
 AW6886
 AW6886                          SUPERSEDED SURVEY CONTROL
 AW6886
 AW6886  NAD 83(1986)-  29 15 55.46295(N)    095 56 32.52135(W) AD(       ) 4
 AW6886  NAD 27      -  29 15 54.57000(N)    095 56 31.69000(W) AD(       ) 3
 AW6886
 AW6886.Superseded values are not recommended for survey control.
 AW6886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6886.See file dsdata.txt to determine how the superseded data were derived.
 AW6886
 AW6886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1408240982(NAD 83)
 AW6886_MARKER: 53 = ELEVATED TANK
 AW6886
 AW6886  HISTORY     - Date     Condition        Report By
 AW6886  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6886
 AW6886                          STATION DESCRIPTION
 AW6886
 AW6886'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6886'THE STATION IS LOCATED NEAR THE CENTER OF THE SMALL TOWN
 AW6886'OF BOLING.
 AW6886'
 AW6886'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 AW6886'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL
 AW6886'HEIGHT OF 65.0 FEET.
 AW6886'
 AW6886'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5901 ***********************************************************************
 AW5901  DESIGNATION -  BOLIVAR POINT LIGHTHOUSE USE
 AW5901  PID         -  AW5901
 AW5901  STATE/COUNTY-  TX/GALVESTON
 AW5901  USGS QUAD   -  GALVESTON (1994)
 AW5901
 AW5901                         *CURRENT SURVEY CONTROL
 AW5901  ___________________________________________________________________
 AW5901* NAD 83(1993)-  29 22 00.42548(N)    094 46 00.99101(W)     ADJUSTED  
 AW5901* NAVD 88     -                                                        
 AW5901  ___________________________________________________________________
 AW5901  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AW5901  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW5901
 AW5901  HORZ ORDER  -  THIRD
 AW5901
 AW5901.The horizontal coordinates were established by classical geodetic methods
 AW5901.and adjusted by the National Geodetic Survey in February 1996..
 AW5901
 AW5901
 AW5901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5901
 AW5901.The geoid height was determined by GEOID03.
 AW5901
 AW5901;                    North         East     Units Scale Factor Converg.
 AW5901;SPC TXSC     - 4,177,383.164 1,010,854.141   MT  0.99986340   +2 04 25.8
 AW5901;SPC TXSC     -13,705,297.93  3,316,443.96   sFT  0.99986340   +2 04 25.8
 AW5901;UTM  15      - 3,249,920.463   328,496.840   MT  0.99996295   -0 52 00.2
 AW5901
 AW5901                          SUPERSEDED SURVEY CONTROL
 AW5901
 AW5901  NAD 83(1986)-  29 22 00.44085(N)    094 46 00.97166(W) AD(       ) 4
 AW5901  NAD 27      -  29 21 59.59332(N)    094 46 00.26814(W) AD(       ) 3
 AW5901
 AW5901.Superseded values are not recommended for survey control.
 AW5901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5901.See file dsdata.txt to determine how the superseded data were derived.
 AW5901
 AW5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2849749920(NAD 83)
 AW5901_MARKER: 13 = LIGHTHOUSE
 AW5901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5901+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 AW5901
 AW5901  HISTORY     - Date     Condition        Report By
 AW5901  HISTORY     - 1900     FIRST OBSERVED   USE
 AW5901  HISTORY     - 1957     GOOD             USN
 AW5901  HISTORY     - 1960     GOOD             CGS
 AW5901  HISTORY     - 1963     GOOD             CGS
 AW5901  HISTORY     - 1963     GOOD             CGS
 AW5901  HISTORY     - 1964     GOOD             CGS
 AW5901  HISTORY     - 1965     GOOD             CGS
 AW5901  HISTORY     - 1970     GOOD             UNOLA
 AW5901  HISTORY     - 1974     GOOD             NGS
 AW5901  HISTORY     - 1979     GOOD             NGS
 AW5901  HISTORY     - 1985     GOOD             USPSQD
 AW5901  HISTORY     - 1990     GOOD             USPSQD
 AW5901  HISTORY     - 19960714 GOOD             USPSQD
 AW5901  HISTORY     - 19990828 GOOD             USPSQD
 AW5901  HISTORY     - 20000510 GOOD             USPSQD
 AW5901  HISTORY     - 20010509 GOOD             USPSQD
 AW5901  HISTORY     - 20040401 GOOD             USPSQD
 AW5901  HISTORY     - 20050501 GOOD             USPSQD
 AW5901
 AW5901                          STATION DESCRIPTION
 AW5901
 AW5901'DESCRIBED BY US NAVY 1957 (CDG)
 AW5901'THE STATION IS LOCATED ON BOLIVAR POINT, ABOUT 200 FEET NORTH
 AW5901'OF STATE RTE. 87 (GALVESTON-SABINE PASS HIGHWAY) AND
 AW5901'APPROXIMATELY 0.5 MILE EAST OF THE PRESENT FERRY LANDING.  THE
 AW5901'LIGHTHOUSE IS NOW PRIVATELY OWNED BY MR. E.V. BOYT OF DEVERS,
 AW5901'TEXAS.  THE LIGHTHOUSE STRUCTURE IS BEING USED FOR STORAGE
 AW5901'AND AT PRESENT IS VERY RUSTY.  STATION IS THE FINIAL ON TOP
 AW5901'OF THE LIGHT AND IS STILL IN GOOD CONDITION.
 AW5901
 AW5901                          STATION RECOVERY (1960)
 AW5901
 AW5901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5901'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 AW5901'BY E.O.H. IS STILL ADEQUATE.
 AW5901
 AW5901                          STATION RECOVERY (1963)
 AW5901
 AW5901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5901'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION
 AW5901'IS ADEQUATE.
 AW5901
 AW5901                          STATION RECOVERY (1963)
 AW5901
 AW5901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5901'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW5901'CONDITION.
 AW5901
 AW5901                          STATION RECOVERY (1964)
 AW5901
 AW5901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EKM)
 AW5901'DESCRIPTION ADEQUATE.  LIGHTHOUSE IS NOW ABANDONED.  TOWER
 AW5901'IS ENTIRELY BLACK.
 AW5901
 AW5901                          STATION RECOVERY (1965)
 AW5901
 AW5901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW5901'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 AW5901'ARE ADEQUATE.
 AW5901
 AW5901                          STATION RECOVERY (1970)
 AW5901
 AW5901'RECOVERY NOTE BY UNION TEXAS PETROLEUM 1970 (JTJ)
 AW5901'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS ARE
 AW5901'ADEQUATE.
 AW5901
 AW5901                          STATION RECOVERY (1974)
 AW5901
 AW5901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AW5901'THE STATION WAS RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION
 AW5901'IS ADEQUATE AND ACCURATE.
 AW5901'
 AW5901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 AW5901'NORTHEAST OF GALVESTON
 AW5901
 AW5901                          STATION RECOVERY (1979)
 AW5901
 AW5901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5901'STATION WAS RECOVERED IN GOOD CONDITION.
 AW5901'
 AW5901'THE RECOVERY NOTE BY USNHO (CDG) IN 1957 IS OTHERWISE ADEQUATE.
 AW5901'
 AW5901'DESCRIBED--RAH
 AW5901
 AW5901                          STATION RECOVERY (1985)
 AW5901
 AW5901'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJS)
 AW5901'STATION FOUND GOOD.
 AW5901'
 AW5901'RECOVERED AS DESCRIBED BY RHL 1965.
 AW5901'
 AW5901'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MI E. OF FERRY FROM
 AW5901'GALVESTON HWY 87.
 AW5901
 AW5901                          STATION RECOVERY (1990)
 AW5901
 AW5901'RECOVERY NOTE BY US POWER SQUADRON 1990 (MA)
 AW5901'RECOVERED IN GOOD CONDITION.
 AW5901
 AW5901                          STATION RECOVERY (1996)
 AW5901
 AW5901'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5901'RECOVERED IN GOOD CONDITION.
 AW5901
 AW5901                          STATION RECOVERY (1999)
 AW5901
 AW5901'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5901'RECOVERED IN GOOD CONDITION.
 AW5901
 AW5901                          STATION RECOVERY (2000)
 AW5901
 AW5901'RECOVERY NOTE BY US POWER SQUADRON 2000 (DM)
 AW5901'RECOVERED IN GOOD CONDITION.
 AW5901
 AW5901                          STATION RECOVERY (2001)
 AW5901
 AW5901'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW5901'RECOVERED IN GOOD CONDITION.
 AW5901
 AW5901                          STATION RECOVERY (2004)
 AW5901
 AW5901'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW5901'RECOVERED IN GOOD CONDITION.
 AW5901
 AW5901                          STATION RECOVERY (2005)
 AW5901
 AW5901'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AW5901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5898 ***********************************************************************
 AW5898  DESIGNATION -  BOLIVAR ROADS INNER RNG R LT
 AW5898  PID         -  AW5898
 AW5898  STATE/COUNTY-  TX/GALVESTON
 AW5898  USGS QUAD   -  GALVESTON (1994)
 AW5898
 AW5898                         *CURRENT SURVEY CONTROL
 AW5898  ___________________________________________________________________
 AW5898* NAD 83(1993)-  29 20 01.60978(N)    094 46 56.96967(W)     ADJUSTED  
 AW5898* NAVD 88     -                                                        
 AW5898  ___________________________________________________________________
 AW5898  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW5898  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW5898
 AW5898  HORZ ORDER  -  THIRD
 AW5898
 AW5898.The horizontal coordinates were established by classical geodetic methods
 AW5898.and adjusted by the National Geodetic Survey in February 1996..
 AW5898
 AW5898
 AW5898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5898
 AW5898.The geoid height was determined by GEOID03.
 AW5898
 AW5898;                    North         East     Units Scale Factor Converg.
 AW5898;SPC TXSC     - 4,173,673.261 1,009,477.451   MT  0.99986324   +2 03 58.4
 AW5898;SPC TXSC     -13,693,126.36  3,311,927.27   sFT  0.99986324   +2 03 58.4
 AW5898;UTM  15      - 3,246,285.682   326,931.513   MT  0.99996961   -0 52 24.4
 AW5898
 AW5898                          SUPERSEDED SURVEY CONTROL
 AW5898
 AW5898  NAD 83(1986)-  29 20 01.62514(N)    094 46 56.95032(W) AD(       ) 4
 AW5898  NAD 27      -  29 20 00.77646(N)    094 46 56.24904(W) AD(       ) 3
 AW5898
 AW5898.Superseded values are not recommended for survey control.
 AW5898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5898.See file dsdata.txt to determine how the superseded data were derived.
 AW5898
 AW5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2693246286(NAD 83)
 AW5898_MARKER: 15 = RANGE MARKER
 AW5898
 AW5898  HISTORY     - Date     Condition        Report By
 AW5898  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5898  HISTORY     - 19940326 GOOD             USPSQD
 AW5898  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 AW5898  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW5898
 AW5898                          STATION DESCRIPTION
 AW5898
 AW5898'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5898'LOCATED NEAR THE NORTHEAST END OF PELICAN ISLAND.  ABOUT 2000
 AW5898'FEET WEST OF THE OLD QUARANTINE STATION.  LIGHT ATOP A BLACK,
 AW5898'SQUARE DAYMARK WITH WHITE VERTICAL STRIPE ON SKELETON STEEL
 AW5898'TOWER.  THE LIGHT WAS OBSERVED ON.  NO. 7491.4 1962 LIGHT LIST.
 AW5898
 AW5898                          STATION RECOVERY (1994)
 AW5898
 AW5898'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5898'RECOVERED IN GOOD CONDITION.
 AW5898
 AW5898                          STATION RECOVERY (1996)
 AW5898
 AW5898'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5898'MARK NOT FOUND.
 AW5898
 AW5898                          STATION RECOVERY (2005)
 AW5898
 AW5898'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW5898'THLD QUARANTINE STATION IS GONE.  THIS MARK SHOULD BE DROPPED FROM THE
 AW5898'LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5899 ***********************************************************************
 AW5899  DESIGNATION -  BOLIVAR ROADS INNER RNG F LT
 AW5899  PID         -  AW5899
 AW5899  STATE/COUNTY-  TX/GALVESTON
 AW5899  USGS QUAD   -  GALVESTON (1994)
 AW5899
 AW5899                         *CURRENT SURVEY CONTROL
 AW5899  ___________________________________________________________________
 AW5899* NAD 83(1993)-  29 20 10.10590(N)    094 46 39.04245(W)     ADJUSTED  
 AW5899* NAVD 88     -                                                        
 AW5899  ___________________________________________________________________
 AW5899  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW5899  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW5899
 AW5899  HORZ ORDER  -  THIRD
 AW5899
 AW5899.The horizontal coordinates were established by classical geodetic methods
 AW5899.and adjusted by the National Geodetic Survey in February 1996..
 AW5899
 AW5899
 AW5899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5899
 AW5899.The geoid height was determined by GEOID03.
 AW5899
 AW5899;                    North         East     Units Scale Factor Converg.
 AW5899;SPC TXSC     - 4,173,952.090 1,009,951.286   MT  0.99986324   +2 04 07.1
 AW5899;SPC TXSC     -13,694,041.15  3,313,481.84   sFT  0.99986324   +2 04 07.1
 AW5899;UTM  15      - 3,246,539.870   327,419.076   MT  0.99996753   -0 52 15.9
 AW5899
 AW5899                          SUPERSEDED SURVEY CONTROL
 AW5899
 AW5899  NAD 83(1986)-  29 20 10.12022(N)    094 46 39.02116(W) AD(       ) 4
 AW5899  NAD 27      -  29 20 09.27323(N)    094 46 38.32144(W) AD(       ) 3
 AW5899
 AW5899.Superseded values are not recommended for survey control.
 AW5899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5899.See file dsdata.txt to determine how the superseded data were derived.
 AW5899
 AW5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2741946540(NAD 83)
 AW5899_MARKER: 15 = RANGE MARKER
 AW5899
 AW5899  HISTORY     - Date     Condition        Report By
 AW5899  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5899  HISTORY     - 19940326 GOOD             USPSQD
 AW5899  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 AW5899
 AW5899                          STATION DESCRIPTION
 AW5899
 AW5899'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5899'LOCATED NEAR THE NORTHEAST END OF PELICAN ISLAND ON THE GROUNDS
 AW5899'OF THE OLD QUARANTINE STATION.  LIGHT ATOP BLACK, SQUARE
 AW5899'DAYMARK WITH WHITE VERTICAL STRIPE ON SKELETON STEEL TOWER.  THE
 AW5899'LIGHT WAS OBSERVED ON.  NO. 7491.3 1962 LIGHT LIST.
 AW5899
 AW5899                          STATION RECOVERY (1994)
 AW5899
 AW5899'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5899'RECOVERED IN GOOD CONDITION.
 AW5899
 AW5899                          STATION RECOVERY (1996)
 AW5899
 AW5899'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2452 ***********************************************************************
 AW2452  DESIGNATION -  BOLT
 AW2452  PID         -  AW2452
 AW2452  STATE/COUNTY-  TX/JEFFERSON
 AW2452  USGS QUAD   -  STAR LAKE (1994)
 AW2452
 AW2452                         *CURRENT SURVEY CONTROL
 AW2452  ___________________________________________________________________
 AW2452* NAD 83(1986)-  29 38 31.     (N)    094 08 46.     (W)     SCALED    
 AW2452* NAVD 88     -         1.41   (+/-2cm)       4.6    (feet)  VERTCON   
 AW2452  ___________________________________________________________________
 AW2452  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW2452
 AW2452  VERT ORDER  -  ? (See Below)
 AW2452
 AW2452.The horizontal coordinates were scaled from a topographic map and have
 AW2452.an estimated accuracy of +/- 6 seconds.
 AW2452
 AW2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2452.The vertical order pertains to the NGVD 29 superseded value.
 AW2452
 AW2452.The geoid height was determined by GEOID03.
 AW2452
 AW2452;                    North         East    Units  Estimated Accuracy
 AW2452;SPC TXSC     - 4,210,190.    1,069,810.      MT  (+/- 180 meters Scaled)
 AW2452
 AW2452                          SUPERSEDED SURVEY CONTROL
 AW2452
 AW2452  NGVD 29 (??/??/92)    1.404  (m)            4.61   (f) ADJ UNCH    ?  
 AW2452
 AW2452.Superseded values are not recommended for survey control.
 AW2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2452.See file dsdata.txt to determine how the superseded data were derived.
 AW2452
 AW2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN890796(NAD 83)
 AW2452_MARKER: B = BOLT
 AW2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2452+STABILITY: SURFACE MOTION
 AW2452
 AW2452  HISTORY     - Date     Condition        Report By
 AW2452  HISTORY     - UNK      MONUMENTED       TXHD
 AW2452  HISTORY     - 1962     GOOD             NGS
 AW2452  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2452
 AW2452                          STATION DESCRIPTION
 AW2452
 AW2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AW2452'0.9 MI SE FROM HIGH ISLAND.
 AW2452'16.95 MILES SOUTHWEST ON STATE HIGHWAY 87 FROM THE DICK DOWLING
 AW2452'MONUMENT IN SABINE PASS, 199 FEET NORTHWEST OF THE NORTHWEST HIGHWAY
 AW2452'RIGHT-OF-WAY, 222 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 AW2452'87, 75 FEET NORTHWEST FROM WHERE THE HIGHGROUND BREAKS OFF AT THE
 AW2452'MARSH, AND 1 FOOT SOUTHWEST OF A 4 X 4 IN. WOODEN WITNESS POST.  THE
 AW2452'BENCH MARK IS A SQUARE HEADED BOLT IN THE TOP OF A CONCRETE POST 6
 AW2452'INCHES IN DIAMETER, NO STAMPING, AND PROJECTS 6 INCHES.  NOTE-- THIS
 AW2452'MARK WAS SET TO REPLACE T 1014.
 AW2452
 AW2452                          STATION RECOVERY (1989)
 AW2452
 AW2452'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AW2452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0793 ***********************************************************************
 CR0793  DESIGNATION -  BOLT
 CR0793  PID         -  CR0793
 CR0793  STATE/COUNTY-  TX/WOOD
 CR0793  USGS QUAD   -  GOLDEN (1981)
 CR0793
 CR0793                         *CURRENT SURVEY CONTROL
 CR0793  ___________________________________________________________________
 CR0793* NAD 83(1986)-  32 39 55.     (N)    095 30 12.     (W)     SCALED    
 CR0793* NAVD 88     -       113.878  (meters)     373.61   (feet)  ADJUSTED  
 CR0793  ___________________________________________________________________
 CR0793  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CR0793  DYNAMIC HT  -         113.749 (meters)     373.19  (feet)  COMP
 CR0793  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 CR0793
 CR0793  VERT ORDER  -  FIRST     CLASS II
 CR0793
 CR0793.The horizontal coordinates were scaled from a topographic map and have
 CR0793.an estimated accuracy of +/- 6 seconds.
 CR0793
 CR0793.The orthometric height was determined by differential leveling
 CR0793.and adjusted by the National Geodetic Survey in June 1991..
 CR0793
 CR0793.The geoid height was determined by GEOID03.
 CR0793
 CR0793.The dynamic height is computed by dividing the NAVD 88
 CR0793.geopotential number by the normal gravity value computed on the
 CR0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0793.degrees latitude (g = 980.6199 gals.).
 CR0793
 CR0793.The modeled gravity was interpolated from observed gravity values.
 CR0793
 CR0793;                    North         East    Units  Estimated Accuracy
 CR0793;SPC TXNC     - 2,114,750.      881,030.      MT  (+/- 180 meters Scaled)
 CR0793
 CR0793                          SUPERSEDED SURVEY CONTROL
 CR0793
 CR0793  NGVD 29 (??/??/92)  113.90   (m)          373.7    (f) COMPUTED    1 2
 CR0793
 CR0793.Superseded values are not recommended for survey control.
 CR0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0793.See file dsdata.txt to determine how the superseded data were derived.
 CR0793
 CR0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS652169(NAD 83)
 CR0793_MARKER: B = BOLT
 CR0793_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0793_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0793
 CR0793  HISTORY     - Date     Condition        Report By
 CR0793  HISTORY     - UNK      MONUMENTED       USGS
 CR0793  HISTORY     - 1933     GOOD             NGS
 CR0793  HISTORY     - 1959     MARK NOT FOUND   NGS
 CR0793  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0793
 CR0793                          STATION DESCRIPTION
 CR0793
 CR0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CR0793'0.9 MI W FROM MINEOLA.
 CR0793'0.9 MILE W OF DEPOT ON THE M K T RR. THE TOP OF 1/2 INCH IRON ROD
 CR0793'EMBEDDED IN CONCRETE IN NE CORNER OF CONCRETE PIER AT FOOT OF STEPS TO
 CR0793'SWITCH TOWER AT INTERSECTION OF M K T RR. AND T AND P RR.
 CR0793
 CR0793                          STATION RECOVERY (1959)
 CR0793
 CR0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CR0793'MARK NOT FOUND.
 CR0793
 CR0793                          STATION RECOVERY (1995)
 CR0793
 CR0793'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0347 ***********************************************************************
 BM0347  DESIGNATION -  BOLT
 BM0347  PID         -  BM0347
 BM0347  STATE/COUNTY-  TX/WILLIAMSON
 BM0347  USGS QUAD   -  GRANGER (1988)
 BM0347
 BM0347                         *CURRENT SURVEY CONTROL
 BM0347  ___________________________________________________________________
 BM0347* NAD 83(1986)-  30 43 05.     (N)    097 26 35.     (W)     SCALED    
 BM0347* NAVD 88     -       176.926  (meters)     580.46   (feet)  ADJUSTED  
 BM0347  ___________________________________________________________________
 BM0347  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BM0347  DYNAMIC HT  -         176.690 (meters)     579.69  (feet)  COMP
 BM0347  MODELED GRAV-     979,304.6   (mgal)                       NAVD 88
 BM0347
 BM0347  VERT ORDER  -  FIRST     CLASS II
 BM0347
 BM0347.The horizontal coordinates were scaled from a topographic map and have
 BM0347.an estimated accuracy of +/- 6 seconds.
 BM0347
 BM0347.The orthometric height was determined by differential leveling
 BM0347.and adjusted by the National Geodetic Survey in June 1991..
 BM0347
 BM0347.The geoid height was determined by GEOID03.
 BM0347
 BM0347.The dynamic height is computed by dividing the NAVD 88
 BM0347.geopotential number by the normal gravity value computed on the
 BM0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0347.degrees latitude (g = 980.6199 gals.).
 BM0347
 BM0347.The modeled gravity was interpolated from observed gravity values.
 BM0347
 BM0347;                    North         East    Units  Estimated Accuracy
 BM0347;SPC TX C     - 3,120,150.      976,780.      MT  (+/- 180 meters Scaled)
 BM0347
 BM0347                          SUPERSEDED SURVEY CONTROL
 BM0347
 BM0347  NGVD 29 (??/??/92)  176.862  (m)          580.25   (f) ADJ UNCH    1 2
 BM0347
 BM0347.Superseded values are not recommended for survey control.
 BM0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0347.See file dsdata.txt to determine how the superseded data were derived.
 BM0347
 BM0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU490993(NAD 83)
 BM0347_MARKER: B = BOLT
 BM0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0347_SP_SET: FOUNDATION
 BM0347_MARK LOGO: CGS   
 BM0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0347
 BM0347  HISTORY     - Date     Condition        Report By
 BM0347  HISTORY     - UNK      MONUMENTED       CGS
 BM0347  HISTORY     - 1954     GOOD             NGS
 BM0347  HISTORY     - 1980     GOOD             NGS
 BM0347  HISTORY     - 1983     GOOD             USPSQD
 BM0347  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0347
 BM0347                          STATION DESCRIPTION
 BM0347
 BM0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0347'IN GRANGER.
 BM0347'AT GRANGER, 6.7 FEET NORTHWEST OF THE TICKET OFFICE OF THE MISSOURI,
 BM0347'KANSAS AND TEXAS RAILROAD OF TEXAS STATION, 12 FEET EAST OF THE EAST
 BM0347'RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE NORTHWEST SIDE OF A
 BM0347'CONCRETE SEMAPHORE FOUNDATION.
 BM0347
 BM0347                          STATION RECOVERY (1980)
 BM0347
 BM0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0347'IN GRANGER, AT THE MISSOURI KANSAS AND TEXAS RAILROAD STATION,
 BM0347'1.8 METERS (6.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE TICKET
 BM0347'OFFICE, 3.7 METERS (12.0 FT) EAST OF THE EAST RAIL OF THE MAIN TRACK,
 BM0347'IN TOP OF THE NORTHWEST SIDE OF A CONCRETE SEMAPHORE FOUNDATION.
 BM0347
 BM0347                          STATION RECOVERY (1983)
 BM0347
 BM0347'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0347'RECOVERED IN GOOD CONDITION.
 BM0347
 BM0347                          STATION RECOVERY (1990)
 BM0347
 BM0347'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0486 ***********************************************************************
 BM0486  DESIGNATION -  BOLT
 BM0486  PID         -  BM0486
 BM0486  STATE/COUNTY-  TX/WILLIAMSON
 BM0486  USGS QUAD   -  COUPLAND (1982)
 BM0486
 BM0486                         *CURRENT SURVEY CONTROL
 BM0486  ___________________________________________________________________
 BM0486* NAD 83(1986)-  30 27 35.     (N)    097 23 14.     (W)     SCALED    
 BM0486* NAVD 88     -       159.66   (+/-2cm)     523.8    (feet)  VERTCON   
 BM0486  ___________________________________________________________________
 BM0486  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BM0486
 BM0486  VERT ORDER  -  ? (See Below)
 BM0486
 BM0486.The horizontal coordinates were scaled from a topographic map and have
 BM0486.an estimated accuracy of +/- 6 seconds.
 BM0486
 BM0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0486.The vertical order pertains to the NGVD 29 superseded value.
 BM0486
 BM0486.The geoid height was determined by GEOID03.
 BM0486
 BM0486;                    North         East    Units  Estimated Accuracy
 BM0486;SPC TX C     - 3,091,660.      982,890.      MT  (+/- 180 meters Scaled)
 BM0486
 BM0486                          SUPERSEDED SURVEY CONTROL
 BM0486
 BM0486  NGVD 29 (??/??/92)  159.585  (m)          523.57   (f) ADJ UNCH    ?  
 BM0486
 BM0486.Superseded values are not recommended for survey control.
 BM0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0486.See file dsdata.txt to determine how the superseded data were derived.
 BM0486
 BM0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU548708(NAD 83)
 BM0486_MARKER: B = BOLT
 BM0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0486_SP_SET: SEMAPHORE BASE
 BM0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0486
 BM0486  HISTORY     - Date     Condition        Report By
 BM0486  HISTORY     - UNK      MONUMENTED       CGS
 BM0486  HISTORY     - 1938     GOOD             NGS
 BM0486  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0486
 BM0486                          STATION DESCRIPTION
 BM0486
 BM0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0486'IN COUPLAND.
 BM0486'AT COUPLAND, WILLIAMSON COUNTY, AT THE MISSOURI-KANSAS-TEXAS RAILROAD
 BM0486'OF TEXAS STATION, IN THE BASE OF THE SEMAPHORE, AND ON THE TOP OF THE
 BM0486'SOUTHEAST BOLT.  THE TOP OF THE BOLT.  NOTE-- IN BASE OF SEMAPHORE.
 BM0486
 BM0486                          STATION RECOVERY (2004)
 BM0486
 BM0486'RECOVERY NOTE BY US POWER SQUADRON 2004 (AH)
 BM0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0892 ***********************************************************************
 CB0892  DESIGNATION -  BOLT
 CB0892  PID         -  CB0892
 CB0892  STATE/COUNTY-  TX/IRION
 CB0892  USGS QUAD   -  NOELKE NE (1987)
 CB0892
 CB0892                         *CURRENT SURVEY CONTROL
 CB0892  ___________________________________________________________________
 CB0892* NAD 83(1993)-  31 08 10.96761(N)    100 50 53.43195(W)     ADJUSTED  
 CB0892* NAVD 88     -       794.     (meters)    2605.     (feet)  SCALED    
 CB0892  ___________________________________________________________________
 CB0892  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 CB0892  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CB0892
 CB0892  HORZ ORDER  -  FIRST
 CB0892
 CB0892.The horizontal coordinates were established by classical geodetic methods
 CB0892.and adjusted by the National Geodetic Survey in February 1996..
 CB0892
 CB0892.The orthometric height was scaled from a topographic map.
 CB0892
 CB0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0892
 CB0892.The geoid height was determined by GEOID03.
 CB0892
 CB0892;                    North         East     Units Scale Factor Converg.
 CB0892;SPC TX C     - 3,163,038.953   650,906.337   MT  0.99988451   -0 15 54.6
 CB0892;SPC TX C     -10,377,403.63  2,135,515.21   sFT  0.99988451   -0 15 54.6
 CB0892;UTM  14      - 3,446,186.174   323,799.238   MT  0.99998297   -0 57 21.2
 CB0892
 CB0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0892!SPC TX C     -   0.99987897  x   0.99988451  =   0.99976350
 CB0892!UTM  14      -   0.99987897  x   0.99998297  =   0.99986195
 CB0892
 CB0892|---------------------------------------------------------------------|
 CB0892| PID    Reference Object                     Distance      Geod. Az  |
 CB0892|                                                           dddmmss.s |
 CB0892| CB0893 USGS MARK NEAR STATION BOLT          30.597 METERS 00231     |
 CB0892| CV4304 BOLT RM 1                            40.610 METERS 14130     |
 CB0892| CV4303 BOLT AZ MK                                         2211342.1 |
 CB0892| CV4305 BOLT RM 2                            43.953 METERS 28416     |
 CB0892|---------------------------------------------------------------------|
 CB0892
 CB0892                          SUPERSEDED SURVEY CONTROL
 CB0892
 CB0892  NAD 83(1986)-  31 08 10.97511(N)    100 50 53.41695(W) AD(       ) 1
 CB0892  NAD 27      -  31 08 10.36600(N)    100 50 52.03000(W) AD(       ) 1
 CB0892
 CB0892.Superseded values are not recommended for survey control.
 CB0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0892.See file dsdata.txt to determine how the superseded data were derived.
 CB0892
 CB0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV2379946186(NAD 83)
 CB0892_MARKER: DS = TRIANGULATION STATION DISK
 CB0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0892
 CB0892  HISTORY     - Date     Condition        Report By
 CB0892  HISTORY     - 1935     MONUMENTED       CGS
 CB0892
 CB0892                          STATION DESCRIPTION
 CB0892
 CB0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0892'STATION IS ON THE LAND OF THE NOELKE ESTATE, ABOUT 8-1/2 MILES
 CB0892'S BY W OF MERTZON, ABOUT 5 MILES ESE OF NOELKE, AND ABOUT
 CB0892'3-1/2 MILES N OF THE IRION-SCHLEICHER COUNTY LINE.
 CB0892'
 CB0892'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN TOPS
 CB0892'OF CONCRETE CYLINDERS.
 CB0892'
 CB0892'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CB0892'WEDGED IN DRILL HOLES IN BEDROCK AS DESCRIBED.
 CB0892'
 CB0892'REFERENCE MARK NO. 1 IS E BY S OF STATION, AND PROJECTS 8
 CB0892'INCHES.
 CB0892'
 CB0892'REFERENCE MARK NO. 2 IS W OF STATION AND PROJECTS 8 INCHES.
 CB0892'
 CB0892'THE AZIMUTH MARK IS 0.5 MILE SW OF STATION AND IS FLUSH WITH
 CB0892'THE GROUND.  TO REACH, FOLLOW DIM PASTURE ROAD SOUTHWESTERLY
 CB0892'ALONG TOP OF RIDGE FOR 0.5 MILE.
 CB0892'
 CB0892'THERE IS A U.S.G.S. MARK N OF THE STATION TO WHICH A TIE WAS
 CB0892'MADE.
 CB0892'
 CB0892'TO REACH FROM THE POST OFFICE IN MERTZON, GO SW ON U.S. HIGHWAY
 CB0892'67 FOR 2.4 MILES, TURN LEFT, CROSS RAILROAD TRACKS, TURN RIGHT,
 CB0892'GO 1.35 MILES, THEN, WHERE MAIN ROAD TURNS RIGHT ACROSS
 CB0892'RAILROAD TRACKS, CONTINUE STRAIGHT AHEAD ALONG E SIDE OF
 CB0892'RAILROAD TRACKS FOR 0.5 MILE TO GATE, PASS THROUGH GATE, GO
 CB0892'1.1 MILES TO FORKS AT WHITE HOUSE, TAKE LEFT FORK THROUGH GATE,
 CB0892'GO 1.45 MILES TO GATE, PASS THROUGH GATE, GO 0.55 MILE TO
 CB0892'HOUSE, AND GATE 100 YARDS S OF HOUSE, PASS THROUGH GATE, GO
 CB0892'0.6 MILE TO FORKS, TAKE RIGHT FORK, GO 0.3 MILE TO FORKS,
 CB0892'TAKE RIGHT FORK, GO 0.9 MILE TO STEEL GATE, PASS THROUGH
 CB0892'GATE, GO 0.1 MILE TO RED GATE, PASS THROUGH GATE, TURN LEFT
 CB0892'ONTO ROAD AT TRIANGULAR BLAZED MESQUITE, GO 0.4 MILE TO
 CB0892'FORKS, TAKE LEFT FORK, GO 0.25 MILE TO FORKS, TAKE LEFT FORK
 CB0892'AT TRIANGULAR BLAZED MESQUITE, GO 1.2 MILES TO WIRE
 CB0892'GATE, PASS THROUGH GATE AND FOLLOW RIDGE E AND N FOR 1.1
 CB0892'MILES TO STATION AT NE END OF DIVIDE.  MARK PROJECTS 8
 CB0892'INCHES.
 CB0892'
 CB0892'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0505 ***********************************************************************
 AW0505  DESIGNATION -  BOLT 20 SECO
 AW0505  PID         -  AW0505
 AW0505  STATE/COUNTY-  TX/GALVESTON
 AW0505  USGS QUAD   -  GALVESTON (1994)
 AW0505
 AW0505                         *CURRENT SURVEY CONTROL
 AW0505  ___________________________________________________________________
 AW0505* NAD 83(1986)-  29 18 50.     (N)    094 49 17.     (W)     SCALED    
 AW0505* NAVD 88     -         5.01   (+/-2cm)      16.4    (feet)  VERTCON   
 AW0505  ___________________________________________________________________
 AW0505  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0505
 AW0505  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0505
 AW0505.The horizontal coordinates were scaled from a topographic map and have
 AW0505.an estimated accuracy of +/- 6 seconds.
 AW0505
 AW0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0505.The vertical order pertains to the NGVD 29 superseded value.
 AW0505
 AW0505.The geoid height was determined by GEOID03.
 AW0505
 AW0505;                    North         East    Units  Estimated Accuracy
 AW0505;SPC TXSC     - 4,171,340.    1,005,780.      MT  (+/- 180 meters Scaled)
 AW0505
 AW0505                          SUPERSEDED SURVEY CONTROL
 AW0505
 AW0505  NGVD 29 (??/??/92)    5.00   (m)           16.4    (f) COMPUTED    1 2
 AW0505
 AW0505.Superseded values are not recommended for survey control.
 AW0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0505.See file dsdata.txt to determine how the superseded data were derived.
 AW0505
 AW0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN231441(NAD 83)
 AW0505_MARKER: B = BOLT
 AW0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0505_SP_SET: CURBING
 AW0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0505
 AW0505  HISTORY     - Date     Condition        Report By
 AW0505  HISTORY     - UNK      MONUMENTED       LOCENG
 AW0505  HISTORY     - 1958     GOOD             NGS
 AW0505  HISTORY     - 1964     GOOD             NGS
 AW0505  HISTORY     - 1978     GOOD             NGS
 AW0505  HISTORY     - 1988     GOOD             USPSQD
 AW0505  HISTORY     - 1988     GOOD             USPSQD
 AW0505  HISTORY     - 19990828 GOOD             USPSQD
 AW0505
 AW0505                          STATION DESCRIPTION
 AW0505
 AW0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0505'3.2 MI W FROM GALVESTON.
 AW0505'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF COLORADO AND SANTA FE
 AW0505'RAILROAD FROM THE UNION STATION AT GALVESTON, THENCE ABOUT 1.3 MILES
 AW0505'NORTHEAST ALONG 51ST STREET, 100 FEET SOUTHWEST OF THE NORTHEAST END
 AW0505'OF THE CAUSEWAY, SET IN THE TOP OF THE SOUTHEAST CONCRETE CURBING, 14
 AW0505'FEET SOUTHEAST OF THE CENTER LINE OF THE CAUSEWAY, AND ABOUT 1 FOOT
 AW0505'ABOVE THE LEVEL OF THE HIGHWAY.
 AW0505
 AW0505                          STATION RECOVERY (1964)
 AW0505
 AW0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0505'RECOVERED IN GOOD CONDITION.
 AW0505
 AW0505                          STATION RECOVERY (1978)
 AW0505
 AW0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0505'RECOVERED IN GOOD CONDITION.
 AW0505
 AW0505                          STATION RECOVERY (1988)
 AW0505
 AW0505'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0505'RECOVERED IN GOOD CONDITION.
 AW0505
 AW0505                          STATION RECOVERY (1988)
 AW0505
 AW0505'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0505'RECOVERED IN GOOD CONDITION.
 AW0505
 AW0505                          STATION RECOVERY (1999)
 AW0505
 AW0505'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0986 ***********************************************************************
 DO0986  DESIGNATION -  BOMARTON CATH CHURCH SPIRE
 DO0986  PID         -  DO0986
 DO0986  STATE/COUNTY-  TX/BAYLOR
 DO0986  USGS QUAD   -  BOMARTON (1966)
 DO0986
 DO0986                         *CURRENT SURVEY CONTROL
 DO0986  ___________________________________________________________________
 DO0986* NAD 83(1993)-  33 30 19.63484(N)    099 25 13.29630(W)     ADJUSTED  
 DO0986* NAVD 88     -                                                        
 DO0986  ___________________________________________________________________
 DO0986  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DO0986  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DO0986
 DO0986  HORZ ORDER  -  THIRD
 DO0986
 DO0986.The horizontal coordinates were established by classical geodetic methods
 DO0986.and adjusted by the National Geodetic Survey in February 1996..
 DO0986
 DO0986
 DO0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0986
 DO0986.The geoid height was determined by GEOID03.
 DO0986
 DO0986;                    North         East     Units Scale Factor Converg.
 DO0986;SPC TXNC     - 2,204,280.239   514,492.476   MT  0.99990390   -0 30 07.1
 DO0986;SPC TXNC     - 7,231,876.08  1,687,964.07   sFT  0.99990390   -0 30 07.1
 DO0986;UTM  14      - 3,707,402.976   460,957.007   MT  0.99961879   -0 13 55.4
 DO0986
 DO0986                          SUPERSEDED SURVEY CONTROL
 DO0986
 DO0986  NAD 83(1993)-  33 30 19.63667(N)    099 25 13.29649(W) AD(       ) 4
 DO0986  NAD 83(1986)-  33 30 19.64150(N)    099 25 13.28721(W) AD(       ) 4
 DO0986
 DO0986.Superseded values are not recommended for survey control.
 DO0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0986.See file dsdata.txt to determine how the superseded data were derived.
 DO0986
 DO0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC6095707403(NAD 83)
 DO0986_MARKER: 90 = CHURCH SPIRE
 DO0986
 DO0986  HISTORY     - Date     Condition        Report By
 DO0986  HISTORY     - 1962     FIRST OBSERVED   USGS
 DO0986
 DO0986                          STATION DESCRIPTION
 DO0986
 DO0986'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0986'NOT DESCRIBED.
 DO0986'
 DO0986'STATION MARK--CENTER OF SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0868 ***********************************************************************
 DO0868  DESIGNATION -  BOMARTON ET
 DO0868  PID         -  DO0868
 DO0868  STATE/COUNTY-  TX/BAYLOR
 DO0868  USGS QUAD   -  ANTELOPE CREEK NW (1981)
 DO0868
 DO0868                         *CURRENT SURVEY CONTROL
 DO0868  ___________________________________________________________________
 DO0868* NAD 83(1993)-  33 29 50.77575(N)    099 26 44.63828(W)     ADJUSTED  
 DO0868* NAVD 88     -       440.0    (meters)    1444.     (feet)  VERTCON   
 DO0868  ___________________________________________________________________
 DO0868  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DO0868  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DO0868
 DO0868  HORZ ORDER  -  SECOND
 DO0868
 DO0868.The horizontal coordinates were established by classical geodetic methods
 DO0868.and adjusted by the National Geodetic Survey in February 1996..
 DO0868
 DO0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0868
 DO0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0868
 DO0868.The geoid height was determined by GEOID03.
 DO0868
 DO0868;                    North         East     Units Scale Factor Converg.
 DO0868;SPC TXNC     - 2,203,412.170   512,127.237   MT  0.99990280   -0 30 56.9
 DO0868;SPC TXNC     - 7,229,028.09  1,680,204.11   sFT  0.99990280   -0 30 56.9
 DO0868;UTM  14      - 3,706,524.026   458,596.552   MT  0.99962113   -0 14 45.6
 DO0868
 DO0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0868!SPC TXNC     -   0.99993535  x   0.99990280  =   0.99983815
 DO0868!UTM  14      -   0.99993535  x   0.99962113  =   0.99955650
 DO0868
 DO0868:                Primary Azimuth Mark                     Grid Az
 DO0868:SPC TXNC     -  HOLLAND                                  056 39 25.4
 DO0868:UTM  14      -  HOLLAND                                  056 23 14.1
 DO0868
 DO0868|---------------------------------------------------------------------|
 DO0868| PID    Reference Object                     Distance      Geod. Az  |
 DO0868|                                                           dddmmss.s |
 DO0868| DO0838 HOLLAND                             APPROX. 7.3 KM 0560828.5 |
 DO0868| DO0867 ET 14 WXW                            67.709 METERS 17653     |
 DO0868| CX7633 BOMARTON ET RM 1                      9.921 METERS 35838     |
 DO0868|---------------------------------------------------------------------|
 DO0868
 DO0868                          SUPERSEDED SURVEY CONTROL
 DO0868
 DO0868  NAD 83(1993)-  33 29 50.77767(N)    099 26 44.63830(W) AD(       ) 2
 DO0868  NAD 83(1986)-  33 29 50.78237(N)    099 26 44.62925(W) AD(       ) 2
 DO0868  NAD 27      -  33 29 50.43468(N)    099 26 43.34007(W) AD(       ) 2
 DO0868  NGVD 29 (07/19/86)  439.9    (m)         1443.     (f) VERT ANG       
 DO0868
 DO0868.Superseded values are not recommended for survey control.
 DO0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0868.See file dsdata.txt to determine how the superseded data were derived.
 DO0868
 DO0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5859706524(NAD 83)
 DO0868_MARKER: DD = SURVEY DISK
 DO0868_SETTING: 0 = UNSPECIFIED SETTING
 DO0868
 DO0868  HISTORY     - Date     Condition        Report By
 DO0868  HISTORY     - 1967     MONUMENTED       USGS
 DO0868
 DO0868                          STATION DESCRIPTION
 DO0868
 DO0868'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CFL)
 DO0868'LOCATED NORTH 68 DEG EAST, ABOUT 5 MILES (AIRLINE) FROM GOREE,
 DO0868'TEXAS.  AND SOUTH 52 DEG WEST, ABOUT 1 MILE (AIRLINE) FROM
 DO0868'BOMARTON, TEXAS.  THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY
 DO0868'OF A GRAVELED NORTH-SOUTH ROAD AT THE NE CORNER OF AN ABANDONED
 DO0868'FARM YARD, 0.2 MILE SOUTH OF HWY. 277, 38 FEET WEST OF THE CENTER
 DO0868'OF THE ROAD, 4 FEET SE OF A FENCE CORNER, AND 3.0 FEET NW OF A
 DO0868'USGS WITNESS POST SIGN ON A METAL POST.  THE STATION SITE CAN BE
 DO0868'LOCATED FROM THE WICHITA FALLS (NI 14-8) 1--250,000 SERIES MAP.
 DO0868'
 DO0868'THE STATION WAS MONUMENTED AND OBSERVED IN 1967.
 DO0868'
 DO0868'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0868'ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A 6 INCH TILE, 12
 DO0868'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 DO0868'GROUND AND IS STAMPED BOMARTON ET 1966.
 DO0868'
 DO0868'REFERENCE MARK NO. 1 IS A USGS BRONZE TABLET CRIMPED TO A
 DO0868'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A 6
 DO0868'INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL, AND IS 5.8 FEET
 DO0868'NORTH OF A GATE POST AND 1.5 FEET EAST OF RIGHT OF WAY
 DO0868'FENCE.  RM NO. 1 IS LOCATED 32.550 FEET (9.921 METERS), NORTH
 DO0868'FROM THE STATION MARK AND IS STAMPED BOMARTON ET NO. 1 1966.
 DO0868'
 DO0868'REFERENCE MARK NO. 2 IS A PREVIOUSLY ESTABLISHED USGS ALUMINUM
 DO0868'STATION MARK TABLET, STAMPED ET 14 WXW 1962 FT, SET IN A CONCRETE
 DO0868'POST PROJECTING 0.5 FEET, 18 FEET SOUTH OF FENCE CORNER AND 2.0
 DO0868'FEET EAST OF RIGHT OF WAY FENCE.  RM NO. 2 IS LOCATED 224.14 FEET
 DO0868'(67.709 METERS) SOUTH FROM THE STATION MARK.  NEW STAMPING
 DO0868'BOMARTON ET RM NO. 2 1966 WAS ADDED IN 1967.
 DO0868'
 DO0868'USC AND GS STATION HOLLAND 1935 IS VISIBLE FROM THE GROUND AT THIS
 DO0868'STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3231 ***********************************************************************
 BK3231  DESIGNATION -  BON
 BK3231  PID         -  BK3231
 BK3231  STATE/COUNTY-  TX/NEWTON
 BK3231  USGS QUAD   -  NEWTON EAST (1984)
 BK3231
 BK3231                         *CURRENT SURVEY CONTROL
 BK3231  ___________________________________________________________________
 BK3231* NAD 83(1993)-  30 47 28.88687(N)    093 42 12.10175(W)     ADJUSTED  
 BK3231* NAVD 88     -        45.52   (+/-2cm)     149.3    (feet)  VERTCON   
 BK3231  ___________________________________________________________________
 BK3231  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 BK3231  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK3231
 BK3231  HORZ ORDER  -  FIRST
 BK3231  VERT ORDER  -  THIRD ? (See Below)
 BK3231
 BK3231.The horizontal coordinates were established by classical geodetic methods
 BK3231.and adjusted by the National Geodetic Survey in February 1996..
 BK3231
 BK3231.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3231.The vertical order pertains to the NGVD 29 superseded value.
 BK3231
 BK3231.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3231
 BK3231.The geoid height was determined by GEOID03.
 BK3231
 BK3231;                    North         East     Units Scale Factor Converg.
 BK3231;SPC TX C     - 3,143,579.882 1,334,118.600   MT  0.99988842   +3 24 53.4
 BK3231;SPC TX C     -10,313,561.66  4,377,020.77   sFT  0.99988842   +3 24 53.4
 BK3231;SPC LA S     -   256,337.696   773,172.361   MT  1.00002070   -1 11 06.2
 BK3231;SPC LA S     -   841,001.26  2,536,649.65   sFT  1.00002070   -1 11 06.2
 BK3231;UTM  15      - 3,406,690.925   432,706.278   MT  0.99965586   -0 21 36.3
 BK3231
 BK3231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3231!SPC TX C     -   0.99999717  x   0.99988842  =   0.99988559
 BK3231!SPC LA S     -   0.99999717  x   1.00002070  =   1.00001787
 BK3231!UTM  15      -   0.99999717  x   0.99965586  =   0.99965304
 BK3231
 BK3231:                Primary Azimuth Mark                     Grid Az
 BK3231:SPC TX C     -  MERRYVILLE B SHAWVER TANK                101 54 24.5
 BK3231:SPC LA S     -  MERRYVILLE B SHAWVER TANK                106 30 24.1
 BK3231:UTM  15      -  MERRYVILLE B SHAWVER TANK                105 40 54.2
 BK3231
 BK3231|---------------------------------------------------------------------|
 BK3231| PID    Reference Object                     Distance      Geod. Az  |
 BK3231|                                                           dddmmss.s |
 BK3231| BK3230 MERRYVILLE B SHAWVER TANK           APPROX.15.5 KM 1051917.9 |
 BK3231| CV8122 BON RM 1                             31.989 METERS 11805     |
 BK3231| CV8123 BON RM 2                             42.187 METERS 21403     |
 BK3231| CV8121 BON AZ MK                                          3175137.8 |
 BK3231| BK3239 NEWTON MUNICIPAL TANK               APPROX. 8.3 KM 3190117.1 |
 BK3231|---------------------------------------------------------------------|
 BK3231
 BK3231                          SUPERSEDED SURVEY CONTROL
 BK3231
 BK3231  NAD 83(1993)-  30 47 28.89384(N)    093 42 12.10114(W) AD(       ) 1
 BK3231  NAD 83(1986)-  30 47 28.89524(N)    093 42 12.09630(W) AD(       ) 1
 BK3231  NAD 27      -  30 47 28.16800(N)    093 42 11.45800(W) AD(       ) 1
 BK3231  NGVD 29 (07/19/86)   45.55   (m)          149.4    (f) LEVELING    3  
 BK3231
 BK3231.Superseded values are not recommended for survey control.
 BK3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3231.See file dsdata.txt to determine how the superseded data were derived.
 BK3231
 BK3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3270606691(NAD 83)
 BK3231_MARKER: DS = TRIANGULATION STATION DISK
 BK3231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3231
 BK3231  HISTORY     - Date     Condition        Report By
 BK3231  HISTORY     - 1935     MONUMENTED       CGS
 BK3231  HISTORY     - 1957     GOOD             CGS
 BK3231  HISTORY     - 1958     GOOD             CGS
 BK3231  HISTORY     - 19771213 MARK NOT FOUND   USGS
 BK3231
 BK3231                          STATION DESCRIPTION
 BK3231
 BK3231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3231'STATION IS ABOUT 5 MILES SE OF NEWTON AND ABOUT 5 MILES NW
 BK3231'OF BON WEIR.  IN PARTIALLY CLEARED WOODLAND, OWNERSHIP OF
 BK3231'WHICH IS UNKNOWN.  0.2 MILE E OF STATE HIGHWAY 63.  THE
 BK3231'STATION MARK IS ON SLIGHT RISE IN GROUP OF PINE TREES, THREE
 BK3231'OF WHICH ARE MARKED WITH TRIANGLE-BLAZES.  115.4 FEET ENE
 BK3231'OF VERY TALL, 20-INCH PINE TREE WITH TRIANGLE-BLAZE.  THE
 BK3231'MARK PROJECTS 4 INCHES.
 BK3231'
 BK3231'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BK3231'BRONZE DISKS SET IN CONCRETE.
 BK3231'
 BK3231'REFERENCE MARK NO. 1 IS E OF THE STATION.  THE MARK PROJECTS
 BK3231'4 INCHES.
 BK3231'
 BK3231'REFERENCE MARK NO. 2 IS SSW OF THE STATION.  69.1 FEET SSE
 BK3231'OF A VERY TALL, 20-INCH PINE TREE WITH TRIANGLE-BLAZE (SAME TREE
 BK3231'AS IN STATION MARK DESCRIPTION).  THE MARK PROJECTS 5 INCHES.
 BK3231'
 BK3231'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 182.18 FEET.
 BK3231'
 BK3231'THE AZIMUTH MARK IS NW OF THE STATION.  ON W SIDE OF STATE
 BK3231'HIGHWAY 63.  0.5 MILE N OF TRAIL E TO STATION.  0.1 MILE N
 BK3231'OF SIDE ROAD LEADING W.  40 FEET W OF CENTER LINE OF HIGHWAY
 BK3231'63.  AT CLEARING IN PINE WOODLAND.
 BK3231'
 BK3231'TO REACH THE STATION FROM THE SE CORNER OF SQUARE IN NEWTON
 BK3231'GO SE ON STATE HIGHWAY 63, 5.6 MILES TO A TRAIL LEADING
 BK3231'E FROM HIGHWAY.  (THIS TRAIL IS 0.6 MILE N OF SHACK ON W
 BK3231'SIDE OF HIGHWAY 63 WHERE ROAD CURVES TO SE).  GO E ON TRAIL,
 BK3231'TAKING LEFT FORK 10 YARDS FROM HIGHWAY, 0.2 MILE TO VERY TALL,
 BK3231'20-INCH PINE TREE WITH TRIANGLE BLAZE.  STATION MARK IS 115.4
 BK3231'FEET ENE OF THIS TREE.  FROM BON WEIR THE TRAIL TO STATION
 BK3231'MAY BE REACHED BY FOLLOWING STATE HIGHWAY 63, NW 5.2 MILES.
 BK3231'
 BK3231'A 126-FOOT SIGNAL AT SABINE IS VISIBLE AT 68 FEET, A 126-FOOT
 BK3231'SIGNAL AT MERRYVILLE IS VISIBLE AT 88 FEET, A 136-FOOT
 BK3231'SIGNAL AT CANEY IS VISIBLE AT 68 FEET, A 113-FOOT SIGNAL
 BK3231'AT QUICKSAND IS VISIBLE AT 68 FEET, A 126-FOOT SIGNAL AT
 BK3231'TROUT IS VISIBLE AT 70 FEET.
 BK3231
 BK3231                          STATION RECOVERY (1957)
 BK3231
 BK3231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BC)
 BK3231'ORIGINAL DESCRIPTION ADEQUATE.  HIGHWAY 63 MENTIONED IS NOW U.S.
 BK3231'190.  ALSO TRAIL TO STATION IS NOW A DIRT ROAD STRAIGHT AHEAD.
 BK3231'LEFT FORK NO LONGER EXISTS.  FROM TRAIL TO THE E OF HIGHWAY
 BK3231'190, TAKE THE TRAIL FOR 0.1 MI. E, THENCE LEAVE CAR AND WALK
 BK3231'LEFT (N) TO A SMALL PINE GROVE AND THE STATION ABOUT 2500
 BK3231'FT. FROM THE ROAD.
 BK3231
 BK3231                          STATION RECOVERY (1958)
 BK3231
 BK3231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JM)
 BK3231'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BK3231'IN GOOD CONDITION AS DESCRIBED.  THIS STATION IS ABOUT 5
 BK3231'MILES SOUTHEAST OF NEWTON AND ABOUT 5 MILES NORTHWEST OF BON
 BK3231'WEIR.  IN PARTIALLY CLEARED WOODLAND, OWNERSHIP OF WHICH IS
 BK3231'UNKNOWN.  0.14 MILE EAST OF U.S. 190.
 BK3231'
 BK3231'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF SQUARE IN
 BK3231'NEWTON, GO SOUTHEAST ON U.S. 190 FOR 5.46 MILES TO RIGHT
 BK3231'OF WAY MARKER AT STATION 270/00 ON WEST SIDE OF U.S. 190.
 BK3231'STATION IS ON A SLIGHT RISE IN GROUP OF PINE TREES 750 FEET
 BK3231'NORTH 45 DEGREES EAST FROM CENTERLINE OF U.S. 190 OPPOSITE
 BK3231'RIGHT OF WAY MARKER AT 270/00.  ALL WITNESS TREES HAVE BEEN
 BK3231'CUT.
 BK3231
 BK3231                          STATION RECOVERY (1977)
 BK3231
 BK3231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (RCN)
 BK3231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1322 ***********************************************************************
 CR1322  DESIGNATION -  BONANZA
 CR1322  PID         -  CR1322
 CR1322  STATE/COUNTY-  TX/HOPKINS
 CR1322  USGS QUAD   -  ARBALA (1981)
 CR1322
 CR1322                         *CURRENT SURVEY CONTROL
 CR1322  ___________________________________________________________________
 CR1322* NAD 83(1993)-  32 59 21.32646(N)    095 42 46.84086(W)     ADJUSTED  
 CR1322* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 CR1322  ___________________________________________________________________
 CR1322  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CR1322  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CR1322
 CR1322  HORZ ORDER  -  FIRST
 CR1322
 CR1322.The horizontal coordinates were established by classical geodetic methods
 CR1322.and adjusted by the National Geodetic Survey in February 1996..
 CR1322
 CR1322.The orthometric height was scaled from a topographic map.
 CR1322
 CR1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1322
 CR1322.The geoid height was determined by GEOID03.
 CR1322
 CR1322;                    North         East     Units Scale Factor Converg.
 CR1322;SPC TXNC     - 2,150,116.221   860,421.031   MT  0.99987321   +1 31 12.0
 CR1322;SPC TXNC     - 7,054,172.97  2,822,898.00   sFT  0.99987321   +1 31 12.0
 CR1322;UTM  15      - 3,653,365.435   246,492.214   MT  1.00039248   -1 28 40.7
 CR1322
 CR1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1322!SPC TXNC     -   0.99997928  x   0.99987321  =   0.99985249
 CR1322!UTM  15      -   0.99997928  x   1.00039248  =   1.00037175
 CR1322
 CR1322|---------------------------------------------------------------------|
 CR1322| PID    Reference Object                     Distance      Geod. Az  |
 CR1322|                                                           dddmmss.s |
 CR1322| CX9812 BONANZA RM 1                        117.074 METERS 23959     |
 CR1322| CR0857 RAINS                               APPROX.18.6 KM 2621029.9 |
 CR1322| CX9813 BONANZA RM 2                         91.556 METERS 27437     |
 CR1322| CX9811 BONANZA AZ MK                                      3484446.9 |
 CR1322|---------------------------------------------------------------------|
 CR1322
 CR1322                          SUPERSEDED SURVEY CONTROL
 CR1322
 CR1322  NAD 83(1993)-  32 59 21.33013(N)    095 42 46.83681(W) AD(       ) 1
 CR1322  NAD 83(1986)-  32 59 21.33299(N)    095 42 46.82854(W) AD(       ) 1
 CR1322  NAD 27      -  32 59 20.91200(N)    095 42 45.97000(W) AD(       ) 1
 CR1322
 CR1322.Superseded values are not recommended for survey control.
 CR1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1322.See file dsdata.txt to determine how the superseded data were derived.
 CR1322
 CR1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4649253365(NAD 83)
 CR1322_MARKER: DS = TRIANGULATION STATION DISK
 CR1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1322
 CR1322  HISTORY     - Date     Condition        Report By
 CR1322  HISTORY     - 1935     MONUMENTED       CGS
 CR1322  HISTORY     - 1937     GOOD             TXHD
 CR1322  HISTORY     - 1957     GOOD             CGS
 CR1322  HISTORY     - 1957     GOOD             CGS
 CR1322  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 CR1322
 CR1322                          STATION DESCRIPTION
 CR1322
 CR1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1322'STATION IS ABOUT 1/2 MMILE N OF THE SMALL SETTLEMENT OF
 CR1322'BONANZA, ABOUT 9 MILES S OF BRASHEAR, ABOUT 11-1/2 MILES
 CR1322'SW OF SULPHUR SPRINGS, ABOUT 8-1/2 MILES NNE OF EMORY, ON
 CR1322'LAND OWNED BY A.G. MC LEROY.  IT IS ON THE HIGHEST POINT
 CR1322'IN A PASTURE LOT, 17 FEET S OF THE E-W FENCE ALONG THE S EDGE
 CR1322'OF A FIELD, 303 FEET E OF THE E RIGHT-OF-WAY FENCE OF A
 CR1322'N-S ROAD, 300 YARDS NE OF THE BONANZA CHURCH, AND PROJECTS
 CR1322'4 INCHES.
 CR1322'
 CR1322'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR1322'BRONZE DISKS SET IN CONCRETE.
 CR1322'
 CR1322'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 2 FEET E OF THE
 CR1322'E RIGHT-OF-WAY FENCE OF THE ROAD, 100 YARDS NE OF A FARMHOUSE,
 CR1322'218.87 FEET S OF REFERENCE MARK NO. 2, AND PROJECTS 3 INCHES.
 CR1322'
 CR1322'REFERENCE MARK NO. 2 IS W OF THE STATION, 3 FEET E OF THE
 CR1322'E RIGHT-OF-WAY FENCE OF THE ROAD, 30 FEET S OF A 12-INCH
 CR1322'CEDAR, AND PROJECTS 3 INCHES.
 CR1322'
 CR1322'AZIMUTH MARK IS NNW OF THE STATION, 1/2 FOOT W OF THE W
 CR1322'RIGHT-OF-WAY FENCE OF THE ROAD, 40 YARDS WNW OF A FARMHOUSE
 CR1322'ON THE E SIDE OF THE ROAD, AND PROJECTS 2 INCHES.
 CR1322'
 CR1322'TO REACH FROM BRASHEAR--GO E ON U.S. HIGHWAY 67, 1-1/2 MILES,
 CR1322'TURN S AND FOLLOW MAIN-TRAVELED ROAD, 9.3 MILES, OR TO A
 CR1322'POINT 1/2 MILE N OF BONANZA STORE.  THE STATION IS THEN 303 FEET
 CR1322'E.
 CR1322'
 CR1322'ALL LIGHTS COME INTO VIEW AT 10 FEET.
 CR1322
 CR1322                          STATION RECOVERY (1937)
 CR1322
 CR1322'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CR1322'DESCRIPTION SATISFACTORY.  STATION WAS IN GOOD CONDITION.
 CR1322'IT WAS THE ONLY MARK RECOVERED.
 CR1322
 CR1322                          STATION RECOVERY (1957)
 CR1322
 CR1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 CR1322'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 CR1322'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CR1322'FOR PROCEEDING TO STATION SITE ARE CORRECT.  THE STATION
 CR1322'IS 0.16 MILE SOUTH ON NORTH-SOUTH ROAD FROM S.H. 19.
 CR1322
 CR1322                          STATION RECOVERY (1957)
 CR1322
 CR1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1322'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CR1322'WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CR1322'HAD BEEN REMOVED BY ROAD CONSTRUCTION.  PERMISSION TO BUILD
 CR1322'OVER STATION WAS REFUSED.  BONANZA R.M. 3 WAS ESTABLISHED
 CR1322'AND USED FOR THE STATION.  SEE DISCRIPTION THEREOF.
 CR1322
 CR1322                          STATION RECOVERY (1995)
 CR1322
 CR1322'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1321 ***********************************************************************
 CR1321  DESIGNATION -  BONANZA RM 3
 CR1321  PID         -  CR1321
 CR1321  STATE/COUNTY-  TX/HOPKINS
 CR1321  USGS QUAD   -  ARBALA (1981)
 CR1321
 CR1321                         *CURRENT SURVEY CONTROL
 CR1321  ___________________________________________________________________
 CR1321* NAD 83(1993)-  32 59 27.68788(N)    095 42 51.27902(W)     ADJUSTED  
 CR1321* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 CR1321  ___________________________________________________________________
 CR1321  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CR1321  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CR1321
 CR1321  HORZ ORDER  -  SECOND
 CR1321
 CR1321.The horizontal coordinates were established by classical geodetic methods
 CR1321.and adjusted by the National Geodetic Survey in February 1996..
 CR1321
 CR1321.The orthometric height was scaled from a topographic map.
 CR1321
 CR1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1321
 CR1321.The geoid height was determined by GEOID03.
 CR1321
 CR1321;                    North         East     Units Scale Factor Converg.
 CR1321;SPC TXNC     - 2,150,309.046   860,300.666   MT  0.99987318   +1 31 09.6
 CR1321;SPC TXNC     - 7,054,805.60  2,822,503.10   sFT  0.99987318   +1 31 09.6
 CR1321;UTM  15      - 3,653,564.395   246,382.041   MT  1.00039316   -1 28 43.4
 CR1321
 CR1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1321!SPC TXNC     -   0.99998038  x   0.99987318  =   0.99985356
 CR1321!UTM  15      -   0.99998038  x   1.00039316  =   1.00037353
 CR1321
 CR1321:                Primary Azimuth Mark                     Grid Az
 CR1321:SPC TXNC     -  BONANZA AZ MK 2                          023 26 23.6
 CR1321:UTM  15      -  BONANZA AZ MK 2                          026 26 16.6
 CR1321
 CR1321|---------------------------------------------------------------------|
 CR1321| PID    Reference Object                     Distance      Geod. Az  |
 CR1321|                                                           dddmmss.s |
 CR1321| CX9814 BONANZA AZ MK 2                                    0245733.2 |
 CR1321| CR1341 EMORY MUNICIPAL TANK                APPROX.13.8 KM 2004419.1 |
 CR1321|---------------------------------------------------------------------|
 CR1321
 CR1321                          SUPERSEDED SURVEY CONTROL
 CR1321
 CR1321  NAD 83(1993)-  32 59 27.69152(N)    095 42 51.27496(W) AD(       ) 2
 CR1321  NAD 83(1986)-  32 59 27.69432(N)    095 42 51.26663(W) AD(       ) 2
 CR1321  NAD 27      -  32 59 27.27360(N)    095 42 50.40850(W) AD(       ) 2
 CR1321
 CR1321.Superseded values are not recommended for survey control.
 CR1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1321.See file dsdata.txt to determine how the superseded data were derived.
 CR1321
 CR1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4638253564(NAD 83)
 CR1321_MARKER: DS = TRIANGULATION STATION DISK
 CR1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1321
 CR1321  HISTORY     - Date     Condition        Report By
 CR1321  HISTORY     - 1957     MONUMENTED       CGS
 CR1321  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 CR1321
 CR1321                          STATION DESCRIPTION
 CR1321
 CR1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1321'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF BRASHEAR,
 CR1321'11-1/2 MILES SOUTHWEST OF SULPHUR SPRINGS AND 8.4 MILES
 CR1321'NORTH-NORTHEAST OF EMORY ON STATE HIGHWAY 19 RIGHT-OF-WAY.
 CR1321'IT IS 148 FEET SOUTHEAST OF THE INTERSECTION OF A SIDE ROAD
 CR1321'AND 59 FEET SOUTH OF THE CENTER OF THE SIDE ROAD.  THE MARK
 CR1321'IS STAMPED BONANZA R.M. NO. 3 1935 1957 AND SET FLUSH WITH THE
 CR1321'GROUND.
 CR1321'
 CR1321'THE TRIANGULATION STATION BONANZA 1935 IS ON THE HIGHEST
 CR1321'POINT OF A PASTURE LOT 17 FEET SOUTH OF THE EAST-WEST FENCE
 CR1321'ALONG THE SOUTH EDGE OF A FIELD AND 303 FEET EAST OF THE
 CR1321'EAST RIGHT-OF-WAY FENCE.  THE MARK IS STAMPED BONANZA 1935
 CR1321'AND PROJECTS ABOUT 3 INCHES.
 CR1321'
 CR1321'THE AZIMUTH MARK IS 1.05 MILES NORTH OF THE STATION ON THE
 CR1321'WEST SIDE OF STATE HIGHWAY 19, 60 FEET FROM THE CENTER, 48
 CR1321'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 3 FEET
 CR1321'SOUTH OF TELEPHONE POLE AND 2 FEET SOUTH OF A WHITE WITNESS
 CR1321'POST.  THE MARK IS STAMPED BONANZA R.M. NO. 3 1935 1957 AND
 CR1321'PROJECTS ABOUT 2 INCHES.
 CR1321'
 CR1321'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE RAINS
 CR1321'COUNTY COURT HOUSE SQUARE IN EMORY GO 8.4 MILES NORTH ON
 CR1321'STATE HIGHWAY 19 TO A SIDE ROAD ON THE RIGHT AND THE STATION
 CR1321'AS DESCRIBED.  THE AZIMUTH MARK CAN BE REACHED BY CONTINUING
 CR1321'NORTH ON STATE HIGHWAY 19 FOR 1.05 MILES.
 CR1321'
 CR1321'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 CR1321
 CR1321                          STATION RECOVERY (1995)
 CR1321
 CR1321'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1996 ***********************************************************************
 AY1996  DESIGNATION -  BOND
 AY1996  PID         -  AY1996
 AY1996  STATE/COUNTY-  TX/MEDINA
 AY1996  USGS QUAD   -  TWIN HOLLOW (1969)
 AY1996
 AY1996                         *CURRENT SURVEY CONTROL
 AY1996  ___________________________________________________________________
 AY1996* NAD 83(1993)-  29 37 20.74927(N)    099 14 30.55791(W)     ADJUSTED  
 AY1996* NAVD 88     -       607.4    (meters)    1993.     (feet)  VERTCON   
 AY1996  ___________________________________________________________________
 AY1996  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AY1996  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AY1996
 AY1996  HORZ ORDER  -  FIRST
 AY1996
 AY1996.The horizontal coordinates were established by classical geodetic methods
 AY1996.and adjusted by the National Geodetic Survey in February 1996..
 AY1996
 AY1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1996
 AY1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1996
 AY1996.The geoid height was determined by GEOID03.
 AY1996
 AY1996;                    North         East     Units Scale Factor Converg.
 AY1996;SPC TXSC     - 4,198,304.122   576,582.637   MT  0.99987579   -0 07 06.5
 AY1996;SPC TXSC     -13,773,936.11  1,891,671.53   sFT  0.99987579   -0 07 06.5
 AY1996;UTM  14      - 3,276,973.194   476,589.044   MT  0.99960676   -0 07 10.3
 AY1996
 AY1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1996!SPC TXSC     -   0.99990827  x   0.99987579  =   0.99978407
 AY1996!UTM  14      -   0.99990827  x   0.99960676  =   0.99951507
 AY1996
 AY1996|---------------------------------------------------------------------|
 AY1996| PID    Reference Object                     Distance      Geod. Az  |
 AY1996|                                                           dddmmss.s |
 AY1996| CV4307 BOND RM 1                             5.791 METERS 13344     |
 AY1996| CV4306 BOND AZ MK                                         1972137.7 |
 AY1996| AY1997 USGS MARK NEAR STA BOND 1935          0.210 METERS 23502     |
 AY1996| CV4308 BOND RM 2                             4.731 METERS 26516     |
 AY1996|---------------------------------------------------------------------|
 AY1996
 AY1996                          SUPERSEDED SURVEY CONTROL
 AY1996
 AY1996  NAD 83(1986)-  29 37 20.75186(N)    099 14 30.54383(W) AD(       ) 1
 AY1996  NAD 27      -  29 37 19.93700(N)    099 14 29.40100(W) AD(       ) 1
 AY1996  NGVD 29 (07/28/98)  607.3    (m)         1992.     (f) VERT ANG       
 AY1996
 AY1996.Superseded values are not recommended for survey control.
 AY1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1996.See file dsdata.txt to determine how the superseded data were derived.
 AY1996
 AY1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT7658976973(NAD 83)
 AY1996_MARKER: DS = TRIANGULATION STATION DISK
 AY1996_SETTING: 66 = SET IN ROCK OUTCROP
 AY1996_PROJECTION: FLUSH
 AY1996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1996+STABILITY: POSITION/ELEVATION WELL
 AY1996
 AY1996  HISTORY     - Date     Condition        Report By
 AY1996  HISTORY     - 1935     MONUMENTED       CGS
 AY1996  HISTORY     - 1937     GOOD             TXHD
 AY1996  HISTORY     - 1964     GOOD             USGS
 AY1996  HISTORY     - 19970506 GOOD             USPSQD
 AY1996
 AY1996                          STATION DESCRIPTION
 AY1996
 AY1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY1996'STATION IS LOCATED ON THE SUMMIT OF A HIGH, SHARP PROMINENT
 AY1996'PEAK, FORMERLY KNOWN AS BOND MOUNTAIN, NOW CALLED FLAG MOUNTAIN,
 AY1996'ON ACCOUNT OF A U.S.G.S. SIGNAL TARGET ON SUMMIT.  MARK IS
 AY1996'ON THE HIGHEST POINT OF A CAMELBACK RIDGE, THE HIGHEST POINT
 AY1996'IN VICINITY, ABOUT 2 MILES SE OF TARPLEY, ABOUT 1 MILE E
 AY1996'OF HONDO RIVER AND HONDO CANYON HIGHWAY, AND ABOUT 0.25 MILE
 AY1996'S OF BANDERA-MEDINA COUNTY LINE.  STATION IS AT SITE OF OLD
 AY1996'U.S.G.S. MARK.  STATION IS ON PROPERTY OF F.J. MONIER.
 AY1996'
 AY1996'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 AY1996'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 AY1996'
 AY1996'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 AY1996'
 AY1996'REFERENCE MARK NO. 1 IS LOCATED ON TOP OF MOUNTAIN, SE OF
 AY1996'STATION.
 AY1996'
 AY1996'REFERENCE MARK NO. 2 IS LOCATED ON TOP OF MOUNTAIN, SW OF
 AY1996'STATION.
 AY1996'
 AY1996'AZIMUTH MARK IS LOCATED SW OF STATION, AT THE JUNCTION OF UPPER
 AY1996'HONDO ROAD AND HONDO CANYON HIGHWAY, 20 FEET W OF CENTER LINE
 AY1996'OF HONDO CANYON HIGHWAY, AND 60 FEET S OF CENTER LINE OF
 AY1996'UPPER HONDO ROAD.
 AY1996'
 AY1996'A TIE WAS MADE TO AN OLD U.S.G.S. MARK LOCATED ON TOP OF
 AY1996'MOUNTAIN.  IT WAS SW OF STATION.
 AY1996'
 AY1996'TO REACH THE STATION FROM THE JUNCTION OF UPPER HONDO ROAD
 AY1996'AND HONDO CANYON HIGHWAY (15.7 MILES SW OF BANDERA AND 4 MILES
 AY1996'S OF TARPLEY) GO N ON HONDO CANYON HIGHWAY FOR 0.95 MILE TO
 AY1996'WOODEN GATE ON RIGHT OPPOSITE GATE TO MR. MONIERS HOME,
 AY1996'STATION CAN BE SEEN FROM THIS POINT ON TOP OF SHARP PEAK
 AY1996'ABOUT 1 MILE IN A NORTHEASTERLY DIRECTION, FROM GATE GO NE
 AY1996'ON DIM TRAIL ABOUT 0.4 MILE TO END OF TRUCK TRAVEL.  PACK
 AY1996'UP W SLOPE OF MOUNTAIN AS GRADE IS EASIER AND LESS COVERED
 AY1996'WITH BRUSH.
 AY1996'
 AY1996'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 AY1996
 AY1996                          STATION RECOVERY (1937)
 AY1996
 AY1996'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1996'STATION, REFERENCE MARKS AND U.S.G.S. MARK WERE RECOVERED IN
 AY1996'GOOD CONDITION AND AS DESCRIBED.  DIRECTIONS FOR REACHING STATION
 AY1996'ARE SATISFACTORY.
 AY1996
 AY1996                          STATION RECOVERY (1964)
 AY1996
 AY1996'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1996'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29099-1, STATION 1008.
 AY1996'RECOVERED BY USGS IN 1964.  REFERENCE MARK NO. 1 WAS NOT FOUND.
 AY1996'STATION MARK--STANDARD USC AND GS DISK STAMPED---BOND 1935---, SET IN
 AY1996'BEDROCK.
 AY1996
 AY1996                          STATION RECOVERY (1997)
 AY1996
 AY1996'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1059 ***********************************************************************
 DN1059  DESIGNATION -  BONHAM
 DN1059  PID         -  DN1059
 DN1059  STATE/COUNTY-  TX/FANNIN
 DN1059  USGS QUAD   -  BONHAM (1984)
 DN1059
 DN1059                         *CURRENT SURVEY CONTROL
 DN1059  ___________________________________________________________________
 DN1059* NAD 83(1993)-  33 36 46.02296(N)    096 10 37.85678(W)     ADJUSTED  
 DN1059* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 DN1059  ___________________________________________________________________
 DN1059  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 DN1059  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DN1059
 DN1059  HORZ ORDER  -  THIRD
 DN1059
 DN1059.This mark is at Jones Fld (F00) Airport (F00)
 DN1059
 DN1059.The horizontal coordinates were established by classical geodetic methods
 DN1059.and adjusted by the National Geodetic Survey in February 1996..
 DN1059
 DN1059.The orthometric height was scaled from a topographic map.
 DN1059
 DN1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1059
 DN1059.The geoid height was determined by GEOID03.
 DN1059
 DN1059;                    North         East     Units Scale Factor Converg.
 DN1059;SPC TXNC     - 2,218,191.909   815,527.082   MT  0.99992046   +1 16 00.7
 DN1059;SPC TXNC     - 7,277,517.95  2,675,608.43   sFT  0.99992046   +1 16 00.7
 DN1059;UTM  14      - 3,722,796.781   761,899.269   MT  1.00044570   +1 33 48.7
 DN1059
 DN1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1059!SPC TXNC     -   0.99997445  x   0.99992046  =   0.99989491
 DN1059!UTM  14      -   0.99997445  x   1.00044570  =   1.00042014
 DN1059
 DN1059:                Primary Azimuth Mark                     Grid Az
 DN1059:SPC TXNC     -  BONHAM AZ MK                             049 50 08.4
 DN1059:UTM  14      -  BONHAM AZ MK                             049 32 20.4
 DN1059
 DN1059|---------------------------------------------------------------------|
 DN1059| PID    Reference Object                     Distance      Geod. Az  |
 DN1059|                                                           dddmmss.s |
 DN1059| CX9818 BONHAM AZ MK                                       0510609.1 |
 DN1059| CX9820 BONHAM RM 2                          21.037 METERS 09217     |
 DN1059| CX9819 BONHAM RM 1                          16.616 METERS 34618     |
 DN1059|---------------------------------------------------------------------|
 DN1059
 DN1059                          SUPERSEDED SURVEY CONTROL
 DN1059
 DN1059  NAD 83(1993)-  33 36 46.02462(N)    096 10 37.85552(W) AD(       ) 3
 DN1059  NAD 83(1986)-  33 36 46.03017(N)    096 10 37.84783(W) AD(       ) 3
 DN1059  NAD 27      -  33 36 45.64860(N)    096 10 36.92150(W) AD(       ) 3
 DN1059
 DN1059.Superseded values are not recommended for survey control.
 DN1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1059.See file dsdata.txt to determine how the superseded data were derived.
 DN1059
 DN1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6189922797(NAD 83)
 DN1059_MARKER: DS = TRIANGULATION STATION DISK
 DN1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1059
 DN1059  HISTORY     - Date     Condition        Report By
 DN1059  HISTORY     - 1955     MONUMENTED       CGS
 DN1059  HISTORY     - 1957     GOOD             CGS
 DN1059  HISTORY     - 19940413 POOR             USPSQD
 DN1059  HISTORY     - 20020724 POOR             INDIV
 DN1059
 DN1059                          STATION DESCRIPTION
 DN1059
 DN1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1059'THE STATION IS LOCATED 2.5 MILES AIRLINE NORTH OF THE CENTER
 DN1059'OF BONHAM AND AT THE EAST EDGE OF THE BONHAM AIRPORT.
 DN1059'
 DN1059'TO REACH FROM THE U.S. POST OFFICE IN BONHAM, GO NORTH ON
 DN1059'U.S. HIGHWAY 78 FOR 2.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 DN1059'ON DIRT ROAD AND GO WEST FOR 0.15 MILE TO THE STATION ON THE
 DN1059'RIGHT, 60 YARDS NORTH OF THE SUPREME TRAILER FACTORY.
 DN1059'
 DN1059'THE STATION MARK IS A STANDARD DISK STAMPED BONHAM 1955, SET
 DN1059'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 DN1059'4 INCHES.  IT IS 4.7 FEET NORTHEAST OF A STANDARD WITNESS
 DN1059'POST, 45 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 132
 DN1059'FEET SOUTH-SOUTHWEST OF A SMALL ROUNDTOPPED HANGAR, 22 FEET
 DN1059'EAST OF THE EAST EDGE OF AN AIRCRAFT PARKING AREA, AND DIRECTLY
 DN1059'IN LINE WITH THE NORTH EDGE OF AN EAST-WEST TAXI STRIP THAT
 DN1059'CONNECTS THE RUNWAY TO THE AIRCRAFT PARKING AREA.
 DN1059'
 DN1059'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BONHAM
 DN1059'NO 1 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 DN1059'THAT PROJECTS 4 INCHES.  IT IS 10 FEET EAST OF THE EAST EDGE
 DN1059'OF THE AIRCRAFT PARKING AREA, 70 FEET SOUTH-SOUTHWEST OF THE
 DN1059'SMALL HANGAR, AND AT THE SAME ELEVATION AS THE STATION.
 DN1059'
 DN1059'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BONHAM
 DN1059'NO 2 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 DN1059'THAT PROJECTS 4 INCHES.  IT IS 45 FEET NORTH OF THE CENTER LINE
 DN1059'OF A DIRT ROAD AND AT THE SAME ELEVATION AS THE STATION.
 DN1059'
 DN1059'THE AZIMUTH MARK IS LOCATED ON HIGHWAY RIGHT-OF-WAY PROPERTY
 DN1059'ALONG THE WEST SIDE OF U.S. HIGHWAY 78.  THE MARK IS A STANDARD
 DN1059'DISK STAMPED BONHAM 1955, SET IN THE TOP OF A 10-INCH-SQUARE
 DN1059'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 51 FEET
 DN1059'WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTH OF A
 DN1059'TELEPHONE POLE, AND 18 INCHES EAST OF THE AIRPORT BOUNDARY
 DN1059'FENCE.  TO REACH FROM THE STATION, GO EAST ON DIRT ROAD FOR
 DN1059'0.15 MILE TO U.S. HIGHWAY 78.  TURN LEFT AND GO NORTH ON
 DN1059'U.S. HIGHWAY 78 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 DN1059'LEFT.
 DN1059
 DN1059                          STATION RECOVERY (1957)
 DN1059
 DN1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1059'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1059'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1059'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1059
 DN1059                          STATION RECOVERY (1994)
 DN1059
 DN1059'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1059'MARK RECOVERED IN POOR CONDITION.
 DN1059
 DN1059                          STATION RECOVERY (2002)
 DN1059
 DN1059'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1059'TRIAGULATION STATION DISK MISSING.  ROUND CONCRETE MONUMENT WITH DISK
 DN1059'IMPRESSION AND HOLE REMAINS. CORRECT COORDINATES ARE (N 33 36.764  W
 DN1059'096 10.617)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1057 ***********************************************************************
 DN1057  DESIGNATION -  BONHAM COTTON MILLS WATER TANK
 DN1057  PID         -  DN1057
 DN1057  STATE/COUNTY-  TX/FANNIN
 DN1057  USGS QUAD   -  BONHAM (1984)
 DN1057
 DN1057                         *CURRENT SURVEY CONTROL
 DN1057  ___________________________________________________________________
 DN1057* NAD 83(1993)-  33 34 24.27781(N)    096 11 02.85110(W)     ADJUSTED  
 DN1057* NAVD 88     -                                                        
 DN1057  ___________________________________________________________________
 DN1057  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DN1057  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DN1057
 DN1057  HORZ ORDER  -  THIRD
 DN1057
 DN1057.The horizontal coordinates were established by classical geodetic methods
 DN1057.and adjusted by the National Geodetic Survey in February 1996..
 DN1057
 DN1057
 DN1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1057
 DN1057.The geoid height was determined by GEOID03.
 DN1057
 DN1057;                    North         East     Units Scale Factor Converg.
 DN1057;SPC TXNC     - 2,213,811.978   814,979.236   MT  0.99991398   +1 15 47.0
 DN1057;SPC TXNC     - 7,263,148.13  2,673,811.04   sFT  0.99991398   +1 15 47.0
 DN1057;UTM  14      - 3,718,411.770   761,373.769   MT  1.00044232   +1 33 29.1
 DN1057
 DN1057                          SUPERSEDED SURVEY CONTROL
 DN1057
 DN1057  NAD 83(1993)-  33 34 24.27940(N)    096 11 02.84960(W) AD(       ) 4
 DN1057  NAD 83(1986)-  33 34 24.28485(N)    096 11 02.84184(W) AD(       ) 4
 DN1057  NAD 27      -  33 34 23.90400(N)    096 11 01.91700(W) AD(       ) 3
 DN1057
 DN1057.Superseded values are not recommended for survey control.
 DN1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1057.See file dsdata.txt to determine how the superseded data were derived.
 DN1057
 DN1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6137418412(NAD 83)
 DN1057_MARKER: 53 = ELEVATED TANK
 DN1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1057+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002
 DN1057
 DN1057  HISTORY     - Date     Condition        Report By
 DN1057  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1057  HISTORY     - 19940413 GOOD             USPSQD
 DN1057  HISTORY     - 20020716 GOOD             INDIV
 DN1057
 DN1057                          STATION DESCRIPTION
 DN1057
 DN1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1057'STATION IS A SILVER COLORED CYLINDRICAL SHAPED WATER TANK
 DN1057'THAT IS ELEVATED ON A FOUR LEGGED STRUCTURAL STEEL SCAFFOLD
 DN1057'AND HAS A CONICAL ROOF.  THE BALL AT THE PEAK OF ROOF WAS
 DN1057'INTERSECTED.  THE TOP OF THE TANK IS ABOUT 95 FEET IN HEIGHT.
 DN1057'IT IS LOCATED ON THE WESTERN END OF THE GROUNDS OF THE BONHAM
 DN1057'COTTON MILL WHICH IS IN THE SOUTHWEST QUARTER OF BONHAM AND
 DN1057'ABOUT 200 FEET SOUTH OF THE TEXAS AND PACIFIC RAILROAD
 DN1057'RIGHT-OF-WAY.
 DN1057
 DN1057                          STATION RECOVERY (1994)
 DN1057
 DN1057'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1057'RECOVERED IN GOOD CONDITION.
 DN1057
 DN1057                          STATION RECOVERY (2002)
 DN1057
 DN1057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1057'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1055 ***********************************************************************
 DN1055  DESIGNATION -  BONHAM MUNICIPAL STANDPIPE
 DN1055  PID         -  DN1055
 DN1055  STATE/COUNTY-  TX/FANNIN
 DN1055  USGS QUAD   -  BONHAM (1984)
 DN1055
 DN1055                         *CURRENT SURVEY CONTROL
 DN1055  ___________________________________________________________________
 DN1055* NAD 83(1993)-  33 34 02.35923(N)    096 08 35.55284(W)     ADJUSTED  
 DN1055* NAVD 88     -                                                        
 DN1055  ___________________________________________________________________
 DN1055  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DN1055  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DN1055
 DN1055  HORZ ORDER  -  THIRD
 DN1055
 DN1055.The horizontal coordinates were established by classical geodetic methods
 DN1055.and adjusted by the National Geodetic Survey in February 1996..
 DN1055
 DN1055
 DN1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1055
 DN1055.The geoid height was determined by GEOID03.
 DN1055
 DN1055;                    North         East     Units Scale Factor Converg.
 DN1055;SPC TXNC     - 2,213,221.372   818,791.940   MT  0.99991301   +1 17 07.4
 DN1055;SPC TXNC     - 7,261,210.45  2,686,319.89   sFT  0.99991301   +1 17 07.4
 DN1055;UTM  14      - 3,717,840.498   765,191.529   MT  1.00046711   +1 34 49.8
 DN1055
 DN1055                          SUPERSEDED SURVEY CONTROL
 DN1055
 DN1055  NAD 83(1993)-  33 34 02.36092(N)    096 08 35.55124(W) AD(       ) 4
 DN1055  NAD 83(1986)-  33 34 02.36631(N)    096 08 35.54318(W) AD(       ) 4
 DN1055  NAD 27      -  33 34 01.98300(N)    096 08 34.62900(W) AD(       ) 3
 DN1055
 DN1055.Superseded values are not recommended for survey control.
 DN1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1055.See file dsdata.txt to determine how the superseded data were derived.
 DN1055
 DN1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6519217840(NAD 83)
 DN1055_MARKER: 52 = STANDPIPE TANK
 DN1055
 DN1055  HISTORY     - Date     Condition        Report By
 DN1055  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1055  HISTORY     - 1957     GOOD             CGS
 DN1055  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 DN1055
 DN1055                          STATION DESCRIPTION
 DN1055
 DN1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1055'THE STATION IS LOCATED ABOUT ONE MILE SOUTHEAST OF BONHAM.
 DN1055'
 DN1055'THE STANDPIPE IS A LARGE STEEL STANDPIPE ABOUT 20 FEET IN
 DN1055'DIAMETER AND 60 FEET HIGH.  IT IS PAINTED BLACK.  THE CENTER OF THE
 DN1055'TOP OF STANDPIPE WAS INTERSECTED.
 DN1055
 DN1055                          STATION RECOVERY (1957)
 DN1055
 DN1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1055'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1055'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1055
 DN1055                          STATION RECOVERY (1994)
 DN1055
 DN1055'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1056 ***********************************************************************
 DN1056  DESIGNATION -  BONHAM MUNICIPAL TANK
 DN1056  PID         -  DN1056
 DN1056  STATE/COUNTY-  TX/FANNIN
 DN1056  USGS QUAD   -  BONHAM (1984)
 DN1056
 DN1056                         *CURRENT SURVEY CONTROL
 DN1056  ___________________________________________________________________
 DN1056* NAD 83(1993)-  33 34 42.32049(N)    096 10 38.43515(W)     ADJUSTED  
 DN1056* NAVD 88     -                                                        
 DN1056  ___________________________________________________________________
 DN1056  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 DN1056  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DN1056
 DN1056  HORZ ORDER  -  THIRD
 DN1056
 DN1056.The horizontal coordinates were established by classical geodetic methods
 DN1056.and adjusted by the National Geodetic Survey in February 1996..
 DN1056
 DN1056
 DN1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1056
 DN1056.The geoid height was determined by GEOID03.
 DN1056
 DN1056;                    North         East     Units Scale Factor Converg.
 DN1056;SPC TXNC     - 2,214,381.582   815,596.427   MT  0.99991477   +1 16 00.4
 DN1056;SPC TXNC     - 7,265,016.91  2,675,835.94   sFT  0.99991477   +1 16 00.4
 DN1056;UTM  14      - 3,718,984.850   761,988.344   MT  1.00044628   +1 33 43.3
 DN1056
 DN1056                          SUPERSEDED SURVEY CONTROL
 DN1056
 DN1056  NAD 83(1993)-  33 34 42.32216(N)    096 10 38.43367(W) AD(       ) 4
 DN1056  NAD 83(1986)-  33 34 42.32762(N)    096 10 38.42594(W) AD(       ) 4
 DN1056  NAD 27      -  33 34 41.94600(N)    096 10 37.50100(W) AD(       ) 3
 DN1056
 DN1056.Superseded values are not recommended for survey control.
 DN1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1056.See file dsdata.txt to determine how the superseded data were derived.
 DN1056
 DN1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6198818985(NAD 83)
 DN1056_MARKER: 53 = ELEVATED TANK
 DN1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1056+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002
 DN1056
 DN1056  HISTORY     - Date     Condition        Report By
 DN1056  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1056  HISTORY     - 1957     GOOD             CGS
 DN1056  HISTORY     - 19940413 GOOD             USPSQD
 DN1056  HISTORY     - 20020716 GOOD             INDIV
 DN1056
 DN1056                          STATION DESCRIPTION
 DN1056
 DN1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1056'STATION IS A BLACK CYLINDRICAL WATER TANK WITH A CONICAL ROOF.
 DN1056'IT IS ELEVATED TO 140 FEET ON A SIX LEGGED STRUCTURAL STEEL
 DN1056'SCAFFOLD.  THE WEATHER VANE ON THE PEAK OF THE ROOF WAS
 DN1056'INTERSECTED.  THE NAME BONHAM IS PRINTED IN LARGE WHITE
 DN1056'LETTERS ON THE SIDE OF THE TANK.
 DN1056'
 DN1056'STATION IS LOCATED NEAR THE CENTER OF BONHAM AT THE REAR
 DN1056'OF THE CITY HALL.  IT IS JUST NORTH OF EAST 5TH. ST. AND
 DN1056'JUST EAST OF CENTER ST., ONE HALF BLOCK NORTHEAST OF THE CITY
 DN1056'SQUARE AND FANNIN COUNTY COURTHOUSE.
 DN1056
 DN1056                          STATION RECOVERY (1957)
 DN1056
 DN1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1056'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1056'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1056
 DN1056                          STATION RECOVERY (1994)
 DN1056
 DN1056'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1056'RECOVERED IN GOOD CONDITION.
 DN1056
 DN1056                          STATION RECOVERY (2002)
 DN1056
 DN1056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1056'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1061 ***********************************************************************
 DN1061  DESIGNATION -  BONHAM RADIO STATION KFYN MAST
 DN1061  PID         -  DN1061
 DN1061  STATE/COUNTY-  TX/FANNIN
 DN1061  USGS QUAD   -  BONHAM (1984)
 DN1061
 DN1061                         *CURRENT SURVEY CONTROL
 DN1061  ___________________________________________________________________
 DN1061* NAD 83(1993)-  33 34 40.21562(N)    096 09 53.46288(W)     ADJUSTED  
 DN1061* NAVD 88     -                                                        
 DN1061  ___________________________________________________________________
 DN1061  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DN1061  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DN1061
 DN1061  HORZ ORDER  -  THIRD
 DN1061
 DN1061.The horizontal coordinates were established by classical geodetic methods
 DN1061.and adjusted by the National Geodetic Survey in February 1996..
 DN1061
 DN1061
 DN1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1061
 DN1061.The geoid height was determined by GEOID03.
 DN1061
 DN1061;                    North         East     Units Scale Factor Converg.
 DN1061;SPC TXNC     - 2,214,342.460   816,757.253   MT  0.99991468   +1 16 24.9
 DN1061;SPC TXNC     - 7,264,888.55  2,679,644.42   sFT  0.99991468   +1 16 24.9
 DN1061;UTM  14      - 3,718,951.694   763,149.977   MT  1.00045381   +1 34 08.2
 DN1061
 DN1061                          SUPERSEDED SURVEY CONTROL
 DN1061
 DN1061  NAD 83(1993)-  33 34 40.21727(N)    096 09 53.46139(W) AD(       ) 4
 DN1061  NAD 83(1986)-  33 34 40.22274(N)    096 09 53.45352(W) AD(       ) 4
 DN1061  NAD 27      -  33 34 39.84200(N)    096 09 52.53200(W) AD(       ) 3
 DN1061
 DN1061.Superseded values are not recommended for survey control.
 DN1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1061.See file dsdata.txt to determine how the superseded data were derived.
 DN1061
 DN1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6315018952(NAD 83)
 DN1061_MARKER: 42 = RADIO/TV MAST
 DN1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1061+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 DN1061
 DN1061  HISTORY     - Date     Condition        Report By
 DN1061  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1061  HISTORY     - 1957     GOOD             CGS
 DN1061  HISTORY     - 19940413 GOOD             USPSQD
 DN1061  HISTORY     - 20020718 GOOD             INDIV
 DN1061
 DN1061                          STATION DESCRIPTION
 DN1061
 DN1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1061'THE STATION IS LOCATED AT THE EAST EDGE OF BONHAM, ABOUT
 DN1061'100 YARDS NORTH OF U.S. HIGHWAY 82.
 DN1061'
 DN1061'THE MAST IS A TALL STEEL CONSTRUCTED MAST ABOUT 275 FEET
 DN1061'HIGH.  THE CENTER OF THE MAST WAS INTERSECTED.
 DN1061
 DN1061                          STATION RECOVERY (1957)
 DN1061
 DN1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1061'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DN1061'PROCEEDING TO STATION SITE ARE CORRECT.
 DN1061
 DN1061                          STATION RECOVERY (1994)
 DN1061
 DN1061'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1061'RECOVERED IN GOOD CONDITION.
 DN1061
 DN1061                          STATION RECOVERY (2002)
 DN1061
 DN1061'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1061'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1060 ***********************************************************************
 DN1060  DESIGNATION -  BONHAM VETERANS HOSPITAL TANK
 DN1060  PID         -  DN1060
 DN1060  STATE/COUNTY-  TX/FANNIN
 DN1060  USGS QUAD   -  BONHAM (1984)
 DN1060
 DN1060                         *CURRENT SURVEY CONTROL
 DN1060  ___________________________________________________________________
 DN1060* NAD 83(1993)-  33 35 12.71354(N)    096 10 03.48985(W)     ADJUSTED  
 DN1060* NAVD 88     -                                                        
 DN1060  ___________________________________________________________________
 DN1060  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DN1060  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DN1060
 DN1060  HORZ ORDER  -  THIRD
 DN1060
 DN1060.The horizontal coordinates were established by classical geodetic methods
 DN1060.and adjusted by the National Geodetic Survey in February 1996..
 DN1060
 DN1060
 DN1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1060
 DN1060.The geoid height was determined by GEOID03.
 DN1060
 DN1060;                    North         East     Units Scale Factor Converg.
 DN1060;SPC TXNC     - 2,215,337.636   816,476.531   MT  0.99991614   +1 16 19.4
 DN1060;SPC TXNC     - 7,268,153.56  2,678,723.42   sFT  0.99991614   +1 16 19.4
 DN1060;UTM  14      - 3,719,945.942   762,863.972   MT  1.00045195   +1 34 04.0
 DN1060
 DN1060                          SUPERSEDED SURVEY CONTROL
 DN1060
 DN1060  NAD 83(1993)-  33 35 12.71523(N)    096 10 03.48842(W) AD(       ) 4
 DN1060  NAD 83(1986)-  33 35 12.72073(N)    096 10 03.48061(W) AD(       ) 4
 DN1060  NAD 27      -  33 35 12.34000(N)    096 10 02.55800(W) AD(       ) 3
 DN1060
 DN1060.Superseded values are not recommended for survey control.
 DN1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1060.See file dsdata.txt to determine how the superseded data were derived.
 DN1060
 DN1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6286419946(NAD 83)
 DN1060_MARKER: 53 = ELEVATED TANK
 DN1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1060+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002
 DN1060
 DN1060  HISTORY     - Date     Condition        Report By
 DN1060  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1060  HISTORY     - 1957     GOOD             CGS
 DN1060  HISTORY     - 19940413 GOOD             USPSQD
 DN1060  HISTORY     - 20020716 GOOD             INDIV
 DN1060
 DN1060                          STATION DESCRIPTION
 DN1060
 DN1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1060'STATION IS A SILVER COLOR WATER TANK WHICH HAS ROUGHLY THE SHAPE
 DN1060'OF AN ELLIPSOID AND IS ELEVATED ON A SIX LEGGED STRUCTURAL
 DN1060'STEEL SCAFFOLD TO APPROXIMATELY 125 FEET.  THE RED WARNING
 DN1060'LIGHT AT THE CENTER OF THE TOP OF THE ROOF WAS INTERSECTED.
 DN1060'
 DN1060'IT IS LOCATED IN THE EXTREME NORTHEAST CORNER OF BONHAM,
 DN1060'AND IN THE NORTHWEST CORNER OF THE U.S. VETERANS HOSPITAL
 DN1060'GROUNDS.  IT IS APPROXIMATELY 500 FEET SOUTH OF 7 OAKS RD. AND
 DN1060'130 FEET EAST OF LINN ST.  THERE IS A BRICK PUMPING STATION
 DN1060'JUST WEST OF THE BASE OF THE TANK.
 DN1060
 DN1060                          STATION RECOVERY (1957)
 DN1060
 DN1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1060'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1060'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1060
 DN1060                          STATION RECOVERY (1994)
 DN1060
 DN1060'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1060'RECOVERED IN GOOD CONDITION.
 DN1060
 DN1060                          STATION RECOVERY (2002)
 DN1060
 DN1060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1060'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1815 ***********************************************************************
 FL1815  DESIGNATION -  BONITA
 FL1815  PID         -  FL1815
 FL1815  STATE/COUNTY-  TX/POTTER
 FL1815  USGS QUAD   -  CHUNKY (1969)
 FL1815
 FL1815                         *CURRENT SURVEY CONTROL
 FL1815  ___________________________________________________________________
 FL1815* NAD 83(1993)-  35 24 07.17645(N)    101 45 31.34031(W)     ADJUSTED  
 FL1815* NAVD 88     -      1057.     (meters)    3468.     (feet)  SCALED    
 FL1815  ___________________________________________________________________
 FL1815  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FL1815  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 FL1815
 FL1815  HORZ ORDER  -  FIRST
 FL1815
 FL1815.The horizontal coordinates were established by classical geodetic methods
 FL1815.and adjusted by the National Geodetic Survey in February 1996..
 FL1815
 FL1815.The orthometric height was scaled from a topographic map.
 FL1815
 FL1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1815
 FL1815.The geoid height was determined by GEOID03.
 FL1815
 FL1815;                    North         East     Units Scale Factor Converg.
 FL1815;SPC TX N     - 1,155,563.123   176,501.438   MT  0.99991091   -0 08 59.7
 FL1815;SPC TX N     - 3,791,210.01    579,071.80   sFT  0.99991091   -0 08 59.7
 FL1815;UTM  14      - 3,921,119.698   249,468.799   MT  1.00037357   -1 35 56.3
 FL1815
 FL1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1815!SPC TX N     -   0.99983819  x   0.99991091  =   0.99974911
 FL1815!UTM  14      -   0.99983819  x   1.00037357  =   1.00021170
 FL1815
 FL1815|---------------------------------------------------------------------|
 FL1815| PID    Reference Object                     Distance      Geod. Az  |
 FL1815|                                                           dddmmss.s |
 FL1815| CJ6683 BONITA RM 2                           8.365 METERS 02135     |
 FL1815| FL1765 WILLTON ELEVATED WATER TANK         APPROX. 9.7 KM 1024303.2 |
 FL1815| CJ6681 BONITA AZ MK                                       1632651.2 |
 FL1815| FL1812 AMARILLO W MUNICIPAL TANK           APPROX.24.0 KM 2080743.4 |
 FL1815| CJ6682 BONITA RM 1                           7.932 METERS 30603     |
 FL1815|---------------------------------------------------------------------|
 FL1815
 FL1815                          SUPERSEDED SURVEY CONTROL
 FL1815
 FL1815  NAD 83(1993)-  35 24 07.18079(N)    101 45 31.33363(W) AD(       ) 1
 FL1815  NAD 83(1986)-  35 24 07.18383(N)    101 45 31.33101(W) AD(       ) 1
 FL1815  NAD 27      -  35 24 07.00700(N)    101 45 29.68200(W) AD(       ) 1
 FL1815
 FL1815.Superseded values are not recommended for survey control.
 FL1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1815.See file dsdata.txt to determine how the superseded data were derived.
 FL1815
 FL1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4946921120(NAD 83)
 FL1815_MARKER: DS = TRIANGULATION STATION DISK
 FL1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1815
 FL1815  HISTORY     - Date     Condition        Report By
 FL1815  HISTORY     - 1951     MONUMENTED       CGS
 FL1815
 FL1815                          STATION DESCRIPTION
 FL1815
 FL1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1815'THE STATION IS LOCATED ON A HIGH GRASSY HILL IN MR. MILES G.
 FL1815'BIVINS PASTURE LAND.  IT IS ABOUT 14 MILES AIRLINE NORTH-NORTHWEST
 FL1815'OF AMARILLO, ABOUT 4-1/2 MILES AIRLINE EAST OF U.S. HIGHWAY 87,
 FL1815'AND ABOUT 8 MILES AIRLINE WEST OF WILLTON.
 FL1815'
 FL1815'THE STATION IS 40 FEET EAST OF A TRACK ROAD AND 9 FEET
 FL1815'EAST-SOUTHEAST OF A WHITE WITNESS POST.  IT IS A STANDARD DISK
 FL1815'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1815'2 INCHES.  THE DISK IS STAMPED--BONITA 1951.
 FL1815'
 FL1815'REFERENCE MARK NUMBER ONE IS 25 FEET EAST OF THE TRACK ROAD AND
 FL1815'IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 FL1815'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1815'PROJECTS 6 INCHES.  THE DISK IS STAMPED--BONITA NO 1 1951.
 FL1815'
 FL1815'REFERENCE MARK NUMBER TWO IS 52 FEET EAST OF THE TRACK ROAD
 FL1815'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 FL1815'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1815'PROJECTS 6 INCHES.  THE DISK IS STAMPED--BONITA NO 2 1951.
 FL1815'
 FL1815'THE AZIMUTH MARK IS 2-1/2 FEET NORTH OF A WIRE FENCE, AND 20
 FL1815'FEET EAST OF THE CENTER OF AN IRON CATTLE GUARD.  IT IS A
 FL1815'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FL1815'THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED--BONITA 1951.
 FL1815'TO REACH THE MARK FROM THE STATION GO SOUTHEAST AND SOUTH ON
 FL1815'THE TRACK ROAD FOR 1.3 MILES TO THE FIRST CATTLE GUARD AND THE
 FL1815'MARK ON THE LEFT.
 FL1815'
 FL1815'TO REACH THE STATION FROM THE POST OFFICE IN AMARILLO GO NORTH
 FL1815'ON U.S. HIGHWAY 87 FOR 6.7 MILES TO A CROSS ROAD.  TURN RIGHT
 FL1815'ON COTTONWOOD AVENUE AND GO 0.5 MILE TO A CATTLE GUARD AT THE
 FL1815'END OF THE GRADED ROAD.  CROSS OVER THE CATTLE GUARD AND TAKE THE
 FL1815'LEFT FORK, NORTHEAST, FOR 0.4 MILE TO A REVERSE Y FORK THAT
 FL1815'IS ABOUT 0.1 MILE SOUTHWEST OF A RANCH HOUSE.  TURN SHARP RIGHT,
 FL1815'EAST-SOUTHEAST, AND GO 0.2 MILE AND CROSS OVER THE RAILROAD,
 FL1815'PASSING THROUGH 2 IRON GATES, AND CONTINUE 0.1 MILE TO A FORK,
 FL1815'JUST AFTER CROSSING A SMALL STREAM.  TAKE THE LEFT FORK,
 FL1815'NORTHEASTERLY, AND GO 2.1 MILES TO A CATTLE GUARD IN A
 FL1815'T-FENCE CORNER AND A GATE 100 YARDS WEST OF THE CATTLE GUARD.
 FL1815'PASS THROUGH THE GATE AND TAKE THE RIGHT FORK, NORTHEAST
 FL1815'AND NORTH, FOR 2.8 TO A CATTLE GUARD.  CROSS OVER THE CATTLE
 FL1815'GUARD AND CONTINUE, NORTH, FOR 1.2 MILES TO A CATTLE GUARD
 FL1815'JUST EAST OF A RANCH HOUSE.  CROSS OVER THE CATTLE GUARD AND
 FL1815'CONTINUE, NORTH, FOR 2.0 MILES TO A CATTLE GUARD.  CROSS OVER
 FL1815'THE CATTLE GUARD AND CONTINUE, NORTH AND NORTHWEST, FOR 1.3
 FL1815'MILES TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 FL1815'
 FL1815'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9948 ***********************************************************************
 AG9948  DESIGNATION -  BONNET
 AG9948  PID         -  AG9948
 AG9948  STATE/COUNTY-  TX/WILLIAMSON
 AG9948  USGS QUAD   -  PFLUGERVILLE EAST (1987)
 AG9948
 AG9948                         *CURRENT SURVEY CONTROL
 AG9948  ___________________________________________________________________
 AG9948* NAD 83(1993)-  30 29 24.41663(N)    097 37 06.98386(W)     ADJUSTED  
 AG9948* NAVD 88     -       254.32   (+/-2cm)     834.4    (feet)  VERTCON   
 AG9948  ___________________________________________________________________
 AG9948  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AG9948  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AG9948
 AG9948  HORZ ORDER  -  THIRD
 AG9948  VERT ORDER  -  THIRD ? (See Below)
 AG9948
 AG9948.The horizontal coordinates were established by classical geodetic methods
 AG9948.and adjusted by the National Geodetic Survey in July 1998..
 AG9948
 AG9948.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9948.The vertical order pertains to the NGVD 29 superseded value.
 AG9948
 AG9948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9948
 AG9948.The geoid height was determined by GEOID03.
 AG9948
 AG9948;                    North         East     Units Scale Factor Converg.
 AG9948;SPC TX C     - 3,094,464.046   960,590.815   MT  0.99992129   +1 23 53.7
 AG9948;SPC TX C     -10,152,420.79  3,151,538.37   sFT  0.99992129   +1 23 53.7
 AG9948;UTM  14      - 3,373,907.200   632,578.917   MT  0.99981684   +0 42 03.6
 AG9948
 AG9948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9948!SPC TX C     -   0.99996414  x   0.99992129  =   0.99988544
 AG9948!UTM  14      -   0.99996414  x   0.99981684  =   0.99978099
 AG9948
 AG9948                          SUPERSEDED SURVEY CONTROL
 AG9948
 AG9948  NAD 83(1993)-  30 29 24.42255(N)    097 37 06.96146(W) AD(       ) 3
 AG9948  NGVD 29 (07/28/98)  254.24   (m)          834.1    (f) LEVELING    3  
 AG9948
 AG9948.Superseded values are not recommended for survey control.
 AG9948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9948.See file dsdata.txt to determine how the superseded data were derived.
 AG9948
 AG9948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3257973907(NAD 83)
 AG9948_MARKER: DS = TRIANGULATION STATION DISK
 AG9948
 AG9948  HISTORY     - Date     Condition        Report By
 AG9948  HISTORY     - 1954     MONUMENTED       USGS
 AG9948
 AG9948                          STATION DESCRIPTION
 AG9948
 AG9948'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9948'STATION LOCATED ABOUT 4.5 MI. SE. OF ROUND ROCK AND 17 MI. NNE. OF
 AG9948'AUSTIN, AT S. EDGE OF PASTURE ON LOW HILL TOP, SE. OF RED BARN.
 AG9948'TO REACH FROM INTERSECTION OF FARM ROAD 620 AND U.S. HIGHWAY 81 IN
 AG9948'ROUND ROCK, GO S. 1.1 MI. ON HIGHWAY 81 TO GRAVEL RD. ON LEFT, GO E.
 AG9948'2.6 MI. TO RAILROAD TRACKS, CONTINUE EASTERLY 0.9 MI. TO GATE INTO
 AG9948'PASTURE ON RIGHT, ENTER GATE AND GO S. ON TRACK RD. 0.5 MI. TO RED
 AG9948'BARN AND STATION SITE 498 FT. TO SE.
 AG9948'RECOVERED BY USGS IN 1962.
 AG9948'STATION MARK--STANDARD TABLET STAMPED---BONNET 1954---, SET IN
 AG9948'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2111 ***********************************************************************
 AN2111  DESIGNATION -  BONNIE
 AN2111  PID         -  AN2111
 AN2111  STATE/COUNTY-  TX/REFUGIO
 AN2111  USGS QUAD   -  MISSION BAY (1979)
 AN2111
 AN2111                         *CURRENT SURVEY CONTROL
 AN2111  ___________________________________________________________________
 AN2111* NAD 83(1993)-  28 11 16.99373(N)    097 14 44.83001(W)     ADJUSTED  
 AN2111* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 AN2111  ___________________________________________________________________
 AN2111  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AN2111  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AN2111
 AN2111  HORZ ORDER  -  SECOND
 AN2111
 AN2111.The horizontal coordinates were established by classical geodetic methods
 AN2111.and adjusted by the National Geodetic Survey in February 1996..
 AN2111
 AN2111.The orthometric height was scaled from a topographic map.
 AN2111
 AN2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2111
 AN2111.The geoid height was determined by GEOID03.
 AN2111
 AN2111;                    North         East     Units Scale Factor Converg.
 AN2111;SPC TXSC     - 4,040,606.948   772,251.459   MT  1.00006178   +0 51 33.9
 AN2111;SPC TXSC     -13,256,557.96  2,533,628.33   sFT  1.00006178   +0 51 33.9
 AN2111;SPC TX S     - 5,279,981.231   423,163.389   MT  1.00010904   +0 34 09.9
 AN2111;SPC TX S     -17,322,738.42  1,388,328.55   sFT  1.00010904   +0 34 09.9
 AN2111;UTM  14      - 3,119,279.754   672,193.384   MT  0.99996596   +0 49 43.8
 AN2111
 AN2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2111!SPC TXSC     -   0.99999817  x   1.00006178  =   1.00005995
 AN2111!SPC TX S     -   0.99999817  x   1.00010904  =   1.00010721
 AN2111!UTM  14      -   0.99999817  x   0.99996596  =   0.99996413
 AN2111
 AN2111|---------------------------------------------------------------------|
 AN2111| PID    Reference Object                     Distance      Geod. Az  |
 AN2111|                                                           dddmmss.s |
 AN2111| CV4311 BONNIE RM 2                          17.612 METERS 05425     |
 AN2111| CV4309 BONNIE AZ MK                                       1851718.0 |
 AN2111| CV4310 BONNIE RM 1                          19.418 METERS 19215     |
 AN2111| AN2112 WOODSBORO FARMERS COOP ELEV         APPROX.10.2 KM 3031348.8 |
 AN2111| AN2113 WOODSBORO MUNICIPAL TANK            APPROX. 9.9 KM 3043553.5 |
 AN2111|---------------------------------------------------------------------|
 AN2111
 AN2111                          SUPERSEDED SURVEY CONTROL
 AN2111
 AN2111  NAD 83(1986)-  28 11 17.00168(N)    097 14 44.81033(W) AD(       ) 2
 AN2111  NAD 27      -  28 11 15.96500(N)    097 14 43.83600(W) AD(       ) 2
 AN2111
 AN2111.Superseded values are not recommended for survey control.
 AN2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2111.See file dsdata.txt to determine how the superseded data were derived.
 AN2111
 AN2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS7219319280(NAD 83)
 AN2111_MARKER: DS = TRIANGULATION STATION DISK
 AN2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2111
 AN2111  HISTORY     - Date     Condition        Report By
 AN2111  HISTORY     - 1953     MONUMENTED       CGS
 AN2111  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN2111  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2111
 AN2111                          STATION DESCRIPTION
 AN2111
 AN2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2111'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF BAYSIDE.
 AN2111'6 MILES SOUTHEAST OF WOODSBORO.  AND IS NEAR THE CENTER OF
 AN2111'A TRIANGLE FORMED BY THE JUNCTION OF FARM ROAD 136 AND A
 AN2111'SURFACED FARM ROAD.
 AN2111'
 AN2111'TO REACH FROM THE POST OFFICE IN WOODSBORO, GO SOUTHEASTERLY
 AN2111'ON FARM ROAD 136 FOR 7.9 MILES TO A TRIANGLE FORMED BY THE
 AN2111'JUNCTION OF FARM ROAD 136 AND A SURFACED FARM ROAD, AT A POINT
 AN2111'WHERE FARM ROAD 136 TURNS SOUTH.  THE STATION MARK IS NEAR
 AN2111'THE CENTER OF THE TRIANGLE.
 AN2111'
 AN2111'ALL MARK ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AN2111'POSTS.
 AN2111'
 AN2111'THE STATION MARK IS STAMPED BONNIE 1952, AND IT PROJECTS
 AN2111'4 INCHES.  THE MARK IS LOCATED 87 FEET NORTHEAST OF THE CENTER
 AN2111'OF FARM ROAD 136.  64 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE
 AN2111'WHICH FORMS THE POINT WHERE THE TELEPHONE LINE TURNS SOUTH.
 AN2111'AND 6 FEET WEST OF A WHITE WITNESS POST.
 AN2111'
 AN2111'REFERENCE MARK NO. 1 IS STAMPED BONNIE NO 1 1952, AND IT
 AN2111'PROJECTS 4 INCHES.  THE MARK IS LOCATED 45 FEET NORTHEAST
 AN2111'OF THE CENTER OF FARM ROAD 136.
 AN2111'
 AN2111'REFERENCE MARK NO. 2 IS STAMPED BONNIE NO 2 1952, AND IT
 AN2111'PROJECTS 4 INCHES.  THE MARK IS LOCATED 3 FEET SOUTHWEST
 AN2111'OF A TELEPHONE LINE CORNER POLE.
 AN2111'
 AN2111'THE AZIMUTH MARK IS STAMPED BONNIE 1952, AND IT PROJECTS
 AN2111'6 INCHES.  THE MARK IS LOCATED 0.2 MILE SOUTH OF THE STATION.
 AN2111'30 FEET EAST OF THE CENTER OF FARM ROAD 136.  9 FEET NORTH
 AN2111'OF A FARM LANE.  AND 9 FEET NORTHEAST OF THE CENTER OF A
 AN2111'BRIDGE.
 AN2111'
 AN2111'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 AN2111'FARM ROAD 136 FOR 0.2 MILE TO A BRIDGE AND THE AZIMUTH MARK
 AN2111'ON THE LEFT.
 AN2111'
 AN2111'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2111
 AN2111                          STATION RECOVERY (1994)
 AN2111
 AN2111'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2111'MARK NOT FOUND.
 AN2111
 AN2111                          STATION RECOVERY (1999)
 AN2111
 AN2111'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3117 ***********************************************************************
 CS3117  DESIGNATION -  BONO
 CS3117  PID         -  CS3117
 CS3117  STATE/COUNTY-  TX/JOHNSON
 CS3117  USGS QUAD   -  BONO (1979)
 CS3117
 CS3117                         *CURRENT SURVEY CONTROL
 CS3117  ___________________________________________________________________
 CS3117* NAD 83(1993)-  32 21 48.42916(N)    097 32 55.13523(W)     ADJUSTED  
 CS3117* NAVD 88     -       307.     (meters)    1007.     (feet)  SCALED    
 CS3117  ___________________________________________________________________
 CS3117  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CS3117  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS3117
 CS3117  HORZ ORDER  -  FIRST
 CS3117
 CS3117.The horizontal coordinates were established by classical geodetic methods
 CS3117.and adjusted by the National Geodetic Survey in February 1996..
 CS3117
 CS3117.The orthometric height was scaled from a topographic map.
 CS3117
 CS3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3117
 CS3117.The geoid height was determined by GEOID03.
 CS3117
 CS3117;                    North         East     Units Scale Factor Converg.
 CS3117;SPC TXNC     - 2,077,673.116   689,533.536   MT  0.99994422   +0 31 07.9
 CS3117;SPC TXNC     - 6,816,499.21  2,262,244.61   sFT  0.99994422   +0 31 07.9
 CS3117;UTM  14      - 3,581,648.711   636,550.645   MT  0.99982994   +0 46 37.2
 CS3117
 CS3117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3117!SPC TXNC     -   0.99995616  x   0.99994422  =   0.99990038
 CS3117!UTM  14      -   0.99995616  x   0.99982994  =   0.99978611
 CS3117
 CS3117|---------------------------------------------------------------------|
 CS3117| PID    Reference Object                     Distance      Geod. Az  |
 CS3117|                                                           dddmmss.s |
 CS3117| CX9822 BONO RM 1                            22.616 METERS 04955     |
 CS3117| CX9821 BONO AZ MK                                         0621254.7 |
 CS3117| CS3100 CLEBURNE SANTA FE RR RDHSE SK       APPROX.15.8 KM 0930134.2 |
 CS3117| CX9823 BONO RM 2                            21.068 METERS 16851     |
 CS3117|---------------------------------------------------------------------|
 CS3117
 CS3117                          SUPERSEDED SURVEY CONTROL
 CS3117
 CS3117  NAD 83(1986)-  32 21 48.43331(N)    097 32 55.11483(W) AD(       ) 1
 CS3117  NAD 27      -  32 21 47.91800(N)    097 32 54.03100(W) AD(       ) 1
 CS3117
 CS3117.Superseded values are not recommended for survey control.
 CS3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3117.See file dsdata.txt to determine how the superseded data were derived.
 CS3117
 CS3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA3655181649(NAD 83)
 CS3117_MARKER: DD = SURVEY DISK
 CS3117_SETTING: 0 = UNSPECIFIED SETTING
 CS3117
 CS3117  HISTORY     - Date     Condition        Report By
 CS3117  HISTORY     - 1946     MONUMENTED       CGS
 CS3117  HISTORY     - 1953     GOOD             CGS
 CS3117  HISTORY     - 1969     GOOD             CGS
 CS3117  HISTORY     - 19940329 GOOD             USPSQD
 CS3117
 CS3117                          STATION DESCRIPTION
 CS3117
 CS3117'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3117'STATION IS LOCATED ABOUT 4 MILES NW OF THE VILLAGE OF BONO,
 CS3117'ON A PROMINENT KNOLL IN PASTURE LAND.  IT IS 15 FEET N OF
 CS3117'A LARGE PILE OF ROCK AND 6 FEET NW OF A WHITE WOODEN WITNESS POST.
 CS3117'
 CS3117'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3117'IN THE TOP OF CONCRETE POSTS.  STATION DISK IS STAMPED
 CS3117'BONO 1946 AND PROJECTS 2 INCHES.
 CS3117'
 CS3117'REFERENCE MARK 1 IS 74.20 FEET NE OF THE STATION.  IT IS
 CS3117'LOCATED IN OPEN PASTURE LAND AND ABOUT 1 FOOT LOWER IN ELEVATION
 CS3117'THAN THE STATION MARK.  IT IS A BRONZE REFERENCE DISK, STAMPED
 CS3117'BONO NO 1 1946 AND SET IN THE TOP OF A CONCRETE POST.  IT
 CS3117'PROJECTS 3 INCHES.
 CS3117'
 CS3117'REFERENCE MARK 2 IS 69.12 FEET SE OF THE STATION.  IT IS
 CS3117'LOCATED IN OPEN PASTURE LAND AND ABOUT ON THE SAME ELEVATION
 CS3117'AS THE STATION MARK.  IT IS A BRONZE REFERENCE DISK,
 CS3117'STAMPED BONO NO 2 1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS3117'IT PROJECTS 2 INCHES.
 CS3117'
 CS3117'AZIMUTH MARK IS 0.5 MILE NE OF THE STATION AND ABOUT 100
 CS3117'YARDS N OF A 1-STORY IMITATION BRICK HOUSE.  IT IS 81 FEET
 CS3117'E OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD, 13 FEET
 CS3117'S OF A WIRE GATE INTO CULTIVATED FIELD, 5 FEET NW OF A WHITE
 CS3117'WOODEN WITNESS POST, AND 2 FEET W OF A N-S FENCE LINE.  IT
 CS3117'IS A BRONZE AZIMUTH DISK, STAMPED BONO 1946 AND SET IN THE TOP
 CS3117'OF A CONCRETE POST.  IT PROJECTS 2 INCHES.
 CS3117'
 CS3117'TO REACH THE STATION FROM THE SMALL VILLAGE OF BONO, GO N
 CS3117'FROM COWARD STORE ON MAIN TRAVELED ROAD FOR 2.3 MILES TO A FORK
 CS3117'IN THE ROAD, TURN LEFT AND GO W AND N ON GRAVELED ROAD FOR
 CS3117'0.95 MILE TO A SHARP CURVE IN THE ROAD, AND THE AZIMUTH MARK
 CS3117'ON THE RIGHT AS DESCRIBED.  CONTINUE ON W FOR 0.2 MILE TO A
 CS3117'SHARP TURN RIGHT.  AT THIS POINT GO W ALONG THE S SIDE OF AN
 CS3117'E-W FENCE LINE FOR 0.3 MILE TO A WIRE GATE INTO PASTURE
 CS3117'LAND, PASS THROUGH GATE AND GO NW ABOUT 50 YARDS TO THE
 CS3117'SUMMIT OF THE KNOLL AND STATION AS DESCRIBED.
 CS3117'
 CS3117'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3117
 CS3117                          STATION RECOVERY (1953)
 CS3117
 CS3117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3117'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A
 CS3117'REVISED DESCRIPTION OF THE ROUTE TO THE STATION IS AS FOLLOWS.
 CS3117'FROM THE MAIN T ROAD INTERSECTION AT THE SOUTHEAST CORNER
 CS3117'OF THE BONO VILLAGE AREA, (PART OF THE MASONRY OF THE STORE
 CS3117'IS EAST OF THIS INTERSECTION), GO NORTH ON A MAIN ROAD 02.5
 CS3117'MILES.  TURN LEFT AND GO WEST AND NORTH ON THE MAIN ROAD 01.3 MILES
 CS3117'TO THE JOHN JONES RANCH HOUSE ON THE LEFT.  THE AZIMUTH
 CS3117'MARK IS ABOUT 0.1 MILE NORTH OF THIS POINT IN THE FENCE
 CS3117'CORNER AS DESCRIBED.  THE IMITATION BRICK HOUSE MENTIONED IN
 CS3117'THE DESCRIPTION IS GONE.  TURN LEFT INTO THE RANCH YARD,
 CS3117'THEN BEAR RIGHT THROUGH A GATE AND FOLLOW A FARM ROAD TO
 CS3117'THE RIGHT OF THE BARN AND THROUGH A GATE THEN WEST ALONG THE
 CS3117'ROAD AT THE EAST EDGE OF THE FIELD 0.7 MILE TO THE STATION ON
 CS3117'A LOW PASTURE HILL 50 YARDS NORTHWEST OF THE CORNER OF THE
 CS3117'FIELD.
 CS3117
 CS3117                          STATION RECOVERY (1969)
 CS3117
 CS3117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS3117'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 CS3117'MARK WERE RECOVERED IN GOOD CONDITION.  STATION IS ABOUT
 CS3117'6 MILES SOUTH OF GODLEY, ABOUT 10 MILES WEST OF CLEBURNE,
 CS3117'ON A PROMINENT HILL IN PASTURE LAND.
 CS3117'
 CS3117'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 174
 CS3117'AND FM HIGHWAY 1192 IN CLEBURNE, GO WESTERLY ON FM HIGHWAY
 CS3117'1192 FOR 9.85 MILES TO THE JUNCTION OF FM HIGHWAY 2331.  TURN LEFT,
 CS3117'GO SOUTH ON FM HIGHWAY 2331 FOR 1.35 MILES TO AZIMUTH MARK
 CS3117'ON THE LEFT.  CONTINUE ON HIGHWAY 0.1 MILE TO GATE ON RIGHT
 CS3117'AT THE JOHN JONES RANCH.  PASS THROUGH GATE, GO WESTERLY ON A
 CS3117'TRACK ROAD FOR 0.2 MILE TO A GATE.  PASS THROUGH GATE INTO
 CS3117'A LANE, THENCE FOLLOW LANE FOR 0.5 MILE TO TOP OF HILL AND
 CS3117'STATION.
 CS3117'
 CS3117'STATION MARK AND REFERENCE MARKS WERE FOUND TO BE AS DESCRIBED
 CS3117'IN THE ORIGINAL DESCRIPTION.  AZIMUTH MARK IS 46 FEET NORTHEAST
 CS3117'OF CENTER LINE OF FM HIGHWAY 2331, 17 FEET SOUTHEAST OF A
 CS3117'T-FENCE CORNER, AND 5 FEET NORTHEAST OF A METAL WITNESS POST
 CS3117'AND RIGHT-OF-WAY FENCE.  MARK IS FLUSH WITH SURFACE OF GROUND.
 CS3117'
 CS3117'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 CS3117'MILES SOUTH OF GODLEY
 CS3117
 CS3117                          STATION RECOVERY (1994)
 CS3117
 CS3117'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1421 ***********************************************************************
 DN1421  SACS        -  This is a Secondary Airport Control Station.
 DN1421  DESIGNATION -  BONPORT
 DN1421  PID         -  DN1421
 DN1421  STATE/COUNTY-  TX/FANNIN
 DN1421  USGS QUAD   -  BONHAM (1984)
 DN1421
 DN1421                         *CURRENT SURVEY CONTROL
 DN1421  ___________________________________________________________________
 DN1421* NAD 83(1993)-  33 36 45.65209(N)    096 10 44.62360(W)     ADJUSTED  
 DN1421* NAVD 88     -       188.02   (meters)     616.9    (feet)  GPS OBS   
 DN1421  ___________________________________________________________________
 DN1421  X           -    -572,332.744 (meters)                     COMP
 DN1421  Y           -  -5,286,404.457 (meters)                     COMP
 DN1421  Z           -   3,510,838.950 (meters)                     COMP
 DN1421  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 DN1421  ELLIP HEIGHT-         161.82  (meters)          (02/27/01) GPS OBS
 DN1421  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DN1421
 DN1421  HORZ ORDER  -  FIRST
 DN1421  ELLP ORDER  -  FIFTH     CLASS I
 DN1421
 DN1421.This mark is at Jones Fld (F00) Airport (F00)
 DN1421
 DN1421.The horizontal coordinates were established by GPS observations
 DN1421.and adjusted by the National Geodetic Survey in August 1996..
 DN1421
 DN1421.The orthometric height was determined by GPS observations and a
 DN1421.high-resolution geoid model.
 DN1421
 DN1421.GPS derived orthometric heights for airport stations designated as
 DN1421.PACS or SACS are published to 2 decimal places.  This maintains
 DN1421.centimeter relative accuracy between the PACS and SACS.  It does
 DN1421.not indicate centimeter accuracy relative to other marks which are
 DN1421.part of the NAVD 88 network.
 DN1421
 DN1421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1421
 DN1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1421
 DN1421.The ellipsoidal height was determined by GPS observations
 DN1421.and is referenced to NAD 83.
 DN1421
 DN1421.The geoid height was determined by GEOID03.
 DN1421
 DN1421;                    North         East     Units Scale Factor Converg.
 DN1421;SPC TXNC     - 2,218,176.631   815,352.954   MT  0.99992044   +1 15 57.0
 DN1421;SPC TXNC     - 7,277,467.83  2,675,037.15   sFT  0.99992044   +1 15 57.0
 DN1421;UTM  14      - 3,722,780.593   761,725.131   MT  1.00044458   +1 33 45.0
 DN1421
 DN1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1421!SPC TXNC     -   0.99997460  x   0.99992044  =   0.99989504
 DN1421!UTM  14      -   0.99997460  x   1.00044458  =   1.00041917
 DN1421
 DN1421:                Primary Azimuth Mark                     Grid Az
 DN1421:SPC TXNC     -  BONPORT AZ MK                            181 20 47.9
 DN1421:UTM  14      -  BONPORT AZ MK                            181 02 59.9
 DN1421
 DN1421|---------------------------------------------------------------------|
 DN1421| PID    Reference Object                     Distance      Geod. Az  |
 DN1421|                                                           dddmmss.s |
 DN1421| DN1422 BONPORT AZ MK                       469.033 METERS 1823644.9 |
 DN1421|---------------------------------------------------------------------|
 DN1421
 DN1421                          SUPERSEDED SURVEY CONTROL
 DN1421
 DN1421  ELLIP H (08/21/96)  161.87   (m)                       GP(       ) 5 1
 DN1421  NAD 83(1993)-  33 36 45.65160(N)    096 10 44.61833(W) AD(       ) 3
 DN1421  ELLIP H (02/16/96)  161.79   (m)                       GP(       ) 5 1
 DN1421  NAD 83(1993)-  33 36 45.65567(N)    096 10 44.61051(W) AD(       ) 3
 DN1421  NAD 83(1986)-  33 36 45.65793(N)    096 10 44.60927(W) AD(       ) 3
 DN1421  NAD 27      -  33 36 45.26362(N)    096 10 43.68518(W) AD(       ) 3
 DN1421  NGVD 29 (12/08/88)  188.1    (m)          617.     (f) GPS OBS        
 DN1421
 DN1421.Superseded values are not recommended for survey control.
 DN1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1421.See file dsdata.txt to determine how the superseded data were derived.
 DN1421
 DN1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6172522781(NAD 83)
 DN1421_MARKER: I = METAL ROD
 DN1421_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1421_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1421_STAMPING: BONPORT 1987
 DN1421_MARK LOGO: NGS   
 DN1421_PROJECTION: FLUSH
 DN1421_MAGNETIC: I = MARKER IS A STEEL ROD
 DN1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1421+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 DN1421_ROD/PIPE-DEPTH: 6.7  meters
 DN1421_SLEEVE-DEPTH  : 0.76 meters
 DN1421
 DN1421  HISTORY     - Date     Condition        Report By
 DN1421  HISTORY     - 1987     MONUMENTED       NGS
 DN1421  HISTORY     - 19880223 GOOD
 DN1421  HISTORY     - 19890329 GOOD             NGS
 DN1421  HISTORY     - 19940413 GOOD             USPSQD
 DN1421  HISTORY     - 19941208 GOOD             NGS
 DN1421  HISTORY     - 20020724 GOOD             INDIV
 DN1421
 DN1421                          STATION DESCRIPTION
 DN1421
 DN1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1421'THE STATION IS LOCATED NEAR THE NORTH EDGE OF BONHAM, TEXAS, AT THE
 DN1421'BONHAM JONES AIRFIELD.  OWNERSHIP--CITY OF BONHAM C/O JOE HALL
 DN1421'P.O.BOX 578, BONHAM, TX 75418. TELEPHONE NUMBER 214-583-8623.
 DN1421'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DN1421'HIGHWAY 78 IN BONHAM.  GO NORTH ON STATE HIGHWAY 78 FOR 4.1 KM
 DN1421'(2.55 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST
 DN1421'FOR 0.2 KM (0.10 MI) TO THE ADMINISTRATION BUILDING ON THE RIGHT.
 DN1421'CONTINUE WEST FROM THE OFFICE, ACROSS THE APRON AND TAXIWAY FOR 0.2
 DN1421'KM (0.10 MI) TO THE RUNWAY AND STATION ON THE LEFT, IN THE
 DN1421'SOUTHEASTANGLE OF THE TAXIWAY AND RUNWAY JUNCTION
 DN1421'THE STATION IS SET 26.0 M (85.3 FT) EASD OF THE CENTERLINE OF THE
 DN1421'RUNWAY 12.5 M (41.0 FT) SOUTH OF THE CENTERLINE OF THE TAXIWAY,
 DN1421'AND0.3 M (1.0 FT) WEST OF A WITNESS POST.
 DN1421'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1421'DESCRIBED BY V.L.F.
 DN1421
 DN1421                          STATION RECOVERY (1988)
 DN1421
 DN1421'RECOVERED 1988
 DN1421'RECOVERED IN GOOD CONDITION.
 DN1421
 DN1421                          STATION RECOVERY (1989)
 DN1421
 DN1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DN1421'RECOVERED IN GOOD CONDITION.
 DN1421
 DN1421                          STATION RECOVERY (1994)
 DN1421
 DN1421'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1421'RECOVERED IN GOOD CONDITION.
 DN1421
 DN1421                          STATION RECOVERY (1994)
 DN1421
 DN1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN1421'THE STATION IS LOCATED NEAR THE NORTH EDGE OF BONHAM AT THE BONHAM
 DN1421'JONES AIRFIELD, IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF THE
 DN1421'RUNWAY AND A CONNECTOR TAXI JUST WEST OF THE APRON.  OWNERSHIP--CITY
 DN1421'OF BONHAM, P.O.  BOX 578, BONHAM, TX 75418.  AIRPORT MANAGER IS H.R.
 DN1421'VAN ZANDT.  PHONE 903-583-8623.  TO REACH FROM THE JUNCTION OF U.S.
 DN1421'HIGHWAY 82 AND STATE HIGHWAY 78 IN BONHAM, GO NORTH ON HIGHWAY 78 FOR
 DN1421'0.8 KM (0.50 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 DN1421'WEST, FOR 0.2 KM (0.10 MI) TO THE ADMINISTRATION BUILDING ON THE
 DN1421'RIGHT.  CONTINUE AHEAD, WEST, ACROSS THE APRON AND TAXI FOR 0.2 KM
 DN1421'(0.10 MI) TO THE RUNWAY AND STATION ON THE LEFT.  THE STATION IS A
 DN1421'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 DN1421'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 DN1421'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 26.0 M (85.3
 DN1421'FT) EAST OF THE CENTER OF THE RUNWAY, 12.9 M (42.3 FT) SOUTH OF THE
 DN1421'CENTER OF THE TAXI AT THE STOP LINE, AND 0.4 M (1.3 FT) WEST OF A
 DN1421'FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG
 DN1421
 DN1421                          STATION RECOVERY (2002)
 DN1421
 DN1421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1421'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1422 ***********************************************************************
 DN1422  SACS        -  This is a Secondary Airport Control Station.
 DN1422  DESIGNATION -  BONPORT AZ MK
 DN1422  PID         -  DN1422
 DN1422  STATE/COUNTY-  TX/FANNIN
 DN1422  USGS QUAD   -  BONHAM (1984)
 DN1422
 DN1422                         *CURRENT SURVEY CONTROL
 DN1422  ___________________________________________________________________
 DN1422* NAD 83(1993)-  33 36 30.44442(N)    096 10 45.45289(W)     ADJUSTED  
 DN1422* NAVD 88     -       186.75   (meters)     612.7    (feet)  GPS OBS   
 DN1422  ___________________________________________________________________
 DN1422  X           -    -572,381.803 (meters)                     COMP
 DN1422  Y           -  -5,286,658.974 (meters)                     COMP
 DN1422  Z           -   3,510,448.029 (meters)                     COMP
 DN1422  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DN1422  ELLIP HEIGHT-         160.56  (meters)          (02/27/01) GPS OBS
 DN1422  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DN1422
 DN1422  HORZ ORDER  -  FIRST
 DN1422  ELLP ORDER  -  FIFTH     CLASS I
 DN1422
 DN1422.This mark is at Jones Fld (F00) Airport (F00)
 DN1422
 DN1422.The horizontal coordinates were established by GPS observations
 DN1422.and adjusted by the National Geodetic Survey in August 1996..
 DN1422
 DN1422.The orthometric height was determined by GPS observations and a
 DN1422.high-resolution geoid model.
 DN1422
 DN1422.GPS derived orthometric heights for airport stations designated as
 DN1422.PACS or SACS are published to 2 decimal places.  This maintains
 DN1422.centimeter relative accuracy between the PACS and SACS.  It does
 DN1422.not indicate centimeter accuracy relative to other marks which are
 DN1422.part of the NAVD 88 network.
 DN1422
 DN1422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1422
 DN1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1422
 DN1422.The ellipsoidal height was determined by GPS observations
 DN1422.and is referenced to NAD 83.
 DN1422
 DN1422.The geoid height was determined by GEOID03.
 DN1422
 DN1422;                    North         East     Units Scale Factor Converg.
 DN1422;SPC TXNC     - 2,217,707.765   815,341.932   MT  0.99991972   +1 15 56.5
 DN1422;SPC TXNC     - 7,275,929.56  2,675,000.99   sFT  0.99991972   +1 15 56.5
 DN1422;UTM  14      - 3,722,311.431   761,716.532   MT  1.00044452   +1 33 43.9
 DN1422
 DN1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1422!SPC TXNC     -   0.99997479  x   0.99991972  =   0.99989452
 DN1422!UTM  14      -   0.99997479  x   1.00044452  =   1.00041930
 DN1422
 DN1422:                Primary Azimuth Mark                     Grid Az
 DN1422:SPC TXNC     -  BONPORT                                  001 20 48.0
 DN1422:UTM  14      -  BONPORT                                  001 03 00.6
 DN1422
 DN1422|---------------------------------------------------------------------|
 DN1422| PID    Reference Object                     Distance      Geod. Az  |
 DN1422|                                                           dddmmss.s |
 DN1422| DN1421 BONPORT                             469.033 METERS 0023644.5 |
 DN1422|---------------------------------------------------------------------|
 DN1422
 DN1422                          SUPERSEDED SURVEY CONTROL
 DN1422
 DN1422  ELLIP H (08/21/96)  160.62   (m)                       GP(       ) 5 1
 DN1422  NAD 83(1993)-  33 36 30.44383(N)    096 10 45.44771(W) AD(       ) 3
 DN1422  ELLIP H (02/16/96)  160.53   (m)                       GP(       ) 5 1
 DN1422  NAD 83(1993)-  33 36 30.44790(N)    096 10 45.43989(W) AD(       ) 3
 DN1422  ELLIP H (01/21/93)  160.38   (m)                       GP(       ) 4 2
 DN1422  NAD 83(1986)-  33 36 30.45016(N)    096 10 45.43866(W) AD(       ) 3
 DN1422  NAD 27      -  33 36 30.05549(N)    096 10 44.51461(W) AD(       ) 3
 DN1422  NGVD 29 (12/08/88)  186.9    (m)          613.     (f) GPS OBS        
 DN1422
 DN1422.Superseded values are not recommended for survey control.
 DN1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1422.See file dsdata.txt to determine how the superseded data were derived.
 DN1422
 DN1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6171722311(NAD 83)
 DN1422_MARKER: I = METAL ROD
 DN1422_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1422_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1422_STAMPING: BONPORT AZ MK
 DN1422_MARK LOGO: NGS   
 DN1422_PROJECTION: FLUSH
 DN1422_MAGNETIC: I = MARKER IS A STEEL ROD
 DN1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1422+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 DN1422_ROD/PIPE-DEPTH: 6.1  meters
 DN1422_SLEEVE-DEPTH  : 0.76 meters
 DN1422
 DN1422  HISTORY     - Date     Condition        Report By
 DN1422  HISTORY     - 1987     MONUMENTED       NGS
 DN1422  HISTORY     - 19880222 GOOD
 DN1422  HISTORY     - 19940413 GOOD             USPSQD
 DN1422  HISTORY     - 19941208 GOOD             NGS
 DN1422  HISTORY     - 20020724 GOOD             INDIV
 DN1422
 DN1422                          STATION DESCRIPTION
 DN1422
 DN1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1422'THE STATION IS LOCATED NEAR THE NORTH EDGE OF BONHAM, TX. AT THE
 DN1422'BONHAM JONES AIRFIELD.  OWNERSHIP--CITY OF BONHAM C/O JOE HALL
 DN1422'P.O.BOX 578, BONHAM, TX 75418. TELEPHONE NUMBER 214-583-8623.
 DN1422'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DN1422'HIGHWAY 78 IN BONHAM.  GO NORTH ON STATE HIGHWAY 78 FOR 4.1 KM
 DN1422'(2.55 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO WEST
 DN1422'FOR 0.2 KM (0.10 MI) TO THE ADMINISTRATION BUILDING ON THE RIGHT.
 DN1422'CONTINUE WEST FROM THE OFFICE, ACROSS THE APRON AND TAXIWAY FOR 0.2
 DN1422'KM (0.10 MI) TO THE RUNWAY.  TURN LEFT AND GO SOUTH ON THE RUNWAY FOR
 DN1422'0.5 KM (0.30 MI) TO THE AZIMUTH MARK ON THE LEFT, ON THE NORTH SIDEOF
 DN1422'A DIRT TURN OFF.
 DN1422'THE STATION IS 91.4 M (299.9 FT) NORTH OF THE SOUTH END OF THE
 DN1422'RUNWAY, 17.8 M (58.4 FT) EAST OF THE RUNWAY CENTERLINE, 8.3 M
 DN1422'(27.2 FT) NORTH OF THE CENTER OF THE DIRT TURN OFF, 22.9 M (75.1 FT)
 DN1422'SOUTH-SOUTH EASTOF A RUNWAY LIGHT AND 0.3 M (1.0 FT) WEST OF A
 DN1422'WITNESS POST.
 DN1422'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1422'DESCRIBED BY V.L.F.
 DN1422
 DN1422                          STATION RECOVERY (1988)
 DN1422
 DN1422'RECOVERED 1988
 DN1422'RECOVERED IN GOOD CONDITION.
 DN1422
 DN1422                          STATION RECOVERY (1994)
 DN1422
 DN1422'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1422'RECOVERED IN GOOD CONDITION.
 DN1422
 DN1422                          STATION RECOVERY (1994)
 DN1422
 DN1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN1422'THE STATION IS LOCATED NEAR THE NORTH EDGE OF BONHAM AT THE BONHAM
 DN1422'JONES AIRFIELD, IN THE NORTHEAST QUADRANT OF THE JUNCTION OF THE
 DN1422'RUNWAY AND A DIRT TURNOFF NEAR RUNWAY END 35.  OWNERSHIP--CITY OF
 DN1422'BONHAM, P.O.  BOX 578, BONHAM, TX 75418.  AIRPORT MANAGER IS H.R. VAN
 DN1422'ZANDT.  PHONE 903-583-8623.  TO REACH FROM THE JUNCTION OF U.S.
 DN1422'HIGHWAY 82 AND STATE HIGHWAY 78 IN BONHAM, GO NORTH ON HIGHWAY 78 FOR
 DN1422'0.8 KM (0.50 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 DN1422'WEST, FOR 0.2 KM (0.10 MI) TO THE ADMINISTRATION BUILDING ON THE
 DN1422'RIGHT.  CONTINUE AHEAD, WEST, ACROSS THE APRON AND TAXI FOR 0.2 KM
 DN1422'(0.10 MI) TO THE RUNWAY.  TURN LEFT, SOUTH, ALONG RUNWAY FOR 0.5 KM
 DN1422'(0.30 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP
 DN1422'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM
 DN1422'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 DN1422'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 91.4 M (299.9 FT) NORTH OF
 DN1422'THE SOUTH END OF THE RUNWAY, 17.8 M (58.4 FT) EAST OF THE CENTER OF
 DN1422'THE RUNWAY, 8.3 M (27.2 FT) NORTH OF THE CENTER OF THE DIRT TURNOFF,
 DN1422'22.9 M (75.1 FT) SOUTH-SOUTHEAST OF A RUNWAY LIGHT, AND 0.3 M (1.0 FT)
 DN1422'WEST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG
 DN1422
 DN1422                          STATION RECOVERY (2002)
 DN1422
 DN1422'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1422'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2702 ***********************************************************************
 AX2702  DESIGNATION -  BONUS
 AX2702  PID         -  AX2702
 AX2702  STATE/COUNTY-  TX/WHARTON
 AX2702  USGS QUAD   -  BONUS (1981)
 AX2702
 AX2702                         *CURRENT SURVEY CONTROL
 AX2702  ___________________________________________________________________
 AX2702* NAD 83(1993)-  29 27 03.90290(N)    096 16 53.40907(W)     ADJUSTED  
 AX2702* NAVD 88     -        44.5    (meters)     146.     (feet)  VERTCON   
 AX2702  ___________________________________________________________________
 AX2702  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AX2702  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX2702
 AX2702  HORZ ORDER  -  THIRD
 AX2702
 AX2702.The horizontal coordinates were established by classical geodetic methods
 AX2702.and adjusted by the National Geodetic Survey in February 1996..
 AX2702
 AX2702.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2702
 AX2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2702
 AX2702.The geoid height was determined by GEOID03.
 AX2702
 AX2702;                    North         East     Units Scale Factor Converg.
 AX2702;SPC TXSC     - 4,182,354.178   863,669.914   MT  0.99986529   +1 19 54.6
 AX2702;SPC TXSC     -13,721,607.00  2,833,557.04   sFT  0.99986529   +1 19 54.6
 AX2702;UTM  14      - 3,261,040.614   763,675.162   MT  1.00045796   +1 20 14.7
 AX2702
 AX2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2702!SPC TXSC     -   0.99999728  x   0.99986529  =   0.99986257
 AX2702!UTM  14      -   0.99999728  x   1.00045796  =   1.00045524
 AX2702
 AX2702:                Primary Azimuth Mark                     Grid Az
 AX2702:SPC TXSC     -  BONUS AZ MK                              014 10 14.6
 AX2702:UTM  14      -  BONUS AZ MK                              014 09 54.5
 AX2702
 AX2702|---------------------------------------------------------------------|
 AX2702| PID    Reference Object                     Distance      Geod. Az  |
 AX2702|                                                           dddmmss.s |
 AX2702| CV6928 BONUS AZ MK                                        0153009.2 |
 AX2702| CV6929 BONUS RM 1                           19.547 METERS 04840     |
 AX2702| AX2712 GARWOOD IRR CO MAST KKA 544         APPROX.11.7 KM 2665728.2 |
 AX2702| CV6930 BONUS RM 2                           44.601 METERS 30948     |
 AX2702|---------------------------------------------------------------------|
 AX2702
 AX2702                          SUPERSEDED SURVEY CONTROL
 AX2702
 AX2702  NAD 83(1986)-  29 27 03.91678(N)    096 16 53.39421(W) AD(       ) 3
 AX2702  NAD 27      -  29 27 03.03901(N)    096 16 52.52524(W) AD(       ) 3
 AX2702  NGVD 29 (07/19/86)   44.5    (m)          146.     (f) VERT ANG       
 AX2702
 AX2702.Superseded values are not recommended for survey control.
 AX2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2702.See file dsdata.txt to determine how the superseded data were derived.
 AX2702
 AX2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6367561041(NAD 83)
 AX2702_MARKER: DS = TRIANGULATION STATION DISK
 AX2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2702
 AX2702  HISTORY     - Date     Condition        Report By
 AX2702  HISTORY     - 1954     MONUMENTED       CGS
 AX2702  HISTORY     - 1985     GOOD             LOCSUR
 AX2702
 AX2702                          STATION DESCRIPTION
 AX2702
 AX2702'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2702'THE STATION IS ABOUT 7 MILES EAST OF GARWOOD, 5 MILES NORTH-NORTHWEST
 AX2702'OF EGYPT, 4 MILES SOUTH-SOUTHEAST OF MATTHEWS AND NEAR THE SOUTH END
 AX2702'OF BONUS RAILWAY SIDING.
 AX2702'
 AX2702'TO REACH FROM EGYPT, GO NORTH ON FARM ROAD 102 FOR 5 MILES TO A
 AX2702'RAILROAD CROSSING AT THE SOUTH END OF BONUS RAILWAY SIDING, TURN
 AX2702'LEFT, CROSS THE RAILROAD TRACK, THE STATION IS 108 FEET SOUTHWEST
 AX2702'OF THIS CROSSING.
 AX2702'
 AX2702'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.
 AX2702'
 AX2702'THE STATION MARK IS STAMPED BONUS 1954 AND IS SET FLUSH WITH THE
 AX2702'GROUND.  THE MARK IS 91 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AX2702'SHELLERS GROCERY STORE.  88 FEET NORTHWEST OF A RAILROAD PROPERTY
 AX2702'MARKER P.C.4.  66 FEET SOUTHWEST OF A RAILROAD PROPERTY MARKER
 AX2702'P.S.C.  28 PLUS 0030.  62 FEET WEST OF THE WEST RAIL OF A RAILROAD
 AX2702'TRACK AND 3-1/2 FEET WEST OF A WHITE WITNESS POST.
 AX2702'
 AX2702'REFERENCE MARK NO. 1 IS STAMPED BONUS NO 1 1954 AND IT PROJECTS 6
 AX2702'INCHES.  THE MARK IS 44 FEET SOUTHWEST OF A RAILROAD CROSSING AND
 AX2702'2-1/2 FEET SOUTHWEST OF A RAILROAD PROPERTY MARKER P.S.C. 28 PLUS
 AX2702'0030.
 AX2702'
 AX2702'REFERENCE MARK NO. 2 IS STAMPED BONUS NO 2 1954 AND IT PROJECTS 8
 AX2702'INCHES.  THE MARK IS 20 FEET WEST OF THE WEST SIDE OF SHELLERS
 AX2702'GROCERY STORE AND 10 FEET SOUTH OF A POWER LINE POLE.
 AX2702'
 AX2702'THE AZIMUTH MARK IS STAMPED BONUS 1954 AND IT PROJECTS 6 INCHES.  THE
 AX2702'MARK IS 0.25 MILE NORTH OF THE STATION.  53 FEET NORTHEAST OF AN
 AX2702'ISOLATED OAK TREE.  50 FEET EAST OF THE CENTER LINE OF FARM ROAD
 AX2702'102.  6 FEET SOUTH OF THE SOUTH END OF A METAL GATE.  2-1/2 FEET
 AX2702'SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF THE EAST
 AX2702'RIGHT-OF-WAY FENCE LINE.
 AX2702'
 AX2702'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON FARM ROAD 102
 AX2702'FOR 0.25 MILE TO A METAL GATE AND THE AZIMUTH MARK ON THE RIGHT,
 AX2702'EAST SIDE OF THE ROAD.
 AX2702'
 AX2702'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 AX2702
 AX2702                          STATION RECOVERY (1985)
 AX2702
 AX2702'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (JLF)
 AX2702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0173 ***********************************************************************
 AJ0173  DESIGNATION -  BOOK
 AJ0173  PID         -  AJ0173
 AJ0173  STATE/COUNTY-  TX/JIM WELLS
 AJ0173  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0173
 AJ0173                         *CURRENT SURVEY CONTROL
 AJ0173  ___________________________________________________________________
 AJ0173* NAD 83(1993)-  27 41 19.24599(N)    098 10 34.44499(W)     ADJUSTED  
 AJ0173* NAVD 88     -        84.678  (meters)     277.81   (feet)  ADJUSTED  
 AJ0173  ___________________________________________________________________
 AJ0173  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AJ0173  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ0173  DYNAMIC HT  -          84.547 (meters)     277.38  (feet)  COMP
 AJ0173  MODELED GRAV-     979,091.0   (mgal)                       NAVD 88
 AJ0173
 AJ0173  HORZ ORDER  -  FIRST
 AJ0173  VERT ORDER  -  SECOND    CLASS 0
 AJ0173
 AJ0173.The horizontal coordinates were established by classical geodetic methods
 AJ0173.and adjusted by the National Geodetic Survey in February 1996..
 AJ0173
 AJ0173.The orthometric height was determined by differential leveling
 AJ0173.and adjusted by the National Geodetic Survey in June 1991..
 AJ0173
 AJ0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ0173
 AJ0173.The geoid height was determined by GEOID03.
 AJ0173
 AJ0173.The dynamic height is computed by dividing the NAVD 88
 AJ0173.geopotential number by the normal gravity value computed on the
 AJ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0173.degrees latitude (g = 980.6199 gals.).
 AJ0173
 AJ0173.The modeled gravity was interpolated from observed gravity values.
 AJ0173
 AJ0173;                    North         East     Units Scale Factor Converg.
 AJ0173;SPC TX S     - 5,224,068.535   331,936.110   MT  0.99996657   +0 08 49.2
 AJ0173;SPC TX S     -17,139,298.19  1,089,027.05   sFT  0.99996657   +0 08 49.2
 AJ0173;UTM  14      - 3,062,987.919   581,227.864   MT  0.99968144   +0 22 58.1
 AJ0173
 AJ0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ0173!SPC TX S     -   0.99999081  x   0.99996657  =   0.99995738
 AJ0173!UTM  14      -   0.99999081  x   0.99968144  =   0.99967225
 AJ0173
 AJ0173:                Primary Azimuth Mark                     Grid Az
 AJ0173:SPC TX S     -  ALICE COTTON SEED OIL CO TANK            054 19 36.2
 AJ0173:UTM  14      -  ALICE COTTON SEED OIL CO TANK            054 05 27.3
 AJ0173
 AJ0173|---------------------------------------------------------------------|
 AJ0173| PID    Reference Object                     Distance      Geod. Az  |
 AJ0173|                                                           dddmmss.s |
 AJ0173| AJ1207 ALICE COTTON SEED OIL CO TANK       APPROX.11.5 KM 0542825.4 |
 AJ0173| AJ1173 ALICE JIM WELLS CO CTHSE FLAG       APPROX.12.6 KM 0554507.5 |
 AJ0173| AJ1205 ALICE OLD MUNICIPAL TANK            APPROX.12.4 KM 0565438.2 |
 AJ0173| AJ1198 ALICE ST JOSEPHS CATH CH CROSS      APPROX.11.7 KM 0591745.3 |
 AJ0173| AJ0172 BOOK AZ MK                                         1052153.4 |
 AJ0173| CV2977 BOOK AZ MK 2                                       1190139.2 |
 AJ0173| AJ0174 BOOK RM 1                            35.796 METERS 21523     |
 AJ0173| AJ0175 BOOK RM 2                            39.163 METERS 29311     |
 AJ0173| AJ1191 SAN DIEGO CATH CHURCH CROSS         APPROX.10.0 KM 3223528.5 |
 AJ0173| AJ1190 SAN DIEGO DUVAL CO CTHSE TANK       APPROX.10.1 KM 3242946.4 |
 AJ0173| AJ1187 SAN DIEGO COTTON GIN WTR TANK       APPROX.10.3 KM 3252402.2 |
 AJ0173| CV2978 BOOK RM 3                            26.728 METERS 35604     |
 AJ0173|---------------------------------------------------------------------|
 AJ0173
 AJ0173                          SUPERSEDED SURVEY CONTROL
 AJ0173
 AJ0173  NAD 83(1986)-  27 41 19.25292(N)    098 10 34.42181(W) AD(       ) 1
 AJ0173  NAD 27      -  27 41 18.15000(N)    098 10 33.40600(W) AD(       ) 1
 AJ0173  NGVD 29 (??/??/92)   84.75   (m)          278.1    (f) COMPUTED    2 0
 AJ0173
 AJ0173.Superseded values are not recommended for survey control.
 AJ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0173.See file dsdata.txt to determine how the superseded data were derived.
 AJ0173
 AJ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8122862988(NAD 83)
 AJ0173_MARKER: DS = TRIANGULATION STATION DISK
 AJ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0173_STAMPING: BOOK 1935
 AJ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0173+STABILITY: SURFACE MOTION
 AJ0173
 AJ0173  HISTORY     - Date     Condition        Report By
 AJ0173  HISTORY     - 1935     MONUMENTED       CGS
 AJ0173  HISTORY     - 1942     GOOD             CGS
 AJ0173  HISTORY     - 1942     GOOD             NGS
 AJ0173  HISTORY     - 1957     GOOD             USGS
 AJ0173  HISTORY     - 1961     GOOD             CGS
 AJ0173
 AJ0173                          STATION DESCRIPTION
 AJ0173
 AJ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ0173'STATION IS LOCATED ABOUT 7 MILES SE OF SAN DIEGO AND ABOUT
 AJ0173'8 MILES SW OF ALICE.  STATION IS ON THE LOT N OF 1-STORY STUCCO
 AJ0173'HOUSE OF RANCH OWNER W.E. BOOK.
 AJ0173'
 AJ0173'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ0173'BRONZE DISKS SET IN CONCRETE.
 AJ0173'
 AJ0173'REFERENCE MARK NO. 1 IS 95 FEET N OF NW CORNER OF BOOKS
 AJ0173'HOUSE.
 AJ0173'
 AJ0173'REFERENCE MARK NO. 2 IS NW OF STATION AT NE CORNER OF STABLES.
 AJ0173'
 AJ0173'AZIMUTH MARK IS 0.5 MILE E OF STATION, 33 FEET S OF CENTER
 AJ0173'LINE OF NS ROAD, 20 FEET W OF NS FENCE LINE CORNER.  TO REACH
 AJ0173'FROM STATION, RETURN TO MAIN ROAD, TURN LEFT, E, AND GO 0.5
 AJ0173'MILE TO MARK ON RIGHT, (S).
 AJ0173'
 AJ0173'STATION IS REACHED FROM THE POST OFFICE IN SAN DIEGO BY GOING
 AJ0173'N AND E ON STATE HIGHWAY 12 FOR 0.45 MILE TO THE DUVAL-JIM
 AJ0173'WELLS COUNTY LINE.  CONTINUE ON STATE HIGHWAY 12 FOR 2.45 MILES
 AJ0173'TO A SIDE ROAD, S.  GO S ON SIDE ROAD AND FOLLOW MAIN STRAIGHT
 AJ0173'ROAD FOR 4.3 MILES TO 2 MAIL BOXES MARKED P. TREVINO.  TURN
 AJ0173'LEFT, (E) ON MAIN ROAD AND GO 0.45 MILE TO T-ROAD.  TURN
 AJ0173'RIGHT, (S) AND FOLLOW MAIN ROAD S AND E 0.75 MILE TO MAIL
 AJ0173'BOX ON LEFT.  TURN LEFT (N) THROUGH WIRE GATE AND FOLLOW
 AJ0173'LANE 0.1 MILE TO RANCH HOUSE AND STATION.
 AJ0173'
 AJ0173'STATION IS 117 FEET N OF NE OF BOOKS HOUSE IN MIDDLE OF
 AJ0173'DRIVEWAY, PASSING HOUSE.  48 FEET SE OF SMALL BARN AT NW
 AJ0173'CORNER OF CULTIVATED FIELD.
 AJ0173'
 AJ0173'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AJ0173
 AJ0173                          STATION RECOVERY (1942)
 AJ0173
 AJ0173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AJ0173'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AJ0173'
 AJ0173'STATION IS ABOUT 6.5 MILES SW OF ALICE, ABOUT 6.0 MILES NE
 AJ0173'OF BEN BOLT AND IN A PASTURE.  IT IS ABOUT 0.1 MILE N OF THE
 AJ0173'BEN BOLT-SAN DIEGO COUNTY ROAD, ABOUT 168.0 FEET N OF AN
 AJ0173'OLD ADOBE HOUSE AND 3.0 FEET E OF A 4- BY 4-INCH WOODEN
 AJ0173'MARKER POST.  STATION IS STAMPED BOOK 1935.  THE
 AJ0173'MONUMENT PROJECTS 0.6 FOOT.
 AJ0173'
 AJ0173'REFERENCE MARK NO. 1 IS IN PASTURE, ABOUT 112.0 FEET SW OF THE
 AJ0173'STATION.  REFERENCE MARK IS STAMPED BOOK NO. 1 1935.
 AJ0173'THE MONUMENT PROJECTS 0.7 FOOT.
 AJ0173'
 AJ0173'REFERENCE MARK NO. 2 IS IN PASTURE AND ABOUT 123 FEET WESTERLY
 AJ0173'FROM THE STATION.  REFERENCE MARK IS STAMPED
 AJ0173'BOOK NO. 2 1935.  THE MONUMENT PROJECTS 0.8 FOOT.
 AJ0173'
 AJ0173'TO REACH THE STATION FROM THE SOUTHERN PACIFIC RAILROAD
 AJ0173'STATION AT BEN BOLT--PROCEED 3.4 MILES WESTERLY ALONG ROAD TO
 AJ0173'INTERSECTION OF ROAD LEADING N. THENCE, GO 2.6 MILES NORTHERLY
 AJ0173'ALONG ROAD TO SHARP CURVE.  THENCE, GO 2.9 MILES WESTERLY
 AJ0173'ALONG ROAD TO THE SITE OF AN ADOBE HOUSE ON THE N SIDE OF THE
 AJ0173'ROAD AND SITE OF THE STATION.
 AJ0173
 AJ0173                          STATION RECOVERY (1942)
 AJ0173
 AJ0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AJ0173'8.9 MI NW FROM BEN BOLT.
 AJ0173'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT BEN BOLT--
 AJ0173'PROCEED 3.4 MILES WESTERLY ALONG ROAD TO INTERSECTION OF ROAD LEADING
 AJ0173'NORTH.  THENCE, GO 2.6 MILES NORTH ALONG ROAD TO SHARP CURVE. THENCE,
 AJ0173'GO 2.9 MILES WESTERLY ALONG ROAD TO THE SITE OF THE STATION. STATION
 AJ0173'IS ABOUT 0.1 MILE NORTH OF THE ROAD, ABOUT 168.0 FEET NORTH OF AN OLD
 AJ0173'ADOBE HOUSE, IN A PASTURE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AJ0173'MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
 AJ0173
 AJ0173                          STATION RECOVERY (1957)
 AJ0173
 AJ0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AJ0173'ALICE, JIM WELLS COUNTY, TEXAS.  TO REACH THE STATION FROM
 AJ0173'THE INTERSECTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY NO. 44,
 AJ0173'WEST OF ALICE, PROCEED SOUTH ALONG HIGHWAY 281 ACROSS OVERPASS
 AJ0173'0.35 MILE TO INTERSECTION OF STATE HIGHWAY 44 AND U.S.
 AJ0173'HIGHWAY 281 AGAIN, CONTINUE SOUTH ON HIGHWAY 281 4.0 MILES
 AJ0173'TO FARM TO MARKET ROAD NO. 625, TURN RIGHT, WEST, FOR 5.8
 AJ0173'MILES TO WINDMILL ON THE LEFT AND PRIVATE DRIVE NORTH, TURN
 AJ0173'RIGHT, NORTH, APPROXIMATELY 0.1 MILE TO THE STATION 30
 AJ0173'FEET NORTH OF THE S.E. CORNER OF CORRAL.  275 FEET NORTHEAST
 AJ0173'OF THE N.E. CORNER OF THE HOUSE.  A STANDARD DISK IN
 AJ0173'CIRCULAR CONCRETE POST STAMPED BOOK, 1935, PROJECTING 0.6
 AJ0173'FT.
 AJ0173
 AJ0173                          STATION RECOVERY (1961)
 AJ0173
 AJ0173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ0173'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 AJ0173'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 AJ0173'RECOVERED.  THE DIRECTION TO REFERENCE MARK NO. 1 WAS FOUND
 AJ0173'TO BE 38 MINUTES SMALLER AND THE DIRECTION TO REFERENCE MARK
 AJ0173'NO. 2 WAS FOUND TO BE 4 MINUTES LARGER THAN THE PREVIOUS
 AJ0173'DIRECTIONS.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND
 AJ0173'TO BE .016 METERS SHORTER THAN PREVIOUSLY MEASURED.
 AJ0173'REFERENCE MARK NO. 2 COULD NOT BE MEASURED DUE TO BEING
 AJ0173'OBSTRUCTED BY FARM BUILDINGS.  REFERENCE MARK NO. 3 AND A NEW
 AJ0173'AZIMUTH MARK WERE ESTABLSIHED BY THIS PARTY.  A NEW AND
 AJ0173'COMPLETE DESCRIPTION FOLLOWS.
 AJ0173'
 AJ0173'THE STATION IS 7-1/2 MILES SOUTHWEST OF ALICE, 6-1/2 MILES
 AJ0173'SOUTHEAST OF SAN DIEGO, 6-1/2 MILES NORTHWEST OF BEN BOLT, 0.1
 AJ0173'MILE NORTH OF FARM ROAD 625 AND ON PROPERTY OWNED BY THE
 AJ0173'G.W. SCHMIDT ESTATE.
 AJ0173'
 AJ0173'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 2508 AND
 AJ0173'U.S. HIGHWAY 281 IN BEN BOLT, GO NORTH ON HIGHWAY 281 FOR
 AJ0173'2.8 MILES TO THE JUNCTION OF FARM ROAD 625 ON THE LEFT.  TURN
 AJ0173'LEFT, WEST, ON FARM ROAD 625 FOR 2.75 MILES TO THE JUNCTION
 AJ0173'OF FARM ROAD 1554 ON THE RIGHT.  CONTINUE WEST ON FARM ROAD
 AJ0173'625 FOR 3.1 MILES TO A T-FENCE CORNER AND THE AZIMUTH MARK
 AJ0173'ON THE LEFT.  CONTINUE WEST ON FARM ROAD 625 FOR 0.25 MILE
 AJ0173'TO A DRIVEWAY AND A MAIL BOX ON THE RIGHT.  TURN RIGHT, NORTH,
 AJ0173'ON THE DRIVEWAY FOR 0.1 MILE, PASSING A FARM HOUSE, TO A
 AJ0173'WOODEN GATE AND THE STATION.  THE UNDERGROUND
 AJ0173'DISK WAS NOT INSPECTED BY THIS PARTY.
 AJ0173'
 AJ0173'THE STATION MARK, A STANDARD DISK STAMPED BOOK 1935, IS SET
 AJ0173'IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 AJ0173'208.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A MACHINE
 AJ0173'SHED, 63 FEET NORTHEAST OF THE CENTER OF A METAL GATE, 27
 AJ0173'FEET NORTH OF THE EAST END OF THE WOODEN GATE, 10.5 FEET
 AJ0173'WEST OF A FARM ROAD, 2.5 FEET NORTHWEST OF A METAL WITNESS
 AJ0173'POST AND 0.5 FEET EAST OF A FENCE.
 AJ0173'
 AJ0173'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOOK NO 1 1935,
 AJ0173'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ0173'IT IS APPROXIMATELY 175 FEET NORTH OF THE FARM HOUSE, 98 FEET
 AJ0173'NORTHEAST OF THE CENTER OF A WINDMILL, 73 FEET WEST OF A
 AJ0173'NORTH-SOUTH FENCE AND 10.5 FEET NORTHWEST OF A 14-INCH TREE.
 AJ0173'
 AJ0173'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOOK NO 2 1935,
 AJ0173'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 AJ0173'IS IN THE CENTER OF A PIG LOT, 39 FEET NORTHWEST OF THE
 AJ0173'CENTER OF A ROUND CONCRETE WATERING TANK, 25 FEET SOUTH OF A
 AJ0173'FENCE, AND 19 FEET NORTH OF A FENCE.
 AJ0173'
 AJ0173'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BOOK NO 3 1935,
 AJ0173'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AJ0173'IT IS 115 FEET NORTH OF THE EAST END OF THE WOODEN GATE, 66
 AJ0173'FEET NORTHEAST OF THE EAST END OF A SMALL LOADING SHUTE AND
 AJ0173'2.5 FEET WEST OF THE FENCE.
 AJ0173'
 AJ0173'THE AZIMUTH MARK, A STANDARD DISK STAMPED BOOK 1935 RESET
 AJ0173'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AJ0173'INCHES.  IT IS 42.5 FEET SOUTH OF THE CENTER OF FARM ROAD
 AJ0173'625, 4.5 FEET WEST OF THE T-FENCE CORNER, 2.4 FEET NORTHEAST
 AJ0173'OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 AJ0173'
 AJ0173'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KB. TAPE TENSION.
 AJ0173'
 AJ0173'NOTE--DISTANCE FOR REFERENCE MARK NO. 2 IS 1935 DISTANCE.
 AJ0173'
 AJ0173'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0823 ***********************************************************************
 CB0823  DESIGNATION -  BOOK
 CB0823  PID         -  CB0823
 CB0823  STATE/COUNTY-  TX/RUNNELS
 CB0823  USGS QUAD   -  MILES (1984)
 CB0823
 CB0823                         *CURRENT SURVEY CONTROL
 CB0823  ___________________________________________________________________
 CB0823* NAD 83(1993)-  31 36 37.68566(N)    100 08 39.08793(W)     ADJUSTED  
 CB0823* NAVD 88     -       546.4    (meters)    1793.     (feet)  VERTCON   
 CB0823  ___________________________________________________________________
 CB0823  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CB0823  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 CB0823
 CB0823  HORZ ORDER  -  SECOND
 CB0823
 CB0823.The horizontal coordinates were established by classical geodetic methods
 CB0823.and adjusted by the National Geodetic Survey in February 1996..
 CB0823
 CB0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0823
 CB0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0823
 CB0823.The geoid height was determined by GEOID03.
 CB0823
 CB0823;                    North         East     Units Scale Factor Converg.
 CB0823;SPC TX C     - 3,215,500.617   717,946.672   MT  0.99993809   +0 05 50.7
 CB0823;SPC TX C     -10,549,521.61  2,355,463.37   sFT  0.99993809   +0 05 50.7
 CB0823;UTM  14      - 3,497,828.416   391,467.350   MT  0.99974528   -0 35 59.2
 CB0823
 CB0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0823!SPC TX C     -   0.99991809  x   0.99993809  =   0.99985619
 CB0823!UTM  14      -   0.99991809  x   0.99974528  =   0.99966339
 CB0823
 CB0823|---------------------------------------------------------------------|
 CB0823| PID    Reference Object                     Distance      Geod. Az  |
 CB0823|                                                           dddmmss.s |
 CB0823| CV4313 BOOK RM 2                            25.343 METERS 00019     |
 CB0823| CV4312 BOOK RM 1                            23.510 METERS 07242     |
 CB0823| CB0825 MILES MUNICIPAL TANK                APPROX. 3.8 KM 2493522.3 |
 CB0823| CB0826 ROWENA                              APPROX. 3.7 KM 3302119.4 |
 CB0823|---------------------------------------------------------------------|
 CB0823
 CB0823                          SUPERSEDED SURVEY CONTROL
 CB0823
 CB0823  NAD 83(1986)-  31 36 37.69232(N)    100 08 39.07363(W) AD(       ) 2
 CB0823  NAD 27      -  31 36 37.11673(N)    100 08 37.76752(W) AD(       ) 2
 CB0823  NGVD 29 (07/19/86)  546.3    (m)         1792.     (f) VERT ANG       
 CB0823
 CB0823.Superseded values are not recommended for survey control.
 CB0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0823.See file dsdata.txt to determine how the superseded data were derived.
 CB0823
 CB0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV9146797828(NAD 83)
 CB0823_MARKER: DS = TRIANGULATION STATION DISK
 CB0823_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0823+WITH SETTING: INFORMATION.
 CB0823_SP_SET: PREFABRICATED CONCRETE POST
 CB0823
 CB0823  HISTORY     - Date     Condition        Report By
 CB0823  HISTORY     - 1967     MONUMENTED       USGS
 CB0823
 CB0823                          STATION DESCRIPTION
 CB0823
 CB0823'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CB0823'STATION IS LOCATED 2.5 MILES SOUTH AND 5.5 MILES WEST OF
 CB0823'ROWENA, TEXAS.  1.0 MILE NORTH AND 2.1 MILES EAST OF MILES,
 CB0823'TEXAS.  47 FEET NORTH AND 27 FEET EAST OF SANTA FE RAILROAD
 CB0823'AT NORTH-SOUTH GRAVEL ROAD CROSSING.  5 FEET SOUTH OF A
 CB0823'WITNESS SIGN ON FENCE CORNER.
 CB0823'
 CB0823'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND FARM ROAD
 CB0823'1692, IN MILES, GO 2.2 MILES NORTHEAST ON U.S. HIGHWAY 67 TO
 CB0823'GRAVEL ROAD CROSSING.  STATION SITE IS ON THE LEFT ACROSS
 CB0823'THE RAILROAD TRACKS.
 CB0823'
 CB0823'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CB0823'STEEL ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A 6 INCH
 CB0823'DIAMETER PLASTIC CASING, 12 INCHES LONG FILLED WITH GRAVEL.
 CB0823'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED BOOK ET 1967.
 CB0823'
 CB0823'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMPED TO A
 CB0823'COPPER COATED STEEL ROD TO A DEPTH OF 10 FEET, CENTERED IN
 CB0823'A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CB0823'GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED
 CB0823'BOOK ET 1967 NO. 1.
 CB0823'
 CB0823'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CRIMPED TO A
 CB0823'COPPER COATED STEEL ROD DRIVEN TO REFUSAL (8 FEET), CENTERED
 CB0823'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED
 CB0823'WITH GRAVEL.  THE STATION IS SET FLUSH WITH GROUND AND STAMPED
 CB0823'BOOK ET 1967 NO. 2.
 CB0823'
 CB0823'THE DISTANCE BETWEEN REFERENCE MARKS IS 94.77 FEET (28.885 METERS).
 CB0823'
 CB0823'STATION ROWENA 1935, 2.3 MILES NORTHWEST, IS VISIBLE FROM
 CB0823'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CB0823'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0172 ***********************************************************************
 AJ0172  DESIGNATION -  BOOK AZ MK
 AJ0172  PID         -  AJ0172
 AJ0172  STATE/COUNTY-  TX/JIM WELLS
 AJ0172  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0172
 AJ0172                         *CURRENT SURVEY CONTROL
 AJ0172  ___________________________________________________________________
 AJ0172* NAD 83(1986)-  27 41 12.     (N)    098 10 00.     (W)     SCALED    
 AJ0172* NAVD 88     -        79.855  (meters)     261.99   (feet)  ADJUSTED  
 AJ0172  ___________________________________________________________________
 AJ0172  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AJ0172  DYNAMIC HT  -          79.731 (meters)     261.58  (feet)  COMP
 AJ0172  MODELED GRAV-     979,091.1   (mgal)                       NAVD 88
 AJ0172
 AJ0172  VERT ORDER  -  SECOND    CLASS 0
 AJ0172
 AJ0172.The horizontal coordinates were scaled from a topographic map and have
 AJ0172.an estimated accuracy of +/- 6 seconds.
 AJ0172
 AJ0172.The orthometric height was determined by differential leveling
 AJ0172.and adjusted by the National Geodetic Survey in June 1991..
 AJ0172
 AJ0172.The geoid height was determined by GEOID03.
 AJ0172
 AJ0172.The dynamic height is computed by dividing the NAVD 88
 AJ0172.geopotential number by the normal gravity value computed on the
 AJ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0172.degrees latitude (g = 980.6199 gals.).
 AJ0172
 AJ0172.The modeled gravity was interpolated from observed gravity values.
 AJ0172
 AJ0172;                    North         East    Units  Estimated Accuracy
 AJ0172;SPC TX S     - 5,223,850.      332,880.      MT  (+/- 180 meters Scaled)
 AJ0172
 AJ0172                          SUPERSEDED SURVEY CONTROL
 AJ0172
 AJ0172  NGVD 29 (??/??/92)   79.93   (m)          262.2    (f) COMPUTED    2 0
 AJ0172
 AJ0172.Superseded values are not recommended for survey control.
 AJ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0172.See file dsdata.txt to determine how the superseded data were derived.
 AJ0172
 AJ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR821627(NAD 83)
 AJ0172_MARKER: DZ = AZIMUTH MARK DISK
 AJ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0172_STAMPING: AZI. BOOK 1935
 AJ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0172+STABILITY: SURFACE MOTION
 AJ0172
 AJ0172  HISTORY     - Date     Condition        Report By
 AJ0172  HISTORY     - 1935     MONUMENTED       CGS
 AJ0172  HISTORY     - 1942     GOOD             NGS
 AJ0172
 AJ0172                          STATION DESCRIPTION
 AJ0172
 AJ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0172'8.5 MI NW FROM BEN BOLT.
 AJ0172'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT BEN BOLT--
 AJ0172'PROCEED 3.4 MILES WESTERLY ALONG ROAD TO INTERSECTION OF ROAD LEADING
 AJ0172'NORTH.  THENCE, GO 2.6 MILES NORTH ALONG ROAD TO SHARP CURVE. THENCE,
 AJ0172'GO 2.5 MILES WESTERLY ALONG ROAD TO SITE OF THE AZIMUTH MARK. AZIMUTH
 AJ0172'MARK IS ABOUT 0.4 MILE EAST OF STATION, 24.0 FEET SOUTH OF AND ABOUT
 AJ0172'1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS 48.0 FEET WEST OF
 AJ0172'FENCE CORNER, AND 1.0 FOOT FROM THE FENCE.  THE MONUMENT PROJECTS 0.9
 AJ0172'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0174 ***********************************************************************
 AJ0174  DESIGNATION -  BOOK RM 1
 AJ0174  PID         -  AJ0174
 AJ0174  STATE/COUNTY-  TX/JIM WELLS
 AJ0174  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0174
 AJ0174                         *CURRENT SURVEY CONTROL
 AJ0174  ___________________________________________________________________
 AJ0174* NAD 83(1986)-  27 41 19.     (N)    098 10 34.     (W)     SCALED    
 AJ0174* NAVD 88     -        84.894  (meters)     278.52   (feet)  ADJUSTED  
 AJ0174  ___________________________________________________________________
 AJ0174  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ0174  DYNAMIC HT  -          84.762 (meters)     278.09  (feet)  COMP
 AJ0174  MODELED GRAV-     979,091.0   (mgal)                       NAVD 88
 AJ0174
 AJ0174  VERT ORDER  -  SECOND    CLASS 0
 AJ0174
 AJ0174.The horizontal coordinates were scaled from a topographic map and have
 AJ0174.an estimated accuracy of +/- 6 seconds.
 AJ0174
 AJ0174.The orthometric height was determined by differential leveling
 AJ0174.and adjusted by the National Geodetic Survey in June 1991..
 AJ0174
 AJ0174.The geoid height was determined by GEOID03.
 AJ0174
 AJ0174.The dynamic height is computed by dividing the NAVD 88
 AJ0174.geopotential number by the normal gravity value computed on the
 AJ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0174.degrees latitude (g = 980.6199 gals.).
 AJ0174
 AJ0174.The modeled gravity was interpolated from observed gravity values.
 AJ0174
 AJ0174;                    North         East    Units  Estimated Accuracy
 AJ0174;SPC TX S     - 5,224,060.      331,950.      MT  (+/- 180 meters Scaled)
 AJ0174
 AJ0174                          SUPERSEDED SURVEY CONTROL
 AJ0174
 AJ0174  NGVD 29 (??/??/92)   84.982  (m)          278.81   (f) ADJ UNCH    2 0
 AJ0174
 AJ0174.Superseded values are not recommended for survey control.
 AJ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0174.See file dsdata.txt to determine how the superseded data were derived.
 AJ0174
 AJ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR812629(NAD 83)
 AJ0174_MARKER: DR = REFERENCE MARK DISK
 AJ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0174_STAMPING: BOOK NO. 1 1935
 AJ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0174+STABILITY: SURFACE MOTION
 AJ0174
 AJ0174  HISTORY     - Date     Condition        Report By
 AJ0174  HISTORY     - 1935     MONUMENTED       CGS
 AJ0174  HISTORY     - 1942     GOOD             NGS
 AJ0174
 AJ0174                          STATION DESCRIPTION
 AJ0174
 AJ0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0174'8.9 MI NW FROM BEN BOLT.
 AJ0174'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT BEN BOLT--
 AJ0174'PROCEED 3.4 MILES WESTERLY ALONG ROAD TO INTERSECTION OF ROAD LEADING
 AJ0174'NORTH.  THENCE, GO 2.6 MILES NORTH ALONG ROAD TO SHARP CURVE. THENCE,
 AJ0174'GO 2.9 MILES WESTERLY ALONG ROAD TO THE SITE OF REFERENCE MARK.
 AJ0174'REFERENCE MARK IS ABOUT 0.1 MILE NORTH OF THE ROAD, IN A PASTURE AND
 AJ0174'ABOUT 112.0 FEET SOUTHWEST OF THE STATION.  THE MONUMENT PROJECTS 0.7
 AJ0174'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0175 ***********************************************************************
 AJ0175  DESIGNATION -  BOOK RM 2
 AJ0175  PID         -  AJ0175
 AJ0175  STATE/COUNTY-  TX/JIM WELLS
 AJ0175  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0175
 AJ0175                         *CURRENT SURVEY CONTROL
 AJ0175  ___________________________________________________________________
 AJ0175* NAD 83(1986)-  27 41 19.     (N)    098 10 34.     (W)     SCALED    
 AJ0175* NAVD 88     -        84.882  (meters)     278.48   (feet)  ADJUSTED  
 AJ0175  ___________________________________________________________________
 AJ0175  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ0175  DYNAMIC HT  -          84.750 (meters)     278.05  (feet)  COMP
 AJ0175  MODELED GRAV-     979,091.0   (mgal)                       NAVD 88
 AJ0175
 AJ0175  VERT ORDER  -  SECOND    CLASS 0
 AJ0175
 AJ0175.The horizontal coordinates were scaled from a topographic map and have
 AJ0175.an estimated accuracy of +/- 6 seconds.
 AJ0175
 AJ0175.The orthometric height was determined by differential leveling
 AJ0175.and adjusted by the National Geodetic Survey in June 1991..
 AJ0175
 AJ0175.The geoid height was determined by GEOID03.
 AJ0175
 AJ0175.The dynamic height is computed by dividing the NAVD 88
 AJ0175.geopotential number by the normal gravity value computed on the
 AJ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0175.degrees latitude (g = 980.6199 gals.).
 AJ0175
 AJ0175.The modeled gravity was interpolated from observed gravity values.
 AJ0175
 AJ0175;                    North         East    Units  Estimated Accuracy
 AJ0175;SPC TX S     - 5,224,060.      331,950.      MT  (+/- 180 meters Scaled)
 AJ0175
 AJ0175                          SUPERSEDED SURVEY CONTROL
 AJ0175
 AJ0175  NGVD 29 (??/??/92)   84.970  (m)          278.77   (f) ADJ UNCH    2 0
 AJ0175
 AJ0175.Superseded values are not recommended for survey control.
 AJ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0175.See file dsdata.txt to determine how the superseded data were derived.
 AJ0175
 AJ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR812629(NAD 83)
 AJ0175_MARKER: DR = REFERENCE MARK DISK
 AJ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0175_STAMPING: BOOK NO. 2 1935
 AJ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0175+STABILITY: SURFACE MOTION
 AJ0175
 AJ0175  HISTORY     - Date     Condition        Report By
 AJ0175  HISTORY     - 1935     MONUMENTED       CGS
 AJ0175  HISTORY     - 1942     GOOD             NGS
 AJ0175
 AJ0175                          STATION DESCRIPTION
 AJ0175
 AJ0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0175'8.9 MI NW FROM BEN BOLT.
 AJ0175'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT BEN BOLT--
 AJ0175'PROCEED 3.4 MILES WESTERLY ALONG ROAD TO INTERSECTION OF ROAD LEADING
 AJ0175'NORTH.  THENCE, GO 2.6 MILES NORTH ALONG ROAD TO SHARP CURVE. THENCE,
 AJ0175'GO 2.9 MILES WESTERLY ALONG ROAD TO THE SITE OF THE REFERENCE MARK.
 AJ0175'REFERENCE MARK IS ABOUT 0.1 MILE NORTH OF THE ROAD, IN A PASTURE AND
 AJ0175'ABOUT 123.0 FEET WEST OF THE STATION.  THE MONUMENT PROJECTS 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1017 ***********************************************************************
 GK1017  DESIGNATION -  BOOKER
 GK1017  PID         -  GK1017
 GK1017  STATE/COUNTY-  TX/LIPSCOMB
 GK1017  USGS QUAD   -  BOOKER (1973)
 GK1017
 GK1017                         *CURRENT SURVEY CONTROL
 GK1017  ___________________________________________________________________
 GK1017* NAD 83(1993)-  36 27 45.68890(N)    100 32 00.68363(W)     ADJUSTED  
 GK1017* NAVD 88     -       862.4    (meters)    2829.     (feet)  VERTCON   
 GK1017  ___________________________________________________________________
 GK1017  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 GK1017  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 GK1017
 GK1017  HORZ ORDER  -  FIRST
 GK1017
 GK1017.The horizontal coordinates were established by classical geodetic methods
 GK1017.and adjusted by the National Geodetic Survey in February 1996..
 GK1017
 GK1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1017
 GK1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1017
 GK1017.The geoid height was determined by GEOID03.
 GK1017
 GK1017;                    North         East     Units Scale Factor Converg.
 GK1017;SPC TX N     - 1,273,644.428   286,634.541   MT  1.00007714   +0 33 36.4
 GK1017;SPC TX N     - 4,178,615.09    940,400.16   sFT  1.00007714   +0 33 36.4
 GK1017;SPC OK N     -   165,254.404   372,945.184   MT  0.99995864   -1 29 42.5
 GK1017;SPC OK N     -   542,172.16  1,223,570.99   sFT  0.99995864   -1 29 42.5
 GK1017;UTM  14      - 4,036,362.645   362,594.204   MT  0.99983262   -0 54 41.5
 GK1017
 GK1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1017!SPC TX N     -   0.99986902  x   1.00007714  =   0.99994615
 GK1017!SPC OK N     -   0.99986902  x   0.99995864  =   0.99982766
 GK1017!UTM  14      -   0.99986902  x   0.99983262  =   0.99970166
 GK1017
 GK1017:                Primary Azimuth Mark                     Grid Az
 GK1017:SPC TX N     -  BOOKER RM 1                              070 23 43.5
 GK1017:SPC OK N     -  BOOKER RM 1                              072 27 02.4
 GK1017:UTM  14      -  BOOKER RM 1                              071 52 01.4
 GK1017
 GK1017|---------------------------------------------------------------------|
 GK1017| PID    Reference Object                     Distance      Geod. Az  |
 GK1017|                                                           dddmmss.s |
 GK1017| CK9013 BOOKER RM 1                                        0705719.9 |
 GK1017| GK1012 GAYLORD W B JOHNSON GRAIN ELEV      APPROX. 8.6 KM 1052128.0 |
 GK1017| CK9012 BOOKER AZ MK                                       1632555.7 |
 GK1017| GK1016 BOOKER EQUITY GRAIN ELEVATOR        APPROX. 0.8 KM 1901431.2 |
 GK1017| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX. 1.2 KM 2054318.5 |
 GK1017| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX.25.3 KM 2541117.2 |
 GK1017| GK1032 HUNTOON PERRYTON EQUITY ELEV        APPROX. 8.8 KM 2651626.5 |
 GK1017| CK9015 BOOKER RM 3                          88.971 METERS 28920     |
 GK1017| CK9014 BOOKER RM 2                          69.987 METERS 35437     |
 GK1017|---------------------------------------------------------------------|
 GK1017
 GK1017                          SUPERSEDED SURVEY CONTROL
 GK1017
 GK1017  NAD 83(1993)-  36 27 45.68881(N)    100 32 00.68352(W) AD(       ) 1
 GK1017  NAD 83(1986)-  36 27 45.69519(N)    100 32 00.67274(W) AD(       ) 1
 GK1017  NAD 27      -  36 27 45.58300(N)    100 31 59.14900(W) AD(       ) 1
 GK1017  NGVD 29 (07/19/86)  862.0    (m)         2828.     (f) VERT ANG       
 GK1017
 GK1017.Superseded values are not recommended for survey control.
 GK1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1017.See file dsdata.txt to determine how the superseded data were derived.
 GK1017
 GK1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6259436363(NAD 83)
 GK1017_MARKER: DS = TRIANGULATION STATION DISK
 GK1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1017
 GK1017  HISTORY     - Date     Condition        Report By
 GK1017  HISTORY     - 1931     MONUMENTED       CGS
 GK1017  HISTORY     - 1934     GOOD             CGS
 GK1017  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GK1017  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK1017
 GK1017                          STATION DESCRIPTION
 GK1017
 GK1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK1017'ABOUT 1/2 MILE NORTH OF RAILROAD STATION AT BOOKER, 2-1/2 MILES
 GK1017'SOUTH OF THE TEXAS-OKLAHOMA STATE LINE, ON LAND BELONGING TO
 GK1017'MR. KIMMEL, GROCERYMAN IN BOOKER, 1 FOOT EAST OF A NORTH-AND-SOUTH
 GK1017'FENCE, 77.50 METERS (254.3 FEET) SOUTH OF CENTERLINE OF ROAD,
 GK1017'AND ABOUT 0.15 MILE SOUTHWEST OF ROAD INTERSECTION.  TO REACH
 GK1017'STATION FROM BOOKER GO EAST 0.4 MILE FROM MAIN STREET ALONG ROAD
 GK1017'JUST SOUTH OF RAILROAD TO POINT WHERE ROAD TURNS NORTH ACROSS
 GK1017'TRACKS.  TURN NORTH AND GO 0.5 MILE TO CROSSROADS.  TURN WEST
 GK1017'AND GO 0.1 MILE TO FIRST NORTH-AND-SOUTH FENCE AND STATION AS
 GK1017'DESCRIBED ABOVE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 GK1017'DISK STATION MARKS IN CONCRETE.  REFERENCE
 GK1017'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GK1017'NO. 1 IS NORTH OF ROAD, BY FIRST TELEPHONE POLE EAST OF
 GK1017'CROSSROADS, AND 0.15 MILE (SPEEDOMETER) FROM STATION N 70 DEG 57 MIN
 GK1017'E.  NO. 2 IS ONE FOOT SOUTH OF FENCE,
 GK1017'8.50 METERS (27.9 FEET) SOUTH OF CENTERLINE OF ROAD, 6.35
 GK1017'METERS (20.8 FEET) WEST OF FENCE CORNER, AND 69.99 METERS
 GK1017'(229.6 FEET) FROM STATION.
 GK1017
 GK1017                          STATION RECOVERY (1934)
 GK1017
 GK1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK1017'ABOUT 0.5 MILE NORTH OF THE RAILROAD STATION AT BOOKER, TEXAS,
 GK1017'2.5 MILES SOUTH OF THE TEXAS-OKLAHOMA LINE, ON LAND OWNED BY
 GK1017'MR. KIMMEL, GROCERYMAN IN BOOKER.  STATION IS 1 FOOT EAST OF
 GK1017'NORTH-AND-SOUTH FENCE, 77.50 METERS SOUTH OF THE CENTERLINE
 GK1017'OF ROAD AND ABOUT 0.15 MILE SOUTHWEST OF THE ROAD INTERSECTION.
 GK1017'
 GK1017'STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS SET
 GK1017'IN CONCRETE.
 GK1017'
 GK1017'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, NORTH OF ROAD BY
 GK1017'THE FIRST TELEPHONE POLE EAST OF CROSSROADS.
 GK1017'
 GK1017'REFERENCE MARK NO. 2 IS NORTH OF STATION, 1 FOOT SOUTH OF FENCE,
 GK1017'8.50 METERS SOUTH OF CENTERLINE OF ROAD AND 6.35 METERS WEST
 GK1017'OF FENCE CORNER.
 GK1017'
 GK1017'STATION FOUND AS DESCRIBED.  MARKS IN GOOD CONDITION.  VISITED
 GK1017'BY LIGHTKEEPER, BUT NOT BY OBSERVING PARTY.
 GK1017
 GK1017                          STATION RECOVERY (1952)
 GK1017
 GK1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1017'STATION AND REFERENCE MARK NUMBER 1 FOUND AS DESCRIBED.  STATION
 GK1017'MARK WAS LOWERED 20 INCHES BELOW THE SURFACE ON REQUEST OF
 GK1017'THE OWNER.  REFERENCE MARK NUMBER 2 WAS NOT RECOVERED.  A NEW
 GK1017'MARK WAS SET AND CALLED NUMBER 3.  REFERENCE MARK NUMBER 1 WAS
 GK1017'FOUND TO BE DISTURBED BY THE PLOW AND WAS STRAIGHTENED.  A
 GK1017'COMPLETE DESCRIPTION FOLLOWS.
 GK1017'
 GK1017'STATION IS LOCATED, AIRLINE, ABOUT 0.5 MILE NORTH OF THE
 GK1017'RAILROAD STATION AT BOOKER, 2.5 MILES SOUTH OF THE TEXAS-OKLAHOMA
 GK1017'STATE LINE, AND ON THE LAND NOW BELONGING TO MR. KIMMEL, GROCERY
 GK1017'MAN IN BOOKER.
 GK1017'
 GK1017'STATION MARK, STAMPED BOOKER 1931, IS A STANDARD DISK SET IN
 GK1017'THE TOP OF A 24 INCH SQUARE CONCRETE POST THAT IS 20 INCHES
 GK1017'BELOW THE SURFACE OF THE GROUND.  IT IS 500 FEET WEST OF THE
 GK1017'CENTERLINE OF THE PAVED ROAD, 400 FEET EAST SOUTHEAST OF THE
 GK1017'FARM BUILDINGS, 250 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 GK1017'GRAVELED ROAD, AND IN THE CENTER OF A CULTIVATED FIELD.
 GK1017'
 GK1017'REFERENCE MARK NUMBER 2, STAMPED BOOKER NO 2 1931, IS A STANDARD
 GK1017'DISK SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT
 GK1017'PROJECTS 4 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 GK1017'IT IS 24 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND
 GK1017'18 INCHES NORTH OF A FENCE LINE.
 GK1017'
 GK1017'REFERENCE MARK NUMBER 3, STAMPED, BOOKER NO 3 1931 1952, IS
 GK1017'A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GK1017'POST THAT PROJECTS 3 INCHES AND IS 2-1/2 FEET LOWER IN ELEVATION
 GK1017'THAN THE STATION.
 GK1017'
 GK1017'AZIMUTH MARK, STAMPED BOOKER 1931 1952, IS A STANDARD DISK SET IN
 GK1017'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GK1017'PROJECTING 4 INCHES.  IT IS 42 FEET EAST OF THE CENTERLINE
 GK1017'OF THE PAVED ROAD, 0.05 MILE NORTH OF THE RAILROAD TRACKS AND
 GK1017'4 FEET WEST OF A FENCE LINE.
 GK1017'
 GK1017'THE STATION IS REACHED AS FOLLOWS--FROM THE BOOKER RAILROAD STATION,
 GK1017'GO EAST ON STATE HIGHWAY 117 FOR 0.4 MILE TO A CROSS ROAD.
 GK1017'TURN LEFT, NORTH, CROSS RAILROAD TRACKS, AND GO 0.05 MILE TO
 GK1017'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH AND GO 0.4 MILE
 GK1017'TO A CROSS ROAD.  TURN LEFT, WEST, AND GO 0.1 MILE TO A BLAZED
 GK1017'FENCE POST AND REFERENCE MARK NUMBER 2 ON THE LEFT SIDE OF THE
 GK1017'ROAD.  THE STATION IS 230 FEET SOUTH SOUTHEAST IN THE CENTER
 GK1017'OF THE CULTIVATED FIELD.
 GK1017
 GK1017                          STATION RECOVERY (1973)
 GK1017
 GK1017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SJS)
 GK1017'STATION NOT SEARCHED FOR AS IT IS BURIED IN A WHEAT FIELD.
 GK1017'IT IS ASSUMED OKAY.
 GK1017'
 GK1017'R.M. 2 SEARCHED FOR NOT FOUND.  IT LIES ALONG A PLOWED FIELD AND
 GK1017'IS ASSUMED DESTROYED.
 GK1017'
 GK1017'R.M. 3 OKAY.
 GK1017'
 GK1017'AZIMUTH MARK OKAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1016 ***********************************************************************
 GK1016  DESIGNATION -  BOOKER EQUITY GRAIN ELEVATOR
 GK1016  PID         -  GK1016
 GK1016  STATE/COUNTY-  TX/LIPSCOMB
 GK1016  USGS QUAD   -  BOOKER (1973)
 GK1016
 GK1016                         *CURRENT SURVEY CONTROL
 GK1016  ___________________________________________________________________
 GK1016* NAD 83(1993)-  36 27 20.94935(N)    100 32 06.21711(W)     ADJUSTED  
 GK1016* NAVD 88     -                                                        
 GK1016  ___________________________________________________________________
 GK1016  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 GK1016  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 GK1016
 GK1016  HORZ ORDER  -  THIRD
 GK1016
 GK1016.The horizontal coordinates were established by classical geodetic methods
 GK1016.and adjusted by the National Geodetic Survey in February 1996..
 GK1016
 GK1016
 GK1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1016
 GK1016.The geoid height was determined by GEOID03.
 GK1016
 GK1016;                    North         East     Units Scale Factor Converg.
 GK1016;SPC TX N     - 1,272,880.481   286,504.206   MT  1.00007495   +0 33 33.2
 GK1016;SPC TX N     - 4,176,108.71    939,972.55   sFT  1.00007495   +0 33 33.2
 GK1016;SPC OK N     -   164,495.712   372,787.554   MT  0.99995803   -1 29 45.8
 GK1016;SPC OK N     -   539,683.02  1,223,053.83   sFT  0.99995803   -1 29 45.8
 GK1016;UTM  14      - 4,035,602.481   362,444.329   MT  0.99983313   -0 54 44.2
 GK1016
 GK1016                          SUPERSEDED SURVEY CONTROL
 GK1016
 GK1016  NAD 83(1993)-  36 27 20.94929(N)    100 32 06.21699(W) AD(       ) 4
 GK1016  NAD 83(1986)-  36 27 20.95540(N)    100 32 06.20587(W) AD(       ) 4
 GK1016  NAD 27      -  36 27 20.84300(N)    100 32 04.68200(W) AD(       ) 3
 GK1016
 GK1016.Superseded values are not recommended for survey control.
 GK1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1016.See file dsdata.txt to determine how the superseded data were derived.
 GK1016
 GK1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6244435602(NAD 83)
 GK1016_MARKER: 65 = GRAIN ELEVATOR
 GK1016
 GK1016  HISTORY     - Date     Condition        Report By
 GK1016  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK1016
 GK1016                          STATION DESCRIPTION
 GK1016
 GK1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1016'THE BOOKER EQUITY GRAIN ELEVATOR IS A LARGE, WHITE, CONCRETE
 GK1016'STRUCTURE CONSISTING OF CYLINDRICAL SHAPED TANKS THAT ARE
 GK1016'ABOUT 130 FEET IN HEIGHT.  A HEAD HOUSE, 43 FEET IN HEIGHT,
 GK1016'IS MOUNTED ON TOP OF THE TANKS.  THE CENTER OF THE HEAD
 GK1016'HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1015 ***********************************************************************
 GK1015  DESIGNATION -  BOOKER MUNICIPAL WATER TANK
 GK1015  PID         -  GK1015
 GK1015  STATE/COUNTY-  TX/LIPSCOMB
 GK1015  USGS QUAD   -  BOOKER (1973)
 GK1015
 GK1015                         *CURRENT SURVEY CONTROL
 GK1015  ___________________________________________________________________
 GK1015* NAD 83(1993)-  36 27 09.21317(N)    100 32 22.43432(W)     ADJUSTED  
 GK1015* NAVD 88     -                                                        
 GK1015  ___________________________________________________________________
 GK1015  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 GK1015  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 GK1015
 GK1015  HORZ ORDER  -  THIRD
 GK1015
 GK1015.The horizontal coordinates were established by classical geodetic methods
 GK1015.and adjusted by the National Geodetic Survey in February 1996..
 GK1015
 GK1015
 GK1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1015
 GK1015.The geoid height was determined by GEOID03.
 GK1015
 GK1015;                    North         East     Units Scale Factor Converg.
 GK1015;SPC TX N     - 1,272,514.779   286,103.892   MT  1.00007392   +0 33 23.8
 GK1015;SPC TX N     - 4,174,908.90    938,659.19   sFT  1.00007392   +0 33 23.8
 GK1015;SPC OK N     -   164,144.643   372,374.430   MT  0.99995775   -1 29 55.4
 GK1015;SPC OK N     -   538,531.22  1,221,698.44   sFT  0.99995775   -1 29 55.4
 GK1015;UTM  14      - 4,035,247.266   362,034.855   MT  0.99983452   -0 54 53.6
 GK1015
 GK1015                          SUPERSEDED SURVEY CONTROL
 GK1015
 GK1015  NAD 83(1993)-  36 27 09.21312(N)    100 32 22.43420(W) AD(       ) 4
 GK1015  NAD 83(1986)-  36 27 09.21919(N)    100 32 22.42310(W) AD(       ) 4
 GK1015  NAD 27      -  36 27 09.10456(N)    100 32 20.89956(W) AD(       ) 3
 GK1015
 GK1015.Superseded values are not recommended for survey control.
 GK1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1015.See file dsdata.txt to determine how the superseded data were derived.
 GK1015
 GK1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6203535247(NAD 83)
 GK1015_MARKER: 53 = ELEVATED TANK
 GK1015
 GK1015  HISTORY     - Date     Condition        Report By
 GK1015  HISTORY     - 1931     FIRST OBSERVED   CGS
 GK1015  HISTORY     - 1952     GOOD             CGS
 GK1015
 GK1015                          STATION DESCRIPTION
 GK1015
 GK1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1015'BOOKER MUNICIPAL WATER TANK IS SILVER COLORED TANK THAT IS
 GK1015'120 FEET IN HEIGHT.  IT IS MOUNTED ON A FOUR LEGGED STEEL
 GK1015'STRUCTURE.  THE BALL ON TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0818 ***********************************************************************
 CB0818  DESIGNATION -  BOOM
 CB0818  PID         -  CB0818
 CB0818  STATE/COUNTY-  TX/RUNNELS
 CB0818  USGS QUAD   -  ROWENA (1984)
 CB0818
 CB0818                         *CURRENT SURVEY CONTROL
 CB0818  ___________________________________________________________________
 CB0818* NAD 83(1993)-  31 41 05.85855(N)    100 00 21.40210(W)     ADJUSTED  
 CB0818* NAVD 88     -       520.4    (meters)    1707.     (feet)  VERTCON   
 CB0818  ___________________________________________________________________
 CB0818  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 CB0818  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 CB0818
 CB0818  HORZ ORDER  -  SECOND
 CB0818
 CB0818.The horizontal coordinates were established by classical geodetic methods
 CB0818.and adjusted by the National Geodetic Survey in February 1996..
 CB0818
 CB0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0818
 CB0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0818
 CB0818.The geoid height was determined by GEOID03.
 CB0818
 CB0818;                    North         East     Units Scale Factor Converg.
 CB0818;SPC TX C     - 3,223,790.358   731,039.747   MT  0.99995273   +0 10 07.0
 CB0818;SPC TX C     -10,576,718.87  2,398,419.57   sFT  0.99995273   +0 10 07.0
 CB0818;UTM  14      - 3,505,956.475   404,657.455   MT  0.99971211   -0 31 42.3
 CB0818
 CB0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0818!SPC TX C     -   0.99992222  x   0.99995273  =   0.99987495
 CB0818!UTM  14      -   0.99992222  x   0.99971211  =   0.99963435
 CB0818
 CB0818:                Primary Azimuth Mark                     Grid Az
 CB0818:SPC TX C     -  CALICHE                                  208 23 50.4
 CB0818:UTM  14      -  CALICHE                                  209 05 39.7
 CB0818
 CB0818|---------------------------------------------------------------------|
 CB0818| PID    Reference Object                     Distance      Geod. Az  |
 CB0818|                                                           dddmmss.s |
 CB0818| CB0820 CALICHE                             APPROX. 4.9 KM 2083357.4 |
 CB0818| CB0051 D 212                                26.124 METERS 22138     |
 CB0818| CV4314 BOOM RM 1                            26.230 METERS 31220     |
 CB0818|---------------------------------------------------------------------|
 CB0818
 CB0818                          SUPERSEDED SURVEY CONTROL
 CB0818
 CB0818  NAD 83(1986)-  31 41 05.86545(N)    100 00 21.38791(W) AD(       ) 2
 CB0818  NAD 27      -  31 41 05.31441(N)    100 00 20.07867(W) AD(       ) 2
 CB0818  NGVD 29 (07/19/86)  520.3    (m)         1707.     (f) VERT ANG       
 CB0818
 CB0818.Superseded values are not recommended for survey control.
 CB0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0818.See file dsdata.txt to determine how the superseded data were derived.
 CB0818
 CB0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0465705956(NAD 83)
 CB0818_MARKER: DS = TRIANGULATION STATION DISK
 CB0818_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0818+WITH SETTING: INFORMATION.
 CB0818_SP_SET: PREFABRICATED CONCRETE POST
 CB0818
 CB0818  HISTORY     - Date     Condition        Report By
 CB0818  HISTORY     - 1967     MONUMENTED       USGS
 CB0818
 CB0818                          STATION DESCRIPTION
 CB0818
 CB0818'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EEM)
 CB0818'THE STATION IS LOCATED ABOUT 3.7 MILES SOUTH AND 3.4 MILES
 CB0818'WEST OF BALLINGER, ABOUT 2.6 MILES NORTH AND 2.6 MILES EAST
 CB0818'OF ROWENA, IN THE NORTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 67,
 CB0818'IN LINE WITH THE TELEPHONE POLE ALIGNMENT, 38 FEET SOUTHEAST
 CB0818'OF THE RAILROAD TRACKS AND 3 FEET SOUTHEAST OF A WITNESS
 CB0818'POST.
 CB0818'
 CB0818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 CB0818'FARM ROAD 158 IN BALLINGER, PROCEED SOUTHWEST ALONG U.S.
 CB0818'HIGHWAY 67 FOR 4.7 MILES TO THE STATION ON THE RIGHT, IN THE
 CB0818'HIGHWAY RIGHT-OF-WAY.
 CB0818'
 CB0818'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CB0818'STEEL ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A 6
 CB0818'INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CB0818'GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED
 CB0818'BOOM ET 1967.
 CB0818'
 CB0818'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CB0818'CRIMPED TO A COPPER COATED STEEL ROAD DRIVEN TO A DEPTH OF
 CB0818'10 FEET, CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CB0818'LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND
 CB0818'AND STAMPED BOOM ET 1967 NO. 1.
 CB0818'
 CB0818'BM D-212--A USC AND GS BRONZE DISK SET IN TOP OF A CONCRETE
 CB0818'POST.  THE TABLET PROJECTS ABOUT 0.4 FEET AND IS STAMPED
 CB0818'D-212 1934 1707.542.
 CB0818'
 CB0818'DISTANCE BETWEEN REFERENCE MARKS IS 122.08 FEET (37.210 METERS).
 CB0818'
 CB0818'STATION CALICHE ET, 3.0 MILES SOUTH-SOUTHWEST, IS VISIBLE
 CB0818'FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CB0818'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6889 ***********************************************************************
 AW6889  DESIGNATION -  BOONE
 AW6889  PID         -  AW6889
 AW6889  STATE/COUNTY-  TX/FORT BEND
 AW6889  USGS QUAD   -  KENDLETON (1981)
 AW6889
 AW6889                         *CURRENT SURVEY CONTROL
 AW6889  ___________________________________________________________________
 AW6889* NAD 83(1993)-  29 24 58.18955(N)    095 53 16.65238(W)     ADJUSTED  
 AW6889* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 AW6889  ___________________________________________________________________
 AW6889  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6889  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW6889
 AW6889  HORZ ORDER  -  FIRST
 AW6889
 AW6889.The horizontal coordinates were established by classical geodetic methods
 AW6889.and adjusted by the National Geodetic Survey in February 1996..
 AW6889
 AW6889.The orthometric height was scaled from a topographic map.
 AW6889
 AW6889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6889
 AW6889.The geoid height was determined by GEOID03.
 AW6889
 AW6889;                    North         East     Units Scale Factor Converg.
 AW6889;SPC TXSC     - 4,179,436.860   901,934.645   MT  0.99986425   +1 31 28.7
 AW6889;SPC TXSC     -13,712,035.76  2,959,097.25   sFT  0.99986425   +1 31 28.7
 AW6889;UTM  15      - 3,257,564.808   219,785.251   MT  1.00056899   -1 25 09.6
 AW6889
 AW6889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6889!SPC TXSC     -   0.99999972  x   0.99986425  =   0.99986397
 AW6889!UTM  15      -   0.99999972  x   1.00056899  =   1.00056871
 AW6889
 AW6889|---------------------------------------------------------------------|
 AW6889| PID    Reference Object                     Distance      Geod. Az  |
 AW6889|                                                           dddmmss.s |
 AW6889| CV6932 BOONE RM 1                           42.612 METERS 03143     |
 AW6889| CV6931 BOONE AZ MK                                        0404625.8 |
 AW6889| AW6855 LONG PT JEFF LAKE SULPHUR TANK      APPROX.16.1 KM 0974111.4 |
 AW6889| AW6879 NEEDVILLE MUNICIPAL TANK            APPROX. 5.2 KM 1095716.3 |
 AW6889| AW6882 NEEDVILLE HOUSTON GAS CO MAST       APPROX. 8.4 KM 1270938.9 |
 AW6889| CV6933 BOONE RM 2                           32.393 METERS 12939     |
 AW6889| AW6852 DAMON WEST MUNICIPAL TANK           APPROX.20.1 KM 1341355.5 |
 AW6889| AW6884 NEW GULF TEX SULPHUR CO N STK       APPROX.16.9 KM 1834044.7 |
 AW6889| AW6883 NEW GULF MUNICIPAL TANK             APPROX.17.8 KM 1841537.2 |
 AW6889| AX2673 WHARTON MUNICIPAL TANK              APPROX.23.9 KM 2414043.2 |
 AW6889| AX2652 EAST BERNARD HOLY CROSS CH          APPROX.21.6 KM 3052409.9 |
 AW6889| AW6887 BEASLEY EVAN CHURCH CROSS           APPROX. 9.2 KM 3415346.8 |
 AW6889| AW6888 BEASLEY LUTH CHURCH CROSS           APPROX. 9.8 KM 3415951.4 |
 AW6889|---------------------------------------------------------------------|
 AW6889
 AW6889                          SUPERSEDED SURVEY CONTROL
 AW6889
 AW6889  NAD 83(1986)-  29 24 58.20272(N)    095 53 16.63586(W) AD(       ) 1
 AW6889  NAD 27      -  29 24 57.32300(N)    095 53 15.80600(W) AD(       ) 1
 AW6889
 AW6889.Superseded values are not recommended for survey control.
 AW6889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6889.See file dsdata.txt to determine how the superseded data were derived.
 AW6889
 AW6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1978557565(NAD 83)
 AW6889_MARKER: DS = TRIANGULATION STATION DISK
 AW6889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6889+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 AW6889
 AW6889  HISTORY     - Date     Condition        Report By
 AW6889  HISTORY     - 1935     MONUMENTED       CGS
 AW6889  HISTORY     - 1937     GOOD             TXHD
 AW6889  HISTORY     - 1952     GOOD             CGS
 AW6889  HISTORY     - 1958     GOOD             HLPCO
 AW6889  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW6889  HISTORY     - 19951210 GOOD             USPSQD
 AW6889  HISTORY     - 19980207 GOOD             USPSQD
 AW6889  HISTORY     - 20030521 GOOD             INDIV
 AW6889
 AW6889                          STATION DESCRIPTION
 AW6889
 AW6889'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW6889'THIS STATION IS ABOUT 3 MILES NW OF NEEDVILLE, ABOUT 11
 AW6889'MILES SW OF ROSENBURG, ON LAND OWNED BY C.W. BOONE.  THE
 AW6889'MARK IS SET IN BARNYARD, 16 FEET SW OF FENCE LINE, 26 FEET
 AW6889'SE OF FENCE LINE, 62 FEET SE OF THE CENTER LINE OF ROAD,
 AW6889'195 FEET NNE OF THE NW CORNER OF HOUSE, 24 FEET NW OF THE
 AW6889'NW CORNER OF CARRIAGE HOUSE.  MARK PROJECTS 8 INCHES.
 AW6889'
 AW6889'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW6889'BRONZE DISKS SET IN CONCRETE.
 AW6889'
 AW6889'REFERENCE MARK NO. 1 IS NNE OF THE STATION ON THE NW EDGE
 AW6889'OF PASTURE, 33 FEET SE OF THE CENTER LINE OF THE ROAD, 1 FOOT
 AW6889'SE OF FENCE LINE AND PROJECTS 6 INCHES.  REFERENCE MARK
 AW6889'NO. 2 IS SE OF THE STATION NEAR THE SW EDGE OF THE PASTURE
 AW6889'AND PROJECTS 5 INCHES.
 AW6889'
 AW6889'AZIMUTH MARK IS NE OF THE STATION AT THE CENTER OF THE CONTINUATION
 AW6889'OF T-ROAD, 131 FEET NNE OF THE CENTER LINE OF ROAD LEADING
 AW6889'NW, 2 FEET SW OF FENCE LINE AND PROJECTS 8 INCHES.
 AW6889'
 AW6889'REACHED FROM NEEDVILLE, GO NW ON THE MAIN STREET AND THEN
 AW6889'FOLLOW MAIN-TRAVELED ROAD FOR 2 MILES TO CROSSROADS.  HERE
 AW6889'TURN LEFT AND GO 1.0 MILE TO T-ROAD.  GO RIGHT 1.0 MILE TO T.
 AW6889'HERE TURN LEFT AND GO 0.2 MILE TO THE STATION.
 AW6889'
 AW6889'A 90-FOOT TOWER WAS USED.
 AW6889'
 AW6889'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 AW6889
 AW6889                          STATION RECOVERY (1937)
 AW6889
 AW6889'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW6889'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 AW6889
 AW6889                          STATION RECOVERY (1952)
 AW6889
 AW6889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6889'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 AW6889'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 AW6889'DISCREPANCY WAS FOUND IN THE DISTANCE OF REFERENCE MARK 1 AND
 AW6889'REFERENCE MARK 2.  A DISCREPANCY WAS FOUND IN THE DIRECTION OF ALL
 AW6889'MARKS.
 AW6889'
 AW6889'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AW6889'
 AW6889'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF ROSENBERG,
 AW6889'3 MILES NORTHWEST OF NEEDVILLE AND IN THE NORTHEAST CORNER
 AW6889'OF A FARM YARD.  IT IS 62 FEET SOUTH OF THE CENTER OF A
 AW6889'GRAVELED ROAD, 56 FEET EAST OF THE EAST EDGE OF A METAL
 AW6889'GARAGE BUILDING, 35 FEET SOUTH-SOUTHWEST OF A T FENCE CORNER AND
 AW6889'11.5 FEET WEST OF A FENCE LINE.  IT IS STAMPED BOONE 1935
 AW6889'AND PROJECTS 5 INCHES.
 AW6889'
 AW6889'REFERENCE MARK 1 IS 33 FEET SOUTH OF THE CENTER OF A GRAVELED
 AW6889'ROAD AND 3 FEET SOUTH OF A FENCE LINE.  IT IS STAMPED BOONE
 AW6889'NO 1 1935 AND PROJECTS 10 INCHES.
 AW6889'
 AW6889'REFERENCE MARK 2 IS 48 FEET NORTHEAST OF THE NORTHEAST CORNER
 AW6889'OF A BARN, 19 FEET WEST-SOUTHWEST OF A FENCE CORNER AND 5
 AW6889'FEET SOUTH OF A FENCE LINE.  IT IS STAMPED BOONE NO 2 1952
 AW6889'AND PROJECTS 7 INCHES.
 AW6889'
 AW6889'THE AZIMUTH MARK IS 38 FEET EAST OF THE CENTER OF A T ROAD
 AW6889'INTERSECTION, 12 FEET NORTH OF THE CENTER OF A FARM LANE
 AW6889'AND A GATE, 4 FEET SOUTHWEST OF A T FENCE CORNER AND 2 FEET
 AW6889'SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD REFERENCE
 AW6889'MARK DISK STAMPED BOONE 1935 AZIMUTH AND PROJECTS 6 INCHES.
 AW6889'
 AW6889'TO REACH THE STATION FROM THE POST OFFICE IN NEEDVILLE, GO
 AW6889'NORTH ON FARM ROAD 360 FOR 2.1 MILES TO A CROSSROAD.  TURN
 AW6889'LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A T ROAD,
 AW6889'TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A T ROAD LEFT AND
 AW6889'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN LEFT AND
 AW6889'GO WEST FOR 0.2 MILE TO A FARM YARD AND THE STATION ON THE
 AW6889'LEFT AS DESCRIBED.
 AW6889
 AW6889                          STATION RECOVERY (1958)
 AW6889
 AW6889'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1958 (KGG)
 AW6889'ORIGINAL DESCRIPTION GOOD
 AW6889'
 AW6889'TRIANGULATION STATION APPEARS TO BE IN GOOD CONDITION (STATION
 AW6889'BOONE 1935) STAMPED ON DISC REF MKR 1 APPEARS TO HAVE SETTLED
 AW6889'IN A NW DIRECTION, IS 139.92 FT. FROM TRIANGULATION STATION.
 AW6889'REF MKR 2 IN GOOD
 AW6889'CONDITION, 106.28 FT. FROM TRIANGULATION STATION.
 AW6889'(ORIG. STAMPING CLEAR) AZIMUTH MKR IN
 AW6889'GOOD CONDITION, IS 1242.81 FROM STA BOONE (ORIG STAMPING
 AW6889'CLEAR)
 AW6889
 AW6889                          STATION RECOVERY (1970)
 AW6889
 AW6889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JRM)
 AW6889'SURFACE MARK SEARCHED FOR BUT NOT FOUND.  THERE APPEARED
 AW6889'TO BE A HOLE WHERE THE POST WAS.  REFERENCE MK 1 WAS SEARCHED
 AW6889'FOR BUT NOT FOUND.  RM 2 AND AZ MK WERE FOUND AS DESCRIBED.
 AW6889
 AW6889                          STATION RECOVERY (1995)
 AW6889
 AW6889'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6889'RECOVERED IN GOOD CONDITION.
 AW6889
 AW6889                          STATION RECOVERY (1998)
 AW6889
 AW6889'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6889'RECOVERED IN GOOD CONDITION.
 AW6889
 AW6889                          STATION RECOVERY (2003)
 AW6889
 AW6889'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLF)
 AW6889'NO REFERENCE MARKS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6936 ***********************************************************************
 AW6936  DESIGNATION -  BOONE
 AW6936  PID         -  AW6936
 AW6936  STATE/COUNTY-  TX/HARRIS
 AW6936  USGS QUAD   -  ALIEF (1995)
 AW6936
 AW6936                         *CURRENT SURVEY CONTROL
 AW6936  ___________________________________________________________________
 AW6936* NAD 83(1993)-  29 41 07.44705(N)    095 34 29.07548(W)     ADJUSTED  
 AW6936* NAVD 88     -        23.3    (meters)      76.     (feet)  VERTCON   
 AW6936  ___________________________________________________________________
 AW6936  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AW6936  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW6936
 AW6936  HORZ ORDER  -  FIRST
 AW6936
 AW6936.The horizontal coordinates were established by classical geodetic methods
 AW6936.and adjusted by the National Geodetic Survey in February 1996..
 AW6936
 AW6936.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6936
 AW6936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6936
 AW6936.The geoid height was determined by GEOID03.
 AW6936
 AW6936;                    North         East     Units Scale Factor Converg.
 AW6936;SPC TXSC     - 4,210,113.220   931,441.172   MT  0.99988189   +1 40 41.1
 AW6936;SPC TXSC     -13,812,679.79  3,055,903.25   sFT  0.99988189   +1 40 41.1
 AW6936;UTM  15      - 3,286,699.761   250,849.426   MT  1.00036599   -1 16 32.8
 AW6936
 AW6936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6936!SPC TXSC     -   1.00000065  x   0.99988189  =   0.99988254
 AW6936!UTM  15      -   1.00000065  x   1.00036599  =   1.00036664
 AW6936
 AW6936:                Primary Azimuth Mark                     Grid Az
 AW6936:SPC TXSC     -  BOONE AZ MK                              358 46 45.3
 AW6936:UTM  15      -  BOONE AZ MK                              001 43 59.2
 AW6936
 AW6936|---------------------------------------------------------------------|
 AW6936| PID    Reference Object                     Distance      Geod. Az  |
 AW6936|                                                           dddmmss.s |
 AW6936| CV6934 BOONE AZ MK                                        0002726.4 |
 AW6936| CV6935 BOONE RM 1                           14.902 METERS 00709     |
 AW6936| CV6936 BOONE RM 2                           10.750 METERS 26026     |
 AW6936|---------------------------------------------------------------------|
 AW6936
 AW6936                          SUPERSEDED SURVEY CONTROL
 AW6936
 AW6936  NAD 83(1986)-  29 41 07.46126(N)    095 34 29.05732(W) AD(       ) 1
 AW6936  NAD 27      -  29 41 06.62764(N)    095 34 28.25793(W) AD(       ) 1
 AW6936  NGVD 29 (07/19/86)   23.3    (m)           76.     (f) VERT ANG       
 AW6936
 AW6936.Superseded values are not recommended for survey control.
 AW6936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6936.See file dsdata.txt to determine how the superseded data were derived.
 AW6936
 AW6936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5084986700(NAD 83)
 AW6936_MARKER: DS = TRIANGULATION STATION DISK
 AW6936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6936_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6936
 AW6936  HISTORY     - Date     Condition        Report By
 AW6936  HISTORY     - 1968     MONUMENTED       CGS
 AW6936  HISTORY     - 19930108 MARK NOT FOUND   USPSQD
 AW6936  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW6936
 AW6936                          STATION DESCRIPTION
 AW6936
 AW6936'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6936'THE STATION IS LOCATED ABOUT 6-1/2 MILES WEST-SOUTHWEST OF
 AW6936'BELLAIRE, 6-1/2 MILES EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 AW6936'HARLEM STATE PRISON FARM, 2-1/2 MILES SOUTH-SOUTHEAST OF ANDRAU
 AW6936'AIRFIELD AND 33 FEET NORTH OF THE EAST END OF A LARGE SIGN LOCATED
 AW6936'IN THE MEDIAN OF NEWBROOK DRIVE.  (THE SIGN HAS THE LETTERING
 AW6936'LEAWOOD AND DESIGNATES THE LEAWOOD HOUSING DEVELOPMENT).
 AW6936'
 AW6936'TO REACH THE STATION FROM A POINT WHERE BISSONNET ROAD PASSES
 AW6936'UNDER U.S. HIGHWAY 59, IN SOUTHWEST HOUSTON, GO WEST ON BISSONNET
 AW6936'ROAD FOR 1.95 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 AW6936'BOONE ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT (NEWBROOK DRIVE)
 AW6936'AND THE STATION IN THE NORTHWEST ANGLE OF THE T-INTERSECTION.
 AW6936'
 AW6936'THE STATION MARK IS A STANDARD DISK STAMPED BOONE 1968, SET IN
 AW6936'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 6 INCHES
 AW6936'BELOW THE GROUND SURFACE.  IT IS 38 FEET WEST OF THE CENTER OF
 AW6936'BOONE ROAD, 33.1 FEET NORTH OF THE CENTER OF THE MEDIAN OF
 AW6936'NEWBROOK DRIVE, 22 FEET SOUTHWEST OF A POWER LINE POLE WITH A
 AW6936'TRANSFORMER ATTACHED NEAR THE TOP AND 2.7 FEET NORTH OF THE
 AW6936'NORTH CURB OF NEWBROOK DRIVE.
 AW6936'
 AW6936'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOONE NO 1 1968,
 AW6936'SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW6936'IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET WEST OF THE
 AW6936'CENTER OF BOONE ROAD, 82 FEET NORTH OF THE CENTER OF THE MEDIAN
 AW6936'OF NEWBROOK DRIVE AND 30.6 FEET NORTH-NORTHWEST OF THE POWER LINE
 AW6936'POLE WITH THE TRANSFORMER ATTACHED.
 AW6936'
 AW6936'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOONE NO 2 1968,
 AW6936'SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW6936'FLUSH WITH GROUND SURFACE.  IT IS 73 FEET WEST OF THE CENTER OF
 AW6936'BOONE ROAD, 31.4 FEET NORTH-NORTHWEST OF THE WEST BRICK SUPPORT
 AW6936'POST FOR THE LEAWOOD SIGN AND 0.8 FOOT NORTH OF THE NORTH CURB
 AW6936'OF NEWBROOK DRIVE.
 AW6936'
 AW6936'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON BOONE ROAD
 AW6936'FOR 0.5 MILE TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK IN THE
 AW6936'NORTHEAST ANGLE OF THE T-INTERSECTION.
 AW6936'
 AW6936'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOONE 1968, SET IN THE
 AW6936'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 5 INCHES.
 AW6936'
 AW6936'THE AZIMUTH MARK IS LOCATED 43.4 FEET SOUTHWEST OF THE SOUTHWEST
 AW6936'CORNER OF THE HOUSE AT 11118 HAZEN STREET, 35 FEET EAST OF THE
 AW6936'CENTER OF BOONE ROAD, 24 FEET NORTH OF THE CENTER OF HAZEN STREET,
 AW6936'3 FEET SOUTH OF A POWER LINE POLE AND 1.7 FEET EAST OF A METAL
 AW6936'WITNESS POST.
 AW6936'
 AW6936'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 AW6936
 AW6936                          STATION RECOVERY (1993)
 AW6936
 AW6936'RECOVERY NOTE BY US POWER SQUADRON 1993 (LT)
 AW6936'MARK NOT FOUND.
 AW6936
 AW6936                          STATION RECOVERY (1995)
 AW6936
 AW6936'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0987 ***********************************************************************
 DO0987  DESIGNATION -  BOONE
 DO0987  PID         -  DO0987
 DO0987  STATE/COUNTY-  TX/ARCHER
 DO0987  USGS QUAD   -  DUNDEE SW (1963)
 DO0987
 DO0987                         *CURRENT SURVEY CONTROL
 DO0987  ___________________________________________________________________
 DO0987* NAD 83(1993)-  33 34 22.74327(N)    098 56 42.26176(W)     ADJUSTED  
 DO0987* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 DO0987  ___________________________________________________________________
 DO0987  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DO0987  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DO0987
 DO0987  HORZ ORDER  -  THIRD
 DO0987
 DO0987.The horizontal coordinates were established by classical geodetic methods
 DO0987.and adjusted by the National Geodetic Survey in February 1996..
 DO0987
 DO0987.The orthometric height was scaled from a topographic map.
 DO0987
 DO0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0987
 DO0987.The geoid height was determined by GEOID03.
 DO0987
 DO0987;                    North         East     Units Scale Factor Converg.
 DO0987;SPC TXNC     - 2,211,482.563   558,681.133   MT  0.99991391   -0 14 33.9
 DO0987;SPC TXNC     - 7,255,505.71  1,832,939.68   sFT  0.99991391   -0 14 33.9
 DO0987;UTM  14      - 3,714,812.311   505,097.656   MT  0.99960032   +0 01 49.3
 DO0987
 DO0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0987!SPC TXNC     -   0.99994604  x   0.99991391  =   0.99985995
 DO0987!UTM  14      -   0.99994604  x   0.99960032  =   0.99954638
 DO0987
 DO0987                          SUPERSEDED SURVEY CONTROL
 DO0987
 DO0987  NAD 83(1993)-  33 34 22.74367(N)    098 56 42.26173(W) AD(       ) 3
 DO0987  NAD 83(1986)-  33 34 22.74997(N)    098 56 42.25064(W) AD(       ) 3
 DO0987
 DO0987.Superseded values are not recommended for survey control.
 DO0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0987.See file dsdata.txt to determine how the superseded data were derived.
 DO0987
 DO0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0509814812(NAD 83)
 DO0987_MARKER: DD = SURVEY DISK
 DO0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0987+STABILITY: SURFACE MOTION
 DO0987
 DO0987  HISTORY     - Date     Condition        Report By
 DO0987  HISTORY     - 1963     MONUMENTED       USGS
 DO0987
 DO0987                          STATION DESCRIPTION
 DO0987
 DO0987'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO0987'LOCATED ABOUT 18.5 MI. E. OF SEYMOUR AND 17.5 MI. NW. OF OLNEY ON
 DO0987'A SMALL TOP 0.2 MI. NW. OF FARM HOUSE.  STATION IS 360 FT. N. OF A
 DO0987'GATE, 20 FT. E. OF A LONE BUSH, AND 45 FT. NW. OF THE EASTERNMOST
 DO0987'OF TWO TREES.
 DO0987'
 DO0987'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 199 AND FARM TO
 DO0987'MARKET ROAD 210 IN MEGARGEL, GO NE. ON FARM ROAD 210 10.6 MI. TO
 DO0987'JUNCTION, TAKE FARM ROAD 422 W. FOR 7.1 MI. TO FARM HOUSE ON RIGHT,
 DO0987'TURN N. THROUGH CATTLEGUARD AND PAST HOUSE 0.1 MI. TO GATE, GO
 DO0987'THROUGH GATE 0.1 MI. TO TOP AND STATION.
 DO0987'
 DO0987'STATION MARK--STANDARD TABLET STAMPED---BOONE-ET 1963---, IN
 DO0987'CONCRETE POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0721 ***********************************************************************
 AO0721  DESIGNATION -  BOQUE RM 2
 AO0721  PID         -  AO0721
 AO0721  STATE/COUNTY-  TX/DIMMIT
 AO0721  USGS QUAD   -  CATARINA (1982)
 AO0721
 AO0721                         *CURRENT SURVEY CONTROL
 AO0721  ___________________________________________________________________
 AO0721* NAD 83(1993)-  28 15 33.80740(N)    099 36 52.06315(W)     ADJUSTED  
 AO0721* NAVD 88     -       167.5    (meters)     550.     (feet)  VERTCON   
 AO0721  ___________________________________________________________________
 AO0721  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AO0721  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AO0721
 AO0721  HORZ ORDER  -  SECOND
 AO0721
 AO0721.The horizontal coordinates were established by classical geodetic methods
 AO0721.and adjusted by the National Geodetic Survey in February 1996..
 AO0721
 AO0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0721
 AO0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0721
 AO0721.The geoid height was determined by GEOID03.
 AO0721
 AO0721;                    North         East     Units Scale Factor Converg.
 AO0721;SPC TXSC     - 4,047,379.668   539,703.711   MT  1.00003788   -0 18 03.7
 AO0721;SPC TXSC     -13,278,778.13  1,770,677.93   sFT  1.00003788   -0 18 03.7
 AO0721;UTM  14      - 3,126,089.997   439,729.193   MT  0.99964483   -0 17 27.4
 AO0721
 AO0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0721!SPC TXSC     -   0.99997749  x   1.00003788  =   1.00001537
 AO0721!UTM  14      -   0.99997749  x   0.99964483  =   0.99962232
 AO0721
 AO0721|---------------------------------------------------------------------|
 AO0721| PID    Reference Object                     Distance      Geod. Az  |
 AO0721|                                                           dddmmss.s |
 AO0721| AO0720 ROQUE                                 9.675 METERS 13554     |
 AO0721| AO0722 CATARINA                            APPROX.13.5 KM 3445741.8 |
 AO0721|---------------------------------------------------------------------|
 AO0721
 AO0721                          SUPERSEDED SURVEY CONTROL
 AO0721
 AO0721  NAD 83(1986)-  28 15 33.80486(N)    099 36 52.03976(W) AD(       ) 2
 AO0721  NAD 27      -  28 15 32.82524(N)    099 36 50.88192(W) AD(       ) 2
 AO0721  NGVD 29 (07/19/86)  167.4    (m)          549.     (f) VERT ANG       
 AO0721
 AO0721.Superseded values are not recommended for survey control.
 AO0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0721.See file dsdata.txt to determine how the superseded data were derived.
 AO0721
 AO0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS3972926090(NAD 83)
 AO0721_MARKER: DS = TRIANGULATION STATION DISK
 AO0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0721+STABILITY: SURFACE MOTION
 AO0721
 AO0721  HISTORY     - Date     Condition        Report By
 AO0721  HISTORY     - 1972     MONUMENTED       NGS
 AO0721
 AO0721                          STATION DESCRIPTION
 AO0721
 AO0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0721'THE STATION IS ABOUT 20 MILES WEST AND 1-1/2 MILES SOUTH OF ARTESIA
 AO0721'WELLS, 6 MILES SOUTH OF CATARINA AND ON THE WEST RIGHT-OF-WAY OF
 AO0721'U.S.  HIGHWAY 83.
 AO0721'
 AO0721'TO REACH THE STATION FROM THE POST OFFICE IN CATARINA, GO SOUTH ON
 AO0721'U.S. HIGHWAY 83 FOR 1.0 MILE TO THE JUNCTION WITH FARM ROAD 133.
 AO0721'CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR 3.5 MILES TO A CONCRETE
 AO0721'BRIDGE.  CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR 1.0 MILE TO BENCH MARK
 AO0721'U 1088 ON THE RIGHT.  CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR 0.8
 AO0721'MILE TO THE STATION.
 AO0721'
 AO0721'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROQUE NO 2 1972, SET IN
 AO0721'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AO0721'INCHES ABOVE THE GROUND.  IT IS 85.5 FEET WEST OF THE CENTER OF
 AO0721'U.S.  HIGHWAY 83, 23.0 FEET NORTH OF THE WITNESS POST, 3.8 FEET WEST
 AO0721'OF THE EAST ONE OF TWO POWER LINE POLES, 3.0 FEET EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0944 ***********************************************************************
 CD0944  DESIGNATION -  BORACHO LONGITUDE STATION
 CD0944  PID         -  CD0944
 CD0944  STATE/COUNTY-  TX/CULBERSON
 CD0944  USGS QUAD   -  BORACHO (1970)
 CD0944
 CD0944                         *CURRENT SURVEY CONTROL
 CD0944  ___________________________________________________________________
 CD0944* NAD 83(1993)-  31 04 34.18192(N)    104 23 25.42840(W)     ADJUSTED  
 CD0944* NAVD 88     -      1360.     (meters)    4462.     (feet)  SCALED    
 CD0944  ___________________________________________________________________
 CD0944  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 CD0944  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CD0944
 CD0944  HORZ ORDER  -  THIRD
 CD0944
 CD0944.The horizontal coordinates were established by classical geodetic methods
 CD0944.and adjusted by the National Geodetic Survey in February 1996..
 CD0944.No horizontal observational check was made to the station.
 CD0944
 CD0944.The orthometric height was scaled from a topographic map.
 CD0944
 CD0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0944
 CD0944.The geoid height was determined by GEOID03.
 CD0944
 CD0944;                    North         East     Units Scale Factor Converg.
 CD0944;SPC TX C     - 3,163,308.042   312,972.706   MT  0.99988259   -2 05 22.7
 CD0944;SPC TX C     -10,378,286.47  1,026,811.29   sFT  0.99988259   -2 05 22.7
 CD0944;UTM  13      - 3,438,202.289   558,150.630   MT  0.99964171   +0 18 52.8
 CD0944
 CD0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0944!SPC TX C     -   0.99979004  x   0.99988259  =   0.99967266
 CD0944!UTM  13      -   0.99979004  x   0.99964171  =   0.99943183
 CD0944
 CD0944                          SUPERSEDED SURVEY CONTROL
 CD0944
 CD0944  NAD 83(1986)-  31 04 34.18225(N)    104 23 25.42422(W) AD(       ) 3
 CD0944  NAD 27      -  31 04 33.71000(N)    104 23 23.70600(W) AD(       ) 3
 CD0944
 CD0944.Superseded values are not recommended for survey control.
 CD0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0944.See file dsdata.txt to determine how the superseded data were derived.
 CD0944
 CD0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ5815138202(NAD 83)
 CD0944_MARKER: Z = SEE DESCRIPTION
 CD0944_SETTING: 0 = UNSPECIFIED SETTING
 CD0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0944
 CD0944  HISTORY     - Date     Condition        Report By
 CD0944  HISTORY     - 1911     MONUMENTED       CGS
 CD0944  HISTORY     - 1914     GOOD             CGS
 CD0944  HISTORY     - 1931     POOR             CGS
 CD0944
 CD0944                          STATION DESCRIPTION
 CD0944
 CD0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1914
 CD0944'STATION IS ABOUT 100 METERS (328 FEET) S OF THE TEXAS AND
 CD0944'PACIFIC RAILWAY TRACK AND 200 METERS (656 FEET) SW OF THE
 CD0944'NEW SECTION HOUSE AT BORACHO.  A CONCRETE PIER WAS BUILT AT THE
 CD0944'STATION, 14- BY 26-INCHES IN CROSS SECTION, WITH A NOTCH IN THE
 CD0944'TOP TO GIVE ROOM FOR THE REVERSING APPARATUS OF THE TRANSIT.
 CD0944'
 CD0944'THE STATION IS MARKED BY A STANDARD DISK STATION MARK SET IN
 CD0944'THE NOTCH OF THE CONCRETE PIER.  THE STATION MARK USED HAS THE
 CD0944'WORDS ASTRONOMICAL STATION STAMPED ON THE DISK IN ADDITION TO
 CD0944'THE REGULAR INSCRIPTION.
 CD0944
 CD0944                          STATION RECOVERY (1931)
 CD0944
 CD0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 CD0944'IN 1931 IT WAS REPORTED THAT STATION
 CD0944'MARK (PIER) WAS FOUND BROKEN AND OVERTURNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0117 ***********************************************************************
 CD0117  DESIGNATION -  BORACHO RESET
 CD0117  PID         -  CD0117
 CD0117  STATE/COUNTY-  TX/CULBERSON
 CD0117  USGS QUAD   -  BORACHO (1970)
 CD0117
 CD0117                         *CURRENT SURVEY CONTROL
 CD0117  ___________________________________________________________________
 CD0117* NAD 83(1993)-  31 04 34.39508(N)    104 23 25.42840(W)     ADJUSTED  
 CD0117* NAVD 88     -      1359.771  (meters)    4461.18   (feet)  ADJUSTED  
 CD0117  ___________________________________________________________________
 CD0117  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 CD0117  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CD0117  DYNAMIC HT  -        1357.640 (meters)    4454.19  (feet)  COMP
 CD0117  MODELED GRAV-     979,025.6   (mgal)                       NAVD 88
 CD0117
 CD0117  HORZ ORDER  -  FIRST
 CD0117  VERT ORDER  -  FIRST     CLASS II
 CD0117
 CD0117.The horizontal coordinates were established by classical geodetic methods
 CD0117.and adjusted by the National Geodetic Survey in February 1996..
 CD0117
 CD0117.The orthometric height was determined by differential leveling
 CD0117.and adjusted by the National Geodetic Survey in June 1991..
 CD0117
 CD0117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0117
 CD0117.The geoid height was determined by GEOID03.
 CD0117
 CD0117.The dynamic height is computed by dividing the NAVD 88
 CD0117.geopotential number by the normal gravity value computed on the
 CD0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0117.degrees latitude (g = 980.6199 gals.).
 CD0117
 CD0117.The modeled gravity was interpolated from observed gravity values.
 CD0117
 CD0117;                    North         East     Units Scale Factor Converg.
 CD0117;SPC TX C     - 3,163,314.601   312,972.946   MT  0.99988259   -2 05 22.7
 CD0117;SPC TX C     -10,378,307.99  1,026,812.07   sFT  0.99988259   -2 05 22.7
 CD0117;UTM  13      - 3,438,208.852   558,150.594   MT  0.99964171   +0 18 52.8
 CD0117
 CD0117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0117!SPC TX C     -   0.99979000  x   0.99988259  =   0.99967262
 CD0117!UTM  13      -   0.99979000  x   0.99964171  =   0.99943179
 CD0117
 CD0117|---------------------------------------------------------------------|
 CD0117| PID    Reference Object                     Distance      Geod. Az  |
 CD0117|                                                           dddmmss.s |
 CD0117| CD0903 F 17                                               05505     |
 CD0117| CH8439 BORACHO AZ MK                                      1754546.1 |
 CD0117| CD0118 BORACHO RM 1                          6.611 METERS 17947     |
 CD0117| CD0944 BORACHO LONGITUDE STATION             6.565 METERS 18000     |
 CD0117| CH8440 BORACHO AZ MK 2                                    2511859.8 |
 CD0117| CD0119 BORACHO RM 2                         18.568 METERS 26946     |
 CD0117|---------------------------------------------------------------------|
 CD0117
 CD0117                          SUPERSEDED SURVEY CONTROL
 CD0117
 CD0117  NAD 83(1986)-  31 04 34.39541(N)    104 23 25.42422(W) AD(       ) 1
 CD0117  NAD 27      -  31 04 33.92300(N)    104 23 23.70600(W) AD(       ) 1
 CD0117  NGVD 29 (??/??/92) 1359.246  (m)         4459.46   (f) ADJ UNCH    1 2
 CD0117
 CD0117.Superseded values are not recommended for survey control.
 CD0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0117.See file dsdata.txt to determine how the superseded data were derived.
 CD0117
 CD0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ5815138209(NAD 83)
 CD0117_MARKER: DS = TRIANGULATION STATION DISK
 CD0117_SETTING: 66 = SET IN ROCK OUTCROP
 CD0117_SP_SET: STONE
 CD0117_STAMPING: BORACHO 1911 1937
 CD0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0117+STABILITY: POSITION/ELEVATION WELL
 CD0117
 CD0117  HISTORY     - Date     Condition        Report By
 CD0117  HISTORY     - 1937     MONUMENTED       CGS
 CD0117  HISTORY     - 1931     SEE DESCRIPTION  CGS
 CD0117  HISTORY     - 1937     SEE DESCRIPTION  CGS
 CD0117  HISTORY     - 1956     GOOD             CGS
 CD0117  HISTORY     - 1958     GOOD             AMS
 CD0117  HISTORY     - 1968     GOOD             CGS
 CD0117  HISTORY     - 1968     GOOD             NGS
 CD0117  HISTORY     - 1981     GOOD             NGS
 CD0117
 CD0117                          STATION DESCRIPTION
 CD0117
 CD0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CD0117'DUE N OF BORACHO LONGITUDE STATION (SEE DESCRIPTION THEREOF) AND
 CD0117'6.565 METERS (21.54 FEET) DISTANT.
 CD0117'
 CD0117'THE STATION IS MARKED BY A CROSS ON THE TOP OF A STONE POST,
 CD0117'6 BY 8 BY 20 INCHES, WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 CD0117'BENCH MARK F 17 (ELEVATION 4,458.311 FEET) A STONE POST, 6
 CD0117'INCHES SQUARE ON TOP, WITH A SQUARE HOLE AT THE CENTER 1/2-INCH
 CD0117'DEEP, SURROUNDED BY THE LETTERS U.S.B.M., IS ON THE S SIDE OF THE
 CD0117'TRACK DIRECTLY OPPOSITE THE SECTION HOUSE AND 152.34 METERS
 CD0117'(499.8 FEET) FROM THE STATION, N 55 DEG 05 MIN E.  THE
 CD0117'S END OF THE ROOF OF THE BORACHO STORE AND POST OFFICE IS
 CD0117'122.74 METERS (402.7 FEET) FROM THE STATION, N 82 DEG 27 MIN E.
 CD0117'AND THE W END OF THE ROOF OF THE SECTION HOUSE IS
 CD0117'N 64 DEG 45 MIN E.  THE SE CORNER OF A LARGE
 CD0117'ADOBE CORRAL IS ABOUT 48 METERS (157 FEET) N 40 DEG E FROM THE
 CD0117'STATION.
 CD0117
 CD0117                          STATION RECOVERY (1937)
 CD0117
 CD0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CD0117'STATION RECOVERED.
 CD0117'
 CD0117'SUBSURFACE MARK, TWO REFERENCE MARKS AND AZIMUTH MARK ESTABLISHED.
 CD0117'DESCRIPTION AS FOLLOWS--
 CD0117'
 CD0117'ABOUT 10 MILES W OF KENT, AND 0.3 MILE N OF U.S. HIGHWAY 80,
 CD0117'NEAR BORACHO SIDING AND SECTION HOUSE ON THE TEXAS AND PACIFIC
 CD0117'RAILWAY.  STATION IS ABOUT 100 YARDS S OF TRACKS, AND 200 YARDS SW
 CD0117'OF THE SECTION FOREMANS HOUSE.  THE STORE NO LONGER STANDS, AND
 CD0117'THE ADOBE CORRAL IS IN RUINS.  BENCH MARK F 17 WAS NOT FOUND, AND
 CD0117'PROBABLY IS LOST.
 CD0117'
 CD0117'STATION RE-MARKED BY STANDARD DISK SET IN A SQUARE STONE, ABOUT
 CD0117'14 INCHES SQUARE AND 3 FEET LONG PROJECTING ABOUT 4 INCHES ABOVE
 CD0117'GROUND.
 CD0117'
 CD0117'SUBSURFACE MARK IS THE ORIGINAL SURFACE MARK, A CROSS ON A SMALL
 CD0117'ROCK, SET ABOUT 3 FEET BELOW THE SURFACE.
 CD0117'
 CD0117'REFERENCE MARK (1937) NO. 1, IS STANDARD DISK SET IN BASE OF
 CD0117'LONGITUDE PIER, WHICH HAD BEEN BROKEN OFF FLUSH WITH SURFACE
 CD0117'OF GROUND.
 CD0117'
 CD0117'REFERENCE MARK (1937) NO. 2, IS STANDARD DISK SET IN A ROCK ABOUT
 CD0117'1 FOOT SQUARE AND 40 INCHES LONG, PROJECTING 6 INCHES ABOVE
 CD0117'SURFACE OF GROUND.
 CD0117'
 CD0117'AZIMUTH MARK IS STANDARD DISK SET IN A ROCK ABOUT 1 FOOT SQUARE
 CD0117'AND 40 INCHES LONG, PROJECTING 4 INCHES ABOVE GROUND.  IT IS 0.3
 CD0117'MILE S OF STATION, 17 PACES N OF CENTER OF HIGHWAY 80, AND 54
 CD0117'PACES W OF CENTER OF ROAD LEADING TO BORACHO.  ALL DISKS ARE
 CD0117'STAMPED BORACHO 1911 1937.
 CD0117'
 CD0117'MAGNETIC OBSERVATIONS TAKEN AT THIS STATION.
 CD0117
 CD0117                          STATION RECOVERY (1956)
 CD0117
 CD0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RFL)
 CD0117'STATION IS 0.1 MI. SW ACROSS A PASTURE FROM THE SECTION FOREMANS
 CD0117'HOUSE AT BORACHO, 147 YD. SW OF BENCH MARK U 728 (TEX. GEOD. S.),
 CD0117'326.2 FT. S OF THE S RAIL OF THE MAIN TRACK OF THE TEXAS AND
 CD0117'PACIFIC RAILROAD, 286 FT. S OF THE THIRD POLE E OF MILEPOST 709,
 CD0117'271 FT. S OF A FENCE, 2 FT. S OF A WITNESS POST, 0.5 FT. ABOVE
 CD0117'THE GROUND, A TRIANGULATION-STATION DISK, SET IN THE TOP OF A
 CD0117'SQUARE STONE, AND STAMPED BORACHO 1911 1937.
 CD0117'
 CD0117'REFERENCE MARK 1 IS 22.8 FT. S OF THE TRIANGULATION STATION, 349
 CD0117'FT. S OF THE S RAIL OF THE MAIN TRACK, 308.8 FT. S OF THE THIRD
 CD0117'POLE E OF MILEPOST 709, 293.8 FT. S OF A FENCE, FLUSH WITH
 CD0117'THE GROUND, A REFERENCE-MARK DISK, SET IN THE TOP OF A FLAT
 CD0117'ROCK OUTCROP, AND STAMPED BORACHO NO 1 1911 1937.
 CD0117'
 CD0117'REFERENCE MARK 2 IS 61 FT. W OF THE TRIANGULATION STATION, 325
 CD0117'FT. S OF THE S RAIL OF THE MAIN TRACK, 285 FT. S OF THE THIRD
 CD0117'POLE E OF MILEPOST 709, 270 FT. S OF A FENCE, 0.7 FT. ABOVE
 CD0117'THE GROUND, STAMPED BORACHO NO 2 1911 1937, A REFERENCE-MARK DISK,
 CD0117'SET IN THE TOP OF A SQUARE STONE.
 CD0117
 CD0117                          STATION RECOVERY (1958)
 CD0117
 CD0117'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CD0117'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CD0117'
 CD0117'THE STATION IS LOCATED 262 FEET S OF CENTERLINE OF E-W ROAD
 CD0117'S OF RAILROAD TRACK.  444 FEET W OF EXTENDED CENTERLINES OF
 CD0117'ROAD S.  11 FEET SE OF SMALL LONE BUSH.
 CD0117
 CD0117                          STATION RECOVERY (1968)
 CD0117
 CD0117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD0117'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 CD0117'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WILL PROBABLY
 CD0117'BE DESTROYED DURING CONSTRUCTION OF THE INTERSTATE HIGHWAY
 CD0117'10.  CONSEQUENTLY A NEW AZIMUTH MARK WAS ESTABLISHED.  DUE TO
 CD0117'CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 CD0117'
 CD0117'TO REACH THE STATION FROM THE POST OFFICE IN KENT GO WEST
 CD0117'ON U.S. HIGHWAY 80 FOR 10.5 MILES TO A OVERPASS OVER INTERSTATE
 CD0117'HIGHWAY 10 AND A DIRT ROAD RIGHT.  (THE OLD AZIMUTH MARK IS 0.05
 CD0117'MILES WEST OF THE OVERPASS).
 CD0117'TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.3 MILE TO A METAL
 CD0117'GATE ON THE LEFT, TURN LEFT PASSING THROUGH GATE THENCE NORTHERLY
 CD0117'ON A TRACK ROAD FOR 0.1 MILE THENCE WESTERLY FOR 0.1 TO THE
 CD0117'STATION.
 CD0117'
 CD0117'FROM THE GATE CONTINUE AHEAD WEST FOLLOWING POWER LINE FOR 0.4
 CD0117'MILE TO THE AZIMUTH MARK.
 CD0117'
 CD0117'THE STATION MARK IS A STANDARD DISK, STAMPED BORACHO 1911-1937,
 CD0117'SET IN A SQUARE STONE THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 CD0117'GROUND SURFACE, 2 FEET SOUTH OF A 4X4 INCH SQUARE WOODEN WITNESS
 CD0117'POST.
 CD0117'
 CD0117'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BORACHO NO 1
 CD0117'1911-1937, CEMENTED IN A DRILL HOLE IN A 1X3 FOOT BOULDER FLUSH
 CD0117'WITH THE GROUND SURFACE, 24 FEET SOUTH OF A 4X4 INCH SQUARE WOODEN
 CD0117'WITNESS POST.
 CD0117'
 CD0117'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BORACHO NO 2
 CD0117'1911-1937, CEMENTED IN A DRILL HOLE IN A 1X2 FOOT BOULDER THAT
 CD0117'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE, 61 FEET WEST OF
 CD0117'A 4X4 INCH SQUARE WOODEN WITNESS POST.
 CD0117'
 CD0117'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BORACHO 1911-1937,
 CD0117'SET IN A SQUARE STONE THAT PROJECTS ABOUT A FOOT ABOVE THE
 CD0117'GROUND SURFACE, 54.5 FEET NORTH OF THE APPROXIMATE CENTER OF
 CD0117'U.S. HIGHWAY 80.
 CD0117'
 CD0117'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED BORACHO 1911-1937 AZ
 CD0117'2 1968, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 CD0117'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE, 1.5 FEET EAST OF A
 CD0117'METAL WITNESS POST WITH SIGN ATTACHED, 2.5 FEET EAST OF A POWER
 CD0117'POLE.
 CD0117'
 CD0117'THE OLD MEASUREMENTS TO RM 1 AND RM 2 WERE VERIFIED.
 CD0117'
 CD0117'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CD0117'KENT ABOUT 10 MILES EAST.
 CD0117
 CD0117                          STATION RECOVERY (1968)
 CD0117
 CD0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CD0117'10 MI W FROM KENT.
 CD0117'10.5 MILES WEST ALONG INTERSTATE 10 FROM THE POST OFFICE IN KENT,
 CD0117'THENCE 0.3 MILE NORTH TO A GATE, THENCE 0.1 MILE NORTH, THENCE 0.1
 CD0117'MILE WEST.  2 FEET SOUTH OF A WITNESS POST, 6 INCHES ABOVE THE GROUND
 CD0117'SURFACE, SET IN THE TOP OF A SQUARE STONE.
 CD0117
 CD0117                          STATION RECOVERY (1981)
 CD0117
 CD0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CD0117'REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD CONDITION.
 CD0117'
 CD0117'THE AZIMUTH MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0118 ***********************************************************************
 CD0118  DESIGNATION -  BORACHO RM 1
 CD0118  PID         -  CD0118
 CD0118  STATE/COUNTY-  TX/CULBERSON
 CD0118  USGS QUAD   -  BORACHO (1970)
 CD0118
 CD0118                         *CURRENT SURVEY CONTROL
 CD0118  ___________________________________________________________________
 CD0118* NAD 83(1986)-  31 04 33.     (N)    104 23 25.     (W)     SCALED    
 CD0118* NAVD 88     -      1359.783  (meters)    4461.22   (feet)  ADJUSTED  
 CD0118  ___________________________________________________________________
 CD0118  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CD0118  DYNAMIC HT  -        1357.652 (meters)    4454.23  (feet)  COMP
 CD0118  MODELED GRAV-     979,025.6   (mgal)                       NAVD 88
 CD0118
 CD0118  VERT ORDER  -  FIRST     CLASS II
 CD0118
 CD0118.The horizontal coordinates were scaled from a topographic map and have
 CD0118.an estimated accuracy of +/- 6 seconds.
 CD0118
 CD0118.The orthometric height was determined by differential leveling
 CD0118.and adjusted by the National Geodetic Survey in June 1991..
 CD0118
 CD0118.The geoid height was determined by GEOID03.
 CD0118
 CD0118.The dynamic height is computed by dividing the NAVD 88
 CD0118.geopotential number by the normal gravity value computed on the
 CD0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0118.degrees latitude (g = 980.6199 gals.).
 CD0118
 CD0118.The modeled gravity was interpolated from observed gravity values.
 CD0118
 CD0118;                    North         East    Units  Estimated Accuracy
 CD0118;SPC TX C     - 3,163,270.      312,980.      MT  (+/- 180 meters Scaled)
 CD0118
 CD0118                          SUPERSEDED SURVEY CONTROL
 CD0118
 CD0118  NGVD 29 (??/??/92) 1359.258  (m)         4459.50   (f) ADJ UNCH    1 2
 CD0118
 CD0118.Superseded values are not recommended for survey control.
 CD0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0118.See file dsdata.txt to determine how the superseded data were derived.
 CD0118
 CD0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ581381(NAD 83)
 CD0118_MARKER: DR = REFERENCE MARK DISK
 CD0118_SETTING: 66 = SET IN ROCK OUTCROP
 CD0118_SP_SET: OUTCROP
 CD0118_STAMPING: BORACHO NO 1 1911 1937
 CD0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0118+STABILITY: POSITION/ELEVATION WELL
 CD0118
 CD0118  HISTORY     - Date     Condition        Report By
 CD0118  HISTORY     - 1937     MONUMENTED       CGS
 CD0118  HISTORY     - 1968     GOOD             NGS
 CD0118
 CD0118                          STATION DESCRIPTION
 CD0118
 CD0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CD0118'10 MI W FROM KENT.
 CD0118'10.5 MILES WEST ALONG INTERSTATE 10 FROM THE POST OFFICE IN KENT,
 CD0118'THENCE 0.3 MILE NORTH TO A GATE, THENCE 0.1 MILE NORTH, THENCE 0.1
 CD0118'MILE WEST.  24 FEET SOUTH OF A WITNESS POST, SET IN A ROCK OUTCROP
 CD0118'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0119 ***********************************************************************
 CD0119  DESIGNATION -  BORACHO RM 2
 CD0119  PID         -  CD0119
 CD0119  STATE/COUNTY-  TX/CULBERSON
 CD0119  USGS QUAD   -  BORACHO (1970)
 CD0119
 CD0119                         *CURRENT SURVEY CONTROL
 CD0119  ___________________________________________________________________
 CD0119* NAD 83(1986)-  31 04 33.     (N)    104 23 25.     (W)     SCALED    
 CD0119* NAVD 88     -      1359.683  (meters)    4460.89   (feet)  ADJUSTED  
 CD0119  ___________________________________________________________________
 CD0119  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CD0119  DYNAMIC HT  -        1357.552 (meters)    4453.90  (feet)  COMP
 CD0119  MODELED GRAV-     979,025.6   (mgal)                       NAVD 88
 CD0119
 CD0119  VERT ORDER  -  FIRST     CLASS II
 CD0119
 CD0119.The horizontal coordinates were scaled from a topographic map and have
 CD0119.an estimated accuracy of +/- 6 seconds.
 CD0119
 CD0119.The orthometric height was determined by differential leveling
 CD0119.and adjusted by the National Geodetic Survey in June 1991..
 CD0119
 CD0119.The geoid height was determined by GEOID03.
 CD0119
 CD0119.The dynamic height is computed by dividing the NAVD 88
 CD0119.geopotential number by the normal gravity value computed on the
 CD0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0119.degrees latitude (g = 980.6199 gals.).
 CD0119
 CD0119.The modeled gravity was interpolated from observed gravity values.
 CD0119
 CD0119;                    North         East    Units  Estimated Accuracy
 CD0119;SPC TX C     - 3,163,270.      312,980.      MT  (+/- 180 meters Scaled)
 CD0119
 CD0119                          SUPERSEDED SURVEY CONTROL
 CD0119
 CD0119  NGVD 29 (??/??/92) 1359.158  (m)         4459.17   (f) ADJ UNCH    1 2
 CD0119
 CD0119.Superseded values are not recommended for survey control.
 CD0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0119.See file dsdata.txt to determine how the superseded data were derived.
 CD0119
 CD0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ581381(NAD 83)
 CD0119_MARKER: DR = REFERENCE MARK DISK
 CD0119_SETTING: 66 = SET IN ROCK OUTCROP
 CD0119_SP_SET: STONE
 CD0119_STAMPING: BORACHO NO 2 1911 1937
 CD0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0119+STABILITY: POSITION/ELEVATION WELL
 CD0119
 CD0119  HISTORY     - Date     Condition        Report By
 CD0119  HISTORY     - 1937     MONUMENTED       CGS
 CD0119  HISTORY     - 1968     GOOD             NGS
 CD0119
 CD0119                          STATION DESCRIPTION
 CD0119
 CD0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CD0119'10 MI W FROM KENT.
 CD0119'10.5 MILES WEST ALONG INTERSTATE 10 FROM THE POST OFFICE IN KENT,
 CD0119'THENCE 0.3 MILE NORTH TO A GATE, THENCE 0.1 MILE NORTH, THENCE 0.1
 CD0119'MILE WEST.  61 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A SQUARE
 CD0119'STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1076 ***********************************************************************
 CU1076  DESIGNATION -  BORDEN
 CU1076  PID         -  CU1076
 CU1076  STATE/COUNTY-  TX/BORDEN
 CU1076  USGS QUAD   -  BEAL HOLLOW (1969)
 CU1076
 CU1076                         *CURRENT SURVEY CONTROL
 CU1076  ___________________________________________________________________
 CU1076* NAD 83(1993)-  32 55 46.25070(N)    101 26 09.76600(W)     ADJUSTED  
 CU1076* NAVD 88     -       835.     (meters)    2739.     (feet)  SCALED    
 CU1076  ___________________________________________________________________
 CU1076  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 CU1076  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 CU1076
 CU1076  HORZ ORDER  -  SECOND
 CU1076
 CU1076.The horizontal coordinates were established by classical geodetic methods
 CU1076.and adjusted by the National Geodetic Survey in February 1996..
 CU1076
 CU1076.The orthometric height was scaled from a topographic map.
 CU1076
 CU1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1076
 CU1076.The geoid height was determined by GEOID03.
 CU1076
 CU1076;                    North         East     Units Scale Factor Converg.
 CU1076;SPC TXNC     - 2,143,873.273   325,469.187   MT  0.99987488   -1 36 04.7
 CU1076;SPC TXNC     - 7,033,690.90  1,067,810.16   sFT  0.99987488   -1 36 04.7
 CU1076;UTM  14      - 3,646,106.100   272,225.664   MT  1.00023975   -1 19 29.4
 CU1076
 CU1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1076!SPC TXNC     -   0.99987282  x   0.99987488  =   0.99974771
 CU1076!UTM  14      -   0.99987282  x   1.00023975  =   1.00011254
 CU1076
 CU1076|---------------------------------------------------------------------|
 CU1076| PID    Reference Object                     Distance      Geod. Az  |
 CU1076|                                                           dddmmss.s |
 CU1076| CH8443 BORDEN RM 2                           9.734 METERS 16009     |
 CU1076| CH8441 BORDEN AZ MK                                       1683832.2 |
 CU1076| CH8442 BORDEN RM 1                           9.234 METERS 34913     |
 CU1076|---------------------------------------------------------------------|
 CU1076
 CU1076                          SUPERSEDED SURVEY CONTROL
 CU1076
 CU1076  NAD 83(1993)-  32 55 46.25726(N)    101 26 09.75636(W) AD(       ) 2
 CU1076  NAD 83(1986)-  32 55 46.25743(N)    101 26 09.75675(W) AD(       ) 2
 CU1076  NAD 27      -  32 55 45.89265(N)    101 26 08.26562(W) AD(       ) 2
 CU1076
 CU1076.Superseded values are not recommended for survey control.
 CU1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1076.See file dsdata.txt to determine how the superseded data were derived.
 CU1076
 CU1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB7222646106(NAD 83)
 CU1076_MARKER: DS = TRIANGULATION STATION DISK
 CU1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1076
 CU1076  HISTORY     - Date     Condition        Report By
 CU1076  HISTORY     - 1968     MONUMENTED       CGS
 CU1076
 CU1076                          STATION DESCRIPTION
 CU1076
 CU1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1076'THE STATION IS LOCATED ABOUT 23 MILES EAST OF O DONNELL, 17 MILES
 CU1076'WEST-NORTHWEST OF FLUVANNA AND 11-1/2 MILES NORTH OF GAIL ON THE
 CU1076'ROAD RIGHT-OF-WAY.
 CU1076'
 CU1076'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 180 AND
 CU1076'FARM ROAD 669 IN GAIL, GO NORTH ON FARM ROAD 669 FOR 7.2 MILES TO
 CU1076'THE JUNCTION OF FARM ROAD 2350.  CONTINUE NORTH ON FARM ROAD 669
 CU1076'FOR 4.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON
 CU1076'FARM ROAD 669 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CU1076'
 CU1076'THE STATION MARK IS A STANDARD DISK, STAMPED BORDEN 1968, SET
 CU1076'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 CU1076'WITH THE GROUND.  IT IS 56.5 FEET EAST OF THE CENTER OF FARM
 CU1076'ROAD 669 AND 3.5 FEET WEST OF A METAL WITNESS POST WHICH IS SET
 CU1076'IN THE FENCE LINE.
 CU1076'
 CU1076'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BORDEN NO 1 1968,
 CU1076'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 CU1076'WITH THE GROUND.  IT IS 58.5 FEET EAST OF THE CENTER OF THE FARM
 CU1076'ROAD, 30 FEET NORTH OF THE METAL WITNESS POST AND 1 FOOT WEST
 CU1076'OF THE WIRE FENCE.
 CU1076'
 CU1076'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BORDEN NO 2 1968, SET
 CU1076'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 CU1076'THE GROUND.  IT IS 58 FEET EAST OF THE CENTER OF THE FARM ROAD, 32
 CU1076'FEET SOUTH OF THE METAL WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 CU1076'
 CU1076'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BORDEN 1968, SET IN
 CU1076'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 CU1076'INCHES.  IT IS 60.5 FEET WEST OF THE CENTER OF THE FARM ROAD AND
 CU1076'1 FOOT EAST OF A METAL WITNESS POST WHICH IS SET IN A FENCE LINE.
 CU1076'
 CU1076'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1357 ***********************************************************************
 AJ1357  DESIGNATION -  BORDER
 AJ1357  PID         -  AJ1357
 AJ1357  STATE/COUNTY-  TX/WEBB
 AJ1357  USGS QUAD   -  MILLS BENNETT SW (1968)
 AJ1357
 AJ1357                         *CURRENT SURVEY CONTROL
 AJ1357  ___________________________________________________________________
 AJ1357* NAD 83(1993)-  27 32 24.42993(N)    098 57 59.28692(W)     ADJUSTED  
 AJ1357* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 AJ1357  ___________________________________________________________________
 AJ1357  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ1357  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AJ1357
 AJ1357  HORZ ORDER  -  THIRD
 AJ1357
 AJ1357.The horizontal coordinates were established by classical geodetic methods
 AJ1357.and adjusted by the National Geodetic Survey in February 1996..
 AJ1357
 AJ1357.The orthometric height was scaled from a topographic map.
 AJ1357
 AJ1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1357
 AJ1357.The geoid height was determined by GEOID03.
 AJ1357
 AJ1357;                    North         East     Units Scale Factor Converg.
 AJ1357;SPC TX S     - 5,207,651.085   253,926.886   MT  0.99993889   -0 12 42.4
 AJ1357;SPC TX S     -17,085,435.27    833,091.79   sFT  0.99993889   -0 12 42.4
 AJ1357;UTM  14      - 3,046,261.190   503,310.784   MT  0.99960014   +0 00 55.8
 AJ1357
 AJ1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1357!SPC TX S     -   0.99995912  x   0.99993889  =   0.99989801
 AJ1357!UTM  14      -   0.99995912  x   0.99960014  =   0.99955927
 AJ1357
 AJ1357:                Primary Azimuth Mark                     Grid Az
 AJ1357:SPC TX S     -  BALDY                                    192 04 30.1
 AJ1357:UTM  14      -  BALDY                                    191 50 51.9
 AJ1357
 AJ1357|---------------------------------------------------------------------|
 AJ1357| PID    Reference Object                     Distance      Geod. Az  |
 AJ1357|                                                           dddmmss.s |
 AJ1357| AJ1320 BALDY                               APPROX.12.7 KM 1915147.7 |
 AJ1357|---------------------------------------------------------------------|
 AJ1357
 AJ1357                          SUPERSEDED SURVEY CONTROL
 AJ1357
 AJ1357  NAD 83(1986)-  27 32 24.43222(N)    098 57 59.26097(W) AD(       ) 3
 AJ1357  NAD 27      -  27 32 23.33776(N)    098 57 58.13600(W) AD(       ) 3
 AJ1357
 AJ1357.Superseded values are not recommended for survey control.
 AJ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1357.See file dsdata.txt to determine how the superseded data were derived.
 AJ1357
 AJ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR0331146261(NAD 83)
 AJ1357_MARKER: DD = SURVEY DISK
 AJ1357_SETTING: 0 = UNSPECIFIED SETTING
 AJ1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1357
 AJ1357  HISTORY     - Date     Condition        Report By
 AJ1357  HISTORY     - 1920     MONUMENTED       USGS
 AJ1357
 AJ1357                          STATION DESCRIPTION
 AJ1357
 AJ1357'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1357'TO REACH THE STATION FROM THE POST OFFICE IN OILTON, GO E. 0.05 MI. TO
 AJ1357'A T-STREET N., TURN LEFT N. ON STREET THEN GRADED RD. FOR 3.55 MI. TO
 AJ1357'A BEND IN THE MAIN RD. AND RD. FORK, BEAR LEFT ON MAIN RD. FOR 2.3 MI.
 AJ1357'TO A CATTLEGUARD.  AFTER PASSING OVER CATTLEGUARD BEAR SHARP LEFT
 AJ1357'ALONG RD. ABOUT 0.2 MI. TO A T-FENCE SW. JUST BEFORE RD. DROPS OFF
 AJ1357'SHARPLY, TURN LEFT SW. ALONG E. SIDE OF FENCE. ABOUT 0.25 MI. TO TOP
 AJ1357'OF GRADE AND STATION ABOUT 30 FT. SOUTHEAST OF FENCE.
 AJ1357'
 AJ1357'STATION MARK - IS UNSTAMPED USGS TABLET SET ON TOP OF AN IRON POST
 AJ1357'PROJECTING ABOUT 1.0 FT.
 AJ1357'
 AJ1357'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2510 ***********************************************************************
 CS2510  SACS        -  This is a Secondary Airport Control Station.
 CS2510  DESIGNATION -  BOREN
 CS2510  PID         -  CS2510
 CS2510  STATE/COUNTY-  TX/ROCKWALL
 CS2510  USGS QUAD   -  ROCKWALL (1973)
 CS2510
 CS2510                         *CURRENT SURVEY CONTROL
 CS2510  ___________________________________________________________________
 CS2510* NAD 83(1993)-  32 55 51.89986(N)    096 26 06.46039(W)     ADJUSTED  
 CS2510* NAVD 88     -       174.937  (meters)     573.94   (feet)  ADJUSTED  
 CS2510  ___________________________________________________________________
 CS2510  X           -    -600,600.014 (meters)                     COMP
 CS2510  Y           -  -5,324,995.710 (meters)                     COMP
 CS2510  Z           -   3,447,627.346 (meters)                     COMP
 CS2510  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 CS2510  ELLIP HEIGHT-         149.50  (meters)          (02/27/01) GPS OBS
 CS2510  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS2510  DYNAMIC HT  -         174.746 (meters)     573.31  (feet)  COMP
 CS2510  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 CS2510
 CS2510  HORZ ORDER  -  FIRST
 CS2510  VERT ORDER  -  FIRST     CLASS II
 CS2510  ELLP ORDER  -  FOURTH    CLASS II
 CS2510
 CS2510.This mark is at Rockwall Muni (F46) Airport (F46)
 CS2510
 CS2510.The horizontal coordinates were established by GPS observations
 CS2510.and adjusted by the National Geodetic Survey in August 1996..
 CS2510
 CS2510.The orthometric height was determined by differential leveling
 CS2510.and adjusted by the National Geodetic Survey in June 1991..
 CS2510
 CS2510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2510
 CS2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2510
 CS2510.The ellipsoidal height was determined by GPS observations
 CS2510.and is referenced to NAD 83.
 CS2510
 CS2510.The geoid height was determined by GEOID03.
 CS2510
 CS2510.The dynamic height is computed by dividing the NAVD 88
 CS2510.geopotential number by the normal gravity value computed on the
 CS2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2510.degrees latitude (g = 980.6199 gals.).
 CS2510
 CS2510.The modeled gravity was interpolated from observed gravity values.
 CS2510
 CS2510;                    North         East     Units Scale Factor Converg.
 CS2510;SPC TXNC     - 2,142,108.349   793,082.212   MT  0.99987482   +1 07 34.2
 CS2510;SPC TXNC     - 7,027,900.48  2,601,970.56   sFT  0.99987482   +1 07 34.2
 CS2510;UTM  14      - 3,646,566.155   739,818.775   MT  1.00030920   +1 23 42.0
 CS2510
 CS2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2510!SPC TXNC     -   0.99997653  x   0.99987482  =   0.99985135
 CS2510!UTM  14      -   0.99997653  x   1.00030920  =   1.00028572
 CS2510
 CS2510:                Primary Azimuth Mark                     Grid Az
 CS2510:SPC TXNC     -  N 1495                                   166 43 14.3
 CS2510:UTM  14      -  N 1495                                   166 27 06.5
 CS2510
 CS2510|---------------------------------------------------------------------|
 CS2510| PID    Reference Object                     Distance      Geod. Az  |
 CS2510|                                                           dddmmss.s |
 CS2510| CS2509 N 1495                              APPROX. 0.6 KM 1675048.5 |
 CS2510| CS2511 BOREN AZ MK                         300.326 METERS 35020     |
 CS2510|---------------------------------------------------------------------|
 CS2510
 CS2510                          SUPERSEDED SURVEY CONTROL
 CS2510
 CS2510  ELLIP H (08/23/96)  149.65   (m)                       GP(       ) 4 2
 CS2510  NAD 83(1993)-  32 55 51.90312(N)    096 26 06.45965(W) AD(       ) 3
 CS2510  ELLIP H (02/16/96)  149.52   (m)                       GP(       ) 5 1
 CS2510  NAD 83(1993)-  32 55 51.90792(N)    096 26 06.44777(W) AD(       ) 3
 CS2510  NAD 83(1986)-  32 55 51.90867(N)    096 26 06.44810(W) AD(       ) 3
 CS2510  NAD 27      -  32 55 51.45481(N)    096 26 05.50445(W) AD(       ) 3
 CS2510  NAVD 88 (08/23/96)  174.94   (m)          573.9    (f) LEVELING    3  
 CS2510  NGVD 29 (12/08/88)  175.0    (m)          574.     (f) GPS OBS        
 CS2510
 CS2510.Superseded values are not recommended for survey control.
 CS2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2510.See file dsdata.txt to determine how the superseded data were derived.
 CS2510
 CS2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3981946566(NAD 83)
 CS2510_MARKER: DH = HORIZONTAL CONTROL DISK
 CS2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2510_SP_SET: CONCRETE POST
 CS2510_STAMPING: BOREN 1986
 CS2510_MARK LOGO: NGS   
 CS2510_PROJECTION: RECESSED 2 CENTIMETERS
 CS2510_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2510+STABILITY: SURFACE MOTION
 CS2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2510+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS2510
 CS2510  HISTORY     - Date     Condition        Report By
 CS2510  HISTORY     - 1987     MONUMENTED       NGS
 CS2510  HISTORY     - 19880217 GOOD
 CS2510  HISTORY     - 19941220 GOOD             NGS
 CS2510  HISTORY     - 20051031 GOOD             BOHAN
 CS2510
 CS2510                          STATION DESCRIPTION
 CS2510
 CS2510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS2510'7.6 KM (4.7 MI) NE FROM ROCKWALL.
 CS2510'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST FROM ROCKWALL AT THE
 CS2510'ROCKWALL MUNICIPAL AIRPORT, IN THE NORTH END OF A CIRCULAR GRASS AREA
 CS2510'AT THE NORTH END OF A TAXIWAY.  OWNERSHIP--CITY OF ROCKWALL, C/O JACK
 CS2510'L. ARNOLD, 1701 AIRPORT ROAD, ROCKWALL, TX, 75087. TELEPHONE
 CS2510'NUMBER 214-722-0151.
 CS2510'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 205
 CS2510'IN ROCKWALL.  GO NORTHEASTERLY ON STATE HIGHWAY 66 FOR 4.3 KM
 CS2510'(2.65 MI) TO FARM ROAD 549 ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR
 CS2510'1.3 KM (0.80 MI) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO
 CS2510'WEST FOR 1.6 KM (1.00 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 CS2510'ON THE ROAD LEADING TO THE AIRPORT FOR 0.5 KM (0.30 MI) TO A TAXIWAY
 CS2510'TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR 0.1 KM (0.05 MI) TO THE
 CS2510'STATIONON THE LEFT.
 CS2510'THE STATION MARK IS SET 39.1 M (128.3 FT) EAST OF THE CENTERLINE OF
 CS2510'THE RUNWAY, 8.3 M (27.2 FT) SOUTH OF THE CENTERLINE OF A CROSSOVER.
 CS2510'7.8 M (25.6 FT) WEST OF THE CENTERLINE OF THE TAXIWAY, AND 4.1 M
 CS2510'(13.5 FT) NORTH-NORTHWEST OF A NO VEHICLES BEYOND THIS THIS POINTSIGN.
 CS2510'DESCRIBED BY B.L.L.
 CS2510'THE MARK IS ABOVE LEVEL WITH THE TAXI STRIP.
 CS2510'4.3 KM (2.65 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS
 CS2510'JUNCTION WITH STATE HIGHWAY 205 IN ROCKWALL, THENCE 1.2 KM (0.75 MI)
 CS2510'SOUTH ALONG FARM ROAD 549, THENCE 1.5 KM (0.95 MI) WEST ALONG AIRPORT
 CS2510'ROAD, THENCE 0.5 KM (0.3 MI) NORTH ALONG A PAVED ROAD, THENCE 0.1 KM
 CS2510'(0.05 MI) NORTH ALONG A TAXI STRIP, 39.1 M (128.3 FT) EAST OF THE
 CS2510'CENTERLINE OF A RUNWAY, 8.3 M (27.2 FT) SOUTH OF THE CENTER OF A TAXI
 CS2510'STRIP, AND 7.8 M (25.6 FT) WEST OF THE CENTER OF THE TAXI STRIP.
 CS2510'NOTE--AN UNDERGROUND MARK STAMPED--BOREN 1986--WAS SET 42-INCHES BELOW
 CS2510'THE GROUND SURFACE.
 CS2510
 CS2510                          STATION RECOVERY (1988)
 CS2510
 CS2510'RECOVERED 1988
 CS2510'RECOVERED IN GOOD CONDITION.
 CS2510
 CS2510                          STATION RECOVERY (1994)
 CS2510
 CS2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS2510'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF ROCKWALL AT THE
 CS2510'ROCKWALL MUNICIPAL AIRPORT, IN THE SOUTHWEST QUADRANT OF THE JUNCTION
 CS2510'OF THE PARALLEL TAXI AND A CONNECTOR TAXI ON A SMALL RISE NEAR MID
 CS2510'FIELD OF THE AIRPORT.  OWNERSHIP--CITY OF ROCKWALL.  AIRPORT MANAGERS
 CS2510'ARE R.E.  JOHNSON AND EDDY WALKOWICZ, 1701 AIRPORT ROAD, ROCKWALL, TX,
 CS2510'75087.  PHONE 214-771-0151.  CHECK IN AT THE OFFICE TO LET THEM KNOW
 CS2510'OF THE STATION OCCUPATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION
 CS2510'OF INTERSTATE HIGHWAY 30 AND FARM ROAD 549 (EXIT 70) ON THE EAST SIDE
 CS2510'OF ROCKWALL, GO NORTH ON FARM ROAD 549 FOR 0.69 KM (0.40 MI) TO A
 CS2510'PAVED ROAD LEFT (AIRPORT ROAD) .  TURN LEFT, WEST, ON AIRPORT ROAD FOR
 CS2510'1.61 KM (1.00 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 CS2510'RIGHT, NORTH, ON THE ENTRANCE ROAD FOR 0.5 KM (0.30 MI) TO THE APRON
 CS2510'ON THE LEFT.  TURN LEFT, WEST, ACROSS APRON FOR 50 M (164.0 FT) TO A
 CS2510'TAXI.  TURN RIGHT, NORTH, ALONG THE TAXI FOR 0.4 KM (0.25 MI) TO THE
 CS2510'STATION ON THE LEFT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND
 CS2510'CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 39.4 M (129.3 FT) EAST
 CS2510'OF THE CENTER OF THE RUNWAY, 8.3 M (27.2 FT) SOUTH OF THE CENTER OF A
 CS2510'CROSSOVER, 7.8 M (25.6 FT) WEST OF THE CENTER OF THE TAXI, 4.1 M (13.5
 CS2510'FT) NORTH-NORTHWEST OF A NO VEHICLES BEYOND THIS THIS POINT SIGN, AND
 CS2510'0.3 M (1.0 FT) EAST OF A PLASTIC WITNESS POST.  NOTE--THIS STATION WAS
 CS2510'SELECTED AS A SACS. DESCRIBED BY D.G.  AUG
 CS2510
 CS2510                          STATION RECOVERY (2005)
 CS2510
 CS2510'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS2510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2511 ***********************************************************************
 CS2511  SACS        -  This is a Secondary Airport Control Station.
 CS2511  DESIGNATION -  BOREN AZ MK
 CS2511  PID         -  CS2511
 CS2511  STATE/COUNTY-  TX/ROCKWALL
 CS2511  USGS QUAD   -  ROCKWALL (1973)
 CS2511
 CS2511                         *CURRENT SURVEY CONTROL
 CS2511  ___________________________________________________________________
 CS2511* NAD 83(1993)-  32 56 01.51037(N)    096 26 08.40067(W)     ADJUSTED  
 CS2511* NAVD 88     -       172.104  (meters)     564.64   (feet)  ADJUSTED  
 CS2511  ___________________________________________________________________
 CS2511  X           -    -600,631.796 (meters)                     COMP
 CS2511  Y           -  -5,324,827.746 (meters)                     COMP
 CS2511  Z           -   3,447,874.299 (meters)                     COMP
 CS2511  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 CS2511  ELLIP HEIGHT-         146.66  (meters)          (02/27/01) GPS OBS
 CS2511  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS2511  DYNAMIC HT  -         171.917 (meters)     564.03  (feet)  COMP
 CS2511  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 CS2511
 CS2511  HORZ ORDER  -  FIRST
 CS2511  VERT ORDER  -  FIRST     CLASS II
 CS2511  ELLP ORDER  -  FOURTH    CLASS II
 CS2511
 CS2511.This mark is at Rockwall Muni (F46) Airport (F46)
 CS2511
 CS2511.The horizontal coordinates were established by GPS observations
 CS2511.and adjusted by the National Geodetic Survey in August 1996..
 CS2511
 CS2511.The orthometric height was determined by differential leveling
 CS2511.and adjusted by the National Geodetic Survey in June 1991..
 CS2511
 CS2511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2511
 CS2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2511
 CS2511.The ellipsoidal height was determined by GPS observations
 CS2511.and is referenced to NAD 83.
 CS2511
 CS2511.The geoid height was determined by GEOID03.
 CS2511
 CS2511.The dynamic height is computed by dividing the NAVD 88
 CS2511.geopotential number by the normal gravity value computed on the
 CS2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2511.degrees latitude (g = 980.6199 gals.).
 CS2511
 CS2511.The modeled gravity was interpolated from observed gravity values.
 CS2511
 CS2511;                    North         East     Units Scale Factor Converg.
 CS2511;SPC TXNC     - 2,142,403.330   793,026.004   MT  0.99987473   +1 07 33.2
 CS2511;SPC TXNC     - 7,028,868.26  2,601,786.15   sFT  0.99987473   +1 07 33.2
 CS2511;UTM  14      - 3,646,860.998   739,761.158   MT  1.00030886   +1 23 41.3
 CS2511
 CS2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2511!SPC TXNC     -   0.99997697  x   0.99987473  =   0.99985171
 CS2511!UTM  14      -   0.99997697  x   1.00030886  =   1.00028583
 CS2511
 CS2511|---------------------------------------------------------------------|
 CS2511| PID    Reference Object                     Distance      Geod. Az  |
 CS2511|                                                           dddmmss.s |
 CS2511| CS2510 BOREN                               300.326 METERS 17020     |
 CS2511|---------------------------------------------------------------------|
 CS2511
 CS2511                          SUPERSEDED SURVEY CONTROL
 CS2511
 CS2511  ELLIP H (08/23/96)  146.81   (m)                       GP(       ) 4 2
 CS2511  NAD 83(1993)-  32 56 01.51340(N)    096 26 08.39965(W) AD(       ) 3
 CS2511  ELLIP H (02/16/96)  146.69   (m)                       GP(       ) 5 1
 CS2511  NAD 83(1993)-  32 56 01.51816(N)    096 26 08.38765(W) AD(       ) 3
 CS2511  ELLIP H (01/21/93)  146.45   (m)                       GP(       ) 4 2
 CS2511  NAD 83(1986)-  32 56 01.51896(N)    096 26 08.38809(W) AD(       ) 3
 CS2511  NAD 27      -  32 56 01.06534(N)    096 26 07.44434(W) AD(       ) 3
 CS2511  NAVD 88 (08/23/96)  172.10   (m)          564.6    (f) LEVELING    3  
 CS2511  NGVD 29 (12/08/88)  172.2    (m)          565.     (f) GPS OBS        
 CS2511
 CS2511.Superseded values are not recommended for survey control.
 CS2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2511.See file dsdata.txt to determine how the superseded data were derived.
 CS2511
 CS2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3976146861(NAD 83)
 CS2511_MARKER: DZ = AZIMUTH MARK DISK
 CS2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2511_SP_SET: CONCRETE POST
 CS2511_STAMPING: BOREN 1986
 CS2511_MARK LOGO: NGS   
 CS2511_PROJECTION: RECESSED 2 CENTIMETERS
 CS2511_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2511+STABILITY: SURFACE MOTION
 CS2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2511+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 CS2511
 CS2511  HISTORY     - Date     Condition        Report By
 CS2511  HISTORY     - 1987     MONUMENTED       NGS
 CS2511  HISTORY     - 19880217 GOOD
 CS2511  HISTORY     - 19941220 GOOD             NGS
 CS2511
 CS2511                          STATION DESCRIPTION
 CS2511
 CS2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS2511'7.9 KM (4.9 MI) NE FROM ROCKWALL.
 CS2511'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST FROM ROCKWALL AT THE
 CS2511'ROCKWALL MUNICIPAL AIRPORT, IN THE NORTH END OF A CIRCULAR GRASS
 CS2511'AREA, AT THE NORTH END OF A TAXIWAY.  OWNERSHIP--CITY OF ROCKWALL,
 CS2511'C/O JACK L. ARNOLD, 1701 AIRPORT ROAD, ROCKWALL, TX 75087.
 CS2511'TELEPHONENUMBER 214-722-0151.
 CS2511'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 205
 CS2511'IN ROCKWALL. GO NORTHEASTERLY ON STATE HIGHWAY 66 FOR 4.3 KM
 CS2511'(2.65 MI) TO FARM ROAD 549 ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR
 CS2511'1.3 KM (0.80 MI) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO
 CS2511'WEST FOR 1.6 KM (1.00 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 CS2511'ON THE ROAD LEADING TO THE AIRPORT FOR 0.5 KM (0.30 MI) TO A TAXIWAY.
 CS2511'TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR 0.4 KM (0.25 MI) TO THE
 CS2511'STATIONON THE LEFT.
 CS2511'THE MARK IS 28.5 M (93.5 FT) EAST OF THE CENTERLINE OF THE RUNWAY,
 CS2511'19.6 M (64.3 FT) NORTHEAST OF A VASI LIGHT, 18.6 M (61.0 FT) WEST OF
 CS2511'THE EXTENDED CENTERLINE OF THE TAXIWAY AND 13.4 M (44.0 FT) SOUTH
 CS2511'OFTHE CENTERLINE OF THE TAXIWAY.
 CS2511'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2511'DESCRIBED BY B.L.L.
 CS2511'THE MARK IS ABOVE LEVEL WITH THE TAXI STRIPS.
 CS2511'4.3 KM (2.65 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS
 CS2511'JUNCTION WITH STATE HIGHWAY 205 IN ROCKWALL, THENCE 1.2 KM (0.75 MI)
 CS2511'SOUTH ALONG FARM ROAD 549, THENCE 1.5 KM (0.95 MI) WEST ALONG AIRPORT
 CS2511'ROAD, THENCE 0.5 KM (0.3 MI) NORTH ALONG A PAVED ROAD, THENCE 0.4 KM
 CS2511'(0.25 MI) NORTH ALONG A TAXI STRIP, 28.4 M (93.2 FT) EAST OF THE
 CS2511'CENTER OF A RUNWAY, 18.6 M (61.0 FT) WEST OF THE EXTENDED CENTERLINE
 CS2511'OF A TAXI STRIP, AND 11.7 M (38.4 FT) SOUTH OF THE CENTERLINE OF THE
 CS2511'TAXI STRIP.   NOTE--AN UNDERGROUND MARK STAMPED--BOREN 1986--WAS SET
 CS2511'42-INCHES BELOW THE GROUND SURFACE.
 CS2511
 CS2511                          STATION RECOVERY (1988)
 CS2511
 CS2511'RECOVERED 1988
 CS2511'RECOVERED IN GOOD CONDITION.
 CS2511
 CS2511                          STATION RECOVERY (1994)
 CS2511
 CS2511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS2511'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF ROCKWALL AT THE
 CS2511'ROCKWALL MUNICIPAL AIRPORT, IN THE NORTH END OF A CIRCULAR GRASS AREA
 CS2511'AT THE NORTH END OF A TAXIWAY.  OWNERSHIP--CITY OF ROCKWALL.  AIRPORT
 CS2511'MANAGERS ARE R.E.  JOHNSON AND EDDY WALKOWICZ, 1701 AIRPORT ROAD,
 CS2511'ROCKWALL, TX, 75087.  PHONE 214-771-0151.  CHECK IN AT THE OFFICE TO
 CS2511'LET THEM KNOW OF THE STATION OCCUPATION.  TO REACH FROM THE OVERPASS
 CS2511'AT THE JUNCTION OF INTERSTATE HIGHWAY 30 AND FARM ROAD 549 (EXIT 70)
 CS2511'ON THE EAST SIDE OF ROCKWALL, GO NORTH ON FARM ROAD 549 FOR 0.69 KM
 CS2511'(0.40 MI) TO A PAVED ROAD LEFT (AIRPORT ROAD) .  TURN LEFT, WEST, ON
 CS2511'AIRPORT ROAD FOR 1.61 KM (1.00 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 CS2511'RIGHT.  TURN RIGHT, NORTH, ON THE ENTRANCE ROAD FOR 0.5 KM (0.30 MI)
 CS2511'TO THE APRON ON THE LEFT.  TURN LEFT, WEST, ACROSS APRON FOR 50 M
 CS2511'(164.0 FT) TO A TAXI.  TURN RIGHT, NORTH, ALONG THE TAXI FOR 0.8 KM
 CS2511'(0.50 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET IN THE TOP
 CS2511'OF A 30 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS 28.5
 CS2511'M (93.5 FT) EAST OF THE CENTER OF THE RUNWAY, 19.0 M (62.3 FT) WEST OF
 CS2511'THE CENTER OF THE EXTENDED CENTER OF THE TAXI, SOUTH OF THE CENTER OF
 CS2511'A CROSSOVER, 13.4 M (44.0 FT) SOUTH OF THE CENTER OF THE CONNECTOR
 CS2511'TAXI, 10.9 M (35.8 FT) SOUTHWEST OF THE CENTER OF THE TAXI AT THE STOP
 CS2511'LINE, 7.3 M (24.0 FT) SOUTHEAST OF A STEEL CULVERT, AND 0.3 M (1.0 FT)
 CS2511'EAST OF A PLASTIC WITNESS POST. NOTE--THIS STATION WAS SELECTED AS A
 CS2511'SACS.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1666 ***********************************************************************
 FL1666  DESIGNATION -  BORGER
 FL1666  PID         -  FL1666
 FL1666  STATE/COUNTY-  TX/HUTCHINSON
 FL1666  USGS QUAD   -  BORGER (1978)
 FL1666
 FL1666                         *CURRENT SURVEY CONTROL
 FL1666  ___________________________________________________________________
 FL1666* NAD 83(1993)-  35 38 14.76488(N)    101 23 50.84322(W)     ADJUSTED  
 FL1666* NAVD 88     -       975.     (meters)    3199.     (feet)  SCALED    
 FL1666  ___________________________________________________________________
 FL1666  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FL1666  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 FL1666
 FL1666  HORZ ORDER  -  SECOND
 FL1666
 FL1666.The horizontal coordinates were established by classical geodetic methods
 FL1666.and adjusted by the National Geodetic Survey in February 1996..
 FL1666
 FL1666.The orthometric height was scaled from a topographic map.
 FL1666
 FL1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1666
 FL1666.The geoid height was determined by GEOID03.
 FL1666
 FL1666;                    North         East     Units Scale Factor Converg.
 FL1666;SPC TX N     - 1,181,657.159   209,287.078   MT  0.99991819   +0 03 33.9
 FL1666;SPC TX N     - 3,876,820.20    686,636.02   sFT  0.99991819   +0 03 33.9
 FL1666;UTM  14      - 3,946,383.046   282,917.725   MT  1.00018075   -1 23 50.8
 FL1666
 FL1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1666!SPC TX N     -   0.99985114  x   0.99991819  =   0.99976934
 FL1666!UTM  14      -   0.99985114  x   1.00018075  =   1.00003186
 FL1666
 FL1666:                Primary Azimuth Mark                     Grid Az
 FL1666:SPC TX N     -  BORGER RADIO STATION KHUZ MAST           010 07 48.2
 FL1666:UTM  14      -  BORGER RADIO STATION KHUZ MAST           011 35 12.9
 FL1666
 FL1666|---------------------------------------------------------------------|
 FL1666| PID    Reference Object                     Distance      Geod. Az  |
 FL1666|                                                           dddmmss.s |
 FL1666| FL1660 BORGER RADIO STATION KHUZ MAST      APPROX. 5.3 KM 0101122.1 |
 FL1666| CJ6691 BORGER RM 2                           8.579 METERS 01138     |
 FL1666| FL1661 BORGER MUNICIPAL TANK               APPROX. 3.9 KM 0121904.9 |
 FL1666| FL1659 BORGER DOWELL INC RADIO MAST        APPROX. 2.8 KM 0195447.2 |
 FL1666| CJ6690 BORGER RM 1                           7.895 METERS 11944     |
 FL1666| CJ6689 BORGER AZ MK                                       1914456.7 |
 FL1666| FL1665 BORGER JM HUBER CORP RADIO MST      APPROX. 5.9 KM 2720900.2 |
 FL1666| FL1663 BORGER JM HUBER CORP WATER TK       APPROX. 1.3 KM 3335336.4 |
 FL1666|---------------------------------------------------------------------|
 FL1666
 FL1666                          SUPERSEDED SURVEY CONTROL
 FL1666
 FL1666  NAD 83(1993)-  35 38 14.76650(N)    101 23 50.84099(W) AD(       ) 2
 FL1666  NAD 83(1986)-  35 38 14.77213(N)    101 23 50.83296(W) AD(       ) 2
 FL1666  NAD 27      -  35 38 14.61500(N)    101 23 49.24300(W) AD(       ) 2
 FL1666
 FL1666.Superseded values are not recommended for survey control.
 FL1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1666.See file dsdata.txt to determine how the superseded data were derived.
 FL1666
 FL1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8291846383(NAD 83)
 FL1666_MARKER: DS = TRIANGULATION STATION DISK
 FL1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1666
 FL1666  HISTORY     - Date     Condition        Report By
 FL1666  HISTORY     - 1951     MONUMENTED       CGS
 FL1666  HISTORY     - 1964     GOOD             CGS
 FL1666
 FL1666                          STATION DESCRIPTION
 FL1666
 FL1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1666'THE STATION IS LOCATED ON THE TOP OF A HIGH CUT BANK ON THE
 FL1666'EAST SIDE OF STATE HIGHWAY 117, ABOUT 2 MILES AIRLINE SOUTH
 FL1666'OF THE CENTER OF BORGER AND ABOUT 12 MILES AIRLINE EAST OF
 FL1666'FRITCH.
 FL1666'
 FL1666'TO REACH THE STATION FROM THE POST OFFICE IN BORGER GO EAST ON
 FL1666'DEAHL AVENUE FOR 1 BLOCK TO A STOP LIGHT.  TURN RIGHT ONTO
 FL1666'STATE HIGHWAY 117 (BUSINESS ROUTE) AND GO SOUTH 2.3 MILES
 FL1666'TO A HIGH CUT BANK, A WHITE WITNESS POST, AND THE STATION ON
 FL1666'THE LEFT.
 FL1666'
 FL1666'THE STATION MARK IS A STANDARD DISK STAMPED BORGER 1951 SET
 FL1666'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1666'3 INCHES ABOVE THE GROUND.  IT IS 6 FEET SOUTH OF A WHITE
 FL1666'WITNESS POST, 2 FEET WEST OF A FENCE LINE, AND ABOUT 65 FEET
 FL1666'EAST OF THE CENTERLINE OF STATE HIGHWAY 117.
 FL1666'
 FL1666'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BORGER NO
 FL1666'1 1951 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 FL1666'FLUSH WITH THE GROUND.  IT IS 22 FEET EAST OF A FENCE LINE
 FL1666'AND THE SAME ELEVATION AS THE STATION.
 FL1666'
 FL1666'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BORGER
 FL1666'NO 2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FL1666'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST
 FL1666'OF A FENCE LINE AND THE SAME ELEVATION AS THE STATION.
 FL1666'
 FL1666'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY
 FL1666'117 AND IS A STANDARD DISK STAMPED BORGER 1951 SET IN THE
 FL1666'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 FL1666'ABOVE THE GROUND.  IT IS 2.2 FEET NORTH OF A WHITE WITNESS
 FL1666'POST, 76 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND SET
 FL1666'IN A POWER LINE THAT RUNS PARALLEL TO THE HIGHWAY.  TO REACH
 FL1666'THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE HIGHWAY
 FL1666'117 FOR 0.5 MILE TO A WHITE WITNESS POST AND THE AZIMUTH
 FL1666'MARK ON THE RIGHT.
 FL1666
 FL1666                          STATION RECOVERY (1964)
 FL1666
 FL1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1666'STATION AND R.M.S WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1666'AZIMUTH MARK WAS NOT SEARCHED FOR BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0832 ***********************************************************************
 FL0832  DESIGNATION -  BORGER AIRPORT
 FL0832  PID         -  FL0832
 FL0832  STATE/COUNTY-  TX/HUTCHINSON
 FL0832  USGS QUAD   -  BORGER (1978)
 FL0832
 FL0832                         *CURRENT SURVEY CONTROL
 FL0832  ___________________________________________________________________
 FL0832* NAD 83(1986)-  35 38 14.     (N)    101 24 13.     (W)     SCALED    
 FL0832* NAVD 88     -       965.739  (meters)    3168.43   (feet)  ADJUSTED  
 FL0832  ___________________________________________________________________
 FL0832  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 FL0832  DYNAMIC HT  -         964.642 (meters)    3164.83  (feet)  COMP
 FL0832  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 FL0832
 FL0832  VERT ORDER  -  SECOND    CLASS 0
 FL0832
 FL0832.The horizontal coordinates were scaled from a topographic map and have
 FL0832.an estimated accuracy of +/- 6 seconds.
 FL0832
 FL0832.The orthometric height was determined by differential leveling
 FL0832.and adjusted by the National Geodetic Survey in June 1991..
 FL0832
 FL0832.The geoid height was determined by GEOID03.
 FL0832
 FL0832.The dynamic height is computed by dividing the NAVD 88
 FL0832.geopotential number by the normal gravity value computed on the
 FL0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0832.degrees latitude (g = 980.6199 gals.).
 FL0832
 FL0832.The modeled gravity was interpolated from observed gravity values.
 FL0832
 FL0832;                    North         East    Units  Estimated Accuracy
 FL0832;SPC TX N     - 1,181,630.      208,730.      MT  (+/- 180 meters Scaled)
 FL0832
 FL0832                          SUPERSEDED SURVEY CONTROL
 FL0832
 FL0832  NGVD 29 (??/??/92)  965.267  (m)         3166.88   (f) ADJ UNCH    2 0
 FL0832
 FL0832.Superseded values are not recommended for survey control.
 FL0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0832.See file dsdata.txt to determine how the superseded data were derived.
 FL0832
 FL0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE823463(NAD 83)
 FL0832_MARKER: DB = BENCH MARK DISK
 FL0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0832_STAMPING: BORGER AIRPORT INC 1943
 FL0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0832+STABILITY: SURFACE MOTION
 FL0832
 FL0832  HISTORY     - Date     Condition        Report By
 FL0832  HISTORY     - 1943     MONUMENTED       CGS
 FL0832  HISTORY     - 1971     GOOD             USGS
 FL0832
 FL0832                          STATION DESCRIPTION
 FL0832
 FL0832'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FL0832'0.55 MI SW FROM BORGER.
 FL0832'BORGER, JUNCTION OF STATE HIGHWAY 237 AND FARM ROAD 1551, 0.3 MI W ON
 FL0832'F FARM ROAD 1551, THENCE 0.25 MI S ON A GRADED ROAD TO A LARGE STEEL
 FL0832'QUONSET BLDG ON THE RIGHT.  BM IS 5 FT E OF THE NE CORNER OF THE
 FL0832'BUILDING.  A STANDARD DISK STAMPED BORGER AIRPORT INC 1943 AND SET IN
 FL0832'A CONCRETE POST PROJECTING 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1659 ***********************************************************************
 FL1659  DESIGNATION -  BORGER DOWELL INC RADIO MAST
 FL1659  PID         -  FL1659
 FL1659  STATE/COUNTY-  TX/HUTCHINSON
 FL1659  USGS QUAD   -  BORGER (1978)
 FL1659
 FL1659                         *CURRENT SURVEY CONTROL
 FL1659  ___________________________________________________________________
 FL1659* NAD 83(1993)-  35 39 40.79133(N)    101 23 12.65638(W)     ADJUSTED  
 FL1659* NAVD 88     -                                                        
 FL1659  ___________________________________________________________________
 FL1659  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 FL1659  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 FL1659
 FL1659  HORZ ORDER  -  THIRD
 FL1659
 FL1659.The horizontal coordinates were established by classical geodetic methods
 FL1659.and adjusted by the National Geodetic Survey in February 1996..
 FL1659
 FL1659
 FL1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1659
 FL1659.The geoid height was determined by GEOID03.
 FL1659
 FL1659;                    North         East     Units Scale Factor Converg.
 FL1659;SPC TX N     - 1,184,309.338   210,244.730   MT  0.99991987   +0 03 56.1
 FL1659;SPC TX N     - 3,885,521.55    689,777.92   sFT  0.99991987   +0 03 56.1
 FL1659;UTM  14      - 3,949,010.693   283,942.781   MT  1.00017527   -1 23 31.4
 FL1659
 FL1659                          SUPERSEDED SURVEY CONTROL
 FL1659
 FL1659  NAD 83(1993)-  35 39 40.79273(N)    101 23 12.65427(W) AD(       ) 4
 FL1659  NAD 83(1986)-  35 39 40.79923(N)    101 23 12.64583(W) AD(       ) 4
 FL1659  NAD 27      -  35 39 40.64300(N)    101 23 11.05700(W) AD(       ) 3
 FL1659
 FL1659.Superseded values are not recommended for survey control.
 FL1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1659.See file dsdata.txt to determine how the superseded data were derived.
 FL1659
 FL1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8394349011(NAD 83)
 FL1659_MARKER: 42 = RADIO/TV MAST
 FL1659
 FL1659  HISTORY     - Date     Condition        Report By
 FL1659  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1659
 FL1659                          STATION DESCRIPTION
 FL1659
 FL1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1659'LOCATED 0.5 MILE SOUTH AND 0.3 MILE EAST OF THE CENTER OF THE
 FL1659'BUSINESS SECTION OF BORGER, ABOUT 1 BLOCK EAST OF THE SANTA FE
 FL1659'RAILROAD TRACKS AND FREIGHT DEPOT, AND ABOUT 50 YARDS WEST OF
 FL1659'LOCUST STREET.
 FL1659'
 FL1659'STATION IS THE TOP OF THE MAST SUPPORTING THE ANTENNA OF THE
 FL1659'DOWELL INC. PRIVATE RADIO STATION.  THE MAST IS PAINTED IN
 FL1659'ALTERNATE ORANGE AND WHITE SECTIONS AND HAS RED WARNING LIGHTS
 FL1659'ON TOP.  IT IS OF STEEL CONSTRUCTION AND IS 180 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1663 ***********************************************************************
 FL1663  DESIGNATION -  BORGER JM HUBER CORP WATER TK
 FL1663  PID         -  FL1663
 FL1663  STATE/COUNTY-  TX/HUTCHINSON
 FL1663  USGS QUAD   -  BORGER (1978)
 FL1663
 FL1663                         *CURRENT SURVEY CONTROL
 FL1663  ___________________________________________________________________
 FL1663* NAD 83(1993)-  35 38 52.10473(N)    101 24 13.26109(W)     ADJUSTED  
 FL1663* NAVD 88     -                                                        
 FL1663  ___________________________________________________________________
 FL1663  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FL1663  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 FL1663
 FL1663  HORZ ORDER  -  THIRD
 FL1663
 FL1663.The horizontal coordinates were established by classical geodetic methods
 FL1663.and adjusted by the National Geodetic Survey in February 1996..
 FL1663
 FL1663
 FL1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1663
 FL1663.The geoid height was determined by GEOID03.
 FL1663
 FL1663;                    North         East     Units Scale Factor Converg.
 FL1663;SPC TX N     - 1,182,807.316   208,721.979   MT  0.99991890   +0 03 20.9
 FL1663;SPC TX N     - 3,880,593.67    684,782.03   sFT  0.99991890   +0 03 20.9
 FL1663;UTM  14      - 3,947,547.507   282,381.913   MT  1.00018362   -1 24 05.1
 FL1663
 FL1663                          SUPERSEDED SURVEY CONTROL
 FL1663
 FL1663  NAD 83(1993)-  35 38 52.10627(N)    101 24 13.25899(W) AD(       ) 4
 FL1663  NAD 83(1986)-  35 38 52.11256(N)    101 24 13.25069(W) AD(       ) 4
 FL1663  NAD 27      -  35 38 51.95400(N)    101 24 11.65800(W) AD(       ) 3
 FL1663
 FL1663.Superseded values are not recommended for survey control.
 FL1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1663.See file dsdata.txt to determine how the superseded data were derived.
 FL1663
 FL1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8238247548(NAD 83)
 FL1663_MARKER: 53 = ELEVATED TANK
 FL1663
 FL1663  HISTORY     - Date     Condition        Report By
 FL1663  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1663  HISTORY     - 1964     GOOD             CGS
 FL1663
 FL1663                          STATION DESCRIPTION
 FL1663
 FL1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1663'LOCATED 1.6 MILES SOUTH AND 0.3 MILE WEST OF THE CENTER OF
 FL1663'THE BUSINESS SECTION OF BORGER, ONE HALF BLOCK SOUTH OF MINNISOTA
 FL1663'STREET AND ONE HALF BLOCK NORTH OF THE SOUTHERN CITY LIMITS OF
 FL1663'BORGER.
 FL1663'
 FL1663'STATION IS THE RED LIGHT ON THE PEAK OF THE CONICAL ROOF OF THE
 FL1663'WATER TANK.  THE TANK IS CYLINDRICAL AND IS SUPPORTED ON A 4
 FL1663'LEGGED STEEL UNDERSTRUCTURE.  IT IS 80 FEET HIGH.  THE TANK IS
 FL1663'PAINTED SILVER WITH THE NAME HUBER IN LARGE BLACK LETTERS ON
 FL1663'THE SIDE.  THE UNDERSTRUCTURE IS PAINTED BLACK.
 FL1663
 FL1663                          STATION RECOVERY (1964)
 FL1663
 FL1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1663'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1665 ***********************************************************************
 FL1665  DESIGNATION -  BORGER JM HUBER CORP RADIO MST
 FL1665  PID         -  FL1665
 FL1665  STATE/COUNTY-  TX/HUTCHINSON
 FL1665  USGS QUAD   -  BORGER (1978)
 FL1665
 FL1665                         *CURRENT SURVEY CONTROL
 FL1665  ___________________________________________________________________
 FL1665* NAD 83(1993)-  35 38 21.94156(N)    101 27 47.11297(W)     ADJUSTED  
 FL1665* NAVD 88     -                                                        
 FL1665  ___________________________________________________________________
 FL1665  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FL1665  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 FL1665
 FL1665  HORZ ORDER  -  THIRD
 FL1665
 FL1665.The horizontal coordinates were established by classical geodetic methods
 FL1665.and adjusted by the National Geodetic Survey in February 1996..
 FL1665
 FL1665
 FL1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1665
 FL1665.The geoid height was determined by GEOID03.
 FL1665
 FL1665;                    North         East     Units Scale Factor Converg.
 FL1665;SPC TX N     - 1,181,874.135   203,343.029   MT  0.99991832   +0 01 17.0
 FL1665;SPC TX N     - 3,877,532.06    667,134.59   sFT  0.99991832   +0 01 17.0
 FL1665;UTM  14      - 3,946,751.194   276,979.462   MT  1.00021296   -1 26 08.8
 FL1665
 FL1665                          SUPERSEDED SURVEY CONTROL
 FL1665
 FL1665  NAD 83(1993)-  35 38 21.94311(N)    101 27 47.11018(W) AD(       ) 4
 FL1665  NAD 83(1986)-  35 38 21.94946(N)    101 27 47.10275(W) AD(       ) 4
 FL1665  NAD 27      -  35 38 21.79300(N)    101 27 45.50000(W) AD(       ) 3
 FL1665
 FL1665.Superseded values are not recommended for survey control.
 FL1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1665.See file dsdata.txt to determine how the superseded data were derived.
 FL1665
 FL1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7697946751(NAD 83)
 FL1665_MARKER: 42 = RADIO/TV MAST
 FL1665
 FL1665  HISTORY     - Date     Condition        Report By
 FL1665  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1665
 FL1665                          STATION DESCRIPTION
 FL1665
 FL1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1665'STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF BORGER, 1.0
 FL1665'MILE SOUTH OF TEXAS STATE HIGHWAY 136 BESIDE A LARGE ALUMINUM
 FL1665'TANK ON THE PROPERTY OF J.M. HUBER CORP.  THE RADIO MAST IS OF
 FL1665'STEEL STRUCTURE, ABOUT 120 FEET IN HEIGHT, THAT HAS A RED LIGHT
 FL1665'AT THE TOP.  THE CENTER OF THE TOP OF RADIO MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1662 ***********************************************************************
 FL1662  DESIGNATION -  BORGER MUNICIPAL AIRPORT BCN
 FL1662  PID         -  FL1662
 FL1662  STATE/COUNTY-  TX/HUTCHINSON
 FL1662  USGS QUAD   -  BORGER (1978)
 FL1662
 FL1662                         *CURRENT SURVEY CONTROL
 FL1662  ___________________________________________________________________
 FL1662* NAD 83(1993)-  35 41 39.31487(N)    101 23 43.27387(W)     ADJUSTED  
 FL1662* NAVD 88     -                                                        
 FL1662  ___________________________________________________________________
 FL1662  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FL1662  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FL1662
 FL1662  HORZ ORDER  -  THIRD
 FL1662
 FL1662.This mark is at Hutchinson Co (BGD) Airport (BGD)
 FL1662
 FL1662.The horizontal coordinates were established by classical geodetic methods
 FL1662.and adjusted by the National Geodetic Survey in February 1996..
 FL1662
 FL1662
 FL1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1662
 FL1662.The geoid height was determined by GEOID03.
 FL1662
 FL1662;                    North         East     Units Scale Factor Converg.
 FL1662;SPC TX N     - 1,187,961.130   209,470.832   MT  0.99992247   +0 03 38.3
 FL1662;SPC TX N     - 3,897,502.47    687,238.89   sFT  0.99992247   +0 03 38.3
 FL1662;UTM  14      - 3,952,681.936   283,261.888   MT  1.00017890   -1 23 53.3
 FL1662
 FL1662                          SUPERSEDED SURVEY CONTROL
 FL1662
 FL1662  NAD 83(1993)-  35 41 39.31619(N)    101 23 43.27200(W) AD(       ) 4
 FL1662  NAD 83(1986)-  35 41 39.32263(N)    101 23 43.26309(W) AD(       ) 4
 FL1662  NAD 27      -  35 41 39.16600(N)    101 23 41.67000(W) AD(       ) 3
 FL1662
 FL1662.Superseded values are not recommended for survey control.
 FL1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1662.See file dsdata.txt to determine how the superseded data were derived.
 FL1662
 FL1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8326252682(NAD 83)
 FL1662_MARKER: 21 = AIRPORT BEACON
 FL1662
 FL1662  HISTORY     - Date     Condition        Report By
 FL1662  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1662  HISTORY     - 1964     GOOD             CGS
 FL1662  HISTORY     - 1975     GOOD             NGS
 FL1662  HISTORY     - 1979     GOOD             NGS
 FL1662  HISTORY     - 19870615 GOOD             NGS
 FL1662
 FL1662                          STATION DESCRIPTION
 FL1662
 FL1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1662'STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE CITY LIMITS OF
 FL1662'BORGER, ABOUT 0.1 MILE EAST OF TEXAS STATE HIGHWAY 117 AT
 FL1662'THE BORGER MUNICIPAL AIRPORT.  THE AIRPORT BEACON IS OF STEEL
 FL1662'STRUCTURE THAT IS ALTERNATELY PAINTED ORANGE AND WHITE.  IT IS
 FL1662'ABOUT 60 FEET IN HEIGHT AND HAS A REVOLVING GREEN AND WHITE
 FL1662'LIGHT ON TOP.  THE CENTER OF THE LIGHT WAS INTERSECTED.
 FL1662
 FL1662                          STATION RECOVERY (1964)
 FL1662
 FL1662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1662'RECOVERED AS DESCRIBED IN GOOD CONDITION, AT WHAT IS NOW
 FL1662'HUTCHINSON COUNTY AIRPORT.
 FL1662
 FL1662                          STATION RECOVERY (1975)
 FL1662
 FL1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 FL1662'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1662'
 FL1662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HUTCHINSON
 FL1662'COUNTY AIRPORT
 FL1662
 FL1662                          STATION RECOVERY (1979)
 FL1662
 FL1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 FL1662'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1662'
 FL1662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.1 MI N OF
 FL1662'BORGER.
 FL1662
 FL1662                          STATION RECOVERY (1987)
 FL1662
 FL1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 FL1662'THE STATION IS LICATED ABOUT 0.1 MILE (0.2 KM) N OF THE BORGER CITY
 FL1662'LIMITS AND ABOUT 0.1 MILE (0.2 KM) EAST OF TEXAS HIGHWAY 15 AT THE
 FL1662'HUTCHINSON COUNTY AIRPORT.  THE AIRPORT BEACON IS A GREEN AND WHITE
 FL1662'ROTATING LIGHT ON TOP OF A RED AND WHITE ALTERNATELY PAINTED STEEL
 FL1662'TOWER ABOUT 60 FT (18.3 M) IN HEIGHT.  THE CENTER OF THE LIGHT IS THE
 FL1662'STATION.  THE STATION IS LOCATED ABOUT 160 FT (48.8 M) WEST OF THE
 FL1662'NORTHWESTERN CORNER OF THE HUTCHINSON AIRCRAFT SERVICE HANGAR AND
 FL1662'ABOUT 432 FT (131.7 M) SSW OF THE ENTRANCE TO THE TERMINAL BUILDING.
 FL1662'THE DISTANCES ARE STADIA DISTANCES.  NOTE, PUBLISHED BY NGS--QUAD
 FL1662'351011 STA 1053.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1660 ***********************************************************************
 FL1660  DESIGNATION -  BORGER RADIO STATION KHUZ MAST
 FL1660  PID         -  FL1660
 FL1660  STATE/COUNTY-  TX/HUTCHINSON
 FL1660  USGS QUAD   -  BORGER (1978)
 FL1660
 FL1660                         *CURRENT SURVEY CONTROL
 FL1660  ___________________________________________________________________
 FL1660* NAD 83(1993)-  35 41 04.91125(N)    101 23 13.35835(W)     ADJUSTED  
 FL1660* NAVD 88     -                                                        
 FL1660  ___________________________________________________________________
 FL1660  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FL1660  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 FL1660
 FL1660  HORZ ORDER  -  THIRD
 FL1660
 FL1660.The horizontal coordinates were established by classical geodetic methods
 FL1660.and adjusted by the National Geodetic Survey in February 1996..
 FL1660
 FL1660
 FL1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1660
 FL1660.The geoid height was determined by GEOID03.
 FL1660
 FL1660;                    North         East     Units Scale Factor Converg.
 FL1660;SPC TX N     - 1,186,901.709   210,224.114   MT  0.99992168   +0 03 55.7
 FL1660;SPC TX N     - 3,894,026.69    689,710.28   sFT  0.99992168   +0 03 55.7
 FL1660;UTM  14      - 3,951,603.409   283,988.144   MT  1.00017503   -1 23 34.7
 FL1660
 FL1660                          SUPERSEDED SURVEY CONTROL
 FL1660
 FL1660  NAD 83(1993)-  35 41 04.91251(N)    101 23 13.35622(W) AD(       ) 4
 FL1660  NAD 83(1986)-  35 41 04.91908(N)    101 23 13.34776(W) AD(       ) 4
 FL1660  NAD 27      -  35 41 04.76200(N)    101 23 11.75800(W) AD(       ) 3
 FL1660
 FL1660.Superseded values are not recommended for survey control.
 FL1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1660.See file dsdata.txt to determine how the superseded data were derived.
 FL1660
 FL1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8398851603(NAD 83)
 FL1660_MARKER: 53 = ELEVATED TANK
 FL1660
 FL1660  HISTORY     - Date     Condition        Report By
 FL1660  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1660  HISTORY     - 1964     GOOD             CGS
 FL1660  HISTORY     - 1967     GOOD             CGS
 FL1660  HISTORY     - 1975     GOOD             NGS
 FL1660  HISTORY     - 1979     GOOD             NGS
 FL1660
 FL1660                          STATION DESCRIPTION
 FL1660
 FL1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1660'LOCATED ONE MILE NORTH AND 0.4 MILE EAST OF THE CENTER OF THE
 FL1660'BUSINESS SECTION OF BORGER, ABOUT 2 BLOCKS NORTH OF AND ACROSS
 FL1660'A SMALL VALLEY FROM CLAYTON STREET, AND ABOUT 175 YARDS EAST
 FL1660'OF THE REAR OF CORONADO PUBLIC SCHOOL.
 FL1660'
 FL1660'STATION IS THE TOP OF THE TOWER SUPPORTING THE KHUZ RADIO
 FL1660'ANTENNA.  THE TOWER IS A SLENDER, 4 LEGGED, STEEL STRUCTURE
 FL1660'WHICH TAPERS TO A MAST AT THE TOP.  IT IS PAINTED IN ORANGE AND
 FL1660'WHITE SECTIONS AND HAS RED WARNING LIGHTS AT TOP AND AT LOWER
 FL1660'ELEVATIONS.  IT IS 230 FEET HIGH AND HAS A 10 FT. BOARD FENCE
 FL1660'AROUND ITS BASE WITH A SMALL CONTROL SHED AT THE SOUTHWEST
 FL1660'CORNER.
 FL1660
 FL1660                          STATION RECOVERY (1964)
 FL1660
 FL1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1660'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1660
 FL1660                          STATION RECOVERY (1967)
 FL1660
 FL1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JMW)
 FL1660'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1660'
 FL1660'THE RADIO STATION ISNT BEING USED AT PRESENT.
 FL1660'
 FL1660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BORGER.
 FL1660
 FL1660                          STATION RECOVERY (1975)
 FL1660
 FL1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 FL1660'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1660'
 FL1660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST
 FL1660'PART OF BORGER.
 FL1660
 FL1660                          STATION RECOVERY (1979)
 FL1660
 FL1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 FL1660'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1660'
 FL1660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BORGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2190 ***********************************************************************
 AN2190  DESIGNATION -  BORROUM
 AN2190  PID         -  AN2190
 AN2190  STATE/COUNTY-  TX/BEE
 AN2190  USGS QUAD   -  MINERAL (1987)
 AN2190
 AN2190                         *CURRENT SURVEY CONTROL
 AN2190  ___________________________________________________________________
 AN2190* NAD 83(1993)-  28 37 19.75552(N)    097 53 53.15229(W)     ADJUSTED  
 AN2190* NAVD 88     -       147.9    (meters)     485.     (feet)  VERTCON   
 AN2190  ___________________________________________________________________
 AN2190  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AN2190  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AN2190
 AN2190  HORZ ORDER  -  FIRST
 AN2190
 AN2190.The horizontal coordinates were established by classical geodetic methods
 AN2190.and adjusted by the National Geodetic Survey in February 1996..
 AN2190
 AN2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2190
 AN2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2190
 AN2190.The geoid height was determined by GEOID03.
 AN2190
 AN2190;                    North         East     Units Scale Factor Converg.
 AN2190;SPC TXSC     - 4,087,932.122   707,748.217   MT  0.99994002   +0 32 23.4
 AN2190;SPC TXSC     -13,411,823.97  2,322,003.94   sFT  0.99994002   +0 32 23.4
 AN2190;UTM  14      - 3,166,620.943   607,716.790   MT  0.99974319   +0 31 40.4
 AN2190
 AN2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2190!SPC TXSC     -   0.99998094  x   0.99994002  =   0.99992096
 AN2190!UTM  14      -   0.99998094  x   0.99974319  =   0.99972413
 AN2190
 AN2190|---------------------------------------------------------------------|
 AN2190| PID    Reference Object                     Distance      Geod. Az  |
 AN2190|                                                           dddmmss.s |
 AN2190| CV4316 BORROUM RM 1                         35.335 METERS 00130     |
 AN2190| CV4317 BORROUM RM 2                         27.613 METERS 03650     |
 AN2190| CV4315 BORROUM AZ MK                                      1402634.0 |
 AN2190| CV4318 BORROUM RM 3                         23.675 METERS 14104     |
 AN2190|---------------------------------------------------------------------|
 AN2190
 AN2190                          SUPERSEDED SURVEY CONTROL
 AN2190
 AN2190  NAD 83(1986)-  28 37 19.76048(N)    097 53 53.13379(W) AD(       ) 1
 AN2190  NAD 27      -  28 37 18.80300(N)    097 53 52.13000(W) AD(       ) 1
 AN2190  NGVD 29 (07/19/86)  147.9    (m)          485.     (f) VERT ANG       
 AN2190
 AN2190.Superseded values are not recommended for survey control.
 AN2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2190.See file dsdata.txt to determine how the superseded data were derived.
 AN2190
 AN2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS0771766621(NAD 83)
 AN2190_MARKER: N = NAIL
 AN2190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN2190_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AN2190
 AN2190  HISTORY     - Date     Condition        Report By
 AN2190  HISTORY     - 1904     MONUMENTED       CGS
 AN2190  HISTORY     - 1935     GOOD             CGS
 AN2190  HISTORY     - 1937     GOOD             TXHD
 AN2190  HISTORY     - 1938     MARK NOT FOUND   TSI
 AN2190  HISTORY     - 1952     GOOD             CGS
 AN2190  HISTORY     - 1953     GOOD             CGS
 AN2190  HISTORY     - 1963     GOOD             CGS
 AN2190
 AN2190                          STATION DESCRIPTION
 AN2190
 AN2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AN2190'STATION IS ABOUT 2 MILES S OF CAESAR POST OFFICE, 1/2 MILE E OF
 AN2190'THE ROAD FROM CAESAR POST OFFICE TO MINERAL POST OFFICE, AND
 AN2190'ABOUT 7 MILES BY ROAD W OF PETTUS, ON A BRUSH-COVERED RIDGE IN
 AN2190'A LARGE PASTURE OWNED BY MR. P. BORROUM AND ONE MILE S OF HIS
 AN2190'HOUSE.  THE STATION IS ON THE HIGHEST PART OF A SEMI-BARE SPOT
 AN2190'ON THE CREST OF THE RIDGE, WHICH IS SURROUNDED BY LARGE
 AN2190'LIVE-OAK TREES.
 AN2190'
 AN2190'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL IN
 AN2190'THE CENTER OF AN IRON PIPE 2 INCHES IN DIAMETER AND 2 FEET LONG,
 AN2190'SET FLANGE DOWN, FILLED WITH CONCRETE, AND SURROUNDED BY A
 AN2190'BLOCK OF CONCRETE.  THE CONCRETE WAS MARKED WITH THE LETTERS
 AN2190'U.S.C. AND G.S. AND THE DATE.
 AN2190'
 AN2190'REFERENCE MARK IS AT PRACTICALLY THE SAME ELEVATION AS THE STATION
 AN2190'AND 35.340 METERS (115.94 FEET) FROM IT N 1 DEG 30 MIN E.
 AN2190'
 AN2190'THE FOLLOWING DISTANCES AND BEARINGS ARE FROM THE STATION--
 AN2190'RUTHERFORDS WINDMILL, 1-3/4 MILES, S 63 DEG 05 MIN W.
 AN2190'CAESAR POST OFFICE CHIMNEY 2 MILES, N 1 DEG 14 MIN E.
 AN2190'WINDMILL OF MR. BORROUM, IN PASTURE NEAR TANK, 1-3/4 MILES,
 AN2190'N 2 DEG 25 MIN E.  CHIMNEY ON WILL FOXS HOUSE, 3/4 MILE,
 AN2190'S 45 DEG 17 MIN E.
 AN2190'
 AN2190'ELEVATION OF STATION, 147.9 METERS (485 FEET).
 AN2190
 AN2190                          STATION RECOVERY (1935)
 AN2190
 AN2190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AN2190'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THESE
 AN2190'MARKS ARE LOCATED ON THE HIGHEST POINT OF A HILL ABOUT 1/2 MILE
 AN2190'E OF THE OLD CAESAR-MINERAL ROAD, ON LAND NOW BELONGING TO
 AN2190'JOHN GRISSOM.  THE HILL IS NOT VISIBLE FROM THE ROAD DUE TO
 AN2190'HEAVY BRUSH, BUT IS DIRECTLY OPPOSITE A LARGE COTTON FIELD ON
 AN2190'THE W SIDE OF THE ROAD.
 AN2190'
 AN2190'TO REACH THIS STATION FROM PETTUS, TAKE THE ROAD THAT TURNS OFF
 AN2190'FROM U.S. HIGHWAY 181 AT THE GULF SERVICE STATION IN PETTUS, AND
 AN2190'WHICH LEADS SW FROM PETTUS.  FOLLOW THIS ROAD 1.4 MILES TO A
 AN2190'T-ROAD.  TAKE THE RIGHT AT T-ROAD AND FOLLOW 0.5 MILE TO LANE
 AN2190'LEADING LEFT.  THIS LANE IS THE WORTH OIL COMPANY ROAD.  TAKE
 AN2190'THIS ROAD, AND FOLLOW 2.8 MILES TO LANE LEADING LEFT AND SIGN
 AN2190'WORTH OIL COMPANY ROAD.  TAKE THE ROAD LEADING LEFT AT THIS
 AN2190'POINT, AND GO 2.6 MILES TO A LANE TURNING RIGHT PARALLELING A
 AN2190'SMALL PIPE LINE.  TAKE THIS RIGHT-HAND ROAD FOR 0.6 MILE TO
 AN2190'POINT OPPOSITE LARGE COTTON FIELD ON LEFT SIDE OF ROAD.
 AN2190'WALK E ABOUT 1/2 MILE UP THE BRUSHY HILL TO STATION.  THERE IS
 AN2190'NO POST OFFICE AT CAESAR NOW.
 AN2190
 AN2190                          STATION RECOVERY (1937)
 AN2190
 AN2190'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN2190'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AN2190'THE ORIGINAL DESCRIPTION IS GENERALLY GOOD BUT SHOULD HAVE THESE
 AN2190'ADDITIONS--THE LARGE LIVE-OAK TREES MENTIONED ARE NO LONGER ON
 AN2190'THE GROUND.  THE PASTURE NOW BELONGS TO A MR. GRESHAM.
 AN2190'
 AN2190'TO REACH FROM INTERSECTION OF STATE HIGHWAY 16 AND ROAD TO W IN
 AN2190'PETTUS, GO W 1.35 MILES TO A T-ROAD, GO N 0.55 MILE TO A W
 AN2190'ROAD, GO W 2.75 MILES (WITH A JOG TO THE N) TO A T-ROAD, GO N
 AN2190'0.10 MILE TO A W ROAD, GO W 1.65 MILE TO A T-ROAD, GO N 0.50
 AN2190'MILE TO A T-ROAD, GO W 0.40 MILE TO A N ROAD, GO N 0.75 MILE TO
 AN2190'STATION AT TOP OF RIDGE ABOUT 2000 FEET E OF ROAD AT THIS POINT.
 AN2190
 AN2190                          STATION RECOVERY (1938)
 AN2190
 AN2190'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 AN2190'WAS UNABLE TO RECOVER.
 AN2190
 AN2190                          STATION RECOVERY (1952)
 AN2190
 AN2190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2190'THE STATION WAS RECOVERED AS DESCRIBED AND BOTH THE STATION
 AN2190'MARK AND THE REFERENCE MARK WERE FOUND TO BE IN GOOD CONDITION.
 AN2190'DUE TO THE FACT THAT THE ORIGINAL DESCRIPTION IS NOW OBSOLETE,
 AN2190'AND THAT TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK HAVE BEEN
 AN2190'SET, A COMPLETE NEW DESCRIPTION FOLLOWS.
 AN2190'
 AN2190'THE STATION IS ABOUT 17 MILES AIR LINE NORTH-NORTHWEST OF
 AN2190'BEEVILLE.  7 MILES EAST-SOUTHEAST OF PAWNEE.  6 MILES WEST OF
 AN2190'PETTUS.  2 MILES SOUTH OF FARM ROAD 798.  1/2 MILE NORTHWEST
 AN2190'OF A SMALL LAKE AND ON THE HIGHEST PART OF A BRUSH COVERED HILL
 AN2190'WHICH IS COMPARATIVELY BARE ON THE TOP.
 AN2190'
 AN2190'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 181 AND
 AN2190'FARM ROAD 623 IN PETTUS, GO WESTERLY ON FARM ROAD 623 FOR 1.5
 AN2190'MILES TO A POINT WHERE FARM ROAD 623 CURVES SOUTH.  TURN RIGHT,
 AN2190'NORTH, FOR 0.55 MILE TO A T-ROAD WEST.  TURN LEFT, WEST, ON
 AN2190'THE DIRT ROAD AND GO 1.3 MILES TO A POINT WHERE THE ROAD TURNS
 AN2190'NORTH.  FOLLOW THE ROAD NORTH FOR 0.3 MILE, THEN WEST 1.2 MILES
 AN2190'TO A T-ROAD.  TURN NORTH, RIGHT, FOR 0.1 MILE.  THEN LEFT,
 AN2190'WEST, 1.0 MILE TO A Y.  KEEP RIGHT FORK AND GO NORTH 0.1 MILE.
 AN2190'THEN WEST 0.5 MILE TO A CROSS ROAD.  TURN RIGHT AND GO NORTH
 AN2190'0.6 MILE TO A T-ROAD.  FROM THIS POINT THE STATION CAN BE
 AN2190'REACHED BY GOING LEFT, WEST, FOR 0.4 MILE, THEN NORTH FOR
 AN2190'0.75 MILE TO THE END OF TRUCK TRAVEL.  PACK EASTERLY ABOUT 0.3
 AN2190'MILE TO THE HIGHEST PART OF THE BRUSH COVERED RIDGE AND THE
 AN2190'STATION.  TO DRIVE TO THE STATION FROM THE T-ROAD TURN
 AN2190'RIGHT, EAST FOR 0.2 MILE TO A GATE ON THE LEFT.  TURN NORTH
 AN2190'THROUGH THE GATE AND GO ABOUT 60 YARDS TO AN OLD HOUSE, PASS
 AN2190'TO THE LEFT OF THE HOUSE AND BEAR LEFT FOR ABOUT 50 YARDS TO
 AN2190'A GATE.  GO THROUGH THE GATE AND FOLLOW THE DIM TRACK ROAD
 AN2190'ABOUT 100 YARDS TO TWO LIVE OAK TREES ABOUT 25 YARDS APART ON
 AN2190'THE RIGHT, AND THE AZIMUTH MARK ABOUT 25 YARDS TO THE LEFT,
 AN2190'SOUTHWEST OF THE TRACK ROAD.  CONTINUE NORTHWESTERLY FOR
 AN2190'0.35 MILE TO THE THICK BRUSH AT THE BASE OF THE KNOLL AND A
 AN2190'POINT WHERE THE BRUSH HAS BEEN CLEARED ENOUGH TO MAKE A TRAIL
 AN2190'PASSABLE FOR A TRUCK.  FOLLOW THIS TRAIL FOR 0.2 MILE TO THE
 AN2190'TOP OF THE KNOLL AND THE STATION.
 AN2190'
 AN2190'THE STATION MARK IS A NAIL SET IN THE CENTER OF AN IRON PIPE
 AN2190'FILLED WITH CONCRETE AND THE IRON PIPE IS SURROUNDED BY A MASS
 AN2190'OF CONCRETE ABOUT 20 INCHES IN DIAMETER AND PROJECTING 1 INCH,
 AN2190'WITH THE LETTERS U.S C AND G S 1904 PRINTED IN THE CONCRETE.
 AN2190'THE MARK IS 85 YARDS NORTH OF A LONE TREE ON THE SOUTH SLOPE OF
 AN2190'THE HILL.
 AN2190'
 AN2190'REFERENCE MARK NO. 1 IS A NAIL SET IN THE CENTER OF AN IRON PIPE
 AN2190'FILLED WITH CONCRETE AND THE IRON PIPE IS SURROUNDED BY A MASS
 AN2190'OF CONCRETE 1 FOOT IN DIAMETER AND PROJECTS 1 INCH, WITH THE
 AN2190'LETTERS U S C AND G S 1904 PRINTED IN THE CONCRETE, BUT THE
 AN2190'PRINTING IS NOT AS PLAIN AS ON THE STATION MARK.
 AN2190'
 AN2190'REFERENCE MARK NO. 2, STAMPED BORROUM 1904 NO 2 1952, IS A
 AN2190'BRONZE DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES
 AN2190'AND IS 1 FOOT LOWER THAN THE STATION.
 AN2190'
 AN2190'REFERENCE MARK NO. 3, STAMPED BORROUM 1904 NO 3 1952, IS A
 AN2190'BRONZE DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 3 INCHES
 AN2190'AND IS 18 INCHES LOWER THAN THE STATION.
 AN2190'
 AN2190'THE AZIMUTH MARK, STAMPED BORROUM 1904 1952, IS A BRONZE DISK
 AN2190'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 50
 AN2190'YARDS NORTH OF THE NORTH END OF A SMALL LAKE.  40 YARDS WEST OF
 AN2190'THE SOUTH ONE OF THE TWO LARGE LIVE OAK TREES WHICH ARE ABOUT
 AN2190'25 YARDS APART.  9 YARDS EAST OF A LARGE CACTUS AND 4 FEET
 AN2190'EAST OF A WHITE WITNESS POST.
 AN2190
 AN2190                          STATION RECOVERY (1953)
 AN2190
 AN2190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2190'ALL MARKS IN GOOD CONDITION AND RECOVERED AS DESCRIBED.
 AN2190
 AN2190                          STATION RECOVERY (1963)
 AN2190
 AN2190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2190'STATION AND REFERENCE MARKS NO. 1, 2, AND 3 WERE RECOVERED IN
 AN2190'GOOD CONDITION AS DESCRIBED.
 AN2190'
 AN2190'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.  WE FOUND
 AN2190'THE EASIEST ACCESS TO STATION WAS BY PACKING 0.3 MILES FROM
 AN2190'ROAD AS DESCRIBED IN DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1248 ***********************************************************************
 DM1248  DESIGNATION -  BOSTON BOWIE COUNTY CTHSE TWR
 DM1248  PID         -  DM1248
 DM1248  STATE/COUNTY-  TX/BOWIE
 DM1248  USGS QUAD   -  NEW BOSTON (1975)
 DM1248
 DM1248                         *CURRENT SURVEY CONTROL
 DM1248  ___________________________________________________________________
 DM1248* NAD 83(1993)-  33 26 32.32253(N)    094 25 19.26761(W)     ADJUSTED  
 DM1248* NAVD 88     -                                                        
 DM1248  ___________________________________________________________________
 DM1248  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DM1248  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM1248
 DM1248  HORZ ORDER  -  THIRD
 DM1248
 DM1248.The horizontal coordinates were established by classical geodetic methods
 DM1248.and adjusted by the National Geodetic Survey in February 1996..
 DM1248
 DM1248
 DM1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1248
 DM1248.The geoid height was determined by GEOID03.
 DM1248
 DM1248;                    North         East     Units Scale Factor Converg.
 DM1248;SPC TXNC     - 2,204,261.045   979,052.823   MT  0.99989579   +2 13 26.8
 DM1248;SPC TXNC     - 7,231,813.11  3,212,109.14   sFT  0.99989579   +2 13 26.8
 DM1248;UTM  15      - 3,701,227.468   367,822.336   MT  0.99981540   -0 47 01.6
 DM1248
 DM1248                          SUPERSEDED SURVEY CONTROL
 DM1248
 DM1248  NAD 83(1993)-  33 26 32.32128(N)    094 25 19.26796(W) AD(       ) 4
 DM1248  NAD 83(1986)-  33 26 32.32633(N)    094 25 19.24970(W) AD(       ) 4
 DM1248  NAD 27      -  33 26 31.89900(N)    094 25 18.52500(W) AD(       ) 3
 DM1248
 DM1248.Superseded values are not recommended for survey control.
 DM1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1248.See file dsdata.txt to determine how the superseded data were derived.
 DM1248
 DM1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6782201227(NAD 83)
 DM1248_MARKER: 55 = TOWER
 DM1248
 DM1248  HISTORY     - Date     Condition        Report By
 DM1248  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1248  HISTORY     - 1956     MARK NOT FOUND   CGS
 DM1248  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1248
 DM1248                          STATION DESCRIPTION
 DM1248
 DM1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1248'THIS INTERSECTION STATION IS THE TOWER ON THE BOWIE COUNTY
 DM1248'COURTHOUSE, IN THE VILLAGE OF BOSTON, TEXAS.  IT IS ON THE
 DM1248'NW CORNER OF THE RED BRICK BUILDING, ABOUT 140 FEET N OF
 DM1248'STATE HIGHWAY 98, AND ABOUT 95 FEET E OF THE CENTER LINE
 DM1248'OF GIEST ROAD.  THE COURTHOUSE WAS ERECTED IN 1891 AND THE
 DM1248'TOWER IS FAIRLY PROMINENT.
 DM1248'
 DM1248'THE LOWER SECTION OF THE TOWER IS AN OCTAGONAL BRICK STRUCTURE
 DM1248'RISING UP THE SIDE OF THE CORNER OF THE COURTHOUSE ABOUT
 DM1248'60 FEET.  THERE IS A BLACK LEDGE AROUND THE TOP.  ON TOP
 DM1248'OF THIS SECTION, THERE IS A SMALLER OCTAGONAL RED BRICK TOWER
 DM1248'ABOUT 25 FEET HIGH, WITH WHITE ARCHED GLAZED WINDOWS ON
 DM1248'EACH OF THE FACES.  THE HEAVILY-RIBBED, OCTAGONAL DOME-SHAPED
 DM1248'ROOF, ABOUT 20 FEET HIGH, HAS A ROUND GLAZED DORMER WINDOWS
 DM1248'ON THE N, E, S, AND W SIDES.  THERE IS A KNOB AT THE APEX.
 DM1248'THE TOTAL HEIGHT IS ABOUT 105 FEET.
 DM1248
 DM1248                          STATION RECOVERY (1956)
 DM1248
 DM1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1248'DID NOT RECOVER STATION.  THE TOWER HAS BEEN DISMANTLED AND
 DM1248'THE OCTAGON BASE MADE FLUSH WITH THE ROOF OF THE COURTHOUSE.
 DM1248
 DM1248                          STATION RECOVERY (1997)
 DM1248
 DM1248'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2578 ***********************************************************************
 CS2578  DESIGNATION -  BOTTOM
 CS2578  PID         -  CS2578
 CS2578  STATE/COUNTY-  TX/VAN ZANDT
 CS2578  USGS QUAD   -  CEDARVALE (1981)
 CS2578
 CS2578                         *CURRENT SURVEY CONTROL
 CS2578  ___________________________________________________________________
 CS2578* NAD 83(1993)-  32 33 14.69962(N)    096 02 54.31051(W)     ADJUSTED  
 CS2578* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 CS2578  ___________________________________________________________________
 CS2578  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CS2578  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS2578
 CS2578  HORZ ORDER  -  SECOND
 CS2578
 CS2578.The horizontal coordinates were established by classical geodetic methods
 CS2578.and adjusted by the National Geodetic Survey in February 1996..
 CS2578
 CS2578.The orthometric height was scaled from a topographic map.
 CS2578
 CS2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2578
 CS2578.The geoid height was determined by GEOID03.
 CS2578
 CS2578;                    North         East     Units Scale Factor Converg.
 CS2578;SPC TXNC     - 2,101,092.401   830,211.995   MT  0.99991007   +1 20 13.5
 CS2578;SPC TXNC     - 6,893,333.99  2,723,787.19   sFT  0.99991007   +1 20 13.5
 CS2578;UTM  14      - 3,605,697.761   777,154.935   MT  1.00054733   +1 35 21.3
 CS2578;UTM  15      - 3,605,954.297   213,748.237   MT  1.00061054   -1 38 29.2
 CS2578
 CS2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2578!SPC TXNC     -   0.99998217  x   0.99991007  =   0.99989224
 CS2578!UTM  14      -   0.99998217  x   1.00054733  =   1.00052949
 CS2578!UTM  15      -   0.99998217  x   1.00061054  =   1.00059270
 CS2578
 CS2578|---------------------------------------------------------------------|
 CS2578| PID    Reference Object                     Distance      Geod. Az  |
 CS2578|                                                           dddmmss.s |
 CS2578| CX9833 BOTTOM RM 1                          59.506 METERS 05616     |
 CS2578| CX9832 BOTTOM AZ MK                                       0914355.9 |
 CS2578| CS2580 BOTTOM 2                              9.995 METERS 19402     |
 CS2578| CX9834 BOTTOM RM 2                          62.734 METERS 31332     |
 CS2578|---------------------------------------------------------------------|
 CS2578
 CS2578                          SUPERSEDED SURVEY CONTROL
 CS2578
 CS2578  NAD 83(1986)-  32 33 14.70715(N)    096 02 54.29541(W) AD(       ) 2
 CS2578  NAD 27      -  32 33 14.21800(N)    096 02 53.40000(W) AD(       ) 2
 CS2578
 CS2578.Superseded values are not recommended for survey control.
 CS2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2578.See file dsdata.txt to determine how the superseded data were derived.
 CS2578
 CS2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7715505698(NAD 83)
 CS2578_MARKER: DS = TRIANGULATION STATION DISK
 CS2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2578_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2578
 CS2578  HISTORY     - Date     Condition        Report By
 CS2578  HISTORY     - 1949     MONUMENTED       CGS
 CS2578  HISTORY     - 1952     SEE DESCRIPTION  CGS
 CS2578  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CS2578
 CS2578                          STATION DESCRIPTION
 CS2578
 CS2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2578'STATION IS LOCATED ABOUT 15 MILES EAST OF KAUFMAN AND 11
 CS2578'MILES WEST OF CANTON AND ON THE RIGHT-OF-WAY OF STATE ROUTE
 CS2578'243.  IT IS 51 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 CS2578'OF THE HIGHWAY, 115 FEET NORTHEAST OF A TRANSFORMER-POLE
 CS2578'THAT IS ABOUT 100 FEET NORTHEAST OF A LARGE FARMHOUSE.  THE
 CS2578'MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED, BOTTOM
 CS2578'1949.
 CS2578'
 CS2578'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION,
 CS2578'71 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 18 INCHES
 CS2578'SOUTH OF THE RIGHT-OF-WAY FENCE LINE AND 74 FEET WEST OF
 CS2578'THE APPROXIMATE CENTERLINE OF A SIDE ROAD.  THE MARK PROJECTS
 CS2578'ABOUT 6 INCHES AND THE DISC IS STAMPED, BOTTOM NO 1 1949.
 CS2578'
 CS2578'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION,
 CS2578'81 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY
 CS2578'AND 15 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK
 CS2578'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED, BOTTOM NO
 CS2578'2 1949.
 CS2578'
 CS2578'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF STATE ROUTE 243,
 CS2578'59 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY,
 CS2578'3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE AND 2 FEET WEST
 CS2578'OF AN UNPAINTED WITNESS POST.  THE MARK IS FLUSH WITH THE
 CS2578'GROUND AND THE DISC IS STAMPED, BOTTOM 1949.
 CS2578'
 CS2578'THE STATION WAS REACHED FROM THE JUNCTION OF STATE ROUTES
 CS2578'243 AND 34 AT THE NORTH EAST EDGE OF KAUFMAN, BY GOING EAST ON
 CS2578'STATE ROUTE 243 FOR 15 MILES (PASSING THRU THE VILLAGE OF
 CS2578'CEDARVALE AT ABOUT 12 MILES) TO THE TOP OF A GRADE AND THE
 CS2578'STATION SITE ON THE RIGHT AS DESCRIBED ABOVE.
 CS2578'
 CS2578'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 CS2578'243 FOR 0.45 MILE TO THE MARK ON THE LEFT AS DESCRIBED ABOVE.
 CS2578'
 CS2578'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2578
 CS2578                          STATION RECOVERY (1952)
 CS2578
 CS2578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (BHR)
 CS2578'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS2578'DESCRIBED.  DUE TO HIGHWAY CONSTRUCTION, THE STATION WAS
 CS2578'DESTROYED AFTER BOTTOM 2 WAS ESTABLISHED IN THE NEAR VICINITY.
 CS2578'THE AZIMUTH MARK AND THE TWO REFERENCE MARKS WERE NOT DISTURBED
 CS2578'AND ARE TIED TO BOTTOM 2 FOR REFERENCE.  THE SUBSURFACE
 CS2578'MARK WAS NOT REMOVED AND MAY NOT BE DESTROYED WHEN THE
 CS2578'EXCAVATION IS COMPLETED.  FOR THIS REASON THE STAMPING ON THE
 CS2578'REFERENCE MARKS WAS NOT ALTERED TO INDICATE BOTTOM 2, 1952
 CS2578
 CS2578                          STATION RECOVERY (1995)
 CS2578
 CS2578'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2580 ***********************************************************************
 CS2580  DESIGNATION -  BOTTOM 2
 CS2580  PID         -  CS2580
 CS2580  STATE/COUNTY-  TX/VAN ZANDT
 CS2580  USGS QUAD   -  CEDARVALE (1981)
 CS2580
 CS2580                         *CURRENT SURVEY CONTROL
 CS2580  ___________________________________________________________________
 CS2580* NAD 83(1993)-  32 33 14.38485(N)    096 02 54.40345(W)     ADJUSTED  
 CS2580* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 CS2580  ___________________________________________________________________
 CS2580  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CS2580  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS2580
 CS2580  HORZ ORDER  -  THIRD
 CS2580
 CS2580.The horizontal coordinates were established by classical geodetic methods
 CS2580.and adjusted by the National Geodetic Survey in February 1996..
 CS2580.No horizontal observational check was made to the station.
 CS2580
 CS2580.The orthometric height was scaled from a topographic map.
 CS2580
 CS2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2580
 CS2580.The geoid height was determined by GEOID03.
 CS2580
 CS2580;                    North         East     Units Scale Factor Converg.
 CS2580;SPC TXNC     - 2,101,082.652   830,209.797   MT  0.99991009   +1 20 13.4
 CS2580;SPC TXNC     - 6,893,302.00  2,723,779.98   sFT  0.99991009   +1 20 13.4
 CS2580;UTM  14      - 3,605,687.996   777,152.779   MT  1.00054731   +1 35 21.2
 CS2580;UTM  15      - 3,605,944.669   213,745.534   MT  1.00061056   -1 38 29.3
 CS2580
 CS2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2580!SPC TXNC     -   0.99998264  x   0.99991009  =   0.99989273
 CS2580!UTM  14      -   0.99998264  x   1.00054731  =   1.00052994
 CS2580!UTM  15      -   0.99998264  x   1.00061056  =   1.00059319
 CS2580
 CS2580|---------------------------------------------------------------------|
 CS2580| PID    Reference Object                     Distance      Geod. Az  |
 CS2580|                                                           dddmmss.s |
 CS2580| CS2578 BOTTOM                                9.995 METERS 01402     |
 CS2580| CX9833 BOTTOM RM 1                          42.983 METERS 05029     |
 CS2580| CX9832 BOTTOM AZ MK                                       0905701.7 |
 CS2580| CX9834 BOTTOM RM 2                          68.290 METERS 32048     |
 CS2580|---------------------------------------------------------------------|
 CS2580
 CS2580                          SUPERSEDED SURVEY CONTROL
 CS2580
 CS2580  NAD 83(1986)-  32 33 14.39238(N)    096 02 54.38835(W) AD(       ) 3
 CS2580  NAD 27      -  32 33 13.90300(N)    096 02 53.49300(W) AD(       ) 3
 CS2580
 CS2580.Superseded values are not recommended for survey control.
 CS2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2580.See file dsdata.txt to determine how the superseded data were derived.
 CS2580
 CS2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7715305688(NAD 83)
 CS2580_MARKER: DS = TRIANGULATION STATION DISK
 CS2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2580_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2580
 CS2580  HISTORY     - Date     Condition        Report By
 CS2580  HISTORY     - 1952     MONUMENTED       CGS
 CS2580  HISTORY     - 19950912 GOOD             USPSQD
 CS2580
 CS2580                          STATION DESCRIPTION
 CS2580
 CS2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (BHR)
 CS2580'STATION IS LOCATED ABOUT 15 MILES EAST OF KAUFMAN AND 11
 CS2580'MILES WEST OF CANTON AND ON THE RIGHT-OF-WAY OF STATE ROUTE
 CS2580'243.  IT IS ABOUT 84 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 CS2580'OF THE HIGHWAY, 2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE
 CS2580'AND AT THE TOP OF A CUT IN THE HIGHWAY, ON THE HIGHEST POINT
 CS2580'IN THE VICINITY.  IT IS NORTHEAST OF AN OLD BARNYARD.  THE
 CS2580'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BOTTOM
 CS2580'2 1952.
 CS2580'
 CS2580'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM THE STATION,
 CS2580'APPROXIMATELY 70 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 CS2580'AND 75 FEET WEST OF THE CENTERLINE OF A SIDE ROAD.  IT IS
 CS2580'ABOUT 10 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  THE
 CS2580'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BOTTOM
 CS2580'NO 1 1949.  THE ARROW POINTS SLIGHTLY TO THE RIGHT OF THE
 CS2580'1952 STATION.
 CS2580'
 CS2580'REFERENCE MARK NO.2 IS ACROSS THE HIGHWAY FROM THE STATION,
 CS2580'APPROXIMATELY 80 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 CS2580'AND IS ABOUT 15 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 CS2580'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 CS2580'BOTTOM NO.2 1949.
 CS2580'
 CS2580'THE AZIMUTH MARK IS ALONG THE NORTH RIGHT-OF-WAY FENCE LINE
 CS2580'OF THE HIGHWAY, 59 FT. NORTH OF THE APPROXIMATE CENTERLINE,
 CS2580'3 FT. SOUTH OF THE RIGHT-OF-WAY FENCE AND 2 FT. WEST OF
 CS2580'A WHITE 4X4 WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 CS2580'IS STAMPED BOTTOM 1949.
 CS2580'
 CS2580'TO REACH THE STATION FROM KAUFMAN.  GO EAST ON HIGHWAY NO.
 CS2580'243 FROM THE JUNCTION WITH HIGHWAY NO.34 NEAR THE NORTH
 CS2580'SIDE OF TOWN, 15 MILES TO THE TOP OF THE GRADE AND THE STATION
 CS2580'ON THE RIGHT.  THIS IS 3 MILES EAST OF THE SMALL SETTLEMENT
 CS2580'OF CEDARVALE.
 CS2580
 CS2580                          STATION RECOVERY (1995)
 CS2580
 CS2580'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2591 ***********************************************************************
 AX2591  DESIGNATION -  BOTTS
 AX2591  PID         -  AX2591
 AX2591  STATE/COUNTY-  TX/GONZALES
 AX2591  USGS QUAD   -  GONZALES NORTH (1981)
 AX2591
 AX2591                         *CURRENT SURVEY CONTROL
 AX2591  ___________________________________________________________________
 AX2591* NAD 83(1993)-  29 35 00.46805(N)    097 27 09.67734(W)     ADJUSTED  
 AX2591* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 AX2591  ___________________________________________________________________
 AX2591  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AX2591  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AX2591
 AX2591  HORZ ORDER  -  FIRST
 AX2591
 AX2591.The horizontal coordinates were established by classical geodetic methods
 AX2591.and adjusted by the National Geodetic Survey in February 1996..
 AX2591
 AX2591.The orthometric height was scaled from a topographic map.
 AX2591
 AX2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2591
 AX2591.The geoid height was determined by GEOID03.
 AX2591
 AX2591;                    North         East     Units Scale Factor Converg.
 AX2591;SPC TXSC     - 4,194,952.699   749,890.427   MT  0.99987262   +0 45 29.0
 AX2591;SPC TXSC     -13,762,940.65  2,460,265.51   sFT  0.99987262   +0 45 29.0
 AX2591;UTM  14      - 3,273,630.352   649,863.336   MT  0.99987712   +0 45 50.5
 AX2591
 AX2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2591!SPC TXSC     -   0.99998388  x   0.99987262  =   0.99985650
 AX2591!UTM  14      -   0.99998388  x   0.99987712  =   0.99986100
 AX2591
 AX2591:                Primary Azimuth Mark                     Grid Az
 AX2591:SPC TXSC     -  WAELDER MUNICIPAL TANK                   049 30 08.7
 AX2591:UTM  14      -  WAELDER MUNICIPAL TANK                   049 29 47.2
 AX2591
 AX2591|---------------------------------------------------------------------|
 AX2591| PID    Reference Object                     Distance      Geod. Az  |
 AX2591|                                                           dddmmss.s |
 AX2591| AX2586 WAELDER MUNICIPAL TANK              APPROX.19.1 KM 0501537.7 |
 AX2591| CV4320 BOTTS RM 1                           25.649 METERS 10231     |
 AX2591| CV4322 BOTTS RM 3                           42.879 METERS 13229     |
 AX2591| AX2592 GONZALES MUNICIPAL TANK             APPROX. 7.8 KM 1823102.7 |
 AX2591| CV4324 BOTTS AZ MK 2                                      1841351.7 |
 AX2591| CV4323 BOTTS RM 4                           43.605 METERS 18510     |
 AX2591| CV4321 BOTTS RM 2                           22.945 METERS 18948     |
 AX2591| CV4319 BOTTS AZ MK                                        2000843.3 |
 AX2591|---------------------------------------------------------------------|
 AX2591
 AX2591                          SUPERSEDED SURVEY CONTROL
 AX2591
 AX2591  NAD 83(1986)-  29 35 00.47581(N)    097 27 09.66882(W) AD(       ) 1
 AX2591  NAD 27      -  29 34 59.63400(N)    097 27 08.69200(W) AD(       ) 1
 AX2591
 AX2591.Superseded values are not recommended for survey control.
 AX2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2591.See file dsdata.txt to determine how the superseded data were derived.
 AX2591
 AX2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT4986373630(NAD 83)
 AX2591_MARKER: DS = TRIANGULATION STATION DISK
 AX2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2591
 AX2591  HISTORY     - Date     Condition        Report By
 AX2591  HISTORY     - 1943     MONUMENTED       CGS
 AX2591  HISTORY     - 1963     GOOD             CGS
 AX2591  HISTORY     - 1971     SEE DESCRIPTION  NGS
 AX2591
 AX2591                          STATION DESCRIPTION
 AX2591
 AX2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2591'STATION IS LOCATED ABOUT 5 MILES N OF GONZALES, 7 MILES S BY E OF
 AX2591'HARWOOD, AND 12 MILES SW OF WAELDER, ON LAND OWNED BY MR.
 AX2591'BENNETT BOTTS.  STATION IS LOCATED ABOUT 0.2 MILE NE OF MR. BOTTS
 AX2591'HOUSE IN A MESQUITE GROVE, 125 FEET N OF AN E-W FENCE LINE
 AX2591'AND 20 FEET N OF A FARM ROAD.  MARK IS STAMPED BOTTS 1943 AND
 AX2591'PROJECTS ABOUT 4 INCHES.
 AX2591'
 AX2591'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2591'DISKS SET IN CONCRETE.
 AX2591'
 AX2591'REFERENCE MARK NO. 1 IS ESE OF THE STATION 20 FEET S OF THE
 AX2591'FARM ROAD AND 50 FEET N OF THE FENCE LINE.  MARK IS STAMPED
 AX2591'BOTTS NO. 1 1943 AND PROJECTS ABOUT 3 INCHES.
 AX2591'
 AX2591'REFERENCE MARK NO. 2 IS SSW OF THE STATION 35 FEET N OF THE
 AX2591'E-W FENCE LINE AND 25 FEET S OF THE FARM ROAD.  MARK IS STAMPED
 AX2591'BOTTS NO. 2 1943 AND PROJECTS ABOUT 4 INCHES.
 AX2591'
 AX2591'AZIMUTH MARK IS ABOUT 0.45 MILE SW OF THE STATION, 150 FEET
 AX2591'E OF THE RAILROAD, AND 15 FEET E OF THE DIRT ROAD TO THE STATION.
 AX2591'MARK IS STAMPED BOTTS 1943 AND PROJECTS ABOUT 3 INCHES.
 AX2591'
 AX2591'TO REACH THE STATION FROM THE POST OFFICE IN GONZALES GO E 1
 AX2591'BLOCK TO N ST. PAUL STREET, TURN LEFT AND GO 5.25 MILES TO A
 AX2591'RIGHT FORKS, TAKE RIGHT FORK AND GO 0.55 MILE TO A RAILROAD
 AX2591'CROSSING AND AZIMUTH MARK ON THE RIGHT AT THE TURN LEFT AFTER
 AX2591'CROSSING THE TRACKS.  CONTINUE ON THE FARM ROAD FOR 0.2 MILE TO A
 AX2591'FORKS, TAKE LEFT FORK AND GO 0.1 MILE TO A WIRE GATE, PASS
 AX2591'THROUGH THE GATE AND CONTINUE ON TRAIL ROAD FOR 0.2 MILE
 AX2591'(KEEPING ALL RIGHT TURNS) TO THE STATION ON THE LEFT.
 AX2591'
 AX2591'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX2591
 AX2591                          STATION RECOVERY (1963)
 AX2591
 AX2591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2591'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 AX2591'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK HAS BEEN DESTROYED.
 AX2591'THE DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2591
 AX2591                          STATION RECOVERY (1971)
 AX2591
 AX2591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AX2591'THE SURFACE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND
 AX2591'THE AZIMUTH MARK WERE FOUND DESTROYED.  THE UNDERGROUND STATION
 AX2591'MARK WAS FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK,
 AX2591'AND REFERENCE MARKS NO. 1 AND NO. 2 WERE PUSHED OVER DURING RECENT
 AX2591'LAND CLEARING OPERATIONS.  THE AZIMUTH MARK HAD EVIDENTLY BEEN
 AX2591'PUSHED OVER BY HEAVY EQUIPMENT.  THE UNDERGROUND STATION MARK
 AX2591'WAS LOWERED AND THE TOP STATION MARK WAS SET 18-INCHES BELOW
 AX2591'GROUND SURFACE.  REFERENCE MARKS NO. 3 AND NO. 4, AND A NEW
 AX2591'AZIMUTH MARK WERE SET.
 AX2591'
 AX2591'A NEW DESCRIPTION FOLLOWS--
 AX2591'
 AX2591'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF GONZALES,
 AX2591'AND 3/4 MILE EAST OF FARM ROAD 794 (HARWOOD ROAD), IN A
 AX2591'CULTIVATED FIELD ON PROPERTY OWNED BY MR. A.P. BREITSCHOPF.
 AX2591'THE AZIMUTH MARK IS ON PROPERTY OWNED BY MR. H.W. HENDERSHOT.
 AX2591'
 AX2591'THE STATION MARK IS A STANDARD DISK STAMPED BOTTS 1943 1971, SET
 AX2591'IN AN IRREGULAR SHAPED MASS OF CONCRETE 18-INCHES BELOW GROUND
 AX2591'SURFACE.  IT IS 246 FEET NORTH-NORTHEAST OF THE CENTER OF A
 AX2591'4 X 4-FOOT SQUARE WELL HOUSE, 210 FEET NORTH OF THE NORTHEAST
 AX2591'CORNER OF A POLE BARN, 126.5 FEET NORTH-NORTHWEST OF A FENCE
 AX2591'LINE.  REFERENCE MARK NO. 4 WAS SET NEARLY ON LINE FROM THE
 AX2591'STATION MARK TO THE GONZALES MUNICIPAL STANDPIPE.
 AX2591'
 AX2591'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BOTTS 1943
 AX2591'NO 3 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AX2591'3-INCHES.  IT IS 12 FEET NORTHWEST OF THE CENTER OF FIELD ROAD,
 AX2591'0.5 FOOT SOUTHEAST OF THE FENCE LINE, AND 1.1 FEET SOUTHWEST
 AX2591'OF A METAL WITNESS POST.
 AX2591'
 AX2591'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BOTTS 1943 NO
 AX2591'4 1971, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 AX2591'IT IS 122 FEET NORTHEAST OF THE WELL HOUSE, 76 FEET NORTH-NORTHEAST
 AX2591'OF THE NORTHEAST CORNER OF THE POLE BARN, 12 FEET NORTHWEST OF
 AX2591'THE CENTER OF THE FIELD ROAD, 0.5 FEET SOUTHEAST OF THE FENCE
 AX2591'LINE, AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
 AX2591'
 AX2591'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOTTS 1943 1971, SET
 AX2591'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS
 AX2591'157 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A PASTURE, 20
 AX2591'FEET NORTHWEST OF THE CENTER OF A FIELD ROAD, 0.5 FOOT NORTHWEST
 AX2591'OF THE FENCE LINE, AND 1.3 FEET SOUTHWEST OF A METAL WITNESS
 AX2591'POST.
 AX2591'
 AX2591'TO REACH THE STATION FROM THE EAST SIDE OF THE GONZALES COUNTY
 AX2591'COURTHOUSE IN GONZALES, GO NORTH ON ST PAUL STREET FOR 1.1 MILES
 AX2591'TO THE INTERSECTION WITH ALTERNATE U.S. HIGHWAY 90 (ONE BLOCK
 AX2591'EAST OF THE INTERSECTION OF ALTERNATE U.S. HIGHWAY 90 AND U.S.
 AX2591'HIGHWAY 183 AT THE NORTH EDGE OF GONZALES), CROSS THE HIGHWAY
 AX2591'AND CONTINUE NORTHERLY ON FARM ROAD 794 FOR 4.2 MILES TO A
 AX2591'GRAVELED SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON THE
 AX2591'GRAVELED ROAD FOR 0.55 MILE TO A RAILROAD CROSSING AND TWO
 AX2591'METAL GATES, CROSS THE TRACK AND GO THRU THE GATE STRAIGHT
 AX2591'AHEAD (EAST), FOLLOW FIELD ROAD ALONG SOUTH SIDE OF FENCE
 AX2591'FOR 0.15 MILE TO A FENCE CORNER JUST AFTER PASSING THE
 AX2591'AZIMUTH MARK ON THE LEFT AS DESCRIBED, TURN LEFT AROUND FENCE
 AX2591'CORNER AND GO NORTHERLY ON FIELD ROAD ALONG EAST SIDE OF
 AX2591'FENCE, FOR 0.25 MILE TO A METAL GATE, GO THRU THE GATE AND
 AX2591'FOLLOW THE ROAD NORTH AND EAST FOR 0.1 MILE TO THE POLE BARN ON
 AX2591'THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.  THERE IS AN
 AX2591'OLD HOUSE AND 4 LARGE BROODER HOUSES ABOUT 0.2 MILES SOUTHWEST OF
 AX2591'THE STATION.
 AX2591'
 AX2591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 AX2591'NORTH OF GONZALES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0464 ***********************************************************************
 BQ0464  DESIGNATION -  BOULDER
 BQ0464  PID         -  BQ0464
 BQ0464  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0464  USGS QUAD   -  BENNETT RANCH (1972)
 BQ0464
 BQ0464                         *CURRENT SURVEY CONTROL
 BQ0464  ___________________________________________________________________
 BQ0464* NAD 83(1993)-  30 36 30.07956(N)    104 52 59.65938(W)     ADJUSTED  
 BQ0464* NAVD 88     -      1141.     (meters)    3743.     (feet)  SCALED    
 BQ0464  ___________________________________________________________________
 BQ0464  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 BQ0464  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 BQ0464
 BQ0464  HORZ ORDER  -  FIRST
 BQ0464
 BQ0464.The horizontal coordinates were established by classical geodetic methods
 BQ0464.and adjusted by the National Geodetic Survey in February 1996..
 BQ0464
 BQ0464.The orthometric height was scaled from a topographic map.
 BQ0464
 BQ0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0464
 BQ0464.The geoid height was determined by GEOID03.
 BQ0464
 BQ0464;                    North         East     Units Scale Factor Converg.
 BQ0464;SPC TX C     - 3,113,311.823   263,861.915   MT  0.99990512   -2 20 36.5
 BQ0464;SPC TX C     -10,214,257.21    865,686.97   sFT  0.99990512   -2 20 36.5
 BQ0464;SPC TXSC     - 4,321,759.156    36,018.268   MT  1.00011008   -2 52 56.2
 BQ0464;SPC TXSC     -14,178,971.50    118,169.93   sFT  1.00011008   -2 52 56.2
 BQ0464;UTM  13      - 3,386,205.000   511,192.039   MT  0.99960155   +0 03 34.0
 BQ0464
 BQ0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0464!SPC TX C     -   0.99982442  x   0.99990512  =   0.99972956
 BQ0464!SPC TXSC     -   0.99982442  x   1.00011008  =   0.99993448
 BQ0464!UTM  13      -   0.99982442  x   0.99960155  =   0.99942604
 BQ0464
 BQ0464|---------------------------------------------------------------------|
 BQ0464| PID    Reference Object                     Distance      Geod. Az  |
 BQ0464|                                                           dddmmss.s |
 BQ0464| CH8445 BOULDER RM 1                         10.190 METERS 20524     |
 BQ0464| CH8444 BOULDER AZ MK                                      2613831.9 |
 BQ0464| CH8446 BOULDER RM 2                         13.750 METERS 28121     |
 BQ0464|---------------------------------------------------------------------|
 BQ0464
 BQ0464                          SUPERSEDED SURVEY CONTROL
 BQ0464
 BQ0464  NAD 83(1986)-  30 36 30.08116(N)    104 52 59.66117(W) AD(       ) 1
 BQ0464  NAD 27      -  30 36 29.56500(N)    104 52 57.89600(W) AD(       ) 1
 BQ0464
 BQ0464.Superseded values are not recommended for survey control.
 BQ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0464.See file dsdata.txt to determine how the superseded data were derived.
 BQ0464
 BQ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP1119286205(NAD 83)
 BQ0464_MARKER: DS = TRIANGULATION STATION DISK
 BQ0464_SETTING: 80 = SET IN A BOULDER
 BQ0464_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BQ0464
 BQ0464  HISTORY     - Date     Condition        Report By
 BQ0464  HISTORY     - 1934     MONUMENTED       CGS
 BQ0464
 BQ0464                          STATION DESCRIPTION
 BQ0464
 BQ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0464'ABOUT 30 MILES SOUTH-SOUTHEAST, AIRLINE, OF VAN HORN, TEXAS,
 BQ0464'ON THE NORTHERLY OF TWIN PEAKS ON THE HIGHEST POINT IN
 BQ0464'VICINITY.  FROM THE STATION THE RIO GRANDE CAN BE SEEN ABOUT
 BQ0464'1.5 MILES TO THE WEST WHERE IT LEADS SOUTHEAST FROM A GAP
 BQ0464'IN THE HILLS ABOUT 3 MILES NORTHWEST OF STATION.
 BQ0464'
 BQ0464'TO REACH FROM VAN HORN, GO SOUTH ON U.S. HIGHWAY 90 FOR
 BQ0464'10.7 MILES TO LOBO, CONTINUE ON U.S. HIGHWAY 90 10.4 MILES
 BQ0464'TO A GRADED ROAD LEADING SOUTH.  THIS ROAD IS 0.9 MILE WEST OF
 BQ0464'CHISPA RAILROAD STATION ON THE SOUTHERN PACIFIC RAILROAD.
 BQ0464'TURN SOUTH ONTO GRADED ROAD AND FOLLOW IT FOR 3.0 MILES TO A
 BQ0464'WELL AND A TANK.  CONTINUE SOUTH ON MAIN ROAD PAST WELL,
 BQ0464'FOLLOWING ALONG OLD RAILROAD FILL 5.7 MILES TO A FORK AND A
 BQ0464'MAIL BOX.  TAKE LEFT FORK STRAIGHT AHEAD FOR 1.2 MILES TO
 BQ0464'ANOTHER FORK AT SIGN OIL WELL LEFT, RIVER ROAD RIGHT.  TAKE
 BQ0464'RIVER ROAD FOR 6.4 MILES PASSING CATTLEGUARD AT 1.2 MILES TO
 BQ0464'THE TOP OF A LOW GRADE.  END OF TRUCK TRAVEL.  FROM HERE
 BQ0464'STATION IS ABOUT 1.0 MILE, AIRLINE, TO THE WEST.  THE BEST
 BQ0464'ROUTE TO THE STATION IS TO BEAR TO THE NORTH, PASSING
 BQ0464'AROUND SEVERAL SMALL CANYONS, THEN GO STRAIGHT WEST
 BQ0464'CROSSING TWO MAIN CANYONS AND UP THE EAST SIDE OF THE
 BQ0464'MAIN PEAK.  ABOUT A 40-MINUTE PACK WITH LOAD.
 BQ0464'
 BQ0464'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BQ0464'DISKS SET IN BOULDERS AS DESCRIBED.
 BQ0464'
 BQ0464'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION, ON SLOPE OF
 BQ0464'PEAK ABOUT 15 FEET LOWER THAN THE STATION.
 BQ0464'
 BQ0464'REFERENCE MARK NO. 2 IS WEST OF STATION ON SLOPE OF PEAK
 BQ0464'ABOUT 10 FEET LOWER THAN STATION.
 BQ0464'
 BQ0464'AZIMUTH MARK IS WEST OF STATION, ON EAST SLOPE OF THE FIRST
 BQ0464'HUMP TO THE WEST.
 BQ0464'
 BQ0464'A 4-FOOT STAND WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0988 ***********************************************************************
 DO0988  DESIGNATION -  BOULDER
 DO0988  PID         -  DO0988
 DO0988  STATE/COUNTY-  TX/YOUNG
 DO0988  USGS QUAD   -  GRAHAM (1981)
 DO0988
 DO0988                         *CURRENT SURVEY CONTROL
 DO0988  ___________________________________________________________________
 DO0988* NAD 83(1993)-  33 02 29.14739(N)    098 32 13.76450(W)     ADJUSTED  
 DO0988* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 DO0988  ___________________________________________________________________
 DO0988  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 DO0988  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DO0988
 DO0988  HORZ ORDER  -  THIRD
 DO0988
 DO0988.The horizontal coordinates were established by classical geodetic methods
 DO0988.and adjusted by the National Geodetic Survey in February 1996..
 DO0988
 DO0988.The orthometric height was scaled from a topographic map.
 DO0988
 DO0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0988
 DO0988.The geoid height was determined by GEOID03.
 DO0988
 DO0988;                    North         East     Units Scale Factor Converg.
 DO0988;SPC TXNC     - 2,152,447.697   596,529.643   MT  0.99987264   -0 01 13.0
 DO0988;SPC TXNC     - 7,061,822.15  1,957,114.34   sFT  0.99987264   -0 01 13.0
 DO0988;UTM  14      - 3,655,975.051   543,216.856   MT  0.99962303   +0 15 08.5
 DO0988
 DO0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0988!SPC TXNC     -   0.99994442  x   0.99987264  =   0.99981707
 DO0988!UTM  14      -   0.99994442  x   0.99962303  =   0.99956748
 DO0988
 DO0988                          SUPERSEDED SURVEY CONTROL
 DO0988
 DO0988  NAD 83(1993)-  33 02 29.15023(N)    098 32 13.75967(W) AD(       ) 3
 DO0988  NAD 83(1986)-  33 02 29.14826(N)    098 32 13.74941(W) AD(       ) 3
 DO0988
 DO0988.Superseded values are not recommended for survey control.
 DO0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0988.See file dsdata.txt to determine how the superseded data were derived.
 DO0988
 DO0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB4321755975(NAD 83)
 DO0988_MARKER: DD = SURVEY DISK
 DO0988_SETTING: 80 = SET IN A BOULDER
 DO0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0988+STABILITY: SURFACE MOTION
 DO0988
 DO0988  HISTORY     - Date     Condition        Report By
 DO0988  HISTORY     - 1923     MONUMENTED       USGS
 DO0988  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0988  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0988
 DO0988                          STATION DESCRIPTION
 DO0988
 DO0988'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 DO0988'ABOUT 6.0 MI. SE. OF GRAHAM, 200 YDS. E. OF GRAHAM-GRAFORD ROAD,
 DO0988'ABOUT 3/8 MI. N. OF FORK OF RD. LEADING TO HERRON CITY (OIL TOWN).
 DO0988'STATION IS ON SECOND LARGE BOULDER FROM S. END OF HIGHEST PART OF
 DO0988'SMALL RIDGE ABOUT 300 YDS. LONG N. AND S. AND COVERED WITH
 DO0988'CONGLOMERATE BOULDERS AND POST OAK TIMBER.
 DO0988'
 DO0988'STATION MARK--BRONZE TABLET SET AT ABOUT THE CENTER OF A BOULDER.
 DO0988'
 DO0988'TWO LARGE REFERENCE ARROWS ARE CUT IN GRAVELLY BOULDERS NEAR THE
 DO0988'STATION.  DISTANCE TO ARROW S. EQUALS 22.22 FT.  DISTANCE TO ARROW
 DO0988'N. EQUALS 25.15 FT.
 DO0988'
 DO0988'REFERENCE MARK--CHISELED ARROW IN BOULDER, 25.15 FT.
 DO0988'BEARING N 14 33 E.
 DO0988'
 DO0988'REFERENCE MARK--CHISELED ARROW IN BOULDER, 22.22 FT.
 DO0988'BEARING S 11 58 E.
 DO0988
 DO0988                          STATION RECOVERY (2001)
 DO0988
 DO0988'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 DO0988'MARK NOT FOUND.
 DO0988
 DO0988                          STATION RECOVERY (2005)
 DO0988
 DO0988'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0039 ***********************************************************************
 GK0039  DESIGNATION -  BOUNDARY 107
 GK0039  PID         -  GK0039
 GK0039  STATE/COUNTY-  TX/LIPSCOMB
 GK0039  USGS QUAD   -  HIGGINS NORTH (1972)
 GK0039
 GK0039                         *CURRENT SURVEY CONTROL
 GK0039  ___________________________________________________________________
 GK0039* NAD 83(1986)-  36 07 41.     (N)    100 00 01.     (W)     SCALED    
 GK0039* NAVD 88     -       785.132  (meters)    2575.89   (feet)  ADJUSTED  
 GK0039  ___________________________________________________________________
 GK0039  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GK0039  DYNAMIC HT  -         784.321 (meters)    2573.23  (feet)  COMP
 GK0039  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 GK0039
 GK0039  VERT ORDER  -  FIRST     CLASS II
 GK0039
 GK0039.The horizontal coordinates were scaled from a topographic map and have
 GK0039.an estimated accuracy of +/- 6 seconds.
 GK0039
 GK0039.The orthometric height was determined by differential leveling
 GK0039.and adjusted by the National Geodetic Survey in June 1991..
 GK0039
 GK0039.The geoid height was determined by GEOID03.
 GK0039
 GK0039.The dynamic height is computed by dividing the NAVD 88
 GK0039.geopotential number by the normal gravity value computed on the
 GK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0039.degrees latitude (g = 980.6199 gals.).
 GK0039
 GK0039.The modeled gravity was interpolated from observed gravity values.
 GK0039
 GK0039;                    North         East    Units  Estimated Accuracy
 GK0039;SPC TX N     - 1,237,110.      335,000.      MT  (+/- 180 meters Scaled)
 GK0039
 GK0039                          SUPERSEDED SURVEY CONTROL
 GK0039
 GK0039  NGVD 29 (??/??/92)  784.807  (m)         2574.82   (f) ADJ UNCH    1 2
 GK0039
 GK0039.Superseded values are not recommended for survey control.
 GK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0039.See file dsdata.txt to determine how the superseded data were derived.
 GK0039
 GK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME099986(NAD 83)
 GK0039_MARKER: Z = SEE DESCRIPTION
 GK0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0039_STAMPING: 107
 GK0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0039+STABILITY: SURFACE MOTION
 GK0039
 GK0039  HISTORY     - Date     Condition        Report By
 GK0039  HISTORY     - UNK      MONUMENTED       USSC
 GK0039  HISTORY     - 1934     GOOD             NGS
 GK0039  HISTORY     - 1968     MARK NOT FOUND   USGS
 GK0039
 GK0039                          STATION DESCRIPTION
 GK0039
 GK0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0039'1.4 MI NE FROM HIGGINS.
 GK0039'1.4 MILES NORTHEAST OF NEW HIGGINS HOTEL.  AT HIGGINS ON THE OKLAHOMA
 GK0039'AND TEXAS STATE LINE.  308 FEET NORTH OF THE EIGHTH TELEGRAPH POLE
 GK0039'WEST OF MILE POST 427. 212 FEET NORTH OF THE CENTERLINE OF ATCHISON
 GK0039'TOPEKA AND SANTA FE RAILROAD.  160 FEET NORTH OF THE RAILROAD
 GK0039'RIGHT-OF-WAY FENCE LINE.
 GK0039
 GK0039                          STATION RECOVERY (1968)
 GK0039
 GK0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 GK0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0549 ***********************************************************************
 FM0549  DESIGNATION -  BOUNDARY CLARK MON 21 NM TX
 FM0549  PID         -  FM0549
 FM0549  STATE/COUNTY-  TX/HARTLEY
 FM0549  USGS QUAD   -  KOGER RANCH (1971)
 FM0549
 FM0549                         *CURRENT SURVEY CONTROL
 FM0549  ___________________________________________________________________
 FM0549* NAD 83(1986)-  35 57 01.     (N)    103 02 25.     (W)     SCALED    
 FM0549* NAVD 88     -      1325.768  (meters)    4349.62   (feet)  ADJUSTED  
 FM0549  ___________________________________________________________________
 FM0549  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FM0549  DYNAMIC HT  -        1324.177 (meters)    4344.40  (feet)  COMP
 FM0549  MODELED GRAV-     979,386.9   (mgal)                       NAVD 88
 FM0549
 FM0549  VERT ORDER  -  SECOND    CLASS 0
 FM0549
 FM0549.The horizontal coordinates were scaled from a topographic map and have
 FM0549.an estimated accuracy of +/- 6 seconds.
 FM0549
 FM0549.The orthometric height was determined by differential leveling
 FM0549.and adjusted by the National Geodetic Survey in June 1991..
 FM0549
 FM0549.The geoid height was determined by GEOID03.
 FM0549
 FM0549.The dynamic height is computed by dividing the NAVD 88
 FM0549.geopotential number by the normal gravity value computed on the
 FM0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0549.degrees latitude (g = 980.6199 gals.).
 FM0549
 FM0549.The modeled gravity was interpolated from observed gravity values.
 FM0549
 FM0549;                    North         East    Units  Estimated Accuracy
 FM0549;SPC TX N     - 1,217,440.       61,050.      MT  (+/- 180 meters Scaled)
 FM0549
 FM0549                          SUPERSEDED SURVEY CONTROL
 FM0549
 FM0549  NGVD 29 (??/??/92) 1325.104  (m)         4347.45   (f) ADJ UNCH    2 0
 FM0549
 FM0549.Superseded values are not recommended for survey control.
 FM0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0549.See file dsdata.txt to determine how the superseded data were derived.
 FM0549
 FM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV767802(NAD 83)
 FM0549_MARKER: DD = SURVEY DISK
 FM0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0549_STAMPING: 21
 FM0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0549+STABILITY: SURFACE MOTION
 FM0549
 FM0549  HISTORY     - Date     Condition        Report By
 FM0549  HISTORY     - UNK      MONUMENTED       USGLO
 FM0549  HISTORY     - 1955     GOOD             NGS
 FM0549
 FM0549                          STATION DESCRIPTION
 FM0549
 FM0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0549'9.2 MI E FROM AMISTAD, NM.
 FM0549'0.7 MILE EAST ALONG A GRADED DIRT ROAD FROM THE PUBLIC SCHOOL AT
 FM0549'AMISTAD, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 4.0
 FM0549'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 FM0549'FENCE, THENCE 0.25 MILE NORTH ALONG A FENCE, THENCE 0.65 MILE EAST
 FM0549'ACROSS A PASTURE, THENCE 2.3 MILES NORTH ALONG A FENCE, ON THE NEW
 FM0549'MEXICO AND TEXAS STATE LINE, 0.1 MILE NORTH OF A FENCE LEADING
 FM0549'NORTHWEST, 6.5 FEET EAST OF A FENCE, 2.5 FEET ABOVE THE GROUND, SET IN
 FM0549'THE TOP OF A 1.5 FOOT CONE SHAPED CONCRETE POST WHICH IS SET IN THE
 FM0549'TOP OF A 2.5 FOOT SQUARE CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2628 ***********************************************************************
 CS2628  DESIGNATION -  BOUNDARY MARK 87 TEX POWER CO
 CS2628  PID         -  CS2628
 CS2628  STATE/COUNTY-  TX/HENDERSON
 CS2628  USGS QUAD   -  MALAKOFF (1981)
 CS2628
 CS2628                         *CURRENT SURVEY CONTROL
 CS2628  ___________________________________________________________________
 CS2628* NAD 83(1993)-  32 08 51.10615(N)    096 05 56.66337(W)     ADJUSTED  
 CS2628* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 CS2628  ___________________________________________________________________
 CS2628  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CS2628  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS2628
 CS2628  HORZ ORDER  -  SECOND
 CS2628
 CS2628.The horizontal coordinates were established by classical geodetic methods
 CS2628.and adjusted by the National Geodetic Survey in February 1996..
 CS2628
 CS2628.The orthometric height was scaled from a topographic map.
 CS2628
 CS2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2628
 CS2628.The geoid height was determined by GEOID03.
 CS2628
 CS2628;                    North         East     Units Scale Factor Converg.
 CS2628;SPC TXNC     - 2,055,912.670   826,486.501   MT  0.99999610   +1 18 34.0
 CS2628;SPC TXNC     - 6,745,106.82  2,711,564.46   sFT  0.99999610   +1 18 34.0
 CS2628;UTM  14      - 3,560,476.096   773,619.479   MT  1.00052339   +1 32 40.4
 CS2628
 CS2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2628!SPC TXNC     -   0.99998908  x   0.99999610  =   0.99998518
 CS2628!UTM  14      -   0.99998908  x   1.00052339  =   1.00051247
 CS2628
 CS2628                          SUPERSEDED SURVEY CONTROL
 CS2628
 CS2628  NAD 83(1986)-  32 08 51.11285(N)    096 05 56.64645(W) AD(       ) 2
 CS2628  NAD 27      -  32 08 50.56300(N)    096 05 55.74900(W) AD(       ) 2
 CS2628
 CS2628.Superseded values are not recommended for survey control.
 CS2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2628.See file dsdata.txt to determine how the superseded data were derived.
 CS2628
 CS2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA7361960476(NAD 83)
 CS2628_MARKER: DD = SURVEY DISK
 CS2628_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CS2628_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CS2628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2628
 CS2628  HISTORY     - Date     Condition        Report By
 CS2628  HISTORY     - 1947     MONUMENTED       CGS
 CS2628  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 CS2628
 CS2628                          STATION DESCRIPTION
 CS2628
 CS2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS2628'SEE STATION TRINIDAD 2
 CS2628
 CS2628                          STATION RECOVERY (1995)
 CS2628
 CS2628'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0552 ***********************************************************************
 FM0552  DESIGNATION -  BOUNDARY MI 270 NM TX
 FM0552  PID         -  FM0552
 FM0552  STATE/COUNTY-  TX/HARTLEY
 FM0552  USGS QUAD   -  KOGER RANCH (1971)
 FM0552
 FM0552                         *CURRENT SURVEY CONTROL
 FM0552  ___________________________________________________________________
 FM0552* NAD 83(1986)-  35 55 01.     (N)    103 02 27.     (W)     SCALED    
 FM0552* NAVD 88     -      1328.383  (meters)    4358.20   (feet)  ADJUSTED  
 FM0552  ___________________________________________________________________
 FM0552  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 FM0552  DYNAMIC HT  -        1326.791 (meters)    4352.98  (feet)  COMP
 FM0552  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 FM0552
 FM0552  VERT ORDER  -  SECOND    CLASS 0
 FM0552
 FM0552.The horizontal coordinates were scaled from a topographic map and have
 FM0552.an estimated accuracy of +/- 6 seconds.
 FM0552
 FM0552.The orthometric height was determined by differential leveling
 FM0552.and adjusted by the National Geodetic Survey in June 1991..
 FM0552
 FM0552.The geoid height was determined by GEOID03.
 FM0552
 FM0552.The dynamic height is computed by dividing the NAVD 88
 FM0552.geopotential number by the normal gravity value computed on the
 FM0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0552.degrees latitude (g = 980.6199 gals.).
 FM0552
 FM0552.The modeled gravity was interpolated from observed gravity values.
 FM0552
 FM0552;                    North         East    Units  Estimated Accuracy
 FM0552;SPC TX N     - 1,213,750.       60,940.      MT  (+/- 180 meters Scaled)
 FM0552
 FM0552                          SUPERSEDED SURVEY CONTROL
 FM0552
 FM0552  NGVD 29 (??/??/92) 1327.728  (m)         4356.05   (f) ADJ UNCH    2 0
 FM0552
 FM0552.Superseded values are not recommended for survey control.
 FM0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0552.See file dsdata.txt to determine how the superseded data were derived.
 FM0552
 FM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV767765(NAD 83)
 FM0552_MARKER: P = PIPE CAP
 FM0552_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FM0552_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FM0552_STAMPING: 270
 FM0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0552
 FM0552  HISTORY     - Date     Condition        Report By
 FM0552  HISTORY     - UNK      MONUMENTED       USGLO
 FM0552  HISTORY     - 1955     GOOD             NGS
 FM0552
 FM0552                          STATION DESCRIPTION
 FM0552
 FM0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0552'6.9 MI E FROM AMISTAD, NM.
 FM0552'0.7 MILE EAST ALONG A GRADED DIRT ROAD FROM THE PUBLIC SCHOOL AT
 FM0552'AMISTAD, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 4.0
 FM0552'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 FM0552'FENCE, THENCE 0.25 MILE NORTH ALONG A FENCE, THENCE 0.65 MILE EAST
 FM0552'ACROSS A PASTURE, ON THE NEW MEXICO AND TEXAS STATE LINE, 0.65 MILE
 FM0552'EAST OF A WINDMILL, 0.65 MILE EAST OF AN ABANDONED HOUSE, 1.5 FEET
 FM0552'EAST OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH
 FM0552'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0551 ***********************************************************************
 FM0551  DESIGNATION -  BOUNDARY MI 271 NM TX
 FM0551  PID         -  FM0551
 FM0551  STATE/COUNTY-  TX/HARTLEY
 FM0551  USGS QUAD   -  KOGER RANCH (1971)
 FM0551
 FM0551                         *CURRENT SURVEY CONTROL
 FM0551  ___________________________________________________________________
 FM0551* NAD 83(1986)-  35 55 54.     (N)    103 02 26.     (W)     SCALED    
 FM0551* NAVD 88     -      1331.865  (meters)    4369.63   (feet)  ADJUSTED  
 FM0551  ___________________________________________________________________
 FM0551  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 FM0551  DYNAMIC HT  -        1330.268 (meters)    4364.39  (feet)  COMP
 FM0551  MODELED GRAV-     979,387.3   (mgal)                       NAVD 88
 FM0551
 FM0551  VERT ORDER  -  SECOND    CLASS 0
 FM0551
 FM0551.The horizontal coordinates were scaled from a topographic map and have
 FM0551.an estimated accuracy of +/- 6 seconds.
 FM0551
 FM0551.The orthometric height was determined by differential leveling
 FM0551.and adjusted by the National Geodetic Survey in June 1991..
 FM0551
 FM0551.The geoid height was determined by GEOID03.
 FM0551
 FM0551.The dynamic height is computed by dividing the NAVD 88
 FM0551.geopotential number by the normal gravity value computed on the
 FM0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0551.degrees latitude (g = 980.6199 gals.).
 FM0551
 FM0551.The modeled gravity was interpolated from observed gravity values.
 FM0551
 FM0551;                    North         East    Units  Estimated Accuracy
 FM0551;SPC TX N     - 1,215,380.       60,990.      MT  (+/- 180 meters Scaled)
 FM0551
 FM0551                          SUPERSEDED SURVEY CONTROL
 FM0551
 FM0551  NGVD 29 (??/??/92) 1331.206  (m)         4367.47   (f) ADJ UNCH    2 0
 FM0551
 FM0551.Superseded values are not recommended for survey control.
 FM0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0551.See file dsdata.txt to determine how the superseded data were derived.
 FM0551
 FM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV767781(NAD 83)
 FM0551_MARKER: P = PIPE CAP
 FM0551_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FM0551_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FM0551_STAMPING: 271
 FM0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0551
 FM0551  HISTORY     - Date     Condition        Report By
 FM0551  HISTORY     - UNK      MONUMENTED       USGLO
 FM0551  HISTORY     - 1955     GOOD             NGS
 FM0551
 FM0551                          STATION DESCRIPTION
 FM0551
 FM0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0551'7.9 MI E FROM AMISTAD, NM.
 FM0551'0.7 MILE EAST ALONG A GRADED DIRT ROAD FROM THE PUBLIC SCHOOL AT
 FM0551'AMISTAD, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 4.0
 FM0551'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 FM0551'FENCE, THENCE 0.25 MILE NORTH ALONG A FENCE, THENCE 0.65 MILE EAST
 FM0551'ACROSS A PASTURE, THENCE 1.0 MILE NORTH ALONG A FENCE, ON THE NEW
 FM0551'MEXICO AND TEXAS STATE LINE, 365 FEET NORTH OF A FENCE LEADING WEST,
 FM0551'305 FEET NORTH OF A JOG IN THE NORTH AND SOUTH FENCE, 2.5 FEET SOUTH
 FM0551'OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH IS FLUSH
 FM0551'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0550 ***********************************************************************
 FM0550  DESIGNATION -  BOUNDARY MI 272 NM TX
 FM0550  PID         -  FM0550
 FM0550  STATE/COUNTY-  TX/HARTLEY
 FM0550  USGS QUAD   -  KOGER RANCH (1971)
 FM0550
 FM0550                         *CURRENT SURVEY CONTROL
 FM0550  ___________________________________________________________________
 FM0550* NAD 83(1986)-  35 56 46.     (N)    103 02 25.     (W)     SCALED    
 FM0550* NAVD 88     -      1339.658  (meters)    4395.19   (feet)  ADJUSTED  
 FM0550  ___________________________________________________________________
 FM0550  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FM0550  DYNAMIC HT  -        1338.051 (meters)    4389.92  (feet)  COMP
 FM0550  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 FM0550
 FM0550  VERT ORDER  -  SECOND    CLASS 0
 FM0550
 FM0550.The horizontal coordinates were scaled from a topographic map and have
 FM0550.an estimated accuracy of +/- 6 seconds.
 FM0550
 FM0550.The orthometric height was determined by differential leveling
 FM0550.and adjusted by the National Geodetic Survey in June 1991..
 FM0550
 FM0550.The geoid height was determined by GEOID03.
 FM0550
 FM0550.The dynamic height is computed by dividing the NAVD 88
 FM0550.geopotential number by the normal gravity value computed on the
 FM0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0550.degrees latitude (g = 980.6199 gals.).
 FM0550
 FM0550.The modeled gravity was interpolated from observed gravity values.
 FM0550
 FM0550;                    North         East    Units  Estimated Accuracy
 FM0550;SPC TX N     - 1,216,980.       61,040.      MT  (+/- 180 meters Scaled)
 FM0550
 FM0550                          SUPERSEDED SURVEY CONTROL
 FM0550
 FM0550  NGVD 29 (??/??/92) 1338.996  (m)         4393.02   (f) ADJ UNCH    2 0
 FM0550
 FM0550.Superseded values are not recommended for survey control.
 FM0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0550.See file dsdata.txt to determine how the superseded data were derived.
 FM0550
 FM0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV767797(NAD 83)
 FM0550_MARKER: P = PIPE CAP
 FM0550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FM0550_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FM0550_STAMPING: 272
 FM0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0550
 FM0550  HISTORY     - Date     Condition        Report By
 FM0550  HISTORY     - UNK      MONUMENTED       USGLO
 FM0550  HISTORY     - 1955     GOOD             NGS
 FM0550
 FM0550                          STATION DESCRIPTION
 FM0550
 FM0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0550'8.9 MI E FROM AMISTAD, NM.
 FM0550'0.7 MILE EAST ALONG A GRADED DIRT ROAD FROM THE PUBLIC SCHOOL AT
 FM0550'AMISTAD, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 4.0
 FM0550'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 FM0550'FENCE, THENCE 0.25 MILE NORTH ALONG A FENCE, THENCE 0.65 MILE EAST
 FM0550'ACROSS A PASTURE, THENCE 2.0 MILES NORTH ALONG A FENCE, ON THE NEW
 FM0550'MEXICO AND TEXAS STATE LINE, 0.2 MILE SOUTH OF A FENCE LEADING
 FM0550'NORTHWEST, 1.5 FEET NORTH OF A WITNESS POST, RIVETED ON THE TOP OF AN
 FM0550'IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0548 ***********************************************************************
 FM0548  DESIGNATION -  BOUNDARY MI 273 NM TX
 FM0548  PID         -  FM0548
 FM0548  STATE/COUNTY-  TX/HARTLEY
 FM0548  USGS QUAD   -  KOGER RANCH (1971)
 FM0548
 FM0548                         *CURRENT SURVEY CONTROL
 FM0548  ___________________________________________________________________
 FM0548* NAD 83(1986)-  35 57 38.     (N)    103 02 26.     (W)     SCALED    
 FM0548* NAVD 88     -      1308.029  (meters)    4291.43   (feet)  ADJUSTED  
 FM0548  ___________________________________________________________________
 FM0548  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 FM0548  DYNAMIC HT  -        1306.459 (meters)    4286.27  (feet)  COMP
 FM0548  MODELED GRAV-     979,387.5   (mgal)                       NAVD 88
 FM0548
 FM0548  VERT ORDER  -  SECOND    CLASS 0
 FM0548
 FM0548.The horizontal coordinates were scaled from a topographic map and have
 FM0548.an estimated accuracy of +/- 6 seconds.
 FM0548
 FM0548.The orthometric height was determined by differential leveling
 FM0548.and adjusted by the National Geodetic Survey in June 1991..
 FM0548
 FM0548.The geoid height was determined by GEOID03.
 FM0548
 FM0548.The dynamic height is computed by dividing the NAVD 88
 FM0548.geopotential number by the normal gravity value computed on the
 FM0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0548.degrees latitude (g = 980.6199 gals.).
 FM0548
 FM0548.The modeled gravity was interpolated from observed gravity values.
 FM0548
 FM0548;                    North         East    Units  Estimated Accuracy
 FM0548;SPC TX N     - 1,218,590.       61,040.      MT  (+/- 180 meters Scaled)
 FM0548
 FM0548                          SUPERSEDED SURVEY CONTROL
 FM0548
 FM0548  NGVD 29 (??/??/92) 1307.364  (m)         4289.24   (f) ADJ UNCH    2 0
 FM0548
 FM0548.Superseded values are not recommended for survey control.
 FM0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0548.See file dsdata.txt to determine how the superseded data were derived.
 FM0548
 FM0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV766813(NAD 83)
 FM0548_MARKER: P = PIPE CAP
 FM0548_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FM0548_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FM0548_STAMPING: 273
 FM0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0548
 FM0548  HISTORY     - Date     Condition        Report By
 FM0548  HISTORY     - UNK      MONUMENTED       USGLO
 FM0548  HISTORY     - 1955     GOOD             NGS
 FM0548
 FM0548                          STATION DESCRIPTION
 FM0548
 FM0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0548'9.9 MI NE FROM AMISTAD, NM.
 FM0548'0.7 MILE EAST ALONG A GRADED DIRT ROAD FROM THE PUBLIC SCHOOL AT
 FM0548'AMISTAD, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 4.0
 FM0548'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 FM0548'FENCE, THENCE 0.25 MILE NORTH ALONG A FENCE, THENCE 0.65 MILE EAST
 FM0548'ACROSS A PASTURE, THENCE 3.0 MILES NORTH ALONG A FENCE, ON THE NEW
 FM0548'MEXICO AND TEXAS STATE LINE, IN LINE WITH A NORTH AND SOUTH FENCE, 2
 FM0548'FEET NORTH OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH
 FM0548'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0547 ***********************************************************************
 FM0547  DESIGNATION -  BOUNDARY MI 274 NM TX
 FM0547  PID         -  FM0547
 FM0547  STATE/COUNTY-  TX/HARTLEY
 FM0547  USGS QUAD   -  KOGER RANCH (1971)
 FM0547
 FM0547                         *CURRENT SURVEY CONTROL
 FM0547  ___________________________________________________________________
 FM0547* NAD 83(1986)-  35 58 30.     (N)    103 02 26.     (W)     SCALED    
 FM0547* NAVD 88     -      1336.886  (meters)    4386.10   (feet)  ADJUSTED  
 FM0547  ___________________________________________________________________
 FM0547  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 FM0547  DYNAMIC HT  -        1335.284 (meters)    4380.84  (feet)  COMP
 FM0547  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 FM0547
 FM0547  VERT ORDER  -  SECOND    CLASS 0
 FM0547
 FM0547.The horizontal coordinates were scaled from a topographic map and have
 FM0547.an estimated accuracy of +/- 6 seconds.
 FM0547
 FM0547.The orthometric height was determined by differential leveling
 FM0547.and adjusted by the National Geodetic Survey in June 1991..
 FM0547
 FM0547.The geoid height was determined by GEOID03.
 FM0547
 FM0547.The dynamic height is computed by dividing the NAVD 88
 FM0547.geopotential number by the normal gravity value computed on the
 FM0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0547.degrees latitude (g = 980.6199 gals.).
 FM0547
 FM0547.The modeled gravity was interpolated from observed gravity values.
 FM0547
 FM0547;                    North         East    Units  Estimated Accuracy
 FM0547;SPC TX N     - 1,220,190.       61,070.      MT  (+/- 180 meters Scaled)
 FM0547
 FM0547                          SUPERSEDED SURVEY CONTROL
 FM0547
 FM0547  NGVD 29 (??/??/92) 1336.224  (m)         4383.93   (f) ADJ UNCH    2 0
 FM0547
 FM0547.Superseded values are not recommended for survey control.
 FM0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0547.See file dsdata.txt to determine how the superseded data were derived.
 FM0547
 FM0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV766829(NAD 83)
 FM0547_MARKER: P = PIPE CAP
 FM0547_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FM0547_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FM0547_STAMPING: 274
 FM0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0547
 FM0547  HISTORY     - Date     Condition        Report By
 FM0547  HISTORY     - UNK      MONUMENTED       USGLO
 FM0547  HISTORY     - 1955     GOOD             NGS
 FM0547
 FM0547                          STATION DESCRIPTION
 FM0547
 FM0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0547'10.9 MI NE FROM AMISTAD, NM.
 FM0547'0.7 MILE EAST ALONG A GRADED DIRT ROAD FROM THE PUBLIC SCHOOL AT
 FM0547'AMISTAD, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 4.0
 FM0547'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 FM0547'FENCE, THENCE 0.25 MILE NORTH ALONG A FENCE, THENCE 0.65 MILE EAST
 FM0547'ACROSS A PASTURE, THENCE 4.0 MILES NORTH ALONG A FENCE, ON THE NEW
 FM0547'MEXICO AND TEXAS STATE LINE, 0.35 MILE NORTH OF A FENCE LEADING WEST,
 FM0547'1.5 FEET EAST OF A WITNESS POST, IN LINE WITH A NORTH AND SOUTH FENCE,
 FM0547'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE
 FM0547'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0546 ***********************************************************************
 FM0546  DESIGNATION -  BOUNDARY MI 275 NM TX
 FM0546  PID         -  FM0546
 FM0546  STATE/COUNTY-  TX/HARTLEY
 FM0546  USGS QUAD   -  KOGER RANCH (1971)
 FM0546
 FM0546                         *CURRENT SURVEY CONTROL
 FM0546  ___________________________________________________________________
 FM0546* NAD 83(1986)-  35 59 22.     (N)    103 02 25.     (W)     SCALED    
 FM0546* NAVD 88     -      1346.825  (meters)    4418.71   (feet)  ADJUSTED  
 FM0546  ___________________________________________________________________
 FM0546  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FM0546  DYNAMIC HT  -        1345.213 (meters)    4413.42  (feet)  COMP
 FM0546  MODELED GRAV-     979,389.1   (mgal)                       NAVD 88
 FM0546
 FM0546  VERT ORDER  -  SECOND    CLASS 0
 FM0546
 FM0546.The horizontal coordinates were scaled from a topographic map and have
 FM0546.an estimated accuracy of +/- 6 seconds.
 FM0546
 FM0546.The orthometric height was determined by differential leveling
 FM0546.and adjusted by the National Geodetic Survey in June 1991..
 FM0546
 FM0546.The geoid height was determined by GEOID03.
 FM0546
 FM0546.The dynamic height is computed by dividing the NAVD 88
 FM0546.geopotential number by the normal gravity value computed on the
 FM0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0546.degrees latitude (g = 980.6199 gals.).
 FM0546
 FM0546.The modeled gravity was interpolated from observed gravity values.
 FM0546
 FM0546;                    North         East    Units  Estimated Accuracy
 FM0546;SPC TX N     - 1,221,790.       61,120.      MT  (+/- 180 meters Scaled)
 FM0546
 FM0546                          SUPERSEDED SURVEY CONTROL
 FM0546
 FM0546  NGVD 29 (??/??/92) 1346.162  (m)         4416.53   (f) ADJ UNCH    2 0
 FM0546
 FM0546.Superseded values are not recommended for survey control.
 FM0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0546.See file dsdata.txt to determine how the superseded data were derived.
 FM0546
 FM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV766845(NAD 83)
 FM0546_MARKER: P = PIPE CAP
 FM0546_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FM0546_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FM0546_STAMPING: 275
 FM0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0546
 FM0546  HISTORY     - Date     Condition        Report By
 FM0546  HISTORY     - UNK      MONUMENTED       USGLO
 FM0546  HISTORY     - 1955     GOOD             NGS
 FM0546
 FM0546                          STATION DESCRIPTION
 FM0546
 FM0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0546'11.9 MI NE FROM AMISTAD, NM.
 FM0546'0.7 MILE EAST ALONG A GRADED DIRT ROAD FROM THE PUBLIC SCHOOL AT
 FM0546'AMISTAD, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 4.0
 FM0546'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 FM0546'FENCE, THENCE 0.25 MILE NORTH ALONG A FENCE, THENCE 0.65 MILE EAST
 FM0546'ACROSS A PASTURE, THENCE 5.0 MILES NORTH ALONG A FENCE, ON THE NEW
 FM0546'MEXICO AND TEXAS STATE LINE, AT A JOG IN THE FENCE, 29.6 FEET EAST OF
 FM0546'A FENCE, IN LINE WITH A FENCE LEADING NORTH, 8 FEET SOUTH OF A FENCE,
 FM0546'8 FEET SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE
 FM0546'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0827 ***********************************************************************
 GL0827  DESIGNATION -  BOUNDARY MI 276 NM TX
 GL0827  PID         -  GL0827
 GL0827  STATE/COUNTY-  TX/HARTLEY
 GL0827  USGS QUAD   -  SEDAN SE (1970)
 GL0827
 GL0827                         *CURRENT SURVEY CONTROL
 GL0827  ___________________________________________________________________
 GL0827* NAD 83(1986)-  36 00 15.     (N)    103 02 28.     (W)     SCALED    
 GL0827* NAVD 88     -      1355.786  (meters)    4448.11   (feet)  ADJUSTED  
 GL0827  ___________________________________________________________________
 GL0827  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 GL0827  DYNAMIC HT  -        1354.166 (meters)    4442.79  (feet)  COMP
 GL0827  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 GL0827
 GL0827  VERT ORDER  -  SECOND    CLASS 0
 GL0827
 GL0827.The horizontal coordinates were scaled from a topographic map and have
 GL0827.an estimated accuracy of +/- 6 seconds.
 GL0827
 GL0827.The orthometric height was determined by differential leveling
 GL0827.and adjusted by the National Geodetic Survey in June 1991..
 GL0827
 GL0827.The geoid height was determined by GEOID03.
 GL0827
 GL0827.The dynamic height is computed by dividing the NAVD 88
 GL0827.geopotential number by the normal gravity value computed on the
 GL0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0827.degrees latitude (g = 980.6199 gals.).
 GL0827
 GL0827.The modeled gravity was interpolated from observed gravity values.
 GL0827
 GL0827;                    North         East    Units  Estimated Accuracy
 GL0827;SPC TX N     - 1,223,420.       61,070.      MT  (+/- 180 meters Scaled)
 GL0827
 GL0827                          SUPERSEDED SURVEY CONTROL
 GL0827
 GL0827  NGVD 29 (??/??/92) 1355.123  (m)         4445.93   (f) ADJ UNCH    2 0
 GL0827
 GL0827.Superseded values are not recommended for survey control.
 GL0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0827.See file dsdata.txt to determine how the superseded data were derived.
 GL0827
 GL0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV765861(NAD 83)
 GL0827_MARKER: P = PIPE CAP
 GL0827_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GL0827_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GL0827_STAMPING: 276
 GL0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0827
 GL0827  HISTORY     - Date     Condition        Report By
 GL0827  HISTORY     - UNK      MONUMENTED       IBC
 GL0827  HISTORY     - 1955     GOOD             NGS
 GL0827
 GL0827                          STATION DESCRIPTION
 GL0827
 GL0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0827'12.9 MI NE FROM AMISTAD.
 GL0827'0.7 MILE EAST ALONG A GRADED DIRT ROAD FROM THE PUBLIC SCHOOL AT
 GL0827'AMISTAD, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 4.0
 GL0827'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A
 GL0827'FENCE, THENCE 0.25 MILE NORTH ALONG A FENCE, THENCE 0.65 MILE EAST
 GL0827'ACROSS A PASTURE, THENCE 6.0 MILES NORTH ALONG A FENCE, ON THE NEW
 GL0827'MEXICO AND TEXAS STATE LINE, 0.2 MILE SOUTH OF A JOG IN THE FENCE, 5.2
 GL0827'FEET WEST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, 1.0 MILE SOUTH
 GL0827'OF BENCH MARK 277 (U.S.B.C.), RIVETED ON THE TOP OF AN IRON PIPE WHICH
 GL0827'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0826 ***********************************************************************
 GL0826  DESIGNATION -  BOUNDARY MI 277 NM TX
 GL0826  PID         -  GL0826
 GL0826  STATE/COUNTY-  TX/HARTLEY
 GL0826  USGS QUAD   -  SEDAN SE (1970)
 GL0826
 GL0826                         *CURRENT SURVEY CONTROL
 GL0826  ___________________________________________________________________
 GL0826* NAD 83(1986)-  36 01 07.     (N)    103 02 28.     (W)     SCALED    
 GL0826* NAVD 88     -      1351.883  (meters)    4435.30   (feet)  ADJUSTED  
 GL0826  ___________________________________________________________________
 GL0826  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 GL0826  DYNAMIC HT  -        1350.268 (meters)    4430.00  (feet)  COMP
 GL0826  MODELED GRAV-     979,391.1   (mgal)                       NAVD 88
 GL0826
 GL0826  VERT ORDER  -  SECOND    CLASS 0
 GL0826
 GL0826.The horizontal coordinates were scaled from a topographic map and have
 GL0826.an estimated accuracy of +/- 6 seconds.
 GL0826
 GL0826.The orthometric height was determined by differential leveling
 GL0826.and adjusted by the National Geodetic Survey in June 1991..
 GL0826
 GL0826.The geoid height was determined by GEOID03.
 GL0826
 GL0826.The dynamic height is computed by dividing the NAVD 88
 GL0826.geopotential number by the normal gravity value computed on the
 GL0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0826.degrees latitude (g = 980.6199 gals.).
 GL0826
 GL0826.The modeled gravity was interpolated from observed gravity values.
 GL0826
 GL0826;                    North         East    Units  Estimated Accuracy
 GL0826;SPC TX N     - 1,225,030.       61,090.      MT  (+/- 180 meters Scaled)
 GL0826
 GL0826                          SUPERSEDED SURVEY CONTROL
 GL0826
 GL0826  NGVD 29 (??/??/92) 1351.218  (m)         4433.12   (f) ADJ UNCH    2 0
 GL0826
 GL0826.Superseded values are not recommended for survey control.
 GL0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0826.See file dsdata.txt to determine how the superseded data were derived.
 GL0826
 GL0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV765877(NAD 83)
 GL0826_MARKER: P = PIPE CAP
 GL0826_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GL0826_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GL0826_STAMPING: 277
 GL0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0826
 GL0826  HISTORY     - Date     Condition        Report By
 GL0826  HISTORY     - UNK      MONUMENTED       IBC
 GL0826  HISTORY     - 1955     GOOD             NGS
 GL0826
 GL0826                          STATION DESCRIPTION
 GL0826
 GL0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0826'25.4 MI S FROM TEXLINE.
 GL0826'16.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0826'CITY RAILROAD STATION AT TEXLINE, THENCE 4.1 MILES SOUTH ALONG A
 GL0826'GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A PRIVATE DIRT ROAD,
 GL0826'THENCE 4.0 MILES SOUTH ALONG A FENCE WHICH IS ON THE NEW MEXICO AND
 GL0826'TEXAS STATE LINE, 0.45 MILE NORTHEAST OF A WINDMILL, 0.15 MILE SOUTH
 GL0826'OF A FENCE LEADING WEST, 38 FEET EAST OF A WITNESS POST, 39 FEET EAST
 GL0826'OF A FENCE, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.0 FOOT
 GL0826'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0825 ***********************************************************************
 GL0825  DESIGNATION -  BOUNDARY MI 278 NM TX
 GL0825  PID         -  GL0825
 GL0825  STATE/COUNTY-  TX/HARTLEY
 GL0825  USGS QUAD   -  SEDAN SE (1970)
 GL0825
 GL0825                         *CURRENT SURVEY CONTROL
 GL0825  ___________________________________________________________________
 GL0825* NAD 83(1986)-  36 01 59.     (N)    103 02 28.     (W)     SCALED    
 GL0825* NAVD 88     -      1353.856  (meters)    4441.78   (feet)  ADJUSTED  
 GL0825  ___________________________________________________________________
 GL0825  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 GL0825  DYNAMIC HT  -        1352.240 (meters)    4436.47  (feet)  COMP
 GL0825  MODELED GRAV-     979,392.0   (mgal)                       NAVD 88
 GL0825
 GL0825  VERT ORDER  -  SECOND    CLASS 0
 GL0825
 GL0825.The horizontal coordinates were scaled from a topographic map and have
 GL0825.an estimated accuracy of +/- 6 seconds.
 GL0825
 GL0825.The orthometric height was determined by differential leveling
 GL0825.and adjusted by the National Geodetic Survey in June 1991..
 GL0825
 GL0825.The geoid height was determined by GEOID03.
 GL0825
 GL0825.The dynamic height is computed by dividing the NAVD 88
 GL0825.geopotential number by the normal gravity value computed on the
 GL0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0825.degrees latitude (g = 980.6199 gals.).
 GL0825
 GL0825.The modeled gravity was interpolated from observed gravity values.
 GL0825
 GL0825;                    North         East    Units  Estimated Accuracy
 GL0825;SPC TX N     - 1,226,630.       61,120.      MT  (+/- 180 meters Scaled)
 GL0825
 GL0825                          SUPERSEDED SURVEY CONTROL
 GL0825
 GL0825  NGVD 29 (??/??/92) 1353.191  (m)         4439.59   (f) ADJ UNCH    2 0
 GL0825
 GL0825.Superseded values are not recommended for survey control.
 GL0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0825.See file dsdata.txt to determine how the superseded data were derived.
 GL0825
 GL0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV764893(NAD 83)
 GL0825_MARKER: P = PIPE CAP
 GL0825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GL0825_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GL0825_STAMPING: 278
 GL0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0825
 GL0825  HISTORY     - Date     Condition        Report By
 GL0825  HISTORY     - UNK      MONUMENTED       IBC
 GL0825  HISTORY     - 1955     GOOD             NGS
 GL0825
 GL0825                          STATION DESCRIPTION
 GL0825
 GL0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0825'24.4 MI S FROM TEXLINE.
 GL0825'16.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0825'CITY RAILROAD STATION AT TEXLINE, THENCE 4.1 MILES SOUTH ALONG A
 GL0825'GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A PRIVATE DIRT ROAD,
 GL0825'THENCE 3.0 MILES SOUTH ALONG A FENCE WHICH IS ON THE NEW MEXICO AND
 GL0825'TEXAS STATE LINE, 0.15 MILE SOUTH OF A FENCE LEADING WEST, 49.2 FEET
 GL0825'EAST OF A NORTH AND SOUTH FENCE, 49.9 FEET EAST OF A WITNESS POST,
 GL0825'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE
 GL0825'GROUND, ON THE NEW MEXICO AND TEXAS STATE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0823 ***********************************************************************
 GL0823  DESIGNATION -  BOUNDARY MI 280 NM TX
 GL0823  PID         -  GL0823
 GL0823  STATE/COUNTY-  TX/HARTLEY
 GL0823  USGS QUAD   -  SEDAN SE (1970)
 GL0823
 GL0823                         *CURRENT SURVEY CONTROL
 GL0823  ___________________________________________________________________
 GL0823* NAD 83(1986)-  36 03 43.     (N)    103 02 28.     (W)     SCALED    
 GL0823* NAVD 88     -      1357.584  (meters)    4454.01   (feet)  ADJUSTED  
 GL0823  ___________________________________________________________________
 GL0823  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 GL0823  DYNAMIC HT  -        1355.967 (meters)    4448.70  (feet)  COMP
 GL0823  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 GL0823
 GL0823  VERT ORDER  -  SECOND    CLASS 0
 GL0823
 GL0823.The horizontal coordinates were scaled from a topographic map and have
 GL0823.an estimated accuracy of +/- 6 seconds.
 GL0823
 GL0823.The orthometric height was determined by differential leveling
 GL0823.and adjusted by the National Geodetic Survey in June 1991..
 GL0823
 GL0823.The geoid height was determined by GEOID03.
 GL0823
 GL0823.The dynamic height is computed by dividing the NAVD 88
 GL0823.geopotential number by the normal gravity value computed on the
 GL0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0823.degrees latitude (g = 980.6199 gals.).
 GL0823
 GL0823.The modeled gravity was interpolated from observed gravity values.
 GL0823
 GL0823;                    North         East    Units  Estimated Accuracy
 GL0823;SPC TX N     - 1,229,830.       61,170.      MT  (+/- 180 meters Scaled)
 GL0823
 GL0823                          SUPERSEDED SURVEY CONTROL
 GL0823
 GL0823  NGVD 29 (??/??/92) 1356.917  (m)         4451.82   (f) ADJ UNCH    2 0
 GL0823
 GL0823.Superseded values are not recommended for survey control.
 GL0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0823.See file dsdata.txt to determine how the superseded data were derived.
 GL0823
 GL0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV764925(NAD 83)
 GL0823_MARKER: P = PIPE CAP
 GL0823_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GL0823_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GL0823_STAMPING: 280
 GL0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0823
 GL0823  HISTORY     - Date     Condition        Report By
 GL0823  HISTORY     - UNK      MONUMENTED       IBC
 GL0823  HISTORY     - 1955     GOOD             NGS
 GL0823
 GL0823                          STATION DESCRIPTION
 GL0823
 GL0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0823'22.4 MI S FROM TEXLINE.
 GL0823'16.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0823'CITY RAILROAD STATION AT TEXLINE, THENCE 4.1 MILES SOUTH ALONG A
 GL0823'GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A PRIVATE DIRT ROAD,
 GL0823'THENCE 1.0 MILE SOUTH ALONG A FENCE, ON THE NEW MEXICO AND TEXAS STATE
 GL0823'LINE, 0.2 MILE NORTHEAST OF A WINDMILL, 2 FEET NORTH OF A WITNESS
 GL0823'POST, IN A NORTH AND SOUTH FENCE LINE, 175 FEET NORTH OF THE CENTER OF
 GL0823'A WIRE GATE, 250 FEET NORTH OF A FENCE LEADING EAST, RIVETED ON THE
 GL0823'TOP OF AN IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0822 ***********************************************************************
 GL0822  DESIGNATION -  BOUNDARY MI 281 NM TX
 GL0822  PID         -  GL0822
 GL0822  STATE/COUNTY-  TX/DALLAM
 GL0822  USGS QUAD   -  SEDAN SE (1970)
 GL0822
 GL0822                         *CURRENT SURVEY CONTROL
 GL0822  ___________________________________________________________________
 GL0822* NAD 83(1986)-  36 04 36.     (N)    103 02 28.     (W)     SCALED    
 GL0822* NAVD 88     -      1364.526  (meters)    4476.78   (feet)  ADJUSTED  
 GL0822  ___________________________________________________________________
 GL0822  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 GL0822  DYNAMIC HT  -        1362.901 (meters)    4471.45  (feet)  COMP
 GL0822  MODELED GRAV-     979,394.8   (mgal)                       NAVD 88
 GL0822
 GL0822  VERT ORDER  -  SECOND    CLASS 0
 GL0822
 GL0822.The horizontal coordinates were scaled from a topographic map and have
 GL0822.an estimated accuracy of +/- 6 seconds.
 GL0822
 GL0822.The orthometric height was determined by differential leveling
 GL0822.and adjusted by the National Geodetic Survey in June 1991..
 GL0822
 GL0822.The geoid height was determined by GEOID03.
 GL0822
 GL0822.The dynamic height is computed by dividing the NAVD 88
 GL0822.geopotential number by the normal gravity value computed on the
 GL0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0822.degrees latitude (g = 980.6199 gals.).
 GL0822
 GL0822.The modeled gravity was interpolated from observed gravity values.
 GL0822
 GL0822;                    North         East    Units  Estimated Accuracy
 GL0822;SPC TX N     - 1,231,470.       61,190.      MT  (+/- 180 meters Scaled)
 GL0822
 GL0822                          SUPERSEDED SURVEY CONTROL
 GL0822
 GL0822  NGVD 29 (??/??/92) 1363.858  (m)         4474.59   (f) ADJ UNCH    2 0
 GL0822
 GL0822.Superseded values are not recommended for survey control.
 GL0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0822.See file dsdata.txt to determine how the superseded data were derived.
 GL0822
 GL0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV763942(NAD 83)
 GL0822_MARKER: P = PIPE CAP
 GL0822_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GL0822_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GL0822_STAMPING: 281
 GL0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0822
 GL0822  HISTORY     - Date     Condition        Report By
 GL0822  HISTORY     - UNK      MONUMENTED       IBC
 GL0822  HISTORY     - 1955     GOOD             NGS
 GL0822
 GL0822                          STATION DESCRIPTION
 GL0822
 GL0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0822'21.4 MI S FROM TEXLINE.
 GL0822'16.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0822'CITY RAILROAD STATION AT TEXLINE, THENCE 4.1 MILES SOUTH ALONG A
 GL0822'GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A PRIVATE DIRT ROAD, ON
 GL0822'THE NEW MEXICO AND TEXAS STATE LINE, 235 FEET SOUTHEAST OF THE
 GL0822'SOUTHEAST CORNER OF A VACANT STUCCO HOUSE, 1.5 FEET SOUTH OF A WITNESS
 GL0822'POST, IN A NORTH AND SOUTH FENCE LINE, RIVETED ON THE TOP OF AN IRON
 GL0822'PIPE WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0821 ***********************************************************************
 GL0821  DESIGNATION -  BOUNDARY MI 282 NM TX
 GL0821  PID         -  GL0821
 GL0821  STATE/COUNTY-  TX/DALLAM
 GL0821  USGS QUAD   -  SEDAN SE (1970)
 GL0821
 GL0821                         *CURRENT SURVEY CONTROL
 GL0821  ___________________________________________________________________
 GL0821* NAD 83(1986)-  36 05 28.     (N)    103 02 28.     (W)     SCALED    
 GL0821* NAVD 88     -      1365.775  (meters)    4480.88   (feet)  ADJUSTED  
 GL0821  ___________________________________________________________________
 GL0821  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 GL0821  DYNAMIC HT  -        1364.151 (meters)    4475.55  (feet)  COMP
 GL0821  MODELED GRAV-     979,395.8   (mgal)                       NAVD 88
 GL0821
 GL0821  VERT ORDER  -  SECOND    CLASS 0
 GL0821
 GL0821.The horizontal coordinates were scaled from a topographic map and have
 GL0821.an estimated accuracy of +/- 6 seconds.
 GL0821
 GL0821.The orthometric height was determined by differential leveling
 GL0821.and adjusted by the National Geodetic Survey in June 1991..
 GL0821
 GL0821.The geoid height was determined by GEOID03.
 GL0821
 GL0821.The dynamic height is computed by dividing the NAVD 88
 GL0821.geopotential number by the normal gravity value computed on the
 GL0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0821.degrees latitude (g = 980.6199 gals.).
 GL0821
 GL0821.The modeled gravity was interpolated from observed gravity values.
 GL0821
 GL0821;                    North         East    Units  Estimated Accuracy
 GL0821;SPC TX N     - 1,233,070.       61,220.      MT  (+/- 180 meters Scaled)
 GL0821
 GL0821                          SUPERSEDED SURVEY CONTROL
 GL0821
 GL0821  NGVD 29 (??/??/92) 1365.107  (m)         4478.69   (f) ADJ UNCH    2 0
 GL0821
 GL0821.Superseded values are not recommended for survey control.
 GL0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0821.See file dsdata.txt to determine how the superseded data were derived.
 GL0821
 GL0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV763958(NAD 83)
 GL0821_MARKER: P = PIPE CAP
 GL0821_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GL0821_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GL0821_STAMPING: 282
 GL0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0821
 GL0821  HISTORY     - Date     Condition        Report By
 GL0821  HISTORY     - UNK      MONUMENTED       IBC
 GL0821  HISTORY     - 1955     GOOD             NGS
 GL0821
 GL0821                          STATION DESCRIPTION
 GL0821
 GL0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0821'20.4 MI S FROM TEXLINE.
 GL0821'16.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0821'CITY RAILROAD STATION AT TEXLINE, THENCE 3.6 MILES SOUTH ALONG A
 GL0821'GRADED DIRT ROAD, ON THE NEW MEXICO AND TEXAS STATE LINE, IN LINE WITH
 GL0821'A NORTH AND SOUTH FENCE, 0.1 MILE EAST OF A WINDMILL, 0.1 MILE EAST OF
 GL0821'AN ABANDONED HOUSE, 111 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 GL0821'DRIVEWAY LEADING WEST, 31 FEET WEST OF THE CENTER LINE OF A ROAD, 5.5
 GL0821'FEET NORTH OF A FENCE CORNER, 2 FEET NORTH OF A WITNESS POST, RIVETED
 GL0821'ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0819 ***********************************************************************
 GL0819  DESIGNATION -  BOUNDARY MI 284 NM TX
 GL0819  PID         -  GL0819
 GL0819  STATE/COUNTY-  TX/DALLAM
 GL0819  USGS QUAD   -  SEDAN SE (1970)
 GL0819
 GL0819                         *CURRENT SURVEY CONTROL
 GL0819  ___________________________________________________________________
 GL0819* NAD 83(1986)-  36 07 13.     (N)    103 02 28.     (W)     SCALED    
 GL0819* NAVD 88     -      1366.901  (meters)    4484.57   (feet)  ADJUSTED  
 GL0819  ___________________________________________________________________
 GL0819  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 GL0819  DYNAMIC HT  -        1365.279 (meters)    4479.25  (feet)  COMP
 GL0819  MODELED GRAV-     979,397.9   (mgal)                       NAVD 88
 GL0819
 GL0819  VERT ORDER  -  SECOND    CLASS 0
 GL0819
 GL0819.The horizontal coordinates were scaled from a topographic map and have
 GL0819.an estimated accuracy of +/- 6 seconds.
 GL0819
 GL0819.The orthometric height was determined by differential leveling
 GL0819.and adjusted by the National Geodetic Survey in June 1991..
 GL0819
 GL0819.The geoid height was determined by GEOID03.
 GL0819
 GL0819.The dynamic height is computed by dividing the NAVD 88
 GL0819.geopotential number by the normal gravity value computed on the
 GL0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0819.degrees latitude (g = 980.6199 gals.).
 GL0819
 GL0819.The modeled gravity was interpolated from observed gravity values.
 GL0819
 GL0819;                    North         East    Units  Estimated Accuracy
 GL0819;SPC TX N     - 1,236,310.       61,270.      MT  (+/- 180 meters Scaled)
 GL0819
 GL0819                          SUPERSEDED SURVEY CONTROL
 GL0819
 GL0819  NGVD 29 (??/??/92) 1366.234  (m)         4482.39   (f) ADJ UNCH    2 0
 GL0819
 GL0819.Superseded values are not recommended for survey control.
 GL0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0819.See file dsdata.txt to determine how the superseded data were derived.
 GL0819
 GL0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV762990(NAD 83)
 GL0819_MARKER: P = PIPE CAP
 GL0819_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GL0819_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GL0819_STAMPING: 284
 GL0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0819+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0819
 GL0819  HISTORY     - Date     Condition        Report By
 GL0819  HISTORY     - UNK      MONUMENTED       IBC
 GL0819  HISTORY     - 1955     GOOD             NGS
 GL0819  HISTORY     - 20050806 GOOD             USPSQD
 GL0819
 GL0819                          STATION DESCRIPTION
 GL0819
 GL0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0819'18.4 MI S FROM TEXLINE.
 GL0819'16.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0819'CITY RAILROAD STATION AT TEXLINE, THENCE 1.6 MILES SOUTH ALONG A
 GL0819'GRADED DIRT ROAD, ON THE NEW MEXICO AND TEXAS STATE LINE, IN LINE WITH
 GL0819'A NORTH AND SOUTH FENCE, 30 FEET WEST OF THE CENTER LINE OF A ROAD, 2
 GL0819'FEET NORTH OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH
 GL0819'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 GL0819
 GL0819                          STATION RECOVERY (2005)
 GL0819
 GL0819'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0819'FOUND A 2 INCH GALVENIZED STEEL PIPE IN THE GROUNG WITH ABOUT 9 INCHES
 GL0819'STICKING ABOVE THE GROUND. THE TOP OF THE PIPE HAS A FLAT COPPER CAP
 GL0819'SCREWED ON IT. THE CAP IS NUMBERED 284 ACROSS THE CENTER OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0816 ***********************************************************************
 GL0816  DESIGNATION -  BOUNDARY MI 286 NM TX
 GL0816  PID         -  GL0816
 GL0816  STATE/COUNTY-  TX/DALLAM
 GL0816  USGS QUAD   -  SEDAN NE (1970)
 GL0816
 GL0816                         *CURRENT SURVEY CONTROL
 GL0816  ___________________________________________________________________
 GL0816* NAD 83(1986)-  36 08 57.     (N)    103 02 28.     (W)     SCALED    
 GL0816* NAVD 88     -      1377.003  (meters)    4517.72   (feet)  ADJUSTED  
 GL0816  ___________________________________________________________________
 GL0816  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 GL0816  DYNAMIC HT  -        1375.371 (meters)    4512.36  (feet)  COMP
 GL0816  MODELED GRAV-     979,400.0   (mgal)                       NAVD 88
 GL0816
 GL0816  VERT ORDER  -  SECOND    CLASS 0
 GL0816
 GL0816.The horizontal coordinates were scaled from a topographic map and have
 GL0816.an estimated accuracy of +/- 6 seconds.
 GL0816
 GL0816.The orthometric height was determined by differential leveling
 GL0816.and adjusted by the National Geodetic Survey in June 1991..
 GL0816
 GL0816.The geoid height was determined by GEOID03.
 GL0816
 GL0816.The dynamic height is computed by dividing the NAVD 88
 GL0816.geopotential number by the normal gravity value computed on the
 GL0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0816.degrees latitude (g = 980.6199 gals.).
 GL0816
 GL0816.The modeled gravity was interpolated from observed gravity values.
 GL0816
 GL0816;                    North         East    Units  Estimated Accuracy
 GL0816;SPC TX N     - 1,239,510.       61,320.      MT  (+/- 180 meters Scaled)
 GL0816
 GL0816                          SUPERSEDED SURVEY CONTROL
 GL0816
 GL0816  NGVD 29 (??/??/92) 1376.334  (m)         4515.52   (f) ADJ UNCH    2 0
 GL0816
 GL0816.Superseded values are not recommended for survey control.
 GL0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0816.See file dsdata.txt to determine how the superseded data were derived.
 GL0816
 GL0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA762022(NAD 83)
 GL0816_MARKER: P = PIPE CAP
 GL0816_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GL0816_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GL0816_STAMPING: 286
 GL0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0816+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0816
 GL0816  HISTORY     - Date     Condition        Report By
 GL0816  HISTORY     - UNK      MONUMENTED       IBC
 GL0816  HISTORY     - 1955     GOOD             NGS
 GL0816  HISTORY     - 20050806 GOOD             USPSQD
 GL0816
 GL0816                          STATION DESCRIPTION
 GL0816
 GL0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0816'16.4 MI S FROM TEXLINE.
 GL0816'16.4 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0816'CITY RAILROAD STATION AT TEXLINE, ON THE NEW MEXICO AND TEXAS STATE
 GL0816'LINE, 52 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 2 FEET
 GL0816'NORTHWEST OF A WITNESS POST, 8 FEET ABOVE THE LEVEL OF THE ROAD,
 GL0816'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.1 FOOT ABOVE THE
 GL0816'GROUND.
 GL0816
 GL0816                          STATION RECOVERY (2005)
 GL0816
 GL0816'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0816'FOUND A 2 INCH GALVENIZED STEEL PIPE IN THE GROUNG WITH ABOUT 6 INCHES
 GL0816'STICKING ABOVE THE GROUND. THE TOP OF THE PIPE HAS A FLAT COPPER CAP
 GL0816'SCREWED ON IT. THE CAP IS NUMBERED 284 ACROSS THE CENTER OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0815 ***********************************************************************
 GL0815  DESIGNATION -  BOUNDARY MI 287 NM TX
 GL0815  PID         -  GL0815
 GL0815  STATE/COUNTY-  TX/DALLAM
 GL0815  USGS QUAD   -  SEDAN NE (1970)
 GL0815
 GL0815                         *CURRENT SURVEY CONTROL
 GL0815  ___________________________________________________________________
 GL0815* NAD 83(1986)-  36 09 49.     (N)    103 02 28.     (W)     SCALED    
 GL0815* NAVD 88     -      1375.353  (meters)    4512.30   (feet)  ADJUSTED  
 GL0815  ___________________________________________________________________
 GL0815  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 GL0815  DYNAMIC HT  -        1373.726 (meters)    4506.97  (feet)  COMP
 GL0815  MODELED GRAV-     979,401.0   (mgal)                       NAVD 88
 GL0815
 GL0815  VERT ORDER  -  SECOND    CLASS 0
 GL0815
 GL0815.The horizontal coordinates were scaled from a topographic map and have
 GL0815.an estimated accuracy of +/- 6 seconds.
 GL0815
 GL0815.The orthometric height was determined by differential leveling
 GL0815.and adjusted by the National Geodetic Survey in June 1991..
 GL0815
 GL0815.The geoid height was determined by GEOID03.
 GL0815
 GL0815.The dynamic height is computed by dividing the NAVD 88
 GL0815.geopotential number by the normal gravity value computed on the
 GL0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0815.degrees latitude (g = 980.6199 gals.).
 GL0815
 GL0815.The modeled gravity was interpolated from observed gravity values.
 GL0815
 GL0815;                    North         East    Units  Estimated Accuracy
 GL0815;SPC TX N     - 1,241,110.       61,340.      MT  (+/- 180 meters Scaled)
 GL0815
 GL0815                          SUPERSEDED SURVEY CONTROL
 GL0815
 GL0815  NGVD 29 (??/??/92) 1374.684  (m)         4510.11   (f) ADJ UNCH    2 0
 GL0815
 GL0815.Superseded values are not recommended for survey control.
 GL0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0815.See file dsdata.txt to determine how the superseded data were derived.
 GL0815
 GL0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA761038(NAD 83)
 GL0815_MARKER: P = PIPE CAP
 GL0815_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GL0815_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GL0815_STAMPING: 287
 GL0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0815+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0815
 GL0815  HISTORY     - Date     Condition        Report By
 GL0815  HISTORY     - UNK      MONUMENTED       IBC
 GL0815  HISTORY     - 1955     GOOD             NGS
 GL0815  HISTORY     - 20050806 GOOD             USPSQD
 GL0815
 GL0815                          STATION DESCRIPTION
 GL0815
 GL0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0815'15.4 MI S FROM TEXLINE.
 GL0815'15.4 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0815'CITY RAILROAD STATION AT TEXLINE, ON THE NEW MEXICO AND TEXAS STATE
 GL0815'LINE, IN LINE WITH A NORTH AND SOUTH FENCE, 52 FEET WEST OF THE CENTER
 GL0815'LINE OF THE FARM ROAD, 1.5 FEET NORTH OF A WITNESS POST, RIVETED ON
 GL0815'THE TOP OF AN IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 GL0815
 GL0815                          STATION RECOVERY (2005)
 GL0815
 GL0815'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0815'FOUND A 2 INCH GALVENIZED STEEL PIPE IN THE GROUNG WITH ABOUT 8 INCHES
 GL0815'STICKING ABOVE THE GROUND. THE TOP OF THE PIPE HAS A FLAT COPPER CAP
 GL0815'SCREWED ON IT. THE CAP IS NUMBERED 287 ACROSS THE CENTER OF THE TOP.
 GL0815'NOTE THERE IS THE REMAINS OF A METAL WITNESS POST HERE.  THE SIGN IS
 GL0815'FULL OF BULLET HOLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0814 ***********************************************************************
 GL0814  DESIGNATION -  BOUNDARY MI 288 NM TX
 GL0814  PID         -  GL0814
 GL0814  STATE/COUNTY-  TX/DALLAM
 GL0814  USGS QUAD   -  SEDAN NE (1970)
 GL0814
 GL0814                         *CURRENT SURVEY CONTROL
 GL0814  ___________________________________________________________________
 GL0814* NAD 83(1986)-  36 10 41.     (N)    103 02 28.     (W)     SCALED    
 GL0814* NAVD 88     -      1382.172  (meters)    4534.68   (feet)  ADJUSTED  
 GL0814  ___________________________________________________________________
 GL0814  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 GL0814  DYNAMIC HT  -        1380.539 (meters)    4529.32  (feet)  COMP
 GL0814  MODELED GRAV-     979,402.1   (mgal)                       NAVD 88
 GL0814
 GL0814  VERT ORDER  -  SECOND    CLASS 0
 GL0814
 GL0814.The horizontal coordinates were scaled from a topographic map and have
 GL0814.an estimated accuracy of +/- 6 seconds.
 GL0814
 GL0814.The orthometric height was determined by differential leveling
 GL0814.and adjusted by the National Geodetic Survey in June 1991..
 GL0814
 GL0814.The geoid height was determined by GEOID03.
 GL0814
 GL0814.The dynamic height is computed by dividing the NAVD 88
 GL0814.geopotential number by the normal gravity value computed on the
 GL0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0814.degrees latitude (g = 980.6199 gals.).
 GL0814
 GL0814.The modeled gravity was interpolated from observed gravity values.
 GL0814
 GL0814;                    North         East    Units  Estimated Accuracy
 GL0814;SPC TX N     - 1,242,720.       61,370.      MT  (+/- 180 meters Scaled)
 GL0814
 GL0814                          SUPERSEDED SURVEY CONTROL
 GL0814
 GL0814  NGVD 29 (??/??/92) 1381.502  (m)         4532.48   (f) ADJ UNCH    2 0
 GL0814
 GL0814.Superseded values are not recommended for survey control.
 GL0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0814.See file dsdata.txt to determine how the superseded data were derived.
 GL0814
 GL0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA761054(NAD 83)
 GL0814_MARKER: P = PIPE CAP
 GL0814_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GL0814_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GL0814_STAMPING: 288
 GL0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0814+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0814
 GL0814  HISTORY     - Date     Condition        Report By
 GL0814  HISTORY     - UNK      MONUMENTED       IBC
 GL0814  HISTORY     - 1955     GOOD             NGS
 GL0814  HISTORY     - 20050806 GOOD             USPSQD
 GL0814
 GL0814                          STATION DESCRIPTION
 GL0814
 GL0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0814'14.4 MI S FROM TEXLINE.
 GL0814'14.4 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0814'CITY RAILROAD STATION AT TEXLINE, ON THE NEW MEXICO AND TEXAS STATE
 GL0814'LINE, IN LINE WITH A NORTH AND SOUTH FENCE, 52 FEET WEST OF THE CENTER
 GL0814'LINE OF THE FARM ROAD, 1.5 FEET NORTH OF A WITNESS POST, RIVETED ON
 GL0814'THE TOP OF AN IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 GL0814
 GL0814                          STATION RECOVERY (2005)
 GL0814
 GL0814'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0814'FOUND A 2 INCH GALVENIZED STEEL PIPE IN THE GROUNG WITH ABOUT 24
 GL0814'INCHES STICKING ABOVE THE GROUND. THE TOP OF THE PIPE HAS A FLAT
 GL0814'COPPER CAP SCREWED ON IT. THE CAP IS NUMBERED 288 ACROSS THE CENTER OF
 GL0814'THE TOP. THE PIPE IS SO FAR OUT OF THE GROUND THAT THERE IS NO NEED
 GL0814'FOR A WITNESS POST HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0812 ***********************************************************************
 GL0812  DESIGNATION -  BOUNDARY MI 290 NM TX
 GL0812  PID         -  GL0812
 GL0812  STATE/COUNTY-  TX/DALLAM
 GL0812  USGS QUAD   -  SEDAN NE (1970)
 GL0812
 GL0812                         *CURRENT SURVEY CONTROL
 GL0812  ___________________________________________________________________
 GL0812* NAD 83(1986)-  36 12 26.     (N)    103 02 29.     (W)     SCALED    
 GL0812* NAVD 88     -      1387.724  (meters)    4552.89   (feet)  ADJUSTED  
 GL0812  ___________________________________________________________________
 GL0812  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 GL0812  DYNAMIC HT  -        1386.084 (meters)    4547.51  (feet)  COMP
 GL0812  MODELED GRAV-     979,402.3   (mgal)                       NAVD 88
 GL0812
 GL0812  VERT ORDER  -  SECOND    CLASS 0
 GL0812
 GL0812.The horizontal coordinates were scaled from a topographic map and have
 GL0812.an estimated accuracy of +/- 6 seconds.
 GL0812
 GL0812.The orthometric height was determined by differential leveling
 GL0812.and adjusted by the National Geodetic Survey in June 1991..
 GL0812
 GL0812.The geoid height was determined by GEOID03.
 GL0812
 GL0812.The dynamic height is computed by dividing the NAVD 88
 GL0812.geopotential number by the normal gravity value computed on the
 GL0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0812.degrees latitude (g = 980.6199 gals.).
 GL0812
 GL0812.The modeled gravity was interpolated from observed gravity values.
 GL0812
 GL0812;                    North         East    Units  Estimated Accuracy
 GL0812;SPC TX N     - 1,245,950.       61,390.      MT  (+/- 180 meters Scaled)
 GL0812
 GL0812                          SUPERSEDED SURVEY CONTROL
 GL0812
 GL0812  NGVD 29 (??/??/92) 1387.049  (m)         4550.68   (f) ADJ UNCH    2 0
 GL0812
 GL0812.Superseded values are not recommended for survey control.
 GL0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0812.See file dsdata.txt to determine how the superseded data were derived.
 GL0812
 GL0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA760087(NAD 83)
 GL0812_MARKER: P = PIPE CAP
 GL0812_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GL0812_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GL0812_STAMPING: 290
 GL0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0812+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0812
 GL0812  HISTORY     - Date     Condition        Report By
 GL0812  HISTORY     - UNK      MONUMENTED       IBC
 GL0812  HISTORY     - 1955     GOOD             NGS
 GL0812  HISTORY     - 20050806 GOOD             USPSQD
 GL0812
 GL0812                          STATION DESCRIPTION
 GL0812
 GL0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0812'12.4 MI S FROM TEXLINE.
 GL0812'12.4 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0812'CITY RAILROAD STATION AT TEXLINE, 51 FEET WEST OF THE CENTER LINE OF
 GL0812'THE FARM ROAD, 22.5 FEET EAST OF A NORTH AND SOUTH FENCE, 14.7 FEET
 GL0812'SOUTH OF A CONCRETE RIGHT OF WAY MARKER, 2 FEET NORTH OF A WITNESS
 GL0812'POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE
 GL0812'THE GROUND, ON THE NEW MEXICO AND TEXAS STATE LINE.
 GL0812
 GL0812                          STATION RECOVERY (2005)
 GL0812
 GL0812'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0812'FOUND A 2 INCH GALVENIZED STEEL PIPE IN THE GROUNG WITH ABOUT 12
 GL0812'INCHES STICKING ABOVE THE GROUND. THE TOP OF THE PIPE HAS A FLAT
 GL0812'COPPER CAP SCREWED ON IT. THE CAP IS NUMBERED 290 ACROSS THE CENTER OF
 GL0812'THE TOP. THE PIPE IS SO FAR OUT OF THE GROUND THAT THERE IS NO NEED
 GL0812'FOR A WITNESS POST HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0810 ***********************************************************************
 GL0810  DESIGNATION -  BOUNDARY MI 291 NM TX
 GL0810  PID         -  GL0810
 GL0810  STATE/COUNTY-  TX/DALLAM
 GL0810  USGS QUAD   -  SEDAN NE (1970)
 GL0810
 GL0810                         *CURRENT SURVEY CONTROL
 GL0810  ___________________________________________________________________
 GL0810* NAD 83(1986)-  36 13 18.     (N)    103 02 29.     (W)     SCALED    
 GL0810* NAVD 88     -      1390.262  (meters)    4561.22   (feet)  ADJUSTED  
 GL0810  ___________________________________________________________________
 GL0810  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 GL0810  DYNAMIC HT  -        1388.619 (meters)    4555.83  (feet)  COMP
 GL0810  MODELED GRAV-     979,402.1   (mgal)                       NAVD 88
 GL0810
 GL0810  VERT ORDER  -  SECOND    CLASS 0
 GL0810
 GL0810.The horizontal coordinates were scaled from a topographic map and have
 GL0810.an estimated accuracy of +/- 6 seconds.
 GL0810
 GL0810.The orthometric height was determined by differential leveling
 GL0810.and adjusted by the National Geodetic Survey in June 1991..
 GL0810
 GL0810.The geoid height was determined by GEOID03.
 GL0810
 GL0810.The dynamic height is computed by dividing the NAVD 88
 GL0810.geopotential number by the normal gravity value computed on the
 GL0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0810.degrees latitude (g = 980.6199 gals.).
 GL0810
 GL0810.The modeled gravity was interpolated from observed gravity values.
 GL0810
 GL0810;                    North         East    Units  Estimated Accuracy
 GL0810;SPC TX N     - 1,247,560.       61,420.      MT  (+/- 180 meters Scaled)
 GL0810
 GL0810                          SUPERSEDED SURVEY CONTROL
 GL0810
 GL0810  NGVD 29 (??/??/92) 1389.588  (m)         4559.01   (f) ADJ UNCH    2 0
 GL0810
 GL0810.Superseded values are not recommended for survey control.
 GL0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0810.See file dsdata.txt to determine how the superseded data were derived.
 GL0810
 GL0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA760103(NAD 83)
 GL0810_MARKER: P = PIPE CAP
 GL0810_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GL0810_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GL0810_STAMPING: 291
 GL0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0810+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0810
 GL0810  HISTORY     - Date     Condition        Report By
 GL0810  HISTORY     - UNK      MONUMENTED       IBC
 GL0810  HISTORY     - 1955     GOOD             NGS
 GL0810  HISTORY     - 20050806 GOOD             USPSQD
 GL0810
 GL0810                          STATION DESCRIPTION
 GL0810
 GL0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0810'11.4 MI S FROM TEXLINE.
 GL0810'11.4 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0810'CITY RAILROAD STATION AT TEXLINE, 250 FEET NORTHWEST OF THE CENTER
 GL0810'LINE OF THE FARM ROAD, 312 FEET NORTH OF A FENCE LEADING EAST, 31 FEET
 GL0810'WEST OF THE CENTER LINE OF AN ABANDONED NORTH AND SOUTH ROAD, 2.5 FEET
 GL0810'EAST OF A NORTH AND SOUTH FENCE, 1.3 FEET SOUTH OF A WITNESS POST,
 GL0810'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE
 GL0810'GROUND.  ON THE NEW MEXICO AND TEXAS STATE LINE.
 GL0810
 GL0810                          STATION RECOVERY (2005)
 GL0810
 GL0810'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0810'FOUND A 2 INCH GALVENIZED STEEL PIPE IN THE GROUNG WITH ABOUT 10
 GL0810'INCHES STICKING ABOVE THE GROUND. THE TOP OF THE PIPE HAS A FLAT
 GL0810'COPPER CAP SCREWED ON IT. THE CAP IS NUMBERED 291 ACROSS THE CENTER OF
 GL0810'THE TOP. THE PIPE IS SO FAR OUT OF THE GROUND THAT THERE IS NO NEED
 GL0810'FOR A WITNESS POST HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0809 ***********************************************************************
 GL0809  DESIGNATION -  BOUNDARY MI 292 NM TX
 GL0809  PID         -  GL0809
 GL0809  STATE/COUNTY-  TX/DALLAM
 GL0809  USGS QUAD   -  SEDAN NE (1970)
 GL0809
 GL0809                         *CURRENT SURVEY CONTROL
 GL0809  ___________________________________________________________________
 GL0809* NAD 83(1986)-  36 14 10.     (N)    103 02 29.     (W)     SCALED    
 GL0809* NAVD 88     -      1392.664  (meters)    4569.10   (feet)  ADJUSTED  
 GL0809  ___________________________________________________________________
 GL0809  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 GL0809  DYNAMIC HT  -        1391.019 (meters)    4563.70  (feet)  COMP
 GL0809  MODELED GRAV-     979,402.1   (mgal)                       NAVD 88
 GL0809
 GL0809  VERT ORDER  -  SECOND    CLASS 0
 GL0809
 GL0809.The horizontal coordinates were scaled from a topographic map and have
 GL0809.an estimated accuracy of +/- 6 seconds.
 GL0809
 GL0809.The orthometric height was determined by differential leveling
 GL0809.and adjusted by the National Geodetic Survey in June 1991..
 GL0809
 GL0809.The geoid height was determined by GEOID03.
 GL0809
 GL0809.The dynamic height is computed by dividing the NAVD 88
 GL0809.geopotential number by the normal gravity value computed on the
 GL0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0809.degrees latitude (g = 980.6199 gals.).
 GL0809
 GL0809.The modeled gravity was interpolated from observed gravity values.
 GL0809
 GL0809;                    North         East    Units  Estimated Accuracy
 GL0809;SPC TX N     - 1,249,160.       61,440.      MT  (+/- 180 meters Scaled)
 GL0809
 GL0809                          SUPERSEDED SURVEY CONTROL
 GL0809
 GL0809  NGVD 29 (??/??/92) 1391.989  (m)         4566.88   (f) ADJ UNCH    2 0
 GL0809
 GL0809.Superseded values are not recommended for survey control.
 GL0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0809.See file dsdata.txt to determine how the superseded data were derived.
 GL0809
 GL0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA760119(NAD 83)
 GL0809_MARKER: P = PIPE CAP
 GL0809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GL0809_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GL0809_STAMPING: 292
 GL0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0809+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0809
 GL0809  HISTORY     - Date     Condition        Report By
 GL0809  HISTORY     - UNK      MONUMENTED       IBC
 GL0809  HISTORY     - 1955     GOOD             NGS
 GL0809  HISTORY     - 20050806 GOOD             USPSQD
 GL0809
 GL0809                          STATION DESCRIPTION
 GL0809
 GL0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0809'10.3 MI S FROM TEXLINE.
 GL0809'10.3 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0809'CITY RAILROAD STATION AT TEXLINE, 50 FEET WEST OF THE CENTER LINE OF
 GL0809'THE FARM ROAD, 50.5 FEET NORTHEAST OF A FENCE CORNER, 30.8 FEET EAST
 GL0809'OF A NORTH AND SOUTH FENCE, 2 FEET SOUTH OF A WITNESS POST, ON THE NEW
 GL0809'MEXICO AND TEXAS STATE LINE, 10 FEET ABOVE THE LEVEL OF THE ROAD,
 GL0809'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE
 GL0809'GROUND.
 GL0809
 GL0809                          STATION RECOVERY (2005)
 GL0809
 GL0809'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0809'FOUND A 2 INCH GALVENIZED STEEL PIPE IN THE GROUNG WITH ABOUT 6 INCHES
 GL0809'STICKING ABOVE THE GROUND. THE TOP OF THE PIPE HAS A FLAT COPPER CAP
 GL0809'SCREWED ON IT. THE CAP IS NUMBERED 292 ACROSS THE CENTER OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1564 ***********************************************************************
 CX1564  DESIGNATION -  BOUNDARY MILE COR 194 NM TX
 CX1564  PID         -  CX1564
 CX1564  STATE/COUNTY-  TX/EL PASO
 CX1564  USGS QUAD   -  NEWMAN (1955)
 CX1564
 CX1564                         *CURRENT SURVEY CONTROL
 CX1564  ___________________________________________________________________
 CX1564* NAD 83(1993)-  32 00 05.37213(N)    106 22 11.53617(W)     ADJUSTED  
 CX1564* NAVD 88     -      1237.7    (meters)    4061.     (feet)  VERTCON   
 CX1564  ___________________________________________________________________
 CX1564  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CX1564  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CX1564
 CX1564  HORZ ORDER  -  SECOND
 CX1564
 CX1564.The horizontal coordinates were established by classical geodetic methods
 CX1564.and adjusted by the National Geodetic Survey in February 1996..
 CX1564.No horizontal observational check was made to the station.
 CX1564
 CX1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1564
 CX1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1564
 CX1564.The geoid height was determined by GEOID03.
 CX1564
 CX1564;                    North         East     Units Scale Factor Converg.
 CX1564;SPC TX C     - 3,274,315.913   129,858.404   MT  1.00003388   -3 06 33.0
 CX1564;SPC TX C     -10,742,484.79    426,043.78   sFT  1.00003388   -3 06 33.0
 CX1564;UTM  13      - 3,541,420.928   370,604.998   MT  0.99980648   -0 43 33.8
 CX1564
 CX1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1564!SPC TX C     -   0.99980945  x   1.00003388  =   0.99984333
 CX1564!UTM  13      -   0.99980945  x   0.99980648  =   0.99961597
 CX1564
 CX1564                          SUPERSEDED SURVEY CONTROL
 CX1564
 CX1564  NAD 83(1993)-  32 00 05.37313(N)    106 22 11.53655(W) AD(       ) 2
 CX1564  NAD 83(1986)-  32 00 05.37588(N)    106 22 11.53427(W) AD(       ) 2
 CX1564  NAD 27      -  32 00 05.00605(N)    106 22 09.58414(W) AD(       ) 2
 CX1564  NGVD 29 (07/19/86) 1237.1    (m)         4059.     (f) VERT ANG       
 CX1564
 CX1564.Superseded values are not recommended for survey control.
 CX1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1564.See file dsdata.txt to determine how the superseded data were derived.
 CX1564
 CX1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7060541421(NAD 83)
 CX1564_MARKER: DD = SURVEY DISK
 CX1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1564+STABILITY: SURFACE MOTION
 CX1564
 CX1564  HISTORY     - Date     Condition        Report By
 CX1564  HISTORY     - 1981     MONUMENTED       IBC
 CX1564
 CX1564                          STATION DESCRIPTION
 CX1564
 CX1564'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1981 (DCF)
 CX1564'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI) NORTHEAST OF
 CX1564'NORTH FRANKLIN MOUNTAIN, 2.4 KM (1-1/2 MI) EAST OF THE POINT
 CX1564'WHERE US HIGHWAY 54 CROSSES THE TEXAS-NEW MEXICO STATE LINE,
 CX1564'AND IS ON THE STATE LINE.
 CX1564'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CX1564'CIVIC CENTER PLAZA, EL PASO, TEXAS 79999, TELEPHONE NUMBER
 CX1564'915-543-4200.
 CX1564'
 CX1564'TO REACH THE STATION FROM THE JUNCTION OF TEXAS FARM ROAD
 CX1564'2529 AND MCCOMBS STREET, GO NORTH ON MCCOMBS STREET FOR
 CX1564'1.6 KM (1.0 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 CX1564'EAST FOR 3.5 KM (2.2 MI) TO THE STATION ON THE RIGHT.
 CX1564'
 CX1564'THE STATION IS A STANDARD US BOUNDARY COMMISSION DISK
 CX1564'STAMPED---194---,
 CX1564'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CX1564'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 CX1564'13.53 METERS (44.4 FT) NORTH FROM THE FENCE LINE AND
 CX1564'5.0 METERS (16.5 FT) SOUTH FROM THE CENTER OF THE ROAD.
 CX1564'
 CX1564'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1567 ***********************************************************************
 CX1567  DESIGNATION -  BOUNDARY MILE COR 195 NM TX
 CX1567  PID         -  CX1567
 CX1567  STATE/COUNTY-  TX/EL PASO
 CX1567  USGS QUAD   -  NEWMAN SW (1955)
 CX1567
 CX1567                         *CURRENT SURVEY CONTROL
 CX1567  ___________________________________________________________________
 CX1567* NAD 83(1993)-  32 00 05.05547(N)    106 23 12.87275(W)     ADJUSTED  
 CX1567* NAVD 88     -      1239.2    (meters)    4066.     (feet)  VERTCON   
 CX1567  ___________________________________________________________________
 CX1567  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CX1567  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CX1567
 CX1567  HORZ ORDER  -  SECOND
 CX1567
 CX1567.The horizontal coordinates were established by classical geodetic methods
 CX1567.and adjusted by the National Geodetic Survey in February 1996..
 CX1567
 CX1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1567
 CX1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1567
 CX1567.The geoid height was determined by GEOID03.
 CX1567
 CX1567;                    North         East     Units Scale Factor Converg.
 CX1567;SPC TX C     - 3,274,393.620   128,250.253   MT  1.00003385   -3 07 04.6
 CX1567;SPC TX C     -10,742,739.73    420,767.71   sFT  1.00003385   -3 07 04.6
 CX1567;SPC NM C     -   111,030.916   487,064.515   MT  0.99990206   -0 04 21.2
 CX1567;SPC NM C     -   364,273.93  1,597,977.50   sFT  0.99990206   -0 04 21.2
 CX1567;UTM  13      - 3,541,431.701   368,995.368   MT  0.99981165   -0 44 06.3
 CX1567
 CX1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1567!SPC TX C     -   0.99980922  x   1.00003385  =   0.99984306
 CX1567!SPC NM C     -   0.99980922  x   0.99990206  =   0.99971130
 CX1567!UTM  13      -   0.99980922  x   0.99981165  =   0.99962090
 CX1567
 CX1567:                Primary Azimuth Mark                     Grid Az
 CX1567:SPC TX C     -  REEVES                                   186 35 41.7
 CX1567:SPC NM C     -  REEVES                                   183 32 58.3
 CX1567:UTM  13      -  REEVES                                   184 12 43.4
 CX1567
 CX1567|---------------------------------------------------------------------|
 CX1567| PID    Reference Object                     Distance      Geod. Az  |
 CX1567|                                                           dddmmss.s |
 CX1567| CE0630 REEVES                              APPROX. 1.1 KM 1832837.1 |
 CX1567|---------------------------------------------------------------------|
 CX1567
 CX1567                          SUPERSEDED SURVEY CONTROL
 CX1567
 CX1567  NAD 83(1993)-  32 00 05.05638(N)    106 23 12.87308(W) AD(       ) 2
 CX1567  NAD 83(1986)-  32 00 05.05929(N)    106 23 12.87090(W) AD(       ) 2
 CX1567  NAD 27      -  32 00 04.69014(N)    106 23 10.91908(W) AD(       ) 2
 CX1567  NGVD 29 (07/19/86) 1238.6    (m)         4064.     (f) VERT ANG       
 CX1567
 CX1567.Superseded values are not recommended for survey control.
 CX1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1567.See file dsdata.txt to determine how the superseded data were derived.
 CX1567
 CX1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6899541432(NAD 83)
 CX1567_MARKER: DD = SURVEY DISK
 CX1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1567
 CX1567  HISTORY     - Date     Condition        Report By
 CX1567  HISTORY     - 1934     MONUMENTED       CGS
 CX1567  HISTORY     - 1981     GOOD             IBC
 CX1567
 CX1567                          STATION DESCRIPTION
 CX1567
 CX1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CX1567'ON THE TEXAS-NEW MEXICO BOUNDARY LINE, ABOUT 4 MILES WEST OF
 CX1567'NEWMAN, 0.5 MILE FROM STATION REEVES, 48 FEET SOUTH OF AN
 CX1567'EAST-WEST FENCE, ON A FLAT MESA USED AS PASTURE LAND.  THE
 CX1567'STATION IS MARKED WITH AN IRON PIPE WITH A BRONZE TABLET
 CX1567'CEMENTED IN THE TOP.
 CX1567
 CX1567                          STATION RECOVERY (1981)
 CX1567
 CX1567'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1981 (DCF)
 CX1567'THE STATION WAS RECOVERED BUT NOT AS DESCRIBED, A NEW
 CX1567'AND COMPLETE DESCRIPTION FOLLOWS.
 CX1567'THE STATION IS LOCATED ABOUT 21.7 KM (13-1/2 MI) NORTH OF
 CX1567'THE INTERNATIONAL AIRPORT, 6.4 KM (4 MI) WEST OF THE POINT
 CX1567'WHERE U.S. HIGHWAY 54 CROSSES THE TEXAS-NEW MEXICO STATE LINE
 CX1567'AND THE STATION IS LOCATED ON THE STATE LINE.
 CX1567'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CX1567'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CX1567'915-543-4200.
 CX1567'
 CX1567'TO REACH THE STATION FROM THE JUNCTION OF TEXAS FARM ROAD
 CX1567'2529 AND MCCOMBS STREET, ON THE NORTH SIDE OF EL PASO, GO
 CX1567'NORTH ON MCCOMBS STREET FOR 1.6 KM (1.0 MI) TO A SIDE
 CX1567'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 1.9 KM
 CX1567'(1.2 MI) TO THE STATION ON THE RIGHT.
 CX1567'
 CX1567'THE STATION IS A STANDARD U.S. BOUNDARY COMMISSION DISK
 CX1567'STAMPED---195---,
 CX1567'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CX1567'FLUSH WITH GROUND.  IT IS LOCATED
 CX1567'7.3 METERS (24.0 FT) SOUTH FROM THE CENTER OF ROAD,
 CX1567'0.6 METER (2.0 FT) WEST FROM THE METAL WITNESS POST, AND
 CX1567'0.3 METER (1.0 FT) NORTH FROM A FENCE LINE.
 CX1567'
 CX1567'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0834 ***********************************************************************
 CC0834  DESIGNATION -  BOUNDARY MILE COR 53 ECC NM TX
 CC0834  PID         -  CC0834
 CC0834  STATE/COUNTY-  TX/LOVING
 CC0834  USGS QUAD   -  RED BLUFF (1968)
 CC0834
 CC0834                         *CURRENT SURVEY CONTROL
 CC0834  ___________________________________________________________________
 CC0834* NAD 83(1993)-  31 59 46.48937(N)    103 58 11.77822(W)     ADJUSTED  
 CC0834* NAVD 88     -       897.01   (+/-2cm)    2942.9    (feet)  VERTCON   
 CC0834  ___________________________________________________________________
 CC0834  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CC0834  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CC0834
 CC0834  HORZ ORDER  -  FIRST
 CC0834  VERT ORDER  -  THIRD ? (See Below)
 CC0834
 CC0834.The horizontal coordinates were established by classical geodetic methods
 CC0834.and adjusted by the National Geodetic Survey in February 1996..
 CC0834
 CC0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0834.The vertical order pertains to the NGVD 29 superseded value.
 CC0834
 CC0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0834
 CC0834.The geoid height was determined by GEOID03.
 CC0834
 CC0834;                    North         East     Units Scale Factor Converg.
 CC0834;SPC TX C     - 3,263,877.832   356,401.880   MT  1.00003228   -1 52 23.0
 CC0834;SPC TX C     -10,708,239.19  1,169,295.17   sFT  1.00003228   -1 52 23.0
 CC0834;SPC NM E     -   110,509.613   199,336.708   MT  0.99992363   +0 11 33.2
 CC0834;SPC NM E     -   362,563.62    653,990.52   sFT  0.99992363   +0 11 33.2
 CC0834;UTM  13      - 3,540,483.177   597,301.103   MT  0.99971676   +0 32 45.0
 CC0834
 CC0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0834!SPC TX C     -   0.99986320  x   1.00003228  =   0.99989548
 CC0834!SPC NM E     -   0.99986320  x   0.99992363  =   0.99978684
 CC0834!UTM  13      -   0.99986320  x   0.99971676  =   0.99958000
 CC0834
 CC0834:                Primary Azimuth Mark                     Grid Az
 CC0834:SPC TX C     -  NEW MEX TEX BDRY MI COR 53               026 38 14.2
 CC0834:SPC NM E     -  NEW MEX TEX BDRY MI COR 53               024 34 18.0
 CC0834:UTM  13      -  NEW MEX TEX BDRY MI COR 53               024 13 06.2
 CC0834
 CC0834|---------------------------------------------------------------------|
 CC0834| PID    Reference Object                     Distance      Geod. Az  |
 CC0834|                                                           dddmmss.s |
 CC0834| CV0765 NEW MEX TEX BDRY MI COR 53          471.176 METERS 0244551.2 |
 CC0834| CH9166 BOUNDARY MILE COR 53 ECC RM          26.360 METERS 12046     |
 CC0834|---------------------------------------------------------------------|
 CC0834
 CC0834                          SUPERSEDED SURVEY CONTROL
 CC0834
 CC0834  NAD 83(1993)-  31 59 46.48956(N)    103 58 11.77750(W) AD(       ) 1
 CC0834  NAD 83(1986)-  31 59 46.48915(N)    103 58 11.77698(W) AD(       ) 1
 CC0834  NAD 27      -  31 59 46.03600(N)    103 58 10.04800(W) AD(       ) 1
 CC0834  NGVD 29 (07/19/86)  896.55   (m)         2941.4    (f) LEVELING    3  
 CC0834
 CC0834.Superseded values are not recommended for survey control.
 CC0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0834.See file dsdata.txt to determine how the superseded data were derived.
 CC0834
 CC0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER9730140483(NAD 83)
 CC0834_MARKER: Z = SEE DESCRIPTION
 CC0834_SETTING: 66 = SET IN ROCK OUTCROP
 CC0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0834
 CC0834  HISTORY     - Date     Condition        Report By
 CC0834  HISTORY     - 1922     MONUMENTED       CGS
 CC0834  HISTORY     - 1931     GOOD             CGS
 CC0834
 CC0834                          STATION DESCRIPTION
 CC0834
 CC0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CC0834'ABOUT 7 MILES NORTHEAST OF ANGELES, TEX., 1 MILE EAST OF THE PECOS
 CC0834'RIVER, 1-1/2 MILES NORTHWEST FROM THE CASCADE RANCH HOUSE
 CC0834'OWNED BY THE CROWDER BROTHERS, ON THE HIGHEST POINT OF THE
 CC0834'PROMINENT HILL ON THE SOUTH SIDE OF THE SADDLE IN WHICH NEW
 CC0834'MEXICO-TEXAS BOUNDARY MILE CORNER 53 IS LOCATED.  STATION
 CC0834'AND REFERENCE MARKS ARE STANDARD DISKS SET IN ROCK.
 CC0834'THE REFERENCE MARK IS 25.36 METERS (83.2)
 CC0834'FEET FROM STATION S 59 DEG 14 MIN E.  NEW MEXICO-TEXAS
 CC0834'BOUNDARY MILE CORNER 53 IS 471.174 METERS (1,545.84 FEET)
 CC0834'FROM THE STATION N 24 DEG 46 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1223 ***********************************************************************
 DM1223  DESIGNATION -  BOUNDARY MON AR LA TX ECC
 DM1223  PID         -  DM1223
 DM1223  STATE/COUNTY-  TX/CASS
 DM1223  USGS QUAD   -  RAVANNA (1975)
 DM1223
 DM1223                         *CURRENT SURVEY CONTROL
 DM1223  ___________________________________________________________________
 DM1223* NAD 83(1993)-  33 01 09.19955(N)    094 02 35.21446(W)     ADJUSTED  
 DM1223* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 DM1223  ___________________________________________________________________
 DM1223  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DM1223  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DM1223
 DM1223  HORZ ORDER  -  SECOND
 DM1223
 DM1223.The horizontal coordinates were established by classical geodetic methods
 DM1223.and adjusted by the National Geodetic Survey in September 1999..
 DM1223
 DM1223.The orthometric height was scaled from a topographic map.
 DM1223
 DM1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1223
 DM1223.The geoid height was determined by GEOID03.
 DM1223
 DM1223;                    North         East     Units Scale Factor Converg.
 DM1223;SPC TXNC     - 2,158,815.258 1,016,242.014   MT  0.99987278   +2 25 50.7
 DM1223;SPC TXNC     - 7,082,713.06  3,334,120.67   sFT  0.99987278   +2 25 50.7
 DM1223;SPC AR S     -   441,009.251   209,104.266   MT  1.00007409   -1 08 36.6
 DM1223;SPC AR S     - 1,446,877.85    686,036.25   sFT  1.00007409   -1 08 36.6
 DM1223;SPC LA N     -   280,364.298   855,812.748   MT  1.00009942   -0 48 57.0
 DM1223;SPC LA N     -   919,828.53  2,807,778.99   sFT  1.00009942   -0 48 57.0
 DM1223;UTM  15      - 3,653,901.203   402,575.463   MT  0.99971703   -0 34 06.5
 DM1223
 DM1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1223!SPC TXNC     -   0.99999333  x   0.99987278  =   0.99986611
 DM1223!SPC AR S     -   0.99999333  x   1.00007409  =   1.00006742
 DM1223!SPC LA N     -   0.99999333  x   1.00009942  =   1.00009275
 DM1223!UTM  15      -   0.99999333  x   0.99971703  =   0.99971036
 DM1223
 DM1223:                Primary Azimuth Mark                     Grid Az
 DM1223:SPC TXNC     -  RAVANA                                   008 04 02.9
 DM1223:SPC AR S     -  RAVANA                                   011 38 30.2
 DM1223:SPC LA N     -  RAVANA                                   011 18 50.6
 DM1223:UTM  15      -  RAVANA                                   011 04 00.1
 DM1223
 DM1223|---------------------------------------------------------------------|
 DM1223| PID    Reference Object                     Distance      Geod. Az  |
 DM1223|                                                           dddmmss.s |
 DM1223| DM1221 RAVANA                              APPROX. 5.5 KM 0102953.6 |
 DM1223| DM1224 BOUNDARY MON AR LA TX                 6.880 METERS 07040     |
 DM1223|---------------------------------------------------------------------|
 DM1223
 DM1223                          SUPERSEDED SURVEY CONTROL
 DM1223
 DM1223  NAD 83(1993)-  33 01 09.20316(N)    094 02 35.21232(W) AD(       ) 2
 DM1223  NAD 83(1993)-  33 01 09.20728(N)    094 02 35.20540(W) AD(       ) 2
 DM1223  NAD 83(1986)-  33 01 09.20731(N)    094 02 35.20396(W) AD(       ) 2
 DM1223  NAD 27      -  33 01 08.72600(N)    094 02 34.54600(W) AD(       ) 2
 DM1223
 DM1223.Superseded values are not recommended for survey control.
 DM1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1223.See file dsdata.txt to determine how the superseded data were derived.
 DM1223
 DM1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0257553901(NAD 83)
 DM1223_MARKER: DS = TRIANGULATION STATION DISK
 DM1223_SETTING: 0 = UNSPECIFIED SETTING
 DM1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1223
 DM1223  HISTORY     - Date     Condition        Report By
 DM1223  HISTORY     - 1930     MONUMENTED       CGS
 DM1223
 DM1223                          STATION DESCRIPTION
 DM1223
 DM1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1223'AN UNMARKED STATION 6.88 METERS (22.6 FEET) IN BEARING S 70 DEG
 DM1223'40 MIN W FROM STATION LOUTEXARK BOUNDARY MONUMENT.  A STANDARD
 DM1223'DISK WAS SET IN A STONE BOUNDARY POST ON LINE TO STATION RAVANA
 DM1223'(BEARING N 10 DEG 29 MIN 55 SEC E).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1224 ***********************************************************************
 DM1224  DESIGNATION -  BOUNDARY MON AR LA TX
 DM1224  PID         -  DM1224
 DM1224  STATE/COUNTY-  TX/CASS
 DM1224  USGS QUAD   -  RAVANNA (1975)
 DM1224
 DM1224                         *CURRENT SURVEY CONTROL
 DM1224  ___________________________________________________________________
 DM1224* NAD 83(1993)-  33 01 09.27350(N)    094 02 34.96433(W)     ADJUSTED  
 DM1224* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 DM1224  ___________________________________________________________________
 DM1224  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DM1224  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DM1224
 DM1224  HORZ ORDER  -  SECOND
 DM1224
 DM1224.The horizontal coordinates were established by classical geodetic methods
 DM1224.and adjusted by the National Geodetic Survey in September 1999..
 DM1224
 DM1224.The orthometric height was scaled from a topographic map.
 DM1224
 DM1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1224
 DM1224.The geoid height was determined by GEOID03.
 DM1224
 DM1224;                    North         East     Units Scale Factor Converg.
 DM1224;SPC TXNC     - 2,158,817.809 1,016,248.402   MT  0.99987278   +2 25 50.9
 DM1224;SPC TXNC     - 7,082,721.43  3,334,141.63   sFT  0.99987278   +2 25 50.9
 DM1224;SPC AR S     -   441,011.400   209,110.802   MT  1.00007409   -1 08 36.5
 DM1224;SPC AR S     - 1,446,884.90    686,057.69   sFT  1.00007409   -1 08 36.5
 DM1224;SPC LA N     -   280,366.484   855,819.272   MT  1.00009942   -0 48 56.9
 DM1224;SPC LA N     -   919,835.71  2,807,800.39   sFT  1.00009942   -0 48 56.9
 DM1224;UTM  15      - 3,653,903.416   402,581.975   MT  0.99971701   -0 34 06.3
 DM1224
 DM1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1224!SPC TXNC     -   0.99999333  x   0.99987278  =   0.99986611
 DM1224!SPC AR S     -   0.99999333  x   1.00007409  =   1.00006742
 DM1224!SPC LA N     -   0.99999333  x   1.00009942  =   1.00009275
 DM1224!UTM  15      -   0.99999333  x   0.99971701  =   0.99971034
 DM1224
 DM1224                          SUPERSEDED SURVEY CONTROL
 DM1224
 DM1224  NAD 83(1993)-  33 01 09.27711(N)    094 02 34.96218(W) AD(       ) 2
 DM1224  NAD 83(1993)-  33 01 09.28123(N)    094 02 34.95526(W) AD(       ) 2
 DM1224  NAD 83(1986)-  33 01 09.28126(N)    094 02 34.95382(W) AD(       ) 2
 DM1224  NAD 27      -  33 01 08.80000(N)    094 02 34.30000(W) AD(       ) 2
 DM1224
 DM1224.Superseded values are not recommended for survey control.
 DM1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1224.See file dsdata.txt to determine how the superseded data were derived.
 DM1224
 DM1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0258253903(NAD 83)
 DM1224_MARKER: DS = TRIANGULATION STATION DISK
 DM1224_SETTING: 0 = UNSPECIFIED SETTING
 DM1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1224
 DM1224  HISTORY     - Date     Condition        Report By
 DM1224  HISTORY     - 1930     MONUMENTED       CGS
 DM1224  HISTORY     - 1937     GOOD             TXHD
 DM1224  HISTORY     - 1956     GOOD             CGS
 DM1224  HISTORY     - 1961     GOOD             CGS
 DM1224
 DM1224                          STATION DESCRIPTION
 DM1224
 DM1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1224'ABOUT 9 MILES SE OF ATLANTA, 11 MILES N OF VIVIAN, AND 50
 DM1224'FEET N OF HIGHWAY 47, AT A SMALL SETTLEMENT KNOWN LOCALLY AS
 DM1224'THREE STATES.  MARKED BY STANDARD BRONZE DISK IN TOP OF
 DM1224'BOUNDARY POST OF STONE, ABOUT 10 INCHES SQUARE, AND PROJECTING
 DM1224'18 INCHES ABOVE GROUND.  A STANDARD BRONZE DISK WAS SET IN A
 DM1224'STONE BOUNDARY POST ON LINE TO STATION RAVANA (BEARING N 10 DEG
 DM1224'29 MIN 55 SEC E) FROM LOUTEXARK ECCENTRIC, AN UNMARKED STATION
 DM1224'6.88 METERS (22.6 FEET) FROM STATION S 70 DEG 40 MIN W.
 DM1224
 DM1224                          STATION RECOVERY (1937)
 DM1224
 DM1224'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1224'STATION RECOVERED AND FOUND IN GOOD CONDITION.  ORIGINAL
 DM1224'DESCRIPTION SATISFACTORY.
 DM1224
 DM1224                          STATION RECOVERY (1956)
 DM1224
 DM1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1224'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1224'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1224
 DM1224                          STATION RECOVERY (1961)
 DM1224
 DM1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JRN)
 DM1224'STATION WAS RECOVERED.  DESCRIPTION IS CORRECT.  THE HIGHWAY
 DM1224'IS S.H. 77, NOT ROUTE 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1078 ***********************************************************************
 CD1078  DESIGNATION -  BOUNDARY T P 21 MX US
 CD1078  PID         -  CD1078
 CD1078  STATE/COUNTY-  TX/EL PASO
 CD1078  USGS QUAD   -  FORT HANCOCK NW (1972)
 CD1078
 CD1078                         *CURRENT SURVEY CONTROL
 CD1078  ___________________________________________________________________
 CD1078* NAD 83(1993)-  31 23 52.04559(N)    105 59 34.81483(W)     ADJUSTED  
 CD1078* NAVD 88     -      1083.85   (+/-2cm)    3555.9    (feet)  VERTCON   
 CD1078  ___________________________________________________________________
 CD1078  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 CD1078  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CD1078
 CD1078  HORZ ORDER  -  SECOND
 CD1078  VERT ORDER  -  THIRD ? (See Below)
 CD1078
 CD1078.The horizontal coordinates were established by classical geodetic methods
 CD1078.and adjusted by the National Geodetic Survey in February 1996..
 CD1078
 CD1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1078.The vertical order pertains to the NGVD 29 superseded value.
 CD1078
 CD1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1078
 CD1078.The geoid height was determined by GEOID03.
 CD1078
 CD1078;                    North         East     Units Scale Factor Converg.
 CD1078;SPC TX C     - 3,205,594.461   162,017.064   MT  0.99990559   -2 54 54.2
 CD1078;SPC TX C     -10,517,021.16    531,550.98   sFT  0.99990559   -2 54 54.2
 CD1078;UTM  13      - 3,474,114.691   405,595.428   MT  0.99970992   -0 31 02.5
 CD1078
 CD1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1078!SPC TX C     -   0.99983364  x   0.99990559  =   0.99973924
 CD1078!UTM  13      -   0.99983364  x   0.99970992  =   0.99954360
 CD1078
 CD1078|---------------------------------------------------------------------|
 CD1078| PID    Reference Object                     Distance      Geod. Az  |
 CD1078|                                                           dddmmss.s |
 CD1078| CH9635 BOUNDARY T P 21 RM 1                 20.330 METERS 05602     |
 CD1078| CH9634 BOUNDARY T P 21 AZ MK                              1945407.4 |
 CD1078| CH9636 BOUNDARY T P 21 RM 2                 20.810 METERS 31751     |
 CD1078|---------------------------------------------------------------------|
 CD1078
 CD1078                          SUPERSEDED SURVEY CONTROL
 CD1078
 CD1078  NAD 83(1986)-  31 23 52.05757(N)    105 59 34.80522(W) AD(       ) 2
 CD1078  NAD 27      -  31 23 51.61700(N)    105 59 32.90700(W) AD(       ) 2
 CD1078  NGVD 29 (07/19/86) 1083.27   (m)         3554.0    (f) LEVELING    3  
 CD1078
 CD1078.Superseded values are not recommended for survey control.
 CD1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1078.See file dsdata.txt to determine how the superseded data were derived.
 CD1078
 CD1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ0559574115(NAD 83)
 CD1078_MARKER: DS = TRIANGULATION STATION DISK
 CD1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1078
 CD1078  HISTORY     - Date     Condition        Report By
 CD1078  HISTORY     - 1934     MONUMENTED       IBC
 CD1078  HISTORY     - 1944     MARK NOT FOUND   CGS
 CD1078  HISTORY     - 1955     GOOD             AMS
 CD1078  HISTORY     - 1972     MARK NOT FOUND   USGS
 CD1078
 CD1078                          STATION DESCRIPTION
 CD1078
 CD1078'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1934 (WRP)
 CD1078'THE STATION IS AN INTERNATIONAL BOUNDARY COMMISSION MONUMENT.
 CD1078'IT IS ABOUT 11 MILES NW FROM FORT HANCOCK.  6-1/2 MILES
 CD1078'SE FROM TORNILLO.  AND 2-1/2 MILES SE FROM THE RIO GRANDE
 CD1078'RAILROAD SIDING.  IT IS ON THE TOP OF A GRAVEL KNOLL ABOUT
 CD1078'1/2 MILE NE OF U.S. HIGHWAY 80.
 CD1078'
 CD1078'THE MARK CONSISTS OF A 4-INCH SQUARE IRON-PLATE WITH A CROSS
 CD1078'IN ITS CENTER AND THE LETTERS I.B.C. AND C DE L PRINTED ON
 CD1078'IT, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 CD1078'PROJECTS ABOUT 4 FEET ABOVE THE SURFACE OF THE SURROUNDING
 CD1078'GROUND.  THE POST IS MARKED T.P. 21.
 CD1078'
 CD1078'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE IN THE
 CD1078'TOPS OF IRON PIPES.
 CD1078'
 CD1078'REFERENCE MARK NO. 1 PROJECTS ABOUT 10 INCHES ABOVE THE
 CD1078'GROUND.
 CD1078'
 CD1078'REFERENCE MARK NO. 2 PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 CD1078'
 CD1078'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT.
 CD1078'IT IS 29.55 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 80.
 CD1078'79.0 FEET N OF N BANK OF CANAL.  189.35 FEET SE OF SE CORNER
 CD1078'OF CEMENT CULVERT.  AND 4.2 FEET S OF FENCE LINE.  THE MARK
 CD1078'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CD1078'
 CD1078'THE STATION IS REACHED FROM FORT HANCOCK BY GOING NW ON U.S.
 CD1078'HIGHWAY 80, 7.6 MILES TO THE RIVERSIDE CAFE AND SERVICE
 CD1078'STATION.  CONTINUE ON U.S. HIGHWAY 80, 3.6 MILES TO WHERE A
 CD1078'ROAD GOES RIGHT UP A HILL.  LEAVE U.S. HIGHWAY 80 HERE AND
 CD1078'FOLLOW ROAD UP HILL 0.15 MILE TO FORKS.  TAKE THE RIGHT FORK AND
 CD1078'GO ABOUT 0.1 MILE TO END OF TRUCK TRAVEL.  FROM HERE THE
 CD1078'STATION IS ABOUT 300 YARDS TO THE E.  GO THROUGH THE FENCE,
 CD1078'CROSS WASH, AND CLIMB THE GRAVEL KNOLLS TO THE TOP AND
 CD1078'STATION.  ABOUT A 5-MINUTE WALK.
 CD1078'
 CD1078'DIRT AND GRAVEL HAVE BEEN PILED UP AROUND THE MARK, SO A
 CD1078'FOUR-FOOT STAND WILL CLEAR ALL LINES.
 CD1078'
 CD1078'WATER AND SUPPLIES AT FABENS.
 CD1078'
 CD1078'ADOPTED NAME IS--UNITED STATES AND MEXICO BOUNDARY MONUMENT
 CD1078'T.P. NO. 21.
 CD1078
 CD1078                          STATION RECOVERY (1944)
 CD1078
 CD1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (VSM)
 CD1078'THE AZIMUTH MARK, STAMPED AZ MARKER I.B.C. T.P. 21 1934, HAS
 CD1078'BEEN TORN OUT BY HIGHWAY MAINTENANCE.
 CD1078
 CD1078                          STATION RECOVERY (1955)
 CD1078
 CD1078'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CD1078'STATION (AN IRON PLATE WITH TP 21 CAST IN THE TOP AND SET IN
 CD1078'A CONCRETE POST) WAS RECOVERED AS DESCRIBED IN GOOD CONDITION
 CD1078'WITH THE FOLLOWING ADDITIONS--
 CD1078'
 CD1078'STATION MARK IS 146 FT. S-SE OF A LARGE DARK BUSH, 87 FT
 CD1078'SW OF THE CENTER OF TWIN BUSHES, AND 72 FT. NE OF THE CENTER OF
 CD1078'A BUSH AT THE EDGE OF A BLUFF.
 CD1078'
 CD1078'REFERENCE MARKS 1 AND 2 RECOVERED.  AZIMUTH MARK PROBABLY
 CD1078'DESTROYED BY HIGHWAY CONSTRUCTION.
 CD1078
 CD1078                          STATION RECOVERY (1972)
 CD1078
 CD1078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (LSP)
 CD1078'STATION IS DESTROYED.  THE REFERENCE MARKS ARE IN GOOD
 CD1078'CONDITION, BUT THE STATION MARK ITSELF IS LAYING ON ITS SIDE
 CD1078'SEVERAL YARDS FROM ITS ORIGINAL POSITION.  WIND EROSION WAS
 CD1078'RESPONSIBLE FOR THE DESTRUCTION OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0723 ***********************************************************************
 AO0723  DESIGNATION -  BOW
 AO0723  PID         -  AO0723
 AO0723  STATE/COUNTY-  TX/DIMMIT
 AO0723  USGS QUAD   -  MAC DONALD LAKE (1982)
 AO0723
 AO0723                         *CURRENT SURVEY CONTROL
 AO0723  ___________________________________________________________________
 AO0723* NAD 83(1993)-  28 27 18.10967(N)    099 41 26.44297(W)     ADJUSTED  
 AO0723* NAVD 88     -       182.4    (meters)     598.     (feet)  VERTCON   
 AO0723  ___________________________________________________________________
 AO0723  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AO0723  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AO0723
 AO0723  HORZ ORDER  -  FIRST
 AO0723
 AO0723.The horizontal coordinates were established by classical geodetic methods
 AO0723.and adjusted by the National Geodetic Survey in February 1996..
 AO0723
 AO0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0723
 AO0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0723
 AO0723.The geoid height was determined by GEOID03.
 AO0723
 AO0723;                    North         East     Units Scale Factor Converg.
 AO0723;SPC TXSC     - 4,069,102.993   532,352.811   MT  0.99998019   -0 20 18.1
 AO0723;SPC TXSC     -13,350,048.74  1,746,560.85   sFT  0.99998019   -0 20 18.1
 AO0723;UTM  14      - 3,147,804.308   432,377.236   MT  0.99965643   -0 19 44.8
 AO0723
 AO0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0723!SPC TXSC     -   0.99997512  x   0.99998019  =   0.99995531
 AO0723!UTM  14      -   0.99997512  x   0.99965643  =   0.99963156
 AO0723
 AO0723|---------------------------------------------------------------------|
 AO0723| PID    Reference Object                     Distance      Geod. Az  |
 AO0723|                                                           dddmmss.s |
 AO0723| CV4326 BOW RM 1                             22.198 METERS 05748     |
 AO0723| AO0719 CATARINA STANDPIPE                  APPROX.14.4 KM 1494254.1 |
 AO0723| CV4327 BOW RM 2                             15.976 METERS 32101     |
 AO0723| CV4325 BOW AZ MK                                          3273737.5 |
 AO0723|---------------------------------------------------------------------|
 AO0723
 AO0723                          SUPERSEDED SURVEY CONTROL
 AO0723
 AO0723  NAD 83(1986)-  28 27 18.10679(N)    099 41 26.42006(W) AD(       ) 1
 AO0723  NAD 27      -  28 27 17.15503(N)    099 41 25.24553(W) AD(       ) 1
 AO0723  NGVD 29 (07/19/86)  182.3    (m)          598.     (f) VERT ANG       
 AO0723
 AO0723.Superseded values are not recommended for survey control.
 AO0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0723.See file dsdata.txt to determine how the superseded data were derived.
 AO0723
 AO0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS3237747804(NAD 83)
 AO0723_MARKER: DS = TRIANGULATION STATION DISK
 AO0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0723_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0723+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 AO0723
 AO0723  HISTORY     - Date     Condition        Report By
 AO0723  HISTORY     - 1972     MONUMENTED       NGS
 AO0723  HISTORY     - 1981     GOOD             LOCSUR
 AO0723  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 AO0723  HISTORY     - 20040119 GOOD             INDIV
 AO0723
 AO0723                          STATION DESCRIPTION
 AO0723
 AO0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0723'STATION IS ABOUT 10 MILES EAST AND 5 MILES SOUTH OF CARRIZO SPRINGS,
 AO0723'8 MILES NORTH AND 5-1/2 MILES WEST OF CATARINA, 8-1/2 MILES SOUTH
 AO0723'AND 8 MILES WEST OF BIG WELLS, 3-1/2 MILES SOUTH OF WHERE FARM ROAD
 AO0723'190 CROSSES THE NUECES RIVER AND ON THE WEST RIGHT-OF-WAY OF FARM
 AO0723'ROAD 2522.
 AO0723'
 AO0723'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 AND FARM
 AO0723'ROAD 190, ABOUT 7 MILES WEST OF BIG WELLS, GO SOUTH ON FARM ROAD 190
 AO0723'FOR 7.3 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 AO0723'SOUTHEAST ON FARM ROAD 2522 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 AO0723'LEFT, CONTINUE SOUTHEAST ON FARM ROAD 2522 FOR 0.7 MILE TO THE
 AO0723'STATION ON THE RIGHT.
 AO0723'
 AO0723'STATION MARKS ARE STANDARD DISKS, STAMPED BOW 1972.  THE SURFACE DISK
 AO0723'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AO0723'IS 6 INCHES UNDERGROUND.  IT IS 34.0 FEET SOUTHWEST OF THE CENTER OF
 AO0723'THE ROAD, 6.5 FEET NORTHEAST OF A FENCE AND 6.1 FEET NORTHEAST OF A
 AO0723'WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 AO0723'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AO0723'
 AO0723'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOW NO 1 1972, SET IN
 AO0723'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 AO0723'INCHES.  IT IS 80.0 FEET NORTHEAST OF THE WITNESS POST, 39.0 FEET
 AO0723'NORTHEAST OF THE CENTER OF THE ROAD, 1.0 FOOT SOUTHWEST OF A FENCE
 AO0723'AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0723'
 AO0723'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOW NO 2 1972, SET IN
 AO0723'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0723'WITH THE GROUND.  IT IS 52.4 FEET NORTH-NORTHEAST OF THE WITNESS
 AO0723'POST, 39.0 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 1.0 FOOT
 AO0723'NORTHEAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 AO0723'STATION.
 AO0723'
 AO0723'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOW 1972, SET IN THE TOP OF
 AO0723'A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AO0723'GROUND.  IT IS 41.2 FEET SOUTHWEST OF A WITNESS POST, 41.0 FEET
 AO0723'SOUTHWEST OF A FENCE AND 30.0 FEET NORTHEAST OF THE CENTER OF THE
 AO0723'ROAD.
 AO0723'
 AO0723'HEIGHT OF LIGHT ABOVE STATION MARK 4.94 METERS.
 AO0723
 AO0723                          STATION RECOVERY (1981)
 AO0723
 AO0723'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (MRB)
 AO0723'BOW 1972 RECOVERED GOOD.
 AO0723'
 AO0723'BOW NO. 1 RECOVERED GOOD.
 AO0723'
 AO0723'BOW NO. 2 RECOVERED GOOD.
 AO0723'
 AO0723'BOW AZM MK. RECOVERED GOOD.
 AO0723'
 AO0723'ALL MARKS FOUND IN GOOD CONDITION AND WITNESS POSTS IN TACT.
 AO0723'
 AO0723'DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES SE OF CARRIZO
 AO0723'SPRINGS.
 AO0723
 AO0723                          STATION RECOVERY (1997)
 AO0723
 AO0723'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0723'MARK NOT FOUND.
 AO0723
 AO0723                          STATION RECOVERY (2004)
 AO0723
 AO0723'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AO0723'REFERENCE MARK 1 SEARCHED FOR AND NOT FOUND, PIECES OF CONCRETE IN THE
 AO0723'AREA, MARK PROBABLY DESTROYED
 AO0723' 
 AO0723'REFERENCE MARK 2 FOUND ON ITS SIDE 16 METERS FROM THE STATION
 AO0723' 
 AO0723'AZIMUTH MARK NOT SEARCHED FOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1404 ***********************************************************************
 DN1404  DESIGNATION -  BOWDECKERS WINDMILL TOWER
 DN1404  PID         -  DN1404
 DN1404  STATE/COUNTY-  TX/MONTAGUE
 DN1404  USGS QUAD   -  BRUSHY MOUND (1979)
 DN1404
 DN1404                         *CURRENT SURVEY CONTROL
 DN1404  ___________________________________________________________________
 DN1404* NAD 83(1993)-  33 34 29.90910(N)    097 57 24.16839(W)     ADJUSTED  
 DN1404* NAVD 88     -                                                        
 DN1404  ___________________________________________________________________
 DN1404  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DN1404  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DN1404
 DN1404  HORZ ORDER  -  THIRD
 DN1404
 DN1404.The horizontal coordinates were established by classical geodetic methods
 DN1404.and adjusted by the National Geodetic Survey in February 1996..
 DN1404
 DN1404
 DN1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1404
 DN1404.The geoid height was determined by GEOID03.
 DN1404
 DN1404;                    North         East     Units Scale Factor Converg.
 DN1404;SPC TXNC     - 2,211,746.208   650,435.454   MT  0.99991422   +0 17 46.7
 DN1404;SPC TXNC     - 7,256,370.68  2,133,970.32   sFT  0.99991422   +0 17 46.7
 DN1404;UTM  14      - 3,715,519.190   596,824.535   MT  0.99971558   +0 34 37.2
 DN1404
 DN1404                          SUPERSEDED SURVEY CONTROL
 DN1404
 DN1404  NAD 83(1993)-  33 34 29.90994(N)    097 57 24.16614(W) AD(       ) 4
 DN1404  NAD 83(1986)-  33 34 29.91251(N)    097 57 24.15554(W) AD(       ) 4
 DN1404  NAD 27      -  33 34 29.53700(N)    097 57 23.02100(W) AD(       ) 3
 DN1404
 DN1404.Superseded values are not recommended for survey control.
 DN1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1404.See file dsdata.txt to determine how the superseded data were derived.
 DN1404
 DN1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9682515519(NAD 83)
 DN1404_MARKER: 66 = WINDMILL
 DN1404
 DN1404  HISTORY     - Date     Condition        Report By
 DN1404  HISTORY     - 1902     FIRST OBSERVED   CGS
 DN1404  HISTORY     - 1950     SEE DESCRIPTION  CGS
 DN1404
 DN1404                          STATION DESCRIPTION
 DN1404
 DN1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (APR)
 DN1404'A WINDMILL STILL STANDS AT THIS SITE.  IT IS NOT KNOWN WHETHER
 DN1404'THIS IS THE ORIGINAL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0874 ***********************************************************************
 DO0874  DESIGNATION -  BOWDEN ET
 DO0874  PID         -  DO0874
 DO0874  STATE/COUNTY-  TX/KNOX
 DO0874  USGS QUAD   -  MUNDAY EAST (1968)
 DO0874
 DO0874                         *CURRENT SURVEY CONTROL
 DO0874  ___________________________________________________________________
 DO0874* NAD 83(1993)-  33 26 15.61524(N)    099 36 39.27603(W)     ADJUSTED  
 DO0874* NAVD 88     -       457.5    (meters)    1501.     (feet)  VERTCON   
 DO0874  ___________________________________________________________________
 DO0874  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 DO0874  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0874
 DO0874  HORZ ORDER  -  SECOND
 DO0874
 DO0874.The horizontal coordinates were established by classical geodetic methods
 DO0874.and adjusted by the National Geodetic Survey in February 1996..
 DO0874
 DO0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0874
 DO0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0874
 DO0874.The geoid height was determined by GEOID03.
 DO0874
 DO0874;                    North         East     Units Scale Factor Converg.
 DO0874;SPC TXNC     - 2,196,934.535   496,710.243   MT  0.99989525   -0 36 21.2
 DO0874;SPC TXNC     - 7,207,776.05  1,629,623.52   sFT  0.99989525   -0 36 21.2
 DO0874;UTM  14      - 3,699,975.709   443,214.335   MT  0.99963975   -0 20 11.9
 DO0874
 DO0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0874!SPC TXNC     -   0.99993262  x   0.99989525  =   0.99982788
 DO0874!UTM  14      -   0.99993262  x   0.99963975  =   0.99957240
 DO0874
 DO0874|---------------------------------------------------------------------|
 DO0874| PID    Reference Object                     Distance      Geod. Az  |
 DO0874|                                                           dddmmss.s |
 DO0874| CX7637 BOWDEN ET RM 2                        6.584 METERS 17344     |
 DO0874| DO0879 WEINERT MUN TANK                    APPROX.14.1 KM 2042546.4 |
 DO0874| DO0882 TACKITT ET                          APPROX. 8.8 KM 2715649.9 |
 DO0874| CX7636 BOWDEN ET RM 1                        7.357 METERS 35629     |
 DO0874| DO0921 B K ELECTRIC RADIO TOWER            APPROX.19.3 KM 3583226.8 |
 DO0874|---------------------------------------------------------------------|
 DO0874
 DO0874                          SUPERSEDED SURVEY CONTROL
 DO0874
 DO0874  NAD 83(1993)-  33 26 15.61741(N)    099 36 39.27635(W) AD(       ) 2
 DO0874  NAD 83(1986)-  33 26 15.62205(N)    099 36 39.26781(W) AD(       ) 2
 DO0874  NAD 27      -  33 26 15.27558(N)    099 36 37.95867(W) AD(       ) 2
 DO0874  NGVD 29 (07/19/86)  457.4    (m)         1501.     (f) VERT ANG       
 DO0874
 DO0874.Superseded values are not recommended for survey control.
 DO0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0874.See file dsdata.txt to determine how the superseded data were derived.
 DO0874
 DO0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB4321499976(NAD 83)
 DO0874_MARKER: DD = SURVEY DISK
 DO0874_SETTING: 0 = UNSPECIFIED SETTING
 DO0874
 DO0874  HISTORY     - Date     Condition        Report By
 DO0874  HISTORY     - 1966     MONUMENTED       USGS
 DO0874
 DO0874                          STATION DESCRIPTION
 DO0874
 DO0874'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (CFL)
 DO0874'LOCATED SOUTH 39 DEG EAST, ABOUT 1 MILE (AIRLINE) FROM MUNDAY,
 DO0874'TEXAS.  AND NORTH 25 DEG EAST, ABOUT 9 MILES (AIRLINE) FROM
 DO0874'WEINERT, TEXAS.  THE STATION IS ON THE PROPERTY OF MR. CHESTER
 DO0874'BOWDEN.  25.5 FEET WEST OF THE SW CORNER OF A STORM CELLAR, AND
 DO0874'3.0 FEET NORTH OF A USGS WITNESS SIGN ON A METAL POST.  THE
 DO0874'STATION SITE CAN BE LOCATED FROM THE WICHITA FALLS (NI 14-8)
 DO0874'1--250,000 SERIES MAP.
 DO0874'
 DO0874'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1966 AND 1967.
 DO0874'
 DO0874'STATION MARK--A USGS BRONZE TABLET CRIMPED ON A COPPER-COATED
 DO0874'ROD DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN A 6-INCH TILE, 12
 DO0874'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 DO0874'GROUND AND IS STAMPED BOWDEN ET 1966.
 DO0874'
 DO0874'REFERENCE MARK NO. 1 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DO0874'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH
 DO0874'GROUND, CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0874'GRAVEL.  RM NO. 1 IS LOCATED 24.14 FEET (7.357 METERS) NORTH
 DO0874'FROM THE STATION AND IS STAMPED BOWDEN NO. 1 1966.
 DO0874'
 DO0874'REFERENCE MARK NO. 2 IS A USGS BRONZE RM TABLET CRIMPED ON A
 DO0874'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH
 DO0874'THE GROUND, CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0874'GRAVEL.  RM NO. 2 IS LOCATED 21.60 FEET (6.584 METERS) SOUTH
 DO0874'FROM THE STATION MARK AND IS STAMPED BOWDEN NO. 2 1966.
 DO0874'
 DO0874'USGS STATION TACKITT ET 1966 IS VISIBLE FROM THE GROUND AT THIS
 DO0874'STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0860 ***********************************************************************
 DN0860  DESIGNATION -  BOWIE
 DN0860  PID         -  DN0860
 DN0860  STATE/COUNTY-  TX/MONTAGUE
 DN0860  USGS QUAD   -  BOWIE (1978)
 DN0860
 DN0860                         *CURRENT SURVEY CONTROL
 DN0860  ___________________________________________________________________
 DN0860* NAD 83(1986)-  33 33 35.     (N)    097 50 49.     (W)     SCALED    
 DN0860* NAVD 88     -       345.753  (meters)    1134.36   (feet)  ADJUSTED  
 DN0860  ___________________________________________________________________
 DN0860  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DN0860  DYNAMIC HT  -         345.372 (meters)    1133.11  (feet)  COMP
 DN0860  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 DN0860
 DN0860  VERT ORDER  -  FIRST     CLASS II
 DN0860
 DN0860.The horizontal coordinates were scaled from a topographic map and have
 DN0860.an estimated accuracy of +/- 6 seconds.
 DN0860
 DN0860.The orthometric height was determined by differential leveling
 DN0860.and adjusted by the National Geodetic Survey in June 1991..
 DN0860
 DN0860.The geoid height was determined by GEOID03.
 DN0860
 DN0860.The dynamic height is computed by dividing the NAVD 88
 DN0860.geopotential number by the normal gravity value computed on the
 DN0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0860.degrees latitude (g = 980.6199 gals.).
 DN0860
 DN0860.The modeled gravity was interpolated from observed gravity values.
 DN0860
 DN0860;                    North         East    Units  Estimated Accuracy
 DN0860;SPC TXNC     - 2,210,110.      660,640.      MT  (+/- 180 meters Scaled)
 DN0860
 DN0860                          SUPERSEDED SURVEY CONTROL
 DN0860
 DN0860  NGVD 29 (??/??/92)  345.644  (m)         1134.00   (f) ADJ UNCH    1 2
 DN0860
 DN0860.Superseded values are not recommended for survey control.
 DN0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0860.See file dsdata.txt to determine how the superseded data were derived.
 DN0860
 DN0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC070139(NAD 83)
 DN0860_MARKER: DB = BENCH MARK DISK
 DN0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0860_SP_SET: BUILDING
 DN0860_STAMPING: BOWIE 1932 1134.0
 DN0860_MARK LOGO: CGS   
 DN0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0860
 DN0860  HISTORY     - Date     Condition        Report By
 DN0860  HISTORY     - 1932     MONUMENTED       CGS
 DN0860  HISTORY     - 1952     GOOD             NGS
 DN0860  HISTORY     - 1984     GOOD             NGS
 DN0860  HISTORY     - 19961116 GOOD             USPSQD
 DN0860
 DN0860                          STATION DESCRIPTION
 DN0860
 DN0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0860'IN BOWIE.
 DN0860'AT BOWIE, SET VERTICALLY IN THE SOUTH WALL OF THE CITY AUDITORIUM, 1.4
 DN0860'FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 1.6 FEET ABOVE THE
 DN0860'SIDEWALK.
 DN0860
 DN0860                          STATION RECOVERY (1984)
 DN0860
 DN0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0860'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 DN0860'AT 103 EAST TARRANT STREET.
 DN0860
 DN0860                          STATION RECOVERY (1996)
 DN0860
 DN0860'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1107 ***********************************************************************
 CA1107  DESIGNATION -  BOWIE
 CA1107  PID         -  CA1107
 CA1107  STATE/COUNTY-  TX/MCCULLOCH
 CA1107  USGS QUAD   -  WEST SWEDEN (1987)
 CA1107
 CA1107                         *CURRENT SURVEY CONTROL
 CA1107  ___________________________________________________________________
 CA1107* NAD 83(1993)-  31 11 29.55678(N)    099 27 40.75580(W)     ADJUSTED  
 CA1107* NAVD 88     -       575.1    (meters)    1887.     (feet)  VERTCON   
 CA1107  ___________________________________________________________________
 CA1107  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 CA1107  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CA1107
 CA1107  HORZ ORDER  -  SECOND
 CA1107
 CA1107.The horizontal coordinates were established by classical geodetic methods
 CA1107.and adjusted by the National Geodetic Survey in February 1996..
 CA1107
 CA1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1107
 CA1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1107
 CA1107.The geoid height was determined by GEOID03.
 CA1107
 CA1107;                    North         East     Units Scale Factor Converg.
 CA1107;SPC TX C     - 3,169,366.493   783,103.737   MT  0.99988723   +0 26 56.9
 CA1107;SPC TX C     -10,398,163.24  2,569,232.84   sFT  0.99988723   +0 26 56.9
 CA1107;UTM  14      - 3,450,921.726   456,047.549   MT  0.99962383   -0 14 20.1
 CA1107
 CA1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1107!SPC TX C     -   0.99991340  x   0.99988723  =   0.99980064
 CA1107!UTM  14      -   0.99991340  x   0.99962383  =   0.99953726
 CA1107
 CA1107:                Primary Azimuth Mark                     Grid Az
 CA1107:SPC TX C     -  HAWKINS                                  091 28 47.4
 CA1107:UTM  14      -  HAWKINS                                  092 10 04.4
 CA1107
 CA1107|---------------------------------------------------------------------|
 CA1107| PID    Reference Object                     Distance      Geod. Az  |
 CA1107|                                                           dddmmss.s |
 CA1107| CA1110 HAWKINS                             APPROX. 6.4 KM 0915544.3 |
 CA1107| CA1106 COMFORT USGS 1971                    67.968 METERS 21530     |
 CA1107| CV4328 BOWIE RM 1                           20.442 METERS 31413     |
 CA1107|---------------------------------------------------------------------|
 CA1107
 CA1107                          SUPERSEDED SURVEY CONTROL
 CA1107
 CA1107  NAD 83(1986)-  31 11 29.56494(N)    099 27 40.74149(W) AD(       ) 2
 CA1107  NAD 27      -  31 11 28.95426(N)    099 27 39.52843(W) AD(       ) 2
 CA1107  NGVD 29 (07/19/86)  575.0    (m)         1886.     (f) VERT ANG       
 CA1107
 CA1107.Superseded values are not recommended for survey control.
 CA1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1107.See file dsdata.txt to determine how the superseded data were derived.
 CA1107
 CA1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5604850922(NAD 83)
 CA1107_MARKER: DD = SURVEY DISK
 CA1107_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CA1107_SP_SET: PREFABRICATED CONCRETE POST
 CA1107
 CA1107  HISTORY     - Date     Condition        Report By
 CA1107  HISTORY     - 1971     MONUMENTED       USGS
 CA1107
 CA1107                          STATION DESCRIPTION
 CA1107
 CA1107'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1107'THE STATION IS LOCATED NORTH 62 DEG WEST, 8 MILES AIRLINE
 CA1107'FROM BRADY, TEXAS.  104 FEET NORTH, AND 7.0 FEET WEST OF
 CA1107'T-FENCE EAST AT NORTHWEST CORNER OF A RIGHT TURN OF A
 CA1107'GRAVEL ROAD ON LAND OWNED BY JESS KOY, ELDORADO, TEXAS.
 CA1107'
 CA1107'TO REACH FROM THE COURTHOUSE IN BRADY, TEXAS, GO 3.6 MILES
 CA1107'NORTHWEST ON U.S. HIGHWAYS 87 AND 283 TO JUNCTION, CONTINUE
 CA1107'5.2 MILES WEST ON U.S. HIGHWAY 87 TO A GRAVEL ROAD RIGHT
 CA1107'(NORTH) AT TOP OF HILL, GO 0.1 MILE NORTH TO A TURN RIGHT
 CA1107'AND STATION SITE NORTHWEST.  8.0 FEET SOUTHWEST OF A USGS
 CA1107'WITNESS SIGN MOUNTED ON NORTH-SOUTH FENCE.
 CA1107'
 CA1107'STATION MARK--A STANDARD BRONZE TABLET SOLDERED TO A COPPER COATED
 CA1107'STEEL ROD, DRIVEN TO REFUSAL (2.7 FEET).  CENTERED IN AN
 CA1107'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED
 CA1107'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED
 CA1107'BOWIE ET 1971.
 CA1107'
 CA1107'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE MARK TABLET
 CA1107'SOLDERED TO A COPPER COATED STEEL ROD, SET 2.3 FEET IN DRILL
 CA1107'HOLE AND GROUTED.  CENTERED IN AN ORANGEBURG TILE, 6 INCHES
 CA1107'IN DIAMETER, 1 FOOT LONG, FILLED WITH GRAVEL.  THE TABLET
 CA1107'IS FLUSH WITH THE GROUND AND STAMPED BOWIE ET NO. 1 1971.
 CA1107'
 CA1107'COMFORT ET 1960--A STANDARD ALUMINUM TABLET SET IN A CONCRETE
 CA1107'POST PROJECTING 0.6 FOOT, 150 FEET WEST, AND 40 FEET SOUTH
 CA1107'OF THE RIGHT ANGLE IN GRAVEL ROAD.  THE TABLET IS STAMPED
 CA1107'COMFORT ET 1960, AND WILL SERVE AS A REFERENCE MARK.
 CA1107'
 CA1107'STATION HAWKINS ET 1960-1971, IS VISIBLE FROM THE GROUND
 CA1107'AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1107'
 CA1107'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1402 ***********************************************************************
 DN1402  DESIGNATION -  BOWIE BRAZOS ELEC PWR CO MAST
 DN1402  PID         -  DN1402
 DN1402  STATE/COUNTY-  TX/MONTAGUE
 DN1402  USGS QUAD   -  BOWIE (1978)
 DN1402
 DN1402                         *CURRENT SURVEY CONTROL
 DN1402  ___________________________________________________________________
 DN1402* NAD 83(1993)-  33 34 21.28349(N)    097 47 57.03732(W)     ADJUSTED  
 DN1402* NAVD 88     -                                                        
 DN1402  ___________________________________________________________________
 DN1402  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 DN1402  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DN1402
 DN1402  HORZ ORDER  -  THIRD
 DN1402
 DN1402.The horizontal coordinates were established by classical geodetic methods
 DN1402.and adjusted by the National Geodetic Survey in February 1996..
 DN1402
 DN1402
 DN1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1402
 DN1402.The geoid height was determined by GEOID03.
 DN1402
 DN1402;                    North         East     Units Scale Factor Converg.
 DN1402;SPC TXNC     - 2,211,567.082   665,061.766   MT  0.99991384   +0 22 56.0
 DN1402;SPC TXNC     - 7,255,783.00  2,181,956.81   sFT  0.99991384   +0 22 56.0
 DN1402;UTM  14      - 3,715,411.895   611,448.915   MT  0.99975313   +0 39 50.8
 DN1402
 DN1402                          SUPERSEDED SURVEY CONTROL
 DN1402
 DN1402  NAD 83(1993)-  33 34 21.28618(N)    097 47 57.03271(W) AD(       ) 4
 DN1402  NAD 83(1986)-  33 34 21.28775(N)    097 47 57.02377(W) AD(       ) 4
 DN1402  NAD 27      -  33 34 20.91800(N)    097 47 55.90400(W) AD(       ) 3
 DN1402
 DN1402.Superseded values are not recommended for survey control.
 DN1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1402.See file dsdata.txt to determine how the superseded data were derived.
 DN1402
 DN1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1144915412(NAD 83)
 DN1402_MARKER: 42 = RADIO/TV MAST
 DN1402
 DN1402  HISTORY     - Date     Condition        Report By
 DN1402  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1402  HISTORY     - 1960     GOOD             CGS
 DN1402  HISTORY     - 1969     GOOD             CGS
 DN1402  HISTORY     - 19961116 GOOD             USPSQD
 DN1402
 DN1402                          STATION DESCRIPTION
 DN1402
 DN1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1402'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF BOWIE.
 DN1402'IT IS A 3 SIDED, SINGLE COLUMN STEEL TRUSSWORK STRUCTURE
 DN1402'HELD IN PLACE BY GUY CABLES AND HAS AN OVERALL HEIGHT OF 330
 DN1402'FEET.
 DN1402'
 DN1402'THE POINT OBSERVED WAS A RED LIGHT AT THE TOP OF MAST.
 DN1402'
 DN1402'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 1758 AND
 DN1402'STATE HIGHWAY 59, (2.0 MILES NORTHEAST OF BOWIE) GO EAST ON
 DN1402'FARM ROAD 1758 FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT AND
 DN1402'GO SOUTH FOR 0.2 MILE TO STATION ON LEFT.
 DN1402
 DN1402                          STATION RECOVERY (1960)
 DN1402
 DN1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1402'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1402'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1402
 DN1402                          STATION RECOVERY (1969)
 DN1402
 DN1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1402'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DN1402
 DN1402                          STATION RECOVERY (1996)
 DN1402
 DN1402'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1405 ***********************************************************************
 DN1405  DESIGNATION -  BOWIE J GRACE DRILLING CO MAST
 DN1405  PID         -  DN1405
 DN1405  STATE/COUNTY-  TX/MONTAGUE
 DN1405  USGS QUAD   -  BRUSHY MOUND (1979)
 DN1405
 DN1405                         *CURRENT SURVEY CONTROL
 DN1405  ___________________________________________________________________
 DN1405* NAD 83(1993)-  33 34 11.95869(N)    097 52 39.26054(W)     ADJUSTED  
 DN1405* NAVD 88     -                                                        
 DN1405  ___________________________________________________________________
 DN1405  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 DN1405  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DN1405
 DN1405  HORZ ORDER  -  THIRD
 DN1405
 DN1405.The horizontal coordinates were established by classical geodetic methods
 DN1405.and adjusted by the National Geodetic Survey in February 1996..
 DN1405
 DN1405
 DN1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1405
 DN1405.The geoid height was determined by GEOID03.
 DN1405
 DN1405;                    North         East     Units Scale Factor Converg.
 DN1405;SPC TXNC     - 2,211,233.982   657,785.630   MT  0.99991343   +0 20 22.1
 DN1405;SPC TXNC     - 7,254,690.16  2,158,085.02   sFT  0.99991343   +0 20 22.1
 DN1405;UTM  14      - 3,715,043.105   604,175.743   MT  0.99973379   +0 37 14.5
 DN1405
 DN1405                          SUPERSEDED SURVEY CONTROL
 DN1405
 DN1405  NAD 83(1993)-  33 34 11.96118(N)    097 52 39.25775(W) AD(       ) 4
 DN1405  NAD 83(1986)-  33 34 11.96264(N)    097 52 39.24722(W) AD(       ) 4
 DN1405  NAD 27      -  33 34 11.58400(N)    097 52 38.12000(W) AD(       ) 3
 DN1405
 DN1405.Superseded values are not recommended for survey control.
 DN1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1405.See file dsdata.txt to determine how the superseded data were derived.
 DN1405
 DN1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0417615043(NAD 83)
 DN1405_MARKER: 42 = RADIO/TV MAST
 DN1405
 DN1405  HISTORY     - Date     Condition        Report By
 DN1405  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1405  HISTORY     - 19961116 GOOD             USPSQD
 DN1405
 DN1405                          STATION DESCRIPTION
 DN1405
 DN1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1405'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF BOWIE.
 DN1405'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ALTERNATELY ORANGE AND
 DN1405'SILVER.  IT HAS AN OVER-ALL HEIGHT OF 120 FEET AND THE FLASHER
 DN1405'LIGHT AT THE TOP AND CENTER WAS THE POINT OBSERVED UPON.
 DN1405'
 DN1405'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND
 DN1405'287 IN THE SOUTHWEST EDGE OF BOWIE, GO WESTERLY ON U.S. HIGHWAY
 DN1405'287 FOR 1.5 MILES TO A T ROAD LEFT, TURN LEFT AND FOLLOW DIRT
 DN1405'ROAD SOUTH FOR ABOUT 100 YARDS TO THE STATION ON THE LEFT.
 DN1405
 DN1405                          STATION RECOVERY (1996)
 DN1405
 DN1405'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1395 ***********************************************************************
 DN1395  DESIGNATION -  BOWIE MICROWAVE MAST
 DN1395  PID         -  DN1395
 DN1395  STATE/COUNTY-  TX/MONTAGUE
 DN1395  USGS QUAD   -  BOWIE (1978)
 DN1395
 DN1395                         *CURRENT SURVEY CONTROL
 DN1395  ___________________________________________________________________
 DN1395* NAD 83(1993)-  33 34 17.11263(N)    097 51 17.75089(W)     ADJUSTED  
 DN1395* NAVD 88     -                                                        
 DN1395  ___________________________________________________________________
 DN1395  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 DN1395  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DN1395
 DN1395  HORZ ORDER  -  THIRD
 DN1395
 DN1395.The horizontal coordinates were established by classical geodetic methods
 DN1395.and adjusted by the National Geodetic Survey in February 1996..
 DN1395
 DN1395
 DN1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1395
 DN1395.The geoid height was determined by GEOID03.
 DN1395
 DN1395;                    North         East     Units Scale Factor Converg.
 DN1395;SPC TXNC     - 2,211,405.437   659,886.652   MT  0.99991366   +0 21 06.5
 DN1395;SPC TXNC     - 7,255,252.67  2,164,978.12   sFT  0.99991366   +0 21 06.5
 DN1395;UTM  14      - 3,715,224.842   606,275.526   MT  0.99973924   +0 37 59.7
 DN1395
 DN1395                          SUPERSEDED SURVEY CONTROL
 DN1395
 DN1395  NAD 83(1993)-  33 34 17.11533(N)    097 51 17.74809(W) AD(       ) 4
 DN1395  NAD 83(1986)-  33 34 17.11688(N)    097 51 17.73748(W) AD(       ) 4
 DN1395  NAD 27      -  33 34 16.73700(N)    097 51 16.61600(W) AD(       ) 3
 DN1395
 DN1395.Superseded values are not recommended for survey control.
 DN1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1395.See file dsdata.txt to determine how the superseded data were derived.
 DN1395
 DN1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0627615225(NAD 83)
 DN1395_MARKER: 44 = MICROWAVE MAST
 DN1395
 DN1395  HISTORY     - Date     Condition        Report By
 DN1395  HISTORY     - 1956     FIRST OBSERVED   CGS
 DN1395  HISTORY     - 19961116 GOOD             USPSQD
 DN1395
 DN1395                          STATION DESCRIPTION
 DN1395
 DN1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1395'THE STATION, A STEEL STRUCTURE PAINTED ALTERNATELY RED AND
 DN1395'WHITE, IS IN THE NORTHWEST PART OF BOWIE.  IT IS PROPERTY
 DN1395'JOINTLY OWNED BY THE SINCLAIR AND CONNENTIAL OIL COMPANIES.
 DN1395'IT HAS AN OVER-ALL HEIGHT OF 180 FEET AND THE RED FLASHER
 DN1395'LIGHT AT THE TOP WAS THE POINT OBSERVED UPON.
 DN1395'
 DN1395'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81
 DN1395'AND 287 IN THE WEST PART OF BOWIE GO NORTH ON U.S. HIGHWAY
 DN1395'81 FOR 0.55 MILE TO A DIRT ROAD RIGHT, TURN RIGHT AND GO EAST
 DN1395'ON THE DIRT ROAD FOR 0.1 MILE TO THE STATION.
 DN1395
 DN1395                          STATION RECOVERY (1996)
 DN1395
 DN1395'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1400 ***********************************************************************
 DN1400  DESIGNATION -  BOWIE MUNICIPAL TANK
 DN1400  PID         -  DN1400
 DN1400  STATE/COUNTY-  TX/MONTAGUE
 DN1400  USGS QUAD   -  BOWIE (1978)
 DN1400
 DN1400                         *CURRENT SURVEY CONTROL
 DN1400  ___________________________________________________________________
 DN1400* NAD 83(1993)-  33 33 59.67465(N)    097 51 04.98472(W)     ADJUSTED  
 DN1400* NAVD 88     -                                                        
 DN1400  ___________________________________________________________________
 DN1400  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 DN1400  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DN1400
 DN1400  HORZ ORDER  -  THIRD
 DN1400
 DN1400.The horizontal coordinates were established by classical geodetic methods
 DN1400.and adjusted by the National Geodetic Survey in February 1996..
 DN1400
 DN1400
 DN1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1400
 DN1400.The geoid height was determined by GEOID03.
 DN1400
 DN1400;                    North         East     Units Scale Factor Converg.
 DN1400;SPC TXNC     - 2,210,870.264   660,219.182   MT  0.99991290   +0 21 13.5
 DN1400;SPC TXNC     - 7,253,496.86  2,166,069.10   sFT  0.99991290   +0 21 13.5
 DN1400;UTM  14      - 3,714,691.401   606,610.622   MT  0.99974012   +0 38 06.5
 DN1400
 DN1400                          SUPERSEDED SURVEY CONTROL
 DN1400
 DN1400  NAD 83(1993)-  33 33 59.67728(N)    097 51 04.98187(W) AD(       ) 4
 DN1400  NAD 83(1986)-  33 33 59.67890(N)    097 51 04.97149(W) AD(       ) 4
 DN1400  NAD 27      -  33 33 59.29900(N)    097 51 03.84700(W) AD(       ) 3
 DN1400
 DN1400.Superseded values are not recommended for survey control.
 DN1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1400.See file dsdata.txt to determine how the superseded data were derived.
 DN1400
 DN1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0661114691(NAD 83)
 DN1400_MARKER: 53 = ELEVATED TANK
 DN1400
 DN1400  HISTORY     - Date     Condition        Report By
 DN1400  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1400  HISTORY     - 1960     GOOD             CGS
 DN1400  HISTORY     - 19961116 GOOD             USPSQD
 DN1400
 DN1400                          STATION DESCRIPTION
 DN1400
 DN1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1400'THE STATION IS IN THE NORTHWEST PART OF BOWIE 75 FEET SOUTHWEST
 DN1400'OF THE JUNCTION OF ROBERTS AND ORCHARD STREETS.  A 6-LEGGED
 DN1400'STEEL STRUCTURE SUPPORTS THE TANK PROPER.  THE TANK AND LEGS
 DN1400'ARE PAINTED SILVER COLOR AND HAS AN OVER-ALL HEIGHT OF 100
 DN1400'FEET.  THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 DN1400
 DN1400                          STATION RECOVERY (1960)
 DN1400
 DN1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1400'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1400'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1400
 DN1400                          STATION RECOVERY (1996)
 DN1400
 DN1400'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1401 ***********************************************************************
 DN1401  DESIGNATION -  BOWIE NATIONAL HOTEL CUPOLA
 DN1401  PID         -  DN1401
 DN1401  STATE/COUNTY-  TX/MONTAGUE
 DN1401  USGS QUAD   -  BOWIE (1978)
 DN1401
 DN1401                         *CURRENT SURVEY CONTROL
 DN1401  ___________________________________________________________________
 DN1401* NAD 83(1993)-  33 33 38.32706(N)    097 50 57.81499(W)     ADJUSTED  
 DN1401* NAVD 88     -                                                        
 DN1401  ___________________________________________________________________
 DN1401  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 DN1401  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DN1401
 DN1401  HORZ ORDER  -  THIRD
 DN1401
 DN1401.The horizontal coordinates were established by classical geodetic methods
 DN1401.and adjusted by the National Geodetic Survey in February 1996..
 DN1401
 DN1401
 DN1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1401
 DN1401.The geoid height was determined by GEOID03.
 DN1401
 DN1401;                    North         East     Units Scale Factor Converg.
 DN1401;SPC TXNC     - 2,210,213.767   660,408.157   MT  0.99991197   +0 21 17.4
 DN1401;SPC TXNC     - 7,251,343.00  2,166,689.10   sFT  0.99991197   +0 21 17.4
 DN1401;UTM  14      - 3,714,035.953   606,802.785   MT  0.99974063   +0 38 10.1
 DN1401
 DN1401                          SUPERSEDED SURVEY CONTROL
 DN1401
 DN1401  NAD 83(1993)-  33 33 38.32897(N)    097 50 57.81365(W) AD(       ) 4
 DN1401  NAD 83(1986)-  33 33 38.33051(N)    097 50 57.80203(W) AD(       ) 4
 DN1401  NAD 27      -  33 33 37.95200(N)    097 50 56.67900(W) AD(       ) 3
 DN1401
 DN1401.Superseded values are not recommended for survey control.
 DN1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1401.See file dsdata.txt to determine how the superseded data were derived.
 DN1401
 DN1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0680314036(NAD 83)
 DN1401_MARKER: 86 = CUPOLA
 DN1401
 DN1401  HISTORY     - Date     Condition        Report By
 DN1401  HISTORY     - 1902     FIRST OBSERVED   CGS
 DN1401  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN1401
 DN1401                          STATION DESCRIPTION
 DN1401
 DN1401'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0611 ***********************************************************************
 DO0611  DESIGNATION -  BOWIE NW BASE
 DO0611  PID         -  DO0611
 DO0611  STATE/COUNTY-  TX/CLAY
 DO0611  USGS QUAD   -  VASHTI (1963)
 DO0611
 DO0611                         *CURRENT SURVEY CONTROL
 DO0611  ___________________________________________________________________
 DO0611* NAD 83(1993)-  33 37 22.18842(N)    098 00 15.16012(W)     ADJUSTED  
 DO0611* NAVD 88     -       327.509  (meters)    1074.50   (feet)  ADJUSTED  
 DO0611  ___________________________________________________________________
 DO0611  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 DO0611  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DO0611  DYNAMIC HT  -         327.145 (meters)    1073.31  (feet)  COMP
 DO0611  MODELED GRAV-     979,516.8   (mgal)                       NAVD 88
 DO0611
 DO0611  HORZ ORDER  -  FIRST
 DO0611  VERT ORDER  -  FIRST     CLASS II
 DO0611
 DO0611.The horizontal coordinates were established by classical geodetic methods
 DO0611.and adjusted by the National Geodetic Survey in February 1996..
 DO0611
 DO0611.The orthometric height was determined by differential leveling
 DO0611.and adjusted by the National Geodetic Survey in June 1991..
 DO0611
 DO0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0611
 DO0611.The geoid height was determined by GEOID03.
 DO0611
 DO0611.The dynamic height is computed by dividing the NAVD 88
 DO0611.geopotential number by the normal gravity value computed on the
 DO0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0611.degrees latitude (g = 980.6199 gals.).
 DO0611
 DO0611.The modeled gravity was interpolated from observed gravity values.
 DO0611
 DO0611;                    North         East     Units Scale Factor Converg.
 DO0611;SPC TXNC     - 2,217,031.794   646,001.039   MT  0.99992219   +0 16 13.4
 DO0611;SPC TXNC     - 7,273,711.81  2,119,421.74   sFT  0.99992219   +0 16 13.4
 DO0611;UTM  14      - 3,720,781.880   592,365.190   MT  0.99970518   +0 33 05.2
 DO0611
 DO0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0611!SPC TXNC     -   0.99995284  x   0.99992219  =   0.99987504
 DO0611!UTM  14      -   0.99995284  x   0.99970518  =   0.99965804
 DO0611
 DO0611|---------------------------------------------------------------------|
 DO0611| PID    Reference Object                     Distance      Geod. Az  |
 DO0611|                                                           dddmmss.s |
 DO0611| DO0610 BOWIE NW BASE RM 2                   29.940 METERS 00745     |
 DO0611| DO0612 BOWIE NW BASE RM 3                   29.956 METERS 04308     |
 DO0611| DO0609 BOWIE NW BASE AZ MK                                2764518.6 |
 DO0611| DO0669 BOWIE NW BASE RM A 1967              25.969 METERS 27719     |
 DO0611| DO0665 BELLEVUE MUNICIPAL TANK             APPROX. 1.8 KM 3260753.5 |
 DO0611| DO0664 ATT CO RELAY TOWER KKO 30           APPROX. 7.5 KM 3492625.3 |
 DO0611|---------------------------------------------------------------------|
 DO0611
 DO0611                          SUPERSEDED SURVEY CONTROL
 DO0611
 DO0611  NAD 83(1993)-  33 37 22.18958(N)    098 00 15.15858(W) AD(       ) 1
 DO0611  NAD 83(1986)-  33 37 22.19159(N)    098 00 15.14695(W) AD(       ) 1
 DO0611  NAD 27      -  33 37 21.81960(N)    098 00 14.00670(W) AD(       ) 1
 DO0611  NGVD 29 (??/??/92)  327.571  (m)         1074.71   (f) ADJ UNCH    1 2
 DO0611
 DO0611.Superseded values are not recommended for survey control.
 DO0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0611.See file dsdata.txt to determine how the superseded data were derived.
 DO0611
 DO0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9236520782(NAD 83)
 DO0611_MARKER: DS = TRIANGULATION STATION DISK
 DO0611_SETTING: 66 = SET IN ROCK OUTCROP
 DO0611_SP_SET: ROCK
 DO0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0611+STABILITY: POSITION/ELEVATION WELL
 DO0611
 DO0611  HISTORY     - Date     Condition        Report By
 DO0611  HISTORY     - 1900     MONUMENTED       CGS
 DO0611  HISTORY     - 1937     GOOD             TXHD
 DO0611  HISTORY     - 1940     GOOD             LOCSUR
 DO0611  HISTORY     - 1948     GOOD             CGS
 DO0611  HISTORY     - 1955     GOOD             CGS
 DO0611  HISTORY     - 1956     GOOD             CGS
 DO0611  HISTORY     - 1958     GOOD             USGS
 DO0611  HISTORY     - 1960     GOOD             CGS
 DO0611  HISTORY     - 1961     GOOD             NGS
 DO0611  HISTORY     - 1966     GOOD             CGS
 DO0611  HISTORY     - 1967     GOOD             CGS
 DO0611  HISTORY     - 1975     GOOD             NGS
 DO0611
 DO0611                          STATION DESCRIPTION
 DO0611
 DO0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (ALB)
 DO0611'STATION IS ON A PROMINENT KNOLL, 1 MILE SE OF BELLEVUE, WHICH
 DO0611'IS ON THE FORT WORTH AND DENVER CITY RAILWAY, ON THE LAND OF
 DO0611'J.D. ORTON.
 DO0611'
 DO0611'SURFACE MARK IS AN OLD TYPE STATION MARK IN LIMESTONE BLOCK
 DO0611'SET IN CONCRETE.
 DO0611'
 DO0611'THE UNDERGROUND MARK IS A COPPER BOLT LEADED INTO BEDROCK,
 DO0611'3 FEET BELOW THE SURFACE OF THE GROUND.
 DO0611'
 DO0611'THE REFERENCE MARK IS A RED SANDSTONE POST, 12 INCHES DEEP
 DO0611'AND 6 INCHES SQUARE PROJECTING 3 INCHES ABOVE THE GROUND,
 DO0611'WITH A HOLE 1 INCH IN DIAMETER DRILLED IN THE CENTER OF THE
 DO0611'TOP.  IT IS ON THE FENCE LINE BETWEEN ORTONS RANCH AND THAT
 DO0611'TO THE N, 159.16 METERS (522.2 FEET) FROM THE STATION
 DO0611'N 3 DEG 18 MIN W.
 DO0611'
 DO0611'OTHER DISTANCES AND BEARINGS ARE AS FOLLOWS--SW CORNER OF
 DO0611'ORTONS HOUSE, 123.74 METERS (406.0 FEET) N 82 DEG 27 MIN E.
 DO0611'SW FENCE CORNER OF ORTONS GARDEN, 22.6 METERS (74 FEET) N 11 DEG
 DO0611'12 MIN E.  ELEVATION OF STATION IS 327.46 METERS (1,074.3 FEET).
 DO0611
 DO0611                          STATION RECOVERY (1937)
 DO0611
 DO0611'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0611'STATION RECOVERED IN GOOD CONDITION.
 DO0611'
 DO0611'TO REACH FROM BELLEVUE BUSINESS DISTRICT AND MAIN STREET, GO
 DO0611'E ON STATE HIGHWAY 50 A DISTANCE OF 0.50 MILE TO A ROAD
 DO0611'LEADING S, THENCE S ABOUT 0.6 MILE TO AN E-W ROAD, THEN E
 DO0611'0.15 MILE.  STATION IS 0.1 MILE S OF ROAD AND REFERENCED
 DO0611'IN WITH TOPOGRAPHY, AS GIVEN IN ORIGINAL DESCRIPTION.
 DO0611
 DO0611                          STATION RECOVERY (1940)
 DO0611
 DO0611'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1940
 DO0611'RECOVERED BY--PHILLIPS PETROLEUM CO
 DO0611'
 DO0611'PRESENT CONDITION OF THE MARK IS GOOD.
 DO0611
 DO0611                          STATION RECOVERY (1948)
 DO0611
 DO0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (APR)
 DO0611'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 DO0611'MARK HAS BEEN DESTROYED BY ROAD GRADERS.  A REVISED DESCRIPTION
 DO0611'IS AS FOLLOWS - STATION IS ON A PASTURE KNOLL, ABOUT 1 MILE
 DO0611'SOUTHEAST OF THE SMALL TOWN OF BELLVUE, ON THE ORTON RANCH
 DO0611'AND IS ABOUT 200 YARDS SOUTHWEST OF THE ORTON HOUSE.
 DO0611'
 DO0611'THE UNDERGROUND MARK IS A COPPER BOLT LEADED INTO BEDROCK 3
 DO0611'FEET BELOW THE SURFACE OF THE GROUND.  THE SURFACE MARK IS
 DO0611'A 4 FOOT SQUARE BLOCK OF STONE AND CONCRETE, PROJECTING ABOUT
 DO0611'10 INCHES.  TWO CONCRETE PIERS WHICH ARE 1 FOOT APART BUT
 DO0611'JOINED BY A COMMON BASE OF CONCRETE 1 FOOT HIGH AND 3 FEET
 DO0611'LONG ARE CAST IN PLACE, DIAGONALLY ACROSS THE STATION MARK
 DO0611'AND COVER THE OLD DISK WHICH IS CENTERED OVER THE SUB-SURFACE
 DO0611'MARK.
 DO0611'
 DO0611'TO REACH THE STATION FROM BELLVUE.  GO EAST ON HIGHWAY NO. 287,
 DO0611'0.4 MILE.  TURN RIGHT AT THE CROSS ROADS AND GO SOUTH 0.6 MILE.
 DO0611'TURN LEFT AND GO EAST 0.3 MILE TO THE ENTRANCE TO THE ORTON
 DO0611'RANCH YARD ON THE RIGHT.  TURN RIGHT, GO IN THROUGH THE YARD
 DO0611'AND OUT THROUGH THE PASTURE TO THE STATION ABOUT 0.1 MILE
 DO0611'WEST FROM THE BARN.
 DO0611
 DO0611                          STATION RECOVERY (1955)
 DO0611
 DO0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HWH)
 DO0611'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION O.K.
 DO0611
 DO0611                          STATION RECOVERY (1956)
 DO0611
 DO0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DO0611'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DO0611'ORIGINAL REFERENCE MARK AS DESCRIBED IN 1900 AND 1907 WAS
 DO0611'NOT RECOVERED.  A NEW REFERENCE MARK NO. 2, REFERENCE MARK
 DO0611'NO. 3 AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 DO0611'
 DO0611'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DO0611'
 DO0611'THE STATION IS ON THE TOP OF A PROMINENT KNOLL ABOUT 1 MILE
 DO0611'SOUTHEAST OF BELLEVUE, IN PASTURE LAND OWNED BY MR. EDWARD
 DO0611'ORTON WHO LIVES ABOUT 135 YARDS EAST-NORTHEAST OF THE STATION.
 DO0611'IT IS 74 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARM LOT
 DO0611'FENCE AND NEAR THE CENTER OF A DEPRESSION ABOUT 15 FEET IN
 DO0611'DIAMETER AND 14 INCHES DEEP.  IT IS AN OLD TYPE STATION MARK
 DO0611'DISK SET IN A RED LIMESTONE BLOCK ABOUT 18 INCHES SQUARE
 DO0611'AND SURROUNDED BY A 4 FOOT SQUARE OF CONCRETE.  IT PROJECTS
 DO0611'ABOUT 14 INCHES ABOVE THE BOTTOM OF THE DEPRESSION AND BEARS
 DO0611'NO STAMPING.
 DO0611'
 DO0611'REFERENCE MARK NO. 2 IS 24 FEET NORTH OF THE SOUTHWEST CORNER
 DO0611'OF A FARM LOT AND 1 FOOT WEST OF A FENCE.  IT IS SET FLUSH
 DO0611'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BOWIE
 DO0611'NORTHWEST BASE NO 2 1900.
 DO0611'
 DO0611'REFERENCE MARK NO. 3 IS 54 FEET EAST OF THE SOUTHWEST CORNER
 DO0611'OF A FARM LOT AND 1 FOOT SOUTH OF A FENCE.  IT IS SET FLUSH
 DO0611'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BOWIE
 DO0611'NORTHWEST BASE NO 3 1900.
 DO0611'
 DO0611'THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK
 DO0611'NO. 3 IS 59.7 FEET.
 DO0611'
 DO0611'THE AZIMUTH MARK IS ACROSS A GRADED ROAD EAST OF A GROUP OF
 DO0611'FARM BUILDINGS, 28 FEET EAST OF THE CENTER OF A GRADED ROAD,
 DO0611'4.5 FEET EAST OF A POWERLINE POLE AND 4 FEET EAST OF A FENCE.
 DO0611'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 DO0611'IS STAMPED BOWIE NORTHWEST BASE 1900 1956.
 DO0611'
 DO0611'TO REACH THE STATION FROM THE FORT WORTH AND DENVER CITY
 DO0611'RAILROAD DEPOT ABOUT 1 BLOCK NORTHWEST OF THE POST OFFICE IN
 DO0611'BELLEVUE, GO SOUTHEASTERLY ON U.S. HIGHWAY NO. 287 TOWARD
 DO0611'BOWIE FOR 0.4 MILE TO A GRADED ROAD RIGHT AT THE EAST EDGE
 DO0611'OF BELLEVUE.  HERE TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO
 DO0611'A T CROSSROAD, TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.25
 DO0611'MILE TO THE FARM HOME OF MR. EDWARD ORTON ON THE RIGHT.  TURN
 DO0611'RIGHT INTO THE FARM DRIVE AND GO SOUTH THROUGH THE FARM LOTS
 DO0611'FOR ABOUT 0.05 MILE TO A SOUTHEAST FENCE CORNER ON THE RIGHT,
 DO0611'HERE TURN RIGHT AND GO WEST ALONG THE EDGE OF THE YARD FENCE
 DO0611'FOR 0.15 MILE TO A POINT JUST SOUTH OF THE SOUTHWEST CORNER
 DO0611'OF A FARM LOT FENCE AND THE STATION AS DESCRIBED.
 DO0611'
 DO0611'TO REACH THE AZIMUTH MARK FROM THE FARM DRIVE AT MR. EDWARD
 DO0611'ORTONS HOME, GO WEST ON A GRADED ROAD FOR 0.25 MILE TO A SIDE
 DO0611'ROAD RIGHT, CONTINUE WEST ON A GRADED ROAD FOR 0.3 MILE TO A
 DO0611'T CROSSROAD, TURN LEFT AND GO SOUTH ON A GRADED ROAD FOR
 DO0611'0.05 MILE TO A GROUP OF FARM BUILDINGS ON THE RIGHT AND THE
 DO0611'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 DO0611
 DO0611                          STATION RECOVERY (1958)
 DO0611
 DO0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DO0611'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33098-1, STATION 1001.
 DO0611'
 DO0611'RECOVERED BY USGS IN 1958.
 DO0611'
 DO0611'RECOVERED BY NGS IN 1966.
 DO0611'
 DO0611'STATION MARK--AN OLD TYPE USC AND GS SUNKEN DISK IN A 4 FT. X 4 FT.
 DO0611'STONE AND CONCRETE BLOCK.  DISK IS NOT STAMPED.
 DO0611
 DO0611                          STATION RECOVERY (1960)
 DO0611
 DO0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DO0611'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DO0611'
 DO0611'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DO0611
 DO0611                          STATION RECOVERY (1961)
 DO0611
 DO0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DO0611'1.45 MI SE FROM BELLEVUE.
 DO0611'ABOUT 0.1 MILE NORTH ALONG FARM ROAD 1288 FROM THE POST OFFICE AT
 DO0611'BELLEVUE, THENCE 0.5 MILE SOUTHEAST ALONG U. S. HIGHWAY 287, THENCE
 DO0611'0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE EAST ALONG A
 DO0611'GRADED DIRT ROAD TO MR. EDWARD ORTONS FARMHOUSE, ABOUT 0.1 MILE
 DO0611'SOUTHWEST OF THE FARMHOUSE, 0.1 MILE SOUTH OF AN EAST-WEST DIRT ROAD,
 DO0611'75 FEET SOUTH OF A FENCE CORNER, SET IN THE TOP OF A RED SANDSTONE
 DO0611'ROCK ABOUT 18-INCHES SQUARE AND SURROUNDED WITH CONCRETE WHICH MAKES
 DO0611'THE BLOCK ABOUT 4 FEET SQUARE, AND PROJECTING 14 INCHES ABOVE THE
 DO0611'GROUND.
 DO0611
 DO0611                          STATION RECOVERY (1966)
 DO0611
 DO0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0611'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK
 DO0611'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1956.  HOWEVER
 DO0611'THE FARM LOT FENCE AS REFERRED TO IN THE 1956 DESCRIPTION
 DO0611'HAS BEEN REMOVED.  EVIDENCE OF THE FENCE LINE STILL REMAINS
 DO0611'AND THE DISTANCE AGREED WITH THE 1956 MEASUREMENT.
 DO0611
 DO0611                          STATION RECOVERY (1967)
 DO0611
 DO0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DO0611'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND
 DO0611'IN GOOD CONDITION.  DUE TO SOME CHANGES IN ROADS A
 DO0611'NEW DESCRIPTION FOLLOWS.
 DO0611'
 DO0611'THE STATION IS 1 MILE SOUTHEAST OF BELLEVUE, 10 MILES
 DO0611'NORTHWEST OF BOWIE AND ON PROPERTY OWNED BY MR. EDWARD ORTON.
 DO0611'
 DO0611'TO REACH FROM THE POST OFFICE IN BELLEVUE, GO EASTERLY
 DO0611'0.1 MILE TO JUNCTION WITH U.S. HIGHWAY 287.  TURN
 DO0611'RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 287 FOR 0.4 MILE
 DO0611'TO A GRADED SIDEROAD RIGHT.  TURN RIGHT ON GRADED
 DO0611'SIDEROAD AND GO SOUTHWESTERLY 0.6 MILE TO A
 DO0611'T-CROSSROAD.  (TURN RIGHT AND GO 0.3 MILE TO T-CROSSROAD.  TURN
 DO0611'LEFT GO SOUTH 0.05 MILE TO AZIMUTH MARK ON LEFT AS
 DO0611'DESCRIBED).  TURN LEFT ON GRADED ROAD GO SOUTH FOR 0.25
 DO0611'MILE TO ENTRANCE TO FARM HOME.  TURN RIGHT AND GO 0.05
 DO0611'MILE TO A GATE JUST SOUTH OF FARM HOME.  PASS THROUGH GATE
 DO0611'AND GO SOUTH TO THE END OF FARM BUILDING AND GATE ON
 DO0611'THE RIGHT.  PASS THROUGH GATE AND BEAR RIGHT AROUND FARM
 DO0611'BUILDING WESTERLY FOR 0.05 MILE TO A GATE.  PASS THROUGH
 DO0611'GATE AND GO WEST 0.1 MILE TO STATION AS DESCRIBED.
 DO0611'
 DO0611'STATION MARK IS AN OLD TYPE STATION MARK SET IN THE
 DO0611'CENTER OF A 23 INCH SQUARE LIMESTONE BLOCK THAT IS
 DO0611'SURROUNDED BY A 4 FOOT SQUARE CONCRETE SLAB THAT
 DO0611'PROJECTS 14 INCHES.  IT IS 213 FEET SOUTHWEST OF A FENCE
 DO0611'CORNER.  THE MARK BEARS NO STAMPING.
 DO0611'
 DO0611'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOWIE
 DO0611'NORTHWEST BASE NO 2 1900, SET IN THE TOP OF A 12 INCH
 DO0611'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 DO0611'THE SURFACE OF THE GROUND.  IT IS 115.5 FEET SOUTHWEST
 DO0611'OF A FENCE CORNER.
 DO0611'
 DO0611'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BOWIE
 DO0611'NORTHWEST BASE NO 3 1900, SET IN THE TOP OF A 12 INCH
 DO0611'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 DO0611'THE SURFACE OF THE GROUND.  IT IS 132 FEET SOUTH OF A
 DO0611'FENCE CORNER.
 DO0611'
 DO0611'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOWIE NORTHWEST
 DO0611'BASE 1900 1956, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DO0611'MONUMENT.  IT IS 28 FEET EAST OF THE CENTERLINE
 DO0611'OF A GRADED ROAD, 4.3 FEET EAST OF A POWERLINE POLE, 4
 DO0611'FEET EAST OF A FENCELINE AND 5.2 FEET SOUTHEAST OF A
 DO0611'METAL WITNESS POST WITH SIGN ATTACHED.
 DO0611'
 DO0611'HEIGHT OF LIGHT ABOVE STATION MARK 18.54 METERS.
 DO0611
 DO0611                          STATION RECOVERY (1975)
 DO0611
 DO0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0611'THE STATION WAS RECOVERED, AS PREVIOUSLY DESCRIBED, AND ALL
 DO0611'MARKS WERE FOUND TO BE IN GOOD CONDITION.  ALL MEASUREMENTS
 DO0611'WERE CONFIRMED.  THE 1967 DESCRIPTION IS ENTIRELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0609 ***********************************************************************
 DO0609  DESIGNATION -  BOWIE NW BASE AZ MK
 DO0609  PID         -  DO0609
 DO0609  STATE/COUNTY-  TX/CLAY
 DO0609  USGS QUAD   -  VASHTI (1963)
 DO0609
 DO0609                         *CURRENT SURVEY CONTROL
 DO0609  ___________________________________________________________________
 DO0609* NAD 83(1986)-  33 37 25.     (N)    098 00 50.     (W)     SCALED    
 DO0609* NAVD 88     -       325.539  (meters)    1068.04   (feet)  ADJUSTED  
 DO0609  ___________________________________________________________________
 DO0609  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DO0609  DYNAMIC HT  -         325.177 (meters)    1066.85  (feet)  COMP
 DO0609  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 DO0609
 DO0609  VERT ORDER  -  SECOND    CLASS 0
 DO0609
 DO0609.The horizontal coordinates were scaled from a topographic map and have
 DO0609.an estimated accuracy of +/- 6 seconds.
 DO0609
 DO0609.The orthometric height was determined by differential leveling
 DO0609.and adjusted by the National Geodetic Survey in June 1991..
 DO0609
 DO0609.The geoid height was determined by GEOID03.
 DO0609
 DO0609.The dynamic height is computed by dividing the NAVD 88
 DO0609.geopotential number by the normal gravity value computed on the
 DO0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0609.degrees latitude (g = 980.6199 gals.).
 DO0609
 DO0609.The modeled gravity was interpolated from observed gravity values.
 DO0609
 DO0609;                    North         East    Units  Estimated Accuracy
 DO0609;SPC TXNC     - 2,217,110.      645,100.      MT  (+/- 180 meters Scaled)
 DO0609
 DO0609                          SUPERSEDED SURVEY CONTROL
 DO0609
 DO0609  NGVD 29 (??/??/92)  325.58   (m)         1068.2    (f) COMPUTED    2 0
 DO0609
 DO0609.Superseded values are not recommended for survey control.
 DO0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0609.See file dsdata.txt to determine how the superseded data were derived.
 DO0609
 DO0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC914208(NAD 83)
 DO0609_MARKER: DZ = AZIMUTH MARK DISK
 DO0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0609_STAMPING: BOWIE NORTHWEST BASE 1900 1956
 DO0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0609+STABILITY: SURFACE MOTION
 DO0609
 DO0609  HISTORY     - Date     Condition        Report By
 DO0609  HISTORY     - 1956     MONUMENTED       CGS
 DO0609  HISTORY     - 1961     GOOD             NGS
 DO0609
 DO0609                          STATION DESCRIPTION
 DO0609
 DO0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0609'1.0 MI S FROM BELLEVUE.
 DO0609'ABOUT 0.1 MILE NORTH ALONG FARM ROAD 1288 FROM THE POST OFFICE AT
 DO0609'BELLEVUE, THENCE 0.5 MILE SOUTHEAST ALONG U. S. HIGHWAY 287, THENCE
 DO0609'0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG A
 DO0609'GRADED DIRT ROAD, 249 FEET EAST OF AND ACROSS THE ROAD FROM THE
 DO0609'SOUTHEAST CORNER OF A BRICK FARMHOUSE, 237 FEET NORTH OF THE CENTER
 DO0609'LINE OF A ROAD LEADING EAST, 25 FEET EAST OF THE CENTER LINE OF A
 DO0609'NORTH-SOUTH ROAD, 4 FEET EAST OF A POWER POLE AND A FENCE, AND SET IN
 DO0609'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0610 ***********************************************************************
 DO0610  DESIGNATION -  BOWIE NW BASE RM 2
 DO0610  PID         -  DO0610
 DO0610  STATE/COUNTY-  TX/CLAY
 DO0610  USGS QUAD   -  VASHTI (1963)
 DO0610
 DO0610                         *CURRENT SURVEY CONTROL
 DO0610  ___________________________________________________________________
 DO0610* NAD 83(1986)-  33 37 22.     (N)    098 00 15.     (W)     SCALED    
 DO0610* NAVD 88     -       327.857  (meters)    1075.64   (feet)  ADJUSTED  
 DO0610  ___________________________________________________________________
 DO0610  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DO0610  DYNAMIC HT  -         327.493 (meters)    1074.45  (feet)  COMP
 DO0610  MODELED GRAV-     979,516.8   (mgal)                       NAVD 88
 DO0610
 DO0610  VERT ORDER  -  SECOND    CLASS 0
 DO0610
 DO0610.The horizontal coordinates were scaled from a topographic map and have
 DO0610.an estimated accuracy of +/- 6 seconds.
 DO0610
 DO0610.The orthometric height was determined by differential leveling
 DO0610.and adjusted by the National Geodetic Survey in June 1991..
 DO0610
 DO0610.The geoid height was determined by GEOID03.
 DO0610
 DO0610.The dynamic height is computed by dividing the NAVD 88
 DO0610.geopotential number by the normal gravity value computed on the
 DO0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0610.degrees latitude (g = 980.6199 gals.).
 DO0610
 DO0610.The modeled gravity was interpolated from observed gravity values.
 DO0610
 DO0610;                    North         East    Units  Estimated Accuracy
 DO0610;SPC TXNC     - 2,217,030.      646,010.      MT  (+/- 180 meters Scaled)
 DO0610
 DO0610                          SUPERSEDED SURVEY CONTROL
 DO0610
 DO0610  NGVD 29 (??/??/92)  327.89   (m)         1075.8    (f) COMPUTED    2 0
 DO0610
 DO0610.Superseded values are not recommended for survey control.
 DO0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0610.See file dsdata.txt to determine how the superseded data were derived.
 DO0610
 DO0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC923207(NAD 83)
 DO0610_MARKER: DR = REFERENCE MARK DISK
 DO0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0610_STAMPING: BOWIE NORTHWEST BASE NO 2 1900
 DO0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0610+STABILITY: SURFACE MOTION
 DO0610
 DO0610  HISTORY     - Date     Condition        Report By
 DO0610  HISTORY     - 1900     MONUMENTED       CGS
 DO0610  HISTORY     - 1961     GOOD             NGS
 DO0610
 DO0610                          STATION DESCRIPTION
 DO0610
 DO0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0610'1.45 MI SE FROM BELLEVUE.
 DO0610'ABOUT 0.1 MILE NORTH ALONG FARM ROAD 1288 FROM THE POST OFFICE AT
 DO0610'BELLEVUE, THENCE 0.5 MILE SOUTHEAST ALONG U. S. HIGHWAY 287, THENCE
 DO0610'0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE EAST ALONG A
 DO0610'GRADED DIRT ROAD, ABOUT 0.1 MILE SOUTHWEST OF MR. EDWARD ORTONS
 DO0610'FARMHOUSE, 0.1 MILE SOUTH OF AN EAST-WEST ROAD, 24 FEET NORTH OF A
 DO0610'CORNER FENCE POST, 98.3 FEET NORTH OF BOWIE NORTHWEST BASE 1900, 1
 DO0610'FOOT WEST OF A NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE
 DO0610'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0612 ***********************************************************************
 DO0612  DESIGNATION -  BOWIE NW BASE RM 3
 DO0612  PID         -  DO0612
 DO0612  STATE/COUNTY-  TX/CLAY
 DO0612  USGS QUAD   -  VASHTI (1963)
 DO0612
 DO0612                         *CURRENT SURVEY CONTROL
 DO0612  ___________________________________________________________________
 DO0612* NAD 83(1986)-  33 37 22.     (N)    098 00 15.     (W)     SCALED    
 DO0612* NAVD 88     -       327.654  (meters)    1074.98   (feet)  ADJUSTED  
 DO0612  ___________________________________________________________________
 DO0612  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DO0612  DYNAMIC HT  -         327.290 (meters)    1073.78  (feet)  COMP
 DO0612  MODELED GRAV-     979,516.8   (mgal)                       NAVD 88
 DO0612
 DO0612  VERT ORDER  -  SECOND    CLASS 0
 DO0612
 DO0612.The horizontal coordinates were scaled from a topographic map and have
 DO0612.an estimated accuracy of +/- 6 seconds.
 DO0612
 DO0612.The orthometric height was determined by differential leveling
 DO0612.and adjusted by the National Geodetic Survey in June 1991..
 DO0612
 DO0612.The geoid height was determined by GEOID03.
 DO0612
 DO0612.The dynamic height is computed by dividing the NAVD 88
 DO0612.geopotential number by the normal gravity value computed on the
 DO0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0612.degrees latitude (g = 980.6199 gals.).
 DO0612
 DO0612.The modeled gravity was interpolated from observed gravity values.
 DO0612
 DO0612;                    North         East    Units  Estimated Accuracy
 DO0612;SPC TXNC     - 2,217,030.      646,010.      MT  (+/- 180 meters Scaled)
 DO0612
 DO0612                          SUPERSEDED SURVEY CONTROL
 DO0612
 DO0612  NGVD 29 (??/??/92)  327.72   (m)         1075.2    (f) COMPUTED    2 0
 DO0612
 DO0612.Superseded values are not recommended for survey control.
 DO0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0612.See file dsdata.txt to determine how the superseded data were derived.
 DO0612
 DO0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC923207(NAD 83)
 DO0612_MARKER: DR = REFERENCE MARK DISK
 DO0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0612_STAMPING: BOWIE NORTHWEST BASE NO 3 1900
 DO0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0612+STABILITY: SURFACE MOTION
 DO0612
 DO0612  HISTORY     - Date     Condition        Report By
 DO0612  HISTORY     - 1900     MONUMENTED       CGS
 DO0612  HISTORY     - 1961     GOOD             NGS
 DO0612
 DO0612                          STATION DESCRIPTION
 DO0612
 DO0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0612'1.45 MI SE FROM BELLEVUE.
 DO0612'ABOUT 0.1 MILE NORTH ALONG FARM ROAD 1288 FROM THE POST OFFICE AT
 DO0612'BELLEVUE, THENCE 0.5 MILE SOUTHEAST ALONG U. S. HIGHWAY 287, THENCE
 DO0612'0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE EAST ALONG A
 DO0612'GRADED DIRT ROAD, ABOUT 0.1 MILE SOUTHWEST OF MR. EDWARD ORTONS
 DO0612'FARMHOUSE, 0.1 MILE SOUTH OF AN EAST-WEST DIRT ROAD, 52 1/2 FEET EAST
 DO0612'OF A FENCE CORNER, 98.3 FEET NORTHEAST OF BOWIE NORTHWEST BASE 1900, 1
 DO0612'FOOT SOUTH OF AN EAST-WEST FENCE, AND SET IN THE TOP OF A CONCRETE
 DO0612'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0669 ***********************************************************************
 DO0669  DESIGNATION -  BOWIE NW BASE RM A 1967
 DO0669  PID         -  DO0669
 DO0669  STATE/COUNTY-  TX/CLAY
 DO0669  USGS QUAD   -  VASHTI (1963)
 DO0669
 DO0669                         *CURRENT SURVEY CONTROL
 DO0669  ___________________________________________________________________
 DO0669* NAD 83(1993)-  33 37 22.29564(N)    098 00 16.15944(W)     ADJUSTED  
 DO0669* NAVD 88     -       327.4    (meters)    1074.     (feet)  VERTCON   
 DO0669  ___________________________________________________________________
 DO0669  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 DO0669  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DO0669
 DO0669  HORZ ORDER  -  FIRST
 DO0669
 DO0669.The horizontal coordinates were established by classical geodetic methods
 DO0669.and adjusted by the National Geodetic Survey in February 1996..
 DO0669
 DO0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0669
 DO0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0669
 DO0669.The geoid height was determined by GEOID03.
 DO0669
 DO0669;                    North         East     Units Scale Factor Converg.
 DO0669;SPC TXNC     - 2,217,034.976   645,975.268   MT  0.99992219   +0 16 12.9
 DO0669;SPC TXNC     - 7,273,722.25  2,119,337.19   sFT  0.99992219   +0 16 12.9
 DO0669;UTM  14      - 3,720,784.935   592,339.409   MT  0.99970512   +0 33 04.6
 DO0669
 DO0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0669!SPC TXNC     -   0.99995286  x   0.99992219  =   0.99987505
 DO0669!UTM  14      -   0.99995286  x   0.99970512  =   0.99965799
 DO0669
 DO0669:                Primary Azimuth Mark                     Grid Az
 DO0669:SPC TXNC     -  FOWLER                                   037 05 51.8
 DO0669:UTM  14      -  FOWLER                                   036 49 00.1
 DO0669
 DO0669|---------------------------------------------------------------------|
 DO0669| PID    Reference Object                     Distance      Geod. Az  |
 DO0669|                                                           dddmmss.s |
 DO0669| DN1408 FOWLER                              APPROX.15.1 KM 0372204.7 |
 DO0669| DO0611 BOWIE NW BASE                        25.969 METERS 09718     |
 DO0669|---------------------------------------------------------------------|
 DO0669
 DO0669                          SUPERSEDED SURVEY CONTROL
 DO0669
 DO0669  NAD 83(1993)-  33 37 22.29680(N)    098 00 16.15789(W) AD(       ) 1
 DO0669  NAD 83(1986)-  33 37 22.29881(N)    098 00 16.14624(W) AD(       ) 1
 DO0669  NAD 27      -  33 37 21.92680(N)    098 00 15.00590(W) AD(       ) 1
 DO0669  NGVD 29 (07/19/86)  327.4    (m)         1074.     (f) VERT ANG       
 DO0669
 DO0669.Superseded values are not recommended for survey control.
 DO0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0669.See file dsdata.txt to determine how the superseded data were derived.
 DO0669
 DO0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9233920785(NAD 83)
 DO0669_MARKER: DS = TRIANGULATION STATION DISK
 DO0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0669+STABILITY: SURFACE MOTION
 DO0669
 DO0669  HISTORY     - Date     Condition        Report By
 DO0669  HISTORY     - 1967     MONUMENTED       CGS
 DO0669
 DO0669                          STATION DESCRIPTION
 DO0669
 DO0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DO0669'STATION IS LOCATED ON THE SAME PROPERTY AND AT THE SAME LOCATION
 DO0669'AS TRIANGULATION STATION BOWIE NORTHWEST BASE 1900.
 DO0669'
 DO0669'STATION IS A STANDARD TRIANGULATION STATION MARK DISK, STAMPED
 DO0669'BOWIE NW BASE RM A 1967, SET IN THE TOP OF A ROUND CONCRETE
 DO0669'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  A
 DO0669'SUB-SURFACE DISK WAS SET AND THE DISK IS STAMPED THE SAME AS
 DO0669'THE SURFACE DISK.  MARK IS APPROXIMATELY 300
 DO0669'FEET SOUTH OF AN EAST-WEST FENCELINE.
 DO0669'
 DO0669'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BOWIE
 DO0669'NORTHWEST BASE 1900, DISTANCE BEING 25.966 METERS OR 85.19 FEET,
 DO0669'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1399 ***********************************************************************
 DN1399  DESIGNATION -  BOWIE SER PLINE CO RAD MAST
 DN1399  PID         -  DN1399
 DN1399  STATE/COUNTY-  TX/MONTAGUE
 DN1399  USGS QUAD   -  BOWIE (1978)
 DN1399
 DN1399                         *CURRENT SURVEY CONTROL
 DN1399  ___________________________________________________________________
 DN1399* NAD 83(1993)-  33 33 52.44270(N)    097 52 10.81074(W)     ADJUSTED  
 DN1399* NAVD 88     -                                                        
 DN1399  ___________________________________________________________________
 DN1399  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 DN1399  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DN1399
 DN1399  HORZ ORDER  -  THIRD
 DN1399
 DN1399.The horizontal coordinates were established by classical geodetic methods
 DN1399.and adjusted by the National Geodetic Survey in February 1996..
 DN1399
 DN1399
 DN1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1399
 DN1399.The geoid height was determined by GEOID03.
 DN1399
 DN1399;                    North         East     Units Scale Factor Converg.
 DN1399;SPC TXNC     - 2,210,637.140   658,522.911   MT  0.99991258   +0 20 37.6
 DN1399;SPC TXNC     - 7,252,732.02  2,160,503.92   sFT  0.99991258   +0 20 37.6
 DN1399;UTM  14      - 3,714,449.994   604,915.812   MT  0.99973570   +0 37 30.0
 DN1399
 DN1399                          SUPERSEDED SURVEY CONTROL
 DN1399
 DN1399  NAD 83(1993)-  33 33 52.44517(N)    097 52 10.80789(W) AD(       ) 4
 DN1399  NAD 83(1986)-  33 33 52.44673(N)    097 52 10.79750(W) AD(       ) 4
 DN1399  NAD 27      -  33 33 52.06700(N)    097 52 09.67300(W) AD(       ) 3
 DN1399
 DN1399.Superseded values are not recommended for survey control.
 DN1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1399.See file dsdata.txt to determine how the superseded data were derived.
 DN1399
 DN1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0491614450(NAD 83)
 DN1399_MARKER: 42 = RADIO/TV MAST
 DN1399
 DN1399  HISTORY     - Date     Condition        Report By
 DN1399  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1399  HISTORY     - 1960     GOOD             CGS
 DN1399  HISTORY     - 19961116 GOOD             USPSQD
 DN1399
 DN1399                          STATION DESCRIPTION
 DN1399
 DN1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1399'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTHWEST OF BOWIE.
 DN1399'IT IS A SINGLE COLUMN STEEL STRUCTURE PAINTED ALTERNATELY
 DN1399'RED AND WHITE.  IT HAS AN OVER-ALL HEIGHT OF 300 FEET AND
 DN1399'THE RED FLASHER LIGHT AT THE TOP AND CENTER WAS THE POINT
 DN1399'OBSERVED UPON.
 DN1399'
 DN1399'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81
 DN1399'AND 287 IN THE SOUTHWEST EDGE OF BOWIE GO WESTERLY ON U.S.
 DN1399'HIGHWAY 287 FOR 1.0 MILE TO A T ROAD LEFT TURN LEFT AND GO
 DN1399'SOUTH FOR ABOUT 100 YARDS TO THE STATION.
 DN1399
 DN1399                          STATION RECOVERY (1960)
 DN1399
 DN1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1399'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1399'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1399
 DN1399                          STATION RECOVERY (1996)
 DN1399
 DN1399'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1403 ***********************************************************************
 DN1403  DESIGNATION -  BOWIE SOUTHEAST BASE
 DN1403  PID         -  DN1403
 DN1403  STATE/COUNTY-  TX/MONTAGUE
 DN1403  USGS QUAD   -  BRUSHY MOUND (1979)
 DN1403
 DN1403                         *CURRENT SURVEY CONTROL
 DN1403  ___________________________________________________________________
 DN1403* NAD 83(1993)-  33 33 50.42974(N)    097 57 02.76095(W)     ADJUSTED  
 DN1403* NAVD 88     -       333.35   (+/-2cm)    1093.7    (feet)  VERTCON   
 DN1403  ___________________________________________________________________
 DN1403  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 DN1403  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DN1403
 DN1403  HORZ ORDER  -  FIRST
 DN1403  VERT ORDER  -  THIRD ? (See Below)
 DN1403
 DN1403.The horizontal coordinates were established by classical geodetic methods
 DN1403.and adjusted by the National Geodetic Survey in February 1996..
 DN1403
 DN1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1403.The vertical order pertains to the NGVD 29 superseded value.
 DN1403
 DN1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1403
 DN1403.The geoid height was determined by GEOID03.
 DN1403
 DN1403;                    North         East     Units Scale Factor Converg.
 DN1403;SPC TXNC     - 2,210,532.857   650,993.846   MT  0.99991250   +0 17 58.4
 DN1403;SPC TXNC     - 7,252,389.88  2,135,802.31   sFT  0.99991250   +0 17 58.4
 DN1403;UTM  14      - 3,714,308.827   597,388.752   MT  0.99971693   +0 34 48.5
 DN1403
 DN1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1403!SPC TXNC     -   0.99995191  x   0.99991250  =   0.99986442
 DN1403!UTM  14      -   0.99995191  x   0.99971693  =   0.99966886
 DN1403
 DN1403:                Primary Azimuth Mark                     Grid Az
 DN1403:SPC TXNC     -  BOWIE J GRACE DRILLING CO MAST           084 06 21.1
 DN1403:UTM  14      -  BOWIE J GRACE DRILLING CO MAST           083 49 31.0
 DN1403
 DN1403|---------------------------------------------------------------------|
 DN1403| PID    Reference Object                     Distance      Geod. Az  |
 DN1403|                                                           dddmmss.s |
 DN1403| DN1405 BOWIE J GRACE DRILLING CO MAST      APPROX. 6.8 KM 0842419.5 |
 DN1403| DN1395 BOWIE MICROWAVE MAST                APPROX. 8.9 KM 0844142.5 |
 DN1403| DN1402 BOWIE BRAZOS ELEC PWR CO MAST       APPROX.14.1 KM 0860539.7 |
 DN1403| DN1398 BOWIE STANDPIPE USGS                APPROX. 9.2 KM 0883006.4 |
 DN1403| DN1401 BOWIE NATIONAL HOTEL CUPOLA         APPROX. 9.4 KM 0921425.5 |
 DN1403| CX9837 BOWIE SE BASE RM 2                   40.840 METERS 21954     |
 DN1403| CX9836 BOWIE SE BASE RM                     74.870 METERS 22531     |
 DN1403| DO0665 BELLEVUE MUNICIPAL TANK             APPROX.10.0 KM 3232238.1 |
 DN1403| DN1404 BOWDECKERS WINDMILL TOWER           APPROX. 1.3 KM 3353514.6 |
 DN1403| CX9835 BOWIE SE BASE AZ MK                                3482811.6 |
 DN1403| CX9838 BOWIE SE BASE RM 3                   16.837 METERS 35454     |
 DN1403|---------------------------------------------------------------------|
 DN1403
 DN1403                          SUPERSEDED SURVEY CONTROL
 DN1403
 DN1403  NAD 83(1993)-  33 33 50.43126(N)    097 57 02.75899(W) AD(       ) 1
 DN1403  NAD 83(1986)-  33 33 50.43307(N)    097 57 02.74769(W) AD(       ) 1
 DN1403  NAD 27      -  33 33 50.05560(N)    097 57 01.61280(W) AD(       ) 1
 DN1403  NGVD 29 (07/26/91)  333.33   (m)         1093.6    (f) LEVELING    3  
 DN1403
 DN1403.Superseded values are not recommended for survey control.
 DN1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1403.See file dsdata.txt to determine how the superseded data were derived.
 DN1403
 DN1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9738914309(NAD 83)
 DN1403_MARKER: DD = SURVEY DISK
 DN1403_SETTING: 0 = UNSPECIFIED SETTING
 DN1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1403
 DN1403  HISTORY     - Date     Condition        Report By
 DN1403  HISTORY     - 1900     MONUMENTED       CGS
 DN1403  HISTORY     - 1937     GOOD             TXHD
 DN1403  HISTORY     - 1948     GOOD             CGS
 DN1403  HISTORY     - 1955     GOOD             CGS
 DN1403  HISTORY     - 1956     GOOD             CGS
 DN1403  HISTORY     - 1958     GOOD             USGS
 DN1403  HISTORY     - 1960     GOOD             CGS
 DN1403  HISTORY     - 1969     GOOD             USAF
 DN1403
 DN1403                          STATION DESCRIPTION
 DN1403
 DN1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (ALB)
 DN1403'STATION IS W OF THE CITY OF BOWIE AND SE OF THE TOWN OF
 DN1403'BELLEVUE, ON THE HIGHEST PART OF A PROMINENT RIDGE, ON THE
 DN1403'LAND OF C.H. BODEKER.
 DN1403'
 DN1403'SURFACE MARK IS AN OLD TYPE STATION MARK IN LIMESTONE BLOCK
 DN1403'SET IN CONCRETE.
 DN1403'
 DN1403'THE UNDERGROUND MARK IS A COPPER BOLT IN A LIMESTONE BLOCK
 DN1403'SET IN CONCRETE.
 DN1403'
 DN1403'REFERENCE MARK IS THE CENTER OF A DRILL HOLE 1/2 INCH IN
 DN1403'DIAMETER AND 2-1/2 INCHES DEEP, SURROUNDED BY A TRIANGLE
 DN1403'7 INCHES ON A SIDE, CUT IN THE ROCK AT THE TOP OF THE LEDGE
 DN1403'SW OF THE STATION, 14 FEET FROM THE FRONT ANGLE OF A BREAK
 DN1403'IN THE ROCK AND ABOUT IN THE CENTER OF A HIGH KNOB OF ROCK.
 DN1403'IT IS 74.870 METERS (245.64 FEET) FROM THE STATION
 DN1403'S 45 DEG 31 MIN W.
 DN1403'
 DN1403'THE DISTANCE AND BEARING TO A POST MARKING A CORNER ARE RESPECTIVELY
 DN1403'423.5 METERS (1,389 FEET) AND N 70 DEG 10 MIN W.  ELEVATION OF
 DN1403'STATION IS 333.40 METERS (1,093.8 FEET).
 DN1403
 DN1403                          STATION RECOVERY (1937)
 DN1403
 DN1403'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1403'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 DN1403'CONDITION.
 DN1403'
 DN1403'STATION MAY BE REACHED AS FOLLOWS--BEGINNING FROM INTERSECTION
 DN1403'OF STATE HIGHWAY 2 AND STATE HIGHWAY 50 IN WEST BOWIE, GO NW
 DN1403'BY W ABOUT 5 MILES ON STATE HIGHWAY 50.  TAKE COUNTY ROAD
 DN1403'THAT LEADS W AND CONTINUE WITH SAME ABOUT 1.5 MILES TO A ROAD
 DN1403'LEADING S.  THEN GO S AT ONE MILE PASSING SCHOOL AND THEN A
 DN1403'CROSS ROAD, CONTINUE S ABOUT 3/4 MILE PAST THIS CROSS ROAD
 DN1403'TO WHERE ROAD CROSSES SMALL HILL.  STATION IS 0.3 MILE E OF
 DN1403'HERE ON HIGHEST PART OF RIDGE.
 DN1403'
 DN1403'REFERENCE MARK IS AS DESCRIBED ON ROCK LEDGE SW OF STATION.
 DN1403
 DN1403                          STATION RECOVERY (1948)
 DN1403
 DN1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (APR)
 DN1403'STATION MARK AND REFERENCE MARK RECOVERED IN GOOD CONDITION.
 DN1403'THE STATION MARK IS AN OLD STYLE DISK SET IN THE CENTER OF A
 DN1403'4 FOOT SQUARE STONE AND CONCRETE BLOCK WHICH PROJECTS ABOUT
 DN1403'5 INCHES.  THE DISK IS STAMPED ELEV 1093.607 FT.  THE UNDERGROUND
 DN1403'MARK IS A COPPER BOLT IN A LIMESTONE BLOCK SET IN CONCRETE.
 DN1403'THE REFERENCE MARK IS THE CENTER OF A 1/2 INCH DRILL HOLE
 DN1403'2-1/2 INCHES DEEP, SURROUNDED BY A TRIANGLE 7 INCHES ON THE
 DN1403'SIDE, CUT IN THE ROCK, ON BEDROCK OUTCROP, SOUTHWEST OF THE
 DN1403'STATION ABOUT 15 FEET WEST OF THE MOST PROMINENT ROCKS ON THE
 DN1403'HILL.  IT IS 74.870 METERS (245.64 FT.) FROM THE STATION
 DN1403'S 45 DEG 31 MIN W.
 DN1403'
 DN1403'THE STATION IS ABOUT 5 MILES WEST OF BOWIE ON A PASTURE
 DN1403'RIDGE IN THE PAUL BODEKER RANCH AND IS ABOUT 1/4 MILE EAST OF THE
 DN1403'MAIN NORTH-SOUTH ROAD.
 DN1403'
 DN1403'TO REACH THE STATION FROM BOWIE.  GO NORTH ON THE MAIN HIGHWAY
 DN1403'0.5 MILE.  TAKE THE LEFT FORK, HIGHWAY NO. 287 AND GO NORTH
 DN1403'AND NORTHWEST 2.0 MILES, THEN TAKE A LEFT FORK AND GO WEST ON
 DN1403'A GRADED ROAD 4.2 MILES TO A CROSS ROAD.  TURN LEFT HERE AND GO
 DN1403'SOUTH 0.8 MILE TO THE TOP OF A GRADE AT A CUT AND CURVE.
 DN1403'THE STATION IS ABOUT 1/4 MILE EAST OF THIS POINT AT THE SOUTH
 DN1403'END OF A PASTURE RIDGE.  ALL GATES LEADING INTO THIS PASTURE ARE
 DN1403'LOCKED.
 DN1403
 DN1403                          STATION RECOVERY (1955)
 DN1403
 DN1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HWH)
 DN1403'STATION RECOVERED IN GOOD CONDITION.  NO REFERENCE MARKERS
 DN1403'OR AZIMUTH MARK FOUND.  DESCRIPTION OF HOW TO FIND STATION
 DN1403'SHOULD READ--FROM INTERSECTION OF U.S. 81 AND U.S. 287 FOLLOW
 DN1403'U.S. 287 WEST ABOUT 2.2 MILES TO F.M. 174.  FOLLOW F.M. 174
 DN1403'WEST ABOUT 4 MILES TO CROSSROAD.  TURN SOUTH ON COUNTY ROAD
 DN1403'ABOUT 0.8 MILE TO A POINT WHERE COUNTY ROAD PASSES THRU A RATHER
 DN1403'DEEP CUT.  THE STATION IS ABOUT 0.3 MILE EAST OF THIS POINT ON
 DN1403'A RIDGE.
 DN1403
 DN1403                          STATION RECOVERY (1956)
 DN1403
 DN1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1403'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 DN1403'REFERENCE MARK NO. 2, REFERENCE MARK NO. 3 AND THE AZIMUTH
 DN1403'MARK WAS ESTABLISHED.  ORIGINALLY THE REFERENCE MARK WAS A DRILL
 DN1403'HOLE IN A BOULDER AND THERE WAS NO AZIMUTH MARK ESTABLISHED.  A
 DN1403'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DN1403'
 DN1403'THE STATION IS ABOUT 8 MILES SOUTHEAST OF BELLEVUE AND ABOUT
 DN1403'4 MILES WEST OF BOWIE ON THE HIGHEST PART OF A PROMINENT RIDGE
 DN1403'IN PASTURE LAND LEASED BY THE MULE SHOE RANCH OF JOLLY,
 DN1403'TEXAS.  THE STATION MARK IS 250 FEET NORTHEAST OF A PROMINENT
 DN1403'ROCK OUTCROP AND 12 FEET NORTHWEST OF A WITNESS POST.  IT IS
 DN1403'AN OLD TYPE U.S.C. AND G. SURVEY DISK SET IN A SANDSTONE
 DN1403'BOULDER THAT HAS BEEN REINFORCED WITH CONCRETE.  THE BOULDER
 DN1403'IS 4-FEET SQUARE AND PROJECTS 5 INCHES.  THE DISK IS STAMPED
 DN1403'ELEV 1093.607 FT.
 DN1403'
 DN1403'REFERENCE MARK NO. 2 IS 115 FEET NORTHEAST OF THE PROMINENT
 DN1403'OUTCROP AND 1-1/2 FEET BELOW THE STATION ELEVATION.  IT IS STAMPED
 DN1403'BOWIE SE BASE 1900 1902 NO 2.
 DN1403'
 DN1403'REFERENCE MARK NO. 3 IS 60 FEET NORTH-NORTHWEST OF THE WITNESS
 DN1403'POST AND IS STAMPED BOWIE SE BASE 1900 1902 NO 3.  IT IS
 DN1403'SET FLUSH WITH THE GROUND.
 DN1403'
 DN1403'THE AZIMUTH MARK IS 48 FEET NORTH OF THE CENTER OF STATE
 DN1403'HIGHWAY 174, 2 FEET SOUTHEAST OF A WITNESS POST AND 2 FEET SOUTH
 DN1403'OF AN EAST-WEST FENCE LINE.  IT PROJECTS 1 INCH AND IS STAMPED
 DN1403'BOWIE SE BASE 1900 1902 1956.
 DN1403'
 DN1403'TO REACH THE STATION FROM THE POST OFFICE IN BOWIE GO WEST
 DN1403'ON U.S. HIGHWAYS 81 AND 287 FOR 0.5 MILE TO THEIR JUNCTION.
 DN1403'CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 287 FOR 2.2 MILES TO THE
 DN1403'JUNCTION WITH STATE HIGHWAY 174, TURN LEFT AND FOLLOW STATE
 DN1403'HIGHWAY 174 WEST FOR 3.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 DN1403'CONTINUE WEST ON STATE HIGHWAY 174 FOR 0.1 MILE TO A
 DN1403'CROSSROAD, TURN LEFT AND FOLLOW GRAVELED ROAD SOUTH FOR 1.3
 DN1403'MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON GRAVELED
 DN1403'ROAD FOR 0.55 MILE TO A GATE ON EACH SIDE OF THE ROAD,
 DN1403'TURN LEFT, PASSING THRU THE GATE ON THE NORTH SIDE OF THE
 DN1403'ROAD, AND FOLLOW THE TRACK ROAD NORTHWESTERLY TO THE
 DN1403'HIGHEST PART OF THE PASTURE AND THE STATION AND REFERENCE
 DN1403'MARKS AS DESCRIBED.
 DN1403
 DN1403                          STATION RECOVERY (1958)
 DN1403
 DN1403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1403'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-4, STATION 1007.
 DN1403'
 DN1403'RECOVERED BY USGS IN 1958.
 DN1403'
 DN1403'RECOVERED BY NGS IN 1960.
 DN1403'
 DN1403'STATION MARK--AN OLD TYPE USC AND GS DISK SET IN A SANDSTONE BOULDER
 DN1403'WHICH HAS BEEN REINFORCED WITH CONCRETE, THE BOULDER IS 4 FT. SQUARE
 DN1403'AND PROJECTS 5 IN., THE DISK IS STAMPED---ELEV. 1093.607 FT.---.
 DN1403
 DN1403                          STATION RECOVERY (1960)
 DN1403
 DN1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1403'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1403'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1403
 DN1403                          STATION RECOVERY (1969)
 DN1403
 DN1403'RECOVERY NOTE BY US AIR FORCE 1969 (UNK)
 DN1403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1398 ***********************************************************************
 DN1398  DESIGNATION -  BOWIE STANDPIPE USGS
 DN1398  PID         -  DN1398
 DN1398  STATE/COUNTY-  TX/MONTAGUE
 DN1398  USGS QUAD   -  BOWIE (1978)
 DN1398
 DN1398                         *CURRENT SURVEY CONTROL
 DN1398  ___________________________________________________________________
 DN1398* NAD 83(1993)-  33 33 58.08678(N)    097 51 06.55327(W)     ADJUSTED  
 DN1398* NAVD 88     -                                                        
 DN1398  ___________________________________________________________________
 DN1398  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 DN1398  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DN1398
 DN1398  HORZ ORDER  -  THIRD
 DN1398
 DN1398.The horizontal coordinates were established by classical geodetic methods
 DN1398.and adjusted by the National Geodetic Survey in February 1996..
 DN1398
 DN1398
 DN1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1398
 DN1398.The geoid height was determined by GEOID03.
 DN1398
 DN1398;                    North         East     Units Scale Factor Converg.
 DN1398;SPC TXNC     - 2,210,821.098   660,179.032   MT  0.99991283   +0 21 12.6
 DN1398;SPC TXNC     - 7,253,335.55  2,165,937.37   sFT  0.99991283   +0 21 12.6
 DN1398;UTM  14      - 3,714,642.047   606,570.721   MT  0.99974002   +0 38 05.6
 DN1398
 DN1398                          SUPERSEDED SURVEY CONTROL
 DN1398
 DN1398  NAD 83(1993)-  33 33 58.08869(N)    097 51 06.55198(W) AD(       ) 4
 DN1398  NAD 83(1986)-  33 33 58.09021(N)    097 51 06.54031(W) AD(       ) 4
 DN1398  NAD 27      -  33 33 57.71300(N)    097 51 05.41700(W) AD(       ) 3
 DN1398
 DN1398.Superseded values are not recommended for survey control.
 DN1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1398.See file dsdata.txt to determine how the superseded data were derived.
 DN1398
 DN1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0657114642(NAD 83)
 DN1398_MARKER: 52 = STANDPIPE TANK
 DN1398
 DN1398  HISTORY     - Date     Condition        Report By
 DN1398  HISTORY     - 1902     FIRST OBSERVED   CGS
 DN1398  HISTORY     - 1955     GOOD             CGS
 DN1398  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN1398
 DN1398                          STATION DESCRIPTION
 DN1398
 DN1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HWH)
 DN1398'STANDPIPE STILL IN USE AND EASILY IDENTIFIED, BUT THERE IS
 DN1398'NOW A WATER TANK (CITY) LOCATED NEAR IT.  LOCATED IN THE
 DN1398'NORTHWESTERN PORTION OF THE TOWN.
 DN1398
 DN1398                          STATION RECOVERY (1996)
 DN1398
 DN1398'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2949 ***********************************************************************
 CS2949  DESIGNATION -  BOWMAN
 CS2949  PID         -  CS2949
 CS2949  STATE/COUNTY-  TX/TARRANT
 CS2949  USGS QUAD   -  FORT WORTH (1981)
 CS2949
 CS2949                         *CURRENT SURVEY CONTROL
 CS2949  ___________________________________________________________________
 CS2949* NAD 83(1993)-  32 42 28.55739(N)    097 16 23.07618(W)     ADJUSTED  
 CS2949* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 CS2949  ___________________________________________________________________
 CS2949  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 CS2949  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CS2949
 CS2949  HORZ ORDER  -  FIRST
 CS2949
 CS2949.The horizontal coordinates were established by classical geodetic methods
 CS2949.and adjusted by the National Geodetic Survey in February 1996..
 CS2949
 CS2949.The orthometric height was scaled from a topographic map.
 CS2949
 CS2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2949
 CS2949.The geoid height was determined by GEOID03.
 CS2949
 CS2949;                    North         East     Units Scale Factor Converg.
 CS2949;SPC TXNC     - 2,116,137.654   715,020.998   MT  0.99989050   +0 40 09.0
 CS2949;SPC TXNC     - 6,942,694.95  2,345,864.72   sFT  0.99989050   +0 40 09.0
 CS2949;UTM  14      - 3,620,227.416   661,861.671   MT  0.99992306   +0 56 00.1
 CS2949
 CS2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2949!SPC TXNC     -   0.99997011  x   0.99989050  =   0.99986062
 CS2949!UTM  14      -   0.99997011  x   0.99992306  =   0.99989317
 CS2949
 CS2949:                Primary Azimuth Mark                     Grid Az
 CS2949:SPC TXNC     -  FORT WORTH MUNICIPAL TANK                022 50 56.2
 CS2949:UTM  14      -  FORT WORTH MUNICIPAL TANK                022 35 05.1
 CS2949
 CS2949|---------------------------------------------------------------------|
 CS2949| PID    Reference Object                     Distance      Geod. Az  |
 CS2949|                                                           dddmmss.s |
 CS2949| CS2958 FORT WORTH MUNICIPAL TANK           APPROX. 2.7 KM 0233105.2 |
 CS2949| CS2927 HANDLEY DISTRICT 2 WATER TANK       APPROX. 5.1 KM 0501508.8 |
 CS2949| CS2929 HANDLEY TEXAS ELEC SERV CO TK       APPROX. 5.7 KM 0670207.1 |
 CS2949| CX9840 BOWMAN RM 1                          49.902 METERS 07239     |
 CS2949| CX9839 BOWMAN AZ MK 2                                     0910134.5 |
 CS2949| CX9841 BOWMAN RM 2                          36.012 METERS 18344     |
 CS2949| CS2983 MONNIG                              APPROX.14.0 KM 2391504.0 |
 CS2949| CS2964 FORT WORTH BERRY ST MUN TANK        APPROX. 6.2 KM 2674844.6 |
 CS2949| CS2931 FORT WORTH MASON HOME TALL TK       APPROX. 0.6 KM 2695455.2 |
 CS2949| CS2989 FORT WORTH TEXAS ELEC SERV STK      APPROX. 8.4 KM 3145100.3 |
 CS2949| AE6915 BOWMAN AZ MK                                       3221356.7 |
 CS2949| CS3001 FORT WORTH MEACHAM AIR FLD TWR      APPROX.14.8 KM 3280113.4 |
 CS2949|---------------------------------------------------------------------|
 CS2949
 CS2949                          SUPERSEDED SURVEY CONTROL
 CS2949
 CS2949  NAD 83(1986)-  32 42 28.56150(N)    097 16 23.05856(W) AD(       ) 1
 CS2949  NAD 27      -  32 42 28.08800(N)    097 16 22.00700(W) AD(       ) 1
 CS2949
 CS2949.Superseded values are not recommended for survey control.
 CS2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2949.See file dsdata.txt to determine how the superseded data were derived.
 CS2949
 CS2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6186220227(NAD 83)
 CS2949_MARKER: DS = TRIANGULATION STATION DISK
 CS2949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2949_SP_SET: SET INTO TOP OF CONCRETE POST
 CS2949_STAMPING: BOWMAN 1935
 CS2949_MARK LOGO: CGS   
 CS2949
 CS2949  HISTORY     - Date     Condition        Report By
 CS2949  HISTORY     - 1935     MONUMENTED       CGS
 CS2949  HISTORY     - 1944     GOOD             TX2450
 CS2949  HISTORY     - 1946     GOOD             CGS
 CS2949  HISTORY     - 1947     GOOD             CGS
 CS2949  HISTORY     - 1947     GOOD             CGS
 CS2949  HISTORY     - 1953     GOOD             CGS
 CS2949  HISTORY     - 1980     GOOD             LOCSUR
 CS2949
 CS2949                          STATION DESCRIPTION
 CS2949
 CS2949'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2949'STATION IS ABOUT 4-2/3 MILES SE OF THE TARRANT COUNTY COURTHOUSE
 CS2949'IN FORT WORTH, ABOUT 0.3 MILE E OF THE MASONIC HOME, ON THE
 CS2949'HIGHEST POINT IN THE IMMEDIATE VICINITY, IN A GARDEN PLOT
 CS2949'ON PROPERTY RENTED AND OCCUPIED BY MR. BROWNLEE.  THE OWNER OF
 CS2949'THE PROPERTY LIVES IN DALLAS.  THE STATION MARK IS IN THE SE
 CS2949'CORNER OF A FENCED GARDEN PLOT WHICH IS JUST N OF MR. BROWNLEES
 CS2949'HOUSE, 7 FEET NW OF SE FENCE CORNER OF GARDEN FENCE, 90.4 FEET
 CS2949'NE OF NE CORNER OF HOUSE.
 CS2949'
 CS2949'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CS2949'THE TOP OF CONCRETE POSTS.  STATION MARK PROJECTS 4 INCHES.
 CS2949'
 CS2949'REFERENCE MARK 1 IS ENE OF THE STATION, 6 INCHES W OF FENCE LINE
 CS2949'AT E EDGE OF SMALL FIELD TO THE E OF GARDEN.  IT IS A BRONZE
 CS2949'REFERENCE DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 CS2949'4 INCHES.
 CS2949'
 CS2949'REFERENCE MARK 2 IS S OF THE STATION, 72.0 FEET SSE OF THE
 CS2949'NE CORNER OF HOUSE, NEAR LINE OF OAK TREES.  IT IS A BRONZE
 CS2949'REFERENCE DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 CS2949'5 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS 233.74
 CS2949'FEET.
 CS2949'
 CS2949'AZIMUTH MARK IS NW OF THE STATION, AT W EDGE OF OPEN FIELD
 CS2949'ON THE E SIDE OF FIRST N-S STREET E OF BOWMAN ROAD, 27 FEET
 CS2949'E OF CENTER LINE OF DIRT STREET, 101 FEET N OF CONTINUATION OF
 CS2949'CENTER LINE OF E-W DIRT STREET AT T-INTERSECTION, AND 83.4 FEET N
 CS2949'OF FIRE PLUG.  IT IS A BRONZE AZIMUTH MARK SET IN THE TOP OF A
 CS2949'CONCRETE POST AND IS FLUSH WITH THE GROUND.
 CS2949'
 CS2949'THE STATION MAY BE REACHED FROM THE INTERSECTION OF THROCK-MORTON
 CS2949'AND SEVENTH STREETS (JUNCTION OF U.S. 80 AND U.S. 81) BY GOING
 CS2949'E ON SEVENTH STREET (U.S. 80) 3 BLOCKS, THEN RIGHT, S, ON
 CS2949'COMMERCE STREET (U.S. 80) 0.5 MILE, THEN TURN LEFT, E, ON
 CS2949'LANCASTER AVENUE (U.S. 80) AND GO 2.85 MILES TO COLLEGE HILL
 CS2949'INTERURBAN STOP, TURN RIGHT ACROSS TRACKS AND GO 0.25 MILE TO
 CS2949'RAILROAD UNDERPASS.  JUST AFTER GOING THROUGH UNDERPASS TAKE
 CS2949'LEFT FORK AND GO S 0.4 MILE TO AVENUE F AND STREET CAR TRACKS,
 CS2949'THENCE RIGHT AND GO W ONE BLOCK, THENCE LEFT, S, ON VAUGHN
 CS2949'BOULEVARD 1.1 MILES TO ENTRANCE TO MASONIC HOME, THEN
 CS2949'TAKE LEFT FORK AND GO SE ON BOWMAN ROAD 0.2 MILE, THENCE
 CS2949'TAKE LEFT FORK AND CONTINUE ON BOWMAN ROAD 0.45 MILE TO WIRE
 CS2949'GATE ON LEFT, TURN LEFT, N, THROUGH GATE AND GO 0.05 MILE
 CS2949'TO YELLOW HOUSE AND STATION SITE.
 CS2949'
 CS2949'A 4-FOOT SIGNAL AT SEMINARY IS VISIBLE AT 42 FEET.
 CS2949'
 CS2949'A 47-FOOT SIGNAL AT COZBY IS VISIBLE AT 32 FEET.
 CS2949'
 CS2949'A 4-FOOT SIGNAL AT FAIR IS VISIBLE FROM THE GROUND.
 CS2949'
 CS2949'AN 8-FOOT SIGNAL AT HOELSCHER IS VISIBLE AT 20 FEET.
 CS2949'
 CS2949'A 4-FOOT SIGNAL AT BROWN IS VISIBLE AT 20 FEET.
 CS2949'
 CS2949'A 4-FOOT SIGNAL AT MONNIG IS VISIBLE AT 32 FEET.
 CS2949
 CS2949                          STATION RECOVERY (1944)
 CS2949
 CS2949'RECOVERY NOTE BY CITY OF FORT WORTH TEXAS 1944 (WOJ)
 CS2949'LETTER OF W.O. JONES, DIRECTOR OF PUBLIC WORKS, FT. WORTH,
 CS2949'TEXAS, DATED NOVEMBER 10, 1944--
 CS2949'
 CS2949'STATION AND REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE IN
 CS2949'GOOD CONDITION.
 CS2949'
 CS2949'THE YELLOW HOUSE IS STILL THERE BUT THE GARDEN PLOT HAS
 CS2949'BEEN ABANDONED.  THE AZIMUTH MARK IS ON THE E SIDE OF BISHOP
 CS2949'STREET N OF EMERSON STREET.  THERE IS A HOUSE BETWEEN THE
 CS2949'STATION AND AZIMUTH MARK THAT MAY PREVENT A DIRECT SIGHT ON
 CS2949'THE GROUND BETWEEN THEM.
 CS2949
 CS2949                          STATION RECOVERY (1946)
 CS2949
 CS2949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS2949'STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1935, AND
 CS2949'ALL MARKS WERE FOUND IN GOOD CONDITION WITH THE EXCEPTION OF
 CS2949'THE AZIMUTH MARK.  THE OLD AZIMUTH MARK WAS FOUND DAMAGED
 CS2949'AND A NEW ONE WAS ESTABLISHED, BOWMAN 1946.
 CS2949'
 CS2949'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 CS2949'DISKS SET IN CONCRETE.
 CS2949'
 CS2949'A NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED ABOUT 4.75 MILES
 CS2949'SE OF THE COURTHOUSE IN FORT WORTH, AND ABOUT 0.3 MILE E OF
 CS2949'THE MASONIC HOME, ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY,
 CS2949'IN A GARDEN PLOT ON THE PROPERTY RENTED AND OCCUPIED BY MR.
 CS2949'BROWNLEE.  THE MARK IS IN THE SE CORNER OF THE GARDEN PLOT,
 CS2949'7 FEET NW OF THE SE FENCE CORNER, AND 90 FEET NE OF THE NE
 CS2949'CORNER OF THE HOUSE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 CS2949'IS STAMPED BOWMAN 1935.
 CS2949'
 CS2949'REFERENCE MARK 1 IS 163.72 FEET E OF THE STATION AND 1 FOOT
 CS2949'E OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 CS2949'IS STAMPED BOWMAN NO 1 1935.
 CS2949'
 CS2949'REFERENCE MARK 2 IS 118.15 FEET S OF THE STATION.  IT IS 57
 CS2949'FEET SE OF THE SE CORNER OF THE HOUSE, 5 FEET S OF AN 18-INCH
 CS2949'OAK TREE, AND 4 FEET N OF AN 18-INCH OAK TREE.  THE MARK
 CS2949'PROJECTS 4 INCHES AND THE DISK IS STAMPED BOWMAN NO 2 1935.
 CS2949'
 CS2949'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SE OF THE STATION.
 CS2949'IT IS 78 FEET S OF THE S CORNER OF A SMALL WHITE HOUSE, 32 FEET
 CS2949'NE OF AN ELECTRIC POLE WITH TRANSFORMER, 27 FEET NW OF THE
 CS2949'APPROXIMATE CENTER OF DIRT ROAD, AND 3 FEET SE OF A WHITE
 CS2949'WOODEN WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 CS2949'IS STAMPED BOWMAN 1946.
 CS2949'
 CS2949'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CS2949'AND 81 GO E ON HIGHWAY 80 FOR 3 BLOCKS, THEN RIGHT, S, ON
 CS2949'COMMERCE STREET (U.S. HIGHWAY 80) FOR 0.5 MILE, THEN LEFT,
 CS2949'E, ON LANCASTER AVENUE (U.S. HIGHWAY 80) FOR 2.85 MILES TO
 CS2949'COLLEGE HILL INTERURBAN STOP, TURN RIGHT ACROSS TRACKS FOR
 CS2949'0.25 MILES TO AN UNDERPASS.  AFTER GOING THROUGH UNDERPASS
 CS2949'TAKE LEFT FORK, S, FOR 0.4 MILE TO AVENUE F, TURN RIGHT, W, AND
 CS2949'GO 1 BLOCK TO VAUGHN BOULEVARD, TURN LEFT, S, ON VAUGHN
 CS2949'BOULEVARD AND GO 1.1 MILES TO A FORK, TAKE LEFT FORK AND GO
 CS2949'0.2 MILE TO ANOTHER FORK, KEEP LEFT FORK, GO 0.45 MILE TO A
 CS2949'GATE ON LEFT, TURN LEFT THROUGH GATE AND GO 0.05 MILE TO
 CS2949'HOUSE ON RIGHT AND STATION ON RIGHT AS DESCRIBED.
 CS2949'
 CS2949'TO REACH AZIMUTH MARK FROM THE GATE BEFORE GOING INTO STATION,
 CS2949'CONTINUE STRAIGHT AHEAD ON BLACK-TOP ROAD FOR 0.8 MILE TO A FORK
 CS2949'IN ROAD.  TAKE LEFT FORK AND GO 0.4 MILE TO AZIMUTH MARK ON LEFT
 CS2949'AS DESCRIBED.
 CS2949'
 CS2949'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS2949
 CS2949                          STATION RECOVERY (1947)
 CS2949
 CS2949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2949'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.P. 1946 AND
 CS2949'ALL MARKS WERE FOUND IN GOOD CONDITION.  A COMPLETE NEW
 CS2949'DESCRIPTION FOLLOWS.
 CS2949'
 CS2949'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHEAST OF THE
 CS2949'COURTHOUSE IN FT. WORTH, ABOUT 1/3 MILE EAST OF THE MASONIC HOME,
 CS2949'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY, IN A GARDEN PLOT
 CS2949'ON PROPERTY RENTED AND OCCUPIED BY MR. BROWNLEE.  THE MARK IS
 CS2949'IN THE SOUTHEAST CORNER OF THE GARDEN PLOT, 66 FEET NORTHEAST
 CS2949'OF THE NORTHEAST CORNER OF THE HOUSE, AND 9 FEET WEST OF A
 CS2949'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CS2949'BOWMAN 1935.
 CS2949'
 CS2949'REFERENCE MARK NO. 1 IS 163.72 FEET EAST-NORTHEAST OF THE
 CS2949'STATION, IN THE CENTER OF A LANE FORMED BY TWO NORTH AND SOUTH
 CS2949'FENCE LINES.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CS2949'BOWMAN NO 1 1935.
 CS2949'
 CS2949'REFERENCE MARK NO. 2 IS 118.15 FEET SOUTH OF THE STATION,
 CS2949'57 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 5
 CS2949'FEET SOUTHEAST OF AN 18 INCH OAK TREE, AND 4 FEET NORTHWEST OF
 CS2949'AN 18 INCH OAK TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 CS2949'IS STAMPED BOWMAN NO 2 1935.
 CS2949'
 CS2949'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST OF THE STATION,
 CS2949'78 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE HOUSE,
 CS2949'32 FEET SOUTH OF AN ELECTRIC POLE WITH A TRANSFORMER, 27 FEET
 CS2949'WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, AND 3 FEET
 CS2949'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES
 CS2949'AND THE DISK IS STAMPED BOWMAN 1946.
 CS2949'
 CS2949'TO REACH THE STATION FROM THE POST OFFICE IN FT. WORTH, GO
 CS2949'EAST ON U.S. HIGHWAY 80 FOR ABOUT 3 MILES TO GILES STREET, HERE
 CS2949'TURN RIGHT, SOUTH, AND GO 0.25 MILE TO A FORK, JUST AFTER GOING
 CS2949'THRU AN UNDERPASS.  KEEP LEFT FORK AND GO 0.35 MILE TO F
 CS2949'AVENUE.  TURN RIGHT FOR 1 BLOCK, THENCE LEFT, SOUTH, ON VAUGHN
 CS2949'BOULEVARD AND GO 1.2 MILES TO FORKS.  TAKE LEFT FORK (VAUGHN
 CS2949'BOULEVARD) AND CONTINUE FOR 0.5 MILE TO A MAIL BOX LETTERED
 CS2949'R.E. NELON.  HERE TURN LEFT AND FOLLOW DRIVEWAY TO THE
 CS2949'LEFT OF THE HOUSE AND THE STATION ON THE RIGHT AS DESCRIBED.
 CS2949'
 CS2949'TO REACH THE AZIMUTH MARK FROM THE MAIL BOX, CONTINUE STRAIGHT
 CS2949'AHEAD, SOUTHEAST, FOR 0.8 MILE TO A FORK.  TAKE LEFT FORK
 CS2949'AND GO 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 CS2949'
 CS2949'NOTE--DISTANCES TO REFERENCE MARKS WERE CHECKED EXCEPT FOR
 CS2949'THE METERS ON R.M. NO. 2.
 CS2949
 CS2949                          STATION RECOVERY (1947)
 CS2949
 CS2949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS2949'THE STATION WAS RECOVERED AS DESCRIBED BY F.R.G. IN JANUARY 1947
 CS2949'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES AND
 CS2949'DIRECTIONS TO REFERENCE MARKS WERE CHECKED AND FOUND TO BE
 CS2949'CORRECT.  THE 1947 DESCRIPTION IS ADEQUATE.
 CS2949'
 CS2949'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 CS2949'
 CS2949'A 74 FOOT SIGNAL AT SELMAN 1947 CAN BE SEEN AT 64 FEET.
 CS2949'
 CS2949'A 74 FOOT SIGNAL AT THOMPSON CAN BE SEEN AT 64 FEET.
 CS2949'
 CS2949'A 4 FOOT SIGNAL AT DICKESON 1946 CAN BE SEEN AT 64 FEET.
 CS2949'
 CS2949'A 74 FOOT SIGNAL AT BOWMAN 1935 CAN BE SEEN AT 64 FEET.
 CS2949
 CS2949                          STATION RECOVERY (1953)
 CS2949
 CS2949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS2949'STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CS2949'CONDITION.  THE CONCRETE MONUMENT OF R.M. NO. 1 WAS FOUND IN THE
 CS2949'VICINITY.  THE AZIMUTH MARK WHICH WAS NOT VISIBLE FROM THE
 CS2949'STATION DUE TO TIMBER AND A HOUSE IN THE LINE WAS REPORTED
 CS2949'TO BE IN THE WAY OF NEW STREET CONSTRUCTION.  THE AZIMUTH MARK
 CS2949'WAS DESTROYED TO CLEAR THE NEW RIGHT-OF-WAY.  BECAUSE OF
 CS2949'EXTENSIVE RESIDENTIAL BUILDING IN THE AREA, AN ADDITIONAL
 CS2949'REFERENCE MARK WAS NOT SET.
 CS2949
 CS2949                          STATION RECOVERY (1980)
 CS2949
 CS2949'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS2949'BOWMAN 1935 - THE MARK IS IN GOOD CONDITION. REVISE DESCRIPTION
 CS2949'BEGINNING AT--S ON VAUGHN BLVD TO HWY 287 AND GO THROUGH UNDERPASS
 CS2949'TO SOUTHBOUND SERVICE ROAD, TURN LEFT AND PROCEED 0.35 MILE TO STA
 CS2949'ON RIGHT NEAR CREST OF HILL.  MARK IS NOT USABLE WITHOUT TOWER
 CS2949'EXCEPT FOR A SHORT DISTANCE.  HOUSE REFERRED TO IN DESCRIPTION NO
 CS2949'LONGER EXISTS.  SUSPECT HOUSING MAY BE STARTED IN IMMEDIATE
 CS2949'VICINITY IN THE NEAR FUTURE.
 CS2949'
 CS2949'REF NO. 2 - OK.
 CS2949'
 CS2949'REF NO. 1 DESTROYED. AZI. MK - NOT SEARCHED FOR.
 CS2949'
 CS2949'DISTANCE AND DIRECTION FROM NEAREST TOWN--FT.WORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1425 ***********************************************************************
 DN1425  SACS        -  This is a Secondary Airport Control Station.
 DN1425  DESIGNATION -  BOWPORT
 DN1425  PID         -  DN1425
 DN1425  STATE/COUNTY-  TX/MONTAGUE
 DN1425  USGS QUAD   -  BOWIE (1978)
 DN1425
 DN1425                         *CURRENT SURVEY CONTROL
 DN1425  ___________________________________________________________________
 DN1425* NAD 83(1993)-  33 36 23.28119(N)    097 46 33.22400(W)     ADJUSTED  
 DN1425* NAVD 88     -       334.66   (meters)    1098.0    (feet)  GPS OBS   
 DN1425  ___________________________________________________________________
 DN1425  X           -    -719,491.617 (meters)                     COMP
 DN1425  Y           -  -5,268,901.430 (meters)                     COMP
 DN1425  Z           -   3,510,345.899 (meters)                     COMP
 DN1425  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 DN1425  ELLIP HEIGHT-         308.14  (meters)          (03/15/01) GPS OBS
 DN1425  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DN1425
 DN1425  HORZ ORDER  -  FIRST
 DN1425  ELLP ORDER  -  FOURTH    CLASS II
 DN1425
 DN1425.This mark is at Bowie Muni (0F2) Airport (0F2)
 DN1425
 DN1425.The horizontal coordinates were established by GPS observations
 DN1425.and adjusted by the National Geodetic Survey in November 1996..
 DN1425
 DN1425.The orthometric height was determined by GPS observations and a
 DN1425.high-resolution geoid model.
 DN1425
 DN1425.GPS derived orthometric heights for airport stations designated as
 DN1425.PACS or SACS are published to 2 decimal places.  This maintains
 DN1425.centimeter relative accuracy between the PACS and SACS.  It does
 DN1425.not indicate centimeter accuracy relative to other marks which are
 DN1425.part of the NAVD 88 network.
 DN1425
 DN1425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1425
 DN1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1425
 DN1425.The ellipsoidal height was determined by GPS observations
 DN1425.and is referenced to NAD 83.
 DN1425
 DN1425.The geoid height was determined by GEOID03.
 DN1425
 DN1425;                    North         East     Units Scale Factor Converg.
 DN1425;SPC TXNC     - 2,215,340.053   667,197.191   MT  0.99991939   +0 23 41.7
 DN1425;SPC TXNC     - 7,268,161.49  2,188,962.78   sFT  0.99991939   +0 23 41.7
 DN1425;UTM  14      - 3,719,194.732   613,565.386   MT  0.99975900   +0 40 39.3
 DN1425
 DN1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1425!SPC TXNC     -   0.99995163  x   0.99991939  =   0.99987102
 DN1425!UTM  14      -   0.99995163  x   0.99975900  =   0.99971064
 DN1425
 DN1425:                Primary Azimuth Mark                     Grid Az
 DN1425:SPC TXNC     -  BOWPORT AZ MK                            174 21 57.6
 DN1425:UTM  14      -  BOWPORT AZ MK                            174 05 00.0
 DN1425
 DN1425|---------------------------------------------------------------------|
 DN1425| PID    Reference Object                     Distance      Geod. Az  |
 DN1425|                                                           dddmmss.s |
 DN1425| DN1426 BOWPORT AZ MK                       APPROX. 0.8 KM 1744539.3 |
 DN1425|---------------------------------------------------------------------|
 DN1425
 DN1425                          SUPERSEDED SURVEY CONTROL
 DN1425
 DN1425  ELLIP H (11/18/96)  308.19   (m)                       GP(       ) 4 2
 DN1425  NAD 83(1993)-  33 36 23.28004(N)    097 46 33.22260(W) AD(       ) 3
 DN1425  ELLIP H (02/16/96)  308.20   (m)                       GP(       ) 5 1
 DN1425  NAD 83(1993)-  33 36 23.28359(N)    097 46 33.21812(W) AD(       ) 3
 DN1425  NAD 83(1986)-  33 36 23.28507(N)    097 46 33.20892(W) AD(       ) 3
 DN1425  NAD 27      -  33 36 22.90716(N)    097 46 32.09005(W) AD(       ) 3
 DN1425  NGVD 29 (12/08/88)  334.9    (m)         1099.     (f) GPS OBS        
 DN1425
 DN1425.Superseded values are not recommended for survey control.
 DN1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1425.See file dsdata.txt to determine how the superseded data were derived.
 DN1425
 DN1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1356519195(NAD 83)
 DN1425_MARKER: I = METAL ROD
 DN1425_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1425_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1425_STAMPING: BOWPORT 1987
 DN1425_MARK LOGO: NGS   
 DN1425_PROJECTION: FLUSH
 DN1425_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1425+SATELLITE: SATELLITE OBSERVATIONS - December 25, 1994
 DN1425_ROD/PIPE-DEPTH: 4.57 meters
 DN1425_SLEEVE-DEPTH  : 0.80 meters
 DN1425
 DN1425  HISTORY     - Date     Condition        Report By
 DN1425  HISTORY     - 1987     MONUMENTED       NGS
 DN1425  HISTORY     - 19880310 GOOD
 DN1425  HISTORY     - 19941225 GOOD             NGS
 DN1425  HISTORY     - 19961116 GOOD             USPSQD
 DN1425
 DN1425                          STATION DESCRIPTION
 DN1425
 DN1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1425'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF BOWIE, AT THE
 DN1425'BOWIE MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF BOWIE C/O RAY
 DN1425'D.WATSON,ROUTE 4 BOX 798, BOWIE, TX 76230.  TELEPHONE NUMBER
 DN1425'817-872-2321.
 DN1425'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 DN1425'HIGHWAY 59 AT THE POST OFFICE IN BOWIE.  GO NORTHEAST ON STATE
 DN1425'HIGHWAY 59 FOR 5.0 KM (3.10 MI) TO FARM ROAD 1758 ON THE RIGHT.
 DN1425'CONTINUE NORTHEAST ON STATE HIGHWAY 59 FOR 4.3 KM (2.65 MI) TO A ROAD
 DN1425'ON THE RIGHT.  TURN RIGHT AND GO SOUTHERNLY ON THE AIRPORT ENTRANCE
 DN1425'ROAD FOR 0.7 KM (0.45 MI) TO A GATE, AT THE SOUTH SIDE OF A MOBILE
 DN1425'HOME.  TURN RIGHT AND GO WEST, PASSING THROUGH THE GATE FOR 0.2 KM
 DN1425'(0.10 MI) TO A NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO NORTH ON
 DN1425'THETAXIWAY FOR 0.5 KM (0.30 MI) TO THE STATION ON THE LEFT.
 DN1425'THE STATION MARK IS SET 22.1 M (72.5 FT) EAST OF THE CENTERLINE OF
 DN1425'THE RUNWAY, 11.3 M (37.1 FT) NORTHEAST OF A TAXIWAY INDICATOR SIGN,
 DN1425'11.0 M (36.1 FT) SOUTH OF THE CENTERLINE OF THE TAXIWAY, AND 0.3 M
 DN1425'(1.0 FT) WEST OF A WITNESS POST.
 DN1425'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1425'DESCRIBED BY B.L.L.
 DN1425
 DN1425                          STATION RECOVERY (1988)
 DN1425
 DN1425'RECOVERED 1988
 DN1425'RECOVERED IN GOOD CONDITION.
 DN1425
 DN1425                          STATION RECOVERY (1994)
 DN1425
 DN1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN1425'THE STATION IS LOCATED ABOUT 50.O MI WEST OF GAINSVILLE, 30 MI (48.3
 DN1425'KM) NORTH NORTHWEST OF DECATUR, 4.9 MI (7.9 KM) NORTHEAST OF BOWIE AND
 DN1425'AT THE BOWIE MUNICIPAL AIRPORT.  OWNERSHIP---CITY OF BOWIE, RT.  4 BOX
 DN1425'798, BOWIE, TX 76230.  AIRPORT MANAGER IS RAY D.  WATSON. PHONE (817)
 DN1425'872-2312.  TO REACH THE STATION FROM THE JUCTION OF US HIGHWAY 81 AND
 DN1425'STATE HIGHWAY 59 AT THE POST OFFICE IN BOWIE, GO NORTHEAST ON STATE
 DN1425'HIGHWAY 59 FOR 3.1 MI (5.0 KM) TO FARM ROAD 1758 ON THE RIGHT.
 DN1425'CONTINUE AHEAD NORTHEAST ON STATE HIGHWAY 59 FOR 2.65 MI (4.26 KM) TO
 DN1425'A ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON AIRPORT ENTRANCE
 DN1425'ROAD FOR 0.45 MI (0.72 KM) TO A GATE AT THE SOUTH SIDE OF A MOBILE
 DN1425'HOME.  TURN RIGHT AND GO WEST PASSING THROUGH GATE FOR 0.1 MI (0.2 KM)
 DN1425'TO A NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR
 DN1425'0.3 MI (0.5 KM) TO THE STATION ON THE LEFT. THE STATION IS A STEEL ROD
 DN1425'WITH A PUNCH HOLE IN THE TOP, ENCASED IN A 5 INCH PVC PIPE WITH A LOGO
 DN1425'CAP SET IN CONCRETE FLUSH WITH GROUND. IT IS 72.5 FT (22.1 M) EAST OF
 DN1425'THE CENTERLINE OF THE RUNWAY, 37.1 FT (11.3 M) NORTHEAST OF A TAXIWAY
 DN1425'INDICATOR SIGN, 36.1 FT (11.0 M) SOUTH OF THE CENTERLINE OF THE
 DN1425'TAXIWAY AND 1.0 FT (0.3 M) WEST OF A FIBERGLASS WITNESS POST.
 DN1425'NOTE--THIS STATION WAS DESIGNATED AS A SACS.  THE ROD AND SLEEVE
 DN1425'DEPTHS WERE UNAVAILABLE FOR ENTRY INTO HEADER INFORMATION.
 DN1425
 DN1425                          STATION RECOVERY (1996)
 DN1425
 DN1425'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1426 ***********************************************************************
 DN1426  SACS        -  This is a Secondary Airport Control Station.
 DN1426  DESIGNATION -  BOWPORT AZ MK
 DN1426  PID         -  DN1426
 DN1426  STATE/COUNTY-  TX/MONTAGUE
 DN1426  USGS QUAD   -  BOWIE (1978)
 DN1426
 DN1426                         *CURRENT SURVEY CONTROL
 DN1426  ___________________________________________________________________
 DN1426* NAD 83(1993)-  33 35 59.03453(N)    097 46 30.56715(W)     ADJUSTED  
 DN1426* NAVD 88     -       331.07   (meters)    1086.2    (feet)  GPS OBS   
 DN1426  ___________________________________________________________________
 DN1426  X           -    -719,479.278 (meters)                     COMP
 DN1426  Y           -  -5,269,317.382 (meters)                     COMP
 DN1426  Z           -   3,509,721.679 (meters)                     COMP
 DN1426  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 DN1426  ELLIP HEIGHT-         304.54  (meters)          (03/15/01) GPS OBS
 DN1426  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DN1426
 DN1426  HORZ ORDER  -  FIRST
 DN1426  ELLP ORDER  -  FOURTH    CLASS II
 DN1426
 DN1426.This mark is at Bowie Muni (0F2) Airport (0F2)
 DN1426
 DN1426.The horizontal coordinates were established by GPS observations
 DN1426.and adjusted by the National Geodetic Survey in November 1996..
 DN1426
 DN1426.The orthometric height was determined by GPS observations and a
 DN1426.high-resolution geoid model.
 DN1426
 DN1426.GPS derived orthometric heights for airport stations designated as
 DN1426.PACS or SACS are published to 2 decimal places.  This maintains
 DN1426.centimeter relative accuracy between the PACS and SACS.  It does
 DN1426.not indicate centimeter accuracy relative to other marks which are
 DN1426.part of the NAVD 88 network.
 DN1426
 DN1426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1426
 DN1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1426
 DN1426.The ellipsoidal height was determined by GPS observations
 DN1426.and is referenced to NAD 83.
 DN1426
 DN1426.The geoid height was determined by GEOID03.
 DN1426
 DN1426;                    North         East     Units Scale Factor Converg.
 DN1426;SPC TXNC     - 2,214,593.569   667,270.832   MT  0.99991826   +0 23 43.2
 DN1426;SPC TXNC     - 7,265,712.40  2,189,204.39   sFT  0.99991826   +0 23 43.2
 DN1426;UTM  14      - 3,718,448.740   613,642.696   MT  0.99975922   +0 40 40.4
 DN1426
 DN1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1426!SPC TXNC     -   0.99995219  x   0.99991826  =   0.99987046
 DN1426!UTM  14      -   0.99995219  x   0.99975922  =   0.99971142
 DN1426
 DN1426:                Primary Azimuth Mark                     Grid Az
 DN1426:SPC TXNC     -  0F2 A                                    009 21 38.5
 DN1426:UTM  14      -  0F2 A                                    009 04 41.3
 DN1426
 DN1426|---------------------------------------------------------------------|
 DN1426| PID    Reference Object                     Distance      Geod. Az  |
 DN1426|                                                           dddmmss.s |
 DN1426| AB2779 0F2 A                               466.099 METERS 0094521.7 |
 DN1426| DN1425 BOWPORT                             APPROX. 0.8 KM 3544540.7 |
 DN1426|---------------------------------------------------------------------|
 DN1426
 DN1426                          SUPERSEDED SURVEY CONTROL
 DN1426
 DN1426  ELLIP H (11/18/96)  304.59   (m)                       GP(       ) 4 2
 DN1426  NAD 83(1993)-  33 35 59.03337(N)    097 46 30.56509(W) AD(       ) 3
 DN1426  ELLIP H (02/16/96)  304.59   (m)                       GP(       ) 5 1
 DN1426  NAD 83(1993)-  33 35 59.03694(N)    097 46 30.56061(W) AD(       ) 3
 DN1426  NAD 83(1986)-  33 35 59.03841(N)    097 46 30.55143(W) AD(       ) 3
 DN1426  NAD 27      -  33 35 58.65996(N)    097 46 29.43282(W) AD(       ) 3
 DN1426  NGVD 29 (12/08/88)  331.3    (m)         1087.     (f) GPS OBS        
 DN1426
 DN1426.Superseded values are not recommended for survey control.
 DN1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1426.See file dsdata.txt to determine how the superseded data were derived.
 DN1426
 DN1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC1364318449(NAD 83)
 DN1426_MARKER: I = METAL ROD
 DN1426_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1426_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1426_STAMPING: BOWPORT AZ MK 1987
 DN1426_MARK LOGO: NGS   
 DN1426_PROJECTION: FLUSH
 DN1426_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1426+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 DN1426_ROD/PIPE-DEPTH: 2.13 meters
 DN1426_SLEEVE-DEPTH  : 0.80 meters
 DN1426
 DN1426  HISTORY     - Date     Condition        Report By
 DN1426  HISTORY     - 1987     MONUMENTED       NGS
 DN1426  HISTORY     - 19880310 GOOD
 DN1426  HISTORY     - 19941225 GOOD             NGS
 DN1426  HISTORY     - 19961116 GOOD             USPSQD
 DN1426  HISTORY     - 20050310 GOOD             INDIV
 DN1426
 DN1426                          STATION DESCRIPTION
 DN1426
 DN1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1426'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF BOWIE, AT THE
 DN1426'BOWIE MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF BOWIE C/O RAY
 DN1426'D.WATSON,ROUTE 4 BOX 798, BOWIE, TX 76230.  TELEPHONE NUMBER
 DN1426'817-872-2321.
 DN1426'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 DN1426'HIGHWAY 59 AT THE POST OFFICE IN BOWIE.  GO NORTHEAST ON STATE
 DN1426'HIGHWAY 59 FOR 5.0 KM (3.10 MI) TO FARM ROAD 1758 ON THE RIGHT.
 DN1426'CONTINUE NORTHEAST ON STATE HIGHWAY 59 FOR 4.3 KM (2.65 MI) TO A ROAD
 DN1426'ON THE RIGHT.  TURN RIGHT AND GO SOUTHERNLY ON THE AIRPORT ENTRANCE
 DN1426'ROAD FOR 0.7 KM (0.45 MI) TO A GATE, AT THE SOUTH SIDE OF A MOBILE
 DN1426'HOME.  TURN RIGHT AND GO WEST, PASSING THROUGH THE GATE FOR 0.2 KM
 DN1426'(0.10 MI) TO A NORTH-SOUTH TAXIWAY.  TURN LEFT AND GO SOUTH ON THE
 DN1426'TAXIWAY FOR 0.5 KM (0.30 MI) TO THE MARK ON THE RIGHT, ON THE
 DN1426'NORTHSIDE OF A CONNECTOR.
 DN1426'THE MARK IS SET 13.7 M (44.9 FT) NORTH OF THE CENTERLINE OF THE
 DN1426'TAXIWAY, 6.5 M (21.3 FT) SOUTH OF A TAXIWAY INDICATOR SIGN, 6.4 M
 DN1426'(21.0 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE CULVERT,
 DN1426'AND4.3 M (14.1 FT) NORTHWEST OF A WITNESS POST.
 DN1426'DESCRIBED BY W.C. GUNN
 DN1426
 DN1426                          STATION RECOVERY (1988)
 DN1426
 DN1426'RECOVERED 1988
 DN1426'RECOVERED IN GOOD CONDITION.
 DN1426
 DN1426                          STATION RECOVERY (1994)
 DN1426
 DN1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN1426'THE STATION IS LOCATED ABOUT 50.O MI WEST OF GAINSVILLE, 30 MI (48.3
 DN1426'KM) NORTH NORTHWEST OF DECATUR, 4.9 MI (7.9 KM) NORTHEAST OF BOWIE AND
 DN1426'AT THE BOWIE MUNICIPAL AIRPORT.  OWNERSHIP---CITY OF BOWIE, RT.  4 BOX
 DN1426'798, BOWIE, TX 76230.  AIRPORT MANAGER IS RAY D.  WATSON. PHONE (817)
 DN1426'872-2312.  TO REACH THE STATION FROM THE JUCTION OF US HIGHWAY 81 AND
 DN1426'STATE HIGHWAY 59 AT THE POST OFFICE IN BOWIE, GO NORTHEAST ON STATE
 DN1426'HIGHWAY 59 FOR 3.1 MI (5.0 KM) TO FARM ROAD 1758 ON THE RIGHT.
 DN1426'CONTINUE AHEAD NORTHEAST ON STATE HIGHWAY 59 FOR 2.65 MI (4.26 KM) TO
 DN1426'A ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON AIRPORT ENTRANCE
 DN1426'ROAD FOR 0.45 MI (0.72 KM) TO A GATE AT THE SOUTH SIDE OF A MOBILE
 DN1426'HOME.  TURN RIGHT AND GO WEST PASSING THROUGH GATE FOR 0.1 MI (0.2 KM)
 DN1426'TO A NORTH-SOUTH TAXIWAY.  TURN LEFT AND GO SOUTH ON THE TAXIWAY FOR
 DN1426'0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A STEEL
 DN1426'ROD WITH A PUNCH HOLE IN THE TOP, ENCASED IN A 5 INCH PVC PIPE WITH A
 DN1426'LOGO CAP SET IN CONCRETE FLUSH WITH GROUND.  IT IS 44.9 FT (13.7 M)
 DN1426'NORTH OF THE CENTERLINE OF THE TAXIWAY, 21.3 FT (6.5 M) SOUTH OF A
 DN1426'TAXIWAY INDICATOR SIGN AND 14.1 FT (4.3 M) NORTHWEST OF A FIBERGLASS
 DN1426'WITNESS POST.  NOTE--THIS STATION WAS DESIGNATED AS A SACS.  ROD AND
 DN1426'SLEEVE DEPTHS NOT AVAILABLE FOR ENTRY INTO HEADER INFORMATION.
 DN1426
 DN1426                          STATION RECOVERY (1996)
 DN1426
 DN1426'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1426'RECOVERED IN GOOD CONDITION.
 DN1426
 DN1426                          STATION RECOVERY (2005)
 DN1426
 DN1426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (IJS)
 DN1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1022 ***********************************************************************
 CA1022  DESIGNATION -  BOWSER
 CA1022  PID         -  CA1022
 CA1022  STATE/COUNTY-  TX/SAN SABA
 CA1022  USGS QUAD   -  BOWSER (1980)
 CA1022
 CA1022                         *CURRENT SURVEY CONTROL
 CA1022  ___________________________________________________________________
 CA1022* NAD 83(1993)-  31 25 08.80219(N)    098 55 56.51095(W)     ADJUSTED  
 CA1022* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 CA1022  ___________________________________________________________________
 CA1022  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CA1022  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 CA1022
 CA1022  HORZ ORDER  -  THIRD
 CA1022
 CA1022.The horizontal coordinates were established by classical geodetic methods
 CA1022.and adjusted by the National Geodetic Survey in February 1996..
 CA1022
 CA1022.The orthometric height was scaled from a topographic map.
 CA1022
 CA1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1022
 CA1022.The geoid height was determined by GEOID03.
 CA1022
 CA1022;                    North         East     Units Scale Factor Converg.
 CA1022;SPC TX C     - 3,195,108.446   833,194.029   MT  0.99990823   +0 43 17.7
 CA1022;SPC TX C     -10,482,618.29  2,733,570.74   sFT  0.99990823   +0 43 17.7
 CA1022;UTM  14      - 3,476,053.530   506,428.516   MT  0.99960051   +0 02 06.9
 CA1022
 CA1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1022!SPC TX C     -   0.99993733  x   0.99990823  =   0.99984557
 CA1022!UTM  14      -   0.99993733  x   0.99960051  =   0.99953786
 CA1022
 CA1022:                Primary Azimuth Mark                     Grid Az
 CA1022:SPC TX C     -  RICH                                     180 31 02.0
 CA1022:UTM  14      -  RICH                                     181 12 12.8
 CA1022
 CA1022|---------------------------------------------------------------------|
 CA1022| PID    Reference Object                     Distance      Geod. Az  |
 CA1022|                                                           dddmmss.s |
 CA1022| CA1021 RICH                                APPROX. 9.5 KM 1811419.7 |
 CA1022|---------------------------------------------------------------------|
 CA1022
 CA1022                          SUPERSEDED SURVEY CONTROL
 CA1022
 CA1022  NAD 83(1986)-  31 25 08.81234(N)    098 55 56.49595(W) AD(       ) 3
 CA1022  NAD 27      -  31 25 08.23492(N)    098 55 55.30549(W) AD(       ) 3
 CA1022
 CA1022.Superseded values are not recommended for survey control.
 CA1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1022.See file dsdata.txt to determine how the superseded data were derived.
 CA1022
 CA1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV0642976054(NAD 83)
 CA1022_MARKER: DD = SURVEY DISK
 CA1022_SETTING: 66 = SET IN ROCK OUTCROP
 CA1022_SP_SET: SET IN ROCK OUTCROP
 CA1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1022+STABILITY: POSITION/ELEVATION WELL
 CA1022
 CA1022  HISTORY     - Date     Condition        Report By
 CA1022  HISTORY     - 1947     MONUMENTED       USGS
 CA1022
 CA1022                          STATION DESCRIPTION
 CA1022
 CA1022'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CA1022'BOWSER, TEXAS, 1 MI. N. AND 2 MI. E. OF, ON HIGH POINT OF LAND 0.25
 CA1022'MI. NE. OF HOUSE, 400 FT. N. AND 100 FT. W. OF FENCE CORNER, IN
 CA1022'SCATTERING MESQUITE PASTURE.
 CA1022'
 CA1022'STATION MARK--STANDARD TABLET SET IN LARGE ROCK AND STAMPED ---BOWSER
 CA1022'1947---.
 CA1022'
 CA1022'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN LARGE BOULDER
 CA1022'AND STAMPED ---NO. 1 BOWSER 1947---, 191.80 FT. FROM STATION,
 CA1022'N 57 DEG 05 MIN E.
 CA1022'
 CA1022'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN LARGE BOULDER
 CA1022'AND STAMPED ---NO. 2 BOWSER 1947---, 207.50 FT. FROM STATION,
 CA1022'S 02 DEG 13 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0746 ***********************************************************************
 CT0746  DESIGNATION -  BOWYER
 CT0746  PID         -  CT0746
 CT0746  STATE/COUNTY-  TX/JONES
 CT0746  USGS QUAD   -  ANSON (1965)
 CT0746
 CT0746                         *CURRENT SURVEY CONTROL
 CT0746  ___________________________________________________________________
 CT0746* NAD 83(1993)-  32 50 56.55515(N)    099 53 56.59668(W)     ADJUSTED  
 CT0746* NAVD 88     -       503.312  (meters)    1651.28   (feet)  ADJUSTED  
 CT0746  ___________________________________________________________________
 CT0746  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CT0746  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CT0746  DYNAMIC HT  -         502.665 (meters)    1649.16  (feet)  COMP
 CT0746  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 CT0746
 CT0746  HORZ ORDER  -  SECOND
 CT0746  VERT ORDER  -  SECOND    CLASS 0
 CT0746
 CT0746.The horizontal coordinates were established by classical geodetic methods
 CT0746.and adjusted by the National Geodetic Survey in February 1996..
 CT0746
 CT0746.The orthometric height was determined by differential leveling
 CT0746.and adjusted by the National Geodetic Survey in June 1991..
 CT0746
 CT0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0746
 CT0746.The geoid height was determined by GEOID03.
 CT0746
 CT0746.The dynamic height is computed by dividing the NAVD 88
 CT0746.geopotential number by the normal gravity value computed on the
 CT0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0746.degrees latitude (g = 980.6199 gals.).
 CT0746
 CT0746.The modeled gravity was interpolated from observed gravity values.
 CT0746
 CT0746;                    North         East     Units Scale Factor Converg.
 CT0746;SPC TXNC     - 2,131,985.363   469,051.391   MT  0.99987884   -0 45 46.9
 CT0746;SPC TXNC     - 6,994,688.65  1,538,879.44   sFT  0.99987884   -0 45 46.9
 CT0746;UTM  14      - 3,634,910.104   415,869.901   MT  0.99968727   -0 29 15.7
 CT0746
 CT0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0746!SPC TXNC     -   0.99992553  x   0.99987884  =   0.99980438
 CT0746!UTM  14      -   0.99992553  x   0.99968727  =   0.99961282
 CT0746
 CT0746:                Primary Azimuth Mark                     Grid Az
 CT0746:SPC TXNC     -  STAMFORD NORTH MUNICIPAL TANK            039 07 34.9
 CT0746:UTM  14      -  STAMFORD NORTH MUNICIPAL TANK            038 51 03.7
 CT0746
 CT0746|---------------------------------------------------------------------|
 CT0746| PID    Reference Object                     Distance      Geod. Az  |
 CT0746|                                                           dddmmss.s |
 CT0746| CT1172 STAMFORD NORTH MUNICIPAL TANK       APPROX.13.8 KM 0382148.0 |
 CT0746| CT1173 STAMFORD SOUTH MUNICIPAL TANK       APPROX.13.8 KM 0382504.5 |
 CT0746| CT1171 STAMFORD SHORT MUNICIPAL TANK       APPROX.12.6 KM 0394041.4 |
 CT0746| CT0745 BOWYER AZ MK                                       0904103.0 |
 CT0746| CT0748 BOWYER RM 1                          11.746 METERS 16533     |
 CT0746| CT0747 BOWYER RM 2                           8.005 METERS 24918     |
 CT0746|---------------------------------------------------------------------|
 CT0746
 CT0746                          SUPERSEDED SURVEY CONTROL
 CT0746
 CT0746  NAD 83(1993)-  32 50 56.56038(N)    099 53 56.58938(W) AD(       ) 2
 CT0746  NAD 83(1986)-  32 50 56.56118(N)    099 53 56.58686(W) AD(       ) 2
 CT0746  NAD 27      -  32 50 56.15060(N)    099 53 55.24060(W) AD(       ) 2
 CT0746  NGVD 29 (??/??/92)  503.118  (m)         1650.65   (f) ADJ UNCH    2 0
 CT0746
 CT0746.Superseded values are not recommended for survey control.
 CT0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0746.See file dsdata.txt to determine how the superseded data were derived.
 CT0746
 CT0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1587034910(NAD 83)
 CT0746_MARKER: DS = TRIANGULATION STATION DISK
 CT0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0746_STAMPING: BOWYER 1961
 CT0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0746+STABILITY: SURFACE MOTION
 CT0746
 CT0746  HISTORY     - Date     Condition        Report By
 CT0746  HISTORY     - 1961     MONUMENTED       CGS
 CT0746  HISTORY     - 1961     GOOD             CGS
 CT0746
 CT0746                          STATION DESCRIPTION
 CT0746
 CT0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT0746'THE STATION IS LOCATED 9 MILES SOUTHWEST OF STAMFORD AND 7
 CT0746'MILES NORTH OF ANSON.
 CT0746'
 CT0746'TO REACH THE STATION FROM THE COURTHOUSE IN ANSON, GO NORTH
 CT0746'ON U.S. HIGHWAYS 277 AND 83 FOR 1.3 MILES TO THE JUNCTION
 CT0746'OF U.S. HIGHWAY 277 AND 83, TURN RIGHT, NORTH ON U.S. HIGHWAY
 CT0746'277 AND GO FOR 5.5 MILES TO A SIDE ROAD LEFT AND SIGN ON THE
 CT0746'LEFT CORINTH BAPTIST CHURCH, TURN LEFT, WEST, ON THE GRAVEL
 CT0746'ROAD FOR 0.8 MILE TO A T INTERSECTION, TURN RIGHT, NORTH, ON
 CT0746'THE GRAVEL ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT, (AND THE
 CT0746'AZIMUTH MARK ON THE RIGHT AS DESCRIBED,) TURN LEFT, WEST, ON
 CT0746'THE GRAVEL ROAD AND GO FOR 0.9 MILE TO THE STATION ON THE
 CT0746'LEFT AS DESCRIBED.
 CT0746'
 CT0746'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CT0746'SQUARE CONCRETE MONUMENT, WHICH IS FLUSH AND IS STAMPED BOWYER
 CT0746'1961.  IT IS 30 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND
 CT0746'25.4 FEET NORTHEAST OF A METAL WITNESS POST.
 CT0746'
 CT0746'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 CT0746'12-INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH AND IS STAMPED
 CT0746'BOWYER NO 1 1961.  IT IS 67 FEET SOUTH OF THE CENTER OF A
 CT0746'GRAVEL ROAD AND 39.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 CT0746'
 CT0746'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 CT0746'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECT 1 INCH AND IS
 CT0746'STAMPED BOWYER NO 2 1961.  IT IS 40 FEET SOUTH OF THE CENTER
 CT0746'OF A GRAVEL ROAD AND 4.9 FEET NORTHWEST OF A METAL WITNESS
 CT0746'POST.
 CT0746'
 CT0746'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CT0746'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES AND IS
 CT0746'STAMPED BOWYER 1961.  IT IS 32 FEET NORTH OF THE CENTER OF
 CT0746'A EAST-WEST GRAVEL ROAD, 25 FEET WEST OF THE CENTER OF A
 CT0746'NORTH-SOUTH GRAVEL ROAD, 8 FEET NORTHWEST OF A TELEPHONE
 CT0746'POLE AND 4.2 FEET SOUTH OF A METAL WITNESS POST.
 CT0746'
 CT0746'R.M. NO 1 TO R.M. NO 2 IS 44.21 FEET AND 13.475 METERS.
 CT0746
 CT0746                          STATION RECOVERY (1961)
 CT0746
 CT0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CT0746'9.95 MI SW FROM STAMFORD.
 CT0746'5.0 MILES SOUTH ALONG THE WICHITA VALLEY RAILROAD FROM THE RAILROAD
 CT0746'STATION AT STAMFORD, THENCE 1.7 MILES WEST ALONG FARM ROAD 1636,
 CT0746'THENCE 0.4 MILE SOUTH ALONG U.S.HIGHWAY 277, THENCE 0.8 MILE WEST
 CT0746'ALONG FARM ROAD 1636, THENCE 1.05 MILES SOUTH ALONG A GRAVEL ROAD,
 CT0746'THENCE 1 MILE WEST ALONG A DIRT ROAD, 37 FEET NORTHWEST OF RM 1, 27
 CT0746'FEET SOUTH OF THE CENTER OF A DIRT ROAD, 25 FEET NORTHEAST OF RM 2, 24
 CT0746'FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, LEVEL WITH THE ROAD,
 CT0746'SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0745 ***********************************************************************
 CT0745  DESIGNATION -  BOWYER AZ MK
 CT0745  PID         -  CT0745
 CT0745  STATE/COUNTY-  TX/JONES
 CT0745  USGS QUAD   -  ANSON (1965)
 CT0745
 CT0745                         *CURRENT SURVEY CONTROL
 CT0745  ___________________________________________________________________
 CT0745* NAD 83(1986)-  32 50 55.     (N)    099 52 57.     (W)     SCALED    
 CT0745* NAVD 88     -       500.500  (meters)    1642.06   (feet)  ADJUSTED  
 CT0745  ___________________________________________________________________
 CT0745  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0745  DYNAMIC HT  -         499.857 (meters)    1639.95  (feet)  COMP
 CT0745  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 CT0745
 CT0745  VERT ORDER  -  SECOND    CLASS 0
 CT0745
 CT0745.The horizontal coordinates were scaled from a topographic map and have
 CT0745.an estimated accuracy of +/- 6 seconds.
 CT0745
 CT0745.The orthometric height was determined by differential leveling
 CT0745.and adjusted by the National Geodetic Survey in June 1991..
 CT0745
 CT0745.The geoid height was determined by GEOID03.
 CT0745
 CT0745.The dynamic height is computed by dividing the NAVD 88
 CT0745.geopotential number by the normal gravity value computed on the
 CT0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0745.degrees latitude (g = 980.6199 gals.).
 CT0745
 CT0745.The modeled gravity was interpolated from observed gravity values.
 CT0745
 CT0745;                    North         East    Units  Estimated Accuracy
 CT0745;SPC TXNC     - 2,131,920.      470,600.      MT  (+/- 180 meters Scaled)
 CT0745
 CT0745                          SUPERSEDED SURVEY CONTROL
 CT0745
 CT0745  NGVD 29 (??/??/92)  500.307  (m)         1641.42   (f) ADJ UNCH    2 0
 CT0745
 CT0745.Superseded values are not recommended for survey control.
 CT0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0745.See file dsdata.txt to determine how the superseded data were derived.
 CT0745
 CT0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB174348(NAD 83)
 CT0745_MARKER: DZ = AZIMUTH MARK DISK
 CT0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0745_STAMPING: BOWYER 1961
 CT0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0745+STABILITY: SURFACE MOTION
 CT0745
 CT0745  HISTORY     - Date     Condition        Report By
 CT0745  HISTORY     - 1961     MONUMENTED       CGS
 CT0745
 CT0745                          STATION DESCRIPTION
 CT0745
 CT0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0745'8.95 MI SW FROM STAMFORD.
 CT0745'5.0 MILES SOUTH ALONG THE WICHITA VALLEY RAILROAD FROM THE RAILROAD
 CT0745'STATION AT STAMFORD, THENCE 1.7 MILES WEST ALONG FARM ROAD 1636,
 CT0745'THENCE 0.4 MILE SOUTH ALONG U.S. HIGHWAY 277, THENCE 0.8 MILE WEST
 CT0745'ALONG FARM ROAD 1636, THENCE 1.05 MILES SOUTH ALONG A GRAVEL ROAD, 30
 CT0745'FEET NORTH OF THE CENTER OF A DIRT ROAD, 22 FEET WEST OF THE CENTER OF
 CT0745'A GRAVEL ROAD, 10 FEET NORTH OF A TELEPHONE POLE NO. 110, 4 FEET SOUTH
 CT0745'OF A METAL WITNESS POST WITH SIGN, LEVEL WITH THE ROAD, SET IN TOP OF
 CT0745'A SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0748 ***********************************************************************
 CT0748  DESIGNATION -  BOWYER RM 1
 CT0748  PID         -  CT0748
 CT0748  STATE/COUNTY-  TX/JONES
 CT0748  USGS QUAD   -  ANSON (1965)
 CT0748
 CT0748                         *CURRENT SURVEY CONTROL
 CT0748  ___________________________________________________________________
 CT0748* NAD 83(1986)-  32 50 56.     (N)    099 53 56.     (W)     SCALED    
 CT0748* NAVD 88     -       503.436  (meters)    1651.69   (feet)  ADJUSTED  
 CT0748  ___________________________________________________________________
 CT0748  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CT0748  DYNAMIC HT  -         502.789 (meters)    1649.57  (feet)  COMP
 CT0748  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 CT0748
 CT0748  VERT ORDER  -  SECOND    CLASS 0
 CT0748
 CT0748.The horizontal coordinates were scaled from a topographic map and have
 CT0748.an estimated accuracy of +/- 6 seconds.
 CT0748
 CT0748.The orthometric height was determined by differential leveling
 CT0748.and adjusted by the National Geodetic Survey in June 1991..
 CT0748
 CT0748.The geoid height was determined by GEOID03.
 CT0748
 CT0748.The dynamic height is computed by dividing the NAVD 88
 CT0748.geopotential number by the normal gravity value computed on the
 CT0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0748.degrees latitude (g = 980.6199 gals.).
 CT0748
 CT0748.The modeled gravity was interpolated from observed gravity values.
 CT0748
 CT0748;                    North         East    Units  Estimated Accuracy
 CT0748;SPC TXNC     - 2,131,970.      469,070.      MT  (+/- 180 meters Scaled)
 CT0748
 CT0748                          SUPERSEDED SURVEY CONTROL
 CT0748
 CT0748  NGVD 29 (??/??/92)  503.243  (m)         1651.06   (f) ADJ UNCH    2 0
 CT0748
 CT0748.Superseded values are not recommended for survey control.
 CT0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0748.See file dsdata.txt to determine how the superseded data were derived.
 CT0748
 CT0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB158348(NAD 83)
 CT0748_MARKER: DR = REFERENCE MARK DISK
 CT0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0748_STAMPING: BOWYER NO 1 1961
 CT0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0748+STABILITY: SURFACE MOTION
 CT0748
 CT0748  HISTORY     - Date     Condition        Report By
 CT0748  HISTORY     - 1961     MONUMENTED       CGS
 CT0748
 CT0748                          STATION DESCRIPTION
 CT0748
 CT0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0748'9.95 MI SW FROM STAMFORD.
 CT0748'5.0 MILES SOUTH ALONG THE WICHITA VALLEY RAILROAD FROM THE STATION AT
 CT0748'STAMFORD, THENCE 1.7 MILES WEST ALONG FARM ROAD 1636, THENCE 0.4 MILES
 CT0748'SOUTH ALONG U.S. HIGHWAY 277, THENCE 0.8 MILES WEST ALONG FARM ROAD
 CT0748'1636, THENCE 1.05 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.0 MILES
 CT0748'WEST ALONG A DIRT ROAD, 66 FEET SOUTH OF THE CENTER LINE OF A DIRT
 CT0748'ROAD, 37 FEET SOUTHEAST OF THE STATION, 36 FEET SOUTHEAST OF A METAL
 CT0748'WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST 4
 CT0748'FEET IN THE GROUND AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0747 ***********************************************************************
 CT0747  DESIGNATION -  BOWYER RM 2
 CT0747  PID         -  CT0747
 CT0747  STATE/COUNTY-  TX/JONES
 CT0747  USGS QUAD   -  ANSON (1965)
 CT0747
 CT0747                         *CURRENT SURVEY CONTROL
 CT0747  ___________________________________________________________________
 CT0747* NAD 83(1986)-  32 50 56.     (N)    099 53 56.     (W)     SCALED    
 CT0747* NAVD 88     -       503.286  (meters)    1651.20   (feet)  ADJUSTED  
 CT0747  ___________________________________________________________________
 CT0747  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CT0747  DYNAMIC HT  -         502.639 (meters)    1649.07  (feet)  COMP
 CT0747  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 CT0747
 CT0747  VERT ORDER  -  SECOND    CLASS 0
 CT0747
 CT0747.The horizontal coordinates were scaled from a topographic map and have
 CT0747.an estimated accuracy of +/- 6 seconds.
 CT0747
 CT0747.The orthometric height was determined by differential leveling
 CT0747.and adjusted by the National Geodetic Survey in June 1991..
 CT0747
 CT0747.The geoid height was determined by GEOID03.
 CT0747
 CT0747.The dynamic height is computed by dividing the NAVD 88
 CT0747.geopotential number by the normal gravity value computed on the
 CT0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0747.degrees latitude (g = 980.6199 gals.).
 CT0747
 CT0747.The modeled gravity was interpolated from observed gravity values.
 CT0747
 CT0747;                    North         East    Units  Estimated Accuracy
 CT0747;SPC TXNC     - 2,131,970.      469,070.      MT  (+/- 180 meters Scaled)
 CT0747
 CT0747                          SUPERSEDED SURVEY CONTROL
 CT0747
 CT0747  NGVD 29 (??/??/92)  503.092  (m)         1650.56   (f) ADJ UNCH    2 0
 CT0747
 CT0747.Superseded values are not recommended for survey control.
 CT0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0747.See file dsdata.txt to determine how the superseded data were derived.
 CT0747
 CT0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB158348(NAD 83)
 CT0747_MARKER: DR = REFERENCE MARK DISK
 CT0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0747_STAMPING: BOWYER NO 2 1961
 CT0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0747+STABILITY: SURFACE MOTION
 CT0747
 CT0747  HISTORY     - Date     Condition        Report By
 CT0747  HISTORY     - 1961     MONUMENTED       CGS
 CT0747
 CT0747                          STATION DESCRIPTION
 CT0747
 CT0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0747'9.95 MI SW FROM STAMFORD.
 CT0747'5.0 MILES SOUTH ALONG THE WICHITA VALLEY RAILROAD FROM THE STATION AT
 CT0747'STAMFORD, THENCE 1.7 MILES WEST ALONG FARM ROAD 1636, THENCE 0.4 MILES
 CT0747'SOUTH ALONG U.S. HIGHWAY 277, THENCE 0.8 MILES WEST ALONG FARM ROAD
 CT0747'1636, THENCE 1.05 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.0 MILES
 CT0747'WEST ALONG A DIRT ROAD, 33 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 25
 CT0747'FEET SOUTHWEST OF THE STATION, 5 FEET NORTHWEST OF A METAL WITNESS
 CT0747'POST WITH SIGN, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST 4 FEET IN
 CT0747'THE GROUND AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1759 ***********************************************************************
 FL1759  DESIGNATION -  BOX
 FL1759  PID         -  FL1759
 FL1759  STATE/COUNTY-  TX/POTTER
 FL1759  USGS QUAD   -  MAYER (1973)
 FL1759
 FL1759                         *CURRENT SURVEY CONTROL
 FL1759  ___________________________________________________________________
 FL1759* NAD 83(1993)-  35 22 06.78844(N)    101 41 20.64351(W)     ADJUSTED  
 FL1759* NAVD 88     -      1097.     (meters)    3599.     (feet)  SCALED    
 FL1759  ___________________________________________________________________
 FL1759  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FL1759  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 FL1759
 FL1759  HORZ ORDER  -  FIRST
 FL1759
 FL1759.The horizontal coordinates were established by classical geodetic methods
 FL1759.and adjusted by the National Geodetic Survey in February 1996..
 FL1759
 FL1759.The orthometric height was scaled from a topographic map.
 FL1759
 FL1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1759
 FL1759.The geoid height was determined by GEOID03.
 FL1759
 FL1759;                    North         East     Units Scale Factor Converg.
 FL1759;SPC TX N     - 1,151,838.923   182,819.642   MT  0.99991124   -0 06 34.5
 FL1759;SPC TX N     - 3,778,991.53    599,800.78   sFT  0.99991124   -0 06 34.5
 FL1759;UTM  14      - 3,917,235.265   255,693.610   MT  1.00033560   -1 33 26.3
 FL1759
 FL1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1759!SPC TX N     -   0.99983206  x   0.99991124  =   0.99974332
 FL1759!UTM  14      -   0.99983206  x   1.00033560  =   1.00016761
 FL1759
 FL1759:                Primary Azimuth Mark                     Grid Az
 FL1759:SPC TX N     -  WILLTON ELEVATED WATER TANK              063 25 55.3
 FL1759:UTM  14      -  WILLTON ELEVATED WATER TANK              064 52 47.1
 FL1759
 FL1759|---------------------------------------------------------------------|
 FL1759| PID    Reference Object                     Distance      Geod. Az  |
 FL1759|                                                           dddmmss.s |
 FL1759| FL1765 WILLTON ELEVATED WATER TANK         APPROX. 3.5 KM 0631920.8 |
 FL1759| FL1753 RADIO STATION KGNC CENTER MAST      APPROX.13.3 KM 0643415.7 |
 FL1759| CJ6695 BOX RM 1                             14.412 METERS 06813     |
 FL1759| FL1757 PANTEX VILLAGE E STANDPIPE          APPROX.11.8 KM 1171118.5 |
 FL1759| FL1754 PANTEX VILLAGE W STANDPIPE          APPROX. 9.2 KM 1271933.1 |
 FL1759| CJ6694 BOX AZ MK                                          1383244.8 |
 FL1759| FL1764 ST FRANCIS SIDING GRAIN ELEV        APPROX. 5.3 KM 1473516.9 |
 FL1759| FL1791 AMARILLO PRICE COLLEGE TANK         APPROX.17.8 KM 2102127.1 |
 FL1759| FL1795 AMARILLO NE MUNICIPAL TANK          APPROX.20.4 KM 2134926.9 |
 FL1759| FL1812 AMARILLO W MUNICIPAL TANK           APPROX.24.8 KM 2251934.0 |
 FL1759| FL1808 AMARILLO AMER SMELT REFIN STK       APPROX.22.2 KM 2273142.2 |
 FL1759| FL1811 AMARILLO VETS HOSP WATER TANK       APPROX.26.9 KM 2274725.1 |
 FL1759| CJ6696 BOX RM 2                              5.866 METERS 35715     |
 FL1759|---------------------------------------------------------------------|
 FL1759
 FL1759                          SUPERSEDED SURVEY CONTROL
 FL1759
 FL1759  NAD 83(1993)-  35 22 06.79317(N)    101 41 20.63728(W) AD(       ) 1
 FL1759  NAD 83(1986)-  35 22 06.79568(N)    101 41 20.63426(W) AD(       ) 1
 FL1759  NAD 27      -  35 22 06.61800(N)    101 41 18.99100(W) AD(       ) 1
 FL1759
 FL1759.Superseded values are not recommended for survey control.
 FL1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1759.See file dsdata.txt to determine how the superseded data were derived.
 FL1759
 FL1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5569417235(NAD 83)
 FL1759_MARKER: DS = TRIANGULATION STATION DISK
 FL1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1759
 FL1759  HISTORY     - Date     Condition        Report By
 FL1759  HISTORY     - 1951     MONUMENTED       CGS
 FL1759
 FL1759                          STATION DESCRIPTION
 FL1759
 FL1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1759'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT,
 FL1759'FLAT TOP RIDGE THAT LIES BETWEEN BONITA CREEK AND BOX CANYON,
 FL1759'ABOUT 13-1/2 MILES NORTHEAST OF AMARILLO, 3 MILES WEST OF STATE
 FL1759'HIGHWAY 136, ABOUT 110 FEET WEST OF A TELEPHONE POLE 206 AND 12
 FL1759'FEET SOUTH OF A WHITE WITNESS POST.
 FL1759'
 FL1759'TO REACH, FROM THE POTTER COUNTY COURTHOUSE IN AMARILLO, GO
 FL1759'NORTH, ON U.S. HIGHWAY 60, FOR 1.0 MILE TO STOP SIGNAL.  TURN
 FL1759'RIGHT, AND GO EAST, ON U.S. HIGHWAY 60, FOR 2.7 MILES TO FORKS
 FL1759'AND STATE HIGHWAY 136.  TAKE LEFT FORK, AND GO NORTHERLY, ON
 FL1759'STATE HIGHWAY 136, FOR 11.4 MILES TO FENCE CORNER AND WIRE GATE
 FL1759'ON LEFT SIDE OF ROAD.  TURN LEFT AND PASS THROUGH WIRE GATE,
 FL1759'AND GO WESTERLY 1.25 MILES TO A LARGE WINDMILL AND THE AZIMUTH
 FL1759'MARK.  CONTINUE NORTHERLY 0.4 MILE TO WIRE GATE IN NORTH-SOUTH
 FL1759'FENCELINE.  PASS THROUGH GATE, AND GO NORTHERLY 1.1 MILES TO
 FL1759'FORKS AT WIRE GATE.  TAKE LEFT FORK, AND GO WESTERLY 0.5
 FL1759'MILE TO WIRE GATE.  THENCE PACK NORTHERLY, FOR 300 FEET TO
 FL1759'NORTH EDGE OF RIDGE AND THE STATION.
 FL1759'
 FL1759'THE STATION MARK IS A STANDARD DISK, STAMPED BOX 1951, SET IN
 FL1759'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1759'ABOUT 4 INCHES.
 FL1759'
 FL1759'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BOX NO 1
 FL1759'1951, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 FL1759'FLUSH WITH THE GROUND AND IS ABOUT 2-1/2 FEET LOWER THAN
 FL1759'THE STATION.
 FL1759'
 FL1759'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BOX NO 2
 FL1759'1951, SET IN A DRILL IN A BOULDER WHICH IS ABOUT FLUSH WITH THE
 FL1759'GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 FL1759'
 FL1759'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOX 1951, SET IN
 FL1759'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1759'ABOUT 4 INCHES.  IT IS LOCATED 4 FEET NORTH NORTHWEST OF THE
 FL1759'NORTHWEST LEG OF THE STEEL WINDMILL.
 FL1759'
 FL1759'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0953 ***********************************************************************
 EN0953  DESIGNATION -  BOX
 EN0953  PID         -  EN0953
 EN0953  STATE/COUNTY-  TX/DONLEY
 EN0953  USGS QUAD   -  CLARENDON (1982)
 EN0953
 EN0953                         *CURRENT SURVEY CONTROL
 EN0953  ___________________________________________________________________
 EN0953* NAD 83(1993)-  34 52 30.68702(N)    100 55 39.14847(W)     ADJUSTED  
 EN0953* NAVD 88     -       899.     (meters)    2949.     (feet)  VERTCON   
 EN0953  ___________________________________________________________________
 EN0953  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 EN0953  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EN0953
 EN0953  HORZ ORDER  -  THIRD
 EN0953
 EN0953.The horizontal coordinates were established by classical geodetic methods
 EN0953.and adjusted by the National Geodetic Survey in February 1996..
 EN0953
 EN0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0953
 EN0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0953
 EN0953.The geoid height was determined by GEOID03.
 EN0953
 EN0953;                    North         East     Units Scale Factor Converg.
 EN0953;SPC TX N     - 1,097,243.087   252,335.313   MT  0.99995543   +0 19 54.3
 EN0953;SPC TX N     - 3,599,871.69    827,870.11   sFT  0.99995543   +0 19 54.3
 EN0953;UTM  14      - 3,860,897.136   323,830.416   MT  0.99998252   -1 06 08.8
 EN0953
 EN0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0953!SPC TX N     -   0.99986311  x   0.99995543  =   0.99981855
 EN0953!UTM  14      -   0.99986311  x   0.99998252  =   0.99984563
 EN0953
 EN0953                          SUPERSEDED SURVEY CONTROL
 EN0953
 EN0953  NAD 83(1993)-  34 52 30.68944(N)    100 55 39.14568(W) AD(       ) 3
 EN0953  NAD 83(1986)-  34 52 30.69276(N)    100 55 39.14091(W) AD(       ) 3
 EN0953  NGVD 29 (01/19/93)  899.     (m)         2949.     (f) VERT ANG       
 EN0953
 EN0953.Superseded values are not recommended for survey control.
 EN0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0953.See file dsdata.txt to determine how the superseded data were derived.
 EN0953
 EN0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2383060897(NAD 83)
 EN0953_MARKER: DD = SURVEY DISK
 EN0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0953+STABILITY: SURFACE MOTION
 EN0953
 EN0953  HISTORY     - Date     Condition        Report By
 EN0953  HISTORY     - 1962     MONUMENTED       USGS
 EN0953
 EN0953                          STATION DESCRIPTION
 EN0953
 EN0953'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EN0953'CLARENDON, JUNCTION OF U.S. HIGHWAY 287 AND FARM ROAD 2162, GO S. ON
 EN0953'FARM ROAD 3.5 MI. TO CURVE W., CONTINUE S. ON DIRT RD. 1.3 MI. TO
 EN0953'HOUSE, TURN RIGHT ON N. SIDE OF HOUSE AND PASS THROUGH BACK YARD AND
 EN0953'GATE, TURN LEFT AND FOLLOW FENCE S. 0.3 MI. TO GATE, PASS THROUGH GATE
 EN0953'AND FOLLOW TRACK S. 0.7 MI. TO E. SIDE OF TOP AND END TRUCK TRAVEL,
 EN0953'PACK W. ABOUT 5 MINUTES TO HIGHEST POINT AND STATION.
 EN0953'
 EN0953'STATION MARK--STANDARD TABLET SET IN CONCRETE POST AND STAMPED
 EN0953'---BOX-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1276 ***********************************************************************
 DM1276  DESIGNATION -  BOXELDER
 DM1276  PID         -  DM1276
 DM1276  STATE/COUNTY-  TX/RED RIVER
 DM1276  USGS QUAD   -  LYDIA (1965)
 DM1276
 DM1276                         *CURRENT SURVEY CONTROL
 DM1276  ___________________________________________________________________
 DM1276* NAD 83(1993)-  33 28 33.55931(N)    094 50 45.72097(W)     ADJUSTED  
 DM1276* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 DM1276  ___________________________________________________________________
 DM1276  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DM1276  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DM1276
 DM1276  HORZ ORDER  -  FIRST
 DM1276
 DM1276.The horizontal coordinates were established by classical geodetic methods
 DM1276.and adjusted by the National Geodetic Survey in February 1996..
 DM1276
 DM1276.The orthometric height was scaled from a topographic map.
 DM1276
 DM1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1276
 DM1276.The geoid height was determined by GEOID03.
 DM1276
 DM1276;                    North         East     Units Scale Factor Converg.
 DM1276;SPC TXNC     - 2,206,543.179   939,527.120   MT  0.99989996   +1 59 34.3
 DM1276;SPC TXNC     - 7,239,300.41  3,082,431.89   sFT  0.99989996   +1 59 34.3
 DM1276;UTM  15      - 3,705,581.620   328,471.439   MT  0.99996274   -1 01 06.6
 DM1276
 DM1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1276!SPC TXNC     -   0.99998366  x   0.99989996  =   0.99988362
 DM1276!UTM  15      -   0.99998366  x   0.99996274  =   0.99994640
 DM1276
 DM1276:                Primary Azimuth Mark                     Grid Az
 DM1276:SPC TXNC     -  WHITE OAK                                000 52 02.7
 DM1276:UTM  15      -  WHITE OAK                                003 52 43.6
 DM1276
 DM1276|---------------------------------------------------------------------|
 DM1276| PID    Reference Object                     Distance      Geod. Az  |
 DM1276|                                                           dddmmss.s |
 DM1276| DM1299 WHITE OAK                           APPROX.10.9 KM 0025137.0 |
 DM1276| DM1277 TT 1 T                               28.948 METERS 05358     |
 DM1276| CX5066 BOXELDER AZ MK                                     2205038.5 |
 DM1276| CX5067 BOXELDER RM 1                        23.685 METERS 22758     |
 DM1276| CX5068 BOXELDER RM 3                        28.720 METERS 31455     |
 DM1276|---------------------------------------------------------------------|
 DM1276
 DM1276                          SUPERSEDED SURVEY CONTROL
 DM1276
 DM1276  NAD 83(1993)-  33 28 33.56099(N)    094 50 45.71995(W) AD(       ) 1
 DM1276  NAD 83(1986)-  33 28 33.56530(N)    094 50 45.70772(W) AD(       ) 1
 DM1276  NAD 27      -  33 28 33.16400(N)    094 50 44.94100(W) AD(       ) 1
 DM1276
 DM1276.Superseded values are not recommended for survey control.
 DM1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1276.See file dsdata.txt to determine how the superseded data were derived.
 DM1276
 DM1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT2847105582(NAD 83)
 DM1276_MARKER: DS = TRIANGULATION STATION DISK
 DM1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1276
 DM1276  HISTORY     - Date     Condition        Report By
 DM1276  HISTORY     - 1951     MONUMENTED       CGS
 DM1276  HISTORY     - 1952     GOOD             CGS
 DM1276  HISTORY     - 1956     GOOD             CGS
 DM1276  HISTORY     - 1964     GOOD             USGS
 DM1276
 DM1276                          STATION DESCRIPTION
 DM1276
 DM1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1276'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF THE SMALL VILLAGE
 DM1276'OF BOXELDER.  IT IS 136 FEET WEST OF THE SOUTHWEST CORNER
 DM1276'OF A FARM HOUSE, 69 FEET WEST OF A TILE WELL, 38 FEET
 DM1276'SOUTH-SOUTHEAST OF A FENCE CORNER AND 12 FEET EAST OF A GARDEN
 DM1276'FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 DM1276'AND THE DISK IS STAMPED BOXELDER 1951.
 DM1276'
 DM1276'REFERENCE MARK NO. 1 IS 38 FEET WEST OF A T FENCE CORNER AND
 DM1276'1 FOOT SOUTH OF A GARDEN FENCE.  THE MARK PROJECTS 4 INCHES
 DM1276'AND THE DISK IS STAMPED BOXELDER NO 1 1951.
 DM1276'
 DM1276'TT 1 T 1949 IS 57 FEET NORTHWEST OF THE NORTHWEST CORNER
 DM1276'OF THE HOUSE AND 8 FEET NORTH OF A FENCE.  A STANDARD USGS
 DM1276'BENCH MARK DISK, STAMPED TT 1 T 1949, IS SET IN TOP
 DM1276'OF A 7 BY 7 INCH CONCRETE POST WHICH PROJECTS 10 INCHES.
 DM1276'
 DM1276'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1276'BOXELDER TO TT 1 T 1949.  THE DISTANCE IS SHOWN ABOVE.
 DM1276'
 DM1276'THE AZIMUTH MARK IS 23 FEET NORTH OF THE CENTER OF A DIRT
 DM1276'ROAD AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.  THE MARK
 DM1276'PROJECTS 4 INCHES AND THE DISK IS STAMPED BOXELDER 1951.
 DM1276'
 DM1276'TO REACH THE STATION FROM THE NORTH SIDE OF THE VILLAGE
 DM1276'OF ANNONA, WHERE STATE HIGHWAY 44 LEAVES U.S. HIGHWAY 82,
 DM1276'GO SOUTHEAST THROUGH ANNONA AND CONTINUE SOUTHEAST ON STATE
 DM1276'HIGHWAY 44 FOR 8.1 MILES TO WHERE THE PAVEMENT ENDS.  CONTINUE
 DM1276'SOUTHEAST ON THE MAIN TRAVELED DIRT ROAD FOR 2.05 MILES TO THE
 DM1276'AZIMUTH MARK ON THE LEFT, CONTINUE ON FOR 0.35 MILE TO A SIDE
 DM1276'ROAD LEFT.  TURN LEFT AND GO NORTH ON A DIRT ROAD FOR 0.4
 DM1276'MILE TO A WOODEN GATE IN FRONT OF A FARM HOUSE, TURN LEFT,
 DM1276'PASS THROUGH GATE AND GO WEST FOR 0.05 MILE TO THE STATION
 DM1276'IN WEST SIDE OF FARM YARD.
 DM1276'
 DM1276'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1276
 DM1276                          STATION RECOVERY (1952)
 DM1276
 DM1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1276'THE STATION WAS RECOVERED AS DESCRIBED IN 1951 AND ALL MARKS
 DM1276'WERE FOUND IN GOOD CONDITION.  A GARDEN HAS BEEN MADE JUST
 DM1276'NORTH OF THE HOUSE AND TT 1 T 1949 (USGS) IS NOW COVERED
 DM1276'OVER WITH DIRT.  NO DISTANCE OR DIRECTION WAS MEASURED TO
 DM1276'THIS MARK THIS TIME.  A NEW REFERENCE MARK NO. 3 WAS SET.  IT IS
 DM1276'41 FEET NORTH OF A FENCE CORNER, 26.5 FEET SOUTH OF A FENCE
 DM1276'CORNER AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 3 INCHES
 DM1276'AND THE DISK IS STAMPED BOXELDER NO 3 1952.  THE OLD
 DM1276'DESCRIPTION IS ADEQUATE FOR THE OTHER MARKS AND THE OLD TO REACH IS
 DM1276'CORRECT.
 DM1276'
 DM1276'OBSERVATIONS FROM A 103 FOOT STEEL TOWER.
 DM1276
 DM1276                          STATION RECOVERY (1956)
 DM1276
 DM1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1276'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DM1276'AS DESCRIBED.  THE AZIMUTH MARK WAS RECOVERED BUT IT HAD
 DM1276'BEEN DISTURBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 DM1276'ARE CORRECT.
 DM1276
 DM1276                          STATION RECOVERY (1964)
 DM1276
 DM1276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM1276'STATION WAS RECOVERED IN GOOD CONDITION.
 DM1276'
 DM1276'NEW TO REACH--FROM THE NORTH SIDE OF THE VILLAGE OF ANNONA,
 DM1276'WHERE FM 44 LEAVES U.S. HIGHWAY 82, GO SOUTHEAST THROUGH
 DM1276'ANNONA AND CONTINUE SOUTHEAST ON STATE HIGHWAY 44 FOR 8.1
 DM1276'MILES TO THE SMALL VILLAGE OF BOXELDER.  CONTINUE SE ON FM
 DM1276'44 FOR 2.05 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DM1276'ON FOR 0.35 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 DM1276'NORTH ON OILED ROAD FOR 0.4 MILES TO A METAL GATE IN FRONT
 DM1276'OF A FARM HOUSE, TURN LEFT, PASS THROUGH GATE AND GO WEST
 DM1276'FOR 0.05 MILES TO THE STATION ON THE WEST SIDE OF FARM YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6235 ***********************************************************************
 AW6235  DESIGNATION -  BOY
 AW6235  PID         -  AW6235
 AW6235  STATE/COUNTY-  TX/HARRIS
 AW6235  USGS QUAD   -  HIGHLANDS (1995)
 AW6235
 AW6235                         *CURRENT SURVEY CONTROL
 AW6235  ___________________________________________________________________
 AW6235* NAD 83(1993)-  29 45 44.67049(N)    095 05 05.25195(W)     ADJUSTED  
 AW6235* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6235  ___________________________________________________________________
 AW6235  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AW6235  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6235
 AW6235  HORZ ORDER  -  THIRD
 AW6235
 AW6235.The horizontal coordinates were established by classical geodetic methods
 AW6235.and adjusted by the National Geodetic Survey in February 1996..
 AW6235
 AW6235.The orthometric height was scaled from a topographic map.
 AW6235
 AW6235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6235
 AW6235.The geoid height was determined by GEOID03.
 AW6235
 AW6235;                    North         East     Units Scale Factor Converg.
 AW6235;SPC TXSC     - 4,220,131.275   978,548.455   MT  0.99989098   +1 55 05.2
 AW6235;SPC TXSC     -13,845,547.36  3,210,454.39   sFT  0.99989098   +1 55 05.2
 AW6235;UTM  15      - 3,294,279.721   298,426.647   MT  1.00010135   -1 02 06.9
 AW6235
 AW6235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6235!SPC TXSC     -   1.00000427  x   0.99989098  =   0.99989525
 AW6235!UTM  15      -   1.00000427  x   1.00010135  =   1.00010562
 AW6235
 AW6235:                Primary Azimuth Mark                     Grid Az
 AW6235:SPC TXSC     -  TORY HILL RESET                          067 34 39.5
 AW6235:UTM  15      -  TORY HILL RESET                          070 31 51.6
 AW6235
 AW6235|---------------------------------------------------------------------|
 AW6235| PID    Reference Object                     Distance      Geod. Az  |
 AW6235|                                                           dddmmss.s |
 AW6235| AW0941 TORY HILL RESET                     APPROX. 1.2 KM 0692944.7 |
 AW6235| CV6937 BOY RM 1                             14.150 METERS 18211     |
 AW6235|---------------------------------------------------------------------|
 AW6235
 AW6235                          SUPERSEDED SURVEY CONTROL
 AW6235
 AW6235  NAD 83(1986)-  29 45 44.68601(N)    095 05 05.23299(W) AD(       ) 3
 AW6235  NAD 27      -  29 45 43.86929(N)    095 05 04.48457(W) AD(       ) 3
 AW6235
 AW6235.Superseded values are not recommended for survey control.
 AW6235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6235.See file dsdata.txt to determine how the superseded data were derived.
 AW6235
 AW6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9842794280(NAD 83)
 AW6235_MARKER: DD = SURVEY DISK
 AW6235_SETTING: 0 = UNSPECIFIED SETTING
 AW6235
 AW6235  HISTORY     - Date     Condition        Report By
 AW6235  HISTORY     - 1931     MONUMENTED       USE
 AW6235  HISTORY     - 1934     GOOD             TXGS
 AW6235  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6235
 AW6235                          STATION DESCRIPTION
 AW6235
 AW6235'DESCRIBED BY US ENGINEERS 1931 (JAB)
 AW6235'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO.
 AW6235'495+00.  STATION IS LOCATED ABOUT 450 METERS W FROM THE S
 AW6235'FERRY SLIP AT LYNCHBURG, ON THE S SIDE OF BUFFALO BAYOU, 128
 AW6235'METERS INSHORE FROM THE BAYOU, AT THE S EDGE OF A GRASS MARSH.
 AW6235'IT IS 25 METERS N OF A 5-FOOT KNOLL, 21 METERS W OF A
 AW6235'BARBED-WIRE FENCE RUNNING AT RIGHT ANGLES TO THE BAYOU, AND
 AW6235'73 METERS NW OF A SMALL FRAME HOUSE.
 AW6235'
 AW6235'STATION IS MARKED BY A STANDARD U.S.E. DISK SET IN A MASS
 AW6235'OF CONCRETE WITH ITS SURFACE FLUSH WITH GROUND.
 AW6235'
 AW6235'REFERENCE MARK 1 IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 AW6235'POST.
 AW6235
 AW6235                          STATION RECOVERY (1934)
 AW6235
 AW6235'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6235'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION AS
 AW6235'DESCRIBED.
 AW6235
 AW6235                          STATION RECOVERY (1952)
 AW6235
 AW6235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6235'STATION WAS NOT RECOVERED.  A THOROUGH SEARCH OF THE AREA
 AW6235'WAS MADE BUT THE STATION AND REFERENCE MARK WERE NOT FOUND.
 AW6235'STATION PROBABLY STILL EXISTS BUT COULD BE FOUND ONLY BE
 AW6235'EXTENSIVE SURVEY METHODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2197 ***********************************************************************
 BL2197  DESIGNATION -  BOY
 BL2197  PID         -  BL2197
 BL2197  STATE/COUNTY-  TX/MONTGOMERY
 BL2197  USGS QUAD   -  MOONSHINE HILL (1980)
 BL2197
 BL2197                         *CURRENT SURVEY CONTROL
 BL2197  ___________________________________________________________________
 BL2197* NAD 83(1993)-  30 03 45.75222(N)    095 14 37.51910(W)     ADJUSTED  
 BL2197* NAVD 88     -        24.73   (+/-2cm)      81.1    (feet)  VERTCON   
 BL2197  ___________________________________________________________________
 BL2197  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BL2197  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL2197
 BL2197  HORZ ORDER  -  SECOND
 BL2197  VERT ORDER  -  THIRD ? (See Below)
 BL2197
 BL2197.The horizontal coordinates were established by classical geodetic methods
 BL2197.and adjusted by the National Geodetic Survey in February 1996..
 BL2197
 BL2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2197.The vertical order pertains to the NGVD 29 superseded value.
 BL2197
 BL2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2197
 BL2197.The geoid height was determined by GEOID03.
 BL2197
 BL2197;                    North         East     Units Scale Factor Converg.
 BL2197;SPC TX C     - 3,055,129.922 1,190,601.489   MT  1.00001484   +2 37 17.2
 BL2197;SPC TX C     -10,023,372.09  3,906,165.05   sFT  1.00001484   +2 37 17.2
 BL2197;SPC TXSC     - 4,252,895.788   962,115.345   MT  0.99994372   +1 50 24.8
 BL2197;SPC TXSC     -13,953,042.26  3,156,540.09   sFT  0.99994372   +1 50 24.8
 BL2197;UTM  15      - 3,327,856.336   283,703.440   MT  1.00017724   -1 07 28.0
 BL2197
 BL2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2197!SPC TX C     -   1.00000045  x   1.00001484  =   1.00001529
 BL2197!SPC TXSC     -   1.00000045  x   0.99994372  =   0.99994417
 BL2197!UTM  15      -   1.00000045  x   1.00017724  =   1.00017769
 BL2197
 BL2197|---------------------------------------------------------------------|
 BL2197| PID    Reference Object                     Distance      Geod. Az  |
 BL2197|                                                           dddmmss.s |
 BL2197| CV8125 BOY RM 1                             27.355 METERS 00156     |
 BL2197| CV8124 BOY AZ MK                                          0192747.0 |
 BL2197| CV8127 BOY RM 3 AZ MK                                     1912523.9 |
 BL2197| AW6632 HUMBLE MUNICIPAL TANK               APPROX. 7.7 KM 1962317.5 |
 BL2197| CV8126 BOY RM 2                             24.562 METERS 21358     |
 BL2197| BL2199 BOY RM 3                             19.122 METERS 23005     |
 BL2197|---------------------------------------------------------------------|
 BL2197
 BL2197                          SUPERSEDED SURVEY CONTROL
 BL2197
 BL2197  NAD 83(1986)-  30 03 45.76705(N)    095 14 37.50155(W) AD(       ) 2
 BL2197  NAD 27      -  30 03 44.98214(N)    095 14 36.74537(W) AD(       ) 2
 BL2197  NGVD 29 (07/19/86)   24.73   (m)           81.1    (f) LEVELING    3  
 BL2197
 BL2197.Superseded values are not recommended for survey control.
 BL2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2197.See file dsdata.txt to determine how the superseded data were derived.
 BL2197
 BL2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8370327856(NAD 83)
 BL2197_MARKER: DS = TRIANGULATION STATION DISK
 BL2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2197
 BL2197  HISTORY     - Date     Condition        Report By
 BL2197  HISTORY     - 1942     MONUMENTED       CGS
 BL2197  HISTORY     - 1951     GOOD             CGS
 BL2197  HISTORY     - 1968     GOOD             CGS
 BL2197  HISTORY     - 1970     GOOD             TSI
 BL2197  HISTORY     - 1972     GOOD             HLPCO
 BL2197  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 BL2197
 BL2197                          STATION DESCRIPTION
 BL2197
 BL2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2197'STATION IS 2.7 MILES S OF PORTER ON HIGHWAY PROPERTY, 75
 BL2197'FEET W OF THE CENTER LINE OF U.S. HIGHWAY 59, 24 FEET E
 BL2197'OF THE RIGHT-OF-WAY FENCE, AND 7.5 FEET SW OF A WHITE REFERENCE
 BL2197'POST.  IT IS STAMPED BOY 1942 AND IS FLUSH WITH THE GROUND.
 BL2197'
 BL2197'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2197'BRONZE DISKS SET IN CONCRETE.
 BL2197'
 BL2197'REFERENCE MARK NO. 1 IS N OF THE STATION, 90 FEET WNW OF
 BL2197'THE CENTER LINE OF STATE HIGHWAY 35, AND 1 FOOT E OF THE
 BL2197'FENCE.  IT IS STAMPED BOY NO. 1 1942 AND PROJECTS ABOUT
 BL2197'6 INCHES.
 BL2197'
 BL2197'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 90 FEET W OF
 BL2197'STATE HIGHWAY 35, AND 1 FOOT E OF THE FENCE LINE.  IT IS
 BL2197'STAMPED BOY NO. 2 1942 AND PROJECTS ABOUT 5 INCHES.
 BL2197'
 BL2197'THE AZIMUTH MARK IS 0.4 MILE NE OF THE STATION, 45 FEET ESE
 BL2197'OF THE CENTER LINE OF U.S. HIGHWAY 59, 40 FEET W OF THE
 BL2197'CENTER LINE OF THE H.E. AND W.T. RAILROAD TRACKS, 7 FEET
 BL2197'N OF A WHITE REFERENCE POST, AND 1 FOOT W OF THE RIGHT-OF-WAY
 BL2197'FENCE.  IT IS STAMPED BOY 1942 AND IS FLUSH WITH THE GROUND.
 BL2197'
 BL2197'TO REACH FROM PORTER GO SSW ON STATE HIGHWAY 35 FOR 2.3 MILES
 BL2197'TO THE AZIMUTH MARK ON LEFT, CONTINUE SSW FOR 0.4 MILE TO
 BL2197'STATION ON THE RIGHT SIDE OF THE HIGHWAY.
 BL2197'
 BL2197'A 90-FOOT SIGNAL AT GRIFFITH IS VISIBLE AT 90 FEET.
 BL2197'
 BL2197'A 90-FOOT SIGNAL AT PORTER IS VISIBLE AT 90 FEET.
 BL2197
 BL2197                          STATION RECOVERY (1951)
 BL2197
 BL2197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 BL2197'STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 BL2197'ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION, AND ADEQUATELY
 BL2197'DESCRIBED, THE ORIGINAL DESCRIPTION TO REACH THE STATION
 BL2197'IS GOOD.
 BL2197
 BL2197                          STATION RECOVERY (1968)
 BL2197
 BL2197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL2197'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 BL2197'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 BL2197'FOR BUT WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED
 BL2197'WHEN A DRAINAGE AREA WAS MADE.  REFERENCE MARK 3 AND AN AZIMUTH
 BL2197'MARK FOR THE SAME WAS ESTABLISHED AT THIS TIME.  THE STATION
 BL2197'MARK AND REFERENCE MARK 3 WERE OCCUPIED AND A TRAVERSE
 BL2197'CONNECTION WAS MADE.  A TOWER COULD NOT BE BUILT OVER THE
 BL2197'STATION MARK DUE TO THE OVERHEAD POWER LINES.  A NEW
 BL2197'DESCRIPTION FOLLOWS.
 BL2197'
 BL2197'THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY ALONG U.S.
 BL2197'HIGHWAY 59 AND 2.7 MILES SOUTH OF PORTER.  REFERENCE MARK
 BL2197'3 IS ON THE PROPERTY OF THE BEZARTH ESTATE.
 BL2197'
 BL2197'TO REACH THE STATION FROM THE INTERSECTION OF FORD ROAD
 BL2197'AND U.S. HIGHWAY 59 WHICH IS JUST NORTHWEST OF THE PORTER
 BL2197'ELEMENTARY SCHOOL IN PORTER, GO SOUTH-SOUTHWEST ON U.S. HIGHWAY
 BL2197'59 FOR 2.35 MILES TO A SIDE ROAD ON THE LEFT AND A SERVICE
 BL2197'STATION ON THE RIGHT.  CONTINUE SOUTH-SOUTHWEST ON THE HIGHWAY
 BL2197'FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 BL2197'
 BL2197'THE STATION MARK IS A STANDARD DISK STAMPED BOY 1942, SET
 BL2197'IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH IS
 BL2197'FLUSH WITH THE GROUND.  IT IS 45 FEET NORTHEAST OF A T-FENCE CORNER
 BL2197'POST AND 6.6 FEET SOUTHWEST OF A 4 BY 4 INCH WOODEN WITNESS
 BL2197'POST.
 BL2197'
 BL2197'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOY NO 1 1942, SET
 BL2197'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 BL2197'5 INCHES ABOVE THE GROUND.  IT IS 101 FEET WEST OF THE CENTER
 BL2197'LINE OF U.S. HIGHWAY 59 AND 13 FEET EAST OF A NORTH-SOUTH
 BL2197'WIRE FENCE.
 BL2197'
 BL2197'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOY NO 2 1942,
 BL2197'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 BL2197'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 102 FEET WEST
 BL2197'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF THE
 BL2197'T-FENCE CORNER POST AND 4 INCHES EAST OF THE NORTH-SOUTH
 BL2197'WIRE FENCE.
 BL2197'
 BL2197'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BOY 1942 NO 3
 BL2197'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BL2197'WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 18 FEET
 BL2197'SOUTHWEST OF THE T-FENCE CORNER POST, 12 FEET SOUTH OF AN
 BL2197'EAST-WEST WIRE FENCE AND 9 FEET WEST OF THE NORTH-SOUTH WIRE
 BL2197'FENCE.
 BL2197'
 BL2197'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOY 1942 R.M.
 BL2197'3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BL2197'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 53
 BL2197'FEET NORTHWEST OF THE NORTH GATE POST, 45 FEET NORTH OF THE
 BL2197'CENTER OF A DRIVEWAY, 41 FEET WEST OF A NORTH-SOUTH WIRE
 BL2197'FENCE, 7.3 FEET EAST OF THE EAST RAIL OF THE RAILROAD AND
 BL2197'1.3 FEET WEST OF A METAL WITNESS POST.
 BL2197'
 BL2197'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 BL2197'U.S. HIGHWAY 59 FOR 0.35 MILE TO A DRIVEWAY ON THE LEFT.
 BL2197'TURN LEFT ON THE DRIVEWAY AND GO ABOUT 100 FEET TO THE RAILROAD
 BL2197'TRACKS AND THE AZIMUTH MARK ON THE LEFT.
 BL2197
 BL2197                          STATION RECOVERY (1970)
 BL2197
 BL2197'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1970 (CB)
 BL2197'BOY 1942-GOOD
 BL2197'
 BL2197'BOY NO 1 1942-GOOD
 BL2197'
 BL2197'AZ. MK AND R.M.S NOT RECORDED.
 BL2197
 BL2197                          STATION RECOVERY (1972)
 BL2197
 BL2197'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1972 (KAR)
 BL2197'BOY 1942-HIT, BUT POSITION APPEARS UNALTERED
 BL2197'
 BL2197'BOY R.M. NO. 1 1942-DESTROYED
 BL2197'
 BL2197'BOY R.M. NO. 2 1942-DESTROYED
 BL2197'
 BL2197'ORIGINAL STATION MARK, BOY 1942 HAS BEEN HIT, BUT POSITION
 BL2197'APPEAR UNALTERED.  NEW STATION MARK, BOY 1942, R.M. NO. 3
 BL2197'1968 AND R.M. NO 1, AND NO. 2 HAVE BEEN DESTROYED.  THE
 BL2197'AZIMUTH MARK BOY 1942 R.M. 3 1968 WAS RECOVERED IN GOOD
 BL2197'CONDITION.  DESCRIPTION AND TO REACH STATION ARE ADEQUATE FOR
 BL2197'RECOVERY.
 BL2197
 BL2197                          STATION RECOVERY (1985)
 BL2197
 BL2197'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (JDR)
 BL2197'BOY 1942 NOT RECOVERED.
 BL2197'
 BL2197'BOY RM 1 1942 NOT RECOVERED.
 BL2197'
 BL2197'BOY RM 2 1942 NOT RECOVERED.
 BL2197'
 BL2197'AZIMUTH MARK BOY 1942 NOT RECOVERED.
 BL2197'MARKS NOT FOUND.  COULD HAVE BEEN DESTROYED WHEN NEW HIGHWAY 59 4-LANE
 BL2197'PUT IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1713 ***********************************************************************
 FL1713  DESIGNATION -  BOY
 FL1713  PID         -  FL1713
 FL1713  STATE/COUNTY-  TX/DONLEY
 FL1713  USGS QUAD   -  GROOM (1983)
 FL1713
 FL1713                         *CURRENT SURVEY CONTROL
 FL1713  ___________________________________________________________________
 FL1713* NAD 83(1993)-  35 07 31.90063(N)    101 02 26.98882(W)     ADJUSTED  
 FL1713* NAVD 88     -       978.     (meters)    3209.     (feet)  VERTCON   
 FL1713  ___________________________________________________________________
 FL1713  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 FL1713  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 FL1713
 FL1713  HORZ ORDER  -  THIRD
 FL1713
 FL1713.The horizontal coordinates were established by classical geodetic methods
 FL1713.and adjusted by the National Geodetic Survey in February 1996..
 FL1713
 FL1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1713
 FL1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1713
 FL1713.The geoid height was determined by GEOID03.
 FL1713
 FL1713;                    North         East     Units Scale Factor Converg.
 FL1713;SPC TX N     - 1,124,959.575   241,849.315   MT  0.99992382   +0 15 58.0
 FL1713;SPC TX N     - 3,690,804.87    793,467.29   sFT  0.99992382   +0 15 58.0
 FL1713;UTM  14      - 3,888,869.785   314,042.315   MT  1.00002619   -1 10 28.4
 FL1713
 FL1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1713!SPC TX N     -   0.99985062  x   0.99992382  =   0.99977445
 FL1713!UTM  14      -   0.99985062  x   1.00002619  =   0.99987680
 FL1713
 FL1713:                Primary Azimuth Mark                     Grid Az
 FL1713:SPC TX N     -  BOY AZ MK                                010 54 15.9
 FL1713:UTM  14      -  BOY AZ MK                                012 20 42.3
 FL1713
 FL1713|---------------------------------------------------------------------|
 FL1713| PID    Reference Object                     Distance      Geod. Az  |
 FL1713|                                                           dddmmss.s |
 FL1713| CJ6699 BOY AZ MK                                          0111013.9 |
 FL1713| CJ6700 BOY RM 1                              7.848 METERS 06301     |
 FL1713| CJ6701 BOY RM 2                              8.211 METERS 15228     |
 FL1713| FL1712 GROOM WEST GRAIN ELEVATOR           APPROX.10.5 KM 3223718.5 |
 FL1713|---------------------------------------------------------------------|
 FL1713
 FL1713                          SUPERSEDED SURVEY CONTROL
 FL1713
 FL1713  NAD 83(1993)-  35 07 31.90378(N)    101 02 26.98546(W) AD(       ) 3
 FL1713  NAD 83(1986)-  35 07 31.90637(N)    101 02 26.98008(W) AD(       ) 3
 FL1713  NAD 27      -  35 07 31.73000(N)    101 02 25.42400(W) AD(       ) 3
 FL1713  NGVD 29 (07/19/86)  978.     (m)         3209.     (f) VERT ANG       
 FL1713
 FL1713.Superseded values are not recommended for survey control.
 FL1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1713.See file dsdata.txt to determine how the superseded data were derived.
 FL1713
 FL1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD1404288870(NAD 83)
 FL1713_MARKER: DS = TRIANGULATION STATION DISK
 FL1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1713
 FL1713  HISTORY     - Date     Condition        Report By
 FL1713  HISTORY     - 1951     MONUMENTED       CGS
 FL1713  HISTORY     - 1956     GOOD             CGS
 FL1713  HISTORY     - 1961     GOOD             CGS
 FL1713
 FL1713                          STATION DESCRIPTION
 FL1713
 FL1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1713'STATION IS LOCATED, AIRLINE, ABOUT 9-1/2 MILES NORTH OF ASHTOLA,
 FL1713'5-1/2 MILES SOUTHEAST OF GROOM, 3-1/2 MILES SOUTH SOUTHWEST
 FL1713'OF BOYDSTON, ON A GRASSY RIDGE THAT SLOPES OFF SHARP TO THE
 FL1713'SOUTH.  IT IS ON THE PROPERTY OF THE S. AND J. RANCH.
 FL1713'
 FL1713'STATION MARK, STAMPED BOY 1951, IS A STANDARD DISK SET IN THE
 FL1713'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 FL1713'IT IS 10.1 FEET SOUTHWEST OF A WITNESS POST.
 FL1713'
 FL1713'REFERENCE MARK NUMBER 1, STAMPED BOY NO 1 1951, IS A STANDARD
 FL1713'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS
 FL1713'FLUSH WITH THE GROUND AND 14 INCHES LOWER IN ELEVATION THAN THE
 FL1713'STATION.
 FL1713'
 FL1713'REFERENCE MARK NUMBER 2, STAMPED BOY NO 2 1951, IS A STANDARD
 FL1713'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS
 FL1713'FLUSH WITH THE GROUND AND 24 INCHES LOWER IN ELEVATION THAN
 FL1713'THE STATION.
 FL1713'
 FL1713'AZIMUTH MARK, STAMPED BOY 1951, IS A STANDARD DISK SET IN THE
 FL1713'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 FL1713'TO REACH FROM THE STATION, FOLLOW THE TRACK ROAD NORTHERLY FOR
 FL1713'0.6 MILE.  TURN RIGHT, ACROSS FIELD, AND GO 0.1 MILE TO THE
 FL1713'AZIMUTH MARK.
 FL1713'
 FL1713'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 FL1713'GROOM GO EAST ON U.S. HIGHWAY 66 FOR 5.3 MILES TO THE BOYDSTON
 FL1713'ELEVATORS.  CONTINUE EAST FOR 0.1 MILE TO A DIRT T-ROAD.  TURN
 FL1713'RIGHT, CROSS RAILROAD TRACKS, AND FOLLOW GRADED DIRT ROAD FOR
 FL1713'2.0 MILES TO A T-ROAD.  TURN RIGHT, WEST, AND GO 1.5 MILES TO A
 FL1713'CATTLE GUARD ON THE LEFT.  TURN LEFT ON FARM ROAD AND GO 0.5
 FL1713'MILE TO THE RANCH HOME OF MR. ROY CLARK.  CONTINUE SOUTH, PASS
 FL1713'THROUGH WIRE GATE, AND FOLLOW FARM ROAD FOR 0.5 MILE TO A
 FL1713'GATE.  (THIS IS THE S. AND J. RANCH LINE) PASS THROUGH GATE AND
 FL1713'BEND RIGHT UP HILL FOR 0.1 MILE TO A TRACK ROAD THAT GOES
 FL1713'SOUTH DOWN THE RIDGE.  CONTINUE ON TRACK ROAD SOUTHERLY
 FL1713'FOR 0.8 MILE TO A SMALL MOUND ON THE RIGHT AND THE
 FL1713'STATION ON THE HIGHEST POINT.
 FL1713'
 FL1713'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1713
 FL1713                          STATION RECOVERY (1956)
 FL1713
 FL1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 FL1713'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL1713'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 FL1713'STATION SITE ARE CORRECT EXCEPT--
 FL1713'
 FL1713'FROM BOYDSTON GO SOUTH 2 MILES TO T-ROAD.  TURN WEST 2
 FL1713'MILES TO T ROAD THEN TURN SOUTH AND FOLLOW COUNTY ROAD 1.90 MILES.
 FL1713'STATION IS LOCATED 175 FEET WEST OF ROAD.
 FL1713
 FL1713                          STATION RECOVERY (1961)
 FL1713
 FL1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JSM)
 FL1713'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FL1713'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2199 ***********************************************************************
 BL2199  DESIGNATION -  BOY RM 3
 BL2199  PID         -  BL2199
 BL2199  STATE/COUNTY-  TX/MONTGOMERY
 BL2199  USGS QUAD   -  MOONSHINE HILL (1980)
 BL2199
 BL2199                         *CURRENT SURVEY CONTROL
 BL2199  ___________________________________________________________________
 BL2199* NAD 83(1993)-  30 03 45.35368(N)    095 14 38.06659(W)     ADJUSTED  
 BL2199* NAVD 88     -        24.80   (+/-2cm)      81.4    (feet)  VERTCON   
 BL2199  ___________________________________________________________________
 BL2199  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BL2199  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL2199
 BL2199  HORZ ORDER  -  FIRST
 BL2199  VERT ORDER  -  THIRD ? (See Below)
 BL2199
 BL2199.The horizontal coordinates were established by classical geodetic methods
 BL2199.and adjusted by the National Geodetic Survey in February 1996..
 BL2199
 BL2199.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2199.The vertical order pertains to the NGVD 29 superseded value.
 BL2199
 BL2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2199
 BL2199.The geoid height was determined by GEOID03.
 BL2199
 BL2199;                    North         East     Units Scale Factor Converg.
 BL2199;SPC TX C     - 3,055,116.992 1,190,587.401   MT  1.00001487   +2 37 16.9
 BL2199;SPC TX C     -10,023,329.66  3,906,118.83   sFT  1.00001487   +2 37 16.9
 BL2199;SPC TXSC     - 4,252,883.052   962,101.083   MT  0.99994369   +1 50 24.6
 BL2199;SPC TXSC     -13,953,000.48  3,156,493.30   sFT  0.99994369   +1 50 24.6
 BL2199;UTM  15      - 3,327,844.352   283,688.535   MT  1.00017731   -1 07 28.2
 BL2199
 BL2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2199!SPC TX C     -   1.00000044  x   1.00001487  =   1.00001531
 BL2199!SPC TXSC     -   1.00000044  x   0.99994369  =   0.99994413
 BL2199!UTM  15      -   1.00000044  x   1.00017731  =   1.00017775
 BL2199
 BL2199                          SUPERSEDED SURVEY CONTROL
 BL2199
 BL2199  NAD 83(1986)-  30 03 45.36871(N)    095 14 38.04876(W) AD(       ) 1
 BL2199  NAD 27      -  30 03 44.58358(N)    095 14 37.29285(W) AD(       ) 1
 BL2199  NGVD 29 (07/19/86)   24.80   (m)           81.4    (f) LEVELING    3  
 BL2199
 BL2199.Superseded values are not recommended for survey control.
 BL2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2199.See file dsdata.txt to determine how the superseded data were derived.
 BL2199
 BL2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8368927844(NAD 83)
 BL2199_MARKER: DR = REFERENCE MARK DISK
 BL2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2199_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2199
 BL2199  HISTORY     - Date     Condition        Report By
 BL2199  HISTORY     - 1968     MONUMENTED       CGS
 BL2199
 BL2199                          STATION DESCRIPTION
 BL2199
 BL2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL2199'THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY ALONG U.S. HIGHWAY
 BL2199'59 AND 2.7 MILES SOUTH OF PORTER.  REFERENCE MARK 3 IS ON THE
 BL2199'PROPERTY OF THE BEZARTH ESTATE.
 BL2199'
 BL2199'TO REACH THE STATION FROM THE INTERSECTION OF FORD ROAD AND U.S.
 BL2199'HIGHWAY 59 WHICH IS JUST NORTHWEST OF THE PORTER ELEMENTARY SCHOOL
 BL2199'IN PORTER, GO SOUTH-SOUTHWEST ON U.S. HIGHWAY 59 FOR 2.35 MILES TO A
 BL2199'SIDE ROAD ON THE LEFT AND A SERVICE STATION ON THE RIGHT.  CONTINUE
 BL2199'SOUTH-SOUTHWEST ON THE HIGHWAY FOR 0.25 MILE TO THE STATION ON
 BL2199'THE RIGHT.
 BL2199'
 BL2199'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BOY 1942 NO 3 1968, SET
 BL2199'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 BL2199'6 INCHES ABOVE THE GROUND.  IT IS 18 FEET SOUTHWEST OF THE T-FENCE
 BL2199'CORNER POST, 12 FEET SOUTH OF AN EAST-WEST WIRE FENCE AND 9 FEET
 BL2199'WEST OF THE NORTH-SOUTH WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0299 ***********************************************************************
 CR0299  DESIGNATION -  BOYCE
 CR0299  PID         -  CR0299
 CR0299  STATE/COUNTY-  TX/CAMP
 CR0299  USGS QUAD   -  LEESBURG (1960)
 CR0299
 CR0299                         *CURRENT SURVEY CONTROL
 CR0299  ___________________________________________________________________
 CR0299* NAD 83(1993)-  32 58 19.41027(N)    095 04 28.05302(W)     ADJUSTED  
 CR0299* NAVD 88     -       129.632  (meters)     425.30   (feet)  ADJUSTED  
 CR0299  ___________________________________________________________________
 CR0299  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 CR0299  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CR0299  DYNAMIC HT  -         129.487 (meters)     424.83  (feet)  COMP
 CR0299  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CR0299
 CR0299  HORZ ORDER  -  SECOND
 CR0299  VERT ORDER  -  FIRST     CLASS II
 CR0299
 CR0299.The horizontal coordinates were established by classical geodetic methods
 CR0299.and adjusted by the National Geodetic Survey in February 1996..
 CR0299
 CR0299.The orthometric height was determined by differential leveling
 CR0299.and adjusted by the National Geodetic Survey in June 1991..
 CR0299
 CR0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0299
 CR0299.The geoid height was determined by GEOID03.
 CR0299
 CR0299.The dynamic height is computed by dividing the NAVD 88
 CR0299.geopotential number by the normal gravity value computed on the
 CR0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0299.degrees latitude (g = 980.6199 gals.).
 CR0299
 CR0299.The modeled gravity was interpolated from observed gravity values.
 CR0299
 CR0299;                    North         East     Units Scale Factor Converg.
 CR0299;SPC TXNC     - 2,149,974.254   920,131.451   MT  0.99987358   +1 52 05.8
 CR0299;SPC TXNC     - 7,053,707.20  3,018,797.94   sFT  0.99987358   +1 52 05.8
 CR0299;UTM  15      - 3,650,099.862   306,134.206   MT  1.00006343   -1 07 45.6
 CR0299
 CR0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0299!SPC TXNC     -   0.99998384  x   0.99987358  =   0.99985742
 CR0299!UTM  15      -   0.99998384  x   1.00006343  =   1.00004727
 CR0299
 CR0299:                Primary Azimuth Mark                     Grid Az
 CR0299:SPC TXNC     -  PITTSBURG MUNICIPAL TANK                 071 17 46.7
 CR0299:UTM  15      -  PITTSBURG MUNICIPAL TANK                 074 17 38.1
 CR0299
 CR0299|---------------------------------------------------------------------|
 CR0299| PID    Reference Object                     Distance      Geod. Az  |
 CR0299|                                                           dddmmss.s |
 CR0299| CR1226 PITTSBURG MUNICIPAL TANK            APPROX.10.2 KM 0730952.5 |
 CR0299| CR0300 BOYCE RM 1                           29.490 METERS 16129     |
 CR0299| CR0301 BOYCE RM 2                           23.759 METERS 25613     |
 CR0299| CR0298 BOYCE AZ MK                                        3000200.5 |
 CR0299|---------------------------------------------------------------------|
 CR0299
 CR0299                          SUPERSEDED SURVEY CONTROL
 CR0299
 CR0299  NAD 83(1993)-  32 58 19.41412(N)    095 04 28.04468(W) AD(       ) 2
 CR0299  NAD 83(1986)-  32 58 19.41422(N)    095 04 28.03900(W) AD(       ) 2
 CR0299  NAD 27      -  32 58 18.96810(N)    095 04 27.25990(W) AD(       ) 2
 CR0299  NGVD 29 (??/??/92)  129.644  (m)          425.34   (f) ADJ UNCH    1 2
 CR0299
 CR0299.Superseded values are not recommended for survey control.
 CR0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0299.See file dsdata.txt to determine how the superseded data were derived.
 CR0299
 CR0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS0613450100(NAD 83)
 CR0299_MARKER: DS = TRIANGULATION STATION DISK
 CR0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0299_STAMPING: BOYCE 1950
 CR0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0299+STABILITY: SURFACE MOTION
 CR0299
 CR0299  HISTORY     - Date     Condition        Report By
 CR0299  HISTORY     - 1950     MONUMENTED       CGS
 CR0299  HISTORY     - 1954     GOOD             CGS
 CR0299  HISTORY     - 1954     GOOD             NGS
 CR0299  HISTORY     - 1956     GOOD             CGS
 CR0299
 CR0299                          STATION DESCRIPTION
 CR0299
 CR0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR0299'STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF PITTSBURG AND
 CR0299'1-1/2 MILES SOUTHEAST OF THE SMALL VILLAGE OF LEESBURG ON A SMALL
 CR0299'OPEN HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 CR0299'STATION IS 50 FEET WEST OF THE APPROXIMATE CENTERLINE OF A
 CR0299'DIRT ROAD, 39 FEET NORTHWEST OF FENCE CORNER AND 35 FEET WEST
 CR0299'OF WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 CR0299'IS STAMPED BOYCE 1950.
 CR0299'
 CR0299'REFERENCE MARK NO. 1 IS 46 FEET WEST OF THE APPROXIMATE
 CR0299'CENTERLINE OF DIRT ROAD AND 7 FEET WEST OF FENCE CORNER.  THE MARK
 CR0299'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BOYCE NO 1 1950.
 CR0299'
 CR0299'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 CR0299'ABOUT 4 INCHES AND THE DISK IS STAMPED BOYCE NO 2 1950.
 CR0299'
 CR0299'AZIMUTH MARK IS 18 FEET EAST OF THE APPROXIMATE CENTERLINE OF DIRT
 CR0299'ROAD, 3.5 FEET SOUTH SOUTHEAST OF WITNESS POST AND 1 FOOT EAST
 CR0299'OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 CR0299'IS STAMPED BOYCE 1950.
 CR0299'
 CR0299'TO REACH STATION FROM THE STOP LIGHT AT THE JUNCTION OF U.S.
 CR0299'HIGHWAY 271 AND STATE ROUTE 11 IN PITTSBURG GO WEST ON STATE
 CR0299'ROUTE 11 FOR 7.2 MILES TO SIDE ROAD LEFT AND CHURCH ON RIGHT.
 CR0299'TURN LEFT AND GO SOUTH FOR 0.2 MILE TO LEESBURG POST OFFICE.
 CR0299'CROSS RAILROAD TRACKS IN FRONT OF POST OFFICE AND FOLLOW MAIN
 CR0299'ROAD SOUTHEASTERLY FOR 1.2 MILES TO TOP OF SMALL HILL AND
 CR0299'STATION ON RIGHT AS DESCRIBED.  TO REACH AZIMUTH FROM STATION GO
 CR0299'NORTH ON DIRT ROAD FOR 0.4 MILE TO Y ROAD LEFT.  TURN SHARP
 CR0299'LEFT AND FOLLOW GRADED ROAD SOUTHWESTERLY FOR 0.2 MILE TO
 CR0299'AZIMUTH MARK ON LEFT OR EAST SIDE OF ROAD AS DESCRIBED.
 CR0299'
 CR0299'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CR0299
 CR0299                          STATION RECOVERY (1954)
 CR0299
 CR0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 CR0299'6.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD
 CR0299'FROM THE STATION AT PITTSBURG, THENCE 1.1 MILES SOUTHEAST
 CR0299'ALONG FARM ROAD 1519, 1.2 MILES SOUTHEAST OF THE POST OFFICE AT
 CR0299'LEESBURG, ON TOP OF A HILL, 44 FEET WEST OF THE CENTER LINE OF THE
 CR0299'FARM ROAD, 21 FEET NORTH OF A FENCE CORNER, 4 FEET WEST OF
 CR0299'A WITNESS POST, A TRIANGULATION STATION DISK SET IN THE TOP
 CR0299'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 CR0299'STAMPED BOYCE 1950.
 CR0299'
 CR0299'BOYCE R.M. 1 IS 96.5 FEET SOUTHEAST OF TRIANGULATION STATION
 CR0299'BOYCE 1950, 40 FEET WEST OF THE CENTER LINE OF THE FARM ROAD,
 CR0299'0.5 FOOT WEST OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP
 CR0299'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 CR0299'STAMPED BOYCE NO 1 1950.
 CR0299'
 CR0299'BOYCE R.M. 2 IS 78.0 FEET SOUTHWEST OF TRIANGULATION STATION
 CR0299'BOYCE 1950, 121 FEET WEST OF THE CENTER LINE OF THE FARM
 CR0299'ROAD, 1.5 FEET NORTH OF AN EAST AND WEST FENCE, A REFERENCE MARK
 CR0299'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 CR0299'FOOT ABOVE THE GROUND, STAMPED BOYCE NO 2 1950.
 CR0299'
 CR0299'BOYCE 1950 AZIMUTH IS 0.3 MILE NORTHWEST OF TRIANGULATION STATION
 CR0299'BOYCE 1950, 0.9 MILE SOUTHEAST OF THE POST OFFICE AT LEESBURG,
 CR0299'16 FEET EAST OF THE CENTER LINE OF A GRADED DIRT ROAD, 1 FOOT EAST
 CR0299'OF A FENCE, 4 FEET SOUTH OF A WITNESS POST, AN AZIMUTH MARK DISK
 CR0299'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CR0299'THE GROUND, STAMPED BOYCE 1950.
 CR0299
 CR0299                          STATION RECOVERY (1954)
 CR0299
 CR0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CR0299'7.8 MI SW FROM PITTSBURG.
 CR0299'6.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0299'STATION AT PITTSBURG, THENCE 1.1 MILES SOUTHEAST ALONG FARM ROAD 1519,
 CR0299'1.2 MILES SOUTHEAST OF THE POST OFFICE AT LEESBURG, ON TOP OF A HILL,
 CR0299'44 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 21 FEET NORTH OF A
 CR0299'FENCE CORNER, 4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 CR0299'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 CR0299
 CR0299                          STATION RECOVERY (1956)
 CR0299
 CR0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR0299'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND AZIMUTH
 CR0299'MARK WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2690 ***********************************************************************
 CS2690  DESIGNATION -  BOYCE
 CS2690  PID         -  CS2690
 CS2690  STATE/COUNTY-  TX/ELLIS
 CS2690  USGS QUAD   -  PALMER (1978)
 CS2690
 CS2690                         *CURRENT SURVEY CONTROL
 CS2690  ___________________________________________________________________
 CS2690* NAD 83(1993)-  32 22 43.92504(N)    096 44 12.39437(W)     ADJUSTED  
 CS2690* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 CS2690  ___________________________________________________________________
 CS2690  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 CS2690  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CS2690
 CS2690  HORZ ORDER  -  SECOND
 CS2690
 CS2690.The horizontal coordinates were established by classical geodetic methods
 CS2690.and adjusted by the National Geodetic Survey in February 1996..
 CS2690
 CS2690.The orthometric height was scaled from a topographic map.
 CS2690
 CS2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2690
 CS2690.The geoid height was determined by GEOID03.
 CS2690
 CS2690;                    North         East     Units Scale Factor Converg.
 CS2690;SPC TXNC     - 2,080,369.411   765,906.231   MT  0.99994105   +0 57 41.9
 CS2690;SPC TXNC     - 6,825,345.31  2,512,810.69   sFT  0.99994105   +0 57 41.9
 CS2690;UTM  14      - 3,584,684.242   712,913.665   MT  1.00015905   +1 12 44.8
 CS2690
 CS2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2690!SPC TXNC     -   0.99997901  x   0.99994105  =   0.99992006
 CS2690!UTM  14      -   0.99997901  x   1.00015905  =   1.00013805
 CS2690
 CS2690:                Primary Azimuth Mark                     Grid Az
 CS2690:SPC TXNC     -  PALMER MUNICIPAL TANK                    047 11 50.7
 CS2690:UTM  14      -  PALMER MUNICIPAL TANK                    046 56 47.8
 CS2690
 CS2690|---------------------------------------------------------------------|
 CS2690| PID    Reference Object                     Distance      Geod. Az  |
 CS2690|                                                           dddmmss.s |
 CS2690| CS2687 PALMER MUNICIPAL TANK               APPROX. 8.6 KM 0480932.6 |
 CS2690| CX9843 BOYCE RM 1                           27.788 METERS 11233     |
 CS2690| CX9844 BOYCE RM 2                           27.549 METERS 20407     |
 CS2690| CX9842 BOYCE AZ MK                                        2452403.4 |
 CS2690|---------------------------------------------------------------------|
 CS2690
 CS2690                          SUPERSEDED SURVEY CONTROL
 CS2690
 CS2690  NAD 83(1986)-  32 22 43.93223(N)    096 44 12.37577(W) AD(       ) 2
 CS2690  NAD 27      -  32 22 43.41800(N)    096 44 11.40000(W) AD(       ) 2
 CS2690
 CS2690.Superseded values are not recommended for survey control.
 CS2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2690.See file dsdata.txt to determine how the superseded data were derived.
 CS2690
 CS2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1291484684(NAD 83)
 CS2690_MARKER: DS = TRIANGULATION STATION DISK
 CS2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2690
 CS2690  HISTORY     - Date     Condition        Report By
 CS2690  HISTORY     - 1947     MONUMENTED       CGS
 CS2690  HISTORY     - 1949     GOOD             CGS
 CS2690  HISTORY     - 1952     GOOD             CGS
 CS2690
 CS2690                          STATION DESCRIPTION
 CS2690
 CS2690'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2690'LOCATED AT THE NORTHEAST EDGE OF THE VILLAGE OF BOYCE, 125.5
 CS2690'FEET NORTH OF THE NORTHWEST CORNER OF THE BOYCE HIGH SCHOOL,
 CS2690'59 FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD AND
 CS2690'59 FEET EAST OF THE EAST EDGE OF A CULTIVATED FIELD.  IT IS
 CS2690'STAMPED BOYCE 1947 AND PROJECTS 1 INCH.
 CS2690'
 CS2690'REFERENCE MARK NO. 1 IS 3 FEET WEST OF AN OUT-HOUSE THAT IS
 CS2690'LOCATED NORTH OF THE SCHOOL BUILDING.  IT IS STAMPED BOYCE
 CS2690'NO 1 1947 AND IS FLUSH WITH THE GROUND.
 CS2690'
 CS2690'REFERENCE MARK NO. 2 IS 3 FEET NORTH OF THE NORTHEAST CORNER
 CS2690'OF AN OUT-HOUSE THAT IS LOCATED NORTHWEST OF THE SCHOOL
 CS2690'BUILDING.  IT IS STAMPED BOYCE NO 2 1947 AND PROJECTS 1 INCH.
 CS2690'
 CS2690'THE AZIMUTH MARK IS 75 FEET WEST OF THE LOADING PLATFORM OF
 CS2690'THE BOYCE FREIGHT DEPOT, 23 FEET WEST OF THE CENTER OF A GRAVEL
 CS2690'ROAD, 23 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK
 CS2690'AND 22 FEET SOUTH OF THE SOUTH RAIL OF A SIDE-TRACK.  IT IS
 CS2690'STAMPED BOYCE 1947 AND PROJECTS 3 INCHES.
 CS2690'
 CS2690'A 100 FOOT SIGNAL AT WAXAHACHIE MAG IS VISIBLE ON THE GROUND.
 CS2690'
 CS2690'AN 87 FOOT SIGNAL AT ROCKETT IS VISIBLE ON THE GROUND.
 CS2690'
 CS2690'A 74 FOOT SIGNAL AT PALMER IS VISIBLE AT 37 FEET.
 CS2690'
 CS2690'A 74 FOOT SIGNAL AT GARRETT IS VISIBLE ON THE GROUND.
 CS2690'
 CS2690'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2690
 CS2690                          STATION RECOVERY (1949)
 CS2690
 CS2690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2690'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE IN GOOD
 CS2690'CONDITION.
 CS2690'
 CS2690'BELOW IS THE 1949 OBSERVATIONS.  NOTE THE DIRECTION TO PALMER
 CS2690'MUNI. WATER TANK SHOWS A DIFFERENCE OF 9 DEGREES.
 CS2690
 CS2690                          STATION RECOVERY (1952)
 CS2690
 CS2690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (FJ)
 CS2690'BOYCE HIGH SCHOOL HAS BEEN DESTROYED, ALTHOUGH FOUNDATION
 CS2690'REMAINS.  STATION IS NORTHEAST OF CHURCH AND 284 FT NORTH
 CS2690'OF A FARM TO MARKET ROAD.  GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0298 ***********************************************************************
 CR0298  DESIGNATION -  BOYCE AZ MK
 CR0298  PID         -  CR0298
 CR0298  STATE/COUNTY-  TX/CAMP
 CR0298  USGS QUAD   -  LEESBURG (1960)
 CR0298
 CR0298                         *CURRENT SURVEY CONTROL
 CR0298  ___________________________________________________________________
 CR0298* NAD 83(1986)-  32 58 28.     (N)    095 04 45.     (W)     SCALED    
 CR0298* NAVD 88     -       123.597  (meters)     405.50   (feet)  ADJUSTED  
 CR0298  ___________________________________________________________________
 CR0298  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CR0298  DYNAMIC HT  -         123.459 (meters)     405.05  (feet)  COMP
 CR0298  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CR0298
 CR0298  VERT ORDER  -  FIRST     CLASS II
 CR0298
 CR0298.The horizontal coordinates were scaled from a topographic map and have
 CR0298.an estimated accuracy of +/- 6 seconds.
 CR0298
 CR0298.The orthometric height was determined by differential leveling
 CR0298.and adjusted by the National Geodetic Survey in June 1991..
 CR0298
 CR0298.The geoid height was determined by GEOID03.
 CR0298
 CR0298.The dynamic height is computed by dividing the NAVD 88
 CR0298.geopotential number by the normal gravity value computed on the
 CR0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0298.degrees latitude (g = 980.6199 gals.).
 CR0298
 CR0298.The modeled gravity was interpolated from observed gravity values.
 CR0298
 CR0298;                    North         East    Units  Estimated Accuracy
 CR0298;SPC TXNC     - 2,150,220.      919,680.      MT  (+/- 180 meters Scaled)
 CR0298
 CR0298                          SUPERSEDED SURVEY CONTROL
 CR0298
 CR0298  NGVD 29 (??/??/92)  123.610  (m)          405.54   (f) ADJ UNCH    1 2
 CR0298
 CR0298.Superseded values are not recommended for survey control.
 CR0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0298.See file dsdata.txt to determine how the superseded data were derived.
 CR0298
 CR0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS056503(NAD 83)
 CR0298_MARKER: DZ = AZIMUTH MARK DISK
 CR0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0298_STAMPING: BOYCE 1950
 CR0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0298+STABILITY: SURFACE MOTION
 CR0298
 CR0298  HISTORY     - Date     Condition        Report By
 CR0298  HISTORY     - 1950     MONUMENTED       CGS
 CR0298  HISTORY     - 1954     GOOD             NGS
 CR0298
 CR0298                          STATION DESCRIPTION
 CR0298
 CR0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0298'7.6 MI SW FROM PITTSBURG.
 CR0298'6.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0298'STATION AT PITTSBURG, THENCE 0.7 MILE SOUTHEAST ALONG FARM ROAD 1519,
 CR0298'THENCE 0.2 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, 0.9 MILE SOUTHEAST
 CR0298'OF THE POST OFFICE AT LEESBURG, 16 FEET EAST OF THE CENTER LINE OF A
 CR0298'ROAD, 10 FEET NORTH OF AN 8 INCH CEDAR TREE, 1 FOOT EAST OF A FENCE, 4
 CR0298'FEET SOUTH OF A WITNESS POST, 0.3 MILE NORTHWEST OF TRIANGULATION
 CR0298'STATION BOYCE 1950, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CR0298'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0300 ***********************************************************************
 CR0300  DESIGNATION -  BOYCE RM 1
 CR0300  PID         -  CR0300
 CR0300  STATE/COUNTY-  TX/CAMP
 CR0300  USGS QUAD   -  LEESBURG (1960)
 CR0300
 CR0300                         *CURRENT SURVEY CONTROL
 CR0300  ___________________________________________________________________
 CR0300* NAD 83(1986)-  32 58 18.     (N)    095 04 28.     (W)     SCALED    
 CR0300* NAVD 88     -       129.444  (meters)     424.68   (feet)  ADJUSTED  
 CR0300  ___________________________________________________________________
 CR0300  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CR0300  DYNAMIC HT  -         129.299 (meters)     424.21  (feet)  COMP
 CR0300  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CR0300
 CR0300  VERT ORDER  -  FIRST     CLASS II
 CR0300
 CR0300.The horizontal coordinates were scaled from a topographic map and have
 CR0300.an estimated accuracy of +/- 6 seconds.
 CR0300
 CR0300.The orthometric height was determined by differential leveling
 CR0300.and adjusted by the National Geodetic Survey in June 1991..
 CR0300
 CR0300.The geoid height was determined by GEOID03.
 CR0300
 CR0300.The dynamic height is computed by dividing the NAVD 88
 CR0300.geopotential number by the normal gravity value computed on the
 CR0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0300.degrees latitude (g = 980.6199 gals.).
 CR0300
 CR0300.The modeled gravity was interpolated from observed gravity values.
 CR0300
 CR0300;                    North         East    Units  Estimated Accuracy
 CR0300;SPC TXNC     - 2,149,930.      920,130.      MT  (+/- 180 meters Scaled)
 CR0300
 CR0300                          SUPERSEDED SURVEY CONTROL
 CR0300
 CR0300  NGVD 29 (??/??/92)  129.456  (m)          424.72   (f) ADJ UNCH    1 2
 CR0300
 CR0300.Superseded values are not recommended for survey control.
 CR0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0300.See file dsdata.txt to determine how the superseded data were derived.
 CR0300
 CR0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS061500(NAD 83)
 CR0300_MARKER: DR = REFERENCE MARK DISK
 CR0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0300_STAMPING: BOYCE NO 1 1950
 CR0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0300+STABILITY: SURFACE MOTION
 CR0300
 CR0300  HISTORY     - Date     Condition        Report By
 CR0300  HISTORY     - 1950     MONUMENTED       CGS
 CR0300  HISTORY     - 1954     GOOD             NGS
 CR0300
 CR0300                          STATION DESCRIPTION
 CR0300
 CR0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0300'7.8 MI SW FROM PITTSBURG.
 CR0300'6.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0300'STATION AT PITTSBURG, THENCE 1.1 MILES SOUTHEAST ALONG FARM ROAD 1519,
 CR0300'ON TOP OF A HILL, 1.2 MILES SOUTHEAST OF THE POST OFFICE AT LEESBURG,
 CR0300'96.5 FEET SOUTHEAST OF TRIANGULATION STATION BOYCE 1950, 40 FEET WEST
 CR0300'OF THE CENTER LINE OF THE FARM ROAD, 0.5 FOOT WEST OF A FENCE, SET IN
 CR0300'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0301 ***********************************************************************
 CR0301  DESIGNATION -  BOYCE RM 2
 CR0301  PID         -  CR0301
 CR0301  STATE/COUNTY-  TX/CAMP
 CR0301  USGS QUAD   -  LEESBURG (1960)
 CR0301
 CR0301                         *CURRENT SURVEY CONTROL
 CR0301  ___________________________________________________________________
 CR0301* NAD 83(1986)-  32 58 18.     (N)    095 04 28.     (W)     SCALED    
 CR0301* NAVD 88     -       129.005  (meters)     423.24   (feet)  ADJUSTED  
 CR0301  ___________________________________________________________________
 CR0301  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CR0301  DYNAMIC HT  -         128.861 (meters)     422.77  (feet)  COMP
 CR0301  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CR0301
 CR0301  VERT ORDER  -  FIRST     CLASS II
 CR0301
 CR0301.The horizontal coordinates were scaled from a topographic map and have
 CR0301.an estimated accuracy of +/- 6 seconds.
 CR0301
 CR0301.The orthometric height was determined by differential leveling
 CR0301.and adjusted by the National Geodetic Survey in June 1991..
 CR0301
 CR0301.The geoid height was determined by GEOID03.
 CR0301
 CR0301.The dynamic height is computed by dividing the NAVD 88
 CR0301.geopotential number by the normal gravity value computed on the
 CR0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0301.degrees latitude (g = 980.6199 gals.).
 CR0301
 CR0301.The modeled gravity was interpolated from observed gravity values.
 CR0301
 CR0301;                    North         East    Units  Estimated Accuracy
 CR0301;SPC TXNC     - 2,149,930.      920,130.      MT  (+/- 180 meters Scaled)
 CR0301
 CR0301                          SUPERSEDED SURVEY CONTROL
 CR0301
 CR0301  NGVD 29 (??/??/92)  129.018  (m)          423.29   (f) ADJ UNCH    1 2
 CR0301
 CR0301.Superseded values are not recommended for survey control.
 CR0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0301.See file dsdata.txt to determine how the superseded data were derived.
 CR0301
 CR0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS061500(NAD 83)
 CR0301_MARKER: DR = REFERENCE MARK DISK
 CR0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0301_STAMPING: BOYCE NO 2 1950
 CR0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0301+STABILITY: SURFACE MOTION
 CR0301
 CR0301  HISTORY     - Date     Condition        Report By
 CR0301  HISTORY     - 1950     MONUMENTED       CGS
 CR0301  HISTORY     - 1954     GOOD             NGS
 CR0301
 CR0301                          STATION DESCRIPTION
 CR0301
 CR0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0301'7.8 MI SW FROM PITTSBURG.
 CR0301'6.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0301'STATION AT PITTSBURG, THENCE 1.1 MILES SOUTHEAST ALONG FARM ROAD 1519,
 CR0301'1.2 MILES SOUTHEAST OF THE POST OFFICE AT LEESBURG, ON TOP OF A HILL,
 CR0301'121 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 78.0 FEET SOUTHWEST
 CR0301'OF TRIANGULATION STATION BOYCE 1950, 1.5 FEET NORTH OF AN EAST AND
 CR0301'WEST FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 CR0301'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1611 ***********************************************************************
 FL1611  DESIGNATION -  BOYD
 FL1611  PID         -  FL1611
 FL1611  STATE/COUNTY-  TX/DONLEY
 FL1611  USGS QUAD   -  GROOM (1983)
 FL1611
 FL1611                         *CURRENT SURVEY CONTROL
 FL1611  ___________________________________________________________________
 FL1611* NAD 83(1993)-  35 10 56.32690(N)    101 00 37.57713(W)     ADJUSTED  
 FL1611* NAVD 88     -       984.609  (meters)    3230.34   (feet)  ADJUSTED  
 FL1611  ___________________________________________________________________
 FL1611  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FL1611  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL1611  DYNAMIC HT  -         983.476 (meters)    3226.62  (feet)  COMP
 FL1611  MODELED GRAV-     979,449.5   (mgal)                       NAVD 88
 FL1611
 FL1611  HORZ ORDER  -  THIRD
 FL1611  VERT ORDER  -  FIRST     CLASS II
 FL1611
 FL1611.The horizontal coordinates were established by classical geodetic methods
 FL1611.and adjusted by the National Geodetic Survey in February 1996..
 FL1611
 FL1611.The orthometric height was determined by differential leveling
 FL1611.and adjusted by the National Geodetic Survey in June 1991..
 FL1611
 FL1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1611
 FL1611.The geoid height was determined by GEOID03.
 FL1611
 FL1611.The dynamic height is computed by dividing the NAVD 88
 FL1611.geopotential number by the normal gravity value computed on the
 FL1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1611.degrees latitude (g = 980.6199 gals.).
 FL1611
 FL1611.The modeled gravity was interpolated from observed gravity values.
 FL1611
 FL1611;                    North         East     Units Scale Factor Converg.
 FL1611;SPC TX N     - 1,131,272.223   244,588.077   MT  0.99991928   +0 17 01.4
 FL1611;SPC TX N     - 3,711,515.62    802,452.72   sFT  0.99991928   +0 17 01.4
 FL1611;UTM  14      - 3,895,112.148   316,939.303   MT  1.00001301   -1 09 31.3
 FL1611
 FL1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1611!SPC TX N     -   0.99984962  x   0.99991928  =   0.99976892
 FL1611!UTM  14      -   0.99984962  x   1.00001301  =   0.99986263
 FL1611
 FL1611:                Primary Azimuth Mark                     Grid Az
 FL1611:SPC TX N     -  AMARILLO ST LOUIS AWY BCN 3              023 37 29.5
 FL1611:UTM  14      -  AMARILLO ST LOUIS AWY BCN 3              025 04 02.2
 FL1611
 FL1611|---------------------------------------------------------------------|
 FL1611| PID    Reference Object                     Distance      Geod. Az  |
 FL1611|                                                           dddmmss.s |
 FL1611| FL2000 AMARILLO ST LOUIS AWY BCN 3         APPROX. 5.1 KM 0235430.9 |
 FL1611| FL1613 BOYD AZ MK                                         0942337.8 |
 FL1611| CJ6705 BOYD RM 1                             6.992 METERS 11009     |
 FL1611| CJ6706 BOYD RM 2                             6.209 METERS 26430     |
 FL1611| FL1709 BOYDSTON FRAISER ELEVATOR           370.349 METERS 27931     |
 FL1611| FL1711 BOYDSTON GROOM WHEAT GROW ELEV      APPROX. 0.6 KM 2803519.1 |
 FL1611|---------------------------------------------------------------------|
 FL1611
 FL1611                          SUPERSEDED SURVEY CONTROL
 FL1611
 FL1611  NAD 83(1993)-  35 10 56.32929(N)    101 00 37.57515(W) AD(       ) 3
 FL1611  NAD 83(1986)-  35 10 56.33262(N)    101 00 37.56823(W) AD(       ) 3
 FL1611  NAD 27      -  35 10 56.15300(N)    101 00 36.02700(W) AD(       ) 3
 FL1611
 FL1611.Superseded values are not recommended for survey control.
 FL1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1611.See file dsdata.txt to determine how the superseded data were derived.
 FL1611
 FL1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD1693995112(NAD 83)
 FL1611_MARKER: DS = TRIANGULATION STATION DISK
 FL1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1611_SP_SET: CONCRETE POST
 FL1611_STAMPING: BOYD 1951
 FL1611_MARK LOGO: CGS   
 FL1611_PROJECTION: PROJECTING 10 CENTIMETERS
 FL1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1611+STABILITY: SURFACE MOTION
 FL1611
 FL1611  HISTORY     - Date     Condition        Report By
 FL1611  HISTORY     - 1951     MONUMENTED       CGS
 FL1611  HISTORY     - 1956     GOOD             CGS
 FL1611  HISTORY     - 1984     GOOD             NGS
 FL1611
 FL1611                          STATION DESCRIPTION
 FL1611
 FL1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1611'THE STATION IS ABOUT 5.0 MILES AIR LINE WEST OF JERICHO.  5
 FL1611'MILES AIR LINE EAST OF GROOM.  AND 0.15 MILE EAST OF THE
 FL1611'ELEVATOR IN BOYDSTON.  THE MARK, STAMPED BOYD 1951, PROJECTS
 FL1611'3 INCHES.  LOCATED ON THE SOUTH RIGHT-OF-WAY OF THE C.R.I. AND G.
 FL1611'RAILROAD.  42 FEET SOUTH OF THE SOUTH RAIL.  21 FEET
 FL1611'EAST-NORTHEAST OF A FENCE CORNER.  8 FEET NORTHWEST OF A WHITE
 FL1611'WITNESS POST.  AND 6 FEET NORTH OF A FENCE LINE.
 FL1611'
 FL1611'REFERENCE MARK NO. 1 IS STAMPED BOYD NO 1 1951, AND PROJECTS
 FL1611'4 INCHES.  IT IS 48 FEET SOUTH OF THE SOUTH RAIL, AND 1 FOOT
 FL1611'NORTH OF A FENCE LINE.
 FL1611'
 FL1611'REFERENCE MARK NO. 2 IS STAMPED BOYD NO 2 1951, AND PROJECTS 2
 FL1611'INCHES.  IT IS 65 FEET SOUTHEAST OF THE CENTER LINE OF A RAILROAD
 FL1611'CROSSING.  47 FEET SOUTH OF THE SOUTH RAIL.  AND 1 FOOT
 FL1611'NORTHWEST OF A FENCE CORNER.
 FL1611'
 FL1611'THE AZIMUTH MARK IS STAMPED BOYD 1951, AND PROJECTS 5 INCHES.
 FL1611'IT IS ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 66.  74 FEET
 FL1611'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  74 FEET NORTH OF THE
 FL1611'NORTH RAIL OF RAILROAD TRACK.  4 FEET NORTH OF A TELEPHONE POLE.
 FL1611'AND 3 FEET WEST OF A WHITE WITNESS POST.
 FL1611'
 FL1611'TO REACH FROM THE EAST ELEVATOR AT BOYDSTON, GO EAST ON U.S.
 FL1611'HIGHWAY 66 0.15 MILE TO A CROSSROAD.  TURN RIGHT, SOUTH ACROSS
 FL1611'RAILROAD TRACK, AND GO TO FENCE CORNER AND STATION SITE.
 FL1611
 FL1611                          STATION RECOVERY (1956)
 FL1611
 FL1611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 FL1611'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL1611'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 FL1611'STATION SITE ARE CORRECT.
 FL1611
 FL1611                          STATION RECOVERY (1984)
 FL1611
 FL1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1611'9.4 KM (5.85 MI) WEST FROM JERICHO.
 FL1611'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1611'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 9.4 KM (5.85
 FL1611'MI) WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PICIFIC RAILROAD, 13.7
 FL1611'M (44.9 FT) EAST OF THE CENTERLINE OF A PAVED ROAD LEADING SOUTH,
 FL1611'12.2 M (40.0 FT) SOUTH OF THE NEAR RAIL, AND 1.5 M (4.9 FT) NORTH OF
 FL1611'A FENCE.
 FL1611'THE MARK IS 0.1 METERS  N FROM  A WITNESS POST
 FL1611'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1062 ***********************************************************************
 CD1062  DESIGNATION -  BOYD
 CD1062  PID         -  CD1062
 CD1062  STATE/COUNTY-  TX/HUDSPETH
 CD1062  USGS QUAD   -  DIABLO CANYON WEST (1978)
 CD1062
 CD1062                         *CURRENT SURVEY CONTROL
 CD1062  ___________________________________________________________________
 CD1062* NAD 83(1993)-  31 27 25.27311(N)    105 41 31.02759(W)     ADJUSTED  
 CD1062* NAVD 88     -      1538.     (meters)    5046.     (feet)  SCALED    
 CD1062  ___________________________________________________________________
 CD1062  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 CD1062  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CD1062
 CD1062  HORZ ORDER  -  FIRST
 CD1062
 CD1062.The horizontal coordinates were established by classical geodetic methods
 CD1062.and adjusted by the National Geodetic Survey in February 1996..
 CD1062
 CD1062.The orthometric height was scaled from a topographic map.
 CD1062
 CD1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1062
 CD1062.The geoid height was determined by GEOID03.
 CD1062
 CD1062;                    North         East     Units Scale Factor Converg.
 CD1062;SPC TX C     - 3,210,736.217   190,927.157   MT  0.99991326   -2 45 36.0
 CD1062;SPC TX C     -10,533,890.41    626,400.18   sFT  0.99991326   -2 45 36.0
 CD1062;UTM  13      - 3,480,460.233   434,258.464   MT  0.99965331   -0 21 40.0
 CD1062
 CD1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1062!SPC TX C     -   0.99976227  x   0.99991326  =   0.99967555
 CD1062!UTM  13      -   0.99976227  x   0.99965331  =   0.99941566
 CD1062
 CD1062|---------------------------------------------------------------------|
 CD1062| PID    Reference Object                     Distance      Geod. Az  |
 CD1062|                                                           dddmmss.s |
 CD1062| CH8451 BOYD RM 1                            22.372 METERS 04601     |
 CD1062| CH8450 BOYD AZ MK                                         0814855.3 |
 CD1062| CH8452 BOYD RM 2                            13.354 METERS 31828     |
 CD1062|---------------------------------------------------------------------|
 CD1062
 CD1062                          SUPERSEDED SURVEY CONTROL
 CD1062
 CD1062  NAD 83(1986)-  31 27 25.28546(N)    105 41 31.01966(W) AD(       ) 1
 CD1062  NAD 27      -  31 27 24.84700(N)    105 41 29.15100(W) AD(       ) 1
 CD1062
 CD1062.Superseded values are not recommended for survey control.
 CD1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1062.See file dsdata.txt to determine how the superseded data were derived.
 CD1062
 CD1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ3425880460(NAD 83)
 CD1062_MARKER: DS = TRIANGULATION STATION DISK
 CD1062_SETTING: 66 = SET IN ROCK OUTCROP
 CD1062
 CD1062  HISTORY     - Date     Condition        Report By
 CD1062  HISTORY     - 1934     MONUMENTED       CGS
 CD1062  HISTORY     - 1936     GOOD             CGS
 CD1062
 CD1062                          STATION DESCRIPTION
 CD1062
 CD1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1062'THE STATION IS LOCATED ABOUT 14 MILES NNW OF FINLAY AND 15
 CD1062'MILES NE OF FORT HANCOCK.  IT IS ON THE S EDGE OF A LARGE
 CD1062'MESA AND IS ABOUT 1/2 MILE E OF A STOCK TRAIL THAT GOES UP THE
 CD1062'S SIDE OF THE MESA.  THIS TRAIL CAN BE SEEN FROM THE S FOR A
 CD1062'DISTANCE OF 5 MILES.  THE STATION IS ON THE W EDGE OF A CANYON THAT
 CD1062'EXTENDS N INTO THE CANYON FOR A DISTANCE OF A HALF MILE.
 CD1062'THERE IS A SMALL MESA ABOUT A HALF MILE S OF THE STATION.
 CD1062'THIS MESA IS ENTIRELY DETACHED FROM THE MAIN MESA.  IT IS
 CD1062'ABOUT 1/2 MILE WIDE FROM E TO W AND 1/4 MILE WIDE FROM N
 CD1062'TO S AND IS ABOUT HALF AS HIGH AS THE MAIN MESA ON
 CD1062'WHICH THE STATION IS LOCATED.
 CD1062'
 CD1062'THE STATION MARK IS 19 FEET W OF THE E EDGE OF THE MESA.
 CD1062'
 CD1062'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CD1062'DISKS SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CD1062'
 CD1062'REFERENCE MARK NO. 1 IS 10 FEET W OF THE E EDGE OF THE MESA.
 CD1062'
 CD1062'REFERENCE MARK NO. 2 IS 60 FEET W OF THE E EDGE OF THE MESA.
 CD1062'
 CD1062'THE AZIMUTH MARK IS IN THE RIM ROCK ON THE E SIDE OF THE CANYON
 CD1062'WHICH IS E OF THE STATION.
 CD1062'
 CD1062'GROCERIES AND WATER IN FINLAY.  BUILDING SUPPLIES AT SIERRA BLANCA
 CD1062'OR VAN HORN.
 CD1062
 CD1062                          STATION RECOVERY (1936)
 CD1062
 CD1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1062'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CD1062'
 CD1062'STATION WAS REACHED FROM FINLAY BY GOING W ON U.S. HIGHWAY 80,
 CD1062'0.05 MILE TO A DIRT SIDE ROAD ON THE RIGHT.  TURN RIGHT OR N AND
 CD1062'GO 3.65 MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE N 1.9
 CD1062'MILES TO ANOTHER GATE AND A FORKS.  TAKE RIGHT FORK THROUGH
 CD1062'GATE AND CONTINUE N 3.5 MILES TO A DIM ROAD FORKING SHARP TO
 CD1062'THE LEFT.  THERE IS A WINDMILL AND ADOBE HOUSE ABOUT 250 YARDS
 CD1062'N OF THIS POINT.  TURN SHARP LEFT OR W AND GO 2.1 MILES TO
 CD1062'A DIM FORK AT THE S END OF A KNOLL.  TAKE RIGHT FORK OVER END
 CD1062'OF KNOLL AND GO W 1.2 MILES TO A N-S WIRE FENCE AND GATE.
 CD1062'PASS THROUGH GATE AND TURN RIGHT OR N AND GO 4.4 MILES
 CD1062'FOLLOWING ALONG THE W SIDE OF FENCE.  AT THIS POINT, TAKE
 CD1062'DOWN FENCE AND CROSS.  GO N AND NE ACROSS COUNTRY TOWARD
 CD1062'RIM FOR 1.0 MILE, AND THE END OF TRUCK TRAVEL.  PACK N
 CD1062'UP SMALL WASH ABOUT 300 YARDS TO SADDLE AND CANYON AHEAD.
 CD1062'BEAR TO THE LEFT OF LARGE CANYON ABOUT 0.25 MILE TO TOP OF RIM
 CD1062'AND STATION.  THE PACK REQUIRES 30 MINUTES TIME.
 CD1062'
 CD1062'A 4-FOOT STAND CLEARED ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9918 ***********************************************************************
 AF9918  DESIGNATION -  BOYD
 AF9918  PID         -  AF9918
 AF9918  STATE/COUNTY-  TX/HUDSPETH
 AF9918  USGS QUAD   -  DIABLO CANYON WEST (1978)
 AF9918
 AF9918                         *CURRENT SURVEY CONTROL
 AF9918  ___________________________________________________________________
 AF9918* NAD 83(1993)-  31 27 25.27311(N)    105 41 31.02759(W)     ADJUSTED  
 AF9918* NAVD 88     -      1538.     (meters)    5046.     (feet)  SCALED    
 AF9918  ___________________________________________________________________
 AF9918  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 AF9918  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AF9918
 AF9918  HORZ ORDER  -  THIRD
 AF9918
 AF9918.The horizontal coordinates were established by classical geodetic methods
 AF9918.and adjusted by the National Geodetic Survey in July 1998..
 AF9918
 AF9918.The orthometric height was scaled from a topographic map.
 AF9918
 AF9918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9918
 AF9918.The geoid height was determined by GEOID03.
 AF9918
 AF9918;                    North         East     Units Scale Factor Converg.
 AF9918;SPC TX C     - 3,210,736.217   190,927.157   MT  0.99991326   -2 45 36.0
 AF9918;SPC TX C     -10,533,890.41    626,400.18   sFT  0.99991326   -2 45 36.0
 AF9918;UTM  13      - 3,480,460.233   434,258.464   MT  0.99965331   -0 21 40.0
 AF9918
 AF9918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9918!SPC TX C     -   0.99976227  x   0.99991326  =   0.99967555
 AF9918!UTM  13      -   0.99976227  x   0.99965331  =   0.99941566
 AF9918
 AF9918                          SUPERSEDED SURVEY CONTROL
 AF9918
 AF9918.No superseded survey control is available for this station.
 AF9918
 AF9918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ3425880460(NAD 83)
 AF9918_MARKER: DS = TRIANGULATION STATION DISK
 AF9918
 AF9918  HISTORY     - Date     Condition        Report By
 AF9918  HISTORY     - 1934     MONUMENTED       USGS
 AF9918
 AF9918                          STATION DESCRIPTION
 AF9918
 AF9918'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 AF9918'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31105-3, STATION 1002.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1613 ***********************************************************************
 FL1613  DESIGNATION -  BOYD AZ MK
 FL1613  PID         -  FL1613
 FL1613  STATE/COUNTY-  TX/DONLEY
 FL1613  USGS QUAD   -  GROOM (1983)
 FL1613
 FL1613                         *CURRENT SURVEY CONTROL
 FL1613  ___________________________________________________________________
 FL1613* NAD 83(1986)-  35 10 54.     (N)    101 00 05.     (W)     SCALED    
 FL1613* NAVD 88     -       982.311  (meters)    3222.80   (feet)  ADJUSTED  
 FL1613  ___________________________________________________________________
 FL1613  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1613  DYNAMIC HT  -         981.181 (meters)    3219.09  (feet)  COMP
 FL1613  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 FL1613
 FL1613  VERT ORDER  -  FIRST     CLASS II
 FL1613
 FL1613.The horizontal coordinates were scaled from a topographic map and have
 FL1613.an estimated accuracy of +/- 6 seconds.
 FL1613
 FL1613.The orthometric height was determined by differential leveling
 FL1613.and adjusted by the National Geodetic Survey in June 1991..
 FL1613
 FL1613.The geoid height was determined by GEOID03.
 FL1613
 FL1613.The dynamic height is computed by dividing the NAVD 88
 FL1613.geopotential number by the normal gravity value computed on the
 FL1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1613.degrees latitude (g = 980.6199 gals.).
 FL1613
 FL1613.The modeled gravity was interpolated from observed gravity values.
 FL1613
 FL1613;                    North         East    Units  Estimated Accuracy
 FL1613;SPC TX N     - 1,131,210.      245,410.      MT  (+/- 180 meters Scaled)
 FL1613
 FL1613                          SUPERSEDED SURVEY CONTROL
 FL1613
 FL1613.No superseded survey control is available for this station.
 FL1613
 FL1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD177950(NAD 83)
 FL1613_MARKER: DZ = AZIMUTH MARK DISK
 FL1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1613_SP_SET: CONCRETE POST
 FL1613_STAMPING: BOYD 1951
 FL1613_MARK LOGO: CGS   
 FL1613_PROJECTION: PROJECTING 10 CENTIMETERS
 FL1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1613+STABILITY: SURFACE MOTION
 FL1613
 FL1613  HISTORY     - Date     Condition        Report By
 FL1613  HISTORY     - 1951     MONUMENTED       CGS
 FL1613  HISTORY     - 1984     GOOD             NGS
 FL1613
 FL1613                          STATION DESCRIPTION
 FL1613
 FL1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1613'8.5 KM (5.3 MI) WEST FROM JERICHO.
 FL1613'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 FL1613'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL1613'INTERSTATE HIGHWAY 40 FROM AT THE JERICHO EXIT, THENCE 8.5 KM (5.3
 FL1613'MI) WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PICIFIC RAILROAD, 22.6
 FL1613'M (74.1 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, 22.6 M (74.1
 FL1613'FT) NORTH OF THE NEAR RAIL, AND 0.9 M (3.0 FT) WEST OF A WOODEN
 FL1613'WITNESS POST.
 FL1613'THE MARK IS 0.9 METERS  E FROM  A WITNESS POST
 FL1613'THE MARK IS 1.0 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1362 ***********************************************************************
 DN1362  DESIGNATION -  BOYD MUNICIPAL TANK
 DN1362  PID         -  DN1362
 DN1362  STATE/COUNTY-  TX/WISE
 DN1362  USGS QUAD   -  BOYD (1973)
 DN1362
 DN1362                         *CURRENT SURVEY CONTROL
 DN1362  ___________________________________________________________________
 DN1362* NAD 83(1993)-  33 04 44.78128(N)    097 33 49.91822(W)     ADJUSTED  
 DN1362* NAVD 88     -                                                        
 DN1362  ___________________________________________________________________
 DN1362  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 DN1362  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DN1362
 DN1362  HORZ ORDER  -  THIRD
 DN1362
 DN1362.The horizontal coordinates were established by classical geodetic methods
 DN1362.and adjusted by the National Geodetic Survey in February 1996..
 DN1362
 DN1362
 DN1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1362
 DN1362.The geoid height was determined by GEOID03.
 DN1362
 DN1362;                    North         East     Units Scale Factor Converg.
 DN1362;SPC TXNC     - 2,157,014.424   687,394.282   MT  0.99987274   +0 30 38.0
 DN1362;SPC TXNC     - 7,076,804.82  2,255,226.07   sFT  0.99987274   +0 30 38.0
 DN1362;UTM  14      - 3,660,973.698   634,043.510   MT  0.99982154   +0 47 02.2
 DN1362
 DN1362                          SUPERSEDED SURVEY CONTROL
 DN1362
 DN1362  NAD 83(1993)-  33 04 44.78172(N)    097 33 49.90668(W) AD(       ) 4
 DN1362  NAD 83(1986)-  33 04 44.78466(N)    097 33 49.90269(W) AD(       ) 4
 DN1362  NAD 27      -  33 04 44.34000(N)    097 33 48.80000(W) AD(       ) 3
 DN1362
 DN1362.Superseded values are not recommended for survey control.
 DN1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1362.See file dsdata.txt to determine how the superseded data were derived.
 DN1362
 DN1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3404460974(NAD 83)
 DN1362_MARKER: 53 = ELEVATED TANK
 DN1362
 DN1362  HISTORY     - Date     Condition        Report By
 DN1362  HISTORY     - 1946     FIRST OBSERVED   CGS
 DN1362  HISTORY     - 1950     GOOD             CGS
 DN1362  HISTORY     - 1960     GOOD             CGS
 DN1362  HISTORY     - 19990827 GOOD             USPSQD
 DN1362  HISTORY     - 20030115 GOOD             GEOCAC
 DN1362
 DN1362                          STATION DESCRIPTION
 DN1362
 DN1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 DN1362'WATER TANK PAINTED SILVER AND IS SUPPORTED BY 4 STEEL LATTICE-WORK
 DN1362'LEGS WHICH FORM A SQUARE FRAMEWORK IN CENTER OF WHICH IS
 DN1362'A CENTER COLUMN ABOUT 15 INCHES IN DIAMETER.  LEGS ARE 30
 DN1362'FEET APART AND ARE ABOUT 70 FEET TO BASE OF PLATFORM SUPPORTING
 DN1362'TANK.  THE TANK IS OF STEEL STRUCTURE, 25 FEET HIGH AND
 DN1362'15 FEET IN DIAMETER.
 DN1362'
 DN1362'TO REACH WATER TANK FROM RHOME, FOLLOW STATE ROAD 114 NW
 DN1362'OUT OF CITY, CONTINUE TO THE E PART OF BOYD.  CROSS RAILROAD
 DN1362'TRACKS, CONTINUE 0.3 MILE TO WATER TANK ON RIGHT SIDE OF
 DN1362'ROAD, WHICH IS ABOUT 120 FEET FROM ROAD CENTER.
 DN1362
 DN1362                          STATION RECOVERY (1950)
 DN1362
 DN1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DN1362'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 DN1362'AS DESCRIBED.
 DN1362
 DN1362                          STATION RECOVERY (1960)
 DN1362
 DN1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1362'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1362'
 DN1362'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1362
 DN1362                          STATION RECOVERY (1999)
 DN1362
 DN1362'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1362'RECOVERED IN GOOD CONDITION.
 DN1362
 DN1362                          STATION RECOVERY (2003)
 DN1362
 DN1362'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 DN1362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0931 ***********************************************************************
 CU0931  DESIGNATION -  BOYD RESET
 CU0931  PID         -  CU0931
 CU0931  STATE/COUNTY-  TX/NOLAN
 CU0931  USGS QUAD   -  CHALK PEAK (1984)
 CU0931
 CU0931                         *CURRENT SURVEY CONTROL
 CU0931  ___________________________________________________________________
 CU0931* NAD 83(1993)-  32 27 20.98283(N)    100 14 49.95109(W)     ADJUSTED  
 CU0931* NAVD 88     -       770.6    (meters)    2528.     (feet)  VERTCON   
 CU0931  ___________________________________________________________________
 CU0931  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CU0931  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CU0931
 CU0931  HORZ ORDER  -  FIRST
 CU0931
 CU0931.The horizontal coordinates were established by classical geodetic methods
 CU0931.and adjusted by the National Geodetic Survey in February 1996..
 CU0931
 CU0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0931
 CU0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0931
 CU0931.The geoid height was determined by GEOID03.
 CU0931
 CU0931;                    North         East     Units Scale Factor Converg.
 CU0931;SPC TXNC     - 2,088,876.954   435,742.462   MT  0.99992631   -0 57 10.5
 CU0931;SPC TXNC     - 6,853,257.14  1,429,598.39   sFT  0.99992631   -0 57 10.5
 CU0931;UTM  14      - 3,591,647.421   382,777.066   MT  0.99976945   -0 40 09.8
 CU0931
 CU0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0931!SPC TXNC     -   0.99988329  x   0.99992631  =   0.99980961
 CU0931!UTM  14      -   0.99988329  x   0.99976945  =   0.99965277
 CU0931
 CU0931:                Primary Azimuth Mark                     Grid Az
 CU0931:SPC TXNC     -  TEXAS ELEC SERVICE MICROWAVE             006 25 25.4
 CU0931:UTM  14      -  TEXAS ELEC SERVICE MICROWAVE             006 08 24.7
 CU0931
 CU0931|---------------------------------------------------------------------|
 CU0931| PID    Reference Object                     Distance      Geod. Az  |
 CU0931|                                                           dddmmss.s |
 CU0931| CU0930 TEXAS ELEC SERVICE MICROWAVE        APPROX. 4.2 KM 0052814.9 |
 CU0931| CX7644 BOYD RM                              18.116 METERS 03742     |
 CU0931| CX7645 BOYD RM 2                            17.794 METERS 03945     |
 CU0931| CU0918 TRENT SCHOOLHOUSE BELFRY            APPROX.12.6 KM 0714759.0 |
 CU0931| CU0916 TRENT MUNICIPAL TANK                APPROX.12.3 KM 0724413.5 |
 CU0931| CU0917 TRENT CHRISTIAN CHURCH SPIRE        APPROX.12.5 KM 0724857.0 |
 CU0931| CU0921 MERKEL TALL WATER TANK              APPROX.22.4 KM 0855550.1 |
 CU0931| CX7646 BOYD RM 3                            16.036 METERS 13052     |
 CU0931| CX7643 BOYD AZ MK                                         1641518.7 |
 CU0931| CU0965 ROSCOE MUNICIPAL TANK               APPROX.27.4 KM 2673558.9 |
 CU0931| CU0953 SWEETWATER WATER TANK               APPROX.15.1 KM 2684005.1 |
 CU0931| CU0959 SWEETWATER COOP COMPRESS TANK       APPROX.16.7 KM 2694112.1 |
 CU0931| CU0955 SWEETWATER MUNICIPAL APT BCN        APPROX.20.5 KM 2705033.7 |
 CU0931| CU0947 AIR BEACON 36                       APPROX. 4.1 KM 2715644.0 |
 CU0931| CU0962 SWEETWATER AF STA RADAR DOME        APPROX.21.3 KM 2720502.8 |
 CU0931| CU0956 SWEETWATER STANDPIPE                APPROX.16.1 KM 2721859.2 |
 CU0931| CU0960 SWEETWATER MUN APT BEACON           APPROX.21.2 KM 2724119.0 |
 CU0931| CU0958 SWEETWATER SW BELL TEL TOWER        APPROX.15.3 KM 2772026.4 |
 CU0931| CU0957 SWEETWATER SCHOOLHOUSE CUPOLA       APPROX.14.6 KM 2782639.0 |
 CU0931| CU0949 SWEETWATER TV STA KTXS MAST         APPROX.11.9 KM 2863241.6 |
 CU0931| CU0948 SWEETWATER FLINKOTE CO TANK         APPROX. 9.0 KM 2891946.0 |
 CU0931| CU0893 ESKOTA WATER TANK                   APPROX. 8.2 KM 3522324.3 |
 CU0931|---------------------------------------------------------------------|
 CU0931
 CU0931                          SUPERSEDED SURVEY CONTROL
 CU0931
 CU0931  NAD 83(1986)-  32 27 20.98815(N)    100 14 49.94029(W) AD(       ) 1
 CU0931  NAD 27      -  32 27 20.55600(N)    100 14 48.57400(W) AD(       ) 1
 CU0931  NGVD 29 (07/19/86)  770.4    (m)         2528.     (f) VERT ANG       
 CU0931
 CU0931.Superseded values are not recommended for survey control.
 CU0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0931.See file dsdata.txt to determine how the superseded data were derived.
 CU0931
 CU0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA8277791647(NAD 83)
 CU0931_MARKER: DD = SURVEY DISK
 CU0931_SETTING: 80 = SET IN A BOULDER
 CU0931_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CU0931
 CU0931  HISTORY     - Date     Condition        Report By
 CU0931  HISTORY     - 1908     MONUMENTED       CGS
 CU0931  HISTORY     - 1935     GOOD             CGS
 CU0931  HISTORY     - 1958     GOOD             CGS
 CU0931  HISTORY     - 1961     GOOD             CGS
 CU0931  HISTORY     - 1964     GOOD             CGS
 CU0931  HISTORY     - 1968     GOOD             CGS
 CU0931  HISTORY     - 1970     GOOD             NGS
 CU0931
 CU0931                          STATION DESCRIPTION
 CU0931
 CU0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WB)
 CU0931'STATION IS ABOUT 5-1/2 MILES IN A DIRECT LINE S FROM ESKOTA,
 CU0931'A TOWN ON THE TEXAS AND PACIFIC RAILWAY, AND ON A SOMEWHAT
 CU0931'ROUNDED KNOLL NEAR THE N EDGE OF A VERY PROMINENT RIDGE.  THE
 CU0931'STATION IS ON SOLID ROCK, ABOUT 10 METERS (33 FEET) SSE OF
 CU0931'THE HIGHEST POINT OF THIS PART OF THE RIDGE, AND IS IN THE
 CU0931'BOYD PASTURE.  IN ERECTING THE STAND, HOLES 6 INCHES SQUARE
 CU0931'AND 6 INCHES DEEP WERE DRILLED IN THE SOLID ROCK TO RECEIVE
 CU0931'THE LOWER ENDS OF THE LEGS, AND WHEN THE STAND DECAYS THESE
 CU0931'HOLES WILL SERVE AS REFERENCE MARKS.  THE STATION IS MARKED
 CU0931'WITH AN OLD TYPE STATION MARK CEMENTED INTO A DRILL HOLE IN
 CU0931'THE SOLID ROCK.  REFERENCE MARK, A CROSS CUT IN A LARGE
 CU0931'SOLID ROCK WITH A 1-INCH DRILL HOLE AT THE CENTER, IS 18.11
 CU0931'METERS (59.4 FEET) FROM THE STATION.
 CU0931'A SMALL TREE IS 22.20 METERS (72.8 FEET) FROM THE
 CU0931'STATION S 82 DEG 54 MIN E.  BEARING FROM STATION
 CU0931'OF ESKOTA WATER TANK, DISTANT ABOUT 5 MILES, N 07 DEG 37 MIN W.
 CU0931
 CU0931                          STATION RECOVERY (1935)
 CU0931
 CU0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0931'STATION IS ABOUT 5-1/2 MILES IN A DIRECT LINE S OF ESKOTA,
 CU0931'A TOWN ON THE TEXAS AND PACIFIC RAILROAD, AND ON A SOMEWHAT
 CU0931'ROUNDED KNOLL NEAR THE N EDGE OF A VERY PROMINENT RIDGE.  THE
 CU0931'STATION IS ON SOLID ROCK, ABOUT 10 METERS SSE OF THE HIGHEST
 CU0931'POINT OF THIS PART OF THE RIDGE AND IS IN THE BOYD PASTURE.
 CU0931'STATION IS MARKED WITH A STANDARD DISK.  OLD REFERENCE MARK
 CU0931'WAS RECOVERED, A CROSS CUT IN A LARGE SOLID ROCK WITH A
 CU0931'1-INCH DRILL HOLE IN THE CENTER.
 CU0931'
 CU0931'REFERENCE MARK NO. 1 IS A 1-INCH DRILL-HOLE IN BEDROCK WITH
 CU0931'A CROSS.
 CU0931'
 CU0931'REFERENCE MARK NO. 2 IS SET IN BEDROCK.
 CU0931'
 CU0931'REFERENCE MARK NO. 3 IS SET IN BEDROCK.
 CU0931'
 CU0931'AZIMUTH MARK IS S OF STATION, 90 FEET NE OF STATION FENCE.
 CU0931'
 CU0931'REACHED FROM SWEETWATER BY GOING S ON U.S. HIGHWAY 70 FOR
 CU0931'2.4 MILES TO SWEETWATER LAKE ROAD ON LEFT AND TURN LEFT.  GO
 CU0931'4.7 MILES E AND S AND TURN LEFT (E) ON CROSSROADS.  PROCEED
 CU0931'E 1.0 MILE AND TURN RIGHT (S) AT JOGGED CROSSROADS.  GO 1.0
 CU0931'MILE AND TURN LEFT (E).  GO 1.0 MILE AND TURN RIGHT (S).  GO
 CU0931'1.0 MILE AND TURN LEFT (E) ON A NARROW DIRT T-ROAD WHERE A
 CU0931'SINGLE TELEPHONE LINE RUNS E.  PROCEED E 1.0 MILE AND PASS
 CU0931'THROUGH WOODEN GATE.  GO 0.6 MILE AND PASS THROUGH GATE INTO
 CU0931'RANCH-YARD.  PASS TO THE RIGHT OF HOUSE AND GO TO THE GATE
 CU0931'AT THE E EDGE OF THE YARD.  PROCEED 0.25 MILE AND PASS
 CU0931'THROUGH WIRE GATE.  GO 0.4 MILE AND PASS THROUGH WIRE GATE.
 CU0931'FOLLOW ROAD RIGHT 0.25 MILE TO THE RANCH OF CLAUDE SWAN.
 CU0931'A ROAD RUNS N FROM HERE TOWARDS STATION 2.25 MILES TO A GATE
 CU0931'IN AN E AND W FENCE AND FROM THERE ON THE TRAVEL IS OVER
 CU0931'VERY ROUGH PASTURE LAND BETWEEN TREES AND NO ROAD TO FOLLOW.
 CU0931'FOR THE REMAINING TWO MILES A DESCRIPTION CAN NOT BE GIVEN.
 CU0931'STATION IS ON THE N END AND HIGHEST PART OF THIS RIDGE.
 CU0931'OLD TRIPOD MARKS CAN BE FOUND WHERE THE LEGS HAD BEEN SET
 CU0931'IN CONCRETE ON BEDROCK.
 CU0931
 CU0931                          STATION RECOVERY (1958)
 CU0931
 CU0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0931'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU0931'CONDITION.
 CU0931'
 CU0931'FOLLOWING IS A NEW DESCRIPTION TO DRIVE TO THE VICINITY OF THE
 CU0931'STATION.  DUE TO ROCKS AND BRUSH, THE EASIEST WAY TO REACH THE
 CU0931'STATION IS TO PACK IN FROM THE NORTH.
 CU0931'
 CU0931'TO REACH FROM SWEETWATER, FROM THE JUNCTION OF U.S. HIGHWAYS
 CU0931'80 AND 84 AND STATE HIGHWAY 70, GO EAST ON U.S. 80 AND 84 FOR
 CU0931'3.6 MILES TO JUNCTION WITH FARM ROAD 1856 AT SIGN, LAKE
 CU0931'SWEETWATER, TURN RIGHT AND GO SOUTH ON FARM ROAD 1856 FOR 1.65
 CU0931'MILES TO CROSSROADS, TURN LEFT AND GO EAST AND SOUTH FOR 1.1
 CU0931'MILES TO FORKS, TAKE LEFT FORK SOUTHEAST AND EAST FOR 4.3
 CU0931'MILES TO A STEEL GATE ON THE RIGHT, (TO REACH THE STATION ON
 CU0931'FOOT TURN RIGHT THROUGH GATE AND PICK ROAD SOUTH TO FOOT
 CU0931'OF RIDGE THEN PACK SOUTH UP RIDGE TO HIGHEST POINT AND
 CU0931'STATION), CONTINUE EAST 0.75 MILE TO ANGLING CROSSROADS, TURN
 CU0931'RIGHT AND GO SOUTH FOR 2.65 MILES TO A PUMPING STATION
 CU0931'ON THE RIGHT, CONTINUE SOUTH AND WEST ON MAIN ROAD FOR 1.05
 CU0931'MILES TO FORKS NEAR TOP OF RIDGE, TAKE RIGHT FORK AND GO
 CU0931'WESTERLY FOR 0.25 MILE TO A GATE ABOUT 0.05 MILE SOUTH OF A
 CU0931'WINDMILL.  FROM THIS POINT STATION BOYD IS ABOUT 2.0 MILES
 CU0931'NORTH-NORTHWEST AND STATION FENCE IS ABOUT 1.0 MILE
 CU0931'NORTH-NORTHWEST.  THE AZIMUTH MARK FOR BOYD IS 90 FEET EAST
 CU0931'OF STATION FENCE.  IF NECESSARY TO DRIVE TO STATION, GO
 CU0931'THROUGH GATE ABOUT 0.1 MILE WEST OF WINDMILL AND PICK ROAD
 CU0931'NORTH-NORTHWEST.
 CU0931
 CU0931                          STATION RECOVERY (1961)
 CU0931
 CU0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0931'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND 3 AND THE
 CU0931'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED IN 1935
 CU0931'AND FOUND TO BE IN GOOD CONDITION.  THE DIRECTIONS TO THE
 CU0931'REFERENCE MARKS AND THE AZIMUTH MARK WERE VERIFIED.  THE
 CU0931'DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED.  THE DISTANCE
 CU0931'TO REFERENCE MARK NO. 2 WAS FOUND TO BE .016 METERS SHORTER
 CU0931'AND THE DISTANCE TO REFERENCE MARK NO. 3 WAS FOUND TO BE .008
 CU0931'METERS SHORTER THAN THE 1935 DISTANCES.  THE FOLLOWING IS A
 CU0931'NEW AND COMPLETE DESCRIPTION.
 CU0931'
 CU0931'THE STATION IS ON A ROCKY KNOLL NEAR THE NORTH EDGE OF A VERY
 CU0931'PROMINENT RIDGE APPROXIMATELY 8 MILES SOUTHWEST OF TRENT, 2-1/2
 CU0931'MILES SOUTH OF U.S. HIGHWAY 80 AND ON PROPERTY OWNED BY MR.
 CU0931'C.L. MC CLOUD OF TRENT, TEXAS.
 CU0931'
 CU0931'TO REACH THE STATION FROM THE OVERPASS ON U.S. HIGHWAY 80 ON
 CU0931'THE NORTHWEST SIDE OF TRENT, GO WEST ON HIGHWAY 80 FOR 5.4
 CU0931'MILES TO A RAILROAD UNDERPASS.  CONTINUE WEST ON HIGHWAY
 CU0931'80 FOR 0.4 MILE TO AN EXIT ON THE RIGHT.  TURN SHARP RIGHT
 CU0931'AND GO BACK EAST ON A SERVICE ROAD FOR 0.4 MILE TO WHERE THE
 CU0931'ROAD TURNS RIGHT UNDER THE OVERPASS.  TURN RIGHT, SOUTH, ON
 CU0931'ADRAIN ROAD FOR 0.7 MILE TO A CROSSROAD.  CONTINUE SOUTH ON
 CU0931'THE MAIN ROAD FOR 2.0 MILES TO A SIDE ROAD ON THE LEFT AND
 CU0931'A CATTLE GUARD STRAIGHT AHEAD.  CONTINUE SOUTH, CROSS CATTLE
 CU0931'GUARD, ON A GRAVEL ROAD FOR 0.75 MILE TO A PUMP STATION ON
 CU0931'THE RIGHT.  CONTINUE SOUTH AND SOUTHWEST ON THE MAIN
 CU0931'GRAVELED ROAD, UPHILL, FOR 1.2 MILES TO A TRACK ROAD ON THE
 CU0931'RIGHT AT THE TOP OF THE RIDGE.  TURN SHARP RIGHT,
 CU0931'NORTHWEST, ON THE TRACK ROAD FOR 0.2 MILE TO TWO GATES AT
 CU0931'THE SOUTHEAST CORNER OF A CORRAL.  PASS THROUGH THE GATE,
 CU0931'TURN RIGHT THROUGH THE OTHER GATE AND THEN GO NORTHWEST
 CU0931'ACROSS THE CORRAL FOR 0.1 MILE TO TWO GATES (WOOD AND
 CU0931'WIRE) AT THE NORTHWEST CORNER OF THE CORRAL.  PASS
 CU0931'THROUGH THE WIRE GATE AND GO WEST AND NORTHWEST ON A DIM
 CU0931'TRACK ROAD FOR 0.2 MILE TO A DIM FORK.  BEAR RIGHT,
 CU0931'NORTHERLY, ON THE DIM TRACK ROAD FOR 0.75 MILE TO WHERE
 CU0931'THE TRACK ROAD CROSSES OVER A LARGE FLAT ROCK WHICH IS
 CU0931'APPROXIMATELY 100 FEET ACROSS.  (THE AZIMUTH MARK IS
 CU0931'APPROXIMATELY 200 YARDS EAST OF THE ROCK, ON HIGHER GROUND AND
 CU0931'73 FEET NORTH OF TRIANGULATION STATION FENCE 1935.) CONTINUE
 CU0931'NORTH ON THE DIM TRACK ROAD, ALONG THE TOP OF THE RIDGE, FOR
 CU0931'0.85 MILE TO WHERE THE TRACK ROAD ENDS.  BEAR LEFT, NORTHWESTERLY,
 CU0931'THROUGH THE BRUSH FOR APPROXIMATELY 0.1 MILE TO THE TOP OF
 CU0931'A KNOLL AND THE STATION.
 CU0931'
 CU0931'STATION MARK IS A STANDARD DISK STAMPED BOYD 1908 1935 AND IS
 CU0931'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 CU0931'
 CU0931'REFERENCE MARK NO. 1, A DRILL HOLE IN THE CENTER OF A CROSS
 CU0931'CHISELED IN THE BEDROCK.  IT IS ON THE NORTHEAST SLOPE OF THE
 CU0931'KNOLL AND 3 FEET LOWER IN ELEVATION THAN THE STATION.
 CU0931'
 CU0931'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOYD NO 2 1935,
 CU0931'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 CU0931'ON THE NORTHWEST SLOPE OF THE KNOLL AND 3 FEET LOWER IN ELEVATION
 CU0931'THAN THE STATION.  IT IS APPROXIMATELY 3 FEET EAST OF R.M. NO. 1.
 CU0931'
 CU0931'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BOYD NO 3 1935,
 CU0931'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 CU0931'ON THE SOUTHEAST SLOPE OF THE KNOLL APPROXIMATELY 3 FEET LOWER
 CU0931'IN ELEVATION THAN THE STATION.
 CU0931'
 CU0931'AZIMUTH MARK, A STANDARD DISK STAMPED BOYD AZI 1935, IS CEMENTED
 CU0931'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 73 FEET NORTH
 CU0931'OF STATION FENCE 1935.
 CU0931'
 CU0931'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CU0931'
 CU0931'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CU0931
 CU0931                          STATION RECOVERY (1964)
 CU0931
 CU0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AJ)
 CU0931'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS PREVIOUSLY
 CU0931'DESCRIBED BY H.W. KEITH IN 1961.  THE AZIMUTH MARK WAS NOT
 CU0931'SEARCHED FOR.
 CU0931'
 CU0931'THIS STATION WAS OCCUPIED BY THE GEODIMETER PARTY.
 CU0931
 CU0931                          STATION RECOVERY (1968)
 CU0931
 CU0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0931'DUE TO BRUSH ON LINE, NO MEASUREMENT BETWEEN REFERENCE MARKS WAS
 CU0931'MADE.
 CU0931'
 CU0931'STATION WAS RECOVERED AS DESCRIBED IN THE 1961 RECOVERY NOTE AND
 CU0931'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE WAS
 CU0931'FOUND IN THE DIRECTION TO REFERENCE MARK 3.
 CU0931'
 CU0931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 CU0931'SOUTHWEST OF TRENT.
 CU0931
 CU0931                          STATION RECOVERY (1970)
 CU0931
 CU0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WFF)
 CU0931'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CU0931'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED AS
 CU0931'DESCRIBED.
 CU0931'
 CU0931'THE DESCRIPTION TO REACH THE STATION AND AZIMUTH MARK IS ADEQUATE.
 CU0931'
 CU0931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2
 CU0931'MILES SOUTH OF EAKOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1709 ***********************************************************************
 FL1709  DESIGNATION -  BOYDSTON FRAISER ELEVATOR
 FL1709  PID         -  FL1709
 FL1709  STATE/COUNTY-  TX/GRAY
 FL1709  USGS QUAD   -  GROOM (1983)
 FL1709
 FL1709                         *CURRENT SURVEY CONTROL
 FL1709  ___________________________________________________________________
 FL1709* NAD 83(1993)-  35 10 58.31432(N)    101 00 52.01310(W)     ADJUSTED  
 FL1709* NAVD 88     -                                                        
 FL1709  ___________________________________________________________________
 FL1709  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FL1709  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL1709
 FL1709  HORZ ORDER  -  THIRD
 FL1709
 FL1709.The horizontal coordinates were established by classical geodetic methods
 FL1709.and adjusted by the National Geodetic Survey in February 1996..
 FL1709
 FL1709
 FL1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1709
 FL1709.The geoid height was determined by GEOID03.
 FL1709
 FL1709;                    North         East     Units Scale Factor Converg.
 FL1709;SPC TX N     - 1,131,331.664   244,222.559   MT  0.99991924   +0 16 53.0
 FL1709;SPC TX N     - 3,711,710.63    801,253.51   sFT  0.99991924   +0 16 53.0
 FL1709;UTM  14      - 3,895,180.778   316,575.362   MT  1.00001465   -1 09 39.7
 FL1709
 FL1709                          SUPERSEDED SURVEY CONTROL
 FL1709
 FL1709  NAD 83(1993)-  35 10 58.31668(N)    101 00 52.01097(W) AD(       ) 4
 FL1709  NAD 83(1986)-  35 10 58.31939(N)    101 00 52.00449(W) AD(       ) 4
 FL1709  NAD 27      -  35 10 58.14000(N)    101 00 50.46400(W) AD(       ) 3
 FL1709
 FL1709.Superseded values are not recommended for survey control.
 FL1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1709.See file dsdata.txt to determine how the superseded data were derived.
 FL1709
 FL1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD1657595181(NAD 83)
 FL1709_MARKER: 65 = GRAIN ELEVATOR
 FL1709
 FL1709  HISTORY     - Date     Condition        Report By
 FL1709  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1709
 FL1709                          STATION DESCRIPTION
 FL1709
 FL1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1709'THE EASTERN OF TWO PROMINENT CORRUGATED SHEET METAL GRAIN
 FL1709'ELEVATORS AT BOYDSTON.  ELEVATOR OWNED BY W.K. FRAISER, ON SOUTH
 FL1709'SIDE OF R.R. TRACKS, ABOUT 100 YARDS WEST OF BOYDSTON SIGN, HAS
 FL1709'SEVERAL SILVER-COLORED TANKS ON SOUTH AND WEST SIDES, AND IS 65
 FL1709'FEET HIGH.  THE TOP CENTER OF THE ELEVATOR WAS THE POINT OBSERVED
 FL1709'ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1711 ***********************************************************************
 FL1711  DESIGNATION -  BOYDSTON GROOM WHEAT GROW ELEV
 FL1711  PID         -  FL1711
 FL1711  STATE/COUNTY-  TX/GRAY
 FL1711  USGS QUAD   -  GROOM (1983)
 FL1711
 FL1711                         *CURRENT SURVEY CONTROL
 FL1711  ___________________________________________________________________
 FL1711* NAD 83(1993)-  35 10 59.62066(N)    101 00 59.04162(W)     ADJUSTED  
 FL1711* NAVD 88     -                                                        
 FL1711  ___________________________________________________________________
 FL1711  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 FL1711  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL1711
 FL1711  HORZ ORDER  -  THIRD
 FL1711
 FL1711.The horizontal coordinates were established by classical geodetic methods
 FL1711.and adjusted by the National Geodetic Survey in February 1996..
 FL1711
 FL1711
 FL1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1711
 FL1711.The geoid height was determined by GEOID03.
 FL1711
 FL1711;                    North         East     Units Scale Factor Converg.
 FL1711;SPC TX N     - 1,131,371.047   244,044.548   MT  0.99991922   +0 16 48.9
 FL1711;SPC TX N     - 3,711,839.84    800,669.49   sFT  0.99991922   +0 16 48.9
 FL1711;UTM  14      - 3,895,224.634   316,398.382   MT  1.00001545   -1 09 43.8
 FL1711
 FL1711                          SUPERSEDED SURVEY CONTROL
 FL1711
 FL1711  NAD 83(1993)-  35 10 59.62302(N)    101 00 59.03949(W) AD(       ) 4
 FL1711  NAD 83(1986)-  35 10 59.62575(N)    101 00 59.03302(W) AD(       ) 4
 FL1711  NAD 27      -  35 10 59.44500(N)    101 00 57.49300(W) AD(       ) 3
 FL1711
 FL1711.Superseded values are not recommended for survey control.
 FL1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1711.See file dsdata.txt to determine how the superseded data were derived.
 FL1711
 FL1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD1639895225(NAD 83)
 FL1711_MARKER: 65 = GRAIN ELEVATOR
 FL1711
 FL1711  HISTORY     - Date     Condition        Report By
 FL1711  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1711
 FL1711                          STATION DESCRIPTION
 FL1711
 FL1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1711'THE WESTERN OF TWO PROMINENT CORRUGATED SHEET METAL GRAIN
 FL1711'ELEVATORS AT BOYDSTON.  ELEVATOR OWNED BY GROOM WHEAT GROWERS,
 FL1711'ON SOUTH SIDE R.R. TRACKS, ABOUT 300 YARDS WEST OF BOYDSTON SIGN,
 FL1711'STANDS ALONG, AND IS 65 FEET HIGH.  THE TOP CENTER OF THE
 FL1711'ELEVATOR WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0475 ***********************************************************************
 BQ0475  DESIGNATION -  BOYKIN
 BQ0475  PID         -  BQ0475
 BQ0475  STATE/COUNTY-  TX/HUDSPETH
 BQ0475  USGS QUAD   -  BRAMLETT RANCH (1972)
 BQ0475
 BQ0475                         *CURRENT SURVEY CONTROL
 BQ0475  ___________________________________________________________________
 BQ0475* NAD 83(1993)-  30 44 40.13976(N)    105 06 12.30887(W)     ADJUSTED  
 BQ0475* NAVD 88     -      1015.     (meters)    3330.     (feet)  SCALED    
 BQ0475  ___________________________________________________________________
 BQ0475  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 BQ0475  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BQ0475
 BQ0475  HORZ ORDER  -  FIRST
 BQ0475
 BQ0475.The horizontal coordinates were established by classical geodetic methods
 BQ0475.and adjusted by the National Geodetic Survey in February 1996..
 BQ0475
 BQ0475.The orthometric height was scaled from a topographic map.
 BQ0475
 BQ0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0475
 BQ0475.The geoid height was determined by GEOID03.
 BQ0475
 BQ0475;                    North         East     Units Scale Factor Converg.
 BQ0475;SPC TX C     - 3,129,272.202   243,415.701   MT  0.99989174   -2 27 24.8
 BQ0475;SPC TX C     -10,266,620.55    798,606.35   sFT  0.99989174   -2 27 24.8
 BQ0475;UTM  13      - 3,401,289.389   490,100.753   MT  0.99960121   -0 03 10.3
 BQ0475
 BQ0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0475!SPC TX C     -   0.99984423  x   0.99989174  =   0.99973599
 BQ0475!UTM  13      -   0.99984423  x   0.99960121  =   0.99944550
 BQ0475
 BQ0475|---------------------------------------------------------------------|
 BQ0475| PID    Reference Object                     Distance      Geod. Az  |
 BQ0475|                                                           dddmmss.s |
 BQ0475| CH8454 BOYKIN RM 1                          20.250 METERS 10907     |
 BQ0475| CH8455 BOYKIN RM 2                          25.370 METERS 17958     |
 BQ0475| CH8453 BOYKIN AZ MK                                       3223553.2 |
 BQ0475|---------------------------------------------------------------------|
 BQ0475
 BQ0475                          SUPERSEDED SURVEY CONTROL
 BQ0475
 BQ0475  NAD 83(1986)-  30 44 40.14461(N)    105 06 12.30867(W) AD(       ) 1
 BQ0475  NAD 27      -  30 44 39.64300(N)    105 06 10.50900(W) AD(       ) 1
 BQ0475
 BQ0475.Superseded values are not recommended for survey control.
 BQ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0475.See file dsdata.txt to determine how the superseded data were derived.
 BQ0475
 BQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ9010101289(NAD 83)
 BQ0475_MARKER: DS = TRIANGULATION STATION DISK
 BQ0475_SETTING: 80 = SET IN A BOULDER
 BQ0475_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BQ0475
 BQ0475  HISTORY     - Date     Condition        Report By
 BQ0475  HISTORY     - 1934     MONUMENTED       CGS
 BQ0475  HISTORY     - 1980     GOOD             LOCENG
 BQ0475
 BQ0475                          STATION DESCRIPTION
 BQ0475
 BQ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0475'THIRTY-FOUR MILES, AIRLINE, SOUTHEAST OF SIERRA BLANCA, ONE
 BQ0475'MILE NORTH-NORTHEAST OF THE RIO GRANDE RIVER, ON A FLAT-TOPPED
 BQ0475'GRAVEL MESA WHICH RUNS FOR ABOUT A MILE NORTHEAST-SOUTHWEST,
 BQ0475'STARTING FROM THE RIVER TO A SMALL WHITE BUTTE AT THE SOUTHEAST
 BQ0475'END OF THE MESA, JUST WEST OF THE POINT WHERE ROAD PASSES BETWEEN
 BQ0475'TWO GRAVEL MESAS.  STATION MARK IS APPROXIMATELY 150 YARDS
 BQ0475'SOUTHWEST OF THE BUTTE, ABOUT 10 YARDS SOUTHEAST OF THE NORTH
 BQ0475'EDGE OF MESA WHERE IT BREAKS SHARPLY NORTHWEST TO AN ARROYO
 BQ0475'ABOUT 1-1/2 MILES WIDE, AND ABOUT 25 YARDS NORTH OF THE HEAD
 BQ0475'OF A DRAW RUNNING SOUTH INTO THE RIVER.
 BQ0475'
 BQ0475'TO REACH FROM SIERRA BLANCA, TAKE QUITMAN CANYON GRADED ROAD
 BQ0475'AND GO TO THE DICK LOVE RANCH.  FROM THE RANCH HOUSE GO 0.3
 BQ0475'MILE WEST TO QUITMAN ARROYO AND QUITMAN CANYON GRADED ROAD,
 BQ0475'THEN DRIVE SOUTHEAST ON MAIN ROAD 5.0 MILES TO FORKS (RIGHT
 BQ0475'FORK GOES TO THE RIVER CROSSING AND SOME BUILDINGS), TAKE LEFT
 BQ0475'FORK ON MAIN ROAD FOR 0.9 MILE TO ANOTHER FORK, CONTINUE
 BQ0475'STRAIGHT AHEAD ON LEFT FORK 2.8 MILES AND AGAIN TAKE LEFT
 BQ0475'FORK ON MAIN ROAD FOR 0.3 MILE, (RIGHT FORK GOES TO BUILDINGS
 BQ0475'ABOUT 1/4 MILE DISTANT) THEN TAKE LEFT FORK FOR 2.4 MILES TO
 BQ0475'A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE 1.3 MILES TO
 BQ0475'THE POINT WHERE ROAD PASSES BETWEEN GRAVEL RIDGES AFTER
 BQ0475'CROSSING AN ARROYO 1-1/2 MILES WIDE.  AT THIS POINT, IS A SMALL
 BQ0475'PROMINENT WHITE BUTTE TO THE WEST OF THE ROAD, WHICH MARKS EDGE
 BQ0475'OF MESA AND END OF TRUCK TRAVEL.  ROAD CONTINUES SOUTH
 BQ0475'TO THE BOYKIN RANCH AND THE RIO GRANDE RIVER.
 BQ0475'
 BQ0475'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BQ0475'SET IN BOULDERS AS DESCRIBED.
 BQ0475'
 BQ0475'REFERENCE MARKS ARE ON THE SAME MESA AS THE STATION.
 BQ0475'
 BQ0475'AZIMUTH MARK IS ON TOP OF THE MIDDLE ONE OF THREE SMALL GRAVEL
 BQ0475'KNOLLS JUTTING TO THE SOUTHEAST FROM THE FIRST GRAVEL RIDGE
 BQ0475'WHICH IS ABOUT 1-1/2 MILES NORTHWEST FROM THE STATION.  THE
 BQ0475'KNOLL IS ABOUT 65 FEET NORTHWEST OF THE ROAD AND ABOUT 35
 BQ0475'FEET HIGHER IN ELEVATION, THERE IS A SMALL ROCK CAIRN ON TOP
 BQ0475'OF IT.
 BQ0475'
 BQ0475'BLACK BUTTE IS A CONICAL MT. WEST OF EAGLE MTS.
 BQ0475'
 BQ0475'ROCKY CONICAL PEAK ON THE SOUTHEASTERN SLOPE OF EAGLE MTS.
 BQ0475'
 BQ0475'A 4-FOOT STAND WILL CLEAR ALL LINES.
 BQ0475
 BQ0475                          STATION RECOVERY (1980)
 BQ0475
 BQ0475'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0475'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3163 ***********************************************************************
 CS3163  DESIGNATION -  BOYLES
 CS3163  PID         -  CS3163
 CS3163  STATE/COUNTY-  TX/PARKER
 CS3163  USGS QUAD   -  ANNETA (1979)
 CS3163
 CS3163                         *CURRENT SURVEY CONTROL
 CS3163  ___________________________________________________________________
 CS3163* NAD 83(1993)-  32 39 42.70182(N)    097 43 47.92082(W)     ADJUSTED  
 CS3163* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 CS3163  ___________________________________________________________________
 CS3163  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 CS3163  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CS3163
 CS3163  HORZ ORDER  -  FIRST
 CS3163
 CS3163.The horizontal coordinates were established by classical geodetic methods
 CS3163.and adjusted by the National Geodetic Survey in February 1996..
 CS3163
 CS3163.The orthometric height was scaled from a topographic map.
 CS3163
 CS3163.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3163
 CS3163.The geoid height was determined by GEOID03.
 CS3163
 CS3163;                    North         East     Units Scale Factor Converg.
 CS3163;SPC TXNC     - 2,110,622.009   672,226.082   MT  0.99989561   +0 25 11.9
 CS3163;SPC TXNC     - 6,924,599.04  2,205,461.74   sFT  0.99989561   +0 25 11.9
 CS3163;UTM  14      - 3,614,514.317   619,094.747   MT  0.99977489   +0 41 07.8
 CS3163
 CS3163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3163!SPC TXNC     -   0.99994542  x   0.99989561  =   0.99984103
 CS3163!UTM  14      -   0.99994542  x   0.99977489  =   0.99972032
 CS3163
 CS3163|---------------------------------------------------------------------|
 CS3163| PID    Reference Object                     Distance      Geod. Az  |
 CS3163|                                                           dddmmss.s |
 CS3163| CX9848 BOYLES RM 2                          17.864 METERS 14424     |
 CS3163| CS3168 CARTWRIGHT                          APPROX.16.4 KM 2251953.1 |
 CS3163| CX9846 BOYLES AZ MK                                       3433232.6 |
 CS3163| CX9847 BOYLES RM 1                          18.306 METERS 35840     |
 CS3163|---------------------------------------------------------------------|
 CS3163
 CS3163                          SUPERSEDED SURVEY CONTROL
 CS3163
 CS3163  NAD 83(1986)-  32 39 42.70473(N)    097 43 47.90373(W) AD(       ) 1
 CS3163  NAD 27      -  32 39 42.23300(N)    097 43 46.79800(W) AD(       ) 1
 CS3163
 CS3163.Superseded values are not recommended for survey control.
 CS3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3163.See file dsdata.txt to determine how the superseded data were derived.
 CS3163
 CS3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1909514514(NAD 83)
 CS3163_MARKER: X = CHISELED CROSS
 CS3163_SETTING: 0 = UNSPECIFIED SETTING
 CS3163
 CS3163  HISTORY     - Date     Condition        Report By
 CS3163  HISTORY     - 1946     MONUMENTED       USGS
 CS3163  HISTORY     - 1946     SEE DESCRIPTION  CGS
 CS3163  HISTORY     - 1951     GOOD             CGS
 CS3163  HISTORY     - 1963     GOOD             CGS
 CS3163
 CS3163                          STATION DESCRIPTION
 CS3163
 CS3163'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3163'STATION IS LOCATED ON THE HIGHEST POINT ON A RAILROAD RIGHT-OF-WAY,
 CS3163'ABOUT 8 MILES SE OF WEATHERFORD, ABOUT 1/2 MILE NE OF STATE
 CS3163'HIGHWAY 171, 100 YARDS SW OF MRS. PICARDS HOUSE, 46 FEET
 CS3163'SW OF THE SW RAIL OF RAILROAD TRACKS, 12 FEET NE OF RAILROAD
 CS3163'RIGHT-OF-WAY FENCE, AND 12 FEET E OF A LONE PLUM TREE.
 CS3163'
 CS3163'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3163'IN THE TOP OF CONCRETE POSTS.  STATION DISK IS STAMPED BOYLES
 CS3163'(U.S.G.S.) 1884 AND 1946 AND PROJECTS 4 INCHES.  THE OLD
 CS3163'U.S.G.S. STATION WAS A SMALL FLAT STONE, MARKED WITH A CROSS
 CS3163'AND THE LETTERS U.S.G.S.  THIS STONE WAS REPLACED BY OUR
 CS3163'STANDARD DISK.
 CS3163'
 CS3163'REFERENCE MARK 1 IS 60.06 FEET N OF THE STATION, 29 FEET
 CS3163'SW OF THE SW RAIL OF RAILROAD TRACKS, AND 29 FEET NE OF THE
 CS3163'RAILROAD RIGHT-OF-WAY FENCE.  IT IS A BRONZE REFERENCE DISK,
 CS3163'STAMPED BOYLES U.S.G.S. 1946 NO 1 AND SET IN THE TOP OF A
 CS3163'CONCRETE POST.  IT IS FLUSH WITH GROUND.
 CS3163'
 CS3163'REFERENCE MARK 2 IS SE OF THE STATION 58.61 FEET, 26 FEET
 CS3163'SW OF RAILROAD TRACKS, 32 FEET NE OF RAILROAD RIGHT-OF-WAY
 CS3163'FENCE.  IT IS A BRONZE REFERENCE DISK, STAMPED BOYLES USGS
 CS3163'1946 NO 2 AND SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS
 CS3163'1 INCH.
 CS3163'
 CS3163'AZIMUTH MARK IS 0.3 MILE NNW OF THE STATION, 50 FEET E OF
 CS3163'TRACK ROAD, 40 FEET W OF THE W RAIL OF RAILROAD TRACKS, 17
 CS3163'FEET NE OF POWER POLE, AND 3 FEET E OF A WHITE WOODEN WITNESS
 CS3163'POST.  IT IS A BRONZE AZIMUTH DISK, STAMPED BOYLES U.S.G.S.
 CS3163'1946 AND SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS
 CS3163'2 INCHES.
 CS3163'
 CS3163'TO REACH THE STATION FROM THE COURTHOUSE IN WEATHERFORD,
 CS3163'GO S ON STATE HIGHWAY 171 FOR 7.0 MILES TO A DIRT ROAD LEFT
 CS3163'AND CATTLE GUARD.  TURN LEFT THROUGH CATTLE GUARD AND FOLLOW
 CS3163'TRACK ROAD E AND S FOR 0.7 MILE TO WIRE GATE.  PASS THROUGH
 CS3163'GATE AND FOLLOW TRACK ROAD 0.1 MILE.  TRACK ROAD TURNS LEFT
 CS3163'AND CROSSES RAILROAD TRACKS TO FARM BUILDINGS.  CONTINUE
 CS3163'STRAIGHT AHEAD ACROSS PASTURE 0.1 MILE TO RAILROAD RIGHT-OF-WAY
 CS3163'FENCE, LONE PLUM TREE, AND THE STATION ON THE POINT.
 CS3163'
 CS3163'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NW 0.3 MILE
 CS3163'TO THE AZIMUTH MARK ON THE RIGHT SIDE OF TRACK ROAD.
 CS3163
 CS3163                          STATION RECOVERY (1951)
 CS3163
 CS3163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3163'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CS3163'AS DESCRIBED.
 CS3163
 CS3163                          STATION RECOVERY (1963)
 CS3163
 CS3163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3163'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3163'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS FOUND
 CS3163'TO BE DESTROYED.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 CS3163'RAILROAD IS NOW GONE.  THE STATION MARK IS ON THE WEST BANK
 CS3163'OF THE CUT WHERE THE RAILROAD WAS, ABOUT 50 YARDS SOUTH OF
 CS3163'THE TRACK ROAD LEADING TO THE STATION.  THE STATION IS ON
 CS3163'LAND OWNED BY MR. MILTON PICKARD.
 CS3163'
 CS3163'THE STATION WAS REACHED FROM THE COURTHOUSE SQUARE IN WEATHERFORD,
 CS3163'BY GOING SOUTH ON STATE HIGHWAY 171 FOR 4.4 MILES TO THE
 CS3163'JUNCTION OF FARM ROAD 51.  THENCE CONTINUE ON STATE HIGHWAY
 CS3163'171 FOR 3.75 MILES TO A DIRT ROAD ON THE LEFT.  TURN LEFT
 CS3163'AND FOLLOW THE LANE ROAD FOR 0.3 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0864 ***********************************************************************
 FM0864  DESIGNATION -  BOYS RANCH WATER TANK
 FM0864  PID         -  FM0864
 FM0864  STATE/COUNTY-  TX/OLDHAM
 FM0864  USGS QUAD   -  BOYS RANCH EAST (1971)
 FM0864
 FM0864                         *CURRENT SURVEY CONTROL
 FM0864  ___________________________________________________________________
 FM0864* NAD 83(1993)-  35 32 00.21877(N)    102 14 58.09824(W)     ADJUSTED  
 FM0864* NAVD 88     -                                                        
 FM0864  ___________________________________________________________________
 FM0864  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 FM0864  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 FM0864
 FM0864  HORZ ORDER  -  THIRD
 FM0864
 FM0864.The horizontal coordinates were established by classical geodetic methods
 FM0864.and adjusted by the National Geodetic Survey in February 1996..
 FM0864
 FM0864
 FM0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0864
 FM0864.The geoid height was determined by GEOID03.
 FM0864
 FM0864;                    North         East     Units Scale Factor Converg.
 FM0864;SPC TX N     - 1,170,367.491   132,035.612   MT  0.99991290   -0 26 03.6
 FM0864;SPC TX N     - 3,839,780.68    433,186.84   sFT  0.99991290   -0 26 03.6
 FM0864;UTM  13      - 3,935,677.482   749,381.986   MT  1.00036646   +1 35 57.7
 FM0864
 FM0864                          SUPERSEDED SURVEY CONTROL
 FM0864
 FM0864  NAD 83(1993)-  35 32 00.22226(N)    102 14 58.09274(W) AD(       ) 4
 FM0864  NAD 83(1986)-  35 32 00.22647(N)    102 14 58.08794(W) AD(       ) 4
 FM0864  NAD 27      -  35 32 00.06900(N)    102 14 56.39200(W) AD(       ) 3
 FM0864
 FM0864.Superseded values are not recommended for survey control.
 FM0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0864.See file dsdata.txt to determine how the superseded data were derived.
 FM0864
 FM0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4938235677(NAD 83)
 FM0864_MARKER: 53 = ELEVATED TANK
 FM0864
 FM0864  HISTORY     - Date     Condition        Report By
 FM0864  HISTORY     - 1953     FIRST OBSERVED   CGS
 FM0864
 FM0864                          STATION DESCRIPTION
 FM0864
 FM0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0864'THE TANK IS LOCATED ABOUT 12 MILES AIRLINE SOUTH SOUTHEAST
 FM0864'OF CHANNING, ABOUT 1/2 MILE EAST SOUTHEAST OF BOYS RANCH,
 FM0864'ON THE EAST SOUTHEAST END OF A RIDGE ON THE NORTH SIDE OF THE
 FM0864'CANADIAN RIVER.
 FM0864'
 FM0864'THE TANK IS A LARGE STEEL TANK MOUNTED ON A FOUR LEGGED STEEL
 FM0864'STRUCTURE AND IS ABOUT 85 FEET HIGH.  THE BALL ON TOP OF THE TANK
 FM0864'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2681 ***********************************************************************
 BY2681  DESIGNATION -  BOZELL
 BY2681  PID         -  BY2681
 BY2681  STATE/COUNTY-  TX/NACOGDOCHES
 BY2681  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY2681
 BY2681                         *CURRENT SURVEY CONTROL
 BY2681  ___________________________________________________________________
 BY2681* NAD 83(1993)-  31 36 31.60975(N)    094 44 57.11418(W)     ADJUSTED  
 BY2681* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 BY2681  ___________________________________________________________________
 BY2681  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BY2681  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY2681
 BY2681  HORZ ORDER  -  SECOND
 BY2681
 BY2681.The horizontal coordinates were established by classical geodetic methods
 BY2681.and adjusted by the National Geodetic Survey in February 1996..
 BY2681
 BY2681.The orthometric height was scaled from a topographic map.
 BY2681
 BY2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2681
 BY2681.The geoid height was determined by GEOID03.
 BY2681
 BY2681;                    North         East     Units Scale Factor Converg.
 BY2681;SPC TX C     - 3,228,594.453 1,229,635.146   MT  0.99993777   +2 52 34.2
 BY2681;SPC TX C     -10,592,480.30  4,034,227.97   sFT  0.99993777   +2 52 34.2
 BY2681;UTM  15      - 3,498,401.071   334,069.479   MT  0.99993959   -0 55 01.2
 BY2681
 BY2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2681!SPC TX C     -   0.99998180  x   0.99993777  =   0.99991957
 BY2681!UTM  15      -   0.99998180  x   0.99993959  =   0.99992139
 BY2681
 BY2681:                Primary Azimuth Mark                     Grid Az
 BY2681:SPC TX C     -  528 17S                                  035 33 38.8
 BY2681:UTM  15      -  528 17S                                  039 21 14.2
 BY2681
 BY2681|---------------------------------------------------------------------|
 BY2681| PID    Reference Object                     Distance      Geod. Az  |
 BY2681|                                                           dddmmss.s |
 BY2681| CV8128 528 17S                                            0382613.0 |
 BY2681| CV8129 BOZELL RM 1                          20.335 METERS 03917     |
 BY2681| BY2687 NACOGDOCHES RAD STA KSFA MAST       APPROX.11.6 KM 0885229.1 |
 BY2681| BY2686 NACOGDOCHES MUNICIPAL TANK          APPROX. 8.3 KM 0890232.9 |
 BY2681| CV8130 BOZELL RM 2                          18.105 METERS 13118     |
 BY2681| BY2683 FERN LAKE LOOKOUT TOWER             APPROX. 8.5 KM 1505212.8 |
 BY2681|---------------------------------------------------------------------|
 BY2681
 BY2681                          SUPERSEDED SURVEY CONTROL
 BY2681
 BY2681  NAD 83(1986)-  31 36 31.62054(N)    094 44 57.10096(W) AD(       ) 2
 BY2681  NAD 27      -  31 36 30.97400(N)    094 44 56.33600(W) AD(       ) 2
 BY2681
 BY2681.Superseded values are not recommended for survey control.
 BY2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2681.See file dsdata.txt to determine how the superseded data were derived.
 BY2681
 BY2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3406998401(NAD 83)
 BY2681_MARKER: DS = TRIANGULATION STATION DISK
 BY2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BY2681
 BY2681  HISTORY     - Date     Condition        Report By
 BY2681  HISTORY     - 1949     MONUMENTED       CGS
 BY2681  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2681
 BY2681                          STATION DESCRIPTION
 BY2681
 BY2681'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2681'THE STATION IS LOCATED ABOUT 5.25 MILES DUE WEST OF NACOGDOCHES
 BY2681'ON THE HIGH POINT OF A SMALL SANDY AND TREE COVERED RIDGE AND
 BY2681'ON LAND OWNED BY TWO HUNT BROTHERS OF NACOGDOCHES.  IT IS
 BY2681'5 FEET SOUTH OF THE CENTER OF A DIM WOODS ROAD AND 24 FEET
 BY2681'SOUTH OF A TRIANGULAR BLAZED 2 FOOT PINE STUMP.  IT IS STAMPED
 BY2681'BOZELL 1948 AND PROJECTS 3 INCHES.
 BY2681'
 BY2681'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 10 FEET
 BY2681'NORTH OF THE CENTER OF THE WOODS ROAD.  IT IS STAMPED BOZELL
 BY2681'NO 1 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 BY2681'
 BY2681'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, SET ON THE
 BY2681'SOUTH SLOPE OF THE HILL.  IT IS STAMPED BOZELL NO 2 1948
 BY2681'AND PROJECTS 4 INCHES.
 BY2681'
 BY2681'THE U.S.G.S. BENCH MARK WAS USED AS THE AZIMUTH MARK.  IT IS
 BY2681'ABOUT 0.35 MILE NORTHEAST OF THE STATION, 20 FEET EAST OF THE
 BY2681'CENTER OF FIELDROAD AND 2 FEET WEST OF WITNESS POST.  IT IS
 BY2681'STAMPED 528 17S 1947 AND PROJECTS 6 INCHES.
 BY2681'
 BY2681'TO REACH THE STATION FROM THE MAIN INTERSECTIONS OF HIGHWAYS
 BY2681'AT THE COURT HOUSE IN NACOGDOCHES, GO WEST ON STATE ROUTE 21
 BY2681'FOR 5.0 MILES TO A SIDE ROAD LEFT JUST AFTER CROSSING A SMALL
 BY2681'CONCRETE BRIDGE, TURN LEFT AND FOLLOW ROAD SOUTHWEST AND
 BY2681'WEST FOR 0.7 MILE TO CATTLE GUARD AND FARM HOUSE, PASS
 BY2681'THROUGH CATTLE GUARD AND CONTINUE NORTH TO GATE JUST EAST
 BY2681'OF DAIRY BARN, PASS THROUGH GATE AND CONTINUE THROUGH BARNYARD
 BY2681'LOT TO ANOTHER GATE AND FORKS, BEAR LEFT AND FOLLOW WOODS
 BY2681'ROAD NORTHWEST FOR 0.4 MILE TO WIRE GATE INTO FIELD ON THE
 BY2681'LEFT, PASS THROUGH GATE AND CONTINUE WEST ACROSS FIELD FOR
 BY2681'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 BY2681'CONTINUE WEST ACROSS FIELD FOR 0.1 MILE TO GATE PASS THROUGH
 BY2681'GATE AND TURN RIGHT ON WOODS ROAD, FOLLOW WOODS ROAD IN A
 BY2681'WESTERLY DIRECTION FOR 0.2 MILE TO SMALL SANDY KNOLL AND
 BY2681'STATION.
 BY2681'
 BY2681'AN 87 FOOT SIGNAL AT STATION ALTO IS VISIBLE AT 37 FEET
 BY2681'
 BY2681'A 113 FOOT SIGNAL AT STATION CUSHING 1919 IS VISIBLE AT 37 FEET
 BY2681'
 BY2681'A 74 FOOT SIGNAL AT STATION APPLEBY 2 IS VISIBLE AT 37 FEET
 BY2681'
 BY2681'A 113 FOOT SIGNAL AT STATION BAKER IS VISIBLE AT 37 FEET
 BY2681'
 BY2681'A 74 FOOT SIGNAL AT STATION BERRY IS VISIBLE AT 37 FEET
 BY2681'
 BY2681'AN 87 FOOT SIGNAL AT STATION CENTRAL IS VISIBLE AT 37 FEET
 BY2681'
 BY2681'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BY2681
 BY2681                          STATION RECOVERY (1998)
 BY2681
 BY2681'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7084 ***********************************************************************
 AW7084  DESIGNATION -  BPT AP 1965 STA A2
 AW7084  PID         -  AW7084
 AW7084  STATE/COUNTY-  TX/JEFFERSON
 AW7084  USGS QUAD   -  PORT ACRES (1993)
 AW7084
 AW7084                         *CURRENT SURVEY CONTROL
 AW7084  ___________________________________________________________________
 AW7084* NAD 83(1993)-  29 57 18.04948(N)    094 01 40.80932(W)     ADJUSTED  
 AW7084* NAVD 88     -         4.15   (+/-2cm)      13.6    (feet)  VERTCON   
 AW7084  ___________________________________________________________________
 AW7084  X           -    -388,500.533 (meters)                     COMP
 AW7084  Y           -  -5,517,066.314 (meters)                     COMP
 AW7084  Z           -   3,166,042.376 (meters)                     COMP
 AW7084  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW7084  ELLIP HEIGHT-         -23.37  (meters)          (02/16/96) GPS OBS
 AW7084  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW7084
 AW7084  HORZ ORDER  -  SECOND
 AW7084  VERT ORDER  -  THIRD ? (See Below)
 AW7084  ELLP ORDER  -  FIFTH     CLASS I
 AW7084
 AW7084.This mark is at Jefferson Co (BPT) Airport (BPT)
 AW7084
 AW7084.The horizontal coordinates were established by GPS observations
 AW7084.and adjusted by the National Geodetic Survey in February 1996..
 AW7084
 AW7084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7084.The vertical order pertains to the NGVD 29 superseded value.
 AW7084
 AW7084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7084
 AW7084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7084
 AW7084.The ellipsoidal height was determined by GPS observations
 AW7084.and is referenced to NAD 83.
 AW7084
 AW7084.The geoid height was determined by GEOID03.
 AW7084
 AW7084;                    North         East     Units Scale Factor Converg.
 AW7084;SPC TXSC     - 4,245,342.326 1,079,763.602   MT  0.99992164   +2 26 09.0
 AW7084;SPC TXSC     -13,928,260.61  3,542,524.42   sFT  0.99992164   +2 26 09.0
 AW7084;SPC TX C     - 3,049,212.035 1,308,354.895   MT  1.00004707   +3 14 51.4
 AW7084;SPC TX C     -10,003,956.48  4,292,494.35   sFT  1.00004707   +3 14 51.4
 AW7084;UTM  15      - 3,314,244.897   400,804.152   MT  0.99972140   -0 30 48.0
 AW7084
 AW7084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7084!SPC TXSC     -   1.00000367  x   0.99992164  =   0.99992531
 AW7084!SPC TX C     -   1.00000367  x   1.00004707  =   1.00005074
 AW7084!UTM  15      -   1.00000367  x   0.99972140  =   0.99972507
 AW7084
 AW7084                          SUPERSEDED SURVEY CONTROL
 AW7084
 AW7084  NAD 83(1993)-  29 57 18.04887(N)    094 01 40.80942(W) AD(       ) 2
 AW7084  NGVD 29 (03/16/93)    4.14   (m)           13.6    (f) LEVELING    3  
 AW7084
 AW7084.Superseded values are not recommended for survey control.
 AW7084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7084.See file dsdata.txt to determine how the superseded data were derived.
 AW7084
 AW7084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0080414245(NAD 83)
 AW7084_MARKER: DT = TOPOGRAPHIC STATION DISK
 AW7084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7084_SP_SET: CONCRETE POST
 AW7084_STAMPING: AP 1965 STA A2
 AW7084_MARK LOGO: CGS   
 AW7084_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW7084+STABILITY: POSITION/ELEVATION WELL
 AW7084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7084+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1992
 AW7084
 AW7084  HISTORY     - Date     Condition        Report By
 AW7084  HISTORY     - 1965     MONUMENTED       CGS
 AW7084  HISTORY     - 19920615 GOOD             NGS
 AW7084  HISTORY     - 19921017 GOOD
 AW7084  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AW7084  HISTORY     - 20020806 MARK NOT FOUND   USPSQD
 AW7084
 AW7084                          STATION DESCRIPTION
 AW7084
 AW7084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AW7084'THE STATION IS LOCATED IN NEDERLAND AT THE JEFFERSON COUNTY AIRPORT ON
 AW7084'THE WEST SIDE OF THE AIRFIELD JUST SOUTH OF THE APPROACH END OF
 AW7084'RUNWAY 12.
 AW7084'TO REACH - SEE THE AIRPORT MANGER (409-722-0251, 2748 VITERBO ROAD-BOX
 AW7084'9 BEAUMONT, TX. 77705) FOR PERMISSION TO ACCESS THE AIRCRAFT
 AW7084'OPERATIONS AREA OF THE CONTROLLED AIRFIELD.
 AW7084'THE STATION MARK IS A CGS BRONZE TOPO DISK, WITH CENTER PUNCH,
 AW7084'STAMPED---AP 1965 STA A2--- SET IN A ROUND CONCRETE MONUMENT THAT IS
 AW7084'10 CM BELOW THE SURFACE. IT IS NEAR THE NORTHWEST END OF RUNWAY 12-30
 AW7084'ABOUT 1800 FT (548.6 M) SOUTHWEST OF THE TERMINAL BUILDING,50.5 FT
 AW7084'SOUTHWEST OF THE WEST CORNER AND ON RANGE WITH RUNWAY END 12, 47.8 FT
 AW7084'(14.6 M) SOUTHEASTOF THE MORE SOUTHERLY THRESHOLD LIGHT, AND11.3 FT
 AW7084'SOUTHEAST OF THE REMAINS OF A DEMOLISHED CONCRETE LIGHT BAR.
 AW7084
 AW7084                          STATION RECOVERY (1992)
 AW7084
 AW7084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AW7084'AT JEFFERSON COUNTY AIRPORT, NEAR THE NW END OF RUNWAY 12-30, ABOUT
 AW7084'1800 FT (548.6 M) SW OF THE TERMINAL BUILDING, 50.5 FT (15.4 M) SW OF
 AW7084'THE WEST CORNER AND ON RANGE WITH RUNWAY END 12.  IT IS 47.8 FT (14.6
 AW7084'M) SE OF THE MOST SOUTHERLY THRESHOLD LIGHT AND 11.3 FT (3.4 M) SE OF
 AW7084'THE SW END OF A CONCRETE LIGHT BAR.  A STANDARD TOPOGRAPHIC DISK
 AW7084'STAMPED AP 1965 STA A2, SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT,
 AW7084'2 INCHES BELOW GROUND LEVEL.
 AW7084
 AW7084                          STATION RECOVERY (1992)
 AW7084
 AW7084'RECOVERED 1992
 AW7084'RECOVERED IN GOOD CONDITION.
 AW7084
 AW7084                          STATION RECOVERY (2000)
 AW7084
 AW7084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW7084'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW7084
 AW7084                          STATION RECOVERY (2002)
 AW7084
 AW7084'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW7084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6388 ***********************************************************************
 AC6388  DESIGNATION -  BPT AP STA B2
 AC6388  PID         -  AC6388
 AC6388  STATE/COUNTY-  TX/JEFFERSON
 AC6388  USGS QUAD   -  PORT ACRES (1993)
 AC6388
 AC6388                         *CURRENT SURVEY CONTROL
 AC6388  ___________________________________________________________________
 AC6388* NAD 83(1993)-  29 56 48.75761(N)    094 00 44.75118(W)     ADJUSTED  
 AC6388* NAVD 88     -         1.4    (meters)       5.     (feet)  GPS OBS   
 AC6388  ___________________________________________________________________
 AC6388  X           -    -387,032.456 (meters)                     COMP
 AC6388  Y           -  -5,517,618.662 (meters)                     COMP
 AC6388  Z           -   3,165,259.581 (meters)                     COMP
 AC6388  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AC6388  ELLIP HEIGHT-         -25.96  (meters)          (08/08/01) GPS OBS
 AC6388  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AC6388
 AC6388  HORZ ORDER  -  THIRD
 AC6388  ELLP ORDER  -  FOURTH    CLASS I
 AC6388
 AC6388.This mark is at Jefferson Co (BPT) Airport (BPT)
 AC6388
 AC6388.The horizontal coordinates were established by GPS observations
 AC6388.and adjusted by the National Geodetic Survey in January 1998..
 AC6388
 AC6388.The orthometric height was determined by GPS observations and a
 AC6388.high-resolution geoid model.
 AC6388
 AC6388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6388
 AC6388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6388
 AC6388.The ellipsoidal height was determined by GPS observations
 AC6388.and is referenced to NAD 83.
 AC6388
 AC6388.The geoid height was determined by GEOID03.
 AC6388
 AC6388;                    North         East     Units Scale Factor Converg.
 AC6388;SPC TXSC     - 4,244,505.238 1,081,303.706   MT  0.99992012   +2 26 36.5
 AC6388;SPC TXSC     -13,925,514.27  3,547,577.24   sFT  0.99992012   +2 26 36.5
 AC6388;UTM  15      - 3,313,329.866   402,298.849   MT  0.99971777   -0 30 19.6
 AC6388
 AC6388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6388!SPC TXSC     -   1.00000408  x   0.99992012  =   0.99992420
 AC6388!UTM  15      -   1.00000408  x   0.99971777  =   0.99972185
 AC6388
 AC6388                          SUPERSEDED SURVEY CONTROL
 AC6388
 AC6388  ELLIP H (01/06/98)  -25.81   (m)                       GP(       ) 4 1
 AC6388
 AC6388.Superseded values are not recommended for survey control.
 AC6388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6388.See file dsdata.txt to determine how the superseded data were derived.
 AC6388
 AC6388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0229913330(NAD 83)
 AC6388_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6388_STAMPING: AP STA B2 1965
 AC6388_MARK LOGO: CGS   
 AC6388_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC6388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6388+STABILITY: SURFACE MOTION
 AC6388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6388+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1997
 AC6388
 AC6388  HISTORY     - Date     Condition        Report By
 AC6388  HISTORY     - 1965     MONUMENTED       NOS
 AC6388  HISTORY     - 19920615 GOOD             NGS
 AC6388  HISTORY     - 19970410 GOOD             NGS
 AC6388
 AC6388                          STATION DESCRIPTION
 AC6388
 AC6388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC6388'THIS STATION IS LOCATED AT THE JEFFERSON CO AIRPORT NEAR THE SE END OF
 AC6388'RUNWAY 30, 50.5 FT (15.4 M) SW OF THE SOUTH CORNER OF THE RUNWAY. ON
 AC6388'RANGE WITH THE SE EDGE OF THE TAXIWAY, 178.1 FT (54.3 M) SE OF A
 AC6388'RUNWAY LIGHT MARKED 59 IN THE CONCRETE AND 66.8 FT (20.4 M) NW OF A
 AC6388'RUNWAY LIGHT WITH A TAG NUMBER 55.  THE STATION IS STAMPED AP 1965 STA
 AC6388'B2.  THE STATION IS 2 INCHES BELOW THE GROUND.
 AC6388
 AC6388                          STATION RECOVERY (1997)
 AC6388
 AC6388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6388'THE STATION IS LOCATED NORTH OF PORT ARTHUR AT THE JEFFERSON COUNTY
 AC6388'AIRPORT IN A GRASSY AREA ALONG THE SOUTH EDGE OF RUNWAY 12-30 NEAR THE
 AC6388'INTERSECTION OF TAXIWAY H.  FOR ACCESS TO THE STATION CONTACT ROBERT
 AC6388'THOMAS, AIRPORT MANAGER OR GENE EAGLESON, OPERATIONS SUPERVISOR, 2748
 AC6388'VITERBO ROAD, BOX 9, BEAUMONT, TX.  THE PHONE NUMBER IS (409)
 AC6388'722-0251.  TO REACH THE STATION FROM THE JUNCTION OF U.  S. HIGHWAYS
 AC6388'69, 96, 287 AND THE EXIT FOR STATE HIGHWAY 347 PROCEEED SOUTHERLY
 AC6388'ALONG U.  S.  HIGHWAYS FOR 7.9 KM (4.90 MI) TO THE AIRPORT EXIT.  TURN
 AC6388'RIGHT AT THE END OF THE EXIT RAMP (ENTRANCE TO AIRPORT) AND PROCEED
 AC6388'FOR 0.7 KM (0.45 MI) TO A ROAD RIGHT.  TURN RIGHT AND PROCEED FOR 0.1
 AC6388'KM (0.05 MI) ALONG THE ROAD TO THE AIRPORT OFFICE ON THE RIGHT.
 AC6388'CONTINUE AHEAD ON THE ROAD FOR 0.1 KM (0.05 MI) TO A LOCKED AIRPORT
 AC6388'ENTRANCE GATE AND THE OPERATIONS MAINTENANCE SHOP ON THE LEFT.  TURN
 AC6388'LEFT AND PROCEED IN A SOUTHERLY DIRECTION THROUGH THE GATE AND ACROSS
 AC6388'A RAMP TO TAXIWAY D.  TURN LEFT AND GO SOUTHERLY ALONG TAXIWAY D FOR
 AC6388'0.6 KM (0.35 MI) TO TAXIWAY H.  TURN RIGHT AND GO WESTERLY ALONG
 AC6388'TAXIWAY H AND CROSSING RUNWAY 12-30 TO THE STATION LEFT ON THE
 AC6388'EXTENDED SOUTHERN EDGE OF THE TAXIWAY.  THE STATION IS LOCATED 54.0 M
 AC6388'(177.2 FT) SOUTHEAST OF A TAXIWAY LIGHT, 20.4 M (66.9 FT) NORTHWEST OF
 AC6388'A TAXIWAY LIGHT, 15.4 M (50.5 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 AC6388'THE RUNWAY, AND ON LINE WITH THE EXTENDED SOUTHEAST EDGE OF THE
 AC6388'TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7085 ***********************************************************************
 AW7085  SACS        -  This is a Secondary Airport Control Station.
 AW7085  DESIGNATION -  BPT C
 AW7085  PID         -  AW7085
 AW7085  STATE/COUNTY-  TX/JEFFERSON
 AW7085  USGS QUAD   -  PORT ACRES (1993)
 AW7085
 AW7085                         *CURRENT SURVEY CONTROL
 AW7085  ___________________________________________________________________
 AW7085* NAD 83(1993)-  29 57 01.77967(N)    094 01 13.01741(W)     ADJUSTED  
 AW7085* NAVD 88     -         3.20   (meters)      10.5    (feet)  GPS OBS   
 AW7085  ___________________________________________________________________
 AW7085  X           -    -387,774.654 (meters)                     COMP
 AW7085  Y           -  -5,517,367.444 (meters)                     COMP
 AW7085  Z           -   3,165,607.913 (meters)                     COMP
 AW7085  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW7085  ELLIP HEIGHT-         -24.16  (meters)          (07/20/01) GPS OBS
 AW7085  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW7085
 AW7085  HORZ ORDER  -  FIRST
 AW7085  ELLP ORDER  -  THIRD     CLASS II
 AW7085
 AW7085.This mark is at Jefferson Co (BPT) Airport (BPT)
 AW7085
 AW7085.The horizontal coordinates were established by GPS observations
 AW7085.and adjusted by the National Geodetic Survey in April 1997..
 AW7085
 AW7085.The orthometric height was determined by GPS observations and a
 AW7085.high-resolution geoid model.
 AW7085
 AW7085.GPS derived orthometric heights for airport stations designated as
 AW7085.PACS or SACS are published to 2 decimal places.  This maintains
 AW7085.centimeter relative accuracy between the PACS and SACS.  It does
 AW7085.not indicate centimeter accuracy relative to other marks which are
 AW7085.part of the NAVD 88 network.
 AW7085
 AW7085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7085
 AW7085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7085
 AW7085.The ellipsoidal height was determined by GPS observations
 AW7085.and is referenced to NAD 83.
 AW7085
 AW7085.The geoid height was determined by GEOID03.
 AW7085
 AW7085;                    North         East     Units Scale Factor Converg.
 AW7085;SPC TXSC     - 4,244,873.532 1,080,529.400   MT  0.99992079   +2 26 22.7
 AW7085;SPC TXSC     -13,926,722.58  3,545,036.87   sFT  0.99992079   +2 26 22.7
 AW7085;SPC TX C     - 3,048,754.080 1,309,127.357   MT  1.00004850   +3 15 05.7
 AW7085;SPC TX C     -10,002,454.01  4,295,028.67   sFT  1.00004850   +3 15 05.7
 AW7085;UTM  15      - 3,313,737.425   401,544.669   MT  0.99971959   -0 30 33.9
 AW7085
 AW7085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7085!SPC TXSC     -   1.00000379  x   0.99992079  =   0.99992458
 AW7085!SPC TX C     -   1.00000379  x   1.00004850  =   1.00005229
 AW7085!UTM  15      -   1.00000379  x   0.99971959  =   0.99972338
 AW7085
 AW7085                          SUPERSEDED SURVEY CONTROL
 AW7085
 AW7085  ELLIP H (04/28/97)  -24.01   (m)                       GP(       ) 3 2
 AW7085  NAD 83(1993)-  29 57 01.78016(N)    094 01 13.01802(W) AD(       ) 2
 AW7085  ELLIP H (02/16/96)  -24.03   (m)                       GP(       ) 5 1
 AW7085  NAD 83(1993)-  29 57 01.77959(N)    094 01 13.01814(W) AD(       ) 2
 AW7085  NGVD 29 (03/16/93)    3.47   (m)           11.4    (f) LEVELING    3  
 AW7085
 AW7085.Superseded values are not recommended for survey control.
 AW7085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7085.See file dsdata.txt to determine how the superseded data were derived.
 AW7085
 AW7085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0154513737(NAD 83)
 AW7085_MARKER: DD = SURVEY DISK
 AW7085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7085_SP_SET: CONCRETE POST
 AW7085_STAMPING: BPT C 1979
 AW7085_MARK LOGO: NOS   
 AW7085_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7085+STABILITY: SURFACE MOTION
 AW7085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7085+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1997
 AW7085
 AW7085  HISTORY     - Date     Condition        Report By
 AW7085  HISTORY     - 1979     MONUMENTED       NGS
 AW7085  HISTORY     - 19920615 GOOD             NGS
 AW7085  HISTORY     - 19921017 GOOD
 AW7085  HISTORY     - 19950426 GOOD             NGS
 AW7085  HISTORY     - 19970410 GOOD             NGS
 AW7085  HISTORY     - 20001231 GOOD             NGS
 AW7085  HISTORY     - 20020806 GOOD             USPSQD
 AW7085
 AW7085                          STATION DESCRIPTION
 AW7085
 AW7085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AW7085'THE STATION IS LOCATED IN NEDERLAND AT THE JEFFERSON COUNTY AIRPORT AT
 AW7085'ABOUT MIDFIELD JUST SOUTH OF RUNWAY 12-30 AND EAST OF TAXIWAY ECHO.
 AW7085'TO REACH - SEE THE AIRPORT MANGER (409-722-0251, 2748 VITERBO ROAD-BOX
 AW7085'9 BEAUMONT, TX. 77705) FOR PERMISSION TO ACCESS THE AIRCRAFT
 AW7085'OPERATIONS AREA OF THE CONTROLLED AIRFIELD.
 AW7085'THE STATION MARK IS A NOS BRONZE DISK, STAMPED---BPT C 1979--- SET IN
 AW7085'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE STATION
 AW7085'IS IN A GRASSY INFIELD BETWEEN RUNWAY 12-30, RUNWAY 16-34 AND
 AW7085'TAXIWAYS ECHO AND FOXTROT. IT IS IN LINE WITH THE EASTERN MOST ROW OF
 AW7085'TAXIWAY LIGHTS ALONG THE NORTHERN PART OF THE TAXIWAY AND IN LINE
 AW7085'WITH A FAINT OLD HOLD BAR ON THE SOUTHERN SECTION OF TAXIWAY ECHO. IT
 AW7085'IS 202.6 FT (61.8 M) SOUTHWEST OF THE SOUTHERN EDGE OF RUNWAY 12-30,
 AW7085'88.2 FT (26.9 M) SOUTHEAST OF THE EASTERN EDGE OF TAXIWAY ECHO, AND
 AW7085'78.8 FT (24.0 M) SOUTHEAST OF TAXIWAY LIGHT NUMBER 18.
 AW7085
 AW7085                          STATION RECOVERY (1992)
 AW7085
 AW7085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AW7085'LOCATED MIDFIELD NEAR THE TAXIWAY WHICH CROSSES RUNWAY 12-30, IN LINE
 AW7085'WITH THE EASTERNMOST ROW OF TAXIWAY LIGHTS ALONG THE NORTHERN PART OF
 AW7085'THE TAXIWAY AND IN LINE WITH THE OLD HOLDBAR ON THE SOUTHERN SECTION
 AW7085'OF TAXIWAY.  THE STATION IS 202.6 FT (61.8 M) SW OF THE SOUTHERN EDGE
 AW7085'OF 12-30, 88.2 FT (26.9 M) SE OF THE EASTERN EDGE OF THE TAXIWAY, AND
 AW7085'78.8 FT (24.0 M) SE OF TAXIWAY LIGHT 18.  THE MARK IS A STANDARD DISK
 AW7085'SET IN THE TOP OF A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AW7085
 AW7085                          STATION RECOVERY (1992)
 AW7085
 AW7085'RECOVERED 1992
 AW7085'RECOVERED IN GOOD CONDITION.
 AW7085
 AW7085                          STATION RECOVERY (1995)
 AW7085
 AW7085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (KRN)
 AW7085'THE STATION IS LOCATED NORTH OF PORT ARTHUR AT THE JEFFERSON COUNTY
 AW7085'AIRPORT NEAR MIDFIELD BETWEEN TAXIWAYS E AND F, AND RUNWAYS 12-30, AND
 AW7085'16-34 OWNERSHIP--JEFFERSON COUNTY.  FOR ACCESS TO THE STATION CONTACT
 AW7085'MR.  ROBERT THOMAS, AIRPORT MANAGER, OR MR.  GENE EAGLESON, OPERATIONS
 AW7085'SUPERVISOR, 2748 VITERBO ROAD BOX 9, BEAUMONT, TX.  PHONE (409)
 AW7085'722-0251.  TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAYS 69,
 AW7085'96, 287, AND THE EXIT FOR STATE HIGHWAY 347, PROCEED SOUTH ON U.S.
 AW7085'HIGHWAY 69, 96, 287 FOR 4.9 MI (7.9 KM) TO THE EXIT FOR JEFFERSON
 AW7085'COUNTY AIRPORT.  TURN RIGHT AT THE END OF THE EXIT RAMP (ENTRANCE TO
 AW7085'AIRPORT) AND PROCEED FOR 0.45 MI (0.72 KM) TO A ROAD ON THE RIGHT.
 AW7085'TURN RIGHT FOR 0.05 MI (0.08 KM) TO THE AIRPORT OFFICE ON THE RIGHT.
 AW7085'FROM THE AIRPORT OFFICE CONTINUE AHEAD FOR ABOUT 0.05 MI (0.08 KM) TO
 AW7085'A LOCKED ENTRANCE GATE AT THE OPERATIONS MAINTENANCE SHOP ON THE LEFT.
 AW7085'TURN LEFT AND PROCEED THROUGH THE GATE IN A SOUTHERLY DIRECTION ON THE
 AW7085'RAMP ROAD FOR 0.5 MI (0.8 KM) TO TAXIWAY D, AND PROCEED SOUTHEASTERLY
 AW7085'FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF TAXIWAY E.  TURN RIGHT, AND
 AW7085'PROCEED SOUTHERLY ON TAXIWAY E FOR 0.1 MI.  (0.2 KM) CROSS RUNWAY
 AW7085'12-30 AND CONTINUE AHEAD FOR ABOUT 200 FT (61.0 M) AND THE STATION ON
 AW7085'THE LEFT.  THE STATION IS 61.8 M (202.8 FT) SOUTHWEST OF THE SOUTHERN
 AW7085'EDGE OF RUNWAY 12-30, 26.9 M (88.3 FT) SOUTHEAST OF THE EASTERN EDGE
 AW7085'OF TAXIWAY E, AND 24.0 M (78.7 FT) SOUTHEAST OF TAXIWAY LIGHT NUMBER
 AW7085'18 (FIRST TAXIWAY LIGHT SOUTH OF A FAINT OLD HOLD BAR) .
 AW7085
 AW7085                          STATION RECOVERY (1997)
 AW7085
 AW7085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AW7085'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THIS STATION
 AW7085'SELECTED AS A SACS.
 AW7085
 AW7085                          STATION RECOVERY (2000)
 AW7085
 AW7085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW7085'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW7085
 AW7085                          STATION RECOVERY (2002)
 AW7085
 AW7085'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW7085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7086 ***********************************************************************
 AW7086  SACS        -  This is a Secondary Airport Control Station.
 AW7086  DESIGNATION -  BPT D
 AW7086  PID         -  AW7086
 AW7086  STATE/COUNTY-  TX/JEFFERSON
 AW7086  USGS QUAD   -  PORT ACRES (1993)
 AW7086
 AW7086                         *CURRENT SURVEY CONTROL
 AW7086  ___________________________________________________________________
 AW7086* NAD 83(1993)-  29 56 47.14453(N)    094 00 32.27933(W)     ADJUSTED  
 AW7086* NAVD 88     -         0.96   (meters)       3.1    (feet)  GPS OBS   
 AW7086  ___________________________________________________________________
 AW7086  X           -    -386,700.539 (meters)                     COMP
 AW7086  Y           -  -5,517,666.416 (meters)                     COMP
 AW7086  Z           -   3,165,216.327 (meters)                     COMP
 AW7086  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW7086  ELLIP HEIGHT-         -26.39  (meters)          (07/20/01) GPS OBS
 AW7086  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW7086
 AW7086  HORZ ORDER  -  FIRST
 AW7086  ELLP ORDER  -  THIRD     CLASS II
 AW7086
 AW7086.This mark is at Jefferson Co (BPT) Airport (BPT)
 AW7086
 AW7086.The horizontal coordinates were established by GPS observations
 AW7086.and adjusted by the National Geodetic Survey in April 1997..
 AW7086
 AW7086.The orthometric height was determined by GPS observations and a
 AW7086.high-resolution geoid model.
 AW7086
 AW7086.GPS derived orthometric heights for airport stations designated as
 AW7086.PACS or SACS are published to 2 decimal places.  This maintains
 AW7086.centimeter relative accuracy between the PACS and SACS.  It does
 AW7086.not indicate centimeter accuracy relative to other marks which are
 AW7086.part of the NAVD 88 network.
 AW7086
 AW7086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7086
 AW7086.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7086
 AW7086.The ellipsoidal height was determined by GPS observations
 AW7086.and is referenced to NAD 83.
 AW7086
 AW7086.The geoid height was determined by GEOID03.
 AW7086
 AW7086;                    North         East     Units Scale Factor Converg.
 AW7086;SPC TXSC     - 4,244,469.880 1,081,639.939   MT  0.99992003   +2 26 42.6
 AW7086;SPC TXSC     -13,925,398.26  3,548,680.37   sFT  0.99992003   +2 26 42.6
 AW7086;SPC TX C     - 3,048,366.159 1,310,243.649   MT  1.00004979   +3 15 26.7
 AW7086;SPC TX C     -10,001,181.31  4,298,691.04   sFT  1.00004979   +3 15 26.7
 AW7086;UTM  15      - 3,313,277.268   402,632.750   MT  0.99971697   -0 30 13.3
 AW7086
 AW7086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7086!SPC TXSC     -   1.00000414  x   0.99992003  =   0.99992417
 AW7086!SPC TX C     -   1.00000414  x   1.00004979  =   1.00005393
 AW7086!UTM  15      -   1.00000414  x   0.99971697  =   0.99972111
 AW7086
 AW7086                          SUPERSEDED SURVEY CONTROL
 AW7086
 AW7086  ELLIP H (04/28/97)  -26.25   (m)                       GP(       ) 3 2
 AW7086  NAD 83(1993)-  29 56 47.14498(N)    094 00 32.27974(W) AD(       ) 2
 AW7086  ELLIP H (02/16/96)  -26.27   (m)                       GP(       ) 5 1
 AW7086  NAD 83(1993)-  29 56 47.14436(N)    094 00 32.27985(W) AD(       ) 2
 AW7086  NGVD 29 (03/16/93)    1.2    (m)            4.     (f) GPS OBS        
 AW7086
 AW7086.Superseded values are not recommended for survey control.
 AW7086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7086.See file dsdata.txt to determine how the superseded data were derived.
 AW7086
 AW7086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0263313277(NAD 83)
 AW7086_MARKER: DD = SURVEY DISK
 AW7086_SETTING: 0 = UNSPECIFIED SETTING
 AW7086_SP_SET: METAL PIPE IN CONCRETE
 AW7086_STAMPING: BPT D 1992
 AW7086_MARK LOGO: NOS   
 AW7086_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7086+STABILITY: SURFACE MOTION
 AW7086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7086+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1997
 AW7086
 AW7086  HISTORY     - Date     Condition        Report By
 AW7086  HISTORY     - 1992     MONUMENTED       NOS
 AW7086  HISTORY     - 19920615 GOOD             NGS
 AW7086  HISTORY     - 19950426 GOOD             NGS
 AW7086  HISTORY     - 19970410 GOOD             NGS
 AW7086
 AW7086                          STATION DESCRIPTION
 AW7086
 AW7086'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 AW7086'THE STATION IS LOCATED IN NEDERLAND AT THE JEFFERSON COUNTY AIRPORT ON
 AW7086'THE EAST SIDE OF THE AIRPORT NEAR THE  APPROACH END  OF RUNWAY 30.
 AW7086'TO REACH - SEE THE AIRPORT MANGER (409-722-0251, 2748 VITERBO ROAD-BOX
 AW7086'9 BEAUMONT, TX. 77705) FOR PERMISSION TO ACCESS THE AIRCRAFT
 AW7086'OPERATIONS AREA OF THE CONTROLLED AIRFIELD.
 AW7086'THE STATION MARK IS A NOS ALUMINUM DISK AND ROD, STAMPED---BPT D
 AW7086'1992--- SET IN CONCRETE THAT IS RECESSED 15 CM BELOW THE GROUND. THE
 AW7086'STATION IS IN THE GRASS BETWEEN A LOCALIZER SERVICE ROAD AND THE
 AW7086'APPROACH END OF RUNWAY 30 AND ON LINE WITH THE THRESHOLD LIGHTS. IT
 AW7086'IS 64.0 M (210.0 FT) NORTH BY NORTH NORTHEAST OF THE NORTHERN MOST
 AW7086'THRESHOLD LIGHT, 19.0 M (62.3 FT) SOUTHEAST OF THE 4TH. TAXIWAT LIGHT
 AW7086'NORTH OF THE RUNWAY, 17.0 M (55.8 FT) EAST OF THE 3RD. TAXIWAY LIGHT
 AW7086'NORTH OF THE RUNWAY, 16.0 M (52.5 FT) EAST SOUTHEAST OF THE HOLD BAR
 AW7086'ON TAXIWAY DELTA, AND 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF THE
 AW7086'LOCALIZER SERVICE ROAD.
 AW7086
 AW7086                          STATION RECOVERY (1992)
 AW7086
 AW7086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AW7086'AT JEFFERSON COUNTY AIRPORT NEAR THE APPROACH END OF RUNWAY 30 IN LINE
 AW7086'WITH THE THRESHOLD LIGHTS AT RUNWAY END 30.  STATION IS APPROXIMATELY
 AW7086'192 FT (58.5 M) NNE OF THE NORTH MOST THRESHOLD LIGHT, 27 FT (8.2 M)
 AW7086'SSW OF C/L OF LOCALIZER ACCESS ROAD IN LINE WITH THE THRESHOLD LIGHTS,
 AW7086'48 FT (14.6 M) ESE OF HOLD BAR ON TAXIWAY DELTA, 51 FT (15.5 M) NE OF
 AW7086'3RD TAXILIGHT FROM RUNWAY END 30, AND 54 FT (16.5 M) SE OF THE 4TH
 AW7086'TAXILIGHT FROM RUNWAY END 30.  THE STATION IS A STANDARD NOS ALUMINUM
 AW7086'DISK STAMPED BPT D 1992 SET INTO THE TOP OF A CONCRETE MONUMENT, 2
 AW7086'INCHES BELOW THE SURFACE.
 AW7086
 AW7086                          STATION RECOVERY (1995)
 AW7086
 AW7086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (KRN)
 AW7086'THE STATION IS LOCATED NORTH OF PORT ARTHUR AT THE JEFFERSON COUNTY
 AW7086'AIRPORT NEAR RUNWAY END 30 BETWEEN TAXIWAY D, THE LOCALIZER ROAD AND
 AW7086'ON LINE WITH THE THRESHOLD LIGHTS.  OWNERSHIP--JEFFERSON COUNTY.  FOR
 AW7086'ACCESS TO THE STATION CONTACT MR.  ROBERT THOMAS, AIRPORT MANAGER, OR
 AW7086'MR.  GENE EAGLESON, OPERATIONS SUPERVISOR, 2748 VITERBO ROAD BOX 9,
 AW7086'BEAUMONT, TX.  PHONE (409) 722-0251.  TO REACH THE STATION FROM THE
 AW7086'JUNCTION OF U.S HIGHWAYS 69, 96, 287, AND THE EXIT FOR STATE HIGHWAY
 AW7086'347, PROCEED SOUTH ON U.S.  HIGHWAY 69, 96, 287 FOR 4.9 MI (7.9 KM) TO
 AW7086'THE EXIT FOR JEFFERSON COUNTY AIRPORT.  TURN RIGHT AT THE END OF THE
 AW7086'EXIT RAMP (ENTRANCE TO AIRPORT) AND PROCEED FOR 0.45 MI (0.72 KM) TO A
 AW7086'ROAD ON THE RIGHT.  TURN RIGHT FOR 0.05 MI (0.08 KM) TO THE AIRPORT
 AW7086'OFFICE ON THE RIGHT.  FROM THE AIRPORT OFFICE CONTINUE AHEAD FOR ABOUT
 AW7086'0.05 MI (0.08 KM) TO A LOCKED ENTRANCE GATE AT THE OPERATIONS
 AW7086'MAINTENANCE SHOP ON THE LEFT.  TURN LEFT AND PROCEED THROUGH THE GATE
 AW7086'IN A SOUTHERLY DIRECTION ON THE RAMP ROAD FOR 0.5 MI (0.8 KM) TO
 AW7086'TAXIWAY D, AND PROCEED SOUTHEASTERLY FOR 0.7 MI (1.1 KM) TO THE END OF
 AW7086'TAXIWAY D AND THE LOCALIZER ROAD.  CONTINUE AHEAD ON THE LOCALIZER
 AW7086'ROAD FOR ABOUT 100 FT (30.5 M) AND THE STATION ON THE RIGHT.  THE
 AW7086'STATION IS 64.0 M (210.0 FT) NORTH-NORTHEAST OF THE NORTHERN MOST
 AW7086'THRESHOLD LIGHT, 19.0 M (62.3 FT) SOUTHEAST OF THE 4TH TAXIWAY LIGHT
 AW7086'NORTH OF THE RUNWAY, 16.0 M (52.5 FT) EAST FO THE 3RD TAXIWAY LIGHT
 AW7086'NORTH OF THE RUNWAY, 16.0 M (52.5 FT) EAST-SOUTHEAST OF THE OLD HOLD
 AW7086'BAR ON TAXIWAY D, AND 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF THE
 AW7086'LOCALIZER ROAD.  STATION IS RECESSED 6 IN BELOW THE GROUND.  NOTE--THE
 AW7086'MARK APPEARS TO HAVE BEEN SET AT AN AN ANGLE WHEN IT WAS ORIGINALLY
 AW7086'MONUMENTED.  IT DOES NOT APPEAR TO HAVE BEEN STRUCK OR DISTURBED.
 AW7086
 AW7086                          STATION RECOVERY (1997)
 AW7086
 AW7086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AW7086'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THIS STATION
 AW7086'SELECTED AS A SACS.  THE STATION IS A ALUMINUM DISK ATTATCHED TO A 1.0
 AW7086'M-ALUMINUM ROAD SURROUNDED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3208 ***********************************************************************
 AB3208  PACS        -  This is a Primary Airport Control Station.
 AB3208  DESIGNATION -  BPT E
 AB3208  PID         -  AB3208
 AB3208  STATE/COUNTY-  TX/JEFFERSON
 AB3208  USGS QUAD   -  PORT ACRES (1993)
 AB3208
 AB3208                         *CURRENT SURVEY CONTROL
 AB3208  ___________________________________________________________________
 AB3208* NAD 83(1993)-  29 57 23.70161(N)    094 01 34.72440(W)     ADJUSTED  
 AB3208* NAVD 88     -         3.66   (meters)      12.0    (feet)  GPS OBS   
 AB3208  ___________________________________________________________________
 AB3208  X           -    -388,331.654 (meters)                     COMP
 AB3208  Y           -  -5,516,990.789 (meters)                     COMP
 AB3208  Z           -   3,166,192.996 (meters)                     COMP
 AB3208  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AB3208  ELLIP HEIGHT-         -23.71  (meters)          (10/24/00) GPS OBS
 AB3208  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AB3208
 AB3208  HORZ ORDER  -  B
 AB3208  ELLP ORDER  -  FOURTH    CLASS II
 AB3208
 AB3208.This mark is at Jefferson Co (BPT) Airport (BPT)
 AB3208
 AB3208.The horizontal coordinates were established by GPS observations
 AB3208.and adjusted by the National Geodetic Survey in February 1996..
 AB3208
 AB3208.The orthometric height was determined by GPS observations and a
 AB3208.high-resolution geoid model.
 AB3208
 AB3208.GPS derived orthometric heights for airport stations designated as
 AB3208.PACS or SACS are published to 2 decimal places.  This maintains
 AB3208.centimeter relative accuracy between the PACS and SACS.  It does
 AB3208.not indicate centimeter accuracy relative to other marks which are
 AB3208.part of the NAVD 88 network.
 AB3208
 AB3208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3208
 AB3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3208
 AB3208.The ellipsoidal height was determined by GPS observations
 AB3208.and is referenced to NAD 83.
 AB3208
 AB3208.The geoid height was determined by GEOID03.
 AB3208
 AB3208;                    North         East     Units Scale Factor Converg.
 AB3208;SPC TXSC     - 4,245,523.131 1,079,919.203   MT  0.99992194   +2 26 12.0
 AB3208;SPC TXSC     -13,928,853.81  3,543,034.92   sFT  0.99992194   +2 26 12.0
 AB3208;UTM  15      - 3,314,417.422   400,968.817   MT  0.99972100   -0 30 45.1
 AB3208
 AB3208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3208!SPC TXSC     -   1.00000372  x   0.99992194  =   0.99992566
 AB3208!UTM  15      -   1.00000372  x   0.99972100  =   0.99972472
 AB3208
 AB3208                          SUPERSEDED SURVEY CONTROL
 AB3208
 AB3208  ELLIP H (02/20/96)  -23.56   (m)                       GP(       ) 3 2
 AB3208
 AB3208.Superseded values are not recommended for survey control.
 AB3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3208.See file dsdata.txt to determine how the superseded data were derived.
 AB3208
 AB3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0096914417(NAD 83)
 AB3208_MARKER: I = METAL ROD
 AB3208_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3208_STAMPING: BPT E 1995
 AB3208_MARK LOGO: NGS   
 AB3208_PROJECTION: RECESSED 8 CENTIMETERS
 AB3208_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3208+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 AB3208_ROD/PIPE-DEPTH: 15.1 meters
 AB3208_SLEEVE-DEPTH  : 1.0 meters
 AB3208
 AB3208  HISTORY     - Date     Condition        Report By
 AB3208  HISTORY     - 1995     MONUMENTED       NGS
 AB3208  HISTORY     - 19950426 GOOD             NGS
 AB3208  HISTORY     - 19970410 GOOD             NGS
 AB3208  HISTORY     - 20001129 GOOD             WORTEC
 AB3208  HISTORY     - 20060825 GOOD             INDIV
 AB3208
 AB3208                          STATION DESCRIPTION
 AB3208
 AB3208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB3208'THE STATION IS LOCATED NORTH OF PORT ARTHUR AT THE JEFFERSON COUNTY
 AB3208'AIRPORT ON THE NORTHWEST SIDE OF THE AIRPORT.  OWNERSHIP--JEFFERSON
 AB3208'COUNTY.  FOR ACCESS TO THE STATION CONTACT MR.  ROBERT THOMAS, AIRPORT
 AB3208'MANAGER, OR MR.  GENE EAGLESON, OPERATIONS SUPERVISOR, 2748 VITERBO
 AB3208'ROAD BOX 9, BEAUMONT, TX.  PHONE (409) 722-0251.  TO REACH THE STATION
 AB3208'FROM THE JUNCTION OF U.S HIGHWAYS 69, 96, 287, AND THE EXIT FOR STATE
 AB3208'HIGHWAY 347, PROCEED SOUTH ON U.S.  HIGHWAY 69, 96, 287 FOR 4.9 MI
 AB3208'(7.9 KM) TO THE EXIT FOR JEFFERSON COUNTY AIRPORT. TURN RIGHT AT THE
 AB3208'END OF THE EXIT RAMP (ENTRANCE TO AIRPORT) AND PROCEED FOR 0.45 MI
 AB3208'(0.72 KM) TO A ROAD ON THE RIGHT.  TURN RIGHT FOR 0.05 MI (0.08 KM) TO
 AB3208'THE AIRPORT OFFICE ON THE RIGHT.  FROM THE AIRPORT OFFICE CONTINUE
 AB3208'AHEAD FOR ABOUT 0.05 MI (0.08 KM) TO A LOCKED ENTRANCE GATE AT THE
 AB3208'OPERATIONS MAINTENANCE SHOP ON THE LEFT.  TURN LEFT AND PROCEED
 AB3208'THROUGH THE GATE IN A SOUTHERLY DIRECTION ACROSS THE APRON FOR 0.3 MI
 AB3208'(0.5 KM) TO TAXIWAY A.  TURN RIGHT, SOUTHWEST ON TAXIWAY A FOR 0.15 MI
 AB3208'(0.24 KM) AND CROSS RUNWAY END 16.  CONTINUE AHEAD FOR ABOUT 0.20 MI
 AB3208'(0.32 KM) AND THE STATION ON THE LEFT, BETWEEN TAXIWAYS A AND D, AND
 AB3208'RUNWAY 16.  THE STATION IS 61.6 M (202.1 FT) NORTH OF THE CENTERLINE
 AB3208'OF TAXIWAY D, 25.8 M (84.6 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 AB3208'TAXIWAY A, AND 15.0 M (49.2 FT) EAST OF THE CENTER OF A LIGHTED
 AB3208'TAXIWAY SIGN FOR TAXIWAY D.  THIS IS A PAC STATION.
 AB3208
 AB3208                          STATION RECOVERY (1995)
 AB3208
 AB3208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (KRN)
 AB3208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (KRN) .  RECOVERED AS
 AB3208'DESCRIBED WITH CORRECTION.  MARKER IS A FLANGE-ENCASED ROD.
 AB3208
 AB3208                          STATION RECOVERY (1997)
 AB3208
 AB3208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB3208'RECOVERED AS DESCRIBED.
 AB3208
 AB3208                          STATION RECOVERY (2000)
 AB3208
 AB3208'RECOVERY NOTE BY WORTECH LAND SURVEYORS INC 2000
 AB3208'THE STATION IS LOCATED IN JEFFERSON COUNTY AIRPORT.
 AB3208'OWNERSHIP---JEFFERSON COUNTY-CONTACT AIRPORT MANAGER.  TO REACH THE
 AB3208'STATION FROM THE INTERSECION PROCEED THROUGH LOCKED GATE AT JEFFERSON
 AB3208'COUNTY AIRPORT OPERTIONS MAINTENANCE SHOP IN A SOUTHERLY DIRECTION
 AB3208'ACROSS THE APRON FOR 0.3 MI (0.5 KM) TO TAXIWAY A.  TURN RIGHT, SW ON
 AB3208'TAXIWAY A FOR 0.15 MI (0.24 KM) AND CROSS RUNWAY 16-34.  CONTINUE
 AB3208'AHEAD FOR 0.020 MI.  (0.032 KM) THE STATION IS ON THE LEFT BETWEEN
 AB3208'TAXIWAYS A + D AND RUNWAY 16-34.  THE STATION IS STAINLESS STEEL ROD
 AB3208'IN SIDE 6 INCH PIPE APPROC 4 CM BELOW NATURAL GROUND.  BENCHMARK
 AB3208'ACCESS COVER ON PIPE.  ROD HAS DOMED DATA POINT ATTACHED.
 AB3208
 AB3208                          STATION RECOVERY (2006)
 AB3208
 AB3208'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 AB3208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1123 ***********************************************************************
 BM1123  DESIGNATION -  BR 4
 BM1123  PID         -  BM1123
 BM1123  STATE/COUNTY-  TX/TRAVIS
 BM1123  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1123
 BM1123                         *CURRENT SURVEY CONTROL
 BM1123  ___________________________________________________________________
 BM1123* NAD 83(1993)-  30 23 23.60835(N)    097 43 21.18922(W)     ADJUSTED  
 BM1123* NAVD 88     -       240.6    (meters)     789.     (feet)  VERTCON   
 BM1123  ___________________________________________________________________
 BM1123  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 BM1123  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM1123
 BM1123  HORZ ORDER  -  FIRST
 BM1123
 BM1123.The horizontal coordinates were established by classical geodetic methods
 BM1123.and adjusted by the National Geodetic Survey in February 1996..
 BM1123
 BM1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1123
 BM1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1123
 BM1123.The geoid height was determined by GEOID03.
 BM1123
 BM1123;                    North         East     Units Scale Factor Converg.
 BM1123;SPC TX C     - 3,083,118.169   950,875.478   MT  0.99993829   +1 20 40.9
 BM1123;SPC TX C     -10,115,196.86  3,119,663.96   sFT  0.99993829   +1 20 40.9
 BM1123;UTM  14      - 3,362,681.932   622,727.380   MT  0.99978581   +0 38 46.7
 BM1123
 BM1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1123!SPC TX C     -   0.99996627  x   0.99993829  =   0.99990456
 BM1123!UTM  14      -   0.99996627  x   0.99978581  =   0.99975209
 BM1123
 BM1123                          SUPERSEDED SURVEY CONTROL
 BM1123
 BM1123  NAD 83(1986)-  30 23 23.62702(N)    097 43 21.17285(W) AD(       ) 1
 BM1123  NGVD 29 (01/26/93)  240.5    (m)          789.     (f) H LEVEL        
 BM1123
 BM1123.Superseded values are not recommended for survey control.
 BM1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1123.See file dsdata.txt to determine how the superseded data were derived.
 BM1123
 BM1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2272762682(NAD 83)
 BM1123_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BM1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM1123_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1123+STABILITY: SURFACE MOTION
 BM1123
 BM1123  HISTORY     - Date     Condition        Report By
 BM1123  HISTORY     - UNK      MONUMENTED
 BM1123  HISTORY     - 1983     GOOD             NGS
 BM1123
 BM1123                          STATION DESCRIPTION
 BM1123
 BM1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1123'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1123'CENTER, AT A JOG IN THE PERIMETER FENCE NEAR THE NORTHEAST CORNER
 BM1123'OF THE COMPLEX.
 BM1123'OWNERSHIP--DALE S. STAHLHUT-SUPERINTENDENT,
 BM1123'BALCONES RESEARCH CENTER, 10100 BURNET ROAD, AUSTIN, TX 78712,
 BM1123'TELEPHONE 512-835-3100.
 BM1123'
 BM1123'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 BM1123'AND US HIGHWAY 183 IN NORTH AUSTIN, GO NORTHWEST ON HIGHWAY 183
 BM1123'FOR 4.65 KM (2.9 MI) TO A CROSS STREET.  TURN RIGHT, NORTH, ON
 BM1123'BURNET ROAD FOR 1.45 KM (0.85 MI) TO THE ENTRANCE TO THE BALCONES
 BM1123'RESEARCH CENTER ON THE LEFT.  TURN LEFT, WEST, FOR 0.16 KM (0.1
 BM1123'MI) TO A CROSS STREET.  TURN RIGHT, NORTH, ON C. P. BONER TRAIL
 BM1123'FOR 0.16 KM (0.1 MI) TO A CHAINLINK FENCE AND GATE.  PASS THROUGH
 BM1123'GATE AND GO NORTH FOR 0.16 KM (0.1 MI) TO A TRACK ROAD.  TURN
 BM1123'RIGHT, EAST, THEN NORTH FOR 0.32 KM (0.2 MI) TO THE STATION ON
 BM1123'THE RIGHT AT THE DOUBLE FENCE CORNER.
 BM1123'
 BM1123'THE STATION IS AN UNKNOWN DISK
 BM1123'STAMPED---BR 4 789.80---,
 BM1123'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 19 CM IN DIAMETER
 BM1123'FLUSH WITH GROUND.  IT IS LOCATED
 BM1123'9.2 METER (30.2 FT) WEST FROM A UTILITY POLE OUTSIDE FENCE WITH
 BM1123'THREE TRANSFORMER, 8.53 METERS (28.0 FT) SOUTHEAST OF THE
 BM1123'PERIMETER FENCE CORNER, 8.44 METER (27.7 FT) SOUTHWEST OF THE
 BM1123'PERIMETER FENCE CORNER, AND 6.86 METERS (22.5 FT) EAST OF THE
 BM1123'TRACK ROAD CENTER.
 BM1123'
 BM1123'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.1 METERS.
 BM1123'
 BM1123'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1124 ***********************************************************************
 BM1124  DESIGNATION -  BR 5
 BM1124  PID         -  BM1124
 BM1124  STATE/COUNTY-  TX/TRAVIS
 BM1124  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1124
 BM1124                         *CURRENT SURVEY CONTROL
 BM1124  ___________________________________________________________________
 BM1124* NAD 83(1993)-  30 22 55.93128(N)    097 43 38.21201(W)     ADJUSTED  
 BM1124* NAVD 88     -       235.2    (meters)     772.     (feet)  VERTCON   
 BM1124  ___________________________________________________________________
 BM1124  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 BM1124  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM1124
 BM1124  HORZ ORDER  -  FIRST
 BM1124
 BM1124.The horizontal coordinates were established by classical geodetic methods
 BM1124.and adjusted by the National Geodetic Survey in February 1996..
 BM1124
 BM1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1124
 BM1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1124
 BM1124.The geoid height was determined by GEOID03.
 BM1124
 BM1124;                    North         East     Units Scale Factor Converg.
 BM1124;SPC TX C     - 3,082,255.508   950,441.148   MT  0.99993972   +1 20 32.2
 BM1124;SPC TX C     -10,112,366.61  3,118,239.00   sFT  0.99993972   +1 20 32.2
 BM1124;UTM  14      - 3,361,824.762   622,282.636   MT  0.99978447   +0 38 37.6
 BM1124
 BM1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1124!SPC TX C     -   0.99996712  x   0.99993972  =   0.99990684
 BM1124!UTM  14      -   0.99996712  x   0.99978447  =   0.99975160
 BM1124
 BM1124                          SUPERSEDED SURVEY CONTROL
 BM1124
 BM1124  NAD 83(1986)-  30 22 55.94988(N)    097 43 38.19555(W) AD(       ) 1
 BM1124  NGVD 29 (01/26/93)  235.1    (m)          771.     (f) H LEVEL        
 BM1124
 BM1124.Superseded values are not recommended for survey control.
 BM1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1124.See file dsdata.txt to determine how the superseded data were derived.
 BM1124
 BM1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2228361825(NAD 83)
 BM1124_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BM1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM1124_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1124+STABILITY: SURFACE MOTION
 BM1124
 BM1124  HISTORY     - Date     Condition        Report By
 BM1124  HISTORY     - UNK      MONUMENTED
 BM1124  HISTORY     - 1983     GOOD             NGS
 BM1124
 BM1124                          STATION DESCRIPTION
 BM1124
 BM1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1124'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1124'CENTER, ALONG THE SOUTH PERIMETER FENCE AROUND THE COMPLEX, ABOUT
 BM1124'190 METERS WEST OF THE SOUTHEAST CORNER OF COMPLEX.
 BM1124'OWNERSHIP--DALE S. STAHLHUT-SUPERINTENDENT, BALCONES RESEARCH
 BM1124'CENTER, THE UNIVERSITY OF TEXAS AT AUSTIN, 10100 BURNET ROAD,
 BM1124'AUSTIN, TX 78712, TELEPHONE 512-835-3100.
 BM1124'
 BM1124'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 BM1124'AND US HIGHWAY 183 IN NORTH AUSTIN, GO NORTHWEST ON HIGHWAY 183
 BM1124'FOR 4.65 KM (2.9 MI) TO A CROSS STREET.  TURN RIGHT, NORTH, ON
 BM1124'BURNET ROAD FOR 1.32 KM (0.8 MI) TO THE ENTRANCE TO THE BALCONES
 BM1124'RESEARCH CENTER ON THE LEFT.  TURN LEFT, WEST, FOR 0.23 KM (0.15
 BM1124'MI) TO THE MAIN GATE.  PASS THROUGH GATE AND CONTINUE WEST
 BM1124'0.1 KM (0.05 MI) TO A CROSS STREET.  TURN LEFT, SOUTH, ON HARRY
 BM1124'RANSOM TRAIL FOR 0.32 KM (0.2 MI) TO A CROSS STREET.  TURN LEFT,
 BM1124'EAST, (ROAD UNDER CONSTRUCTION) FOR 0.11 KM (0.05 MI) TO A FENCE
 BM1124'CORNER ON THE LEFT AND AN OLD FENCE LINE AND TRACK ROAD ON THE
 BM1124'RIGHT.  TURN RIGHT, SOUTH, ON TRACK ROAD FOR 0.05 KM (0.1 MI) TO
 BM1124'THE PERIMETER FENCE AND THE STATION.
 BM1124'
 BM1124'THE STATION IS AN UNKNOWN DISK
 BM1124'STAMPED---BR 5 772.05---,
 BM1124'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 BM1124'RECESSED 1 CM BELOW THE GROUND.  IT IS LOCATED
 BM1124'0.6 METER (1.95 FT) NORTH FROM THE PERIMETER FENCE, 0.8 METER,
 BM1124'(2.6 FT) WEST FROM THE REMAINS OF THE INTERIOR FENCE LINE, 49.35
 BM1124'METERS (161.9 FT) WEST FROM A UTILITY POLE OUTSIDE THE PERIMETER
 BM1124'FENCE, AND 45.0 METERS (147.6 FT) EAST OF A UTILITY POLE OUTSIDE
 BM1124'THE PERIMETER FENCE.
 BM1124'
 BM1124'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 BM1124'THIS STATION SET BY PERSONS UNKNOWN.  NO DATA AVAILABLE ABOUT AN
 BM1124'UNDERGROUND MARK.
 BM1124'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1125 ***********************************************************************
 BM1125  DESIGNATION -  BR 7
 BM1125  PID         -  BM1125
 BM1125  STATE/COUNTY-  TX/TRAVIS
 BM1125  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1125
 BM1125                         *CURRENT SURVEY CONTROL
 BM1125  ___________________________________________________________________
 BM1125* NAD 83(1993)-  30 23 07.52024(N)    097 43 58.44944(W)     ADJUSTED  
 BM1125* NAVD 88     -       232.1    (meters)     761.     (feet)  VERTCON   
 BM1125  ___________________________________________________________________
 BM1125  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 BM1125  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BM1125
 BM1125  HORZ ORDER  -  FIRST
 BM1125
 BM1125.The horizontal coordinates were established by classical geodetic methods
 BM1125.and adjusted by the National Geodetic Survey in February 1996..
 BM1125
 BM1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1125
 BM1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1125
 BM1125.The geoid height was determined by GEOID03.
 BM1125
 BM1125;                    North         East     Units Scale Factor Converg.
 BM1125;SPC TX C     - 3,082,599.619   949,892.679   MT  0.99993912   +1 20 21.7
 BM1125;SPC TX C     -10,113,495.58  3,116,439.56   sFT  0.99993912   +1 20 21.7
 BM1125;UTM  14      - 3,362,175.478   621,738.487   MT  0.99978283   +0 38 27.6
 BM1125
 BM1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1125!SPC TX C     -   0.99996761  x   0.99993912  =   0.99990673
 BM1125!UTM  14      -   0.99996761  x   0.99978283  =   0.99975045
 BM1125
 BM1125                          SUPERSEDED SURVEY CONTROL
 BM1125
 BM1125  NAD 83(1986)-  30 23 07.53881(N)    097 43 58.43302(W) AD(       ) 1
 BM1125  NGVD 29 (01/26/93)  232.0    (m)          761.     (f) H LEVEL        
 BM1125
 BM1125.Superseded values are not recommended for survey control.
 BM1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1125.See file dsdata.txt to determine how the superseded data were derived.
 BM1125
 BM1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2173862175(NAD 83)
 BM1125_MARKER: DH = HORIZONTAL CONTROL DISK
 BM1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM1125_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1125+STABILITY: SURFACE MOTION
 BM1125
 BM1125  HISTORY     - Date     Condition        Report By
 BM1125  HISTORY     - 1983     MONUMENTED       NGS
 BM1125
 BM1125                          STATION DESCRIPTION
 BM1125
 BM1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1125'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1125'CENTER, NEAR THE SOUTHWEST CORNER OF THE COMPLEX.
 BM1125'OWNERSHIP--DALE S. STAHLHUT-SUPERINTENDENT, BALCONES RESEARCH
 BM1125'CENTER, THE UNIVERSITY OF TEXAS AT AUSTIN, 10100 BURNET ROAD,
 BM1125'AUSTIN, TX 78712, TELEPHONE 512-835-3100.
 BM1125'
 BM1125'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 BM1125'AND US HIGHWAY 183 IN NORTH AUSTIN, GO NORTHWEST ON HIGHWAY 183
 BM1125'FOR 4.65 KM (2.9 MI) TO A CROSS STREET.  TURN RIGHT, NORTH, ON
 BM1125'BURNET ROAD FOR 1.32 KM (0.8 MI) TO THE ENTRANCE TO THE BALCONES
 BM1125'RESEARCH CENTER ON THE LEFT.  TURN LEFT, WEST, FOR 0.23 KM (0.15
 BM1125'MI) TO THE MAIN GATE.  CONTINUE AHEAD FOR 0.45 KM (0.3 MI) TO A
 BM1125'CROSS STREET.  TURN LEFT, SOUTH, ON NEILS THOMPSON DRIVE FOR 0.3
 BM1125'KM (0.15 MI) TO A CROSS DITCH AND FENCE CORNER ON THE RIGHT, JUST
 BM1125'BEFORE REACHING PERIMETER GATE.  TURN RIGHT, WEST, ACROSS GRASS
 BM1125'AND OLD ROAD FOR 0.08 KM (0.05 MI) TO STATION ALONG FENCE AROUND
 BM1125'A STORAGE YARD.
 BM1125'
 BM1125'THE STATION IS A STANDARD NGS DISK
 BM1125'STAMPED---BR 7 1983---,
 BM1125'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM1125'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 BM1125'4.70 METER (15.4 FT) SOUTH FROM STORAGE YARD FENCE, 7.0 METERS
 BM1125'23.0 FT) SOUTHEAST FROM THE STORAGE YARD FENCE CORNER, 4.7 METERS
 BM1125'(15.4 FT) EAST FROM A US GEOLOGICAL SURVEY WEATHER STATION BOX,
 BM1125'AND 21.4 METERS (70.5 FT) WEST FROM THE NORTH GUYWIRE TO A
 BM1125'MICROWAVE TOWER.
 BM1125'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BM1125'STAMPED---BR 7 1983---,
 BM1125'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BM1125'
 BM1125'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 BM1125'STAMPED---BR 7 NO 1 1983---,
 BM1125'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM1125'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 BM1125'1.84 METER (6.0 FT) SOUTH FROM THE STORAGE YARD FENCE, 29.5
 BM1125'METERS (96.8 FT) EAST FROM THE STORAGE YARD FENCE CORNER, 3.6
 BM1125'METERS (12.7 FT) NORTHEAST OF THE NORTH GUYWIRE TO A MICROWAVE
 BM1125'TOWER, AND 1.84 METERS (6.0 FT) NORTHWEST FROM THE NORTHWEST
 BM1125'CORNER OF A FLUSH CONCRETE AND METAL ELECTRICAL CONDUIT BOX.
 BM1125'MARK IS LEVEL WITH STATION.
 BM1125'
 BM1125'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 BM1125'STAMPED---BR 7 NO 2 1983---,
 BM1125'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM1125'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 BM1125'0.75 METER (2.45 FT) SOUTHWEST FROM THE NORTHWEST FENCE CORNER
 BM1125'AROUND A MICROWAVE TOWER, 3.8 METERS (12.45 FT) SOUTH FROM THE
 BM1125'CENTER OF A ONE METER DEEP DRAIN DITCH, AND 31.0 METERS (101.7
 BM1125'FT) SOUTHEAST FROM THE WEATHER STATION BOX.
 BM1125'MARK IS BELOW STATION 0.3 METERS.
 BM1125'
 BM1125'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 19.0 METERS.
 BM1125'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1126 ***********************************************************************
 BM1126  DESIGNATION -  BR ZERO
 BM1126  PID         -  BM1126
 BM1126  STATE/COUNTY-  TX/TRAVIS
 BM1126  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1126
 BM1126                         *CURRENT SURVEY CONTROL
 BM1126  ___________________________________________________________________
 BM1126* NAD 83(1993)-  30 23 17.03256(N)    097 43 43.09312(W)     ADJUSTED  
 BM1126* NAVD 88     -       238.6    (meters)     783.     (feet)  VERTCON   
 BM1126  ___________________________________________________________________
 BM1126  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 BM1126  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM1126
 BM1126  HORZ ORDER  -  FIRST
 BM1126
 BM1126.The horizontal coordinates were established by classical geodetic methods
 BM1126.and adjusted by the National Geodetic Survey in February 1996..
 BM1126
 BM1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1126
 BM1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1126
 BM1126.The geoid height was determined by GEOID03.
 BM1126
 BM1126;                    North         East     Units Scale Factor Converg.
 BM1126;SPC TX C     - 3,082,902.035   950,295.661   MT  0.99993863   +1 20 29.7
 BM1126;SPC TX C     -10,114,487.76  3,117,761.68   sFT  0.99993863   +1 20 29.7
 BM1126;UTM  14      - 3,362,472.913   622,145.062   MT  0.99978406   +0 38 35.5
 BM1126
 BM1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1126!SPC TX C     -   0.99996659  x   0.99993863  =   0.99990522
 BM1126!UTM  14      -   0.99996659  x   0.99978406  =   0.99975066
 BM1126
 BM1126                          SUPERSEDED SURVEY CONTROL
 BM1126
 BM1126  NAD 83(1986)-  30 23 17.05117(N)    097 43 43.07673(W) AD(       ) 1
 BM1126  NGVD 29 (01/26/93)  238.5    (m)          782.     (f) VERT ANG       
 BM1126
 BM1126.Superseded values are not recommended for survey control.
 BM1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1126.See file dsdata.txt to determine how the superseded data were derived.
 BM1126
 BM1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2214562473(NAD 83)
 BM1126_MARKER: DH = HORIZONTAL CONTROL DISK
 BM1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM1126_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1126+STABILITY: SURFACE MOTION
 BM1126
 BM1126  HISTORY     - Date     Condition        Report By
 BM1126  HISTORY     - 1983     MONUMENTED       NGS
 BM1126
 BM1126                          STATION DESCRIPTION
 BM1126
 BM1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1126'THE STATION IS LOCATED IN NORTH AUSTIN AT THE BALCONES RESEARCH
 BM1126'CENTER, ABOUT 0.15 KM (0.1 MI) WEST OF THE MAIN WATER TANK.
 BM1126'OWNERSHIP--DALE S. STAHLHUT-SUPERINTENDENT, BALCONES RESEARCH
 BM1126'CENTER, THE UNIVERSITY OF TEXAS AT AUSTIN, 10100 BURNET ROAD,
 BM1126'AUSTIN TX 78712, TELEPHONE 512-835-3100.
 BM1126'
 BM1126'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 BM1126'AND US HIGHWAY 183 IN NORTH AUSTIN, GO NORTHWEST ON HIGHWAY 183
 BM1126'FOR 4.65 KM (2.9 MI) TO A CROSS STREET.  TURN RIGHT, NORTH, ON
 BM1126'BURNET ROAD FOR 1.3 KM (0.8 MI) TO THE ENTRANCE TO THE BALCONES
 BM1126'RESEARCH CENTER ON THE LEFT.  TURN LEFT, WEST, ON THE PAVED
 BM1126'STREET FOR 0.23 KM (0.15 MI) TO THE MAIN GATE.  CONTINUE AHEAD
 BM1126'FOR 0.1 KM (0.05 MI) TO A CROSS STREET (HARRY RANSOM TRAIL).
 BM1126'CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO A STREET RIGHT.  TURN RIGHT,
 BM1126'NORTH ON BEVO TRAIL FOR 0.1 KM (0.05 MI) TO THE STATION ON THE
 BM1126'RIGHT, JUST SOUTH OF BUILDING 27.
 BM1126'
 BM1126'THE STATION IS A STANDARD NGS DISK
 BM1126'STAMPED---BR ZERO 1983---,
 BM1126'SET IN OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM1126'RECESSED 1 CM BELOW THE GROUND.  IT IS LOCATED
 BM1126'21.5 METER (70.5 FT) SOUTH FROM SOUTHEAST CORNER OF BUILDING 27
 BM1126'(WOMENS GYM), 20.1 METERS (65,8 FT) EAST FROM THE CENTER OF BEVO
 BM1126'TRAIL, 23.4 METERS (76.8 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST
 BM1126'CORNER OF BUILDING 27, AND 0.9 METER (3 FT) EAST FROM THE
 BM1126'EXTENDED EAST WALL OF BUILDING 27.
 BM1126'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 BM1126'STAMPED---BR ZERO 1983---,
 BM1126'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 BM1126'
 BM1126'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 BM1126'STAMPED---BR ZERO NO 1 1983---,
 BM1126'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM1126'RECESSED 1 CM BELOW THE GROUND.  IT IS LOCATED
 BM1126'20.1 METER (66.0 FT) EAST FROM CENTER OF BEVO TRAIL, 1.62 METERS
 BM1126'(5.3 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING 27,
 BM1126'AND 0.6 METER (2 FT) EAST OF THE EXTENDED EAST WALL OF BUILDING
 BM1126'27.
 BM1126'MARK IS LEVEL WITH STATION.
 BM1126'
 BM1126'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 BM1126'STAMPED---BR ZERO NO 2 1983---,
 BM1126'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 BM1126'RECESSED 1 CM BELOW THE GROUND.  IT IS LOCATED
 BM1126'31.9 METER (104.8 FT) SOUTHWEST FROM SOUTHWEST CORNER OF BUILDING
 BM1126'27, 21.6 METERS (71.0 FT) NORTH-NORTHEAST OF NORTHEAST CORNER OF
 BM1126'BUILDING 67, 17.1 METERS (56.0 FT) EAST OF A ROAD CENTER, AND 12.
 BM1126'12.3 METERS (40.5 FT) WEST FROM THE CENTER OF BEVO TRAIL.
 BM1126'MARK IS 1.5 METERS BELOW THE STATION.
 BM1126'
 BM1126'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.7 METERS.
 BM1126'
 BM1126'DESCRIBED BY C. E. GOEGHEGAN, TYPED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1800 ***********************************************************************
 AY1800  DESIGNATION -  BRACKEN
 AY1800  PID         -  AY1800
 AY1800  STATE/COUNTY-  TX/COMAL
 AY1800  USGS QUAD   -  SCHERTZ (1992)
 AY1800
 AY1800                         *CURRENT SURVEY CONTROL
 AY1800  ___________________________________________________________________
 AY1800* NAD 83(1993)-  29 36 34.38373(N)    098 19 20.43775(W)     ADJUSTED  
 AY1800* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 AY1800  ___________________________________________________________________
 AY1800  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AY1800  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AY1800
 AY1800  HORZ ORDER  -  SECOND
 AY1800
 AY1800.The horizontal coordinates were established by classical geodetic methods
 AY1800.and adjusted by the National Geodetic Survey in February 1996..
 AY1800
 AY1800.The orthometric height was scaled from a topographic map.
 AY1800
 AY1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1800
 AY1800.The geoid height was determined by GEOID03.
 AY1800
 AY1800;                    North         East     Units Scale Factor Converg.
 AY1800;SPC TXSC     - 4,197,042.612   665,630.368   MT  0.99987469   +0 19 55.2
 AY1800;SPC TXSC     -13,769,797.30  2,183,822.30   sFT  0.99987469   +0 19 55.2
 AY1800;UTM  14      - 3,275,713.444   565,613.494   MT  0.99965312   +0 20 05.4
 AY1800
 AY1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1800!SPC TXSC     -   0.99996599  x   0.99987469  =   0.99984069
 AY1800!UTM  14      -   0.99996599  x   0.99965312  =   0.99961912
 AY1800
 AY1800:                Primary Azimuth Mark                     Grid Az
 AY1800:SPC TXSC     -  SELMA PERPETUAL HELP CATH CH             150 25 49.3
 AY1800:UTM  14      -  SELMA PERPETUAL HELP CATH CH             150 25 39.1
 AY1800
 AY1800|---------------------------------------------------------------------|
 AY1800| PID    Reference Object                     Distance      Geod. Az  |
 AY1800|                                                           dddmmss.s |
 AY1800| AY1803 SELMA PERPETUAL HELP CATH CH        APPROX. 3.1 KM 1504544.5 |
 AY1800| AY1806 RANDOLPH AFB ADMIN BLDG BEACON      APPROX. 9.0 KM 1544551.6 |
 AY1800| CV4332 BRACKEN RM 3                         19.222 METERS 16429     |
 AY1800| CV4330 BRACKEN RM 1                         22.833 METERS 18202     |
 AY1800| AY1804 COMMANCHE LOOKOUT TOWER             APPROX. 5.1 KM 2382226.8 |
 AY1800| CV4329 BRACKEN AZ MK                                      2504549.5 |
 AY1800| CV4331 BRACKEN RM 2                         21.503 METERS 26707     |
 AY1800|---------------------------------------------------------------------|
 AY1800
 AY1800                          SUPERSEDED SURVEY CONTROL
 AY1800
 AY1800  NAD 83(1986)-  29 36 34.38934(N)    098 19 20.42035(W) AD(       ) 2
 AY1800  NAD 27      -  29 36 33.57000(N)    098 19 19.37200(W) AD(       ) 2
 AY1800
 AY1800.Superseded values are not recommended for survey control.
 AY1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1800.See file dsdata.txt to determine how the superseded data were derived.
 AY1800
 AY1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6561375713(NAD 83)
 AY1800_MARKER: DS = TRIANGULATION STATION DISK
 AY1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1800
 AY1800  HISTORY     - Date     Condition        Report By
 AY1800  HISTORY     - 1953     MONUMENTED       CGS
 AY1800  HISTORY     - 1953     GOOD             AMS
 AY1800  HISTORY     - 1967     GOOD             USGS
 AY1800  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AY1800  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1800
 AY1800                          STATION DESCRIPTION
 AY1800
 AY1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1800'THE STATION IS LOCATED 0.15 MILE WEST OF THE BRACKEN RAILROAD
 AY1800'STATION, ON THE NORTH RIGHT OF WAY OF THE MISSOURI PACIFIC
 AY1800'RAILROAD TRACKS.
 AY1800'
 AY1800'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1800'POST SET FLUSH WITH THE SURFACE.  IT IS 82 FEET SOUTH OF THE
 AY1800'CENTER LINE OF NACOGDOCHES ROAD, 35.5 FEET SOUTH OF THE RIGHT
 AY1800'OF WAY FENCE LINE AND 24 FEET NORTH OF SIGNAL BLOCK NO. 2411.
 AY1800'IT IS STAMPED BRACKEN 1953.
 AY1800'
 AY1800'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AY1800'CONCRETE POST PROJECTING 5 INCHES.  IT IS 35 FEET SOUTH
 AY1800'OF THE SOUTH RAIL OF THE M.P.RR. TRACKS, 34 FEET SOUTHWEST
 AY1800'OF SIGNAL BLOCK NO. 2410, 12.5 FEET NORTH OF THE RIGHT OF WAY
 AY1800'FENCE LINE.  IT IS STAMPED BRACKEN NO. 1 1953.
 AY1800'
 AY1800'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AY1800'CONCRETE POST PROJECTING 6 INCHES.  IT IS 68 FEET SOUTH OF
 AY1800'THE CENTER LINE OF NACOGDOCHES ROAD, 45 FEET NORTH OF THE
 AY1800'NORTH RAIL OF THE M.P.RR. TRACKS, 24 FEET SOUTH OF A FENCE
 AY1800'LINE AND 18 INCHES SOUTHEAST OF TELEGRAPH POLE NO. SA98.
 AY1800'IT IS STAMPED BRACKEN NO. 2 1953.
 AY1800'
 AY1800'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1800'POST PROJECTING 5 INCHES.  IT IS 0.15 MILE WEST OF A RAILROAD
 AY1800'OVERPASS, 26 FEET SOUTH OF THE CENTER LINE OF NACOGDOCHES
 AY1800'ROAD, 3 FEET EAST OF A WITNESS POST, 1.0 FOOT NORTH OF A FENCE
 AY1800'LINE AND IT IS STAMPED BRACKEN 1953.
 AY1800'
 AY1800'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON NACOGDOCHES
 AY1800'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED ABOVE.
 AY1800'
 AY1800'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AY1800
 AY1800                          STATION RECOVERY (1953)
 AY1800
 AY1800'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1800'THE STATION IS 6 FEET NORTH OF THE TOP OF SLIGHT CUT IN RAIL
 AY1800'ROAD EMBANKMENT.  IT IS 82 FEET SOUTH OF THE CENTERLINE OF
 AY1800'E-W PAVED ROAD.  IT IS 95 FEET W-SW OF THE SOUTHWEST CORNER
 AY1800'OF BUILDING, AND IT IS 203 FEET E-SE OF THE CENTER OF SMALL
 AY1800'ISLAND AT T-INTERSECTION OF ROADS.  STATION WAS RECOVERED
 AY1800'IN GOOD CONDITION.
 AY1800
 AY1800                          STATION RECOVERY (1967)
 AY1800
 AY1800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY1800'STATION DESTROYED.  POST WAS FOUND NEAR SITE UPROOTED AND
 AY1800'LYING ON ITS SIDE.  CAP WAS REMOVED BY ENGINEER.
 AY1800'
 AY1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.15 MILES
 AY1800'WEST OF BRACKEN RAILROAD STATION.
 AY1800
 AY1800                          STATION RECOVERY (1969)
 AY1800
 AY1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AY1800'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH
 AY1800'MARK WERE FOUND IN GOOD CONDITION.  THE STATION MARK (SURFACE
 AY1800'HAS BEEN UPROOTED AND THE DISK WAS SALVAGED BY THE USGS.
 AY1800'REFERENCE MARK 1 WAS FOUND UPROOTED AND IN A FENCE LINE.
 AY1800'A NEW SURFACE STATION MARK AND REFERENCE MARK 3 WERE SET.
 AY1800'THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE DIRECTION
 AY1800'WAS FOUND TO BE IN ERROR.  A NEW DESCRIPTION FOLLOWS--
 AY1800'
 AY1800'STATION IS A STANDARD DISK STAMPED BRACKEN 1953 1969 SET
 AY1800'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES,
 AY1800'155 FEET NORTHWEST OF RAILROAD SIGNAL LIGHT NO. 2410, 162
 AY1800'FEET NORTHWEST OF SWITCH FOR SIDE TRACK TO BRACKEN, 95 FEET
 AY1800'SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING, 82 FEET SOUTH
 AY1800'OF THE CENTERLINE OF NACOGDOCHES ROAD, 32 FEET NORTH OF THE
 AY1800'NORTH RAIL OF THE TRACK, 35 FEET SOUTH OF A FENCE, 1 FOOT
 AY1800'SOUTH OF A METAL WITNESS POST AND ON RAILROAD RIGHT-OF-WAY.
 AY1800'
 AY1800'REFERENCE MARK 2 IS 68 FEET SOUTH OF THE CENTERLINE OF THE
 AY1800'ROAD, 45 FEET NORTH OF THE NORTH RAIL OF THE TRACK AND 4
 AY1800'FEET SOUTHEAST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS
 AY1800'6 INCHES AND THE DISK IS STAMPED BRACKEN NO 2 1953.
 AY1800'
 AY1800'REFERENCE MARK 3 IS 65 FEET EAST OF A TELEPHONE POLE, 25
 AY1800'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 21 FEET NORTH
 AY1800'OF A FENCE AND 9 FEET NORTH OF THE CENTERLINE OF A DIRT
 AY1800'ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 AY1800'BRACKEN 1953 NO 3 1969.
 AY1800'
 AY1800'THE AZIMUTH MARK IS 45 FEET SOUTHWEST OF A 60 INCH WATER
 AY1800'OAK TREE, 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 AY1800'SOUTH OF A METAL WITNESS POST, 1 FOOT NORTH OF A FENCE AND
 AY1800'ABOUT 200 FEET EAST OF POINT WHERE ROAD TURNS SOUTH.  THE
 AY1800'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BRACKEN 1953.
 AY1800'
 AY1800'THE STATION MARK IS 0.1 MILE EAST OF RAILROAD UNDERPASS AT
 AY1800'THE WEST EDGE OF BRACKEN AND THE AZIMUTH MARK IS 0.15 MILE
 AY1800'WEST OF THE UNDERPASS OF THE RAILROAD AND NACOGDOCHES ROAD.
 AY1800'MR. GEORGE SIMON LIVES NORTH AND ACROSS THE ROAD FROM THE
 AY1800'STATION.
 AY1800'
 AY1800'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AY1800'
 AY1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BRACKEN
 AY1800
 AY1800                          STATION RECOVERY (1989)
 AY1800
 AY1800'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0626 ***********************************************************************
 AZ0626  DESIGNATION -  BRACKETTVILLE ARMY POST FLAG
 AZ0626  PID         -  AZ0626
 AZ0626  STATE/COUNTY-  TX/KINNEY
 AZ0626  USGS QUAD   -  BRACKETTVILLE (1974)
 AZ0626
 AZ0626                         *CURRENT SURVEY CONTROL
 AZ0626  ___________________________________________________________________
 AZ0626* NAD 83(1993)-  29 18 20.25916(N)    100 25 16.87622(W)     ADJUSTED  
 AZ0626* NAVD 88     -                                                        
 AZ0626  ___________________________________________________________________
 AZ0626  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AZ0626  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0626
 AZ0626  HORZ ORDER  -  THIRD
 AZ0626
 AZ0626.The horizontal coordinates were established by classical geodetic methods
 AZ0626.and adjusted by the National Geodetic Survey in February 1996..
 AZ0626
 AZ0626
 AZ0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0626
 AZ0626.The geoid height was determined by GEOID03.
 AZ0626
 AZ0626;                    North         East     Units Scale Factor Converg.
 AZ0626;SPC TXSC     - 4,164,008.043   461,936.404   MT  0.99986337   -0 41 46.8
 AZ0626;SPC TXSC     -13,661,416.39  1,515,536.35   sFT  0.99986337   -0 41 46.8
 AZ0626;UTM  14      - 3,242,685.466   361,961.944   MT  0.99983512   -0 41 44.9
 AZ0626
 AZ0626                          SUPERSEDED SURVEY CONTROL
 AZ0626
 AZ0626  NAD 83(1986)-  29 18 20.25339(N)    100 25 16.85684(W) AD(       ) 4
 AZ0626  NAD 27      -  29 18 19.40000(N)    100 25 15.57000(W) AD(       ) 3
 AZ0626
 AZ0626.Superseded values are not recommended for survey control.
 AZ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0626.See file dsdata.txt to determine how the superseded data were derived.
 AZ0626
 AZ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT6196242685(NAD 83)
 AZ0626_MARKER: 62 = FLAGPOLE
 AZ0626
 AZ0626  HISTORY     - Date     Condition        Report By
 AZ0626  HISTORY     - 1918     FIRST OBSERVED   CGS
 AZ0626
 AZ0626                          STATION DESCRIPTION
 AZ0626
 AZ0626'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0623 ***********************************************************************
 AZ0623  DESIGNATION -  BRACKETTVILLE HOUSE CUPOLA
 AZ0623  PID         -  AZ0623
 AZ0623  STATE/COUNTY-  TX/KINNEY
 AZ0623  USGS QUAD   -  BRACKETTVILLE (1974)
 AZ0623
 AZ0623                         *CURRENT SURVEY CONTROL
 AZ0623  ___________________________________________________________________
 AZ0623* NAD 83(1993)-  29 18 10.90199(N)    100 25 21.69908(W)     ADJUSTED  
 AZ0623* NAVD 88     -                                                        
 AZ0623  ___________________________________________________________________
 AZ0623  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AZ0623  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0623
 AZ0623  HORZ ORDER  -  THIRD
 AZ0623
 AZ0623.The horizontal coordinates were established by classical geodetic methods
 AZ0623.and adjusted by the National Geodetic Survey in February 1996..
 AZ0623
 AZ0623
 AZ0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0623
 AZ0623.The geoid height was determined by GEOID03.
 AZ0623
 AZ0623;                    North         East     Units Scale Factor Converg.
 AZ0623;SPC TXSC     - 4,163,721.587   461,802.776   MT  0.99986340   -0 41 49.2
 AZ0623;SPC TXSC     -13,660,476.57  1,515,097.94   sFT  0.99986340   -0 41 49.2
 AZ0623;UTM  14      - 3,242,399.017   361,828.323   MT  0.99983558   -0 41 47.1
 AZ0623
 AZ0623                          SUPERSEDED SURVEY CONTROL
 AZ0623
 AZ0623  NAD 83(1986)-  29 18 10.89622(N)    100 25 21.67969(W) AD(       ) 4
 AZ0623  NAD 27      -  29 18 10.05000(N)    100 25 20.39000(W) AD(       ) 3
 AZ0623
 AZ0623.Superseded values are not recommended for survey control.
 AZ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0623.See file dsdata.txt to determine how the superseded data were derived.
 AZ0623
 AZ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT6182842399(NAD 83)
 AZ0623_MARKER: 86 = CUPOLA
 AZ0623
 AZ0623  HISTORY     - Date     Condition        Report By
 AZ0623  HISTORY     - 1918     FIRST OBSERVED   CGS
 AZ0623  HISTORY     - 19960524 MARK NOT FOUND   USPSQD
 AZ0623
 AZ0623                          STATION DESCRIPTION
 AZ0623
 AZ0623'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0622 ***********************************************************************
 AZ0622  DESIGNATION -  BRACKETTVILLE MUNICIPAL TANK
 AZ0622  PID         -  AZ0622
 AZ0622  STATE/COUNTY-  TX/KINNEY
 AZ0622  USGS QUAD   -  BRACKETTVILLE (1974)
 AZ0622
 AZ0622                         *CURRENT SURVEY CONTROL
 AZ0622  ___________________________________________________________________
 AZ0622* NAD 83(1993)-  29 19 00.99191(N)    100 24 51.19206(W)     ADJUSTED  
 AZ0622* NAVD 88     -                                                        
 AZ0622  ___________________________________________________________________
 AZ0622  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AZ0622  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0622
 AZ0622  HORZ ORDER  -  THIRD
 AZ0622
 AZ0622.The horizontal coordinates were established by classical geodetic methods
 AZ0622.and adjusted by the National Geodetic Survey in February 1996..
 AZ0622
 AZ0622
 AZ0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0622
 AZ0622.The geoid height was determined by GEOID03.
 AZ0622
 AZ0622;                    North         East     Units Scale Factor Converg.
 AZ0622;SPC TXSC     - 4,165,253.505   462,644.543   MT  0.99986329   -0 41 34.2
 AZ0622;SPC TXSC     -13,665,502.54  1,517,859.64   sFT  0.99986329   -0 41 34.2
 AZ0622;UTM  14      - 3,243,930.897   362,670.054   MT  0.99983272   -0 41 33.2
 AZ0622
 AZ0622                          SUPERSEDED SURVEY CONTROL
 AZ0622
 AZ0622  NAD 83(1986)-  29 19 00.98618(N)    100 24 51.17268(W) AD(       ) 4
 AZ0622  NAD 27      -  29 19 00.14500(N)    100 24 49.88900(W) AD(       ) 3
 AZ0622
 AZ0622.Superseded values are not recommended for survey control.
 AZ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0622.See file dsdata.txt to determine how the superseded data were derived.
 AZ0622
 AZ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT6267043931(NAD 83)
 AZ0622_MARKER: 51 = TANK
 AZ0622
 AZ0622  HISTORY     - Date     Condition        Report By
 AZ0622  HISTORY     - 1935     FIRST OBSERVED   CGS
 AZ0622  HISTORY     - 19960524 GOOD             USPSQD
 AZ0622
 AZ0622                          STATION DESCRIPTION
 AZ0622
 AZ0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0622'POINT OBSERVED UPON IS THE FINIAL ATOP OF THE MUNICIPAL STEEL
 AZ0622'WATER TANK LOCATED IN NORTH-CENTRAL PART OF TOWN AND ABOUT
 AZ0622'100 YARDS W OF HIGH SCHOOL.  TANK IS ABOUT 100 FEET HIGH AND IS
 AZ0622'PAINTED BLACK AND YELLOW ON TOP.
 AZ0622
 AZ0622                          STATION RECOVERY (1996)
 AZ0622
 AZ0622'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6631 ***********************************************************************
 AW6631  DESIGNATION -  BRACY
 AW6631  PID         -  AW6631
 AW6631  STATE/COUNTY-  TX/HARRIS
 AW6631  USGS QUAD   -  HUMBLE (1995)
 AW6631
 AW6631                         *CURRENT SURVEY CONTROL
 AW6631  ___________________________________________________________________
 AW6631* NAD 83(1993)-  29 54 04.56646(N)    095 18 50.28366(W)     ADJUSTED  
 AW6631* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AW6631  ___________________________________________________________________
 AW6631  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6631  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW6631
 AW6631  HORZ ORDER  -  SECOND
 AW6631
 AW6631.The horizontal coordinates were established by classical geodetic methods
 AW6631.and adjusted by the National Geodetic Survey in February 1996..
 AW6631
 AW6631.The orthometric height was scaled from a topographic map.
 AW6631
 AW6631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6631
 AW6631.The geoid height was determined by GEOID03.
 AW6631
 AW6631;                    North         East     Units Scale Factor Converg.
 AW6631;SPC TXSC     - 4,234,794.588   955,912.793   MT  0.99991195   +1 48 21.0
 AW6631;SPC TXSC     -13,893,655.24  3,136,190.56   sFT  0.99991195   +1 48 21.0
 AW6631;UTM  15      - 3,310,095.080   276,571.811   MT  1.00021595   -1 09 14.4
 AW6631
 AW6631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6631!SPC TXSC     -   1.00000117  x   0.99991195  =   0.99991312
 AW6631!UTM  15      -   1.00000117  x   1.00021595  =   1.00021712
 AW6631
 AW6631:                Primary Azimuth Mark                     Grid Az
 AW6631:SPC TXSC     -  HUMBLE MUNICIPAL TANK                    021 50 07.2
 AW6631:UTM  15      -  HUMBLE MUNICIPAL TANK                    024 47 42.6
 AW6631
 AW6631|---------------------------------------------------------------------|
 AW6631| PID    Reference Object                     Distance      Geod. Az  |
 AW6631|                                                           dddmmss.s |
 AW6631| AW6632 HUMBLE MUNICIPAL TANK               APPROX.11.5 KM 0233828.2 |
 AW6631| CV6940 BRACY RM 1                           43.970 METERS 11124     |
 AW6631| CV6939 BRACY AZ MK 2                                      1670145.7 |
 AW6631| AW6661 HOUSTON DENVER HARBOR MUN TANK      APPROX.13.7 KM 1744216.4 |
 AW6631| AW6690 HOUSTON TRINITY CEMENT CO STK       APPROX.16.0 KM 1864441.8 |
 AW6631| CV6938 BRACY AZ MK                                        1875803.8 |
 AW6631| CV6941 BRACY RM 2                           25.203 METERS 20510     |
 AW6631| AW6643 NORTH HOUSTON MUNICIPAL TANK        APPROX. 7.3 KM 2071108.7 |
 AW6631|---------------------------------------------------------------------|
 AW6631
 AW6631                          SUPERSEDED SURVEY CONTROL
 AW6631
 AW6631  NAD 83(1986)-  29 54 04.58131(N)    095 18 50.26549(W) AD(       ) 2
 AW6631  NAD 27      -  29 54 03.77706(N)    095 18 49.49774(W) AD(       ) 2
 AW6631
 AW6631.Superseded values are not recommended for survey control.
 AW6631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6631.See file dsdata.txt to determine how the superseded data were derived.
 AW6631
 AW6631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7657210095(NAD 83)
 AW6631_MARKER: DS = TRIANGULATION STATION DISK
 AW6631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6631
 AW6631  HISTORY     - Date     Condition        Report By
 AW6631  HISTORY     - 1942     MONUMENTED       CGS
 AW6631  HISTORY     - 1952     GOOD             CGS
 AW6631  HISTORY     - 1973     GOOD             NGS
 AW6631
 AW6631                          STATION DESCRIPTION
 AW6631
 AW6631'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6631'STATION IS ABOUT 10 MILES N OF THE HOUSTON POST OFFICE, 0.1
 AW6631'MILE W OF U.S. HIGHWAY 59 AND ON THE HIGHEST PART OF A SMALL
 AW6631'RISE ON THE BRACY PROPERTY.  IT IS ABOUT 85 YARDS WNW OF
 AW6631'THE BRACY HOUSE, 42 FEET ESE OF THE NW CORNER OF A YOUNG
 AW6631'PECAN ORCHARD, AND 18 FEET S OF A ROW OF YOUNG PINE TREES.
 AW6631'IT IS STAMPED BRACY 1942 AND PROJECTS 8 INCHES.
 AW6631'
 AW6631'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW6631'BRONZE DISKS SET IN CONCRETE.
 AW6631'
 AW6631'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 35 YARDS NW
 AW6631'OF THE BRACY HOUSE, 10 FEET W OF A SMALL COW SHED, AND 1 FOOT
 AW6631'W OF A FENCE.  IT IS STAMPED BRACY NO. 1 1942 AND PROJECTS
 AW6631'7 INCHES.
 AW6631'
 AW6631'REFERENCE MARK NO. 2 IS ESE OF THE STATION, 5 FEET N OF A
 AW6631'FENCE CORNER, 4 FEET S OF A WHITE REFERENCE POST, AND 1 FOOT
 AW6631'E OF A FENCE.  IT IS STAMPED BRACY NO. 2 1942 AND PROJECTS
 AW6631'6 INCHES.
 AW6631'
 AW6631'THE AZIMUTH MARK IS ABOUT 0.25 MILE S OF THE STATION, 48
 AW6631'FEET E OF THE CENTER LINE OF U.S. HIGHWAY 59, 12 FEET S OF
 AW6631'A POWER LINE POLE, 4 FEET S OF A WHITE REFERENCE POST, AND
 AW6631'1 FOOT W OF A FENCE LINE.  IT IS STAMPED BRACY 1942 AND PROJECTS
 AW6631'7 INCHES.
 AW6631'
 AW6631'TO REACH FROM THE RICE HOTEL IN HOUSTON GO N ON MAIN STREET,
 AW6631'U.S. HIGHWAYS 75 AND 59, FOR 1.6 MILES AND TURN RIGHT, FOLLOWING
 AW6631'THE U.S. HIGHWAY 59 SIGNS, GO 1.4 MILES AND TURN LEFT, N,
 AW6631'FOLLOWING THE U.S. HIGHWAY 59 SIGNS, GO 8.4 MILES TO THE AZIMUTH
 AW6631'MARK ON THE E SIDE OF THE HIGHWAY AND ACROSS THE HIGHWAY FROM
 AW6631'THE ZIG ZAG CAFE, CONTINUE 0.25 MILE TO THE BRACY FARMHOUSE
 AW6631'ON THE W SIDE OF THE HIGHWAY.  THE STATION IS ABOUT 85 YARDS
 AW6631'WNW OF THE BRACY HOUSE.
 AW6631'
 AW6631'A 90-FOOT SIGNAL AT LACKLAND IS VISIBLE AT 90 FEET.
 AW6631'
 AW6631'A 77-FOOT SIGNAL AT PRIMARY TRAVERSE STATION 127 (U.S.G.S.)
 AW6631'IS VISIBLE AT 90 FEET.
 AW6631'
 AW6631'90-FOOT SIGNALS AT WAYNE, HAFER, AND GRIFFITH ARE VISIBLE
 AW6631'AT 77 FEET.
 AW6631'
 AW6631'77-FOOT SIGNALS AT SPURCK AND SPRING ARE VISIBLE AT 77 FEET.
 AW6631
 AW6631                          STATION RECOVERY (1952)
 AW6631
 AW6631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6631'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW6631'NO. 2 WERE RECOVERED AND WERE FOUND IN EXCELLENT CONDITION.
 AW6631'A THOROUGH SEARCH WAS MADE FOR THE 1942 AZIMUTH MARK BUT
 AW6631'IT COULD NOT BE FOUND AND IS BELIEVED DESTROYED.  A NEW
 AW6631'AZIMUTH MARK WAS ESTABLISHED.
 AW6631'
 AW6631'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW6631'
 AW6631'THE STATION IS LOCATED ABOUT 10.0 MILES NORTH OF THE HOUSTON
 AW6631'POST OFFICE, ABOUT 7.5 MILES SOUTH OF HUMBLE AND ABOUT 0.1
 AW6631'MILE WEST OF U.S. HIGHWAY NO. 59 ON THE HIGHEST POINT OF A
 AW6631'SMALL RISE ON PROPERTY BELONGING TO MR. BRACY WHO LIVES JUST
 AW6631'SOUTH OF THE STATION.  IT IS SET IN THE NORTHWEST CORNER OF
 AW6631'A SMALL PECAN GROVE, 35.0 FEET EAST OF A FENCE, 23.0 FEET
 AW6631'SOUTH OF A FENCE AND 19.0 FEET SOUTH OF A ROW OF PINE TREES.
 AW6631'IT PROJECTS 10 INCHES AND IS STAMPED BRACY 1942.
 AW6631'
 AW6631'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST SLOPE OF THE RISE
 AW6631'AND IS ABOUT 2.5 FEET BELOW THE ELEVATION OF THE STATION.  IT
 AW6631'IS 35.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 AW6631'TIN BUILDING AND 28.0 FEET WEST OF A FENCE.  IT PROJECTS
 AW6631'10 INCHES AND IS STAMPED BRACY NO 1 1942.
 AW6631'
 AW6631'REFERENCE MARK NO. 2 IS LOCATED ABOUT 35 YARDS NORTH OF A
 AW6631'HOUSE, 5.0 FEET NORTHEAST OF A LARGE PINE TREE, 4.0 FEET
 AW6631'SOUTH OF A WITNESS POST AND 0.5 FOOT EAST OF A FENCE.  IT
 AW6631'PROJECTS 8 INCHES AND IS STAMPED BRACY NO 2 1942.
 AW6631'
 AW6631'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW6631'NO. 2 IS 170.46 FEET.
 AW6631'
 AW6631'THE AZIMUTH MARK IS 48.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 AW6631'NO. 59, 22.0 FEET NORTH OF A TELEPHONE POLE, 2.5 FEET WEST
 AW6631'OF A FENCE AND 1.0 FOOT WEST OF A WITNESS POST.  IT PROJECTS
 AW6631'6 INCHES AND IS STAMPED BRACY 1942 RESET 1952.
 AW6631'
 AW6631'TO REACH THE STATION FROM THE RICE HOTEL IN HOUSTON, GO
 AW6631'NORTH ON MAIN STREET FOR 1.6 MILES TO WHERE U.S. HIGHWAY
 AW6631'NO. 75 CONTINUES STRAIGHT AHEAD AND U.S. HIGHWAY NO. 59
 AW6631'TURNS TO THE RIGHT.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY
 AW6631'NO. 59 FOR 1.4 MILES TO WHERE U.S. HIGHWAY TURNS LEFT, TURN
 AW6631'LEFT AND GO NORTH ON U.S. HIGHWAY NO. 59 FOR 8.2 MILES TO
 AW6631'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH
 AW6631'ON U.S. HIGHWAY NO. 59 FOR 0.2 MILE TO A DRIVEWAY ON THE LEFT,
 AW6631'TURN LEFT AND GO ALONG THE SOUTH SIDE OF A BRICK HOUSE TO
 AW6631'A GATE, PASS THROUGH THIS GATE AND GO NORTHWEST THROUGH A
 AW6631'SMALL PECAN GROVE TO THE NORTHWEST CORNER AND THE STATION AS
 AW6631'DESCRIBED.
 AW6631
 AW6631                          STATION RECOVERY (1973)
 AW6631
 AW6631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 AW6631'STATION BRACY 1942, R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 AW6631'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW6631'
 AW6631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 AW6631'NORTH OF HOUSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0664 ***********************************************************************
 CT0664  DESIGNATION -  BRAD
 CT0664  PID         -  CT0664
 CT0664  STATE/COUNTY-  TX/TAYLOR
 CT0664  USGS QUAD   -  TUSCOLA (1967)
 CT0664
 CT0664                         *CURRENT SURVEY CONTROL
 CT0664  ___________________________________________________________________
 CT0664* NAD 83(1993)-  32 07 49.30867(N)    099 51 16.39731(W)     ADJUSTED  
 CT0664* NAVD 88     -       616.905  (meters)    2023.96   (feet)  ADJUSTED  
 CT0664  ___________________________________________________________________
 CT0664  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CT0664  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CT0664  DYNAMIC HT  -         616.099 (meters)    2021.32  (feet)  COMP
 CT0664  MODELED GRAV-     979,312.3   (mgal)                       NAVD 88
 CT0664
 CT0664  HORZ ORDER  -  SECOND
 CT0664  VERT ORDER  -  SECOND    CLASS 0
 CT0664
 CT0664.The horizontal coordinates were established by classical geodetic methods
 CT0664.and adjusted by the National Geodetic Survey in February 1996..
 CT0664
 CT0664.The orthometric height was determined by differential leveling
 CT0664.and adjusted by the National Geodetic Survey in June 1991..
 CT0664
 CT0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0664
 CT0664.The geoid height was determined by GEOID03.
 CT0664
 CT0664.The dynamic height is computed by dividing the NAVD 88
 CT0664.geopotential number by the normal gravity value computed on the
 CT0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0664.degrees latitude (g = 980.6199 gals.).
 CT0664
 CT0664.The modeled gravity was interpolated from observed gravity values.
 CT0664
 CT0664;                    North         East     Units Scale Factor Converg.
 CT0664;SPC TXNC     - 2,052,244.955   472,188.729   MT  1.00000082   -0 44 19.6
 CT0664;SPC TXNC     - 6,733,073.66  1,549,172.52   sFT  1.00000082   -0 44 19.6
 CT0664;SPC TX C     - 3,273,230.941   745,180.439   MT  1.00007571   +0 14 47.8
 CT0664;SPC TX C     -10,738,925.18  2,444,812.82   sFT  1.00007571   +0 14 47.8
 CT0664;UTM  14      - 3,555,205.361   419,395.838   MT  0.99968012   -0 27 16.3
 CT0664
 CT0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0664!SPC TXNC     -   0.99990725  x   1.00000082  =   0.99990807
 CT0664!SPC TX C     -   0.99990725  x   1.00007571  =   0.99998295
 CT0664!UTM  14      -   0.99990725  x   0.99968012  =   0.99958740
 CT0664
 CT0664|---------------------------------------------------------------------|
 CT0664| PID    Reference Object                     Distance      Geod. Az  |
 CT0664|                                                           dddmmss.s |
 CT0664| CT0666 BRAD RM 1                            25.810 METERS 03922     |
 CT0664| CT0665 BRAD RM 2                            15.914 METERS 09049     |
 CT0664| CT0669 DRAB                                APPROX. 1.1 KM 1065733.0 |
 CT0664|---------------------------------------------------------------------|
 CT0664
 CT0664                          SUPERSEDED SURVEY CONTROL
 CT0664
 CT0664  NAD 83(1986)-  32 07 49.31562(N)    099 51 16.38399(W) AD(       ) 2
 CT0664  NAD 27      -  32 07 48.81100(N)    099 51 15.08130(W) AD(       ) 2
 CT0664  NGVD 29 (??/??/92)  616.77   (m)         2023.5    (f) COMPUTED    2 0
 CT0664
 CT0664.Superseded values are not recommended for survey control.
 CT0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0664.See file dsdata.txt to determine how the superseded data were derived.
 CT0664
 CT0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1939655205(NAD 83)
 CT0664_MARKER: DS = TRIANGULATION STATION DISK
 CT0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0664_STAMPING: BRAD 1961
 CT0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0664+STABILITY: SURFACE MOTION
 CT0664
 CT0664  HISTORY     - Date     Condition        Report By
 CT0664  HISTORY     - 1961     MONUMENTED       CGS
 CT0664  HISTORY     - 19940708 MARK NOT FOUND   USPSQD
 CT0664
 CT0664                          STATION DESCRIPTION
 CT0664
 CT0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0664'3.6 MI NE FROM BRADSHAW.
 CT0664'0.1 MILE EAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT BRADSHAW,
 CT0664'THENCE 2.8 MILES NORTH ALONG U.S. HIGHWAY 83, THENCE 0.5 MILE EAST
 CT0664'ALONG FARM ROAD 604, THENCE 0.2 MILE NORTH ALONG A PAVED ROAD, 84.7
 CT0664'FEET SOUTHEAST OF R.M. 1, 52.2 FEET WEST OF R.M. 2, 4.5 FEET NORTHEAST
 CT0664'OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE
 CT0664'POST PROJECTING 4 INCHES ABOVE GROUND.
 CT0664
 CT0664                          STATION RECOVERY (1994)
 CT0664
 CT0664'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0666 ***********************************************************************
 CT0666  DESIGNATION -  BRAD RM 1
 CT0666  PID         -  CT0666
 CT0666  STATE/COUNTY-  TX/TAYLOR
 CT0666  USGS QUAD   -  TUSCOLA (1967)
 CT0666
 CT0666                         *CURRENT SURVEY CONTROL
 CT0666  ___________________________________________________________________
 CT0666* NAD 83(1986)-  32 07 49.     (N)    099 51 21.     (W)     SCALED    
 CT0666* NAVD 88     -       616.445  (meters)    2022.45   (feet)  ADJUSTED  
 CT0666  ___________________________________________________________________
 CT0666  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CT0666  DYNAMIC HT  -         615.640 (meters)    2019.81  (feet)  COMP
 CT0666  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 CT0666
 CT0666  VERT ORDER  -  SECOND    CLASS 0
 CT0666
 CT0666.The horizontal coordinates were scaled from a topographic map and have
 CT0666.an estimated accuracy of +/- 6 seconds.
 CT0666
 CT0666.The orthometric height was determined by differential leveling
 CT0666.and adjusted by the National Geodetic Survey in June 1991..
 CT0666
 CT0666.The geoid height was determined by GEOID03.
 CT0666
 CT0666.The dynamic height is computed by dividing the NAVD 88
 CT0666.geopotential number by the normal gravity value computed on the
 CT0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0666.degrees latitude (g = 980.6199 gals.).
 CT0666
 CT0666.The modeled gravity was interpolated from observed gravity values.
 CT0666
 CT0666;                    North         East    Units  Estimated Accuracy
 CT0666;SPC TXNC     - 2,052,240.      472,070.      MT  (+/- 180 meters Scaled)
 CT0666
 CT0666                          SUPERSEDED SURVEY CONTROL
 CT0666
 CT0666  NGVD 29 (??/??/92)  616.31   (m)         2022.0    (f) COMPUTED    2 0
 CT0666
 CT0666.Superseded values are not recommended for survey control.
 CT0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0666.See file dsdata.txt to determine how the superseded data were derived.
 CT0666
 CT0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA192551(NAD 83)
 CT0666_MARKER: DR = REFERENCE MARK DISK
 CT0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0666_STAMPING: BRAD NO 1 1961
 CT0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0666+STABILITY: SURFACE MOTION
 CT0666
 CT0666  HISTORY     - Date     Condition        Report By
 CT0666  HISTORY     - 1961     MONUMENTED       CGS
 CT0666  HISTORY     - 19940708 MARK NOT FOUND   USPSQD
 CT0666
 CT0666                          STATION DESCRIPTION
 CT0666
 CT0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0666'3.6 MI NE FROM BRADSHAW.
 CT0666'0.1 MILE EAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT BRADSHAW,
 CT0666'THENCE 2.8 MILES NORTH ALONG U.S. HIGHWAY 83, THENCE 0.5 MILE EAST
 CT0666'ALONG FARM ROAD 604, THENCE 0.2 MILE NORTH ALONG A PAVED ROAD, 84.7
 CT0666'FEET NORTHEAST OF A TRIANGULATION STATION, 69 FEET NORTH OF THE
 CT0666'SOUTHEAST FENCE CORNER, SET IN TOP OF A SQUARE CONCRETE POST
 CT0666'PROJECTING 3 INCHES ABOVE GROUND.
 CT0666
 CT0666                          STATION RECOVERY (1994)
 CT0666
 CT0666'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0665 ***********************************************************************
 CT0665  DESIGNATION -  BRAD RM 2
 CT0665  PID         -  CT0665
 CT0665  STATE/COUNTY-  TX/TAYLOR
 CT0665  USGS QUAD   -  TUSCOLA (1967)
 CT0665
 CT0665                         *CURRENT SURVEY CONTROL
 CT0665  ___________________________________________________________________
 CT0665* NAD 83(1986)-  32 07 49.     (N)    099 51 21.     (W)     SCALED    
 CT0665* NAVD 88     -       615.971  (meters)    2020.90   (feet)  ADJUSTED  
 CT0665  ___________________________________________________________________
 CT0665  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CT0665  DYNAMIC HT  -         615.166 (meters)    2018.26  (feet)  COMP
 CT0665  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 CT0665
 CT0665  VERT ORDER  -  SECOND    CLASS 0
 CT0665
 CT0665.The horizontal coordinates were scaled from a topographic map and have
 CT0665.an estimated accuracy of +/- 6 seconds.
 CT0665
 CT0665.The orthometric height was determined by differential leveling
 CT0665.and adjusted by the National Geodetic Survey in June 1991..
 CT0665
 CT0665.The geoid height was determined by GEOID03.
 CT0665
 CT0665.The dynamic height is computed by dividing the NAVD 88
 CT0665.geopotential number by the normal gravity value computed on the
 CT0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0665.degrees latitude (g = 980.6199 gals.).
 CT0665
 CT0665.The modeled gravity was interpolated from observed gravity values.
 CT0665
 CT0665;                    North         East    Units  Estimated Accuracy
 CT0665;SPC TXNC     - 2,052,240.      472,070.      MT  (+/- 180 meters Scaled)
 CT0665
 CT0665                          SUPERSEDED SURVEY CONTROL
 CT0665
 CT0665  NGVD 29 (??/??/92)  615.84   (m)         2020.5    (f) COMPUTED    2 0
 CT0665
 CT0665.Superseded values are not recommended for survey control.
 CT0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0665.See file dsdata.txt to determine how the superseded data were derived.
 CT0665
 CT0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA192551(NAD 83)
 CT0665_MARKER: DR = REFERENCE MARK DISK
 CT0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0665_STAMPING: BRAD NO 2 1961
 CT0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0665+STABILITY: SURFACE MOTION
 CT0665
 CT0665  HISTORY     - Date     Condition        Report By
 CT0665  HISTORY     - 1961     MONUMENTED       CGS
 CT0665  HISTORY     - 19940708 MARK NOT FOUND   USPSQD
 CT0665
 CT0665                          STATION DESCRIPTION
 CT0665
 CT0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0665'3.6 MI NE FROM BRADSHAW.
 CT0665'0.1 MILE EAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT BRADSHAW,
 CT0665'THENCE 2.8 MILES NORTH ALONG U.S. HIGHWAY 83, THENCE 0.5 MILE EAST
 CT0665'ALONG FARM ROAD 604, THENCE 0.2 MILE NORTH ALONG A PAVED ROAD, 52.2
 CT0665'FEET SOUTHEAST OF A TRIANGULATION STATION, 4.5 FEET NORTHWEST OF THE
 CT0665'SOUTHEAST CORNER, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 5
 CT0665'INCHES ABOVE GROUND.
 CT0665
 CT0665                          STATION RECOVERY (1994)
 CT0665
 CT0665'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2271 ***********************************************************************
 BY2271  DESIGNATION -  BRADFORD
 BY2271  PID         -  BY2271
 BY2271  STATE/COUNTY-  TX/ANDERSON
 BY2271  USGS QUAD   -  BLACKFOOT (1982)
 BY2271
 BY2271                         *CURRENT SURVEY CONTROL
 BY2271  ___________________________________________________________________
 BY2271* NAD 83(1993)-  31 59 20.39881(N)    095 47 17.57691(W)     ADJUSTED  
 BY2271* NAVD 88     -       158.866  (meters)     521.21   (feet)  ADJUSTED  
 BY2271  ___________________________________________________________________
 BY2271  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BY2271  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BY2271  DYNAMIC HT  -         158.679 (meters)     520.60  (feet)  COMP
 BY2271  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 BY2271
 BY2271  HORZ ORDER  -  SECOND
 BY2271  VERT ORDER  -  SECOND    CLASS 0
 BY2271
 BY2271.The horizontal coordinates were established by classical geodetic methods
 BY2271.and adjusted by the National Geodetic Survey in February 1996..
 BY2271
 BY2271.The orthometric height was determined by differential leveling
 BY2271.and adjusted by the National Geodetic Survey in June 1991..
 BY2271
 BY2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2271
 BY2271.The geoid height was determined by GEOID03.
 BY2271
 BY2271.The dynamic height is computed by dividing the NAVD 88
 BY2271.geopotential number by the normal gravity value computed on the
 BY2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2271.degrees latitude (g = 980.6199 gals.).
 BY2271
 BY2271.The modeled gravity was interpolated from observed gravity values.
 BY2271
 BY2271;                    North         East     Units Scale Factor Converg.
 BY2271;SPC TX C     - 3,266,231.391 1,129,427.126   MT  1.00003009   +2 20 27.6
 BY2271;SPC TX C     -10,715,960.82  3,705,462.16   sFT  1.00003009   +2 20 27.6
 BY2271;SPC TXNC     - 2,039,052.695   856,258.182   MT  1.00004310   +1 28 44.4
 BY2271;SPC TXNC     - 6,689,792.05  2,809,240.39   sFT  1.00004310   +1 28 44.4
 BY2271;UTM  15      - 3,542,613.752   236,560.718   MT  1.00045598   -1 28 40.5
 BY2271
 BY2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2271!SPC TX C     -   0.99997911  x   1.00003009  =   1.00000920
 BY2271!SPC TXNC     -   0.99997911  x   1.00004310  =   1.00002221
 BY2271!UTM  15      -   0.99997911  x   1.00045598  =   1.00043508
 BY2271
 BY2271|---------------------------------------------------------------------|
 BY2271| PID    Reference Object                     Distance      Geod. Az  |
 BY2271|                                                           dddmmss.s |
 BY2271| BY2270 BRADFORD RM 1                        34.321 METERS 07837     |
 BY2271| BY2268 BRADFORD AZ MK                                     0900437.9 |
 BY2271| BY2269 BRADFORD RM 2                        30.724 METERS 18051     |
 BY2271|---------------------------------------------------------------------|
 BY2271
 BY2271                          SUPERSEDED SURVEY CONTROL
 BY2271
 BY2271  NAD 83(1986)-  31 59 20.40788(N)    095 47 17.56058(W) AD(       ) 2
 BY2271  NAD 27      -  31 59 19.82700(N)    095 47 16.69700(W) AD(       ) 2
 BY2271  NGVD 29 (??/??/92)  158.858  (m)          521.19   (f) ADJ UNCH    2 0
 BY2271
 BY2271.Superseded values are not recommended for survey control.
 BY2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2271.See file dsdata.txt to determine how the superseded data were derived.
 BY2271
 BY2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR3656142614(NAD 83)
 BY2271_MARKER: DS = TRIANGULATION STATION DISK
 BY2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2271_STAMPING: BRADFORD 1946
 BY2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2271+STABILITY: SURFACE MOTION
 BY2271
 BY2271  HISTORY     - Date     Condition        Report By
 BY2271  HISTORY     - 1946     MONUMENTED       CGS
 BY2271  HISTORY     - 1947     GOOD             NGS
 BY2271
 BY2271                          STATION DESCRIPTION
 BY2271
 BY2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BY2271'THE STATION IS LOCATED ABOUT 12 MILES EAST-NORTHEAST OF CAYUGA,
 BY2271'ABOUT 18 MILES NORTHWEST OF PALESTINE AND ABOUT 15 MILES
 BY2271'SOUTH OF ATHENS ON PROPERTY BELONGING TO THE STATE.  IT IS
 BY2271'61.8 FEET NORTH OF A MACADAM ROAD, 29 FEET SOUTH OF AN EAST-WEST
 BY2271'FENCE LINE AND 6 FEET EAST OF A 4-INCH SQUARE WOODEN WITNESS
 BY2271'POST PROJECTING 2 FEET.  IT IS STAMPED BRADFORD 1946 AND
 BY2271'PROJECTS 4 INCHES.
 BY2271'
 BY2271'REFERENCE MARK NO 1 IS 8 FEET SOUTH OF A TRACK ROAD, 71 FEET
 BY2271'NORTH OF A MACADAM ROAD, 4 FEET SOUTHWEST OF AN OAK TREE
 BY2271'AND 20 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 BY2271'BRADFORD NO 1 1946 AND PROJECTS 4 INCHES.
 BY2271'
 BY2271'REFERENCE MARK NO 2 IS 39 FEET SOUTH OF A MACADAM ROAD AND 3
 BY2271'FEET NORTHWEST OF THE WEST END OF A WIRE GATE AND TRACK
 BY2271'ROAD.  IT IS STAMPED BRADFORD NO 2 AND PROJECTS 5 INCHES.
 BY2271'
 BY2271'THE AZIMUTH MARK IS 35 FEET NORTH OF AN EAST-WEST MACADAM
 BY2271'ROAD, 4 FEET SOUTH OF AN EAST-WEST FENCE LINE, 10 FEET
 BY2271'EAST-SOUTHEAST OF A TWIN OAK TREE AND 3 FEET SOUTHWEST OF A 4-INCH
 BY2271'SQUARE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS
 BY2271'STAMPED BRADFORD 1946 AND PROJECTS 5 INCHES.
 BY2271'
 BY2271'TO REACH FROM PALESTINE GO NORTH ON U.S. HIGHWAY 287 AND
 BY2271'STATE HIGHWAY 19 FOR 3.5 MILES TO THEIR JUNCTION.  HERE CONTINUE
 BY2271'NORTH ON STATE HIGHWAY 19 FOR 15.0 MILES TO A CROSSROADS
 BY2271'AT BRADFORD.  HERE, TURN LEFT, WEST FOR 0.5 MILE TO THE AZIMUTH
 BY2271'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.65 MILE
 BY2271'TO THE STATION ON THE RIGHT AS DESCRIBED.
 BY2271'
 BY2271'THE 90 FOOT LIGHT AT STATION VANNOY IS VISIBLE FROM THE GROUND.
 BY2271'
 BY2271'A 36 FOOT TOWER WILL SEE A 103 FOOT LIGHT AT STATION CROSS.
 BY2271'
 BY2271'A 36 FOOT TOWER WILL SEE A 77 FOOT LIGHT AT STATION COON.
 BY2271'
 BY2271'A 36 FOOT TOWER WILL SEE A 90 FOOT LIGHT AT STATION LAMBRIGHT.
 BY2271'
 BY2271'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 BY2271
 BY2271                          STATION RECOVERY (1947)
 BY2271
 BY2271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BY2271'1.3 MI W FROM BRADFORD.
 BY2271'ALONG A NARROW OIL ROAD, 1.3 MILES WEST OF WOODS STORE AT BRADFORD, AT
 BY2271'THE TOP OF A HILL, 57 FEET NORTH OF THE CENTER OF THE ROAD, 18 FEET
 BY2271'SOUTH OF A WIRE FENCE, 5 FEET EAST OF WITNESS POST, A TRIANGULATION
 BY2271'STATION MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2268 ***********************************************************************
 BY2268  DESIGNATION -  BRADFORD AZ MK
 BY2268  PID         -  BY2268
 BY2268  STATE/COUNTY-  TX/ANDERSON
 BY2268  USGS QUAD   -  BLACKFOOT (1982)
 BY2268
 BY2268                         *CURRENT SURVEY CONTROL
 BY2268  ___________________________________________________________________
 BY2268* NAD 83(1986)-  31 59 19.     (N)    095 46 36.     (W)     SCALED    
 BY2268* NAVD 88     -       145.982  (meters)     478.94   (feet)  ADJUSTED  
 BY2268  ___________________________________________________________________
 BY2268  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BY2268  DYNAMIC HT  -         145.810 (meters)     478.38  (feet)  COMP
 BY2268  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 BY2268
 BY2268  VERT ORDER  -  SECOND    CLASS 0
 BY2268
 BY2268.The horizontal coordinates were scaled from a topographic map and have
 BY2268.an estimated accuracy of +/- 6 seconds.
 BY2268
 BY2268.The orthometric height was determined by differential leveling
 BY2268.and adjusted by the National Geodetic Survey in June 1991..
 BY2268
 BY2268.The geoid height was determined by GEOID03.
 BY2268
 BY2268.The dynamic height is computed by dividing the NAVD 88
 BY2268.geopotential number by the normal gravity value computed on the
 BY2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2268.degrees latitude (g = 980.6199 gals.).
 BY2268
 BY2268.The modeled gravity was interpolated from observed gravity values.
 BY2268
 BY2268;                    North         East    Units  Estimated Accuracy
 BY2268;SPC TX C     - 3,266,230.    1,130,520.      MT  (+/- 180 meters Scaled)
 BY2268
 BY2268                          SUPERSEDED SURVEY CONTROL
 BY2268
 BY2268  NGVD 29 (??/??/92)  145.973  (m)          478.91   (f) ADJ UNCH    2 0
 BY2268
 BY2268.Superseded values are not recommended for survey control.
 BY2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2268.See file dsdata.txt to determine how the superseded data were derived.
 BY2268
 BY2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR376425(NAD 83)
 BY2268_MARKER: DZ = AZIMUTH MARK DISK
 BY2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2268_STAMPING: BRADFORD 1946
 BY2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2268+STABILITY: SURFACE MOTION
 BY2268
 BY2268  HISTORY     - Date     Condition        Report By
 BY2268  HISTORY     - 1946     MONUMENTED       CGS
 BY2268  HISTORY     - 1947     GOOD             NGS
 BY2268
 BY2268                          STATION DESCRIPTION
 BY2268
 BY2268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2268'0.6 MI W FROM BRADFORD.
 BY2268'ALONG A NARROW OIL ROAD, 0.6 MILE WEST OF WOODS STORE AT BRADFORD, 32
 BY2268'FEET NORTH OF THE CENTER OF THE ROAD, 138 FEET NORTHWEST OF THE
 BY2268'NORTHWEST CORNER OF A FARM HOUSE, 2 FEET SOUTHEAST OF WITNESS POST, AN
 BY2268'AZIMUTH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2270 ***********************************************************************
 BY2270  DESIGNATION -  BRADFORD RM 1
 BY2270  PID         -  BY2270
 BY2270  STATE/COUNTY-  TX/ANDERSON
 BY2270  USGS QUAD   -  BLACKFOOT (1982)
 BY2270
 BY2270                         *CURRENT SURVEY CONTROL
 BY2270  ___________________________________________________________________
 BY2270* NAD 83(1986)-  31 59 20.     (N)    095 47 17.     (W)     SCALED    
 BY2270* NAVD 88     -       158.722  (meters)     520.74   (feet)  ADJUSTED  
 BY2270  ___________________________________________________________________
 BY2270  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BY2270  DYNAMIC HT  -         158.535 (meters)     520.13  (feet)  COMP
 BY2270  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 BY2270
 BY2270  VERT ORDER  -  SECOND    CLASS 0
 BY2270
 BY2270.The horizontal coordinates were scaled from a topographic map and have
 BY2270.an estimated accuracy of +/- 6 seconds.
 BY2270
 BY2270.The orthometric height was determined by differential leveling
 BY2270.and adjusted by the National Geodetic Survey in June 1991..
 BY2270
 BY2270.The geoid height was determined by GEOID03.
 BY2270
 BY2270.The dynamic height is computed by dividing the NAVD 88
 BY2270.geopotential number by the normal gravity value computed on the
 BY2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2270.degrees latitude (g = 980.6199 gals.).
 BY2270
 BY2270.The modeled gravity was interpolated from observed gravity values.
 BY2270
 BY2270;                    North         East    Units  Estimated Accuracy
 BY2270;SPC TX C     - 3,266,220.    1,129,440.      MT  (+/- 180 meters Scaled)
 BY2270
 BY2270                          SUPERSEDED SURVEY CONTROL
 BY2270
 BY2270  NGVD 29 (??/??/92)  158.714  (m)          520.71   (f) ADJ UNCH    2 0
 BY2270
 BY2270.Superseded values are not recommended for survey control.
 BY2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2270.See file dsdata.txt to determine how the superseded data were derived.
 BY2270
 BY2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR365426(NAD 83)
 BY2270_MARKER: DR = REFERENCE MARK DISK
 BY2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2270_STAMPING: BRADFORD NO. 1 1946
 BY2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2270+STABILITY: SURFACE MOTION
 BY2270
 BY2270  HISTORY     - Date     Condition        Report By
 BY2270  HISTORY     - 1946     MONUMENTED       CGS
 BY2270  HISTORY     - 1947     GOOD             NGS
 BY2270
 BY2270                          STATION DESCRIPTION
 BY2270
 BY2270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2270'1.3 MI W FROM BRADFORD.
 BY2270'ALONG A NARROW OIL ROAD, 1.3 MILES WEST OF WOODS STORE AT BRADFORD, AT
 BY2270'THE TOP OF A HILL, 65 FEET NORTH OF THE CENTER OF THE ROAD, 65 FEET
 BY2270'EAST OF THE STATION, 20 FEET SOUTH OF A WIRE FENCE, A REFERENCE MARK
 BY2270'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2269 ***********************************************************************
 BY2269  DESIGNATION -  BRADFORD RM 2
 BY2269  PID         -  BY2269
 BY2269  STATE/COUNTY-  TX/ANDERSON
 BY2269  USGS QUAD   -  BLACKFOOT (1982)
 BY2269
 BY2269                         *CURRENT SURVEY CONTROL
 BY2269  ___________________________________________________________________
 BY2269* NAD 83(1986)-  31 59 20.     (N)    095 47 17.     (W)     SCALED    
 BY2269* NAVD 88     -       159.057  (meters)     521.84   (feet)  ADJUSTED  
 BY2269  ___________________________________________________________________
 BY2269  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BY2269  DYNAMIC HT  -         158.869 (meters)     521.22  (feet)  COMP
 BY2269  MODELED GRAV-     979,457.4   (mgal)                       NAVD 88
 BY2269
 BY2269  VERT ORDER  -  SECOND    CLASS 0
 BY2269
 BY2269.The horizontal coordinates were scaled from a topographic map and have
 BY2269.an estimated accuracy of +/- 6 seconds.
 BY2269
 BY2269.The orthometric height was determined by differential leveling
 BY2269.and adjusted by the National Geodetic Survey in June 1991..
 BY2269
 BY2269.The geoid height was determined by GEOID03.
 BY2269
 BY2269.The dynamic height is computed by dividing the NAVD 88
 BY2269.geopotential number by the normal gravity value computed on the
 BY2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2269.degrees latitude (g = 980.6199 gals.).
 BY2269
 BY2269.The modeled gravity was interpolated from observed gravity values.
 BY2269
 BY2269;                    North         East    Units  Estimated Accuracy
 BY2269;SPC TX C     - 3,266,220.    1,129,440.      MT  (+/- 180 meters Scaled)
 BY2269
 BY2269                          SUPERSEDED SURVEY CONTROL
 BY2269
 BY2269  NGVD 29 (??/??/92)  159.048  (m)          521.81   (f) ADJ UNCH    2 0
 BY2269
 BY2269.Superseded values are not recommended for survey control.
 BY2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2269.See file dsdata.txt to determine how the superseded data were derived.
 BY2269
 BY2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR365426(NAD 83)
 BY2269_MARKER: DR = REFERENCE MARK DISK
 BY2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2269_STAMPING: BRADFORD NO. 2 1946
 BY2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2269+STABILITY: SURFACE MOTION
 BY2269
 BY2269  HISTORY     - Date     Condition        Report By
 BY2269  HISTORY     - 1946     MONUMENTED       CGS
 BY2269  HISTORY     - 1947     GOOD             NGS
 BY2269
 BY2269                          STATION DESCRIPTION
 BY2269
 BY2269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2269'1.3 MI W FROM BRADFORD.
 BY2269'ALONG A NARROW OIL ROAD, 1.3 MILES WEST OF WOODS STORE AT BRADFORD, AT
 BY2269'THE TOP OF A HILL, 36 FEET SOUTH OF THE CENTER OF THE ROAD, 3 FEET
 BY2269'NORTHWEST OF A CORNER FENCE POST, A REFERENCE MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0657 ***********************************************************************
 CT0657  DESIGNATION -  BRADSHAW
 CT0657  PID         -  CT0657
 CT0657  STATE/COUNTY-  TX/TAYLOR
 CT0657  USGS QUAD   -  BRADSHAW (1967)
 CT0657
 CT0657                         *CURRENT SURVEY CONTROL
 CT0657  ___________________________________________________________________
 CT0657* NAD 83(1993)-  32 06 06.23402(N)    099 53 42.42544(W)     ADJUSTED  
 CT0657* NAVD 88     -       607.109  (meters)    1991.82   (feet)  ADJUSTED  
 CT0657  ___________________________________________________________________
 CT0657  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CT0657  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CT0657  DYNAMIC HT  -         606.315 (meters)    1989.22  (feet)  COMP
 CT0657  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 CT0657
 CT0657  HORZ ORDER  -  THIRD
 CT0657  VERT ORDER  -  SECOND    CLASS 0
 CT0657
 CT0657.The horizontal coordinates were established by classical geodetic methods
 CT0657.and adjusted by the National Geodetic Survey in February 1996..
 CT0657
 CT0657.The orthometric height was determined by differential leveling
 CT0657.and adjusted by the National Geodetic Survey in June 1991..
 CT0657
 CT0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0657
 CT0657.The geoid height was determined by GEOID03.
 CT0657
 CT0657.The dynamic height is computed by dividing the NAVD 88
 CT0657.geopotential number by the normal gravity value computed on the
 CT0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0657.degrees latitude (g = 980.6199 gals.).
 CT0657
 CT0657.The modeled gravity was interpolated from observed gravity values.
 CT0657
 CT0657;                    North         East     Units Scale Factor Converg.
 CT0657;SPC TXNC     - 2,049,120.357   468,319.364   MT  1.00000890   -0 45 39.2
 CT0657;SPC TXNC     - 6,722,822.37  1,536,477.78   sFT  1.00000890   -0 45 39.2
 CT0657;SPC TX C     - 3,270,040.011   741,365.163   MT  1.00006598   +0 13 32.5
 CT0657;SPC TX C     -10,728,456.27  2,432,295.54   sFT  1.00006598   +0 13 32.5
 CT0657;UTM  14      - 3,552,062.583   415,543.284   MT  0.99968796   -0 28 32.6
 CT0657
 CT0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0657!SPC TXNC     -   0.99990876  x   1.00000890  =   0.99991766
 CT0657!SPC TX C     -   0.99990876  x   1.00006598  =   0.99997474
 CT0657!UTM  14      -   0.99990876  x   0.99968796  =   0.99959675
 CT0657
 CT0657:                Primary Azimuth Mark                     Grid Az
 CT0657:SPC TXNC     -  BRADSHAW AZ MK                           037 50 45.8
 CT0657:SPC TX C     -  BRADSHAW AZ MK                           036 51 34.1
 CT0657:UTM  14      -  BRADSHAW AZ MK                           037 33 39.2
 CT0657
 CT0657|---------------------------------------------------------------------|
 CT0657| PID    Reference Object                     Distance      Geod. Az  |
 CT0657|                                                           dddmmss.s |
 CT0657| CT0661 BRADSHAW AZ MK                                     0370506.6 |
 CT0657| CT1127 RUNNELS GAS PROD COR MICROWAVE      APPROX.16.7 KM 1303807.0 |
 CT0657| CT0655 BRADSHAW RM 1                        34.903 METERS 26228     |
 CT0657| CT0656 BRADSHAW RM 2                        30.336 METERS 30836     |
 CT0657|---------------------------------------------------------------------|
 CT0657
 CT0657                          SUPERSEDED SURVEY CONTROL
 CT0657
 CT0657  NAD 83(1986)-  32 06 06.24075(N)    099 53 42.41199(W) AD(       ) 3
 CT0657  NAD 27      -  32 06 05.73080(N)    099 53 41.11050(W) AD(       ) 3
 CT0657  NGVD 29 (??/??/92)  606.975  (m)         1991.38   (f) ADJ UNCH    2 0
 CT0657
 CT0657.Superseded values are not recommended for survey control.
 CT0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0657.See file dsdata.txt to determine how the superseded data were derived.
 CT0657
 CT0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1554352063(NAD 83)
 CT0657_MARKER: DB = BENCH MARK DISK
 CT0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0657_STAMPING: BRADSHAW 1961
 CT0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0657+STABILITY: SURFACE MOTION
 CT0657
 CT0657  HISTORY     - Date     Condition        Report By
 CT0657  HISTORY     - 1961     MONUMENTED       CGS
 CT0657  HISTORY     - 1961     GOOD             CGS
 CT0657  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 CT0657
 CT0657                          STATION DESCRIPTION
 CT0657
 CT0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT0657'THE STATION IS APPROXIMATELY 6-1/2 MILES SOUTHWEST OF OVALO
 CT0657'AND 1/4 MILE NORTHEAST OF BRADSHAW, ON THE RIGHT-OF-WAY OF
 CT0657'U.S. HIGHWAY 83, BETWEEN HIGHWAY AND RAILROAD.
 CT0657'
 CT0657'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 CT0657'AND FARM ROAD 1086 IN BRADSHAW, GO NORTHEAST ON U.S. HIGHWAY
 CT0657'83 FOR 0.25 MILE TO A SIDE ROAD AND STATION ON THE LEFT.
 CT0657'CONTINUE NORTHEAST ON HIGHWAY 83 FOR 0.3 MILE TO THE AZIMUTH
 CT0657'MARK ON THE LEFT.
 CT0657'
 CT0657'STATION MARKS ARE STANDARD DISKS STAMPED BRADSHAW 1961.  THE
 CT0657'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CT0657'1 INCH.  IT IS 79 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 CT0657'83, 41 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 38 FEET EAST
 CT0657'OF THE EAST RAIL OF THE RAILROAD TRACKS, 12 FEET NORTH OF A
 CT0657'TELEPHONE POLE AND 8 FEET SOUTH OF A METAL WITNESS POST.  THE
 CT0657'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 CT0657'INCHES BELOW THE SURFACE OF THE GROUND.
 CT0657'
 CT0657'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRADSHAW NO 1 1961,
 CT0657'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 CT0657'40 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 38 FEET WEST OF
 CT0657'THE WEST RAIL OF THE RAILROAD TRACKS AND 3 FEET EAST OF A
 CT0657'POWER POLE.
 CT0657'
 CT0657'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRADSHAW NO 2 1961,
 CT0657'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 CT0657'IS 56 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 44 FEET
 CT0657'NORTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT EAST OF A FENCE.
 CT0657'
 CT0657'AZIMUTH MARK, A STANDARD DISK STAMPED BRADSHAW 1961, IS SET
 CT0657'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CT0657'IT IS 88 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 83, 30
 CT0657'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 19 FEET
 CT0657'NORTHWEST OF A TELEPHONE POLE AND 3 FEET SOUTH OF A METAL
 CT0657'WITNESS POST.
 CT0657'
 CT0657'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT0657
 CT0657                          STATION RECOVERY (1961)
 CT0657
 CT0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CT0657'0.45 MI NE FROM BRADSHAW.
 CT0657'0.1 MILE SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0657'BRADSHAW, THENCE 0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 83, 120 FEET
 CT0657'EAST OF R.M. 1, 102 FEET SOUTHEAST OF R.M. 2, 78 FEET NORTHWEST OF
 CT0657'CENTER LINE OF THE HIGHWAY, 36 FEET NORTHEAST OF THE CENTER OF A DIRT
 CT0657'ROAD, 10 FEET NORTHEAST OF A TELEPHONE POLE WITH ONE GUY WIRE, 7 FEET
 CT0657'SOUTHWEST OF A METAL WITNESS POST WITH SIGN, LEVEL WITH THE TRACKS,
 CT0657'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 CT0657
 CT0657                          STATION RECOVERY (1994)
 CT0657
 CT0657'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0661 ***********************************************************************
 CT0661  DESIGNATION -  BRADSHAW AZ MK
 CT0661  PID         -  CT0661
 CT0661  STATE/COUNTY-  TX/TAYLOR
 CT0661  USGS QUAD   -  BRADSHAW (1967)
 CT0661
 CT0661                         *CURRENT SURVEY CONTROL
 CT0661  ___________________________________________________________________
 CT0661* NAD 83(1986)-  32 06 15.     (N)    099 53 33.     (W)     SCALED    
 CT0661* NAVD 88     -       607.349  (meters)    1992.61   (feet)  ADJUSTED  
 CT0661  ___________________________________________________________________
 CT0661  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CT0661  DYNAMIC HT  -         606.555 (meters)    1990.01  (feet)  COMP
 CT0661  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 CT0661
 CT0661  VERT ORDER  -  SECOND    CLASS 0
 CT0661
 CT0661.The horizontal coordinates were scaled from a topographic map and have
 CT0661.an estimated accuracy of +/- 6 seconds.
 CT0661
 CT0661.The orthometric height was determined by differential leveling
 CT0661.and adjusted by the National Geodetic Survey in June 1991..
 CT0661
 CT0661.The geoid height was determined by GEOID03.
 CT0661
 CT0661.The dynamic height is computed by dividing the NAVD 88
 CT0661.geopotential number by the normal gravity value computed on the
 CT0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0661.degrees latitude (g = 980.6199 gals.).
 CT0661
 CT0661.The modeled gravity was interpolated from observed gravity values.
 CT0661
 CT0661;                    North         East    Units  Estimated Accuracy
 CT0661;SPC TXNC     - 2,049,390.      468,570.      MT  (+/- 180 meters Scaled)
 CT0661
 CT0661                          SUPERSEDED SURVEY CONTROL
 CT0661
 CT0661  NGVD 29 (??/??/92)  607.214  (m)         1992.17   (f) ADJ UNCH    2 0
 CT0661
 CT0661.Superseded values are not recommended for survey control.
 CT0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0661.See file dsdata.txt to determine how the superseded data were derived.
 CT0661
 CT0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA157523(NAD 83)
 CT0661_MARKER: DZ = AZIMUTH MARK DISK
 CT0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0661_STAMPING: BRADSHAW 1961
 CT0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0661+STABILITY: SURFACE MOTION
 CT0661
 CT0661  HISTORY     - Date     Condition        Report By
 CT0661  HISTORY     - 1961     MONUMENTED       CGS
 CT0661  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 CT0661
 CT0661                          STATION DESCRIPTION
 CT0661
 CT0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0661'0.7 MI NE FROM BRADSHAW.
 CT0661'0.1 MILE SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0661'BRADSHAW, THENCE 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 83, 174 FEET
 CT0661'NORTHEAST OF B 1153, 83 FEET NORTHWEST CENTER LINE OF HIGHWAY, 30 FEET
 CT0661'SOUTHEAST OF THE EAST RAIL, 19 FEET NORTH OF A TELEPHONE POLE, 3 FEET
 CT0661'SOUTHWEST OF A METAL WITNESS POST WITH SIGN, 1 FOOT BELOW THE TRACKS,
 CT0661'SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 CT0661
 CT0661                          STATION RECOVERY (1994)
 CT0661
 CT0661'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0655 ***********************************************************************
 CT0655  DESIGNATION -  BRADSHAW RM 1
 CT0655  PID         -  CT0655
 CT0655  STATE/COUNTY-  TX/TAYLOR
 CT0655  USGS QUAD   -  BRADSHAW (1967)
 CT0655
 CT0655                         *CURRENT SURVEY CONTROL
 CT0655  ___________________________________________________________________
 CT0655* NAD 83(1986)-  32 06 05.     (N)    099 53 42.     (W)     SCALED    
 CT0655* NAVD 88     -       607.237  (meters)    1992.24   (feet)  ADJUSTED  
 CT0655  ___________________________________________________________________
 CT0655  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CT0655  DYNAMIC HT  -         606.443 (meters)    1989.64  (feet)  COMP
 CT0655  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 CT0655
 CT0655  VERT ORDER  -  SECOND    CLASS 0
 CT0655
 CT0655.The horizontal coordinates were scaled from a topographic map and have
 CT0655.an estimated accuracy of +/- 6 seconds.
 CT0655
 CT0655.The orthometric height was determined by differential leveling
 CT0655.and adjusted by the National Geodetic Survey in June 1991..
 CT0655
 CT0655.The geoid height was determined by GEOID03.
 CT0655
 CT0655.The dynamic height is computed by dividing the NAVD 88
 CT0655.geopotential number by the normal gravity value computed on the
 CT0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0655.degrees latitude (g = 980.6199 gals.).
 CT0655
 CT0655.The modeled gravity was interpolated from observed gravity values.
 CT0655
 CT0655;                    North         East    Units  Estimated Accuracy
 CT0655;SPC TXNC     - 2,049,080.      468,330.      MT  (+/- 180 meters Scaled)
 CT0655
 CT0655                          SUPERSEDED SURVEY CONTROL
 CT0655
 CT0655  NGVD 29 (??/??/92)  607.103  (m)         1991.80   (f) ADJ UNCH    2 0
 CT0655
 CT0655.Superseded values are not recommended for survey control.
 CT0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0655.See file dsdata.txt to determine how the superseded data were derived.
 CT0655
 CT0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA155520(NAD 83)
 CT0655_MARKER: DR = REFERENCE MARK DISK
 CT0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0655_STAMPING: BRADSHAW NO 1 1961
 CT0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0655+STABILITY: SURFACE MOTION
 CT0655
 CT0655  HISTORY     - Date     Condition        Report By
 CT0655  HISTORY     - 1961     MONUMENTED       CGS
 CT0655  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 CT0655
 CT0655                          STATION DESCRIPTION
 CT0655
 CT0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0655'0.45 MI NE FROM BRADSHAW.
 CT0655'0.1 MILE SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0655'BRADSHAW, THENCE 0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 83, 120 FEET
 CT0655'WEST OF A TRIANGULATION STATION, 74 FEET SOUTHWEST OF R.M. 2, 36 FEET
 CT0655'SOUTHWEST OF THE CENTER OF A DIRT ROAD, 36 FEET NORTHWEST OF THE WEST
 CT0655'RAIL, 19 FEET SOUTHEAST OF A FENCE, 3 FEET SOUTHEAST OF A POWER POLE,
 CT0655'1 FOOT BELOW THE TRACKS, SET IN TOP OF A SQUARE CONCRETE POST
 CT0655'PROJECTING 3 INCHES ABOVE GROUND.
 CT0655
 CT0655                          STATION RECOVERY (1994)
 CT0655
 CT0655'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0656 ***********************************************************************
 CT0656  DESIGNATION -  BRADSHAW RM 2
 CT0656  PID         -  CT0656
 CT0656  STATE/COUNTY-  TX/TAYLOR
 CT0656  USGS QUAD   -  BRADSHAW (1967)
 CT0656
 CT0656                         *CURRENT SURVEY CONTROL
 CT0656  ___________________________________________________________________
 CT0656* NAD 83(1986)-  32 06 05.     (N)    099 53 42.     (W)     SCALED    
 CT0656* NAVD 88     -       607.375  (meters)    1992.70   (feet)  ADJUSTED  
 CT0656  ___________________________________________________________________
 CT0656  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CT0656  DYNAMIC HT  -         606.581 (meters)    1990.09  (feet)  COMP
 CT0656  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 CT0656
 CT0656  VERT ORDER  -  SECOND    CLASS 0
 CT0656
 CT0656.The horizontal coordinates were scaled from a topographic map and have
 CT0656.an estimated accuracy of +/- 6 seconds.
 CT0656
 CT0656.The orthometric height was determined by differential leveling
 CT0656.and adjusted by the National Geodetic Survey in June 1991..
 CT0656
 CT0656.The geoid height was determined by GEOID03.
 CT0656
 CT0656.The dynamic height is computed by dividing the NAVD 88
 CT0656.geopotential number by the normal gravity value computed on the
 CT0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0656.degrees latitude (g = 980.6199 gals.).
 CT0656
 CT0656.The modeled gravity was interpolated from observed gravity values.
 CT0656
 CT0656;                    North         East    Units  Estimated Accuracy
 CT0656;SPC TXNC     - 2,049,080.      468,330.      MT  (+/- 180 meters Scaled)
 CT0656
 CT0656                          SUPERSEDED SURVEY CONTROL
 CT0656
 CT0656  NGVD 29 (??/??/92)  607.241  (m)         1992.26   (f) ADJ UNCH    2 0
 CT0656
 CT0656.Superseded values are not recommended for survey control.
 CT0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0656.See file dsdata.txt to determine how the superseded data were derived.
 CT0656
 CT0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA155520(NAD 83)
 CT0656_MARKER: DR = REFERENCE MARK DISK
 CT0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0656_STAMPING: BRADSHAW NO 2 1961
 CT0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0656+STABILITY: SURFACE MOTION
 CT0656
 CT0656  HISTORY     - Date     Condition        Report By
 CT0656  HISTORY     - 1961     MONUMENTED       CGS
 CT0656  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 CT0656
 CT0656                          STATION DESCRIPTION
 CT0656
 CT0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0656'0.45 MI NE FROM BRADSHAW.
 CT0656'0.1 MILE SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0656'BRADSHAW, THENCE 0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 83, 102 FEET
 CT0656'NORTHWEST OF A TRIANGULATION STATION, 74 FEET NORTHEAST OF R.M. 1, 60
 CT0656'FEET NORTHWEST OF THE WEST RAIL, 45 FEET NORTHEAST OF THE CENTER OF A
 CT0656'DIRT ROAD, 1 FOOT SOUTHEAST OF A FENCE, LEVEL WITH THE TRACKS, SET IN
 CT0656'TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 CT0656
 CT0656                          STATION RECOVERY (1994)
 CT0656
 CT0656'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0902 ***********************************************************************
 CA0902  DESIGNATION -  BRADY
 CA0902  PID         -  CA0902
 CA0902  STATE/COUNTY-  TX/MCCULLOCH
 CA0902  USGS QUAD   -  BRADY NORTH (1987)
 CA0902
 CA0902                         *CURRENT SURVEY CONTROL
 CA0902  ___________________________________________________________________
 CA0902* NAD 83(1993)-  31 07 33.81932(N)    099 20 30.49999(W)     ADJUSTED  
 CA0902* NAVD 88     -       534.044  (meters)    1752.11   (feet)  ADJUSTED  
 CA0902  ___________________________________________________________________
 CA0902  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CA0902  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CA0902  DYNAMIC HT  -         533.328 (meters)    1749.76  (feet)  COMP
 CA0902  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 CA0902
 CA0902  HORZ ORDER  -  FIRST
 CA0902  VERT ORDER  -  FIRST     CLASS II
 CA0902
 CA0902.The horizontal coordinates were established by classical geodetic methods
 CA0902.and adjusted by the National Geodetic Survey in February 1996..
 CA0902
 CA0902.The orthometric height was determined by differential leveling
 CA0902.and adjusted by the National Geodetic Survey in June 1991..
 CA0902
 CA0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0902
 CA0902.The geoid height was determined by GEOID03.
 CA0902
 CA0902.The dynamic height is computed by dividing the NAVD 88
 CA0902.geopotential number by the normal gravity value computed on the
 CA0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0902.degrees latitude (g = 980.6199 gals.).
 CA0902
 CA0902.The modeled gravity was interpolated from observed gravity values.
 CA0902
 CA0902;                    North         East     Units Scale Factor Converg.
 CA0902;SPC TX C     - 3,162,202.813   794,558.117   MT  0.99988410   +0 30 38.5
 CA0902;SPC TX C     -10,374,660.40  2,606,812.76   sFT  0.99988410   +0 30 38.5
 CA0902;UTM  14      - 3,443,623.034   467,412.084   MT  0.99961310   -0 10 36.1
 CA0902
 CA0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0902!SPC TX C     -   0.99991981  x   0.99988410  =   0.99980392
 CA0902!UTM  14      -   0.99991981  x   0.99961310  =   0.99953294
 CA0902
 CA0902:                Primary Azimuth Mark                     Grid Az
 CA0902:SPC TX C     -  BRADY MC CULLOCH STHSE SPIRE             032 35 38.5
 CA0902:UTM  14      -  BRADY MC CULLOCH STHSE SPIRE             033 16 53.1
 CA0902
 CA0902|---------------------------------------------------------------------|
 CA0902| PID    Reference Object                     Distance      Geod. Az  |
 CA0902|                                                           dddmmss.s |
 CA0902| CA1099 BRADY MC CULLOCH STHSE SPIRE        APPROX. 1.2 KM 0330617.0 |
 CA0902| CV4335 BRADY RM 2                           42.095 METERS 04534     |
 CA0902| CA1098 BRADY MUNICIPAL TANK                 20.791 METERS 16213     |
 CA0902| CA0795 NINE                                APPROX. 8.8 KM 2011528.8 |
 CA0902| CA0901 BRADY RM 1                           39.346 METERS 32429     |
 CA0902| CA1097 BRADY HIGH SCHOOL CUPOLA            168.319 METERS 35310     |
 CA0902| CV4334 BRADY AZ MK                                        3570227.2 |
 CA0902|---------------------------------------------------------------------|
 CA0902
 CA0902                          SUPERSEDED SURVEY CONTROL
 CA0902
 CA0902  NAD 83(1986)-  31 07 33.82791(N)    099 20 30.48569(W) AD(       ) 1
 CA0902  NAD 27      -  31 07 33.22100(N)    099 20 29.28600(W) AD(       ) 1
 CA0902
 CA0902.Superseded values are not recommended for survey control.
 CA0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0902.See file dsdata.txt to determine how the superseded data were derived.
 CA0902
 CA0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6741243623(NAD 83)
 CA0902_MARKER: DS = TRIANGULATION STATION DISK
 CA0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0902_SP_SET: CONCRETE POST
 CA0902_STAMPING: BRADY 1935
 CA0902_MARK LOGO: CGS   
 CA0902_PROJECTION: FLUSH
 CA0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0902+STABILITY: SURFACE MOTION
 CA0902
 CA0902  HISTORY     - Date     Condition        Report By
 CA0902  HISTORY     - 1935     MONUMENTED       CGS
 CA0902  HISTORY     - 1937     GOOD             TXHD
 CA0902  HISTORY     - 1951     GOOD             CGS
 CA0902  HISTORY     - 1955     GOOD             CGS
 CA0902  HISTORY     - 1966     GOOD             CGS
 CA0902  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA0902  HISTORY     - 1982     SEE DESCRIPTION  NGS
 CA0902  HISTORY     - 1982     GOOD             NGS
 CA0902  HISTORY     - 19970101 GOOD             TXDOT
 CA0902
 CA0902                          STATION DESCRIPTION
 CA0902
 CA0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA0902'STATION IS PLACED ON THE CITY PROPERTY IN THE SW CORNER OF BRADY
 CA0902'NEAR THE CITY WATER TANK ON THE SE CORNER OF WALL STREET AND
 CA0902'SOUTH 11TH STREET.
 CA0902'
 CA0902'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CA0902'BRONZE DISKS SET IN CONCRETE.
 CA0902'
 CA0902'REFERENCE MARK NO. 1 IS 42.095 METERS (138.11 FEET) NNW OF STATION
 CA0902'SET NEXT TO POWER LINE POLE.
 CA0902'
 CA0902'REFERENCE MARK NO. 2 IS 39.346 METERS (129.09 FEET) NE OF STATION
 CA0902'SET ON N SIDE OF STREET 15 FEET S OF GARAGE.
 CA0902'
 CA0902'STATION IS REACHED FROM THE COURTHOUSE IN BRADY BY GOING S ON
 CA0902'U.S. HIGHWAY 385 TO TOP OF HILL IN BRADY.  TURN W ON 11TH
 CA0902'STREET TO WATER TANK AND STATION.  STATION IS 69 FEET NNW OF TANK.
 CA0902'
 CA0902'HEIGHT OF LIGHT ABOVE STATION MARK -11 METERS.
 CA0902
 CA0902                          STATION RECOVERY (1937)
 CA0902
 CA0902'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA0902'DESCRIPTION GIVEN IS GOOD.
 CA0902'
 CA0902'SURFACE MARK IN GOOD CONDITION.
 CA0902
 CA0902                          STATION RECOVERY (1951)
 CA0902
 CA0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 CA0902'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND AS DESCRIBED
 CA0902'EXCEPT THAT THE REFERENCE MARKS WHICH WERE JUST THE OPPOSITE
 CA0902'IN THE DESCRIPTION.
 CA0902'
 CA0902'THE STATION IS LOCATED IN THE SW PART OF BRADY, ON THE CITY
 CA0902'PROPERTY, AND NEAR THE CITY WATER TANK AT THE SE CORNER OF WALL
 CA0902'STREET AND SOUTH ELEVENTH STREET.  IT IS A STANDARD STATION DISK
 CA0902'SET IN A 12-BY 12-INCH CONCRETE MONUMENT PROJECTING ABOUT 10
 CA0902'INCHES AND IS NW OF THE CITY WATER TANK.  IT IS STAMPED BRADY
 CA0902'1935.
 CA0902'
 CA0902'R.M. 1 IS A STANDARD REFERENCE DISK SET IN A 12-BY 12-INCH
 CA0902'MONUMENT INSIDE OF THE CURBING ON THE N SIDE OF ELEVENTH STREET.
 CA0902'IT IS STAMPED BRADY NO 1 1935.
 CA0902'
 CA0902'R.M. 2 IS A STANDARD REFERENCE DISK SET IN A 12- BY 12-INCH
 CA0902'CONCRETE MONUMENT ON THE W SIDE OF WALL STREET NEAR A POWER LINE
 CA0902'POLE.  IT IS STAMPED BRADY NO 2 1935.
 CA0902'
 CA0902'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK SET IN A 12-BY
 CA0902'12-INCH CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.  IT IS ON
 CA0902'THE W SIDE OF WALL STREET BETWEEN THE CURBING AND THE CEMENT WALK,
 CA0902'100 FEET NE OF THE NE CORNER OF A SCHOOL BUILDING, 22 FEET W OF
 CA0902'THE CENTER OF WALL STREET, AND 0.15 FOOT NNW OF THE STATION.
 CA0902'IT IS STAMPED BRADY AZI 1935.
 CA0902'
 CA0902'TO REACH THE STATION FROM THE COURTHOUSE IN BRADY, TURN S ON
 CA0902'BRIDGE STREET (HIGHWAYS 87, 183, AND 283) AND GO TO THE TOP OF
 CA0902'THE HILL, THE STOP LIGHT, AND ELEVENTH STREET.  TURN RIGHT, W,
 CA0902'ON ELEVENTH STREET AND GO 7 BLOCKS TO WALL STREET AND THE
 CA0902'STATION ON THE LEFT.
 CA0902
 CA0902                          STATION RECOVERY (1955)
 CA0902
 CA0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CH)
 CA0902'STATION LOCATED AND IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 CA0902
 CA0902                          STATION RECOVERY (1966)
 CA0902
 CA0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WCW)
 CA0902'STATION IN GOOD CONDITION.  AZIMUTH MARK DESTROYED BY RELOCATION
 CA0902'OF OF CURBING AT SCHOOL FOR PARKING AREA.
 CA0902
 CA0902                          STATION RECOVERY (1981)
 CA0902
 CA0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CA0902'THE STATION AND REFERENCE MARK NO 2 WERE NOT RECOVERED.
 CA0902'
 CA0902'REFERENCE MARK NO 1 WAS RECOVERED AS DESCRIBED IN 1951.
 CA0902
 CA0902                          STATION RECOVERY (1982)
 CA0902
 CA0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JRS)
 CA0902'BRADY RM 2 SEARCHED FOR BUT NOT RECOVERED.
 CA0902
 CA0902                          STATION RECOVERY (1982)
 CA0902
 CA0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0902'IN BRADY.
 CA0902'1.0 KM (0.6 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 CA0902'BRADY, THENCE 0.6 KM (0.4 MI) WEST ALONG ELEVENTH STREET, SET IN THE
 CA0902'SOUTHEAST CORNER OF ELEVENTH STREET AND WALL STREET, IN FRONT YARD OF
 CA0902'BRICK HOUSE, 24.3 METERS (80.0 FT) SOUTH OF CENTER OF ELEVENTH STREET,
 CA0902'10.0 METERS (33.0 FT) EAST OF CENTER OF WALL STREET, 22.5 METERS
 CA0902'(74.0 FT) WEST SOUTHWEST OF NORTHWEST CORNER OF BRICK HOUSE, AND
 CA0902'4.5 METERS (15.0 FT) EAST OF EAST CURB OF WALL STREET.
 CA0902'THE MARK IS 0.3 M ABOVE WALL STREET.
 CA0902
 CA0902                          STATION RECOVERY (1997)
 CA0902
 CA0902'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 CA0902'BRADY 1935 IS GOOD.  BRADY NO 1 1935 IS GOOD.  OTHER MARKS NOT
 CA0902'SEARCHED FOR.  DESCRIPTION AND -TO REACH- ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1782 ***********************************************************************
 FL1782  DESIGNATION -  BRADY
 FL1782  PID         -  FL1782
 FL1782  STATE/COUNTY-  TX/POTTER
 FL1782  USGS QUAD   -  PULLMAN (1973)
 FL1782
 FL1782                         *CURRENT SURVEY CONTROL
 FL1782  ___________________________________________________________________
 FL1782* NAD 83(1993)-  35 11 35.59972(N)    101 42 24.42102(W)     ADJUSTED  
 FL1782* NAVD 88     -      1098.     (meters)    3602.     (feet)  SCALED    
 FL1782  ___________________________________________________________________
 FL1782  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 FL1782  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL1782
 FL1782  HORZ ORDER  -  THIRD
 FL1782
 FL1782.The horizontal coordinates were established by classical geodetic methods
 FL1782.and adjusted by the National Geodetic Survey in February 1996..
 FL1782
 FL1782.The orthometric height was scaled from a topographic map.
 FL1782
 FL1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1782
 FL1782.The geoid height was determined by GEOID03.
 FL1782
 FL1782;                    North         East     Units Scale Factor Converg.
 FL1782;SPC TX N     - 1,132,391.723   181,169.132   MT  0.99991852   -0 07 11.4
 FL1782;SPC TX N     - 3,715,188.51    594,385.73   sFT  0.99991852   -0 07 11.4
 FL1782;UTM  14      - 3,897,827.543   253,552.522   MT  1.00034858   -1 33 38.9
 FL1782
 FL1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1782!SPC TX N     -   0.99983186  x   0.99991852  =   0.99975040
 FL1782!UTM  14      -   0.99983186  x   1.00034858  =   1.00018039
 FL1782
 FL1782:                Primary Azimuth Mark                     Grid Az
 FL1782:SPC TX N     -  BRADY AZ MK RESET                        000 34 40.3
 FL1782:UTM  14      -  BRADY AZ MK RESET                        002 01 07.8
 FL1782
 FL1782|---------------------------------------------------------------------|
 FL1782| PID    Reference Object                     Distance      Geod. Az  |
 FL1782|                                                           dddmmss.s |
 FL1782| CJ6710 BRADY AZ MK RESET                                  0002728.9 |
 FL1782| FL1784 ENGLISH FIELD N SIDE W SPIPE        APPROX. 7.0 KM 0310712.6 |
 FL1782| FL1778 ENGLISH FIELD S SIDE N SPIPE        APPROX. 4.5 KM 0314808.5 |
 FL1782| CJ6711 BRADY RM 1                           10.338 METERS 08717     |
 FL1782| CJ6713 BRADY RM 3                           10.355 METERS 08722     |
 FL1782| CJ6714 BRADY RM 4                           49.545 METERS 08822     |
 FL1782| FL1771 WASHBURN GRAIN ELEVATOR             APPROX.12.0 KM 0975152.5 |
 FL1782| CJ6715 BRADY RM 5                           24.497 METERS 20951     |
 FL1782| FL1799 AMARILLO SE MUNICIPAL TANK          APPROX.11.9 KM 2651600.2 |
 FL1782| CJ6709 BRADY AZ MK                                        2682509.7 |
 FL1782| FL1802 AMARILLO RAD STA KFDA N MAST        APPROX. 8.2 KM 2685857.1 |
 FL1782| FL1800 AMARILLO SANTA FE BLDG CHIMNEY      APPROX.12.0 KM 2755726.3 |
 FL1782| FL1804 AMARILLO THE TEXAS CO STACK         APPROX. 7.7 KM 2810136.1 |
 FL1782| FL1795 AMARILLO NE MUNICIPAL TANK          APPROX.10.1 KM 2842356.9 |
 FL1782| FL1801 AMARILLO BURRUS PANHAND ELEV        APPROX. 9.0 KM 2882110.8 |
 FL1782| CJ6712 BRADY RM 2                           14.897 METERS 32019     |
 FL1782| FL1785 PULLMAN GRAIN ELEVATOR              476.976 METERS 3225254.0 |
 FL1782|---------------------------------------------------------------------|
 FL1782
 FL1782                          SUPERSEDED SURVEY CONTROL
 FL1782
 FL1782  NAD 83(1993)-  35 11 35.60679(N)    101 42 24.41432(W) AD(       ) 3
 FL1782  NAD 83(1986)-  35 11 35.60681(N)    101 42 24.41227(W) AD(       ) 3
 FL1782  NAD 27      -  35 11 35.41700(N)    101 42 22.76200(W) AD(       ) 3
 FL1782
 FL1782.Superseded values are not recommended for survey control.
 FL1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1782.See file dsdata.txt to determine how the superseded data were derived.
 FL1782
 FL1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5355397828(NAD 83)
 FL1782_MARKER: DS = TRIANGULATION STATION DISK
 FL1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1782
 FL1782  HISTORY     - Date     Condition        Report By
 FL1782  HISTORY     - 1951     MONUMENTED       CGS
 FL1782  HISTORY     - 1956     GOOD             CGS
 FL1782  HISTORY     - 1964     GOOD             CGS
 FL1782  HISTORY     - 1964     GOOD             CGS
 FL1782  HISTORY     - 1966     GOOD             CGS
 FL1782  HISTORY     - 1968     GOOD             CGS
 FL1782  HISTORY     - 1977     MARK NOT FOUND   NGS
 FL1782  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 FL1782
 FL1782                          STATION DESCRIPTION
 FL1782
 FL1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1782'THE STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY
 FL1782'287 AND IN THE NORTHEAST CORNER OF A CROSSROADS, ABOUT 8 MILES
 FL1782'EAST OF AMARILLO, 8 MILES WEST OF WASHBURN, 75 FEET EAST OF
 FL1782'A PAVED ROAD, 40 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 FL1782'287 AND 5 FEET SOUTH OF AN EAST-WEST FENCELINE.
 FL1782'
 FL1782'TO REACH, FROM THE POTTER COUNTY COURTHOUSE IN AMARILLO, GO
 FL1782'SOUTH, ON U.S. HIGHWAY 287, FOR 0.35 MILE TO 10TH STREET.
 FL1782'TURN LEFT, AND GO EAST, ON U.S. HIGHWAY 287, FOR 6.95 MILES
 FL1782'TO THE AZIMUTH MARK.  CONTINUE EAST, ON U.S. HIGHWAY 287,
 FL1782'FOR 0.5 MILE TO CROSSROADS AND THE STATION.
 FL1782'
 FL1782'THE STATION MARK IS A STANDARD DISK, STAMPED BRADY 1951, SET
 FL1782'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1782'ABOUT 1 INCH.
 FL1782'
 FL1782'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BRADY NO
 FL1782'1 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1782'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 FL1782'ELEVATION AS THE STATION.  IT IS LOCATED 45 FEET NORTH OF
 FL1782'THE CENTERLINE OF U.S. HIGHWAY 287 AND 3 FEET SOUTH OF AN
 FL1782'EAST-WEST FENCELINE.
 FL1782'
 FL1782'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BRADY
 FL1782'NO 2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1782'WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1782'AS THE STATION.  IT IS LOCATED 35 FEET EAST OF THE CENTERLINE
 FL1782'OF THE PAVED ROAD AND 2 FEET WEST OF A NORTH-SOUTH FENCELINE.
 FL1782'
 FL1782'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRADY 1951, SET
 FL1782'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1782'ABOUT 4 INCHES.  IT IS LOCATED ALONG THE SOUTH SIDE OF U.S.
 FL1782'HIGHWAY 287, ABOUT 50 FEET SOUTH OF THE CENTERLINE OF THE
 FL1782'HIGHWAY AND 2 FEET NORTH OF AN EAST-WEST FENCELINE.
 FL1782'
 FL1782'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1782
 FL1782                          STATION RECOVERY (1956)
 FL1782
 FL1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1782'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 FL1782'CONDITION AS DESCRIBED.  UNABLE TO LOCATE R.M. NO. 2.  NO
 FL1782'ATTEMPT MADE TO LOCATE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING
 FL1782'TO STATION SITE ARE CORRECT.
 FL1782
 FL1782                          STATION RECOVERY (1964)
 FL1782
 FL1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1782'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1782'
 FL1782'THE AZIMUTH MARK DISK HAS BEEN KNOCKED OUT BUT THE AZIMUTH
 FL1782'MARK MONUMENT WAS RECOVERED IN APPARENT GOOD CONDITION.
 FL1782
 FL1782                          STATION RECOVERY (1964)
 FL1782
 FL1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 FL1782'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 FL1782'MARK WERE RECOVERED IN GOOD CONDITION.  AT THE REQUEST OF THE
 FL1782'TEXAS HIGHWAY DEPARTMENT THE AZIMUTH MARK WAS DESTROYED TO
 FL1782'CLEAR THE AREA FOR RECONSTRUCTION OF U.S. HIGHWAY 287.  A
 FL1782'NEW AZIMUTH MARK WAS SET.
 FL1782'
 FL1782'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 FL1782'6 MILES EAST OF THE CENTRAL PART OF AMARILLO, ALONG THE NORTH
 FL1782'SIDE OF INTERSTATE HIGHWAY 40, AT A CROSSROAD INTERSECTION
 FL1782'IN THE NORTHEAST ANGLE OF THE ROADS.
 FL1782'
 FL1782'TO REACH THE STATION FROM THE POST OFFICE IN AMARILLO, GO
 FL1782'EAST TWO BLOCKS TO PIERCE STREET (SOUTH BOUND TRAFFIC OF U.S.
 FL1782'HIGHWAY 287).  TURN RIGHT, GO SOUTH ON U.S. HIGHWAY 287 FOR
 FL1782'0.4 MILE TO 10TH STREET.  TURN LEFT, EAST, AND FOLLOW U.S.
 FL1782'HIGHWAY 287 FOR 2.0 MILES TO INTERSTATE HIGHWAY 40.  TURN
 FL1782'LEFT, EAST, ONTO INTERSTATE HIGHWAY 40, GO 5.55 MILES TO A
 FL1782'CROSSROAD INTERSECTION AND THE STATION.  TO REACH THE AZIMUTH
 FL1782'MARK FROM THE STATION GO NORTH ON THE BLACKTOP ROAD FOR 0.5
 FL1782'MILE TO AZIMUTH MARK ON THE RIGHT.
 FL1782'
 FL1782'STATION MARK, A STANDARD DISK STAMPED BRADY 1951, IS SET
 FL1782'IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE
 FL1782'GROUND.  IT IS 37 FEET NORTH OF THE CENTER LINE OF THE NORTH
 FL1782'FRONTAGE ROAD, 74 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 FL1782'ROAD, AND 4 FEET WEST OF METAL WITNESS POST.
 FL1782'
 FL1782'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRADY NO 1
 FL1782'1951, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 FL1782'1 INCH.  IT IS 38 FEET NORTH OF THE FRONTAGE ROAD, AND 107
 FL1782'FEET EAST OF THE NORTH-SOUTH ROAD.
 FL1782'
 FL1782'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRADY NO 2 1951,
 FL1782'IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE
 FL1782'OF THE GROUND.  IT IS 75 FEET NORTH OF THE FRONTAGE ROAD,
 FL1782'AND 44 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD.
 FL1782'
 FL1782'AZIMUTH MARK, A STANDARD DISK STAMPED BRADY 1951 RESET 1964,
 FL1782'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4
 FL1782'INCHES.  IT IS 95 FEET EAST OF THE NORTH-SOUTH ROAD, 97 FEET
 FL1782'SOUTH OF THE SOUTH RAIL OF THE CHICAGO, ROCK ISLAND AND
 FL1782'PACIFIC RAILROAD TRACKS, 60 FEET WEST OF TWIN TELEGRAPH LINE
 FL1782'POLES, 1 FOOT NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE AND
 FL1782'1 FOOT WEST OF A METAL WITNESS POST.
 FL1782
 FL1782                          STATION RECOVERY (1966)
 FL1782
 FL1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 FL1782'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 FL1782'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 FL1782'FOUND TO BE DESTROYED.  ONE NEW REFERENCE MARK WAS SET.
 FL1782'
 FL1782'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 6 MILES
 FL1782'EAST OF THE CENTRAL PART OF AMARILLO ALONG THE NORTH SIDE
 FL1782'OF INTERSTATE HIGHWAY 40, IN THE NORTHEAST ANGLE OF THE FRONTAGE
 FL1782'ROAD AND A NORTH-SOUTH ROAD INTERSECTION.
 FL1782'
 FL1782'TO REACH THE STATION FROM THE POST OFFICE IN AMARILLO, GO
 FL1782'EAST TWO BLOCKS TO PIERCE STREET (SOUTH BOUND U.S. HIGHWAY
 FL1782'287).  TURN RIGHT, GO 1.3 MILES ON THE FREEWAY TO U.S. HIGHWAY
 FL1782'287 EXIT, THENCE GO EAST ON U.S. HIGHWAY 287 AND INTERSTATE
 FL1782'HIGHWAY 40 FOR 7.1 MILES TO STATION ON THE LEFT.  TO REACH
 FL1782'AZIMUTH MARK FROM THE STATION, GO NORTH ON THE BLACK TOP
 FL1782'ROAD 0.5 MILE TO MARK ON THE RIGHT.
 FL1782'
 FL1782'STATION MARK, A STANDARD DISK, STAMPED BRADY 1951, IS SET
 FL1782'IN A CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.  IT IS
 FL1782'37 FEET NORTH OF THE FRONTAGE ROAD CENTER LINE, 74 FEET EAST
 FL1782'OF THE NORTH-SOUTH ROAD CENTER LINE, AND 1 FOOT WEST OF A
 FL1782'METAL WITNESS POST.
 FL1782'
 FL1782'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED BRADY NO 2
 FL1782'1951, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE
 FL1782'SURFACE OF GROUND.  IT IS 75 FEET NORTH OF THE FRONTAGE ROAD
 FL1782'CENTER LINE, AND 44 FEET EAST OF THE NORTH-SOUTH ROAD CENTER LINE.
 FL1782'
 FL1782'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED BRADY 1951
 FL1782'NO 3 1966, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH
 FL1782'WITH THE SURFACE OF GROUND.  IT IS 107 FEET EAST OF THE NORTH-SOUTH
 FL1782'ROAD CENTER LINE, AND 38 FEET NORTH OF THE FRONTAGE ROAD
 FL1782'CENTER LINE.
 FL1782'
 FL1782'AZIMUTH MARK, A STANDARD DISK, STAMPED BRADY 1951 RESET 1964,
 FL1782'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES
 FL1782'ABOVE GROUND.  IT IS 95 FEET EAST OF THE NORTH-SOUTH ROAD
 FL1782'CENTER LINE, 97 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO
 FL1782'ROCK ISLAND AND PACIFIC RAILROAD TRACKS, 60 FEET WEST OF TWIN
 FL1782'POWER LINE POLES, 1 FOOT NORTH OF THE RAILROAD RIGHT-OF-WAY
 FL1782'FENCE LINE AND A METAL WITNESS POST.
 FL1782'
 FL1782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES EAST
 FL1782
 FL1782                          STATION RECOVERY (1968)
 FL1782
 FL1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FL1782'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 FL1782'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 FL1782'NO. 3 WAS FOUND DISPLACED.  REFERENCE MARK NO. 2 WILL NOW
 FL1782'BE BEHIND A LIGHT POLE BEING A NEW SERVICE STATION WAS BUILT
 FL1782'IN THE NORTHEAST ANGLE OF THE CROSSROAD.
 FL1782'
 FL1782'REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5 WERE SET.
 FL1782'
 FL1782'TO REACH THE STATION FROM THE POST OFFICE IN AMARILLO, GO
 FL1782'EAST TWO BLOCKS TO PIERCE STREET (SOUTH BOUND U.S. HIGHWAY
 FL1782'287).  TURN RIGHT AND GO 1.3 MILE TO THE FREEWAY TO U.S.
 FL1782'HIGHWAY 287 EXIT.  TURN LEFT AND GO EAST ON U.S. HIGHWAY
 FL1782'287 AND INTERSTATE HIGHWAY 40 FOR 7.1 MILE TO THE JUNCTION
 FL1782'OF FARM ROAD 1258 AND THE STATION ON THE LEFT IN THE NORTHEAST
 FL1782'ANGLE ON THE WEST BOUND SERVICE LANE.
 FL1782'
 FL1782'STATION MARK, A STANDARD DISK STAMPED BRADY 1951, IS SET IN
 FL1782'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 FL1782'SURFACE OF THE GROUND.  IT IS 195 FEET WEST-SOUTHWEST OF THE
 FL1782'SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR A SIGN, 145 FEET
 FL1782'SOUTHWEST OF THE SOUTHWEST CORNER OF A STANDARD SERVICE STATION,
 FL1782'74 FEET EAST OF THE CENTER OF FARM ROAD 1258, 43.5 FEET
 FL1782'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION FOR A
 FL1782'SIGN, 36.5 FEET NORTH OF THE CENTER OF THE SERVICE ROAD, 13
 FL1782'FEET NORTH-NORTHEAST OF THE NORTH POST FOR A STOP SIGN,
 FL1782'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE UNDERGROUND
 FL1782'MARK WAS NOT INSPECTED.
 FL1782'
 FL1782'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRADY NO. 2
 FL1782'1951, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 FL1782'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 75 FEET NORTH OF
 FL1782'THE CENTER OF THE SERVICE ROAD, 44 FEET EAST OF THE CENTER
 FL1782'OF THE NORTH-SOUTH ROAD, 6.5 FEET NORTH-NORTHWEST OF A POWERLINE
 FL1782'POLE, 2.4 FEET NORTHWST OF THE NORTHWEST CORNER OF A CONCRETE
 FL1782'FOUNDATION FOR A SIGN, AND AT THE SOUTH EDGE OF BLACKTOP DRIVE
 FL1782'TO SERVICE STATION.
 FL1782'
 FL1782'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BRADY NO. 4
 FL1782'1951 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 FL1782'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 104.5 FEET
 FL1782'SOUTH OF THE SOUTHWEST CORNER OF THE SERVICE STATION, 40.5
 FL1782'FEET NORTH OF THE CENTER OF SERVICE ROAD, AND 2 FEET WEST OF
 FL1782'A POWERLINE POLE.
 FL1782'
 FL1782'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED BRADY 1951 NO.
 FL1782'5 1968, IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST
 FL1782'CONCRETE ABUTMENT OF A CULVERT.  IT IS 38 FEET EAST OF THE
 FL1782'CENTER OF THE NORTH-SOUTH ROAD, 34 FEET SOUTH OF THE CENTER
 FL1782'OF THE SERVICE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 FL1782'
 FL1782'AZIMUTH MARK, A STANDARD DISK STAMPED BRADY 1951 RESET 1964,
 FL1782'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 FL1782'INCHES.  IT IS 95 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 FL1782'ROAD, 97 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO, ROCK
 FL1782'ISLAND AND PACIFIC RAILROAD TRACKS, 60 FEET WEST OF A TWIN
 FL1782'POWER LINE POLES, 1 FOOT NORTH OF THE RAILROAD RIGHT-OF-WAY
 FL1782'FENCE LINE AND A METAL WITNESS POST.
 FL1782'
 FL1782'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 FL1782'BLACKTOP ROAD FOR 0.5 MILE TO A RAILROAD CROSSING AND THE MARK
 FL1782'ON THE RIGHT.
 FL1782'
 FL1782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES EAST
 FL1782'OF AMARILLO
 FL1782
 FL1782                          STATION RECOVERY (1977)
 FL1782
 FL1782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 FL1782'STATION, RM 1, RM 2 DESTROYED BY CONSTRUCTION OF SERVICE STATION.
 FL1782'AZ MARK NOT SEARCHED FOR.
 FL1782'
 FL1782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI E OF
 FL1782'AMARILLO.
 FL1782
 FL1782                          STATION RECOVERY (2004)
 FL1782
 FL1782'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1097 ***********************************************************************
 CA1097  DESIGNATION -  BRADY HIGH SCHOOL CUPOLA
 CA1097  PID         -  CA1097
 CA1097  STATE/COUNTY-  TX/MCCULLOCH
 CA1097  USGS QUAD   -  BRADY NORTH (1987)
 CA1097
 CA1097                         *CURRENT SURVEY CONTROL
 CA1097  ___________________________________________________________________
 CA1097* NAD 83(1993)-  31 07 39.24584(N)    099 20 31.25573(W)     ADJUSTED  
 CA1097* NAVD 88     -                                                        
 CA1097  ___________________________________________________________________
 CA1097  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CA1097  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CA1097
 CA1097  HORZ ORDER  -  THIRD
 CA1097
 CA1097.The horizontal coordinates were established by classical geodetic methods
 CA1097.and adjusted by the National Geodetic Survey in February 1996..
 CA1097
 CA1097
 CA1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1097
 CA1097.The geoid height was determined by GEOID03.
 CA1097
 CA1097;                    North         East     Units Scale Factor Converg.
 CA1097;SPC TX C     - 3,162,369.732   794,536.609   MT  0.99988416   +0 30 38.1
 CA1097;SPC TX C     -10,375,208.03  2,606,742.19   sFT  0.99988416   +0 30 38.1
 CA1097;UTM  14      - 3,443,790.154   467,392.585   MT  0.99961311   -0 10 36.5
 CA1097
 CA1097                          SUPERSEDED SURVEY CONTROL
 CA1097
 CA1097  NAD 83(1986)-  31 07 39.25477(N)    099 20 31.24122(W) AD(       ) 4
 CA1097  NAD 27      -  31 07 38.65000(N)    099 20 30.04000(W) AD(       ) 3
 CA1097
 CA1097.Superseded values are not recommended for survey control.
 CA1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1097.See file dsdata.txt to determine how the superseded data were derived.
 CA1097
 CA1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6739343790(NAD 83)
 CA1097_MARKER: 86 = CUPOLA
 CA1097
 CA1097  HISTORY     - Date     Condition        Report By
 CA1097  HISTORY     - 1935     FIRST OBSERVED   CGS
 CA1097  HISTORY     - 19990106 GOOD             USPSQD
 CA1097
 CA1097                          STATION DESCRIPTION
 CA1097
 CA1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1097'POINT OBSERVED UPON WAS TIP OF CUPOLA, (RED TILE) ON E END
 CA1097'OF BRADY HIGH SCHOOL, LOCATED IN SW PART OF TOWN ON HIGHEST
 CA1097'POINT.
 CA1097'
 CA1097'STATION WAS OBSERVED UPON FROM STATIONS, BRADY AND NINE.
 CA1097
 CA1097                          STATION RECOVERY (1999)
 CA1097
 CA1097'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0765 ***********************************************************************
 CA0765  DESIGNATION -  BRADY MAG 2
 CA0765  PID         -  CA0765
 CA0765  STATE/COUNTY-  TX/MCCULLOCH
 CA0765  USGS QUAD   -  BRADY NORTH (1987)
 CA0765
 CA0765                         *CURRENT SURVEY CONTROL
 CA0765  ___________________________________________________________________
 CA0765* NAD 83(1993)-  31 07 36.56693(N)    099 20 24.38828(W)     ADJUSTED  
 CA0765* NAVD 88     -       533.233  (meters)    1749.45   (feet)  ADJUSTED  
 CA0765  ___________________________________________________________________
 CA0765  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CA0765  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CA0765  DYNAMIC HT  -         532.519 (meters)    1747.11  (feet)  COMP
 CA0765  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 CA0765
 CA0765  HORZ ORDER  -  SECOND
 CA0765  VERT ORDER  -  FIRST     CLASS II
 CA0765
 CA0765.The horizontal coordinates were established by classical geodetic methods
 CA0765.and adjusted by the National Geodetic Survey in February 1996..
 CA0765
 CA0765.The orthometric height was determined by differential leveling
 CA0765.and adjusted by the National Geodetic Survey in June 1991..
 CA0765
 CA0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0765
 CA0765.The geoid height was determined by GEOID03.
 CA0765
 CA0765.The dynamic height is computed by dividing the NAVD 88
 CA0765.geopotential number by the normal gravity value computed on the
 CA0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0765.degrees latitude (g = 980.6199 gals.).
 CA0765
 CA0765.The modeled gravity was interpolated from observed gravity values.
 CA0765
 CA0765;                    North         East     Units Scale Factor Converg.
 CA0765;SPC TX C     - 3,162,288.864   794,719.260   MT  0.99988413   +0 30 41.7
 CA0765;SPC TX C     -10,374,942.71  2,607,341.44   sFT  0.99988413   +0 30 41.7
 CA0765;UTM  14      - 3,443,707.123   467,574.204   MT  0.99961297   -0 10 32.9
 CA0765
 CA0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0765!SPC TX C     -   0.99991994  x   0.99988413  =   0.99980408
 CA0765!UTM  14      -   0.99991994  x   0.99961297  =   0.99953294
 CA0765
 CA0765|---------------------------------------------------------------------|
 CA0765| PID    Reference Object                     Distance      Geod. Az  |
 CA0765|                                                           dddmmss.s |
 CA0765| CA1101 BRADY MAGNETIC STATION RESET          6.732 METERS 02358     |
 CA0765| CV4336 BRADY MAGNETIC STATION RM 2          23.904 METERS 13006     |
 CA0765| CA0767 BRADY MAG 2 RM 3                     54.921 METERS 35814     |
 CA0765| CA0764 BRADY MAG STA AZ MK                 APPROX. 0.5 KM 3585755.2 |
 CA0765|---------------------------------------------------------------------|
 CA0765
 CA0765                          SUPERSEDED SURVEY CONTROL
 CA0765
 CA0765  NAD 83(1986)-  31 07 36.57540(N)    099 20 24.37425(W) AD(       ) 2
 CA0765  NAD 27      -  31 07 35.96800(N)    099 20 23.17500(W) AD(       ) 2
 CA0765
 CA0765.Superseded values are not recommended for survey control.
 CA0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0765.See file dsdata.txt to determine how the superseded data were derived.
 CA0765
 CA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6757443707(NAD 83)
 CA0765_MARKER: DM = MAGNETIC STATION DISK
 CA0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0765_SP_SET: CONCRETE POST
 CA0765_STAMPING: BRADY MAG 2 1924 1935 1951
 CA0765_MARK LOGO: CGS   
 CA0765_PROJECTION: FLUSH
 CA0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0765+STABILITY: SURFACE MOTION
 CA0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0765+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1997
 CA0765
 CA0765  HISTORY     - Date     Condition        Report By
 CA0765  HISTORY     - 1951     MONUMENTED       CGS
 CA0765  HISTORY     - 1955     GOOD             CGS
 CA0765  HISTORY     - 1966     GOOD             CGS
 CA0765  HISTORY     - 1981     GOOD             NGS
 CA0765  HISTORY     - 1981     GOOD             NGS
 CA0765  HISTORY     - 1982     GOOD             NGS
 CA0765  HISTORY     - 19970101 GOOD             TXDOT
 CA0765  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CA0765
 CA0765                          STATION DESCRIPTION
 CA0765
 CA0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 CA0765'THE STATION IS LOCATED ON THE SCHOOL GROUNDS OF THE BRADY
 CA0765'S W SCHOOL, WHICH IS ON A HILL IN THE SW PART OF THE TOWN
 CA0765'OF BRADY.
 CA0765'
 CA0765'STATION MARK IS A STANDARD STATION DISK STAMPED BRADY MAG
 CA0765'2 1924 1935 1951, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT,
 CA0765'AND PROJECTS ABOUT 6 INCHES.  IT IS ABOUT 29 FEET E OF THE CENTER
 CA0765'OF WALNUT STREET AND 38 FEET SSW OF THE APPROXIMATE SW CORNER
 CA0765'OF THE N SCHOOL BUILDING.  (THIS BUILDING WAS IN ITS FIRST
 CA0765'STAGE OF CONSTRUCTION AT THE TIME STATION WAS ESTABLISHED.)
 CA0765'IT IS BELIEVED THAT THE STATION WILL BE LOCATED BETWEEN
 CA0765'THE STREET CURBING AND THE SIDEWALK WHEN THE CONSTRUCTION
 CA0765'IS COMPLETED.
 CA0765'
 CA0765'R.M. 2 IS A STANDARD REFERENCE DISK STAMPED BRADY MAG NO 2 1935
 CA0765'SET IN THE CONCRETE AND ROCK FOUNDATION OF THE NW CORNER
 CA0765'OF THE S SCHOOL BUILDING (OLD BUILDING).  IT IS ABOUT 1 FOOT
 CA0765'LOWER IN ELEVATION THAN THE STATION.
 CA0765'
 CA0765'R.M. 3 IS A STANDARD REFERENCE DISK STAMPED BRADY MAG NO 3
 CA0765'1951, SET IN THE CONCRETE GUTTER CURBING AT THE SE CORNER
 CA0765'OF THE INTERSECTION OF TENTH AND WALNUT STREETS, AND IS ABOUT
 CA0765'1 FOOT LOWER IN ELEVATION THAN THE STATION.
 CA0765'
 CA0765'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED BRADY
 CA0765'MAG AZI 1935, SET IN A 10-INCH SQUARE CONCRETE MONUMENT
 CA0765'PROJECTING ABOUT 6 INCHES, AND IS 0.35 MILE N OF THE STATION
 CA0765'ON THE W SIDE OF WALNUT STREET.  IT IS ABOUT MIDWAY BETWEEN
 CA0765'FOURTH AND FIFTH STREETS, ABOUT 6 FEET S OF A POWER-LINE
 CA0765'POLE, AND ABOUT 28 FEET W OF THE CENTER OF WALNUT STREET.
 CA0765'
 CA0765'UNDERGROUND MARK IS A STANDARD STATION DISK SET IN CONCRETE.
 CA0765'
 CA0765'TO REACH THE STATION FROM THE COURTHOUSE IN BRADY, TURN S
 CA0765'ON BRIDGE STREET (HIGHWAYS 87, 183, AND 283), GO TO THE TOP
 CA0765'OF THE HILL, THE STOP LIGHT AND ELEVENTH STREET, TURN RIGHT,
 CA0765'W, ON ELEVENTH STREET, AND GO FIVE BLOCKS TO WALNUT STREET
 CA0765'AND THE BRADY S W SCHOOL.  TURN RIGHT, N, ON WALNUT STREET AND GO
 CA0765'1/2 BLOCK TO THE STATION ON THE RIGHT BETWEEN TENTH AND
 CA0765'ELEVENTH STREETS.
 CA0765
 CA0765                          STATION RECOVERY (1955)
 CA0765
 CA0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CH)
 CA0765'STATION LOCATED AND IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 CA0765
 CA0765                          STATION RECOVERY (1966)
 CA0765
 CA0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WCW)
 CA0765'STATION IN GOOD CONDITION.  AZIMUTH MARK IN GOOD CONDITION,
 CA0765'HOWEVER A POWER POLE HAS BEEN PLACED DIRECTLY ON LINE BETWEEN
 CA0765'STATION AND AZIMUTH MARK.
 CA0765
 CA0765                          STATION RECOVERY (1981)
 CA0765
 CA0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CA0765'THE STATION, REFERENCE MARKS NO 2 AND NO 3 AND THE AZIMUTH MARK WERE
 CA0765'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1951.
 CA0765
 CA0765                          STATION RECOVERY (1981)
 CA0765
 CA0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0765'IN BRADY.
 CA0765'LOCATED AT THE ELEMENTARY SCHOOL BETWEEN TENTH AND ELEVENTH STREET ON
 CA0765'WALNUT STREET IN THE SOUTHWEST PART OF BRADY, 23.7 METERS (78.0 FT)
 CA0765'NORTHWEST OF NORTHWEST CORNER OF OLD SCHOOL BUILDING, 13.8 METERS
 CA0765'(45.5 FT) SOUTH SOUTHWEST OF SOUTHWEST CORNER OF NEW SCHOOL BUILDING,
 CA0765'10.3 METERS (34.0 FT) EAST OF CENTER OF WALNUT STREET, AND 5.1 METERS
 CA0765'(17.0 FT) NORTH OF A GAS METER.
 CA0765'THE MARK IS ABOVE LEVEL WITH WALNUT STREET.
 CA0765
 CA0765                          STATION RECOVERY (1982)
 CA0765
 CA0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0765'RECOVERED IN GOOD CONDITION.
 CA0765
 CA0765                          STATION RECOVERY (1997)
 CA0765
 CA0765'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 CA0765'BRADY MAG 2 1924 1935 1951 IS GOOD.  SUITABLE FOR GPS OBSERVATIONS. RM
 CA0765'2 IS GOOD.  RM 3 IS GOOD.  AZIMUTH MARK IS GOOD.  OTHER MARKS NOT
 CA0765'SEARCHED FOR.  DESCRIPTION AND -TO REACH- ARE ADEQUATE.
 CA0765
 CA0765                          STATION RECOVERY (1999)
 CA0765
 CA0765'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0767 ***********************************************************************
 CA0767  DESIGNATION -  BRADY MAG 2 RM 3
 CA0767  PID         -  CA0767
 CA0767  STATE/COUNTY-  TX/MCCULLOCH
 CA0767  USGS QUAD   -  BRADY NORTH (1987)
 CA0767
 CA0767                         *CURRENT SURVEY CONTROL
 CA0767  ___________________________________________________________________
 CA0767* NAD 83(1986)-  31 07 37.     (N)    099 20 24.     (W)     SCALED    
 CA0767* NAVD 88     -       532.691  (meters)    1747.67   (feet)  ADJUSTED  
 CA0767  ___________________________________________________________________
 CA0767  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CA0767  DYNAMIC HT  -         531.977 (meters)    1745.33  (feet)  COMP
 CA0767  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 CA0767
 CA0767  VERT ORDER  -  FIRST     CLASS II
 CA0767
 CA0767.The horizontal coordinates were scaled from a topographic map and have
 CA0767.an estimated accuracy of +/- 6 seconds.
 CA0767
 CA0767.The orthometric height was determined by differential leveling
 CA0767.and adjusted by the National Geodetic Survey in June 1991..
 CA0767
 CA0767.The geoid height was determined by GEOID03.
 CA0767
 CA0767.The dynamic height is computed by dividing the NAVD 88
 CA0767.geopotential number by the normal gravity value computed on the
 CA0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0767.degrees latitude (g = 980.6199 gals.).
 CA0767
 CA0767.The modeled gravity was interpolated from observed gravity values.
 CA0767
 CA0767;                    North         East    Units  Estimated Accuracy
 CA0767;SPC TX C     - 3,162,300.      794,730.      MT  (+/- 180 meters Scaled)
 CA0767
 CA0767                          SUPERSEDED SURVEY CONTROL
 CA0767
 CA0767.No superseded survey control is available for this station.
 CA0767
 CA0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV675437(NAD 83)
 CA0767_MARKER: DR = REFERENCE MARK DISK
 CA0767_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CA0767_SP_SET: CURB
 CA0767_STAMPING: BRADY MAG 2 NO 3 1951
 CA0767_MARK LOGO: CGS   
 CA0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0767
 CA0767  HISTORY     - Date     Condition        Report By
 CA0767  HISTORY     - 1951     MONUMENTED       CGS
 CA0767  HISTORY     - 1981     GOOD             NGS
 CA0767  HISTORY     - 1982     GOOD             NGS
 CA0767  HISTORY     - 19990106 MARK NOT FOUND   USPSQD
 CA0767
 CA0767                          STATION DESCRIPTION
 CA0767
 CA0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0767'IN BRADY.
 CA0767'IN BRADY, IN TOP OF THE SOUTHEAST CURB OF THE INTERSECTION OF WALNUT
 CA0767'AND TENTH STREETS, AT THE NORTHWEST CORNER OF THE SOUTH WARD
 CA0767'ELEMENTARY SCHOOL LAWN, 54.9 METERS (180.1 FT) NORTH OF THE STATION
 CA0767'MARK, 7.3 METERS (24.0 FT) SOUTH OF THE CENTER OF TENTH STREET AND 6.3
 CA0767'METERS (20.7 FT) EAST OF THE CENTER OF WALNUT STREET.
 CA0767'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 CA0767
 CA0767                          STATION RECOVERY (1982)
 CA0767
 CA0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0767'AT THE ELEMENTARY SCHOOL BETWEEN TENTH AND ELEVENTH STREET ON WALNUT
 CA0767'STREET IN THE SOUTHWEST PART OF BRADY, SET IN CURB OF STREET,
 CA0767'54.8 METERS (180.0 FT) NORTH OF STATION BRADY MAG, 8.5 METERS
 CA0767'(28.0 FT) SOUTH OF THE CENTER OF TENTH STREET, 7.0 METERS (23.0 FT)
 CA0767'EAST OF THE CENTER OF WALNUT STREET, AND 9.4 METERS (31.0 FT) NORTH
 CA0767'NORTHWEST OF NORTHWEST CORNER OF BRICK SCHOOL BUILDING.
 CA0767'THE MARK IS ABOVE LEVEL WITH WALNUT STREET.
 CA0767
 CA0767                          STATION RECOVERY (1999)
 CA0767
 CA0767'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0766 ***********************************************************************
 CA0766  DESIGNATION -  BRADY MAG RM 2
 CA0766  PID         -  CA0766
 CA0766  STATE/COUNTY-  TX/MCCULLOCH
 CA0766  USGS QUAD   -  BRADY NORTH (1987)
 CA0766
 CA0766                         *CURRENT SURVEY CONTROL
 CA0766  ___________________________________________________________________
 CA0766* NAD 83(1986)-  31 07 37.     (N)    099 20 24.     (W)     SCALED    
 CA0766* NAVD 88     -       533.196  (meters)    1749.33   (feet)  ADJUSTED  
 CA0766  ___________________________________________________________________
 CA0766  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CA0766  DYNAMIC HT  -         532.482 (meters)    1746.98  (feet)  COMP
 CA0766  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 CA0766
 CA0766  VERT ORDER  -  FIRST     CLASS II
 CA0766
 CA0766.The horizontal coordinates were scaled from a topographic map and have
 CA0766.an estimated accuracy of +/- 6 seconds.
 CA0766
 CA0766.The orthometric height was determined by differential leveling
 CA0766.and adjusted by the National Geodetic Survey in June 1991..
 CA0766
 CA0766.The geoid height was determined by GEOID03.
 CA0766
 CA0766.The dynamic height is computed by dividing the NAVD 88
 CA0766.geopotential number by the normal gravity value computed on the
 CA0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0766.degrees latitude (g = 980.6199 gals.).
 CA0766
 CA0766.The modeled gravity was interpolated from observed gravity values.
 CA0766
 CA0766;                    North         East    Units  Estimated Accuracy
 CA0766;SPC TX C     - 3,162,300.      794,730.      MT  (+/- 180 meters Scaled)
 CA0766
 CA0766                          SUPERSEDED SURVEY CONTROL
 CA0766
 CA0766.No superseded survey control is available for this station.
 CA0766
 CA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV675437(NAD 83)
 CA0766_MARKER: DR = REFERENCE MARK DISK
 CA0766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0766_SP_SET: FOUNDATION OF BUILDING
 CA0766_STAMPING: BRADY MAG NO 2 1935
 CA0766_MARK LOGO: CGS   
 CA0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0766
 CA0766  HISTORY     - Date     Condition        Report By
 CA0766  HISTORY     - 1935     MONUMENTED       CGS
 CA0766  HISTORY     - 1981     GOOD             NGS
 CA0766  HISTORY     - 1982     GOOD             NGS
 CA0766  HISTORY     - 19990106 GOOD             USPSQD
 CA0766
 CA0766                          STATION DESCRIPTION
 CA0766
 CA0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0766'IN BRADY.
 CA0766'IN BRADY, IN TOP OF THE CONCRETE AND ROCK FOUNDATION AT THE NORTHWEST
 CA0766'CORNER OF THE SOUTH WARD ELEMENTARY SCHOOL, AT THE INTERSECTION OF
 CA0766'WALNUT AND TENTH STREETS, 28.9 METERS (94.8 FT) EAST OF THE CENTER OF
 CA0766'WALNUT STREET, 23.9 METERS (78.4 FT) SOUTHEAST OF THE STATION MARK,
 CA0766'0.6 METER (2.0 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK AND 0.3 METER
 CA0766'(1.0 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE SOUTH SCHOOL
 CA0766'BUILDING.
 CA0766'THE MARK IS 0.3 M ABOVE THE GROUND.
 CA0766
 CA0766                          STATION RECOVERY (1982)
 CA0766
 CA0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0766'AT THE ELEMENTARY SCHOOL BETWEEN TENTH AND ELEVENTH STREET ON WALNUT
 CA0766'STREET IN THE SOUTHWEST PART OF BRADY, SET IN CONCRETE AND ROCK
 CA0766'FOUNDATION OF NORTHWEST CORNER OF SOUTH SCHOOL BUILDING, 28.9 METERS
 CA0766'(95.0 FT) EAST OF CENTER OF WALNUT STREET, 23.7 METERS (78.0 FT)
 CA0766'SOUTHEAST OF STATION BRADY MAG, AND 21.0 METERS (69.0 FT) SOUTHEAST OF
 CA0766'GAS METER.
 CA0766'THE MARK IS 0.3 M ABOVE GROUND.
 CA0766
 CA0766                          STATION RECOVERY (1999)
 CA0766
 CA0766'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0764 ***********************************************************************
 CA0764  DESIGNATION -  BRADY MAG STA AZ MK
 CA0764  PID         -  CA0764
 CA0764  STATE/COUNTY-  TX/MCCULLOCH
 CA0764  USGS QUAD   -  BRADY NORTH (1987)
 CA0764
 CA0764                         *CURRENT SURVEY CONTROL
 CA0764  ___________________________________________________________________
 CA0764* NAD 83(1993)-  31 07 52.80585(N)    099 20 24.72922(W)     ADJUSTED  
 CA0764* NAVD 88     -       528.467  (meters)    1733.81   (feet)  ADJUSTED  
 CA0764  ___________________________________________________________________
 CA0764  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CA0764  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CA0764  DYNAMIC HT  -         527.759 (meters)    1731.49  (feet)  COMP
 CA0764  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 CA0764
 CA0764  HORZ ORDER  -  SECOND
 CA0764  VERT ORDER  -  FIRST     CLASS II
 CA0764
 CA0764.The horizontal coordinates were established by classical geodetic methods
 CA0764.and adjusted by the National Geodetic Survey in February 1996..
 CA0764
 CA0764.The orthometric height was determined by differential leveling
 CA0764.and adjusted by the National Geodetic Survey in June 1991..
 CA0764
 CA0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0764
 CA0764.The geoid height was determined by GEOID03.
 CA0764
 CA0764.The dynamic height is computed by dividing the NAVD 88
 CA0764.geopotential number by the normal gravity value computed on the
 CA0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0764.degrees latitude (g = 980.6199 gals.).
 CA0764
 CA0764.The modeled gravity was interpolated from observed gravity values.
 CA0764
 CA0764;                    North         East     Units Scale Factor Converg.
 CA0764;SPC TX C     - 3,162,788.827   794,705.764   MT  0.99988430   +0 30 41.5
 CA0764;SPC TX C     -10,376,583.01  2,607,297.16   sFT  0.99988430   +0 30 41.5
 CA0764;UTM  14      - 3,444,207.076   467,566.709   MT  0.99961297   -0 10 33.2
 CA0764
 CA0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0764!SPC TX C     -   0.99992069  x   0.99988430  =   0.99980500
 CA0764!UTM  14      -   0.99992069  x   0.99961297  =   0.99953369
 CA0764
 CA0764:                Primary Azimuth Mark                     Grid Az
 CA0764:SPC TX C     -  BRADY MAGNETIC STATION RESET             178 07 25.4
 CA0764:UTM  14      -  BRADY MAGNETIC STATION RESET             178 48 40.1
 CA0764
 CA0764|---------------------------------------------------------------------|
 CA0764| PID    Reference Object                     Distance      Geod. Az  |
 CA0764|                                                           dddmmss.s |
 CA0764| CA1101 BRADY MAGNETIC STATION RESET        494.110 METERS 1783806.9 |
 CA0764| CA0765 BRADY MAG 2                         APPROX. 0.5 KM 1785755.0 |
 CA0764|---------------------------------------------------------------------|
 CA0764
 CA0764                          SUPERSEDED SURVEY CONTROL
 CA0764
 CA0764  NAD 83(1986)-  31 07 52.81418(N)    099 20 24.71521(W) AD(       ) 2
 CA0764
 CA0764.Superseded values are not recommended for survey control.
 CA0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0764.See file dsdata.txt to determine how the superseded data were derived.
 CA0764
 CA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6756744207(NAD 83)
 CA0764_MARKER: DZ = AZIMUTH MARK DISK
 CA0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0764_SP_SET: CONCRETE POST
 CA0764_STAMPING: BRADY MAG AZI 1935
 CA0764_MARK LOGO: CGS   
 CA0764_PROJECTION: PROJECTING 20 CENTIMETERS
 CA0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0764+STABILITY: SURFACE MOTION
 CA0764
 CA0764  HISTORY     - Date     Condition        Report By
 CA0764  HISTORY     - 1935     MONUMENTED       CGS
 CA0764  HISTORY     - 1981     GOOD             NGS
 CA0764  HISTORY     - 1982     GOOD             NGS
 CA0764  HISTORY     - 19990106 GOOD             USPSQD
 CA0764
 CA0764                          STATION DESCRIPTION
 CA0764
 CA0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0764'IN BRADY.
 CA0764'IN BRADY, IN THE EAST EDGE OF THE LAWN AT 500 SOUTH WALNUT STREET,
 CA0764'53.0 METERS (173.9 FT) NORTH OF THE CENTER OF FIFTH STREET, 32.9
 CA0764'METERS (107.9 FT) SOUTH OF THE CENTER OF FOURTH STREET, 12.2 METERS
 CA0764'(40.0 FT) NORTH OF A UTILITY POLE, 11.4 METERS (37.4 FT) SOUTHEAST OF
 CA0764'THE SOUTHEAST CORNER OF THE HOUSE AND 8.5 METERS (27.9 FT) WEST OF THE
 CA0764'CENTER OF WALNUT STREET.
 CA0764'THE MARK IS 0.3 M ABOVE WALNUT STREET.
 CA0764
 CA0764                          STATION RECOVERY (1982)
 CA0764
 CA0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0764'0.4 KM (0.25 MI) WEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 CA0764'BRADY, THENCE 0.4 KM (0.25 MI) SOUTH ALONG WALNUT STREET, SET ON WEST
 CA0764'SIDE OF WALNUT STREET, BETWEEN FOURTH AND FIFTH STREET, 12.1 METERS
 CA0764'(40.0 FT) NORTH OF A POWER POLE, 11.0 METERS (36.5 FT) SOUTHEAST OF
 CA0764'THE SOUTHEAST CORNER OF A HOUSE LOCATED AT THE SOUTHWEST CORNER OF
 CA0764'WALNUT AND FOURTH STREET, AND 9.1 METERS (30.0 FT) WEST OF CENTER OF
 CA0764'WALNUT STREET.
 CA0764'THE MARK IS ABOVE LEVEL WITH WALNUT STREET.
 CA0764
 CA0764                          STATION RECOVERY (1999)
 CA0764
 CA0764'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1101 ***********************************************************************
 CA1101  DESIGNATION -  BRADY MAGNETIC STATION RESET
 CA1101  PID         -  CA1101
 CA1101  STATE/COUNTY-  TX/MCCULLOCH
 CA1101  USGS QUAD   -  BRADY NORTH (1987)
 CA1101
 CA1101                         *CURRENT SURVEY CONTROL
 CA1101  ___________________________________________________________________
 CA1101* NAD 83(1993)-  31 07 36.76666(N)    099 20 24.28503(W)     ADJUSTED  
 CA1101* NAVD 88     -       534.     (meters)    1752.     (feet)  SCALED    
 CA1101  ___________________________________________________________________
 CA1101  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CA1101  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CA1101
 CA1101  HORZ ORDER  -  SECOND
 CA1101
 CA1101.The horizontal coordinates were established by classical geodetic methods
 CA1101.and adjusted by the National Geodetic Survey in February 1996..
 CA1101
 CA1101.The orthometric height was scaled from a topographic map.
 CA1101
 CA1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1101
 CA1101.The geoid height was determined by GEOID03.
 CA1101
 CA1101;                    North         East     Units Scale Factor Converg.
 CA1101;SPC TX C     - 3,162,295.039   794,721.940   MT  0.99988413   +0 30 41.7
 CA1101;SPC TX C     -10,374,962.97  2,607,350.23   sFT  0.99988413   +0 30 41.7
 CA1101;UTM  14      - 3,443,713.263   467,576.957   MT  0.99961297   -0 10 32.9
 CA1101
 CA1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1101!SPC TX C     -   0.99991981  x   0.99988413  =   0.99980395
 CA1101!UTM  14      -   0.99991981  x   0.99961297  =   0.99953281
 CA1101
 CA1101|---------------------------------------------------------------------|
 CA1101| PID    Reference Object                     Distance      Geod. Az  |
 CA1101|                                                           dddmmss.s |
 CA1101| CV4337 BRADY MAGNETIC STATION RM 1          33.494 METERS 04306     |
 CA1101| CV4336 BRADY MAGNETIC STATION RM 2          27.045 METERS 14411     |
 CA1101| CA0765 BRADY MAG 2                           6.732 METERS 20358     |
 CA1101| CA0902 BRADY                               188.021 METERS 24108     |
 CA1101| CA0764 BRADY MAG STA AZ MK                 494.110 METERS 3583807.1 |
 CA1101|---------------------------------------------------------------------|
 CA1101
 CA1101                          SUPERSEDED SURVEY CONTROL
 CA1101
 CA1101  NAD 83(1986)-  31 07 36.77512(N)    099 20 24.27100(W) AD(       ) 2
 CA1101  NAD 27      -  31 07 36.16800(N)    099 20 23.07200(W) AD(       ) 2
 CA1101
 CA1101.Superseded values are not recommended for survey control.
 CA1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1101.See file dsdata.txt to determine how the superseded data were derived.
 CA1101
 CA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6757743713(NAD 83)
 CA1101_MARKER: DM = MAGNETIC STATION DISK
 CA1101_SETTING: 66 = SET IN ROCK OUTCROP
 CA1101_SP_SET: PARTIALLY EXPOSED BEDROCK
 CA1101
 CA1101  HISTORY     - Date     Condition        Report By
 CA1101  HISTORY     - 1935     MONUMENTED       CGS
 CA1101  HISTORY     - 1937     GOOD             TXHD
 CA1101  HISTORY     - 1951     GOOD             CGS
 CA1101  HISTORY     - 19990106 GOOD             USPSQD
 CA1101
 CA1101                          STATION DESCRIPTION
 CA1101
 CA1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1101'THIS WAS AN OLD MAGNETIC STATION, ESTABLISHED IN 1924, AND
 CA1101'WAS TIED INTO TRIANGULATION THIS YEAR FOR THE FIRST TIME.
 CA1101'THE OLD STATION WAS A STANDARD MARK SET IN PROJECTING BEDROCK.
 CA1101'THE DISK HAD BEEN BROKEN OFF, BUT THE STEM STILL REMAINED.
 CA1101'A NEW MARK WAS INSTALLED.
 CA1101'
 CA1101'THE STATION IS IN THE CENTER OF THE W EDGE OF THE SCHOOLYARD.
 CA1101'THE BUILDING IS MARKED BRADY HIGH SCHOOL, BUT IS USED ONLY
 CA1101'AS A GRADE SCHOOL.
 CA1101'
 CA1101'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE
 CA1101'BLOCK NE OF STATION, 99 FEET E OF CENTER LINE OF WALNUT STREET.
 CA1101'MARK PROJECTS 6 INCHES.
 CA1101'
 CA1101'REFERENCE MARK NO. 2 IS SET IN CONCRETE BLOCK IN THE NW CORNER
 CA1101'OF THE SCHOOL BUILDING, IS SE OF THE STATION, AND PROJECTS
 CA1101'8 INCHES.
 CA1101'
 CA1101'AZIMUTH MARK IS 0.35 MILE N OF THE STATION.  TO REACH GO N
 CA1101'ON WALNUT STREET FOR 0.35 MILE TO MARK ON LEFT.  MARK IS 21
 CA1101'FEET W OF CENTER LINE OF STREET.  IT IS A STANDARD DISK SET
 CA1101'IN CONCRETE.  IT PROJECTS 6 INCHES.
 CA1101'
 CA1101'TO REACH THE STATION FROM THE COURTHOUSE IN BRADY, GO S ON
 CA1101'STATE HIGHWAY 9 FOR 10 BLOCKS, TURN RIGHT (W), GO 5 BLOCKS,
 CA1101'TURN RIGHT (S) GO 1/2 BLOCK TO STATION ON RIGHT (E).  MARK IS
 CA1101'36 FEET E OF CENTER LINE OF WALNUT STREET AND 165 FEET S
 CA1101'OF CENTER LINE OF TENTH STREET.
 CA1101'
 CA1101'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 CA1101
 CA1101                          STATION RECOVERY (1937)
 CA1101
 CA1101'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1101'STATION RECOVERED AS DESCRIBED.  SURFACE MARK IN GOOD CONDITION.
 CA1101
 CA1101                          STATION RECOVERY (1951)
 CA1101
 CA1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 CA1101'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 CA1101'IN GOOD CONDITION.  THE STATION DISK AND R.M. 1 WERE DESTROYED
 CA1101'AND BRADY MAGNETIC 2 WAS ESTABLISHED.  SEE DESCRIPTION TO BRADY
 CA1101'MAGNETIC 2.
 CA1101
 CA1101                          STATION RECOVERY (1999)
 CA1101
 CA1101'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1099 ***********************************************************************
 CA1099  DESIGNATION -  BRADY MC CULLOCH STHSE SPIRE
 CA1099  PID         -  CA1099
 CA1099  STATE/COUNTY-  TX/MCCULLOCH
 CA1099  USGS QUAD   -  BRADY NORTH (1987)
 CA1099
 CA1099                         *CURRENT SURVEY CONTROL
 CA1099  ___________________________________________________________________
 CA1099* NAD 83(1993)-  31 08 06.63017(N)    099 20 05.62905(W)     ADJUSTED  
 CA1099* NAVD 88     -                                                        
 CA1099  ___________________________________________________________________
 CA1099  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CA1099  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 CA1099
 CA1099  HORZ ORDER  -  THIRD
 CA1099
 CA1099.The horizontal coordinates were established by classical geodetic methods
 CA1099.and adjusted by the National Geodetic Survey in February 1996..
 CA1099
 CA1099
 CA1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1099
 CA1099.The geoid height was determined by GEOID03.
 CA1099
 CA1099;                    North         East     Units Scale Factor Converg.
 CA1099;SPC TX C     - 3,163,219.047   795,207.877   MT  0.99988446   +0 30 51.3
 CA1099;SPC TX C     -10,377,994.49  2,608,944.51   sFT  0.99988446   +0 30 51.3
 CA1099;UTM  14      - 3,444,631.126   468,073.809   MT  0.99961257   -0 10 23.4
 CA1099
 CA1099                          SUPERSEDED SURVEY CONTROL
 CA1099
 CA1099  NAD 83(1986)-  31 08 06.63928(N)    099 20 05.61459(W) AD(       ) 4
 CA1099  NAD 27      -  31 08 06.03200(N)    099 20 04.41700(W) AD(       ) 3
 CA1099
 CA1099.Superseded values are not recommended for survey control.
 CA1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1099.See file dsdata.txt to determine how the superseded data were derived.
 CA1099
 CA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6807444631(NAD 83)
 CA1099_MARKER: 89 = SPIRE
 CA1099
 CA1099  HISTORY     - Date     Condition        Report By
 CA1099  HISTORY     - 1935     FIRST OBSERVED   CGS
 CA1099  HISTORY     - 19990106 GOOD             USPSQD
 CA1099
 CA1099                          STATION DESCRIPTION
 CA1099
 CA1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1099'POINT OBSERVED UPON WAS TIP OF SPIRE ON COUNTY COURTHOUSE
 CA1099'LOCATED IN SQUARE IN CENTER OF TOWN OF BRADY.
 CA1099'
 CA1099'STATION WAS OBSERVED UPON FROM STATIONS, VOCA, BRADY S. BASE,
 CA1099'BRADY, STRUCK AND NINE.
 CA1099
 CA1099                          STATION RECOVERY (1999)
 CA1099
 CA1099'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1109 ***********************************************************************
 CA1109  DESIGNATION -  BRADY MCCULLOCH ELEC COOP MAST
 CA1109  PID         -  CA1109
 CA1109  STATE/COUNTY-  TX/MCCULLOCH
 CA1109  USGS QUAD   -  WEST SWEDEN (1987)
 CA1109
 CA1109                         *CURRENT SURVEY CONTROL
 CA1109  ___________________________________________________________________
 CA1109* NAD 83(1993)-  31 12 25.19712(N)    099 23 27.55265(W)     ADJUSTED  
 CA1109* NAVD 88     -                                                        
 CA1109  ___________________________________________________________________
 CA1109  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CA1109  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CA1109
 CA1109  HORZ ORDER  -  THIRD
 CA1109
 CA1109.The horizontal coordinates were established by classical geodetic methods
 CA1109.and adjusted by the National Geodetic Survey in February 1996..
 CA1109
 CA1109
 CA1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1109
 CA1109.The geoid height was determined by GEOID03.
 CA1109
 CA1109;                    North         East     Units Scale Factor Converg.
 CA1109;SPC TX C     - 3,171,134.514   789,791.996   MT  0.99988815   +0 29 07.3
 CA1109;SPC TX C     -10,403,963.82  2,591,175.91   sFT  0.99988815   +0 29 07.3
 CA1109;UTM  14      - 3,452,608.858   462,754.763   MT  0.99961711   -0 12 09.3
 CA1109
 CA1109                          SUPERSEDED SURVEY CONTROL
 CA1109
 CA1109  NAD 83(1986)-  31 12 25.20620(N)    099 23 27.53824(W) AD(       ) 4
 CA1109  NAD 27      -  31 12 24.60012(N)    099 23 26.33575(W) AD(       ) 3
 CA1109
 CA1109.Superseded values are not recommended for survey control.
 CA1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1109.See file dsdata.txt to determine how the superseded data were derived.
 CA1109
 CA1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6275552609(NAD 83)
 CA1109_MARKER: 42 = RADIO/TV MAST
 CA1109
 CA1109  HISTORY     - Date     Condition        Report By
 CA1109  HISTORY     - 1971     FIRST OBSERVED   NGS
 CA1109  HISTORY     - 19990108 GOOD             USPSQD
 CA1109
 CA1109                          STATION DESCRIPTION
 CA1109
 CA1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1109'THE INTERSECTED STATION IS A 150 FOOT, RED AND WHITE, TRIANGULAR
 CA1109'RADIO MAST OWNED BY MC CULLOCH ELECTRIC CO-OP, INCORPORATED,
 CA1109'BRADY, TEXAS.  LOCATED NORTH 34 DEG WEST, 6 MILES AIRLINE
 CA1109'FROM BRADY, TEXAS, 0.8 MILES WEST OF U.S. HIGHWAY 283 ON
 CA1109'TIMBERED TOP.
 CA1109'
 CA1109'TO REACH FROM COURTHOUSE IN BRADY, TEXAS, GO 3.6 MILES NORTHWEST
 CA1109'ON U.S. HIGHWAYS 87 AND 283 TO JUNCTION, GO 2.5 MILES NORTH
 CA1109'OF U.S. HIGHWAY 283 TO PRIVATE DRIVE AND LOCKED GATE ON
 CA1109'LEFT (WEST), GO 0.5 MILE WEST, THENCE 0.2 MILE NORTH ON
 CA1109'PRIVATE DRIVE TO TRACK ROAD LEFT (WEST), GO 0.4 MILE SOUTHWEST
 CA1109'ON TRACK ROAD TO STATION SITE.
 CA1109'
 CA1109'THE POINT OBSERVED IS THE CENTER LINE OF THE MAST.
 CA1109'
 CA1109'INTERSECTED FROM SHELTON USC AND GS 1935, STRUCT USC AND GS
 CA1109'1935, AND KAWKINS ET 1960-1971.
 CA1109
 CA1109                          STATION RECOVERY (1999)
 CA1109
 CA1109'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1098 ***********************************************************************
 CA1098  DESIGNATION -  BRADY MUNICIPAL TANK
 CA1098  PID         -  CA1098
 CA1098  STATE/COUNTY-  TX/MCCULLOCH
 CA1098  USGS QUAD   -  BRADY NORTH (1987)
 CA1098
 CA1098                         *CURRENT SURVEY CONTROL
 CA1098  ___________________________________________________________________
 CA1098* NAD 83(1993)-  31 07 33.17646(N)    099 20 30.26042(W)     ADJUSTED  
 CA1098* NAVD 88     -                                                        
 CA1098  ___________________________________________________________________
 CA1098  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CA1098  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CA1098
 CA1098  HORZ ORDER  -  THIRD
 CA1098
 CA1098.The horizontal coordinates were established by classical geodetic methods
 CA1098.and adjusted by the National Geodetic Survey in February 1996..
 CA1098
 CA1098
 CA1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1098
 CA1098.The geoid height was determined by GEOID03.
 CA1098
 CA1098;                    North         East     Units Scale Factor Converg.
 CA1098;SPC TX C     - 3,162,183.074   794,564.640   MT  0.99988409   +0 30 38.6
 CA1098;SPC TX C     -10,374,595.64  2,606,834.16   sFT  0.99988409   +0 30 38.6
 CA1098;UTM  14      - 3,443,603.224   467,418.368   MT  0.99961309   -0 10 36.0
 CA1098
 CA1098                          SUPERSEDED SURVEY CONTROL
 CA1098
 CA1098  NAD 83(1986)-  31 07 33.18511(N)    099 20 30.24639(W) AD(       ) 4
 CA1098  NAD 27      -  31 07 32.58300(N)    099 20 29.04900(W) AD(       ) 3
 CA1098
 CA1098.Superseded values are not recommended for survey control.
 CA1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1098.See file dsdata.txt to determine how the superseded data were derived.
 CA1098
 CA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6741843603(NAD 83)
 CA1098_MARKER: 53 = ELEVATED TANK
 CA1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA1098+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 CA1098
 CA1098  HISTORY     - Date     Condition        Report By
 CA1098  HISTORY     - 1935     FIRST OBSERVED   CGS
 CA1098  HISTORY     - 19990106 GOOD             USPSQD
 CA1098  HISTORY     - 20040828 GOOD             USPSQD
 CA1098
 CA1098                          STATION DESCRIPTION
 CA1098
 CA1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1098'THE TANK IS 69 FEET SSE OF STATION BRADY.  POINT OBSERVED
 CA1098'UPON WAS FINIAL, BLACK MUNICIPAL WATER TANK.  TANK IS LOCATED
 CA1098'IN SOUTH BRADY, ON HIGHEST HILL IN VICINITY.  TANK IS APPROXIMATELY
 CA1098'50 FEET HIGH.
 CA1098'
 CA1098'STATION OBSERVED UPON FROM STATIONS, VOCA, BRADY S. BASE,
 CA1098'BRADY, STRUCK AND NINE.
 CA1098
 CA1098                          STATION RECOVERY (1999)
 CA1098
 CA1098'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1098'RECOVERED IN GOOD CONDITION.
 CA1098
 CA1098                          STATION RECOVERY (2004)
 CA1098
 CA1098'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 CA1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0901 ***********************************************************************
 CA0901  DESIGNATION -  BRADY RM 1
 CA0901  PID         -  CA0901
 CA0901  STATE/COUNTY-  TX/MCCULLOCH
 CA0901  USGS QUAD   -  BRADY NORTH (1987)
 CA0901
 CA0901                         *CURRENT SURVEY CONTROL
 CA0901  ___________________________________________________________________
 CA0901* NAD 83(1986)-  31 07 34.     (N)    099 20 31.     (W)     SCALED    
 CA0901* NAVD 88     -       533.656  (meters)    1750.84   (feet)  ADJUSTED  
 CA0901  ___________________________________________________________________
 CA0901  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CA0901  DYNAMIC HT  -         532.941 (meters)    1748.49  (feet)  COMP
 CA0901  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 CA0901
 CA0901  VERT ORDER  -  FIRST     CLASS II
 CA0901
 CA0901.The horizontal coordinates were scaled from a topographic map and have
 CA0901.an estimated accuracy of +/- 6 seconds.
 CA0901
 CA0901.The orthometric height was determined by differential leveling
 CA0901.and adjusted by the National Geodetic Survey in June 1991..
 CA0901
 CA0901.The geoid height was determined by GEOID03.
 CA0901
 CA0901.The dynamic height is computed by dividing the NAVD 88
 CA0901.geopotential number by the normal gravity value computed on the
 CA0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0901.degrees latitude (g = 980.6199 gals.).
 CA0901
 CA0901.The modeled gravity was interpolated from observed gravity values.
 CA0901
 CA0901;                    North         East    Units  Estimated Accuracy
 CA0901;SPC TX C     - 3,162,210.      794,550.      MT  (+/- 180 meters Scaled)
 CA0901
 CA0901                          SUPERSEDED SURVEY CONTROL
 CA0901
 CA0901.No superseded survey control is available for this station.
 CA0901
 CA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV673436(NAD 83)
 CA0901_MARKER: DR = REFERENCE MARK DISK
 CA0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0901_SP_SET: CONCRETE POST
 CA0901_STAMPING: BRADY NO 1 1935
 CA0901_MARK LOGO: CGS   
 CA0901_PROJECTION: PROJECTING 10 CENTIMETERS
 CA0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0901+STABILITY: SURFACE MOTION
 CA0901
 CA0901  HISTORY     - Date     Condition        Report By
 CA0901  HISTORY     - 1935     MONUMENTED       CGS
 CA0901  HISTORY     - 1982     GOOD             NGS
 CA0901  HISTORY     - 19990106 GOOD             USPSQD
 CA0901
 CA0901                          STATION DESCRIPTION
 CA0901
 CA0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0901'IN BRADY.
 CA0901'1.0 KM (0.6 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 CA0901'BRADY, THENCE 0.6 KM (0.4 MI) WEST ALONG ELEVENTH STREET TO THE CORNER
 CA0901'OF ELEVENTH AND WALL, 5.4 METERS (18.0 FT) NORTH OF CENTER OF ELEVENTH
 CA0901'STREET, 41.4 METERS (136.0 FT) WEST OF CENTER OF CHINA STREET,
 CA0901'39.9 METERS (131.0 FT) EAST OF CENTER OF WALL STREET, 0.4 METER
 CA0901'(1.5 FT) SOUTHWEST OF TELEPHONE POLE, AND 0.9 METER (3.0 FT) NORTH OF
 CA0901'A CURB.
 CA0901'THE MARK IS 0.3 M ABOVE ELEVENTH STREET.
 CA0901
 CA0901                          STATION RECOVERY (1999)
 CA0901
 CA0901'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1100 ***********************************************************************
 CA1100  DESIGNATION -  BRADY SOUTH BASE
 CA1100  PID         -  CA1100
 CA1100  STATE/COUNTY-  TX/MCCULLOCH
 CA1100  USGS QUAD   -  BRADY NORTH (1987)
 CA1100
 CA1100                         *CURRENT SURVEY CONTROL
 CA1100  ___________________________________________________________________
 CA1100* NAD 83(1993)-  31 09 16.90157(N)    099 16 34.52687(W)     ADJUSTED  
 CA1100* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 CA1100  ___________________________________________________________________
 CA1100  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CA1100  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 CA1100
 CA1100  HORZ ORDER  -  FIRST
 CA1100
 CA1100.The horizontal coordinates were established by classical geodetic methods
 CA1100.and adjusted by the National Geodetic Survey in February 1996..
 CA1100
 CA1100.The orthometric height was scaled from a topographic map.
 CA1100
 CA1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1100
 CA1100.The geoid height was determined by GEOID03.
 CA1100
 CA1100;                    North         East     Units Scale Factor Converg.
 CA1100;SPC TX C     - 3,165,434.563   800,778.835   MT  0.99988531   +0 32 40.0
 CA1100;SPC TX C     -10,385,263.23  2,627,221.89   sFT  0.99988531   +0 32 40.0
 CA1100;UTM  14      - 3,446,779.058   473,669.411   MT  0.99960855   -0 08 34.5
 CA1100
 CA1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1100!SPC TX C     -   0.99992094  x   0.99988531  =   0.99980625
 CA1100!UTM  14      -   0.99992094  x   0.99960855  =   0.99952952
 CA1100
 CA1100:                Primary Azimuth Mark                     Grid Az
 CA1100:SPC TX C     -  BRADY SOUTH BASE AZ MK                   042 08 36.6
 CA1100:UTM  14      -  BRADY SOUTH BASE AZ MK                   042 49 51.1
 CA1100
 CA1100|---------------------------------------------------------------------|
 CA1100| PID    Reference Object                     Distance      Geod. Az  |
 CA1100|                                                           dddmmss.s |
 CA1100| CV4341 BRADY SOUTH BASE AZ MK                             0424116.6 |
 CA1100| CV4342 BRADY SOUTH BASE RM 1                32.004 METERS 23638     |
 CA1100| CA1098 BRADY MUNICIPAL TANK                APPROX. 7.0 KM 2425527.7 |
 CA1100| CA1099 BRADY MC CULLOCH STHSE SPIRE        APPROX. 6.0 KM 2485126.2 |
 CA1100| CV4343 BRADY SOUTH BASE RM 2                34.244 METERS 33043     |
 CA1100|---------------------------------------------------------------------|
 CA1100
 CA1100                          SUPERSEDED SURVEY CONTROL
 CA1100
 CA1100  NAD 83(1986)-  31 09 16.90998(N)    099 16 34.51263(W) AD(       ) 1
 CA1100  NAD 27      -  31 09 16.30500(N)    099 16 33.32200(W) AD(       ) 1
 CA1100
 CA1100.Superseded values are not recommended for survey control.
 CA1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1100.See file dsdata.txt to determine how the superseded data were derived.
 CA1100
 CA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7366946779(NAD 83)
 CA1100_MARKER: DS = TRIANGULATION STATION DISK
 CA1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1100
 CA1100  HISTORY     - Date     Condition        Report By
 CA1100  HISTORY     - 1935     MONUMENTED       CGS
 CA1100  HISTORY     - 1955     GOOD             CGS
 CA1100  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA1100
 CA1100                          STATION DESCRIPTION
 CA1100
 CA1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1100'STATION IS ALONG RIGHT-OF-WAY OF FRISCO LINES BETWEEN BRADY
 CA1100'AND ROCHELLE, ABOUT 6 MILES S OF ROCHELLE, 3.5 MILES N OF
 CA1100'BRADY, 0.2 MILE S OF INTERSECTION OF SANTA FE AND FRISCO
 CA1100'TRACKS, 51 FEET W OF W RAIL OF FRISCO TRACKS, 10 FEET W OF
 CA1100'THIRD TELEPHONE POLE S OF MILE POST 920.25, AND 21 FEET E
 CA1100'OF W RIGHT-OF-WAY FENCE OF FRISCO LINES.
 CA1100'
 CA1100'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CA1100'BRONZE DISKS SET IN CONCRETE.
 CA1100'
 CA1100'REFERENCE MARK NO. 1 IS S OF STATION, ON TOP OF A BANK 50
 CA1100'FEET W OF W RAIL OF FRISCO LINES.
 CA1100'
 CA1100'REFERENCE MARK NO. 2 IS W OF STATION, 173 FEET W OF W RAIL
 CA1100'OF FRISCO TRACK, 51 FEET E OF E RAIL OF SANTA FE TRACKS, AT
 CA1100'FOOT OF EMBANKMENT.
 CA1100'
 CA1100'AZIMUTH MARK IS N OF STATION, 16.5 FEET W OF W RAIL OF FRISCO
 CA1100'TRACKS, 66 FEET E OF CENTER LINE OF HIGHWAY 10.  TO REACH
 CA1100'FROM STATION GO N ABOUT 0.2 MILE TO GATE, THENCE RIGHT (N)
 CA1100'FOR 0.65 MILE TO MARK ON RAILROAD RIGHT-OF-WAY.
 CA1100'
 CA1100'TO REACH STATION FROM COURTHOUSE IN BRADY, GO N ON HIGHWAY
 CA1100'10, FOR 4.2 MILES TO GATE JUST S OF INTERSECTION OF SANTA
 CA1100'FE AND FRISCO LINES, THENCE RIGHT THROUGH GATE AND ACROSS
 CA1100'SANTA FE TRACKS THENCE RIGHT (SW) FOR 0.15 MILE TO MARK ON
 CA1100'TOP OF BANK.
 CA1100'
 CA1100'HEIGHT OF LIGHT ABOVE STATION MARK - 29 METERS.
 CA1100
 CA1100                          STATION RECOVERY (1955)
 CA1100
 CA1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CH)
 CA1100'STATION LOCATED AND IN GOOD CONDITION.  DESCRIPTION
 CA1100'UNSATISFACTORY.  TO REACH FROM MC CULLOCH COUNTY COURTHOUSE
 CA1100'GO NORTHEAST ON U.S. 190 FOR 4.3 MILES TO SMALL RISE.  STATION
 CA1100'LOCATED SHORT DISTANCE SOUTHEAST OF HIGHWAY BETWEEN G.C. AND S.F.
 CA1100'RY. TRACKS AND ABANDONED RAILROAD BED.
 CA1100
 CA1100                          STATION RECOVERY (1981)
 CA1100
 CA1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CA1100'THE STATION, REFERENCE MARK NO 1 AND NO 2 AND THE AZIMUTH MARK WERE
 CA1100'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1102 ***********************************************************************
 CA1102  DESIGNATION -  BRADY TV ENTERPRISES MAST
 CA1102  PID         -  CA1102
 CA1102  STATE/COUNTY-  TX/MCCULLOCH
 CA1102  USGS QUAD   -  BRADY SOUTH (1987)
 CA1102
 CA1102                         *CURRENT SURVEY CONTROL
 CA1102  ___________________________________________________________________
 CA1102* NAD 83(1993)-  31 06 36.71101(N)    099 20 28.96798(W)     ADJUSTED  
 CA1102* NAVD 88     -                                                        
 CA1102  ___________________________________________________________________
 CA1102  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CA1102  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CA1102
 CA1102  HORZ ORDER  -  THIRD
 CA1102
 CA1102.The horizontal coordinates were established by classical geodetic methods
 CA1102.and adjusted by the National Geodetic Survey in February 1996..
 CA1102
 CA1102
 CA1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1102
 CA1102.The geoid height was determined by GEOID03.
 CA1102
 CA1102;                    North         East     Units Scale Factor Converg.
 CA1102;SPC TX C     - 3,160,444.648   794,614.381   MT  0.99988354   +0 30 39.3
 CA1102;SPC TX C     -10,368,892.15  2,606,997.35   sFT  0.99988354   +0 30 39.3
 CA1102;UTM  14      - 3,441,864.797   467,447.244   MT  0.99961307   -0 10 35.0
 CA1102
 CA1102                          SUPERSEDED SURVEY CONTROL
 CA1102
 CA1102  NAD 83(1986)-  31 06 36.71981(N)    099 20 28.95385(W) AD(       ) 4
 CA1102  NAD 27      -  31 06 36.10933(N)    099 20 27.74915(W) AD(       ) 3
 CA1102
 CA1102.Superseded values are not recommended for survey control.
 CA1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1102.See file dsdata.txt to determine how the superseded data were derived.
 CA1102
 CA1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6744741865(NAD 83)
 CA1102_MARKER: 42 = RADIO/TV MAST
 CA1102
 CA1102  HISTORY     - Date     Condition        Report By
 CA1102  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA1102  HISTORY     - 19990106 GOOD             USPSQD
 CA1102
 CA1102                          STATION DESCRIPTION
 CA1102
 CA1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1102'THE STATION IS THE RED LIGHT ATOP THE BRADY, TELEVISION
 CA1102'ENTERPRISES, INCORPORATION MAST AND IS LOCATED IN THE SOUTH EDGE
 CA1102'OF BRADY, AT THE END OF SOUTH CHINA STREET.  THE MAST IS TRIANGULAR
 CA1102'IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND
 CA1102'419 FEET IN HEIGHT.
 CA1102
 CA1102                          STATION RECOVERY (1999)
 CA1102
 CA1102'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2108 ***********************************************************************
 BL2108  DESIGNATION -  BRAGG
 BL2108  PID         -  BL2108
 BL2108  STATE/COUNTY-  TX/HARDIN
 BL2108  USGS QUAD   -  BRAGG (1984)
 BL2108
 BL2108                         *CURRENT SURVEY CONTROL
 BL2108  ___________________________________________________________________
 BL2108* NAD 83(1993)-  30 25 09.23947(N)    094 31 47.28689(W)     ADJUSTED  
 BL2108* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 BL2108  ___________________________________________________________________
 BL2108  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BL2108  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2108
 BL2108  HORZ ORDER  -  SECOND
 BL2108
 BL2108.The horizontal coordinates were established by classical geodetic methods
 BL2108.and adjusted by the National Geodetic Survey in February 1996..
 BL2108
 BL2108.The orthometric height was scaled from a topographic map.
 BL2108
 BL2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2108
 BL2108.The geoid height was determined by GEOID03.
 BL2108
 BL2108;                    North         East     Units Scale Factor Converg.
 BL2108;SPC TX C     - 3,097,967.410 1,257,302.297   MT  0.99993300   +2 59 21.0
 BL2108;SPC TX C     -10,163,914.74  4,124,999.29   sFT  0.99993300   +2 59 21.0
 BL2108;UTM  15      - 3,366,234.585   353,069.688   MT  0.99986633   -0 46 29.0
 BL2108
 BL2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2108!SPC TX C     -   0.99999837  x   0.99993300  =   0.99993137
 BL2108!UTM  15      -   0.99999837  x   0.99986633  =   0.99986470
 BL2108
 BL2108:                Primary Azimuth Mark                     Grid Az
 BL2108:SPC TX C     -  BRAGG AZ MK                              089 43 34.5
 BL2108:UTM  15      -  BRAGG AZ MK                              093 29 24.5
 BL2108
 BL2108|---------------------------------------------------------------------|
 BL2108| PID    Reference Object                     Distance      Geod. Az  |
 BL2108|                                                           dddmmss.s |
 BL2108| CV8131 BRAGG AZ MK                                        0924255.5 |
 BL2108| BL2100 KOUNTZE MUNICIPAL TANK              APPROX.21.5 KM 1033744.4 |
 BL2108| BL2102 KOUNTZE TEXAS FOREST SERV LOT       APPROX.17.8 KM 1210155.8 |
 BL2108| CV8132 BRAGG RM 1                           45.178 METERS 12510     |
 BL2108| CV8133 BRAGG RM 2                           43.345 METERS 23238     |
 BL2108|---------------------------------------------------------------------|
 BL2108
 BL2108                          SUPERSEDED SURVEY CONTROL
 BL2108
 BL2108  NAD 83(1993)-  30 25 09.25290(N)    094 31 47.27664(W) AD(       ) 2
 BL2108  NAD 83(1986)-  30 25 09.25614(N)    094 31 47.27372(W) AD(       ) 2
 BL2108  NAD 27      -  30 25 08.51100(N)    094 31 46.56100(W) AD(       ) 2
 BL2108
 BL2108.Superseded values are not recommended for survey control.
 BL2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2108.See file dsdata.txt to determine how the superseded data were derived.
 BL2108
 BL2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP5307066235(NAD 83)
 BL2108_MARKER: DS = TRIANGULATION STATION DISK
 BL2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2108
 BL2108  HISTORY     - Date     Condition        Report By
 BL2108  HISTORY     - 1952     MONUMENTED       CGS
 BL2108
 BL2108                          STATION DESCRIPTION
 BL2108
 BL2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2108'THE STATION IS LOCATED ABOUT 5.0 MILES WEST-NORTHWEST OF HONEY
 BL2108'ISLAND AND 2.5 MILES EAST OF THE SMALL VILLAGE OF BRAGG IN
 BL2108'TIMBER LAND OWNED BY THE SOUTHWESTERN DEVELOPMENT CO.  IT IS
 BL2108'44.0 FEET NORTH OF THE CENTER OF A GRADED ROAD AND 21.0 FEET
 BL2108'NORTH-NORTHWEST OF A TRIANGULAR BLAZED PINE TREE.  IT PROJECTS
 BL2108'5 INCHES AND IS STAMPED BRAGG 1952.
 BL2108'
 BL2108'REFERENCE MARK NO. 1 IS 40.0 FEET SOUTH OF THE CENTER OF A
 BL2108'GRADED ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED BRAGG NO 1 1952.
 BL2108'
 BL2108'REFERENCE MARK NO. 2 IS 46.0 FEET SOUTH OF THE CENTER OF A
 BL2108'GRADED ROAD.  IT PROJECTS 2 INCHES AND IS STAMPED BRAGG NO 2
 BL2108'1952.
 BL2108'
 BL2108'THE AZIMUTH MARK IS ABOUT 40 YARDS EAST OF A POINT IN THE ROAD
 BL2108'WHERE IT CURVES SOUTHEAST, 48.0 FEET NORTH OF THE CENTER OF A
 BL2108'GRADED ROAD AND IS SET DIRECTLY IN A FENCE.  IT PROJECTS 6
 BL2108'INCHES AND IS STAMPED BRAGG 1952.
 BL2108'
 BL2108'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HONEY ISLAND,
 BL2108'GO WEST ON A PAVED STREET FOR 0.1 MILE TO A FORK, TAKE THE
 BL2108'RIGHT FORK AND GO WEST AND NORTHWEST ON HARD SURFACED ROAD
 BL2108'FOR 0.9 MILE TO THE END OF THE PAVEMENT.  CONTINUE WESTERLY
 BL2108'ON A GRADED DIRT ROAD FOR 4.0 MILES TO WHERE THE ROAD CURVES
 BL2108'STAIGHT WEST AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 BL2108'CONTINUE WEST ON GRADED ROAD FOR 0.35 MILE TO THE STATION ON
 BL2108'THE RIGHT AS DESCRIBED.
 BL2108'
 BL2108'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0212 ***********************************************************************
 EO0212  DESIGNATION -  BRALY
 EO0212  PID         -  EO0212
 EO0212  STATE/COUNTY-  TX/PARMER
 EO0212  USGS QUAD   -  PARMERTON (1965)
 EO0212
 EO0212                         *CURRENT SURVEY CONTROL
 EO0212  ___________________________________________________________________
 EO0212* NAD 83(1993)-  34 35 00.15790(N)    102 48 56.82692(W)     ADJUSTED  
 EO0212* NAVD 88     -      1280.355  (meters)    4200.63   (feet)  ADJUSTED  
 EO0212  ___________________________________________________________________
 EO0212  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 EO0212  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 EO0212  DYNAMIC HT  -        1278.697 (meters)    4195.19  (feet)  COMP
 EO0212  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 EO0212
 EO0212  HORZ ORDER  -  FIRST
 EO0212  VERT ORDER  -  FIRST     CLASS II
 EO0212
 EO0212.The horizontal coordinates were established by classical geodetic methods
 EO0212.and adjusted by the National Geodetic Survey in February 1996..
 EO0212
 EO0212.The orthometric height was determined by differential leveling
 EO0212.and adjusted by the National Geodetic Survey in June 1991..
 EO0212
 EO0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0212
 EO0212.The geoid height was determined by GEOID03.
 EO0212
 EO0212.The dynamic height is computed by dividing the NAVD 88
 EO0212.geopotential number by the normal gravity value computed on the
 EO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0212.degrees latitude (g = 980.6199 gals.).
 EO0212
 EO0212.The modeled gravity was interpolated from observed gravity values.
 EO0212
 EO0212;                    North         East     Units Scale Factor Converg.
 EO0212;SPC TX N     - 1,065,522.903    79,280.361   MT  1.00001611   -0 45 45.2
 EO0212;SPC TX N     - 3,495,803.06    260,105.65   sFT  1.00001611   -0 45 45.2
 EO0212;UTM  13      - 3,829,010.828   700,335.559   MT  1.00009471   +1 14 24.7
 EO0212
 EO0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0212!SPC TX N     -   0.99980291  x   1.00001611  =   0.99981902
 EO0212!UTM  13      -   0.99980291  x   1.00009471  =   0.99989760
 EO0212
 EO0212:                Primary Azimuth Mark                     Grid Az
 EO0212:SPC TX N     -  FRIONA WATER TANK                        057 46 17.8
 EO0212:UTM  13      -  FRIONA WATER TANK                        055 46 07.9
 EO0212
 EO0212|---------------------------------------------------------------------|
 EO0212| PID    Reference Object                     Distance      Geod. Az  |
 EO0212|                                                           dddmmss.s |
 EO0212| EO0646 FRIONA WATER TANK                   APPROX.11.0 KM 0570032.6 |
 EO0212| CJ6716 BRALY AZ MK                                        1101347.9 |
 EO0212| EO0211 BRALY RM 1                           45.421 METERS 21400     |
 EO0212| EO0213 BRALY RM 2                           43.724 METERS 32235     |
 EO0212|---------------------------------------------------------------------|
 EO0212
 EO0212                          SUPERSEDED SURVEY CONTROL
 EO0212
 EO0212  NAD 83(1993)-  34 35 00.16059(N)    102 48 56.82427(W) AD(       ) 1
 EO0212  NAD 83(1986)-  34 35 00.16611(N)    102 48 56.81759(W) AD(       ) 1
 EO0212  NAD 27      -  34 34 59.91900(N)    102 48 55.02900(W) AD(       ) 1
 EO0212  NGVD 29 (??/??/92) 1279.782  (m)         4198.75   (f) ADJ UNCH    1 2
 EO0212
 EO0212.Superseded values are not recommended for survey control.
 EO0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0212.See file dsdata.txt to determine how the superseded data were derived.
 EO0212
 EO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU0033629011(NAD 83)
 EO0212_MARKER: DS = TRIANGULATION STATION DISK
 EO0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0212_STAMPING: BRALY 1934
 EO0212_MARK LOGO: CGS   
 EO0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0212+STABILITY: SURFACE MOTION
 EO0212
 EO0212  HISTORY     - Date     Condition        Report By
 EO0212  HISTORY     - 1934     MONUMENTED       CGS
 EO0212  HISTORY     - 1937     GOOD             CGS
 EO0212  HISTORY     - 1956     MARK NOT FOUND   USGS
 EO0212  HISTORY     - 1957     SEE DESCRIPTION  CGS
 EO0212  HISTORY     - 1958     GOOD             NGS
 EO0212  HISTORY     - 1960     GOOD             LOCENG
 EO0212  HISTORY     - 1965     GOOD             USGS
 EO0212  HISTORY     - 1968     GOOD             USAF
 EO0212  HISTORY     - 1980     GOOD             DMA
 EO0212  HISTORY     - 1984     GOOD             NGS
 EO0212
 EO0212                          STATION DESCRIPTION
 EO0212
 EO0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0212'STATION IS ABOUT 6-1/2 MILES SW OF FRIONA IN SEC. 22, BLOCK
 EO0212'C, OR LEAGUE 492.  THE STATION IS ON CULTIVATED LAND, ABOUT
 EO0212'1/4 MILE E OF THE TOP OF PARMERTON HILL, WHICH IS THE HIGHEST
 EO0212'IN THE VICINITY, 83 FEET E OF THE WESTERN EDGE OF THE FIELD.
 EO0212'THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 EO0212'
 EO0212'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0212'BRONZE DISKS SET IN CONCRETE.
 EO0212'
 EO0212'REFERENCE MARK NO. 1 IS SW OF THE STATION IN THE EDGE OF THE
 EO0212'FIELD.  THE MARK PROJECTS 4 INCHES.
 EO0212'
 EO0212'REFERENCE MARK NO. 2 IS NW OF THE STATION IN THE EDGE OF THE
 EO0212'FIELD.  THE MARK PROJECTS 4 INCHES.
 EO0212'
 EO0212'AZIMUTH MARK IS ABOUT 0.8 MILE ESE OF THE STATION, IN THE
 EO0212'FENCE LINE SW OF THE FARMHOUSE OF MR. B.B. BRALY.  THE MARK
 EO0212'PROJECTS 7 INCHES.
 EO0212'
 EO0212'THE STATION IS REACHED FROM FRIONA BY GOING SW ON U.S. HIGHWAY
 EO0212'60, 6.0 MILES.  TURN RIGHT OFF THE HIGHWAY AND CROSS THE
 EO0212'RAILROAD INTO THE FARMYARD.  DRIVE WESTERLY ABOUT 75 YARDS
 EO0212'TO THE SW CORNER OF THE YARD.  PASS THROUGH A GATE AND FOLLOW
 EO0212'ALONG THE N SIDE OF THE FENCE 0.8 MILE.  TURN N ON A TRAIL
 EO0212'AND GO 0.2 MILE TO THE STATION ON THE E SIDE OF THE TRAIL.
 EO0212'
 EO0212'A 25-FOOT TOWER WAS ERECTED.
 EO0212
 EO0212                          STATION RECOVERY (1937)
 EO0212
 EO0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CAS)
 EO0212'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 EO0212'RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION ADEQUATE.
 EO0212'
 EO0212'THE TO REACH DESCRIPTION WILL SOON BE OBSOLETE BECAUSE OF
 EO0212'A NEW HIGHWAY BEING BUILT THROUGH FRIONA, SO NEW DIRECTIONS
 EO0212'FOLLOW--(THE MILEAGES WERE RUN ON THE OLD HIGHWAY SO THEY
 EO0212'WILL BE APPROXIMATE FOR THE NEW HIGHWAY).
 EO0212'
 EO0212'THE ORIGINAL AZIMUTH MARK WAS IN THE RIGHT-OF-WAY OF THE NEW
 EO0212'HIGHWAY SO A NEW MARK WAS SET ABOUT 125 FEET SW OF THE OLD
 EO0212'MARK.  THE NEW MARK IS SET IN THE RIGHT-OF-WAY FENCE LINE
 EO0212'BETWEEN THE RAILROAD AND THE NEW HIGHWAY, ON THE OPPOSITE
 EO0212'SIDE OF THE TRACKS FROM MILE POLE 628, 74 FEET NW OF THE CENTER
 EO0212'LINE OF THE WESTBOUND TRACKS, 86 FEET W OF A VERTICAL RAIL SET
 EO0212'IN THE GROUND AND STAMPED NO. 628, AND ABOUT 50 FEET SW OF
 EO0212'A GATE IN THE FENCE.  THE MARK IS A STANDARD BRONZE DISK
 EO0212'STAMPED BRALY 1934 - 1937, AND SET FLUSH WITH THE GROUND
 EO0212'SURFACE.  THE DISK IN THE ORIGINAL MARK WAS BROKEN OUT
 EO0212'AND FORWARDED TO WASHINGTON, D.C.  THE ANGLE AT THE
 EO0212'STATION FROM THE OLD TO THE NEW AZIMUTH MARK IS 02 DEG 15
 EO0212'MIN 22 SEC.
 EO0212'
 EO0212'TO REACH STATION FROM THE TOWN OF BOVINA, GO NE ON U.S. HIGHWAY
 EO0212'60 FOR ABOUT 6.4 MILES TO A FARMHOUSE ON THE NW SIDE OF THE
 EO0212'RAILROAD TRACKS AND OPPOSITE RAILROAD MILE POST 628.  THE
 EO0212'NEW AZIMUTH MARK IS LOCATED AT THIS POINT.  FROM HERE, TURN
 EO0212'SHARPLY LEFT AND GO W ACROSS THE PRAIRIE ON A TRACK ROAD
 EO0212'(RUNNING ON A SECTION OR HALF SECTION LINE) FOR 0.65 MILE
 EO0212'TO A LANE TO THE RIGHT BETWEEN TWO FIELDS.  TURN RIGHT ON THIS
 EO0212'ROAD AND GO N FOR 0.25 MILE TO THE TOP OF RISE AND BOTH
 EO0212'REFERENCE MARKS IN THE SIDE OF THE ROAD.  THE STATION IS E OF
 EO0212'THE ROAD, 12 INCHES BELOW THE GROUND SURFACE.
 EO0212
 EO0212                          STATION RECOVERY (1956)
 EO0212
 EO0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EO0212'STATION WAS NOT FOUND.  THE 1937 AZIMUTH MARK WAS SEARCHED
 EO0212'FOR BUT NOT FOUND.  IT IS EITHER COVERED BY SOIL DUE TO BLADING
 EO0212'WORK, OR IS DESTROYED.  THE MILEPOST 628 WAS FOUND, DISTANCE
 EO0212'CHAINED, AND MARK THOROUGHLY SEARCHED FOR, WITH RESULTS.
 EO0212'
 EO0212'NEITHER REFERENCE MARK COULD BE FOUND, SO THE STATION MARK,
 EO0212'AS A RESULT, WAS NOT RECOVERED.  BOTH R.M.S HAVE PROBABLY
 EO0212'BEEN DESTROYED BY FARMING OPERATIONS.  POSSIBLY ADDITIONAL
 EO0212'INFORMATION CONTAINED IN THE ORIGINAL FIELD NOTES MAY HELP
 EO0212'RECOVER THE STATION MARK.
 EO0212
 EO0212                          STATION RECOVERY (1957)
 EO0212
 EO0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GEB)
 EO0212'AS MANY CHANGES HAVE TAKEN PLACE THE NEW DESCRIPTION IS
 EO0212'AS FOLLOWS--
 EO0212'
 EO0212'FROM THE INTERSECTION OF HIGHWAY 60 AND TEXAS FARM ROADS
 EO0212'1731 AND 2290 IN BOVINA, TEXAS GO NO. EAST ON U.S. 60 5.5
 EO0212'MILES TO THE INTERSECTION OF A DIRT TRACK ROAD (A SMALL GAS
 EO0212'METERING STATION AND AN IRRIGATION WELL ARE ACROSS THE R.R.
 EO0212'TRACKS TO THE SO. EAST FROM THIS POINT).  TURN LEFT AND GO
 EO0212'NORTH 0.45 MILES ALONG TRACK ROAD ALONG SECTION LINE OR HALF
 EO0212'SECTION LINE TO FENCE CORNER.  CONTINUE NORTH ALONG EAST
 EO0212'SIDE OF FENCE 0.25 MILES TO REFERENCE MARKS.  REFERENCE MARKS
 EO0212'ARE LOCATED ABOUT 12 FEET EAST OF FENCE IN THE EDGE OF A
 EO0212'CULTIVATED FIELD.  THE PROPERTY IS NOW OWNED BY IKE QUICKEL
 EO0212'WHO LIVES IN BOVINA.  SO AS NOT TO DAMAGE ANY OF HIS
 EO0212'EQUIPMENT MR. QUICKEL KEEPS A SMALL STEEL ROD BESIDE EACH OF
 EO0212'THE REFERENCE MARKS.  STATION WAS IN GOOD CONDITION.  I LOOKED
 EO0212'FOR THE AZIMUTH MARK AND DID NOT RECOVER IT.  HOWEVER,
 EO0212'THERE IS A GOOD POSSIBILITY THAT IT MAY BE BURIED.
 EO0212
 EO0212                          STATION RECOVERY (1958)
 EO0212
 EO0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EO0212'6.15 MI NE FROM BOVINA.
 EO0212'ABOUT 5.35 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0212'FROM THE STATION AT BOVINA, THENCE ABOUT 0.55 MILE NORTH ALONG A
 EO0212'PRIVATE TRAIL ROAD BETWEEN TWO FARMS, THENCE ABOUT 0.25 MILE NORTH
 EO0212'ALONG A FENCE LINE, 143 1/2 FEET SOUTHEAST OF REFERENCE MARK NUMBER 2,
 EO0212'149 FEET NORTHEAST OF REFERENCE MARK NUMBER 1, 100 FEET EAST OF A
 EO0212'FENCE, IN A CULTIVATED FIELD, AND IN THE TOP OF A CONCRETE POST ABOUT
 EO0212'16-INCHES BELOW THE SURFACE.
 EO0212
 EO0212                          STATION RECOVERY (1960)
 EO0212
 EO0212'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (LS)
 EO0212'STATION RECOVERED BY GULF INTERSTATE CO
 EO0212'
 EO0212'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 EO0212'
 EO0212'THE AZIMUTH MARK HAS BEEN MOVED.
 EO0212
 EO0212                          STATION RECOVERY (1965)
 EO0212
 EO0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EO0212'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A STANDARD
 EO0212'TABLET SET IN A CONCRETE POST 1.2 FT BELOW SURFACE STAMPED
 EO0212'BRALY 1934.  R.M. 1 WAS RECOVERED IN POOR CONDITION.  IT IS
 EO0212'A STANDARD TABLET SET IN CONCRETE POST 0.1 FT BELOW SURFACE,
 EO0212'STAMPED BRALY R.M. 1.  R.M. 2 WAS RECOVERED IN FAIR CONDITION.
 EO0212'IT IS A STANDARD TABLET SET IN CONCRETE POST FLUSH WITH
 EO0212'GROUND, STAMPED BRALY R.M. 2.
 EO0212'
 EO0212'STATION IS LOCATED ABOUT 4 MI E AND 4-1/2 MI N OF BOVINA,
 EO0212'PARMER COUNTY, TEX.  TO REACH FROM THE JUNCTION OF U.S. HWY
 EO0212'60 AND FARM RDS 2290 AND 1731 AT BOVINA PROCEED NE ALONG U.S.
 EO0212'HWY 60 5.5 MI TO FIELD RD N.  THENCE N 0.52 MI TO A FENCE
 EO0212'COR. ON LEFT.  THENCE CONTINUE N 0.23 MI TO R.M. 1.  R.M. 1
 EO0212'IS LOCATED 15.1 FT E AND 3.7 FT N OF A WITNESS POST TIED TO
 EO0212'FENCE, AND 0.1 FT BELOW SURFACE OF GROUND.  R.M. 2 IS LOCATED
 EO0212'13.5 FT E AND 9.9 FT N OF A WITNESS POST FASTENED TO FENCE,
 EO0212'AND IS FLUSH WITH GROUND.
 EO0212
 EO0212                          STATION RECOVERY (1968)
 EO0212
 EO0212'RECOVERY NOTE BY US AIR FORCE 1968
 EO0212'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 EO0212'WERE RECOVERED, BUT HAD BEEN DISTURBED BY FARM MACHINERY.
 EO0212'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.  STATION IS APPROXIMATELY
 EO0212'ONE (1) FOOT BELOW GROUND SURFACE, AND 150 FEET NORTH-NORTHEAST
 EO0212'OF R.M. 1.
 EO0212'
 EO0212'THE ROUTE DESCRIPTION WAS ADEQUATE.
 EO0212
 EO0212                          STATION RECOVERY (1980)
 EO0212
 EO0212'RECOVERY NOTE BY DEFENSE MAP AGENCY 1980 (FG)
 EO0212'BRALY RECOVERED GOOD.
 EO0212'
 EO0212'BRALY RM 1 RECOVERED GOOD.
 EO0212'
 EO0212'BRALY RM 2 RECOVERED GOOD.
 EO0212'
 EO0212'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 EO0212'MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 EO0212'AZIMUTH MARK WAS NOT SEARCHED FOR.
 EO0212'
 EO0212'A NEW TO REACH AS FOLLOWS--TO REACH THE STATION FROM THE JUNCTION OF
 EO0212'U. S. HIGHWAY 60 AND FM 1731, GO NORTHEAST 6.1 MILES ALONG U. S.
 EO0212'HIGHWAY 60 TO INTERSECTION OF A ROAD AND RAILROAD CROSSING WHICH
 EO0212'LEADS TO A MICROWAVE TOWER, CONTINUE ON HIGHWAY 60 FOR 0.4 MILES TO A
 EO0212'SIDE ROAD LEFT (WHITE SHACK SITUATED IN NORTHEAST CORNER OF
 EO0212'JUNCTION), TURN LEFT (NORTH) AND GO 0.2 MILES TO A T-ROAD, TURN LEFT
 EO0212'(WEST), AND GO FOR 0.65 MILES TO T-ROAD LEFT (SOUTH) CONTINUE
 EO0212'GOING WEST FOR 0.3 MILES TO END OF ROAD AND AT A N-S ROAD, TURN
 EO0212'LEFT (SOUTH) AND PROCEED FOR 0.25 MILES TO STATION REFERENCE MARKS
 EO0212'ALONG FIELD ROAD ON LEFT (EAST) AND STATION ON LEFT (EAST) IN A
 EO0212'CULTIVATED FIELD.  THE STATION IS 2 FEET BELOW THE SURFACE OF THE
 EO0212'GROUND.  THE DISTANCES FROM RM 1 AND RM 2 TO STATION WERE
 EO0212'ADEQUATE.  THERE ARE WITNESS POST LOCATED APPROXIMATELY 12 FEET
 EO0212'FROM RM 1 AND RM 2 AND ON THE WEST SIDE OF THE DIRT ROAD.
 EO0212
 EO0212                          STATION RECOVERY (1984)
 EO0212
 EO0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0212'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.3 KM
 EO0212'(7.0 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0212'RAILROAD FROM THE STATION IN FRIONA, THENCE 1.3 KM (0.8 MI) NORTH
 EO0212'ALONG A FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0211 ***********************************************************************
 EO0211  DESIGNATION -  BRALY RM 1
 EO0211  PID         -  EO0211
 EO0211  STATE/COUNTY-  TX/PARMER
 EO0211  USGS QUAD   -  PARMERTON (1965)
 EO0211
 EO0211                         *CURRENT SURVEY CONTROL
 EO0211  ___________________________________________________________________
 EO0211* NAD 83(1986)-  34 34 59.     (N)    102 48 57.     (W)     SCALED    
 EO0211* NAVD 88     -      1280.917  (meters)    4202.48   (feet)  ADJUSTED  
 EO0211  ___________________________________________________________________
 EO0211  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 EO0211  DYNAMIC HT  -        1279.258 (meters)    4197.03  (feet)  COMP
 EO0211  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 EO0211
 EO0211  VERT ORDER  -  FIRST     CLASS II
 EO0211
 EO0211.The horizontal coordinates were scaled from a topographic map and have
 EO0211.an estimated accuracy of +/- 6 seconds.
 EO0211
 EO0211.The orthometric height was determined by differential leveling
 EO0211.and adjusted by the National Geodetic Survey in June 1991..
 EO0211
 EO0211.The geoid height was determined by GEOID03.
 EO0211
 EO0211.The dynamic height is computed by dividing the NAVD 88
 EO0211.geopotential number by the normal gravity value computed on the
 EO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0211.degrees latitude (g = 980.6199 gals.).
 EO0211
 EO0211.The modeled gravity was interpolated from observed gravity values.
 EO0211
 EO0211;                    North         East    Units  Estimated Accuracy
 EO0211;SPC TX N     - 1,065,490.       79,280.      MT  (+/- 180 meters Scaled)
 EO0211
 EO0211                          SUPERSEDED SURVEY CONTROL
 EO0211
 EO0211  NGVD 29 (??/??/92) 1280.34   (m)         4200.6    (f) COMPUTED    1 2
 EO0211
 EO0211.Superseded values are not recommended for survey control.
 EO0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0211.See file dsdata.txt to determine how the superseded data were derived.
 EO0211
 EO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU003289(NAD 83)
 EO0211_MARKER: DR = REFERENCE MARK DISK
 EO0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0211_STAMPING: BRALY R M 1 1934
 EO0211_MARK LOGO: CGS   
 EO0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0211+STABILITY: SURFACE MOTION
 EO0211
 EO0211  HISTORY     - Date     Condition        Report By
 EO0211  HISTORY     - 1934     MONUMENTED       CGS
 EO0211  HISTORY     - 1958     GOOD             NGS
 EO0211  HISTORY     - 1984     GOOD             NGS
 EO0211
 EO0211                          STATION DESCRIPTION
 EO0211
 EO0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0211'6.15 MI NE FROM BOVINA.
 EO0211'ABOUT 5.35 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0211'FROM THE STATION AT BOVINA, THENCE ABOUT 0.55 MILE NORTH ALONG PRIVATE
 EO0211'TRAIL ROAD BETWEEN TWO FARMS, THENCE ABOUT 0.25 MILE NORTH ALONG A
 EO0211'FENCE LINE, 149 FEET SOUTHWEST OF TRIANGULATION STATION BRALY 1934, 15
 EO0211'FEET EAST OF A FENCE, IN THE WEST EDGE OF A CULTIVATED FIELD, 1 FOOT
 EO0211'NORTH OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST FLUSH
 EO0211'WITH THE GROUND.
 EO0211
 EO0211                          STATION RECOVERY (1984)
 EO0211
 EO0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0211'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.3 KM
 EO0211'(7.0 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0211'RAILROAD FROM THE STATION IN FRIONA, THENCE 1.3 KM (0.8 MI) NORTH
 EO0211'ALONG A FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0213 ***********************************************************************
 EO0213  DESIGNATION -  BRALY RM 2
 EO0213  PID         -  EO0213
 EO0213  STATE/COUNTY-  TX/PARMER
 EO0213  USGS QUAD   -  PARMERTON (1965)
 EO0213
 EO0213                         *CURRENT SURVEY CONTROL
 EO0213  ___________________________________________________________________
 EO0213* NAD 83(1986)-  34 34 59.     (N)    102 48 57.     (W)     SCALED    
 EO0213* NAVD 88     -      1280.934  (meters)    4202.53   (feet)  ADJUSTED  
 EO0213  ___________________________________________________________________
 EO0213  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 EO0213  DYNAMIC HT  -        1279.276 (meters)    4197.09  (feet)  COMP
 EO0213  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 EO0213
 EO0213  VERT ORDER  -  FIRST     CLASS II
 EO0213
 EO0213.The horizontal coordinates were scaled from a topographic map and have
 EO0213.an estimated accuracy of +/- 6 seconds.
 EO0213
 EO0213.The orthometric height was determined by differential leveling
 EO0213.and adjusted by the National Geodetic Survey in June 1991..
 EO0213
 EO0213.The geoid height was determined by GEOID03.
 EO0213
 EO0213.The dynamic height is computed by dividing the NAVD 88
 EO0213.geopotential number by the normal gravity value computed on the
 EO0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0213.degrees latitude (g = 980.6199 gals.).
 EO0213
 EO0213.The modeled gravity was interpolated from observed gravity values.
 EO0213
 EO0213;                    North         East    Units  Estimated Accuracy
 EO0213;SPC TX N     - 1,065,490.       79,280.      MT  (+/- 180 meters Scaled)
 EO0213
 EO0213                          SUPERSEDED SURVEY CONTROL
 EO0213
 EO0213  NGVD 29 (??/??/92) 1280.36   (m)         4200.6    (f) COMPUTED    1 2
 EO0213
 EO0213.Superseded values are not recommended for survey control.
 EO0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0213.See file dsdata.txt to determine how the superseded data were derived.
 EO0213
 EO0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU003289(NAD 83)
 EO0213_MARKER: DR = REFERENCE MARK DISK
 EO0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0213_STAMPING: BRALY R M 2 1934
 EO0213_MARK LOGO: CGS   
 EO0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0213+STABILITY: SURFACE MOTION
 EO0213
 EO0213  HISTORY     - Date     Condition        Report By
 EO0213  HISTORY     - 1934     MONUMENTED       CGS
 EO0213  HISTORY     - 1958     GOOD             NGS
 EO0213  HISTORY     - 1984     GOOD             NGS
 EO0213
 EO0213                          STATION DESCRIPTION
 EO0213
 EO0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0213'6.15 MI NE FROM BOVINA.
 EO0213'ABOUT 5.35 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0213'FROM THE STATION AT BOVINA, THENCE ABOUT 0.55 MILE NORTH ALONG A
 EO0213'PRIVATE TRAIL ROAD BETWEEN TWO FARMS, THENCE ABOUT 0.25 MILE NORTH
 EO0213'ALONG A FENCE LINE, 143 1/2 FEET NORTHWEST OF TRIANGULATION STATION
 EO0213'BRALY 1934, 15 FEET EAST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS
 EO0213'POST, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EO0213
 EO0213                          STATION RECOVERY (1984)
 EO0213
 EO0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0213'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.3 KM
 EO0213'(7.0 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0213'RAILROAD FROM THE STATION IN FRIONA, THENCE 1.3 KM (0.8 MI) NORTH
 EO0213'ALONG A FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2701 ***********************************************************************
 AX2701  DESIGNATION -  BRAMA
 AX2701  PID         -  AX2701
 AX2701  STATE/COUNTY-  TX/WHARTON
 AX2701  USGS QUAD   -  GOBBLER CREEK (1981)
 AX2701
 AX2701                         *CURRENT SURVEY CONTROL
 AX2701  ___________________________________________________________________
 AX2701* NAD 83(1993)-  29 13 08.61023(N)    096 23 40.28626(W)     ADJUSTED  
 AX2701* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 AX2701  ___________________________________________________________________
 AX2701  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AX2701  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX2701
 AX2701  HORZ ORDER  -  SECOND
 AX2701
 AX2701.The horizontal coordinates were established by classical geodetic methods
 AX2701.and adjusted by the National Geodetic Survey in February 1996..
 AX2701
 AX2701.The orthometric height was scaled from a topographic map.
 AX2701
 AX2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2701
 AX2701.The geoid height was determined by GEOID03.
 AX2701
 AX2701;                    North         East     Units Scale Factor Converg.
 AX2701;SPC TXSC     - 4,156,396.506   853,282.530   MT  0.99986527   +1 16 35.2
 AX2701;SPC TXSC     -13,636,444.20  2,799,477.77   sFT  0.99986527   +1 16 35.2
 AX2701;UTM  14      - 3,235,068.247   753,282.300   MT  1.00039169   +1 16 21.1
 AX2701
 AX2701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2701!SPC TXSC     -   0.99999911  x   0.99986527  =   0.99986438
 AX2701!UTM  14      -   0.99999911  x   1.00039169  =   1.00039080
 AX2701
 AX2701:                Primary Azimuth Mark                     Grid Az
 AX2701:SPC TXSC     -  NEW TAITON ST JOHNS CATH CH CR           029 20 59.7
 AX2701:UTM  14      -  NEW TAITON ST JOHNS CATH CH CR           029 21 13.8
 AX2701
 AX2701|---------------------------------------------------------------------|
 AX2701| PID    Reference Object                     Distance      Geod. Az  |
 AX2701|                                                           dddmmss.s |
 AX2701| AX2705 NEW TAITON ST JOHNS CATH CH CR      APPROX.11.6 KM 0303734.9 |
 AX2701| AX2690 EL CAMPO RADIO STA KULP MAST        APPROX.12.7 KM 0943752.0 |
 AX2701| AX2689 EL CAMPO ELEC COOP MST KKC 387      APPROX.13.6 KM 0955415.9 |
 AX2701| AX2695 EL CAMPO NORTH MUN TANK             APPROX.11.2 KM 0971526.3 |
 AX2701| AX2692 EL CAMPO SOUTH MUN TANK             APPROX.12.2 KM 1024533.6 |
 AX2701| AX2694 EL CAMPO HOWC RAD MAST KKI 418      APPROX.12.1 KM 1040914.9 |
 AX2701| AX2696 HILLJE ST ANDREW CATH CH CROSS      APPROX. 9.1 KM 1491050.0 |
 AX2701| CV6943 BRAMA RM 1                           24.786 METERS 18309     |
 AX2701| CV6944 BRAMA RM 2                           25.153 METERS 26500     |
 AX2701| AX2706 RAUN RICE DRYER                     APPROX.11.5 KM 3562146.5 |
 AX2701| CV6942 BRAMA AZ MK                                        3563645.6 |
 AX2701|---------------------------------------------------------------------|
 AX2701
 AX2701                          SUPERSEDED SURVEY CONTROL
 AX2701
 AX2701  NAD 83(1986)-  29 13 08.62378(N)    096 23 40.27218(W) AD(       ) 2
 AX2701  NAD 27      -  29 13 07.71943(N)    096 23 39.38880(W) AD(       ) 2
 AX2701
 AX2701.Superseded values are not recommended for survey control.
 AX2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2701.See file dsdata.txt to determine how the superseded data were derived.
 AX2701
 AX2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5328235068(NAD 83)
 AX2701_MARKER: DS = TRIANGULATION STATION DISK
 AX2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2701+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 AX2701
 AX2701  HISTORY     - Date     Condition        Report By
 AX2701  HISTORY     - 1954     MONUMENTED       CGS
 AX2701  HISTORY     - 1963     GOOD             CGS
 AX2701  HISTORY     - 20041020 GOOD             INDIV
 AX2701
 AX2701                          STATION DESCRIPTION
 AX2701
 AX2701'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2701'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF LOUISE, 7 MILES
 AX2701'NORTHWEST OF EL CAMPO, 6 MILES NORTH OF HILLJE, ON THE EAST SIDE OF
 AX2701'FARM ROAD 1160 AND AT THE SOUTHWEST CORNER OF THE FRONT LAWN ON THE
 AX2701'PROPERTY OF MR. ELO ENBROOK.
 AX2701'
 AX2701'TO REACH THE STATION FROM THE POST OFFICE IN EL CAMPO, GO NORTHWEST
 AX2701'ON STATE HIGHWAY 71 FOR 3.5 MILES TO JUNCTION WITH FARM ROAD 1300
 AX2701'LEFT.  TURN LEFT AND GO 5.6 MILES TO A Y-INTERSECTION.  TURN LEFT
 AX2701'FOR 0.3 MILE TO INTERSECTION WITH FARM ROAD 1160.  KEEP STRAIGHT
 AX2701'AHEAD, SOUTH, ON FARM ROAD 1160 FOR 0.4 MILE TO THE AZIMUTH MARK
 AX2701'ON THE RIGHT.  CONTINUE AHEAD ON FARM ROAD 1160 FOR 0.3 MILE TO
 AX2701'THE RESIDENCE OF MR. ENBROOK AND THE STATION SITE ON THE LEFT.
 AX2701'
 AX2701'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE MARK
 AX2701'FLUSH.  IT IS 69 FEET SOUTH OF THE CENTERLINE OF MR. ENBROOKS
 AX2701'DRIVEWAY, 44 FEET EAST OF THE CENTERLINE OF FARM ROAD 1160, 5 FEET
 AX2701'NORTH OF A FENCE CORNER POST AND A WITNESS POST AND 4 FEET NORTH
 AX2701'OF AN EAST-WEST FENCELINE.  THE MARK IS STAMPED BRAMA 1954.
 AX2701'
 AX2701'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2701'PROJECTING 6 INCHES.  IT IS 38 FEET EAST OF THE CENTERLINE OF THE
 AX2701'FARM ROAD AND 1 FOOT WEST OF THE ROAD RIGHT-OF-WAY FENCELINE.  THE
 AX2701'MARK IS STAMPED BRAMA NO 1 1954.
 AX2701'
 AX2701'REFERENCE MARK 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2701'PROJECTING 6 INCHES.  IT IS 115 FEET NORTH OF A PRIVATE DRIVEWAY
 AX2701'LEADING WEST, 39 FEET WEST OF FARM ROAD 1160, 76 FEET NORTH OF A
 AX2701'POWER POLE AND 1 FOOT EAST OF THE ROAD RIGHT-OF-WAY AND A GATE POST.
 AX2701'THE MARK IS STAMPED BRAMA NO 2 1954.
 AX2701'
 AX2701'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2701'PROJECTING 8 INCHES.  IT IS 40 FEET WEST OF THE CENTERLINE OF FARM
 AX2701'ROAD 1160, 3 FEET SOUTH OF A WITNESS POST AND 1 FOOT EAST OF THE
 AX2701'WEST ROAD RIGHT-OF-WAY FENCELINE.  THE MARK IS STAMPED BRAMA 1954.
 AX2701'
 AX2701'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 AX2701
 AX2701                          STATION RECOVERY (1963)
 AX2701
 AX2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2701'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 AX2701'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 AX2701'TO STATION SITE ARE CORRECT.
 AX2701
 AX2701                          STATION RECOVERY (2004)
 AX2701
 AX2701'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AX2701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2952 ***********************************************************************
 CS2952  DESIGNATION -  BRAMBLETON
 CS2952  PID         -  CS2952
 CS2952  STATE/COUNTY-  TX/TARRANT
 CS2952  USGS QUAD   -  FORT WORTH (1981)
 CS2952
 CS2952                         *CURRENT SURVEY CONTROL
 CS2952  ___________________________________________________________________
 CS2952* NAD 83(1993)-  32 40 41.00547(N)    097 16 17.25192(W)     ADJUSTED  
 CS2952* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 CS2952  ___________________________________________________________________
 CS2952  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 CS2952  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS2952
 CS2952  HORZ ORDER  -  THIRD
 CS2952
 CS2952.The horizontal coordinates were established by classical geodetic methods
 CS2952.and adjusted by the National Geodetic Survey in February 1996..
 CS2952
 CS2952.The orthometric height was scaled from a topographic map.
 CS2952
 CS2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2952
 CS2952.The geoid height was determined by GEOID03.
 CS2952
 CS2952;                    North         East     Units Scale Factor Converg.
 CS2952;SPC TXNC     - 2,112,826.843   715,211.401   MT  0.99989374   +0 40 12.1
 CS2952;SPC TXNC     - 6,931,832.73  2,346,489.40   sFT  0.99989374   +0 40 12.1
 CS2952;UTM  14      - 3,616,917.413   662,067.323   MT  0.99992388   +0 56 00.5
 CS2952
 CS2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2952!SPC TXNC     -   0.99997293  x   0.99989374  =   0.99986668
 CS2952!UTM  14      -   0.99997293  x   0.99992388  =   0.99989682
 CS2952
 CS2952|---------------------------------------------------------------------|
 CS2952| PID    Reference Object                     Distance      Geod. Az  |
 CS2952|                                                           dddmmss.s |
 CS2952| CX9856 BRAMBLETON RM 1                      42.849 METERS 10009     |
 CS2952| CX9855 BRAMBLETON AZ MK                                   1154840.7 |
 CS2952| CS2948 FOREST HILL USPH SERV HOSP STK      APPROX. 1.6 KM 2830831.9 |
 CS2952| CS2955 FORT WORTH TEXAS WATER CO TANK      APPROX. 2.2 KM 3245033.9 |
 CS2952| CX9857 BRAMBLETON RM 2                      30.373 METERS 33104     |
 CS2952|---------------------------------------------------------------------|
 CS2952
 CS2952                          SUPERSEDED SURVEY CONTROL
 CS2952
 CS2952  NAD 83(1986)-  32 40 41.00969(N)    097 16 17.23411(W) AD(       ) 3
 CS2952  NAD 27      -  32 40 40.53100(N)    097 16 16.18300(W) AD(       ) 3
 CS2952
 CS2952.Superseded values are not recommended for survey control.
 CS2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2952.See file dsdata.txt to determine how the superseded data were derived.
 CS2952
 CS2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6206716917(NAD 83)
 CS2952_MARKER: DS = TRIANGULATION STATION DISK
 CS2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2952
 CS2952  HISTORY     - Date     Condition        Report By
 CS2952  HISTORY     - 1947     MONUMENTED       CGS
 CS2952  HISTORY     - 1958     GOOD             CGS
 CS2952  HISTORY     - 1962     GOOD             CGS
 CS2952  HISTORY     - 1980     GOOD             LOCSUR
 CS2952  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2952
 CS2952                          STATION DESCRIPTION
 CS2952
 CS2952'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2952'THE STATION IS LOCATED IN THE VILLAGE OF BRAMBLETON ABOUT
 CS2952'100 YARDS SOUTHWEST OF U.S. HIGHWAY 287.  76 FEET NORTH NORTHWEST
 CS2952'OF CONCRETE COMMUNICATION SHED ON RAILROAD, 65 FEET SOUTH SOUTHEAST
 CS2952'OF ROAD INTERSECTION.  36 FEET NORTHEAST OF THE NORTH RAIL
 CS2952'OF THE TEXAS AND PACIFIC RAILROAD SIDING.  22 FEET SOUTHWEST
 CS2952'OF THE CENTERLINE OF OLD HIGHWAY WHICH IS LITTLE USED AND 8 FEET
 CS2952'EAST OF WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 CS2952'STAMPED BRAMBLETON 1947.
 CS2952'
 CS2952'REFERENCE MARK NO. 1 IS 140.58 FEET EAST OF THE STATION.  22
 CS2952'FEET NORTHEAST OF THE CENTERLINE OF OLD HIGHWAY AND 1 FOOT
 CS2952'SOUTH OF TELEPHONE POLE 015.  THE MARK PROJECTS 4 INCHES AND
 CS2952'THE DISK IS STAMPED BRAMBLETON NO 1 1947.
 CS2952'
 CS2952'REFERENCE MARK NO. 2 IS 99.65 FEET NORTH NORTHWEST OF THE
 CS2952'STATION, 12 FEET WEST OF CENTERLINE OF ROAD, 4 FEET SOUTHEAST
 CS2952'OF GAS METER AND 1 FOOT SOUTHEAST OF HIGHLINE POLE 127.  THE
 CS2952'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRAMBLETON NO
 CS2952'2 1947.
 CS2952'
 CS2952'THE AZIMUTH MARK IS 0.2 MILE EAST SOUTHEAST OF THE STATION,
 CS2952'48 FEET NORTHEAST OF NORTH RAIL OF RAILROAD SIDING, 27 FEET
 CS2952'NORTH OF ROAD INTERSECTION AND 6 FEET SOUTHEAST OF WITNESS
 CS2952'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CS2952'BRAMBLETON 1947.
 CS2952'
 CS2952'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CS2952'AND 287 AT THE EAST SIDE OF THE FORT WORTH POST OFFICE GO
 CS2952'SOUTH AND EAST ON U.S. HIGHWAY 287 FOR 7.2 MILES TO A WELL
 CS2952'AND TANK ON THE RIGHT AT THE SERVICE STATION.  TURN RIGHT AND GO
 CS2952'SOUTH ABOUT 100 YARDS TO THE OLD HIGHWAY, TEXAS AND PACIFIC
 CS2952'RAILROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 CS2952'
 CS2952'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON OLD
 CS2952'HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 CS2952'
 CS2952'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2952
 CS2952                          STATION RECOVERY (1958)
 CS2952
 CS2952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2952'STATION, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 CS2952'IN GOOD CONDITION AS DESCRIBED.  THE STATION IS NOW 3 INCHES
 CS2952'BELOW THE SURFACE OF THE GROUND AND IS IN THE OPEN AREA BETWEEN
 CS2952'THE RAILROAD, THE OLD MANSFIELD HIGHWAY AND SOUTHEAST OF
 CS2952'SHACKLEFORD STREET.
 CS2952'
 CS2952'THE AZIMUTH MARK IS IN THE NORTHPOINT OF THE INTERSECTION OF OLD
 CS2952'MANSFIELD HIGHWAY AND TRENTMAN STREET.
 CS2952
 CS2952                          STATION RECOVERY (1962)
 CS2952
 CS2952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS2952'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 CS2952'WERE RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION IS AS
 CS2952'FOLLOWS--
 CS2952'
 CS2952'THE STATION IS ABOUT 7 MILES SOUTHEAST OF THE CENTER OF FORT
 CS2952'WORTH, IN THE VICINITY OF FOREST HILL, ALONG THE NORTHEAST
 CS2952'RIGHT-OF-WAY OF THE TEXAS AND NEW ORLEANS (SP) RAILROAD.
 CS2952'
 CS2952'TO REACH THE STATION FROM THE POST OFFICE IN FORT WORTH, GO
 CS2952'EAST AND SOUTH ON U.S. HIGHWAY 287 FOR 7.2 MILES TO THE SHACKLE
 CS2952'FORD ROAD.  TURN RIGHT ONTO SHACKLEFORD ROAD, GO 0.05 MILE TO
 CS2952'BISBEE STREET AND THE STATION IN THE SOUTH ANGLE OF INTERSECTION.
 CS2952'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON
 CS2952'BISBEE STREET 0.2 MILE TO THE INTERSECTION OF CARDINAL RIDGE
 CS2952'ROAD AND THE AZIMUTH MARK IN THE NORTH ANGLE OF ROAD
 CS2952'INTERSECTION.
 CS2952'
 CS2952'STATION MARK, A STANDARD DISK STAMPED BRAMBLETON 1947, IS SET
 CS2952'IN A 12 IN X 12 IN CONCRETE POST WHICH IS ABOUT 4 INCHES BELOW
 CS2952'THE SURFACE OF THE GROUND.  IT IS 68 FEET NORTHWEST OF A
 CS2952'TELEPHONE POLE, 63 FEET SOUTHEAST OF THE INTERSECTION, 53 FEET
 CS2952'EAST OF THE CENTER OF SHACKLEFORD ROAD, 51 FEET NORTH OF THE
 CS2952'NORTHERLY RAIL OF RAILROAD TRACKS, AND 23 FEET SOUTH OF THE
 CS2952'CENTER OF BISBEE STREET.
 CS2952'
 CS2952'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRAMBLETON NO
 CS2952'1 1947, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS2952'4 INCHES.  IT IS 195 FEET EAST OF SHACKLEFORD ROAD, 22 FEET
 CS2952'NORTH OF THE CENTER OF BISBEE STREET AND 2 FEET SOUTHWEST
 CS2952'OF A TELEPHONE POLE.  IT IS AT THE SOUTHWEST CORNER OF YARD
 CS2952'FOR HOUSE NO. 3607.
 CS2952'
 CS2952'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRAMBLETON NO 2
 CS2952'1947, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS ABOUT
 CS2952'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 32 FEET
 CS2952'NORTH OF BISBEE STREET, 18 FEET WEST OF THE CENTER OF SHACKLEFORD
 CS2952'ROAD AND 3 FEET EAST-NORTHEAST OF A POWERLINE POLE WITH
 CS2952'TRANSFORMER.
 CS2952'
 CS2952'AZIMUTH MARK, A STANDARD DISK STAMPED BRAMBLETON 1947, IS SET
 CS2952'IN A 14 IN X 14 IN CONCRETE POST WHICH PROJECTS 4 INCHES.
 CS2952'IT IS 97 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 22
 CS2952'FEET WEST OF THE CENTER OF CARDINAL RIDGE ROAD, 21 FEET NORTH
 CS2952'OF BISBEE STREET, 9 FEET WEST OF A POWERLINE POLE, AND 1 FOOT
 CS2952'SOUTH OF A FENCE.
 CS2952
 CS2952                          STATION RECOVERY (1980)
 CS2952
 CS2952'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS2952'BRAMBLETON 1947 RECOVERED IN GOOD CONDITION - DESCRIPTION ADEQUATE
 CS2952'FOR RECOVERY - CHANGE FOLLOWING DIMENSIONS - TELEPHONE GONE, 54 FEET
 CS2952'SE OF INTERSECTION, 43 FEET EAST OF SHACKLEFORD AND 20 FEET NW OF
 CS2952'FIRE HYDRANT NO. 049-NO LONGER BELOW SURFACE.
 CS2952'
 CS2952'REF NO. 1-OK TELEPHONE POLE NO LONGER EXISTS.
 CS2952'
 CS2952'REF NO. 2-UNABLE TO LOCATE AFTER EXTENSIVE DIGGING USING GIVEN
 CS2952'DIMENSIONS.
 CS2952'
 CS2952'AZI. MARK SEARCHED FOR BY EXTENSIVE DIGGING - TRENTMAN HAS BEEN
 CS2952'WIDNED AND UNABLE TO LOCATE.
 CS2952'
 CS2952'DISTANCE AND DIRECTION FROM NEAREST TOWN--FORT WORTH, TEXAS.
 CS2952
 CS2952                          STATION RECOVERY (1997)
 CS2952
 CS2952'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1119 ***********************************************************************
 CA1119  DESIGNATION -  BRANCH
 CA1119  PID         -  CA1119
 CA1119  STATE/COUNTY-  TX/CONCHO
 CA1119  USGS QUAD   -  DOOLE SW (1967)
 CA1119
 CA1119                         *CURRENT SURVEY CONTROL
 CA1119  ___________________________________________________________________
 CA1119* NAD 83(1993)-  31 21 39.20626(N)    099 41 32.32238(W)     ADJUSTED  
 CA1119* NAVD 88     -       528.1    (meters)    1733.     (feet)  VERTCON   
 CA1119  ___________________________________________________________________
 CA1119  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CA1119  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CA1119
 CA1119  HORZ ORDER  -  SECOND
 CA1119
 CA1119.The horizontal coordinates were established by classical geodetic methods
 CA1119.and adjusted by the National Geodetic Survey in February 1996..
 CA1119
 CA1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1119
 CA1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1119
 CA1119.The geoid height was determined by GEOID03.
 CA1119
 CA1119;                    North         East     Units Scale Factor Converg.
 CA1119;SPC TX C     - 3,187,990.700   760,982.168   MT  0.99990135   +0 19 48.6
 CA1119;SPC TX C     -10,459,266.15  2,496,655.66   sFT  0.99990135   +0 19 48.6
 CA1119;UTM  14      - 3,469,805.829   434,157.197   MT  0.99965347   -0 21 37.1
 CA1119
 CA1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1119!SPC TX C     -   0.99992090  x   0.99990135  =   0.99982226
 CA1119!UTM  14      -   0.99992090  x   0.99965347  =   0.99957440
 CA1119
 CA1119|---------------------------------------------------------------------|
 CA1119| PID    Reference Object                     Distance      Geod. Az  |
 CA1119|                                                           dddmmss.s |
 CA1119| CV4344 BRANCH RM 1                          16.632 METERS 00645     |
 CA1119| CA1118 SALT                                APPROX. 8.9 KM 1591114.0 |
 CA1119| CV4345 BRANCH RM 2                          16.354 METERS 27800     |
 CA1119|---------------------------------------------------------------------|
 CA1119
 CA1119                          SUPERSEDED SURVEY CONTROL
 CA1119
 CA1119  NAD 83(1986)-  31 21 39.21379(N)    099 41 32.30808(W) AD(       ) 2
 CA1119  NAD 27      -  31 21 38.63305(N)    099 41 31.06066(W) AD(       ) 2
 CA1119  NGVD 29 (07/19/86)  528.0    (m)         1732.     (f) VERT ANG       
 CA1119
 CA1119.Superseded values are not recommended for survey control.
 CA1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1119.See file dsdata.txt to determine how the superseded data were derived.
 CA1119
 CA1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV3415769806(NAD 83)
 CA1119_MARKER: DD = SURVEY DISK
 CA1119_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1119+WITH SETTING: INFORMATION.
 CA1119_SP_SET: PREFABRICATED CONCRETE POST
 CA1119
 CA1119  HISTORY     - Date     Condition        Report By
 CA1119  HISTORY     - 1967     MONUMENTED       USGS
 CA1119
 CA1119                          STATION DESCRIPTION
 CA1119
 CA1119'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EEM)
 CA1119'STATION IS LOCATED 3.6 MILES EAST AND 3.4 MILES SOUTH OF
 CA1119'MILLERSVIEW VILLAGE.  2.4 MILES SOUTH AND 5.6 MILES WEST OF
 CA1119'POOLE VILLAGE.  2.2 MILES SOUTH OF FARM ROAD 765.  50 FEET
 CA1119'WEST OF PRIVATE ROAD AND 7 FEET NORTH OF STEEL WITNESS POST.
 CA1119'
 CA1119'TO REACH FROM MILLERSVIEW POST OFFICE, PROCEED EAST ALONG FARM
 CA1119'ROAD 765 FOR 4.0 MILES TO A T-ROAD SOUTH.  TURN SOUTH AND
 CA1119'FOLLOW COUNTY ROAD FOR 2.05 MILES TO A METAL GATE ON THE SOUTH
 CA1119'SIDE OF THE T-ROAD NORTH INTERSECTION, THENCE PROCEED SOUTH
 CA1119'THROUGH THE DAVE JAMES RANCH GATE FOR 1,230 FEET TO THE STATION
 CA1119'SITE ON THE RIGHT.
 CA1119'
 CA1119'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1119'STEEL ROD DRIVEN TO REFUSAL (6.5 FEET), CENTERED IN A 6 INCH
 CA1119'DIAMETER PLASTIC CASING, 12 INCHES LONG, FILLED WITH GRAVEL.
 CA1119'THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED BRANCH
 CA1119'ET 1967.
 CA1119'
 CA1119'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1119'CRIMPED TO A COPPER COATED STEEL ROD, DRIVEN TO REFUSAL
 CA1119'(6.5 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12
 CA1119'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH
 CA1119'WITH THE GROUND AND STAMPED BRANCH ET 1967 NO. 1.
 CA1119'
 CA1119'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1119'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (5.0
 CA1119'FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CA1119'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE
 CA1119'GROUND AND STAMPED BRANCH ET 1967 NO. 2.
 CA1119'
 CA1119'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 75.69 FEET (23.072
 CA1119'METERS).
 CA1119'
 CA1119'STATIONS SALT ET, 5.5 MILES SOUTH-SOUTHEAST, AND MUSTANG ET
 CA1119'8.0 MILES NORTH-NORTHWEST, ARE VISIBLE FROM THE GROUND AND
 CA1119'WILL SERVE AS THE AZIMUTH.
 CA1119'
 CA1119'ELEVATION = 1732.36 FEET (FLY LEVEL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6907 ***********************************************************************
 AW6907  DESIGNATION -  BRANCH
 AW6907  PID         -  AW6907
 AW6907  STATE/COUNTY-  TX/HARRIS
 AW6907  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW6907
 AW6907                         *CURRENT SURVEY CONTROL
 AW6907  ___________________________________________________________________
 AW6907* NAD 83(1993)-  29 47 48.53834(N)    095 30 45.78007(W)     ADJUSTED  
 AW6907* NAVD 88     -        24.1    (meters)      79.     (feet)  VERTCON   
 AW6907  ___________________________________________________________________
 AW6907  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6907  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW6907
 AW6907  HORZ ORDER  -  FIRST
 AW6907
 AW6907.The horizontal coordinates were established by classical geodetic methods
 AW6907.and adjusted by the National Geodetic Survey in February 1996..
 AW6907
 AW6907.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6907
 AW6907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6907
 AW6907.The geoid height was determined by GEOID03.
 AW6907
 AW6907;                    North         East     Units Scale Factor Converg.
 AW6907;SPC TXSC     - 4,222,633.785   937,073.173   MT  0.99989563   +1 42 30.5
 AW6907;SPC TXSC     -13,853,757.68  3,074,380.90   sFT  0.99989563   +1 42 30.5
 AW6907;UTM  15      - 3,298,918.851   257,122.437   MT  1.00032788   -1 14 57.3
 AW6907
 AW6907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6907!SPC TXSC     -   1.00000054  x   0.99989563  =   0.99989617
 AW6907!UTM  15      -   1.00000054  x   1.00032788  =   1.00032842
 AW6907
 AW6907:                Primary Azimuth Mark                     Grid Az
 AW6907:SPC TXSC     -  HOUSTON MISSION MFG CO TANK              002 24 48.9
 AW6907:UTM  15      -  HOUSTON MISSION MFG CO TANK              005 22 16.7
 AW6907
 AW6907|---------------------------------------------------------------------|
 AW6907| PID    Reference Object                     Distance      Geod. Az  |
 AW6907|                                                           dddmmss.s |
 AW6907| AW6906 HOUSTON MISSION MFG CO TANK         APPROX. 4.3 KM 0040719.4 |
 AW6907| CV6948 BRANCH RM 4                          40.758 METERS 00912     |
 AW6907| AW6747 HOUSTON GLECO WATER TANK            APPROX. 4.9 KM 0155332.9 |
 AW6907| AW6744 FOREST                              APPROX. 6.2 KM 0343601.5 |
 AW6907| CV6945 BRANCH RM 1                          26.493 METERS 05516     |
 AW6907| CV6947 BRANCH RM 3                                        06433     |
 AW6907| AW6741 HOUSTON CAMERON IRON E TK 1963      APPROX. 5.0 KM 1022744.4 |
 AW6907| AW6746 HOUSTON SECOND BAP CH SPIRE         APPROX. 4.7 KM 1623629.0 |
 AW6907| AW6626 HOUSTON BRIARGROVE WATER TANK       APPROX. 7.1 KM 1671117.8 |
 AW6907| CV6946 BRANCH RM 2                          25.200 METERS 18908     |
 AW6907| AW6912 HOUSTON TEXAS TENN IND INC TK       APPROX. 5.1 KM 2563858.0 |
 AW6907| AW6910 HOUSTON LONGPOINT WOODS TANK        APPROX. 2.7 KM 2704815.7 |
 AW6907| AW6913 HOUSTON KJS 983 RAD MAST            APPROX. 5.1 KM 2782158.5 |
 AW6907|---------------------------------------------------------------------|
 AW6907
 AW6907                          SUPERSEDED SURVEY CONTROL
 AW6907
 AW6907  NAD 83(1986)-  29 47 48.55279(N)    095 30 45.76159(W) AD(       ) 1
 AW6907  NAD 27      -  29 47 47.73324(N)    095 30 44.97066(W) AD(       ) 1
 AW6907  NGVD 29 (07/19/86)   24.1    (m)           79.     (f) VERT ANG       
 AW6907
 AW6907.Superseded values are not recommended for survey control.
 AW6907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6907.See file dsdata.txt to determine how the superseded data were derived.
 AW6907
 AW6907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5712298919(NAD 83)
 AW6907_MARKER: DS = TRIANGULATION STATION DISK
 AW6907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6907_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6907
 AW6907  HISTORY     - Date     Condition        Report By
 AW6907  HISTORY     - 1968     MONUMENTED       CGS
 AW6907  HISTORY     - 1970     GOOD             USGS
 AW6907  HISTORY     - 1974     GOOD             NGS
 AW6907  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW6907
 AW6907                          STATION DESCRIPTION
 AW6907
 AW6907'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6907'THE STATION IS LOCATED ON THE GROUNDS OF THE SPRING BRANCH HIGH
 AW6907'SCHOOL IN SPRING VALLEY, NEAR THE NORTHWEST CORNER OF A PARKING
 AW6907'AREA AND ON PROPERTY OF THE SPRING BRANCH INDEPENDENT SCHOOL
 AW6907'DISTRICT.
 AW6907'
 AW6907'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 10 CROSSES
 AW6907'OVER CAMPBELL ROAD IN SPRING VALLEY, GO NORTH ON CAMPBELL ROAD
 AW6907'FOR 0.7 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON WESTVIEW
 AW6907'DRIVE FOR 0.05 MILE TO A SIDE ROAD LEFT AT THE WEST EDGE OF THE
 AW6907'SCHOOL.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.15 MILE TO
 AW6907'THE STATION ON THE LEFT.
 AW6907'
 AW6907'THE STATION MARK IS A STANDARD DISK STAMPED BRANCH 1968, SET
 AW6907'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6907'GROUND.  IT IS 99 FEET WEST OF THE WEST EDGE OF A GRAVELED PARKING
 AW6907'AREA, 33.6 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE CONCRETE
 AW6907'SLAB AND 20 FEET EAST OF THE EAST EDGE OF A DRAINAGE DITCH.
 AW6907'
 AW6907'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRANCH NO 1 1968,
 AW6907'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6907'THE GROUND.  IT IS 62 FEET WEST OF THE WEST EDGE OF THE PARKING
 AW6907'AREA, 44 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 AW6907'SLAB AND 41 FEET EAST OF THE EAST EDGE OF THE CONCRETE SLAB.
 AW6907'
 AW6907'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRANCH NO 2 1968,
 AW6907'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 AW6907'WITH THE GROUND.  IT IS 28 FEET WEST OF THE WEST EDGE OF THE
 AW6907'PARKING AREA, 4 FEET EAST OF THE EDGE OF THE DRAINAGE DITCH AND 3.4
 AW6907'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 AW6907'
 AW6907'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BRANCH NO 3 1968,
 AW6907'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 AW6907'WITH THE GROUND.  IT IS 30 FEET EAST OF THE CENTER OF A PAVED ROAD,
 AW6907'1.4 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A CHAIN
 AW6907'LINK FENCE.
 AW6907'
 AW6907'TO REACH REFERENCE MARK 3 FROM THIS POINT, GO EAST ON WESTVIEW
 AW6907'DRIVE FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT, GO NORTH,
 AW6907'PASSING TO THE EAST OF A FOOTBALL STADIUM ON A PAVED ROAD FOR 0.3
 AW6907'MILE TO THE MARK ON THE RIGH.
 AW6907'
 AW6907'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
 AW6907
 AW6907                          STATION RECOVERY (1970)
 AW6907
 AW6907'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW6907'THE AREA SURROUNDING THE STATION MARK HAS BEEN PAVED WITH ASPHALT
 AW6907'AS A PARKING AREA.  A HOLE ABOUT 4 INCHES DEEP WAS LEFT IN PAVING
 AW6907'FOR STATION RECOVERY.  THIS HOLE USUALLY FILLS UP WITH DIRT AND
 AW6907'DEBRIS.
 AW6907'
 AW6907'R.M. 1 WAS EVIDENTLY COVERED WITH ASPHALT.
 AW6907'
 AW6907'R.M. 2 IS ABOUT 6 INCHES WEST OF WEST EDGE OF PAVING.
 AW6907'
 AW6907'R.M. 3 LOCATED 13.4 FEET EAST OF WEST EDGE OF PAVING AREA AND
 AW6907'ABOUT IN LINE WITH NORTH EDGE OF STADIUM.
 AW6907
 AW6907                          STATION RECOVERY (1974)
 AW6907
 AW6907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AW6907'DISTANCE R.M. NO. 2 TO R.M. NO. 4 NOT MEASURED, NEARLY ON LINE.
 AW6907'
 AW6907'THE STATION MARK, AND REFERENCE MARKS NO. 2 AND NO. 4 (AZIMUTH
 AW6907'MARK) WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 AW6907'NOT FOUND, IT APPARENTLY WAS COVERED OVER DURING ASPHALT PAVING OF
 AW6907'THE SCHOOL PARKING AREA, NO ATTEMPT WAS MADE TO UNCOVER THE MARK.
 AW6907'THE STATION MARK IS WITHIN THE BOUNDS OF THE PAVED AREA, BUT AN
 AW6907'OPENING WAS LEFT FOR ACCESS TO THE MARK.  REFERENCE MARK NO. 4 WAS
 AW6907'SET.
 AW6907'
 AW6907'A NEW DESCRIPTION FOLLOWS--
 AW6907'
 AW6907'THE STATION IS LOCATED ABOUT 10 MILES WEST OF THE CENTER OF HOUSTON,
 AW6907'0.8 MILE NORTH OF INTERSTATE HIGHWAY 10, ON THE SPRING BRANCH HIGH
 AW6907'SCHOOL GROUNDS, IN THE NORTHWEST PART OF THE SCHOOL PARKING AREA.
 AW6907'
 AW6907'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 10 CROSSES OVER
 AW6907'CAMPBELL ROAD IN SPRING VALLEY, GO NORTH ON CAMPBELL ROAD 0.7 MILE
 AW6907'TO THE INTERSECTION WITH WESTVIEW DRIVE, TURN RIGHT AND GO EAST ON
 AW6907'WESTVIEW DRIVE 0.05 MILE TO THE SOUTHWEST PART OF THE SPRING
 AW6907'BRANCH HIGH SCHOOL GROUNDS, TURN LEFT AND GO NORTH ON PAVED STREET
 AW6907'ALONG THE WEST SIDE OF THE SCHOOL FOR 0.15 MILE TO THE STATION AS
 AW6907'DESCRIBED.
 AW6907'
 AW6907'THE STATION MARK IS A STANDARD DISK STAMPED BRANCH 1968, SET IN
 AW6907'THE TOP OF A ROUND CONCRETE MONUMENT 6-INCHES BELOW THE SURFACE OF
 AW6907'THE PAVED AREA.  IT IS 286 FEET NORTH OF THE NORTHWEST CORNER OF
 AW6907'THE SCHOOL, 171.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE
 AW6907'METAL BUILDING AT THE NORTH EDGE OF THE PARKING LOT, 35.2 FEET
 AW6907'EAST OF THE CYCLONE FENCE ALONG THE WEST EDGE OF THE SCHOOL
 AW6907'PROPERTY, 20 FEET EAST OF THE EAST EDGE OF A DRAINAGE DITCH AND
 AW6907'IN A HOLE LEFT IN THE PAVING.
 AW6907'
 AW6907'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BRANCH NO 2 1968, SET
 AW6907'IN A ROUND CONCRETE MONUMENT 3-INCHES BELOW GROUND SURFACE.  IT IS
 AW6907'251 FEET SOUTH OF THE SOUTHWEST CORNER OF THE METAL BUILDING, AND
 AW6907'21.5 FEET EAST OF THE CYCLONE FENCE, AND 1-FOOT WEST OF WEST EDGE
 AW6907'OF PAVING.
 AW6907'
 AW6907'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BRANCH 1968 NO 4
 AW6907'1974, SET IN A DRILLED HOLE IN CONCRETE PAVING NEAR THE NORTHWEST
 AW6907'PART OF THE PARKING LOT.  IT IS 62 FEET SOUTHEAST OF THE SOUTHWEST
 AW6907'CORNER OF THE METAL BUILDING, 58 FEET EAST OF THE CYCLONE FENCE,
 AW6907'37 FEET SOUTH OF THE SOUTH SIDE OF THE METAL BUILDING, AND 1.0
 AW6907'FOOT SOUTH OF THE NORTH EDGE OF THE CONCRETE PAVING.
 AW6907'
 AW6907'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED BRANCH
 AW6907'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AW6907'GROUND.  IT IS NORTH-NORTHEAST OF THE STADIUM AT THE WEST EDGE OF
 AW6907'THE ATHLETIC FIELD, 137 FEET SOUTH OF A FIRE HYDRANT, 133 FEET
 AW6907'SOUTH OF A T FENCE CORNER, 31 FEET EAST OF THE CENTER OF A PAVED
 AW6907'ROAD, AND 1.0 FOOT WEST OF A CYCLONE FENCE.
 AW6907'
 AW6907'TO REACH THE AZIMUTH MARK FROM THE STATION, GO TO THE NORTHEAST
 AW6907'CORNER OF THE SCHOOL PARKING AREA, THENCE NORTH ON A PAVED ROAD 0.1
 AW6907'MILE TO A T INTERSECTION, TURN RIGHT AND GO EAST ON PAVED STREET
 AW6907'0.1 MILE TO A GATE ON THE RIGHT, TURN RIGHT THRU GATE AND GO SOUTH
 AW6907'ON PAVED ROAD 133 FEET TO THE MARK ON THE LEFT AS DESCRIBED.
 AW6907'
 AW6907'NOTE--THE STATION MARK IS SET VERY NEARLY ON LINE WITH THE
 AW6907'EXTENDED LINE OF THE NORTH END OF THE SCHOOL STADIUM.
 AW6907'
 AW6907'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SPRING VALLEY.
 AW6907
 AW6907                          STATION RECOVERY (1994)
 AW6907
 AW6907'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9218 ***********************************************************************
 AF9218  DESIGNATION -  BRANCH ET
 AF9218  PID         -  AF9218
 AF9218  STATE/COUNTY-  TX/STONEWALL
 AF9218  USGS QUAD   -  SEVEN DIAMOND L CANYON (1981)
 AF9218
 AF9218                         *CURRENT SURVEY CONTROL
 AF9218  ___________________________________________________________________
 AF9218* NAD 83(1993)-  33 21 06.43340(N)    100 29 35.04878(W)     ADJUSTED  
 AF9218* NAVD 88     -       600.4    (meters)    1970.     (feet)  VERTCON   
 AF9218  ___________________________________________________________________
 AF9218  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 AF9218  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AF9218
 AF9218  HORZ ORDER  -  THIRD
 AF9218
 AF9218.The horizontal coordinates were established by classical geodetic methods
 AF9218.and adjusted by the National Geodetic Survey in July 1998..
 AF9218
 AF9218.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9218
 AF9218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9218
 AF9218.The geoid height was determined by GEOID03.
 AF9218
 AF9218;                    North         East     Units Scale Factor Converg.
 AF9218;SPC TXNC     - 2,188,623.479   414,516.175   MT  0.99988630   -1 05 13.2
 AF9218;SPC TXNC     - 7,180,508.86  1,359,958.48   sFT  0.99988630   -1 05 13.2
 AF9218;UTM  14      - 3,691,282.504   361,073.569   MT  0.99983796   -0 49 15.6
 AF9218
 AF9218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9218!SPC TXNC     -   0.99990997  x   0.99988630  =   0.99979628
 AF9218!UTM  14      -   0.99990997  x   0.99983796  =   0.99974794
 AF9218
 AF9218                          SUPERSEDED SURVEY CONTROL
 AF9218
 AF9218  NGVD 29 (07/17/98)  600.2    (m)         1969.     (f) VERT ANG       
 AF9218
 AF9218.Superseded values are not recommended for survey control.
 AF9218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9218.See file dsdata.txt to determine how the superseded data were derived.
 AF9218
 AF9218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6107491283(NAD 83)
 AF9218_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF9218
 AF9218  HISTORY     - Date     Condition        Report By
 AF9218  HISTORY     - 1958     MONUMENTED       USGS
 AF9218
 AF9218                          STATION DESCRIPTION
 AF9218
 AF9218'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9218'STATION IS 14.5 MI. NW. OF SWENSON, 9.0 MI. NE. OF JAYTON, ON A
 AF9218'MESQUITE COVERED HILL ABOUT A HALF MI. N. OF A COUNTY RD. ON LAND
 AF9218'OWNED BY G. W. SPRINGER.
 AF9218'THE STATION WAS REACHED FROM SWENSON BY GOING W. ON STATE HIGHWAY 70 1
 AF9218'MI. TO FM 1646, THENCE N. ON THE FARM ROAD 5.0 MI. TO A CROSSROAD.
 AF9218'TURN W. (LEFT) 1.5 MI. TO A T-RD. N., THEN N. AND FOLLOW MAIN RD. 1.5
 AF9218'MI. TO BRIDGE ACROSS SALT FORK OF THE BRAZOS RIVER.  CONTINUE ON MAIN
 AF9218'RD. 11.0 MI. TO A 90 DEGREE TURN IN RD. TO THE S.  FOLLOW FENCE N. AT
 AF9218'THIS POINT ACROSS A PLOWED FIELD TO THE TOP OF A HILL IN MESQUITE
 AF9218'COVERED GRAZING LAND TO STATION MARK.  MARK IS 530 FT. NE. OF FIELD
 AF9218'CORNER, 435 FT. N. OF THE FENCE LINE AND 490 FT. S. OF CURVE IN RANCH
 AF9218'FEED RD. N.
 AF9218'STATION MARK--A COPPERWELD ROD SET FLUSH WITH THE GROUND AND
 AF9218'---STAMPED--- BRANCH-ET 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2716 ***********************************************************************
 CS2716  DESIGNATION -  BRANDON
 CS2716  PID         -  CS2716
 CS2716  STATE/COUNTY-  TX/HILL
 CS2716  USGS QUAD   -  MERTENS (1965)
 CS2716
 CS2716                         *CURRENT SURVEY CONTROL
 CS2716  ___________________________________________________________________
 CS2716* NAD 83(1993)-  32 02 42.88559(N)    096 57 41.12330(W)     ADJUSTED  
 CS2716* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 CS2716  ___________________________________________________________________
 CS2716  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 CS2716  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CS2716
 CS2716  HORZ ORDER  -  SECOND
 CS2716
 CS2716.The horizontal coordinates were established by classical geodetic methods
 CS2716.and adjusted by the National Geodetic Survey in February 1996..
 CS2716
 CS2716.The orthometric height was scaled from a topographic map.
 CS2716
 CS2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2716
 CS2716.The geoid height was determined by GEOID03.
 CS2716
 CS2716;                    North         East     Units Scale Factor Converg.
 CS2716;SPC TXNC     - 2,043,046.396   745,312.041   MT  1.00002556   +0 50 20.9
 CS2716;SPC TXNC     - 6,702,894.72  2,445,244.59   sFT  1.00002556   +0 50 20.9
 CS2716;UTM  14      - 3,547,268.185   692,477.743   MT  1.00005691   +1 04 55.1
 CS2716
 CS2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2716!SPC TXNC     -   0.99997419  x   1.00002556  =   0.99999975
 CS2716!UTM  14      -   0.99997419  x   1.00005691  =   1.00003110
 CS2716
 CS2716:                Primary Azimuth Mark                     Grid Az
 CS2716:SPC TXNC     -  MERTENS MUNICIPAL TANK                   077 22 54.6
 CS2716:UTM  14      -  MERTENS MUNICIPAL TANK                   077 08 20.4
 CS2716
 CS2716|---------------------------------------------------------------------|
 CS2716| PID    Reference Object                     Distance      Geod. Az  |
 CS2716|                                                           dddmmss.s |
 CS2716| CS2712 MERTENS MUNICIPAL TANK              APPROX. 6.2 KM 0781315.5 |
 CS2716| CX9861 BRANDON AZ MK                                      0805104.9 |
 CS2716| BZ1435 MALONE MUNICIPAL TANK               APPROX.15.5 KM 1562216.9 |
 CS2716| BZ1244 BYNUM WATER TANK                    APPROX. 9.1 KM 2062325.8 |
 CS2716| BZ1243 BYNUM BAPTIST CHURCH STEEPLE        APPROX. 9.3 KM 2072016.5 |
 CS2716| CX9862 BRANDON RM 1                         39.377 METERS 24014     |
 CS2716| CX9863 BRANDON RM 2                         34.064 METERS 34040     |
 CS2716|---------------------------------------------------------------------|
 CS2716
 CS2716                          SUPERSEDED SURVEY CONTROL
 CS2716
 CS2716  NAD 83(1986)-  32 02 42.89367(N)    096 57 41.10357(W) AD(       ) 2
 CS2716  NAD 27      -  32 02 42.33900(N)    096 57 40.10400(W) AD(       ) 2
 CS2716
 CS2716.Superseded values are not recommended for survey control.
 CS2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2716.See file dsdata.txt to determine how the superseded data were derived.
 CS2716
 CS2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA9247847268(NAD 83)
 CS2716_MARKER: DS = TRIANGULATION STATION DISK
 CS2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2716
 CS2716  HISTORY     - Date     Condition        Report By
 CS2716  HISTORY     - 1948     MONUMENTED       CGS
 CS2716  HISTORY     - 19990220 GOOD             USPSQD
 CS2716
 CS2716                          STATION DESCRIPTION
 CS2716
 CS2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2716'THE STATION IS LOCATED ON THE GROUNDS OF THE BRANDON PUBLIC
 CS2716'SCHOOL, IN THE TOWN OF BRANDON, WHICH IS ABOUT 10 MILES
 CS2716'EAST-NORTHEAST OF HILLSBORO.  IT IS 130 FEET SOUTH OF THE
 CS2716'CENTERLINE OF STATE HIGHWAY 22, 30 FEET WEST OF THE NORTHWEST
 CS2716'CORNER OF THE SCHOOL BUILDING, 27 FEET SOUTH OF THE CENTERLINE
 CS2716'OF A TRACK ROAD, AND 21 FEET NORTH OF A 6 INCH ELM TREE.  THE
 CS2716'DISK IS STAMPED BRANDON 1948 AND IS SET FLUSH WITH THE GROUND.
 CS2716'
 CS2716'REFERENCE MARK NO. 1 IS 129.19 FEET WEST-SOUTHWEST OF THE
 CS2716'STATION, 16 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD,
 CS2716'AND 12 FEET EAST OF A FENCE LINE.  THE DISK IS STAMPED BRANDON
 CS2716'NO 1 1948 AND PROJECTS 8 INCHES.
 CS2716'
 CS2716'REFERENCE MARK NO. 2 IS 111.76 FEET NORTH-NORTHWEST OF THE
 CS2716'STATION, AND 20 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 CS2716'IT IS SET IN THE SOUTH HEADWALL OF A CONCRETE CULVERT.  THE
 CS2716'DISK IS STAMPED BRANDON NO 2 1948 AND PROJECTS 1 FOOT.
 CS2716'
 CS2716'THE AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF THE STATION, 20
 CS2716'FEET WEST OF A 6 INCH GUM TREE, AND 18 FEET NORTH OF THE
 CS2716'CENTERLINE OF THE HIGHWAY.  IT IS SET IN THE NORTH HEADWALL
 CS2716'OF A CONCRETE CULVERT.  THE DISK IS STAMPED BRANDON 1948 AND
 CS2716'PROJECTS 1 FOOT.  TO REACH FROM THE STATION, GO EAST ON STATE
 CS2716'HIGHWAY 22 FOR 0.25 MILE TO THE FIRST CULVERT, AND THE MARK
 CS2716'ON THE LEFT AS DESCRIBED.
 CS2716'
 CS2716'A 100 FOOT SIGNAL AT MERTENS IS VISIBLE FROM THE GROUND.
 CS2716'
 CS2716'A 100 FOOT SIGNAL AT IRENE IS VISIBLE AT 25 FEET.
 CS2716'
 CS2716'AN 87 FOOT SIGNAL AT ASH IS VISIBLE FROM THE GROUND.
 CS2716'
 CS2716'A 74 FOOT SIGNAL AT BYNUM IS VISIBLE AT 25 FEET.
 CS2716'
 CS2716'A 74 FOOT SIGNAL AT LAKENON IS VISIBLE AT 50 FEET.
 CS2716'
 CS2716'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2716
 CS2716                          STATION RECOVERY (1999)
 CS2716
 CS2716'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0646 ***********************************************************************
 EN0646  DESIGNATION -  BRANSON RESET
 EN0646  PID         -  EN0646
 EN0646  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0646  USGS QUAD   -  WELLINGTON NW (1982)
 EN0646
 EN0646                         *CURRENT SURVEY CONTROL
 EN0646  ___________________________________________________________________
 EN0646* NAD 83(1993)-  34 55 14.51611(N)    100 12 30.90951(W)     ADJUSTED  
 EN0646* NAVD 88     -       674.6    (meters)    2213.     (feet)  VERTCON   
 EN0646  ___________________________________________________________________
 EN0646  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 EN0646  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EN0646
 EN0646  HORZ ORDER  -  FIRST
 EN0646
 EN0646.The horizontal coordinates were established by classical geodetic methods
 EN0646.and adjusted by the National Geodetic Survey in February 1996..
 EN0646
 EN0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0646
 EN0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0646
 EN0646.The geoid height was determined by GEOID03.
 EN0646
 EN0646;                    North         East     Units Scale Factor Converg.
 EN0646;SPC TX N     - 1,102,910.592   317,994.988   MT  0.99994828   +0 44 54.3
 EN0646;SPC TX N     - 3,618,465.83  1,043,288.56   sFT  0.99994828   +0 44 54.3
 EN0646;UTM  14      - 3,864,915.499   389,605.390   MT  0.99975020   -0 41 30.9
 EN0646
 EN0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0646!SPC TX N     -   0.99989841  x   0.99994828  =   0.99984669
 EN0646!UTM  14      -   0.99989841  x   0.99975020  =   0.99964863
 EN0646
 EN0646|---------------------------------------------------------------------|
 EN0646| PID    Reference Object                     Distance      Geod. Az  |
 EN0646|                                                           dddmmss.s |
 EN0646| CX7650 BRANSON RM 1                         38.015 METERS 00248     |
 EN0646| EN0639 WELLINGTON ATT MICROWAVE MAST       APPROX.14.8 KM 1674006.1 |
 EN0646| CX7648 BRANSON AZ MK                                      1712138.3 |
 EN0646| CX7649 BRANSON AZ MK 2                                    1720355.8 |
 EN0646| EN0641 WELLINGTON GRAIN TRANS MAST         APPROX.16.2 KM 1752752.9 |
 EN0646| EN0637 WELLINGTON MUNICIPAL TANK           APPROX. 6.9 KM 1842531.9 |
 EN0646| EN0643 WELLINGTON VUMORE TV MAST           APPROX. 6.3 KM 1925723.0 |
 EN0646| EN0644 WELLINGTON RADIO KKA 545 MAST       APPROX. 7.3 KM 1930953.3 |
 EN0646| CX7651 BRANSON RM 2                          6.792 METERS 28033     |
 EN0646| CX7652 BRANSON RM 3                        114.885 METERS 35105     |
 EN0646| FL1948 SHAMROCK WATER TANK                 APPROX.32.8 KM 3532926.6 |
 EN0646|---------------------------------------------------------------------|
 EN0646
 EN0646                          SUPERSEDED SURVEY CONTROL
 EN0646
 EN0646  NAD 83(1993)-  34 55 14.51640(N)    100 12 30.90911(W) AD(       ) 1
 EN0646  NAD 83(1986)-  34 55 14.52104(N)    100 12 30.90163(W) AD(       ) 1
 EN0646  NAD 27      -  34 55 14.32900(N)    100 12 29.49300(W) AD(       ) 1
 EN0646  NGVD 29 (07/19/86)  674.3    (m)         2212.     (f) VERT ANG       
 EN0646
 EN0646.Superseded values are not recommended for survey control.
 EN0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0646.See file dsdata.txt to determine how the superseded data were derived.
 EN0646
 EN0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8960564915(NAD 83)
 EN0646_MARKER: DS = TRIANGULATION STATION DISK
 EN0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0646
 EN0646  HISTORY     - Date     Condition        Report By
 EN0646  HISTORY     - 1923     MONUMENTED       CGS
 EN0646  HISTORY     - 1927     GOOD             CGS
 EN0646  HISTORY     - 1935     GOOD             CGS
 EN0646  HISTORY     - 1958     GOOD             CGS
 EN0646  HISTORY     - 1958     GOOD             USGS
 EN0646  HISTORY     - 1967     GOOD             CGS
 EN0646
 EN0646                          STATION DESCRIPTION
 EN0646
 EN0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 EN0646'STATION IS 4 MILES N AND 1/2 MILE E OF WELLINGTON, ON A SANDY
 EN0646'RIDGE, ON LAND BELONGING TO MRS. LUCY B. WELLS OF WELLINGTON,
 EN0646'AND IN CHARGE OF MR. PRICE SULLIVAN, AND ABOUT 1/2 MILE E OF
 EN0646'THE WELLINGTON-SHAMROCK WAGON ROAD.  SURFACE, UNDERGROUND AND
 EN0646'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 EN0646'REFERENCE MARK NO. 1 IS 38.13
 EN0646'METERS (125.1 FEET) FROM STATION.
 EN0646'REFERENCE MARK NO. 2, 6.79 METERS (22.3 FEET).
 EN0646'THE STATION WAS RECOVERED IN 1923, AND THE MARKS FOUND IN
 EN0646'POOR CONDITION, THE UNDERGROUND MARK 1-3/4 INCHES OFF CENTER.
 EN0646'NEW MARKS WERE PUT IN OF THE SAME GENERAL TYPES AS ABOVE,
 EN0646'BUT FULL SIZE AND GOOD QUALITY.  A REFERENCE MARK WAS
 EN0646'ALSO ADDED IN 1923 CONSISTING OF STANDARD REFERENCE DISK, SET
 EN0646'IN CONCRETE BLOCK, 114.92 METERS (377.0 FEET) N OF
 EN0646'STATION, IN E-W FENCE LINE.  STATION RECOVERED IN 1927 IN
 EN0646'GOOD CONDITION.  IT WAS REACHED AT THAT TIME FROM
 EN0646'WELLINGTON BY GOING W 1/2 MILE TO MAIN ROAD LEADING N TO
 EN0646'SHAMROCK, FOLLOWING THIS MAIN ROAD N ABOUT 4-1/2 MILES TO ROAD
 EN0646'LEADING E, THENCE E 1/2 MILE TO END OF ROAD AT FARMHOUSE.
 EN0646'STATION WAS ON A HIGH KNOLL IN PASTURE A SHORT DISTANCE E OF
 EN0646'THIS HOUSE.  ALL MARKS WERE STAMPED WITH NAME OF STATION
 EN0646'AND DATE.  ELEVATION OF STATION, 674.3 METERS (2,212 FEET).
 EN0646
 EN0646                          STATION RECOVERY (1935)
 EN0646
 EN0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0646'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  A
 EN0646'PRESENT DAY DESCRIPTION OF THE STATION IS AS FOLLOWS--STATION
 EN0646'IS LOCATED 4-1/4 MILES A LITTLE E OF N FROM WELLINGTON, ON
 EN0646'A HIGH SANDY KNOLL, ON LAND OWNED BY MRS. LUCY B. WELLS AND
 EN0646'MANAGED BY MR. P. SULLIVAN OF WELLINGTON.  MARK PROJECTS 6
 EN0646'INCHES ABOVE GROUND.
 EN0646'
 EN0646'AN AZIMUTH MARK WAS SET 0.5 MILE S OF STATION, 45 FEET W OF
 EN0646'CENTER LINE OF U.S. HIGHWAY 83.  MARK PROJECTS 4 INCHES ABOVE
 EN0646'GROUND.  TO REACH FROM STATION, GO 0.5 MILE S ON U.S. HIGHWAY
 EN0646'83 TO MARK ON RIGHT.
 EN0646'
 EN0646'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 EN0646'STATE HIGHWAY 52 AT THE NE CORNER OF WELLINGTON, GO N ON U.S.
 EN0646'HIGHWAY 83 FOR 3.8 MILES.  STATION IS THEN ABOUT 130 YARDS
 EN0646'E ON HIGHEST GROUND, 377 FEET S OF AN E-W FENCE.
 EN0646
 EN0646                          STATION RECOVERY (1958)
 EN0646
 EN0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KAM)
 EN0646'THE STATION MARK AND THE THREE REFERENCE MARKS WERE RECOVERED
 EN0646'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 EN0646'FOR BUT NOT RECOVERED.  THE ORIGINAL DESCRIPTION WAS ADEQUATE.
 EN0646
 EN0646                          STATION RECOVERY (1958)
 EN0646
 EN0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 EN0646'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EN0646'
 EN0646'REFERENCE AND AZIMUTH MARKS NOT SEARCHED FOR.
 EN0646'
 EN0646'TO REACH FROM THE COURTHOUSE IN WELLINGTON, TEXAS PROCEED 0.5
 EN0646'MILES EAST, THEN 4.4 MILES NORTH ALONG U.S. HIGHWAY 83, TO
 EN0646'DIP IN ROAD.  PACK 445 FEET EAST TO TOP OF SAND HILL AND STATION.
 EN0646
 EN0646                          STATION RECOVERY (1967)
 EN0646
 EN0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0646'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED.
 EN0646'HOWEVER, THE REFERENCE MARKS WERE NOT NUMBERED, THIS PARTY STAMPED 1,
 EN0646'2 AND 3 ON THE REFERENCE MARKS.  THE AZIMUTH MARK WAS NOT
 EN0646'RECOVERED, A NEW AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A
 EN0646'COMPLETE NEW DESCRIPTION.
 EN0646'
 EN0646'THE STATION IS ABOUT 12-1/4 MILES WEST OF THE TEXAS-OKLAHOMA STATE
 EN0646'LINE, 4-1/2 MILES NORTH OF WELLINGTON AND 0.1 MILE NORTHEAST OF U.S.
 EN0646'HIGHWAY 83, ON THE HIGHEST POINT OF A SANDY KNOLL, ON PROPERTY
 EN0646'OWNED BY MRS. LUCY B. WELLS.
 EN0646'
 EN0646'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND
 EN0646'SPUR ROAD 204 IN WELLINGTON, GO NORTH ON U.S. HIGHWAY 83 FOR 2.4
 EN0646'MILES TO THE JUNCTION WITH FARM ROAD 203 ON THE LEFT.  CONTINUE NORTH
 EN0646'ON HIGHWAY 83 FOR 1.65 MILES TO THE AZIMUTH MARK ON THE LEFT.
 EN0646'CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO A DIM TRACK ROAD ON
 EN0646'THE RIGHT.  TURN RIGHT AND GO NORTH-NORTHEAST UP SANDY RIDGE FOR
 EN0646'0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 EN0646'
 EN0646'THE STATION MARK IS STANDARD DISK, STAMPED BRANSON 1921, SET IN THE
 EN0646'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 2 INCHES ABOVE
 EN0646'THE GROUND.  IT IS 378.0 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 EN0646'5.0 FEET EAST OF A WITNESS POST.
 EN0646'
 EN0646'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRANSON NO 1 1921, SET
 EN0646'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST, THAT PROJECTS 2 INCHES
 EN0646'ABOVE THE GROUND.  IT IS 40.0 FEET EAST OF THE WEST SLOPE OF THE
 EN0646'RIDGE AND 30.0 FEET WEST OF THE EAST SLOPE OF THE RIDGE.  THE MARK IS
 EN0646'ABOUT THE SAME ELEVATION AS THE STATION.
 EN0646'
 EN0646'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRANSON NO 2 1921, SET
 EN0646'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST, THAT PROJECTS 1 INCH
 EN0646'ABOVE THE GROUND.  IT IS 18.5 FEET WEST-NORTHWEST OF THE WITNESS
 EN0646'POST AND IS SET NEAR THE WEST SLOPE OF THE RIDGE.  THE MARK IS ABOUT
 EN0646'THE SAME ELEVATION AS THE STATION.
 EN0646'
 EN0646'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BRANSON NO 3 1921, SET
 EN0646'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 6 INCHES
 EN0646'ABOVE THE GROUND.  IT IS 1.0 FEET SOUTH OF THE EAST-WEST FENCE LINE
 EN0646'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0646'
 EN0646'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRANSON AZ 2 1921 1967, SET
 EN0646'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0646'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 49.0 FEET WEST OF THE
 EN0646'CENTERLINE OF U.S. HIGHWAY 83, 3.0 FEET NORTH OF A WITNESS POST
 EN0646'AND 1.0 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.
 EN0646'
 EN0646'NOTE--REFERENCE MARK 1 TO REFERENCE MARK 2 IS 123.71 FEET OR (37.707
 EN0646'METERS.)
 EN0646'
 EN0646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES NORTH
 EN0646'OF WELLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5758 ***********************************************************************
 AW5758  DESIGNATION -  BRANT 1933
 AW5758  PID         -  AW5758
 AW5758  STATE/COUNTY-  TX/GALVESTON
 AW5758  USGS QUAD   -  HIGH ISLAND (1994)
 AW5758
 AW5758                         *CURRENT SURVEY CONTROL
 AW5758  ___________________________________________________________________
 AW5758* NAD 83(1993)-  29 33 26.07260(N)    094 28 03.01220(W)     ADJUSTED  
 AW5758* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5758  ___________________________________________________________________
 AW5758  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW5758  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW5758
 AW5758  HORZ ORDER  -  SECOND
 AW5758
 AW5758.The horizontal coordinates were established by classical geodetic methods
 AW5758.and adjusted by the National Geodetic Survey in February 1996..
 AW5758
 AW5758.The orthometric height was scaled from a topographic map.
 AW5758
 AW5758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5758
 AW5758.The geoid height was determined by GEOID03.
 AW5758
 AW5758;                    North         East     Units Scale Factor Converg.
 AW5758;SPC TXSC     - 4,199,564.584 1,039,085.266   MT  0.99987074   +2 13 13.9
 AW5758;SPC TXSC     -13,778,071.47  3,409,065.58   sFT  0.99987074   +2 13 13.9
 AW5758;UTM  15      - 3,270,624.120   357,830.592   MT  0.99984939   -0 43 26.5
 AW5758
 AW5758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5758!SPC TXSC     -   1.00000407  x   0.99987074  =   0.99987481
 AW5758!UTM  15      -   1.00000407  x   0.99984939  =   0.99985346
 AW5758
 AW5758:                Primary Azimuth Mark                     Grid Az
 AW5758:SPC TXSC     -  GILCHRIST                                197 44 54.3
 AW5758:UTM  15      -  GILCHRIST                                200 41 34.7
 AW5758
 AW5758|---------------------------------------------------------------------|
 AW5758| PID    Reference Object                     Distance      Geod. Az  |
 AW5758|                                                           dddmmss.s |
 AW5758| AW1690 GILCHRIST                           APPROX. 5.1 KM 1995808.2 |
 AW5758|---------------------------------------------------------------------|
 AW5758
 AW5758                          SUPERSEDED SURVEY CONTROL
 AW5758
 AW5758  NAD 83(1993)-  29 33 26.07606(N)    094 28 03.00851(W) AD(       ) 2
 AW5758  NAD 83(1986)-  29 33 26.09230(N)    094 28 02.99252(W) AD(       ) 2
 AW5758  NAD 27      -  29 33 25.26720(N)    094 28 02.30480(W) AD(       ) 2
 AW5758
 AW5758.Superseded values are not recommended for survey control.
 AW5758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5758.See file dsdata.txt to determine how the superseded data were derived.
 AW5758
 AW5758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN5783170624(NAD 83)
 AW5758_MARKER: DS = TRIANGULATION STATION DISK
 AW5758_SETTING: 0 = UNSPECIFIED SETTING
 AW5758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5758
 AW5758  HISTORY     - Date     Condition        Report By
 AW5758  HISTORY     - 1933     MONUMENTED       CGS
 AW5758  HISTORY     - 1935     GOOD             CGS
 AW5758  HISTORY     - 1947     GOOD             CGS
 AW5758  HISTORY     - 1960     GOOD             CGS
 AW5758
 AW5758                          STATION DESCRIPTION
 AW5758
 AW5758'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5758'STATION IS AT THE E END OF EAST BAY, ON A TRIANGULAR-SHAPED
 AW5758'ISLAND, AT THE MOUTH OF EAST BAY BAYOU, 51 METERS S OF LEFT
 AW5758'BANK (S) OF EAST BAY BAYOU, 50 METERS E OF E SHORE (GRASS
 AW5758'LINE) OF EAST BAY, AND 890 METERS E OF THE HILDERBRANT HOUSE.
 AW5758'
 AW5758'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW5758'HEIGHT OF LIGHT ABOVE STATION - 1.2 METERS.
 AW5758'
 AW5758'NO REFERENCE MARKS WERE SET.
 AW5758
 AW5758                          STATION RECOVERY (1935)
 AW5758
 AW5758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RFL)
 AW5758'RECOVERED AS DESCRIBED.
 AW5758'
 AW5758'STATION IS ABOUT 4-1/2 MILES W OF HIGH ISLAND, ON A
 AW5758'TRIANGULAR-SHAPED ISLAND AT THE MOUTH OF EAST BAY BAYOU, 51
 AW5758'METERS S OF LEFT BANK OF EAST BAY BAYOU, 50 METERS E OF
 AW5758'SHORE (GRASS LINE) OF EAST BAY, AND APPROXIMATELY 250 METERS
 AW5758'N OF N BANK OF CANAL.  IT IS 890 METERS E OF THE HILDEBRANT
 AW5758'HOUSE AND APPROXIMATELY 300 METERS E OF A NEW WHITE HOUSE.
 AW5758'
 AW5758'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW5758'NO REFERENCE MARKS WERE SET.
 AW5758'
 AW5758'A 30-FOOT SIGNAL WAS ERECTED AT THIS STATION.
 AW5758
 AW5758                          STATION RECOVERY (1947)
 AW5758
 AW5758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5758'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION, EXCEPT
 AW5758'THAT THERE IS NO HOUSE 300 METERS W OF THE STATION, BUT
 AW5758'THERE IS A SMALL SHACK 100 METERS N ON THE BANK OF THE BAYOU.
 AW5758
 AW5758                          STATION RECOVERY (1960)
 AW5758
 AW5758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5758'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AW5758'FOLLOWS.  STATION IS LOCATED ABOUT 4.5 MILES WEST OF HIGH
 AW5758'ISLAND, ABOUT 3 MILES NORTHEAST OF GILCHRIST, AT THE EAST
 AW5758'END OF EAST BAY, ON A TRIANGULAR SHAPED ISLAND FORMED BY
 AW5758'EAST BAY, EAST BAY BAYOU AND THE INTRACOASTAL WATERWAY.
 AW5758'STATION IS ON NORTHWEST CORNER OF THE ISLAND, 162.0 FEET
 AW5758'WEST OF THE NORTHWEST CORNER OF A SMALL POND, 100.0 FEET
 AW5758'EAST OF THE SHORELINE AND 1.5 FEET NORTH OF A WITNESS POST.
 AW5758'A STANDARD DISK STAMPED BRANT 1933 IN TOP OF A CONCRETE
 AW5758'MONUMENT FLUSH WITH THE MARSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0293 ***********************************************************************
 AH0293  DESIGNATION -  BRASS PLATE 1
 AH0293  PID         -  AH0293
 AH0293  STATE/COUNTY-  TX/NUECES
 AH0293  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0293
 AH0293                         *CURRENT SURVEY CONTROL
 AH0293  ___________________________________________________________________
 AH0293* NAD 83(1986)-  27 49 08.     (N)    097 25 03.     (W)     SCALED    
 AH0293* NAVD 88     -         2.879  (meters)       9.45   (feet)  ADJUSTED  
 AH0293  ___________________________________________________________________
 AH0293  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0293  DYNAMIC HT  -           2.875 (meters)       9.43  (feet)  COMP
 AH0293  MODELED GRAV-     979,128.9   (mgal)                       NAVD 88
 AH0293
 AH0293  VERT ORDER  -  FIRST     CLASS II
 AH0293
 AH0293.The horizontal coordinates were scaled from a topographic map and have
 AH0293.an estimated accuracy of +/- 6 seconds.
 AH0293
 AH0293.The orthometric height was determined by differential leveling
 AH0293.and adjusted by the National Geodetic Survey in June 1991..
 AH0293
 AH0293.The geoid height was determined by GEOID03.
 AH0293
 AH0293.The dynamic height is computed by dividing the NAVD 88
 AH0293.geopotential number by the normal gravity value computed on the
 AH0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0293.degrees latitude (g = 980.6199 gals.).
 AH0293
 AH0293.The modeled gravity was interpolated from observed gravity values.
 AH0293
 AH0293;                    North         East    Units  Estimated Accuracy
 AH0293;SPC TX S     - 5,238,910.      406,650.      MT  (+/- 180 meters Scaled)
 AH0293
 AH0293                          SUPERSEDED SURVEY CONTROL
 AH0293
 AH0293  NGVD 29 (??/??/92)    3.069  (m)           10.07   (f) ADJ UNCH    1 2
 AH0293
 AH0293.Superseded values are not recommended for survey control.
 AH0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0293.See file dsdata.txt to determine how the superseded data were derived.
 AH0293
 AH0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR558781(NAD 83)
 AH0293_MARKER: Z = SEE DESCRIPTION
 AH0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0293_SP_SET: FOOTING
 AH0293_STAMPING: NO 1
 AH0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0293
 AH0293  HISTORY     - Date     Condition        Report By
 AH0293  HISTORY     - UNK      MONUMENTED       LOCENG
 AH0293  HISTORY     - 1959     GOOD             NGS
 AH0293  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0293
 AH0293                          STATION DESCRIPTION
 AH0293
 AH0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0293'1.6 MI W FROM CORPUS CHRISTI.
 AH0293'ABOUT 1.6 MILES WEST ALONG NAVIGATION BOULEVARD FROM THE FIRST SET OF
 AH0293'PIERS NORTH OF THE CORPUS CHRISTI SHIP CHANNEL OF THE HIGH BRIDGE, AT
 AH0293'THE HALLIBURTON PORTLAND CEMENT COMPANY, 365 FEET NORTH OF BENCH MARK
 AH0293'CHISELED +, 255 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE SMOKE
 AH0293'STACK, 48 FEET WEST OF THE WEST RAIL OF A SPUR RAILROAD TRACK, 160
 AH0293'FEET SOUTH OF THE NORTH END OF THE EAST SIDE OF AN OVERHEAD CRANE
 AH0293'TRACK, 22 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARGE SLIP, IN
 AH0293'THE TOP OF THE CONCRETE FOOTING FOR THE LEGS SUPPORTING THE CRANE
 AH0293'TRACK, 1 FOOT NORTHWEST OF THE WEST LEG OF THE 9TH SET OF STEEL LEGS,
 AH0293'AND ABOUT LEVEL WITH THE SPUR TRACK.
 AH0293
 AH0293                          STATION RECOVERY (1989)
 AH0293
 AH0293'RECOVERY NOTE BY US POWER SQUADRON 1989 (BK)
 AH0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0289 ***********************************************************************
 AH0289  DESIGNATION -  BRASS PLATE 2
 AH0289  PID         -  AH0289
 AH0289  STATE/COUNTY-  TX/NUECES
 AH0289  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0289
 AH0289                         *CURRENT SURVEY CONTROL
 AH0289  ___________________________________________________________________
 AH0289* NAD 83(1986)-  27 49 02.     (N)    097 25 05.     (W)     SCALED    
 AH0289* NAVD 88     -         3.050  (meters)      10.01   (feet)  ADJUSTED  
 AH0289  ___________________________________________________________________
 AH0289  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH0289  DYNAMIC HT  -           3.046 (meters)       9.99  (feet)  COMP
 AH0289  MODELED GRAV-     979,128.9   (mgal)                       NAVD 88
 AH0289
 AH0289  VERT ORDER  -  FIRST     CLASS II
 AH0289
 AH0289.The horizontal coordinates were scaled from a topographic map and have
 AH0289.an estimated accuracy of +/- 6 seconds.
 AH0289
 AH0289.The orthometric height was determined by differential leveling
 AH0289.and adjusted by the National Geodetic Survey in June 1991..
 AH0289
 AH0289.The geoid height was determined by GEOID03.
 AH0289
 AH0289.The dynamic height is computed by dividing the NAVD 88
 AH0289.geopotential number by the normal gravity value computed on the
 AH0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0289.degrees latitude (g = 980.6199 gals.).
 AH0289
 AH0289.The modeled gravity was interpolated from observed gravity values.
 AH0289
 AH0289;                    North         East    Units  Estimated Accuracy
 AH0289;SPC TX S     - 5,238,730.      406,600.      MT  (+/- 180 meters Scaled)
 AH0289
 AH0289                          SUPERSEDED SURVEY CONTROL
 AH0289
 AH0289  NGVD 29 (??/??/92)    3.240  (m)           10.63   (f) ADJ UNCH    1 2
 AH0289
 AH0289.Superseded values are not recommended for survey control.
 AH0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0289.See file dsdata.txt to determine how the superseded data were derived.
 AH0289
 AH0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR558779(NAD 83)
 AH0289_MARKER: DD = SURVEY DISK
 AH0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0289_SP_SET: FOOTING
 AH0289_STAMPING: NO 2
 AH0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0289
 AH0289  HISTORY     - Date     Condition        Report By
 AH0289  HISTORY     - UNK      MONUMENTED       LOCENG
 AH0289  HISTORY     - 1959     GOOD             NGS
 AH0289  HISTORY     - 1989     POOR             USPSQD
 AH0289
 AH0289                          STATION DESCRIPTION
 AH0289
 AH0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0289'1.6 MI W FROM CORPUS CHRISTI.
 AH0289'ABOUT 1.6 MILES WEST ALONG NAVIGATION BOULEVARD FROM THE FIRST SET OF
 AH0289'PIERS NORTH OF THE CORPUS CHRISTI SHIP CHANNEL OF THE HIGH BRIDGE, AT
 AH0289'THE HALLIBURTON PORTLAND CEMENT COMPANY PLANT, 50 FEET SOUTH OF
 AH0289'NAVIGATION BOULEVARD, 99 FEET NORTH OF THE NORTH SIDE OF CEMENT SILO
 AH0289'NO. 3, 13 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, 16 FEET
 AH0289'NORTHWEST OF A SWITCH STAND, ON THE TOP OF THE SOUTHEAST CORNER OF THE
 AH0289'SOUTHEAST CONCRETE FOOTING OF THE SOUTHEAST LEG OF A STEEL TOWER
 AH0289'SUPPORTING AN OVERHEAD PIPE LINE, AND ABOUT LEVEL WITH THE BOULEVARD.
 AH0289
 AH0289                          STATION RECOVERY (1989)
 AH0289
 AH0289'RECOVERY NOTE BY US POWER SQUADRON 1989 (BK)
 AH0289'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0719 ***********************************************************************
 BN0719  DESIGNATION -  BRATTON
 BN0719  PID         -  BN0719
 BN0719  STATE/COUNTY-  TX/MCCULLOCH
 BN0719  USGS QUAD   -  SPICE ROCK (1979)
 BN0719
 BN0719                         *CURRENT SURVEY CONTROL
 BN0719  ___________________________________________________________________
 BN0719* NAD 83(1993)-  30 57 22.54863(N)    099 10 18.95185(W)     ADJUSTED  
 BN0719* NAVD 88     -       509.4    (meters)    1671.     (feet)  VERTCON   
 BN0719  ___________________________________________________________________
 BN0719  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BN0719  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 BN0719
 BN0719  HORZ ORDER  -  FIRST
 BN0719
 BN0719.The horizontal coordinates were established by classical geodetic methods
 BN0719.and adjusted by the National Geodetic Survey in February 1996..
 BN0719
 BN0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0719
 BN0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0719
 BN0719.The geoid height was determined by GEOID03.
 BN0719
 BN0719;                    North         East     Units Scale Factor Converg.
 BN0719;SPC TX C     - 3,143,537.352   810,954.354   MT  0.99988205   +0 35 53.5
 BN0719;SPC TX C     -10,313,422.13  2,660,606.08   sFT  0.99988205   +0 35 53.5
 BN0719;UTM  14      - 3,424,767.522   483,578.920   MT  0.99960333   -0 05 18.4
 BN0719
 BN0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0719!SPC TX C     -   0.99992364  x   0.99988205  =   0.99980570
 BN0719!UTM  14      -   0.99992364  x   0.99960333  =   0.99952700
 BN0719
 BN0719|---------------------------------------------------------------------|
 BN0719| PID    Reference Object                     Distance      Geod. Az  |
 BN0719|                                                           dddmmss.s |
 BN0719| CV4347 BRATTON RM 1                         28.295 METERS 01608     |
 BN0719| CV4348 BRATTON RM 2                         35.146 METERS 10616     |
 BN0719| CV4346 BRATTON AZ MK                                      2532810.5 |
 BN0719|---------------------------------------------------------------------|
 BN0719
 BN0719                          SUPERSEDED SURVEY CONTROL
 BN0719
 BN0719  NAD 83(1986)-  30 57 22.55769(N)    099 10 18.93740(W) AD(       ) 1
 BN0719  NAD 27      -  30 57 21.94013(N)    099 10 17.74931(W) AD(       ) 1
 BN0719  NGVD 29 (07/19/86)  509.3    (m)         1671.     (f) VERT ANG       
 BN0719
 BN0719.Superseded values are not recommended for survey control.
 BN0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0719.See file dsdata.txt to determine how the superseded data were derived.
 BN0719
 BN0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV8357924768(NAD 83)
 BN0719_MARKER: DS = TRIANGULATION STATION DISK
 BN0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0719_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0719
 BN0719  HISTORY     - Date     Condition        Report By
 BN0719  HISTORY     - 1967     MONUMENTED       CGS
 BN0719
 BN0719                          STATION DESCRIPTION
 BN0719
 BN0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0719'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF BRADY,
 BN0719'15 MILES NORTH-NORTHEAST OF MASON, 4 MILES SOUTH OF VOCA AND ON
 BN0719'PROPERTY OWNED BY MR. VAN BRATTON.
 BN0719'
 BN0719'TO REACH THE STATION FROM THE POST OFFICE IN VOCA, GO WEST AND
 BN0719'SOUTH ON RANCH ROAD 1851 FOR 0.6 MILE TO STATE
 BN0719'HIGHWAY 71.  CONTINUE SOUTH ON RANCH ROAD 1851 FOR 4.1 MILES
 BN0719'TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH GATE AND GO
 BN0719'EASTERLY ON FIELD ROAD FOR 0.45 MILE TO A FORK.  KEEP RIGHT FORK
 BN0719'AND CONTINUE EASTERLY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 BN0719'LEFT.  CONTINUE EASTERLY FOR 0.35 MILE TO A FORK.  TAKE LEFT
 BN0719'FORK AND GO NORTHWEST FOR 0.1 MILE.  BEAR RIGHT AND GO ACROSS
 BN0719'FIELD FOR 0.05 MILE TO THE STATION.
 BN0719'
 BN0719'THE STATION MARK IS A STANDARD DISK, STAMPED BRATTON 1967, SET
 BN0719'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BN0719'5-INCHES.  IT IS 109 FEET EAST OF THE CENTER OF A FIELD ROAD AND
 BN0719'5.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 BN0719'ATTACHED.
 BN0719'
 BN0719'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRATTON NO 1 1967,
 BN0719'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 170 FEET
 BN0719'EAST OF THE CENTER OF THE FIELD ROAD AND 88.3 FEET NORTH OF THE
 BN0719'METAL WITNESS POST.
 BN0719'
 BN0719'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRATTON NO 2 1967,
 BN0719'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 184 FEET
 BN0719'EAST OF THE CENTER OF THE FIELD ROAD AND 113 FEET EAST OF THE
 BN0719'METAL WITNESS POST.
 BN0719'
 BN0719'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRATTON 1967, SET
 BN0719'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BN0719'3-INCHES.  IT IS 151 FEET SOUTH-SOUTHEAST OF A 30-INCH OAK TREE,
 BN0719'66 FEET NORTH OF THE CENTER OF A FIELD ROAD AND 2.8 FEET NORTH OF
 BN0719'A METAL WITNESS POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2092 ***********************************************************************
 AY2092  PACS        -  This is a Primary Airport Control Station.
 AY2092  DESIGNATION -  BRAUNPORT
 AY2092  PID         -  AY2092
 AY2092  STATE/COUNTY-  TX/GUADALUPE
 AY2092  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY2092
 AY2092                         *CURRENT SURVEY CONTROL
 AY2092  ___________________________________________________________________
 AY2092* NAD 83(1993)-  29 42 33.94789(N)    098 02 34.50126(W)     ADJUSTED  
 AY2092* NAVD 88     -       196.30   (meters)     644.0    (feet)  GPS OBS   
 AY2092  ___________________________________________________________________
 AY2092  X           -    -775,749.108 (meters)                     COMP
 AY2092  Y           -  -5,489,901.007 (meters)                     COMP
 AY2092  Z           -   3,142,523.031 (meters)                     COMP
 AY2092  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AY2092  ELLIP HEIGHT-         170.34  (meters)          (10/24/00) GPS OBS
 AY2092  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AY2092
 AY2092  HORZ ORDER  -  B
 AY2092  ELLP ORDER  -  FOURTH    CLASS II
 AY2092
 AY2092.This mark is at New Braunfels Muni (3R5) Airport (3R5)
 AY2092
 AY2092.The horizontal coordinates were established by GPS observations
 AY2092.and adjusted by the National Geodetic Survey in February 1996..
 AY2092
 AY2092.The orthometric height was determined by GPS observations and a
 AY2092.high-resolution geoid model.
 AY2092
 AY2092.GPS derived orthometric heights for airport stations designated as
 AY2092.PACS or SACS are published to 2 decimal places.  This maintains
 AY2092.centimeter relative accuracy between the PACS and SACS.  It does
 AY2092.not indicate centimeter accuracy relative to other marks which are
 AY2092.part of the NAVD 88 network.
 AY2092
 AY2092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY2092
 AY2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2092
 AY2092.The ellipsoidal height was determined by GPS observations
 AY2092.and is referenced to NAD 83.
 AY2092
 AY2092.The geoid height was determined by GEOID03.
 AY2092
 AY2092;                    North         East     Units Scale Factor Converg.
 AY2092;SPC TXSC     - 4,208,301.296   692,601.486   MT  0.99988453   +0 28 08.0
 AY2092;SPC TXSC     -13,806,735.17  2,272,310.04   sFT  0.99988453   +0 28 08.0
 AY2092;UTM  14      - 3,286,971.784   592,578.375   MT  0.99970575   +0 28 27.7
 AY2092
 AY2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2092!SPC TXSC     -   0.99997325  x   0.99988453  =   0.99985778
 AY2092!UTM  14      -   0.99997325  x   0.99970575  =   0.99967901
 AY2092
 AY2092:                Primary Azimuth Mark                     Grid Az
 AY2092:SPC TXSC     -  3R5 A                                    132 11 04.9
 AY2092:UTM  14      -  3R5 A                                    132 10 45.2
 AY2092
 AY2092|---------------------------------------------------------------------|
 AY2092| PID    Reference Object                     Distance      Geod. Az  |
 AY2092|                                                           dddmmss.s |
 AY2092| AB3888 3R5 A                               APPROX. 0.5 KM 1323912.9 |
 AY2092| AY2093 BRAUNPORT AZ MK                     APPROX. 1.0 KM 1343717.6 |
 AY2092|---------------------------------------------------------------------|
 AY2092
 AY2092                          SUPERSEDED SURVEY CONTROL
 AY2092
 AY2092  ELLIP H (02/20/96)  170.50   (m)                       GP(       ) 1 1
 AY2092  NAD 83(1993)-  29 42 33.94480(N)    098 02 34.50136(W) AD(       ) 3
 AY2092  ELLIP H (02/16/96)  170.62   (m)                       GP(       ) 5 1
 AY2092  NAD 83(1986)-  29 42 33.95203(N)    098 02 34.49288(W) AD(       ) 3
 AY2092  NAD 27      -  29 42 33.14843(N)    098 02 33.42446(W) AD(       ) 3
 AY2092  NGVD 29 (12/08/88)  196.3    (m)          644.     (f) GPS OBS        
 AY2092
 AY2092.Superseded values are not recommended for survey control.
 AY2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2092.See file dsdata.txt to determine how the superseded data were derived.
 AY2092
 AY2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT9257886972(NAD 83)
 AY2092_MARKER: I = METAL ROD
 AY2092_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY2092_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY2092_STAMPING: BRAUNPORT 1988
 AY2092_MARK LOGO: NGS   
 AY2092_PROJECTION: FLUSH
 AY2092_MAGNETIC: I = MARKER IS A STEEL ROD
 AY2092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY2092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2092+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1997
 AY2092_ROD/PIPE-DEPTH: 7.28 meters
 AY2092_SLEEVE-DEPTH  : 0.76 meters
 AY2092
 AY2092  HISTORY     - Date     Condition        Report By
 AY2092  HISTORY     - 1988     MONUMENTED       NGS
 AY2092  HISTORY     - 19881201 GOOD             NGS
 AY2092  HISTORY     - 19890111 GOOD
 AY2092  HISTORY     - 19950131 GOOD             NGS
 AY2092  HISTORY     - 19970414 GOOD             NGS
 AY2092  HISTORY     - 19990925 GOOD             USPSQD
 AY2092
 AY2092                          STATION DESCRIPTION
 AY2092
 AY2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AY2092'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST OF NEW BRAUNFELS, 1.3
 AY2092'KM (0.80 MI) SOUTHEAST OF THE COMAL-GUADALUPE COUNTY LINE, AT THE NEW
 AY2092'BRAUNFELS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF NEW BRAUNFELS, P.O.
 AY2092'BOX 1109, NEW BRAUNFELS TX 78130.  THE AIRPORT MANAGER IS THE CITY
 AY2092'MANAGER.  TELEPHONE NUMBER 512-624-3425.  PERMISSION BY WILLIAM J.
 AY2092'DOBROWOLSKI P.E. (CITY ENGINEER).  TELEPHONE NUMBER 512-625-3425 OR
 AY2092'7633.
 AY2092'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AY2092'STATE HIGHWAY 46 AND LOOP 337 (EXIT 189), ON THE EAST SIDE OF NEW
 AY2092'BRAUNFELS.  GO SOUTHEAST ON STATE HIGHWAY 46 FOR 4.38 KM (2.70 MI) TO
 AY2092'FARM ROAD 758 ON THE LEFT, IN CLEAR SPRINGS.  TURN LEFT ON FARM ROAD
 AY2092'758 FOR 4.39 KM (2.75 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 AY2092'NORTHWEST ON AIRPORT ROAD FOR 0.38 KM (0.25 MI) TO A FORK IN THE
 AY2092'ROAD.  BEAR LEFT AT THE FORK AND GO SOUTHWEST FOR 0.15 KM (0.10 MI)
 AY2092'TO THE END OF THE ROAD AND AN OFFICE AND A GATE, ON THE RIGHT.  TURN
 AY2092'RIGHT, PASSING THROUGH THE GATE, THEN RIGHT ACROSS THE TARMAC FOR 0.4
 AY2092'KM (0.25 MI) TO THE RAMP LEADING TO RUNWAY END 17 AND THE STATION ON
 AY2092'THE LEFT, AT THE JUNCTION OF THE RAMP AND THE RUNWAY.
 AY2092'THE STATION IS SET 48.0 M (157.5 FT) NORTHEAST OF THE CENTERLINE OF
 AY2092'RUNWAY 13-31, 17.1 M (56.1 FT) OF THE CENTERLINE OF THE RAMP, AT THE
 AY2092'HOLD BARS AND 8.4 M (27.6 FT) EAST OF A TAXIWAY LIGHT.
 AY2092'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AY2092'DESCRIBED BY G.R.H.
 AY2092
 AY2092                          STATION RECOVERY (1988)
 AY2092
 AY2092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AY2092'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST OF NEW BRAUNFELS, 1.3
 AY2092'KM (0.80 MI) SOUTHEAST OF THE COMAL-GUADALUPE COUNTY LINE, AT THE NEW
 AY2092'BRAUNFELS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF NEW BRAUNFELS, P.O.
 AY2092'BOX 1109, NEW BRAUNFELS, TEXAS 78130.  THE AIRPORT MANAGER IS THE CITY
 AY2092'MANAGER, TELEPHONE 512-624-3425.  PERMISSION BY WILLIAM J. DOBROWOLSKI
 AY2092'III (CITY ENGINEER), TELEPHONE 512-625-3425 OR 7633.
 AY2092'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35, STATE
 AY2092'HIGHWAY 46, AND LOOP 337 (EXIT 189) NEAR THE EAST EDGE OF NEW
 AY2092'BRAUNFELS, GO SOUTHEAST ON STATE HIGHWAY 46 FOR 4.38 KM (2.70 MI) TO
 AY2092'FARM ROAD 758 IN CLEAR SPRINGS.  TURN LEFT AND GO NORTHEAST ON FARM
 AY2092'ROAD 758 FOR 4.39 KM (2.75 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 AY2092'NORTHWEST ON AIRPORT ROAD FOR 0.38 KM (0.25 MI) TO A FORK IN THE ROAD.
 AY2092'BEAR LEFT AND GO SOUTHWEST FOR 0.15 KM (0.10 MI) TO THE END OF THE
 AY2092'ROAD, THE AIRPORT OFFICE, AND A GATE ON THE RIGHT.  TURN RIGHT,
 AY2092'PASSING THROUGH THE GATE, AND BEAR RIGHT ACROSS THE TARMAC FOR 0.6 KM
 AY2092'(0.35 MI) TO A RAMP LEADING TO RUNWAY END 17, THE CROSSING RUNWAY
 AY2092'13-31, AND THE STATION ON THE LEFT.
 AY2092'THE STATION IS 48.0 M (157.5 FT) NORTHEAST OF THE CENTERLINE OF RUNWAY
 AY2092'13-31, 17.1 M (56.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE RAMP
 AY2092'AT THE HOLD BARS, 8.5 M (27.9 FT) EAST OF A TAXIWAY LIGHT, AND 0.3 M
 AY2092'(1.0 FT) NORTHEAST OF A WITNESS POST.
 AY2092'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AY2092'DESCRIBED BY V.L. FERNANDES.
 AY2092
 AY2092                          STATION RECOVERY (1989)
 AY2092
 AY2092'RECOVERED 1989
 AY2092'RECOVERED IN GOOD CONDITION.
 AY2092
 AY2092                          STATION RECOVERY (1995)
 AY2092
 AY2092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AY2092'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) EAST OF NEW BRAUNFELS,
 AY2092'1.3 KM (0.80 MI) SOUTHEAST OF THE COMAL-GUADALUPE COUNTY LINE, AT THE
 AY2092'NEW BRAUNFELS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF NEW BRAUNFELS,
 AY2092'P.O.  BOX 1109, NEW BRAUNFELS, TEXAS 78130, PHONE (512) 625-3425 OR
 AY2092'7633.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 AY2092'35, STATE HIGHWAY 46 AND LOOP 337 NEAR THE EAST EDGE OF NEW BRAUNFELS,
 AY2092'GO SOUTHEAST ON STATE HIGHWAY 46 FOR 4.38 KM (2.70 MI) TO FARM ROAD
 AY2092'758 IN CLEAR SPRINGS.  TURN LEFT AND GO NORTHEAST ON FARM 758 FOR 4.39
 AY2092'KM (2.70 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON
 AY2092'AIRPORT ROAD FOR 0.38 KM (0.25 MI) TO A FORK IN THE ROAD.  BEAR LEFT
 AY2092'AND GO SOUTHWEST FOR 0.15 KM (0.10 MI) TO THE END OF THE ROAD AND THE
 AY2092'AIRPORT OFFICE, AND A GATE ON THE RIGHT.  TURN RIGHT PASSING THRU THE
 AY2092'GATE AND BEAR RIGHT ACROSS THE APRON FOR 0.6 KM (0.35 MI) TO A TAXIWAY
 AY2092'ON THE LEFT LEADING TO THE RUNWAY AND THE STATION ON THE LEFT.  THE
 AY2092'STATION IS LOCATED 48.0 M (157.5 FT) NORTHEAST OF THE CENTERLINE OF
 AY2092'RUNWAY 13-31, 17.1 M (56.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AY2092'THE TAXIWAY AT THE HOLD BAR, 8.5 M (27.9 FT) EAST OF A TAXIWAY LIGHT.
 AY2092
 AY2092                          STATION RECOVERY (1997)
 AY2092
 AY2092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KLF)
 AY2092'RECOVERED AS DESCRIBED.
 AY2092
 AY2092                          STATION RECOVERY (1999)
 AY2092
 AY2092'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY2092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2093 ***********************************************************************
 AY2093  SACS        -  This is a Secondary Airport Control Station.
 AY2093  DESIGNATION -  BRAUNPORT AZ MK
 AY2093  PID         -  AY2093
 AY2093  STATE/COUNTY-  TX/GUADALUPE
 AY2093  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY2093
 AY2093                         *CURRENT SURVEY CONTROL
 AY2093  ___________________________________________________________________
 AY2093* NAD 83(1993)-  29 42 10.48409(N)    098 02 07.26824(W)     ADJUSTED  
 AY2093* NAVD 88     -       195.83   (meters)     642.5    (feet)  GPS OBS   
 AY2093  ___________________________________________________________________
 AY2093  X           -    -775,074.261 (meters)                     COMP
 AY2093  Y           -  -5,490,357.477 (meters)                     COMP
 AY2093  Z           -   3,141,895.247 (meters)                     COMP
 AY2093  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AY2093  ELLIP HEIGHT-         169.85  (meters)          (09/21/01) GPS OBS
 AY2093  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AY2093
 AY2093  HORZ ORDER  -  FIRST
 AY2093  ELLP ORDER  -  SECOND    CLASS II
 AY2093
 AY2093.This mark is at New Braunfels Muni (3R5) Airport (3R5)
 AY2093
 AY2093.The horizontal coordinates were established by GPS observations
 AY2093.and adjusted by the National Geodetic Survey in June 1996..
 AY2093
 AY2093.The orthometric height was determined by GPS observations and a
 AY2093.high-resolution geoid model.
 AY2093
 AY2093.GPS derived orthometric heights for airport stations designated as
 AY2093.PACS or SACS are published to 2 decimal places.  This maintains
 AY2093.centimeter relative accuracy between the PACS and SACS.  It does
 AY2093.not indicate centimeter accuracy relative to other marks which are
 AY2093.part of the NAVD 88 network.
 AY2093
 AY2093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY2093
 AY2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2093
 AY2093.The ellipsoidal height was determined by GPS observations
 AY2093.and is referenced to NAD 83.
 AY2093
 AY2093.The geoid height was determined by GEOID03.
 AY2093
 AY2093;                    North         East     Units Scale Factor Converg.
 AY2093;SPC TXSC     - 4,207,584.944   693,339.345   MT  0.99988380   +0 28 21.3
 AY2093;SPC TXSC     -13,804,384.94  2,274,730.83   sFT  0.99988380   +0 28 21.3
 AY2093;UTM  14      - 3,286,255.629   593,316.171   MT  0.99970744   +0 28 40.9
 AY2093
 AY2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2093!SPC TXSC     -   0.99997332  x   0.99988380  =   0.99985713
 AY2093!UTM  14      -   0.99997332  x   0.99970744  =   0.99968077
 AY2093
 AY2093:                Primary Azimuth Mark                     Grid Az
 AY2093:SPC TXSC     -  BRAUNPORT                                314 09 09.8
 AY2093:UTM  14      -  BRAUNPORT                                314 08 50.2
 AY2093
 AY2093|---------------------------------------------------------------------|
 AY2093| PID    Reference Object                     Distance      Geod. Az  |
 AY2093|                                                           dddmmss.s |
 AY2093| AY2092 BRAUNPORT                           APPROX. 1.0 KM 3143731.1 |
 AY2093|---------------------------------------------------------------------|
 AY2093
 AY2093                          SUPERSEDED SURVEY CONTROL
 AY2093
 AY2093  ELLIP H (06/13/96)  170.01   (m)                       GP(       ) 2 2
 AY2093  NAD 83(1993)-  29 42 10.48085(N)    098 02 07.26768(W) AD(       ) 3
 AY2093  ELLIP H (02/16/96)  170.13   (m)                       GP(       ) 5 1
 AY2093  NAD 83(1986)-  29 42 10.48807(N)    098 02 07.25919(W) AD(       ) 3
 AY2093  NAD 27      -  29 42 09.68368(N)    098 02 06.19165(W) AD(       ) 3
 AY2093  NGVD 29 (12/08/88)  195.8    (m)          642.     (f) GPS OBS        
 AY2093
 AY2093.Superseded values are not recommended for survey control.
 AY2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2093.See file dsdata.txt to determine how the superseded data were derived.
 AY2093
 AY2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT9331686256(NAD 83)
 AY2093_MARKER: I = METAL ROD
 AY2093_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY2093_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY2093_STAMPING: BRAUNPORT AZ MK
 AY2093_MARK LOGO: NGS   
 AY2093_PROJECTION: FLUSH
 AY2093_MAGNETIC: I = MARKER IS A STEEL ROD
 AY2093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2093+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 AY2093_ROD/PIPE-DEPTH: 7.16 meters
 AY2093_SLEEVE-DEPTH  : 1.0 meters
 AY2093
 AY2093  HISTORY     - Date     Condition        Report By
 AY2093  HISTORY     - 1988     MONUMENTED       NGS
 AY2093  HISTORY     - 19950131 GOOD             NGS
 AY2093  HISTORY     - 19970307 GOOD             NGS
 AY2093  HISTORY     - 19990925 GOOD             USPSQD
 AY2093
 AY2093                          STATION DESCRIPTION
 AY2093
 AY2093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AY2093'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST OF NEW BRAUNFELS, 1.3
 AY2093'KM (0.80 MI) SOUTHEAST OF THE COMAL-GUADALUPE COUNTY LINE, AT THE NEW
 AY2093'BRAUNFELS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF NEW BRAUNFELS, P.O.
 AY2093'BOX 1109, NEW BRAUNFELS TX 78130.  THE AIRPORT MANAGER IS THE CITY
 AY2093'MANAGER.  TELEPHONE NUMBER 512-624-3425.  PERMISSION BY WILLIAM J.
 AY2093'DOBROWOLSKI P.E. (CITY ENGINEER).  TELEPHONE NUMBER 512-625-3425 OR
 AY2093'7633.
 AY2093'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AY2093'STATE HIGHWAY 46 AND LOOP 337 (EXIT 189), ON THE EAST SIDE OF NEW
 AY2093'BRAUNFELS.  GO SOUTHEAST ON STATE HIGHWAY 46 FOR 4.38 KM (2.70 MI) TO
 AY2093'FARM ROAD 758 ON THE LEFT, IN CLEAR SPRINGS.  TURN LEFT ON FARM ROAD
 AY2093'758 FOR 4.39 KM (2.75 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 AY2093'NORTHWEST ON AIRPORT ROAD FOR 0.38 KM (0.25 MI) TO A FORK IN THE
 AY2093'ROAD.  BEAR LEFT AT THE FORK AND GO SOUTHWEST FOR 0.15 KM (0.10 MI)
 AY2093'TO THE END OF THE ROAD AND AN OFFICE AND A GATE, ON THE RIGHT.  TURN
 AY2093'RIGHT, PASSING THROUGH THE GATE, THEN BEAR LEFT TO THE TARMAC.  GO
 AY2093'ACROSS THE TARMAC TO A RAMP LEADING TO THE JUNCTION OF RUNWAYS 13-31
 AY2093'AND 22-4 AND THE STATION ON THE LEFT, AT THE HOLD BARS.
 AY2093'THE MARK IS SET 35.2 M (115.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 AY2093'RUNWAY 22-4, 19.4 M (63.6 FT) EAST OF THE CENTERLINE OF THE
 AY2093'CONNECTOR, 9.4 M (30.8 FT) SOUTHEAST OF A TAXIWAY LIGHT, AT THE HOLD
 AY2093'BARS AND 6.0 M (19.7 FT) NORTH-NORTHEAST OF THE CURVED PAVEMENT EDGE.
 AY2093'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AY2093'DESCRIBED BY R.D.B.
 AY2093
 AY2093                          STATION RECOVERY (1995)
 AY2093
 AY2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AY2093'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) EAST OF NEW BRAUNFELS,
 AY2093'1.3 KM (0.80 MI) SOUTHEAST OF THE COMAL-GUADALUPE COUNTY LINE, AT THE
 AY2093'NEW BRAUNFELS MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF NEW BRAUNFELS,
 AY2093'P.O.  BOX 1109, NEW BRAUNFELS, TEXAS 78130, PHONE (512) 625-3425 OR
 AY2093'7633.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 AY2093'35, STATE HIGHWAY 46 AND LOOP 337 NEAR THE EAST EDGE OF NEW BRAUNFELS,
 AY2093'GO SOUTHEAST ON STATE HIGHWAY 46 FOR 4.38 KM (2.70 MI) TO FARM ROAD
 AY2093'758 IN CLEAR SPRINGS.  TURN LEFT AND GO NORTHEAST ON FARM 758 FOR 4.39
 AY2093'KM (2.70 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON
 AY2093'AIRPORT ROAD FOR 0.38 KM (0.25 MI) TO A FORK IN THE ROAD.  BEAR LEFT
 AY2093'AND GO SOUTHWEST FOR 0.15 KM (0.10 MI) TO THE END OF THE ROAD AND THE
 AY2093'AIRPORT OFFICE, AND A GATE ON THE RIGHT.  TURN RIGHT PASSING THRU THE
 AY2093'GATE AND BEAR LEFT SOUTHERLY ACROSS THE APRON TO THE JUNCTION OF
 AY2093'RUNWAYS 13-31, 4-22 AND THE STATION ON THE LEFT.  THE STATION IS
 AY2093'LOCATED 35.2 M (115.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF RUNWAY
 AY2093'4-22, 19.4 M (63.6 FT) EAST OF THE CENTERLINE OF THE CONNECTING
 AY2093'TAXIWAY, 9.4 M (30.8 FT) SOUTHEAST OF A TAXIWAY LIGHT AND 6.0 M (19.7
 AY2093'FT) NORTH-NORTHEAST OF THE CURVED PAVEMENT EDGE.
 AY2093
 AY2093                          STATION RECOVERY (1997)
 AY2093
 AY2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AY2093'RECOVERED AS DESCRIBED.
 AY2093
 AY2093                          STATION RECOVERY (1999)
 AY2093
 AY2093'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY2093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2307 ***********************************************************************
 AN2307  DESIGNATION -  BRAY
 AN2307  PID         -  AN2307
 AN2307  STATE/COUNTY-  TX/CALHOUN
 AN2307  USGS QUAD   -  MESQUITE BAY (1973)
 AN2307
 AN2307                         *CURRENT SURVEY CONTROL
 AN2307  ___________________________________________________________________
 AN2307* NAD 83(1993)-  28 08 20.30548(N)    096 48 07.01316(W)     ADJUSTED  
 AN2307* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2307  ___________________________________________________________________
 AN2307  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AN2307  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AN2307
 AN2307  HORZ ORDER  -  SECOND
 AN2307
 AN2307.The horizontal coordinates were established by classical geodetic methods
 AN2307.and adjusted by the National Geodetic Survey in February 1996..
 AN2307
 AN2307.The orthometric height was scaled from a topographic map.
 AN2307
 AN2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2307
 AN2307.The geoid height was determined by GEOID03.
 AN2307
 AN2307;                    North         East     Units Scale Factor Converg.
 AN2307;SPC TXSC     - 4,035,904.768   815,930.844   MT  1.00007910   +1 04 36.7
 AN2307;SPC TXSC     -13,241,130.89  2,676,933.11   sFT  1.00007910   +1 04 36.7
 AN2307;UTM  14      - 3,114,550.797   715,869.714   MT  1.00017518   +1 02 13.3
 AN2307
 AN2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2307!SPC TXSC     -   1.00000391  x   1.00007910  =   1.00008301
 AN2307!UTM  14      -   1.00000391  x   1.00017518  =   1.00017909
 AN2307
 AN2307|---------------------------------------------------------------------|
 AN2307| PID    Reference Object                     Distance      Geod. Az  |
 AN2307|                                                           dddmmss.s |
 AN2307| CV6949 BRAY RM 1                            19.850 METERS 04734     |
 AN2307| AN2308 HORNEY                              APPROX. 5.2 KM 2153341.2 |
 AN2307| CV6950 BRAY RM 2                            12.750 METERS 35506     |
 AN2307|---------------------------------------------------------------------|
 AN2307
 AN2307                          SUPERSEDED SURVEY CONTROL
 AN2307
 AN2307  NAD 83(1986)-  28 08 20.31447(N)    096 48 06.99311(W) AD(       ) 2
 AN2307  NAD 27      -  28 08 19.26900(N)    096 48 06.04000(W) AD(       ) 2
 AN2307
 AN2307.Superseded values are not recommended for survey control.
 AN2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2307.See file dsdata.txt to determine how the superseded data were derived.
 AN2307
 AN2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1587014551(NAD 83)
 AN2307_MARKER: DS = TRIANGULATION STATION DISK
 AN2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2307_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2307
 AN2307  HISTORY     - Date     Condition        Report By
 AN2307  HISTORY     - 1911     MONUMENTED       CGS
 AN2307  HISTORY     - 1934     GOOD             CGS
 AN2307  HISTORY     - 1937     GOOD             TSI
 AN2307  HISTORY     - 1954     GOOD             LOCSUR
 AN2307  HISTORY     - 1967     SEE DESCRIPTION  CGS
 AN2307  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AN2307  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2307  HISTORY     - 1977     GOOD             NGS
 AN2307
 AN2307                          STATION DESCRIPTION
 AN2307
 AN2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JCG)
 AN2307'THE STATION IS ON THE S SHORE OF BRAYS COVE, MESQUITE BAY,
 AN2307'ON THE N ARM OF THE SLIGHTLY RAISED RIDGE OF GROUND THAT
 AN2307'RUNS NE FROM THE SE CORNER OF THE COVE, AND 10 METERS BACK
 AN2307'FROM HIGH-WATER MARK.
 AN2307'
 AN2307'(OLD) NOTE 1--THE STATION IS MARKED WITH A STANDARD DISK
 AN2307'STATION MARK SET IN A CORE OF CEMENT 2 FEET IN DIAMETER
 AN2307'AND 2-1/2 FEET DEEP.  THE UNDERGROUND OR SUBSURFACE MARK IS A
 AN2307'BOTTLE OR A SPIKE ALSO SET IN CONCRETE FROM 2-1/2 TO 3-1/2
 AN2307'FEET BELOW THE SURFACE.
 AN2307'
 AN2307'(OLD) NOTE 2--SAME AS (OLD) NOTE 1, WITH THE ADDITION THAT
 AN2307'REFERENCE MARK 1 IS A BOTTLE EMBEDDED IN A CONCRETE CORE 2-1/2
 AN2307'FEET BELOW THE SURFACE, THE SURFACE MARK BEING ALSO A BOTTLE SET
 AN2307'IN A CORE OF CONCRETE ABOUT 18 INCHES IN DIAMETER.  REFERENCE
 AN2307'MARK 2 IS A STANDARD DISK REFERENCE MARK EMBEDDED IN CONCRETE
 AN2307'WITH A BOTTLE AS AN UNDERGROUND MARK ALSO SET IN A CORE OF
 AN2307'CONCRETE 2-1/2 FEET BELOW THE SUFFACE.  IN SOME CASES THE
 AN2307'UNDERGROUND MARK IS A SPIKE INSTEAD OF A BOTTLE.
 AN2307'
 AN2307'THE REFERENCE MARKS ARE DISTANT 19.81 METERS AND 12.75 METERS,
 AN2307'RESPECTIVELY, FROM STATION.
 AN2307
 AN2307                          STATION RECOVERY (1934)
 AN2307
 AN2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2307'STATION IS ABOUT 17 MILES FROM ROCKPORT, ON THE E SHORE OF
 AN2307'MESQUITE BAY.  IT IS ON A LOW RIDGE, ON THE E SHORE OF BRAY
 AN2307'COVE, 20 METERS E OF THE BAY SHORE, AND 8 METERS N OF THE N
 AN2307'SIDE OF A DRY SAND FLAT EXTENDING INLAND ABOUT 1/2 MILE.
 AN2307'
 AN2307'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2307'SMALL WHITE HOUSE (1 MILE DISTANT), 168 DEG.  OLD UNPAINTED
 AN2307'HOUSE (1 MILE DISTANT), 140 DEG.  POINT OF LAND (3/4 MILE
 AN2307'DISTANT), 285 DEG.
 AN2307
 AN2307                          STATION RECOVERY (1937)
 AN2307
 AN2307'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2307'DESCRIPTION ACCURATE.  STATION DISK HAS BEEN MUTILATED SO THAT
 AN2307'NAME OF STATION IS NOT LEGIBLE.  TOWER HAS BEEN DISMANTLED.
 AN2307
 AN2307                          STATION RECOVERY (1954)
 AN2307
 AN2307'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1954 (BDP)
 AN2307'RECOVERED BY LORAC SERV CORP
 AN2307'
 AN2307'STATION RECOVERED AS DESCRIBED.
 AN2307
 AN2307                          STATION RECOVERY (1967)
 AN2307
 AN2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CRL)
 AN2307'THE UNDERGROUND MARK RECOVERED.  DUE TO STORMS IN THE PAST,
 AN2307'THE TOP SOIL HAS BEEN WASHED AWAY UNTIL THE SUB-SURFACE MARK
 AN2307'IS NOW FLUSH WITH THE SURFACE OF THE GROUND.  THE STATION
 AN2307'MARK IS LAYING ABOUT 10 FEET NORTHWEST OF THE UNDERGROUND
 AN2307'MARK.  THE REFERENCE MARKS WERE NOT FOUND.  THE STATION IS ABOUT
 AN2307'1 MILE NORTH OF THE RANCH HEADQUARTERS ON MATAGORDA ISLAND.
 AN2307'
 AN2307'THE STATION WAS REACHED BY HELICOPTER.
 AN2307
 AN2307                          STATION RECOVERY (1968)
 AN2307
 AN2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AN2307'STATION SURFACE MARK DESTROYED.  UNDERGROUND MARK RECOVERED IN
 AN2307'GOOD CONDITION.  IT IS NOW FLUSH WITH THE SURFACE OF THE
 AN2307'GROUND.
 AN2307'
 AN2307'A DIKE HAS BEEN BUILT TO THE NORTH OF THE STATION AND THE
 AN2307'STATION CAN NOW BE DRIVEN TO.
 AN2307'
 AN2307'TO REACH THE STATION FROM THE FERRY LANDING AT THE MATAGORDA
 AN2307'ISLAND AIR BASE, PROCEED--BEAR RIGHT, AND GO 0.8 MILE ON
 AN2307'CURVING ROAD CIRCUMVENTING THE WEST END OF THE AIRFIELD.
 AN2307'TURN RIGHT, AND GO SOUTH FOR 7.8 MILES PASSING THROUGH VARIOUS
 AN2307'CATTLE GUARDS AND GATES TO THE GATE AT THE ENTRANCE TO CHARLIE
 AN2307'BOMBING RANGE.  STOP, AND USE PHONE AT THE EAST OF GATE
 AN2307'TO CALL OPERATIONS, AND GAIN PERMISSION TO CROSS BOMBING
 AN2307'RANGE.  THEN CONTINUE SOUTH FOR 8.1 MILES TO GATE AT ENTRANCE
 AN2307'TO WYNNE RANCH (ALSO CALLED STAR RANCH).  CONTINUE SOUTH
 AN2307'FOR 11.7 MILES TO JUNCTION WITH RUNWAY JUST BEFORE RANCH
 AN2307'HOUSE.  JOG RIGHT, LEFT, AND RIGHT PAST RANCH OUTBUILDINGS
 AN2307'FOR 1.5 MILES ON ROAD LEADING PAST PRIVATE BOATHOUSE AND
 AN2307'CONTINUE TO RIGHT ALONG DIKE TO STATION SITE ON LEFT.
 AN2307
 AN2307                          STATION RECOVERY (1969)
 AN2307
 AN2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2307'THE STATION SITE WAS VISITED AND THE UNDERGROUND STATION MARK
 AN2307'FOUND IN GOOD CONDITION, AND APPARENTLY IN ITS ORIGINAL POSITION.
 AN2307'THE SURFACE MARK FOUND LYING ON BEACH NEARBY.  NO TRACE OF THE
 AN2307'REFERENCE MARKS COULD BE FOUND.  THIS STATION WAS NOT REPAIRED
 AN2307'DUE TO THE DELAY OF OBTAINING PERMISSION TO CROSS A RESTRICTED
 AN2307'AREA IN ROUTE TO THE STATION.  A NEW AND COMPLETE DESCRIPTION
 AN2307'FOLLOWS--
 AN2307'
 AN2307'THE STATION IS ABOUT 16-1/2 MILES NORTHEAST OF ROCKPORT, 1-1/4
 AN2307'MILE NORTH OF THE BUILDINGS AT THE WINN RANCH, 1.4 MILES WEST OF
 AN2307'THE ARANSAS-CALHOUN COUNTY LINE, ON THE WEST SHORE OF A
 AN2307'SMALL COVE KNOWN AS BRAY COVE WHICH IS LOCATED ON THE WEST
 AN2307'SIDE OF MESQUITE BAY AND THE SOUTHWEST PART OF MATAGORDA
 AN2307'ISLAND.
 AN2307'
 AN2307'TO REACH THE STATION FROM THE AIR FORCE DOCKS AT MATAGORDA
 AN2307'ISLAND AIR FORCE BASE (TRANSPORTATION OF TRUCKS TO THE ISLAND
 AN2307'CAN BE OBTAINED FROM THE AIR FORCE AT THEIR FERRY DOCKS
 AN2307'IN PORT O CONNOR) GO SOUTH AND SOUTHWESTERLY, PASSING THE
 AN2307'SEWAGE TREATMENT PLANT ENROUTE, FOR 1.95 MILES TO HAWES
 AN2307'RANCH CAMP ON THE RIGHT.  CONTINUE SOUTHERLY ON THE MAIN
 AN2307'ROAD FOR 5.5 MILES TO THE ENTRANCE TO BRAVO BOMBING RANGE,
 AN2307'PRIOR APPROVAL TO ENTER THIS AREA IS REQUIRED FROM THE BASE
 AN2307'COMMANDER.  CONTINUE SOUTH ON THE MAIN ROAD FOR 16.75 MILES,
 AN2307'THROUGH SEVERAL GATES, TO POINT WHERE ROAD CROSSES ON
 AN2307'APPROXIMATELY NORTH-SOUTH PAVED AIR STRIP.  TURN RIGHT AND
 AN2307'GO NORTH ON RUNWAY FOR 0.2 MILE TO CROSS RUNWAY, CONTINUE
 AN2307'NORTH FOR 0.35 MILE TO CATTLE GUARD AT NORTHERLY END OF
 AN2307'RUNWAY, BEAR RIGHT AND FOLLOW ROAD NORTHEAST FOR 0.25 MILE TO
 AN2307'A FORK, TAKE THE LEFT FORK FOLLOW ROAD ON DIKE NORTH AND
 AN2307'WEST FOR 0.7 MILE TO A T-JUNCTION AT CANAL, TURN LEFT,
 AN2307'SOUTHERLY AND GO 0.05 MILE TO THE STATION ON THE RIGHT.
 AN2307'
 AN2307'THE STATION MARK IS A SQUARE GLASS BOTTLE NECK IN A SMALL
 AN2307'MASS OF CONCRETE FLUSH WITH THE SURFACE OF THE BEACH.  IT IS
 AN2307'84 FEET SOUTHEAST OF THE MHWL OF THE BAY, 83.5 FEET NORTHWEST
 AN2307'OF THE CENTER OF THE ROAD ON THE DIKE AND 2.5 FEET SOUTH
 AN2307'OF WOODEN WITNESS POST WITH SIGN.
 AN2307'
 AN2307'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16-1/2
 AN2307'MILES NORTHEAST OF ROCKPORT
 AN2307
 AN2307                          STATION RECOVERY (1977)
 AN2307
 AN2307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2307'THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION, AND APPARENTLY IN
 AN2307'ITS ORIGNAL POSITION.  THE STATION IS ON THE PROPERTY OF MR. T.L.
 AN2307'WYNNE, 4100 FIRST NATIONAL BANK BUILDING, DALLAS, TEXAS.  THE 1969
 AN2307'RECOVERY NOTE IS ADEQUATE.
 AN2307'
 AN2307'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 16-1/2
 AN2307'MILES NE OF ROCKPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7103 ***********************************************************************
 AW7103  DESIGNATION -  BRAZ
 AW7103  PID         -  AW7103
 AW7103  STATE/COUNTY-  TX/BRAZORIA
 AW7103  USGS QUAD   -  OYSTER CREEK (1974)
 AW7103
 AW7103                         *CURRENT SURVEY CONTROL
 AW7103  ___________________________________________________________________
 AW7103* NAD 83(1993)-  29 03 34.35565(N)    095 16 02.72965(W)     ADJUSTED  
 AW7103* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 AW7103  ___________________________________________________________________
 AW7103  X           -    -512,233.460 (meters)                     COMP
 AW7103  Y           -  -5,556,051.660 (meters)                     COMP
 AW7103  Z           -   3,079,659.626 (meters)                     COMP
 AW7103  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW7103  ELLIP HEIGHT-         -24.72  (meters)          (09/30/02) GPS OBS
 AW7103  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW7103
 AW7103  HORZ ORDER  -  SECOND
 AW7103  ELLP ORDER  -  FIFTH     CLASS I
 AW7103
 AW7103.The horizontal coordinates were established by GPS observations
 AW7103.and adjusted by the National Geodetic Survey in February 1996..
 AW7103
 AW7103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7103
 AW7103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7103
 AW7103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7103
 AW7103.The ellipsoidal height was determined by GPS observations
 AW7103.and is referenced to NAD 83.
 AW7103
 AW7103.The geoid height was determined by GEOID03.
 AW7103
 AW7103;                    North         East     Units Scale Factor Converg.
 AW7103;SPC TXSC     - 4,141,696.281   963,382.174   MT  0.99987472   +1 49 43.1
 AW7103;SPC TXSC     -13,588,215.22  3,160,696.35   sFT  0.99987472   +1 49 43.1
 AW7103;UTM  15      - 3,216,704.853   279,249.000   MT  1.00020138   -1 06 06.4
 AW7103
 AW7103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7103!SPC TXSC     -   1.00000388  x   0.99987472  =   0.99987860
 AW7103!UTM  15      -   1.00000388  x   1.00020138  =   1.00020526
 AW7103
 AW7103                          SUPERSEDED SURVEY CONTROL
 AW7103
 AW7103  ELLIP H (02/16/96)  -24.66   (m)                       GP(       ) 5 1
 AW7103  NAD 83(1986)-  29 03 34.36639(N)    095 16 02.70705(W) AD(       ) 2
 AW7103  NGVD 29 (12/08/93)    1.9    (m)            6.     (f) GPS OBS        
 AW7103
 AW7103.Superseded values are not recommended for survey control.
 AW7103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7103.See file dsdata.txt to determine how the superseded data were derived.
 AW7103
 AW7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7924916705(NAD 83)
 AW7103_MARKER: DD = SURVEY DISK
 AW7103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7103_SP_SET: CONCRETE POST
 AW7103_STAMPING: BRAZ 1993
 AW7103_MARK LOGO: NOS   
 AW7103_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7103+STABILITY: SURFACE MOTION
 AW7103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7103+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AW7103
 AW7103  HISTORY     - Date     Condition        Report By
 AW7103  HISTORY     - 1993     MONUMENTED       NOS
 AW7103
 AW7103                          STATION DESCRIPTION
 AW7103
 AW7103'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 AW7103'LOCATED 9 MI (14.5 KM) WSW OF SAN LUIS PASS, 9 MI (14.5 KM) ENE OF
 AW7103'LAKE JACKSON, 4.5 MI (7.2 KM) EAST OF STRATTON RIDGE AND 2.2 MI
 AW7103'(3.5 KM) SSE OF THE TOWN OF MIMS IN THE BRAZORIA NATIONAL WILDLIFE
 AW7103'REFUGE ALONG THE SOUTH BANK OF BIG SLOUGH JUST EAST OF THE
 AW7103'MAINTENANCE COMPOUND OF THE REFUGE IN OPEN PRARIE. CONTACT POINT IS
 AW7103'BRAZORIA NWR, ANGLETON, TX 409-849-7771. REACH THE STATION FROM THE
 AW7103'JUNCTION OF FARM ROADS 2004 AND 523 ON THE NORTH SIDE OF THE TOWN OF
 AW7103'BASTROP BEACH BY PROCEEDING SOUTH ON ROAD 523 FOR 5.65 MI (9.09 KM)
 AW7103'TO THE JUNCTION WITH ROAD 227 ON THE LEFT IN STRATTON RIDGE. TURN LEFT
 AW7103'ON ROAD 227 AND PROCEED NORTHEAST FOR 1.85 MI (2.98 KM) TO A GRAVEL
 AW7103'AND SHELL ROAD ON THE RIGHT.  TURN RIGHT ON THE GRAVEL AND SHELL ROAD
 AW7103'PASSING THROUGH AN IRON GATE AND PROCEED IN AN EASTERLY DIRECTION FOR
 AW7103'3.25 MI (5.23 KM) TO THE BRAZORIA NWR MAINTENANCE COMPOUND ON THE
 AW7103'LEFT AND THE STATION TO THE RIGHT IN OPEN PRARIE ABOUT 40 METERS
 AW7103'(131.2 FT) SE OF THE EDGE OF THE ROAD. AN NOS ALUMINUM DISK ATTACHED
 AW7103'TO AN ALLOY ROD DRIVEN INTO THE GROUND AND SURROUNDED BY A ROUND
 AW7103'CONCRETE MONUMENT PROJECTING 5 CM ABOVE GROUND LEVEL.  IT IS, 61.0 M
 AW7103'(200.1 FT) SOUTHEAST OF THE NORTH GATEPOST OF THE MAINTENANCE
 AW7103'COMPOUND, 54.1 M (177.5 FT) ESE OF THE SOUTHEAST FENCE CORNER AND
 AW7103'48.0 M (157.5 FT) SOUTHEAST OF THE CENTER OF THE SHELL AND GRAVEL
 AW7103'ROAD. DESCRIBED BY CSM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1243 ***********************************************************************
 AW1243  DESIGNATION -  BRAZORIA
 AW1243  PID         -  AW1243
 AW1243  STATE/COUNTY-  TX/BRAZORIA
 AW1243  USGS QUAD   -  BRAZORIA (1952)
 AW1243
 AW1243                         *CURRENT SURVEY CONTROL
 AW1243  ___________________________________________________________________
 AW1243* NAD 83(1993)-  29 03 08.24067(N)    095 33 47.37173(W)     ADJUSTED  
 AW1243* NAVD 88     -         7.90   (+/-2cm)      25.9    (feet)  VERTCON   
 AW1243  ___________________________________________________________________
 AW1243  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AW1243  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW1243
 AW1243  HORZ ORDER  -  FIRST
 AW1243  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1243
 AW1243.The horizontal coordinates were established by classical geodetic methods
 AW1243.and adjusted by the National Geodetic Survey in February 1996..
 AW1243
 AW1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1243.The vertical order pertains to the NGVD 29 superseded value.
 AW1243
 AW1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1243
 AW1243.The geoid height was determined by GEOID03.
 AW1243
 AW1243;                    North         East     Units Scale Factor Converg.
 AW1243;SPC TXSC     - 4,140,010.208   934,623.478   MT  0.99987533   +1 41 01.5
 AW1243;SPC TXSC     -13,582,683.49  3,066,343.86   sFT  0.99987533   +1 41 01.5
 AW1243;UTM  15      - 3,216,490.797   250,429.951   MT  1.00036867   -1 14 43.2
 AW1243
 AW1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1243!SPC TXSC     -   1.00000294  x   0.99987533  =   0.99987827
 AW1243!UTM  15      -   1.00000294  x   1.00036867  =   1.00037162
 AW1243
 AW1243|---------------------------------------------------------------------|
 AW1243| PID    Reference Object                     Distance      Geod. Az  |
 AW1243|                                                           dddmmss.s |
 AW1243| AW6861 BRAZORIA OLD CTHSE STEEPLE          199.359 METERS 03458     |
 AW1243| AW6836 ANGLETON MUNICIPAL TANK             APPROX.17.7 KM 0450427.5 |
 AW1243| AM0425 BRAZOS RIVER LIGHTHOUSE             APPROX.27.5 KM 1153126.9 |
 AW1243| AW1242 BRAZORIA RM 1                                      1362429.1 |
 AW1243| CV6951 BRAZORIA RM 3                        30.864 METERS 17427     |
 AW1243| AM0461 BRAZORIA JEF LAKE SULPH CO TK       APPROX. 7.3 KM 1850343.2 |
 AW1243| AM0462 BRAZORIA JEF LAKE SULPH CO STK      APPROX. 7.4 KM 1854049.7 |
 AW1243| AW6859 BRAZORIA MUNICIPAL TANK             APPROX. 1.0 KM 2281337.7 |
 AW1243| AW1224 BRAZORIA RM 2                        25.948 METERS 25944     |
 AW1243| AW6869 SWEENY MUNICIPAL TANK               APPROX.13.5 KM 2631700.0 |
 AW1243| AW6871 WEST COLUMBIA MUNICIPAL TANK        APPROX.12.8 KM 3213711.5 |
 AW1243|---------------------------------------------------------------------|
 AW1243
 AW1243                          SUPERSEDED SURVEY CONTROL
 AW1243
 AW1243  NAD 83(1986)-  29 03 08.25163(N)    095 33 47.35377(W) AD(       ) 1
 AW1243  NAD 27      -  29 03 07.36100(N)    095 33 46.55300(W) AD(       ) 1
 AW1243  NGVD 29 (??/??/92)    7.920  (m)           25.98   (f) ADJ UNCH    1 2
 AW1243
 AW1243.Superseded values are not recommended for survey control.
 AW1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1243.See file dsdata.txt to determine how the superseded data were derived.
 AW1243
 AW1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5043016491(NAD 83)
 AW1243_MARKER: DS = TRIANGULATION STATION DISK
 AW1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1243_STAMPING: BRAZORIA 1931
 AW1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1243+STABILITY: SURFACE MOTION
 AW1243
 AW1243  HISTORY     - Date     Condition        Report By
 AW1243  HISTORY     - 1931     MONUMENTED       CGS
 AW1243  HISTORY     - 1937     MARK NOT FOUND   TXHD
 AW1243  HISTORY     - 1942     GOOD             CGS
 AW1243  HISTORY     - 1951     GOOD             CGS
 AW1243  HISTORY     - 1951     GOOD             NGS
 AW1243  HISTORY     - 1952     GOOD             CGS
 AW1243  HISTORY     - 1953     GOOD             CGS
 AW1243  HISTORY     - 1954     GOOD             CGS
 AW1243  HISTORY     - 1963     GOOD             CGS
 AW1243  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW1243  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1243
 AW1243                          STATION DESCRIPTION
 AW1243
 AW1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW1243'IN THE TOWN OF BRAZORIA, IN SOUTHWESTERLY CORNER OF THE
 AW1243'GROUNDS OF THE BRAZORIA GRADE SCHOOL, 13.7 FEET NE OF WESTERLY
 AW1243'FENCE, 19.3 FEET NW OF SOUTHERLY FENCE, AND 88.5 FEET S OF
 AW1243'SOUTHWESTERN CORNER OF SCHOOL BUILDING.
 AW1243'
 AW1243'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 AW1243'SET IN CONCRETE.
 AW1243'
 AW1243'SURFACE MARK IS FLUSH WITH GROUND.
 AW1243'
 AW1243'REFERENCE MARK NO. 1 IS IN FENCE LINE S OF DIRT ROAD LEADING
 AW1243'SE UNDER RAILROAD, ABOUT 15 YARDS N OF RED BRICK CHIMNEY ON
 AW1243'NORTHERLY END OF HOUSE OWNED AND OCCUPIED BY ASY ISHMAN,
 AW1243'ABOUT 98 YARDS (PACED) NW OF RAILROAD AT UNDERPASS,
 AW1243'AND 0.25 MILE FROM STATION.
 AW1243'
 AW1243'REFERENCE MARK NO. 2 IS IN FENCE LINE W OF ROAD, JUST NE
 AW1243'OF A SMALL GARAGE, 124.5 FEET SW OF SOUTHWESTERN CORNER OF
 AW1243'SCHOOLHOUSE, AND 85.2 FEET FROM STATION.
 AW1243
 AW1243                          STATION RECOVERY (1937)
 AW1243
 AW1243'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW1243'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  ALL CULTURAL
 AW1243'FEATURES GIVEN IN THE DESCRIPTION HAVE BEEN REMOVED.  THE
 AW1243'STATION WAS EVIDENTLY SET IN WHAT IS NOW KNOWN AS OLD BRAZORIA.
 AW1243'NEW BRAZORIA IS ABOUT 0.5 MILE TO THE S AND W OF THE OLD
 AW1243'TOWN.  ALL PROMINENT BUILDINGS AND LAND MARKS IN OLD BRAZORIA
 AW1243'HAVE BEEN REMOVED.
 AW1243
 AW1243                          STATION RECOVERY (1942)
 AW1243
 AW1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AW1243'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AW1243'
 AW1243'STATION IS SITUATED IN WHAT IS NOW KNOWN TO BE OLD BRAZORIA,
 AW1243'IN SMALL PASTURE FORMERLY THE SITE OF BRAZORIA GRADE SCHOOL
 AW1243'NOW DEMOLISHED, TWO BLOCKS SW OF THE SITE OF COUNTY COURTHOUSE
 AW1243'NOW DEMOLISHED AND ABOUT 0.25 MILE NW OF RAILROAD TRESTLE
 AW1243'AT THE END OF DIRT STREET.  IT IS ABOUT 229 FEET (PACED)
 AW1243'SE OF THE INTERSECTION OF DIRT STREET WITH SHELL ROAD, 42.7
 AW1243'FEET NE OF THE CENTER LINE OF THE DIRT STREET, 24.5 FEET SW
 AW1243'OF THE S END OF A CONCRETE BLOCK IN THE PASTURE AND 2.9
 AW1243'FEET N OF A 4- BY 4-INCH WOODEN MARKER POST.  THE STATION
 AW1243'MARKER, IS STAMPED BRAZORIA 1931 AND IS FLUSH
 AW1243'WITH THE SURFACE OF THE GROUND.
 AW1243'
 AW1243'REFERENCE MARK NO. 1, IS STAMPED BRAZORIA NO.
 AW1243'1 1931.  IT IS ABOUT 0.25 MILE SE OF THE STATION ALONG DIRT
 AW1243'STREET, ABOUT 304.0 FEET (PACED) NW OF RAILROAD TRESTLE AT
 AW1243'THE END OF DIRT STREET, 30.0 FEET SW OF AND ABOUT THE SAME
 AW1243'ELEVATION AS THE CENTER LINE OF THE STREET AND 0.6 FOOT
 AW1243'NE OF FENCE LINE.  THE MONUMENT PROJECTS ABOUT 0.6 FOOT.
 AW1243'
 AW1243'REFERENCE MARK NO. 2, IS STAMPED BRAZORIA NO.
 AW1243'2 1931.  IT IS 85.3 FEET W BY SW OF THE STATION, IN FENCE
 AW1243'LINE ON THE SW SIDE OF DIRT STREET, 39.0 FEET SE OF SMALL
 AW1243'PECAN TREE ON THE SW SIDE OF THE STREET AND 7.0 FEET NW OF
 AW1243'A GARAGE AT NE CORNER OF A SMALL PASTURE.  THE MONUMENT PROJECTS
 AW1243'0.5 FOOT.
 AW1243'
 AW1243'STATION IS REACHED FROM THE MISSOURI PACIFIC RAILROAD STATION
 AW1243'AT BRAZORIA--PROCEED ALONG SHELL ROAD 0.5 MILE NORTHEASTERLY
 AW1243'TO THE SITE OF THE STATION.
 AW1243'
 AW1243'NOTE.--THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED IN
 AW1243'1937.
 AW1243
 AW1243                          STATION RECOVERY (1951)
 AW1243
 AW1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (KH)
 AW1243'STATION IS LOCATED 0.5 MILE N ALONG MARKET STREET FROM THE
 AW1243'ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION AT BRAZORIA,
 AW1243'AT A JUNCTION WITH A STREET LEADING SE, 225 FEET SE OF THE
 AW1243'CENTER LINE OF MARKET STREET, 51 FEET NW OF THE CENTER LINE
 AW1243'OF A DIRT STREET, 43 FEET NE OF THE CENTER LINE OF A STREET
 AW1243'LEADING SE, AND 3 FEET NE OF A WITNESS POST.
 AW1243'
 AW1243'STATION MARK IS A STANDARD STATION DISK, SET IN THE TOP OF
 AW1243'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 AW1243'AND IS STAMPED BRAZORIA 1931.
 AW1243'
 AW1243'REFERENCE MARK 1 IS 0.25 MILE SE OF STATION, 310 FEET NW OF
 AW1243'RAILROAD TRESTLE 309.3, 65 FEET W OF A 24-INCH GUM TREE,
 AW1243'29.4 FEET SW OF THE CENTER LINE OF A DIRT STREET, 1.7 FEET
 AW1243'SE OF A WITNESS POST, AND 0.5 FOOT NE OF A FENCE.  IT IS A
 AW1243'STANDARD REFERENCE DISK, SET IN THE TOP OF A CONCRETE POST
 AW1243'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, AND IS STAMPED
 AW1243'BRAZORIA NO 1 1931.
 AW1243'
 AW1243'REFERENCE MARK 2 IS 85.1 FEET W OF THE STATION, 195 FEET E
 AW1243'OF THE CENTER LINE OF MARKET STREET, 92 FEET NW OF THE CENTER LINE
 AW1243'OF A PRIVATE DRIVEWAY, 65 FEET N OF THE NE CORNER OF A HOUSE, 26
 AW1243'FEET SW OF THE CENTER LINE OF A STREET LEADING SE, AND
 AW1243'1 FOOT NE OF A FENCE.  IT IS A STANDARD REFERENCE DISK, SET
 AW1243'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 AW1243'THE GROUND, AND IS STAMPED BRAZORIA NO 2 1931.
 AW1243
 AW1243                          STATION RECOVERY (1951)
 AW1243
 AW1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AW1243'0.5 MI N FROM BRAZORIA.
 AW1243'0.5 MILE NORTH ALONG MARKET STREET FROM THE ST. LOUIS, BROWNSVILLE AND
 AW1243'MEXICO RAILROAD STATION AT BRAZORIA, AT A JUNCTION WITH A STREET
 AW1243'LEADING SOUTHEAST, 225 FEET SOUTHEAST OF THE CENTER LINE OF MARKET
 AW1243'STREET, 85.1 FEET EAST OF BRAZORIA R.M. 2, 51 FEET NORTHWEST OF THE
 AW1243'CENTER LINE OF A DIRT STREET, 43 FEET NORTHEAST OF THE CENTER LINE OF
 AW1243'THE STREET LEADING SOUTHEAST, 3 FEET NORTHEAST OF A WITNESS POST, SET
 AW1243'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AW1243'GROUND.
 AW1243
 AW1243                          STATION RECOVERY (1952)
 AW1243
 AW1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW1243'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW1243'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 AW1243'STATION MARK BRAZORIA 1931 IS NOW IN A CULTIVATED PLOT AND
 AW1243'UPON THE REQUEST OF THE LAND OWNER THE MARK WAS LOWERED
 AW1243'BELOW PLOW DEPTH AND IS NOW STAMPED BRAZORIA 1931-1952.  A
 AW1243'NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.  A DISCREPANCY WAS
 AW1243'FOUND IN THE DIRECTION OF R.M. NO. 1 AND R.M. NO. 2.
 AW1243'
 AW1243'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW1243'
 AW1243'THE STATION IS LOCATED IN THE NORTHEAST PART OF BRAZORIA
 AW1243'ON LAND OWNED BY MRS. GEORGE JOHNSON, 54.0 FEET NORTHWEST
 AW1243'OF THE CENTER OF A SHELL STREET, 47.0 FEET NORTHEAST OF
 AW1243'THE CENTER OF A SHELL STREET, 3.0 FEET NORTH OF A WITNESS
 AW1243'POST AND NEAR THE SOUTHWEST CORNER OF A SMALL CULTIVATED PLOT.
 AW1243'IT IS 14 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 AW1243'DISK IS STAMPED BRAZORIA 1931-1952.
 AW1243'
 AW1243'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS ABOUT 100 YARDS NORTHWEST
 AW1243'OF A RAILROAD UNDERPASS, 28.0 FEET SOUTHWEST OF THE CENTER
 AW1243'OF A GRADED STREET, 2.0 FEET SOUTHEAST OF A WITNESS POST
 AW1243'AND 1.2 FEET NORTHWEST OF A WITNESS POST.  IT PROJECTS
 AW1243'6 INCHES AND THE DISK IS STAMPED BRAZORIA NO 1 1931.
 AW1243'
 AW1243'REFERENCE MARK NO. 2 IS ACROSS THE STREET FROM THE STATION,
 AW1243'25.0 FEET SOUTHWEST OF THE CENTER OF A SHELL STREET, 13.0 FEET
 AW1243'NORTHWEST OF THE CENTER OF A DRIVE AND 1.0 FOOT EAST OF A
 AW1243'FENCE.  IT PROJECTS 3 INCHES AND THE DISK IS STAMPED BRAZORIA
 AW1243'NO 1 1931.
 AW1243'
 AW1243'REFERENCE MARK NO. 3 IS ACROSS THE STREET FROM THE STATION,
 AW1243'23.0 FEET WEST OF THE CENTER OF A SHELL STREET, 15.0 FEET
 AW1243'SOUTHEAST OF A FENCE CORNER AND 1.5 FEET NORTHWEST OF A
 AW1243'POWERLINE POLE.  IT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 AW1243'BRAZORIA NO 3 1931-1952.
 AW1243'
 AW1243'TO REACH THE STATION FROM THE POST OFFICE ABOUT 1/2 BLOCK
 AW1243'SOUTH OF THE RAILROAD TRACKS IN BRAZORIA, GO NORTHERLY ON
 AW1243'STATE ROUTE NO. 36 FOR 0.3 MILE TO THE JUNCTION WITH FARM
 AW1243'ROAD NO. 521, TURN RIGHT ON FARM ROAD NO. 521 AND GO EASTERLY
 AW1243'FOR 0.2 MILE TO A MACADAM ROAD LEFT, TURN LEFT AND GO
 AW1243'NORTHEASTERLY FOR 0.35 MILE TO A CROSS-STREET, TURN RIGHT AND GO
 AW1243'SOUTHEASTERLY ON A SHELL STREET FOR 1 BLOCK AND THE STATION ON
 AW1243'THE LEFT AS DESCRIBED.
 AW1243'
 AW1243'TO REACH REFERENCE MARK NO. 1 (AZIMUTH MARK) FROM THE STATION,
 AW1243'GO SOUTHEASTERLY ON A SHELL STREET FOR 0.2 MILE TO A MACADAM
 AW1243'CROSSROAD, CONTINUE SOUTHEASTERLY ON A GRADED STREET FOR
 AW1243'0.05 MILE TO A SMALL BALL PARK ON THE LEFT AND THE MARK ON
 AW1243'THE RIGHT AS DESCRIBED.
 AW1243
 AW1243                          STATION RECOVERY (1953)
 AW1243
 AW1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JPW)
 AW1243'NEW DESCRIPTION--STATION IS REACHED FROM JUNCTION OF ST. HWY.
 AW1243'36 AND FM 521 IN BRAZORIA EASTERLY ALONG FM 521 FROM SH 36
 AW1243'0.171 M. TO MARKET ST. NORTHERLY ALONG MARKET ST. WHICH
 AW1243'IS FIRST STREET EAST OF SH 36 FOR 0.349 MILES TO A CROSS
 AW1243'STREET--TURN EASTERLY ON THIS STREET FOR 0.064 MILES AND
 AW1243'THE STATION 43 FT TO THE NORTH.
 AW1243'
 AW1243'REFERENCE MARK NO. 3 IS LOCATED ALONG THIS SAME STREET 0.017
 AW1243'MI. EAST OF THE STATION AND 20 FT SOUTH OF THE CENTERLINE
 AW1243'OF THE STREET.
 AW1243'
 AW1243'REFERENCE MARK NO. 1 IS LOCATED ALONG THIS SAME STREET 0.271
 AW1243'MILES EAST OF THE STATION AND 20 FT SOUTH OF THE CENTERLINE
 AW1243'OF THE STREET.
 AW1243'
 AW1243'REFERENCE MARK NO. 1 IS 0.064 MI. EAST OF FM 521 WHERE IT
 AW1243'CROSSES THE EAST-WEST STREET AND 0.057 MI. WEST OF CENTERLINE
 AW1243'OF RR TRESTLE (SECOND TRESTLE WEST OF BRAZOS RIVER RR BRIDGE).
 AW1243'THE EAST-WEST STREET ON WHICH THE STATION IS LOCATED, CROSSES
 AW1243'FM 521 0.271 MILES WEST OF THE WEST END OF THE BRAZOS RIVER
 AW1243'HIGHWAY BRIDGE.
 AW1243
 AW1243                          STATION RECOVERY (1954)
 AW1243
 AW1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW1243'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1952 AND
 AW1243'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED, EXCEPT
 AW1243'THE STAMPING ON REFERENCE MARK NO. 2 IS BRAZORIA NO 2 1931.
 AW1243'
 AW1243'THE 1952 DESCRIPTION IS ADEQUATE.
 AW1243'
 AW1243'HEIGHT OF LIGHT ABOVE MARK 30.4 METERS.
 AW1243
 AW1243                          STATION RECOVERY (1963)
 AW1243
 AW1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AW1243'THE STATION WAS RECOVERED.  THE STATION MARK AND REFERENCE
 AW1243'MARKS 2 AND 3 WERE FOUND IN GOOD CONDITION AS PREVIOUSLY
 AW1243'DESCRIBED.  REFERENCE MARK 1 WAS FOUND TO BE DISTURBED.
 AW1243'THE MARK IS NO LONGER VISIBLE TO THE STATION FROM A 4 FOOT
 AW1243'TRIPOD DUE TO OBSTRUCTION BY LARGE METAL BOILER TANK.
 AW1243'
 AW1243'THE STATION MARK IS 56 FEET NORTHWEST OF CENTERLINE OF A
 AW1243'NORTHWEST-SOUTHEAST STREET, 56 FEET EAST OF TELEPHONE POLE
 AW1243'WHICH HAS RAILROAD SPIKE DRIVEN AT ITS BASE, 44 FEET NORTHEAST
 AW1243'OF CENTERLINE OF A NORTHWEST-SOUTHEAST STREET AND IS 18-INCHES
 AW1243'BELOW THE GROUND SURFACE.  IN GARDEN PLOT OF LAND OCCUPIED
 AW1243'BY GEORGE JOHNSON JR..
 AW1243'
 AW1243'THE 1952 DESCRIBED ROUTE TO REACH THE STATION IS ADEQUATE.
 AW1243'
 AW1243'DISTANCE TO REFERENCE MARKS 2 AND 3 WERE CHECKED AND FOUND
 AW1243'TO BE CORRECT.
 AW1243'
 AW1243'REFERENCE MARK 2 IS 25 FEET SOUTHWEST OF CENTERLINE OF THE
 AW1243'NORTHWEST-SOUTHEAST STREET, 40 FEET SOUTHEAST OF A LARGE
 AW1243'OAK, 1/2 FOOT NORTHEAST OF FENCE LINE AND PROJECTS 4-INCHES
 AW1243'ABOVE THE GROUND SURFACE.
 AW1243'
 AW1243'REFERENCE MARK 3 IS 23 FEET SOUTHWEST OF CENTERLINE OF
 AW1243'THE NORTHWEST-SOUTHEAST STREET, 15 FEET SOUTHEAST OF FENCE
 AW1243'CORNER AND 1-1/2 FEET NORTH OF A POWER POLE.  THE MARK PROJECTS
 AW1243'6-INCHES ABOVE THE GROUND SURFACE.
 AW1243'
 AW1243'STAMPINGS ON ALL MARKS WERE VERIFIED.
 AW1243
 AW1243                          STATION RECOVERY (1972)
 AW1243
 AW1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW1243'MARK NOT FOUND.
 AW1243
 AW1243                          STATION RECOVERY (1978)
 AW1243
 AW1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1243'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0461 ***********************************************************************
 AM0461  DESIGNATION -  BRAZORIA JEF LAKE SULPH CO TK
 AM0461  PID         -  AM0461
 AM0461  STATE/COUNTY-  TX/BRAZORIA
 AM0461  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0461
 AM0461                         *CURRENT SURVEY CONTROL
 AM0461  ___________________________________________________________________
 AM0461* NAD 83(1993)-  28 59 11.50505(N)    095 34 11.22159(W)     ADJUSTED  
 AM0461* NAVD 88     -                                                        
 AM0461  ___________________________________________________________________
 AM0461  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AM0461  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AM0461
 AM0461  HORZ ORDER  -  THIRD
 AM0461
 AM0461.The horizontal coordinates were established by classical geodetic methods
 AM0461.and adjusted by the National Geodetic Survey in February 1996..
 AM0461
 AM0461
 AM0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0461
 AM0461.The geoid height was determined by GEOID03.
 AM0461
 AM0461;                    North         East     Units Scale Factor Converg.
 AM0461;SPC TXSC     - 4,132,706.723   934,192.352   MT  0.99988160   +1 40 49.8
 AM0461;SPC TXSC     -13,558,721.97  3,064,929.41   sFT  0.99988160   +1 40 49.8
 AM0461;UTM  15      - 3,209,215.282   249,625.950   MT  1.00037364   -1 14 45.5
 AM0461
 AM0461                          SUPERSEDED SURVEY CONTROL
 AM0461
 AM0461  NAD 83(1986)-  28 59 11.51594(N)    095 34 11.20307(W) AD(       ) 4
 AM0461  NAD 27      -  28 59 10.62000(N)    095 34 10.39700(W) AD(       ) 3
 AM0461
 AM0461.Superseded values are not recommended for survey control.
 AM0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0461.See file dsdata.txt to determine how the superseded data were derived.
 AM0461
 AM0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4962609215(NAD 83)
 AM0461_MARKER: 53 = ELEVATED TANK
 AM0461
 AM0461  HISTORY     - Date     Condition        Report By
 AM0461  HISTORY     - 1952     FIRST OBSERVED   CGS
 AM0461  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AM0461
 AM0461                          STATION DESCRIPTION
 AM0461
 AM0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AM0461'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF
 AM0461'BRAZORIA AT THE PLANT SITE OF THE CLEMENS DOME PLANT OF THE
 AM0461'JEFFERSON LAKE SULPHUR CO.
 AM0461'
 AM0461'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 AM0461'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL
 AM0461'HEIGHT OF 100.0 FEET.
 AM0461'
 AM0461'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 AM0461'
 AM0461'TO REACH THE STATION FROM THE POST OFFICE IN BRAZORIA, GO
 AM0461'SOUTHEASTERLY ON STATE HIGHWAY NO. 36 FOR 2.2 MILES TO AN
 AM0461'OILED ROAD RIGHT, TURN RIGHT AND GO WESTERLY FOR 1.9 MILES
 AM0461'TO A SHELL ROAD ON THE RIGHT LEADING INTO THE PLANT SITE, TURN
 AM0461'RIGHT AND FOLLOW THE SHELL ROAD NORTHERLY FOR 1.1 MILE AND
 AM0461'THE STATION AS DESCRIBED.
 AM0461
 AM0461                          STATION RECOVERY (1994)
 AM0461
 AM0461'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0462 ***********************************************************************
 AM0462  DESIGNATION -  BRAZORIA JEF LAKE SULPH CO STK
 AM0462  PID         -  AM0462
 AM0462  STATE/COUNTY-  TX/BRAZORIA
 AM0462  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0462
 AM0462                         *CURRENT SURVEY CONTROL
 AM0462  ___________________________________________________________________
 AM0462* NAD 83(1993)-  28 59 10.50137(N)    095 34 14.26720(W)     ADJUSTED  
 AM0462* NAVD 88     -                                                        
 AM0462  ___________________________________________________________________
 AM0462  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AM0462  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AM0462
 AM0462  HORZ ORDER  -  THIRD
 AM0462
 AM0462.The horizontal coordinates were established by classical geodetic methods
 AM0462.and adjusted by the National Geodetic Survey in February 1996..
 AM0462
 AM0462
 AM0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0462
 AM0462.The geoid height was determined by GEOID03.
 AM0462
 AM0462;                    North         East     Units Scale Factor Converg.
 AM0462;SPC TXSC     - 4,132,673.422   934,110.859   MT  0.99988163   +1 40 48.3
 AM0462;SPC TXSC     -13,558,612.72  3,064,662.04   sFT  0.99988163   +1 40 48.3
 AM0462;UTM  15      - 3,209,186.170   249,542.822   MT  1.00037416   -1 14 47.0
 AM0462
 AM0462                          SUPERSEDED SURVEY CONTROL
 AM0462
 AM0462  NAD 83(1986)-  28 59 10.51233(N)    095 34 14.24880(W) AD(       ) 4
 AM0462  NAD 27      -  28 59 09.61600(N)    095 34 13.44200(W) AD(       ) 3
 AM0462
 AM0462.Superseded values are not recommended for survey control.
 AM0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0462.See file dsdata.txt to determine how the superseded data were derived.
 AM0462
 AM0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4954309186(NAD 83)
 AM0462_MARKER: 63 = STACK
 AM0462
 AM0462  HISTORY     - Date     Condition        Report By
 AM0462  HISTORY     - 1952     FIRST OBSERVED   CGS
 AM0462  HISTORY     - 19940416 GOOD             USPSQD
 AM0462
 AM0462                          STATION DESCRIPTION
 AM0462
 AM0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AM0462'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF BRAZORIA
 AM0462'AT THE PLANT SITE OF THE CLEMENS DOME PLANT OF THE JEFFERSON
 AM0462'LAKE SULPHUR CO.
 AM0462'
 AM0462'IT IS A REINFORCED CONCRETE STRUCTURE 25.0 FEET IN DIAMETER
 AM0462'AT THE BOTTOM AND 18.0 FEET IN DIAMETER AT THE TOP AND HAS
 AM0462'AN OVER-ALL HEIGHT OF 150.0 FEET.
 AM0462'
 AM0462'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE STACK.
 AM0462'
 AM0462'TO REACH THE STATION FROM THE POST OFFICE IN BRAZORIA, GO
 AM0462'SOUTHEASTERLY ON STATE HIGHWAY NO. 36 FOR 2.2 MILES TO AN OILED
 AM0462'ROAD RIGHT, TURN RIGHT AND GO WESTERLY FOR 1.9 MILES TO A
 AM0462'SHELL ROAD ON THE RIGHT LEADING INTO THE PLANT SITE, TURN
 AM0462'RIGHT AND FOLLOW THE SHELL ROAD NORTHERLY FOR 1.1 MILE AND
 AM0462'THE STATION AS DESCRIBED.
 AM0462
 AM0462                          STATION RECOVERY (1994)
 AM0462
 AM0462'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1242 ***********************************************************************
 AW1242  DESIGNATION -  BRAZORIA RM 1
 AW1242  PID         -  AW1242
 AW1242  STATE/COUNTY-  TX/BRAZORIA
 AW1242  USGS QUAD   -  BRAZORIA (1952)
 AW1242
 AW1242                         *CURRENT SURVEY CONTROL
 AW1242  ___________________________________________________________________
 AW1242* NAD 83(1986)-  29 02 59.     (N)    095 33 37.     (W)     SCALED    
 AW1242* NAVD 88     -         7.34   (+/-2cm)      24.1    (feet)  VERTCON   
 AW1242  ___________________________________________________________________
 AW1242  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW1242
 AW1242  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1242
 AW1242.The horizontal coordinates were scaled from a topographic map and have
 AW1242.an estimated accuracy of +/- 6 seconds.
 AW1242
 AW1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1242.The vertical order pertains to the NGVD 29 superseded value.
 AW1242
 AW1242.The geoid height was determined by GEOID03.
 AW1242
 AW1242;                    North         East    Units  Estimated Accuracy
 AW1242;SPC TXSC     - 4,139,730.      934,910.      MT  (+/- 180 meters Scaled)
 AW1242
 AW1242                          SUPERSEDED SURVEY CONTROL
 AW1242
 AW1242  NGVD 29 (??/??/92)    7.360  (m)           24.15   (f) ADJ UNCH    1 2
 AW1242
 AW1242.Superseded values are not recommended for survey control.
 AW1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1242.See file dsdata.txt to determine how the superseded data were derived.
 AW1242
 AW1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN507162(NAD 83)
 AW1242_MARKER: DR = REFERENCE MARK DISK
 AW1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1242_STAMPING: BRAZORIA NO 1 1931
 AW1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1242+STABILITY: SURFACE MOTION
 AW1242
 AW1242  HISTORY     - Date     Condition        Report By
 AW1242  HISTORY     - 1931     MONUMENTED       CGS
 AW1242  HISTORY     - 1951     GOOD             NGS
 AW1242  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW1242  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1242  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW1242
 AW1242                          STATION DESCRIPTION
 AW1242
 AW1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW1242'0.75 MI NE FROM BRAZORIA.
 AW1242'0.5 MILE NORTH ALONG MARKET STREET FROM THE ST. LOUIS, BROWNSVILLE AND
 AW1242'MEXICO RAILROAD STATION AT BRAZORIA, THENCE 0.2 MILE SOUTHEAST ALONG A
 AW1242'SHELL STREET, THENCE 0.05 MILE SOUTHEAST ALONG A DIRT STREET, 310 FEET
 AW1242'NORTHWEST OF RAILROAD TRESTLE 309.3, 65 FEET WEST OF A 24 INCH GUM
 AW1242'TREE, 29.4 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT STREET, 1.7
 AW1242'FEET SOUTHEAST OF A WITNESS POST, 0.5 FOOT NORTHEAST OF A FENCE, SET
 AW1242'IN THE TOP OF A CONCRET POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND,
 AW1242'0.25 MILE SOUTHEAST OF TRIANGULATION BRAZORIA 1931.
 AW1242
 AW1242                          STATION RECOVERY (1972)
 AW1242
 AW1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW1242'MARK NOT FOUND.
 AW1242
 AW1242                          STATION RECOVERY (1978)
 AW1242
 AW1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1242'NOT RECOVERED THIS DATE.
 AW1242
 AW1242                          STATION RECOVERY (1994)
 AW1242
 AW1242'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1224 ***********************************************************************
 AW1224  DESIGNATION -  BRAZORIA RM 2
 AW1224  PID         -  AW1224
 AW1224  STATE/COUNTY-  TX/BRAZORIA
 AW1224  USGS QUAD   -  BRAZORIA (1952)
 AW1224
 AW1224                         *CURRENT SURVEY CONTROL
 AW1224  ___________________________________________________________________
 AW1224* NAD 83(1986)-  29 03 08.     (N)    095 33 47.     (W)     SCALED    
 AW1224* NAVD 88     -         8.16   (+/-2cm)      26.8    (feet)  VERTCON   
 AW1224  ___________________________________________________________________
 AW1224  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW1224
 AW1224  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1224
 AW1224.The horizontal coordinates were scaled from a topographic map and have
 AW1224.an estimated accuracy of +/- 6 seconds.
 AW1224
 AW1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1224.The vertical order pertains to the NGVD 29 superseded value.
 AW1224
 AW1224.The geoid height was determined by GEOID03.
 AW1224
 AW1224;                    North         East    Units  Estimated Accuracy
 AW1224;SPC TXSC     - 4,140,000.      934,630.      MT  (+/- 180 meters Scaled)
 AW1224
 AW1224                          SUPERSEDED SURVEY CONTROL
 AW1224
 AW1224  NGVD 29 (??/??/92)    8.176  (m)           26.82   (f) ADJ UNCH    1 1
 AW1224
 AW1224.Superseded values are not recommended for survey control.
 AW1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1224.See file dsdata.txt to determine how the superseded data were derived.
 AW1224
 AW1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN504164(NAD 83)
 AW1224_MARKER: DR = REFERENCE MARK DISK
 AW1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1224_STAMPING: BRAZORIA NO 2 1931
 AW1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1224+STABILITY: SURFACE MOTION
 AW1224
 AW1224  HISTORY     - Date     Condition        Report By
 AW1224  HISTORY     - 1931     MONUMENTED       CGS
 AW1224  HISTORY     - 1972     GOOD             NGS
 AW1224  HISTORY     - 1978     GOOD             NGS
 AW1224  HISTORY     - 20010428 MARK NOT FOUND   USPSQD
 AW1224
 AW1224                          STATION DESCRIPTION
 AW1224
 AW1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1224'0.5 MI N FROM BRAZORIA.
 AW1224'0.5 MILE NORTH ALONG MARKET STREET FROM THE MISSOURI PACIFIC RAILROAD
 AW1224'CROSSING IN BRAZORIA, AT A JUNCTION WITH A STREET LEADING SOUTHEAST,
 AW1224'195.0 FEET EAST OF THE CENTERLINE OF MARKET STREET, 92.0 FEET
 AW1224'NORTHWEST OF CENTERLINE OF PRIVATE DRIVEWAY, 65.0 FEET NORTH OF
 AW1224'NORTHEAST CORNER OF A HOUSE, 26.0 FEET SOUTHWEST OF CENTERLINE OF THE
 AW1224'STREET LEADING SOUTHEAST, 1.0 FEET NORTHEAST OF A FENCE, 3.0 FEET
 AW1224'NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 AW1224'WHICH IS FLUSH WITH THE GROUND.
 AW1224
 AW1224                          STATION RECOVERY (1978)
 AW1224
 AW1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1224'RECOVERED IN GOOD CONDITION.
 AW1224
 AW1224                          STATION RECOVERY (2001)
 AW1224
 AW1224'RECOVERY NOTE BY US POWER SQUADRON 2001
 AW1224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2218 ***********************************************************************
 CS2218  DESIGNATION -  BRAZOS
 CS2218  PID         -  CS2218
 CS2218  STATE/COUNTY-  TX/BOSQUE
 CS2218  USGS QUAD   -  BRAZOS POINT (1979)
 CS2218
 CS2218                         *CURRENT SURVEY CONTROL
 CS2218  ___________________________________________________________________
 CS2218* NAD 83(1993)-  32 10 12.79139(N)    097 36 06.66163(W)     ADJUSTED  
 CS2218* NAVD 88     -       217.829  (meters)     714.66   (feet)  ADJUSTED  
 CS2218  ___________________________________________________________________
 CS2218  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 CS2218  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS2218  DYNAMIC HT  -         217.562 (meters)     713.78  (feet)  COMP
 CS2218  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 CS2218
 CS2218  HORZ ORDER  -  SECOND
 CS2218  VERT ORDER  -  SECOND    CLASS 0
 CS2218
 CS2218.The horizontal coordinates were established by classical geodetic methods
 CS2218.and adjusted by the National Geodetic Survey in February 1996..
 CS2218
 CS2218.The orthometric height was determined by differential leveling
 CS2218.and adjusted by the National Geodetic Survey in June 1991..
 CS2218
 CS2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2218
 CS2218.The geoid height was determined by GEOID03.
 CS2218
 CS2218.The dynamic height is computed by dividing the NAVD 88
 CS2218.geopotential number by the normal gravity value computed on the
 CS2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2218.degrees latitude (g = 980.6199 gals.).
 CS2218
 CS2218.The modeled gravity was interpolated from observed gravity values.
 CS2218
 CS2218;                    North         East     Units Scale Factor Converg.
 CS2218;SPC TX C     - 3,280,716.828   957,625.630   MT  1.00008968   +1 24 24.7
 CS2218;SPC TX C     -10,763,485.13  3,141,810.09   sFT  1.00008968   +1 24 24.7
 CS2218;SPC TXNC     - 2,056,202.686   684,709.925   MT  0.99998999   +0 29 23.4
 CS2218;SPC TXNC     - 6,746,058.31  2,246,419.15   sFT  0.99998999   +0 29 23.4
 CS2218;UTM  14      - 3,560,160.008   631,823.843   MT  0.99981430   +0 44 40.3
 CS2218
 CS2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2218!SPC TX C     -   0.99997016  x   1.00008968  =   1.00005983
 CS2218!SPC TXNC     -   0.99997016  x   0.99998999  =   0.99996015
 CS2218!UTM  14      -   0.99997016  x   0.99981430  =   0.99978446
 CS2218
 CS2218:                Primary Azimuth Mark                     Grid Az
 CS2218:SPC TX C     -  BRAZOS AZ MK                             134 08 29.1
 CS2218:SPC TXNC     -  BRAZOS AZ MK                             135 03 30.4
 CS2218:UTM  14      -  BRAZOS AZ MK                             134 48 13.5
 CS2218
 CS2218|---------------------------------------------------------------------|
 CS2218| PID    Reference Object                     Distance      Geod. Az  |
 CS2218|                                                           dddmmss.s |
 CS2218| CS2216 BRAZOS AZ MK                                       1353253.8 |
 CS2218| CS2217 BRAZOS RM 1                          19.283 METERS 17957     |
 CS2218| CS2219 BRAZOS RM 2                          18.765 METERS 28737     |
 CS2218|---------------------------------------------------------------------|
 CS2218
 CS2218                          SUPERSEDED SURVEY CONTROL
 CS2218
 CS2218  NAD 83(1986)-  32 10 12.79694(N)    097 36 06.64022(W) AD(       ) 2
 CS2218  NAD 27      -  32 10 12.27000(N)    097 36 05.55500(W) AD(       ) 2
 CS2218  NGVD 29 (??/??/92)  217.804  (m)          714.58   (f) ADJ UNCH    2 0
 CS2218
 CS2218.Superseded values are not recommended for survey control.
 CS2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2218.See file dsdata.txt to determine how the superseded data were derived.
 CS2218
 CS2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA3182460160(NAD 83)
 CS2218_MARKER: DS = TRIANGULATION STATION DISK
 CS2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2218_STAMPING: BRAZOS 1944
 CS2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2218+STABILITY: SURFACE MOTION
 CS2218
 CS2218  HISTORY     - Date     Condition        Report By
 CS2218  HISTORY     - 1944     MONUMENTED       CGS
 CS2218  HISTORY     - 1944     GOOD             CGS
 CS2218  HISTORY     - 1966     GOOD             USGS
 CS2218  HISTORY     - 1977     GOOD             NGS
 CS2218  HISTORY     - 20010317 GOOD             USPSQD
 CS2218
 CS2218                          STATION DESCRIPTION
 CS2218
 CS2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS2218'STATION IS LOCATED ABOUT 9.0 MILES NW OF KOPPERL, 3.0 MILES
 CS2218'E OF EULOGY, 1.5 MILES SE OF BRAZOS POINT, ON THE HIGH POINT
 CS2218'OF A BARE RIDGE IN AN OPEN PASTURE FIELD, AND ABOUT 0.1
 CS2218'MILE E OF THE N-S GRADED DIRT ROAD.  IT IS STAMPED BRAZOS
 CS2218'1944 AND PROJECTS ABOUT 6 INCHES.
 CS2218'
 CS2218'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS2218'DISKS SET IN CONCRETE.
 CS2218'
 CS2218'REFERENCE MARK 1 IS S OF THE STATION, SET IN THE OPEN PASTURE
 CS2218'FIELD.  IT IS STAMPED BRAZOS NO 1 1944 AND PROJECTS ABOUT 6
 CS2218'INCHES.
 CS2218'
 CS2218'REFERENCE MARK 2 IS WNW OF THE STATION, SET IN THE OPEN
 CS2218'PASTURE FIELD.  IT IS STAMPED BRAZOS NO 2 1944 AND PROJECTS ABOUT
 CS2218'8 INCHES.
 CS2218'
 CS2218'AZIMUTH MARK IS ABOUT 0.7 MILE S OF THE STATION, 25 FEET
 CS2218'E OF THE GRADED DIRT ROAD, 3 FEET NNW OF AN OLD TREE STUMP,
 CS2218'12 FEET N OF THE CENTER OF A BOARD GATE, AND 1 FOOT E OF THE
 CS2218'N-S FENCE LINE.  IT IS STAMPED BRAZOS 1944 AND PROJECTS ABOUT
 CS2218'6 INCHES.  TO REACH FROM THE END OF TRUCK TRAVEL, CONTINUE
 CS2218'S ON GRADED DIRT ROAD FOR 0.7 MILE TO A BOARD GATE ON THE
 CS2218'LEFT AND MARK.
 CS2218'
 CS2218'TO REACH THE STATION FROM THE T-INTERSECTION AT THE CONOCO
 CS2218'SERVICE STATION AND STORE IN THE SMALL SETTLEMENT OF BRAZOS
 CS2218'POINT, GO SE ON GRADED DIRT ROAD FOR 1.65 MILES TO THE TOP
 CS2218'OF THE GRADE AND THE END OF TRUCK TRAVEL.  FROM THIS POINT
 CS2218'PACK E ACROSS OPEN PASTURE TO THE STATION, ABOUT 500 FEET.
 CS2218'
 CS2218'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 CS2218'
 CS2218'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CS2218
 CS2218                          STATION RECOVERY (1944)
 CS2218
 CS2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 CS2218'1.6 MI SE FROM BRAZOS POINT.
 CS2218'1.6 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BRAZOS
 CS2218'POINT, 223 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND ON TOP OF
 CS2218'A SMALL PASTURE-LAND HILL.  A TRIANGULATION-STATION DISK, SET IN THE
 CS2218'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
 CS2218
 CS2218                          STATION RECOVERY (1966)
 CS2218
 CS2218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CS2218'STATION FOUND IN GOOD CONDITION.  TO REACH FROM THE T-INTERSECTION
 CS2218'IN BRAZOS POINT, GO SE ON FM HWY 54 FOR 1.6 MILES TO THE
 CS2218'TOP OF GRADE AND THE END OF TRUCK TRAVEL.  FROM THIS POINT
 CS2218'PACK E ACROSS OPEN PASTURE TO THE STATION ABOUT 500 FEET.
 CS2218'
 CS2218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MI. NW OF
 CS2218'KOPPERL
 CS2218
 CS2218                          STATION RECOVERY (1977)
 CS2218
 CS2218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CS2218'THE STATION MARK, REFERENCE MARKS NO.1 AND 2, AND THE AZIMUTH MARK
 CS2218'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CS2218'
 CS2218'THE DIRECTION TO THE REFERENCE MARKS WERE VERIFIED, BUT A DIFFERENCE
 CS2218'WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO.2.
 CS2218'
 CS2218'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS2218'
 CS2218'THE STATION IS LOCATED ON THE HIGHEST AND NEAR THE CENTER OF A GRASSY
 CS2218'COVERED KNOLL, THAT IS ABOUT 10-1/2 MILES NORTH OF MORGAN, 7 MILES
 CS2218'WEST-NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 174 AND FARM ROAD
 CS2218'56 AND 1-1/2 MILES EAST-SOUTHEAST OF BRAZOS POINT.
 CS2218'
 CS2218'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 174 AND
 CS2218'FARM ROAD 927 IN MORGAN.  GO NORTH ON STATE HIGHWAY 174 FOR 5.85
 CS2218'MILES TO THE JUNCTION OF FARM ROAD 56 ON THE LEFT.  TURN LEFT AND
 CS2218'GO WESTERLY ON FARM ROAD 56 FOR 6.45 MILES TO THE AZIMUTH MARK ON
 CS2218'THE RIGHT AND GATE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 CS2218'WESTERLY ON FARM ROAD 56 FOR 0.8 MILE TO STATION ON THE RIGHT.
 CS2218'
 CS2218'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS2218'POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED BRAZOS 1944.  IT
 CS2218'IS 255 FEET NORTH OF THE CENTER LINE OF ROAD, 202 FEET NORTH OF A
 CS2218'TELEPHONE POLE AND 205 FEET NORTH OF FENCE LINE AND METAL
 CS2218'WITNESS POST.
 CS2218'
 CS2218'REFERENCE MARK NO.1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS2218'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED BRAZOS NO
 CS2218'1 1944.  IT IS LOCATED ON THE SOUTHEAST EDGE OF KNOLL AND IS ABOUT
 CS2218'THE SAME ELEVATION AS THE STATION MARK.
 CS2218'
 CS2218'REFERENCE MARK NO.2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS2218'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED BRAZOS NO
 CS2218'2 1944.  IT IS LOCATED ON THE SOUTHWEST EDGE OF KNOLL AND IS ABOUT
 CS2218'1-FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 CS2218'
 CS2218'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS2218'POST, THAT PROJECTS ABOUT 10-INCHES AND IS STAMPED BRAZOS 1944.  IT
 CS2218'IS 67 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 20 FEET NORTH OF
 CS2218'THE WEST END OF GATE, 25 FEET NORTHWEST OF FENCE CORNER AND 18 FEET
 CS2218'WEST OF FENCE LINE AND METAL WITNESS POST.
 CS2218'
 CS2218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MORGAN 10-1/2
 CS2218'MILES N.
 CS2218
 CS2218                          STATION RECOVERY (2001)
 CS2218
 CS2218'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1495 ***********************************************************************
 AB1495  DESIGNATION -  BRAZOS
 AB1495  PID         -  AB1495
 AB1495  STATE/COUNTY-  TX/CAMERON
 AB1495  USGS QUAD   -  PORT ISABEL (1983)
 AB1495
 AB1495                         *CURRENT SURVEY CONTROL
 AB1495  ___________________________________________________________________
 AB1495* NAD 83(1993)-  26 04 30.26386(N)    097 09 51.80764(W)     ADJUSTED  
 AB1495* NAVD 88     -         0.69   (+/-2cm)       2.3    (feet)  VERTCON   
 AB1495  ___________________________________________________________________
 AB1495  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AB1495  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB1495
 AB1495  HORZ ORDER  -  SECOND
 AB1495  VERT ORDER  -  THIRD ? (See Below)
 AB1495
 AB1495.The horizontal coordinates were established by classical geodetic methods
 AB1495.and adjusted by the National Geodetic Survey in February 1996..
 AB1495
 AB1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1495.The vertical order pertains to the NGVD 29 superseded value.
 AB1495
 AB1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1495
 AB1495.The geoid height was determined by GEOID03.
 AB1495
 AB1495;                    North         East     Units Scale Factor Converg.
 AB1495;SPC TX S     - 5,045,956.952   433,633.770   MT  1.00002433   +0 36 23.0
 AB1495;SPC TX S     -16,554,943.77  1,422,680.13   sFT  1.00002433   +0 36 23.0
 AB1495;UTM  14      - 2,885,290.836   683,605.955   MT  1.00001625   +0 48 25.4
 AB1495
 AB1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1495!SPC TX S     -   1.00000325  x   1.00002433  =   1.00002758
 AB1495!UTM  14      -   1.00000325  x   1.00001625  =   1.00001950
 AB1495
 AB1495:                Primary Azimuth Mark                     Grid Az
 AB1495:SPC TX S     -  HUB 1 1970                               083 16 15.9
 AB1495:UTM  14      -  HUB 1 1970                               083 04 13.5
 AB1495
 AB1495|---------------------------------------------------------------------|
 AB1495| PID    Reference Object                     Distance      Geod. Az  |
 AB1495|                                                           dddmmss.s |
 AB1495| AB1511 HUB 1 1970                          APPROX. 0.6 KM 0835238.9 |
 AB1495| CS4309 BRAZOS RM 1                          32.760 METERS 11919     |
 AB1495| AB1492 WILSON                              APPROX. 5.2 KM 1693157.7 |
 AB1495| CV2796 PHOTO POINT                          44.028 METERS 18734     |
 AB1495| AB1504 PORT ISABEL TURNING BASIN TK        APPROX. 5.4 KM 2533417.8 |
 AB1495| AB1497 PORT ISABEL N TANK                  APPROX. 5.5 KM 2641340.0 |
 AB1495| AB1512 POINT ISABEL LIGHT HOUSE            APPROX. 4.3 KM 2735735.3 |
 AB1495| CS4310 BRAZOS RM 2                          29.921 METERS 29957     |
 AB1495|---------------------------------------------------------------------|
 AB1495
 AB1495                          SUPERSEDED SURVEY CONTROL
 AB1495
 AB1495  NAD 83(1986)-  26 04 30.27972(N)    097 09 51.76064(W) AD(       ) 2
 AB1495  NAD 27      -  26 04 28.99700(N)    097 09 50.86200(W) AD(       ) 2
 AB1495  NGVD 29 (07/19/86)    0.80   (m)            2.6    (f) LEVELING    3  
 AB1495
 AB1495.Superseded values are not recommended for survey control.
 AB1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1495.See file dsdata.txt to determine how the superseded data were derived.
 AB1495
 AB1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8360685291(NAD 83)
 AB1495_MARKER: DD = SURVEY DISK
 AB1495_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB1495_SP_SET: CONCRETE POST
 AB1495_STAMPING: BRAZOS 1939 1985
 AB1495_MARK LOGO: NGS   
 AB1495_PROJECTION: FLUSH
 AB1495_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1495+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 AB1495
 AB1495  HISTORY     - Date     Condition        Report By
 AB1495  HISTORY     - 1939     MONUMENTED       CGS
 AB1495  HISTORY     - 1939     GOOD             CGS
 AB1495  HISTORY     - 1949     GOOD             CGS
 AB1495  HISTORY     - 1958     GOOD             SHELL
 AB1495  HISTORY     - 1964     GOOD             CGS
 AB1495  HISTORY     - 1968     GOOD             CGS
 AB1495  HISTORY     - 1970     GOOD             NGS
 AB1495  HISTORY     - 1976     GOOD             NGS
 AB1495  HISTORY     - 1979     GOOD             NGS
 AB1495  HISTORY     - 1985     GOOD             NGS
 AB1495  HISTORY     - 19910427 GOOD             USPSQD
 AB1495  HISTORY     - 19910503 GOOD             NOS
 AB1495  HISTORY     - 19920406 GOOD             NOS
 AB1495  HISTORY     - 20040223 GOOD             USPSQD
 AB1495
 AB1495                          STATION DESCRIPTION
 AB1495
 AB1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1495'STATION BRAZOS IS LOCATED ON THE S END OF PADRE ISLAND NEAR
 AB1495'THE BRAZOS COAST GUARD STATION.  IT IS ABOUT 400 YARDS NE
 AB1495'OF THE BRAZOS SANTIAGO LIGHTHOUSE AND 208 FEET NNW OF THE
 AB1495'NEAREST COLUMN SUPPORTING THE COAST GUARD STATION.  IT IS
 AB1495'ABOUT 100 YARDS E OF W SHORE OF ISLAND ON PROPERTY OF THE
 AB1495'U.S. COAST GUARD.
 AB1495'
 AB1495'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE TOP
 AB1495'OF A 3-INCH GALVANIZED-IRON PIPE, 6 FEET LONG, EMBEDDED IN
 AB1495'CONCRETE AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1495'
 AB1495'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1495
 AB1495                          STATION RECOVERY (1939)
 AB1495
 AB1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 AB1495'RECOVERED IN GOOD CONDITION.
 AB1495
 AB1495                          STATION RECOVERY (1949)
 AB1495
 AB1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1495'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS--
 AB1495'
 AB1495'STATION IS LOCATED NEAR THE S END OF PADRE ISLAND, NEAR
 AB1495'THE PORT ISABEL COAST GUARD STATION.  TO REACH, CROSS LAGUNA
 AB1495'MADRE BY BOAT FROM PORT ISABEL TO PORT ISABEL COAST GUARD
 AB1495'BOATHOUSE, THEN E BY FOOT 1000 FEET TO BARRACKS, THEN N
 AB1495'ABOUT 300 FEET TO THE STATION, 208 FEET NNW OF THE NW COLUMN
 AB1495'AND IN LINE WITH THE W EDGE OF THE W ROW OF COLUMNS SUPPORTING
 AB1495'THE BARRACKS, IN A GRASS FLAT, JUST S OF A DIM TRAIL, 2
 AB1495'FEET S OF A 4- BY 4-INCH WOOD WITNESS POST.  STATION IS
 AB1495'A BRONZE STATION DISK STAMPED BRAZOS 1939 SCREWED TO THE
 AB1495'TOP OF A 3-INCH GALVANIZED PIPE EMBEDDED IN CONCRETE AND
 AB1495'PROJECTING 12 INCHES ABOVE GROUND.
 AB1495
 AB1495                          STATION RECOVERY (1958)
 AB1495
 AB1495'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB1495'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AB1495
 AB1495                          STATION RECOVERY (1964)
 AB1495
 AB1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 AB1495'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 AB1495'GENERALLY ADEQUATE.  THERE IS NOW A TOLL CAUSEWAY TO PADRE
 AB1495'ISLAND AND THE COAST GUARD STATION.  THERE IS A HEAVY WOOD
 AB1495'TRANSIT TOWER ABOUT 5 FT HIGH OVER STATION.
 AB1495
 AB1495                          STATION RECOVERY (1968)
 AB1495
 AB1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1495'STATION MARK RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AB1495'FOLLOWS--
 AB1495'
 AB1495'STATION IS LOCATED NEAR THE SOUTH END OF PADRE ISLAND ON THE
 AB1495'PROPERTY OF THE PORT ISABEL COAST GUARD STATION IN A FLAT
 AB1495'COVERED WITH HIGH GRASS.  STATION MARK IS 25.0 FEET SOUTH
 AB1495'OF THE SOUTH EDGE OF A DITCHS WEST END, 84.0 FEET NORTH
 AB1495'OF A WHITE PLANK FENCE, 207.0 FEET NORTH NORTHWEST OF THE
 AB1495'NORTHWEST CORNER OF THE OLD PART OF THE COAST GUARD STATION,
 AB1495'192.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL,
 AB1495'WHITE, CONCRETE BLOCK BUILDING.  ABOUT 450 FEET EAST OF THE
 AB1495'MHWL OF LAGUNA MADRE AND 2.0 FEET SOUTH OF A 4 X 4 INCH
 AB1495'WOOD WITNESS POST.
 AB1495'
 AB1495'STATION MARK IS STANDARD BRONZE DISK STAMPED BRAZOS 1939
 AB1495'SCREWED TO THE TOP OF A 3 INCH GALVANIZED IRON PIPE EMBEDED
 AB1495'IN CONCRETE WHICH PROJECTS 12 INCHES.  A FIVE FOOT WOODEN
 AB1495'O STAND, CONSTRUCTED OF 10 BY 10 INCH POSTS IS OVER THE
 AB1495'STATION.
 AB1495'
 AB1495'TO REACH THE STATION FROM THE POST OFFICE IN PORT ISABEL
 AB1495'GO EAST ON TEXAS PARK ROAD 100 ACROSS THE CAUSEWAY OVER LAGUNA
 AB1495'MADRE 2.8 MILES TO A Y INTERSECTION, KEEP RIGHT FOR 0.4 MILE
 AB1495'TO THE ENTRANCE OF THE PORT ISABEL COAST GUARD STATION ON
 AB1495'THE RIGHT, TURN RIGHT AND GO APPROXIMATELY 400 FEET TO A
 AB1495'CURVE IN PAVED ROAD AND STATION ON THE RIGHT AS DESCRIBED.
 AB1495
 AB1495                          STATION RECOVERY (1970)
 AB1495
 AB1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (AH)
 AB1495'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION WITH
 AB1495'THE FOLLOWING EXCEPTION, THE MARK IS NOW ABOUT 20 INCHES
 AB1495'BELOW THE SURFACE OF THE GROUND.  THE 1968 TO REACH BY J.K.W.
 AB1495'IS ADEQUATE.
 AB1495'
 AB1495'NO REFERENCE MARK ESTABLISHED.
 AB1495'
 AB1495'HEIGHT OF LIGHT ABOVE STATION MARK 9.0 FEET.
 AB1495'
 AB1495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PORT ISABEL
 AB1495'3.0 MILES EAST.
 AB1495
 AB1495                          STATION RECOVERY (1976)
 AB1495
 AB1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRL)
 AB1495'THE STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT IS
 AB1495'LOCATED AT THE SOUTH EDGE OF THE SEA RANCH MOTEL AND MARINA TRAILER
 AB1495'PARK, 208 FEET NORTH OF AND ON LINE WITH THE WEST SIDE OF THE OLD
 AB1495'COAST GUARD BUILDING, 106 FEET WEST-NORTHWEST OF THE NORTHWEST
 AB1495'CORNER OF THE SEWER DUMP PAD, 101 FEET SOUTHEAST OF THE SOUTHEAST
 AB1495'CORNER OF THE REST ROOM BUILDING, 85 FEET NORTH OF THE SOUTH
 AB1495'EAST-WEST FENCE OF THE TRAILER PARK AND IS 2 FEET BELOW THE GROUND
 AB1495'SURFACE.  THERE ARE TWO SMALL WHITE WITNESS POST 1 FOOT NORTH OF
 AB1495'THE STATION.
 AB1495'
 AB1495'TO REACH FROM THE EAST END OF THE BRIDGE OF STATE HIGHWAY 100 TO
 AB1495'SOUTH PADRE ISLAND, GO EAST FOR 0.3 MILE TO CROSS ROADS.  TURN RIGHT
 AB1495'AND GO SOUTH FOR 0.5 MILE TO THE SEA RANCH MOTEL AND MARINA TRAILER
 AB1495'PARK ON RIGHT AND STATION ON RIGHT.
 AB1495'
 AB1495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-3/4 MILES ESE OF
 AB1495'PORT ISABEL.
 AB1495
 AB1495                          STATION RECOVERY (1979)
 AB1495
 AB1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1495'STATION WAS NOT OCCUPIED.
 AB1495'
 AB1495'NO REFERENCE MARKS TO THIS STATION.
 AB1495'
 AB1495'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, THE MARK IS
 AB1495'ABOUT 20 INCHES BELOW THE SURFACE OF THE GROUND, IT IS 101 FEET
 AB1495'SOUTHEAST OF THE SOUTHEAST CORNER OF BATH AND WASH HOUSE, 84 FEET
 AB1495'NORTH OF A WOODEN FENCE ALONG THE SOUTH SIDE OF TRAILER PARK, 19
 AB1495'FEET EAST OF A TWIN PALM TREE, 20 FEET WEST OF A PALM TREE AND ABOUT
 AB1495'ONE FOOT SOUTH OF THE TWO PALM TREES, STATION IS IN A TRAVEL
 AB1495'TRAILER PARK, SEA RANCH MOTEL AND MARINA, STAMPED BRAZOS 1939, THE
 AB1495'1958, 1968 AND 1970 RECOVERY NOTES ARE ADEQUATE.
 AB1495'
 AB1495'TO REACH THE STATION FROM THE LIGHT HOUSE IN PORT ISABEL, GO EASTERLY
 AB1495'ON TEXAS PARK ROAD 100 FOR 2.5 MILES TO A CROSS STREET, (PARK ROAD
 AB1495'100 TURNS LEFT).  TURN RIGHT AND GO SOUTHERLY FOR 0.8 MILE TO A
 AB1495'MOTEL ON THE RIGHT.  TURN RIGHT INTO MOTEL SEA RANCH AND MARINA
 AB1495'AND BEAR LEFT SOUTH ALONG THE EAST SIDE OF MOTEL FOR 0.05 MILE TO
 AB1495'THE SECOND STREET IN TRAVEL TRAILER PARK BEAR RIGHT AND GO FOR
 AB1495'0.05 MILE TO STATION SITE ON THE RIGHT.
 AB1495'
 AB1495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MILES ESE
 AB1495'OF PORT ISABEL.
 AB1495
 AB1495                          STATION RECOVERY (1985)
 AB1495
 AB1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1495'THE STATION WAS RECOVERED AT THIS DATE.
 AB1495'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION. A
 AB1495'SURFACE MARK WAS SET AT THIS TIME, HOLDING THE PRECISE UNDERGROUND
 AB1495'POINT. THERE WAS NEVER ANY REFERENCE MARKS, SO TWO WERE ESTABLISHED
 AB1495'AT THIS TIME. THE DIRECTION TO PORT ISABEL LIGHT HOUSE AND THE TWO
 AB1495'WATER TANKS IN PORT ISABEL COMPARED WITH THE 1939 DATA, PROVING
 AB1495'THAT THE STATION HAS NOT MOVED. A NEW DESCRIPTION FOLLOWS.
 AB1495'
 AB1495'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 AB1495'EAST OF OF THE SHORE AT PORT ISABEL, 3.0 KM (1.9 MI) NORTHEAST FROM
 AB1495'THE NORTHWEST TIP OF CLARK ISLAND, 1.0 KM (0.6 MI) NORTH OF THE
 AB1495'BROWNSVILLE SHIP CHANNEL AND ON SOUTH PADRE ISLAND.
 AB1495'OWNERSHIP--CAMERON COUNTY PARKS DEPARTMENT, PARKS DIRECTOR MICHAEL
 AB1495'A REWWSAAT, ISLA BLANCA PARK, POST OFFICE BOX 2106, SOUTH PADRE
 AB1495'ISLAND TX 78597, PHONE 512-943-5493.
 AB1495'
 AB1495'TO REACH THE STATION FROM THE EAST END OF THE NEW CAUSEWAY BRIDGE
 AB1495'CONNECTING PORT ISABEL AND SOUTH PADRE ISLAND, GO EAST ON STATE
 AB1495'ROAD 100 FOR 0.6 KM (0.35 MI) TO A CROSSROAD. TURN RIGHT, SOUTHEAST
 AB1495'ON PAVED ROAD FOR 1.1 KM (0.7 MI) TO A PAVED LANE RIGHT ON THE
 AB1495'NORTH SIDE OF THE COUNTY PARK OFFICE BUILDING (SAME ROAD LEADS TO
 AB1495'COAST GUARD STATION). TURN RIGHT, WESTERLY FOR 20 METERS (65 FT),
 AB1495'THEN TURN RIGHT INTO PARK, THEN LEFT ON THE PAVED ROAD IN THE
 AB1495'TRAILER PARK AND GO FOR 0.1 KM (0.05 MI) TO A ROAD RIGHT AND
 AB1495'STATION JUST AHEAD ON RIGHT IN THE GRASS.
 AB1495'
 AB1495'THE STATION IS A STANDARD NGS DISK
 AB1495'STAMPED---BRAZOS 1939 1985---,
 AB1495'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1495'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1495'34.7 METERS (114 FT) WEST-NORTHWEST FROM A WITNESS POST,
 AB1495'30.8 METERS (101 FT) EAST-SOUTHEAST FROM A WITNESS POST,
 AB1495'11.3 METERS (37 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OA A
 AB1495'PAVED STREET AND
 AB1495'7.3 METERS (24 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A PAVED
 AB1495'STREET.
 AB1495'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AB1495'STAMPED---BRAZOS 1939---,
 AB1495'SET INTO AN IRREGULAR MASS OF CONCRETE 0.5 METER BELOW THE SURFACE.
 AB1495'
 AB1495'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AB1495'STAMPED---BRAZOS 1939 NO 1 1985---,
 AB1495'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1495'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1495'18.6 METERS (61 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 AB1495'PAVED STREET,
 AB1495'2.1 METERS (6.8 FT) WEST FROM A POWER POLE WITH A BOX ON IT,
 AB1495'1.83 METERS (6.0 FT) NORTH-NORTHWEST FROM A WITNESS POST IN THE
 AB1495'FENCE LINE AND
 AB1495'1.8 METERS (5.8 FT) NORTHWEST FROM A WOODEN PLANK FENCE.
 AB1495'MARK IS LEVEL WITH THE STATION.
 AB1495'
 AB1495'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AB1495'STAMPED---BRAZOS 1939 NO 2 1985---,
 AB1495'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1495'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1495'16.2 METERS (53.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 AB1495'PAVED ROAD,
 AB1495'0.91 METER (3.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 AB1495'CINDER BLOCK BATHHOUSE AND
 AB1495'0.85 METER (2.8 FT) NORTHEAST FROM A WITNESS POST.
 AB1495'MARK IS LEVEL WITH THE STATION.
 AB1495'
 AB1495'HEIGHT OF LIGHT SHOWN WAS 3.0 METERS ABOVE THE MARK.
 AB1495'
 AB1495'NO AZIMUTH MARK WAS ESTABLISHED. STATIONS GERI OR CLARK USE 1950
 AB1495'WILL SERVE.
 AB1495'
 AB1495'DESCRIBED BY J. N. LEONHARDT.
 AB1495
 AB1495                          STATION RECOVERY (1991)
 AB1495
 AB1495'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1495'RECOVERED IN GOOD CONDITION.
 AB1495
 AB1495                          STATION RECOVERY (1991)
 AB1495
 AB1495'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AB1495'THE STATION IS LOCATED ABOUT 2.3 MI (3.70 KM) EAST OF THE SHORE AT
 AB1495'PORT ISABEL 1.9 MI (3.06 KM) NE FROM THE NW TIP OF CLARK ISLAND, 0.6
 AB1495'MI (0.97 KM) N OF THE BROWNSVILLE SHIP CHANNEL AND ON SOUTH PADRE
 AB1495'ISLAND. THE LAND IS OWNED BY CAMERON COUNTY PARKS DEPT, ISLA BLANCA
 AB1495'PARK. TO REACH THE STATION FROM THE EAST END OF THE NEW CAUSWAY BRIDGE
 AB1495'CONNECTING PORT ISABEL AND SOUTH PADRE ISLAND HEAD EAST ON STATE ROAD
 AB1495'100 FOR 0.35 MI (0.56 KM) TO A CROSSROAD TURN RIGHT SE, ON PAVED ROAD
 AB1495'FOR 0.7 MI (1.13 KM) TO A PAVED LANE RIGHT ON THE NORTH SIDE OF THE
 AB1495'COUNTY PARK OFFICE BLD, (SAME ROAD LEADS TO COAST GUARD STATION). TURN
 AB1495'RIGHT WEST, FOR 65 FT (19.81 M) THEN TURN RIGHT INTO CAMP GROUND , AND
 AB1495'LEFT ON THE PAVED CAMPGROUND ROAD FOR 0.05 MI (0.08 KM) TO A GRAVEL
 AB1495'ROAD RIGHT. STATION IS AHEAD ON THE RIGHT IN THE GRASS. THE STATION IS
 AB1495'A STANDARD NGS DISK STAMPED BRAZOS 1939 1985 SET INTO THE TOP OF A
 AB1495'ROUND CONCRETE MONUMENT 30 CM IN DIA FLUSH WITH THE GROUND. STATION IS
 AB1495'LOCATED 114 FT (34.75 M) WEST NORTH WEST FROM A WITNESS POST 101 FT
 AB1495'(30.78 M) EAST SOUTH EAST FROM A WITNESS POST, 323 FT (98.45 M) SOUTH
 AB1495'WEST FROM THE CENTERLINE OF A GRAVEL CAMPGROUND ROAD AND 24 FT (7.32
 AB1495'M) NORTHWEST FROM THE CENTERLINE OF A PAVED CAMPGROUND ROAD. REFERENCE
 AB1495'MARK NO 1 IS A STANDARD NGS DISK STAMPED BRAZOS NO 1 1985 SET INTO THE
 AB1495'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND,6 .8 FT (0.24
 AB1495'M) WEST FROM A POWER POLE WITH A BOX ON IT 6 FT (1.83 M) NORTH
 AB1495'NORTHWEST FROM A WITNESS POST AND 13 FT (3.96 M)  NORTH OF THE NORTH
 AB1495'EDGE OF A PARKING LOT ENTRANCE.
 AB1495
 AB1495                          STATION RECOVERY (1992)
 AB1495
 AB1495'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AB1495'RECOVERED IN GOOD CONDITION.
 AB1495
 AB1495                          STATION RECOVERY (2004)
 AB1495
 AB1495'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1028 ***********************************************************************
 CT1028  DESIGNATION -  BRAZOS
 CT1028  PID         -  CT1028
 CT1028  STATE/COUNTY-  TX/PALO PINTO
 CT1028  USGS QUAD   -  COVE CREEK (1981)
 CT1028
 CT1028                         *CURRENT SURVEY CONTROL
 CT1028  ___________________________________________________________________
 CT1028* NAD 83(1993)-  32 54 23.69191(N)    098 30 13.55993(W)     ADJUSTED  
 CT1028* NAVD 88     -       423.2    (meters)    1388.     (feet)  VERTCON   
 CT1028  ___________________________________________________________________
 CT1028  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 CT1028  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CT1028
 CT1028  HORZ ORDER  -  THIRD
 CT1028
 CT1028.The horizontal coordinates were established by classical geodetic methods
 CT1028.and adjusted by the National Geodetic Survey in February 1996..
 CT1028
 CT1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1028
 CT1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1028
 CT1028.The geoid height was determined by GEOID03.
 CT1028
 CT1028;                    North         East     Units Scale Factor Converg.
 CT1028;SPC TXNC     - 2,137,493.713   599,647.668   MT  0.99987581   -0 00 07.4
 CT1028;SPC TXNC     - 7,012,760.62  1,967,344.06   sFT  0.99987581   -0 00 07.4
 CT1028;UTM  14      - 3,641,039.766   546,405.082   MT  0.99962655   +0 16 10.5
 CT1028
 CT1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1028!SPC TXNC     -   0.99993816  x   0.99987581  =   0.99981398
 CT1028!UTM  14      -   0.99993816  x   0.99962655  =   0.99956474
 CT1028
 CT1028:                Primary Azimuth Mark                     Grid Az
 CT1028:SPC TXNC     -  MCADAMS                                  100 22 25.7
 CT1028:UTM  14      -  MCADAMS                                  100 06 07.8
 CT1028
 CT1028|---------------------------------------------------------------------|
 CT1028| PID    Reference Object                     Distance      Geod. Az  |
 CT1028|                                                           dddmmss.s |
 CT1028| CT0995 MCADAMS                             APPROX. 7.7 KM 1002218.3 |
 CT1028|---------------------------------------------------------------------|
 CT1028
 CT1028                          SUPERSEDED SURVEY CONTROL
 CT1028
 CT1028  NAD 83(1993)-  32 54 23.69223(N)    098 30 13.55181(W) AD(       ) 3
 CT1028  NAD 83(1986)-  32 54 23.69886(N)    098 30 13.54487(W) AD(       ) 3
 CT1028  NAD 27      -  32 54 23.26134(N)    098 30 12.34793(W) AD(       ) 3
 CT1028  NGVD 29 (07/19/86)  423.1    (m)         1388.     (f) VERT ANG       
 CT1028
 CT1028.Superseded values are not recommended for survey control.
 CT1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1028.See file dsdata.txt to determine how the superseded data were derived.
 CT1028
 CT1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB4640541040(NAD 83)
 CT1028_MARKER: DD = SURVEY DISK
 CT1028_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CT1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1028
 CT1028  HISTORY     - Date     Condition        Report By
 CT1028  HISTORY     - 1958     MONUMENTED       USGS
 CT1028  HISTORY     - 1967     GOOD             USGS
 CT1028
 CT1028                          STATION DESCRIPTION
 CT1028
 CT1028'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT1028'STATION LOCATED ABOUT 24.3 MI. (AIRLINE) NE. OF BRECKENRIDGE, STEPHENS
 CT1028'COUNTY, TEXAS, ABOUT 14 MI. (AIRLINE) S-SW. OF GRAFORD, TEXAS, ABOUT
 CT1028'2.2 MI. (AIRLINE) W. OF COSTELLO ISLAND AND ABOUT 200 FT. S. OF THE
 CT1028'N. END OF A HIGH RIDGE NW. OF AND OVERLOOKING POSSUM KINGDOM LAKE.
 CT1028'
 CT1028'TO REACH THE STATION FROM BRECKENRIDGE, JUNCTION OF U.S. HIGHWAY 180
 CT1028'AND STATE HIGHWAY 67, ABOUT 2.5 MI. E. OF BRECKENRIDGE, PROCEED NW.
 CT1028'10.6 MI. ON TEXAS HIGHWAY 67, TURN RIGHT ON FARM ROAD 1148 AND
 CT1028'CONTINUE 9.1 MI. E-NE. TO JUNCTION FARM ROADS 1148 AND 1287, TURN
 CT1028'RIGHT AND GO 1.2 MI. (PAST END OF BLACK TOP) TO RD. FORK ON GRAVEL
 CT1028'RD., TURN LEFT AND CONTINUE IN AN EASTERLY DIRECTION ON MAIN TRAVELED
 CT1028'RD. 5.1 MI. TO RD. BEND TO THE RIGHT AROUND A POINT OF POSSUM KINGDOM
 CT1028'LAKE, TAKE DIM RD. LEFT AND GO THROUGH THE EASTERNMOST ONE OF TWO WIRE
 CT1028'GATES.  FOLLOW DIM FIELD RD. W., N., AND NE. TO SMALL STOCK POND ON
 CT1028'TOP OF LOW RIDGE, LEAVE TRUCK HERE AND WALK N. TO TOP OF HIGHER RIDGE
 CT1028'AND STATION, ABOUT A 15-MINUTE PACK.
 CT1028'
 CT1028'STATION MARK --BRAZOS, 1958-- IS IN THE PROXIMITY OF THE 1924 STATION
 CT1028'MARK WHICH IS ABANDONED AND PROBABLY DESTROYED.
 CT1028'
 CT1028'STATION MARK--STANDARD USGS TABLET IN CONCRETE LEVEL WITH SURROUNDING
 CT1028'GROUND, STAMPED ---BRAZOS, 1958---.  INSCRIBED IN CEMENT ---BRAZOS,
 CT1028'1924---.
 CT1028
 CT1028                          STATION RECOVERY (1967)
 CT1028
 CT1028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CT1028'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0933 ***********************************************************************
 DO0933  DESIGNATION -  BRAZOS
 DO0933  PID         -  DO0933
 DO0933  STATE/COUNTY-  TX/KNOX
 DO0933  USGS QUAD   -  BENJAMIN (1967)
 DO0933
 DO0933                         *CURRENT SURVEY CONTROL
 DO0933  ___________________________________________________________________
 DO0933* NAD 83(1993)-  33 30 49.93612(N)    099 48 03.32870(W)     ADJUSTED  
 DO0933* NAVD 88     -       445.7    (meters)    1462.     (feet)  VERTCON   
 DO0933  ___________________________________________________________________
 DO0933  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DO0933  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DO0933
 DO0933  HORZ ORDER  -  FIRST
 DO0933
 DO0933.The horizontal coordinates were established by classical geodetic methods
 DO0933.and adjusted by the National Geodetic Survey in February 1996..
 DO0933
 DO0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0933
 DO0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0933
 DO0933.The geoid height was determined by GEOID03.
 DO0933
 DO0933;                    North         East     Units Scale Factor Converg.
 DO0933;SPC TXNC     - 2,205,587.436   479,148.620   MT  0.99990507   -0 42 34.3
 DO0933;SPC TXNC     - 7,236,164.78  1,572,006.76   sFT  0.99990507   -0 42 34.3
 DO0933;UTM  14      - 3,708,544.167   425,616.729   MT  0.99966821   -0 26 32.1
 DO0933
 DO0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0933!SPC TXNC     -   0.99993448  x   0.99990507  =   0.99983956
 DO0933!UTM  14      -   0.99993448  x   0.99966821  =   0.99960271
 DO0933
 DO0933|---------------------------------------------------------------------|
 DO0933| PID    Reference Object                     Distance      Geod. Az  |
 DO0933|                                                           dddmmss.s |
 DO0933| DO0932 LEAGUE ET USGS 1966 RM 2              9.005 METERS 02314     |
 DO0933| CX7654 BRAZOS RM 2                                        1831301.6 |
 DO0933| CX7653 BRAZOS RM 1                          19.689 METERS 26238     |
 DO0933|---------------------------------------------------------------------|
 DO0933
 DO0933                          SUPERSEDED SURVEY CONTROL
 DO0933
 DO0933  NAD 83(1993)-  33 30 49.93793(N)    099 48 03.32939(W) AD(       ) 1
 DO0933  NAD 83(1986)-  33 30 49.94297(N)    099 48 03.32019(W) AD(       ) 1
 DO0933  NAD 27      -  33 30 49.60510(N)    099 48 01.99497(W) AD(       ) 1
 DO0933  NGVD 29 (07/19/86)  445.6    (m)         1462.     (f) VERT ANG       
 DO0933
 DO0933.Superseded values are not recommended for survey control.
 DO0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0933.See file dsdata.txt to determine how the superseded data were derived.
 DO0933
 DO0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2561708544(NAD 83)
 DO0933_MARKER: DS = TRIANGULATION STATION DISK
 DO0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0933
 DO0933  HISTORY     - Date     Condition        Report By
 DO0933  HISTORY     - 1974     MONUMENTED       NGS
 DO0933
 DO0933                          STATION DESCRIPTION
 DO0933
 DO0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0933'THE STATION IS ABOUT 11 MILES NORTHWEST OF MUNDAY, 6 MILES NORTH
 DO0933'OF KNOX CITY, 5 MILES SOUTH OF BENJAMIN, 1/2 MILE WEST OF STATE
 DO0933'HIGHWAY 283 ON A LOW CLAY RIDGE ABOUT 1/2 MILE NORTH OF THE BRAZOS
 DO0933'RIVER.  IT IS ON PROPERTY OWNED BY THE LEAGUE RANCH.  GENERAL
 DO0933'MANAGER, MR. STANTON BROWN, LEAGUE RANCH, BOX 235, BENJAMIN,
 DO0933'TEXAS 79505.  PHONE NUMBER 817-454-2742.
 DO0933'
 DO0933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DO0933'STATE HIGHWAY 283 IN BENJAMIN, GO SOUTH ON STATE HIGHWAY 283 FOR
 DO0933'3.1 MILE TO A SIDE ROAD LEFT, THE ENTRANCE TO THE LEAGUE RANCH
 DO0933'HEADQUARTERS.  CONTINUE SOUTH ON STATE HIGHWAY 283 FOR 0.45 MILE
 DO0933'TO A WIRE GATE ON THE RIGHT.  (TO REACH REFERENCE MARK 2 FROM
 DO0933'HERE CONTINUE SOUTHERLY ON HIGHWAY 283 FOR 2.0 MILES TO BRIDGE
 DO0933'OVER THE BRAZOS RIVER AND THE MARK IS SET IN THE NORTHWEST
 DO0933'CORNER OF BRIDGE, AS DESCRIBED.) TURN RIGHT PASSING THROUGH
 DO0933'GATE AND GO WESTERLY FOLLOWING FIELD ROAD FOR 1.4 MILES TO WHERE
 DO0933'ROAD TURNS SOUTH AWAY FROM FENCE, GO SOUTH ON FIELD ROAD THE
 DO0933'ROAD IS WASHED OUT IN DIFFERENT PLACES PICK WAY THROUGH WASHED
 DO0933'OUT ROAD FOR 1.4 MILES TO STATION ON THE LEFT.
 DO0933'
 DO0933'STATION MARKS ARE STANDARD DISKS STAMPED BRAZOS 1974.  THE
 DO0933'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0933'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 72 FEET EAST
 DO0933'OF CUT BANK, 38 FEET WEST OF CUT BANK, 29 FEET EAST OF THE
 DO0933'APPROXIMATE CENTER OF TRACK ROAD AND 13 FEET WEST OF METAL
 DO0933'WITNESS POST WITH SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN
 DO0933'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 DO0933'GROUND SURFACE.
 DO0933'
 DO0933'REFERENCE MARK 1, A STANDARD DISK STAMPED BRAZOS NO 1 1974, IS SET
 DO0933'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 DO0933'FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET WEST OF A METAL
 DO0933'WITNESS POST WITH SIGN ATTACHED.
 DO0933'
 DO0933'LEAGUE ET RM 2 USGS, A STANDARD U.S. GEOLOGICAL REFERENCE MARK DISK
 DO0933'STAMPED LEAGUE ET NO 2 1966, IS CLAMPED TO THE TOP OF A COPPER
 DO0933'WELROD THAT IS SET IN THE TOP OF A 6-INCH PIPE THAT IS FILLED WITH
 DO0933'GRAVEL THAT PROJECTS 1 INCH ABOVE GROUND SURFACE.  IT IS 36
 DO0933'FEET EAST OF THE APPROXIMATE CENTER OF TRACK ROAD, 25 FEET WEST
 DO0933'OF CUT BANK AND 6 FEET SOUTH OF A SMALL TREE.
 DO0933'
 DO0933'REFERENCE MARK 2, A STANDARD DISK STAMPED BRAZOS NO 2 1974, IS SET
 DO0933'FLUSH IN DRILL HOLE IN THE NORTHWEST ABUTMENT OF BRIDGE OVER THE
 DO0933'BRAZOS RIVER.  IT IS 18 FEET WEST OF THE APPROXIMATE CENTER OF
 DO0933'HIGHWAY, 2.5 FEET EAST OF SIGN BRAZOS RIVER AND 3 FEET WEST OF
 DO0933'THE WEST EDGE OF BRIDGE.
 DO0933'
 DO0933'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0416 ***********************************************************************
 AM0416  DESIGNATION -  BRAZOS 1852
 AM0416  PID         -  AM0416
 AM0416  STATE/COUNTY-  TX/BRAZORIA
 AM0416  USGS QUAD   -  FREEPORT (1974)
 AM0416
 AM0416                         *CURRENT SURVEY CONTROL
 AM0416  ___________________________________________________________________
 AM0416* NAD 83(1993)-  28 57 30.86345(N)    095 21 01.16597(W)     ADJUSTED  
 AM0416* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0416  ___________________________________________________________________
 AM0416  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AM0416  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0416
 AM0416  HORZ ORDER  -  THIRD
 AM0416
 AM0416.The horizontal coordinates were established by classical geodetic methods
 AM0416.and adjusted by the National Geodetic Survey in February 1996..
 AM0416.No horizontal observational check was made to the station.
 AM0416
 AM0416.The orthometric height was scaled from a topographic map.
 AM0416
 AM0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0416
 AM0416.The geoid height was determined by GEOID03.
 AM0416
 AM0416;                    North         East     Units Scale Factor Converg.
 AM0416;SPC TXSC     - 4,130,257.252   955,663.394   MT  0.99988467   +1 47 16.9
 AM0416;SPC TXSC     -13,550,685.67  3,135,372.32   sFT  0.99988467   +1 47 16.9
 AM0416;UTM  15      - 3,205,671.304   270,953.028   MT  1.00024745   -1 08 18.5
 AM0416
 AM0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0416!SPC TXSC     -   1.00000400  x   0.99988467  =   0.99988866
 AM0416!UTM  15      -   1.00000400  x   1.00024745  =   1.00025145
 AM0416
 AM0416|---------------------------------------------------------------------|
 AM0416| PID    Reference Object                     Distance      Geod. Az  |
 AM0416|                                                           dddmmss.s |
 AM0416| AM0412 MIDWAY                              167.135 METERS 01618     |
 AM0416| AM0430 E FREEPORT STAFFORD CHEM CO TK      APPROX. 1.7 KM 1285927.2 |
 AM0416| AM0415 FREEPORT MUNICIPAL TANK             APPROX. 0.8 KM 2051123.0 |
 AM0416| AM0413 VELASCO MUNICIPAL TANK              APPROX. 2.1 KM 3081617.2 |
 AM0416|---------------------------------------------------------------------|
 AM0416
 AM0416                          SUPERSEDED SURVEY CONTROL
 AM0416
 AM0416  NAD 83(1986)-  28 57 30.87287(N)    095 21 01.14524(W) AD(       ) 3
 AM0416  NAD 27      -  28 57 29.98230(N)    095 21 00.36200(W) AD(       ) 3
 AM0416
 AM0416.Superseded values are not recommended for survey control.
 AM0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0416.See file dsdata.txt to determine how the superseded data were derived.
 AM0416
 AM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7095305671(NAD 83)
 AM0416_MARKER: Z = SEE DESCRIPTION
 AM0416_SETTING: 0 = UNSPECIFIED SETTING
 AM0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0416
 AM0416  HISTORY     - Date     Condition        Report By
 AM0416  HISTORY     - 1852     MONUMENTED       CGS
 AM0416  HISTORY     - 1957     SEE DESCRIPTION  DOWCO
 AM0416  HISTORY     - 1963     GOOD             CGS
 AM0416  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0416
 AM0416                          STATION DESCRIPTION
 AM0416
 AM0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1852 (JSW)
 AM0416'IN THE PRAIRIE, 250 METERS FROM THE N BANK OF THE BRAZOS
 AM0416'RIVER, 170 METERS FROM THE HOUSTON AND BRAZOS VALLEY RAILROAD
 AM0416'TRACK, AND A SHORT DISTANCE N OF THE ROUNDHOUSE AT VELASCO.
 AM0416'THE THIRD TELEPHONE POLE STUMP E OF THE RAILROAD IS 18.08
 AM0416'METERS S OF THE STATION.
 AM0416'
 AM0416'STATION IS MARKED BY AN EARTHENWARE CONE BURIED 3 FEET BELOW
 AM0416'THE SURFACE OF THE GROUND, ABOVE WHICH IS A 4- BY 4-INCH
 AM0416'SCANTLING 1 FOOT LONG.
 AM0416'
 AM0416'THERE ARE THREE STONE BLOCKS PROJECTING 4 INCHES ABOVE THE
 AM0416'GROUND, EACH 3 FEET DISTANT, TO THE N, S, AND E, RESPECTIVELY,
 AM0416'OF THE STATION.
 AM0416
 AM0416                          STATION RECOVERY (1957)
 AM0416
 AM0416'RECOVERY NOTE BY DOW CHEMICAL COMPANY 1957
 AM0416'STATION WAS RECOVERED AND REMARKED BY DOW CHEMICAL ENGINEERS
 AM0416'TO PRESERVE IT.
 AM0416'
 AM0416'THE STATION WAS CAREFULLY CENTERED AND STRADDLE STAKES
 AM0416'SET ON THE SURFACE.  ABOUT A SIX-INCH LAYER OF SAND WAS
 AM0416'PLACED ON TOP OF THE OLD STATION (EARTENWARE PIPE) AND THE
 AM0416'REMAINDER OF THE EXCAVATION, A CIRCULAR HOLE APPROXIMATELY
 AM0416'12-INCHES IN DIAMETER, WAS FILLED TO THE SURFACE OF THE GROUND
 AM0416'WITH CONCRETE IN WHICH WAS SET A BRONZE PLATE 3-1/2 IN BY
 AM0416'3-1/2 IN WITH ROUNDED CORNERS, A DOW TRIANGULATION MARKER
 AM0416'PLATE OR DISK WITH THE CENTER OF THE LETTER O IN THE WORD
 AM0416'DOW IN THE DIAMOND BEING CENTERED OVER THE OLD UNDERGROUND
 AM0416'MARK.  THE PLATE IS STAMPED U.S.C. AND G.S. BRAZOS 1852, R
 AM0416'1957.
 AM0416'
 AM0416'THE STATION IS ON PROPERTY OF THE HOUSTON AND BRAZOS VALLEY
 AM0416'RAILROAD (MISSOURI-PACIFIC), IN RELATION TO THE RAILROAD
 AM0416'AND OLD BRAZOS RIVER AS PREVIOUSLY DESCRIBED.  IT IS APPROXIMATELY
 AM0416'126 FEET WEST OF A NORTH AND SOUTH FENCE ALONG THE EAST EDGE
 AM0416'OF A ROUGH CONCRETE DRIVEWAY, ABOUT 420 FEET SOUTH OF THE
 AM0416'CENTER LINE OF COUNTY ROAD NO. 229 AND ALSO ABOUT 530 FEET
 AM0416'NORTH OF THE OLD SHELL ROAD TO SURFSIDE.  SITUATED GENERALLY
 AM0416'NORTH OF SOUTHERN MATERIALS COMPANYS PLANT, SITUATED ON THE
 AM0416'WESTERLY EDGE OF AN AREA USED BY SOUTHERN MATERIALS FOR
 AM0416'DUMPING WASTE CONCRETE FROM TRANSIT-MIX TRUCKS AND ALSO
 AM0416'APPROXIMATELY 50 FEET EASTERLY FROM THE EAST EDGE OF AN OLD
 AM0416'BORROW PIT.  THE TELEPHONE POLE STUMP IS NOW GONE.
 AM0416
 AM0416                          STATION RECOVERY (1963)
 AM0416
 AM0416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0416'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1957
 AM0416'RECOVERY NOTE BY DOW CHEMICAL CO.  THE THREE STONE BLOCKS,
 AM0416'EACH 3 FEET DISTANT, TO THE NORTH, SOUTH AND EAST, OF THE
 AM0416'STATION WERE ALSO REACHED.  THE STONE WITNESS BLOCKS ARE JUST
 AM0416'BELOW THE SURFACE AND APPARENTELY UNDISTURBED.
 AM0416'
 AM0416'TO REACH THE STATION FROM THE POST OFFICE IN VELASCO, GO
 AM0416'SOUTHEAST ON GULF BLVD. (FARM ROAD 532) FOR 0.85 MILES TO
 AM0416'INTERSECTION WITH VELASCO BLVD., CONTINUE STRAIGHT AHEAD GOING EAST
 AM0416'ON MAIN ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT GOING
 AM0416'SOUTH FOR APPROXIMATELY 0.1 MILE TO STATION AT RIGHT IN MARSHLAND.
 AM0416'
 AM0416'THE STATION IS MARKED BY ROUND CONCRETE POST 12-INCHES IN
 AM0416'DIAMETER IN WHICH IS SET A 3-1/2 BY 3-1/2 INCH DOW TRIANGULATION
 AM0416'MARKER PLATE WITH PUNCH MARK AT CENTER OF THE LETTER O AND
 AM0416'STAMPED BRAZOS USC AND GS 1852 1957 AND FLUSH WITH THE GROUND.
 AM0416
 AM0416                          STATION RECOVERY (2004)
 AM0416
 AM0416'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1232 ***********************************************************************
 CT1232  DESIGNATION -  BRAZOS 1888
 CT1232  PID         -  CT1232
 CT1232  STATE/COUNTY-  TX/PALO PINTO
 CT1232  USGS QUAD   -  COVE CREEK (1981)
 CT1232
 CT1232                         *CURRENT SURVEY CONTROL
 CT1232  ___________________________________________________________________
 CT1232* NAD 83(1993)-  32 54 23.70932(N)    098 30 13.56585(W)     ADJUSTED  
 CT1232* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 CT1232  ___________________________________________________________________
 CT1232  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 CT1232  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CT1232
 CT1232  HORZ ORDER  -  THIRD
 CT1232
 CT1232.The horizontal coordinates were established by classical geodetic methods
 CT1232.and adjusted by the National Geodetic Survey in February 1996..
 CT1232
 CT1232.The orthometric height was scaled from a topographic map.
 CT1232
 CT1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1232
 CT1232.The geoid height was determined by GEOID03.
 CT1232
 CT1232;                    North         East     Units Scale Factor Converg.
 CT1232;SPC TXNC     - 2,137,494.249   599,647.514   MT  0.99987581   -0 00 07.4
 CT1232;SPC TXNC     - 7,012,762.38  1,967,343.55   sFT  0.99987581   -0 00 07.4
 CT1232;UTM  14      - 3,641,040.302   546,404.926   MT  0.99962655   +0 16 10.5
 CT1232
 CT1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1232!SPC TXNC     -   0.99993818  x   0.99987581  =   0.99981400
 CT1232!UTM  14      -   0.99993818  x   0.99962655  =   0.99956475
 CT1232
 CT1232                          SUPERSEDED SURVEY CONTROL
 CT1232
 CT1232  NAD 83(1993)-  32 54 23.71187(N)    098 30 13.55839(W) AD(       ) 3
 CT1232  NAD 83(1986)-  32 54 23.71445(N)    098 30 13.55314(W) AD(       ) 3
 CT1232
 CT1232.Superseded values are not recommended for survey control.
 CT1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1232.See file dsdata.txt to determine how the superseded data were derived.
 CT1232
 CT1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB4640541040(NAD 83)
 CT1232_MARKER: DB = BENCH MARK DISK
 CT1232_SETTING: 0 = UNSPECIFIED SETTING
 CT1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1232
 CT1232  HISTORY     - Date     Condition        Report By
 CT1232  HISTORY     - 1923     MONUMENTED       USGS
 CT1232  HISTORY     - 1958     MARK NOT FOUND   USGS
 CT1232  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 CT1232
 CT1232                          STATION DESCRIPTION
 CT1232
 CT1232'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT1232'RECOVERED BY USGS IN 1923 AS FOLLOWS -- OLD MARK WAS FOUND AND BRONZE
 CT1232'BENCH MARK TABLET SET IN ITS PLACE.
 CT1232'
 CT1232'NOT RECOVERED AND REPORTED PROBABLY DESTROYED BY USGS IN 1958.
 CT1232
 CT1232                          STATION RECOVERY (2005)
 CT1232
 CT1232'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 CT1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2216 ***********************************************************************
 CS2216  DESIGNATION -  BRAZOS AZ MK
 CS2216  PID         -  CS2216
 CS2216  STATE/COUNTY-  TX/BOSQUE
 CS2216  USGS QUAD   -  BRAZOS POINT (1979)
 CS2216
 CS2216                         *CURRENT SURVEY CONTROL
 CS2216  ___________________________________________________________________
 CS2216* NAD 83(1986)-  32 09 45.     (N)    097 35 33.     (W)     SCALED    
 CS2216* NAVD 88     -       210.501  (meters)     690.62   (feet)  ADJUSTED  
 CS2216  ___________________________________________________________________
 CS2216  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS2216  DYNAMIC HT  -         210.243 (meters)     689.77  (feet)  COMP
 CS2216  MODELED GRAV-     979,408.0   (mgal)                       NAVD 88
 CS2216
 CS2216  VERT ORDER  -  SECOND    CLASS 0
 CS2216
 CS2216.The horizontal coordinates were scaled from a topographic map and have
 CS2216.an estimated accuracy of +/- 6 seconds.
 CS2216
 CS2216.The orthometric height was determined by differential leveling
 CS2216.and adjusted by the National Geodetic Survey in June 1991..
 CS2216
 CS2216.The geoid height was determined by GEOID03.
 CS2216
 CS2216.The dynamic height is computed by dividing the NAVD 88
 CS2216.geopotential number by the normal gravity value computed on the
 CS2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2216.degrees latitude (g = 980.6199 gals.).
 CS2216
 CS2216.The modeled gravity was interpolated from observed gravity values.
 CS2216
 CS2216;                    North         East    Units  Estimated Accuracy
 CS2216;SPC TX C     - 3,279,880.      958,530.      MT  (+/- 180 meters Scaled)
 CS2216
 CS2216                          SUPERSEDED SURVEY CONTROL
 CS2216
 CS2216  NGVD 29 (??/??/92)  210.476  (m)          690.54   (f) ADJ UNCH    2 0
 CS2216
 CS2216.Superseded values are not recommended for survey control.
 CS2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2216.See file dsdata.txt to determine how the superseded data were derived.
 CS2216
 CS2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA327593(NAD 83)
 CS2216_MARKER: DZ = AZIMUTH MARK DISK
 CS2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2216_STAMPING: BRAZOS 1944
 CS2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2216+STABILITY: SURFACE MOTION
 CS2216
 CS2216  HISTORY     - Date     Condition        Report By
 CS2216  HISTORY     - 1944     MONUMENTED       CGS
 CS2216  HISTORY     - 20010317 GOOD             USPSQD
 CS2216
 CS2216                          STATION DESCRIPTION
 CS2216
 CS2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CS2216'2.4 MI SE FROM BRAZOS POINT.
 CS2216'2.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BRAZOS
 CS2216'POINT, 0.8 MILE SOUTH OF BRAZOS TRIANGULATION STATION, AT A TRACK ROAD
 CS2216'LEADING NORTHEAST THROUGH A GATE, 25 FEET NORTHEAST OF THE CENTERLINE
 CS2216'OF THE MAIN ROAD, 11 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK
 CS2216'ROAD, AND 1.6 FEET NORTHEAST OF A FENCE LINE.  AN AZIMUTH-MARK DISK,
 CS2216'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 CS2216'GROUND.
 CS2216
 CS2216                          STATION RECOVERY (2001)
 CS2216
 CS2216'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5255 ***********************************************************************
 AH5255  DESIGNATION -  BRAZOS ELEC RDO MAST SEC
 AH5255  PID         -  AH5255
 AH5255  STATE/COUNTY-  TX/HOOD
 AH5255  USGS QUAD   -  GRANBURY (1979)
 AH5255
 AH5255                         *CURRENT SURVEY CONTROL
 AH5255  ___________________________________________________________________
 AH5255* NAD 83(1993)-  32 24 14.23741(N)    097 51 53.48370(W)     ADJUSTED  
 AH5255* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 AH5255  ___________________________________________________________________
 AH5255  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AH5255  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AH5255
 AH5255  HORZ ORDER  -  THIRD
 AH5255
 AH5255.The horizontal coordinates were established by classical geodetic methods
 AH5255.and adjusted by the National Geodetic Survey in July 1998..
 AH5255
 AH5255.The orthometric height was scaled from a topographic map.
 AH5255
 AH5255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5255
 AH5255.The geoid height was determined by GEOID03.
 AH5255
 AH5255;                    North         East     Units Scale Factor Converg.
 AH5255;SPC TXNC     - 2,081,939.501   659,747.890   MT  0.99993605   +0 20 47.1
 AH5255;SPC TXNC     - 6,830,496.51  2,164,522.87   sFT  0.99993605   +0 20 47.1
 AH5255;UTM  14      - 3,585,779.198   606,750.610   MT  0.99974052   +0 36 30.1
 AH5255
 AH5255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5255!SPC TXNC     -   0.99995669  x   0.99993605  =   0.99989274
 AH5255!UTM  14      -   0.99995669  x   0.99974052  =   0.99969722
 AH5255
 AH5255                          SUPERSEDED SURVEY CONTROL
 AH5255
 AH5255.No superseded survey control is available for this station.
 AH5255
 AH5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA0675185779(NAD 83)
 AH5255_MARKER: 42 = RADIO/TV MAST
 AH5255
 AH5255  HISTORY     - Date     Condition        Report By
 AH5255  HISTORY     - 1959     FIRST OBSERVED   USGS
 AH5255
 AH5255                          STATION DESCRIPTION
 AH5255
 AH5255'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5255'STATION IS LOCATED IN HOOD COUNTY, TEXAS.  ABOUT 3 MI. (AIRLINE) E.
 AH5255'AND 1.5 MI. N. OF TOLAR, ABOUT 4.5 MI. W. AND 3 MI. S. OF GRANBURY,
 AH5255'ABOUT 3/4 MI. SW. OF THE BRAZOS ELECTRIC POWER SUB-STATION.  AN
 AH5255'INTERSECTED STATION.
 AH5255'STATION MARK--A STEEL TOWER ALTERNATELY PAINTED RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0020 ***********************************************************************
 AM0020  DESIGNATION -  BRAZOS R 1852 1957
 AM0020  PID         -  AM0020
 AM0020  STATE/COUNTY-  TX/BRAZORIA
 AM0020  USGS QUAD   -  FREEPORT (1974)
 AM0020
 AM0020                         *CURRENT SURVEY CONTROL
 AM0020  ___________________________________________________________________
 AM0020* NAD 83(1986)-  28 57 31.     (N)    095 21 01.     (W)     SCALED    
 AM0020* NAVD 88     -         0.36   (+/-2cm)       1.2    (feet)  VERTCON   
 AM0020  ___________________________________________________________________
 AM0020  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0020
 AM0020  VERT ORDER  -  THIRD (See Below)
 AM0020
 AM0020.The horizontal coordinates were scaled from a topographic map and have
 AM0020.an estimated accuracy of +/- 6 seconds.
 AM0020
 AM0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0020.The vertical order pertains to the NGVD 29 superseded value.
 AM0020
 AM0020.The geoid height was determined by GEOID03.
 AM0020
 AM0020;                    North         East    Units  Estimated Accuracy
 AM0020;SPC TXSC     - 4,130,260.      955,670.      MT  (+/- 180 meters Scaled)
 AM0020
 AM0020                          SUPERSEDED SURVEY CONTROL
 AM0020
 AM0020  NGVD 29 (??/??/??)    0.39   (m)            1.3    (f) RESET       3  
 AM0020
 AM0020.Superseded values are not recommended for survey control.
 AM0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0020.See file dsdata.txt to determine how the superseded data were derived.
 AM0020
 AM0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN709056(NAD 83)
 AM0020_MARKER: DB = BENCH MARK DISK
 AM0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0020_SP_SET: CONCRETE POST
 AM0020_STAMPING: BRAZOS R 1852 1957 USC  GS
 AM0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0020+STABILITY: SURFACE MOTION
 AM0020
 AM0020  HISTORY     - Date     Condition        Report By
 AM0020  HISTORY     - 1957     MONUMENTED       CGS
 AM0020  HISTORY     - 1978     GOOD             NGS
 AM0020  HISTORY     - 1978     GOOD             NGS
 AM0020  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0020
 AM0020                          STATION DESCRIPTION
 AM0020
 AM0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0020'0.35 MI EAST FROM FREEPORT.
 AM0020'0.35 MILE EAST ALONG COUNTY ROAD 229 (SOUTH GULF BOULEVARD) FROM
 AM0020'THE JUNCTION OF VELASCO BOULEVARD AT FREEPORT, AT THE JUNCTION OF
 AM0020'A GRAVELED ROAD LEADING SOUTH, 429 FEET SOUTH OF THE CENTER OF
 AM0020'COUNTY ROAD 229, 105 FEET WEST OF THE CENTER OF A GRAVEL ROAD.
 AM0020
 AM0020                          STATION RECOVERY (1978)
 AM0020
 AM0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0020'0.35 MILE EAST ALONG COUNTY ROAD 229 (SOUTH GULF BOULEVARD) FROM
 AM0020'THE JUNCTION OF VELASCO BOULEVARD AT FREEPORT, AT THE JUNCTION OF
 AM0020'A GRAVELED ROAD LEADING SOUTH, 429 FEET SOUTH OF THE CENTER OF
 AM0020'COUNTY ROAD 229, 105 FEET WEST OF THE CENTER OF A GRAVEL ROAD.
 AM0020
 AM0020                          STATION RECOVERY (2004)
 AM0020
 AM0020'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0425 ***********************************************************************
 AM0425  DESIGNATION -  BRAZOS RIVER LIGHTHOUSE
 AM0425  PID         -  AM0425
 AM0425  STATE/COUNTY-  TX/BRAZORIA
 AM0425  USGS QUAD   -  FREEPORT (1974)
 AM0425
 AM0425                         *CURRENT SURVEY CONTROL
 AM0425  ___________________________________________________________________
 AM0425* NAD 83(1993)-  28 56 42.43632(N)    095 18 30.85627(W)     ADJUSTED  
 AM0425* NAVD 88     -                                                        
 AM0425  ___________________________________________________________________
 AM0425  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AM0425  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0425
 AM0425  HORZ ORDER  -  THIRD
 AM0425
 AM0425.The horizontal coordinates were established by classical geodetic methods
 AM0425.and adjusted by the National Geodetic Survey in February 1996..
 AM0425
 AM0425
 AM0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0425
 AM0425.The geoid height was determined by GEOID03.
 AM0425
 AM0425;                    North         East     Units Scale Factor Converg.
 AM0425;SPC TXSC     - 4,128,894.917   959,777.925   MT  0.99988623   +1 48 30.5
 AM0425;SPC TXSC     -13,546,216.07  3,148,871.41   sFT  0.99988623   +1 48 30.5
 AM0425;UTM  15      - 3,204,100.138   274,994.061   MT  1.00022480   -1 07 03.9
 AM0425
 AM0425                          SUPERSEDED SURVEY CONTROL
 AM0425
 AM0425  NAD 83(1986)-  28 56 42.44561(N)    095 18 30.83603(W) AD(       ) 4
 AM0425  NAD 27      -  28 56 41.55900(N)    095 18 30.05100(W) AD(       ) 3
 AM0425
 AM0425.Superseded values are not recommended for survey control.
 AM0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0425.See file dsdata.txt to determine how the superseded data were derived.
 AM0425
 AM0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7499404100(NAD 83)
 AM0425_MARKER: 13 = LIGHTHOUSE
 AM0425
 AM0425  HISTORY     - Date     Condition        Report By
 AM0425  HISTORY     - 1897     FIRST OBSERVED   CGS
 AM0425  HISTORY     - 1933     GOOD             CGS
 AM0425  HISTORY     - 1947     GOOD             CGS
 AM0425  HISTORY     - 1953     GOOD             CGS
 AM0425  HISTORY     - 1960     GOOD             CGS
 AM0425  HISTORY     - 1963     GOOD             CGS
 AM0425  HISTORY     - 1964     GOOD             CGS
 AM0425  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AM0425
 AM0425                          STATION DESCRIPTION
 AM0425
 AM0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AM0425'RECOVERED.
 AM0425
 AM0425                          STATION RECOVERY (1947)
 AM0425
 AM0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0425'STATION RECOVERED.  THERE IS NO PREVIOUS DESCRIPTION OF
 AM0425'THIS STATION, BUT THE PRESENT BRAZOS RIVER LIGHTHOUSE BUILT
 AM0425'IN 1896 WAS VERIFIED TO HAVE BEEN THE ONLY LIGHT IN THIS
 AM0425'VICINITY AND IT HAS NEVER BEEN MOVED ACCORDING TO LOCAL
 AM0425'INFORMATION.
 AM0425'
 AM0425'STATION IS A SQUARE, PYRAMIDAL, SKELETON STEEL TOWER ENCLOSING
 AM0425'A STAIR CYLINDER.  TOP OF STRUCTURE IS 103 FEET HIGH.
 AM0425
 AM0425                          STATION RECOVERY (1953)
 AM0425
 AM0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JPW)
 AM0425'STATION IS REACHED FROM VELASCO, JUNCTION OF FM 523 AND FM
 AM0425'1460, BY GOING SE ALONG FM 1460 TO A POINT 0.034 MI. NW
 AM0425'OF THE NW END OF A BRIDGE OVER OLD BRAZOS RIVER, WHICH
 AM0425'IS THE FIRST BRIDGE NW OF THE INTRACOASTAL PONTOON BRIDGE.
 AM0425'FROM A POINT 0.034 MI. NW OF THE BRIDGE, STATION IS 0.172 MI.
 AM0425'S 27 DEG E.
 AM0425
 AM0425                          STATION RECOVERY (1960)
 AM0425
 AM0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0425'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE
 AM0425'BY R.A.G. IN 1947 IS GOOD.
 AM0425
 AM0425                          STATION RECOVERY (1963)
 AM0425
 AM0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0425'THE STRUCTURE IS IN GOOD CONDITION AND WELL DESCRIBED IN
 AM0425'1947 DESCRIPTION BY R.A.G..
 AM0425
 AM0425                          STATION RECOVERY (1964)
 AM0425
 AM0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EKM)
 AM0425'RECOVERED AS DESCRIBED.
 AM0425
 AM0425                          STATION RECOVERY (1994)
 AM0425
 AM0425'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2217 ***********************************************************************
 CS2217  DESIGNATION -  BRAZOS RM 1
 CS2217  PID         -  CS2217
 CS2217  STATE/COUNTY-  TX/BOSQUE
 CS2217  USGS QUAD   -  BRAZOS POINT (1979)
 CS2217
 CS2217                         *CURRENT SURVEY CONTROL
 CS2217  ___________________________________________________________________
 CS2217* NAD 83(1986)-  32 10 13.     (N)    097 36 06.     (W)     SCALED    
 CS2217* NAVD 88     -       217.732  (meters)     714.34   (feet)  ADJUSTED  
 CS2217  ___________________________________________________________________
 CS2217  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS2217  DYNAMIC HT  -         217.466 (meters)     713.47  (feet)  COMP
 CS2217  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 CS2217
 CS2217  VERT ORDER  -  SECOND    CLASS 0
 CS2217
 CS2217.The horizontal coordinates were scaled from a topographic map and have
 CS2217.an estimated accuracy of +/- 6 seconds.
 CS2217
 CS2217.The orthometric height was determined by differential leveling
 CS2217.and adjusted by the National Geodetic Survey in June 1991..
 CS2217
 CS2217.The geoid height was determined by GEOID03.
 CS2217
 CS2217.The dynamic height is computed by dividing the NAVD 88
 CS2217.geopotential number by the normal gravity value computed on the
 CS2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2217.degrees latitude (g = 980.6199 gals.).
 CS2217
 CS2217.The modeled gravity was interpolated from observed gravity values.
 CS2217
 CS2217;                    North         East    Units  Estimated Accuracy
 CS2217;SPC TX C     - 3,280,720.      957,640.      MT  (+/- 180 meters Scaled)
 CS2217
 CS2217                          SUPERSEDED SURVEY CONTROL
 CS2217
 CS2217  NGVD 29 (??/??/92)  217.708  (m)          714.26   (f) ADJ UNCH    2 0
 CS2217
 CS2217.Superseded values are not recommended for survey control.
 CS2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2217.See file dsdata.txt to determine how the superseded data were derived.
 CS2217
 CS2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA318601(NAD 83)
 CS2217_MARKER: DR = REFERENCE MARK DISK
 CS2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2217_STAMPING: BRAZOS NO. 1 1944
 CS2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2217+STABILITY: SURFACE MOTION
 CS2217
 CS2217  HISTORY     - Date     Condition        Report By
 CS2217  HISTORY     - 1944     MONUMENTED       CGS
 CS2217  HISTORY     - 20010317 GOOD             USPSQD
 CS2217
 CS2217                          STATION DESCRIPTION
 CS2217
 CS2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CS2217'1.6 MI SE FROM BRAZOS POINT.
 CS2217'1.6 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BRAZOS
 CS2217'POINT, 173 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 63.3 FEET
 CS2217'SOUTH OF THE STATION.  A REFERENCE MARK DISK, SET IN THE TOP OF A
 CS2217'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 CS2217
 CS2217                          STATION RECOVERY (2001)
 CS2217
 CS2217'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2219 ***********************************************************************
 CS2219  DESIGNATION -  BRAZOS RM 2
 CS2219  PID         -  CS2219
 CS2219  STATE/COUNTY-  TX/BOSQUE
 CS2219  USGS QUAD   -  BRAZOS POINT (1979)
 CS2219
 CS2219                         *CURRENT SURVEY CONTROL
 CS2219  ___________________________________________________________________
 CS2219* NAD 83(1986)-  32 10 13.     (N)    097 36 06.     (W)     SCALED    
 CS2219* NAVD 88     -       217.525  (meters)     713.66   (feet)  ADJUSTED  
 CS2219  ___________________________________________________________________
 CS2219  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS2219  DYNAMIC HT  -         217.258 (meters)     712.79  (feet)  COMP
 CS2219  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 CS2219
 CS2219  VERT ORDER  -  SECOND    CLASS 0
 CS2219
 CS2219.The horizontal coordinates were scaled from a topographic map and have
 CS2219.an estimated accuracy of +/- 6 seconds.
 CS2219
 CS2219.The orthometric height was determined by differential leveling
 CS2219.and adjusted by the National Geodetic Survey in June 1991..
 CS2219
 CS2219.The geoid height was determined by GEOID03.
 CS2219
 CS2219.The dynamic height is computed by dividing the NAVD 88
 CS2219.geopotential number by the normal gravity value computed on the
 CS2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2219.degrees latitude (g = 980.6199 gals.).
 CS2219
 CS2219.The modeled gravity was interpolated from observed gravity values.
 CS2219
 CS2219;                    North         East    Units  Estimated Accuracy
 CS2219;SPC TX C     - 3,280,720.      957,640.      MT  (+/- 180 meters Scaled)
 CS2219
 CS2219                          SUPERSEDED SURVEY CONTROL
 CS2219
 CS2219  NGVD 29 (??/??/92)  217.500  (m)          713.58   (f) ADJ UNCH    2 0
 CS2219
 CS2219.Superseded values are not recommended for survey control.
 CS2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2219.See file dsdata.txt to determine how the superseded data were derived.
 CS2219
 CS2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA318601(NAD 83)
 CS2219_MARKER: DR = REFERENCE MARK DISK
 CS2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2219_STAMPING: BRAZOS NO.2 1944
 CS2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2219+STABILITY: SURFACE MOTION
 CS2219
 CS2219  HISTORY     - Date     Condition        Report By
 CS2219  HISTORY     - 1944     MONUMENTED       CGS
 CS2219  HISTORY     - 20010317 GOOD             USPSQD
 CS2219
 CS2219                          STATION DESCRIPTION
 CS2219
 CS2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CS2219'1.6 MI SE FROM BRAZOS POINT.
 CS2219'1.6 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BRAZOS
 CS2219'POINT, 200 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND 61.6 FEET
 CS2219'WEST OF THE STATION.  A REFERENCE-MARK DISK, SET IN THE TOP OF A
 CS2219'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 CS2219
 CS2219                          STATION RECOVERY (2001)
 CS2219
 CS2219'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1491 ***********************************************************************
 AB1491  DESIGNATION -  BRAZOS SANTIAGO ENT RNG R LT
 AB1491  PID         -  AB1491
 AB1491  STATE/COUNTY-  TX/CAMERON
 AB1491  USGS QUAD   -  PORT ISABEL (1983)
 AB1491
 AB1491                         *CURRENT SURVEY CONTROL
 AB1491  ___________________________________________________________________
 AB1491* NAD 83(1993)-  26 03 56.84124(N)    097 10 26.33975(W)     ADJUSTED  
 AB1491* NAVD 88     -                                                        
 AB1491  ___________________________________________________________________
 AB1491  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AB1491  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB1491
 AB1491  HORZ ORDER  -  THIRD
 AB1491
 AB1491.The horizontal coordinates were established by classical geodetic methods
 AB1491.and adjusted by the National Geodetic Survey in February 1996..
 AB1491
 AB1491
 AB1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1491
 AB1491.The geoid height was determined by GEOID03.
 AB1491
 AB1491;                    North         East     Units Scale Factor Converg.
 AB1491;SPC TX S     - 5,044,918.289   432,684.865   MT  1.00002694   +0 36 07.3
 AB1491;SPC TX S     -16,551,536.09  1,419,566.93   sFT  1.00002694   +0 36 07.3
 AB1491;UTM  14      - 2,884,248.869   682,660.703   MT  1.00001197   +0 48 09.3
 AB1491
 AB1491                          SUPERSEDED SURVEY CONTROL
 AB1491
 AB1491  NAD 83(1986)-  26 03 56.85600(N)    097 10 26.29608(W) AD(       ) 4
 AB1491  NAD 27      -  26 03 55.57500(N)    097 10 25.39000(W) AD(       ) 3
 AB1491
 AB1491.Superseded values are not recommended for survey control.
 AB1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1491.See file dsdata.txt to determine how the superseded data were derived.
 AB1491
 AB1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8266184249(NAD 83)
 AB1491_MARKER: 15 = RANGE MARKER
 AB1491
 AB1491  HISTORY     - Date     Condition        Report By
 AB1491  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1491  HISTORY     - 1985     GOOD             NGS
 AB1491  HISTORY     - 19910429 GOOD             USPSQD
 AB1491  HISTORY     - 19930226 GOOD             USPSQD
 AB1491
 AB1491                          STATION DESCRIPTION
 AB1491
 AB1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1491'LOCATED IN LAGUNA MADRE, 1.75 MILES W OF BRAZOS SANTIAGO
 AB1491'JETTY ENTRANCE, N OF THE BROWNSVILLE SHIP CHANNEL.  A FIXED
 AB1491'GREEN LIGHT, 51 FEET ABOVE WATER, ON A BLACK SQUARE SLATTED
 AB1491'STRUCTURE ON PILES AND VISIBLE ON RANGE ONLY.
 AB1491'
 AB1491'PROBABLY THE SAME LIGHT AS LOCATED IN 1939 BRAZOS SANTIAGO
 AB1491'CHANNEL REAR RANGE LIGHT.
 AB1491
 AB1491                          STATION RECOVERY (1985)
 AB1491
 AB1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1491'THE STATION, BRAZOS SANTIAGO PASS ENTRANCE RANGE REAR LIGHT
 AB1491'IS LOCATED ABOUT 2.6 KM (1.6 MI) SOUTHEAST OF THE PORT ISABEL
 AB1491'LIGHTHOUSE, 3.7 KM (2.3 MI) WEST-SOUTHWEST OF THE U S COAST GUARD
 AB1491'STATION ON SOUTH PADRE ISLAND AND 2.1 KM (1.3 MI) WEST OF THE WEST
 AB1491'END OF THE PASS.
 AB1491'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1491'PHONE 512-943-2668.
 AB1491'
 AB1491'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1491'
 AB1491'THE LANDMARK IS THE CENTER OF THE 6 SECOND EQUAL INTERVAL FLASHING
 AB1491'GREEN DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A SLOPED FOUR LEGGED
 AB1491'STEEL TOWER THAT SETS ON A WOODEN PLATFORM ON PILING. AN ORANGE AND
 AB1491'GREEN VERTICAL RECTANGULAR DAYMARK FACES EAST. LIGHT IS LISTED AT 21
 AB1491'METERS (69 FT) ABOVE THE WATER. STATION IS CARRIED IN THE 1984 U S
 AB1491'COAST GUARD LIGHT LIST AS NUMBER 3410.
 AB1491'
 AB1491'DESCRIBED BY G. R. HEID.
 AB1491
 AB1491                          STATION RECOVERY (1991)
 AB1491
 AB1491'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1491'RECOVERED IN GOOD CONDITION.
 AB1491
 AB1491                          STATION RECOVERY (1993)
 AB1491
 AB1491'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1491'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1710 ***********************************************************************
 AB1710  DESIGNATION -  BRAZOS SANTIAGO ENT RNG F LT
 AB1710  PID         -  AB1710
 AB1710  STATE/COUNTY-  TX/CAMERON
 AB1710  USGS QUAD   -  PORT ISABEL (1983)
 AB1710
 AB1710                         *CURRENT SURVEY CONTROL
 AB1710  ___________________________________________________________________
 AB1710* NAD 83(1993)-  26 03 56.50992(N)    097 11 02.47473(W)     ADJUSTED  
 AB1710* NAVD 88     -                                                        
 AB1710  ___________________________________________________________________
 AB1710  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AB1710  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB1710
 AB1710  HORZ ORDER  -  THIRD
 AB1710
 AB1710.The horizontal coordinates were established by classical geodetic methods
 AB1710.and adjusted by the National Geodetic Survey in February 1996..
 AB1710
 AB1710
 AB1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1710
 AB1710.The geoid height was determined by GEOID03.
 AB1710
 AB1710;                    North         East     Units Scale Factor Converg.
 AB1710;SPC TX S     - 5,044,897.580   431,680.628   MT  1.00002697   +0 35 50.9
 AB1710;SPC TX S     -16,551,468.14  1,416,272.19   sFT  1.00002697   +0 35 50.9
 AB1710;UTM  14      - 2,884,224.644   681,656.563   MT  1.00000746   +0 47 53.4
 AB1710
 AB1710                          SUPERSEDED SURVEY CONTROL
 AB1710
 AB1710  NAD 83(1986)-  26 03 56.52117(N)    097 11 02.43812(W) AD(       ) 4
 AB1710
 AB1710.Superseded values are not recommended for survey control.
 AB1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1710.See file dsdata.txt to determine how the superseded data were derived.
 AB1710
 AB1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8165784225(NAD 83)
 AB1710_MARKER: 14 = NAVIGATION LIGHT
 AB1710
 AB1710  HISTORY     - Date     Condition        Report By
 AB1710  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1710  HISTORY     - 19910429 GOOD             USPSQD
 AB1710
 AB1710                          STATION DESCRIPTION
 AB1710
 AB1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1710'THE STATION, BRAZOS SANTIAGO PASS ENTRANCE RANGE FRONT LIGHT
 AB1710'IS LOCATED ABOUT 3.5 KM (2.2 MI) EAST-SOUTHEAST OF THE PORT ISABEL
 AB1710'LIGHTHOUSE, 1.1 KM (0.7 MI) SOUTHWEST OF THE U S COAST GUARD
 AB1710'STATION ON SOUTH PADRE ISLAND AND 1.1 KM (0.7 MI) WEST OF THE WEST
 AB1710'END OF THE PASS.
 AB1710'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1710'PHONE 512-943-2668.
 AB1710'
 AB1710'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1710'
 AB1710'THE LANDMARK IS THE CENTER OF THE QUICK FLASH GREEN DIRECTIONAL
 AB1710'LIGHT MOUNTED ON A POLE TOP CENTER ON A SQUARE FOUR LEGGED STEEL
 AB1710'TOWER THAT SITS ON A WOODEN PLATFORM ON PILING. AN ORGANGE AND
 AB1710'GREEN VERTICAL RECTANGULAR DAYBOARD FACES EAST. LIGHT IS LISTED AT
 AB1710'11 METERS (36 FT) ABOVE THE WATER. STATION IS CARRIED IN THE 1984 U
 AB1710'S COAST GUARD LIGHT LIST AS NUMBER 3409.
 AB1710'
 AB1710'DESCRIBED BY G. R. HEID.
 AB1710
 AB1710                          STATION RECOVERY (1991)
 AB1710
 AB1710'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1498 ***********************************************************************
 AB1498  DESIGNATION -  BRAZOS SANTIAGO LIGHT 28
 AB1498  PID         -  AB1498
 AB1498  STATE/COUNTY-  TX/CAMERON
 AB1498  USGS QUAD   -  PORT ISABEL (1983)
 AB1498
 AB1498                         *CURRENT SURVEY CONTROL
 AB1498  ___________________________________________________________________
 AB1498* NAD 83(1993)-  26 02 54.62608(N)    097 11 50.35569(W)     ADJUSTED  
 AB1498* NAVD 88     -                                                        
 AB1498  ___________________________________________________________________
 AB1498  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AB1498  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB1498
 AB1498  HORZ ORDER  -  THIRD
 AB1498
 AB1498.The horizontal coordinates were established by classical geodetic methods
 AB1498.and adjusted by the National Geodetic Survey in February 1996..
 AB1498
 AB1498
 AB1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1498
 AB1498.The geoid height was determined by GEOID03.
 AB1498
 AB1498;                    North         East     Units Scale Factor Converg.
 AB1498;SPC TX S     - 5,042,979.362   430,369.472   MT  1.00003186   +0 35 29.1
 AB1498;SPC TX S     -16,545,174.79  1,411,970.51   sFT  1.00003186   +0 35 29.1
 AB1498;UTM  14      - 2,882,301.896   680,352.161   MT  1.00000163   +0 47 30.6
 AB1498
 AB1498                          SUPERSEDED SURVEY CONTROL
 AB1498
 AB1498  NAD 83(1986)-  26 02 54.64375(N)    097 11 50.30910(W) AD(       ) 4
 AB1498  NAD 27      -  26 02 53.35500(N)    097 11 49.41500(W) AD(       ) 3
 AB1498
 AB1498.Superseded values are not recommended for survey control.
 AB1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1498.See file dsdata.txt to determine how the superseded data were derived.
 AB1498
 AB1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8035282302(NAD 83)
 AB1498_MARKER: 14 = NAVIGATION LIGHT
 AB1498
 AB1498  HISTORY     - Date     Condition        Report By
 AB1498  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1498
 AB1498                          STATION DESCRIPTION
 AB1498
 AB1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1498'LOCATED IN THE SW CORNER OF LAGUNA MADRE, ON THE SE TIP OF AN
 AB1498'ISLAND FORMED BY LAGUNA MADRE, INTRACOASTAL WATERWAY, AND PORT
 AB1498'ISABEL TURNING BASIN, AT THE POINT WHERE THE BROWNSVILLE
 AB1498'SHIP CHANNEL LEAVES LAGUNA MADRE.  THE LIGHT IS ON A RED
 AB1498'TRIANGULAR SLATTED STRUCTURE, THE APEX OF WHICH IS ON THE SIDE
 AB1498'ADJACENT TO THE CHANNEL.
 AB1498'
 AB1498'A FIXED RED LIGHT 30 FEET ABOVE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1506 ***********************************************************************
 AB1506  DESIGNATION -  BRAZOS SANTIAGO LIGHT 16
 AB1506  PID         -  AB1506
 AB1506  STATE/COUNTY-  TX/CAMERON
 AB1506  USGS QUAD   -  PORT ISABEL (1983)
 AB1506
 AB1506                         *CURRENT SURVEY CONTROL
 AB1506  ___________________________________________________________________
 AB1506* NAD 83(1993)-  26 03 28.83041(N)    097 10 53.45723(W)     ADJUSTED  
 AB1506* NAVD 88     -                                                        
 AB1506  ___________________________________________________________________
 AB1506  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AB1506  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB1506
 AB1506  HORZ ORDER  -  THIRD
 AB1506
 AB1506.The horizontal coordinates were established by classical geodetic methods
 AB1506.and adjusted by the National Geodetic Survey in February 1996..
 AB1506
 AB1506
 AB1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1506
 AB1506.The geoid height was determined by GEOID03.
 AB1506
 AB1506;                    North         East     Units Scale Factor Converg.
 AB1506;SPC TX S     - 5,044,048.390   431,940.162   MT  1.00002914   +0 35 55.0
 AB1506;SPC TX S     -16,548,682.09  1,417,123.68   sFT  1.00002914   +0 35 55.0
 AB1506;UTM  14      - 2,883,376.385   681,919.063   MT  1.00000864   +0 47 56.6
 AB1506
 AB1506                          SUPERSEDED SURVEY CONTROL
 AB1506
 AB1506  NAD 83(1986)-  26 03 28.84204(N)    097 10 53.42080(W) AD(       ) 4
 AB1506  NAD 27      -  26 03 27.56000(N)    097 10 52.51300(W) AD(       ) 3
 AB1506
 AB1506.Superseded values are not recommended for survey control.
 AB1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1506.See file dsdata.txt to determine how the superseded data were derived.
 AB1506
 AB1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8191983376(NAD 83)
 AB1506_MARKER: 14 = NAVIGATION LIGHT
 AB1506
 AB1506  HISTORY     - Date     Condition        Report By
 AB1506  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1506
 AB1506                          STATION DESCRIPTION
 AB1506
 AB1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1506'LOCATED AT THE S END OF LAGUNA MADRE, 1.5 MILES SE OF PORT
 AB1506'ISABEL, 2.5 MILES W OF ENTRANCE TO BRAZOS SANTIAGO JETTIES,
 AB1506'ABREAST CLARK ISLAND, AND ON THE N SIDE OF THE BROWNSVILLE
 AB1506'SHIP CHANNEL.  THE LIGHT IS ON A RED SLATTED TRIANGULAR
 AB1506'STRUCTURE ON PILES, THE APEX OF WHICH IS ON THE SIDE ADJACENT
 AB1506'TO THE CHANNEL.
 AB1506'
 AB1506'A FIXED RED LIGHT 30 FEET ABOVE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1711 ***********************************************************************
 AB1711  DESIGNATION -  BRAZOS SANTIAGO N F RNG DBCN
 AB1711  PID         -  AB1711
 AB1711  STATE/COUNTY-  TX/CAMERON
 AB1711  USGS QUAD   -  PORT ISABEL (1983)
 AB1711
 AB1711                         *CURRENT SURVEY CONTROL
 AB1711  ___________________________________________________________________
 AB1711* NAD 83(1993)-  26 03 58.44477(N)    097 10 18.06886(W)     ADJUSTED  
 AB1711* NAVD 88     -        11.     (meters)      36.     (feet)  VERTCON   
 AB1711  ___________________________________________________________________
 AB1711  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AB1711  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB1711
 AB1711  HORZ ORDER  -  THIRD
 AB1711
 AB1711.The horizontal coordinates were established by classical geodetic methods
 AB1711.and adjusted by the National Geodetic Survey in February 1996..
 AB1711
 AB1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1711
 AB1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1711
 AB1711.The geoid height was determined by GEOID03.
 AB1711
 AB1711;                    North         East     Units Scale Factor Converg.
 AB1711;SPC TX S     - 5,044,970.054   432,914.228   MT  1.00002681   +0 36 11.0
 AB1711;SPC TX S     -16,551,705.92  1,420,319.43   sFT  1.00002681   +0 36 11.0
 AB1711;UTM  14      - 2,884,301.435   682,889.880   MT  1.00001301   +0 48 13.0
 AB1711
 AB1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1711!SPC TX S     -   1.00000164  x   1.00002681  =   1.00002845
 AB1711!UTM  14      -   1.00000164  x   1.00001301  =   1.00001465
 AB1711
 AB1711                          SUPERSEDED SURVEY CONTROL
 AB1711
 AB1711  NAD 83(1986)-  26 03 58.45787(N)    097 10 18.03592(W) AD(       ) 4
 AB1711  NGVD 29 (06/28/90)   11.     (m)           36.     (f) VERT ANG       
 AB1711
 AB1711.Superseded values are not recommended for survey control.
 AB1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1711.See file dsdata.txt to determine how the superseded data were derived.
 AB1711
 AB1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8289084301(NAD 83)
 AB1711_MARKER: 16 = DAYBEACON
 AB1711
 AB1711  HISTORY     - Date     Condition        Report By
 AB1711  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1711  HISTORY     - 19910429 GOOD             USPSQD
 AB1711  HISTORY     - 19930226 GOOD             USPSQD
 AB1711
 AB1711                          STATION DESCRIPTION
 AB1711
 AB1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1711'THE STATION, BRAZOS SANTIAGO PASS ENTRANCE NORTH SIDE DREDGING
 AB1711'RANGE FRONT DAY BEACON
 AB1711'IS LOCATED ABOUT 3.9 KM (2.4 MI) EAST-SOUTHEAST OF THE PORT ISABEL
 AB1711'LIGHTHOUSE, 1 KM (0.6 MI) SOUTHWEST OF THE U.S. COAST GUARD STATION
 AB1711'ON SOUTH PADRE ISLAND AND 1 KM (0.6 MI) WEST OF THE WEST END OF THE
 AB1711'PASS.
 AB1711'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1711'PHONE 512-943-2668.
 AB1711'
 AB1711'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1711'
 AB1711'THE LANDMARK IS THE CENTER OF THE DIRECTIONAL LIGHT MOUNTED TOP
 AB1711'CENTER ON A 13 METER (43 FT) HIGH CONCRETE PILING. A DIAMOND SHAPED
 AB1711'SLATTED DAYBOARD FACES EAST.
 AB1711'
 AB1711'NO LIGHT LIST NUMBER FOR THIS STATION.
 AB1711'AN EDM TIE WAS TO STATION GERI.
 AB1711'
 AB1711'DESCRIBED BY G. R. HEID.
 AB1711
 AB1711                          STATION RECOVERY (1991)
 AB1711
 AB1711'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1711'RECOVERED IN GOOD CONDITION.
 AB1711
 AB1711                          STATION RECOVERY (1993)
 AB1711
 AB1711'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1711'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1712 ***********************************************************************
 AB1712  DESIGNATION -  BRAZOS SANTIAGO N R RNG DBCN
 AB1712  PID         -  AB1712
 AB1712  STATE/COUNTY-  TX/CAMERON
 AB1712  USGS QUAD   -  PORT ISABEL (1983)
 AB1712
 AB1712                         *CURRENT SURVEY CONTROL
 AB1712  ___________________________________________________________________
 AB1712* NAD 83(1993)-  26 03 58.18063(N)    097 10 45.69099(W)     ADJUSTED  
 AB1712* NAVD 88     -                                                        
 AB1712  ___________________________________________________________________
 AB1712  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AB1712  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB1712
 AB1712  HORZ ORDER  -  THIRD
 AB1712
 AB1712.The horizontal coordinates were established by classical geodetic methods
 AB1712.and adjusted by the National Geodetic Survey in February 1996..
 AB1712
 AB1712
 AB1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1712
 AB1712.The geoid height was determined by GEOID03.
 AB1712
 AB1712;                    North         East     Units Scale Factor Converg.
 AB1712;SPC TX S     - 5,044,953.867   432,146.581   MT  1.00002683   +0 35 58.5
 AB1712;SPC TX S     -16,551,652.81  1,417,800.91   sFT  1.00002683   +0 35 58.5
 AB1712;UTM  14      - 2,884,282.562   682,122.307   MT  1.00000955   +0 48 00.8
 AB1712
 AB1712                          SUPERSEDED SURVEY CONTROL
 AB1712
 AB1712  NAD 83(1986)-  26 03 58.19178(N)    097 10 45.65315(W) AD(       ) 4
 AB1712
 AB1712.Superseded values are not recommended for survey control.
 AB1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1712.See file dsdata.txt to determine how the superseded data were derived.
 AB1712
 AB1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8212284283(NAD 83)
 AB1712_MARKER: 16 = DAYBEACON
 AB1712
 AB1712  HISTORY     - Date     Condition        Report By
 AB1712  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1712  HISTORY     - 19910429 GOOD             USPSQD
 AB1712  HISTORY     - 19930226 GOOD             USPSQD
 AB1712
 AB1712                          STATION DESCRIPTION
 AB1712
 AB1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1712'THE STATION, BRAZOS SANTIAGO PASS ENTRANCE NORTH SIDE DREDGING
 AB1712'RANGE REAR DAYBEACON
 AB1712'IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHEAST OF THE PORT ISABELL
 AB1712'LIGHTHOUSE, 1.6 KM (1 MI) SOUTHWEST OF THE U.S. COAST GRARD STATION
 AB1712'ON SOUTH PADRE ISLAND AND 1.6 KM (1 MI) WEST OF THE WEST END OF THE
 AB1712'PASS.
 AB1712'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1712'PHONE 512-943-2668.
 AB1712'
 AB1712'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1712'
 AB1712'THE LANDMARK IS THE CENTER OF THE DIRECTIONAL LIGHT MOUNTED TOP
 AB1712'CENTER ON THE 16 METER (52 FT) CONCRETE PILING. A SQUARE SLATTED
 AB1712'DAYBOARD FACES EAST. NO LIGHT LIST NUMBER FOR THIS STATION.
 AB1712'
 AB1712'DESCRIBED BY G. R. HEID.
 AB1712
 AB1712                          STATION RECOVERY (1991)
 AB1712
 AB1712'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1712'RECOVERED IN GOOD CONDITION.
 AB1712
 AB1712                          STATION RECOVERY (1993)
 AB1712
 AB1712'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1712'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1502 ***********************************************************************
 AB1502  DESIGNATION -  BRAZOS SANTIAGO RNG FT LT
 AB1502  PID         -  AB1502
 AB1502  STATE/COUNTY-  TX/CAMERON
 AB1502  USGS QUAD   -  PORT ISABEL (1983)
 AB1502
 AB1502                         *CURRENT SURVEY CONTROL
 AB1502  ___________________________________________________________________
 AB1502* NAD 83(1993)-  26 04 05.04206(N)    097 09 49.22436(W)     ADJUSTED  
 AB1502* NAVD 88     -                                                        
 AB1502  ___________________________________________________________________
 AB1502  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AB1502  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB1502
 AB1502  HORZ ORDER  -  THIRD
 AB1502
 AB1502.The horizontal coordinates were established by classical geodetic methods
 AB1502.and adjusted by the National Geodetic Survey in February 1996..
 AB1502
 AB1502
 AB1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1502
 AB1502.The geoid height was determined by GEOID03.
 AB1502
 AB1502;                    North         East     Units Scale Factor Converg.
 AB1502;SPC TX S     - 5,045,181.542   433,713.784   MT  1.00002630   +0 36 24.1
 AB1502;SPC TX S     -16,552,399.78  1,422,942.64   sFT  1.00002630   +0 36 24.1
 AB1502;UTM  14      - 2,884,515.718   683,688.682   MT  1.00001662   +0 48 25.8
 AB1502
 AB1502                          SUPERSEDED SURVEY CONTROL
 AB1502
 AB1502  NAD 83(1986)-  26 04 05.05454(N)    097 09 49.17837(W) AD(       ) 4
 AB1502  NAD 27      -  26 04 03.77300(N)    097 09 48.28000(W) AD(       ) 3
 AB1502
 AB1502.Superseded values are not recommended for survey control.
 AB1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1502.See file dsdata.txt to determine how the superseded data were derived.
 AB1502
 AB1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8368984516(NAD 83)
 AB1502_MARKER: 15 = RANGE MARKER
 AB1502
 AB1502  HISTORY     - Date     Condition        Report By
 AB1502  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1502
 AB1502                          STATION DESCRIPTION
 AB1502
 AB1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1502'LOCATED IN LAGUNA MADRE JUST OFFSHORE OF THE SW CORNER OF PADRE
 AB1502'ISLAND AND S OF SULLIVANS BOAT SERVICE PIER.  THE LIGHTS ARE ON
 AB1502'A RED PYRAMIDAL STRUCTURE ON PILES WITH THE RANGE FACE PAINTED
 AB1502'YELLOW.  THE UPPER LIGHT, A FLASHING RED LIGHT 38 FEET ABOVE
 AB1502'WATER, IS VISIBLE AROUND THE HORIZON AND THE LOWER LIGHT, AN
 AB1502'OCCULTING WHITE LIGHT 36 FEET ABOVE WATER, IS VISIBLE ON RANGE
 AB1502'ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1508 ***********************************************************************
 AB1508  DESIGNATION -  BRAZOS SANTIAGO RNG REAR LT
 AB1508  PID         -  AB1508
 AB1508  STATE/COUNTY-  TX/CAMERON
 AB1508  USGS QUAD   -  PORT ISABEL (1983)
 AB1508
 AB1508                         *CURRENT SURVEY CONTROL
 AB1508  ___________________________________________________________________
 AB1508* NAD 83(1993)-  26 04 18.98102(N)    097 09 26.04449(W)     ADJUSTED  
 AB1508* NAVD 88     -                                                        
 AB1508  ___________________________________________________________________
 AB1508  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AB1508  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB1508
 AB1508  HORZ ORDER  -  THIRD
 AB1508
 AB1508.The horizontal coordinates were established by classical geodetic methods
 AB1508.and adjusted by the National Geodetic Survey in February 1996..
 AB1508
 AB1508
 AB1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1508
 AB1508.The geoid height was determined by GEOID03.
 AB1508
 AB1508;                    North         East     Units Scale Factor Converg.
 AB1508;SPC TX S     - 5,045,617.335   434,353.471   MT  1.00002521   +0 36 34.6
 AB1508;SPC TX S     -16,553,829.54  1,425,041.35   sFT  1.00002521   +0 36 34.6
 AB1508;UTM  14      - 2,884,953.743   684,326.836   MT  1.00001952   +0 48 36.4
 AB1508
 AB1508                          SUPERSEDED SURVEY CONTROL
 AB1508
 AB1508  NAD 83(1986)-  26 04 18.99381(N)    097 09 25.99578(W) AD(       ) 4
 AB1508  NAD 27      -  26 04 17.71400(N)    097 09 25.10100(W) AD(       ) 3
 AB1508
 AB1508.Superseded values are not recommended for survey control.
 AB1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1508.See file dsdata.txt to determine how the superseded data were derived.
 AB1508
 AB1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8432784954(NAD 83)
 AB1508_MARKER: 15 = RANGE MARKER
 AB1508
 AB1508  HISTORY     - Date     Condition        Report By
 AB1508  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1508  HISTORY     - 19940425 MARK NOT FOUND   USPSQD
 AB1508  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AB1508
 AB1508                          STATION DESCRIPTION
 AB1508
 AB1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1508'LOCATED ON THE S END OF PADRE ISLAND, 0.25 MILE N OF N JETTY,
 AB1508'AND 0.75 MILE SE OF PORT ISABEL COAST GUARD STATION.  THE
 AB1508'LIGHTS ARE ON A SKELETON STEEL TOWER SET ON A CONCRETE BASE.
 AB1508'A YELLOW RECTANGULAR SLATTED DAYMARK IS VISIBLE ON RANGE.
 AB1508'A FIXED WHITE LIGHT 67 FEET ABOVE WATER VISIBLE ON RANGE ONLY.
 AB1508
 AB1508                          STATION RECOVERY (1994)
 AB1508
 AB1508'RECOVERY NOTE BY US POWER SQUADRON 1994
 AB1508'MARK NOT FOUND.
 AB1508
 AB1508                          STATION RECOVERY (2004)
 AB1508
 AB1508'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1713 ***********************************************************************
 AB1713  DESIGNATION -  BRAZOS SANTIAGO S F RNG DBCN
 AB1713  PID         -  AB1713
 AB1713  STATE/COUNTY-  TX/CAMERON
 AB1713  USGS QUAD   -  PORT ISABEL (1983)
 AB1713
 AB1713                         *CURRENT SURVEY CONTROL
 AB1713  ___________________________________________________________________
 AB1713* NAD 83(1993)-  26 03 55.47723(N)    097 10 18.06823(W)     ADJUSTED  
 AB1713* NAVD 88     -        12.     (meters)      39.     (feet)  VERTCON   
 AB1713  ___________________________________________________________________
 AB1713  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AB1713  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB1713
 AB1713  HORZ ORDER  -  THIRD
 AB1713
 AB1713.The horizontal coordinates were established by classical geodetic methods
 AB1713.and adjusted by the National Geodetic Survey in February 1996..
 AB1713
 AB1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1713
 AB1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1713
 AB1713.The geoid height was determined by GEOID03.
 AB1713
 AB1713;                    North         East     Units Scale Factor Converg.
 AB1713;SPC TX S     - 5,044,878.731   432,915.207   MT  1.00002705   +0 36 11.0
 AB1713;SPC TX S     -16,551,406.30  1,420,322.64   sFT  1.00002705   +0 36 11.0
 AB1713;UTM  14      - 2,884,210.118   682,891.179   MT  1.00001301   +0 48 12.9
 AB1713
 AB1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1713!SPC TX S     -   1.00000152  x   1.00002705  =   1.00002857
 AB1713!UTM  14      -   1.00000152  x   1.00001301  =   1.00001453
 AB1713
 AB1713                          SUPERSEDED SURVEY CONTROL
 AB1713
 AB1713  NAD 83(1986)-  26 03 55.49042(N)    097 10 18.03522(W) AD(       ) 4
 AB1713  NGVD 29 (06/28/90)   12.     (m)           39.     (f) VERT ANG       
 AB1713
 AB1713.Superseded values are not recommended for survey control.
 AB1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1713.See file dsdata.txt to determine how the superseded data were derived.
 AB1713
 AB1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8289184210(NAD 83)
 AB1713_MARKER: 16 = DAYBEACON
 AB1713
 AB1713  HISTORY     - Date     Condition        Report By
 AB1713  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1713  HISTORY     - 19910429 GOOD             USPSQD
 AB1713
 AB1713                          STATION DESCRIPTION
 AB1713
 AB1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1713'THE STATION, BRAZOS SANTIAGO PASS ENTRANCE SOUTH SIDE DREDGING
 AB1713'RANGE FRONT DAYBEACON
 AB1713'IS LOCATED ABOUT 4 KM (2.5 MI) EAST-SOUTHEAST OF THE PORT ISABEL
 AB1713'LIGHTHOUSE, 1 KM (0.6 MI) SOUTHWEST OF THE U.S. COAST GUARD STATION
 AB1713'ON SOUTH PADRE ISLAND, 1 KM (0.6 MI) WEST OF THE WEST END OF THE
 AB1713'PASS.
 AB1713'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1713'PHONE 512-943-2668.
 AB1713'
 AB1713'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1713'
 AB1713'THE LANDMARK IS THE CENTER OF THE DIRECTIONAL LIGHT MOUNTED TOP
 AB1713'CENTER ON A 13 METER (43 FT) HIGH PILING. A DIAMOND SHAPED DAYBOARD
 AB1713'FACES EAST. NO LIGHT LIST NUMBER FOR THIS STATION.
 AB1713'
 AB1713'AN EDM TIE WAS MADE TO STATION GERI.
 AB1713'
 AB1713'DESCRIBED BY G. R. HEID.
 AB1713
 AB1713                          STATION RECOVERY (1991)
 AB1713
 AB1713'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1714 ***********************************************************************
 AB1714  DESIGNATION -  BRAZOS SANTIAGO S R RNG DBCN
 AB1714  PID         -  AB1714
 AB1714  STATE/COUNTY-  TX/CAMERON
 AB1714  USGS QUAD   -  PORT ISABEL (1983)
 AB1714
 AB1714                         *CURRENT SURVEY CONTROL
 AB1714  ___________________________________________________________________
 AB1714* NAD 83(1993)-  26 03 55.21282(N)    097 10 45.54700(W)     ADJUSTED  
 AB1714* NAVD 88     -                                                        
 AB1714  ___________________________________________________________________
 AB1714  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AB1714  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB1714
 AB1714  HORZ ORDER  -  THIRD
 AB1714
 AB1714.The horizontal coordinates were established by classical geodetic methods
 AB1714.and adjusted by the National Geodetic Survey in February 1996..
 AB1714
 AB1714
 AB1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1714
 AB1714.The geoid height was determined by GEOID03.
 AB1714
 AB1714;                    North         East     Units Scale Factor Converg.
 AB1714;SPC TX S     - 5,044,862.578   432,151.539   MT  1.00002707   +0 35 58.6
 AB1714;SPC TX S     -16,551,353.31  1,417,817.17   sFT  1.00002707   +0 35 58.6
 AB1714;UTM  14      - 2,884,191.292   682,127.584   MT  1.00000957   +0 48 00.8
 AB1714
 AB1714                          SUPERSEDED SURVEY CONTROL
 AB1714
 AB1714  NAD 83(1986)-  26 03 55.22361(N)    097 10 45.50923(W) AD(       ) 4
 AB1714
 AB1714.Superseded values are not recommended for survey control.
 AB1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1714.See file dsdata.txt to determine how the superseded data were derived.
 AB1714
 AB1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8212884191(NAD 83)
 AB1714_MARKER: 16 = DAYBEACON
 AB1714
 AB1714  HISTORY     - Date     Condition        Report By
 AB1714  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1714  HISTORY     - 19910429 GOOD             USPSQD
 AB1714  HISTORY     - 19930226 GOOD             USPSQD
 AB1714
 AB1714                          STATION DESCRIPTION
 AB1714
 AB1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1714'THE STATION, BRAZOS SANTIAGO PASS ENTRANCE SOUTH SIDE DREDGING
 AB1714'RANGE REAR DAYBEACON
 AB1714'IS LOCATED ABOUT 3.3 KM (2.05 MI) SOUTHEAST OF THE PORT ISABEL
 AB1714'LIGHTHOUSE, 1.7 KM (1.05 MI) SOUTHWEST OF THE U.S. COAST GUARD
 AB1714'STATION ON SOUTH PADRE ISLAND AND 1.6 KM (1 MI) WEST OF THE WEST
 AB1714'END OF THE PASS.
 AB1714'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1714'PHONE 512-943-2668.
 AB1714'
 AB1714'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1714'
 AB1714'THE LANDMARK IS THE CENTER OF THE DIRECTIONAL LIGHT MOUNTED TOP
 AB1714'CENTER ON A 16 METER (52 FT) HIGH CONCRETE PILING. A SQUARE SLATTED
 AB1714'DAYBOARD FACES EAST. NO LIGHT LIST NUMBER FOR THIS STATION.
 AB1714'
 AB1714'DESCRIBED BY G. R. HEID.
 AB1714
 AB1714                          STATION RECOVERY (1991)
 AB1714
 AB1714'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1714'RECOVERED IN GOOD CONDITION.
 AB1714
 AB1714                          STATION RECOVERY (1993)
 AB1714
 AB1714'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1714'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0049 ***********************************************************************
 GK0049  DESIGNATION -  BRBM 33
 GK0049  PID         -  GK0049
 GK0049  STATE/COUNTY-  TX/LIPSCOMB
 GK0049  USGS QUAD   -  GAYLORD (1972)
 GK0049
 GK0049                         *CURRENT SURVEY CONTROL
 GK0049  ___________________________________________________________________
 GK0049* NAD 83(1986)-  36 25 56.     (N)    100 22 43.     (W)     SCALED    
 GK0049* NAVD 88     -       813.791  (meters)    2669.91   (feet)  ADJUSTED  
 GK0049  ___________________________________________________________________
 GK0049  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 GK0049  DYNAMIC HT  -         812.958 (meters)    2667.18  (feet)  COMP
 GK0049  MODELED GRAV-     979,581.9   (mgal)                       NAVD 88
 GK0049
 GK0049  VERT ORDER  -  SECOND    CLASS 0
 GK0049
 GK0049.The horizontal coordinates were scaled from a topographic map and have
 GK0049.an estimated accuracy of +/- 6 seconds.
 GK0049
 GK0049.The orthometric height was determined by differential leveling
 GK0049.and adjusted by the National Geodetic Survey in June 1991..
 GK0049
 GK0049.The geoid height was determined by GEOID03.
 GK0049
 GK0049.The dynamic height is computed by dividing the NAVD 88
 GK0049.geopotential number by the normal gravity value computed on the
 GK0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0049.degrees latitude (g = 980.6199 gals.).
 GK0049
 GK0049.The modeled gravity was interpolated from observed gravity values.
 GK0049
 GK0049;                    North         East    Units  Estimated Accuracy
 GK0049;SPC TX N     - 1,270,410.      300,560.      MT  (+/- 180 meters Scaled)
 GK0049
 GK0049                          SUPERSEDED SURVEY CONTROL
 GK0049
 GK0049  NGVD 29 (??/??/92)  813.456  (m)         2668.81   (f) ADJ UNCH    2 0
 GK0049
 GK0049.Superseded values are not recommended for survey control.
 GK0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0049.See file dsdata.txt to determine how the superseded data were derived.
 GK0049
 GK0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF764327(NAD 83)
 GK0049_MARKER: B = BOLT
 GK0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0049+STABILITY: SURFACE MOTION
 GK0049
 GK0049  HISTORY     - Date     Condition        Report By
 GK0049  HISTORY     - UNK      MONUMENTED       ATSFRR
 GK0049  HISTORY     - 1934     GOOD             NGS
 GK0049
 GK0049                          STATION DESCRIPTION
 GK0049
 GK0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0049'3.5 MI W FROM DARROUZETT.
 GK0049'3.5 MILES WEST OF DARROUZETT P. AND SF. RR. STATION 168 FEET NORTH OF
 GK0049'NEAREST RAIL OF PANHANDLE AND SANTA FE TRACK, 150 FEET NORTHWEST OF
 GK0049'MILEPOST 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1040 ***********************************************************************
 CT1040  DESIGNATION -  BRECKENRIDGE
 CT1040  PID         -  CT1040
 CT1040  STATE/COUNTY-  TX/STEPHENS
 CT1040  USGS QUAD   -  GRAND LAKE (1981)
 CT1040
 CT1040                         *CURRENT SURVEY CONTROL
 CT1040  ___________________________________________________________________
 CT1040* NAD 83(1993)-  32 46 49.82789(N)    098 50 11.43747(W)     ADJUSTED  
 CT1040* NAVD 88     -       411.6    (meters)    1350.     (feet)  VERTCON   
 CT1040  ___________________________________________________________________
 CT1040  X           -    -824,610.470 (meters)                     COMP
 CT1040  Y           -  -5,304,300.361 (meters)                     COMP
 CT1040  Z           -   3,433,725.270 (meters)                     COMP
 CT1040  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CT1040  ELLIP HEIGHT-         382.50  (meters)          (02/16/96) GPS OBS
 CT1040  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CT1040
 CT1040  HORZ ORDER  -  FIRST
 CT1040  ELLP ORDER  -  FIFTH     CLASS I
 CT1040
 CT1040.The horizontal coordinates were established by classical geodetic methods
 CT1040.and adjusted by the National Geodetic Survey in February 1996..
 CT1040
 CT1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1040
 CT1040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CT1040
 CT1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1040
 CT1040.The ellipsoidal height was determined by GPS observations
 CT1040.and is referenced to NAD 83.
 CT1040
 CT1040.The geoid height was determined by GEOID03.
 CT1040
 CT1040;                    North         East     Units Scale Factor Converg.
 CT1040;SPC TXNC     - 2,123,564.134   568,478.104   MT  0.99988375   -0 11 00.7
 CT1040;SPC TXNC     - 6,967,060.00  1,865,081.91   sFT  0.99988375   -0 11 00.7
 CT1040;UTM  14      - 3,626,966.266   515,310.228   MT  0.99960289   +0 05 18.7
 CT1040
 CT1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1040!SPC TXNC     -   0.99993995  x   0.99988375  =   0.99982371
 CT1040!UTM  14      -   0.99993995  x   0.99960289  =   0.99954286
 CT1040
 CT1040|---------------------------------------------------------------------|
 CT1040| PID    Reference Object                     Distance      Geod. Az  |
 CT1040|                                                           dddmmss.s |
 CT1040| CX7655 BRECKENRIDGE RM 1                    14.332 METERS 18408     |
 CT1040| CX7656 BRECKENRIDGE RM 2                    14.267 METERS 23411     |
 CT1040| CT1042 BRECKENRIDGE TANK                   APPROX. 5.5 KM 2461452.7 |
 CT1040|---------------------------------------------------------------------|
 CT1040
 CT1040                          SUPERSEDED SURVEY CONTROL
 CT1040
 CT1040  NAD 83(1993)-  32 46 49.83012(N)    098 50 11.42389(W) AD(       ) 1
 CT1040  NAD 83(1986)-  32 46 49.82773(N)    098 50 11.42416(W) AD(       ) 1
 CT1040  NAD 27      -  32 46 49.38549(N)    098 50 10.18841(W) AD(       ) 1
 CT1040  NGVD 29 (12/08/88)  411.5    (m)         1350.     (f) GPS OBS        
 CT1040
 CT1040.Superseded values are not recommended for survey control.
 CT1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1040.See file dsdata.txt to determine how the superseded data were derived.
 CT1040
 CT1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB1531026966(NAD 83)
 CT1040_MARKER: DS = TRIANGULATION STATION DISK
 CT1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT1040_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CT1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1040+STABILITY: SURFACE MOTION
 CT1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT1040+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CT1040
 CT1040  HISTORY     - Date     Condition        Report By
 CT1040  HISTORY     - 1975     MONUMENTED       NGS
 CT1040  HISTORY     - 1981     GOOD             NGS
 CT1040  HISTORY     - 1981     GOOD             NGS
 CT1040  HISTORY     - 1988     GOOD             NGS
 CT1040
 CT1040                          STATION DESCRIPTION
 CT1040
 CT1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CT1040'NO DISTANT REFERENCE MARK ESTABLISHED.
 CT1040'
 CT1040'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH ON LINE.
 CT1040'
 CT1040'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST-NORTHEAST OF
 CT1040'BRECKENRIDGE AND ON THE ROAD RIGHT-OF-WAY OF STATE HIGHWAY 67,
 CT1040'MR. J.B. BRENNAN, RESIDENT ENGINEER, BRECKENRIDGE, TELEPHONE
 CT1040'NUMBER 817-559-5266, GAVE PERMISSION TO ESTABLISH THE STATION.
 CT1040'
 CT1040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183, 180
 CT1040'AND STATE HIGHWAY 67 IN DOWNTOWN BRECKENRIDGE, GO EAST ON
 CT1040'U.S. HIGHWAY 180 AND STATE HIGHWAY 67 FOR 2.7 MILES TO WHERE STATE
 CT1040'HIGHWAY 67 JUNCTIONS LEFT.  TURN LEFT AND GO NORTHEAST ON STATE
 CT1040'HIGHWAY 67 FOR 2.2 MILES TO THE STATION ON THE RIGHT.
 CT1040'
 CT1040'STATION MARKS ARE STANDARD DISKS STAMPED BRECKENRIDGE 1975.  THE
 CT1040'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CT1040'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 65 FEET
 CT1040'EAST OF THE CENTERLINE OF STATE HIGHWAY 67 AND 10 FEET NORTH OF A
 CT1040'FENCE CORNER.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CT1040'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CT1040'
 CT1040'REFERENCE MARK 1, A STANDARD DISK STAMPED BRECKENRIDGE NO 1 1975,
 CT1040'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 CT1040'WITH THE GROUND SURFACE.  IT IS 37 FEET SOUTH OF THE FENCE CORNER.
 CT1040'
 CT1040'REFERENCE MARK 2, A STANDARD DISK STAMPED BRECKENRIDGE NO 2 1975,
 CT1040'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 CT1040'WITH THE GROUND SURFACE.  IT IS 52 FEET SOUTHWEST OF THE FENCE
 CT1040'CORNER AND 40 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 67.
 CT1040'
 CT1040'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 CT1040
 CT1040                          STATION RECOVERY (1981)
 CT1040
 CT1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CT1040'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CT1040'DESCRIBED IN 1975.  THE DISTANCES AND DIRECTIONS WERE FOUND TO BE AS
 CT1040'DESCRIBED.
 CT1040'
 CT1040'A NEW DESCRIPTION FOLLOWS.
 CT1040'
 CT1040'THE STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY 67, 4
 CT1040'MILES NORTHEAST OF BRECKENRIDGE AND 15 MILES SOUTH OF IVAN.
 CT1040'
 CT1040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 180 AND STATE
 CT1040'HIGHWAY 67 IN THE EAST EDGE OF BRECKENRIDGE, GO NORTH ON STATE
 CT1040'HIGHWAY 67 FOR 2.8 MILES TO THE STATION ON THE RIGHT ON TOP OF A HIGH
 CT1040'CUT BANK AND AN OIL WELL JUST SOUTHEAST OF THE STATION.
 CT1040'
 CT1040'THE STATION IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 CT1040'MONUMENT FLUSH WITH THE GROUND STAMPED---BRECKENRIDGE 1975---.  IT IS
 CT1040'66 FEET EAST OF THE CENTER OF THE HIGHWAY, 10 FEET NORTHWEST OF A
 CT1040'FENCE CORNER POST AND 3 FEET WEST OF A FENCE.
 CT1040'
 CT1040'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK
 CT1040'FLUSH WITH THE GROUND AND STAMPED---BRECKENRIDGE NO 1 1975---.  IT IS
 CT1040'80 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 37 FEET SOUTHEAST
 CT1040'OF THE FENCE CORNER POST.
 CT1040'
 CT1040'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK
 CT1040'FLUSH WITH THE GROUND AND IS STAMPED---BRECKENRIDGE NO 2 1975---.  IT
 CT1040'IS 52 FEET SOUTH OF THE FENCE CORNER POST AND 40 FEET EAST OF THE
 CT1040'CENTER OF THE HIGHWAY.
 CT1040
 CT1040                          STATION RECOVERY (1981)
 CT1040
 CT1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CT1040'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN 1975.  THE MUNICIPAL
 CT1040'WATER TANK OF 1975 WAS REMOVED AND A NEW TANK WAS ERECTED ABOUT 100
 CT1040'METERS NORTHWEST OF THE OLD TANK SITE.  FOR THIS REASON AN AZIMUTH
 CT1040'MARK WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 CT1040'
 CT1040'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF BRECKENRIDGE ON THE
 CT1040'EAST RIGHT-OF-WAY OF STATE HIGHWAY 67.  IT IS ON A CUT-BANK BETWEEN
 CT1040'THE HIGHWAY AND A FENCE.
 CT1040'
 CT1040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 180 AND STATE
 CT1040'HIGHWAY 67 ON THE EAST SIDE OF BRECKENRIDGE, GO NORTHERLY ON STATE
 CT1040'HIGHWAY 67 FOR 3.52 KM (2.2 MI) TO THE STATION ON THE RIGHT AS
 CT1040'DESCRIBED.
 CT1040'
 CT1040'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND
 CT1040'CONCRETE MONUMENT FLUSH WITH THE GROUND, STAMPED---BRECKENRIDGE
 CT1040'1975---.  IT IS 19.8 M EAST OF THE CENTERLINE OF THE HIGHWAY AND 3.0
 CT1040'M NORTHWEST OF A FENCE CORNER.
 CT1040'
 CT1040'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK
 CT1040'FLUSH WITH THE GROUND AND STAMPED---BRECKENRIDGE NO 1 1975---.  IT IS
 CT1040'15.8 M SOUTHWEST OF THE FENCE CORNER AND 12.2 M EAST OF THE
 CT1040'CENTERLINE OF THE HIGHWAY.
 CT1040'
 CT1040'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 CT1040'MONUMENT FLUSH WITH THE GROUND STAMPED---BRECKENRIDGE 1975 1981---.
 CT1040'IT IS 3.66 M EAST OF THE EDGE OF A HIGH CUT-BANK, 0.6 M WEST OF A
 CT1040'FENCE AND ABOUT 6.0 M HIGHER THAN THE HIGHWAY.
 CT1040'
 CT1040'STANDARD DISKS ARE NGS TYPE.
 CT1040
 CT1040                          STATION RECOVERY (1988)
 CT1040
 CT1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CT1040'THE STATION WAS RECOVERED AT THIS DATE.
 CT1040'OTHER MARKS NOT SEARCHED FOR.
 CT1040'
 CT1040'THE STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) NORTHEAST OF
 CT1040'BRECKENRIDGE, 3.5 KM (2.15 MI) NORTH OF US HIGHWAY 180 ALONG THE
 CT1040'EAST RIGHT-OF-WAY OF STATE HIGHWAY 67 ON A LOW CUTBANK.
 CT1040'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, PO BOX 2708, AMARILLO TX
 CT1040'79105, PHONE 806-355-5671.
 CT1040'
 CT1040'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 180 AND 183
 CT1040'AND STATE HIGHWAY 67 IN BRECKENRIDGE, GO EAST ON US HIGHWAY 180 AND
 CT1040'STATE HIGHWAY 67 FOR 4.2 KM (2.6 MI) TO A PAVED ROAD LEFT.  TURN
 CT1040'LEFT AND GO NORTH ON STATE HIGHWAY 67 FOR 3.5 KM (2.15 MI) TO THE
 CT1040'STATION ON THE RIGHT JUST BEFORE REACHING A GRAVELED ROAD LEFT.
 CT1040'
 CT1040'THE STATION MARK IS A STANDARD NGS STATION DISK
 CT1040'STAMPED---BRECKENRIDGE 1975---, SET IN THE TOP OF A 30 CM ROUND
 CT1040'CONCRETE POST PROJECTING 1 CM.  LOCATED 19.3 METERS (63.3 FT) EAST
 CT1040'OF AND 2.0 METERS (6.6 FT) HIGHER THAN THE HIGHWAY CENTER, 3.1
 CT1040'METERS (10.2 FT) NORTH OF A FENCE CORNER,
 CT1040'2.8 METERS (9.2 FT) NORTH OF TELEPHONE PEDESTAL 26 8, 1.1 METERS
 CT1040'WEST OF A WIRE FENCE AND 0.8 METER (2.6 FT) SOUTH OF A METAL
 CT1040'WITNESS POST.
 CT1040'THE 1975 DESCRIPTION STATES THAT THERE WAS AN UNDERGROUND MARK SET.
 CT1040'
 CT1040'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CT1040'
 CT1040'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CT1040'
 CT1040'DESCRIBED BY D.A. BOWLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1042 ***********************************************************************
 CT1042  DESIGNATION -  BRECKENRIDGE TANK
 CT1042  PID         -  CT1042
 CT1042  STATE/COUNTY-  TX/STEPHENS
 CT1042  USGS QUAD   -  BRECKENRIDGE (1958)
 CT1042
 CT1042                         *CURRENT SURVEY CONTROL
 CT1042  ___________________________________________________________________
 CT1042* NAD 83(1993)-  32 45 37.56129(N)    098 53 25.68348(W)     ADJUSTED  
 CT1042* NAVD 88     -                                                        
 CT1042  ___________________________________________________________________
 CT1042  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CT1042  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT1042
 CT1042  HORZ ORDER  -  THIRD
 CT1042
 CT1042.The horizontal coordinates were established by classical geodetic methods
 CT1042.and adjusted by the National Geodetic Survey in February 1996..
 CT1042
 CT1042
 CT1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1042
 CT1042.The geoid height was determined by GEOID03.
 CT1042
 CT1042;                    North         East     Units Scale Factor Converg.
 CT1042;SPC TXNC     - 2,121,355.674   563,415.523   MT  0.99988546   -0 12 46.7
 CT1042;SPC TXNC     - 6,959,814.41  1,848,472.43   sFT  0.99988546   -0 12 46.7
 CT1042;UTM  14      - 3,624,734.416   510,259.622   MT  0.99960130   +0 03 33.4
 CT1042
 CT1042                          SUPERSEDED SURVEY CONTROL
 CT1042
 CT1042  NAD 83(1993)-  32 45 37.56193(N)    098 53 25.67787(W) AD(       ) 4
 CT1042  NAD 83(1986)-  32 45 37.56049(N)    098 53 25.67763(W) AD(       ) 4
 CT1042  NAD 27      -  32 45 37.11000(N)    098 53 24.44000(W) AD(       ) 3
 CT1042
 CT1042.Superseded values are not recommended for survey control.
 CT1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1042.See file dsdata.txt to determine how the superseded data were derived.
 CT1042
 CT1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB1026024734(NAD 83)
 CT1042_MARKER: 51 = TANK
 CT1042
 CT1042  HISTORY     - Date     Condition        Report By
 CT1042  HISTORY     - 1935     FIRST OBSERVED   CGS
 CT1042  HISTORY     - 1955     GOOD             USGS
 CT1042  HISTORY     - 1960     GOOD             CGS
 CT1042
 CT1042                          STATION DESCRIPTION
 CT1042
 CT1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1042'POINT OBSERVED UPON IS FINIAL, STEEL WATER TANK, ABOUT 100
 CT1042'FEET HIGH, PAINTED SILVER, LOCATED IN SE PART OF TOWN.
 CT1042'
 CT1042'OBSERVED UPON FROM STATIONS INDIAN AND MOBERLEY.
 CT1042
 CT1042                          STATION RECOVERY (1955)
 CT1042
 CT1042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CT1042'STATION IS LOCATED IN THE EASTERN PART OF BRECKENRIDGE, APPROXIMATELY
 CT1042'9 BLOCKS E. OF U.S. HIGHWAY 183 AND 5 BLOCKS N. OF U.S. HIGHWAY 180,
 CT1042'ON A HIGH POINT JUST S. OF THE CITY WATER TREATMENT PLANT.
 CT1042'
 CT1042'STATION MARK--FINIAL STEEL WATER TANK APPROXIMATELY 100 FT. HIGH,
 CT1042'PAINTED SILVER, OBSERVED SPIRE AT THE CENTER OF THE CONICAL TOP OF
 CT1042'THE TANK.
 CT1042
 CT1042                          STATION RECOVERY (1960)
 CT1042
 CT1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CT1042'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 CT1042'STATION IS NORTH OF U.S. 180, THEREFORE IT SEEMS IT WOULD
 CT1042'BE IN THE NORTHEAST PART OF TOWN INSTEAD OF THE SOUTHEAST.
 CT1042'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1188 ***********************************************************************
 CT1188  SACS        -  This is a Secondary Airport Control Station.
 CT1188  DESIGNATION -  BRECKPORT
 CT1188  PID         -  CT1188
 CT1188  STATE/COUNTY-  TX/STEPHENS
 CT1188  USGS QUAD   -  BUCK MOUNTAIN (1982)
 CT1188
 CT1188                         *CURRENT SURVEY CONTROL
 CT1188  ___________________________________________________________________
 CT1188* NAD 83(1993)-  32 43 11.13248(N)    098 53 28.47714(W)     ADJUSTED  
 CT1188* NAVD 88     -       383.07   (meters)    1256.8    (feet)  GPS OBS   
 CT1188  ___________________________________________________________________
 CT1188  X           -    -830,236.764 (meters)                     COMP
 CT1188  Y           -  -5,307,087.346 (meters)                     COMP
 CT1188  Z           -   3,428,043.310 (meters)                     COMP
 CT1188  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 CT1188  ELLIP HEIGHT-         353.79  (meters)          (02/27/01) GPS OBS
 CT1188  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CT1188
 CT1188  HORZ ORDER  -  FIRST
 CT1188  ELLP ORDER  -  FOURTH    CLASS II
 CT1188
 CT1188.This mark is at Stephens Co (BKD) Airport (BKD)
 CT1188
 CT1188.The horizontal coordinates were established by GPS observations
 CT1188.and adjusted by the National Geodetic Survey in August 1996..
 CT1188
 CT1188.The orthometric height was determined by GPS observations and a
 CT1188.high-resolution geoid model.
 CT1188
 CT1188.GPS derived orthometric heights for airport stations designated as
 CT1188.PACS or SACS are published to 2 decimal places.  This maintains
 CT1188.centimeter relative accuracy between the PACS and SACS.  It does
 CT1188.not indicate centimeter accuracy relative to other marks which are
 CT1188.part of the NAVD 88 network.
 CT1188
 CT1188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CT1188
 CT1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1188
 CT1188.The ellipsoidal height was determined by GPS observations
 CT1188.and is referenced to NAD 83.
 CT1188
 CT1188.The geoid height was determined by GEOID03.
 CT1188
 CT1188;                    North         East     Units Scale Factor Converg.
 CT1188;SPC TXNC     - 2,116,845.670   563,326.018   MT  0.99988929   -0 12 48.2
 CT1188;SPC TXNC     - 6,945,017.84  1,848,178.78   sFT  0.99988929   -0 12 48.2
 CT1188;UTM  14      - 3,620,225.328   510,191.564   MT  0.99960128   +0 03 31.6
 CT1188
 CT1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1188!SPC TXNC     -   0.99994446  x   0.99988929  =   0.99983375
 CT1188!UTM  14      -   0.99994446  x   0.99960128  =   0.99954576
 CT1188
 CT1188:                Primary Azimuth Mark                     Grid Az
 CT1188:SPC TXNC     -  BRECKPORT AZ MK                          000 34 31.4
 CT1188:UTM  14      -  BRECKPORT AZ MK                          000 18 11.6
 CT1188
 CT1188|---------------------------------------------------------------------|
 CT1188| PID    Reference Object                     Distance      Geod. Az  |
 CT1188|                                                           dddmmss.s |
 CT1188| CT1189 BRECKPORT AZ MK                     APPROX. 0.5 KM 0002143.2 |
 CT1188|---------------------------------------------------------------------|
 CT1188
 CT1188                          SUPERSEDED SURVEY CONTROL
 CT1188
 CT1188  ELLIP H (08/21/96)  353.83   (m)                       GP(       ) 4 2
 CT1188  NAD 83(1993)-  32 43 11.13433(N)    098 53 28.47341(W) AD(       ) 3
 CT1188  ELLIP H (02/16/96)  353.86   (m)                       GP(       ) 5 1
 CT1188  NAD 83(1986)-  32 43 11.13721(N)    098 53 28.46026(W) AD(       ) 3
 CT1188  NAD 27      -  32 43 10.69642(N)    098 53 27.22925(W) AD(       ) 3
 CT1188  NGVD 29 (12/08/88)  382.9    (m)         1256.     (f) GPS OBS        
 CT1188
 CT1188.Superseded values are not recommended for survey control.
 CT1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1188.See file dsdata.txt to determine how the superseded data were derived.
 CT1188
 CT1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB1019220225(NAD 83)
 CT1188_MARKER: I = METAL ROD
 CT1188_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CT1188_SP_SET: OBJECT DRIVEN INTO GROUND
 CT1188_STAMPING: BRECKPORT 1988
 CT1188_MARK LOGO: NGS   
 CT1188_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT1188+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1994
 CT1188
 CT1188  HISTORY     - Date     Condition        Report By
 CT1188  HISTORY     - 1988     MONUMENTED       NGS
 CT1188  HISTORY     - 19941231 GOOD             NGS
 CT1188
 CT1188                          STATION DESCRIPTION
 CT1188
 CT1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CT1188'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 CT1188'SOUTH-SOUTHEAST OF BRECKENRIDGE, 1.2 KM (0.75 MI) EAST OF US
 CT1188'HIGHWAY 183 AT THE STEPHENS COUNTY AIRPORT.  IT IS AT THE SOUTH END
 CT1188'OF A GRASS MEDIAN BORDERED BY RUNWAYS 4-22 AND 17-35.
 CT1188'OWNERSHIP--STEPHENS COUNTY, STEPHENS COUNTY COURTHOUSE,
 CT1188'BRECKENRIDGE TX 76024.  AIRPORT MANAGER IS P. MINNICH, PHONE
 CT1188'817-559-9129.
 CT1188'
 CT1188'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 180, 183 AND
 CT1188'STATE HIGHWAY 67 IN BRECKENRIDGE, GO SOUTH ON US HIGHWAY 183 FOR
 CT1188'2.8 KM (1.75 MI) TO THE JUNCTION OF FARM ROAD 2231.  CONTINUE SOUTH
 CT1188'FOR 0.8 KM (0.5 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST
 CT1188'AND THEN SOUTH ON A PAVED ROAD FOR 1.1 KM (0.7 MI) TO A GATE ON THE
 CT1188'LEFT AT THE BEACON TOWER AND TERMINAL BUILDING.  TURN LEFT THROUGH
 CT1188'THE GATE AND GO STRAIGHT AHEAD ON TARMAC AND RAMP FOR 0.1 KM
 CT1188'(0.05 MI) TO RUNWAY JUNCTION AND THE STATION ON THE LEFT.
 CT1188'
 CT1188'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CT1188'DRIVEN INTO THE GROUND 2.1 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 CT1188'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 CT1188'PIPE WITH A LOGO CAP STAMPED---BRECKPORT 1988---, THE ROD IS
 CT1188'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 28.0 METERS (92.0
 CT1188'FT) WEST OF CENTER OF RUNWAY 17-35, 26.5 METERS (87.0 FT) NORTHEAST
 CT1188'OF RAMP CENTER, 15.8 METERS (52.0 FT) NORTHWEST OF CENTER OF RUNWAY
 CT1188'4-22, 15.2 METERS (50.0 FT) NORTHWEST OF CURVED PAVEMENT EDGE, 10.5
 CT1188'METERS (34.5 FT) SOUTHWEST OF ARROW INDICATOR BOX AND 0.7 METER
 CT1188'(2.3 FT) SOUTH OF FIBERGLASS WITNESS POST.
 CT1188'
 CT1188'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 CT1188'ROD DRIVEN INTO THE GROUND 2.1 METERS AND INSIDE A 1-INCH PVC PIPE
 CT1188'THAT IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC
 CT1188'PIPE WITH A LOGO CAP STAMPED---BRECKPORT AZ MK 1988---, THE ROD IS
 CT1188'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 21.3 METERS (70.0
 CT1188'FT) WEST OF RUNWAY CENTER, 15.2 METERS (50.0 FT) SOUTH OF RAMP
 CT1188'CENTER, 8.5 METERS (28.0 FT) NORTH OF ARROW INDICATOR BOX, 4.9
 CT1188'METERS (16.0 FT) SOUTHWEST OF CURVED PAVEMENT EDGE AND 0.6 METER
 CT1188'(2.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 CT1188'
 CT1188'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CT1188'
 CT1188'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CT1188'
 CT1188'DESCRIBED BY D.A. BOWLING.
 CT1188
 CT1188                          STATION RECOVERY (1994)
 CT1188
 CT1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CT1188'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH SOUTHEAST OF
 CT1188'BRECKENRIDGE, 0.75 MI (1.21 KM) EAST OF US HIGHWAY 183, AT THE
 CT1188'STEPHENS COUNTY AIRPORT AND AT THE SOUTH END OF A GRASS MEDIAN
 CT1188'BORDERED BY RUNWAYS 4/22 AND 17/35.  OWNERSHIP---STEPHENS COUNTY,
 CT1188'ROUTE 1 BOX 125, BRECKENRIDGE, TX 76424.  AIRPORT MANAGER POSTIION IS
 CT1188'NOT OCCUPIED AT THIS TIME, CONTACT AT AIRPORT IS BUSTER CLEGG OF BRECK
 CT1188'AIRWAYS.  PHONE (817) 559-7555 OR (817) 559-9129.  TO REACH THE
 CT1188'STATION FROM THE JUCTION OF US HIGHWAYS 180, 183 AND STATE HIGHWAY 67
 CT1188'IN BRECKENRIDGE, GO SOUTH ON US HIGHWAY 183 FOR 1.75 MI (2.82 KM) TO
 CT1188'THE INTERSECTION OF FARM ROAD 2231.  CONTINUE AHEAD AND GO SOUTH ON US
 CT1188'HIGHWAY 183 FOR 0.5 MI (0.8 KM) TO A PAVED ROAD LEFT.  TURN LEFT AND
 CT1188'GO EAST AND THEN SOUTH ON COUNTY ROAD 150 (AIRPORT ENTRANCE ROAD) FOR
 CT1188'0.7 MI (1.1 KM) TO A GATE ON THE LEFT AT THE BEACON TOWER AND TERMINAL
 CT1188'BUILDING.  TURN LEFT AND GO SOUTHEAST, THROUGH GATE THEN STRAIGHT
 CT1188'AHEAD ON THE RAMP AND TAXIWAY FOR 0.05 MI (0.08 KM) TO A RUNWAY
 CT1188'JUCTION AND THE STATION ON THE LEFT.  THE STATION IS 92.0 FT (28.0 M)
 CT1188'WEST OF THE CENTER OF RUNWAY 17/35, 87.0 FT (26.5 M) NORTHEAST OF THE
 CT1188'CENTERLINE OF TAXIWAY, 52.0 FT (15.8 M) NORTHWEST OF THE CENTER OF
 CT1188'RUNWAY 4/22 AND 34.5 FT (10.5 M) SOUTHWEST OF A ARROW INDICATOR BOX.
 CT1188'DRL.  NOTE--LID OF LOGO CAP IS GONE.  THE ROD DEPTH AND SLEEVE DEPTH
 CT1188'ARE UNKNOWN, THE HEADER INFORMATION IS INVALID. THIS STATION WAS
 CT1188'SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1189 ***********************************************************************
 CT1189  SACS        -  This is a Secondary Airport Control Station.
 CT1189  DESIGNATION -  BRECKPORT AZ MK
 CT1189  PID         -  CT1189
 CT1189  STATE/COUNTY-  TX/STEPHENS
 CT1189  USGS QUAD   -  BUCK MOUNTAIN (1982)
 CT1189
 CT1189                         *CURRENT SURVEY CONTROL
 CT1189  ___________________________________________________________________
 CT1189* NAD 83(1993)-  32 43 27.72628(N)    098 53 28.35311(W)     ADJUSTED  
 CT1189* NAVD 88     -       381.99   (meters)    1253.2    (feet)  GPS OBS   
 CT1189  ___________________________________________________________________
 CT1189  X           -    -830,190.720 (meters)                     COMP
 CT1189  Y           -  -5,306,813.919 (meters)                     COMP
 CT1189  Z           -   3,428,472.801 (meters)                     COMP
 CT1189  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CT1189  ELLIP HEIGHT-         352.70  (meters)          (02/27/01) GPS OBS
 CT1189  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CT1189
 CT1189  HORZ ORDER  -  FIRST
 CT1189  ELLP ORDER  -  FOURTH    CLASS II
 CT1189
 CT1189.This mark is at Stephens Co (BKD) Airport (BKD)
 CT1189
 CT1189.The horizontal coordinates were established by GPS observations
 CT1189.and adjusted by the National Geodetic Survey in August 1996..
 CT1189
 CT1189.The orthometric height was determined by GPS observations and a
 CT1189.high-resolution geoid model.
 CT1189
 CT1189.GPS derived orthometric heights for airport stations designated as
 CT1189.PACS or SACS are published to 2 decimal places.  This maintains
 CT1189.centimeter relative accuracy between the PACS and SACS.  It does
 CT1189.not indicate centimeter accuracy relative to other marks which are
 CT1189.part of the NAVD 88 network.
 CT1189
 CT1189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CT1189
 CT1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1189
 CT1189.The ellipsoidal height was determined by GPS observations
 CT1189.and is referenced to NAD 83.
 CT1189
 CT1189.The geoid height was determined by GEOID03.
 CT1189
 CT1189;                    North         East     Units Scale Factor Converg.
 CT1189;SPC TXNC     - 2,117,356.777   563,331.151   MT  0.99988883   -0 12 48.1
 CT1189;SPC TXNC     - 6,946,694.69  1,848,195.62   sFT  0.99988883   -0 12 48.1
 CT1189;UTM  14      - 3,620,736.306   510,194.268   MT  0.99960128   +0 03 31.7
 CT1189
 CT1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1189!SPC TXNC     -   0.99994463  x   0.99988883  =   0.99983346
 CT1189!UTM  14      -   0.99994463  x   0.99960128  =   0.99954593
 CT1189
 CT1189:                Primary Azimuth Mark                     Grid Az
 CT1189:SPC TXNC     -  BRECKPORT                                180 34 31.4
 CT1189:UTM  14      -  BRECKPORT                                180 18 11.6
 CT1189
 CT1189|---------------------------------------------------------------------|
 CT1189| PID    Reference Object                     Distance      Geod. Az  |
 CT1189|                                                           dddmmss.s |
 CT1189| CT1188 BRECKPORT                           APPROX. 0.5 KM 1802143.3 |
 CT1189|---------------------------------------------------------------------|
 CT1189
 CT1189                          SUPERSEDED SURVEY CONTROL
 CT1189
 CT1189  ELLIP H (08/21/96)  352.75   (m)                       GP(       ) 4 2
 CT1189  NAD 83(1993)-  32 43 27.72871(N)    098 53 28.34950(W) AD(       ) 3
 CT1189  ELLIP H (02/16/96)  352.75   (m)                       GP(       ) 5 1
 CT1189  NAD 83(1986)-  32 43 27.73159(N)    098 53 28.33635(W) AD(       ) 3
 CT1189  NAD 27      -  32 43 27.29126(N)    098 53 27.10531(W) AD(       ) 3
 CT1189  NGVD 29 (12/08/88)  381.8    (m)         1253.     (f) GPS OBS        
 CT1189
 CT1189.Superseded values are not recommended for survey control.
 CT1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1189.See file dsdata.txt to determine how the superseded data were derived.
 CT1189
 CT1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB1019420736(NAD 83)
 CT1189_MARKER: I = METAL ROD
 CT1189_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CT1189_SP_SET: OBJECT DRIVEN INTO GROUND
 CT1189_STAMPING: BRECKPORT AZ MK 1988
 CT1189_MARK LOGO: NGS   
 CT1189_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT1189+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1994
 CT1189
 CT1189  HISTORY     - Date     Condition        Report By
 CT1189  HISTORY     - 1988     MONUMENTED       NGS
 CT1189  HISTORY     - 19941231 GOOD             NGS
 CT1189
 CT1189                          STATION DESCRIPTION
 CT1189
 CT1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CT1189'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 CT1189'SOUTH-SOUTHEAST OF BRECKENRIDGE, 1.2 KM (0.75 MI) EAST OF US
 CT1189'HIGHWAY 183 AND AT THE STEPHENS COUNTY AIRPORT.
 CT1189'OWNERSHIP--STEPHENS COUNTY, STEPHENS COUNTY COURTHOUSE,
 CT1189'BRECKENRIDGE, TX 76024.
 CT1189'AIRPORT MANAGER IS P. MINNICH, PHONE 817-559-9129.
 CT1189'
 CT1189'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 180, 183 AND
 CT1189'STATE HIGHWAY 67 IN BRECKENRIDGE, GO SOUTH ON US HIGHWAY 183 FOR
 CT1189'2.8 KM (1.75 MI) TO THE JUNCTION OF FARM ROAD 2231.  CONTINUE SOUTH
 CT1189'FOR 0.8 KM (0.5 MI) TO A PAVED ROAD LEFT.
 CT1189'TURN LEFT AND GO EAST AND THEN SOUTH ON PAVED ROAD FOR 1.1 KM (0.7
 CT1189'MI) TO A GATE ON THE LEFT AT THE BEACON TOWER AND
 CT1189'TERMINAL BUILDING.  TURN LEFT THROUGH THE GATE AND THEN LEFT AND GO
 CT1189'NORTH ON TARMAC AND TAXIWAY FOR 0.5 KM (0.3 MI) TO NORTH END OF
 CT1189'RUNWAY AND THE MARK.
 CT1189'
 CT1189'THE STATION MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 CT1189'ROD DRIVEN INTO THE GROUND 2.1 METERS AND INSIDE A 1-INCH PVC PIPE
 CT1189'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 CT1189'PVC PIPE WITH A LOGO CAP STAMPED---BRECKPORT AZ MK 1988---, THE ROD
 CT1189'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 21.3 METERS
 CT1189'(70.0 FT) WEST OF RUNWAY CENTER, 15.2 METERS (50.0 FT) SOUTH OF
 CT1189'RAMP CENTER, 8.5 METERS (28.0 FT) NORTH OF ARROW INDICATOR BOX, 4.9
 CT1189'METERS (16.0 FT) SOUTHWEST OF CURVED PAVEMENT EDGE AND 0.6 METER
 CT1189'(2.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 CT1189'
 CT1189'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CT1189'
 CT1189'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CT1189'
 CT1189'DESCRIBED BY D.A. BOWLING.
 CT1189
 CT1189                          STATION RECOVERY (1994)
 CT1189
 CT1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CT1189'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH SOUTHEAST OF
 CT1189'BRECKENRIDGE, 0.75 MI (1.21 KM) EAST OF US HIGHWAY 183 AND AT THE
 CT1189'STEPHENS COUNTY AIRPORT NEAR THE APPROACH END OF RUNWAY 17.
 CT1189'OWNERSHIP---STEPHENS COUNTY, ROUTE 1 BOX 125, BRECKENRIDGE, TX 76424.
 CT1189'AIRPORT MANAGER POSTIION IS NOT OCCUPIED AT THIS TIME, CONTACT AT
 CT1189'AIRPORT IS BUSTER CLEGG OF BRECK AIRWAYS.  PHONE (817) 559-7555 OR
 CT1189'(817) 559-9129.  TO REACH THE STATION FROM THE JUCTION OF US HIGHWAYS
 CT1189'180, 183 AND STATE HIGHWAY 67 IN BRECKENRIDGE, GO SOUTH ON US HIGHWAY
 CT1189'183 FOR 1.75 MI (2.82 KM) TO THE INTERSECTION OF FARM ROAD 2231.
 CT1189'CONTINUE AHEAD AND GO SOUTH ON US HIGHWAY 183 FOR 0.5 MI (0.8 KM) TO A
 CT1189'PAVED ROAD LEFT.  TURN LEFT AND GO EAST AND THEN SOUTH ON COUNTY ROAD
 CT1189'150 (AIRPORT ENTRANCE ROAD) FOR 0.7 MI (1.1 KM) TO A GATE ON THE LEFT
 CT1189'AT THE BEACON TOWER AND TERMINAL BUILDING.  TURN LEFT THROUGH THE GATE
 CT1189'AND THEN LEFT AND GO NORTH ON THE RAMP AND TAXIWAY FOR 0.3 MI (0.5 KM)
 CT1189'TO THE NORTH END OF THE RUNWAY AND THE STATION ON THE RIGHT.  THE
 CT1189'STATION IS 70.0 FT (21.3 M) WEST OF THE RUNWAY CENTER, 50.0 FT (15.2
 CT1189'M) SOUTH OF THE TAXIWAY CENTER, 28.0 FT (8.5 M) NORTH OF A ARROW
 CT1189'INDICATOR BOX AND 16.0 FT (4.9 M) SOUTHWEST FROM CURVED PAVEMENT EDGE.
 CT1189'DRL.  NOTE--STATION LOGO CAP LID IS GONE AND STAMPING IS NOT
 CT1189'COMPLETELY READABLE--- PORT MK 988---.  THE ROD DEPTH AND SLEEVE DEPTH
 CT1189'ARE UNKNOWN, HEADER INFORMATION IS INVLALID. THIS STATION WAS SELECTED
 CT1189'AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5734 ***********************************************************************
 AW5734  DESIGNATION -  BREEZE
 AW5734  PID         -  AW5734
 AW5734  STATE/COUNTY-  TX/JEFFERSON
 AW5734  USGS QUAD   -  CLAM LAKE (1993)
 AW5734
 AW5734                         *CURRENT SURVEY CONTROL
 AW5734  ___________________________________________________________________
 AW5734* NAD 83(1993)-  29 40 03.10938(N)    094 04 30.35983(W)     ADJUSTED  
 AW5734* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 AW5734  ___________________________________________________________________
 AW5734  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AW5734  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW5734
 AW5734  HORZ ORDER  -  SECOND
 AW5734
 AW5734.The horizontal coordinates were established by classical geodetic methods
 AW5734.and adjusted by the National Geodetic Survey in February 1996..
 AW5734
 AW5734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5734
 AW5734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5734
 AW5734.The geoid height was determined by GEOID03.
 AW5734
 AW5734;                    North         East     Units Scale Factor Converg.
 AW5734;SPC TXSC     - 4,213,314.190 1,076,563.155   MT  0.99988003   +2 24 46.0
 AW5734;SPC TXSC     -13,823,181.64  3,532,024.28   sFT  0.99988003   +2 24 46.0
 AW5734;UTM  15      - 3,282,429.120   395,962.072   MT  0.99973355   -0 31 55.9
 AW5734
 AW5734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5734!SPC TXSC     -   1.00000399  x   0.99988003  =   0.99988402
 AW5734!UTM  15      -   1.00000399  x   0.99973355  =   0.99973754
 AW5734
 AW5734|---------------------------------------------------------------------|
 AW5734| PID    Reference Object                     Distance      Geod. Az  |
 AW5734|                                                           dddmmss.s |
 AW5734| CV8760 BREEZE RM 1                          20.378 METERS 09137     |
 AW5734| CV8761 BREEZE RM 2                          17.498 METERS 22343     |
 AW5734| AW2462 W 1014 RESET                                       2485217.7 |
 AW5734|---------------------------------------------------------------------|
 AW5734
 AW5734                          SUPERSEDED SURVEY CONTROL
 AW5734
 AW5734  NAD 83(1993)-  29 40 03.10909(N)    094 04 30.35985(W) AD(       ) 2
 AW5734  NAD 83(1993)-  29 40 03.12890(N)    094 04 30.33923(W) AD(       ) 2
 AW5734  NAD 83(1986)-  29 40 03.13339(N)    094 04 30.34399(W) AD(       ) 2
 AW5734  NAD 27      -  29 40 02.34620(N)    094 04 29.71470(W) AD(       ) 2
 AW5734  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 AW5734
 AW5734.Superseded values are not recommended for survey control.
 AW5734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5734.See file dsdata.txt to determine how the superseded data were derived.
 AW5734
 AW5734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN9596282429(NAD 83)
 AW5734_MARKER: DS = TRIANGULATION STATION DISK
 AW5734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5734
 AW5734  HISTORY     - Date     Condition        Report By
 AW5734  HISTORY     - 1963     MONUMENTED       CGS
 AW5734  HISTORY     - 1966     GOOD             LOCENG
 AW5734  HISTORY     - 1976     GOOD             NGS
 AW5734  HISTORY     - 1976     GOOD             NGS
 AW5734
 AW5734                          STATION DESCRIPTION
 AW5734
 AW5734'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5734'THE STATION IS LOCATED 11.5 MILES SOUTHWEST OF SABINE PASS,
 AW5734'0.2 MILE WEST OF THE BREEZE INN, ON THE MC FADDEN RANCH.
 AW5734'
 AW5734'TO REACH THE STATION FROM THE DICK DOWLING MONUMENT IN SABINE
 AW5734'PASS, GO SOUTHWEST ON STATE HIGHWAY 87 FOR 11.6 MILES TO
 AW5734'THE BREEZE INN ON THE LEFT, CONTINUE WEST FOR 0.2 MILE TO
 AW5734'THE STATION ON THE RIGHT.
 AW5734'
 AW5734'THE STATION MARK IS A STANDARD DISK STAMPED, BREEZE 1963.
 AW5734'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 AW5734'IS FLUSH WITH THE GROUND SURFACE.  IT IS 3.3 FEET NORTHEAST
 AW5734'OF A CREOSOTE WITNESS POST, 26.5 FEET NORTH OF FENCE LINE
 AW5734'AND 87.9 FEET NORTH OF CENTERLINE OF ROAD.
 AW5734'
 AW5734'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, BREEZE
 AW5734'NO. 1 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 AW5734'MONUMENT, WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 AW5734'IT IS 2.0 FEET NORTH OF FENCE, 61.4 FEET NORTH OF THE CENTERLINE
 AW5734'OF ROAD AND 66.0 FEET NORTHWEST OF A CREOSOTE WITNESS POST
 AW5734'AND SIGN.
 AW5734'
 AW5734'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, BREEZE NO. 2
 AW5734'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 AW5734'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 2.0 FEET NORTH
 AW5734'OF FENCE, 60.0 FEET NORTHEAST OF A CREOSOTE WITNESS POST
 AW5734'AND SIGN AND 68.4 FEET NORTH OF CENTERLINE OF ROAD.
 AW5734'
 AW5734'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED, W1014
 AW5734'RESET 1962, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 AW5734'MONUMENT, WHICH IS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 AW5734'IT IS 1.3 FEET NORTH OF A STANDARD METAL WITNESS POST AND
 AW5734'SIGN, 24.0 FEET WEST OF A WOODEN GATE, 28.4 FEET NORTH OF
 AW5734'EAST WEST FENCE LINE AND 42.0 FEET NORTH OF THE CENTERLINE
 AW5734'OF STATE HIGHWAY 87.
 AW5734'
 AW5734'TO REACH THE BENCH MARK FROM THE STATION, GO WEST ON HIGHWAY
 AW5734'87 FOR 0.4 MILE TO THE BENCH MARK ON THE RIGHT AS DESCRIBED.
 AW5734
 AW5734                          STATION RECOVERY (1966)
 AW5734
 AW5734'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 AW5734'RECOVERED BY J.E. CHANCE AND ASSOC.
 AW5734'
 AW5734'STATION RECOVERED.
 AW5734
 AW5734                          STATION RECOVERY (1976)
 AW5734
 AW5734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 AW5734'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK (BM W
 AW5734'1014 RESET) RECOVERED IN GOOD CONDITION.
 AW5734'
 AW5734'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 87 AND
 AW5734'FARM ROAD 3322 IN SABINE PASS, GO SOUTHWESTERLY ON HIGHWAY 87 FOR
 AW5734'5.8 MILES TO A HISTORICAL MARKER ON THE RIGHT.  CONTINUE ON THE
 AW5734'HIGHWAY FOR 3.4 MILES TO STATION REBECCA 2 1934 ON THE RIGHT.
 AW5734'CONTINUE FOR 3.45 MILES TO THE OLD BREEZE INN CLUB ON THE LEFT.
 AW5734'CONTINUE AHEAD FOR 0.2 MILE TO THE STATION ON THE RIGHT 88 FEET NORTH
 AW5734'OF THE CENTER OF THE HIGHWAY.
 AW5734'
 AW5734'STATION MARK IS FLUSH AND 26.5 FEET NW OF A FENCE LINE.
 AW5734'
 AW5734'RM 1 IS 66.82 FEET E OF STATION AND 2 FEET N OF FENCE LINE.
 AW5734'
 AW5734'RM 2 IS 57.41 FEET SW OF STATION AND 2 FEET N OF FENCE LINE.
 AW5734'
 AW5734'TO REACH THE AZIMUTH MARK CONTINUE SW ON HIGHWAY 87 FOR 0.4 MILE TO
 AW5734'THE MARK ON THE RIGHT 42 FEET NW OF CENTER OF THE HIGHWAY.
 AW5734'
 AW5734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SW OF
 AW5734'SABINE PASS.
 AW5734
 AW5734                          STATION RECOVERY (1976)
 AW5734
 AW5734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 AW5734'STATION MARK, R.M. 1, R.M. 2, AND BM 1014 RESET (AZIMUTH MARK)
 AW5734'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW5734'WITH THE EXCEPTION THAT THE CREOSOTE WITNESS POST AT THE STATION
 AW5734'SITE IS GONE.
 AW5734'
 AW5734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12 MILES
 AW5734'SOUTHWEST OF SABINE PASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0115 ***********************************************************************
 BM0115  DESIGNATION -  BRENHAM
 BM0115  PID         -  BM0115
 BM0115  STATE/COUNTY-  TX/WASHINGTON
 BM0115  USGS QUAD   -  BRENHAM (1989)
 BM0115
 BM0115                         *CURRENT SURVEY CONTROL
 BM0115  ___________________________________________________________________
 BM0115* NAD 83(1986)-  30 10 14.     (N)    096 23 57.     (W)     SCALED    
 BM0115* NAVD 88     -       102.29   (+/-2cm)     335.6    (feet)  VERTCON   
 BM0115  ___________________________________________________________________
 BM0115  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BM0115
 BM0115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0115
 BM0115.The horizontal coordinates were scaled from a topographic map and have
 BM0115.an estimated accuracy of +/- 6 seconds.
 BM0115
 BM0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0115.The vertical order pertains to the NGVD 29 superseded value.
 BM0115
 BM0115.The geoid height was determined by GEOID03.
 BM0115
 BM0115;                    North         East    Units  Estimated Accuracy
 BM0115;SPC TX C     - 3,062,560.    1,078,860.      MT  (+/- 180 meters Scaled)
 BM0115
 BM0115                          SUPERSEDED SURVEY CONTROL
 BM0115
 BM0115  NGVD 29 (??/??/92)  102.253  (m)          335.48   (f) ADJ UNCH    2 0
 BM0115
 BM0115.Superseded values are not recommended for survey control.
 BM0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0115.See file dsdata.txt to determine how the superseded data were derived.
 BM0115
 BM0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU504405(NAD 83)
 BM0115_MARKER: DB = BENCH MARK DISK
 BM0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0115_SP_SET: BUILDING
 BM0115_STAMPING: BRENHAM 1933
 BM0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0115
 BM0115  HISTORY     - Date     Condition        Report By
 BM0115  HISTORY     - 1933     MONUMENTED       CGS
 BM0115  HISTORY     - 1934     GOOD             NGS
 BM0115  HISTORY     - 1954     GOOD             NGS
 BM0115  HISTORY     - 19910623 MARK NOT FOUND   USPSQD
 BM0115  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0115  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0115
 BM0115                          STATION DESCRIPTION
 BM0115
 BM0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BM0115'IN BRENHAM.
 BM0115'SET VERTICAL IN THE EAST SIDE OF THE CITY LIBRARY, 1 FOOT FROM THE
 BM0115'SOUTHEAST CORNER OF THE BUILDING AND FOUR FEET ABOVE THE GROUND.
 BM0115
 BM0115                          STATION RECOVERY (1954)
 BM0115
 BM0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0115'RECOVERED IN GOOD CONDITION.
 BM0115
 BM0115                          STATION RECOVERY (1991)
 BM0115
 BM0115'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0115'MARK NOT FOUND.
 BM0115
 BM0115                          STATION RECOVERY (1994)
 BM0115
 BM0115'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0115'MARK NOT FOUND.
 BM0115
 BM0115                          STATION RECOVERY (1994)
 BM0115
 BM0115'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1067 ***********************************************************************
 BM1067  DESIGNATION -  BRENHAM
 BM1067  PID         -  BM1067
 BM1067  STATE/COUNTY-  TX/WASHINGTON
 BM1067  USGS QUAD   -  BRENHAM (1989)
 BM1067
 BM1067                         *CURRENT SURVEY CONTROL
 BM1067  ___________________________________________________________________
 BM1067* NAD 83(1993)-  30 09 02.37154(N)    096 23 43.49103(W)     ADJUSTED  
 BM1067* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BM1067  ___________________________________________________________________
 BM1067  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BM1067  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BM1067
 BM1067  HORZ ORDER  -  FIRST
 BM1067
 BM1067.The horizontal coordinates were established by classical geodetic methods
 BM1067.and adjusted by the National Geodetic Survey in February 1996..
 BM1067
 BM1067.The orthometric height was scaled from a topographic map.
 BM1067
 BM1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1067
 BM1067.The geoid height was determined by GEOID03.
 BM1067
 BM1067;                    North         East     Units Scale Factor Converg.
 BM1067;SPC TX C     - 3,060,368.677 1,079,297.328   MT  0.99999110   +2 01 41.7
 BM1067;SPC TX C     -10,040,559.57  3,540,994.65   sFT  0.99999110   +2 01 41.7
 BM1067;SPC TXSC     - 4,259,623.162   850,896.648   MT  0.99996437   +1 16 33.7
 BM1067;SPC TXSC     -13,975,113.66  2,791,650.09   sFT  0.99996437   +1 16 33.7
 BM1067;UTM  14      - 3,338,345.014   750,869.080   MT  1.00037652   +1 18 32.1
 BM1067
 BM1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1067!SPC TX C     -   0.99998633  x   0.99999110  =   0.99997743
 BM1067!SPC TXSC     -   0.99998633  x   0.99996437  =   0.99995070
 BM1067!UTM  14      -   0.99998633  x   1.00037652  =   1.00036285
 BM1067
 BM1067:                Primary Azimuth Mark                     Grid Az
 BM1067:SPC TX C     -  PRAIRIE HILL ST JOHNS LUTH CH            006 33 45.7
 BM1067:SPC TXSC     -  PRAIRIE HILL ST JOHNS LUTH CH            007 18 53.7
 BM1067:UTM  14      -  PRAIRIE HILL ST JOHNS LUTH CH            007 16 55.3
 BM1067
 BM1067|---------------------------------------------------------------------|
 BM1067| PID    Reference Object                     Distance      Geod. Az  |
 BM1067|                                                           dddmmss.s |
 BM1067| BM1001 PRAIRIE HILL ST JOHNS LUTH CH       APPROX.11.1 KM 0083527.4 |
 BM1067| BM0997 BRENHAM TEX P AND L PROP MK          13.396 METERS 03513     |
 BM1067| CV8137 BRENHAM RM 3                         10.522 METERS 08754     |
 BM1067| CV8135 BRENHAM RM 1                         26.009 METERS 14043     |
 BM1067| CV8134 BRENHAM AZ MK                                      1943725.5 |
 BM1067| BM0993 SALEM EVAN LUTHERAN CH SPIRE        APPROX. 3.6 KM 2094442.4 |
 BM1067| CV8136 BRENHAM RM 2                         44.693 METERS 26048     |
 BM1067| BM0995 ZION EVAN LUTHERAN CH SPIRE         APPROX.10.7 KM 3011147.9 |
 BM1067| BM0999 BRENHAM TEXAS P AND L CO SPIPE      APPROX. 1.6 KM 3333220.0 |
 BM1067|---------------------------------------------------------------------|
 BM1067
 BM1067                          SUPERSEDED SURVEY CONTROL
 BM1067
 BM1067  NAD 83(1986)-  30 09 02.38674(N)    096 23 43.47482(W) AD(       ) 1
 BM1067  NAD 27      -  30 09 01.61500(N)    096 23 42.59700(W) AD(       ) 1
 BM1067
 BM1067.Superseded values are not recommended for survey control.
 BM1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1067.See file dsdata.txt to determine how the superseded data were derived.
 BM1067
 BM1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5086938345(NAD 83)
 BM1067_MARKER: DS = TRIANGULATION STATION DISK
 BM1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1067
 BM1067  HISTORY     - Date     Condition        Report By
 BM1067  HISTORY     - 1935     MONUMENTED       CGS
 BM1067  HISTORY     - 1937     GOOD             TXHD
 BM1067  HISTORY     - 1949     GOOD             CGS
 BM1067  HISTORY     - 1954     SEE DESCRIPTION  CGS
 BM1067  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM1067  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 BM1067
 BM1067                          STATION DESCRIPTION
 BM1067
 BM1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1067'THIS STATION IS ABOUT 1 MILE S OF THE CENTER OF BRENHAM,
 BM1067'AND 0.1 MILE (ONE BLOCK) S OF THE S CITY LIMITS OF BRENHAM,
 BM1067'0.1 MILE E OF TEXAS HIGHWAY 36, AND AT THE S END OF S AUSTIN
 BM1067'STREET ON LAND OF UNKNOWN OWNERSHIP, ON THE W SIDE OF A TEXAS
 BM1067'POWER AND LIGHT COMPANY SUBSTATION.  THE STATION IS ON THE
 BM1067'EXTENSION OF THE W EDGE OF S AUSTIN STREET, 48 FEET S OF THE
 BM1067'CENTER LINE OF AN E-W STREET, 24 FEET S OF THE S RIGHT-OF-WAY
 BM1067'FENCE, 35 FEET W OF THE WIRE FENCE ON THE W SIDE OF THE
 BM1067'SUBSTATION, AND 43.95 FEET SW OF THE CORNER MARKER AT THE NW
 BM1067'CORNER OF THE TEXAS POWER AND LIGHT COMPANY PROPERTY.  THE
 BM1067'STATION MARK IS ABOUT 12 INCHES BELOW THE SURFACE.
 BM1067'
 BM1067'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BM1067'BRONZE DISKS SET IN CONCRETE.
 BM1067'
 BM1067'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 1 FOOT W OF THE
 BM1067'FENCE ON THE W SIDE OF THE SUBSTATION, 64 FEET N OF THE SW
 BM1067'CORNER OF THE FENCED SUBSTATION ENCLOSURE, AND 106 FEET S
 BM1067'OF THE NW CORNER OF THE ENCLOSURE.  THE MARK PROJECTS 8 INCHES.
 BM1067'
 BM1067'REFERENCE MARK NO. 2 IS W OF THE STATION, 3 FEET S OF THE S
 BM1067'RIGHT-OF-WAY FENCE AND 27 FEET S OF THE CENTER LINE OF THE
 BM1067'STREET.  THE MARK PROJECTS 7 INCHES.
 BM1067'
 BM1067'THE TEXAS POWER AND LIGHT COMPANY PROPERTY CORNER MARKER IS A
 BM1067'ROUND BRONZE TABLET, SET IN TOP OF A ROUND CONCRETE
 BM1067'POST, WHICH PROJECTS ABOUT 12 INCHES.  THE CENTER IS MARKED
 BM1067'BY A PUNCHED HOLE IN THE TABLET.  THE DISK IS STAMPED TEXAS
 BM1067'POWER AND LIGHT COMPANY PROPERTY CORNER MARKER ELEV. 387.58
 BM1067'FEET.  THE MARK IS AT THE NW CORNER OF THE FENCED ENCLOSURE
 BM1067'AND 22 FEET S OF THE CENTER LINE OF THE STREET.
 BM1067'
 BM1067'THE AZIMUTH MARK IS SW OF THE STATION, 38 FEET W OF THE
 BM1067'CENTER LINE OF THE PAVEMENT OF TEXAS ROUTE 36, 1/2 FOOT
 BM1067'E OF THE RIGHT-OF-WAY FENCE, 86 FEET N OF A FENCE CORNER, AND
 BM1067'ABOUT 300 FEET N OF THE DRIVE TO ANTON JOZWIAKS HOUSE, WHICH
 BM1067'IS AT THE SUMMIT OF THE HIGHWAY GRADE.  THE MARK PROJECTS 8
 BM1067'INCHES.
 BM1067'
 BM1067'TO REACH THE STATION FROM THE W SIDE OF THE COURTHOUSE SQUARE
 BM1067'IN BRENHAM, GO W 2 BLOCKS TO AUSTIN STRET, THENCE S ON AUSTIN
 BM1067'STREET ABOUT 1 MILE TO THE STATION AT THE END OF THE STREET.
 BM1067'
 BM1067'IN THIS DESCRIPTION IT IS ASSUMED THAT THE STREETS RUN E-W
 BM1067'AND N-S.  AUSTIN STREET N OF THE STATION RUNS SEVERAL DEGREES
 BM1067'W OF N.
 BM1067'
 BM1067'ALL LIGHTS COME INTO VIEW AT 30 FEET.
 BM1067
 BM1067                          STATION RECOVERY (1937)
 BM1067
 BM1067'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM1067'STATION MARK, REFERENCE MARK NO. 1, AND AZIMUTH MARK RECOVERED
 BM1067'IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 BM1067
 BM1067                          STATION RECOVERY (1949)
 BM1067
 BM1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 BM1067'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 BM1067'THE AREA TO THE WEST OF THE STATION HAS BEEN SUB-DIVIDED
 BM1067'AND DEVELOPED FOR RESIDENTIAL PROPERTY.  AUSTIN STREET HAS
 BM1067'BEEN DEVELOPED AND EXTENDED TO THE SOUTH.  THE STATION MARK IS
 BM1067'NOW A FLUSH MARK, ON THE WEST EDGE OF AUSTIN STREET.  R.M.
 BM1067'NO. 2 WAS REMOVED AT THE REQUEST OF THE PROPERTY OWNER.
 BM1067'R.M. NO. 1 AND THE PROPERTY CORNER, TEXAS POWER AND LIGHT
 BM1067'CO. MARK ARE BOTH IN GOOD CONDITION ALONG THE EAST EDGE OF
 BM1067'THE STREET.  A NEW REFERENCE MARK, A STANDARD DISK STAMPED
 BM1067'BREHAM NO. 3 1949 SET IN CONCRETE MONUMENT PROJECTING ABOUT
 BM1067'8 INCHES WAS SET 1 FOOT WEST OF THE POWER COMPANY FENCE LINE
 BM1067'AND ALONG THE EAST EDGE OF AUSTIN STREET.  IT IS 33 FEET
 BM1067'SOUTH OF THE NORTHWEST CORNER OF THE POWER COMPANY
 BM1067'PROPERTY.  ALL MARKS ARE NOW ON CITY OF BRENHAM PROPERTY.
 BM1067
 BM1067                          STATION RECOVERY (1954)
 BM1067
 BM1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1067'SURFACE-STATION MARK HAS BEEN DESTROYED BY RESIDENTIAL
 BM1067'DEVELOPMENT IN THIS AREA.  PROVIDING THE UNDERGROUND-STATION
 BM1067'MARK WAS NOT DESTROYED AT THE TIME OF DEVELOPMENT, IT IS NOW
 BM1067'UNDERNEATH A DWELLING HOUSE.  THE DISKS WERE REMOVED FROM
 BM1067'R.M. 1, R.M. 3, AZIMUTH MARK AND THE SURFACE-STATION MARK
 BM1067'AND FORWARDED TO THE WASHINGTON OFFICE.
 BM1067'
 BM1067'THIS STATION SHOULD BE CONSIDERED AS LOST.
 BM1067'
 BM1067'A NEW STATION BRENHAM 2 1954 WAS ESTABLISHED ABOUT 3/4 MILE WEST
 BM1067'OF THIS LOCATION.
 BM1067
 BM1067                          STATION RECOVERY (1999)
 BM1067
 BM1067'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1067'MARK NOT FOUND.
 BM1067
 BM1067                          STATION RECOVERY (2004)
 BM1067
 BM1067'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM1067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0996 ***********************************************************************
 BM0996  DESIGNATION -  BRENHAM 2
 BM0996  PID         -  BM0996
 BM0996  STATE/COUNTY-  TX/WASHINGTON
 BM0996  USGS QUAD   -  BRENHAM (1989)
 BM0996
 BM0996                         *CURRENT SURVEY CONTROL
 BM0996  ___________________________________________________________________
 BM0996* NAD 83(1993)-  30 08 53.84954(N)    096 24 18.78560(W)     ADJUSTED  
 BM0996* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 BM0996  ___________________________________________________________________
 BM0996  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BM0996  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BM0996
 BM0996  HORZ ORDER  -  SECOND
 BM0996
 BM0996.The horizontal coordinates were established by classical geodetic methods
 BM0996.and adjusted by the National Geodetic Survey in February 1996..
 BM0996
 BM0996.The orthometric height was scaled from a topographic map.
 BM0996
 BM0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0996
 BM0996.The geoid height was determined by GEOID03.
 BM0996
 BM0996;                    North         East     Units Scale Factor Converg.
 BM0996;SPC TX C     - 3,060,073.038 1,078,362.667   MT  0.99999171   +2 01 23.6
 BM0996;SPC TX C     -10,039,589.63  3,537,928.18   sFT  0.99999171   +2 01 23.6
 BM0996;SPC TXSC     - 4,259,339.824   849,958.212   MT  0.99996378   +1 16 16.4
 BM0996;SPC TXSC     -13,974,184.07  2,788,571.23   sFT  0.99996378   +1 16 16.4
 BM0996;UTM  14      - 3,338,061.023   749,930.423   MT  1.00037072   +1 18 14.0
 BM0996
 BM0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0996!SPC TX C     -   0.99998382  x   0.99999171  =   0.99997553
 BM0996!SPC TXSC     -   0.99998382  x   0.99996378  =   0.99994760
 BM0996!UTM  14      -   0.99998382  x   1.00037072  =   1.00035453
 BM0996
 BM0996|---------------------------------------------------------------------|
 BM0996| PID    Reference Object                     Distance      Geod. Az  |
 BM0996|                                                           dddmmss.s |
 BM0996| CV8139 BRENHAM 2 RM 1                       26.015 METERS 01618     |
 BM0996| BM1000 BRENHAM MUNICIPAL TANK              APPROX. 1.7 KM 0241524.0 |
 BM0996| CV8138 BRENHAM 2 AZ MK                                    0453550.7 |
 BM0996| BM0990 CHAPEL HILL FIRST BAP CH SPIRE      APPROX.14.3 KM 0932304.6 |
 BM0996| BM0993 SALEM EVAN LUTHERAN CH SPIRE        APPROX. 3.0 KM 1962907.2 |
 BM0996| CV8140 BRENHAM 2 RM 2                       26.658 METERS 30928     |
 BM0996| BM0998 BRENHAM RADIO STA KWHI MAST         APPROX. 5.0 KM 3581339.2 |
 BM0996|---------------------------------------------------------------------|
 BM0996
 BM0996                          SUPERSEDED SURVEY CONTROL
 BM0996
 BM0996  NAD 83(1986)-  30 08 53.86529(N)    096 24 18.76923(W) AD(       ) 2
 BM0996  NAD 27      -  30 08 53.08400(N)    096 24 17.89000(W) AD(       ) 2
 BM0996
 BM0996.Superseded values are not recommended for survey control.
 BM0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0996.See file dsdata.txt to determine how the superseded data were derived.
 BM0996
 BM0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU4993038061(NAD 83)
 BM0996_MARKER: DS = TRIANGULATION STATION DISK
 BM0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0996
 BM0996  HISTORY     - Date     Condition        Report By
 BM0996  HISTORY     - 1954     MONUMENTED       CGS
 BM0996  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0996  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 BM0996
 BM0996                          STATION DESCRIPTION
 BM0996
 BM0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0996'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF THE
 BM0996'COURTHOUSE IN BRENHAM, 0.7 MILE WEST OF THE TRIANGULATION
 BM0996'STATION BRENHAM 1935, 0.5 MILE WEST OF THE STATE HIGHWAY
 BM0996'36 AND ABOUT 0.15 MILE SOUTH OF THE PRESENT SOUTHWEST CITY
 BM0996'LIMITS OF BRENHAM.  IT IS ON THE HIGHEST AREA IN THE VICINITY
 BM0996'AND IN A SMALL, TRIANGULAR SHAPED PASTURE OWNED BY MR. ADLERS
 BM0996'OF BRENHAM.
 BM0996'
 BM0996'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 BM0996'PROJECTING 4 INCHES.  IT IS 73 FEET EAST OF THE SOUTHWEST
 BM0996'FENCE CORNER OF THE PASTURE, 6 FEET NORTH OF AN EAST-WEST
 BM0996'FENCELINE BORDERING THE SOUTH EDGE OF THE PASTURE AND 4
 BM0996'FEET EAST OF A WITNESS POST.  THE MARK IS STAMPED BRENHAM 2
 BM0996'1954.
 BM0996'
 BM0996'TO REACH THE STATION FROM RAILWAY STATION IN BRENHAM, GO SOUTH
 BM0996'ON STATE HIGHWAY 36, SOUTH AUSTIN STREET, FOR 1 MILE TO THE
 BM0996'INTERSECTION WITH LUBBOCK STREET AND SIGN MEMORIAL SHOP.  TURN
 BM0996'RIGHT, WEST, AND GO 0.7 MILE TO THE END OF LUBBOCK STREET,
 BM0996'THENCE LEFT FOR 0.15 MILE TO A GATE AND MAIL BOX OF MR. ADLERS.
 BM0996'PASS THROUGH GATE AND CROSS A SMALL PASTURE TO THE SOUTH
 BM0996'EDGE OF SAME AND THE STATION SITE.
 BM0996'
 BM0996'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 BM0996'CONCRETE POST PROJECTING 6 INCHES.  IT IS 71 FEET NORTH OF THE
 BM0996'SOUTHEAST FENCE CORNER OF THE PASTURE AND 1 FOOT WEST OF
 BM0996'THE NORTH-SOUTH FENCELINE BORDERING THE EAST SIDE OF THE
 BM0996'PASTURE.  THE MARK IS STAMPED BRENHAM 2 NO 1 1954.
 BM0996'
 BM0996'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 BM0996'CONCRETE POST PROJECTING 6 INCHES.  THE MARK IS 79 FEET
 BM0996'NORTH OF THE SOUTHWEST FENCE CORNER OF THE PASTURE, 14 FEET
 BM0996'EAST OF THE CENTERLINE OF THE ROAD ON THE WEST SIDE OF THE
 BM0996'PASTURE AND 1 FOOT EAST OF A NORTH-SOUTH FENCELINE BORDERING
 BM0996'THE WEST SIDE OF THE PASTURE.  IT IS STAMPED BRENHAM 2 NO
 BM0996'2 1954.
 BM0996'
 BM0996'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM0996'POST PROJECTING 2 INCHES.  IT IS 27 FEET SOUTH OF THE CENTERLINE
 BM0996'OF LUBBOCK STREET, 28 FEET WEST OF A FENCE CORNER, 3 FEET
 BM0996'WEST OF A WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST
 BM0996'FENCELINE.  THE MARK IS STAMPED BRENHAM 2 1954.
 BM0996'
 BM0996'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAY
 BM0996'36 AND LUBBOCK STREET, GO WEST ON LUBBOCK STREET FOR 0.45
 BM0996'MILE TO THE MARK ON THE LEFT.
 BM0996'
 BM0996'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BM0996
 BM0996                          STATION RECOVERY (1999)
 BM0996
 BM0996'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0996'MARK NOT FOUND.
 BM0996
 BM0996                          STATION RECOVERY (2004)
 BM0996
 BM0996'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1000 ***********************************************************************
 BM1000  DESIGNATION -  BRENHAM MUNICIPAL TANK
 BM1000  PID         -  BM1000
 BM1000  STATE/COUNTY-  TX/WASHINGTON
 BM1000  USGS QUAD   -  BRENHAM (1989)
 BM1000
 BM1000                         *CURRENT SURVEY CONTROL
 BM1000  ___________________________________________________________________
 BM1000* NAD 83(1993)-  30 09 43.69724(N)    096 23 52.93636(W)     ADJUSTED  
 BM1000* NAVD 88     -                                                        
 BM1000  ___________________________________________________________________
 BM1000  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BM1000  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BM1000
 BM1000  HORZ ORDER  -  THIRD
 BM1000
 BM1000.The horizontal coordinates were established by classical geodetic methods
 BM1000.and adjusted by the National Geodetic Survey in February 1996..
 BM1000
 BM1000
 BM1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1000
 BM1000.The geoid height was determined by GEOID03.
 BM1000
 BM1000;                    North         East     Units Scale Factor Converg.
 BM1000;SPC TX C     - 3,061,631.470 1,078,999.712   MT  0.99998817   +2 01 36.9
 BM1000;SPC TX C     -10,044,702.58  3,540,018.22   sFT  0.99998817   +2 01 36.9
 BM1000;SPC TXSC     - 4,260,889.723   850,615.643   MT  0.99996724   +1 16 29.0
 BM1000;SPC TXSC     -13,979,269.03  2,790,728.16   sFT  0.99996724   +1 16 29.0
 BM1000;UTM  14      - 3,339,611.932   750,587.228   MT  1.00037478   +1 18 28.9
 BM1000
 BM1000                          SUPERSEDED SURVEY CONTROL
 BM1000
 BM1000  NAD 83(1986)-  30 09 43.71292(N)    096 23 52.91992(W) AD(       ) 4
 BM1000  NAD 27      -  30 09 42.93300(N)    096 23 52.04100(W) AD(       ) 3
 BM1000
 BM1000.Superseded values are not recommended for survey control.
 BM1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1000.See file dsdata.txt to determine how the superseded data were derived.
 BM1000
 BM1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5058739612(NAD 83)
 BM1000_MARKER: 53 = ELEVATED TANK
 BM1000
 BM1000  HISTORY     - Date     Condition        Report By
 BM1000  HISTORY     - 1954     FIRST OBSERVED   CGS
 BM1000  HISTORY     - 19940820 GOOD             USPSQD
 BM1000  HISTORY     - 19941105 GOOD             USPSQD
 BM1000  HISTORY     - 19991009 GOOD             USPSQD
 BM1000  HISTORY     - 20040327 GOOD             USPSQD
 BM1000
 BM1000                          STATION DESCRIPTION
 BM1000
 BM1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1000'THE STATION IS THE RED LIGHT ON TOP OF THE WATER TANK AT THE
 BM1000'CORNER OF CHURCH AND DALLAS STREETS IN THE CITY OF BRENHAM.
 BM1000'THE TANK IS A MUSHROOM TYPE STRUCTURE SUPPORTED BY 6 TUBULAR
 BM1000'STEEL LEGS AND APPROXIMATELY 120 FEET HIGH.  IT IS PAINTED
 BM1000'SILVER WITH THE WORDS WELCOME TO BRENHAM ON THE NORTH AND SOUTH
 BM1000'SIDES.  THE CITY OF BRENHAM OWNS THE PROPERTY AND THE TANK.
 BM1000
 BM1000                          STATION RECOVERY (1994)
 BM1000
 BM1000'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1000'RECOVERED IN GOOD CONDITION.
 BM1000
 BM1000                          STATION RECOVERY (1994)
 BM1000
 BM1000'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1000'RECOVERED IN GOOD CONDITION.
 BM1000
 BM1000                          STATION RECOVERY (1999)
 BM1000
 BM1000'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1000'RECOVERED IN GOOD CONDITION.
 BM1000
 BM1000                          STATION RECOVERY (2004)
 BM1000
 BM1000'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0998 ***********************************************************************
 BM0998  DESIGNATION -  BRENHAM RADIO STA KWHI MAST
 BM0998  PID         -  BM0998
 BM0998  STATE/COUNTY-  TX/WASHINGTON
 BM0998  USGS QUAD   -  BRENHAM (1989)
 BM0998
 BM0998                         *CURRENT SURVEY CONTROL
 BM0998  ___________________________________________________________________
 BM0998* NAD 83(1993)-  30 11 37.32034(N)    096 24 24.60886(W)     ADJUSTED  
 BM0998* NAVD 88     -                                                        
 BM0998  ___________________________________________________________________
 BM0998  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 BM0998  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BM0998
 BM0998  HORZ ORDER  -  THIRD
 BM0998
 BM0998.The horizontal coordinates were established by classical geodetic methods
 BM0998.and adjusted by the National Geodetic Survey in February 1996..
 BM0998
 BM0998
 BM0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0998
 BM0998.The geoid height was determined by GEOID03.
 BM0998
 BM0998;                    North         East     Units Scale Factor Converg.
 BM0998;SPC TX C     - 3,065,098.111 1,078,029.286   MT  0.99998033   +2 01 20.6
 BM0998;SPC TX C     -10,056,076.05  3,536,834.42   sFT  0.99998033   +2 01 20.6
 BM0998;UTM  14      - 3,343,091.813   749,659.972   MT  1.00036905   +1 18 17.4
 BM0998
 BM0998                          SUPERSEDED SURVEY CONTROL
 BM0998
 BM0998  NAD 83(1986)-  30 11 37.33597(N)    096 24 24.59226(W) AD(       ) 4
 BM0998  NAD 27      -  30 11 36.55600(N)    096 24 23.71300(W) AD(       ) 3
 BM0998
 BM0998.Superseded values are not recommended for survey control.
 BM0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0998.See file dsdata.txt to determine how the superseded data were derived.
 BM0998
 BM0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU4966043092(NAD 83)
 BM0998_MARKER: 42 = RADIO/TV MAST
 BM0998
 BM0998  HISTORY     - Date     Condition        Report By
 BM0998  HISTORY     - 1954     FIRST OBSERVED   CGS
 BM0998  HISTORY     - 19940820 GOOD             USPSQD
 BM0998  HISTORY     - 19941105 GOOD             USPSQD
 BM0998  HISTORY     - 19991010 MARK NOT FOUND   USPSQD
 BM0998
 BM0998                          STATION DESCRIPTION
 BM0998
 BM0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0998'THE STATION IS THE TOP RED LIGHT ON THE TOP OF THE MAST.  IT
 BM0998'IS LOCATED 1.8 MILES NORTH OF THE COURT HOUSE IN THE CITY OF
 BM0998'BRENHAM AND ON THE RIGHT, EAST, SIDE OF STATE HIGHWAY 36.  THE
 BM0998'MAST IS 212 FEET HIGH, BUILT OF STEEL, PAINTED ORANGE AND
 BM0998'WHITE IN ALTERNATE SECTIONS AND IS OWNED BY THOMAS WHITEHEAD.
 BM0998
 BM0998                          STATION RECOVERY (1994)
 BM0998
 BM0998'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0998'RECOVERED IN GOOD CONDITION.
 BM0998
 BM0998                          STATION RECOVERY (1994)
 BM0998
 BM0998'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0998'RECOVERED IN GOOD CONDITION.
 BM0998
 BM0998                          STATION RECOVERY (1999)
 BM0998
 BM0998'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0997 ***********************************************************************
 BM0997  DESIGNATION -  BRENHAM TEX P AND L PROP MK
 BM0997  PID         -  BM0997
 BM0997  STATE/COUNTY-  TX/WASHINGTON
 BM0997  USGS QUAD   -  BRENHAM (1989)
 BM0997
 BM0997                         *CURRENT SURVEY CONTROL
 BM0997  ___________________________________________________________________
 BM0997* NAD 83(1993)-  30 09 02.72692(N)    096 23 43.20231(W)     ADJUSTED  
 BM0997* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BM0997  ___________________________________________________________________
 BM0997  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BM0997  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BM0997
 BM0997  HORZ ORDER  -  SECOND
 BM0997
 BM0997.The horizontal coordinates were established by classical geodetic methods
 BM0997.and adjusted by the National Geodetic Survey in February 1996..
 BM0997
 BM0997.The orthometric height was scaled from a topographic map.
 BM0997
 BM0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0997
 BM0997.The geoid height was determined by GEOID03.
 BM0997
 BM0997;                    North         East     Units Scale Factor Converg.
 BM0997;SPC TX C     - 3,060,379.887 1,079,304.662   MT  0.99999107   +2 01 41.9
 BM0997;SPC TX C     -10,040,596.35  3,541,018.71   sFT  0.99999107   +2 01 41.9
 BM0997;SPC TXSC     - 4,259,634.274   850,904.128   MT  0.99996439   +1 16 33.8
 BM0997;SPC TXSC     -13,975,150.11  2,791,674.63   sFT  0.99996439   +1 16 33.8
 BM0997;UTM  14      - 3,338,356.135   750,876.557   MT  1.00037657   +1 18 32.2
 BM0997
 BM0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0997!SPC TX C     -   0.99998633  x   0.99999107  =   0.99997740
 BM0997!SPC TXSC     -   0.99998633  x   0.99996439  =   0.99995072
 BM0997!UTM  14      -   0.99998633  x   1.00037657  =   1.00036290
 BM0997
 BM0997                          SUPERSEDED SURVEY CONTROL
 BM0997
 BM0997  NAD 83(1986)-  30 09 02.74212(N)    096 23 43.18610(W) AD(       ) 2
 BM0997  NAD 27      -  30 09 01.97000(N)    096 23 42.30800(W) AD(       ) 2
 BM0997
 BM0997.Superseded values are not recommended for survey control.
 BM0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0997.See file dsdata.txt to determine how the superseded data were derived.
 BM0997
 BM0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5087738356(NAD 83)
 BM0997_MARKER: 15 = RANGE MARKER
 BM0997
 BM0997  HISTORY     - Date     Condition        Report By
 BM0997  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0997  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0997  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0997
 BM0997                          STATION DESCRIPTION
 BM0997
 BM0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0997'STATION IS ABOUT 1 MILE S OF THE CENTER OF BRENHAM. STATION IS A
 BM0997'ROUND BRONZE TABLET, SET IN TOP OF A ROUND CONCRETE
 BM0997'POST, WHICH PROJECTS ABOUT 12 INCHES.  THE CENTER IS MARKED
 BM0997'BY A PUNCHED HOLE IN THE TABLET.  THE DISK IS STAMPED TEXAS
 BM0997'POWER AND LIGHT COMPANY PROPERTY CORNER MARKER ELEV. 387.58
 BM0997'FEET.  THE MARK IS AT THE NW CORNER OF THE FENCED ENCLOSURE
 BM0997'AND 22 FEET S OF THE CENTER LINE OF THE STREET.
 BM0997
 BM0997                          STATION RECOVERY (1994)
 BM0997
 BM0997'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0997'MARK NOT FOUND.
 BM0997
 BM0997                          STATION RECOVERY (1999)
 BM0997
 BM0997'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0999 ***********************************************************************
 BM0999  DESIGNATION -  BRENHAM TEXAS P AND L CO SPIPE
 BM0999  PID         -  BM0999
 BM0999  STATE/COUNTY-  TX/WASHINGTON
 BM0999  USGS QUAD   -  BRENHAM (1989)
 BM0999
 BM0999                         *CURRENT SURVEY CONTROL
 BM0999  ___________________________________________________________________
 BM0999* NAD 83(1993)-  30 09 48.99996(N)    096 24 10.20018(W)     ADJUSTED  
 BM0999* NAVD 88     -                                                        
 BM0999  ___________________________________________________________________
 BM0999  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BM0999  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BM0999
 BM0999  HORZ ORDER  -  THIRD
 BM0999
 BM0999.The horizontal coordinates were established by classical geodetic methods
 BM0999.and adjusted by the National Geodetic Survey in February 1996..
 BM0999
 BM0999
 BM0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0999
 BM0999.The geoid height was determined by GEOID03.
 BM0999
 BM0999;                    North         East     Units Scale Factor Converg.
 BM0999;SPC TX C     - 3,061,778.325 1,078,532.292   MT  0.99998780   +2 01 28.0
 BM0999;SPC TX C     -10,045,184.39  3,538,484.69   sFT  0.99998780   +2 01 28.0
 BM0999;SPC TXSC     - 4,261,042.698   850,150.200   MT  0.99996761   +1 16 20.6
 BM0999;SPC TXSC     -13,979,770.92  2,789,201.11   sFT  0.99996761   +1 16 20.6
 BM0999;UTM  14      - 3,339,764.698   750,121.507   MT  1.00037190   +1 18 20.4
 BM0999
 BM0999                          SUPERSEDED SURVEY CONTROL
 BM0999
 BM0999  NAD 83(1986)-  30 09 49.01520(N)    096 24 10.18385(W) AD(       ) 4
 BM0999  NAD 27      -  30 09 48.24000(N)    096 24 09.30400(W) AD(       ) 3
 BM0999
 BM0999.Superseded values are not recommended for survey control.
 BM0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0999.See file dsdata.txt to determine how the superseded data were derived.
 BM0999
 BM0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5012239765(NAD 83)
 BM0999_MARKER: 52 = STANDPIPE TANK
 BM0999
 BM0999  HISTORY     - Date     Condition        Report By
 BM0999  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0999  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0999  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0999
 BM0999                          STATION DESCRIPTION
 BM0999
 BM0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0999'THE STATION IS THE CENTER OF THE TALL, BLACK STANDPIPE BELONGING
 BM0999'TO THE TEXAS POWER AND LIGHT COMPANY IN BRENHAM TEXAS.  THE
 BM0999'STANDPIPE WHICH IS ABOUT 100 FEET TALL AND 15 FEET IN DIAMETER
 BM0999'AND QUITE PROMINENT, IS ONE BLOCK W OF ICE PLANT, AND ABOUT
 BM0999'100 FEET S OF SPUR TRACK SERVICING ICE PLANT AND BRENHAM
 BM0999'COTTON OIL MFG. CO. PLANT.  IT IS PARTLY DISMANTELED AND UNDER
 BM0999'REPAIR AT PRESENT.  THERE IS A LADDER ON E SIDE.
 BM0999
 BM0999                          STATION RECOVERY (1994)
 BM0999
 BM0999'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0999'MARK NOT FOUND.
 BM0999
 BM0999                          STATION RECOVERY (1994)
 BM0999
 BM0999'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1640 ***********************************************************************
 AB1640  DESIGNATION -  BRENNER
 AB1640  PID         -  AB1640
 AB1640  STATE/COUNTY-  TX/WILLACY
 AB1640  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1640
 AB1640                         *CURRENT SURVEY CONTROL
 AB1640  ___________________________________________________________________
 AB1640* NAD 83(1993)-  26 28 49.43271(N)    097 51 58.17909(W)     ADJUSTED  
 AB1640* NAVD 88     -        11.5    (meters)      38.     (feet)  VERTCON   
 AB1640  ___________________________________________________________________
 AB1640  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 AB1640  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AB1640
 AB1640  HORZ ORDER  -  FIRST
 AB1640
 AB1640.The horizontal coordinates were established by classical geodetic methods
 AB1640.and adjusted by the National Geodetic Survey in February 1996..
 AB1640
 AB1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1640
 AB1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1640
 AB1640.The geoid height was determined by GEOID03.
 AB1640
 AB1640;                    North         East     Units Scale Factor Converg.
 AB1640;SPC TX S     - 5,090,314.261   363,193.876   MT  0.99993579   +0 17 16.0
 AB1640;SPC TX S     -16,700,472.70  1,191,578.57   sFT  0.99993579   +0 17 16.0
 AB1640;UTM  14      - 2,929,385.291   613,010.954   MT  0.99975768   +0 30 20.2
 AB1640
 AB1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1640!SPC TX S     -   1.00000191  x   0.99993579  =   0.99993770
 AB1640!UTM  14      -   1.00000191  x   0.99975768  =   0.99975959
 AB1640
 AB1640:                Primary Azimuth Mark                     Grid Az
 AB1640:SPC TX S     -  RAYMONDVILLE WATER TANK                  087 07 27.6
 AB1640:UTM  14      -  RAYMONDVILLE WATER TANK                  086 54 23.4
 AB1640
 AB1640|---------------------------------------------------------------------|
 AB1640| PID    Reference Object                     Distance      Geod. Az  |
 AB1640|                                                           dddmmss.s |
 AB1640| AB1644 RAYMONDVILLE WATER TANK             APPROX. 8.3 KM 0872443.6 |
 AB1640| AB1588 RAYMOND                             APPROX.12.7 KM 0885351.3 |
 AB1640| AB1650 RAYMONDVILLE COT GIN SMOKESTK       APPROX. 8.2 KM 0910212.1 |
 AB1640| CV2979 BRENNER RM                           70.750 METERS 16611     |
 AB1640|---------------------------------------------------------------------|
 AB1640
 AB1640                          SUPERSEDED SURVEY CONTROL
 AB1640
 AB1640  NAD 83(1986)-  26 28 49.44249(N)    097 51 58.14452(W) AD(       ) 1
 AB1640  NAD 27      -  26 28 48.19900(N)    097 51 57.15100(W) AD(       ) 1
 AB1640  NGVD 29 (07/19/86)   11.6    (m)           38.     (f) VERT ANG       
 AB1640
 AB1640.Superseded values are not recommended for survey control.
 AB1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1640.See file dsdata.txt to determine how the superseded data were derived.
 AB1640
 AB1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1301129385(NAD 83)
 AB1640_MARKER: DS = TRIANGULATION STATION DISK
 AB1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1640
 AB1640  HISTORY     - Date     Condition        Report By
 AB1640  HISTORY     - 1913     MONUMENTED       CGS
 AB1640  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB1640  HISTORY     - 1961     MARK NOT FOUND   CGS
 AB1640
 AB1640                          STATION DESCRIPTION
 AB1640
 AB1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1640'STATION IS ABOUT 5 MILES W OF RAYMONDVILLE, 1/4 MILE W OF THE
 AB1640'FORMER CAMERON-HIDALGE COUNTY LINE, AND 75 METERS (246 FEET) N
 AB1640'OF CENTER OF WAGON ROAD LEADING W FROM RAYMONDVILLE, NEAR THE
 AB1640'CENTER OF A SMALL CLEARED BUT UNCULTIVATED FIELD BELONGING
 AB1640'TO J.P. BRENNER, OF RAYMONDVILLE.
 AB1640'
 AB1640'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AB1640'DISKS SET IN CONCRETE.
 AB1640'
 AB1640'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE CYLINDER,
 AB1640'AND IS SET IN THE LINE OF THE TELEPHONE POLES ALONG THE ROAD,
 AB1640'AT THE SAME ELEVATION AS THE STATION, AND 70.75 METERS (232.1 FEET)
 AB1640'THEREFROM S 13 DEG 49 MIN E.
 AB1640'
 AB1640'ELEVATION OF STATION, 11.6 METERS (38 FEET).
 AB1640
 AB1640                          STATION RECOVERY (1954)
 AB1640
 AB1640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1640'STATION NOT FOUND.  IT LIES IN CULTIVATED FIELD AND NO MARKS
 AB1640'WERE FOUND.
 AB1640
 AB1640                          STATION RECOVERY (1961)
 AB1640
 AB1640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1640'AN INVERSE WAS COMPUTED BETWEEN BRENNER AND BRENNER 2 IN AN
 AB1640'ATTEMPT TO RECOVER STATION BRENNER.  PIECES OF CONCRETE BELIEVED
 AB1640'TO BE PART OF THE CONCRETE POST OF THE SURFACE STATION MARK WERE
 AB1640'FOUND IN THE HOLE WHILE DIGGING FOR THE UNDERGROUND MARK.
 AB1640'THERE WERE NO DISKS FOUND.  EVIDENTLY ALL MARKS OF THE ORIGINAL
 AB1640'STATION HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1639 ***********************************************************************
 AB1639  DESIGNATION -  BRENNER 2
 AB1639  PID         -  AB1639
 AB1639  STATE/COUNTY-  TX/WILLACY
 AB1639  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1639
 AB1639                         *CURRENT SURVEY CONTROL
 AB1639  ___________________________________________________________________
 AB1639* NAD 83(1993)-  26 28 47.78967(N)    097 52 01.32021(W)     ADJUSTED  
 AB1639* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AB1639  ___________________________________________________________________
 AB1639  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 AB1639  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AB1639
 AB1639  HORZ ORDER  -  SECOND
 AB1639
 AB1639.The horizontal coordinates were established by classical geodetic methods
 AB1639.and adjusted by the National Geodetic Survey in February 1996..
 AB1639
 AB1639.The orthometric height was scaled from a topographic map.
 AB1639
 AB1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1639
 AB1639.The geoid height was determined by GEOID03.
 AB1639
 AB1639;                    North         East     Units Scale Factor Converg.
 AB1639;SPC TX S     - 5,090,263.261   363,107.139   MT  0.99993587   +0 17 14.5
 AB1639;SPC TX S     -16,700,305.38  1,191,294.01   sFT  0.99993587   +0 17 14.5
 AB1639;UTM  14      - 2,929,333.971   612,924.427   MT  0.99975744   +0 30 18.8
 AB1639
 AB1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1639!SPC TX S     -   1.00000200  x   0.99993587  =   0.99993787
 AB1639!UTM  14      -   1.00000200  x   0.99975744  =   0.99975944
 AB1639
 AB1639:                Primary Azimuth Mark                     Grid Az
 AB1639:SPC TX S     -  RAYMONDVILLE ST HWY DEPT TWR             079 01 29.5
 AB1639:UTM  14      -  RAYMONDVILLE ST HWY DEPT TWR             078 48 25.2
 AB1639
 AB1639|---------------------------------------------------------------------|
 AB1639| PID    Reference Object                     Distance      Geod. Az  |
 AB1639|                                                           dddmmss.s |
 AB1639| AB1645 RAYMONDVILLE ST HWY DEPT TWR        APPROX. 8.8 KM 0791844.0 |
 AB1639| AB1587 RAYMOND 2                           APPROX.12.8 KM 0885225.4 |
 AB1639| AB1586 RAYMONDVILLE FIRST METH CH          APPROX.12.1 KM 0890255.1 |
 AB1639| CV2980 BRENNER 2 AZ MK                                    0892057.6 |
 AB1639| AB1642 RAYMONDVILLE NEW MUN TANK           APPROX. 9.1 KM 0965159.3 |
 AB1639| AB1646 RAYMONDVILLE RAD KSOX MAST          APPROX. 8.8 KM 1054234.8 |
 AB1639| AB1641 LYFORD HAMPLE IMPLEMENT CO MST      APPROX.10.6 KM 1330333.0 |
 AB1639| AB1643 LYFORD GIN ASSN GRAIN ELEV          APPROX.11.1 KM 1362753.2 |
 AB1639| AB1651 LYFORD US BORDER PATROL MAST        APPROX.11.4 KM 1381141.0 |
 AB1639| AB1658 LA VILLA RAD KGBT S RAD MAST        APPROX.12.0 KM 1935255.5 |
 AB1639| AB1661 LA VILLA RAD KGBT N RAD MAST        APPROX.11.7 KM 1940030.0 |
 AB1639| CV2982 BRENNER 2 RM 3                       36.202 METERS 24909     |
 AB1639| CV2981 BRENNER 2 RM 2                       43.328 METERS 35728     |
 AB1639|---------------------------------------------------------------------|
 AB1639
 AB1639                          SUPERSEDED SURVEY CONTROL
 AB1639
 AB1639  NAD 83(1986)-  26 28 47.79874(N)    097 52 01.28533(W) AD(       ) 2
 AB1639  NAD 27      -  26 28 46.55990(N)    097 52 00.29220(W) AD(       ) 2
 AB1639
 AB1639.Superseded values are not recommended for survey control.
 AB1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1639.See file dsdata.txt to determine how the superseded data were derived.
 AB1639
 AB1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1292429334(NAD 83)
 AB1639_MARKER: DS = TRIANGULATION STATION DISK
 AB1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1639
 AB1639  HISTORY     - Date     Condition        Report By
 AB1639  HISTORY     - 1961     MONUMENTED       CGS
 AB1639
 AB1639                          STATION DESCRIPTION
 AB1639
 AB1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1639'THE STATION IS APPROXIMATELY 5 MILES WEST OF RAYMONDVILLE, 3 MILES
 AB1639'NORTHEAST OF LASARA, ALONG THE NORTH SIDE OF STATE HIGHWAY 186,
 AB1639'ON PROPERTY OWNED BY MR. R.S. TODD.
 AB1639'
 AB1639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 AB1639'STATE HIGHWAY 186 IN RAYMONDVILLE, GO WEST ON HIGHWAY 186 FOR
 AB1639'3.9 MILES TO THE JUNCTION OF FARM ROAD 1761.  CONTINUE WEST
 AB1639'ON HIGHWAY 186 FOR 0.75 MILE TO AN IRRIGATION DITCH AND THE
 AB1639'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 186 FOR
 AB1639'0.5 MILE TO A SIDE ROAD ON THE RIGHT WHICH LEADS NORTH TO A
 AB1639'MACHINE SHED AND THE STATION ON THE RIGHT IN THE NORTHWEST
 AB1639'ANGLE.
 AB1639'
 AB1639'STATION MARKS ARE STANDARD DISKS STAMPED BRENNER 2 1961.  THE
 AB1639'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 AB1639'WITH THE SURFACE OF THE GROUND.  IT IS 143.5 FEET SOUTH OF THE
 AB1639'SOUTH GABLE OF THE MACHINE SHED, 93 FEET NORTH OF THE CENTER
 AB1639'LINE OF HIGHWAY 186, 53 FEET SOUTHEAST OF A POWER POLE, 40 FEET
 AB1639'WEST OF THE CENTER OF A DIRT ROAD, AND 30 FEET WEST OF THE
 AB1639'SOUTH ONE OF THREE PALM TREES.  THE UNDERGROUND DISK IS SET
 AB1639'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 AB1639'OF THE GROUND.
 AB1639'
 AB1639'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRENNER 2 NO 2
 AB1639'1961, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 AB1639'OF THE GROUND.  IT IS 44 FEET WEST OF THE CENTER OF THE DIRT
 AB1639'ROAD, 17 FEET EAST OF THE SOUTHWEST CORNER OF THE MACHINE SHED
 AB1639'AND 2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE SHED.
 AB1639'
 AB1639'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BRENNER 2 NO 3
 AB1639'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AB1639'IT IS 52 FEET NORTH OF THE CENTER LINE OF HIGHWAY 186 AND 1.5
 AB1639'FEET EAST OF A POWER POLE WITH A TRANSFORMER.
 AB1639'
 AB1639'AZIMUTH MARK IS A STANDARD DISK STAMPED BRENNER 2 1961, SET IN
 AB1639'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 100 FEET
 AB1639'NORTH OF THE CENTER LINE OF HIGHWAY 186, 44 FEET WEST OF THE
 AB1639'CENTER OF A FIELD ROAD, 17 FEET EAST OF THE EAST EDGE OF AN
 AB1639'IRRIGATION DITCH AND 2.1 FEET NORTH OF A METAL WITNESS POST.
 AB1639'
 AB1639'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AB1639'
 AB1639'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1070 ***********************************************************************
 BM1070  SACS        -  This is a Secondary Airport Control Station.
 BM1070  DESIGNATION -  BRENPORT
 BM1070  PID         -  BM1070
 BM1070  STATE/COUNTY-  TX/WASHINGTON
 BM1070  USGS QUAD   -  CHAPPELL HILL (1989)
 BM1070
 BM1070                         *CURRENT SURVEY CONTROL
 BM1070  ___________________________________________________________________
 BM1070* NAD 83(1993)-  30 13 02.98372(N)    096 22 25.00852(W)     ADJUSTED  
 BM1070* NAVD 88     -        79.70   (meters)     261.5    (feet)  GPS OBS   
 BM1070  ___________________________________________________________________
 BM1070  X           -    -612,361.104 (meters)                     COMP
 BM1070  Y           -  -5,482,112.335 (meters)                     COMP
 BM1070  Z           -   3,191,257.327 (meters)                     COMP
 BM1070  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 BM1070  ELLIP HEIGHT-          52.43  (meters)          (03/15/01) GPS OBS
 BM1070  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BM1070
 BM1070  HORZ ORDER  -  FIRST
 BM1070  ELLP ORDER  -  FIFTH     CLASS II
 BM1070
 BM1070.This mark is at Brenham Muni (11R) Airport (11R)
 BM1070
 BM1070.The horizontal coordinates were established by GPS observations
 BM1070.and adjusted by the National Geodetic Survey in August 1996..
 BM1070
 BM1070.The orthometric height was determined by GPS observations and a
 BM1070.high-resolution geoid model.
 BM1070
 BM1070.GPS derived orthometric heights for airport stations designated as
 BM1070.PACS or SACS are published to 2 decimal places.  This maintains
 BM1070.centimeter relative accuracy between the PACS and SACS.  It does
 BM1070.not indicate centimeter accuracy relative to other marks which are
 BM1070.part of the NAVD 88 network.
 BM1070
 BM1070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1070
 BM1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1070
 BM1070.The ellipsoidal height was determined by GPS observations
 BM1070.and is referenced to NAD 83.
 BM1070
 BM1070.The geoid height was determined by GEOID03.
 BM1070
 BM1070;                    North         East     Units Scale Factor Converg.
 BM1070;SPC TX C     - 3,067,847.616 1,081,132.593   MT  0.99997461   +2 02 22.2
 BM1070;SPC TX C     -10,065,096.72  3,547,015.85   sFT  0.99997461   +2 02 22.2
 BM1070;UTM  14      - 3,345,803.342   752,798.713   MT  1.00038851   +1 19 21.1
 BM1070
 BM1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1070!SPC TX C     -   0.99999177  x   0.99997461  =   0.99996638
 BM1070!UTM  14      -   0.99999177  x   1.00038851  =   1.00038027
 BM1070
 BM1070:                Primary Azimuth Mark                     Grid Az
 BM1070:SPC TX C     -  BRENPORT AZ MK                           170 22 48.0
 BM1070:UTM  14      -  BRENPORT AZ MK                           171 05 49.1
 BM1070
 BM1070|---------------------------------------------------------------------|
 BM1070| PID    Reference Object                     Distance      Geod. Az  |
 BM1070|                                                           dddmmss.s |
 BM1070| BM1073 BRENPORT AZ MK                      APPROX. 0.6 KM 1722510.2 |
 BM1070|---------------------------------------------------------------------|
 BM1070
 BM1070                          SUPERSEDED SURVEY CONTROL
 BM1070
 BM1070  ELLIP H (08/29/96)   52.47   (m)                       GP(       ) 5 2
 BM1070  NAD 83(1993)-  30 13 02.98176(N)    096 22 25.00982(W) AD(       ) 3
 BM1070  ELLIP H (02/16/96)   52.39   (m)                       GP(       ) 5 1
 BM1070  ELLIP H (01/21/93)   52.37   (m)                       GP(       ) 4 2
 BM1070  NAD 83(1986)-  30 13 02.99837(N)    096 22 24.99048(W) AD(       ) 3
 BM1070  NAD 83(1986)-  30 13 03.00063(N)    096 22 24.99337(W) AD(       ) 3
 BM1070  NGVD 29 (06/12/91)   79.6    (m)          261.     (f) GPS OBS        
 BM1070
 BM1070.Superseded values are not recommended for survey control.
 BM1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1070.See file dsdata.txt to determine how the superseded data were derived.
 BM1070
 BM1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5279945803(NAD 83)
 BM1070_MARKER: I = METAL ROD
 BM1070_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1070_SP_SET: OBJECT DRIVEN INTO GROUND
 BM1070_STAMPING: BRENPORT 1987
 BM1070_MARK LOGO: NGS   
 BM1070_MAGNETIC: I = MARKER IS A STEEL ROD
 BM1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1070+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 BM1070
 BM1070  HISTORY     - Date     Condition        Report By
 BM1070  HISTORY     - 1987     MONUMENTED       NGS
 BM1070  HISTORY     - 19940820 GOOD             USPSQD
 BM1070  HISTORY     - 19950224 GOOD             NGS
 BM1070  HISTORY     - 19991009 GOOD             USPSQD
 BM1070
 BM1070                          STATION DESCRIPTION
 BM1070
 BM1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BM1070'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI)
 BM1070'SOUTHEAST OF SOMERVILLE, 11.2 KM (7.0 MI) SOUTH-SOUTHWEST OF
 BM1070'INDEPENDENCE, 6.4 KM (4.0 MI) NORTH-NORTHEAST OF BRENHAM AND AT THE
 BM1070'BRENHAM MUNICIPAL AIRPORT AT THE MIDFIELD CROSSOVER.
 BM1070'OWNERSHIP--CITY OF BRENHAM, C/O RON BYRNE, PO BOX 2247, BRENHAM TX
 BM1070'77833, PHONE 409-836-6219.
 BM1070'
 BM1070'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 105 AND
 BM1070'FARM ROAD 50, ABOUT 6.4 KM (4.0 MI) NORTHEAST OF BRENHAM, GO NORTH
 BM1070'ON FARM ROAD 50 FOR 1.9 KM (1.2 MI) TO A ROAD ON THE LEFT.  TURN
 BM1070'LEFT AND GO WEST FOR 0.8 KM (0.5 MI) TO THE AIRPORT ENTRANCE ROAD
 BM1070'ON THE RIGHT.  TURN RIGHT FOR 0.8 KM (0.5 MI) TO A GATE ON THE
 BM1070'LEFT.  PASS THRU THE GATE AND GO WEST ACROSS THE APRON FOR 0.1 KM
 BM1070'(0.05 MI) TO THE STATION ON THE NORTH SIDE OF A TAXIWAY CONNECTOR.
 BM1070'
 BM1070'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BM1070'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 BM1070'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 BM1070'LOGO CAP STAMPED---BRENPORT 1987---, THE ROD IS RECESSED 8 CM BELOW
 BM1070'THE GROUND SURFACE.  LOCATED 34.8 METERS (114.2 FT) EAST FROM THE
 BM1070'CENTERLINE OF RUNWAY, 34.5 METERS (113.2 FT) WEST FROM THE
 BM1070'CENTERLINE OF THE TAXIWAY LEADING TO NORTH END OF RUNWAY, 30.5
 BM1070'METERS (100.1 FT) NORTH OF THE CENTERLINE OF THE CONNECTOR AT THE
 BM1070'HOLDING BARS AND 27.7 METERS (90.9 FT) NORTHEAST FROM A TAXIWAY
 BM1070'INDICATOR SIGN.
 BM1070'
 BM1070'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 BM1070'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 BM1070'FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE
 BM1070'WITH A LOGO CAP STAMPED---BRENPORT AZ MK 1987---, THE ROD IS
 BM1070'RECESSED 8 CM BELOW THE GROUND SURFACE.  LOCATED 70.2 METERS (230.3
 BM1070'FT) NORTH FROM THE CENTERLINE OF RUNWAY AT THE END OF RUNWAY, 27.1
 BM1070'METERS (88.9 FT) EAST OF THE CENTERLINE OF RUNWAY AND 16.9 METERS
 BM1070'(55.4 FT) SOUTHWEST OF THE CENTERLINE OF TAXIWAY AT THE HOLDING
 BM1070'BARS.  TO REACH THE AZIMUTH MARK THE STATION, GO SOUTH ALONG THE
 BM1070'RUNWAY FOR 0.6 KM (0.35 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT
 BM1070'ON THE TAXIWAY FOR ABOUT 30 METERS (98.0 FT) TO THE MARK ON THE
 BM1070'RIGHT, IN LINE WITH THE HOLDING BARS IN THE CIRCLE AT THE SOUTH
 BM1070'END OF THE RUNWAY.
 BM1070'
 BM1070'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 BM1070'
 BM1070'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BM1070'
 BM1070'DESCRIBED BY B.L. LAMBERT.
 BM1070
 BM1070                          STATION RECOVERY (1994)
 BM1070
 BM1070'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1070'RECOVERED IN GOOD CONDITION.
 BM1070
 BM1070                          STATION RECOVERY (1995)
 BM1070
 BM1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1070'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTH-NORTHEAST OF
 BM1070'BRENHAM AT THE BRENHAM MUNICIPAL AIRPORT, ON THE NORTH SIDE OF THE
 BM1070'MIDFIELD CONNECTOR, WEST OF THE OFFICE AND EAST-SOUTHEAST OF A
 BM1070'WINDSOCK, BETWEEN THE TAXI AND RUNWAY.  OWNERSHIP--CITY OF BRENHAM,
 BM1070'P.O.  BOX 2298 BRENHAM, TX.  77834.  BLUEBONNET AERO, DOUG LUEDEMANN
 BM1070'AIRPORT MANAGER, PHONE 409-836-5462.  NOTE--CONTACT AIRPORT OFFICE
 BM1070'MANAGER ON ARRIVAL. TO REACH THE STATION FROM THE JUNCTION OF STATE
 BM1070'HIGHWAY 105 AND FARM ROAD 50, GO NORTH ON FARM ROAD 50 FOR 1.95 KM
 BM1070'(1.20 MI) TO A ROAD ON THE LEFT.  TURN LEFT, WEST, FOR 0.8 KM (0.50
 BM1070'MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, FOR
 BM1070'0.9 KM (0.55 MI) TO THE AIRPORT OFFICE.  GO NORTH BETWEEN OFFICE AND
 BM1070'HOUSE TRAILER TO THE APRON.  TURN LEFT, SOUTHWEST, ACROSS APRON FOR
 BM1070'0.2 KM (0.10 MI) TO THE CONNECTOR AND STATION ON THE RIGHT. STATION IS
 BM1070'43.4 M (142.4 FT) NORTH-NORTHWEST OF RUNWAY SIGN NUMBER 34-16, 38.7 M
 BM1070'(127.0 FT) EAST OF THE RUNWAY CENTERLINE, 35.0 M (114.8 FT) WEST OF
 BM1070'THE TAXI CENTERLINE, 30.4 M (99.7 FT) NORTH OF THE CONNECTOR
 BM1070'CENTERLINE, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE RUNWAY.
 BM1070'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 BM1070'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY R.G.H.
 BM1070
 BM1070                          STATION RECOVERY (1999)
 BM1070
 BM1070'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1073 ***********************************************************************
 BM1073  SACS        -  This is a Secondary Airport Control Station.
 BM1073  DESIGNATION -  BRENPORT AZ MK
 BM1073  PID         -  BM1073
 BM1073  STATE/COUNTY-  TX/WASHINGTON
 BM1073  USGS QUAD   -  CHAPPELL HILL (1989)
 BM1073
 BM1073                         *CURRENT SURVEY CONTROL
 BM1073  ___________________________________________________________________
 BM1073* NAD 83(1993)-  30 12 43.68831(N)    096 22 22.05190(W)     ADJUSTED  
 BM1073* NAVD 88     -        76.07   (meters)     249.6    (feet)  GPS OBS   
 BM1073  ___________________________________________________________________
 BM1073  X           -    -612,315.363 (meters)                     COMP
 BM1073  Y           -  -5,482,415.153 (meters)                     COMP
 BM1073  Z           -   3,190,742.042 (meters)                     COMP
 BM1073  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 BM1073  ELLIP HEIGHT-          48.79  (meters)          (03/15/01) GPS OBS
 BM1073  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BM1073
 BM1073  HORZ ORDER  -  FIRST
 BM1073  ELLP ORDER  -  FIFTH     CLASS II
 BM1073
 BM1073.This mark is at Brenham Muni (11R) Airport (11R)
 BM1073
 BM1073.The horizontal coordinates were established by GPS observations
 BM1073.and adjusted by the National Geodetic Survey in August 1996..
 BM1073
 BM1073.The orthometric height was determined by GPS observations and a
 BM1073.high-resolution geoid model.
 BM1073
 BM1073.GPS derived orthometric heights for airport stations designated as
 BM1073.PACS or SACS are published to 2 decimal places.  This maintains
 BM1073.centimeter relative accuracy between the PACS and SACS.  It does
 BM1073.not indicate centimeter accuracy relative to other marks which are
 BM1073.part of the NAVD 88 network.
 BM1073
 BM1073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1073
 BM1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1073
 BM1073.The ellipsoidal height was determined by GPS observations
 BM1073.and is referenced to NAD 83.
 BM1073
 BM1073.The geoid height was determined by GEOID03.
 BM1073
 BM1073;                    North         East     Units Scale Factor Converg.
 BM1073;SPC TX C     - 3,067,256.651 1,081,232.759   MT  0.99997589   +2 02 23.7
 BM1073;SPC TX C     -10,063,157.86  3,547,344.48   sFT  0.99997589   +2 02 23.7
 BM1073;UTM  14      - 3,345,210.925   752,891.514   MT  1.00038909   +1 19 21.8
 BM1073
 BM1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1073!SPC TX C     -   0.99999234  x   0.99997589  =   0.99996823
 BM1073!UTM  14      -   0.99999234  x   1.00038909  =   1.00038142
 BM1073
 BM1073:                Primary Azimuth Mark                     Grid Az
 BM1073:SPC TX C     -  BRENPORT                                 350 22 48.0
 BM1073:UTM  14      -  BRENPORT                                 351 05 49.9
 BM1073
 BM1073|---------------------------------------------------------------------|
 BM1073| PID    Reference Object                     Distance      Geod. Az  |
 BM1073|                                                           dddmmss.s |
 BM1073| BM1070 BRENPORT                            APPROX. 0.6 KM 3522511.7 |
 BM1073|---------------------------------------------------------------------|
 BM1073
 BM1073                          SUPERSEDED SURVEY CONTROL
 BM1073
 BM1073  ELLIP H (08/29/96)   48.83   (m)                       GP(       ) 5 2
 BM1073  NAD 83(1993)-  30 12 43.68645(N)    096 22 22.05260(W) AD(       ) 3
 BM1073  ELLIP H (02/16/96)   48.77   (m)                       GP(       ) 5 1
 BM1073  ELLIP H (01/21/93)   48.77   (m)                       GP(       ) 4 2
 BM1073  NAD 83(1986)-  30 12 43.70277(N)    096 22 22.03286(W) AD(       ) 3
 BM1073  NAD 83(1986)-  30 12 43.70187(N)    096 22 22.03127(W) AD(       ) 3
 BM1073  NGVD 29 (06/12/91)   76.0    (m)          249.     (f) GPS OBS        
 BM1073
 BM1073.Superseded values are not recommended for survey control.
 BM1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1073.See file dsdata.txt to determine how the superseded data were derived.
 BM1073
 BM1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5289245211(NAD 83)
 BM1073_MARKER: I = METAL ROD
 BM1073_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1073_SP_SET: OBJECT DRIVEN INTO GROUND
 BM1073_STAMPING: BRENPORT AZ MK 1987
 BM1073_MARK LOGO: NGS   
 BM1073_MAGNETIC: I = MARKER IS A STEEL ROD
 BM1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1073+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 BM1073
 BM1073  HISTORY     - Date     Condition        Report By
 BM1073  HISTORY     - 1987     MONUMENTED       NGS
 BM1073  HISTORY     - 19940820 GOOD             USPSQD
 BM1073  HISTORY     - 19950224 GOOD             NGS
 BM1073  HISTORY     - 19991009 GOOD             USPSQD
 BM1073
 BM1073                          STATION DESCRIPTION
 BM1073
 BM1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BM1073'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI)
 BM1073'SOUTHEAST OF SOMERVILLE, 11.2 KM (7.0 MI) SOUTH-SOUTHWEST OF
 BM1073'INDEPENDENCE, 6.4 KM (4.0 MI) NORTH-NORTHEAST OF BRENHAM AND AT THE
 BM1073'BRENHAM MUNICIPAL AIRPORT AT THE MIDFIELD CROSSOVER.
 BM1073'OWNERSHIP--CITY OF BRENHAM, C/O RON BYRNE, PO BOX 2247, BRENHAM TX
 BM1073'77833, PHONE 409-836-6219.
 BM1073'
 BM1073'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 105 AND
 BM1073'FARM ROAD 50, ABOUT 6.4 KM (4.0 MI) NORTHEAST OF BRENHAM, GO NORTH
 BM1073'ON FARM ROAD 50 FRO 1.9 KM (1.2 MI) TO A ROAD ON THE LEFT.  TURN
 BM1073'LEFT AND GO WEST FOR 0.8 KM (0.5 MI) TO THE AIRPORT ENTRANCE ROAD
 BM1073'ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY FOR 0.8 KM (0.5 MI) TO A
 BM1073'GATE ON THE LEFT.  PASS THRU THE GATE AND GO WEST ACROSS THE APRON
 BM1073'FOR 0.1 KM (0.05 MI) TO STATION BRENPORT ON THE NORTH SIDE OF A
 BM1073'TAXIWAY CONNECTOR.  TURN LEFT AND GO SOUTH ALONG THE RUNWAY FOR 0.6
 BM1073'KM (0.35 MI) TO A TAXIWAY ON THE LEFT.  TURN LEFT ONTO TAXIWAY FOR
 BM1073'ABOUT 30 METERS (98.0 FT) TO THE MARK ON THE RIGHT IN LINE WITH THE
 BM1073'HOLDING BARS IN THE CIRCLE AT THE SOUTH END OF THE RUNWAY.
 BM1073'
 BM1073'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BM1073'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 BM1073'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 BM1073'LOGO CAP STAMPED---BRENPORT AZ MK 1987---, THE ROD IS RECESSED 6 CM
 BM1073'BELOW THE GROUND SURFACE.  LOCATED 70.2 METERS (230.3 FT) NORTH
 BM1073'FROM THE CENTERLINE OF RUNWAY AT THE END OF RUNWAY, 27.1 METERS
 BM1073'(88.9 FT) EAST FROM THE CENTERLINE OF RUNWAY AND 16.9 METERS (55.4
 BM1073'FT) SOUTHWEST OF THE CENTERLINE OF TAXIWAY AT THE HOLDING BARS.
 BM1073'
 BM1073'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 BM1073'
 BM1073'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BM1073'
 BM1073'DESCRIBED BY B.L. LAMBERT.
 BM1073
 BM1073                          STATION RECOVERY (1994)
 BM1073
 BM1073'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1073'RECOVERED IN GOOD CONDITION.
 BM1073
 BM1073                          STATION RECOVERY (1995)
 BM1073
 BM1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1073'STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTH-NORTHEAST OF BRENHAM
 BM1073'AT THE BRENHAM MUNICIPAL AIRPORT, AT THE SOUTH END OF THE AIRFIELD, IN
 BM1073'A SMALL GRASS ISLAND BETWEEN THE TAXI AND RUNWAY.  OWNERSHIP--CITY OF
 BM1073'BRENHAM, P.O.  BOX 2298 BRENHAM, TX.  77834.  BLUEBONNET AERO, DOUG
 BM1073'LUEDEMANN AIRPORT MANAGER, PHONE 409-836-5462.  NOTE--CONTACT AIRPORT
 BM1073'OFFICE MANAGER ON ARRIVAL. TO REACH THE STATION FROM THE JUNCTION OF
 BM1073'STATE HIGHWAY 105 AND FARM ROAD 50, GO NORTH ON FARM ROAD 50 FOR 1.95
 BM1073'KM (1.20 MI) TO A ROAD ON THE LEFT.  TURN LEFT, WEST, FOR 0.8 KM (0.50
 BM1073'MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, FOR
 BM1073'0.9 KM (0.55 MI) TO THE AIRPORT OFFICE.  GO NORTH BETWEEN OFFICE AND
 BM1073'HOUSE TRAILER TO THE APRON.  TURN LEFT, SOUTHWEST, ACROSS APRON TO THE
 BM1073'TAXI.  TURN LEFT, SOUTH, FOR 0.52 KM (0.30 MI) TO A THE STATION ON THE
 BM1073'RIGHT.  STATION IS 59.0 M (193.6 FT) NORTH OF THE MOST SOUTHERLY OF
 BM1073'TWO CONNECTORS, 46.6 M (152.9 FT) NORTHWEST OF RUNWAY SIGN NUMBER 34,
 BM1073'46.1 M (151.2 FT) WEST OF THE TAXI CENTERLINE, 27.3 M (89.6 FT) EAST
 BM1073'OF THE RUNWAY CENTERLINE, 17.1 M (56.1 FT) SOUTHWEST OF A CONNECTOR
 BM1073'CENTERLINE, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF THE RUNWAY.
 BM1073'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 BM1073'DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY R.G.H.
 BM1073
 BM1073                          STATION RECOVERY (1999)
 BM1073
 BM1073'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2056 ***********************************************************************
 FL2056  DESIGNATION -  BREW
 FL2056  PID         -  FL2056
 FL2056  STATE/COUNTY-  TX/ROBERTS
 FL2056  USGS QUAD   -  DRY CREEK NE (1971)
 FL2056
 FL2056                         *CURRENT SURVEY CONTROL
 FL2056  ___________________________________________________________________
 FL2056* NAD 83(1993)-  35 59 56.21737(N)    100 46 31.96473(W)     ADJUSTED  
 FL2056* NAVD 88     -       868.     (meters)    2848.     (feet)  SCALED    
 FL2056  ___________________________________________________________________
 FL2056  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 FL2056  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 FL2056
 FL2056  HORZ ORDER  -  SECOND
 FL2056
 FL2056.The horizontal coordinates were established by classical geodetic methods
 FL2056.and adjusted by the National Geodetic Survey in February 1996..
 FL2056
 FL2056.The orthometric height was scaled from a topographic map.
 FL2056
 FL2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2056
 FL2056.The geoid height was determined by GEOID03.
 FL2056
 FL2056;                    North         East     Units Scale Factor Converg.
 FL2056;SPC TX N     - 1,222,001.205   265,317.278   MT  0.99996219   +0 25 11.4
 FL2056;SPC TX N     - 4,009,182.29    870,461.77   sFT  0.99996219   +0 25 11.4
 FL2056;UTM  14      - 3,985,289.669   339,964.172   MT  0.99991559   -1 02 37.8
 FL2056
 FL2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2056!SPC TX N     -   0.99986806  x   0.99996219  =   0.99983025
 FL2056!UTM  14      -   0.99986806  x   0.99991559  =   0.99978366
 FL2056
 FL2056|---------------------------------------------------------------------|
 FL2056| PID    Reference Object                     Distance      Geod. Az  |
 FL2056|                                                           dddmmss.s |
 FL2056| CK9033 BREW RM 1                             8.880 METERS 03703     |
 FL2056| CK9034 BREW RM 2                             8.936 METERS 21341     |
 FL2056| CK9032 BREW AZ MK                                         2550146.8 |
 FL2056|---------------------------------------------------------------------|
 FL2056
 FL2056                          SUPERSEDED SURVEY CONTROL
 FL2056
 FL2056  NAD 83(1993)-  35 59 56.21783(N)    100 46 31.96455(W) AD(       ) 2
 FL2056  NAD 83(1986)-  35 59 56.22384(N)    100 46 31.95266(W) AD(       ) 2
 FL2056  NAD 27      -  35 59 56.08300(N)    100 46 30.43000(W) AD(       ) 2
 FL2056
 FL2056.Superseded values are not recommended for survey control.
 FL2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2056.See file dsdata.txt to determine how the superseded data were derived.
 FL2056
 FL2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE3996485290(NAD 83)
 FL2056_MARKER: DS = TRIANGULATION STATION DISK
 FL2056_SETTING: 80 = SET IN A BOULDER
 FL2056_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FL2056
 FL2056  HISTORY     - Date     Condition        Report By
 FL2056  HISTORY     - 1951     MONUMENTED       CGS
 FL2056
 FL2056                          STATION DESCRIPTION
 FL2056
 FL2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2056'THE STATION IS LOCATED APPROXIMATELY 23 MILES WEST-NORTHWEST
 FL2056'OF CANADIAN.  22 MILES NORTH-NORTHWEST OF MIAMI.  1 MILE NORTH
 FL2056'OF THE CANADIAN RIVER.  3/4 MILE NORTH OF THE KILLBREW RANCH
 FL2056'BUILDINGS AND ON THE HIGHEST POINT OF A SHARP, NARROW,
 FL2056'NORTHEAST-SOUTHWEST RIDGE, WHICH IS ON THE NORTHWESTERN SIDE
 FL2056'OF A GROUP OF HILLS.  THE RIDGE IS THE HIGHEST POINT IN THE
 FL2056'IMMEDIATE VICINITY.
 FL2056'
 FL2056'TO REACH THE STATION FROM CANADIAN.  GO NORTHEAST ON U.S.
 FL2056'HIGHWAYS 60 AND 83 FOR 2.3 MILES TO THEIR JUNCTION.  TURN LEFT,
 FL2056'WEST, ON U.S. HIGHWAY 83 AND GO 7.2 MILES TO A T-ROAD LEFT,
 FL2056'0.9 MILE BEYOND A RANCH HOUSE ON THE SOUTH SIDE OF THE HIGHWAY.
 FL2056'TURN LEFT THROUGH CATTLE GUARD AND FOLLOW THE GRADED DIRT
 FL2056'ROAD WESTERLY ALONG THE NORTH SIDE OF THE CANADIAN RIVER FOR
 FL2056'18.0 MILES TO THE KILLBREW RANCH BUILDINGS ON THE SOUTH SIDE
 FL2056'OF THE ROAD.  CONTINUE WESTERLY ON THE MAIN TRAVELED ROAD FOR
 FL2056'0.3 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW THE
 FL2056'TRACK ROAD FOR 0.5 MILE TO A WIRE GATE.  PASS THROUGH THE
 FL2056'GATE AND CONTINUE NORTHEASTERLY ON THE TRACK ROAD FOR 0.25
 FL2056'MILE TO THE AZIMUTH MARK ON THE SMALL BUTTE ABOUT 40
 FL2056'YARDS TO THE LEFT, WEST, SIDE OF THE ROAD.  CONTINUE ON THE
 FL2056'TRACK ROAD FOR 0.1 MILE TO THE SUMMIT OF THE SADDLE.  GO
 FL2056'0.1 MILE BEYOND THE SUMMIT.  HERE TURN SHARP RIGHT, LEAVING
 FL2056'THE TRACK ROAD AND GO SOUTHEAST ACROSS COUNTRY FOR 0.1
 FL2056'MILE TO THE BASE OF THE HILL AND END OF TRUCK TRAVEL.  FROM
 FL2056'THIS POINT PACK SOUTHEAST UP THE STEEP SLOPE ABOUT
 FL2056'100 YARDS TO THE HIGHEST POINT AND STATION.
 FL2056'
 FL2056'THE STATION MARK, STAMPED BREW 1951, IS A BRONZE DISK SET IN
 FL2056'A 2-1/2 BY 1 FOOT BOULDER THAT PROJECTS 6 INCHES.  IT IS 30
 FL2056'FEET NORTHEAST OF A WHITE WITNESS POST AND 10 FEET SOUTHWEST
 FL2056'OF THE HIGHEST POINT OF THE SHORT RIDGE.
 FL2056'
 FL2056'REFERENCE MARK NO. 1, STAMPED BREW NO 1 1951, IS A BRONZE
 FL2056'DISK SET IN A 12 BY 6 INCH BOULDER THAT PROJECTS 2 INCHES.
 FL2056'IT IS ON THE NORTHWESTERN EDGE OF THE RIDGE AND ABOUT 1 FOOT
 FL2056'HIGHER THAN THE STATION.
 FL2056'
 FL2056'REFERENCE MARK NO. 2, STAMPED BREW NO 2 1951, IS A BRONZE
 FL2056'DISK SET IN A 2 BY 2 FOOT BOULDER THAT PROJECTS 2 FEET.  IT IS
 FL2056'2 FEET EAST OF A WHITE WITNESS POST AND 5 FEET LOWER THAN THE
 FL2056'STATION.
 FL2056'
 FL2056'THE AZIMUTH MARK, STAMPED BREW 1951, IS A BRONZE DISK SET IN
 FL2056'A 6 BY 6 FOOT BOULDER THAT PROJECTS 7 FEET ABOVE THE SURFACE
 FL2056'OF THE SMALL, SHARP BUTTE.  IT IS ABOUT 40 FEET HIGHER THAN THE
 FL2056'TRACK ROAD AND ABOUT 40 YARDS EAST OF THE TRACK ROAD.  IT
 FL2056'IS ABOUT 120 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6531 ***********************************************************************
 AW6531  DESIGNATION -  BREWERY 2
 AW6531  PID         -  AW6531
 AW6531  STATE/COUNTY-  TX/HARRIS
 AW6531  USGS QUAD   -  PARK PLACE (1995)
 AW6531
 AW6531                         *CURRENT SURVEY CONTROL
 AW6531  ___________________________________________________________________
 AW6531* NAD 83(1993)-  29 44 05.80895(N)    095 19 04.74579(W)     ADJUSTED  
 AW6531* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AW6531  ___________________________________________________________________
 AW6531  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6531  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6531
 AW6531  HORZ ORDER  -  SECOND
 AW6531
 AW6531.The horizontal coordinates were established by classical geodetic methods
 AW6531.and adjusted by the National Geodetic Survey in February 1996..
 AW6531
 AW6531.The orthometric height was scaled from a topographic map.
 AW6531
 AW6531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6531
 AW6531.The geoid height was determined by GEOID03.
 AW6531
 AW6531;                    North         East     Units Scale Factor Converg.
 AW6531;SPC TXSC     - 4,216,356.727   956,105.320   MT  0.99988753   +1 48 13.9
 AW6531;SPC TXSC     -13,833,163.70  3,136,822.20   sFT  0.99988753   +1 48 13.9
 AW6531;UTM  15      - 3,291,665.958   275,812.713   MT  1.00022017   -1 09 00.6
 AW6531
 AW6531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6531!SPC TXSC     -   1.00000255  x   0.99988753  =   0.99989008
 AW6531!UTM  15      -   1.00000255  x   1.00022017  =   1.00022272
 AW6531
 AW6531|---------------------------------------------------------------------|
 AW6531| PID    Reference Object                     Distance      Geod. Az  |
 AW6531|                                                           dddmmss.s |
 AW6531| CV6952 BREWERY 2 RM 1                                     23844     |
 AW6531| AW6533 BREWERY HL P 1963 A PT               18.935 METERS 23937     |
 AW6531| AW6534 HOUSTON HUGHES TOOL CO W TANK       277.103 METERS 32142     |
 AW6531| AW6504 BREWERY HL P 1938                    75.034 METERS 34213     |
 AW6531| AW6532 HOUSTON HUGHES TOOL CO E TANK       217.674 METERS 35921     |
 AW6531|---------------------------------------------------------------------|
 AW6531
 AW6531                          SUPERSEDED SURVEY CONTROL
 AW6531
 AW6531  NAD 83(1986)-  29 44 05.82361(N)    095 19 04.72635(W) AD(       ) 2
 AW6531  NAD 27      -  29 44 05.00065(N)    095 19 03.95289(W) AD(       ) 2
 AW6531
 AW6531.Superseded values are not recommended for survey control.
 AW6531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6531.See file dsdata.txt to determine how the superseded data were derived.
 AW6531
 AW6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7581391666(NAD 83)
 AW6531_MARKER: DS = TRIANGULATION STATION DISK
 AW6531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6531_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6531
 AW6531  HISTORY     - Date     Condition        Report By
 AW6531  HISTORY     - 1968     MONUMENTED       HLPCO
 AW6531  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 AW6531  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW6531
 AW6531                          STATION DESCRIPTION
 AW6531
 AW6531'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1968 (JLC)
 AW6531'BREWERY (HLPCO) 1963, HOUSTON HUGHES TOOL CO E WATER TANK AND
 AW6531'HOUSTON HUGHES TOOL CO W WATER TANK ARE COMPUTED DISTANCE.
 AW6531'
 AW6531'BREWERY (HLPCO) 1963 IS BEING DESTROYED.  THE BUILDING WHERE IT IS
 AW6531'LOCATED IS BEING DEMOLISHED.  BREWERY (HLPCO) 2 WAS ESTABLISHED
 AW6531'AT THIS TIME AND A COMPLETE DESCRIPTION FOLLOWS--
 AW6531'
 AW6531'THE STATION IS IN THE EAST PART OF HOUSTON AT 5425 POLK STREET, ON
 AW6531'THE PROPERTY OF THE HUGHES TOOL COMPANY AND JUST NORTH OF BUILDING
 AW6531'NUMBER 20231.
 AW6531'
 AW6531'THE STATION MARK IS A STANDARD DISK STAMPED BREWERY HLPCO 2 1968,
 AW6531'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES
 AW6531'IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS 44 FEET EAST OF
 AW6531'THE NORTHEAST CORNER OF A METAL PARKING SHED, 35 FEET SOUTH OF A
 AW6531'LARGE ELECTRIC PUMP, 35 FEET NORTH OF THE NORTHEAST CORNER OF
 AW6531'BUILDING NUMBER 20231 AND 13 FEET WEST OF A CYCLONE FENCE.
 AW6531'
 AW6531'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BREWERY HLPCO 2 NO 1
 AW6531'1968, CEMENTED IN A DRILLED HOLE IN THE NORTH END OF THE BOTTOM
 AW6531'STEP OF THE CONCRETE STEPS TO THE ENTRANCE TO BUILDING NUMBER
 AW6531'20231.  IT IS 15 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE METAL
 AW6531'PARKING SHED.
 AW6531
 AW6531                          STATION RECOVERY (1973)
 AW6531
 AW6531'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (DW)
 AW6531'BOTH STATION MARK AND RM 1 ARE DESTROYED DUE TO NEW CONSTRUCTION.
 AW6531
 AW6531                          STATION RECOVERY (1995)
 AW6531
 AW6531'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6504 ***********************************************************************
 AW6504  DESIGNATION -  BREWERY HL P 1938
 AW6504  PID         -  AW6504
 AW6504  STATE/COUNTY-  TX/HARRIS
 AW6504  USGS QUAD   -  PARK PLACE (1995)
 AW6504
 AW6504                         *CURRENT SURVEY CONTROL
 AW6504  ___________________________________________________________________
 AW6504* NAD 83(1993)-  29 44 08.12931(N)    095 19 05.59890(W)     ADJUSTED  
 AW6504* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 AW6504  ___________________________________________________________________
 AW6504  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6504  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6504
 AW6504  HORZ ORDER  -  FIRST
 AW6504
 AW6504.The horizontal coordinates were established by classical geodetic methods
 AW6504.and adjusted by the National Geodetic Survey in February 1996..
 AW6504
 AW6504.The orthometric height was scaled from a topographic map.
 AW6504
 AW6504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6504
 AW6504.The geoid height was determined by GEOID03.
 AW6504
 AW6504;                    North         East     Units Scale Factor Converg.
 AW6504;SPC TXSC     - 4,216,427.408   956,080.160   MT  0.99988761   +1 48 13.5
 AW6504;SPC TXSC     -13,833,395.59  3,136,739.66   sFT  0.99988761   +1 48 13.5
 AW6504;UTM  15      - 3,291,737.866   275,791.222   MT  1.00022028   -1 09 01.1
 AW6504
 AW6504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6504!SPC TXSC     -   1.00000240  x   0.99988761  =   0.99989001
 AW6504!UTM  15      -   1.00000240  x   1.00022028  =   1.00022268
 AW6504
 AW6504:                Primary Azimuth Mark                     Grid Az
 AW6504:SPC TXSC     -  HOUSTON RHEEM MFG CO TANK                001 11 32.4
 AW6504:UTM  15      -  HOUSTON RHEEM MFG CO TANK                004 08 47.0
 AW6504
 AW6504|---------------------------------------------------------------------|
 AW6504| PID    Reference Object                     Distance      Geod. Az  |
 AW6504|                                                           dddmmss.s |
 AW6504| AW6684 HOUSTON RHEEM MFG CO TANK           APPROX. 3.5 KM 0025945.9 |
 AW6504| AW6532 HOUSTON HUGHES TOOL CO E TANK       147.633 METERS 00757     |
 AW6504| AW6683 HOUSTON AMERICAN CAN CO TANK        APPROX. 3.0 KM 0111911.8 |
 AW6504| AW6501 HOUSTON REED DRILLING TOOL TK       APPROX. 2.0 KM 0351250.0 |
 AW6504| AW6670 HOUSTON DIST NO 17 WATER TANK       APPROX. 5.1 KM 0453730.6 |
 AW6504| AW6676 HOUSTON SHIP CHANNEL NAV N TK       APPROX. 3.2 KM 0511116.9 |
 AW6504| AW6671 HOUSTON PORT CITY COMPRESS TK       APPROX. 4.4 KM 0551610.2 |
 AW6504| AW6669 HOUSTON ENJAY CHEMICAL CO TANK      APPROX. 4.1 KM 0643749.3 |
 AW6504| AW6525 HOUSTON SHIP CHANNEL NAV TANK       APPROX. 3.6 KM 0674305.2 |
 AW6504| AW6527 HOUSTON NAV DIST SOUTHSIDE TK       APPROX. 3.3 KM 0735925.0 |
 AW6504| AW6497 HOUSTON LONGREACH DOCKS S TANK      APPROX. 3.6 KM 0881054.2 |
 AW6504| AW6524 HOUSTON GULF ATLANTIC TANK          APPROX. 3.9 KM 0985327.0 |
 AW6504| AW6530 HOUSTON VILLA DE MATEL TOWER        APPROX. 1.5 KM 1622627.7 |
 AW6504| AW6535 HOUSTON MACGREGOR PK CH OF CHR      APPROX. 4.0 KM 2030847.5 |
 AW6504| AW6511 HOUSTON LONE STAR BAG CO TANK       APPROX. 2.1 KM 2295930.8 |
 AW6504| AW6543 HOUSTON AT AND T MICROWAVE TWR      APPROX. 4.8 KM 2875208.1 |
 AW6504| AW6699 HOUSTON ANNUNCIATION CH SPIRE       APPROX. 4.4 KM 3012644.7 |
 AW6504| AW6700 HOUSTON KKC 381 RAD MAST            APPROX. 4.8 KM 3050500.8 |
 AW6504| AW6648 HOUSTON MERCHANTS AND MFG S TK      APPROX. 5.2 KM 3101757.3 |
 AW6504| AW6534 HOUSTON HUGHES TOOL CO W TANK       208.489 METERS 31427     |
 AW6504| AW6693 HOUSTON RAD STA KNUZ MAST 1968      APPROX. 3.1 KM 3204333.3 |
 AW6504| AW6649 HOUSTON CITY TRANSIT RAD MAST       APPROX. 2.4 KM 3212816.8 |
 AW6504| AW6696 HOUSTON PAPER STOCK CO TANK         APPROX. 4.3 KM 3221755.0 |
 AW6504| AW6692 HOUSTON CENTRAL WAREHOUSE TANK      APPROX. 3.3 KM 3233956.6 |
 AW6504| AW6687 HOUSTON SOUTHERN WAREHOUSE TK       APPROX. 3.3 KM 3472757.3 |
 AW6504| AW6644 HOUSTON SW BELL TEL RAD MAST        APPROX. 2.0 KM 3480120.1 |
 AW6504| AW6686 HOUSTON COFFIELD WAREHOUSE TK       APPROX. 2.7 KM 3520009.4 |
 AW6504| AW6685 FINNEGAN                            APPROX. 3.8 KM 3585937.5 |
 AW6504|---------------------------------------------------------------------|
 AW6504
 AW6504                          SUPERSEDED SURVEY CONTROL
 AW6504
 AW6504  NAD 83(1986)-  29 44 08.14391(N)    095 19 05.57944(W) AD(       ) 1
 AW6504  NAD 27      -  29 44 07.32139(N)    095 19 04.80611(W) AD(       ) 1
 AW6504
 AW6504.Superseded values are not recommended for survey control.
 AW6504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6504.See file dsdata.txt to determine how the superseded data were derived.
 AW6504
 AW6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7579191738(NAD 83)
 AW6504_MARKER: DD = SURVEY DISK
 AW6504_SETTING: 0 = UNSPECIFIED SETTING
 AW6504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6504
 AW6504  HISTORY     - Date     Condition        Report By
 AW6504  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6504  HISTORY     - 1952     GOOD             CGS
 AW6504  HISTORY     - 1963     GOOD             CGS
 AW6504  HISTORY     - 1968     GOOD             CGS
 AW6504  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW6504
 AW6504                          STATION DESCRIPTION
 AW6504
 AW6504'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6504'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 AW6504'FOLLOWS--
 AW6504'
 AW6504'STATION IS LOCATED IN THE E SECTION OF THE CITY OF HOUSTON,
 AW6504'AT 5301 POLK STREET, AT THE GULF BREWING CO.  STATION IS ON
 AW6504'THE ROOF OF A FOUR-STORY MIXING TOWER, 17.95 FT. FROM THE DRAIN
 AW6504'IN THE SW CORNER, 13.96 FT. FROM THE TRAPDOOR OPENING IN
 AW6504'THE NE CORNER, 8.88 FT. FROM THE FLAGPOLE BASE, AND 3.77
 AW6504'FT. FROM THE INSIDE EDGE OF THE E COPING.
 AW6504'
 AW6504'STATION MARK IS A H.L. AND P. CO. BRONZE DISK, STAMPED BREWERY
 AW6504'1938 AND SET FLUSH WITH THE ROOF.
 AW6504
 AW6504                          STATION RECOVERY (1963)
 AW6504
 AW6504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6504'STATION HAD TO BE OCCUPIED ECCENTRIC DUE TO OBSTRUCTION OVER MARK.
 AW6504'
 AW6504'THE STATION WAS ESTABLISHED IN 1938 BY HOUSTON L AND P.
 AW6504'
 AW6504'THE STATION IS LOCATED IN THE EAST SECTION OF THE CITY OF HOUSTON,
 AW6504'AT 5301 POLK STREET AT THE GRAND PRIZE BREWING CO.  THE STATION IS
 AW6504'ON THE ROOF OF A FOUR STORY MIXING TOWER.
 AW6504'
 AW6504'STATION MARK, IS A SMALL BRASS PIN PLACED IN THE NORTHEAST CORNER
 AW6504'OF THE ROOF BY (HLPCO) AND THE PIN PROJECTS ABOUT 1/2 INCH ABOVE
 AW6504'THE SURFACE OF THE ROOF.  IT IS 3.9 FEET WEST OF EAST WALL, 6.6
 AW6504'FEET SOUTH OF THE NORTH WALL, 9.5 FEET NORTH OF THE FLAG POLE AND 7
 AW6504'FEET EAST OF THE DUST CLEANER.
 AW6504
 AW6504                          STATION RECOVERY (1968)
 AW6504
 AW6504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6504'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 AW6504'EXCEPTIONS.  THE BUILDING THAT THE STATION IS LOCATED ON IS NOW
 AW6504'OWNED BY THE HUGHES TOOL COMPANY.  THE STREET ADDRESS IS 5425 POLK
 AW6504'STREET INSTEAD OF 5301 POLK STREET.
 AW6504'
 AW6504'THE BUILDING IS BEING TORN DOWN FOR NEW IMPROVEMENTS AND BREWERY
 AW6504'(HLPCO) 2 WAS ESTABLISHED NEARBY.
 AW6504'
 AW6504'NOTE--SEE DESCRIPTION FOR BREWERY (HLPCO) 2.
 AW6504
 AW6504                          STATION RECOVERY (1995)
 AW6504
 AW6504'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0725 ***********************************************************************
 AO0725  DESIGNATION -  BREWSTER
 AO0725  PID         -  AO0725
 AO0725  STATE/COUNTY-  TX/WEBB
 AO0725  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0725
 AO0725                         *CURRENT SURVEY CONTROL
 AO0725  ___________________________________________________________________
 AO0725* NAD 83(1993)-  28 01 06.23666(N)    099 37 04.03220(W)     ADJUSTED  
 AO0725* NAVD 88     -       242.7    (meters)     796.     (feet)  VERTCON   
 AO0725  ___________________________________________________________________
 AO0725  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AO0725  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AO0725
 AO0725  HORZ ORDER  -  FIRST
 AO0725
 AO0725.The horizontal coordinates were established by classical geodetic methods
 AO0725.and adjusted by the National Geodetic Survey in February 1996..
 AO0725
 AO0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0725
 AO0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0725
 AO0725.The geoid height was determined by GEOID03.
 AO0725
 AO0725;                    North         East     Units Scale Factor Converg.
 AO0725;SPC TX S     - 5,261,053.236   190,066.802   MT  1.00005208   -0 30 26.9
 AO0725;SPC TX S     -17,260,638.83    623,577.50   sFT  1.00005208   -0 30 26.9
 AO0725;UTM  14      - 3,099,394.345   439,267.309   MT  0.99964552   -0 17 24.8
 AO0725
 AO0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0725!SPC TX S     -   0.99996565  x   1.00005208  =   1.00001773
 AO0725!UTM  14      -   0.99996565  x   0.99964552  =   0.99961118
 AO0725
 AO0725|---------------------------------------------------------------------|
 AO0725| PID    Reference Object                     Distance      Geod. Az  |
 AO0725|                                                           dddmmss.s |
 AO0725| CV4351 BREWSTER RM 1                        19.484 METERS 12640     |
 AO0725| CV4350 BREWSTER RM                          16.422 METERS 23036     |
 AO0725| CV4349 BREWSTER AZ MK                                     2604502.9 |
 AO0725|---------------------------------------------------------------------|
 AO0725
 AO0725                          SUPERSEDED SURVEY CONTROL
 AO0725
 AO0725  NAD 83(1986)-  28 01 06.23158(N)    099 37 04.00723(W) AD(       ) 1
 AO0725  NAD 27      -  28 01 05.21700(N)    099 37 02.84700(W) AD(       ) 1
 AO0725  NGVD 29 (07/19/86)  242.7    (m)          796.     (f) VERT ANG       
 AO0725
 AO0725.Superseded values are not recommended for survey control.
 AO0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0725.See file dsdata.txt to determine how the superseded data were derived.
 AO0725
 AO0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR3926799394(NAD 83)
 AO0725_MARKER: DS = TRIANGULATION STATION DISK
 AO0725_SETTING: 0 = UNSPECIFIED SETTING
 AO0725
 AO0725  HISTORY     - Date     Condition        Report By
 AO0725  HISTORY     - 1917     MONUMENTED       CGS
 AO0725  HISTORY     - 1935     GOOD             CGS
 AO0725
 AO0725                          STATION DESCRIPTION
 AO0725
 AO0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AO0725'STATION IS ABOUT 6 MILES E OF THE WEBB-JEFFERIES RANCH AND
 AO0725'ASHERTON ROAD, AND 2 MILES S BY W FROM THE BREWSTER RANCH
 AO0725'HEADQUARTERS, ON THE HIGHEST POINT OF THE MOST PROMINENT
 AO0725'HILL IN THE VICINITY.
 AO0725'
 AO0725'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AO0725'
 AO0725'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AO0725'
 AO0725'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AO0725'CONCRETE, 16.422 METERS (53.88 FEET) FROM THE STATION, S 50 DEG
 AO0725'35 MIN W.
 AO0725'
 AO0725'TO REACH THE STATION FROM THE W, FOLLOW THE LAREDO-ASHERTON
 AO0725'OR EAGLE PASS WAGON ROAD TO THE JUNCTION WITH THE ROAD FROM
 AO0725'THE SANTO TOMAS MINES.  TAKE THE ROAD LEADING NE PASS BREWSTERS
 AO0725'TRAP AND DIRT TANK, TURNING TO THE S THROUGH A DIM ROAD TO
 AO0725'A JUNCTION WITH A ROAD FROM THE W.  TURN BACK TO THE NORTHWARD
 AO0725'AND FOLLOW THE ROAD TO A WHITE ROCKY HILL, WHERE THE STATION
 AO0725'IS ABOUT 200 METERS (656 FEET) N OF THE ROAD.  FROM THE POINT
 AO0725'OF LEAVING THE LAREDO-EAGLE PASS WAGON ROAD IT IS ABOUT 7
 AO0725'MILES TO THE STATION.
 AO0725'
 AO0725'ELEVATION OF STATION, 242.7 METERS (796 FEET).
 AO0725
 AO0725                          STATION RECOVERY (1935)
 AO0725
 AO0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0725'THE STATION WAS RECOVERED AND MARKS FOUND TO BE IN GOOD
 AO0725'CONDITION.
 AO0725'
 AO0725'STATION MARK IS A STANDARD DISK SET IN CONCRETE STAMPED
 AO0725'BREWSTER 1917.
 AO0725'
 AO0725'REFERENCE MARK WAS FOUND SET IN CONCRETE FLUSH WITH THE
 AO0725'GROUND, AND STAMPED THE SAME AS THE STATION MARK.
 AO0725'
 AO0725'TO REACH THE STATION FROM THE RAILROAD STATION IN ENCINAL
 AO0725'GO W ON GRADED DIRT ROAD FOR 12.0 MILES TO JUNCTION WITH U.S.
 AO0725'HIGHWAY 83.  TURN RIGHT ON HIGHWAY FOR 0.1 MILE TO GATE
 AO0725'ON LEFT, GO THROUGH GATE 0.1 MILE TO FORKS, TAKE LEFT FORK
 AO0725'AND FOLLOW MAIN WINDING ROAD FOR 1.45 MILES, TURN LEFT ON MAIN
 AO0725'ROAD AND GO STRAIGHT AHEAD FOR 3.1 MILES TO A WOODEN GATE
 AO0725'IN A N-S FENCE.  GO THROUGH GATE AND FOLLOW FENCE S 0.2 MILE TO
 AO0725'TOP OF HILL AND STATION IS 120 YARDS SW OF HIGHEST POINT OF
 AO0725'HILL.
 AO0725'
 AO0725'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING FENCE NW
 AO0725'FROM STATION 0.2 MILE TO GATE AND ROAD.  FOLLOW ROAD W FOR
 AO0725'0.55 MILE AND MARK 30 FEET TO THE S OF CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0441 ***********************************************************************
 BA0441  DESIGNATION -  BREWSTER
 BA0441  PID         -  BA0441
 BA0441  STATE/COUNTY-  TX/BREWSTER
 BA0441  USGS QUAD   -  THE SOLITARIO (1971)
 BA0441
 BA0441                         *CURRENT SURVEY CONTROL
 BA0441  ___________________________________________________________________
 BA0441* NAD 83(1993)-  29 26 05.24732(N)    103 45 33.75886(W)     ADJUSTED  
 BA0441* NAVD 88     -      1524.     (meters)    5000.     (feet)  SCALED    
 BA0441  ___________________________________________________________________
 BA0441  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BA0441  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0441
 BA0441  HORZ ORDER  -  FIRST
 BA0441
 BA0441.The horizontal coordinates were established by classical geodetic methods
 BA0441.and adjusted by the National Geodetic Survey in February 1996..
 BA0441
 BA0441.The orthometric height was scaled from a topographic map.
 BA0441
 BA0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0441
 BA0441.The geoid height was determined by GEOID03.
 BA0441
 BA0441;                    North         East     Units Scale Factor Converg.
 BA0441;SPC TXSC     - 4,186,877.729   138,395.380   MT  0.99986476   -2 19 54.0
 BA0441;SPC TXSC     -13,736,448.02    454,052.18   sFT  0.99986476   -2 19 54.0
 BA0441;UTM  13      - 3,256,798.578   620,332.297   MT  0.99977867   +0 36 35.1
 BA0441
 BA0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0441!SPC TXSC     -   0.99976402  x   0.99986476  =   0.99962881
 BA0441!UTM  13      -   0.99976402  x   0.99977867  =   0.99954274
 BA0441
 BA0441:                Primary Azimuth Mark                     Grid Az
 BA0441:SPC TXSC     -  SAWMILL                                  121 32 35.1
 BA0441:UTM  13      -  SAWMILL                                  118 36 06.0
 BA0441
 BA0441|---------------------------------------------------------------------|
 BA0441| PID    Reference Object                     Distance      Geod. Az  |
 BA0441|                                                           dddmmss.s |
 BA0441| BA0435 SAWMILL                             APPROX.15.3 KM 1191241.1 |
 BA0441| CH8456 BREWSTER RM 1                        14.173 METERS 20912     |
 BA0441| CH8457 BREWSTER RM 2                                      31208     |
 BA0441|---------------------------------------------------------------------|
 BA0441
 BA0441                          SUPERSEDED SURVEY CONTROL
 BA0441
 BA0441  NAD 83(1986)-  29 26 05.23723(N)    103 45 33.74695(W) AD(       ) 1
 BA0441  NAD 27      -  29 26 04.54400(N)    103 45 32.05900(W) AD(       ) 1
 BA0441
 BA0441.Superseded values are not recommended for survey control.
 BA0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0441.See file dsdata.txt to determine how the superseded data were derived.
 BA0441
 BA0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN2033256799(NAD 83)
 BA0441_MARKER: DS = TRIANGULATION STATION DISK
 BA0441_SETTING: 66 = SET IN ROCK OUTCROP
 BA0441
 BA0441  HISTORY     - Date     Condition        Report By
 BA0441  HISTORY     - 1934     MONUMENTED       CGS
 BA0441
 BA0441                          STATION DESCRIPTION
 BA0441
 BA0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0441'ON A 5000-FOOT PEAK OF THE BLUE RIDGE IN THE SOLITARIO RANGE
 BA0441'OF MOUNTAINS.  IT IS ABOUT 12 MILES NORTHWEST FROM TERLINGUA,
 BA0441'6 MILES EAST OF FRESNO CANYON, AND 2 MILES EAST OF THE
 BA0441'BREWSTER-PRESIDO COUNTY LINE.  THERE ARE OTHER PEAKS IN THE
 BA0441'VICINITY THAT ARE A LITTLE HIGHER, BUT THIS IS THE ONLY POINT
 BA0441'THAT WILL SEE STATION LAJITAS.  THE PEAK IS PROMINENT AND IT
 BA0441'HAS ONE SHOULDER EXTENDING TO THE NORTH AND ONE TO THE EAST.
 BA0441'IN ORDER THAT THE STATION MADRIL MAY BE SEEN, STATION BREWSTER
 BA0441'IS SET ON THE EAST SHOULDER, ABOUT 100 FEET FROM AND 20 FEET
 BA0441'LOWER THAN THE MAIN PEAK.
 BA0441'
 BA0441'TO REACH FROM TERLINGUA, GO EAST 0.1 MILE TO FORKS, TAKE RIGHT
 BA0441'FORK AND GO 0.15 MILE TO FORKS AT NORTHWEST CORNER OF CEMETERY.
 BA0441'TAKE RIGHT FORK AND GO 0.6 MILE TO FORKS AT THE FOOT OF A
 BA0441'HILL.  TAKE THE LAJITAS ROAD (RIGHT FORK) AND GO 0.9 MILE TO
 BA0441'FORKS.  TAKE LEFT FORK AND GO 1.9 MILES TO FORKS.  TAKE
 BA0441'LEFT FORK DOWN HILL AND GO 1.0 MILE, HERE TAKE LEFT FORK AT
 BA0441'TEXACO SIGN AND GO 0.3 MILE TO FORKS.  LEAVE RIO GRANDE
 BA0441'QUICKSILVER COMPANY ROAD AND CONTINUE STRAIGHT AHEAD ON LEFT FORK
 BA0441'2.25 MILES.  LEAVE LAJITAS ROAD AND TAKE RIGHT FORK AND
 BA0441'GO WEST 7.05 MILES TO THE LAJITAS-MARFA ROAD BY WAY OF
 BA0441'FRESNO CANYON.  TURN RIGHT ON THIS ROAD AND GO IN A NORTHERLY
 BA0441'DIRECTION 0.25 MILE TO A ROAD GOING SOUTHWEST TO THE RIO
 BA0441'GRANDE RANCH.  CONTINUE STRAIGHT AHEAD NORTHWEST 7.9 MILES TO
 BA0441'THE SMITH RANCH.  CONTINUE NORTH ON MAIN ROAD 9.45
 BA0441'MILES TO A WIRE GATE.  CONTINUE 0.65 MILE TO WHERE A ROAD TURNS
 BA0441'SHARP TO THE RIGHT ABOUT 50 YARDS SOUTH OF A PRESIDIO SIGN
 BA0441'BOARD.  TURN SHARP RIGHT ON THIS ROAD AND GO IN A
 BA0441'SOUTHEASTERLY DIRECTION 1.45 MILES TO A WINDMILL AND A TANK ON
 BA0441'LEFT.  CONTINUE 0.6 MILE, THEN TAKE RIGHT FORK AND GO 0.15
 BA0441'MILE TO WHERE A ROAD COMES IN FROM THE LEFT.  CONTINUE
 BA0441'IN SOUTHERLY DIRECTION FOR 2.65 MILES, AND THEN TAKE
 BA0441'LEFT FORK, ON DIM ROAD AND GO EAST 0.8 MILE TO A DIRT
 BA0441'TANK WITH WATER.  THIS IS AS FAR AS ROAD GOES, BUY WITH A
 BA0441'LITTLE WORK TRUCK CAN BE TAKEN ON EAST DOWN THE VALLEY.
 BA0441'FROM THE TANK CONTINUE EAST 0.4 MILE TO A DRY CREEK WASH.
 BA0441'FOLLOW DOWN WASH ABOUT 1-1/2 MILES TO THE EAST END OF GAP,
 BA0441'PASSING A WINDMILL ABOUT 1/2 MILE WEST OF GAP.  AFTER
 BA0441'PASSING THROUGH GAP, TURN RIGHT AND FOLLOW UP ALONG ANOTHER
 BA0441'CREEK IN A SOUTHERLY DIRECTION ABOUT 1.0 MILE TO WHERE THE
 BA0441'VALLEY NARROWS DOWN TO A CANYON.  IN FOLLOWING UP THIS CREEK,
 BA0441'BE SURE AND KEEP THE LEFT HAND CREEK.  THIS IS ABOUT AS FAR
 BA0441'AS TRUCK CAN BE DRIVEN.  FROM HERE PACK UP THE MAIN CREEK
 BA0441'ABOUT 1.2 MILES TO WHERE THE CREEK FORKS AND A SMALL NARROW
 BA0441'RIDGE COMES DOWN BETWEEN THEM.  THERE IS A SMALL ROCK
 BA0441'CAIRN ON THIS RIDGE ABOUT 50 YARDS FROM THE FORKS IN THE
 BA0441'CREEK.  LEAVE CREEK BOTTOM HERE, FOLLOW UP THE RIDGE
 BA0441'BETWEEN FORKS OF THE CREEK THEN TURN LEFT AND FOLLOW UP THE
 BA0441'RIGHT SIDE OF THE LEFT HAND CREEK AND GO IN AN EASTERLY
 BA0441'DIRECTION ABOUT 1/2 TO 3/4 MILE TO THE HIGHEST POINT IN
 BA0441'THE IMMEDIATE VICINITY.  ABOUT 1-HOUR PACK.
 BA0441'
 BA0441'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BA0441'OUTCROPPING BEDROCK.
 BA0441'
 BA0441'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION ON THE SAME
 BA0441'SHOULDER AS STATION.
 BA0441'
 BA0441'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION ON TOP
 BA0441'OF THE MAIN PEAK.  THIS MARK IS NOT SEEN FROM THE STATION.
 BA0441'DISTANCE COULD BE MEASURED ONLY APPROXIMATELY AND ANGLE BY
 BA0441'SHOOTING ON A FLASHLIGHT SET ON MARK.
 BA0441'
 BA0441'THERE IS NO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0559 ***********************************************************************
 CS0559  DESIGNATION -  BRIAR
 CS0559  PID         -  CS0559
 CS0559  STATE/COUNTY-  TX/NAVARRO
 CS0559  USGS QUAD   -  CHATFIELD (1961)
 CS0559
 CS0559                         *CURRENT SURVEY CONTROL
 CS0559  ___________________________________________________________________
 CS0559* NAD 83(1993)-  32 07 41.89212(N)    096 27 59.16134(W)     ADJUSTED  
 CS0559* NAVD 88     -       140.980  (meters)     462.53   (feet)  ADJUSTED  
 CS0559  ___________________________________________________________________
 CS0559  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 CS0559  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0559  DYNAMIC HT  -         140.816 (meters)     461.99  (feet)  COMP
 CS0559  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 CS0559
 CS0559  HORZ ORDER  -  SECOND
 CS0559  VERT ORDER  -  SECOND    CLASS 0
 CS0559
 CS0559.The horizontal coordinates were established by classical geodetic methods
 CS0559.and adjusted by the National Geodetic Survey in February 1996..
 CS0559
 CS0559.The orthometric height was determined by differential leveling
 CS0559.and adjusted by the National Geodetic Survey in June 1991..
 CS0559
 CS0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0559
 CS0559.The geoid height was determined by GEOID03.
 CS0559
 CS0559.The dynamic height is computed by dividing the NAVD 88
 CS0559.geopotential number by the normal gravity value computed on the
 CS0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0559.degrees latitude (g = 980.6199 gals.).
 CS0559
 CS0559.The modeled gravity was interpolated from observed gravity values.
 CS0559
 CS0559;                    North         East     Units Scale Factor Converg.
 CS0559;SPC TXNC     - 2,053,049.689   791,878.285   MT  1.00000140   +1 06 32.7
 CS0559;SPC TXNC     - 6,735,713.85  2,598,020.67   sFT  1.00000140   +1 06 32.7
 CS0559;UTM  14      - 3,557,468.747   739,009.120   MT  1.00030454   +1 20 52.9
 CS0559
 CS0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0559!SPC TXNC     -   0.99998188  x   1.00000140  =   0.99998328
 CS0559!UTM  14      -   0.99998188  x   1.00030454  =   1.00028641
 CS0559
 CS0559|---------------------------------------------------------------------|
 CS0559| PID    Reference Object                     Distance      Geod. Az  |
 CS0559|                                                           dddmmss.s |
 CS0559| CS0560 BRIAR RM 1                           39.374 METERS 23900     |
 CS0559| CS2655 BRIAR RM 3                           37.163 METERS 28301     |
 CS0559| CS0561 BRIAR RM 2                           30.560 METERS 33654     |
 CS0559| CX9869 BRIAR RM 4                                         33719     |
 CS0559| CS0562 BRIAR AZ MK                                        3464654.1 |
 CS0559|---------------------------------------------------------------------|
 CS0559
 CS0559                          SUPERSEDED SURVEY CONTROL
 CS0559
 CS0559  NAD 83(1986)-  32 07 41.89985(N)    096 27 59.14287(W) AD(       ) 2
 CS0559  NAD 27      -  32 07 41.35300(N)    096 27 58.20200(W) AD(       ) 2
 CS0559  NGVD 29 (??/??/92)  140.972  (m)          462.51   (f) ADJ UNCH    2 0
 CS0559
 CS0559.Superseded values are not recommended for survey control.
 CS0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0559.See file dsdata.txt to determine how the superseded data were derived.
 CS0559
 CS0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3900957469(NAD 83)
 CS0559_MARKER: DS = TRIANGULATION STATION DISK
 CS0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0559_STAMPING: BRIAR 1947
 CS0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0559+STABILITY: SURFACE MOTION
 CS0559
 CS0559  HISTORY     - Date     Condition        Report By
 CS0559  HISTORY     - 1947     MONUMENTED       CGS
 CS0559  HISTORY     - 1947     GOOD             CGS
 CS0559  HISTORY     - 1949     GOOD             CGS
 CS0559  HISTORY     - 1964     GOOD             USGS
 CS0559
 CS0559                          STATION DESCRIPTION
 CS0559
 CS0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS0559'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF CORSICANA AND
 CS0559'ABOUT 8.75 MILES WEST OF POWELL, ON LAND OWNED BY WILLIAM
 CS0559'SPRUILL.  IT IS IN THE NORTHWEST CORNER OF A FIELD, ABOUT 150
 CS0559'YARDS NORTH OF A SAW MILL, 76.5 FEET EAST OF U.S. HIGHWAY 75,
 CS0559'32 FEET SOUTHEAST OF A FENCE CORNER, 33.5 FEET SOUTH OF AN
 CS0559'EAST-WEST FENCE LINE, AND 20 FEET EAST OF A 4-INCH SQUARE WOODEN
 CS0559'WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED BRIAR 1947 AND
 CS0559'IS 1 FOOT BELOW THE SURFACE OF THE GROUND.
 CS0559'
 CS0559'REFERENCE MARK NO. 1 IS 53.5 FEET WEST OF U.S. HIGHWAY 75 AND
 CS0559'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED BRIAR NO 1
 CS0559'1947 AND PROJECTS 6 INCHES.
 CS0559'
 CS0559'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE, 49
 CS0559'FEET EAST OF U.S. HIGHWAY 75 AND 71 FEET NORTH OF A FENCE CORNER.
 CS0559'IT IS STAMPED BRIAR NO 2 1947 AND PROJECTS 6 INCHES.
 CS0559'
 CS0559'AZIMUTH MARK IS 50 FEET WEST OF U.S. HIGHWAY 75, 42.5 FEET
 CS0559'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE
 CS0559'AND 2.5 FEET SOUTH OF A 4-INCH SQUARE WOODEN WITNESS POST
 CS0559'PROJECTING 2.5 FEET.  IT IS STAMPED BRIAR 1947 AND PROJECTS 6
 CS0559'INCHES.
 CS0559'
 CS0559'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 75 AND
 CS0559'STATE HIGHWAY 31 AT THE EAST EDGE OF CORSICANA, GO NORTH ON
 CS0559'U.S. HIGHWAY 75 FOR 2.4 MILES TO THE STATION ON THE RIGHT AS
 CS0559'DESCRIBED.
 CS0559'
 CS0559'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 CS0559'ON U.S. HIGHWAY 75 FOR 0.4 MILE TO THE MARK ON THE LEFT AS
 CS0559'DESCRIBED.
 CS0559'
 CS0559'A 100 FOOT SIGNAL AT BAZETTE IS VISIBLE FROM THE GROUND.
 CS0559'
 CS0559'A 100 FOOT SIGNAL AT WEST KERENS BASE IS VISIBLE FROM THE
 CS0559'GROUND.
 CS0559'
 CS0559'A 74 FOOT SIGNAL AT POWELL IS VISIBLE AT 37 FEET.
 CS0559'
 CS0559'A 74 FOOT SIGNAL AT MILDRED IS VISIBLE AT 37 FEET.
 CS0559'
 CS0559'A 74 FOOT SIGNAL AT CORSICANA IS VISIBLE AT 37 FEET.
 CS0559'
 CS0559'A 100 FOOT SIGNAL AT CARL IS VISIBLE AT 37 FEET.
 CS0559'
 CS0559'A 100 FOOT SIGNAL AT GRAY IS VISIBLE AT 37 FEET.
 CS0559'
 CS0559'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 CS0559
 CS0559                          STATION RECOVERY (1947)
 CS0559
 CS0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS0559'2.5 MI N FROM CORSICANA.
 CS0559'2.5 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF U.S.
 CS0559'HIGHWAY NO. 75 AND STATE HIGHWAY NO. 31 AT CORSICANA, AT THE TOP OF A
 CS0559'HILL, 72.0 FEET EAST OF THE CENTER OF THE HIGHWAY, 44.0 FEET SOUTHEAST
 CS0559'OF A POWER LINE POLE, 32.5 FEET SOUTHEAST OF A FENCE CORNER POST, 19.8
 CS0559'FEET EAST OF A REFERENCE POST WHICH IS SET IN THE EAST RIGHT-OF-WAY
 CS0559'FENCE, 129.0 FEET EAST OF AND ACROSS THE HIGHWAY FROM REFERENCE MARK
 CS0559'BRIAR NO 1, 100.0 FEET SOUTHEAST OF REFERENCE MARK BRIAR NO 2, A
 CS0559'BRONZE TRIANGULATION STATION DISK SET IN A CONCRETE POST ABOUT THE
 CS0559'SAME ELEVATION AS THE HIGHWAY AND 1 FOOT BELOW THE SURFACE OF THE
 CS0559'GROUND.
 CS0559
 CS0559                          STATION RECOVERY (1949)
 CS0559
 CS0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS0559'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 CS0559'WERE FOUND AS DESCRIBED AND WERE IN GOOD CONDITION.  REFERENCE MARK
 CS0559'NO. 2 WAS DESTROYED.  REFERENCE MARKS NO. 3 AND NO. 4 WERE
 CS0559'ESTABLISHED AND NO. 3 WAS OCCUPIED AS AN ECCENTRIC POINT.  THE
 CS0559'FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 CS0559'
 CS0559'STATION IS LOCATED ABOUT 2.5 MILES NORTH OF CORSICANA ON PROPERTY
 CS0559'OWNED BY WILLIAM SPRUILL.  IT IS 76.5 FEET EAST OF U.S. HIGHWAY
 CS0559'75, 32 FEET SOUTHEAST OF A FENCE CORNER, 20 FEET EAST OF A WHITE
 CS0559'WITNESS POST IN THE RIGHT-OF-WAY FENCE LINE AND 13 FEET WEST
 CS0559'OF THE SOUTHWEST CORNER OF A CABINET SHOP.  THE MARK
 CS0559'IS ABOUT 1 FOOT BELOW THE SURFACE AND THE DISC IS
 CS0559'STAMPED, BRIAR 1947.
 CS0559'
 CS0559'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION 53.5 FEET
 CS0559'WEST OF THE CENTERLINE OF U.S. HIGHWAY 75 AND 1 FOOT EAST OF THE
 CS0559'RIGHT-OF-WAY FENCE LINE.  THE MARK, PROJECTS SIX INCHES
 CS0559'6 AND THE DISC IS STAMPED, BRIAR NO 1 1947.
 CS0559'
 CS0559'REFERENCE MARK NO. 4 IS NORTH-NORTHWEST OF THE STATION, 67 FEET
 CS0559'NORTH OF A FENCE CORNER, 50 FEET EAST OF THE CENTERLINE OF
 CS0559'U.S. HIGHWAY 75 AND ABOUT 1 FOOT WEST OF THE RIGHT-OF-WAY
 CS0559'FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 CS0559'THE DISC IS STAMPED, BRIAR NO 4 1949.
 CS0559'
 CS0559'REFERENCE MARK NO. 3 IS WEST OF THE STATION, 40.6 FEET WEST OF THE
 CS0559'CENTERLINE OF U.S. HIGHWAY 75 AND 9 FEET EAST OF THE RIGHT-OF-WAY
 CS0559'FENCE LINE.  THE MARK,  IS ABOUT 1 FOOT BELOW THE
 CS0559'SURFACE AND THE DISC IS STAMPED, BRIAR NO 3 1949.
 CS0559'
 CS0559'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTH-NORTHWEST OF THE
 CS0559'STATION, 50 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE
 CS0559'HIGHWAY, 42.5 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE
 CS0559'RIGHT-OF-WAY FENCE LINE AND 2.4 FEET SOUTH OF A WHITE WITNESS
 CS0559'POST.  THE MARK,  PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 CS0559', BRIAR 1947.
 CS0559'
 CS0559'THE STATION WAS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY
 CS0559'75 AND STATE HIGHWAY 31 IN CORSICANA, BY GOING NORTHERLY ON
 CS0559'U.S. HIGHWAY 75 FOR 2.4 MILES TO THE STATION SITE ON THE RIGHT
 CS0559'AS DESCRIBED ABOVE.
 CS0559'
 CS0559'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. HIGHWAY
 CS0559'75 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED
 CS0559'ABOVE.
 CS0559
 CS0559                          STATION RECOVERY (1964)
 CS0559
 CS0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CS0559'STATION HAS BEEN DESTROYED BY CONSTRUCTION OF INTERSTATE HIGHWAY
 CS0559'45.  R.M. 1 HAS BEEN DISTURBED.  ADDITIONAL WORK WAS APPARENTLY
 CS0559'DONE ON THIS STATION IN 1949.  R.M. 2 1947 HAS BEEN RESTAMPED
 CS0559'R.M. 4 1949.  R.M. 3 HAS BEEN DESTROYED.  AZIMUTH MARK HAS BEEN
 CS0559'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0562 ***********************************************************************
 CS0562  DESIGNATION -  BRIAR AZ MK
 CS0562  PID         -  CS0562
 CS0562  STATE/COUNTY-  TX/NAVARRO
 CS0562  USGS QUAD   -  CHATFIELD (1961)
 CS0562
 CS0562                         *CURRENT SURVEY CONTROL
 CS0562  ___________________________________________________________________
 CS0562* NAD 83(1986)-  32 08 04.     (N)    096 28 05.     (W)     SCALED    
 CS0562* NAVD 88     -       134.194  (meters)     440.27   (feet)  ADJUSTED  
 CS0562  ___________________________________________________________________
 CS0562  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0562  DYNAMIC HT  -         134.038 (meters)     439.76  (feet)  COMP
 CS0562  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 CS0562
 CS0562  VERT ORDER  -  SECOND    CLASS 0
 CS0562
 CS0562.The horizontal coordinates were scaled from a topographic map and have
 CS0562.an estimated accuracy of +/- 6 seconds.
 CS0562
 CS0562.The orthometric height was determined by differential leveling
 CS0562.and adjusted by the National Geodetic Survey in June 1991..
 CS0562
 CS0562.The geoid height was determined by GEOID03.
 CS0562
 CS0562.The dynamic height is computed by dividing the NAVD 88
 CS0562.geopotential number by the normal gravity value computed on the
 CS0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0562.degrees latitude (g = 980.6199 gals.).
 CS0562
 CS0562.The modeled gravity was interpolated from observed gravity values.
 CS0562
 CS0562;                    North         East    Units  Estimated Accuracy
 CS0562;SPC TXNC     - 2,053,730.      791,710.      MT  (+/- 180 meters Scaled)
 CS0562
 CS0562                          SUPERSEDED SURVEY CONTROL
 CS0562
 CS0562  NGVD 29 (??/??/92)  134.187  (m)          440.25   (f) ADJ UNCH    2 0
 CS0562
 CS0562.Superseded values are not recommended for survey control.
 CS0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0562.See file dsdata.txt to determine how the superseded data were derived.
 CS0562
 CS0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA388581(NAD 83)
 CS0562_MARKER: DZ = AZIMUTH MARK DISK
 CS0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0562_STAMPING: BRIAR 1947
 CS0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0562+STABILITY: SURFACE MOTION
 CS0562
 CS0562  HISTORY     - Date     Condition        Report By
 CS0562  HISTORY     - 1947     MONUMENTED       CGS
 CS0562
 CS0562                          STATION DESCRIPTION
 CS0562
 CS0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0562'2.9 MI N FROM CORSICANA.
 CS0562'2.9 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF U.S.
 CS0562'HIGHWAY NO. 75 AND STATE HIGHWAY NO. 31 AT CORSICANA, DIRECTLY ACROSS
 CS0562'THE HIGHWAY FROM A LARGE FRAME FARM HOUSE, 61.0 FEET SOUTH OF THE
 CS0562'CENTER OF A DIRT ROAD LEADING WEST, 50.0 FEET WEST OF THE CENTER OF
 CS0562'THE HIGHWAY, 45.5 FEET SOUTH OF TELEPHONE POLE NO.1265, 2.5 FEET SOUTH
 CS0562'OF A REFERENCE POST, 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE,
 CS0562'BRONZE AZIMUTH MARK DISK SET IN A CONCRETE POST ABOUT THE SAME
 CS0562'ELEVATION AS THE HIGHWAY AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0560 ***********************************************************************
 CS0560  DESIGNATION -  BRIAR RM 1
 CS0560  PID         -  CS0560
 CS0560  STATE/COUNTY-  TX/NAVARRO
 CS0560  USGS QUAD   -  CHATFIELD (1961)
 CS0560
 CS0560                         *CURRENT SURVEY CONTROL
 CS0560  ___________________________________________________________________
 CS0560* NAD 83(1986)-  32 07 42.     (N)    096 27 59.     (W)     SCALED    
 CS0560* NAVD 88     -       141.031  (meters)     462.70   (feet)  ADJUSTED  
 CS0560  ___________________________________________________________________
 CS0560  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0560  DYNAMIC HT  -         140.867 (meters)     462.16  (feet)  COMP
 CS0560  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 CS0560
 CS0560  VERT ORDER  -  SECOND    CLASS 0
 CS0560
 CS0560.The horizontal coordinates were scaled from a topographic map and have
 CS0560.an estimated accuracy of +/- 6 seconds.
 CS0560
 CS0560.The orthometric height was determined by differential leveling
 CS0560.and adjusted by the National Geodetic Survey in June 1991..
 CS0560
 CS0560.The geoid height was determined by GEOID03.
 CS0560
 CS0560.The dynamic height is computed by dividing the NAVD 88
 CS0560.geopotential number by the normal gravity value computed on the
 CS0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0560.degrees latitude (g = 980.6199 gals.).
 CS0560
 CS0560.The modeled gravity was interpolated from observed gravity values.
 CS0560
 CS0560;                    North         East    Units  Estimated Accuracy
 CS0560;SPC TXNC     - 2,053,050.      791,880.      MT  (+/- 180 meters Scaled)
 CS0560
 CS0560                          SUPERSEDED SURVEY CONTROL
 CS0560
 CS0560  NGVD 29 (??/??/92)  141.023  (m)          462.67   (f) ADJ UNCH    2 0
 CS0560
 CS0560.Superseded values are not recommended for survey control.
 CS0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0560.See file dsdata.txt to determine how the superseded data were derived.
 CS0560
 CS0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA390574(NAD 83)
 CS0560_MARKER: DR = REFERENCE MARK DISK
 CS0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0560_STAMPING: BRIAR NO 1 1947
 CS0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0560+STABILITY: SURFACE MOTION
 CS0560
 CS0560  HISTORY     - Date     Condition        Report By
 CS0560  HISTORY     - 1947     MONUMENTED       CGS
 CS0560
 CS0560                          STATION DESCRIPTION
 CS0560
 CS0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0560'2.5 MI N FROM CORSICANA.
 CS0560'2.5 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF U.S.
 CS0560'HIGHWAY NO. 75 AND STATE HIGHWAY NO. 31 AT CORSICANA, AT THE TOP OF A
 CS0560'HILL, 78.3 FEET SOUTH OF TELEPHONE POLE NO. N9, 49.0 FEET WEST OF THE
 CS0560'CENTER OF THE HIGHWAY, 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE,
 CS0560'174.0 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM REFERENCE MARK
 CS0560'BRIAR NO 2, 129.0 FEET WEST OF AND ACROSS THE HIGHWAY FROM BRIAR
 CS0560'TRIANGULATION STATION, A BRONZE REFERENCE MARK DISK SET IN A CONCRETE
 CS0560'POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0561 ***********************************************************************
 CS0561  DESIGNATION -  BRIAR RM 2
 CS0561  PID         -  CS0561
 CS0561  STATE/COUNTY-  TX/NAVARRO
 CS0561  USGS QUAD   -  CHATFIELD (1961)
 CS0561
 CS0561                         *CURRENT SURVEY CONTROL
 CS0561  ___________________________________________________________________
 CS0561* NAD 83(1986)-  32 07 42.     (N)    096 27 59.     (W)     SCALED    
 CS0561* NAVD 88     -       141.810  (meters)     465.25   (feet)  ADJUSTED  
 CS0561  ___________________________________________________________________
 CS0561  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0561  DYNAMIC HT  -         141.645 (meters)     464.71  (feet)  COMP
 CS0561  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 CS0561
 CS0561  VERT ORDER  -  SECOND    CLASS 0
 CS0561
 CS0561.The horizontal coordinates were scaled from a topographic map and have
 CS0561.an estimated accuracy of +/- 6 seconds.
 CS0561
 CS0561.The orthometric height was determined by differential leveling
 CS0561.and adjusted by the National Geodetic Survey in June 1991..
 CS0561
 CS0561.The geoid height was determined by GEOID03.
 CS0561
 CS0561.The dynamic height is computed by dividing the NAVD 88
 CS0561.geopotential number by the normal gravity value computed on the
 CS0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0561.degrees latitude (g = 980.6199 gals.).
 CS0561
 CS0561.The modeled gravity was interpolated from observed gravity values.
 CS0561
 CS0561;                    North         East    Units  Estimated Accuracy
 CS0561;SPC TXNC     - 2,053,050.      791,880.      MT  (+/- 180 meters Scaled)
 CS0561
 CS0561                          SUPERSEDED SURVEY CONTROL
 CS0561
 CS0561  NGVD 29 (??/??/92)  141.802  (m)          465.23   (f) ADJ UNCH    2 0
 CS0561
 CS0561.Superseded values are not recommended for survey control.
 CS0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0561.See file dsdata.txt to determine how the superseded data were derived.
 CS0561
 CS0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA390574(NAD 83)
 CS0561_MARKER: DR = REFERENCE MARK DISK
 CS0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0561_STAMPING: BRIAR NO 2 1947
 CS0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0561+STABILITY: SURFACE MOTION
 CS0561
 CS0561  HISTORY     - Date     Condition        Report By
 CS0561  HISTORY     - 1947     MONUMENTED       CGS
 CS0561
 CS0561                          STATION DESCRIPTION
 CS0561
 CS0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0561'2.5 MI N FROM CORSICANA.
 CS0561'2.5 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF U.S.
 CS0561'HIGHWAY NO. 75 AND STATE HIGHWAY NO. 31 AT CORSICANA, AT THE TOP OF A
 CS0561'HILL, 71.0 FEET NORTH OF A FENCE CORNER POST, 58.5 FEET NORTH OF A
 CS0561'POWER LINE POLE, 49.0 FEET EAST OF THE CENTER OF THE HIGHWAY, 1.5 FOOT
 CS0561'WEST OF THE EAST RIGHT-OF-WAY FENCE, 100.0 FEET NORTHWEST OF BRIAR
 CS0561'TRIANGULATION STATION, 174.0 FEET NORTHEAST OF AND ACROSS THE HIGHWAY
 CS0561'FROM REFERENCE MARK BRIAR NO 1, A BRONZE REFERENCE MARK DISK SET IN A
 CS0561'CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING
 CS0561'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2655 ***********************************************************************
 CS2655  DESIGNATION -  BRIAR RM 3
 CS2655  PID         -  CS2655
 CS2655  STATE/COUNTY-  TX/NAVARRO
 CS2655  USGS QUAD   -  CHATFIELD (1961)
 CS2655
 CS2655                         *CURRENT SURVEY CONTROL
 CS2655  ___________________________________________________________________
 CS2655* NAD 83(1993)-  32 07 42.16395(N)    096 28 00.54271(W)     ADJUSTED  
 CS2655* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 CS2655  ___________________________________________________________________
 CS2655  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 CS2655  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS2655
 CS2655  HORZ ORDER  -  SECOND
 CS2655
 CS2655.The horizontal coordinates were established by classical geodetic methods
 CS2655.and adjusted by the National Geodetic Survey in February 1996..
 CS2655
 CS2655.The orthometric height was scaled from a topographic map.
 CS2655
 CS2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2655
 CS2655.The geoid height was determined by GEOID03.
 CS2655
 CS2655;                    North         East     Units Scale Factor Converg.
 CS2655;SPC TXNC     - 2,053,057.360   791,841.922   MT  1.00000138   +1 06 32.0
 CS2655;SPC TXNC     - 6,735,739.02  2,597,901.37   sFT  1.00000138   +1 06 32.0
 CS2655;UTM  14      - 3,557,476.269   738,972.715   MT  1.00030433   +1 20 52.2
 CS2655
 CS2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2655!SPC TXNC     -   0.99998187  x   1.00000138  =   0.99998325
 CS2655!UTM  14      -   0.99998187  x   1.00030433  =   1.00028620
 CS2655
 CS2655|---------------------------------------------------------------------|
 CS2655| PID    Reference Object                     Distance      Geod. Az  |
 CS2655|                                                           dddmmss.s |
 CS2655| CX9869 BRIAR RM 4                           31.068 METERS 05325     |
 CS2655| CS0559 BRIAR                                37.163 METERS 10301     |
 CS2655| CS0560 BRIAR RM 1                           28.745 METERS 17443     |
 CS2655| CS0562 BRIAR AZ MK                                        3492051.0 |
 CS2655|---------------------------------------------------------------------|
 CS2655
 CS2655                          SUPERSEDED SURVEY CONTROL
 CS2655
 CS2655  NAD 83(1986)-  32 07 42.17168(N)    096 28 00.52423(W) AD(       ) 2
 CS2655  NAD 27      -  32 07 41.62500(N)    096 27 59.58300(W) AD(       ) 2
 CS2655
 CS2655.Superseded values are not recommended for survey control.
 CS2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2655.See file dsdata.txt to determine how the superseded data were derived.
 CS2655
 CS2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3897357476(NAD 83)
 CS2655_MARKER: DR = REFERENCE MARK DISK
 CS2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2655
 CS2655  HISTORY     - Date     Condition        Report By
 CS2655  HISTORY     - 1949     MONUMENTED       CGS
 CS2655
 CS2655                          STATION DESCRIPTION
 CS2655
 CS2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2655'STATION IS LOCATED ABOUT 2.5 MILE NORTH OF CORSICANA, ON THE WEST
 CS2655'RIGHT-OF-WAY OF U.S. HIGHWAY 75, AT THE TOP OF A GRADE AND
 CS2655'OPPOSITE, OR ACROSS THE ROAD FROM A CABINET SHOP.  IT IS 40.6
 CS2655'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 9 FEET EAST OF THE
 CS2655'RIGHT-OF-WAY FENCE LINE AND 15 FEET NORTHEAST OF A TELEPHONE
 CS2655'POLE.  THE MARK IS A ROUND CONCRETE BLOCK ABOUT 10 INCHES IN
 CS2655'DIAMETER AND ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2655'MARKED BY A STANDARD REFERENCE MARK DISC THAT IS STAMPED,
 CS2655'BRIAR NO 3 1949.
 CS2655'
 CS2655'A TRAVERSE CONNECTION WAS MADE FROM BRIAR 1947 TO THIS STATION AS
 CS2655'SHOWN ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0749 ***********************************************************************
 AO0749  DESIGNATION -  BRICE
 AO0749  PID         -  AO0749
 AO0749  STATE/COUNTY-  TX/ZAVALA
 AO0749  USGS QUAD   -  LOMA VISTA (1972)
 AO0749
 AO0749                         *CURRENT SURVEY CONTROL
 AO0749  ___________________________________________________________________
 AO0749* NAD 83(1993)-  28 48 28.87636(N)    099 36 11.27799(W)     ADJUSTED  
 AO0749* NAVD 88     -       253.2    (meters)     831.     (feet)  VERTCON   
 AO0749  ___________________________________________________________________
 AO0749  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AO0749  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AO0749
 AO0749  HORZ ORDER  -  FIRST
 AO0749
 AO0749.The horizontal coordinates were established by classical geodetic methods
 AO0749.and adjusted by the National Geodetic Survey in February 1996..
 AO0749
 AO0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0749
 AO0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0749
 AO0749.The geoid height was determined by GEOID03.
 AO0749
 AO0749;                    North         East     Units Scale Factor Converg.
 AO0749;SPC TXSC     - 4,108,174.542   541,128.981   MT  0.99990522   -0 17 43.7
 AO0749;SPC TXSC     -13,478,235.98  1,775,354.00   sFT  0.99990522   -0 17 43.7
 AO0749;UTM  14      - 3,186,865.588   441,146.104   MT  0.99964274   -0 17 26.3
 AO0749
 AO0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0749!SPC TXSC     -   0.99996394  x   0.99990522  =   0.99986916
 AO0749!UTM  14      -   0.99996394  x   0.99964274  =   0.99960669
 AO0749
 AO0749|---------------------------------------------------------------------|
 AO0749| PID    Reference Object                     Distance      Geod. Az  |
 AO0749|                                                           dddmmss.s |
 AO0749| CV4353 BRICE RM 1                           11.848 METERS 10236     |
 AO0749| AO0748 LOMA VISTA RAD MAST                 APPROX. 1.4 KM 1491812.7 |
 AO0749| AO0750 BATESVILLE CABLE VISION MAST        APPROX. 0.7 KM 2024848.6 |
 AO0749| CV4354 BRICE RM 2                           12.521 METERS 21041     |
 AO0749| CV4352 BRICE AZ MK                                        2533451.1 |
 AO0749| AO0746 BATESVILLE TANK                     APPROX.16.3 KM 3543519.6 |
 AO0749|---------------------------------------------------------------------|
 AO0749
 AO0749                          SUPERSEDED SURVEY CONTROL
 AO0749
 AO0749  NAD 83(1986)-  28 48 28.87413(N)    099 36 11.25681(W) AD(       ) 1
 AO0749  NAD 27      -  28 48 27.96081(N)    099 36 10.07972(W) AD(       ) 1
 AO0749  NGVD 29 (07/19/86)  253.1    (m)          830.     (f) VERT ANG       
 AO0749
 AO0749.Superseded values are not recommended for survey control.
 AO0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0749.See file dsdata.txt to determine how the superseded data were derived.
 AO0749
 AO0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS4114686866(NAD 83)
 AO0749_MARKER: DS = TRIANGULATION STATION DISK
 AO0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0749
 AO0749  HISTORY     - Date     Condition        Report By
 AO0749  HISTORY     - 1972     MONUMENTED       NGS
 AO0749  HISTORY     - 20010823 MARK NOT FOUND   USPSQD
 AO0749
 AO0749                          STATION DESCRIPTION
 AO0749
 AO0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0749'THE STATION IS ABOUT 15-1/2 MILES NORTH AND 2-1/2 MILES WEST OF BIG
 AO0749'WELLS, 13 MILES EAST AND 9 MILES NORTH OF CRYSTAL CITY, 10 MILES
 AO0749'SOUTH OF BATESVILLE, ON THE SUMMIT OF A ROUND TOP, BRUSH COVERED HILL
 AO0749'AND ON PROPERTY LEASED BY LEO BRICE.
 AO0749'
 AO0749'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 1867 AND 1025
 AO0749'ABOUT 15 MILES NORTH-NORTHWEST OF BIG WELLS, GO NORTH-NORTHEAST ON
 AO0749'FARM ROAD 1025 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AO0749'CONTINUE NORTH-NORTHEAST ON FARM ROAD 1025 FOR 0.25 MILE TO A SIDE
 AO0749'ROAD AND A METAL GATE ON THE RIGHT.  TURN RIGHT AND GO EAST AND
 AO0749'NORTHEAST ON GRADED ROAD FOR 1.35 MILES TO A FORK.  TAKE THE
 AO0749'LEFT FORK AND GO NORTHEAST FOR 0.05 MILE TO A GATE.  PASS
 AO0749'THROUGH GATE AND GO NORTHEAST AND EAST ON GRADED ROAD FOR 0.35 MILE
 AO0749'TO A GATE AND A MAST ON THE LEFT.  PASS THROUGH GATE, TURN LEFT
 AO0749'AND GO NORTH ON TRACK ROAD FOR 0.1 MILE TO A GATE.  PASS THROUGH
 AO0749'GATE, TURN RIGHT AND GO EAST ON TRACK ROAD FOR 0.15 MILE TO A SIDE
 AO0749'ROAD LEFT.  TURN LEFT AND GO NORTH AND NORTHWEST ON TRACK ROAD FOR
 AO0749'0.35 MILE TO THE TOP OF HILL AND STATION.
 AO0749'
 AO0749'STATION MARKS ARE STANDARD DISKS, STAMPED BRICE 1971.  THE SURFACE
 AO0749'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0749'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 43.5 FEET SOUTH OF
 AO0749'THE CENTER OF A TRACK ROAD, 29.0 FEET WEST OF THE CENTER OF A TRACK
 AO0749'ROAD AND 6.2 FEET NORTH-NORTHWEST OF A WITNESS POST.  THE
 AO0749'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 43 INCHES
 AO0749'BELOW THE GROUND SURFACE.
 AO0749'
 AO0749'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRICE NO 1 1971, SET IN
 AO0749'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3
 AO0749'INCHES ABOVE THE GROUND.  IT IS 56.0 FEET SOUTH OF THE CENTER OF
 AO0749'THE TRACK ROAD, 36.6 FEET EAST OF THE WITNESS POST, 10.0 FEET EAST
 AO0749'OF THE CENTER OF THE TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE
 AO0749'STATION.
 AO0749'
 AO0749'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRICE NO 2 1971, SET
 AO0749'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0749'4 INCHES ABOVE THE GROUND.  IT IS 77.0 FEET SOUTH OF THE CENTER OF
 AO0749'THE TRACK ROAD, 47.0 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 AO0749'36.7 FEET SOUTH-SOUTHWEST OF THE WITNESS POST AND ABOUT THE
 AO0749'SAME ELEVATION AS THE STATION.
 AO0749'
 AO0749'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRICE 1971, SET IN THE TOP
 AO0749'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4 INCHES
 AO0749'ABOVE THE GROUND.  IT IS 40 FEET WEST-NORTHWEST OF THE CENTER OF
 AO0749'FARM ROAD 1025, 1.8 FEET SOUTH OF A WITNESS POST AND 0.8 FOOT EAST
 AO0749'OF A FENCE.
 AO0749'
 AO0749'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 AO0749
 AO0749                          STATION RECOVERY (2001)
 AO0749
 AO0749'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6802 ***********************************************************************
 AW6802  DESIGNATION -  BRIDGE
 AW6802  PID         -  AW6802
 AW6802  STATE/COUNTY-  TX/BRAZORIA
 AW6802  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6802
 AW6802                         *CURRENT SURVEY CONTROL
 AW6802  ___________________________________________________________________
 AW6802* NAD 83(1993)-  29 04 40.70451(N)    095 07 35.76774(W)     ADJUSTED  
 AW6802* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 AW6802  ___________________________________________________________________
 AW6802  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW6802  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AW6802
 AW6802  HORZ ORDER  -  SECOND
 AW6802
 AW6802.The horizontal coordinates were established by classical geodetic methods
 AW6802.and adjusted by the National Geodetic Survey in February 1996..
 AW6802
 AW6802.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6802
 AW6802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6802
 AW6802.The geoid height was determined by GEOID03.
 AW6802
 AW6802;                    North         East     Units Scale Factor Converg.
 AW6802;SPC TXSC     - 4,144,183.460   977,019.315   MT  0.99987323   +1 53 51.5
 AW6802;SPC TXSC     -13,596,375.24  3,205,437.54   sFT  0.99987323   +1 53 51.5
 AW6802;UTM  15      - 3,218,491.992   292,999.476   MT  1.00012879   -1 02 02.0
 AW6802
 AW6802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6802!SPC TXSC     -   1.00000353  x   0.99987323  =   0.99987676
 AW6802!UTM  15      -   1.00000353  x   1.00012879  =   1.00013232
 AW6802
 AW6802:                Primary Azimuth Mark                     Grid Az
 AW6802:SPC TXSC     -  LUIS                                     040 45 38.5
 AW6802:UTM  15      -  LUIS                                     043 41 32.0
 AW6802
 AW6802|---------------------------------------------------------------------|
 AW6802| PID    Reference Object                     Distance      Geod. Az  |
 AW6802|                                                           dddmmss.s |
 AW6802| AW6790 LUIS                                APPROX. 2.2 KM 0423930.0 |
 AW6802| AW6801 SL 1 USE                             10.371 METERS 09657     |
 AW6802| CV6953 BRIDGE RM 1                          10.689 METERS 27806     |
 AW6802|---------------------------------------------------------------------|
 AW6802
 AW6802                          SUPERSEDED SURVEY CONTROL
 AW6802
 AW6802  NAD 83(1986)-  29 04 40.71492(N)    095 07 35.74869(W) AD(       ) 2
 AW6802  NAD 27      -  29 04 39.83998(N)    095 07 35.00419(W) AD(       ) 2
 AW6802  NGVD 29 (07/19/86)    4.0    (m)           13.     (f) VERT ANG       
 AW6802
 AW6802.Superseded values are not recommended for survey control.
 AW6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6802.See file dsdata.txt to determine how the superseded data were derived.
 AW6802
 AW6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9299918492(NAD 83)
 AW6802_MARKER: DS = TRIANGULATION STATION DISK
 AW6802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6802_STAMPING: BRIDGE 1978
 AW6802_MARK LOGO: NGS   
 AW6802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AW6802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6802+STABILITY: SURFACE MOTION
 AW6802
 AW6802  HISTORY     - Date     Condition        Report By
 AW6802  HISTORY     - 1978     MONUMENTED       NGS
 AW6802  HISTORY     - 1979     GOOD             NOS
 AW6802  HISTORY     - 1979     GOOD             NOS
 AW6802  HISTORY     - 1982     GOOD             NOS
 AW6802  HISTORY     - 19821117 SEE DESCRIPTION  NGS
 AW6802  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 AW6802  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6802  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6802
 AW6802                          STATION DESCRIPTION
 AW6802
 AW6802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW6802'THE STATION IS LOCATED ABOUT 23 MILES SOUTHWEST OF GALVESTON, 17
 AW6802'MILES NORTHEAST OF FREEPORT, AT THE SOUTHWEST END OF THE TOLL
 AW6802'BRIDGE AT SAN LUIS PASS, AND ON THE RIGHT-OF-WAY OF COUNTY
 AW6802'ROAD 257.
 AW6802'
 AW6802'THE STATION IS A STANDARD NGS DISK
 AW6802'STAMPED---BRIDGE 1978---,
 AW6802'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW6802'DIAMETER PROJECTING 10 INCHES ABOVE THE GROUND.  IT IS
 AW6802'71.0 FEET SOUTHEAST FROM THE CENTER OF A PAVED ROAD,
 AW6802'46.6 FEET WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 AW6802'BRIDGE ABUTMENT, AND
 AW6802'28.3 FEET NORTHWEST FROM A METAL GUARD RAIL.
 AW6802'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AW6802'STAMPED---BRIDGE 1978---,
 AW6802'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE GROUND.
 AW6802'
 AW6802'REFERENCE MARK 1 IS A STANDARD NGS DISK
 AW6802'STAMPED---BRIDGE NO 1 1978---,
 AW6802'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AW6802'DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AW6802'81.8 FEET WEST FROM THE SOUTHWEST CORNER OF THE BRIDGE
 AW6802'ABUTMENT,
 AW6802'57.0 FEET NORTHWEST FROM A METAL GUARD RAIL, AND
 AW6802'40.0 FEET EAST-SOUTHEAST FROM THE CENTER OF A PAVED ROAD.
 AW6802'
 AW6802'REFERENCE MARK IS A US ARMY CORPS OF ENGINEERS DISK
 AW6802'STAMPED---SL-1---,
 AW6802'SET INTO THE PAVEMENT ON THE SHOULDER OF COUNTY ROAD 257.  IT IS
 AW6802'15.2 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF THE BRIDGE
 AW6802'ABUTMENT, AND
 AW6802'2.4 FEET NORTHWEST FROM A METAL GUARD RAIL.
 AW6802'
 AW6802'AZIMUTH MARK IS A US ARMY CORPS OF ENGINEERS
 AW6802'DISK---UNSTAMPED---,
 AW6802'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH
 AW6802'THE GROUND.  IT IS
 AW6802'60 FEET NORTH-NORTHEAST FROM THE NORTHWEST EDGE OF THE NORTHEAST
 AW6802'CORNER OF THE BRIDGE,
 AW6802'23 FEET EAST FROM THE WEST EDGE OF A GUARD RAIL, AND
 AW6802'22 FEET WEST FROM THE CENTER OF GALVESTON COUNTY ROAD.
 AW6802'
 AW6802'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED NORTHEAST
 AW6802'ACROSS THE TOLL BRIDGE FOR 1.3 MILES TO THE MARK ON THE LEFT,
 AW6802'NORTH OF THE TOLL BOOTH.
 AW6802'
 AW6802'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.
 AW6802'STATION MOTTO 1933 CAN ALSO BE USED AS AN AZIMUTH MARK.
 AW6802'A TRAVERSE CONNECTION, REDUCED TO SEA LEVEL, WAS MADE TO
 AW6802'STATION SL-1 USE.
 AW6802
 AW6802                          STATION RECOVERY (1979)
 AW6802
 AW6802'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6802'RECOVERED AS DESCRIBED.
 AW6802
 AW6802                          STATION RECOVERY (1979)
 AW6802
 AW6802'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW6802'THE STATION AND REFERENCE MARK SL-1 USE WERE RECOVERED
 AW6802'AS DESCRIBED.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT
 AW6802'RECOVERED.  IT IS BELIEVED TO BE COVERED BY SAND.  THE
 AW6802'DISTANCE TO SL-1 USE WAS 0.010 METER LONGER AT THIS TIME,
 AW6802'COMPARED TO THE 1978 DESCRIPTION.
 AW6802'
 AW6802'HEIGHT OF LIGHT SHOWN WAS 1.30 METERS.
 AW6802
 AW6802                          STATION RECOVERY (1982)
 AW6802
 AW6802'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6802'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6802
 AW6802                          STATION RECOVERY (1982)
 AW6802
 AW6802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AW6802'THE STATION IS TO BE DESTROYED DUE TO ROAD CONSTRUCTION.  A NEW
 AW6802'STATION,---BRIDGE 2---, WAS SET AT THIS TIME.  THE STATION MARK AND
 AW6802'THE AZIMUTH MARK (LUIS USE) WAS FOUND IN GOOD CONDITION.
 AW6802
 AW6802                          STATION RECOVERY (1996)
 AW6802
 AW6802'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6802'MARK NOT FOUND.
 AW6802
 AW6802                          STATION RECOVERY (2004)
 AW6802
 AW6802'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6802'MARK NOT FOUND.
 AW6802
 AW6802                          STATION RECOVERY (2005)
 AW6802
 AW6802'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1365 ***********************************************************************
 DN1365  DESIGNATION -  BRIDGEPORT
 DN1365  PID         -  DN1365
 DN1365  STATE/COUNTY-  TX/WISE
 DN1365  USGS QUAD   -  BRIDGEPORT EAST (1978)
 DN1365
 DN1365                         *CURRENT SURVEY CONTROL
 DN1365  ___________________________________________________________________
 DN1365* NAD 83(1993)-  33 13 40.07464(N)    097 42 58.10688(W)     ADJUSTED  
 DN1365* NAVD 88     -       261.5    (meters)     858.     (feet)  VERTCON   
 DN1365  ___________________________________________________________________
 DN1365  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DN1365  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DN1365
 DN1365  HORZ ORDER  -  SECOND
 DN1365
 DN1365.The horizontal coordinates were established by classical geodetic methods
 DN1365.and adjusted by the National Geodetic Survey in February 1996..
 DN1365
 DN1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1365
 DN1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1365
 DN1365.The geoid height was determined by GEOID03.
 DN1365
 DN1365;                    North         East     Units Scale Factor Converg.
 DN1365;SPC TXNC     - 2,173,386.599   673,055.697   MT  0.99987733   +0 25 39.0
 DN1365;SPC TXNC     - 7,130,519.20  2,208,183.57   sFT  0.99987733   +0 25 39.0
 DN1365;UTM  14      - 3,677,275.679   619,627.663   MT  0.99977644   +0 42 13.0
 DN1365
 DN1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1365!SPC TXNC     -   0.99996329  x   0.99987733  =   0.99984062
 DN1365!UTM  14      -   0.99996329  x   0.99977644  =   0.99973973
 DN1365
 DN1365|---------------------------------------------------------------------|
 DN1365| PID    Reference Object                     Distance      Geod. Az  |
 DN1365|                                                           dddmmss.s |
 DN1365| CX9871 BRIDGEPORT RM 1                      29.398 METERS 04332     |
 DN1365| DN1359 DECATUR MUNICIPAL TANK              APPROX.12.0 KM 0860942.7 |
 DN1365| DN1355 DECATUR WISE CO CTHSE CUPOLA        APPROX.12.1 KM 0862814.7 |
 DN1365| DN1366 BRIDGEPORT MUNICIPAL TANK           APPROX. 3.6 KM 2445351.7 |
 DN1365| CX9870 BRIDGEPORT AZ MK                                   2470645.3 |
 DN1365| CX9872 BRIDGEPORT RM 2                      34.244 METERS 26509     |
 DN1365|---------------------------------------------------------------------|
 DN1365
 DN1365                          SUPERSEDED SURVEY CONTROL
 DN1365
 DN1365  NAD 83(1993)-  33 13 40.07537(N)    097 42 58.09907(W) AD(       ) 2
 DN1365  NAD 83(1986)-  33 13 40.07875(N)    097 42 58.09268(W) AD(       ) 2
 DN1365  NAD 27      -  33 13 39.66500(N)    097 42 56.97500(W) AD(       ) 2
 DN1365  NGVD 29 (07/26/91)  261.4    (m)          858.     (f) VERT ANG       
 DN1365
 DN1365.Superseded values are not recommended for survey control.
 DN1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1365.See file dsdata.txt to determine how the superseded data were derived.
 DN1365
 DN1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1962877276(NAD 83)
 DN1365_MARKER: DS = TRIANGULATION STATION DISK
 DN1365_SETTING: 0 = UNSPECIFIED SETTING
 DN1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1365
 DN1365  HISTORY     - Date     Condition        Report By
 DN1365  HISTORY     - 1946     MONUMENTED       CGS
 DN1365  HISTORY     - 1950     GOOD             CGS
 DN1365  HISTORY     - 1958     GOOD             CGS
 DN1365  HISTORY     - 1958     GOOD             USGS
 DN1365  HISTORY     - 1960     GOOD             CGS
 DN1365  HISTORY     - 1968     GOOD             CGS
 DN1365  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN1365
 DN1365                          STATION DESCRIPTION
 DN1365
 DN1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 DN1365'THE STATION IS LOCATED ABOUT 3 MILES NE OF THE TOWN OF BRIDGEPORT,
 DN1365'ABOUT 8 MILES E OF THE VILLAGE OF DECATUR, ON THE DIVIDE
 DN1365'ON THE S SIDE OF PAVED STATE HIGHWAY 24.  THE STATION IS
 DN1365'APPROXIMATELY 350 FEET E OF THE INTERSECTION OF THE PAVED
 DN1365'HIGHWAY AND A GRADED DIRT ROAD, 74 FEET S OF THE APPROXIMATE
 DN1365'CENTER LINE OF THE HIGHWAY, 70 FEET N OF THE APPROXIMATE
 DN1365'CENTER LINE OF THE GRADED DIRT ROAD, AND 4 FEET W OF A WITNESS
 DN1365'POST.
 DN1365'
 DN1365'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 DN1365'IN THE TOP OF CONCRETE POSTS.  THE STATION MARK IS STAMPED
 DN1365'BRIDGEPORT 1946 AND PROJECTS 2 INCHES.
 DN1365'
 DN1365'REFERENCE MARK 1 IS 96.45 FEET NE OF THE STATION, 37 FEET
 DN1365'S OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY 24, AND
 DN1365'1 FOOT N OF AN E-W FENCE LINE.  IT IS A BRONZE REFERENCE
 DN1365'DISK, STAMPED BRIDGEPORT NO 1 1946, AND SET IN THE TOP OF
 DN1365'A CONCRETE POST PROJECTING 2 INCHES.
 DN1365'
 DN1365'REFERENCE MARK 2 IS 112.35 FEET W OF THE STATION, 38 FEET
 DN1365'W OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY 24, 63
 DN1365'FEET E OF A 12-INCH TREE WHICH IS IN A FENCE CORNER, AND
 DN1365'1 FOOT N OF AN E-W FENCE LINE.  IT IS A BRONZE REFERENCE
 DN1365'DISK, STAMPED BRIDGEPORT NO 2 1946, AND IS SET IN THE TOP
 DN1365'OF A CONCRETE POST PROJECTING 2 INCHES.
 DN1365'
 DN1365'THE AZIMUTH MARK IS LOCATED 0.5 MILE W OF THE STATION, ON
 DN1365'THE S SIDE OF STATE HIGHWAY 24.  IT IS 50 FEET S OF THE
 DN1365'APPROXIMATE CENTER LINE OF THE HIGHWAY AND 40 FEET E OF
 DN1365'THE APPROXIMATE CENTER LINE OF A DIRT LANE LEADING TO A
 DN1365'FARMHOUSE.  THE MARK IS 15 FEET S OF A FENCE CORNER, 15.5
 DN1365'FEET NE OF A 30-INCH TREE, AND 6 FEET N OF A WITNESS POST.
 DN1365'IT IS A BRONZE AZIMUTH DISK, STAMPED BRIDGEPORT 1946, AND
 DN1365'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DN1365'
 DN1365'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON STATE
 DN1365'HIGHWAY 24 0.5 MILE, TO A DIRT LANE ON THE LEFT, AND THE
 DN1365'MARK AS DESCRIBED.
 DN1365'
 DN1365'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 DN1365'114 AND STATE HIGHWAY 24 IN BRIDGEPORT, GO E AND N ON STATE
 DN1365'HIGHWAY 24 TOWARD DECATUR, 2.9 MILES TO THE TOP OF THE DIVIDE,
 DN1365'AND THE STATION ON THE RIGHT AS DESCRIBED.
 DN1365'
 DN1365'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 DN1365
 DN1365                          STATION RECOVERY (1950)
 DN1365
 DN1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DN1365'THIS STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS
 DN1365'DESCRIBED.  R.M. 2 IS 38 FEET S OF THE CENTER LINE OF THE
 DN1365'HIGHWAY RATHER THAN 38 FEET W OF THE APPROXIMATE CENTER
 DN1365'LINE OF STATE HIGHWAY 24 AS DESCRIBED.
 DN1365
 DN1365                          STATION RECOVERY (1958)
 DN1365
 DN1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DN1365'STATION RECOVERED IN GOOD CONDITION.
 DN1365'
 DN1365'REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK FOUND IN GOOD
 DN1365'CONDITION.
 DN1365
 DN1365                          STATION RECOVERY (1958)
 DN1365
 DN1365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1365'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-3, STATION 1019.
 DN1365'
 DN1365'RECOVERED BY USGS IN 1958.
 DN1365'
 DN1365'RECOVERED BY NGS IN 1960.
 DN1365'
 DN1365'STATION MARK--A USC AND GS BRONZE STATION DISK STAMPED---BRIDGEPORT
 DN1365'1946---, SET IN A CONCRETE POST WHICH PROJECTS 2 IN.
 DN1365
 DN1365                          STATION RECOVERY (1960)
 DN1365
 DN1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWY)
 DN1365'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1365'
 DN1365'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1365
 DN1365                          STATION RECOVERY (1968)
 DN1365
 DN1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WH)
 DN1365'STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK ALL RECOVERED AS
 DN1365'DESCRIBED.  REFERENCE MARK NO. 2 SEARCHED FOR BUT NOT FOUND.
 DN1365
 DN1365                          STATION RECOVERY (1997)
 DN1365
 DN1365'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1366 ***********************************************************************
 DN1366  DESIGNATION -  BRIDGEPORT MUNICIPAL TANK
 DN1366  PID         -  DN1366
 DN1366  STATE/COUNTY-  TX/WISE
 DN1366  USGS QUAD   -  BRIDGEPORT WEST (1978)
 DN1366
 DN1366                         *CURRENT SURVEY CONTROL
 DN1366  ___________________________________________________________________
 DN1366* NAD 83(1993)-  33 12 50.97380(N)    097 45 02.74903(W)     ADJUSTED  
 DN1366* NAVD 88     -                                                        
 DN1366  ___________________________________________________________________
 DN1366  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DN1366  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DN1366
 DN1366  HORZ ORDER  -  THIRD
 DN1366
 DN1366.The horizontal coordinates were established by classical geodetic methods
 DN1366.and adjusted by the National Geodetic Survey in February 1996..
 DN1366
 DN1366
 DN1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1366
 DN1366.The geoid height was determined by GEOID03.
 DN1366
 DN1366;                    North         East     Units Scale Factor Converg.
 DN1366;SPC TXNC     - 2,171,850.585   669,839.692   MT  0.99987663   +0 24 31.1
 DN1366;SPC TXNC     - 7,125,479.79  2,197,632.39   sFT  0.99987663   +0 24 31.1
 DN1366;UTM  14      - 3,675,724.359   616,419.430   MT  0.99976710   +0 41 03.7
 DN1366
 DN1366                          SUPERSEDED SURVEY CONTROL
 DN1366
 DN1366  NAD 83(1993)-  33 12 50.97461(N)    097 45 02.74097(W) AD(       ) 4
 DN1366  NAD 83(1986)-  33 12 50.97753(N)    097 45 02.73481(W) AD(       ) 4
 DN1366  NAD 27      -  33 12 50.56100(N)    097 45 01.61900(W) AD(       ) 3
 DN1366
 DN1366.Superseded values are not recommended for survey control.
 DN1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1366.See file dsdata.txt to determine how the superseded data were derived.
 DN1366
 DN1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1641975724(NAD 83)
 DN1366_MARKER: 53 = ELEVATED TANK
 DN1366
 DN1366  HISTORY     - Date     Condition        Report By
 DN1366  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1366  HISTORY     - 1940     GOOD             TSI
 DN1366  HISTORY     - 1946     GOOD             CGS
 DN1366  HISTORY     - 1950     GOOD             CGS
 DN1366  HISTORY     - 1957     GOOD             CGS
 DN1366  HISTORY     - 1960     GOOD             CGS
 DN1366  HISTORY     - 19970927 GOOD             USPSQD
 DN1366
 DN1366                          STATION DESCRIPTION
 DN1366
 DN1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1366'STATION IS THE CENTER OF THE BRIDGEPORT MUNICIPAL WATER
 DN1366'TANK, WHICH IS LOCATED AT THE NE EDGE OF BRIDGEPORT, 0.2
 DN1366'MILE N OF POINT WHERE TEXAS HIGHWAY 24 TURNS W TO THE MAIN
 DN1366'PART OF TOWN, DIRECTLY ACROSS ROAD FROM BAPTIST TABERNACLE,
 DN1366'IN AN OAK GROVE, 100 FEET E OF TEXAS HIGHWAY 24.
 DN1366'
 DN1366'THE TANK IS PAINTED SILVER WITH NAME OF BRIDGEPORT IN BLACK.
 DN1366'IT IS 130 FEET HIGH, IS SUPPORTED BY FOUR LEGS EACH OF WHICH
 DN1366'IS FORMED BY TWO CHANNELS, A PLATE, AND LACING, AND HAS
 DN1366'3-FOOT METAL FEED PIPE.  THE TANK WAS BUILT IN 1934.  IT
 DN1366'IS VISIBLE FROM THE GROUND AT STATION VOLE.
 DN1366
 DN1366                          STATION RECOVERY (1940)
 DN1366
 DN1366'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 DN1366'RECOVERED BY EDGAR TOBIN AERIAL SURVEYS.
 DN1366'
 DN1366'ORIGINAL DESCRIPTION SATISFACTORY.
 DN1366
 DN1366                          STATION RECOVERY (1946)
 DN1366
 DN1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCP)
 DN1366'TANK IS LOCATED ON THE NE SIDE OF THE TOWN OF BRIDGEPORT,
 DN1366'ON THE E SIDE OF STATE HIGHWAY 24.  IT IS ABOUT 150 FEET
 DN1366'E OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY.  THE TANK
 DN1366'IS OF STEEL CONSTRUCTION, ABOUT 150 FEET HIGH, WITH A BASE
 DN1366'ABOUT 30 FEET SQUARE.  THE POINT INTERSECTED WAS THE BALL
 DN1366'AT THE APEX OF THE ROOF OF THE TANK.
 DN1366'
 DN1366'TO REACH THE TANK FROM THE INTERSECTION OF STATE HIGHWAYS
 DN1366'24 AND 114 IN THE TOWN OF BRIDGEPORT, GO E AND N ON HIGHWAY
 DN1366'24 FOR ABOUT 0.5 MILE, TO THE TANK ON THE RIGHT AS DESCRIBED.
 DN1366
 DN1366                          STATION RECOVERY (1950)
 DN1366
 DN1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DN1366'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 DN1366'AS DESCRIBED.
 DN1366
 DN1366                          STATION RECOVERY (1957)
 DN1366
 DN1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 DN1366'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY J.C.P.,
 DN1366'1946.  DESCRIPTION ADEQUATE AND COMPLETE.
 DN1366
 DN1366                          STATION RECOVERY (1960)
 DN1366
 DN1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWY)
 DN1366'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1366'
 DN1366'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1366
 DN1366                          STATION RECOVERY (1997)
 DN1366
 DN1366'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1418 ***********************************************************************
 DN1418  SACS        -  This is a Secondary Airport Control Station.
 DN1418  DESIGNATION -  BRIDPORT
 DN1418  PID         -  DN1418
 DN1418  STATE/COUNTY-  TX/WISE
 DN1418  USGS QUAD   -  BRIDGEPORT WEST (1978)
 DN1418
 DN1418                         *CURRENT SURVEY CONTROL
 DN1418  ___________________________________________________________________
 DN1418* NAD 83(1993)-  33 10 31.56419(N)    097 49 43.57026(W)     ADJUSTED  
 DN1418* NAVD 88     -       252.37   (meters)     828.0    (feet)  GPS OBS   
 DN1418  ___________________________________________________________________
 DN1418  X           -    -727,928.000 (meters)                     COMP
 DN1418  Y           -  -5,294,232.025 (meters)                     COMP
 DN1418  Z           -   3,470,383.009 (meters)                     COMP
 DN1418  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DN1418  ELLIP HEIGHT-         224.45  (meters)          (03/15/01) GPS OBS
 DN1418  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DN1418
 DN1418  HORZ ORDER  -  FIRST
 DN1418  ELLP ORDER  -  FIFTH     CLASS I
 DN1418
 DN1418.This mark is at Bridgeport Muni (1F9) Airport (1F9)
 DN1418
 DN1418.The horizontal coordinates were established by GPS observations
 DN1418.and adjusted by the National Geodetic Survey in November 1996..
 DN1418
 DN1418.The orthometric height was determined by GPS observations and a
 DN1418.high-resolution geoid model.
 DN1418
 DN1418.GPS derived orthometric heights for airport stations designated as
 DN1418.PACS or SACS are published to 2 decimal places.  This maintains
 DN1418.centimeter relative accuracy between the PACS and SACS.  It does
 DN1418.not indicate centimeter accuracy relative to other marks which are
 DN1418.part of the NAVD 88 network.
 DN1418
 DN1418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1418
 DN1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1418
 DN1418.The ellipsoidal height was determined by GPS observations
 DN1418.and is referenced to NAD 83.
 DN1418
 DN1418.The geoid height was determined by GEOID03.
 DN1418
 DN1418;                    North         East     Units Scale Factor Converg.
 DN1418;SPC TXNC     - 2,167,507.150   662,595.955   MT  0.99987495   +0 21 57.9
 DN1418;SPC TXNC     - 7,111,229.71  2,173,866.90   sFT  0.99987495   +0 21 57.9
 DN1418;UTM  14      - 3,671,346.688   609,197.504   MT  0.99974702   +0 38 27.5
 DN1418
 DN1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1418!SPC TXNC     -   0.99996476  x   0.99987495  =   0.99983972
 DN1418!UTM  14      -   0.99996476  x   0.99974702  =   0.99971179
 DN1418
 DN1418:                Primary Azimuth Mark                     Grid Az
 DN1418:SPC TXNC     -  BRIDPORT AZ MK                           359 18 48.8
 DN1418:UTM  14      -  BRIDPORT AZ MK                           359 02 19.2
 DN1418
 DN1418|---------------------------------------------------------------------|
 DN1418| PID    Reference Object                     Distance      Geod. Az  |
 DN1418|                                                           dddmmss.s |
 DN1418| DN1429 BRIDPORT AZ MK                      427.996 METERS 3594046.7 |
 DN1418|---------------------------------------------------------------------|
 DN1418
 DN1418                          SUPERSEDED SURVEY CONTROL
 DN1418
 DN1418  ELLIP H (11/18/96)  224.50   (m)                       GP(       ) 5 1
 DN1418  NAD 83(1993)-  33 10 31.56213(N)    097 49 43.56759(W) AD(       ) 3
 DN1418  ELLIP H (02/16/96)  224.50   (m)                       GP(       ) 5 1
 DN1418  NAD 83(1993)-  33 10 31.56588(N)    097 49 43.56094(W) AD(       ) 3
 DN1418  NAD 83(1986)-  33 10 31.56676(N)    097 49 43.55492(W) AD(       ) 3
 DN1418  NAD 27      -  33 10 31.15193(N)    097 49 42.44218(W) AD(       ) 3
 DN1418  NGVD 29 (12/08/88)  252.2    (m)          827.     (f) GPS OBS        
 DN1418
 DN1418.Superseded values are not recommended for survey control.
 DN1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1418.See file dsdata.txt to determine how the superseded data were derived.
 DN1418
 DN1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0919871347(NAD 83)
 DN1418_MARKER: I = METAL ROD
 DN1418_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1418_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1418_STAMPING: BRIDPORT 1987
 DN1418_MARK LOGO: NGS   
 DN1418_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1418+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 DN1418
 DN1418  HISTORY     - Date     Condition        Report By
 DN1418  HISTORY     - 1987     MONUMENTED       NGS
 DN1418  HISTORY     - 1988     GOOD             NGS
 DN1418  HISTORY     - 19941226 GOOD             NGS
 DN1418  HISTORY     - 19970927 GOOD             USPSQD
 DN1418  HISTORY     - 20010810 GOOD             INDIV
 DN1418  HISTORY     - 20050212 GOOD             JCLS
 DN1418
 DN1418                          STATION DESCRIPTION
 DN1418
 DN1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1418'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHWEST OF BRIDGEPORT,
 DN1418'AT THE BRIDGEPORT MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF BRIDGEPORT,
 DN1418'812 HALSELL STREET, BRIDGEPORT, TX 76026.  TELEPHONE
 DN1418'NUMBER817-683-5906.
 DN1418'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 380 AND STATE
 DN1418'HIGHWAY 101 AND 114 IN BRIDGEPORT.  GO SOUTHWEST ON U.S. HIGHWAY 380
 DN1418'FOR 6.1 KM (3.80 MI) TO FARM ROAD 1820 ON THE RIGHT.  CONTINUE
 DN1418'SOUTHWEST ON U.S. HIGHWAY 380 FOR 1.4 KM (0.85 MI) TO A GRAVEL
 DN1418'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST FOR
 DN1418'0.1 KM (0.05 MI) TO THE AIRPORT OFFICE ON THE LEFT.  GO SOUTHEAST
 DN1418'FROM THE OFFICE, ACROSS THE APRON, FOR 0.2 KM (0.10 MI) TO A
 DN1418'TAXIWAYLEADING NORTH AND THE STATION.
 DN1418'THE STATION IS ON THE EAST SIDE OF THE TAXIWAY LEADING NORTH AND ON
 DN1418'THE NORTH SIDE OF THE CROSSOVER LEADING EAST TO THE RUNWAY. IT IS
 DN1418'33.8 M (110.9 FT) WEST OF THE CENTERLINE OF THE RUNWAY, 25.9 M
 DN1418'(85.0 FT) EAST OF THE CENTERLINE OF THE TAXIWAY, 14.3 M (46.9 FT)
 DN1418'NORTH OF THE CROSSOVER CENTERLINE, AND 0.3 M (1.0 FT) WEST OF
 DN1418'AWITNESS POST.
 DN1418'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1418'DESCRIBED BY B.L.L.
 DN1418
 DN1418                          STATION RECOVERY (1988)
 DN1418
 DN1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DN1418'THE STATION WAS RECOVERED ON THIS DATE
 DN1418'AS DESCRIBED IN 1988.
 DN1418'
 DN1418'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DN1418'
 DN1418'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DN1418'
 DN1418'DESCRIBED BY D.A. BOWLING.
 DN1418
 DN1418                          STATION RECOVERY (1994)
 DN1418
 DN1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN1418'THE STATION IS LOCATED ABOUT 27.0 MI (43.5 KM) EAST OF JACKSBORO, 11.0
 DN1418'MI (17.7 KM) WEST OF DECATUR, 3.75 MI (6.03 KM) SOUTHWEST OF
 DN1418'BRIDGEPORT AND AT THE BRIDGEPORT MUNICIPAL AIRPORT.  OWNERSHIP---CITY
 DN1418'OF BRIDGEPORT, 812 HALSELL STREET, BRIDGEPORT, TX 76026.  AIRPORT
 DN1418'MANAGER IS BEN TOLLE, PHONE (817) 683-2087 OR (817) 683-3285.  TO
 DN1418'REACH THE STATION FROM THE JUCTION OF US HIGHWAY 380 AND STATE
 DN1418'HIGHWAYS 101 AND 114 IN BRIDGEPORT, GO SOUTHWEST ON US HIGHWAY 380 FOR
 DN1418'3.8 MI (6.1 KM) TO FARM ROAD 1820 ON THE RIGHT.  CONTINUE AHEAD
 DN1418'SOUTHWEST ON US HIGHWAY 380 FOR 0.85 MI (1.37 KM) TO A GRAVEL AIRPORT
 DN1418'ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.5 MI (0.8
 DN1418'KM) TO THE AIRPORT OFFICE ON THE LEFT.  GO SOUTHEAST FROM THE OFFICE,
 DN1418'ACROSS THE APRON, FOR 0.1 MI (0.2 KM) TO A TAXIWAY LEADING NORTH AND
 DN1418'THE STATION.  THE STATION IS ON THE EAST SIDE OF THE TAXIWAY LEADING
 DN1418'NORTH AND ON THE NORTH SIDE OF THE CROSSOVER LEADING EAST TO THE
 DN1418'RUNWAY.  THE STATION IS 110.9 FT (33.8 M) WEST OF THE CENTERLINE OF
 DN1418'THE RUNWAY, 85.0 FT (25.9 M) EAST OF THE CENTERLINE OF THE TAXIWAY,
 DN1418'46.9 FT (14.3 M) NORTH OF THE CROSSOVER CENTERLINE AND 1.0 FT (0.3 M)
 DN1418'WEST OF A WITNESS POST.TATION IS A PUNCH MARK IN THE TOP OF A
 DN1418'STAINLESS STEEL ROD DRIVEN INTO THE GROUND 1.4 M (4.6 FT) AND INSIDE A
 DN1418'1-INCH PVC PIPE THAT IS 3 FT (0.9 M) LONG FILLED WITH GREASE THAT IS
 DN1418'ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP STAMPED ---MINERPORT AZ
 DN1418'MK 1988---, THE ROD IS RECESSED 5 CM BELOW THE GROUND SURFACE.
 DN1418'LOCATED 43.2 FT (13.2 M) NORTHWEST FROM THE RAMP CENTER, 41.3 FT (12.6
 DN1418'M) SOUTHWEST FROM THE TAXIWAY CENTER, 10.0 FT (3.0 M) WEST FROM THE
 DN1418'CURVED PAVEMENT EDGE AND 2.5 FT (0.8 M) NORTHEAST OF A FIBERGLASS
 DN1418'WITNESS POST.
 DN1418
 DN1418                          STATION RECOVERY (1997)
 DN1418
 DN1418'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1418'RECOVERED IN GOOD CONDITION.
 DN1418
 DN1418                          STATION RECOVERY (2001)
 DN1418
 DN1418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TH)
 DN1418'RECOVERED IN GOOD CONDITION.
 DN1418
 DN1418                          STATION RECOVERY (2005)
 DN1418
 DN1418'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 DN1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1429 ***********************************************************************
 DN1429  SACS        -  This is a Secondary Airport Control Station.
 DN1429  DESIGNATION -  BRIDPORT AZ MK
 DN1429  PID         -  DN1429
 DN1429  STATE/COUNTY-  TX/WISE
 DN1429  USGS QUAD   -  BRIDGEPORT WEST (1978)
 DN1429
 DN1429                         *CURRENT SURVEY CONTROL
 DN1429  ___________________________________________________________________
 DN1429* NAD 83(1993)-  33 10 45.45650(N)    097 49 43.66263(W)     ADJUSTED  
 DN1429* NAVD 88     -       247.65   (meters)     812.5    (feet)  GPS OBS   
 DN1429  ___________________________________________________________________
 DN1429  X           -    -727,897.932 (meters)                     COMP
 DN1429  Y           -  -5,293,995.767 (meters)                     COMP
 DN1429  Z           -   3,470,738.668 (meters)                     COMP
 DN1429  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DN1429  ELLIP HEIGHT-         219.75  (meters)          (03/15/01) GPS OBS
 DN1429  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DN1429
 DN1429  HORZ ORDER  -  FIRST
 DN1429  ELLP ORDER  -  FIFTH     CLASS I
 DN1429
 DN1429.This mark is at Bridgeport Muni (1F9) Airport (1F9)
 DN1429
 DN1429.The horizontal coordinates were established by GPS observations
 DN1429.and adjusted by the National Geodetic Survey in November 1996..
 DN1429
 DN1429.The orthometric height was determined by GPS observations and a
 DN1429.high-resolution geoid model.
 DN1429
 DN1429.GPS derived orthometric heights for airport stations designated as
 DN1429.PACS or SACS are published to 2 decimal places.  This maintains
 DN1429.centimeter relative accuracy between the PACS and SACS.  It does
 DN1429.not indicate centimeter accuracy relative to other marks which are
 DN1429.part of the NAVD 88 network.
 DN1429
 DN1429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1429
 DN1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1429
 DN1429.The ellipsoidal height was determined by GPS observations
 DN1429.and is referenced to NAD 83.
 DN1429
 DN1429.The geoid height was determined by GEOID03.
 DN1429
 DN1429;                    North         East     Units Scale Factor Converg.
 DN1429;SPC TXNC     - 2,167,935.063   662,590.828   MT  0.99987509   +0 21 57.9
 DN1429;SPC TXNC     - 7,112,633.62  2,173,850.07   sFT  0.99987509   +0 21 57.9
 DN1429;UTM  14      - 3,671,774.516   609,190.325   MT  0.99974700   +0 38 27.7
 DN1429
 DN1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1429!SPC TXNC     -   0.99996550  x   0.99987509  =   0.99984060
 DN1429!UTM  14      -   0.99996550  x   0.99974700  =   0.99971251
 DN1429
 DN1429:                Primary Azimuth Mark                     Grid Az
 DN1429:SPC TXNC     -  BRIDPORT                                 179 18 48.8
 DN1429:UTM  14      -  BRIDPORT                                 179 02 19.0
 DN1429
 DN1429|---------------------------------------------------------------------|
 DN1429| PID    Reference Object                     Distance      Geod. Az  |
 DN1429|                                                           dddmmss.s |
 DN1429| DN1418 BRIDPORT                            427.996 METERS 1794046.7 |
 DN1429| AB2811 IF9 A                               312.966 METERS 34550     |
 DN1429|---------------------------------------------------------------------|
 DN1429
 DN1429                          SUPERSEDED SURVEY CONTROL
 DN1429
 DN1429  ELLIP H (11/18/96)  219.80   (m)                       GP(       ) 5 1
 DN1429  NAD 83(1993)-  33 10 45.45460(N)    097 49 43.66012(W) AD(       ) 3
 DN1429  ELLIP H (02/16/96)  219.79   (m)                       GP(       ) 5 1
 DN1429  NAD 83(1993)-  33 10 45.45835(N)    097 49 43.65347(W) AD(       ) 3
 DN1429  NAD 83(1986)-  33 10 45.45924(N)    097 49 43.64745(W) AD(       ) 3
 DN1429  NAD 27      -  33 10 45.04475(N)    097 49 42.53464(W) AD(       ) 3
 DN1429  NGVD 29 (12/08/88)  247.4    (m)          812.     (f) GPS OBS        
 DN1429
 DN1429.Superseded values are not recommended for survey control.
 DN1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1429.See file dsdata.txt to determine how the superseded data were derived.
 DN1429
 DN1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0919071775(NAD 83)
 DN1429_MARKER: I = METAL ROD
 DN1429_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1429_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1429_STAMPING: BRIDPORT AZ MK 1987
 DN1429_MARK LOGO: NGS   
 DN1429_PROJECTION: FLUSH
 DN1429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1429+SATELLITE: SATELLITE OBSERVATIONS - December 26, 1994
 DN1429_ROD/PIPE-DEPTH: 2.75 meters
 DN1429_SLEEVE-DEPTH  : 0.8 meters
 DN1429
 DN1429  HISTORY     - Date     Condition        Report By
 DN1429  HISTORY     - 1987     MONUMENTED       NGS
 DN1429  HISTORY     - 19880321 GOOD
 DN1429  HISTORY     - 19941226 GOOD             NGS
 DN1429  HISTORY     - 19970927 GOOD             USPSQD
 DN1429
 DN1429                          STATION DESCRIPTION
 DN1429
 DN1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1429'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHWEST OF BRIDGEPORT,
 DN1429'AT THE BRIDGEPORT MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF BRIDGEPORT,
 DN1429'812 HALSELL STREET, BRIDGEPORT, TX 76026.  TELEPHONE
 DN1429'NUMBER817-683-5906.
 DN1429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 380 AND STATE
 DN1429'HIGHWAY 101 AND 114 IN BRIDGEPORT.  GO SOUTHWEST ON U.S. HIGHWAY 380
 DN1429'FOR 6.1 KM (3.80 MI) TO FARM ROAD 1820 ON THE RIGHT.  CONTINUE
 DN1429'SOUTHWEST ON U.S. HIGHWAY 380 FOR 1.4 KM (0.85 MI) TO A GRAVEL
 DN1429'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST FOR
 DN1429'0.1 KM (0.05 MI) TO THE AIRPORT OFFICE ON THE LEFT.  GO SOUTHEAST
 DN1429'FROM THE OFFICE, ACROSS THE APRON, FOR 0.2 KM (0.10 MI) TO A TAXIWAY
 DN1429'LEADING NORTH. GO NORTH ON THE TAXIWAY FOR 0.4 KM (0.25 MI) TO
 DN1429'THEMARK ON THE RIGHT, ON THE SOUTH SIDE OF THE TAXIWAY-RUNWAY
 DN1429'CONNECTOR.
 DN1429'THE MARK IS SET 46.1 M (151.2 FT) WEST OF THE CENTERLINE OF THE
 DN1429'RUNWAY, 14.6 M (47.9 FT) EAST OF THE CENTERLINE OF THE TAXIWAY, 15.5
 DN1429'M (50.9 FT) SOUTH OF THE CENTERLINE OF THE RUNWAY-TAXIWAY CONNECTOR,
 DN1429'11.7 M (38.4 FT) SOUTHWEST OF THE CENTER OF THE SOUTH END OF SOMEPIPE
 DN1429'CULVERTS, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 DN1429'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1429'DESCRIBED BY V.L.F.
 DN1429
 DN1429                          STATION RECOVERY (1988)
 DN1429
 DN1429'RECOVERED 1988
 DN1429'RECOVERED IN GOOD CONDITION.
 DN1429
 DN1429                          STATION RECOVERY (1994)
 DN1429
 DN1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN1429'THE STATION IS LOCATED ABOUT 27.0 MI (43.5 KM) EAST OF JACKSBORO, 11.0
 DN1429'MI (17.7 KM) WEST OF DECATUR, 3.75 MI (6.03 KM) SOUTHWEST OF
 DN1429'BRIDGEPORT AND AT THE BRIDGEPORT MUNICIPAL AIRPORT.  OWNERSHIP---CITY
 DN1429'OF BRIDGEPORT, 812 HALSELL STREET, BRIDGEPORT, TX 76026.  AIRPORT
 DN1429'MANAGER IS BEN TOLLE, PHONE (817) 683-2087 OR (817) 683-3285.  TO
 DN1429'REACH THE STATION FROM THE JUCTION OF US HIGHWAY 380 AND STATE
 DN1429'HIGHWAYS 101 AND 114 IN BRIDGEPORT, GO SOUTHWEST ON US HIGHWAY 380 FOR
 DN1429'3.8 MI (6.1 KM) TO FARM ROAD 1820 ON THE RIGHT.  CONTINUE AHEAD
 DN1429'SOUTHWEST ON US HIGHWAY 380 FOR 0.85 MI (1.37 KM) TO A GRAVEL AIRPORT
 DN1429'ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.5 MI (0.8
 DN1429'KM) TO THE AIRPORT OFFICE ON THE LEFT.  GO SOUTHEAST FROM THE OFFICE,
 DN1429'ACROSS THE APRON, FOR 0.1 MI (0.2 KM) TO A TAXIWAY LEADING NORTH.  GO
 DN1429'NORTH ON THE TAXIWAY FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT
 DN1429'(ON THE SOUTH SIDE OF THE TAXIWAY-RUNWAY CONNECTOR) . THE STATION IS
 DN1429'151.2 FT (46.1 M) WEST OF THE CENTERLINE OF THE RUNWAY, 47.9 FT (14.6
 DN1429'M) EAST OF THE CENTERLINE OF THE TAXIWAY, 50.9 FT (15.5 M) SOUTH OF
 DN1429'THE CENTERLINE OF THE RUNWAY-TAXIWAY CONNECTOR, 38.4 FT (11.7 M)
 DN1429'SOUTHWEST OF THE CENTER OF THE SOUTH END OF SOME PIPE CULVERTS AND 1.0
 DN1429'FT (0.3 M) WEST OF A WITNESS POST.  NOTE--THIS STATION WAS SELECTED AS
 DN1429'A SACS.
 DN1429
 DN1429                          STATION RECOVERY (1997)
 DN1429
 DN1429'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0690 ***********************************************************************
 DO0690  DESIGNATION -  BRIDWELL
 DO0690  PID         -  DO0690
 DO0690  STATE/COUNTY-  TX/CLAY
 DO0690  USGS QUAD   -  SCOTLAND (1981)
 DO0690
 DO0690                         *CURRENT SURVEY CONTROL
 DO0690  ___________________________________________________________________
 DO0690* NAD 83(1993)-  33 40 13.23117(N)    098 23 44.71605(W)     ADJUSTED  
 DO0690* NAVD 88     -       296.3    (meters)     972.     (feet)  VERTCON   
 DO0690  ___________________________________________________________________
 DO0690  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 DO0690  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DO0690
 DO0690  HORZ ORDER  -  FIRST
 DO0690
 DO0690.The horizontal coordinates were established by classical geodetic methods
 DO0690.and adjusted by the National Geodetic Survey in February 1996..
 DO0690
 DO0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0690
 DO0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0690
 DO0690.The geoid height was determined by GEOID03.
 DO0690
 DO0690;                    North         East     Units Scale Factor Converg.
 DO0690;SPC TXNC     - 2,222,197.482   609,667.075   MT  0.99993079   +0 03 24.7
 DO0690;SPC TXNC     - 7,290,659.57  2,000,216.06   sFT  0.99993079   +0 03 24.7
 DO0690;UTM  14      - 3,725,768.893   556,015.800   MT  0.99963868   +0 20 06.0
 DO0690
 DO0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0690!SPC TXNC     -   0.99995786  x   0.99993079  =   0.99988865
 DO0690!UTM  14      -   0.99995786  x   0.99963868  =   0.99959655
 DO0690
 DO0690|---------------------------------------------------------------------|
 DO0690| PID    Reference Object                     Distance      Geod. Az  |
 DO0690|                                                           dddmmss.s |
 DO0690| CX7657 BRIDWELL RM 1                        38.638 METERS 03800     |
 DO0690| DO0694 BRIDWELL 1966 RM 2                  APPROX. 0.7 KM 1782547.9 |
 DO0690| CX7658 BRIDWELL RM 3                        23.599 METERS 19430     |
 DO0690| DO0686 WINDTHORST CATH CH SPIRE            APPROX.11.3 KM 2010253.0 |
 DO0690|---------------------------------------------------------------------|
 DO0690
 DO0690                          SUPERSEDED SURVEY CONTROL
 DO0690
 DO0690  NAD 83(1993)-  33 40 13.23136(N)    098 23 44.71543(W) AD(       ) 1
 DO0690  NAD 83(1986)-  33 40 13.23371(N)    098 23 44.70249(W) AD(       ) 1
 DO0690  NAD 27      -  33 40 12.86248(N)    098 23 43.52112(W) AD(       ) 1
 DO0690  NGVD 29 (07/19/86)  296.2    (m)          972.     (f) VERT ANG       
 DO0690
 DO0690.Superseded values are not recommended for survey control.
 DO0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0690.See file dsdata.txt to determine how the superseded data were derived.
 DO0690
 DO0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5601625769(NAD 83)
 DO0690_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0690
 DO0690  HISTORY     - Date     Condition        Report By
 DO0690  HISTORY     - 1966     MONUMENTED       CGS
 DO0690  HISTORY     - 1975     SEE DESCRIPTION  NGS
 DO0690  HISTORY     - 1978     GOOD             NGS
 DO0690
 DO0690                          STATION DESCRIPTION
 DO0690
 DO0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0690'THIS STATION NOT OCCUPIED.
 DO0690'
 DO0690'THE STATION IS ABOUT 7 MILES NORTH-NORTHEAST OF WINDTHORST AND
 DO0690'4-1/2 MILES EAST-NORTHEAST OF SCOTLAND, ON PROPERTY OF THE
 DO0690'BRIDWELL RANCH.
 DO0690'
 DO0690'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 281
 DO0690'AND FARM ROAD 172 IN SCOTLAND, GO EAST ON FARM ROAD 172 FOR 4.5
 DO0690'MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON DIRT ROAD FOR
 DO0690'0.4 MILE TO A RANCH HOUSE AND THE STATION ON THE LEFT.
 DO0690'
 DO0690'STATION MARK IS A STANDARD DISK, STAMPED BRIDWELL 1965, SET IN
 DO0690'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0690'FLUSH WITH THE GROUND.  IT IS 50 PACES SOUTHWEST OF A WINDMILL
 DO0690'AND 12 FEET NORTHEAST OF A WIRE FENCE.  (NOTE 1B 7A)
 DO0690'
 DO0690'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRIDWELL NO 1 1965,
 DO0690'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0690'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  (NOTE 11B)
 DO0690'
 DO0690'ET 9 USGS IS A BRONZE DISK, STAMPED ET 9 WXW 1962, SET IN
 DO0690'THE TOP OF A 6 INCH SQUARE CONCRETE POST, THAT PROJECTS 6 INCHES
 DO0690'ABOVE THE GROUND.  (DESC.)
 DO0690'
 DO0690'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRIDWELL 1965, SET IN
 DO0690'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0690'PROJECTS 6 INCHES ABOVE THE GROUND.  TO REACH THE AZIMUTH MARK
 DO0690'FROM THE STATION, GO SOUTH ON DIRT ROAD FOR 0.45 MILE TO A
 DO0690'CATTLE GUARD AND THE MARK ON THE LEFT.  (NOTE 16B)
 DO0690'
 DO0690'THE ABOVE INFORMATION FURNISHED BY RECONNAISSANCE PARTY AND
 DO0690'BUILDING FOREMAN.
 DO0690
 DO0690                          STATION RECOVERY (1975)
 DO0690
 DO0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0690'NO MEASUREMENT BETWEEN RM 1 AND USGS MARKS DUE TO FENCELINE ON
 DO0690'LINE.
 DO0690'
 DO0690'THE STATION MARK, REFERENCE MARK 1 AND THE USGS MARK WERE
 DO0690'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 DO0690'FOUND DESTROYED.  A NEW REFERENCE MARK 2 WAS ESTABLISHED.  THE
 DO0690'STATION WAS NOT OCCUPIED PREVIOUSLY HENCE NO DISTANCE OR
 DO0690'DIRECTIONS WERE OBSERVED IN 1965.  THE STATION WAS INTERSECTED IN
 DO0690'1966.  A COMPLETE DESCRIPTION FOLLOWS.
 DO0690'
 DO0690'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF
 DO0690'WINDTHORST, 4 MILES EAST-NORTHEAST OF SCOTLAND AND ON LAND OF THE
 DO0690'BRIDWELL RANCH, MR. J.S. BRIDWELL, WICHITA FALLS, TELEPHONE
 DO0690'NUMBER 723-4552.
 DO0690'
 DO0690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 DO0690'AND FARM ROAD 172 IN SCOTLAND, GO EAST ON FARM ROAD 172 FOR 4.7
 DO0690'MILES TO A CROSSROAD AND REFERENCE MARK 2 ON THE RIGHT.  TURN
 DO0690'LEFT AND GO NORTH ON A BLADED ROAD FOR 0.4 MILE TO A RANCH HOUSE
 DO0690'ON THE RIGHT AND THE STATION ON THE LEFT.
 DO0690'
 DO0690'STATION MARKS ARE STANDARD DISKS STAMPED BRIDWELL 1965.  THE
 DO0690'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0690'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 30 FEET
 DO0690'SOUTH OF THE CENTER OF A METAL GATE, 11 FEET NORTH-NORTHEAST OF
 DO0690'A METAL WITNESS POST AND 6 FEET EAST OF A FENCELINE.  THE
 DO0690'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DO0690'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.  NOTE--1B7A.
 DO0690'
 DO0690'REFERENCE MARK 1, A STANDARD DISK STAMPED BRIDWELL NO 1 1965, IS
 DO0690'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0690'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET WEST
 DO0690'OF THE CENTER OF A TRACK ROAD AND 20 FEET EAST OF A TELEPHONE
 DO0690'POLE.  NOTE--11B.
 DO0690'
 DO0690'REFERENCE MARK 2, A STANDARD DISK STAMPED BRIDWELL 1965 NO 2
 DO0690'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0690'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 DO0690'IS 42 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 172, 20 FEET
 DO0690'EAST OF THE CENTER OF A BLADED ROAD AND 2 FEET SOUTH OF A METAL
 DO0690'WITNESS POST.  NOTE--11B.
 DO0690'
 DO0690'ET 9 WXW, IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 DO0690'STAMPED ET 9 WXW 1962, IS SET IN THE TOP OF AN 8 INCH SQUARE
 DO0690'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 DO0690'17 FEET NORTHWEST OF THE METAL WITNESS POST AND 12 FEET WEST OF
 DO0690'A FENCELINE.
 DO0690'
 DO0690'HEIGHT OF LIGHT ABOVE STATION MARK 73.0 FEET.
 DO0690'
 DO0690'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DO0690'4 MILES EAST-NORTHEAST OF SCOTLAND.
 DO0690
 DO0690                          STATION RECOVERY (1978)
 DO0690
 DO0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0690'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 (AZIMUTH
 DO0690'MARK) WERE RECOVERED IN GOOD CONDITION.  BENCH MARK ET 9 WXW
 DO0690'WAS FOUND DESTROYED.  REFERENCE MARK 3 WAS ESTABLISHED
 DO0690'AT THIS TIME.  A SHORTER DISTANCE OF 0.014 METER WAS NOTED TO
 DO0690'REFERENCE MARK 1.  THE DIRECTION BETWEEN REFERENCE MARKS 1 AND
 DO0690'2 CHECKED THE 1975 DATA.
 DO0690'THE STATION AREA HAS BEEN REMODELED WITH METAL FENCES, AND THE
 DO0690'HOUSE AT THE STATION IS ABANDONED.  A NEW DESCRIPTION FOLLOWS.
 DO0690'
 DO0690'STATION IS LOCATED 7 MILES NORTH-NORTHEAST OF WINDTHORST, 4
 DO0690'MILES EAST OF SCOTLAND, 1/2 MILE NORTH OF STATE HIGHWAY 172,
 DO0690'ON A LOW BARE HILL BETWEEN TWO FINGERS OF WATER AT THE SOUTH
 DO0690'END OF LAKE ARROWHEAD, AT A HOUSE AND OUTBUILDINGS OF THE J. S.
 DO0690'BRIDWELL RANCH OF WICHITA FALLS.
 DO0690'
 DO0690'TO REACH THE STATION FROM THE WOODEN POST OFFICE BUILDING IN
 DO0690'SCOTLAND, GO SOUTH ON U.S. HIGHWAY 281 FOR 0.3 MILE TO A
 DO0690'CROSSROAD AND BLINKER LIGHT.  TURN LEFT, EAST, ON HIGHWAY 172,
 DO0690'FOR 1.95 MILES TO A BRIDGE.  CONTINUE ON HIGHWAY 172 FOR 2.4
 DO0690'MILES TO TOP OF GRADE, A DIRT ROAD RIGHT AND A FARM LANE LEFT,
 DO0690'AND REFERENCE MARK 2 ON THE RIGHT.
 DO0690'TURN LEFT, NORTH, PASSING THROUGH LOCKED BAR GATE, FOR 0.4
 DO0690'MILE TO THE HOUSE ON THE RIGHT AND STATION ON THE LEFT.
 DO0690'
 DO0690'STATION MARKS, STAMPED---BRIDWELL 1965---, ARE STANDARD DISKS.
 DO0690'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0690'MONUMENT 1-INCH BELOW GROUND.  IT IS 122 FEET WEST OF THE
 DO0690'NORTHWEST CORNER OF THE FENCE AROUND THE HOUSE, 100.6 FEET
 DO0690'WEST-SOUTHWEST OF A UTILITY POLE, 41.0 FEET SOUTH-SOUTHWEST OF
 DO0690'THE EAST POST TO AN IRON GATE, 10.6 FEET NORTH-NORTHEAST OF A
 DO0690'METAL WITNESS POST, AND 6.0 FEET EAST OF THE FENCE.  THE
 DO0690'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE
 DO0690'MASS ABOUT 40 INCHES BELOW GROUND.
 DO0690'
 DO0690'REFERENCE MARK 1, STAMPED---BRIDWELL NO 1 1965---, IS A
 DO0690'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0690'MONUMENT PROJECTING 2 INCHES ABOVE GROUND (THIS PREVENTS THE
 DO0690'GATE FROM BEING CLOSED).  IT IS 97 FEET NORTH-NORTHWEST OF THE
 DO0690'UTILITY POLE, 6 FEET EAST OF THE CENTER OF THE LANE, AND 2
 DO0690'FEET SOUTHWEST OF THE EAST GATEPOST TO THE IRON FENCE.
 DO0690'
 DO0690'REFERENCE MARK 2, STAMPED---BRIDWELL 1965 NO 2 1975---, IS A
 DO0690'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
 DO0690'ROUND CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT
 DO0690'IS 42 FEET SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 172, 20
 DO0690'FEET EAST OF THE DIRT ROAD CENTER, 10.7 FEET WEST-SOUTHWEST OF
 DO0690'A UTILITY POLE, 3.8 FEET WEST-SOUTHWEST OF A FENCE CORNER, 2.4
 DO0690'SOUTH OF A METAL WITNESS POST, 1.5 FEET NORTH OF A STOP SIGN
 DO0690'POLE, AND 1 FOOT ABOVE THE HIGHWAY.
 DO0690'
 DO0690'REFERENCE MARK 3, STAMPED---BRIDWELL 1965 NO 3 1978---, IS A
 DO0690'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0690'MONUMENT FLUSH WITH THE GROUND.  IT IS 144.6 FEET SOUTHWEST OF
 DO0690'UTILITY POLE, 2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, 1
 DO0690'FOOT EAST OF THE FENCE, AND 1 FOOT NORTH-NORTHEAST OF THE
 DO0690'NORTH GATEPOST TO THE FENCE.
 DO0690'
 DO0690'HEIGHT OF LIGHT ABOVE STATION MARK WAS 14.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0199 ***********************************************************************
 AP0199  DESIGNATION -  BRIGHAM
 AP0199  PID         -  AP0199
 AP0199  STATE/COUNTY-  TX/MAVERICK
 AP0199  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0199
 AP0199                         *CURRENT SURVEY CONTROL
 AP0199  ___________________________________________________________________
 AP0199* NAD 83(1993)-  28 42 05.81928(N)    100 28 59.20068(W)     ADJUSTED  
 AP0199* NAVD 88     -       248.6    (meters)     816.     (feet)  VERTCON   
 AP0199  ___________________________________________________________________
 AP0199  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AP0199  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AP0199
 AP0199  HORZ ORDER  -  FIRST
 AP0199
 AP0199.This mark is at Eagle Pass Municipal Airport (EGP)
 AP0199
 AP0199.The horizontal coordinates were established by classical geodetic methods
 AP0199.and adjusted by the National Geodetic Survey in February 1996..
 AP0199
 AP0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0199
 AP0199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0199
 AP0199.The geoid height was determined by GEOID03.
 AP0199
 AP0199;                    North         East     Units Scale Factor Converg.
 AP0199;SPC TXSC     - 4,097,149.582   455,089.104   MT  0.99992387   -0 43 35.7
 AP0199;SPC TXSC     -13,442,064.92  1,493,071.50   sFT  0.99992387   -0 43 35.7
 AP0199;UTM  14      - 3,175,828.642   355,123.378   MT  0.99985903   -0 42 44.6
 AP0199
 AP0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0199!SPC TXSC     -   0.99996454  x   0.99992387  =   0.99988841
 AP0199!UTM  14      -   0.99996454  x   0.99985903  =   0.99982357
 AP0199
 AP0199:                Primary Azimuth Mark                     Grid Az
 AP0199:SPC TXSC     -  C 1087 RESET                             070 25 05.3
 AP0199:UTM  14      -  C 1087 RESET                             070 24 14.2
 AP0199
 AP0199|---------------------------------------------------------------------|
 AP0199| PID    Reference Object                     Distance      Geod. Az  |
 AP0199|                                                           dddmmss.s |
 AP0199| AP0195 C 1087 RESET                        APPROX. 2.5 KM 0694129.6 |
 AP0199| CV4355 BRIGHAM RM 1                          7.175 METERS 09930     |
 AP0199| CV4356 BRIGHAM RM 2                          7.418 METERS 34905     |
 AP0199|---------------------------------------------------------------------|
 AP0199
 AP0199                          SUPERSEDED SURVEY CONTROL
 AP0199
 AP0199  NAD 83(1986)-  28 42 05.81451(N)    100 28 59.17848(W) AD(       ) 1
 AP0199  NAD 27      -  28 42 04.89682(N)    100 28 57.90328(W) AD(       ) 1
 AP0199  NGVD 29 (07/19/86)  248.5    (m)          815.     (f) VERT ANG       
 AP0199
 AP0199.Superseded values are not recommended for survey control.
 AP0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0199.See file dsdata.txt to determine how the superseded data were derived.
 AP0199
 AP0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5512375829(NAD 83)
 AP0199_MARKER: DS = TRIANGULATION STATION DISK
 AP0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0199_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AP0199
 AP0199  HISTORY     - Date     Condition        Report By
 AP0199  HISTORY     - 1972     MONUMENTED       NGS
 AP0199
 AP0199                          STATION DESCRIPTION
 AP0199
 AP0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0199'THE STATION IS ABOUT 1/2 MILE SOUTH AND 1 MILE EAST OF THE CENTER OF
 AP0199'EAGLE PASS, 1/2 MILE SOUTH AND 1 MILE WEST OF THE
 AP0199'JUNCTION OF U.S. HIGHWAYS 277 AND 57, WHICH IS ABOUT 2 MILES EAST
 AP0199'OF EAGLE PASS, NEAR THE SOUTHWEST CORNER OF BRIGHAM AIRPORT AND ON
 AP0199'AIRPORT PROPERTY.
 AP0199'
 AP0199'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND 57,
 AP0199'ABOUT 2 MILES EAST OF EAGLE PASS, GO WEST ON U.S. HIGHWAYS 277 AND
 AP0199'57 FOR 1.1 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON FARM ROAD
 AP0199'375 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 AP0199'
 AP0199'STATION MARKS ARE STANDARD DISK, STAMPED BRIGHAM 1972.  THE SURFACE
 AP0199'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AP0199'THAT PROJECTS 4 INCHES.  IT IS 37.6 FEET WEST OF THE NORTHEAST
 AP0199'CORNER OF A HANGAR, 35.0 FEET EAST OF THE CENTER OF FARM ROAD 375,
 AP0199'5.0 FEET EAST OF A WIRE FENCE, 4.0 FEET NORTH OF A WIRE FENCE AND
 AP0199'4.0 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND MARK IS SET
 AP0199'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AP0199'
 AP0199'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRIGHAM NO 1 1972, SET
 AP0199'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AP0199'3 INCHES.  IT IS 59.0 FEET EAST OF THE CENTER OF FARM ROAD 375,
 AP0199'27.0 FEET EAST OF THE WITNESS POST, 14.0 FEET WEST OF THE
 AP0199'NORTHEAST CORNER OF THE HANGAR AND ABOUT 1 FOOT LOWER THAN THE
 AP0199'STATION.
 AP0199'
 AP0199'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRIGHAM NO 2 1972, SET
 AP0199'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AP0199'4 INCHES.  IT IS 31.0 FEET EAST OF THE CENTER OF FARM ROAD 375, 26.5
 AP0199'FEET NORTH-NORTHWEST OF THE WITNESS POST, 0.7 FOOT EAST OF THE
 AP0199'FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AP0199'
 AP0199'BENCH MARK C 1087 RESET IS A STANDARD DISK, STAMPED C 1087 RESET
 AP0199'1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 AP0199'PROJECTS 1 INCH.  IT IS 111.0 FEET NORTH OF THE CENTER OF U.S.
 AP0199'HIGHWAY 277, 49.0 FEET EAST-NORTHEAST OF THE CENTER OF A METAL GATE,
 AP0199'43.0 FEET EAST OF THE CENTER OF A TRACK ROAD, 35.0 FEET NORTH OF A
 AP0199'FENCE AND 1.3 FEET EAST OF A WITNESS POST.  THIS BENCH MARK WILL
 AP0199'SERVE AS AN AZIMUTH MARK.
 AP0199'
 AP0199'TO REACH THE BENCH MARK FROM THE JUNCTION OF U.S. HIGHWAY 277 AND 57,
 AP0199'ABOUT 2 MILES EAST OF EAGLE PASS, GO EAST ON U.S. HIGHWAY 277 FOR
 AP0199'0.35 MILE TO THE MARK ON THE LEFT.
 AP0199'
 AP0199'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1249 ***********************************************************************
 AH1249  DESIGNATION -  BRIGHTON
 AH1249  PID         -  AH1249
 AH1249  STATE/COUNTY-  TX/NUECES
 AH1249  USGS QUAD   -  OSO CREEK NE (1975)
 AH1249
 AH1249                         *CURRENT SURVEY CONTROL
 AH1249  ___________________________________________________________________
 AH1249* NAD 83(1993)-  27 41 59.37443(N)    097 16 10.28181(W)     ADJUSTED  
 AH1249* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AH1249  ___________________________________________________________________
 AH1249  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH1249  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH1249
 AH1249  HORZ ORDER  -  SECOND
 AH1249
 AH1249.The horizontal coordinates were established by classical geodetic methods
 AH1249.and adjusted by the National Geodetic Survey in February 1996..
 AH1249
 AH1249.The orthometric height was scaled from a topographic map.
 AH1249
 AH1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1249
 AH1249.The geoid height was determined by GEOID03.
 AH1249
 AH1249;                    North         East     Units Scale Factor Converg.
 AH1249;SPC TX S     - 5,225,854.402   421,360.077   MT  0.99996892   +0 33 31.1
 AH1249;SPC TX S     -17,145,157.32  1,382,412.19   sFT  0.99996892   +0 33 31.1
 AH1249;UTM  14      - 3,065,149.302   670,628.878   MT  0.99995937   +0 48 16.5
 AH1249
 AH1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1249!SPC TX S     -   1.00000350  x   0.99996892  =   0.99997242
 AH1249!UTM  14      -   1.00000350  x   0.99995937  =   0.99996287
 AH1249
 AH1249|---------------------------------------------------------------------|
 AH1249| PID    Reference Object                     Distance      Geod. Az  |
 AH1249|                                                           dddmmss.s |
 AH1249| CV2983 BRIGHTON RM 1                                      16803     |
 AH1249| AH1238 LAGUNA MADRE N BASE RESET           APPROX. 3.3 KM 1845215.9 |
 AH1249| CV2984 BRIGHTON RM 2                                      29021     |
 AH1249|---------------------------------------------------------------------|
 AH1249
 AH1249                          SUPERSEDED SURVEY CONTROL
 AH1249
 AH1249  NAD 83(1986)-  27 41 59.38326(N)    097 16 10.25671(W) AD(       ) 2
 AH1249  NAD 27      -  27 41 58.26300(N)    097 16 09.29300(W) AD(       ) 2
 AH1249
 AH1249.Superseded values are not recommended for survey control.
 AH1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1249.See file dsdata.txt to determine how the superseded data were derived.
 AH1249
 AH1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7062965149(NAD 83)
 AH1249_MARKER: DS = TRIANGULATION STATION DISK
 AH1249_SETTING: 0 = UNSPECIFIED SETTING
 AH1249
 AH1249  HISTORY     - Date     Condition        Report By
 AH1249  HISTORY     - 1933     MONUMENTED       CGS
 AH1249  HISTORY     - 1938     MARK NOT FOUND   LOCENG
 AH1249  HISTORY     - 1938     MARK NOT FOUND   WESGEO
 AH1249  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1249  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH1249  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1249
 AH1249                          STATION DESCRIPTION
 AH1249
 AH1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1249'ON THE MAINLAND, ABOUT 1 MILE W OF FLOUR BLUFF POINT, 0.6
 AH1249'MILE E OF OSO POST OFFICE, AND 100 METERS BACK FROM SW
 AH1249'SHORE OF CORPUS CHRISTI BAY.  STATION IS ON TOP OF A LONE
 AH1249'SAND DUNE, THE HIGHEST AND MOST PROMINENT IN THE IMMEDIATE
 AH1249'LOCALITY.
 AH1249'
 AH1249'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AH1249'SET IN CONCRETE.  THE REFERENCE MARKS ARE LOCATED DOWN ON THE
 AH1249'FLAT.
 AH1249'
 AH1249'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1249'LEWIS HOUSE AT FLOUR BLUFF POINT (1 MILE DISTANT), 134 DEG
 AH1249'30 MIN.  RED WINDMILL (APPROX. 300 METERS DISTANT), 190 DEG.
 AH1249'PLAZA HOTEL IN CORPUS CHRISTI (APPROX. 9 MILES DISTANT),
 AH1249'304 DEG 30 MIN.
 AH1249'
 AH1249'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 AH1249
 AH1249                          STATION RECOVERY (1938)
 AH1249
 AH1249'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1938
 AH1249'RECOVERED BY GEOTECHNICAL CORP.
 AH1249'
 AH1249'DESTROYED.  THIS MARK WAS FOUND ABOUT 4 MILES N OF THE ORIGINAL
 AH1249'POSITION AND BEING USED BY A SERVICE STATION ALONG THE HIGHWAY AS A
 AH1249'BRACE FOR THE HEAD WALL OF A CULVERT.
 AH1249
 AH1249                          STATION RECOVERY (1938)
 AH1249
 AH1249'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AH1249'THE MONUEMNT IS EITHER DEEPLY BURIED BY SAND OR IS GONE.
 AH1249'THE REFERENCE STATION IS ON THE W SIDE HAS BEEN DUG AND
 AH1249'CARRIED AWAY.  IT WAS FOUND ABOUT 1/2 MILES S ON THE BEACH.
 AH1249'BEFORE THE MARK WAS REMOVED THE STATION WAS RELOCATED AND
 AH1249'A 10-FOOT 2- BY 2-INCH POST WITH A NAIL IN THE TOP WAS BURIED
 AH1249'AT THE RECOVERED POINT.
 AH1249
 AH1249                          STATION RECOVERY (1949)
 AH1249
 AH1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1249'STATION AND REFERENCE MARKS DESTROYED DURING CONSTRUCTION
 AH1249'OF HANGARS AT NAVAL AIR STATION.
 AH1249
 AH1249                          STATION RECOVERY (1989)
 AH1249
 AH1249'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 AH1249'MARK NOT FOUND.
 AH1249
 AH1249                          STATION RECOVERY (2001)
 AH1249
 AH1249'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1294 ***********************************************************************
 AH1294  DESIGNATION -  BRIGHTON POST OFFICE N GABLE
 AH1294  PID         -  AH1294
 AH1294  STATE/COUNTY-  TX/NUECES
 AH1294  USGS QUAD   -  PITA ISLAND (1975)
 AH1294
 AH1294                         *CURRENT SURVEY CONTROL
 AH1294  ___________________________________________________________________
 AH1294* NAD 83(1993)-  27 36 43.05426(N)    097 18 00.05923(W)     ADJUSTED  
 AH1294* NAVD 88     -                                                        
 AH1294  ___________________________________________________________________
 AH1294  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH1294  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH1294
 AH1294  HORZ ORDER  -  THIRD
 AH1294
 AH1294.The horizontal coordinates were established by classical geodetic methods
 AH1294.and adjusted by the National Geodetic Survey in February 1996..
 AH1294
 AH1294
 AH1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1294
 AH1294.The geoid height was determined by GEOID03.
 AH1294
 AH1294;                    North         East     Units Scale Factor Converg.
 AH1294;SPC TX S     - 5,216,089.416   418,445.198   MT  0.99995144   +0 32 41.3
 AH1294;SPC TX S     -17,113,120.03  1,372,848.95   sFT  0.99995144   +0 32 41.3
 AH1294;UTM  14      - 3,055,372.025   667,755.734   MT  0.99994738   +0 47 17.1
 AH1294
 AH1294                          SUPERSEDED SURVEY CONTROL
 AH1294
 AH1294  NAD 83(1986)-  27 36 43.06419(N)    097 18 00.03387(W) AD(       ) 4
 AH1294  NAD 27      -  27 36 41.93000(N)    097 17 59.07000(W) AD(       ) 3
 AH1294
 AH1294.Superseded values are not recommended for survey control.
 AH1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1294.See file dsdata.txt to determine how the superseded data were derived.
 AH1294
 AH1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6775655372(NAD 83)
 AH1294_MARKER: 81 = GABLE
 AH1294
 AH1294  HISTORY     - Date     Condition        Report By
 AH1294  HISTORY     - 1905     FIRST OBSERVED   CGS
 AH1294
 AH1294                          STATION DESCRIPTION
 AH1294
 AH1294'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6333 ***********************************************************************
 AW6333  DESIGNATION -  BRINSON 1930
 AW6333  PID         -  AW6333
 AW6333  STATE/COUNTY-  TX/HARRIS
 AW6333  USGS QUAD   -  LA PORTE (1982)
 AW6333
 AW6333                         *CURRENT SURVEY CONTROL
 AW6333  ___________________________________________________________________
 AW6333* NAD 83(1993)-  29 42 14.47320(N)    095 02 00.22056(W)     ADJUSTED  
 AW6333* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AW6333  ___________________________________________________________________
 AW6333  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW6333  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6333
 AW6333  HORZ ORDER  -  THIRD
 AW6333
 AW6333.The horizontal coordinates were established by classical geodetic methods
 AW6333.and adjusted by the National Geodetic Survey in February 1996..
 AW6333
 AW6333.The orthometric height was scaled from a topographic map.
 AW6333
 AW6333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6333
 AW6333.The geoid height was determined by GEOID03.
 AW6333
 AW6333;                    North         East     Units Scale Factor Converg.
 AW6333;SPC TXSC     - 4,213,830.976   983,735.475   MT  0.99988392   +1 56 35.8
 AW6333;SPC TXSC     -13,824,877.13  3,227,472.14   sFT  0.99988392   +1 56 35.8
 AW6333;UTM  15      - 3,287,719.306   303,283.273   MT  1.00007749   -1 00 28.5
 AW6333
 AW6333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6333!SPC TXSC     -   1.00000348  x   0.99988392  =   0.99988740
 AW6333!UTM  15      -   1.00000348  x   1.00007749  =   1.00008097
 AW6333
 AW6333                          SUPERSEDED SURVEY CONTROL
 AW6333
 AW6333  NAD 83(1986)-  29 42 14.48927(N)    095 02 00.20104(W) AD(       ) 3
 AW6333  NAD 27      -  29 42 13.66538(N)    095 01 59.45649(W) AD(       ) 3
 AW6333
 AW6333.Superseded values are not recommended for survey control.
 AW6333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6333.See file dsdata.txt to determine how the superseded data were derived.
 AW6333
 AW6333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0328387719(NAD 83)
 AW6333_MARKER: Z = SEE DESCRIPTION
 AW6333_SETTING: 0 = UNSPECIFIED SETTING
 AW6333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6333
 AW6333  HISTORY     - Date     Condition        Report By
 AW6333  HISTORY     - 1930     MONUMENTED       CGS
 AW6333  HISTORY     - 1934     GOOD             TXGS
 AW6333  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6333  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6333  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW6333
 AW6333                          STATION DESCRIPTION
 AW6333
 AW6333'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JAB)
 AW6333'LOCATED ON THE S SHORE OF SAN JACINTO BAY, AT BRINSON POINT.
 AW6333'STATION IS ON A SIDE HILL AT THE MOUTH OF A SMALL GULLY EXTENDING
 AW6333'FROM THE SHORE TOWARD AN OLD DESERTED HOUSE.  IT IS 85 METERS
 AW6333'FROM THE NE CORNER OF THIS HOUSE, 15 METERS FROM THE EDGE OF A
 AW6333'GROVE OF ELM TREES ON THE W, AND 15 METERS FROM THE SHORELINE ON
 AW6333'THE N.
 AW6333'
 AW6333'STATION IS MARKED BY A CROSS ON THE END OF A 1/2-INCH BRASS
 AW6333'ROD SET IN THE TOP OF A 4- BY 4-INCH CONCRETE POST EXTENDING
 AW6333'3 INCHES ABOVE GROUND.
 AW6333'
 AW6333'REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AW6333'POSTS.
 AW6333'
 AW6333'REFERENCE MARK 1 IS 19.205 METERS FROM STATION S 43 DEG W.
 AW6333'
 AW6333'REFERENCE MARK 2 IS 25.210 METERS FROM STATION N 53 DEG W.
 AW6333
 AW6333                          STATION RECOVERY (1934)
 AW6333
 AW6333'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6333'STATION AND REFERENCE MARKS IN GOOD CONDITION AS DESCRIBED.
 AW6333
 AW6333                          STATION RECOVERY (1952)
 AW6333
 AW6333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6333'STATION WAS NOT RECOVERED.  A THOROUGH SEARCH OF THE AREA WAS
 AW6333'MADE BUT NO EVIDENCE OF THE STATION WAS FOUND.  SOME BARGE SLIPS
 AW6333'HAVE BEEN DREDGED IN THE AREA AND IT IS BELIEVED THAT THE
 AW6333'STATION AND REFERENCE MARKS WERE DESTROYED DURING THIS OPERATION.
 AW6333
 AW6333                          STATION RECOVERY (1997)
 AW6333
 AW6333'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6333'MARK NOT FOUND.
 AW6333
 AW6333                          STATION RECOVERY (1997)
 AW6333
 AW6333'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1898 ***********************************************************************
 FL1898  DESIGNATION -  BRISCO
 FL1898  PID         -  FL1898
 FL1898  STATE/COUNTY-  TX/WHEELER
 FL1898  USGS QUAD   -  BRISCOE (1963)
 FL1898
 FL1898                         *CURRENT SURVEY CONTROL
 FL1898  ___________________________________________________________________
 FL1898* NAD 83(1993)-  35 34 42.54477(N)    100 18 41.70142(W)     ADJUSTED  
 FL1898* NAVD 88     -       828.     (meters)    2717.     (feet)  SCALED    
 FL1898  ___________________________________________________________________
 FL1898  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 FL1898  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FL1898
 FL1898  HORZ ORDER  -  THIRD
 FL1898
 FL1898.The horizontal coordinates were established by classical geodetic methods
 FL1898.and adjusted by the National Geodetic Survey in February 1996..
 FL1898
 FL1898.The orthometric height was scaled from a topographic map.
 FL1898
 FL1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1898
 FL1898.The geoid height was determined by GEOID03.
 FL1898
 FL1898;                    North         East     Units Scale Factor Converg.
 FL1898;SPC TX N     - 1,175,759.643   307,707.526   MT  0.99991479   +0 41 19.4
 FL1898;SPC TX N     - 3,857,471.43  1,009,537.11   sFT  0.99991479   +0 41 19.4
 FL1898;UTM  14      - 3,937,989.354   381,160.844   MT  0.99977403   -0 45 47.5
 FL1898
 FL1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1898!SPC TX N     -   0.99987428  x   0.99991479  =   0.99978908
 FL1898!UTM  14      -   0.99987428  x   0.99977403  =   0.99964834
 FL1898
 FL1898|---------------------------------------------------------------------|
 FL1898| PID    Reference Object                     Distance      Geod. Az  |
 FL1898|                                                           dddmmss.s |
 FL1898| FL0032 J 139                                22.661 METERS 18544     |
 FL1898| CK9040 BRISCO AZ MK                                       3353506.8 |
 FL1898| CK9041 BRISCO RM 2                          11.976 METERS 34825     |
 FL1898|---------------------------------------------------------------------|
 FL1898
 FL1898                          SUPERSEDED SURVEY CONTROL
 FL1898
 FL1898  NAD 83(1993)-  35 34 42.54517(N)    100 18 41.70110(W) AD(       ) 3
 FL1898  NAD 83(1986)-  35 34 42.54930(N)    100 18 41.69055(W) AD(       ) 3
 FL1898  NAD 27      -  35 34 42.38600(N)    100 18 40.24000(W) AD(       ) 3
 FL1898
 FL1898.Superseded values are not recommended for survey control.
 FL1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1898.See file dsdata.txt to determine how the superseded data were derived.
 FL1898
 FL1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8116137989(NAD 83)
 FL1898_MARKER: DS = TRIANGULATION STATION DISK
 FL1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1898
 FL1898  HISTORY     - Date     Condition        Report By
 FL1898  HISTORY     - 1951     MONUMENTED       CGS
 FL1898  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL1898
 FL1898                          STATION DESCRIPTION
 FL1898
 FL1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1898'THE STATION IS LOCATED ABOUT 9-1/2 MILES AIR LINE NORTH-NORTHWEST
 FL1898'OF WHEELER, 1-1/4 MILES AIR LINE WEST-SOUTHWEST OF BRISCOE, 25
 FL1898'YARDS NORTHEAST OF A RAILWAY OVERPASS AND ON THE EAST RIGHT-OF-WAY
 FL1898'OF U.S. HIGHWAY 83.  THE MARK, STAMPED BRISCO 1950, IS A BRONZE
 FL1898'DISK SET IN A CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 49
 FL1898'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 83 AND 9 FEET
 FL1898'WEST OF A FENCE CORNER.
 FL1898'
 FL1898'U.S. COAST AND GEODETIC SURVEY BENCH MARK J 139, STAMPED J 139
 FL1898'1934, SERVES AS REFERENCE MARK NO. 1.  IT IS SET IN THE NORTHEAST
 FL1898'CORNER OF THE OVERPASS.
 FL1898'
 FL1898'REFERENCE MARK NO. 2, STAMPED BRISCO NO 2 1950, IS A BRONZE
 FL1898'DISK SET IN A CONCRETE POST THAT PROJECTS 2 INCHES AND IS 1
 FL1898'FOOT WEST OF A FENCE.
 FL1898'
 FL1898'THE AZIMUTH MARK, STAMPED BRISCO 1950, IS A BRONZE DISK SET
 FL1898'IN A CONCRETE POST THAT PROJECTS 2 INCHES.  THE MARK IS 42 FEET
 FL1898'WEST OF THE CENTER LINE OF U.S. HIGHWAY 83, 4 FEET SOUTH OF A
 FL1898'WHITE WITNESS POST AND 2 FEET EAST OF A FENCE.
 FL1898'
 FL1898'TO REACH THE STATION FROM THE COURTHOUSE IN WHEELER, GO NORTHERLY
 FL1898'ON U.S. HIGHWAY 83 FOR 10.05 MILES TO STATION NEAR OVERPASS AS
 FL1898'DESCRIBED ABOVE.  TO REACH THE AZIMUTH MARK FROM THE STATION
 FL1898'GO NORTHERLY ON U.S. HIGHWAY 83 FOR 0.5 MILE TO THE SUMMIT OF
 FL1898'A KNOLL AND MARK ON THE LEFT.
 FL1898
 FL1898                          STATION RECOVERY (1963)
 FL1898
 FL1898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL1898'STATION WAS SEARCHED FOR AND NOT FOUND.  IT IS BELIEVED THAT
 FL1898'IT IS BURIED UNDER DEEP SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1899 ***********************************************************************
 FL1899  DESIGNATION -  BRISCO KIMBELL MILLING CO ELEV
 FL1899  PID         -  FL1899
 FL1899  STATE/COUNTY-  TX/WHEELER
 FL1899  USGS QUAD   -  BRISCOE (1963)
 FL1899
 FL1899                         *CURRENT SURVEY CONTROL
 FL1899  ___________________________________________________________________
 FL1899* NAD 83(1993)-  35 35 04.62046(N)    100 17 25.27915(W)     ADJUSTED  
 FL1899* NAVD 88     -                                                        
 FL1899  ___________________________________________________________________
 FL1899  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 FL1899  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FL1899
 FL1899  HORZ ORDER  -  THIRD
 FL1899
 FL1899.The horizontal coordinates were established by classical geodetic methods
 FL1899.and adjusted by the National Geodetic Survey in February 1996..
 FL1899
 FL1899
 FL1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1899
 FL1899.The geoid height was determined by GEOID03.
 FL1899
 FL1899;                    North         East     Units Scale Factor Converg.
 FL1899;SPC TX N     - 1,176,463.236   309,623.063   MT  0.99991509   +0 42 03.7
 FL1899;SPC TX N     - 3,859,779.80  1,015,821.67   sFT  0.99991509   +0 42 03.7
 FL1899;UTM  14      - 3,938,644.090   383,093.316   MT  0.99976842   -0 45 03.4
 FL1899
 FL1899                          SUPERSEDED SURVEY CONTROL
 FL1899
 FL1899  NAD 83(1993)-  35 35 04.62094(N)    100 17 25.27883(W) AD(       ) 4
 FL1899  NAD 83(1986)-  35 35 04.62583(N)    100 17 25.26775(W) AD(       ) 4
 FL1899  NAD 27      -  35 35 04.46000(N)    100 17 23.82000(W) AD(       ) 3
 FL1899
 FL1899.Superseded values are not recommended for survey control.
 FL1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1899.See file dsdata.txt to determine how the superseded data were derived.
 FL1899
 FL1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8309338644(NAD 83)
 FL1899_MARKER: 65 = GRAIN ELEVATOR
 FL1899
 FL1899  HISTORY     - Date     Condition        Report By
 FL1899  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1899
 FL1899                          STATION DESCRIPTION
 FL1899
 FL1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1899'A SMALL CORRUGATED SHEEL METAL GRAIN ELEVATOR IN BRISCOE.
 FL1899'IT IS 0.3 MILE EAST OF U.S. HIGHWAY 83, ON SOUTH SIDE OF
 FL1899'RAILROAD TRACK, AND APPROXIMATELY 75 FEET HIGH.  TOP CENTER WAS
 FL1899'THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1900 ***********************************************************************
 FL1900  DESIGNATION -  BRISCO RAILROAD PUMP HOUSE
 FL1900  PID         -  FL1900
 FL1900  STATE/COUNTY-  TX/WHEELER
 FL1900  USGS QUAD   -  BRISCOE (1963)
 FL1900
 FL1900                         *CURRENT SURVEY CONTROL
 FL1900  ___________________________________________________________________
 FL1900* NAD 83(1993)-  35 35 06.10371(N)    100 17 22.61911(W)     ADJUSTED  
 FL1900* NAVD 88     -                                                        
 FL1900  ___________________________________________________________________
 FL1900  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 FL1900  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FL1900
 FL1900  HORZ ORDER  -  THIRD
 FL1900
 FL1900.The horizontal coordinates were established by classical geodetic methods
 FL1900.and adjusted by the National Geodetic Survey in February 1996..
 FL1900
 FL1900
 FL1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1900
 FL1900.The geoid height was determined by GEOID03.
 FL1900
 FL1900;                    North         East     Units Scale Factor Converg.
 FL1900;SPC TX N     - 1,176,509.762   309,689.462   MT  0.99991511   +0 42 05.3
 FL1900;SPC TX N     - 3,859,932.44  1,016,039.51   sFT  0.99991511   +0 42 05.3
 FL1900;UTM  14      - 3,938,688.911   383,160.863   MT  0.99976822   -0 45 01.9
 FL1900
 FL1900                          SUPERSEDED SURVEY CONTROL
 FL1900
 FL1900  NAD 83(1993)-  35 35 06.10419(N)    100 17 22.61880(W) AD(       ) 4
 FL1900  NAD 83(1986)-  35 35 06.10897(N)    100 17 22.60767(W) AD(       ) 4
 FL1900  NAD 27      -  35 35 05.95000(N)    100 17 21.15900(W) AD(       ) 3
 FL1900
 FL1900.Superseded values are not recommended for survey control.
 FL1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1900.See file dsdata.txt to determine how the superseded data were derived.
 FL1900
 FL1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8316138689(NAD 83)
 FL1900
 FL1900  HISTORY     - Date     Condition        Report By
 FL1900  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1900
 FL1900                          STATION DESCRIPTION
 FL1900
 FL1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1900'THE STATION IS LOCATED IN THE NORTHERN END OF THE TOWN OF
 FL1900'BRISCOE, NEAR THE RAILROAD TRACKS AND ABOUT 75 YARDS EAST OF THE
 FL1900'GRAIN ELEVATOR.  IT IS A YELLOW SHED BUILT OVER A WELL WITH A
 FL1900'DERRICK PROJECTING ABOUT 15 FEET OUT OF THE ROOF OF THE SHED.  TOP
 FL1900'CENTER OF DERRICK WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2672 ***********************************************************************
 CS2672  DESIGNATION -  BRISTOL
 CS2672  PID         -  CS2672
 CS2672  STATE/COUNTY-  TX/ELLIS
 CS2672  USGS QUAD   -  BRISTOL (1962)
 CS2672
 CS2672                         *CURRENT SURVEY CONTROL
 CS2672  ___________________________________________________________________
 CS2672* NAD 83(1993)-  32 27 34.85111(N)    096 34 05.62693(W)     ADJUSTED  
 CS2672* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 CS2672  ___________________________________________________________________
 CS2672  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 CS2672  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CS2672
 CS2672  HORZ ORDER  -  FIRST
 CS2672
 CS2672.The horizontal coordinates were established by classical geodetic methods
 CS2672.and adjusted by the National Geodetic Survey in February 1996..
 CS2672
 CS2672.The orthometric height was scaled from a topographic map.
 CS2672
 CS2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2672
 CS2672.The geoid height was determined by GEOID03.
 CS2672
 CS2672;                    North         East     Units Scale Factor Converg.
 CS2672;SPC TXNC     - 2,089,607.863   781,598.723   MT  0.99992561   +1 03 12.9
 CS2672;SPC TXNC     - 6,855,655.13  2,564,295.14   sFT  0.99992561   +1 03 12.9
 CS2672;UTM  14      - 3,593,993.963   728,569.660   MT  1.00024429   +1 18 20.6
 CS2672
 CS2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2672!SPC TXNC     -   0.99997987  x   0.99992561  =   0.99990549
 CS2672!UTM  14      -   0.99997987  x   1.00024429  =   1.00022416
 CS2672
 CS2672|---------------------------------------------------------------------|
 CS2672| PID    Reference Object                     Distance      Geod. Az  |
 CS2672|                                                           dddmmss.s |
 CS2672| CS0806 L 958                                27.624 METERS 14907     |
 CS2672| CX9880 BRISTOL RM 1                         25.322 METERS 15149     |
 CS2672| CX9881 BRISTOL RM 2                         13.478 METERS 24230     |
 CS2672| CX9879 BRISTOL AZ MK                                      2464533.8 |
 CS2672|---------------------------------------------------------------------|
 CS2672
 CS2672                          SUPERSEDED SURVEY CONTROL
 CS2672
 CS2672  NAD 83(1986)-  32 27 34.85840(N)    096 34 05.60924(W) AD(       ) 1
 CS2672  NAD 27      -  32 27 34.35200(N)    096 34 04.64900(W) AD(       ) 1
 CS2672
 CS2672.Superseded values are not recommended for survey control.
 CS2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2672.See file dsdata.txt to determine how the superseded data were derived.
 CS2672
 CS2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2857093994(NAD 83)
 CS2672_MARKER: DS = TRIANGULATION STATION DISK
 CS2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2672
 CS2672  HISTORY     - Date     Condition        Report By
 CS2672  HISTORY     - 1947     MONUMENTED       CGS
 CS2672  HISTORY     - 1948     GOOD             CGS
 CS2672  HISTORY     - 1960     GOOD             CGS
 CS2672  HISTORY     - 1961     GOOD             CGS
 CS2672  HISTORY     - 20020126 GOOD             USPSQD
 CS2672
 CS2672                          STATION DESCRIPTION
 CS2672
 CS2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2672'THE STATION IS IN THE SCHOOL YARD IN THE VILLAGE OF BRISTOL,
 CS2672'ABOUT 6 MILES EAST-NORTHEAST OF PALMER, 9 MILES NORTH-NORTHEAST
 CS2672'OF ENNIS.  96 FEET NORTHWEST OF THE MAIN ENTRANCE TO THE SCHOOL
 CS2672'BUILDING, 55 FEET NORTHWEST OF THE FLAGPOLE AND 40 FEET SOUTHEAST
 CS2672'OF THE CENTER OF A GRADED STREET.  IT IS SET FLUSH WITH THE
 CS2672'SURFACE OF THE GROUND AND IS STAMPED BRISTOL 1947.
 CS2672'
 CS2672'REFERENCE MARK NO. 1 IS A STANDARD USC AND GS DISK CEMENTED
 CS2672'IN A DRILL HOLE IN THE CONCRETE WALK ALONG THE FRONT OF THE SCHOOL
 CS2672'BUILDING.  IT IS 15 FEET NORTH-NORTHWEST OF THE MAIN ENTRANCE
 CS2672'TO THE SCHOOL BUILDING AND 6 INCHES SOUTHEAST OF THE NORTHWEST
 CS2672'EDGE OF THE WALK.  IT IS STAMPED BRISTOL NO 1 1947.
 CS2672'
 CS2672'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS DISK CEMENTED IN
 CS2672'A DRILL HOLE IN A CONCRETE WALK.  IT IS 25 FEET SOUTHEAST OF
 CS2672'THE CENTER OF A GRADED T INTERSECTION, 6 INCHES SOUTHEAST OF THE
 CS2672'END OF THE WALK AND 6 INCHES NORTHEAST OF THE EDGE OF THE WALK.
 CS2672'IT IS STAMPED BRISTOL NO 2 1947.
 CS2672'
 CS2672'USC AND GS BM L 958 1946 IS A STANDARD USC AND GS BM DISK SET
 CS2672'VERTICALLY IN THE CONCRETE FOUNDATION OF THE SCHOOL BUILDING 10
 CS2672'INCHES ABOVE GROUND SURFACE.  IT IS 14 FEET NORTHEAST OF THE MAIN
 CS2672'ENTRANCE OF THE SCHOOL BUILDING AND IS STAMPED L 958 1946.
 CS2672'
 CS2672'AZIMUTH MARK IS ABOUT 250 FEET NORTHEAST OF A COTTAGE, 60 FEET
 CS2672'WEST-NORTHWEST OF THE CENTER OF A GRADED ROAD, AND 1 FOOT
 CS2672'NORTH OF A FENCE LINE.  IT PROJECTS 5 INCHES AND IS STAMPED BRISTOL
 CS2672'1947.
 CS2672'
 CS2672'TO REACH THE STATION FROM THE MOBILE GAS STATION ALONG U.S. HIGHWAY
 CS2672'NO. 75 IN PALMER, GO SOUTH ON NO. 75 FOR 0.2 MILE, TURN LEFT
 CS2672'AND GO 2.2 MILES, TURN RIGHT ON MAIN ROAD AND GO 2.2 MILES
 CS2672'TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.65 MILES TO A STORE
 CS2672'ON THE RIGHT, IN THE VILLAGE OF BRISTOL, TURN RIGHT ON A GRADED
 CS2672'STREET AND GO 0.15 MILE TO THE BRISTOL SCHOOL AND THE STATION
 CS2672'AS DESCRIBED.
 CS2672'
 CS2672'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-NORTHWEST ON
 CS2672'A GRADED STREET FOR 0.15 MILE, TURN LEFT AND GO 0.4 MILE TO
 CS2672'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CS2672'
 CS2672'A 100 FOOT SIGNAL AT WARSAW IS VISIBLE AT 37 FEET.
 CS2672'
 CS2672'AN 87 FOOT SIGNAL AT BOIS IS VISIBLE AT 37 FEET.
 CS2672'
 CS2672'A 74 FOOT SIGNAL AT TELICO IS VISIBLE AT 37 FEET.
 CS2672'
 CS2672'A 74 FOOT SIGNAL AT ENNIS IS VISIBLE AT 37 FEET.
 CS2672'
 CS2672'A 74 FOOT SIGNAL AT GARRETT IS VISIBLE AT 37 FEET.
 CS2672'
 CS2672'A 74 FOOT SIGNAL AT PALMER IS VISIBLE AT 37 FEET.
 CS2672'
 CS2672'A 74 FOOT SIGNAL AT TRUMBULL IS VISIBLE AT 37 FEET.
 CS2672'
 CS2672'AN 87 FOOT SIGNAL AT INDIA IS VISIBLE AT 37 FEET.
 CS2672'
 CS2672'AN 87 FOOT SIGNAL AT SEAGO IS VISIBLE AT 37 FEET.
 CS2672'
 CS2672'AN 87 FOOT SIGNAL AT COMBINE IS VISIBLE AT 37 FEET.
 CS2672'
 CS2672'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2672
 CS2672                          STATION RECOVERY (1948)
 CS2672
 CS2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CRR)
 CS2672'ALL MARKS RECOVERED IN GOOD CONDITION, THE DESCRIPTION BY C.A.G.
 CS2672'IN 1947 WAS FOUND TO BE COMPLETE AND ADEQUATE, EXCEPT THE
 CS2672'TO REACH.
 CS2672'
 CS2672'TO REACH FROM MOBIL GAS STATION IN PALMER GO SOUTH ON U.S. NO.75
 CS2672'FOR 0.2 MILE.  TURN LEFT ON DIRT ROAD AND GO 2.2 MILES.  TURN
 CS2672'RIGHT ON MAIN ROAD AND GO 2.2 TO A SIDE ROAD LEFT.  TURN LEFT
 CS2672'AND GO 0.7 MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.5 MILE TO
 CS2672'A SIDE ROAD LEFT.  TURN LEFT AND GO 1.65 MILES TO A STORE ON
 CS2672'RIGHT, IN THE VILLAGE OF BRISTOL.  TURN RIGHT ON GRADED STREET
 CS2672'AND GO 0.15 MILE TO THE BRISTOL SCHOOL AND THE STATION.
 CS2672
 CS2672                          STATION RECOVERY (1960)
 CS2672
 CS2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2672'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION
 CS2672'AS DESCRIBED.  REFERENCE MARK NO. 2 IS ON SECTION OF SIDEWALK
 CS2672'BROKEN OFF AND LAYING IN SCHOOLYARD.  DIRECTIONS FOR PROCEEDING TO
 CS2672'STATION SITE ARE CORRECT.
 CS2672
 CS2672                          STATION RECOVERY (1961)
 CS2672
 CS2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FJG)
 CS2672'ORIGINAL DESCRIPTION IS ADEQUATE.
 CS2672'
 CS2672'REFERENCE MARK NO. 1 IS ALL RIGHT AS IS THE AZIMUTH MARK.
 CS2672'
 CS2672'REFERENCE MARK NO. 2 IS DISTURBED.
 CS2672
 CS2672                          STATION RECOVERY (2002)
 CS2672
 CS2672'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS2672'RM 1 GOOD, RM 2, AZI NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3142 ***********************************************************************
 CS3142  DESIGNATION -  BRITAN
 CS3142  PID         -  CS3142
 CS3142  STATE/COUNTY-  TX/PARKER
 CS3142  USGS QUAD   -  AZLE (1978)
 CS3142
 CS3142                         *CURRENT SURVEY CONTROL
 CS3142  ___________________________________________________________________
 CS3142* NAD 83(1993)-  32 52 38.35500(N)    097 37 18.79783(W)     ADJUSTED  
 CS3142* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 CS3142  ___________________________________________________________________
 CS3142  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 CS3142  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CS3142
 CS3142  HORZ ORDER  -  SECOND
 CS3142
 CS3142.The horizontal coordinates were established by classical geodetic methods
 CS3142.and adjusted by the National Geodetic Survey in February 1996..
 CS3142
 CS3142.The orthometric height was scaled from a topographic map.
 CS3142
 CS3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3142
 CS3142.The geoid height was determined by GEOID03.
 CS3142
 CS3142;                    North         East     Units Scale Factor Converg.
 CS3142;SPC TXNC     - 2,134,592.468   682,164.696   MT  0.99987722   +0 28 44.1
 CS3142;SPC TXNC     - 7,003,242.12  2,238,068.67   sFT  0.99987722   +0 28 44.1
 CS3142;UTM  14      - 3,638,528.594   628,920.467   MT  0.99980494   +0 44 53.5
 CS3142
 CS3142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3142!SPC TXNC     -   0.99995938  x   0.99987722  =   0.99983660
 CS3142!UTM  14      -   0.99995938  x   0.99980494  =   0.99976433
 CS3142
 CS3142|---------------------------------------------------------------------|
 CS3142| PID    Reference Object                     Distance      Geod. Az  |
 CS3142|                                                           dddmmss.s |
 CS3142| CX9883 BRITAN RM 1                          25.262 METERS 03151     |
 CS3142| CX9882 BRITAN AZ MK                                       2681426.2 |
 CS3142| CS3140 PTS 13 Y USGS 1946                   56.204 METERS 28058     |
 CS3142|---------------------------------------------------------------------|
 CS3142
 CS3142                          SUPERSEDED SURVEY CONTROL
 CS3142
 CS3142  NAD 83(1993)-  32 52 38.35717(N)    097 37 18.78309(W) AD(       ) 2
 CS3142  NAD 83(1986)-  32 52 38.35827(N)    097 37 18.78177(W) AD(       ) 2
 CS3142  NAD 27      -  32 52 37.90000(N)    097 37 17.68800(W) AD(       ) 2
 CS3142
 CS3142.Superseded values are not recommended for survey control.
 CS3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3142.See file dsdata.txt to determine how the superseded data were derived.
 CS3142
 CS3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2892038529(NAD 83)
 CS3142_MARKER: DD = SURVEY DISK
 CS3142_SETTING: 0 = UNSPECIFIED SETTING
 CS3142
 CS3142  HISTORY     - Date     Condition        Report By
 CS3142  HISTORY     - 1946     MONUMENTED       CGS
 CS3142  HISTORY     - 1951     GOOD             CGS
 CS3142  HISTORY     - 1960     GOOD             CGS
 CS3142  HISTORY     - 1963     GOOD             CGS
 CS3142  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS3142  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 CS3142
 CS3142                          STATION DESCRIPTION
 CS3142
 CS3142'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3142'STATION IS LOCATED ABOUT 5 MILES W OF THE VILLAGE OF AZLE,
 CS3142'107 FEET N OF THE NW CORNER OF A FARMHOUSE, 57 FEET S OF
 CS3142'THE APPROXIMATE CENTER LINE OF THE AZLE-VEALE STATION ROAD,
 CS3142'AND 8 FEET E OF A WHITE WOODEN WITNESS POST.
 CS3142'
 CS3142'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3142'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED BRITAN
 CS3142'1946 AND PROJECTS 6 INCHES.
 CS3142'
 CS3142'REFERENCE MARK 1 IS 82.89 FEET NE OF THE STATION, 15 FEET
 CS3142'N OF THE APPROXIMATE CENTER LINE OF THE AZLE-VEALE STATION
 CS3142'ROAD, AND 1 FOOT S OF AN E-W FENCE LINE.  IT IS A BRONZE
 CS3142'REFERENCE DISK STAMPED BRITAN NO 1 1946, AND IS SET IN THE
 CS3142'TOP OF A CONCRETE POST.  IT PROJECTS 7 INCHES.
 CS3142'
 CS3142'A BRONZE TRAVERSE STATION DISK IS 184.58 FEET WNW OF THE
 CS3142'STATION.  THIS BENCH MARK WAS USED AS REFERENCE MARK 2.  IT
 CS3142'IS 62 FEET SW OF A POWER-LINE POLE NO. 10, 18.5 FEET S OF
 CS3142'THE APPROXIMATE CENTER LINE OF THE AZLE-VEALE STATION ROAD,
 CS3142'12 FEET E OF A BOARD GATE, AND 4 FEET N OF AN E-W FENCE
 CS3142'LINE.  THE MARK IS A 6-INCH PIPE FILLED WITH CONCRETE WITH
 CS3142'A STANDARD DISK SET IN THE TOP.  IT IS STAMPED TEX NO 13Y
 CS3142'1924 AND PROJECTS 8 INCHES.
 CS3142'
 CS3142'THE AZIMUTH MARK IS 0.6 MILE W OF THE STATION AND ON THE
 CS3142'EASTERN SLOPE OF A HILL.  IT IS 25 FEET N OF THE APPROXIMATE
 CS3142'CENTER LINE OF THE AZLE-VEAL STATION ROAD, 5 FEET E OF A
 CS3142'WHITE WOODEN WITNESS POST, AND 1 FOOT S OF AN E-W FENCE
 CS3142'LINE.  IT IS A BRONZE AZIMUTH DISK STAMPED BRITAN 1946 AND
 CS3142'SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS 6 INCHES.
 CS3142'
 CS3142'TO REACH THE STATION FROM THE MAIN INTERSECTION OF THE SMALL
 CS3142'VILLAGE OF AZLE ON STATE HIGHWAY 199, GO S 0.2 MILE TO RIGHT
 CS3142'FORK IN THE ROAD, KEEP RIGHT FORK (AZLE-VEALE STATION ROAD)
 CS3142'AND GO 4.8 MILES TO A FARMHOUSE ON THE LEFT AND STATION AS
 CS3142'DESCRIBED.
 CS3142'
 CS3142'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W FOR 0.6
 CS3142'MILE AND THE MARK ON THE RIGHT AS DESCRIBED.
 CS3142'
 CS3142'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CS3142'BRITAN TO U.S.G.S. P.T.S. TEX NO 13Y 1924.  IT IS 56.204
 CS3142'METERS, 184.58 FEET, WNW OF THE STATION.
 CS3142'
 CS3142'HEIGHT OF LIGHT ABOVE STATION MARK - 25 METERS.
 CS3142
 CS3142                          STATION RECOVERY (1951)
 CS3142
 CS3142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBP)
 CS3142'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CS3142'AS DESCRIBED.
 CS3142
 CS3142                          STATION RECOVERY (1960)
 CS3142
 CS3142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS3142'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 CS3142'MARK NO. 1 HAS BEEN PARTIALLY UPROOTED.  REFERENCE MARK
 CS3142'NO. 2 COULD NOT BE LOCATED.  DIRECTIONS FOR PROCEEDING TO
 CS3142'STATION SITE ARE CORRECT.
 CS3142
 CS3142                          STATION RECOVERY (1963)
 CS3142
 CS3142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3142'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 CS3142'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 WAS FOUND TO
 CS3142'BE DESTROYED.  U.S.G.S. P.T.S. 13Y (REFERENCE MARK NO. 2)
 CS3142'WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THE MARK
 CS3142'IS LOST AS THE DISTANCE IT WAS FROM THE STATION MARK SHOWS
 CS3142'THE MARK WOULD BE IN THE CENTER OF A DRIVEWAY.
 CS3142'
 CS3142'THE STATION WAS REACHED FROM THE CAUTION LIGHT ON THE MAIN
 CS3142'STREET IN AZLE, BY GOING SOUTHWESTERLY ON A BLACK-TOP ROAD
 CS3142'FOR 0.3 MILE TO A ROAD FORK AT THE ASH CREEK BAPTIST CHURCH
 CS3142'(S. STEWART STREET AND SILVER CREEK ROAD), TAKE RIGHT FORK,
 CS3142'GO WESTERLY FOR 2.0 MILES TO A T-ROAD JUNCTION OF FARM ROAD
 CS3142'1707.  TURN LEFT, AND FOLLOW FARM ROAD 1707 FOR 0.6 MILE
 CS3142'TO A CROSSROAD.  TURN RIGHT, GO 0.6 MILE TO A SIDE ROAD
 CS3142'ON THE RIGHT.  KEEP STRAIGHT AHEAD, GO 1.5 MILE TO STATION
 CS3142'ON THE LEFT.  CONTINUE, NORTHWESTERLY, ON THE GRADED ROAD
 CS3142'FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CS3142
 CS3142                          STATION RECOVERY (1997)
 CS3142
 CS3142'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3142'MARK NOT FOUND.
 CS3142
 CS3142                          STATION RECOVERY (2005)
 CS3142
 CS3142'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGC)
 CS3142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0451 ***********************************************************************
 BQ0451  DESIGNATION -  BRITE
 BQ0451  PID         -  BQ0451
 BQ0451  STATE/COUNTY-  TX/PRESIDIO
 BQ0451  USGS QUAD   -  CAPOTE FALLS (1979)
 BQ0451
 BQ0451                         *CURRENT SURVEY CONTROL
 BQ0451  ___________________________________________________________________
 BQ0451* NAD 83(1993)-  30 10 08.21624(N)    104 32 26.54410(W)     ADJUSTED  
 BQ0451* NAVD 88     -      1946.     (meters)    6385.     (feet)  SCALED    
 BQ0451  ___________________________________________________________________
 BQ0451  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 BQ0451  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BQ0451
 BQ0451  HORZ ORDER  -  FIRST
 BQ0451
 BQ0451.The horizontal coordinates were established by classical geodetic methods
 BQ0451.and adjusted by the National Geodetic Survey in February 1996..
 BQ0451
 BQ0451.The orthometric height was scaled from a topographic map.
 BQ0451
 BQ0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0451
 BQ0451.The geoid height was determined by GEOID03.
 BQ0451
 BQ0451;                    North         East     Units Scale Factor Converg.
 BQ0451;SPC TXSC     - 4,271,496.188    66,521.880   MT  0.99996896   -2 42 52.1
 BQ0451;SPC TXSC     -14,014,067.08    218,247.20   sFT  0.99996896   -2 42 52.1
 BQ0451;UTM  13      - 3,337,595.584   544,222.785   MT  0.99962413   +0 13 51.0
 BQ0451
 BQ0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0451!SPC TXSC     -   0.99969808  x   0.99996896  =   0.99966704
 BQ0451!UTM  13      -   0.99969808  x   0.99962413  =   0.99932232
 BQ0451
 BQ0451:                Primary Azimuth Mark                     Grid Az
 BQ0451:SPC TXSC     -  BRITE AZ MK                              015 39 21.2
 BQ0451:UTM  13      -  BRITE AZ MK                              012 42 38.1
 BQ0451
 BQ0451|---------------------------------------------------------------------|
 BQ0451| PID    Reference Object                     Distance      Geod. Az  |
 BQ0451|                                                           dddmmss.s |
 BQ0451| CH8461 BRITE AZ MK                                        0125629.1 |
 BQ0451| CH8462 BRITE RM 1                           20.857 METERS 10004     |
 BQ0451| CH8463 BRITE RM 2                           15.971 METERS 18815     |
 BQ0451|---------------------------------------------------------------------|
 BQ0451
 BQ0451                          SUPERSEDED SURVEY CONTROL
 BQ0451
 BQ0451  NAD 83(1986)-  30 10 08.20991(N)    104 32 26.54355(W) AD(       ) 1
 BQ0451  NAD 27      -  30 10 07.65200(N)    104 32 24.81200(W) AD(       ) 1
 BQ0451
 BQ0451.Superseded values are not recommended for survey control.
 BQ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0451.See file dsdata.txt to determine how the superseded data were derived.
 BQ0451
 BQ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4422337596(NAD 83)
 BQ0451_MARKER: DS = TRIANGULATION STATION DISK
 BQ0451_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0451
 BQ0451  HISTORY     - Date     Condition        Report By
 BQ0451  HISTORY     - 1934     MONUMENTED       CGS
 BQ0451  HISTORY     - 1942     GOOD             CGS
 BQ0451
 BQ0451                          STATION DESCRIPTION
 BQ0451
 BQ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0451'STATION IS ABOUT 9 MILES E OF CANDELARIA, 15 MILES NE OF
 BQ0451'RUIDOSA, AND 11 MILES S OF BRITES RANCH.  ON THE HIGHEST POINT
 BQ0451'OF A LONG RIDGE EXTENDING N AND S ALONG THE EDGE OF RIM AND
 BQ0451'ABOUT 2 MILES S FROM THE N END OF RIDGE.  RIDGE BLUFFS OFF
 BQ0451'VERY SHARP TO W AND SLOPES GRADUALLY TO THE E.
 BQ0451'
 BQ0451'STATION, AND REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BQ0451'DISKS SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BQ0451'
 BQ0451'AZIMUTH MARK IS ON THE FIRST PEAK NNE OF THE STATION.
 BQ0451'
 BQ0451'THE DISTANCE BETWEEN REFERENCE MARKS IS 84 FEET.
 BQ0451'
 BQ0451'THE STATION MAY BE REACHED FROM THE CLEVELAND RANCH BY GOING
 BQ0451'E 0.25 MILE TO A FORKS.  TAKE THE RIGHT FORK AND GO 0.1 MILE.
 BQ0451'LEAVE MAIN ROAD, TAKING LEFT FORK, AND GO 0.25 MILE.  TAKE
 BQ0451'THE RIGHT FORK, KEEPING ON THE N SIDE OF CREEK, AND GO 1.65
 BQ0451'MILES TO A LARGE METAL TANK.  CONTINUE NE 0.3 MILE TO A
 BQ0451'CROSSROADS.  HERE TURN LEFT, N, FOLLOWING BOTTOM OF DRAW ON MAIN
 BQ0451'ROAD 7.4 MILES, PASSING THROUGH A WIRE GATE AT 4.0
 BQ0451'MILES, TO A CROSSROADS ABOUT 0.25 MILE W OF BRITES LOWER
 BQ0451'RANCH.  TURN LEFT, W, ON SCRAPED ROAD AND GO 1.85 MILES
 BQ0451'TO THE NE END OF A ROCK LEVEE.  FROM HERE, TURN LEFT,
 BQ0451'SW, ON A DIM ROAD AND GO 0.65 MILE TO A LARGE METAL
 BQ0451'TANK.  FROM TANK GO SW ACROSS FLATS 0.4 MILE TO BASE OF
 BQ0451'RIDGE AND END OF TRUCK TRAVEL.  FROM TRUCK GO SW UP CREEK ABOUT
 BQ0451'1/2 MILE, THEN BEAR RIGHT TO TOP OF LOW RIDGE EXTENDING TO
 BQ0451'TOP OF MAIN RIDGE.  BEAR LEFT AGAIN AND FOLLOW RIDGE TO
 BQ0451'TOP OF MAIN RIDGE AND STATION.  ABOUT A FIFTY-MINUTE
 BQ0451'CLIMB.
 BQ0451'
 BQ0451'WATER MAY BE OBTAINED AT THE CLEVELAND RANCH OR IN METAL TANK.
 BQ0451
 BQ0451                          STATION RECOVERY (1942)
 BQ0451
 BQ0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0451'STATION WAS FOUND AS DESCRIBED.  ALL MARKS IN GOOD CONDITION
 BQ0451'AND THE ORIGINAL STAND OVER THE STATION.
 BQ0451'
 BQ0451'LOCATED 9 MILES E OF CANDELARIA, 15 MILES NE OF RUIDOSA,
 BQ0451'AND 11 MILES S OF BRITES RANCH, ON THE HIGHEST POINT OF A LONG
 BQ0451'RIDGE EXTENDING N AND S ALONG THE EDGE OF THE RIM, AND ABOUT
 BQ0451'2 MILES S FROM THE N END OF THE RIDGE.  THE RIDGE SLOPES OFF
 BQ0451'GRADUALLY TO THE E, BUT DROPS OFF SHARPLY TO THE W, OVERLOOKING
 BQ0451'THE RIO GRANDE RIVER CANYON.  THE MOUNTAIN IS THE FIRST
 BQ0451'MOUNTAIN S OF CAPOTE MOUNTAIN.
 BQ0451'
 BQ0451'STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 BQ0451'HOLE IN BEDROCK, AND IS FLUSH WITH THE GROUND.  IT IS ABOUT
 BQ0451'17 FEET E OF THE RIM ROCKED W EDGE OF THE HILL.  IT IS STAMPED
 BQ0451'BRITE 1934.
 BQ0451'
 BQ0451'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK CEMENTED IN
 BQ0451'A DRILL HOLE IN BEDROCK, AND PROJECTS ABOUT 3 INCHES ABOVE
 BQ0451'GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS
 BQ0451'STAMPED BRITE NO. 1 1934.
 BQ0451'
 BQ0451'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN A
 BQ0451'DRILL HOLE IN BEDROCK, AND PROJECTS ABOUT 15 INCHES ABOVE THE
 BQ0451'GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 BQ0451'IS STAMPED BRITE NO. 2 1934.
 BQ0451'
 BQ0451'THE AZIMUTH MARK IS ON THE FIRST HIGH POINT.  IT IS A STANDARD
 BQ0451'BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK, AND PROJECTS
 BQ0451'ABOUT 30 INCHES ABOVE THE GROUND.  IT IS STAMPED BRITE 1934.
 BQ0451'
 BQ0451'REACHED FROM MARFA BY GOING W ON U.S. HIGHWAY 90 FOR 10.8
 BQ0451'MILES TO A SIDE ROAD LEFT, THENCE TURN LEFT ON DIRT ROAD AND
 BQ0451'GO WESTERLY ACROSS CATTLE GUARD AND RIGHT FORK AS PER SIGN
 BQ0451'BRITES FOR 16.3 MILES TO A LOW CONCRETE TANK ON THE LEFT,
 BQ0451'THENCE CONTINUE WESTERLY DOWN THROUGH PASS AND ACROSS CAPOTE
 BQ0451'DRAW FOR 5.6 MILES TO A BLADED ROAD COMING IN FROM THE LEFT,
 BQ0451'AT A POINT 100 YARDS E OF A CATTLE GUARD.  (THIS FORK IS
 BQ0451'0.9 MILE E OF THE BRITES RANCH HEADQUARTERS).  HERE TURN SHARP
 BQ0451'LEFT AND FOLLOW THE BLADED ROAD SOUTHERLY FOR 0.9 MILE TO
 BQ0451'A FORKS, THENCE RIGHT FORK AND CONTINUE SOUTHERLY ALONG THE
 BQ0451'E SIDE OF CAPOTE MOUNTAIN AND ACROSS FLATS FOR 7.7 MILES TO
 BQ0451'2 WINDMILLS AND A WATER TANK, THENCE CONTINUE SOUTHERLY
 BQ0451'ON BLADED ROAD FOR 2.0 MILES TO THE N END OF A ROCK
 BQ0451'LEVEE, THENCE CONTINUE SOUTHERLY ON THE BLADED ROAD (RIGHT
 BQ0451'FORK) FOR 0.6 MILE TO A LARGE METAL WATER TANK, THENCE
 BQ0451'CONTINUE SOUTHWESTERLY ON DIM TRACK ROAD ALONG SHALLOW WASH
 BQ0451'FOR 0.4 MILE UP INTO CANYON AND END OF TRUCK TRAVEL.
 BQ0451'THIS LAST 0.4 MILE IS VERY ROCKY, AND FOLLOWS ALONG THE E
 BQ0451'SIDE OF THE WASH CLOSELY.  FROM HERE CONTINUE UP THE
 BQ0451'MAIN CANYON BOTTOM FOR ABOUT 1/2 MILE TO WHERE THE CANYON
 BQ0451'FORKS.  FROM HERE BEAR TO THE RIGHT UP SIDEHILL JUST TO THE
 BQ0451'LEFT OF A SMALL BUT PROMINENT ROCKY BUTTE, THENCE CONTINUE
 BQ0451'WESTERLY TO THE TOP OF THE RIDGE, THENCE LEFT AND GO
 BQ0451'ABOUT 0.75 MILE SOUTHWESTERLY TO THE TOP OF THE HIGHEST
 BQ0451'POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1474 ***********************************************************************
 DN1474  DESIGNATION -  BRITE
 DN1474  PID         -  DN1474
 DN1474  STATE/COUNTY-  TX/MONTAGUE
 DN1474  USGS QUAD   -  BRUSHY MOUND (1979)
 DN1474
 DN1474                         *CURRENT SURVEY CONTROL
 DN1474  ___________________________________________________________________
 DN1474* NAD 83(1993)-  33 31 43.39982(N)    097 54 21.10353(W)     ADJUSTED  
 DN1474* NAVD 88     -       324.2    (meters)    1064.     (feet)  VERTCON   
 DN1474  ___________________________________________________________________
 DN1474  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DN1474  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DN1474
 DN1474  HORZ ORDER  -  THIRD
 DN1474
 DN1474.The horizontal coordinates were established by classical geodetic methods
 DN1474.and adjusted by the National Geodetic Survey in February 1996..
 DN1474
 DN1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1474
 DN1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1474
 DN1474.The geoid height was determined by GEOID03.
 DN1474
 DN1474;                    North         East     Units Scale Factor Converg.
 DN1474;SPC TXNC     - 2,206,642.232   655,185.149   MT  0.99990719   +0 19 26.5
 DN1474;SPC TXNC     - 7,239,625.39  2,149,553.28   sFT  0.99990719   +0 19 26.5
 DN1474;UTM  14      - 3,710,439.492   601,598.260   MT  0.99972726   +0 36 15.9
 DN1474
 DN1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1474!SPC TXNC     -   0.99995333  x   0.99990719  =   0.99986053
 DN1474!UTM  14      -   0.99995333  x   0.99972726  =   0.99968061
 DN1474
 DN1474                          SUPERSEDED SURVEY CONTROL
 DN1474
 DN1474  NAD 83(1993)-  33 31 43.40153(N)    097 54 21.10135(W) AD(       ) 3
 DN1474  NAD 83(1986)-  33 31 43.40326(N)    097 54 21.09013(W) AD(       ) 3
 DN1474  NGVD 29 (07/26/91)  324.2    (m)         1064.     (f) VERT ANG       
 DN1474
 DN1474.Superseded values are not recommended for survey control.
 DN1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1474.See file dsdata.txt to determine how the superseded data were derived.
 DN1474
 DN1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0159810439(NAD 83)
 DN1474_MARKER: DS = TRIANGULATION STATION DISK
 DN1474_SETTING: 0 = UNSPECIFIED SETTING
 DN1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1474+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 DN1474
 DN1474  HISTORY     - Date     Condition        Report By
 DN1474  HISTORY     - 1958     MONUMENTED       USGS
 DN1474  HISTORY     - 20040504 GOOD             INDIV
 DN1474
 DN1474                          STATION DESCRIPTION
 DN1474
 DN1474'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1474'BRITE, MONTAGUE COUNTY, TEXAS, BOWIE, JUNCTION U.S. HIGHWAY 287 AND
 DN1474'STATE HIGHWAY 59, W. ON STATE HIGHWAY 59 4.1 MI. TO A T-RD. S., IN
 DN1474'A SE. FENCE CORNER, 2 FT. E. AND 3 FT. S. OF, IN A CONCRETE POST, A
 DN1474'STANDARD TABLET (USGS), STAMPED---BRITE-ET 1958---.
 DN1474'
 DN1474'STATION IS 2.60 MI. NW. OF BM 10 DHW.
 DN1474'
 DN1474'STATION MARK--STANDARD TABLET STAMPED---BRITE-ET 1958---.
 DN1474
 DN1474                          STATION RECOVERY (2004)
 DN1474
 DN1474'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (IJS)
 DN1474'RECOVERED AS DESCRIBED.
 DN1474'PROJECTS ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3047 ***********************************************************************
 BX3047  DESIGNATION -  BRITTAIN RESET
 BX3047  PID         -  BX3047
 BX3047  STATE/COUNTY-  TX/SHELBY
 BX3047  USGS QUAD   -  PATROON NORTH (1984)
 BX3047
 BX3047                         *CURRENT SURVEY CONTROL
 BX3047  ___________________________________________________________________
 BX3047* NAD 83(1993)-  31 37 47.20456(N)    093 53 14.30671(W)     ADJUSTED  
 BX3047* NAVD 88     -        95.6    (meters)     314.     (feet)  VERTCON   
 BX3047  ___________________________________________________________________
 BX3047  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BX3047  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BX3047
 BX3047  HORZ ORDER  -  FIRST
 BX3047
 BX3047.The horizontal coordinates were established by classical geodetic methods
 BX3047.and adjusted by the National Geodetic Survey in February 1996..
 BX3047
 BX3047.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX3047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX3047
 BX3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3047
 BX3047.The geoid height was determined by GEOID03.
 BX3047
 BX3047;                    North         East     Units Scale Factor Converg.
 BX3047;SPC TX C     - 3,235,338.691 1,311,162.184   MT  0.99994172   +3 19 12.3
 BX3047;SPC TX C     -10,614,607.02  4,301,704.60   sFT  0.99994172   +3 19 12.3
 BX3047;SPC LA N     -   126,106.725   868,398.124   MT  0.99992729   -0 44 00.5
 BX3047;SPC LA N     -   413,735.15  2,849,069.51   sFT  0.99992729   -0 44 00.5
 BX3047;UTM  15      - 3,499,742.410   415,852.534   MT  0.99968733   -0 27 55.3
 BX3047
 BX3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3047!SPC TX C     -   0.99998917  x   0.99994172  =   0.99993089
 BX3047!SPC LA N     -   0.99998917  x   0.99992729  =   0.99991646
 BX3047!UTM  15      -   0.99998917  x   0.99968733  =   0.99967650
 BX3047
 BX3047|---------------------------------------------------------------------|
 BX3047| PID    Reference Object                     Distance      Geod. Az  |
 BX3047|                                                           dddmmss.s |
 BX3047| CV8144 BRITTAIN RM 3                        27.025 METERS 00012     |
 BX3047| CV8145 BRITTAIN RM 4                        29.950 METERS 23212     |
 BX3047| CV8143 BRITTAIN RM 2                                      25916     |
 BX3047| CV8141 BRITTAIN AZ MK                                     3221424.9 |
 BX3047| CV8142 BRITTAIN RM 1                        31.410 METERS 33239     |
 BX3047|---------------------------------------------------------------------|
 BX3047
 BX3047                          SUPERSEDED SURVEY CONTROL
 BX3047
 BX3047  NAD 83(1993)-  31 37 47.21107(N)    093 53 14.30262(W) AD(       ) 1
 BX3047  NAD 83(1986)-  31 37 47.21267(N)    093 53 14.30186(W) AD(       ) 1
 BX3047  NAD 27      -  31 37 46.58017(N)    093 53 13.62350(W) AD(       ) 1
 BX3047  NGVD 29 (07/19/86)   95.7    (m)          314.     (f) VERT ANG       
 BX3047
 BX3047.Superseded values are not recommended for survey control.
 BX3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3047.See file dsdata.txt to determine how the superseded data were derived.
 BX3047
 BX3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ1585399742(NAD 83)
 BX3047_MARKER: DS = TRIANGULATION STATION DISK
 BX3047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX3047_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX3047
 BX3047  HISTORY     - Date     Condition        Report By
 BX3047  HISTORY     - 1971     MONUMENTED       NGS
 BX3047
 BX3047                          STATION DESCRIPTION
 BX3047
 BX3047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3047'MEASUREMENTS WERE MADE WITH A 30 METER AND 300 FOOT TAPE 5
 BX3047'KGS. TENSION.  NO MEASUREMENTS BETWEEN THE R.M.S DUE TO HEAVY
 BX3047'BRUSH ON LINE.
 BX3047'
 BX3047'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND
 BX3047'FOUND IN GOOD CONDITION.  THE STATION MARK WAS LOCATED ON TOP
 BX3047'OF EARTH MOUND AND WAS IN DANGER OF BEING DESTROYED.  A
 BX3047'NEW SUBSURFACE AND SURFACE DISK WAS ESTABLISHED HOLDING THE
 BX3047'ORIGINAL POSITION.  REFERENCE MARK 2 HAS BEEN DESTROYED.  A
 BX3047'NEW REFERENCE MARK 3 AND 4 AND A NEW AZIMUTH MARK WAS
 BX3047'ESTABLISHED AT THIS DATE.  NO AZIMUTH MARK WAS ESTABLISHED IN
 BX3047'1931.
 BX3047'
 BX3047'THE DISTANCE TO REFERENCE MARK 1 CHECKED THE 1931 DATA ADEQUATELY.
 BX3047'THE HORIZONTAL DIRECTION WAS FOUND IN ERROR BY 1 MINUTE AND
 BX3047'26 SECONDS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BX3047'
 BX3047'THE STATION IS ABOUT 11 MILES NORTH-NORTHEAST OF GENEVA, 9 MILES
 BX3047'SOUTH OF HUXLEY, 5.5 MILES EAST OF PATROON AND ON LAND OWNED
 BX3047'BY THE SABINE NATIONAL FOREST, MR. L.J. MOORE, SAN AUGUSTINE,
 BX3047'TEXAS.
 BX3047'
 BX3047'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 AND
 BX3047'FARM ROAD 2261 AT PATROON, GO EAST ON FARM ROAD 2261 FOR 5.65
 BX3047'MILES TO A SIDE ROAD LEFT AND SIGN NATIONAL FOREST BOAT
 BX3047'RAMP EAST HAMILTON.  TURN LEFT AND GO NORTH ON FOREST SERVICE
 BX3047'ROAD 125 FOR 1.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 BX3047'EAST ON A GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT AND
 BX3047'SIGN EAST HAMILTON CEMETERY.  TURN LEFT AND GO NORTH ON A
 BX3047'GRAVELED ROAD FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK AND GO
 BX3047'NORTHEAST ON A TRACK ROAD FOR 0.2 MILE TO THE END OF
 BX3047'THE TRACK ROAD AND AN OLD GRAVEL PIT AND THE STATION.
 BX3047'
 BX3047'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 BX3047'TRACK ROAD FOR 0.1 MILE TO A DIM TRACK ROAD ON THE RIGHT.
 BX3047'TURN RIGHT AND GO NORTH ON THE DIM TRACK ROAD FOR 0.2 MILE TO
 BX3047'THE AZIMUTH MARK.
 BX3047'
 BX3047'STATION MARKS ARE STANDARD DISKS STAMPED BRITTAIN 1931 1971.
 BX3047'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BX3047'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 BX3047'IT IS 82 FEET SOUTHEAST OF THE TRACK ROAD AND 74 FEET SOUTHWEST
 BX3047'OF A 12-INCH PINE TREE.
 BX3047'
 BX3047'REFERENCE MARK 1, A STANDARD DISK STAMPED BRITTAIN NO 1 1931,
 BX3047'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 BX3047'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 BX3047'
 BX3047'REFERENCE MARK 3, A STANDARD DISK STAMPED BRITTAIN 1931 NO 3
 BX3047'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX3047'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 BX3047'IT IS 2.6 FEET WEST OF A METAL WITNESS POST.
 BX3047'
 BX3047'REFERENCE MARK 4, A STANDARD DISK STAMPED BRITTAIN 1931 NO 4
 BX3047'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX3047'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 BX3047'IT IS 3 FEET EAST OF A METAL WITNESS POST.
 BX3047'
 BX3047'THE AZIMUTH MARK, A STANDARD DISK STAMPED BRITTAIN 1931 1971,
 BX3047'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX3047'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 4.4 FEET WEST
 BX3047'OF A 14-INCH OAK TREE AND 2 FEET SOUTH OF A METAL WITNESS
 BX3047'POST.
 BX3047'
 BX3047'HEIGHT OF LIGHT ABOVE STATION MARK 122.4 FEET.
 BX3047'
 BX3047'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES EAST
 BX3047'OF PATROON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0768 ***********************************************************************
 DO0768  DESIGNATION -  BRITTON
 DO0768  PID         -  DO0768
 DO0768  STATE/COUNTY-  TX/YOUNG
 DO0768  USGS QUAD   -  SOUTH BEND (1981)
 DO0768
 DO0768                         *CURRENT SURVEY CONTROL
 DO0768  ___________________________________________________________________
 DO0768* NAD 83(1993)-  33 01 54.67405(N)    098 38 24.05709(W)     ADJUSTED  
 DO0768* NAVD 88     -       370.7    (meters)    1216.     (feet)  VERTCON   
 DO0768  ___________________________________________________________________
 DO0768  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DO0768  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DO0768
 DO0768  HORZ ORDER  -  FIRST
 DO0768
 DO0768.The horizontal coordinates were established by classical geodetic methods
 DO0768.and adjusted by the National Geodetic Survey in February 1996..
 DO0768
 DO0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0768
 DO0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0768
 DO0768.The geoid height was determined by GEOID03.
 DO0768
 DO0768;                    North         East     Units Scale Factor Converg.
 DO0768;SPC TXNC     - 2,151,393.915   586,921.441   MT  0.99987268   -0 04 34.9
 DO0768;SPC TXNC     - 7,058,364.87  1,925,591.43   sFT  0.99987268   -0 04 34.9
 DO0768;UTM  14      - 3,654,875.845   533,616.220   MT  0.99961393   +0 11 46.4
 DO0768
 DO0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0768!SPC TXNC     -   0.99994638  x   0.99987268  =   0.99981907
 DO0768!UTM  14      -   0.99994638  x   0.99961393  =   0.99956034
 DO0768
 DO0768:                Primary Azimuth Mark                     Grid Az
 DO0768:SPC TXNC     -  GRAHAM PL MICROWAVE                      065 16 22.4
 DO0768:UTM  14      -  GRAHAM PL MICROWAVE                      065 00 01.1
 DO0768
 DO0768|---------------------------------------------------------------------|
 DO0768| PID    Reference Object                     Distance      Geod. Az  |
 DO0768|                                                           dddmmss.s |
 DO0768| DO0740 GRAHAM PL MICROWAVE                 APPROX.18.6 KM 0651147.5 |
 DO0768| CX7659 BRITTON RM 1                         13.582 METERS 06803     |
 DO0768| CX8897 GAGING STATION                                     2080449.2 |
 DO0768| DO0769 SIDNEY MOUNTAIN                      10.099 METERS 22614     |
 DO0768|---------------------------------------------------------------------|
 DO0768
 DO0768                          SUPERSEDED SURVEY CONTROL
 DO0768
 DO0768  NAD 83(1993)-  33 01 54.67534(N)    098 38 24.05280(W) AD(       ) 1
 DO0768  NAD 83(1986)-  33 01 54.67547(N)    098 38 24.04098(W) AD(       ) 1
 DO0768  NAD 27      -  33 01 54.25380(N)    098 38 22.83018(W) AD(       ) 1
 DO0768  NGVD 29 (07/19/86)  370.6    (m)         1216.     (f) VERT ANG       
 DO0768
 DO0768.Superseded values are not recommended for survey control.
 DO0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0768.See file dsdata.txt to determine how the superseded data were derived.
 DO0768
 DO0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3361654876(NAD 83)
 DO0768_MARKER: DS = TRIANGULATION STATION DISK
 DO0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0768_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0768
 DO0768  HISTORY     - Date     Condition        Report By
 DO0768  HISTORY     - 1975     MONUMENTED       NGS
 DO0768  HISTORY     - 20010325 GOOD             USPSQD
 DO0768  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0768
 DO0768                          STATION DESCRIPTION
 DO0768
 DO0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0768'NO MEASUREMENT BETWEEN THE MARKS DUE TO TOWER ON LINE.
 DO0768'
 DO0768'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF GRAHAM, 0.6 MILE
 DO0768'NORTH OF THE BRAZOS RIVER BRIDGE AND ON LAND OWNED BY H.R. BRITTON,
 DO0768'830 KENTUCKY STREET, GRAHAM, TEXAS, TELEPHONE NUMBER 549-0631.
 DO0768'
 DO0768'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 380
 DO0768'AND STATE HIGHWAY 67 IN GRAHAM, GO SOUTH ON STATE HIGHWAY 67 FOR 7.0
 DO0768'MILES TO A PAVED SIDE ROAD RIGHT AND METAL GATE, (CONTINUE
 DO0768'SOUTH ON STATE HIGHWAY 67 FOR 0.5 MILE TO THE BRAZOS RIVER BRIDGE
 DO0768'AND THE USGS MARK ON THE NORTH END OF THE BRIDGE).  TURN RIGHT,
 DO0768'PASSING THROUGH GATE, THEN RIGHT AND GO NORTH ON A BLADED ROAD,
 DO0768'UPHILL, FOR 0.2 MILE TO A FENCELINE, BEAR LEFT ALONG FENCELINE
 DO0768'AND GO SOUTHERLY FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DO0768'
 DO0768'STATION MARKS ARE STANDARD DISKS STAMPED BRITTON 1975.  THE
 DO0768'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0768'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 22 FEET EAST
 DO0768'OF THE FENCELINE AND METAL WITNESS POST AND 13 FEET EAST OF A DIM
 DO0768'TRACK ROAD.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 DO0768'IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 DO0768'
 DO0768'REFERENCE MARK 1, A STANDARD DISK STAMPED BRITTON NO 1 1975, IS
 DO0768'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0768'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 47 FEET
 DO0768'NORTHEAST OF THE FENCELINE AND METAL WITNESS POST AND 29 FEET EAST
 DO0768'OF THE FENCELINE.
 DO0768'
 DO0768'USGS GAGING STATION, A STANDARD GEOLOGICAL GAGING STATION REFERENCE
 DO0768'MARK DISK WITH NO STAMPING, IS CEMENTED IN A DRILL HOLE IN THE
 DO0768'FOUNDATION OF THE NORTH END OF THE BRIDGE.  IT IS 14 FEET EAST OF
 DO0768'THE CENTERLINE OF STATE HIGHWAY 67.
 DO0768'
 DO0768'SIDNEY MOUNTAIN USGS, THE DISK WAS FOUND TO BE DESTROYED, BUT THE
 DO0768'DRILL HOLE WAS RECOVERED AND ALL DIRECTIONS AND DISTANCE OBSERVED
 DO0768'FROM THE CENTER OF THE DRILL HOLE.  IT IS 31 FEET EAST OF THE
 DO0768'FENCELINE.
 DO0768'
 DO0768'HEIGHT OF LIGHT ABOVE STATION MARK 10.6 METERS.
 DO0768
 DO0768                          STATION RECOVERY (2001)
 DO0768
 DO0768'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0768'RECOVERED IN GOOD CONDITION.
 DO0768
 DO0768                          STATION RECOVERY (2005)
 DO0768
 DO0768'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2921 ***********************************************************************
 CS2921  DESIGNATION -  BRITTON
 CS2921  PID         -  CS2921
 CS2921  STATE/COUNTY-  TX/JOHNSON
 CS2921  USGS QUAD   -  BRITTON (1973)
 CS2921
 CS2921                         *CURRENT SURVEY CONTROL
 CS2921  ___________________________________________________________________
 CS2921* NAD 83(1993)-  32 32 12.27084(N)    097 06 29.46138(W)     ADJUSTED  
 CS2921* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 CS2921  ___________________________________________________________________
 CS2921  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 CS2921  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CS2921
 CS2921  HORZ ORDER  -  SECOND
 CS2921
 CS2921.The horizontal coordinates were established by classical geodetic methods
 CS2921.and adjusted by the National Geodetic Survey in February 1996..
 CS2921
 CS2921.The orthometric height was scaled from a topographic map.
 CS2921
 CS2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2921
 CS2921.The geoid height was determined by GEOID03.
 CS2921
 CS2921;                    North         East     Units Scale Factor Converg.
 CS2921;SPC TXNC     - 2,097,349.204   730,729.943   MT  0.99991273   +0 45 32.7
 CS2921;SPC TXNC     - 6,881,053.18  2,397,403.15   sFT  0.99991273   +0 45 32.7
 CS2921;UTM  14      - 3,601,509.835   677,657.070   MT  0.99998921   +1 01 03.9
 CS2921
 CS2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2921!SPC TXNC     -   0.99997287  x   0.99991273  =   0.99988560
 CS2921!UTM  14      -   0.99997287  x   0.99998921  =   0.99996208
 CS2921
 CS2921:                Primary Azimuth Mark                     Grid Az
 CS2921:SPC TXNC     -  MIDLOTHIAN MUNICIPAL TANK                118 08 49.6
 CS2921:UTM  14      -  MIDLOTHIAN MUNICIPAL TANK                117 53 18.4
 CS2921
 CS2921|---------------------------------------------------------------------|
 CS2921| PID    Reference Object                     Distance      Geod. Az  |
 CS2921|                                                           dddmmss.s |
 CS2921| CS2736 MIDLOTHIAN MUNICIPAL TANK           APPROX.12.3 KM 1185422.3 |
 CS2921| CX9884 BRITTON AZ MK                                      1241013.9 |
 CS2921| CX9885 BRITTON RM 1                         16.941 METERS 12520     |
 CS2921| CX9887 BRITTON RM 3                         16.690 METERS 12550     |
 CS2921| CX9888 BRITTON RM 4                         16.729 METERS 30514     |
 CS2921| CX9886 BRITTON RM 2                         16.740 METERS 30522     |
 CS2921| CS2923 MANSFIELD MUNICIPAL TANK            APPROX. 4.3 KM 3100920.2 |
 CS2921|---------------------------------------------------------------------|
 CS2921
 CS2921                          SUPERSEDED SURVEY CONTROL
 CS2921
 CS2921  NAD 83(1986)-  32 32 12.27604(N)    097 06 29.44272(W) AD(       ) 2
 CS2921  NAD 27      -  32 32 11.78500(N)    097 06 28.41200(W) AD(       ) 2
 CS2921
 CS2921.Superseded values are not recommended for survey control.
 CS2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2921.See file dsdata.txt to determine how the superseded data were derived.
 CS2921
 CS2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7765701510(NAD 83)
 CS2921_MARKER: DS = TRIANGULATION STATION DISK
 CS2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2921
 CS2921  HISTORY     - Date     Condition        Report By
 CS2921  HISTORY     - 1947     MONUMENTED       CGS
 CS2921  HISTORY     - 1948     GOOD             CGS
 CS2921  HISTORY     - 1959     GOOD             CGS
 CS2921  HISTORY     - 1960     GOOD             CGS
 CS2921  HISTORY     - 1966     GOOD             CGS
 CS2921  HISTORY     - 1968     GOOD             CGS
 CS2921  HISTORY     - 19940328 MARK NOT FOUND   USPSQD
 CS2921  HISTORY     - 19990608 MARK NOT FOUND   USPSQD
 CS2921
 CS2921                          STATION DESCRIPTION
 CS2921
 CS2921'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS2921'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY
 CS2921'287, ABOUT 8 MILES NORTHWEST OF MIDLOTHIAN AND 2 MILES SOUTHEAST
 CS2921'OF MANSFIELD.  IT IS ON THE NORTHEAST EDGE OF A CULTIVATED
 CS2921'FIELD, 37 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY AND
 CS2921'5 FEET SOUTHEAST OF A 4-INCH SQUARE WOODEN WITNESS POST
 CS2921'PROJECTING 3 FEET.  IT IS STAMPED BRITTON 1947 AND IS FLUSH WITH
 CS2921'THE SURFACE OF THE GROUND.
 CS2921'
 CS2921'REFERENCE MARK NO 1 IS 37 FEET SOUTHWEST OF THE CENTER OF THE
 CS2921'HIGHWAY.  IT IS STAMPED BRITTON NO 1 1947 AND IS FLUSH WITH
 CS2921'THE SURFACE OF THE GROUND.
 CS2921'
 CS2921'REFERENCE MARK NO. 2 IS 37 FEET SOUTHWEST OF THE CENTER OF THE
 CS2921'HIGHWAY.  IT IS STAMPED BRITTON NO 2 1947 AND IS FLUSH WITH
 CS2921'THE SURFACE OF THE GROUND.
 CS2921'
 CS2921'AZIMUTH MARK IS ON THE HIGHWAY RIGHT-OF-WAY, 33 FEET NORTHEAST
 CS2921'OF THE CENTER OF U.S. HIGHWAY 287 AND 15 FEET SOUTHWEST OF
 CS2921'4-INCH SQUARE CONCRETE HIGHWAY MARKER WITH NUMBERS 122+00
 CS2921'PAINTED ON THE NORTH SIDE.  IT IS STAMPED BRITTON 1947 AND IS
 CS2921'FLUSH WITH THE SURFACE OF THE GROUND.
 CS2921'
 CS2921'TO REACH THE STATION FROM THE INTERSECTIONS OF U.S. HIGHWAY
 CS2921'287 AND 67 IN MIDLOTHIAN GO NORTHWEST ON U.S. HIGHWAY 287
 CS2921'FOR 6.95 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CS2921'CONTINUED ON U.S. HIGHWAY 287 FOR 0.8 MILES TO THE STATION
 CS2921'ON THE LEFT AS DESCRIBED.
 CS2921'
 CS2921'A 74 FOOT SIGNAL AT MANSFIELD IS V.G.
 CS2921'
 CS2921'A 74 FOOT SIGNAL AT POOL IS VISIBLE AT 37 FEET.
 CS2921'
 CS2921'A 74 FOOT SIGNAL AT PATTON IS V.G.
 CS2921'
 CS2921'A 4 FOOT SIGNAL AT SOAP IS V.G.
 CS2921'
 CS2921'A 74 FOOT SIGNAL AT ESKRIDGE IS V.G.
 CS2921
 CS2921                          STATION RECOVERY (1948)
 CS2921
 CS2921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS2921'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1947 AND
 CS2921'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE
 CS2921'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  A COMPLETE NEW
 CS2921'DESCRIPTION FOLLOWS.
 CS2921'
 CS2921'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY
 CS2921'287, ABOUT 8 MILES NORTHWEST OF MIDLOTHIAN, AND ABOUT 2 MILES
 CS2921'SOUTH OF MANSFIELD.  IT IS ON THE NORTHEAST EDGE OF A CULTIVATED
 CS2921'FIELD, 37 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CS2921'AND 5 FEET SOUTHEAST OF A WITNESS POST.  THE DISK IS STAMPED
 CS2921'BRITTON 1947 AND IS SET FLUSH WITH THE GROUND.
 CS2921'
 CS2921'REFERENCE MARK NO. 1 IS 55.58 FEET SOUTHEAST OF THE STATION
 CS2921'AND 37 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  THE
 CS2921'DISK IS STAMPED BRITTON NO 1 1947 AND IS SET FLUSH WITH THE
 CS2921'GROUND.
 CS2921'
 CS2921'REFERENCE MARK NO. 2 IS 54.92 FEET NORTHWEST OF THE STATION
 CS2921'AND 37 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  THE
 CS2921'DISK IS STAMPED BRITTON NO 2 1947 AND IS SET FLUSH WITH THE
 CS2921'GROUND.
 CS2921'
 CS2921'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE SOUTHEAST OF
 CS2921'THE STATION, 33 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 CS2921'HIGHWAY 287, AND 15 FEET SOUTHWEST OF A 4 INCH, SQUARE CONCRETE
 CS2921'HIGHWAY MARKER WITH NUMBERS 122+00 PAINTED ON THE NORTH SIDE.
 CS2921'THE DISK IS STAMPED BRITTON 1947 AND IS SET FLUSH WITH THE
 CS2921'GROUND.
 CS2921'
 CS2921'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CS2921'287 AND 67 IN MIDLOTHIAN, GO NORTHWEST ON HIGHWAY 287 FOR 6.95
 CS2921'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON HIGHWAY
 CS2921'287 FOR 0.8 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CS2921'
 CS2921'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 CS2921'
 CS2921'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 CS2921'
 CS2921'A 90 FOOT SIGNAL AT ALVARADO CAN BE SEEN FROM THE GROUND.
 CS2921'
 CS2921'A 64 FOOT SIGNAL AT SEIMAN 1947 CAN BE SEEN AT 37 FEET.
 CS2921
 CS2921                          STATION RECOVERY (1959)
 CS2921
 CS2921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2921'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED.  REFERENCE
 CS2921'MARK NO. 1 IS PROBABLY IN PLACE UNDER THE GRAVEL SURFACE OF THE
 CS2921'ROADWAY.  THE AZIMUTH MARK SITE IS IN THE EDGE OF A CULTIVATED
 CS2921'FIELD AND IT HAS PROBABLY BEEN DESTROYED.
 CS2921'
 CS2921'THE STATION IS ALONG THE SOUTHSIDE OF HIGHWAY U.S. 287, ABOUT
 CS2921'150 YARDS NORTHWEST OF THE JUNCTION OF STATE HIGHWAY NO. 157
 CS2921'AND NO. 287, 157 FEET NORTHWEST OF THE NORTHWEST END OF
 CS2921'THE CONCRETE BASE OF AN OLD GAS PUMP WHICH IS IN THE FRONT OF
 CS2921'AN OLD FILLING STATION HOUSE NOW USED AS A RESIDENCE.  IT IS
 CS2921'ABOUT 100 YARDS NORTHWEST OF THE JOHNSON STORE AT THE HIGHWAY
 CS2921'JUNCTION.  BOTH MARKS ARE FLUSH MARKS.
 CS2921
 CS2921                          STATION RECOVERY (1960)
 CS2921
 CS2921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2921'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 CS2921'MARK NO. 1 IS GONE.  REFERENCE MARK NO. 2 HAS BEEN HIT AND
 CS2921'IS SLIGHTLY TWISTED.  DIRECTIONS FOR PROCEEDING TO STATION
 CS2921'SITE ARE CORRECT.
 CS2921
 CS2921                          STATION RECOVERY (1966)
 CS2921
 CS2921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2921'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 CS2921'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND TO
 CS2921'BE DESTROYED.  TWO NEW REFERENCE MARKS WERE SET.  A COMPLETE
 CS2921'DESCRIPTION FOLLOWS--
 CS2921'
 CS2921'THE STATION IS ABOUT 8 MILES NORTHWEST OF MIDLOTHIAN, 2 MILES
 CS2921'SOUTH OF MANSFIELD, ALONG THE SOUTHWEST RIGHT-OF-WAY OF U.S.
 CS2921'HIGHWAY 287, AND ABOUT 150 YARDS NORTHWEST OF THE JUNCTION
 CS2921'OF STATE HIGHWAY 157.
 CS2921'
 CS2921'TO REACH THE STATION FROM THE POST OFFICE IN MANSFIELD, GO
 CS2921'SOUTHEAST ON U.S. HIGHWAY 287 FOR 2.85 MILES TO STATION ON
 CS2921'THE RIGHT.  CONTINUE ON THE HIGHWAY 0.75 MILE TO AZIMUTH MARK
 CS2921'ON THE LEFT.
 CS2921'
 CS2921'STATION MARK, A STANDARD DISK, STAMPED BRITTON 1947, IS SET
 CS2921'IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 CS2921'GROUND.  IT IS 37 FEET SOUTHWEST OF THE HIGHWAY CENTER LINE,
 CS2921'155 FEET NORTHWEST OF THE NORTH CORNER OF A HOUSE, 109 FEET
 CS2921'NORTHWEST OF THE DRIVEWAY ENTRANCE TO HOUSE, AND 21 FEET SOUTH
 CS2921'OF A HIGHWAY SIGN POST (MIDLOTHIAN 7 VENUS 10).
 CS2921'
 CS2921'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED BRITTON 1947
 CS2921'NO 3 1966, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH
 CS2921'SURFACE OF GROUND.  IT IS 144 FEET NORTH OF THE NORTH CORNER
 CS2921'OF HOUSE, AND 55 FEET NORTHWEST OF THE DRIVEWAY, AND 37.5
 CS2921'FEET SOUTHWEST OF THE HIGHWAY CENTER LINE.
 CS2921'
 CS2921'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED BRITTON 1947 NO 4
 CS2921'1966, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH SURFACE
 CS2921'OF GROUND.  IT IS 37 FEET SOUTHWEST OF THE HIGHWAY CENTER
 CS2921'LINE, AND 38 FEET WEST OF THE SIGN POST.
 CS2921'
 CS2921'AZIMUTH MARK, A STANDARD DISK, STAMPED BRITTON 1947, IS SET IN
 CS2921'A 10 IN X 10 IN CONCRETE POST FLUSH WITH SURFACE OF GROUND.
 CS2921'IT IS 34 FEET NORTHEAST OF THE HIGHWAY CENTER LINE, 298 FEET
 CS2921'SOUTHEAST OF THE NORTHEAST END OF A SMALL CONCRETE CULVERT
 CS2921'UNDER HIGHWAY 287, 14.5 FEET SOUTHWEST OF A METAL WITNESS
 CS2921'POST, AND AT TEXAS HIGHWAY DEPARTMENT HIGHWAY STATION 1122 + 15.
 CS2921'
 CS2921'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES
 CS2921'SOUTHEAST
 CS2921
 CS2921                          STATION RECOVERY (1968)
 CS2921
 CS2921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CS2921'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN
 CS2921'GOOD CONDITION AS DESCRIBED IN THE 1966 RECOVERY NOTE DESCRIPTION.
 CS2921'ROUTE PROCEEDING TO STATION SITE IS ADEQUATE.
 CS2921'
 CS2921'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES
 CS2921'SOUTHEAST OF MANSFIELD
 CS2921
 CS2921                          STATION RECOVERY (1994)
 CS2921
 CS2921'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2921'MARK NOT FOUND.
 CS2921
 CS2921                          STATION RECOVERY (1999)
 CS2921
 CS2921'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0730 ***********************************************************************
 DQ0730  DESIGNATION -  BRITTON
 DQ0730  PID         -  DQ0730
 DQ0730  STATE/COUNTY-  TX/TERRY
 DQ0730  USGS QUAD   -  POOL (1979)
 DQ0730
 DQ0730                         *CURRENT SURVEY CONTROL
 DQ0730  ___________________________________________________________________
 DQ0730* NAD 83(1993)-  33 17 57.25578(N)    102 24 26.27216(W)     ADJUSTED  
 DQ0730* NAVD 88     -      1053.2    (meters)    3455.     (feet)  VERTCON   
 DQ0730  ___________________________________________________________________
 DQ0730  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 DQ0730  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 DQ0730
 DQ0730  HORZ ORDER  -  FIRST
 DQ0730
 DQ0730.The horizontal coordinates were established by classical geodetic methods
 DQ0730.and adjusted by the National Geodetic Survey in February 1996..
 DQ0730
 DQ0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0730
 DQ0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0730
 DQ0730.The geoid height was determined by GEOID03.
 DQ0730
 DQ0730;                    North         East     Units Scale Factor Converg.
 DQ0730;SPC TXNC     - 2,187,802.314   236,214.910   MT  0.99988193   -2 07 51.7
 DQ0730;SPC TXNC     - 7,177,814.76    774,981.75   sFT  0.99988193   -2 07 51.7
 DQ0730;UTM  13      - 3,687,461.248   741,411.529   MT  1.00031860   +1 25 26.8
 DQ0730
 DQ0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0730!SPC TXNC     -   0.99983835  x   0.99988193  =   0.99972030
 DQ0730!UTM  13      -   0.99983835  x   1.00031860  =   1.00015690
 DQ0730
 DQ0730:                Primary Azimuth Mark                     Grid Az
 DQ0730:SPC TXNC     -  BROWNFIELD MUNICIPAL TANK                140 53 39.1
 DQ0730:UTM  13      -  BROWNFIELD MUNICIPAL TANK                137 20 20.6
 DQ0730
 DQ0730|---------------------------------------------------------------------|
 DQ0730| PID    Reference Object                     Distance      Geod. Az  |
 DQ0730|                                                           dddmmss.s |
 DQ0730| DQ0717 BROWNFIELD MUNICIPAL TANK           APPROX.17.6 KM 1384547.4 |
 DQ0730| CJ6720 BRITTON RM 1                        128.531 METERS 17847     |
 DQ0730| CJ6721 BRITTON RM 2                         60.536 METERS 25935     |
 DQ0730| CJ6719 BRITTON AZ MK                                      3413024.0 |
 DQ0730|---------------------------------------------------------------------|
 DQ0730
 DQ0730                          SUPERSEDED SURVEY CONTROL
 DQ0730
 DQ0730  NAD 83(1986)-  33 17 57.26305(N)    102 24 26.26609(W) AD(       ) 1
 DQ0730  NAD 27      -  33 17 56.92400(N)    102 24 24.58700(W) AD(       ) 1
 DQ0730  NGVD 29 (07/19/86) 1052.8    (m)         3454.     (f) VERT ANG       
 DQ0730
 DQ0730.Superseded values are not recommended for survey control.
 DQ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0730.See file dsdata.txt to determine how the superseded data were derived.
 DQ0730
 DQ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4141287461(NAD 83)
 DQ0730_MARKER: DS = TRIANGULATION STATION DISK
 DQ0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0730
 DQ0730  HISTORY     - Date     Condition        Report By
 DQ0730  HISTORY     - 1935     MONUMENTED       CGS
 DQ0730  HISTORY     - 1938     GOOD             TXHD
 DQ0730  HISTORY     - 1960     MARK NOT FOUND   HUMBLE
 DQ0730
 DQ0730                          STATION DESCRIPTION
 DQ0730
 DQ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0730'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF BROWNFIELD
 DQ0730'AND 1 MILE SOUTHEAST OF POOL SCHOOL.  IT IS IN THE SOUTHWEST
 DQ0730'QUARTER OF SEC. 42, BLOCK D-11 AND IS ON LAND OWNED BY O.T.
 DQ0730'BRITTON OF PLAINVIEW, AND AT PRESENT LEASED BY W.B. CYPERT.
 DQ0730'IT IS ON THE HIGHEST GROUND IN THE IMMEDIATE VICINITY.
 DQ0730'
 DQ0730'THE STATION MARK PROJECTS 2 INCHES AND IS IN THE NORTHWEST
 DQ0730'CORNER OF A FEED STACK LOT WHICH IS IN THE NORTHEAST CORNER OF
 DQ0730'FENCED AREA SURROUNDING CYPERTS HOUSE.
 DQ0730'
 DQ0730'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS ABOUT OF THE
 DQ0730'STATION.
 DQ0730'
 DQ0730'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS WEST OF THE
 DQ0730'STATION.
 DQ0730'
 DQ0730'AZIMUTH MARK PROJECTS 6 INCHES AND IS NORTHWEST OF THE
 DQ0730'STATION.  IT IS IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF A
 DQ0730'NORTH-AND-SOUTH AND AN EAST-AND-WEST SECTION LINE ROAD.
 DQ0730'(POOL SCHOOL IS ON THE NORTHWEST ANGLE E OF THIS INTERSECTION.)
 DQ0730'
 DQ0730'A 50-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
 DQ0730'
 DQ0730'TO REACH THE STATION FROM THE COURTHOUSE IN BROWNFIELD, GO
 DQ0730'EAST ON THE MAIN STREET, U.S. HIGHWAY 62 FOR 0.4 MILE TO A
 DQ0730'POINT WHERE U.S. HIGHWAY 62 TURNS LEFT OR NORTH.  FOLLOW
 DQ0730'U.S. HIGHWAY 62 NORTH 1.4 MILES, HERE U.S. HIGHWAY 62 TURNS
 DQ0730'NORTHEAST ALONG THE SOUTHEAST SIDE OF THE RAILROAD TRACKS.
 DQ0730'AT THIS POINT LEAVE U.S. HIGHWAY 62, CROSS RAILROAD TRACKS,
 DQ0730'AND CONTINUE NORTH ON MAIN GRADED ROAD 8.8 MILES TO A GRADED
 DQ0730'CROSS ROAD.  HERE TURN LEFT AND GO WEST ON MAIN GRADED ROAD
 DQ0730'7.3 MILES.  THEN TURN LEFT AND GO SOUTH ON GRADED ROAD 1.0
 DQ0730'MILE TO POOL SCHOOL ON THE RIGHT SIDE OF THE ROAD.  CONTINUE
 DQ0730'SOUTH ON MAIN ROAD 0.9 MILE TO A TRACK ROAD ON THE LEFT SIDE
 DQ0730'OF THE ROAD.  HERE LEAVE MAIN ROAD, TURN LEFT, AND GO EAST 0.4
 DQ0730'MILE TO W.B.  CYPERTS HOUSE AND STATION.
 DQ0730'
 DQ0730'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 DQ0730'STANDARD BRONZE DISKS SET IN CONCRETE.
 DQ0730
 DQ0730                          STATION RECOVERY (1938)
 DQ0730
 DQ0730'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0730'DESCRIPTION AS GIVEN BY W.R.P. IN REACHING STATION IS
 DQ0730'SATISFACORY.  STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 DQ0730'CONDITION.  NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0730
 DQ0730                          STATION RECOVERY (1960)
 DQ0730
 DQ0730'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1960
 DQ0730'SURFACE, UNDERGROUND, AZIMUTH, AND REFERENCE MARK NO. 1 ARE
 DQ0730'DESTROYED.
 DQ0730'
 DQ0730'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1 ARE SCATTERED
 DQ0730'IN THE VICINITY OF FARM HOUSE, NO TRACE WAS FOUND OF THE
 DQ0730'AZIMUTH MARK.
 DQ0730'
 DQ0730'DUE TO BLOWING SAND REFERENCE MARK NO. 2 NOW PROJECTS SOME 18
 DQ0730'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3037 ***********************************************************************
 AW3037  DESIGNATION -  BRM 1
 AW3037  PID         -  AW3037
 AW3037  STATE/COUNTY-  TX/CHAMBERS
 AW3037  USGS QUAD   -  OAK ISLAND (1994)
 AW3037
 AW3037                         *CURRENT SURVEY CONTROL
 AW3037  ___________________________________________________________________
 AW3037* NAD 83(1986)-  29 40 36.     (N)    094 40 29.     (W)     SCALED    
 AW3037* NAVD 88     -         3.08   (+/-2cm)      10.1    (feet)  VERTCON   
 AW3037  ___________________________________________________________________
 AW3037  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3037
 AW3037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3037
 AW3037.The horizontal coordinates were scaled from a topographic map and have
 AW3037.an estimated accuracy of +/- 6 seconds.
 AW3037
 AW3037.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3037.The vertical order pertains to the NGVD 29 superseded value.
 AW3037
 AW3037.The geoid height was determined by GEOID03.
 AW3037
 AW3037;                    North         East    Units  Estimated Accuracy
 AW3037;SPC TXSC     - 4,212,030.    1,018,530.      MT  (+/- 180 meters Scaled)
 AW3037
 AW3037                          SUPERSEDED SURVEY CONTROL
 AW3037
 AW3037  NGVD 29 (??/??/92)    3.080  (m)           10.11   (f) ADJ UNCH    2 0
 AW3037
 AW3037.Superseded values are not recommended for survey control.
 AW3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3037.See file dsdata.txt to determine how the superseded data were derived.
 AW3037
 AW3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN379841(NAD 83)
 AW3037_MARKER: N = NAIL
 AW3037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3037_SP_SET: TREE
 AW3037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3037
 AW3037  HISTORY     - Date     Condition        Report By
 AW3037  HISTORY     - UNK      MONUMENTED       TVA
 AW3037  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW3037  HISTORY     - 19910819 MARK NOT FOUND   USPSQD
 AW3037
 AW3037                          STATION DESCRIPTION
 AW3037
 AW3037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW3037'7.2 MI SE FROM ANAHUAC.
 AW3037'TO REACH FROM THE COURT HOUSE AT ANAHUAC, PROCEED 7.2 MILES SOUTHEAST
 AW3037'ALONG A COUNTY ROAD LEADING TO EAGLE AND SITE OF BM.  BENCH MARK IS
 AW3037'0.1 MILE EAST OF A SIDE ROAD LEADING SOUTH.  IT IS 130 YARDS SOUTH OF
 AW3037'THE CENTERLINE OF AN EAST AND WEST ROAD.  BENCH MARK IS A NAIL DRIVEN
 AW3037'IN THE ROOT OF A 6-INCH LONE MESQUITE TREE.
 AW3037
 AW3037                          STATION RECOVERY (1991)
 AW3037
 AW3037'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1746 ***********************************************************************
 AB1746  SACS        -  This is a Secondary Airport Control Station.
 AB1746  DESIGNATION -  BRO AP STA C
 AB1746  PID         -  AB1746
 AB1746  STATE/COUNTY-  TX/CAMERON
 AB1746  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1746
 AB1746                         *CURRENT SURVEY CONTROL
 AB1746  ___________________________________________________________________
 AB1746* NAD 83(1993)-  25 54 47.30587(N)    097 25 50.47991(W)     ADJUSTED  
 AB1746* NAVD 88     -         4.84   (meters)      15.9    (feet)  GPS OBS   
 AB1746  ___________________________________________________________________
 AB1746  X           -    -742,402.636 (meters)                     COMP
 AB1746  Y           -  -5,692,310.588 (meters)                     COMP
 AB1746  Z           -   2,770,402.387 (meters)                     COMP
 AB1746  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 AB1746  ELLIP HEIGHT-         -16.78  (meters)          (06/26/01) GPS OBS
 AB1746  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 AB1746
 AB1746  HORZ ORDER  -  FIRST
 AB1746  ELLP ORDER  -  THIRD     CLASS II
 AB1746
 AB1746.This mark is at Brownsville/south Padre Is Intl (BRO) Airport (BRO)
 AB1746
 AB1746.The horizontal coordinates were established by GPS observations
 AB1746.and adjusted by the National Geodetic Survey in February 1996..
 AB1746
 AB1746.The orthometric height was determined by GPS observations and a
 AB1746.high-resolution geoid model.
 AB1746
 AB1746.GPS derived orthometric heights for airport stations designated as
 AB1746.PACS or SACS are published to 2 decimal places.  This maintains
 AB1746.centimeter relative accuracy between the PACS and SACS.  It does
 AB1746.not indicate centimeter accuracy relative to other marks which are
 AB1746.part of the NAVD 88 network.
 AB1746
 AB1746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1746
 AB1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1746
 AB1746.The ellipsoidal height was determined by GPS observations
 AB1746.and is referenced to NAD 83.
 AB1746
 AB1746.The geoid height was determined by GEOID03.
 AB1746
 AB1746;                    North         East     Units Scale Factor Converg.
 AB1746;SPC TX S     - 5,027,762.665   407,142.188   MT  1.00007352   +0 29 07.7
 AB1746;SPC TX S     -16,495,251.34  1,335,765.66   sFT  1.00007352   +0 29 07.7
 AB1746;UTM  14      - 2,867,005.600   657,180.546   MT  0.99990506   +0 41 09.4
 AB1746
 AB1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1746!SPC TX S     -   1.00000264  x   1.00007352  =   1.00007616
 AB1746!UTM  14      -   1.00000264  x   0.99990506  =   0.99990770
 AB1746
 AB1746:                Primary Azimuth Mark                     Grid Az
 AB1746:SPC TX S     -  BRO ARP 2                                120 15 04.3
 AB1746:UTM  14      -  BRO ARP 2                                120 03 02.6
 AB1746
 AB1746|---------------------------------------------------------------------|
 AB1746| PID    Reference Object                     Distance      Geod. Az  |
 AB1746|                                                           dddmmss.s |
 AB1746| AB2768 BRO ARP 2                           APPROX. 0.8 KM 1204412.0 |
 AB1746|---------------------------------------------------------------------|
 AB1746
 AB1746                          SUPERSEDED SURVEY CONTROL
 AB1746
 AB1746  ELLIP H (02/20/96)  -16.66   (m)                       GP(       ) 3 2
 AB1746  NAD 83(1993)-  25 54 47.30505(N)    097 25 50.48258(W) AD(       ) 3
 AB1746  NAD 83(1986)-  25 54 47.31802(N)    097 25 50.43815(W) AD(       ) 3
 AB1746  NGVD 29 (10/15/92)    5.0    (m)           16.     (f) GPS OBS        
 AB1746
 AB1746.Superseded values are not recommended for survey control.
 AB1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1746.See file dsdata.txt to determine how the superseded data were derived.
 AB1746
 AB1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5718167006(NAD 83)
 AB1746_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB1746_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB1746_SP_SET: CONCRETE POST
 AB1746_STAMPING: AP 1973 STA C BRO
 AB1746_MARK LOGO: NGS   
 AB1746_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1746+STABILITY: SURFACE MOTION
 AB1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1746+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 AB1746
 AB1746  HISTORY     - Date     Condition        Report By
 AB1746  HISTORY     - 1973     MONUMENTED       NGS
 AB1746  HISTORY     - 19910615 GOOD             NGS
 AB1746  HISTORY     - 19920410 GOOD             NOS
 AB1746  HISTORY     - 19950403 GOOD             NGS
 AB1746
 AB1746                          STATION DESCRIPTION
 AB1746
 AB1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB1746'THE STATION IS LOCATED NEAR RUNWAY END 13R, 152.4 FT (46.5 M) NE OF
 AB1746'THE NE EDGE OF RUNWAY 13R-31L, 197.1 FT (60.1 M) NW OF THE 1ST RUNWAY
 AB1746'LIGHT ON THE NE SIDE OF THE RUNWAY, 157.4 FT (48.0 M) E OF THE
 AB1746'THRESHOLD LIGHT FOR RUNWAY END 13R AND 72.5 FT (22.1 M) E OF E EDGE OF
 AB1746'N-S TAXIWAY.  A STANDARD TOPO DISK STAMPED AP 1973 STA C BRO SET IN
 AB1746'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AB1746
 AB1746                          STATION RECOVERY (1992)
 AB1746
 AB1746'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AB1746'THE STATION IS ON THE BROWNSVILLE INTERNATIONAL AIRPORT FIELD.  IT IS
 AB1746'LOCATED NEAR RUNWAY END 13R, 152.4 FT (46.45 M) NORTHEAST OF THE
 AB1746'NORTHEAST EDGE OF RUNWAY 13R-31L, 197.1 FT (60.08 M) NORTHWEST OF THE
 AB1746'FIRST RUNWAY LIGHT ON THE NORTHEAST SIDE OF THE RUNWAY, 157.4 FT
 AB1746'(47.98 M) E OF THE THRESHOLD LIGHT FOR RUNWAY END 13R AND 72.5 FT
 AB1746'(22.10 M) EAST OF THE EAST EDGE OF A N-S TAXIWAY.  A  STANDARD TOPO
 AB1746'DISK STAMPED AP 1973 STA C BRO SET IN THE TOP OF A CONCRETE POST FLUSH
 AB1746'WITH THE GROUND.
 AB1746
 AB1746                          STATION RECOVERY (1995)
 AB1746
 AB1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB1746'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF BROWNSVILLE AT THE
 AB1746'BROWNSVILLE/SOUTH PADRE ISLAND INTERNATIONAL AIRPORT.  IN THE GRASS
 AB1746'AREA NORTHEAST OF RUNWAY END 13R AND EAST OF A NORTH-SOUTH TAXI.
 AB1746'OWNERSHIP--CITY OF BROWNSVILLE, P.O.  BOX 911 BROWNSVILLE, TX. 78520.
 AB1746'OPERATIONS MANAGER EDDIE VELARDE, PHONE (210) -542-4373. NOTE--CONTACT
 AB1746'AIRPORT OPERATIONS MANAGER 24 HOURS IN ADVANCE, (ESCORT NEEDED) .  TO
 AB1746'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 77 AND STATE
 AB1746'HIGHWAY 48 (BOCA CHICA BOULEVARD) IN BROWNSVILLE, GO EASTERLY 3.7 KM
 AB1746'(2.30 MI) TO BILLY MITCHELL BOULEVARD, TURN RIGHT, EASTERLY, 2.9 KM
 AB1746'(1.80 MI) TO THE AIRPORT AND TERMINAL.  STATION IS 60.1 M (197.2 FT)
 AB1746'NORTH-NORTHWEST OF THE FIRST RUNWAY LIGHT, 44.1 M (144.7 FT) SOUTHEAST
 AB1746'OF THE SOUTHEAST CORNER OF TAXI INDICATOR SIGN (B) , 33.4 M (109.6 FT)
 AB1746'EAST OF THE TAXI CENTER, AND THE MONUMENT IS 0.3 M (1.0 FT) BELOW THE
 AB1746'LEVEL OF THE TAXI AND FLUSH WITH THE GROUND SURFACE.  BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3790 ***********************************************************************
 AB3790  SACS        -  This is a Secondary Airport Control Station.
 AB3790  DESIGNATION -  BRO AP STA D
 AB3790  PID         -  AB3790
 AB3790  STATE/COUNTY-  TX/CAMERON
 AB3790  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB3790
 AB3790                         *CURRENT SURVEY CONTROL
 AB3790  ___________________________________________________________________
 AB3790* NAD 83(1993)-  25 53 55.55077(N)    097 24 54.05165(W)     ADJUSTED  
 AB3790* NAVD 88     -         5.49   (meters)      18.0    (feet)  GPS OBS   
 AB3790  ___________________________________________________________________
 AB3790  X           -    -740,935.237 (meters)                     COMP
 AB3790  Y           -  -5,693,204.137 (meters)                     COMP
 AB3790  Z           -   2,768,970.035 (meters)                     COMP
 AB3790  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AB3790  ELLIP HEIGHT-         -16.07  (meters)          (06/26/01) GPS OBS
 AB3790  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 AB3790
 AB3790  HORZ ORDER  -  FIRST
 AB3790  ELLP ORDER  -  THIRD     CLASS II
 AB3790
 AB3790.This mark is at Brownsville/south Padre Is Intl (BRO) Airport (BRO)
 AB3790
 AB3790.The horizontal coordinates were established by GPS observations
 AB3790.and adjusted by the National Geodetic Survey in February 1996..
 AB3790
 AB3790.The orthometric height was determined by GPS observations and a
 AB3790.high-resolution geoid model.
 AB3790
 AB3790.GPS derived orthometric heights for airport stations designated as
 AB3790.PACS or SACS are published to 2 decimal places.  This maintains
 AB3790.centimeter relative accuracy between the PACS and SACS.  It does
 AB3790.not indicate centimeter accuracy relative to other marks which are
 AB3790.part of the NAVD 88 network.
 AB3790
 AB3790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3790
 AB3790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3790
 AB3790.The ellipsoidal height was determined by GPS observations
 AB3790.and is referenced to NAD 83.
 AB3790
 AB3790.The geoid height was determined by GEOID03.
 AB3790
 AB3790;                    North         East     Units Scale Factor Converg.
 AB3790;SPC TX S     - 5,026,183.294   408,726.389   MT  1.00007827   +0 29 33.3
 AB3790;SPC TX S     -16,490,069.69  1,340,963.16   sFT  1.00007827   +0 29 33.3
 AB3790;UTM  14      - 2,865,432.037   658,769.988   MT  0.99991126   +0 41 32.8
 AB3790
 AB3790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3790!SPC TX S     -   1.00000252  x   1.00007827  =   1.00008080
 AB3790!UTM  14      -   1.00000252  x   0.99991126  =   0.99991378
 AB3790
 AB3790:                Primary Azimuth Mark                     Grid Az
 AB3790:SPC TX S     -  BRO ARP 2                                323 25 37.9
 AB3790:UTM  14      -  BRO ARP 2                                323 13 38.4
 AB3790
 AB3790|---------------------------------------------------------------------|
 AB3790| PID    Reference Object                     Distance      Geod. Az  |
 AB3790|                                                           dddmmss.s |
 AB3790| AB2768 BRO ARP 2                           APPROX. 1.4 KM 3235511.2 |
 AB3790|---------------------------------------------------------------------|
 AB3790
 AB3790                          SUPERSEDED SURVEY CONTROL
 AB3790
 AB3790  ELLIP H (02/20/96)  -15.94   (m)                       GP(       ) 3 2
 AB3790
 AB3790.Superseded values are not recommended for survey control.
 AB3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3790.See file dsdata.txt to determine how the superseded data were derived.
 AB3790
 AB3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5877065432(NAD 83)
 AB3790_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB3790_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB3790_STAMPING: AP 1973 STA D BRO
 AB3790_MARK LOGO: NGS   
 AB3790_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3790+STABILITY: SURFACE MOTION
 AB3790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3790+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 AB3790
 AB3790  HISTORY     - Date     Condition        Report By
 AB3790  HISTORY     - 1973     MONUMENTED       NGS
 AB3790  HISTORY     - 19850615 GOOD             NGS
 AB3790  HISTORY     - 19910215 MARK NOT FOUND   NGS
 AB3790  HISTORY     - 19950403 GOOD             NGS
 AB3790
 AB3790                          STATION DESCRIPTION
 AB3790
 AB3790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 AB3790'THE STATION IS LOCATED AT RUNWAY END 31L, 160.9 FT (49.0 M) E OF THE
 AB3790'1ST RUNWAY LIGHT ON THE NE SIDE OF THE RUNWAY, 150.0 FT (45.7 M) NE OF
 AB3790'THE NE CORNER OF THE RUNWAY END, AND 140.6 FT (42.9 M) NE OF THE NE
 AB3790'THRESHOLD LIGHT AT THE RUNWAY END.  A STANDARD TOPO DISK STAMPED AP
 AB3790'1973 STA D BRO SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AB3790'GROUND.  NOTE, LOST PROBABLY GONE DUE TO GRADING IN AREA.
 AB3790
 AB3790                          STATION RECOVERY (1991)
 AB3790
 AB3790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DMM)
 AB3790'THE STATION IS LOST, PROBABLY GONE DUE TO GRADING IN THE AREA.
 AB3790
 AB3790                          STATION RECOVERY (1995)
 AB3790
 AB3790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3790'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF BROWNSVILLE AT THE
 AB3790'BROWNSVILLE/SOUTH PADRE ISLAND INTERNATIONAL AIRPORT.  IN THE GRASS
 AB3790'AREA NORTHEAST OF AND IN LINE WITH RUNWAY END 31L.  OWNERSHIP--CITY OF
 AB3790'BROWNSVILLE, P.O.  BOX 911 BROWNSVILLE, TX.  78520.  OPERATIONS
 AB3790'MANAGER EDDIE VELARDE, PHONE (210) -542-4373.  NOTE--CONTACT AIRPORT
 AB3790'OPERATIONS MANAGER 24 HOURS IN ADVANCE, (ESCORT NEEDED) .  TO REACH
 AB3790'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 77 AND STATE HIGHWAY 48
 AB3790'(BOCA CHICA BOULEVARD) IN BROWNSVILLE, GO EASTERLY 3.7 KM (2.30 MI) TO
 AB3790'BILLY MITCHELL BOULEVARD, TURN RIGHT, EASTERLY, 2.9 KM (1.80 MI) TO
 AB3790'THE AIRPORT AND TERMINAL.  STATION IS 49.0 M (160.8 FT) EAST-NORTHEAST
 AB3790'OF THE FIRST RUNWAY LIGHT, 47.6 M (156.2 FT) NORTHEAST OF THE
 AB3790'NORTHEAST CORNER OF RUNWAY END 31L, 42.8 M (140.4 FT) NORTHEAST OF THE
 AB3790'MOST NORTHEAST RUNWAY END LIGHT, 0.3 M (1.0 FT) NORTHWEST OF THE
 AB3790'EXTENDED LINE WITH RUNWAY END, AND THE MONUMENT IS 0.3 M (1.0 FT)
 AB3790'BELOW THE LEVEL OF THE RUNWAY AND FLUSH WITH THE GROUND SURFACE.  BY
 AB3790'R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2768 ***********************************************************************
 AB2768  PACS        -  This is a Primary Airport Control Station.
 AB2768  DESIGNATION -  BRO ARP 2
 AB2768  PID         -  AB2768
 AB2768  STATE/COUNTY-  TX/CAMERON
 AB2768  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB2768
 AB2768                         *CURRENT SURVEY CONTROL
 AB2768  ___________________________________________________________________
 AB2768* NAD 83(1993)-  25 54 33.32915(N)    097 25 24.49104(W)     ADJUSTED  
 AB2768* NAVD 88     -         5.17   (meters)      17.0    (feet)  GPS OBS   
 AB2768  ___________________________________________________________________
 AB2768  X           -    -741,709.737 (meters)                     COMP
 AB2768  Y           -  -5,692,590.773 (meters)                     COMP
 AB2768  Z           -   2,770,015.660 (meters)                     COMP
 AB2768  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 AB2768  ELLIP HEIGHT-         -16.43  (meters)          (10/24/00) GPS OBS
 AB2768  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 AB2768
 AB2768  HORZ ORDER  -  B
 AB2768  ELLP ORDER  -  FOURTH    CLASS II
 AB2768
 AB2768.This mark is at Brownsville/south Padre Is Intl (BRO) Airport (BRO)
 AB2768
 AB2768.The horizontal coordinates were established by GPS observations
 AB2768.and adjusted by the National Geodetic Survey in February 1996..
 AB2768
 AB2768.The orthometric height was determined by GPS observations and a
 AB2768.high-resolution geoid model.
 AB2768
 AB2768.GPS derived orthometric heights for airport stations designated as
 AB2768.PACS or SACS are published to 2 decimal places.  This maintains
 AB2768.centimeter relative accuracy between the PACS and SACS.  It does
 AB2768.not indicate centimeter accuracy relative to other marks which are
 AB2768.part of the NAVD 88 network.
 AB2768
 AB2768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2768
 AB2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2768
 AB2768.The ellipsoidal height was determined by GPS observations
 AB2768.and is referenced to NAD 83.
 AB2768
 AB2768.The geoid height was determined by GEOID03.
 AB2768
 AB2768;                    North         East     Units Scale Factor Converg.
 AB2768;SPC TX S     - 5,027,338.678   407,869.178   MT  1.00007480   +0 29 19.5
 AB2768;SPC TX S     -16,493,860.31  1,338,150.79   sFT  1.00007480   +0 29 19.5
 AB2768;UTM  14      - 2,866,584.228   657,908.892   MT  0.99990789   +0 41 20.4
 AB2768
 AB2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2768!SPC TX S     -   1.00000258  x   1.00007480  =   1.00007738
 AB2768!UTM  14      -   1.00000258  x   0.99990789  =   0.99991047
 AB2768
 AB2768:                Primary Azimuth Mark                     Grid Az
 AB2768:SPC TX S     -  BRO AP STA D                             143 25 38.4
 AB2768:UTM  14      -  BRO AP STA D                             143 13 37.5
 AB2768
 AB2768|---------------------------------------------------------------------|
 AB2768| PID    Reference Object                     Distance      Geod. Az  |
 AB2768|                                                           dddmmss.s |
 AB2768| AB3790 BRO AP STA D                        APPROX. 1.4 KM 1435457.9 |
 AB2768| AB1746 BRO AP STA C                        APPROX. 0.8 KM 3004423.3 |
 AB2768|---------------------------------------------------------------------|
 AB2768
 AB2768                          SUPERSEDED SURVEY CONTROL
 AB2768
 AB2768  ELLIP H (02/20/96)  -16.31   (m)                       GP(       ) 3 2
 AB2768  ELLIP H (02/20/96)  -16.31   (m)                       GP(       ) 1 1
 AB2768
 AB2768.Superseded values are not recommended for survey control.
 AB2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2768.See file dsdata.txt to determine how the superseded data were derived.
 AB2768
 AB2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5790966584(NAD 83)
 AB2768_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2768_STAMPING: ARP 2 BRO 1973
 AB2768_MARK LOGO: NGS   
 AB2768_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2768+STABILITY: SURFACE MOTION
 AB2768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2768+SATELLITE: SATELLITE OBSERVATIONS - 1973
 AB2768
 AB2768  HISTORY     - Date     Condition        Report By
 AB2768  HISTORY     - 1973     MONUMENTED       NGS
 AB2768  HISTORY     - 19850615 GOOD             NGS
 AB2768
 AB2768                          STATION DESCRIPTION
 AB2768
 AB2768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AB2768'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF BROWNSVILLE AT THE
 AB2768'BROWNSVILLE/SOUTH PADRE ISLAND INTERNATIONAL AIRPORT.  NEAR THE
 AB2768'GEOMETRIC CENTER OF THE AIRPORT, IN THE GRASS AREA NORTHEAST OF RUNWAY
 AB2768'13L-31R AND SOUTH OF TAXI A.  NEAR THE NORTHWEST CORNER OF THE GRASS
 AB2768'TRIANGLE.  OWNERSHIP--CITY OF BROWNSVILLE, P.O.  BOX 911 BROWNSVILLE,
 AB2768'TX.  78520.  OPERATIONS MANAGER EDDIE VELARDE, PHONE (210) 542 4373.
 AB2768'NOTE--CONTACT AIRPORT OPERATIONS MANAGER 24 HOURS IN ADVANCE, (ESCORT
 AB2768'NEEDED) .  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 77
 AB2768'AND STATE HIGHWAY 48 (BOCA CHICA BOULEVARD) IN BROWNSVILLE, GO
 AB2768'EASTERLY 3.7 KM (2.30 MI) TO BILLY MITCHELL BOULEVARD, TURN RIGHT,
 AB2768'EASTERLY, 2.9 KM (1.80 MI) TO THE AIRPORT AND TERMINAL.  STATION IS
 AB2768'69.5 M (228.0 FT) NORTHEAST OF RUNWAY 13L-31R CENTERLINE, 39.0 M
 AB2768'(128.0 FT) SOUTH OF TAXI (A) CENTER, 1.0 M (3.3 FT) WEST OF A WITNESS
 AB2768'POST, AND THE MONUMENT IS 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TAXI
 AB2768'AND FLUSH WITH THE GROUND SURFACE.  BY R.G.H.
 AB2768
 AB2768                          STATION RECOVERY (1985)
 AB2768
 AB2768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AB2768'THE STATION IS LOCATED NEAR THE GEOMETRIC CENTER OF THE AIRPORT,
 AB2768'472.25 FT (143.94 M) NE OF ARP 1954, 151.0 FT (46.0 M) NE OF THE NE
 AB2768'EDGE OF RUNWAY 13L-31R AND 103.0 FT (31.4 M) S OF THE S EDGE OF THE
 AB2768'CENTER E-W TAXIWAY.  A STANDARD TOPO DISK STAMPED ARP 2 BRO 1973 SET
 AB2768'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6280 ***********************************************************************
 AW6280  DESIGNATION -  BROCK
 AW6280  PID         -  AW6280
 AW6280  STATE/COUNTY-  TX/HARRIS
 AW6280  USGS QUAD   -  JACINTO CITY (1982)
 AW6280
 AW6280                         *CURRENT SURVEY CONTROL
 AW6280  ___________________________________________________________________
 AW6280* NAD 83(1993)-  29 50 32.37049(N)    095 13 38.83462(W)     ADJUSTED  
 AW6280* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AW6280  ___________________________________________________________________
 AW6280  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW6280  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6280
 AW6280  HORZ ORDER  -  FIRST
 AW6280
 AW6280.The horizontal coordinates were established by classical geodetic methods
 AW6280.and adjusted by the National Geodetic Survey in February 1996..
 AW6280
 AW6280.The orthometric height was scaled from a topographic map.
 AW6280
 AW6280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6280
 AW6280.The geoid height was determined by GEOID03.
 AW6280
 AW6280;                    North         East     Units Scale Factor Converg.
 AW6280;SPC TXSC     - 4,228,531.082   964,474.148   MT  0.99990233   +1 50 53.6
 AW6280;SPC TXSC     -13,873,105.72  3,164,278.93   sFT  0.99990233   +1 50 53.6
 AW6280;UTM  15      - 3,303,396.139   284,800.844   MT  1.00017142   -1 06 31.8
 AW6280
 AW6280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6280!SPC TXSC     -   1.00000225  x   0.99990233  =   0.99990458
 AW6280!UTM  15      -   1.00000225  x   1.00017142  =   1.00017367
 AW6280
 AW6280|---------------------------------------------------------------------|
 AW6280| PID    Reference Object                     Distance      Geod. Az  |
 AW6280|                                                           dddmmss.s |
 AW6280| CV6955 BROCK RM 1                           24.843 METERS 02812     |
 AW6280| CV6954 BROCK AZ MK                                        1771717.2 |
 AW6280| CV6956 BROCK RM 2                           27.577 METERS 25013     |
 AW6280|---------------------------------------------------------------------|
 AW6280
 AW6280                          SUPERSEDED SURVEY CONTROL
 AW6280
 AW6280  NAD 83(1986)-  29 50 32.38557(N)    095 13 38.81586(W) AD(       ) 1
 AW6280  NAD 27      -  29 50 31.57729(N)    095 13 38.05433(W) AD(       ) 1
 AW6280
 AW6280.Superseded values are not recommended for survey control.
 AW6280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6280.See file dsdata.txt to determine how the superseded data were derived.
 AW6280
 AW6280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8480103396(NAD 83)
 AW6280_MARKER: DS = TRIANGULATION STATION DISK
 AW6280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6280_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6280
 AW6280  HISTORY     - Date     Condition        Report By
 AW6280  HISTORY     - 1968     MONUMENTED       CGS
 AW6280  HISTORY     - 1973     GOOD             LOCENG
 AW6280  HISTORY     - 19940911 GOOD             USPSQD
 AW6280  HISTORY     - 20040325 GOOD             USPSQD
 AW6280
 AW6280                          STATION DESCRIPTION
 AW6280
 AW6280'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6280'NO MEASUREMENT BETWEEN R.M.S, TREES ON LINE.
 AW6280'
 AW6280'THE STATION IS LOCATED ON PROPERTY OF THE CITY OF HOUSTON, IN
 AW6280'EASTERN EDGE OF THE BROCK PARK GOLF COURSE, ABOUT 10 MILES NORTHEAST
 AW6280'OF THE CENTER OF HOUSTON AND 3-1/2 MILES WEST-SOUTHWEST OF THE
 AW6280'SOUTH EDGE OF SHELDON RESERVOIR.
 AW6280'
 AW6280'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 90, 90A AND
 AW6280'INTERSTATE 610 IN THE NORTHEAST EDGE OF HOUSTON, GO NORTHEAST ON
 AW6280'U.S. HIGHWAY 90 FOR 3.35 MILES TO A CROSSROAD.  TURN LEFT AND GO
 AW6280'NORTH ON JOHN RALSTON ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON
 AW6280'THE RIGHT.  CONTINUE NORTH ON JOHN RALSTON ROAD FOR 0.4 MILE TO A
 AW6280'PAVED ENTRANCE ROAD ON THE GOLF COURSE ON THE LEFT AND THE STATION
 AW6280'IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 AW6280'
 AW6280'THE STATION MARK IS A STANDARD DISK STAMPED BROCK 1968, SET IN THE
 AW6280'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 AW6280'ABOVE THE GROUND.  IT IS 96 FEET NORTH OF THE PAVED ENTRANCE
 AW6280'ROAD TO THE GOLF COURSE, 66 FEET WEST OF THE CENTER OF JOHN
 AW6280'RALSTON ROAD, 59.4 FEET NORTH-NORTHWEST OF POWER LINE POLE
 AW6280'NO. 301-2 AND 39 FEET NORTHWEST OF TELEPHONE POLE NO. 31.
 AW6280'
 AW6280'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROCK NO 1 1968, SET IN
 AW6280'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 AW6280'INCHES ABOVE THE GROUND.  IT IS 103 FEET NORTH OF TELEPHONE POLE
 AW6280'NO. 31, 51 FEET WEST OF THE CENTER OF JOHN RALSTON ROAD AND 35
 AW6280'FEET SOUTHWEST OF A TELEPHONE POLE.
 AW6280'
 AW6280'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BROCK NO 2 1968, SET IN
 AW6280'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6280'GROUND.  IT IS 109 FEET WEST OF TELEPHONE POLE NO. 31, 43 FEET
 AW6280'NORTH OF THE CENTER OF THE PAVED ENTRANCE ROAD TO THE GOLF COURSE
 AW6280'AND 22 FEET NORTHEAST OF A POWER LINE POLE.
 AW6280'
 AW6280'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROCK 1968, SET IN
 AW6280'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6280'1 INCH ABOVE THE GROUND.  IT IS 44.3 FEET NORTHWEST OF THE
 AW6280'NORTHWEST CORNER OF THE HOUMONT PARK FIRST BAPTIST CHURCH, 37 FEET
 AW6280'EAST OF THE CENTER OF JOHN RALSTON ROAD, 5 FEET NORTHEAST OF THE
 AW6280'EAST 1 OF 2 IRON PIPES THAT SUPPORT A SIGN WHICH READS WELCOME
 AW6280'FIRST BAPTIST CHURCH HOUMONT PARK, 2 FEET WEST OF A POWER LINE
 AW6280'POLE WITH 2 SMALL FLOOD LAMPS AND 1.7 FEET SOUTH OF A METAL
 AW6280'WITNESS POST.
 AW6280'
 AW6280'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 AW6280
 AW6280                          STATION RECOVERY (1973)
 AW6280
 AW6280'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (LS)
 AW6280'BROCK 1968 RECOVERED GOOD.
 AW6280'
 AW6280'BROCK 1968 AZIMUTH MARK - RECOVERED GOOD.
 AW6280'
 AW6280'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NE OF HOUSTON.
 AW6280
 AW6280                          STATION RECOVERY (1994)
 AW6280
 AW6280'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6280'RECOVERED IN GOOD CONDITION.
 AW6280
 AW6280                          STATION RECOVERY (2004)
 AW6280
 AW6280'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3169 ***********************************************************************
 CS3169  DESIGNATION -  BROCK
 CS3169  PID         -  CS3169
 CS3169  STATE/COUNTY-  TX/PARKER
 CS3169  USGS QUAD   -  BROCK (1976)
 CS3169
 CS3169                         *CURRENT SURVEY CONTROL
 CS3169  ___________________________________________________________________
 CS3169* NAD 83(1993)-  32 42 16.01682(N)    097 54 42.53667(W)     ADJUSTED  
 CS3169* NAVD 88     -       318.0    (meters)    1043.     (feet)  VERTCON   
 CS3169  ___________________________________________________________________
 CS3169  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 CS3169  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CS3169
 CS3169  HORZ ORDER  -  THIRD
 CS3169
 CS3169.The horizontal coordinates were established by classical geodetic methods
 CS3169.and adjusted by the National Geodetic Survey in February 1996..
 CS3169
 CS3169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3169
 CS3169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3169
 CS3169.The geoid height was determined by GEOID03.
 CS3169
 CS3169;                    North         East     Units Scale Factor Converg.
 CS3169;SPC TXNC     - 2,115,234.080   655,143.936   MT  0.99989087   +0 19 14.9
 CS3169;SPC TXNC     - 6,939,730.48  2,149,418.06   sFT  0.99989087   +0 19 14.9
 CS3169;UTM  14      - 3,619,046.273   601,993.775   MT  0.99972827   +0 35 16.8
 CS3169
 CS3169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3169!SPC TXNC     -   0.99995460  x   0.99989087  =   0.99984548
 CS3169!UTM  14      -   0.99995460  x   0.99972827  =   0.99968289
 CS3169
 CS3169:                Primary Azimuth Mark                     Grid Az
 CS3169:SPC TXNC     -  WEATHERFORD MUN WT SEC                   067 30 55.5
 CS3169:UTM  14      -  WEATHERFORD MUN WT SEC                   067 14 53.6
 CS3169
 CS3169|---------------------------------------------------------------------|
 CS3169| PID    Reference Object                     Distance      Geod. Az  |
 CS3169|                                                           dddmmss.s |
 CS3169| CS3167 WEATHERFORD MUN WT SEC              APPROX.10.6 KM 0675010.4 |
 CS3169| CT0978 WOLTERS VILLAGE WT SEC              APPROX.19.9 KM 3123054.6 |
 CS3169|---------------------------------------------------------------------|
 CS3169
 CS3169                          SUPERSEDED SURVEY CONTROL
 CS3169
 CS3169  NAD 83(1986)-  32 42 16.01975(N)    097 54 42.52048(W) AD(       ) 3
 CS3169  NAD 27      -  32 42 15.55509(N)    097 54 41.39185(W) AD(       ) 3
 CS3169  NGVD 29 (07/19/86)  317.9    (m)         1043.     (f) VERT ANG       
 CS3169
 CS3169.Superseded values are not recommended for survey control.
 CS3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3169.See file dsdata.txt to determine how the superseded data were derived.
 CS3169
 CS3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0199419046(NAD 83)
 CS3169_MARKER: DD = SURVEY DISK
 CS3169_SETTING: 80 = SET IN A BOULDER
 CS3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3169+STABILITY: SURFACE MOTION
 CS3169
 CS3169  HISTORY     - Date     Condition        Report By
 CS3169  HISTORY     - 1958     MONUMENTED       USGS
 CS3169  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CS3169  HISTORY     - 20040327 GOOD             USPSQD
 CS3169
 CS3169                          STATION DESCRIPTION
 CS3169
 CS3169'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS3169'STATION IS LOCATED ABOUT 7.8 MI. SW. OF WEATHERFORD AND ABOUT 2.3 MI.
 CS3169'NE. OF BROCK, PARKER CO., TEXAS.  TOP OF PROMINENT, BARE KNOLL SE. OF
 CS3169'THE QUANTE RANCH HEADQUARTERS.
 CS3169'
 CS3169'TO REACH STATION FROM BROCK, RD. JUNCTION E. OF SCHOOLHOUSE, PROCEED
 CS3169'2.0 MI. NW. ON FARM ROAD 1543 TO JUNCTION WITH U.S. HIGHWAY 80, TURN
 CS3169'RIGHT (NE.) AND GO 2.85 MI. TO RD. JUNCTION TO SW., TURN RIGHT FOR
 CS3169'0.5 MI. TO RD. FORK TO RANCH BUILDINGS, CONTINUE LEFT FORK, ACROSS
 CS3169'STOCK POND DAM, TO GATE AND RD. FORK, TAKE LEFT FORK FOR 0.25 MI. TO
 CS3169'GATE AND RD. FORK, GO THRU GATE AND CONTINUE 0.2 MI. TO SADDLE, TURN
 CS3169'RIGHT, LEAVING RD. AND GO 0.2 MI. TO HIGHEST POINT AND STATION.
 CS3169'
 CS3169'STATION MARK--STANDARD USGS ALUMINUM TABLET SET IN LIMESTONE BOULDER
 CS3169'PROJECTING 0.2 FT. ABOVE GROUND, STAMPED ---BROCK 1958---.
 CS3169
 CS3169                          STATION RECOVERY (2002)
 CS3169
 CS3169'RECOVERY NOTE BY US POWER SQUADRON 2002 (WS)
 CS3169'MARK NOT FOUND.
 CS3169
 CS3169                          STATION RECOVERY (2004)
 CS3169
 CS3169'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS3169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7273 ***********************************************************************
 AC7273  DESIGNATION -  BROCK
 AC7273  PID         -  AC7273
 AC7273  STATE/COUNTY-  TX/BOSQUE
 AC7273  USGS QUAD   -  MERIDIAN (1979)
 AC7273
 AC7273                         *CURRENT SURVEY CONTROL
 AC7273  ___________________________________________________________________
 AC7273* NAD 83(1993)-  31 54 28.74728(N)    097 44 18.28343(W)     ADJUSTED  
 AC7273* NAVD 88     -       347.6    (meters)    1140.     (feet)  VERTCON   
 AC7273  ___________________________________________________________________
 AC7273  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AC7273  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AC7273
 AC7273  HORZ ORDER  -  THIRD
 AC7273
 AC7273.The horizontal coordinates were established by classical geodetic methods
 AC7273.and adjusted by the National Geodetic Survey in March 1997..
 AC7273
 AC7273.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7273
 AC7273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7273
 AC7273.The geoid height was determined by GEOID03.
 AC7273
 AC7273;                    North         East     Units Scale Factor Converg.
 AC7273;SPC TX C     - 3,251,336.504   945,426.213   MT  1.00000672   +1 20 11.5
 AC7273;SPC TX C     -10,667,093.18  3,101,785.83   sFT  1.00000672   +1 20 11.5
 AC7273;UTM  14      - 3,530,930.851   619,286.862   MT  0.99977549   +0 40 00.8
 AC7273
 AC7273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7273!SPC TX C     -   0.99994974  x   1.00000672  =   0.99995646
 AC7273!UTM  14      -   0.99994974  x   0.99977549  =   0.99972524
 AC7273
 AC7273                          SUPERSEDED SURVEY CONTROL
 AC7273
 AC7273  NGVD 29 (03/17/97)  347.5    (m)         1140.     (f) VERT ANG       
 AC7273
 AC7273.Superseded values are not recommended for survey control.
 AC7273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7273.See file dsdata.txt to determine how the superseded data were derived.
 AC7273
 AC7273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA1928730931(NAD 83)
 AC7273_MARKER: DB = BENCH MARK DISK
 AC7273
 AC7273  HISTORY     - Date     Condition        Report By
 AC7273  HISTORY     - 1955     MONUMENTED       USGS
 AC7273  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AC7273
 AC7273                          STATION DESCRIPTION
 AC7273
 AC7273'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7273'STATION LIES ABOUT 1 MI. S. AND 5 MI. W. OF MERIDIAN, TEXAS, 58 FT.
 AC7273'NE. OF A T-FENCE, 140 FT. SE. OF THE SE. CORNER OF A CORRUGATED METAL
 AC7273'SHED, 53 FT. SE. OF THE E. FENCE OF A CATTLE PEN, 198 FT. W. OF THE
 AC7273'SW. CORNER OF A HOUSE, IN A PLOWED FIELD.
 AC7273'TO REACH STATION FROM THE COURTHOUSE IN MERIDIAN, TEXAS, GO SW. ON
 AC7273'STATE HIGHWAY 22 FOR 2.5 MI. TO JUNCTION OF FARM ROAD NO. 1473, GO SW.
 AC7273'ON FARM ROAD 1473 FOR 2.3 MI. TO GRAVELED RD. NW.  TURN RIGHT AND GO
 AC7273'NW. 1.8 MI. TO PRIVATE DRIVE SW.  TURN LEFT AND GO SW. ALONG PRIVATE
 AC7273'DRIVE FOR 0.2 MI. TO HOUSE AND STATION.
 AC7273'STATION MARK--A STANDARD BENCH MARK TABLET STAMPED---BROCK 1955---,
 AC7273'SET IN TOP OF A CONCRETE POST, 18 IN. BELOW THE SURFACE OF THE GROUND.
 AC7273'REFERENCE MARK NO. 1--A CHISELED ARROW AND CROSS ON THE SE. CORNER OF
 AC7273'A SQUARE CONCRETE STOCK TANK, 89.50 FT. FROM STATION, 81 DEGREES 53
 AC7273'MINUTES EAST.
 AC7273'REFERENCE MARK NO. 2--A CHISELED CROSS ON THE E. EDGE OF A CIRCULAR
 AC7273'CONCRETE STOCK TANK, 75.90 FT. FROM STATION, 98 DEGREES 27 MINUTES, E.
 AC7273'REFERENCE MARK NO. 3--A CHISELED CROSS AND ARROW ON THE SW. CORNER OF
 AC7273'A CONCRETE PUMP BASE, DISTANT FROM STATION 118.73 FT., 209 DEGREES 37
 AC7273'MINUTES SW.
 AC7273
 AC7273                          STATION RECOVERY (2001)
 AC7273
 AC7273'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 AC7273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3084 ***********************************************************************
 CS3084  DESIGNATION -  BROKEN
 CS3084  PID         -  CS3084
 CS3084  STATE/COUNTY-  TX/HILL
 CS3084  USGS QUAD   -  BLUM (1976)
 CS3084
 CS3084                         *CURRENT SURVEY CONTROL
 CS3084  ___________________________________________________________________
 CS3084* NAD 83(1993)-  32 09 18.38299(N)    097 27 21.82930(W)     ADJUSTED  
 CS3084* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 CS3084  ___________________________________________________________________
 CS3084  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 CS3084  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CS3084
 CS3084  HORZ ORDER  -  SECOND
 CS3084
 CS3084.The horizontal coordinates were established by classical geodetic methods
 CS3084.and adjusted by the National Geodetic Survey in February 1996..
 CS3084
 CS3084.The orthometric height was scaled from a topographic map.
 CS3084
 CS3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3084
 CS3084.The geoid height was determined by GEOID03.
 CS3084
 CS3084;                    North         East     Units Scale Factor Converg.
 CS3084;SPC TXNC     - 2,054,653.953   698,476.190   MT  0.99999404   +0 34 09.7
 CS3084;SPC TXNC     - 6,740,977.18  2,291,583.97   sFT  0.99999404   +0 34 09.7
 CS3084;SPC TX C     - 3,279,387.956   971,416.178   MT  1.00008432   +1 28 55.1
 CS3084;SPC TX C     -10,759,125.32  3,187,054.58   sFT  1.00008432   +1 28 55.1
 CS3084;UTM  14      - 3,558,672.449   645,594.699   MT  0.99986142   +0 49 18.7
 CS3084
 CS3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3084!SPC TXNC     -   0.99997042  x   0.99999404  =   0.99996446
 CS3084!SPC TX C     -   0.99997042  x   1.00008432  =   1.00005474
 CS3084!UTM  14      -   0.99997042  x   0.99986142  =   0.99983185
 CS3084
 CS3084:                Primary Azimuth Mark                     Grid Az
 CS3084:SPC TXNC     -  BROKEN AZ MK                             070 24 56.6
 CS3084:SPC TX C     -  BROKEN AZ MK                             069 30 11.2
 CS3084:UTM  14      -  BROKEN AZ MK                             070 09 47.6
 CS3084
 CS3084|---------------------------------------------------------------------|
 CS3084| PID    Reference Object                     Distance      Geod. Az  |
 CS3084|                                                           dddmmss.s |
 CS3084| CX9889 BROKEN AZ MK                                       0705906.3 |
 CS3084| CX9890 BROKEN RM 1                          20.205 METERS 08903     |
 CS3084| CX9891 BROKEN RM 2                          17.680 METERS 18810     |
 CS3084|---------------------------------------------------------------------|
 CS3084
 CS3084                          SUPERSEDED SURVEY CONTROL
 CS3084
 CS3084  NAD 83(1986)-  32 09 18.38899(N)    097 27 21.80832(W) AD(       ) 2
 CS3084  NAD 27      -  32 09 17.85400(N)    097 27 20.73700(W) AD(       ) 2
 CS3084
 CS3084.Superseded values are not recommended for survey control.
 CS3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3084.See file dsdata.txt to determine how the superseded data were derived.
 CS3084
 CS3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4559558672(NAD 83)
 CS3084_MARKER: DD = SURVEY DISK
 CS3084_SETTING: 0 = UNSPECIFIED SETTING
 CS3084
 CS3084  HISTORY     - Date     Condition        Report By
 CS3084  HISTORY     - 1944     MONUMENTED       CGS
 CS3084  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 CS3084
 CS3084                          STATION DESCRIPTION
 CS3084
 CS3084'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3084'STATION IS LOCATED ON THE W END OF A SPUR RIDGE ON THE S SIDE
 CS3084'OF BROKEN ROCK HOLLOW, ABOUT 0.25 MILE SE OF THE BRAZOS RIVER AT
 CS3084'KIMBALL BEND, 3.5 MILES WNW OF BLUM, AND ON PROPERTY OWNED
 CS3084'BY J.R. VIDDER.  THE MARK IS SET 42 FEET N OF THE CENTER LINE
 CS3084'OF THE WOODS ROAD AND 36 PACES E OF WHERE ROAD STARTS DOWNHILL
 CS3084'INTO THE RIVER VALLEY.  IT PROJECTS ABOUT 2 INCHES.
 CS3084'
 CS3084'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS3084'DISKS SET IN CONCRETE.
 CS3084'
 CS3084'REFERENCE MARK 1 IS SE OF THE STATION ON THE S SIDE OF THE
 CS3084'WOODS ROAD.  IT PROJECTS ABOUT 3 INCHES.
 CS3084'
 CS3084'REFERENCE MARK 2 IS SW OF THE STATION ON THE N SIDE OF THE
 CS3084'WOODS ROAD.  IT PROJECTS ABOUT 6 INCHES.
 CS3084'
 CS3084'AZIMUTH MARK IS SE OF THE STATION, 1 FOOT W OF THE W ROAD
 CS3084'FENCE, AND 41 PACES S OF THE SE SIDE OF THE BARN.  IT PROJECTS
 CS3084'ABOUT 3 INCHES.
 CS3084'
 CS3084'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CS3084'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CS3084'
 CS3084'TO REACH THE STATION FROM BLUM, GO N ON THE RIO VISTA ROAD FOR
 CS3084'2.8 MILES TO WHERE ROAD TURNS RIGHT.  CONTINUE STRAIGHT AHEAD
 CS3084'FOR 0.8 MILE TO T-JUNCTION, TURN LEFT AND FOLLOW MAIN-TRAVELED
 CS3084'ROAD FOR 2.6 MILES TO A GATE ON THE RIGHT AND A WINDMILL AND
 CS3084'TANK ON THE LEFT (CONTINUE ON BY THE HOUSE AND BARN TO THE
 CS3084'AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD).  TURN RIGHT THROUGH
 CS3084'THE GATE AND FOLLOW WOODS ROAD FOR 0.8 MILE TO THE STATION
 CS3084'ON THE RIGHT AT THE BROW OF THE HILL.
 CS3084'
 CS3084'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CS3084
 CS3084                          STATION RECOVERY (1999)
 CS3084
 CS3084'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1931 ***********************************************************************
 FL1931  DESIGNATION -  BRONCO
 FL1931  PID         -  FL1931
 FL1931  STATE/COUNTY-  TX/WHEELER
 FL1931  USGS QUAD   -  KELTON NW (1963)
 FL1931
 FL1931                         *CURRENT SURVEY CONTROL
 FL1931  ___________________________________________________________________
 FL1931* NAD 83(1993)-  35 24 21.99168(N)    100 14 52.92452(W)     ADJUSTED  
 FL1931* NAVD 88     -       782.     (meters)    2566.     (feet)  SCALED    
 FL1931  ___________________________________________________________________
 FL1931  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 FL1931  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 FL1931
 FL1931  HORZ ORDER  -  SECOND
 FL1931
 FL1931.The horizontal coordinates were established by classical geodetic methods
 FL1931.and adjusted by the National Geodetic Survey in February 1996..
 FL1931
 FL1931.The orthometric height was scaled from a topographic map.
 FL1931
 FL1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1931
 FL1931.The geoid height was determined by GEOID03.
 FL1931
 FL1931;                    North         East     Units Scale Factor Converg.
 FL1931;SPC TX N     - 1,156,708.906   313,708.918   MT  0.99991090   +0 43 32.0
 FL1931;SPC TX N     - 3,794,969.14  1,029,226.68   sFT  0.99991090   +0 43 32.0
 FL1931;UTM  14      - 3,918,795.630   386,677.340   MT  0.99975826   -0 43 23.3
 FL1931
 FL1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1931!SPC TX N     -   0.99988142  x   0.99991090  =   0.99979233
 FL1931!UTM  14      -   0.99988142  x   0.99975826  =   0.99963971
 FL1931
 FL1931|---------------------------------------------------------------------|
 FL1931| PID    Reference Object                     Distance      Geod. Az  |
 FL1931|                                                           dddmmss.s |
 FL1931| CK9043 BRONCO RM 1                           7.510 METERS 13528     |
 FL1931| CK9044 BRONCO RM 2                           7.552 METERS 23515     |
 FL1931| CK9042 BRONCO AZ MK                                       3165031.8 |
 FL1931| FL1963 WHEELER MUNICIPAL TANK              APPROX. 4.7 KM 3322234.6 |
 FL1931|---------------------------------------------------------------------|
 FL1931
 FL1931                          SUPERSEDED SURVEY CONTROL
 FL1931
 FL1931  NAD 83(1993)-  35 24 21.99221(N)    100 14 52.92438(W) AD(       ) 2
 FL1931  NAD 83(1986)-  35 24 21.99557(N)    100 14 52.91450(W) AD(       ) 2
 FL1931  NAD 27      -  35 24 21.82500(N)    100 14 51.47900(W) AD(       ) 2
 FL1931
 FL1931.Superseded values are not recommended for survey control.
 FL1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1931.See file dsdata.txt to determine how the superseded data were derived.
 FL1931
 FL1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8667718796(NAD 83)
 FL1931_MARKER: DS = TRIANGULATION STATION DISK
 FL1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1931
 FL1931  HISTORY     - Date     Condition        Report By
 FL1931  HISTORY     - 1951     MONUMENTED       CGS
 FL1931
 FL1931                          STATION DESCRIPTION
 FL1931
 FL1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1931'THE STATION IS LOCATED ON A LOW SANDY KNOLL 3.3 MILES SOUTHEAST
 FL1931'OF WHEELER, 75 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 83,
 FL1931'AND 5 FEET NORTH OF A WITNESS POST.  THE STATION MARK IS A
 FL1931'BRONZE DISK STAMPED BRONCO 1950 AND IS SET IN A CONCRETE POST
 FL1931'THAT PROJECTS 1 INCH.
 FL1931'
 FL1931'REFERENCE MARK NO. 1 IS 75 FEET WEST OF THE CENTER LINE OF THE
 FL1931'HIGHWAY.  THE REFERENCE MARK IS A BRONZE DISK STAMPED BRONCO NO
 FL1931'1 1950 AND IS SET IN A CONCRETE POST THAT PROJECTS 3 INCHES.
 FL1931'
 FL1931'REFERENCE MARK NO. 2 IS 100 FEET WEST OF THE CENTER LINE OF THE
 FL1931'HIGHWAY.  THE REFERENCE MARK IS A BRONZE DISK STAMPED BRONCO
 FL1931'NO 2 1950 AND IS SET IN A CONCRETE POST THAT PROJECTS 4 INCHES.
 FL1931'
 FL1931'THE AZIMUTH MARK IS LOCATED ON A LOW SANDY KNOLL NORTHWEST
 FL1931'OF THE STATION, 75 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 FL1931'83, AND 3 FEET SOUTH OF A WITNESS POST.  THE AZIMUTH MARK IS
 FL1931'A BRONZE DISK STAMPED BRONCO 1950 AND IS SET IN A CONCRETE
 FL1931'POST THAT IS FLUSH WITH THE GROUND.
 FL1931'
 FL1931'TO REACH FROM THE COURTHOUSE IN WHEELER, GO SOUTHEAST ON U.S.
 FL1931'HIGHWAY 83 FOR 3 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 FL1931'SOUTHEAST FOR 0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0399 ***********************************************************************
 BY0399  DESIGNATION -  BRONSON
 BY0399  PID         -  BY0399
 BY0399  STATE/COUNTY-  TX/SABINE
 BY0399  USGS QUAD   -  BRONSON (1984)
 BY0399
 BY0399                         *CURRENT SURVEY CONTROL
 BY0399  ___________________________________________________________________
 BY0399* NAD 83(1993)-  31 21 24.11179(N)    094 00 13.26796(W)     ADJUSTED  
 BY0399* NAVD 88     -       126.611  (meters)     415.39   (feet)  ADJUSTED  
 BY0399  ___________________________________________________________________
 BY0399  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BY0399  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY0399  DYNAMIC HT  -         126.452 (meters)     414.87  (feet)  COMP
 BY0399  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 BY0399
 BY0399  HORZ ORDER  -  FIRST
 BY0399  VERT ORDER  -  FIRST     CLASS II
 BY0399
 BY0399.The horizontal coordinates were established by classical geodetic methods
 BY0399.and adjusted by the National Geodetic Survey in February 1996..
 BY0399
 BY0399.The orthometric height was determined by differential leveling
 BY0399.and adjusted by the National Geodetic Survey in June 1991..
 BY0399
 BY0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0399
 BY0399.The geoid height was determined by GEOID03.
 BY0399
 BY0399.The dynamic height is computed by dividing the NAVD 88
 BY0399.geopotential number by the normal gravity value computed on the
 BY0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0399.degrees latitude (g = 980.6199 gals.).
 BY0399
 BY0399.The modeled gravity was interpolated from observed gravity values.
 BY0399
 BY0399;                    North         East     Units Scale Factor Converg.
 BY0399;SPC TX C     - 3,204,477.804 1,301,861.929   MT  0.99990090   +3 15 36.5
 BY0399;SPC TX C     -10,513,357.60  4,271,192.01   sFT  0.99990090   +3 15 36.5
 BY0399;UTM  15      - 3,469,569.215   404,538.353   MT  0.99971240   -0 31 20.4
 BY0399
 BY0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0399!SPC TX C     -   0.99998443  x   0.99990090  =   0.99988533
 BY0399!UTM  15      -   0.99998443  x   0.99971240  =   0.99969684
 BY0399
 BY0399:                Primary Azimuth Mark                     Grid Az
 BY0399:SPC TX C     -  MILAM SABINE R AUTH KHT 89               050 56 59.8
 BY0399:UTM  15      -  MILAM SABINE R AUTH KHT 89               054 43 56.7
 BY0399
 BY0399|---------------------------------------------------------------------|
 BY0399| PID    Reference Object                     Distance      Geod. Az  |
 BY0399|                                                           dddmmss.s |
 BY0399| BX2989 MILAM SABINE R AUTH KHT 89          APPROX.20.1 KM 0541236.3 |
 BY0399| BY0400 BRONSON RM 1                         26.800 METERS 07433     |
 BY0399| BX2992 HEMPHILL WATER TANK                 APPROX.15.0 KM 0961516.9 |
 BY0399| CV8146 BRONSON AZ MK                                      1303726.7 |
 BY0399| BX2996 PINELAND TEMPLE IND KKI 995         APPROX.11.6 KM 1634311.4 |
 BY0399| BY0398 BRONSON RM 2                        153.891 METERS 17851     |
 BY0399| BY2631 BRONSON MUN TANK                    APPROX. 1.3 KM 1960619.6 |
 BY0399| CV8147 BRONSON RM 3                         26.823 METERS 31541     |
 BY0399|---------------------------------------------------------------------|
 BY0399
 BY0399                          SUPERSEDED SURVEY CONTROL
 BY0399
 BY0399  NAD 83(1986)-  31 21 24.12059(N)    094 00 13.26223(W) AD(       ) 1
 BY0399  NAD 27      -  31 21 23.45625(N)    094 00 12.57685(W) AD(       ) 1
 BY0399  NGVD 29 (??/??/??)  126.630  (m)          415.45   (f) ADJUSTED    1 2
 BY0399
 BY0399.Superseded values are not recommended for survey control.
 BY0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0399.See file dsdata.txt to determine how the superseded data were derived.
 BY0399
 BY0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0453869569(NAD 83)
 BY0399_MARKER: DS = TRIANGULATION STATION DISK
 BY0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0399_STAMPING: BRONSON 1931
 BY0399_PROJECTION: FLUSH
 BY0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0399+STABILITY: SURFACE MOTION
 BY0399
 BY0399  HISTORY     - Date     Condition        Report By
 BY0399  HISTORY     - 1931     MONUMENTED       CGS
 BY0399  HISTORY     - 1934     GOOD             CGS
 BY0399  HISTORY     - 1938     GOOD             LOCSUR
 BY0399  HISTORY     - 1941     GOOD             LOCSUR
 BY0399  HISTORY     - 1949     GOOD             LOCSUR
 BY0399  HISTORY     - 1952     GOOD             AMS
 BY0399  HISTORY     - 1952     GOOD             CGS
 BY0399  HISTORY     - 1952     GOOD             NGS
 BY0399  HISTORY     - 1972     GOOD             NGS
 BY0399  HISTORY     - 1979     GOOD             NGS
 BY0399
 BY0399                          STATION DESCRIPTION
 BY0399
 BY0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BY0399'ONE-HALF MILE NE OF THE TOWN OF BRONSON, ON LAND OWNED BY O.
 BY0399'MC DANIELS, IN A SMALL WOODS N OF HIS HOUSE, ABOUT 40 FEET
 BY0399'E AND 150 FEET N OF HOUSE, ABOUT 100 METERS (328 FEET) N OF
 BY0399'TEXAS FOREST SERVICE TOWER, AND ABOUT 110 METERS (361 FEET)
 BY0399'W OF STATE HIGHWAY 8.
 BY0399'
 BY0399'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY0399'DISKS SET IN CONCRETE.
 BY0399'
 BY0399'REFERENCE MARK NO. 1 IS IN SMALL CLEARING, AND 26.80 METERS
 BY0399'(87.9 FEET) FROM STATION N 15 DEG 27 MIN E.
 BY0399'
 BY0399'REFERENCE MARK NO. 2 IS 60 METERS (197 FEET) W OF CENTER LINE
 BY0399'OF HIGHWAY 8, 70 METERS (230 FEET) S OF TEXAS FOREST SERVICE
 BY0399'LOOKOUT STATION IN TOP OF TALL PINE AND 150 METERS (492 FEET)
 BY0399'FROM STATION S 1 DEG 09 MIN E.
 BY0399
 BY0399                          STATION RECOVERY (1934)
 BY0399
 BY0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WSD)
 BY0399'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BY0399
 BY0399                          STATION RECOVERY (1938)
 BY0399
 BY0399'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 BY0399'RECOVERED BY REPUBLIC PRODUCTION CO GEOPHYSICAL DEPT.
 BY0399'
 BY0399'STATION RECOVERED IN GOOD CONDITION.
 BY0399
 BY0399                          STATION RECOVERY (1941)
 BY0399
 BY0399'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 BY0399'RECOVERED BY REPUBLIC PRODUCTION CO GEOPHYSICAL DEPT.
 BY0399'
 BY0399'RECOVERED IN GOOD CONDITION.
 BY0399
 BY0399                          STATION RECOVERY (1949)
 BY0399
 BY0399'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949 (ATG)
 BY0399'RECOVERED BY ROBT. H RAY CO.
 BY0399'
 BY0399'STATION RECOVERED IN GOOD CONDITION.
 BY0399'
 BY0399'TO REACH FROM THE TOWN OF BRONSON, GO 1.4 MI. N ON U.S. HIGHWAY
 BY0399'96, THEN TURN LEFT OVER A CATTLE GUARD AND PROCEED W FOR 0.1
 BY0399'MI. TO THE SITE OF MC DANIELS HOME.  MARK IS LOCATED 40 FT.
 BY0399'E AND 150 FT. N OF THE HOUSE IN A UNTUMBERED TERRACED FIELD.
 BY0399'
 BY0399'TEXAS FOREST TOWER PREVIOUSLY DESCRIBED HAS BEEN MOVED TO A
 BY0399'NEW LOCATION APPROXIMATELY 0.5 MI. N OF THE STATION.
 BY0399
 BY0399                          STATION RECOVERY (1952)
 BY0399
 BY0399'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BY0399'STATION, STAMPED BRONSON 1933, RECOVERED AS DESCRIBED IN GOOD
 BY0399'CONDITION.
 BY0399
 BY0399                          STATION RECOVERY (1952)
 BY0399
 BY0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 BY0399'STATION IS 0.6 MI. E ALONG STATE HIGHWAY 184 FROM THE GULF,
 BY0399'COLORADO AND SANTA FE RAILWAY STATION AT BRONSON, THENCE 0.2
 BY0399'MI. N ALONG STATE HIGHWAY 184, THENCE 0.5 MI. N ALONG FARM ROAD
 BY0399'1776, IN A SMALL CLEARING, 138 FT. NE OF THE NE CORNER OF THE
 BY0399'O. MC DANIEL FARMHOUSE, 423 FT. W OF THE CENTERLINE OF THE
 BY0399'FARM ROAD, 67 FT. N OF A 12-IN. PINE TREE, AND 1 FT. N OF A
 BY0399'WITNESS POST.
 BY0399'
 BY0399'STATION MARK IS A STANDARD STATION DISK, SET IN THE TOP OF A
 BY0399'CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND.  IT
 BY0399'IS STAMPED BRONSON 1931.
 BY0399'
 BY0399'REFERENCE MARK 1 IS 87.9 FT. E OF THE STATION, 230 FT. NE OF
 BY0399'THE NE CORNER OF THE FARMHOUSE, 345 FT. W OF THE CENTERLINE
 BY0399'OF THE FARM ROAD, 72 FT. NW OF AN 18-IN. PINE TREE, 125 FT.
 BY0399'N OF A FENCE.  IT IS A STANDARD REFERENCE-MARK DISK, SET
 BY0399'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE
 BY0399'THE GROUND.  IT IS STAMPED BRONSON NO 1 1931.
 BY0399'
 BY0399'REFERENCE MARK 2 IS 492 FT. S OF THE STATION, 360 FT. S OF
 BY0399'THE FARMHOUSE, 324 FT. S OF A FENCE, 211 FT. W OF THE CENTERLINE
 BY0399'OF THE FARM ROAD, 160 FT. W OF A FENCE, 31 FT. W OF A 14-IN.
 BY0399'PINE TREE, AND 1.1 FT. S OF A WITNESS POST.  IT IS A STANDARD
 BY0399'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0399'PROJECTS 0.1 FT. ABOVE THE GROUND.  IT IS STAMPED BRONSON
 BY0399'NO 2 1931.
 BY0399
 BY0399                          STATION RECOVERY (1952)
 BY0399
 BY0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BY0399'1.3 MI NE FROM BRONSON.
 BY0399'0.6 MILE EAST ALONG STATE HIGHWAY 184 FROM THE GULF, COLORADO AND
 BY0399'SANTA FE RAILROAD STATION AT BRONSON, THENCE 0.2 MILE NORTH ALONG
 BY0399'STATE HIGHWAY 184, THENCE 0.5 MILE NORTH ALONG FARM ROAD 1776, IN A
 BY0399'SMALL CLEARING, 138 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE O.
 BY0399'MCDANIEL FARMHOUSE, 423 FEET WEST OF THE CENTER LINE OF THE FARM ROAD,
 BY0399'67 FEET NORTH OF A 12 INCH PINE TREE, 1 FOOT NORTH OF A WITNESS POST,
 BY0399'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BY0399'GROUND.
 BY0399
 BY0399                          STATION RECOVERY (1972)
 BY0399
 BY0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BY0399'STATION WAS VISITED, STATION MARK REFERENCE MARKS NUMBER 1
 BY0399'AND 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 BY0399'
 BY0399'A CHECK WAS MADE FOR DISTANCE AND DIRECTION.  THE DATA WE
 BY0399'RECEIVED AT THIS TIME, IT APPEARS THAT THE 1931 LIST IS IN
 BY0399'ERROR, AS A CONSIDERABLE DIFFERENCE WAS FOUND IN DIRECTION
 BY0399'OF REFERENCE MARK 1, THE DISTANCE BEING CORRECT.  REFERENCE
 BY0399'MARK 2, THE DIRECTION BEING CORRECT, THE DISTANCE IN ERROR.
 BY0399'
 BY0399'A REFERENCE MARK NUMBER 3 WAS ESTABLISHED CLOSER TO THE STATION
 BY0399'AT THIS TIME.  AND AN AZIMUTH MARK WAS ESTABLISHED.
 BY0399'
 BY0399'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 BY0399'
 BY0399'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF SAN AUGUSTINE,
 BY0399'9-1/2 MILES WEST-NORTHWEST OF HEMPHILL, 7-1/2 MILES NORTH-NORTHEAST
 BY0399'OF PINELAND AND 1-1/2 MILES NORTHEAST OF BRONSON.  IT IS ON
 BY0399'LAND OWNED BY MR. ROBERT POLLEY, ROUTE 2 BOX 4, BRONSON, TEXAS
 BY0399'75930.
 BY0399'
 BY0399'TO REACH THE STATION FROM THE RAILROAD STATION IN BRONSON, GO
 BY0399'EASTERLY ON STATE HIGHWAY 184 FOR 0.7 MILE TO THE JUNCTION
 BY0399'WITH FARM ROAD 1, TURN LEFT AND GO NORTHERLY ON THESE HIGHWAYS
 BY0399'FOR 0.15 MILE TO WHERE STATE HIGHWAY 184 BEARS TO THE RIGHT.
 BY0399'(GO NORTHEASTERLY ON STATE HIGHWAY 184 FOR 0.1 MILE TO THE
 BY0399'AZIMUTH MARK ON THE RIGHT, SOUTHEAST SIDE OF ROAD).  CONTINUE
 BY0399'NORTH ON FARM ROAD 1 FOR 0.35 MILE TO CATTLEGUARD ON THE LEFT,
 BY0399'WEST SIDE OF ROAD.  TURN LEFT PASSING OVER CATTLEGUARD AND
 BY0399'GO WESTERLY ON LANE TO A HOUSE FOR 0.1 MILE TO A GATE TO THE
 BY0399'NORTHEAST OF THE FARMHOUSE, PASS THROUGH THE GATE AND THE
 BY0399'STATION AS DESCRIBED.
 BY0399'
 BY0399'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BRONSON
 BY0399'1931, IT IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT
 BY0399'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 98
 BY0399'FEET SOUTHEAST OF THE CENTER OF GATE, 67 FEET NORTH OF A 20
 BY0399'INCH PINE TREE, 19 FEET WEST OF THE CENTER OF THE DOOR OF A
 BY0399'SMALL BUILDING AND 4.5 FEET WEST OF A METAL WITNESS POST WITH
 BY0399'SIGN ATTACHED.  IT IS ASSUMED THAT THE UNDERGROUND STATION
 BY0399'MARK IS A STANDARD STATION DISK SET IN THE TOP OF AN IRREGULAR
 BY0399'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE, THE DISK
 BY0399'IS STAMPED BRONSON 1931.
 BY0399'
 BY0399'REFERENCE MARK 1, A STANDARD DISK STAMPED BRONSON 1931 NO 1,
 BY0399'IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT
 BY0399'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET
 BY0399'NORTH OF A 24 INCH PINE TREE AND 27.5 FEET NORTH-NORTHWEST
 BY0399'OF A 10 INCH PINE TREE.
 BY0399'
 BY0399'REFERENCE MARK 2, A STANDARD DISK STAMPED BRONSON 1931 NO 2,
 BY0399'IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT
 BY0399'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 63 FEET
 BY0399'WEST-SOUTHWEST OF A 25 INCH PINE TREE, 35 FEET EAST-SOUTHEAST
 BY0399'OF A 16 INCH PINE TREE AND 22 FEET WEST OF A METAL WITNESS POST
 BY0399'WITH SIGN ATTACHED.
 BY0399'
 BY0399'REFERENCE MARK 3, A STANDARD DISK STAMPED BRONSON 1931 NO 3
 BY0399'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BY0399'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 BY0399'IT IS 34 FEET NORTH OF A 20 INCH PINE TREE AND 20.5 FEET
 BY0399'SOUTH OF A 20 INCH PINE TREE.
 BY0399'
 BY0399'THE AZIMUTH MARK, A STANDARD DISK STAMPED BRONSON 1931 1971,
 BY0399'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BY0399'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 49 FEET
 BY0399'SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 37.5 FEET WEST-SOUTHWEST
 BY0399'OF THE CENTER OF GATE, 27 FEET WEST OF A 30 INCH PINE TREE,
 BY0399'2 FEET WEST-SOUTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED
 BY0399'AND 1 FOOT NORTHEAST OF FENCELINE.
 BY0399'
 BY0399'NOTE--AZIMUTH MARK AND BRONSON MUN TANK VISIBLE ONLY WHEN
 BY0399'LEAVES ARE OFF OF TREES.
 BY0399'
 BY0399'HEIGHT OF LIGHT ABOVE STATION MARK 99.5 FEET.
 BY0399'
 BY0399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 BY0399'NE OF BRONSON
 BY0399
 BY0399                          STATION RECOVERY (1979)
 BY0399
 BY0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0399'0.75 MILE EAST ALONG STATE HIGHWAY 184 FROM THE JUNCTION OF U.S.
 BY0399'HIGHWAY 96 IN BRONSON, THENCE 0.2 MILE NORTH ALONG STATE HIGHWAY 184,
 BY0399'THENCE 0.45 MILE NORTH ALONG FARM ROAD 1, THENCE 0.05 MILE WEST
 BY0399'PASSING THROUGH A LOCKED GATE ALONG A PRIVATE DRIVE, AT A WHITE
 BY0399'WOOD FRAME HOUSE, 138.0 FT. NORTHEAST OF THE NORTHEAST CORNER OF THE
 BY0399'HOUSE, 423.0 FT. WEST OF THE CENTERLINE OF FARM ROAD 1, 492 FT. NORTH
 BY0399'OF BRONSON RM 2.
 BY0399'THE MARK IS 1 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2630 ***********************************************************************
 BY2630  DESIGNATION -  BRONSON LOT
 BY2630  PID         -  BY2630
 BY2630  STATE/COUNTY-  TX/SABINE
 BY2630  USGS QUAD   -  BRONSON (1984)
 BY2630
 BY2630                         *CURRENT SURVEY CONTROL
 BY2630  ___________________________________________________________________
 BY2630* NAD 83(1993)-  31 21 37.50913(N)    094 00 07.51539(W)     ADJUSTED  
 BY2630* NAVD 88     -                                                        
 BY2630  ___________________________________________________________________
 BY2630  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BY2630  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BY2630
 BY2630  HORZ ORDER  -  THIRD
 BY2630
 BY2630.The horizontal coordinates were established by classical geodetic methods
 BY2630.and adjusted by the National Geodetic Survey in February 1996..
 BY2630
 BY2630
 BY2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2630
 BY2630.The geoid height was determined by GEOID03.
 BY2630
 BY2630;                    North         East     Units Scale Factor Converg.
 BY2630;SPC TX C     - 3,204,898.364 1,301,990.238   MT  0.99990130   +3 15 39.5
 BY2630;SPC TX C     -10,514,737.38  4,271,612.97   sFT  0.99990130   +3 15 39.5
 BY2630;UTM  15      - 3,469,980.317   404,694.097   MT  0.99971203   -0 31 17.6
 BY2630
 BY2630                          SUPERSEDED SURVEY CONTROL
 BY2630
 BY2630  NAD 83(1986)-  31 21 37.51782(N)    094 00 07.50961(W) AD(       ) 4
 BY2630  NAD 27      -  31 21 36.85315(N)    094 00 06.82520(W) AD(       ) 3
 BY2630
 BY2630.Superseded values are not recommended for survey control.
 BY2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2630.See file dsdata.txt to determine how the superseded data were derived.
 BY2630
 BY2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0469469980(NAD 83)
 BY2630_MARKER: 57 = LOOKOUT TOWER
 BY2630
 BY2630  HISTORY     - Date     Condition        Report By
 BY2630  HISTORY     - 1972     FIRST OBSERVED   NGS
 BY2630  HISTORY     - 20010508 GOOD             USPSQD
 BY2630
 BY2630                          STATION DESCRIPTION
 BY2630
 BY2630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BY2630'BRONSON LOOKOUT TOWER IS UNDER THE MANAGEMENT OF THE TEXAS FOREST
 BY2630'SERVICE.  IT IS LOCATED 1-1/4 MILES NORTHEAST OF BRONSON ON TEXAS
 BY2630'FOREST SERVICE PROPERTY.
 BY2630'
 BY2630'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 184 AND FARM ROAD 1 AT
 BY2630'THE EAST EDGE OF BRONSON, GO NORTH ON STATE HIGHWAY 184 AND FARM
 BY2630'ROAD 1 FOR 0.2 MILE TO THE JUNCTION OF THESE HIGHWAYS, CONTINUE
 BY2630'NORTH ON FRAM ROAD 1 FOR 0.6 MILE TO A SIDE ROAD LEFT AT SIGN
 BY2630'BRONSON LOOKOUT TOWER, TURN LEFT AND GO WEST ON GRADED ROAD
 BY2630'FOR 0.15 MILE TO THE LOOKOUT TOWER.
 BY2630'
 BY2630'IT A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER WITH A CABIN ON
 BY2630'TOP AND HAS AN OVERALL HEIGHT OF ABOUT 110 FEET.
 BY2630'
 BY2630'THE POINT INTERSECTED WAS THE VENT AT THE TOP CENTER OF THE ROOF.
 BY2630
 BY2630                          STATION RECOVERY (2001)
 BY2630
 BY2630'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BY2630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2631 ***********************************************************************
 BY2631  DESIGNATION -  BRONSON MUN TANK
 BY2631  PID         -  BY2631
 BY2631  STATE/COUNTY-  TX/SABINE
 BY2631  USGS QUAD   -  BRONSON (1984)
 BY2631
 BY2631                         *CURRENT SURVEY CONTROL
 BY2631  ___________________________________________________________________
 BY2631* NAD 83(1993)-  31 20 44.74285(N)    094 00 26.51278(W)     ADJUSTED  
 BY2631* NAVD 88     -                                                        
 BY2631  ___________________________________________________________________
 BY2631  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BY2631  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BY2631
 BY2631  HORZ ORDER  -  THIRD
 BY2631
 BY2631.The horizontal coordinates were established by classical geodetic methods
 BY2631.and adjusted by the National Geodetic Survey in February 1996..
 BY2631
 BY2631
 BY2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2631
 BY2631.The geoid height was determined by GEOID03.
 BY2631
 BY2631;                    North         East     Units Scale Factor Converg.
 BY2631;SPC TX C     - 3,203,247.471 1,301,581.382   MT  0.99989974   +3 15 29.7
 BY2631;SPC TX C     -10,509,321.08  4,270,271.58   sFT  0.99989974   +3 15 29.7
 BY2631;UTM  15      - 3,468,360.296   404,177.323   MT  0.99971325   -0 31 26.7
 BY2631
 BY2631                          SUPERSEDED SURVEY CONTROL
 BY2631
 BY2631  NAD 83(1986)-  31 20 44.75165(N)    094 00 26.50706(W) AD(       ) 4
 BY2631  NAD 27      -  31 20 44.08506(N)    094 00 25.82165(W) AD(       ) 3
 BY2631
 BY2631.Superseded values are not recommended for survey control.
 BY2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2631.See file dsdata.txt to determine how the superseded data were derived.
 BY2631
 BY2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0417768360(NAD 83)
 BY2631_MARKER: 53 = ELEVATED TANK
 BY2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2631+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2001
 BY2631
 BY2631  HISTORY     - Date     Condition        Report By
 BY2631  HISTORY     - 1972     FIRST OBSERVED   NGS
 BY2631  HISTORY     - 20010508 GOOD             USPSQD
 BY2631
 BY2631                          STATION DESCRIPTION
 BY2631
 BY2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BY2631'THE BRONSON MUNICIPAL WATER TANK IS LOCATED 0.4 MILE EAST OF THE
 BY2631'JUNCTION OF U. S. HIGHWAY 96 AND STATE HIGHWAY 184 ON THE RIGHT,
 BY2631'NORTH, SIDE OF THE HIGHWAY, IN BRONSON.
 BY2631'
 BY2631'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED GREEN, WITH A BALL
 BY2631'SHAPED TANK AND HAS AN OVERALL HEIGTH OF 120 FEET.
 BY2631'
 BY2631'THE POINT INTERSECTED WAS THE BALL AT THE TOP CENTER OF THE TANK.
 BY2631
 BY2631                          STATION RECOVERY (2001)
 BY2631
 BY2631'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BY2631'NOW PAINTED TAN.  3 LEG TOWER MARKED WITH THE LETTERS G-M
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0400 ***********************************************************************
 BY0400  DESIGNATION -  BRONSON RM 1
 BY0400  PID         -  BY0400
 BY0400  STATE/COUNTY-  TX/SABINE
 BY0400  USGS QUAD   -  BRONSON (1984)
 BY0400
 BY0400                         *CURRENT SURVEY CONTROL
 BY0400  ___________________________________________________________________
 BY0400* NAD 83(1986)-  31 21 24.     (N)    094 00 13.     (W)     SCALED    
 BY0400* NAVD 88     -       124.862  (meters)     409.65   (feet)  ADJUSTED  
 BY0400  ___________________________________________________________________
 BY0400  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY0400  DYNAMIC HT  -         124.706 (meters)     409.14  (feet)  COMP
 BY0400  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 BY0400
 BY0400  VERT ORDER  -  FIRST     CLASS II
 BY0400
 BY0400.The horizontal coordinates were scaled from a topographic map and have
 BY0400.an estimated accuracy of +/- 6 seconds.
 BY0400
 BY0400.The orthometric height was determined by differential leveling
 BY0400.and adjusted by the National Geodetic Survey in June 1991..
 BY0400
 BY0400.The geoid height was determined by GEOID03.
 BY0400
 BY0400.The dynamic height is computed by dividing the NAVD 88
 BY0400.geopotential number by the normal gravity value computed on the
 BY0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0400.degrees latitude (g = 980.6199 gals.).
 BY0400
 BY0400.The modeled gravity was interpolated from observed gravity values.
 BY0400
 BY0400;                    North         East    Units  Estimated Accuracy
 BY0400;SPC TX C     - 3,204,480.    1,301,870.      MT  (+/- 180 meters Scaled)
 BY0400
 BY0400                          SUPERSEDED SURVEY CONTROL
 BY0400
 BY0400  NGVD 29 (??/??/??)  124.882  (m)          409.72   (f) ADJUSTED    1 2
 BY0400
 BY0400.Superseded values are not recommended for survey control.
 BY0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0400.See file dsdata.txt to determine how the superseded data were derived.
 BY0400
 BY0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ045695(NAD 83)
 BY0400_MARKER: DR = REFERENCE MARK DISK
 BY0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0400_STAMPING: BRONSON NO 1 1931
 BY0400_PROJECTION: FLUSH
 BY0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0400+STABILITY: SURFACE MOTION
 BY0400
 BY0400  HISTORY     - Date     Condition        Report By
 BY0400  HISTORY     - 1931     MONUMENTED       CGS
 BY0400  HISTORY     - 1952     GOOD             NGS
 BY0400  HISTORY     - 1979     GOOD             NGS
 BY0400
 BY0400                          STATION DESCRIPTION
 BY0400
 BY0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0400'1.3 MI NE FROM BRONSON.
 BY0400'0.6 MILE EAST ALONG STATE HIGHWAY 184 FROM THE GULF, COLORADO AND
 BY0400'SANTA FE RAILROAD STATION AT BRONSON, THENCE 0.2 MILE NORTH ALONG
 BY0400'STATE HIGHWAY 184, THENCE 0.5 MILE NORTH ALONG FARM ROAD 1776, IN A
 BY0400'SMALL CLEARING, 230 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE O.
 BY0400'MCDANIEL FARMHOUSE, 345 FEET WEST OF THE CENTER LINE OF THE FARM ROAD,
 BY0400'72 FEET NORTHWEST OF AN 18 INCH PINE TREE, 125 FEET NORTH OF A FENCE,
 BY0400'87.9 FEET EAST OF TRIANGULATION STATION BRONSON 1931, SET IN THE TOP
 BY0400'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY0400
 BY0400                          STATION RECOVERY (1979)
 BY0400
 BY0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0400'0.75 MILE EAST ALONG STATE HIGHWAY 184 FROM THE JUNCTION OF U.S.
 BY0400'HIGHWAY 96 IN BRONSON, THENCE 0.2 MILE NORTH ALONG STATE HIGHWAY
 BY0400'84, THENCE 0.45 MILE NORTH ALONG FARM ROAD 1, IN A SMALL CLEARING,
 BY0400'230.0 FT. NORTHEAST OF THE NORTHEAST CORNER OF A FARM HOUSE, 125.0
 BY0400'FT. NORTH OF A FENCE LINE.
 BY0400'THE MARK IS 1 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0398 ***********************************************************************
 BY0398  DESIGNATION -  BRONSON RM 2
 BY0398  PID         -  BY0398
 BY0398  STATE/COUNTY-  TX/SABINE
 BY0398  USGS QUAD   -  BRONSON (1984)
 BY0398
 BY0398                         *CURRENT SURVEY CONTROL
 BY0398  ___________________________________________________________________
 BY0398* NAD 83(1986)-  31 21 24.     (N)    094 00 13.     (W)     SCALED    
 BY0398* NAVD 88     -       123.25   (+/-2cm)     404.4    (feet)  VERTCON   
 BY0398  ___________________________________________________________________
 BY0398  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY0398
 BY0398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0398
 BY0398.The horizontal coordinates were scaled from a topographic map and have
 BY0398.an estimated accuracy of +/- 6 seconds.
 BY0398
 BY0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0398.The vertical order pertains to the NGVD 29 superseded value.
 BY0398
 BY0398.The geoid height was determined by GEOID03.
 BY0398
 BY0398;                    North         East    Units  Estimated Accuracy
 BY0398;SPC TX C     - 3,204,480.    1,301,870.      MT  (+/- 180 meters Scaled)
 BY0398
 BY0398                          SUPERSEDED SURVEY CONTROL
 BY0398
 BY0398  NGVD 29 (??/??/92)  123.268  (m)          404.42   (f) ADJ UNCH    2 0
 BY0398
 BY0398.Superseded values are not recommended for survey control.
 BY0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0398.See file dsdata.txt to determine how the superseded data were derived.
 BY0398
 BY0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ045695(NAD 83)
 BY0398_MARKER: DR = REFERENCE MARK DISK
 BY0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0398_STAMPING: BRONSON NO 2 1931
 BY0398_PROJECTION: FLUSH
 BY0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0398+STABILITY: SURFACE MOTION
 BY0398
 BY0398  HISTORY     - Date     Condition        Report By
 BY0398  HISTORY     - 1931     MONUMENTED       CGS
 BY0398  HISTORY     - 1952     GOOD             NGS
 BY0398  HISTORY     - 1979     GOOD             NGS
 BY0398
 BY0398                          STATION DESCRIPTION
 BY0398
 BY0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0398'1.3 MI NE FROM BRONSON.
 BY0398'0.6 MILE EAST ALONG STATE HIGHWAY 184 FROM THE GULF, COLORADO AND
 BY0398'SANTA FE RAILROAD STATION AT BRONSON, THENCE 0.2 MILE NORTH ALONG
 BY0398'STATE HIGHWAY 184, THENCE 0.5 MILE NORTH ALONG FARM ROAD 1776, 360
 BY0398'FEET SOUTH OF THE O.MCDANIEL FARMHOUSE, 492 FEET SOUTH OF
 BY0398'TRIANGULATION STATION BRONSON 1931, 324 FEET SOUTH OF A FENCE, 211
 BY0398'FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 160 FEET WEST OF A
 BY0398'FENCE, 31 FEET WEST OF A 14 INCH PINE TREE, 1.1 FEET SOUTH OF A
 BY0398'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 BY0398'FOOT ABOVE THE GROUND.
 BY0398
 BY0398                          STATION RECOVERY (1979)
 BY0398
 BY0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0398'0.75 MILE EAST ALONG STATE HIGHWAY 184 FROM THE JUNCTION OF U.S.
 BY0398'HIGHWAY 96 IN BRONSON, THENCE 0.2 MILE NORTH ALONG STATE HIGHWAY
 BY0398'184, THENCE 0.4 MILE NORTH ALONG FARM ROAD 1, IN A WOODED AREA,
 BY0398'65.0 YARDS WEST OF THE CENTER OF THE ROAD, 492.0 FT. SOUTH OF
 BY0398'TRIANGULATION STATION BRONSON, 360.0 FT. SOUTH OF A FARM HOUSE,
 BY0398'60.0 FT. WEST OF A 30-INCH PINE TREE.  NOTE-INACCESSIBLE FOR FIRST
 BY0398'ORDER LEVELS AT THIS DATE.
 BY0398'THE MARK IS 2 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0011 ***********************************************************************
 CB0011  DESIGNATION -  BRONTE
 CB0011  PID         -  CB0011
 CB0011  STATE/COUNTY-  TX/COKE
 CB0011  USGS QUAD   -  BRONTE (1987)
 CB0011
 CB0011                         *CURRENT SURVEY CONTROL
 CB0011  ___________________________________________________________________
 CB0011* NAD 83(1986)-  31 53 22.     (N)    100 17 26.     (W)     SCALED    
 CB0011* NAVD 88     -       547.932  (meters)    1797.67   (feet)  ADJUSTED  
 CB0011  ___________________________________________________________________
 CB0011  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 CB0011  DYNAMIC HT  -         547.214 (meters)    1795.32  (feet)  COMP
 CB0011  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 CB0011
 CB0011  VERT ORDER  -  SECOND    CLASS 0
 CB0011
 CB0011.The horizontal coordinates were scaled from a topographic map and have
 CB0011.an estimated accuracy of +/- 6 seconds.
 CB0011
 CB0011.The orthometric height was determined by differential leveling
 CB0011.and adjusted by the National Geodetic Survey in June 1991..
 CB0011
 CB0011.The geoid height was determined by GEOID03.
 CB0011
 CB0011.The dynamic height is computed by dividing the NAVD 88
 CB0011.geopotential number by the normal gravity value computed on the
 CB0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0011.degrees latitude (g = 980.6199 gals.).
 CB0011
 CB0011.The modeled gravity was interpolated from observed gravity values.
 CB0011
 CB0011;                    North         East    Units  Estimated Accuracy
 CB0011;SPC TX C     - 3,246,420.      704,050.      MT  (+/- 180 meters Scaled)
 CB0011
 CB0011                          SUPERSEDED SURVEY CONTROL
 CB0011
 CB0011  NGVD 29 (??/??/92)  547.744  (m)         1797.06   (f) ADJ UNCH    2 0
 CB0011
 CB0011.Superseded values are not recommended for survey control.
 CB0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0011.See file dsdata.txt to determine how the superseded data were derived.
 CB0011
 CB0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA779289(NAD 83)
 CB0011_MARKER: DS = TRIANGULATION STATION DISK
 CB0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0011_STAMPING: BRONTE 1935
 CB0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0011+STABILITY: SURFACE MOTION
 CB0011
 CB0011  HISTORY     - Date     Condition        Report By
 CB0011  HISTORY     - 1935     MONUMENTED       CGS
 CB0011  HISTORY     - 1936     GOOD             TXGS
 CB0011  HISTORY     - 1937     GOOD             TXHD
 CB0011  HISTORY     - 1947     GOOD             LOCENG
 CB0011  HISTORY     - 1958     GOOD             USGS
 CB0011  HISTORY     - 1961     GOOD             CGS
 CB0011  HISTORY     - 1961     GOOD             NGS
 CB0011
 CB0011                          STATION DESCRIPTION
 CB0011
 CB0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0011'STATION IS LOCATED WITHIN THE LIMITS OF THE TOWN OF BRONTE
 CB0011'ON THE NE SIDE ALONG STATE HIGHWAY 70.  MARK IS 50 FEET E
 CB0011'OF CENTER LINE OF ROAD (STATE HIGHWAY 70), 5 FEET S OF HIGHWAY
 CB0011'RIGHT-OF-WAY MONUMENT, AND PROJECTS 8 INCHES.
 CB0011'
 CB0011'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CB0011'BRONZE DISKS SET IN CONCRETE.
 CB0011'
 CB0011'REFERENCE MARK NO. 1 IS N OF STATION, 50 FEET E OF CENTER LINE
 CB0011'OF STATE HIGHWAY 70, AND PROJECTS 8 INCHES.
 CB0011'
 CB0011'REFERENCE MARK NO. 2 IS W OF STATION, 50 FEET W OF CENTER LINE
 CB0011'OF STATE HIGHWAY 70, 2 FEET S OF HIGHWAY RIGHT-OF-WAY MONUMENT,
 CB0011'AND PROJECTS 8 INCHES.
 CB0011'
 CB0011'AZIMUTH MARK IS N OF STATION.  TO REACH, GO N ON STATE HIGHWAY
 CB0011'70 FOR 0.45 MILE TO MARK ON RIGHT (E).  MARK IS 30 FEET W OF
 CB0011'CENTER LINE OF ROAD, 70 FEET E OF CENTER LINE OF STATE HIGHWAY
 CB0011'70, AND PROJECTS 6 INCHES.
 CB0011'
 CB0011'TO REACH THE STATION FROM THE MAIN CORNER IN BRONTE, GO N ON
 CB0011'STATE HIGHWAY 70 FOR 0.2 MILE TO MARK ON RIGHT (E).
 CB0011'
 CB0011'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CB0011
 CB0011                          STATION RECOVERY (1936)
 CB0011
 CB0011'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1936
 CB0011'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 CB0011
 CB0011                          STATION RECOVERY (1937)
 CB0011
 CB0011'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0011'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 CB0011'
 CB0011'DESCRIPTION FOR LOCATING STATION IS ADEQUATE.
 CB0011
 CB0011                          STATION RECOVERY (1947)
 CB0011
 CB0011'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947 (DDG)
 CB0011'STATION RECOVERED BY GEN GEOPHYSICAL CO.
 CB0011'
 CB0011'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 CB0011
 CB0011                          STATION RECOVERY (1958)
 CB0011
 CB0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CB0011'STATION RECOVERED IN GOOD CONDITION.
 CB0011'
 CB0011'REFERENCE MARKS AND AZIMUTH MARK NOT SEARCHED FOR.
 CB0011'
 CB0011'THE STATION IS LOCATED 0.15 MILES N OF THE POST OFFICE AT BRONTE,
 CB0011'TEXAS IN THE NE CORNER OF THE INTERSECTION OF U.S. HIGHWAY 277
 CB0011'AND TRAMMELL STREET.  50 FEET E CENTERLINE HIGHWAY AND 45 FEET
 CB0011'N OF TRAMMELL STREET.  STANDARD DISK SET IN CONCRETE POST
 CB0011'PROJECTING 0.5 FEET STAMPED BRONTE 1935.
 CB0011
 CB0011                          STATION RECOVERY (1961)
 CB0011
 CB0011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (MS)
 CB0011'STATION, R.M. 1 AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.
 CB0011'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT COULD HAVE
 CB0011'BEEN DESTROYED DURING HIGHWAY CONSTRUCTION.
 CB0011'
 CB0011'STATION IS LOCATED ABOUT 0.15 MILES E ALONG STATE HWY 158 FROM
 CB0011'THE PANHANDLE AND SANTA FE R.R. STATION AT BRONTE, THENCE 0.15
 CB0011'MILE N ALONG U.S. HWY 277, 88 FEET NE OF THE CENTER OF THE
 CB0011'INTERSECTION OF THE HIGHWAY AND AN E-W PAVED STREET, 54 FEET
 CB0011'E OF THE CENTER LINE OF THE HIGHWAY, 45 FEET N OF THE CENTER LINE
 CB0011'OF THE STREET, 1.3 FEET N OF A METAL WITNESS POST AND ABOUT
 CB0011'LEVEL WITH THE HIGHWAY AND STREET.  MARK IS A STANDARD
 CB0011'TRIANGULATION STATION DISK STAMPED BRONTE 1935 SET IN THE TOP
 CB0011'OF A CONCRETE POST PROJECTING 4 INCHES.
 CB0011'
 CB0011'REFERENCE MARK 1 IS 91.4 FEET N OF STATION, 58 FEET E OF CENTER
 CB0011'LINE OF U.S. HWY 277, 136 FEET N OF CENTER LINE OF E-W PAVED
 CB0011'STREET ANAD 0.8 FEET E OF A METAL WITNESS POST.  MARK IS A
 CB0011'STANDARD REFERENCE MARK DISK STAMPED BRONTE NO 1 1935 SET IN
 CB0011'CONCRETE POST PROJECTING 4 INCHES.
 CB0011'
 CB0011'AZIMUTH MARK ABOUT 0.45 MILE N OF STATION, 187 FEET E OF THE
 CB0011'CENTER LINE OF U.S. HWY 277, 32 FEET W OF CENTER LINE OF PAVED
 CB0011'ROAD LEADING S, 67 FEET NE OF A TELEPHONE POLE, 4-1/2 FEET W
 CB0011'OF A FENCE AND 1.3 FEET E OF A METAL WITNESS POST.  MARK IS A
 CB0011'STANDARD REFERENCE DISK STAMPED BRONTE AZI 1935 SET IN CONCRETE
 CB0011'POST PROJECTING 4 INCHES.
 CB0011
 CB0011                          STATION RECOVERY (1961)
 CB0011
 CB0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CB0011'0.3 MI NE FROM BRONTE.
 CB0011'ABOUT 0.15 MILES EAST ALONG STATE HIGHWAY 158 FROM THE PANHANDLE AND
 CB0011'SANTA FE RAILROAD STATION AT BRONTE, THENCE 0.15 MILE NORTH ALONG U.
 CB0011'S. HIGHWAY 277, 88 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 CB0011'THE HIGHWAY AND AN EAST-WEST PAVED STREET, 54 FEET EAST OF THE CENTER
 CB0011'LINE OF THE HIGHWAY, 45 FEET NORTH OF THE CENTER LINE OF THE STREET,
 CB0011'1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 CB0011'AND THE STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CB0011'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0012 ***********************************************************************
 CB0012  DESIGNATION -  BRONTE AZ MK
 CB0012  PID         -  CB0012
 CB0012  STATE/COUNTY-  TX/COKE
 CB0012  USGS QUAD   -  BRONTE (1987)
 CB0012
 CB0012                         *CURRENT SURVEY CONTROL
 CB0012  ___________________________________________________________________
 CB0012* NAD 83(1986)-  31 53 40.     (N)    100 17 09.     (W)     SCALED    
 CB0012* NAVD 88     -       549.351  (meters)    1802.33   (feet)  ADJUSTED  
 CB0012  ___________________________________________________________________
 CB0012  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 CB0012  DYNAMIC HT  -         548.631 (meters)    1799.97  (feet)  COMP
 CB0012  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 CB0012
 CB0012  VERT ORDER  -  SECOND    CLASS 0
 CB0012
 CB0012.The horizontal coordinates were scaled from a topographic map and have
 CB0012.an estimated accuracy of +/- 6 seconds.
 CB0012
 CB0012.The orthometric height was determined by differential leveling
 CB0012.and adjusted by the National Geodetic Survey in June 1991..
 CB0012
 CB0012.The geoid height was determined by GEOID03.
 CB0012
 CB0012.The dynamic height is computed by dividing the NAVD 88
 CB0012.geopotential number by the normal gravity value computed on the
 CB0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0012.degrees latitude (g = 980.6199 gals.).
 CB0012
 CB0012.The modeled gravity was interpolated from observed gravity values.
 CB0012
 CB0012;                    North         East    Units  Estimated Accuracy
 CB0012;SPC TX C     - 3,246,970.      704,490.      MT  (+/- 180 meters Scaled)
 CB0012
 CB0012                          SUPERSEDED SURVEY CONTROL
 CB0012
 CB0012  NGVD 29 (??/??/92)  549.163  (m)         1801.71   (f) ADJ UNCH    2 0
 CB0012
 CB0012.Superseded values are not recommended for survey control.
 CB0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0012.See file dsdata.txt to determine how the superseded data were derived.
 CB0012
 CB0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA784294(NAD 83)
 CB0012_MARKER: DZ = AZIMUTH MARK DISK
 CB0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0012_STAMPING: BRONTE 1935 AZI
 CB0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0012+STABILITY: SURFACE MOTION
 CB0012
 CB0012  HISTORY     - Date     Condition        Report By
 CB0012  HISTORY     - 1935     MONUMENTED       CGS
 CB0012  HISTORY     - 1961     GOOD             NGS
 CB0012
 CB0012                          STATION DESCRIPTION
 CB0012
 CB0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CB0012'0.75 MI NE FROM BRONTE.
 CB0012'ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 158 FROM THE PANHANDLE AND
 CB0012'SANTA FE RAILROAD STATION AT BRONTE, THENCE 0.6 MILE NORTH ALONG U. S.
 CB0012'HIGHWAY 277, 187 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  32 FEET
 CB0012'WEST OF THE CENTER LINE OF A PAVED ROAD LEADING SOUTH, 67 FEET
 CB0012'NORTHEAST OF A TELEPHONE POLE, 49 1/2 FEET SOUTHEAST OF A TELEPHONE
 CB0012'POLE, 4 1/2 FEET WEST OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS
 CB0012'POST, ABOUT LEVEL WITH THE PAVED ROAD AND ABOUT 3 FEET BELOW THE LEVEL
 CB0012'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CB0012'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0836 ***********************************************************************
 CB0836  DESIGNATION -  BRONTE MUNICIPAL TANK
 CB0836  PID         -  CB0836
 CB0836  STATE/COUNTY-  TX/COKE
 CB0836  USGS QUAD   -  BRONTE (1987)
 CB0836
 CB0836                         *CURRENT SURVEY CONTROL
 CB0836  ___________________________________________________________________
 CB0836* NAD 83(1993)-  31 53 14.08755(N)    100 17 47.54440(W)     ADJUSTED  
 CB0836* NAVD 88     -                                                        
 CB0836  ___________________________________________________________________
 CB0836  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CB0836  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 CB0836
 CB0836  HORZ ORDER  -  THIRD
 CB0836
 CB0836.The horizontal coordinates were established by classical geodetic methods
 CB0836.and adjusted by the National Geodetic Survey in February 1996..
 CB0836
 CB0836
 CB0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0836
 CB0836.The geoid height was determined by GEOID03.
 CB0836
 CB0836;                    North         East     Units Scale Factor Converg.
 CB0836;SPC TX C     - 3,246,174.791   703,480.959   MT  1.00000105   +0 01 08.2
 CB0836;SPC TX C     -10,650,158.46  2,308,003.78   sFT  1.00000105   +0 01 08.2
 CB0836;UTM  14      - 3,528,670.889   377,380.566   MT  0.99978543   -0 41 05.9
 CB0836
 CB0836                          SUPERSEDED SURVEY CONTROL
 CB0836
 CB0836  NAD 83(1986)-  31 53 14.09391(N)    100 17 47.53031(W) AD(       ) 4
 CB0836  NAD 27      -  31 53 13.57100(N)    100 17 46.19600(W) AD(       ) 3
 CB0836
 CB0836.Superseded values are not recommended for survey control.
 CB0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0836.See file dsdata.txt to determine how the superseded data were derived.
 CB0836
 CB0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA7738128671(NAD 83)
 CB0836_MARKER: 53 = ELEVATED TANK
 CB0836
 CB0836  HISTORY     - Date     Condition        Report By
 CB0836  HISTORY     - 1935     FIRST OBSERVED   CGS
 CB0836
 CB0836                          STATION DESCRIPTION
 CB0836
 CB0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0836'POINT OBSERVED UPON WAS THE FINIAL OF THE BLACK MUNICIPAL
 CB0836'WATER TANK, ABOUT 90 FEET HIGH LOCATED IN THE NW PART OF THE
 CB0836'TOWN OF BRONTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0010 ***********************************************************************
 CB0010  DESIGNATION -  BRONTE RM 1
 CB0010  PID         -  CB0010
 CB0010  STATE/COUNTY-  TX/COKE
 CB0010  USGS QUAD   -  BRONTE (1987)
 CB0010
 CB0010                         *CURRENT SURVEY CONTROL
 CB0010  ___________________________________________________________________
 CB0010* NAD 83(1986)-  31 53 22.     (N)    100 17 25.     (W)     SCALED    
 CB0010* NAVD 88     -       547.971  (meters)    1797.80   (feet)  ADJUSTED  
 CB0010  ___________________________________________________________________
 CB0010  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 CB0010  DYNAMIC HT  -         547.253 (meters)    1795.45  (feet)  COMP
 CB0010  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 CB0010
 CB0010  VERT ORDER  -  SECOND    CLASS 0
 CB0010
 CB0010.The horizontal coordinates were scaled from a topographic map and have
 CB0010.an estimated accuracy of +/- 6 seconds.
 CB0010
 CB0010.The orthometric height was determined by differential leveling
 CB0010.and adjusted by the National Geodetic Survey in June 1991..
 CB0010
 CB0010.The geoid height was determined by GEOID03.
 CB0010
 CB0010.The dynamic height is computed by dividing the NAVD 88
 CB0010.geopotential number by the normal gravity value computed on the
 CB0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0010.degrees latitude (g = 980.6199 gals.).
 CB0010
 CB0010.The modeled gravity was interpolated from observed gravity values.
 CB0010
 CB0010;                    North         East    Units  Estimated Accuracy
 CB0010;SPC TX C     - 3,246,420.      704,070.      MT  (+/- 180 meters Scaled)
 CB0010
 CB0010                          SUPERSEDED SURVEY CONTROL
 CB0010
 CB0010  NGVD 29 (??/??/92)  547.783  (m)         1797.18   (f) ADJ UNCH    2 0
 CB0010
 CB0010.Superseded values are not recommended for survey control.
 CB0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0010.See file dsdata.txt to determine how the superseded data were derived.
 CB0010
 CB0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA779289(NAD 83)
 CB0010_MARKER: DR = REFERENCE MARK DISK
 CB0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0010_STAMPING: BRONTE NO 1 1935
 CB0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0010+STABILITY: SURFACE MOTION
 CB0010
 CB0010  HISTORY     - Date     Condition        Report By
 CB0010  HISTORY     - 1935     MONUMENTED       CGS
 CB0010  HISTORY     - 1961     GOOD             NGS
 CB0010
 CB0010                          STATION DESCRIPTION
 CB0010
 CB0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CB0010'0.3 MI NE FROM BRONTE.
 CB0010'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 158 FROM THE PANHANDLE AND
 CB0010'SANTA FE RAILROAD STATION AT BRONTE, THENCE 0.15 MILE NORTH ALONG U.
 CB0010'S. HIGHWAY 277, 58 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 136
 CB0010'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST PAVED STREET, 91.4 FEET
 CB0010'NORTH OF BRONTE 1935, 0.8 FEET EAST OF A METAL WITNESS POST, ABOUT
 CB0010'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CB0010'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1137 ***********************************************************************
 CS1137  DESIGNATION -  BRONZE PLUG
 CS1137  PID         -  CS1137
 CS1137  STATE/COUNTY-  TX/DALLAS
 CS1137  USGS QUAD   -  DUNCANVILLE (1981)
 CS1137
 CS1137                         *CURRENT SURVEY CONTROL
 CS1137  ___________________________________________________________________
 CS1137* NAD 83(1986)-  32 44 44.     (N)    096 57 53.     (W)     SCALED    
 CS1137* NAVD 88     -       148.00   (+/-2cm)     485.6    (feet)  VERTCON   
 CS1137  ___________________________________________________________________
 CS1137  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CS1137
 CS1137  VERT ORDER  -  FIRST     CLASS II (See Below)
 CS1137
 CS1137.The horizontal coordinates were scaled from a topographic map and have
 CS1137.an estimated accuracy of +/- 6 seconds.
 CS1137
 CS1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1137.The vertical order pertains to the NGVD 29 superseded value.
 CS1137
 CS1137.The geoid height was determined by GEOID03.
 CS1137
 CS1137;                    North         East    Units  Estimated Accuracy
 CS1137;SPC TXNC     - 2,120,690.      743,870.      MT  (+/- 180 meters Scaled)
 CS1137
 CS1137                          SUPERSEDED SURVEY CONTROL
 CS1137
 CS1137  NGVD 29 (??/??/92)  148.028  (m)          485.66   (f) ADJ UNCH    1 2
 CS1137
 CS1137.Superseded values are not recommended for survey control.
 CS1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1137.See file dsdata.txt to determine how the superseded data were derived.
 CS1137
 CS1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB906249(NAD 83)
 CS1137_MARKER: Z = SEE DESCRIPTION
 CS1137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CS1137_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CS1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1137
 CS1137  HISTORY     - Date     Condition        Report By
 CS1137  HISTORY     - UNK      MONUMENTED       CGS
 CS1137  HISTORY     - 1952     GOOD             NGS
 CS1137  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS1137  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 CS1137
 CS1137                          STATION DESCRIPTION
 CS1137
 CS1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1137'2.2 MI E FROM GRAND PRAIRIE.
 CS1137'2.2 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1137'AT GRAND PRAIRIE, AT THE ENTRANCE TO HENSLEY FIELD, 65 FEET SOUTHWEST
 CS1137'OF THE SOUTHWEST CORNER OF THEATRE BUILDING 208, 50 FEET SOUTH OF THE
 CS1137'CENTER LINE OF FIRST STREET, A BRONZE PLUG WELDED ON THE TOP OF A 2
 CS1137'1/2 INCH IRON PIPE WHICH IS SET IN CONCRETE AND PROJECTS 0.7 FOOT
 CS1137'ABOVE THE GROUND.  NOTE-- NO 2-1/2 INCH IRON PIPE WITH A BRONZE PLUG,
 CS1137'IN A CAP-WELDED ON THE TOP AND SET IN CONCRETE COULD BE FOUND IN THE
 CS1137'VICINITY OF THE AREA DESCRIBED.  THIS AREA IS NOW A LAWN AND NOTHING
 CS1137'PROJECTS ABOVE THE GROUND.
 CS1137
 CS1137                          STATION RECOVERY (1966)
 CS1137
 CS1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1137'MARK NOT FOUND.
 CS1137
 CS1137                          STATION RECOVERY (2003)
 CS1137
 CS1137'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1341 ***********************************************************************
 BZ1341  DESIGNATION -  BROOK
 BZ1341  PID         -  BZ1341
 BZ1341  STATE/COUNTY-  TX/BELL
 BZ1341  USGS QUAD   -  POST OAK MOUNTAIN (1994)
 BZ1341
 BZ1341                         *CURRENT SURVEY CONTROL
 BZ1341  ___________________________________________________________________
 BZ1341* NAD 83(1993)-  31 08 32.41750(N)    097 39 35.02770(W)     ADJUSTED  
 BZ1341* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 BZ1341  ___________________________________________________________________
 BZ1341  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 BZ1341  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BZ1341
 BZ1341  HORZ ORDER  -  SECOND
 BZ1341
 BZ1341.The horizontal coordinates were established by classical geodetic methods
 BZ1341.and adjusted by the National Geodetic Survey in February 1996..
 BZ1341
 BZ1341.The orthometric height was scaled from a topographic map.
 BZ1341
 BZ1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1341
 BZ1341.The geoid height was determined by GEOID03.
 BZ1341
 BZ1341;                    North         East     Units Scale Factor Converg.
 BZ1341;SPC TX C     - 3,166,649.274   954,906.540   MT  0.99988476   +1 22 37.4
 BZ1341;SPC TX C     -10,389,248.49  3,132,889.21   sFT  0.99988476   +1 22 37.4
 BZ1341;UTM  14      - 3,446,149.670   627,765.321   MT  0.99980135   +0 41 35.6
 BZ1341
 BZ1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1341!SPC TX C     -   0.99995776  x   0.99988476  =   0.99984253
 BZ1341!UTM  14      -   0.99995776  x   0.99980135  =   0.99975912
 BZ1341
 BZ1341:                Primary Azimuth Mark                     Grid Az
 BZ1341:SPC TX C     -  BROOK AZ MK                              022 47 26.4
 BZ1341:UTM  14      -  BROOK AZ MK                              023 28 28.2
 BZ1341
 BZ1341|---------------------------------------------------------------------|
 BZ1341| PID    Reference Object                     Distance      Geod. Az  |
 BZ1341|                                                           dddmmss.s |
 BZ1341| CV4359 BROOK AZ MK                                        0241003.8 |
 BZ1341| CV4360 BROOK RM 1                           24.280 METERS 17755     |
 BZ1341| CV4361 BROOK RM 2                           27.673 METERS 26656     |
 BZ1341| BZ1345 CAMP HOOD WEST TANK                 APPROX.12.3 KM 2675007.9 |
 BZ1341| BZ1344 CAMP HOOD EAST TANK                 APPROX. 9.9 KM 2701119.5 |
 BZ1341|---------------------------------------------------------------------|
 BZ1341
 BZ1341                          SUPERSEDED SURVEY CONTROL
 BZ1341
 BZ1341  NAD 83(1986)-  31 08 32.42630(N)    097 39 35.01305(W) AD(       ) 2
 BZ1341  NAD 27      -  31 08 31.79700(N)    097 39 33.95200(W) AD(       ) 2
 BZ1341
 BZ1341.Superseded values are not recommended for survey control.
 BZ1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1341.See file dsdata.txt to determine how the superseded data were derived.
 BZ1341
 BZ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV2776546150(NAD 83)
 BZ1341_MARKER: DS = TRIANGULATION STATION DISK
 BZ1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1341
 BZ1341  HISTORY     - Date     Condition        Report By
 BZ1341  HISTORY     - 1943     MONUMENTED       CGS
 BZ1341  HISTORY     - 1957     POOR             AMS
 BZ1341  HISTORY     - 1962     SEE DESCRIPTION  USE
 BZ1341  HISTORY     - 1965     GOOD             CGS
 BZ1341  HISTORY     - 20010317 GOOD             USPSQD
 BZ1341
 BZ1341                          STATION DESCRIPTION
 BZ1341
 BZ1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1341'ABOUT 4-1/2 MILES NE OF KILLEEN, ABOUT 3 MILES SW OF BROOKHAVEN,
 BZ1341'ABOUT 5-1/2 MILES NW OF NOLANVILLE, ON LAND OF MR. JACK CLOUD.
 BZ1341'THE STATION IS 18 FEET NW OF THE CENTER LINE OF THE ROAD,
 BZ1341'25 FEET NW OF FENCE LINE, AND ABOUT 125 FEET WSW OF GATE AND
 BZ1341'SHEEP LOT.  THE MARK PROJECTS 10 INCHES AND IS STAMPED BROOK
 BZ1341'1943.
 BZ1341'
 BZ1341'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1341'DISKS SET IN CONCRETE.
 BZ1341'
 BZ1341'REFERENCE MARK NO. 1 IS S OF THE STATION IN THE FENCE LINE,
 BZ1341'9 FEET SE OF THE CENTER LINE OF THE ROAD.  THE MARK PROJECTS
 BZ1341'8 INCHES.
 BZ1341'
 BZ1341'REFERENCE MARK NO. 2 IS W OF THE STATION, 15 FEET S OF A
 BZ1341'10-INCH BLACKJACK OAK.  THE MARK PROJECTS 8 INCHES.
 BZ1341'
 BZ1341'THE AZIMUTH MARK IS 0.25 MILE N OF THE STATION, 75 FEET N
 BZ1341'OF DIM ROAD, ON THE EDGE OF BRUSH THICKET.  IT IS REACHED
 BZ1341'FROM THE STATION BY GOING N THROUGH TWO PLANK GATES FOR 0.2
 BZ1341'MILE TO FORKS.  TAKE RIGHT FORK, E, FOR 0.05 MILE TO AZIMUTH
 BZ1341'MARK N OF ROAD.
 BZ1341'
 BZ1341'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF
 BZ1341'THE STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BZ1341'
 BZ1341'REACHED FROM THE RAILROAD DEPOT IN KILLEEN BY GOING N ON
 BZ1341'MAIN STREET FOR 0.5 MILE TO CROSS STREETS.  THEN TURN RIGHT,
 BZ1341'E, AND GO 3.10 MILES TO SIDE ROAD RIGHT JUST AFTER PASSING
 BZ1341'WHITE HOUSE ON LEFT.  THEN TURN RIGHT, E, AND GO 1.15 MILES
 BZ1341'TO SIDE ROAD LEFT.  THEN TURN LEFT, N, AND GO 0.5 MILE TO
 BZ1341'WHERE MAIN ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD ON FARM
 BZ1341'ROAD THROUGH GATE AND GO 0.55 MILE TO FORK IN FRONT OF HOUSE.
 BZ1341'THEN TAKE LEFT FORK ON W SIDE OF HOUSE AND GO 0.25 MILE TO
 BZ1341'GATE AT TOP OF HILL.  GO THROUGH GATE AND CONTINUE N ON MAIN
 BZ1341'ROAD FOR 0.35 MILE TO TRIANGULAR BLAZE ON OAK TREE ON LEFT,
 BZ1341'AND STATION SITE.
 BZ1341'
 BZ1341'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BZ1341
 BZ1341                          STATION RECOVERY (1957)
 BZ1341
 BZ1341'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1341'STATION WAS RECOVERED IN POOR CONDITION.  IT IS TILTED.
 BZ1341
 BZ1341                          STATION RECOVERY (1962)
 BZ1341
 BZ1341'RECOVERY NOTE BY US ENGINEERS 1962
 BZ1341'STATION IS 10.7 METERS NW FROM BLAZE ON OAK TREE, 11.2 METERS
 BZ1341'NNW FROM BLAZE IN OAK TREE.  MARK IS A USC AND GS BRONZE DISK
 BZ1341'INTACT IN TOP PORTION OF ORIGINAL CONCRETE POST AND RECONCRETE
 BZ1341'PLUMB OVER SUB-SURFACE MARK.  CONCRETED IN 14X20-INCH BASE
 BZ1341'PROJECTING 5 INCHES.
 BZ1341'
 BZ1341'R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2 DESTROYED, ONLY
 BZ1341'CONCRETE RUBBLE WITH LOWER PORTION OF PIN REMAINING, IN
 BZ1341'PATH OF TANK TRAIL.
 BZ1341'
 BZ1341'AZIMUTH MARK RECOVERED IN CHIPPED BUT GOOD CONDITION.
 BZ1341'
 BZ1341'REFERENCE MARKS AND AZIMUTH MARK ARE USC AND GS BRONZE DISKS
 BZ1341'SET IN CONCRETE POSTS.
 BZ1341'
 BZ1341'FROM JUNCTION 902 OF NORTH NOLAN ROAD WITH EAST RANGE ROAD,
 BZ1341'TO E 2.7 MILES ON NORTH NOLAN ROAD TO TANK TRAIL JUNCTION
 BZ1341'AT CURVE, THEN GO E ON TANK TRAIL AND DOUBLE TANK TRAIL 0.55
 BZ1341'MILE, THEN S ON TANK TRAIL 0.15 MILE TO STATION SITE WHERE
 BZ1341'TRAIL SPLITS INTO THREE TRAILS.
 BZ1341
 BZ1341                          STATION RECOVERY (1965)
 BZ1341
 BZ1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 BZ1341'STATION FOUND IN GOOD CONDITION.  HAD BEEN RESET IN 1958 BY
 BZ1341'32D ENGRS.  R.M. 1 DISPLACED APPROXIMATELY 3 INCHES.  R.M. 2
 BZ1341'DESTROYED.  AZIMUTH MARK DISK CHIPPED, OTHERWISE GOOD.
 BZ1341'
 BZ1341'DESCRIPTION ADEQUATE.
 BZ1341
 BZ1341                          STATION RECOVERY (2001)
 BZ1341
 BZ1341'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1092 ***********************************************************************
 CA1092  DESIGNATION -  BROOK ET
 CA1092  PID         -  CA1092
 CA1092  STATE/COUNTY-  TX/MCCULLOCH
 CA1092  USGS QUAD   -  VOCA (1963)
 CA1092
 CA1092                         *CURRENT SURVEY CONTROL
 CA1092  ___________________________________________________________________
 CA1092* NAD 83(1993)-  31 03 21.68820(N)    099 14 57.02046(W)     ADJUSTED  
 CA1092* NAVD 88     -       549.9    (meters)    1804.     (feet)  VERTCON   
 CA1092  ___________________________________________________________________
 CA1092  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CA1092  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CA1092
 CA1092  HORZ ORDER  -  THIRD
 CA1092
 CA1092.The horizontal coordinates were established by classical geodetic methods
 CA1092.and adjusted by the National Geodetic Survey in February 1996..
 CA1092
 CA1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1092
 CA1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1092
 CA1092.The geoid height was determined by GEOID03.
 CA1092
 CA1092;                    North         East     Units Scale Factor Converg.
 CA1092;SPC TX C     - 3,154,521.498   803,467.583   MT  0.99988220   +0 33 30.3
 CA1092;SPC TX C     -10,349,459.28  2,636,043.23   sFT  0.99988220   +0 33 30.3
 CA1092;UTM  14      - 3,435,837.550   476,226.380   MT  0.99960697   -0 07 42.8
 CA1092
 CA1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1092!SPC TX C     -   0.99991731  x   0.99988220  =   0.99979952
 CA1092!UTM  14      -   0.99991731  x   0.99960697  =   0.99952432
 CA1092
 CA1092:                Primary Azimuth Mark                     Grid Az
 CA1092:SPC TX C     -  SAN SABA                                 194 47 13.0
 CA1092:UTM  14      -  SAN SABA                                 195 28 26.1
 CA1092
 CA1092|---------------------------------------------------------------------|
 CA1092| PID    Reference Object                     Distance      Geod. Az  |
 CA1092|                                                           dddmmss.s |
 CA1092| BN0728 SAN SABA                            APPROX.10.6 KM 1952043.3 |
 CA1092|---------------------------------------------------------------------|
 CA1092
 CA1092                          SUPERSEDED SURVEY CONTROL
 CA1092
 CA1092  NAD 83(1986)-  31 03 21.69744(N)    099 14 57.00656(W) AD(       ) 3
 CA1092  NAD 27      -  31 03 21.08832(N)    099 14 55.81609(W) AD(       ) 3
 CA1092  NGVD 29 (07/19/86)  549.8    (m)         1804.     (f) VERT ANG       
 CA1092
 CA1092.Superseded values are not recommended for survey control.
 CA1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1092.See file dsdata.txt to determine how the superseded data were derived.
 CA1092
 CA1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7622635838(NAD 83)
 CA1092_MARKER: DD = SURVEY DISK
 CA1092_SETTING: 66 = SET IN ROCK OUTCROP
 CA1092_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CA1092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1092+STABILITY: POSITION/ELEVATION WELL
 CA1092
 CA1092  HISTORY     - Date     Condition        Report By
 CA1092  HISTORY     - 1962     MONUMENTED       USGS
 CA1092
 CA1092                          STATION DESCRIPTION
 CA1092
 CA1092'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CA1092'LOCATED ABOUT 7.5 MI. (AIRLINE) SE. OF BRADY, TEXAS, AND 4.3 MI.
 CA1092'(AIRLINE) N. OF CAMP SAN SABA, TEXAS, ON PROMINENT HILL ABOUT 0.6
 CA1092'MI. E. OF ENTRANCE TO BROOK BRADY CREEK RANCH.
 CA1092'
 CA1092'TO REACH STATION FROM COURTHOUSE AT BRADY, TEXAS, DRIVE S. ALONG U.S.
 CA1092'HIGHWAY 87-377 2.8 MI. TO JUNCTION OF RANCH ROAD 734, TURN E. AND GO
 CA1092'5.0 MI. ALONG NO. 734 TO ENTRANCE TO BROOK RANCH, GO THROUGH GATE AND
 CA1092'CONTINUE 0.6 MI. ON RANCH RD. TO WINDMILL, TURN S. AT THIS POINT AND
 CA1092'GO 0.2 MI. TO WHAT APPEARS TO BE HIGHEST POINT ON HILL AND STATION.
 CA1092'
 CA1092'STATION MARK--STANDARD TABLET CEMENTED IN A DRILL HOLE ON TOP OF A
 CA1092'ROCK OUTCROP PROJECTING ABOUT 0.2 FT. ABOVE GROUND, STAMPED
 CA1092'---BROOK-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0786 ***********************************************************************
 CC0786  DESIGNATION -  BROOKFIELD
 CC0786  PID         -  CC0786
 CC0786  STATE/COUNTY-  TX/WINKLER
 CC0786  USGS QUAD   -  WINK SOUTH (1981)
 CC0786
 CC0786                         *CURRENT SURVEY CONTROL
 CC0786  ___________________________________________________________________
 CC0786* NAD 83(1993)-  31 40 54.91845(N)    103 08 57.84298(W)     ADJUSTED  
 CC0786* NAVD 88     -       831.6    (meters)    2728.     (feet)  VERTCON   
 CC0786  ___________________________________________________________________
 CC0786  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 CC0786  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CC0786
 CC0786  HORZ ORDER  -  SECOND
 CC0786
 CC0786.The horizontal coordinates were established by classical geodetic methods
 CC0786.and adjusted by the National Geodetic Survey in February 1996..
 CC0786
 CC0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0786
 CC0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0786
 CC0786.The geoid height was determined by GEOID03.
 CC0786
 CC0786;                    North         East     Units Scale Factor Converg.
 CC0786;SPC TX C     - 3,226,787.117   433,027.713   MT  0.99995210   -1 27 01.6
 CC0786;SPC TX C     -10,586,550.73  1,420,691.76   sFT  0.99995210   -1 27 01.6
 CC0786;UTM  13      - 3,506,668.146   675,413.510   MT  0.99997951   +0 58 19.9
 CC0786
 CC0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0786!SPC TX C     -   0.99987322  x   0.99995210  =   0.99982532
 CC0786!UTM  13      -   0.99987322  x   0.99997951  =   0.99985273
 CC0786
 CC0786|---------------------------------------------------------------------|
 CC0786| PID    Reference Object                     Distance      Geod. Az  |
 CC0786|                                                           dddmmss.s |
 CC0786| CC0784 BROOKFIELD 2                         27.908 METERS 06230     |
 CC0786| CH8465 BROOKFIELD RM 1                      30.322 METERS 07435     |
 CC0786| CH8466 BROOKFIELD RM 2                      30.837 METERS 33655     |
 CC0786| CH8464 BROOKFIELD AZ MK                                   3400819.5 |
 CC0786| CC0780 WINK MUNICIPAL TANK                 APPROX. 8.5 KM 3553813.1 |
 CC0786| CC0779 WINK HIGH SCHOOL STACK              APPROX. 8.1 KM 3580931.0 |
 CC0786|---------------------------------------------------------------------|
 CC0786
 CC0786                          SUPERSEDED SURVEY CONTROL
 CC0786
 CC0786  NAD 83(1993)-  31 40 54.92085(N)    103 08 57.83745(W) AD(       ) 2
 CC0786  NAD 83(1986)-  31 40 54.92084(N)    103 08 57.83724(W) AD(       ) 2
 CC0786  NAD 27      -  31 40 54.45100(N)    103 08 56.24600(W) AD(       ) 2
 CC0786  NGVD 29 (07/19/86)  831.2    (m)         2727.     (f) VERT ANG       
 CC0786
 CC0786.Superseded values are not recommended for survey control.
 CC0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0786.See file dsdata.txt to determine how the superseded data were derived.
 CC0786
 CC0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR7541406668(NAD 83)
 CC0786_MARKER: DS = TRIANGULATION STATION DISK
 CC0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0786
 CC0786  HISTORY     - Date     Condition        Report By
 CC0786  HISTORY     - 1935     MONUMENTED       CGS
 CC0786  HISTORY     - 1938     GOOD             TXHD
 CC0786  HISTORY     - 1943     GOOD             CGS
 CC0786  HISTORY     - 1944     GOOD             LOCENG
 CC0786  HISTORY     - 1945     GOOD             CGS
 CC0786  HISTORY     - 1947     GOOD             PHILIP
 CC0786  HISTORY     - 1955     GOOD             CGS
 CC0786  HISTORY     - 20030907 MARK NOT FOUND   INDIV
 CC0786
 CC0786                          STATION DESCRIPTION
 CC0786
 CC0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0786'STATION IS ABOUT 11 MILES N OF PYOTE, 4-1/2 MILES S OF WINK, 0.25
 CC0786'MILE N OF A CATTLE GUARD ACROSS STATE HIGHWAY 115, ON A LOW
 CC0786'RIDGE 46 FEET E OF THE CENTER LINE OF HIGHWAY 115, AND 12 FEET
 CC0786'E OF THE E RIGHT-OF-WAY FENCE OF HIGHWAY 115.  THE MARK
 CC0786'PROJECTS 6 INCHES.
 CC0786'
 CC0786'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0786'BRONZE DISKS SET IN CONCRETE.
 CC0786'
 CC0786'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND PROJECTS 4
 CC0786'INCHES.
 CC0786'
 CC0786'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 2-1/2 FEET E OF THE
 CC0786'E RIGHT-OF-WAY FENCE OF HIGHWAY 115, 35 FEET E OF THE CENTER
 CC0786'LINE OF STATE HIGHWAY 115, AND PROJECTS 4 INCHES.
 CC0786'
 CC0786'AZIMUTH MARK IS NNW OF THE STATION, 47 FEET W OF THE CENTER
 CC0786'LINE OF STATE HIGHWAY 115, 36 FEET E OF A TELEPHONE LINE
 CC0786'IN THE W RIGHT-OF-WAY FENCE LINE OF HIGHWAY 115, AND PROJECTS
 CC0786'6 INCHES.
 CC0786'
 CC0786'THE STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 CC0786'80 AND STATE HIGHWAY 115 AT PYOTE, A SMALL TOWN ON THE TEXAS
 CC0786'AND PACIFIC RAILROAD, BY GOING N ON STATE HIGHWAY 115 FOR
 CC0786'8.4 MILES TO THE WARD-WINKLER COUNTY LINE.  CONTINUE N ON
 CC0786'HIGHWAY 115 FOR 2.2 MILES, CROSS CATTLE GUARD WHERE A TELEPHONE
 CC0786'LINE COMES IN FROM THE W AND CONTINUE N ON HIGHWAY 115 FOR 0.25
 CC0786'MILE TO THE STATION.
 CC0786'
 CC0786'IT WILL REQUIRE A 10-FOOT STAND TO CLEAR ALL OF THE LINES,
 CC0786'WITH A 20-FOOT STAND AT STATION WINK.
 CC0786
 CC0786                          STATION RECOVERY (1938)
 CC0786
 CC0786'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0786'DESCRIPTION GIVEN IN REACHING STATION SATISFACTORY.  STATION
 CC0786'AND REFERENCE MARKS IN GOOD CONDITION.  DID NOT RECOVER
 CC0786'AZIMUTH MARK.
 CC0786
 CC0786                          STATION RECOVERY (1943)
 CC0786
 CC0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 CC0786'ORIGINAL DESCRIPTION SATISFACTORY WITH THE EXCEPTION OF THE
 CC0786'MENTIONED CATTLE GUARD.  THE CATTLE GUARD HAS BEEN REMOVED BUT
 CC0786'THE TELEPHONE LINE STILL EXISTS.  ALL MARKS IN GOOD CONDITION.
 CC0786
 CC0786                          STATION RECOVERY (1944)
 CC0786
 CC0786'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (LMW)
 CC0786'STATION RECOVERED BY ROBERT H. RAY INC.
 CC0786'
 CC0786'DESCRIPTION AS GIVEN FOR REACHING STATION IS SATISFACTORY.
 CC0786'STATION MARK HAS BEEN MUTILATED AND PART OF BRONZE CAP IS
 CC0786'MISSING, BUT ITS POSITION DOES NOT APPEAR TO HAVE BEEN DISTURBED.
 CC0786'
 CC0786'REFERENCE MARKS FOUND IN GOOD CONDITION.  NO ATTEMPT MADE TO
 CC0786'RECOVER AZIMUTH MARK.
 CC0786
 CC0786                          STATION RECOVERY (1945)
 CC0786
 CC0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0786'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION MARK
 CC0786'HAS BEEN VERY SLIGHTLY DISTURBED BY THE BLADE OF A GRADER.  THE
 CC0786'MARK CAN STILL BE IDENTIFIED AND STILL REMAINS SOLID.
 CC0786'
 CC0786'THE REFERENCE MARKS ARE IN GOOD CONDITION.  THE DISTANCES TO
 CC0786'THE REFERENCE MARKS WERE NOT CHECKED.
 CC0786
 CC0786                          STATION RECOVERY (1947)
 CC0786
 CC0786'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CC0786'STATION MARK, STAMPED BROOKFIELD 1935, IS LEANING SLIGHTLY,
 CC0786'CONCRETE IS CHIPPED, AND TABLET SLIGHTLY SCARRED BY GRADER.
 CC0786'
 CC0786'REFERENCE MARK 1 IS IN PERFECT CONDITION.
 CC0786'
 CC0786'REFERENCE MARK 2 IS LEANING SLIGHTLY HAVING BEEN HIT BY
 CC0786'GRADER BLADE.
 CC0786'
 CC0786'AZIMUTH MARK NOT SEARCHED FOR.
 CC0786
 CC0786                          STATION RECOVERY (1955)
 CC0786
 CC0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CC0786'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CC0786'DESCRIBED.  SURFACE STATION AND REFERENCE MARK NO. 2 WERE
 CC0786'DESTROYED TO CLEAR NEW HIGHWAY CONSTRUCTION AREAS AFTER
 CC0786'BROOKFIELD 2 1955 WAS ESTABLISHED IN THE NEAR VICINITY.  THE
 CC0786'AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE RETAINED FOR REFERENCE
 CC0786'TO BROOKFIELD 2.  THE SUBSURFACE MARK WILL PROBABLY REMAIN IN
 CC0786'PLACE BUT WILL BE UNDER THE HIGHWAY.
 CC0786
 CC0786                          STATION RECOVERY (2003)
 CC0786
 CC0786'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0784 ***********************************************************************
 CC0784  DESIGNATION -  BROOKFIELD 2
 CC0784  PID         -  CC0784
 CC0784  STATE/COUNTY-  TX/WINKLER
 CC0784  USGS QUAD   -  WINK SOUTH (1981)
 CC0784
 CC0784                         *CURRENT SURVEY CONTROL
 CC0784  ___________________________________________________________________
 CC0784* NAD 83(1993)-  31 40 55.33684(N)    103 08 56.90311(W)     ADJUSTED  
 CC0784* NAVD 88     -       831.     (meters)    2726.     (feet)  SCALED    
 CC0784  ___________________________________________________________________
 CC0784  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 CC0784  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CC0784
 CC0784  HORZ ORDER  -  THIRD
 CC0784
 CC0784.The horizontal coordinates were established by classical geodetic methods
 CC0784.and adjusted by the National Geodetic Survey in February 1996..
 CC0784.No horizontal observational check was made to the station.
 CC0784
 CC0784.The orthometric height was scaled from a topographic map.
 CC0784
 CC0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0784
 CC0784.The geoid height was determined by GEOID03.
 CC0784
 CC0784;                    North         East     Units Scale Factor Converg.
 CC0784;SPC TX C     - 3,226,799.372   433,052.784   MT  0.99995212   -1 27 01.1
 CC0784;SPC TX C     -10,586,590.94  1,420,774.01   sFT  0.99995212   -1 27 01.1
 CC0784;UTM  13      - 3,506,681.451   675,438.042   MT  0.99997961   +0 58 20.4
 CC0784
 CC0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0784!SPC TX C     -   0.99987325  x   0.99995212  =   0.99982537
 CC0784!UTM  13      -   0.99987325  x   0.99997961  =   0.99985286
 CC0784
 CC0784|---------------------------------------------------------------------|
 CC0784| PID    Reference Object                     Distance      Geod. Az  |
 CC0784|                                                           dddmmss.s |
 CC0784| CH8467 BROOKFIELD 2 RM 1                     9.727 METERS 03340     |
 CC0784| CH8465 BROOKFIELD RM 1                       6.553 METERS 13709     |
 CC0784| CC0786 BROOKFIELD                           27.908 METERS 24230     |
 CC0784| CH8464 BROOKFIELD AZ MK                                   3375929.2 |
 CC0784|---------------------------------------------------------------------|
 CC0784
 CC0784                          SUPERSEDED SURVEY CONTROL
 CC0784
 CC0784  NAD 83(1993)-  31 40 55.33925(N)    103 08 56.89758(W) AD(       ) 3
 CC0784  NAD 83(1986)-  31 40 55.33923(N)    103 08 56.89737(W) AD(       ) 3
 CC0784  NAD 27      -  31 40 54.86900(N)    103 08 55.30600(W) AD(       ) 3
 CC0784
 CC0784.Superseded values are not recommended for survey control.
 CC0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0784.See file dsdata.txt to determine how the superseded data were derived.
 CC0784
 CC0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR7543806681(NAD 83)
 CC0784_MARKER: DS = TRIANGULATION STATION DISK
 CC0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0784
 CC0784  HISTORY     - Date     Condition        Report By
 CC0784  HISTORY     - 1955     MONUMENTED       CGS
 CC0784  HISTORY     - 20030907 MARK NOT FOUND   INDIV
 CC0784
 CC0784                          STATION DESCRIPTION
 CC0784
 CC0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CC0784'STATION IS ABOUT 11 MILES NORTH OF PYOTE, 4-1/2 MILES SOUTH OF
 CC0784'WINK, ALONG THE EAST SIDE OF HIGHWAY NO. 115, 13 FEET EAST OF
 CC0784'THE EAST RIGHT-OF-WAY FENCE LINE, AND ABOUT 125 FEET NORTH OF
 CC0784'THE PROJECTION OF THE T FENCE LINE LEADING WEST FROM THE WEST
 CC0784'SIDE OF THE HIGHWAY.  IT IS ON A LOW RIDGE SLIGHTLY HIGHER THAN
 CC0784'THE SURROUNDING AREA, A STANDARD DISK STAMPED BROOKFIELD 2
 CC0784'1955 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 CC0784'
 CC0784'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BROOKFIELD
 CC0784'2 1955 NO 1 SET IN A CONCRETE MONUMENT PROJECTING ABOUT 3
 CC0784'INCHES, 40 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE
 CC0784'HIGHWAY.
 CC0784'
 CC0784'THE OTHER REFERENCE MARK IS A STANDARD DISK STAMPED BROOKFIELD
 CC0784'1935 NO. 1 WITH THE ARROW POINTING WEST TO THE SITE OF
 CC0784'BROOKFIELD 1935, IN A CONCRETE MONUMENT PROJECTING ABOUT 2
 CC0784'INCHES, AND IS 24 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE LINE.
 CC0784'
 CC0784'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROOKFIELD 1935
 CC0784'AND SET IN A CONCRETE MONUMENT, 47 FEET WEST OF THE CENTERLINE OF
 CC0784'THE HIGHWAY, 36 FEET EAST OF A TELEPHONE LINE AND IS IN THE
 CC0784'SAND DRIFT UNDER THE WEST RIGHT-OF-WAY FENCE LINE.
 CC0784'
 CC0784'TO REACH FROM WINK, GO SOUTHWEST AND SOUTH FROM THE CENTER
 CC0784'OF THE SMALL BUSINESS SECTION 04.5 MILES TO THE TOP OF THE
 CC0784'LOW DIVIDE AT THE STATION ON THE LEFT OF THE HIGHWAY AS
 CC0784'DESCRIBED, FOLLOWING HIGHWAY 115.
 CC0784
 CC0784                          STATION RECOVERY (2003)
 CC0784
 CC0784'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0408 ***********************************************************************
 AY0408  DESIGNATION -  BROOKS
 AY0408  PID         -  AY0408
 AY0408  STATE/COUNTY-  TX/BEXAR
 AY0408  USGS QUAD   -  SOUTHTON (1992)
 AY0408
 AY0408                         *CURRENT SURVEY CONTROL
 AY0408  ___________________________________________________________________
 AY0408* NAD 83(1993)-  29 21 18.76865(N)    098 25 13.73283(W)     ADJUSTED  
 AY0408* NAVD 88     -       198.920  (meters)     652.62   (feet)  ADJUSTED  
 AY0408  ___________________________________________________________________
 AY0408  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 AY0408  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AY0408  DYNAMIC HT  -         198.631 (meters)     651.68  (feet)  COMP
 AY0408  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 AY0408
 AY0408  HORZ ORDER  -  FIRST
 AY0408  VERT ORDER  -  FIRST     CLASS II
 AY0408
 AY0408.The horizontal coordinates were established by classical geodetic methods
 AY0408.and adjusted by the National Geodetic Survey in February 1996..
 AY0408
 AY0408.The orthometric height was determined by differential leveling
 AY0408.and adjusted by the National Geodetic Survey in June 1991..
 AY0408
 AY0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0408
 AY0408.The geoid height was determined by GEOID03.
 AY0408
 AY0408.The dynamic height is computed by dividing the NAVD 88
 AY0408.geopotential number by the normal gravity value computed on the
 AY0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0408.degrees latitude (g = 980.6199 gals.).
 AY0408
 AY0408.The modeled gravity was interpolated from observed gravity values.
 AY0408
 AY0408;                    North         East     Units Scale Factor Converg.
 AY0408;SPC TXSC     - 4,168,803.884   656,265.602   MT  0.99986331   +0 17 02.1
 AY0408;SPC TXSC     -13,677,150.74  2,153,098.06   sFT  0.99986331   +0 17 02.1
 AY0408;UTM  14      - 3,247,480.733   556,251.517   MT  0.99963904   +0 17 02.8
 AY0408
 AY0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0408!SPC TXSC     -   0.99997278  x   0.99986331  =   0.99983609
 AY0408!UTM  14      -   0.99997278  x   0.99963904  =   0.99961183
 AY0408
 AY0408:                Primary Azimuth Mark                     Grid Az
 AY0408:SPC TXSC     -  SAN ANTONIO SUBUR WTR CO SPIPE           008 01 38.1
 AY0408:UTM  14      -  SAN ANTONIO SUBUR WTR CO SPIPE           008 01 37.4
 AY0408
 AY0408|---------------------------------------------------------------------|
 AY0408| PID    Reference Object                     Distance      Geod. Az  |
 AY0408|                                                           dddmmss.s |
 AY0408| AY1870 SAN ANTONIO SUBUR WTR CO SPIPE      APPROX.10.1 KM 0081840.2 |
 AY0408| AY1840 SAN ANTONIO KMAC HIGH MST OF 4      APPROX. 7.9 KM 0600028.0 |
 AY0408| AY1851 SAN ANTONIO UNITED GAS CO TANK      APPROX. 2.0 KM 0715459.6 |
 AY0408| AY0409 BROOKS RM 1                          17.343 METERS 08108     |
 AY0408| AY1833 SASPAMCO DICKY CLAY MFG PLT TK      APPROX.17.3 KM 1371912.6 |
 AY0408| AY1854 SAN ANTONIO BEXAR AGED HOME TK      APPROX. 4.9 KM 1820223.0 |
 AY0408| AY1847 SOUTHTON SAN ANTON COT MILL TK      APPROX. 6.1 KM 1885054.1 |
 AY0408| AY1850 BROOKS AFB CONTROL TOWER            APPROX. 2.2 KM 2380953.1 |
 AY0408| AY0411 BROOKS AZ MK                                       2485408.1 |
 AY0408| AY1849 SAN ANTONIO STATE TB HOSP STK       APPROX. 3.5 KM 2691549.6 |
 AY0408| AY1848 SAN ANTONIO STATE HOSP STACK        APPROX. 4.2 KM 2811326.0 |
 AY0408| AY0410 BROOKS RM 2                          18.889 METERS 30702     |
 AY0408| AY1874 SAN ANTONIO PIONEER MILLS FLAG      APPROX. 9.6 KM 3100038.0 |
 AY0408| AY1867 SAN ANTONIO HIGHLAND PARK TANK      APPROX. 4.9 KM 3220621.1 |
 AY0408|---------------------------------------------------------------------|
 AY0408
 AY0408                          SUPERSEDED SURVEY CONTROL
 AY0408
 AY0408  NAD 83(1986)-  29 21 18.77358(N)    098 25 13.71479(W) AD(       ) 1
 AY0408  NAD 27      -  29 21 17.92500(N)    098 25 12.66000(W) AD(       ) 1
 AY0408  NGVD 29 (??/??/92)  198.829  (m)          652.32   (f) ADJ UNCH    1 2
 AY0408
 AY0408.Superseded values are not recommended for survey control.
 AY0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0408.See file dsdata.txt to determine how the superseded data were derived.
 AY0408
 AY0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5625247481(NAD 83)
 AY0408_MARKER: DS = TRIANGULATION STATION DISK
 AY0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0408_STAMPING: BROOKS 1953
 AY0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0408+STABILITY: SURFACE MOTION
 AY0408
 AY0408  HISTORY     - Date     Condition        Report By
 AY0408  HISTORY     - 1953     MONUMENTED       CGS
 AY0408  HISTORY     - 1953     GOOD             AMS
 AY0408  HISTORY     - 1953     GOOD             CGS
 AY0408  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0408  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 AY0408
 AY0408                          STATION DESCRIPTION
 AY0408
 AY0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0408'THE STATION IS LOCATED ON A BRUSH COVERED HILL ABOUT 6.5 MILES
 AY0408'SOUTHEAST OF THE CENTER OF SAN ANTONIO, 0.7 MILES NORTHEAST
 AY0408'OF THE NORTHEAST CORNER OF THE BROOKS AIR FORCE BASE, AND
 AY0408'8 FEET NORTH OF THE RIGHT-OF-WAY OF LOOP 13.
 AY0408'
 AY0408'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 181 AND LOOP 13,
 AY0408'WHICH IS ABOUT 6.5 MILES SOUTHEAST OF THE CENTER OF SAN
 AY0408'ANTONIO, BY GOING EASTERLY ON LOOP 13 FOR 1.4 MILES TO THE
 AY0408'ENTRANCE TO THE BROOKS AIR FORCE BASE ON THE RIGHT.  CONTINUE
 AY0408'STRAIGHT AHEAD FOR 0.45 MILE TO A CROSS ROADS.  CONTINUE
 AY0408'STRAIGHT AHEAD ON LOOP 13 FOR 0.05 MILE TO THE AZIMUTH MARK
 AY0408'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A
 AY0408'TRAIL ROAD TO THE LEFT.  TURN LEFT AND FOLLOW THE TRAIL
 AY0408'ROAD ON TOP OF A CUT FOR 0.15 MILE TO THE STATION.
 AY0408'
 AY0408'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0408'STAMPED BROOKS 1953 IS 92 FEET NORTH OF THE CENTERLINE OF
 AY0408'LOOP 13, 8.5 FEET NORTH OF A WHITE WITNESS POST, AND 8 FEET
 AY0408'NORTH OF A FENCE ON THE RIGHT-OF-WAY.  THE MARK PROJECTS
 AY0408'4 INCHES.
 AY0408'
 AY0408'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AY0408'POST, STAMPED BROOKS NO 1 1953 IS 83 FEET NORTH OF THE CENTERLINE
 AY0408'OF LOOP 13 AND 2 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS
 AY0408'6 INCHES.
 AY0408'
 AY0408'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AY0408'MONUMENT, STAMPED BROOKS NO 2 1953 IS 57 FEET NORTH OF THE
 AY0408'FENCE ON THE RIGHT-OF-WAY AND 19 FEET EAST OF A NORTH-SOUTH
 AY0408'FENCE.  THE MARK PROJECTS 6 INCHES.
 AY0408'
 AY0408'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0408'STAMPED BROOKS 1953 IS 56.5 FEET SOUTHEAST OF THE CENTERLINE
 AY0408'OF LOOP 13, 12 FEET EAST OF A FENCE CORNER AND POWER POLE,
 AY0408'AND 2.5 FEET NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES.
 AY0408'
 AY0408'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 AY0408
 AY0408                          STATION RECOVERY (1953)
 AY0408
 AY0408'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY0408'THE STATION RECOVERED IN GOOD CONDITION.  IT IS 20 FEET NORTH
 AY0408'OF THE CENTERLINE OF TRAIL ROAD WHICH IS PARALLEL TO HIGHWAY.
 AY0408'IT IS 39 FEET WEST OF THE INTERSECTING CENTERLINES OF THIS
 AY0408'TRAIL ROAD AND CLEARED PATH LEADING NORTH THROUGH BRUSH, AND
 AY0408'IT IS 17 FEET WEST OF THE BASE OF A TREE.
 AY0408'
 AY0408'THE AZIMUTH MARK IS 64 FEET W OF BASE OF LONE TREE, 68 FEET
 AY0408'NW OF POINT OF GRASS FORMED BY CIRCULAR DRIVE, 60 FEET S.
 AY0408'OF CENTERLINE OF HIGHWAY, 109 FEET N. OF FENCE LINE.  IT
 AY0408'IS A STANDARD AZIMUTH MARK DISK SET IN CONCRETE MONUMENT
 AY0408'PROJECTING 0.40 FEET ABOVE GROUND.
 AY0408
 AY0408                          STATION RECOVERY (1953)
 AY0408
 AY0408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AY0408'IN SAN ANTONIO.
 AY0408'AT SAN ANTONIO, 1.0 MILE SOUTHWEST ALONG LOOP 13 (MILITARY DRIVE) FROM
 AY0408'ITS JUNCTION WITH W.W. WHITE ROAD, ON TOP OF A SMALL RIDGE, 100 FEET
 AY0408'NORTHWEST OF THE CENTER LINE OF LOOP 13, 13.8 FEET NORTHWEST OF A
 AY0408'FENCE, 9 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AY0408'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0408
 AY0408                          STATION RECOVERY (1980)
 AY0408
 AY0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0408'SEARCHED FOR, NOT RECOVERED.
 AY0408
 AY0408                          STATION RECOVERY (1995)
 AY0408
 AY0408'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0885 ***********************************************************************
 CB0885  DESIGNATION -  BROOKS
 CB0885  PID         -  CB0885
 CB0885  STATE/COUNTY-  TX/IRION
 CB0885  USGS QUAD   -  TANKERSLEY (1984)
 CB0885
 CB0885                         *CURRENT SURVEY CONTROL
 CB0885  ___________________________________________________________________
 CB0885* NAD 83(1993)-  31 15 03.95791(N)    100 44 32.75825(W)     ADJUSTED  
 CB0885* NAVD 88     -       772.6    (meters)    2535.     (feet)  VERTCON   
 CB0885  ___________________________________________________________________
 CB0885  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CB0885  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CB0885
 CB0885  HORZ ORDER  -  THIRD
 CB0885
 CB0885.The horizontal coordinates were established by classical geodetic methods
 CB0885.and adjusted by the National Geodetic Survey in February 1996..
 CB0885
 CB0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0885
 CB0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0885
 CB0885.The geoid height was determined by GEOID03.
 CB0885
 CB0885;                    North         East     Units Scale Factor Converg.
 CB0885;SPC TX C     - 3,175,714.837   661,036.332   MT  0.99989120   -0 12 38.6
 CB0885;SPC TX C     -10,418,991.09  2,168,750.03   sFT  0.99989120   -0 12 38.6
 CB0885;UTM  14      - 3,458,739.692   334,082.368   MT  0.99993956   -0 54 15.0
 CB0885
 CB0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0885!SPC TX C     -   0.99988240  x   0.99989120  =   0.99977361
 CB0885!UTM  14      -   0.99988240  x   0.99993956  =   0.99982197
 CB0885
 CB0885:                Primary Azimuth Mark                     Grid Az
 CB0885:SPC TX C     -  ALLEN                                    121 45 32.4
 CB0885:UTM  14      -  ALLEN                                    122 27 08.8
 CB0885
 CB0885|---------------------------------------------------------------------|
 CB0885| PID    Reference Object                     Distance      Geod. Az  |
 CB0885|                                                           dddmmss.s |
 CB0885| CB0891 ALLEN                               APPROX.12.2 KM 1213253.8 |
 CB0885| CB0899 MERTZ                               APPROX.14.5 KM 3471551.2 |
 CB0885|---------------------------------------------------------------------|
 CB0885
 CB0885                          SUPERSEDED SURVEY CONTROL
 CB0885
 CB0885  NAD 83(1986)-  31 15 03.96456(N)    100 44 32.74400(W) AD(       ) 3
 CB0885  NAD 27      -  31 15 03.36920(N)    100 44 31.37275(W) AD(       ) 3
 CB0885  NGVD 29 (07/19/86)  772.4    (m)         2534.     (f) VERT ANG       
 CB0885
 CB0885.Superseded values are not recommended for survey control.
 CB0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0885.See file dsdata.txt to determine how the superseded data were derived.
 CB0885
 CB0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV3408258740(NAD 83)
 CB0885
 CB0885  HISTORY     - Date     Condition        Report By
 CB0885  HISTORY     - UNK      MONUMENTED
 CB0885  HISTORY     - 1971     GOOD             USGS
 CB0885
 CB0885                          STATION DESCRIPTION
 CB0885
 CB0885'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0885'STATION IS LOCATED ABOUT 4.0 MI. E. OF MERTZON, ON THE HIGHEST POINT
 CB0885'OF A ROUND HILL.
 CB0885'
 CB0885'TO REACH FROM THE MERTZON POST OFFICE, GO 1 BLOCK S. ON U.S. HIGHWAY
 CB0885'67, TURN LEFT (E.) AND GO 4.5 MI. TO CATTLEGUARD AND DIM TRACK RD.
 CB0885'ON W. SIDE OF FENCE, GO RIGHT (SE.) ON DIM TRACK RD. FOR 0.2 MI.,
 CB0885'LEAVE TRACK RD. AND GO RIGHT (S.) ACROSS COUNTRY FOR 0.05 MI. TO TOP
 CB0885'OF RIDGE AT BASE OF HILL, PACK SW. FOR ABOUT 5 MINUTES TO HIGHEST
 CB0885'POINT OF HILL AND STATION.
 CB0885'
 CB0885'STATION MARK--STANDARD TABLET, STAMPED ---BROOKS 1955---, AND SET IN
 CB0885'A BURIED BOULDER.
 CB0885'
 CB0885'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1850 ***********************************************************************
 AY1850  DESIGNATION -  BROOKS AFB CONTROL TOWER
 AY1850  PID         -  AY1850
 AY1850  STATE/COUNTY-  TX/BEXAR
 AY1850  USGS QUAD   -  SOUTHTON (1992)
 AY1850
 AY1850                         *CURRENT SURVEY CONTROL
 AY1850  ___________________________________________________________________
 AY1850* NAD 83(1993)-  29 20 40.82216(N)    098 26 23.48032(W)     ADJUSTED  
 AY1850* NAVD 88     -                                                        
 AY1850  ___________________________________________________________________
 AY1850  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AY1850  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AY1850
 AY1850  HORZ ORDER  -  THIRD
 AY1850
 AY1850.The horizontal coordinates were established by classical geodetic methods
 AY1850.and adjusted by the National Geodetic Survey in February 1996..
 AY1850
 AY1850
 AY1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1850
 AY1850.The geoid height was determined by GEOID03.
 AY1850
 AY1850;                    North         East     Units Scale Factor Converg.
 AY1850;SPC TXSC     - 4,167,626.545   654,390.157   MT  0.99986326   +0 16 27.9
 AY1850;SPC TXSC     -13,673,288.09  2,146,945.04   sFT  0.99986326   +0 16 27.9
 AY1850;UTM  14      - 3,246,303.655   554,376.497   MT  0.99963648   +0 16 28.2
 AY1850
 AY1850                          SUPERSEDED SURVEY CONTROL
 AY1850
 AY1850  NAD 83(1986)-  29 20 40.82703(N)    098 26 23.46219(W) AD(       ) 4
 AY1850  NAD 27      -  29 20 39.97700(N)    098 26 22.40600(W) AD(       ) 3
 AY1850
 AY1850.Superseded values are not recommended for survey control.
 AY1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1850.See file dsdata.txt to determine how the superseded data were derived.
 AY1850
 AY1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5437646304(NAD 83)
 AY1850_MARKER: 58 = CONTROL TOWER
 AY1850
 AY1850  HISTORY     - Date     Condition        Report By
 AY1850  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1850  HISTORY     - 1965     GOOD             CGS
 AY1850  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 AY1850
 AY1850                          STATION DESCRIPTION
 AY1850
 AY1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1850'THE APEX OF THE CONTROL TOWER AT BROOKS AIR FORCE BASE, LOCATED
 AY1850'ON MILITARY DRIVE AND JUST EAST OF U.S. HIGHWAY 181.  THE TOWER
 AY1850'SUPPORTS AN OBSERVATION CAB ENCLOSED WITH BLUE GLASS.
 AY1850
 AY1850                          STATION RECOVERY (1965)
 AY1850
 AY1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 AY1850'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 AY1850
 AY1850                          STATION RECOVERY (1995)
 AY1850
 AY1850'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1259 ***********************************************************************
 AJ1259  DESIGNATION -  BROOKS COUNTY AIRPORT BEACON
 AJ1259  PID         -  AJ1259
 AJ1259  STATE/COUNTY-  TX/BROOKS
 AJ1259  USGS QUAD   -  FLOWELLA (1963)
 AJ1259
 AJ1259                         *CURRENT SURVEY CONTROL
 AJ1259  ___________________________________________________________________
 AJ1259* NAD 83(1993)-  27 12 26.30380(N)    098 07 17.46521(W)     ADJUSTED  
 AJ1259* NAVD 88     -                                                        
 AJ1259  ___________________________________________________________________
 AJ1259  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AJ1259  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AJ1259
 AJ1259  HORZ ORDER  -  THIRD
 AJ1259
 AJ1259.This mark is at Brooks Co (T18) Airport (T18)
 AJ1259
 AJ1259.The horizontal coordinates were established by classical geodetic methods
 AJ1259.and adjusted by the National Geodetic Survey in February 1996..
 AJ1259
 AJ1259
 AJ1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1259
 AJ1259.The geoid height was determined by GEOID03.
 AJ1259
 AJ1259;                    North         East     Units Scale Factor Converg.
 AJ1259;SPC TX S     - 5,170,746.412   337,493.286   MT  0.99990124   +0 10 18.6
 AJ1259;SPC TX S     -16,964,357.19  1,107,259.22   sFT  0.99990124   +0 10 18.6
 AJ1259;UTM  14      - 3,009,701.653   587,000.347   MT  0.99969343   +0 24 06.0
 AJ1259
 AJ1259                          SUPERSEDED SURVEY CONTROL
 AJ1259
 AJ1259  NAD 83(1986)-  27 12 26.31232(N)    098 07 17.43938(W) AD(       ) 4
 AJ1259  NAD 27      -  27 12 25.15700(N)    098 07 16.42000(W) AD(       ) 3
 AJ1259
 AJ1259.Superseded values are not recommended for survey control.
 AJ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1259.See file dsdata.txt to determine how the superseded data were derived.
 AJ1259
 AJ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8700009702(NAD 83)
 AJ1259_MARKER: 21 = AIRPORT BEACON
 AJ1259
 AJ1259  HISTORY     - Date     Condition        Report By
 AJ1259  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1259
 AJ1259                          STATION DESCRIPTION
 AJ1259
 AJ1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1259'THE STATION IS THE SHAFT WHICH SUPPORTS THE REVOLVING LIGHT
 AJ1259'ON THE FOUR-LEGGED SKELETON STEEL STRUCTURE AT THE BROOKS
 AJ1259'COUNTY AIRPORT WHICH IS 1-1/2 MILES EAST AND 1 MILE SOUTH
 AJ1259'OF FALFURRIAS.  THE BEACON IS APPROXIMATELY 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0409 ***********************************************************************
 AY0409  DESIGNATION -  BROOKS RM 1
 AY0409  PID         -  AY0409
 AY0409  STATE/COUNTY-  TX/BEXAR
 AY0409  USGS QUAD   -  SOUTHTON (1992)
 AY0409
 AY0409                         *CURRENT SURVEY CONTROL
 AY0409  ___________________________________________________________________
 AY0409* NAD 83(1986)-  29 21 18.     (N)    098 25 13.     (W)     SCALED    
 AY0409* NAVD 88     -       198.977  (meters)     652.81   (feet)  ADJUSTED  
 AY0409  ___________________________________________________________________
 AY0409  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AY0409  DYNAMIC HT  -         198.688 (meters)     651.86  (feet)  COMP
 AY0409  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 AY0409
 AY0409  VERT ORDER  -  FIRST     CLASS II
 AY0409
 AY0409.The horizontal coordinates were scaled from a topographic map and have
 AY0409.an estimated accuracy of +/- 6 seconds.
 AY0409
 AY0409.The orthometric height was determined by differential leveling
 AY0409.and adjusted by the National Geodetic Survey in June 1991..
 AY0409
 AY0409.The geoid height was determined by GEOID03.
 AY0409
 AY0409.The dynamic height is computed by dividing the NAVD 88
 AY0409.geopotential number by the normal gravity value computed on the
 AY0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0409.degrees latitude (g = 980.6199 gals.).
 AY0409
 AY0409.The modeled gravity was interpolated from observed gravity values.
 AY0409
 AY0409;                    North         East    Units  Estimated Accuracy
 AY0409;SPC TXSC     - 4,168,780.      656,290.      MT  (+/- 180 meters Scaled)
 AY0409
 AY0409                          SUPERSEDED SURVEY CONTROL
 AY0409
 AY0409  NGVD 29 (??/??/92)  198.886  (m)          652.51   (f) ADJ UNCH    1 2
 AY0409
 AY0409.Superseded values are not recommended for survey control.
 AY0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0409.See file dsdata.txt to determine how the superseded data were derived.
 AY0409
 AY0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT562474(NAD 83)
 AY0409_MARKER: DR = REFERENCE MARK DISK
 AY0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0409_STAMPING: BROOKS NO 1 1953
 AY0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0409+STABILITY: SURFACE MOTION
 AY0409
 AY0409  HISTORY     - Date     Condition        Report By
 AY0409  HISTORY     - 1953     MONUMENTED       CGS
 AY0409  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0409  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 AY0409
 AY0409                          STATION DESCRIPTION
 AY0409
 AY0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0409'IN SAN ANTONIO.
 AY0409'AT SAN ANTONIO, 1.0 MILE SOUTHWEST ALONG LOOP 13 (MILITARY DRIVE) FROM
 AY0409'ITS JUNCTION WITH W.W. WHITE ROAD, ON TOP OF A SMALL RIDGE, 100 FEET
 AY0409'NORTHWEST OF THE CENTER LINE OF LOOP 13, 56.0 FEET EAST OF
 AY0409'TRIANGULATION STATION BROOKS 1953, 2 FEET SOUTHEAST OF A FENCE, SET IN
 AY0409'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0409
 AY0409                          STATION RECOVERY (1980)
 AY0409
 AY0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0409'SEARCHED FOR, NOT RECOVERED.
 AY0409
 AY0409                          STATION RECOVERY (1995)
 AY0409
 AY0409'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0410 ***********************************************************************
 AY0410  DESIGNATION -  BROOKS RM 2
 AY0410  PID         -  AY0410
 AY0410  STATE/COUNTY-  TX/BEXAR
 AY0410  USGS QUAD   -  SOUTHTON (1992)
 AY0410
 AY0410                         *CURRENT SURVEY CONTROL
 AY0410  ___________________________________________________________________
 AY0410* NAD 83(1986)-  29 21 18.     (N)    098 25 13.     (W)     SCALED    
 AY0410* NAVD 88     -       198.840  (meters)     652.36   (feet)  ADJUSTED  
 AY0410  ___________________________________________________________________
 AY0410  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AY0410  DYNAMIC HT  -         198.551 (meters)     651.41  (feet)  COMP
 AY0410  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 AY0410
 AY0410  VERT ORDER  -  FIRST     CLASS II
 AY0410
 AY0410.The horizontal coordinates were scaled from a topographic map and have
 AY0410.an estimated accuracy of +/- 6 seconds.
 AY0410
 AY0410.The orthometric height was determined by differential leveling
 AY0410.and adjusted by the National Geodetic Survey in June 1991..
 AY0410
 AY0410.The geoid height was determined by GEOID03.
 AY0410
 AY0410.The dynamic height is computed by dividing the NAVD 88
 AY0410.geopotential number by the normal gravity value computed on the
 AY0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0410.degrees latitude (g = 980.6199 gals.).
 AY0410
 AY0410.The modeled gravity was interpolated from observed gravity values.
 AY0410
 AY0410;                    North         East    Units  Estimated Accuracy
 AY0410;SPC TXSC     - 4,168,780.      656,290.      MT  (+/- 180 meters Scaled)
 AY0410
 AY0410                          SUPERSEDED SURVEY CONTROL
 AY0410
 AY0410  NGVD 29 (??/??/92)  198.749  (m)          652.06   (f) ADJ UNCH    1 2
 AY0410
 AY0410.Superseded values are not recommended for survey control.
 AY0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0410.See file dsdata.txt to determine how the superseded data were derived.
 AY0410
 AY0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT562474(NAD 83)
 AY0410_MARKER: DR = REFERENCE MARK DISK
 AY0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0410_STAMPING: BROOKS NO 2 1953
 AY0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0410+STABILITY: SURFACE MOTION
 AY0410
 AY0410  HISTORY     - Date     Condition        Report By
 AY0410  HISTORY     - 1953     MONUMENTED       CGS
 AY0410  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0410  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 AY0410
 AY0410                          STATION DESCRIPTION
 AY0410
 AY0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0410'IN SAN ANTONIO.
 AY0410'AT SAN ANTONIO, 1.0 MILE SOUTHWEST ALONG LOOP 13 (MILITARY DRIVE) FROM
 AY0410'ITS JUNCTION WITH W.W. WHITE ROAD, ON TOP OF A SMALL RIDGE, 62.0 FEET
 AY0410'WEST OF TRIANGULATION STATION BROOKS 1953, 58 FEET NORTHWEST OF A
 AY0410'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AY0410'THE GROUND.
 AY0410
 AY0410                          STATION RECOVERY (1980)
 AY0410
 AY0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0410'SEARCHED FOR, NOT RECOVERED.
 AY0410
 AY0410                          STATION RECOVERY (1995)
 AY0410
 AY0410'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4633 ***********************************************************************
 AW4633  DESIGNATION -  BROOKSHIRE
 AW4633  PID         -  AW4633
 AW4633  STATE/COUNTY-  TX/WALLER
 AW4633  USGS QUAD   -  BROOKSHIRE (1980)
 AW4633
 AW4633                         *CURRENT SURVEY CONTROL
 AW4633  ___________________________________________________________________
 AW4633* NAD 83(1993)-  29 48 03.90932(N)    095 57 24.22745(W)     ADJUSTED  
 AW4633* NAVD 88     -        50.74   (+/-2cm)     166.5    (feet)  VERTCON   
 AW4633  ___________________________________________________________________
 AW4633  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW4633  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW4633
 AW4633  HORZ ORDER  -  FIRST
 AW4633  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4633
 AW4633.The horizontal coordinates were established by classical geodetic methods
 AW4633.and adjusted by the National Geodetic Survey in February 1996..
 AW4633
 AW4633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4633.The vertical order pertains to the NGVD 29 superseded value.
 AW4633
 AW4633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4633
 AW4633.The geoid height was determined by GEOID03.
 AW4633
 AW4633;                    North         East     Units Scale Factor Converg.
 AW4633;SPC TXSC     - 4,221,908.595   894,153.913   MT  0.99989623   +1 29 27.4
 AW4633;SPC TXSC     -13,851,378.45  2,933,569.96   sFT  0.99989623   +1 29 27.4
 AW4633;UTM  15      - 3,300,411.433   214,198.603   MT  1.00060794   -1 28 13.7
 AW4633;UTM  14      - 3,300,629.417   794,170.448   MT  1.00066785   +1 30 48.8
 AW4633
 AW4633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4633!SPC TXSC     -   0.99999634  x   0.99989623  =   0.99989257
 AW4633!UTM  15      -   0.99999634  x   1.00060794  =   1.00060427
 AW4633!UTM  14      -   0.99999634  x   1.00066785  =   1.00066418
 AW4633
 AW4633|---------------------------------------------------------------------|
 AW4633| PID    Reference Object                     Distance      Geod. Az  |
 AW4633|                                                           dddmmss.s |
 AW4633| CV6961 BROOKSHIRE RM 3                      25.518 METERS 00045     |
 AW4633| CV6957 BROOKSHIRE AZ MK                                   0014837.4 |
 AW4633| CV6959 BROOKSHIRE RM 1                      35.339 METERS 04349     |
 AW4633| AW4634 BROOKSHIRE RM 5                      34.817 METERS 06132     |
 AW4633| AW6986 HUMBLE KATY GAS PLANT RAD MAST      APPROX. 7.7 KM 0781906.6 |
 AW4633| AW6982 HUMBLE KATY GAS PLANT CEN STK       APPROX. 7.6 KM 0811109.2 |
 AW4633| AW6979 KATY MUNICIPAL TANK                 APPROX.13.1 KM 0963102.3 |
 AW4633| AW6983 BROOKSHIRE SHELL PIPELINE TANK      APPROX. 4.9 KM 1024808.0 |
 AW4633| AW4632 BROOKSHIRE RM 4                      37.051 METERS 12324     |
 AW4633| CV6960 BROOKSHIRE RM 2                      30.319 METERS 12534     |
 AW4633| AW6984 BROOKSHIRE MUNICIPAL TANK           APPROX. 1.9 KM 1662220.0 |
 AW4633| CV6962 BROOKSHIRE RM 6                                    1770331.8 |
 AW4633| AW4631 BROOKSHIRE AZ MK 2                                 1771235.1 |
 AW4633| AX2644 FRYDEK ST MARYS CATH CH SPIRE       APPROX.13.6 KM 2473455.6 |
 AW4633|---------------------------------------------------------------------|
 AW4633
 AW4633                          SUPERSEDED SURVEY CONTROL
 AW4633
 AW4633  NAD 83(1986)-  29 48 03.92453(N)    095 57 24.21061(W) AD(       ) 1
 AW4633  NAD 27      -  29 48 03.09384(N)    095 57 23.37273(W) AD(       ) 1
 AW4633  NGVD 29 (??/??/92)   50.727  (m)          166.43   (f) ADJ UNCH    2 0
 AW4633
 AW4633.Superseded values are not recommended for survey control.
 AW4633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4633.See file dsdata.txt to determine how the superseded data were derived.
 AW4633
 AW4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1419900411(NAD 83)
 AW4633_MARKER: DS = TRIANGULATION STATION DISK
 AW4633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4633_STAMPING: BROOKSHIRE 1935
 AW4633_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4633+STABILITY: SURFACE MOTION
 AW4633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4633+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 AW4633
 AW4633  HISTORY     - Date     Condition        Report By
 AW4633  HISTORY     - 1935     MONUMENTED       CGS
 AW4633  HISTORY     - 1937     GOOD             TXHD
 AW4633  HISTORY     - 1952     GOOD             CGS
 AW4633  HISTORY     - 1954     GOOD             CGS
 AW4633  HISTORY     - 1954     GOOD             NGS
 AW4633  HISTORY     - 1968     GOOD             CGS
 AW4633  HISTORY     - 1974     GOOD             NGS
 AW4633  HISTORY     - 1974     GOOD             NGS
 AW4633  HISTORY     - 19921107 GOOD             USPSQD
 AW4633  HISTORY     - 20060430 GOOD             GEOCAC
 AW4633
 AW4633                          STATION DESCRIPTION
 AW4633
 AW4633'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW4633'THIS STATION IS ABOUT 0.9 MILE N OF BROOKSHIRE, ABOUT 13 MILES
 AW4633'E OF SEALY.  THE MARK IS SET ON THE RIGHT-OF-WAY IN AN UNFENCED
 AW4633'STRIP ON THE W SIDE OF THE ROAD.  IT IS 60 FEET W OF THE CENTER
 AW4633'LINE OF THE ROAD, 36 FEET E OF FENCE LINE.  MARK PROJECTS
 AW4633'8 INCHES.
 AW4633'
 AW4633'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW4633'BRONZE DISKS SET IN CONCRETE.
 AW4633'
 AW4633'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE E EDGE OF
 AW4633'THE RIGHT-OF-WAY OF THE ROAD, 1 FOOT W OF FENCE LINE AND 21
 AW4633'FEET E OF THE CENTER LINE, AND PROJECTS 4 INCHES.  REFERENCE
 AW4633'MARK NO. 2 IS SE OF THE STATION ON THE E EDGE OF THE RIGHT-OF-WAY,
 AW4633'1 FOOT W OF FENCE LINE, 21 FEET E OF THE CENTER LINE OF THE
 AW4633'ROAD, AND PROJECTS 4 INCHES.
 AW4633'
 AW4633'AZIMUTH MARK IS N OF THE STATION ON THE W SIDE OF THE ROAD.
 AW4633'IT IS IN TELEGRAPH LINE, 21 FEET W OF THE CENTER LINE OF THE
 AW4633'ROAD, AND PROJECTS 8 INCHES.
 AW4633'
 AW4633'TO REACH FROM BROOKSHIRE, GO W 0.1 MILE FROM THE RAILROAD
 AW4633'STATION TO CROSSING.  CROSS RAILROAD AND GO N 0.2 MILE TO
 AW4633'TURN.  HERE TURN W AND GO 0.1 MILE TO SIDE ROAD TO RIGHT.  TURN
 AW4633'RIGHT AND GO 0.7 MILE TO THE STATION ON THE W SIDE OF THE ROAD.
 AW4633'
 AW4633'A 77-FOOT TOWER WAS USED.
 AW4633'
 AW4633'ALL LIGHTS COME INTO VIEW AT 30 FEET.
 AW4633
 AW4633                          STATION RECOVERY (1937)
 AW4633
 AW4633'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW4633'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  THE
 AW4633'AZIMUTH IS ON THE E SIDE OF THE ROAD, AND NOT ON THE W SIDE AS
 AW4633'STATED IN THE ORIGINAL DESCRIPTION.
 AW4633
 AW4633                          STATION RECOVERY (1952)
 AW4633
 AW4633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW4633'THE STATION MARK WAS RECOVERED AND IS IN GOOD CONDITION.
 AW4633'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH
 AW4633'MARK WERE DESTROYED WHEN THE ROAD WAS WIDENED.  REFERENCE
 AW4633'MARK NO. 3, REFERENCE MARK NO. 4 AND A NEW AZIMUTH MARK WERE
 AW4633'ESTABLISHED BY THIS PARTY.
 AW4633'
 AW4633'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW4633'
 AW4633'THE STATION IS LOCATED ABOUT 8 MILES WEST OF KATY AND 0.9
 AW4633'MILE NORTH OF BROOKSHIRE.  IT IS IN THE EAST EDGE OF A PASTURE,
 AW4633'55 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 3 FEET WEST
 AW4633'OF A WITNESS POST AND 2 FEET WEST OF A NORTH-SOUTH FENCE
 AW4633'LINE.  IT IS STAMPED BROOKSHIRE 1935 AND PROJECTS 5 INCHES.
 AW4633'
 AW4633'REFERENCE MARK NO. 3 IS SET IN A NORTH-SOUTH FENCE LINE AND
 AW4633'53 FEET WEST OF THE CENTER OF A GRAVELED ROAD.  IT IS STAMPED
 AW4633'BROOKSHIRE NO 3 1935 AND PROJECTS 7 INCHES.
 AW4633'
 AW4633'REFERENCE MARK NO. 4 IS SET IN A NORTH-SOUTH FENCE LINE, 118
 AW4633'FEET SOUTH OF A POWER LINE POLE AND 47 FEET EAST OF THE CENTER
 AW4633'OF A GRAVELED ROAD.  IT IS STAMPED BROOKSHIRE NO 4 1935 AND
 AW4633'PROJECTS 6 INCHES.
 AW4633'
 AW4633'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 AW4633'NO. 4 IS 181.0 FEET.
 AW4633'
 AW4633'THE AZIMUTH MARK IS LOCATED 49 FEET EAST OF THE CENTER OF A
 AW4633'NORTH-SOUTH GRAVELED ROAD, 26 FEET NORTH OF THE CENTER OF A T
 AW4633'ROAD, 4 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT WEST OF A
 AW4633'WITNESS POST AND 1 FOOT NORTH OF A POWER LINE POLE.  IT IS
 AW4633'STAMPED BROOKSHIRE 1935 RESET 1952 AND PROJECTS 4 INCHES.
 AW4633'
 AW4633'TO REACH THE STATION FROM THE POST OFFICE IN BROOKSHIRE,
 AW4633'GO WEST ON U.S. HIGHWAY 90 FOR 0.1 MILE TO A CROSS-STREET.
 AW4633'TURN RIGHT AND GO NORTH ON A GRAVELED STREET FOR 0.2 MILE
 AW4633'TO A CROSS-STREET, TURN LEFT AND GO WEST FOR 0.1 MILE TO A
 AW4633'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.3
 AW4633'MILE TO A T ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT AS
 AW4633'DESCRIBED.  CONTINUE NORTH FOR 0.45 MILE TO THE STATION ON
 AW4633'THE LEFT AS DESCRIBED.
 AW4633
 AW4633                          STATION RECOVERY (1954)
 AW4633
 AW4633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW4633'0.2 MILE WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 AW4633'OF TEXAS FROM THE STATION AT BROOKSHIRE, THENCE 0.1 MILE
 AW4633'NORTHWEST ALONG FARM ROAD 359, THENCE 0.9 MILE NORTH ALONG FARM
 AW4633'ROAD 362, 53 FEET WEST OF THE CENTER LINE OF THE FARM ROAD,
 AW4633'2.6 FEET WEST OF A FENCE, 3 FEET WEST OF A WITNESS POST,
 AW4633'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 AW4633'ABOVE THE GROUND, A TRIANGULATION STATION DISK STAMPED
 AW4633'BROOKSHIRE 1933.
 AW4633'
 AW4633'BROOKSHIRE P.M. 4 IS 121.0 FEET SOUTHEAST OF TRIANGULATION
 AW4633'STATION BROOKSHIRE 1935, 49 FEET EAST OF THE CENTER LINE
 AW4633'OF THE FARM ROAD, 1 FOOT WEST OF A FENCE, A REFERENCE MARK
 AW4633'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AW4633'FOOT ABOVE THE GROUND, STAMPED BROOKSHIRE NO 4 1935.
 AW4633'
 AW4633'BROOKSHIRE 1935 AZIMUTH RESET 1952 IS 0.5 MILE SOUTH OF
 AW4633'TRIANGULATION STATION BROOKSHIRE 1935, 46 FEET EAST OF THE
 AW4633'CENTER LINE OF FARM ROAD 362, 27 FEET NORTH OF THE CENTER LINE OF
 AW4633'A DIRT ROAD LEADING EAST, 1 FOOT NORTH OF A POWER POLE, 1.2
 AW4633'FEET WEST OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE
 AW4633'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AW4633'GROUND, STAMPED BROOKSHIRE 1935 RESET 1952.
 AW4633
 AW4633                          STATION RECOVERY (1954)
 AW4633
 AW4633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AW4633'1.2 MI N FROM BROOKSHIRE.
 AW4633'0.2 MILE WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 AW4633'FROM THE STATION AT BROOKSHIRE, THENCE 0.1 MILE NORTHWEST ALONG FARM
 AW4633'ROAD 359, THENCE 0.9 MILE NORTH ALONG FARM ROAD, 362, 53 FEET WEST OF
 AW4633'THE CENTER LINE OF THE FARM ROAD, 2.6 FEET WEST OF A FENCE, 3 FEET
 AW4633'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AW4633'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AW4633
 AW4633                          STATION RECOVERY (1968)
 AW4633
 AW4633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW4633'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE
 AW4633'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 HAS BEEN
 AW4633'DESTROYED BY ROAD CONSTRUCTION.  A 0.009 METER LONGER MEASUREMENT
 AW4633'WAS NOTED AND CHECKED ON THE DISTANCE TO REFERENCE MARK 4.
 AW4633'A NEW ROUTE TO AND DESCRIPTION OF THE STATION FOLLOWS--
 AW4633'
 AW4633'THE STATION IS LOCATED ABOUT 8 MILES WEST OF KATY, TEXAS,
 AW4633'1.2 MILES NORTH OF BROOKSHIRE, TEXAS AND IN A PASTURE ON THE
 AW4633'WEST SIDE OF FARM ROAD 362.
 AW4633'
 AW4633'TO REACH THE STATION FROM THE POST OFFICE IN BROOKSHIRE (ZIP
 AW4633'CODE 77423), GO NORTH ON COOPER STREET FOR 0.1 MILE TO ITS JUNCTION
 AW4633'WITH U.S. HIGHWAY 90.  TURN LEFT AND GO WEST ON WEST ON U.S.
 AW4633'HIGHWAY 90 FOR 0.2 MILE TO THE JUNCTION OF FARM ROADS 359 AND 362.
 AW4633'TURN RIGHT AND GO NORTH ON FARM ROAD 359 AND 362 FOR 0.15 MILE
 AW4633'TO A FORK WHERE THE FARM ROADS SEPARATE.  KEEP RIGHT AND
 AW4633'GO NORTH ON FARM ROAD 362 FOR 0.35 MILE TO A SIDE ROAD RIGHT AND
 AW4633'THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE
 AW4633'INTERSECTION.  CONTINUE NORTH ON FARM ROAD 362 FOR 0.5 MILE TO
 AW4633'THE STATION ON THE LEFT, WEST, SIDE OF THE HIGHWAY.
 AW4633'
 AW4633'THE STATION MARK IS A STANDARD DISK STAMPED BROOKSHIRE 1935,
 AW4633'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT PROJECTING
 AW4633'1 FOOT ABOVE THE GROUND SURFACE.  IT IS 111.5 FEET WEST-SOUTHWEST
 AW4633'OF A POWER LINE POLE WHICH IS JUST NORTHWEST OF A T-FENCE
 AW4633'JUNCTION, 52 FEET WEST OF THE CENTER OF FARM ROAD 362 AND 2.0
 AW4633'FEET WEST OF THE WEST RIGHT-OF-WAY FENCE ALONG FARM ROAD 362.
 AW4633'
 AW4633'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BROOKSHIRE NO 4
 AW4633'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW4633'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 117 FEET
 AW4633'SOUTH OF THE POWER LINE POLE, 49 FEET EAST OF THE CENTER OF
 AW4633'FARM ROAD 362 AND IN THE EAST RIGHT-OF-WAY FENCE ALONG THE FARM
 AW4633'ROAD.
 AW4633'
 AW4633'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROOKSHIRE 1935 RESET
 AW4633'1952, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW4633'PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 46.3
 AW4633'FEET EAST OF THE CENTER OF FARM ROAD 362, 29 FEET NORTH OF THE
 AW4633'CENTER OF THE EAST-WEST GRAVELED ROAD, 4.2 FEET WEST-SOUTHWEST
 AW4633'OF THE SOUTHWEST CORNER POST OF A PASTURE AND 1.4 FEET NORTH
 AW4633'OF POWER LINE POLE NUMBER 68.
 AW4633'
 AW4633'HEIGHT OF LIGHT ABOVE STATION MARK 5.3 FEET.
 AW4633'
 AW4633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES
 AW4633'NORTH OF BROOKSHIRE, TEXAS.
 AW4633
 AW4633                          STATION RECOVERY (1974)
 AW4633
 AW4633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AW4633'THE STATION MARK, AND REFERENCE MARK NO. 4 WERE RECOVERED
 AW4633'IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS NOT FOUND, AND
 AW4633'APPARENTLY WAS DESTROYED DURING FARM OPERATIONS.  THE AZIMUTH
 AW4633'MARK WAS FOUND DESTROYED, IT HAD BEEN PUSHED OVER BY A MACHINE
 AW4633'FOR DIGGING DOWN TELEPHONE CABLE, THE DISK STAMPED BROOKSHIRE
 AW4633'1935 RESET 1952 WAS REMOVED AT THIS TIME.  REFERENCE MARK
 AW4633'NO. 5 AND NO. 6 (AZIMUTH MARK) WERE SET.
 AW4633'
 AW4633'A NEW DESCRIPTION FOLLOWS--
 AW4633'
 AW4633'THE STATION IS LOCATED ABOUT 8 MILES WEST OF KATY AND 1.0
 AW4633'MILE NORTH OF BROOKSHIRE, IN A PASTURE ALONG THE WEST SIDE
 AW4633'OF FARM ROAD 362, ON PROPERTY OWNED AND FARMED BY JOHN AND
 AW4633'RALPH ENGLAND.
 AW4633'
 AW4633'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 AW4633'AND STATE ROADS 359 AND 362 AT THE WEST EDGE OF BROOKSHIRE,
 AW4633'GO NORTH ON HIGHWAYS 359 AND 362 FOR 0.15 MILE TO A ROAD
 AW4633'FORKS, TAKE THE RIGHT FORK, FM 362, AND GO NORTHERLY 0.4
 AW4633'MILE TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK AS DESCRIBED,
 AW4633'CONTINUE NORTH ON FM 362 FOR 0.5 MILE TO THE STATION ON
 AW4633'THE LEFT AS DESCRIBED.
 AW4633'
 AW4633'THE STATION MARK IS A STANDARD DISK STAMPED BROOKSHIRE 1935,
 AW4633'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 AW4633'IT IS 457 FEET SOUTH OF THE CENTER OF A DRIVEWAY TO A CATTLE
 AW4633'LOADING PEN, 318 FEET NORTH OF THE CENTER OF THE NORTH ONE
 AW4633'OF TWO FIELD ENTRANCES LEADING WEST, 53 FEET WEST OF THE
 AW4633'CENTER OF STATE ROAD 362, 2 FEET WEST OF THE WEST RIGHT-OF-WAY
 AW4633'FENCE, AND 2.5 FEET WEST OF A METAL WITNESS POST.
 AW4633'
 AW4633'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BROOKSHIRE
 AW4633'NO 4 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AW4633'8-INCHES.  IT IS IN THE RIGHT-OF-WAY FENCE LINE, 118 FEET
 AW4633'SOUTH OF A POWER POLE, 105 FEET SOUTH OF THE CENTER OF A
 AW4633'FIELD ENTRANCE, AND 49 FEET EAST OF THE CENTER OF THE ROAD.
 AW4633'
 AW4633'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED BROOKSHIRE
 AW4633'1935 NO 5 1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AW4633'WHICH PROJECTS 10-INCHES.  IT IS 49 FEET EAST OF THE CENTER
 AW4633'OF THE ROAD, 18 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE,
 AW4633'7 FEET NORTH OF A FENCE CORNER, 5 FEET NORTH OF POWER POLE,
 AW4633'1 FOOT WEST OF THE NORTH-SOUTH FENCE, AND 1.4 FEET SOUTH
 AW4633'OF A METAL WITNESS POST.
 AW4633'
 AW4633'REFERENCE MARK NO. 6 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 AW4633'BROOKSHIRE 1935 NO 6 1974, SET IN A ROUND CONCRETE MONUMENT
 AW4633'WHICH PROJECTS 10-INCHES.  IT IS 53 FEET EAST OF THE CENTER
 AW4633'OF STATE ROAD 362, 42 FEET NORTH OF THE CENTER OF THE GRADED
 AW4633'ROAD LEADING EAST, 3.5 FEET EAST OF A FENCE CORNER, 1.2
 AW4633'FEET WEST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 AW4633'
 AW4633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 AW4633'NORTH OF BROOKSHIRE
 AW4633
 AW4633                          STATION RECOVERY (1974)
 AW4633
 AW4633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW4633'RECOVERED IN GOOD CONDITION.
 AW4633
 AW4633                          STATION RECOVERY (1992)
 AW4633
 AW4633'RECOVERY NOTE BY US POWER SQUADRON 1992 (JS)
 AW4633'RECOVERED AS DESCRIBED.
 AW4633
 AW4633                          STATION RECOVERY (2006)
 AW4633
 AW4633'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AW4633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6984 ***********************************************************************
 AW6984  DESIGNATION -  BROOKSHIRE MUNICIPAL TANK
 AW6984  PID         -  AW6984
 AW6984  STATE/COUNTY-  TX/WALLER
 AW6984  USGS QUAD   -  BROOKSHIRE (1980)
 AW6984
 AW6984                         *CURRENT SURVEY CONTROL
 AW6984  ___________________________________________________________________
 AW6984* NAD 83(1993)-  29 47 05.39511(N)    095 57 07.96470(W)     ADJUSTED  
 AW6984* NAVD 88     -                                                        
 AW6984  ___________________________________________________________________
 AW6984  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AW6984  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW6984
 AW6984  HORZ ORDER  -  THIRD
 AW6984
 AW6984.The horizontal coordinates were established by classical geodetic methods
 AW6984.and adjusted by the National Geodetic Survey in February 1996..
 AW6984
 AW6984
 AW6984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6984
 AW6984.The geoid height was determined by GEOID03.
 AW6984
 AW6984;                    North         East     Units Scale Factor Converg.
 AW6984;SPC TXSC     - 4,220,119.033   894,637.400   MT  0.99989397   +1 29 35.3
 AW6984;SPC TXSC     -13,845,507.19  2,935,156.20   sFT  0.99989397   +1 29 35.3
 AW6984;UTM  15      - 3,298,597.996   214,589.280   MT  1.00060519   -1 28 03.0
 AW6984;UTM  14      - 3,298,838.658   794,655.006   MT  1.00067137   +1 30 54.2
 AW6984
 AW6984                          SUPERSEDED SURVEY CONTROL
 AW6984
 AW6984  NAD 83(1986)-  29 47 05.40998(N)    095 57 07.94778(W) AD(       ) 4
 AW6984  NAD 27      -  29 47 04.58218(N)    095 57 07.11048(W) AD(       ) 3
 AW6984
 AW6984.Superseded values are not recommended for survey control.
 AW6984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6984.See file dsdata.txt to determine how the superseded data were derived.
 AW6984
 AW6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1458998598(NAD 83)
 AW6984_MARKER: 53 = ELEVATED TANK
 AW6984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6984+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 AW6984
 AW6984  HISTORY     - Date     Condition        Report By
 AW6984  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6984  HISTORY     - 20030825 GOOD             USPSQD
 AW6984
 AW6984                          STATION DESCRIPTION
 AW6984
 AW6984'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6984'THE STATION IS LOCATED NEAR THE NORTH-CENTRAL PART OF BROOKSHIRE
 AW6984'ON CITY PROPERTY.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING
 AW6984'THE TANK PROPER, HAS A DOME SHAPED ROOF WITH A BALL AND RED LIGHT
 AW6984'AT THE APEX AND AN OVER-ALL HEIGHT OF 135.0 FEET.  IT IS ONE
 AW6984'BLOCK SOUTH OF U.S. HIGHWAY NO. 90 AND ONE BLOCK WEST OF
 AW6984'FARM ROAD NO. 359 IN THE SOUTHEAST ANGLE OF A STREET
 AW6984'INTERSECTION.
 AW6984'
 AW6984'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 AW6984
 AW6984                          STATION RECOVERY (2003)
 AW6984
 AW6984'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AW6984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4634 ***********************************************************************
 AW4634  DESIGNATION -  BROOKSHIRE RM 5
 AW4634  PID         -  AW4634
 AW4634  STATE/COUNTY-  TX/WALLER
 AW4634  USGS QUAD   -  BROOKSHIRE (1980)
 AW4634
 AW4634                         *CURRENT SURVEY CONTROL
 AW4634  ___________________________________________________________________
 AW4634* NAD 83(1986)-  29 48 04.     (N)    095 57 24.     (W)     SCALED    
 AW4634* NAVD 88     -        51.01   (+/-2cm)     167.4    (feet)  VERTCON   
 AW4634  ___________________________________________________________________
 AW4634  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW4634
 AW4634  VERT ORDER  -  THIRD (See Below)
 AW4634
 AW4634.The horizontal coordinates were scaled from a topographic map and have
 AW4634.an estimated accuracy of +/- 6 seconds.
 AW4634
 AW4634.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4634.The vertical order pertains to the NGVD 29 superseded value.
 AW4634
 AW4634.The geoid height was determined by GEOID03.
 AW4634
 AW4634;                    North         East    Units  Estimated Accuracy
 AW4634;SPC TXSC     - 4,221,910.      894,160.      MT  (+/- 180 meters Scaled)
 AW4634
 AW4634                          SUPERSEDED SURVEY CONTROL
 AW4634
 AW4634  NGVD 29 (01/29/03)   50.99   (m)          167.3    (f) RESET       3  
 AW4634
 AW4634.Superseded values are not recommended for survey control.
 AW4634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4634.See file dsdata.txt to determine how the superseded data were derived.
 AW4634
 AW4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP142004(NAD 83)
 AW4634_MARKER: DR = REFERENCE MARK DISK
 AW4634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4634_STAMPING: BROOKSHIRE 1935 NO 5 1974
 AW4634_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4634+STABILITY: SURFACE MOTION
 AW4634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4634+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AW4634
 AW4634  HISTORY     - Date     Condition        Report By
 AW4634  HISTORY     - 1974     MONUMENTED       NGS
 AW4634  HISTORY     - 19921107 GOOD             USPSQD
 AW4634  HISTORY     - 20041016 GOOD             USPSQD
 AW4634
 AW4634                          STATION DESCRIPTION
 AW4634
 AW4634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AW4634'1.2 MI N FROM BROOKSHIRE.
 AW4634'0.2 MILE WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 AW4634'FROM THE STATION AT BROOKSHIRE, THENCE NORTH 0.15 MILE ON STATE ROADS
 AW4634'359 AND 362 TO A ROAD FORK, FOLLOW RIGHT FORK FM 362 NORTHERLY 0.9
 AW4634'MILE TO THE MARK ON THE RIGHT, 49 FEET EAST OF THE CENTER OF THE ROAD,
 AW4634'18 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE, 7 FEET NORTH OF A
 AW4634'FENCE CORNER, 5 FEET NORTH OF A POWER POLE, 1 FOOT WEST OF THE EAST
 AW4634'RIGHT-OF-WAY FENCE LINE, 1.4 FEET SOUTH OF A METAL WITNESS POST, AND
 AW4634'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 AW4634
 AW4634                          STATION RECOVERY (1992)
 AW4634
 AW4634'RECOVERY NOTE BY US POWER SQUADRON 1992 (JS)
 AW4634'RECOVERED AS DESCRIBED.
 AW4634
 AW4634                          STATION RECOVERY (2004)
 AW4634
 AW4634'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4634'METAL WITNESS POST AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6983 ***********************************************************************
 AW6983  DESIGNATION -  BROOKSHIRE SHELL PIPELINE TANK
 AW6983  PID         -  AW6983
 AW6983  STATE/COUNTY-  TX/WALLER
 AW6983  USGS QUAD   -  BROOKSHIRE (1980)
 AW6983
 AW6983                         *CURRENT SURVEY CONTROL
 AW6983  ___________________________________________________________________
 AW6983* NAD 83(1993)-  29 47 28.48104(N)    095 54 25.65088(W)     ADJUSTED  
 AW6983* NAVD 88     -                                                        
 AW6983  ___________________________________________________________________
 AW6983  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW6983  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW6983
 AW6983  HORZ ORDER  -  THIRD
 AW6983
 AW6983.The horizontal coordinates were established by classical geodetic methods
 AW6983.and adjusted by the National Geodetic Survey in February 1996..
 AW6983
 AW6983
 AW6983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6983
 AW6983.The geoid height was determined by GEOID03.
 AW6983
 AW6983;                    North         East     Units Scale Factor Converg.
 AW6983;SPC TXSC     - 4,220,943.986   898,976.289   MT  0.99989485   +1 30 54.9
 AW6983;SPC TXSC     -13,848,213.73  2,949,391.37   sFT  0.99989485   +1 30 54.9
 AW6983;UTM  15      - 3,299,198.164   218,968.029   MT  1.00057458   -1 26 43.2
 AW6983
 AW6983                          SUPERSEDED SURVEY CONTROL
 AW6983
 AW6983  NAD 83(1986)-  29 47 28.49626(N)    095 54 25.63404(W) AD(       ) 4
 AW6983  NAD 27      -  29 47 27.66750(N)    095 54 24.80819(W) AD(       ) 3
 AW6983
 AW6983.Superseded values are not recommended for survey control.
 AW6983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6983.See file dsdata.txt to determine how the superseded data were derived.
 AW6983
 AW6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1896899198(NAD 83)
 AW6983_MARKER: 53 = ELEVATED TANK
 AW6983
 AW6983  HISTORY     - Date     Condition        Report By
 AW6983  HISTORY     - 1935     FIRST OBSERVED   CGS
 AW6983  HISTORY     - 20030825 MARK NOT FOUND   USPSQD
 AW6983  HISTORY     - 20041012 MARK NOT FOUND   USPSQD
 AW6983
 AW6983                          STATION DESCRIPTION
 AW6983
 AW6983'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW6983'THIS STATION IS THE CENTER OF THE WATER TANK AT A PUMPING
 AW6983'STATION OF THE SHELL PIPE LINE CORPORATION.  IT IS A SMALL
 AW6983'STEEL TANK WITH ROUND BOTTOM AND TOP AND HAS A BALL AT THE
 AW6983'CENTER OF THE TOP.  IT IS SUPPORTED BY FOUR VERTICAL LEGS.  THE
 AW6983'ENTIRE STRUCTURE IS PAINTED SILVER.  THE TANK IS ABOUT 45 FEET
 AW6983'HIGH AND IS NOT VERY PROMINENT.  IT WAS ERECTED IN 1929.
 AW6983'
 AW6983'THE PUMPING STATION IS 3.9 MILES E OF BROOKSHIRE AND 0.4 MILE
 AW6983'N OF TEXAS HIGHWAY 73 AND THE SOUTHERN PACIFIC RAILROAD.  THE
 AW6983'TANK IS ABOUT 150 FEET W OF THE ROAD AND ABOUT 125 FEET E OF
 AW6983'A LARGE OIL STORAGE TANK.
 AW6983
 AW6983                          STATION RECOVERY (2003)
 AW6983
 AW6983'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AW6983'TANK HAS BEEN DISMANTLED.
 AW6983
 AW6983                          STATION RECOVERY (2004)
 AW6983
 AW6983'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1436 ***********************************************************************
 DM1436  DESIGNATION -  BROOKSTON
 DM1436  PID         -  DM1436
 DM1436  STATE/COUNTY-  TX/LAMAR
 DM1436  USGS QUAD   -  TOCO (1984)
 DM1436
 DM1436                         *CURRENT SURVEY CONTROL
 DM1436  ___________________________________________________________________
 DM1436* NAD 83(1993)-  33 38 32.74063(N)    095 42 54.77302(W)     ADJUSTED  
 DM1436* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 DM1436  ___________________________________________________________________
 DM1436  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DM1436  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM1436
 DM1436  HORZ ORDER  -  THIRD
 DM1436
 DM1436.The horizontal coordinates were established by classical geodetic methods
 DM1436.and adjusted by the National Geodetic Survey in February 1996..
 DM1436
 DM1436.The orthometric height was scaled from a topographic map.
 DM1436
 DM1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1436
 DM1436.The geoid height was determined by GEOID03.
 DM1436
 DM1436;                    North         East     Units Scale Factor Converg.
 DM1436;SPC TXNC     - 2,222,520.458   858,295.294   MT  0.99992565   +1 31 07.7
 DM1436;SPC TXNC     - 7,291,719.20  2,815,923.81   sFT  0.99992565   +1 31 07.7
 DM1436;UTM  15      - 3,725,817.486   248,173.385   MT  1.00038189   -1 30 18.2
 DM1436
 DM1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1436!SPC TXNC     -   0.99997956  x   0.99992565  =   0.99990522
 DM1436!UTM  15      -   0.99997956  x   1.00038189  =   1.00036145
 DM1436
 DM1436:                Primary Azimuth Mark                     Grid Az
 DM1436:SPC TXNC     -  PARIS NW MUNICIPAL TANK                  078 31 45.4
 DM1436:UTM  15      -  PARIS NW MUNICIPAL TANK                  081 33 11.3
 DM1436
 DM1436|---------------------------------------------------------------------|
 DM1436| PID    Reference Object                     Distance      Geod. Az  |
 DM1436|                                                           dddmmss.s |
 DM1436| DM1425 PARIS NW MUNICIPAL TANK             APPROX.14.5 KM 0800253.1 |
 DM1436| DM1432 PARIS MUNICIPAL STANDPIPE           APPROX.15.6 KM 0825806.1 |
 DM1436| CX9898 BROOKSTON RM 3                       14.843 METERS 08320     |
 DM1436| DM1426 PARIS TEX P AND L CO RAD MAST       APPROX.13.7 KM 0833420.1 |
 DM1436| CX9896 BROOKSTON RM 1                       15.407 METERS 08517     |
 DM1436| DM1431 PARIS SW MUNICIPAL TANK             APPROX.14.7 KM 0853749.1 |
 DM1436| CX9895 BROOKSTON AZ MK                                    2641129.6 |
 DM1436| DM1438 BROOKSTON AZ MK 1980                APPROX. 0.6 KM 2641223.1 |
 DM1436| CX9897 BROOKSTON RM 2                       20.172 METERS 26938     |
 DM1436|---------------------------------------------------------------------|
 DM1436
 DM1436                          SUPERSEDED SURVEY CONTROL
 DM1436
 DM1436  NAD 83(1993)-  33 38 32.74166(N)    095 42 54.77238(W) AD(       ) 3
 DM1436  NAD 83(1986)-  33 38 32.74713(N)    095 42 54.76292(W) AD(       ) 3
 DM1436  NAD 27      -  33 38 32.37500(N)    095 42 53.90100(W) AD(       ) 3
 DM1436
 DM1436.Superseded values are not recommended for survey control.
 DM1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1436.See file dsdata.txt to determine how the superseded data were derived.
 DM1436
 DM1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT4817325817(NAD 83)
 DM1436_MARKER: DS = TRIANGULATION STATION DISK
 DM1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM1436
 DM1436  HISTORY     - Date     Condition        Report By
 DM1436  HISTORY     - 1951     MONUMENTED       CGS
 DM1436  HISTORY     - 1957     GOOD             CGS
 DM1436  HISTORY     - 1980     GOOD             NGS
 DM1436  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM1436
 DM1436                          STATION DESCRIPTION
 DM1436
 DM1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1436'STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF PARIS, ON
 DM1436'THE RIGHT-OF-WAY OF U.S. HIGHWAY 82.  IT IS 57 FEET NORTH
 DM1436'OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH
 DM1436'OF THE RIGHT-OF-WAY FENCE LINE, AND 7 FEET EAST-SOUTHEAST
 DM1436'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 DM1436'AND THE DISC IS STAMPED, BROOKSTON 1950.  (NOTE BELOW)
 DM1436'
 DM1436'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 DM1436'82, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE LINE AND 59 FEET
 DM1436'NORTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY.  THE
 DM1436'MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED, BROOKSTON
 DM1436'NO 1 1950.
 DM1436'
 DM1436'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 DM1436'82, 59 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY
 DM1436'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK
 DM1436'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED, BROOKSTON NO 2
 DM1436'1950.
 DM1436'
 DM1436'AZIMUTH MARK IS ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 DM1436'82, 60 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY,
 DM1436'2 FEET EAST OF A WHITE WITNESS POST, AND 11 FEET EAST OF THE
 DM1436'APPROXIMATE CENTERLINE OF A DRIVEWAY AND ENTRANCE TO A CULTIVATED
 DM1436'FIELD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS
 DM1436'STAMPED BROOKSTON 1950.
 DM1436'
 DM1436'THE STATION WAS REACHED FROM THE NORTHWEST CORNER OF THE SQUARE
 DM1436'IN PARIS, BY GOING WESTERLY ON U.S. HIGHWAY 82 FOR 8.2 MILES
 DM1436'TO THE JUNCTION OF FARM ROAD 38.  CONTINUE WESTERLY ON U.S.
 DM1436'HIGHWAY 82 FOR 1.0 MILE TO THE STATION SITE ON THE RIGHT AS
 DM1436'DESCRIBED ABOVE.
 DM1436'
 DM1436'*TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 DM1436'HIGHWAY 82 FOR 0.3 MILE TO THE MARK ON THE LEFT NEAR GATE
 DM1436'AND ENTRANCE TO A FIELD.
 DM1436'
 DM1436'NOTE--THIS STATION WAS BUILT IN 1950 AND OCCUPIED IN 1951.
 DM1436'
 DM1436'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DM1436
 DM1436                          STATION RECOVERY (1957)
 DM1436
 DM1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1436'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1436'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1436
 DM1436                          STATION RECOVERY (1980)
 DM1436
 DM1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DM1436'UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 DM1436'MARK 2 WAS FOUND IN A SOLID POSITION, HOWEVER, THE DIRECTION TO THIS
 DM1436'MARK WAS 2 MINUTES, 20 SECONDS LARGER THAN PREVIOUS DATA AND THE
 DM1436'DISTANCE WAS FOUND TO BE 0.19 FOOT LONGER.  THE SURFACE STATION MARK
 DM1436'WAS FOUND LYING ON ITS SIDE, REFERENCE MARK 1 WAS FOUND OUT OF THE
 DM1436'GROUND AND THE AZIMUTH MARK WAS TILTED BADLY, ALL APPARENTLY DUE TO
 DM1436'CABLE LAYING OPERATIONS.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 DM1436'UNDERGROUND MARK.  A REFERENCE MARK 3 AND A NEW AZIMUTH MARK WERE ALSO
 DM1436'ESTABLISHED.  THE DIRECTION TO THE PARIS TEXAS POWER AND LIGHT COMPANY
 DM1436'RADIO MAST AGREED WITH PREVIOUS DATA AND THE DIRECTION TO THE PARIS
 DM1436'MUNICIPAL SOUTHWEST WATER TANK WAS 3.4 SECONDS LARGER THAN PREVIOUS
 DM1436'DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DM1436'
 DM1436'THE STATION IS LOCATED ABOUT 9 MILES WEST OF PARIS, 6-1/4 MILES EAST
 DM1436'OF PETTY AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 82.
 DM1436'
 DM1436'TO REACH THE STATION FROM THE POST OFFICE IN PETTY, GO NORTH ON TEXAS
 DM1436'FARM ROAD 137 FOR 0.45 MILE TO U.S. HIGHWAY 82.  TURN RIGHT AND GO
 DM1436'EAST ON U.S. HIGHWAY 82 FOR 5.9 MILES TO THE AZIMUTH MARK ON THE
 DM1436'RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.35 MILE TO THE MARK ON THE
 DM1436'LEFT.
 DM1436'
 DM1436'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BROOKSTON 1950
 DM1436'1980---, SET IN TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 DM1436'INCHES.  THE UNDERGROUND MARK IS A STANDARD DISK, STAMPED---BROOKSTON
 DM1436'1950---, SET IN AN IRREGULAR MASS OF CONCRETE THAT IS 36 INCHES BELOW
 DM1436'THE GROUND SURFACE.  THE MARKS ARE 59.5 FEET NORTH OF THE CENTERLINE
 DM1436'OF U.S. HIGHWAY 82, 24.0 FEET WEST OF A BURIED TELEPHONE CABLE SIGN,
 DM1436'3.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND 2.5 FEET EAST OF A
 DM1436'WITNESS POST.
 DM1436'
 DM1436'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BROOKSTON NO 2
 DM1436'1950---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 8
 DM1436'INCHES.  IT IS 60.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 64.0
 DM1436'FEET WEST OF THE WITNESS POST, 1.3 FEET SOUTH OF THE RIGHT-OF-WAY
 DM1436'FENCE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 DM1436'
 DM1436'REFERENCE MARK 3 IS A CAST ALUMINUM MARK, STAMPED---BROOKSTON 1950 NO
 DM1436'3 1980---, THAT IS SURROUNDED BY CONCRETE AND PROJECTS 3 INCHES.  IT
 DM1436'IS 61.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 51.5 FEET EAST OF
 DM1436'THE WITNESS POST, 26.2 FEET EAST-NORTHEAST OF THE TELEPHONE CABLE SIGN
 DM1436'AND 0.5 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  IT IS ABOUT THE SAME
 DM1436'ELEVATION AS THE STATION.
 DM1436'
 DM1436'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BROOKSTON 1950 1980---,
 DM1436'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 1 INCH.  IT IS
 DM1436'61.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 25.5 FEET EAST OF
 DM1436'THE CENTERLINE OF A FIELD ENTRANCE, 2.0 FEET EAST OF A POWERLINE POLE
 DM1436'AND 1.5 FEET WEST OF A WITNESS POST.
 DM1436
 DM1436                          STATION RECOVERY (1995)
 DM1436
 DM1436'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0247 ***********************************************************************
 AX0247  DESIGNATION -  BROSIG
 AX0247  PID         -  AX0247
 AX0247  STATE/COUNTY-  TX/AUSTIN
 AX0247  USGS QUAD   -  BURLEIGH (1981)
 AX0247
 AX0247                         *CURRENT SURVEY CONTROL
 AX0247  ___________________________________________________________________
 AX0247* NAD 83(1993)-  29 55 15.82880(N)    096 09 23.74413(W)     ADJUSTED  
 AX0247* NAVD 88     -        72.18   (+/-2cm)     236.8    (feet)  VERTCON   
 AX0247  ___________________________________________________________________
 AX0247  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AX0247  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0247
 AX0247  HORZ ORDER  -  FIRST
 AX0247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0247
 AX0247.The horizontal coordinates were established by classical geodetic methods
 AX0247.and adjusted by the National Geodetic Survey in February 1996..
 AX0247
 AX0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0247.The vertical order pertains to the NGVD 29 superseded value.
 AX0247
 AX0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0247
 AX0247.The geoid height was determined by GEOID03.
 AX0247
 AX0247;                    North         East     Units Scale Factor Converg.
 AX0247;SPC TXSC     - 4,234,716.744   874,516.108   MT  0.99991542   +1 23 34.9
 AX0247;SPC TXSC     -13,893,399.85  2,869,141.60   sFT  0.99991542   +1 23 34.9
 AX0247;SPC TX C     - 3,035,773.673 1,103,245.058   MT  1.00005796   +2 09 04.6
 AX0247;SPC TX C     - 9,959,867.46  3,619,563.16   sFT  1.00005796   +2 09 04.6
 AX0247;UTM  14      - 3,313,438.047   774,513.570   MT  1.00052986   +1 25 09.1
 AX0247
 AX0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0247!SPC TXSC     -   0.99999294  x   0.99991542  =   0.99990836
 AX0247!SPC TX C     -   0.99999294  x   1.00005796  =   1.00005090
 AX0247!UTM  14      -   0.99999294  x   1.00052986  =   1.00052279
 AX0247
 AX0247|---------------------------------------------------------------------|
 AX0247| PID    Reference Object                     Distance      Geod. Az  |
 AX0247|                                                           dddmmss.s |
 AX0247| AX0248 BROSIG RM 1                         102.608 METERS 25514     |
 AX0247| AX2667 BELLVILLE MUNICIPAL TANK            APPROX.10.4 KM 2881406.9 |
 AX0247| AX2668 BELLVILLE AUSTIN CO CH TOWER        APPROX.10.3 KM 2882906.8 |
 AX0247| CV6963 BROSIG AZ MK                                       3094657.9 |
 AX0247| CV6964 BROSIG AZ MK RESET                                 3095131.5 |
 AX0247| AX0246 BROSIG RM 2                          50.127 METERS 32538     |
 AX0247|---------------------------------------------------------------------|
 AX0247
 AX0247                          SUPERSEDED SURVEY CONTROL
 AX0247
 AX0247  NAD 83(1986)-  29 55 15.84380(N)    096 09 23.72738(W) AD(       ) 1
 AX0247  NAD 27      -  29 55 15.03000(N)    096 09 22.87900(W) AD(       ) 1
 AX0247  NGVD 29 (??/??/92)   72.162  (m)          236.75   (f) ADJ UNCH    2 0
 AX0247
 AX0247.Superseded values are not recommended for survey control.
 AX0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0247.See file dsdata.txt to determine how the superseded data were derived.
 AX0247
 AX0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU7451413438(NAD 83)
 AX0247_MARKER: DS = TRIANGULATION STATION DISK
 AX0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0247_STAMPING: BROSIG 1954
 AX0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0247+STABILITY: SURFACE MOTION
 AX0247
 AX0247  HISTORY     - Date     Condition        Report By
 AX0247  HISTORY     - 1935     MONUMENTED       CGS
 AX0247  HISTORY     - 1937     GOOD             TXHD
 AX0247  HISTORY     - 1947     GOOD             CGS
 AX0247  HISTORY     - 1954     GOOD             CGS
 AX0247  HISTORY     - 1954     GOOD             CGS
 AX0247  HISTORY     - 1954     GOOD             CGS
 AX0247  HISTORY     - 1960     GOOD             CGS
 AX0247  HISTORY     - 19991023 GOOD             USPSQD
 AX0247
 AX0247                          STATION DESCRIPTION
 AX0247
 AX0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX0247'THIS STATION IS ABOUT 12 MILES SSW OF HEMPSTEAD AND 6 MILES E
 AX0247'OF BELLVILLE, ON LAND OWNED AND OCCUPIED BY THEO. BROSIG.  THE
 AX0247'STATION IS APPROXIMATELY 75 YARDS SSE OF BROSIGS HOUSE, ON A
 AX0247'HIGH SPOT IN FIELD, 225 FEET ESE OF WIRE GATE, IN FENCE LINE AT
 AX0247'OLD HOUSE.  MARK IS 12 INCHES UNDERGROUND.
 AX0247'
 AX0247'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AX0247'BRONZE DISKS SET IN CONCRETE.
 AX0247'
 AX0247'REFERENCE MARK NO. 1 IS SW OF THE STATION, 1 FOOT NW OF THE
 AX0247'FENCE LINE, AND PROJECTS 10 INCHES.  REFERENCE MARK NO. 2 IS NW
 AX0247'OF THE STATION, 1 FOOT S OF THE FENCE LINE, 2 FEET SW OF FENCE
 AX0247'CORNER OF GARDEN IN REAR OF BROSIGS HOUSE, 100 FEET S OF HOUSE,
 AX0247'AND PROJECTS 8 INCHES.
 AX0247'
 AX0247'AZIMUTH MARK IS NW OF THE STATION, 24 FEET N OF THE CENTER
 AX0247'LINE OF THE ROAD, 4 FEET E OF GATE, 1 FOOT N OF FENCE LINE,
 AX0247'ACROSS ROAD FROM SMALL WHITE HOUSE, AND PROJECTS 4 INCHES.
 AX0247'
 AX0247'TO REACH STATION FROM BELLVILLE, GO E ON STATE HIGHWAY 159,
 AX0247'0.4 MILE TO SHELL FILLING STATION, AND GRAVEL ROAD TO RIGHT,
 AX0247'THENCE RIGHT ON THIS ROAD 6.2 MILES TO GATE ON RIGHT AND ROAD
 AX0247'LEADING UP TO BROSIGS HOUSE AND STATION IN REAR OF HOUSE.
 AX0247'
 AX0247'A 77-FOOT TOWER WAS USED.
 AX0247'
 AX0247'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 AX0247
 AX0247                          STATION RECOVERY (1937)
 AX0247
 AX0247'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AX0247'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 AX0247
 AX0247                          STATION RECOVERY (1947)
 AX0247
 AX0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 AX0247'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AX0247'THE AZIMUTH MARK OF 1935 WAS MOVED TO A NEW LOCATION AND IS
 AX0247'STAMPED BROSIG RESET 1947.
 AX0247'
 AX0247'STATION MARK IS ABOUT 6 MILES E OF BELLVILLE, ON A PASTURE HILL
 AX0247'ABOUT 75 YARDS SE OF THE HOUSE OCCUPIED AND OWNED BY MR.
 AX0247'SHRAEDER AND IS ABOUT 100 YARDS S OF THE MAIN ROAD WHICH
 AX0247'LEADS E FROM BELLVILLE.  STATION MARK IS 12 INCHES BELOW THE
 AX0247'SURFACE.
 AX0247'
 AX0247'THE REFERENCE MARKS ARE IN OPEN PASTURE AND PROJECT ABOUT ONE
 AX0247'FOOT.
 AX0247'
 AX0247'THE AZIMUTH MARK IS 0.3 MILE W OF THE RIGHT-OF-WAY FENCE
 AX0247'AND IS 30 FEET W OF A BOARD GATE.
 AX0247'
 AX0247'TO REACH THE STATION FROM BELLVILLE, GO E ON HIGHWAY NO. 159,
 AX0247'0.3 MILE.  AT THIS POINT, THE HIGHWAY BEARS LEFT, TAKE FORK,
 AX0247'STRAIGHT AHEAD AND CONTINUE E 6.2 MILES TO THE AZIMUTH MARK LEFT.
 AX0247'THEN CONTINUE 0.3 MILE E TO THE SHRAEDER FARM YARD ON THE RIGHT,
 AX0247'TURN RIGHT, PASS THROUGH THE GATE AT THE EAST SIDE OF THE
 AX0247'BARN AND THEN GO SE 100 YARDS TO THE TOP OF THE HILL IN THE
 AX0247'PASTURE AND THE STATION.
 AX0247
 AX0247                          STATION RECOVERY (1954)
 AX0247
 AX0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AX0247'1.65 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE
 AX0247'RAILROAD FROM THE STATION SIGN AT PETERS, THENCE 4.4 MILES
 AX0247'NORTH ALONG A GRAVELED ROAD, THENCE 0.4 MILE WEST ALONG A
 AX0247'GRAVELED ROAD, THENCE 1.2 MILES NORTH ALONG A GRAVELED ROAD,
 AX0247'THENCE 0.55 MILE WEST ALONG FARM ROAD 331, 0.1 MILE SOUTH OF THE
 AX0247'FARM ROAD, IN A PASTURE, 75 YARDS SOUTHEAST OF A FARMHOUSE, 4
 AX0247'FEET SOUTHWEST OF A WITNESS POST, A TRIANGULATION STATION
 AX0247'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 AX0247'ABOVE THE GROUND, STAMPED BROSIG 1954.
 AX0247'
 AX0247'BROSIG R.M. 1 IS 351.0 FEET SOUTHWEST OF TRIANGULATION STATION
 AX0247'BROSIG 1954, 400 FEET SOUTHWEST OF A FARMHOUSE, A REFERENCE
 AX0247'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.3
 AX0247'FEET ABOVE THE GROUND, STAMPED BROSIG NO 1 1935.
 AX0247'
 AX0247'BROSIG R.M. 2 IS 168.0 FEET NORTHWEST OF TRIANGULATION STATION
 AX0247'BROSIG 1954, 100 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AX0247'FARMHOUSE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AX0247'POST WHICH PROJECTS 1.2 FEET ABOVE THE GROUND, STAMPED BROSIG
 AX0247'NO 2 1935.
 AX0247
 AX0247                          STATION RECOVERY (1954)
 AX0247
 AX0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX0247'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND
 AX0247'IN GOOD CONDITION.  A SURFACE STATION MARK WAS SET OVER THE
 AX0247'ORIGINAL MARK.  STATION NOW HAS TWO UNDERGROUND MARKS.  THE
 AX0247'AZIMUTH MARK WAS RESET IN 1947.
 AX0247'
 AX0247'A COMPLETE DESCRIPTION FOLLOWS--
 AX0247'
 AX0247'STATION IS LOCATED ABOUT 10 MILES NORTH OF SEALY, 7 MILES
 AX0247'EAST-SOUTHEAST OF BELLVILLE, ON LAND OWNED BY HERBERT SCHRADER.
 AX0247'
 AX0247'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 159 AND
 AX0247'FARM ROAD 331 IN BELLVILLE, GO EASTERLY ON FARM ROAD 331 FOR
 AX0247'5.8 MILES TO THE TOP OF A RIDGE AND AZIMUTH MARK ON LEFT.
 AX0247'CONTINUE ON FARM ROAD 331 FOR 0.25 MILE TO A LANE RIGHT, TURN
 AX0247'RIGHT, PASS THROUGH TWO GATES, BETWEEN HOUSE AND BARN, THEN
 AX0247'LEFT TO HIGHEST POINT OF LOW HILL AND STATION.
 AX0247'
 AX0247'THE STATION MARK, A STANDARD DISK STAMPED BROSIG 1935 IS SET
 AX0247'IN A CONCRETE MONUMENT.  IT IS 250 FEET
 AX0247'SOUTH OF A WHITE HOUSE AND 4 FEET SOUTHWEST OF A WITNESS POST.
 AX0247'
 AX0247'REFERENCE MARK 1, A STANDARD DISK STAMPED BROSIG NO 1 1935 IS
 AX0247'SET IN A CONCRETE MONUMENT.  IT
 AX0247'PROJECTS 14 INCHES AND IS ABOUT 10.0 FEET LOWER THAN THE STATION
 AX0247'MARK.
 AX0247'
 AX0247'REFERENCE MARK 2, A STANDARD DISK STAMPED BROSIG NO 2 1935 IS
 AX0247'SET IN A CONCRETE MONUMENT.  IT
 AX0247'PROJECTS 12 INCHES AND IS 150 FEET SOUTHWEST OF A WHITE HOUSE.
 AX0247'
 AX0247'THE AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED BROSIG
 AX0247'RESET 1947 AZIMUTH IS SET IN A CONCRETE MONUMENT THAT PROJECTS
 AX0247'16 INCHES.  IT IS ACROSS THE ROAD FROM A SMALL HOUSE, 45 FEET
 AX0247'NORTHEAST OF THE CENTER LINE OF FARM ROAD 331, 40 FEET NORTHWEST
 AX0247'OF A GATE, 18 INCHES NORTHEAST OF A WIRE FENCE AND 18 INCHES
 AX0247'SOUTH OF A WITNESS POST.
 AX0247
 AX0247                          STATION RECOVERY (1954)
 AX0247
 AX0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 AX0247'8.2 MI NW FROM PETERS.
 AX0247'1.65 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AX0247'FROM THE STATION SIGN AT PETERS, THENCE 4.4 MILES NORTH ALONG A
 AX0247'GRAVELED ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.2
 AX0247'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE WEST ALONG FARM
 AX0247'ROAD 331, 0.1 MILE SOUTH OF THE FARM ROAD, IN A PASTURE, 75 YARDS
 AX0247'SOUTHEAST OF A FARMHOUSE, 4 FEET SOUTHWEST OF A WITNESS POST, SET IN
 AX0247'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AX0247
 AX0247                          STATION RECOVERY (1960)
 AX0247
 AX0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 AX0247'THIS STATION, THE AZIMUTH MARK AND THE REFERENCE MARKS WERE
 AX0247'RECOVERED AS DESCRIBED BY H.S.C. 1954.  REFERENCE MARK NO. 2
 AX0247'HAS BEEN DAMAGED BUT IS IN PLACE.
 AX0247
 AX0247                          STATION RECOVERY (1999)
 AX0247
 AX0247'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0248 ***********************************************************************
 AX0248  DESIGNATION -  BROSIG RM 1
 AX0248  PID         -  AX0248
 AX0248  STATE/COUNTY-  TX/AUSTIN
 AX0248  USGS QUAD   -  BURLEIGH (1981)
 AX0248
 AX0248                         *CURRENT SURVEY CONTROL
 AX0248  ___________________________________________________________________
 AX0248* NAD 83(1986)-  29 55 12.     (N)    096 09 25.     (W)     SCALED    
 AX0248* NAVD 88     -        69.61   (+/-2cm)     228.4    (feet)  VERTCON   
 AX0248  ___________________________________________________________________
 AX0248  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0248
 AX0248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0248
 AX0248.The horizontal coordinates were scaled from a topographic map and have
 AX0248.an estimated accuracy of +/- 6 seconds.
 AX0248
 AX0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0248.The vertical order pertains to the NGVD 29 superseded value.
 AX0248
 AX0248.The geoid height was determined by GEOID03.
 AX0248
 AX0248;                    North         East    Units  Estimated Accuracy
 AX0248;SPC TXSC     - 4,234,600.      874,490.      MT  (+/- 180 meters Scaled)
 AX0248
 AX0248                          SUPERSEDED SURVEY CONTROL
 AX0248
 AX0248  NGVD 29 (??/??/92)   69.590  (m)          228.31   (f) ADJ UNCH    2 0
 AX0248
 AX0248.Superseded values are not recommended for survey control.
 AX0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0248.See file dsdata.txt to determine how the superseded data were derived.
 AX0248
 AX0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU744133(NAD 83)
 AX0248_MARKER: DR = REFERENCE MARK DISK
 AX0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0248_STAMPING: BROSIG NO 1 1935
 AX0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0248+STABILITY: SURFACE MOTION
 AX0248
 AX0248  HISTORY     - Date     Condition        Report By
 AX0248  HISTORY     - 1935     MONUMENTED       CGS
 AX0248  HISTORY     - 1954     GOOD             NGS
 AX0248  HISTORY     - 19991023 GOOD             USPSQD
 AX0248
 AX0248                          STATION DESCRIPTION
 AX0248
 AX0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0248'8.2 MI NW FROM PETERS.
 AX0248'1.65 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AX0248'FROM THE STATION SIGN AT PETERS, THENCE 4.4 MILES NORTH ALONG A
 AX0248'GRAVELED ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.2
 AX0248'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE WEST ALONG FARM
 AX0248'ROAD 331, 0.1 MILE SOUTH OF THE FARM ROAD, 400 FEET SOUTHWEST OF A
 AX0248'FARMHOUSE, 351.0 FEET SOUTHWEST OF TRIANGULATION STATION BROSIG 1954,
 AX0248'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.3 FEET ABOVE THE
 AX0248'GROUND.
 AX0248
 AX0248                          STATION RECOVERY (1999)
 AX0248
 AX0248'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0246 ***********************************************************************
 AX0246  DESIGNATION -  BROSIG RM 2
 AX0246  PID         -  AX0246
 AX0246  STATE/COUNTY-  TX/AUSTIN
 AX0246  USGS QUAD   -  BURLEIGH (1981)
 AX0246
 AX0246                         *CURRENT SURVEY CONTROL
 AX0246  ___________________________________________________________________
 AX0246* NAD 83(1986)-  29 55 17.     (N)    096 09 25.     (W)     SCALED    
 AX0246* NAVD 88     -        71.76   (+/-2cm)     235.4    (feet)  VERTCON   
 AX0246  ___________________________________________________________________
 AX0246  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0246
 AX0246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0246
 AX0246.The horizontal coordinates were scaled from a topographic map and have
 AX0246.an estimated accuracy of +/- 6 seconds.
 AX0246
 AX0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0246.The vertical order pertains to the NGVD 29 superseded value.
 AX0246
 AX0246.The geoid height was determined by GEOID03.
 AX0246
 AX0246;                    North         East    Units  Estimated Accuracy
 AX0246;SPC TXSC     - 4,234,750.      874,480.      MT  (+/- 180 meters Scaled)
 AX0246
 AX0246                          SUPERSEDED SURVEY CONTROL
 AX0246
 AX0246  NGVD 29 (??/??/92)   71.738  (m)          235.36   (f) ADJ UNCH    2 0
 AX0246
 AX0246.Superseded values are not recommended for survey control.
 AX0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0246.See file dsdata.txt to determine how the superseded data were derived.
 AX0246
 AX0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU744134(NAD 83)
 AX0246_MARKER: DR = REFERENCE MARK DISK
 AX0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0246_STAMPING: BROSIG NO 2 1935
 AX0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0246+STABILITY: SURFACE MOTION
 AX0246
 AX0246  HISTORY     - Date     Condition        Report By
 AX0246  HISTORY     - 1935     MONUMENTED       CGS
 AX0246  HISTORY     - 1954     GOOD             NGS
 AX0246  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 AX0246
 AX0246                          STATION DESCRIPTION
 AX0246
 AX0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0246'8.2 MI NW FROM PETERS.
 AX0246'1.65 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AX0246'FROM THE STATION SIGN AT PETERS, THENCE 4.4 MILES NORTH ALONG A
 AX0246'GRAVELED ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.2
 AX0246'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE WEST ALONG FARM
 AX0246'ROAD 331, IN A PASTURE, 0.1 MILE SOUTH OF THE FARM ROAD, 100 FEET
 AX0246'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 168.0 FEET NORTHWEST
 AX0246'OF TRIANGULATION STATION BROSIG 1954, SET IN THE TOP OF A CONCRETE
 AX0246'POST WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 AX0246
 AX0246                          STATION RECOVERY (1999)
 AX0246
 AX0246'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0875 ***********************************************************************
 GK0875  DESIGNATION -  BROWDER
 GK0875  PID         -  GK0875
 GK0875  STATE/COUNTY-  TX/HANSFORD
 GK0875  USGS QUAD   -  BERNSTEIN (1974)
 GK0875
 GK0875                         *CURRENT SURVEY CONTROL
 GK0875  ___________________________________________________________________
 GK0875* NAD 83(1993)-  36 28 00.97444(N)    101 16 32.46565(W)     ADJUSTED  
 GK0875* NAVD 88     -       936.9    (meters)    3074.     (feet)  VERTCON   
 GK0875  ___________________________________________________________________
 GK0875  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 GK0875  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GK0875
 GK0875  HORZ ORDER  -  FIRST
 GK0875
 GK0875.The horizontal coordinates were established by classical geodetic methods
 GK0875.and adjusted by the National Geodetic Survey in February 1996..
 GK0875
 GK0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0875
 GK0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0875
 GK0875.The geoid height was determined by GEOID03.
 GK0875
 GK0875;                    North         East     Units Scale Factor Converg.
 GK0875;SPC TX N     - 1,273,714.980   220,106.738   MT  1.00007849   +0 07 48.0
 GK0875;SPC TX N     - 4,178,846.56    722,133.52   sFT  1.00007849   +0 07 48.0
 GK0875;SPC OK N     -   167,715.097   306,470.793   MT  0.99995903   -1 55 59.3
 GK0875;SPC OK N     -   550,245.28  1,005,479.59   sFT  0.99995903   -1 55 59.3
 GK0875;UTM  14      - 4,038,148.129   296,097.952   MT  1.00011227   -1 21 10.9
 GK0875
 GK0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0875!SPC TX N     -   0.99985720  x   1.00007849  =   0.99993568
 GK0875!SPC OK N     -   0.99985720  x   0.99995903  =   0.99981624
 GK0875!UTM  14      -   0.99985720  x   1.00011227  =   0.99996946
 GK0875
 GK0875|---------------------------------------------------------------------|
 GK0875| PID    Reference Object                     Distance      Geod. Az  |
 GK0875|                                                           dddmmss.s |
 GK0875| CM8523 BROWDER RM 1                         19.438 METERS 07217     |
 GK0875| GK0876 BROWDER RM 5                         22.496 METERS 07435     |
 GK0875| CM8522 BROWDER AZ MK                                      1775432.5 |
 GK0875| CM8525 BROWDER RM 3 AZIMUTH                               1780013.4 |
 GK0875| CM8524 BROWDER RM 2 AZIMUTH                               17812     |
 GK0875| CM8526 BROWDER RM 4                         21.889 METERS 18356     |
 GK0875| GK0882 GRUVER MUNICIPAL TANK               APPROX.25.3 KM 2074856.3 |
 GK0875| GK0874 HITCHLAND HITCH GRAIN CO ELEV       APPROX. 5.1 KM 3144512.4 |
 GK0875| GK0873 HITCHLAND RAILROAD WATER TANK       APPROX. 5.1 KM 3161018.0 |
 GK0875| CM8527 BROWDER RM 6                         30.180 METERS 35532     |
 GK0875|---------------------------------------------------------------------|
 GK0875
 GK0875                          SUPERSEDED SURVEY CONTROL
 GK0875
 GK0875  NAD 83(1993)-  36 28 00.97444(N)    101 16 32.46565(W) AD(       ) 1
 GK0875  NAD 83(1986)-  36 28 00.97921(N)    101 16 32.45151(W) AD(       ) 1
 GK0875  NAD 27      -  36 28 00.87900(N)    101 16 30.88100(W) AD(       ) 1
 GK0875  NGVD 29 (07/19/86)  936.5    (m)         3073.     (f) VERT ANG       
 GK0875
 GK0875.Superseded values are not recommended for survey control.
 GK0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0875.See file dsdata.txt to determine how the superseded data were derived.
 GK0875
 GK0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF9609838148(NAD 83)
 GK0875_MARKER: DS = TRIANGULATION STATION DISK
 GK0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0875
 GK0875  HISTORY     - Date     Condition        Report By
 GK0875  HISTORY     - 1931     MONUMENTED       CGS
 GK0875  HISTORY     - 1952     GOOD             CGS
 GK0875  HISTORY     - 1962     POOR             USGS
 GK0875  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GK0875  HISTORY     - 1975     GOOD             NGS
 GK0875
 GK0875                          STATION DESCRIPTION
 GK0875
 GK0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0875'STATION IS ABOUT 8 MILES NNE OF BERNSTEIN, 3-1/4 MILES SE OF
 GK0875'HITCHLAND, 2-1/4 MILES S OF THE TEXAS-OKLAHOMA STATE LINE, ON
 GK0875'PROPERTY OWNED BY R.H. BROWDER.
 GK0875'
 GK0875'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 GK0875'DISKS SET IN CONCRETE POSTS.
 GK0875'
 GK0875'REFERENCE MARK NO. 1 IS IN N-S FENCE, 10-1/4 METERS (34 FEET)
 GK0875'E OF CENTER LINE OF ROAD, AND 19.46 METERS (63.8 FEET) FROM
 GK0875'STATION.
 GK0875'
 GK0875'REFERENCE MARK NO. 2 IS 1 FOOT W OF N-S FENCE ON E SIDE OF
 GK0875'ROAD, 5 FEET S OF A T-INTERSECTION OF FENCES (POSSIBLY A
 GK0875'SECTION CORNER), AND 0.5 MILE (SPEEDOMETER) FROM STATION S 01 DEG 47
 GK0875'MIN E.
 GK0875'
 GK0875'TO REACH STATION FROM HITCHLAND GO E FROM RAILROAD CROSSING 1.3 MILES
 GK0875'TO TURN, AND CONTINUE ON MAIN ROAD S 0.8 MILE, THEN 0.8 MILE E,
 GK0875'THEN 1.5 MILES S TO STATION, 9 METERS (30 FEET) W OF CENTER
 GK0875'LINE OF ROAD.
 GK0875
 GK0875                          STATION RECOVERY (1952)
 GK0875
 GK0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0875'THE STATION MARK AND REFERENCE MARK NUMBER 1 WERE RECOVERED AND
 GK0875'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NUMBER 2 HAS
 GK0875'BEEN DESTROYED BUT REFERENCE MARKS NUMBER 3 AND 4 HAVE BEEN
 GK0875'ESTABLISHED AND ARE DESCRIBED BELOW.  A COMPLETE DESCRIPTION
 GK0875'FOLLOWS--
 GK0875'
 GK0875'THE STATION IS LOCATED ON THE WEST SIDE OF A GRAVELED ROAD, ABOUT
 GK0875'19 MILES AIRLINE NORTH-NORTHWEST OF SPEARMAN, ABOUT 3 MILES
 GK0875'AIRLINE SOUTHEAST OF HITCHLAND, AND ABOUT 2-1/4 MILES SOUTH
 GK0875'OF THE TEXAS-OKLAHOMA STATE LINE.
 GK0875'
 GK0875'TO REACH THE STATION FROM THE POST OFFICE IN HITCHLAND GO NORTH
 GK0875'FOR 0.1 MILE TO A CROSS ROAD.  TURN RIGHT, EAST, CROSS A RAILROAD
 GK0875'TRACK AND GO 1.4 MILES TO A FORK.  TURN RIGHT AND GO 1.6 MILES TO
 GK0875'A FORK.  TURN RIGHT, SOUTH, AND GO 1.5 MILES TO A WHITE WITNESS
 GK0875'POST AND THE STATION ON THE RIGHT.
 GK0875'
 GK0875'THE STATION MARK IS A STANDARD DISK STAMPED BROWDER 1931 SET
 GK0875'IN THE TOP OF A 14-INCH SQUARE CONCRETE POST THAT PROJECTS 9
 GK0875'INCHES ABOVE THE GROUND.  IT IS 6 FEET EAST OF A WHITE WITNESS
 GK0875'POST, 8 FEET EAST OF A FENCE LINE, AND 32 FEET WEST OF THE
 GK0875'CENTERLINE OF THE ROAD.
 GK0875'
 GK0875'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BROWDER NO 1
 GK0875'1931 SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST THAT
 GK0875'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 13 FEET WEST OF A
 GK0875'FENCE LINE, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 GK0875'THE SAME ELEVATION AS THE STATION.
 GK0875'
 GK0875'REFERENCE MARK NUMBER 4 IS A STANDARD DISK STAMPED BROWDER NO 4
 GK0875'1931 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0875'1 INCH ABOVE THE GROUND.  IT IS 2 FEET EAST OF A FENCE LINE, 38
 GK0875'FEET WEST OF THE CENTERLINE OF THE ROAD, AND THE SAME ELEVATION
 GK0875'AS THE STATION.
 GK0875'
 GK0875'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 GK0875'BROWDER NO 3 1931 SET IN THE TOP OF A 14-INCH SQUARE CONCRETE
 GK0875'POST THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 3 FEET
 GK0875'WEST OF A FENCE LINE, 37 FEET EAST OF THE CENTERLINE OF A
 GK0875'NORTH-SOUTH ROAD, AND 27 FEET SOUTH OF A FENCE CORNER.  TO
 GK0875'REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.5 MILE
 GK0875'TO A FENCE CORNER AND THE AZIMUTH MARK ON THE LEFT.
 GK0875
 GK0875                          STATION RECOVERY (1962)
 GK0875
 GK0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GK0875'STATION HAS BEEN DISTURBED.  R.M. 1 HAS BEEN RESET.  THE NEW
 GK0875'AZIMUTH FOR R.M. 1 IS 255 DEG 38 MIN 46 SEC.  CHAINED DISTANCE
 GK0875'FROM STATION BROWDER TO R.M. 1 IS 74.23 FT.
 GK0875
 GK0875                          STATION RECOVERY (1969)
 GK0875
 GK0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0875'THE SURFACE STATION MARK WAS FOUND IN FAIR CONDITION, THE
 GK0875'CORNERS OF CONCRETE POST HAD BEEN CHIPPED OFF.  REFERENCE MARKS
 GK0875'NO. 1, NO. 3 (AZIMUTH MARK) AND NO. 4 WERE FOUND TO BE DESTROYED.
 GK0875'THE SURFACE STATION MARK WAS REINFORCED ONLY.  A NEW AZIMUTH MARK
 GK0875'AND TWO NEW REFERENCE MARKS WERE SET.  A COMPLETE DESCRIPTION
 GK0875'IS AS FOLLOWS--
 GK0875'
 GK0875'STATION IS ABOUT 19 MILES NORTH OF SPEARMAN, 3 MILES SOUTHEAST
 GK0875'OF HITCHLAND, ALONG THE WEST RIGHT-OF-WAY OF FM HIGHWAY 1261.
 GK0875'
 GK0875'TO REACH STATION FROM THE COURTHOUSE IN SPEARMAN, GO WEST ON FM
 GK0875'HIGHWAY 759 FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAYS 15
 GK0875'AND 207 CONTINUE WEST ON STATE HIGHWAYS 15 AND 207 FOR 2.2 MILES TO
 GK0875'FM HIGHWAY 2387.  TURN RIGHT, NORTHWESTERLY AND FOLLOW FM HIGHWAY
 GK0875'2387 FOR 9.55 MILES TO FM HIGHWAY 1261.  TURN RIGHT, NORTH, GO
 GK0875'10.6 MILES ALONG FM HIGHWAY 1261 TO AZIMUTH MARK ON THE RIGHT.
 GK0875'CONTINUE ON HIGHWAY 0.5 MILE TO STATION ON THE LEFT.
 GK0875'
 GK0875'STATION MARK A STANDARD DISK, STAMPED BROWDER 1931, IS SET IN A
 GK0875'16 IN X 16 IN CONCRETE POST WHICH PROJECTS 10 INCHES ABOVE GROUND.
 GK0875'IT IS 33 FEET WEST OF CENTER LINE OF HIGHWAY, 53 FEET SOUTH OF
 GK0875'A FIELD ROAD LEADING WEST, 9 FEET EAST OF A POWER LINE, AND 1.8
 GK0875'FEET NORTHWEST OF A METAL WITNESS POST.
 GK0875'
 GK0875'REFERENCE MARK NO. 5 A STANDARD DISK, STAMPED BROWDER 1931 NO 5
 GK0875'1969 IS SET IN A 14 IN X 14 IN CONCRETE POST WHICH PROJECTS 1
 GK0875'INCH ABOVE GROUND.  IT IS 39 FEET EAST OF CENTER LINE OF
 GK0875'HIGHWAY, 35 FEET SOUTH OF THE EXTEND CENTER LINE OF FIELD ROAD,
 GK0875'AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 GK0875'
 GK0875'REFERENCE MARK NO. 6 A STANDARD DISK, STAMPED BROWDER 1931 NO
 GK0875'6 1969 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 GK0875'2 INCHES ABOVE GROUND.  IT IS 40 FEET WEST OF HIGHWAY CENTER
 GK0875'LINE, 45 FEET NORTH OF CENTER LINE OF THE FIELD ROAD AND 3
 GK0875'FEET SOUTHEAST OF A POWER LINE POLE.
 GK0875'
 GK0875'AZIMUTH MARK A STANDARD REFERENCE MARK DISK, STAMPED AZI MK 1931
 GK0875'BROWDER 1969, IS SET IN A 16 IN X 16 IN CONCRETE POST FLUSH
 GK0875'WITH SURFACE OF GROUND.  IT IS 46 FEET EAST OF THE HIGHWAY CENTER
 GK0875'LINE, 88 FEET SOUTHEAST AND ACROSS THE ROAD FROM A PRIVATE
 GK0875'DRIVEWAY, 4 FEET EAST OF A CORNER FENCE POST AND 1 FOOT NORTHEAST
 GK0875'OF A METAL WITNESS POST.
 GK0875'
 GK0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 GK0875'SOUTHEAST OF HITCHLAND.
 GK0875
 GK0875                          STATION RECOVERY (1975)
 GK0875
 GK0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WFP)
 GK0875'THE STATION MARK, REFERENCE MARK 5, REFERENCE MARK 6, AND THE
 GK0875'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GK0875'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS COMPARED
 GK0875'FAVORABLY WITH THE 1969 DATA.  THE 1969 RECOVERY NOTE IS ADEQUATE
 GK0875'FOR STATION RECOVERY.  REFERENCE MARK 5 WAS THE ANTENNA SITE
 GK0875'FOR GEOCEIVER STATION 51040.
 GK0875'
 GK0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 GK0875'MILES SOUTHEAST OF HITCHLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0954 ***********************************************************************
 EN0954  DESIGNATION -  BROWDER
 EN0954  PID         -  EN0954
 EN0954  STATE/COUNTY-  TX/HALL
 EN0954  USGS QUAD   -  ESTELLINE NW (1984)
 EN0954
 EN0954                         *CURRENT SURVEY CONTROL
 EN0954  ___________________________________________________________________
 EN0954* NAD 83(1993)-  34 43 25.72154(N)    100 26 06.46517(W)     ADJUSTED  
 EN0954* NAVD 88     -       650.1    (meters)    2133.     (feet)  VERTCON   
 EN0954  ___________________________________________________________________
 EN0954  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 EN0954  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EN0954
 EN0954  HORZ ORDER  -  THIRD
 EN0954
 EN0954.The horizontal coordinates were established by classical geodetic methods
 EN0954.and adjusted by the National Geodetic Survey in February 1996..
 EN0954
 EN0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0954
 EN0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0954
 EN0954.The geoid height was determined by GEOID03.
 EN0954
 EN0954;                    North         East     Units Scale Factor Converg.
 EN0954;SPC TX N     - 1,080,823.799   297,532.132   MT  0.99998371   +0 37 01.7
 EN0954;SPC TX N     - 3,546,002.75    976,153.34   sFT  0.99998371   +0 37 01.7
 EN0954;UTM  14      - 3,843,353.026   368,598.717   MT  0.99981281   -0 49 03.3
 EN0954
 EN0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0954!SPC TX N     -   0.99990230  x   0.99998371  =   0.99988601
 EN0954!UTM  14      -   0.99990230  x   0.99981281  =   0.99971513
 EN0954
 EN0954                          SUPERSEDED SURVEY CONTROL
 EN0954
 EN0954  NAD 83(1993)-  34 43 25.72170(N)    100 26 06.46430(W) AD(       ) 3
 EN0954  NAD 83(1986)-  34 43 25.72676(N)    100 26 06.45760(W) AD(       ) 3
 EN0954  NGVD 29 (01/19/93)  649.8    (m)         2132.     (f) VERT ANG       
 EN0954
 EN0954.Superseded values are not recommended for survey control.
 EN0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0954.See file dsdata.txt to determine how the superseded data were derived.
 EN0954
 EN0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6859943353(NAD 83)
 EN0954_MARKER: DD = SURVEY DISK
 EN0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0954+STABILITY: SURFACE MOTION
 EN0954
 EN0954  HISTORY     - Date     Condition        Report By
 EN0954  HISTORY     - 1955     MONUMENTED       USGS
 EN0954
 EN0954                          STATION DESCRIPTION
 EN0954
 EN0954'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 EN0954'STATION IS LOCATED 6.0 MI. E. OF MEMPHIS, 0.1 MI. S. OF HIGHWAY 256
 EN0954'ON THE HIGHEST POINT OF A SMALL BUTTE.
 EN0954'
 EN0954'TO REACH FROM THE POST OFFICE IN MEMPHIS, GO 1 BLOCK S. TO STATE
 EN0954'HIGHWAY 256, TURN LEFT (E.) ON HIGHWAY 256 AND GO 6.3 MI. TO T-RD. S.,
 EN0954'TURN RIGHT (S.) ON DIRT RD. AND GO 0.1 MI. TO MIDDLE OF BUTTE AND
 EN0954'STATION SITE.
 EN0954'
 EN0954'STATION MARK--A STANDARD TABLET STAMPED---BROWDER 1955---, SET IN
 EN0954'TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FT. ABOVE GROUND.
 EN0954'
 EN0954'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED---BROWDER
 EN0954'NO. 1 1955---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.1 FT.
 EN0954'ABOVE GROUND, 192.18 FT. FROM STATION MARK BEARING N 30 24 E.
 EN0954'
 EN0954'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED---BROWDER
 EN0954'NO. 2 1955---, SET IN BEDROCK, 122.48 FT. FROM STATION MARK IN TRUE
 EN0954'AZIMUTH OF 165 DEGREES 07 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0876 ***********************************************************************
 GK0876  CBN         -  This is a Cooperative Base Network Control Station.
 GK0876  DESIGNATION -  BROWDER RM 5
 GK0876  PID         -  GK0876
 GK0876  STATE/COUNTY-  TX/HANSFORD
 GK0876  USGS QUAD   -  BERNSTEIN (1974)
 GK0876
 GK0876                         *CURRENT SURVEY CONTROL
 GK0876  ___________________________________________________________________
 GK0876* NAD 83(1993)-  36 28 01.16847(N)    101 16 31.59460(W)     ADJUSTED  
 GK0876* NAVD 88     -       936.0    (meters)    3071.     (feet)  GPS OBS   
 GK0876  ___________________________________________________________________
 GK0876  X           -  -1,004,240.421 (meters)                     COMP
 GK0876  Y           -  -5,036,966.772 (meters)                     COMP
 GK0876  Z           -   3,770,529.781 (meters)                     COMP
 GK0876  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 GK0876  ELLIP HEIGHT-         909.08  (meters)          (10/24/00) GPS OBS
 GK0876  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 GK0876
 GK0876  HORZ ORDER  -  B
 GK0876  ELLP ORDER  -  FOURTH    CLASS II
 GK0876
 GK0876.The horizontal coordinates were established by GPS observations
 GK0876.and adjusted by the National Geodetic Survey in May 1994..
 GK0876
 GK0876.The orthometric height was determined by GPS observations and a
 GK0876.high-resolution geoid model.
 GK0876
 GK0876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK0876
 GK0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0876
 GK0876.The ellipsoidal height was determined by GPS observations
 GK0876.and is referenced to NAD 83.
 GK0876
 GK0876.The geoid height was determined by GEOID03.
 GK0876
 GK0876;                    North         East     Units Scale Factor Converg.
 GK0876;SPC TX N     - 1,273,721.011   220,128.412   MT  1.00007851   +0 07 48.5
 GK0876;SPC TX N     - 4,178,866.35    722,204.63   sFT  1.00007851   +0 07 48.5
 GK0876;UTM  14      - 4,038,153.597   296,119.776   MT  1.00011216   -1 21 10.4
 GK0876
 GK0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0876!SPC TX N     -   0.99985735  x   1.00007851  =   0.99993585
 GK0876!UTM  14      -   0.99985735  x   1.00011216  =   0.99996949
 GK0876
 GK0876:                Primary Azimuth Mark                     Grid Az
 GK0876:SPC TX N     -  BROWDER AZ MK                            179 15 09.6
 GK0876:UTM  14      -  BROWDER AZ MK                            180 44 08.5
 GK0876
 GK0876|---------------------------------------------------------------------|
 GK0876| PID    Reference Object                     Distance      Geod. Az  |
 GK0876|                                                           dddmmss.s |
 GK0876| CM8522 BROWDER AZ MK                                      1792258.1 |
 GK0876| GK0875 BROWDER                              22.496 METERS 25435     |
 GK0876| CM8527 BROWDER RM 6                         34.054 METERS 31504     |
 GK0876|---------------------------------------------------------------------|
 GK0876
 GK0876                          SUPERSEDED SURVEY CONTROL
 GK0876
 GK0876  NAD 83(1986)-  36 28 01.17328(N)    101 16 31.58027(W) AD(       ) 2
 GK0876  NAD 27      -  36 28 01.07315(N)    101 16 30.01002(W) AD(       ) 2
 GK0876  NGVD 29 (12/08/88)  935.7    (m)         3070.     (f) GPS OBS        
 GK0876
 GK0876.Superseded values are not recommended for survey control.
 GK0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0876.See file dsdata.txt to determine how the superseded data were derived.
 GK0876
 GK0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF9612038154(NAD 83)
 GK0876_MARKER: DR = REFERENCE MARK DISK
 GK0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0876_SP_SET: SQUARE CONCRETE MONUMENT
 GK0876_STAMPING: BROWDER 1931 1969 NO 5
 GK0876_MARK LOGO: CGS   
 GK0876_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0876+STABILITY: SURFACE MOTION
 GK0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0876+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1993
 GK0876
 GK0876  HISTORY     - Date     Condition        Report By
 GK0876  HISTORY     - 1969     MONUMENTED       CGS
 GK0876  HISTORY     - 1988     GOOD             NGS
 GK0876  HISTORY     - 19930224 GOOD             NGS
 GK0876
 GK0876                          STATION DESCRIPTION
 GK0876
 GK0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK0876'THE STATION WAS RECOVERED AT THIS DATE.
 GK0876'OTHER MARKS NOT SEARCHED FOR.
 GK0876'
 GK0876'THE STATION IS LOCATED ABOUT 30.6 KM (19.0 MI)
 GK0876'NORTH OF SPEARMAN, 4.8 KM (3.0 MI) SOUTHEAST OF HITCHLAND AND ALONG
 GK0876'THE EAST RIGHT-OF-WAY OF FARM ROAD 1261.
 GK0876'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, PO BOX 2708, AMARILLO TX
 GK0876'79105, PHONE 806-355-5671.
 GK0876'
 GK0876'TO REACH THE STATION FROM THE COURTHOUSE IN SPEARMAN, GO WEST ON
 GK0876'FARM ROAD 759 FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF STATE HIGHWAYS
 GK0876'15 AND 207.  CONTINUE WEST ON STATE HIGHWAYS 15 AND 207 FOR 3.5 KM
 GK0876'(2.2 MI) TO FARM ROAD 2387.  TURN RIGHT, NORTHWESTERLY, AND FOLLOW
 GK0876'FARM ROAD 2387 FOR 15.4 KM (9.55 MI) TO FARM ROAD 1261.  TURN
 GK0876'RIGHT, NORTH, ALONG FARM ROAD 1261 FOR 17.2 KM (10.7 MI) TO THE
 GK0876'STATION ON THE RIGHT.
 GK0876'
 GK0876'THE STATION IS A STANDARD NGS REFERENCE DISK STAMPED---BROWDER 1931
 GK0876'NO 5 1969---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 GK0876'35 CM ON THE SIDE PROJECTING 2 CM ABOVE GROUND.  LOCATED
 GK0876'11.9 METERS (39.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GK0876'10.7 METERS (35.0 FT) SOUTH OF THE EXTENDED CENTER OF THE FIELD
 GK0876'ROAD AND 0.3 METERS (1.0 FT) NORTHEAST OF A METAL WITNESS POST.
 GK0876'
 GK0876'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK0876'
 GK0876'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK0876'
 GK0876'DESCRIBED BY J.N. LEONHARDT.
 GK0876
 GK0876                          STATION RECOVERY (1993)
 GK0876
 GK0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GK0876'STATION IS LOCATED ABOUT 31 KM (19.25 MI) NORTH-NORTHWEST OF SPEARMAN,
 GK0876'24 KM (14.90 MI) NORTHEAST OF GRUVER, 3.5 KM (2.15 MI) SOUTH OF THE
 GK0876'TEXAS-OKLAHOMA STATE LINE, ALONG A FARM ROAD, ON ROAD RIGHT-OF-WAY,
 GK0876'AT MILE 021.1, ADJACENT TO A CULTIVATED FIELD. OWNERSHIP--STATE
 GK0876'DEPARTMENT OF TRANSPORTATION.
 GK0876'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 207 ON THE
 GK0876'SOUTHWEST SIDE OF SPEARMAN, GO WEST ON HIGHWAYS 15 AND 207 FOR 3.34
 GK0876'KM (2.05 MI) TO FARM ROAD 2387 ON THE RIGHT.  TURN RIGHT, NORTH, THEN
 GK0876'WEST ON ROAD 2387 FOR 15.40 KM (9.55 MI) TO FARM ROAD 1261 ON THE
 GK0876'RIGHT.  TURN RIGHT, NORTH, ON ROAD 1261 FOR 15.54 KM (9.65 MI) TO A
 GK0876'PAVED LANE RIGHT LEADING TO A LARGE STONE HOUSE.  CONTINUE AHEAD FOR
 GK0876'0.81 KM (0.50 MI) TO A FENCE CORNER AND THE AZIMUTH MARK ON THE
 GK0876'RIGHT. CONTINUE AHEAD FOR 0.84 KM (0.50 MI) TO THE STATION ON THE
 GK0876'RIGHT, 0.14 KM (0.10 MI) BEFORE REACHING AN IRRIGATION PUMP ON THE
 GK0876'RIGHT.
 GK0876'STATION MARK IS SET IN THE TOP OF A 40-CM SQUARE CONCRETE POST
 GK0876'PROJECTING 15 CM ABOVE GROUND.  IT IS 11.7 M (38.4 FT) EAST OF, AND
 GK0876'LEVEL WITH THE ROAD CENTER, 0.4 M (1.3 FT) NORTH OF A METAL WITNESS
 GK0876'POST, 0.4 M (1.3 FT) WEST OF A FIBERGLASS WITNESS POST, 34.9 M
 GK0876'(114.5 FT) SOUTHEAST OF UTILITY POLE 312 10 LP 19, 23.8 M (78.1 FT)
 GK0876'EAST OF A CABLE WITNESS POST, 22.5 M (73.8 FT) EAST-NORTHEAST OF
 GK0876'BROWDER 1931, AND 5.5 M (18.0 FT) SOUTHWEST OF A ROUND IRRIGATION
 GK0876'HOOKUP IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0571 ***********************************************************************
 AO0571  DESIGNATION -  BROWN
 AO0571  PID         -  AO0571
 AO0571  STATE/COUNTY-  TX/MCMULLEN
 AO0571  USGS QUAD   -  CABALLOS CREEK (1965)
 AO0571
 AO0571                         *CURRENT SURVEY CONTROL
 AO0571  ___________________________________________________________________
 AO0571* NAD 83(1993)-  28 37 32.31261(N)    098 22 39.28155(W)     ADJUSTED  
 AO0571* NAVD 88     -       127.     (meters)     417.     (feet)  SCALED    
 AO0571  ___________________________________________________________________
 AO0571  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AO0571  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AO0571
 AO0571  HORZ ORDER  -  FIRST
 AO0571
 AO0571.The horizontal coordinates were established by classical geodetic methods
 AO0571.and adjusted by the National Geodetic Survey in February 1996..
 AO0571
 AO0571.The orthometric height was scaled from a topographic map.
 AO0571
 AO0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0571
 AO0571.The geoid height was determined by GEOID03.
 AO0571
 AO0571;                    North         East     Units Scale Factor Converg.
 AO0571;SPC TXSC     - 4,087,973.035   660,861.345   MT  0.99993927   +0 18 17.8
 AO0571;SPC TXSC     -13,411,958.20  2,168,175.93   sFT  0.99993927   +0 18 17.8
 AO0571;UTM  14      - 3,166,669.481   560,841.635   MT  0.99964568   +0 17 53.5
 AO0571
 AO0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0571!SPC TXSC     -   0.99998411  x   0.99993927  =   0.99992338
 AO0571!UTM  14      -   0.99998411  x   0.99964568  =   0.99962980
 AO0571
 AO0571|---------------------------------------------------------------------|
 AO0571| PID    Reference Object                     Distance      Geod. Az  |
 AO0571|                                                           dddmmss.s |
 AO0571| AO0572 PTS 35 K USGS 1952                   64.134 METERS 00438     |
 AO0571| AO0567 CAMPBELLTON MUNICIPAL TANK          APPROX.15.1 KM 0274415.6 |
 AO0571| CV4366 BROWN RM 1                           26.653 METERS 04046     |
 AO0571| AO0563 WHITSETT                            APPROX.16.5 KM 0830840.9 |
 AO0571| CV4367 BROWN RM 2                           26.311 METERS 16113     |
 AO0571|---------------------------------------------------------------------|
 AO0571
 AO0571                          SUPERSEDED SURVEY CONTROL
 AO0571
 AO0571  NAD 83(1986)-  28 37 32.31771(N)    098 22 39.25881(W) AD(       ) 1
 AO0571  NAD 27      -  28 37 31.36900(N)    098 22 38.21200(W) AD(       ) 1
 AO0571
 AO0571.Superseded values are not recommended for survey control.
 AO0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0571.See file dsdata.txt to determine how the superseded data were derived.
 AO0571
 AO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS6084266669(NAD 83)
 AO0571_MARKER: DS = TRIANGULATION STATION DISK
 AO0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0571_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0571
 AO0571  HISTORY     - Date     Condition        Report By
 AO0571  HISTORY     - 1952     MONUMENTED       CGS
 AO0571  HISTORY     - 1961     GOOD             LOCENG
 AO0571  HISTORY     - 1965     GOOD             USGS
 AO0571
 AO0571                          STATION DESCRIPTION
 AO0571
 AO0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0571'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CAMPBELLTON, 7
 AO0571'MILES WEST OF WHITSETT, 100 YARDS SOUTH OF A HOUSE, 28 FEET
 AO0571'NORTHEAST OF A TRACK ROAD, 8 FEET SOUTH OF A WITNESS POST, AND
 AO0571'ON THE PROPERTY OF MR. ROYAL H. BROWN.
 AO0571'
 AO0571'TO REACH THE STATION FROM THE DEPOT IN WHITESETT.  GO SOUTHWEST
 AO0571'ON A DIRT ROAD FOR 5.6 MILES TO A PIPE LINE AND TELEPHONE
 AO0571'CROSSING, AND A T-ROAD LEFT.  CONTINUE STRAIGHT AHEAD THROUGH A
 AO0571'GATE AND GO WEST FOR 0.9 MILE TO A TRACK ROAD ON THE RIGHT,
 AO0571'TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR 2.9 MILES TO
 AO0571'THE STATION AS DESCRIBED.
 AO0571'
 AO0571'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AO0571'CYLINDERS.
 AO0571'
 AO0571'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 AO0571'BROWN 1952.
 AO0571'
 AO0571'REFERENCE MARK NO. 1 IS 37 FEET WEST OF A TRACK ROAD.  THE MARK IS
 AO0571'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BROWN NO 1 1952.
 AO0571'
 AO0571'REFERENCE MARK NO. 2 IS 15 FEET SOUTHWEST OF A TRACK ROAD.
 AO0571'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED BROWN NO 2
 AO0571'1952.
 AO0571'
 AO0571'P.T. STA. NO. 35K (USGS) IS A BRONZE DISK SET IN THE TOP OF A
 AO0571'6-INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES, AND THE DISK
 AO0571'IS STAMPED P.T. STA. NO. 35K 1925.  IT IS 250 FEET SOUTH OF A
 AO0571'HOUSE, 55 FEET SOUTHEAST OF A SMALL HOUSE, AND 2 FEET NORTHWEST
 AO0571'OF A FENCE CORNER.
 AO0571'
 AO0571'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK DUE TO
 AO0571'TIMBER.
 AO0571'
 AO0571'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AO0571
 AO0571                          STATION RECOVERY (1961)
 AO0571
 AO0571'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (WLF)
 AO0571'RECOVERED BY PLYMOUTH OIL CO.
 AO0571'
 AO0571'REFERENCE MARK 2 AND P.T. STA. NO. 35K (USGS) WERE FOUND IN GOOD
 AO0571'CONDITION.  NO OTHER MARKS WERE FOUND BUT A WITNESS POST
 AO0571'REMAINS.
 AO0571
 AO0571                          STATION RECOVERY (1965)
 AO0571
 AO0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AO0571'STATION WAS RECOVERED IN GOOD CONDITION.
 AO0571'
 AO0571'TO REACH THE STATION FROM WHITSETT, GO SW ON FARM ROAD 99 FOR
 AO0571'05.2 MILES TO A Y-JCT. WITH GRAVEL ROAD AT POINT WHERE FARM
 AO0571'ROAD 99 CURVES TO THE LEFT, CONTINUE STRAIGHT AHEAD ON PRIVATE
 AO0571'GRAVEL ROAD FOR 01.1 MILES TO A T-JCT.  TURN RIGHT AND GO
 AO0571'NORTH FOR 02.5 MILES TO THE STATION AS DESCRIBED.  THE STATION IS
 AO0571'100 YARDS SOUTH OF A HOUSE, 28 FEET NE OF A TRACK ROAD, 11
 AO0571'FEET SSW OF A POWER POLE, 6 FEET EAST OF A TRACK ROAD ALONG
 AO0571'POWER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0987 ***********************************************************************
 CA0987  DESIGNATION -  BROWN
 CA0987  PID         -  CA0987
 CA0987  STATE/COUNTY-  TX/CORYELL
 CA0987  USGS QUAD   -  PEARL (1979)
 CA0987
 CA0987                         *CURRENT SURVEY CONTROL
 CA0987  ___________________________________________________________________
 CA0987* NAD 83(1993)-  31 26 19.41903(N)    098 07 11.33845(W)     ADJUSTED  
 CA0987* NAVD 88     -       448.3    (meters)    1471.     (feet)  VERTCON   
 CA0987  ___________________________________________________________________
 CA0987  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 CA0987  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CA0987
 CA0987  HORZ ORDER  -  FIRST
 CA0987
 CA0987.The horizontal coordinates were established by classical geodetic methods
 CA0987.and adjusted by the National Geodetic Survey in February 1996..
 CA0987
 CA0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0987
 CA0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0987
 CA0987.The geoid height was determined by GEOID03.
 CA0987
 CA0987;                    North         East     Units Scale Factor Converg.
 CA0987;SPC TX C     - 3,198,537.767   910,393.620   MT  0.99991077   +1 08 24.3
 CA0987;SPC TX C     -10,493,869.32  2,986,849.73   sFT  0.99991077   +1 08 24.3
 CA0987;UTM  14      - 3,478,560.733   583,642.027   MT  0.99968629   +0 27 32.8
 CA0987
 CA0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0987!SPC TX C     -   0.99993376  x   0.99991077  =   0.99984454
 CA0987!UTM  14      -   0.99993376  x   0.99968629  =   0.99962007
 CA0987
 CA0987:                Primary Azimuth Mark                     Grid Az
 CA0987:SPC TX C     -  WHITE CH SPIRE SE OF CHAMLISS            015 31 33.9
 CA0987:UTM  14      -  WHITE CH SPIRE SE OF CHAMLISS            016 12 25.4
 CA0987
 CA0987|---------------------------------------------------------------------|
 CA0987| PID    Reference Object                     Distance      Geod. Az  |
 CA0987|                                                           dddmmss.s |
 CA0987| CA0973 WHITE CH SPIRE SE OF CHAMLISS       APPROX.21.1 KM 0163958.2 |
 CA0987| CV4362 BROWN RM                             94.035 METERS 18923     |
 CA0987|---------------------------------------------------------------------|
 CA0987
 CA0987                          SUPERSEDED SURVEY CONTROL
 CA0987
 CA0987  NAD 83(1986)-  31 26 19.42877(N)    098 07 11.32109(W) AD(       ) 1
 CA0987  NAD 27      -  31 26 18.84800(N)    098 07 10.20500(W) AD(       ) 1
 CA0987  NGVD 29 (07/19/86)  448.2    (m)         1470.     (f) VERT ANG       
 CA0987
 CA0987.Superseded values are not recommended for survey control.
 CA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0987.See file dsdata.txt to determine how the superseded data were derived.
 CA0987
 CA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8364278561(NAD 83)
 CA0987_MARKER: N = NAIL
 CA0987_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CA0987_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 CA0987
 CA0987  HISTORY     - Date     Condition        Report By
 CA0987  HISTORY     - 1902     MONUMENTED       CGS
 CA0987  HISTORY     - 1937     MARK NOT FOUND   TXHD
 CA0987  HISTORY     - 1948     MARK NOT FOUND   CGS
 CA0987  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CA0987
 CA0987                          STATION DESCRIPTION
 CA0987
 CA0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 CA0987'STATION IS ABOUT 4 MILES BY WAGON ROAD SE OF EVANT, 1/4 MILE N
 CA0987'OF THE PEARL-EVANT WAGON ROAD, IN THE SE CORNER OF A FIELD, ON
 CA0987'THE LAND OF W.H. BROWN AND ABOUT 650 YARDS S OF HIS HOUSE.
 CA0987'
 CA0987'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL IN
 CA0987'THE CENTER OF AN IRON PIPE 2 INCHES IN DIAMETER AND 2 FEET LONG,
 CA0987'SET FLANGE DOWN, FILLED WITH CONCRETE AND SURROUNDED BY A
 CA0987'BLOCK OF CONCRETE 18 INCHES IN DIAMETER.  THE CONCRETE WAS MARKED
 CA0987'WITH THE LETTERS U.S.C. AND G.S. AND THE DATE.
 CA0987'
 CA0987'REFERENCE MARK IS LOCATED IN THE WOODS S OF THE STATION AND
 CA0987'WITHIN ABOUT 10 YARDS OF THREE LARGE OAK TREES MARKED WITH
 CA0987'TRIANGLES FACING IT.  IT IS 94.035 METERS (308.51 FEET) FROM
 CA0987'THE STATION S 9 DEG 23 MIN W.
 CA0987'
 CA0987'ELEVATION OF THE STATION, 448.2 METERS (1,470 FEET).
 CA0987
 CA0987                          STATION RECOVERY (1937)
 CA0987
 CA0987'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA0987'NEITHER STATION NOR REFERENCE MARK WERE RECOVERED.  THE
 CA0987'DESCRIPTION IS NOT SATISFACTORY, BUT NO NEW DESCRIPTION IS
 CA0987'GIVEN SINCE THE STATION WAS NOT RECOVERED.
 CA0987
 CA0987                          STATION RECOVERY (1948)
 CA0987
 CA0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GAN)
 CA0987'THIS STATION IS LOST.  SURFACE, UNDERGROUND AND REFERENCE MARKS
 CA0987'HAVE BEEN DUG OUT BY TREASURE HUNTERS.  THE SITE WAS VISITED WITH
 CA0987'A MR. CONNER WHO LIVED NEAR THE STATION WHEN IT WAS ESTABLISHED
 CA0987'AND WHO STATED THE MARKS WERE REMOVED BY FORMER TENENTS OF THE
 CA0987'LAND DURING A SEARCH FOR TREASURE.  THE SITE IS NOW AN OPEN
 CA0987'FIELD.
 CA0987
 CA0987                          STATION RECOVERY (2001)
 CA0987
 CA0987'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1038 ***********************************************************************
 CA1038  DESIGNATION -  BROWN
 CA1038  PID         -  CA1038
 CA1038  STATE/COUNTY-  TX/BROWN
 CA1038  USGS QUAD   -  LAKE BROWNWOOD (1987)
 CA1038
 CA1038                         *CURRENT SURVEY CONTROL
 CA1038  ___________________________________________________________________
 CA1038* NAD 83(1993)-  31 51 33.53195(N)    099 01 35.53799(W)     ADJUSTED  
 CA1038* NAVD 88     -       463.5    (meters)    1521.     (feet)  VERTCON   
 CA1038  ___________________________________________________________________
 CA1038  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CA1038  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CA1038
 CA1038  HORZ ORDER  -  SECOND
 CA1038
 CA1038.The horizontal coordinates were established by classical geodetic methods
 CA1038.and adjusted by the National Geodetic Survey in February 1996..
 CA1038
 CA1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1038
 CA1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1038
 CA1038.The geoid height was determined by GEOID03.
 CA1038
 CA1038;                    North         East     Units Scale Factor Converg.
 CA1038;SPC TX C     - 3,243,803.378   823,667.710   MT  0.99999364   +0 40 23.1
 CA1038;SPC TX C     -10,642,378.25  2,702,316.48   sFT  0.99999364   +0 40 23.1
 CA1038;UTM  14      - 3,524,842.239   497,489.493   MT  0.99960008   -0 00 50.4
 CA1038
 CA1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1038!SPC TX C     -   0.99993136  x   0.99999364  =   0.99992500
 CA1038!UTM  14      -   0.99993136  x   0.99960008  =   0.99953147
 CA1038
 CA1038|---------------------------------------------------------------------|
 CA1038| PID    Reference Object                     Distance      Geod. Az  |
 CA1038|                                                           dddmmss.s |
 CA1038| CV4364 BROWN RM 1                           26.548 METERS 06105     |
 CA1038| CA1039 BROWNWOOD PARK STANDPIPE 1944        70.100 METERS 08915     |
 CA1038| CV4365 BROWN RM 2                           37.015 METERS 15226     |
 CA1038| CV4363 BROWN AZ MK                                        2205902.9 |
 CA1038| CA0466 GROSVENOR                           APPROX. 8.4 KM 2941346.9 |
 CA1038|---------------------------------------------------------------------|
 CA1038
 CA1038                          SUPERSEDED SURVEY CONTROL
 CA1038
 CA1038  NAD 83(1986)-  31 51 33.54168(N)    099 01 35.52438(W) AD(       ) 2
 CA1038  NAD 27      -  31 51 32.99900(N)    099 01 34.33400(W) AD(       ) 2
 CA1038  NGVD 29 (07/28/98)  463.4    (m)         1520.     (f) VERT ANG       
 CA1038
 CA1038.Superseded values are not recommended for survey control.
 CA1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1038.See file dsdata.txt to determine how the superseded data were derived.
 CA1038
 CA1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9748924842(NAD 83)
 CA1038_MARKER: DS = TRIANGULATION STATION DISK
 CA1038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CA1038_PROJECTION: FLUSH
 CA1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1038+STABILITY: SURFACE MOTION
 CA1038
 CA1038  HISTORY     - Date     Condition        Report By
 CA1038  HISTORY     - 1944     MONUMENTED       CGS
 CA1038  HISTORY     - 1957     GOOD             CGS
 CA1038  HISTORY     - 1966     GOOD             USGS
 CA1038
 CA1038                          STATION DESCRIPTION
 CA1038
 CA1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1038'STATION IS LOCATED ABOUT 12 MILES NW OF BROWNWOOD, IN THE
 CA1038'BROWNWOOD STATE PARK.  THE MARK IS SET 15 FEET W OF THE
 CA1038'CENTER LINE OF THE GRAVEL DRIVE AND 219 FEET W OF A SHORT
 CA1038'CONCRETE STANDPIPE.  IT PROJECTS ABOUT 6 INCHES AND IS STAMPED
 CA1038'BROWN 1944.
 CA1038'
 CA1038'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA1038'DISKS SET IN CONCRETE.
 CA1038'
 CA1038'REFERENCE MARK 1 IS NE OF THE STATION ON THE S EDGE OF A
 CA1038'BUNCH OF BUSHES AND 45 FEET E OF THE CENTER LINE OF THE
 CA1038'ROAD.  IT PROJECTS ABOUT 6 INCHES.
 CA1038'
 CA1038'REFERENCE MARK 2 IS SE OF THE STATION, 50 FEET E OF THE
 CA1038'CENTER LINE OF THE DRIVE, AND 3 FEET NW OF AN 8-INCH MESQUITE
 CA1038'TREE.  IT PROJECTS ABOUT 6 INCHES.
 CA1038'
 CA1038'AZIMUTH MARK IS 0.25 MILE S OF THE STATION, 34 FEET S OF
 CA1038'THE CENTER LINE OF THE CONCRETE ROAD, 0.2 MILE W OF THE
 CA1038'DRIVE THAT LEADS TO THE STATION, AND 10 FEET E OF A 10-INCH
 CA1038'CROOKED MESQUITE TREE.  IT PROJECTS ABOUT 5 INCHES.
 CA1038'
 CA1038'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CA1038'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CA1038'
 CA1038'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CA1038'67 AND 283 IN THE N PART OF BROWNWOOD, GO W ON U.S. HIGHWAY
 CA1038'67 FOR 0.75 MILE TO THE INTERSECTION OF STATE HIGHWAY 279.
 CA1038'TURN RIGHT ON HIGHWAY 279 AND GO 18.4 MILES TO A SMALL SERVICE
 CA1038'STATION ON THE LEFT AND AN OLD SCHOOLHOUSE ON THE RIGHT.
 CA1038'CONTINUE STRAIGHT AHEAD ON HIGHWAY 279 FOR 2.4 MILES TO A
 CA1038'GRAVEL DRIVE LEFT WHERE PAVED ROAD STARTS DOWNGRADE.  TURN
 CA1038'LEFT ON GRAVEL DRIVE AND GO 0.15 MILE TO THE STATION ON THE
 CA1038'LEFT OF THE DRIVE.
 CA1038'
 CA1038'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA1038
 CA1038                          STATION RECOVERY (1957)
 CA1038
 CA1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 CA1038'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD
 CA1038'CONDITION.  THE AZIMUTH MARK WAS SEARCHED AND DUG FOR BUT
 CA1038'NOT RECOVERED.  HEAVY EQUIPMENT HAS GRADED THE AREA AND IT WAS
 CA1038'PROBABLY UPROOTED AND BURIED.
 CA1038'
 CA1038'THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE TO REACH -- PART
 CA1038'WHICH SHOULD READ AS FOLLOWS--
 CA1038'
 CA1038'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CA1038'67 AND 183 IN THE N PART OF BROWNWOOD, GO W ON U.S. HIGHWAY
 CA1038'67 FOR 0.75 MILE TO THE INTERSECTION OF STATE HIGHWAY 279.
 CA1038'TURN RIGHT ON HIGHWAY 279 AND GO 14.2 MILES TO ROAD ON RIGHT
 CA1038'WITH SIGN 36 DIVISION STATE PARK.  TURN RIGHT AND GO 6.0
 CA1038'MILES TO GRAVEL ROAD LEFT WHERE PAVED ROAD STARTS DOWNGRADE.
 CA1038'TURN LEFT ON GRAVEL ROAD AND GO 0.15 MILE TO THE STATION
 CA1038'ON THE LEFT OF THE DRIVE.
 CA1038
 CA1038                          STATION RECOVERY (1966)
 CA1038
 CA1038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CA1038'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31099-1, STATION 1003.
 CA1038'RECOVERED BY USGS IN 1966.
 CA1038'STATION MARK--BRONZE DISK SET IN CONCRETE, STAMPED---BROWN 1944---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6922 ***********************************************************************
 AW6922  DESIGNATION -  BROWN
 AW6922  PID         -  AW6922
 AW6922  STATE/COUNTY-  TX/HARRIS
 AW6922  USGS QUAD   -  ADDICKS (1995)
 AW6922
 AW6922                         *CURRENT SURVEY CONTROL
 AW6922  ___________________________________________________________________
 AW6922* NAD 83(1993)-  29 49 51.61044(N)    095 42 12.25324(W)     ADJUSTED  
 AW6922* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 AW6922  ___________________________________________________________________
 AW6922  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AW6922  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW6922
 AW6922  HORZ ORDER  -  FIRST
 AW6922
 AW6922.The horizontal coordinates were established by classical geodetic methods
 AW6922.and adjusted by the National Geodetic Survey in February 1996..
 AW6922
 AW6922.The orthometric height was scaled from a topographic map.
 AW6922
 AW6922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6922
 AW6922.The geoid height was determined by GEOID03.
 AW6922
 AW6922;                    North         East     Units Scale Factor Converg.
 AW6922;SPC TXSC     - 4,225,886.894   918,540.014   MT  0.99990061   +1 36 54.2
 AW6922;SPC TXSC     -13,864,430.58  3,013,576.70   sFT  0.99990061   +1 36 54.2
 AW6922;UTM  15      - 3,303,126.418   238,773.010   MT  1.00044203   -1 20 44.0
 AW6922
 AW6922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6922!SPC TXSC     -   0.99999821  x   0.99990061  =   0.99989882
 AW6922!UTM  15      -   0.99999821  x   1.00044203  =   1.00044024
 AW6922
 AW6922|---------------------------------------------------------------------|
 AW6922| PID    Reference Object                     Distance      Geod. Az  |
 AW6922|                                                           dddmmss.s |
 AW6922| CV6966 BROWN RM 1                           20.924 METERS 08016     |
 AW6922| CV6967 BROWN RM 2                           21.114 METERS 18741     |
 AW6922| CV6965 BROWN AZ MK                                        2704209.8 |
 AW6922|---------------------------------------------------------------------|
 AW6922
 AW6922                          SUPERSEDED SURVEY CONTROL
 AW6922
 AW6922  NAD 83(1986)-  29 49 51.62536(N)    095 42 12.23534(W) AD(       ) 1
 AW6922  NAD 27      -  29 49 50.80640(N)    095 42 11.42648(W) AD(       ) 1
 AW6922
 AW6922.Superseded values are not recommended for survey control.
 AW6922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6922.See file dsdata.txt to determine how the superseded data were derived.
 AW6922
 AW6922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3877303126(NAD 83)
 AW6922_MARKER: DS = TRIANGULATION STATION DISK
 AW6922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6922_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6922
 AW6922  HISTORY     - Date     Condition        Report By
 AW6922  HISTORY     - 1968     MONUMENTED       CGS
 AW6922  HISTORY     - 1984     GOOD             LOCSUR
 AW6922  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW6922  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW6922
 AW6922                          STATION DESCRIPTION
 AW6922
 AW6922'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6922'THE STATION IS LOCATED ON THE PROPERTY OF MR. C.C. BROWN, ABOUT 5
 AW6922'MILES NORTHWEST OF ADDICKS, 3-1/2 MILES WEST OF FARM ROAD 1960, 3
 AW6922'MILES NORTH OF INTERSTATE HIGHWAY 10 AND IN THE SOUTHEAST ANGLE OF
 AW6922'THE INTERSECTION OF CLAY AND BARKER-CYPRESS ROADS.
 AW6922'
 AW6922'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 10 CROSSES OVER
 AW6922'FARM ROAD 1960 WHICH IS JUST NORTHWEST OF THE POST OFFICE IN
 AW6922'ADDICKS, GO NORTH ON FARM ROAD 1960 FOR 3.1 MILES TO A SIDE ROAD ON
 AW6922'THE LEFT.  TURN LEFT AND GO WEST ON CLAY ROAD FOR 0.95 MILE TO A JOG
 AW6922'IN THE ROAD.  CONTINUE WEST ON THE ROAD FOR 2.25 MILES TO A
 AW6922'DRIVEWAY ON THE RIGHT AND A WIRE GATE ON THE LEFT.  TURN LEFT
 AW6922'AND PASS THROUGH THE GATE, THEN TURN RIGHT AND GO WEST ALONG THE
 AW6922'SOUTH SIDE OF WIRE FENCE FOR 0.15 MILE TO THE NORTHWEST FENCE
 AW6922'CORNER AND THE STATION.
 AW6922'
 AW6922'THE STATION MARK IS A STANDARD DISK STAMPED BROWN 1968, SET IN THE
 AW6922'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 1 FOOT BELOW
 AW6922'THE GROUND SURFACE.  IT IS 59 FEET EAST OF THE CENTER OF
 AW6922'BARKER-CYPRESS ROAD, 49 FEET SOUTH OF THE CENTER OF CLAY ROAD, 18
 AW6922'FEET SOUTHEAST OF AN 8-INCH SQUARE CONCRETE ROAD SIGN POST WHICH
 AW6922'PROJECTS 4-1/2 FEET, 16 FEET SOUTHEAST OF THE NORTHWEST FENCE
 AW6922'CORNER, 12.9 FEET SOUTH OF AN EAST-WEST WIRE FENCE, 10.5 FEET EAST
 AW6922'OF A NORTH-SOUTH WIRE FENCE, AND 4.8 FEET EAST-SOUTHEAST OF A
 AW6922'METAL WITNESS POST.
 AW6922'
 AW6922'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROWN NO 1 1968, SET IN
 AW6922'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6922'WITH THE GROUND.  IT IS 78 FEET EAST OF THE NORTHWEST FENCE CORNER,
 AW6922'35 FEET SOUTH OF THE CENTER OF CLAY ROAD AND 1 FOOT SOUTH OF THE
 AW6922'EAST-WEST WIRE FENCE.
 AW6922'
 AW6922'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BROWN NO 2 1968, SET IN
 AW6922'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6922'WITH THE GROUND.  IT IS 81 FEET SOUTH OF THE NORTHWEST FENCE
 AW6922'CORNER, 50 FEET EAST OF THE CENTER OF BARKER-CYPRESS ROAD AND 1.4
 AW6922'FEET EAST OF THE NORTH-SOUTH WIRE FENCE.
 AW6922'
 AW6922'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 111.17 FEET OR (33.885)
 AW6922'METERS.
 AW6922'
 AW6922'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROWN 1968, SET IN THE
 AW6922'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6922'THE GROUND.  IT IS 30 FEET SOUTH OF THE CENTER OF CLAY ROAD, 9 FEET
 AW6922'EAST OF THE CENTER OF A METAL GATE, 2 FEET SOUTH OF A METAL
 AW6922'WITNESS POST, 1.8 FEET SOUTHEAST OF THE EAST GATE POST AND 1.6
 AW6922'FEET SOUTH OF AN EAST-WEST WIRE FENCE.
 AW6922'
 AW6922'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON CLAY ROAD FOR
 AW6922'0.4 MILE TO THE MARK ON THE LEFT.
 AW6922'
 AW6922'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AW6922
 AW6922                          STATION RECOVERY (1984)
 AW6922
 AW6922'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 AW6922'BROWN 1968 FOUND GOOD.
 AW6922'
 AW6922'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST OF
 AW6922'ADDICKS.
 AW6922
 AW6922                          STATION RECOVERY (1995)
 AW6922
 AW6922'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6922'MARK NOT FOUND.
 AW6922
 AW6922                          STATION RECOVERY (2004)
 AW6922
 AW6922'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2263 ***********************************************************************
 BL2263  DESIGNATION -  BROWN
 BL2263  PID         -  BL2263
 BL2263  STATE/COUNTY-  TX/GRIMES
 BL2263  USGS QUAD   -  ANDERSON (1961)
 BL2263
 BL2263                         *CURRENT SURVEY CONTROL
 BL2263  ___________________________________________________________________
 BL2263* NAD 83(1993)-  30 25 49.03474(N)    095 54 06.26106(W)     ADJUSTED  
 BL2263* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 BL2263  ___________________________________________________________________
 BL2263  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 BL2263  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BL2263
 BL2263  HORZ ORDER  -  SECOND
 BL2263
 BL2263.The horizontal coordinates were established by classical geodetic methods
 BL2263.and adjusted by the National Geodetic Survey in February 1996..
 BL2263
 BL2263.The orthometric height was scaled from a topographic map.
 BL2263
 BL2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2263
 BL2263.The geoid height was determined by GEOID03.
 BL2263
 BL2263;                    North         East     Units Scale Factor Converg.
 BL2263;SPC TX C     - 3,093,130.447 1,125,589.419   MT  0.99993107   +2 16 57.1
 BL2263;SPC TX C     -10,148,045.47  3,692,871.29   sFT  0.99993107   +2 16 57.1
 BL2263;UTM  15      - 3,370,042.773   221,290.772   MT  1.00055841   -1 28 14.3
 BL2263
 BL2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2263!SPC TX C     -   0.99998650  x   0.99993107  =   0.99991757
 BL2263!UTM  15      -   0.99998650  x   1.00055841  =   1.00054490
 BL2263
 BL2263|---------------------------------------------------------------------|
 BL2263| PID    Reference Object                     Distance      Geod. Az  |
 BL2263|                                                           dddmmss.s |
 BL2263| CV8149 BROWN RM 1                           29.389 METERS 04612     |
 BL2263| CV8150 BROWN RM 2                           32.025 METERS 15042     |
 BL2263| CV8148 BROWN AZ MK                                        3532050.0 |
 BL2263|---------------------------------------------------------------------|
 BL2263
 BL2263                          SUPERSEDED SURVEY CONTROL
 BL2263
 BL2263  NAD 83(1986)-  30 25 49.04858(N)    095 54 06.24391(W) AD(       ) 2
 BL2263  NAD 27      -  30 25 48.31300(N)    095 54 05.41500(W) AD(       ) 2
 BL2263
 BL2263.Superseded values are not recommended for survey control.
 BL2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2263.See file dsdata.txt to determine how the superseded data were derived.
 BL2263
 BL2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2129170043(NAD 83)
 BL2263_MARKER: DS = TRIANGULATION STATION DISK
 BL2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2263
 BL2263  HISTORY     - Date     Condition        Report By
 BL2263  HISTORY     - 1952     MONUMENTED       CGS
 BL2263  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL2263  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BL2263
 BL2263                          STATION DESCRIPTION
 BL2263
 BL2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2263'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF ANDERSON
 BL2263'AND ABOUT 7.0 MILES NORTH-NORTHWEST OF PLANTERSVILLE ON THE
 BL2263'ROAD RIGHT-OF-WAY, 44 FEET WEST OF THE CENTER OF FARM ROAD 1369
 BL2263'AND 14 FEET EAST OF A NORTH-SOUTH FENCE LINE AND WITNESS POST.
 BL2263'IT IS STAMPED BROWN 1952 AND PROJECTS 3 INCHES.
 BL2263'
 BL2263'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 52 FEET
 BL2263'EAST OF THE CENTER OF FARM ROAD 1369 AND 1 FOOT WEST OF
 BL2263'A NORTH-SOUTH FENCE LINE.  IT IS STAMPED BROWN NO 1 1952 AND
 BL2263'PROJECTS 4 INCHES.
 BL2263'
 BL2263'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 53 FEET
 BL2263'WEST OF THE CENTER OF FARM ROAD 1369 AND 1 FOOT EAST OF A
 BL2263'NORTH-SOUTH FENCE LINE.  IT IS STAMPED BROWN NO 2 1952 AND
 BL2263'PROJECTS 3 INCHES.
 BL2263'
 BL2263'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 159.42 FEET.
 BL2263'
 BL2263'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 34 FEET WEST
 BL2263'OF THE CENTER OF FARM ROAD 1369 AND 2 FEET SOUTH OF A POWER
 BL2263'LINE POLE.  IT IS STAMPED BROWN 1952 AND PROJECTS 4 INCHES.
 BL2263'
 BL2263'TO REACH THE STATION FROM THE POST OFFICE IN PLANTERSVILLE,
 BL2263'GO NORTH ON FARM ROAD 1369 FOR 5.6 MILES TO A SIDE ROAD LEFT
 BL2263'AND FLOYDS STORE ON LEFT, CONTINUE NORTH FOR 1.75 MILES TO
 BL2263'STATION ON LEFT AS DESCRIBED.  CONTINUE NORTH FOR 0.3 MILE
 BL2263'TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 BL2263'
 BL2263'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL2263
 BL2263                          STATION RECOVERY (1994)
 BL2263
 BL2263'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2263'MARK NOT FOUND.
 BL2263
 BL2263                          STATION RECOVERY (1999)
 BL2263
 BL2263'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2995 ***********************************************************************
 CS2995  DESIGNATION -  BROWN
 CS2995  PID         -  CS2995
 CS2995  STATE/COUNTY-  TX/TARRANT
 CS2995  USGS QUAD   -  HALTOM CITY (1981)
 CS2995
 CS2995                         *CURRENT SURVEY CONTROL
 CS2995  ___________________________________________________________________
 CS2995* NAD 83(1993)-  32 45 19.47491(N)    097 16 07.74168(W)     ADJUSTED  
 CS2995* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 CS2995  ___________________________________________________________________
 CS2995  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 CS2995  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS2995
 CS2995  HORZ ORDER  -  SECOND
 CS2995
 CS2995.The horizontal coordinates were established by classical geodetic methods
 CS2995.and adjusted by the National Geodetic Survey in February 1996..
 CS2995
 CS2995.The orthometric height was scaled from a topographic map.
 CS2995
 CS2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2995
 CS2995.The geoid height was determined by GEOID03.
 CS2995
 CS2995;                    North         East     Units Scale Factor Converg.
 CS2995;SPC TXNC     - 2,121,406.570   715,358.608   MT  0.99988591   +0 40 17.3
 CS2995;SPC TXNC     - 6,959,981.39  2,346,972.37   sFT  0.99988591   +0 40 17.3
 CS2995;UTM  14      - 3,625,498.023   662,174.938   MT  0.99992431   +0 56 12.7
 CS2995
 CS2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2995!SPC TXNC     -   0.99997388  x   0.99988591  =   0.99985980
 CS2995!UTM  14      -   0.99997388  x   0.99992431  =   0.99989819
 CS2995
 CS2995:                Primary Azimuth Mark                     Grid Az
 CS2995:SPC TXNC     -  FORT WORTH TV STA KFJZ TOWER             071 36 11.3
 CS2995:UTM  14      -  FORT WORTH TV STA KFJZ TOWER             071 20 15.9
 CS2995
 CS2995|---------------------------------------------------------------------|
 CS2995| PID    Reference Object                     Distance      Geod. Az  |
 CS2995|                                                           dddmmss.s |
 CS2995| CS2898 FORT WORTH TV STA KFJZ TOWER        APPROX. 2.4 KM 0721628.6 |
 CS2995| CX9899 BROWN AZ MK                                        0823605.2 |
 CS2995| CX9900 BROWN RM 1                           25.837 METERS 09803     |
 CS2995| CS3010 BROWN 2                             107.481 METERS 11312     |
 CS2995| CS2958 FORT WORTH MUNICIPAL TANK           APPROX. 2.9 KM 1664821.6 |
 CS2995| CS3013 FORT WORTH TV STA WBAP TOWER        APPROX. 0.5 KM 1800036.3 |
 CS2995| CX9901 BROWN RM 2                           30.239 METERS 22451     |
 CS2995| CS2945 FORT WORTH AMERICAN SEED CO TK      APPROX. 2.4 KM 2282345.3 |
 CS2995|---------------------------------------------------------------------|
 CS2995
 CS2995                          SUPERSEDED SURVEY CONTROL
 CS2995
 CS2995  NAD 83(1993)-  32 45 19.47945(N)    097 16 07.72462(W) AD(       ) 2
 CS2995  NAD 83(1986)-  32 45 19.47907(N)    097 16 07.72441(W) AD(       ) 2
 CS2995  NAD 27      -  32 45 19.01100(N)    097 16 06.67200(W) AD(       ) 2
 CS2995
 CS2995.Superseded values are not recommended for survey control.
 CS2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2995.See file dsdata.txt to determine how the superseded data were derived.
 CS2995
 CS2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6217525498(NAD 83)
 CS2995_MARKER: DS = TRIANGULATION STATION DISK
 CS2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2995
 CS2995  HISTORY     - Date     Condition        Report By
 CS2995  HISTORY     - 1935     MONUMENTED       CGS
 CS2995  HISTORY     - 1947     GOOD             CGS
 CS2995  HISTORY     - 1954     GOOD             CGS
 CS2995  HISTORY     - 1955     SEE DESCRIPTION  CGS
 CS2995
 CS2995                          STATION DESCRIPTION
 CS2995
 CS2995'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2995'STATION IS ABOUT 3-1/2 MILES E OF THE TARRANT COUNTY COURTHOUSE
 CS2995'IN FORT WORTH, ON THE HIGHEST POINT AT THE NW END OF A BARE
 CS2995'RIDGE WHICH IS OWNED BY A LAND COMPANY.  IT IS ABOUT 20
 CS2995'FEET E OF THE W SLOPE, ABOUT 60 FEET S OF N SLOPE, ABOUT
 CS2995'0.3 MILE SW OF CATTLE GUARD.  MARK PROJECTS 2 INCHES.
 CS2995'
 CS2995'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CS2995'BRONZE DISKS SET IN CONCRETE.
 CS2995'
 CS2995'REFERENCE MARK NO. 1 IS ENE OF THE STATION, ABOUT 60 FEET
 CS2995'S OF THE N SLOPE OF RIDGE.  MARK PROJECTS 2 INCHES.
 CS2995'
 CS2995'REFERENCE MARK NO. 2 IS SW OF THE STATION, ABOUT 10 FEET E
 CS2995'OF THE W SLOPE OF RIDGE.  MARK PROJECTS 2 INCHES.
 CS2995'
 CS2995'AZIMUTH MARK IS NE OF THE STATION, ON N SIDE OF THE STREET
 CS2995'IN SMALL GREEN BETWEEN CURB AND SIDEWALK.  IT IS 21 FEET
 CS2995'N OF THE CENTER LINE OF THE STREET, 2 FEET N OF FACE OF CURB,
 CS2995'9 FEET S OF S EDGE OF SIDEWALK, 41 FEET E OF PROJECTED CENTER
 CS2995'LINE OF THE N-S STREET, ABOUT 0.05 MILE W OF OAKLAND AVENUE.
 CS2995'MARK IS FLUSH.
 CS2995'
 CS2995'STATION REACHED FROM THE INTERSECTION OF THROCKMORTON AND
 CS2995'7TH STREETS (JUNCTION OF U.S. HIGHWAYS 80 AND 81) BY GOING
 CS2995'E ON 7TH STREET (U.S. HIGHWAY 80) FOR 3 BLOCKS.  THENCE
 CS2995'S ON COMMERCE STREET (U.S. HIGHWAY 80) 0.5 MILE.  THENCE
 CS2995'E ON LANCASTER AVENUE (U.S. HIGHWAY 80) 2.15 MILES.  THENCE
 CS2995'TAKE LEFT FORK AND GO E ON MEADOWBROOK DRIVE 1.6 MILES.
 CS2995'THENCE TAKE LEFT FORK AND GO NE ON EDERVILLE ROAD 0.1 MILE.
 CS2995'THENCE TAKE LEFT FORK AND GO N ON OAKLAND AVENUE 0.6 MILE
 CS2995'TO TOP OF HILL.  THENCE W ON GRAVELED STREET FOR 0.1 MILE TO
 CS2995'CATTLE GUARD, PASS THROUGH GUARD AND CONTINUE W AND SW 0.3
 CS2995'MILE TO THE STATION.
 CS2995'
 CS2995'ALL LIGHTS VISIBLE FROM GROUND.
 CS2995
 CS2995                          STATION RECOVERY (1947)
 CS2995
 CS2995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2995'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE
 CS2995'IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 2 HAS NO STAMPING,
 CS2995'THE DISK HAS BEEN DEFACED.
 CS2995'
 CS2995'THE STATION IS LOCATED ABOUT 3.0 MILES EAST OF THE COURT
 CS2995'HOUSE IN FORT WORTH, ON A LOW RIDGE OF PASTURE LAND OVERLOOKING
 CS2995'THE FLATS TO THE WEST OF THE TRINITY RIVER.  IT IS ABOUT
 CS2995'60 FEET SOUTH OF THE NORTH SLOPE TO RIDGE AND 20 FEET EAST
 CS2995'OF THE WEST SLOPE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 CS2995'DISK IS STAMPED BROWN 1935.
 CS2995'
 CS2995'REFERENCE MARK NO. 1 IS 84.77 FEET EAST OF THE STATION.  THE
 CS2995'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BROWN NO. 1
 CS2995'1935.
 CS2995'
 CS2995'REFERENCE MARK NO. 2 IS 99.21 FEET SOUTHWEST OF THE STATION,
 CS2995'THE MARK PROJECTS 4 - INCHES AND THE DISK IS STAMPED BROWN NO.
 CS2995'2 1935.
 CS2995'
 CS2995'AZIMUTH MARK IS ABOUT 0.35 MILE NORTHEAST OF THE STATION,
 CS2995'ON SMALL LAWN BETWEEN CURB AND SIDEWALK.  IT IS 21 FEET
 CS2995'NORTH OF THE CENTERLINE OF BENMAR STREET, 2 FEET NORTH OF
 CS2995'THE CURB AND ABOUT 0.05 MILE WEST OF OAKLAND AVENUE.  THE
 CS2995'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BROWN
 CS2995'1935.
 CS2995'
 CS2995'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CS2995'NO. 80 AND MEADOWBROOK DRIVE AT THE EAST EDGE OF FORT WORTH,
 CS2995'GO NORTHEAST ON MEADOWBROOK DRIVE FOR 1.6 MILES, HERE TAKE
 CS2995'LEFT FORK (EDERVILLE ROAD) FOR 0.1 MILE, HERE TURN LEFT
 CS2995'ON OAKLAND AVENUE FOR 0.6 MILE TO TOP OF HILL, HERE TURN
 CS2995'LEFT ON GRAVELED ROAD FOR 0.1 MILE TO A WOODEN GATE, PASS
 CS2995'THROUGH - AND GO SOUTHWEST FOR 0.3 MILE TO STATION.
 CS2995'
 CS2995'TO REACH AZIMUTH FROM STATION, GO NORTHEAST FOR 0.3 MILE
 CS2995'TO WOODEN GATE, PASS THROUGH GATE AND GO 0.05 MILE TO MARK
 CS2995'ON THE LEFT.
 CS2995'
 CS2995'NOTE- AZIMUTH MARK WAS NOT OBSERVED, WOULD TAKE ONE MAN
 CS2995'APPROXIMATELY 2 HOURS TO CLEAR THE LINE.
 CS2995'
 CS2995'NOTE--REFERENCE MARK NO. 2 WAS DEFACED WHEN RECOVERED BY
 CS2995'THIS PARTY, BUT WAS RESTAMPED.
 CS2995
 CS2995                          STATION RECOVERY (1954)
 CS2995
 CS2995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS2995'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CS2995'THE SITE OF THE AZIMUTH MARK IS NOW IN THE CURB LINE IN A
 CS2995'RESIDENTIAL AREA AND IS BELIEVED TO BE LOST.  THE AMERICAN
 CS2995'SEED COMPANY, WATER TANK CAN BE USED FOR AZIMUTH.
 CS2995'
 CS2995'THE STATION IS ABOUT 1/4 MILE NORTH OF WBAP-TV STATION AND
 CS2995'ABOUT 100 YARDS NORTH OF THE CIRCLE AT THE WEST END OF MENZER
 CS2995'ROAD.  THE AREA TO THE SOUTH OF MENZER IS RESIDENTIAL.
 CS2995'
 CS2995'TO REACH FROM THE JUNCTION OF EAST LANCASTER WHICH IS HIGHWAY
 CS2995'NO. 80, AND OAKLAND BLVD..MATHEWS ANTIQUE STORE IS IN THE
 CS2995'SOUTHWEST POINT OF THE INTERSECTION.  GO NORTH ON OAKLAND
 CS2995'BLVD., 01.1 MILES.  THEN TURN LEFT ON BENMAR STREET AND GO
 CS2995'WEST 00.2 MILE.  THEN JOG RIGHT 100 YARDS AND THEN GO WEST
 CS2995'AGAIN ON MENZER ROAD 00.3 MILE.  THEN NORTH 100 YARDS TO
 CS2995'THE STATION.
 CS2995
 CS2995                          STATION RECOVERY (1955)
 CS2995
 CS2995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS2995'THE STATION AND TWO REFERENCE MARKS WERE DESTROYED AFTER
 CS2995'BROWN 2 1955 WAS ESTABLISHED IN THE VICINITY.  THE SITE
 CS2995'OF THE STATION IS WITHIN THE FORT WORTH-DALLAS TOLL ROAD
 CS2995'RIGHT-OF-WAY.  THE AZIMUTH MARK WAS REPORTED LOST IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0542 ***********************************************************************
 BO0542  DESIGNATION -  BROWN
 BO0542  PID         -  BO0542
 BO0542  STATE/COUNTY-  TX/TERRELL
 BO0542  USGS QUAD   -  GEDDIS CANYON WEST (1980)
 BO0542
 BO0542                         *CURRENT SURVEY CONTROL
 BO0542  ___________________________________________________________________
 BO0542* NAD 83(1993)-  30 21 51.18881(N)    101 59 27.87662(W)     ADJUSTED  
 BO0542* NAVD 88     -       782.     (meters)    2566.     (feet)  SCALED    
 BO0542  ___________________________________________________________________
 BO0542  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BO0542  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BO0542
 BO0542  HORZ ORDER  -  THIRD
 BO0542
 BO0542.The horizontal coordinates were established by classical geodetic methods
 BO0542.and adjusted by the National Geodetic Survey in February 1996..
 BO0542
 BO0542.The orthometric height was scaled from a topographic map.
 BO0542
 BO0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0542
 BO0542.The geoid height was determined by GEOID03.
 BO0542
 BO0542;                    North         East     Units Scale Factor Converg.
 BO0542;SPC TXSC     - 4,284,180.525   312,486.146   MT  1.00002437   -1 27 55.3
 BO0542;SPC TXSC     -14,055,682.27  1,025,214.96   sFT  1.00002437   -1 27 55.3
 BO0542;UTM  14      - 3,362,940.313   212,512.511   MT  1.00061976   -1 30 46.8
 BO0542;UTM  13      - 3,362,985.776   789,203.563   MT  1.00063197   +1 31 19.4
 BO0542
 BO0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0542!SPC TXSC     -   0.99988082  x   1.00002437  =   0.99990519
 BO0542!UTM  14      -   0.99988082  x   1.00061976  =   1.00050051
 BO0542!UTM  13      -   0.99988082  x   1.00063197  =   1.00051272
 BO0542
 BO0542:                Primary Azimuth Mark                     Grid Az
 BO0542:SPC TXSC     -  CENTER                                   304 46 59.0
 BO0542:UTM  14      -  CENTER                                   304 49 50.5
 BO0542:UTM  13      -  CENTER                                   301 47 44.3
 BO0542
 BO0542|---------------------------------------------------------------------|
 BO0542| PID    Reference Object                     Distance      Geod. Az  |
 BO0542|                                                           dddmmss.s |
 BO0542| BP0834 CENTER                              APPROX.14.3 KM 3031903.7 |
 BO0542|---------------------------------------------------------------------|
 BO0542
 BO0542                          SUPERSEDED SURVEY CONTROL
 BO0542
 BO0542  NAD 83(1986)-  30 21 51.17385(N)    101 59 27.88127(W) AD(       ) 3
 BO0542  NAD 27      -  30 21 50.53297(N)    101 59 26.41332(W) AD(       ) 3
 BO0542
 BO0542.Superseded values are not recommended for survey control.
 BO0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0542.See file dsdata.txt to determine how the superseded data were derived.
 BO0542
 BO0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU1251362940(NAD 83)
 BO0542_MARKER: DD = SURVEY DISK
 BO0542_SETTING: 66 = SET IN ROCK OUTCROP
 BO0542_SP_SET: SET IN ROCK OUTCROP
 BO0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0542+STABILITY: POSITION/ELEVATION WELL
 BO0542
 BO0542  HISTORY     - Date     Condition        Report By
 BO0542  HISTORY     - 1920     MONUMENTED       USGS
 BO0542
 BO0542                          STATION DESCRIPTION
 BO0542
 BO0542'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 BO0542'THE STATION IS LOCATED ABOUT 23 MI. AIR NNE. OF DRYDEN, TEXAS, ABOUT
 BO0542'3 MI. AIR W. OF STATE HIGHWAY  349 ON THE HIGHEST PART OF A LOW TOP.
 BO0542'
 BO0542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BO0542'HIGHWAY 349 IN DRYDEN, TEXAS, GO NNE. ON STATE HIGHWAY 349 FOR 27.1
 BO0542'MI., TURN RIGHT W. ON GRADED DIRT RD. FOR 2.4 MI. TO THE E.H. JESSUPS
 BO0542'RANCH HOUSE, GO AROUND THE W. SIDE OF HOUSE AND THEN SW. FOR 0.2 MI.
 BO0542'TO A  ROAD FORK PASSED THE SECOND GATE, TAKE THE RIGHT FORK W. FOR
 BO0542'0.85 MI. TO A RD. FORK THEN RIGHT W. FOR 0.55 MI. TO GATE, PASS
 BO0542'THROUGH GATE AND FOLLOW RD. W. FOR 0.2 MI. AT THIS POINT LEAVE RD. AND
 BO0542'DRIVE SW. ACROSS COUNTRY FOR 0.2 MI. TO HIGHEST PART OF HILL AND
 BO0542'STATION SITE.
 BO0542'
 BO0542'STATION MARK - A USGS BRONZE TABLET SET IN A ROCK OUTCROP THAT
 BO0542'PROJECTS 0.3 FT. AND STAMPED ---BROWN 1920---.
 BO0542'
 BO0542'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0857 ***********************************************************************
 BP0857  DESIGNATION -  BROWN
 BP0857  PID         -  BP0857
 BP0857  STATE/COUNTY-  TX/BREWSTER
 BP0857  USGS QUAD   -  HOUSETOP MOUNTAINS (1968)
 BP0857
 BP0857                         *CURRENT SURVEY CONTROL
 BP0857  ___________________________________________________________________
 BP0857* NAD 83(1993)-  30 09 17.24010(N)    102 57 09.97051(W)     ADJUSTED  
 BP0857* NAVD 88     -      1664.5    (meters)    5461.     (feet)  VERTCON   
 BP0857  ___________________________________________________________________
 BP0857  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 BP0857  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 BP0857
 BP0857  HORZ ORDER  -  FIRST
 BP0857
 BP0857.The horizontal coordinates were established by classical geodetic methods
 BP0857.and adjusted by the National Geodetic Survey in February 1996..
 BP0857
 BP0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0857
 BP0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0857
 BP0857.The geoid height was determined by GEOID03.
 BP0857
 BP0857;                    North         East     Units Scale Factor Converg.
 BP0857;SPC TXSC     - 4,263,721.363   219,290.907   MT  0.99996540   -1 56 11.4
 BP0857;SPC TXSC     -13,988,559.17    719,456.92   sFT  0.99996540   -1 56 11.4
 BP0857;SPC TX C     - 3,057,083.171   447,679.323   MT  0.99999004   -1 20 57.0
 BP0857;SPC TX C     -10,029,780.37  1,468,761.25   sFT  0.99999004   -1 20 57.0
 BP0857;UTM  13      - 3,337,707.346   697,164.424   MT  1.00007962   +1 01 43.4
 BP0857
 BP0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0857!SPC TXSC     -   0.99974207  x   0.99996540  =   0.99970748
 BP0857!SPC TX C     -   0.99974207  x   0.99999004  =   0.99973211
 BP0857!UTM  13      -   0.99974207  x   1.00007962  =   0.99982167
 BP0857
 BP0857|---------------------------------------------------------------------|
 BP0857| PID    Reference Object                     Distance      Geod. Az  |
 BP0857|                                                           dddmmss.s |
 BP0857| CH8468 BROWN RM                             19.930 METERS 03759     |
 BP0857| BP0854 WHITE TIP                           APPROX.19.0 KM 0723518.6 |
 BP0857| BP0856 TRES HERMANOS                       APPROX.15.8 KM 1761350.3 |
 BP0857| BP0855 TRES HERMANOS CAIRN                 APPROX.15.8 KM 1761401.3 |
 BP0857| BP0913 ORD CAIRN                           APPROX.55.0 KM 2800447.7 |
 BP0857| BP0903 MARATHON                            APPROX.31.1 KM 2811154.8 |
 BP0857|---------------------------------------------------------------------|
 BP0857
 BP0857                          SUPERSEDED SURVEY CONTROL
 BP0857
 BP0857  NAD 83(1986)-  30 09 17.22272(N)    102 57 09.98401(W) AD(       ) 1
 BP0857  NAD 27      -  30 09 16.57000(N)    102 57 08.42600(W) AD(       ) 1
 BP0857  NGVD 29 (07/19/86) 1664.1    (m)         5460.     (f) VERT ANG       
 BP0857
 BP0857.Superseded values are not recommended for survey control.
 BP0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0857.See file dsdata.txt to determine how the superseded data were derived.
 BP0857
 BP0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP9716437707(NAD 83)
 BP0857_MARKER: DS = TRIANGULATION STATION DISK
 BP0857_SETTING: 80 = SET IN A BOULDER
 BP0857_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BP0857
 BP0857  HISTORY     - Date     Condition        Report By
 BP0857  HISTORY     - 1918     MONUMENTED       CGS
 BP0857  HISTORY     - 1968     GOOD             USGS
 BP0857  HISTORY     - 1970     GOOD             USAF
 BP0857
 BP0857                          STATION DESCRIPTION
 BP0857
 BP0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 BP0857'STATION IS ABOUT 4 MILES NE OF HAYMOND, 2-1/2 MILES SW FROM
 BP0857'BROWNS GOAT RANCH IN DRY VALLEY, ON THE SOUTHERNMOST AND
 BP0857'HIGHEST OF THE HOUSETOP MOUNTAINS, 10 FEET FROM THE SHEER W
 BP0857'FACE, AND ABOUT 5 METERS (16 FEET) N OF A U.S. GEOLOGICAL
 BP0857'SURVEY CAIRN.
 BP0857'
 BP0857'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BP0857'IN DRILL HOLES IN BOULDERS.
 BP0857'
 BP0857'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN
 BP0857'BEDROCK.
 BP0857'
 BP0857'REFERENCE MARK IS ABOUT 10 METERS (33 FEET) FROM A CLIFF,
 BP0857'AND 19.93 METERS (65.4 FEET) FROM STATION N 37 DEG 59 MIN E.
 BP0857'BEARING OF U.S.G.S. CAIRN IS S19 DEG W.
 BP0857'
 BP0857'ELEVATION OF STATION, 1,664.1 METERS (5,460 FEET).
 BP0857
 BP0857                          STATION RECOVERY (1968)
 BP0857
 BP0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BP0857'RECOVERED BY HELICOPTER, WITH FOLLOWING REMARKS,
 BP0857'---THE SURFACE STATION MARK WAS FOUND IN A LOOSE BOULDER A FEW FT.
 BP0857'FROM STATION SITE.  THE REFERENCE MARK WAS LOCATED, AND FROM IT, THE
 BP0857'UNDERGROUND STATION WAS RECOVERED.  THE UNDERGROUND MARK IS A NGS DISK
 BP0857'IN BEDROCK ABOUT 0.5 FT. BELOW NORMAL GROUND, STAMPED ---BROWN---.
 BP0857'THE OLD USGS CAIRN HAS BEEN TORN DOWN.
 BP0857'
 BP0857'STATION MARK - NGS DISK, STAMPED ---BROWN---.
 BP0857'
 BP0857'REFERENCE MARK IS ABOUT 10 METERS FROM A CLIFF AND 19.93 METERS FROM
 BP0857'STATION, N 37 DEG 59 MIN E.  USGS CAIRN IS S 19 DEG W.
 BP0857
 BP0857                          STATION RECOVERY (1970)
 BP0857
 BP0857'RECOVERY NOTE BY US AIR FORCE 1970 (WHS)
 BP0857'BROWN-MAIN MARK- GOOD CONDITION*
 BP0857'
 BP0857'NO STAMPINGS-R.M. - GOOD CONDITION.*
 BP0857'
 BP0857'*MAIN MARK-TRIANGULAR SHAPE MEASURING 20 IN BY
 BP0857'16 IN AND PROJECTING 7 IN.  ROCK OUTCROP DOES NOT APPEAR
 BP0857'TO HAVE BEEN DISTURBED, BUT IS SUCCEPTABLE TO MOVEMENT.
 BP0857'
 BP0857'R.M. - RECTALINEAR SHAPE MEASURING 12 IN BY 24 IN AND PROJECTING
 BP0857'4 IN.
 BP0857'
 BP0857'NO DISTANCES WERE CHECKED.  NO ROUTE DESCRIPTION AVAILABLE.
 BP0857'STATION RECOVERED BY HELICOPTER.
 BP0857'
 BP0857'ORIGINAL DESCRIPTION OF 1918 GENERALLY CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7274 ***********************************************************************
 AC7274  DESIGNATION -  BROWN
 AC7274  PID         -  AC7274
 AC7274  STATE/COUNTY-  TX/CORYELL
 AC7274  USGS QUAD   -  TURNERSVILLE (1976)
 AC7274
 AC7274                         *CURRENT SURVEY CONTROL
 AC7274  ___________________________________________________________________
 AC7274* NAD 83(1993)-  31 34 34.74476(N)    097 43 10.60599(W)     ADJUSTED  
 AC7274* NAVD 88     -       346.0    (meters)    1135.     (feet)  VERTCON   
 AC7274  ___________________________________________________________________
 AC7274  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AC7274  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AC7274
 AC7274  HORZ ORDER  -  THIRD
 AC7274
 AC7274.The horizontal coordinates were established by classical geodetic methods
 AC7274.and adjusted by the National Geodetic Survey in March 1997..
 AC7274
 AC7274.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7274
 AC7274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7274
 AC7274.The geoid height was determined by GEOID03.
 AC7274
 AC7274;                    North         East     Units Scale Factor Converg.
 AC7274;SPC TX C     - 3,214,613.468   948,067.894   MT  0.99993194   +1 20 46.4
 AC7274;SPC TX C     -10,546,611.02  3,110,452.75   sFT  0.99993194   +1 20 46.4
 AC7274;UTM  14      - 3,494,186.234   621,496.833   MT  0.99978206   +0 40 13.9
 AC7274
 AC7274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7274!SPC TX C     -   0.99994997  x   0.99993194  =   0.99988191
 AC7274!UTM  14      -   0.99994997  x   0.99978206  =   0.99973204
 AC7274
 AC7274                          SUPERSEDED SURVEY CONTROL
 AC7274
 AC7274  NGVD 29 (03/17/97)  345.9    (m)         1135.     (f) VERT ANG       
 AC7274
 AC7274.Superseded values are not recommended for survey control.
 AC7274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7274.See file dsdata.txt to determine how the superseded data were derived.
 AC7274
 AC7274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV2149794186(NAD 83)
 AC7274_MARKER: DS = TRIANGULATION STATION DISK
 AC7274
 AC7274  HISTORY     - Date     Condition        Report By
 AC7274  HISTORY     - 1955     MONUMENTED       USGS
 AC7274  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AC7274
 AC7274                          STATION DESCRIPTION
 AC7274
 AC7274'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7274'THIS STATION IS LOCATED 2.5 MI. (AIRLINE) S. OF TURNERSVILLE, TEXAS,
 AC7274'5.5 MI. (AIRLINE) WNW. OF CORYELL CITY, 9.5 MI. (AIRLINE) N. OF THE
 AC7274'INTERSECTION OF TEXAS HIGHWAY 36 AND U.S. HIGHWAY 84 IN GATESVILLE,
 AC7274'TEXAS.  THE STATION IS IN THE PROPERTY OF MR. RUFUS BROWN.
 AC7274'TO REACH FROM THE POST OFFICE IN CLIFTON, TEXAS, GO W. ALONG HIGHWAY
 AC7274'OR FARM ROAD 215 FOR 7.0 MI. TO THE INTERSECTION OF TEXAS FARM ROAD
 AC7274'215 AND TEXAS FARM ROAD 182, TURN LEFT AND CONTINUE ALONG FARM ROAD
 AC7274'182 FOR 10.75 MI. TO THE POST OFFICE IN TURNERSVILLE, TEXAS, CONTINUE
 AC7274'ALONG TEXAS FARM ROAD 182 FOR ANOTHER 3.35 MI. TO THE INTERSECTION OF
 AC7274'FARM ROAD 182 AND A T-RD. ENE., TURN LEFT AND GO E. ALONG COUNTY
 AC7274'GRAVEL RD. FOR 0.75 MI. TO THE INTERSECTION WITH A T-RD. S., TURN
 AC7274'RIGHT AND GO S. ALONG RD. FOR 0.43 MI. TO A SHARP TURN, TURN RIGHT AND
 AC7274'CONTINUE ALONG RD. FOR 0.06 MI. TO ANOTHER SHARP TURN, TURN LEFT AND
 AC7274'CONTINUE S. ALONG RD. FOR ANOTHER 0.14 MI. TO A POINT ON THE RD. JUST
 AC7274'OPPOSITE THE STATION.  THE STATION IS 22.5 FT. E. OF THE CENTERLINE OF
 AC7274'RD. AND 3 FT. N. OF THE FENCELINE.  THE TABLET IS ABOUT 4 IN. ABOVE
 AC7274'THE LEVEL OF THE GROUND.
 AC7274'STATION MARK--A STANDARD BRONZE TABLET SET IN CONCRETE POST AND
 AC7274'STAMPED---BROWN 1955---.  THE TABLET IS ABOUT 4 IN. ABOVE THE GROUND.
 AC7274'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER PLACED IN A DRILLED
 AC7274'HOLE ON THE CENTER OF THE N. SIDE OF THE CONCRETE FOUNDATION OF A SHED
 AC7274'NW. OF THE RANCH HOUSE.  THE MARK IS LOCATED 392.19 FT. FROM THE
 AC7274'STATION MARK 337 DEGREES 58 MINUTES NW.
 AC7274'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER PLACED ON THE W. SIDE
 AC7274'OF THE TRUNK OF A TREE 29 IN. ABOVE THE LEVEL OF THE GROUND AND 406.07
 AC7274'FT. FROM STATION 179 DEGREES 12 MINUTES SE.
 AC7274
 AC7274                          STATION RECOVERY (2001)
 AC7274
 AC7274'RECOVERY NOTE BY US POWER SQUADRON 2001 (GMF)
 AC7274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3010 ***********************************************************************
 CS3010  DESIGNATION -  BROWN 2
 CS3010  PID         -  CS3010
 CS3010  STATE/COUNTY-  TX/TARRANT
 CS3010  USGS QUAD   -  HALTOM CITY (1981)
 CS3010
 CS3010                         *CURRENT SURVEY CONTROL
 CS3010  ___________________________________________________________________
 CS3010* NAD 83(1993)-  32 45 18.10079(N)    097 16 03.94639(W)     ADJUSTED  
 CS3010* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 CS3010  ___________________________________________________________________
 CS3010  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 CS3010  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS3010
 CS3010  HORZ ORDER  -  SECOND
 CS3010
 CS3010.The horizontal coordinates were established by classical geodetic methods
 CS3010.and adjusted by the National Geodetic Survey in February 1996..
 CS3010.No horizontal observational check was made to the station.
 CS3010
 CS3010.The orthometric height was scaled from a topographic map.
 CS3010
 CS3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3010
 CS3010.The geoid height was determined by GEOID03.
 CS3010
 CS3010;                    North         East     Units Scale Factor Converg.
 CS3010;SPC TXNC     - 2,121,365.405   715,457.880   MT  0.99988594   +0 40 19.4
 CS3010;SPC TXNC     - 6,959,846.33  2,347,298.06   sFT  0.99988594   +0 40 19.4
 CS3010;UTM  14      - 3,625,457.317   662,274.404   MT  0.99992471   +0 56 14.7
 CS3010
 CS3010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3010!SPC TXNC     -   0.99997388  x   0.99988594  =   0.99985983
 CS3010!UTM  14      -   0.99997388  x   0.99992471  =   0.99989859
 CS3010
 CS3010:                Primary Azimuth Mark                     Grid Az
 CS3010:SPC TXNC     -  BROWN 2 AZ MK                            059 20 09.9
 CS3010:UTM  14      -  BROWN 2 AZ MK                            059 04 14.6
 CS3010
 CS3010|---------------------------------------------------------------------|
 CS3010| PID    Reference Object                     Distance      Geod. Az  |
 CS3010|                                                           dddmmss.s |
 CS3010| CX9905 BROWN 2 AZ MK                                      0600029.3 |
 CS3010| CS2898 FORT WORTH TV STA KFJZ TOWER        APPROX. 2.3 KM 0703023.3 |
 CS3010| CX9906 BROWN 2 RM 1                         19.490 METERS 10210     |
 CS3010| CX9907 BROWN 2 RM 2                         17.052 METERS 18339     |
 CS3010| CS3013 FORT WORTH TV STA WBAP TOWER        APPROX. 0.5 KM 1910434.5 |
 CS3010| CS2945 FORT WORTH AMERICAN SEED CO TK      APPROX. 2.4 KM 2304147.0 |
 CS3010| CS2944 FORT WORTH ST MARYS ASSUMP CUP      APPROX. 6.5 KM 2450628.6 |
 CS3010| CS2980 FORT WORTH ARLINGTN HTS MUN TK      APPROX.12.6 KM 2601242.8 |
 CS3010| CS2999 FORT WORTH TARRANT CO CTHSE TR      APPROX. 6.1 KM 2723217.6 |
 CS3010| CS2995 BROWN                               107.481 METERS 29312     |
 CS3010|---------------------------------------------------------------------|
 CS3010
 CS3010                          SUPERSEDED SURVEY CONTROL
 CS3010
 CS3010  NAD 83(1993)-  32 45 18.10535(N)    097 16 03.92932(W) AD(       ) 2
 CS3010  NAD 83(1986)-  32 45 18.10496(N)    097 16 03.92912(W) AD(       ) 2
 CS3010  NAD 27      -  32 45 17.63600(N)    097 16 02.87700(W) AD(       ) 2
 CS3010
 CS3010.Superseded values are not recommended for survey control.
 CS3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3010.See file dsdata.txt to determine how the superseded data were derived.
 CS3010
 CS3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6227425457(NAD 83)
 CS3010_MARKER: DS = TRIANGULATION STATION DISK
 CS3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3010
 CS3010  HISTORY     - Date     Condition        Report By
 CS3010  HISTORY     - 1955     MONUMENTED       CGS
 CS3010  HISTORY     - 1969     SEE DESCRIPTION  CGS
 CS3010  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS3010
 CS3010                          STATION DESCRIPTION
 CS3010
 CS3010'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS3010'THE STATION IS LOCATED ABOUT 3 MILES AIRLINE EAST OF THE
 CS3010'CENTER OF FORT WORTH, TARRANT COUNTY, TEXAS, 1/4 MILE NORTH
 CS3010'OF WFAA-TV STATION AND 1/4 MILE NORTHEAST OF THE TV TOWER.
 CS3010'IT IS A STANDARD DISK STAMPED BROWN 2 1955 AND SET IN A
 CS3010'CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.  THE MONUMENT
 CS3010'IS BASED IN BEDROCK AND AN UNDERGROUND MARK WAS NOT SET.
 CS3010'THE STATION IS ABOUT 4 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 CS3010'LINE OF THE FORT WORTH-DALLAS TOLL ROAD, AND 4 FEET NORTH
 CS3010'OF THE NORTH EDGE OF THE CUT BANK ON THE NORTH SIDE OF MENZER
 CS3010'ROAD, 30 FEET NORTH OF THE CENTERLINE OF MENZER ROAD AND
 CS3010'ABOUT 32 YARDS EAST OF A STREET SIGN AT THE JUNCTION OF
 CS3010'MENZER ROAD AND MENZER COURT.  IT IS OPPOSITE THE HOUSE
 CS3010'NUMBER 3904.
 CS3010'
 CS3010'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, A STANDARD
 CS3010'DISK STAMPED BROWN 2 1955 NO. 1 SET IN THE SOUTH CURB OF
 CS3010'MENZER ROAD, 28 FEET EAST OF THE CENTER OF THE ENTRANCE
 CS3010'DRIVE TO THE GARAGE AND HOUSE NO. 3904 AND 15 FEET SOUTH OF
 CS3010'THE CENTERLINE OF THE STREET.  IT IS ABOUT 3 FEET LOWER
 CS3010'THAN THE STATION.
 CS3010'
 CS3010'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, A STANDARD
 CS3010'DISK STAMPED BROWN 2 1955 NO. 2 AND SET IN THE SOUTH CURB
 CS3010'OF MENZER ROAD, 45 FEET WEST OF THE CENTER OF THE ENTRANCE
 CS3010'TO THE GARAGE AT NO. 3904 AND IS ABOUT 60 FEET EAST OF THE
 CS3010'FIRE-PLUG AND CURB OF MENZER COURT.  IT IS ABOUT 3 FEET LOWER
 CS3010'THAN THE STATION.
 CS3010'
 CS3010'THE AMERICAN SEED COMPANY WATER TANK, ABOUT 1 MILE SOUTHWEST
 CS3010'WAS USED FOR AZIMUTH.
 CS3010'
 CS3010'TO REACH FROM THE JUNCTION OF EAST LANCASTER WHICH IS U.S.
 CS3010'HIGHWAY- NO. 80 AND OAKLAND BLVD., (MATHEWES ANTIQUE STORE
 CS3010'IS IN THE SOUTHWEST POINT OF THE INTERSECTION), GO NORTH
 CS3010'ON OAKLAND BLVD., 01.1 MILES TO BENEMAR STREET.  THEN TURN
 CS3010'LEFT AND GO WEST 00.2 MILE.  THEN JOG RIGHT ABOUT 100 YARDS.
 CS3010'AND THEN LEFT AGAIN AND GO WEST 00.3 MILE TO THE STATION
 CS3010'ON THE RIGHT AS DESCRIBED.
 CS3010
 CS3010                          STATION RECOVERY (1969)
 CS3010
 CS3010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS3010'THE STATION MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS
 CS3010'BELIEVED THE MARK WAS DESTROYED WHEN THE RIGHT-OF-WAY FENCE
 CS3010'WAS BUILT ALONG THE DALLAS-FORT WORTH TOLL ROAD.  REFERENCE
 CS3010'MARK 1 AND REFERENCE MARK 2 WERE FOUND TO BE IN GOOD CONDITION.
 CS3010'THE AMERICAN SEED COMPANY WATER TANK USED FOR AZIMUTH MARK
 CS3010'NO LONGER EXISTS.  NEW SURFACE AND SUB-SURFACE STATION MARKS
 CS3010'WERE SET IN SAME LOCATION AS BROWN 2 1955 BY USING DISTANCES
 CS3010'AND DIRECTIONS FROM REFERENCE MARKS.  A NEW AZIMUTH MARK
 CS3010'WAS SET.
 CS3010'
 CS3010'A COMPLETE NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED
 CS3010'IN THE MEADOWBROOK SECTION OF FORT WORTH, ALONG THE SOUTHEAST
 CS3010'RIGHT-OF-WAY OF THE FORT WORTH-DALLAS TURNPIKE, ABOUT 3
 CS3010'MILES EAST OF DOWNTOWN FORT WORTH, AND 0.3 MILE NORTH OF
 CS3010'WBAP-TV STATION AND TOWERS, ON THE NORTHWEST END OF A RIDGE
 CS3010'OVERLOOKING FORT WORTH TO THE WEST.
 CS3010'
 CS3010'TO REACH STATION FROM THE POST OFFICE IN FORT WORTH, GO
 CS3010'EAST ON EAST LANCASTER AVENUE 4.0 MILES TO OAKLAND BLVE.
 CS3010'TURN LEFT, NORTH, GO 1.1 MILES TO OAKLAND BLVD. TO BENMAR
 CS3010'STREET.  TURN LEFT, EAST, GO 0.2 MILE ON BENMAR STREET TO
 CS3010'OAK CLIFFORD STREET, TURN RIGHT, ABOUT 100 YARDS TO MENZER
 CS3010'ROAD.  TURN LEFT, GO 0.25 MILE ALONG MENZER ROAD TO STATION
 CS3010'ON THE RIGHT.  TO REACH AZIMUITH MARK FROM STATION, GO EASTERLY
 CS3010'ON MENZER ROAD FOR 0.3 MILE TO MARK ON THE LEFT.
 CS3010'
 CS3010'STATION MARKS ARE STANDARD DISKS, STAMPED BROWN 2 1955 1969.
 CS3010'THE SURFACE STATION DISK IS SET IN A 12 IN X 12 IN CONCRETE
 CS3010'POST FLUSH WITH SURFACE OF GROUND.  IT IS 100 FEET NORTHEAST
 CS3010'OF THE EXTENDED LINE OF THE NORTHEAST CURB OF MENZER COURT
 CS3010'(MEASURED ALONG THE RIGHT-OF-WAY FENCE), 28 FEET NORTHWEST
 CS3010'OF CENTER LINE OF MENZER ROAD, AND 4 FEET NORTHWEST OF
 CS3010'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.  THE UNDER
 CS3010'GROUND DISK IS SET IN A ROUND CONCRETE POST ABOUT 40 INCHES
 CS3010'BELOW SURFACE OF GROUND.
 CS3010'
 CS3010'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED BROWN 2 NO.
 CS3010'1 1955, IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CURB
 CS3010'OF MENZER ROAD, 24 FEET NORTHEAST OF THE NORTHEAST CURB
 CS3010'OF DRIVEWAY ENTRANCE TO HOUSE NO. 3904.
 CS3010'
 CS3010'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED BROWN 2 NO. 2
 CS3010'1955, IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CURB
 CS3010'OF MENZER ROAD, 70 FEET NORTHEAST OF THE NORTHEAST CURB OF
 CS3010'MENZER COURT AND A FIRE HYDRANT, AND 16 FEET SOUTHWEST OF
 CS3010'THE SOUTHWEST CURB OF A DRIVEWAY ENTRANCE TO HOUSE NO. 1701.
 CS3010'
 CS3010'AZIMUTH MARK, A STANDARD DISK, STAMPED BROWN 2 1955 1969,
 CS3010'IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS3010'OF GROUND.  IT IS 96 FEET NORTH OF THE NORTHEAST CORNER OF
 CS3010'A LONE STAR GAS COMPANY BUILDING, 66 FEET EAST OF A SEWER
 CS3010'MANHOLE COVER, 2.5 FEET NORTH OF THE NORTH CURB, AND 7 FEET
 CS3010'SOUTHWEST OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 CS3010'
 CS3010'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT
 CS3010'WORTH
 CS3010
 CS3010                          STATION RECOVERY (1996)
 CS3010
 CS3010'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0668 ***********************************************************************
 AZ0668  DESIGNATION -  BROWN ET
 AZ0668  PID         -  AZ0668
 AZ0668  STATE/COUNTY-  TX/VAL VERDE
 AZ0668  USGS QUAD   -  OPEN HOLLOW (1978)
 AZ0668
 AZ0668                         *CURRENT SURVEY CONTROL
 AZ0668  ___________________________________________________________________
 AZ0668* NAD 83(1993)-  29 55 00.34823(N)    100 45 45.16645(W)     ADJUSTED  
 AZ0668* NAVD 88     -       639.8    (meters)    2099.     (feet)  VERTCON   
 AZ0668  ___________________________________________________________________
 AZ0668  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AZ0668  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 AZ0668
 AZ0668  HORZ ORDER  -  SECOND
 AZ0668
 AZ0668.The horizontal coordinates were established by classical geodetic methods
 AZ0668.and adjusted by the National Geodetic Survey in February 1996..
 AZ0668
 AZ0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0668
 AZ0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0668
 AZ0668.The geoid height was determined by GEOID03.
 AZ0668
 AZ0668;                    North         East     Units Scale Factor Converg.
 AZ0668;SPC TXSC     - 4,232,185.235   429,817.697   MT  0.99991465   -0 51 48.6
 AZ0668;SPC TXSC     -13,885,094.39  1,410,160.23   sFT  0.99991465   -0 51 48.6
 AZ0668;UTM  14      - 3,310,867.626   329,851.224   MT  0.99995720   -0 52 45.4
 AZ0668
 AZ0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0668!SPC TXSC     -   0.99990307  x   0.99991465  =   0.99981773
 AZ0668!UTM  14      -   0.99990307  x   0.99995720  =   0.99986028
 AZ0668
 AZ0668|---------------------------------------------------------------------|
 AZ0668| PID    Reference Object                     Distance      Geod. Az  |
 AZ0668|                                                           dddmmss.s |
 AZ0668| CV4368 BROWN ET RM 1                        22.983 METERS 11335     |
 AZ0668| AZ0669 CUT ET                              APPROX. 7.2 KM 2065256.5 |
 AZ0668| CV4369 BROWN ET RM 2                        19.126 METERS 22643     |
 AZ0668|---------------------------------------------------------------------|
 AZ0668
 AZ0668                          SUPERSEDED SURVEY CONTROL
 AZ0668
 AZ0668  NAD 83(1986)-  29 55 00.34123(N)    100 45 45.15383(W) AD(       ) 2
 AZ0668  NAD 27      -  29 54 59.58659(N)    100 45 43.80195(W) AD(       ) 2
 AZ0668  NGVD 29 (07/19/86)  639.7    (m)         2099.     (f) VERT ANG       
 AZ0668
 AZ0668.Superseded values are not recommended for survey control.
 AZ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0668.See file dsdata.txt to determine how the superseded data were derived.
 AZ0668
 AZ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU2985110868(NAD 83)
 AZ0668_MARKER: DD = SURVEY DISK
 AZ0668_SETTING: 80 = SET IN A BOULDER
 AZ0668_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AZ0668
 AZ0668  HISTORY     - Date     Condition        Report By
 AZ0668  HISTORY     - 1971     MONUMENTED       USGS
 AZ0668
 AZ0668                          STATION DESCRIPTION
 AZ0668
 AZ0668'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0668'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO BRUSH.
 AZ0668'
 AZ0668'THE STATION IS LOCATED DUE EAST, ABOUT 1 MILE AIRLINE DISTANCE
 AZ0668'FROM LOMA ALTA, TEXAS, AND ABOUT 0.2 MILES WEST OF HIGH POINT OF
 AZ0668'EAST-WEST RIDGE ON LAND OWNED BY JACK BROWN, LOMA ALTA, TEXAS.
 AZ0668'
 AZ0668'TO REACH FROM LOMA ALTA STORE, GO ABOUT 400 FEET NORTH TO LOCKED
 AZ0668'GATE IN THE EAST RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 277, PASS THRU
 AZ0668'GATE AND GO 0.8 MILES EAST ON TRACK ROAD TO STATION SITE 110 FEET
 AZ0668'RIGHT (SOUTHWEST), AND 11 FEET SOUTH OF A USGS WITNESS SIGN
 AZ0668'MOUNTED ON A METAL POST.
 AZ0668'
 AZ0668'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET IN
 AZ0668'BOULDERS.
 AZ0668'
 AZ0668'STATION MARK--TABLET PROJECTING 0.5 FEET ABOVE GROUND, AND STAMPED
 AZ0668'BROWN ET 1971.
 AZ0668'
 AZ0668'REFERENCE MARK NO. 1--TABLET PROJECTING 0.3 FEET ABOVE GROUND,
 AZ0668'AND STAMPED BROWN ET 1971-NO. 1.
 AZ0668'
 AZ0668'REFERENCE MARK NO. 2--TABLET PROJECTING 0.3 FEET ABOVE GROUND,
 AZ0668'AND STAMPED BROWN ET 1971-NO. 2.
 AZ0668'
 AZ0668'STATION CUT ET 1971, IS VISIBLE FROM THE GROUND AT THIS STATION,
 AZ0668'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE
 AZ0668'FROM A SCAFFOLD, AT A HEIGHT OF 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2364 ***********************************************************************
 AH2364  DESIGNATION -  BROWN ET
 AH2364  PID         -  AH2364
 AH2364  STATE/COUNTY-  TX/MARTIN
 AH2364  USGS QUAD   -  LENORAH WEST (1966)
 AH2364
 AH2364                         *CURRENT SURVEY CONTROL
 AH2364  ___________________________________________________________________
 AH2364* NAD 83(1993)-  32 20 59.71645(N)    101 53 22.79230(W)     ADJUSTED  
 AH2364* NAVD 88     -       868.7    (meters)    2850.     (feet)  VERTCON   
 AH2364  ___________________________________________________________________
 AH2364  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AH2364  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AH2364
 AH2364  HORZ ORDER  -  THIRD
 AH2364
 AH2364.The horizontal coordinates were established by classical geodetic methods
 AH2364.and adjusted by the National Geodetic Survey in July 1998..
 AH2364
 AH2364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2364
 AH2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2364
 AH2364.The geoid height was determined by GEOID03.
 AH2364
 AH2364;                    North         East     Units Scale Factor Converg.
 AH2364;SPC TXNC     - 2,080,914.222   280,994.621   MT  0.99994706   -1 50 55.3
 AH2364;SPC TXNC     - 6,827,132.74    921,896.52   sFT  0.99994706   -1 50 55.3
 AH2364;UTM  14      - 3,582,894.356   228,047.788   MT  1.00051213   -1 32 49.8
 AH2364
 AH2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2364!SPC TXNC     -   0.99986753  x   0.99994706  =   0.99981460
 AH2364!UTM  14      -   0.99986753  x   1.00051213  =   1.00037959
 AH2364
 AH2364                          SUPERSEDED SURVEY CONTROL
 AH2364
 AH2364  NGVD 29 (07/28/98)  868.4    (m)         2849.     (f) VERT ANG       
 AH2364
 AH2364.Superseded values are not recommended for survey control.
 AH2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2364.See file dsdata.txt to determine how the superseded data were derived.
 AH2364
 AH2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA2804882894(NAD 83)
 AH2364_MARKER: DS = TRIANGULATION STATION DISK
 AH2364
 AH2364  HISTORY     - Date     Condition        Report By
 AH2364  HISTORY     - 1966     MONUMENTED       USGS
 AH2364
 AH2364                          STATION DESCRIPTION
 AH2364
 AH2364'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2364'NOTE--PERMISSION MUST BE OBTAINED FROM MR. BOB BROWN, 1414 SOUTH LANE,
 AH2364'LAMESA, TEXAS, AND THEN NOTIFY A MR. DAVE EVART AS HE HAS THE KEY FOR
 AH2364'THE LOCKED GATE IN DESCRIPTION.
 AH2364'JUNCTION OF TEXAS STATE HIGHWAY 176 AND GRADED COUNTY RD. N. AT
 AH2364'LENORAH, TEXAS, N. 2.0 MI. ALONG COUNTY RD., THENCE W. 0.05 MI. TRACK
 AH2364'RD. N., THENCE N. 0.25 MI. ALONG TRACK RD. TO LOCKED GATE.  CONTINUE
 AH2364'N. ALONG TRACK RD. FOR 0.65 MI. TO RD. JUNCTION, TAKE RIGHT HAND FORK,
 AH2364'0.5 MI. TO TOP OF HILL AND STATION.  ABOUT 500 FT. S. OF WHERE TRACK
 AH2364'RD. CROSSES UNDERGROUND PIPELINE, 14 FT. W. OF CENTERLINE TRACK RD.,
 AH2364'0.5 FT. N. OF WHITE 2 X 4 WITNESS POST.
 AH2364'STATION MARK--STANDARD BRASS CAP RIVETED ON A 3 IN. GALVANIZED IRON
 AH2364'PIPE AND PROJECTING 0.1 FT., STAMPED---BROWN ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0716 ***********************************************************************
 DQ0716  DESIGNATION -  BROWNFIELD MAGNETIC STA
 DQ0716  PID         -  DQ0716
 DQ0716  STATE/COUNTY-  TX/TERRY
 DQ0716  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0716
 DQ0716                         *CURRENT SURVEY CONTROL
 DQ0716  ___________________________________________________________________
 DQ0716* NAD 83(1993)-  33 10 44.62572(N)    102 16 27.04609(W)     ADJUSTED  
 DQ0716* NAVD 88     -      1009.6    (meters)    3312.     (feet)  VERTCON   
 DQ0716  ___________________________________________________________________
 DQ0716  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 DQ0716  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 DQ0716
 DQ0716  HORZ ORDER  -  THIRD
 DQ0716
 DQ0716.The horizontal coordinates were established by classical geodetic methods
 DQ0716.and adjusted by the National Geodetic Survey in February 1996..
 DQ0716
 DQ0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0716
 DQ0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0716
 DQ0716.The geoid height was determined by GEOID03.
 DQ0716
 DQ0716;                    North         East     Units Scale Factor Converg.
 DQ0716;SPC TXNC     - 2,174,030.962   248,124.657   MT  0.99987509   -2 03 30.3
 DQ0716;SPC TXNC     - 7,132,633.25    814,055.65   sFT  0.99987509   -2 03 30.3
 DQ0716;UTM  13      - 3,674,448.218   754,157.941   MT  1.00039651   +1 29 33.1
 DQ0716
 DQ0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0716!SPC TXNC     -   0.99984523  x   0.99987509  =   0.99972034
 DQ0716!UTM  13      -   0.99984523  x   1.00039651  =   1.00024168
 DQ0716
 DQ0716|---------------------------------------------------------------------|
 DQ0716| PID    Reference Object                     Distance      Geod. Az  |
 DQ0716|                                                           dddmmss.s |
 DQ0716| CJ6731 BROWNFIELD MAG STA RM 1              26.182 METERS 07752     |
 DQ0716| CJ6730 BROWNFIELD MAG STA AZ MK            309.214 METERS 08404     |
 DQ0716| CJ6732 BROWNFIELD MAG STA RM 2              41.733 METERS 18105     |
 DQ0716| DQ0717 BROWNFIELD MUNICIPAL TANK           APPROX. 0.8 KM 2763330.1 |
 DQ0716|---------------------------------------------------------------------|
 DQ0716
 DQ0716                          SUPERSEDED SURVEY CONTROL
 DQ0716
 DQ0716  NAD 83(1986)-  33 10 44.63468(N)    102 16 27.03945(W) AD(       ) 3
 DQ0716  NAD 27      -  33 10 44.29900(N)    102 16 25.38600(W) AD(       ) 3
 DQ0716  NGVD 29 (07/19/86) 1009.2    (m)         3311.     (f) VERT ANG       
 DQ0716
 DQ0716.Superseded values are not recommended for survey control.
 DQ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0716.See file dsdata.txt to determine how the superseded data were derived.
 DQ0716
 DQ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS5415874448(NAD 83)
 DQ0716_MARKER: DD = SURVEY DISK
 DQ0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0716_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DQ0716
 DQ0716  HISTORY     - Date     Condition        Report By
 DQ0716  HISTORY     - 1935     MONUMENTED       CGS
 DQ0716  HISTORY     - 1938     GOOD             TXHD
 DQ0716  HISTORY     - 1969     MARK NOT FOUND   CGS
 DQ0716
 DQ0716                          STATION DESCRIPTION
 DQ0716
 DQ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0716'STATION IS IN THE NW CORNER OF THE BROWNFIELD GRAMMAR SCHOOLYARD,
 DQ0716'1/2 MILE E OF COURTHOUSE, 65 FEET S OF CENTER OF MAIN STREET IN
 DQ0716'BROWNFIELD, 18 FEET S OF MOST WESTERLY OF A LINE OF TREES,
 DQ0716'4 FEET E OF SCHOOLYARD FENCE, 133 FEET NW OF CORNER OF GRAMMAR
 DQ0716'SCHOOL, AND 4 FEET N OF A TREE TRUNK.  STATION MARK IS AN
 DQ0716'UNSTAMPED MAGNETIC STATION DISK, AND PROJECTS 3 INCHES.  MARK
 DQ0716'IS SET IN A 14-INCH ROUND CONCRETE POST.
 DQ0716'
 DQ0716'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 DQ0716'IN CONCRETE.
 DQ0716'
 DQ0716'REFERENCE MARK NO. 1 IS E OF STATION, 42 FEET S OF CENTER OF
 DQ0716'STREET, 94 FEET N OF CORNER OF SCHOOL BUILDING, AND PROJECTS
 DQ0716'8 INCHES.
 DQ0716'
 DQ0716'REFERENCE MARK NO. 2 IS S OF STATION, 111 FEET W OF CORNER OF
 DQ0716'SCHOOL BUILDING, 2 FEET E OF SCHOOLYARD FENCE, AND PROJECTS
 DQ0716'3 INCHES.
 DQ0716'
 DQ0716'AZIMUTH MARK IS ENE OF STATION, 35 FEET N OF CENTER OF STREET,
 DQ0716'250 FEET NE OF MAIN ENTRANCE OF HIGH SCHOOL BUILDING, AND
 DQ0716'PROJECTS 4 INCHES.
 DQ0716'
 DQ0716'STATION IS REACHED FROM SQUARE IN BROWNFIELD BY DRIVING E ON
 DQ0716'MAIN STREET 0.5 MILE TO SCHOOL GROUNDS AND STATION.
 DQ0716'
 DQ0716'NO MAIN STATIONS WERE VISIBLE FROM GROUND.  A 30-FOOT STAND SET
 DQ0716'ECCENTRICALLY, WAS USED.
 DQ0716
 DQ0716                          STATION RECOVERY (1938)
 DQ0716
 DQ0716'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0716'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DQ0716'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0716
 DQ0716                          STATION RECOVERY (1969)
 DQ0716
 DQ0716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WW)
 DQ0716'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0717 ***********************************************************************
 DQ0717  DESIGNATION -  BROWNFIELD MUNICIPAL TANK
 DQ0717  PID         -  DQ0717
 DQ0717  STATE/COUNTY-  TX/TERRY
 DQ0717  USGS QUAD   -  BROWNFIELD WEST (1979)
 DQ0717
 DQ0717                         *CURRENT SURVEY CONTROL
 DQ0717  ___________________________________________________________________
 DQ0717* NAD 83(1993)-  33 10 47.68618(N)    102 16 58.71418(W)     ADJUSTED  
 DQ0717* NAVD 88     -                                                        
 DQ0717  ___________________________________________________________________
 DQ0717  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 DQ0717  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 DQ0717
 DQ0717  HORZ ORDER  -  THIRD
 DQ0717
 DQ0717.The horizontal coordinates were established by classical geodetic methods
 DQ0717.and adjusted by the National Geodetic Survey in February 1996..
 DQ0717
 DQ0717
 DQ0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0717
 DQ0717.The geoid height was determined by GEOID03.
 DQ0717
 DQ0717;                    North         East     Units Scale Factor Converg.
 DQ0717;SPC TXNC     - 2,174,154.673   247,308.270   MT  0.99987512   -2 03 47.6
 DQ0717;SPC TXNC     - 7,133,039.12    811,377.22   sFT  0.99987512   -2 03 47.6
 DQ0717;UTM  13      - 3,674,521.166   753,335.032   MT  1.00039136   +1 29 15.9
 DQ0717
 DQ0717                          SUPERSEDED SURVEY CONTROL
 DQ0717
 DQ0717  NAD 83(1986)-  33 10 47.69533(N)    102 16 58.70609(W) AD(       ) 4
 DQ0717  NAD 27      -  33 10 47.35800(N)    102 16 57.04900(W) AD(       ) 3
 DQ0717
 DQ0717.Superseded values are not recommended for survey control.
 DQ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0717.See file dsdata.txt to determine how the superseded data were derived.
 DQ0717
 DQ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS5333574521(NAD 83)
 DQ0717_MARKER: 51 = TANK
 DQ0717
 DQ0717  HISTORY     - Date     Condition        Report By
 DQ0717  HISTORY     - 1935     FIRST OBSERVED   CGS
 DQ0717
 DQ0717                          STATION DESCRIPTION
 DQ0717
 DQ0717'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0226 ***********************************************************************
 BY0226  DESIGNATION -  BROWNING
 BY0226  PID         -  BY0226
 BY0226  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0226  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0226
 BY0226                         *CURRENT SURVEY CONTROL
 BY0226  ___________________________________________________________________
 BY0226* NAD 83(1993)-  31 33 38.96038(N)    094 13 03.23450(W)     ADJUSTED  
 BY0226* NAVD 88     -       153.56   (+/-2cm)     503.8    (feet)  VERTCON   
 BY0226  ___________________________________________________________________
 BY0226  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 BY0226  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BY0226
 BY0226  HORZ ORDER  -  SECOND
 BY0226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0226
 BY0226.The horizontal coordinates were established by classical geodetic methods
 BY0226.and adjusted by the National Geodetic Survey in February 1996..
 BY0226
 BY0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0226.The vertical order pertains to the NGVD 29 superseded value.
 BY0226
 BY0226.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0226
 BY0226.The geoid height was determined by GEOID03.
 BY0226
 BY0226;                    North         East     Units Scale Factor Converg.
 BY0226;SPC TX C     - 3,225,936.820 1,280,302.230   MT  0.99992927   +3 08 59.9
 BY0226;SPC TX C     -10,583,761.05  4,200,458.23   sFT  0.99992927   +3 08 59.9
 BY0226;UTM  15      - 3,492,400.536   384,445.706   MT  0.99976469   -0 38 14.5
 BY0226
 BY0226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0226!SPC TX C     -   0.99998012  x   0.99992927  =   0.99990939
 BY0226!UTM  15      -   0.99998012  x   0.99976469  =   0.99974481
 BY0226
 BY0226|---------------------------------------------------------------------|
 BY0226| PID    Reference Object                     Distance      Geod. Az  |
 BY0226|                                                           dddmmss.s |
 BY0226| BY0227 BROWNING RM 1                        25.859 METERS 10304     |
 BY0226| BY0225 BROWNING AZ MK                                     1630408.5 |
 BY0226| BY0229 BROWNING RM 2                        31.693 METERS 21623     |
 BY0226|---------------------------------------------------------------------|
 BY0226
 BY0226                          SUPERSEDED SURVEY CONTROL
 BY0226
 BY0226  NAD 83(1986)-  31 33 38.97001(N)    094 13 03.22655(W) AD(       ) 2
 BY0226  NAD 27      -  31 33 38.32300(N)    094 13 02.51300(W) AD(       ) 2
 BY0226  NGVD 29 (??/??/92)  153.594  (m)          503.92   (f) ADJ UNCH    2 0
 BY0226
 BY0226.Superseded values are not recommended for survey control.
 BY0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0226.See file dsdata.txt to determine how the superseded data were derived.
 BY0226
 BY0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ8444692401(NAD 83)
 BY0226_MARKER: DS = TRIANGULATION STATION DISK
 BY0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0226_STAMPING: BROWNING 1949
 BY0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0226+STABILITY: SURFACE MOTION
 BY0226
 BY0226  HISTORY     - Date     Condition        Report By
 BY0226  HISTORY     - 1949     MONUMENTED       CGS
 BY0226  HISTORY     - 1949     GOOD             CGS
 BY0226
 BY0226                          STATION DESCRIPTION
 BY0226
 BY0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY0226'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHWEST OF SAN
 BY0226'AUGUSTINE ON THE HIGH POINT OF A TIMBER COVERED RIDGE AND
 BY0226'ON THE NORTH SIDE OF AN EAST-WEST WOODS ROAD.  IT IS 28
 BY0226'FEET NORTH OF THE CENTER OF THE WOODS ROAD, 18 FEET EAST OF
 BY0226'A TRIANGULAR BLAZED 12 INCH PINE TREE AND 4.5 FEET SOUTH
 BY0226'OF WITNESS POST.  IT IS STAMPED BROWNING 1949 AND PROJECTS
 BY0226'3 INCHES.
 BY0226'
 BY0226'REFERENCE MARK NO 1 IS EAST OF THE STATION, 80 FEET NORTH
 BY0226'OF THE CENTER OF THE EAST-WEST WOODS ROAD AND 3 FEET WEST
 BY0226'OF WITNESS POST.  IT IS STAMPED BROWNING NO 1 1949 AND PROJECTS
 BY0226'3 INCHES.
 BY0226'
 BY0226'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 75 FEET
 BY0226'SOUTH OF THE CENTER OF THE EAST-WEST WOODS ROAD AND 2 FEET
 BY0226'NORTH OF WITNESS POST.  IT IS STAMPED BROWNING NO 2 1949
 BY0226'AND PROJECTS 4 INCHES.
 BY0226'
 BY0226'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE STATION,
 BY0226'20 FEET NORTH OF THE CENTER OF THE EAST-WEST WOODS ROAD,
 BY0226'0.05 MILE EAST OF FARM HOUSE AND 3 FEET WEST OF WITNESS
 BY0226'POST.  IT IS STAMPED BROWNING 1949 AND PROJECTS 4 INCHES.
 BY0226'
 BY0226'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 21
 BY0226'AND 147 IN SAN AUGUSTINE, GO WEST ON STATE ROUTE 21 FOR
 BY0226'3.75 MILES TO SIDE ROAD RIGHT, BEAR RIGHT AND FOLLOW MAIN
 BY0226'ROAD NORTHWEST FOR 2.0 MILES TO SIDE ROAD RIGHT AT 3 MAIL
 BY0226'BOXES, TURN RIGHT AND FOLLOW MAIN ROAD NORTH AND NORTHWEST
 BY0226'FOR 1.7 MILES TO CROSSROAD, CONTINUE STRAIGHT AHEAD WEST
 BY0226'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 BY0226'CONTINUE WEST ON WOODS ROAD PASSING TO THE NORTH OF FARM
 BY0226'HOUSE AND GO 0.35 MILE TO THE STATION ON THE NORTH SIDE.
 BY0226'
 BY0226'A 100 FOOT SIGNAL AT STATION NEUVILLE 1919, 1931 IS VISIBLE
 BY0226'AT 77 FEET
 BY0226'
 BY0226'A 74 FOOT SIGNAL AT STATION SABINE IS VISIBLE AT 77 FEET
 BY0226'
 BY0226'A 100 FOOT SIGNAL AT STATION MOLLY 1931 IS VISIBLE AT 77 FEET
 BY0226'
 BY0226'A 74 FOOT SIGNAL AT STATION WALTER IS VISIBLE AT 77 FEET
 BY0226'
 BY0226'AN 87 FOOT SIGNAL AT STATION BANNISTER 1931 IS VISIBLE AT
 BY0226'77 FEET
 BY0226'
 BY0226'A 100 FOOT SIGNAL AT STATION CHIRENO IS VISIBLE AT 64 FEET
 BY0226'
 BY0226'A 100 FOOT SIGNAL AT STATION HOLT 1919 IS VISIBLE AT 64 FEET
 BY0226'
 BY0226'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BY0226
 BY0226                          STATION RECOVERY (1949)
 BY0226
 BY0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BY0226'5.65 MI N FROM DENNING.
 BY0226'1.7 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0226'HIGHWAY 21 AND FARM ROAD 354 AT DENNING, THENCE 1.05 MILES NORTH ALONG
 BY0226'A GRADED DIRT ROAD, THENCE 0.7 MILE EAST ALONG A GRADED DIRT ROAD,
 BY0226'THENCE 2.2 MILES NORTH ALONG A GRADED DIRT ROAD, 103.8 FEET NORTHEAST
 BY0226'OF BROWNING R.M. 2, 84.9 FEET WEST OF BROWNING R.M. 1, 43.5 FEET
 BY0226'NORTHWEST OF A 16-INCH OAK TREE, 28.0 FEET NORTHEAST OF THE CENTER
 BY0226'LINE OF THE ROAD, 24.6 FEET SOUTHWEST OF A 10-INCH PINE TREE, 18.5
 BY0226'FEET SOUTHEAST OF A 10-INCH PINE TREE, 4.4 FEET SOUTHWEST OF A
 BY0226'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BY0226'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0225 ***********************************************************************
 BY0225  DESIGNATION -  BROWNING AZ MK
 BY0225  PID         -  BY0225
 BY0225  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0225  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0225
 BY0225                         *CURRENT SURVEY CONTROL
 BY0225  ___________________________________________________________________
 BY0225* NAD 83(1986)-  31 33 27.     (N)    094 12 54.     (W)     SCALED    
 BY0225* NAVD 88     -       148.28   (+/-2cm)     486.5    (feet)  VERTCON   
 BY0225  ___________________________________________________________________
 BY0225  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY0225
 BY0225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0225
 BY0225.The horizontal coordinates were scaled from a topographic map and have
 BY0225.an estimated accuracy of +/- 6 seconds.
 BY0225
 BY0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0225.The vertical order pertains to the NGVD 29 superseded value.
 BY0225
 BY0225.The geoid height was determined by GEOID03.
 BY0225
 BY0225;                    North         East    Units  Estimated Accuracy
 BY0225;SPC TX C     - 3,225,580.    1,280,570.      MT  (+/- 180 meters Scaled)
 BY0225
 BY0225                          SUPERSEDED SURVEY CONTROL
 BY0225
 BY0225  NGVD 29 (??/??/92)  148.307  (m)          486.57   (f) ADJ UNCH    2 0
 BY0225
 BY0225.Superseded values are not recommended for survey control.
 BY0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0225.See file dsdata.txt to determine how the superseded data were derived.
 BY0225
 BY0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ846920(NAD 83)
 BY0225_MARKER: DZ = AZIMUTH MARK DISK
 BY0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0225_STAMPING: BROWNING 1949
 BY0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0225+STABILITY: SURFACE MOTION
 BY0225
 BY0225  HISTORY     - Date     Condition        Report By
 BY0225  HISTORY     - 1949     MONUMENTED       CGS
 BY0225
 BY0225                          STATION DESCRIPTION
 BY0225
 BY0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0225'5.35 MI N FROM DENNING.
 BY0225'1.7 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0225'HIGHWAY 21 AND FARM ROAD 354 AT DENNING, THENCE 1.05 MILES NORTH ALONG
 BY0225'A GRADED DIRT ROAD, THENCE 0.7 MILE EAST ALONG A GRADED DIRT ROAD,
 BY0225'THENCE 1.9 MILES NORTH ALONG A GRADED DIRT ROAD, 273.0 FEET SOUTHEAST
 BY0225'OF THE SOUTHEAST CORNER OF A FARMHOUSE, 118.0 FEET NORTHWEST OF THE
 BY0225'CENTER LINE OF A NORTHEAST-SOUTHWEST ROAD, 16.0 FEET NORTHEAST OF THE
 BY0225'CENTER LINE OF A ROAD LEADING NORTHWEST, 55.7 FEET SOUTH OF A 16-INCH
 BY0225'PINE TREE, 1.3 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP
 BY0225'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0227 ***********************************************************************
 BY0227  DESIGNATION -  BROWNING RM 1
 BY0227  PID         -  BY0227
 BY0227  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0227  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0227
 BY0227                         *CURRENT SURVEY CONTROL
 BY0227  ___________________________________________________________________
 BY0227* NAD 83(1986)-  31 33 39.     (N)    094 13 03.     (W)     SCALED    
 BY0227* NAVD 88     -       152.63   (+/-2cm)     500.8    (feet)  VERTCON   
 BY0227  ___________________________________________________________________
 BY0227  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BY0227
 BY0227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0227
 BY0227.The horizontal coordinates were scaled from a topographic map and have
 BY0227.an estimated accuracy of +/- 6 seconds.
 BY0227
 BY0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0227.The vertical order pertains to the NGVD 29 superseded value.
 BY0227
 BY0227.The geoid height was determined by GEOID03.
 BY0227
 BY0227;                    North         East    Units  Estimated Accuracy
 BY0227;SPC TX C     - 3,225,940.    1,280,310.      MT  (+/- 180 meters Scaled)
 BY0227
 BY0227                          SUPERSEDED SURVEY CONTROL
 BY0227
 BY0227  NGVD 29 (??/??/92)  152.660  (m)          500.85   (f) ADJ UNCH    2 0
 BY0227
 BY0227.Superseded values are not recommended for survey control.
 BY0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0227.See file dsdata.txt to determine how the superseded data were derived.
 BY0227
 BY0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ844924(NAD 83)
 BY0227_MARKER: DB = BENCH MARK DISK
 BY0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0227_STAMPING: BROWNING NO 1 1949
 BY0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0227+STABILITY: SURFACE MOTION
 BY0227
 BY0227  HISTORY     - Date     Condition        Report By
 BY0227  HISTORY     - 1949     MONUMENTED       CGS
 BY0227
 BY0227                          STATION DESCRIPTION
 BY0227
 BY0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0227'5.65 MI N FROM DENNING.
 BY0227'1.7 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0227'HIGHWAY 21 AND FARM ROAD 354 AT DENNING, THENCE 1.05 MILES NORTH ALONG
 BY0227'A GRADED DIRT ROAD, THENCE 0.7 MILE EAST ALONG A GRADED DIRT ROAD,
 BY0227'THENCE 2.2 MILES NORTH ALONG A GRADED DIRT ROAD, 93.0 FEET NORTHEAST
 BY0227'OF THE CENTER LINE OF THE ROAD, 84.9 FEET EAST OF TRIANGULATION
 BY0227'STATION BROWNING 1949, 8.0 FEET SOUTHWEST OF AN 8-INCH PINE TREE, 6.5
 BY0227'FEET NORTHWEST OF A 16-INCH OAK TREE, 3.0 FEET NORTH OF A REFERENCE
 BY0227'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 BY0227'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0229 ***********************************************************************
 BY0229  DESIGNATION -  BROWNING RM 2
 BY0229  PID         -  BY0229
 BY0229  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0229  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0229
 BY0229                         *CURRENT SURVEY CONTROL
 BY0229  ___________________________________________________________________
 BY0229* NAD 83(1986)-  31 33 39.     (N)    094 13 03.     (W)     SCALED    
 BY0229* NAVD 88     -       153.22   (+/-2cm)     502.7    (feet)  VERTCON   
 BY0229  ___________________________________________________________________
 BY0229  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BY0229
 BY0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0229
 BY0229.The horizontal coordinates were scaled from a topographic map and have
 BY0229.an estimated accuracy of +/- 6 seconds.
 BY0229
 BY0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0229.The vertical order pertains to the NGVD 29 superseded value.
 BY0229
 BY0229.The geoid height was determined by GEOID03.
 BY0229
 BY0229;                    North         East    Units  Estimated Accuracy
 BY0229;SPC TX C     - 3,225,940.    1,280,310.      MT  (+/- 180 meters Scaled)
 BY0229
 BY0229                          SUPERSEDED SURVEY CONTROL
 BY0229
 BY0229  NGVD 29 (??/??/92)  153.249  (m)          502.78   (f) ADJ UNCH    2 0
 BY0229
 BY0229.Superseded values are not recommended for survey control.
 BY0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0229.See file dsdata.txt to determine how the superseded data were derived.
 BY0229
 BY0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ844924(NAD 83)
 BY0229_MARKER: DR = REFERENCE MARK DISK
 BY0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0229_STAMPING: BROWNING NO 2 1949
 BY0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0229+STABILITY: SURFACE MOTION
 BY0229
 BY0229  HISTORY     - Date     Condition        Report By
 BY0229  HISTORY     - 1949     MONUMENTED       CGS
 BY0229
 BY0229                          STATION DESCRIPTION
 BY0229
 BY0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0229'5.65 MI NE FROM DENNING.
 BY0229'1.7 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0229'HIGHWAY 21 AND FARM ROAD 354 AT DENNING, THENCE 1.05 MILES NORTH ALONG
 BY0229'A GRADED DIRT ROAD, THENCE 0.7 MILE EAST ALONG A GRADED DIRT ROAD,
 BY0229'THENCE 2.2 MILES NORTH ALONG A GRADED DIRT ROAD, 103.8 FEET SOUTHWEST
 BY0229'OF TRIANGULATION STATION BROWNING 1949, 67.0 FEET SOUTHWEST OF THE
 BY0229'CENTER LINE OF THE ROAD, 49.0 FEET SOUTH OF THE CENTER LINE OF A TRAIL
 BY0229'LEADING WEST, 23.0 FEET WEST OF A 12-INCH OAK TREE, 11.8 FEET SOUTH OF
 BY0229'A 16-INCH PINE TREE, 11.0 FEET EAST OF A 12-INCH PINE TREE, 1.3 FEET
 BY0229'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0229'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2561 ***********************************************************************
 CS2561  DESIGNATION -  BROWNNING
 CS2561  PID         -  CS2561
 CS2561  STATE/COUNTY-  TX/TARRANT
 CS2561  USGS QUAD   -  KENNEDALE (1981)
 CS2561
 CS2561                         *CURRENT SURVEY CONTROL
 CS2561  ___________________________________________________________________
 CS2561* NAD 83(1993)-  32 44 10.45758(N)    097 09 25.38012(W)     ADJUSTED  
 CS2561* NAVD 88     -       174.040  (meters)     571.00   (feet)  ADJUSTED  
 CS2561  ___________________________________________________________________
 CS2561  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 CS2561  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CS2561  DYNAMIC HT  -         173.838 (meters)     570.33  (feet)  COMP
 CS2561  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 CS2561
 CS2561  HORZ ORDER  -  SECOND
 CS2561  VERT ORDER  -  FIRST     CLASS II
 CS2561
 CS2561.The horizontal coordinates were established by classical geodetic methods
 CS2561.and adjusted by the National Geodetic Survey in February 1996..
 CS2561
 CS2561.The orthometric height was determined by differential leveling
 CS2561.and adjusted by the National Geodetic Survey in June 1991..
 CS2561
 CS2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2561
 CS2561.The geoid height was determined by GEOID03.
 CS2561
 CS2561.The dynamic height is computed by dividing the NAVD 88
 CS2561.geopotential number by the normal gravity value computed on the
 CS2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2561.degrees latitude (g = 980.6199 gals.).
 CS2561
 CS2561.The modeled gravity was interpolated from observed gravity values.
 CS2561
 CS2561;                    North         East     Units Scale Factor Converg.
 CS2561;SPC TXNC     - 2,119,409.169   725,857.521   MT  0.99988768   +0 43 56.8
 CS2561;SPC TXNC     - 6,953,428.25  2,381,417.55   sFT  0.99988768   +0 43 56.8
 CS2561;UTM  14      - 3,623,549.071   672,683.594   MT  0.99996770   +0 59 48.7
 CS2561
 CS2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2561!SPC TXNC     -   0.99997698  x   0.99988768  =   0.99986466
 CS2561!UTM  14      -   0.99997698  x   0.99996770  =   0.99994468
 CS2561
 CS2561|---------------------------------------------------------------------|
 CS2561| PID    Reference Object                     Distance      Geod. Az  |
 CS2561|                                                           dddmmss.s |
 CS2561| CX9909 BROWNNING RM 1                       43.199 METERS 01852     |
 CS2561| CX9908 BROWNNING AZ MK                                    0401157.1 |
 CS2561| CX9910 BROWNNING RM 2                       41.575 METERS 06437     |
 CS2561| CS2914 ARLINGTON DOWNS 3 D FARM W TK       APPROX. 7.1 KM 0795653.0 |
 CS2561| CS2917 ARLINGTON EASTERN STAR HOME TK      APPROX. 6.0 KM 0834005.0 |
 CS2561| CS2913 ARLINGTON MUNICIPAL TANK            APPROX. 3.8 KM 0882522.4 |
 CS2561| CS2927 HANDLEY DISTRICT 2 WATER TANK       APPROX. 6.9 KM 2710951.9 |
 CS2561|---------------------------------------------------------------------|
 CS2561
 CS2561                          SUPERSEDED SURVEY CONTROL
 CS2561
 CS2561  NAD 83(1986)-  32 44 10.46232(N)    097 09 25.36273(W) AD(       ) 2
 CS2561  NAD 27      -  32 44 09.99000(N)    097 09 24.33000(W) AD(       ) 2
 CS2561
 CS2561.Superseded values are not recommended for survey control.
 CS2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2561.See file dsdata.txt to determine how the superseded data were derived.
 CS2561
 CS2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7268423549(NAD 83)
 CS2561_MARKER: DS = TRIANGULATION STATION DISK
 CS2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2561_SP_SET: CONCRETE POST
 CS2561_STAMPING: BROWNNING 1947
 CS2561_MARK LOGO: CGS   
 CS2561_PROJECTION: FLUSH
 CS2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2561+STABILITY: SURFACE MOTION
 CS2561
 CS2561  HISTORY     - Date     Condition        Report By
 CS2561  HISTORY     - 1947     MONUMENTED       CGS
 CS2561  HISTORY     - 1960     GOOD             CGS
 CS2561  HISTORY     - 1963     GOOD             CGS
 CS2561  HISTORY     - 1986     GOOD             NGS
 CS2561  HISTORY     - 19960921 GOOD             USPSQD
 CS2561
 CS2561                          STATION DESCRIPTION
 CS2561
 CS2561'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2561'STATION IS LOCATED ABOUT 2.5 MILES WEST OF ARLINGTON AND
 CS2561'ABOUT 3.5 MILES EAST OF HANDLEY.  STATION IS 100 FEET NORTH
 CS2561'OF U.S. HIGHWAY 80, 123.5 FEET WEST OF A PRIVATE DRIVEWAY,
 CS2561'ON THE HIGHEST KNOLL IN THE VICINITY.  THE MARK PROJECTS
 CS2561'ABOUT THREE INCHES AND THE DISK IS STAMPED BROWNNING 1947.
 CS2561'
 CS2561'REFERENCE MARK NO. 1 IS 141.73 FEET NORTHEAST OF STATION,
 CS2561'13 FEET WEST OF THE APPROXIMATE CENTERLINE OF PRIVATE DRIVEWAY
 CS2561'AND 1 FOOT WEST OF A STONE CURB.  THE MARK PROJECTS ABOUT
 CS2561'TWO INCHES AND THE DISK IS STAMPED BROWNNING NO. 1 1947.
 CS2561'
 CS2561'REFERENCE MARK NO. 2 IS 136.40 FEET EAST OF STATION, 14 FEET
 CS2561'EAST OF THE APPROXIMATE CENTERLINE OF PRIVATE DRIVEWAY AND
 CS2561'1 FOOT EAST OF A STONE CURB.  THE MARK PROJECTS ABOUT TWO
 CS2561'INCHES AND THE DISK ISSTAMPED BROWNNING NO. 2 1947.
 CS2561'
 CS2561'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHEAST OF STATION,
 CS2561'30 FEET SOUTH OF A PRIVATE DRIVEWAY, 21 FEET WEST OF A HARD
 CS2561'SURFACED ROAD, 8 FEET SOUTH OF A FENCECORNER, 3.5 FEET NORTHWEST
 CS2561'OF WITNESS POST AND IS DIRECTLY UNDER A FENCE.  THE MARK
 CS2561'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BROWNNING
 CS2561'1947.
 CS2561'
 CS2561'TO REACH STATION FROM THE FIRST NATIONAL BANK IN HANDLEY
 CS2561'GO EAST ON HIGHWAY U.S. 80 FOR 3.7 MILES TO STATION ON LEFT
 CS2561'OR NORTH OF HIGHWAY AS DESCRIBED.  CONTINUE EAST FOR 0.1 MILE
 CS2561'TO AN INTERSECTION OF A HARD SURFACED ROAD, TURN LEFT AND
 CS2561'GO NORTH 0.2 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 CS2561'
 CS2561'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2561
 CS2561                          STATION RECOVERY (1960)
 CS2561
 CS2561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2561'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2561'IN GOOD CONDITION.  THIS STATION IS LOCATED ON THE GROUNDS
 CS2561'OF THE BAPTIST BIBLE SEMINARY, NORTH OF THE HIGHWAY ON A
 CS2561'GRASSY WOODED KNOLL TO THE WEST OF THE MAIN DRIVEWAY.
 CS2561
 CS2561                          STATION RECOVERY (1963)
 CS2561
 CS2561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2561'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS2561'MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION SITE
 CS2561'IS NOW IN A LAWN ON THE GROUNDS OF THE BAPTIST BIBLE SEMINARY.
 CS2561'THE STATION IS ON THE HIGHEST GROUND IN LAWN, AND THE REFERENCE
 CS2561'MARKS ARE ON THE EASTERN SLOPE OF LAWN.  REFERENCE MARK NO.
 CS2561'1 IS AT THE WEST EDGE OF DRIVEWAY.  THE LINE OF SIGHT BETWEEN
 CS2561'REFERENCE MARK NO. 1 AND STATION IS BLOCKED BY THE CORNER
 CS2561'OF A BRICK BUILDING.  REFERENCE MARK NO. 2 IS AT THE EAST
 CS2561'EDGE OF THE DRIVEWAY.  THE AZIMUTH MARK IS IN THE NORTHEAST
 CS2561'CORNER OF A CULTIVATED PATCH.  A STEEL WITNESS POST WAS SET
 CS2561'1 FOOT NORTH OF THE MARK.  IT IS ABOUT 1 INCH BELOW THE
 CS2561'SURFACE OF THE GROUND.
 CS2561'
 CS2561'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN HANDLEY,
 CS2561'GO EAST ON U.S. HIGHWAY 80 FOR 3.8 MILES TO STATION ON THE
 CS2561'LEFT.  CONTINUE EAST 0.1 MILE TO CROWLEY ROAD.  TURN LEFT,
 CS2561'NORTH, AND FOLLOW CROWLEY ROAD FOR 0.2 MILE TO AZIMUTH MARK
 CS2561'ON THE LEFT.
 CS2561
 CS2561                          STATION RECOVERY (1986)
 CS2561
 CS2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS2561'IN ARLINGTON.
 CS2561'IN ARLINGTON, AT THE INTERSECTION OF U.S. HIGHWAY 80 (DIVISION STREET)
 CS2561'AND A PAVED ROAD LEADING NORTH TO THE ARLINGTON BAPTIST COLLEGE AND
 CS2561'WORLD BAPTIST FOLLOWSHIP MISSION, 38.1 M (125.0 FT) WEST OF THE CENTER
 CS2561'OF THE ROAD, 24.7 M (81.0 FT) NORTH OF THE CENTERLINE OF THE WEST
 CS2561'BOUND LANES OF THE HIGHWAY, 18.9 M (62.0 FT) NORTHWEST OF A SIGN
 CS2561'(WORLD BAPTIST FELLOWSHIP MISSION, AND 9.1 M (29.9 FT) SOUTH OF THE
 CS2561'SOUTHWEST CORNER OF THE WORLD BAPTIST FELLOWSHIP MISSION OFFICE
 CS2561'BUILDING.
 CS2561
 CS2561                          STATION RECOVERY (1996)
 CS2561
 CS2561'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0003 ***********************************************************************
 AB0003  DESIGNATION -  BROWNSVILLE 1885 1939
 AB0003  PID         -  AB0003
 AB0003  STATE/COUNTY-  TX/CAMERON
 AB0003  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0003
 AB0003                         *CURRENT SURVEY CONTROL
 AB0003  ___________________________________________________________________
 AB0003* NAD 83(1986)-  25 53 56.     (N)    097 29 29.     (W)     SCALED    
 AB0003* NAVD 88     -        10.087  (meters)      33.09   (feet)  ADJUSTED  
 AB0003  ___________________________________________________________________
 AB0003  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 AB0003  DYNAMIC HT  -          10.071 (meters)      33.04  (feet)  COMP
 AB0003  MODELED GRAV-     979,024.9   (mgal)                       NAVD 88
 AB0003
 AB0003  VERT ORDER  -  FIRST     CLASS II
 AB0003
 AB0003.The horizontal coordinates were scaled from a topographic map and have
 AB0003.an estimated accuracy of +/- 6 seconds.
 AB0003
 AB0003.The orthometric height was determined by differential leveling
 AB0003.and adjusted by the National Geodetic Survey in June 1991..
 AB0003
 AB0003.The geoid height was determined by GEOID03.
 AB0003
 AB0003.The dynamic height is computed by dividing the NAVD 88
 AB0003.geopotential number by the normal gravity value computed on the
 AB0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0003.degrees latitude (g = 980.6199 gals.).
 AB0003
 AB0003.The modeled gravity was interpolated from observed gravity values.
 AB0003
 AB0003;                    North         East    Units  Estimated Accuracy
 AB0003;SPC TX S     - 5,026,130.      401,070.      MT  (+/- 180 meters Scaled)
 AB0003
 AB0003                          SUPERSEDED SURVEY CONTROL
 AB0003
 AB0003  NGVD 29 (??/??/92)   10.169  (m)           33.36   (f) ADJ UNCH    1 2
 AB0003
 AB0003.Superseded values are not recommended for survey control.
 AB0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0003.See file dsdata.txt to determine how the superseded data were derived.
 AB0003
 AB0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP511653(NAD 83)
 AB0003_MARKER: DS = TRIANGULATION STATION DISK
 AB0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0003_SP_SET: CURB
 AB0003_STAMPING: BROWNSVILLE 1885 1939
 AB0003_MARK LOGO: CGS   
 AB0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0003
 AB0003  HISTORY     - Date     Condition        Report By
 AB0003  HISTORY     - 1939     MONUMENTED       IBC
 AB0003  HISTORY     - 1951     GOOD             NGS
 AB0003  HISTORY     - 1982     POOR             NGS
 AB0003  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0003  HISTORY     - 19910313 POOR             USPSQD
 AB0003
 AB0003                          STATION DESCRIPTION
 AB0003
 AB0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0003'IN BROWNSVILLE.
 AB0003'4 BLOCKS NORTHEAST ALONG 14TH STREET FROM THE GATEWAY BRIDGE, THENCE
 AB0003'0.1 MILE SOUTHEAST ALONG JEFFERSON STREET, THENCE 0.15 MILE SOUTHEAST
 AB0003'ALONG HEINTZEIMAN ROAD, AT THE FORT BROWNSVILLE RESERVATION WHICH IS
 AB0003'NOW OCCUPIED BY TEXAS SOUTHMOST COLLEGE, 113 FEET EAST OF THE DOOR TO
 AB0003'THE EVENING SCHOOL OFFICE, 43.7 FEET EAST OF THE NORTH CORNER OF
 AB0003'BUILDING 95, 25 FEET SOUTHWEST OF THE SOUTHWEST CURB OF HEINTZEIMAN
 AB0003'ROAD, 14.3 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK, 6.3
 AB0003'FEET NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, SET IN THE TOP OF
 AB0003'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND SURROUNDED BY A 4
 AB0003'INCH CONCRETE CURB WHICH IS 2 FEET SQUARE.
 AB0003
 AB0003                          STATION RECOVERY (1982)
 AB0003
 AB0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0003'NOT LEVELED IN 1982 MARK LOOSE IN THE GROUND, A NEW DESCRIPTION FOLLOW
 AB0003'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE POS
 AB0003'OFFICE IN BROWNSVILLE, THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG STATE
 AB0003'HIGHWAY 4 (INTERNATIONAL BOULEVARD), THENCE 0.2 KM (0.15 MI) SOUTHEAST
 AB0003'ALONG RIDGELY ROAD, THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG A PAVED
 AB0003'STREET TO BUILDING 95-1 95-B, 1.8 M (6.0 FT) WEST NORTHWEST OF THE
 AB0003'WEST NORTHWEST EDGE OF THE SIDEWALK LEADING TO THE NORTH ENTRANCE TO
 AB0003'BUILDING 95-A 95-B, 4.7 M (15.5 FT) SOUTH OF A POWERLINE POLE WITH A
 AB0003'LARGE TRANSFORMER, 8.9 M (29.5 FT) NORTH OF THE CENTER OF THE NORTH
 AB0003'ENTRANCE DOOR TO BUILDING 95-A 95-B, 19.8 M (65.0 FT) NORTH NORTHWEST
 AB0003'OF THE NORTHEAST CORNER OF THE BUILDING, 13.1 M (43.5 FT) EAST OF THE
 AB0003'SOUTHWEST CORNER OF THE BUILDING, 18.7 M (61.5 FT) WEST SOUTHWEST OF A
 AB0003'POWERLINE POLE WITH 3 TRANSFORMERS, AND 15.94 M (52.3 FT) SOUTHWEST OF
 AB0003'RM 1.
 AB0003'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 AB0003
 AB0003                          STATION RECOVERY (1990)
 AB0003
 AB0003'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0003'MARK NOT FOUND.
 AB0003
 AB0003                          STATION RECOVERY (1991)
 AB0003
 AB0003'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0003'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0001 ***********************************************************************
 AB0001  DESIGNATION -  BROWNSVILLE AZ MK 1947
 AB0001  PID         -  AB0001
 AB0001  STATE/COUNTY-  TX/CAMERON
 AB0001  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0001
 AB0001                         *CURRENT SURVEY CONTROL
 AB0001  ___________________________________________________________________
 AB0001* NAD 83(1986)-  25 54 01.     (N)    097 29 36.     (W)     SCALED    
 AB0001* NAVD 88     -        10.199  (meters)      33.46   (feet)  ADJUSTED  
 AB0001  ___________________________________________________________________
 AB0001  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AB0001  DYNAMIC HT  -          10.183 (meters)      33.41  (feet)  COMP
 AB0001  MODELED GRAV-     979,024.8   (mgal)                       NAVD 88
 AB0001
 AB0001  VERT ORDER  -  FIRST     CLASS II
 AB0001
 AB0001.The horizontal coordinates were scaled from a topographic map and have
 AB0001.an estimated accuracy of +/- 6 seconds.
 AB0001
 AB0001.The orthometric height was determined by differential leveling
 AB0001.and adjusted by the National Geodetic Survey in June 1991..
 AB0001
 AB0001.The geoid height was determined by GEOID03.
 AB0001
 AB0001.The dynamic height is computed by dividing the NAVD 88
 AB0001.geopotential number by the normal gravity value computed on the
 AB0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0001.degrees latitude (g = 980.6199 gals.).
 AB0001
 AB0001.The modeled gravity was interpolated from observed gravity values.
 AB0001
 AB0001;                    North         East    Units  Estimated Accuracy
 AB0001;SPC TX S     - 5,026,290.      400,880.      MT  (+/- 180 meters Scaled)
 AB0001
 AB0001                          SUPERSEDED SURVEY CONTROL
 AB0001
 AB0001  NGVD 29 (??/??/92)   10.28   (m)           33.7    (f) COMPUTED    1 2
 AB0001
 AB0001.Superseded values are not recommended for survey control.
 AB0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0001.See file dsdata.txt to determine how the superseded data were derived.
 AB0001
 AB0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP509655(NAD 83)
 AB0001_MARKER: DZ = AZIMUTH MARK DISK
 AB0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0001_SP_SET: CURB
 AB0001_STAMPING: BROWNSVILLE 1885 RESET 1947
 AB0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0001
 AB0001  HISTORY     - Date     Condition        Report By
 AB0001  HISTORY     - 1947     MONUMENTED       CGS
 AB0001  HISTORY     - 1951     GOOD             NGS
 AB0001  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0001  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0001
 AB0001                          STATION DESCRIPTION
 AB0001
 AB0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0001'IN BROWNSVILLE.
 AB0001'AT BROWNSVILLE, 4 BLOCKS NORTHEAST ALONG EAST 14TH STREET FROM THE
 AB0001'GATEWAY BRIDGE, THENCE 0.1 MILE SOUTHEAST ALONG JEFFERSON STREET, AT
 AB0001'THE INTERSECTION OF RIDGELY ROAD AND HEINTZEIMAN ROAD, 34 FEET WEST OF
 AB0001'THE CENTER OF THE INTERSECTION, 18 FEET NORTHWEST OF THE CENTER LINE
 AB0001'OF RIDGELY ROAD, 20 FEET SOUTHWEST OF THE CENTER LINE OF HEINTZEIMAN
 AB0001'ROAD, 47 FEET SOUTHEAST OF THE CENTER LINE OF 16TH STREET, 0.6 FOOT
 AB0001'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF THE WEST CURB. NOTE--
 AB0001'0.15 MILE NORTHWEST OF TRIANGULATION STATION BROWNSVILLE LONGITUDE.
 AB0001
 AB0001                          STATION RECOVERY (1982)
 AB0001
 AB0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0001'DISK NOT RECOVERED, NEW CURB HAS BEEN CONSTRUCTED.
 AB0001
 AB0001                          STATION RECOVERY (1991)
 AB0001
 AB0001'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1715 ***********************************************************************
 AB1715  DESIGNATION -  BROWNSVILLE CHAN RNG A F LT
 AB1715  PID         -  AB1715
 AB1715  STATE/COUNTY-  TX/CAMERON
 AB1715  USGS QUAD   -  PORT ISABEL (1983)
 AB1715
 AB1715                         *CURRENT SURVEY CONTROL
 AB1715  ___________________________________________________________________
 AB1715* NAD 83(1993)-  26 01 50.92027(N)    097 13 32.18937(W)     ADJUSTED  
 AB1715* NAVD 88     -         7.     (meters)      23.     (feet)  VERTCON   
 AB1715  ___________________________________________________________________
 AB1715  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 AB1715  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB1715
 AB1715  HORZ ORDER  -  THIRD
 AB1715
 AB1715.The horizontal coordinates were established by classical geodetic methods
 AB1715.and adjusted by the National Geodetic Survey in February 1996..
 AB1715
 AB1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1715
 AB1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1715
 AB1715.The geoid height was determined by GEOID03.
 AB1715
 AB1715;                    North         East     Units Scale Factor Converg.
 AB1715;SPC TX S     - 5,040,989.968   427,558.448   MT  1.00003700   +0 34 42.9
 AB1715;SPC TX S     -16,538,647.92  1,402,748.01   sFT  1.00003700   +0 34 42.9
 AB1715;UTM  14      - 2,880,302.763   677,548.221   MT  0.99998924   +0 46 44.1
 AB1715
 AB1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1715!SPC TX S     -   1.00000219  x   1.00003700  =   1.00003919
 AB1715!UTM  14      -   1.00000219  x   0.99998924  =   0.99999143
 AB1715
 AB1715                          SUPERSEDED SURVEY CONTROL
 AB1715
 AB1715  NAD 83(1986)-  26 01 50.92769(N)    097 13 32.15214(W) AD(       ) 4
 AB1715  NGVD 29 (06/28/90)    8.     (m)           26.     (f) VERT ANG       
 AB1715
 AB1715.Superseded values are not recommended for survey control.
 AB1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1715.See file dsdata.txt to determine how the superseded data were derived.
 AB1715
 AB1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7754880303(NAD 83)
 AB1715_MARKER: 14 = NAVIGATION LIGHT
 AB1715
 AB1715  HISTORY     - Date     Condition        Report By
 AB1715  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1715  HISTORY     - 19910429 GOOD             USPSQD
 AB1715  HISTORY     - 19930226 GOOD             USPSQD
 AB1715
 AB1715                          STATION DESCRIPTION
 AB1715
 AB1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1715'THE STATION, BROWNSVILLE SHIP CHANNEL RANGE A FRONT LIGHT
 AB1715'IS LOCATED ABOUT 5.5 KM (3.4 MI) SOUTH-SOUTHWEST OF THE PORT ISABEL
 AB1715'LIGHTHOUSE AND 3.2 KM (2 MI) SOUTHWEST OF THE SOUTH END OF LONG
 AB1715'ISLAND.
 AB1715'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1715'PHONE 512-943-2668.
 AB1715'
 AB1715'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1715'
 AB1715'THE LANDMARK IS THE EQUAL INTERVAL 6 SECOND WHITE HORIZON LIGHT
 AB1715'MOUNTED TOP CENTER ATOP A DIRECTIONAL LIGHT THAT IS CENTERED ON A
 AB1715'SLOPED FOUR LEGGED STEEL TOWER THAT SETS ON A WOODEN PLATFORM ON
 AB1715'PILINGS. AN ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK FACES
 AB1715'NORTHEAST. LIGHT IS LISTED AS 11 METERS (36 FT) ABOVE THE WATER.
 AB1715'STATION IS CARRIED IN THE 1984 U S COAST GUARD LIGHT LIST AS NUMBER
 AB1715'3434.
 AB1715'50 METERS (164 FT) NORTHWEST FROM THE SHORE LINE AND IN THE WATER.
 AB1715'
 AB1715'AN EDM TIE WAS MADE TO STATION CHANNEL.
 AB1715'
 AB1715'DESCRIBED BY G. R. HEID.
 AB1715
 AB1715                          STATION RECOVERY (1991)
 AB1715
 AB1715'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1715'RECOVERED IN GOOD CONDITION.
 AB1715
 AB1715                          STATION RECOVERY (1993)
 AB1715
 AB1715'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1715'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1716 ***********************************************************************
 AB1716  DESIGNATION -  BROWNSVILLE CHAN RNG A R LT
 AB1716  PID         -  AB1716
 AB1716  STATE/COUNTY-  TX/CAMERON
 AB1716  USGS QUAD   -  PORT ISABEL (1983)
 AB1716
 AB1716                         *CURRENT SURVEY CONTROL
 AB1716  ___________________________________________________________________
 AB1716* NAD 83(1993)-  26 01 24.53200(N)    097 14 16.04393(W)     ADJUSTED  
 AB1716* NAVD 88     -        18.     (meters)      59.     (feet)  VERTCON   
 AB1716  ___________________________________________________________________
 AB1716  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AB1716  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB1716
 AB1716  HORZ ORDER  -  THIRD
 AB1716
 AB1716.The horizontal coordinates were established by classical geodetic methods
 AB1716.and adjusted by the National Geodetic Survey in February 1996..
 AB1716
 AB1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1716
 AB1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1716
 AB1716.The geoid height was determined by GEOID03.
 AB1716
 AB1716;                    North         East     Units Scale Factor Converg.
 AB1716;SPC TX S     - 5,040,165.637   426,347.289   MT  1.00003915   +0 34 23.0
 AB1716;SPC TX S     -16,535,943.43  1,398,774.40   sFT  1.00003915   +0 34 23.0
 AB1716;UTM  14      - 2,879,474.245   676,340.013   MT  0.99998396   +0 46 24.1
 AB1716
 AB1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1716!SPC TX S     -   1.00000046  x   1.00003915  =   1.00003961
 AB1716!UTM  14      -   1.00000046  x   0.99998396  =   0.99998442
 AB1716
 AB1716                          SUPERSEDED SURVEY CONTROL
 AB1716
 AB1716  NAD 83(1986)-  26 01 24.53829(N)    097 14 16.00582(W) AD(       ) 4
 AB1716  NGVD 29 (06/28/90)   19.     (m)           62.     (f) VERT ANG       
 AB1716
 AB1716.Superseded values are not recommended for survey control.
 AB1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1716.See file dsdata.txt to determine how the superseded data were derived.
 AB1716
 AB1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7634079474(NAD 83)
 AB1716_MARKER: 14 = NAVIGATION LIGHT
 AB1716
 AB1716  HISTORY     - Date     Condition        Report By
 AB1716  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1716  HISTORY     - 19910429 GOOD             USPSQD
 AB1716  HISTORY     - 19930226 GOOD             USPSQD
 AB1716
 AB1716                          STATION DESCRIPTION
 AB1716
 AB1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1716'THE STATION, BROWNSVILLE SHIP CHANNEL RANGE A REAR LIGHT
 AB1716'IS LOCATED ABOUT 6.5 KM (4 MI) SOUTH-SOUTHWEST OF THE PORT ISABEL
 AB1716'LIGHTHOUSE, 5.1 KM (3.2 MI) SOUTHWEST OF THE SOUTH END OF LONG
 AB1716'ISLAND, 1.6 KM (1 MI) NORTHEAST OF LOMA DEL POTRERO CERCADO AND ON
 AB1716'A LEVEE ON A SPOIL BANK.
 AB1716'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1716'PHONE 512-943-2668.
 AB1716'
 AB1716'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1716'
 AB1716'THE LANDMARK IS THE CENTER OF THE EQUAL INTERVAL 6 SECOND WHITE
 AB1716'DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A SLOPED FOUR LEGGED STEEL
 AB1716'TOWER SET ON MUD SILLS. AN ORANGE AND WHITE VERTICAL RECTANGULAR
 AB1716'DAYMARK FACES NORTHEAST. LIGHT IS LISTED AT 20 METERS (66 FT) ABOVE
 AB1716'THE WATER. STATION IS CARRIED IN THE 1984 U S COAST GUARD LIGHT
 AB1716'LIST AS NUMBER 3435.
 AB1716'50 METERS (164 FT) SOUTHEAST FROM THE SHORE.
 AB1716'
 AB1716'AN EDM TIE WAS MADE TO STATION CHANNEL.
 AB1716'
 AB1716'DESCRIBED BY G. R. HEID.
 AB1716
 AB1716                          STATION RECOVERY (1991)
 AB1716
 AB1716'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1716'RECOVERED IN GOOD CONDITION.
 AB1716
 AB1716                          STATION RECOVERY (1993)
 AB1716
 AB1716'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1716'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1717 ***********************************************************************
 AB1717  DESIGNATION -  BROWNSVILLE CHAN RNG B F LT
 AB1717  PID         -  AB1717
 AB1717  STATE/COUNTY-  TX/CAMERON
 AB1717  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1717
 AB1717                         *CURRENT SURVEY CONTROL
 AB1717  ___________________________________________________________________
 AB1717* NAD 83(1993)-  26 00 52.68244(N)    097 15 45.87403(W)     ADJUSTED  
 AB1717* NAVD 88     -        10.     (meters)      33.     (feet)  VERTCON   
 AB1717  ___________________________________________________________________
 AB1717  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AB1717  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB1717
 AB1717  HORZ ORDER  -  THIRD
 AB1717
 AB1717.The horizontal coordinates were established by classical geodetic methods
 AB1717.and adjusted by the National Geodetic Survey in February 1996..
 AB1717
 AB1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1717
 AB1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1717
 AB1717.The geoid height was determined by GEOID03.
 AB1717
 AB1717;                    North         East     Units Scale Factor Converg.
 AB1717;SPC TX S     - 5,039,160.754   423,859.203   MT  1.00004177   +0 33 42.2
 AB1717;SPC TX S     -16,532,646.57  1,390,611.40   sFT  1.00004177   +0 33 42.2
 AB1717;UTM  14      - 2,878,460.730   673,855.609   MT  0.99997321   +0 45 43.8
 AB1717
 AB1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1717!SPC TX S     -   1.00000172  x   1.00004177  =   1.00004349
 AB1717!UTM  14      -   1.00000172  x   0.99997321  =   0.99997493
 AB1717
 AB1717                          SUPERSEDED SURVEY CONTROL
 AB1717
 AB1717  NAD 83(1986)-  26 00 52.68610(N)    097 15 45.83316(W) AD(       ) 4
 AB1717  NGVD 29 (06/28/90)   11.     (m)           36.     (f) VERT ANG       
 AB1717
 AB1717.Superseded values are not recommended for survey control.
 AB1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1717.See file dsdata.txt to determine how the superseded data were derived.
 AB1717
 AB1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7385678461(NAD 83)
 AB1717_MARKER: 14 = NAVIGATION LIGHT
 AB1717
 AB1717  HISTORY     - Date     Condition        Report By
 AB1717  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1717  HISTORY     - 19910429 GOOD             USPSQD
 AB1717  HISTORY     - 19930226 GOOD             USPSQD
 AB1717
 AB1717                          STATION DESCRIPTION
 AB1717
 AB1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1717'THE STATION, BROWNSVILLE SHIP CHANNEL RANGE B FRONT LIGHT
 AB1717'IS LOCATED ABOUT 8.7 KM (6.4 MI) SOUTHWEST OF THE PORT ISABEL
 AB1717'LIGHTHOUSE, 0.8 KM (0.5 MI) NORTHEAST OF THE CONFLUENCE OF THE
 AB1717'CHANNEL AND THE BAHIA GRANDE AND IN THE WATER.
 AB1717'OWNERSHIP--U S COAST GUARD SATION, SOUTH PADRE ISLAND TX 78597,
 AB1717'PHONE 512-943-2668.
 AB1717'
 AB1717'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1717'
 AB1717'THE LANDMARK IS THE 2.5 SECOND FLASHING RED HORIZON LIGHT MOUNTED
 AB1717'ON A DIRECTIONAL LIGHT AFFIXED TOP CENTER ON A POLE ON A SQUARE
 AB1717'FOUR LEGGED STEEL TOWER SET ON A PLATFORM ON PILING. AN ORANGE AND
 AB1717'WHITE VERTICAL RECTANGULAR DAYMARK FACES NORTHEAST. LIGHT IS LISTED
 AB1717'AT 10 METERS (33 FT) ABOVE THE WATER. STATION IS CARRIED IN THE 1984
 AB1717'U S COAST GUARD LIGHT LIST AS NUMBER 3441.
 AB1717'15 METERS (49 FT) NORTHEAST FROM THE SHORE.
 AB1717'
 AB1717'AN EDM TIE WAS MADE TO STATION CHANNEL.
 AB1717'
 AB1717'DESCRIBED BY G. R. HEID.
 AB1717
 AB1717                          STATION RECOVERY (1991)
 AB1717
 AB1717'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1717'RECOVERED IN GOOD CONDITION.
 AB1717
 AB1717                          STATION RECOVERY (1993)
 AB1717
 AB1717'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1717'RECOVERED AS DECRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1718 ***********************************************************************
 AB1718  DESIGNATION -  BROWNSVILLE CHAN RNG B R LT
 AB1718  PID         -  AB1718
 AB1718  STATE/COUNTY-  TX/CAMERON
 AB1718  USGS QUAD   -  LAGUNA VISTA (1983)
 AB1718
 AB1718                         *CURRENT SURVEY CONTROL
 AB1718  ___________________________________________________________________
 AB1718* NAD 83(1993)-  26 00 28.11985(N)    097 16 39.24032(W)     ADJUSTED  
 AB1718* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AB1718  ___________________________________________________________________
 AB1718  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AB1718  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 AB1718
 AB1718  HORZ ORDER  -  THIRD
 AB1718
 AB1718.The horizontal coordinates were established by classical geodetic methods
 AB1718.and adjusted by the National Geodetic Survey in February 1996..
 AB1718
 AB1718.The orthometric height was scaled from a topographic map.
 AB1718
 AB1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1718
 AB1718.The geoid height was determined by GEOID03.
 AB1718
 AB1718;                    North         East     Units Scale Factor Converg.
 AB1718;SPC TX S     - 5,038,390.394   422,382.575   MT  1.00004381   +0 33 18.0
 AB1718;SPC TX S     -16,530,119.15  1,385,766.83   sFT  1.00004381   +0 33 18.0
 AB1718;UTM  14      - 2,877,685.265   672,381.794   MT  0.99996691   +0 45 19.7
 AB1718
 AB1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1718!SPC TX S     -   1.00000338  x   1.00004381  =   1.00004719
 AB1718!UTM  14      -   1.00000338  x   0.99996691  =   0.99997029
 AB1718
 AB1718                          SUPERSEDED SURVEY CONTROL
 AB1718
 AB1718  NAD 83(1986)-  26 00 28.12225(N)    097 16 39.19909(W) AD(       ) 4
 AB1718
 AB1718.Superseded values are not recommended for survey control.
 AB1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1718.See file dsdata.txt to determine how the superseded data were derived.
 AB1718
 AB1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7238277685(NAD 83)
 AB1718_MARKER: 14 = NAVIGATION LIGHT
 AB1718
 AB1718  HISTORY     - Date     Condition        Report By
 AB1718  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1718  HISTORY     - 19910429 GOOD             USPSQD
 AB1718  HISTORY     - 19930226 GOOD             USPSQD
 AB1718
 AB1718                          STATION DESCRIPTION
 AB1718
 AB1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1718'THE STATION, BROWNSVILLE SHIP CHANNEL RANGE B REAR LIGHT
 AB1718'IS LOCATED ABOUT 10.3 KM (6.4 MI) SOUTHWEST OF THE PORT ISABEL
 AB1718'LIGHTHOUSE, 0.8 KM (0.5 MI) SOUTHWEST OF THE CONFLUENCE OF THE
 AB1718'CHANNEL AND THE BAHIA GRANDE AND AT THE SOUTHEAST TIP OF PUERTA DE
 AB1718'TRANCAS ON THE SHORE.
 AB1718'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1718'PHONE 512-943-2668.
 AB1718'
 AB1718'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1718'
 AB1718'THE LANDMARK IS THE CENTER OF THE 6 SECOND FLASHING RED DIRECTIONAL
 AB1718'LIGHT MOUNTED TOP CENTER ON A SLOPED FOUR LEGGED STEEL TOWER SET ON
 AB1718'MUD SILLS. AN ORANGE AND WHITE VERTICAL RECTANGUALR DAYMARK FACES
 AB1718'NORTHEAST. LIGHT IS LISTED AT 18 METERS (59 FT) ABOVE THE WATER.
 AB1718'STATION IS CARRIED IN THE 1984 U S COAST GUARD LIGHT LIST AS NUMBER
 AB1718'3442.
 AB1718'60 METERS (197 FT) NORTHWEST FROM THE WATERLINE.
 AB1718'
 AB1718'TRANCAS RM 2 IS SET DIRECTLY UNDER THE LIGHT. A TAPED TRAVERSE WAS
 AB1718'MADE TO TRANCAS RM 2 FROM TRANCAS.
 AB1718'DESCRIBED BY G. R. HEID.
 AB1718
 AB1718                          STATION RECOVERY (1991)
 AB1718
 AB1718'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1718'RECOVERED IN GOOD CONDITION.
 AB1718
 AB1718                          STATION RECOVERY (1993)
 AB1718
 AB1718'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1718'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1719 ***********************************************************************
 AB1719  DESIGNATION -  BROWNSVILLE CHAN RNG C F LT
 AB1719  PID         -  AB1719
 AB1719  STATE/COUNTY-  TX/CAMERON
 AB1719  USGS QUAD   -  PORT ISABEL (1983)
 AB1719
 AB1719                         *CURRENT SURVEY CONTROL
 AB1719  ___________________________________________________________________
 AB1719* NAD 83(1993)-  26 02 16.72098(N)    097 12 43.41087(W)     ADJUSTED  
 AB1719* NAVD 88     -        11.     (meters)      36.     (feet)  VERTCON   
 AB1719  ___________________________________________________________________
 AB1719  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AB1719  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB1719
 AB1719  HORZ ORDER  -  THIRD
 AB1719
 AB1719.The horizontal coordinates were established by classical geodetic methods
 AB1719.and adjusted by the National Geodetic Survey in February 1996..
 AB1719
 AB1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1719
 AB1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1719
 AB1719.The geoid height was determined by GEOID03.
 AB1719
 AB1719;                    North         East     Units Scale Factor Converg.
 AB1719;SPC TX S     - 5,041,797.730   428,906.524   MT  1.00003490   +0 35 05.0
 AB1719;SPC TX S     -16,541,298.05  1,407,170.82   sFT  1.00003490   +0 35 05.0
 AB1719;UTM  14      - 2,881,115.197   678,893.406   MT  0.99999516   +0 47 06.2
 AB1719
 AB1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1719!SPC TX S     -   1.00000169  x   1.00003490  =   1.00003659
 AB1719!UTM  14      -   1.00000169  x   0.99999516  =   0.99999685
 AB1719
 AB1719                          SUPERSEDED SURVEY CONTROL
 AB1719
 AB1719  NAD 83(1986)-  26 02 16.72975(N)    097 12 43.37429(W) AD(       ) 4
 AB1719  NGVD 29 (06/28/90)   11.     (m)           36.     (f) VERT ANG       
 AB1719
 AB1719.Superseded values are not recommended for survey control.
 AB1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1719.See file dsdata.txt to determine how the superseded data were derived.
 AB1719
 AB1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7889381115(NAD 83)
 AB1719_MARKER: 14 = NAVIGATION LIGHT
 AB1719
 AB1719  HISTORY     - Date     Condition        Report By
 AB1719  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1719  HISTORY     - 19910429 GOOD             USPSQD
 AB1719  HISTORY     - 19930226 GOOD             USPSQD
 AB1719
 AB1719                          STATION DESCRIPTION
 AB1719
 AB1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1719'THE STATION, BROWNSVILLE SHIP CHANNEL RANGE C FRONT LIGHT
 AB1719'IS LOCATED ABOUT 4.3 KM (2.7 MI) SOUTH OF THE PORT ISABEL
 AB1719'LIGHTHOUSE AND 1.8 KM (1.1 MI) SOUTHWEST OF THE SOUTH END OF LONG
 AB1719'ISLAND.
 AB1719'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1719'PHONE 512-943-2668.
 AB1719'
 AB1719'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1719'
 AB1719'THE LANDMARK IS THE CENTER OF THE QUICK FLASH GREEN DIRECTIONAL
 AB1719'LIGHT MOUNTED ON A POLE TOP CENTER ON A SQUARE FOUR LEGGED STEEL
 AB1719'TOWER THAT SETS ON A WOODEN PLATFORM ON PILINGS. A GREEN HORIZON
 AB1719'LIGHT ON A POLE IS MOUNTED ON THE SOUTH CORNER OF THE TOWER. AN
 AB1719'ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK FACES SOUTHWEST.
 AB1719'LIGHT IS LISTED A 11 METERS (36 FT) ABOVE THE WATER. STATION IS
 AB1719'CARRIED IN THE 1984 U S COAST GUARD LIGHT LIST AS NUMBER 3432.
 AB1719'50 METERS (164 FT) NORTHWEST FROM THE SHORE LINE AND IN THE WATER.
 AB1719'
 AB1719'AN EDM TIE WAS MADE TO STATION CHANNEL.
 AB1719'
 AB1719'DESCRIBED BY G. R. HEID.
 AB1719
 AB1719                          STATION RECOVERY (1991)
 AB1719
 AB1719'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1719'RECOVERED IN GOOD CONDITION.
 AB1719
 AB1719                          STATION RECOVERY (1993)
 AB1719
 AB1719'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1719'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1720 ***********************************************************************
 AB1720  DESIGNATION -  BROWNSVILLE CHAN RNG C R LT
 AB1720  PID         -  AB1720
 AB1720  STATE/COUNTY-  TX/CAMERON
 AB1720  USGS QUAD   -  PORT ISABEL (1983)
 AB1720
 AB1720                         *CURRENT SURVEY CONTROL
 AB1720  ___________________________________________________________________
 AB1720* NAD 83(1993)-  26 02 37.71414(N)    097 11 57.76732(W)     ADJUSTED  
 AB1720* NAVD 88     -                                                        
 AB1720  ___________________________________________________________________
 AB1720  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AB1720  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB1720
 AB1720  HORZ ORDER  -  THIRD
 AB1720
 AB1720.The horizontal coordinates were established by classical geodetic methods
 AB1720.and adjusted by the National Geodetic Survey in February 1996..
 AB1720
 AB1720
 AB1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1720
 AB1720.The geoid height was determined by GEOID03.
 AB1720
 AB1720;                    North         East     Units Scale Factor Converg.
 AB1720;SPC TX S     - 5,042,456.789   430,168.804   MT  1.00003322   +0 35 25.8
 AB1720;SPC TX S     -16,543,460.32  1,411,312.15   sFT  1.00003322   +0 35 25.8
 AB1720;UTM  14      - 2,881,778.641   680,153.328   MT  1.00000074   +0 47 26.8
 AB1720
 AB1720                          SUPERSEDED SURVEY CONTROL
 AB1720
 AB1720  NAD 83(1986)-  26 02 37.72639(N)    097 11 57.73421(W) AD(       ) 4
 AB1720
 AB1720.Superseded values are not recommended for survey control.
 AB1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1720.See file dsdata.txt to determine how the superseded data were derived.
 AB1720
 AB1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8015381779(NAD 83)
 AB1720_MARKER: 14 = NAVIGATION LIGHT
 AB1720
 AB1720  HISTORY     - Date     Condition        Report By
 AB1720  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1720  HISTORY     - 19910429 GOOD             USPSQD
 AB1720  HISTORY     - 19930226 GOOD             USPSQD
 AB1720
 AB1720                          STATION DESCRIPTION
 AB1720
 AB1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1720'THE STATION, BROWNSVILLE SHIP CHANNEL RANGE C REAR LIGHT
 AB1720'IS LOCATED ABOUT 3.9 KM (2.4 MI) SOUTH OF THE PORT ISABEL
 AB1720'LIGHTHOUSE, 0.5 KM (0.3 MI) SOUTHWEST OF THE SOUTH END OF LONG
 AB1720'ISLAND AND ON A SPOIL BANK.
 AB1720'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1720'PHONE 512-943-2668.
 AB1720'
 AB1720'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1720'
 AB1720'THE LANDMARK IS THE CENTER OF THE EQUAL INTERVAL 6 SECOND GREEN
 AB1720'DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A SLOPED FOUR LEGGED STEEL
 AB1720'TOWER SET ON MUD SILLS. AN ORANGE AND WHITE VERTICAL RECTANGULAR
 AB1720'DAYMARK FACES SOUTHWEST. LIGHT IS LISTED AT 19 METERS (62 FT) ABOVE
 AB1720'THE WATER. STATION IS CARRIED IN THE 1984 U S COAST GUARD LIGHT
 AB1720'LIST AS NUMBER 3433.
 AB1720'125 METERS (410 FT) SOUTHEAST FROM THE SOUTHEAST SHORE.
 AB1720'
 AB1720'DESCRIBED BY G. R. HEID.
 AB1720
 AB1720                          STATION RECOVERY (1991)
 AB1720
 AB1720'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1720'RECOVERED IN GOOD CONDITION.
 AB1720
 AB1720                          STATION RECOVERY (1993)
 AB1720
 AB1720'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1720'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1721 ***********************************************************************
 AB1721  DESIGNATION -  BROWNSVILLE CHAN RNG D F LT
 AB1721  PID         -  AB1721
 AB1721  STATE/COUNTY-  TX/CAMERON
 AB1721  USGS QUAD   -  PALMITO HILL (1983)
 AB1721
 AB1721                         *CURRENT SURVEY CONTROL
 AB1721  ___________________________________________________________________
 AB1721* NAD 83(1993)-  25 58 28.54018(N)    097 19 56.85262(W)     ADJUSTED  
 AB1721* NAVD 88     -        10.     (meters)      33.     (feet)  VERTCON   
 AB1721  ___________________________________________________________________
 AB1721  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 AB1721  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 AB1721
 AB1721  HORZ ORDER  -  THIRD
 AB1721
 AB1721.The horizontal coordinates were established by classical geodetic methods
 AB1721.and adjusted by the National Geodetic Survey in February 1996..
 AB1721
 AB1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1721
 AB1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1721
 AB1721.The geoid height was determined by GEOID03.
 AB1721
 AB1721;                    North         East     Units Scale Factor Converg.
 AB1721;SPC TX S     - 5,034,658.342   416,921.299   MT  1.00005393   +0 31 48.3
 AB1721;SPC TX S     -16,517,874.91  1,367,849.30   sFT  1.00005393   +0 31 48.3
 AB1721;UTM  14      - 2,873,934.480   666,934.116   MT  0.99994409   +0 43 49.8
 AB1721
 AB1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1721!SPC TX S     -   1.00000182  x   1.00005393  =   1.00005575
 AB1721!UTM  14      -   1.00000182  x   0.99994409  =   0.99994591
 AB1721
 AB1721                          SUPERSEDED SURVEY CONTROL
 AB1721
 AB1721  NAD 83(1986)-  25 58 28.54012(N)    097 19 56.80838(W) AD(       ) 4
 AB1721  NGVD 29 (06/28/90)   10.     (m)           33.     (f) VERT ANG       
 AB1721
 AB1721.Superseded values are not recommended for survey control.
 AB1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1721.See file dsdata.txt to determine how the superseded data were derived.
 AB1721
 AB1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6693473934(NAD 83)
 AB1721_MARKER: 14 = NAVIGATION LIGHT
 AB1721
 AB1721  HISTORY     - Date     Condition        Report By
 AB1721  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1721  HISTORY     - 19910429 GOOD             USPSQD
 AB1721  HISTORY     - 19930226 GOOD             USPSQD
 AB1721
 AB1721                          STATION DESCRIPTION
 AB1721
 AB1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1721'THE STATION, BROWNSVILLE SHIP CHANNEL RANGE D FRONT LIGHT
 AB1721'IS LOCATED ABOUT 7.5 KM (4.7 MI) NORTHEAST OF THE SOUTHWEST END OF
 AB1721'THE CHANNEL, 0.8 KM (0.5 MI) EAST OF THE ENTRANCE TO THE
 AB1721'BROWNSVILLE FISHING HARBOR AND IN THE WATER.
 AB1721'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1721'PHONE 512-943-2668.
 AB1721'
 AB1721'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1721'
 AB1721'THE LANDMARK IS THE CENTER OF THE QUICK FLASH WHITE HORIZON LIGHT
 AB1721'ON A POLE MOUNTED TOP CENTER ON A SQUARE FOUR LEGGED STEEL TOWER
 AB1721'SET ON A PLATFORM ON PILINGS. AN ORANGE AND GREEN VERTICAL
 AB1721'RECTANGULAR DAYMARK FACES NORTHEAST. LIGHT IS LISTED AT 10 METERS
 AB1721'(33 FT) ABOVE THE WATER. STATION IS CARRIED IN THE 1984 U S COAST
 AB1721'GUARD LIGHT LIST AS NUMBER 3449.
 AB1721'5 METERS (16 FT) FROM THE SOUTH SHORE.
 AB1721'
 AB1721'AN EDM TIE WAS MADE TO STATION RANGE GEE.
 AB1721'
 AB1721'DESCRIBED BY G. R. HEID.
 AB1721
 AB1721                          STATION RECOVERY (1991)
 AB1721
 AB1721'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1721'RECOVERED IN GOOD CONDITION.
 AB1721
 AB1721                          STATION RECOVERY (1993)
 AB1721
 AB1721'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1721'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1722 ***********************************************************************
 AB1722  DESIGNATION -  BROWNSVILLE CHAN RNG D R LT
 AB1722  PID         -  AB1722
 AB1722  STATE/COUNTY-  TX/CAMERON
 AB1722  USGS QUAD   -  PALMITO HILL (1983)
 AB1722
 AB1722                         *CURRENT SURVEY CONTROL
 AB1722  ___________________________________________________________________
 AB1722* NAD 83(1993)-  25 58 03.98211(N)    097 20 40.59821(W)     ADJUSTED  
 AB1722* NAVD 88     -        18.     (meters)      59.     (feet)  VERTCON   
 AB1722  ___________________________________________________________________
 AB1722  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 AB1722  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 AB1722
 AB1722  HORZ ORDER  -  THIRD
 AB1722
 AB1722.The horizontal coordinates were established by classical geodetic methods
 AB1722.and adjusted by the National Geodetic Survey in February 1996..
 AB1722.No horizontal observational check was made to the station.
 AB1722
 AB1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1722
 AB1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1722
 AB1722.The geoid height was determined by GEOID03.
 AB1722
 AB1722;                    North         East     Units Scale Factor Converg.
 AB1722;SPC TX S     - 5,033,891.375   415,711.357   MT  1.00005605   +0 31 28.4
 AB1722;SPC TX S     -16,515,358.62  1,363,879.68   sFT  1.00005605   +0 31 28.4
 AB1722;UTM  14      - 2,873,163.372   665,727.001   MT  0.99993913   +0 43 30.0
 AB1722
 AB1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1722!SPC TX S     -   1.00000055  x   1.00005605  =   1.00005660
 AB1722!UTM  14      -   1.00000055  x   0.99993913  =   0.99993968
 AB1722
 AB1722                          SUPERSEDED SURVEY CONTROL
 AB1722
 AB1722  NAD 83(1986)-  25 58 03.98260(N)    097 20 40.55419(W) AD(       ) 4
 AB1722  NGVD 29 (06/28/90)   18.     (m)           59.     (f) VERT ANG       
 AB1722
 AB1722.Superseded values are not recommended for survey control.
 AB1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1722.See file dsdata.txt to determine how the superseded data were derived.
 AB1722
 AB1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6572773163(NAD 83)
 AB1722_MARKER: 14 = NAVIGATION LIGHT
 AB1722
 AB1722  HISTORY     - Date     Condition        Report By
 AB1722  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1722  HISTORY     - 19910429 GOOD             USPSQD
 AB1722  HISTORY     - 19930226 GOOD             USPSQD
 AB1722
 AB1722                          STATION DESCRIPTION
 AB1722
 AB1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1722'THE STATION, BROWNSVILLE SHIP CHANNEL RANGE D REAR LIGHT
 AB1722'IS LOCATED ABOUT 6.5 KM (4 MI) NORTHEAST OF THE SOUTHWEST END
 AB1722'OF THE CHANNEL, 0.65 KM (0.4 MI) SOUTH-SOUTHWEST OF THE ENTRANCE TO
 AB1722'THE BROWNSVILLE FISHING HARBOR AND IN A FILL AREA JUST NORTHEAST OF
 AB1722'THE LAST BUILDING TO THE EAST AT THE BROWNSVILLE NAVIGATION DISTRICT.
 AB1722'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1722'PHONE 512-943-2668.
 AB1722'
 AB1722'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1722'
 AB1722'THE LANDMARK IS THE CENTER OF THE EQUAL INTERVAL 6 SECOND WHITE
 AB1722'DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A SLOPED FOUR LEGGED STEEL
 AB1722'TOWER SET ON MUD SILLS. AN ORANGE AND GREEN VERTICAL RECTANGULAR
 AB1722'DAYMARK FACES NORTHEAST. LIGHT IS LISTED AT 19 METERS (62 FT)
 AB1722'ABOVE THE WATER. STATION IS CARRIED IN THE 1984 U S COAST GUARD
 AB1722'LIGHT LIST AS NUMBER 3450.
 AB1722'75 METERS (246 FT) NORTHWEST FROM THE ACCESS ROAD.
 AB1722'
 AB1722'AN EDM TIE WAS MADE TO STATION RANGE GEE.
 AB1722'
 AB1722'DESCRIBED BY G. R. HEID.
 AB1722
 AB1722                          STATION RECOVERY (1991)
 AB1722
 AB1722'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1722'RECOVERED IN GOOD CONDITION.
 AB1722
 AB1722                          STATION RECOVERY (1993)
 AB1722
 AB1722'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1722'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1723 ***********************************************************************
 AB1723  DESIGNATION -  BROWNSVILLE CHAN RNG E F LT
 AB1723  PID         -  AB1723
 AB1723  STATE/COUNTY-  TX/CAMERON
 AB1723  USGS QUAD   -  PORT ISABEL (1983)
 AB1723
 AB1723                         *CURRENT SURVEY CONTROL
 AB1723  ___________________________________________________________________
 AB1723* NAD 83(1993)-  26 01 27.57245(N)    097 14 37.33167(W)     ADJUSTED  
 AB1723* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 AB1723  ___________________________________________________________________
 AB1723  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AB1723  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB1723
 AB1723  HORZ ORDER  -  THIRD
 AB1723
 AB1723.The horizontal coordinates were established by classical geodetic methods
 AB1723.and adjusted by the National Geodetic Survey in February 1996..
 AB1723
 AB1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1723
 AB1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1723
 AB1723.The geoid height was determined by GEOID03.
 AB1723
 AB1723;                    North         East     Units Scale Factor Converg.
 AB1723;SPC TX S     - 5,040,253.298   425,754.460   MT  1.00003890   +0 34 13.3
 AB1723;SPC TX S     -16,536,231.03  1,396,829.42   sFT  1.00003890   +0 34 13.3
 AB1723;UTM  14      - 2,879,559.827   675,746.914   MT  0.99998138   +0 46 14.8
 AB1723
 AB1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1723!SPC TX S     -   1.00000189  x   1.00003890  =   1.00004079
 AB1723!UTM  14      -   1.00000189  x   0.99998138  =   0.99998327
 AB1723
 AB1723                          SUPERSEDED SURVEY CONTROL
 AB1723
 AB1723  NAD 83(1986)-  26 01 27.57835(N)    097 14 37.29375(W) AD(       ) 4
 AB1723  NGVD 29 (06/28/90)    9.     (m)           30.     (f) VERT ANG       
 AB1723
 AB1723.Superseded values are not recommended for survey control.
 AB1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1723.See file dsdata.txt to determine how the superseded data were derived.
 AB1723
 AB1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7574779560(NAD 83)
 AB1723_MARKER: 14 = NAVIGATION LIGHT
 AB1723
 AB1723  HISTORY     - Date     Condition        Report By
 AB1723  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1723  HISTORY     - 19910429 GOOD             USPSQD
 AB1723  HISTORY     - 19930226 GOOD             USPSQD
 AB1723
 AB1723                          STATION DESCRIPTION
 AB1723
 AB1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1723'THE STATION, BROWNSVILLE SHIP CHANNEL RANGE E FRONT LIGHT
 AB1723'IS LOCATED ABOUT 6.8 KM (4.2 MI) SOUTHWEST OF THE PORT ISABEL
 AB1723'LIGHTHOUSE, 1.1 KM (0.7 MI) NORTHEAST OF THE NORTHEAST END OF LOMA
 AB1723'DEL POTRERO CERCADO.
 AB1723'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1723'PHONE 512-943-2668.
 AB1723'
 AB1723'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1723'
 AB1723'THE LANDMARK IS THE 2.5 SECOND FLASHING WHITE HORIZON LIGHT MOUNTED
 AB1723'ON A DIRECTIONAL LIGHT ON A POLE TOP CENTER ON A SQUARE FOUR LEGGED
 AB1723'STEEL TOWER THAT SETS ON A WOODEN PLATFORM ON PILINGS. AN ORANGE
 AB1723'AND WHITE VERTICAL RECTANGULAR DAYMARK FACES SOUTHWEST. LIGHT IS
 AB1723'LISTED AT 10 METERS (33 FT) ABOVE THE WATER. STATION IS CARRIED IN
 AB1723'THE 1984 U S COAST GUARD LIGHT LIST AS NUMBER 3438.
 AB1723'75 METERS (246 FT) SOUTHEAST FROM THE SHORE AND IN THE WATER.
 AB1723'
 AB1723'AN EDM TIE WAS MADE TO STATION CHANNEL.
 AB1723'
 AB1723'DESCRIBED BY G. R. HEID.
 AB1723
 AB1723                          STATION RECOVERY (1991)
 AB1723
 AB1723'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1723'RECOVERED IN GOOD CONDITION.
 AB1723
 AB1723                          STATION RECOVERY (1993)
 AB1723
 AB1723'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1723'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1724 ***********************************************************************
 AB1724  DESIGNATION -  BROWNSVILLE CHAN RNG E R LT
 AB1724  PID         -  AB1724
 AB1724  STATE/COUNTY-  TX/CAMERON
 AB1724  USGS QUAD   -  PORT ISABEL (1983)
 AB1724
 AB1724                         *CURRENT SURVEY CONTROL
 AB1724  ___________________________________________________________________
 AB1724* NAD 83(1993)-  26 01 52.67835(N)    097 13 52.52762(W)     ADJUSTED  
 AB1724* NAVD 88     -        18.     (meters)      59.     (feet)  VERTCON   
 AB1724  ___________________________________________________________________
 AB1724  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AB1724  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB1724
 AB1724  HORZ ORDER  -  THIRD
 AB1724
 AB1724.The horizontal coordinates were established by classical geodetic methods
 AB1724.and adjusted by the National Geodetic Survey in February 1996..
 AB1724
 AB1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1724
 AB1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1724
 AB1724.The geoid height was determined by GEOID03.
 AB1724
 AB1724;                    North         East     Units Scale Factor Converg.
 AB1724;SPC TX S     - 5,041,038.374   426,992.443   MT  1.00003685   +0 34 33.7
 AB1724;SPC TX S     -16,538,806.73  1,400,891.04   sFT  1.00003685   +0 34 33.7
 AB1724;UTM  14      - 2,880,349.187   676,982.078   MT  0.99998676   +0 46 35.2
 AB1724
 AB1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1724!SPC TX S     -   1.00000055  x   1.00003685  =   1.00003740
 AB1724!UTM  14      -   1.00000055  x   0.99998676  =   0.99998731
 AB1724
 AB1724                          SUPERSEDED SURVEY CONTROL
 AB1724
 AB1724  NAD 83(1986)-  26 01 52.68531(N)    097 13 52.49040(W) AD(       ) 4
 AB1724  NGVD 29 (06/28/90)   18.     (m)           59.     (f) VERT ANG       
 AB1724
 AB1724.Superseded values are not recommended for survey control.
 AB1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1724.See file dsdata.txt to determine how the superseded data were derived.
 AB1724
 AB1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7698280349(NAD 83)
 AB1724_MARKER: 14 = NAVIGATION LIGHT
 AB1724
 AB1724  HISTORY     - Date     Condition        Report By
 AB1724  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1724  HISTORY     - 19910429 GOOD             USPSQD
 AB1724  HISTORY     - 19930226 GOOD             USPSQD
 AB1724
 AB1724                          STATION DESCRIPTION
 AB1724
 AB1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1724'THE STATION, BROWNSVILLE SHIP CHANNEL RANGE E REAR LIGHT
 AB1724'IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF THE PORT ISABEL
 AB1724'LIGHTHOUSE, 2.6 KM (1.6 MI) NORTHEAST OF THE NORTHEAST END OF LOMA
 AB1724'DEL POTRERO CERCADO.
 AB1724'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1724'PHONE 512-943-2668.
 AB1724'
 AB1724'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1724'
 AB1724'THE LANDMARK IS THE CENTER OF THE EQUAL INTERVAL 6 SECOND WHITE
 AB1724'DIRECTIONAL LIGHT MOUNTED TOP CENTER ATOP A SLOPED FOUR LEGGED
 AB1724'STEEL TOWER SET ON MUD SILLS. AN ORANGE AND WHITE VERTICAL DAYMARK
 AB1724'FACES SOUTHWEST. LIGHT IS LISTED AT 20 METERS (66 FT) ABOVE THE
 AB1724'WATER. STATION IS CARRIED IN THE 1984 U S COAST GUARD LIGHT LIST AS
 AB1724'NUMBER 3439.
 AB1724'30 METERS (98 FT) NORTHWEST FROM THE SHORE AND ON A SPOIL BANK.
 AB1724'
 AB1724'AN EDM TIE WAS MADE TO STATION CHANNEL.
 AB1724'
 AB1724'DESCRIBED BY G. R. HEID.
 AB1724
 AB1724                          STATION RECOVERY (1991)
 AB1724
 AB1724'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1724'RECOVERED IN GOOD CONDITION.
 AB1724
 AB1724                          STATION RECOVERY (1993)
 AB1724
 AB1724'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1724'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1725 ***********************************************************************
 AB1725  DESIGNATION -  BROWNSVILLE CHAN RNG F F LT
 AB1725  PID         -  AB1725
 AB1725  STATE/COUNTY-  TX/CAMERON
 AB1725  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1725
 AB1725                         *CURRENT SURVEY CONTROL
 AB1725  ___________________________________________________________________
 AB1725* NAD 83(1993)-  25 57 02.69397(N)    097 24 11.65311(W)     ADJUSTED  
 AB1725* NAVD 88     -        11.     (meters)      36.     (feet)  VERTCON   
 AB1725  ___________________________________________________________________
 AB1725  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AB1725  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 AB1725
 AB1725  HORZ ORDER  -  THIRD
 AB1725
 AB1725.The horizontal coordinates were established by classical geodetic methods
 AB1725.and adjusted by the National Geodetic Survey in February 1996..
 AB1725.No horizontal observational check was made to the station.
 AB1725
 AB1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1725
 AB1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1725
 AB1725.The geoid height was determined by GEOID03.
 AB1725
 AB1725;                    North         East     Units Scale Factor Converg.
 AB1725;SPC TX S     - 5,031,952.848   409,856.516   MT  1.00006140   +0 29 52.6
 AB1725;SPC TX S     -16,508,998.64  1,344,670.92   sFT  1.00006140   +0 29 52.6
 AB1725;UTM  14      - 2,871,204.606   659,879.755   MT  0.99991562   +0 41 56.0
 AB1725
 AB1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1725!SPC TX S     -   1.00000166  x   1.00006140  =   1.00006306
 AB1725!UTM  14      -   1.00000166  x   0.99991562  =   0.99991728
 AB1725
 AB1725                          SUPERSEDED SURVEY CONTROL
 AB1725
 AB1725  NAD 83(1986)-  25 57 02.70294(N)    097 24 11.60907(W) AD(       ) 4
 AB1725  NGVD 29 (06/28/90)   11.     (m)           36.     (f) VERT ANG       
 AB1725
 AB1725.Superseded values are not recommended for survey control.
 AB1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1725.See file dsdata.txt to determine how the superseded data were derived.
 AB1725
 AB1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5988071205(NAD 83)
 AB1725_MARKER: 14 = NAVIGATION LIGHT
 AB1725
 AB1725  HISTORY     - Date     Condition        Report By
 AB1725  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1725  HISTORY     - 19910429 GOOD             USPSQD
 AB1725
 AB1725                          STATION DESCRIPTION
 AB1725
 AB1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1725'THE STATION, BROWNSVILLE SHIP CHANNEL RANGE F FRONT LIGHT
 AB1725'IS LOCATED AT THE SOUTHWEST OF END OF THE CHANNEL
 AB1725'AND IN LINE WITH THE CENTER OF THE CHANNEL.
 AB1725'OWNERSHIP--U S COAST GUARD, BROWNSVILLE NAVIGATIIN DISTRICT, PORT
 AB1725'OF BROWNSVILLE, POST OFFICE BOX 3070, BROWNSVILLE TX 78523, PHONE
 AB1725'512-831-4592.
 AB1725'
 AB1725'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1725'
 AB1725'THE LANDMARK IS THE CENTER OF THE QUICK FLASH GREEN DIRECTIONAL
 AB1725'LIGHT MOUNTED TOP CENTER ON A SLOPED FOUR LEGGED STEEL TOWER SET ON
 AB1725'A CONCRETE PAD. AN ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK
 AB1725'FACES NORTHEAST. LIGHT IS LISTED AS 13 METERS (43 FT) ABOVE THE
 AB1725'WATER. STATION IS CARRIED IN THE 1984 U S COAST GUARD LIGHT LIST AS
 AB1725'NUMBER 3461.
 AB1725'75 METERS (246 FT) FROM THE WATERS EDGE.
 AB1725'
 AB1725'AN EDM TIE WAS MADE TO STATION RANGE REAR.
 AB1725'
 AB1725'DESCRIBED BY G. R. HEID.
 AB1725
 AB1725                          STATION RECOVERY (1991)
 AB1725
 AB1725'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1726 ***********************************************************************
 AB1726  DESIGNATION -  BROWNSVILLE CHAN RNG G F LT
 AB1726  PID         -  AB1726
 AB1726  STATE/COUNTY-  TX/CAMERON
 AB1726  USGS QUAD   -  PALMITO HILL (1983)
 AB1726
 AB1726                         *CURRENT SURVEY CONTROL
 AB1726  ___________________________________________________________________
 AB1726* NAD 83(1993)-  25 58 43.89526(N)    097 19 22.12523(W)     ADJUSTED  
 AB1726* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 AB1726  ___________________________________________________________________
 AB1726  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 AB1726  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 AB1726
 AB1726  HORZ ORDER  -  THIRD
 AB1726
 AB1726.The horizontal coordinates were established by classical geodetic methods
 AB1726.and adjusted by the National Geodetic Survey in February 1996..
 AB1726
 AB1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1726
 AB1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1726
 AB1726.The geoid height was determined by GEOID03.
 AB1726
 AB1726;                    North         East     Units Scale Factor Converg.
 AB1726;SPC TX S     - 5,035,139.864   417,882.894   MT  1.00005261   +0 32 04.0
 AB1726;SPC TX S     -16,519,454.70  1,371,004.13   sFT  1.00005261   +0 32 04.0
 AB1726;UTM  14      - 2,874,419.310   667,893.918   MT  0.99994806   +0 44 05.4
 AB1726
 AB1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1726!SPC TX S     -   1.00000215  x   1.00005261  =   1.00005476
 AB1726!UTM  14      -   1.00000215  x   0.99994806  =   0.99995021
 AB1726
 AB1726                          SUPERSEDED SURVEY CONTROL
 AB1726
 AB1726  NAD 83(1986)-  25 58 43.89561(N)    097 19 22.08127(W) AD(       ) 4
 AB1726  NGVD 29 (06/28/90)    8.     (m)           26.     (f) VERT ANG       
 AB1726
 AB1726.Superseded values are not recommended for survey control.
 AB1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1726.See file dsdata.txt to determine how the superseded data were derived.
 AB1726
 AB1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6789474419(NAD 83)
 AB1726_MARKER: 14 = NAVIGATION LIGHT
 AB1726
 AB1726  HISTORY     - Date     Condition        Report By
 AB1726  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1726  HISTORY     - 19910429 GOOD             USPSQD
 AB1726  HISTORY     - 19930226 GOOD             USPSQD
 AB1726
 AB1726                          STATION DESCRIPTION
 AB1726
 AB1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1726'THE STATION, BROWNSVILLE SHIP CHANNEL RANGE G FRONT LIGHT
 AB1726'IS LOCATED ABOUT 8.7 KM (5.4 MI) NORTHEAST OF THE SOUTHWEST END OF
 AB1726'THE CHANNEL, 1.8 KM (1.1 MI) EAST-NORTHEAST OF THE ENTRANCE TO THE
 AB1726'BROWNSVILLE FISHING HARBOR AND IN THE WATER.
 AB1726'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1726'PHONE 512-943-2668.
 AB1726'
 AB1726'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1726'
 AB1726'THE LANDMARK IS THE CENTER OF THE QUICK FLASH GREEN DIRECTIONAL
 AB1726'LIGHT MOUNTED TOP CENTER ON A SQUARE STEEL FOUR LEGGED TOWER THAT
 AB1726'SETS ON A WOODEN PLATFORM ON PILINGS. LIGHT IS LISTED AT 8 METERS
 AB1726'(26 FT) ABOVE THE WATER. AN ORANGE AND WHITE DAYMARK FACES
 AB1726'SOUTHWEST. STATION IS CARRIED IN THE 1984 U S COAST GUARD LIGHT
 AB1726'LIST AS NUMBER 3446.
 AB1726'15 METERS (49 FT) FROM THE SOUTH SHORE.
 AB1726'
 AB1726'AN EDM TIE WAS MADE TO STATION RANGE GEE.
 AB1726'
 AB1726'DESCRIBED BY G. R. HEID.
 AB1726
 AB1726                          STATION RECOVERY (1991)
 AB1726
 AB1726'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1726'RECOVERED IN GOOD CONDITION.
 AB1726
 AB1726                          STATION RECOVERY (1993)
 AB1726
 AB1726'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1726'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1727 ***********************************************************************
 AB1727  DESIGNATION -  BROWNSVILLE CHAN RNG G R LT
 AB1727  PID         -  AB1727
 AB1727  STATE/COUNTY-  TX/CAMERON
 AB1727  USGS QUAD   -  PALMITO HILL (1983)
 AB1727
 AB1727                         *CURRENT SURVEY CONTROL
 AB1727  ___________________________________________________________________
 AB1727* NAD 83(1993)-  25 59 01.83978(N)    097 18 31.04433(W)     ADJUSTED  
 AB1727* NAVD 88     -        17.     (meters)      56.     (feet)  VERTCON   
 AB1727  ___________________________________________________________________
 AB1727  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 AB1727  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 AB1727
 AB1727  HORZ ORDER  -  THIRD
 AB1727
 AB1727.The horizontal coordinates were established by classical geodetic methods
 AB1727.and adjusted by the National Geodetic Survey in February 1996..
 AB1727
 AB1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1727
 AB1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1727
 AB1727.The geoid height was determined by GEOID03.
 AB1727
 AB1727;                    North         East     Units Scale Factor Converg.
 AB1727;SPC TX S     - 5,035,705.433   419,298.531   MT  1.00005108   +0 32 27.2
 AB1727;SPC TX S     -16,521,310.24  1,375,648.60   sFT  1.00005108   +0 32 27.2
 AB1727;UTM  14      - 2,874,989.768   669,307.426   MT  0.99995394   +0 44 28.3
 AB1727
 AB1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1727!SPC TX S     -   1.00000066  x   1.00005108  =   1.00005174
 AB1727!UTM  14      -   1.00000066  x   0.99995394  =   0.99995460
 AB1727
 AB1727                          SUPERSEDED SURVEY CONTROL
 AB1727
 AB1727  NAD 83(1986)-  25 59 01.84082(N)    097 18 31.00043(W) AD(       ) 4
 AB1727  NGVD 29 (06/28/90)   17.     (m)           56.     (f) VERT ANG       
 AB1727
 AB1727.Superseded values are not recommended for survey control.
 AB1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1727.See file dsdata.txt to determine how the superseded data were derived.
 AB1727
 AB1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6930774990(NAD 83)
 AB1727_MARKER: 14 = NAVIGATION LIGHT
 AB1727
 AB1727  HISTORY     - Date     Condition        Report By
 AB1727  HISTORY     - 1985     FIRST OBSERVED   NGS
 AB1727  HISTORY     - 19910429 GOOD             USPSQD
 AB1727  HISTORY     - 19930226 GOOD             USPSQD
 AB1727
 AB1727                          STATION DESCRIPTION
 AB1727
 AB1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1727'THE STATION, BROWNSVILLE SHIP CHANNEL RANGE G REAR LIGHT
 AB1727'IS LOCATED ABOUT 10.5 KM (6.5 MI) NORTHEAST OF THE SOUTHWEST END OF
 AB1727'THE CHANNEL, 3.5 KM (2.2 MI) EAST-NORTHEAST OF THE ENTRANCE TO THE
 AB1727'BROWNSVILLE FISHING HARBOR AND IN A VERY LARGE SPOIL AREA.
 AB1727'OWNERSHIP--U S COAST GUARD STATION, SOUTH PADRE ISLAND TX 78597,
 AB1727'PHONE 512-943-2668.
 AB1727'
 AB1727'TO REACH THE STATION, SEE GENERAL LOCATION.
 AB1727'
 AB1727'THE LANDMARK IS THE CENTER OF THE EQUAL INTERVAL 6 SECOND GREEN
 AB1727'DIRECTIONAL LIGHT MOUNTED TOP CENTER ON A SLOPED FOUR LEGGED STEEL
 AB1727'TOWER SET ON MUD SILLS. AN ORANGE AND WHITE VERTICAL DAYMARK FACES
 AB1727'SOUTHWEST. LIGHT IS LISTED AT 18 METERS (59 FT) ABOVE THE WATER.
 AB1727'STATION IS CARRIED IN THE 1984 U S COAST GUARD LIGHT LIST AS NUMBER
 AB1727'3447.
 AB1727'150 METERS (492 FT) SOUTHEAST FROM THE SOUTH SHORE.
 AB1727'
 AB1727'AN EDM TIE WAS MADE TO STATION RANGE GEE.
 AB1727'
 AB1727'DESCRIBED BY G. R. HEID.
 AB1727
 AB1727                          STATION RECOVERY (1991)
 AB1727
 AB1727'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1727'RECOVERED IN GOOD CONDITION.
 AB1727
 AB1727                          STATION RECOVERY (1993)
 AB1727
 AB1727'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1727'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1693 ***********************************************************************
 AB1693  DESIGNATION -  BROWNSVILLE FT WORTH AWY BCN 7
 AB1693  PID         -  AB1693
 AB1693  STATE/COUNTY-  TX/KENEDY
 AB1693  USGS QUAD   -  NORIAS (1982)
 AB1693
 AB1693                         *CURRENT SURVEY CONTROL
 AB1693  ___________________________________________________________________
 AB1693* NAD 83(1993)-  26 47 23.14030(N)    097 46 28.62062(W)     ADJUSTED  
 AB1693* NAVD 88     -                                                        
 AB1693  ___________________________________________________________________
 AB1693  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AB1693  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AB1693
 AB1693  HORZ ORDER  -  THIRD
 AB1693
 AB1693.The horizontal coordinates were established by classical geodetic methods
 AB1693.and adjusted by the National Geodetic Survey in February 1996..
 AB1693
 AB1693
 AB1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1693
 AB1693.The geoid height was determined by GEOID03.
 AB1693
 AB1693;                    North         East     Units Scale Factor Converg.
 AB1693;SPC TX S     - 5,124,636.741   372,123.736   MT  0.99990155   +0 19 45.6
 AB1693;SPC TX S     -16,813,079.04  1,220,875.96   sFT  0.99990155   +0 19 45.6
 AB1693;UTM  14      - 2,963,736.848   621,807.450   MT  0.99978317   +0 33 08.5
 AB1693
 AB1693                          SUPERSEDED SURVEY CONTROL
 AB1693
 AB1693  NAD 83(1986)-  26 47 23.15241(N)    097 46 28.58998(W) AD(       ) 4
 AB1693  NAD 27      -  26 47 21.95000(N)    097 46 27.61400(W) AD(       ) 3
 AB1693
 AB1693.Superseded values are not recommended for survey control.
 AB1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1693.See file dsdata.txt to determine how the superseded data were derived.
 AB1693
 AB1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2180763737(NAD 83)
 AB1693_MARKER: 22 = AIRWAY BEACON
 AB1693
 AB1693  HISTORY     - Date     Condition        Report By
 AB1693  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1693
 AB1693                          STATION DESCRIPTION
 AB1693
 AB1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AB1693'LOCATED ABOUT 21 MILES NORTH OF RAYMONDVILLE AND 0.3 MILE
 AB1693'NORTHEAST OF THE RAILROAD STATION IN NORIAS AND ABOUT 0.05
 AB1693'MILE EAST OF U.S. HIGHWAY NO 77 IN A PASTURE.  IT IS A 4
 AB1693'LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF RED
 AB1693'AND WHITE WITH A REVOLVING WHITE LIGHT ON TOP OF THE STRUCTURE.
 AB1693'POINT OBSERVED UPON, LIGHT ON TOP OF STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1530 ***********************************************************************
 AH1530  DESIGNATION -  BROWNSVILLE FT WORTH AWY BCN 9
 AH1530  PID         -  AH1530
 AH1530  STATE/COUNTY-  TX/KENEDY
 AH1530  USGS QUAD   -  SARITA (1979)
 AH1530
 AH1530                         *CURRENT SURVEY CONTROL
 AH1530  ___________________________________________________________________
 AH1530* NAD 83(1993)-  27 14 52.96836(N)    097 48 18.59209(W)     ADJUSTED  
 AH1530* NAVD 88     -                                                        
 AH1530  ___________________________________________________________________
 AH1530  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AH1530  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH1530
 AH1530  HORZ ORDER  -  THIRD
 AH1530
 AH1530.The horizontal coordinates were established by classical geodetic methods
 AH1530.and adjusted by the National Geodetic Survey in February 1996..
 AH1530
 AH1530
 AH1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1530
 AH1530.The geoid height was determined by GEOID03.
 AH1530
 AH1530;                    North         East     Units Scale Factor Converg.
 AH1530;SPC TX S     - 5,175,393.469   368,806.909   MT  0.99990404   +0 18 55.7
 AH1530;SPC TX S     -16,979,603.41  1,209,994.00   sFT  0.99990404   +0 18 55.7
 AH1530;UTM  14      - 3,014,473.944   618,289.635   MT  0.99977273   +0 32 49.6
 AH1530
 AH1530                          SUPERSEDED SURVEY CONTROL
 AH1530
 AH1530  NAD 83(1986)-  27 14 52.98774(N)    097 48 18.55749(W) AD(       ) 4
 AH1530  NAD 27      -  27 14 51.83000(N)    097 48 17.57600(W) AD(       ) 3
 AH1530
 AH1530.Superseded values are not recommended for survey control.
 AH1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1530.See file dsdata.txt to determine how the superseded data were derived.
 AH1530
 AH1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1829014474(NAD 83)
 AH1530_MARKER: 22 = AIRWAY BEACON
 AH1530
 AH1530  HISTORY     - Date     Condition        Report By
 AH1530  HISTORY     - 1950     FIRST OBSERVED   CGS
 AH1530
 AH1530                          STATION DESCRIPTION
 AH1530
 AH1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1530'LOCATED ABOUT 2.0 MILES NORTH OF SARITA AND 3/4 MILE WEST OF
 AH1530'U.S. HIGHWAY NO 77 IN A PASTURE.  IT IS A 4 LEGGED STEEL
 AH1530'STRUCTURE PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE, ABOUT
 AH1530'60 FEET HIGH WITH A REVOLVING WHITE LIGHT ON TOP OF THE STRUCTURE.
 AH1530'POINT OBSERVED UPON, REVOLVING LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1534 ***********************************************************************
 AH1534  DESIGNATION -  BROWNSVILLE FT WORTH AWY BCN 8
 AH1534  PID         -  AH1534
 AH1534  STATE/COUNTY-  TX/KENEDY
 AH1534  USGS QUAD   -  TURCOTTE (1979)
 AH1534
 AH1534                         *CURRENT SURVEY CONTROL
 AH1534  ___________________________________________________________________
 AH1534* NAD 83(1993)-  27 00 43.99843(N)    097 48 14.30588(W)     ADJUSTED  
 AH1534* NAVD 88     -                                                        
 AH1534  ___________________________________________________________________
 AH1534  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AH1534  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AH1534
 AH1534  HORZ ORDER  -  THIRD
 AH1534
 AH1534.The horizontal coordinates were established by classical geodetic methods
 AH1534.and adjusted by the National Geodetic Survey in February 1996..
 AH1534
 AH1534
 AH1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1534
 AH1534.The geoid height was determined by GEOID03.
 AH1534
 AH1534;                    North         East     Units Scale Factor Converg.
 AH1534;SPC TX S     - 5,149,266.459   369,068.912   MT  0.99989481   +0 18 57.6
 AH1534;SPC TX S     -16,893,885.04  1,210,853.59   sFT  0.99989481   +0 18 57.6
 AH1534;UTM  14      - 2,988,351.452   618,656.226   MT  0.99977381   +0 32 35.8
 AH1534
 AH1534                          SUPERSEDED SURVEY CONTROL
 AH1534
 AH1534  NAD 83(1986)-  27 00 44.01246(N)    097 48 14.27762(W) AD(       ) 4
 AH1534  NAD 27      -  27 00 42.82500(N)    097 48 13.29900(W) AD(       ) 3
 AH1534
 AH1534.Superseded values are not recommended for survey control.
 AH1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1534.See file dsdata.txt to determine how the superseded data were derived.
 AH1534
 AH1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1865688351(NAD 83)
 AH1534_MARKER: 22 = AIRWAY BEACON
 AH1534
 AH1534  HISTORY     - Date     Condition        Report By
 AH1534  HISTORY     - 1950     FIRST OBSERVED   CGS
 AH1534
 AH1534                          STATION DESCRIPTION
 AH1534
 AH1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1534'LOCATED ABOUT 0.5 MILE NORTHWEST OF TURCOTTE AND ABOUT 0.5
 AH1534'MILE WEST OF U.S. HIGHWAY NO 77 IN A PASTURE.  IT IS A 4 LEGGED
 AH1534'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE,
 AH1534'ABOUT 60 FEET HIGH WITH A REVOLVING WHITE LIGHT ON TOP OF
 AH1534'THE STRUCTURE.  POINT OBSERVED UPON, REVOLVING LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1552 ***********************************************************************
 AH1552  DESIGNATION -  BROWNSVILLE FT WORTH AWY BN 16
 AH1552  PID         -  AH1552
 AH1552  STATE/COUNTY-  TX/SAN PATRICIO
 AH1552  USGS QUAD   -  ODEM (1975)
 AH1552
 AH1552                         *CURRENT SURVEY CONTROL
 AH1552  ___________________________________________________________________
 AH1552* NAD 83(1993)-  27 58 14.27013(N)    097 33 47.72703(W)     ADJUSTED  
 AH1552* NAVD 88     -                                                        
 AH1552  ___________________________________________________________________
 AH1552  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AH1552  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AH1552
 AH1552  HORZ ORDER  -  THIRD
 AH1552
 AH1552.The horizontal coordinates were established by classical geodetic methods
 AH1552.and adjusted by the National Geodetic Survey in February 1996..
 AH1552
 AH1552
 AH1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1552
 AH1552.The geoid height was determined by GEOID03.
 AH1552
 AH1552;                    North         East     Units Scale Factor Converg.
 AH1552;SPC TX S     - 5,255,614.536   392,167.333   MT  1.00003764   +0 25 31.0
 AH1552;SPC TX S     -17,242,795.36  1,286,635.66   sFT  1.00003764   +0 25 31.0
 AH1552;SPC TXSC     - 4,016,086.036   741,375.774   MT  1.00014401   +0 42 14.0
 AH1552;SPC TXSC     -13,176,108.94  2,432,330.35   sFT  1.00014401   +0 42 14.0
 AH1552;UTM  14      - 3,094,780.073   641,310.783   MT  0.99984647   +0 40 26.3
 AH1552
 AH1552                          SUPERSEDED SURVEY CONTROL
 AH1552
 AH1552  NAD 83(1986)-  27 58 14.27902(N)    097 33 47.70556(W) AD(       ) 4
 AH1552  NAD 27      -  27 58 13.21900(N)    097 33 46.72200(W) AD(       ) 3
 AH1552
 AH1552.Superseded values are not recommended for survey control.
 AH1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1552.See file dsdata.txt to determine how the superseded data were derived.
 AH1552
 AH1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4131194780(NAD 83)
 AH1552_MARKER: 22 = AIRWAY BEACON
 AH1552
 AH1552  HISTORY     - Date     Condition        Report By
 AH1552  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1552  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH1552
 AH1552                          STATION DESCRIPTION
 AH1552
 AH1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1552'LOCATED ABOUT 1.9 MILES NORTH-NORTHEAST OF ODEM, ON THE EAST
 AH1552'SIDE OF U.S. HIGHWAY 77 AND JUST SOUTH OF CROSSROAD.  IT IS A
 AH1552'FOUR LEGGED STEEL STRUCTURE ABOUT 60 FEET HIGH PAINTED IN ALTERNATE
 AH1552'SECTIONS OF RED AND WHITE WITH A REVOLVING WHITE LIGHT ON THE TOP.
 AH1552'POINT OBSERVED UPON, REVOLVING LIGHT ON TOP OF STRUCTURE.
 AH1552
 AH1552                          STATION RECOVERY (1996)
 AH1552
 AH1552'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH1552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1369 ***********************************************************************
 AB1369  DESIGNATION -  BROWNSVILLE LONG STA
 AB1369  PID         -  AB1369
 AB1369  STATE/COUNTY-  TX/CAMERON
 AB1369  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1369
 AB1369                         *CURRENT SURVEY CONTROL
 AB1369  ___________________________________________________________________
 AB1369* NAD 83(1993)-  25 53 55.92865(N)    097 29 28.91956(W)     ADJUSTED  
 AB1369* NAVD 88     -        10.08   (+/-2cm)      33.1    (feet)  VERTCON   
 AB1369  ___________________________________________________________________
 AB1369  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 AB1369  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 AB1369
 AB1369  HORZ ORDER  -  SECOND
 AB1369  VERT ORDER  -  THIRD ? (See Below)
 AB1369
 AB1369.The horizontal coordinates were established by classical geodetic methods
 AB1369.and adjusted by the National Geodetic Survey in February 1996..
 AB1369
 AB1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1369.The vertical order pertains to the NGVD 29 superseded value.
 AB1369
 AB1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1369
 AB1369.The geoid height was determined by GEOID03.
 AB1369
 AB1369;                    North         East     Units Scale Factor Converg.
 AB1369;SPC TX S     - 5,026,131.458   401,075.213   MT  1.00007823   +0 27 28.5
 AB1369;SPC TX S     -16,489,899.63  1,315,860.93   sFT  1.00007823   +0 27 28.5
 AB1369;UTM  14      - 2,865,353.441   651,120.431   MT  0.99988199   +0 39 32.7
 AB1369
 AB1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1369!SPC TX S     -   1.00000185  x   1.00007823  =   1.00008008
 AB1369!UTM  14      -   1.00000185  x   0.99988199  =   0.99988384
 AB1369
 AB1369|---------------------------------------------------------------------|
 AB1369| PID    Reference Object                     Distance      Geod. Az  |
 AB1369|                                                           dddmmss.s |
 AB1369| CV2987 BROWNSVILLE LONG STA RM 1            15.950 METERS 03625     |
 AB1369| CV2988 BROWNSVILLE LONG STA RM 2            22.585 METERS 12942     |
 AB1369| CV2986 BROWNSVILLE LONG STA AZ MK                         2191925.6 |
 AB1369| CV2985 BROWNSVILLE LONG STA AZ MK 2                       3084127.5 |
 AB1369|---------------------------------------------------------------------|
 AB1369
 AB1369                          SUPERSEDED SURVEY CONTROL
 AB1369
 AB1369  NAD 83(1986)-  25 53 55.93674(N)    097 29 28.87279(W) AD(       ) 2
 AB1369  NAD 27      -  25 53 54.64700(N)    097 29 27.91900(W) AD(       ) 2
 AB1369  NGVD 29 (07/19/86)   10.17   (m)           33.4    (f) LEVELING    3  
 AB1369
 AB1369.Superseded values are not recommended for survey control.
 AB1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1369.See file dsdata.txt to determine how the superseded data were derived.
 AB1369
 AB1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP5112065353(NAD 83)
 AB1369_MARKER: Z = SEE DESCRIPTION
 AB1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1369_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1369
 AB1369  HISTORY     - Date     Condition        Report By
 AB1369  HISTORY     - 1885     MONUMENTED       CGS
 AB1369  HISTORY     - 1916     SEE DESCRIPTION  CGS
 AB1369  HISTORY     - 1939     SEE DESCRIPTION  CGS
 AB1369  HISTORY     - 1947     GOOD             CGS
 AB1369  HISTORY     - 1950     GOOD             CGS
 AB1369  HISTORY     - 1951     GOOD             CGS
 AB1369  HISTORY     - 19910305 MARK NOT FOUND   USPSQD
 AB1369
 AB1369                          STATION DESCRIPTION
 AB1369
 AB1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (EHP)
 AB1369'ON THE FORT BROWN RESERVATION AT BROWNSVILLE.  47.06 METERS FROM
 AB1369'THE SE CORNER OF THE PORCH ON THE S SIDE OF THE POST HOSPITAL.
 AB1369'35.80 METERS FROM THE INTERNATIONAL BOUNDARY COMMISSION R.P.
 AB1369'44 WHICH IS A CONCRETE MONUMENT 1 FOOT HIGH STANDING AT THE
 AB1369'NE CORNER OF THE HOSPITAL.  ABOUT 7 METERS W FROM THE ROW OF
 AB1369'PALM TREES ON THE W SIDE OF THE ROADWAY.  AT THE STATION THE
 AB1369'NORTHERN SPIRE OF THE MATAMOROS CATHEDRAL JUST CLEARS BY ABOUT
 AB1369'1 INCH THE LEFT TANGENT OF THE HOSPITAL TOILET.  THE IRON CAP
 AB1369'AS SET BY PRESTON REMAINS AS A SUB-SURFACE MARK AND IS
 AB1369'SURMOUNTED BY A CYLINDRICAL CEMENT MARK 12 INCHES IN DIAMETER
 AB1369'AND 12 INCHES DEEP, SET FLUSH, WITH A STANDARD STATION MARK IN
 AB1369'THE TOP.
 AB1369
 AB1369                          STATION RECOVERY (1939)
 AB1369
 AB1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1369'STATION IS ON FORT BROWN RESERVATION AT BROWNSVILLE, 47.1 METERS
 AB1369'FROM THE NE CORNER OF PORCH ON THE NE (OLD DESCRIPTION SAYS S)
 AB1369'SIDE OF POST HOSPITAL, BETWEEN END OF HOSPITAL AND PAVED ROADWAY,
 AB1369'7 METERS SW OF A ROW OF PALM TREES AND 11 METERS SW OF CENTER
 AB1369'OF PAVED ROADWAY.
 AB1369'
 AB1369'STATION IS MARKED WITH A LARGE CAST IRON CAP BURIED TWO FEET
 AB1369'UNDERGROUND, SURMOUNTED WITH A MASS OF CONCRETE CONTAINING A
 AB1369'STANDARD DISK SET FLUSH WITH THE GROUND.  OLD CONCRETE HAD CHIPPED
 AB1369'OFF TO SUCH AN EXTENT THAT THE SURFACE MARK WAS REFINISHED WITH
 AB1369'CONCRETE AND STAMPED BROWNSVILLE, 1885-1939.
 AB1369'
 AB1369'THERE IS A STANDARD INTERNATIONAL BOUNDARY COMMISSION MONUMENT
 AB1369'STAMPED R.P. 44, WHICH IS ABOUT A 12-INCH CONCRETE POST
 AB1369'PROTRUDING 10 INCHES ABOVE SURFACE OF GROUND, STANDING AT THE
 AB1369'NE CORNER OF HOSPITAL.
 AB1369'
 AB1369'THE AZIMUTH MARK, 0.75 MILE SSW OF THE STATION, IS ABOUT 25
 AB1369'FEET W OF THE BANK OF A LAKE AND ABOUT 15 FEET E OF THE CENTER
 AB1369'LINE OF A GRAVEL ROAD.
 AB1369'
 AB1369'THE WIRELESS TOWER MENTIONED IN 1916 DESCRIPTION HAS BEEN
 AB1369'REPLACED.
 AB1369
 AB1369                          STATION RECOVERY (1947)
 AB1369
 AB1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1369'STATION WAS RECOVERED IN GOOD CONDITION EXCEPT FOR THE FOLLOWING.
 AB1369'THE AZIMUTH MARK WAS NOT RECOVERED AS NEW HOMES HAVE BEEN BUILT
 AB1369'ALONG THE ROAD AND IT MAY HAVE BEEN DESTROYED.  BUILDING NO.
 AB1369'95 IS NOW ON LINE TO THE IBCM RP NO. 44 MARKER AND THIS MARKER
 AB1369'IS NOW USELESS AS A REFERENCE MARK.  A SMALL CONCRETE CURBING
 AB1369'HAS BEEN BUILT AROUND THE STATION FOR PROTECTION.  A NEW AZIMUTH
 AB1369'MARK AND TWO REFERENCE MARKS WERE SET AT THIS TIME.  A COMPLETE
 AB1369'NEW DESCRIPTION FOLLOWS--
 AB1369'
 AB1369'STATION IS LOCATED ON FORT BROWNSVILLE RESERVATION AT BROWNSVILLE
 AB1369'AND ON THE SOUTHWEST SIDE OF HEINTZEIMAN ROAD, 200 FEET
 AB1369'SOUTHEAST OF TAYLOR AVE.  IT IS 28 FEET NORTHEAST OF BUILDING
 AB1369'NO. 95, 25 FEET SOUTHWEST OF THE SOUTHWEST CURB OF HEINTZEIMAN
 AB1369'ROAD AND 14 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK
 AB1369'LEADING TO THE BUILDING.  THE MARK IS FLUSH AND THE DISK IS
 AB1369'STAMPED BROWNSVILLE 1885 1939.
 AB1369'
 AB1369'REFERENCE MARK NO. 1 IS 52.33 FEET NORTHEAST OF THE STATION
 AB1369'BETWEEN THE CURB AND SIDEWALK ON THE NORTHEAST SIDE OF THE STREET.
 AB1369'THE MARK IS FLUSH AND THE DISK IS STAMPED BROWNSVILLE 1885.
 AB1369'
 AB1369'REFERENCE MARK NO. 2 IS 74.10 FEET SOUTHEAST OF THE STATION.
 AB1369'IT IS 31 FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING
 AB1369'AND 27 FEET SOUTHWEST OF THE SOUTHWEST CURB.  THE MARK IS FLUSH
 AB1369'AND THE DISK IS STAMPED BROWNSVILLE NO 2 1885.
 AB1369'
 AB1369'AZIMUTH MARK IS 0.15 MILE NORTHWEST OF THE STATION IN THE CURVE
 AB1369'OF THE CURB ON THE SOUTHWEST CORNER OF RIDGELY AND HEINTZEIMAN
 AB1369'ROADS.  THE DISK IS FLUSH WITH THE TOP OF THE CURB AND STAMPED
 AB1369'BROWNSVILLE 1885 RESET 1947.
 AB1369'
 AB1369'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AB1369
 AB1369                          STATION RECOVERY (1950)
 AB1369
 AB1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1369'STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND AZIMUTH
 AB1369'MARK, RECOVERED IN GOOD CONDITION.  1947 RECOVERY NOTE BY R.C.B.
 AB1369'IS ADEQUATE AND COMPLETE WITH THE FOLLOWING CORRECTION--FORT
 AB1369'BROWN RESERVATION SHOULD READ FORT BROWN.
 AB1369'
 AB1369'RP MON 44 (IBC) RECOVERED IN GOOD CONDITION.
 AB1369
 AB1369                          STATION RECOVERY (1951)
 AB1369
 AB1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AB1369'4 BLOCKS NORTHEAST ALONG 14TH STREET FROM THE GATEWAY BRIDGE AT
 AB1369'BROWNSVILLE, THENCE 0.1 MILE SOUTHEAST ALONG JEFFERSON STREET
 AB1369'THENCE 0.15 MILE SOUTHEAST ALONG HEINTZEIMAN ROAD, AT THE FORT
 AB1369'BROWNSVILLE RESERVATION WHICH IS NOW OCCUPIED BY TEXAS SOUTHMOST
 AB1369'COLLEGE, 113 FEET EAST OF THE DOOR TO THE EVENING SCHOOL OFFICE,
 AB1369'43.7 FEET EAST OF THE NORTH CORNER OF BUILDING 95, 25 FEET
 AB1369'SOUTHWEST OF THE SOUTHWEST CURB OF HEINTZEIMAN ROAD, 14.3 FEET
 AB1369'SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK, 6.3 FEET
 AB1369'NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, A TRIANGULATION
 AB1369'STAITON DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 AB1369'FLUSH WITH THE GROUND AND SURROUNDED BY A 4 INCH CONCRETE
 AB1369'CURB WHICH IS 2 FEET SQUARE, STAMPED BROWNSVILLE 1885 1939.
 AB1369'
 AB1369'BROWNSVILLE LONGITUDE R.M. 1 IS 52.3 FEET NORTHEAST OF
 AB1369'TRIANGULATION STATION BROWNSVILLE LONGITUDE, 58 FEET WEST OF THE
 AB1369'SOUTH CORNER OF BUILDING 148, 60 FEET SOUTH OF THE WEST CORNER
 AB1369'OF BUILDING 148, 2.8 FEET NORTHEAST OF THE NORTHEAST CURB OF
 AB1369'HEINTZEIMAN ROAD, 0.7 FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF A
 AB1369'SIDEWALK, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AB1369'POST WHICH IS FLUSH WITH THE GROUND, STAMPED BROWNSVILLE NO
 AB1369'1 1885.
 AB1369'
 AB1369'BROWNSVILLE LONGITUDE R.M. 2 IS 74.0 FEET SOUTHEAST OF
 AB1369'TRIANGULATION STATION BROWNSVILLE LONGITUDE, 26.7 FEET SOUTHWEST
 AB1369'OF THE SOUTHWEST CURB OF HEINTZEIMAN ROAD, 31.3 FEET NORTHEAST OF
 AB1369'THE EAST CORNER OF BUILDING 95, 33.8 FEET SOUTHEAST OF THE
 AB1369'SOUTHEAST EDGE OF A SIDEWALK, A REFERENCE MARK DISK SET IN THE
 AB1369'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 AB1369'BROWNSVILLE NO 2 1885.
 AB1369'
 AB1369'BROWNSVILLE LONGITUDE AZIMUTH 1885 RESET 1947 IS 0.15 MILE
 AB1369'NORTHWEST OF TRIANGULATION STATION BROWNSVILLE LONGITUDE, AT THE
 AB1369'INTERSECTION OF RIDGELY ROAD AND HEITZEIMAN ROAD, 34 FEET WEST
 AB1369'OF THE CENTER OF THE INTERSECTION, 18 FEET NORTHWEST OF THE
 AB1369'CENTER LINE OF RIDGELY ROAD, 20 FEET SOUTHWEST OF THE CENTER
 AB1369'LINE OF HEINTZEIMAN ROAD, 47 FEET SOUTHEAST OF THE CENTER LINE
 AB1369'OF 16TH STREET, AN AZIMUTH MARK DISK SET IN THE TOP OF THE WEST
 AB1369'CURB, STAMPED BROWNSVILLE 1885 RESET 1947.  ALL MARKS ARE IN
 AB1369'GOOD CONDITION.
 AB1369
 AB1369                          STATION RECOVERY (1991)
 AB1369
 AB1369'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0004 ***********************************************************************
 AB0004  DESIGNATION -  BROWNSVILLE RM 1
 AB0004  PID         -  AB0004
 AB0004  STATE/COUNTY-  TX/CAMERON
 AB0004  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0004
 AB0004                         *CURRENT SURVEY CONTROL
 AB0004  ___________________________________________________________________
 AB0004* NAD 83(1986)-  25 53 56.     (N)    097 29 29.     (W)     SCALED    
 AB0004* NAVD 88     -        10.062  (meters)      33.01   (feet)  ADJUSTED  
 AB0004  ___________________________________________________________________
 AB0004  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 AB0004  DYNAMIC HT  -          10.046 (meters)      32.96  (feet)  COMP
 AB0004  MODELED GRAV-     979,024.9   (mgal)                       NAVD 88
 AB0004
 AB0004  VERT ORDER  -  FIRST     CLASS II
 AB0004
 AB0004.The horizontal coordinates were scaled from a topographic map and have
 AB0004.an estimated accuracy of +/- 6 seconds.
 AB0004
 AB0004.The orthometric height was determined by differential leveling
 AB0004.and adjusted by the National Geodetic Survey in June 1991..
 AB0004
 AB0004.The geoid height was determined by GEOID03.
 AB0004
 AB0004.The dynamic height is computed by dividing the NAVD 88
 AB0004.geopotential number by the normal gravity value computed on the
 AB0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0004.degrees latitude (g = 980.6199 gals.).
 AB0004
 AB0004.The modeled gravity was interpolated from observed gravity values.
 AB0004
 AB0004;                    North         East    Units  Estimated Accuracy
 AB0004;SPC TX S     - 5,026,130.      401,070.      MT  (+/- 180 meters Scaled)
 AB0004
 AB0004                          SUPERSEDED SURVEY CONTROL
 AB0004
 AB0004  NGVD 29 (??/??/92)   10.144  (m)           33.28   (f) ADJ UNCH    1 2
 AB0004
 AB0004.Superseded values are not recommended for survey control.
 AB0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0004.See file dsdata.txt to determine how the superseded data were derived.
 AB0004
 AB0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP511653(NAD 83)
 AB0004_MARKER: DR = REFERENCE MARK DISK
 AB0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0004_STAMPING: BROWNSVILLE NO 1 1885
 AB0004_MARK LOGO: CGS   
 AB0004_PROJECTION: FLUSH
 AB0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0004+STABILITY: SURFACE MOTION
 AB0004
 AB0004  HISTORY     - Date     Condition        Report By
 AB0004  HISTORY     - 1885     MONUMENTED       CGS
 AB0004  HISTORY     - 1951     GOOD             NGS
 AB0004  HISTORY     - 1981     GOOD             NGS
 AB0004  HISTORY     - 1990     GOOD             USPSQD
 AB0004  HISTORY     - 19910313 GOOD             USPSQD
 AB0004
 AB0004                          STATION DESCRIPTION
 AB0004
 AB0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0004'IN BROWNSVILLE.
 AB0004'4 BLOCKS NORTHEAST ALONG 14TH STREET FROM THE GATEWAY BRIDGE, THENCE
 AB0004'0.1 MILE SOUTHEAST ALONG JEFFERSON STREET, THENCE 0.15 MILE SOUTHEAST
 AB0004'ALONG HEINTZEIMAN ROAD, AT THE FORT BROWNSVILLE RESERVATION WHICH IS
 AB0004'NOW OCCUPIED BY THE TEXAS SOUTHMOST COLLEGE, 52.3 FEET NORTHEAST OF
 AB0004'TRIANGULATION STATION BROWNSVILLE LONGITUDE, 58 FEET WEST OF THE SOUTH
 AB0004'CORNER OF BUILDING 148, 60 FEET SOUTH OF THE WEST CORNER OF BUILDING
 AB0004'148, 2.8 FEET NORTHEAST OF THE NORTHEAST CURB OF HEINTZEIMAN ROAD, 0.7
 AB0004'FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK, SET IN THE TOP OF
 AB0004'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AB0004
 AB0004                          STATION RECOVERY (1981)
 AB0004
 AB0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0004'NOTE, A NEW DESCRIPTION FOLLOWS, 0.5 KM (0.35 MI) SOUTHEAST ALONG
 AB0004'BUSINESS U.S. HIGHWAY 77 FROM THE POST OFFICE IN BROWNSVILLE, THENCE
 AB0004'0.5 KM (0.3 MI) NORTHEAST ALONG STATE HIGHWAY 4 (INTERNATIONAL
 AB0004'BOULEVARD), THENCE 0.2 KM (0.15 MI) SOUTHEAST ALONG RIDGELY ROAD,
 AB0004'THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG A PAVED STREET TO BUILDING 95-A
 AB0004'95-B, 4.7 METERS (15.5 FT) NORTH NORTHEAST OF THE CENTER OF A PAVED
 AB0004'STREET, 11.2 METERS (37.0 FT) NORTH NORTHEAST OF A POWERLINE POLE WITH
 AB0004'A TRANSFORMER, 21.9 METERS (72.0 FT) SOUTH SOUTHWEST OF THE CENTER OF
 AB0004'A DOUBLE GLASS DOOR OF A WHITE BRICK BUILDING, AND 1.0 METER (3.5 FT)
 AB0004'NORTH OF THE NORTH CURB OF THE PAVED STREET.
 AB0004'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 AB0004
 AB0004                          STATION RECOVERY (1990)
 AB0004
 AB0004'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0004'RECOVERED IN GOOD CONDITION.
 AB0004
 AB0004                          STATION RECOVERY (1991)
 AB0004
 AB0004'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0005 ***********************************************************************
 AB0005  DESIGNATION -  BROWNSVILLE RM 2
 AB0005  PID         -  AB0005
 AB0005  STATE/COUNTY-  TX/CAMERON
 AB0005  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0005
 AB0005                         *CURRENT SURVEY CONTROL
 AB0005  ___________________________________________________________________
 AB0005* NAD 83(1986)-  25 53 55.     (N)    097 29 28.     (W)     SCALED    
 AB0005* NAVD 88     -        10.115  (meters)      33.19   (feet)  ADJUSTED  
 AB0005  ___________________________________________________________________
 AB0005  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 AB0005  DYNAMIC HT  -          10.098 (meters)      33.13  (feet)  COMP
 AB0005  MODELED GRAV-     979,024.9   (mgal)                       NAVD 88
 AB0005
 AB0005  VERT ORDER  -  FIRST     CLASS II
 AB0005
 AB0005.The horizontal coordinates were scaled from a topographic map and have
 AB0005.an estimated accuracy of +/- 6 seconds.
 AB0005
 AB0005.The orthometric height was determined by differential leveling
 AB0005.and adjusted by the National Geodetic Survey in June 1991..
 AB0005
 AB0005.The geoid height was determined by GEOID03.
 AB0005
 AB0005.The dynamic height is computed by dividing the NAVD 88
 AB0005.geopotential number by the normal gravity value computed on the
 AB0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0005.degrees latitude (g = 980.6199 gals.).
 AB0005
 AB0005.The modeled gravity was interpolated from observed gravity values.
 AB0005
 AB0005;                    North         East    Units  Estimated Accuracy
 AB0005;SPC TX S     - 5,026,100.      401,100.      MT  (+/- 180 meters Scaled)
 AB0005
 AB0005                          SUPERSEDED SURVEY CONTROL
 AB0005
 AB0005  NGVD 29 (??/??/92)   10.196  (m)           33.45   (f) ADJ UNCH    1 2
 AB0005
 AB0005.Superseded values are not recommended for survey control.
 AB0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0005.See file dsdata.txt to determine how the superseded data were derived.
 AB0005
 AB0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP511653(NAD 83)
 AB0005_MARKER: DR = REFERENCE MARK DISK
 AB0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0005_STAMPING: BROWNSVILLE NO 2 1885
 AB0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0005+STABILITY: SURFACE MOTION
 AB0005
 AB0005  HISTORY     - Date     Condition        Report By
 AB0005  HISTORY     - 1885     MONUMENTED       CGS
 AB0005  HISTORY     - 1951     GOOD             NGS
 AB0005  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0005  HISTORY     - 1990     GOOD             USPSQD
 AB0005  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0005  HISTORY     - 19921107 GOOD             USGS
 AB0005  HISTORY     - 20060413 GOOD             INDIV
 AB0005
 AB0005                          STATION DESCRIPTION
 AB0005
 AB0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0005'IN BROWNSVILLE.
 AB0005'4 BLOCKS NORTHEAST ALONG 14TH STREET FROM THE GATEWAY BRIDGE AT
 AB0005'BROWNSVILLE, THENCE 0.1 MILE SOUTHEAST ALONG JEFFERSON STREET, THENCE
 AB0005'0.15 MILE SOUTHEAST ALONG HEINTZEIMAN ROAD, AT THE FORT BROWNSVILLE
 AB0005'RESERVATION WHICH IS NOW OCCUPIED BY TEXAS SOUTHMOST COLLEGE, 74.0
 AB0005'FEET SOUTHEAST OF TRIANGULATION STATION BROWNSVILLE LONGITUDE, 26.7
 AB0005'FEET SOUTHWEST OF THE SOUTHWEST CURB OF HEINTZEIMAN ROAD, 31.3 FEET
 AB0005'NORTHEAST OF THE EAST CORNER OF BUILDING 95, 33.8 FEET SOUTHEAST OF
 AB0005'THE SOUTHEAST EDGE OF A SIDEWALK, SET IN THE TOP OF A CONCRETE POST
 AB0005'WHICH IS FLUSH WITH THE GROUND.
 AB0005
 AB0005                          STATION RECOVERY (1982)
 AB0005
 AB0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0005'NOT RECOVERED THIS DATE.
 AB0005
 AB0005                          STATION RECOVERY (1990)
 AB0005
 AB0005'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0005'RECOVERED IN GOOD CONDITION.
 AB0005
 AB0005                          STATION RECOVERY (1991)
 AB0005
 AB0005'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0005'MARK NOT FOUND.
 AB0005
 AB0005                          STATION RECOVERY (1992)
 AB0005
 AB0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (JS)
 AB0005'RECOVERED AS DESCRIBED.
 AB0005
 AB0005                          STATION RECOVERY (2006)
 AB0005
 AB0005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SR)
 AB0005'RECOVERED BY AGH ENGINEERING AND SURVEYING
 AB0005'BROWNSVILLE TEXAS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1053 ***********************************************************************
 CA1053  DESIGNATION -  BROWNWOOD ATL PIPE LINE MAST
 CA1053  PID         -  CA1053
 CA1053  STATE/COUNTY-  TX/BROWN
 CA1053  USGS QUAD   -  BANGS EAST (1987)
 CA1053
 CA1053                         *CURRENT SURVEY CONTROL
 CA1053  ___________________________________________________________________
 CA1053* NAD 83(1993)-  31 40 26.79506(N)    099 02 14.08107(W)     ADJUSTED  
 CA1053* NAVD 88     -                                                        
 CA1053  ___________________________________________________________________
 CA1053  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 CA1053  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CA1053
 CA1053  HORZ ORDER  -  THIRD
 CA1053
 CA1053.The horizontal coordinates were established by classical geodetic methods
 CA1053.and adjusted by the National Geodetic Survey in February 1996..
 CA1053
 CA1053
 CA1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1053
 CA1053.The geoid height was determined by GEOID03.
 CA1053
 CA1053;                    North         East     Units Scale Factor Converg.
 CA1053;SPC TX C     - 3,223,257.507   822,893.818   MT  0.99995049   +0 40 03.2
 CA1053;SPC TX C     -10,574,970.67  2,699,777.47   sFT  0.99995049   +0 40 03.2
 CA1053;UTM  14      - 3,504,314.746   496,469.649   MT  0.99960015   -0 01 10.4
 CA1053
 CA1053                          SUPERSEDED SURVEY CONTROL
 CA1053
 CA1053  NAD 83(1986)-  31 40 26.80482(N)    099 02 14.06562(W) AD(       ) 4
 CA1053  NAD 27      -  31 40 26.25060(N)    099 02 12.88301(W) AD(       ) 3
 CA1053
 CA1053.Superseded values are not recommended for survey control.
 CA1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1053.See file dsdata.txt to determine how the superseded data were derived.
 CA1053
 CA1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9647004315(NAD 83)
 CA1053
 CA1053  HISTORY     - Date     Condition        Report By
 CA1053  HISTORY     - 1975     FIRST OBSERVED   NGS
 CA1053
 CA1053                          STATION DESCRIPTION
 CA1053
 CA1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 CA1053'BROWNWOOD, ATLANTIC PIPE LINE COMPANY, MAST IS A TRIANGULAR STEEL
 CA1053'STRUCTURE, GUYED, LIGHTED, UNPAINTED AND HAS THE OVERALL HEIGHT
 CA1053'OF 160 FEET WITH TWO REFLECTORS NEAR THE TOP.
 CA1053'
 CA1053'THE MAST IS LOCATED ABOUT 6-1/2 MILES EAST-SOUTHEAST OF BANGS, 4
 CA1053'MILES SOUTH-SOUTHWEST OF BROWNWOOD.
 CA1053'
 CA1053'TO REACH FROM THE INTERSECTION OF W MAIN AND CENETER STREET AND
 CA1053'U.S. HIGHWAY 377 IN BROWNWOOD, GO SOUTHERNLY ON U.S. HIGHWAY
 CA1053'377 FOR 1.7 MILES TO RAIL ROAD TRACKS AND A SIDE ROAD RIGHT.  TURN
 CA1053'RIGHT AND GO WESTERLY FOR 0.2 MILE TO A T-ROAD.  TURN LEFT AND GO
 CA1053'SOUTH-SOUTHERNLY ON A WINDING ROAD FOR 2.3 MILES TO A SIDE ROAD
 CA1053'RIGHT.  TURN RIGHT AND GO WEST AND SOUTH FOR 0.7 MILE TO A GATE
 CA1053'ON THE LEFT.  TURN LEFT AND GO ABOUT 200 FEET TO THE MAST ON THE
 CA1053'RIGHT.
 CA1053'
 CA1053'STATION IS RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1028 ***********************************************************************
 CA1028  DESIGNATION -  BROWNWOOD BAKER COLL SE SPIRE
 CA1028  PID         -  CA1028
 CA1028  STATE/COUNTY-  TX/BROWN
 CA1028  USGS QUAD   -  BROWNWOOD (1996)
 CA1028
 CA1028                         *CURRENT SURVEY CONTROL
 CA1028  ___________________________________________________________________
 CA1028* NAD 83(1993)-  31 42 37.85313(N)    098 58 37.67033(W)     ADJUSTED  
 CA1028* NAVD 88     -                                                        
 CA1028  ___________________________________________________________________
 CA1028  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CA1028  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CA1028
 CA1028  HORZ ORDER  -  THIRD
 CA1028
 CA1028.The horizontal coordinates were established by classical geodetic methods
 CA1028.and adjusted by the National Geodetic Survey in February 1996..
 CA1028
 CA1028
 CA1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1028
 CA1028.The geoid height was determined by GEOID03.
 CA1028
 CA1028;                    North         East     Units Scale Factor Converg.
 CA1028;SPC TX C     - 3,227,361.615   828,544.290   MT  0.99995815   +0 41 54.7
 CA1028;SPC TX C     -10,588,435.57  2,718,315.72   sFT  0.99995815   +0 41 54.7
 CA1028;UTM  14      - 3,508,349.397   502,166.892   MT  0.99960006   +0 00 43.3
 CA1028
 CA1028                          SUPERSEDED SURVEY CONTROL
 CA1028
 CA1028  NAD 83(1986)-  31 42 37.86306(N)    098 58 37.65482(W) AD(       ) 4
 CA1028  NAD 27      -  31 42 37.30000(N)    098 58 36.48000(W) AD(       ) 3
 CA1028
 CA1028.Superseded values are not recommended for survey control.
 CA1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1028.See file dsdata.txt to determine how the superseded data were derived.
 CA1028
 CA1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0216708349(NAD 83)
 CA1028_MARKER: 89 = SPIRE
 CA1028
 CA1028  HISTORY     - Date     Condition        Report By
 CA1028  HISTORY     - 1935     FIRST OBSERVED   CGS
 CA1028  HISTORY     - 1957     GOOD             CGS
 CA1028
 CA1028                          STATION DESCRIPTION
 CA1028
 CA1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1028'POINT OBSERVED UPON WAS SE SPIRE OF DANIEL BAKER COLLEGE,
 CA1028'WHICH IS LOCATED IN THE NE PART OF TOWN.
 CA1028'
 CA1028'OBSERVED FROM STATIONS ROUND AND CABANISS.
 CA1028
 CA1028                          STATION RECOVERY (1957)
 CA1028
 CA1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 CA1028'STATIONS RECOVERED IN GOOD CONDITION.  DESCRIPTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1029 ***********************************************************************
 CA1029  DESIGNATION -  BROWNWOOD BAKER COLL NW SPIRE
 CA1029  PID         -  CA1029
 CA1029  STATE/COUNTY-  TX/BROWN
 CA1029  USGS QUAD   -  BROWNWOOD (1996)
 CA1029
 CA1029                         *CURRENT SURVEY CONTROL
 CA1029  ___________________________________________________________________
 CA1029* NAD 83(1993)-  31 42 38.23706(N)    098 58 38.08727(W)     ADJUSTED  
 CA1029* NAVD 88     -                                                        
 CA1029  ___________________________________________________________________
 CA1029  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CA1029  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CA1029
 CA1029  HORZ ORDER  -  THIRD
 CA1029
 CA1029.The horizontal coordinates were established by classical geodetic methods
 CA1029.and adjusted by the National Geodetic Survey in February 1996..
 CA1029
 CA1029
 CA1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1029
 CA1029.The geoid height was determined by GEOID03.
 CA1029
 CA1029;                    North         East     Units Scale Factor Converg.
 CA1029;SPC TX C     - 3,227,373.305   828,533.169   MT  0.99995817   +0 41 54.5
 CA1029;SPC TX C     -10,588,473.92  2,718,279.24   sFT  0.99995817   +0 41 54.5
 CA1029;UTM  14      - 3,508,361.216   502,155.916   MT  0.99960006   +0 00 43.1
 CA1029
 CA1029                          SUPERSEDED SURVEY CONTROL
 CA1029
 CA1029  NAD 83(1986)-  31 42 38.24700(N)    098 58 38.07176(W) AD(       ) 4
 CA1029  NAD 27      -  31 42 37.69000(N)    098 58 36.90000(W) AD(       ) 3
 CA1029
 CA1029.Superseded values are not recommended for survey control.
 CA1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1029.See file dsdata.txt to determine how the superseded data were derived.
 CA1029
 CA1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0215608361(NAD 83)
 CA1029_MARKER: 89 = SPIRE
 CA1029
 CA1029  HISTORY     - Date     Condition        Report By
 CA1029  HISTORY     - 1935     FIRST OBSERVED   CGS
 CA1029  HISTORY     - 1957     GOOD             CGS
 CA1029
 CA1029                          STATION DESCRIPTION
 CA1029
 CA1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1029'POINT OBSERVED UPON WAS NW SPIRE OF DANIEL BAKER COLLEGE
 CA1029'WHICH IS LOCATED IN THE NE PART OF TOWN.
 CA1029'
 CA1029'OBSERVED FROM STATION ROUND AND CABANISS.
 CA1029
 CA1029                          STATION RECOVERY (1957)
 CA1029
 CA1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 CA1029'STATIONS RECOVERED IN GOOD CONDITION.  DESCRIPTIONS ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1052 ***********************************************************************
 CA1052  DESIGNATION -  BROWNWOOD CABLE TV MAST
 CA1052  PID         -  CA1052
 CA1052  STATE/COUNTY-  TX/BROWN
 CA1052  USGS QUAD   -  BANGS EAST (1987)
 CA1052
 CA1052                         *CURRENT SURVEY CONTROL
 CA1052  ___________________________________________________________________
 CA1052* NAD 83(1993)-  31 43 18.67260(N)    099 00 40.76675(W)     ADJUSTED  
 CA1052* NAVD 88     -                                                        
 CA1052  ___________________________________________________________________
 CA1052  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CA1052  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CA1052
 CA1052  HORZ ORDER  -  THIRD
 CA1052
 CA1052.The horizontal coordinates were established by classical geodetic methods
 CA1052.and adjusted by the National Geodetic Survey in February 1996..
 CA1052
 CA1052
 CA1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1052
 CA1052.The geoid height was determined by GEOID03.
 CA1052
 CA1052;                    North         East     Units Scale Factor Converg.
 CA1052;SPC TX C     - 3,228,579.722   825,288.563   MT  0.99996061   +0 40 51.3
 CA1052;SPC TX C     -10,592,431.97  2,707,634.23   sFT  0.99996061   +0 40 51.3
 CA1052;UTM  14      - 3,509,605.984   498,927.162   MT  0.99960001   -0 00 21.4
 CA1052
 CA1052                          SUPERSEDED SURVEY CONTROL
 CA1052
 CA1052  NAD 83(1986)-  31 43 18.68254(N)    099 00 40.75162(W) AD(       ) 4
 CA1052  NAD 27      -  31 43 18.13416(N)    099 00 39.57119(W) AD(       ) 3
 CA1052
 CA1052.Superseded values are not recommended for survey control.
 CA1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1052.See file dsdata.txt to determine how the superseded data were derived.
 CA1052
 CA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9892709606(NAD 83)
 CA1052_MARKER: 42 = RADIO/TV MAST
 CA1052
 CA1052  HISTORY     - Date     Condition        Report By
 CA1052  HISTORY     - 1975     FIRST OBSERVED   NGS
 CA1052
 CA1052                          STATION DESCRIPTION
 CA1052
 CA1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 CA1052'BROWNWOOD, CABLE TELEVISION COMPANY MAST IS A DOUBLE TRIANGULAR
 CA1052'STEEL STRUCTURE OVER HALF WAY UP THEN IT IS A SHINGLE TRIANGULAR,
 CA1052'GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE AND HAS THE
 CA1052'OVERALL HEIGHT OF 500 FEET.
 CA1052'
 CA1052'THE MAST IS LOCATED ABOUT 7 MILES EAST OF BANGS, 1-1/2 MILES WEST
 CA1052'OF BROWNWOOD, 0.2 MILE NORTH OF U.S. HIGHWAY 67 AND 84, ON A
 CA1052'HIGH RIDGE.
 CA1052'
 CA1052'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 279 AND
 CA1052'U.S. HIGHWAY 67 AND 84, GO NORTHWEST ON U.S. HIGHWAY 67 AND
 CA1052'84 FOR 1.55 MILE TO A SIDE ROAD RIGHT.  TURN SHARP RIGHT AND GO
 CA1052'NORTHEAST FOR 0.15 MILE TO A LOCKED GATE ON THE LEFT.  TURN LEFT
 CA1052'AND GO 0.05 MILE TO THE MAST ON RIGHT.
 CA1052'
 CA1052'STATION IS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1032 ***********************************************************************
 CA1032  DESIGNATION -  BROWNWOOD COGGINS AVE BAP CH
 CA1032  PID         -  CA1032
 CA1032  STATE/COUNTY-  TX/BROWN
 CA1032  USGS QUAD   -  BROWNWOOD (1996)
 CA1032
 CA1032                         *CURRENT SURVEY CONTROL
 CA1032  ___________________________________________________________________
 CA1032* NAD 83(1993)-  31 42 13.85341(N)    098 59 03.67263(W)     ADJUSTED  
 CA1032* NAVD 88     -                                                        
 CA1032  ___________________________________________________________________
 CA1032  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CA1032  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CA1032
 CA1032  HORZ ORDER  -  THIRD
 CA1032
 CA1032.The horizontal coordinates were established by classical geodetic methods
 CA1032.and adjusted by the National Geodetic Survey in February 1996..
 CA1032
 CA1032
 CA1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1032
 CA1032.The geoid height was determined by GEOID03.
 CA1032
 CA1032;                    North         East     Units Scale Factor Converg.
 CA1032;SPC TX C     - 3,226,614.174   827,868.686   MT  0.99995671   +0 41 41.3
 CA1032;SPC TX C     -10,585,983.34  2,716,099.18   sFT  0.99995671   +0 41 41.3
 CA1032;UTM  14      - 3,507,610.370   501,482.625   MT  0.99960003   +0 00 29.6
 CA1032
 CA1032                          SUPERSEDED SURVEY CONTROL
 CA1032
 CA1032  NAD 83(1986)-  31 42 13.86359(N)    098 59 03.65739(W) AD(       ) 4
 CA1032  NAD 27      -  31 42 13.31355(N)    098 59 02.47960(W) AD(       ) 3
 CA1032
 CA1032.Superseded values are not recommended for survey control.
 CA1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1032.See file dsdata.txt to determine how the superseded data were derived.
 CA1032
 CA1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0148307610(NAD 83)
 CA1032_MARKER: 90 = CHURCH SPIRE
 CA1032
 CA1032  HISTORY     - Date     Condition        Report By
 CA1032  HISTORY     - 1975     FIRST OBSERVED   NGS
 CA1032
 CA1032                          STATION DESCRIPTION
 CA1032
 CA1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA1032'THE BROWNWOOD COGGINS AVENUE BAPTIST CHURCH IS LOCATED IN THE
 CA1032'CENTRAL PART OF BROWNWOOD.  IT IS A LARGE WHITE CHURCH, THE
 CA1032'POINT INTERSECTED WAS THE TOP OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9802 ***********************************************************************
 DG9802  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9802  DESIGNATION -  BROWNWOOD CORS ARP
 DG9802  CORS_ID     -  TXBW
 DG9802  PID         -  DG9802
 DG9802  STATE/COUNTY-  TX/BROWN
 DG9802  USGS QUAD   -  BROWNWOOD (1996)
 DG9802
 DG9802                         *CURRENT SURVEY CONTROL
 DG9802  ___________________________________________________________________
 DG9802* NAD 83(CORS)-  31 44 15.44966(N)    098 58 00.60445(W)     ADJUSTED  
 DG9802* NAVD 88     -                                                        
 DG9802  ___________________________________________________________________
 DG9802  EPOCH DATE  -        2002.00
 DG9802  X           -    -846,295.743 (meters)                     COMP
 DG9802  Y           -  -5,363,392.439 (meters)                     COMP
 DG9802  Z           -   3,335,929.093 (meters)                     COMP
 DG9802  ELLIP HEIGHT-         390.51  (meters)          (04/??/05) GPS OBS
 DG9802  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DG9802
 DG9802  HORZ ORDER  -  SPECIAL (CORS)
 DG9802  ELLP ORDER  -  SPECIAL (CORS)
 DG9802
 DG9802.ITRF positions are available for this station.
 DG9802.The coordinates were established by GPS observations
 DG9802.and adjusted by the National Geodetic Survey in April 2005..
 DG9802.The coordinates are valid at the epoch date displayed above.
 DG9802.The epoch date for horizontal control is a decimal equivalence
 DG9802.of Year/Month/Day.
 DG9802
 DG9802
 DG9802.The PID for the CORS L1 Phase Center is DG9803.
 DG9802
 DG9802.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9802
 DG9802.The ellipsoidal height was determined by GPS observations
 DG9802.and is referenced to NAD 83.
 DG9802
 DG9802.The geoid height was determined by GEOID03.
 DG9802
 DG9802;                    North         East     Units Scale Factor Converg.
 DG9802;SPC TX C     - 3,230,379.241   829,483.205   MT  0.99996411   +0 42 13.8
 DG9802;SPC TX C     -10,598,335.89  2,721,396.15   sFT  0.99996411   +0 42 13.8
 DG9802
 DG9802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9802!SPC TX C     -   0.99993869  x   0.99996411  =   0.99990280
 DG9802
 DG9802                          SUPERSEDED SURVEY CONTROL
 DG9802
 DG9802.No superseded survey control is available for this station.
 DG9802
 DG9802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0314211354(NAD 83)
 DG9802_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9802
 DG9802                          STATION DESCRIPTION
 DG9802
 DG9802'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9802'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9802'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9802'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9802'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9802'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9803 ***********************************************************************
 DG9803  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9803  DESIGNATION -  BROWNWOOD CORS L1 PHASE CENTER
 DG9803  CORS_ID     -  TXBW
 DG9803  PID         -  DG9803
 DG9803  STATE/COUNTY-  TX/BROWN
 DG9803  USGS QUAD   -  BROWNWOOD (1996)
 DG9803
 DG9803                         *CURRENT SURVEY CONTROL
 DG9803  ___________________________________________________________________
 DG9803* NAD 83(CORS)-  31 44 15.44967(N)    098 58 00.60443(W)     ADJUSTED  
 DG9803* NAVD 88     -                                                        
 DG9803  ___________________________________________________________________
 DG9803  EPOCH DATE  -        2002.00
 DG9803  X           -    -846,295.753 (meters)                     COMP
 DG9803  Y           -  -5,363,392.506 (meters)                     COMP
 DG9803  Z           -   3,335,929.135 (meters)                     COMP
 DG9803  ELLIP HEIGHT-         390.59  (meters)          (04/??/05) GPS OBS
 DG9803  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DG9803
 DG9803  HORZ ORDER  -  SPECIAL (CORS)
 DG9803  ELLP ORDER  -  SPECIAL (CORS)
 DG9803
 DG9803.ITRF positions are available for this station.
 DG9803.The coordinates were established by GPS observations
 DG9803.and adjusted by the National Geodetic Survey in April 2005..
 DG9803.The coordinates are valid at the epoch date displayed above.
 DG9803.The epoch date for horizontal control is a decimal equivalence
 DG9803.of Year/Month/Day.
 DG9803
 DG9803
 DG9803.The PID for the CORS ARP is DG9802.
 DG9803
 DG9803.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9803
 DG9803.The ellipsoidal height was determined by GPS observations
 DG9803.and is referenced to NAD 83.
 DG9803
 DG9803.The geoid height was determined by GEOID03.
 DG9803
 DG9803;                    North         East     Units Scale Factor Converg.
 DG9803;SPC TX C     - 3,230,379.241   829,483.206   MT  0.99996411   +0 42 13.8
 DG9803;SPC TX C     -10,598,335.89  2,721,396.15   sFT  0.99996411   +0 42 13.8
 DG9803
 DG9803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9803!SPC TX C     -   0.99993867  x   0.99996411  =   0.99990278
 DG9803
 DG9803                          SUPERSEDED SURVEY CONTROL
 DG9803
 DG9803.No superseded survey control is available for this station.
 DG9803
 DG9803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0314211354(NAD 83)
 DG9803_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9803
 DG9803                          STATION DESCRIPTION
 DG9803
 DG9803'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9803'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9803'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9803'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9803'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9803'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1046 ***********************************************************************
 CA1046  DESIGNATION -  BROWNWOOD E STORAGE WTR TANK
 CA1046  PID         -  CA1046
 CA1046  STATE/COUNTY-  TX/BROWN
 CA1046  USGS QUAD   -  BANGS EAST (1987)
 CA1046
 CA1046                         *CURRENT SURVEY CONTROL
 CA1046  ___________________________________________________________________
 CA1046* NAD 83(1993)-  31 42 21.24302(N)    099 00 06.33547(W)     ADJUSTED  
 CA1046* NAVD 88     -                                                        
 CA1046  ___________________________________________________________________
 CA1046  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CA1046  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CA1046
 CA1046  HORZ ORDER  -  THIRD
 CA1046
 CA1046.The horizontal coordinates were established by classical geodetic methods
 CA1046.and adjusted by the National Geodetic Survey in February 1996..
 CA1046
 CA1046
 CA1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1046
 CA1046.The geoid height was determined by GEOID03.
 CA1046
 CA1046;                    North         East     Units Scale Factor Converg.
 CA1046;SPC TX C     - 3,226,821.872   826,216.108   MT  0.99995715   +0 41 09.0
 CA1046;SPC TX C     -10,586,664.76  2,710,677.35   sFT  0.99995715   +0 41 09.0
 CA1046;UTM  14      - 3,507,837.777   499,833.244   MT  0.99960000   -0 00 03.3
 CA1046
 CA1046                          SUPERSEDED SURVEY CONTROL
 CA1046
 CA1046  NAD 83(1986)-  31 42 21.25301(N)    099 00 06.32025(W) AD(       ) 4
 CA1046  NAD 27      -  31 42 20.69600(N)    099 00 05.14500(W) AD(       ) 3
 CA1046
 CA1046.Superseded values are not recommended for survey control.
 CA1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1046.See file dsdata.txt to determine how the superseded data were derived.
 CA1046
 CA1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9983307838(NAD 83)
 CA1046_MARKER: 53 = ELEVATED TANK
 CA1046
 CA1046  HISTORY     - Date     Condition        Report By
 CA1046  HISTORY     - 1944     FIRST OBSERVED   CGS
 CA1046
 CA1046                          STATION DESCRIPTION
 CA1046
 CA1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1046'STATION IS THE E ONE OF THE TWO STORAGE TANKS OF THE CITY
 CA1046'WATER PURIFICATION PLANT, LOCATED ABOUT 1.0 MILE SW OF BROWNWOOD,
 CA1046'ON A SMALL HILL OVERLOOKING THE CITY, AND 0.3 MILE NW OF
 CA1046'U.S. HIGHWAY 283.  IT IS AN ALL-STEEL STRUCTURE ABOUT 30 FEET
 CA1046'IN DIAMETER AND 50 FEET HIGH.  THE ENTIRE STRUCTURE IS PAINTED
 CA1046'ALUMINUM.
 CA1046'
 CA1046'POINT OBSERVED UPON, POINT ON THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1051 ***********************************************************************
 CA1051  DESIGNATION -  BROWNWOOD GTE MICROWAVE
 CA1051  PID         -  CA1051
 CA1051  STATE/COUNTY-  TX/BROWN
 CA1051  USGS QUAD   -  BANGS EAST (1987)
 CA1051
 CA1051                         *CURRENT SURVEY CONTROL
 CA1051  ___________________________________________________________________
 CA1051* NAD 83(1993)-  31 42 03.01034(N)    099 00 08.81891(W)     ADJUSTED  
 CA1051* NAVD 88     -                                                        
 CA1051  ___________________________________________________________________
 CA1051  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CA1051  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CA1051
 CA1051  HORZ ORDER  -  THIRD
 CA1051
 CA1051.The horizontal coordinates were established by classical geodetic methods
 CA1051.and adjusted by the National Geodetic Survey in February 1996..
 CA1051
 CA1051
 CA1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1051
 CA1051.The geoid height was determined by GEOID03.
 CA1051
 CA1051;                    North         East     Units Scale Factor Converg.
 CA1051;SPC TX C     - 3,226,259.579   826,157.441   MT  0.99995607   +0 41 07.7
 CA1051;SPC TX C     -10,584,819.97  2,710,484.87   sFT  0.99995607   +0 41 07.7
 CA1051;UTM  14      - 3,507,276.428   499,767.865   MT  0.99960000   -0 00 04.6
 CA1051
 CA1051                          SUPERSEDED SURVEY CONTROL
 CA1051
 CA1051  NAD 83(1986)-  31 42 03.02039(N)    099 00 08.80362(W) AD(       ) 4
 CA1051  NAD 27      -  31 42 02.46994(N)    099 00 07.62376(W) AD(       ) 3
 CA1051
 CA1051.Superseded values are not recommended for survey control.
 CA1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1051.See file dsdata.txt to determine how the superseded data were derived.
 CA1051
 CA1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9976807276(NAD 83)
 CA1051
 CA1051  HISTORY     - Date     Condition        Report By
 CA1051  HISTORY     - 1975     FIRST OBSERVED   NGS
 CA1051
 CA1051                          STATION DESCRIPTION
 CA1051
 CA1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 CA1051'BROWNWOOD, GENERAL TELEPHONE AND ELECTRONICS KLG 25, MICROWAVE
 CA1051'IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 CA1051'ALTERNATELY RED AND WHITE AND HAS THE OVERALL HEIGHT OF 220
 CA1051'FEET WITH TWO ROUND REFLECTORS NEAR THE TOP.
 CA1051'
 CA1051'THE MICROWAVE IS LOCATED ABOUT 1-1/2 MILE SOUTHWEST OF BROWNWOOD.
 CA1051'
 CA1051'TO REACH FROM THE JUNCTION OF CENTER AVENUE AND U.S. HIGHWAY
 CA1051'377 IN BROWNWOOD, GO SOUTHWEST ON CENTER AVENUE FOR 0.55 MILE
 CA1051'TO A CROSS STREET OF W MAIN 2300 AND CENTER AVENUE.  CONTINUE
 CA1051'AHEAD WEST CROSSING RAIL ROAD TRACKS TO A SIDE ROAD LEFT
 CA1051'FOR 0.05 MILE.  TURN LEFT AND GO SOUTH FOR ABOUT 75 FEET
 CA1051'TO A LOCKED GATE, PASS THROUGH GATE AND GO SOUTH UPHILL FOR
 CA1051'0.1 MILE TO A FORK.  KEEP LEFT FORK AND GO 0.15 MILE TO END OF
 CA1051'ROAD, HERE PACK SOUTHWEST FOR ABOUT 0.15 MILE TO THE
 CA1051'MICROWAVE.
 CA1051'
 CA1051'STATION IS RED LIGHT ATOP THE MICROWAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1039 ***********************************************************************
 CA1039  DESIGNATION -  BROWNWOOD PARK STANDPIPE 1944
 CA1039  PID         -  CA1039
 CA1039  STATE/COUNTY-  TX/BROWN
 CA1039  USGS QUAD   -  LAKE BROWNWOOD (1987)
 CA1039
 CA1039                         *CURRENT SURVEY CONTROL
 CA1039  ___________________________________________________________________
 CA1039* NAD 83(1993)-  31 51 33.56187(N)    099 01 32.87160(W)     ADJUSTED  
 CA1039* NAVD 88     -                                                        
 CA1039  ___________________________________________________________________
 CA1039  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CA1039  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CA1039
 CA1039  HORZ ORDER  -  THIRD
 CA1039
 CA1039.The horizontal coordinates were established by classical geodetic methods
 CA1039.and adjusted by the National Geodetic Survey in February 1996..
 CA1039
 CA1039
 CA1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1039
 CA1039.The geoid height was determined by GEOID03.
 CA1039
 CA1039;                    North         East     Units Scale Factor Converg.
 CA1039;SPC TX C     - 3,243,805.123   823,737.788   MT  0.99999364   +0 40 24.4
 CA1039;SPC TX C     -10,642,383.97  2,702,546.39   sFT  0.99999364   +0 40 24.4
 CA1039;UTM  14      - 3,524,843.144   497,559.559   MT  0.99960007   -0 00 49.0
 CA1039
 CA1039                          SUPERSEDED SURVEY CONTROL
 CA1039
 CA1039  NAD 83(1986)-  31 51 33.57160(N)    099 01 32.85801(W) AD(       ) 4
 CA1039  NAD 27      -  31 51 33.02900(N)    099 01 31.66800(W) AD(       ) 3
 CA1039
 CA1039.Superseded values are not recommended for survey control.
 CA1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1039.See file dsdata.txt to determine how the superseded data were derived.
 CA1039
 CA1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9756024843(NAD 83)
 CA1039_MARKER: 52 = STANDPIPE TANK
 CA1039
 CA1039  HISTORY     - Date     Condition        Report By
 CA1039  HISTORY     - 1944     FIRST OBSERVED   CGS
 CA1039  HISTORY     - 1957     GOOD             CGS
 CA1039
 CA1039                          STATION DESCRIPTION
 CA1039
 CA1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1039'STATION IS LOCATED ABOUT 12 MILES NW OF BROWNWOOD, AT THE S
 CA1039'SIDE OF THE LAKE.  IT IS A ROUND CONCRETE STRUCTURE ABOUT 25
 CA1039'FEET HIGH AND 22 FEET IN DIAMETER.
 CA1039'
 CA1039'THE POINT OBSERVED UPON WAS THE CENTER OF THE STANDPIPE.
 CA1039
 CA1039                          STATION RECOVERY (1957)
 CA1039
 CA1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 CA1039'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION SHOULD
 CA1039'READ AS FOLLOWS--
 CA1039'
 CA1039'STATION IS LOCATED ABOUT 12 MILES NNW OF BROWNWOOD, ON THE
 CA1039'WEST SIDE OF THE LAKE.  IT IS A CYLINDRICAL CONCRETE STRUCTURE
 CA1039'ABOUT 25 FEET HIGH AND 22 FEET IN DIAMETER.  THE POINT OBSERVED
 CA1039'UPON WAS THE CENTER OF THE STANDPIPE.
 CA1039'
 CA1039'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CA1039'67 AND 183 IN THE N PART OF BROWNWOOD, GO W ON U.S. HIGHWAY
 CA1039'67 FOR 0.75 MILE TO THE INTERSECTION OF STATE HIGHWAY 279.
 CA1039'TURN RIGHT ON HIGHWAY 279 AND GO 14.2 MILES TO ROAD ON RIGHT
 CA1039'WITH SIGN 36 DIVISION STATE PARK.  TURN RIGHT AND GO 6.0
 CA1039'MILES TO GRAVEL ROAD LEFT WHERE PAVED ROAD STARTS DOWNGRADE.
 CA1039'TURN LEFT ON GRAVEL ROAD AND GO 0.15 MILE TO THE STATION ON
 CA1039'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1050 ***********************************************************************
 CA1050  DESIGNATION -  BROWNWOOD POLICE MAST
 CA1050  PID         -  CA1050
 CA1050  STATE/COUNTY-  TX/BROWN
 CA1050  USGS QUAD   -  BANGS EAST (1987)
 CA1050
 CA1050                         *CURRENT SURVEY CONTROL
 CA1050  ___________________________________________________________________
 CA1050* NAD 83(1993)-  31 42 13.91377(N)    099 00 03.24771(W)     ADJUSTED  
 CA1050* NAVD 88     -                                                        
 CA1050  ___________________________________________________________________
 CA1050  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CA1050  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CA1050
 CA1050  HORZ ORDER  -  THIRD
 CA1050
 CA1050.The horizontal coordinates were established by classical geodetic methods
 CA1050.and adjusted by the National Geodetic Survey in February 1996..
 CA1050
 CA1050
 CA1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1050
 CA1050.The geoid height was determined by GEOID03.
 CA1050
 CA1050;                    North         East     Units Scale Factor Converg.
 CA1050;SPC TX C     - 3,226,597.127   826,300.108   MT  0.99995672   +0 41 10.6
 CA1050;SPC TX C     -10,585,927.41  2,710,952.94   sFT  0.99995672   +0 41 10.6
 CA1050;UTM  14      - 3,507,612.122   499,914.515   MT  0.99960000   -0 00 01.7
 CA1050
 CA1050                          SUPERSEDED SURVEY CONTROL
 CA1050
 CA1050  NAD 83(1986)-  31 42 13.92389(N)    099 00 03.23247(W) AD(       ) 4
 CA1050  NAD 27      -  31 42 13.37233(N)    099 00 02.05338(W) AD(       ) 3
 CA1050
 CA1050.Superseded values are not recommended for survey control.
 CA1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1050.See file dsdata.txt to determine how the superseded data were derived.
 CA1050
 CA1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9991507612(NAD 83)
 CA1050
 CA1050  HISTORY     - Date     Condition        Report By
 CA1050  HISTORY     - 1975     FIRST OBSERVED   NGS
 CA1050
 CA1050                          STATION DESCRIPTION
 CA1050
 CA1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 CA1050'BROWNWOOD, POLICE DEPARTMENT AND SHERIFF OFFICE KVG 65,
 CA1050'MAST IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 CA1050'ALTERNATELY RED AND WHITE AND HAS THE OVERALL HEIGHT OF 270 FEET.
 CA1050'
 CA1050'THE MAST IS LOCATED ABOUT 1-1/4 MILE SOUTHWEST OF BROWNWOOD.
 CA1050'
 CA1050'TO REACH FROM THE JUNCTION OF CENTER AVENUE AND U.S. HIGHWAY 377
 CA1050'IN BROWNWOOD, GO SOUTHWEST ON CENTER AVENUE FOR 0.55 MILE TO A
 CA1050'CROSS STREET OF W MAIN 2300 AND CENTER AVENUE.  CONTINUE AHEAD
 CA1050'CROSSING THE RAIL ROAD TRACKS FOR 0.05 MILE TO A SIDE ROAD
 CA1050'LEFT.  TURN LEFT AND GO SOUTH FOR ABOUT 75 FEET TO A GATE, PASS
 CA1050'THROUGH THE GATE AND GO SOUTH FOR 0.1 MILE TO A FORK.  KEEP LEFT
 CA1050'FORK AND GO FORK 0.15 MILE TO THE MAST, ON A LOW HILL.
 CA1050'
 CA1050'STATION IS RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1182 ***********************************************************************
 CA1182  DESIGNATION -  BRUCE
 CA1182  PID         -  CA1182
 CA1182  STATE/COUNTY-  TX/RUNNELS
 CA1182  USGS QUAD   -  BALLINGER (1967)
 CA1182
 CA1182                         *CURRENT SURVEY CONTROL
 CA1182  ___________________________________________________________________
 CA1182* NAD 83(1993)-  31 40 52.01098(N)    099 58 24.06855(W)     ADJUSTED  
 CA1182* NAVD 88     -       529.8    (meters)    1738.     (feet)  VERTCON   
 CA1182  ___________________________________________________________________
 CA1182  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CA1182  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 CA1182
 CA1182  HORZ ORDER  -  SECOND
 CA1182
 CA1182.This mark is at Bruce Fld (E30) Airport (E30)
 CA1182
 CA1182.The horizontal coordinates were established by classical geodetic methods
 CA1182.and adjusted by the National Geodetic Survey in February 1996..
 CA1182
 CA1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1182
 CA1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1182
 CA1182.The geoid height was determined by GEOID03.
 CA1182
 CA1182;                    North         East     Units Scale Factor Converg.
 CA1182;SPC TX C     - 3,223,373.418   734,131.232   MT  0.99995193   +0 11 07.5
 CA1182;SPC TX C     -10,575,350.96  2,408,562.22   sFT  0.99995193   +0 11 07.5
 CA1182;UTM  14      - 3,505,502.078   407,742.889   MT  0.99970497   -0 30 40.4
 CA1182
 CA1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1182!SPC TX C     -   0.99992074  x   0.99995193  =   0.99987268
 CA1182!UTM  14      -   0.99992074  x   0.99970497  =   0.99962574
 CA1182
 CA1182|---------------------------------------------------------------------|
 CA1182| PID    Reference Object                     Distance      Geod. Az  |
 CA1182|                                                           dddmmss.s |
 CA1182| CV4371 BRUCE RM 2                           25.343 METERS 09503     |
 CA1182| CV4370 BRUCE RM 1                           28.510 METERS 17846     |
 CA1182| CB0818 BOOM                                APPROX. 3.1 KM 2775159.6 |
 CA1182|---------------------------------------------------------------------|
 CA1182
 CA1182                          SUPERSEDED SURVEY CONTROL
 CA1182
 CA1182  NAD 83(1986)-  31 40 52.01793(N)    099 58 24.05437(W) AD(       ) 2
 CA1182  NAD 27      -  31 40 51.46493(N)    099 58 22.74793(W) AD(       ) 2
 CA1182  NGVD 29 (07/19/86)  529.7    (m)         1738.     (f) VERT ANG       
 CA1182
 CA1182.Superseded values are not recommended for survey control.
 CA1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1182.See file dsdata.txt to determine how the superseded data were derived.
 CA1182
 CA1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0774305502(NAD 83)
 CA1182_MARKER: DD = SURVEY DISK
 CA1182_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1182+WITH SETTING: INFORMATION.
 CA1182_SP_SET: PREFABRICATED CONCRETE POST
 CA1182
 CA1182  HISTORY     - Date     Condition        Report By
 CA1182  HISTORY     - 1967     MONUMENTED       USGS
 CA1182
 CA1182                          STATION DESCRIPTION
 CA1182
 CA1182'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EEM)
 CA1182'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 1.5 MILES
 CA1182'WEST OF BALLINGER, ABOUT 2.1 MILES NORTH AND 4.4 MILES EAST
 CA1182'OF ROWENA, AT THE ENTRANCE TO BRUCE FIELD.  45 FEET EAST
 CA1182'OF MAIN ENTRANCE ROAD TO AIRPORT AND 51 FEET SOUTH OF AN
 CA1182'EAST-WEST ROAD.  IN THE EAST TRIANGLE FORMED BY THE ENTRANCE, AND
 CA1182'4 FEET NORTH OF A METAL WITNESS POST.
 CA1182'
 CA1182'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CA1182'AND 83 IN BALLINGER, PROCEED SOUTHWEST ALONG U.S. HIGHWAY
 CA1182'67, FOR 2.95 MILES TO ROAD SOUTH, TURN LEFT (SOUTH) FOR
 CA1182'1.7 MILES TO THE AIRPORT ENTRANCE AND THE STATION SITE.
 CA1182'
 CA1182'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1182'STEEL ROD, DRIVEN TO POINT OF REFUSAL (9.0 FEET), CENTERED
 CA1182'IN A 6 INCH DIAMETER PLASTIC CASING, 12 INCHES LONG, FILLED
 CA1182'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND
 CA1182'STAMPED BRUCE ET 1967.
 CA1182'
 CA1182'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1182'CRIMPED TO A COPPER COATED STEEL ROD, DRIVEN TO POINT OF REFUSAL
 CA1182'(9.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING,
 CA1182'12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH
 CA1182'WITH THE GROUND AND STAMPED BRUCE ET 1967 NO. 1.
 CA1182'
 CA1182'REFERENCE MARK NO. 2--A USGS REFERENCE MARK TABLET CRIMPED
 CA1182'TO A COPPER COATED STEEL ROD, DRIVEN TO A DEPTH OF 10.0 FEET,
 CA1182'CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG,
 CA1182'FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND
 CA1182'AND STAMPED BRUCE ET 1967 NO. 2.
 CA1182'
 CA1182'DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED.
 CA1182'
 CA1182'STATION BOOM ET, 1.8 MILES WEST-NORTHWEST IS VISIBLE FROM
 CA1182'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0717 ***********************************************************************
 EN0717  DESIGNATION -  BRUCE
 EN0717  PID         -  EN0717
 EN0717  STATE/COUNTY-  TX/CHILDRESS
 EN0717  USGS QUAD   -  HELL ROARING CREEK (1981)
 EN0717
 EN0717                         *CURRENT SURVEY CONTROL
 EN0717  ___________________________________________________________________
 EN0717* NAD 83(1993)-  34 21 58.83202(N)    100 16 57.64608(W)     ADJUSTED  
 EN0717* NAVD 88     -       585.     (meters)    1919.     (feet)  SCALED    
 EN0717  ___________________________________________________________________
 EN0717  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 EN0717  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 EN0717
 EN0717  HORZ ORDER  -  FIRST
 EN0717
 EN0717.The horizontal coordinates were established by classical geodetic methods
 EN0717.and adjusted by the National Geodetic Survey in February 1996..
 EN0717
 EN0717.The orthometric height was scaled from a topographic map.
 EN0717
 EN0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0717
 EN0717.The geoid height was determined by GEOID03.
 EN0717
 EN0717;                    North         East     Units Scale Factor Converg.
 EN0717;SPC TX N     - 1,041,331.989   311,982.701   MT  1.00007782   +0 42 19.7
 EN0717;SPC TX N     - 3,416,436.70  1,023,563.24   sFT  1.00007782   +0 42 19.7
 EN0717;SPC TXNC     - 2,300,788.028   436,003.471   MT  1.00013601   -0 58 20.1
 EN0717;SPC TXNC     - 7,548,502.06  1,430,454.72   sFT  1.00013601   -0 58 20.1
 EN0717;UTM  14      - 3,803,521.806   382,054.648   MT  0.99977147   -0 43 26.9
 EN0717
 EN0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0717!SPC TX N     -   0.99991256  x   1.00007782  =   0.99999037
 EN0717!SPC TXNC     -   0.99991256  x   1.00013601  =   1.00004856
 EN0717!UTM  14      -   0.99991256  x   0.99977147  =   0.99968405
 EN0717
 EN0717|---------------------------------------------------------------------|
 EN0717| PID    Reference Object                     Distance      Geod. Az  |
 EN0717|                                                           dddmmss.s |
 EN0717| CX7663 BRUCE RM 3                           20.437 METERS 09216     |
 EN0717| CX7661 BRUCE RM 1                           12.532 METERS 27119     |
 EN0717| CX7660 BRUCE AZ MK                                        2721235.5 |
 EN0717| EN0718 VOR CHILDRESS CDS                   APPROX. 0.7 KM 2972012.9 |
 EN0717| CX7662 BRUCE RM 2                           18.142 METERS 35215     |
 EN0717|---------------------------------------------------------------------|
 EN0717
 EN0717                          SUPERSEDED SURVEY CONTROL
 EN0717
 EN0717  NAD 83(1993)-  34 21 58.83237(N)    100 16 57.64590(W) AD(       ) 1
 EN0717  NAD 83(1986)-  34 21 58.83747(N)    100 16 57.63850(W) AD(       ) 1
 EN0717  NAD 27      -  34 21 58.60512(N)    100 16 56.22108(W) AD(       ) 1
 EN0717
 EN0717.Superseded values are not recommended for survey control.
 EN0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0717.See file dsdata.txt to determine how the superseded data were derived.
 EN0717
 EN0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8205503522(NAD 83)
 EN0717_MARKER: DS = TRIANGULATION STATION DISK
 EN0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0717
 EN0717  HISTORY     - Date     Condition        Report By
 EN0717  HISTORY     - 1935     MONUMENTED       CGS
 EN0717  HISTORY     - 1943     GOOD             CGS
 EN0717  HISTORY     - 1957     GOOD             CGS
 EN0717  HISTORY     - 1958     GOOD             CGS
 EN0717  HISTORY     - 1961     GOOD             CGS
 EN0717  HISTORY     - 1967     GOOD             CGS
 EN0717
 EN0717                          STATION DESCRIPTION
 EN0717
 EN0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0717'STATION IS ABOUT 4 MILES S AND 4 MILES W OF CHILDRESS, NEAR THE
 EN0717'NE CORNER OF SECTION 671, WACO AND NW BLOCK H, ON LAND OWNED BY
 EN0717'W.S. BRUCE, AND A LITTLE W OF N OF HIS HOUSE.  STATION IS 25
 EN0717'FEET S OF AN E-W SECTION LINE ROAD AND ABOUT 0.1 MILE W OF
 EN0717'U.S. HIGHWAY 83.  MARK IS PLACED 30 INCHES S OF A PRIVATE GAS
 EN0717'LINE AND 3 FEET S OF AN E-W RIGHT-OF-WAY FENCE.
 EN0717'
 EN0717'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0717'BRONZE DISKS SET IN CONCRETE.
 EN0717'
 EN0717'REFERENCE MARK NO. 1 IS W OF STATION SET IN E-W RIGHT-OF-WAY
 EN0717'FENCE, 30 FEET S OF CENTER LINE OF E-W ROAD.
 EN0717'
 EN0717'REFERENCE MARK NO. 2 IS N OF STATION SET IN E-W RIGHT-OF-WAY
 EN0717'FENCE, 30 FEET N OF CENTER LINE OF E-W ROAD.
 EN0717'
 EN0717'AZIMUTH MARK IS 1.2 MILES W OF STATION.  REACHED FROM STATION
 EN0717'BY FOLLOWING SECTION LINE ROAD 1.2 MILES TO TOP OF GRADE.  MARK
 EN0717'IS SET 30 FEET N OF CENTER LINE OF ROAD IN RIGHT-OF-WAY FENCE.
 EN0717'
 EN0717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 370 AND
 EN0717'83 JUST W OF CHILDRESS, GO S ON U.S. HIGHWAY 83 FOR 5.55 MILES
 EN0717'TO TOP OF GRADE, SECTION LINE ROAD AND LARGE WHITE HOUSE ON
 EN0717'RIGHT, TURN W ON SECTION LINE ROAD 0.1 MILE AND STATION MARK ON
 EN0717'LEFT.
 EN0717'
 EN0717'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 EN0717
 EN0717                          STATION RECOVERY (1943)
 EN0717
 EN0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 EN0717'ORIGINAL DESCRIPTION ADEQUATE.  STATION MARK FOUND IN GOOD
 EN0717'CONDITION.
 EN0717
 EN0717                          STATION RECOVERY (1957)
 EN0717
 EN0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 EN0717'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 EN0717'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 EN0717'DISTANCE TO REFERENCE MARK 1 AND THE DIRECTION BETWEEN THE
 EN0717'REFERENCE MARKS CHECKED WITH THE PREVIOUS DATA.  A DIFFERENCE
 EN0717'IN DISTANCE TO REFERENCE MARK 2 WAS NOTED.  IT WAS FOUND THAT
 EN0717'THE OBSERVATIONS ON THE 1935 DESCRIPTION WERE IN ERROR.  IN
 EN0717'THE OBJECT COLUMN REFERENCE MARK 1 SHOULD COME BEFORE THE
 EN0717'AZIMUTH MARK AND REFERENCE MARK 2 SHOULD TAKE ITS PLACE.  THE
 EN0717'DISTANCES SHOULD BE REVERSED ALSO.  THE ROUTE TO THE STATION
 EN0717'IS STILL ADEQUATE FOR A QUICK RECOVERY.
 EN0717
 EN0717                          STATION RECOVERY (1958)
 EN0717
 EN0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 EN0717'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EN0717'CONDITION.
 EN0717'
 EN0717'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 EN0717
 EN0717                          STATION RECOVERY (1961)
 EN0717
 EN0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JRM)
 EN0717'STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE RECOVERED
 EN0717'IN GOOD CONDITION.  THE PRIVATE GAS LINE AND EAST-WEST
 EN0717'RIGHT-OF-WAY FENCE ARE GONE.  U.S. 370 IS NOW U.S. 287.  REMAINDER
 EN0717'OF DESCRIPTION IS CORRECT.
 EN0717
 EN0717                          STATION RECOVERY (1967)
 EN0717
 EN0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0717'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 EN0717'RECOVERED.  THE OBSERVED DIRECTION TO THE AZIMUTH MARK DID NOT CHECK
 EN0717'WITH THE 1935 OBSERVATION.  TWO SETS OF OBSERVATIONS WERE TAKEN ON
 EN0717'THE AZIMUTH MARK ON TWO SEPERATE NIGHTS AND WERE IN AGREEMENT.
 EN0717'REFERENCE MARK 2 WAS FOUND TILTED IN AN EASTERLY DIRECTION.  THE
 EN0717'OBSERVED DIRECTION DID NOT CHECK, HOWEVER THE DISTANCE DID CHECK
 EN0717'THE 1957 MEASUREMENT.  A REFERENCE MARK 3 WAS SET AT THIS TIME.
 EN0717'DUE TO INADEQUACY OF THE PREVIOUS DESCRIPTION A NEW DESCRIPTION
 EN0717'FOLLOWS.
 EN0717'
 EN0717'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF CHILDRESS, 1 MILE
 EN0717'SOUTH OF FARM ROAD 94, 0.1 MILE WEST OF U.S. HIGHWAY 83-62 AND ON
 EN0717'THE PROPERTY OF J.F. HENLY WHO LIVES AT THE STATION SITE.
 EN0717'
 EN0717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287-83-62 IN
 EN0717'IN THE WEST EDGE OF CHILDRESS, GO SOUTH ON U.S. HIGHWAY 83-62 FOR
 EN0717'5.75 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.1 MILE TO
 EN0717'THE STATION ON THE LEFT.  CONTINUE WEST FOR 1.2 MILES TO THE
 EN0717'AZIMUTH MARK ON THE NORTH RIGHT OF WAY.
 EN0717'
 EN0717'THE STATION MARK IS A STANDARD DISK STAMPED BRUCE 1935, SET IN THE
 EN0717'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE SURFACE
 EN0717'OF THE GROUND.  IT IS 97.0 FEET WEST OF THE CENTERLINE OF A
 EN0717'DRIVEWAY, 90.0 FEET EAST OF A TELEPHONE LINE POLE, 36.0 FEET
 EN0717'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 5.9 FEET EAST
 EN0717'OF A WITNESS POST.
 EN0717'
 EN0717'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRUCE NO 1 1935, SET IN
 EN0717'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE
 EN0717'SURFACE OF THE GROUND.  IT IS 49.0 FEET EAST OF THE TELEPHONE LINE
 EN0717'POLE, 34.7 FEET WEST OF THE WITNESS POST AND 34.0 SOUTH OF THE
 EN0717'CENTERLINE OF THE GRAVELED ROAD.
 EN0717'
 EN0717'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRUCE NO 2 1935, SET IN
 EN0717'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 1 INCH
 EN0717'ABOVE THE GROUND SURFACE OF THE GROUND.  IT IS 98.5 FEET NORTHEAST
 EN0717'OF THE TELEPHONE LINE POLE, 61.4 FEET NORTH OF THE WITNESS POST
 EN0717'AND 26.0 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD.
 EN0717'
 EN0717'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BRUCE NO 3 1935 1967, SET
 EN0717'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0717'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 75.6 FEET
 EN0717'EAST OF THE WITNESS POST, 35.5 FEET SOUTH OF THE CENTERLINE OF THE
 EN0717'GRAVELED ROAD AND 31.0 FEET WEST OF THE CENTERLINE OF THE
 EN0717'DRIVEWAY.
 EN0717'
 EN0717'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BRUCE AZI
 EN0717'1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 EN0717'PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 31.0 FEET
 EN0717'NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND 2.6 FEET NORTH OF A
 EN0717'WITNESS POST.
 EN0717'
 EN0717'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHWEST
 EN0717'OF CHILDRESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0890 ***********************************************************************
 BP0890  DESIGNATION -  BRUCE
 BP0890  PID         -  BP0890
 BP0890  STATE/COUNTY-  TX/PECOS
 BP0890  USGS QUAD   -  BELDING NW (1970)
 BP0890
 BP0890                         *CURRENT SURVEY CONTROL
 BP0890  ___________________________________________________________________
 BP0890* NAD 83(1993)-  30 55 16.33427(N)    103 11 37.95056(W)     ADJUSTED  
 BP0890* NAVD 88     -       945.45   (+/-2cm)    3101.9    (feet)  VERTCON   
 BP0890  ___________________________________________________________________
 BP0890  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BP0890  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 BP0890
 BP0890  HORZ ORDER  -  FIRST
 BP0890  VERT ORDER  -  THIRD ? (See Below)
 BP0890
 BP0890.The horizontal coordinates were established by classical geodetic methods
 BP0890.and adjusted by the National Geodetic Survey in February 1996..
 BP0890
 BP0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0890.The vertical order pertains to the NGVD 29 superseded value.
 BP0890
 BP0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0890
 BP0890.The geoid height was determined by GEOID03.
 BP0890
 BP0890;                    North         East     Units Scale Factor Converg.
 BP0890;SPC TX C     - 3,142,586.442   426,643.880   MT  0.99988272   -1 28 24.1
 BP0890;SPC TX C     -10,310,302.35  1,399,747.46   sFT  0.99988272   -1 28 24.1
 BP0890;UTM  13      - 3,422,267.436   672,578.828   MT  0.99996740   +0 55 42.0
 BP0890
 BP0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0890!SPC TX C     -   0.99985522  x   0.99988272  =   0.99973796
 BP0890!UTM  13      -   0.99985522  x   0.99996740  =   0.99982263
 BP0890
 BP0890|---------------------------------------------------------------------|
 BP0890| PID    Reference Object                     Distance      Geod. Az  |
 BP0890|                                                           dddmmss.s |
 BP0890| CH8474 BRUCE RM 2                           44.592 METERS 00047     |
 BP0890| CH8473 BRUCE RM 1                           43.190 METERS 08855     |
 BP0890| BP0892 BRUCE 2                              27.833 METERS 19355     |
 BP0890| BP0893 BRUCE 3                              33.981 METERS 19355     |
 BP0890| CH8472 BRUCE AZ MK                                        2764005.9 |
 BP0890| CH8475 BRUCE 2 AZ MK                                      2764012.6 |
 BP0890|---------------------------------------------------------------------|
 BP0890
 BP0890                          SUPERSEDED SURVEY CONTROL
 BP0890
 BP0890  NAD 83(1986)-  30 55 16.33840(N)    103 11 37.94486(W) AD(       ) 1
 BP0890  NAD 27      -  30 55 15.78400(N)    103 11 36.34600(W) AD(       ) 1
 BP0890  NGVD 29 (07/19/86)  945.10   (m)         3100.7    (f) LEVELING    3  
 BP0890
 BP0890.Superseded values are not recommended for survey control.
 BP0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0890.See file dsdata.txt to determine how the superseded data were derived.
 BP0890
 BP0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ7257922267(NAD 83)
 BP0890_MARKER: DS = TRIANGULATION STATION DISK
 BP0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0890
 BP0890  HISTORY     - Date     Condition        Report By
 BP0890  HISTORY     - 1935     MONUMENTED       CGS
 BP0890  HISTORY     - 1940     GOOD             PHILIP
 BP0890  HISTORY     - 1943     GOOD             CGS
 BP0890  HISTORY     - 1968     SEE DESCRIPTION  CGS
 BP0890  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BP0890  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0890
 BP0890                          STATION DESCRIPTION
 BP0890
 BP0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0890'STATION IS 18 MILES WEST OF FT. STOCKTON ON A BROAD FLAT PASTURE
 BP0890'RIDGE THAT RUNS NORTHEAST AND SOUTHWEST.  IT IS 75 YARDS EAST
 BP0890'OF A YELLOW HOTEL SIGN.  72 FEET SOUTH OF THE CENTERLINE OF
 BP0890'U.S. ROUTE NO. 290.  14.8 FT. SOUTH OF THE SOUTH RIGHT-OF-WAY
 BP0890'FENCE, AND MARK PROJECTS 5 INCHES.
 BP0890'
 BP0890'REFERENCE MARK 1 IS EAST OF STATION.  1 FOOT SOUTH OF SOUTH
 BP0890'RIGHT-OF-WAY FENCE.  58 FEET SOUTH OF THE CENTERLINE OF U.S.
 BP0890'ROUTE NO. 290 AND PROJECTS 6 INCHES.
 BP0890'
 BP0890'REFERENCE MARK 2 IS NORTH OF STATION.  3 FEET SOUTH OF NORTH
 BP0890'RIGHT-OF-WAY FENCE.  62 FEET NORTH OF CENTERLINE OF U.S. ROUTE
 BP0890'NO. 290 AND PROJECTS 6 INCHES.
 BP0890'
 BP0890'AZIMUTH MARK IS WEST OF STATION.  25 FEET SOUTH OF SOUTH
 BP0890'RIGHT-OF-WAY FENCE.  85 FEET SOUTH OF CENTERLINE OF U.S. ROUTE
 BP0890'NO. 290 AND IS FLUSH WITH THE GROUND.
 BP0890'
 BP0890'STATION IS REACHED FROM FT. STOCKTON BY DRIVING WEST ON
 BP0890'U.S. ROUTE NO. 290 FOR 18.0 MILES FROM THE JUNCTION OF U.S.
 BP0890'ROUTE NO. 290 AND TEXAS STATE ROUTE NO. 27 TO THE TOP OF THE
 BP0890'RIDGE AND STATION.
 BP0890'
 BP0890'A 10-FOOT STAND NECESSARY TO CLEAR ALL LINES.
 BP0890
 BP0890                          STATION RECOVERY (1940)
 BP0890
 BP0890'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1940
 BP0890'REFERENCE MARKS 1 AND 2 IN PLACE.
 BP0890
 BP0890                          STATION RECOVERY (1943)
 BP0890
 BP0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0890'STATION IS LOCATED 14 MILES WEST-NORTHWEST OF FT. STOCKTON
 BP0890'BY AIRLINE.
 BP0890'
 BP0890'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 285, ABOUT
 BP0890'100 YARDS SOUTHWEST OF THE SANTA FE DEPOT IN NORTH EDGE OF
 BP0890'FT. STOCKTON, GO WEST ON U.S. HIGHWAY 290 FOR 17.9 MILES TO
 BP0890'TOP OF RIDGE AND STATION ON LEFT.
 BP0890'
 BP0890'STATION IS LOCATED 73.5 FEET SOUTH OF THE CENTER LINE OF
 BP0890'HIGHWAY AND 15 FEET SOUTH OF A FENCE.  A STANDARD BRONZE DISK
 BP0890'SET IN THE TOP OF A 10 INCH SQUARE BLOCK OF CONCRETE AND
 BP0890'PROJECTS 6 INCHES STAMPED BRUCE 1935.
 BP0890'
 BP0890'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND 2 FEET SOUTH
 BP0890'OF AN EAST WEST FENCE.  A STANDARD BRONZE DISK SET IN THE
 BP0890'TOP OF A 10 INCH SQUARE BLOCK OF CONCRETE AND PROJECTS 4 INCHES
 BP0890'STAMPED BRUCE NO 1 1935.
 BP0890'
 BP0890'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, AND IS 72.9 FEET
 BP0890'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IS 4 FEET SOUTH
 BP0890'OF AN EAST WEST FENCE, AND IS ACROSS HIGHWAY FROM STATION.  A
 BP0890'STANDARD BRONZE DISK SET IN THE TOP OF A 12 INCH SQUARE BLOCK
 BP0890'OF CONCRETE AND PROJECTS 4 INCHES STAMPED BRUCE NO 2 1935.
 BP0890'
 BP0890'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION ALONG THE HIGHWAY,
 BP0890'AND IS 9 PACES SOUTH OF AN EAST WEST FENCE ON SOUTH SIDE OF
 BP0890'HIGHWAY.  A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN
 BP0890'BEDROCK FLUSH WITH THE GROUND STAMPED BRUCE AZIMUTH 1935.
 BP0890'
 BP0890'A 10-FOOT STAND WAS USED OVER THE STATION.
 BP0890
 BP0890                          STATION RECOVERY (1968)
 BP0890
 BP0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BP0890'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 BP0890'TO BE IN GOOD CONDITION.  THE REFERENCE MARKS WERE SEARCHED FOR
 BP0890'BUT ARE BELIEVED TO HAVE BEEN DESTROYED BY THE CONSTRUCTION OF
 BP0890'THE NORTH LANE OF INTERSTATE 10.  A NEW STATION, BRUCE 2 1968 WAS
 BP0890'ESTABLISHED AT THIS TIME WITH A COMPLETE NEW SET OF MARKS.  THE
 BP0890'STATION MARK AND THE AZIMUTH MARK WILL BE DESTROYED BY THE
 BP0890'CONSTRUCTION OF THE SOUTH LANE OF THE NEW HIGHWAY.
 BP0890'
 BP0890'THE STATION IS LOCATED ABOUT 18 MILES WEST OF FT. STOCKTON ON
 BP0890'THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 290 AND THE NORTH LANE OF
 BP0890'INTERSTATE 10.
 BP0890'
 BP0890'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 BP0890'TRIANGULATION STATION BRUCE 2 1968.
 BP0890'
 BP0890'THE STATION MARK IS A STANDARD DISK STAMPED BRUCE 1935, SET IN
 BP0890'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 BP0890'INCHES ABOVE THE GROUND SURFACE.  IT IS 112 FEET NORTH OF THE
 BP0890'RIGHT-OF-WAY FENCE, 74 FEET SOUTH OF THE CENTER OF THE PAVED
 BP0890'ROAD AND 2 FEET WEST OF THE METAL WITNESS POST WITH SIGN
 BP0890'ATTACHED.
 BP0890'
 BP0890'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 BP0890'BRUCE AZIMUTH 1935, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 BP0890'BEDROCK AND FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET SOUTH
 BP0890'OF THE CENTER OF THE HIGHWAY AND 86 FEET NORTH OF THE RIGHT-OF-WAY
 BP0890'FENCE.
 BP0890'
 BP0890'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON
 BP0890'U.S. HIGHWAY 290 FOR 0.5 MILE TO THE MARK ON THE LEFT, THE SOUTH
 BP0890'SIDE OF THE HIGHWAY.
 BP0890'
 BP0890'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BRUCE
 BP0890'2 1968.
 BP0890'
 BP0890'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BP0890'18 MILES WEST OF FT. STOCKTON.
 BP0890
 BP0890                          STATION RECOVERY (1970)
 BP0890
 BP0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BP0890'THE SURFACE AND SUB-STATION MARKS WERE RECOVERED IN GOOD CONDITION
 BP0890'AZIMUTH MARK WAS FOUND TO BE IN GOOD CONDITION.  REFERENCE MARKS
 BP0890'NO. 1 AND NO. 2 WERE FOUND TO BE DESTROYED.
 BP0890'
 BP0890'THE STATION MARK AND AZIMUTH MARK WERE FOUND TO BE IN THE AREA
 BP0890'OF CONSTRUCTION FOR ROAD IMPROVEMENTS.  THE MARKS WERE DESTROYED
 BP0890'BY THIS PARTY AFTER A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 BP0890'STATION BRUCE 3 1970, DISTANCE BEING 33.980 METERS (111.48
 BP0890'FEET) SOUTH OF STATION BRUCE.  THE SUB-STATION MARK FOR BRUCE
 BP0890'WILL PROBABLY BE DESTROYED AS IT WAS REPORTED THERE WILL BE
 BP0890'DIGGING AT THE SITE.
 BP0890'
 BP0890'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BP0890'18 MILES WEST OF FORT STOCKTON.
 BP0890
 BP0890                          STATION RECOVERY (1996)
 BP0890
 BP0890'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0892 ***********************************************************************
 BP0892  DESIGNATION -  BRUCE 2
 BP0892  PID         -  BP0892
 BP0892  STATE/COUNTY-  TX/PECOS
 BP0892  USGS QUAD   -  BELDING NW (1970)
 BP0892
 BP0892                         *CURRENT SURVEY CONTROL
 BP0892  ___________________________________________________________________
 BP0892* NAD 83(1993)-  30 55 15.45703(N)    103 11 38.20273(W)     ADJUSTED  
 BP0892* NAVD 88     -       945.42   (+/-2cm)    3101.8    (feet)  VERTCON   
 BP0892  ___________________________________________________________________
 BP0892  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BP0892  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 BP0892
 BP0892  HORZ ORDER  -  FIRST
 BP0892  VERT ORDER  -  THIRD ? (See Below)
 BP0892
 BP0892.The horizontal coordinates were established by classical geodetic methods
 BP0892.and adjusted by the National Geodetic Survey in February 1996..
 BP0892
 BP0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0892.The vertical order pertains to the NGVD 29 superseded value.
 BP0892
 BP0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0892
 BP0892.The geoid height was determined by GEOID03.
 BP0892
 BP0892;                    North         East     Units Scale Factor Converg.
 BP0892;SPC TX C     - 3,142,559.610   426,636.493   MT  0.99988272   -1 28 24.2
 BP0892;SPC TX C     -10,310,214.32  1,399,723.23   sFT  0.99988272   -1 28 24.2
 BP0892;UTM  13      - 3,422,240.316   672,572.572   MT  0.99996737   +0 55 41.8
 BP0892
 BP0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0892!SPC TX C     -   0.99985523  x   0.99988272  =   0.99973796
 BP0892!UTM  13      -   0.99985523  x   0.99996737  =   0.99982260
 BP0892
 BP0892|---------------------------------------------------------------------|
 BP0892| PID    Reference Object                     Distance      Geod. Az  |
 BP0892|                                                           dddmmss.s |
 BP0892| BP0890 BRUCE                                27.833 METERS 01355     |
 BP0892| CH8476 BRUCE 2 RM 3                         19.854 METERS 11159     |
 BP0892| BP0893 BRUCE 3                               6.148 METERS 19355     |
 BP0892| CH8477 BRUCE 2 RM 4                         25.584 METERS 26043     |
 BP0892| BP0891 BRUCE 3 AZ MK                       APPROX. 0.8 KM 2784352.2 |
 BP0892| CH8475 BRUCE 2 AZ MK                                      2832004.0 |
 BP0892|---------------------------------------------------------------------|
 BP0892
 BP0892                          SUPERSEDED SURVEY CONTROL
 BP0892
 BP0892  NAD 83(1986)-  30 55 15.46109(N)    103 11 38.19705(W) AD(       ) 1
 BP0892  NAD 27      -  30 55 14.90665(N)    103 11 36.59823(W) AD(       ) 1
 BP0892  NGVD 29 (07/19/86)  945.07   (m)         3100.6    (f) LEVELING    3  
 BP0892
 BP0892.Superseded values are not recommended for survey control.
 BP0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0892.See file dsdata.txt to determine how the superseded data were derived.
 BP0892
 BP0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ7257322240(NAD 83)
 BP0892_MARKER: DS = TRIANGULATION STATION DISK
 BP0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BP0892
 BP0892  HISTORY     - Date     Condition        Report By
 BP0892  HISTORY     - 1968     MONUMENTED       CGS
 BP0892  HISTORY     - 1968     GOOD             CGS
 BP0892  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BP0892  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0892
 BP0892                          STATION DESCRIPTION
 BP0892
 BP0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BP0892'THE STATION IS LOCATED ABOUT 18 MILES WEST OF FT. STOCKTON, ON
 BP0892'THE HIGHEST POINT OF A LOW HILL AND ON THE ROAD RIGHT-OF-WAY.
 BP0892'
 BP0892'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67,
 BP0892'285 AND 290 IN THE WEST EDGE OF FT. STOCKTON, GO WEST ON
 BP0892'U.S. HIGHWAY 67 AND 290 FOR 9.4 MILES TO THE JUNCTION ON
 BP0892'U.S. HIGHWAY 67 ON THE LEFT.  CONTINUE WEST ON U.S. HIGHWAY 290
 BP0892'FOR 8.7 MILES TO THE HIGHEST POINT OF A LOW HILL AND THE STATION
 BP0892'OF THE LEFT.  (CONTINUE WEST FOR 0.55 MILE TO TWO METAL GATES
 BP0892'ON THE RIGHT AND THE AZIMUTH MARK.)
 BP0892'
 BP0892'THE STATION MARK IS A STANDARD DISK, STAMPED BRUCE 2 1968, SET
 BP0892'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BP0892'2-INCHES.  IT IS 164 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 BP0892'290, 21.5 FEET NORTH OF A WIRE FENCE AND 2.0 FEET SOUTHWEST OF
 BP0892'A METAL WITNESS POST WITH SIGN ATTACHED.
 BP0892'
 BP0892'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BRUCE 2 NO 3 1968,
 BP0892'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BP0892'2-INCHES.  IT IS 182.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 BP0892'290, 4.8 FEET WEST-NORTHWEST OF A METAL WITNESS POST WITH SIGN
 BP0892'ATTACHED AND 1.4 FEET NORTH OF A WIRE FENCE.
 BP0892'
 BP0892'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BRUCE 2 NO 4 1968,
 BP0892'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BP0892'4-INCHES.  IT IS 183.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 BP0892'290, 85.5 FEET WEST-SOUTHWEST OF THE METAL WITNESS POST WITH
 BP0892'SIGN AND 1.7 FEET NORTH OF THE WIRE FENCE.
 BP0892'
 BP0892'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRUCE 2 1968,
 BP0892'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 BP0892'GROUND SURFACE.  IT IS 94.5 FEET WEST OF A POWER LINE POLE, 44
 BP0892'FEET WEST-NORTHWEST OF THE WEST GATE POST, 15.4 FEET NORTH OF
 BP0892'A WIRE FENCE AND 16.2 FEET NORTH OF A METAL WITNESS POST WITH
 BP0892'SIGN ATTACHED.
 BP0892
 BP0892                          STATION RECOVERY (1968)
 BP0892
 BP0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BP0892'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN APRIL, 1968.
 BP0892'
 BP0892'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BP0892'19 MILES WEST OF FORT STOCKTON.
 BP0892
 BP0892                          STATION RECOVERY (1970)
 BP0892
 BP0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BP0892'THE STATION MARK, REFERENCE MARKS NO. 3, NO. 4 AND AZIMUTH MARK
 BP0892'1968 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 BP0892'ORIGINAL DESCRIPTION.
 BP0892'
 BP0892'THE STATION MARK WAS FOUND TO BE IN THE AREA OF CONSTRUCTION
 BP0892'FOR ROAD IMPROVEMENTS.  THE SURFACE STATION MARK WAS DESTROYED
 BP0892'AFTER A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BP0892'BRUCE 3 1970.  DISTANCE BEING 6.149 METERS (20.17 FEET) SOUTH
 BP0892'OF BRUCE 2.
 BP0892'
 BP0892'THE AZIMUTH MARK, REFERENCE MARKS NO. 3 AND NO. 4 WERE NOT IN
 BP0892'THE AREA OF CONSTRUCTION OF ROAD WORK.  THEY WERE LEFT INTACT
 BP0892'AND WERE USED TO SERVE BRUCE 3.
 BP0892'
 BP0892'BRUCE 2 SUB-STATION MARK WILL BE UNDER THE FRONTAGE ROAD AFTER
 BP0892'COMPLETION OF ROAD WORK.
 BP0892'
 BP0892'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BP0892'18 MILES WEST OF FORT STOCKTON.
 BP0892
 BP0892                          STATION RECOVERY (1996)
 BP0892
 BP0892'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0893 ***********************************************************************
 BP0893  DESIGNATION -  BRUCE 3
 BP0893  PID         -  BP0893
 BP0893  STATE/COUNTY-  TX/PECOS
 BP0893  USGS QUAD   -  BELDING NW (1970)
 BP0893
 BP0893                         *CURRENT SURVEY CONTROL
 BP0893  ___________________________________________________________________
 BP0893* NAD 83(1993)-  30 55 15.26327(N)    103 11 38.25843(W)     ADJUSTED  
 BP0893* NAVD 88     -       945.43   (+/-2cm)    3101.8    (feet)  VERTCON   
 BP0893  ___________________________________________________________________
 BP0893  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BP0893  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 BP0893
 BP0893  HORZ ORDER  -  FIRST
 BP0893  VERT ORDER  -  THIRD ? (See Below)
 BP0893
 BP0893.The horizontal coordinates were established by classical geodetic methods
 BP0893.and adjusted by the National Geodetic Survey in February 1996..
 BP0893
 BP0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0893.The vertical order pertains to the NGVD 29 superseded value.
 BP0893
 BP0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0893
 BP0893.The geoid height was determined by GEOID03.
 BP0893
 BP0893;                    North         East     Units Scale Factor Converg.
 BP0893;SPC TX C     - 3,142,553.684   426,634.862   MT  0.99988272   -1 28 24.2
 BP0893;SPC TX C     -10,310,194.88  1,399,717.88   sFT  0.99988272   -1 28 24.2
 BP0893;UTM  13      - 3,422,234.326   672,571.190   MT  0.99996737   +0 55 41.8
 BP0893
 BP0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0893!SPC TX C     -   0.99985523  x   0.99988272  =   0.99973796
 BP0893!UTM  13      -   0.99985523  x   0.99996737  =   0.99982260
 BP0893
 BP0893|---------------------------------------------------------------------|
 BP0893| PID    Reference Object                     Distance      Geod. Az  |
 BP0893|                                                           dddmmss.s |
 BP0893| BP0892 BRUCE 2                               6.148 METERS 01355     |
 BP0893| BP0890 BRUCE                                33.981 METERS 01355     |
 BP0893| CH8476 BRUCE 2 RM 3                         19.940 METERS 09413     |
 BP0893| CH8477 BRUCE 2 RM 4                         23.836 METERS 27425     |
 BP0893| BP0891 BRUCE 3 AZ MK                       APPROX. 0.8 KM 2791119.3 |
 BP0893| CH8475 BRUCE 2 AZ MK                                      2834353.4 |
 BP0893|---------------------------------------------------------------------|
 BP0893
 BP0893                          SUPERSEDED SURVEY CONTROL
 BP0893
 BP0893  NAD 83(1986)-  30 55 15.26754(N)    103 11 38.25269(W) AD(       ) 1
 BP0893  NAD 27      -  30 55 14.71309(N)    103 11 36.65387(W) AD(       ) 1
 BP0893  NGVD 29 (07/19/86)  945.08   (m)         3100.7    (f) LEVELING    3  
 BP0893
 BP0893.Superseded values are not recommended for survey control.
 BP0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0893.See file dsdata.txt to determine how the superseded data were derived.
 BP0893
 BP0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ7257122234(NAD 83)
 BP0893_MARKER: DR = REFERENCE MARK DISK
 BP0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0893
 BP0893  HISTORY     - Date     Condition        Report By
 BP0893  HISTORY     - 1970     MONUMENTED       NGS
 BP0893  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0893
 BP0893                          STATION DESCRIPTION
 BP0893
 BP0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BP0893'THE STATION IS ABOUT 18 MILES WEST OF FORT STOCKTON ALONG THE
 BP0893'SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 290, ON A RIDGE WHICH RUNS
 BP0893'NORTHEAST-BY-SOUTHWEST.
 BP0893'
 BP0893'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67, 285 AND
 BP0893'290 IN THE WEST EDGE OF FORT STOCKTON, GO WEST ON U.S. HIGHWAYS
 BP0893'67 AND 290 FOR 10.1 MILES TO THE Y-JUNCTION OF HIGHWAYS.  CONTINUE
 BP0893'WEST ON U.S. HIGHWAY 290 FOR 8.65 MILES TO TOP OF RIDGE AND
 BP0893'STATION ON THE LEFT.  CONTINUE ON THE HIGHWAY 0.5 MILE TO AZIMUTH
 BP0893'MARK ON THE LEFT.  CONTINUE 0.05 MILE TO THE 1968 AZIMUTH MARK
 BP0893'ON THE RIGHT.
 BP0893'
 BP0893'STATION MARKS ARE STANDARD DISKS, STAMPED BRUCE 3 1970.  THE
 BP0893'SURFACE DISK IS SET IN 12 X 12 CONCRETE POST WHICH PROJECTS
 BP0893'3 INCHES ABOVE GROUND.  IT IS 1 FOOT WEST OF A METAL WITNESS POST,
 BP0893'1.5 FEET NORTH OF RIGHT-OF-WAY FENCE AND AT HIGHWAY STATION
 BP0893'NO. 682 + 84.
 BP0893'
 BP0893'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED BRUCE 2 NO 3
 BP0893'1968, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 BP0893'GROUND.  IT IS 5 FEET WEST OF A METAL WITNESS POST, 1.3 FEET
 BP0893'NORTH OF OF RIGHT-OF-WAY FENCE AND AT HIGHWAY STATION NO. 683 +
 BP0893'51.
 BP0893'
 BP0893'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED BRUCE 2 NO 4 1968,
 BP0893'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BP0893'GROUND.  IT IS 2 FEET NORTH OF RIGHT-OF-WAY FENCE, 1 FOOT EAST OF
 BP0893'A METAL WITNESS POST AND AT HIGHWAY STATION NO. 682 + 07.
 BP0893'
 BP0893'AZIMUTH MARK A STANDARD DISK, STAMPED BRUCE 3 1970, IS CEMENTED
 BP0893'IN A DRILL HOLE IN A 3 FT. BY 4 FT. FLAT ROCK FLUSH WITH
 BP0893'GROUND.  IT IS 256 FEET EAST OF A POWER LINE POLE, 124 FEET EAST
 BP0893'OF THE EAST ONE OF TWO METAL GATES, 18 FEET SOUTH OF A METAL
 BP0893'WITNESS POST AND THE RIGHT-OF-WAY FENCE, AND AT HIGHWAY STATION
 BP0893'NO. 657 + 20.
 BP0893'
 BP0893'AZIMUTH MARK A STANDARD DISK, STAMPED BRUCE 2 1968, IS CEMENTED
 BP0893'IN A DRILL HOLE IN A 4FT. BY 4FT. FLAT ROCK WHICH PROJECTS 2 INCHES
 BP0893'ABOVE GROUND.  IT IS 95 FEET WEST OF A POWER LINE POLE, 52 FEET
 BP0893'NORTHWEST OF THE CENTER OF THE WEST ONE OF TWO GATES, AND 16 FEET
 BP0893'NORTH OF THE RIGHT-OF-WAY FENCE.
 BP0893
 BP0893                          STATION RECOVERY (1996)
 BP0893
 BP0893'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0891 ***********************************************************************
 BP0891  DESIGNATION -  BRUCE 3 AZ MK
 BP0891  PID         -  BP0891
 BP0891  STATE/COUNTY-  TX/PECOS
 BP0891  USGS QUAD   -  BELDING NW (1970)
 BP0891
 BP0891                         *CURRENT SURVEY CONTROL
 BP0891  ___________________________________________________________________
 BP0891* NAD 83(1993)-  30 55 19.23809(N)    103 12 06.76645(W)     ADJUSTED  
 BP0891* NAVD 88     -       950.     (meters)    3117.     (feet)  SCALED    
 BP0891  ___________________________________________________________________
 BP0891  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BP0891  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 BP0891
 BP0891  HORZ ORDER  -  SECOND
 BP0891
 BP0891.The horizontal coordinates were established by classical geodetic methods
 BP0891.and adjusted by the National Geodetic Survey in February 1996..
 BP0891
 BP0891.The orthometric height was scaled from a topographic map.
 BP0891
 BP0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0891
 BP0891.The geoid height was determined by GEOID03.
 BP0891
 BP0891;                    North         East     Units Scale Factor Converg.
 BP0891;SPC TX C     - 3,142,695.527   425,881.446   MT  0.99988270   -1 28 38.9
 BP0891;SPC TX C     -10,310,660.24  1,397,246.04   sFT  0.99988270   -1 28 38.9
 BP0891;UTM  13      - 3,422,344.482   671,812.428   MT  0.99996414   +0 55 27.2
 BP0891
 BP0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0891!SPC TX C     -   0.99985445  x   0.99988270  =   0.99973717
 BP0891!UTM  13      -   0.99985445  x   0.99996414  =   0.99981860
 BP0891
 BP0891:                Primary Azimuth Mark                     Grid Az
 BP0891:SPC TX C     -  BRUCE 3                                  100 39 43.5
 BP0891:UTM  13      -  BRUCE 3                                  098 15 37.4
 BP0891
 BP0891|---------------------------------------------------------------------|
 BP0891| PID    Reference Object                     Distance      Geod. Az  |
 BP0891|                                                           dddmmss.s |
 BP0891| BP0893 BRUCE 3                             APPROX. 0.8 KM 0991104.6 |
 BP0891|---------------------------------------------------------------------|
 BP0891
 BP0891                          SUPERSEDED SURVEY CONTROL
 BP0891
 BP0891  NAD 83(1986)-  30 55 19.24184(N)    103 12 06.75775(W) AD(       ) 2
 BP0891  NAD 27      -  30 55 18.68849(N)    103 12 05.15928(W) AD(       ) 2
 BP0891
 BP0891.Superseded values are not recommended for survey control.
 BP0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0891.See file dsdata.txt to determine how the superseded data were derived.
 BP0891
 BP0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ7181222344(NAD 83)
 BP0891_MARKER: DZ = AZIMUTH MARK DISK
 BP0891_SETTING: 80 = SET IN A BOULDER
 BP0891_SP_SET: PARTIALLY EXPOSED BOULDER
 BP0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0891+STABILITY: SURFACE MOTION
 BP0891
 BP0891  HISTORY     - Date     Condition        Report By
 BP0891  HISTORY     - 1970     MONUMENTED       NGS
 BP0891  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0891
 BP0891                          STATION DESCRIPTION
 BP0891
 BP0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BP0891'THE STATION IS ABOUT 18 MILES WEST OF FORT STOCKTON.
 BP0891'
 BP0891'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67, 285 AND
 BP0891'290 IN THE WEST EDGE OF FORT STOCKTON, GO WEST ON U.S. HIGHWAYS
 BP0891'67 AND 290 FOR 10.1 MILES TO THE Y-JUNCTION OF HIGHWAYS.  CONTINUE
 BP0891'WEST ON U.S. HIGHWAY 290 FOR 8.65 MILES TO TOP OF RIDGE AND
 BP0891'STATION BRUCE 3 ON THE LEFT.  CONTINUE ON THE HIGHWAY 0.5 MILE TO
 BP0891'AZIMUTH MARK ON THE LEFT.
 BP0891'
 BP0891'AZIMUTH MARK A STANDARD DISK, STAMPED BRUCE 3 1970, IS CEMENTED
 BP0891'IN A DRILL HOLE IN A 3 FT. BY 4 FT. FLAT ROCK FLUSH WITH
 BP0891'GROUND.  IT IS 256 FEET EAST OF A POWER LINE POLE, 124 FEET EAST
 BP0891'OF THE EAST ONE OF TWO METAL GATES, 18 FEET SOUTH OF A METAL
 BP0891'WITNESS POST AND THE RIGHT-OF-WAY FENCE, AND AT HIGHWAY STATION
 BP0891'NO. 657 + 20.
 BP0891
 BP0891                          STATION RECOVERY (1996)
 BP0891
 BP0891'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1374 ***********************************************************************
 BY1374  DESIGNATION -  BRUMBERG
 BY1374  PID         -  BY1374
 BY1374  STATE/COUNTY-  TX/HOUSTON
 BY1374  USGS QUAD   -  CROCKETT (1950)
 BY1374
 BY1374                         *CURRENT SURVEY CONTROL
 BY1374  ___________________________________________________________________
 BY1374* NAD 83(1993)-  31 16 24.48571(N)    095 28 13.44610(W)     ADJUSTED  
 BY1374* NAVD 88     -       132.445  (meters)     434.53   (feet)  ADJUSTED  
 BY1374  ___________________________________________________________________
 BY1374  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BY1374  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY1374  DYNAMIC HT  -         132.279 (meters)     433.99  (feet)  COMP
 BY1374  MODELED GRAV-     979,383.5   (mgal)                       NAVD 88
 BY1374
 BY1374  HORZ ORDER  -  FIRST
 BY1374  VERT ORDER  -  FIRST     CLASS II
 BY1374
 BY1374.The horizontal coordinates were established by classical geodetic methods
 BY1374.and adjusted by the National Geodetic Survey in February 1996..
 BY1374
 BY1374.The orthometric height was determined by differential leveling
 BY1374.and adjusted by the National Geodetic Survey in June 1991..
 BY1374
 BY1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1374
 BY1374.The geoid height was determined by GEOID03.
 BY1374
 BY1374.The dynamic height is computed by dividing the NAVD 88
 BY1374.geopotential number by the normal gravity value computed on the
 BY1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1374.degrees latitude (g = 980.6199 gals.).
 BY1374
 BY1374.The modeled gravity was interpolated from observed gravity values.
 BY1374
 BY1374;                    North         East     Units Scale Factor Converg.
 BY1374;SPC TX C     - 3,188,242.604 1,162,903.019   MT  0.99989297   +2 30 16.9
 BY1374;SPC TX C     -10,460,092.61  3,815,290.99   sFT  0.99989297   +2 30 16.9
 BY1374;UTM  15      - 3,462,542.940   264,802.341   MT  1.00028237   -1 16 58.9
 BY1374
 BY1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1374!SPC TX C     -   0.99998344  x   0.99989297  =   0.99987641
 BY1374!UTM  15      -   0.99998344  x   1.00028237  =   1.00026580
 BY1374
 BY1374|---------------------------------------------------------------------|
 BY1374| PID    Reference Object                     Distance      Geod. Az  |
 BY1374|                                                           dddmmss.s |
 BY1374| BY1373 BRUMBERG RM 2                        21.855 METERS 01036     |
 BY1374| BY2760 CROCKETT COTTON OIL MILL TANK       APPROX. 4.5 KM 0122314.2 |
 BY1374| BY2759 CROCKETT MUNICIPAL TANK             APPROX. 5.3 KM 0151757.8 |
 BY1374| BY2753 SHADY GROVE TEX FOREST S LOT        APPROX.13.4 KM 1192826.0 |
 BY1374| BY1376 BRUMBERG AZ MK                                     2081609.3 |
 BY1374| BY1375 BRUMBERG RM 1                        25.648 METERS 20936     |
 BY1374|---------------------------------------------------------------------|
 BY1374
 BY1374                          SUPERSEDED SURVEY CONTROL
 BY1374
 BY1374  NAD 83(1986)-  31 16 24.49625(N)    095 28 13.43215(W) AD(       ) 1
 BY1374  NAD 27      -  31 16 23.84700(N)    095 28 12.61900(W) AD(       ) 1
 BY1374  NGVD 29 (??/??/92)  132.428  (m)          434.47   (f) ADJ UNCH    1 2
 BY1374
 BY1374.Superseded values are not recommended for survey control.
 BY1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1374.See file dsdata.txt to determine how the superseded data were derived.
 BY1374
 BY1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ6480262543(NAD 83)
 BY1374_MARKER: DS = TRIANGULATION STATION DISK
 BY1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1374_STAMPING: BRUMBERG 1942
 BY1374_PROJECTION: FLUSH
 BY1374_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1374+STABILITY: SURFACE MOTION
 BY1374
 BY1374  HISTORY     - Date     Condition        Report By
 BY1374  HISTORY     - 1942     MONUMENTED       CGS
 BY1374  HISTORY     - 1960     GOOD             NGS
 BY1374  HISTORY     - 1980     GOOD             NGS
 BY1374  HISTORY     - 19980304 GOOD             TXDOT
 BY1374
 BY1374                          STATION DESCRIPTION
 BY1374
 BY1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY1374'STATION IS 3.2 MILES S OF THE HOUSTON COUNTY COURTHOUSE IN
 BY1374'CROCKETT, NEAR THE HIGHEST PART OF A HILL, ON THE W EDGE
 BY1374'OF AN OPEN FIELD, 65 FEET E OF THE CENTER LINE OF STATE
 BY1374'HIGHWAY 45, 17 FEET NE OF A FENCE CORNER AND 3 FEET E OF
 BY1374'A WHITE REFERENCE POST.  IT IS STAMPED BRUMBERG 1942 AND
 BY1374'PROJECTS 4 INCHES.
 BY1374'
 BY1374'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY1374'BRONZE DISKS SET IN CONCRETE.
 BY1374'
 BY1374'REFERENCE MARK NO. 1 IS S BY W OF THE STATION, 50 FEET E
 BY1374'OF THE CENTER LINE OF THE HIGHWAY, 9 FEET NNE OF AN 18-INCH
 BY1374'OAK TREE AND 1.5 FEET W OF A FENCE.  IT IS STAMPED BRUMBERG
 BY1374'NO. 1 1942 AND PROJECTS 4 INCHES.
 BY1374'
 BY1374'REFERENCE MARK NO. 2 IS N OF THE STATION, 41 FEET E OF THE
 BY1374'CENTER LINE OF THE HIGHWAY AND 1 FOOT W OF THE FENCE.  IT
 BY1374'IS STAMPED BRUMBERG NO. 2 1942 AND PROJECTS 7 INCHES.
 BY1374'
 BY1374'THE AZIMUTH MARK IS ABOUT 0.9 MILE S BY W OF THE STATION,
 BY1374'51 FEET E OF THE CENTER LINE OF STATE HIGHWAY 45, 15 FEET
 BY1374'S OF THE CENTER LINE OF A FARM ENTRANCE AND GATE, 4 FEET N
 BY1374'OF A WHITE REFERENCE POST AND 1 FOOT E OF A FENCE.  IT IS
 BY1374'STAMPED BRUMBERG 1942 AND PROJECTS 6 INCHES.
 BY1374'
 BY1374'90-FOOT SIGNALS AT CROCKETT MAG. AND LUCE ARE VISIBLE FROM
 BY1374'THE GROUND.
 BY1374'
 BY1374'90-FOOT SIGNAL AT THOMPSON IS VISIBLE AT 30 FEET.
 BY1374'
 BY1374'90-FOOT SIGNALS AT PENNINGTON AND ELKINS ARE VISIBLE AT 90 FEET.
 BY1374'
 BY1374'A 103-FOOT SIGNAL AT CENTER IS VISIBLE AT 50 FEET.
 BY1374'
 BY1374'A 123-FOOT SIGNAL AT TATUM IS VISIBLE AT 100 FEET.
 BY1374
 BY1374                          STATION RECOVERY (1960)
 BY1374
 BY1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY1374'3.6 MI S FROM CROCKETT.
 BY1374'ABOUT 1.0 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1374'STATION AT CROCKETT, THENCE 0.4 MILE NORTHEAST ALONG FARM ROAD 2110,
 BY1374'THENCE 2.25 MILES SOUTH ALONG STATE HIGHWAY 45, ABOUT 3.2 MILES SOUTH
 BY1374'ALONG THE HIGHWAY FROM THE COURTHOUSE AT CROCKETT, ON THE CREST OF A
 BY1374'HILL, SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A STORE AND SERVICE
 BY1374'STATION, 71 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST
 BY1374'OF A FENCE, 11 1/2 FEET NORTH OF A FENCE, 14 FEET SOUTHEAST OF A
 BY1374'10-INCH LIVE OAK TREE, 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BY1374'SMALL HOUSE, 84 FEET NORTH-NORTHEAST OF BRUMBERG R.M. 1, 72 FEET SOUTH
 BY1374'OF BRUMBERG R.M. 2, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 BY1374'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BY1374
 BY1374                          STATION RECOVERY (1980)
 BY1374
 BY1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1374'4.8 KM. (3.0 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE HOUSTON COUNTY
 BY1374'COURTHOUSE IN CROCKETT, AT THE CREST OF A HILL, AT THE SOUTHWEST
 BY1374'CORNER OF AN OPEN PASTURE AREA, 19.8 M. (65.0 FT.) EAST OF THE
 BY1374'CENTERLINE OF THE HIGHWAY, 3.7 M. (12.0 FT.) EAST OF A FENCE, 3.7 M.
 BY1374'(12.0 FT.) NORTH OF A FENCE, 4.3 M. (14.0 FT.) SOUTHEAST OF A 80-CM.
 BY1374'LIVE OAK TREE, 19.5 M. (64.0 FT.) NORTHWEST OF THE NORTHWEST CORNER OF
 BY1374'A SMALL HOUSE, 25.6 M. (84.0 FT.) NORTH-NORTHEAST OF BRUMBERG RM 1,
 BY1374'21.9 M. (72.0 FT.) SOUTH OF BRUMBERG RM 2.
 BY1374'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BY1374'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BY1374
 BY1374                          STATION RECOVERY (1998)
 BY1374
 BY1374'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 BY1374'STATION AND RM 2 RECOVERD, OTHER MARKS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1376 ***********************************************************************
 BY1376  DESIGNATION -  BRUMBERG AZ MK
 BY1376  PID         -  BY1376
 BY1376  STATE/COUNTY-  TX/HOUSTON
 BY1376  USGS QUAD   -  CROCKETT (1950)
 BY1376
 BY1376                         *CURRENT SURVEY CONTROL
 BY1376  ___________________________________________________________________
 BY1376* NAD 83(1986)-  31 15 45.     (N)    095 28 38.     (W)     SCALED    
 BY1376* NAVD 88     -       105.923  (meters)     347.52   (feet)  ADJUSTED  
 BY1376  ___________________________________________________________________
 BY1376  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BY1376  DYNAMIC HT  -         105.790 (meters)     347.08  (feet)  COMP
 BY1376  MODELED GRAV-     979,382.7   (mgal)                       NAVD 88
 BY1376
 BY1376  VERT ORDER  -  FIRST     CLASS II
 BY1376
 BY1376.The horizontal coordinates were scaled from a topographic map and have
 BY1376.an estimated accuracy of +/- 6 seconds.
 BY1376
 BY1376.The orthometric height was determined by differential leveling
 BY1376.and adjusted by the National Geodetic Survey in June 1991..
 BY1376
 BY1376.The geoid height was determined by GEOID03.
 BY1376
 BY1376.The dynamic height is computed by dividing the NAVD 88
 BY1376.geopotential number by the normal gravity value computed on the
 BY1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1376.degrees latitude (g = 980.6199 gals.).
 BY1376
 BY1376.The modeled gravity was interpolated from observed gravity values.
 BY1376
 BY1376;                    North         East    Units  Estimated Accuracy
 BY1376;SPC TX C     - 3,187,000.    1,162,310.      MT  (+/- 180 meters Scaled)
 BY1376
 BY1376                          SUPERSEDED SURVEY CONTROL
 BY1376
 BY1376  NGVD 29 (??/??/92)  105.926  (m)          347.53   (f) ADJ UNCH    1 2
 BY1376
 BY1376.Superseded values are not recommended for survey control.
 BY1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1376.See file dsdata.txt to determine how the superseded data were derived.
 BY1376
 BY1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ641613(NAD 83)
 BY1376_MARKER: DZ = AZIMUTH MARK DISK
 BY1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1376_STAMPING: BRUMBERG 1942
 BY1376_PROJECTION: FLUSH
 BY1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1376+STABILITY: SURFACE MOTION
 BY1376
 BY1376  HISTORY     - Date     Condition        Report By
 BY1376  HISTORY     - 1942     MONUMENTED       CGS
 BY1376  HISTORY     - 1960     GOOD             NGS
 BY1376  HISTORY     - 1980     GOOD             NGS
 BY1376
 BY1376                          STATION DESCRIPTION
 BY1376
 BY1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1376'4.5 MI S FROM CROCKETT.
 BY1376'ABOUT 1.0 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1376'STATION AT CROCKETT, THENCE 0.4 MILE NORTHEAST ALONG FARM ROAD 2110,
 BY1376'THENCE 3.1 MILES SOUTH ALONG STATE HIGHWAY 45, ABOUT 4.1 MILES SOUTH
 BY1376'ALONG THE HIGHWAY FROM THE COURTHOUSE AT CROCKETT, 0.1 MILE SOUTH OF A
 BY1376'JUNCTION WITH A DIRT ROAD LEADING WEST, ACROSS THE HIGHWAY FROM A
 BY1376'ROADSIDE PARK, 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 BY1376'EAST OF A FENCE, 14 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD
 BY1376'LEADING EAST, 265 FEET NORTH OF A POWER POLE, ABOUT LEVEL WITH THE
 BY1376'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BY1376
 BY1376                          STATION RECOVERY (1980)
 BY1376
 BY1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1376'6.1 KM. (3.8 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE HOUSTON COUNTY
 BY1376'COURTHOUSE IN CROCKETT, ACROSS THE HIGHWAY FROM A ROAD SIDE PARK,
 BY1376'15.5 M. (51.0 FT.) EAST OF THE CENTERLINE OF THE HIGHWAY, 4.6 M.
 BY1376'(15.0 FT.) SOUTH OF THE CENTERLINE OF A PRIVATE DIRT ROAD ENTRANCE
 BY1376'LEADING EAST, 0.3 M. (1.0 FT.) SOUTHEAST OF A CORNER FENCE POST,
 BY1376'0.3 M. (1.0 FT.) EAST OF A FENCE.
 BY1376'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 BY1376'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1375 ***********************************************************************
 BY1375  DESIGNATION -  BRUMBERG RM 1
 BY1375  PID         -  BY1375
 BY1375  STATE/COUNTY-  TX/HOUSTON
 BY1375  USGS QUAD   -  CROCKETT (1950)
 BY1375
 BY1375                         *CURRENT SURVEY CONTROL
 BY1375  ___________________________________________________________________
 BY1375* NAD 83(1986)-  31 16 24.     (N)    095 28 13.     (W)     SCALED    
 BY1375* NAVD 88     -       131.692  (meters)     432.06   (feet)  ADJUSTED  
 BY1375  ___________________________________________________________________
 BY1375  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY1375  DYNAMIC HT  -         131.527 (meters)     431.52  (feet)  COMP
 BY1375  MODELED GRAV-     979,383.5   (mgal)                       NAVD 88
 BY1375
 BY1375  VERT ORDER  -  FIRST     CLASS II
 BY1375
 BY1375.The horizontal coordinates were scaled from a topographic map and have
 BY1375.an estimated accuracy of +/- 6 seconds.
 BY1375
 BY1375.The orthometric height was determined by differential leveling
 BY1375.and adjusted by the National Geodetic Survey in June 1991..
 BY1375
 BY1375.The geoid height was determined by GEOID03.
 BY1375
 BY1375.The dynamic height is computed by dividing the NAVD 88
 BY1375.geopotential number by the normal gravity value computed on the
 BY1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1375.degrees latitude (g = 980.6199 gals.).
 BY1375
 BY1375.The modeled gravity was interpolated from observed gravity values.
 BY1375
 BY1375;                    North         East    Units  Estimated Accuracy
 BY1375;SPC TX C     - 3,188,230.    1,162,920.      MT  (+/- 180 meters Scaled)
 BY1375
 BY1375                          SUPERSEDED SURVEY CONTROL
 BY1375
 BY1375  NGVD 29 (??/??/92)  131.675  (m)          432.00   (f) ADJ UNCH    1 2
 BY1375
 BY1375.Superseded values are not recommended for survey control.
 BY1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1375.See file dsdata.txt to determine how the superseded data were derived.
 BY1375
 BY1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ648625(NAD 83)
 BY1375_MARKER: DR = REFERENCE MARK DISK
 BY1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1375_STAMPING: BRUMBERG NO 1 1942
 BY1375_PROJECTION: FLUSH
 BY1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1375+STABILITY: SURFACE MOTION
 BY1375
 BY1375  HISTORY     - Date     Condition        Report By
 BY1375  HISTORY     - 1942     MONUMENTED       CGS
 BY1375  HISTORY     - 1960     GOOD             NGS
 BY1375  HISTORY     - 1980     GOOD             NGS
 BY1375
 BY1375                          STATION DESCRIPTION
 BY1375
 BY1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1375'3.6 MI S FROM CROCKETT.
 BY1375'ABOUT 1.0 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1375'STATION AT CROCKETT, THENCE 0.4 MILE NORTHEAST ALONG FARM ROAD 2110,
 BY1375'THENCE 2.25 MILES SOUTH ALONG STATE HIGHWAY 45, ABOUT 3.2 MILES SOUTH
 BY1375'ALONG THE HIGHWAY FROM THE COURTHOUSE AT CROCKETT, ON THE CREST OF A
 BY1375'HILL, 55 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 300 FEET
 BY1375'SOUTHEAST OF A STORE AND SERVICE STATION, 7 1/2 FEET NORTH OF A
 BY1375'30-INCH OAK TREE, 53 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 BY1375'HOUSE, 84 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION BRUMBERG,
 BY1375'ABOUT 2 FEET ABOVE THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BY1375'PROJECTING 5 INCHES.
 BY1375
 BY1375                          STATION RECOVERY (1980)
 BY1375
 BY1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1375'4.8 KM. (3.0 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE HOUSTON COUNTY
 BY1375'COURTHOUSE IN CROCKETT, AT THE CREST OF A HILL, 16.8 M. (55.0 FT.)
 BY1375'EAST OF THE CENTERLINE OF THE HIGHWAY, 91.0 M. (300 FT.) SOUTHEAST AND
 BY1375'ACROSS THE HIGHWAY FROM A CONVERTED SERVICE STATION, 2.3 M. (7.6 FT.)
 BY1375'NORTH OF A 80-CM. OAK TREE, 16.2 M. (53.0 FT.) WEST OF THE SOUTHWEST
 BY1375'CORNER OF A SMALL HOUSE, 0.3 M. (1.0 FT.) WEST OF A WOOD FENCE,
 BY1375'25.6 M. (84.0 FT.) SOUTH-SOUTHWEST OF TRIANGULATION STATION BRUMBERG.
 BY1375'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1373 ***********************************************************************
 BY1373  DESIGNATION -  BRUMBERG RM 2
 BY1373  PID         -  BY1373
 BY1373  STATE/COUNTY-  TX/HOUSTON
 BY1373  USGS QUAD   -  CROCKETT (1950)
 BY1373
 BY1373                         *CURRENT SURVEY CONTROL
 BY1373  ___________________________________________________________________
 BY1373* NAD 83(1986)-  31 16 24.     (N)    095 28 13.     (W)     SCALED    
 BY1373* NAVD 88     -       132.290  (meters)     434.02   (feet)  ADJUSTED  
 BY1373  ___________________________________________________________________
 BY1373  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY1373  DYNAMIC HT  -         132.124 (meters)     433.48  (feet)  COMP
 BY1373  MODELED GRAV-     979,383.5   (mgal)                       NAVD 88
 BY1373
 BY1373  VERT ORDER  -  FIRST     CLASS II
 BY1373
 BY1373.The horizontal coordinates were scaled from a topographic map and have
 BY1373.an estimated accuracy of +/- 6 seconds.
 BY1373
 BY1373.The orthometric height was determined by differential leveling
 BY1373.and adjusted by the National Geodetic Survey in June 1991..
 BY1373
 BY1373.The geoid height was determined by GEOID03.
 BY1373
 BY1373.The dynamic height is computed by dividing the NAVD 88
 BY1373.geopotential number by the normal gravity value computed on the
 BY1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1373.degrees latitude (g = 980.6199 gals.).
 BY1373
 BY1373.The modeled gravity was interpolated from observed gravity values.
 BY1373
 BY1373;                    North         East    Units  Estimated Accuracy
 BY1373;SPC TX C     - 3,188,230.    1,162,920.      MT  (+/- 180 meters Scaled)
 BY1373
 BY1373                          SUPERSEDED SURVEY CONTROL
 BY1373
 BY1373  NGVD 29 (??/??/92)  132.276  (m)          433.98   (f) ADJ UNCH    1 2
 BY1373
 BY1373.Superseded values are not recommended for survey control.
 BY1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1373.See file dsdata.txt to determine how the superseded data were derived.
 BY1373
 BY1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ648625(NAD 83)
 BY1373_MARKER: DR = REFERENCE MARK DISK
 BY1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1373_STAMPING: BRUMBERG NO 2 1942
 BY1373_PROJECTION: PROJECTING 15 CENTIMETERS
 BY1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1373+STABILITY: SURFACE MOTION
 BY1373
 BY1373  HISTORY     - Date     Condition        Report By
 BY1373  HISTORY     - 1942     MONUMENTED       CGS
 BY1373  HISTORY     - 1960     GOOD             NGS
 BY1373  HISTORY     - 1980     GOOD             NGS
 BY1373
 BY1373                          STATION DESCRIPTION
 BY1373
 BY1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1373'3.6 MI S FROM CROCKETT.
 BY1373'ABOUT 1.0 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1373'STATION AT CROCKETT, THENCE 0.4 MILE NORTHEAST ALONG FARM ROAD 2110,
 BY1373'THENCE 2.25 MILES SOUTH ALONG STATE HIGHWAY 45, ABOUT 3.2 MILES SOUTH
 BY1373'ALONG THE HIGHWAY FROM THE COURTHOUSE AT CROCKETT, ON THE CREST OF A
 BY1373'HILL, EAST OF AND ACROSS THE HIGHWAY FROM A STORE AND SERVICE STATION,
 BY1373'59 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET EAST OF
 BY1373'A FENCE, 16 FEET NORTHEAST OF A 25-INCH HICKORY TREE, 72 FEET NORTH OF
 BY1373'TRIANGULATION STATION BRUMBERG 1942, ABOUT 4 FEET ABOVE THE LEVEL OF
 BY1373'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BY1373
 BY1373                          STATION RECOVERY (1980)
 BY1373
 BY1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1373'4.8 KM. (3.0 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE HOUSTON COUNTY
 BY1373'COURTHOUSE IN CROCKETT, AT THE CREST OF A HILL, AT THE SOUTHWEST
 BY1373'CORNER OF AN OPEN PASTURE AREA, 18.3 M. (60.0 FT.) EAST OF THE
 BY1373'CENTERLINE OF THE HIGHWAY, 0.6 M. (2.0 FT.) EAST OF A FENCE, 4.9 M.
 BY1373'(16.0 FT.) NORTHEAST OF A 60-CM. HICKORY TREE, 21.9 M. (72.0 FT.)NORTH
 BY1373'OF TRIANGULATION STATION BRUMBERG.
 BY1373'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 BY1373'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0788 ***********************************************************************
 EN0788  DESIGNATION -  BRUMLEY
 EN0788  PID         -  EN0788
 EN0788  STATE/COUNTY-  TX/DONLEY
 EN0788  USGS QUAD   -  CLARENDON (1982)
 EN0788
 EN0788                         *CURRENT SURVEY CONTROL
 EN0788  ___________________________________________________________________
 EN0788* NAD 83(1993)-  34 53 48.83987(N)    100 56 08.82446(W)     ADJUSTED  
 EN0788* NAVD 88     -       896.4    (meters)    2941.     (feet)  VERTCON   
 EN0788  ___________________________________________________________________
 EN0788  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 EN0788  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EN0788
 EN0788  HORZ ORDER  -  FIRST
 EN0788
 EN0788.The horizontal coordinates were established by classical geodetic methods
 EN0788.and adjusted by the National Geodetic Survey in February 1996..
 EN0788
 EN0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0788
 EN0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0788
 EN0788.The geoid height was determined by GEOID03.
 EN0788
 EN0788;                    North         East     Units Scale Factor Converg.
 EN0788;SPC TX N     - 1,099,646.981   251,567.956   MT  0.99995194   +0 19 37.1
 EN0788;SPC TX N     - 3,607,758.47    825,352.54   sFT  0.99995194   +0 19 37.1
 EN0788;UTM  14      - 3,863,319.560   323,123.455   MT  0.99998560   -1 06 27.9
 EN0788
 EN0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0788!SPC TX N     -   0.99986357  x   0.99995194  =   0.99981552
 EN0788!UTM  14      -   0.99986357  x   0.99998560  =   0.99984917
 EN0788
 EN0788|---------------------------------------------------------------------|
 EN0788| PID    Reference Object                     Distance      Geod. Az  |
 EN0788|                                                           dddmmss.s |
 EN0788| CX7664 BRUMLEY RM 1                          3.820 METERS 00003     |
 EN0788| CX7665 BRUMLEY RM 2                         15.830 METERS 07948     |
 EN0788|---------------------------------------------------------------------|
 EN0788
 EN0788                          SUPERSEDED SURVEY CONTROL
 EN0788
 EN0788  NAD 83(1993)-  34 53 48.84227(N)    100 56 08.82173(W) AD(       ) 1
 EN0788  NAD 83(1986)-  34 53 48.84545(N)    100 56 08.81689(W) AD(       ) 1
 EN0788  NAD 27      -  34 53 48.64400(N)    100 56 07.29700(W) AD(       ) 1
 EN0788  NGVD 29 (07/19/86)  896.0    (m)         2940.     (f) VERT ANG       
 EN0788
 EN0788.Superseded values are not recommended for survey control.
 EN0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0788.See file dsdata.txt to determine how the superseded data were derived.
 EN0788
 EN0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2312363320(NAD 83)
 EN0788_MARKER: DS = TRIANGULATION STATION DISK
 EN0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0788
 EN0788  HISTORY     - Date     Condition        Report By
 EN0788  HISTORY     - 1921     MONUMENTED       CGS
 EN0788  HISTORY     - 1938     GOOD             TXHD
 EN0788  HISTORY     - 1941     SEE DESCRIPTION  CGS
 EN0788  HISTORY     - 1951     SEE DESCRIPTION  CGS
 EN0788  HISTORY     - 1964     MARK NOT FOUND   CGS
 EN0788
 EN0788                          STATION DESCRIPTION
 EN0788
 EN0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 EN0788'STATION IS ABOUT 2 MILES W AND 2-1/2 MILES S OF CLARENDON,
 EN0788'A TOWN ON THE FORT WORTH AND DENVER CITY RAILWAY, ON LAND
 EN0788'BELONGING TO O.C. HILL, ABOUT 30 METERS (98 FEET) E AND 60
 EN0788'METERS (197 FEET) S OF HIS HOUSE, AND 10 METERS (33 FEET) S OF
 EN0788'THE HIGHWAY, WHICH MAKES A TURN AT THIS POINT.
 EN0788'
 EN0788'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EN0788'DISKS SET IN CONCRETE.
 EN0788'
 EN0788'REFERENCE MARK NO. 1 IS 3.82 METERS (12.5 FEET) FROM THE STATION,
 EN0788'N 00 03 MIN E.
 EN0788'
 EN0788'REFERENCE MARK NO. 2 IS 15.83 METERS (51.9 FEET) FROM THE
 EN0788'STATION, N 79 DEG 48 MIN E.  ELEVATION OF STATION, 896.0
 EN0788'METERS (2,940 FEET).
 EN0788
 EN0788                          STATION RECOVERY (1938)
 EN0788
 EN0788'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EN0788'ORIGINAL DESCRIPTION GENERALLY GOOD.  THE FOLLOWING DIRECTIONS
 EN0788'ARE OFFERED FOR REACHING STATION FROM MUNICIPAL WATER TANK
 EN0788'IN THE W PART OF CLARENDON (A FAIRLY PROMINENT BLACK TANK ON
 EN0788'BLACK STEEL FRAMEWORK LEGS, SITUATED ON A HILL OVERLOOKING
 EN0788'THE TOWN).  FROM WATER TANK GO S ALONG A STREET (NOT VERY
 EN0788'WELL TRAVELED) 0.50 MILE TO AN INTERSECTION WITH A WELL TRAVELED
 EN0788'COUNTY ROAD.  TURN RIGHT (W) AND GO 0.65 MILE TO A ROAD TO S,
 EN0788'DRIVE S ALONG THIS ROAD 2.0 MILES TO A ROAD TO W, TURN W ALONG
 EN0788'THIS ROAD 1.0 MILE TO A TURN TO THE S, DRIVE S 0.45 MILE TO A
 EN0788'FARMHOUSE ON RIGHT AND STATION STRAIGHT AHEAD UNDER A SMALL
 EN0788'RED SHACK OR BARN AS ROAD TURNS W.
 EN0788'
 EN0788'REFERENCE MARK NO. 1 IS JUST N, ABOUT 3 FEET, OF THIS SHACK.  THE
 EN0788'SHACK IS OF WOOD, PAINTED RED, WITH GALVANIZED IRON ROOF AND
 EN0788'CONCRETE FOUNDATION, SUBSTANTIALLY BUILT AND WELL PRESERVED.
 EN0788'REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.  REFERENCE
 EN0788'MARK NO. 2 EVIDENTLY COVERED WITH DRIFT SOIL.
 EN0788
 EN0788                          STATION RECOVERY (1941)
 EN0788
 EN0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (ERR)
 EN0788'LETTER, E.R. RICE, JR., MAGNOLIA PET. CO., P.O. BOX 8, LUBBOCK
 EN0788'TEX., DATED 10/27/41
 EN0788'
 EN0788'ALL MARKERS HAVE BEEN REMOVED, DUE TO A CHANGE IN THE LOCATION
 EN0788'OF THE ROAD.  THE FARMER LIVING NEARBY HAS REMOVED ONE REFERENCE
 EN0788'MARK TO BUILD A BARN, AND HAS THE CONCRETE POST LYING IN HIS
 EN0788'YARD.
 EN0788
 EN0788                          STATION RECOVERY (1951)
 EN0788
 EN0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0788'THE STATION MARK WAS RECOVERED AS DESCRIBED, BUT COULD NOT BE
 EN0788'OCCUPIED DUE TO A GRANARY THAT HAS BEEN BUILT OVER THE MARK.
 EN0788'THE REFERENCE MARKS WERE NOT RECOVERED.  A NEW DESCRIPTION
 EN0788'FOLLOWS--
 EN0788'
 EN0788'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF CLARENDON,
 EN0788'30 FEET WEST OF A FENCE LINE, AND UNDER A GRANARY FLOOR.
 EN0788'A CONNECTION WAS MADE TO STATION SANDY 1951.  THE MARK IS
 EN0788'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BRUMLEY 1921.
 EN0788
 EN0788                          STATION RECOVERY (1964)
 EN0788
 EN0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0788'STATION IS UNDER THE FLOOR OF A BUILDING AND WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0759 ***********************************************************************
 AO0759  DESIGNATION -  BRUNDAGE CABLE VISION MAST
 AO0759  PID         -  AO0759
 AO0759  STATE/COUNTY-  TX/DIMMIT
 AO0759  USGS QUAD   -  BRUNDAGE (1972)
 AO0759
 AO0759                         *CURRENT SURVEY CONTROL
 AO0759  ___________________________________________________________________
 AO0759* NAD 83(1993)-  28 33 49.15611(N)    099 44 06.75315(W)     ADJUSTED  
 AO0759* NAVD 88     -                                                        
 AO0759  ___________________________________________________________________
 AO0759  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AO0759  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AO0759
 AO0759  HORZ ORDER  -  THIRD
 AO0759
 AO0759.The horizontal coordinates were established by classical geodetic methods
 AO0759.and adjusted by the National Geodetic Survey in February 1996..
 AO0759
 AO0759
 AO0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0759
 AO0759.The geoid height was determined by GEOID03.
 AO0759
 AO0759;                    North         East     Units Scale Factor Converg.
 AO0759;SPC TXSC     - 4,081,167.488   528,067.079   MT  0.99995313   -0 21 36.7
 AO0759;SPC TXSC     -13,389,630.33  1,732,500.08   sFT  0.99995313   -0 21 36.7
 AO0759;UTM  14      - 3,159,864.437   428,090.929   MT  0.99966381   -0 21 05.6
 AO0759
 AO0759                          SUPERSEDED SURVEY CONTROL
 AO0759
 AO0759  NAD 83(1986)-  28 33 49.15313(N)    099 44 06.73069(W) AD(       ) 4
 AO0759  NAD 27      -  28 33 48.21407(N)    099 44 05.54473(W) AD(       ) 3
 AO0759
 AO0759.Superseded values are not recommended for survey control.
 AO0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0759.See file dsdata.txt to determine how the superseded data were derived.
 AO0759
 AO0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS2809159864(NAD 83)
 AO0759_MARKER: 42 = RADIO/TV MAST
 AO0759
 AO0759  HISTORY     - Date     Condition        Report By
 AO0759  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0759
 AO0759                          STATION DESCRIPTION
 AO0759
 AO0759'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1312 ***********************************************************************
 AJ1312  DESIGNATION -  BRUNI
 AJ1312  PID         -  AJ1312
 AJ1312  STATE/COUNTY-  TX/WEBB
 AJ1312  USGS QUAD   -  BRUNI (1972)
 AJ1312
 AJ1312                         *CURRENT SURVEY CONTROL
 AJ1312  ___________________________________________________________________
 AJ1312* NAD 83(1993)-  27 23 29.10101(N)    098 50 50.06088(W)     ADJUSTED  
 AJ1312* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 AJ1312  ___________________________________________________________________
 AJ1312  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AJ1312  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AJ1312
 AJ1312  HORZ ORDER  -  THIRD
 AJ1312
 AJ1312.The horizontal coordinates were established by classical geodetic methods
 AJ1312.and adjusted by the National Geodetic Survey in February 1996..
 AJ1312
 AJ1312.The orthometric height was scaled from a topographic map.
 AJ1312
 AJ1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1312
 AJ1312.The geoid height was determined by GEOID03.
 AJ1312
 AJ1312;                    North         East     Units Scale Factor Converg.
 AJ1312;SPC TX S     - 5,191,136.517   265,657.812   MT  0.99991791   -0 09 27.5
 AJ1312;SPC TX S     -17,031,253.72    871,579.00   sFT  0.99991791   -0 09 27.5
 AJ1312;UTM  14      - 3,029,798.742   515,103.380   MT  0.99960282   +0 04 13.0
 AJ1312
 AJ1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1312!SPC TX S     -   0.99996211  x   0.99991791  =   0.99988002
 AJ1312!UTM  14      -   0.99996211  x   0.99960282  =   0.99956494
 AJ1312
 AJ1312:                Primary Azimuth Mark                     Grid Az
 AJ1312:SPC TX S     -  BALDY                                    285 46 56.3
 AJ1312:UTM  14      -  BALDY                                    285 33 15.8
 AJ1312
 AJ1312|---------------------------------------------------------------------|
 AJ1312| PID    Reference Object                     Distance      Geod. Az  |
 AJ1312|                                                           dddmmss.s |
 AJ1312| AJ1320 BALDY                               APPROX.15.0 KM 2853728.8 |
 AJ1312|---------------------------------------------------------------------|
 AJ1312
 AJ1312                          SUPERSEDED SURVEY CONTROL
 AJ1312
 AJ1312  NAD 83(1986)-  27 23 29.10472(N)    098 50 50.03322(W) AD(       ) 3
 AJ1312  NAD 27      -  27 23 28.01254(N)    098 50 48.96911(W) AD(       ) 3
 AJ1312
 AJ1312.Superseded values are not recommended for survey control.
 AJ1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1312.See file dsdata.txt to determine how the superseded data were derived.
 AJ1312
 AJ1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR1510329799(NAD 83)
 AJ1312_MARKER: Z = SEE DESCRIPTION
 AJ1312_SETTING: 0 = UNSPECIFIED SETTING
 AJ1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1312
 AJ1312  HISTORY     - Date     Condition        Report By
 AJ1312  HISTORY     - 1920     MONUMENTED       USGS
 AJ1312
 AJ1312                          STATION DESCRIPTION
 AJ1312
 AJ1312'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1312'FROM BRUNI STATION ON THE TEXAS MEXICAN RAILWAY.  THE HILL ON WHICH
 AJ1312'POINT IS LOCATED CAN BE SEEN 3.0 MI. TO THE S. OF BRUNI.  INQUIRE AT
 AJ1312'THE STORE IN BRUNI FOR DIRECTIONS FOR REACHING STATION WHICH IS ON
 AJ1312'WESTERN END AND HIGHEST POINT OF HILL.
 AJ1312'
 AJ1312'STATION MARK - STANDARD USGS IRON BENCH MARK POST SET IN GROUND
 AJ1312'PROJECTING 10 IN.
 AJ1312'
 AJ1312'REFERENCE MARK - IRON BOLT SET IN CONCRETE POST 48.88 FT. FROM THE
 AJ1312'STATION, N 15 DEG 37 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1351 ***********************************************************************
 AJ1351  DESIGNATION -  BRUNI COASTAL STATES PIPE MAST
 AJ1351  PID         -  AJ1351
 AJ1351  STATE/COUNTY-  TX/DUVAL
 AJ1351  USGS QUAD   -  SAN PABLO (1968)
 AJ1351
 AJ1351                         *CURRENT SURVEY CONTROL
 AJ1351  ___________________________________________________________________
 AJ1351* NAD 83(1993)-  27 30 07.87746(N)    098 46 50.55561(W)     ADJUSTED  
 AJ1351* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1351  ___________________________________________________________________
 AJ1351  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AJ1351  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AJ1351
 AJ1351  HORZ ORDER  -  THIRD
 AJ1351
 AJ1351.The horizontal coordinates were established by classical geodetic methods
 AJ1351.and adjusted by the National Geodetic Survey in February 1996..
 AJ1351
 AJ1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1351
 AJ1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1351
 AJ1351.The geoid height was determined by GEOID03.
 AJ1351
 AJ1351;                    North         East     Units Scale Factor Converg.
 AJ1351;SPC TX S     - 5,203,393.824   272,264.888   MT  0.99993290   -0 07 38.8
 AJ1351;SPC TX S     -17,071,467.90    893,255.72   sFT  0.99993290   -0 07 38.8
 AJ1351;UTM  14      - 3,042,078.335   521,659.459   MT  0.99960579   +0 06 04.6
 AJ1351
 AJ1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1351!SPC TX S     -   1.00000393  x   0.99993290  =   0.99993683
 AJ1351!UTM  14      -   1.00000393  x   0.99960579  =   0.99960972
 AJ1351
 AJ1351                          SUPERSEDED SURVEY CONTROL
 AJ1351
 AJ1351  NAD 83(1986)-  27 30 07.88149(N)    098 46 50.52963(W) AD(       ) 4
 AJ1351  NAD 27      -  27 30 06.76696(N)    098 46 49.45360(W) AD(       ) 3
 AJ1351  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1351
 AJ1351.Superseded values are not recommended for survey control.
 AJ1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1351.See file dsdata.txt to determine how the superseded data were derived.
 AJ1351
 AJ1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2165942078(NAD 83)
 AJ1351_MARKER: 44 = MICROWAVE MAST
 AJ1351
 AJ1351  HISTORY     - Date     Condition        Report By
 AJ1351  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1351
 AJ1351                          STATION DESCRIPTION
 AJ1351
 AJ1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1351'THE STATION, BRUNI, COASTAL STATES PIPELINE COMPANY MICROWAVE
 AJ1351'MAST, IS THE CENTER OF THE TOP OF A STEEL, GUYED MAST THAT IS
 AJ1351'PAINTED ALTERNATELY RED AND WHITE AND IS 315 FEET HIGH.  IT IS OWNED
 AJ1351'BY COASTAL STATES PIPELINE COMPANY.
 AJ1351'
 AJ1351'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 359 AND FARM ROAD 2050
 AJ1351'IN BRUNI, GO NORTH ON ROAD 2050 FOR 5.8 MILES TO A CATTLE GUARD
 AJ1351'AND GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE
 AJ1351'GRAVELED ROAD FOR 3.5 MILES TO THE MAST IN THE NORTHEAST CORNER
 AJ1351'OF AN ABANDONED OIL CAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0816 ***********************************************************************
 EN0816  DESIGNATION -  BRUNSON
 EN0816  PID         -  EN0816
 EN0816  STATE/COUNTY-  TX/ARMSTRONG
 EN0816  USGS QUAD   -  LUTTRELL SPRINGS (1963)
 EN0816
 EN0816                         *CURRENT SURVEY CONTROL
 EN0816  ___________________________________________________________________
 EN0816* NAD 83(1993)-  34 59 24.62552(N)    101 26 56.17547(W)     ADJUSTED  
 EN0816* NAVD 88     -      1043.91   (+/-2cm)    3424.9    (feet)  VERTCON   
 EN0816  ___________________________________________________________________
 EN0816  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 EN0816  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EN0816
 EN0816  HORZ ORDER  -  SECOND
 EN0816  VERT ORDER  -  THIRD ? (See Below)
 EN0816
 EN0816.The horizontal coordinates were established by classical geodetic methods
 EN0816.and adjusted by the National Geodetic Survey in February 1996..
 EN0816
 EN0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0816.The vertical order pertains to the NGVD 29 superseded value.
 EN0816
 EN0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0816
 EN0816.The geoid height was determined by GEOID03.
 EN0816
 EN0816;                    North         East     Units Scale Factor Converg.
 EN0816;SPC TX N     - 1,109,848.220   204,661.661   MT  0.99993857   +0 01 46.5
 EN0816;SPC TX N     - 3,641,227.04    671,460.80   sFT  0.99993857   +0 01 46.5
 EN0816;UTM  14      - 3,874,693.573   276,480.185   MT  1.00021579   -1 24 17.6
 EN0816
 EN0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0816!SPC TX N     -   0.99984033  x   0.99993857  =   0.99977891
 EN0816!UTM  14      -   0.99984033  x   1.00021579  =   1.00005608
 EN0816
 EN0816                          SUPERSEDED SURVEY CONTROL
 EN0816
 EN0816  NAD 83(1993)-  34 59 24.62975(N)    101 26 56.17154(W) AD(       ) 2
 EN0816  NAD 83(1986)-  34 59 24.63226(N)    101 26 56.16706(W) AD(       ) 2
 EN0816  NAD 27      -  34 59 24.43985(N)    101 26 54.55581(W) AD(       ) 2
 EN0816  NGVD 29 (01/19/93) 1043.44   (m)         3423.4    (f) LEVELING    3  
 EN0816
 EN0816.Superseded values are not recommended for survey control.
 EN0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0816.See file dsdata.txt to determine how the superseded data were derived.
 EN0816
 EN0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD7648074694(NAD 83)
 EN0816_MARKER: DD = SURVEY DISK
 EN0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0816+STABILITY: SURFACE MOTION
 EN0816
 EN0816  HISTORY     - Date     Condition        Report By
 EN0816  HISTORY     - 1964     MONUMENTED       USGS
 EN0816  HISTORY     - 1962     GOOD             USGS
 EN0816
 EN0816                          STATION DESCRIPTION
 EN0816
 EN0816'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (JCC)
 EN0816'STATION IS LOCATED, AIRLINE, ABOUT 26 MILES SOUTHEAST OF AMARILLO, 23
 EN0816'MILES WEST OF ASHTOLA, 10 MILES SOUTH SOUTHWEST OF CLAUDE AND IN THE
 EN0816'YARD SOUTHEAST OF FRANK BRUNSONS RESIDENCE.
 EN0816'
 EN0816'STATION IS A STANDARD USGS DISK, STAMPED BRUNSON 1953, SET IN TOP
 EN0816'OF AN 8 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 137.0
 EN0816'FEET SOUTH SOUTHEAST OF A BRICK WATER TANK AND 4.3 FEET NORTHWEST OF
 EN0816'A FENCE CORNER.  A TRAVERSE CONNECTION WAS MADE FROM STATION
 EN0816'FRANK 1964, DISTANCE BEING 64.68 FEET OR 19.714 M. EAST.
 EN0816
 EN0816                          STATION RECOVERY (1962)
 EN0816
 EN0816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EN0816'STATION LOCATED ABOUT 10.0 MI. AIRLINE SW. OF CLAUDE, TEXAS, 14.5 MI.
 EN0816'SE. OF WASHBURN, TEXAS, AND 0.02 MI. N. OF FARM ROAD 1258, IN A FENCE
 EN0816'CORNER ABOUT 200 FT. SE. OF A WINDMILL.
 EN0816'
 EN0816'TO REACH FROM THE W. SIDE OF THE COURTHOUSE SQUARE IN CLAUDE, TEXAS,
 EN0816'GO S. ON FARM ROAD 284 8.3 MI. TO INTERSECTION OF FARM ROAD 1258,
 EN0816'TURN RIGHT (W.) AND FOLLOW FARM ROAD 5.0 MI. TO T-RD. N., TURN RIGHT
 EN0816'(N.) AND GO 0.2 MI. TO DRIVEWAY E., TURN RIGHT (E.) AND GO 0.1 MI. TO
 EN0816'FENCE CORNER AND STATION.
 EN0816'
 EN0816'RECOVERED BY USGS IN 1962.
 EN0816'
 EN0816'STATION MARK--STANDARD TABLET STAMPED---BRUNSON 1953---, CEMENTED
 EN0816'IN TOP OF CONCRETE POST PROJECTING ABOUT 0.1 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1420 ***********************************************************************
 AH1420  DESIGNATION -  BRUSH
 AH1420  PID         -  AH1420
 AH1420  STATE/COUNTY-  TX/KENEDY
 AH1420  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1420
 AH1420                         *CURRENT SURVEY CONTROL
 AH1420  ___________________________________________________________________
 AH1420* NAD 83(1993)-  27 14 35.28520(N)    097 29 25.34374(W)     ADJUSTED  
 AH1420* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1420  ___________________________________________________________________
 AH1420  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AH1420  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AH1420
 AH1420  HORZ ORDER  -  SECOND
 AH1420
 AH1420.The horizontal coordinates were established by classical geodetic methods
 AH1420.and adjusted by the National Geodetic Survey in February 1996..
 AH1420
 AH1420.The orthometric height was scaled from a topographic map.
 AH1420
 AH1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1420
 AH1420.The geoid height was determined by GEOID03.
 AH1420
 AH1420;                    North         East     Units Scale Factor Converg.
 AH1420;SPC TX S     - 5,175,059.762   399,983.273   MT  0.99990368   +0 27 30.2
 AH1420;SPC TX S     -16,978,508.57  1,312,278.45   sFT  0.99990368   +0 27 30.2
 AH1420;UTM  14      - 3,014,266.621   649,464.551   MT  0.99987577   +0 41 28.3
 AH1420
 AH1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1420!SPC TX S     -   1.00000362  x   0.99990368  =   0.99990730
 AH1420!UTM  14      -   1.00000362  x   0.99987577  =   0.99987939
 AH1420
 AH1420:                Primary Azimuth Mark                     Grid Az
 AH1420:SPC TX S     -  GRIFFINS POINT 4                         067 00 20.8
 AH1420:UTM  14      -  GRIFFINS POINT 4                         066 46 22.7
 AH1420
 AH1420|---------------------------------------------------------------------|
 AH1420| PID    Reference Object                     Distance      Geod. Az  |
 AH1420|                                                           dddmmss.s |
 AH1420| AH1460 GRIFFINS POINT 4                    APPROX. 5.6 KM 0672751.0 |
 AH1420| CV2989 BRUSH RM 1                           24.220 METERS 11851     |
 AH1420| AH1518 HUMBLE OIL CO HUB 2                 APPROX.16.2 KM 2004106.1 |
 AH1420| CV2990 BRUSH RM 2                           22.857 METERS 20753     |
 AH1420|---------------------------------------------------------------------|
 AH1420
 AH1420                          SUPERSEDED SURVEY CONTROL
 AH1420
 AH1420  NAD 83(1986)-  27 14 35.30340(N)    097 29 25.31996(W) AD(       ) 2
 AH1420  NAD 27      -  27 14 34.14400(N)    097 29 24.35900(W) AD(       ) 2
 AH1420
 AH1420.Superseded values are not recommended for survey control.
 AH1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1420.See file dsdata.txt to determine how the superseded data were derived.
 AH1420
 AH1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4946514267(NAD 83)
 AH1420_MARKER: DS = TRIANGULATION STATION DISK
 AH1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1420
 AH1420  HISTORY     - Date     Condition        Report By
 AH1420  HISTORY     - 1939     MONUMENTED       CGS
 AH1420  HISTORY     - 1949     GOOD             CGS
 AH1420  HISTORY     - 1950     GOOD             CGS
 AH1420  HISTORY     - 1953     GOOD             HUMBLE
 AH1420  HISTORY     - 1969     GOOD             CGS
 AH1420
 AH1420                          STATION DESCRIPTION
 AH1420
 AH1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1420'STATION BRUSH IS ABOUT 20 MILES E OF SARITA, 4-1/2 MILES
 AH1420'WSW OF POINT PENESCAL, 0.25 MILE S OF S SHORE OF BAFFIN BAY,
 AH1420'300 FEET S AND 300 FEET E OF A SALT LAGOON AND ABOUT 150
 AH1420'FEET SE OF A VERY PROMINENT BRUSH THICKET ON THE HIGHEST
 AH1420'PART OF A SANDY GRASS-COVERED RIDGE.  THERE IS A DOCK BEING
 AH1420'BUILT ON THE S SIDE OF BAFFIN BAY ABOUT 1 MILE W OF THE STATION.
 AH1420'
 AH1420'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH (PENESCAL 2)
 AH1420'MARKS ARE STANDARD BRONZE DISKS, SET IN CONCRETE.
 AH1420'
 AH1420'A TRUCK CAN BE DRIVEN TO STATION PROVIDED PERMISSION IS OBTAINED
 AH1420'AND KEYS OBTAINED FOR NUMEROUS LOCKED GATES.  INFORMATION
 AH1420'WILL ALSO HAVE TO BE OBTAINED AS TO THE TRAIL TO TAKE FROM
 AH1420'SARITA TO REACH OIL COMPANY DOCK MENTIONED ABOVE.  THE ONE NOW IN
 AH1420'USE TAKES OFF JUST S OF SARITA TO THE SE.  THE DISTANCE TO THE
 AH1420'DOCK BEING 26 MILES AND ABOUT 2-1/2 HOURS BY TRUCK.  FROM
 AH1420'THE DOCK ONE WILL HAVE TO PICK A WAY CROSS COUNTRY ABOUT 1.0
 AH1420'MILE TO PROMINENT BRUSH THICKET AND STATION.
 AH1420'
 AH1420'HEIGHT OF LIGHT ABOVE STATION MARK - 14.5 METERS.
 AH1420
 AH1420                          STATION RECOVERY (1949)
 AH1420
 AH1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1420'STATION AND REFERENCE MARKS RECOVERED AND IN GOOD CONDITION.
 AH1420'
 AH1420'LOCATED ON KENEDY RANCH ABOUT 19 MILES E OF SARITA.  TO REACH
 AH1420'FROM THE CROSS ROADS E OF SARITA, GO E ON RANCH ROAD 2.45
 AH1420'MILES TO GATE (LOCKED) PASS THROUGH GATE AND CONTINUE 3.2 MI
 AH1420'TO FORK W OF RANCH HOUSE, TAKE LEFT FORK 0.35 MILE TO GATE,
 AH1420'PASS THROUGH GATE AND CONTINUE 0.55 MILE TO GATE, PASS THROUGH
 AH1420'GATE AND FOLLOW WINDING, GRADED ROAD 4.1 MILES NE TO HOUSE
 AH1420'ON BAFFIN BAY, TURN RIGHT ON TRACK ROAD ABOUT 50 YARDS W
 AH1420'OF HOUSE AND FOLLOW TRACK ROAD 1.4 MILES TO GATE (LOCKED),
 AH1420'PASS THROUGH GATE AND GO 0.05 MILE TO FORK, TAKE LEFT FORK AND
 AH1420'CONTINUE ALONG BAY SHORE TRAIL 8.9 MILES TO SEVERAL POSTS ON
 AH1420'RIGHT (REMAINS OF CORRAL), FROM POSTS CONTINUE ALONG
 AH1420'TRACKS NEAR BEACH FOR 0.55 MILE TO SALT POND AND END OF
 AH1420'TRUCK TRAVEL.  WALK SE ABOUT 1900 FT. TO PROMINENT LIVE
 AH1420'OAK CLUMP AND STATION SITE.  (THE ABOVE POND CAN BE DRIVEN
 AH1420'ACROSS IN DRY WEATHER.) STATION IS ON HIGHEST PART OF GRASS
 AH1420'COVERED RIDGE 150 FT. SE OF BRUSH CLUMP, 300 FT. S AND 300
 AH1420'FT. E OF THE SALT POND AND 2.5 FT. W OF WITNESS POST.
 AH1420'
 AH1420'A STANDARD DISK STAMPED BRUSH 1939 IN TOP OF A 12 INCH SQUARE
 AH1420'CONCRETE MONUMENT PROJECTING 6 INCHES.
 AH1420'
 AH1420'REFERENCE MARK NO. 1 IS ALONG THE TOP OF THE RIDGE SE OF THE
 AH1420'STATION.  A STANDARD DISK STAMPED NO 1 1939 IN TOP OF 12
 AH1420'INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AH1420'
 AH1420'REFERENCE MARK NO. 2 IS SSW OF THE STATION ON THE SLOPE OF
 AH1420'THE RIDGE.  A STANDARD DISK STAMPED NO 2 1939 IN TOP OF 12
 AH1420'INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AH1420'
 AH1420'STATION PENESCAL 2 1912 IS ABOUT 1900 FT. NW OF THIS STATION.
 AH1420
 AH1420                          STATION RECOVERY (1950)
 AH1420
 AH1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1420'THE STATION, AND REFERENCE MARKS NOS 1 AND 2,
 AH1420'RECOVERED AND FOUND IN GOOD CONDITION.  PENESCAL
 AH1420'2 1912 (AZIMUTH MARK) WAS NOT OBSERVED DUE TO HIGH TIDE.  THE
 AH1420'DOCK MENTIONED IN 1939 DESCRIPTION IS NO LONGER IN EXISTANCE.
 AH1420'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AH1420'
 AH1420'THE STATION IS LOCATED ABOUT 20 MILES EAST OF SARITA, 4-1/2
 AH1420'MILES WEST-SOUTHWEST OF POINT PENESCAL, 0.25 MILE SOUTH OF THE
 AH1420'SOUTH SHORE OF BAFFIN BAY, 300 FEET SOUTH AND 300 FEET EAST OF
 AH1420'A SALT LAGOON, 150 FEET SOUTHEAST OF A PROMINENT BRUSH THICKET
 AH1420'AND 3 FEET WEST OF WITNESS POST.  IT IS STAMPED BRUSH 1939 AND
 AH1420'PROJECTS 4 INCHES.
 AH1420'
 AH1420'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, SET IN THE OPEN
 AH1420'AREA.  IT IS STAMPED BRUSH NO 1 1939 AND SET FLUSH WITH THE
 AH1420'GROUND SURFACE.
 AH1420'
 AH1420'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, SET
 AH1420'IN THE OPEN AREA.  IT IS STAMPED BRUSH NO 2 1939 AND SET FLUSH
 AH1420'WITH THE GROUND SURFACE.
 AH1420'
 AH1420'TO REACH THE STATION FROM THE GENERAL STORE AND POST OFFICE
 AH1420'IN SARITA, GO EAST FOR 0.15 MILE TO U.S. HIGHWAY 77, CONTINUE
 AH1420'EAST ON GRADED ROAD FOR 2.45 MILES TO LOCKED GATE, (KEY TO
 AH1420'GATE WILL HAVE TO BE OBTAINED FROM RANCH OFFICIALS IN SARITA)
 AH1420'PASS THROUGH GATE AND CONTINUE EAST ON GRADED ROAD FOR 3.2 MILES
 AH1420'TO FORK JUST BEFORE REACHING KENEDY RANCH HOUSE, BEAR LEFT
 AH1420'AND CONTINUE FOR 0.35 MILE TO CROSSROAD AND GATE STRAIGHT
 AH1420'AHEAD, CONTINUE STRAIGHT AHEAD THROUGH GATE FOR 0.4 MILE TO
 AH1420'FORKS, BEAR RIGHT STRAIGHT AHEAD TO ANOTHER GATE, PASS
 AH1420'THROUGH GATE AND CONTINUE EAST ON GRADED ROAD FOR 4.1 MILES
 AH1420'PASSING THROUGH TWO GATES TO HOUSE ON BAFFIN BAY, TURN RIGHT ON
 AH1420'TRACK ROAD JUST BEFORE REACHING HOUSE AND FOLLOW AROUND
 AH1420'BAY SHORE FOR 1.4 MILES TO ANOTHER LOCKED GATE (KEY WILL
 AH1420'HAVE TO BE OBTAINED FROM OFFICIALS AT SARITA), PASS THROUGH
 AH1420'GATE AND CONTINUE ON TRACK ROAD FOR 0.05 MILE TO FORKS,
 AH1420'BEAR LEFT AND CONTINUE ON TRACK ROAD ALONG BAY SHORE FOR
 AH1420'2.35 MILES TO STATION CRAWFORD 2 ON LEFT IN BRUSH
 AH1420'THICKET, CONTINUE ON TRACK ROAD ALONG BAY SHORE FOR 2.75
 AH1420'MILES TO GATE, PASS THROUGH GATE AND CONTINUE ON TRACK ROAD
 AH1420'WHICH KEEPS CLOSE TO BAY SHORE FOR 3.8 MILES TO SEVERAL
 AH1420'POSTS ON RIGHT, BEAR RIGHT AND FOLLOW TRACK ROAD AROUND
 AH1420'LARGE LAGOON JUST EAST OF POSTS AND CONTINUE EAST ON
 AH1420'TRACK ROAD TO THE EXTREME EAST END OF LAGOON, TURN LEFT
 AH1420'AND PICK WAY IN A NORTH-NORTHEAST DIRECTION ACROSS FLATS TO
 AH1420'THE PROMINENT BRUSH THICKET AND STATION AS DESCRIBED.  THE
 AH1420'TOTAL DISTANCE FROM POSTS TO STATION IS 1.65 MILES.
 AH1420'
 AH1420'OBSERVATIONS MADE FROM A 37 FOOT STEEL TOWER.
 AH1420
 AH1420                          STATION RECOVERY (1953)
 AH1420
 AH1420'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1953
 AH1420'THE SURFACE MARK HAS BEEN OVERTURNED.  THE SUBSURFACE MARK
 AH1420'APPEARS UNDISTURBED.
 AH1420
 AH1420                          STATION RECOVERY (1969)
 AH1420
 AH1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1420'THE STATION SITE WAS REACHED BY PLOTTING THE POSITION OF THE
 AH1420'STATION ON THE USGS QUAD SHEETS.  THE STATION AND UNDERGROUND
 AH1420'MARKS WERE FOUND LYING ON THE GROUND AT THE BOTTOM OF A 3 FOOT
 AH1420'DEPRESSION AND THE POSITION OF THE STATION IS LOST.  THE
 AH1420'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TRIANGULATION
 AH1420'STATION PENESCAL 2 1912 WAS USED AS THE AZIMUTH MARK.  IT WAS
 AH1420'RECOVERED IN GOOD CONDITION.  SEE DESCRIPTION THEREOF.  A NEW
 AH1420'DESCRIPTION OF THE ROUTE TO REACH THE REFERENCE MARKS
 AH1420'FOLLOWS--
 AH1420'
 AH1420'TO REACH FROM THE POST OFFICE IN SARITA, GO EAST ON PAVED ROAD
 AH1420'FOR 0.15 MILE TO U.S. HIGHWAY 77, TURN RIGHT AND GO SOUTH
 AH1420'ON U.S. 77 FOR 4.7 MILES TO A SIDE ROAD AND GATE ON THE LEFT,
 AH1420'(PERMISSION TO PASS THROUGH THE GATE AND TRAVEL THE ROAD
 AH1420'MUST BE OBTAINED FROM THE KENEDY RANCH OFFICALS IN SARITA),
 AH1420'TURN LEFT AND GO EAST ON BLADED ROAD, PASSING THROUGH SEVERAL
 AH1420'BUMP GATES, FOR 22.9 MILES TO THE WEST SHORE OF LAGUNA MADRE,
 AH1420'BEAR LEFT, NORTHERLY, AND FOLLOW ROAD 0.75 MILE TO A FORK,
 AH1420'TAKE THE RIGHT FORK, NORTHERLY, FOR 4.6 MILES FOLLOWING TRACK
 AH1420'ROAD WHICH PARALLELS THE SHORE, TO A DIM TRACK ROAD ON THE
 AH1420'LEFT (ABOUT 0.15 MILE BEFORE REACHING POINT PENESCAL), TURN
 AH1420'LEFT AND FOLLOW THIS DIM ROAD FOR 1.0 MILE TO SAND DUNE ON THE
 AH1420'RIGHT AND THE SITE OF TRIANGULATION STATION GRIFFINS POINT 4
 AH1420'1949 OF WHICH ONLY THE REFERENCE MARKS COULD BE FOUND.
 AH1420'HERE PICK UP VERY DIM TRACKS TO THE SOUTHWEST OF THE DUNE
 AH1420'AND FOLLOW THESE SOUTHWEST FOR 1.6 MILES TO DIM CROSS
 AH1420'ROAD, TURN RIGHT AND GO WEST AND SOUTH FOLLOWING DIM TRACK
 AH1420'ROAD FOR 1.6 MILES TO THE PICACHO NUEVO ARTESIAN WELL.
 AH1420'DRIVE ACROSS COUNTRY (WITH FOUR-WHEEL DRIVE ONLY) ON
 AH1420'TRUE BEARING OF 291 DEG (WEST-NORTHWEST) TOWARD A
 AH1420'LARGE MOTT OF TREES, FOR 1.5 MILES TO THE TOP OF A LOW HILL
 AH1420'AND THE REMAINS OF THE STATION AND REFERENCE MARKS.
 AH1420'
 AH1420'IT IS SUGGESTED THAT UP TO DATE MAPS OF THE AREA BE REFERRED TO
 AH1420'IN REACHING THIS STATION.
 AH1420'
 AH1420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 AH1420'EAST OF SARITA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0621 ***********************************************************************
 AO0621  DESIGNATION -  BRUSH
 AO0621  PID         -  AO0621
 AO0621  STATE/COUNTY-  TX/LA SALLE
 AO0621  USGS QUAD   -  DULL (1969)
 AO0621
 AO0621                         *CURRENT SURVEY CONTROL
 AO0621  ___________________________________________________________________
 AO0621* NAD 83(1993)-  28 25 44.74434(N)    098 53 22.57284(W)     ADJUSTED  
 AO0621* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 AO0621  ___________________________________________________________________
 AO0621  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 AO0621  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AO0621
 AO0621  HORZ ORDER  -  THIRD
 AO0621
 AO0621.The horizontal coordinates were established by classical geodetic methods
 AO0621.and adjusted by the National Geodetic Survey in February 1996..
 AO0621
 AO0621.The orthometric height was scaled from a topographic map.
 AO0621
 AO0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0621
 AO0621.The geoid height was determined by GEOID03.
 AO0621
 AO0621;                    North         East     Units Scale Factor Converg.
 AO0621;SPC TXSC     - 4,066,034.124   610,815.341   MT  0.99998718   +0 03 14.7
 AO0621;SPC TXSC     -13,339,980.29  2,003,983.33   sFT  0.99998718   +0 03 14.7
 AO0621;UTM  14      - 3,144,741.941   510,811.159   MT  0.99960144   +0 03 09.2
 AO0621
 AO0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0621!SPC TXSC     -   0.99998559  x   0.99998718  =   0.99997277
 AO0621!UTM  14      -   0.99998559  x   0.99960144  =   0.99958704
 AO0621
 AO0621|---------------------------------------------------------------------|
 AO0621| PID    Reference Object                     Distance      Geod. Az  |
 AO0621|                                                           dddmmss.s |
 AO0621| CV4373 BRUSH RM 1                           17.786 METERS 11423     |
 AO0621| CV4372 BRUSH AZ MK                                        1711413.5 |
 AO0621| CV4374 BRUSH RM 2                           14.208 METERS 35355     |
 AO0621|---------------------------------------------------------------------|
 AO0621
 AO0621                          SUPERSEDED SURVEY CONTROL
 AO0621
 AO0621  NAD 83(1986)-  28 25 44.74550(N)    098 53 22.54860(W) AD(       ) 3
 AO0621  NAD 27      -  28 25 43.76600(N)    098 53 21.45100(W) AD(       ) 3
 AO0621
 AO0621.Superseded values are not recommended for survey control.
 AO0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0621.See file dsdata.txt to determine how the superseded data were derived.
 AO0621
 AO0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS1081144742(NAD 83)
 AO0621_MARKER: DS = TRIANGULATION STATION DISK
 AO0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0621
 AO0621  HISTORY     - Date     Condition        Report By
 AO0621  HISTORY     - 1953     MONUMENTED       CGS
 AO0621
 AO0621                          STATION DESCRIPTION
 AO0621
 AO0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0621'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF FOWLERTON,
 AO0621'ABOUT 8 MILES SOUTHEAST OF LOS ANGELES AND ABOUT 2 MILES
 AO0621'SOUTH OF THE FRIO RIVER.
 AO0621'
 AO0621'TO REACH FROM THE RAILROAD DEPOT IN FOWLERTON GO SOUTHWEST
 AO0621'ON STATE HIGHWAY 97 FOR 5.2 MILES TO A PRIVATE PAVED SIDE
 AO0621'ROAD LEFT, SOUTH, TURN LEFT FOR 0.6 MILE TO THE TOP OF THE
 AO0621'FIRST GRADE AND STATION ON THE RIGHT, WEST, SIDE OF THE ROAD
 AO0621'ON THE HIGHEST POINT OF THE RIDGE.
 AO0621'
 AO0621'THE STATION MARK IS STAMPED BRUSH 1953 AND PROJECTS 3 INCHES.
 AO0621'THE MARK IS ABOUT 0.1 MILE WEST OF THE PAVED ROAD ON THE
 AO0621'HIGHEST POINT OF THE RIDGE.
 AO0621'
 AO0621'REFERENCE MARK NO. 1 IS STAMPED BRUSH NO. 1 1953 AND PROJECTS
 AO0621'5 INCHES.
 AO0621'
 AO0621'REFERENCE MARK NO. 2 IS STAMPED BRUSH NO. 2 1953 AND PROJECTS
 AO0621'5 INCHES.
 AO0621'
 AO0621'THE AZIMUTH MARK IS STAMPED BRUSH 1953 AND PROJECTS 8 INCHES.
 AO0621'THE MARK IS 35 FEET WEST OF THE CENTER OF THE PAVED ROAD AND
 AO0621'4 FEET EAST OF A WHITE WITNESS POST.  TO REACH FROM THE
 AO0621'PAVED ROAD AT THE STATION GO SOUTH ON THE PAVED ROAD FOR 0.4
 AO0621'MILE TO THE AZIMUTH MARK ON THE RIGHT, WEST, SIDE OF THE ROAD.
 AO0621'
 AO0621'PROPERTY OWNER--NAYLOR AND JONES ESTATE.  LEASED BY MRS.
 AO0621'JIM DARNELL.
 AO0621'
 AO0621'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1768 ***********************************************************************
 FL1768  DESIGNATION -  BRUSH
 FL1768  PID         -  FL1768
 FL1768  STATE/COUNTY-  TX/POTTER
 FL1768  USGS QUAD   -  BERRY SAND DRAW (1953)
 FL1768
 FL1768                         *CURRENT SURVEY CONTROL
 FL1768  ___________________________________________________________________
 FL1768* NAD 83(1993)-  35 28 49.04964(N)    101 44 06.84698(W)     ADJUSTED  
 FL1768* NAVD 88     -      1007.     (meters)    3304.     (feet)  SCALED    
 FL1768  ___________________________________________________________________
 FL1768  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FL1768  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL1768
 FL1768  HORZ ORDER  -  THIRD
 FL1768
 FL1768.The horizontal coordinates were established by classical geodetic methods
 FL1768.and adjusted by the National Geodetic Survey in February 1996..
 FL1768
 FL1768.The orthometric height was scaled from a topographic map.
 FL1768
 FL1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1768
 FL1768.The geoid height was determined by GEOID03.
 FL1768
 FL1768;                    North         East     Units Scale Factor Converg.
 FL1768;SPC TX N     - 1,164,244.072   178,653.945   MT  0.99991147   -0 08 10.8
 FL1768;SPC TX N     - 3,819,690.76    586,133.82   sFT  0.99991147   -0 08 10.8
 FL1768;UTM  14      - 3,929,747.301   251,841.450   MT  1.00035897   -1 35 18.3
 FL1768
 FL1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1768!SPC TX N     -   0.99984605  x   0.99991147  =   0.99975754
 FL1768!UTM  14      -   0.99984605  x   1.00035897  =   1.00020497
 FL1768
 FL1768:                Primary Azimuth Mark                     Grid Az
 FL1768:SPC TX N     -  TT 46 L                                  027 30 46.4
 FL1768:UTM  14      -  TT 46 L                                  028 57 53.9
 FL1768
 FL1768|---------------------------------------------------------------------|
 FL1768| PID    Reference Object                     Distance      Geod. Az  |
 FL1768|                                                           dddmmss.s |
 FL1768| FL1846 TT 46 L                             APPROX. 3.7 KM 0272235.6 |
 FL1768|---------------------------------------------------------------------|
 FL1768
 FL1768                          SUPERSEDED SURVEY CONTROL
 FL1768
 FL1768  NAD 83(1993)-  35 28 49.05303(N)    101 44 06.84124(W) AD(       ) 3
 FL1768  NAD 83(1986)-  35 28 49.05708(N)    101 44 06.83735(W) AD(       ) 3
 FL1768  NAD 27      -  35 28 48.88709(N)    101 44 05.19300(W) AD(       ) 3
 FL1768
 FL1768.Superseded values are not recommended for survey control.
 FL1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1768.See file dsdata.txt to determine how the superseded data were derived.
 FL1768
 FL1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5184129747(NAD 83)
 FL1768_MARKER: DD = SURVEY DISK
 FL1768_SETTING: 0 = UNSPECIFIED SETTING
 FL1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1768
 FL1768  HISTORY     - Date     Condition        Report By
 FL1768  HISTORY     - 1952     MONUMENTED       USGS
 FL1768
 FL1768                          STATION DESCRIPTION
 FL1768
 FL1768'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1768'TO REACH FROM AMARILLO POST OFFICE., GO E. 1 BLOCK TO U.S. HIGHWAYS 60
 FL1768'AND 66.  TURN LEFT N., GO 1.0 MI. TO JUNCTION OF U.S. HIGHWAYS 87 AND
 FL1768'287.  TURN RIGHT, E., ON HIGHWAYS 60 AND 66, GO 2.5 MI. TO STATE
 FL1768'HIGHWAY 136.  TURN LEFT W., GO 2.0 MI. TO WINDMILL.  CONTINUE 1.8 MI.
 FL1768'TO RD. FORK. CONTINUE W. 0.7 MI.TO GATE IN N-S. FENCE. CONTINUE W. 0.6
 FL1768'MI. TO RD. FORK.  TAKE LEFT FORK SW., GO 1.5 MI. TO CREEK CROSSING.
 FL1768'CONTINUE S., 0.9 MI. TO RD. FORK.  CONTINUE SW. ON RD. 0.3 MI. LEAVE
 FL1768'RD., TURN LEFT, E., GO 0.1 MI. TO TOP AND STATION.
 FL1768'
 FL1768'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED ---BRUSH
 FL1768'1952---.
 FL1768'
 FL1768'REFERENCE MARK NO.1 - 1 IN. IRON PIPE DRIVEN IN GROUND 54.70 FT.
 FL1768'DIST., N 24 DEG 44 MIN 23 SEC E.
 FL1768'
 FL1768'REFERENCE MARK NO.2 - 1 IN. IRON PIPE DRIVEN IN GROUND 63.50 FT.
 FL1768'DIST., S 73 DEG 58 MIN 08 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0877 ***********************************************************************
 DO0877  DESIGNATION -  BRUSH ET
 DO0877  PID         -  DO0877
 DO0877  STATE/COUNTY-  TX/HASKELL
 DO0877  USGS QUAD   -  MATTSON (1967)
 DO0877
 DO0877                         *CURRENT SURVEY CONTROL
 DO0877  ___________________________________________________________________
 DO0877* NAD 83(1993)-  33 22 07.53313(N)    099 35 04.90001(W)     ADJUSTED  
 DO0877* NAVD 88     -       463.8    (meters)    1522.     (feet)  VERTCON   
 DO0877  ___________________________________________________________________
 DO0877  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DO0877  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DO0877
 DO0877  HORZ ORDER  -  SECOND
 DO0877
 DO0877.The horizontal coordinates were established by classical geodetic methods
 DO0877.and adjusted by the National Geodetic Survey in February 1996..
 DO0877
 DO0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0877
 DO0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0877
 DO0877.The geoid height was determined by GEOID03.
 DO0877
 DO0877;                    North         East     Units Scale Factor Converg.
 DO0877;SPC TXNC     - 2,189,267.190   499,068.709   MT  0.99988789   -0 35 29.7
 DO0877;SPC TXNC     - 7,182,620.77  1,637,361.26   sFT  0.99988789   -0 35 29.7
 DO0877;UTM  14      - 3,692,321.487   445,608.249   MT  0.99963647   -0 19 17.8
 DO0877
 DO0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0877!SPC TXNC     -   0.99993166  x   0.99988789  =   0.99981955
 DO0877!UTM  14      -   0.99993166  x   0.99963647  =   0.99956815
 DO0877
 DO0877|---------------------------------------------------------------------|
 DO0877| PID    Reference Object                     Distance      Geod. Az  |
 DO0877|                                                           dddmmss.s |
 DO0877| CX7667 BRUSH ET RM 2                         7.731 METERS 09445     |
 DO0877| DO0879 WEINERT MUN TANK                    APPROX. 9.7 KM 2380153.7 |
 DO0877| CX7666 BRUSH ET RM 1                         7.711 METERS 27049     |
 DO0877| DO0885 LAKE                                APPROX. 6.2 KM 3015819.2 |
 DO0877| DO0881 MUNDAY CABLE TV MAST                APPROX. 9.2 KM 3302828.4 |
 DO0877| DO0870 MUNDAY TOWER                        APPROX. 9.5 KM 3382421.5 |
 DO0877| DO0873 MUNDAY GTE MICROWAVE                APPROX. 9.2 KM 3473458.9 |
 DO0877|---------------------------------------------------------------------|
 DO0877
 DO0877                          SUPERSEDED SURVEY CONTROL
 DO0877
 DO0877  NAD 83(1993)-  33 22 07.53533(N)    099 35 04.90005(W) AD(       ) 2
 DO0877  NAD 83(1986)-  33 22 07.54007(N)    099 35 04.89194(W) AD(       ) 2
 DO0877  NAD 27      -  33 22 07.18726(N)    099 35 03.58390(W) AD(       ) 2
 DO0877  NGVD 29 (07/19/86)  463.7    (m)         1521.     (f) VERT ANG       
 DO0877
 DO0877.Superseded values are not recommended for survey control.
 DO0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0877.See file dsdata.txt to determine how the superseded data were derived.
 DO0877
 DO0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB4560892321(NAD 83)
 DO0877_MARKER: DD = SURVEY DISK
 DO0877_SETTING: 0 = UNSPECIFIED SETTING
 DO0877
 DO0877  HISTORY     - Date     Condition        Report By
 DO0877  HISTORY     - 1966     MONUMENTED       USGS
 DO0877
 DO0877                          STATION DESCRIPTION
 DO0877
 DO0877'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DO0877'THE STATION IS LOCATED SOUTH 24 DEG EAST ABOUT 6 MILES (AIRLINE)
 DO0877'FROM MUNDAY, TEXAS.  NORTH 59 DEG EAST ABOUT 6 MILES (AIRLINE)
 DO0877'FROM WEINERT, TEXAS, 16 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 DO0877'2.3 FEET NORTH OF RIGHT-OF-WAY FENCE, 10 FEET ENE OF FENCE CORNER,
 DO0877'5 FEET WSW OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE
 DO0877'STATION CAN BE LOCATED FROM THE WICHITA FALLS (NI 14-8)
 DO0877'1--250,000 SERIES MAP.
 DO0877'
 DO0877'A 9 FT. HI IS REQUIRED TO SIGHT STATIONS THROCK ET, WEINERT ET,
 DO0877'AND LAST ET, THE OTHER RANGES ARE VISIBLE FROM THE GROUND.
 DO0877'
 DO0877'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0877'
 DO0877'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0877'ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A 6 INCH TILE,
 DO0877'12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH
 DO0877'THE GROUND AND IS STAMPED BRUSH ET 1966.
 DO0877'
 DO0877'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET CRIMPED TO
 DO0877'A COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH
 DO0877'THE GROUND, CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED
 DO0877'WITH GRAVEL.  RM NO. 1 IS LOCATED 25.30 FEET (7.711 METERS) WEST
 DO0877'OF THE STATION MARK AND IS STAMPED BRUSH ET NO. 1 1966.
 DO0877'
 DO0877'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0877'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH THE
 DO0877'GROUND, CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0877'GRAVEL.  RM NO. 2 IS LOCATED 25.365 FEET (7.731 METERS) EAST OF
 DO0877'THE STATION MARK AND IS STAMPED BRUSH ET NO. 2 1966.
 DO0877'
 DO0877'USGS STATION LAKE IS VISIBLE FROM THE GROUND AT THIS STATION AND
 DO0877'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0784 ***********************************************************************
 EN0784  DESIGNATION -  BRUSHY
 EN0784  PID         -  EN0784
 EN0784  STATE/COUNTY-  TX/DONLEY
 EN0784  USGS QUAD   -  CLARENDON SW (1963)
 EN0784
 EN0784                         *CURRENT SURVEY CONTROL
 EN0784  ___________________________________________________________________
 EN0784* NAD 83(1993)-  34 48 02.15157(N)    100 54 46.29333(W)     ADJUSTED  
 EN0784* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 EN0784  ___________________________________________________________________
 EN0784  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 EN0784  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EN0784
 EN0784  HORZ ORDER  -  FIRST
 EN0784
 EN0784.The horizontal coordinates were established by classical geodetic methods
 EN0784.and adjusted by the National Geodetic Survey in February 1996..
 EN0784
 EN0784.The orthometric height was scaled from a topographic map.
 EN0784
 EN0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0784
 EN0784.The geoid height was determined by GEOID03.
 EN0784
 EN0784;                    North         East     Units Scale Factor Converg.
 EN0784;SPC TX N     - 1,088,976.231   253,726.697   MT  0.99996851   +0 20 25.0
 EN0784;SPC TX N     - 3,572,749.52    832,435.01   sFT  0.99996851   +0 20 25.0
 EN0784;UTM  14      - 3,852,597.915   325,014.615   MT  0.99997740   -1 05 31.2
 EN0784
 EN0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0784!SPC TX N     -   0.99987742  x   0.99996851  =   0.99984593
 EN0784!UTM  14      -   0.99987742  x   0.99997740  =   0.99985482
 EN0784
 EN0784:                Primary Azimuth Mark                     Grid Az
 EN0784:SPC TX N     -  BRUSHY AZ MK                             051 35 39.4
 EN0784:UTM  14      -  BRUSHY AZ MK                             053 01 35.6
 EN0784
 EN0784|---------------------------------------------------------------------|
 EN0784| PID    Reference Object                     Distance      Geod. Az  |
 EN0784|                                                           dddmmss.s |
 EN0784| CX7668 BRUSHY AZ MK                                       0515604.4 |
 EN0784| CX7669 BRUSHY RM 1                           8.328 METERS 12218     |
 EN0784| CX7670 BRUSHY RM 2                           8.748 METERS 21118     |
 EN0784|---------------------------------------------------------------------|
 EN0784
 EN0784                          SUPERSEDED SURVEY CONTROL
 EN0784
 EN0784  NAD 83(1993)-  34 48 02.15379(N)    100 54 46.29071(W) AD(       ) 1
 EN0784  NAD 83(1986)-  34 48 02.15725(N)    100 54 46.28592(W) AD(       ) 1
 EN0784  NAD 27      -  34 48 01.96469(N)    100 54 44.76241(W) AD(       ) 1
 EN0784
 EN0784.Superseded values are not recommended for survey control.
 EN0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0784.See file dsdata.txt to determine how the superseded data were derived.
 EN0784
 EN0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2501552598(NAD 83)
 EN0784_MARKER: DS = TRIANGULATION STATION DISK
 EN0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0784
 EN0784  HISTORY     - Date     Condition        Report By
 EN0784  HISTORY     - 1964     MONUMENTED       CGS
 EN0784
 EN0784                          STATION DESCRIPTION
 EN0784
 EN0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0784'THE STATION IS ABOUT 6 MILES NORTH OF BRICE, 10 MILES SOUTH OF
 EN0784'CLARENDON, 11 MILES SOUTHWEST OF LELIA LAKE, 1-1/2 MILES WEST OF
 EN0784'BRUSHY CREEK, ON THE SUMMIT OF A SMALL HILL AND ON GRAZING LAND
 EN0784'OWNED BY MONTY REICHIE.
 EN0784'
 EN0784'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 287 AND STATE
 EN0784'HIGHWAY 70 AT THE EAST EDGE OF CLARENDON, GO SOUTH ON STATE HIGHWAY
 EN0784'70 FOR 9.85 MILES TO A LOCKED GATE ON THE RIGHT.  TURN RIGHT, PASS
 EN0784'THROUGH THE GATE AND GO EAST FOR ABOUT 100 YARDS TO A T-JUNCTION.
 EN0784'TURN RIGHT AND GO NORTH FOR 0.45 MILE TO A FORK.  BEAR LEFT AND
 EN0784'GO EASTERLY ON A DIM TRACK ROAD FOR 0.3 MILE TO A BLADED ROAD AND
 EN0784'A DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWESTERLY ON
 EN0784'THE TRACK ROAD FOR 0.9 MILE TO A SADDLE.  TURN LEFT AND CONTINUE
 EN0784'SOUTHERLY FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EN0784'SOUTH AND SOUTHWEST FOR 0.3 MILES TO THE BASE THE HILL.  AT
 EN0784'THIS POINT TURN RIGHT, LEAVING THE MAIN ROAD AND GO SOUTHERLY UP
 EN0784'GRADE FOR 0.05 MILE TO THE HIGHEST POINT AND THE STATION.
 EN0784'
 EN0784'THE STATION MARK IS A STANDARD DISK, STAMPED BRUSHY 1964, SET IN THE
 EN0784'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 EN0784'7.4 FEET EAST OF A WITNESS POST.
 EN0784'
 EN0784'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRUSHY NO 1 1964, SET IN
 EN0784'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 EN0784'IS ABOUT THE SAME ELEVATION AS THE STATION.
 EN0784'
 EN0784'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRUSHY NO 2 1964, SET IN
 EN0784'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0784'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0784'
 EN0784'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRUSHY 1964, SET IN THE
 EN0784'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 EN0784'14.4 FEET EAST OF THE CENTERLINE OF THE ROAD AND 2.7 FEET SOUTH OF
 EN0784'THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2607 ***********************************************************************
 CS2607  DESIGNATION -  BRUSHY RESET
 CS2607  PID         -  CS2607
 CS2607  STATE/COUNTY-  TX/ROCKWALL
 CS2607  USGS QUAD   -  FORNEY NORTH (1973)
 CS2607
 CS2607                         *CURRENT SURVEY CONTROL
 CS2607  ___________________________________________________________________
 CS2607* NAD 83(1993)-  32 52 03.27270(N)    096 24 45.01961(W)     ADJUSTED  
 CS2607* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 CS2607  ___________________________________________________________________
 CS2607  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 CS2607  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS2607
 CS2607  HORZ ORDER  -  FIRST
 CS2607
 CS2607.The horizontal coordinates were established by classical geodetic methods
 CS2607.and adjusted by the National Geodetic Survey in February 1996..
 CS2607
 CS2607.The orthometric height was scaled from a topographic map.
 CS2607
 CS2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2607
 CS2607.The geoid height was determined by GEOID03.
 CS2607
 CS2607;                    North         East     Units Scale Factor Converg.
 CS2607;SPC TXNC     - 2,135,109.262   795,337.241   MT  0.99987775   +1 08 18.6
 CS2607;SPC TXNC     - 7,004,937.64  2,609,368.93   sFT  0.99987775   +1 08 18.6
 CS2607;UTM  14      - 3,639,574.603   742,107.478   MT  1.00032281   +1 24 17.7
 CS2607
 CS2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2607!SPC TXNC     -   0.99997652  x   0.99987775  =   0.99985427
 CS2607!UTM  14      -   0.99997652  x   1.00032281  =   1.00029932
 CS2607
 CS2607:                Primary Azimuth Mark                     Grid Az
 CS2607:SPC TXNC     -  H 930                                    131 59 33.7
 CS2607:UTM  14      -  H 930                                    131 43 34.6
 CS2607
 CS2607|---------------------------------------------------------------------|
 CS2607| PID    Reference Object                     Distance      Geod. Az  |
 CS2607|                                                           dddmmss.s |
 CS2607| CS0070 H 930                                              1330752.3 |
 CS2607| CX9912 BRUSHY RM 1                          42.955 METERS 13506     |
 CS2607| CX9911 BRUSHY AZ MK                                       1353144.0 |
 CS2607| CX9914 BRUSHY RM 3                          16.980 METERS 14808     |
 CS2607| CS2597 FORNEY MUNICIPAL TANK               APPROX.14.1 KM 2015456.6 |
 CS2607| CS2611 ROCKWALL MUNICIPAL TANK             APPROX. 8.2 KM 3272047.8 |
 CS2607| CX9913 BRUSHY RM 2                          48.468 METERS 34905     |
 CS2607|---------------------------------------------------------------------|
 CS2607
 CS2607                          SUPERSEDED SURVEY CONTROL
 CS2607
 CS2607  NAD 83(1993)-  32 52 03.27897(N)    096 24 45.00913(W) AD(       ) 1
 CS2607  NAD 83(1986)-  32 52 03.27968(N)    096 24 45.00397(W) AD(       ) 1
 CS2607  NAD 27      -  32 52 02.82900(N)    096 24 44.05600(W) AD(       ) 1
 CS2607
 CS2607.Superseded values are not recommended for survey control.
 CS2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2607.See file dsdata.txt to determine how the superseded data were derived.
 CS2607
 CS2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4210739575(NAD 83)
 CS2607_MARKER: DS = TRIANGULATION STATION DISK
 CS2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2607
 CS2607  HISTORY     - Date     Condition        Report By
 CS2607  HISTORY     - 1966     MONUMENTED       CGS
 CS2607  HISTORY     - 19920825 MARK NOT FOUND   USPSQD
 CS2607
 CS2607                          STATION DESCRIPTION
 CS2607
 CS2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2607'THE SURFACE STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH
 CS2607'MARK WERE FOUND TO BE DESTROYED.  THE UNDERGROUND STATION
 CS2607'MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
 CS2607'THE SUB-MARK WAS LOWERED AND RE-MARKED AT ITS ORIGINAL POSITION.
 CS2607'A SURFACE MARK WAS SET DIRECTLY ABOVE THE UNDERGROUND MARK.
 CS2607'ONE NEW REFERENCE MARK WAS SET AND A BENCH MARK WAS USED FOR
 CS2607'AN AZIMUTH MARK.  A COMPLETE DESCRIPTION FOLLOWS--
 CS2607'
 CS2607'THE STATION IS ABOUT 5 MILES SOUTHEAST OF ROCKWALL, 10 MILES
 CS2607'NORTHWEST OF TERRELL, ALONG THE SOUTHWEST BARROW DITCH OF
 CS2607'STATE HIGHWAY 205.
 CS2607'
 CS2607'TO REACH STATION FROM THE JUNCTION OF F.M. HIGHWAY 740 AND
 CS2607'STATE HIGHWAY 205 IN ROCKWALL, GO SOUTHEAST ON STATE HIGHWAY
 CS2607'205 FOR 4.6 MILES TO STATION ON THE RIGHT.  CONTINUE ON THE
 CS2607'HIGHWAY 0.3 MILE TO AZIMUTH MARK ON THE LEFT.
 CS2607'
 CS2607'STATION MARKS ARE STANDARD DISKS, STAMPED BRUSHY 1949 1966.
 CS2607'THE SURFACE DISK IS SET IN A 14 IN X 14 IN CONCRETE POST
 CS2607'WHICH IS ABOUT 2 INCHES BELOW SURFACE OF GROUND.  IT IS
 CS2607'47.5 FEET SOUTHWEST OF THE HIGHWAY CENTER LINE, 11.5 FEET
 CS2607'NORTHEAST OF TELEPHONE POLE NO. 3281, 111 FEET SOUTHWEST
 CS2607'OF THE NORTHWEST BRICK PILLAR WHICH IS ACROSS HIGHWAY, AND
 CS2607'13 FEET NORTHEAST OF A METAL WITNESS POST.  UNDERGROUND DISK
 CS2607'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 CS2607'SURFACE OF GROUND.
 CS2607'
 CS2607'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED BRUSHY NO 2
 CS2607'1949 IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 CS2607'5 INCHES.  IT IS 43 FEET NORTHEAST OF THE HIGHWAY CENTER LINE,
 CS2607'151 FEET WEST OF THE NORTHWEST BRICK PILLAR, 20 FEET SOUTHWEST
 CS2607'OF THE RIGHT-OF-WAY FENCE, AND 4 FEET EAST OF A 12-INCH TREE.
 CS2607'
 CS2607'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED BRUSHY NO 3
 CS2607'1949 1966, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 CS2607'PROJECTS 2 INCHES.  IT IS 60 FEET SOUTHWEST OF THE HIGHWAY
 CS2607'CENTER LINE, 10 FEET WEST OF A TELEPHONE OUTLET NO. 3294,
 CS2607'AND IN THE SOUTHWEST RIGHT-OF-WAY FENCE.
 CS2607'
 CS2607'AZIMUTH MARK, A STANDARD BENCH MARK DISK, STAMPED H 930 1946,
 CS2607'IT IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST HEAD WALL AT
 CS2607'THE NORTH CORNER OF A CONCRETE CULVERT, 21 FEET NORTHEAST
 CS2607'OF THE HIGHWAY CENTER LINE, AND 59 FEET WEST OF A CORNER
 CS2607'FENCE POST.
 CS2607'
 CS2607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CS2607'SOUTHEAST OF ROCKWALL
 CS2607
 CS2607                          STATION RECOVERY (1992)
 CS2607
 CS2607'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS2607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6833 ***********************************************************************
 AW6833  DESIGNATION -  BRYAN
 AW6833  PID         -  AW6833
 AW6833  STATE/COUNTY-  TX/BRAZORIA
 AW6833  USGS QUAD   -  LAKE JACKSON (1974)
 AW6833
 AW6833                         *CURRENT SURVEY CONTROL
 AW6833  ___________________________________________________________________
 AW6833* NAD 83(1993)-  29 00 21.90915(N)    095 26 56.20437(W)     ADJUSTED  
 AW6833* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AW6833  ___________________________________________________________________
 AW6833  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6833  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW6833
 AW6833  HORZ ORDER  -  SECOND
 AW6833
 AW6833.The horizontal coordinates were established by classical geodetic methods
 AW6833.and adjusted by the National Geodetic Survey in February 1996..
 AW6833
 AW6833.The orthometric height was scaled from a topographic map.
 AW6833
 AW6833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6833
 AW6833.The geoid height was determined by GEOID03.
 AW6833
 AW6833;                    North         East     Units Scale Factor Converg.
 AW6833;SPC TXSC     - 4,135,224.425   945,895.776   MT  0.99987960   +1 44 22.9
 AW6833;SPC TXSC     -13,566,982.13  3,103,326.39   sFT  0.99987960   +1 44 22.9
 AW6833;UTM  15      - 3,211,132.930   261,448.075   MT  1.00030230   -1 11 17.0
 AW6833
 AW6833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6833!SPC TXSC     -   1.00000354  x   0.99987960  =   0.99988314
 AW6833!UTM  15      -   1.00000354  x   1.00030230  =   1.00030584
 AW6833
 AW6833|---------------------------------------------------------------------|
 AW6833| PID    Reference Object                     Distance      Geod. Az  |
 AW6833|                                                           dddmmss.s |
 AW6833| CV6970 BRYAN RM 2                           24.056 METERS 01349     |
 AW6833| AW6824 LAKE JACKSON MUNICIPAL TANK         APPROX. 3.5 KM 0171830.8 |
 AW6833| CV6968 BRYAN AZ MK                                        0250445.5 |
 AW6833| CV6969 BRYAN RM 1                           26.622 METERS 16620     |
 AW6833|---------------------------------------------------------------------|
 AW6833
 AW6833                          SUPERSEDED SURVEY CONTROL
 AW6833
 AW6833  NAD 83(1986)-  29 00 21.91891(N)    095 26 56.18351(W) AD(       ) 2
 AW6833  NAD 27      -  29 00 21.03000(N)    095 26 55.39000(W) AD(       ) 2
 AW6833
 AW6833.Superseded values are not recommended for survey control.
 AW6833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6833.See file dsdata.txt to determine how the superseded data were derived.
 AW6833
 AW6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6144811133(NAD 83)
 AW6833_MARKER: DS = TRIANGULATION STATION DISK
 AW6833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6833
 AW6833  HISTORY     - Date     Condition        Report By
 AW6833  HISTORY     - 1954     MONUMENTED       CGS
 AW6833
 AW6833                          STATION DESCRIPTION
 AW6833
 AW6833'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW6833'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF CLUTE, 1.0
 AW6833'MILE SOUTH OF THE COMMUNITY OF LAKE JACKSON, ALONG THE NORTHEAST
 AW6833'SIDE OF THE BRAZOS RIVER PROTECTION LEVEE, AND ON PROPERTY
 AW6833'OWNED BY THE DOW CHEMICAL COMPANY.
 AW6833'
 AW6833'REACHED FROM THE JUNCTION OF HIGHWAY 288 AND FARM AND MARKET
 AW6833'ROAD 1605 AT THE SOUTHEAST EDGE OF CLUTE BY GOING NORTHWESTERLY
 AW6833'ON ROAD 1605 FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 AW6833'AND GO 0.6 MILE TO A CROSS ROAD.  TURN RIGHT, PASSING THROUGH
 AW6833'A LOCKED GATE, AND FOLLOW A ROAD ON TOP OF A LEVEE FOR 2.5
 AW6833'MILES TO A T-ROAD.  TURN RIGHT, PASSING THROUGH A LOCKED
 AW6833'GATE, AND GO NORTHWESTERLY ON A ROAD ON TOP OF THE BRAZOS
 AW6833'RIVER PROTECTION LEVEE FOR 2.4 MILES TO THE STATION ON THE
 AW6833'RIGHT.
 AW6833'
 AW6833'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 AW6833'ON A TRACK ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AW6833'
 AW6833'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6833'IS 40 FEET NORTH OF THE BRAZOS RIVER PROTECTION LEVEE TOE,
 AW6833'22 FEET NORTHEAST OF A FENCE CORNER POST, AND 3 FEET EAST
 AW6833'OF A WITNESS POST.  THE DISK IS STAMPED BRYAN 1954, AND THE
 AW6833'MARK PROJECTS 2 INCHES.
 AW6833'
 AW6833'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AW6833'MONUMENT, IS 1 FOOT EAST OF A WIRE FENCE.  THE DISK IS STAMPED
 AW6833'BRYAN NO 1 1954, AND THE MARK PROJECTS 3 INCHES.
 AW6833'
 AW6833'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AW6833'MONUMENT, IS 15 FEET NORTH OF THE LEVEE TOE AND 1 FOOT NORTH
 AW6833'OF THE FENCE.  THE DISK IS STAMPED BRYAN NO 2 1954, AND THE
 AW6833'MARK PROJECTS 2 INCHES.
 AW6833'
 AW6833'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6833'IS 16 FEET EAST OF THE APPROXIMATE CENTER OF A TRACK ROAD
 AW6833'AND 1.5 FEET SOUTH OF A WITNESS POST.  THE DISK IS STAMPED
 AW6833'BRYAN 1954, THE MARK PROJECTS 5 INCHES.
 AW6833'
 AW6833'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1339 ***********************************************************************
 DN1339  DESIGNATION -  BRYAN
 DN1339  PID         -  DN1339
 DN1339  STATE/COUNTY-  TX/WISE
 DN1339  USGS QUAD   -  RHOME (1972)
 DN1339
 DN1339                         *CURRENT SURVEY CONTROL
 DN1339  ___________________________________________________________________
 DN1339* NAD 83(1993)-  33 05 55.00885(N)    097 25 05.90432(W)     ADJUSTED  
 DN1339* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 DN1339  ___________________________________________________________________
 DN1339  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 DN1339  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DN1339
 DN1339  HORZ ORDER  -  FIRST
 DN1339
 DN1339.The horizontal coordinates were established by classical geodetic methods
 DN1339.and adjusted by the National Geodetic Survey in February 1996..
 DN1339
 DN1339.The orthometric height was scaled from a topographic map.
 DN1339
 DN1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1339
 DN1339.The geoid height was determined by GEOID03.
 DN1339
 DN1339;                    North         East     Units Scale Factor Converg.
 DN1339;SPC TXNC     - 2,159,308.057   700,960.495   MT  0.99987296   +0 35 23.8
 DN1339;SPC TXNC     - 7,084,329.85  2,299,734.56   sFT  0.99987296   +0 35 23.8
 DN1339;UTM  14      - 3,663,332.033   647,598.232   MT  0.99986861   +0 51 50.0
 DN1339
 DN1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1339!SPC TXNC     -   0.99996068  x   0.99987296  =   0.99983364
 DN1339!UTM  14      -   0.99996068  x   0.99986861  =   0.99982929
 DN1339
 DN1339:                Primary Azimuth Mark                     Grid Az
 DN1339:SPC TXNC     -  SHERMAN                                  041 02 30.9
 DN1339:UTM  14      -  SHERMAN                                  040 46 04.7
 DN1339
 DN1339|---------------------------------------------------------------------|
 DN1339| PID    Reference Object                     Distance      Geod. Az  |
 DN1339|                                                           dddmmss.s |
 DN1339| DN1336 SHERMAN                             APPROX. 6.9 KM 0413754.7 |
 DN1339| CX9916 BRYAN RM 1                           19.715 METERS 11742     |
 DN1339| CX9917 BRYAN RM 2                           19.419 METERS 24430     |
 DN1339| CX9915 BRYAN AZ MK                                        2674325.1 |
 DN1339|---------------------------------------------------------------------|
 DN1339
 DN1339                          SUPERSEDED SURVEY CONTROL
 DN1339
 DN1339  NAD 83(1993)-  33 05 55.01001(N)    097 25 05.89303(W) AD(       ) 1
 DN1339  NAD 83(1986)-  33 05 55.01319(N)    097 25 05.88938(W) AD(       ) 1
 DN1339  NAD 27      -  33 05 54.57700(N)    097 25 04.80900(W) AD(       ) 1
 DN1339
 DN1339.Superseded values are not recommended for survey control.
 DN1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1339.See file dsdata.txt to determine how the superseded data were derived.
 DN1339
 DN1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4759863332(NAD 83)
 DN1339_MARKER: DS = TRIANGULATION STATION DISK
 DN1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1339_STAMPING: BRYAN 1935
 DN1339_MARK LOGO: CGS   
 DN1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1339+STABILITY: SURFACE MOTION
 DN1339
 DN1339  HISTORY     - Date     Condition        Report By
 DN1339  HISTORY     - 1935     MONUMENTED       CGS
 DN1339  HISTORY     - 1937     GOOD             TXHD
 DN1339  HISTORY     - 1938     GOOD             TXGS
 DN1339  HISTORY     - 1949     GOOD             CGS
 DN1339  HISTORY     - 1955     GOOD             TXHD
 DN1339  HISTORY     - 1958     GOOD             USGS
 DN1339  HISTORY     - 1960     GOOD             CGS
 DN1339  HISTORY     - 19850710 GOOD             NGS
 DN1339  HISTORY     - 19990827 GOOD             USPSQD
 DN1339
 DN1339                          STATION DESCRIPTION
 DN1339
 DN1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1339'STATION IS ABOUT 3-1/2 MILES NE OF RHOME, ABOUT 7 MILES
 DN1339'W OF JUSTIN, ON A KNOLL IN PASTURE NEAR TWO FARMHOUSES.  THE
 DN1339'PROPERTY IS OWNED BY MR. ROBERT BRYAN.  IT IS IN THE SW
 DN1339'CORNER OF PASTURE, ABOUT 25 YARDS NNW AND ACROSS ROAD FROM
 DN1339'MR. BRYANS HOUSE.  ABOUT 150 YARDS SW OF ANOTHER HOUSE,
 DN1339'47 FEET N OF THE CENTER LINE OF DIRT ROAD, 33.0 FEET NE OF
 DN1339'FENCE CORNER AT SW CORNER OF PASTURE, 17.3 FEET E OF FENCE
 DN1339'LINE AT W SIDE OF PASTURE, 29 FEET N OF FENCE LINE AT S
 DN1339'SIDE OF PASTURE.  THE MARK PROJECTS 6 INCHES.
 DN1339'
 DN1339'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1339'BRONZE DISKS SET IN CONCRETE.
 DN1339'
 DN1339'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT S OF N
 DN1339'RIGHT-OF-WAY FENCE LINE AT S SIDE OF PASTURE, 74.5 FEET E
 DN1339'OF FENCE CORNER AT SW CORNER OF PASTURE, 18 FEET N OF THE
 DN1339'CENTER LINE OF DIRT ROAD.  THE MARK PROJECTS 6 INCHES.
 DN1339'
 DN1339'REFERENCE MARK NO. 2 IS SW OF THE STATION, 1 FOOT S OF N
 DN1339'RIGHT-OF-WAY FENCE LINE AT S SIDE OF THE FIELD TO W OF
 DN1339'PASTURE, 18 FEET N OF THE CENTER LINE OF DIRT ROAD, 40.4 FEET
 DN1339'W OF FENCE CORNER AT SW CORNER OF PASTURE, 5 FEET E OF A
 DN1339'10-INCH LONE TREE.  THE MARK PROJECTS 7 INCHES.
 DN1339'
 DN1339'AZIMUTH MARK IS W OF THE STATION ON RIGHT-OF-WAY OF SAME
 DN1339'DIRT ROAD THAT PASSES BY THE STATION, ABOUT 25 YARDS W OF THE
 DN1339'THIRD HOUSE ON THE S SIDE OF ROAD W OF THE STATION.  18 FEET
 DN1339'S OF THE CENTER LINE OF ROAD.  6 INCHES N OF S RIGHT-OF-WAY
 DN1339'FENCE LINE.  THE MARK PROJECTS 6 INCHES.
 DN1339'
 DN1339'TO REACH STATION FROM THE RAILROAD DEPOT IN RHOME, GO S ON
 DN1339'U.S. HIGHWAY 81, 0.75 MILE TO JUNCTION WITH STATE HIGHWAY
 DN1339'114.  THENCE E ON HIGHWAY 114 FOR 4.25 MILES TO WISE-DENTON
 DN1339'COUNTY LINE.  CONTINUE E 0.2 MILE TO SIDE ROAD N.  THENCE N ON
 DN1339'DIRT ROAD, 3.8 MILES TO COTTON GIN ON W SIDE OF THE ROAD.
 DN1339'CONTINUE N, 0.45 MILE TO DIRT ROAD LEADING W.  THENCE W 1.6
 DN1339'MILES TO MR. BRYANS HOUSE AND THE STATION.
 DN1339'
 DN1339'ALL LIGHTS COME INTO VIEW AT 37 FEET.
 DN1339
 DN1339                          STATION RECOVERY (1937)
 DN1339
 DN1339'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1339'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.  NO
 DN1339'ATTEMPT WAS MADE TO LOCATE REFERENCE MARK NO. 2.
 DN1339
 DN1339                          STATION RECOVERY (1938)
 DN1339
 DN1339'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN1339'STATION RECOVERED IN GOOD CONDITION.
 DN1339
 DN1339                          STATION RECOVERY (1949)
 DN1339
 DN1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DN1339'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DN1339'DESCRIBED.
 DN1339
 DN1339                          STATION RECOVERY (1955)
 DN1339
 DN1339'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955
 DN1339'THIS STATION RECOVERED AND IN GOOD CONDITION.  BOTH REFERENCE
 DN1339'MARKS HAVE BEEN DUG UP DUE TO HIGHWAY CONSTRUCTION.
 DN1339
 DN1339                          STATION RECOVERY (1958)
 DN1339
 DN1339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1339'STATION RECOVERED IN GOOD CONDITION.
 DN1339'
 DN1339'BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE DESTROYED BY
 DN1339'ROAD CONSTRUCTION.
 DN1339'
 DN1339'THE STATION IS ABOUT 4 MILES NE OF RHOME, ABOUT 7 MILES W
 DN1339'OF JUSTIN, ABOUT 25 YARDS NNW AND ACROSS THE ROAD FROM A
 DN1339'HOUSE, 318 FEET WNW OF ROAD AT DRIVEWAY TO HOUSE ON THE N SIDE OF
 DN1339'ROAD, 47 FEET N OF THE CENTER OF FARM ROAD 407, 17.5 FEET
 DN1339'E OF FENCE CORNER AND 4 FEET S OF FENCE LINE.
 DN1339'
 DN1339'TO REACH THE STATION FROM RHOME, GO N ON U.S. HIGHWAY 81
 DN1339'AND 287 FOR 3.2 MILES TO JUNCTION OF FARM ROAD 407, THENCE
 DN1339'E ON FARM ROAD 407 FOR 3.3 MILES TO STATION.
 DN1339
 DN1339                          STATION RECOVERY (1960)
 DN1339
 DN1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1339'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1339'
 DN1339'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1339
 DN1339                          STATION RECOVERY (1985)
 DN1339
 DN1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 DN1339'THE STATION MARK WAS THE ONLY MARK FOUND.  A NEW SET OF REFERENCE
 DN1339'MARKS WAS ESTABLISHED AT THIS TIME.  NO PLACE WAS FOUND SUITABLE FOR
 DN1339'AN AZIMUTH MARK.  THE REFERENCE MARKS ARE SET SHALLOW DUE TO THE ROCK
 DN1339'IN THE AREA.  THE STATION IS LOCATED 5.60 KM (3.45 MI) NORTHEAST OF
 DN1339'RHOME, 11.20 KM (6.95 MI) WEST OF JUSTIN AND ALONG THE NORTH SIDE OF
 DN1339'FARM-MARKET ROAD 407 ON STATE PROPERTY.  TO REACH THE STATION FROM THE
 DN1339'JUNCTION OF U.S HIGHWAY 287 AND BUSINESS U.S HIGHWAY 287, ON THE
 DN1339'NORTHWEST SIDE OF RHOME, GO NORTH ON U.S HIGHWAY 287 FOR 3.12 KM (1.95
 DN1339'MI) TO THE JUNCTION WITH FM 407.  TURN RIGHT AND GO ON FM 407 FOR 2.32
 DN1339'KM (1.45 MI) TO THE JUNCTION WITH FM 2264 AND THE FARIVIEW BAPTIST
 DN1339'CHURCH ON THE LEFT.  CONTINUE EASTERLY ON FM 407 FOR 2.48 KM (1.55 MI)
 DN1339'TO THE STATION ON THE LEFT RIGHT-OF-WAY.  STATION MARK,
 DN1339'STAMPED---BRYAN 1935---, IS A STANDARD CGS DISK SET IN TOP OF A SQUARE
 DN1339'CONCRETE POST AND PROJECTS ABOUT 3-INCHES.  IT IS 13.72 METERS (45.01
 DN1339'FT) NORTH OF THE CENTER OF FM 407, 2.62 METERS (8.60 FT) EAST OF A
 DN1339'POWER POLE AND 0.30 METER (0.98 FT) SOUTH OF A FENCE WITH HIGH BRUSH
 DN1339'AROUND IT.  REFERENCE MARK 3, STAMPED---BRYAN 1935 NO 3 1985---, IS A
 DN1339'STANDARD DISK SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 DN1339'GROUND.  IT IS 12.19 METERS (39.99 FT) NORTH OF THE CENTER OF FM 407,
 DN1339'1.83 METERS (6.00 FT) SOUTH OF A FENCE AND 1.83 METERS (6.00 FT) SOUTH
 DN1339'OF A HICKORY TREE.  REFERENCE MARK 4, STAMPED---BRYAN NO 4 1985---, IS
 DN1339'A STANDARD DISK SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 DN1339'GROUND.  IT IS 10.36 METERS (33.99 FT) NORTH OF THE CENTER OF FM 407,
 DN1339'5.64 METERS (18.50 FT) SOUTHWEST OF A HICKORY TREE AND 3.66 METERS
 DN1339'(12.01 FT) SOUTH OF A FENCE.
 DN1339
 DN1339                          STATION RECOVERY (1999)
 DN1339
 DN1339'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9804 ***********************************************************************
 DG9804  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9804  DESIGNATION -  BRYAN CORS ARP
 DG9804  CORS_ID     -  TXBY
 DG9804  PID         -  DG9804
 DG9804  STATE/COUNTY-  TX/BRAZOS
 DG9804  USGS QUAD   -  BRYAN EAST (1980)
 DG9804
 DG9804                         *CURRENT SURVEY CONTROL
 DG9804  ___________________________________________________________________
 DG9804* NAD 83(CORS)-  30 41 08.98727(N)    096 22 13.92022(W)     ADJUSTED  
 DG9804* NAVD 88     -                                                        
 DG9804  ___________________________________________________________________
 DG9804  EPOCH DATE  -        2002.00
 DG9804  X           -    -609,150.205 (meters)                     COMP
 DG9804  Y           -  -5,456,025.544 (meters)                     COMP
 DG9804  Z           -   3,236,033.960 (meters)                     COMP
 DG9804  ELLIP HEIGHT-          89.16  (meters)          (04/??/05) GPS OBS
 DG9804  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DG9804
 DG9804  HORZ ORDER  -  SPECIAL (CORS)
 DG9804  ELLP ORDER  -  SPECIAL (CORS)
 DG9804
 DG9804.ITRF positions are available for this station.
 DG9804.The coordinates were established by GPS observations
 DG9804.and adjusted by the National Geodetic Survey in April 2005..
 DG9804.The coordinates are valid at the epoch date displayed above.
 DG9804.The epoch date for horizontal control is a decimal equivalence
 DG9804.of Year/Month/Day.
 DG9804
 DG9804
 DG9804.The PID for the CORS L1 Phase Center is DG9805.
 DG9804
 DG9804.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9804
 DG9804.The ellipsoidal height was determined by GPS observations
 DG9804.and is referenced to NAD 83.
 DG9804
 DG9804.The geoid height was determined by GEOID03.
 DG9804
 DG9804;                    North         East     Units Scale Factor Converg.
 DG9804;SPC TX C     - 3,119,741.197 1,079,579.897   MT  0.99989682   +2 02 27.9
 DG9804;SPC TX C     -10,235,350.91  3,541,921.71   sFT  0.99989682   +2 02 27.9
 DG9804
 DG9804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9804!SPC TX C     -   0.99998600  x   0.99989682  =   0.99988282
 DG9804
 DG9804                          SUPERSEDED SURVEY CONTROL
 DG9804
 DG9804.No superseded survey control is available for this station.
 DG9804
 DG9804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5188797736(NAD 83)
 DG9804_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9804
 DG9804                          STATION DESCRIPTION
 DG9804
 DG9804'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9804'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9804'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9804'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9804'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9804'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9805 ***********************************************************************
 DG9805  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9805  DESIGNATION -  BRYAN CORS L1 PHASE CENTER
 DG9805  CORS_ID     -  TXBY
 DG9805  PID         -  DG9805
 DG9805  STATE/COUNTY-  TX/BRAZOS
 DG9805  USGS QUAD   -  BRYAN EAST (1980)
 DG9805
 DG9805                         *CURRENT SURVEY CONTROL
 DG9805  ___________________________________________________________________
 DG9805* NAD 83(CORS)-  30 41 08.98728(N)    096 22 13.92020(W)     ADJUSTED  
 DG9805* NAVD 88     -                                                        
 DG9805  ___________________________________________________________________
 DG9805  EPOCH DATE  -        2002.00
 DG9805  X           -    -609,150.212 (meters)                     COMP
 DG9805  Y           -  -5,456,025.612 (meters)                     COMP
 DG9805  Z           -   3,236,034.001 (meters)                     COMP
 DG9805  ELLIP HEIGHT-          89.24  (meters)          (04/??/05) GPS OBS
 DG9805  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DG9805
 DG9805  HORZ ORDER  -  SPECIAL (CORS)
 DG9805  ELLP ORDER  -  SPECIAL (CORS)
 DG9805
 DG9805.ITRF positions are available for this station.
 DG9805.The coordinates were established by GPS observations
 DG9805.and adjusted by the National Geodetic Survey in April 2005..
 DG9805.The coordinates are valid at the epoch date displayed above.
 DG9805.The epoch date for horizontal control is a decimal equivalence
 DG9805.of Year/Month/Day.
 DG9805
 DG9805
 DG9805.The PID for the CORS ARP is DG9804.
 DG9805
 DG9805.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9805
 DG9805.The ellipsoidal height was determined by GPS observations
 DG9805.and is referenced to NAD 83.
 DG9805
 DG9805.The geoid height was determined by GEOID03.
 DG9805
 DG9805;                    North         East     Units Scale Factor Converg.
 DG9805;SPC TX C     - 3,119,741.198 1,079,579.897   MT  0.99989682   +2 02 27.9
 DG9805;SPC TX C     -10,235,350.91  3,541,921.71   sFT  0.99989682   +2 02 27.9
 DG9805
 DG9805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9805!SPC TX C     -   0.99998599  x   0.99989682  =   0.99988281
 DG9805
 DG9805                          SUPERSEDED SURVEY CONTROL
 DG9805
 DG9805.No superseded survey control is available for this station.
 DG9805
 DG9805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5188797736(NAD 83)
 DG9805_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9805
 DG9805                          STATION DESCRIPTION
 DG9805
 DG9805'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9805'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9805'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9805'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9805'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9805'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0950 ***********************************************************************
 BM0950  DESIGNATION -  BRYAN MUNICIPAL TANK
 BM0950  PID         -  BM0950
 BM0950  STATE/COUNTY-  TX/BRAZOS
 BM0950  USGS QUAD   -  BRYAN EAST (1980)
 BM0950
 BM0950                         *CURRENT SURVEY CONTROL
 BM0950  ___________________________________________________________________
 BM0950* NAD 83(1993)-  30 40 15.28879(N)    096 22 20.92984(W)     ADJUSTED  
 BM0950* NAVD 88     -                                                        
 BM0950  ___________________________________________________________________
 BM0950  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BM0950  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BM0950
 BM0950  HORZ ORDER  -  THIRD
 BM0950
 BM0950.The horizontal coordinates were established by classical geodetic methods
 BM0950.and adjusted by the National Geodetic Survey in February 1996..
 BM0950
 BM0950
 BM0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0950
 BM0950.The geoid height was determined by GEOID03.
 BM0950
 BM0950;                    North         East     Units Scale Factor Converg.
 BM0950;SPC TX C     - 3,118,082.098 1,079,452.332   MT  0.99989827   +2 02 24.3
 BM0950;SPC TX C     -10,229,907.68  3,541,503.19   sFT  0.99989827   +2 02 24.3
 BM0950;UTM  14      - 3,396,077.562   751,738.832   MT  1.00038183   +1 20 27.7
 BM0950
 BM0950                          SUPERSEDED SURVEY CONTROL
 BM0950
 BM0950  NAD 83(1986)-  30 40 15.30240(N)    096 22 20.91061(W) AD(       ) 4
 BM0950  NAD 27      -  30 40 14.58900(N)    096 22 20.04900(W) AD(       ) 3
 BM0950
 BM0950.Superseded values are not recommended for survey control.
 BM0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0950.See file dsdata.txt to determine how the superseded data were derived.
 BM0950
 BM0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5173996078(NAD 83)
 BM0950_MARKER: 53 = ELEVATED TANK
 BM0950
 BM0950  HISTORY     - Date     Condition        Report By
 BM0950  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0950  HISTORY     - 1943     GOOD             CGS
 BM0950  HISTORY     - 1953     GOOD             CGS
 BM0950  HISTORY     - 1963     GOOD             CGS
 BM0950  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0950
 BM0950                          STATION DESCRIPTION
 BM0950
 BM0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0950'THE STATION IS THE CENTER OF THE MUNICIPAL TANK OF BRYAN,
 BM0950'TEXAS, WHICH IS VERY LARGE, APPROXIMATELY 125 FEET HIGH, AND
 BM0950'VERY PROMINENT.  THE TANK WHICH IS PAINTED BLACK, IS SUPPORTED
 BM0950'BY 8 GIRDER LEGS.  IT HAS A 10-INCH INTAKE PIPE AND IS SURMOUNTED
 BM0950'BY A LIGHT ON THE TOP.
 BM0950'
 BM0950'THE TANK IS LOCATED IN THE CENTRAL PART OF TOWN, 2 BLOCKS
 BM0950'NW OF TEXAS ROUTE 6, AND 150 FEET SE OF RAILROAD TRACKS.
 BM0950'
 BM0950'DATE OF ERECTION NOT KNOWN.
 BM0950
 BM0950                          STATION RECOVERY (1943)
 BM0950
 BM0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0950'THIS INTERSECTION STATION IS THE WATER TANK, LOCATED IN THE
 BM0950'SE PART OF THE TOWN ONE BLOCK E OF THE RAILROAD AND ONE
 BM0950'BLOCK S OF THE CITY HALL.  IT IS A STEEL STRUCTURE SUPPORTED
 BM0950'ON EIGHT STRUCTURAL STEEL LEGS AND IS PAINTED ALUMINUM.  THE
 BM0950'POINT LOCATED IS THE BALL AT THE APEX OF THE CONICAL ROOF.
 BM0950'HEIGHT ABOUT 150 FEET.
 BM0950
 BM0950                          STATION RECOVERY (1953)
 BM0950
 BM0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 BM0950'STATION RECOVERED
 BM0950
 BM0950                          STATION RECOVERY (1963)
 BM0950
 BM0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 BM0950'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 BM0950'CONDITION.
 BM0950
 BM0950                          STATION RECOVERY (1994)
 BM0950
 BM0950'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0038 ***********************************************************************
 BM0038  DESIGNATION -  BRYAN RM 2
 BM0038  PID         -  BM0038
 BM0038  STATE/COUNTY-  TX/BRAZOS
 BM0038  USGS QUAD   -  BRYAN EAST (1980)
 BM0038
 BM0038                         *CURRENT SURVEY CONTROL
 BM0038  ___________________________________________________________________
 BM0038* NAD 83(1986)-  30 40 04.     (N)    096 22 03.     (W)     SCALED    
 BM0038* NAVD 88     -       114.75   (+/-2cm)     376.5    (feet)  VERTCON   
 BM0038  ___________________________________________________________________
 BM0038  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BM0038
 BM0038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0038
 BM0038.The horizontal coordinates were scaled from a topographic map and have
 BM0038.an estimated accuracy of +/- 6 seconds.
 BM0038
 BM0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0038.The vertical order pertains to the NGVD 29 superseded value.
 BM0038
 BM0038.The geoid height was determined by GEOID03.
 BM0038
 BM0038;                    North         East    Units  Estimated Accuracy
 BM0038;SPC TX C     - 3,117,750.    1,079,940.      MT  (+/- 180 meters Scaled)
 BM0038
 BM0038                          SUPERSEDED SURVEY CONTROL
 BM0038
 BM0038  NGVD 29 (??/??/92)  114.719  (m)          376.37   (f) ADJ UNCH    2 0
 BM0038
 BM0038.Superseded values are not recommended for survey control.
 BM0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0038.See file dsdata.txt to determine how the superseded data were derived.
 BM0038
 BM0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU522957(NAD 83)
 BM0038_MARKER: DR = REFERENCE MARK DISK
 BM0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0038_SP_SET: CONCRETE BLOCK
 BM0038_STAMPING: BRYAN NO 2 1935
 BM0038_MARK LOGO: CGS   
 BM0038_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BM0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0038+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2002
 BM0038
 BM0038  HISTORY     - Date     Condition        Report By
 BM0038  HISTORY     - 1935     MONUMENTED       CGS
 BM0038  HISTORY     - 1944     GOOD             NGS
 BM0038  HISTORY     - 19851010 GOOD             NGS
 BM0038  HISTORY     - 19940820 GOOD             USPSQD
 BM0038  HISTORY     - 20021006 GOOD             INDIV
 BM0038
 BM0038                          STATION DESCRIPTION
 BM0038
 BM0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BM0038'IN BRYAN.
 BM0038'BRYAN REF. NO. 2 - AT BRYAN BRAZOS COUNTY, ON THE GROUNDS OF THE LAMAR
 BM0038'JUNIOR HIGH SCHOOL, 1.0 FOOT SOUTH OF THE SIDEWALK ON THE NORTHEAST
 BM0038'SIDE OF MONROE STREET, 22.0 FEET NORTHEAST OF CENTER LINE OF MONROE
 BM0038'STREET, 128 FEET NORTHWEST OF THE INTERSECTION OF MONROE AND HUTCHINS
 BM0038'STREET, A STANDARD TRIANGULATION REFERENCE DISK, STAMPED BRYAN 1935
 BM0038'NO. 2, SET IN THE TOP OF A CONCRETE BLOCK ABOUT FLUSH WITH THE GROUND.
 BM0038
 BM0038                          STATION RECOVERY (1985)
 BM0038
 BM0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 BM0038'THE MARK WAS RECOVERED AS DESCRIBED.  BRYAN HAS BEEN MOVED BY
 BM0038'CONSTRUCTION WORK IN THE AREA.  THE MARK WAS USED AS AN RM FOR THE NEW
 BM0038'STATION.  A POSITION WAS PUT ON THE MARK FOR USE BY THE CITY. STATION
 BM0038'IS LOCATED ON THE SOUTHWEST SIDE OF THE GROUNDS OF THE FANNIN SCHOOL,
 BM0038'ALONG THE NORTHEAST SIDE OF 30TH STREET AND 52 METERS (170.6 FT)
 BM0038'SOUTHEAST OF THE STATION---BRYAN 2---.  THE MARK IS STAMPED---BRYAN NO
 BM0038'2 1935---AND IS SET IN TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 BM0038'3-INCHES.  IT IS 12.56 METERS (41.21 FT) SOUTH OF THE SOUTH CORNER OF
 BM0038'THE GYMNASIUM, 7.01 METERS (23.00 FT) NORTHEAST OF THE CENTER OF 30TH
 BM0038'STREET, 2.22 METERS (7.28 FT) SOUTHWEST OF AN HISTORICAL MONUMENT AND
 BM0038'0.24 METER (0.79 FT) NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK.
 BM0038
 BM0038                          STATION RECOVERY (1994)
 BM0038
 BM0038'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0038'RECOVERED IN GOOD CONDITION.
 BM0038
 BM0038                          STATION RECOVERY (2002)
 BM0038
 BM0038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FG)
 BM0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0039 ***********************************************************************
 BM0039  DESIGNATION -  BRYAN RM 3
 BM0039  PID         -  BM0039
 BM0039  STATE/COUNTY-  TX/BRAZOS
 BM0039  USGS QUAD   -  BRYAN EAST (1980)
 BM0039
 BM0039                         *CURRENT SURVEY CONTROL
 BM0039  ___________________________________________________________________
 BM0039* NAD 83(1986)-  30 40 04.     (N)    096 22 03.     (W)     SCALED    
 BM0039* NAVD 88     -       114.49   (+/-2cm)     375.6    (feet)  VERTCON   
 BM0039  ___________________________________________________________________
 BM0039  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BM0039
 BM0039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0039
 BM0039.The horizontal coordinates were scaled from a topographic map and have
 BM0039.an estimated accuracy of +/- 6 seconds.
 BM0039
 BM0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0039.The vertical order pertains to the NGVD 29 superseded value.
 BM0039
 BM0039.The geoid height was determined by GEOID03.
 BM0039
 BM0039;                    North         East    Units  Estimated Accuracy
 BM0039;SPC TX C     - 3,117,750.    1,079,940.      MT  (+/- 180 meters Scaled)
 BM0039
 BM0039                          SUPERSEDED SURVEY CONTROL
 BM0039
 BM0039  NGVD 29 (??/??/92)  114.460  (m)          375.52   (f) ADJ UNCH    2 0
 BM0039
 BM0039.Superseded values are not recommended for survey control.
 BM0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0039.See file dsdata.txt to determine how the superseded data were derived.
 BM0039
 BM0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU522957(NAD 83)
 BM0039_MARKER: DR = REFERENCE MARK DISK
 BM0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0039_SP_SET: CONCRETE BLOCK
 BM0039_STAMPING: BRYAN 1943 3
 BM0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0039
 BM0039  HISTORY     - Date     Condition        Report By
 BM0039  HISTORY     - 1943     MONUMENTED       CGS
 BM0039  HISTORY     - 1944     GOOD             NGS
 BM0039  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0039
 BM0039                          STATION DESCRIPTION
 BM0039
 BM0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BM0039'IN BRYAN.
 BM0039'BRYAN REF. NO. 3 - AT BRYAN BRAZOS COUNTY, ON THE GROUNDS OF THE LAMAR
 BM0039'JUNIOR HIGH SCHOOL, 50 FEET NORTHWEST OF THE CENTER LINE OF HUTCHINS
 BM0039'STREET, 24 FEET NORTHWEST OF AN 18 INCH TREE, A STANDARD TRIANGULATION
 BM0039'REFERENCE DISK, STAMPED BRYAN 1943 NO. 3, SET IN THE TOP OF A BLOCK OF
 BM0039'CONCRETE FLUSH WITH THE GROUND.
 BM0039
 BM0039                          STATION RECOVERY (1994)
 BM0039
 BM0039'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0112 ***********************************************************************
 CC0112  DESIGNATION -  BRYANT
 CC0112  PID         -  CC0112
 CC0112  STATE/COUNTY-  TX/MIDLAND
 CC0112  USGS QUAD   -  BRYANT RANCH (1974)
 CC0112
 CC0112                         *CURRENT SURVEY CONTROL
 CC0112  ___________________________________________________________________
 CC0112* NAD 83(1993)-  31 50 39.36223(N)    102 02 01.71369(W)     ADJUSTED  
 CC0112* NAVD 88     -       857.785  (meters)    2814.25   (feet)  ADJUSTED  
 CC0112  ___________________________________________________________________
 CC0112  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CC0112  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CC0112  DYNAMIC HT  -         856.577 (meters)    2810.29  (feet)  COMP
 CC0112  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 CC0112
 CC0112  HORZ ORDER  -  SECOND
 CC0112  VERT ORDER  -  SECOND    CLASS 0
 CC0112
 CC0112.The horizontal coordinates were established by classical geodetic methods
 CC0112.and adjusted by the National Geodetic Survey in February 1996..
 CC0112
 CC0112.The orthometric height was determined by differential leveling
 CC0112.and adjusted by the National Geodetic Survey in June 1991..
 CC0112
 CC0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0112
 CC0112.The geoid height was determined by GEOID03.
 CC0112
 CC0112.The dynamic height is computed by dividing the NAVD 88
 CC0112.geopotential number by the normal gravity value computed on the
 CC0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0112.degrees latitude (g = 980.6199 gals.).
 CC0112
 CC0112.The modeled gravity was interpolated from observed gravity values.
 CC0112
 CC0112;                    North         East     Units Scale Factor Converg.
 CC0112;SPC TX C     - 3,242,638.674   539,053.600   MT  0.99998974   -0 52 33.0
 CC0112;SPC TX C     -10,638,557.05  1,768,545.02   sFT  0.99998974   -0 52 33.0
 CC0112;UTM  13      - 3,527,009.811   780,701.069   MT  1.00057187   +1 33 57.7
 CC0112;UTM  14      - 3,527,186.824   212,897.293   MT  1.00061672   -1 36 06.4
 CC0112
 CC0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0112!SPC TX C     -   0.99986916  x   0.99998974  =   0.99985891
 CC0112!UTM  13      -   0.99986916  x   1.00057187  =   1.00044096
 CC0112!UTM  14      -   0.99986916  x   1.00061672  =   1.00048580
 CC0112
 CC0112:                Primary Azimuth Mark                     Grid Az
 CC0112:SPC TX C     -  AIRWAYS BEACON 26                        018 14 57.7
 CC0112:UTM  13      -  AIRWAYS BEACON 26                        015 48 27.0
 CC0112:UTM  14      -  AIRWAYS BEACON 26                        018 58 31.1
 CC0112
 CC0112|---------------------------------------------------------------------|
 CC0112| PID    Reference Object                     Distance      Geod. Az  |
 CC0112|                                                           dddmmss.s |
 CC0112| CU1130 AIRWAYS BEACON 26                   APPROX.27.1 KM 0172224.7 |
 CC0112| CC0114 BRYANT RM 1                          42.917 METERS 16337     |
 CC0112| CC0113 BRYANT RM 2                          31.302 METERS 25841     |
 CC0112| CH8478 BRYANT AZ MK                                       3495527.3 |
 CC0112| AI0490 BRYANT AZ MK 2                                     3500023.3 |
 CC0112|---------------------------------------------------------------------|
 CC0112
 CC0112                          SUPERSEDED SURVEY CONTROL
 CC0112
 CC0112  NAD 83(1986)-  31 50 39.36584(N)    102 02 01.70491(W) AD(       ) 2
 CC0112  NAD 27      -  31 50 38.90400(N)    102 02 00.22000(W) AD(       ) 2
 CC0112  NGVD 29 (??/??/92)  857.429  (m)         2813.08   (f) ADJ UNCH    2 0
 CC0112
 CC0112.Superseded values are not recommended for survey control.
 CC0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0112.See file dsdata.txt to determine how the superseded data were derived.
 CC0112
 CC0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR8070127010(NAD 83)
 CC0112_MARKER: DS = TRIANGULATION STATION DISK
 CC0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0112_STAMPING: BRYANT 1935
 CC0112_MARK LOGO: CGS   
 CC0112_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CC0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0112+STABILITY: SURFACE MOTION
 CC0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0112+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 CC0112
 CC0112  HISTORY     - Date     Condition        Report By
 CC0112  HISTORY     - 1935     MONUMENTED       CGS
 CC0112  HISTORY     - 1938     GOOD             TXHD
 CC0112  HISTORY     - 1939     GOOD             TSI
 CC0112  HISTORY     - 1948     GOOD             LOCENG
 CC0112  HISTORY     - 1967     GOOD             CGS
 CC0112  HISTORY     - 1967     GOOD             NGS
 CC0112  HISTORY     - 1970     POOR             NGS
 CC0112  HISTORY     - 19820825 GOOD             NGS
 CC0112  HISTORY     - 20000328 SEE DESCRIPTION  NGS
 CC0112  HISTORY     - 20001002 GOOD             TXDOT
 CC0112  HISTORY     - 20020118 GOOD             JCLS
 CC0112  HISTORY     - 20030506 GOOD             JCLS
 CC0112
 CC0112                          STATION DESCRIPTION
 CC0112
 CC0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0112'STATION IS 11 MILES, AIRLINE, S OF MIDLAND, IN SECTION 14
 CC0112'(APPROXIMATELY), BLOCK 39, T 3 S, IN A FENCED PASTURE BELONGING
 CC0112'TO BRYANT BROTHERS, 45 FEET S OF AN E-W FENCE, 32 FEET W OF
 CC0112'A N-S FENCE, 61 FEET W OF THE CENTER LINE OF THE MIDLAND-RANKIN
 CC0112'HIGHWAY, MARK PROJECTS 8 INCHES.
 CC0112'
 CC0112'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0112'BRONZE DISKS SET IN CONCRETE.
 CC0112'
 CC0112'REFERENCE MARK NO. 1 IS S OF THE STATION, 30 FEET W OF THE N-S
 CC0112'FENCE, 59 FEET W OF THE CENTER LINE OF THE HIGHWAY AND PROJECTS
 CC0112'10 INCHES.
 CC0112'
 CC0112'REFERENCE MARK NO. 2 IS W OF THE STATION, 36 FEET S OF AN E-W
 CC0112'FENCE, AND PROJECTS 8 INCHES.
 CC0112'
 CC0112'AZIMUTH MARK IS N OF THE STATION IN THE E RIGHT-OF-WAY FENCE OF
 CC0112'THE HIGHWAY, 30 FEET E OF THE CENTER LINE OF THE HIGHWAY AND
 CC0112'PROJECTS 6 INCHES.
 CC0112'
 CC0112'TO REACH THE STATION FROM THE COURTHOUSE IN MIDLAND, DRIVE
 CC0112'SOUTHERLY ON THE MIDLAND-RANKIN HIGHWAY FOR 11.0 MILES TO
 CC0112'A FENCE T-INTERSECTION ON THE W SIDE OF THE ROAD ABOUT 75
 CC0112'YARDS S OF ANOTHER ONE ON THE E SIDE OF THE ROAD.  LEAVE THE
 CC0112'HIGHWAY AND PASS THROUGH A BLIND GATE ON THE W SIDE OF THE
 CC0112'ROAD ABOUT 45 YARDS N OF THE FENCE INTERSECTION, THENCE THROUGH
 CC0112'A WIRE GATE IN THE E-W FENCE TO STATION.
 CC0112'
 CC0112'A 60-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CC0112
 CC0112                          STATION RECOVERY (1938)
 CC0112
 CC0112'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0112'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CC0112'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CC0112
 CC0112                          STATION RECOVERY (1939)
 CC0112
 CC0112'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CC0112'MARK IN GOOD CONDITION, DESCRIPTION ADEQUATE.
 CC0112
 CC0112                          STATION RECOVERY (1948)
 CC0112
 CC0112'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 CC0112'RECOVERED BY LAUGHLIN-SIMMONS CO.
 CC0112'
 CC0112'STATION IS IN GOOD CONDITION.  WE HAVE ESTABLISHED AN ELEVATION
 CC0112'ON THIS MARK WHICH WE BELIEVE TO BE WITHIN ONE FOOT OF SEA
 CC0112'LEVEL DATUM.
 CC0112
 CC0112                          STATION RECOVERY (1967)
 CC0112
 CC0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 CC0112'THE STATION MARK, STAMPED BRYANT 1935, IS ABOUT 0.15 MILE
 CC0112'SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CC0112'AT MIDLAND, THENCE 10.6 MILES SOUTH ALONG STATE HIGHWAY 349, AT
 CC0112'A CROSSING OF THE HIGHWAY AND A DOUBLE SET OF POWER LINES,
 CC0112'64-1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET
 CC0112'SOUTHEAST OF THE MORE SOUTHERLY OF 2 POWER POLES, 43 FEET
 CC0112'SOUTH OF A FENCE CORNER POST, 4-1/2 FEET WEST OF A HIGHWAY
 CC0112'RIGHT-OF-WAY MARKER POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CC0112'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
 CC0112'
 CC0112'R.M. 1, STAMPED BRYANT NO 1 1935, IS 140.8 FEET SOUTH OF THE
 CC0112'STATION MARK, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CC0112'55-1/2 FEET SOUTHEAST OF A POWER POLE, 1/2 FOOT WEST OF A FENCE,
 CC0112'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 CC0112'OF A CONCRETE POST WHICH PROJECTS 10 INCHES.
 CC0112'
 CC0112'R.M. 2, STAMPED BRYANT NO 2 1935, IS 102.6 FEET WEST OF THE
 CC0112'STATION MARK, 167 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CC0112'78 FEET SOUTHWEST OF THE MORE SOUTHWESTERLY OF 2 POWER POLES,
 CC0112'36-1/2 FEET SOUTH OF A FENCE, ABOUT 1 FOOT ABOVE THE LEVEL
 CC0112'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CC0112'PROJECTS 12 INCHES.
 CC0112
 CC0112                          STATION RECOVERY (1967)
 CC0112
 CC0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CC0112'10.75 MI S FROM MIDLAND.
 CC0112'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0112'THE STATION AT MIDLAND, THENCE 10.6 MILES SOUTH ALONG STATE HIGHWAY
 CC0112'349, AT A CROSSING OF THE HIGHWAY AND A DOUBLE SET OF POWER LINES, 64
 CC0112'1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET SOUTHEAST OF
 CC0112'THE MORE SOUTHERLY OF 2 POWER POLES, 43 FEET SOUTH OF A FENCE CORNER
 CC0112'POST, 102.6 FEET EAST OF REFERENCE MARK BRYANT R.M. 2, 140.8 FEET
 CC0112'NORTH OF REFERENCE MARK BRYANT R.M. 1, 4 1/2 FEET WEST OF A HIGHWAY
 CC0112'RIGHT-OF-WAY MARKER POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 CC0112'TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
 CC0112
 CC0112                          STATION RECOVERY (1970)
 CC0112
 CC0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0112'THE STATION MARK WAS FOUND WITH PART OF THE MONUMENT CRACKED
 CC0112'OFF, REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 CC0112'CONDITION - THE MEASUREMENTS AND ANGLES CHECKED.  THE AZIMUTH
 CC0112'MARK WAS NOT FOUND AND IS BELIEVED DESTROYED AS IT WOULD BE IN
 CC0112'THE DITCH LINE OF THE HIGHWAY.  THE STATION MARK WAS REINFORCED
 CC0112'AND A NEW AZIMUTH MARK WAS SET.
 CC0112'
 CC0112'A NEW DESCRIPTION FOLLOWS--
 CC0112'
 CC0112'THE STATION IS LOCATED 11 MILES SOUTH OF MIDLAND IN PASTURE
 CC0112'LAND ON THE WEST SIDE OF STATE HIGHWAY 349, NEAR AN EAST-WEST
 CC0112'POWER TRANSMISSION LINE USEING TWIN WOOD POLES FOR SUPPORT.
 CC0112'
 CC0112'THE STATION MARK IS A STANDARD DISK STAMPED BRYANT 1935, SET
 CC0112'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  IT IS
 CC0112'89 FEET SOUTHEAST OF THE SOUTH ONE OF TWINN POWER POLES, 64
 CC0112'FEET WEST OF THE CENTER OF HIGHWAY 349, 43 FEET SOUTH OF
 CC0112'FENCE CORNER, ACROSS HIGHWAY FROM TELEPHONE POLE NO. 390, AND
 CC0112'4.5 FEET WEST OF R.O.W. FENCE AND METAL WITNESS POST.
 CC0112'
 CC0112'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BRYANT NO
 CC0112'1 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 CC0112'IT IS IN THE WEST R.O.W. FENCE LINE, 184 FEET SOUTH OF FENCE
 CC0112'CORNER, 60 FEET WEST OF CENTER OF HIGHWAY, AND 56 FEET SOUTHEAST
 CC0112'OF A SINGLE POWER POLE.
 CC0112'
 CC0112'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BRYANT NO 2
 CC0112'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 CC0112'IT IS 113 FEET SOUTHWEST OF FENCE CORNER, 75 FEET SOUTHWEST
 CC0112'OF THE SOUTH ONE OF TWIN POWER POLES, AND 36 FEET SOUTH OF
 CC0112'AN EAST-WEST FENCE LINE.
 CC0112'
 CC0112'DISTANCE R.M. 1 TO R.M. 2 IS 181.40 FEET OR (55.291 METERS).
 CC0112'
 CC0112'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRYANT 1935 1970, SET
 CC0112'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS
 CC0112'59 FEET EAST OF THE CENTER OF HIGHWAY 349, 2 FEET SOUTHEAST
 CC0112'OF TELEPHONE POLE NO. 380, 1.6 FEET NORTH OF A METAL WITNESS
 CC0112'POST, 0.8 FEET WEST OF FENCE LINE, AT STATE HIGHWAY STATION
 CC0112'NO. 560+4.
 CC0112'
 CC0112'TO REACH THE STATION FROM THE MIDLAND COUNTY COURTHOUSE IN
 CC0112'MIDLAND, GO WEST ON WALL STREET FOR 0.15 MILE TO THE INTERSECTION
 CC0112'WITH STATE HIGHWAY 349 (BIG SPRING STREET), TURN LEFT, SOUTH,
 CC0112'AND FOLLOW HIGHWAY 349 FOR 1.75 MILES, PASSING UNDER INTERSTATE
 CC0112'HIGHWAY 20, CONTINUE SOUTH FOR 9 MILES TO THE AZIMUTH MARK
 CC0112'ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO THE STATION
 CC0112'ON THE RIGHT AS DESCRIBED.
 CC0112'
 CC0112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11
 CC0112'MILES SOUTH OF MIDLAND
 CC0112
 CC0112                          STATION RECOVERY (1982)
 CC0112
 CC0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CC0112'THE STATION AND ALL THE OTHER MARKS WERE FOUND IN GOOD CONDITION AS
 CC0112'DESCRIBED IN 1970.  THE STATION IS NOW IN A FIELD OF OIL WELLS AND
 CC0112'PIPES.  THE LAND OWNER COULD NOT BE IDENTIFIED AT THIS TIME.  A NEW
 CC0112'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED 17.6 KM (10.95 MI) SOUTH
 CC0112'OF MIDLAND ALONG THE WEST SIDE OF STATE HIGHWAY 349 IN AN OIL FIELD.
 CC0112'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CC0112'STATE HIGHWAY 349 IN SOUTH MIDLAND, GO SOUTH ON STATE HIGHWAY 349 FOR
 CC0112'14.4 KM (8.95 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON
 CC0112'STATE HIGHWAY 349 FOR 0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT.
 CC0112'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF SQUARE CONCRETE
 CC0112'MONUMENTS FLUSH WITH THE GROUND.  STATION, STAMPED---BRYANT 1935---,
 CC0112'IS 18.90 METERS (62.01 FT) WEST OF THE CENTER OF THE HIGHWAY, 0.67
 CC0112'METER (2.20 FT) WEST OF A WITNESS POST AND 0.61 METER (2.00 FT) WEST
 CC0112'OF A FENCE.  REFERENCE MARK 1, STAMPED---BRYANT NO 1 1935---, IS 61.87
 CC0112'METERS (202.99 FT) WEST OF THE CENTER OF THE HIGHWAY AND 18.29 METERS
 CC0112'(60.01 FT) WEST OF THE FENCE.  REFERENCE MARK 2, STAMPED---BRYANT NO 2
 CC0112'1935---, IS 18.29 METERS (60.01 FT) WEST OF THE CENTER OF THE HIGHWAY,
 CC0112'31.39 METERS (102.99 FT) SOUTH OF THE WITNESS POST AND 0.30 METER
 CC0112'(0.98 FT) WEST OF THE FENCE.  AZIMUTH MARK, STAMPED---BRYANT 1935
 CC0112'1970---, IS 18.00 METERS (59.05 FT) EAST OF THE CENTER OF THE HIGHWAY,
 CC0112'0.23 METER (0.75 FT) WEST OF A FENCE AND 0.50 METER (1.64 FT)
 CC0112'NORTHWEST OF A WITNESS POST.
 CC0112
 CC0112                          STATION RECOVERY (2000)
 CC0112
 CC0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RC)
 CC0112'IT WAS REPORTED THAT THE MARK IS NOW IN A ROUGHLY CIRCULAR CONCRETE
 CC0112'MASS AND 0.27 METERS BELOW GROUND.  THE HEIGHTS BETWEEN BRYANT, RM 1,
 CC0112'AND RM 2 DO NOT MATCH THE PUBLISHED DATA (MEASURED D.E. RM 1-RM 2=
 CC0112'0.056 M, D.E. RM 1-BRYANT=-0.458 M, D.E. RM 2-BRYANT=-0.514 M).
 CC0112'
 CC0112'THE PUBLISHED ELEVATION IS QUESTIONABLE AT THIS POINT AND SHOULD BE
 CC0112'USED WITH CAUTION.
 CC0112
 CC0112                          STATION RECOVERY (2000)
 CC0112
 CC0112'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (JCW)
 CC0112'THIRD-ORDER LEVELS FROM BOTH BRYANT RM 1 AND BRYANT RM 2 INDICATE THE
 CC0112'CURRENT ORTHOMETRIC HEIGHT FOR BRYANT SHOULD BE 857.302 METERS.
 CC0112
 CC0112                          STATION RECOVERY (2002)
 CC0112
 CC0112'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (FJO)
 CC0112'JCLS ALSO CONFIRMED THAT THE PUBLISHED ELEVATION IS QUESTIONABLE.
 CC0112'THIRD ORDER LEVEL RUNS FROM RM 1 AND RM 2 SHOW AN ELEVATION OF
 CC0112'857.303M.
 CC0112
 CC0112                          STATION RECOVERY (2003)
 CC0112
 CC0112'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CC0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0114 ***********************************************************************
 CC0114  DESIGNATION -  BRYANT RM 1
 CC0114  PID         -  CC0114
 CC0114  STATE/COUNTY-  TX/MIDLAND
 CC0114  USGS QUAD   -  BRYANT RANCH (1974)
 CC0114
 CC0114                         *CURRENT SURVEY CONTROL
 CC0114  ___________________________________________________________________
 CC0114* NAD 83(1986)-  31 50 38.     (N)    102 02 01.     (W)     SCALED    
 CC0114* NAVD 88     -       857.825  (meters)    2814.38   (feet)  ADJUSTED  
 CC0114  ___________________________________________________________________
 CC0114  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CC0114  DYNAMIC HT  -         856.617 (meters)    2810.42  (feet)  COMP
 CC0114  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 CC0114
 CC0114  VERT ORDER  -  SECOND    CLASS 0
 CC0114
 CC0114.The horizontal coordinates were scaled from a topographic map and have
 CC0114.an estimated accuracy of +/- 6 seconds.
 CC0114
 CC0114.The orthometric height was determined by differential leveling
 CC0114.and adjusted by the National Geodetic Survey in June 1991..
 CC0114
 CC0114.The geoid height was determined by GEOID03.
 CC0114
 CC0114.The dynamic height is computed by dividing the NAVD 88
 CC0114.geopotential number by the normal gravity value computed on the
 CC0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0114.degrees latitude (g = 980.6199 gals.).
 CC0114
 CC0114.The modeled gravity was interpolated from observed gravity values.
 CC0114
 CC0114;                    North         East    Units  Estimated Accuracy
 CC0114;SPC TX C     - 3,242,600.      539,070.      MT  (+/- 180 meters Scaled)
 CC0114
 CC0114                          SUPERSEDED SURVEY CONTROL
 CC0114
 CC0114  NGVD 29 (??/??/92)  857.468  (m)         2813.21   (f) ADJ UNCH    2 0
 CC0114
 CC0114.Superseded values are not recommended for survey control.
 CC0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0114.See file dsdata.txt to determine how the superseded data were derived.
 CC0114
 CC0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR807269(NAD 83)
 CC0114_MARKER: DR = REFERENCE MARK DISK
 CC0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0114_STAMPING: BRYANT NO 1 1935
 CC0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0114+STABILITY: SURFACE MOTION
 CC0114
 CC0114  HISTORY     - Date     Condition        Report By
 CC0114  HISTORY     - 1935     MONUMENTED       CGS
 CC0114  HISTORY     - 1967     GOOD             NGS
 CC0114
 CC0114                          STATION DESCRIPTION
 CC0114
 CC0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0114'10.75 MI S FROM MIDLAND.
 CC0114'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0114'THE STATION AT MIDLAND, THENCE 10.6 MILES SOUTH ALONG STATE HIGHWAY
 CC0114'349, AT A CROSSING OF THE HIGHWAY AND A DOUBLE SET OF POWER LINES, 60
 CC0114'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 140.8 FEET SOUTH OF
 CC0114'TRIANGULATION STATION BRYANT 1935, 55 1/2 FEET SOUTHEAST OF A POWER
 CC0114'POLE, 1/2 FOOT WEST OF A FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CC0114'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 10
 CC0114'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0113 ***********************************************************************
 CC0113  DESIGNATION -  BRYANT RM 2
 CC0113  PID         -  CC0113
 CC0113  STATE/COUNTY-  TX/MIDLAND
 CC0113  USGS QUAD   -  BRYANT RANCH (1974)
 CC0113
 CC0113                         *CURRENT SURVEY CONTROL
 CC0113  ___________________________________________________________________
 CC0113* NAD 83(1986)-  31 50 38.     (N)    102 02 01.     (W)     SCALED    
 CC0113* NAVD 88     -       857.890  (meters)    2814.59   (feet)  ADJUSTED  
 CC0113  ___________________________________________________________________
 CC0113  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CC0113  DYNAMIC HT  -         856.682 (meters)    2810.63  (feet)  COMP
 CC0113  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 CC0113
 CC0113  VERT ORDER  -  SECOND    CLASS 0
 CC0113
 CC0113.The horizontal coordinates were scaled from a topographic map and have
 CC0113.an estimated accuracy of +/- 6 seconds.
 CC0113
 CC0113.The orthometric height was determined by differential leveling
 CC0113.and adjusted by the National Geodetic Survey in June 1991..
 CC0113
 CC0113.The geoid height was determined by GEOID03.
 CC0113
 CC0113.The dynamic height is computed by dividing the NAVD 88
 CC0113.geopotential number by the normal gravity value computed on the
 CC0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0113.degrees latitude (g = 980.6199 gals.).
 CC0113
 CC0113.The modeled gravity was interpolated from observed gravity values.
 CC0113
 CC0113;                    North         East    Units  Estimated Accuracy
 CC0113;SPC TX C     - 3,242,600.      539,070.      MT  (+/- 180 meters Scaled)
 CC0113
 CC0113                          SUPERSEDED SURVEY CONTROL
 CC0113
 CC0113  NGVD 29 (??/??/92)  857.534  (m)         2813.43   (f) ADJ UNCH    2 0
 CC0113
 CC0113.Superseded values are not recommended for survey control.
 CC0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0113.See file dsdata.txt to determine how the superseded data were derived.
 CC0113
 CC0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR807269(NAD 83)
 CC0113_MARKER: DB = BENCH MARK DISK
 CC0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0113_STAMPING: BRYANT NO 2 1935
 CC0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0113+STABILITY: SURFACE MOTION
 CC0113
 CC0113  HISTORY     - Date     Condition        Report By
 CC0113  HISTORY     - 1935     MONUMENTED       CGS
 CC0113  HISTORY     - 1967     GOOD             NGS
 CC0113  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CC0113
 CC0113                          STATION DESCRIPTION
 CC0113
 CC0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CC0113'10.75 MI S FROM MIDLAND.
 CC0113'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0113'THE STATION AT MIDLAND, THENCE 10.6 MILES SOUTH ALONG STATE HIGHWAY
 CC0113'349, AT A CROSSING OF THE HIGHWAY AND A DOUBLE SET OF POWER LINES, 167
 CC0113'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 78 FEET SOUTHWEST OF THE
 CC0113'MORE SOUTHWESTERLY OF 2 POWER POLES, 36 1/2 FEET SOUTH OF A FENCE,
 CC0113'102.6 FEET WEST OF TRIANGULATION STATION BRYANT 1935, ABOUT 1 FOOT
 CC0113'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CC0113'WHICH PROJECTS 12 INCHES.
 CC0113
 CC0113                          STATION RECOVERY (2001)
 CC0113
 CC0113'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2192 ***********************************************************************
 AN2192  DESIGNATION -  BRYDE
 AN2192  PID         -  AN2192
 AN2192  STATE/COUNTY-  TX/KARNES
 AN2192  USGS QUAD   -  MONTEOLA (1987)
 AN2192
 AN2192                         *CURRENT SURVEY CONTROL
 AN2192  ___________________________________________________________________
 AN2192* NAD 83(1993)-  28 44 55.83207(N)    097 53 20.73101(W)     ADJUSTED  
 AN2192* NAVD 88     -       159.5    (meters)     523.     (feet)  VERTCON   
 AN2192  ___________________________________________________________________
 AN2192  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AN2192  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AN2192
 AN2192  HORZ ORDER  -  FIRST
 AN2192
 AN2192.The horizontal coordinates were established by classical geodetic methods
 AN2192.and adjusted by the National Geodetic Survey in February 1996..
 AN2192
 AN2192.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2192
 AN2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2192
 AN2192.The geoid height was determined by GEOID03.
 AN2192
 AN2192;                    North         East     Units Scale Factor Converg.
 AN2192;SPC TXSC     - 4,101,979.696   708,495.461   MT  0.99991517   +0 32 39.3
 AN2192;SPC TXSC     -13,457,911.72  2,324,455.52   sFT  0.99991517   +0 32 39.3
 AN2192;UTM  14      - 3,180,665.804   608,466.573   MT  0.99974519   +0 32 03.7
 AN2192
 AN2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2192!SPC TXSC     -   0.99997912  x   0.99991517  =   0.99989429
 AN2192!UTM  14      -   0.99997912  x   0.99974519  =   0.99972432
 AN2192
 AN2192|---------------------------------------------------------------------|
 AN2192| PID    Reference Object                     Distance      Geod. Az  |
 AN2192|                                                           dddmmss.s |
 AN2192| CV4375 BRYDE RM                             36.235 METERS 09513     |
 AN2192| AN2201 KARNES                              APPROX.14.5 KM 3503413.0 |
 AN2192|---------------------------------------------------------------------|
 AN2192
 AN2192                          SUPERSEDED SURVEY CONTROL
 AN2192
 AN2192  NAD 83(1986)-  28 44 55.83585(N)    097 53 20.71310(W) AD(       ) 1
 AN2192  NAD 27      -  28 44 54.89800(N)    097 53 19.70700(W) AD(       ) 1
 AN2192  NGVD 29 (07/19/86)  159.4    (m)          523.     (f) VERT ANG       
 AN2192
 AN2192.Superseded values are not recommended for survey control.
 AN2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2192.See file dsdata.txt to determine how the superseded data were derived.
 AN2192
 AN2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS0846780666(NAD 83)
 AN2192_MARKER: Z = SEE DESCRIPTION
 AN2192_SETTING: 0 = UNSPECIFIED SETTING
 AN2192
 AN2192  HISTORY     - Date     Condition        Report By
 AN2192  HISTORY     - 1904     MONUMENTED       CGS
 AN2192  HISTORY     - 1935     SEE DESCRIPTION  CGS
 AN2192  HISTORY     - 1937     SEE DESCRIPTION  TXHD
 AN2192  HISTORY     - 1938     SEE DESCRIPTION  TSI
 AN2192  HISTORY     - 1941     SEE DESCRIPTION  LOCSUR
 AN2192  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AN2192
 AN2192                          STATION DESCRIPTION
 AN2192
 AN2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AN2192'THIS STATION WAS FOUND DESTROYED.  THE STATION MARK HAS BEEN
 AN2192'DUG UP, AND IS NOW IN THE YARD OF L.W. SCOTT.  THE REFERENCE
 AN2192'MARK WAS NOT RECOVERED NOR WAS THE ORIGINAL LOCATION OF THE
 AN2192'STATION.
 AN2192'
 AN2192'TO REACH THE SCOTT HOUSE FROM GREEN, TAKE THE ROAD TO MONTEOLA
 AN2192'WHICH TURNS OFF STATE HIGHWAY 16 ABOUT 0.4 MILE NW OF GREEN, A
 AN2192'DISTANCE OF 0.8 MILE TO FIRST RIGHT-HAND LANE.  TAKE THIS LANE
 AN2192'AND FOLLOW FOR 0.7 MILE TO ANOTHER RIGHT-HAND LANE.  TAKE THIS
 AN2192'RIGHT-HAND LANE DISTANCE 0.3 MILE TO THE SCOTT HOUSE, AN
 AN2192'UNPAINTED HOUSE ON THE LEFT OF THE ROAD.  THE HOUSE DESCRIBED
 AN2192'AS OCCUPIED BY MC BRYDE IS NOW OCCUPIED BY J.C. JONES.
 AN2192
 AN2192                          STATION RECOVERY (1937)
 AN2192
 AN2192'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN2192'UNABLE TO RECOVER EITHER STATION OR REFERENCE MARKS.  WHAT
 AN2192'APPARENTLY IS THE ORIGINAL MARK WAS FOUND NEAR MR. SCOTTS
 AN2192'WINDMILL, LYING LOOSE ON THE SURFACE.
 AN2192'
 AN2192'TO REACH MR. SCOTTS HOUSE FROM THE RAILWAY STATION IN KENEDY, GO
 AN2192'SW ALONG THE MAIN STREET AND TAKE THE MAIN TRAVELED ROAD SW WHERE
 AN2192'STATE HIGHWAY 16 TURNS TO THE NW, A TOTAL OF 3.9 MILES TO A S
 AN2192'ROAD, GO S 1.55 MILES PASSING A ROAD TO THE RIGHT, GO SE 0.6 MILE
 AN2192'TO A T-ROAD TO THE SW.  GO SW 0.45 MILE TO MR. SCOTTS HOUSE ON
 AN2192'THE RIGHT (NW) AND FORMER LOCATION OF STATION ACCORDING TO
 AN2192'RESIDENTS.
 AN2192
 AN2192                          STATION RECOVERY (1938)
 AN2192
 AN2192'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938 (ET)
 AN2192'SURFACE MARK AS OF YOUR FIELD NOTES.  WAS UNABLE TO RECOVER
 AN2192'UNDERGROUND MARK.
 AN2192'
 AN2192'MR. L.W. SCOTT STATES--A PARTY RECENTLY SPENT ABOUT 4 DAYS TRYING
 AN2192'TO LOCATE UNDERGROUND MARK WITHOUT ANY SUCCESS.
 AN2192
 AN2192                          STATION RECOVERY (1941)
 AN2192
 AN2192'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941 (GLJ)
 AN2192'RECOVERED BY H.O. AND R. CO.
 AN2192'
 AN2192'STATION COMPLETELY DESTROYED.  I FOUND ONLY THE OLD MONUMENT,
 AN2192'DUG UP.
 AN2192
 AN2192                          STATION RECOVERY (1952)
 AN2192
 AN2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2192'STATION RECOVERED AND ALL SURFACE MARKS WERE FOUND TO BE
 AN2192'DESTROYED.  THE UNDERGROUND MARK, A NAIL IRON PIPE SET IN
 AN2192'CONCRETE, WAS THE ONLY MARK REMAINING OF THE STATION.  IT WAS
 AN2192'LOCATED BY TRAVERSE FROM BRYDE 2 AND IS 56.462 METERS (185.24
 AN2192'FEET) SOUTHWEST OF BRYDE 2.  IT IS ABOUT 3 FEET UNDER THE SURFACE
 AN2192'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2193 ***********************************************************************
 AN2193  DESIGNATION -  BRYDE 2
 AN2193  PID         -  AN2193
 AN2193  STATE/COUNTY-  TX/KARNES
 AN2193  USGS QUAD   -  MONTEOLA (1987)
 AN2193
 AN2193                         *CURRENT SURVEY CONTROL
 AN2193  ___________________________________________________________________
 AN2193* NAD 83(1993)-  28 44 57.19557(N)    097 53 19.33945(W)     ADJUSTED  
 AN2193* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 AN2193  ___________________________________________________________________
 AN2193  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AN2193  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AN2193
 AN2193  HORZ ORDER  -  FIRST
 AN2193
 AN2193.The horizontal coordinates were established by classical geodetic methods
 AN2193.and adjusted by the National Geodetic Survey in February 1996..
 AN2193
 AN2193.The orthometric height was scaled from a topographic map.
 AN2193
 AN2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2193
 AN2193.The geoid height was determined by GEOID03.
 AN2193
 AN2193;                    North         East     Units Scale Factor Converg.
 AN2193;SPC TXSC     - 4,102,022.027   708,532.813   MT  0.99991511   +0 32 40.0
 AN2193;SPC TXSC     -13,458,050.60  2,324,578.07   sFT  0.99991511   +0 32 40.0
 AN2193;UTM  14      - 3,180,708.121   608,503.926   MT  0.99974529   +0 32 04.4
 AN2193
 AN2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2193!SPC TXSC     -   0.99997950  x   0.99991511  =   0.99989461
 AN2193!UTM  14      -   0.99997950  x   0.99974529  =   0.99972479
 AN2193
 AN2193:                Primary Azimuth Mark                     Grid Az
 AN2193:SPC TXSC     -  KENEDY WEST MUNICIPAL TANK               030 17 57.8
 AN2193:UTM  14      -  KENEDY WEST MUNICIPAL TANK               030 18 33.4
 AN2193
 AN2193|---------------------------------------------------------------------|
 AN2193| PID    Reference Object                     Distance      Geod. Az  |
 AN2193|                                                           dddmmss.s |
 AN2193| AN2196 KENEDY WEST MUNICIPAL TANK          APPROX. 7.8 KM 0305037.8 |
 AN2193| AN2195 KENEDY EAST MUNICIPAL TANK          APPROX. 7.8 KM 0305544.2 |
 AN2193| AN2197 KENEDY DANIELS MIDLAND CO ELEV      APPROX. 7.0 KM 0310628.8 |
 AN2193| CV4376 BRYDE 2 AZ MK                                      2222811.7 |
 AN2193| CV4377 BRYDE 2 RM 1                         21.900 METERS 23249     |
 AN2193| CV4378 BRYDE 2 RM 2                         21.136 METERS 32031     |
 AN2193|---------------------------------------------------------------------|
 AN2193
 AN2193                          SUPERSEDED SURVEY CONTROL
 AN2193
 AN2193  NAD 83(1986)-  28 44 57.19935(N)    097 53 19.32154(W) AD(       ) 1
 AN2193  NAD 27      -  28 44 56.26200(N)    097 53 18.31500(W) AD(       ) 1
 AN2193
 AN2193.Superseded values are not recommended for survey control.
 AN2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2193.See file dsdata.txt to determine how the superseded data were derived.
 AN2193
 AN2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS0850480708(NAD 83)
 AN2193_MARKER: DS = TRIANGULATION STATION DISK
 AN2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2193
 AN2193  HISTORY     - Date     Condition        Report By
 AN2193  HISTORY     - 1952     MONUMENTED       CGS
 AN2193  HISTORY     - 1963     GOOD             CGS
 AN2193
 AN2193                          STATION DESCRIPTION
 AN2193
 AN2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2193'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF PETTUS, 6
 AN2193'MILES SOUTHWEST OF KENEDY, 103 FEET NORTH OF THE NORTHWEST
 AN2193'CORNER OF A HOUSE, 14 FEET NORTHWEST OF A WINDMILL, 11 FEET EAST
 AN2193'OF A WITNESS POST, AND IN THE YARD OF MR. SCOTT.
 AN2193'
 AN2193'TO REACH THE STATION FROM THE SIGNAL LIGHT IN PETTUS.  GO
 AN2193'NORTHWEST ON U.S. HIGHWAY 181 FOR 9.5 MILES TO THE SMALL VILLAGE
 AN2193'OF GREEN, CONTINUE NORTHWEST FOR 0.5 MILE TO A SIGN BAINVILLE
 AN2193'ON THE LEFT.  TURN LEFT AND GO ACROSS THE RAILROAD TRACKS FOR
 AN2193'0.05 MILE TO A ROAD FORK, TAKE THE RIGHT FORK AND FOLLOW A DIRT
 AN2193'ROAD FOR 0.9 MILE TO A T-ROAD RIGHT.  TAKE THE LEFT FORK AND
 AN2193'CONTINUE ON DIRT ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 AN2193'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 AN2193'THE DIRT ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT
 AN2193'AS DESCRIBED.
 AN2193'
 AN2193'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 AN2193'CONCRETE POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 AN2193'IS STAMPED BRYDE 2 1952.
 AN2193'
 AN2193'REFERENCE MARK NO. 1 IS 64 FEET WEST OF THE WEST SIDE OF A HOUSE
 AN2193'AND 57 FEET SOUTHWEST OF A WINDMILL.  THE MARK IS A STANDARD
 AN2193'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER.  THE MARK
 AN2193'PROJECTS 7 INCHES, AND THE DISK IS STAMPED BRYDE 2 NO 1 1952.
 AN2193'
 AN2193'REFERENCE MARK NO. 2 IS 75 FEET NORTH-NORTHWEST OF A WINDMILL AND
 AN2193'2 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK IS A STANDARD
 AN2193'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER.  THE MARK
 AN2193'PROJECTS 8 INCHES, AND THE DISK IS STAMPED BRYDE 2 NO 2 1952.
 AN2193'
 AN2193'BRYDE 1904 IS A NAIL SET IN A MASS OF CEMENT 3 FEET BELOW THE
 AN2193'SURFACE.  IT IS IN A CULTIVATED FIELD ABOUT 70 FEET NORTHEAST
 AN2193'OF THE HOUSE.  IT WAS CONNECTED BY TRAVERSE TO BRYDE 2.
 AN2193'
 AN2193'THE AZIMUTH MARK IS 29 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 AN2193'A DIRT ROAD, 2 FEET NORTHWEST OF A WITNESS POST, 2 FEET
 AN2193'NORTHEAST OF A POWER LINE GUY POLE, 1 FOOT NORTHWEST OF A
 AN2193'FENCE LINE.  THE MARK IS A STANDARD BRONZE DISK SET IN THE TOP
 AN2193'OF A CONCRETE CYLINDER.  THE MARK PROJECTS 7 INCHES, AND THE
 AN2193'DISK IS STAMPED BRYDE 2 1952.
 AN2193'
 AN2193'HEIGHT OF LIGHT ABOVE STATION MARK 23. METERS.
 AN2193
 AN2193                          STATION RECOVERY (1963)
 AN2193
 AN2193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2193'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN GOOD
 AN2193'CONDITION AS DESCRIBED.
 AN2193'
 AN2193'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF PETTUS, 6
 AN2193'MILES SOUTHWEST OF KENEDY, 103 FEET NORTH OF THE NORTHWEST
 AN2193'CORNER OF A HOUSE, 14 FEET NORTHEAST OF A WINDMILL, 11 FEET EAST
 AN2193'OF A WITNESS POST, AND IN THE YARD OF MR. SCOTT.
 AN2193'
 AN2193'NO. 2 IS 75 FEET NORTH-NORTHWEST OF A WINDMILL AND 2 FEET
 AN2193'SOUTHWEST OF A SOUTHEAST-NORTHWEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0989 ***********************************************************************
 DO0989  DESIGNATION -  BRYSON
 DO0989  PID         -  DO0989
 DO0989  STATE/COUNTY-  TX/JACK
 DO0989  USGS QUAD   -  ROSS MOUNTAIN (1981)
 DO0989
 DO0989                         *CURRENT SURVEY CONTROL
 DO0989  ___________________________________________________________________
 DO0989* NAD 83(1993)-  33 06 30.52445(N)    098 27 01.93797(W)     ADJUSTED  
 DO0989* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 DO0989  ___________________________________________________________________
 DO0989  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 DO0989  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DO0989
 DO0989  HORZ ORDER  -  THIRD
 DO0989
 DO0989.The horizontal coordinates were established by classical geodetic methods
 DO0989.and adjusted by the National Geodetic Survey in February 1996..
 DO0989
 DO0989.The orthometric height was scaled from a topographic map.
 DO0989
 DO0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0989
 DO0989.The geoid height was determined by GEOID03.
 DO0989
 DO0989;                    North         East     Units Scale Factor Converg.
 DO0989;SPC TXNC     - 2,159,883.367   604,616.102   MT  0.99987311   +0 01 37.1
 DO0989;SPC TXNC     - 7,086,217.35  1,983,644.66   sFT  0.99987311   +0 01 37.1
 DO0989;UTM  14      - 3,663,447.317   551,265.835   MT  0.99963240   +0 18 00.5
 DO0989
 DO0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0989!SPC TXNC     -   0.99993841  x   0.99987311  =   0.99981153
 DO0989!UTM  14      -   0.99993841  x   0.99963240  =   0.99957084
 DO0989
 DO0989                          SUPERSEDED SURVEY CONTROL
 DO0989
 DO0989  NAD 83(1993)-  33 06 30.52584(N)    098 27 01.93666(W) AD(       ) 3
 DO0989  NAD 83(1986)-  33 06 30.52695(N)    098 27 01.92415(W) AD(       ) 3
 DO0989
 DO0989.Superseded values are not recommended for survey control.
 DO0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0989.See file dsdata.txt to determine how the superseded data were derived.
 DO0989
 DO0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5126663447(NAD 83)
 DO0989_MARKER: DD = SURVEY DISK
 DO0989_SETTING: 66 = SET IN ROCK OUTCROP
 DO0989_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DO0989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0989+STABILITY: POSITION/ELEVATION WELL
 DO0989
 DO0989  HISTORY     - Date     Condition        Report By
 DO0989  HISTORY     - 1963     MONUMENTED       USGS
 DO0989
 DO0989                          STATION DESCRIPTION
 DO0989
 DO0989'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO0989'LOCATED ABOUT 8 MI. E. OF GRAHAM AND 5 MI. SW. OF BRYSON NEAR THE E.
 DO0989'EDGE OF A BIG FLAT RIDGE.  STATION IS ABOUT 0.5 MI. NE. OF A RADIO
 DO0989'TOWER AND 15 FT. SW. OF A LARGE DEAD TREE.
 DO0989'
 DO0989'TO REACH FROM THE NE. CORNER OF THE SQUARE IN GRAHAM, GO E. ON STATE
 DO0989'HIGHWAY 24 6.0 MI., TURN RIGHT (S.) ON DIRT RD. AND GO S. AND E. 4.0
 DO0989'MI. TO AN ALUMINUM GATE AT CORRAL, 0.1 MI. N. OF A POWER LINE ON TOP,
 DO0989'GO THROUGH GATE AND 0.1 MI. E. TAKE RIGHT FORK AT Y-RD., GO 0.2 MI.
 DO0989'TO THE END OF THE RD.  STATION IS 0.1 MI. NE.
 DO0989'
 DO0989'STATION MARK--STANDARD TABLET STAMPED---BRYSON-ET 1963---, CEMENTED
 DO0989'IN DRILL HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3015 ***********************************************************************
 CS3015  DESIGNATION -  BRYSON 2
 CS3015  PID         -  CS3015
 CS3015  STATE/COUNTY-  TX/TARRANT
 CS3015  USGS QUAD   -  HALTOM CITY (1981)
 CS3015
 CS3015                         *CURRENT SURVEY CONTROL
 CS3015  ___________________________________________________________________
 CS3015* NAD 83(1993)-  32 46 52.96412(N)    097 22 14.04935(W)     ADJUSTED  
 CS3015* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 CS3015  ___________________________________________________________________
 CS3015  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 CS3015  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CS3015
 CS3015  HORZ ORDER  -  SECOND
 CS3015
 CS3015.The horizontal coordinates were established by classical geodetic methods
 CS3015.and adjusted by the National Geodetic Survey in February 1996..
 CS3015
 CS3015.The orthometric height was scaled from a topographic map.
 CS3015
 CS3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3015
 CS3015.The geoid height was determined by GEOID03.
 CS3015
 CS3015;                    North         East     Units Scale Factor Converg.
 CS3015;SPC TXNC     - 2,124,178.951   705,794.125   MT  0.99988368   +0 36 57.5
 CS3015;SPC TXNC     - 6,969,077.11  2,315,592.89   sFT  0.99988368   +0 36 57.5
 CS3015;UTM  14      - 3,628,226.043   652,597.493   MT  0.99988713   +0 52 56.6
 CS3015
 CS3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3015!SPC TXNC     -   0.99997235  x   0.99988368  =   0.99985603
 CS3015!UTM  14      -   0.99997235  x   0.99988713  =   0.99985948
 CS3015
 CS3015|---------------------------------------------------------------------|
 CS3015| PID    Reference Object                     Distance      Geod. Az  |
 CS3015|                                                           dddmmss.s |
 CS3015| CX9919 BRYSON RM 2                          29.462 METERS 00509     |
 CS3015| CS1593 BRYSON RM 1                                        08753     |
 CS3015| CS2978 COZBY RESET                         APPROX. 6.8 KM 2203204.2 |
 CS3015| CX9918 249                                                2855723.0 |
 CS3015| CS1598 BRYSON 2 AZ MK                                     2855736.4 |
 CS3015| CS1592 BRYSON                                9.891 METERS 33614     |
 CS3015|---------------------------------------------------------------------|
 CS3015
 CS3015                          SUPERSEDED SURVEY CONTROL
 CS3015
 CS3015  NAD 83(1993)-  32 46 52.96772(N)    097 22 14.03260(W) AD(       ) 2
 CS3015  NAD 83(1986)-  32 46 52.96780(N)    097 22 14.03241(W) AD(       ) 2
 CS3015  NAD 27      -  32 46 52.50100(N)    097 22 12.97000(W) AD(       ) 2
 CS3015
 CS3015.Superseded values are not recommended for survey control.
 CS3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3015.See file dsdata.txt to determine how the superseded data were derived.
 CS3015
 CS3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5259728226(NAD 83)
 CS3015_MARKER: DS = TRIANGULATION STATION DISK
 CS3015_SETTING: 0 = UNSPECIFIED SETTING
 CS3015
 CS3015  HISTORY     - Date     Condition        Report By
 CS3015  HISTORY     - 1947     MONUMENTED       CGS
 CS3015  HISTORY     - 1950     GOOD             CGS
 CS3015  HISTORY     - 1962     GOOD             CGS
 CS3015  HISTORY     - 1976     GOOD             NGS
 CS3015  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 CS3015
 CS3015                          STATION DESCRIPTION
 CS3015
 CS3015'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GAN)
 CS3015'THIS STATION WAS ESTABLISHED IN THE VICINITY OF BRYSON 1935
 CS3015'WHICH WAS DESTROYED.  IT IS ABOUT 3 MILES AIRLINE NW OF
 CS3015'THE BUSINESS CENTER OF FORT WORTH, ON THE S END OF A PROMINENT
 CS3015'HILL HAVING BLUFFS TO THE S AND FLATS TO THE N.  IT IS ABOUT
 CS3015'1 BLOCK DISTANT (N) OF THE JACKSBORO HIGHWAY, NO. 199, 1
 CS3015'BLOCK W OF TWENTY-FIRST STREET, AND ON THE E SIDE OF STANDIFER
 CS3015'STREET.
 CS3015'
 CS3015'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT
 CS3015'IS AT THE W SIDE OF THE ALLEY, E OF STANDIFER STREET, ABOUT
 CS3015'1 FOOT BELOW THE LEVEL OF THE NEWLY-FILLED YARD WHICH IS
 CS3015'SURROUNDED BY A 4-FOOT STONE RETAINING WALL, AND IS FLUSH WITH THE
 CS3015'LEVEL OF THE ALLEY.  IT IS 19.12 FEET NW OF THE SW CORNER
 CS3015'OF A TWO-STORY HOUSE AND IN RANGE WITH THE SW SIDE OF THE HOUSE.
 CS3015'IT IS STAMPED BRYSON 2 1947.
 CS3015'
 CS3015'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE.
 CS3015'IT IS STAMPED BRYSON NO. 1 1935.  IT IS E OF THE STATION,
 CS3015'A CAST IN PLACE MONUMENT WHICH IS NOW SURROUNDED BY THE CONCRETE
 CS3015'BACK PORCH OF THE TWO-STORY HOUSE, AND IS JUST ACROSS THE
 CS3015'ALLEY FROM THE STATION.
 CS3015'
 CS3015'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE.
 CS3015'IT IS STAMPED BRYSON NO. 2 1935.  IT IS A CAST IN PLACE MONUMENT
 CS3015'N OF THE STATION, SET FLUSH WITH THE SURFACE OF THE LAWN,
 CS3015'ABOUT 8 FEET S OF THE S SIDE OF THE WHITE HOUSE WHICH IS
 CS3015'THE FIRST HOUSE N OF THE HOUSE UNDER CONSTRUCTION, AND SURROUNDED
 CS3015'BY THE STONE WALL.
 CS3015'
 CS3015'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE.  IT IS
 CS3015'STAMPED BRYSON 1946.  IT IS ABOUT 0.6 MILE W OF THE STATION,
 CS3015'A CAST IN PLACE MONUMENT, PROJECTING ABOUT 3 INCHES, 25 YARDS
 CS3015'S OF THE CENTER LINE OF HIGHWAY 199, 3 FEET S OF TWO POLES
 CS3015'AND ABOUT MIDWAY, 25 YARDS EACH WAY, FROM A BAR B Q STAND
 CS3015'TO THE SE AND A CONOCO STATION TO THE W.
 CS3015'
 CS3015'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CS3015'
 CS3015'TO REACH FROM FORT WORTH--FROM THE INTERSECTION OF WEST
 CS3015'SEVENTH, WHICH IS HIGHWAY 80, AND NORTH HENDERSON, WHICH IS
 CS3015'HIGHWAY 199, THE JACKSBORO HIGHWAY, GO N AND NW ON HIGHWAY
 CS3015'199 2.9 MILES, THEN TURN RIGHT AND GO N UP TWENTY-FIRST STREET
 CS3015'0.3 MILE TO THE FIRST INTERSECTION.  TURN LEFT HERE ABOUT 50
 CS3015'YARDS TO STANDIFER STREET AND GO S 0.1 MILE TO THE END OF
 CS3015'THE STREET AND THE STATION ON THE LEFT, AT THE E SIDE OF THE
 CS3015'CORNER YARD.
 CS3015
 CS3015                          STATION RECOVERY (1950)
 CS3015
 CS3015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 CS3015'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS3015'REFERENCE MARK 2 1935 AND THE AZIMUTH MARK SET IN 1946 HAVE
 CS3015'BEEN DESTROYED.
 CS3015'
 CS3015'A BRICK AND TILE HOUSE HAS BEEN BUILT IN THE LOT TO THE W OF THE
 CS3015'STATION, OWNED AND OCCUPIED BY MR. O.T. COBIN.  THE STATION
 CS3015'IS AT THE E SIDE OF THE COBIN FRONT YARD, 25.7 FT. E OF THE
 CS3015'SE CORNER OF THE HOUSE, AND APPROXIMATELY MIDWAY BETWEEN
 CS3015'THE COBIN HOUSE AND A TWO-STORY STONE HOUSE TO THE E.
 CS3015'
 CS3015'NO SUITABLE PLACE IS AVAILABLE FOR AN ADDITIONAL REFERENCE
 CS3015'MARK.
 CS3015'
 CS3015'STATE SURVEY 247A WAS RECOVERED AS DESCRIBED AND CAN BE
 CS3015'USED FOR AZIMUTH.
 CS3015
 CS3015                          STATION RECOVERY (1962)
 CS3015
 CS3015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS3015'THE STATION MARK WAS RECOVERED AS DESCRIBED IN THE 1950
 CS3015'RECOVERY NOTE, AND WAS FOUND TO BE IN GOOD CONDITION.  REFERENCE
 CS3015'MARK NO. 1 AND THE STATE SURVEY 247A MARK WERE SEARCHED FOR
 CS3015'BUT NOT FOUND.
 CS3015'
 CS3015'THE ORIGINAL ROUTE TO REACH THE STATION WAS CHECKED AND FOUND
 CS3015'TO BE CORRECT.
 CS3015'
 CS3015'THE FOLLOWING ARE ADDITIONAL DISTANCES FOR RECOVERY OF THE
 CS3015'STATION MARK.  STATION MARK IS A STANDARD DISK STAMPED BRYSON
 CS3015'2 ECC 1947, SET IN A CONCRETE POST WHICH IS ABOUT 2 INCHES
 CS3015'BELOW THE SURFACE OF THE GROUND.  IT IS 19.12 FEET
 CS3015'NORTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY STONE HOUSE
 CS3015'IN PROLONGATION WITH THE SIDE OF HOUSE, 23 FEET NORTHEAST
 CS3015'OF THE SOUTHWEST CORNER OF YARD FENCE, 19 FEET SOUTHWEST OF
 CS3015'A POWER LINE POLE, AND 3.4 FEET SOUTHEAST OF THE YARD FENCE.
 CS3015
 CS3015                          STATION RECOVERY (1976)
 CS3015
 CS3015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 CS3015'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 CS3015'NOTES OF 1962.
 CS3015'
 CS3015'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NW SECTION OF
 CS3015'FT. WORTH.
 CS3015
 CS3015                          STATION RECOVERY (1997)
 CS3015
 CS3015'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1593 ***********************************************************************
 CS1593  DESIGNATION -  BRYSON RM 1
 CS1593  PID         -  CS1593
 CS1593  STATE/COUNTY-  TX/TARRANT
 CS1593  USGS QUAD   -  HALTOM CITY (1981)
 CS1593
 CS1593                         *CURRENT SURVEY CONTROL
 CS1593  ___________________________________________________________________
 CS1593* NAD 83(1986)-  32 46 52.     (N)    097 22 14.     (W)     SCALED    
 CS1593* NAVD 88     -       203.277  (meters)     666.92   (feet)  ADJUSTED  
 CS1593  ___________________________________________________________________
 CS1593  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CS1593  DYNAMIC HT  -         203.039 (meters)     666.14  (feet)  COMP
 CS1593  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CS1593
 CS1593  VERT ORDER  -  FIRST     CLASS II
 CS1593
 CS1593.The horizontal coordinates were scaled from a topographic map and have
 CS1593.an estimated accuracy of +/- 6 seconds.
 CS1593
 CS1593.The orthometric height was determined by differential leveling
 CS1593.and adjusted by the National Geodetic Survey in June 1991..
 CS1593
 CS1593.The geoid height was determined by GEOID03.
 CS1593
 CS1593.The dynamic height is computed by dividing the NAVD 88
 CS1593.geopotential number by the normal gravity value computed on the
 CS1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1593.degrees latitude (g = 980.6199 gals.).
 CS1593
 CS1593.The modeled gravity was interpolated from observed gravity values.
 CS1593
 CS1593;                    North         East    Units  Estimated Accuracy
 CS1593;SPC TXNC     - 2,124,150.      705,800.      MT  (+/- 180 meters Scaled)
 CS1593
 CS1593                          SUPERSEDED SURVEY CONTROL
 CS1593
 CS1593  NGVD 29 (??/??/92)  203.274  (m)          666.91   (f) ADJ UNCH    1 2
 CS1593
 CS1593.Superseded values are not recommended for survey control.
 CS1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1593.See file dsdata.txt to determine how the superseded data were derived.
 CS1593
 CS1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB525281(NAD 83)
 CS1593_MARKER: DR = REFERENCE MARK DISK
 CS1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1593_STAMPING: BRYSON NO 1 1935
 CS1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1593+STABILITY: SURFACE MOTION
 CS1593
 CS1593  HISTORY     - Date     Condition        Report By
 CS1593  HISTORY     - 1935     MONUMENTED       CGS
 CS1593  HISTORY     - 1947     GOOD             NGS
 CS1593  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1593  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 CS1593
 CS1593                          STATION DESCRIPTION
 CS1593
 CS1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1593'IN FORT WORTH.
 CS1593'2.7 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, NEAR THE
 CS1593'INTERSECTION OF WILSON STREET AND THE JACKSBORO HIGHWAY, ON THE SOUTH
 CS1593'EDGE OF A BARE BLUFF JUST WEST OF WILSON STREET AND JUST NORTH OF THE
 CS1593'JACKSBORO HIGHWAY, 27 FEET EAST OF TRIANGULATION STATION BRYSON, 3
 CS1593'FEET WEST OF A TWO STORY STONE HOUSE, NEAR THE STEPS LEADING TO THE
 CS1593'BACK DOOR OF THE HOUSE.  A BRONZE REFERENCE MARK DISK SET IN THE TOP
 CS1593'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 CS1593
 CS1593                          STATION RECOVERY (1984)
 CS1593
 CS1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1593'MARK NOT FOUND.
 CS1593
 CS1593                          STATION RECOVERY (1997)
 CS1593
 CS1593'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0445 ***********************************************************************
 AW0445  DESIGNATION -  BSA
 AW0445  PID         -  AW0445
 AW0445  STATE/COUNTY-  TX/GALVESTON
 AW0445  USGS QUAD   -  GALVESTON (1994)
 AW0445
 AW0445                         *CURRENT SURVEY CONTROL
 AW0445  ___________________________________________________________________
 AW0445* NAD 83(1993)-  29 19 14.63305(N)    094 48 23.93364(W)     ADJUSTED  
 AW0445* NAVD 88     -         2.765  (meters)       9.07   (feet)  ADJUSTED  
 AW0445  ___________________________________________________________________
 AW0445  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AW0445  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0445  DYNAMIC HT  -           2.761 (meters)       9.06  (feet)  COMP
 AW0445  MODELED GRAV-     979,264.3   (mgal)                       NAVD 88
 AW0445
 AW0445  HORZ ORDER  -  SECOND
 AW0445  VERT ORDER  -  FIRST     CLASS I
 AW0445
 AW0445.The horizontal coordinates were established by classical geodetic methods
 AW0445.and adjusted by the National Geodetic Survey in February 1996..
 AW0445
 AW0445.The orthometric height was determined by differential leveling
 AW0445.and adjusted by the National Geodetic Survey in June 1991..
 AW0445
 AW0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0445
 AW0445.The geoid height was determined by GEOID03.
 AW0445
 AW0445.The dynamic height is computed by dividing the NAVD 88
 AW0445.geopotential number by the normal gravity value computed on the
 AW0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0445.degrees latitude (g = 980.6199 gals.).
 AW0445
 AW0445.The modeled gravity was interpolated from observed gravity values.
 AW0445
 AW0445;                    North         East     Units Scale Factor Converg.
 AW0445;SPC TXSC     - 4,172,143.675 1,007,184.934   MT  0.99986327   +2 03 15.8
 AW0445;SPC TXSC     -13,688,108.04  3,304,405.90   sFT  0.99986327   +2 03 15.8
 AW0445;UTM  15      - 3,244,875.514   324,563.309   MT  0.99997979   -0 53 05.8
 AW0445
 AW0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0445!SPC TXSC     -   1.00000375  x   0.99986327  =   0.99986702
 AW0445!UTM  15      -   1.00000375  x   0.99997979  =   0.99998354
 AW0445
 AW0445:                Primary Azimuth Mark                     Grid Az
 AW0445:SPC TXSC     -  GALVESTON BAY LOWER RNG F LT             026 34 52.5
 AW0445:UTM  15      -  GALVESTON BAY LOWER RNG F LT             029 31 14.1
 AW0445
 AW0445|---------------------------------------------------------------------|
 AW0445| PID    Reference Object                     Distance      Geod. Az  |
 AW0445|                                                           dddmmss.s |
 AW0445| AW5894 GALVESTON BAY LOWER RNG F LT        APPROX. 3.1 KM 0283808.3 |
 AW0445| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX. 6.4 KM 0370328.3 |
 AW0445| AW0446 BSA RM 1                             54.298 METERS 06034     |
 AW0445| AW5904 GALVESTON COAST GUARD RAD MAST      APPROX. 4.0 KM 0681254.8 |
 AW0445| AW5893 GALVESTON MUNICIPAL TANK            APPROX. 3.3 KM 1030641.9 |
 AW0445| AW5905 GALVESTON WHARF CO PIER 34 TK       APPROX. 1.7 KM 1851324.5 |
 AW0445| AW5885 GALVESTON SOUTHERN COT CO TANK      APPROX. 2.8 KM 2023121.9 |
 AW0445| AW5875 GALVESTON WHARF CO PIER 40 TK       APPROX. 2.0 KM 2050859.2 |
 AW0445| AW5972 GALVESTON MUN SW TANK               APPROX. 7.2 KM 2150346.4 |
 AW0445| AW5889 GALVESTON COT CONCENTRAT CO TK      APPROX. 3.7 KM 2171808.4 |
 AW0445| CV8765 BSA AZ MK                                          2544829.0 |
 AW0445| AW0444 BSA RM 2                             23.572 METERS 28455     |
 AW0445|---------------------------------------------------------------------|
 AW0445
 AW0445                          SUPERSEDED SURVEY CONTROL
 AW0445
 AW0445  NAD 83(1986)-  29 19 14.64826(N)    094 48 23.91428(W) AD(       ) 2
 AW0445  NAD 27      -  29 19 13.79527(N)    094 48 23.21690(W) AD(       ) 2
 AW0445  NGVD 29 (12/23/87)    2.762  (m)            9.06   (f) ADJUSTED    1 1
 AW0445
 AW0445.Superseded values are not recommended for survey control.
 AW0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0445.See file dsdata.txt to determine how the superseded data were derived.
 AW0445
 AW0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2456344876(NAD 83)
 AW0445_MARKER: DS = TRIANGULATION STATION DISK
 AW0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0445_SP_SET: CONCRETE POST
 AW0445_STAMPING: BSA 1963
 AW0445_MARK LOGO: CGS   
 AW0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0445+STABILITY: SURFACE MOTION
 AW0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0445+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2003
 AW0445
 AW0445  HISTORY     - Date     Condition        Report By
 AW0445  HISTORY     - 1963     MONUMENTED       CGS
 AW0445  HISTORY     - 1974     GOOD             NGS
 AW0445  HISTORY     - 1976     GOOD             NGS
 AW0445  HISTORY     - 1978     GOOD             NGS
 AW0445  HISTORY     - 1979     GOOD             NGS
 AW0445  HISTORY     - 1987     GOOD             NGS
 AW0445  HISTORY     - 1988     GOOD             USPSQD
 AW0445  HISTORY     - 1989     GOOD             USPSQD
 AW0445  HISTORY     - 1989     GOOD             USPSQD
 AW0445  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0445  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 AW0445  HISTORY     - 19990828 GOOD             USPSQD
 AW0445  HISTORY     - 20030615 GOOD             USE
 AW0445
 AW0445                          STATION DESCRIPTION
 AW0445
 AW0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW0445'THE STATION IS LOCATED ON PELICAN ISLAND, ABOUT 1-1/2 MILES
 AW0445'NORTH-NORTHWEST OF THE INTERSECTION OF 25TH STREET AND BROADWAY
 AW0445'AVENUE IN DOWNTOWN GALVESTON.  IT IS ABOUT 1/2 MILE
 AW0445'NORTH-NORTHWEST OF THE SHIPYARDS WHICH ARE LOCATED ON THE NORTH
 AW0445'SHORE OF GALVESTON CHANNEL.
 AW0445'
 AW0445'TO REACH THE STATION FROM THE INTERSECTION OF 51ST STREET AND
 AW0445'BROADWAY AVENUE (U.S. HIGHWAY 75) IN GALVESTON, GO NORTHERLY AND
 AW0445'EASTERLY ON ROAD AS PER SIGN TO PELICAN ISLAND, CROSSING OVER
 AW0445'GALVESTON CHANNEL, FOR 2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT
 AW0445'AS DESCRIBED.  CONTINUE EASTERLY ON THE PAVED ROAD FOR 0.3 MILE
 AW0445'WHERE THE PAVED ROAD TURNS RIGHT.  CONTINUE STRAIGHT AHEAD ON
 AW0445'THE GRADED DIRT ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT
 AW0445'AS DESCRIBED.
 AW0445'
 AW0445'THE STATION IS A STANDARD DISK STAMPED BSA 1963, SET IN A 10 X
 AW0445'10 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS
 AW0445'76.6 FEET EAST OF A POWERLINE POLE.  110.3 FEET SOUTH OF THE
 AW0445'CENTERLINE OF A DIRT ROAD.  2.3 FEET NORTH OF A THREE INCH
 AW0445'DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 AW0445'
 AW0445'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BSA NO 1 1963,
 AW0445'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH THE
 AW0445'GROUND.  IT IS 2.6 FEET WEST OF A POWERLINE POLE.  176.9 FEET
 AW0445'EAST OF A THREE INCH DIAMETER CREOSOTE WOOD WITNESS POST AND
 AW0445'SIGN.  69.3 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD.
 AW0445'
 AW0445'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BSA NO 2 1963,
 AW0445'SET IN A 10 X 10 SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 AW0445'IT IS 78.6 FEET WEST OF A THREE INCH DIAMETER CREOSOTE WOOD
 AW0445'WITNESS POST AND SIGN.  2.3 FEET EAST OF A POWERLINE POLE.
 AW0445'67.1 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD.
 AW0445'
 AW0445'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BSA 1963, SET IN A
 AW0445'10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTS THREE INCHES
 AW0445'ABOVE GROUND.  IT IS 2.7 FEET EAST OF A POWERLINE POLE.  3.3 FEET
 AW0445'WEST OF A THREE INCH DIAMETER CREOSOTE WOOD WITNESS POST AND
 AW0445'SIGN.  78.0 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 87.
 AW0445'
 AW0445'HEIGHT OF LIGHT ABOVE STATION MARK 26.21 METERS.
 AW0445
 AW0445                          STATION RECOVERY (1974)
 AW0445
 AW0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AW0445'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 AW0445'AZIMUTH MARK WERE FOUND AND RECOVERED IN GOOD CONDITION.  THE
 AW0445'DISTANCE AND DIRECTION CHECKED WITH THE 1963 DESCRIPTION.
 AW0445'THE PREVIOUS DESCRIPTION IS ADEQUATE AND ACCURATE.
 AW0445'
 AW0445'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 AW0445'
 AW0445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH
 AW0445'OF GALVESTON
 AW0445
 AW0445                          STATION RECOVERY (1976)
 AW0445
 AW0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 AW0445'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK RECOVERED
 AW0445'IN GOOD CONDITION.
 AW0445'
 AW0445'STATION IS ON LAND OWNED BY THE TODD SHIPYARDS, OFFICES AT THE LARGE
 AW0445'METAL BUILDINGS SW OF STATION.
 AW0445'
 AW0445'TO REACH THE STATION FROM THE INTERSECTION OF 51ST STREET AND
 AW0445'BROADWAY AVENUE (U.S. HIGHWAY 75) IN GALVESTON, GO NORTHERLY AND
 AW0445'EASTERLY ON ROAD AS PER SIGN PELICAN ISLAND, CROSSING OVER
 AW0445'GALVESTON CHANNEL, FOR 2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 AW0445'CONTINUE AHEAD EASTERLY ON PAVED ROAD FOR 0.3 MILE TO A SIDE ROAD
 AW0445'RIGHT.  CONTINUE AHEAD FOR 0.1 MILE TO STATION ON THE RIGHT.
 AW0445'
 AW0445'ALL MARKS PROJECT ABOUT 6 INCHES AND BOTH REFERENCE MARKS ARE BY
 AW0445'POWER POLES.
 AW0445'
 AW0445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON PELICAN ISLAND
 AW0445'ABOUT 1-1/2 MILES NORTH OF DOWNTOWN GALVESTON.
 AW0445
 AW0445                          STATION RECOVERY (1978)
 AW0445
 AW0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0445'IN GALVESTON.
 AW0445'ON PELICAN ISLAND, 1.0 MILE NORTH ALONG SEAWOLF BOULEVARD FROM THE
 AW0445'NORTH EDGE OF THE CAUSEWAY OVER GALVESTON CHANNEL, 110 FT. SOUTHEAST
 AW0445'OF THE CENTERLINE OF SEAWOLF BOULEVARD, 78 FT. SOUTHEAST OF
 AW0445'A POWERLINE POLE AND REFERENCE MARK NO 2.
 AW0445
 AW0445                          STATION RECOVERY (1979)
 AW0445
 AW0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW0445'STATION MARK, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD
 AW0445'CONDITION.  AZIMUTH MARK IS DESTROYED.
 AW0445'
 AW0445'TO REACH STATION FROM THE INTERSECTION OF 51ST STREET AND BROADWAY
 AW0445'AVE. (U.S. HIGHWAY 75) IN GALVESTON, GO NORTHERLY AND EASTERLY ON
 AW0445'51ST STREET, CROSSING OVER GALVESTON CHANNEL, FOR 2.8 MILES TO THE
 AW0445'STATION ON RIGHT.
 AW0445'
 AW0445'DESCRIBED--RAH
 AW0445'
 AW0445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW0445
 AW0445                          STATION RECOVERY (1987)
 AW0445
 AW0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0445'RECOVERED IN GOOD CONDITION.
 AW0445
 AW0445                          STATION RECOVERY (1988)
 AW0445
 AW0445'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0445'RECOVERED IN GOOD CONDITION.
 AW0445
 AW0445                          STATION RECOVERY (1989)
 AW0445
 AW0445'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0445'RECOVERED IN GOOD CONDITION.
 AW0445
 AW0445                          STATION RECOVERY (1989)
 AW0445
 AW0445'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0445'RECOVERED IN GOOD CONDITION.
 AW0445
 AW0445                          STATION RECOVERY (1990)
 AW0445
 AW0445'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0445'MARK NOT FOUND.
 AW0445
 AW0445                          STATION RECOVERY (1991)
 AW0445
 AW0445'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AW0445'MARK NOT FOUND.
 AW0445
 AW0445                          STATION RECOVERY (1999)
 AW0445
 AW0445'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0445'RECOVERED IN GOOD CONDITION.
 AW0445
 AW0445                          STATION RECOVERY (2003)
 AW0445
 AW0445'RECOVERY NOTE BY US ENGINEERS 2003 (DWJ)
 AW0445'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0446 ***********************************************************************
 AW0446  DESIGNATION -  BSA RM 1
 AW0446  PID         -  AW0446
 AW0446  STATE/COUNTY-  TX/GALVESTON
 AW0446  USGS QUAD   -  GALVESTON (1994)
 AW0446
 AW0446                         *CURRENT SURVEY CONTROL
 AW0446  ___________________________________________________________________
 AW0446* NAD 83(1986)-  29 19 17.     (N)    094 48 19.     (W)     SCALED    
 AW0446* NAVD 88     -         2.973  (meters)       9.75   (feet)  ADJUSTED  
 AW0446  ___________________________________________________________________
 AW0446  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0446  DYNAMIC HT  -           2.968 (meters)       9.74  (feet)  COMP
 AW0446  MODELED GRAV-     979,264.4   (mgal)                       NAVD 88
 AW0446
 AW0446  VERT ORDER  -  FIRST     CLASS I
 AW0446
 AW0446.The horizontal coordinates were scaled from a topographic map and have
 AW0446.an estimated accuracy of +/- 6 seconds.
 AW0446
 AW0446.The orthometric height was determined by differential leveling
 AW0446.and adjusted by the National Geodetic Survey in June 1991..
 AW0446
 AW0446.The geoid height was determined by GEOID03.
 AW0446
 AW0446.The dynamic height is computed by dividing the NAVD 88
 AW0446.geopotential number by the normal gravity value computed on the
 AW0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0446.degrees latitude (g = 980.6199 gals.).
 AW0446
 AW0446.The modeled gravity was interpolated from observed gravity values.
 AW0446
 AW0446;                    North         East    Units  Estimated Accuracy
 AW0446;SPC TXSC     - 4,172,220.    1,007,320.      MT  (+/- 180 meters Scaled)
 AW0446
 AW0446                          SUPERSEDED SURVEY CONTROL
 AW0446
 AW0446  NGVD 29 (12/23/87)    2.969  (m)            9.74   (f) ADJUSTED    1 1
 AW0446
 AW0446.Superseded values are not recommended for survey control.
 AW0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0446.See file dsdata.txt to determine how the superseded data were derived.
 AW0446
 AW0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN246449(NAD 83)
 AW0446_MARKER: DR = REFERENCE MARK DISK
 AW0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0446_SP_SET: CONCRETE POST
 AW0446_STAMPING: BSA NO 1 1963
 AW0446_MARK LOGO: CGS   
 AW0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0446+STABILITY: SURFACE MOTION
 AW0446
 AW0446  HISTORY     - Date     Condition        Report By
 AW0446  HISTORY     - 1963     MONUMENTED       CGS
 AW0446  HISTORY     - 1978     GOOD             NGS
 AW0446  HISTORY     - 1987     GOOD             NGS
 AW0446  HISTORY     - 1988     GOOD             USPSQD
 AW0446  HISTORY     - 1989     GOOD             USPSQD
 AW0446  HISTORY     - 1989     GOOD             USPSQD
 AW0446  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0446  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 AW0446  HISTORY     - 19990828 GOOD             USPSQD
 AW0446
 AW0446                          STATION DESCRIPTION
 AW0446
 AW0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0446'IN GALVESTON.
 AW0446'ON PELICAN ISLAND, 1.1 MILES NORTHEAST ALONG SEAWOLF BOULEVARD FROM
 AW0446'THE NORTH EDGE OF THE CAUSEWAY OVER GALVESTON CHANNEL, 71 FT.
 AW0446'SOUTHEAST OF THE BOULEVARD, 2 FT. SOUTHEAST OF A POWERLINE POLE.
 AW0446
 AW0446                          STATION RECOVERY (1987)
 AW0446
 AW0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0446'RECOVERED IN GOOD CONDITION.
 AW0446
 AW0446                          STATION RECOVERY (1988)
 AW0446
 AW0446'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0446'RECOVERED IN GOOD CONDITION.
 AW0446
 AW0446                          STATION RECOVERY (1989)
 AW0446
 AW0446'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0446'RECOVERED IN GOOD CONDITION.
 AW0446
 AW0446                          STATION RECOVERY (1989)
 AW0446
 AW0446'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0446'RECOVERED IN GOOD CONDITION.
 AW0446
 AW0446                          STATION RECOVERY (1990)
 AW0446
 AW0446'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0446'MARK NOT FOUND.
 AW0446
 AW0446                          STATION RECOVERY (1991)
 AW0446
 AW0446'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AW0446'MARK NOT FOUND.
 AW0446
 AW0446                          STATION RECOVERY (1999)
 AW0446
 AW0446'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0444 ***********************************************************************
 AW0444  DESIGNATION -  BSA RM 2
 AW0444  PID         -  AW0444
 AW0444  STATE/COUNTY-  TX/GALVESTON
 AW0444  USGS QUAD   -  GALVESTON (1994)
 AW0444
 AW0444                         *CURRENT SURVEY CONTROL
 AW0444  ___________________________________________________________________
 AW0444* NAD 83(1986)-  29 19 15.     (N)    094 48 23.     (W)     SCALED    
 AW0444* NAVD 88     -         3.022  (meters)       9.91   (feet)  ADJUSTED  
 AW0444  ___________________________________________________________________
 AW0444  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0444  DYNAMIC HT  -           3.018 (meters)       9.90  (feet)  COMP
 AW0444  MODELED GRAV-     979,264.3   (mgal)                       NAVD 88
 AW0444
 AW0444  VERT ORDER  -  FIRST     CLASS I
 AW0444
 AW0444.The horizontal coordinates were scaled from a topographic map and have
 AW0444.an estimated accuracy of +/- 6 seconds.
 AW0444
 AW0444.The orthometric height was determined by differential leveling
 AW0444.and adjusted by the National Geodetic Survey in June 1991..
 AW0444
 AW0444.The geoid height was determined by GEOID03.
 AW0444
 AW0444.The dynamic height is computed by dividing the NAVD 88
 AW0444.geopotential number by the normal gravity value computed on the
 AW0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0444.degrees latitude (g = 980.6199 gals.).
 AW0444
 AW0444.The modeled gravity was interpolated from observed gravity values.
 AW0444
 AW0444;                    North         East    Units  Estimated Accuracy
 AW0444;SPC TXSC     - 4,172,160.    1,007,210.      MT  (+/- 180 meters Scaled)
 AW0444
 AW0444                          SUPERSEDED SURVEY CONTROL
 AW0444
 AW0444  NGVD 29 (12/23/87)    3.019  (m)            9.90   (f) ADJUSTED    1 1
 AW0444
 AW0444.Superseded values are not recommended for survey control.
 AW0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0444.See file dsdata.txt to determine how the superseded data were derived.
 AW0444
 AW0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN245448(NAD 83)
 AW0444_MARKER: DR = REFERENCE MARK DISK
 AW0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0444_SP_SET: CONCRETE POST
 AW0444_STAMPING: BSA NO 2 1963
 AW0444_MARK LOGO: CGS   
 AW0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0444+STABILITY: SURFACE MOTION
 AW0444
 AW0444  HISTORY     - Date     Condition        Report By
 AW0444  HISTORY     - 1963     MONUMENTED       CGS
 AW0444  HISTORY     - 1978     GOOD             NGS
 AW0444  HISTORY     - 1987     GOOD             NGS
 AW0444  HISTORY     - 1988     GOOD             USPSQD
 AW0444  HISTORY     - 1989     GOOD             USPSQD
 AW0444  HISTORY     - 1989     GOOD             USPSQD
 AW0444  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0444  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 AW0444  HISTORY     - 19990828 GOOD             USPSQD
 AW0444
 AW0444                          STATION DESCRIPTION
 AW0444
 AW0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0444'IN GALVESTON.
 AW0444'ON PELICAN ISLAND, 1.0 MILE NORTHEAST ALONG SEAWOLF BOULEVARD FROM THE
 AW0444'NORTH EDGE OF THE CAUSEWAY OVER GALVESTON CHANNEL, 72 FT. SOUTHEAST
 AW0444'OF THE CENTERLINE OF THE BOULEVARD, 78 FT. NORTHWEST OF STATION BSA
 AW0444'1963.
 AW0444
 AW0444                          STATION RECOVERY (1987)
 AW0444
 AW0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0444'RECOVERED IN GOOD CONDITION.
 AW0444
 AW0444                          STATION RECOVERY (1988)
 AW0444
 AW0444'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0444'RECOVERED IN GOOD CONDITION.
 AW0444
 AW0444                          STATION RECOVERY (1989)
 AW0444
 AW0444'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0444'RECOVERED IN GOOD CONDITION.
 AW0444
 AW0444                          STATION RECOVERY (1989)
 AW0444
 AW0444'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0444'RECOVERED IN GOOD CONDITION.
 AW0444
 AW0444                          STATION RECOVERY (1990)
 AW0444
 AW0444'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0444'MARK NOT FOUND.
 AW0444
 AW0444                          STATION RECOVERY (1991)
 AW0444
 AW0444'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AW0444'MARK NOT FOUND.
 AW0444
 AW0444                          STATION RECOVERY (1999)
 AW0444
 AW0444'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5713 ***********************************************************************
 AC5713  SACS        -  This is a Secondary Airport Control Station.
 AC5713  DESIGNATION -  BSM A
 AC5713  PID         -  AC5713
 AC5713  STATE/COUNTY-  TX/TRAVIS
 AC5713  USGS QUAD   -  MONTOPOLIS (1988)
 AC5713
 AC5713                         *CURRENT SURVEY CONTROL
 AC5713  ___________________________________________________________________
 AC5713* NAD 83(1993)-  30 12 36.14063(N)    097 40 53.51550(W)     ADJUSTED  
 AC5713* NAVD 88     -       165.83   (meters)     544.1    (feet)  GPS OBS   
 AC5713  ___________________________________________________________________
 AC5713  X           -    -737,399.218 (meters)                     COMP
 AC5713  Y           -  -5,467,193.572 (meters)                     COMP
 AC5713  Z           -   3,190,586.933 (meters)                     COMP
 AC5713  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AC5713  ELLIP HEIGHT-         139.70  (meters)          (06/26/01) GPS OBS
 AC5713  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AC5713
 AC5713  HORZ ORDER  -  FIRST
 AC5713  ELLP ORDER  -  FOURTH    CLASS II
 AC5713
 AC5713.This mark is at Bergstrom Ars (BSM) Airport (BSM)
 AC5713
 AC5713.The horizontal coordinates were established by GPS observations
 AC5713.and adjusted by the National Geodetic Survey in June 2001..
 AC5713
 AC5713.The orthometric height was determined by GPS observations and a
 AC5713.high-resolution geoid model.
 AC5713
 AC5713.GPS derived orthometric heights for airport stations designated as
 AC5713.PACS or SACS are published to 2 decimal places.  This maintains
 AC5713.centimeter relative accuracy between the PACS and SACS.  It does
 AC5713.not indicate centimeter accuracy relative to other marks which are
 AC5713.part of the NAVD 88 network.
 AC5713
 AC5713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5713
 AC5713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5713
 AC5713.The ellipsoidal height was determined by GPS observations
 AC5713.and is referenced to NAD 83.
 AC5713
 AC5713.The geoid height was determined by GEOID03.
 AC5713
 AC5713;                    North         East     Units Scale Factor Converg.
 AC5713;SPC TX C     - 3,063,279.976   955,291.703   MT  0.99997639   +1 21 57.0
 AC5713;SPC TX C     -10,050,111.05  3,134,152.86   sFT  0.99997639   +1 21 57.0
 AC5713;UTM  14      - 3,342,794.511   626,900.109   MT  0.99979867   +0 39 48.6
 AC5713
 AC5713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5713!SPC TX C     -   0.99997806  x   0.99997639  =   0.99995445
 AC5713!UTM  14      -   0.99997806  x   0.99979867  =   0.99977674
 AC5713
 AC5713                          SUPERSEDED SURVEY CONTROL
 AC5713
 AC5713  ELLIP H (01/29/01)  139.70   (m)                       GP(       ) 4 1
 AC5713  NAD 83(1993)-  30 12 36.14172(N)    097 40 53.51608(W) AD(       ) 1
 AC5713  ELLIP H (01/29/97)  139.85   (m)                       GP(       ) 4 1
 AC5713
 AC5713.Superseded values are not recommended for survey control.
 AC5713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5713.See file dsdata.txt to determine how the superseded data were derived.
 AC5713
 AC5713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2690042795(NAD 83)
 AC5713_MARKER: DD = SURVEY DISK
 AC5713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5713_STAMPING: BSM A 1995
 AC5713_MARK LOGO: NOS   
 AC5713_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5713+STABILITY: SURFACE MOTION
 AC5713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5713+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2001
 AC5713
 AC5713  HISTORY     - Date     Condition        Report By
 AC5713  HISTORY     - 1995     MONUMENTED       NGS
 AC5713  HISTORY     - 20010305 GOOD             NGS
 AC5713
 AC5713                          STATION DESCRIPTION
 AC5713
 AC5713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GFS)
 AC5713'THIS STATION IS LOCATED 7 MILES (11.3 KM) SOUTHEAST OF AUSTIN AND 1
 AC5713'MILE (1.6 KM) EAST OF U.S.  HWY 183 ON THE AUSTIN-BERGSTROM
 AC5713'INTERNATIONAL AIRPORT.  FOR ACCESS TO THIS STATION CONTACT MR.  SCOTT
 AC5713'MADOLE-COORDINATOR FOR THE NEW AIRPORT PROJECT TEAM.  2901
 AC5713'PRESIDENTIAL BLVD.,AUSTIN TEXAS, 78719.  PHONE- (512) 369-6650.  TO
 AC5713'REACH THIS STATION FROM THE INTERSECTION OF HIGHWAY 71 EAST AND
 AC5713'PRESIDENTIAL BLVD.  DRIVE SOUTH ON PRESIDENTIAL BLVD.  FOR 0.1 MILE
 AC5713'(0.2 KM) TO THE INTERSECTION OF PRESIDENTIAL BLVD AND VIN FIZ RD..
 AC5713'TURN RIGHT (WEST) ONTO VIN FIZ RD.  AND CONTINUE FOR 0.3 MILES (0.5
 AC5713'KM) TO TERMINAL BLVD.  CONTINUE WEST, CROSSING TERMINAL BLVD. TO THE
 AC5713'ENTRENCE TO THE PERIMETER ROAD.  CONTINUE ON PERIMETER ROAD FOR 1.7
 AC5713'MILES (2.7 KM) TO THE SERVICE ROAD TO THE 17 GLIDE SLOPE. TURN LEFT
 AC5713'(EAST) ONTO THE SERVICE ROAD AND CONTINUE FOR 0.08 MILE (0.13 KM) TO
 AC5713'THE STATION, SITUATED BETWEEN TWO STAKES.  THE STATION IS LOCATED
 AC5713'APPROXIMATELY 1300 FT.  (396.2 M) SOUTHWEST OF THE EDGE OF RUNWAY END
 AC5713'17.  229.6 FT (70.0 M) NORTHEAST OF AN ANOMETER, 205.5 FT.  (62.6 M)
 AC5713'SOUTH OF A MANHOLE, 140.0 FT.  (42.7 M) NORTHWEST OF THE CENTERLINE OF
 AC5713'THE ROAD LEADING TO THE (GS) 17.  AND 3 FT (0.9 M) FROM A FENCE POST
 AC5713'ON BOTH THE NORTH AND SOUTH SIDE OF THE STATION.
 AC5713
 AC5713                          STATION RECOVERY (2001)
 AC5713
 AC5713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRL)
 AC5713'THE STATION IS LOCATED IN AUSTIN AT THE AUSTIN-BERGSSTROM
 AC5713'INTERNATIONAL AIRPORT, ON THE WEST SIDE OF THE AIPORT PROPERTY
 AC5713'AND ON A RIDGE NEAR THE ROAD LEADING TO THE GLIDE SLOPE SERVING
 AC5713'17R. OWNERSHIP CITY OF AUSTIN, DEPARTMENT OF AVIATION, 3600
 AC5713'PRESIDENTIAL BLVD, STE 508, AUSTIN TX. 78719. CONTACT ALFRED (AL)
 AC5713'GALLARDO AIRPORT OPERATIONS (512) 530-7534. PERMISSION OR ESCORT
 AC5713'TO THIS STATION IS REQUIRED.
 AC5713'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 183 AND
 AC5713'STATE HIGHWAY 71 GO SOUTHEAST ON STATE HIGHWAY 71 FOR 1.3 MI TO
 AC5713'THE AIR CARGO EXIT, TAKE THE EXIT TURN RIGHT AND GO SOUTHWEST ON
 AC5713'SPIRIT OF TEXAS AVE FOR 0.1 MI TO A INTERSECTION, TURN RIGHT AND GO
 AC5713'WESTERLY ON NEW AIRPORT DRIVE FOR 0.05 MI TO A ROAD RIGHT, TURN
 AC5713'RIGHT AND GO WESTERLY ON CARGO AVE FOR 0.6 MI TO A GATE (W210),
 AC5713'PASS THROUGH GATE AND COUNTINUE AHEAD FOLLOWING THE PAVED
 AC5713'PERIMETER ROAD WESTERLY THEN SOUTHERLY FOR 1.0 MI TO A GRAVEL
 AC5713'ROAD LEFT, TURN LEFT AND GO EAST ON THE GRAVEL ROAD FOR 0.1 MI TO
 AC5713'THE EDGE OF A RIDGE, THE 17R GLIDESLOPE AHEAD AND THE STATION ON
 AC5713'THE LEFT.
 AC5713'THE STATION IS LOCATED 590 FT WEST OF THE RUNWAY EDGE,  310.0 FT
 AC5713'WEST OF THE GLIDESLOPE,  103.0 FT NORTH OF A MANHOLE COVER, 58.0 FT
 AC5713'NORTH NORTHEAST OF THE GRAVEL ROAD CENTER AND 18.4 FT WEST OF
 AC5713'THE NORTHWEST CORNER OF A 4 FT X 4 FT CONCRETE ELECTRIC VALT
 AC5713'COVER AND FLUSH WITH THE GROUND. THIS IS A SECONDARY AIRPORT
 AC5713'CONTROL STATION.
 AC5713' 
 AC5713' 
 AC5713' 
 AC5713'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5714 ***********************************************************************
 AC5714  SACS        -  This is a Secondary Airport Control Station.
 AC5714  DESIGNATION -  BSM C
 AC5714  PID         -  AC5714
 AC5714  STATE/COUNTY-  TX/TRAVIS
 AC5714  USGS QUAD   -  MONTOPOLIS (1988)
 AC5714
 AC5714                         *CURRENT SURVEY CONTROL
 AC5714  ___________________________________________________________________
 AC5714* NAD 83(1993)-  30 10 57.10478(N)    097 40 54.30011(W)     ADJUSTED  
 AC5714* NAVD 88     -       153.36   (meters)     503.1    (feet)  GPS OBS   
 AC5714  ___________________________________________________________________
 AC5714  X           -    -737,623.609 (meters)                     COMP
 AC5714  Y           -  -5,468,700.202 (meters)                     COMP
 AC5714  Z           -   3,187,944.777 (meters)                     COMP
 AC5714  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AC5714  ELLIP HEIGHT-         127.22  (meters)          (01/29/01) GPS OBS
 AC5714  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AC5714
 AC5714  HORZ ORDER  -  FIRST
 AC5714  ELLP ORDER  -  FOURTH    CLASS I
 AC5714
 AC5714.This mark is at Bergstrom Ars (BSM) Airport (BSM)
 AC5714
 AC5714.The horizontal coordinates were established by GPS observations
 AC5714.and adjusted by the National Geodetic Survey in January 1997..
 AC5714
 AC5714.The orthometric height was determined by GPS observations and a
 AC5714.high-resolution geoid model.
 AC5714
 AC5714.GPS derived orthometric heights for airport stations designated as
 AC5714.PACS or SACS are published to 2 decimal places.  This maintains
 AC5714.centimeter relative accuracy between the PACS and SACS.  It does
 AC5714.not indicate centimeter accuracy relative to other marks which are
 AC5714.part of the NAVD 88 network.
 AC5714
 AC5714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5714
 AC5714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5714
 AC5714.The ellipsoidal height was determined by GPS observations
 AC5714.and is referenced to NAD 83.
 AC5714
 AC5714.The geoid height was determined by GEOID03.
 AC5714
 AC5714;                    North         East     Units Scale Factor Converg.
 AC5714;SPC TX C     - 3,060,230.767   955,343.409   MT  0.99998307   +1 21 56.6
 AC5714;SPC TX C     -10,040,107.11  3,134,322.50   sFT  0.99998307   +1 21 56.6
 AC5714;UTM  14      - 3,339,745.449   626,914.418   MT  0.99979872   +0 39 46.3
 AC5714
 AC5714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5714!SPC TX C     -   0.99998002  x   0.99998307  =   0.99996309
 AC5714!UTM  14      -   0.99998002  x   0.99979872  =   0.99977874
 AC5714
 AC5714                          SUPERSEDED SURVEY CONTROL
 AC5714
 AC5714  ELLIP H (01/29/97)  127.37   (m)                       GP(       ) 4 1
 AC5714
 AC5714.Superseded values are not recommended for survey control.
 AC5714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5714.See file dsdata.txt to determine how the superseded data were derived.
 AC5714
 AC5714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2691439745(NAD 83)
 AC5714_MARKER: DD = SURVEY DISK
 AC5714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5714_STAMPING: BSM C 1995
 AC5714_MARK LOGO: NOS   
 AC5714_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5714+STABILITY: SURFACE MOTION
 AC5714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5714+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2001
 AC5714
 AC5714  HISTORY     - Date     Condition        Report By
 AC5714  HISTORY     - 1995     MONUMENTED       NGS
 AC5714  HISTORY     - 20010305 GOOD             NGS
 AC5714
 AC5714                          STATION DESCRIPTION
 AC5714
 AC5714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GFS)
 AC5714'THIS STATION IS LOCATED 7 MILES (11.3 KM) SOUTHEAST OF AUSTIN AND 1
 AC5714'MILE (1.6 KM) EAST OF U.S.  HIGHWAY 183 ON THE AUSTIN-BERGSTROM
 AC5714'INTERNATIONAL AIRPORT.  FOR ACCESS CONTACT MR.  SCOTT
 AC5714'MADOLE-COORDINATOR FOR THE NEW AIRPORT PROJECT TEAM.  2901
 AC5714'PRESIDENTIAL BLVD.  AUSTIN TEXAS, 78719.  PHONE- (512) 369-6650.  TO
 AC5714'REACH THIS STATION FROM THE INTERSECTON OF HIGHWAY 71 EAST AND
 AC5714'PRESIDENTIAL BLVD.  DRIVE SOUTH ON PRESIDENTIAL BLVD.  FOR 0.1 MILE
 AC5714'(0.2 KM) TO THE INTERSECTION OF VIN FIZ RD.  TURN RIGHT (WEST) ON VIN
 AC5714'FIZ AND CONTINUE FOR 0.3 MILES (0.5 KM) TO TERMINAL BLVD.  CONTINUE
 AC5714'WEST, CROSSING TERMINAL BLVD.  TO THE ENTRANCE TO THE PERIMETER ROAD.
 AC5714'CONTINUE ON THE PERIMETER ROAD FOR 3.7 MILES (6.0 KM) TO THE THE
 AC5714'STATION ON THE LEFT, APPROXIMATELY 15 FEET (4.6 M) TO THE EAST OF THE
 AC5714'ROAD.  THE STATION IS APPROXIMATELY 1400 FEET (426.7 M) NORTHWEST OF
 AC5714'RUNWAY END 35, 114.6 FEET (34.9 M) NORTH OF THE ANGLE OF THE WEST
 AC5714'PERIMETER FENCE, 30.7 FEET (9.4 M) NORTHEAST OF THE FENCE.
 AC5714
 AC5714                          STATION RECOVERY (2001)
 AC5714
 AC5714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRL)
 AC5714'THE STATION IS LOCATED IN AUSTIN AT THE AUSTIN-BERGSSTROM
 AC5714'INTERNATIONAL AIRPORT, ON THE WEST SIDE OF THE AIPORT PROPERTY,
 AC5714'ON A HILL NEAR THE ROAD LEADING TO THE GLIDE SLOPE SERVING
 AC5714'35L AND NEAR A RTR TOWER. OWNERSHIP CITY OF AUSTIN, DEPARTMENT
 AC5714'OF AVIATION, 3600 PRESIDENTIAL BLVD, STE 508, AUSTIN TX. 78719.
 AC5714'CONTACT
 AC5714'AL MACOLIVICH, AIRPORT OPERATIONS (512) 530-7534. PERMISSION OR
 AC5714'ESCORT TO THIS STATION IS REQUIRED.
 AC5714'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 183 AND
 AC5714'STATE HIGHWAY 71 GO SOUTHEAST ON STATE HIGHWAY 71 FOR 1.3 MI TO
 AC5714'THE AIR CARGO EXIT, TAKE THE EXIT TURN RIGHT AND GO SOUTHWEST ON
 AC5714'SPIRIT OF TEXAS AVE FOR 0.1 MI TO A INTERSECTION, TURN RIGHT AND GO
 AC5714'WESTERLY ON NEW AIRPORT DRIVE FOR 0.05 MI TO A ROAD RIGHT, TURN
 AC5714'RIGHT AND GO WESTERLY ON CARGO AVE FOR 0.6 MI TO A GATE (W210),
 AC5714'PASS THROUGH GATE AND COUNTINUE AHEAD FOLLOWING THE PAVED
 AC5714'PERIMETER ROAD WESTERLY THEN SOUTHERLY FOR 3.9 MI TO A GRAVEL
 AC5714'ROAD LEFT, CONTINUE AHEAD AND GO SOUTHERLY ON THE PERIMETER
 AC5714'ROAD FOR 0.05 MI TO THE STATION ON THE LEFT AND ONLINE WITH WITH A
 AC5714'CHAINLINK FENCE LEADING TO THE SOUTH.
 AC5714'THE STATION IS LOCATED 1400 FEET NORTHWEST OF THE RUNWAY END 35L,
 AC5714'626.5 FT WEST SOUTHWEST OF THE 35L GLIDE SLOPE, 114.6 FT NORTH OF
 AC5714'THE ANGLE IN THE WEST PERIMETER FENCE,   65.5 FT NORTHWEST OF A
 AC5714'RTR TOWER, 30.7 FT EAST OF THE CHAINLINK FENCE, AND FLUSH WITH THE
 AC5714'GROUND.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
 AC5714' 
 AC5714' 
 AC5714' 
 AC5714'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5895 ***********************************************************************
 AW5895  DESIGNATION -  BUCCANEER 1933
 AW5895  PID         -  AW5895
 AW5895  STATE/COUNTY-  TX/GALVESTON
 AW5895  USGS QUAD   -  GALVESTON (1994)
 AW5895
 AW5895                         *CURRENT SURVEY CONTROL
 AW5895  ___________________________________________________________________
 AW5895* NAD 83(1993)-  29 17 25.43819(N)    094 47 17.79985(W)     ADJUSTED  
 AW5895* NAVD 88     -        49.1    (meters)     161.     (feet)  VERTCON   
 AW5895  ___________________________________________________________________
 AW5895  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AW5895  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW5895
 AW5895  HORZ ORDER  -  SECOND
 AW5895
 AW5895.The horizontal coordinates were established by classical geodetic methods
 AW5895.and adjusted by the National Geodetic Survey in February 1996..
 AW5895
 AW5895.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5895
 AW5895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5895
 AW5895.The geoid height was determined by GEOID03.
 AW5895
 AW5895;                    North         East     Units Scale Factor Converg.
 AW5895;SPC TXSC     - 4,168,848.401 1,009,089.018   MT  0.99986354   +2 03 48.2
 AW5895;SPC TXSC     -13,677,296.80  3,310,652.89   sFT  0.99986354   +2 03 48.2
 AW5895;UTM  15      - 3,241,486.568   326,296.133   MT  0.99997233   -0 52 30.4
 AW5895
 AW5895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5895!SPC TXSC     -   0.99999646  x   0.99986354  =   0.99986000
 AW5895!UTM  15      -   0.99999646  x   0.99997233  =   0.99996879
 AW5895
 AW5895:                Primary Azimuth Mark                     Grid Az
 AW5895:SPC TXSC     -  GALVESTON COAST GUARD RAD MAST           019 38 52.1
 AW5895:UTM  15      -  GALVESTON COAST GUARD RAD MAST           022 35 10.7
 AW5895
 AW5895|---------------------------------------------------------------------|
 AW5895| PID    Reference Object                     Distance      Geod. Az  |
 AW5895|                                                           dddmmss.s |
 AW5895| AW5904 GALVESTON COAST GUARD RAD MAST      APPROX. 5.2 KM 0214240.3 |
 AW5895| AW5893 GALVESTON MUNICIPAL TANK            APPROX. 3.0 KM 0285849.8 |
 AW5895| AW5970 GALVESTON MOODY METH CH SPIRE       APPROX. 3.7 KM 2422725.9 |
 AW5895| AW5972 GALVESTON MUN SW TANK               APPROX. 6.5 KM 2463809.7 |
 AW5895|---------------------------------------------------------------------|
 AW5895
 AW5895                          SUPERSEDED SURVEY CONTROL
 AW5895
 AW5895  NAD 83(1986)-  29 17 25.45340(N)    094 47 17.78037(W) AD(       ) 2
 AW5895  NAD 27      -  29 17 24.59804(N)    094 47 17.07862(W) AD(       ) 2
 AW5895  NGVD 29 (07/19/86)   49.1    (m)          161.     (f) VERT ANG       
 AW5895
 AW5895.Superseded values are not recommended for survey control.
 AW5895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5895.See file dsdata.txt to determine how the superseded data were derived.
 AW5895
 AW5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2629641487(NAD 83)
 AW5895_MARKER: DS = TRIANGULATION STATION DISK
 AW5895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW5895_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5895+STABILITY: SURFACE MOTION
 AW5895
 AW5895  HISTORY     - Date     Condition        Report By
 AW5895  HISTORY     - 1933     MONUMENTED       CGS
 AW5895  HISTORY     - 1937     GOOD             CGS
 AW5895  HISTORY     - 1942     GOOD             CGS
 AW5895  HISTORY     - 1947     MARK NOT FOUND   CGS
 AW5895  HISTORY     - 1960     GOOD             CGS
 AW5895  HISTORY     - 1964     GOOD             CGS
 AW5895  HISTORY     - 1965     GOOD             CGS
 AW5895  HISTORY     - 1974     GOOD             NGS
 AW5895  HISTORY     - 1978     GOOD             NGS
 AW5895  HISTORY     - 1979     GOOD             NOS
 AW5895  HISTORY     - 1979     GOOD             NGS
 AW5895  HISTORY     - 1979     GOOD             LOCENG
 AW5895  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 AW5895
 AW5895                          STATION DESCRIPTION
 AW5895
 AW5895'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5895'AT GALVESTON, LOCATED ON THE ROOF OF THE W (PASSENGER) ELEVATOR
 AW5895'SHAFT OF THE BUCCANEER HOTEL AT TWENTY-THIRD STREET AND BOULEVARD.
 AW5895'IT IS 2.42 METERS FROM THE NE INSIDE CORNER OF THE PARAPET,
 AW5895'3.39 METERS FROM THE SE INSIDE CORNER OF THE PARAPET, 4.45 METERS
 AW5895'FROM THE SW INSIDE CORNER OF PARAPET, AND 3.74 METERS FROM THE
 AW5895'NW INSIDE CORNER OF THE PARAPET.
 AW5895'
 AW5895'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  IT IS
 AW5895'ABOUT 2 INCHES ABOVE THE FLOOR LEVEL.
 AW5895'
 AW5895'NO REFERENCE MARK WAS SET.
 AW5895'
 AW5895'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 AW5895
 AW5895                          STATION RECOVERY (1937)
 AW5895
 AW5895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW5895'STATION WAS NOT VISITED.  CENTER OF THE ROOF ON THE W (PASSENGER)
 AW5895'ELEVATOR SHAFT TOP OF THE BUCCANEER HOTEL WAS USED AS A
 AW5895'HYDROGRAPHIC SIGNAL FOR OFFSHORE HYDROGRAPHY.
 AW5895
 AW5895                          STATION RECOVERY (1942)
 AW5895
 AW5895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HCA)
 AW5895'STATION RECOVERED AS DESCRIBED BY E.O.H. IN 1933 AND MARK WAS
 AW5895'FOUND IN GOOD CONDITION.  STATION IS IN CONCRETE 1 INCH ABOVE
 AW5895'FLOOR LEVEL.  A 4-FOOT WOOD TRIPOD WAS USED.
 AW5895
 AW5895                          STATION RECOVERY (1947)
 AW5895
 AW5895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5895'THE STATION WAS NOT RECOVERED DUE TO THE FACT THAT A RECENT STORM
 AW5895'TORE AWAY ALL THE LADDERS ON THE ROOF WHICH WERE USED TO REACH
 AW5895'THE STATION.  THE BUILDING SUPERINTENDANT STATES THAT THE STATION
 AW5895'MARK IS IN PLACE.
 AW5895
 AW5895                          STATION RECOVERY (1960)
 AW5895
 AW5895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5895'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 AW5895'ADEQUATE WITH THE FOLLOWING ADDITION.
 AW5895'
 AW5895'(1) THE DISK IS STAMPED BUCCANEER 1933.
 AW5895
 AW5895                          STATION RECOVERY (1964)
 AW5895
 AW5895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EKM)
 AW5895'PREVIOUS DESCRIPTION ADEQUATE., EXCEPT HOTEL NAME CHANGED TO
 AW5895'MOODY HOUSE.  MARK RECOVERED IN GOOD CONDITION.
 AW5895
 AW5895                          STATION RECOVERY (1965)
 AW5895
 AW5895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW5895'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS
 AW5895'ARE ADEQUATE.
 AW5895
 AW5895                          STATION RECOVERY (1974)
 AW5895
 AW5895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5895'THE STATION MARK WAS RECOVERED AS DESCRIBED IN THE 1933
 AW5895'DESCRIPTION.  THE PREVIOUS DESCRIPTION IS ACCURATE AND ADEQUATE.
 AW5895'
 AW5895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALVESTON.
 AW5895
 AW5895                          STATION RECOVERY (1978)
 AW5895
 AW5895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW5895'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS WERE
 AW5895'NOT ESTABLISHED FOR FEAR OF CAUSING THE ROOF TO LEAK.  THE
 AW5895'BUILDING WAS PREVISOULY THE BUCCANEER HOTEL.  A COMPLETE NEW
 AW5895'DESCRIPTION FOLLOWS.
 AW5895'
 AW5895'THE STATION IS LOCATED IN GALVESTON ATOP THE MOODY BUILDING AT
 AW5895'SEAWALL BOULEVARD AND 23RD STREET, IN THE ROOF OF THE PASSENGER
 AW5895'ELEVATOR SHAFT.  AT THIS TIME MR. MARVIN GOODE IS THE
 AW5895'MAINTENANCE ENGINEER, HIS PERMISSION WAS GIVEN TO USE THE
 AW5895'STATION.
 AW5895'
 AW5895'THE STATION IS A US COAST AND GEODETIC SURVEY DISK
 AW5895'STAMPED---BUCCANEER 1933---,
 AW5895'SET INTO THE ROOF SURROUNDED BY ROOF TAR FLUSH WITH THE ROOF.
 AW5895'IT IS 12.8 FEET SOUTHWEST FROM THE NORTHEAST CORNER OF THE ROOF,
 AW5895'16.1 FEET NORTHWEST FROM THE SOUTHEAST CORNER OF THE ROOF,
 AW5895'14.0 FEET NORTHEAST FROM THE SOUTHWEST CORNER OF THE ROOF, AND
 AW5895'9.5 FEET SOUTHEAST FROM THE NORTHWEST CORNER OF THE ROOF.
 AW5895'
 AW5895'STATIONS SAN 1933 OR CROCKETT 2 1974 CAN BE USED AS AN AZIMUTH
 AW5895'MARK.  HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
 AW5895
 AW5895                          STATION RECOVERY (1979)
 AW5895
 AW5895'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5895'THE STATION WAS RECOVERED AS DESCRIBED BY JNL IN 1978.
 AW5895'
 AW5895'HEIGHT OF LIGHT SHOWN WAS 1.46 METERS.
 AW5895
 AW5895                          STATION RECOVERY (1979)
 AW5895
 AW5895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5895'STATION RECOVERED IN GOOD CONDITION.
 AW5895'DESCRIPTIONS OF EOH IN 1933, AND EKM IN 1964 ARE ADEQUATE.
 AW5895'
 AW5895'DESCRIBED--RAH
 AW5895'
 AW5895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW5895
 AW5895                          STATION RECOVERY (1979)
 AW5895
 AW5895'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (AJ)
 AW5895'BUCCANEER - 1933 RECOVERED EXECLLENT - FOUND ON TOP OF MOODY HOUSE AS
 AW5895'PER 1964 DESCRIPTION.
 AW5895'
 AW5895'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALVESTON, TEXAS.
 AW5895
 AW5895                          STATION RECOVERY (1994)
 AW5895
 AW5895'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9109 ***********************************************************************
 DG9109  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9109  DESIGNATION -  BUCHANAN COOP CORS ARP
 DG9109  CORS_ID     -  LCBU
 DG9109  PID         -  DG9109
 DG9109  STATE/COUNTY-  TX/LLANO
 DG9109  USGS QUAD   -  KINGSLAND (1982)
 DG9109
 DG9109                         *CURRENT SURVEY CONTROL
 DG9109  ___________________________________________________________________
 DG9109* NAD 83(CORS)-  30 43 54.64058(N)    098 28 02.85471(W)     ADJUSTED  
 DG9109* NAVD 88     -                                                        
 DG9109  ___________________________________________________________________
 DG9109  EPOCH DATE  -        2002.00
 DG9109  X           -    -808,020.144 (meters)                     COMP
 DG9109  Y           -  -5,427,673.918 (meters)                     COMP
 DG9109  Z           -   3,240,520.829 (meters)                     COMP
 DG9109  ELLIP HEIGHT-         286.32  (meters)          (02/??/05) GPS OBS
 DG9109  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 DG9109
 DG9109  HORZ ORDER  -  SPECIAL (CORS)
 DG9109  ELLP ORDER  -  SPECIAL (CORS)
 DG9109
 DG9109.ITRF positions are available for this station.
 DG9109.The coordinates were established by GPS observations
 DG9109.and adjusted by the National Geodetic Survey in February 2005..
 DG9109.The coordinates are valid at the epoch date displayed above.
 DG9109.The epoch date for horizontal control is a decimal equivalence
 DG9109.of Year/Month/Day.
 DG9109
 DG9109
 DG9109.The PID for the CORS L1 Phase Center is DG9110.
 DG9109
 DG9109.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9109
 DG9109.The ellipsoidal height was determined by GPS observations
 DG9109.and is referenced to NAD 83.
 DG9109
 DG9109.The geoid height was determined by GEOID03.
 DG9109
 DG9109;                    North         East     Units Scale Factor Converg.
 DG9109;SPC TX C     - 3,119,578.828   878,668.044   MT  0.99989274   +0 57 39.7
 DG9109;SPC TX C     -10,234,818.20  2,882,763.41   sFT  0.99989274   +0 57 39.7
 DG9109
 DG9109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9109!SPC TX C     -   0.99995504  x   0.99989274  =   0.99984778
 DG9109
 DG9109                          SUPERSEDED SURVEY CONTROL
 DG9109
 DG9109.No superseded survey control is available for this station.
 DG9109
 DG9109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV5098200005(NAD 83)
 DG9109_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9109
 DG9109                          STATION DESCRIPTION
 DG9109
 DG9109'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9109'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9109'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9109'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9109'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9109'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9110 ***********************************************************************
 DG9110  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9110  DESIGNATION -  BUCHANAN COOP CORS L1 PHASE CENTER
 DG9110  CORS_ID     -  LCBU
 DG9110  PID         -  DG9110
 DG9110  STATE/COUNTY-  TX/LLANO
 DG9110  USGS QUAD   -  KINGSLAND (1982)
 DG9110
 DG9110                         *CURRENT SURVEY CONTROL
 DG9110  ___________________________________________________________________
 DG9110* NAD 83(CORS)-  30 43 54.64066(N)    098 28 02.85466(W)     ADJUSTED  
 DG9110* NAVD 88     -                                                        
 DG9110  ___________________________________________________________________
 DG9110  EPOCH DATE  -        2002.00
 DG9110  X           -    -808,020.157 (meters)                     COMP
 DG9110  Y           -  -5,427,674.010 (meters)                     COMP
 DG9110  Z           -   3,240,520.887 (meters)                     COMP
 DG9110  ELLIP HEIGHT-         286.43  (meters)          (02/??/05) GPS OBS
 DG9110  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 DG9110
 DG9110  HORZ ORDER  -  SPECIAL (CORS)
 DG9110  ELLP ORDER  -  SPECIAL (CORS)
 DG9110
 DG9110.ITRF positions are available for this station.
 DG9110.The coordinates were established by GPS observations
 DG9110.and adjusted by the National Geodetic Survey in February 2005..
 DG9110.The coordinates are valid at the epoch date displayed above.
 DG9110.The epoch date for horizontal control is a decimal equivalence
 DG9110.of Year/Month/Day.
 DG9110
 DG9110
 DG9110.The PID for the CORS ARP is DG9109.
 DG9110
 DG9110.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9110
 DG9110.The ellipsoidal height was determined by GPS observations
 DG9110.and is referenced to NAD 83.
 DG9110
 DG9110.The geoid height was determined by GEOID03.
 DG9110
 DG9110;                    North         East     Units Scale Factor Converg.
 DG9110;SPC TX C     - 3,119,578.830   878,668.045   MT  0.99989274   +0 57 39.7
 DG9110;SPC TX C     -10,234,818.21  2,882,763.41   sFT  0.99989274   +0 57 39.7
 DG9110
 DG9110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9110!SPC TX C     -   0.99995502  x   0.99989274  =   0.99984777
 DG9110
 DG9110                          SUPERSEDED SURVEY CONTROL
 DG9110
 DG9110.No superseded survey control is available for this station.
 DG9110
 DG9110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV5098200005(NAD 83)
 DG9110_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9110
 DG9110                          STATION DESCRIPTION
 DG9110
 DG9110'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9110'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9110'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9110'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9110'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9110'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0602 ***********************************************************************
 BN0602  DESIGNATION -  BUCHANAN DAM RADIO MAST
 BN0602  PID         -  BN0602
 BN0602  STATE/COUNTY-  TX/LLANO
 BN0602  USGS QUAD   -  KINGSLAND (1982)
 BN0602
 BN0602                         *CURRENT SURVEY CONTROL
 BN0602  ___________________________________________________________________
 BN0602* NAD 83(1993)-  30 44 53.38590(N)    098 25 05.75842(W)     ADJUSTED  
 BN0602* NAVD 88     -                                                        
 BN0602  ___________________________________________________________________
 BN0602  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 BN0602  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 BN0602
 BN0602  HORZ ORDER  -  THIRD
 BN0602
 BN0602.The horizontal coordinates were established by classical geodetic methods
 BN0602.and adjusted by the National Geodetic Survey in February 1996..
 BN0602
 BN0602
 BN0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0602
 BN0602.The geoid height was determined by GEOID03.
 BN0602
 BN0602;                    North         East     Units Scale Factor Converg.
 BN0602;SPC TX C     - 3,121,467.528   883,346.995   MT  0.99989145   +0 59 10.9
 BN0602;SPC TX C     -10,241,014.71  2,898,114.27   sFT  0.99989145   +0 59 10.9
 BN0602;UTM  14      - 3,401,837.109   555,681.703   MT  0.99963825   +0 17 50.7
 BN0602
 BN0602                          SUPERSEDED SURVEY CONTROL
 BN0602
 BN0602  NAD 83(1986)-  30 44 53.39710(N)    098 25 05.74403(W) AD(       ) 4
 BN0602  NAD 27      -  30 44 52.74400(N)    098 25 04.63600(W) AD(       ) 3
 BN0602
 BN0602.Superseded values are not recommended for survey control.
 BN0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0602.See file dsdata.txt to determine how the superseded data were derived.
 BN0602
 BN0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV5568201837(NAD 83)
 BN0602_MARKER: 42 = RADIO/TV MAST
 BN0602
 BN0602  HISTORY     - Date     Condition        Report By
 BN0602  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0602
 BN0602                          STATION DESCRIPTION
 BN0602
 BN0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0602'THE MAST IS LOCATED ABOUT 11 MILES WEST OF BURNET, 10 MILES
 BN0602'SOUTHEAST OF BLUFFTON, AND 4 MILES SOUTHWEST OF NIGGERHEAD
 BN0602'MOUNTAIN.
 BN0602'
 BN0602'THE STRUCTURE IS ON TOP AND AT A POINT ABOUT EQUAL DISTANCE FROM
 BN0602'EITHER END OF THE BUCHANAN DAM.  IT IS A STEEL MAST, 135
 BN0602'FEET HIGH AND PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 BN0602'THE POINT OBSERVED WAS THE TOP CENTER OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2230 ***********************************************************************
 CS2230  DESIGNATION -  BUCK
 CS2230  PID         -  CS2230
 CS2230  STATE/COUNTY-  TX/SOMERVELL
 CS2230  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS2230
 CS2230                         *CURRENT SURVEY CONTROL
 CS2230  ___________________________________________________________________
 CS2230* NAD 83(1993)-  32 14 38.56411(N)    097 39 43.07198(W)     ADJUSTED  
 CS2230* NAVD 88     -       254.932  (meters)     836.39   (feet)  ADJUSTED  
 CS2230  ___________________________________________________________________
 CS2230  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 CS2230  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS2230  DYNAMIC HT  -         254.620 (meters)     835.37  (feet)  COMP
 CS2230  MODELED GRAV-     979,411.2   (mgal)                       NAVD 88
 CS2230
 CS2230  HORZ ORDER  -  SECOND
 CS2230  VERT ORDER  -  SECOND    CLASS 0
 CS2230
 CS2230.The horizontal coordinates were established by classical geodetic methods
 CS2230.and adjusted by the National Geodetic Survey in February 1996..
 CS2230
 CS2230.The orthometric height was determined by differential leveling
 CS2230.and adjusted by the National Geodetic Survey in June 1991..
 CS2230
 CS2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2230
 CS2230.The geoid height was determined by GEOID03.
 CS2230
 CS2230.The dynamic height is computed by dividing the NAVD 88
 CS2230.geopotential number by the normal gravity value computed on the
 CS2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2230.degrees latitude (g = 980.6199 gals.).
 CS2230
 CS2230.The modeled gravity was interpolated from observed gravity values.
 CS2230
 CS2230;                    North         East     Units Scale Factor Converg.
 CS2230;SPC TXNC     - 2,064,341.986   678,975.032   MT  0.99997118   +0 27 25.4
 CS2230;SPC TXNC     - 6,772,762.00  2,227,603.92   sFT  0.99997118   +0 27 25.4
 CS2230;SPC TX C     - 3,288,764.194   951,760.359   MT  1.00011684   +1 22 33.3
 CS2230;SPC TX C     -10,789,887.19  3,122,567.11   sFT  1.00011684   +1 22 33.3
 CS2230;UTM  14      - 3,568,272.198   626,053.679   MT  0.99979595   +0 42 50.3
 CS2230
 CS2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2230!SPC TXNC     -   0.99996435  x   0.99997118  =   0.99993553
 CS2230!SPC TX C     -   0.99996435  x   1.00011684  =   1.00008118
 CS2230!UTM  14      -   0.99996435  x   0.99979595  =   0.99976030
 CS2230
 CS2230|---------------------------------------------------------------------|
 CS2230| PID    Reference Object                     Distance      Geod. Az  |
 CS2230|                                                           dddmmss.s |
 CS2230| CS2232 BUCK RM 1                            23.960 METERS 05419     |
 CS2230| CS2229 BUCK AZ MK                                         0543920.6 |
 CS2230| CS3133 GLEN ROSE CITY WATER TANK           APPROX. 9.0 KM 2643442.0 |
 CS2230| CS2231 BUCK RM 2                            22.096 METERS 28334     |
 CS2230|---------------------------------------------------------------------|
 CS2230
 CS2230                          SUPERSEDED SURVEY CONTROL
 CS2230
 CS2230  NAD 83(1986)-  32 14 38.56948(N)    097 39 43.05064(W) AD(       ) 2
 CS2230  NAD 27      -  32 14 38.05300(N)    097 39 41.95600(W) AD(       ) 2
 CS2230  NGVD 29 (??/??/92)  254.899  (m)          836.28   (f) ADJ UNCH    2 0
 CS2230
 CS2230.Superseded values are not recommended for survey control.
 CS2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2230.See file dsdata.txt to determine how the superseded data were derived.
 CS2230
 CS2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA2605468272(NAD 83)
 CS2230_MARKER: DS = TRIANGULATION STATION DISK
 CS2230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS2230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2230_STAMPING: BUCK 1944
 CS2230_PROJECTION: FLUSH
 CS2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2230+STABILITY: SURFACE MOTION
 CS2230
 CS2230  HISTORY     - Date     Condition        Report By
 CS2230  HISTORY     - 1944     MONUMENTED       CGS
 CS2230  HISTORY     - 1952     GOOD             CGS
 CS2230  HISTORY     - 1952     GOOD             NGS
 CS2230  HISTORY     - 1959     GOOD             USGS
 CS2230
 CS2230                          STATION DESCRIPTION
 CS2230
 CS2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS2230'STATION IS LOCATED ABOUT 1.5 MILES S OF NEMO, 6.0 MILES
 CS2230'E OF GLEN ROSE, 0.1 MILE SW OF THE OLD BUCK CREEK SCHOOL,
 CS2230'ON THE HIGH POINT OF A RIDGE BETWEEN BUCK CREEK AND THE
 CS2230'BRAZOS RIVER, AND ON LAND OWNED BY J.T. ARMSTRONG, WHO LIVES
 CS2230'ABOUT 0.15 MILE SE OF THE STATION.
 CS2230'
 CS2230'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CS2230'CONCRETE POST.  IT IS STAMPED BUCK 1944 AND PROJECTS ABOUT 4
 CS2230'INCHES.
 CS2230'
 CS2230'REFERENCE MARK 1 IS NE OF THE STATION, ON THE NE SLOPE OF THE
 CS2230'RIDGE.  IT IS A BRONZE REFERENCE DISK SET IN 2- BY 4-FOOT
 CS2230'BEDROCK, STAMPED BUCK NO 1 1944, AND PROJECTS ABOUT 3 INCHES.
 CS2230'
 CS2230'REFERENCE MARK 2 IS W OF THE STATION, ON THE W SLOPE OF THE
 CS2230'RIDGE.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 CS2230'A CONCRETE POST, STAMPED BUCK NO 2 1944, AND PROJECTS ABOUT
 CS2230'4 INCHES.
 CS2230'
 CS2230'AZIMUTH MARK IS ABOUT 0.85 MILE NE OF THE STATION, 75 FEET
 CS2230'S OF THE CENTER LINE OF THE GRADED DIRT ROAD, 50 FEET S OF
 CS2230'THE E-W FENCE LINE, AND ABOUT 125 FEET E OF A T-ROAD.  IT IS A
 CS2230'BRONZE AZIMUTH DISK SET IN BEDROCK, STAMPED BUCK 1944, AND
 CS2230'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 CS2230'
 CS2230'TO REACH THE STATION FROM THE POST OFFICE AND SERVICE STATION
 CS2230'IN NEMO, GO E ON U.S. HIGHWAY 67 FOR 0.1 MILE TO A SIDE
 CS2230'ROAD RIGHT.  TURN RIGHT AND FOLLOW MAIN-TRAVELED GRADED
 CS2230'DIRT ROAD IN A SSW DIRECTION FOR 1.7 MILES TO A CATTLE GUARD
 CS2230'ON THE RIGHT, TURN RIGHT, PASS THROUGH CATTLE GUARD FOR ABOUT
 CS2230'100 FEET TO A DIM ROAD RIGHT.  TURN RIGHT ON DIM ROAD IN
 CS2230'A N DIRECTION FOR ABOUT 0.05 MILE TO THE TOP OF THE RIDGE
 CS2230'AND STATION.
 CS2230'
 CS2230'TO REACH AZIMUTH MARK FROM THE STATION, GO BACK TO CATTLE
 CS2230'GUARD, TURN LEFT AND FOLLOW GRADED DIRT ROAD NE FOR 0.95
 CS2230'MILE TO THE MARK ON THE RIGHT IN PASTURE FIELD.
 CS2230'
 CS2230'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 CS2230'
 CS2230'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CS2230
 CS2230                          STATION RECOVERY (1952)
 CS2230
 CS2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (BHR)
 CS2230'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS2230'DESCRIBED.
 CS2230
 CS2230                          STATION RECOVERY (1952)
 CS2230
 CS2230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS2230'09.5 MI E FROM GLEN ROSE.
 CS2230'ABOUT 5 1/2 MILES AIRLINE DUE EAST OF GLEN ROSE, ON A PROMINENT
 CS2230'PASTURE HILL, 190 YARDS NORTHEAST OF A T ROAD INTERSECTION.  A
 CS2230'TRIANGULATION STATION DISK IN A CONCRETE MONUMENT PROJECTING ABOUT 3
 CS2230'INCHES, ON THE HIGHEST POINT OF THE HILL.  NOTE-- TO REACH FROM GLEN
 CS2230'ROSE.  GO NORTH EAST ON HIGHWAY NO. 67, 03.9 MILES.  THEN TURN RIGHT
 CS2230'AND GO SOUTH EAST ON STATE ROAD NO. 200, 04.0 MILES TO THE JUNCTION
 CS2230'WITH NO. 199 ABOUT 0.2 MILE EAST OF NEMO STORE.  TURN RIGHT AND GO
 CS2230'SOUTH WEST ON 199, 01.6 MILES TO THE T ROAD JUNCTION AND THE MARK AS
 CS2230'DESCRIBED.
 CS2230
 CS2230                          STATION RECOVERY (1959)
 CS2230
 CS2230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS2230'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32097-3, STATION 1004.
 CS2230'RECOVERED BY USGS IN 1959.
 CS2230'STATION MARK--STANDARD USC AND GS DISK IN CONCRETE POST, PROJECTING
 CS2230'ABOUT 0.3 FT., STAMPED---BUCK 1944---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0963 ***********************************************************************
 CT0963  DESIGNATION -  BUCK
 CT0963  PID         -  CT0963
 CT0963  STATE/COUNTY-  TX/CALLAHAN
 CT0963  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0963
 CT0963                         *CURRENT SURVEY CONTROL
 CT0963  ___________________________________________________________________
 CT0963* NAD 83(1993)-  32 25 13.31781(N)    099 32 37.95147(W)     ADJUSTED  
 CT0963* NAVD 88     -       611.332  (meters)    2005.68   (feet)  ADJUSTED  
 CT0963  ___________________________________________________________________
 CT0963  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 CT0963  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CT0963  DYNAMIC HT  -         610.532 (meters)    2003.05  (feet)  COMP
 CT0963  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 CT0963
 CT0963  HORZ ORDER  -  THIRD
 CT0963  VERT ORDER  -  FIRST     CLASS II
 CT0963
 CT0963.The horizontal coordinates were established by classical geodetic methods
 CT0963.and adjusted by the National Geodetic Survey in February 1996..
 CT0963
 CT0963.The orthometric height was determined by differential leveling
 CT0963.and adjusted by the National Geodetic Survey in June 1991..
 CT0963
 CT0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0963
 CT0963.The geoid height was determined by GEOID03.
 CT0963
 CT0963.The dynamic height is computed by dividing the NAVD 88
 CT0963.geopotential number by the normal gravity value computed on the
 CT0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0963.degrees latitude (g = 980.6199 gals.).
 CT0963
 CT0963.The modeled gravity was interpolated from observed gravity values.
 CT0963
 CT0963;                    North         East     Units Scale Factor Converg.
 CT0963;SPC TXNC     - 2,084,066.455   501,821.824   MT  0.99993288   -0 34 09.6
 CT0963;SPC TXNC     - 6,837,474.69  1,646,393.77   sFT  0.99993288   -0 34 09.6
 CT0963;UTM  14      - 3,587,161.771   448,863.493   MT  0.99963225   -0 17 29.7
 CT0963
 CT0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0963!SPC TXNC     -   0.99990839  x   0.99993288  =   0.99984128
 CT0963!UTM  14      -   0.99990839  x   0.99963225  =   0.99954067
 CT0963
 CT0963:                Primary Azimuth Mark                     Grid Az
 CT0963:SPC TXNC     -  CLYDE TEX ELEC SERV MICROWAVE            073 31 00.8
 CT0963:UTM  14      -  CLYDE TEX ELEC SERV MICROWAVE            073 14 20.9
 CT0963
 CT0963|---------------------------------------------------------------------|
 CT0963| PID    Reference Object                     Distance      Geod. Az  |
 CT0963|                                                           dddmmss.s |
 CT0963| CT1091 CLYDE TEX ELEC SERV MICROWAVE       APPROX. 4.1 KM 0725651.2 |
 CT0963| CT1087 CLYDE MUN WATER TANK                APPROX. 4.8 KM 1081950.7 |
 CT0963| CX7674 BUCK RM 1                            31.282 METERS 17850     |
 CT0963| CT0962 BUCK AZ MK                                         1805146.3 |
 CT0963| CX7675 BUCK RM 2                            23.714 METERS 25217     |
 CT0963|---------------------------------------------------------------------|
 CT0963
 CT0963                          SUPERSEDED SURVEY CONTROL
 CT0963
 CT0963  NAD 83(1986)-  32 25 13.32352(N)    099 32 37.93902(W) AD(       ) 3
 CT0963  NAD 27      -  32 25 12.87160(N)    099 32 36.64350(W) AD(       ) 3
 CT0963
 CT0963.Superseded values are not recommended for survey control.
 CT0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0963.See file dsdata.txt to determine how the superseded data were derived.
 CT0963
 CT0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4886387162(NAD 83)
 CT0963_MARKER: DS = TRIANGULATION STATION DISK
 CT0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0963_SP_SET: CONCRETE POST
 CT0963_STAMPING: BUCK 1961
 CT0963_MARK LOGO: CGS   
 CT0963_PROJECTION: PROJECTING 5 CENTIMETERS
 CT0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0963+STABILITY: SURFACE MOTION
 CT0963
 CT0963  HISTORY     - Date     Condition        Report By
 CT0963  HISTORY     - 1961     MONUMENTED       CGS
 CT0963  HISTORY     - 1983     GOOD             NGS
 CT0963  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0963
 CT0963                          STATION DESCRIPTION
 CT0963
 CT0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT0963'THE STATION IS APPROXIMATELY 10 MILES EAST OF ABILENE, 4-1/2
 CT0963'MILES NORTHWEST OF CLYDE, 0.05 MILE SOUTH OF U.S. HIGHWAY 80
 CT0963'AND ON PROPERTY OWNED BY MR. LEON KENDERICK.
 CT0963'
 CT0963'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 80 AND
 CT0963'LOOP 322 AT THE EAST EDGE OF ABILENE, GO EAST ON U.S. HIGHWAY
 CT0963'80 FOR 8.5 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT ON
 CT0963'A GRAVEL ROAD AND GO SOUTH FOR 0.05 MILE TO THE STATION ON THE
 CT0963'RIGHT.  (CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.55 MILE TO
 CT0963'THE AZIMUTH MARK ON THE RIGHT 54 FEET WEST OF THE CENTER OF THE
 CT0963'GRAVEL ROAD.)
 CT0963'
 CT0963'STATION MARKS ARE STANDARD DISKS STAMPED BUCK 1961.  THE SURFACE
 CT0963'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 CT0963'THE GROUND.  IT IS 157 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 CT0963'A ROCK HOUSE, 110 FEET SOUTHEAST OF A WELL, 42 FEET WEST OF THE
 CT0963'CENTER OF THE GRAVEL ROAD, 42 FEET SOUTHWEST OF THE SOUTH
 CT0963'GATE POST, 19 FEET WEST OF A FENCE AND 3.7 FEET SOUTH OF A METAL
 CT0963'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 CT0963'OF CONCRETE 38 INCHES BELOW THE SURFACE OF THE GROUND.
 CT0963'
 CT0963'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUCK NO 1 1961,
 CT0963'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CT0963'GROUND.  IT IS 37 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 CT0963'AND 17 FEET WEST OF THE FENCE.
 CT0963'
 CT0963'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BUCK NO 2 1961,
 CT0963'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CT0963'GROUND.  IT IS 111 FEET SOUTHWEST OF THE SOUTH GATE POST AND
 CT0963'97 FEET WEST OF THE FENCE.
 CT0963'
 CT0963'AZIMUTH MARK, A STANDARD DISK STAMPED BUCK 1961, IS SET IN
 CT0963'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 97 FEET
 CT0963'NORTH OF THE NORTH RAIL OF A RAILROAD, 19 FEET WEST OF THE
 CT0963'SOUTHWEST GATE POST, 2.7 FEET WEST OF A METAL WITNESS POST AND
 CT0963'1 FOOT SOUTH OF A FENCE.
 CT0963'
 CT0963'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT0963
 CT0963                          STATION RECOVERY (1983)
 CT0963
 CT0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0963'19.9 KM (12.4 MI) EAST FROM ABILENE.
 CT0963'18.8 KM (11.7 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0963'THE RAILROAD STATION IN ABILENE, THENCE 1.1 KM (0.7 MI) NORTH ALONG A
 CT0963'GRAVELED ROAD, 47.9 METERS (157.1 FT) SOUTHEAST OF THE SOUTHEAST
 CT0963'CORNER OF A ROCK HOUSE, 33.6 METERS (110.2 FT) SOUTHEAST OF A CONCRETE
 CT0963'WELL, 12.9 METERS (42.3 FT) SOUTHWEST OF A GATE POST, 12.8 METERS
 CT0963'(42.0 FT) WEST OF THE CENTER OF THE ROAD AND 5.8 METERS (19.0 FT) WEST
 CT0963'OF A FENCE.
 CT0963'THE MARK IS 1.2 METERS  S FROM A WITNESS POST.
 CT0963'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CT0963
 CT0963                          STATION RECOVERY (2001)
 CT0963
 CT0963'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0636 ***********************************************************************
 AO0636  DESIGNATION -  BUCK
 AO0636  PID         -  AO0636
 AO0636  STATE/COUNTY-  TX/MCMULLEN
 AO0636  USGS QUAD   -  PERTLE CREEK (1969)
 AO0636
 AO0636                         *CURRENT SURVEY CONTROL
 AO0636  ___________________________________________________________________
 AO0636* NAD 83(1993)-  28 34 06.82387(N)    098 42 38.57221(W)     ADJUSTED  
 AO0636* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 AO0636  ___________________________________________________________________
 AO0636  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AO0636  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AO0636
 AO0636  HORZ ORDER  -  THIRD
 AO0636
 AO0636.The horizontal coordinates were established by classical geodetic methods
 AO0636.and adjusted by the National Geodetic Survey in February 1996..
 AO0636
 AO0636.The orthometric height was scaled from a topographic map.
 AO0636
 AO0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0636
 AO0636.The geoid height was determined by GEOID03.
 AO0636
 AO0636;                    North         East     Units Scale Factor Converg.
 AO0636;SPC TXSC     - 4,081,520.279   628,302.526   MT  0.99995199   +0 08 30.2
 AO0636;SPC TXSC     -13,390,787.78  2,061,355.87   sFT  0.99995199   +0 08 30.2
 AO0636;UTM  14      - 3,160,221.690   528,292.658   MT  0.99960988   +0 08 18.0
 AO0636
 AO0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0636!SPC TXSC     -   0.99998389  x   0.99995199  =   0.99993588
 AO0636!UTM  14      -   0.99998389  x   0.99960988  =   0.99959377
 AO0636
 AO0636|---------------------------------------------------------------------|
 AO0636| PID    Reference Object                     Distance      Geod. Az  |
 AO0636|                                                           dddmmss.s |
 AO0636| CV4380 BUCK RM 1                            16.330 METERS 00922     |
 AO0636| CV4381 BUCK RM 2                            16.729 METERS 25351     |
 AO0636| CV4379 BUCK AZ MK                                         2724714.7 |
 AO0636|---------------------------------------------------------------------|
 AO0636
 AO0636                          SUPERSEDED SURVEY CONTROL
 AO0636
 AO0636  NAD 83(1986)-  28 34 06.82739(N)    098 42 38.54908(W) AD(       ) 3
 AO0636  NAD 27      -  28 34 05.87300(N)    098 42 37.46500(W) AD(       ) 3
 AO0636
 AO0636.Superseded values are not recommended for survey control.
 AO0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0636.See file dsdata.txt to determine how the superseded data were derived.
 AO0636
 AO0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS2829360222(NAD 83)
 AO0636_MARKER: DS = TRIANGULATION STATION DISK
 AO0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0636+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2001
 AO0636
 AO0636  HISTORY     - Date     Condition        Report By
 AO0636  HISTORY     - 1953     MONUMENTED       CGS
 AO0636  HISTORY     - 20010213 GOOD             FRONT
 AO0636
 AO0636                          STATION DESCRIPTION
 AO0636
 AO0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0636'THE STATION IS LOCATED ABOUT 12.0 MILES NORTHWEST OF TILDEN,
 AO0636'8.0 MILES NORTHEAST OF FOWLERTON, AND 4.5 MILES EAST OF STATE
 AO0636'HIGHWAY 97.
 AO0636'
 AO0636'TO REACH THE STATION FROM FOWLERTON, GO NORTH ON STATE HIGHWAY
 AO0636'97 FOR 2.5 MILES TO JUNCTION OF FARM ROAD 63, CONTINUE NORTH
 AO0636'ON HIGHWAY 97 FOR 4.45 MILES TO ZELLA HOTEL ON LEFT, WEST
 AO0636'SIDE OF ROAD, CONTINUE NORTH ON HIGHWAY 97 FOR 0.65 MILES TO
 AO0636'SIDE ROAD RIGHT JUST AFTER CROSSING CATTLE GUARD.  TURN RIGHT
 AO0636'AND GO EAST ON GRADED DIRT ROAD FOR 3.4 MILES TO FORK IN ROAD
 AO0636'AND RANCH BUILDINGS ON LEFT, NORTH SIDE OF ROAD, TAKE RIGHT FORK
 AO0636'AND CONTINUE SOUTH AND EAST ON MAIN TRAVELED ROAD FOR 1.2
 AO0636'MILES AND AZIMUTH MARK ON LEFT, NORTH SIDE OF ROAD, CONTINUE EAST
 AO0636'FOR 0.4 MILES TO STATION SITE ON RIGHT, SOUTH, SIDE OF
 AO0636'ROAD.
 AO0636'
 AO0636'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED BUCK 1953
 AO0636'AND PROJECTS 5 INCHES.  THE MARK IS 98 FEET SOUTH OF THE
 AO0636'CENTERLINE OF MAIN TRAVELED ROAD, 22 FEET EAST OF THE CENTERLINE
 AO0636'OF DIM TRACK ROAD, 7 FEET SOUTHWEST OF WITNESS POST.
 AO0636'
 AO0636'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK STAMPED BUCK
 AO0636'NO. 1 1953 AND PROJECTS 4 INCHES.  THE MARK IS 44 FEET SOUTH
 AO0636'OF THE CENTERLINE OF MAIN TRAVELED ROAD, AND 26 FEET EAST
 AO0636'OF THE CENTERLINE OF DIM TRACK ROAD.
 AO0636'
 AO0636'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK STAMPED BUCK
 AO0636'NO. 2 1953 AND PROJECTS 3 INCHES.  THE MARK IS 113 FEET SOUTH
 AO0636'OF THE CENTERLINE OF MAIN TRAVELED ROAD, AND 28 FEET WEST OF
 AO0636'THE CENTERLINE OF DIM TRACK ROAD.
 AO0636'
 AO0636'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED BUCK 1953
 AO0636'AND PROJECTS 5 INCHES.  THE MARK IS 27 FEET NORTH OF THE
 AO0636'CENTERLINE OF THE MAIN TRAVELED ROAD, 148 FEET EAST OF A
 AO0636'TELEPHONE POLE, AND 3 FEET SOUTH OF WITNESS POST.
 AO0636'
 AO0636'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON MAIN
 AO0636'TRAVELED ROAD FOR 0.4 MILE TO AZIMUTH MARK ON RIGHT, NORTH
 AO0636'SIDE OF ROAD AS DESCRIBED ABOVE.
 AO0636'
 AO0636'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AO0636
 AO0636                          STATION RECOVERY (2001)
 AO0636
 AO0636'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2001 (JLM)
 AO0636'RM1 DESTROYED
 AO0636'RM 2 NOT SEARCHED FOR
 AO0636'AZ MK NOT FOUND
 AO0636' 
 AO0636'STATION OBSERVED VISUALLY FROM ROAD, GAME FENCE RESTRICTS ACCESS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0657 ***********************************************************************
 EN0657  CBN         -  This is a Cooperative Base Network Control Station.
 EN0657  DESIGNATION -  BUCK
 EN0657  PID         -  EN0657
 EN0657  STATE/COUNTY-  TX/CHILDRESS
 EN0657  USGS QUAD   -  LOCO (1984)
 EN0657
 EN0657                         *CURRENT SURVEY CONTROL
 EN0657  ___________________________________________________________________
 EN0657* NAD 83(1993)-  34 38 15.45976(N)    100 11 21.63657(W)     ADJUSTED  
 EN0657* NAVD 88     -       562.9    (meters)    1847.     (feet)  GPS OBS   
 EN0657  ___________________________________________________________________
 EN0657  X           -    -929,409.728 (meters)                     COMP
 EN0657  Y           -  -5,170,960.154 (meters)                     COMP
 EN0657  Z           -   3,605,167.767 (meters)                     COMP
 EN0657  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 EN0657  ELLIP HEIGHT-         534.76  (meters)          (10/24/00) GPS OBS
 EN0657  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EN0657
 EN0657  HORZ ORDER  -  B
 EN0657  ELLP ORDER  -  FOURTH    CLASS II
 EN0657
 EN0657.The horizontal coordinates were established by GPS observations
 EN0657.and adjusted by the National Geodetic Survey in May 1994..
 EN0657
 EN0657.The orthometric height was determined by GPS observations and a
 EN0657.high-resolution geoid model.
 EN0657
 EN0657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EN0657
 EN0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0657
 EN0657.The ellipsoidal height was determined by GPS observations
 EN0657.and is referenced to NAD 83.
 EN0657
 EN0657.The geoid height was determined by GEOID03.
 EN0657
 EN0657;                    North         East     Units Scale Factor Converg.
 EN0657;SPC TX N     - 1,071,534.378   320,169.336   MT  1.00000289   +0 45 34.5
 EN0657;SPC TX N     - 3,515,525.71  1,050,422.23   sFT  1.00000289   +0 45 34.5
 EN0657;UTM  14      - 3,833,501.679   390,991.361   MT  0.99974646   -0 40 33.9
 EN0657
 EN0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0657!SPC TX N     -   0.99991606  x   1.00000289  =   0.99991895
 EN0657!UTM  14      -   0.99991606  x   0.99974646  =   0.99966255
 EN0657
 EN0657:                Primary Azimuth Mark                     Grid Az
 EN0657:SPC TX N     -  WELLINGTON ATT MICROWAVE MAST            003 59 06.6
 EN0657:UTM  14      -  WELLINGTON ATT MICROWAVE MAST            005 25 15.0
 EN0657
 EN0657|---------------------------------------------------------------------|
 EN0657| PID    Reference Object                     Distance      Geod. Az  |
 EN0657|                                                           dddmmss.s |
 EN0657| EN0639 WELLINGTON ATT MICROWAVE MAST       APPROX.17.0 KM 0044441.1 |
 EN0657| CX7672 BUCK RM 1                            38.076 METERS 05339     |
 EN0657| CX7671 BUCK AZ MK                                         1785441.0 |
 EN0657| CX7673 BUCK RM 2                            41.145 METERS 25441     |
 EN0657|---------------------------------------------------------------------|
 EN0657
 EN0657                          SUPERSEDED SURVEY CONTROL
 EN0657
 EN0657  ELLIP H (05/09/94)  534.77   (m)                       GP(       ) 4 2
 EN0657  NAD 83(1986)-  34 38 15.46507(N)    100 11 21.62894(W) AD(       ) 1
 EN0657  NAD 27      -  34 38 15.25300(N)    100 11 20.21400(W) AD(       ) 1
 EN0657  NGVD 29 (07/19/86)  562.63   (m)         1845.9    (f) LEVELING    3  
 EN0657
 EN0657.Superseded values are not recommended for survey control.
 EN0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0657.See file dsdata.txt to determine how the superseded data were derived.
 EN0657
 EN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9099133502(NAD 83)
 EN0657_MARKER: DS = TRIANGULATION STATION DISK
 EN0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0657_SP_SET: CONCRETE POST
 EN0657_STAMPING: BUCK 1935
 EN0657_MARK LOGO: CGS   
 EN0657_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0657+STABILITY: SURFACE MOTION
 EN0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0657+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1993
 EN0657
 EN0657  HISTORY     - Date     Condition        Report By
 EN0657  HISTORY     - 1935     MONUMENTED       CGS
 EN0657  HISTORY     - 1935     GOOD             CGS
 EN0657  HISTORY     - 1943     GOOD             CGS
 EN0657  HISTORY     - 1956     GOOD             CGS
 EN0657  HISTORY     - 1958     GOOD             CGS
 EN0657  HISTORY     - 1961     GOOD             CGS
 EN0657  HISTORY     - 1967     GOOD             CGS
 EN0657  HISTORY     - 1973     GOOD             USAF
 EN0657  HISTORY     - 19930224 GOOD             NGS
 EN0657
 EN0657                          STATION DESCRIPTION
 EN0657
 EN0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0657'STATION IS ON TOP OF A GRADE ON U.S. HIGHWAY 83, 1-1/2 MILES
 EN0657'S OF ROAD LEADING TO STATION SMITH.  IT IS ON THE HIGHEST
 EN0657'POINT BETWEEN THE PRAIRIE DOG TOWN FORK OF THE RED RIVER AND
 EN0657'BUCK CREEK BEING 4-1/2 MILES N OF THE LATTER.
 EN0657'
 EN0657'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0657'BRONZE DISKS SET IN CONCRETE.
 EN0657'
 EN0657'REFERENCE MARK NO. 1 IS SET IN N-S RIGHT-OF-WAY FENCE LINE
 EN0657'ON E SIDE OF U.S. HIGHWAY 83.
 EN0657'
 EN0657'REFERENCE MARK NO. 2 IS SET IN PASTURE.
 EN0657'
 EN0657'AZIMUTH MARK IS REACHED FROM STATION BY GOING S ON U.S. HIGHWAY
 EN0657'83, FOR 1.0 MILE.  MARK IS SET IN E RIGHT-OF-WAY FENCE LINE
 EN0657'50 FEET E OF CENTER LINE OF HIGHWAY.
 EN0657'
 EN0657'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 83
 EN0657'AND 370 AT THE W SIDE OF CHILDRESS BY GOING 13.8 MILES N
 EN0657'ON U.S. HIGHWAY 83 AND STATION SET IN W RIGHT-OF-WAY FENCE,
 EN0657'50 FEET W OF CENTER LINE OF HIGHWAY.
 EN0657'
 EN0657'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 EN0657
 EN0657                          STATION RECOVERY (1935)
 EN0657
 EN0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 EN0657'RECOVERED IN GOOD CONDITION.
 EN0657
 EN0657                          STATION RECOVERY (1943)
 EN0657
 EN0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 EN0657'ORIGINAL DESCRIPTION ADEQUATE.  ALL MARKS IN GOOD CONDITION.
 EN0657
 EN0657                          STATION RECOVERY (1956)
 EN0657
 EN0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CHB)
 EN0657'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 EN0657'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO THE
 EN0657'STATION SITE ARE CORRECT.
 EN0657
 EN0657                          STATION RECOVERY (1958)
 EN0657
 EN0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 EN0657'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EN0657'CONDITION.
 EN0657'
 EN0657'THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE.
 EN0657
 EN0657                          STATION RECOVERY (1961)
 EN0657
 EN0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JRM)
 EN0657'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 EN0657'AS DESCRIBED.  U.S. 370 IS NOW U.S. 287.  DIRECTIONS FOR
 EN0657'PROCEEDING TO STATION SITE ARE CORRECT.
 EN0657
 EN0657                          STATION RECOVERY (1967)
 EN0657
 EN0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0657'THE STATION AND ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 EN0657'WERE FOUND TO BE IN GOOD CONDITION.  A WITNESS POST WAS SET 2.4 FEET
 EN0657'SOUTH OF THE STATION MARK AND ANOTHER WITNESS POST WAS SET 1.3 FEET
 EN0657'SOUTHWEST OF THE AZIMUTH MARK.  THE DISTANCE BETWEEN THE REFERENCE
 EN0657'MARKS WAS NOT MEASURED DUE TO OBSTRUCTIONS.
 EN0657'
 EN0657'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13-1/2 MILES NORTH
 EN0657'OF CHILDRESS.
 EN0657
 EN0657                          STATION RECOVERY (1973)
 EN0657
 EN0657'RECOVERY NOTE BY US AIR FORCE 1973
 EN0657'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 EN0657'CONDITION AS DESCRIBED.  THE ROUTE DESCRIPTION IS ADEQUATE.
 EN0657'THE AZIMUTH MARK WAS ALSO RECOVERED AND FOUND TO BE IN GOOD
 EN0657'CONDITION.  THE ROUTE DESCRIPTION TO THE AZIMUTH MARK IS ALSO
 EN0657'ADEQUATE.
 EN0657
 EN0657                          STATION RECOVERY (1993)
 EN0657
 EN0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EN0657'STATION IS LOCATED ABOUT 23 KM (14.30 MI) NORTH OF CHILDRESS, 22 KM
 EN0657'(13.65 MI) SOUTH OF WELLINGTON, ALONG US HIGHWAYS 62 AND 83, 3.3 KM
 EN0657'(2.05 MI) SOUTH OF THE JUNCTION OF HIGHWAYS 62 AND 83, ON THE
 EN0657'RIGHT-OF-WAY, AT MILE 493.95, ACROSS THE HIGHWAY FROM A RANGE
 EN0657'ENTRANCE WITH OLD UTILITY POLES FOR GATE POSTS.  OWNERSHIP--TEXAS
 EN0657'DEPARTMENT OF TRANSPORTATION.
 EN0657'TO REACH FROM THE JUNCTION OF US HIGHWAYS 62, 83 AND 287 ON THE WEST
 EN0657'SIDE OF CHILDRESS, GO NORTH ON HIGHWAYS 62 AND 83 FOR 14.86 KM
 EN0657'(9.25 MI) TO THE SOUTH END OF THE BRIDGE OVER THE PRAIRIE DOG TOWN
 EN0657'FORK OF THE RED RIVER.  CONTINUE AHEAD FOR 6.22 KM (3.85 MI) TO A
 EN0657'DIRT ROAD LEFT LEADING TO A GRAVEL PIT.  CONTINUE AHEAD FOR 0.53 KM
 EN0657'(0.30 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.79
 EN0657'KM (0.50 MI) TO A DIRT ROAD LEFT TO THE ROCKING T RANCH.  CONTINUE
 EN0657'AHEAD FOR 0.85 KM (0.50 MI) TO HIGH GROUND AND STATION ON THE LEFT.
 EN0657'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 EN0657'PROJECTING 10 CM ABOVE GROUND.  IT IS PARTIALLY UNDER THE
 EN0657'RIGHT-OF-WAY FENCE, 0.1 M (0.3 FT) EAST OF THE FENCE, 15.4 M
 EN0657'(50.5 FT) WEST OF, AND SLIGHTLY HIGHER THAN THE HIGHWAY CENTER, 0.7 M
 EN0657'(2.3 FT) NORTH OF A METAL WITNESS POST, AND 4 M (13.1 FT) SOUTH OF
 EN0657'THE EXTENDED CENTER OF THE RANGE ENTRANCE ACROSS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0962 ***********************************************************************
 CT0962  DESIGNATION -  BUCK AZ MK
 CT0962  PID         -  CT0962
 CT0962  STATE/COUNTY-  TX/CALLAHAN
 CT0962  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0962
 CT0962                         *CURRENT SURVEY CONTROL
 CT0962  ___________________________________________________________________
 CT0962* NAD 83(1986)-  32 24 36.     (N)    099 32 39.     (W)     SCALED    
 CT0962* NAVD 88     -       612.268  (meters)    2008.75   (feet)  ADJUSTED  
 CT0962  ___________________________________________________________________
 CT0962  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CT0962  DYNAMIC HT  -         611.466 (meters)    2006.12  (feet)  COMP
 CT0962  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 CT0962
 CT0962  VERT ORDER  -  FIRST     CLASS II
 CT0962
 CT0962.The horizontal coordinates were scaled from a topographic map and have
 CT0962.an estimated accuracy of +/- 6 seconds.
 CT0962
 CT0962.The orthometric height was determined by differential leveling
 CT0962.and adjusted by the National Geodetic Survey in June 1991..
 CT0962
 CT0962.The geoid height was determined by GEOID03.
 CT0962
 CT0962.The dynamic height is computed by dividing the NAVD 88
 CT0962.geopotential number by the normal gravity value computed on the
 CT0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0962.degrees latitude (g = 980.6199 gals.).
 CT0962
 CT0962.The modeled gravity was interpolated from observed gravity values.
 CT0962
 CT0962;                    North         East    Units  Estimated Accuracy
 CT0962;SPC TXNC     - 2,082,920.      501,780.      MT  (+/- 180 meters Scaled)
 CT0962
 CT0962                          SUPERSEDED SURVEY CONTROL
 CT0962
 CT0962.No superseded survey control is available for this station.
 CT0962
 CT0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA488860(NAD 83)
 CT0962_MARKER: DZ = AZIMUTH MARK DISK
 CT0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0962_SP_SET: CONCRETE POST
 CT0962_STAMPING: BUCK 1961
 CT0962_MARK LOGO: CGS   
 CT0962_PROJECTION: PROJECTING 5 CENTIMETERS
 CT0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0962+STABILITY: SURFACE MOTION
 CT0962
 CT0962  HISTORY     - Date     Condition        Report By
 CT0962  HISTORY     - 1961     MONUMENTED       CGS
 CT0962  HISTORY     - 1983     GOOD             NGS
 CT0962  HISTORY     - 20011013 GOOD             USPSQD
 CT0962
 CT0962                          STATION DESCRIPTION
 CT0962
 CT0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0962'18.8 KM (11.7 MI) EAST FROM ABILENE.
 CT0962'18.8 KM (11.7 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0962'THE RAILROAD STATION IN ABILENE, IN THE NORTHWEST ANGLE OF A GRAVELED
 CT0962'CROSSROAD, 65.8 METERS (215.9 FT) WEST-NORTHWEST OF MILEPOST 395, 29.6
 CT0962'METERS (97.1 FT) NORTH OF THE NEAR RAIL, 13.9 METERS (45.6 FT) WEST OF
 CT0962'THE CENTER OF A GRAVELED ROAD, 5.8 METERS (19.0 FT) WEST OF A GATE
 CT0962'POST AND 0.3 METER (1.0 FT) SOUTH OF A FENCE.
 CT0962'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 CT0962'THE MARK IS 0.3 M ABOVE THE TRACKS.
 CT0962
 CT0962                          STATION RECOVERY (2001)
 CT0962
 CT0962'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2229 ***********************************************************************
 CS2229  DESIGNATION -  BUCK AZ MK
 CS2229  PID         -  CS2229
 CS2229  STATE/COUNTY-  TX/SOMERVELL
 CS2229  USGS QUAD   -  NEMO (1979)
 CS2229
 CS2229                         *CURRENT SURVEY CONTROL
 CS2229  ___________________________________________________________________
 CS2229* NAD 83(1986)-  32 15 04.     (N)    097 39 00.     (W)     SCALED    
 CS2229* NAVD 88     -       238.419  (meters)     782.21   (feet)  ADJUSTED  
 CS2229  ___________________________________________________________________
 CS2229  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS2229  DYNAMIC HT  -         238.128 (meters)     781.26  (feet)  COMP
 CS2229  MODELED GRAV-     979,411.4   (mgal)                       NAVD 88
 CS2229
 CS2229  VERT ORDER  -  SECOND    CLASS 0
 CS2229
 CS2229.The horizontal coordinates were scaled from a topographic map and have
 CS2229.an estimated accuracy of +/- 6 seconds.
 CS2229
 CS2229.The orthometric height was determined by differential leveling
 CS2229.and adjusted by the National Geodetic Survey in June 1991..
 CS2229
 CS2229.The geoid height was determined by GEOID03.
 CS2229
 CS2229.The dynamic height is computed by dividing the NAVD 88
 CS2229.geopotential number by the normal gravity value computed on the
 CS2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2229.degrees latitude (g = 980.6199 gals.).
 CS2229
 CS2229.The modeled gravity was interpolated from observed gravity values.
 CS2229
 CS2229;                    North         East    Units  Estimated Accuracy
 CS2229;SPC TXNC     - 2,065,130.      680,100.      MT  (+/- 180 meters Scaled)
 CS2229
 CS2229                          SUPERSEDED SURVEY CONTROL
 CS2229
 CS2229  NGVD 29 (??/??/92)  238.387  (m)          782.11   (f) ADJ UNCH    2 0
 CS2229
 CS2229.Superseded values are not recommended for survey control.
 CS2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2229.See file dsdata.txt to determine how the superseded data were derived.
 CS2229
 CS2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA271690(NAD 83)
 CS2229_MARKER: DZ = AZIMUTH MARK DISK
 CS2229_SETTING: 66 = SET IN ROCK OUTCROP
 CS2229_SP_SET: BEDROCK
 CS2229_STAMPING: BUCK 1944
 CS2229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2229+STABILITY: POSITION/ELEVATION WELL
 CS2229
 CS2229  HISTORY     - Date     Condition        Report By
 CS2229  HISTORY     - 1944     MONUMENTED       CGS
 CS2229  HISTORY     - 1952     GOOD             NGS
 CS2229  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS2229  HISTORY     - 20041023 GOOD             USPSQD
 CS2229
 CS2229                          STATION DESCRIPTION
 CS2229
 CS2229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2229'9 MI E FROM GLEN ROSE.
 CS2229'ABOUT 6 MILES EAST AIRLINE FROM GLEN ROSE, ALONG THE SOUTHEAST SIDE OF
 CS2229'STATE ROAD NO. 199, AND 127 FEET EAST OF THE INTERSECTION OF A T ROAD
 CS2229'SOUTH, 77 FEET SOUTHEAST OF THE CENTERLINE OF NO. 199 AND 30 FEET
 CS2229'SOUTH EAST OF THE SOUTH EAST RIGHT-OF-WAY FENCE, A STANDARD AZIMUTH
 CS2229'DISK SET IN OUTCROP BEDROCK.  NOTE-- TO REACH FROM GLEN ROSE. GO NORTH
 CS2229'EAST ON HIGHWAY NO. 67, 03.9 MILES.  THEN TURN RIGHT AND FOLLOW STATE
 CS2229'ROAD NO. 200 SOUTH EAST 4.0 MILES TO THE JUNCTION WITH STATE ROAD NO.
 CS2229'199 WHICH IS ABOUT 0.2 MILE EAST OF NEMO STORE.  TURN RIGHT AND GO
 CS2229'SOUTH ON NO. 199, 0.7 MILE TO THE JUNCTION OF THE T ROAD TO THE LEFT
 CS2229'AND THE MARK AS DESCRIBED.
 CS2229
 CS2229                          STATION RECOVERY (1999)
 CS2229
 CS2229'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2229'MARK NOT FOUND.
 CS2229
 CS2229                          STATION RECOVERY (2004)
 CS2229
 CS2229'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 CS2229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2232 ***********************************************************************
 CS2232  DESIGNATION -  BUCK RM 1
 CS2232  PID         -  CS2232
 CS2232  STATE/COUNTY-  TX/SOMERVELL
 CS2232  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS2232
 CS2232                         *CURRENT SURVEY CONTROL
 CS2232  ___________________________________________________________________
 CS2232* NAD 83(1986)-  32 14 39.     (N)    097 39 42.     (W)     SCALED    
 CS2232* NAVD 88     -       254.151  (meters)     833.83   (feet)  ADJUSTED  
 CS2232  ___________________________________________________________________
 CS2232  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS2232  DYNAMIC HT  -         253.841 (meters)     832.81  (feet)  COMP
 CS2232  MODELED GRAV-     979,411.2   (mgal)                       NAVD 88
 CS2232
 CS2232  VERT ORDER  -  SECOND    CLASS 0
 CS2232
 CS2232.The horizontal coordinates were scaled from a topographic map and have
 CS2232.an estimated accuracy of +/- 6 seconds.
 CS2232
 CS2232.The orthometric height was determined by differential leveling
 CS2232.and adjusted by the National Geodetic Survey in June 1991..
 CS2232
 CS2232.The geoid height was determined by GEOID03.
 CS2232
 CS2232.The dynamic height is computed by dividing the NAVD 88
 CS2232.geopotential number by the normal gravity value computed on the
 CS2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2232.degrees latitude (g = 980.6199 gals.).
 CS2232
 CS2232.The modeled gravity was interpolated from observed gravity values.
 CS2232
 CS2232;                    North         East    Units  Estimated Accuracy
 CS2232;SPC TXNC     - 2,064,360.      679,000.      MT  (+/- 180 meters Scaled)
 CS2232
 CS2232                          SUPERSEDED SURVEY CONTROL
 CS2232
 CS2232  NGVD 29 (??/??/92)  254.118  (m)          833.72   (f) ADJ UNCH    2 0
 CS2232
 CS2232.Superseded values are not recommended for survey control.
 CS2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2232.See file dsdata.txt to determine how the superseded data were derived.
 CS2232
 CS2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA260682(NAD 83)
 CS2232_MARKER: DR = REFERENCE MARK DISK
 CS2232_SETTING: 66 = SET IN ROCK OUTCROP
 CS2232_SP_SET: ROCK OUTCROP
 CS2232_STAMPING: BUCK NO 1 1944
 CS2232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2232+STABILITY: POSITION/ELEVATION WELL
 CS2232
 CS2232  HISTORY     - Date     Condition        Report By
 CS2232  HISTORY     - 1944     MONUMENTED       CGS
 CS2232  HISTORY     - 1952     GOOD             NGS
 CS2232
 CS2232                          STATION DESCRIPTION
 CS2232
 CS2232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2232'9.5 MI E FROM GLEN ROSE.
 CS2232'ABOUT 5 1/2 MILES AIRLINE DUE EAST OF GLEN ROSE, ON A PROMINENT
 CS2232'PASTURE HILL, 190 YARDS NORTHEAST OF A T ROAD INTERSECTION.  A
 CS2232'TRIANGULATION REFERENCE DISK SET IN THE TOP OF A SMALL OUTCROP ROCK,
 CS2232'ABOUT 78.7 FEET NORTHEAST OF STATION BUCK.  NOTE-- TO REACH FROM GLEN
 CS2232'ROSE.  GO NORTH EAST ON HIGHWAY NO. 67, 03.9 MILES.  THEN TURN RIGHT
 CS2232'AND FOLLOW STATE ROAD NO. 200 SOUTH EAST 04.0 MILES TO THE JUNCTION
 CS2232'WITH NO. 199 ABOUT 00.2 MILE EAST OF NEMO STORE.  TURN RIGHT AND GO
 CS2232'SOUTH AND SOUTHWEST ON NO. 199, 01.6 MILES TO THE T ROAD JUNCTION AND
 CS2232'THE MARK TO THE NORTHEAST AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2231 ***********************************************************************
 CS2231  DESIGNATION -  BUCK RM 2
 CS2231  PID         -  CS2231
 CS2231  STATE/COUNTY-  TX/SOMERVELL
 CS2231  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS2231
 CS2231                         *CURRENT SURVEY CONTROL
 CS2231  ___________________________________________________________________
 CS2231* NAD 83(1986)-  32 14 39.     (N)    097 39 42.     (W)     SCALED    
 CS2231* NAVD 88     -       254.115  (meters)     833.71   (feet)  ADJUSTED  
 CS2231  ___________________________________________________________________
 CS2231  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS2231  DYNAMIC HT  -         253.805 (meters)     832.69  (feet)  COMP
 CS2231  MODELED GRAV-     979,411.2   (mgal)                       NAVD 88
 CS2231
 CS2231  VERT ORDER  -  SECOND    CLASS 0
 CS2231
 CS2231.The horizontal coordinates were scaled from a topographic map and have
 CS2231.an estimated accuracy of +/- 6 seconds.
 CS2231
 CS2231.The orthometric height was determined by differential leveling
 CS2231.and adjusted by the National Geodetic Survey in June 1991..
 CS2231
 CS2231.The geoid height was determined by GEOID03.
 CS2231
 CS2231.The dynamic height is computed by dividing the NAVD 88
 CS2231.geopotential number by the normal gravity value computed on the
 CS2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2231.degrees latitude (g = 980.6199 gals.).
 CS2231
 CS2231.The modeled gravity was interpolated from observed gravity values.
 CS2231
 CS2231;                    North         East    Units  Estimated Accuracy
 CS2231;SPC TXNC     - 2,064,360.      679,000.      MT  (+/- 180 meters Scaled)
 CS2231
 CS2231                          SUPERSEDED SURVEY CONTROL
 CS2231
 CS2231  NGVD 29 (??/??/92)  254.083  (m)          833.60   (f) ADJ UNCH    2 0
 CS2231
 CS2231.Superseded values are not recommended for survey control.
 CS2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2231.See file dsdata.txt to determine how the superseded data were derived.
 CS2231
 CS2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA260682(NAD 83)
 CS2231_MARKER: DR = REFERENCE MARK DISK
 CS2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2231_STAMPING: BUCK NO 2 1944
 CS2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2231+STABILITY: SURFACE MOTION
 CS2231
 CS2231  HISTORY     - Date     Condition        Report By
 CS2231  HISTORY     - 1944     MONUMENTED       CGS
 CS2231  HISTORY     - 1952     GOOD             NGS
 CS2231
 CS2231                          STATION DESCRIPTION
 CS2231
 CS2231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2231'9.5 MI E FROM GLEN ROSE.
 CS2231'ABOUT 5 1/2 MILES AIRLINE DUE EAST OF GLEN ROSE, ON A PROMINENT
 CS2231'PASTURE HILL, 190 YARDS NORTHEAST OF A T ROAD INTERSECTION.  A
 CS2231'TRIANGULATION REFERENCE DISK SET IN A CONCRETE MONUMENT, ABOUT 72.5
 CS2231'FEET WEST OF THE STATION.  NOTE-- TO REACH FROM GLEN ROSE.  GO NORTH
 CS2231'EAST ON HIGHWAY 67, 03.9 MILES.  THEN TURN RIGHT AND FOLLOW STATE ROAD
 CS2231'NO. 200 SOUTHEAST 04.0 MILES TO THE JUNCTION WITH NO. 199 ABOUT 0.2
 CS2231'MILE EAST OF NEMO STORE.  TURN RIGHT HERE AND GO SOUTH AND SOUTHWEST
 CS2231'ON NO. 199, 01.6 MILES TO THE T ROAD JUNCTION AND THE MARK TO THE
 CS2231'NORTHEAST AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1654 ***********************************************************************
 AY1654  DESIGNATION -  BUCKEYE
 AY1654  PID         -  AY1654
 AY1654  STATE/COUNTY-  TX/BEXAR
 AY1654  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1654
 AY1654                         *CURRENT SURVEY CONTROL
 AY1654  ___________________________________________________________________
 AY1654* NAD 83(1993)-  29 27 32.30705(N)    098 31 14.84410(W)     ADJUSTED  
 AY1654* NAVD 88     -       219.662  (meters)     720.67   (feet)  ADJUSTED  
 AY1654  ___________________________________________________________________
 AY1654  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AY1654  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AY1654  DYNAMIC HT  -         219.342 (meters)     719.62  (feet)  COMP
 AY1654  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 AY1654
 AY1654  HORZ ORDER  -  FIRST
 AY1654  VERT ORDER  -  FIRST     CLASS II
 AY1654
 AY1654.The horizontal coordinates were established by classical geodetic methods
 AY1654.and adjusted by the National Geodetic Survey in February 1996..
 AY1654
 AY1654.The orthometric height was determined by differential leveling
 AY1654.and adjusted by the National Geodetic Survey in June 1991..
 AY1654
 AY1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1654
 AY1654.The geoid height was determined by GEOID03.
 AY1654
 AY1654.The dynamic height is computed by dividing the NAVD 88
 AY1654.geopotential number by the normal gravity value computed on the
 AY1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1654.degrees latitude (g = 980.6199 gals.).
 AY1654
 AY1654.The modeled gravity was interpolated from observed gravity values.
 AY1654
 AY1654;                    North         East     Units Scale Factor Converg.
 AY1654;SPC TXSC     - 4,180,259.236   646,479.549   MT  0.99986558   +0 14 05.2
 AY1654;SPC TXSC     -13,714,733.84  2,120,991.65   sFT  0.99986558   +0 14 05.2
 AY1654;UTM  14      - 3,258,933.334   546,467.615   MT  0.99962664   +0 14 08.4
 AY1654
 AY1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1654!SPC TXSC     -   0.99996948  x   0.99986558  =   0.99983506
 AY1654!UTM  14      -   0.99996948  x   0.99962664  =   0.99959613
 AY1654
 AY1654|---------------------------------------------------------------------|
 AY1654| PID    Reference Object                     Distance      Geod. Az  |
 AY1654|                                                           dddmmss.s |
 AY1654| CV4383 BUCKEYE RM 1                          8.474 METERS 03850     |
 AY1654| AY1865 SAN ANTONIO TEX MIL INST TANK       APPROX. 5.2 KM 0515957.3 |
 AY1654| AY1866 SAN ANTONIO PEARL BREWERY STK       APPROX. 4.3 KM 1142654.3 |
 AY1654| AY1857 SAN ANTONIO SANTA ROS HOSP STK      APPROX. 4.1 KM 1502021.5 |
 AY1654| AY1915 SAN ANTONIO MT CARMEL CATH CH       APPROX. 1.5 KM 1963532.9 |
 AY1654| AY1908 SAN ANTONIO PROT ORPH HOME TK       APPROX. 3.1 KM 2673639.6 |
 AY1654| CV4382 BUCKEYE AZ MK                                      2752029.6 |
 AY1654| AY1917 SAN ANTONIO JEFFERSON HS DOME       APPROX. 1.9 KM 2903148.2 |
 AY1654| CV4384 BUCKEYE RM 2                         10.922 METERS 30254     |
 AY1654| AY1904 SAN ANTONIO LANDA ROAD MUN TK       APPROX. 4.8 KM 3321403.6 |
 AY1654|---------------------------------------------------------------------|
 AY1654
 AY1654                          SUPERSEDED SURVEY CONTROL
 AY1654
 AY1654  NAD 83(1986)-  29 27 32.31182(N)    098 31 14.82646(W) AD(       ) 1
 AY1654  NAD 27      -  29 27 31.47800(N)    098 31 13.76100(W) AD(       ) 1
 AY1654
 AY1654.Superseded values are not recommended for survey control.
 AY1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1654.See file dsdata.txt to determine how the superseded data were derived.
 AY1654
 AY1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4646858933(NAD 83)
 AY1654_MARKER: DB = BENCH MARK DISK
 AY1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1654_SP_SET: CONCRETE POST
 AY1654_STAMPING: BUCKEYE 1953
 AY1654_MARK LOGO: CGS   
 AY1654_PROJECTION: RECESSED 3 CENTIMETERS
 AY1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1654+STABILITY: SURFACE MOTION
 AY1654
 AY1654  HISTORY     - Date     Condition        Report By
 AY1654  HISTORY     - 1953     MONUMENTED       CGS
 AY1654  HISTORY     - 1953     GOOD             AMS
 AY1654  HISTORY     - 1955     GOOD             CGS
 AY1654  HISTORY     - 1982     GOOD             NGS
 AY1654  HISTORY     - 19950413 GOOD             USPSQD
 AY1654
 AY1654                          STATION DESCRIPTION
 AY1654
 AY1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1654'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF THE CENTER
 AY1654'OF SAN ANTONIO, ON THE SOUTHWEST SIDE OF FREDERICKSBURG
 AY1654'ROAD (U.S. 87).  IT IS IN A SMALL GRASSY TRAFFIC ISLAND
 AY1654'AT THE INTERSECTION OF FREDERICKSBURG ROAD, W. SUMMIT AVENUE,
 AY1654'AND N. CALAVERAS STREET.
 AY1654'
 AY1654'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1654'POST SET FLUSH WITH THE SURFACE.  IT IS 23 FEET NORTH OF
 AY1654'THE CENTER LINE OF W. SUMMIT AVENUE, 12 FEET NORTH OF THE
 AY1654'CURBING ON SOUTH EDGE OF THE ISLAND AND IT IS STAMPED BUCKEYE
 AY1654'1953.
 AY1654'
 AY1654'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 AY1654'HOLE IN THE TOP OF CURBING.  IT IS 20 FEET WEST OF THE CENTER
 AY1654'LINE OF W. SUMMIT AVENUE AND IS STAMPED BUCKEYE NO. 1 1953.
 AY1654'
 AY1654'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 AY1654'HOLE IN THE TOP OF CURBING.  IT IS 16.5 FEET SOUTHEAST OF
 AY1654'THE CENTERLINE OF N. CALAVERAS STREET AND IS STAMPED BUCKEYE
 AY1654'NO. 2 1953.
 AY1654'
 AY1654'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1654'POST SET FLUSH WITH THE SURFACE.  IT IS 118 FEET WEST OF THE
 AY1654'INTERSECTION OF W. SUMMIT AVENUE AND SAN ANTONIO STREET,
 AY1654'19 FEET EAST OF THE CENTER OF THE DRIVEWAY LEADING TO 1910
 AY1654'W. SUMMIT STREET, 14 FEET SOUTH OF THE CENTER LINE OF W.
 AY1654'SUMMIT AVENUE, 11 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK
 AY1654'AND 1.0 FOOT SOUTH OF THE CURB.  IT IS STAMPED BUCKEYE 1953.
 AY1654'
 AY1654'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON W.
 AY1654'SUMMIT AVENUE FOR 0.4 MILE TO SAN ANTONIO STREET AND THE
 AY1654'MARK JUST BEYOND THE INTERSECTION, AS DESCRIBED ABOVE.
 AY1654'
 AY1654'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY1654
 AY1654                          STATION RECOVERY (1953)
 AY1654
 AY1654'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1654'THE STATION IS SET IN A GRASS ISLAND WHICH IS FORMED BY THE
 AY1654'JUNCTIONING OF WEST SUMMIT AVENUE AND CALAVERAS STREET WITH
 AY1654'U.S. HWY. 87 (THE FREDERICKSBURG ROAD).  THE STATION IS 12
 AY1654'FEET NORTH OF THE NORTH CURB OF WEST SUMMIT AVE.  IT IS 27
 AY1654'FEET SOUTHWEST OF THE WEST CURB OF U.S. HWY. 87.  IT IS
 AY1654'32 FEET EAST OF THE EAST CURB OF CALAVERAS STREET, AND IT
 AY1654'IS 25 FEET SOUTH OF THE NORTH TIP OF CURB OF ISLAND.  STATION
 AY1654'RECOVERED IN GOOD CONDITION.
 AY1654
 AY1654                          STATION RECOVERY (1955)
 AY1654
 AY1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 AY1654'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 AY1654'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTION--REF.
 AY1654'NO. 1 IS 20 FEET WEST OF THE CENTERLINE OF FREDERICKSBURG
 AY1654'ROAD.
 AY1654
 AY1654                          STATION RECOVERY (1982)
 AY1654
 AY1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1654'5.0 KM (3.1 MI) NW FROM SAN ANTONIO.
 AY1654'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1654'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY1654'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY1654'THENCE 2.6 KM (1.65 MI) NORTHWEST ALONG FREDERICKSBURG ROAD AT THE
 AY1654'INTERSECTION OF WEST SUMMIT STREET LEADING WEST, THE MARK IS IN A
 AY1654'GRASSY AREA NEAR THE SOUTH SIDE OF A TRIANGULAR AREA BETWEEN
 AY1654'FREDERICKSBURG ROAD, WEST SUMMIT AND NORTH CALAVERAS STREET,
 AY1654'14.1 METERS (46.FT) SOUTHWEST OF THE CENTERLINE OF FREDERICKSBRUG
 AY1654'ROAD, 14.9 METERS (49.0 FT) EAST OF THE CENTERLINE OF NORTH CALAVERAS
 AY1654'STREET, 7.3 METERS (24.0 FT) NORTH OF THE CENTERLINE OF WEST SUMMIT
 AY1654'STREET, 8.8 METERS (29.5 FT) SOUTH SOUTHEAST OF A POWERLINE POLE WITH
 AY1654'A METAL TRAFFIC CONTROL AND METER ATTACHED, AND 8.7 METERS (28.9 FT)
 AY1654'EAST OF BENCH MARK D 1437.
 AY1654'THE MARK IS 0.46 M ABOVE WEST SUMMIT STREET.
 AY1654
 AY1654                          STATION RECOVERY (1995)
 AY1654
 AY1654'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1753 ***********************************************************************
 BL1753  DESIGNATION -  BUCKHAULTS
 BL1753  PID         -  BL1753
 BL1753  STATE/COUNTY-  TX/MADISON
 BL1753  USGS QUAD   -  BAKER LAKE (1972)
 BL1753
 BL1753                         *CURRENT SURVEY CONTROL
 BL1753  ___________________________________________________________________
 BL1753* NAD 83(1993)-  30 59 35.98453(N)    095 44 22.15041(W)     ADJUSTED  
 BL1753* NAVD 88     -        88.28   (+/-2cm)     289.6    (feet)  VERTCON   
 BL1753  ___________________________________________________________________
 BL1753  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BL1753  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BL1753
 BL1753  HORZ ORDER  -  FIRST
 BL1753  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1753
 BL1753.The horizontal coordinates were established by classical geodetic methods
 BL1753.and adjusted by the National Geodetic Survey in February 1996..
 BL1753
 BL1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1753.The vertical order pertains to the NGVD 29 superseded value.
 BL1753
 BL1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1753
 BL1753.The geoid height was determined by GEOID03.
 BL1753
 BL1753;                    North         East     Units Scale Factor Converg.
 BL1753;SPC TX C     - 3,156,124.345 1,138,585.952   MT  0.99988175   +2 21 58.0
 BL1753;SPC TX C     -10,354,717.96  3,735,510.74   sFT  0.99988175   +2 21 58.0
 BL1753;UTM  15      - 3,432,084.470   238,406.679   MT  1.00044420   -1 24 41.3
 BL1753
 BL1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1753!SPC TX C     -   0.99999036  x   0.99988175  =   0.99987211
 BL1753!UTM  15      -   0.99999036  x   1.00044420  =   1.00043455
 BL1753
 BL1753|---------------------------------------------------------------------|
 BL1753| PID    Reference Object                     Distance      Geod. Az  |
 BL1753|                                                           dddmmss.s |
 BL1753| BL1754 BUCKHAULTS RM 1                      78.897 METERS 04930     |
 BL1753| BL1755 BUCKHAULTS RM 2                      74.831 METERS 12339     |
 BL1753| BL2293 MADISONVILLE MADISON CTHSE TWR      APPROX.17.4 KM 2533053.3 |
 BL1753| BL1756 BUCKHAULTS AZ MK                                   3535556.0 |
 BL1753|---------------------------------------------------------------------|
 BL1753
 BL1753                          SUPERSEDED SURVEY CONTROL
 BL1753
 BL1753  NAD 83(1986)-  30 59 35.99560(N)    095 44 22.13111(W) AD(       ) 1
 BL1753  NAD 27      -  30 59 35.32000(N)    095 44 21.32300(W) AD(       ) 1
 BL1753  NGVD 29 (??/??/92)   88.283  (m)          289.64   (f) ADJ UNCH    2 0
 BL1753
 BL1753.Superseded values are not recommended for survey control.
 BL1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1753.See file dsdata.txt to determine how the superseded data were derived.
 BL1753
 BL1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ3840732084(NAD 83)
 BL1753_MARKER: DS = TRIANGULATION STATION DISK
 BL1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1753_STAMPING: BUCKHAULTS 1935
 BL1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1753+STABILITY: SURFACE MOTION
 BL1753
 BL1753  HISTORY     - Date     Condition        Report By
 BL1753  HISTORY     - 1935     MONUMENTED       CGS
 BL1753  HISTORY     - 1937     GOOD             CGS
 BL1753  HISTORY     - 1943     GOOD             CGS
 BL1753  HISTORY     - 1947     GOOD             NGS
 BL1753  HISTORY     - 1979     GOOD             LOCENG
 BL1753  HISTORY     - 19960601 GOOD             USPSQD
 BL1753
 BL1753                          STATION DESCRIPTION
 BL1753
 BL1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1753'STATION IS ABOUT 2 MILES S OF MIDWAY, ABOUT 11 MILES E OF
 BL1753'MADISONVILLE, ABOUT 20 MILES NW OF HUNTSVILLE, ON LAND OWNED
 BL1753'AND OCCUPIED BY ROBERT BUCKHAULTS.  IT IS SET IN A CULTIVATED
 BL1753'FIELD ABOUT 250 FEET S OF THE FENCE LINE ON THE N EDGE OF THE
 BL1753'FIELD, 232 FEET W OF THE CENTER LINE OF THE ROAD, 40 FEET W
 BL1753'OF A TERRACE.  IT PROJECTS 6 INCHES.
 BL1753'
 BL1753'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL1753'BRONZE DISKS SET IN CONCRETE.
 BL1753'
 BL1753'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE E EDGE OF THE
 BL1753'FIELD.  IT IS ABOUT 200 FEET S OF THE NE CORNER OF THE FIELD,
 BL1753'24 FEET W OF THE CENTER LINE OF THE ROAD, 1 FOOT W OF THE
 BL1753'FENCE LINE ON THE E EDGE OF THE FIELD, PROJECTS 5 INCHES.
 BL1753'REFERENCE MARK NO. 2 IS SE OF THE STATION ON THE E EDGE OF THE
 BL1753'FIELD.  IT IS 24 FEET W OF THE CENTER LINE OF THE ROAD, 1
 BL1753'FOOT W OF THE RIGHT-OF-WAY FENCE LINE AND PROJECTS 5 INCHES.
 BL1753'
 BL1753'AZIMUTH MARK IS N OF THE STATION ON THE W EDGE OF THE
 BL1753'RIGHT-OF-WAY OF N-S ROAD, 19 FEET W OF THE CENTER LINE OF THE
 BL1753'ROAD, 38 FEET S OF INTERSECTION OF N-S ROAD AND SIDE ROAD
 BL1753'LEADING W.  IT IS 1 FOOT E OF FENCE LINE AND PROJECTS 6 INCHES.
 BL1753'
 BL1753'TO REACH STATION FROM MIDWAY, SINCLAIR SERVICE STATION AND
 BL1753'GARAGE, GO S ON SIDE ROAD FOR 1 MILE TO FORKS.  TAKE RIGHT
 BL1753'FORK AND GO 0.45 MILE TO FORKS, THENCE LEFT 0.8 MILE TO FORKS,
 BL1753'THEN RIGHT FORK 1.15 MILES TO SIDE ROAD ON RIGHT.  HERE TURN
 BL1753'RIGHT FOR 0.1 MILE TO JOG N FOR ABOUT 100 FEET.  TURN W FROM
 BL1753'JOG 0.45 MILE TO AN E TURN, THENCE E 0.15 MILE.  STATION IS
 BL1753'230 FEET E OF THIS POINT IN FIELD.
 BL1753'
 BL1753'A 90-FOOT TOWER WAS USED.  ALL LIGHTS ARE VG.
 BL1753
 BL1753                          STATION RECOVERY (1937)
 BL1753
 BL1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WLG)
 BL1753'DESCRIPTION AS GIVEN BY C.A.S. IN 1935 SATISFACTORY.  STATION
 BL1753'MARKER, REFERENCE DISKS 1 AND 2, AND AZIMUTH MARK RECOVERED
 BL1753'IN GOOD CONDITION.
 BL1753
 BL1753                          STATION RECOVERY (1943)
 BL1753
 BL1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BL1753'ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BL1753'THE DESCRIPTION BY C.A.S. IN 1935 WAS FOUND TO BE COMPLETE
 BL1753'AND ADEQUATE EXCEPT--REACH FROM MIDWAY WHICH IS ABOUT 11 MI.
 BL1753'NE OF MADISONVILLE ON STATE ROUTE 21 FROM THE SINCLAIR SERVICE
 BL1753'STATION ON THE RIGHT SIDE OF THE HIGHWAY BY GOING S ON A DIRT
 BL1753'ROAD FOR 1.45 MI. TO FORKS, KEEP THE LEFT FORK MAIN ROAD FOR
 BL1753'1.55 MI. TO A SIDE ROAD RIGHT OPPOSITE A SMALL HOUSE ON THE
 BL1753'LEFT, THEN TURN RIGHT (W) ON A DIRT ROAD AND GO 0.6 MI. TO
 BL1753'A SIDE ROAD RIGHT, THEN TURN RIGHT (N) FOR 0.15 MI. TO THE
 BL1753'STATION ON THE LEFT, 230 FT. W OF THIS POINT IN A PASTURE,
 BL1753'OR CONTINUE ON THE MAIN ROAD FOR 0.25 MI. TO THE AZIMUTH
 BL1753'MARK ON THE LEFT AND A SIDE ROAD LEFT, THEN TURN LEFT AND GO
 BL1753'0.25 MI. TO THE DRIVE OF MR. BUCKHAULTS ON THE LEFT, THEN
 BL1753'TURN LEFT INTO THE DRIVE FOR 0.05 MI. TO A GATE AT THE
 BL1753'CORNER OF THE YARD, GO THROUGH THE GATE AND S AND SE
 BL1753'ACROSS A PASTURE FOR 0.4 MI. TO THE STATION AS DESCRIBED
 BL1753'IN THE ORIGINAL DESCRIPTION.
 BL1753
 BL1753                          STATION RECOVERY (1947)
 BL1753
 BL1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1753'3.7 MI SE FROM MIDWAY.
 BL1753'3.0 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1753'AT MIDWAY, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, THENCE 0.2 MILE
 BL1753'NORTH ALONG A DIRT ROAD, AT THE TOP OF A HILL, 259 FEET SOUTHWEST OF
 BL1753'BUCKHAULTS R.M. 1, 245 FEET NORTHWEST OF BUCKHAULTS R.M. 2, 2 FEET
 BL1753'NORTH OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1753'PROJECTS 7 INCHES ABOVE THE GROUND.
 BL1753
 BL1753                          STATION RECOVERY (1979)
 BL1753
 BL1753'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (GKM)
 BL1753'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  REFERENCE
 BL1753'MARKS WERE NOT SEARCHED FOR.  FROM MIDWAY, TAKE HWY. 247 SOUTH TOWARD
 BL1753'DEPT. OF CORRECTION, FERGUSON UNIT.  GO 1.4 MILES TO FORK IN
 BL1753'ROAD, TAKE RIGHT FORK.  CONTINUE 1.1 MILES TO LEFT TURN IN ROAD.
 BL1753'STATION WILL BE STRAIGHT AHEAD AT THIS POINT, APPROXIMATELY 300
 BL1753'FEET IN PASTURE ON TOP OF HIGHEST KNOLL.
 BL1753'
 BL1753'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTH OF MIDWAY.
 BL1753
 BL1753                          STATION RECOVERY (1996)
 BL1753
 BL1753'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1756 ***********************************************************************
 BL1756  DESIGNATION -  BUCKHAULTS AZ MK
 BL1756  PID         -  BL1756
 BL1756  STATE/COUNTY-  TX/MADISON
 BL1756  USGS QUAD   -  BAKER LAKE (1972)
 BL1756
 BL1756                         *CURRENT SURVEY CONTROL
 BL1756  ___________________________________________________________________
 BL1756* NAD 83(1986)-  30 59 47.     (N)    095 44 24.     (W)     SCALED    
 BL1756* NAVD 88     -        84.52   (+/-2cm)     277.3    (feet)  VERTCON   
 BL1756  ___________________________________________________________________
 BL1756  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BL1756
 BL1756  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1756
 BL1756.The horizontal coordinates were scaled from a topographic map and have
 BL1756.an estimated accuracy of +/- 6 seconds.
 BL1756
 BL1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1756.The vertical order pertains to the NGVD 29 superseded value.
 BL1756
 BL1756.The geoid height was determined by GEOID03.
 BL1756
 BL1756;                    North         East    Units  Estimated Accuracy
 BL1756;SPC TX C     - 3,156,460.    1,138,520.      MT  (+/- 180 meters Scaled)
 BL1756
 BL1756                          SUPERSEDED SURVEY CONTROL
 BL1756
 BL1756  NGVD 29 (??/??/92)   84.524  (m)          277.31   (f) ADJ UNCH    2 0
 BL1756
 BL1756.Superseded values are not recommended for survey control.
 BL1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1756.See file dsdata.txt to determine how the superseded data were derived.
 BL1756
 BL1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ383324(NAD 83)
 BL1756_MARKER: DZ = AZIMUTH MARK DISK
 BL1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1756_STAMPING: BUCKHAULTS AZIMUTH 1935
 BL1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1756+STABILITY: SURFACE MOTION
 BL1756
 BL1756  HISTORY     - Date     Condition        Report By
 BL1756  HISTORY     - 1935     MONUMENTED       CGS
 BL1756  HISTORY     - 1947     GOOD             NGS
 BL1756  HISTORY     - 19960601 GOOD             USPSQD
 BL1756
 BL1756                          STATION DESCRIPTION
 BL1756
 BL1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1756'4.0 MI SE FROM MIDWAY.
 BL1756'3.0 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1756'AT MIDWAY, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, THENCE 0.5 MILE
 BL1756'NORTH ALONG A DIRT ROAD, AT THE JUNCTION WITH A DIRT ROAD LEADING
 BL1756'WEST, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 19
 BL1756'FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 12 FEET
 BL1756'SOUTH OF A FENCE CORNER, 2 FEET NORTH OF A 4X4 MARKER POST, 1 FOOT
 BL1756'EAST OF THE WEST RIGHT OF WAY FENCE, SET IN THE TOP OF A CONCRETE POST
 BL1756'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BL1756
 BL1756                          STATION RECOVERY (1996)
 BL1756
 BL1756'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1754 ***********************************************************************
 BL1754  DESIGNATION -  BUCKHAULTS RM 1
 BL1754  PID         -  BL1754
 BL1754  STATE/COUNTY-  TX/MADISON
 BL1754  USGS QUAD   -  BAKER LAKE (1972)
 BL1754
 BL1754                         *CURRENT SURVEY CONTROL
 BL1754  ___________________________________________________________________
 BL1754* NAD 83(1986)-  30 59 38.     (N)    095 44 20.     (W)     SCALED    
 BL1754* NAVD 88     -        86.99   (+/-2cm)     285.4    (feet)  VERTCON   
 BL1754  ___________________________________________________________________
 BL1754  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BL1754
 BL1754  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1754
 BL1754.The horizontal coordinates were scaled from a topographic map and have
 BL1754.an estimated accuracy of +/- 6 seconds.
 BL1754
 BL1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1754.The vertical order pertains to the NGVD 29 superseded value.
 BL1754
 BL1754.The geoid height was determined by GEOID03.
 BL1754
 BL1754;                    North         East    Units  Estimated Accuracy
 BL1754;SPC TX C     - 3,156,190.    1,138,640.      MT  (+/- 180 meters Scaled)
 BL1754
 BL1754                          SUPERSEDED SURVEY CONTROL
 BL1754
 BL1754  NGVD 29 (??/??/92)   86.989  (m)          285.40   (f) ADJ UNCH    2 0
 BL1754
 BL1754.Superseded values are not recommended for survey control.
 BL1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1754.See file dsdata.txt to determine how the superseded data were derived.
 BL1754
 BL1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ384321(NAD 83)
 BL1754_MARKER: DR = REFERENCE MARK DISK
 BL1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1754_STAMPING: BUCKHAULTS NO 1 1935
 BL1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1754+STABILITY: SURFACE MOTION
 BL1754
 BL1754  HISTORY     - Date     Condition        Report By
 BL1754  HISTORY     - 1935     MONUMENTED       CGS
 BL1754  HISTORY     - 1947     GOOD             NGS
 BL1754  HISTORY     - 19960601 GOOD             USPSQD
 BL1754
 BL1754                          STATION DESCRIPTION
 BL1754
 BL1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1754'3.7 MI SE FROM MIDWAY.
 BL1754'3.0 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1754'AT MIDWAY, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, THENCE 0.2 MILE
 BL1754'NORTH ALONG A DIRT ROAD, 304 FEET NORTH OF BUCKHAULTS R.M. 2, 259 FEET
 BL1754'NORTHEAST OF TRIANGULATION STATION BUCKHAULTS, 1 FOOT WEST OF THE WEST
 BL1754'RIGHT OF WAY FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 BL1754'INCHES ABOVE THE GROUND.
 BL1754
 BL1754                          STATION RECOVERY (1996)
 BL1754
 BL1754'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1755 ***********************************************************************
 BL1755  DESIGNATION -  BUCKHAULTS RM 2
 BL1755  PID         -  BL1755
 BL1755  STATE/COUNTY-  TX/MADISON
 BL1755  USGS QUAD   -  BAKER LAKE (1972)
 BL1755
 BL1755                         *CURRENT SURVEY CONTROL
 BL1755  ___________________________________________________________________
 BL1755* NAD 83(1986)-  30 59 34.     (N)    095 44 20.     (W)     SCALED    
 BL1755* NAVD 88     -        86.96   (+/-2cm)     285.3    (feet)  VERTCON   
 BL1755  ___________________________________________________________________
 BL1755  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BL1755
 BL1755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1755
 BL1755.The horizontal coordinates were scaled from a topographic map and have
 BL1755.an estimated accuracy of +/- 6 seconds.
 BL1755
 BL1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1755.The vertical order pertains to the NGVD 29 superseded value.
 BL1755
 BL1755.The geoid height was determined by GEOID03.
 BL1755
 BL1755;                    North         East    Units  Estimated Accuracy
 BL1755;SPC TX C     - 3,156,070.    1,138,650.      MT  (+/- 180 meters Scaled)
 BL1755
 BL1755                          SUPERSEDED SURVEY CONTROL
 BL1755
 BL1755  NGVD 29 (??/??/92)   86.957  (m)          285.29   (f) ADJ UNCH    2 0
 BL1755
 BL1755.Superseded values are not recommended for survey control.
 BL1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1755.See file dsdata.txt to determine how the superseded data were derived.
 BL1755
 BL1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ384320(NAD 83)
 BL1755_MARKER: DR = REFERENCE MARK DISK
 BL1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1755_STAMPING: BUCKHAULTS NO 2 1935
 BL1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1755+STABILITY: SURFACE MOTION
 BL1755
 BL1755  HISTORY     - Date     Condition        Report By
 BL1755  HISTORY     - 1935     MONUMENTED       CGS
 BL1755  HISTORY     - 1947     GOOD             NGS
 BL1755  HISTORY     - 19960601 GOOD             USPSQD
 BL1755
 BL1755                          STATION DESCRIPTION
 BL1755
 BL1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1755'3.7 MI SE FROM MIDWAY.
 BL1755'3.0 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1755'AT MIDWAY, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, THENCE 0.2 MILE
 BL1755'NORTH ALONG A DIRT ROAD, 304 FEET SOUTH OF BUCKHAULTS R.M. 1, 245 FEET
 BL1755'SOUTHEAST OF TRIANGULATION STATION BUCKHAULTS, 1 FOOT WEST OF THE WEST
 BL1755'RIGHT OF WAY FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL1755'INCHES ABOVE THE GROUND.
 BL1755
 BL1755                          STATION RECOVERY (1996)
 BL1755
 BL1755'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0476 ***********************************************************************
 BQ0476  DESIGNATION -  BUCKHORN
 BQ0476  PID         -  BQ0476
 BQ0476  STATE/COUNTY-  TX/HUDSPETH
 BQ0476  USGS QUAD   -  CEDAR ARROYO (1972)
 BQ0476
 BQ0476                         *CURRENT SURVEY CONTROL
 BQ0476  ___________________________________________________________________
 BQ0476* NAD 83(1993)-  30 58 15.09270(N)    105 22 24.50632(W)     ADJUSTED  
 BQ0476* NAVD 88     -      1807.     (meters)    5928.     (feet)  SCALED    
 BQ0476  ___________________________________________________________________
 BQ0476  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BQ0476  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 BQ0476
 BQ0476  HORZ ORDER  -  FIRST
 BQ0476
 BQ0476.The horizontal coordinates were established by classical geodetic methods
 BQ0476.and adjusted by the National Geodetic Survey in February 1996..
 BQ0476
 BQ0476.The orthometric height was scaled from a topographic map.
 BQ0476
 BQ0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0476
 BQ0476.The geoid height was determined by GEOID03.
 BQ0476
 BQ0476;                    North         East     Units Scale Factor Converg.
 BQ0476;SPC TX C     - 3,155,480.972   218,720.347   MT  0.99988188   -2 35 45.5
 BQ0476;SPC TX C     -10,352,607.16    717,585.01   sFT  0.99988188   -2 35 45.5
 BQ0476;UTM  13      - 3,426,432.213   464,334.953   MT  0.99961569   -0 11 31.9
 BQ0476
 BQ0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0476!SPC TX C     -   0.99972004  x   0.99988188  =   0.99960195
 BQ0476!UTM  13      -   0.99972004  x   0.99961569  =   0.99933583
 BQ0476
 BQ0476|---------------------------------------------------------------------|
 BQ0476| PID    Reference Object                     Distance      Geod. Az  |
 BQ0476|                                                           dddmmss.s |
 BQ0476| CH8480 BUCKHORN RM 1                        11.525 METERS 14940     |
 BQ0476| CH8479 BUCKHORN AZ MK                                     3185344.8 |
 BQ0476|---------------------------------------------------------------------|
 BQ0476
 BQ0476                          SUPERSEDED SURVEY CONTROL
 BQ0476
 BQ0476  NAD 83(1986)-  30 58 15.10058(N)    105 22 24.50395(W) AD(       ) 1
 BQ0476  NAD 27      -  30 58 14.61900(N)    105 22 22.66800(W) AD(       ) 1
 BQ0476
 BQ0476.Superseded values are not recommended for survey control.
 BQ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0476.See file dsdata.txt to determine how the superseded data were derived.
 BQ0476
 BQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6433526432(NAD 83)
 BQ0476_MARKER: DS = TRIANGULATION STATION DISK
 BQ0476_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0476_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 BQ0476
 BQ0476  HISTORY     - Date     Condition        Report By
 BQ0476  HISTORY     - 1934     MONUMENTED       CGS
 BQ0476  HISTORY     - 1980     GOOD             LOCENG
 BQ0476
 BQ0476                          STATION DESCRIPTION
 BQ0476
 BQ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0476'ABOUT 13 MILES SOUTH OF SIERRA BLANCA, ON THE EAST END OF A
 BQ0476'PROMINENT BLUFF ON THE HIGHEST POINT IN THE RANGE.  THE BLUFF
 BQ0476'IS ABOUT 1/2 MILE LONG, HAS SHEER CLIFFS AT THE WEST END AND
 BQ0476'ALONG ITS NORTH SIDE, AND ON THE EAST SIDE HAS A STEEP SLOPE
 BQ0476'WHICH ENDS IN A SADDLE.
 BQ0476'
 BQ0476'TO REACH FROM THE FORD GARAGE IN SIERRA BLANCA, GO EAST ON
 BQ0476'U.S. HIGHWAY 80 FOR 0.3 MILE TO THE QUITMAN CANYON ROAD, TURN
 BQ0476'SOUTH ON THIS ROAD AND GO 4.6 MILES TO A FORK, TAKE LEFT FORK AND
 BQ0476'GO 3.8 MILES TO A ROAD LEADING SOUTH, TAKE THIS ROAD FOR 3.2
 BQ0476'MILES TO A SURFACE TANK AND TWO SMALL SHACKS, CONTINUE SOUTH 0.2
 BQ0476'MILE TO A FORK, CONTINUE STRAIGHT ON THE LEFT FORK 1.3 MILES
 BQ0476'TO THE END OF THE ROAD AT AN OLD SURFACE TANK IN A SHALLOW
 BQ0476'DRAW.  PASS TO THE LEFT OF THE TANK, THEN BEAR TO THE RIGHT
 BQ0476'AND GO FOR ABOUT 2.0 MILES IN A SOUTHERLY DIRECTION ACROSS
 BQ0476'COUNTRY TOWARD A SADDLE IN THE HIGH RANGE.  THIS ROUTE PASSES
 BQ0476'ALONG THE EAST OF A RANGE OF LOW HILLS AND ENDS IN A WASH
 BQ0476'IN A PASS BETWEEN TWO RANGES OF HILLS.  THE BEST ROUTE TO
 BQ0476'THE STATION IS TO GO STRAIGHT TOWARD THE EAST END OF THE
 BQ0476'BLUFF, FOLLOWING THE RIDGES AND SCALING THE LAST RIM, JUST
 BQ0476'UNDER THE STATION.  ABOUT A 2-1/2 HOUR PACK.
 BQ0476'
 BQ0476'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BQ0476'DISKS SET IN CONCRETE IN OUTCROPPING BEDROCK AS DESCRIBED.
 BQ0476'
 BQ0476'REFERENCE MARK NO. 1 IS EAST OF THE STATION ON THE RIM ROCK.
 BQ0476'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.
 BQ0476'
 BQ0476'AZIMUTH MARK IS ABOUT 350 YARDS WEST OF THE STATION ON THE
 BQ0476'SAME RIDGE WITH THE STATION, ONE FOOT SOUTH OF A FOUR-FOOT
 BQ0476'ROCK CAIRN.
 BQ0476'
 BQ0476'A 4-FOOT STAND WAS ERECTED.
 BQ0476
 BQ0476                          STATION RECOVERY (1980)
 BQ0476
 BQ0476'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0476'STATION MARKER FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0681 ***********************************************************************
 EN0681  DESIGNATION -  BUCKLE
 EN0681  PID         -  EN0681
 EN0681  STATE/COUNTY-  TX/COTTLE
 EN0681  USGS QUAD   -  BUCKLE L RANCH (1981)
 EN0681
 EN0681                         *CURRENT SURVEY CONTROL
 EN0681  ___________________________________________________________________
 EN0681* NAD 83(1993)-  34 18 17.60804(N)    100 12 44.08478(W)     ADJUSTED  
 EN0681* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 EN0681  ___________________________________________________________________
 EN0681  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 EN0681  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 EN0681
 EN0681  HORZ ORDER  -  SECOND
 EN0681
 EN0681.The horizontal coordinates were established by classical geodetic methods
 EN0681.and adjusted by the National Geodetic Survey in February 1996..
 EN0681
 EN0681.The orthometric height was scaled from a topographic map.
 EN0681
 EN0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0681
 EN0681.The geoid height was determined by GEOID03.
 EN0681
 EN0681;                    North         East     Units Scale Factor Converg.
 EN0681;SPC TXNC     - 2,293,863.632   442,371.279   MT  1.00011191   -0 56 01.9
 EN0681;SPC TXNC     - 7,525,784.27  1,451,346.44   sFT  1.00011191   -0 56 01.9
 EN0681;UTM  14      - 3,796,627.682   388,450.219   MT  0.99975338   -0 40 59.8
 EN0681
 EN0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0681!SPC TXNC     -   0.99992073  x   1.00011191  =   1.00003263
 EN0681!UTM  14      -   0.99992073  x   0.99975338  =   0.99967413
 EN0681
 EN0681:                Primary Azimuth Mark                     Grid Az
 EN0681:SPC TXNC     -  CHILDRESS VUMORE TV MAST                 004 56 16.2
 EN0681:UTM  14      -  CHILDRESS VUMORE TV MAST                 004 41 14.1
 EN0681
 EN0681|---------------------------------------------------------------------|
 EN0681| PID    Reference Object                     Distance      Geod. Az  |
 EN0681|                                                           dddmmss.s |
 EN0681| EN0686 CHILDRESS VUMORE TV MAST            APPROX.11.3 KM 0040014.3 |
 EN0681| EN0685 CHILDRESS RAD STA KKB 926 MAST      APPROX.11.6 KM 0040803.0 |
 EN0681| CX7677 BUCKLE RM 1                          14.671 METERS 01311     |
 EN0681| CX7676 BUCKLE AZ MK                                       0240258.0 |
 EN0681| CX7678 BUCKLE RM 2                          22.697 METERS 18337     |
 EN0681|---------------------------------------------------------------------|
 EN0681
 EN0681                          SUPERSEDED SURVEY CONTROL
 EN0681
 EN0681  NAD 83(1993)-  34 18 17.60840(N)    100 12 44.08465(W) AD(       ) 2
 EN0681  NAD 83(1986)-  34 18 17.61343(N)    100 12 44.07711(W) AD(       ) 2
 EN0681  NAD 27      -  34 18 17.37583(N)    100 12 42.67158(W) AD(       ) 2
 EN0681
 EN0681.Superseded values are not recommended for survey control.
 EN0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0681.See file dsdata.txt to determine how the superseded data were derived.
 EN0681
 EN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8845096628(NAD 83)
 EN0681_MARKER: DS = TRIANGULATION STATION DISK
 EN0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0681
 EN0681  HISTORY     - Date     Condition        Report By
 EN0681  HISTORY     - 1967     MONUMENTED       CGS
 EN0681
 EN0681                          STATION DESCRIPTION
 EN0681
 EN0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0681'THE STATION IS ABOUT 10 MILES WEST-SOUTHWEST OF KIRKLAND, 8 MILES
 EN0681'SOUTH OF CHILDRESS AND ON PROPERTY OWNED BY THE BUCKLE-L RANCH.
 EN0681'
 EN0681'TO REACH THE STATION FROM THE COURTHOUSE IN CHILDRESS, GO SOUTH ON
 EN0681'NORTHWEST MAIN STREET FOR 0.45 MILE TO AVENUE A SOUTHEAST.  TURN
 EN0681'LEFT AND GO EAST ON AVENUE A SOUTHEAST FOR 0.2 MILE TO 5TH STREET
 EN0681'SOUTHEAST.  TURN RIGHT AND GO SOUTH ON 5TH STREET SOUTHEAST
 EN0681'AND A GRAVELED ROAD FOR 6.9 MILES TO A GATE, PASS THROUGH THE
 EN0681'GATE AND CONTINUE SOUTH FOR GRADED ROAD FOR 0.85 MILE TO THE
 EN0681'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.3 MILE TO WHERE
 EN0681'THE ROAD CURVES TO THE LEFT AND THE STATION ON THE RIGHT.
 EN0681'
 EN0681'THE STATION MARK IS A STANDARD DISK, STAMPED BUCKLE 1967, SET IN THE
 EN0681'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2
 EN0681'INCHES ABOVE THE GROUND.  IT IS 80.3 FEET NORTH OF A 12 FOOT TALL
 EN0681'NORTH GATE POST, 65 FEET WEST OF THE CENTERLINE OF THE ROAD, 3.3
 EN0681'FEET EAST OF A NORTH-SOUTH FENCE AND 4.3 FEET SOUTH OF A WITNESS
 EN0681'POST.  THE UNDERGROUND MARK IS SET 40 INCHES BELOW THE GROUND
 EN0681'SURFACE.
 EN0681'
 EN0681'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUCKLE NO 1 1967, SET IN
 EN0681'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0681'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 51 FEET WEST OF THE
 EN0681'CENTERLINE OF THE ROAD, 0.8 FOOT EAST OF THE FENCE AND ABOUT THE
 EN0681'SAME ELEVATION AS THE STATION.
 EN0681'
 EN0681'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUCKLE NO 2 1967, SET IN
 EN0681'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0681'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 5.8 FEET NORTH OF THE
 EN0681'NORTH GATE POST, 1.5 FEET EAST OF THE FENCE AND ABOUT THE SAME
 EN0681'ELEVATION AS THE STATION.
 EN0681'
 EN0681'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BUCKLE 1967, SET IN THE
 EN0681'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 8
 EN0681'INCHES ABOVE THE GROUND.  IT IS 47.5 FEET EAST OF THE WEST EDGE OF
 EN0681'A SMALL BLUFF, 25 FEET WEST OF THE CENTERLINE OF THE ROAD AND 3.0
 EN0681'FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1380 ***********************************************************************
 CS1380  DESIGNATION -  BUCKNER AZ
 CS1380  PID         -  CS1380
 CS1380  STATE/COUNTY-  TX/DALLAS
 CS1380  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1380
 CS1380                         *CURRENT SURVEY CONTROL
 CS1380  ___________________________________________________________________
 CS1380* NAD 83(1986)-  32 48 01.     (N)    096 40 56.     (W)     SCALED    
 CS1380* NAVD 88     -       174.874  (meters)     573.73   (feet)  ADJUSTED  
 CS1380  ___________________________________________________________________
 CS1380  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CS1380  DYNAMIC HT  -         174.678 (meters)     573.09  (feet)  COMP
 CS1380  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 CS1380
 CS1380  VERT ORDER  -  SECOND    CLASS 0
 CS1380
 CS1380.The horizontal coordinates were scaled from a topographic map and have
 CS1380.an estimated accuracy of +/- 6 seconds.
 CS1380
 CS1380.The orthometric height was determined by differential leveling
 CS1380.and adjusted by the National Geodetic Survey in June 1991..
 CS1380
 CS1380.The geoid height was determined by GEOID03.
 CS1380
 CS1380.The dynamic height is computed by dividing the NAVD 88
 CS1380.geopotential number by the normal gravity value computed on the
 CS1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1380.degrees latitude (g = 980.6199 gals.).
 CS1380
 CS1380.The modeled gravity was interpolated from observed gravity values.
 CS1380
 CS1380;                    North         East    Units  Estimated Accuracy
 CS1380;SPC TXNC     - 2,127,180.      770,230.      MT  (+/- 180 meters Scaled)
 CS1380
 CS1380                          SUPERSEDED SURVEY CONTROL
 CS1380
 CS1380  NGVD 29 (??/??/92)  174.88   (m)          573.8    (f) COMPUTED    2 0
 CS1380
 CS1380.Superseded values are not recommended for survey control.
 CS1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1380.See file dsdata.txt to determine how the superseded data were derived.
 CS1380
 CS1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB170315(NAD 83)
 CS1380_MARKER: DZ = AZIMUTH MARK DISK
 CS1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1380_STAMPING: BUCKNER 1947
 CS1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1380+STABILITY: SURFACE MOTION
 CS1380
 CS1380  HISTORY     - Date     Condition        Report By
 CS1380  HISTORY     - 1947     MONUMENTED       CGS
 CS1380  HISTORY     - 1958     GOOD             NGS
 CS1380  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 CS1380
 CS1380                          STATION DESCRIPTION
 CS1380
 CS1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1380'7.3 MI E FROM DALLAS.
 CS1380'7.5 MILES EAST OF THE COUNTY COURT HOUSE IN DALLAS, 0.5 MILE NORTH
 CS1380'FROM THE INTERSECTION OF OLD HIGHWAY NO.80 AND BUCKNER BLVD., ABOUT
 CS1380'0.3 MILE NORTH OF THE CIRCLE AND INTERSECTION OF THE HIGHWAY NO.80
 CS1380'FREEWAY ALONG THE WEST SIDE OF BUCKNER BLVD.  IT IS IN THE NORTH
 CS1380'APPROACH TO A LARGE HUMBLE SERVICE STATION, 36 FEET WEST OF THE
 CS1380'CENTERLINE OF THE STREET AND ABOUT THE MIDDLE OF THE ENTRANCE DRIVE. A
 CS1380'STANDARD AZIMUTH DISK STAMPED BUCKNER 1947 IN THE TOP OF A CONCRETE
 CS1380'POST WHICH IS FLUSH WITH THE SURFACE OF THE DRIVE.
 CS1380
 CS1380                          STATION RECOVERY (1991)
 CS1380
 CS1380'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2749 ***********************************************************************
 CS2749  DESIGNATION -  BUCKNER ORPHANAGE NORTH TANK
 CS2749  PID         -  CS2749
 CS2749  STATE/COUNTY-  TX/DALLAS
 CS2749  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS2749
 CS2749                         *CURRENT SURVEY CONTROL
 CS2749  ___________________________________________________________________
 CS2749* NAD 83(1993)-  32 47 33.25426(N)    096 40 54.90740(W)     ADJUSTED  
 CS2749* NAVD 88     -                                                        
 CS2749  ___________________________________________________________________
 CS2749  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 CS2749  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CS2749
 CS2749  HORZ ORDER  -  THIRD
 CS2749
 CS2749.The horizontal coordinates were established by classical geodetic methods
 CS2749.and adjusted by the National Geodetic Survey in February 1996..
 CS2749
 CS2749
 CS2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2749
 CS2749.The geoid height was determined by GEOID03.
 CS2749
 CS2749;                    North         East     Units Scale Factor Converg.
 CS2749;SPC TXNC     - 2,126,324.703   770,273.537   MT  0.99988278   +0 59 29.7
 CS2749;SPC TXNC     - 6,976,116.96  2,527,139.10   sFT  0.99988278   +0 59 29.7
 CS2749;UTM  14      - 3,630,670.767   717,075.453   MT  1.00018107   +1 15 21.5
 CS2749
 CS2749                          SUPERSEDED SURVEY CONTROL
 CS2749
 CS2749  NAD 83(1993)-  32 47 33.25268(N)    096 40 54.90705(W) AD(       ) 4
 CS2749  NAD 83(1986)-  32 47 33.26138(N)    096 40 54.88951(W) AD(       ) 4
 CS2749  NAD 27      -  32 47 32.80200(N)    096 40 53.90800(W) AD(       ) 3
 CS2749
 CS2749.Superseded values are not recommended for survey control.
 CS2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2749.See file dsdata.txt to determine how the superseded data were derived.
 CS2749
 CS2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1707530671(NAD 83)
 CS2749_MARKER: 51 = TANK
 CS2749
 CS2749  HISTORY     - Date     Condition        Report By
 CS2749  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2749  HISTORY     - 1955     GOOD             CGS
 CS2749  HISTORY     - 1959     GOOD             CGS
 CS2749  HISTORY     - 19791203 SEE DESCRIPTION  LOCSUR
 CS2749  HISTORY     - 1985     GOOD             USPSQD
 CS2749  HISTORY     - 19910619 GOOD             USPSQD
 CS2749  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS2749
 CS2749                          STATION DESCRIPTION
 CS2749
 CS2749'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS2749'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 CS2749
 CS2749                          STATION RECOVERY (1959)
 CS2749
 CS2749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2749'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2749
 CS2749                          STATION RECOVERY (1979)
 CS2749
 CS2749'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2749'RECOVERED AS DESCRIBED.
 CS2749
 CS2749                          STATION RECOVERY (1985)
 CS2749
 CS2749'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2749'RECOVERED IN GOOD CONDITION.
 CS2749
 CS2749                          STATION RECOVERY (1991)
 CS2749
 CS2749'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2749'RECOVERED IN GOOD CONDITION.
 CS2749
 CS2749                          STATION RECOVERY (1999)
 CS2749
 CS2749'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9156 ***********************************************************************
 AF9156  CBN         -  This is a Cooperative Base Network Control Station.
 AF9156  DESIGNATION -  BUCKNER RESET
 AF9156  PID         -  AF9156
 AF9156  STATE/COUNTY-  TX/DALLAS
 AF9156  USGS QUAD   -  DELL RAPIDS (1980)
 AF9156
 AF9156                         *CURRENT SURVEY CONTROL
 AF9156  ___________________________________________________________________
 AF9156* NAD 83(1993)-  32 47 45.79367(N)    096 40 56.54029(W)     ADJUSTED  
 AF9156* NAVD 88     -       176.8    (meters)     580.     (feet)  GPS OBS   
 AF9156  ___________________________________________________________________
 AF9156  X           -    -624,518.667 (meters)                     COMP
 AF9156  Y           -  -5,330,426.539 (meters)                     COMP
 AF9156  Z           -   3,435,049.236 (meters)                     COMP
 AF9156  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 AF9156  ELLIP HEIGHT-         150.79  (meters)          (10/24/00) GPS OBS
 AF9156  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AF9156
 AF9156  HORZ ORDER  -  B
 AF9156  ELLP ORDER  -  FOURTH    CLASS II
 AF9156
 AF9156.The horizontal coordinates were established by GPS observations
 AF9156.and adjusted by the National Geodetic Survey in May 1994..
 AF9156
 AF9156.The orthometric height was determined by GPS observations and a
 AF9156.high-resolution geoid model.
 AF9156
 AF9156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9156
 AF9156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9156
 AF9156.The ellipsoidal height was determined by GPS observations
 AF9156.and is referenced to NAD 83.
 AF9156
 AF9156.The geoid height was determined by GEOID03.
 AF9156
 AF9156;                    North         East     Units Scale Factor Converg.
 AF9156;SPC TXNC     - 2,126,710.151   770,224.379   MT  0.99988251   +0 59 28.8
 AF9156;SPC TXNC     - 6,977,381.55  2,526,977.82   sFT  0.99988251   +0 59 28.8
 AF9156;UTM  14      - 3,631,056.099   717,024.500   MT  1.00018080   +1 15 21.0
 AF9156
 AF9156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9156!SPC TXNC     -   0.99997633  x   0.99988251  =   0.99985884
 AF9156!UTM  14      -   0.99997633  x   1.00018080  =   1.00015712
 AF9156
 AF9156:                Primary Azimuth Mark                     Grid Az
 AF9156:SPC TXNC     -  DALLAS GARLAND ROAD ELEV TANK            009 14 07.4
 AF9156:UTM  14      -  DALLAS GARLAND ROAD ELEV TANK            008 58 15.2
 AF9156
 AF9156|---------------------------------------------------------------------|
 AF9156| PID    Reference Object                     Distance      Geod. Az  |
 AF9156|                                                           dddmmss.s |
 AF9156| CS2753 DALLAS GARLAND ROAD ELEV TANK       APPROX. 6.5 KM 0101336.2 |
 AF9156| CS2759 GARLAND RAD STA KRLD SW TOWER       APPROX.11.0 KM 0175305.5 |
 AF9156| CS2760 GARLAND RAD STA KRLD NE TOWER       APPROX.11.0 KM 0180732.8 |
 AF9156| CS2746 MESQUITE MUNICIPAL TANK             APPROX. 8.1 KM 1131234.9 |
 AF9156| CS2749 BUCKNER ORPHANAGE NORTH TANK        388.616 METERS 17343     |
 AF9156| CS2791 PLEASANT GROVE MUNICIPAL TANK       APPROX. 7.0 KM 1794755.6 |
 AF9156| CS2750 RADIO STA KSKY TRANSMITTER TWR      APPROX. 5.2 KM 1931957.4 |
 AF9156| CS2845 DALLAS REPUBLIC NATL BANK TWR       APPROX.10.9 KM 2622856.6 |
 AF9156| CS1379 BUCKNER RM 2                         57.909 METERS 26332     |
 AF9156| CS2748 DALLAS CITY PUMP PLANT STACK        APPROX. 5.1 KM 3022702.2 |
 AF9156| CS2841 DALLAS UNIV HEIGHTS MUN TANK        APPROX.12.7 KM 3070915.9 |
 AF9156| CS2826 DALLAS FOREST LANE TANK             APPROX.17.0 KM 3170928.7 |
 AF9156| CS1378 BUCKNER RM 1                         49.100 METERS 33940     |
 AF9156| CS1380 BUCKNER AZ                                         3560724.8 |
 AF9156|---------------------------------------------------------------------|
 AF9156
 AF9156                          SUPERSEDED SURVEY CONTROL
 AF9156
 AF9156  ELLIP H (05/09/94)  150.91   (m)                       GP(       ) 4 2
 AF9156  NAD 83(1986)-  32 47 45.80090(N)    096 40 56.52223(W) AD(       ) 1
 AF9156
 AF9156.Superseded values are not recommended for survey control.
 AF9156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9156.See file dsdata.txt to determine how the superseded data were derived.
 AF9156
 AF9156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1702531056(NAD 83)
 AF9156_MARKER: DS = TRIANGULATION STATION DISK
 AF9156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9156_SP_SET: SET INTO TOP OF A CONCRETE POST
 AF9156_STAMPING: BRUCKNER 1947 1982
 AF9156_MARK LOGO: CGS   
 AF9156_PROJECTION: FLUSH
 AF9156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF9156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9156+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 AF9156
 AF9156  HISTORY     - Date     Condition        Report By
 AF9156  HISTORY     - 1982     MONUMENTED       NGS
 AF9156  HISTORY     - 1984     GOOD             TXHD
 AF9156  HISTORY     - 1985     GOOD             USPSQD
 AF9156  HISTORY     - 19910619 GOOD             USPSQD
 AF9156  HISTORY     - 19930325 GOOD             NGS
 AF9156  HISTORY     - 20030602 GOOD             TX1730
 AF9156
 AF9156                          STATION DESCRIPTION
 AF9156
 AF9156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AF9156'ALL THE MARKS WERE FOUND TO HAVE BEEN DESTROYED WITH THE EXCEPTION OF
 AF9156'THE STATION UNDERGROUND.  TWO NEW REFERENCE AND STATION SURFACE DISKS
 AF9156'WERE SET AT THIS TIME.  NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH
 AF9156'MARK, BUT NUMEROUS INTERSECTION STATIONS CAN BE SEEN.
 AF9156'
 AF9156'THE STATION IS LOCATED 11.20 KM (7.0 MI) NORTHEAST OF DOWNTOWN
 AF9156'DALLAS, ON THE EAST EDGE OF DALLAS AND WEST EDGE OF MEWQUITE.  IT IS
 AF9156'AT THE INTERSECTION OF INTERSECTION HIGHWAY 30 AND LOOP 12.  THE
 AF9156'STATION IS 300 METERS (984 FEET) SOUTH OF THE INTERSECTION AND IN THE
 AF9156'CENTER OF A TRIANGLE FORMED BY THE ACCESS ROAD AND TWO ROADS
 AF9156'INTERSECTING THE ACCESS ROAD.
 AF9156'
 AF9156'STATION MARK, STAMPED---BUCKNER 1947 1982---IS A STANDARD DISK SET IN
 AF9156'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 AF9156'13.41 METERS (44.0 FEET) EAST OF THE CENTER OF THE ACCESS ROAD, 12.80
 AF9156'METERS (42.0 FEET) NORTH OF THE CENTER OF A ROAD, 12.50 METERS (41.0
 AF9156'FT) SOUTH OF THE CENTER OF A ROAD AND 0.82 METER (2.7 FT) NORTHWEST
 AF9156'OF A WITNESS POST.
 AF9156'
 AF9156'REFERENCE MARK 3, STAMPED---BUCKNER NO 3 1982---IS A STANDARD DISK
 AF9156'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AF9156'IT IS 14.94 METERS (49.0 FT) NORTH OF THE CENTER OF A ROAD AND 7.62
 AF9156'METERS (25.0 FT) SOUTH OF A FENCE.
 AF9156'
 AF9156'REFERENCE MARK 4, STAMPED---BUCKNER NO 4 1982---IS A STANDARD DISK
 AF9156'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AF9156'IT IS 9.45 METERS (31.0 FT) NORTH OF A ROAD, 5.49 METERS (18.0 FT)
 AF9156'SOUTH OF THE CENTER OF A ROAD, 2.87 METERS (9.4 FT) WEST OF A
 AF9156'HIGHWAY SIGN AND ON THE EAST EDGE OF THE TRIANGLE.
 AF9156
 AF9156                          STATION RECOVERY (1984)
 AF9156
 AF9156'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (WEH)
 AF9156'STATION STAMPED BUCKNER 1947 1982 RECOVERED IN GOOD CONDITION.
 AF9156'BOTH REFERENCE MARKS AND THE AZIMUTH MARK APPEAR TO HAVE BEEN
 AF9156'DESTROYED BY THE WIDENING OF LOOP 12.  STATION IS IN THE S.E.
 AF9156'QUADRANT OF THE INTERSECTION OF I.H. 30 AND LOOP 12.  ORIGINAL
 AF9156'DIRECTIONS TO REACH STATION ARE ADEQUATE.
 AF9156
 AF9156                          STATION RECOVERY (1985)
 AF9156
 AF9156'RECOVERY NOTE BY US POWER SQUADRON 1985 (CES)
 AF9156'BUCKNER FOUND GOOD.
 AF9156'STATION IN MIDDLE OF TRIANGLE OF 3 ROADS.
 AF9156'43 FEET 6 INCHES FROM CENTER LINE OF ROAD - DIRECTION SSE.
 AF9156'70 FEET 8 INCHES FROM CENTER LINE OF ROAD - DIRECTION ESE.
 AF9156'39 FEET 8 INCHES FROM CENTER LINE OF ROAD - DIRECTION NE.
 AF9156'
 AF9156'REFERENCE MARK NO. 1 MARKED BUCKNER NO. 1 1947 DESTROYED - NEW
 AF9156'HIGHWAY CONSTRUCTION.
 AF9156'
 AF9156'REFERENCE MARK NO. 2 MARKED BUCKNER NO. 2 1947 DESTROYED - NEW
 AF9156'HIGHWAY CONSTRUCTION.
 AF9156
 AF9156                          STATION RECOVERY (1991)
 AF9156
 AF9156'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 AF9156'RECOVERED IN GOOD CONDITION.
 AF9156
 AF9156                          STATION RECOVERY (1993)
 AF9156
 AF9156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AF9156'STATION IS LOCATED NEAR THE EAST EDGE OF DALLAS, THE WEST EDGE OF
 AF9156'MESQUITE, ABOUT 300 M (984.2 FT) SOUTH OF THE OVERPASS AT THE
 AF9156'JUNCTION OF INTERSTATE HIGHWAY 30 AND STATE LOOP 12, ALONG A
 AF9156'NORTHEAST BOUND ACCESS ROAD LEADING TO HIGHWAY 30 EAST, IN A SMALL
 AF9156'TRAFFIC TRIANGLE FORMED BY THE ACCESS ROAD AND THE FORK OF A ROAD
 AF9156'LEADING SOUTHEAST.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 AF9156'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 30
 AF9156'(EXIT 53) AND STATE LOOP 12, GO SOUTHERLY ON LOOP 12 FOR 0.47 KM
 AF9156'(0.30 MI) TO A CROSS ROAD (ROAD RIGHT LEADS INTO A SHOPPING CENTER).
 AF9156'TURN LEFT, SOUTHEAST THEN NORTHEAST, ON ACCESS ROAD FOR 0.65 KM
 AF9156'(0.40 MI) TO A REVERSE FORK LEFT.  CONTINUE AHEAD FOR 0.14 KM
 AF9156'(0.10 MI) TO THE STATION ON THE RIGHT JUST BEFORE REACHING THE RAMP
 AF9156'TO HIGHWAY 30.
 AF9156'STATION MARK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST SET
 AF9156'FLUSH IN A SMALL DEPRESSION.  IT IS 6.2 M (20.3 FT) SOUTHEAST OF THE
 AF9156'ACCESS ROAD CURB, 38.8 M (127.3 FT) EAST-SOUTHEAST OF THE SOUTHWEST
 AF9156'END OF THE LOOP 12 OVERPASS BANNISTER, 0.4 M (1.3 FT) NORTHWEST OF A
 AF9156'FIBERGLASS WITNESS POST, 9.1 M (29.9 FT) WEST-SOUTHWEST OF A ROAD
 AF9156'CENTER, 9.2 M (30.2 FT) NORTH-NORTHEAST OF A ROAD CENTER AND 20.1 M
 AF9156'(65.9 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE TRIANGLE.
 AF9156
 AF9156                          STATION RECOVERY (2003)
 AF9156
 AF9156'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 AF9156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0611 ***********************************************************************
 DP0611  DESIGNATION -  BUD ET
 DP0611  PID         -  DP0611
 DP0611  STATE/COUNTY-  TX/KENT
 DP0611  USGS QUAD   -  TWOMILE CREEK (1962)
 DP0611
 DP0611                         *CURRENT SURVEY CONTROL
 DP0611  ___________________________________________________________________
 DP0611* NAD 83(1993)-  33 21 59.36205(N)    101 00 01.53784(W)     ADJUSTED  
 DP0611* NAVD 88     -       740.33   (+/-2cm)    2428.9    (feet)  VERTCON   
 DP0611  ___________________________________________________________________
 DP0611  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 DP0611  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DP0611
 DP0611  HORZ ORDER  -  FIRST
 DP0611  VERT ORDER  -  THIRD ? (See Below)
 DP0611
 DP0611.The horizontal coordinates were established by classical geodetic methods
 DP0611.and adjusted by the National Geodetic Survey in February 1996..
 DP0611
 DP0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0611.The vertical order pertains to the NGVD 29 superseded value.
 DP0611
 DP0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0611
 DP0611.The geoid height was determined by GEOID03.
 DP0611
 DP0611;                    North         East     Units Scale Factor Converg.
 DP0611;SPC TXNC     - 2,191,263.284   367,346.005   MT  0.99988767   -1 21 49.4
 DP0611;SPC TXNC     - 7,189,169.62  1,205,201.02   sFT  0.99988767   -1 21 49.4
 DP0611;UTM  14      - 3,693,704.523   313,889.778   MT  1.00002705   -1 06 01.9
 DP0611
 DP0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0611!SPC TXNC     -   0.99988778  x   0.99988767  =   0.99977546
 DP0611!UTM  14      -   0.99988778  x   1.00002705  =   0.99991482
 DP0611
 DP0611:                Primary Azimuth Mark                     Grid Az
 DP0611:SPC TXNC     -  BUD ET AZ MK                             279 43 18.8
 DP0611:UTM  14      -  BUD ET AZ MK                             279 27 31.3
 DP0611
 DP0611|---------------------------------------------------------------------|
 DP0611| PID    Reference Object                     Distance      Geod. Az  |
 DP0611|                                                           dddmmss.s |
 DP0611| CJ6743 BUD ET AZ MK                                       2782129.4 |
 DP0611| CJ6745 BUD ET RM 2                          18.627 METERS 28421     |
 DP0611| CJ6744 BUD ET RM 1                          12.388 METERS 34745     |
 DP0611|---------------------------------------------------------------------|
 DP0611
 DP0611                          SUPERSEDED SURVEY CONTROL
 DP0611
 DP0611  NAD 83(1993)-  33 21 59.36516(N)    101 00 01.53229(W) AD(       ) 1
 DP0611  NAD 83(1986)-  33 21 59.36645(N)    101 00 01.52852(W) AD(       ) 1
 DP0611  NAD 27      -  33 21 59.04275(N)    101 00 00.05778(W) AD(       ) 1
 DP0611  NGVD 29 (07/17/98)  740.07   (m)         2428.0    (f) LEVELING    3  
 DP0611
 DP0611.Superseded values are not recommended for survey control.
 DP0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0611.See file dsdata.txt to determine how the superseded data were derived.
 DP0611
 DP0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1389093705(NAD 83)
 DP0611_MARKER: DS = TRIANGULATION STATION DISK
 DP0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0611+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DP0611
 DP0611  HISTORY     - Date     Condition        Report By
 DP0611  HISTORY     - 1960     MONUMENTED       USGS
 DP0611  HISTORY     - 1968     GOOD             CGS
 DP0611  HISTORY     - 1986     GOOD
 DP0611
 DP0611                          STATION DESCRIPTION
 DP0611
 DP0611'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (CAA)
 DP0611'DUE TO SAND DUNE BETWEEN REFERENCE MARKS, NO MEASUREMENT WAS MADE.
 DP0611'
 DP0611'STATION IS LOCATED ABOUT 24-1/2 MILES SOUTH-SOUTHEAST OF
 DP0611'CROSBYTON, 11-1/2 MILES SOUTHWEST OF SPUR AND 2 MILES SOUTH
 DP0611'OF THE DICKENS-KENT COUNTY LINE ON A SMALL SAND HILL ON PROPERTY
 DP0611'OWNED BY MR. J.B. MORRISON.
 DP0611'
 DP0611'TO REACH FROM THE POST OFFICE IN SPUR, GO SOUTH FOR 0.3 MILE
 DP0611'TO THE JUNCTION OF STATE HIGHWAY 70 AND FARM ROAD 261, TURN RIGHT
 DP0611'AND GO WEST AND SOUTH ON FARM ROAD 261 FOR 6.5 MILES TO JUNCTION
 DP0611'WITH FARM ROAD 1081, CONTINUE WEST FOR 5.2 MILES TO A SIDE ROAD
 DP0611'LEFT, TURN LEFT AND GO SOUTH FOR 1.25 MILES TO A FORK, KEEP RIGHT
 DP0611'FOR 1.8 MILES TO A CATTLE GUARD, CONTINUE FOR 1 MILE TO WHERE
 DP0611'ROAD TURNS RIGHT AND A DIM TRACK ROAD, GO STRAIGHT AHEAD ON
 DP0611'TRACK ROAD FOR 0.1 MILE TO GATE AND AZIMUTH MARK, CONTINUE ON
 DP0611'TRACK ROAD FOR 0.2 MILE, TURN LEFT AND GO EAST ACROSS
 DP0611'COUNTRY FOR 0.15 MILE TO A SMALL SAND HILL AND STATION ATOP.
 DP0611'
 DP0611'STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 DP0611'STAMPED BUD-ET 2428 1960, IS SET IN THE TOP OF A SQUARE CONCRETE
 DP0611'POST WHICH PROJECTS 1 FOOT AND ON THE HIGHEST POINT OF HILL.  THE
 DP0611'MARK IS 31.1 FEET SOUTHEAST OF THE WITNESS POST.
 DP0611'
 DP0611'REFERENCE MARK 1, A STANDARD DISK STAMPED BUD-ET USGS NO 1 1968,
 DP0611'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES
 DP0611'AND ABOUT 3 FEET LOWER THAN THE STATION.  THE MARK IS 41.5 FEET
 DP0611'NORTHEAST OF THE WITNESS POST.
 DP0611'
 DP0611'REFERENCE MARK 2, A STANDARD DISK STAMPED BUD-ET USGS NO 2 1968,
 DP0611'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH
 DP0611'AND ABOUT 5 FEET LOWER THAN THE STATION.  THE MARK IS 30.8 FEET
 DP0611'NORTHWEST OF THE WITNESS POST.
 DP0611'
 DP0611'AZIMUTH MARK, A STANDARD DISK STAMPED BUD-ET USGS 1968, IS
 DP0611'SET IN TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  THE
 DP0611'MARK IS 3.5 FEET SOUTHEAST OF THE EAST GATE POST, 2.1 FEET
 DP0611'SOUTHEAST OF WITNESS POST AND 1.5 FEET SOUTH OF FENCE.
 DP0611
 DP0611                          STATION RECOVERY (1968)
 DP0611
 DP0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 DP0611'ESTABLISHED BY USGS IN 1960.
 DP0611'RECOVERED BY USGS IN 1966 AND 1967.
 DP0611'RECOVERED BY NGS IN 1968.  DESCRIPTION AND POSITION LISTED IN NGS
 DP0611'UNADJUSTED HORIZONTAL CONTROL DATA G 14141, PAGES 103 AND 6.
 DP0611'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING 0.8
 DP0611'FT. ABOVE GROUND, STAMPED---BUD-ET 1960---.
 DP0611
 DP0611                          STATION RECOVERY (1986)
 DP0611
 DP0611'RECOVERED 1986
 DP0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2101 ***********************************************************************
 AW2101  DESIGNATION -  BUELL
 AW2101  PID         -  AW2101
 AW2101  STATE/COUNTY-  TX/HARRIS
 AW2101  USGS QUAD   -  ALMEDA (1995)
 AW2101
 AW2101                         *CURRENT SURVEY CONTROL
 AW2101  ___________________________________________________________________
 AW2101* NAD 83(1993)-  29 36 21.38480(N)    095 26 49.88125(W)     ADJUSTED  
 AW2101* NAVD 88     -        18.362  (meters)      60.24   (feet)  ADJUSTED  
 AW2101  ___________________________________________________________________
 AW2101  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW2101  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW2101  DYNAMIC HT  -          18.336 (meters)      60.16  (feet)  COMP
 AW2101  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 AW2101
 AW2101  HORZ ORDER  -  FIRST
 AW2101  VERT ORDER  -  FIRST     CLASS II
 AW2101
 AW2101.The horizontal coordinates were established by classical geodetic methods
 AW2101.and adjusted by the National Geodetic Survey in February 1996..
 AW2101
 AW2101.The orthometric height was determined by differential leveling
 AW2101.and adjusted by the National Geodetic Survey in June 1991..
 AW2101
 AW2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2101
 AW2101.The geoid height was determined by GEOID03.
 AW2101
 AW2101.The dynamic height is computed by dividing the NAVD 88
 AW2101.geopotential number by the normal gravity value computed on the
 AW2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2101.degrees latitude (g = 980.6199 gals.).
 AW2101
 AW2101.The modeled gravity was interpolated from observed gravity values.
 AW2101
 AW2101;                    North         East     Units Scale Factor Converg.
 AW2101;SPC TXSC     - 4,201,678.523   944,047.563   MT  0.99987439   +1 44 26.0
 AW2101;SPC TXSC     -13,785,006.95  3,097,262.71   sFT  0.99987439   +1 44 26.0
 AW2101;UTM  15      - 3,277,622.950   263,010.200   MT  1.00029304   -1 12 34.4
 AW2101
 AW2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2101!SPC TXSC     -   1.00000139  x   0.99987439  =   0.99987578
 AW2101!UTM  15      -   1.00000139  x   1.00029304  =   1.00029443
 AW2101
 AW2101:                Primary Azimuth Mark                     Grid Az
 AW2101:SPC TXSC     -  HOUSTON GULF TRACTOR TANK                000 09 39.2
 AW2101:UTM  15      -  HOUSTON GULF TRACTOR TANK                003 06 39.6
 AW2101
 AW2101|---------------------------------------------------------------------|
 AW2101| PID    Reference Object                     Distance      Geod. Az  |
 AW2101|                                                           dddmmss.s |
 AW2101| AW6713 HOUSTON GULF TRACTOR TANK           APPROX.19.6 KM 0015405.2 |
 AW2101| AW6578 HOUSTON BROCKSTEIN INC TANK         APPROX. 6.4 KM 0033812.8 |
 AW2101| AW6717 HOUSTON RAD STA KKC 902 MAST        APPROX.17.8 KM 0173058.8 |
 AW2101| AW6598 HOUSTON SHAMROCK HOTEL FLAG         APPROX.11.6 KM 0190457.1 |
 AW2101| AW6653 HOUSTON POLICE RADIO MAST           APPROX.19.2 KM 0225055.4 |
 AW2101| AW6586 HOUSTON KKD 25 KKE 428 MAST         APPROX.16.6 KM 0234249.2 |
 AW2101| AW6514 HOUSTON RAD STA KUHF MAST           APPROX.16.6 KM 0385118.7 |
 AW2101| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX.38.9 KM 0654148.5 |
 AW2101| AW6546 MEADOWBROOK MUNICIPAL TANK          APPROX.19.4 KM 0680718.2 |
 AW2101| AW6516 HOUSTON GARDEN VILLAS MUN TANK      APPROX.14.5 KM 0683238.5 |
 AW2101| AW6528 APT BEACON HOUSTON INTNL APT        APPROX.16.2 KM 0734038.5 |
 AW2101| AW2100 BUELL RM 1                           30.622 METERS 08213     |
 AW2101| AW6412 ELLINGTON FIELD AIRWAY BEACON       APPROX.26.0 KM 0902823.9 |
 AW2101| AW2102 BUELL RM 2                           27.929 METERS 18825     |
 AW2101| AW2104 BUELL AZ MK                                        2691137.1 |
 AW2101| AW6573 BUELL 1942 ECC                        1.551 METERS 26955     |
 AW2101| AW6945 HOUSTON KKG 648 RAD MAST            APPROX. 5.6 KM 2805049.8 |
 AW2101| AW6584 HOUSTON RAD KPRC TALL TV MAST       APPROX.13.1 KM 3565523.5 |
 AW2101|---------------------------------------------------------------------|
 AW2101
 AW2101                          SUPERSEDED SURVEY CONTROL
 AW2101
 AW2101  NAD 83(1986)-  29 36 21.39863(N)    095 26 49.86217(W) AD(       ) 1
 AW2101  NAD 27      -  29 36 20.55841(N)    095 26 49.07329(W) AD(       ) 1
 AW2101  NGVD 29 (12/23/87)   18.358  (m)           60.23   (f) ADJUSTED    1 2
 AW2101
 AW2101.Superseded values are not recommended for survey control.
 AW2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2101.See file dsdata.txt to determine how the superseded data were derived.
 AW2101
 AW2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6301077623(NAD 83)
 AW2101_MARKER: DS = TRIANGULATION STATION DISK
 AW2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2101_SP_SET: CONCRETE POST
 AW2101_STAMPING: BUELL 1942
 AW2101_MARK LOGO: CGS   
 AW2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2101+STABILITY: SURFACE MOTION
 AW2101
 AW2101  HISTORY     - Date     Condition        Report By
 AW2101  HISTORY     - 1942     MONUMENTED       CGS
 AW2101  HISTORY     - 1942     GOOD             CGS
 AW2101  HISTORY     - 1952     GOOD             CGS
 AW2101  HISTORY     - 1964     GOOD             CGS
 AW2101  HISTORY     - 1968     GOOD             CGS
 AW2101  HISTORY     - 1973     GOOD             NGS
 AW2101  HISTORY     - 1973     GOOD             NGS
 AW2101  HISTORY     - 1978     GOOD             NGS
 AW2101  HISTORY     - 1986     GOOD             NGS
 AW2101  HISTORY     - 1987     GOOD             USPSQD
 AW2101  HISTORY     - 1987     GOOD             USPSQD
 AW2101  HISTORY     - 1988     GOOD             USPSQD
 AW2101  HISTORY     - 1988     GOOD             USPSQD
 AW2101  HISTORY     - 1989     GOOD             USPSQD
 AW2101  HISTORY     - 1989     GOOD             USPSQD
 AW2101  HISTORY     - 1989     GOOD             USPSQD
 AW2101  HISTORY     - 19900805 GOOD             USPSQD
 AW2101  HISTORY     - 19941022 GOOD             USPSQD
 AW2101  HISTORY     - 20040218 GOOD             USPSQD
 AW2101
 AW2101                          STATION DESCRIPTION
 AW2101
 AW2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW2101'STATION IS LOCATED 1.35 MILES W OF THE TOWN OF ALMEDA, ON
 AW2101'LAND OWNED AND OCCUPIED BY F.O. BUELL WHO LIVES ABOUT 125
 AW2101'YARDS E OF THE STATION.  IT IS 48 FEET S OF THE CENTER LINE
 AW2101'OF THE MAIN PAVED ROAD, 20 FEET SE OF A TELEPHONE POLE, 15
 AW2101'FEET S OF A FENCE, 15 FEET E OF A FENCE, AND 15 FEET S OF
 AW2101'A WHITE REFERENCE POST.  IT IS STAMPED BUELL 1942 AND IS
 AW2101'SET ABOUT 18 INCHES UNDER THE SURFACE.
 AW2101'
 AW2101'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW2101'BRONZE DISKS SET IN CONCRETE.
 AW2101'
 AW2101'REFERENCE MARK NO. 1 IS E OF THE STATION, 33 FEET S OF THE
 AW2101'CENTER LINE OF THE PAVED ROAD, AND 1 FOOT S OF A FENCE.  IT
 AW2101'IS STAMPED BUELL NO. 1 1942 AND PROJECTS ABOUT 4 INCHES.
 AW2101'
 AW2101'REFERENCE MARK NO. 2 IS S OF THE STATION AND 1 FOOT E OF
 AW2101'A N-S FENCE LINE.  IT IS STAMPED BUELL NO. 2 1942 AND PROJECTS
 AW2101'ABOUT 2 INCHES.
 AW2101'
 AW2101'THE AZIMUTH MARK IS 0.55 MILE W OF THE STATION, 33 FEET
 AW2101'S OF THE MAIN PAVED ROAD, 2 FEET S OF A FENCE, AND 2 FEET
 AW2101'S OF A WHITE REFERENCE POST.  IT IS STAMPED BUELL 1942 AND
 AW2101'PROJECTS ABOUT 4 INCHES.
 AW2101'
 AW2101'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ALMEDA, GO
 AW2101'N ON MAIN ROAD FOR 0.15 MILE TO A PAVED ROAD LEFT, W, TURN
 AW2101'LEFT AND GO 1.35 MILES TO THE BUELL HOUSE ON THE LEFT AND
 AW2101'THE STATION JUST W OF THE HOUSE.
 AW2101'
 AW2101'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE W ON
 AW2101'PAVED ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AW2101'
 AW2101'A 90-FOOT SIGNAL AT SUGARLAND IS VISIBLE AT 77 FEET.
 AW2101'
 AW2101'A 77-FOOT SIGNAL AT LIESTMAN IS VISIBLE AT 77 FEET.
 AW2101'
 AW2101'A 90-FOOT SIGNAL AT BELLAIRE IS VISIBLE AT 77 FEET.
 AW2101'
 AW2101'A 90-FOOT SIGNAL AT RICE IS VISIBLE AT 77 FEET.
 AW2101'
 AW2101'A 90-FOOT SIGNAL AT HOUSTON NORTH BASE IS VISIBLE AT 77 FEET.
 AW2101'
 AW2101'A 90-FOOT SIGNAL AT HOUSTON SOUTH BASE IS VISIBLE AT 77 FEET.
 AW2101
 AW2101                          STATION RECOVERY (1942)
 AW2101
 AW2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW2101'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW2101'CONDITION.
 AW2101'
 AW2101'STATION IS ABOUT 1.6 MILES WESTERLY FROM THE POST OFFICE
 AW2101'AT ALMEDA, ON THE LAND OWNED BY F.O. BUELL, 260 FEET W OF
 AW2101'HIS HOUSE, 45 FEET S OF THE CENTER LINE OF THE ROAD, 21
 AW2101'FEET SE OF A TELEPHONE POLE AT FENCE CORNER, 13.2 FEET S
 AW2101'OF A 4- BY 4-INCH WOODEN MARKER POST IN RIGHT-OF-WAY FENCE
 AW2101'LINE.  IT IS STAMPED BUELL 1942.  THE TOP OF THE MONUMENT
 AW2101'IS ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 AW2101'
 AW2101'REFERENCE MARK NO. 1 IS 100.3 FEET E OF THE STATION, 33.7
 AW2101'FEET S OF THE CENTER LINE OF THE ROAD, 1 FOOT S OF THE
 AW2101'RIGHT-OF-WAY FENCE.  IT IS STAMPED BUELL NO. 1 1942.  THE
 AW2101'MONUMENT PROJECTS 0.4 FOOT.
 AW2101'
 AW2101'REFERENCE MARK NO. 2 IS 91.5 FEET S OF THE STATION, 136.5
 AW2101'FEET S OF THE CENTER LINE OF THE ROAD, 1.7 FEET E OF N-S
 AW2101'FENCE LINE.  IT IS STAMPED BUELL NO. 2 1942.  THE TOP OF
 AW2101'THE MONUMENT IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 AW2101'
 AW2101'AZIMUTH MARK IS ABOUT 0.5 MILE W OF THE STATION, ABOUT 0.45
 AW2101'MILE E OF A SHARP CURVE IN THE ROAD, 35.4 FEET S OF THE
 AW2101'CENTER LINE OF THE ROAD, 2 FEET S OF RIGHT-OF-WAY FENCE AND
 AW2101'WOODEN MARKER POST.  IT IS STAMPED BUELL 1942.  THE MONUMENT
 AW2101
 AW2101                          STATION RECOVERY (1952)
 AW2101
 AW2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW2101'THE STATION MARKS, REFERENCE MARK NO. 1, REFERENCE MARK
 AW2101'NO. 2 AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD
 AW2101'CONDITION.  A DISCREPANCY WAS FOUND IN THE MEASUREMENT
 AW2101'OF REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 AND IN
 AW2101'THE DIRECTION OF REFERENCE MARK NO. 1.
 AW2101'
 AW2101'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW2101'
 AW2101'THE STATION IS LOCATED ABOUT 1.35 MILES WEST OF ALMEDA ON
 AW2101'LAND OWNED BY MR. F.O. BUELL.  IT IS ABOUT 125 YARDS WEST
 AW2101'OF A FARM HOUSE, 43.0 FEET SOUTH OF THE CENTER OF A PAVED
 AW2101'ROAD, 21.0 FEET SOUTHEAST OF A TELEPHONE POLE, 16.0 FEET
 AW2101'EAST OF A FENCE AND 15.0 FEET SOUTH OF A FENCE IN THE NORTHWEST
 AW2101'CORNER OF A SMALL PASTURE.  IT IS ABOUT 12 INCHES BELOW
 AW2101'THE SURFACE OF THE GROUND AND IS STAMPED BUELL 1942.
 AW2101'
 AW2101'REFERENCE MARK NO. 1 IS 32.0 FEET SOUTH OF THE CENTER OF
 AW2101'A PAVED ROAD, 20.0 FEET WEST OF THE CENTER OF A WIRE GATE
 AW2101'LEADING INTO A SMALL PASTURE AND 4.0 FEET SOUTH OF A FENCE.
 AW2101'IT PROJECTS 5 INCHES AND IS STAMPED BUELL NO 1 1942.
 AW2101'
 AW2101'REFERENCE MARK NO. 2 IS 2.0 FEET EAST OF THE WEST FENCE
 AW2101'AROUND A SMALL PASTURE AND ABOUT THE SAME ELEVATION AS THE
 AW2101'STATION.  IT PROJECTS 3 INCHES AND IS STAMPED BUELL NO 2 1942.
 AW2101'
 AW2101'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW2101'NO. 2 IS 153.72 FEET.
 AW2101'
 AW2101'THE AZIMUTH MARK IS 35.0 FEET SOUTH OF THE CENTER OF A PAVED
 AW2101'ROAD, 16.0 FEET EAST OF A TELEPHONE POLE, 2.0 FEET SOUTH
 AW2101'OF A FENCE AND 2.0 FEET SOUTH OF A WITNESS POST.  IT PROJECTS
 AW2101'3 INCHES AND IS STAMPED BUELL 1942.
 AW2101'
 AW2101'TO REACH THE STATION FROM THE CROSS-STREET JUST NORTH OF
 AW2101'THE POST OFFICE IN ALMEDA, GO WEST ON A PAVED ROAD FOR 1.35
 AW2101'MILES TO A GROUP OF FARM BUILDINGS ON THE LEFT AND THE STATION
 AW2101'JUST WEST OF THESE BUILDINGS IN THE NORTHWEST CORNER OF
 AW2101'A SMALL PASTURE AS DESCRIBED.
 AW2101'
 AW2101'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 AW2101'PAVED ROAD FOR 0.55 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 AW2101
 AW2101                          STATION RECOVERY (1964)
 AW2101
 AW2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW2101'THIS MARK WAS RECOVERED AS DESCRIBED.
 AW2101'
 AW2101'R.M. 1, R.M. 2, AND AZIMUTH MARK BUELL WERE RECOVERED AS
 AW2101'DESCRIBED.
 AW2101
 AW2101                          STATION RECOVERY (1968)
 AW2101
 AW2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW2101'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 AW2101'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 AW2101'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.  DUE
 AW2101'TO HIGH VOLTAGE POWER LINES THE TOWER WAS BUILT OVER AN ECCENTRIC
 AW2101'POINT.  A NEW DESCRIPTION FOLLOWS.
 AW2101'
 AW2101'THE STATION IS LOCATED ON THE PROPERTY OF MR. F.O. BUELL
 AW2101'AND LEASED BY THE HOUSTON LIGHTING AND POWER COMPANY, ABOUT
 AW2101'10 MILES SOUTH AND 5 MILES WEST OF THE CENTER OF HOUSTON
 AW2101'AND 1.4 MILES WEST OF ALMEDA.
 AW2101'
 AW2101'TO REACH THE STATION FROM THE INTERSECTION OF ALMEDA ROAD
 AW2101'(STATE HIGHWAY 288) AND ANDERSON ROAD WHICH IS IN THE EXTREME
 AW2101'SOUTH LIMITS OF HOUSTON AND IN ALMEDA, GO WEST ON ANDERSON
 AW2101'ROAD FOR 1.4 MILES TO A METAL GATE ON THE LEFT AND THE STATION
 AW2101'ON THE LEFT, JUST PAST A RESIDENCE OCCUPIED BY MR. FRANK GARNER.
 AW2101'
 AW2101'THE STATION MARK IS A STANDARD DISK STAMPED BUELL 1942, SET
 AW2101'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 AW2101'1 FOOT BELOW THE GROUND SURFACE.  IT IS 20 FEET SOUTHEAST
 AW2101'OF A T-FENCE CORNER, 20 FEET EAST OF A NORTH-SOUTH WIRE
 AW2101'FENCE, 16 FEET SOUTHEAST OF A TELEPHONE POLE AND 14.5 FEET
 AW2101'SOUTH OF AN EAST-WEST WIRE FENCE AND A WITNESS POST.
 AW2101'
 AW2101'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BUELL NO 1 1942,
 AW2101'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW2101'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 40 FEET EAST OF
 AW2101'THE EAST POST OF THE METAL GATE, 34 FEET SOUTH OF THE CENTER
 AW2101'OF ANDERSON ROAD, 23 FEET WEST OF A TELEPHONE POLE AND 4
 AW2101'FEET SOUTH OF THE EAST-WEST WIRE FENCE.
 AW2101'
 AW2101'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BUELL NO 2 1942,
 AW2101'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW2101'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF
 AW2101'THE NORTH-SOUTH WIRE FENCE.
 AW2101'
 AW2101'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUELL 1942, SET
 AW2101'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 AW2101'FLUSH WITH THE GROUND.  IT IS 36 FEET SOUTH OF THE CENTER
 AW2101'OF ANDERSON ROAD, 31 FEET EAST OF THE CENTER OF PARK MANOR,
 AW2101'1 FOOT SOUTH OF A METAL WITNESS POST AND IN THE NORTHWEST
 AW2101'CORNER OF THE YARD AT 5019 ANDERSON ROAD.
 AW2101'
 AW2101'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON ANDERSON
 AW2101'ROAD FOR 0.55 MILE TO PARK MANOR AND THE MARK ON THE LEFT.
 AW2101'
 AW2101'5251 0406 (HCS) IS A HOUSTON CITY SURVEY TRIANGULATION STATION
 AW2101'BRONZE DISK STAMPED 5251 0406, SET IN THE TOP OF A 9-INCH
 AW2101'CYLINDRICAL CONCRETE MONUMENT WHICH IS 8 INCHES BELOW THE
 AW2101'GROUND SURFACE.  IT IS 250 FEET WEST-NORTHWEST OF THE INTERSECTION
 AW2101'OF FUQUA ROAD AND HIRAM CLARKE, 67.2 FEET SOUTHEAST OF A
 AW2101'POWER LINE POLE, 62.9 FEET SOUTHWEST OF A REFERENCE MARKER
 AW2101'SET IN A TRANSFORMER TOWER AND 4.8 FEET NORTH OF A RAILROAD
 AW2101'SPIKE SET IN THE ROAD PAVEMENT.
 AW2101'
 AW2101'TO REACH 5251 0406 (HCS) FROM THE STATION, GO EAST ON ANDERSON
 AW2101'ROAD FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 AW2101'ON HIRAM CLARK AND GO NORTH FOR 0.5 MILE TO A CROSSROAD.
 AW2101'TURN LEFT ON FUQUA ROAD AND GO WEST FOR 0.05 MILE TO THE
 AW2101'MARK ON THE RIGHT.
 AW2101'
 AW2101'5250 0413 (HCS) IS A HOUSTON CITY SURVEY TRIANGULATION STATION
 AW2101'BRONZE DISK STAMPED 5250 0413, SET IN THE TOP OF A 9-INCH
 AW2101'CYLINDRICAL CONCRETE MONUMENT WHICH IS 8 INCHES BELOW THE
 AW2101'GROUND SURFACE.  IT IS 99.5 FEET WEST-NORTHWEST OF A POWER
 AW2101'LINE TOWER AND 3.8 FEET EAST OF A NORTH-SOUTH WIRE FENCE.
 AW2101'
 AW2101'TO REACH 5250 0413 (HCS) FROM THE STATION, GO SOUTH ALONG
 AW2101'THE EAST SIDE OF THE NORTH-SOUTH WIRE FENCE FOR 0.35 MILE TO
 AW2101'THE MARK.
 AW2101
 AW2101                          STATION RECOVERY (1973)
 AW2101
 AW2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JT)
 AW2101'THE STATION, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION
 AW2101'AND LEVELED OVER DURING THE 1973 RELEVELING.
 AW2101'
 AW2101'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 288 (ALMEDA ROAD)
 AW2101'AND ANDERSON ROAD AT ALMEDA, GO 1.45 MILES WEST ALONG ANDERSON
 AW2101'ROAD.
 AW2101'
 AW2101'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 AW2101'BUELL 1942.  0.05 MILE WEST OF THE JUNCTION OF HIRAM CLARKE
 AW2101'STREET, AT THE CROSSING OF A STEEL TOWER POWER TRANSMISSION
 AW2101'LINE, 42-1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 72.3
 AW2101'FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER
 AW2101'OF THE CONCRETE BASE OF A TOWER, 19-1/2 FEET SOUTHEAST OF
 AW2101'A POWER POLE, 15.5 FEET SOUTH OF A WITNESS POST, IN A CONCRETE
 AW2101'POST.
 AW2101'
 AW2101'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED BUELL
 AW2101'NO 1 1942.  100.45 FEET EAST-NORTHEAST OF THE STATION, IN
 AW2101'A CONCRETE POST.
 AW2101'
 AW2101'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED BUELL NO
 AW2101'2 1942.  91.6 FEET SOUTH-SOUTHWEST OF THE STATION, 106 FEET
 AW2101'SOUTH OF A POWER POLE, IN A CONCRETE POST.
 AW2101'
 AW2101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1
 AW2101'1/2 MILES WEST OF ALMEDA.
 AW2101
 AW2101                          STATION RECOVERY (1973)
 AW2101
 AW2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2101'1.45 MI W FROM ALMEDA.
 AW2101'1.45 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2101'288 AT ALMEDA, 0.05 MILE WEST OF THE JUNCTION OF HIRAM CLARKE STREET,
 AW2101'AT THE CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, 42 1/2 FEET
 AW2101'SOUTH OF THE CENTER LINE OF THE ROAD, 72.3 FEET SOUTH AND ACROSS THE
 AW2101'ROAD FROM THE SOUTHWEST CORNER OF A 10- BY 10-FOOT CONCRETE BASE OF
 AW2101'THE FIRST STEEL TOWER NORTH OF THE ROAD, 19 1/2 FEET SOUTHEAST OF A
 AW2101'POWER POLE, 100.45 FEET WEST-SOUTHWEST OF R.M. 1, 91.6 FEET
 AW2101'NORTH-NORTHEAST OF R.M. 2, 21 FEET SOUTHEAST OF A T JUNCTION FENCE
 AW2101'CORNER, 48 FEET WEST-SOUTHWEST OF THE WEST END OF A METAL GATE, 15.3
 AW2101'FEET SOUTH OF A FENCE, 15.8 FEET EAST OF A FENCE, 15.5 FEET SOUTH OF A
 AW2101'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 AW2101'A CONCRETE POST 0.8 FOOT UNDERGROUND.
 AW2101
 AW2101                          STATION RECOVERY (1978)
 AW2101
 AW2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2101'RECOVERED IN GOOD CONDITION.
 AW2101
 AW2101                          STATION RECOVERY (1986)
 AW2101
 AW2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2101'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2101'HIGHWAY 288 IS NOW FM ROAD 521.
 AW2101
 AW2101                          STATION RECOVERY (1987)
 AW2101
 AW2101'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2101'RECOVERED IN GOOD CONDITION.
 AW2101
 AW2101                          STATION RECOVERY (1987)
 AW2101
 AW2101'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2101'RECOVERED IN GOOD CONDITION.
 AW2101
 AW2101                          STATION RECOVERY (1988)
 AW2101
 AW2101'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2101'RECOVERED IN GOOD CONDITION.
 AW2101
 AW2101                          STATION RECOVERY (1988)
 AW2101
 AW2101'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2101'RECOVERED IN GOOD CONDITION.
 AW2101
 AW2101                          STATION RECOVERY (1989)
 AW2101
 AW2101'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2101'RECOVERED IN GOOD CONDITION.
 AW2101
 AW2101                          STATION RECOVERY (1989)
 AW2101
 AW2101'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2101'RECOVERED IN GOOD CONDITION.
 AW2101
 AW2101                          STATION RECOVERY (1989)
 AW2101
 AW2101'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2101'RECOVERED IN GOOD CONDITION.
 AW2101
 AW2101                          STATION RECOVERY (1990)
 AW2101
 AW2101'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2101'RECOVERED IN GOOD CONDITION.
 AW2101
 AW2101                          STATION RECOVERY (1994)
 AW2101
 AW2101'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2101'RECOVERED IN GOOD CONDITION.
 AW2101
 AW2101                          STATION RECOVERY (2004)
 AW2101
 AW2101'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2104 ***********************************************************************
 AW2104  DESIGNATION -  BUELL AZ MK
 AW2104  PID         -  AW2104
 AW2104  STATE/COUNTY-  TX/HARRIS
 AW2104  USGS QUAD   -  ALMEDA (1995)
 AW2104
 AW2104                         *CURRENT SURVEY CONTROL
 AW2104  ___________________________________________________________________
 AW2104* NAD 83(1986)-  29 36 21.     (N)    095 27 23.     (W)     SCALED    
 AW2104* NAVD 88     -        17.898  (meters)      58.72   (feet)  ADJUSTED  
 AW2104  ___________________________________________________________________
 AW2104  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW2104  DYNAMIC HT  -          17.874 (meters)      58.64  (feet)  COMP
 AW2104  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 AW2104
 AW2104  VERT ORDER  -  FIRST     CLASS II
 AW2104
 AW2104.The horizontal coordinates were scaled from a topographic map and have
 AW2104.an estimated accuracy of +/- 6 seconds.
 AW2104
 AW2104.The orthometric height was determined by differential leveling
 AW2104.and adjusted by the National Geodetic Survey in June 1991..
 AW2104
 AW2104.The geoid height was determined by GEOID03.
 AW2104
 AW2104.The dynamic height is computed by dividing the NAVD 88
 AW2104.geopotential number by the normal gravity value computed on the
 AW2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2104.degrees latitude (g = 980.6199 gals.).
 AW2104
 AW2104.The modeled gravity was interpolated from observed gravity values.
 AW2104
 AW2104;                    North         East    Units  Estimated Accuracy
 AW2104;SPC TXSC     - 4,201,640.      943,160.      MT  (+/- 180 meters Scaled)
 AW2104
 AW2104                          SUPERSEDED SURVEY CONTROL
 AW2104
 AW2104  NGVD 29 (12/23/87)   17.894  (m)           58.71   (f) ADJUSTED    1 2
 AW2104
 AW2104.Superseded values are not recommended for survey control.
 AW2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2104.See file dsdata.txt to determine how the superseded data were derived.
 AW2104
 AW2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN621776(NAD 83)
 AW2104_MARKER: DZ = AZIMUTH MARK DISK
 AW2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2104_SP_SET: CONCRETE POST
 AW2104_STAMPING: BUELL 1942
 AW2104_MARK LOGO: CGS   
 AW2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2104+STABILITY: SURFACE MOTION
 AW2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW2104+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 AW2104
 AW2104  HISTORY     - Date     Condition        Report By
 AW2104  HISTORY     - 1942     MONUMENTED       CGS
 AW2104  HISTORY     - 1973     GOOD             NGS
 AW2104  HISTORY     - 1978     GOOD             NGS
 AW2104  HISTORY     - 1986     GOOD             NGS
 AW2104  HISTORY     - 1987     GOOD             USPSQD
 AW2104  HISTORY     - 1987     GOOD             USPSQD
 AW2104  HISTORY     - 1988     GOOD             USPSQD
 AW2104  HISTORY     - 1988     GOOD             USPSQD
 AW2104  HISTORY     - 1989     GOOD             USPSQD
 AW2104  HISTORY     - 1989     GOOD             USPSQD
 AW2104  HISTORY     - 1989     GOOD             USPSQD
 AW2104  HISTORY     - 19900805 GOOD             USPSQD
 AW2104  HISTORY     - 19941022 GOOD             USPSQD
 AW2104  HISTORY     - 20040128 GOOD             LJA
 AW2104
 AW2104                          STATION DESCRIPTION
 AW2104
 AW2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2104'2.05 MI W FROM ALMEDA.
 AW2104'2.05 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2104'288 AT ALMEDA, AT THE SOUTHEAST CORNER OF THE JUNCTION OF PARK MANOR,
 AW2104'35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31 1/2 FEET EAST OF THE
 AW2104'CENTER LINE OF PARK MANOR, 67.6 FEET NORTHWEST OF THE NORTHWEST CORNER
 AW2104'OF BRICK RESIDENCE AT 5019 ANDERSON ROAD, 7 FEET SOUTH OF A TELEPHONE
 AW2104'POLE, 14.7 FEET SOUTHEAST OF THE CENTER OF THE EAST END OF A 24-INCH
 AW2104'PIPE CULVERT, 6.8 FEET SOUTHEAST OF A STREET AND STOP SIGN, 1.0 FOOT
 AW2104'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 AW2104'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW2104
 AW2104                          STATION RECOVERY (1978)
 AW2104
 AW2104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2104'RECOVERED IN GOOD CONDITION.
 AW2104
 AW2104                          STATION RECOVERY (1986)
 AW2104
 AW2104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2104'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2104'HIGHWAY 288 IS NOW ROAD FM 521.
 AW2104
 AW2104                          STATION RECOVERY (1987)
 AW2104
 AW2104'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2104'RECOVERED IN GOOD CONDITION.
 AW2104
 AW2104                          STATION RECOVERY (1987)
 AW2104
 AW2104'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2104'RECOVERED IN GOOD CONDITION.
 AW2104
 AW2104                          STATION RECOVERY (1988)
 AW2104
 AW2104'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW2104'RECOVERED IN GOOD CONDITION.
 AW2104
 AW2104                          STATION RECOVERY (1988)
 AW2104
 AW2104'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2104'RECOVERED IN GOOD CONDITION.
 AW2104
 AW2104                          STATION RECOVERY (1989)
 AW2104
 AW2104'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2104'RECOVERED IN GOOD CONDITION.
 AW2104
 AW2104                          STATION RECOVERY (1989)
 AW2104
 AW2104'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2104'RECOVERED IN GOOD CONDITION.
 AW2104
 AW2104                          STATION RECOVERY (1989)
 AW2104
 AW2104'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2104'RECOVERED IN GOOD CONDITION.
 AW2104
 AW2104                          STATION RECOVERY (1990)
 AW2104
 AW2104'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2104'RECOVERED IN GOOD CONDITION.
 AW2104
 AW2104                          STATION RECOVERY (1994)
 AW2104
 AW2104'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2104'RECOVERED IN GOOD CONDITION.
 AW2104
 AW2104                          STATION RECOVERY (2004)
 AW2104
 AW2104'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2004 (RHC)
 AW2104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2100 ***********************************************************************
 AW2100  DESIGNATION -  BUELL RM 1
 AW2100  PID         -  AW2100
 AW2100  STATE/COUNTY-  TX/HARRIS
 AW2100  USGS QUAD   -  ALMEDA (1995)
 AW2100
 AW2100                         *CURRENT SURVEY CONTROL
 AW2100  ___________________________________________________________________
 AW2100* NAD 83(1986)-  29 36 22.     (N)    095 26 49.     (W)     SCALED    
 AW2100* NAVD 88     -        18.720  (meters)      61.42   (feet)  ADJUSTED  
 AW2100  ___________________________________________________________________
 AW2100  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW2100  DYNAMIC HT  -          18.694 (meters)      61.33  (feet)  COMP
 AW2100  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 AW2100  OBS GRAVITY -     979,275.4   (mgal)                       GRAV_OBS
 AW2100
 AW2100  VERT ORDER  -  FIRST     CLASS II
 AW2100
 AW2100.The horizontal coordinates were scaled from a topographic map and have
 AW2100.an estimated accuracy of +/- 6 seconds.
 AW2100
 AW2100.The orthometric height was determined by differential leveling
 AW2100.and adjusted by the National Geodetic Survey in June 1991..
 AW2100
 AW2100.The geoid height was determined by GEOID03.
 AW2100
 AW2100.The dynamic height is computed by dividing the NAVD 88
 AW2100.geopotential number by the normal gravity value computed on the
 AW2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2100.degrees latitude (g = 980.6199 gals.).
 AW2100
 AW2100.The modeled gravity was interpolated from observed gravity values.
 AW2100.The observed gravity was obtained from relative gravimeter ties
 AW2100.to the IGSN71 gravity network.
 AW2100
 AW2100;                    North         East    Units  Estimated Accuracy
 AW2100;SPC TXSC     - 4,201,700.      944,070.      MT  (+/- 180 meters Scaled)
 AW2100
 AW2100                          SUPERSEDED SURVEY CONTROL
 AW2100
 AW2100  NGVD 29 (12/23/87)   18.716  (m)           61.40   (f) ADJUSTED    1 2
 AW2100
 AW2100.Superseded values are not recommended for survey control.
 AW2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2100.See file dsdata.txt to determine how the superseded data were derived.
 AW2100
 AW2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN630776(NAD 83)
 AW2100_MARKER: DR = REFERENCE MARK DISK
 AW2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2100_SP_SET: CONCRETE POST
 AW2100_STAMPING: BUELL NO 1 1942
 AW2100_MARK LOGO: CGS   
 AW2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2100+STABILITY: SURFACE MOTION
 AW2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2100+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 AW2100
 AW2100  HISTORY     - Date     Condition        Report By
 AW2100  HISTORY     - 1942     MONUMENTED       CGS
 AW2100  HISTORY     - 1973     GOOD             NGS
 AW2100  HISTORY     - 1978     GOOD             NGS
 AW2100  HISTORY     - 1986     GOOD             NGS
 AW2100  HISTORY     - 1987     GOOD             USPSQD
 AW2100  HISTORY     - 1987     GOOD             USPSQD
 AW2100  HISTORY     - 1988     GOOD             USPSQD
 AW2100  HISTORY     - 1988     GOOD             USPSQD
 AW2100  HISTORY     - 1989     GOOD             USPSQD
 AW2100  HISTORY     - 1989     GOOD             USPSQD
 AW2100  HISTORY     - 19900805 GOOD             USPSQD
 AW2100  HISTORY     - 19941022 GOOD             USPSQD
 AW2100  HISTORY     - 20040218 GOOD             USPSQD
 AW2100
 AW2100                          STATION DESCRIPTION
 AW2100
 AW2100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2100'1.45 MI W FROM ALMEDA.
 AW2100'1.45 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2100'288 AT ALMEDA, 30 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 AW2100'100.45 FEET EAST-NORTHEAST OF THE STATION, 41 FEET EAST OF THE EAST
 AW2100'END OF A METAL GATE, 19 FEET NORTHEAST OF THE EAST ONE OF TWO POWER
 AW2100'POLES, 23 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 4.0 FEET SOUTH OF A
 AW2100'FENCE, 4.1 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 AW2100'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AW2100'THE GROUND.
 AW2100
 AW2100                          STATION RECOVERY (1978)
 AW2100
 AW2100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2100'RECOVERED IN GOOD CONDITION.
 AW2100
 AW2100                          STATION RECOVERY (1986)
 AW2100
 AW2100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2100'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2100'5.4 METERS (18.3 FT) NORTHEAST OF POWER POLE 45 AND HIGHWAY 288 IS NOW
 AW2100'FM ROAD 521.
 AW2100
 AW2100                          STATION RECOVERY (1987)
 AW2100
 AW2100'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2100'RECOVERED IN GOOD CONDITION.
 AW2100
 AW2100                          STATION RECOVERY (1987)
 AW2100
 AW2100'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2100'RECOVERED IN GOOD CONDITION.
 AW2100
 AW2100                          STATION RECOVERY (1988)
 AW2100
 AW2100'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW2100'RECOVERED IN GOOD CONDITION.
 AW2100
 AW2100                          STATION RECOVERY (1988)
 AW2100
 AW2100'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2100'RECOVERED IN GOOD CONDITION.
 AW2100
 AW2100                          STATION RECOVERY (1989)
 AW2100
 AW2100'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2100'RECOVERED IN GOOD CONDITION.
 AW2100
 AW2100                          STATION RECOVERY (1989)
 AW2100
 AW2100'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2100'RECOVERED IN GOOD CONDITION.
 AW2100
 AW2100                          STATION RECOVERY (1990)
 AW2100
 AW2100'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2100'RECOVERED IN GOOD CONDITION.
 AW2100
 AW2100                          STATION RECOVERY (1994)
 AW2100
 AW2100'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2100'RECOVERED IN GOOD CONDITION.
 AW2100
 AW2100                          STATION RECOVERY (2004)
 AW2100
 AW2100'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2102 ***********************************************************************
 AW2102  DESIGNATION -  BUELL RM 2
 AW2102  PID         -  AW2102
 AW2102  STATE/COUNTY-  TX/HARRIS
 AW2102  USGS QUAD   -  ALMEDA (1995)
 AW2102
 AW2102                         *CURRENT SURVEY CONTROL
 AW2102  ___________________________________________________________________
 AW2102* NAD 83(1986)-  29 36 21.     (N)    095 26 50.     (W)     SCALED    
 AW2102* NAVD 88     -        18.535  (meters)      60.81   (feet)  ADJUSTED  
 AW2102  ___________________________________________________________________
 AW2102  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW2102  DYNAMIC HT  -          18.509 (meters)      60.72  (feet)  COMP
 AW2102  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 AW2102
 AW2102  VERT ORDER  -  FIRST     CLASS II
 AW2102
 AW2102.The horizontal coordinates were scaled from a topographic map and have
 AW2102.an estimated accuracy of +/- 6 seconds.
 AW2102
 AW2102.The orthometric height was determined by differential leveling
 AW2102.and adjusted by the National Geodetic Survey in June 1991..
 AW2102
 AW2102.The geoid height was determined by GEOID03.
 AW2102
 AW2102.The dynamic height is computed by dividing the NAVD 88
 AW2102.geopotential number by the normal gravity value computed on the
 AW2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2102.degrees latitude (g = 980.6199 gals.).
 AW2102
 AW2102.The modeled gravity was interpolated from observed gravity values.
 AW2102
 AW2102;                    North         East    Units  Estimated Accuracy
 AW2102;SPC TXSC     - 4,201,670.      944,050.      MT  (+/- 180 meters Scaled)
 AW2102
 AW2102                          SUPERSEDED SURVEY CONTROL
 AW2102
 AW2102  NGVD 29 (12/23/87)   18.531  (m)           60.80   (f) ADJUSTED    1 2
 AW2102
 AW2102.Superseded values are not recommended for survey control.
 AW2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2102.See file dsdata.txt to determine how the superseded data were derived.
 AW2102
 AW2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN630776(NAD 83)
 AW2102_MARKER: DR = REFERENCE MARK DISK
 AW2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2102_SP_SET: CONCRETE POST
 AW2102_STAMPING: BUELL NO 2 1942
 AW2102_MARK LOGO: CGS   
 AW2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2102+STABILITY: SURFACE MOTION
 AW2102
 AW2102  HISTORY     - Date     Condition        Report By
 AW2102  HISTORY     - 1942     MONUMENTED       CGS
 AW2102  HISTORY     - 1973     GOOD             NGS
 AW2102  HISTORY     - 1978     GOOD             NGS
 AW2102  HISTORY     - 1986     GOOD             NGS
 AW2102  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2102  HISTORY     - 1988     GOOD             USPSQD
 AW2102  HISTORY     - 1988     GOOD             USPSQD
 AW2102  HISTORY     - 1988     GOOD             USPSQD
 AW2102  HISTORY     - 1989     GOOD             USPSQD
 AW2102  HISTORY     - 1989     GOOD             USPSQD
 AW2102  HISTORY     - 1989     GOOD             USPSQD
 AW2102  HISTORY     - 19900805 GOOD             USPSQD
 AW2102  HISTORY     - 19941022 GOOD             USPSQD
 AW2102  HISTORY     - 20040218 GOOD             USPSQD
 AW2102
 AW2102                          STATION DESCRIPTION
 AW2102
 AW2102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2102'1.45 MI W FROM ALMEDA.
 AW2102'1.45 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2102'288 AT ALMEDA, 0.05 MILE WEST OF THE JUNCTION OF HIRAM CLARKE STREET,
 AW2102'133 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 91.6 FEET
 AW2102'SOUTH-SOUTHWEST OF THE STATION, 105 FEET SOUTH OF A T JUNCTION FENCE
 AW2102'CORNER POST, 106 FEET SOUTH OF A POWER POLE, 1.5 FEET EAST OF A FENCE,
 AW2102'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW2102'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW2102
 AW2102                          STATION RECOVERY (1978)
 AW2102
 AW2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2102'RECOVERED IN GOOD CONDITION.
 AW2102
 AW2102                          STATION RECOVERY (1986)
 AW2102
 AW2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2102'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2102'HIGHWAY 288 IS NOW ROAD FM 521.
 AW2102
 AW2102                          STATION RECOVERY (1987)
 AW2102
 AW2102'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2102'MARK NOT FOUND.
 AW2102
 AW2102                          STATION RECOVERY (1988)
 AW2102
 AW2102'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW2102'RECOVERED IN GOOD CONDITION.
 AW2102
 AW2102                          STATION RECOVERY (1988)
 AW2102
 AW2102'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2102'RECOVERED IN GOOD CONDITION.
 AW2102
 AW2102                          STATION RECOVERY (1988)
 AW2102
 AW2102'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2102'RECOVERED IN GOOD CONDITION.
 AW2102
 AW2102                          STATION RECOVERY (1989)
 AW2102
 AW2102'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2102'RECOVERED IN GOOD CONDITION.
 AW2102
 AW2102                          STATION RECOVERY (1989)
 AW2102
 AW2102'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2102'RECOVERED IN GOOD CONDITION.
 AW2102
 AW2102                          STATION RECOVERY (1989)
 AW2102
 AW2102'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2102'RECOVERED IN GOOD CONDITION.
 AW2102
 AW2102                          STATION RECOVERY (1990)
 AW2102
 AW2102'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2102'RECOVERED IN GOOD CONDITION.
 AW2102
 AW2102                          STATION RECOVERY (1994)
 AW2102
 AW2102'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2102'RECOVERED IN GOOD CONDITION.
 AW2102
 AW2102                          STATION RECOVERY (2004)
 AW2102
 AW2102'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0755 ***********************************************************************
 CC0755  DESIGNATION -  BUENA
 CC0755  PID         -  CC0755
 CC0755  STATE/COUNTY-  TX/PECOS
 CC0755  USGS QUAD   -  BUENA VISTA NE (1972)
 CC0755
 CC0755                         *CURRENT SURVEY CONTROL
 CC0755  ___________________________________________________________________
 CC0755* NAD 83(1993)-  31 14 08.32270(N)    102 34 26.17993(W)     ADJUSTED  
 CC0755* NAVD 88     -       720.5    (meters)    2364.     (feet)  VERTCON   
 CC0755  ___________________________________________________________________
 CC0755  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CC0755  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CC0755
 CC0755  HORZ ORDER  -  FIRST
 CC0755
 CC0755.The horizontal coordinates were established by classical geodetic methods
 CC0755.and adjusted by the National Geodetic Survey in February 1996..
 CC0755
 CC0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0755
 CC0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0755
 CC0755.The geoid height was determined by GEOID03.
 CC0755
 CC0755;                    North         East     Units Scale Factor Converg.
 CC0755;SPC TX C     - 3,176,079.338   486,578.530   MT  0.99989007   -1 09 14.6
 CC0755;SPC TX C     -10,420,186.96  1,596,383.06   sFT  0.99989007   -1 09 14.6
 CC0755;UTM  13      - 3,458,255.557   731,067.165   MT  1.00025861   +1 15 31.0
 CC0755
 CC0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0755!SPC TX C     -   0.99989049  x   0.99989007  =   0.99978057
 CC0755!UTM  13      -   0.99989049  x   1.00025861  =   1.00014907
 CC0755
 CC0755|---------------------------------------------------------------------|
 CC0755| PID    Reference Object                     Distance      Geod. Az  |
 CC0755|                                                           dddmmss.s |
 CC0755| CH8483 BUENA RM 1                           53.645 METERS 00557     |
 CC0755| CH8484 BUENA RM 2                           42.200 METERS 10422     |
 CC0755| CH8482 BUENA AZ MK                                        2815517.6 |
 CC0755|---------------------------------------------------------------------|
 CC0755
 CC0755                          SUPERSEDED SURVEY CONTROL
 CC0755
 CC0755  NAD 83(1986)-  31 14 08.32590(N)    102 34 26.17254(W) AD(       ) 1
 CC0755  NAD 27      -  31 14 07.80800(N)    102 34 24.64600(W) AD(       ) 1
 CC0755  NGVD 29 (07/19/86)  720.3    (m)         2363.     (f) VERT ANG       
 CC0755
 CC0755.Superseded values are not recommended for survey control.
 CC0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0755.See file dsdata.txt to determine how the superseded data were derived.
 CC0755
 CC0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ3106758256(NAD 83)
 CC0755_MARKER: DS = TRIANGULATION STATION DISK
 CC0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0755
 CC0755  HISTORY     - Date     Condition        Report By
 CC0755  HISTORY     - 1935     MONUMENTED       CGS
 CC0755  HISTORY     - 1944     GOOD             PHILIP
 CC0755  HISTORY     - 1972     GOOD             USGS
 CC0755
 CC0755                          STATION DESCRIPTION
 CC0755
 CC0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0755'STATION IS 4 MILES AIRLINE ENE OF BUENAVISTA, TEXAS, ON FLAT
 CC0755'PASTURE LAND ABOUT 200 YARDS NE OF A LONE HOUSE.  ABOUT 20 YARDS
 CC0755'N OF THE INTERSECTION OF THE MAIN ROAD AND THE ROAD LEADING TO
 CC0755'THE HOUSE, 90 FEET N OF THE CENTER LINE OF THE GRADED EW ROAD.
 CC0755'AND MARK PROJECTS 5 INCHES.
 CC0755'
 CC0755'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CC0755'STANDARD DISK STATION MARKS SET IN CONCRETE.
 CC0755'
 CC0755'REFERENCE MARK NO. 1 IS N OF STATION AND PROJECTS 6 INCHES.
 CC0755'
 CC0755'REFERENCE MARK NO. 2 IS E OF STATION, 91 FEET N OF CENTER LINE
 CC0755'OF GRADED EW ROAD AND PROJECTS 6 INCHES.
 CC0755'
 CC0755'AZIMUTH MARK IS W OF STATION, 50 FEET S OF CENTER LINE OF
 CC0755'GRADED EW ROAD, AND PROJECTS 6 INCHES.
 CC0755'
 CC0755'STATION IS REACHED FROM A WHITE STUCCO CHURCH AT CROSSROADS
 CC0755'AT NORTHERN EDGE OF VILLAGE OF BUENAVISTA BY DRIVING NORTHEASTERLY
 CC0755'ON MAIN ROAD FOR 1.4 MILES TO A CROSSRODS.  CONTINUE NORTHEASTERLY
 CC0755'FROM CROSSROADS FOR 1.4 MILES ON GRADED ROAD TO FORKS.  TAKE
 CC0755'RIGHT FORK ACROSS CATTLE GUARD AND DRIVE EASTERLY ON GRADED
 CC0755'ROAD FOR 2.3 MILES TO ROAD INTERSECTION AND STATION.
 CC0755'
 CC0755'A 50-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 CC0755
 CC0755                          STATION RECOVERY (1944)
 CC0755
 CC0755'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1944 (WPM)
 CC0755'STATION FOUND AS DESCRIBED AND STATION MARKS AND REFERENCE
 CC0755'MARKS IN GOOD CONDITION.  STATION STAMPED BUENA 1935.  THE
 CC0755'ROAD PAST THE STATION HAS BEEN WIDENED AND THE AZIMUTH MARK
 CC0755'DESTROYED.  THE CONCRETE BLOCK CONTAINING THE MARK IS LYING
 CC0755'ON ITS SIDE BY THE ROADSIDE.
 CC0755
 CC0755                          STATION RECOVERY (1972)
 CC0755
 CC0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (CFL)
 CC0755'TO REACH FROM THE POST OFFICE IN IMPERIAL, TEXAS GO SE ON
 CC0755'FM HWY. 11 4.9 MI. TO X-RD.  TAKE LEFT FORK NE 1.4 MI. TO Y-RD,
 CC0755'TAKE RIGHT FORK.  THENCE GO 2.2 MI. TO JOG IN THE SOUTH ROW
 CC0755'FENCE AND STATION ON NORTH SIDE OF N ROW FENCE, AND ABOUT 90
 CC0755'FT. N OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1561 ***********************************************************************
 AB1561  DESIGNATION -  BUENA VISTA WINDMILL
 AB1561  PID         -  AB1561
 AB1561  STATE/COUNTY-  TX/CAMERON
 AB1561  USGS QUAD   -  THREE ISLANDS (1983)
 AB1561
 AB1561                         *CURRENT SURVEY CONTROL
 AB1561  ___________________________________________________________________
 AB1561* NAD 83(1993)-  26 15 11.07557(N)    097 21 35.63091(W)     ADJUSTED  
 AB1561* NAVD 88     -                                                        
 AB1561  ___________________________________________________________________
 AB1561  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AB1561  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 AB1561
 AB1561  HORZ ORDER  -  THIRD
 AB1561
 AB1561.The horizontal coordinates were established by classical geodetic methods
 AB1561.and adjusted by the National Geodetic Survey in February 1996..
 AB1561
 AB1561
 AB1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1561
 AB1561.The geoid height was determined by GEOID03.
 AB1561
 AB1561;                    North         East     Units Scale Factor Converg.
 AB1561;SPC TX S     - 5,065,485.369   413,894.875   MT  0.99997936   +0 31 03.4
 AB1561;SPC TX S     -16,619,013.25  1,357,920.10   sFT  0.99997936   +0 31 03.4
 AB1561;UTM  14      - 2,904,748.148   663,798.059   MT  0.99993127   +0 43 32.3
 AB1561
 AB1561                          SUPERSEDED SURVEY CONTROL
 AB1561
 AB1561  NAD 83(1986)-  26 15 11.08956(N)    097 21 35.58934(W) AD(       ) 4
 AB1561  NAD 27      -  26 15 09.82200(N)    097 21 34.65800(W) AD(       ) 3
 AB1561
 AB1561.Superseded values are not recommended for survey control.
 AB1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1561.See file dsdata.txt to determine how the superseded data were derived.
 AB1561
 AB1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6379804748(NAD 83)
 AB1561_MARKER: 66 = WINDMILL
 AB1561
 AB1561  HISTORY     - Date     Condition        Report By
 AB1561  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1561
 AB1561                          STATION DESCRIPTION
 AB1561
 AB1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1561'STATION IS LOCATED 15 MILES E OF RIO HONDO AND 2.5 MILES S OF
 AB1561'THE ARROYO COLORADO SHIP CHANNEL, AND IS APPROXIMATELY HALF
 AB1561'WAY BETWEEN LAGUNA MADRE AND CAYO ATACOSA.
 AB1561'
 AB1561'TO REACH FROM THE DEPOT AT RIO HONDO, GO E ON STATE HIGHWAY 345
 AB1561'0.55 MILE TO FORK, TAKE RIGHT FORK AND GO 0.05 MILE TO T
 AB1561'INTERSECTION LEFT (FARM ROAD 106), TURN LEFT AND GO E 2.3 MILES
 AB1561'TO WHERE 106 TURNS N, CONTINUE STRAIGHT AHEAD 11.8 MILES TO
 AB1561'T INTERSECTION, TURN LEFT, AND GO N 3.1 MILES TO END OF HARD
 AB1561'SURFACE, CONTINUE 1.6 MILES TO CROSSROADS, TURN LEFT AND GO W
 AB1561'ABOUT 0.5 MILE TO BUENA VISTA RANCH HOUSE AND STATION SITE.
 AB1561'
 AB1561'STATION IS A STEEL TOWER WINDMILL ABOUT 35 FEET HIGH.  IT IS 75 FEET
 AB1561'W OF A DWELLING, 10 FEET S OF ELEVATED TANK, AND IS THE SOUTHERLY
 AB1561'OF TWO WINDMILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2315 ***********************************************************************
 AN2315  DESIGNATION -  BUENO
 AN2315  PID         -  AN2315
 AN2315  STATE/COUNTY-  TX/ARANSAS
 AN2315  USGS QUAD   -  ST CHARLES BAY (1973)
 AN2315
 AN2315                         *CURRENT SURVEY CONTROL
 AN2315  ___________________________________________________________________
 AN2315* NAD 83(1993)-  28 10 40.69376(N)    096 58 13.27758(W)     ADJUSTED  
 AN2315* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AN2315  ___________________________________________________________________
 AN2315  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AN2315  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN2315
 AN2315  HORZ ORDER  -  SECOND
 AN2315
 AN2315.The horizontal coordinates were established by classical geodetic methods
 AN2315.and adjusted by the National Geodetic Survey in February 1996..
 AN2315
 AN2315.The orthometric height was scaled from a topographic map.
 AN2315
 AN2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2315
 AN2315.The geoid height was determined by GEOID03.
 AN2315
 AN2315;                    North         East     Units Scale Factor Converg.
 AN2315;SPC TXSC     - 4,039,927.101   799,313.731   MT  1.00006528   +0 59 39.7
 AN2315;SPC TXSC     -13,254,327.50  2,622,415.13   sFT  1.00006528   +0 59 39.7
 AN2315;UTM  14      - 3,118,584.305   699,254.256   MT  1.00009003   +0 57 31.5
 AN2315
 AN2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2315!SPC TXSC     -   1.00000379  x   1.00006528  =   1.00006907
 AN2315!UTM  14      -   1.00000379  x   1.00009003  =   1.00009382
 AN2315
 AN2315|---------------------------------------------------------------------|
 AN2315| PID    Reference Object                     Distance      Geod. Az  |
 AN2315|                                                           dddmmss.s |
 AN2315| CV6971 BUENO RM 1                           30.250 METERS 08559     |
 AN2315| CV6972 BUENO RM 2                           31.680 METERS 18236     |
 AN2315| AN2091 PETE 1934                           APPROX. 3.5 KM 2840654.4 |
 AN2315|---------------------------------------------------------------------|
 AN2315
 AN2315                          SUPERSEDED SURVEY CONTROL
 AN2315
 AN2315  NAD 83(1986)-  28 10 40.70191(N)    096 58 13.25821(W) AD(       ) 2
 AN2315  NAD 27      -  28 10 39.66700(N)    096 58 12.29500(W) AD(       ) 2
 AN2315
 AN2315.Superseded values are not recommended for survey control.
 AN2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2315.See file dsdata.txt to determine how the superseded data were derived.
 AN2315
 AN2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9925418584(NAD 83)
 AN2315_MARKER: DS = TRIANGULATION STATION DISK
 AN2315_SETTING: 0 = UNSPECIFIED SETTING
 AN2315
 AN2315  HISTORY     - Date     Condition        Report By
 AN2315  HISTORY     - 1934     MONUMENTED       CGS
 AN2315
 AN2315                          STATION DESCRIPTION
 AN2315
 AN2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2315'STATION IS ABOUT 12 MILES NNE OF ROCKPORT, ABOUT 3-1/2 MILES
 AN2315'NE OF LAMAR, ON THE W SHORE OF ST. CHARLES BAY.  IT IS IN
 AN2315'A PASTURE COVERED WITH A DENSE GROWTH OF MESQUITE AND SCRUB
 AN2315'OAK, ABOUT 2-1/2 MILES S OF A FENCE LEADING E AND W, 1/2
 AN2315'MILE NW FROM W SHORE OF ST. CHARLES BAY, AND 1/2 MILE NE
 AN2315'FROM THE EDGE OF A MARSH EXTENDING BACK ABOUT A MILE FROM
 AN2315'BAY SHORE.
 AN2315'
 AN2315'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2315'SET IN CONCRETE.
 AN2315'
 AN2315'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2315'WINDMILL (5 MILES DISTANT), 142 DEG.  BUENO VISTA LODGE,
 AN2315'163 DEG.
 AN2315'
 AN2315'HEIGHT OF LIGHT ABOVE STATION MARK - 13.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2013 ***********************************************************************
 AW2013  DESIGNATION -  BUFFALO
 AW2013  PID         -  AW2013
 AW2013  STATE/COUNTY-  TX/HARRIS
 AW2013  USGS QUAD   -  PASADENA (1995)
 AW2013
 AW2013                         *CURRENT SURVEY CONTROL
 AW2013  ___________________________________________________________________
 AW2013* NAD 83(1993)-  29 43 28.93992(N)    095 12 46.28891(W)     ADJUSTED  
 AW2013* NAVD 88     -         7.00   (+/-2cm)      23.0    (feet)  VERTCON   
 AW2013  ___________________________________________________________________
 AW2013  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AW2013  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW2013
 AW2013  HORZ ORDER  -  FIRST
 AW2013  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2013
 AW2013.The horizontal coordinates were established by classical geodetic methods
 AW2013.and adjusted by the National Geodetic Survey in February 1996..
 AW2013
 AW2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2013.The vertical order pertains to the NGVD 29 superseded value.
 AW2013
 AW2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2013
 AW2013.The geoid height was determined by GEOID03.
 AW2013
 AW2013;                    North         East     Units Scale Factor Converg.
 AW2013;SPC TXSC     - 4,215,546.883   966,305.893   MT  0.99988630   +1 51 19.3
 AW2013;SPC TXSC     -13,830,506.73  3,170,288.58   sFT  0.99988630   +1 51 19.3
 AW2013;UTM  15      - 3,290,331.190   285,961.110   MT  1.00016529   -1 05 51.5
 AW2013
 AW2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2013!SPC TXSC     -   1.00000317  x   0.99988630  =   0.99988947
 AW2013!UTM  15      -   1.00000317  x   1.00016529  =   1.00016846
 AW2013
 AW2013:                Primary Azimuth Mark                     Grid Az
 AW2013:SPC TXSC     -  KTRH BROADCASTING STA E TOWER            108 49 27.2
 AW2013:UTM  15      -  KTRH BROADCASTING STA E TOWER            111 46 38.0
 AW2013
 AW2013|---------------------------------------------------------------------|
 AW2013| PID    Reference Object                     Distance      Geod. Az  |
 AW2013|                                                           dddmmss.s |
 AW2013| AW6451 KTRH BROADCASTING STA E TOWER       APPROX. 4.2 KM 1104046.5 |
 AW2013| AW6480 PASADENA RAD STA KTRH W MAST        APPROX. 4.1 KM 1110933.1 |
 AW2013| AW2014 BUFFALO 2                            31.658 METERS 17446     |
 AW2013| AW6438 SOUTH HOUSTON MUN TANK NO 1         APPROX. 7.2 KM 2012144.3 |
 AW2013| AW6495 SOUTH HOUSTON AIRWAY BEACON         APPROX.11.0 KM 2203422.2 |
 AW2013| CV6973 BUFFALO RM 2                                       22741     |
 AW2013| AW6651 HOUSTON ESPERSON BLDG DOME          APPROX.15.2 KM 2842654.4 |
 AW2013| AW6424 GALENA PARK TEXACO TANK             APPROX. 1.2 KM 3232137.6 |
 AW2013|---------------------------------------------------------------------|
 AW2013
 AW2013                          SUPERSEDED SURVEY CONTROL
 AW2013
 AW2013  NAD 83(1986)-  29 43 28.95499(N)    095 12 46.26950(W) AD(       ) 1
 AW2013  NAD 27      -  29 43 28.13316(N)    095 12 45.50737(W) AD(       ) 1
 AW2013  NGVD 29 (??/??/92)    6.996  (m)           22.95   (f) ADJ UNCH    1 2
 AW2013
 AW2013.Superseded values are not recommended for survey control.
 AW2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2013.See file dsdata.txt to determine how the superseded data were derived.
 AW2013
 AW2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8596190331(NAD 83)
 AW2013_MARKER: DS = TRIANGULATION STATION DISK
 AW2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2013_STAMPING: BUFFALO 1931
 AW2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2013+STABILITY: SURFACE MOTION
 AW2013
 AW2013  HISTORY     - Date     Condition        Report By
 AW2013  HISTORY     - 1931     MONUMENTED       CGS
 AW2013  HISTORY     - 1936     GOOD             CGS
 AW2013  HISTORY     - 1937     GOOD             TXHD
 AW2013  HISTORY     - 1940     GOOD             CGS
 AW2013  HISTORY     - 1951     GOOD             CGS
 AW2013  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AW2013  HISTORY     - 1954     GOOD             CGS
 AW2013  HISTORY     - 1955     GOOD             CGS
 AW2013  HISTORY     - 1961     GOOD             CGS
 AW2013  HISTORY     - 1964     GOOD             CGS
 AW2013  HISTORY     - 1967     GOOD             CGS
 AW2013  HISTORY     - 1967     GOOD             NGS
 AW2013  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW2013  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2013  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW2013
 AW2013                          STATION DESCRIPTION
 AW2013
 AW2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW2013'ABOUT 5 MILES E OF HARRISBURG, 1 MILE N OF PASADENA, ON S
 AW2013'BANK OF HOUSTON SHIP CHANNEL, 0.9 MILE N OF HOUSTON-LA PORTE
 AW2013'PAVED ROAD, 0.1 MILE W OF ROAD LEADING TO FERRY AND W OF
 AW2013'A REFINERY, ON SAME KNOLL AS MONUMENT COMMEMORATING CAPTURE
 AW2013'OF SANTA ANNA, ON LAND BELONGING TO J.S. CULLINAN OF HOUSTON.
 AW2013'
 AW2013'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW2013'SET IN CONCRETE.  SURFACE MARK PROJECTS ABOUT 4 INCHES ABOVE
 AW2013'THE GROUND.
 AW2013'
 AW2013'REFERENCE MARK 1 PROJECTS ABOUT 12 INCHES ABOVE GROUND, IS
 AW2013'ON SAME PROPERTY AS STATION, 201 FEET S OF BANK OF BAYOU,
 AW2013'95.5 FEET SE OF MONUMENT, 63 FEET NE OF NE CORNER OF HOUSE,
 AW2013'1.2 FEET N OF FENCELINE, AND 161.27 FEET FROM STATION
 AW2013'
 AW2013'REFERENCE MARK 2 PROJECTS ABOUT 3 INCHES ABOVE GROUND, IS
 AW2013'NEAR GROUP OF FARM BUILDINGS ABOUT 1/4 MILE SW OF MONUMENT,
 AW2013'71 FEET SE OF SE CORNER OF CONCRETE PUMPHOUSE, 22.5 FEET
 AW2013'S OF SE CORNER OF BARN, 1 FOOT E OF FENCELINE JUST N OF
 AW2013'GATE, AND 0.25 MILE FROM STATION.
 AW2013'
 AW2013'BEARING FROM STATION OF TEXAS OIL CO. TANK, DISTANT 1-1/2
 AW2013'MILES.
 AW2013'
 AW2013'TO REACH STATION FROM PASADENA, GO 0.8 MILE ON ROAD LEADING
 AW2013'N JUST W OF BUSINESS DISTRICT, THENCE W 0.1 MILE ALONG LANE
 AW2013'LEADING W TO LARGE FRAME HOUSE ON HILL.  STATION IS 200 FEET
 AW2013'N OF NE CORNER OF HOUSE, 162.5 FEET N OF FENCELINE, 70.5
 AW2013'FEET N OF GRANITE MEMORIAL TABLET, AND 41 FEET S OF EDGE OF
 AW2013'BLUFF OF BUFFALO BAYOU (HOUSTON SHIP CHANNEL).
 AW2013
 AW2013                          STATION RECOVERY (1936)
 AW2013
 AW2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (GWM)
 AW2013'STATION MARK WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 AW2013'AN AZIMUTH MARK WAS ESTABLISHED AND REFERENCE MARK 2 WAS
 AW2013'DESTROYED.
 AW2013'
 AW2013'THE AZIMUTH MARK IS SSE OF THE STATION, DIRECTLY W AND ACROSS
 AW2013'THE PAVEMENT FROM LARGE BRICK BUILDING, ABOUT 400 FEET NNW
 AW2013'FROM LARGE CONCRETE SMOKESTACK, 30.4 FEET W OF THE CENTER
 AW2013'LINE OF PAVED STREET, IN A N-S POWER-TRANSMISSION LINE, AND
 AW2013'IN A N-S FENCELINE AT A T-CORNER.  THE MARK IS A BRONZE
 AW2013'REFERENCE DISK SET IN A DRILL HOLE IN TOP OF CONCRETE POST.
 AW2013'IT IS STAMPED BUFFALO 1931 1936 AND PROJECTS ABOUT 4 INCHES.
 AW2013
 AW2013                          STATION RECOVERY (1937)
 AW2013
 AW2013'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW2013'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 AW2013'SITE OF STATION IS NOW ON PROPERTY OF CHAMPION PAPER AND
 AW2013'FIBER CO.  NO ATTEMPT WAS MADE TO RECOVER REFERENCE MARKS.
 AW2013
 AW2013                          STATION RECOVERY (1940)
 AW2013
 AW2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 AW2013'AT PASADENA ABOUT 400 FEET SW OF THE FERRY LANDING, AND
 AW2013'AT THE TOP OF A HILL.  A STANDARD TRIANGULATION-STATION
 AW2013'DISK, STAMPED BUFFALO AND SET IN THE TOP OF A CONCRETE POST.
 AW2013'(8.150 METERS OR 26.739 FEET.)
 AW2013
 AW2013                          STATION RECOVERY (1951)
 AW2013
 AW2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 AW2013'STATION MARK AND REFERENCE MARK 1 WERE FOUND AS DESCRIBED
 AW2013'AND WERE IN GOOD CONDITION.  THE AZIMUTH MARK, THAT WAS SET
 AW2013'IN 1936, WAS PROBABLY DESTROYED IN THE CONSTRUCTION OF THE
 AW2013'WASHBURN TUNNEL.
 AW2013'
 AW2013'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 AW2013'THE LAND IS OWNED BY THE CHAMPION PAPER AND FIBER CO.
 AW2013
 AW2013                          STATION RECOVERY (1952)
 AW2013
 AW2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW2013'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 AW2013'THE AZIMUTH MARK WAS NOT FOUND, AND IT IS BELIEVED TO HAVE
 AW2013'BEEN DESTROYED DURING CONSTRUCTION OF THE WASHBURN TUNNEL.
 AW2013'DESCRIPTION IS OBSOLETE.  A NEW DESCRIPTION FOLLOWS--
 AW2013'
 AW2013'LOCATED APPROXIMATELY 1 MI. N OF THE CITY HALL AT PASADENA,
 AW2013'ON THE S BANK OF THE HOUSTON SHIP CHANNEL, ON THE PROPERTY
 AW2013'OF CHAMPION PAPER AND FIBER CO., AND ON THE SAME LAWN-GRASS
 AW2013'COVERED KNOLL AS THE HISTORICAL MONUMENT COMMEMORATING THE
 AW2013'CAPTURE OF SANTA ANNA.
 AW2013'
 AW2013'SURFACE, UNDERGROUND, AND REFERENCE MARK 1 ARE STANDARD
 AW2013'DISKS, SET IN CONCRETE.
 AW2013'
 AW2013'SURFACE MARK EXTENDS 6 IN. ABOVE GROUND.
 AW2013'
 AW2013'REFERENCE MARK 1 EXTENDS 12 IN. ABOVE GROUND AND IS ON THE
 AW2013'SAME PROPERTY AS THE STATION, 180 FT. S OF THE SHIP CHANNEL
 AW2013'SHORELINE, 95 FT. SE OF THE HISTORICAL MONUMENT, AND 161.27
 AW2013'FT. FROM THE STATION.
 AW2013'
 AW2013'TO REACH FROM THE CITY HALL AND FIRE STATION BUILDING IN
 AW2013'PASADENA, GO N ON SHAVER STREET TO THE WASHBURN TUNNEL ENTRANCE,
 AW2013'AND TAKE THE ROAD TO THE RIGHT WHICH DIVERTS TRAFFIC TO
 AW2013'THE CHAMPION PAPER AND FIBER CO. PLANT.  STATION SITE IS
 AW2013'IN THE REAR OF THE PAPER COMPANY OFFICE BUILDING.
 AW2013
 AW2013                          STATION RECOVERY (1954)
 AW2013
 AW2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW2013'AT PASADENA, 0.15 MI. N OF THE S END OF THE WASHBURN TUNNEL,
 AW2013'ON THE PROPERTY OF THE CHAMPION PAPER AND FIBER COMPANY,
 AW2013'71 FT. N OF A LARGE GRANITE MONUMENT, 17 FT. S OF THE S BANK
 AW2013'OF THE HOUSTON SHIP CHANNEL, A TRIANGULATION-STATION DISK,
 AW2013'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FT.
 AW2013'ABOVE THE GROUND, AND STAMPED BUFFALO 1931 ELEV 26.739 FT.
 AW2013'
 AW2013'REFERENCE MARK 1 IS 161.1 FT. SE OF THE STATION, 177 FT. S
 AW2013'OF THE S BANK OF THE HOUSTON SHIP CHANNEL, 64 FT. NE OF THE
 AW2013'NE CORNER OF THE PAPER COMPANY OFFICE BUILDING, 26 FT. NE
 AW2013'OF THE CENTERLINE OF A PRIVATE ROAD, 96 FT. SE OF A LARGE
 AW2013'GRANITE MONUMENT, A REFERENCE-MARK DISK, SET IN THE TOP
 AW2013'OF A CONCRETE POST WHICH PROJECTS 0.8 FT. ABOVE THE GROUND,
 AW2013'AND STAMPED BUFFALO NO 1 1931.
 AW2013
 AW2013                          STATION RECOVERY (1955)
 AW2013
 AW2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW2013'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 AW2013'REFERENCE MARK 2 IS DESTROYED PER THE 1936 RECOVERY NOTE.
 AW2013'THE AZIMUTH MARK ESTABLISHED IN 1936 COULD NOT BE FOUND.
 AW2013'THE DISTANCE GIVEN FROM THE ROAD WOULD PLACE THE MONUMENT
 AW2013'UNDER A RAILROAD SIDING.  A REVISED DESCRIPTION FOLLOWS--
 AW2013'
 AW2013'LOCATED IN PASADENA.  TO REACH FROM THE POST OFFICE IN PASADENA,
 AW2013'GO W ON WEST SHAW STREET FOR ONE BLOCK, TURN RIGHT ON SHAVER
 AW2013'STREET AND GO N FOR 0.6 MI. (HALF-CIRCLING THE TRAFFIC CIRCLE)
 AW2013'TO THE GUARDHOUSE AT THE S ENTRANCE TO WASHBURN TUNNEL, BEAR
 AW2013'RIGHT ON THE UPPER-LEVEL ROAD AND CONTINUE FOR 0.25 MI. N
 AW2013'TO THE STATION ON THE RIGHT.
 AW2013'
 AW2013'THE STATION IS ON THE PROPERTY OF THE CHAMPION PAPER AND
 AW2013'FIBRE CO., 66 FT. NE OF A GRANITE MONUMENT COMMEMORATING
 AW2013'THE CAPTURE OF SANTA ANA, AND 15 FT. SW OF THE S BANK OF
 AW2013'THE HOUSTON SHIP CHANNEL.  A STANDARD DISK, STAMPED BUFFALO
 AW2013'1931 ELEV 26.739 AND SET IN THE TOP OF A 12-IN. SQUARE CONCRETE
 AW2013'MONUMENT PROJECTING 0.5 FT.
 AW2013'
 AW2013'REFERENCE MARK 1 IS S-SE OF THE STATION, 90 FT. SE OF THE
 AW2013'SANTA ANA MONUMENT, AND 10 FT. NE OF THE EDGE OF THE BLACK-TOP
 AW2013'ROAD.  A STANDARD DISK, STAMPED BUFFALO 1931 NO 1 AND SET
 AW2013'IN THE TOP OF A 12-IN. SQUARE CONCRETE MONUMENT PROJECTING
 AW2013'1 FT.
 AW2013
 AW2013                          STATION RECOVERY (1961)
 AW2013
 AW2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 AW2013'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AW2013'AND FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AW2013'PROVED TO BE ADEQUATE.
 AW2013
 AW2013                          STATION RECOVERY (1964)
 AW2013
 AW2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW2013'ABOUT 0.15 MILE NORTH OF THE SOUTH END OF THE WASHBURN TUNNEL
 AW2013'AT PASADENA, ON PROPERTY BELONGING TO THE CHAMPION PAPER
 AW2013'AND FIBER COMPANY, ABOUT 0.1 MILE NORTHEAST OF THE MAIN OFFICE
 AW2013'BUILDING, 161 FEET NORTHWEST OF R.M. 1, 71 FEET NORTH OF A
 AW2013'LARGE GRANITE MONUMENT, 13 FEET SOUTH OF THE NORTH EDGE OF
 AW2013'THE SOUTH BANK OF THE HOUSTON SHIP CHANNEL, AND SET IN THE
 AW2013'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW2013'
 AW2013'R.M. 1 IS 161 FEET SOUTHEAST OF THE STATION MARK, 170 FEET
 AW2013'SOUTH OF THE NORTH EDGE OF THE SOUTH BANK OF THE HOUSTON
 AW2013'SHIP CHANNEL, 96 FEET SOUTHEAST OF A GRANITE MONUMENT, 64
 AW2013'FEET NORTHEAST ACROSS THE ROAD FROM A SMALL BUILDING, 26
 AW2013'FEET NORTHEAST OF THE CENTER LINE OF A PAVED ROAD, AND SET
 AW2013'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT.
 AW2013'
 AW2013'R.M. 2 WAS NOT RECOVERED.
 AW2013
 AW2013                          STATION RECOVERY (1967)
 AW2013
 AW2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AW2013'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 AW2013'CONDITION.  DUE TO A PROTECTIVE BULKHEAD TO BE CONSTRUCTED
 AW2013'ALONG THE SHORE LINE FRONTING THE HOUSTON SHIP CHANNEL AT
 AW2013'STATION SITE.  THE STATION MARK IS IN DANGER OF BEING DESTROYED.
 AW2013'A NEW STATION BUFFALO 2 WAS SET AND ITS POSITION AND ELEVATION
 AW2013'WERE DETERMINED FROM BUFFALO.  DISTANCE BEING 31.658 METERS
 AW2013'(103.86 FEET) SOUTH OF TRIANGULATION STATION BUFFALO TO
 AW2013'BUFFALO 2.
 AW2013'
 AW2013'REFERENCE MARK NO. 1 WAS OUT OF CONSTRUCTION AREA.  IT WAS
 AW2013'USED TO SERVE AS A REFERENCE MARK TO BUFFALO 2.
 AW2013'
 AW2013'THE OLD STATION MARK WAS NOT DISTURBED BUT WILL PROBABLY
 AW2013'BE DESTROYED IN THE NEAR FUTURE.
 AW2013'
 AW2013'AZIMUTH MARK WAS NOT FOUND.  NO OBJECTS WERE VISIBLE FROM
 AW2013'GROUND TO SET AN AZIMUTH MARK.
 AW2013'
 AW2013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PASADENA
 AW2013
 AW2013                          STATION RECOVERY (1967)
 AW2013
 AW2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 AW2013'IN PASADENA.
 AW2013'AT PASADENA, 0.15 MILE NORTH OF THE SOUTH END OF THE WASHBURN TUNNEL,
 AW2013'ON PROPERTY OF THE CHAMPION PAPERS TEXAS DIVISION, ABOUT 200 YARDS
 AW2013'NORTHEAST OF THERE MAIN OFFICE, 71 FEET NORTH OF A GRANITE MONUMENT
 AW2013'COMMEMORATING THE CAPTURE OF SANTA ANA, AND 17 FEET SOUTH OF THE SOUTH
 AW2013'BANK OF THE HOUSTON SHIP CHANNEL.  A TRIANGULATION STATION DISK SET
 AW2013'IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE GROUND.
 AW2013'NOTE-- THIS BENCH MARK MAYBE DESTROYED IN THE NEAR FUTURE WHEN A BULK
 AW2013'HEAD WILL BE CONSTRUCTED ALONG THE SHORE LINE FRONTING THE HOUSTON
 AW2013'SHIP CHANNEL.  A NEW STATION WAS SET AND ITS ELEVATION DETERMINED FROM
 AW2013'THE OLD STATION.
 AW2013
 AW2013                          STATION RECOVERY (1976)
 AW2013
 AW2013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW2013'MARK NOT FOUND.
 AW2013
 AW2013                          STATION RECOVERY (1978)
 AW2013
 AW2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2013'NOT RECOVERED.  NOTE=THE BANK OF THE SHIP CHANNEL HAS BEEN SLOPED
 AW2013'OFF, MARK BELIEVED TO HAVE BEEN DESTROYED.
 AW2013
 AW2013                          STATION RECOVERY (1994)
 AW2013
 AW2013'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6830 ***********************************************************************
 AW6830  DESIGNATION -  BUFFALO
 AW6830  PID         -  AW6830
 AW6830  STATE/COUNTY-  TX/BRAZORIA
 AW6830  USGS QUAD   -  LAKE JACKSON (1974)
 AW6830
 AW6830                         *CURRENT SURVEY CONTROL
 AW6830  ___________________________________________________________________
 AW6830* NAD 83(1993)-  29 03 14.12268(N)    095 29 46.16154(W)     ADJUSTED  
 AW6830* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AW6830  ___________________________________________________________________
 AW6830  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6830  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW6830
 AW6830  HORZ ORDER  -  SECOND
 AW6830
 AW6830.The horizontal coordinates were established by classical geodetic methods
 AW6830.and adjusted by the National Geodetic Survey in February 1996..
 AW6830
 AW6830.The orthometric height was scaled from a topographic map.
 AW6830
 AW6830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6830
 AW6830.The geoid height was determined by GEOID03.
 AW6830
 AW6830;                    North         East     Units Scale Factor Converg.
 AW6830;SPC TXSC     - 4,140,384.778   941,139.762   MT  0.99987519   +1 42 59.7
 AW6830;SPC TXSC     -13,583,912.39  3,087,722.70   sFT  0.99987519   +1 42 59.7
 AW6830;UTM  15      - 3,216,531.898   256,959.954   MT  1.00032897   -1 12 46.1
 AW6830
 AW6830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6830!SPC TXSC     -   1.00000340  x   0.99987519  =   0.99987859
 AW6830!UTM  15      -   1.00000340  x   1.00032897  =   1.00033237
 AW6830
 AW6830:                Primary Azimuth Mark                     Grid Az
 AW6830:SPC TXSC     -  RETRIEVE ST PRISON FARM TANK             018 07 19.1
 AW6830:UTM  15      -  RETRIEVE ST PRISON FARM TANK             021 03 04.9
 AW6830
 AW6830|---------------------------------------------------------------------|
 AW6830| PID    Reference Object                     Distance      Geod. Az  |
 AW6830|                                                           dddmmss.s |
 AW6830| AW6829 RETRIEVE ST PRISON FARM TANK        APPROX. 4.6 KM 0195018.8 |
 AW6830| CV6977 BUFFALO RM 1                         24.417 METERS 11700     |
 AW6830| CV6976 BUFFALO AZ MK                                      1260102.5 |
 AW6830| CV6978 BUFFALO RM 2                         21.498 METERS 28257     |
 AW6830|---------------------------------------------------------------------|
 AW6830
 AW6830                          SUPERSEDED SURVEY CONTROL
 AW6830
 AW6830  NAD 83(1986)-  29 03 14.13358(N)    095 29 46.14196(W) AD(       ) 2
 AW6830  NAD 27      -  29 03 13.24700(N)    095 29 45.34600(W) AD(       ) 2
 AW6830
 AW6830.Superseded values are not recommended for survey control.
 AW6830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6830.See file dsdata.txt to determine how the superseded data were derived.
 AW6830
 AW6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5696016532(NAD 83)
 AW6830_MARKER: DS = TRIANGULATION STATION DISK
 AW6830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6830
 AW6830  HISTORY     - Date     Condition        Report By
 AW6830  HISTORY     - 1954     MONUMENTED       CGS
 AW6830  HISTORY     - 1963     GOOD             CGS
 AW6830
 AW6830                          STATION DESCRIPTION
 AW6830
 AW6830'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW6830'THE STATION IS LOCATED ABOUT 4 MILES EAST OF BRAZORIA, 3
 AW6830'MILES WEST-NORTHWEST OF THE COMMUNITY OF LAKE JACKSON, 0.5
 AW6830'MILE NORTHEAST OF A PROMINENT BEND IN THE BRAZOS RIVER, AND
 AW6830'ON PROPERTY OWNED BY ATTORNEY C. MASTERSON OF ANGLETON.
 AW6830'
 AW6830'REACHED FROM THE JUNCTION OF STATE HIGHWAY 288 AND FARM ROAD
 AW6830'1605 AT THE SOUTHEAST EDGE OF CLUTE BY GOING NORTHWESTERLY
 AW6830'ON FARM ROAD 1605 FOR 7.45 MILES TO THE AZIMUTH MARK ON
 AW6830'THE LEFT.  CONTINUE STRAIGHT AHEAD, WESTERLY, FOR 0.35 MILE
 AW6830'TO THE STATION ON THE RIGHT AS DESCRIBED.
 AW6830'
 AW6830'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6830'IS 78 FEET EAST OF A WIRE GATE, 60 FEET NORTH OF THE CENTERLINE
 AW6830'OF ROAD 1605, 37 FEET SOUTH OF THE APPROXIMATE CENTER OF
 AW6830'A LANE, AND 3 FEET SOUTH OF A WITNESS POST.  THE DISK IS
 AW6830'STAMPED BUFFALO 1954, AND THE MARK PROJECTS 4 INCHES.
 AW6830'
 AW6830'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AW6830'MONUMENT, IS 57 FEET NORTH OF THE CENTERLINE OF ROAD 1605,
 AW6830'8 FEET NORTH OF A FENCE ON THE HIGHWAY RIGHT-OF-WAY, AND
 AW6830'25 FEET WEST OF A 5-FOOT OAK TREE.  THE DISK IS STAMPED
 AW6830'BUFFALO NO 1 1954, AND THE MARK PROJECTS 5 INCHES.
 AW6830'
 AW6830'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6830'IS 51 FEET NORTH OF THE CENTERLINE OF ROAD 1605, 19 FEET
 AW6830'SOUTH OF THE GATE, AND 2 FEET NORTHEAST OF A FENCE CORNER
 AW6830'POST.  THE DISK IS STAMPED BUFFALO NO 2 1954, AND THE MARK
 AW6830'PROJECTS 4 INCHES.
 AW6830'
 AW6830'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6830'IS 52 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 1605, 2
 AW6830'FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A FENCE
 AW6830'ON THE HIGHWAY RIGHT-OF-WAY.  THE DISK IS STAMPED BUFFALO
 AW6830'1954, AND THE MARK PROJECTS 5 INCHES.
 AW6830'
 AW6830'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AW6830
 AW6830                          STATION RECOVERY (1963)
 AW6830
 AW6830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AW6830'THE STATION WAS RECOVERED.  ALL MARKS WERE FOUND IN GOOD
 AW6830'CONDITION.  MEASUREMENTS BETWEEN THE STATION AND REFERENCE
 AW6830'MARKS 1 AND 2 DIFFER SLIGHTLY FROM THE ORIGINAL DISTANCE.
 AW6830'REFERENCE MARK 1 IS 80.09 FEET SOUTHEAST OF THE STATION, IT
 AW6830'PROJECTS 4-INCHES ABOVE THE GROUND SURFACE.  REFERENCE MARK
 AW6830'2 IS 70.58 FEET WEST OF THE STATION, IT PROJECTS 6-INCHES.
 AW6830'THE STATION MARK IS 61.6 FEET NORTHEAST OF CENTERLINE OF
 AW6830'HIGHWAY 332, 33 FEET SOUTH OF CENTERLINE OF TRACK ROAD, 75
 AW6830'FEET EAST OF A STEEL GATE AND 12 FEET NORTHEAST OF THE
 AW6830'RIGHT-OF-WAY FENCELINE, THE MARK PROJECTS 4 INCHES.  ALL STAMPINGS
 AW6830'ON MARKS WAS VERIFIED.
 AW6830'
 AW6830'TO REACH THE STATION FROM INTERSECTION OF DRIVE INTO THE
 AW6830'LAKE JACKSON DOW CHEMICAL COMPANY AIRPORT HANGER, AND STATE
 AW6830'HIGHWAY 332 ON THE OUTSKIRTS OF LAKE JACKSON, GO NORTHWESTERLY
 AW6830'ON HIGHWAY 332 FOR 2.55 MILE TO THE AZIMUTH MARK ON LEFT.
 AW6830'CONTINUE WEST ON HIGHWAY 332 FOR 0.35 MILE TO STATION ON
 AW6830'RIGHT.
 AW6830'
 AW6830'THE AZIMUTH MARK IS 134 FEET WEST OF POWER POLE NO. 1206,
 AW6830'51.2 FEET SOUTH OF CENTERLINE OF HIGHWAY 332, 3 FEET WEST
 AW6830'OF A 4 BY 4 WOODEN WITNESS POST, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 AW6830'FENCE, THE MARK PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6881 ***********************************************************************
 AW6881  DESIGNATION -  BUFFALO
 AW6881  PID         -  AW6881
 AW6881  STATE/COUNTY-  TX/FORT BEND
 AW6881  USGS QUAD   -  GUY (1980)
 AW6881
 AW6881                         *CURRENT SURVEY CONTROL
 AW6881  ___________________________________________________________________
 AW6881* NAD 83(1993)-  29 20 28.77674(N)    095 51 12.34750(W)     ADJUSTED  
 AW6881* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AW6881  ___________________________________________________________________
 AW6881  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW6881  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6881
 AW6881  HORZ ORDER  -  THIRD
 AW6881
 AW6881.The horizontal coordinates were established by classical geodetic methods
 AW6881.and adjusted by the National Geodetic Survey in February 1996..
 AW6881
 AW6881.The orthometric height was scaled from a topographic map.
 AW6881
 AW6881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6881
 AW6881.The geoid height was determined by GEOID03.
 AW6881
 AW6881;                    North         East     Units Scale Factor Converg.
 AW6881;SPC TXSC     - 4,171,235.558   905,507.028   MT  0.99986325   +1 32 29.6
 AW6881;SPC TXSC     -13,685,128.66  2,970,817.64   sFT  0.99986325   +1 32 29.6
 AW6881;UTM  15      - 3,249,185.130   222,934.136   MT  1.00054735   -1 23 56.8
 AW6881
 AW6881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6881!SPC TXSC     -   1.00000066  x   0.99986325  =   0.99986391
 AW6881!UTM  15      -   1.00000066  x   1.00054735  =   1.00054801
 AW6881
 AW6881:                Primary Azimuth Mark                     Grid Az
 AW6881:SPC TXSC     -  TT 18 WWF USGS 1953                      218 43 42.4
 AW6881:UTM  15      -  TT 18 WWF USGS 1953                      221 40 08.8
 AW6881
 AW6881|---------------------------------------------------------------------|
 AW6881| PID    Reference Object                     Distance      Geod. Az  |
 AW6881|                                                           dddmmss.s |
 AW6881| AW6880 TT 18 WWF USGS 1953                 429.744 METERS 2201612.0 |
 AW6881| CV6974 BUFFALO RM 1                         17.956 METERS 24629     |
 AW6881| CV6975 BUFFALO RM 2                         22.538 METERS 33459     |
 AW6881|---------------------------------------------------------------------|
 AW6881
 AW6881                          SUPERSEDED SURVEY CONTROL
 AW6881
 AW6881  NAD 83(1986)-  29 20 28.78946(N)    095 51 12.33091(W) AD(       ) 3
 AW6881  NAD 27      -  29 20 27.90700(N)    095 51 11.50300(W) AD(       ) 3
 AW6881
 AW6881.Superseded values are not recommended for survey control.
 AW6881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6881.See file dsdata.txt to determine how the superseded data were derived.
 AW6881
 AW6881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2293449185(NAD 83)
 AW6881_MARKER: DS = TRIANGULATION STATION DISK
 AW6881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6881
 AW6881  HISTORY     - Date     Condition        Report By
 AW6881  HISTORY     - 1953     MONUMENTED       CGS
 AW6881  HISTORY     - 19980208 MARK NOT FOUND   USPSQD
 AW6881  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW6881
 AW6881                          STATION DESCRIPTION
 AW6881
 AW6881'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AW6881'THE STATION IS ABOUT 7-1/2 MILES NORTHWEST OF DAMON, 4-1/2
 AW6881'MILES SOUTH-SOUTHWEST OF NEEDVILLE, 8 MILES NORTHEAST OF
 AW6881'BOLING AND 0.7 MILE WEST OF BUFFALO CREEK ALONG THE RIGHT-OF-WAY
 AW6881'OF FARM ROAD NO. 442.  IT IS 63.6 FEET NORTH OF THE CENTER
 AW6881'OF FARM ROAD NO. 442, 35.0 FEET SOUTHWEST OF A FENCE CORNER,
 AW6881'14.0 FEET SOUTH OF A FENCE AND 4.0 FEET SOUTH OF A WITNESS
 AW6881'POST.  IT PROJECTS 4 INCHES AND IS STAMPED BUFFALO 1952.
 AW6881'
 AW6881'REFERENCE MARK NO. 1 IS 73.6 FEET NORTH OF THE CENTER OF
 AW6881'FARM ROAD NO. 442 AND DIRECTLY UNDER A FENCE.  IT PROJECTS
 AW6881'3 INCHES AND IS STAMPED BUFFALO NO 1 1952.
 AW6881'
 AW6881'REFERENCE MARK NO. 2 IS 46.0 FEET NORTH OF A FENCE CORNER AND
 AW6881'DIRECTLY UNDER A FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED
 AW6881'BUFFALO NO 2 1952.
 AW6881'
 AW6881'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 AW6881'2 IS 93.33 FEET.
 AW6881'
 AW6881'B.M. TT18 WWF (USGS) WAS USED AS THE AZIMUTH MARK AND A
 AW6881'TRAVERSE CONNECTION WAS MADE.  IT IS A STANDARD U.S.G.S.
 AW6881'BENCH MARK DISK SET IN A 6 INCH CIRCULAR CONCRETE POST, 69.5
 AW6881'FEET SOUTH OF THE CENTER OF FARM ROAD NO. 442, 60.3 FEET EAST
 AW6881'OF THE CENTER OF A CHURCHYARD DRIVEWAY, 18.0 FEET SOUTH
 AW6881'OF A FENCE CORNER AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS
 AW6881'6 INCHES AND IS STAMPED TT 18 WWF 1951.
 AW6881'
 AW6881'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BOLING, GO
 AW6881'NORTHEAST AND EAST ON FARM ROAD NO. 442 FOR 7.85 MILES TO A
 AW6881'SMALL WHITE CHURCH ON THE RIGHT AND THE AZIMUTH MARK IN THE
 AW6881'NORTHEAST CORNER OF THE CHURCHYARD AS DESCRIBED.  CONTINUE
 AW6881'NORTHEASTERLY ON FARM ROAD NO. 442 FOR 0.3 MILE AND THE STATION
 AW6881'ON THE LEFT AS DESCRIBED.
 AW6881'
 AW6881'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AW6881
 AW6881                          STATION RECOVERY (1998)
 AW6881
 AW6881'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6881'MARK NOT FOUND.
 AW6881
 AW6881                          STATION RECOVERY (1999)
 AW6881
 AW6881'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0997 ***********************************************************************
 GK0997  DESIGNATION -  BUFFALO
 GK0997  PID         -  GK0997
 GK0997  STATE/COUNTY-  TX/LIPSCOMB
 GK0997  USGS QUAD   -  LIPSCOMB SW (1972)
 GK0997
 GK0997                         *CURRENT SURVEY CONTROL
 GK0997  ___________________________________________________________________
 GK0997* NAD 83(1993)-  36 07 13.17235(N)    100 27 25.15404(W)     ADJUSTED  
 GK0997* NAVD 88     -       856.     (meters)    2808.     (feet)  SCALED    
 GK0997  ___________________________________________________________________
 GK0997  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 GK0997  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GK0997
 GK0997  HORZ ORDER  -  FIRST
 GK0997
 GK0997.The horizontal coordinates were established by classical geodetic methods
 GK0997.and adjusted by the National Geodetic Survey in February 1996..
 GK0997
 GK0997.The orthometric height was scaled from a topographic map.
 GK0997
 GK0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0997
 GK0997.The geoid height was determined by GEOID03.
 GK0997
 GK0997;                    North         East     Units Scale Factor Converg.
 GK0997;SPC TX N     - 1,235,724.771   293,895.746   MT  0.99998591   +0 36 16.1
 GK0997;SPC TX N     - 4,054,207.02    964,222.96   sFT  0.99998591   +0 36 16.1
 GK0997;UTM  14      - 3,998,277.330   368,880.625   MT  0.99981184   -0 51 32.4
 GK0997
 GK0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0997!SPC TX N     -   0.99987001  x   0.99998591  =   0.99985592
 GK0997!UTM  14      -   0.99987001  x   0.99981184  =   0.99968187
 GK0997
 GK0997|---------------------------------------------------------------------|
 GK0997| PID    Reference Object                     Distance      Geod. Az  |
 GK0997|                                                           dddmmss.s |
 GK0997| CK9055 BUFFALO RM 1                         19.124 METERS 17413     |
 GK0997| CK9054 BUFFALO AZ MK                                      2025649.7 |
 GK0997| CK9056 BUFFALO RM 2                         13.429 METERS 26200     |
 GK0997|---------------------------------------------------------------------|
 GK0997
 GK0997                          SUPERSEDED SURVEY CONTROL
 GK0997
 GK0997  NAD 83(1993)-  36 07 13.17263(N)    100 27 25.15401(W) AD(       ) 1
 GK0997  NAD 83(1986)-  36 07 13.17865(N)    100 27 25.14241(W) AD(       ) 1
 GK0997  NAD 27      -  36 07 13.03900(N)    100 27 23.64900(W) AD(       ) 1
 GK0997
 GK0997.Superseded values are not recommended for survey control.
 GK0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0997.See file dsdata.txt to determine how the superseded data were derived.
 GK0997
 GK0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6888198277(NAD 83)
 GK0997_MARKER: DS = TRIANGULATION STATION DISK
 GK0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0997_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0997
 GK0997  HISTORY     - Date     Condition        Report By
 GK0997  HISTORY     - 1952     MONUMENTED       CGS
 GK0997  HISTORY     - 1972     POOR             USGS
 GK0997
 GK0997                          STATION DESCRIPTION
 GK0997
 GK0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK0997'THE STATION IS LOCATED ABOUT 10.3 MILES WEST AND 7.5 MILE
 GK0997'SOUTH OF THE VILLAGE OF LIPSCOMB.  5 MILES WEST AND 0.4 MILE
 GK0997'NORTH OF LOCUST GROVE SCHOOLHOUSE AND ON THE EAST SIDE OF
 GK0997'THE ROAD RIGHT-OF-WAY.
 GK0997'
 GK0997'TO REACH THE STATION FROM THE SIGNAL LIGHT IN CANADIAN.  GO
 GK0997'NORTHERLY ON U.S. HIGHWAYS 60 AND 83 FOR 2.2 MILES TO THEIR
 GK0997'JUNCTION.  TURN LEFT AND GO WEST-NORTHWEST ON U.S. HIGHWAY
 GK0997'83 FOR 14 MILES TO A T-ROAD RIGHT.  TURN RIGHT AND GO NORTH
 GK0997'ON THE DIRT ROAD FOR 1.9 MILES TO A T-ROAD RIGHT.  TURN RIGHT
 GK0997'AND GO EAST ON THE DIRT ROAD FOR 3.8 MILES TO THE AZIMUTH
 GK0997'MARK ON THE LEFT AS DESCRIBED.  CONTINUE EAST ON THE DIRT
 GK0997'ROAD 0.15 MILE TO A T-ROAD LEFT.  TURN LEFT ON THE DIRT ROAD
 GK0997'AND GO NORTH FOR 0.4 MILE TO THE STATION ON THE RIGHT AS
 GK0997'DESCRIBED.
 GK0997'
 GK0997'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 GK0997'POSTS.
 GK0997'
 GK0997'THE STATION MARK IS STAMPED BUFFALO 1952 AND IS SET FLUSH
 GK0997'WITH THE SURFACE OF THE GROUND.  IT IS 22 FEET EAST OF THE
 GK0997'CENTER LINE OF A NORTH-SOUTH DIRT ROAD.  10 FEET WEST OF A
 GK0997'4 BY 4 WITNESS POST AND 8 FEET WEST OF A NORTH-SOUTH FENCE
 GK0997'LINE.
 GK0997'
 GK0997'REFERENCE MARK NO. 1 IS 21 FEET EAST OF A NORTH-SOUTH DIRT
 GK0997'ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 GK0997'STAMPED BUFFALO NO 1 1952 AND PROJECTS 2 INCHES.
 GK0997'
 GK0997'REFERENCE MARK NO. 2 IS 23 FEET WEST OF A NORTH-SOUTH DIRT
 GK0997'ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 GK0997'STAMPED BUFFALO NO 2 1952 AND PROJECTS 4 INCHES.
 GK0997'
 GK0997'THE AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER LINE OF AN
 GK0997'EAST-WEST DIRT ROAD.  3 FEET EAST OF A 4 BY 4 WITNESS POST
 GK0997'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 GK0997'BUFFALO 1952 AND PROJECTS 2 INCHES.
 GK0997'
 GK0997'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GK0997
 GK0997                          STATION RECOVERY (1972)
 GK0997
 GK0997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RCN)
 GK0997'THE STATION MARK WAS FOUND PULLED OUT OF THE GROUND.
 GK0997'
 GK0997'THE UNDERGROUND MARK WAS FOUND PULLED OUT OF THE GROUND.
 GK0997'
 GK0997'R.M. NO. 2 WAS FOUND TIPPED OVER BUT NOT OUT OF THE GROUND.
 GK0997'
 GK0997'R.M. NO. 1 COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6313 ***********************************************************************
 AW6313  DESIGNATION -  BUFFALO 1931 HARRIS CO
 AW6313  PID         -  AW6313
 AW6313  STATE/COUNTY-  TX/HARRIS
 AW6313  USGS QUAD   -  LA PORTE (1982)
 AW6313
 AW6313                         *CURRENT SURVEY CONTROL
 AW6313  ___________________________________________________________________
 AW6313* NAD 83(1993)-  29 44 59.90950(N)    095 06 06.42076(W)     ADJUSTED  
 AW6313* NAVD 88     -         8.06   (+/-2cm)      26.4    (feet)  VERTCON   
 AW6313  ___________________________________________________________________
 AW6313  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AW6313  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6313
 AW6313  HORZ ORDER  -  THIRD
 AW6313  VERT ORDER  -  THIRD ? (See Below)
 AW6313
 AW6313.The horizontal coordinates were established by classical geodetic methods
 AW6313.and adjusted by the National Geodetic Survey in February 1996..
 AW6313
 AW6313.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6313.The vertical order pertains to the NGVD 29 superseded value.
 AW6313
 AW6313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6313
 AW6313.The geoid height was determined by GEOID03.
 AW6313
 AW6313;                    North         East     Units Scale Factor Converg.
 AW6313;SPC TXSC     - 4,218,699.068   976,952.155   MT  0.99988939   +1 54 35.2
 AW6313;SPC TXSC     -13,840,848.53  3,205,217.20   sFT  0.99988939   +1 54 35.2
 AW6313;UTM  15      - 3,292,931.369   296,758.319   MT  1.00010969   -1 02 35.9
 AW6313
 AW6313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6313!SPC TXSC     -   1.00000300  x   0.99988939  =   0.99989239
 AW6313!UTM  15      -   1.00000300  x   1.00010969  =   1.00011269
 AW6313
 AW6313:                Primary Azimuth Mark                     Grid Az
 AW6313:SPC TXSC     -  TORY HILL RESET                          055 03 41.8
 AW6313:UTM  15      -  TORY HILL RESET                          058 00 52.9
 AW6313
 AW6313|---------------------------------------------------------------------|
 AW6313| PID    Reference Object                     Distance      Geod. Az  |
 AW6313|                                                           dddmmss.s |
 AW6313| AW0941 TORY HILL RESET                     APPROX. 3.3 KM 0565817.0 |
 AW6313| AW6291 DIP 1931                            251.691 METERS 20955     |
 AW6313|---------------------------------------------------------------------|
 AW6313
 AW6313                          SUPERSEDED SURVEY CONTROL
 AW6313
 AW6313  NAD 83(1986)-  29 44 59.92484(N)    095 06 06.40190(W) AD(       ) 3
 AW6313  NAD 27      -  29 44 59.10687(N)    095 06 05.65149(W) AD(       ) 3
 AW6313  NGVD 29 (07/19/86)    8.06   (m)           26.4    (f) LEVELING    3  
 AW6313
 AW6313.Superseded values are not recommended for survey control.
 AW6313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6313.See file dsdata.txt to determine how the superseded data were derived.
 AW6313
 AW6313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9675892931(NAD 83)
 AW6313_MARKER: DS = TRIANGULATION STATION DISK
 AW6313_SETTING: 0 = UNSPECIFIED SETTING
 AW6313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6313
 AW6313  HISTORY     - Date     Condition        Report By
 AW6313  HISTORY     - 1931     MONUMENTED       CGS
 AW6313  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6313
 AW6313                          STATION DESCRIPTION
 AW6313
 AW6313'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6313'STATION IS LOCATED ABOUT 2 MILES SW OF LYNCHBURG, ON THE N SHORE
 AW6313'OF HOUSTON SHIP CHANNEL.  IT IS ON THE TOP OF A 20-FOOT BANK
 AW6313'WITH A GRADUAL WOOD-COVERED SLOPE DOWN TO THE WATERS EDGE TO
 AW6313'THE S.  TO THE IMMEDIATE N IS A LARGE GRASS-COVERED MEADOW.
 AW6313'1/4 MILE TO THE N IS A PINE WOODS.  U.S.E. BASE LINE STATION
 AW6313'574+00 IS AT THE FOOT OF SLOPE.
 AW6313'
 AW6313'A CONCRETE-FACED CISTERN WITH AN OPEN TOP FLUSH WITH THE
 AW6313'ADJACENT MEADOW IS 40.6 METERS FROM STATION N 55 DEG W.
 AW6313'
 AW6313'A LARGE 18-INCH ELM TREE IS 11 METERS FROM STATION IN MAGNETIC
 AW6313'AZIMUTH 8 DEG.
 AW6313'
 AW6313'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 AW6313'POST.
 AW6313'
 AW6313'REFERENCE MARKS ARE 1/2-INCH BRASS RODS, WITH LINE POINTING TO
 AW6313'STATION, SET IN CONCRETE CYLINDERS PROJECTING ABOUT 4 INCHES
 AW6313'ABOVE GROUND.  THEY ARE STAMPED 1 AND 2 RESPECTIVELY.
 AW6313'
 AW6313'REFERENCE MARK 1 IS 9.82 METERS FROM STATION S 79 DEG 30 MIN W.
 AW6313'
 AW6313'REFERENCE MARK 2 IS 10.16 METERS FROM STATION N 10 DEG W.
 AW6313
 AW6313                          STATION RECOVERY (1952)
 AW6313
 AW6313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6313'STATION WAS NOT RECOVERED.  A THOROUGH SEARCH OF THE AREA
 AW6313'WAS MADE BUT STATION AND REFERENCE MARKS WERE NOT FOUND.  STATION
 AW6313'IS NOW LOCATED ON THE PROPERTY OF SAN JACINTO ORDNANCE DEPOT
 AW6313'AND THERE HAS BEEN CONSIDERABLE CHANGES MADE IN THE IMMEDIATE
 AW6313'VICINITY.  IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED
 AW6313'AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2014 ***********************************************************************
 AW2014  DESIGNATION -  BUFFALO 2
 AW2014  PID         -  AW2014
 AW2014  STATE/COUNTY-  TX/HARRIS
 AW2014  USGS QUAD   -  PASADENA (1995)
 AW2014
 AW2014                         *CURRENT SURVEY CONTROL
 AW2014  ___________________________________________________________________
 AW2014* NAD 83(1993)-  29 43 27.91604(N)    095 12 46.18157(W)     ADJUSTED  
 AW2014* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AW2014  ___________________________________________________________________
 AW2014  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AW2014  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW2014
 AW2014  HORZ ORDER  -  THIRD
 AW2014
 AW2014.The horizontal coordinates were established by classical geodetic methods
 AW2014.and adjusted by the National Geodetic Survey in February 1996..
 AW2014
 AW2014.The orthometric height was scaled from a topographic map.
 AW2014
 AW2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2014
 AW2014.The geoid height was determined by GEOID03.
 AW2014
 AW2014;                    North         East     Units Scale Factor Converg.
 AW2014;SPC TXSC     - 4,215,515.470   966,309.797   MT  0.99988627   +1 51 19.4
 AW2014;SPC TXSC     -13,830,403.67  3,170,301.39   sFT  0.99988627   +1 51 19.4
 AW2014;UTM  15      - 3,290,299.609   285,963.390   MT  1.00016527   -1 05 51.4
 AW2014
 AW2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2014!SPC TXSC     -   1.00000301  x   0.99988627  =   0.99988928
 AW2014!UTM  15      -   1.00000301  x   1.00016527  =   1.00016828
 AW2014
 AW2014|---------------------------------------------------------------------|
 AW2014| PID    Reference Object                     Distance      Geod. Az  |
 AW2014|                                                           dddmmss.s |
 AW2014| AW1990 BUFFALO RM 1                         21.496 METERS 12854     |
 AW2014| AW1991 BUFFALO 2 RM 3                       28.084 METERS 20109     |
 AW2014| AW2013 BUFFALO                              31.658 METERS 35446     |
 AW2014|---------------------------------------------------------------------|
 AW2014
 AW2014                          SUPERSEDED SURVEY CONTROL
 AW2014
 AW2014  NAD 83(1986)-  29 43 27.93111(N)    095 12 46.16216(W) AD(       ) 3
 AW2014  NAD 27      -  29 43 27.10924(N)    095 12 45.40004(W) AD(       ) 3
 AW2014
 AW2014.Superseded values are not recommended for survey control.
 AW2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2014.See file dsdata.txt to determine how the superseded data were derived.
 AW2014
 AW2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8596390300(NAD 83)
 AW2014_MARKER: DS = TRIANGULATION STATION DISK
 AW2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2014_STAMPING: BUFFALO 2 1967
 AW2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2014+STABILITY: SURFACE MOTION
 AW2014
 AW2014  HISTORY     - Date     Condition        Report By
 AW2014  HISTORY     - 1967     MONUMENTED       CGS
 AW2014  HISTORY     - 1967     GOOD             CGS
 AW2014  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2014  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW2014
 AW2014                          STATION DESCRIPTION
 AW2014
 AW2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AW2014'STATION IS AT PASADENA, ABOUT 0.15 MILE NORTH OF SOUTH END OF
 AW2014'WASHBURN TUNNEL, ALONG THE SOUTH BANK OF HOUSTON SHIP CHANNEL, ON
 AW2014'PROPERTY OF CHAMPION PAPERS TEXAS DIVISION, AND ABOUT 200 YARDS
 AW2014'NORTHEAST OF THEIR MAIN OFFICE.
 AW2014'
 AW2014'TO REACH STATION FROM PASADENA AT THE JUNCTION OF PASADENA HIGHWAY
 AW2014'225 AND SHAVER STREET, GO EAST ONE BLOCK, THENCE NORTHWEST ON A
 AW2014'ONE-WAY STREET WHICH WILL JUNCTION WITH SHAVER STREET, THENCE 0.5
 AW2014'MILE NORTH ALONG SHAVER STREET (HALF CIRCLING TRAFFIC CIRCLE) TO
 AW2014'GUARD HOUSE AT THE SOUTH ENTRANCE TO WASHBURN TUNNEL, BEAR RIGHT
 AW2014'ON UPPER LEVEL ROAD, CONTINUE NORTH 0.25 MILE TO STATION AS
 AW2014'DESCRIBED.
 AW2014'
 AW2014'STATION MARKS ARE STANDARD DISKS, STAMPED BUFFALO 2 1967.  SURFACE
 AW2014'DISK IS SET IN A 12 INCH X 12 INCH CONCRETE POST FLUSH WITH SURFACE
 AW2014'OF GROUND.  IT IS 115 FEET SOUTH OF THE SOUTH BANK OF HOUSTON SHIP
 AW2014'CHANNEL, 45 FEET NORTH OF CENTER LINE OF A BLACK-TOP ROAD, 30 FEET
 AW2014'SOUTH OF A GRANITE MONUMENT COMMEMORATING THE CAPTURE OF SANTA
 AW2014'ANA, 112 FEET WEST OF THE NORTHERLY ONE OF TWO TRIANGULAR SHAPED
 AW2014'GUARD RAILS AND 2 FEET NORTH OF A LINE OF SHRUBBERY.  THE UNDER
 AW2014'GROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 AW2014'BELOW SURFACE OF GROUND.
 AW2014'
 AW2014'REFERENCE MARK NO. 1 A STANDARD DISK, STAMPED BUFFALO NO 1 1931, IS
 AW2014'SET IN A 12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS 12 INCHES
 AW2014'ABOVE SURFACE OF GROUND.  IT IS 95 FEET SOUTHEAST OF THE GRANITE
 AW2014'MONUMENT, 65 FEET NORTHWEST OF THE NORTH ONE OF TWO GUARD RAILS,
 AW2014'AND 23 FEET NORTH OF THE CENTER LINE OF BLACK-TOP ROAD.
 AW2014'
 AW2014'REFERENCE MARK NO. 3 A STANDARD DISK, STAMPED BUFFALO 2 NO 3 1967,
 AW2014'IS SET IN A 12 INCH X 12 INCH CONCRETE POST FLUSH WITH THE SURFACE
 AW2014'OF GROUND.  IT IS 45 FEET SOUTH OF THE CENTER LINE OF BLACK-TOP
 AW2014'ROAD, 13 FEET NORTHWEST OF THE NORTHEAST CORNER OF CENTER BUILDING
 AW2014'OF THREE, AND 10 FEET NORTH OF THE NORTH SIDE OF BUILDING.
 AW2014'
 AW2014'BUFFALO 1931 TO BUFFALO 2 1967 = + 0.536 FEET.
 AW2014
 AW2014                          STATION RECOVERY (1967)
 AW2014
 AW2014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 AW2014'IN PASADENA.
 AW2014'AT PASADENA, ABOUT 0.15 MILE NORTH OF THE SOUTH END OF WASHBURN
 AW2014'TUNNEL, ALONG THE SOUTH BANK OF HOUSTON SHIP CHANNEL, ON PROPERTY OF
 AW2014'CHAMPION PAPERS TEXAS DIVISION, ABOUT 200 YARDS NORTHEAST OF THERE
 AW2014'MAIN OFFICE, 30 FEET SOUTH OF A GRANITE MONUMENT COMMEMORATING THE
 AW2014'CAPTURE OF SANTA ANA, 112 FEET WEST OF THE NORTHERLY ONE OF TWO
 AW2014'TRIANGULAR SHAPED GUARD RAILS, AND 2 FEET NORTH OF THE NORTH EDGE OF
 AW2014'SHRUBBERY, A C AND GS TRIANGULATION STATION DISK SET IN A 12 X 12 IN.
 AW2014'CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 AW2014
 AW2014                          STATION RECOVERY (1978)
 AW2014
 AW2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2014'NOT RECOVERED.  NOTE=POST WAS FOUND BURIED ON ITS SIDE, DISK WAS NOT
 AW2014'RECOVERED.
 AW2014
 AW2014                          STATION RECOVERY (1994)
 AW2014
 AW2014'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1991 ***********************************************************************
 AW1991  DESIGNATION -  BUFFALO 2 RM 3
 AW1991  PID         -  AW1991
 AW1991  STATE/COUNTY-  TX/HARRIS
 AW1991  USGS QUAD   -  PASADENA (1995)
 AW1991
 AW1991                         *CURRENT SURVEY CONTROL
 AW1991  ___________________________________________________________________
 AW1991* NAD 83(1986)-  29 43 28.     (N)    095 12 48.     (W)     SCALED    
 AW1991* NAVD 88     -         6.68   (+/-2cm)      21.9    (feet)  VERTCON   
 AW1991  ___________________________________________________________________
 AW1991  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1991
 AW1991  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1991
 AW1991.The horizontal coordinates were scaled from a topographic map and have
 AW1991.an estimated accuracy of +/- 6 seconds.
 AW1991
 AW1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1991.The vertical order pertains to the NGVD 29 superseded value.
 AW1991
 AW1991.The geoid height was determined by GEOID03.
 AW1991
 AW1991;                    North         East    Units  Estimated Accuracy
 AW1991;SPC TXSC     - 4,215,520.      966,260.      MT  (+/- 180 meters Scaled)
 AW1991
 AW1991                          SUPERSEDED SURVEY CONTROL
 AW1991
 AW1991  NGVD 29 (??/??/92)    6.679  (m)           21.91   (f) ADJ UNCH    1 2
 AW1991
 AW1991.Superseded values are not recommended for survey control.
 AW1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1991.See file dsdata.txt to determine how the superseded data were derived.
 AW1991
 AW1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN859903(NAD 83)
 AW1991_MARKER: DR = REFERENCE MARK DISK
 AW1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1991_STAMPING: BUFFALO 2 NO 3 1967
 AW1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1991+STABILITY: SURFACE MOTION
 AW1991
 AW1991  HISTORY     - Date     Condition        Report By
 AW1991  HISTORY     - 1967     MONUMENTED       CGS
 AW1991  HISTORY     - 1978     GOOD             NGS
 AW1991  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1991  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW1991
 AW1991                          STATION DESCRIPTION
 AW1991
 AW1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AW1991'IN PASADENA.
 AW1991'AT PASADENA, ABOUT 0.15 MILE NORTH OF THE SOUTH END OF WASHBURN
 AW1991'TUNNEL, ALONG THE SOUTH BANK OF HOUSTON SHIP CHANNEL, ON PROPERTY OF
 AW1991'CHAMPION PAPERS TEXAS DIVISION, ABOUT 200 YARDS NORTHEAST OF THERE
 AW1991'MAIN OFFICE, 45 FEET SOUTH OF CENTER OF A BLACK-TOP ROAD, 92.14 FEET
 AW1991'SOUTHWEST OF TRIANGULATION STATION BUFFALO 2, 13 FEET NORTHWEST OF THE
 AW1991'NORTHEAST CORNER OF THE CENTER BUILDING OF THREE, AND 10 FEET NORTH OF
 AW1991'THE NORTH SIDE OF BUILDING.  A C AND GS REFERENCE MARK DISK SET IN A
 AW1991'12 X 12 IN. CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 AW1991
 AW1991                          STATION RECOVERY (1978)
 AW1991
 AW1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1991'RECOVERED IN GOOD CONDITION.
 AW1991
 AW1991                          STATION RECOVERY (1986)
 AW1991
 AW1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1991'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 AW1991'BEING FOUND.
 AW1991
 AW1991                          STATION RECOVERY (1994)
 AW1991
 AW1991'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0205 ***********************************************************************
 CS0205  DESIGNATION -  BUFFALO AZ MK
 CS0205  PID         -  CS0205
 CS0205  STATE/COUNTY-  TX/KAUFMAN
 CS0205  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0205
 CS0205                         *CURRENT SURVEY CONTROL
 CS0205  ___________________________________________________________________
 CS0205* NAD 83(1986)-  32 44 26.     (N)    096 25 42.     (W)     SCALED    
 CS0205* NAVD 88     -       157.312  (meters)     516.11   (feet)  ADJUSTED  
 CS0205  ___________________________________________________________________
 CS0205  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0205  DYNAMIC HT  -         157.139 (meters)     515.55  (feet)  COMP
 CS0205  MODELED GRAV-     979,532.1   (mgal)                       NAVD 88
 CS0205
 CS0205  VERT ORDER  -  SECOND    CLASS 0
 CS0205
 CS0205.The horizontal coordinates were scaled from a topographic map and have
 CS0205.an estimated accuracy of +/- 6 seconds.
 CS0205
 CS0205.The orthometric height was determined by differential leveling
 CS0205.and adjusted by the National Geodetic Survey in June 1991..
 CS0205
 CS0205.The geoid height was determined by GEOID03.
 CS0205
 CS0205.The dynamic height is computed by dividing the NAVD 88
 CS0205.geopotential number by the normal gravity value computed on the
 CS0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0205.degrees latitude (g = 980.6199 gals.).
 CS0205
 CS0205.The modeled gravity was interpolated from observed gravity values.
 CS0205
 CS0205;                    North         East    Units  Estimated Accuracy
 CS0205;SPC TXNC     - 2,121,000.      794,130.      MT  (+/- 180 meters Scaled)
 CS0205
 CS0205                          SUPERSEDED SURVEY CONTROL
 CS0205
 CS0205  NGVD 29 (??/??/92)  157.326  (m)          516.16   (f) ADJ UNCH    2 0
 CS0205
 CS0205.Superseded values are not recommended for survey control.
 CS0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0205.See file dsdata.txt to determine how the superseded data were derived.
 CS0205
 CS0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB409254(NAD 83)
 CS0205_MARKER: DZ = AZIMUTH MARK DISK
 CS0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0205_STAMPING: BUFFALO 1949
 CS0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0205+STABILITY: SURFACE MOTION
 CS0205
 CS0205  HISTORY     - Date     Condition        Report By
 CS0205  HISTORY     - 1949     MONUMENTED       CGS
 CS0205  HISTORY     - 1952     GOOD             NGS
 CS0205
 CS0205                          STATION DESCRIPTION
 CS0205
 CS0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0205'2.4 MI E FROM FORNEY.
 CS0205'2.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0205'AT FORNEY, 160 FEET NORTH OF THE NORTH RAIL, 80 FEET NORTH OF THE
 CS0205'CENTER LINE OF U.S. HIGHWAY 80, 23 FEET EAST OF THE CENTER LINE OF A
 CS0205'GRAVELED ROAD LEADING NORTHWEST, 0.3 MILE WEST OF TRIANGULATION
 CS0205'STATION BUFFALO 1949, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 CS0205'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2313 ***********************************************************************
 AH2313  DESIGNATION -  BUFFALO ET
 AH2313  PID         -  AH2313
 AH2313  STATE/COUNTY-  TX/RANDALL
 AH2313  USGS QUAD   -  HAPPY HEREFORD RANCH (1984)
 AH2313
 AH2313                         *CURRENT SURVEY CONTROL
 AH2313  ___________________________________________________________________
 AH2313* NAD 83(1993)-  34 51 35.17183(N)    102 05 46.19770(W)     ADJUSTED  
 AH2313* NAVD 88     -      1163.6    (meters)    3818.     (feet)  VERTCON   
 AH2313  ___________________________________________________________________
 AH2313  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AH2313  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AH2313
 AH2313  HORZ ORDER  -  THIRD
 AH2313
 AH2313.The horizontal coordinates were established by classical geodetic methods
 AH2313.and adjusted by the National Geodetic Survey in July 1998..
 AH2313
 AH2313.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2313
 AH2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2313
 AH2313.The geoid height was determined by GEOID03.
 AH2313
 AH2313;                    North         East     Units Scale Factor Converg.
 AH2313;SPC TX N     - 1,095,545.237   145,487.031   MT  0.99995800   -0 20 43.8
 AH2313;SPC TX N     - 3,594,301.33    477,318.70   sFT  0.99995800   -0 20 43.8
 AH2313;UTM  13      - 3,861,339.292   765,470.631   MT  1.00046869   +1 39 38.6
 AH2313
 AH2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2313!SPC TX N     -   0.99982143  x   0.99995800  =   0.99977943
 AH2313!UTM  13      -   0.99982143  x   1.00046869  =   1.00029003
 AH2313
 AH2313                          SUPERSEDED SURVEY CONTROL
 AH2313
 AH2313  NGVD 29 (07/28/98) 1163.1    (m)         3816.     (f) VERT ANG       
 AH2313
 AH2313.Superseded values are not recommended for survey control.
 AH2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2313.See file dsdata.txt to determine how the superseded data were derived.
 AH2313
 AH2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6547161339(NAD 83)
 AH2313_MARKER: DS = TRIANGULATION STATION DISK
 AH2313
 AH2313  HISTORY     - Date     Condition        Report By
 AH2313  HISTORY     - 1961     MONUMENTED       USGS
 AH2313
 AH2313                          STATION DESCRIPTION
 AH2313
 AH2313'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH2313'LOCATED ABOUT 6.0 MI. (AIRLINE) S. OF UMBARGER, TEXAS, AND 1.5 MI.
 AH2313'(AIRLINE) E. OF FARM RD. NO. 168.  ON THE CREST OF A SPUR RIDGE
 AH2313'EXTENDING W. INTO VALLEY.
 AH2313'TO REACH FROM INTERSECTION OF U.S. HIGHWAY NO. 160 AND FARM RD. 168 AT
 AH2313'UMBARGER, TEXAS, GO S. ON FARM RD. 168 7.7 MI. TO A RD. E., TURN LEFT
 AH2313'(E.) ON GRADED RD. 0.5 MI. TO A Y-RD., TURN LEFT (NW.) ON TRACK RD.
 AH2313'0.5 MI., TURN LEFT CROSS COUNTRY 0.2 MI. TO STATION SITE.
 AH2313'STATION MARK--A STANDARD TABLET IN A CONCRETE POST, FLUSH WITH GROUND,
 AH2313'STAMPED---BUFFALO ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1136 ***********************************************************************
 CT1136  DESIGNATION -  BUFFALO GAP COX TRUCK CO MAST
 CT1136  PID         -  CT1136
 CT1136  STATE/COUNTY-  TX/TAYLOR
 CT1136  USGS QUAD   -  BUFFALO GAP (1984)
 CT1136
 CT1136                         *CURRENT SURVEY CONTROL
 CT1136  ___________________________________________________________________
 CT1136* NAD 83(1993)-  32 16 01.19553(N)    099 47 25.59864(W)     ADJUSTED  
 CT1136* NAVD 88     -                                                        
 CT1136  ___________________________________________________________________
 CT1136  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CT1136  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CT1136
 CT1136  HORZ ORDER  -  THIRD
 CT1136
 CT1136.The horizontal coordinates were established by classical geodetic methods
 CT1136.and adjusted by the National Geodetic Survey in February 1996..
 CT1136
 CT1136
 CT1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1136
 CT1136.The geoid height was determined by GEOID03.
 CT1136
 CT1136;                    North         East     Units Scale Factor Converg.
 CT1136;SPC TXNC     - 2,067,318.920   478,423.800   MT  0.99996566   -0 42 13.7
 CT1136;SPC TXNC     - 6,782,528.82  1,569,628.75   sFT  0.99996566   -0 42 13.7
 CT1136;UTM  14      - 3,570,305.277   425,554.479   MT  0.99966834   -0 25 19.2
 CT1136
 CT1136                          SUPERSEDED SURVEY CONTROL
 CT1136
 CT1136  NAD 83(1986)-  32 16 01.20295(N)    099 47 25.58553(W) AD(       ) 4
 CT1136  NAD 27      -  32 16 00.72000(N)    099 47 24.28000(W) AD(       ) 3
 CT1136
 CT1136.Superseded values are not recommended for survey control.
 CT1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1136.See file dsdata.txt to determine how the superseded data were derived.
 CT1136
 CT1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2555470305(NAD 83)
 CT1136_MARKER: 42 = RADIO/TV MAST
 CT1136
 CT1136  HISTORY     - Date     Condition        Report By
 CT1136  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1136
 CT1136                          STATION DESCRIPTION
 CT1136
 CT1136'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1139 ***********************************************************************
 CT1139  DESIGNATION -  BUFFALO GAP DENNIS COMM CO MST
 CT1139  PID         -  CT1139
 CT1139  STATE/COUNTY-  TX/TAYLOR
 CT1139  USGS QUAD   -  BUFFALO GAP (1984)
 CT1139
 CT1139                         *CURRENT SURVEY CONTROL
 CT1139  ___________________________________________________________________
 CT1139* NAD 83(1993)-  32 17 25.18615(N)    099 47 32.15762(W)     ADJUSTED  
 CT1139* NAVD 88     -                                                        
 CT1139  ___________________________________________________________________
 CT1139  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CT1139  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CT1139
 CT1139  HORZ ORDER  -  THIRD
 CT1139
 CT1139.The horizontal coordinates were established by classical geodetic methods
 CT1139.and adjusted by the National Geodetic Survey in February 1996..
 CT1139
 CT1139
 CT1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1139
 CT1139.The geoid height was determined by GEOID03.
 CT1139
 CT1139;                    North         East     Units Scale Factor Converg.
 CT1139;SPC TXNC     - 2,069,907.922   478,283.982   MT  0.99996022   -0 42 17.3
 CT1139;SPC TXNC     - 6,791,022.91  1,569,170.03   sFT  0.99996022   -0 42 17.3
 CT1139;UTM  14      - 3,572,892.798   425,401.980   MT  0.99966862   -0 25 23.7
 CT1139
 CT1139                          SUPERSEDED SURVEY CONTROL
 CT1139
 CT1139  NAD 83(1986)-  32 17 25.19354(N)    099 47 32.14455(W) AD(       ) 4
 CT1139  NAD 27      -  32 17 24.71700(N)    099 47 30.84100(W) AD(       ) 3
 CT1139
 CT1139.Superseded values are not recommended for survey control.
 CT1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1139.See file dsdata.txt to determine how the superseded data were derived.
 CT1139
 CT1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2540272893(NAD 83)
 CT1139_MARKER: 42 = RADIO/TV MAST
 CT1139
 CT1139  HISTORY     - Date     Condition        Report By
 CT1139  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1139
 CT1139                          STATION DESCRIPTION
 CT1139
 CT1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1139'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS ON THE NORTH
 CT1139'SIDE OF A NORTH-SOUTH RIDGE, APPROXIMATELY 2-1/2 MILES NORTHEAST
 CT1139'OF BUFFALO GAP AND 2 MILES WEST OF U.S. HIGHWAYS 83 AND 84.
 CT1139'
 CT1139'THE MAST IS A SLENDER STEEL STRUCTURE, WITH AN ANTENNA ON THE
 CT1139'TOP, APPROXIMATELY 150 FEET HIGH.  THIS STATION WAS NOT VISITED
 CT1139'BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1150 ***********************************************************************
 CT1150  DESIGNATION -  BUFFALO GAP NE FAA PERIPHER TR
 CT1150  PID         -  CT1150
 CT1150  STATE/COUNTY-  TX/TAYLOR
 CT1150  USGS QUAD   -  VIEW (1984)
 CT1150
 CT1150                         *CURRENT SURVEY CONTROL
 CT1150  ___________________________________________________________________
 CT1150* NAD 83(1993)-  32 17 55.28447(N)    099 54 26.91205(W)     ADJUSTED  
 CT1150* NAVD 88     -                                                        
 CT1150  ___________________________________________________________________
 CT1150  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CT1150  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CT1150
 CT1150  HORZ ORDER  -  THIRD
 CT1150
 CT1150.The horizontal coordinates were established by classical geodetic methods
 CT1150.and adjusted by the National Geodetic Survey in February 1996..
 CT1150
 CT1150
 CT1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1150
 CT1150.The geoid height was determined by GEOID03.
 CT1150
 CT1150;                    North         East     Units Scale Factor Converg.
 CT1150;SPC TXNC     - 2,070,974.362   467,445.661   MT  0.99995831   -0 46 03.5
 CT1150;SPC TXNC     - 6,794,521.72  1,533,611.31   sFT  0.99995831   -0 46 03.5
 CT1150;UTM  14      - 3,573,905.573   414,561.577   MT  0.99969002   -0 29 05.7
 CT1150
 CT1150                          SUPERSEDED SURVEY CONTROL
 CT1150
 CT1150  NAD 83(1986)-  32 17 55.29190(N)    099 54 26.89955(W) AD(       ) 4
 CT1150  NAD 27      -  32 17 54.82100(N)    099 54 25.57700(W) AD(       ) 3
 CT1150
 CT1150.Superseded values are not recommended for survey control.
 CT1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1150.See file dsdata.txt to determine how the superseded data were derived.
 CT1150
 CT1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1456273906(NAD 83)
 CT1150_MARKER: 55 = TOWER
 CT1150
 CT1150  HISTORY     - Date     Condition        Report By
 CT1150  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1150
 CT1150                          STATION DESCRIPTION
 CT1150
 CT1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1150'THE STATION IS THE TOP CENTER OF THE NORTHEAST ONE OF THREE
 CT1150'SIMILAR TOWERS WHICH ARE ON A HILL APPROXIMATELY 11-1/2 MILES
 CT1150'SOUTH OF ABILENE, 9 MILES SOUTHEAST OF VIEW AND 4-1/2 MILES
 CT1150'WEST OF BUFFALO GAP.
 CT1150'
 CT1150'THE TOWERS ARE FOUR STEEL STRUCTURES WITH A NUMBER OF ANTENNAS
 CT1150'ON THE TOP AND ARE 55 FEET HIGH.  THE TOWERS ARE PLACED IN AN
 CT1150'L-SHAPE.  TWO TOWERS ARE PLACED NORTH AND SOUTH AND THE OTHER
 CT1150'ONE SETS TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1140 ***********************************************************************
 CT1140  DESIGNATION -  BUFFALO GAP NW FAA PERIPHER TR
 CT1140  PID         -  CT1140
 CT1140  STATE/COUNTY-  TX/TAYLOR
 CT1140  USGS QUAD   -  VIEW (1984)
 CT1140
 CT1140                         *CURRENT SURVEY CONTROL
 CT1140  ___________________________________________________________________
 CT1140* NAD 83(1993)-  32 17 55.08415(N)    099 54 27.81125(W)     ADJUSTED  
 CT1140* NAVD 88     -                                                        
 CT1140  ___________________________________________________________________
 CT1140  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CT1140  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CT1140
 CT1140  HORZ ORDER  -  THIRD
 CT1140
 CT1140.The horizontal coordinates were established by classical geodetic methods
 CT1140.and adjusted by the National Geodetic Survey in February 1996..
 CT1140
 CT1140
 CT1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1140
 CT1140.The geoid height was determined by GEOID03.
 CT1140
 CT1140;                    North         East     Units Scale Factor Converg.
 CT1140;SPC TXNC     - 2,070,968.507   467,422.056   MT  0.99995832   -0 46 04.0
 CT1140;SPC TXNC     - 6,794,502.51  1,533,533.86   sFT  0.99995832   -0 46 04.0
 CT1140;UTM  14      - 3,573,899.604   414,538.007   MT  0.99969007   -0 29 06.2
 CT1140
 CT1140                          SUPERSEDED SURVEY CONTROL
 CT1140
 CT1140  NAD 83(1986)-  32 17 55.09159(N)    099 54 27.79869(W) AD(       ) 4
 CT1140  NAD 27      -  32 17 54.62100(N)    099 54 26.47800(W) AD(       ) 3
 CT1140
 CT1140.Superseded values are not recommended for survey control.
 CT1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1140.See file dsdata.txt to determine how the superseded data were derived.
 CT1140
 CT1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1453873900(NAD 83)
 CT1140_MARKER: 55 = TOWER
 CT1140
 CT1140  HISTORY     - Date     Condition        Report By
 CT1140  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1140  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 CT1140
 CT1140                          STATION DESCRIPTION
 CT1140
 CT1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1140'THE STATION IS THE TOP CENTER OF THE NORTHWEST ONE OF THREE
 CT1140'SIMILAR TOWERS WHICH ARE ON A HILL APPROXIMATELY 11-1/2 MILES
 CT1140'SOUTH OF ABILENE, 4-1/2 MILES WEST OF BUFFALO GAP AND 9 MILES
 CT1140'SOUTHEAST OF VIEW.
 CT1140'
 CT1140'THE TOWERS ARE FOUR LEGGED STEEL STRUCTURES WITH A NUMBER OF
 CT1140'ANTENNAS ON THE TOP AND ARE 55 FEET HIGH.  THE TOWERS ARE
 CT1140'PLACED IN AN L-SHAPE.  TWO TOWERS ARE PLACED NORTH AND SOUTH
 CT1140'AND THE OTHER ONE SETS TO THE EAST.
 CT1140
 CT1140                          STATION RECOVERY (1994)
 CT1140
 CT1140'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1137 ***********************************************************************
 CT1137  DESIGNATION -  BUFFALO GAP SW BELL TEL MAST
 CT1137  PID         -  CT1137
 CT1137  STATE/COUNTY-  TX/TAYLOR
 CT1137  USGS QUAD   -  BUFFALO GAP (1984)
 CT1137
 CT1137                         *CURRENT SURVEY CONTROL
 CT1137  ___________________________________________________________________
 CT1137* NAD 83(1993)-  32 16 57.58909(N)    099 45 05.19425(W)     ADJUSTED  
 CT1137* NAVD 88     -                                                        
 CT1137  ___________________________________________________________________
 CT1137  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CT1137  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CT1137
 CT1137  HORZ ORDER  -  THIRD
 CT1137
 CT1137.The horizontal coordinates were established by classical geodetic methods
 CT1137.and adjusted by the National Geodetic Survey in February 1996..
 CT1137
 CT1137
 CT1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1137
 CT1137.The geoid height was determined by GEOID03.
 CT1137
 CT1137;                    North         East     Units Scale Factor Converg.
 CT1137;SPC TXNC     - 2,069,011.384   482,118.725   MT  0.99996199   -0 40 57.1
 CT1137;SPC TXNC     - 6,788,081.52  1,581,751.18   sFT  0.99996199   -0 40 57.1
 CT1137;UTM  14      - 3,572,015.362   429,239.943   MT  0.99966174   -0 24 04.9
 CT1137
 CT1137                          SUPERSEDED SURVEY CONTROL
 CT1137
 CT1137  NAD 83(1986)-  32 16 57.59660(N)    099 45 05.18135(W) AD(       ) 4
 CT1137  NAD 27      -  32 16 57.12300(N)    099 45 03.87400(W) AD(       ) 3
 CT1137
 CT1137.Superseded values are not recommended for survey control.
 CT1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1137.See file dsdata.txt to determine how the superseded data were derived.
 CT1137
 CT1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2924072015(NAD 83)
 CT1137_MARKER: 42 = RADIO/TV MAST
 CT1137
 CT1137  HISTORY     - Date     Condition        Report By
 CT1137  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1137  HISTORY     - 19940918 GOOD             USPSQD
 CT1137
 CT1137                          STATION DESCRIPTION
 CT1137
 CT1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1137'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS ON THE WEST
 CT1137'END OF A HIGH EAST-WEST RIDGE APPROXIMATELY 4-1/2 MILES EAST
 CT1137'OF BUFFALO GAP, 1 MILE WEST OF KRBC TV MAST AND 1/2 MILE EAST
 CT1137'OF U.S. HIGHWAYS 83 AND 84.
 CT1137'
 CT1137'THE MAST IS A RED AND WHITE SLENDER GUYED STEEL STRUCTURE WITH
 CT1137'A WHIP ANTENNA ON THE TOP AND IS APPROXIMATELY 150 HIGH.  THIS
 CT1137'STATION WAS NOT VISITED BY THIS PARTY.
 CT1137
 CT1137                          STATION RECOVERY (1994)
 CT1137
 CT1137'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1141 ***********************************************************************
 CT1141  DESIGNATION -  BUFFALO GAP SW FAA PERIPHER TR
 CT1141  PID         -  CT1141
 CT1141  STATE/COUNTY-  TX/TAYLOR
 CT1141  USGS QUAD   -  VIEW (1984)
 CT1141
 CT1141                         *CURRENT SURVEY CONTROL
 CT1141  ___________________________________________________________________
 CT1141* NAD 83(1993)-  32 17 54.31868(N)    099 54 27.56750(W)     ADJUSTED  
 CT1141* NAVD 88     -                                                        
 CT1141  ___________________________________________________________________
 CT1141  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CT1141  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CT1141
 CT1141  HORZ ORDER  -  THIRD
 CT1141
 CT1141.The horizontal coordinates were established by classical geodetic methods
 CT1141.and adjusted by the National Geodetic Survey in February 1996..
 CT1141
 CT1141
 CT1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1141
 CT1141.The geoid height was determined by GEOID03.
 CT1141
 CT1141;                    North         East     Units Scale Factor Converg.
 CT1141;SPC TXNC     - 2,070,944.846   467,428.116   MT  0.99995837   -0 46 03.8
 CT1141;SPC TXNC     - 6,794,424.88  1,533,553.74   sFT  0.99995837   -0 46 03.8
 CT1141;UTM  14      - 3,573,875.979   414,544.183   MT  0.99969005   -0 29 06.1
 CT1141
 CT1141                          SUPERSEDED SURVEY CONTROL
 CT1141
 CT1141  NAD 83(1986)-  32 17 54.32608(N)    099 54 27.55505(W) AD(       ) 4
 CT1141  NAD 27      -  32 17 53.85900(N)    099 54 26.23700(W) AD(       ) 3
 CT1141
 CT1141.Superseded values are not recommended for survey control.
 CT1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1141.See file dsdata.txt to determine how the superseded data were derived.
 CT1141
 CT1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1454473876(NAD 83)
 CT1141_MARKER: 55 = TOWER
 CT1141
 CT1141  HISTORY     - Date     Condition        Report By
 CT1141  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1141
 CT1141                          STATION DESCRIPTION
 CT1141
 CT1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1141'THE STATION IS THE TOP CENTER OF THE SOUTHWEST ONE OF THREE
 CT1141'SIMILAR TOWERS WHICH ARE ON A HILL APPROXIMATELY 11-1/2 MILES
 CT1141'SOUTH OF ABILENE, 4-1/2 MILES WEST OF BUFFALO GAP AND 9 MILES
 CT1141'SOUTHEAST OF VIEW.
 CT1141'
 CT1141'THE TOWERS ARE FOUR LEGGED STEEL STRUCTURES WITH A NUMBER
 CT1141'OF ANTENNAS ON THE TOP AND ARE 55 FEET HIGH.  THE TOWERS ARE
 CT1141'PLACED IN AN L-SHAPE.  TWO TOWERS ARE PLACED NORTH AND SOUTH
 CT1141'AND THE OTHER ONE SETS TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1990 ***********************************************************************
 AW1990  DESIGNATION -  BUFFALO RM 1
 AW1990  PID         -  AW1990
 AW1990  STATE/COUNTY-  TX/HARRIS
 AW1990  USGS QUAD   -  PASADENA (1995)
 AW1990
 AW1990                         *CURRENT SURVEY CONTROL
 AW1990  ___________________________________________________________________
 AW1990* NAD 83(1986)-  29 43 28.     (N)    095 12 47.     (W)     SCALED    
 AW1990* NAVD 88     -         6.39   (+/-2cm)      21.0    (feet)  VERTCON   
 AW1990  ___________________________________________________________________
 AW1990  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1990
 AW1990  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1990
 AW1990.The horizontal coordinates were scaled from a topographic map and have
 AW1990.an estimated accuracy of +/- 6 seconds.
 AW1990
 AW1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1990.The vertical order pertains to the NGVD 29 superseded value.
 AW1990
 AW1990.The geoid height was determined by GEOID03.
 AW1990
 AW1990;                    North         East    Units  Estimated Accuracy
 AW1990;SPC TXSC     - 4,215,520.      966,290.      MT  (+/- 180 meters Scaled)
 AW1990
 AW1990                          SUPERSEDED SURVEY CONTROL
 AW1990
 AW1990  NGVD 29 (??/??/92)    6.389  (m)           20.96   (f) ADJ UNCH    1 2
 AW1990
 AW1990.Superseded values are not recommended for survey control.
 AW1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1990.See file dsdata.txt to determine how the superseded data were derived.
 AW1990
 AW1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN859903(NAD 83)
 AW1990_MARKER: DR = REFERENCE MARK DISK
 AW1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1990_STAMPING: BUFFALO NO 1 1931
 AW1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1990+STABILITY: SURFACE MOTION
 AW1990
 AW1990  HISTORY     - Date     Condition        Report By
 AW1990  HISTORY     - 1931     MONUMENTED       CGS
 AW1990  HISTORY     - 1967     GOOD             NGS
 AW1990  HISTORY     - 1978     GOOD             NGS
 AW1990  HISTORY     - 1978     GOOD             DOD
 AW1990  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1990  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW1990
 AW1990                          STATION DESCRIPTION
 AW1990
 AW1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AW1990'IN PASADENA.
 AW1990'AT PASADENA, 0.15 MILE NORTH OF THE SOUTH END OF THE WASHBURN TUNNEL,
 AW1990'ON PROPERTY OF THE CHAMPION PAPERS TEXAS DIVISION ABOUT 200 YARDS
 AW1990'NORTHEAST OF THERE MAIN OFFICE, 95 FEET SOUTHEAST OF A GRANITE
 AW1990'MONUMENT COMMEMORATING THE CAPTURE OF SANTA ANA, 177 FEET SOUTH OF THE
 AW1990'SOUTH BANK OF THE HOUSTON SHIP CHANNEL, 65 FEET NORTHWEST OF THE NORTH
 AW1990'ONE OF TWO GUARD RAILS, AND 23 FEET NORTH OF THE CENTER OF A BLACK-TOP
 AW1990'ROAD.  A C AND GS REFERENCE MARK DISK SET IN A 12 X 12 IN. CONCRETE
 AW1990'POST WHICH PROJECTS 1.0 FOOT ABOVE THE SURFACE OF GROUND.
 AW1990
 AW1990                          STATION RECOVERY (1978)
 AW1990
 AW1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1990'RECOVERED IN GOOD CONDITION.
 AW1990
 AW1990                          STATION RECOVERY (1978)
 AW1990
 AW1990'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1990'RECOVERED IN GOOD CONDITION.
 AW1990
 AW1990                          STATION RECOVERY (1986)
 AW1990
 AW1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1990'NOT RECOVERED, THE TOP OF THE CONCRETE POST WAS FOUND BROKEN OFF BY
 AW1990'MOWING EQUIPMENT AT THE DESCRIBED LOCATION. CONSIDER DESTROYED.
 AW1990
 AW1990                          STATION RECOVERY (1994)
 AW1990
 AW1990'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0203 ***********************************************************************
 CS0203  DESIGNATION -  BUFFALO RM 1
 CS0203  PID         -  CS0203
 CS0203  STATE/COUNTY-  TX/KAUFMAN
 CS0203  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0203
 CS0203                         *CURRENT SURVEY CONTROL
 CS0203  ___________________________________________________________________
 CS0203* NAD 83(1986)-  32 44 26.     (N)    096 25 27.     (W)     SCALED    
 CS0203* NAVD 88     -       159.468  (meters)     523.19   (feet)  ADJUSTED  
 CS0203  ___________________________________________________________________
 CS0203  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0203  DYNAMIC HT  -         159.292 (meters)     522.61  (feet)  COMP
 CS0203  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 CS0203
 CS0203  VERT ORDER  -  SECOND    CLASS 0
 CS0203
 CS0203.The horizontal coordinates were scaled from a topographic map and have
 CS0203.an estimated accuracy of +/- 6 seconds.
 CS0203
 CS0203.The orthometric height was determined by differential leveling
 CS0203.and adjusted by the National Geodetic Survey in June 1991..
 CS0203
 CS0203.The geoid height was determined by GEOID03.
 CS0203
 CS0203.The dynamic height is computed by dividing the NAVD 88
 CS0203.geopotential number by the normal gravity value computed on the
 CS0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0203.degrees latitude (g = 980.6199 gals.).
 CS0203
 CS0203.The modeled gravity was interpolated from observed gravity values.
 CS0203
 CS0203;                    North         East    Units  Estimated Accuracy
 CS0203;SPC TXNC     - 2,121,010.      794,520.      MT  (+/- 180 meters Scaled)
 CS0203
 CS0203                          SUPERSEDED SURVEY CONTROL
 CS0203
 CS0203  NGVD 29 (??/??/92)  159.482  (m)          523.23   (f) ADJ UNCH    2 0
 CS0203
 CS0203.Superseded values are not recommended for survey control.
 CS0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0203.See file dsdata.txt to determine how the superseded data were derived.
 CS0203
 CS0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB413254(NAD 83)
 CS0203_MARKER: DR = REFERENCE MARK DISK
 CS0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0203_STAMPING: BUFFALO RM 1 1949
 CS0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0203+STABILITY: SURFACE MOTION
 CS0203
 CS0203  HISTORY     - Date     Condition        Report By
 CS0203  HISTORY     - 1949     MONUMENTED       CGS
 CS0203  HISTORY     - 1952     GOOD             NGS
 CS0203
 CS0203                          STATION DESCRIPTION
 CS0203
 CS0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0203'2.7 MI E FROM FORNEY.
 CS0203'2.7 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0203'AT FORNEY, 80.6 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 81
 CS0203'FEET SOUTHWEST OF A POWER POLE, 174 FEET EAST OF TRIANGULATION STATION
 CS0203'BUFFALO 1949, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CS0203'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0204 ***********************************************************************
 CS0204  DESIGNATION -  BUFFALO RM 2
 CS0204  PID         -  CS0204
 CS0204  STATE/COUNTY-  TX/KAUFMAN
 CS0204  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0204
 CS0204                         *CURRENT SURVEY CONTROL
 CS0204  ___________________________________________________________________
 CS0204* NAD 83(1986)-  32 44 26.     (N)    096 25 27.     (W)     SCALED    
 CS0204* NAVD 88     -       159.129  (meters)     522.08   (feet)  ADJUSTED  
 CS0204  ___________________________________________________________________
 CS0204  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0204  DYNAMIC HT  -         158.954 (meters)     521.50  (feet)  COMP
 CS0204  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 CS0204
 CS0204  VERT ORDER  -  SECOND    CLASS 0
 CS0204
 CS0204.The horizontal coordinates were scaled from a topographic map and have
 CS0204.an estimated accuracy of +/- 6 seconds.
 CS0204
 CS0204.The orthometric height was determined by differential leveling
 CS0204.and adjusted by the National Geodetic Survey in June 1991..
 CS0204
 CS0204.The geoid height was determined by GEOID03.
 CS0204
 CS0204.The dynamic height is computed by dividing the NAVD 88
 CS0204.geopotential number by the normal gravity value computed on the
 CS0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0204.degrees latitude (g = 980.6199 gals.).
 CS0204
 CS0204.The modeled gravity was interpolated from observed gravity values.
 CS0204
 CS0204;                    North         East    Units  Estimated Accuracy
 CS0204;SPC TXNC     - 2,121,010.      794,520.      MT  (+/- 180 meters Scaled)
 CS0204
 CS0204                          SUPERSEDED SURVEY CONTROL
 CS0204
 CS0204  NGVD 29 (??/??/92)  159.143  (m)          522.12   (f) ADJ UNCH    2 0
 CS0204
 CS0204.Superseded values are not recommended for survey control.
 CS0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0204.See file dsdata.txt to determine how the superseded data were derived.
 CS0204
 CS0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB413254(NAD 83)
 CS0204_MARKER: DR = REFERENCE MARK DISK
 CS0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0204_STAMPING: BUFFALO RM 2 1949
 CS0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0204+STABILITY: SURFACE MOTION
 CS0204
 CS0204  HISTORY     - Date     Condition        Report By
 CS0204  HISTORY     - 1949     MONUMENTED       CGS
 CS0204  HISTORY     - 1952     GOOD             NGS
 CS0204
 CS0204                          STATION DESCRIPTION
 CS0204
 CS0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0204'2.7 MI E FROM FORNEY.
 CS0204'2.7 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0204'AT FORNEY, 55 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 34
 CS0204'FEET NORTHWEST OF SEMAPHORE 1913, 135 FEET SOUTH OF TRIANGULATION
 CS0204'STATION BUFFALO 1949, 3 FEET EAST OF A TELEPHONE POLE, 3 FEET WEST OF
 CS0204'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.6 FOOT
 CS0204'BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0560 ***********************************************************************
 DP0560  DESIGNATION -  BUFORD
 DP0560  PID         -  DP0560
 DP0560  STATE/COUNTY-  TX/MOTLEY
 DP0560  USGS QUAD   -  DUMONT (1968)
 DP0560
 DP0560                         *CURRENT SURVEY CONTROL
 DP0560  ___________________________________________________________________
 DP0560* NAD 83(1993)-  33 51 22.53030(N)    100 33 17.87157(W)     ADJUSTED  
 DP0560* NAVD 88     -       696.     (meters)    2283.     (feet)  SCALED    
 DP0560  ___________________________________________________________________
 DP0560  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DP0560  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DP0560
 DP0560  HORZ ORDER  -  SECOND
 DP0560
 DP0560.The horizontal coordinates were established by classical geodetic methods
 DP0560.and adjusted by the National Geodetic Survey in February 1996..
 DP0560
 DP0560.The orthometric height was scaled from a topographic map.
 DP0560
 DP0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0560
 DP0560.The geoid height was determined by GEOID03.
 DP0560
 DP0560;                    North         East     Units Scale Factor Converg.
 DP0560;SPC TXNC     - 2,244,672.973   409,851.012   MT  0.99997107   -1 07 14.8
 DP0560;SPC TXNC     - 7,364,397.91  1,344,652.86   sFT  0.99997107   -1 07 14.8
 DP0560;UTM  14      - 3,747,305.986   356,154.243   MT  0.99985508   -0 51 59.2
 DP0560
 DP0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0560!SPC TXNC     -   0.99989499  x   0.99997107  =   0.99986606
 DP0560!UTM  14      -   0.99989499  x   0.99985508  =   0.99975008
 DP0560
 DP0560|---------------------------------------------------------------------|
 DP0560| PID    Reference Object                     Distance      Geod. Az  |
 DP0560|                                                           dddmmss.s |
 DP0560| CX7680 BUFORD RM 1                          11.159 METERS 02326     |
 DP0560| CX7679 BUFORD AZ MK                                       0794327.5 |
 DP0560| CX7681 BUFORD RM 2                          13.312 METERS 11843     |
 DP0560|---------------------------------------------------------------------|
 DP0560
 DP0560                          SUPERSEDED SURVEY CONTROL
 DP0560
 DP0560  NAD 83(1993)-  33 51 22.53258(N)    100 33 17.87073(W) AD(       ) 2
 DP0560  NAD 83(1986)-  33 51 22.53602(N)    100 33 17.86462(W) AD(       ) 2
 DP0560  NAD 27      -  33 51 22.24617(N)    100 33 16.42566(W) AD(       ) 2
 DP0560
 DP0560.Superseded values are not recommended for survey control.
 DP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0560.See file dsdata.txt to determine how the superseded data were derived.
 DP0560
 DP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC5615447306(NAD 83)
 DP0560_MARKER: DS = TRIANGULATION STATION DISK
 DP0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0560_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0560
 DP0560  HISTORY     - Date     Condition        Report By
 DP0560  HISTORY     - 1965     MONUMENTED       CGS
 DP0560
 DP0560                          STATION DESCRIPTION
 DP0560
 DP0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 DP0560'THE STATION IS ABOUT 18 MILES SOUTHWEST OF PADUCAH, 19 MILES
 DP0560'SOUTHEAST OF MATADOR, 4 MILES NORTHWEST OF DUMONT, ON THE SUMMIT OF
 DP0560'A LOW BRUSH COVERED HILL TOP WHICH IS THE HIGHEST IN THE IMMEDIATE
 DP0560'VICINITY AND ON LAND OWNED BY MR. OTHA SMITH.
 DP0560'
 DP0560'TO REACH THE STATION FROM THE POST OFFICE IN DUMONT, GO EAST ON
 DP0560'GRAVELED ROAD FOR 0.1 MILE TO A PAVED CROSSROAD AND FARM
 DP0560'ROAD 2569.  TURN LEFT AND GO NORTH ON FARM ROAD 2569 FOR 1.8 MILES
 DP0560'TO THE END OF THE PAVEMENT, CONTINUE AHEAD ON GRAVELED ROAD FOR 1.2
 DP0560'MILES TO A T-ROAD.  TURN LEFT AND GO WEST THEN NORTH ON MAIN GRAVELED
 DP0560'ROAD FOR 0.35 MILE TO WHERE THE ROAD TURNS TO THE LEFT WEST.  TURN
 DP0560'LEFT, WEST, ON GRAVELED ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON
 DP0560'THE RIGHT CONTINUE AHEAD, WEST, FOR 0.8 MILE TO AN ALUMINUM
 DP0560'GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND GO SOUTH ON TRACK
 DP0560'ROAD FOR 0.05 MILE TO A WIRE GATE AT THE EAST END OF CORRALS.  PASS
 DP0560'THROUGH THE GATE AND CONTINUE SOUTH ON TRACK ROAD FOR 0.1 MILE THEN
 DP0560'RIGHT, CROSS COUNTRY, FOR 0.05 MILE TO THE HIGHEST POINT OF THE
 DP0560'HILL AND THE STATION.
 DP0560'
 DP0560'THE STATION MARK IS A STANDARD DISK, STAMPED BUFORD 1964, SET IN THE
 DP0560'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 DP0560'INCHES.  IT IS 300 FEET SOUTH-SOUTHWEST OF CORRALS, 300 FEET WEST
 DP0560'OF THE CENTERLINE OF A NORTH-SOUTH TRACK ROAD AND 4 FEET NORTHWEST
 DP0560'OF A WITNESS POST.
 DP0560'
 DP0560'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUFORD NO 1 1964, SET
 DP0560'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0560'PROJECTS 10 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 DP0560'
 DP0560'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUFORD NO 2 1964, SET
 DP0560'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0560'PROJECTS 10 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 DP0560'
 DP0560'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUFORD 1964, SET IN THE TOP
 DP0560'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 8
 DP0560'INCHES.  IT IS 31 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 DP0560'GRAVELED ROAD, 3 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF
 DP0560'AN EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0731 ***********************************************************************
 CC0731  DESIGNATION -  BUG
 CC0731  PID         -  CC0731
 CC0731  STATE/COUNTY-  TX/UPTON
 CC0731  USGS QUAD   -  PERKINS LAKE (1964)
 CC0731
 CC0731                         *CURRENT SURVEY CONTROL
 CC0731  ___________________________________________________________________
 CC0731* NAD 83(1993)-  31 31 27.35728(N)    102 15 02.76298(W)     ADJUSTED  
 CC0731* NAVD 88     -       877.0    (meters)    2877.     (feet)  VERTCON   
 CC0731  ___________________________________________________________________
 CC0731  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 CC0731  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CC0731
 CC0731  HORZ ORDER  -  SECOND
 CC0731
 CC0731.The horizontal coordinates were established by classical geodetic methods
 CC0731.and adjusted by the National Geodetic Survey in February 1996..
 CC0731
 CC0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0731
 CC0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0731
 CC0731.The geoid height was determined by GEOID03.
 CC0731
 CC0731;                    North         East     Units Scale Factor Converg.
 CC0731;SPC TX C     - 3,207,497.335   517,909.359   MT  0.99992325   -0 59 15.3
 CC0731;SPC TX C     -10,523,264.17  1,699,174.29   sFT  0.99992325   -0 59 15.3
 CC0731;UTM  13      - 3,490,982.453   761,057.287   MT  1.00044065   +1 26 17.8
 CC0731
 CC0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0731!SPC TX C     -   0.99986606  x   0.99992325  =   0.99978932
 CC0731!UTM  13      -   0.99986606  x   1.00044065  =   1.00030665
 CC0731
 CC0731|---------------------------------------------------------------------|
 CC0731| PID    Reference Object                     Distance      Geod. Az  |
 CC0731|                                                           dddmmss.s |
 CC0731| CH8486 BUG RM 1                             38.956 METERS 02913     |
 CC0731| CH8487 BUG RM 2                             33.815 METERS 13740     |
 CC0731| CH8485 BUG AZ MK                                          3454914.7 |
 CC0731|---------------------------------------------------------------------|
 CC0731
 CC0731                          SUPERSEDED SURVEY CONTROL
 CC0731
 CC0731  NAD 83(1986)-  31 31 27.36280(N)    102 15 02.75225(W) AD(       ) 2
 CC0731  NAD 27      -  31 31 26.86900(N)    102 15 01.24600(W) AD(       ) 2
 CC0731  NGVD 29 (07/19/86)  876.6    (m)         2876.     (f) VERT ANG       
 CC0731
 CC0731.Superseded values are not recommended for survey control.
 CC0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0731.See file dsdata.txt to determine how the superseded data were derived.
 CC0731
 CC0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ6105790982(NAD 83)
 CC0731_MARKER: DS = TRIANGULATION STATION DISK
 CC0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0731
 CC0731  HISTORY     - Date     Condition        Report By
 CC0731  HISTORY     - 1935     MONUMENTED       CGS
 CC0731  HISTORY     - 1938     GOOD             TXHD
 CC0731  HISTORY     - 1939     GOOD             TSI
 CC0731  HISTORY     - 1944     GOOD             LOCSUR
 CC0731  HISTORY     - 1946     GOOD             LOCENG
 CC0731  HISTORY     - 1970     GOOD             NGS
 CC0731
 CC0731                          STATION DESCRIPTION
 CC0731
 CC0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0731'STATION IS ABOUT 9 MILES, AIRLINE NNE OF CRANE, LOCATED ON
 CC0731'HIGH GROUND ABOUT 1-1/2 MILES N OF THE EDGE OF THE BREAKS,
 CC0731'ABOUT 1 MILE E OF A STORM-WATER STORAGE DAM BELONGING TO THE
 CC0731'GULF PRODUCTION COMPANY, ABOUT 1-1/2 MILES ESE OF A TELEPHONE
 CC0731'LINE, BURIED PIPE LINES, AND THE MIDLAND-CRANE ROAD.  IT IS ALSO
 CC0731'ABOUT 2 MILES SW OF THE BUG WELL.  THE MARK PROJECTS 6 INCHES
 CC0731'ABOVE THE GROUND.
 CC0731'
 CC0731'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0731'BRONZE DISKS SET IN CONCRETE.
 CC0731'
 CC0731'REFERENCE MARK NO. 1 IS NNE OF THE STATION.  IT PROJECTS 4
 CC0731'INCHES.
 CC0731'
 CC0731'REFERENCE MARK NO. 2 IS SSE OF THE STATION.  IT PROJECTS 1
 CC0731'INCH.
 CC0731'
 CC0731'THE AZIMUTH MARK IS N OF THE STATION.  IT IS LOCATED IN A
 CC0731'PASTURE 177 FEET E AND 42 FEET S OF A FENCE CORNER.  THIS FENCE
 CC0731'CORNER IS THE NE FENCE CORNER OF THE GULF PRODUCTION COMPANY
 CC0731'PROPERTY.  THE MARK PROJECTS 8 INCHES.
 CC0731'
 CC0731'THE STATION MAY BE REACHED FROM THE MAIN CORNER IN THE TOWN
 CC0731'OF CRANE, 0.1 MILE E OF THE COURTHOUSE, BY DRIVING EASTERLY
 CC0731'ON THE CRANE-RANKIN HIGHWAY FOR 2.6 MILES TO A ROAD Y-INTERSECTION.
 CC0731'TAKE THE LEFT FORK ONTO THE MC ELROY RANCH ROAD AND GO
 CC0731'EAST-NORTHEASTERLY FOR 2.5 MILES TO POWER LINE.  CONTINUE
 CC0731'STRAIGHT AHEAD ON MAIN ROAD, WHICH HERE BEGINS TO MEANDER FROM
 CC0731'STRAIGHT COURSE, FOR 3.2 MILES TO THE HOME RANCH OF THE MC
 CC0731'ELROY RANCH COMPANY.  TURN LEFT THROUGH CATTLE GUARD, CROSS
 CC0731'CORRAL (PASSING ON W SIDE OF STEEL WINDMILL), PASS THROUGH
 CC0731'BOARD GATE, AND TAKE MAIN, OR MIDDLE, ROAD STRAIGHT
 CC0731'NORTHWESTERLY FOR 4.2 MILES TO THE SECOND TELEPHONE
 CC0731'LINE.  TURN RIGHT, OR NORTHEASTERLY, ALONGSIDE THE TELEPHONE LINE AND
 CC0731'GO 3.2 MILES TO TOP OF HILL.  TURN RIGHT, OR SOUTHEASTERLY,
 CC0731'0.1 MILE, THENCE EASTERLY 0.9 MILE ALONG N SIDE OF FENCE,
 CC0731'AND THENCE SOUTHERLY ALONG E SIDE OF FENCE 0.8 MILE TO
 CC0731'STATION.
 CC0731'
 CC0731'A 50-FOOT TOWER WILL CLEAR ALL LINES, EXCEPT OPJONES, AND
 CC0731'LIGON, WHICH ARE NOT VISIBLE FROM THE GROUND.  A 60-FOOT TOWER
 CC0731'IS NECESSARY AT OPJONES AND A 50-FOOT TOWER IS NECESSARY AT
 CC0731'LIGON.
 CC0731
 CC0731                          STATION RECOVERY (1938)
 CC0731
 CC0731'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0731'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CC0731'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CC0731
 CC0731                          STATION RECOVERY (1939)
 CC0731
 CC0731'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CC0731'STATION MARK IN GOOD CONDITION.  HOWEVER THERE HAS BEEN
 CC0731'CONSIDERABLE AMOUNT OF DIGGING ABOUT IT.
 CC0731'
 CC0731'THE OLD CRANE-MIDLAND ROAD IS NOW CROSS-FENCED AND OUT OF
 CC0731'EXISTENCE, AND CAN ONLY BE TRAVELED UPON GETTING GATE KEYS.
 CC0731'STATION CAN BE REACHED WITH CAR BY GOING TO SECOND TELEPHONE LINE
 CC0731'AFTER LEAVING MC ELROY RANCH BUILDING, BY TURNING N AND GOING
 CC0731'N TO WINDMILL AND EARTH TANK, FOLLOWING TRACK ROAD AROUND W SIDE
 CC0731'OF WINDMILL AND CONTINUE ON WELL-TRAVELED ROAD TO CATTLE GUARD
 CC0731'WHICH IS THE ONLY ENTRANCE TO GULF OIL COMPANY WATER COLLECTING
 CC0731'DAM.  CROSS CATTLE GUARD AND FOLLOW ROAD NW TO DAM, LEAVE TOP
 CC0731'OF DAM AND FOLLOW ON ITS S SIDE WHERE A TRACK ROAD LEADS TO
 CC0731'NE SECTION CORNER AND AZIMUTH MARK.  TURN RIGHT AND FOLLOW
 CC0731'ALONG W SIDE OF FENCE ABOUT 0.8 MILE AND CROSS FENCE AND
 CC0731'STATION.
 CC0731
 CC0731                          STATION RECOVERY (1944)
 CC0731
 CC0731'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944 (LMW)
 CC0731'RECOVERED BY ROBERT H. RAY, INC.
 CC0731'
 CC0731'DESCRIPTION FOR REACHING STATION IS ADEQUATE.  STATION AND
 CC0731'REFERENCE MARKS FOUND IN GOOD CONDITION.  NO ATTEMPT MADE TO
 CC0731'RECOVER AZIMUTH MARK.
 CC0731
 CC0731                          STATION RECOVERY (1946)
 CC0731
 CC0731'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (ROE)
 CC0731'RECOVERED BY GEN GEOPHYSICAL CO
 CC0731'
 CC0731'MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0731
 CC0731                          STATION RECOVERY (1970)
 CC0731
 CC0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0731'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 CC0731'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CC0731'
 CC0731'A NEW DESCRIPTION FOLLOWS--
 CC0731'
 CC0731'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF CRANE, 8
 CC0731'MILES NORTH-NORTHWEST OF THE EL PASO NATURAL GAS CO. PLANT, 5
 CC0731'MILES WEST OF RANCH ROAD 1492, 4-1/2 MILES SOUTHWEST OF THE
 CC0731'WILSON BARR RANCH BUILDINGS, 2 MILES SOUTHWEST OF THE BUG
 CC0731'WELL AND WINDMILL, 1 MILE EAST OF A STORM-WATER STORAGE DAM
 CC0731'BELONGING TO THE GULF PRODUCTION COMPANY, ON HIGH GROUND IN
 CC0731'PASTURE LAND LEASED BY MR. WILSON BARR OF CRANE.  GATE TO THE
 CC0731'RANCH IS KEPT LOCKED, ARRANGEMENTS TO ENTER THE PROPERTY WERE
 CC0731'MADE WITH MR. BARR.
 CC0731'
 CC0731'THE STATION MARK IS A STANDARD DISK STAMPED BUG 1935, SET IN
 CC0731'A CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS 78 FEET
 CC0731'EAST OF A NORTH-SOUTH FENCE LINE, AND 4.4 FEET WEST OF A METAL
 CC0731'WITNESS POST.
 CC0731'
 CC0731'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BUG NO 1 1935,
 CC0731'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 CC0731'IT IS 169 FEET EAST OF THE FENCE, AND 125 FEET NORTH-NORTHEAST
 CC0731'OF THE METAL WITNESS POST.
 CC0731'
 CC0731'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BUG NO 2
 CC0731'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 CC0731'IT IS 128 FEET EAST OF THE FENCE, AND 110 FEET SOUTH-SOUTHEAST
 CC0731'OF THE METAL WITNESS POST.
 CC0731'
 CC0731'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BUG
 CC0731'AZIMUTH 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CC0731'8-INCHES.  IT IS 200 FEET EAST OF A FENCE CORNER AND SECTION
 CC0731'CORNER STAKE, 38 FEET SOUTH OF PROJECTED LINE OF AN EAST-WEST
 CC0731'FENCE LINE, AND 1.6 FEET WEST OF A METAL WITNESS POST.
 CC0731'
 CC0731'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 385
 CC0731'AND STATE HIGHWAY 329 IN CRANE, GO EAST ON STATE HIGHWAY
 CC0731'329 FOR 10.55 MILES TO THE JUNCTION WITH RANCH ROAD 1492 TO
 CC0731'THE LEFT, TURN LEFT AND FOLLOW RANCH ROAD 1492 EAST AND THEN
 CC0731'NORTH FOR 11.6 MILES TO A CATTLE GUARD AND LOCKED GATE ON THE
 CC0731'LEFT WITH A SIGN, WILSON BARR RANCH, TURN LEFT THRU GATE AND
 CC0731'GO NORTHWEST ON GRADED RANCH ROAD FOR 2.65 MILES TO THE RANCH
 CC0731'BUILDINGS.  FROM THE RANCH HOUSE GO SOUTH ON A TRACK ROAD
 CC0731'FOR 1.35 MILES TO A CATTLE GUARD AND GATE, AND A 6-POINT
 CC0731'INTERSECTION OF ROADS, CROSS CATTLE GUARD AND GO STRAIGHT
 CC0731'AHEAD SOUTH ON THE MIDDLE ROAD FOR 0.95 MILE TO A Y FORK,
 CC0731'RIGHT FORK LEADING TO THE BUG WELL AND WINDMILL (0.25
 CC0731'MILE), FOLLOW LEFT FORK STRAIGHT AHEAD FOR 1.8 MILE TO AN
 CC0731'EAST-WEST FENCE LINE AND GATE, TURN RIGHT, AND GO WEST ALONG
 CC0731'NORTH SIDE OF FENCE FOR 0.9 MILE TO A T FENCE CORNER,
 CC0731'TURN RIGHT AND GO NORTH ALONG EAST SIDE OF NORTH-SOUTH
 CC0731'FENCE LINE FOR 0.2 MILE TO TOP OF RISE AND STATION ON
 CC0731'THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 CC0731'CONTINUE NORTH ALONG EAST SIDE OF FENCE FOR 0.8 MILE TO A
 CC0731'FENCE CORNER AND SECTION CORNER STAKE, AND THE AZIMUTH MARK
 CC0731'ON THE RIGHT AS DESCRIBED.
 CC0731'
 CC0731'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 CC0731'MILES NE OF CRANE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1669 ***********************************************************************
 FL1669  DESIGNATION -  BUGBY
 FL1669  PID         -  FL1669
 FL1669  STATE/COUNTY-  TX/HUTCHINSON
 FL1669  USGS QUAD   -  STINNETT STATION (1978)
 FL1669
 FL1669                         *CURRENT SURVEY CONTROL
 FL1669  ___________________________________________________________________
 FL1669* NAD 83(1993)-  35 54 09.12507(N)    101 21 10.39453(W)     ADJUSTED  
 FL1669* NAVD 88     -       983.     (meters)    3225.     (feet)  SCALED    
 FL1669  ___________________________________________________________________
 FL1669  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 FL1669  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FL1669
 FL1669  HORZ ORDER  -  THIRD
 FL1669
 FL1669.The horizontal coordinates were established by classical geodetic methods
 FL1669.and adjusted by the National Geodetic Survey in February 1996..
 FL1669
 FL1669.The orthometric height was scaled from a topographic map.
 FL1669
 FL1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1669
 FL1669.The geoid height was determined by GEOID03.
 FL1669
 FL1669;                    North         East     Units Scale Factor Converg.
 FL1669;SPC TX N     - 1,211,074.290   213,279.805   MT  0.99994656   +0 05 06.9
 FL1669;SPC TX N     - 3,973,332.90    699,735.49   sFT  0.99994656   +0 05 06.9
 FL1669;UTM  14      - 3,975,695.756   287,660.429   MT  1.00015561   -1 22 49.0
 FL1669
 FL1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1669!SPC TX N     -   0.99984992  x   0.99994656  =   0.99979649
 FL1669!UTM  14      -   0.99984992  x   1.00015561  =   1.00000551
 FL1669
 FL1669:                Primary Azimuth Mark                     Grid Az
 FL1669:SPC TX N     -  BUGBY AZ MK                              070 16 41.6
 FL1669:UTM  14      -  BUGBY AZ MK                              071 44 37.5
 FL1669
 FL1669|---------------------------------------------------------------------|
 FL1669| PID    Reference Object                     Distance      Geod. Az  |
 FL1669|                                                           dddmmss.s |
 FL1669| CJ6748 BUGBY AZ MK                                        0702148.5 |
 FL1669| CJ6749 BUGBY RM 1                            7.444 METERS 07700     |
 FL1669| CJ6750 BUGBY RM 2                            9.846 METERS 16547     |
 FL1669|---------------------------------------------------------------------|
 FL1669
 FL1669                          SUPERSEDED SURVEY CONTROL
 FL1669
 FL1669  NAD 83(1993)-  35 54 09.12531(N)    101 21 10.39374(W) AD(       ) 3
 FL1669  NAD 83(1986)-  35 54 09.13322(N)    101 21 10.38282(W) AD(       ) 3
 FL1669  NAD 27      -  35 54 08.99600(N)    101 21 08.79600(W) AD(       ) 3
 FL1669
 FL1669.Superseded values are not recommended for survey control.
 FL1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1669.See file dsdata.txt to determine how the superseded data were derived.
 FL1669
 FL1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8766075696(NAD 83)
 FL1669_MARKER: DS = TRIANGULATION STATION DISK
 FL1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1669
 FL1669  HISTORY     - Date     Condition        Report By
 FL1669  HISTORY     - 1951     MONUMENTED       CGS
 FL1669  HISTORY     - 1952     GOOD             USGS
 FL1669
 FL1669                          STATION DESCRIPTION
 FL1669
 FL1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1669'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHEAST OF STINNETT,
 FL1669'ABOUT 8.5 MILES NORTHWEST OF THE POINT WHERE MOORE CREEK EMPTIES
 FL1669'INTO THE CANADIAN RIVER, AND ON THE TOP OF A HIGH BLUFF WHICH IS
 FL1669'IN PASTURE LAND.
 FL1669'
 FL1669'TO REACH FROM THE NORTH CAUTION LIGHT IN STINNETT, GO NORTH
 FL1669'ON STATE HIGHWAY 117 FOR 8.1 MILES TO A SIDE ROAD RIGHT AT
 FL1669'THE SOUTHWEST CORNER OF CORRAL AND FEED LOT.  PASS THROUGH
 FL1669'GATE AND FOLLOW TRACK ROAD 0.1 TO GATE, PASS THROUGH GATE
 FL1669'AND FOLLOW THE MAIN TRAVELED ROAD SOUTHEASTERLY FOR 1.35 MILES
 FL1669'TO WIRE GATE, PASS THROUGH GATE AND CONTINUE EASTERLY FOR
 FL1669'1.8 MILES TO GATE, PASS THROUGH GATE AND CONTINUE ON MAIN
 FL1669'TRAVELED ROAD FOR 0.5 MILE TO WHERE ROAD MAKES A BEND TO THE
 FL1669'LEFT AT THE HEAD OF A CANYON.  HERE BEAR TO THE RIGHT AND GO
 FL1669'0.25 MILE TO THE TOP OF RIDGE AND STATION SITE.  TO REACH
 FL1669'AZIMUTH MARK FROM POINT WHERE YOU LEAVE THE MAIN TRAVELED
 FL1669'ROAD, CONTINUE ON MAIN TRAVELED ROAD FOR 1.25 MILES TO TOP
 FL1669'OF RIDGE AND AZIMUTH ON LEFT.
 FL1669'
 FL1669'ALL MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE POSTS.
 FL1669'
 FL1669'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FL1669'BUGBY 1951.
 FL1669'
 FL1669'REFERENCE MARK NO. 1 IS ABOUT 6 INCHES LOWER IN ELEVATION
 FL1669'THAN THE STATION AND IS STAMPED BUGBY NO 1 1951.  IT PROJECTS 2
 FL1669'INCHES.
 FL1669'
 FL1669'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE
 FL1669'STATION AND IS STAMPED BUGBY NO 2 1951.  IT PROJECTS 2 INCHES.
 FL1669'
 FL1669'THE AZIMUTH MARK IS 49 PACES NORTH OF THE MAIN TRAVELED ROAD
 FL1669'AND 3 FEET EAST-SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 FL1669'2 INCHES AND THE DISK IS STAMPED BUGBY 1951.
 FL1669
 FL1669                          STATION RECOVERY (1952)
 FL1669
 FL1669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FL1669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1252 ***********************************************************************
 DN1252  DESIGNATION -  BUGTUSSLE
 DN1252  PID         -  DN1252
 DN1252  STATE/COUNTY-  TX/GRAYSON
 DN1252  USGS QUAD   -  ETHEL (1975)
 DN1252
 DN1252                         *CURRENT SURVEY CONTROL
 DN1252  ___________________________________________________________________
 DN1252* NAD 83(1993)-  33 30 30.27949(N)    096 47 35.50434(W)     ADJUSTED  
 DN1252* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 DN1252  ___________________________________________________________________
 DN1252  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 DN1252  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 DN1252
 DN1252  HORZ ORDER  -  SECOND
 DN1252
 DN1252.The horizontal coordinates were established by classical geodetic methods
 DN1252.and adjusted by the National Geodetic Survey in February 1996..
 DN1252
 DN1252.The orthometric height was scaled from a topographic map.
 DN1252
 DN1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1252
 DN1252.The geoid height was determined by GEOID03.
 DN1252
 DN1252;                    North         East     Units Scale Factor Converg.
 DN1252;SPC TXNC     - 2,205,521.713   758,563.110   MT  0.99990431   +0 55 51.2
 DN1252;SPC TXNC     - 7,235,949.15  2,488,719.14   sFT  0.99990431   +0 55 51.2
 DN1252;UTM  14      - 3,709,831.644   704,979.970   MT  1.00011803   +1 13 07.4
 DN1252
 DN1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1252!SPC TXNC     -   0.99996788  x   0.99990431  =   0.99987219
 DN1252!UTM  14      -   0.99996788  x   1.00011803  =   1.00008590
 DN1252
 DN1252:                Primary Azimuth Mark                     Grid Az
 DN1252:SPC TXNC     -  GUNTER MUNICIPAL TANK                    146 06 21.7
 DN1252:UTM  14      -  GUNTER MUNICIPAL TANK                    145 49 05.5
 DN1252
 DN1252|---------------------------------------------------------------------|
 DN1252| PID    Reference Object                     Distance      Geod. Az  |
 DN1252|                                                           dddmmss.s |
 DN1252| DN1140 GUNTER MUNICIPAL TANK               APPROX. 7.8 KM 1470212.9 |
 DN1252| CX9932 BUGTUSSLE AZ MK                                    1825101.3 |
 DN1252| CX9933 BUGTUSSLE RM 1                        5.893 METERS 21419     |
 DN1252| DN1183 TIOGA MUNICIPAL TANK                APPROX.12.1 KM 2474203.2 |
 DN1252| DN1254 COLLINSVILLE MUNICIPAL TANK         APPROX.12.3 KM 2980438.6 |
 DN1252| CX9934 BUGTUSSLE RM 2                        6.403 METERS 33238     |
 DN1252|---------------------------------------------------------------------|
 DN1252
 DN1252                          SUPERSEDED SURVEY CONTROL
 DN1252
 DN1252  NAD 83(1993)-  33 30 30.28068(N)    096 47 35.50048(W) AD(       ) 2
 DN1252  NAD 83(1986)-  33 30 30.28502(N)    096 47 35.49358(W) AD(       ) 2
 DN1252  NAD 27      -  33 30 29.89420(N)    096 47 34.51380(W) AD(       ) 2
 DN1252
 DN1252.Superseded values are not recommended for survey control.
 DN1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1252.See file dsdata.txt to determine how the superseded data were derived.
 DN1252
 DN1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0498009832(NAD 83)
 DN1252_MARKER: DS = TRIANGULATION STATION DISK
 DN1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1252
 DN1252  HISTORY     - Date     Condition        Report By
 DN1252  HISTORY     - 1955     MONUMENTED       CGS
 DN1252  HISTORY     - 1957     GOOD             CGS
 DN1252  HISTORY     - 19990213 GOOD             USPSQD
 DN1252
 DN1252                          STATION DESCRIPTION
 DN1252
 DN1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1252'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHEAST OF TIOGA,
 DN1252'ABOUT 7.5 MILES SOUTHEAST OF COLLINSVILLE, ABOUT 4.5 MILES
 DN1252'NORTHWEST OF GUNTER, 0.8 MILE SOUTH AND 0.5 MILE WEST OF
 DN1252'THE ABANDONED BUGTUSSLE SCHOOL, ON THE PROPERTY OF MR. J.A.
 DN1252'MC DONALD.  IT IS ABOUT 100 YARDS SOUTHWEST OF MR. MC DONALDS
 DN1252'HOME, 9 FEET EAST OF FENCE, 9 FEET EAST OF WITNESS POST AND 29
 DN1252'FEET EAST OF GRADED ROAD.  THE MARK IS STAMPED BUGTUSSLE
 DN1252'1955 AND IS SET FLUSH.
 DN1252'
 DN1252'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF FENCE AND 19 FEET EAST
 DN1252'OF GRADED ROAD.  THE MARK IS STAMPED BUGTUSSLE NO 1 1955
 DN1252'AND PROJECTS 1 INCH.
 DN1252'
 DN1252'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF FENCE AND 19 FEET EAST
 DN1252'OF GRADED ROAD.  THE MARK IS STAMPED BUGTUSSLE NO 2 1955
 DN1252'AND PROJECTS 1 INCH.
 DN1252'
 DN1252'AZIMUTH MARK IS 1 FOOT NORTH OF WITNESS POST, 1 FOOT EAST OF
 DN1252'FENCE AND 22 FEET EAST OF GRADED ROAD.  THE MARK IS STAMPED
 DN1252'BUGTUSSLE 1955 AND PROJECTS 2 INCHES.
 DN1252'
 DN1252'TO REACH STATION FROM THE RAILROAD CROSSING AT THE SOUTH
 DN1252'END OF THE SAN FRANCISCO AND TEXAS RAILROAD DEPOT IN GUNTER,
 DN1252'GO WEST ON STATE HIGHWAY 121 FOR 2.3 MILES TO A CROSSROAD,
 DN1252'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 1.9 MILES TO A
 DN1252'T ROAD, TURN LEFT AND GO WEST FOR 1.0 MILE TO WHERE GRAVELED
 DN1252'ROAD TURNS NORTH, CONTINUE NORTH ON GRADED ROAD FOR 1.5 MILES
 DN1252'TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE NORTH ON
 DN1252'GRADED ROAD FOR 0.8 MILE TO CREST OF HILL AND STATION ON
 DN1252'RIGHT AS DESCRIBED.
 DN1252
 DN1252                          STATION RECOVERY (1957)
 DN1252
 DN1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1252'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1252'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DN1252'STATION SITE ARE CORRECT.
 DN1252
 DN1252                          STATION RECOVERY (1999)
 DN1252
 DN1252'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8396 ***********************************************************************
 AH8396  DESIGNATION -  BULB
 AH8396  PID         -  AH8396
 AH8396  STATE/COUNTY-  TX/ARANSAS
 AH8396  USGS QUAD   -  ESTES (1975)
 AH8396
 AH8396                         *CURRENT SURVEY CONTROL
 AH8396  ___________________________________________________________________
 AH8396* NAD 83(1993)-  27 52 53.52544(N)    097 02 59.37568(W)     ADJUSTED  
 AH8396* NAVD 88     -         0.5    (meters)       2.     (feet)  VERTCON   
 AH8396  ___________________________________________________________________
 AH8396  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AH8396  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH8396
 AH8396  HORZ ORDER  -  THIRD
 AH8396
 AH8396.The horizontal coordinates were established by classical geodetic methods
 AH8396.and adjusted by the National Geodetic Survey in August 1998..
 AH8396
 AH8396.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8396
 AH8396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8396
 AH8396.The geoid height was determined by GEOID03.
 AH8396
 AH8396;                    North         East     Units Scale Factor Converg.
 AH8396;SPC TXSC     - 4,006,943.916   792,058.083   MT  1.00018180   +0 57 19.5
 AH8396;SPC TXSC     -13,146,115.16  2,598,610.56   sFT  1.00018180   +0 57 19.5
 AH8396;UTM  14      - 3,085,607.737   691,976.264   MT  1.00005491   +0 54 44.2
 AH8396
 AH8396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8396!SPC TXSC     -   1.00000409  x   1.00018180  =   1.00018589
 AH8396!UTM  14      -   1.00000409  x   1.00005491  =   1.00005900
 AH8396
 AH8396                          SUPERSEDED SURVEY CONTROL
 AH8396
 AH8396  NGVD 29 (08/21/98)    0.6    (m)            2.     (f) VERT ANG       
 AH8396
 AH8396.Superseded values are not recommended for survey control.
 AH8396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8396.See file dsdata.txt to determine how the superseded data were derived.
 AH8396
 AH8396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9197685608(NAD 83)
 AH8396_MARKER: DD = SURVEY DISK
 AH8396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8396_STAMPING: BULB 1989
 AH8396_MARK LOGO: NOS   
 AH8396_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8396+STABILITY: SURFACE MOTION
 AH8396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8396+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8396
 AH8396  HISTORY     - Date     Condition        Report By
 AH8396  HISTORY     - 1989     MONUMENTED       NOS
 AH8396
 AH8396                          STATION DESCRIPTION
 AH8396
 AH8396'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8396'THE STATION IS LOCATED ON THE EASTERN SHORELINE OF HARBOR ISLAND, NEAR
 AH8396'THE WEST BANK OF THE LYDIA ANN CHANNEL, AND OPPOSITE THE SOUTH END OF
 AH8396'LYDIA ANN ISLAND. TO REACH THE STATION FROM ROCKPORT, GO BY BOAT SOUTH
 AH8396'ALONG THE ARANSAS BAY ALTERNATE ROUTE TO THE AREA OF LIGHT 85 AND THE
 AH8396'STATION ALONG THE SHORELINE TO THE RIGHT, WEST. THE STATION IS
 AH8396'STAMPED---BULB 1989---, AND IS A ALUMINUM DISK SET ONTO THE TOP OF A
 AH8396'42 INCH ALUMINUM ROD WHICH IS SURROUNDED BY CONCRETE.IT IS
 AH8396'APPROXIMATELY 0.4 MILE NW FROM LT 85, APPROXIMATELY 0.2 MILE NORTH
 AH8396'FROM THE CUT INTO HARBOR ISLAND, AND 5 METERS WEST FROM THE MHWL.
 AH8396'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1051 ***********************************************************************
 GK1051  DESIGNATION -  BULER
 GK1051  PID         -  GK1051
 GK1051  STATE/COUNTY-  TX/OCHILTREE
 GK1051  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK1051
 GK1051                         *CURRENT SURVEY CONTROL
 GK1051  ___________________________________________________________________
 GK1051* NAD 83(1993)-  36 07 47.27945(N)    100 49 14.40649(W)     ADJUSTED  
 GK1051* NAVD 88     -       907.     (meters)    2976.     (feet)  SCALED    
 GK1051  ___________________________________________________________________
 GK1051  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 GK1051  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 GK1051
 GK1051  HORZ ORDER  -  THIRD
 GK1051
 GK1051.The horizontal coordinates were established by classical geodetic methods
 GK1051.and adjusted by the National Geodetic Survey in February 1996..
 GK1051
 GK1051.The orthometric height was scaled from a topographic map.
 GK1051
 GK1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1051
 GK1051.The geoid height was determined by GEOID03.
 GK1051
 GK1051;                    North         East     Units Scale Factor Converg.
 GK1051;SPC TX N     - 1,236,490.816   261,149.288   MT  0.99998795   +0 23 37.3
 GK1051;SPC TX N     - 4,056,720.29    856,787.29   sFT  0.99998795   +0 23 37.3
 GK1051;UTM  14      - 3,999,880.389   336,168.324   MT  0.99993073   -1 04 25.4
 GK1051
 GK1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1051!SPC TX N     -   0.99986192  x   0.99998795  =   0.99984987
 GK1051!UTM  14      -   0.99986192  x   0.99993073  =   0.99979266
 GK1051
 GK1051|---------------------------------------------------------------------|
 GK1051| PID    Reference Object                     Distance      Geod. Az  |
 GK1051|                                                           dddmmss.s |
 GK1051| CK9058 BULER RM 1                           11.912 METERS 00239     |
 GK1051| CK9059 BULER RM 2                           14.212 METERS 18207     |
 GK1051| CK9057 BULER AZ MK                                        3581020.9 |
 GK1051|---------------------------------------------------------------------|
 GK1051
 GK1051                          SUPERSEDED SURVEY CONTROL
 GK1051
 GK1051  NAD 83(1993)-  36 07 47.27977(N)    100 49 14.40637(W) AD(       ) 3
 GK1051  NAD 83(1986)-  36 07 47.28596(N)    100 49 14.39429(W) AD(       ) 3
 GK1051  NAD 27      -  36 07 47.15500(N)    100 49 12.86200(W) AD(       ) 3
 GK1051
 GK1051.Superseded values are not recommended for survey control.
 GK1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1051.See file dsdata.txt to determine how the superseded data were derived.
 GK1051
 GK1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE3616899880(NAD 83)
 GK1051_MARKER: DS = TRIANGULATION STATION DISK
 GK1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1051
 GK1051  HISTORY     - Date     Condition        Report By
 GK1051  HISTORY     - 1952     MONUMENTED       CGS
 GK1051
 GK1051                          STATION DESCRIPTION
 GK1051
 GK1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK1051'THE STATION IS LOCATED ABOUT 18 MILES SOUTH AND 1.5 MILES WEST
 GK1051'OF PERRYTON, 4.75 MILES NORTH OF THE ROBERTS-OCHILTREE COUNTY
 GK1051'LINE, 0.65 MILE SOUTH OF THE OLD STORE AT BULER AND ON THE ROAD
 GK1051'RIGHT-OF-WAY.  IT IS 61 FEET EAST OF THE CENTER LINE OF STATE
 GK1051'HIGHWAY 70, 42 FEET NORTHWEST OF A CATTLE GUARD, 8 FEET WEST
 GK1051'OF A NORTH-SOUTH FENCE LINE AND 8 FEET SOUTHWEST OF A WITNESS
 GK1051'POST.
 GK1051'
 GK1051'TO REACH THE STATION FROM THE SIGNAL LIGHT IN CANADIAN.  GO
 GK1051'NORTHEASTERLY ON U.S. HIGHWAYS 60 AND 83 FOR 2.25 MILES TO THEIR
 GK1051'JUNCTION.  TURN LEFT, WEST, ON U.S. HIGHWAY 83 AND GO 16.7
 GK1051'MILES TO A CROSSROAD.  TURN LEFT AND GO WESTERLY ON THE DIRT
 GK1051'ROAD FOR 14.4 MILES TO STATE HIGHWAY 70.  TURN RIGHT AND GO
 GK1051'NORTH ON STATE HIGHWAY 70 FOR 2 MILES TO THE STATION ON THE
 GK1051'RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH FROM THE STATION.
 GK1051'GO NORTH ON STATE HIGHWAY 70 FOR 0.6 MILE TO THE AZIMUTH MARK
 GK1051'ON THE LEFT AS DESCRIBED.
 GK1051'
 GK1051'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF SQUARE
 GK1051'CONCRETE POSTS.
 GK1051'
 GK1051'THE STATION MARK IS STAMPED BULER AND PROJECTS 3 INCHES.
 GK1051'
 GK1051'REFERENCE MARK NO. 1 IS 62 FEET EAST OF THE CENTER LINE OF
 GK1051'STATE HIGHWAY 70 AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 GK1051'IT IS STAMPED BULER NO 1 1952 AND PROJECTS 3 INCHES.
 GK1051'
 GK1051'REFERENCE MARK NO. 2 IS 60 FEET EAST OF THE CENTER LINE OF
 GK1051'STATE HIGHWAY 70 AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 GK1051'IT IS STAMPED BULER NO 2 1952 AND PROJECTS 3 INCHES.
 GK1051'
 GK1051'THE AZIMUTH MARK IS 39 FEET WEST OF THE CENTER LINE OF STATE
 GK1051'HIGHWAY 70.  14 FEET EAST OF A POWER LINE POLE AND 4 FEET EAST
 GK1051'OF A 4 BY 4 WITNESS POST.  IT IS STAMPED BULER 1952 AND PROJECTS
 GK1051'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1619 ***********************************************************************
 FL1619  DESIGNATION -  BULGE
 FL1619  PID         -  FL1619
 FL1619  STATE/COUNTY-  TX/HUTCHINSON
 FL1619  USGS QUAD   -  ADOBE CREEK SW (1971)
 FL1619
 FL1619                         *CURRENT SURVEY CONTROL
 FL1619  ___________________________________________________________________
 FL1619* NAD 83(1993)-  35 45 12.00508(N)    101 11 48.83763(W)     ADJUSTED  
 FL1619* NAVD 88     -       934.     (meters)    3064.     (feet)  SCALED    
 FL1619  ___________________________________________________________________
 FL1619  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 FL1619  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FL1619
 FL1619  HORZ ORDER  -  FIRST
 FL1619
 FL1619.The horizontal coordinates were established by classical geodetic methods
 FL1619.and adjusted by the National Geodetic Survey in February 1996..
 FL1619
 FL1619.The orthometric height was scaled from a topographic map.
 FL1619
 FL1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1619
 FL1619.The geoid height was determined by GEOID03.
 FL1619
 FL1619;                    North         East     Units Scale Factor Converg.
 FL1619;SPC TX N     - 1,194,552.870   227,411.506   MT  0.99992796   +0 10 32.4
 FL1619;SPC TX N     - 3,919,128.87    746,099.25   sFT  0.99992796   +0 10 32.4
 FL1619;UTM  14      - 3,958,815.920   301,368.355   MT  1.00008620   -1 17 02.6
 FL1619
 FL1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1619!SPC TX N     -   0.99985760  x   0.99992796  =   0.99978557
 FL1619!UTM  14      -   0.99985760  x   1.00008620  =   0.99994379
 FL1619
 FL1619|---------------------------------------------------------------------|
 FL1619| PID    Reference Object                     Distance      Geod. Az  |
 FL1619|                                                           dddmmss.s |
 FL1619| CJ6752 BULGE RM 1                           10.772 METERS 00032     |
 FL1619| CJ6751 BULGE AZ MK                                        1325619.3 |
 FL1619| CJ6753 BULGE RM 2                           11.961 METERS 24216     |
 FL1619|---------------------------------------------------------------------|
 FL1619
 FL1619                          SUPERSEDED SURVEY CONTROL
 FL1619
 FL1619  NAD 83(1993)-  35 45 12.00590(N)    101 11 48.83651(W) AD(       ) 1
 FL1619  NAD 83(1986)-  35 45 12.01219(N)    101 11 48.82633(W) AD(       ) 1
 FL1619  NAD 27      -  35 45 11.86400(N)    101 11 47.25700(W) AD(       ) 1
 FL1619
 FL1619.Superseded values are not recommended for survey control.
 FL1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1619.See file dsdata.txt to determine how the superseded data were derived.
 FL1619
 FL1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0136858816(NAD 83)
 FL1619_MARKER: DS = TRIANGULATION STATION DISK
 FL1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1619
 FL1619  HISTORY     - Date     Condition        Report By
 FL1619  HISTORY     - 1951     MONUMENTED       CGS
 FL1619  HISTORY     - 1951     GOOD             CGS
 FL1619  HISTORY     - 1952     GOOD             USGS
 FL1619
 FL1619                          STATION DESCRIPTION
 FL1619
 FL1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1619'LOCATED ABOUT 12 MILES NORTHEAST OF BORGER AND 12 MILES NORTH
 FL1619'OF SKELLYTOWN, ON THE HIGHEST POINT OF A FLAT-TOPPED GRASSY
 FL1619'RIDGE WHICH RUNS GENERALLY NORTH AND SOUTH.  IT IS ON THE
 FL1619'PROPERTY OF THE HARVEY ESTATE, WHICH IS LEASED AND MANAGED
 FL1619'BY MR. MINOR SIMS OF PANHANDLE, TEXAS.  AT THE TIME THE
 FL1619'STATION WAS BUILT THERE WAS A LONE WINDMILL 0.4 MILE SOUTHEAST
 FL1619'OF THE STATION.
 FL1619'
 FL1619'REACHED FROM THE INTERSECTION OF TEXAS HIGHWAYS 152 AND 294,
 FL1619'1 MILE SOUTH OF SKELLYTOWN BY GOING NORTHWEST ON 152 TOWARDS
 FL1619'BORGER FOR 1.5 MILES TO A FIVE WAY ROAD INTERSECTION.  THENCE
 FL1619'LEAVE 152, TURN RIGHT AND GO NORTH ON PAVED COUNTY ROAD WHICH
 FL1619'CHANGES TO A GRADED ROAD FOR 9.8 MILES TO A CROSS ROAD AND
 FL1619'A LARGE GAS-MAIN VALVE AND TRIANGULATION STATION GRAY ON THE
 FL1619'RIGHT.  THENCE CONTINUE NORTH ON GRADED ROAD FOR 1.0 MILE TO A
 FL1619'CATTLE GUARD SOUTHEAST OF A RANCH HOUSE.  HERE GO THROUGH
 FL1619'CATTLE GUARD AND CONTINUE NORTH ON MAIN TRAVELED ROAD FOR 0.7
 FL1619'MILE TO AN IRON GATE MARKING A WILD LIFE REFUGE BOUNDARY.
 FL1619'THENCE GO THROUGH THE IRON GATE AND TAKE LEFT FORK AND
 FL1619'FOLLOW TRACK ROAD ACROSS A PASTURE NORTHWEST AND WEST FOR
 FL1619'1.0 MILE TO SUMMIT OF A SANDY GRASS COVERED RIDGE, 30 YARDS
 FL1619'SOUTH OF THE SOUTH EDGE OF A SANDY EMBANKMENT WHERE AN OLD
 FL1619'ROAD GOES OVER THE CREST OF THE RIDGE, AND STATION.
 FL1619'
 FL1619'STATION IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 FL1619'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  THE UNDERGROUND
 FL1619'MARK IS 38 INCHES BELOW GROUND.
 FL1619'
 FL1619'REFERENCE MARK NUMBER ONE IS A STANDARD DISK SET IN THE TOP
 FL1619'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 FL1619'IT IS ABOUT 30 FT. NORTH OF STATION.
 FL1619'
 FL1619'REFERENCE MARK NUMBER TWO IS A STANDARD DISK SET IN THE TOP
 FL1619'OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 FL1619'GROUND.  IT IS 30 FT. WEST OF STATION.
 FL1619'
 FL1619'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP
 FL1619'OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 FL1619'GROUND.  IT IS 0.7 MILE SOUTHEAST OF THE STATION AND 0.3 MILE
 FL1619'WEST OF THE ABOVE MENTIONED IRON GATE, ALONG THE FENCE LINE.
 FL1619
 FL1619                          STATION RECOVERY (1951)
 FL1619
 FL1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1619'THE STATION IS LOCATED ABOUT 22 MILES NORTHWEST OF PAMPA, 12
 FL1619'MILES NORTHEAST OF BORGER, 2 FEET SOUTHWEST OF A WITNESS POST,
 FL1619'AND ON THE WILDLIFE REFUGE.
 FL1619'
 FL1619'TO REACH THE STATION FROM THE RAILROAD CROSSING AT CABOT, WHICH
 FL1619'IS 1.0 MILE SOUTH OF SKELLYTOWN.  GO WEST ON STATE ROUTE 152
 FL1619'FOR 1.5 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH 11.5
 FL1619'MILES TO A CATTLE GUARD, CONTINUE STRAIGHT AHEAD FOR 0.7
 FL1619'MILE TO AN IRON GATE AT THE WILDLIFE REFUGE.* PASS THROUGH
 FL1619'THE GATE AND TAKE THE LEFT FORK NORTHWEST FOR 1.0 MILE TO THE
 FL1619'STATION AS DESCRIBED.* FROM THIS POINT GO WEST ALONG THE
 FL1619'FENCE LINE FOR 0.2 MILE TO THE AZIMUTH MARK.
 FL1619'
 FL1619'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL1619'POSTS.
 FL1619'
 FL1619'THE STATION MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 FL1619'BULGE 1951.
 FL1619'
 FL1619'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION MARK.
 FL1619'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED BULGE NO 1
 FL1619'1951.
 FL1619'
 FL1619'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION MARK.
 FL1619'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED BULGE
 FL1619'NO 2 1951.
 FL1619'
 FL1619'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE GATE TO THE WILDLIFE
 FL1619'REFUGE, 4 FEET NORTH OF A FENCE LINE, AND 3 FEET NORTH OF A
 FL1619'WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 FL1619'STAMPED BULGE 1951.
 FL1619
 FL1619                          STATION RECOVERY (1952)
 FL1619
 FL1619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FL1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1073 ***********************************************************************
 CU1073  DESIGNATION -  BULL
 CU1073  PID         -  CU1073
 CU1073  STATE/COUNTY-  TX/BORDEN
 CU1073  USGS QUAD   -  FIVEMILE CREEK (1969)
 CU1073
 CU1073                         *CURRENT SURVEY CONTROL
 CU1073  ___________________________________________________________________
 CU1073* NAD 83(1993)-  32 46 20.00939(N)    101 21 21.83617(W)     ADJUSTED  
 CU1073* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 CU1073  ___________________________________________________________________
 CU1073  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 CU1073  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CU1073
 CU1073  HORZ ORDER  -  THIRD
 CU1073
 CU1073.The horizontal coordinates were established by classical geodetic methods
 CU1073.and adjusted by the National Geodetic Survey in February 1996..
 CU1073
 CU1073.The orthometric height was scaled from a topographic map.
 CU1073
 CU1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1073
 CU1073.The geoid height was determined by GEOID03.
 CU1073
 CU1073;                    North         East     Units Scale Factor Converg.
 CU1073;SPC TXNC     - 2,126,232.004   332,471.663   MT  0.99988444   -1 33 27.7
 CU1073;SPC TXNC     - 6,975,812.83  1,090,784.11   sFT  0.99988444   -1 33 27.7
 CU1073;UTM  14      - 3,628,493.156   279,316.434   MT  1.00020055   -1 16 33.1
 CU1073
 CU1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1073!SPC TXNC     -   0.99988858  x   0.99988444  =   0.99977304
 CU1073!UTM  14      -   0.99988858  x   1.00020055  =   1.00008911
 CU1073
 CU1073|---------------------------------------------------------------------|
 CU1073| PID    Reference Object                     Distance      Geod. Az  |
 CU1073|                                                           dddmmss.s |
 CU1073| CH8489 BULL RM 1                             9.465 METERS 09043     |
 CU1073| CH8488 BULL AZ MK                                         0965900.3 |
 CU1073| CU1074 GAIL FAA MICROWAVE                  APPROX. 7.0 KM 2514727.1 |
 CU1073| CH8490 BULL RM 2                             9.065 METERS 27411     |
 CU1073|---------------------------------------------------------------------|
 CU1073
 CU1073                          SUPERSEDED SURVEY CONTROL
 CU1073
 CU1073  NAD 83(1993)-  32 46 20.01580(N)    101 21 21.82727(W) AD(       ) 3
 CU1073  NAD 83(1986)-  32 46 20.01568(N)    101 21 21.82723(W) AD(       ) 3
 CU1073  NAD 27      -  32 46 19.63472(N)    101 21 20.35554(W) AD(       ) 3
 CU1073
 CU1073.Superseded values are not recommended for survey control.
 CU1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1073.See file dsdata.txt to determine how the superseded data were derived.
 CU1073
 CU1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB7931628493(NAD 83)
 CU1073_MARKER: DS = TRIANGULATION STATION DISK
 CU1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1073_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1073
 CU1073  HISTORY     - Date     Condition        Report By
 CU1073  HISTORY     - 1968     MONUMENTED       CGS
 CU1073
 CU1073                          STATION DESCRIPTION
 CU1073
 CU1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1073'THE STATION IS LOCATED AIRLINE, ABOUT 14 MILES SOUTHWEST OF
 CU1073'FLUVANNA, 5 MILES EAST OF GAIL, ON THE NORTH SIDE AND ON THE
 CU1073'HIGHWAY RIGHT OF WAY OF U.S. HIGHWAY 180.
 CU1073'
 CU1073'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 180 AND
 CU1073'FARM ROAD 669 IN GAIL, GO EAST ON U.S. HIGHWAY 180 FOR 3.2 MILES
 CU1073'TO A ROADSIDE PARK ON THE LEFT, CONTINUE EAST ON U.S. HIGHWAY
 CU1073'180 FOR 1.75 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 CU1073'
 CU1073'THE STATION MARK IS A STANDARD DISK STAMPED BULL 1968, SET
 CU1073'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 CU1073'SURFACE.  IT IS 2.3 FEET SOUTH OF THE WITNESS POST IN THE FENCE
 CU1073'LINE, 38.4 FEET WEST OF TELEPHONE POLE 485 AND 64.4 FEET NORTH
 CU1073'OF THE CENTERLINE OF THE HIGHWAY.
 CU1073'
 CU1073'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BULL NO 1 1968,
 CU1073'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 CU1073'GROUND SURFACE.  IT IS 64.7 FEET NORTH OF THE CENTERLINE OF THE
 CU1073'HIGHWAY, 30.9 FEET EAST OF THE WITNESS POST, 7.4 FEET WEST OF
 CU1073'TELEPHONE POLE 485 AND 1.5 FEET SOUTH OF A FENCE LINE.
 CU1073'
 CU1073'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BULL NO 2 1968,
 CU1073'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 CU1073'GROUND SURFACE.  IT IS 64.7 FEET NORTH OF THE CENTERLINE OF
 CU1073'THE HIGHWAY, 29.9 FEET WEST OF THE WITNESS POST AND 1.4 FEET SOUTH
 CU1073'OF THE FENCE LINE.
 CU1073'
 CU1073'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BULL 1968, SET IN THE
 CU1073'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT
 CU1073'IS 2.0 FEET NORTH OF THE WITNESS POST IN A FENCE LINE AND 64.5
 CU1073'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 CU1073'
 CU1073'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 CU1073'U.S. HIGHWAY 180 FOR 0.3 MILE TO THE MARK ON THE RIGHT AS
 CU1073'DESCRIBED.
 CU1073'
 CU1073'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 60.77 FEET OR
 CU1073'18.524 METERS.
 CU1073'
 CU1073'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2420 ***********************************************************************
 AN2420  DESIGNATION -  BULL
 AN2420  PID         -  AN2420
 AN2420  STATE/COUNTY-  TX/MATAGORDA
 AN2420  USGS QUAD   -  PALACIOS POINT (1973)
 AN2420
 AN2420                         *CURRENT SURVEY CONTROL
 AN2420  ___________________________________________________________________
 AN2420* NAD 83(1993)-  28 36 02.25648(N)    096 14 05.72232(W)     ADJUSTED  
 AN2420* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AN2420  ___________________________________________________________________
 AN2420  X           -    -608,639.237 (meters)                     COMP
 AN2420  Y           -  -5,570,991.146 (meters)                     COMP
 AN2420  Z           -   3,035,100.664 (meters)                     COMP
 AN2420  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AN2420  ELLIP HEIGHT-         -25.72  (meters)          (02/16/96) GPS OBS
 AN2420  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN2420
 AN2420  HORZ ORDER  -  SECOND
 AN2420  ELLP ORDER  -  FIFTH     CLASS I
 AN2420
 AN2420.The horizontal coordinates were established by GPS observations
 AN2420.and adjusted by the National Geodetic Survey in February 1996..
 AN2420
 AN2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2420
 AN2420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2420
 AN2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2420
 AN2420.The ellipsoidal height was determined by GPS observations
 AN2420.and is referenced to NAD 83.
 AN2420
 AN2420.The geoid height was determined by GEOID03.
 AN2420
 AN2420;                    North         East     Units Scale Factor Converg.
 AN2420;SPC TXSC     - 4,088,235.644   870,415.056   MT  0.99994473   +1 21 16.7
 AN2420;SPC TXSC     -13,412,819.78  2,855,686.73   sFT  0.99994473   +1 21 16.7
 AN2420;UTM  14      - 3,166,864.797   770,404.281   MT  1.00050247   +1 19 28.0
 AN2420
 AN2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2420!SPC TXSC     -   1.00000404  x   0.99994473  =   0.99994877
 AN2420!UTM  14      -   1.00000404  x   1.00050247  =   1.00050651
 AN2420
 AN2420                          SUPERSEDED SURVEY CONTROL
 AN2420
 AN2420  NAD 83(1986)-  28 36 02.26568(N)    096 14 05.68720(W) AD(       ) 2
 AN2420  NGVD 29 (03/06/92)    1.2    (m)            4.     (f) GPS OBS        
 AN2420
 AN2420.Superseded values are not recommended for survey control.
 AN2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2420.See file dsdata.txt to determine how the superseded data were derived.
 AN2420
 AN2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7040466865(NAD 83)
 AN2420_MARKER: DD = SURVEY DISK
 AN2420_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2420_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AN2420_STAMPING: BULL GPS 1991
 AN2420_MARK LOGO: NOS   
 AN2420_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AN2420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2420+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AN2420
 AN2420  HISTORY     - Date     Condition        Report By
 AN2420  HISTORY     - 1991     MONUMENTED       NOS
 AN2420
 AN2420                          STATION DESCRIPTION
 AN2420
 AN2420'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AN2420'STATION IS LOCATED ON HOTEL POINT ALONG THE EASTERN SHORE OF MATAGORDA
 AN2420'BAY, AND ABOUT 7 MILES SOUTH OF PALACIOS.TO REACH BY BOAT FROM
 AN2420'PALACIOS,GO SOUTHERLY TO HOTEL POINT.STATION IS A STANDARD NOS
 AN2420'ALUMINUM DISK STAMPED BULL GPS 1991 SET ON A42 INCH ALUMINUM ROD
 AN2420'WHICH PROJECTS 0.1M AND IS SURROUNDED BY A MASS OF CONCRETE. STATION
 AN2420'IS 27 METERS ESE OF THE MEAN HIGH WATER LINE, 16.75 METERS WEST SOUTH
 AN2420'WEST OF AN IRON PIPE WITH A LEAD CAP STAMPED GLENN WHICH PROJECTS
 AN2420'0.11 METER, AND 5.15 METERS NORTH OF A POSTED SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8972 ***********************************************************************
 AA8972  DESIGNATION -  BULL RESET
 AA8972  PID         -  AA8972
 AA8972  STATE/COUNTY-  TX/JONES
 AA8972  USGS QUAD   -  TRUBY (1984)
 AA8972
 AA8972                         *CURRENT SURVEY CONTROL
 AA8972  ___________________________________________________________________
 AA8972* NAD 83(1986)-  32 43 43.17555(N)    099 55 18.93158(W)     ADJUSTED  
 AA8972* NAVD 88     -       554.     (meters)    1818.     (feet)  SCALED    
 AA8972  ___________________________________________________________________
 AA8972  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AA8972  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AA8972
 AA8972  HORZ ORDER  -  FIRST
 AA8972
 AA8972.The horizontal coordinates were established by classical geodetic methods
 AA8972.and adjusted by the National Geodetic Survey in July 1986..
 AA8972
 AA8972.The orthometric height was scaled from a topographic map.
 AA8972
 AA8972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8972
 AA8972.The geoid height was determined by GEOID03.
 AA8972
 AA8972;                    North         East     Units Scale Factor Converg.
 AA8972;SPC TXNC     - 2,118,666.301   466,730.184   MT  0.99988841   -0 46 31.8
 AA8972;SPC TXNC     - 6,950,991.02  1,531,263.95   sFT  0.99988841   -0 46 31.8
 AA8972;UTM  14      - 3,621,582.589   413,613.358   MT  0.99969202   -0 29 54.5
 AA8972
 AA8972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8972!SPC TXNC     -   0.99991749  x   0.99988841  =   0.99980591
 AA8972!UTM  14      -   0.99991749  x   0.99969202  =   0.99960954
 AA8972
 AA8972:                Primary Azimuth Mark                     Grid Az
 AA8972:SPC TXNC     -  ANSON NORTH MUNICIPAL TANK               033 50 46.0
 AA8972:UTM  14      -  ANSON NORTH MUNICIPAL TANK               033 34 08.7
 AA8972
 AA8972|---------------------------------------------------------------------|
 AA8972| PID    Reference Object                     Distance      Geod. Az  |
 AA8972|                                                           dddmmss.s |
 AA8972| CT1181 ANSON NORTH MUNICIPAL TANK          APPROX. 3.9 KM 0330414.2 |
 AA8972| CT1182 ANSON COUNTY COURTHOUSE STATUE      APPROX. 3.9 KM 0371904.0 |
 AA8972| CT1183 ANSON SOUTH MUNICIPAL TANK          APPROX. 3.4 KM 0441132.4 |
 AA8972| CT1170 BULL RM 3                            21.812 METERS 04653     |
 AA8972| CT0731 BULL RM 1                             6.975 METERS 17518     |
 AA8972| CT0727 HEST                                APPROX. 1.5 KM 1765257.4 |
 AA8972| CT0730 BULL RM 2                            12.873 METERS 26310     |
 AA8972|---------------------------------------------------------------------|
 AA8972
 AA8972                          SUPERSEDED SURVEY CONTROL
 AA8972
 AA8972.No superseded survey control is available for this station.
 AA8972
 AA8972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1361321583(NAD 83)
 AA8972_MARKER: DS = TRIANGULATION STATION DISK
 AA8972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA8972_STAMPING: BULL 1961 1974
 AA8972_PROJECTION: RECESSED 66 CENTIMETERS
 AA8972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8972+STABILITY: SURFACE MOTION
 AA8972
 AA8972  HISTORY     - Date     Condition        Report By
 AA8972  HISTORY     - 1974     MONUMENTED       NGS
 AA8972  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AA8972  HISTORY     - 1976     GOOD             TXHD
 AA8972  HISTORY     - 1979     GOOD             NGS
 AA8972
 AA8972                          STATION DESCRIPTION
 AA8972
 AA8972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 AA8972'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 AA8972'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS TO
 AA8972'REFERENCE MARK 1 CHECKED THE 1961 DATA ADEQUATE.  THE DISTANCE
 AA8972'TO REFERENCE MARK 2 WAS FOUND TO BE IN DIFFERENCES OF 1.524
 AA8972'METERS SHORTER, THE DIRECTIONS CHECKED ADEQUATELY.  DUE TO
 AA8972'THE DRIVEWAY CHANGE LEADING TO MR. L.R. WARDS HOME THE STATION
 AA8972'MARK AND REFERENCE MARK 2 WAS LOWERED 26 INCHES BELOW GROUND
 AA8972'SURFACE HOLDING THE ORIGINAL POSITION.
 AA8972'
 AA8972'DUE TO A POWERLINE OVER THE STATION A NEW REFERENCE MARK 3
 AA8972'WAS ESTABLISHED AND ALL HORIZONTAL DIRECTIONS OBSERVED FROM
 AA8972'A 77 FOOT TOWER.  A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 AA8972'
 AA8972'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF HAMLIN,
 AA8972'2-1/2 MILES SOUTHWEST OF ANSON AND ON LAND OWNED BY MR. L.R.
 AA8972'WARD, WHO LIVES AT THE STATION SITE.
 AA8972'
 AA8972'TO REACH THE STATION FROM THE COURTHOUSE IN ANSON, GO SOUTH
 AA8972'ON U.S. HIGHWAY 277 AND 83 FOR 1.4 MILES TO THE JUNCTION WITH
 AA8972'FARM ROAD 707.  TURN RIGHT AND GO WEST ON FARM ROAD 707 FOR
 AA8972'1.25 MILES TO FARM ROAD 2746.  TURN RIGHT AND GO WESTERLY
 AA8972'ON FARM ROAD 2746 FOR 1.1 MILES TO A SIDE ROAD RIGHT.  TURN
 AA8972'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.4 MILE TO A SIDE
 AA8972'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A DIRT ROAD (LEADING
 AA8972'TO MR. WARDS TRAILER HOME) FOR 0.05 MILE TO THE STATION ON
 AA8972'THE LEFT.
 AA8972'
 AA8972'STATION MARKS ARE STANDARD DISKS STAMPED BULL 1961 1974.  THE
 AA8972'SURFACE DISK IS SET IN THE TOP OF AN 18 INCH SQUARE CONCRETE
 AA8972'MONUMENT THAT IS 26 INCHES BELOW THE GROUND SURFACE.  IT IS 15
 AA8972'FEET NORTH OF THE DIRT ROAD AND 4 FEET NORTH OF A FENCELINE
 AA8972'AND METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 AA8972'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 AA8972'GROUND SURFACE.
 AA8972'
 AA8972'REFERENCE MARK 1, A STANDARD DISK STAMPED BULL NO 1 1961, IS
 AA8972'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 AA8972'IS FLUSH WITH THE GROUND SURFACE.  IT IS 21 FEET SOUTH OF THE
 AA8972'FENCELINE AND METAL WITNESS POST AND 1 FOOT SOUTH OF THE DIRT
 AA8972'ROAD.
 AA8972'
 AA8972'REFERENCE MARK 2, A STANDARD DISK STAMPED BULL 1961 NO 2 1974,
 AA8972'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AA8972'THAT IS 20 INCHES BELOW THE GROUND SURFACE.  IT IS 12 FEET
 AA8972'NORTH OF THE DIRT ROAD AND 2 FEET SOUTH OF THE FENCELINE.
 AA8972'
 AA8972'REFERENCE MARK 3, A STANDARD DISK STAMPED BULL 1961 NO 3
 AA8972'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AA8972'MONUMENT THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS
 AA8972'73.5 FEET NORTHEAST OF THE METAL WITNESS POST AND 64 FEET
 AA8972'NORTH-NORTHWEST OF A POWERLINE POLE.
 AA8972'
 AA8972'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 AA8972'SOUTHWEST OF ANSON.
 AA8972
 AA8972                          STATION RECOVERY (1976)
 AA8972
 AA8972'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1976 (CLJ)
 AA8972'BULL 1961 1974 RECOVERED GOOD.
 AA8972'
 AA8972'RM NO. 2 RECOVERED GOOD.
 AA8972'
 AA8972'1974 DESCRIPTION IS ADEQUATE FOR LOCATING STATION.  WITNESS POST HAS
 AA8972'BEEN DESTROYED.
 AA8972'
 AA8972'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES S.W. OF
 AA8972'ANSON.
 AA8972
 AA8972                          STATION RECOVERY (1979)
 AA8972
 AA8972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 AA8972'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 AA8972'J. L. COOKS 1974 RECOVERY NOTE.  RM 2 AND RM 3 ARE DESCRIBED AS
 AA8972'BEING BELOW THE GROUND SURFACE AND WERE NOT SEARCHED FOR.
 AA8972'
 AA8972'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 AA8972'SOUTHWEST OF ANSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0731 ***********************************************************************
 CT0731  DESIGNATION -  BULL RM 1
 CT0731  PID         -  CT0731
 CT0731  STATE/COUNTY-  TX/JONES
 CT0731  USGS QUAD   -  TRUBY (1984)
 CT0731
 CT0731                         *CURRENT SURVEY CONTROL
 CT0731  ___________________________________________________________________
 CT0731* NAD 83(1986)-  32 43 42.     (N)    099 55 18.     (W)     SCALED    
 CT0731* NAVD 88     -       553.758  (meters)    1816.79   (feet)  ADJUSTED  
 CT0731  ___________________________________________________________________
 CT0731  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CT0731  DYNAMIC HT  -         553.041 (meters)    1814.44  (feet)  COMP
 CT0731  MODELED GRAV-     979,326.8   (mgal)                       NAVD 88
 CT0731
 CT0731  VERT ORDER  -  SECOND    CLASS 0
 CT0731
 CT0731.The horizontal coordinates were scaled from a topographic map and have
 CT0731.an estimated accuracy of +/- 6 seconds.
 CT0731
 CT0731.The orthometric height was determined by differential leveling
 CT0731.and adjusted by the National Geodetic Survey in June 1991..
 CT0731
 CT0731.The geoid height was determined by GEOID03.
 CT0731
 CT0731.The dynamic height is computed by dividing the NAVD 88
 CT0731.geopotential number by the normal gravity value computed on the
 CT0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0731.degrees latitude (g = 980.6199 gals.).
 CT0731
 CT0731.The modeled gravity was interpolated from observed gravity values.
 CT0731
 CT0731;                    North         East    Units  Estimated Accuracy
 CT0731;SPC TXNC     - 2,118,630.      466,750.      MT  (+/- 180 meters Scaled)
 CT0731
 CT0731                          SUPERSEDED SURVEY CONTROL
 CT0731
 CT0731  NGVD 29 (??/??/92)  553.564  (m)         1816.15   (f) ADJ UNCH    2 0
 CT0731
 CT0731.Superseded values are not recommended for survey control.
 CT0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0731.See file dsdata.txt to determine how the superseded data were derived.
 CT0731
 CT0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB136215(NAD 83)
 CT0731_MARKER: DR = REFERENCE MARK DISK
 CT0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0731_STAMPING: BULL NO 1 1961
 CT0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0731+STABILITY: SURFACE MOTION
 CT0731
 CT0731  HISTORY     - Date     Condition        Report By
 CT0731  HISTORY     - 1961     MONUMENTED       CGS
 CT0731  HISTORY     - 1974     GOOD             NGS
 CT0731
 CT0731                          STATION DESCRIPTION
 CT0731
 CT0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0731'5.3 MI SW FROM ANSON.
 CT0731'1.3 MILES SOUTH ALONG U.S. HIGHWAYS 83 AND 277 FROM THE COURTHOUSE AT
 CT0731'ANSON, THENCE 2.0 MILES SOUTHWEST ALONG FARM ROAD 707, THENCE 0.6
 CT0731'MILES WEST ALONG A TRACK ROAD AT THE SOUTH END OF A FIELD, THENCE 0.6
 CT0731'MILES NORTH ALONG A TRACK ROAD AT THE WEST END OF A FIELD, THENCE 0.3
 CT0731'MILES WEST ALONG A GRAVEL ROAD, THENCE 0.4 MILES NORTH ALONG A GRAVEL
 CT0731'ROAD, THENCE 0.1 MILES EAST ALONG A TRACK ROAD, 24 FEET SOUTH OF THE
 CT0731'STATION, 10 FEET SOUTH OF THE CENTER OF A TRACK ROAD, SET IN TOP OF A
 CT0731'12 INCH SQUARE CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH THE
 CT0731'GROUND.
 CT0731
 CT0731                          STATION RECOVERY (1974)
 CT0731
 CT0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CT0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1170 ***********************************************************************
 CT1170  DESIGNATION -  BULL RM 3
 CT1170  PID         -  CT1170
 CT1170  STATE/COUNTY-  TX/JONES
 CT1170  USGS QUAD   -  TRUBY (1984)
 CT1170
 CT1170                         *CURRENT SURVEY CONTROL
 CT1170  ___________________________________________________________________
 CT1170* NAD 83(1993)-  32 43 43.65356(N)    099 55 18.33056(W)     ADJUSTED  
 CT1170* NAVD 88     -       553.30   (+/-2cm)    1815.3    (feet)  VERTCON   
 CT1170  ___________________________________________________________________
 CT1170  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CT1170  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CT1170
 CT1170  HORZ ORDER  -  FIRST
 CT1170  VERT ORDER  -  THIRD ? (See Below)
 CT1170
 CT1170.The horizontal coordinates were established by classical geodetic methods
 CT1170.and adjusted by the National Geodetic Survey in February 1996..
 CT1170
 CT1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1170.The vertical order pertains to the NGVD 29 superseded value.
 CT1170
 CT1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1170
 CT1170.The geoid height was determined by GEOID03.
 CT1170
 CT1170;                    North         East     Units Scale Factor Converg.
 CT1170;SPC TXNC     - 2,118,680.811   466,746.030   MT  0.99988840   -0 46 31.5
 CT1170;SPC TXNC     - 6,951,038.63  1,531,315.93   sFT  0.99988840   -0 46 31.5
 CT1170;UTM  14      - 3,621,597.173   413,629.130   MT  0.99969198   -0 29 54.2
 CT1170
 CT1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1170!SPC TXNC     -   0.99991763  x   0.99988840  =   0.99980604
 CT1170!UTM  14      -   0.99991763  x   0.99969198  =   0.99960964
 CT1170
 CT1170:                Primary Azimuth Mark                     Grid Az
 CT1170:SPC TXNC     -  ANSON NORTH MUNICIPAL TANK               033 46 06.4
 CT1170:UTM  14      -  ANSON NORTH MUNICIPAL TANK               033 29 29.1
 CT1170
 CT1170|---------------------------------------------------------------------|
 CT1170| PID    Reference Object                     Distance      Geod. Az  |
 CT1170|                                                           dddmmss.s |
 CT1170| CT1181 ANSON NORTH MUNICIPAL TANK          APPROX. 3.8 KM 0325934.9 |
 CT1170| CT1182 ANSON COUNTY COURTHOUSE STATUE      APPROX. 3.9 KM 0371551.1 |
 CT1170| CT1184 ANSON SW BELL MICROWAVE             APPROX. 4.0 KM 0381721.1 |
 CT1170| CT1169 ANSON FAA MICROWAVE                 APPROX. 1.1 KM 1284618.8 |
 CT1170| CT1167 MORRISON                            APPROX.25.5 KM 1643236.5 |
 CT1170| AA8972 BULL RESET                           21.812 METERS 22653     |
 CT1170| CT0730 BULL RM 2                            33.110 METERS 24012     |
 CT1170|---------------------------------------------------------------------|
 CT1170
 CT1170                          SUPERSEDED SURVEY CONTROL
 CT1170
 CT1170  NAD 83(1986)-  32 43 43.65951(N)    099 55 18.32009(W) AD(       ) 1
 CT1170  NAD 27      -  32 43 43.24236(N)    099 55 16.97389(W) AD(       ) 1
 CT1170  NGVD 29 (07/19/86)  553.11   (m)         1814.7    (f) LEVELING    3  
 CT1170
 CT1170.Superseded values are not recommended for survey control.
 CT1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1170.See file dsdata.txt to determine how the superseded data were derived.
 CT1170
 CT1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1362921597(NAD 83)
 CT1170_MARKER: DR = REFERENCE MARK DISK
 CT1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1170
 CT1170  HISTORY     - Date     Condition        Report By
 CT1170  HISTORY     - 1974     MONUMENTED       NGS
 CT1170
 CT1170                          STATION DESCRIPTION
 CT1170
 CT1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 CT1170'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF HAMLIN, 2-1/2
 CT1170'MILES SOUTHWEST OF ANSON AND ON LAND OWNED BY MR. L.R. WARD, WHO
 CT1170'LIVES AT THE STATION SITE.
 CT1170'
 CT1170'TO REACH THE STATION FROM THE COURT HOUSE IN ANSON, GO SOUTH
 CT1170'ON U.S. HIGHWAY 277 AND 83 FOR 1.4 MILES TO THE JUNCTION OF FARM
 CT1170'ROAD 707.  TURN RIGHT AND GO WEST ON FARM ROAD 707 FOR 1.25
 CT1170'MILES TO FARM ROAD 2746.  TURN RIGHT AND GO WESTERLY ON FARM ROAD
 CT1170'2746 FOR 1.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 CT1170'ON A GRAVELED ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN
 CT1170'RIGHT AND GO EAST ON A DIRT ROAD (LEADING TO MR. WARDS TRAILER
 CT1170'HOME) FOR 0.05 MILE TO THE STATION ON THE LEFT.
 CT1170'
 CT1170'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED BULL 1961
 CT1170'NO 3 1974.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 CT1170'CYLINDRICAL CONCRETE MONUMENT THAT IS 14 INCHES BELOW THE GROUND
 CT1170'SURFACE.  IT IS 73.5 FEET NORTHEAST OF A METAL WITNESS POST AND
 CT1170'64 FEET NORTH-NORTHWEST OF A POWERLINE POLE.  THE UNDERGROUND
 CT1170'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 CT1170'BELOW THE GROUND SURFACE.
 CT1170'
 CT1170'STATION BULL, ARE STANDARD DISKS STAMPED BULL 1961 1974.  THE
 CT1170'SURFACE DISK IS SET IN THE TOP OF AN 18-INCH SQUARE CONCRETE
 CT1170'MONUMENT THAT IS 26 INCHES BELOW THE GROUND SURFACE.  IT IS 15
 CT1170'FEET NORTH OF THE DIRT ROAD AND 4 FEET NORTH OF A FENCELINE AND
 CT1170'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CT1170'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CT1170'
 CT1170'REFERENCE MARK 2, A STANDARD DISK STAMPED BULL 1961 NO 2 1974,
 CT1170'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CT1170'IS 20 INCHES BELOW THE GROUND SURFACE.  IT IS 12 FEET NORTH OF THE
 CT1170'DIRT ROAD AND 2 FEET SOUTH OF THE FENCELINE.
 CT1170'
 CT1170'HEIGHT OF LIGHT ABOVE STATION MARK 26.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1113 ***********************************************************************
 CA1113  DESIGNATION -  BULL USGS 1967
 CA1113  PID         -  CA1113
 CA1113  STATE/COUNTY-  TX/COLEMAN
 CA1113  USGS QUAD   -  FIFE (1973)
 CA1113
 CA1113                         *CURRENT SURVEY CONTROL
 CA1113  ___________________________________________________________________
 CA1113* NAD 83(1993)-  31 29 33.68251(N)    099 29 35.59033(W)     ADJUSTED  
 CA1113* NAVD 88     -       484.     (meters)    1588.     (feet)  SCALED    
 CA1113  ___________________________________________________________________
 CA1113  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CA1113  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 CA1113
 CA1113  HORZ ORDER  -  SECOND
 CA1113
 CA1113.The horizontal coordinates were established by classical geodetic methods
 CA1113.and adjusted by the National Geodetic Survey in February 1996..
 CA1113
 CA1113.The orthometric height was scaled from a topographic map.
 CA1113
 CA1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1113
 CA1113.The geoid height was determined by GEOID03.
 CA1113
 CA1113;                    North         East     Units Scale Factor Converg.
 CA1113;SPC TX C     - 3,202,728.501   779,811.698   MT  0.99991839   +0 25 57.7
 CA1113;SPC TX C     -10,507,618.42  2,558,432.21   sFT  0.99991839   +0 25 57.7
 CA1113;UTM  14      - 3,484,311.730   453,157.833   MT  0.99962706   -0 15 27.6
 CA1113
 CA1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1113!SPC TX C     -   0.99992788  x   0.99991839  =   0.99984628
 CA1113!UTM  14      -   0.99992788  x   0.99962706  =   0.99955497
 CA1113
 CA1113                          SUPERSEDED SURVEY CONTROL
 CA1113
 CA1113  NAD 83(1986)-  31 29 33.69039(N)    099 29 35.57593(W) AD(       ) 2
 CA1113  NAD 27      -  31 29 33.12239(N)    099 29 34.35707(W) AD(       ) 2
 CA1113
 CA1113.Superseded values are not recommended for survey control.
 CA1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1113.See file dsdata.txt to determine how the superseded data were derived.
 CA1113
 CA1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5315884312(NAD 83)
 CA1113_MARKER: A = ALUMINUM MARKER
 CA1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1113_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1113+STABILITY: SURFACE MOTION
 CA1113
 CA1113  HISTORY     - Date     Condition        Report By
 CA1113  HISTORY     - 1967     MONUMENTED       USGS
 CA1113
 CA1113                          STATION DESCRIPTION
 CA1113
 CA1113'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CA1113'A USGS ALUMINUM TABLET SET IN A CONCRETE
 CA1113'POST, 29 FEET EAST OF THE CENTER LINE OF NORTH-SOUTH ROAD,
 CA1113'25 FEET SOUTH OF TELEPHONE POLE, 2 FEET EAST OF RIGHT-OF-WAY
 CA1113'FENCE.  THE TABLET PROJECTS 0.2 FEET AND IS STAMPED BULL
 CA1113'ET 1961-1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1475 ***********************************************************************
 DN1475  DESIGNATION -  BULLARD
 DN1475  PID         -  DN1475
 DN1475  STATE/COUNTY-  TX/WISE
 DN1475  USGS QUAD   -  BRIDGEPORT WEST (1978)
 DN1475
 DN1475                         *CURRENT SURVEY CONTROL
 DN1475  ___________________________________________________________________
 DN1475* NAD 83(1993)-  33 09 12.42552(N)    097 50 10.23753(W)     ADJUSTED  
 DN1475* NAVD 88     -       325.0    (meters)    1066.     (feet)  VERTCON   
 DN1475  ___________________________________________________________________
 DN1475  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DN1475  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DN1475
 DN1475  HORZ ORDER  -  THIRD
 DN1475
 DN1475.The horizontal coordinates were established by classical geodetic methods
 DN1475.and adjusted by the National Geodetic Survey in February 1996..
 DN1475
 DN1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1475
 DN1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1475
 DN1475.The geoid height was determined by GEOID03.
 DN1475
 DN1475;                    North         East     Units Scale Factor Converg.
 DN1475;SPC TXNC     - 2,165,065.042   661,920.570   MT  0.99987419   +0 21 43.4
 DN1475;SPC TXNC     - 7,103,217.56  2,171,651.07   sFT  0.99987419   +0 21 43.4
 DN1475;UTM  14      - 3,668,901.685   608,533.920   MT  0.99974524   +0 38 11.5
 DN1475
 DN1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1475!SPC TXNC     -   0.99995337  x   0.99987419  =   0.99982757
 DN1475!UTM  14      -   0.99995337  x   0.99974524  =   0.99969862
 DN1475
 DN1475                          SUPERSEDED SURVEY CONTROL
 DN1475
 DN1475  NAD 83(1993)-  33 09 12.42548(N)    097 50 10.23034(W) AD(       ) 3
 DN1475  NAD 83(1986)-  33 09 12.42924(N)    097 50 10.22300(W) AD(       ) 3
 DN1475  NGVD 29 (07/26/91)  324.9    (m)         1066.     (f) VERT ANG       
 DN1475
 DN1475.Superseded values are not recommended for survey control.
 DN1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1475.See file dsdata.txt to determine how the superseded data were derived.
 DN1475
 DN1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0853468902(NAD 83)
 DN1475_MARKER: DD = SURVEY DISK
 DN1475_SETTING: 0 = UNSPECIFIED SETTING
 DN1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1475
 DN1475  HISTORY     - Date     Condition        Report By
 DN1475  HISTORY     - 1958     MONUMENTED       USGS
 DN1475  HISTORY     - 19970927 GOOD             USPSQD
 DN1475
 DN1475                          STATION DESCRIPTION
 DN1475
 DN1475'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1475'THE STATION IS ON A RANCH OWNED BY MR. J. B. BULLARD, ABOUT 6 MI.
 DN1475'AIRLINE SW. OF BRIDGEPORT, ABOUT 3 MI. AIRLINE NNE. OF BALSORA, ON
 DN1475'THE W. END OF THE WESTERNMOST ONE OF SEVERAL MESAS AND ABOUT 1 MI.
 DN1475'NW. OF MR. BULLARDS HOUSE.
 DN1475'
 DN1475'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 24 AND FARM
 DN1475'ROAD 920, IN BRIDGEPORT, GO W. AND SW. ON FARM ROAD 920 FOR 6.7 MI.
 DN1475'TO MR. BULLARDS HOUSE ON THE RIGHT.  TURN RIGHT OFF FARM ROAD 920 AND
 DN1475'GO THROUGH CORRALS NW. OF HOUSE, THEN FOLLOW TRACK RD. NW. FOR 1.2 MI.
 DN1475'TO W. END OF MESA AND END OF TRUCK TRAVEL.  PACK E. FOR ABOUT 5
 DN1475'MINUTES TO TOP OF MESA AND STATION SITE.
 DN1475'
 DN1475'STATION MARK--A STANDARD USGS TABLET STAMPED---BULLARD 1958---, SET
 DN1475'IN A ROCK OUTCROP.
 DN1475'
 DN1475'REFERENCE MARKS--NONE.
 DN1475
 DN1475                          STATION RECOVERY (1997)
 DN1475
 DN1475'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0461 ***********************************************************************
 BQ0461  DESIGNATION -  BULLET
 BQ0461  PID         -  BQ0461
 BQ0461  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0461  USGS QUAD   -  NINETYSIX RANCH (1972)
 BQ0461
 BQ0461                         *CURRENT SURVEY CONTROL
 BQ0461  ___________________________________________________________________
 BQ0461* NAD 83(1993)-  30 42 11.20082(N)    104 50 24.45231(W)     ADJUSTED  
 BQ0461* NAVD 88     -      1506.     (meters)    4941.     (feet)  SCALED    
 BQ0461  ___________________________________________________________________
 BQ0461  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 BQ0461  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BQ0461
 BQ0461  HORZ ORDER  -  FIRST
 BQ0461
 BQ0461.The horizontal coordinates were established by classical geodetic methods
 BQ0461.and adjusted by the National Geodetic Survey in February 1996..
 BQ0461
 BQ0461.The orthometric height was scaled from a topographic map.
 BQ0461
 BQ0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0461
 BQ0461.The geoid height was determined by GEOID03.
 BQ0461
 BQ0461;                    North         East     Units Scale Factor Converg.
 BQ0461;SPC TX C     - 3,123,638.899   268,417.749   MT  0.99989521   -2 19 16.5
 BQ0461;SPC TX C     -10,248,138.62    880,633.90   sFT  0.99989521   -2 19 16.5
 BQ0461;SPC TXSC     - 4,332,045.245    40,672.176   MT  1.00014828   -2 51 40.1
 BQ0461;SPC TXSC     -14,212,718.44    133,438.63   sFT  1.00014828   -2 51 40.1
 BQ0461;UTM  13      - 3,396,710.875   515,309.665   MT  0.99960289   +0 04 53.9
 BQ0461
 BQ0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0461!SPC TX C     -   0.99976724  x   0.99989521  =   0.99966247
 BQ0461!SPC TXSC     -   0.99976724  x   1.00014828  =   0.99991549
 BQ0461!UTM  13      -   0.99976724  x   0.99960289  =   0.99937022
 BQ0461
 BQ0461:                Primary Azimuth Mark                     Grid Az
 BQ0461:SPC TX C     -  CHIMNEY SHAPED PEAK                      091 46 29.3
 BQ0461:SPC TXSC     -  CHIMNEY SHAPED PEAK                      092 18 52.9
 BQ0461:UTM  13      -  CHIMNEY SHAPED PEAK                      089 22 18.9
 BQ0461
 BQ0461|---------------------------------------------------------------------|
 BQ0461| PID    Reference Object                     Distance      Geod. Az  |
 BQ0461|                                                           dddmmss.s |
 BQ0461| BQ0462 CHIMNEY SHAPED PEAK                 APPROX. 5.8 KM 0892712.8 |
 BQ0461| CH8492 BULLET RM 1                          10.440 METERS 19529     |
 BQ0461| CH8493 BULLET RM 2                           4.790 METERS 30843     |
 BQ0461| CH8491 BULLET AZ MK                                       3544724.5 |
 BQ0461|---------------------------------------------------------------------|
 BQ0461
 BQ0461                          SUPERSEDED SURVEY CONTROL
 BQ0461
 BQ0461  NAD 83(1986)-  30 42 11.20313(N)    104 50 24.45191(W) AD(       ) 1
 BQ0461  NAD 27      -  30 42 10.69300(N)    104 50 22.69000(W) AD(       ) 1
 BQ0461
 BQ0461.Superseded values are not recommended for survey control.
 BQ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0461.See file dsdata.txt to determine how the superseded data were derived.
 BQ0461
 BQ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP1531096711(NAD 83)
 BQ0461_MARKER: DS = TRIANGULATION STATION DISK
 BQ0461_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0461
 BQ0461  HISTORY     - Date     Condition        Report By
 BQ0461  HISTORY     - 1934     MONUMENTED       CGS
 BQ0461  HISTORY     - 1980     GOOD             LOCENG
 BQ0461
 BQ0461                          STATION DESCRIPTION
 BQ0461
 BQ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0461'TWENTY-THREE MILES AIRLINE, SOUTH-SOUTHEAST OF VAN HORN, ON THE
 BQ0461'HIGHEST POINT OF RANGE LYING WEST OF VAN HORN CANYON AND NORTH
 BQ0461'OF THE RIO GRANDE.
 BQ0461'
 BQ0461'TO REACH FROM VAN HORN, GO SOUTH FROM THE MAIN CORNER AND
 BQ0461'CHEVROLET GARAGE ON U.S. HIGHWAY 90 FOR 21.1 MILES TO A GRADED
 BQ0461'GRAVEL LEADING SOUTH.  THIS ROAD IS 0.9 MILE WEST OF CHISPA
 BQ0461'RAILROAD STATION.  TURN RIGHT HERE AND GO 3.0 MILES TO A WELL
 BQ0461'AND TANK.  CONTINUE SOUTH ON MAIN ROAD ALONG RAILROAD GRADE
 BQ0461'5.7 MILES TO MAIL BOX AT FORK IN ROAD.  TAKE RIGHT FORK, GO
 BQ0461'SOUTHEAST 1.0 MILE TO DESERTED RANCH HOUSE AND CORRALS.  PASS
 BQ0461'BETWEEN HOUSE AND CORRALS, THROUGH GATE 30 YARDS NORTHWEST
 BQ0461'OF HOUSE.  CONTINUE 1.0 MILE TO WELL AND TANK.  CONTINUE WEST
 BQ0461'FROM WELL ON ROAD UP CANYON 0.6 MILE.  AT POINT WHERE ROAD
 BQ0461'CROSSES WASH, TURN SHARP RIGHT, THEN SHARP LEFT WHICH ENDS
 BQ0461'TRUCK TRAVEL.  FROM HERE THE STATION IS APPROXIMATELY 1-1/2
 BQ0461'MILES NORTH.  GO DUE NORTH TO FOOT OF RIDGE THAT RISES
 BQ0461'FROM THE WASH ABOUT 1.4 MILES FROM END OF TRUCK TRAVEL.
 BQ0461'ASCEND THIS RIDGE AND CONTINUE NORTH TO THE HIGHEST POINT.
 BQ0461'ABOUT ONE-HOUR PACK WITH LOAD.
 BQ0461'
 BQ0461'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BQ0461'DISKS SET IN OUTCROPPING BEDROCK AS DESCRIBED.
 BQ0461'
 BQ0461'AZIMUTH MARK IS NORTH-NORTHWEST OF STATION, ON THE FIRST
 BQ0461'ROUND-TOPPED PEAK.
 BQ0461'
 BQ0461'THE CHIMNEY PEAK REFERRED TO IN TABLE BELOW IS A PROMINENT,
 BQ0461'SHARP POINTED PEAK EAST-SOUTHEAST OF STATION.
 BQ0461
 BQ0461                          STATION RECOVERY (1980)
 BQ0461
 BQ0461'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0461'STATION RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1958 ***********************************************************************
 AY1958  DESIGNATION -  BULLIS
 AY1958  PID         -  AY1958
 AY1958  STATE/COUNTY-  TX/BEXAR
 AY1958  USGS QUAD   -  CAMP BULLIS (1992)
 AY1958
 AY1958                         *CURRENT SURVEY CONTROL
 AY1958  ___________________________________________________________________
 AY1958* NAD 83(1993)-  29 39 57.16162(N)    098 33 41.97936(W)     ADJUSTED  
 AY1958* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 AY1958  ___________________________________________________________________
 AY1958  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 AY1958  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AY1958
 AY1958  HORZ ORDER  -  FIRST
 AY1958
 AY1958.The horizontal coordinates were established by classical geodetic methods
 AY1958.and adjusted by the National Geodetic Survey in February 1996..
 AY1958
 AY1958.The orthometric height was scaled from a topographic map.
 AY1958
 AY1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1958
 AY1958.The geoid height was determined by GEOID03.
 AY1958
 AY1958;                    North         East     Units Scale Factor Converg.
 AY1958;SPC TXSC     - 4,203,174.880   642,429.469   MT  0.99987987   +0 12 53.1
 AY1958;SPC TXSC     -13,789,916.25  2,107,704.02   sFT  0.99987987   +0 12 53.1
 AY1958;UTM  14      - 3,281,843.201   542,417.905   MT  0.99962220   +0 13 01.0
 AY1958
 AY1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1958!SPC TXSC     -   0.99993274  x   0.99987987  =   0.99981262
 AY1958!UTM  14      -   0.99993274  x   0.99962220  =   0.99955496
 AY1958
 AY1958|---------------------------------------------------------------------|
 AY1958| PID    Reference Object                     Distance      Geod. Az  |
 AY1958|                                                           dddmmss.s |
 AY1958| CV4386 BULLIS RM 2                          18.050 METERS 07321     |
 AY1958| AY1811 REDLAND                             APPROX.13.0 KM 1202000.0 |
 AY1958| AY1869 SAN ANTONIO TRANSIT TWR TV MST      APPROX.27.8 KM 1654735.8 |
 AY1958| CV4385 BULLIS RM 1                          17.843 METERS 20042     |
 AY1958|---------------------------------------------------------------------|
 AY1958
 AY1958                          SUPERSEDED SURVEY CONTROL
 AY1958
 AY1958  NAD 83(1986)-  29 39 57.16639(N)    098 33 41.96262(W) AD(       ) 1
 AY1958  NAD 27      -  29 39 56.35700(N)    098 33 40.89200(W) AD(       ) 1
 AY1958
 AY1958.Superseded values are not recommended for survey control.
 AY1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1958.See file dsdata.txt to determine how the superseded data were derived.
 AY1958
 AY1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4241881843(NAD 83)
 AY1958_MARKER: DD = SURVEY DISK
 AY1958_SETTING: 66 = SET IN ROCK OUTCROP
 AY1958
 AY1958  HISTORY     - Date     Condition        Report By
 AY1958  HISTORY     - 1953     MONUMENTED       AMS
 AY1958
 AY1958                          STATION DESCRIPTION
 AY1958
 AY1958'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1958'SAN ANTONIO, BEXAR CO., TEXAS,--ABOUT 17 MILES N-NW OF, ON LEON
 AY1958'HILL, IN THE CAMP BULLIS MILITARY RESERVATION.
 AY1958'
 AY1958'TO REACH FROM THE INTERSECTION OF WILKERSON AND BULLIS ROADS
 AY1958'LOCATED NEAR POST HEADQUARTERS, CAMP BULLIS.  PROCEED NORTHEAST
 AY1958'0.45 MILES VIA BULLIS RD. TO INTERSECTION WITH THE LEWIS VALLEY
 AY1958'RD. FROM THE NORTHWEST.  TURN LEFT, NW AND CONTINUE FOR 0.15
 AY1958'MILES VIA THE LEWIS VALLEY RD. TO INTERSECTION WITH THE MALABANG
 AY1958'TRAIL FROM THE NORTHEAST.  TURN RIGHT, NE AND PROCEED 1.7
 AY1958'MILES VIA THE MALABANG TRAIL TO CLEARING ON THE LEFT SIDE
 AY1958'OF ROAD.  STATION IS ON PROMINENT HILL TO THE NORTH AT ABOUT
 AY1958'0.25 MILES.  A TEN MINUTE PACK IS REQUIRED TO REACH STATION
 AY1958'SITE.  IT IS POSSIBLE TO DRIVE ALMOST TO TOP OF HILL BY
 AY1958'TAKING DIM TRAIL ROAD WHICH PASSES THROUGH DEFILE ON WEST
 AY1958'EDGE OF HILL AND THEN MAKING THE APPROACH FROM AN NORTHWEST
 AY1958'DIRECTION.
 AY1958'
 AY1958'STATION MARK IS A UNIVERSAL TYPE, U.S. ARMY, C. OF E. DISK
 AY1958'CEMENTED IN LARGE FLAT OUTCROPPING ROCK WHICH IS FLUSH WITH
 AY1958'GROUND.  IT IS STAMPED--BULLIS 1953 ARMY MAP SERVICE
 AY1958'
 AY1958'REFERENCE MARK NO. 1 IS SW OF THE STATION, CEMENTED IN A LARGE
 AY1958'SECTION OF OUTCROPPING ROCK WHICH IS FLUSH WITH GROUND.  IT IS
 AY1958'STAMPED--BULLIS R.M. NO. 1 ARMY MAP SERVICE
 AY1958'
 AY1958'REFERENCE MARK NO. 2 IS EAST OF THE STATION, CEMENTED IN LARGE
 AY1958'FLAT OUTCROPPING ROCK WHICH IS ALSO FLUSH WITH GROUND.
 AY1958'
 AY1958'A FOUR FOOT STAND WILL CLEAR FROM A SOUTHEAST DIRECTION CLOCKWISE
 AY1958'TO A NORTHWEST DIRECTION.  SCRUB TREE GROWTH ON THE NORTH AND
 AY1958'NORTHEAST PORTION OF THE HILL WOULD REQUIRE CLEARING FOR
 AY1958'LINES OR THE ERECTION OF ABOUT A 15 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0408 ***********************************************************************
 BA0408  DESIGNATION -  BULLIS GAP
 BA0408  PID         -  BA0408
 BA0408  STATE/COUNTY-  TX/BREWSTER
 BA0408  USGS QUAD   -  BULLIS GAP (1983)
 BA0408
 BA0408                         *CURRENT SURVEY CONTROL
 BA0408  ___________________________________________________________________
 BA0408* NAD 83(1993)-  29 49 11.13181(N)    102 35 14.06479(W)     ADJUSTED  
 BA0408* NAVD 88     -       916.     (meters)    3005.     (feet)  SCALED    
 BA0408  ___________________________________________________________________
 BA0408  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 BA0408  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BA0408
 BA0408  HORZ ORDER  -  FIRST
 BA0408
 BA0408.The horizontal coordinates were established by classical geodetic methods
 BA0408.and adjusted by the National Geodetic Survey in February 1996..
 BA0408
 BA0408.The orthometric height was scaled from a topographic map.
 BA0408
 BA0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0408
 BA0408.The geoid height was determined by GEOID03.
 BA0408
 BA0408;                    North         East     Units Scale Factor Converg.
 BA0408;SPC TXSC     - 4,225,467.721   253,346.186   MT  0.99989893   -1 45 26.8
 BA0408;SPC TXSC     -13,863,055.35    831,186.61   sFT  0.99989893   -1 45 26.8
 BA0408;UTM  13      - 3,301,255.594   733,159.550   MT  1.00027079   +1 12 01.2
 BA0408
 BA0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0408!SPC TXSC     -   0.99985958  x   0.99989893  =   0.99975852
 BA0408!UTM  13      -   0.99985958  x   1.00027079  =   1.00013033
 BA0408
 BA0408:                Primary Azimuth Mark                     Grid Az
 BA0408:SPC TXSC     -  NEW                                      007 56 29.8
 BA0408:UTM  13      -  NEW                                      004 59 01.8
 BA0408
 BA0408|---------------------------------------------------------------------|
 BA0408| PID    Reference Object                     Distance      Geod. Az  |
 BA0408|                                                           dddmmss.s |
 BA0408| BP0852 NEW                                 APPROX.27.5 KM 0061103.0 |
 BA0408| CH8497 BULLIS GAP RM 1                      10.135 METERS 07759     |
 BA0408| CH8498 BULLIS GAP RM 2                       9.580 METERS 33123     |
 BA0408|---------------------------------------------------------------------|
 BA0408
 BA0408                          SUPERSEDED SURVEY CONTROL
 BA0408
 BA0408  NAD 83(1986)-  29 49 11.11395(N)    102 35 14.09397(W) AD(       ) 1
 BA0408  NAD 27      -  29 49 10.42200(N)    102 35 12.55300(W) AD(       ) 1
 BA0408
 BA0408.Superseded values are not recommended for survey control.
 BA0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0408.See file dsdata.txt to determine how the superseded data were derived.
 BA0408
 BA0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP3316001256(NAD 83)
 BA0408_MARKER: DB = BENCH MARK DISK
 BA0408_SETTING: 66 = SET IN ROCK OUTCROP
 BA0408
 BA0408  HISTORY     - Date     Condition        Report By
 BA0408  HISTORY     - 1934     MONUMENTED       USGS
 BA0408  HISTORY     - 1958     GOOD             AMS
 BA0408  HISTORY     - 1976     GOOD             USGS
 BA0408
 BA0408                          STATION DESCRIPTION
 BA0408
 BA0408'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 BA0408'ABOUT 3/4 MILE FROM BULLIS GAP IN REAGAN CANYON AND 3/4 MILE
 BA0408'SOUTHEAST FROM THE WHITEHEAD RANCH WHICH IS LOCATED AT THE
 BA0408'WEST END OF BULLIS GAP ON THE SANDERSON-REAGAN CANYON ROAD.
 BA0408'THE STATION IS ON THE SECOND KNOB SOUTH OF BULLIS GAP AND IS
 BA0408'ON THE HIGHEST POINT OF THE RIDGE WHICH RUNS SOUTH FROM BULLIS
 BA0408'GAP.  THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY
 BA0408'BENCH MARK DISK SET IN THE ROCK.  IT IS STAMPED TEXAS.  NEITHER
 BA0408'ELEVATION NOR NAME OF STATION ARE STAMPED ON THE DISK.
 BA0408'
 BA0408'TO REACH FROM LATTA RANCH ON SAN FRANCISCO CREEK, GO SOUTH
 BA0408'AND WEST ON THE BULLIS GAP ROAD 2.2 MILES, THENCE STRAIGHT
 BA0408'AHEAD ON THE MAIN ROAD, LEFT FORK, 1.0 MILE TO A GATE, PASS
 BA0408'THROUGH GATE AND GO 1.10 MILES, THENCE RIGHT FORK, MAIN ROAD,
 BA0408'0.9 MILE TO A WOOD GATE, WIRE CORRALS AND A SMALL TANK.  CONTINUE
 BA0408'1.0 MILE TO THE WHITEHEAD RANCH AT THE WEST END OF BULLIS GAP.
 BA0408'FROM THE RANCH HOUSE PACK SOUTH ALONG THE WEST BASE OF THE
 BA0408'RIDGE ABOUT 1/2 MILE, THEN TURN LEFT AND WORK WAY UP SIDE OF
 BA0408'RIDGE TO THE TOP OF THE SECOND KNOB AND STATION.  THE CLIMB IS
 BA0408'ROCKY AND ROUGH AND REQUIRES ABOUT 3/4 HOUR WITH A PACK.
 BA0408'
 BA0408'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND IS ON THE
 BA0408'SAME HIGH POINT OF THE RIDGE AS THE STATION, STAMPED BULLIS GAP
 BA0408'1934.
 BA0408'
 BA0408'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION AND IS ON
 BA0408'THE TOP OF THE SAME HIGH POINT AS THE STATION, STAMPED
 BA0408'BULLIS GAP 1934.
 BA0408'
 BA0408'A 4-FOOT STAND WILL CLEAR ALL LINES.
 BA0408'
 BA0408'ALL OBJECTS VISIBLE FROM THE GROUND.
 BA0408
 BA0408                          STATION RECOVERY (1958)
 BA0408
 BA0408'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0408'STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BA0408'
 BA0408'THE STATIN IS ON THE HIGHEST POINT OF WNW-ESE RIDGE.  37
 BA0408'FEET SSE OF LONE BUSH.  36.8 FEET E OF LONE BUSH.  49 FEET
 BA0408'W OF LONE BUSH.
 BA0408
 BA0408                          STATION RECOVERY (1976)
 BA0408
 BA0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0408'STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0410 ***********************************************************************
 CD0410  DESIGNATION -  BULT 54
 CD0410  PID         -  CD0410
 CD0410  STATE/COUNTY-  TX/HUDSPETH
 CD0410  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0410
 CD0410                         *CURRENT SURVEY CONTROL
 CD0410  ___________________________________________________________________
 CD0410* NAD 83(1986)-  31 44 48.     (N)    105 13 58.     (W)     SCALED    
 CD0410* NAVD 88     -      1228.881  (meters)    4031.75   (feet)  ADJUSTED  
 CD0410  ___________________________________________________________________
 CD0410  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0410  DYNAMIC HT  -        1227.047 (meters)    4025.74  (feet)  COMP
 CD0410  MODELED GRAV-     979,104.4   (mgal)                       NAVD 88
 CD0410
 CD0410  VERT ORDER  -  FIRST     CLASS I
 CD0410
 CD0410.The horizontal coordinates were scaled from a topographic map and have
 CD0410.an estimated accuracy of +/- 6 seconds.
 CD0410
 CD0410.The orthometric height was determined by differential leveling
 CD0410.and adjusted by the National Geodetic Survey in June 1991..
 CD0410
 CD0410.The geoid height was determined by GEOID03.
 CD0410
 CD0410.The dynamic height is computed by dividing the NAVD 88
 CD0410.geopotential number by the normal gravity value computed on the
 CD0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0410.degrees latitude (g = 980.6199 gals.).
 CD0410
 CD0410.The modeled gravity was interpolated from observed gravity values.
 CD0410
 CD0410;                    North         East    Units  Estimated Accuracy
 CD0410;SPC TX C     - 3,240,810.      235,930.      MT  (+/- 180 meters Scaled)
 CD0410
 CD0410                          SUPERSEDED SURVEY CONTROL
 CD0410
 CD0410  NGVD 29 (??/??/92) 1228.362  (m)         4030.05   (f) ADJ UNCH    1 1
 CD0410
 CD0410.Superseded values are not recommended for survey control.
 CD0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0410.See file dsdata.txt to determine how the superseded data were derived.
 CD0410
 CD0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR779123(NAD 83)
 CD0410_MARKER: X = CHISELED CROSS
 CD0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0410_STAMPING: B U L T 54
 CD0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0410+STABILITY: SURFACE MOTION
 CD0410
 CD0410  HISTORY     - Date     Condition        Report By
 CD0410  HISTORY     - UNK      MONUMENTED       RBNF
 CD0410  HISTORY     - 1958     GOOD             NGS
 CD0410  HISTORY     - 1977     GOOD             NGS
 CD0410
 CD0410                          STATION DESCRIPTION
 CD0410
 CD0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0410'70.4 MI E FROM EL PASO.
 CD0410'ABOUT 70.4 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0410'OF LOOP 16 AT EL PASO, 75 FEET SOUTH OF THE CENTER LINE OF THE
 CD0410'HIGHWAY, 9 FEET SOUTH OF A FENCE, 1 1/2 FEET EAST OF A CONCRETE
 CD0410'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CD0410'CONCRETE POST PROJECTING 8 INCHES.
 CD0410
 CD0410                          STATION RECOVERY (1977)
 CD0410
 CD0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0410'32.65 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0410'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 1.85 MILES WEST OF THE
 CD0410'JUNCTION OF FARM ROAD 1437, 73 FT. SOUTH OF THE CENTER LINE OF THE
 CD0410'HIGHWAY, 8.5 FT. SOUTH OF THE RIGHT OF WAY FENCE, NOTE= A SQUARE
 CD0410'METAL TABLET WITH A RAISED CROSS WITH THE STAMPING BULT 54 IS IN
 CD0410'THE TOP OF THE CONCRETE POST, WITNESS POST IS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1817 ***********************************************************************
 AY1817  DESIGNATION -  BULVERDE
 AY1817  PID         -  AY1817
 AY1817  STATE/COUNTY-  TX/BEXAR
 AY1817  USGS QUAD   -  BULVERDE (1988)
 AY1817
 AY1817                         *CURRENT SURVEY CONTROL
 AY1817  ___________________________________________________________________
 AY1817* NAD 83(1993)-  29 42 45.87700(N)    098 25 22.35882(W)     ADJUSTED  
 AY1817* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 AY1817  ___________________________________________________________________
 AY1817  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AY1817  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AY1817
 AY1817  HORZ ORDER  -  FIRST
 AY1817
 AY1817.The horizontal coordinates were established by classical geodetic methods
 AY1817.and adjusted by the National Geodetic Survey in February 1996..
 AY1817
 AY1817.The orthometric height was scaled from a topographic map.
 AY1817
 AY1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1817
 AY1817.The geoid height was determined by GEOID03.
 AY1817
 AY1817;                    North         East     Units Scale Factor Converg.
 AY1817;SPC TXSC     - 4,208,427.424   655,837.427   MT  0.99988491   +0 16 57.9
 AY1817;SPC TXSC     -13,807,148.97  2,151,693.29   sFT  0.99988491   +0 16 57.9
 AY1817;UTM  14      - 3,287,095.062   555,822.226   MT  0.99963845   +0 17 09.8
 AY1817
 AY1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1817!SPC TXSC     -   0.99993702  x   0.99988491  =   0.99982194
 AY1817!UTM  14      -   0.99993702  x   0.99963845  =   0.99957549
 AY1817
 AY1817:                Primary Azimuth Mark                     Grid Az
 AY1817:SPC TXSC     -  SW BELL TEL CO TV TWR KKC 92             043 45 26.9
 AY1817:UTM  14      -  SW BELL TEL CO TV TWR KKC 92             043 45 15.0
 AY1817
 AY1817|---------------------------------------------------------------------|
 AY1817| PID    Reference Object                     Distance      Geod. Az  |
 AY1817|                                                           dddmmss.s |
 AY1817| AY1815 SW BELL TEL CO TV TWR KKC 92        APPROX. 2.7 KM 0440224.8 |
 AY1817| AY1814 BULVERDE 1924 RM 1                   10.933 METERS 17717     |
 AY1817| CV4387 BULVERDE AZ MK                                     2160252.5 |
 AY1817| AY1816 BULVERDE 1924 RM 2                   22.829 METERS 24844     |
 AY1817| AY1818 BULVERDE USE 1924                     0.130 METERS 25012     |
 AY1817|---------------------------------------------------------------------|
 AY1817
 AY1817                          SUPERSEDED SURVEY CONTROL
 AY1817
 AY1817  NAD 83(1986)-  29 42 45.88344(N)    098 25 22.34179(W) AD(       ) 1
 AY1817  NAD 27      -  29 42 45.08000(N)    098 25 21.28200(W) AD(       ) 1
 AY1817
 AY1817.Superseded values are not recommended for survey control.
 AY1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1817.See file dsdata.txt to determine how the superseded data were derived.
 AY1817
 AY1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5582287095(NAD 83)
 AY1817_MARKER: DS = TRIANGULATION STATION DISK
 AY1817_SETTING: 66 = SET IN ROCK OUTCROP
 AY1817_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 AY1817
 AY1817  HISTORY     - Date     Condition        Report By
 AY1817  HISTORY     - 1924     MONUMENTED       CGS
 AY1817  HISTORY     - 1937     GOOD             CGS
 AY1817  HISTORY     - 1937     GOOD             TXHD
 AY1817  HISTORY     - 1953     GOOD             AMS
 AY1817  HISTORY     - 1956     GOOD             CGS
 AY1817
 AY1817                          STATION DESCRIPTION
 AY1817
 AY1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY1817'ABOUT 2 MILES DIRECTLY E OF BULVERDE POST OFFICE, ONE-HALF
 AY1817'MILE W OF THE E BULVERDE-SUNSHINE VALLEY ROAD, ABOUT 13 MILES
 AY1817'BY ROAD N OF WETMORE, A SMALL TOWN AND POST OFFICE ON THE
 AY1817'INTERNATIONAL AND GREAT NORTHERN RAILWAY AND ON THE SOUTHERNMOST
 AY1817'OF THREE PROMINENT HILLS S OF CIBOLO CREEK, ON THE HIGHEST
 AY1817'POINT IN THE VICINITY.  TOP OF HILL IS A MASS OF FLAT ROCK
 AY1817'AND IS COVERED WITH CEDAR AND SCRUB OAK ABOUT 10 FEET HIGH.
 AY1817'STATION IS ON LAND BELONGING TO HERMAN UECKER, WHO LIVES AT
 AY1817'THE BASE OF THE HILL 1/4 MILE N OF THE STATION.
 AY1817'
 AY1817'STATION MARKED BY STANDARD DISK CEMENTED IN DEPRESSION IN
 AY1817'BEDROCK.  STATION BULVERDE (U.S.E.) IS ON SAME ROCK, 0.130
 AY1817'METER (0.43 FOOT) FROM STATION, S 70 DEG 17 MIN W.
 AY1817'
 AY1817'TWO REFERENCE MARKS WERE SET, STANDARD DISKS IN DEPRESSIONS
 AY1817'IN BEDROCK.  NO. 1 IS 10.933 METERS (35.87 FEET) FROM STATION,
 AY1817'S 02 DEG 48 MIN E.  NO. 2 IS 22.829 METERS (74.90
 AY1817'FEET), FROM STATION S 68 DEG 44 MIN W.
 AY1817'
 AY1817'STATION REACHED FROM WETMORE RAILWAY STATION BY FOLLOWING
 AY1817'THE BULVERDE ROAD ABOUT 10 MILES TO FORK AND TAKING RIGHT
 AY1817'HAND ROAD ABOUT 2-1/2 MILES TO GATE LEADING INTO HERMAN
 AY1817'UECKERS RANCH ON LEFT.  ELEVATION OF STATION, 424.6 METERS
 AY1817'(1,393 FEET).
 AY1817
 AY1817                          STATION RECOVERY (1937)
 AY1817
 AY1817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 AY1817'ABOUT 23.0 MILES BY ROAD N BY E OF SAN ANTONIO.  ABOUT 2.0
 AY1817'MILES DIRECT OR 6.9 MILES BY ROAD SE OF BULVERDE POST OFFICE.
 AY1817'ABOUT 1.0 MILE DIRECT E OF HIGHWAY 281 ON THE SOUTHERNMOST
 AY1817'OF THREE PROMINENT HILLS S OF CIBOLO CREEK.  THE HIGHEST
 AY1817'POINT IN THE VICINITY.  THE TOP OF THE HILL IS A MASS OF FLAT
 AY1817'ROCK AND IS COVERED WITH CEDAR TREES ABOUT 15 FEET IN HEIGHT.
 AY1817'THE STATION IS ON LAND BELONGING TO MR. HERMAN UECKER, WHO
 AY1817'LIVES AT THE BASE OF THE HILL ABOUT 1/2 MILE N OF THE STATION.
 AY1817'
 AY1817'THE STATION MARK IS A STANDARD DISK CEMENTED IN OUTCROP
 AY1817'ROCK.
 AY1817'
 AY1817'TWO REFERENCE MARKS CEMENTED IN BEDROCK.
 AY1817'
 AY1817'REFERENCE MARK NO. 1 IS 10.933 METERS (35.87 FEET) FROM THE
 AY1817'STATION S 02 DEG 48 MIN E.
 AY1817'
 AY1817'REFERENCE MARK NO. 2 IS 22.829 METERS (74.90 FEET)S 68 DEG 44 MIN W.
 AY1817'
 AY1817'TO REACH FROM SAN ANTONIO, FOLLOW HIGHWAY 281 ABOUT 22.0
 AY1817'MILES TO T-ROAD E AT STORE AND GASOLINE STATION IN NE ANGLE.
 AY1817'THERE TURN E (RIGHT) AND GO 0.8 MILE TO T-ROAD.  TURN LEFT
 AY1817'(NORTHWARD) AND FOLLOW MAIN-TRAVELED ROAD N AND E FOR 2.0
 AY1817'MILES TO TOP OF DIVIDE ABOUT 0.5 MILE S OF GATE ON LEFT SIDE
 AY1817'OF ROAD AND PRIVATE ROAD LEADING TO MR. HERMAN UECKERS HOUSE.
 AY1817'THE STATION IS ON THE HIGHEST PART OF THE HILL ABOUT 0.3
 AY1817'MILE NW.  REACHED BY TRAIL UP POINT OF RIDGE.
 AY1817'
 AY1817'NOTE--THE ORIGINAL DESCRIPTION IS IN ERROR AS FOLLOWS--MR.
 AY1817'HERMAN UECKER LIVES AT BASE OF THE HILL ABOUT 1/2 MILE N OF THE
 AY1817'STATION INSTEAD OF 1/2 MILE S.
 AY1817'
 AY1817'REFERENCE MARK NO. 1 IS S 02 DEG 48 MIN E INSTEAD
 AY1817'OF 257 DEG 12 MIN AS STATED IN THE DESCRIPTION.
 AY1817
 AY1817                          STATION RECOVERY (1937)
 AY1817
 AY1817'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1817'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 AY1817'CONDITION AS DESCRIBED.  DESCRIPTION FOR LOCATING STATION
 AY1817'IS SATISFACTORY.  HILL IS MOST SOUTHWESTERLY OF THREE
 AY1817'PROMINENT HILLS.
 AY1817
 AY1817                          STATION RECOVERY (1953)
 AY1817
 AY1817'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1817'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS ON THE
 AY1817'HIGHEST POINT OF HILL AND IS 109 FEET NORTH OF CORNER OF
 AY1817'TREELINE AND PATH THROUGH WOODED AREA.
 AY1817
 AY1817                          STATION RECOVERY (1956)
 AY1817
 AY1817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1817'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AND FOUND
 AY1817'TO BE IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.
 AY1817'BULVERDE (USE), AS REFERED TO IN THE ORIGINAL DESCRIPTION
 AY1817'WAS NOT FOUND.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 AY1817'
 AY1817'THE STATION IS ABOUT 23 MILES SOUTH OF BLANCO, ON THE HIGHEST
 AY1817'POINT OF A HILL COVERED WITH SCRUB OAK AND CEDAR TREES AND
 AY1817'ON LAND OWNED BY HERMAN UECKER.  IT IS 8 FEET NORTHWEST
 AY1817'OF A 4 IN X 4 IN WHITE WITNESS POST.
 AY1817'
 AY1817'TO REACH THE STATION FROM THE SQUARE IN BLANCO, GO SOUTH ON
 AY1817'U.S. HIGHWAY 281 FOR 23.6 MILES TO A CROSSROADS AT THE OAK
 AY1817'VALLEY STORE, CONTINUE SOUTH ON THE HIGHWAY FOR 3.5 MILES
 AY1817'TO A CROSSROADS AT THE COUNTY TRADING POST STORE, TURN LEFT
 AY1817'AND GO EASTERLY ON A GRAVELED ROAD FOR 0.8 MILE TO A T-JUNCTION,
 AY1817'TURN LEFT AND GO NORTHEASTERLY FOR 1.25 MILES TO THE AZIMUTH
 AY1817'MARK ON THE LEFT, CONTINUE NORTHEASTERLY FOR 0.65 MILE TO A
 AY1817'LOCKED GATE ON THE LEFT, TURN LEFT AND GO NORTH AND
 AY1817'NORTHEAST ON A TRACK ROAD FOR 0.3 MILE TO THE END OF THE
 AY1817'TRACK ROAD AND THE STATION.  THE KEY FOR THE LOCKED GATE
 AY1817'CAN BE OBTAINED FROM MR. UECKER, WHO LIVES ABOUT 1/4 MILE
 AY1817'SOUTH OF THE STATION.
 AY1817'
 AY1817'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1817'STAMPED BULVERDE 1924.
 AY1817'
 AY1817'REFERENCE MARK 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 AY1817'BULVERDE NO 1 1924.
 AY1817'
 AY1817'REFERENCE MARK 2 PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 AY1817'BULVERDE NO 2 1924.
 AY1817'
 AY1817'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF THE GRAVELED
 AY1817'ROAD, 4 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST AND
 AY1817'1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND,
 AY1817'AND THE DISK IS STAMPED BULVERDE 1956.
 AY1817'
 AY1817'HEIGHT OF LIGHT ABOVE THE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1814 ***********************************************************************
 AY1814  DESIGNATION -  BULVERDE 1924 RM 1
 AY1814  PID         -  AY1814
 AY1814  STATE/COUNTY-  TX/BEXAR
 AY1814  USGS QUAD   -  BULVERDE (1988)
 AY1814
 AY1814                         *CURRENT SURVEY CONTROL
 AY1814  ___________________________________________________________________
 AY1814* NAD 83(1993)-  29 42 45.52233(N)    098 25 22.33952(W)     ADJUSTED  
 AY1814* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 AY1814  ___________________________________________________________________
 AY1814  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AY1814  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AY1814
 AY1814  HORZ ORDER  -  SECOND
 AY1814
 AY1814.The horizontal coordinates were established by classical geodetic methods
 AY1814.and adjusted by the National Geodetic Survey in February 1996..
 AY1814
 AY1814.The orthometric height was scaled from a topographic map.
 AY1814
 AY1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1814
 AY1814.The geoid height was determined by GEOID03.
 AY1814
 AY1814;                    North         East     Units Scale Factor Converg.
 AY1814;SPC TXSC     - 4,208,416.508   655,837.999   MT  0.99988490   +0 16 57.9
 AY1814;SPC TXSC     -13,807,113.16  2,151,695.17   sFT  0.99988490   +0 16 57.9
 AY1814;UTM  14      - 3,287,084.148   555,822.800   MT  0.99963845   +0 17 09.8
 AY1814
 AY1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1814!SPC TXSC     -   0.99993702  x   0.99988490  =   0.99982193
 AY1814!UTM  14      -   0.99993702  x   0.99963845  =   0.99957549
 AY1814
 AY1814                          SUPERSEDED SURVEY CONTROL
 AY1814
 AY1814  NAD 83(1986)-  29 42 45.52877(N)    098 25 22.32249(W) AD(       ) 2
 AY1814  NAD 27      -  29 42 44.72500(N)    098 25 21.26200(W) AD(       ) 2
 AY1814
 AY1814.Superseded values are not recommended for survey control.
 AY1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1814.See file dsdata.txt to determine how the superseded data were derived.
 AY1814
 AY1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5582387084(NAD 83)
 AY1814_MARKER: DR = REFERENCE MARK DISK
 AY1814_SETTING: 66 = SET IN ROCK OUTCROP
 AY1814_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 AY1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1814
 AY1814  HISTORY     - Date     Condition        Report By
 AY1814  HISTORY     - 1924     MONUMENTED       CGS
 AY1814
 AY1814                          STATION DESCRIPTION
 AY1814
 AY1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY1814'ABOUT 2 MILES DIRECTLY E OF BULVERDE POST OFFICE, ONE-HALF
 AY1814'MILE W OF THE E BULVERDE-SUNSHINE VALLEY ROAD, ABOUT 13 MILES
 AY1814'BY ROAD N OF WETMORE, A SMALL TOWN AND POST OFFICE ON THE
 AY1814'INTERNATIONAL AND GREAT NORTHERN RAILWAY AND ON THE SOUTHERNMOST
 AY1814'OF THREE PROMINENT HILLS S OF CIBOLO CREEK, ON THE HIGHEST
 AY1814'POINT IN THE VICINITY.  TOP OF HILL IS A MASS OF FLAT ROCK
 AY1814'AND IS COVERED WITH CEDAR AND SCRUB OAK ABOUT 10 FEET HIGH.
 AY1814'STATION IS ON LAND BELONGING TO HERMAN UECKER, WHO LIVES AT
 AY1814'THE BASE OF THE HILL 1/4 MILE N OF THE STATION.
 AY1814'
 AY1814'REFERENCE MARK 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 AY1814'BULVERDE NO 1 1924.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1816 ***********************************************************************
 AY1816  DESIGNATION -  BULVERDE 1924 RM 2
 AY1816  PID         -  AY1816
 AY1816  STATE/COUNTY-  TX/BEXAR
 AY1816  USGS QUAD   -  BULVERDE (1988)
 AY1816
 AY1816                         *CURRENT SURVEY CONTROL
 AY1816  ___________________________________________________________________
 AY1816* NAD 83(1993)-  29 42 45.60803(N)    098 25 23.15030(W)     ADJUSTED  
 AY1816* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 AY1816  ___________________________________________________________________
 AY1816  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AY1816  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AY1816
 AY1816  HORZ ORDER  -  SECOND
 AY1816
 AY1816.The horizontal coordinates were established by classical geodetic methods
 AY1816.and adjusted by the National Geodetic Survey in February 1996..
 AY1816
 AY1816.The orthometric height was scaled from a topographic map.
 AY1816
 AY1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1816
 AY1816.The geoid height was determined by GEOID03.
 AY1816
 AY1816;                    North         East     Units Scale Factor Converg.
 AY1816;SPC TXSC     - 4,208,419.039   655,816.196   MT  0.99988490   +0 16 57.5
 AY1816;SPC TXSC     -13,807,121.46  2,151,623.64   sFT  0.99988490   +0 16 57.5
 AY1816;UTM  14      - 3,287,086.677   555,801.002   MT  0.99963842   +0 17 09.4
 AY1816
 AY1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1816!SPC TXSC     -   0.99993702  x   0.99988490  =   0.99982193
 AY1816!UTM  14      -   0.99993702  x   0.99963842  =   0.99957546
 AY1816
 AY1816                          SUPERSEDED SURVEY CONTROL
 AY1816
 AY1816  NAD 83(1986)-  29 42 45.61447(N)    098 25 23.13326(W) AD(       ) 2
 AY1816  NAD 27      -  29 42 44.81100(N)    098 25 22.07300(W) AD(       ) 2
 AY1816
 AY1816.Superseded values are not recommended for survey control.
 AY1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1816.See file dsdata.txt to determine how the superseded data were derived.
 AY1816
 AY1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5580187087(NAD 83)
 AY1816_MARKER: DR = REFERENCE MARK DISK
 AY1816_SETTING: 66 = SET IN ROCK OUTCROP
 AY1816_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 AY1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1816
 AY1816  HISTORY     - Date     Condition        Report By
 AY1816  HISTORY     - 1924     MONUMENTED       CGS
 AY1816
 AY1816                          STATION DESCRIPTION
 AY1816
 AY1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY1816'ABOUT 2 MILES DIRECTLY E OF BULVERDE POST OFFICE, ONE-HALF
 AY1816'MILE W OF THE E BULVERDE-SUNSHINE VALLEY ROAD, ABOUT 13 MILES
 AY1816'BY ROAD N OF WETMORE, A SMALL TOWN AND POST OFFICE ON THE
 AY1816'INTERNATIONAL AND GREAT NORTHERN RAILWAY AND ON THE SOUTHERNMOST
 AY1816'OF THREE PROMINENT HILLS S OF CIBOLO CREEK, ON THE HIGHEST
 AY1816'POINT IN THE VICINITY.  TOP OF HILL IS A MASS OF FLAT ROCK
 AY1816'AND IS COVERED WITH CEDAR AND SCRUB OAK ABOUT 10 FEET HIGH.
 AY1816'STATION IS ON LAND BELONGING TO HERMAN UECKER, WHO LIVES AT
 AY1816'THE BASE OF THE HILL 1/4 MILE N OF THE STATION.
 AY1816'
 AY1816'REFERENCE MARK 2 PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 AY1816'BULVERDE NO 2 1924.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0869 ***********************************************************************
 BM0869  DESIGNATION -  BUMP
 BM0869  PID         -  BM0869
 BM0869  STATE/COUNTY-  TX/LEE
 BM0869  USGS QUAD   -  PAIGE (1982)
 BM0869
 BM0869                         *CURRENT SURVEY CONTROL
 BM0869  ___________________________________________________________________
 BM0869* NAD 83(1993)-  30 08 01.51556(N)    097 02 26.55377(W)     ADJUSTED  
 BM0869* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 BM0869  ___________________________________________________________________
 BM0869  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 BM0869  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BM0869
 BM0869  HORZ ORDER  -  FIRST
 BM0869
 BM0869.The horizontal coordinates were established by classical geodetic methods
 BM0869.and adjusted by the National Geodetic Survey in February 1996..
 BM0869
 BM0869.The orthometric height was scaled from a topographic map.
 BM0869
 BM0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0869
 BM0869.The geoid height was determined by GEOID03.
 BM0869
 BM0869;                    North         East     Units Scale Factor Converg.
 BM0869;SPC TX C     - 3,056,475.530 1,017,218.383   MT  0.99999548   +1 41 45.2
 BM0869;SPC TX C     -10,027,786.80  3,337,323.98   sFT  0.99999548   +1 41 45.2
 BM0869;SPC TXSC     - 4,256,536.664   788,774.295   MT  0.99996022   +0 57 35.6
 BM0869;SPC TXSC     -13,964,987.37  2,587,837.00   sFT  0.99996022   +0 57 35.6
 BM0869;UTM  14      - 3,335,226.970   688,733.499   MT  1.00003948   +0 59 02.0
 BM0869
 BM0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0869!SPC TX C     -   0.99997571  x   0.99999548  =   0.99997119
 BM0869!SPC TXSC     -   0.99997571  x   0.99996022  =   0.99993593
 BM0869!UTM  14      -   0.99997571  x   1.00003948  =   1.00001519
 BM0869
 BM0869:                Primary Azimuth Mark                     Grid Az
 BM0869:SPC TX C     -  BUMP AZ MK                               014 04 31.4
 BM0869:SPC TXSC     -  BUMP AZ MK                               014 48 41.0
 BM0869:UTM  14      -  BUMP AZ MK                               014 47 14.6
 BM0869
 BM0869|---------------------------------------------------------------------|
 BM0869| PID    Reference Object                     Distance      Geod. Az  |
 BM0869|                                                           dddmmss.s |
 BM0869| CV4388 BUMP AZ MK                                         0154616.6 |
 BM0869| CV4389 BUMP RM 1                            19.818 METERS 01720     |
 BM0869| CV4390 BUMP RM 2                            20.611 METERS 11523     |
 BM0869|---------------------------------------------------------------------|
 BM0869
 BM0869                          SUPERSEDED SURVEY CONTROL
 BM0869
 BM0869  NAD 83(1986)-  30 08 01.53555(N)    097 02 26.53878(W) AD(       ) 1
 BM0869  NAD 27      -  30 08 00.75400(N)    097 02 25.59300(W) AD(       ) 1
 BM0869
 BM0869.Superseded values are not recommended for survey control.
 BM0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0869.See file dsdata.txt to determine how the superseded data were derived.
 BM0869
 BM0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU8873335227(NAD 83)
 BM0869_MARKER: DS = TRIANGULATION STATION DISK
 BM0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0869
 BM0869  HISTORY     - Date     Condition        Report By
 BM0869  HISTORY     - 1943     MONUMENTED       CGS
 BM0869  HISTORY     - 1955     GOOD             CGS
 BM0869  HISTORY     - 1957     GOOD             USGS
 BM0869
 BM0869                          STATION DESCRIPTION
 BM0869
 BM0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0869'STATION IS LOCATED ABOUT 6 MILES SW OF GIDDINGS, 9 MILES
 BM0869'N OF WINCHESTER AND 7 MILES SE OF PAIGE ON A PROMINENT WOODED
 BM0869'HILL.  MARK IS 5 PACES N OF A WAGON TRAIL LEADING TO THE
 BM0869'STATION AND 55 FEET W OF A TRIANGULAR-BLAZED TREE.  MARK
 BM0869'IS STAMPED BUMP 1943 AND PROJECTS ABOUT 4 INCHES.
 BM0869'
 BM0869'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0869'DISKS SET IN CONCRETE.
 BM0869'
 BM0869'REFERENCE MARK NO. 1 IS 65 FEET N OF THE STATION AND 8 PACES
 BM0869'W OF A 14-INCH OAK TREE.  MARK IS STAMPED BUMP NO. 1 1943
 BM0869'AND PROJECTS ABOUT 3 INCHES.
 BM0869'
 BM0869'REFERENCE MARK NO. 2 IS 8 PACES S OF THE CENTER LINE OF
 BM0869'THE WAGON ROAD AND 10 PACES S OF THE TRIANGULAR-BLAZED OAK
 BM0869'TREE.  MARK IS STAMPED BUMP NO. 2 1943 AND PROJECTS ABOUT
 BM0869'4 INCHES.
 BM0869'
 BM0869'AZIMUTH MARK IS 7 PACES NW OF THE CENTER LINE OF THE ROAD,
 BM0869'150 FEET NE OF A DRIVEWAY GOING TO THE LEFT, AND 175 FEET
 BM0869'SOUTHWESTERLY FROM A SIDE ROAD N AND 5 MAIL BOXES.  MARK
 BM0869'IS STAMPED BUMP 1943 AND PROJECTS ABOUT 3 INCHES.
 BM0869'
 BM0869'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTES
 BM0869'77 AND 290 IN GIDDINGS GO W ON 290 FOR 2.1 MILES TO A SIDE
 BM0869'ROAD LEFT AT THE FAIR GROUNDS, TURN LEFT AND GO 4.8 MILES
 BM0869'TO THE AZIMUTH MARK ON THE RIGHT JUST BEYOND A SIDE ROAD
 BM0869'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO A T-ROAD,
 BM0869'TURN LEFT AND GO 0.3 MILE TO A GATE ON THE RIGHT, PASS THROUGH
 BM0869'THE GATE AND GO 0.4 MILE ON A WAGON ROAD (SEVERAL FORKS
 BM0869'WILL BE ENCOUNTERED ALL OF WHICH LEAD TO THE SAME DESTINATION)
 BM0869'TO A WAGON ROAD LEFT AT A 24-INCH TRIANGULAR-BLAZED OAK
 BM0869'TREE ON THE LEFT WHICH IS 200 FEET N OF A BOARD GATE, TURN
 BM0869'LEFT AND GO 0.2 MILE TO A VERY DIM TRAIL ROAD LEFT, TURN
 BM0869'LEFT AND FOLLOW THIS ROAD 0.3 MILE UP THE HILL TO THE
 BM0869'STATION.
 BM0869'
 BM0869'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM0869
 BM0869                          STATION RECOVERY (1955)
 BM0869
 BM0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BM0869'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 BM0869'DESCRIBED.  THE HILLTOP AT THE STATION SITE HAS BEEN EXCAVATED
 BM0869'ABOUT 4 FT., AND THE STATION MARK AND EACH REFERENCE MARK
 BM0869'ARE NOW ON A MOUND ABOUT 4 FT. ABOVE THE SURROUNDING AREA AND
 BM0869'ABOUT 15 FT. IN DIAMETER.
 BM0869'
 BM0869'THE ROUTE TO THE STATION AS GIVEN IN THE ORIGINAL DESCRIPTION
 BM0869'IS NOW CORRECTED AS FOLLOWS--FROM THE GATE WHICH IS 1.1
 BM0869'MI. FROM THE AZIMUTH MARK, PASS THROUGH THE GATE AND FOLLOW
 BM0869'THE STEEP ROAD STRAIGHT UP THE HILL FOR ABOUT 0.2 MI. TO
 BM0869'THE TOP OF THE HILL AND THE STATION.
 BM0869
 BM0869                          STATION RECOVERY (1957)
 BM0869
 BM0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BM0869'REVISED FROM AZIMUTH MARK - CONTINUE STRAIGHT ON GRAVELED
 BM0869'ROAD FROM AZIMUTH MARK 1.0 MILE TO PAVES F.M. ROAD, TURN
 BM0869'LEFT ON PAVED ROAD FOR 0.2 MILE TO GATE ON RIGHT, TURN RIGHT
 BM0869'AND FOLLOW CLEARED AREA AND ROAD 0.5 MILE TO TOP OF HILL,
 BM0869'RECENTLY EXCAVATED FOR GRAVEL AND THE STATION AND REFERENCE
 BM0869'MARKS ON REMAINING EARTH MOUNDS ABOUT 4 FEET HIGHER THAN
 BM0869'THE SURROUNDING AREA.
 BM0869'
 BM0869'ALTERNATE DESCRIPTION--SERBIN, LUTHERAN CHURCH, PROCEED
 BM0869'ALONG PAVED ROAD WEST FROM THE CHURCH 3.6 MILES TO GATE
 BM0869'ON LEFT, TURN LEFT AND GO 0.5 MILE TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0448 ***********************************************************************
 BO0448  DESIGNATION -  BUNDY
 BO0448  PID         -  BO0448
 BO0448  STATE/COUNTY-  TX/SUTTON
 BO0448  USGS QUAD   -  FORT TERRETT RANCH (1987)
 BO0448
 BO0448                         *CURRENT SURVEY CONTROL
 BO0448  ___________________________________________________________________
 BO0448* NAD 83(1993)-  30 22 43.15512(N)    100 11 26.74096(W)     ADJUSTED  
 BO0448* NAVD 88     -       712.73   (+/-2cm)    2338.3    (feet)  VERTCON   
 BO0448  ___________________________________________________________________
 BO0448  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BO0448  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 BO0448
 BO0448  HORZ ORDER  -  SECOND
 BO0448  VERT ORDER  -  THIRD ? (See Below)
 BO0448
 BO0448.The horizontal coordinates were established by classical geodetic methods
 BO0448.and adjusted by the National Geodetic Survey in February 1996..
 BO0448
 BO0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0448.The vertical order pertains to the NGVD 29 superseded value.
 BO0448
 BO0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0448
 BO0448.The geoid height was determined by GEOID03.
 BO0448
 BO0448;                    North         East     Units Scale Factor Converg.
 BO0448;SPC TX C     - 3,078,937.201   713,702.893   MT  0.99994038   +0 04 24.4
 BO0448;SPC TX C     -10,101,479.80  2,341,540.24   sFT  0.99994038   +0 04 24.4
 BO0448;SPC TXSC     - 4,282,686.650   485,545.211   MT  1.00002893   -0 35 00.1
 BO0448;SPC TXSC     -14,050,781.12  1,592,992.91   sFT  1.00002893   -0 35 00.1
 BO0448;UTM  14      - 3,361,345.809   385,588.272   MT  0.99976149   -0 36 08.1
 BO0448
 BO0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0448!SPC TX C     -   0.99989155  x   0.99994038  =   0.99983194
 BO0448!SPC TXSC     -   0.99989155  x   1.00002893  =   0.99992048
 BO0448!UTM  14      -   0.99989155  x   0.99976149  =   0.99965307
 BO0448
 BO0448|---------------------------------------------------------------------|
 BO0448| PID    Reference Object                     Distance      Geod. Az  |
 BO0448|                                                           dddmmss.s |
 BO0448| CV4392 BUNDY RM 1                           26.477 METERS 03308     |
 BO0448| CV4393 BUNDY RM 2                           31.841 METERS 13532     |
 BO0448| CV4391 BUNDY AZ MK                                        2730317.6 |
 BO0448| BO0454 ROSS                                APPROX.17.2 KM 2982601.6 |
 BO0448|---------------------------------------------------------------------|
 BO0448
 BO0448                          SUPERSEDED SURVEY CONTROL
 BO0448
 BO0448  NAD 83(1986)-  30 22 43.15833(N)    100 11 26.72739(W) AD(       ) 2
 BO0448  NAD 27      -  30 22 42.47800(N)    100 11 25.43000(W) AD(       ) 2
 BO0448  NGVD 29 (07/19/86)  712.63   (m)         2338.0    (f) LEVELING    3  
 BO0448
 BO0448.Superseded values are not recommended for survey control.
 BO0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0448.See file dsdata.txt to determine how the superseded data were derived.
 BO0448
 BO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU8558861346(NAD 83)
 BO0448_MARKER: DS = TRIANGULATION STATION DISK
 BO0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0448
 BO0448  HISTORY     - Date     Condition        Report By
 BO0448  HISTORY     - 1944     MONUMENTED       CGS
 BO0448  HISTORY     - 1946     GOOD             TXHD
 BO0448  HISTORY     - 1963     GOOD             USGS
 BO0448
 BO0448                          STATION DESCRIPTION
 BO0448
 BO0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0448'STATION IS LOCATED ABOUT 10 MILES, AIR LINE, SW OF ROOSEVELT AND 3.3
 BO0448'MILES S OF U.S. HIGHWAY 290.  IT IS ON THE S SIDE OF A COUNTY
 BO0448'ROAD JUST S OF A BUMPER GATE, ON PROPERTY OWNED BY MR. S.S. BUNDY.
 BO0448'IT IS 156 FEET WSW OF A FENCE CORNER, 75 FEET S OF A FENCELINE,
 BO0448'49 FEET S OF THE CENTER LINE OF GRADED ROAD, AND 7 FEET WSW OF
 BO0448'A 4- BY 4-INCH WOODEN MARKER POST.
 BO0448'
 BO0448'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BO0448'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  IT IS
 BO0448'STAMPED BUNDY 1944.  UNDERGROUND MARK IS 24 IN. DOWN.
 BO0448'
 BO0448'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 BO0448'CONCRETE POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 BO0448'IT IS STAMPED BUNDY NO 1 1944.
 BO0448'
 BO0448'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 BO0448'CONCRETE POST THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 BO0448'IT IS STAMPED BUNDY NO 2 1944.
 BO0448'
 BO0448'AZIMUTH MARK IS 18 FEET N OF THE CENTER LINE OF GRADED DIRT ROAD,
 BO0448'1 FOOT S OF FENCELINE, AND 3 FEET E OF A 4- BY 4-INCH WOODEN
 BO0448'MARKER POST.  IT IS A BRONZE AZIMUTH DISK SET IN A SQUARE-TOPPED
 BO0448'CONCRETE POST THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT
 BO0448'IS STAMPED BUNDY 1944.
 BO0448'
 BO0448'TO REACH STATION FROM THE POST OFFICE IN ROOSEVELT, GO SW ON
 BO0448'U.S. HIGHWAY 290 FOR 9.4 MILES TO A GRADED DIRT ROAD LEFT AT
 BO0448'SIGN CARDWELL RANCH.  TURN LEFT THROUGH CATTLE GUARD AND GO S ON
 BO0448'GRADED DIRT ROAD FOR 3.3 MILES TO A BUMPER GATE AND SHARP CURVE
 BO0448'TO RIGHT.  PASS THROUGH GATE AND GO SW 150 FEET TO STATION ON S
 BO0448'SIDE OF ROAD.
 BO0448'
 BO0448'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 BO0448
 BO0448                          STATION RECOVERY (1946)
 BO0448
 BO0448'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1946 (AHC)
 BO0448'1944 DESCRIPTION GOOD EXCEPT GRADED DIRT ROAD NOW HAS CALICHE SURFACE
 BO0448'AND IS AN ALL WEATHER ROAD.
 BO0448
 BO0448                          STATION RECOVERY (1963)
 BO0448
 BO0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BO0448'STATION HAS BEEN DISTURBED.  SURFACE STATION MARK WAS RESET UNDER
 BO0448'A PLUMB BOB DIRECTLY OVER BUNDY UNDERGROUND.  IT IS 25 FT. SO. OF
 BO0448'THE CENTER-LINE OF THE REBUILT COUNTY ROAD, 5 FT. NORTH OF THE SO.
 BO0448'ROW FENCE, 64 FT. WEST OF THE CENTER-LINE OF A RANCH ROAD LEADING
 BO0448'SOUTH.  TO REACH FROM SONORA, DRIVE EAST ON U.S. 290 FRO 27 MI.
 BO0448'TO THE BRIDGE OVER THE DRY LLANO RIVER.  CONTINUE EAST 0.4 MI.
 BO0448'TO A PAVED ROAD RIGHT (OLD U.S. 290).  THENCE RIGHT ON OLD 290
 BO0448'FOR 2.3 MI. TO A GRADED ROAD SOUTH.  THENCE SOUTH FOR 3.1 MI.
 BO0448'TO A 90 DEGREE RIGHT TURN TO THE WEST, AND STATION ON THE LEFT.
 BO0448'R.M. 1 AND 2 OK.  AZ. MK. WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2348 ***********************************************************************
 AH2348  DESIGNATION -  BUNGE ET
 AH2348  PID         -  AH2348
 AH2348  STATE/COUNTY-  TX/CROSBY
 AH2348  USGS QUAD   -  CROSBYTON (1966)
 AH2348
 AH2348                         *CURRENT SURVEY CONTROL
 AH2348  ___________________________________________________________________
 AH2348* NAD 83(1993)-  33 39 40.26645(N)    101 13 53.54238(W)     ADJUSTED  
 AH2348* NAVD 88     -       962.6    (meters)    3158.     (feet)  VERTCON   
 AH2348  ___________________________________________________________________
 AH2348  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AH2348  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AH2348
 AH2348  HORZ ORDER  -  THIRD
 AH2348
 AH2348.The horizontal coordinates were established by classical geodetic methods
 AH2348.and adjusted by the National Geodetic Survey in July 1998..
 AH2348
 AH2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2348
 AH2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2348
 AH2348.The geoid height was determined by GEOID03.
 AH2348
 AH2348;                    North         East     Units Scale Factor Converg.
 AH2348;SPC TXNC     - 2,224,470.412   346,696.332   MT  0.99992908   -1 29 23.2
 AH2348;SPC TXNC     - 7,298,116.68  1,137,452.88   sFT  0.99992908   -1 29 23.2
 AH2348;UTM  14      - 3,726,823.983   293,087.258   MT  1.00012783   -1 14 14.4
 AH2348
 AH2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2348!SPC TXNC     -   0.99985294  x   0.99992908  =   0.99978203
 AH2348!UTM  14      -   0.99985294  x   1.00012783  =   0.99998075
 AH2348
 AH2348                          SUPERSEDED SURVEY CONTROL
 AH2348
 AH2348  NGVD 29 (07/28/98)  962.3    (m)         3157.     (f) VERT ANG       
 AH2348
 AH2348.Superseded values are not recommended for survey control.
 AH2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2348.See file dsdata.txt to determine how the superseded data were derived.
 AH2348
 AH2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9308726824(NAD 83)
 AH2348_MARKER: DS = TRIANGULATION STATION DISK
 AH2348
 AH2348  HISTORY     - Date     Condition        Report By
 AH2348  HISTORY     - 1965     MONUMENTED       USGS
 AH2348
 AH2348                          STATION DESCRIPTION
 AH2348
 AH2348'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH2348'STATION IS LOCATED ON THE E. EDGE OF CROSBYTON, TEXAS, BESIDE THE
 AH2348'PANHANDLE AND SANTA FE RAILROAD ON TOP OF BUNGE ELEVATOR, 7.5 FT. SE.
 AH2348'AND 4.5 FT. NE. OF W. CORNER OF HEADER HOUSE.
 AH2348'TO REACH FROM CITY SQUARE IN CROSBYTON, GO E. 5 BLOCKS AND N. 1/2
 AH2348'BLOCK TO ELEVATOR AND STATION.
 AH2348'STATION MARK--STANDARD USGS ALUMINUM TABLET CEMENTED IN DRILL HOLE IN
 AH2348'CONCRETE ROOF OF HEADER HOUSE, STAMPED---BUNGE-ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0604 ***********************************************************************
 BN0604  DESIGNATION -  BUNKER
 BN0604  PID         -  BN0604
 BN0604  STATE/COUNTY-  TX/BURNET
 BN0604  USGS QUAD   -  NARUNA (1967)
 BN0604
 BN0604                         *CURRENT SURVEY CONTROL
 BN0604  ___________________________________________________________________
 BN0604* NAD 83(1993)-  30 56 27.75863(N)    098 17 38.46381(W)     ADJUSTED  
 BN0604* NAVD 88     -       478.     (meters)    1568.     (feet)  SCALED    
 BN0604  ___________________________________________________________________
 BN0604  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 BN0604  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 BN0604
 BN0604  HORZ ORDER  -  FIRST
 BN0604
 BN0604.The horizontal coordinates were established by classical geodetic methods
 BN0604.and adjusted by the National Geodetic Survey in February 1996..
 BN0604
 BN0604.The orthometric height was scaled from a topographic map.
 BN0604
 BN0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0604
 BN0604.The geoid height was determined by GEOID03.
 BN0604
 BN0604;                    North         East     Units Scale Factor Converg.
 BN0604;SPC TX C     - 3,143,057.058   894,849.200   MT  0.99988230   +1 03 01.3
 BN0604;SPC TX C     -10,311,846.36  2,935,851.08   sFT  0.99988230   +1 03 01.3
 BN0604;UTM  14      - 3,423,281.796   567,439.586   MT  0.99965610   +0 21 46.8
 BN0604
 BN0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0604!SPC TX C     -   0.99992881  x   0.99988230  =   0.99981112
 BN0604!UTM  14      -   0.99992881  x   0.99965610  =   0.99958494
 BN0604
 BN0604|---------------------------------------------------------------------|
 BN0604| PID    Reference Object                     Distance      Geod. Az  |
 BN0604|                                                           dddmmss.s |
 BN0604| CV4395 BUNKER RM 2                          19.562 METERS 11745     |
 BN0604| BN0584 MAY                                 APPROX.10.3 KM 1440731.7 |
 BN0604| CV4396 BUNKER RM 3                          27.310 METERS 31344     |
 BN0604| CV4394 BUNKER RM 1                          22.872 METERS 35817     |
 BN0604|---------------------------------------------------------------------|
 BN0604
 BN0604                          SUPERSEDED SURVEY CONTROL
 BN0604
 BN0604  NAD 83(1986)-  30 56 27.76918(N)    098 17 38.44952(W) AD(       ) 1
 BN0604  NAD 27      -  30 56 27.13500(N)    098 17 37.34200(W) AD(       ) 1
 BN0604
 BN0604.Superseded values are not recommended for survey control.
 BN0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0604.See file dsdata.txt to determine how the superseded data were derived.
 BN0604
 BN0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV6744023282(NAD 83)
 BN0604_MARKER: DS = TRIANGULATION STATION DISK
 BN0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0604
 BN0604  HISTORY     - Date     Condition        Report By
 BN0604  HISTORY     - 1935     MONUMENTED       CGS
 BN0604  HISTORY     - 1958     GOOD             CGS
 BN0604  HISTORY     - 20020223 GOOD             USPSQD
 BN0604
 BN0604                          STATION DESCRIPTION
 BN0604
 BN0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0604'STATION IS ON THE PROPERTY OF MR. J. OAKLEY, ABOUT 10-1/2
 BN0604'MILES SW OF LAMPASAS, AND ABOUT 3-1/2 MILES SSE OF NARUNA.
 BN0604'STATION WAS PLACED IN THE VICINITY OF AN OLD U.S.G.S. STATION
 BN0604'NAMED BUNKER HILL, WHICH COULD NOT BE FOUND.  THE MARK IS
 BN0604'30 FEET W OF FENCE AND 52 FEET W OF THE CENTER LINE OF ROAD.
 BN0604'MARK IS FLUSH WITH THE GROUND.
 BN0604'
 BN0604'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BN0604'BRONZE DISKS SET IN CONCRETE.
 BN0604'
 BN0604'REFERENCE MARK NO. 1 IS 75.04 FEET NE OF THE STATION, 22
 BN0604'FEET W OF THE CENTER LINE OF ROAD, IN FENCE, AND PROJECTS
 BN0604'4 INCHES.
 BN0604'
 BN0604'REFERENCE MARK NO. 2 IS 64.18 FEET SE OF THE STATION, 22
 BN0604'FEET W OF THE CENTER LINE OF ROAD, IN FENCE, AND PROJECTS
 BN0604'5 INCHES.
 BN0604'
 BN0604'REFERENCE MARK NO. 3 IS 89.60 FEET N OF THE STATION, 55
 BN0604'FEET W OF FENCE, 77 FEET W OF THE CENTER LINE OF ROAD, AND
 BN0604'PROJECTS 3 INCHES.
 BN0604'
 BN0604'TO REACH FROM MAIN JUNCTION IN NARUNA--GO E FOR 1.2 MILES,
 BN0604'TURN RIGHT (S) AT T-ROAD AND GO 3.1 MILES TO STATION ON
 BN0604'RIGHT (W) IN FIELD.
 BN0604'
 BN0604'HEIGHT OF LIGHT ABOVE STATION MARK- 16 METERS.
 BN0604
 BN0604                          STATION RECOVERY (1958)
 BN0604
 BN0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HMP)
 BN0604'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BN0604'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 BN0604'TO STATION SITE ARE CORRECT.
 BN0604
 BN0604                          STATION RECOVERY (2002)
 BN0604
 BN0604'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 BN0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1156 ***********************************************************************
 CT1156  DESIGNATION -  BUNKLEY ET
 CT1156  PID         -  CT1156
 CT1156  STATE/COUNTY-  TX/HASKELL
 CT1156  USGS QUAD   -  LUEDERS NE (1965)
 CT1156
 CT1156                         *CURRENT SURVEY CONTROL
 CT1156  ___________________________________________________________________
 CT1156* NAD 83(1993)-  32 58 25.95459(N)    099 34 32.21741(W)     ADJUSTED  
 CT1156* NAVD 88     -       487.9    (meters)    1601.     (feet)  VERTCON   
 CT1156  ___________________________________________________________________
 CT1156  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 CT1156  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CT1156
 CT1156  HORZ ORDER  -  THIRD
 CT1156
 CT1156.The horizontal coordinates were established by classical geodetic methods
 CT1156.and adjusted by the National Geodetic Survey in February 1996..
 CT1156
 CT1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1156
 CT1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1156
 CT1156.The geoid height was determined by GEOID03.
 CT1156
 CT1156;                    North         East     Units Scale Factor Converg.
 CT1156;SPC TXNC     - 2,145,470.714   499,465.092   MT  0.99987354   -0 35 11.9
 CT1156;SPC TXNC     - 7,038,931.83  1,638,661.72   sFT  0.99987354   -0 35 11.9
 CT1156;UTM  14      - 3,648,537.925   446,212.144   MT  0.99963567   -0 18 47.8
 CT1156
 CT1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1156!SPC TXNC     -   0.99992799  x   0.99987354  =   0.99980154
 CT1156!UTM  14      -   0.99992799  x   0.99963567  =   0.99956368
 CT1156
 CT1156:                Primary Azimuth Mark                     Grid Az
 CT1156:SPC TXNC     -  DODGE ET                                 263 01 33.4
 CT1156:UTM  14      -  DODGE ET                                 262 45 09.3
 CT1156
 CT1156|---------------------------------------------------------------------|
 CT1156| PID    Reference Object                     Distance      Geod. Az  |
 CT1156|                                                           dddmmss.s |
 CT1156| CT1159 DODGE ET                            APPROX. 9.4 KM 2622621.5 |
 CT1156|---------------------------------------------------------------------|
 CT1156
 CT1156                          SUPERSEDED SURVEY CONTROL
 CT1156
 CT1156  NAD 83(1993)-  32 58 25.95824(N)    099 34 32.21145(W) AD(       ) 3
 CT1156  NAD 83(1986)-  32 58 25.96143(N)    099 34 32.20861(W) AD(       ) 3
 CT1156  NAD 27      -  32 58 25.56389(N)    099 34 30.89493(W) AD(       ) 3
 CT1156  NGVD 29 (07/19/86)  487.8    (m)         1600.     (f) VERT ANG       
 CT1156
 CT1156.Superseded values are not recommended for survey control.
 CT1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1156.See file dsdata.txt to determine how the superseded data were derived.
 CT1156
 CT1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB4621248538(NAD 83)
 CT1156_MARKER: DD = SURVEY DISK
 CT1156_SETTING: 0 = UNSPECIFIED SETTING
 CT1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1156
 CT1156  HISTORY     - Date     Condition        Report By
 CT1156  HISTORY     - 1965     MONUMENTED       USGS
 CT1156
 CT1156                          STATION DESCRIPTION
 CT1156
 CT1156'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CT1156'LUEDERS, ABOUT 1 MI. E. ON U.S. HIGHWAY 380 TO JUNCTION WITH FARM ROAD
 CT1156'142, THENCE N. ON FARM ROAD 142 FOR 9.8 MI. TO T-RD., THENCE E. 1.3
 CT1156'MI. TO T-RD., THENCE N. 2.3 MI. TO T-RD. AND BUNKLEY RANCH, THENCE
 CT1156'AROUND E. SIDE OF HOUSE AND N. SIDE OF SHEDS TO LANE W., FOLLOW TRACK
 CT1156'RD. 0.6 MI. TO POINT BETWEEN 2 STOCK PONDS, BEAR N., PASS THROUGH GATE
 CT1156'0.3 MI., BEAR E. TO TOP OF RIDGE IN SADDLE, THENCE N. TO STATION 0.35
 CT1156'MI.  STATION IS NEAR CENTER OF RIDGE ABOUT 300 FT. S. OF N. END.
 CT1156'
 CT1156'STATION MARK--STANDARD TABLET STAMPED ---BUNKLEY-ET 1965---, SET IN
 CT1156'TOP OF CONCRETE POST.
 CT1156'
 CT1156'TIE POINT--OLD USGS MARK (TARANTULA) SE. OF STATION, INSCRIBED ROCK
 CT1156'RESTING ON SURFACE AND SURROUNDED BY PILED STONE, MARKED ---U.S. X
 CT1156'G.S.---, 1278.4 FT. FROM STATION, N 22 DEG 14 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2283 ***********************************************************************
 BL2283  DESIGNATION -  BUNN
 BL2283  PID         -  BL2283
 BL2283  STATE/COUNTY-  TX/MONTGOMERY
 BL2283  USGS QUAD   -  RICHARDS (1997)
 BL2283
 BL2283                         *CURRENT SURVEY CONTROL
 BL2283  ___________________________________________________________________
 BL2283* NAD 83(1993)-  30 32 56.84768(N)    095 48 33.82252(W)     ADJUSTED  
 BL2283* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 BL2283  ___________________________________________________________________
 BL2283  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BL2283  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BL2283
 BL2283  HORZ ORDER  -  FIRST
 BL2283
 BL2283.The horizontal coordinates were established by classical geodetic methods
 BL2283.and adjusted by the National Geodetic Survey in February 1996..
 BL2283
 BL2283.The orthometric height was scaled from a topographic map.
 BL2283
 BL2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2283
 BL2283.The geoid height was determined by GEOID03.
 BL2283
 BL2283;                    North         East     Units Scale Factor Converg.
 BL2283;SPC TX C     - 3,106,649.841 1,133,917.283   MT  0.99991269   +2 19 48.3
 BL2283;SPC TX C     -10,192,400.35  3,720,193.62   sFT  0.99991269   +2 19 48.3
 BL2283;UTM  15      - 3,382,995.418   230,491.958   MT  1.00049614   -1 25 43.7
 BL2283
 BL2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2283!SPC TX C     -   0.99998539  x   0.99991269  =   0.99989808
 BL2283!UTM  15      -   0.99998539  x   1.00049614  =   1.00048153
 BL2283
 BL2283|---------------------------------------------------------------------|
 BL2283| PID    Reference Object                     Distance      Geod. Az  |
 BL2283|                                                           dddmmss.s |
 BL2283| CV8165 BUNN RM 1                            44.766 METERS 13322     |
 BL2283| CV8164 BUNN AZ MK                                         2041735.5 |
 BL2283| CV8166 BUNN RM 2                            35.921 METERS 21909     |
 BL2283| BL2286 SHIRO MUNICIPAL TANK                APPROX.10.4 KM 3135204.8 |
 BL2283|---------------------------------------------------------------------|
 BL2283
 BL2283                          SUPERSEDED SURVEY CONTROL
 BL2283
 BL2283  NAD 83(1986)-  30 32 56.86103(N)    095 48 33.80565(W) AD(       ) 1
 BL2283  NAD 27      -  30 32 56.14300(N)    095 48 32.98700(W) AD(       ) 1
 BL2283
 BL2283.Superseded values are not recommended for survey control.
 BL2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2283.See file dsdata.txt to determine how the superseded data were derived.
 BL2283
 BL2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3049282995(NAD 83)
 BL2283_MARKER: DS = TRIANGULATION STATION DISK
 BL2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2283
 BL2283  HISTORY     - Date     Condition        Report By
 BL2283  HISTORY     - 1935     MONUMENTED       CGS
 BL2283  HISTORY     - 1937     GOOD             TXHD
 BL2283  HISTORY     - 1952     SEE DESCRIPTION  CGS
 BL2283
 BL2283                          STATION DESCRIPTION
 BL2283
 BL2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2283'THIS STATION IS ABOUT 2 MILES ENE OF RICHARDS.  ABOUT 13 MILES NE
 BL2283'OF ANDERSON AND ABOUT 19 MILES SW OF HUNTSVILLE.  AT S EDGE
 BL2283'OF PARTIAL CLEARING IN PINE WOODLAND.  THE PROPERTY IS BELIEVED
 BL2283'TO BE OWNED BY THE BUNN ESTATE.  THE STATION MARK IS 94 FEET
 BL2283'NW OF THE CENTER LINE OF DIRT ROAD.  43.4 FEET NNE OF 9-INCH
 BL2283'PINE TREE WITH TRIANGLE BLAZE AND 45.3 FEET S OF ANOTHER
 BL2283'9-INCH PINE TREE WITH TRIANGLE BLAZE.  THE MARK PROJECTS 3
 BL2283'INCHES.
 BL2283'
 BL2283'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL2283'BRONZE DISKS SET IN CONCRETE.
 BL2283'
 BL2283'REFERENCE MARK NO. 1 IS SE AND ACROSS ROAD FROM STATION.  24
 BL2283'FEET SE OF CENTER LINE OF DIRT ROAD.  THE MARK PROJECTS 3
 BL2283'INCHES.
 BL2283'
 BL2283'REFERENCE MARK NO. 2 IS SW OF THE STATION.  27 FEET NW OF
 BL2283'CENTER LINE OF DIRT ROAD.  74.8 FEET SW OF 9-INCH PINE TREE
 BL2283'WITH TRIANGLE BLAZE, WHICH IS 43.4 FEET SSW OF THE STATION,
 BL2283'3.5 FEET E OF TELEPHONE POLE.  THE MARK PROJECTS 5 INCHES.
 BL2283'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 181.44 FEET.
 BL2283'
 BL2283'THE AZIMUTH MARK IS SW OF THE STATION.  AT SE CORNER OF FIELD
 BL2283'WHERE DIRT ROAD TURNS SHARPLY W.  33 FEET W OF N AND S DIRT
 BL2283'ROAD.  42 FEET N OF E AND W DIRT ROAD.  18 FEET NNW OF 30-INCH
 BL2283'OAK TREE.  1 FOOT E OF FENCE LINE.  THE MARK PROJECTS 6 INCHES.
 BL2283'
 BL2283'TO REACH THE STATION FROM THE COURTHOUSE IN HUNTSVILLE GO SW
 BL2283'ON STATE HIGHWAY 45, 3.8 MILES TO JUSTICE STORE AND GAS STATION.
 BL2283'HERE TURN LEFT ON DIRT ROAD AND GO SW 6.15 MILES TO FORKS.
 BL2283'TAKE RIGHT FORK AND CONTINUE 2.45 MILES TO SIDE ROAD LEADING
 BL2283'S.  CONTINUE ON SAME ROAD 6.35 MILES TO SIDE ROAD TO RIGHT.
 BL2283'TURN RIGHT AND GO 2.45 MILES TO STATION ON RIGHT.
 BL2283'
 BL2283'A 100-FOOT SIGNAL AT HOKE IS VISIBLE AT 67 FEET.  A 100-FOOT
 BL2283'SIGNAL AT GIBBS IS VISIBLE AT 67 FEET.  AN 87-FOOT SIGNAL AT
 BL2283'FARRIS IS VISIBLE AT 67 FEET.  A 100-FOOT SIGNAL AT WALK IS
 BL2283'VISIBLE AT 55 FEET.  A 60-FOOT SIGNAL AT HURST IS VISIBLE AT 50
 BL2283'FEET.  AN 87-FOOT SIGNAL AT CRUTCHFIELD IS VISIBLE AT 45 FEET.
 BL2283
 BL2283                          STATION RECOVERY (1937)
 BL2283
 BL2283'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2283'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 BL2283'
 BL2283'NO ATTEMPT MADE TO RECOVER REFERENCE MARKS.
 BL2283
 BL2283                          STATION RECOVERY (1952)
 BL2283
 BL2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2283'THE STATION WAS RECOVERED.  THE SURFACE STATION MARK WAS
 BL2283'COMPLETELY BARED OF DIRT ON ONE SIDE DUE TO ROAD CONSTRUCTION AND
 BL2283'WAS LEANING BADLY.  THE UNDERGROUND STATION MARK WAS RECOVERED
 BL2283'IN GOOD CONDITION AND SHOWED NO EVIDENCE OF HAVING BEEN
 BL2283'DISTURBED.  THE SURFACE STATION MARK WAS DESTROYED AND A
 BL2283'MEASUREMENT AND DIRECTION WAS TAKEN TO THE BUNN 1935 UNDERGROUND
 BL2283'MARK FROM BUNN 2 1952.  THE BUNN 1935 REFERENCE MARKS NO. 1
 BL2283'AND NO. 2 WERE FOUND COMPLETELY UNEARTHED AND LAYING AT THE
 BL2283'TOP OF A CUT BANK AND WERE BOTH DESTROYED.  THE BUNN 1935
 BL2283'AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 BL2283'1935 STAMPING WAS EFFACED AND IT WAS USED AS THE AZIMUTH
 BL2283'MARK FOR BUNN 2 1952.  THERE IS APPARENT DANGER OF THE BUNN
 BL2283'1935 UNDERGROUND MARK BEING DESTROYED BY FUTURE WIND AND
 BL2283'RAIN EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2284 ***********************************************************************
 BL2284  DESIGNATION -  BUNN 2
 BL2284  PID         -  BL2284
 BL2284  STATE/COUNTY-  TX/MONTGOMERY
 BL2284  USGS QUAD   -  RICHARDS (1997)
 BL2284
 BL2284                         *CURRENT SURVEY CONTROL
 BL2284  ___________________________________________________________________
 BL2284* NAD 83(1993)-  30 32 56.72535(N)    095 48 34.48687(W)     ADJUSTED  
 BL2284* NAVD 88     -       119.96   (+/-2cm)     393.6    (feet)  VERTCON   
 BL2284  ___________________________________________________________________
 BL2284  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BL2284  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BL2284
 BL2284  HORZ ORDER  -  FIRST
 BL2284  VERT ORDER  -  THIRD ? (See Below)
 BL2284
 BL2284.The horizontal coordinates were established by classical geodetic methods
 BL2284.and adjusted by the National Geodetic Survey in February 1996..
 BL2284
 BL2284.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2284.The vertical order pertains to the NGVD 29 superseded value.
 BL2284
 BL2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2284
 BL2284.The geoid height was determined by GEOID03.
 BL2284
 BL2284;                    North         East     Units Scale Factor Converg.
 BL2284;SPC TX C     - 3,106,645.358 1,133,899.745   MT  0.99991270   +2 19 48.0
 BL2284;SPC TX C     -10,192,385.65  3,720,136.08   sFT  0.99991270   +2 19 48.0
 BL2284;UTM  15      - 3,382,992.092   230,474.153   MT  1.00049626   -1 25 44.1
 BL2284
 BL2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2284!SPC TX C     -   0.99998540  x   0.99991270  =   0.99989810
 BL2284!UTM  15      -   0.99998540  x   1.00049626  =   1.00048165
 BL2284
 BL2284|---------------------------------------------------------------------|
 BL2284| PID    Reference Object                     Distance      Geod. Az  |
 BL2284|                                                           dddmmss.s |
 BL2284| CV8169 BUNN 2 RM 4                          32.132 METERS 04749     |
 BL2284| BL2283 BUNN                                 18.103 METERS 07759     |
 BL2284| BL2280 POOL USFS LOOKOUT TOWER             APPROX. 9.1 KM 1144204.5 |
 BL2284| CV8167 BUNN 2 AZ MK                                       2022704.6 |
 BL2284| BL2288 SHIRO SINCLAIR PLINE MW MAST        APPROX.10.8 KM 3013254.1 |
 BL2284| BL2285 BUNN 2 RM A 1967                     28.929 METERS 33626     |
 BL2284| CV8168 BUNN 2 RM 3                          38.255 METERS 34321     |
 BL2284|---------------------------------------------------------------------|
 BL2284
 BL2284                          SUPERSEDED SURVEY CONTROL
 BL2284
 BL2284  NAD 83(1986)-  30 32 56.73870(N)    095 48 34.47007(W) AD(       ) 1
 BL2284  NAD 27      -  30 32 56.02100(N)    095 48 33.65200(W) AD(       ) 1
 BL2284  NGVD 29 (07/19/86)  119.95   (m)          393.5    (f) LEVELING    3  
 BL2284
 BL2284.Superseded values are not recommended for survey control.
 BL2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2284.See file dsdata.txt to determine how the superseded data were derived.
 BL2284
 BL2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3047482992(NAD 83)
 BL2284_MARKER: DS = TRIANGULATION STATION DISK
 BL2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2284
 BL2284  HISTORY     - Date     Condition        Report By
 BL2284  HISTORY     - 1952     MONUMENTED       CGS
 BL2284  HISTORY     - 1967     GOOD             CGS
 BL2284
 BL2284                          STATION DESCRIPTION
 BL2284
 BL2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2284'THE STATION IS LOCATED ABOUT 19.0 MILES SOUTHWEST OF HUNTSVILLE,
 BL2284'13.0 MILES NORTHEAST OF ANDERSON AND 2.0 MILES EAST-NORTHEAST
 BL2284'OF RICHARDS NEAR THE TOP OF A NORTH-SOUTH RIDGE.  IT IS
 BL2284'98.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 39.0 FEET
 BL2284'WEST OF THE CENTER OF A WOODS ROAD AND 3.5 FEET EAST OF A
 BL2284'WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED BUNN 2
 BL2284'1952.
 BL2284'
 BL2284'REFERENCE MARK NO. 3 IS LOCATED ON THE WEST SLOPE OF THE
 BL2284'RIDGE ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION
 BL2284'AND 24.0 FEET WEST OF THE CENTER OF A WOODS ROAD.  IT PROJECTS
 BL2284'2 INCHES AND IS STAMPED BUNN 2 NO 3 1952.
 BL2284'
 BL2284'REFERENCE MARK NO. 4 IS LOCATED ON TOP OF A SMALL RISE ABOUT
 BL2284'3.0 FEET ABOVE THE ELEVATION OF THE STATION.  IT IS 20.0
 BL2284'FEET SOUTH OF A SMALL DRAW LEADING NORTHEAST, PROJECTS 2
 BL2284'INCHES AND IS STAMPED BUNN 2 NO 4 1952.
 BL2284'
 BL2284'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE
 BL2284'MARK NO. 4 IS 124.25 FEET.
 BL2284'
 BL2284'THE AZIMUTH MARK IS LOCATED ACROSS A GRAVELED ROAD WEST OF
 BL2284'THE LONGSTREET COMMUNITY CENTER, 42.0 FEET NORTH OF THE
 BL2284'CENTER OF STATE ROUTE NO. 149, 36.0 FEET WEST OF THE CENTER
 BL2284'OF A GRAVELED ROAD, 4.0 FEET EAST OF A FENCE CORNER AND
 BL2284'1.0 FOOT NORTH OF A WITNESS POST.  IT PROJECTS 3 INCHES
 BL2284'AND IS STAMPED BUNN 2 1952.
 BL2284'
 BL2284'TO REACH THE STATION FROM THE RAILROAD STATION IN RICHARDS,
 BL2284'GO NORTH AND EAST ON STATE ROUTE NO. 149 FOR 1.9 MILES TO A
 BL2284'CROSSROAD JUST WEST OF THE LONGSTREET COMMUNITY CENTER AND
 BL2284'THE AZIMUTH MARK IN THE NORTHWEST ANGLE AS DESCRIBED.  TURN
 BL2284'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.2 MILE TO A T
 BL2284'ROAD RIGHT, TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 BL2284'0.1 MILE TO THE TOP OF THE RIDGE AND THE STATION ON THE
 BL2284'LEFT AS DESCRIBED.
 BL2284'
 BL2284'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL2284
 BL2284                          STATION RECOVERY (1967)
 BL2284
 BL2284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL2284'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 BL2284'CONDITION.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 BL2284'
 BL2284'THE STATION IS LOCATED ABOUT 19 MILES SOUTHWEST OF HUNTSVILLE, 13
 BL2284'MILES NORTHEAST OF ANDERSON AND 2 MILES EAST-NORTHEAST OF RICHARDS,
 BL2284'NEAR THE TOP OF A NORTH-SOUTH RIDGE.
 BL2284'
 BL2284'TO REACH THE STATION FROM THE RAILROAD STATION IN RICHARDS, GO
 BL2284'EASTERLY ON STATE HIGHWAY 149 FOR 1.9 MILES TO A CROSSROAD AND THE
 BL2284'AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION AND THE
 BL2284'LONGSTREET COMMUNITY CENTER BUILDING IN THE NORTHEAST ANGLE OF THE
 BL2284'INTERSECTION.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.25
 BL2284'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON A
 BL2284'PAVED ROAD FOR 0.1 MILE TO A GATE AND THE STATION ON THE LEFT.
 BL2284'
 BL2284'THE STATION MARK IS A STANDARD DISK STAMPED BUNN 2 1952, SET IN TOP
 BL2284'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 BL2284'SURFACE OF THE GROUND.  IT IS 71.5 FEET NORTH OF A WIRE FENCE, 40.5
 BL2284'FEET WEST OF A TRACK ROAD AND 3 FEET NORTH OF A METAL WITNESS
 BL2284'POST.
 BL2284'
 BL2284'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BUNN 2 NO 3 1952,
 BL2284'SET IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 10 INCHES
 BL2284'ABOVE THE SURFACE OF THE GROUND.  IT IS 33.5 FEET WEST OF AN 8-INCH
 BL2284'PINE TREE, 33.30 FEET NORTH OF TRIANGULATION STATION BUNN 2 RM A
 BL2284'AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 BL2284'
 BL2284'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BUNN 2 NO 4 1952,
 BL2284'SET IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 BL2284'ABOVE THE SURFACE OF THE GROUND.  IT IS 24 FEET WEST OF A 10-INCH
 BL2284'PINE TREE, 17 FEET NORTH OF A 16-INCH PINE TREE, 7.5 FEET
 BL2284'NORTHEAST OF THE CENTER OF THE TRACK ROAD AND ABOUT 3 FEET ABOVE THE
 BL2284'ELEVATION OF THE STATION.
 BL2284'
 BL2284'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BUNN 2
 BL2284'1952 AZIMUTH, SET IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 BL2284'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 43 FEET
 BL2284'NORTH-NORTHWEST OF THE CENTER OF HIGHWAY 149, 35 FEET
 BL2284'WEST-SOUTHWEST OF THE CENTER OF A PAVED ROAD, 3 FEET SOUTHWEST OF A
 BL2284'POWER POLE, 3 FEET EAST-SOUTHEAST OF A CORNER FENCE POST AND 2 FEET
 BL2284'EAST OF A METAL WITNESS POST.
 BL2284'
 BL2284'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BL2284'EAST-NORTHEAST OF RICHARDS.
 BL2284'
 BL2284'HEIGHT OF LIGHT ABOVE STATION MARK 85.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2285 ***********************************************************************
 BL2285  DESIGNATION -  BUNN 2 RM A 1967
 BL2285  PID         -  BL2285
 BL2285  STATE/COUNTY-  TX/MONTGOMERY
 BL2285  USGS QUAD   -  RICHARDS (1997)
 BL2285
 BL2285                         *CURRENT SURVEY CONTROL
 BL2285  ___________________________________________________________________
 BL2285* NAD 83(1993)-  30 32 57.58637(N)    095 48 34.92094(W)     ADJUSTED  
 BL2285* NAVD 88     -       118.6    (meters)     389.     (feet)  VERTCON   
 BL2285  ___________________________________________________________________
 BL2285  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BL2285  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BL2285
 BL2285  HORZ ORDER  -  FIRST
 BL2285
 BL2285.The horizontal coordinates were established by classical geodetic methods
 BL2285.and adjusted by the National Geodetic Survey in February 1996..
 BL2285
 BL2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2285
 BL2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2285
 BL2285.The geoid height was determined by GEOID03.
 BL2285
 BL2285;                    North         East     Units Scale Factor Converg.
 BL2285;SPC TX C     - 3,106,671.378 1,133,887.109   MT  0.99991266   +2 19 47.8
 BL2285;SPC TX C     -10,192,471.01  3,720,094.62   sFT  0.99991266   +2 19 47.8
 BL2285;UTM  15      - 3,383,018.900   230,463.244   MT  1.00049633   -1 25 44.3
 BL2285
 BL2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2285!SPC TX C     -   0.99998561  x   0.99991266  =   0.99989827
 BL2285!UTM  15      -   0.99998561  x   1.00049633  =   1.00048194
 BL2285
 BL2285:                Primary Azimuth Mark                     Grid Az
 BL2285:SPC TX C     -  WALK                                     087 30 08.6
 BL2285:UTM  15      -  WALK                                     091 15 40.7
 BL2285
 BL2285|---------------------------------------------------------------------|
 BL2285| PID    Reference Object                     Distance      Geod. Az  |
 BL2285|                                                           dddmmss.s |
 BL2285| BL2278 WALK                                APPROX.15.7 KM 0894956.4 |
 BL2285| BL2284 BUNN 2                               28.929 METERS 15626     |
 BL2285| BL2288 SHIRO SINCLAIR PLINE MW MAST        APPROX.10.8 KM 3012737.0 |
 BL2285|---------------------------------------------------------------------|
 BL2285
 BL2285                          SUPERSEDED SURVEY CONTROL
 BL2285
 BL2285  NAD 83(1986)-  30 32 57.59947(N)    095 48 34.90402(W) AD(       ) 1
 BL2285  NAD 27      -  30 32 56.88203(N)    095 48 34.08606(W) AD(       ) 1
 BL2285  NGVD 29 (07/19/86)  118.6    (m)          389.     (f) VERT ANG       
 BL2285
 BL2285.Superseded values are not recommended for survey control.
 BL2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2285.See file dsdata.txt to determine how the superseded data were derived.
 BL2285
 BL2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3046383019(NAD 83)
 BL2285_MARKER: DS = TRIANGULATION STATION DISK
 BL2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2285+STABILITY: SURFACE MOTION
 BL2285
 BL2285  HISTORY     - Date     Condition        Report By
 BL2285  HISTORY     - 1967     MONUMENTED       CGS
 BL2285
 BL2285                          STATION DESCRIPTION
 BL2285
 BL2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL2285'THE STATION IS ABOUT 19 MILES SOUTHWEST OF HUNTSVILLE, 13 MILES
 BL2285'NORTHEAST OF ANDERSON, AND 2 MILES EAST-NORTHEAST OF RICHARDS,
 BL2285'NEAR THE TOP OF A NORTH-SOUTH RIDGE.
 BL2285'
 BL2285'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED
 BL2285'BUNN 2 RM A 1966, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 BL2285'12 INCHES IN DIAMETER AND 14 INCHES BELOW THE GROUND SURFACE.  IT
 BL2285'IS 45 FEET SOUTHWEST OF A 10-INCH PINE TREE, 44 FEET NORTHWEST
 BL2285'OF WHERE THE DRIVEWAY ENTERS THE FIELD, AND 33.3 FEET SOUTH OF
 BL2285'BUNN 2 1952 REFERENCE MARK 3.
 BL2285'
 BL2285'A TRAVERSE CONNECTION WAS MADE TO BUNN 2 1952, THE DISTANCE
 BL2285'BEING 28.9294 METERS OR 94.912 FEET NORTH-NORTHWEST OF BUNN 2 1952.
 BL2285'
 BL2285'FOR ROUTE TO REACH THE STATION, SEE DESCRIPTION FOR BUNN 2 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1401 ***********************************************************************
 AH1401  DESIGNATION -  BUOY 1913
 AH1401  PID         -  AH1401
 AH1401  STATE/COUNTY-  TX/KENEDY
 AH1401  USGS QUAD   -  POTRERO CORTADO (1975)
 AH1401
 AH1401                         *CURRENT SURVEY CONTROL
 AH1401  ___________________________________________________________________
 AH1401* NAD 83(1993)-  27 01 29.58976(N)    097 22 47.64975(W)     ADJUSTED  
 AH1401* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1401  ___________________________________________________________________
 AH1401  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 AH1401  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AH1401
 AH1401  HORZ ORDER  -  THIRD
 AH1401
 AH1401.The horizontal coordinates were established by classical geodetic methods
 AH1401.and adjusted by the National Geodetic Survey in February 1996..
 AH1401
 AH1401.The orthometric height was scaled from a topographic map.
 AH1401
 AH1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1401
 AH1401.The geoid height was determined by GEOID03.
 AH1401
 AH1401;                    North         East     Units Scale Factor Converg.
 AH1401;SPC TX S     - 5,150,972.299   411,137.507   MT  0.99989488   +0 30 30.7
 AH1401;SPC TX S     -16,899,481.62  1,348,873.64   sFT  0.99989488   +0 30 30.7
 AH1401;UTM  14      - 2,990,224.222   660,715.522   MT  0.99991887   +0 44 10.7
 AH1401
 AH1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1401!SPC TX S     -   1.00000349  x   0.99989488  =   0.99989837
 AH1401!UTM  14      -   1.00000349  x   0.99991887  =   0.99992236
 AH1401
 AH1401:                Primary Azimuth Mark                     Grid Az
 AH1401:SPC TX S     -  GUM 1913                                 000 21 27.1
 AH1401:UTM  14      -  GUM 1913                                 000 07 47.1
 AH1401
 AH1401|---------------------------------------------------------------------|
 AH1401| PID    Reference Object                     Distance      Geod. Az  |
 AH1401|                                                           dddmmss.s |
 AH1401| AH1391 GUM 1913                            APPROX. 6.1 KM 0005157.8 |
 AH1401|---------------------------------------------------------------------|
 AH1401
 AH1401                          SUPERSEDED SURVEY CONTROL
 AH1401
 AH1401  NAD 83(1986)-  27 01 29.60889(N)    097 22 47.62412(W) AD(       ) 3
 AH1401  NAD 27      -  27 01 28.42000(N)    097 22 46.67700(W) AD(       ) 3
 AH1401
 AH1401.Superseded values are not recommended for survey control.
 AH1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1401.See file dsdata.txt to determine how the superseded data were derived.
 AH1401
 AH1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6071690224(NAD 83)
 AH1401_MARKER: Z = SEE DESCRIPTION
 AH1401_SETTING: 0 = UNSPECIFIED SETTING
 AH1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1401
 AH1401  HISTORY     - Date     Condition        Report By
 AH1401  HISTORY     - 1913     MONUMENTED       CGS
 AH1401  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1401
 AH1401                          STATION DESCRIPTION
 AH1401
 AH1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1401'A SEARCH WAS MADE IN THE AREA WHERE THE STATION WOULD BE
 AH1401'LOCATED.  NO STATION OR REMAINS OF A STATION COULD BE FOUND.
 AH1401'STATION MAY BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0752 ***********************************************************************
 EM0752  DESIGNATION -  BURKBURNETT N MUNICIPAL TANK
 EM0752  PID         -  EM0752
 EM0752  STATE/COUNTY-  TX/WICHITA
 EM0752  USGS QUAD   -  BURKBURNETT (1981)
 EM0752
 EM0752                         *CURRENT SURVEY CONTROL
 EM0752  ___________________________________________________________________
 EM0752* NAD 83(1993)-  34 05 52.84437(N)    098 34 23.36401(W)     ADJUSTED  
 EM0752* NAVD 88     -                                                        
 EM0752  ___________________________________________________________________
 EM0752  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 EM0752  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EM0752
 EM0752  HORZ ORDER  -  THIRD
 EM0752
 EM0752.The horizontal coordinates were established by classical geodetic methods
 EM0752.and adjusted by the National Geodetic Survey in February 1996..
 EM0752
 EM0752
 EM0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0752
 EM0752.The geoid height was determined by GEOID03.
 EM0752
 EM0752;                    North         East     Units Scale Factor Converg.
 EM0752;SPC TXNC     - 2,269,631.426   593,248.944   MT  1.00003928   -0 02 23.6
 EM0752;SPC TXNC     - 7,446,282.44  1,946,350.91   sFT  1.00003928   -0 02 23.6
 EM0752;UTM  14      - 3,773,105.697   539,372.863   MT  0.99961911   +0 14 21.5
 EM0752
 EM0752                          SUPERSEDED SURVEY CONTROL
 EM0752
 EM0752  NAD 83(1993)-  34 05 52.84445(N)    098 34 23.36382(W) AD(       ) 4
 EM0752  NAD 83(1986)-  34 05 52.84839(N)    098 34 23.35095(W) AD(       ) 4
 EM0752  NAD 27      -  34 05 52.51314(N)    098 34 22.14175(W) AD(       ) 3
 EM0752
 EM0752.Superseded values are not recommended for survey control.
 EM0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0752.See file dsdata.txt to determine how the superseded data were derived.
 EM0752
 EM0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3937373106(NAD 83)
 EM0752
 EM0752  HISTORY     - Date     Condition        Report By
 EM0752  HISTORY     - 1965     MONUMENTED       CGS
 EM0752  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 EM0752
 EM0752                          STATION DESCRIPTION
 EM0752
 EM0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0752'THE STATION IS THE CENTER OF THE TOP OF A DOUBLE ELLIPSOIDAL
 EM0752'ELEVATED TANK, SUPPORTED BY 4 LEGS AND HAS AN OVERALL HEIGHT OF
 EM0752'142 FEET.  IT IS LOCATED ON 4TH STREET BETWEEN AVENUES B AND C
 EM0752'IN THE NORTH CENTER OF TOWN.
 EM0752
 EM0752                          STATION RECOVERY (2001)
 EM0752
 EM0752'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 EM0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0751 ***********************************************************************
 EM0751  DESIGNATION -  BURKBURNETT S MUNICIPAL TANK
 EM0751  PID         -  EM0751
 EM0751  STATE/COUNTY-  TX/WICHITA
 EM0751  USGS QUAD   -  BURKBURNETT (1981)
 EM0751
 EM0751                         *CURRENT SURVEY CONTROL
 EM0751  ___________________________________________________________________
 EM0751* NAD 83(1993)-  34 04 49.91382(N)    098 34 04.93744(W)     ADJUSTED  
 EM0751* NAVD 88     -                                                        
 EM0751  ___________________________________________________________________
 EM0751  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 EM0751  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EM0751
 EM0751  HORZ ORDER  -  THIRD
 EM0751
 EM0751.The horizontal coordinates were established by classical geodetic methods
 EM0751.and adjusted by the National Geodetic Survey in February 1996..
 EM0751
 EM0751
 EM0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0751
 EM0751.The geoid height was determined by GEOID03.
 EM0751
 EM0751;                    North         East     Units Scale Factor Converg.
 EM0751;SPC TXNC     - 2,267,692.008   593,720.034   MT  1.00003375   -0 02 13.6
 EM0751;SPC TXNC     - 7,439,919.53  1,947,896.48   sFT  1.00003375   -0 02 13.6
 EM0751;UTM  14      - 3,771,169.405   539,853.196   MT  0.99961958   +0 14 31.4
 EM0751
 EM0751                          SUPERSEDED SURVEY CONTROL
 EM0751
 EM0751  NAD 83(1993)-  34 04 49.91389(N)    098 34 04.93726(W) AD(       ) 4
 EM0751  NAD 83(1986)-  34 04 49.91774(N)    098 34 04.92442(W) AD(       ) 4
 EM0751  NAD 27      -  34 04 49.58154(N)    098 34 03.71620(W) AD(       ) 3
 EM0751
 EM0751.Superseded values are not recommended for survey control.
 EM0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0751.See file dsdata.txt to determine how the superseded data were derived.
 EM0751
 EM0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3985371169(NAD 83)
 EM0751
 EM0751  HISTORY     - Date     Condition        Report By
 EM0751  HISTORY     - 1965     MONUMENTED       CGS
 EM0751  HISTORY     - 20010525 GOOD             USPSQD
 EM0751
 EM0751                          STATION DESCRIPTION
 EM0751
 EM0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0751'THE STATION IS THE CENTER OF THE TOP OF A DOUBLE ELLIPSOIDAL
 EM0751'ELEVATED TANK, SUPPORTED BY 4 LEGS AND HAS AN OVERALL HEIGHT
 EM0751'OF 161 FEET.  IT IS LOCATED ON KRAMER ROAD JUST EAST OF SOUTH
 EM0751'AVENUE D AT THE SOUTH EDGE OF TOWN.
 EM0751
 EM0751                          STATION RECOVERY (2001)
 EM0751
 EM0751'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 EM0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0458 ***********************************************************************
 CT0458  DESIGNATION -  BURKETT
 CT0458  PID         -  CT0458
 CT0458  STATE/COUNTY-  TX/COLEMAN
 CT0458  USGS QUAD   -  CROSS CUT (1987)
 CT0458
 CT0458                         *CURRENT SURVEY CONTROL
 CT0458  ___________________________________________________________________
 CT0458* NAD 83(1993)-  32 00 55.37352(N)    099 12 01.74678(W)     ADJUSTED  
 CT0458* NAVD 88     -       525.209  (meters)    1723.12   (feet)  ADJUSTED  
 CT0458  ___________________________________________________________________
 CT0458  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CT0458  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CT0458  DYNAMIC HT  -         524.524 (meters)    1720.88  (feet)  COMP
 CT0458  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 CT0458
 CT0458  HORZ ORDER  -  FIRST
 CT0458  VERT ORDER  -  SECOND    CLASS 0
 CT0458
 CT0458.The horizontal coordinates were established by classical geodetic methods
 CT0458.and adjusted by the National Geodetic Survey in February 1996..
 CT0458
 CT0458.The orthometric height was determined by differential leveling
 CT0458.and adjusted by the National Geodetic Survey in June 1991..
 CT0458
 CT0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0458
 CT0458.The geoid height was determined by GEOID03.
 CT0458
 CT0458.The dynamic height is computed by dividing the NAVD 88
 CT0458.geopotential number by the normal gravity value computed on the
 CT0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0458.degrees latitude (g = 980.6199 gals.).
 CT0458
 CT0458.The modeled gravity was interpolated from observed gravity values.
 CT0458
 CT0458;                    North         East     Units Scale Factor Converg.
 CT0458;SPC TX C     - 3,260,927.849   807,030.736   MT  1.00003814   +0 35 00.5
 CT0458;SPC TX C     -10,698,560.78  2,647,733.34   sFT  1.00003814   +0 35 00.5
 CT0458;SPC TXNC     - 2,038,891.242   533,818.194   MT  1.00003476   -0 22 55.3
 CT0458;SPC TXNC     - 6,689,262.35  1,751,368.52   sFT  1.00003476   -0 22 55.3
 CT0458;UTM  14      - 3,542,158.184   481,066.245   MT  0.99960442   -0 06 22.6
 CT0458
 CT0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0458!SPC TX C     -   0.99992173  x   1.00003814  =   0.99995986
 CT0458!SPC TXNC     -   0.99992173  x   1.00003476  =   0.99995648
 CT0458!UTM  14      -   0.99992173  x   0.99960442  =   0.99952618
 CT0458
 CT0458:                Primary Azimuth Mark                     Grid Az
 CT0458:SPC TX C     -  CROSS PLAINS IRRIGATION TANK             015 59 35.2
 CT0458:SPC TXNC     -  CROSS PLAINS IRRIGATION TANK             016 57 31.0
 CT0458:UTM  14      -  CROSS PLAINS IRRIGATION TANK             016 40 58.3
 CT0458
 CT0458|---------------------------------------------------------------------|
 CT0458| PID    Reference Object                     Distance      Geod. Az  |
 CT0458|                                                           dddmmss.s |
 CT0458| CT1068 CROSS PLAINS IRRIGATION TANK        APPROX.13.5 KM 0163435.7 |
 CT0458| CT1017 RISING STAR MUNICIPAL TANK          APPROX.24.0 KM 0675924.4 |
 CT0458| CT0457 BURKETT RM 1                         21.237 METERS 18458     |
 CT0458| CT0454 BURKETT AZ MK                                      2423740.7 |
 CT0458| CT0456 BURKETT RM 2                         24.795 METERS 30152     |
 CT0458|---------------------------------------------------------------------|
 CT0458
 CT0458                          SUPERSEDED SURVEY CONTROL
 CT0458
 CT0458  NAD 83(1986)-  32 00 55.38213(N)    099 12 01.73454(W) AD(       ) 1
 CT0458  NAD 27      -  32 00 54.87000(N)    099 12 00.50900(W) AD(       ) 1
 CT0458  NGVD 29 (??/??/92)  525.075  (m)         1722.68   (f) ADJ UNCH    2 0
 CT0458
 CT0458.Superseded values are not recommended for survey control.
 CT0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0458.See file dsdata.txt to determine how the superseded data were derived.
 CT0458
 CT0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA8106642158(NAD 83)
 CT0458_MARKER: DS = TRIANGULATION STATION DISK
 CT0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0458_STAMPING: BURKETT 1935
 CT0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0458+STABILITY: SURFACE MOTION
 CT0458
 CT0458  HISTORY     - Date     Condition        Report By
 CT0458  HISTORY     - 1935     MONUMENTED       CGS
 CT0458  HISTORY     - 1937     GOOD             TXHD
 CT0458  HISTORY     - 1944     GOOD             CGS
 CT0458  HISTORY     - 1944     GOOD             NGS
 CT0458
 CT0458                          STATION DESCRIPTION
 CT0458
 CT0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT0458'STATION IS ON PARTIALLY CLEARED GROUND ABOUT 1-1/4 MILES E
 CT0458'AND 1-1/2 MILES N OF BURKETT, THE HIGHEST IN THE VICINITY.
 CT0458'MARK IS SET IN ABOUT THE CENTER OF THE WIDTH OF THE HILL.
 CT0458'
 CT0458'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CT0458'DISKS SET IN CONCRETE.
 CT0458'
 CT0458'REFERENCE MARK 1 IS S OF THE STATION.
 CT0458'
 CT0458'REFERENCE MARK 2 IS WNW OF THE STATION.
 CT0458'
 CT0458'AZIMUTH MARK IS 23 FEET N OF THE CENTER LINE OF THE ROAD, AND
 CT0458'3 FEET N OF FENCE LINE.  TO REACH FROM STATION, GO NW FROM
 CT0458'STATION TO N-S ROAD, THENCE S 0.25 MILE, AND THEN W 0.5 MILE
 CT0458'TO MARK ON N SIDE OF ROAD.
 CT0458'
 CT0458'ALL MARKS PROJECT ABOUT 6 INCHES ABOVE GROUND.
 CT0458'
 CT0458'TO REACH STATION FROM THE POST OFFICE IN BURKETT, GO E AND N
 CT0458'ON HIGHWAY FOR 0.8 MILE, TURN RIGHT (E) OFF HIGHWAY ONTO GRADED
 CT0458'DIRT CROSS ROAD AND GO 1.25 MILE, OR 0.3 MILE AFTER PASSING
 CT0458'SMALL WHITE HOUSE ON RIGHT, TO A GRADED T-ROAD (DIRT) N.
 CT0458'GO N ON T-ROAD FOR 0.25 MILE TO TOP OF GRADE AND GATE ON RIGHT.
 CT0458'GO THROUGH GATE AND GO SE ABOUT 0.15 MILE TO TOP OF HILL
 CT0458'AND STATION.
 CT0458'
 CT0458'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CT0458
 CT0458                          STATION RECOVERY (1937)
 CT0458
 CT0458'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CT0458'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 CT0458'CONDITION AS DESCRIBED.  AZIMUTH MARK WAS NOT FOUND.  DESCRIPTION
 CT0458'FOR LOCATING STATION IS ADEQUATE.
 CT0458
 CT0458                          STATION RECOVERY (1944)
 CT0458
 CT0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CT0458'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 CT0458'BY C.I.A. IN 1935 WAS FOUND TO BE COMPLETE AND ADEQUATE.
 CT0458
 CT0458                          STATION RECOVERY (1944)
 CT0458
 CT0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 CT0458'2.5 MI NE FROM BURKETT.
 CT0458'0.8 MILE NORTH ALONG STATE HIGHWAY 206 FROM THE POST OFFICE AT
 CT0458'BURKETT, THENCE 1.3 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 0.3 MILE
 CT0458'NORTH ALONG A DIRT ROAD, THENCE 0.15 MILE SOUTHEAST TO THE TOP OF A
 CT0458'HILL.  A TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE
 CT0458'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0454 ***********************************************************************
 CT0454  DESIGNATION -  BURKETT AZ MK
 CT0454  PID         -  CT0454
 CT0454  STATE/COUNTY-  TX/COLEMAN
 CT0454  USGS QUAD   -  CROSS CUT (1987)
 CT0454
 CT0454                         *CURRENT SURVEY CONTROL
 CT0454  ___________________________________________________________________
 CT0454* NAD 83(1986)-  32 00 38.     (N)    099 12 39.     (W)     SCALED    
 CT0454* NAVD 88     -       498.830  (meters)    1636.58   (feet)  ADJUSTED  
 CT0454  ___________________________________________________________________
 CT0454  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CT0454  DYNAMIC HT  -         498.179 (meters)    1634.44  (feet)  COMP
 CT0454  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 CT0454
 CT0454  VERT ORDER  -  SECOND    CLASS 0
 CT0454
 CT0454.The horizontal coordinates were scaled from a topographic map and have
 CT0454.an estimated accuracy of +/- 6 seconds.
 CT0454
 CT0454.The orthometric height was determined by differential leveling
 CT0454.and adjusted by the National Geodetic Survey in June 1991..
 CT0454
 CT0454.The geoid height was determined by GEOID03.
 CT0454
 CT0454.The dynamic height is computed by dividing the NAVD 88
 CT0454.geopotential number by the normal gravity value computed on the
 CT0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0454.degrees latitude (g = 980.6199 gals.).
 CT0454
 CT0454.The modeled gravity was interpolated from observed gravity values.
 CT0454
 CT0454;                    North         East    Units  Estimated Accuracy
 CT0454;SPC TX C     - 3,260,380.      806,060.      MT  (+/- 180 meters Scaled)
 CT0454
 CT0454                          SUPERSEDED SURVEY CONTROL
 CT0454
 CT0454  NGVD 29 (??/??/92)  498.694  (m)         1636.13   (f) ADJ UNCH    2 0
 CT0454
 CT0454.Superseded values are not recommended for survey control.
 CT0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0454.See file dsdata.txt to determine how the superseded data were derived.
 CT0454
 CT0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA800416(NAD 83)
 CT0454_MARKER: DZ = AZIMUTH MARK DISK
 CT0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0454_STAMPING: BURKETT 1935
 CT0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0454+STABILITY: SURFACE MOTION
 CT0454
 CT0454  HISTORY     - Date     Condition        Report By
 CT0454  HISTORY     - 1935     MONUMENTED       CGS
 CT0454  HISTORY     - 1944     GOOD             NGS
 CT0454
 CT0454                          STATION DESCRIPTION
 CT0454
 CT0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CT0454'1.7 MI NE FROM BURKETT.
 CT0454'1.7 MILES NORTHEAST 0.8 MILE NORTH ALONG STATE HIGHWAY 206 FROM THE
 CT0454'POST OFFICE AT BURKETT, THENCE 0.9 MILE NORTHEAST ALONG A DIRT ROAD,
 CT0454'0.1 MILE NORTHWEST OF A SMALL WHITE FARMHOUSE, AT A CURVE OF THE ROAD,
 CT0454'23 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 3 FEET NORTH OF A
 CT0454'FENCE LINE.  AN AZIMUTH MARK DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0457 ***********************************************************************
 CT0457  DESIGNATION -  BURKETT RM 1
 CT0457  PID         -  CT0457
 CT0457  STATE/COUNTY-  TX/COLEMAN
 CT0457  USGS QUAD   -  CROSS CUT (1987)
 CT0457
 CT0457                         *CURRENT SURVEY CONTROL
 CT0457  ___________________________________________________________________
 CT0457* NAD 83(1986)-  32 00 55.     (N)    099 12 01.     (W)     SCALED    
 CT0457* NAVD 88     -       525.042  (meters)    1722.58   (feet)  ADJUSTED  
 CT0457  ___________________________________________________________________
 CT0457  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CT0457  DYNAMIC HT  -         524.358 (meters)    1720.33  (feet)  COMP
 CT0457  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 CT0457
 CT0457  VERT ORDER  -  SECOND    CLASS 0
 CT0457
 CT0457.The horizontal coordinates were scaled from a topographic map and have
 CT0457.an estimated accuracy of +/- 6 seconds.
 CT0457
 CT0457.The orthometric height was determined by differential leveling
 CT0457.and adjusted by the National Geodetic Survey in June 1991..
 CT0457
 CT0457.The geoid height was determined by GEOID03.
 CT0457
 CT0457.The dynamic height is computed by dividing the NAVD 88
 CT0457.geopotential number by the normal gravity value computed on the
 CT0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0457.degrees latitude (g = 980.6199 gals.).
 CT0457
 CT0457.The modeled gravity was interpolated from observed gravity values.
 CT0457
 CT0457;                    North         East    Units  Estimated Accuracy
 CT0457;SPC TX C     - 3,260,920.      807,050.      MT  (+/- 180 meters Scaled)
 CT0457
 CT0457                          SUPERSEDED SURVEY CONTROL
 CT0457
 CT0457  NGVD 29 (??/??/92)  524.908  (m)         1722.14   (f) ADJ UNCH    2 0
 CT0457
 CT0457.Superseded values are not recommended for survey control.
 CT0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0457.See file dsdata.txt to determine how the superseded data were derived.
 CT0457
 CT0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA810421(NAD 83)
 CT0457_MARKER: DR = REFERENCE MARK DISK
 CT0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0457_STAMPING: BURKETT NO. 1 1935
 CT0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0457+STABILITY: SURFACE MOTION
 CT0457
 CT0457  HISTORY     - Date     Condition        Report By
 CT0457  HISTORY     - 1935     MONUMENTED       CGS
 CT0457  HISTORY     - 1944     GOOD             NGS
 CT0457
 CT0457                          STATION DESCRIPTION
 CT0457
 CT0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CT0457'2.5 MI NE FROM BURKETT.
 CT0457'0.8 MILE NORTH ALONG STATE HIGHWAY 206 FROM THE POST OFFICE AT
 CT0457'BURKETT, THENCE 1.3 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 0.3 MILE
 CT0457'NORTH ALONG A DIRT ROAD, THENCE 0.15 MILE SOUTHEAST TO THE TOP OF A
 CT0457'HILL, AND 69.6 FEET SOUTH OF THE STATION.  A REFERENCE-MARK DISK, SET
 CT0457'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0456 ***********************************************************************
 CT0456  DESIGNATION -  BURKETT RM 2
 CT0456  PID         -  CT0456
 CT0456  STATE/COUNTY-  TX/COLEMAN
 CT0456  USGS QUAD   -  CROSS CUT (1987)
 CT0456
 CT0456                         *CURRENT SURVEY CONTROL
 CT0456  ___________________________________________________________________
 CT0456* NAD 83(1986)-  32 00 55.     (N)    099 12 01.     (W)     SCALED    
 CT0456* NAVD 88     -       524.826  (meters)    1721.87   (feet)  ADJUSTED  
 CT0456  ___________________________________________________________________
 CT0456  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CT0456  DYNAMIC HT  -         524.142 (meters)    1719.62  (feet)  COMP
 CT0456  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 CT0456
 CT0456  VERT ORDER  -  SECOND    CLASS 0
 CT0456
 CT0456.The horizontal coordinates were scaled from a topographic map and have
 CT0456.an estimated accuracy of +/- 6 seconds.
 CT0456
 CT0456.The orthometric height was determined by differential leveling
 CT0456.and adjusted by the National Geodetic Survey in June 1991..
 CT0456
 CT0456.The geoid height was determined by GEOID03.
 CT0456
 CT0456.The dynamic height is computed by dividing the NAVD 88
 CT0456.geopotential number by the normal gravity value computed on the
 CT0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0456.degrees latitude (g = 980.6199 gals.).
 CT0456
 CT0456.The modeled gravity was interpolated from observed gravity values.
 CT0456
 CT0456;                    North         East    Units  Estimated Accuracy
 CT0456;SPC TX C     - 3,260,920.      807,050.      MT  (+/- 180 meters Scaled)
 CT0456
 CT0456                          SUPERSEDED SURVEY CONTROL
 CT0456
 CT0456  NGVD 29 (??/??/92)  524.692  (m)         1721.43   (f) ADJ UNCH    2 0
 CT0456
 CT0456.Superseded values are not recommended for survey control.
 CT0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0456.See file dsdata.txt to determine how the superseded data were derived.
 CT0456
 CT0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA810421(NAD 83)
 CT0456_MARKER: DR = REFERENCE MARK DISK
 CT0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0456_STAMPING: BURKETT NO. 2 1935
 CT0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0456+STABILITY: SURFACE MOTION
 CT0456
 CT0456  HISTORY     - Date     Condition        Report By
 CT0456  HISTORY     - 1935     MONUMENTED       CGS
 CT0456  HISTORY     - 1944     GOOD             NGS
 CT0456
 CT0456                          STATION DESCRIPTION
 CT0456
 CT0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CT0456'2.5 MI NE FROM BURKETT.
 CT0456'0.8 MILE NORTH ALONG STATE HIGHWAY 206 FROM THE POST OFFICE AT
 CT0456'BURKETT, THENCE 1.3 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 0.3 MILE
 CT0456'NORTH ALONG A DIRT ROAD, THENCE 0.15 MILE SOUTHEAST TO THE TOP OF A
 CT0456'HILL, AND 81.3 FEET NORTHWEST OF THE STATION.  A REFERENCE-MARK DISK,
 CT0456'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3234 ***********************************************************************
 BK3234  DESIGNATION -  BURKEVILLE LOOKOUT TOWER
 BK3234  PID         -  BK3234
 BK3234  STATE/COUNTY-  TX/NEWTON
 BK3234  USGS QUAD   -  SHANKLERVILLE (1984)
 BK3234
 BK3234                         *CURRENT SURVEY CONTROL
 BK3234  ___________________________________________________________________
 BK3234* NAD 83(1993)-  30 56 14.85540(N)    093 40 00.94384(W)     ADJUSTED  
 BK3234* NAVD 88     -                                                        
 BK3234  ___________________________________________________________________
 BK3234  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 BK3234  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BK3234
 BK3234  HORZ ORDER  -  THIRD
 BK3234
 BK3234.The horizontal coordinates were established by classical geodetic methods
 BK3234.and adjusted by the National Geodetic Survey in February 1996..
 BK3234
 BK3234
 BK3234.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3234
 BK3234.The geoid height was determined by GEOID03.
 BK3234
 BK3234;                    North         East     Units Scale Factor Converg.
 BK3234;SPC TX C     - 3,159,955.145 1,336,629.013   MT  0.99988236   +3 26 00.9
 BK3234;SPC TX C     -10,367,286.17  4,385,257.02   sFT  0.99988236   +3 26 00.9
 BK3234;UTM  15      - 3,422,861.582   436,288.733   MT  0.99965007   -0 20 34.4
 BK3234
 BK3234                          SUPERSEDED SURVEY CONTROL
 BK3234
 BK3234  NAD 83(1986)-  30 56 14.86381(N)    093 40 00.93955(W) AD(       ) 4
 BK3234  NAD 27      -  30 56 14.14865(N)    093 40 00.31141(W) AD(       ) 3
 BK3234
 BK3234.Superseded values are not recommended for survey control.
 BK3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3234.See file dsdata.txt to determine how the superseded data were derived.
 BK3234
 BK3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3628922862(NAD 83)
 BK3234_MARKER: 57 = LOOKOUT TOWER
 BK3234
 BK3234  HISTORY     - Date     Condition        Report By
 BK3234  HISTORY     - 1966     FIRST OBSERVED   CGS
 BK3234
 BK3234                          STATION DESCRIPTION
 BK3234
 BK3234'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3234'THE POINT OBSERVED WAS THE TOP OF THE PYRAMIDAL ROOF OF A SMALL
 BK3234'HOUSE SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND THE OVERALL HEIGH
 BK3234'ABOUT 110 FEET.  THE TOWER IS LOCATED ABOUT 4 1/2 MILES SOUTH OF
 BK3234'BURKEVILLE AND BETWEEN STATE HIGHWAY 87 AND FARM ROAD 1414.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0695 ***********************************************************************
 AO0695  DESIGNATION -  BURKS
 AO0695  PID         -  AO0695
 AO0695  STATE/COUNTY-  TX/LA SALLE
 AO0695  USGS QUAD   -  CAIMAN CREEK NE (1974)
 AO0695
 AO0695                         *CURRENT SURVEY CONTROL
 AO0695  ___________________________________________________________________
 AO0695* NAD 83(1993)-  28 14 11.18836(N)    099 00 41.32414(W)     ADJUSTED  
 AO0695* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 AO0695  ___________________________________________________________________
 AO0695  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AO0695  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AO0695
 AO0695  HORZ ORDER  -  FIRST
 AO0695
 AO0695.The horizontal coordinates were established by classical geodetic methods
 AO0695.and adjusted by the National Geodetic Survey in February 1996..
 AO0695
 AO0695.The orthometric height was scaled from a topographic map.
 AO0695
 AO0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0695
 AO0695.The geoid height was determined by GEOID03.
 AO0695
 AO0695;                    North         East     Units Scale Factor Converg.
 AO0695;SPC TXSC     - 4,044,677.849   598,873.334   MT  1.00004540   -0 00 20.2
 AO0695;SPC TXSC     -13,269,913.91  1,964,803.60   sFT  1.00004540   -0 00 20.2
 AO0695;UTM  14      - 3,123,394.680   498,873.836   MT  0.99960002   -0 00 19.6
 AO0695
 AO0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0695!SPC TXSC     -   0.99998243  x   1.00004540  =   1.00002783
 AO0695!UTM  14      -   0.99998243  x   0.99960002  =   0.99958246
 AO0695
 AO0695:                Primary Azimuth Mark                     Grid Az
 AO0695:SPC TXSC     -  RURAL ABANDONED CATH CH SPIRE            004 30 56.3
 AO0695:UTM  14      -  RURAL ABANDONED CATH CH SPIRE            004 30 55.7
 AO0695
 AO0695|---------------------------------------------------------------------|
 AO0695| PID    Reference Object                     Distance      Geod. Az  |
 AO0695|                                                           dddmmss.s |
 AO0695| AO0684 RURAL ABANDONED CATH CH SPIRE       APPROX.12.0 KM 0043036.1 |
 AO0695| CV4398 BURKS RM 1                           26.104 METERS 20859     |
 AO0695| CV4399 BURKS RM 2                           25.064 METERS 32856     |
 AO0695| CV4397 BURKS AZ MK                                        3302358.0 |
 AO0695|---------------------------------------------------------------------|
 AO0695
 AO0695                          SUPERSEDED SURVEY CONTROL
 AO0695
 AO0695  NAD 83(1986)-  28 14 11.18927(N)    099 00 41.29930(W) AD(       ) 1
 AO0695  NAD 27      -  28 14 10.18200(N)    099 00 40.20800(W) AD(       ) 1
 AO0695
 AO0695.Superseded values are not recommended for survey control.
 AO0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0695.See file dsdata.txt to determine how the superseded data were derived.
 AO0695
 AO0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9887423395(NAD 83)
 AO0695_MARKER: DS = TRIANGULATION STATION DISK
 AO0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0695_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0695
 AO0695  HISTORY     - Date     Condition        Report By
 AO0695  HISTORY     - 1935     MONUMENTED       CGS
 AO0695  HISTORY     - 1974     GOOD             USGS
 AO0695
 AO0695                          STATION DESCRIPTION
 AO0695
 AO0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0695'STATION IS LOCATED ON BURKS RANCH, 19 MILES SE OF COTULLA,
 AO0695'5.75 MILES NNW OF BURKS RANCH HOUSE, ON A RIDGE JUST TO THE
 AO0695'S OF A VERY DIM E AND W ROAD AND 300 FEET E OF GATE LEADING
 AO0695'FROM WELL DEFINED PASTURE (N AND S) ROAD INTO THIS DIM ROAD.
 AO0695'
 AO0695'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0695'BRONZE DISKS SET IN CONCRETE.
 AO0695'
 AO0695'REFERENCE MARK NO. 1 IS SW OF STATION.
 AO0695'
 AO0695'REFERENCE MARK NO. 2 IS NW OF STATION.
 AO0695'
 AO0695'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NW OF STATION.
 AO0695'
 AO0695'REACHED FROM POST OFFICE, IN COTULLA BY GOING S ON STREET
 AO0695'IN FRONT OF POST OFFICE FOR 4.5 BLOCKS, THEN TURN LEFT ACROSS
 AO0695'RAILROAD AT COTULLA MACHINE SHOP FOR 4 BLOCKS, TURN RIGHT AT
 AO0695'IGLESIA METODISTA FOR 1 BLOCK, TURN LEFT AT SINCLAIR STATION
 AO0695'AND FOLLOW MAIN RIVER ROAD FOR 1.3 MILES S, TURN LEFT AT END
 AO0695'OF ROAD FOR 6.9 MILES, TURN RIGHT AT ANOTHER ROAD END AND
 AO0695'FOLLOW MAIN ROAD FOR 2.35 MILES, KEEP STRAIGHT AT T-ROAD
 AO0695'RIGHT FOR 2.6 MILES, TURN LEFT AT CORRAL AND 2-STORY HOUSE
 AO0695'ON RIGHT FOR 0.9 MILE, TURN SHARP RIGHT AND FOLLOW MAIN FORT
 AO0695'EWELL ROAD SSE FOR 9.8 MILES, OR FOR 2.5 MILES AFTER PASSING
 AO0695'THROUGH CATTLE GUARD AT BURKS RANCH POSTED SIGN, TURN LEFT
 AO0695'ONTO PASTURE ROAD JUST BEFORE REACHING PLANK BRIDGE,
 AO0695'FOLLOW THIS PASTURE ROAD 2.45 MILES, TAKE LEFT FORK AT
 AO0695'ANOTHER BURKS RANCH POSTED SIGN AND GO 1.1 MILES TO
 AO0695'GATE, PASS THROUGH IT AND GO ABOUT 300 FEET E TO TOP OF RIDGE
 AO0695'AND STATION.
 AO0695'
 AO0695'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0695
 AO0695                          STATION RECOVERY (1974)
 AO0695
 AO0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RJP)
 AO0695'FROM THE POST OFFICE AT COTULLA, TX GO 1 BLK S. TO STATE HWY
 AO0695'97 THENCE 0.7 MI E. TO FM 624, THENCE 19.3 MI S. TO LOCKED
 AO0695'GATE ON LEFT, GO E. THRU GATE 0.45 MI TO A SHARP TURN N.,
 AO0695'GO N. AND E. 2 MI AND GO THRU GATE, FOLLOW FENCE S. 0.2
 AO0695'MI THEN TURN NE ALONG CLEARING 0.05 MI TO TOP RISE AND STATION
 AO0695'ON THE LEFT.  STATION IS ON LAND OWNED BY L.L. GRAHAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0644 ***********************************************************************
 EO0644  DESIGNATION -  BURKS
 EO0644  PID         -  EO0644
 EO0644  STATE/COUNTY-  TX/DEAF SMITH
 EO0644  USGS QUAD   -  WESTWAY (1971)
 EO0644
 EO0644                         *CURRENT SURVEY CONTROL
 EO0644  ___________________________________________________________________
 EO0644* NAD 83(1993)-  34 50 19.14701(N)    102 34 44.64021(W)     ADJUSTED  
 EO0644* NAVD 88     -      1205.3    (meters)    3954.     (feet)  VERTCON   
 EO0644  ___________________________________________________________________
 EO0644  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 EO0644  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 EO0644
 EO0644  HORZ ORDER  -  FIRST
 EO0644
 EO0644.The horizontal coordinates were established by classical geodetic methods
 EO0644.and adjusted by the National Geodetic Survey in February 1996..
 EO0644
 EO0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0644
 EO0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0644
 EO0644.The geoid height was determined by GEOID03.
 EO0644
 EO0644;                    North         East     Units Scale Factor Converg.
 EO0644;SPC TX N     - 1,093,576.787   101,306.750   MT  0.99996163   -0 37 31.3
 EO0644;SPC TX N     - 3,587,843.18    332,370.56   sFT  0.99996163   -0 37 31.3
 EO0644;UTM  13      - 3,857,823.063   721,369.997   MT  1.00020402   +1 23 00.8
 EO0644
 EO0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0644!SPC TX N     -   0.99981475  x   0.99996163  =   0.99977639
 EO0644!UTM  13      -   0.99981475  x   1.00020402  =   1.00001874
 EO0644
 EO0644|---------------------------------------------------------------------|
 EO0644| PID    Reference Object                     Distance      Geod. Az  |
 EO0644|                                                           dddmmss.s |
 EO0644| CJ6763 BURKS RM 1                           28.587 METERS 17557     |
 EO0644| CJ6762 BURKS AZ MK                                        1975830.2 |
 EO0644| CJ6764 BURKS RM 2                           48.052 METERS 27139     |
 EO0644|---------------------------------------------------------------------|
 EO0644
 EO0644                          SUPERSEDED SURVEY CONTROL
 EO0644
 EO0644  NAD 83(1993)-  34 50 19.15002(N)    102 34 44.63380(W) AD(       ) 1
 EO0644  NAD 83(1986)-  34 50 19.15414(N)    102 34 44.63170(W) AD(       ) 1
 EO0644  NAD 27      -  34 50 18.92900(N)    102 34 42.86900(W) AD(       ) 1
 EO0644  NGVD 29 (07/19/86) 1204.8    (m)         3953.     (f) VERT ANG       
 EO0644
 EO0644.Superseded values are not recommended for survey control.
 EO0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0644.See file dsdata.txt to determine how the superseded data were derived.
 EO0644
 EO0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU2137057823(NAD 83)
 EO0644_MARKER: DS = TRIANGULATION STATION DISK
 EO0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0644
 EO0644  HISTORY     - Date     Condition        Report By
 EO0644  HISTORY     - 1934     MONUMENTED       CGS
 EO0644  HISTORY     - 1938     GOOD             TXHD
 EO0644  HISTORY     - 1956     GOOD             CGS
 EO0644  HISTORY     - 1968     GOOD             BGAS
 EO0644  HISTORY     - 1968     GOOD             CGS
 EO0644
 EO0644                          STATION DESCRIPTION
 EO0644
 EO0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0644'STATION IS LOCATED ON PROPERTY OWNED BY J.K. BURKS OF LUBBOCK,
 EO0644'TEXAS AND OCCUPIED BY J.W. HYDE.  IT IS 10 MILES AIR LINE
 EO0644'W OF HEREFORD.  IN NW 1/4 SEC. 69, OF BLOCK K 8.  51 FEET NNW
 EO0644'OF THE NW CORNER OF THE RANCH HOUSE.  46 FEET SSE OF A CATTLE
 EO0644'GUARD IN A N-S WIRE FENCE AND MARK PROJECTS 4 INCHES.
 EO0644'
 EO0644'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0644'BRONZE DISKS SET IN CONCRETE.
 EO0644'
 EO0644'REFERENCE MARK NO. 1 IS S OF STATION 1 FOOT W OF WIRE FENCE
 EO0644'THAT SURROUNDS HOUSE.  MARK PROJECTS 4 INCHES.
 EO0644'
 EO0644'REFERENCE MARK NO. 2 IS W OF STATION, 2 FEET N OF AN E-W
 EO0644'FENCE AND PROJECTS 4 INCHES.
 EO0644'
 EO0644'AZIMUTH MARK IS SW OF STATION 58 FEET E OF FENCE CORNER, 75
 EO0644'FEET E OF THE CENTER LINE OF A N-S GRADED ROAD, 1.5 FEET
 EO0644'N OF AN E-W WIRE FENCE AND PROJECTS 3 INCHES.
 EO0644'
 EO0644'STATION IS REACHED FROM THE INTERSECTION OF THE MAIN STREET
 EO0644'AND U.S. HIGHWAY 67 AT HEREFORD, BY DRIVING W ON THE MAIN
 EO0644'GRADED ROAD FOR 11 MILES TO A GRADED ROAD INTERSECTION.  TURN
 EO0644'N AND DRIVE 1 MILE TO TOP OF RISE AND T-INTERSECTION OF GRADED
 EO0644'ROAD AND FENCED LANE LEADING TO FARM BUILDINGS TO THE E.
 EO0644'TURN E ON THIS LANE AND DRIVE 0.2 MILE TO CATTLE GUARD, RANCH
 EO0644'BUILDINGS AND STATION.
 EO0644'
 EO0644'A 35-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 EO0644
 EO0644                          STATION RECOVERY (1938)
 EO0644
 EO0644'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0644'ALL MARKS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 EO0644'IS GOOD, EXCEPT THAT THE PROPERTY ON WHICH THE STATION IS
 EO0644'LOCATED IS NOW OCCUPIED BY A MR. E.H. LITTLE.
 EO0644
 EO0644                          STATION RECOVERY (1956)
 EO0644
 EO0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 EO0644'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EO0644'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 EO0644
 EO0644                          STATION RECOVERY (1968)
 EO0644
 EO0644'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1968 (RLW)
 EO0644'STATION FOUND IN GOOD CONDITION INCLUDING R.M. 1, R.M. 2 AND
 EO0644'AZIMUTH MARK.  A DISCREPANCY WAS FOUND IN THE TO REACH.  TO
 EO0644'REACH FROM U.S. HIGHWAY 385 AND FARM ROAD 1058 IN HEREFORD
 EO0644'GO WEST ON 1058 FOR 9.7 MILES TO A CROSSROAD, TURN RIGHT
 EO0644'(NORTH) AND GO 1.1 MILE TO A T INTERSECTION, TURN RIGHT (EAST)
 EO0644'AND GO 0.3 MILE TO STATION ON THE RIGHT AS DESCRIBED.
 EO0644
 EO0644                          STATION RECOVERY (1968)
 EO0644
 EO0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCF)
 EO0644'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 EO0644'
 EO0644'THE OLD FARM BUILDINGS ARE GONE.  THE FENCED LANE IS NOW
 EO0644'A GRADED ROAD.  THERE IS AN IRRIGATION WELL LOCATED ON THE
 EO0644'NORTH SIDE OF THE ROAD OPPOSITE THE STATION MARK.
 EO0644'
 EO0644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 EO0644'MILES (AIRLINE) WEST OF HEREFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0548 ***********************************************************************
 DP0548  DESIGNATION -  BURL
 DP0548  PID         -  DP0548
 DP0548  STATE/COUNTY-  TX/KENT
 DP0548  USGS QUAD   -  JAYTON SOUTH (1969)
 DP0548
 DP0548                         *CURRENT SURVEY CONTROL
 DP0548  ___________________________________________________________________
 DP0548* NAD 83(1993)-  33 11 47.30358(N)    100 36 18.79142(W)     ADJUSTED  
 DP0548* NAVD 88     -       588.     (meters)    1929.     (feet)  SCALED    
 DP0548  ___________________________________________________________________
 DP0548  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 DP0548  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DP0548
 DP0548  HORZ ORDER  -  FIRST
 DP0548
 DP0548.The horizontal coordinates were established by classical geodetic methods
 DP0548.and adjusted by the National Geodetic Survey in February 1996..
 DP0548
 DP0548.The orthometric height was scaled from a topographic map.
 DP0548
 DP0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0548
 DP0548.The geoid height was determined by GEOID03.
 DP0548
 DP0548;                    North         East     Units Scale Factor Converg.
 DP0548;SPC TXNC     - 2,171,606.825   403,735.162   MT  0.99987580   -1 08 53.4
 DP0548;SPC TXNC     - 7,124,680.06  1,324,587.78   sFT  0.99987580   -1 08 53.4
 DP0548;UTM  14      - 3,674,216.100   350,372.384   MT  0.99987604   -0 52 44.5
 DP0548
 DP0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0548!SPC TXNC     -   0.99991188  x   0.99987580  =   0.99978769
 DP0548!UTM  14      -   0.99991188  x   0.99987604  =   0.99978793
 DP0548
 DP0548:                Primary Azimuth Mark                     Grid Az
 DP0548:SPC TXNC     -  JAYTON MUN TANK                          029 20 32.6
 DP0548:UTM  14      -  JAYTON MUN TANK                          029 04 23.7
 DP0548
 DP0548|---------------------------------------------------------------------|
 DP0548| PID    Reference Object                     Distance      Geod. Az  |
 DP0548|                                                           dddmmss.s |
 DP0548| DP0545 JAYTON MUN TANK                     APPROX. 6.2 KM 0281139.2 |
 DP0548| CX7687 BURL RM 1                             8.241 METERS 03152     |
 DP0548| CX7686 BURL AZ MK                                         0323825.5 |
 DP0548| CX7688 BURL RM 2                             8.535 METERS 21036     |
 DP0548|---------------------------------------------------------------------|
 DP0548
 DP0548                          SUPERSEDED SURVEY CONTROL
 DP0548
 DP0548  NAD 83(1993)-  33 11 47.30586(N)    100 36 18.78762(W) AD(       ) 1
 DP0548  NAD 83(1986)-  33 11 47.30848(N)    100 36 18.78364(W) AD(       ) 1
 DP0548  NAD 27      -  33 11 46.96887(N)    100 36 17.36983(W) AD(       ) 1
 DP0548
 DP0548.Superseded values are not recommended for survey control.
 DP0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0548.See file dsdata.txt to determine how the superseded data were derived.
 DP0548
 DP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB5037274216(NAD 83)
 DP0548_MARKER: DS = TRIANGULATION STATION DISK
 DP0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0548
 DP0548  HISTORY     - Date     Condition        Report By
 DP0548  HISTORY     - 1968     MONUMENTED       CGS
 DP0548
 DP0548                          STATION DESCRIPTION
 DP0548
 DP0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0548'STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF CLAIRMONT,
 DP0548'4 MILES SOUTH-SOUTHWEST OF JAYTON, ALONG THE SOUTHEAST SIDE OF
 DP0548'U.S. HIGHWAY 380, SET IN THE FENCE LINE ON A SMALL SANDY CUT BANK.
 DP0548'
 DP0548'TO REACH FROM THE POST OFFICE IN CLAIRMONT GO EAST ON
 DP0548'U.S. HIGHWAY 380 FOR 5.4 MILES TO THE JUNCTION OF U.S. HIGHWAY
 DP0548'380 AND STATE HIGHWAY 70, KEEP LEFT NORTHEAST ON U.S. HIGHWAY
 DP0548'380 AND STATE HIGHWAY 70 FOR 4.2 MILES TO THE STATION ON THE
 DP0548'LEFT, CONTINUE NORTHEAST ON U.S. HIGHWAY 380 AND STATE HIGHWAY
 DP0548'70 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DP0548'
 DP0548'STATION MARK, A STANDARD DISK, STAMPED BURL 1968, SET IN THE TOP
 DP0548'OF A ROUND CONCRETE MONUMENT, WHICH IS SET FLUSH WITH THE
 DP0548'GROUND.  IT IS 61 FEET WEST OF THE PAINTED CENTER LINE OF
 DP0548'U.S. HIGHWAY 380 AND STATE HIGHWAY 70, 19 FEET NORTHEAST OF THE
 DP0548'CENTER OF A GATE, 15.8 FEET EAST OF A FENCE 10.8 FEET NORTHEAST
 DP0548'OF A METAL WITNESS POST.
 DP0548'
 DP0548'REFERENCE MARK 1, A STANDARD DISK, STAMPED BURL NO 1 1968,
 DP0548'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS
 DP0548'1 INCH ABOVE THE GROUND, 61 FEET WEST OF THE PAINTED CENTER
 DP0548'LINE OF U.S. HIGHWAY 380 AND STATE HIGHWAY 70, 37.7 FEET
 DP0548'NORTHEAST OF A METAL WITNESS POST, 30 FEET EAST OF A FENCE.
 DP0548'
 DP0548'REFERENCE MARK 2, A STANDARD DISK, STAMPED BURL NO 2 1968,
 DP0548'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, WHICH IS SET FLUSH
 DP0548'WITH THE GROUND, 61 FEET WEST OF THE PAINTED CENTER LINE OF
 DP0548'U.S. HIGHWAY 380 AND STATE HIGHWAY 70, 17.5 FEET SOUTHWEST OF
 DP0548'A METAL WITNESS POST, 1.4 FEET EAST OF A FENCE.
 DP0548'
 DP0548'AZIMUTH MARK, A STANDARD DISK, STAMPED BURL 1968, CEMENTED
 DP0548'IN A DRILL HOLE SET IN THE HEADWALL OF A CULVERT, ON THE WEST
 DP0548'SIDE OF U.S. HIGHWAY 380 AND STATE HIGHWAY 70, 37.3 FEET EAST OF
 DP0548'A FENCE, 21.8 FEET WEST OF THE HIGHWAY CENTER LINE, 4.2 FEET
 DP0548'SOUTHWEST OF A METAL POST, 1.2 FEET NORTHEAST OF THE SOUTHWEST
 DP0548'END OF HEADWALL OF CULVERT.
 DP0548'
 DP0548'DISTANCE BETWEEN REFERENCE MARKS 1 AND 2, 55.05 FEET 16.776 METERS.
 DP0548'
 DP0548'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0181 ***********************************************************************
 BZ0181  DESIGNATION -  BURLESON
 BZ0181  PID         -  BZ0181
 BZ0181  STATE/COUNTY-  TX/FREESTONE
 BZ0181  USGS QUAD   -  LANELY (1982)
 BZ0181
 BZ0181                         *CURRENT SURVEY CONTROL
 BZ0181  ___________________________________________________________________
 BZ0181* NAD 83(1993)-  31 36 01.94961(N)    096 06 09.70949(W)     ADJUSTED  
 BZ0181* NAVD 88     -       185.320  (meters)     608.00   (feet)  ADJUSTED  
 BZ0181  ___________________________________________________________________
 BZ0181  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 BZ0181  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BZ0181  DYNAMIC HT  -         185.095 (meters)     607.27  (feet)  COMP
 BZ0181  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 BZ0181
 BZ0181  HORZ ORDER  -  FIRST
 BZ0181  VERT ORDER  -  SECOND    CLASS 0
 BZ0181
 BZ0181.The horizontal coordinates were established by classical geodetic methods
 BZ0181.and adjusted by the National Geodetic Survey in February 1996..
 BZ0181
 BZ0181.The orthometric height was determined by differential leveling
 BZ0181.and adjusted by the National Geodetic Survey in June 1991..
 BZ0181
 BZ0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0181
 BZ0181.The geoid height was determined by GEOID03.
 BZ0181
 BZ0181.The dynamic height is computed by dividing the NAVD 88
 BZ0181.geopotential number by the normal gravity value computed on the
 BZ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0181.degrees latitude (g = 980.6199 gals.).
 BZ0181
 BZ0181.The modeled gravity was interpolated from observed gravity values.
 BZ0181
 BZ0181;                    North         East     Units Scale Factor Converg.
 BZ0181;SPC TX C     - 3,222,017.916 1,101,367.196   MT  0.99993626   +2 10 44.5
 BZ0181;SPC TX C     -10,570,903.78  3,613,402.21   sFT  0.99993626   +2 10 44.5
 BZ0181;UTM  14      - 3,499,804.057   774,898.768   MT  1.00053215   +1 31 08.8
 BZ0181
 BZ0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0181!SPC TX C     -   0.99997494  x   0.99993626  =   0.99991120
 BZ0181!UTM  14      -   0.99997494  x   1.00053215  =   1.00050707
 BZ0181
 BZ0181|---------------------------------------------------------------------|
 BZ0181| PID    Reference Object                     Distance      Geod. Az  |
 BZ0181|                                                           dddmmss.s |
 BZ0181| BZ0183 AIRPORT 38 RM 2                      16.956 METERS 06057     |
 BZ0181| CV8170 BURLESON RM                          28.130 METERS 13814     |
 BZ0181| BZ0180 BURLESON AZ MK                                     1892702.5 |
 BZ0181| BZ0182 BURLESON RM 1                        17.127 METERS 35704     |
 BZ0181|---------------------------------------------------------------------|
 BZ0181
 BZ0181                          SUPERSEDED SURVEY CONTROL
 BZ0181
 BZ0181  NAD 83(1986)-  31 36 01.95946(N)    096 06 09.69007(W) AD(       ) 1
 BZ0181  NAD 27      -  31 36 01.34100(N)    096 06 08.80800(W) AD(       ) 1
 BZ0181  NGVD 29 (??/??/92)  185.303  (m)          607.95   (f) ADJ UNCH    2 0
 BZ0181
 BZ0181.Superseded values are not recommended for survey control.
 BZ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0181.See file dsdata.txt to determine how the superseded data were derived.
 BZ0181
 BZ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV7489999804(NAD 83)
 BZ0181_MARKER: DS = TRIANGULATION STATION DISK
 BZ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0181_STAMPING: BURLESON 1935
 BZ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0181+STABILITY: SURFACE MOTION
 BZ0181
 BZ0181  HISTORY     - Date     Condition        Report By
 BZ0181  HISTORY     - 1919     MONUMENTED       CGS
 BZ0181  HISTORY     - 1935     GOOD             CGS
 BZ0181  HISTORY     - 1935     GOOD             TXGS
 BZ0181  HISTORY     - 1937     GOOD             TXHD
 BZ0181  HISTORY     - 1948     GOOD             NGS
 BZ0181  HISTORY     - 1976     GOOD             DUNLAP
 BZ0181
 BZ0181                          STATION DESCRIPTION
 BZ0181
 BZ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ0181'STATION IS ON TOP OF BURLESON-HILL, A WELL-KNOWN AND PROMINENT
 BZ0181'HILL 12 MILES E OF TEAGUE, 2.5 MILES E OF DEW, 1/4 MILE N
 BZ0181'OF THE TEAGUE-DEW-BUTLER ROAD, AND ABOUT 1/4 MILE N OF HOUSE
 BZ0181'RENTED BY BILL EVANS.  PROPERTY OWNED BY A.H. BAUND.  STATION
 BZ0181'IS ON THE HIGHEST POINT OF HILL.
 BZ0181'
 BZ0181'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 BZ0181'IN CONCRETE.
 BZ0181'
 BZ0181'REFERENCE MARK IS ON THE N SLOPE OF HILL, ABOUT 2 FEET LOWER
 BZ0181'THAN STATION, AND IS MARKED BY STANDARD REFERENCE DISK IN
 BZ0181'CONCRETE, PLACED 28.12 METERS (92.3 FEET) FROM STATION,
 BZ0181'
 BZ0181'CHIMNEY OF WHITE HOUSE (E.W. LONGS) ON DEW-BUTLER ROAD IS
 BZ0181'DISTANT ABOUT 1/4 MILE S 7 DEG 04 MIN E FROM STATION.
 BZ0181'
 BZ0181'ELEVATION OF STATION, 185.2 METERS (608 FEET).
 BZ0181
 BZ0181                          STATION RECOVERY (1935)
 BZ0181
 BZ0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BZ0181'THIS STATION IS ABOUT 9 MILES SE OF FAIRFIELD, ABOUT 10-1/2
 BZ0181'MILES NNW OF BUFFALO, AND ABOUT 2-1/2 MILES E OF DEW, ON
 BZ0181'LAND LEASED BY CLARENCE CLARK.  THE STATION IS ON THE HIGHEST
 BZ0181'POINT OF A PROMINENT WOODED HILL, 48 FEET S OF A DOUBLE 12-INCH
 BZ0181'OAK TREE.  THE MARK WAS RECOVERED APPARENTLY IN ITS ORIGINAL
 BZ0181'POSITION.  THE SURFACE MARK HAD BEEN TAMPERED WITH AND WAS
 BZ0181'REMARKED.  MARK PROJECTS 10 INCHES.
 BZ0181'
 BZ0181'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BZ0181'SET IN CONCRETE.
 BZ0181'
 BZ0181'THE OLD REFERENCE MARK WAS NOT RECOVERED.  TWO NEW REFERENCE
 BZ0181'MARKS AND AN AZIMUTH MARK WERE SET.
 BZ0181'
 BZ0181'REFERENCE MARK NO. 1 IS N OF THE STATION, 12 FEET NW OF THE
 BZ0181'ABOVE-MENTIONED DOUBLE 12-INCH OAK TREE, MARK PROJECTS 8 INCHES.
 BZ0181'REFERENCE MARK NO. 2 IS ENE OF THE STATION, ON THE E SLOPE OF
 BZ0181'THE HILL, 18 FEET NE OF A DOUBLE 6-INCH OAK TREE, MARK PROJECTS
 BZ0181'6 INCHES.
 BZ0181'
 BZ0181'THE AZIMUTH MARK IS S OF THE STATION, AT THE SW CORNER OF
 BZ0181'CROSSROADS, 34 FEET S OF THE CENTER LINE OF ROAD, 56 FEET
 BZ0181'W OF THE CENTER LINE OF ROAD, 1 FOOT N OF THE RIGHT-OF-WAY
 BZ0181'FENCE, AND 20 FEET W OF FENCE CORNER.  THE MARK PROJECTS
 BZ0181'7 INCHES.  SOME CLEARING WILL BE NECESSARY TO SEE THE AZIMUTH
 BZ0181'MARK FROM THE GROUND.
 BZ0181'
 BZ0181'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BZ0181'75 AND STATE HIGHWAY 7 IN FAIRFIELD, GO S ON U.S. HIGHWAY
 BZ0181'75 FOR 9 MILES TO CROSSROADS ON THE S SIDE OF A.W. WHITES STORE
 BZ0181'AND FILLING STATION IN THE VILLAGE OF DEW.  TURN LEFT ON
 BZ0181'DIRT ROAD AND GO E 2.35 MILES TO CROSSROADS (AZIMUTH MARK AT
 BZ0181'THIS POINT).  CONTINUE E ABOUT 250 FEET TO A SMALL HOUSE ON THE
 BZ0181'N SIDE OF THE ROAD, THENCE LEFT (N) UP HILL ABOUT 1/4 MILE
 BZ0181'TO THE STATION.
 BZ0181'
 BZ0181'LIGHTS 4 FEET ABOVE STATION PILOT 100 FEET ABOVE STATION
 BZ0181'JOHNSON, 60 FEET ABOVE STATION LEE, 87 FEET ABOVE STATIONS
 BZ0181'RUSSELL, LACY, AND FAIRFIELD, 100 FEET ABOVE STATION CANEY,
 BZ0181'COME INTO VIEW 30 FEET ABOVE THIS STATION.  LOCAL TREES
 BZ0181'OBSTRUCT ALL LINES FROM THE GROUND.
 BZ0181
 BZ0181                          STATION RECOVERY (1935)
 BZ0181
 BZ0181'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 BZ0181'THIS STATION AND ALL MARKS FOUND AS DESCRIBED.  NEW STATION,
 BZ0181'REFERENCE, AND AZIMUTH MARKS HAVE BEEN PUT IN AND ARE STAMPED
 BZ0181'1935.  THE HOUSE DESCRIBED AS OCCUPIED BY BILL EVANS IS NOW
 BZ0181'OCCUPIED BY ELMER CARTER, AND IS LEASED BY C.L. CLARK.
 BZ0181
 BZ0181                          STATION RECOVERY (1937)
 BZ0181
 BZ0181'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ0181'DESCRIPTION OF THIS STATION AS GIVEN BY C.A.S. 1935 IS ADEQUATE,
 BZ0181'WITH THE EXCEPTION OF THE DIM ROAD WHICH IS NO LONGER EXISTENT
 BZ0181'DUE TO HEAVY FREEZE IN 1936-1937.  DIM ROAD IMPASSABLE DUE TO
 BZ0181'TREES HAVING FALLEN IN IT.  STATION AND ALL MARKS RECOVERED,
 BZ0181'AND IN GOOD CONDITION.
 BZ0181
 BZ0181                          STATION RECOVERY (1948)
 BZ0181
 BZ0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BZ0181'2.55 MI NE FROM DEW.
 BZ0181'2.3 MILES EAST ALONG FARM ROAD 489 FROM THE METHODIST CHURCH AT DEW,
 BZ0181'THENCE 0.25 MILE NORTH AND UPHILL ALONG A DIM TRAIL LEADING FROM THE
 BZ0181'REAR OF A FARMHOUSE TO THE TOP OF BURLESON HILL, AT THE HIGHEST POINT
 BZ0181'OF THE HILL, 56.2 FEET SOUTH OF BURLESON R.M. 1, 55.8 FEET SOUTHWEST
 BZ0181'OF BURLESON R.M. 2, 48.0 FEET SOUTH OF A DOUBLE 12 INCH OAK TREE, SET
 BZ0181'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BZ0181'GROUND.
 BZ0181
 BZ0181                          STATION RECOVERY (1976)
 BZ0181
 BZ0181'RECOVERY NOTE BY DUNLAP ASSOCIATES 1976
 BZ0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2969 ***********************************************************************
 CS2969  DESIGNATION -  BURLESON
 CS2969  PID         -  CS2969
 CS2969  STATE/COUNTY-  TX/TARRANT
 CS2969  USGS QUAD   -  BURLESON (1981)
 CS2969
 CS2969                         *CURRENT SURVEY CONTROL
 CS2969  ___________________________________________________________________
 CS2969* NAD 83(1993)-  32 34 20.09675(N)    097 19 05.69881(W)     ADJUSTED  
 CS2969* NAVD 88     -       225.8    (meters)     741.     (feet)  VERTCON   
 CS2969  ___________________________________________________________________
 CS2969  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 CS2969  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS2969
 CS2969  HORZ ORDER  -  SECOND
 CS2969
 CS2969.The horizontal coordinates were established by classical geodetic methods
 CS2969.and adjusted by the National Geodetic Survey in February 1996..
 CS2969
 CS2969.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2969
 CS2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2969
 CS2969.The geoid height was determined by GEOID03.
 CS2969
 CS2969;                    North         East     Units Scale Factor Converg.
 CS2969;SPC TXNC     - 2,101,044.545   710,955.572   MT  0.99990739   +0 38 40.3
 CS2969;SPC TXNC     - 6,893,176.98  2,332,526.74   sFT  0.99990739   +0 38 40.3
 CS2969;UTM  14      - 3,605,115.580   657,865.400   MT  0.99990731   +0 54 20.1
 CS2969
 CS2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2969!SPC TXNC     -   0.99996888  x   0.99990739  =   0.99987627
 CS2969!UTM  14      -   0.99996888  x   0.99990731  =   0.99987619
 CS2969
 CS2969:                Primary Azimuth Mark                     Grid Az
 CS2969:SPC TXNC     -  FOREST HILL USPH SERV HOSP STK           012 29 04.9
 CS2969:UTM  14      -  FOREST HILL USPH SERV HOSP STK           012 13 25.1
 CS2969
 CS2969|---------------------------------------------------------------------|
 CS2969| PID    Reference Object                     Distance      Geod. Az  |
 CS2969|                                                           dddmmss.s |
 CS2969| CS2948 FOREST HILL USPH SERV HOSP STK      APPROX.12.4 KM 0130745.2 |
 CS2969| CX9942 BURLESON RM 1                        19.599 METERS 12506     |
 CS2969| CS2481 BURLESON 2                           16.237 METERS 13737     |
 CS2969| CX9944 BURLESON 2 RM 3                                    14704     |
 CS2969| CS2971 BURLESON MUNICIPAL TANK             APPROX. 3.3 KM 1865036.1 |
 CS2969| CS3106 JOSHUA LONE STAR GAS CO WTR TK      APPROX.12.9 KM 2055950.6 |
 CS2969| CX9943 BURLESON RM 2                        20.338 METERS 21511     |
 CS2969| CS1801 T 289                               APPROX. 0.6 KM 2642934.2 |
 CS2969| CX9941 BURLESON AZ MK                                     3435121.6 |
 CS2969|---------------------------------------------------------------------|
 CS2969
 CS2969                          SUPERSEDED SURVEY CONTROL
 CS2969
 CS2969  NAD 83(1986)-  32 34 20.10094(N)    097 19 05.68027(W) AD(       ) 2
 CS2969  NAD 27      -  32 34 19.61100(N)    097 19 04.62400(W) AD(       ) 2
 CS2969  NGVD 29 (07/19/86)  225.8    (m)          741.     (f) VERT ANG       
 CS2969
 CS2969.Superseded values are not recommended for survey control.
 CS2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2969.See file dsdata.txt to determine how the superseded data were derived.
 CS2969
 CS2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5786505116(NAD 83)
 CS2969_MARKER: DS = TRIANGULATION STATION DISK
 CS2969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2969
 CS2969  HISTORY     - Date     Condition        Report By
 CS2969  HISTORY     - 1947     MONUMENTED       CGS
 CS2969  HISTORY     - 1954     GOOD             CGS
 CS2969  HISTORY     - 1962     GOOD             CGS
 CS2969  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CS2969  HISTORY     - 1967     GOOD             TXHD
 CS2969  HISTORY     - 1972     GOOD             NGS
 CS2969  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS2969  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2969
 CS2969                          STATION DESCRIPTION
 CS2969
 CS2969'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS2969'LOCATED ABOUT 12 MILES SOUTH OF THE POST OFFICE IN FORT WORTH
 CS2969'AND 2 MILES NORTH OF THE VILLAGE OF BURLESON ALONG THE EAST
 CS2969'SIDE OF U.S. HIGHWAY 81.  IT IS ABOUT 100 YARDS EAST OF THE
 CS2969'HIGHWAY, 150 FEET WEST OF A FARMHOUSE, 12 FEET NORTH OF A
 CS2969'DRIVEWAY, 7 FEET SOUTH OF A FENCELINE AND 14 FEET SOUTHEAST
 CS2969'OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 CS2969'AND THE DISK IS STAMPED BURLESON 1947.
 CS2969'
 CS2969'REFERENCE MARK NO. 1 IS 64.39 FEET EAST OF THE STATION, ABOUT
 CS2969'75 FEET WEST OF THE FARMHOUSE, 12 FEET SOUTH OF THE APPROXIMATE
 CS2969'CENTERLINE OF THE DRIVEWAY AND 1 FOOT EAST OF A POWERLINE
 CS2969'POLE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 CS2969'BURLESON NO. 1 1947.
 CS2969'
 CS2969'REFERENCE MARK NO. 2 IS 67.00 FEET SOUTHWEST OF THE STATION,
 CS2969'22 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY,
 CS2969'1-1/2 FEET SOUTH OF A FENCELINE AND 1 FOOT EAST OF A POWERLINE
 CS2969'POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 CS2969'BURLESON NO. 2 1947.
 CS2969'
 CS2969'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTH OF THE STATION, 44
 CS2969'FEET SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 81 AND A
 CS2969'FARM DRIVEWAY, 7 FEET SOUTHEAST OF A BRICK PILLAR (SOUTHERLY
 CS2969'OF TWO AT DRIVEWAY ENTRANCE) AND 6.2 FEET NORTHEAST OF A WHITE
 CS2969'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 CS2969'DISK IS STAMPED BURLESON 1947.
 CS2969'
 CS2969'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CS2969'80 AND 81 IN FORT WORTH GO SOUTH ON U.S. HIGHWAY 81 FOR 12.0
 CS2969'MILES TO A CURVE IN HIGHWAY OPPOSITE A SMALL STORE, A GRAVELLED
 CS2969'ROAD WEST AND A LANE EAST.  TURN LEFT OR EAST AND GO ABOUT
 CS2969'100 YARDS TO STATION ON LEFT AS DESCRIBED ABOVE.
 CS2969'
 CS2969'TO REACH AZIMUTH MARK FROM STATION GO NORTH ON U.S. HIGHWAY
 CS2969'81 FOR 0.2 MILE TO THE MARK ON RIGHT AS DESCRIBED ABOVE.
 CS2969'
 CS2969'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 CS2969
 CS2969                          STATION RECOVERY (1954)
 CS2969
 CS2969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS2969'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS2969'DESCRIBED.  DUE TO NEW HIGHWAY CONSTRCTION, A NEW AZIMUTH
 CS2969'MARK WAS ESTABLISHED IN 1954.  THE MARK WAS SET EXACTLY IN
 CS2969'LINE FROM THE STATION TO THE ORIGINAL AZIMUTH MARK AND IS
 CS2969'ABOUT 00.1 MILE FARTHER FROM THE STATION.  IT IS IN THE
 CS2969'NORTH RIGHT-OF-WAY FENCE LINE OF THE HARD SURFACED ROAD
 CS2969'LEADING WEST FROM HIGHWAY NO. 81 TO CROWLEY, 33 FEET WEST
 CS2969'OF THE WEST RIGHT-OF-WAY- FENCE OF HIGHWAY NO. 81 AND IS 2
 CS2969'FEET WEST OF A 4 X 4 WITNESS POST, A STANDARD AZIMUTH DISK
 CS2969'STAMPED BURLESON 1947 1954 AND SET IN A CONCRETE MONUMENT
 CS2969'WHICH PROJECTS ABOUT 4 INCHES.
 CS2969'
 CS2969'TO REACH FROM THE STATION.  GO NORTH ON THE HIGHWAY 00.4 MILE
 CS2969'TO THE CROWLEY ROAD TO THE WEST AND THE MARK AS DESCRIBED.
 CS2969'
 CS2969'THE ORIGINAL AZIMUTH MARK WAS DESTROYED.
 CS2969
 CS2969                          STATION RECOVERY (1962)
 CS2969
 CS2969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS2969'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 CS2969'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 CS2969'THE DISK WAS SALVAGED.
 CS2969'
 CS2969'A REVISED DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 CS2969'12 MILES SOUTH OF THE CENTER OF FORT WORTH, AND 2 MILES NORTH
 CS2969'OF BURLESON ALONG THE EAST SIDE OF U.S. HIGHWAY 81.
 CS2969'
 CS2969'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CS2969'AND 81 WHICH IS ABOUT 1/4 MILE EAST OF THE POST OFFICE IN
 CS2969'FORT WORTH, GO SOUTH ON U.S. HIGHWAY 81 FOR 11.6 MILES TO
 CS2969'THE CROWLEY ROAD.  CONTINUE SOUTH ON HIGHWAY FOR 0.4 MILE TO
 CS2969'STATION ON THE LEFT.
 CS2969'
 CS2969'STATION MARK, A STANDARD DISK STAMPED BURLESON 1947, IS SET
 CS2969'IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS2969'OF THE GROUND.  IT IS 143 FEET WEST OF THE NORTHWEST CORNER
 CS2969'OF A FARMHOUSE, 97 FEET EAST OF THE CENTER OF THE SERVICE
 CS2969'ROAD OF HIGHWAY 81, 65 FEET EAST OF A POWERLINE POLE WITH
 CS2969'TRANSFORMER, 12 FEET SOUTHEAST OF A WOODEN WITNESS POST,
 CS2969'AND 6 FEET SOUTH OF A FENCE.
 CS2969'
 CS2969'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BURLESON NO.
 CS2969'1 1947, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 CS2969'ABOUT 6 INCHES.  IT IS 64.39 FEET EAST OF THE STATION, 75
 CS2969'FEET WEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 12 FEET SOUTH
 CS2969'OF THE CENTER OF DRIVEWAY AND 1 FOOT EAST OF A POWERLINE
 CS2969'POLE.
 CS2969'
 CS2969'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BURLESON NO.
 CS2969'2 1947, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 CS2969'ABOUT 3 INCHES.  IT IS AT THE NORTH EDGE OF A CULTIVATED FIELD,
 CS2969'67.00 FEET SOUTHWEST OF THE STATION, 58 FEET EAST OF THE
 CS2969'CENTER OF THE SERVICE ROAD, 67 FEET SOUTH-SOUTHWEST OF THE
 CS2969'POWERLINE POLE WITH TRANSFORMER, 47 FEET SOUTH OF THE DRIVEWAY,
 CS2969'28 FEET EAST OF A FENCE CORNER AND 1 FOOT SOUTH OF A FENCE.
 CS2969'
 CS2969'A NEW AZIMUTH MARK WAS NOT SET.  THE BURLESON MUNICIPAL WATER
 CS2969'TANK CAN BE USED FOR THE AZIMUTH MARK.
 CS2969
 CS2969                          STATION RECOVERY (1966)
 CS2969
 CS2969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2969'THE SURFACE STATION MARK WAS FOUND TO BE IN POOR CONDITION.
 CS2969'UNDER GROUND STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE
 CS2969'MARKS NO. 1 AND NO. 2 WERE FOUND TO BE IN GOOD CONDITION.
 CS2969'AZIMUTH MARK FOUND TO BE DESTROYED.  THE UNDER GROUND POINT
 CS2969'WAS HELD THENTHE MARK WAS LOWERED AND REMARKED IN ITS ORIGINAL
 CS2969'POSITION AND A SURFACE STATION MARK SET DIRECTLY ABOVE THE
 CS2969'SUB-MARK.  BENCH MARK T 289 1934 WAS USED TO SERVE FOR AN
 CS2969'AZIMUTH MARK.  A COMPLETE DESCRIPTION FOLLOWS--THE STATION
 CS2969'IS ABOUT 12 MILES SOUTH OF DOWNTOWN FORT WORTH, 2 MILES
 CS2969'NORTH OF BURLESON AND ALONG THE EAST SIDE OF U.S. HIGHWAY
 CS2969'81.
 CS2969'
 CS2969'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CS2969'AND 81 WHICH IS ABOUT 0.25 MILE EAST OF THE POST OFFICE IN
 CS2969'FORT WORTH, GO SOUTH ON U.S. HIGHWAY 81 FOR 11.6 MILES TO THE
 CS2969'CROWLEY ROAD JUNCTION.  THENCE CONTINUE ON HIGHWAY 81 FOR 0.4
 CS2969'MILE TO STATION ON THE LEFT.
 CS2969'
 CS2969'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A BLACK
 CS2969'TOP ROAD 0.35 MILE TO MARK ON THE LEFT.
 CS2969'
 CS2969'STATION MARKS ARE STANDARD DISKS, STAMPED BURLESON 1947 1966.
 CS2969'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 CS2969'FLUSH WITH THE SURFACE OF GROUND.  IT IS 143 FEET WEST OF THE
 CS2969'NORTHWEST CORNER OF A FARM HOUSE, 97 FEET EAST OF THECENTER
 CS2969'LINE OF THE SERVICE ROAD, 65 FEET EAST OF A POWER LINE POLE
 CS2969'WITH TRANSFORMER, AND 6 FEET SOUTH OF A METAL WITNESS POST.
 CS2969'THE UNDER GROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CS2969'48 INCHES BELOW THE SURFACE OF GROUND.
 CS2969'
 CS2969'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED BURLESON NO.
 CS2969'1 1947 IS SET IN A 10 IN X 10 IN CONCRETE POST, PROJECTING
 CS2969'5 INCHES ABOVE GROUND.  IT IS 75 FEET WEST OF THE SOUTHWEST
 CS2969'CORNER OF FARM HOUSE, 12 FEET SOUTH OF THE CENTER OF DRIVEWAY,
 CS2969'AND 1 FOOT EAST OF A POWER LINE POLE.
 CS2969'
 CS2969'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED BURLESON NO.
 CS2969'2 1947 IS SET IN A 10 IN X 10 IN CONCRETE POST, PROJECTING
 CS2969'6 INCHES ABOVE GROUND.  67 FEET SOUTHWEST OF THE POWER LINE
 CS2969'POLE WITH TRANSFORMER, 58 FEET EAST OF THE CENTER OF SERVICE
 CS2969'ROAD, 47 FEET SOUTH OF THE DRIVEWAY, 28 FEET EAST OF A FENCE
 CS2969'CORNER, AND 1 FOOT SOUTH OF THE FENCE LINE.
 CS2969'
 CS2969'AZIMUTH MARK, A STANDARD BENCH MARK DISK, STAMPED T 289 1934,
 CS2969'IS SET IN A 6 IN X 6 IN CONCRETE POST, PROJECTING 4 INCHES
 CS2969'ABOVE GROUND.  IT IS 44 FEET EAST OF THE EAST RAIL OF THE
 CS2969'MISSOURI-KANSAS-TEXAS RAILROAD TRACKS, 350 YARDS SOUTH OF
 CS2969'MILE POST 769, 23 FEET SOUTH OF COUNTY ROAD 1017.  AND 4 FEET
 CS2969'SOUTHWEST OF A FENCE CORNER.
 CS2969
 CS2969                          STATION RECOVERY (1967)
 CS2969
 CS2969'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1967
 CS2969'BURLESON TRIANGULATION STA.-STA. RECOVERED AS DESCRIBED.  AZ
 CS2969'HAS BEEN DESTROYED STA. WILL BE IN AREA OF NEW HIGHWAY
 CS2969'CONSTRUCTION.  IF AZ. IS RE-PLACED IN ORIGINAL POSITION IT WILL
 CS2969'ALSO BE IN AREA OF NEW CONSTRUCTION
 CS2969
 CS2969                          STATION RECOVERY (1972)
 CS2969
 CS2969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CS2969'DISTANCE MEASURED WITH H/P.
 CS2969'TRAVERSE DISTANCE.
 CS2969'
 CS2969'THE STATION MARK, REFERENCE MARK NO.1 AND THE AZIMUTH MARK ( B.M. T
 CS2969'289 1934) WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 CS2969'MARK NO.2 WAS FOUND TO HAVE BEEN HIT BY HEAVY MACHINERY AND WAS
 CS2969'TILTED.
 CS2969'
 CS2969'A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO REFERENCE
 CS2969'MARK NO.2.
 CS2969'
 CS2969'THE STATION MARK AND REFERENCE MARK NO.2 WILL BE DESTROYED IN THE
 CS2969'NEAR FUTURE BY ROAD CONSTRUCTION.
 CS2969'
 CS2969'BURLESON 2 1972 WAS ESTABLISHED AS SHOWN ABOVE IN BOX SCORE.
 CS2969'
 CS2969'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BURLESON 2 MILES
 CS2969'NORTH.
 CS2969
 CS2969                          STATION RECOVERY (1997)
 CS2969
 CS2969'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2969'MARK NOT FOUND.
 CS2969
 CS2969                          STATION RECOVERY (2004)
 CS2969
 CS2969'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS2969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0576 ***********************************************************************
 DP0576  DESIGNATION -  BURLESON
 DP0576  PID         -  DP0576
 DP0576  STATE/COUNTY-  TX/MOTLEY
 DP0576  USGS QUAD   -  DOUGHERTY (1968)
 DP0576
 DP0576                         *CURRENT SURVEY CONTROL
 DP0576  ___________________________________________________________________
 DP0576* NAD 83(1993)-  33 58 52.31376(N)    101 02 13.53062(W)     ADJUSTED  
 DP0576* NAVD 88     -       940.     (meters)    3084.     (feet)  SCALED    
 DP0576  ___________________________________________________________________
 DP0576  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 DP0576  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DP0576
 DP0576  HORZ ORDER  -  FIRST
 DP0576
 DP0576.The horizontal coordinates were established by classical geodetic methods
 DP0576.and adjusted by the National Geodetic Survey in February 1996..
 DP0576
 DP0576.The orthometric height was scaled from a topographic map.
 DP0576
 DP0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0576
 DP0576.The geoid height was determined by GEOID03.
 DP0576
 DP0576;                    North         East     Units Scale Factor Converg.
 DP0576;SPC TXNC     - 2,259,502.209   365,581.516   MT  1.00000409   -1 23 01.4
 DP0576;SPC TXNC     - 7,413,050.16  1,199,412.02   sFT  1.00000409   -1 23 01.4
 DP0576;UTM  14      - 3,761,941.471   311,822.551   MT  1.00003654   -1 08 20.1
 DP0576
 DP0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0576!SPC TXNC     -   0.99985664  x   1.00000409  =   0.99986073
 DP0576!UTM  14      -   0.99985664  x   1.00003654  =   0.99989318
 DP0576
 DP0576:                Primary Azimuth Mark                     Grid Az
 DP0576:SPC TXNC     -  MATADOR TV RELAY MST                     084 29 01.5
 DP0576:UTM  14      -  MATADOR TV RELAY MST                     084 14 20.2
 DP0576
 DP0576|---------------------------------------------------------------------|
 DP0576| PID    Reference Object                     Distance      Geod. Az  |
 DP0576|                                                           dddmmss.s |
 DP0576| EN0733 MATADOR TV RELAY MST                APPROX.19.5 KM 0830600.1 |
 DP0576| DP0573 MATADOR TV RELAY MST WEST           APPROX.11.4 KM 0900109.2 |
 DP0576| CJ6766 BURLESON RM 1                        20.775 METERS 13006     |
 DP0576| CJ6765 BURLESON AZ MK                                     1892859.4 |
 DP0576| CJ6767 BURLESON RM 2                        18.513 METERS 21718     |
 DP0576| DP0575 DOUGHERTY WATER TANK                APPROX. 6.3 KM 2282917.2 |
 DP0576| DP0577 DOUGHERTY PROD COOP ELEVATOR        APPROX. 6.3 KM 2305215.7 |
 DP0576|---------------------------------------------------------------------|
 DP0576
 DP0576                          SUPERSEDED SURVEY CONTROL
 DP0576
 DP0576  NAD 83(1993)-  33 58 52.31635(N)    101 02 13.52848(W) AD(       ) 1
 DP0576  NAD 83(1986)-  33 58 52.31929(N)    101 02 13.52431(W) AD(       ) 1
 DP0576  NAD 27      -  33 58 52.04233(N)    101 02 12.00731(W) AD(       ) 1
 DP0576
 DP0576.Superseded values are not recommended for survey control.
 DP0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0576.See file dsdata.txt to determine how the superseded data were derived.
 DP0576
 DP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC1182361941(NAD 83)
 DP0576_MARKER: DS = TRIANGULATION STATION DISK
 DP0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0576
 DP0576  HISTORY     - Date     Condition        Report By
 DP0576  HISTORY     - 1964     MONUMENTED       CGS
 DP0576
 DP0576                          STATION DESCRIPTION
 DP0576
 DP0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0576'THE STATION IS ABOUT 17 MILES EAST OF FLOYDADA, 12-1/2 MILES WEST OF
 DP0576'MATADOR, 4 MILES NORTHEAST OF DOUGHERTY, ON GRAZING LAND OWNED BY
 DP0576'W. E. BURLESON.
 DP0576'
 DP0576'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 62 AND 70 IN
 DP0576'FLOYDADA, GO EAST ON HIGHWAYS 62 AND 70 FOR 14.5 MILES TO FARM ROAD
 DP0576'28 ON THE LEFT.  CONTINUE EAST ON HIGHWAYS 62 AND 70 FOR 2.6 MILES
 DP0576'TO A SIDE ROAD ON THE LEFT. LEADING TO A HOUSE.  TURN LEFT AND GO
 DP0576'NORTH FOR 0.2 MILE TO A GATE, ABOUT 75 YARDS NORTH OF THE HOUSE
 DP0576'AND ABOUT 30 FEET EAST OF A WATER TANK.  PASS THROUGH THE GATE AND
 DP0576'CONTINUE NORTH ABOUT 50 FEET TO A RAILROAD CAR AND THE
 DP0576'AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO EAST ON DIM TRACK
 DP0576'ROAD FOR 0.1 MILE TO A GATE IN A NORTH-SOUTH FENCE.  PASS
 DP0576'THROUGH THE GATE, TURN LEFT AND GO NORTH ON A FIREBREAK FOR 0.6
 DP0576'MILE TO THE STATION ON THE RIGHT.
 DP0576'
 DP0576'THE STATION MARK IS A STANDARD DISK, STAMPED BURLESON 1964, SET IN
 DP0576'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 DP0576'IS 3.9 FEET NORTHEAST OF A WITNESS POST, 26.7 FEET EAST OF THE
 DP0576'CENTERLINE OF THE FIREBREAK AND 39.6 FEET EAST OF A T-JUNCTION OF
 DP0576'FENCE LINES.
 DP0576'
 DP0576'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURLESON NO 1 1964, SET
 DP0576'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 DP0576'IT IS 79.7 FEET EAST OF THE CENTERLINE OF THE FIREBREAK, 90.6 FEET
 DP0576'EAST OF A NORTH-SOUTH FENCE AND 101.6 FEET SOUTHEAST OF THE
 DP0576'T-JUNCTION OF FENCE LINES.  IT IS AT ABOUT THE SAME ELEVATION AS
 DP0576'THE STATION.
 DP0576'
 DP0576'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURLESON NO 2 1964, SET
 DP0576'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 DP0576'IT IS 1 FOOT EAST OF THE FENCE, 10.4 FEET WEST OF THE CENTERLINE OF
 DP0576'THE FIREBREAK, 47.9 FEET SOUTH OF THE T-JUNCTION OF FENCE LINES
 DP0576'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 DP0576'
 DP0576'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BURLESON 1964, SET IN
 DP0576'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 DP0576'IS ABOUT 125 YARDS NORTHEAST OF THE HOUSE, 105.2 FEET EAST OF THE
 DP0576'CENTERLINE OF A FIELD ROAD, 54.9 FEET EAST OF THE NORTHEAST CORNER
 DP0576'OF THE RAILROAD CAR, 4.7 FEET EAST OF AN EAST GATEPOST, 1.0 FEET
 DP0576'NORTHWEST OF A FENCE AND 1.2 FEET EAST-NORTHEAST OF A WITNESS
 DP0576'POST.
 DP0576'
 DP0576'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2481 ***********************************************************************
 CS2481  DESIGNATION -  BURLESON 2
 CS2481  PID         -  CS2481
 CS2481  STATE/COUNTY-  TX/TARRANT
 CS2481  USGS QUAD   -  BURLESON (1981)
 CS2481
 CS2481                         *CURRENT SURVEY CONTROL
 CS2481  ___________________________________________________________________
 CS2481* NAD 83(1993)-  32 34 19.70738(N)    097 19 05.27923(W)     ADJUSTED  
 CS2481* NAVD 88     -       226.175  (meters)     742.04   (feet)  ADJUSTED  
 CS2481  ___________________________________________________________________
 CS2481  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 CS2481  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS2481  DYNAMIC HT  -         225.906 (meters)     741.16  (feet)  COMP
 CS2481  MODELED GRAV-     979,440.7   (mgal)                       NAVD 88
 CS2481
 CS2481  HORZ ORDER  -  THIRD
 CS2481  VERT ORDER  -  FIRST     CLASS II
 CS2481
 CS2481.The horizontal coordinates were established by classical geodetic methods
 CS2481.and adjusted by the National Geodetic Survey in February 1996..
 CS2481.No horizontal observational check was made to the station.
 CS2481
 CS2481.The orthometric height was determined by differential leveling
 CS2481.and adjusted by the National Geodetic Survey in June 1991..
 CS2481
 CS2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2481
 CS2481.The geoid height was determined by GEOID03.
 CS2481
 CS2481.The dynamic height is computed by dividing the NAVD 88
 CS2481.geopotential number by the normal gravity value computed on the
 CS2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2481.degrees latitude (g = 980.6199 gals.).
 CS2481
 CS2481.The modeled gravity was interpolated from observed gravity values.
 CS2481
 CS2481;                    North         East     Units Scale Factor Converg.
 CS2481;SPC TXNC     - 2,101,032.676   710,966.649   MT  0.99990741   +0 38 40.5
 CS2481;SPC TXNC     - 6,893,138.04  2,332,563.08   sFT  0.99990741   +0 38 40.5
 CS2481;UTM  14      - 3,605,103.761   657,876.531   MT  0.99990736   +0 54 20.3
 CS2481
 CS2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2481!SPC TXNC     -   0.99996883  x   0.99990741  =   0.99987624
 CS2481!UTM  14      -   0.99996883  x   0.99990736  =   0.99987619
 CS2481
 CS2481|---------------------------------------------------------------------|
 CS2481| PID    Reference Object                     Distance      Geod. Az  |
 CS2481|                                                           dddmmss.s |
 CS2481| CX9942 BURLESON RM 1                         5.144 METERS 08156     |
 CS2481| CX9944 BURLESON 2 RM 3                                    17531     |
 CS2481| CS3106 JOSHUA LONE STAR GAS CO WTR TK      APPROX.12.9 KM 2060352.6 |
 CS2481| CS1801 T 289                               APPROX. 0.6 KM 2654904.3 |
 CS2481| CS2969 BURLESON                             16.237 METERS 31737     |
 CS2481|---------------------------------------------------------------------|
 CS2481
 CS2481                          SUPERSEDED SURVEY CONTROL
 CS2481
 CS2481  NAD 83(1986)-  32 34 19.71158(N)    097 19 05.26069(W) AD(       ) 3
 CS2481  NAD 27      -  32 34 19.22162(N)    097 19 04.20443(W) AD(       ) 3
 CS2481  NGVD 29 (07/19/86)  226.2    (m)          742.     (f) VERT ANG       
 CS2481
 CS2481.Superseded values are not recommended for survey control.
 CS2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2481.See file dsdata.txt to determine how the superseded data were derived.
 CS2481
 CS2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5787705104(NAD 83)
 CS2481_MARKER: DS = TRIANGULATION STATION DISK
 CS2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2481_SP_SET: CONCRETE POST
 CS2481_STAMPING: BURLESON 2 1972
 CS2481_MARK LOGO: NGS   
 CS2481_PROJECTION: PROJECTING 15 CENTIMETERS
 CS2481_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2481+STABILITY: SURFACE MOTION
 CS2481
 CS2481  HISTORY     - Date     Condition        Report By
 CS2481  HISTORY     - 1972     MONUMENTED       NGS
 CS2481  HISTORY     - 1983     GOOD             NGS
 CS2481  HISTORY     - 19860423 GOOD             NGS
 CS2481  HISTORY     - 1990     GOOD             USPSQD
 CS2481  HISTORY     - 19960301 GOOD             USPSQD
 CS2481  HISTORY     - 20041023 GOOD             USPSQD
 CS2481
 CS2481                          STATION DESCRIPTION
 CS2481
 CS2481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CS2481'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF FORT WORTH, 3
 CS2481'MILES EAST OF CROWLEY, 2 MILES NORTH OF BURLESON AND ON THE EAST
 CS2481'RIGHT-OF-WAY OF U.S. HWY. 81 (I.S. 35W).
 CS2481'
 CS2481'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 81 (I.S.
 CS2481'35W) AND STATE HWY. 174, WHICH IS LOCATED ON THE EAST EDGE OF
 CS2481'BURLESON, GO NORTH ON U.S. HWY. 81 (I.S. 35W) FOR 1.6 MILES TO
 CS2481'THE FORT WORTH CITY LIMITS.  CONTINUE NORTH ON U.S. HWY 81 FOR
 CS2481'0.6 MILE TO THE TOP OF A SMALL RISE, JUNCTION OF MCALLISTER ROAD
 CS2481'ON THE LEFT AND THE STATION ON THE RIGHT, SOUTH OF DRIVE-WAY
 CS2481'LEADING TO VACANT BUILDINGS.
 CS2481'
 CS2481'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS2481'CONCRETE POST, THAT PROJECTS 5-INCHES AND IS STAMPED BURLESON 2
 CS2481'1972.  IT IS 107 FEET WEST OF THE SOUTHWEST CORNER OF A VACANT
 CS2481'HOUSE, 38 FEET NORTH OF A T FENCE-CORNER, 27 FEET SOUTH OF THE
 CS2481'CENTER OF DRIVE-WAY, 19 FEET SOUTH OF THE SOUTH END OF
 CS2481'WIRE-GATE, 6 FEET SOUTH OF A SIGN WARNING POST READING BELL
 CS2481'TELEPHONE SYSTEM UNDERGROUND CABLE, 4 FEET SOUTH OF A METAL
 CS2481'WITNESS POST AND 1-FOOT WEST OF FENCE-LINE.
 CS2481'
 CS2481'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A
 CS2481'SQUARE CONCRETE POST, THAT PROJECTS 6-INCHES AND IS STAMPED BURLESON
 CS2481'NO 1 1947.  IT IS 91 FEET WEST OF THE SOUTHWEST CORNER OF VACANT
 CS2481'HOUSE, 42 FEET NORTH OF A T FENCE-CORNER, 24 FEET SOUTHEAST OF THE
 CS2481'SOUTH END OF WIRE-GATE, 18 FEET SOUTH OF THE CENTER OF DRIVE-WAY,
 CS2481'17 FEET EAST OF FENCE-LINE AND METAL WITNESS POST AND IN YARD OF
 CS2481'VACANT FARM-YARD.
 CS2481'
 CS2481'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A
 CS2481'ROUND CONCRETE POST, THAT PROJECTS 6-INCHES AND IS STAMPED BURLESON
 CS2481'2 NO 3 1972.  IT IS 106 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 CS2481'OF VACANT HOUSE, 45 FEET SOUTH OF THE CENTER OF DRIVE-WAY, 37 FEET
 CS2481'SOUTH OF THE SOUTH END OF WIRE-GATE, 19 FEET NORTH OF A T FENCE
 CS2481'CORNER, 1.8 FEET NORTH OF A METAL WITNESS POST AND 1-FOOT WEST
 CS2481'OF FENCE-LINE.
 CS2481'
 CS2481'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, SET IN THE TOP OF
 CS2481'A SQUARE CONCRETE POST, THAT PROJECTS 8-INCHES AND IS STAMPED T 289
 CS2481'1934.  IT IS 44 FEET EAST OF THE EAST RAIL OF RAIL-ROAD TRACKS, 25
 CS2481'FEET SOUTH OF THE CENTER OF MCALLISTER ROAD, 9 FEET EAST OF A
 CS2481'TELEPHONE POLE, 4 FEET SOUTH OF A WARNING SIGN POST READING BELL
 CS2481'TELEPHONE SYSTEM UNDERGROUND CABLE, AND 1-FOOT EAST OF A METAL
 CS2481'WITNESS POST.
 CS2481'
 CS2481'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST CROSSING U.S.
 CS2481'HWY. 81 (I.S. 35W) ON MCALLISTER ROAD FOR 0.3 MILE TO AZIMUTH MARK
 CS2481'ON THE LEFT, JUST BEFORE REACHING RAIL-ROAD CROSSING.
 CS2481'
 CS2481'NEAREST TOWN--BURLESON.
 CS2481
 CS2481                          STATION RECOVERY (1983)
 CS2481
 CS2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2481'10.5 KM (6.5 MI) SOUTH FROM FORT WORTH.
 CS2481'10.5 KM (6.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS2481'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, 14.0 METERS (45.9 FT) NORTH
 CS2481'OF THE EXTENDED CENTER OF MCALISTER ROAD, 12.0 METERS (39.4 FT) EAST
 CS2481'OF THE CENTERLINE OF A FRONTAGE ROAD, 8.2 METERS (26.9 FT) SOUTH OF
 CS2481'THE CENTER OF A FIELD ENTRANCE AND 0.3 METERS (1.0 FT) WEST OF A
 CS2481'FENCE.
 CS2481'THE MARK IS 1.2 METERS  S FROM A WITNESS POST.
 CS2481'THE MARK IS 0.3 M ABOVE THE ROAD.
 CS2481
 CS2481                          STATION RECOVERY (1986)
 CS2481
 CS2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RHK)
 CS2481'RECOVERED AS DESCRIBED.
 CS2481
 CS2481                          STATION RECOVERY (1990)
 CS2481
 CS2481'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS2481'RECOVERED IN GOOD CONDITION.
 CS2481
 CS2481                          STATION RECOVERY (1996)
 CS2481
 CS2481'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2481'RECOVERED IN GOOD CONDITION.
 CS2481
 CS2481                          STATION RECOVERY (2004)
 CS2481
 CS2481'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS2481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0180 ***********************************************************************
 BZ0180  DESIGNATION -  BURLESON AZ MK
 BZ0180  PID         -  BZ0180
 BZ0180  STATE/COUNTY-  TX/FREESTONE
 BZ0180  USGS QUAD   -  LANELY (1982)
 BZ0180
 BZ0180                         *CURRENT SURVEY CONTROL
 BZ0180  ___________________________________________________________________
 BZ0180* NAD 83(1986)-  31 35 52.     (N)    096 06 11.     (W)     SCALED    
 BZ0180* NAVD 88     -       153.837  (meters)     504.71   (feet)  ADJUSTED  
 BZ0180  ___________________________________________________________________
 BZ0180  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BZ0180  DYNAMIC HT  -         153.650 (meters)     504.10  (feet)  COMP
 BZ0180  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 BZ0180
 BZ0180  VERT ORDER  -  SECOND    CLASS 0
 BZ0180
 BZ0180.The horizontal coordinates were scaled from a topographic map and have
 BZ0180.an estimated accuracy of +/- 6 seconds.
 BZ0180
 BZ0180.The orthometric height was determined by differential leveling
 BZ0180.and adjusted by the National Geodetic Survey in June 1991..
 BZ0180
 BZ0180.The geoid height was determined by GEOID03.
 BZ0180
 BZ0180.The dynamic height is computed by dividing the NAVD 88
 BZ0180.geopotential number by the normal gravity value computed on the
 BZ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0180.degrees latitude (g = 980.6199 gals.).
 BZ0180
 BZ0180.The modeled gravity was interpolated from observed gravity values.
 BZ0180
 BZ0180;                    North         East    Units  Estimated Accuracy
 BZ0180;SPC TX C     - 3,221,710.    1,101,350.      MT  (+/- 180 meters Scaled)
 BZ0180
 BZ0180                          SUPERSEDED SURVEY CONTROL
 BZ0180
 BZ0180  NGVD 29 (??/??/92)  153.820  (m)          504.66   (f) ADJ UNCH    2 0
 BZ0180
 BZ0180.Superseded values are not recommended for survey control.
 BZ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0180.See file dsdata.txt to determine how the superseded data were derived.
 BZ0180
 BZ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV748994(NAD 83)
 BZ0180_MARKER: DZ = AZIMUTH MARK DISK
 BZ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0180_STAMPING: BURLESON AZIMUTH 1935
 BZ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0180+STABILITY: SURFACE MOTION
 BZ0180
 BZ0180  HISTORY     - Date     Condition        Report By
 BZ0180  HISTORY     - 1935     MONUMENTED       CGS
 BZ0180  HISTORY     - 1948     GOOD             NGS
 BZ0180  HISTORY     - 1976     GOOD             DUNLAP
 BZ0180
 BZ0180                          STATION DESCRIPTION
 BZ0180
 BZ0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0180'2.2 MI E FROM DEW.
 BZ0180'2.2 MILES EAST ALONG FARM ROAD NO.489 FROM THE METHODIST CHURCH AT
 BZ0180'DEW, AT A DIRT CROSS ROAD, 123.1 FEET SOUTHWEST OF A GROUP OF TEN MAIL
 BZ0180'BOXES, 52.5 FEET WEST OF THE CENTER OF THE DIRT CROSS ROAD, 42.9 FEET
 BZ0180'SOUTH AND LEVEL WITH THE CENTER OF THE HIGHWAY, 17.8 FEET WEST OF A
 BZ0180'FENCE CORNER, 2.9 FEET NORTH OF A BARB WIRE FENCE, 1.6 FEET EAST OF A
 BZ0180'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BZ0180'FOOT ABOVE GROUND.
 BZ0180
 BZ0180                          STATION RECOVERY (1976)
 BZ0180
 BZ0180'RECOVERY NOTE BY DUNLAP ASSOCIATES 1976
 BZ0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2971 ***********************************************************************
 CS2971  DESIGNATION -  BURLESON MUNICIPAL TANK
 CS2971  PID         -  CS2971
 CS2971  STATE/COUNTY-  TX/JOHNSON
 CS2971  USGS QUAD   -  BURLESON (1981)
 CS2971
 CS2971                         *CURRENT SURVEY CONTROL
 CS2971  ___________________________________________________________________
 CS2971* NAD 83(1993)-  32 32 33.94995(N)    097 19 20.73815(W)     ADJUSTED  
 CS2971* NAVD 88     -                                                        
 CS2971  ___________________________________________________________________
 CS2971  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 CS2971  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS2971
 CS2971  HORZ ORDER  -  THIRD
 CS2971
 CS2971.The horizontal coordinates were established by classical geodetic methods
 CS2971.and adjusted by the National Geodetic Survey in February 1996..
 CS2971
 CS2971
 CS2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2971
 CS2971.The geoid height was determined by GEOID03.
 CS2971
 CS2971;                    North         East     Units Scale Factor Converg.
 CS2971;SPC TXNC     - 2,097,770.830   710,599.998   MT  0.99991179   +0 38 32.1
 CS2971;SPC TXNC     - 6,882,436.46  2,331,360.16   sFT  0.99991179   +0 38 32.1
 CS2971;UTM  14      - 3,601,840.291   657,524.727   MT  0.99990599   +0 54 09.4
 CS2971
 CS2971                          SUPERSEDED SURVEY CONTROL
 CS2971
 CS2971  NAD 83(1986)-  32 32 33.95436(N)    097 19 20.71957(W) AD(       ) 4
 CS2971  NAD 27      -  32 32 33.46300(N)    097 19 19.66100(W) AD(       ) 3
 CS2971
 CS2971.Superseded values are not recommended for survey control.
 CS2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2971.See file dsdata.txt to determine how the superseded data were derived.
 CS2971
 CS2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5752501840(NAD 83)
 CS2971_MARKER: 51 = TANK
 CS2971
 CS2971  HISTORY     - Date     Condition        Report By
 CS2971  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2971  HISTORY     - 19940328 MARK NOT FOUND   USPSQD
 CS2971  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2971
 CS2971                          STATION DESCRIPTION
 CS2971
 CS2971'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS2971'STATION IS LOCATED IN THE TOWN OF BURLESON ABOUT 0.75 MILE
 CS2971'NORTHWEST OF THE POST OFFICE.  STATION IS 145 FEET HIGH, 30
 CS2971'FEET SQUARE AT THE BASE AND IS SILVER IN COLOR.
 CS2971'
 CS2971'TO REACH FROM THE POST OFFICE IN BURLESON GO WEST ON MAIN STREET
 CS2971'FOR 0.05 MILE, THENCE NORTH 0.05 MILE TO THE STATION ON THE
 CS2971'LEFT.
 CS2971'
 CS2971'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CS2971
 CS2971                          STATION RECOVERY (1994)
 CS2971
 CS2971'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2971'MARK NOT FOUND.
 CS2971
 CS2971                          STATION RECOVERY (2004)
 CS2971
 CS2971'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS2971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0182 ***********************************************************************
 BZ0182  DESIGNATION -  BURLESON RM 1
 BZ0182  PID         -  BZ0182
 BZ0182  STATE/COUNTY-  TX/FREESTONE
 BZ0182  USGS QUAD   -  LANELY (1982)
 BZ0182
 BZ0182                         *CURRENT SURVEY CONTROL
 BZ0182  ___________________________________________________________________
 BZ0182* NAD 83(1986)-  31 36 02.     (N)    096 06 09.     (W)     SCALED    
 BZ0182* NAVD 88     -       185.285  (meters)     607.89   (feet)  ADJUSTED  
 BZ0182  ___________________________________________________________________
 BZ0182  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BZ0182  DYNAMIC HT  -         185.061 (meters)     607.15  (feet)  COMP
 BZ0182  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 BZ0182
 BZ0182  VERT ORDER  -  SECOND    CLASS 0
 BZ0182
 BZ0182.The horizontal coordinates were scaled from a topographic map and have
 BZ0182.an estimated accuracy of +/- 6 seconds.
 BZ0182
 BZ0182.The orthometric height was determined by differential leveling
 BZ0182.and adjusted by the National Geodetic Survey in June 1991..
 BZ0182
 BZ0182.The geoid height was determined by GEOID03.
 BZ0182
 BZ0182.The dynamic height is computed by dividing the NAVD 88
 BZ0182.geopotential number by the normal gravity value computed on the
 BZ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0182.degrees latitude (g = 980.6199 gals.).
 BZ0182
 BZ0182.The modeled gravity was interpolated from observed gravity values.
 BZ0182
 BZ0182;                    North         East    Units  Estimated Accuracy
 BZ0182;SPC TX C     - 3,222,020.    1,101,390.      MT  (+/- 180 meters Scaled)
 BZ0182
 BZ0182                          SUPERSEDED SURVEY CONTROL
 BZ0182
 BZ0182  NGVD 29 (??/??/92)  185.269  (m)          607.84   (f) ADJ UNCH    2 0
 BZ0182
 BZ0182.Superseded values are not recommended for survey control.
 BZ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0182.See file dsdata.txt to determine how the superseded data were derived.
 BZ0182
 BZ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV749998(NAD 83)
 BZ0182_MARKER: DR = REFERENCE MARK DISK
 BZ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0182_STAMPING: BURLESON NO 1 1935
 BZ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0182+STABILITY: SURFACE MOTION
 BZ0182
 BZ0182  HISTORY     - Date     Condition        Report By
 BZ0182  HISTORY     - 1935     MONUMENTED       CGS
 BZ0182  HISTORY     - 1948     GOOD             NGS
 BZ0182  HISTORY     - 1976     GOOD             DUNLAP
 BZ0182
 BZ0182                          STATION DESCRIPTION
 BZ0182
 BZ0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0182'2.55 MI NE FROM DEW.
 BZ0182'2.3 MILES EAST ALONG FARM ROAD 489 FROM THE METHODIST CHURCH AT DEW,
 BZ0182'THENCE 0.25 MILE NORTH AND UPHILL ALONG A DIM TRAIL LEADING FROM THE
 BZ0182'REAR OF A FARMHOUSE TO THE TOP OF BURLESON HILL, 59.2 FEET NORTHWEST
 BZ0182'OF BURLESON R.M. 2, 56.2 FEET NORTH OF TRIANGULATION STATION BURLESON
 BZ0182'1935, 12.0 FEET NORTHWEST OF A DOUBLE 12 INCH OAK TREE, SET IN THE TOP
 BZ0182'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BZ0182
 BZ0182                          STATION RECOVERY (1976)
 BZ0182
 BZ0182'RECOVERY NOTE BY DUNLAP ASSOCIATES 1976
 BZ0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1307 ***********************************************************************
 BZ1307  DESIGNATION -  BURLINGTON
 BZ1307  PID         -  BZ1307
 BZ1307  STATE/COUNTY-  TX/FALLS
 BZ1307  USGS QUAD   -  WESTPHALIA (1993)
 BZ1307
 BZ1307                         *CURRENT SURVEY CONTROL
 BZ1307  ___________________________________________________________________
 BZ1307* NAD 83(1993)-  31 00 59.91851(N)    097 02 02.66014(W)     ADJUSTED  
 BZ1307* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 BZ1307  ___________________________________________________________________
 BZ1307  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 BZ1307  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BZ1307
 BZ1307  HORZ ORDER  -  FIRST
 BZ1307
 BZ1307.The horizontal coordinates were established by classical geodetic methods
 BZ1307.and adjusted by the National Geodetic Survey in February 1996..
 BZ1307
 BZ1307.The orthometric height was scaled from a topographic map.
 BZ1307
 BZ1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1307
 BZ1307.The geoid height was determined by GEOID03.
 BZ1307
 BZ1307;                    North         East     Units Scale Factor Converg.
 BZ1307;SPC TX C     - 3,154,322.607 1,014,955.331   MT  0.99988178   +1 41 57.5
 BZ1307;SPC TX C     -10,348,806.75  3,329,899.28   sFT  0.99988178   +1 41 57.5
 BZ1307;UTM  14      - 3,433,105.916   687,664.171   MT  1.00003443   +1 00 47.9
 BZ1307
 BZ1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1307!SPC TX C     -   0.99998180  x   0.99988178  =   0.99986358
 BZ1307!UTM  14      -   0.99998180  x   1.00003443  =   1.00001623
 BZ1307
 BZ1307|---------------------------------------------------------------------|
 BZ1307| PID    Reference Object                     Distance      Geod. Az  |
 BZ1307|                                                           dddmmss.s |
 BZ1307| CV4401 BURLINGTON RM 1                      20.880 METERS 00021     |
 BZ1307| BZ1401 ROSEBUD WATER TANK                  APPROX. 9.0 KM 0364925.2 |
 BZ1307| BZ1402 BURLINGTON ST MICHAELS BELFRY       APPROX. 3.3 KM 0942934.1 |
 BZ1307| CV4402 BURLINGTON RM 2                      21.245 METERS 11804     |
 BZ1307| CV4400 BURLINGTON AZ MK                                   1495348.7 |
 BZ1307| BZ1310 WESTPHALIA CATH CHURCH S SPIRE      APPROX.14.1 KM 3261952.1 |
 BZ1307| BZ1308 WESTPHALIA CATH CHURCH N SPIRE      APPROX.14.1 KM 3262134.2 |
 BZ1307|---------------------------------------------------------------------|
 BZ1307
 BZ1307                          SUPERSEDED SURVEY CONTROL
 BZ1307
 BZ1307  NAD 83(1986)-  31 00 59.92838(N)    097 02 02.64193(W) AD(       ) 1
 BZ1307  NAD 27      -  31 00 59.26500(N)    097 02 01.67800(W) AD(       ) 1
 BZ1307
 BZ1307.Superseded values are not recommended for survey control.
 BZ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1307.See file dsdata.txt to determine how the superseded data were derived.
 BZ1307
 BZ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV8766433106(NAD 83)
 BZ1307_MARKER: DS = TRIANGULATION STATION DISK
 BZ1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1307_STAMPING: BURLINGTON 1943
 BZ1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1307+STABILITY: SURFACE MOTION
 BZ1307
 BZ1307  HISTORY     - Date     Condition        Report By
 BZ1307  HISTORY     - 1943     MONUMENTED       CGS
 BZ1307  HISTORY     - 19870101 SEE DESCRIPTION  USPSQD
 BZ1307  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 BZ1307
 BZ1307                          STATION DESCRIPTION
 BZ1307
 BZ1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1307'ABOUT 12 MILES NNW OF CAMERON AND ABOUT 2 MILES W OF BURLINGTON,
 BZ1307'ON LAND OWNED AND OCCUPIED BY C.H. HEUGATTER.  THE STATION IS
 BZ1307'21 FEET S OF THE FARM LANE, 18 FEET W OF THE CENTER LINE OF THE
 BZ1307'MAIN ROAD, AND 39 FEET W OF POWER-LINE POLE NO. 356.  THE MARK
 BZ1307'IS SET FLUSH WITH THE GROUND AND IS STAMPED BURLINGTON 1943.
 BZ1307'
 BZ1307'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1307'DISKS SET IN CONCRETE.
 BZ1307'
 BZ1307'REFERENCE MARK NO.1 IS NE OF THE STATION, 21 FEET E OF THE
 BZ1307'CENTER LINE OF THE ROAD.  THE MARK PROJECTS 4 INCHES.
 BZ1307'
 BZ1307'REFERENCE MARK NO.2 IS S OF THE STATION, 15 FEET SE OF THE
 BZ1307'CENTER LINE OF THE ROAD.  THE MARK PROJECTS 4 INCHES.
 BZ1307'
 BZ1307'THE AZIMUTH IS 0.45 MILE S OF THE STATION, 42 FEET W OF THE
 BZ1307'CENTER LINE OF THE ROAD TO THE STATION, 12 FEET N OF THE CENTER
 BZ1307'LINE OF THE FARM LANE AND 1 FOOT W OF THE FIRST POWER-LINE
 BZ1307'POLE LEADING TO THE W FROM THE MAIN LINE.  THE MARK PROJECTS 3
 BZ1307'INCHES.
 BZ1307'
 BZ1307'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 BZ1307'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BZ1307'
 BZ1307'REACHED FROM CAMERON BY GOING N ON U.S. HIGHWAY 77 FOR ABOUT
 BZ1307'12 MILES TO BURLINGTON RAILROAD STATION.  FROM THE RAILROAD
 BZ1307'STATION FOLLOW U.S. HIGHWAY 77 NW FOR 0.85 MILE TO A DIRT
 BZ1307'ROAD LEADING LEFT.  TURN LEFT ON THIS ROAD FOR 1.9 MILES TO
 BZ1307'TURN RIGHT, TURN RIGHT AND GO 0.55 MILE TO TOP OF HILL AND
 BZ1307'STATION SITE ON LEFT.
 BZ1307'
 BZ1307'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BZ1307
 BZ1307                          STATION RECOVERY (1987)
 BZ1307
 BZ1307'RECOVERY NOTE BY US POWER SQUADRON 1987 (BNG)
 BZ1307'DISTURBED.  SURFACE MARK HAS BEEN HIT WITH HEAVY EQUIPMENT AND IS
 BZ1307'LEANING SLIGHTLY.
 BZ1307
 BZ1307                          STATION RECOVERY (2001)
 BZ1307
 BZ1307'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1402 ***********************************************************************
 BZ1402  DESIGNATION -  BURLINGTON ST MICHAELS BELFRY
 BZ1402  PID         -  BZ1402
 BZ1402  STATE/COUNTY-  TX/MILAM
 BZ1402  USGS QUAD   -  ROSEBUD (1978)
 BZ1402
 BZ1402                         *CURRENT SURVEY CONTROL
 BZ1402  ___________________________________________________________________
 BZ1402* NAD 83(1993)-  31 00 51.38900(N)    096 59 56.87655(W)     ADJUSTED  
 BZ1402* NAVD 88     -                                                        
 BZ1402  ___________________________________________________________________
 BZ1402  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 BZ1402  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BZ1402
 BZ1402  HORZ ORDER  -  THIRD
 BZ1402
 BZ1402.The horizontal coordinates were established by classical geodetic methods
 BZ1402.and adjusted by the National Geodetic Survey in February 1996..
 BZ1402
 BZ1402
 BZ1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1402
 BZ1402.The geoid height was determined by GEOID03.
 BZ1402
 BZ1402;                    North         East     Units Scale Factor Converg.
 BZ1402;SPC TX C     - 3,154,159.520 1,018,297.654   MT  0.99988177   +1 43 02.3
 BZ1402;SPC TX C     -10,348,271.69  3,340,864.89   sFT  0.99988177   +1 43 02.3
 BZ1402;UTM  14      - 3,432,902.790   691,004.837   MT  1.00005004   +1 01 52.5
 BZ1402
 BZ1402                          SUPERSEDED SURVEY CONTROL
 BZ1402
 BZ1402  NAD 83(1986)-  31 00 51.39895(N)    096 59 56.85758(W) AD(       ) 4
 BZ1402  NAD 27      -  31 00 50.73000(N)    096 59 55.90000(W) AD(       ) 3
 BZ1402
 BZ1402.Superseded values are not recommended for survey control.
 BZ1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1402.See file dsdata.txt to determine how the superseded data were derived.
 BZ1402
 BZ1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV9100532903(NAD 83)
 BZ1402_MARKER: 75 = BELFRY
 BZ1402
 BZ1402  HISTORY     - Date     Condition        Report By
 BZ1402  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1402
 BZ1402                          STATION DESCRIPTION
 BZ1402
 BZ1402'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7275 ***********************************************************************
 AC7275  DESIGNATION -  BURN
 AC7275  PID         -  AC7275
 AC7275  STATE/COUNTY-  TX/LAMPASAS
 AC7275  USGS QUAD   -  FLAT TOP PEAK (1979)
 AC7275
 AC7275                         *CURRENT SURVEY CONTROL
 AC7275  ___________________________________________________________________
 AC7275* NAD 83(1993)-  31 07 32.52737(N)    098 07 59.85001(W)     ADJUSTED  
 AC7275* NAVD 88     -       374.92   (+/-2cm)    1230.0    (feet)  VERTCON   
 AC7275  ___________________________________________________________________
 AC7275  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 AC7275  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AC7275
 AC7275  HORZ ORDER  -  THIRD
 AC7275  VERT ORDER  -  THIRD ? (See Below)
 AC7275
 AC7275.The horizontal coordinates were established by classical geodetic methods
 AC7275.and adjusted by the National Geodetic Survey in March 1997..
 AC7275
 AC7275.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7275.The vertical order pertains to the NGVD 29 superseded value.
 AC7275
 AC7275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7275
 AC7275.The geoid height was determined by GEOID03.
 AC7275
 AC7275;                    North         East     Units Scale Factor Converg.
 AC7275;SPC TX C     - 3,163,816.302   909,799.236   MT  0.99988409   +1 07 59.3
 AC7275;SPC TX C     -10,379,953.98  2,984,899.66   sFT  0.99988409   +1 07 59.3
 AC7275;UTM  14      - 3,443,856.102   582,633.974   MT  0.99968423   +0 26 53.0
 AC7275
 AC7275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7275!SPC TX C     -   0.99994519  x   0.99988409  =   0.99982929
 AC7275!UTM  14      -   0.99994519  x   0.99968423  =   0.99962944
 AC7275
 AC7275                          SUPERSEDED SURVEY CONTROL
 AC7275
 AC7275  NGVD 29 (03/17/97)  374.83   (m)         1229.8    (f) LEVELING    3  
 AC7275
 AC7275.Superseded values are not recommended for survey control.
 AC7275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7275.See file dsdata.txt to determine how the superseded data were derived.
 AC7275
 AC7275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8263443856(NAD 83)
 AC7275_MARKER: DS = TRIANGULATION STATION DISK
 AC7275
 AC7275  HISTORY     - Date     Condition        Report By
 AC7275  HISTORY     - 1953     MONUMENTED       USGS
 AC7275
 AC7275                          STATION DESCRIPTION
 AC7275
 AC7275'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AC7275'THE STATION IS LOCATED APPROXIMATELY 6 MI. BY RD. N-NE. OF LAMPASAS,
 AC7275'TEXAS, ON THE COCKBURN RANCH, APPROXIMATELY 0.7 MI. NE. OF THE
 AC7275'COCKBURN RESIDENCE, IN A COW PASTURE, AND AT THE HIGH POINT OF A
 AC7275'PROMINENT, BARE, ROUND-TOPPED HILL, WHICH IS PARTLY ENCIRCLED BY WOODS
 AC7275'TO THE S. AND E.
 AC7275'TO REACH THE STATION FROM THE COURTHOUSE SQUARE AT LAMPASAS, TAKE FARM
 AC7275'TO MARKET HIGHWAY 582 NE. FOR 2.6 MI. TO THE Y-INTERSECTION OF A
 AC7275'GRADED GRAVELED RD.  TURN LEFT N-NE. ON GRAVELED RD. AND GO 2.5 MI. TO
 AC7275'THE T-INTERSECTION OF A PRIVATE RD. LEADING TO THE COCKBURN RANCH
 AC7275'HOUSE.  TURN LEFT (NW.) ON PRIVATE RD. AND GO 0.1 MI. TO THE
 AC7275'Y-INTERSECTION OF A TRACK RD., APPROXIMATELY 100 YDS. SE. OF THE RANCH
 AC7275'HOUSE.  TURN RIGHT (N.) ON TRACK RD., WHICH PASSES ALONG THE W. SIDE
 AC7275'OF A BARN AND CORRAL, AND PROCEED 0.4 MI. TO THE Y-INTERSECTION OF TWO
 AC7275'FENCES AT TWO METAL GATES.  ENTER THE GATE ON THE RIGHT AND CONTINUE
 AC7275'ON TRACK RD. 0.3 MI. E-NE. TO TOP OF A HILL AND THE STATION.
 AC7275'STATION MARK--A USGS TABLET STAMPED---BURN 1953---, SET IN A CONCRETE
 AC7275'POST PROJECTING 6 IN.
 AC7275'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6252 ***********************************************************************
 AW6252  DESIGNATION -  BURN 1931
 AW6252  PID         -  AW6252
 AW6252  STATE/COUNTY-  TX/HARRIS
 AW6252  USGS QUAD   -  HIGHLANDS (1995)
 AW6252
 AW6252                         *CURRENT SURVEY CONTROL
 AW6252  ___________________________________________________________________
 AW6252* NAD 83(1993)-  29 45 41.76822(N)    095 03 30.70812(W)     ADJUSTED  
 AW6252* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6252  ___________________________________________________________________
 AW6252  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6252  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6252
 AW6252  HORZ ORDER  -  THIRD
 AW6252
 AW6252.The horizontal coordinates were established by classical geodetic methods
 AW6252.and adjusted by the National Geodetic Survey in February 1996..
 AW6252
 AW6252.The orthometric height was scaled from a topographic map.
 AW6252
 AW6252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6252
 AW6252.The geoid height was determined by GEOID03.
 AW6252
 AW6252;                    North         East     Units Scale Factor Converg.
 AW6252;SPC TXSC     - 4,220,127.262   981,089.710   MT  0.99989088   +1 55 51.5
 AW6252;SPC TXSC     -13,845,534.19  3,218,791.82   sFT  0.99989088   +1 55 51.5
 AW6252;UTM  15      - 3,294,144.757   300,964.838   MT  1.00008880   -1 01 19.8
 AW6252
 AW6252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6252!SPC TXSC     -   1.00000427  x   0.99989088  =   0.99989515
 AW6252!UTM  15      -   1.00000427  x   1.00008880  =   1.00009307
 AW6252
 AW6252                          SUPERSEDED SURVEY CONTROL
 AW6252
 AW6252  NAD 83(1986)-  29 45 41.78388(N)    095 03 30.68940(W) AD(       ) 3
 AW6252  NAD 27      -  29 45 40.96718(N)    095 03 29.94213(W) AD(       ) 3
 AW6252
 AW6252.Superseded values are not recommended for survey control.
 AW6252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6252.See file dsdata.txt to determine how the superseded data were derived.
 AW6252
 AW6252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0096594145(NAD 83)
 AW6252_MARKER: DS = TRIANGULATION STATION DISK
 AW6252_SETTING: 0 = UNSPECIFIED SETTING
 AW6252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6252
 AW6252  HISTORY     - Date     Condition        Report By
 AW6252  HISTORY     - 1931     MONUMENTED       CGS
 AW6252  HISTORY     - 1950     GOOD             HLPCO
 AW6252  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6252
 AW6252                          STATION DESCRIPTION
 AW6252
 AW6252'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6252'LOCATED ON THE S SHORE OF BURNETT BAY, ABOUT N OF THE MOST
 AW6252'N PART OF CRYSTAL LAKE.  SEVENTEEN METERS S OF STATION IS A
 AW6252'POWER-TRANSMISSION LINE RUNNING IN AN E-W DIRECTION WHICH
 AW6252'CROSSES BURNETT BAY AT ITS NARROWEST PLACE AND WHICH IS
 AW6252'ABOUT 250 METERS NW OF STATION.  STATION IS ABOUT 30 METERS
 AW6252'E OF A GRASSY MARSH, 45 METERS NE OF A SMALL GROUP OF ELMS,
 AW6252'320 METERS W OF A HEAVILY WOODED AREA, AND 22 METERS S OF THE
 AW6252'SHORELINE.
 AW6252'
 AW6252'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 AW6252'POST.
 AW6252'
 AW6252'REFERENCE MARKS ARE 1/2-INCH BRASS RODS SET IN 6-INCH CONCRETE
 AW6252'CYLINDERS EXTENDING 4 INCHES OUT OF GROUND.  THE NUMBER
 AW6252'OF REFERENCE WAS STAMPED ON THE TOP OF ROD.  THE MEASUREMENTS
 AW6252'WERE NOT MADE ON THE HORIZONTAL.  THE DIFFERENCE OF ELEVATION WAS
 AW6252'LESS THAN 2 FEET.
 AW6252'
 AW6252'REFERENCE MARK 1 IS 14.615 METERS FROM STATION S 52 DEG W.
 AW6252'
 AW6252'REFERENCE MARK 2 IS 11.955 METERS FROM STATION N 77 DEG 30 W.
 AW6252
 AW6252                          STATION RECOVERY (1950)
 AW6252
 AW6252'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1950 (THE)
 AW6252'RECOVERED STATION MARK, A STANDARD DISK SET IN A CONCRETE
 AW6252'CYLINDER AND ONLY MARKED 1931.  UNABLE TO RECOVER REFERENCE
 AW6252'MARKS.
 AW6252
 AW6252                          STATION RECOVERY (1952)
 AW6252
 AW6252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6252'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  A NEW HOUSE
 AW6252'HAS BEEN BUILT IN THE VICINITY AND A 3-FOOT FILL HAS BEEN MADE
 AW6252'AT THE LOCATION OF THE STATION.  STATION WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5763 ***********************************************************************
 DG5763  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5763  DESIGNATION -  BURNET CORS ARP
 DG5763  CORS_ID     -  TXBU
 DG5763  PID         -  DG5763
 DG5763  STATE/COUNTY-  TX/BURNET
 DG5763  USGS QUAD   -  BURNET (1967)
 DG5763
 DG5763                         *CURRENT SURVEY CONTROL
 DG5763  ___________________________________________________________________
 DG5763* NAD 83(CORS)-  30 45 01.64120(N)    098 11 03.76020(W)     ADJUSTED  
 DG5763* NAVD 88     -                                                        
 DG5763  ___________________________________________________________________
 DG5763  EPOCH DATE  -        2002.00
 DG5763  X           -    -781,062.389 (meters)                     COMP
 DG5763  Y           -  -5,430,685.944 (meters)                     COMP
 DG5763  Z           -   3,242,372.518 (meters)                     COMP
 DG5763  ELLIP HEIGHT-         439.26  (meters)          (06/??/04) GPS OBS
 DG5763  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 DG5763
 DG5763  HORZ ORDER  -  SPECIAL (CORS)
 DG5763  ELLP ORDER  -  SPECIAL (CORS)
 DG5763
 DG5763.ITRF positions are available for this station.
 DG5763.The coordinates were established by GPS observations
 DG5763.and adjusted by the National Geodetic Survey in June 2004..
 DG5763.The coordinates are valid at the epoch date displayed above.
 DG5763.The epoch date for horizontal control is a decimal equivalence
 DG5763.of Year/Month/Day.
 DG5763
 DG5763
 DG5763.The PID for the CORS L1 Phase Center is DH5961.
 DG5763
 DG5763.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5763
 DG5763.The ellipsoidal height was determined by GPS observations
 DG5763.and is referenced to NAD 83.
 DG5763
 DG5763.The geoid height was determined by GEOID03.
 DG5763
 DG5763;                    North         East     Units Scale Factor Converg.
 DG5763;SPC TX C     - 3,122,130.713   905,731.738   MT  0.99989128   +1 06 24.6
 DG5763;SPC TX C     -10,243,190.51  2,971,554.88   sFT  0.99989128   +1 06 24.6
 DG5763
 DG5763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5763!SPC TX C     -   0.99993102  x   0.99989128  =   0.99982231
 DG5763
 DG5763                          SUPERSEDED SURVEY CONTROL
 DG5763
 DG5763.No superseded survey control is available for this station.
 DG5763
 DG5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7806802231(NAD 83)
 DG5763_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5763
 DG5763                          STATION DESCRIPTION
 DG5763
 DG5763'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5763'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5763'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5763'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5763'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5763'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5961 ***********************************************************************
 DH5961  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5961  DESIGNATION -  BURNET CORS L1 PHASE CENTER
 DH5961  CORS_ID     -  TXBU
 DH5961  PID         -  DH5961
 DH5961  STATE/COUNTY-  TX/BURNET
 DH5961  USGS QUAD   -  BURNET (1967)
 DH5961
 DH5961                         *CURRENT SURVEY CONTROL
 DH5961  ___________________________________________________________________
 DH5961* NAD 83(CORS)-  30 45 01.64121(N)    098 11 03.76018(W)     ADJUSTED  
 DH5961* NAVD 88     -                                                        
 DH5961  ___________________________________________________________________
 DH5961  EPOCH DATE  -        2002.00
 DH5961  X           -    -781,062.398 (meters)                     COMP
 DH5961  Y           -  -5,430,686.003 (meters)                     COMP
 DH5961  Z           -   3,242,372.554 (meters)                     COMP
 DH5961  ELLIP HEIGHT-         439.33  (meters)          (06/??/04) GPS OBS
 DH5961  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 DH5961
 DH5961  HORZ ORDER  -  SPECIAL (CORS)
 DH5961  ELLP ORDER  -  SPECIAL (CORS)
 DH5961
 DH5961.ITRF positions are available for this station.
 DH5961.The coordinates were established by GPS observations
 DH5961.and adjusted by the National Geodetic Survey in June 2004..
 DH5961.The coordinates are valid at the epoch date displayed above.
 DH5961.The epoch date for horizontal control is a decimal equivalence
 DH5961.of Year/Month/Day.
 DH5961
 DH5961
 DH5961.The PID for the CORS ARP is DG5763.
 DH5961
 DH5961.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5961
 DH5961.The ellipsoidal height was determined by GPS observations
 DH5961.and is referenced to NAD 83.
 DH5961
 DH5961.The geoid height was determined by GEOID03.
 DH5961
 DH5961;                    North         East     Units Scale Factor Converg.
 DH5961;SPC TX C     - 3,122,130.714   905,731.739   MT  0.99989128   +1 06 24.6
 DH5961;SPC TX C     -10,243,190.52  2,971,554.88   sFT  0.99989128   +1 06 24.6
 DH5961
 DH5961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5961!SPC TX C     -   0.99993101  x   0.99989128  =   0.99982230
 DH5961
 DH5961                          SUPERSEDED SURVEY CONTROL
 DH5961
 DH5961.No superseded survey control is available for this station.
 DH5961
 DH5961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7806802231(NAD 83)
 DH5961_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH5961
 DH5961                          STATION DESCRIPTION
 DH5961
 DH5961'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH5961'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5961'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5961'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5961'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5961'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0923 ***********************************************************************
 DO0923  DESIGNATION -  BURNETT
 DO0923  PID         -  DO0923
 DO0923  STATE/COUNTY-  TX/KNOX
 DO0923  USGS QUAD   -  RHINELAND (1967)
 DO0923
 DO0923                         *CURRENT SURVEY CONTROL
 DO0923  ___________________________________________________________________
 DO0923* NAD 83(1993)-  33 36 34.54366(N)    099 40 08.23930(W)     ADJUSTED  
 DO0923* NAVD 88     -       460.1    (meters)    1510.     (feet)  VERTCON   
 DO0923  ___________________________________________________________________
 DO0923  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DO0923  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DO0923
 DO0923  HORZ ORDER  -  FIRST
 DO0923
 DO0923.The horizontal coordinates were established by classical geodetic methods
 DO0923.and adjusted by the National Geodetic Survey in February 1996..
 DO0923
 DO0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0923
 DO0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0923
 DO0923.The geoid height was determined by GEOID03.
 DO0923
 DO0923;                    North         East     Units Scale Factor Converg.
 DO0923;SPC TXNC     - 2,216,058.948   491,525.700   MT  0.99991992   -0 38 15.2
 DO0923;SPC TXNC     - 7,270,520.07  1,612,613.90   sFT  0.99991992   -0 38 15.2
 DO0923;UTM  14      - 3,719,070.608   437,941.695   MT  0.99964748   -0 22 13.1
 DO0923
 DO0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0923!SPC TXNC     -   0.99993221  x   0.99991992  =   0.99985214
 DO0923!UTM  14      -   0.99993221  x   0.99964748  =   0.99957972
 DO0923
 DO0923|---------------------------------------------------------------------|
 DO0923| PID    Reference Object                     Distance      Geod. Az  |
 DO0923|                                                           dddmmss.s |
 DO0923| CX7690 BURNETT RM 1                         22.744 METERS 06552     |
 DO0923| DO0921 B K ELECTRIC RADIO TOWER            APPROX. 4.9 KM 0864957.3 |
 DO0923| DO0869 GOREE TANK                          APPROX.20.5 KM 1392405.0 |
 DO0923| DO0870 MUNDAY TOWER                        APPROX.18.4 KM 1662027.8 |
 DO0923| CX7692 BURNETT RM 3                                       1781000.7 |
 DO0923| CX7691 BURNETT RM 2                         26.088 METERS 18116     |
 DO0923| CX7689 BURNETT AZ MK                                      1865435.3 |
 DO0923| DO0929 BENJAMIN MUNICIPAL TANK             APPROX.12.1 KM 2552756.2 |
 DO0923| DO0925 GILLILAND WATER TANK                APPROX.13.5 KM 3535434.7 |
 DO0923|---------------------------------------------------------------------|
 DO0923
 DO0923                          SUPERSEDED SURVEY CONTROL
 DO0923
 DO0923  NAD 83(1993)-  33 36 34.54517(N)    099 40 08.23991(W) AD(       ) 1
 DO0923  NAD 83(1986)-  33 36 34.55078(N)    099 40 08.23079(W) AD(       ) 1
 DO0923  NAD 27      -  33 36 34.22100(N)    099 40 06.91900(W) AD(       ) 1
 DO0923  NGVD 29 (07/19/86)  460.0    (m)         1509.     (f) VERT ANG       
 DO0923
 DO0923.Superseded values are not recommended for survey control.
 DO0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0923.See file dsdata.txt to determine how the superseded data were derived.
 DO0923
 DO0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3794219071(NAD 83)
 DO0923_MARKER: DS = TRIANGULATION STATION DISK
 DO0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0923_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0923_STAMPING: BURNETT 1935
 DO0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0923
 DO0923  HISTORY     - Date     Condition        Report By
 DO0923  HISTORY     - 1935     MONUMENTED       CGS
 DO0923  HISTORY     - 1938     GOOD             TXHD
 DO0923  HISTORY     - 1958     GOOD             LOCSUR
 DO0923  HISTORY     - 1958     GOOD             CGS
 DO0923  HISTORY     - 1961     GOOD             CGS
 DO0923  HISTORY     - 1966     GOOD             USGS
 DO0923  HISTORY     - 1967     GOOD             USGS
 DO0923  HISTORY     - 1974     GOOD             NGS
 DO0923  HISTORY     - 1978     GOOD             DMA
 DO0923  HISTORY     - 19970826 GOOD             TXDOT
 DO0923
 DO0923                          STATION DESCRIPTION
 DO0923
 DO0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0923'STATION IS 7 MILES E AND 2 MILES N OF BENJAMIN COURTHOUSE,
 DO0923'AND 6 MILES A LITTLE S OF VERA, ON PASTURE LAND OWNED BY MR.
 DO0923'C.H. BURNETT, 30 FEET E OF THE EASTERLY OF TWO PASTURE ROADS.
 DO0923'MARK PROJECTS 6 INCHES ABOVE GROUND.
 DO0923'
 DO0923'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0923'BRONZE DISKS SET IN CONCRETE.
 DO0923'
 DO0923'REFERENCE MARK NO. 1 IS ESE OF STATION, AND 75 FEET W OF EDGE
 DO0923'OF DRAW.  MARK PROJECTS 8 INCHES.
 DO0923'
 DO0923'REFERENCE MARK NO. 2 IS S OF STATION, AND 20 FEET E OF THE
 DO0923'EASTERLY FIELD ROAD.  MARK PROJECTS 6 INCHES.
 DO0923'
 DO0923'AZIMUTH MARK IS 0.8 MILE S OF STATION, AND 42 FEET N OF THE
 DO0923'CENTER LINE OF STATE HIGHWAY 24.  MARK PROJECTS 6 INCHES.
 DO0923'TO REACH FROM STATION, GO BACK TO ENTRANCE GATE ON HIGHWAY,
 DO0923'TURN LEFT AND GO 0.15 MILE E TO MARK 7 FEET INSIDE N OF FENCE.
 DO0923'
 DO0923'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16
 DO0923'AND 24 IN BENJAMIN, GO E ON STATE HIGHWAY 24 FOR 7.0 MILES
 DO0923'AND TURN LEFT (N) THROUGH A GATE ONTO FIELD ROAD JUST AFTER
 DO0923'CROSSING CONCRETE CULVERT, GO 0.35 MILE, PASS THROUGH GATE,
 DO0923'CONTINUE N FOR 0.5 MILE ON FIELD ROAD TO STATION MARK WHICH
 DO0923'IS 30 FEET TO THE RIGHT.  THIS IS JUST S OF WHERE THE ROAD
 DO0923'DIPS INTO THE VALLEY.
 DO0923'
 DO0923'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DO0923
 DO0923                          STATION RECOVERY (1938)
 DO0923
 DO0923'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DO0923'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 DO0923'GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 DO0923'MARK.
 DO0923
 DO0923                          STATION RECOVERY (1958)
 DO0923
 DO0923'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958 (LOJ)
 DO0923'LETTER OF MR. L.O. JACKSON, MUNDAY, TEXAS DATED MARCH 2, 1958--
 DO0923'
 DO0923'STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND TO BE IN GOOD
 DO0923'CONDITION.
 DO0923'
 DO0923'TO REACH STATION FROM BENJAMIN GO E ON U.S. HWY 82 7.75 MILES
 DO0923'AND N ON FM HWY 267 0.75 MILE TO THE BEGINNING OF CEDAR BREAKS
 DO0923'ON E SIDE OF HIGHWAY.  STATION IS INSIDE THE RIGHT-OF-WAY,
 DO0923'BEING 15 FEET W OF E RIGHT-OF-WAY FENCE.
 DO0923'
 DO0923'TO REACH THE AZIMUTH MARK FROM STATION GO S ON U.S. HWY 82,
 DO0923'THEN W 0.15 MILE ON U.S. HWY 82 AND THE MARK IS 3 FEET N OF
 DO0923'NORTH RIGHT-OF-WAY FENCE IN MESQUITE PASTURE.
 DO0923
 DO0923                          STATION RECOVERY (1958)
 DO0923
 DO0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 DO0923'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DO0923'A NEW HIGHWAY HAS BEEN BUILT NEAR THE STATION AND THE STATION
 DO0923'IS ON THE RIGHT OF WAY OF THIS ROAD.  FOLLOWING IS A NEW
 DO0923'DESCRIPTION TO REACH THE STATION--
 DO0923'
 DO0923'TO REACH FROM BENJAMIN, FROM THE JUNCTION OF U.S. HIGHWAY 82
 DO0923'AND STATE HIGHWAY 283, GO EAST ON U.S. 82 FOR 5.4 MILES TO
 DO0923'THE AZIMUTH MARK ON THE LEFT (MARK IS 4 FEET NORTH OF THE
 DO0923'RIGHT OF WAY FENCE), CONTINUE EAST ON U.S. 82 FOR 0.1 MILE
 DO0923'TO JUNCTION WITH FARM ROAD 267, TURN LEFT AND GO NORTH ON
 DO0923'FARM ROAD 267 FOR 0.3 MILE TO THE STATION ON THE RIGHT JUST
 DO0923'BEFORE ROAD STARTS DOWNHILL.
 DO0923'
 DO0923'THE STATION MARK IN ON THE EAST RIGHT OF WAY OF THE HIGHWAY
 DO0923'AND 13 FEET WEST-NORTHWEST OF THE NORTH END OF A WIRE GATE.
 DO0923'R.M. NO. 1 IS IN THE PASTURE TO THE EAST OF THE STATION.
 DO0923'R.M. NO. 2 IS ON THE RIGHT OF WAY TO THE SOUTH OF THE STATION
 DO0923'AND IS 12 FEET WEST OF THE EAST RIGHT OF WAY FENCE.
 DO0923
 DO0923                          STATION RECOVERY (1961)
 DO0923
 DO0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JRM)
 DO0923'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DO0923'IN GOOD CONDITION AS DESCRIBED.  STATION IS 7.3 MILES EAST
 DO0923'OF BENJAMIN AND 0.75 MILE NORTH OF U.S. 82 AND 5.25 MILES NORTH
 DO0923'OF RHINELAND.  TO REACH THE STATION FROM BENJAMIN, GO EAST
 DO0923'ON U.S. 82 FOR 7.3 MILES TO F.M. 267.  TURN NORTH FOR 0.75
 DO0923'MILE AND STATION IS ON THE EAST SIDE OF F.M. 267, 41.5 FEET
 DO0923'FROM CENTER LINE, JUST INSIDE RIGHT-OF-WAY FENCE.  REFERENCE
 DO0923'MARK NO. 1 IS NORTH 53 DEG EAST FROM STATION.  REFERENCE MARK
 DO0923'NO.  2 IS SOUTH 10 DEG EAST FROM STATION, 39 FEET FROM CENTER
 DO0923'LINE OF F.M. 267.
 DO0923
 DO0923                          STATION RECOVERY (1966)
 DO0923
 DO0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0923'TO REACH STATION FROM JUNCTION OF STATE HWY 283 AND U.S. HWY
 DO0923'82 IN BEMJAMIN, GO E ON HWY 82 FOR 7 MILES, TO JCT WITH STATE
 DO0923'HWY 267, GO 0.8 MILE N ON HWY 267 TO STATION.  STATION IS ON
 DO0923'E EDGE OF EAST DITCH AND IS 41 FEET E OF CENTER OF HIGHWAY.
 DO0923'MARK IS A STANDARD TABLET SET IN TOP OF CONCRETE POST, STAMPED
 DO0923'BURNETT 1935.
 DO0923'
 DO0923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MI. E AND
 DO0923'2 MI. N OF BENJAMIN COURTHOUSE
 DO0923
 DO0923                          STATION RECOVERY (1967)
 DO0923
 DO0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JTD)
 DO0923'STATION MARK AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 DO0923'FOR DESCRIPTION OF HOW
 DO0923'TO REACH THE STATION, SEE FORM 9-1165 SUBMITTED BY D. L. ACKERMAN
 DO0923'(USGS) IN 1966.
 DO0923'
 DO0923'STATION MARK--A STANDARD USC AND GS BRONZE DISK SET IN A CONCRETE
 DO0923'POST THAT PROJECTS 0.4 FOOT.  THE TABLET IS STAMPED BURNETT 1935.
 DO0923
 DO0923                          STATION RECOVERY (1974)
 DO0923
 DO0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0923'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DO0923'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.
 DO0923'A NEW REFERENCE MARK 3 WAS ESTABLISHED AT THIS DATE.  AN
 DO0923'ADEQUATE HORIZONTAL CHECK WAS MADE ON REFERENCE MARKS 1 AND
 DO0923'2, HOWEVER A DIFFERENCE OF 0.009 METER LONGER IN DISTANCE
 DO0923'TO REFERENCE MARK 1 WAS RECORDED AND VERIFIED AND A DIFFERENCE
 DO0923'OF 0.012 METER SHORTER IN DISTANCE TO REFERENCE MARK 2 WAS
 DO0923'RECORDED AND VERIFIED.  THE STATION MARK SHOWS SIGN OF
 DO0923'RECENTLY BEING HIT.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 DO0923'
 DO0923'THE STATION IS ABOUT 7 MILES EAST OF BENJAMIN, 6 MILES
 DO0923'SOUTH-SOUTHWEST OF VERA AND ON STATE HIGHWAY RIGHT-OF-WAY.
 DO0923'
 DO0923'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82
 DO0923'AND FARM ROAD 267 (NORTH) ABOUT 7 MILES EAST OF BENJAMIN,
 DO0923'(REFERENCE MARK 3 IS LOCATED AT THIS JUNCTION) GO NORTH ON
 DO0923'FARM ROAD 267 FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 DO0923'
 DO0923'THE STATION MARKS ARE STANDARD DISKS STAMPED BURNETT 1935.
 DO0923'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DO0923'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 DO0923'IT IS 21 FEET EAST OF THE APPROXIMATE CENTER OF FARM ROAD
 DO0923'267 AND 11 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED
 DO0923'IN A NORTH-SOUTH FENCE LINE.  THE UNDERGROUND DISK IS SET IN
 DO0923'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 DO0923'SURFACE.
 DO0923'
 DO0923'REFERENCE MARK 1, A STANDARD DISK STAMPED BURNETT NO 1 1935,
 DO0923'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DO0923'PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 50.4 FEET
 DO0923'EAST OF THE NORTH-SOUTH LINE AND 45 FEET NORTH OF THE NORTHEAST
 DO0923'CORNER OF A CORRAL.
 DO0923'
 DO0923'REFERENCE MARK 3, A STANDARD DISK STAMPED BURNETT 1935 NO
 DO0923'3 1974, IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 DO0923'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 115 FEET NORTH
 DO0923'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 82, 23 FEET WEST
 DO0923'OF THE APPROXIMATE CENTER OF FARM ROAD 267 (NORTH), 20 FEET
 DO0923'SOUTH IN THE REVERSE Y AND 4 FEET NORTH OF A 4 INCH IN DIAMETER
 DO0923'METAL PIPE WITH ROAD SIGNS ATTACHED.
 DO0923'
 DO0923'REFERENCE MARK 2, A STANDARD DISK STAMPED BURNETT NO 2 1935,
 DO0923'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUNENT THAT
 DO0923'PROJECTS 10-INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET
 DO0923'EAST OF THE APPROXIMATE CENTER OF FARM ROAD 267 AND 13.5
 DO0923'FEET WEST OF THE NORTH-SOUTH FENCE LINE.
 DO0923'
 DO0923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 DO0923'SOUTH-SOUTHWEST OF VERA
 DO0923
 DO0923                          STATION RECOVERY (1978)
 DO0923
 DO0923'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (B)
 DO0923'BURNETT RECOVERED GOOD.
 DO0923'
 DO0923'DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST OF SEYMOUR.
 DO0923
 DO0923                          STATION RECOVERY (1997)
 DO0923
 DO0923'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 DO0923'STATION RECOVERED, OTHER MARKS NOT LOOKED FOR, STATION SURFACE MARK
 DO0923'HAS BEEN DAMAGED ON NW AND SW SIDES - STATION POSITION MAY BE SHIFTED
 DO0923'TO THE EAST - MONUMENT DOES NOT APPEAR TO BE LEANING - STATION SURFACE
 DO0923'MARK PROJECTS ABOUT 18 INCHES AND IS ABOUT 6 INCHES EAST OF AN ORANGE
 DO0923'PLASTIC NOAA WITNESS POST, SUITABLE FOR GPS OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3119 ***********************************************************************
 CS3119  DESIGNATION -  BURNETT
 CS3119  PID         -  CS3119
 CS3119  STATE/COUNTY-  TX/HOOD
 CS3119  USGS QUAD   -  ACTON (1979)
 CS3119
 CS3119                         *CURRENT SURVEY CONTROL
 CS3119  ___________________________________________________________________
 CS3119* NAD 83(1993)-  32 29 54.68887(N)    097 40 03.71375(W)     ADJUSTED  
 CS3119* NAVD 88     -       314.5    (meters)    1032.     (feet)  VERTCON   
 CS3119  ___________________________________________________________________
 CS3119  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 CS3119  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CS3119
 CS3119  HORZ ORDER  -  SECOND
 CS3119
 CS3119.The horizontal coordinates were established by classical geodetic methods
 CS3119.and adjusted by the National Geodetic Survey in February 1996..
 CS3119
 CS3119.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3119
 CS3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3119
 CS3119.The geoid height was determined by GEOID03.
 CS3119
 CS3119;                    North         East     Units Scale Factor Converg.
 CS3119;SPC TXNC     - 2,092,555.242   678,211.135   MT  0.99991889   +0 27 14.2
 CS3119;SPC TXNC     - 6,865,324.99  2,225,097.70   sFT  0.99991889   +0 27 14.2
 CS3119;UTM  14      - 3,596,477.507   625,162.167   MT  0.99979318   +0 42 57.3
 CS3119
 CS3119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3119!SPC TXNC     -   0.99995503  x   0.99991889  =   0.99987392
 CS3119!UTM  14      -   0.99995503  x   0.99979318  =   0.99974822
 CS3119
 CS3119|---------------------------------------------------------------------|
 CS3119| PID    Reference Object                     Distance      Geod. Az  |
 CS3119|                                                           dddmmss.s |
 CS3119| CX9946 BURNETT RM 1                         27.438 METERS 04833     |
 CS3119| CS3120 PTS 14 Y USGS 1946                  276.110 METERS 12854     |
 CS3119| CX9945 BURNETT AZ MK                                      1970315.9 |
 CS3119| CX9947 BURNETT RM 2                         40.246 METERS 35833     |
 CS3119|---------------------------------------------------------------------|
 CS3119
 CS3119                          SUPERSEDED SURVEY CONTROL
 CS3119
 CS3119  NAD 83(1986)-  32 29 54.69216(N)    097 40 03.69463(W) AD(       ) 2
 CS3119  NAD 27      -  32 29 54.19500(N)    097 40 02.60400(W) AD(       ) 2
 CS3119  NGVD 29 (07/28/98)  314.5    (m)         1032.     (f) VERT ANG       
 CS3119
 CS3119.Superseded values are not recommended for survey control.
 CS3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3119.See file dsdata.txt to determine how the superseded data were derived.
 CS3119
 CS3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA2516296478(NAD 83)
 CS3119_MARKER: DS = TRIANGULATION STATION DISK
 CS3119_SETTING: 66 = SET IN ROCK OUTCROP
 CS3119_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CS3119_PROJECTION: FLUSH
 CS3119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS3119+STABILITY: POSITION/ELEVATION WELL
 CS3119
 CS3119  HISTORY     - Date     Condition        Report By
 CS3119  HISTORY     - 1946     MONUMENTED       CGS
 CS3119  HISTORY     - 1951     GOOD             CGS
 CS3119  HISTORY     - 1959     GOOD             USGS
 CS3119
 CS3119                          STATION DESCRIPTION
 CS3119
 CS3119'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3119'STATION IS LOCATED ABOUT 4 MILES SW OF THE VILLAGE OF CRESSON
 CS3119'AND 0.5 MILE N OF U.S. HIGHWAY 377.  IT IS LOCATED ON THE
 CS3119'EXTREME S END OF A PROMINENT MESA AND IN PASTURE LAND OF
 CS3119'THE BURNETT RANCH.  IT IS 0.15 MILE N OF THE OLD U.S. HIGHWAY
 CS3119'377 AND 6 FEET N OF A WHITE WOODEN WITNESS POST.
 CS3119'
 CS3119'STATION MARK IS A BRONZE STATION DISK SET IN A DRILLED HOLE
 CS3119'IN BEDROCK AND FLUSH WITH THE GROUND.  IT IS STAMPED BURNETT 1946.
 CS3119'
 CS3119'REFERENCE MARK 1 IS 90.02 FEET NE OF THE STATION.  IT IS A
 CS3119'BRONZE REFERENCE DISK SET IN A DRILLED HOLE IN BEDROCK AND
 CS3119'FLUSH WITH THE GROUND.  IT IS STAMPED BURNETT NO 1 1946.
 CS3119'
 CS3119'REFERENCE MARK 2 IS 132.04 FEET NNW OF THE STATION AND ABOUT
 CS3119'24 FEET E OF THE W EDGE OF THE MESA.  IT IS A BRONZE REFERENCE
 CS3119'DISK SET IN A DRILLED HOLE IN BEDROCK AND FLUSH WITH THE GROUND.
 CS3119'IT IS STAMPED BURNETT NO 2 1946.
 CS3119'
 CS3119'AZIMUTH MARK IS 0.6 MILE SSW OF THE STATION AND SET IN A
 CS3119'DRILLED HOLE IN THE TOP OF A CONCRETE CULVERT.  IT IS 22 FEET
 CS3119'N OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 377, 200
 CS3119'YARDS S OF THE RANDALE POOR FARMHOUSE, AND 1 FOOT W OF THE
 CS3119'E END OF THE CULVERT.  IT IS STAMPED BURNETT 1946.
 CS3119'
 CS3119'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CS3119'BURNETT TO U.S.G.S. BENCH MARK 14Y.  THE MARK IS A 6-INCH
 CS3119'STOVEPIPE FILLED WITH CONCRETE WITH A STANDARD U.S.G.S. DISK
 CS3119'SET IN THE TOP.  IT IS 32 FEET S OF THE APPROXIMATE CENTER
 CS3119'LINE OF THE OLD UNUSED U.S. HIGHWAY 377 AND 2-1/2 FEET S OF
 CS3119'AN E-W FENCE LINE.  THE MARK PROJECTS 12 INCHES AND THE DISK
 CS3119'IS STAMPED PRI TRA STA 14Y 114 (ELEVATION) 1923.  IT IS 276.108
 CS3119'METERS (905.86 FEET) SE OF TRIANGULATION STATION BURNETT.
 CS3119'
 CS3119'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 377
 CS3119'AND STATE HIGHWAY 171 IN THE SMALL VILLAGE OF CRESSON, GO
 CS3119'SW ON U.S. HIGHWAY 377 FOR 0.9 MILE TO A T-ROAD RIGHT, TURN
 CS3119'RIGHT AND GO 3.1 MILES TO A BOARD GATE ON THE RIGHT, PASS
 CS3119'THROUGH GATE AND GO N FOR 0.15 MILE TO THE SUMMIT OF THE
 CS3119'MESA AND THE STATION AS DESCRIBED.
 CS3119'
 CS3119'TO REACH THE AZIMUTH MARK FROM THE BOARD GATE INTO THE STATION,
 CS3119'GO W ON OLD U.S. HIGHWAY FOR 0.3 MILE TO A BOARD GATE ON THE
 CS3119'LEFT.  PASS THROUGH GATE AND GO S THROUGH THE RANDAL POOR
 CS3119'FARM LOT FOR 0.2 MILE TO THE NEW U.S. HIGHWAY 377, THENCE
 CS3119'LEFT FOR 0.1 MILE TO A CONCRETE CULVERT AND AZIMUTH MARK ON
 CS3119'THE LEFT AS DESCRIBED.
 CS3119'
 CS3119'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 CS3119
 CS3119                          STATION RECOVERY (1951)
 CS3119
 CS3119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3119'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3119'DESCRIBED.
 CS3119
 CS3119                          STATION RECOVERY (1959)
 CS3119
 CS3119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS3119'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32097-3, STATION 1005.
 CS3119'RECOVERED BY USGS IN 1959.  STATION, REFERENCE, AND AZIMUTH MARKS
 CS3119'FOUND IN GOOD CONDITION.
 CS3119'STATION MARK--STANDARD USC AND GS DISK CEMENTED IN OUTCROP,
 CS3119'STAMPED---BURNETT 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1657 ***********************************************************************
 FL1657  DESIGNATION -  BURNETT
 FL1657  PID         -  FL1657
 FL1657  STATE/COUNTY-  TX/CARSON
 FL1657  USGS QUAD   -  MC BRIDE (1978)
 FL1657
 FL1657                         *CURRENT SURVEY CONTROL
 FL1657  ___________________________________________________________________
 FL1657* NAD 83(1993)-  35 31 40.03699(N)    101 24 41.16124(W)     ADJUSTED  
 FL1657* NAVD 88     -      1010.     (meters)    3314.     (feet)  SCALED    
 FL1657  ___________________________________________________________________
 FL1657  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 FL1657  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 FL1657
 FL1657  HORZ ORDER  -  FIRST
 FL1657
 FL1657.The horizontal coordinates were established by classical geodetic methods
 FL1657.and adjusted by the National Geodetic Survey in February 1996..
 FL1657
 FL1657.The orthometric height was scaled from a topographic map.
 FL1657
 FL1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1657
 FL1657.The geoid height was determined by GEOID03.
 FL1657
 FL1657;                    North         East     Units Scale Factor Converg.
 FL1657;SPC TX N     - 1,169,491.538   208,032.098   MT  0.99991271   +0 03 04.8
 FL1657;SPC TX N     - 3,836,906.82    682,518.64   sFT  0.99991271   +0 03 04.8
 FL1657;UTM  14      - 3,934,249.941   281,353.817   MT  1.00018916   -1 24 06.6
 FL1657
 FL1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1657!SPC TX N     -   0.99984561  x   0.99991271  =   0.99975833
 FL1657!UTM  14      -   0.99984561  x   1.00018916  =   1.00003474
 FL1657
 FL1657:                Primary Azimuth Mark                     Grid Az
 FL1657:SPC TX N     -  BURNETT AZ MK                            061 11 02.2
 FL1657:UTM  14      -  BURNETT AZ MK                            062 38 13.6
 FL1657
 FL1657|---------------------------------------------------------------------|
 FL1657| PID    Reference Object                     Distance      Geod. Az  |
 FL1657|                                                           dddmmss.s |
 FL1657| CJ6768 BURNETT AZ MK                                      0611407.0 |
 FL1657| CJ6769 BURNETT RM 1                          9.310 METERS 25756     |
 FL1657| CJ6770 BURNETT RM 2                          7.521 METERS 35615     |
 FL1657|---------------------------------------------------------------------|
 FL1657
 FL1657                          SUPERSEDED SURVEY CONTROL
 FL1657
 FL1657  NAD 83(1993)-  35 31 40.03928(N)    101 24 41.15814(W) AD(       ) 1
 FL1657  NAD 83(1986)-  35 31 40.04392(N)    101 24 41.15133(W) AD(       ) 1
 FL1657  NAD 27      -  35 31 39.88000(N)    101 24 39.55000(W) AD(       ) 1
 FL1657
 FL1657.Superseded values are not recommended for survey control.
 FL1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1657.See file dsdata.txt to determine how the superseded data were derived.
 FL1657
 FL1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8135434250(NAD 83)
 FL1657_MARKER: DS = TRIANGULATION STATION DISK
 FL1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1657
 FL1657  HISTORY     - Date     Condition        Report By
 FL1657  HISTORY     - 1951     MONUMENTED       CGS
 FL1657  HISTORY     - 1956     GOOD             CGS
 FL1657
 FL1657                          STATION DESCRIPTION
 FL1657
 FL1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1657'THE STATION IS LOCATED ON A SMALL GRASSY KNOLL IN SOME PASTURE
 FL1657'LAND.  IT IS ABOUT 13 MILES AIRLINE NORTH OF PANHANDLE, ABOUT
 FL1657'9 MILES AIRLINE SOUTH OF BORGER, ABOUT 14 MILES AIRLINE NORTHWEST
 FL1657'OF WHITEDEER, AND ABOUT 0.4 MILE WEST OF STATE HIGHWAY 117.
 FL1657'
 FL1657'THE STATION IS 9 FEET NORTHWEST OF A WHITE WITNESS POST.  IT IS
 FL1657'A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1657'POST THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED--BURNETT
 FL1657'1951.
 FL1657'
 FL1657'REFERENCE MARK NUMBER ONE IS 36 FEET WEST-NORTHWEST OF THE
 FL1657'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.  IT
 FL1657'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1657'POST THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED--BURNETT NO 1
 FL1657'1951.
 FL1657'
 FL1657'REFERENCE MARK NUMBER TWO IS 31 FEET NORTH OF THE WITNESS POST
 FL1657'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 FL1657'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1657'PROJECTS 4 INCHES.  THE DISK IS STAMPED--BURNETT NO 2 1951.
 FL1657'
 FL1657'THE AZIMUTH MARK IS 52 FEET EAST OF THE CENTER LINE OF STATE
 FL1657'HIGHWAY 117, 1 FOOT WEST OF A WIRE FENCE, AND 175 YARDS NORTH OF
 FL1657'A CATTLE GUARD.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FL1657'10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  THE
 FL1657'DISK IS STAMPED--BURNETT 1951.  TO REACH THE MARK FROM THE
 FL1657'STATION GO NORTH FOR 0.15 MILE TO A ROAD.  TURN RIGHT, EAST, AND
 FL1657'GO 0.4 MILE TO STATE HIGHWAY 117.  TURN LEFT, NORTH, AND GO
 FL1657'175 YARDS TO THE MARK ON THE RIGHT.
 FL1657'
 FL1657'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PANHANDLE GO
 FL1657'NORTH ON STATE HIGHWAY 117 FOR 12.9 MILES TO A CATTLE GUARD
 FL1657'AND A T-ROAD ON THE LEFT.  TURN LEFT, WEST, AND GO 0.4 MILE
 FL1657'TO A POINT DUE NORTH OF A SMALL KNOLL.  TURN LEFT, SOUTH, AND
 FL1657'GO 0.15 MILE TO THE TOP OF THE KNOLL AND THE STATION.
 FL1657'
 FL1657'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1657
 FL1657                          STATION RECOVERY (1956)
 FL1657
 FL1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1657'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1657'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL1657'FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT S.H. 117 IS
 FL1657'NOW S.H. 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0598 ***********************************************************************
 AZ0598  DESIGNATION -  BURNEY
 AZ0598  PID         -  AZ0598
 AZ0598  STATE/COUNTY-  TX/EDWARDS
 AZ0598  USGS QUAD   -  INDIAN CREEK NE (1971)
 AZ0598
 AZ0598                         *CURRENT SURVEY CONTROL
 AZ0598  ___________________________________________________________________
 AZ0598* NAD 83(1993)-  29 58 12.59506(N)    100 16 29.48866(W)     ADJUSTED  
 AZ0598* NAVD 88     -       726.54   (+/-2cm)    2383.7    (feet)  VERTCON   
 AZ0598  ___________________________________________________________________
 AZ0598  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AZ0598  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 AZ0598
 AZ0598  HORZ ORDER  -  FIRST
 AZ0598  VERT ORDER  -  THIRD ? (See Below)
 AZ0598
 AZ0598.The horizontal coordinates were established by classical geodetic methods
 AZ0598.and adjusted by the National Geodetic Survey in February 1996..
 AZ0598
 AZ0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0598.The vertical order pertains to the NGVD 29 superseded value.
 AZ0598
 AZ0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0598
 AZ0598.The geoid height was determined by GEOID03.
 AZ0598
 AZ0598;                    North         East     Units Scale Factor Converg.
 AZ0598;SPC TXSC     - 4,237,492.598   476,968.643   MT  0.99992453   -0 37 28.4
 AZ0598;SPC TXSC     -13,902,506.97  1,564,854.62   sFT  0.99992453   -0 37 28.4
 AZ0598;UTM  14      - 3,316,163.083   377,001.016   MT  0.99978665   -0 38 13.0
 AZ0598
 AZ0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0598!SPC TXSC     -   0.99988938  x   0.99992453  =   0.99981392
 AZ0598!UTM  14      -   0.99988938  x   0.99978665  =   0.99967605
 AZ0598
 AZ0598|---------------------------------------------------------------------|
 AZ0598| PID    Reference Object                     Distance      Geod. Az  |
 AZ0598|                                                           dddmmss.s |
 AZ0598| CV4403 BURNEY RM 1                          40.617 METERS 12029     |
 AZ0598| AZ0592 GOODE                               APPROX.24.8 KM 1834401.4 |
 AZ0598| CV4404 BURNEY RM 2                          30.405 METERS 24740     |
 AZ0598| CV4405 BURNEY RM 3                          26.588 METERS 34026     |
 AZ0598|---------------------------------------------------------------------|
 AZ0598
 AZ0598                          SUPERSEDED SURVEY CONTROL
 AZ0598
 AZ0598  NAD 83(1986)-  29 58 12.59282(N)    100 16 29.47459(W) AD(       ) 1
 AZ0598  NAD 27      -  29 58 11.83400(N)    100 16 28.17700(W) AD(       ) 1
 AZ0598  NGVD 29 (07/19/86)  726.47   (m)         2383.4    (f) LEVELING    3  
 AZ0598
 AZ0598.Superseded values are not recommended for survey control.
 AZ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0598.See file dsdata.txt to determine how the superseded data were derived.
 AZ0598
 AZ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU7700116163(NAD 83)
 AZ0598_MARKER: DS = TRIANGULATION STATION DISK
 AZ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0598
 AZ0598  HISTORY     - Date     Condition        Report By
 AZ0598  HISTORY     - 1935     MONUMENTED       CGS
 AZ0598  HISTORY     - 1937     GOOD             TXHD
 AZ0598  HISTORY     - 1957     GOOD             CGS
 AZ0598
 AZ0598                          STATION DESCRIPTION
 AZ0598
 AZ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0598'STATION IS LOCATED ON THE PROPERTY OF MRS. L. BURNEY, ABOUT
 AZ0598'0.1 MILE E OF THE BRACKETTVILLE-ROCKSPRINGS ROAD, AND 5 MILES
 AZ0598'WSW OF ROCKSPRINGS.  STATION IS 95 FEET SE OF SE SIDE OF WATER
 AZ0598'RERSERVOIR, 64 FEET SE FROM CENTER OF WINDMILL, AND 39 FEET S OF
 AZ0598'A NW-SE FENCE LINE.  MARK PROJECTS ABOUT 6 INCHES.
 AZ0598'
 AZ0598'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 AZ0598'
 AZ0598'THE UNDERGROUND MARK IS A STANDARD DISK WEDGED IN A DRILL
 AZ0598'HOLE IN BEDROCK.
 AZ0598'
 AZ0598'REFERENCE MARK NO. 1 IS 133.26 FEET ESE OF STATION, 4.5 FEET
 AZ0598'S OF A NW-SE FENCE LINE, AND PROJECTS ABOUT 2 INCHES.
 AZ0598'
 AZ0598'REFERENCE MARK NO. 2 IS 30.405 METERS (99.73 FEET) SW OF
 AZ0598'STATION, AND PROJECTS ABOUT 12 INCHES.
 AZ0598'
 AZ0598'REFERENCE MARK NO. 3 IS 26.588 METERS (87.24 FEET) NW OF
 AZ0598'STATION, 9 FEET SE FROM SE SIDE OF WATER RESERVOIR, AND PROJECTS
 AZ0598'ABOUT 12 INCHES.
 AZ0598'
 AZ0598'STATION IS REACHED FROM THE POST OFFICE IN ROCKSPRINGS BY
 AZ0598'GOING W ON STATE HIGHWAY 41 FOR 3.35 MILES, TAKE LEFT FORK
 AZ0598'(BRACKETTVILLE ROAD) FOR 2.45 MILES OR 1.5 MILES PAST BUMPER
 AZ0598'GATE ON LEFT WITH SIGN MRS. L. BURNEY, TO A LOCKED GATE ON THE
 AZ0598'LEFT AND WINDMILL ABOUT 0.1 MILE TO THE LEFT (E).  MRS. BURNEY
 AZ0598'WILL FURNISH THE KEY FOR THE GATE.  SHE RESIDES IN THE HOUSE
 AZ0598'BY THE BUMPED GATE BEARING HER NAME.
 AZ0598'
 AZ0598'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AZ0598
 AZ0598                          STATION RECOVERY (1937)
 AZ0598
 AZ0598'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AZ0598'ORIGINAL DESCRIPTION SATISFACTORY.  STATION AND REFERENCE MARKS
 AZ0598'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AZ0598
 AZ0598                          STATION RECOVERY (1957)
 AZ0598
 AZ0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 AZ0598'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  R.M. NO. 2
 AZ0598'NOT SEARCHED FOR, IN FEED LOT AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0801 ***********************************************************************
 BN0801  SACS        -  This is a Secondary Airport Control Station.
 BN0801  DESIGNATION -  BURNPORT
 BN0801  PID         -  BN0801
 BN0801  STATE/COUNTY-  TX/BURNET
 BN0801  USGS QUAD   -  MORMON MILL (1986)
 BN0801
 BN0801                         *CURRENT SURVEY CONTROL
 BN0801  ___________________________________________________________________
 BN0801* NAD 83(1993)-  30 44 25.72078(N)    098 14 15.54359(W)     ADJUSTED  
 BN0801* NAVD 88     -       386.19   (meters)    1267.0    (feet)  GPS OBS   
 BN0801  ___________________________________________________________________
 BN0801  X           -    -786,182.924 (meters)                     COMP
 BN0801  Y           -  -5,430,450.999 (meters)                     COMP
 BN0801  Z           -   3,241,382.016 (meters)                     COMP
 BN0801  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 BN0801  ELLIP HEIGHT-         361.56  (meters)          (07/23/01) GPS OBS
 BN0801  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 BN0801
 BN0801  HORZ ORDER  -  FIRST
 BN0801  ELLP ORDER  -  FIFTH     CLASS I
 BN0801
 BN0801.This mark is at Burnet Muni Kate Craddock Fld (T27) Airport (T27)
 BN0801
 BN0801.The horizontal coordinates were established by GPS observations
 BN0801.and adjusted by the National Geodetic Survey in September 1996..
 BN0801
 BN0801.The orthometric height was determined by GPS observations and a
 BN0801.high-resolution geoid model.
 BN0801
 BN0801.GPS derived orthometric heights for airport stations designated as
 BN0801.PACS or SACS are published to 2 decimal places.  This maintains
 BN0801.centimeter relative accuracy between the PACS and SACS.  It does
 BN0801.not indicate centimeter accuracy relative to other marks which are
 BN0801.part of the NAVD 88 network.
 BN0801
 BN0801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0801
 BN0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0801
 BN0801.The ellipsoidal height was determined by GPS observations
 BN0801.and is referenced to NAD 83.
 BN0801
 BN0801.The geoid height was determined by GEOID03.
 BN0801
 BN0801;                    North         East     Units Scale Factor Converg.
 BN0801;SPC TX C     - 3,120,927.526   900,653.043   MT  0.99989205   +1 04 45.8
 BN0801;SPC TX C     -10,239,243.06  2,954,892.53   sFT  0.99989205   +1 04 45.8
 BN0801;UTM  14      - 3,401,089.122   572,975.843   MT  0.99966569   +0 23 22.9
 BN0801
 BN0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0801!SPC TX C     -   0.99994322  x   0.99989205  =   0.99983528
 BN0801!UTM  14      -   0.99994322  x   0.99966569  =   0.99960893
 BN0801
 BN0801|---------------------------------------------------------------------|
 BN0801| PID    Reference Object                     Distance      Geod. Az  |
 BN0801|                                                           dddmmss.s |
 BN0801| BN0802 BURNPORT AZ MK                      335.166 METERS 01347     |
 BN0801|---------------------------------------------------------------------|
 BN0801
 BN0801                          SUPERSEDED SURVEY CONTROL
 BN0801
 BN0801  ELLIP H (09/05/96)  361.60   (m)                       GP(       ) 5 1
 BN0801  NAD 83(1993)-  30 44 25.72179(N)    098 14 15.54308(W) AD(       ) 3
 BN0801  ELLIP H (02/16/96)  361.63   (m)                       GP(       ) 5 1
 BN0801  NAD 83(1986)-  30 44 25.72677(N)    098 14 15.54834(W) AD(       ) 3
 BN0801  NAD 27      -  30 44 25.04469(N)    098 14 14.44161(W) AD(       ) 3
 BN0801  NGVD 29 (12/08/88)  386.2    (m)         1267.     (f) GPS OBS        
 BN0801
 BN0801.Superseded values are not recommended for survey control.
 BN0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0801.See file dsdata.txt to determine how the superseded data were derived.
 BN0801
 BN0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7297601089(NAD 83)
 BN0801_MARKER: I = METAL ROD
 BN0801_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BN0801_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BN0801_STAMPING: BURNPORT 1988
 BN0801_MARK LOGO: NGS   
 BN0801_PROJECTION: FLUSH
 BN0801_MAGNETIC: I = MARKER IS A STEEL ROD
 BN0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0801+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1995
 BN0801_ROD/PIPE-DEPTH: 1.52 meters
 BN0801_SLEEVE-DEPTH  : 0.76 meters
 BN0801
 BN0801  HISTORY     - Date     Condition        Report By
 BN0801  HISTORY     - 1988     MONUMENTED       NGS
 BN0801  HISTORY     - 19950302 GOOD             NGS
 BN0801  HISTORY     - 20051022 GOOD             USPSQD
 BN0801
 BN0801                          STATION DESCRIPTION
 BN0801
 BN0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BN0801'THE STATION IS LOCATED ABOUT 25 KM (15.55 MI) SOUTHWEST OF BURNET, 0.3
 BN0801'KM (0.20 MI) NORTHWEST OF U.S. HIGHWAY 281, AT THE BURNET
 BN0801'MUNICIPAL-KATE CRADDOCK FIELD AIRPORT.  OWNERSHIP--CITY OF BURNET,
 BN0801'127 EAST JACKSON STREET, BURNET TX 78611.  AIRPORT MANAGER JAMES
 BN0801'WARWICK, CITY MANAGER.  TELEPHONE NUMBER 512-756-6093.
 BN0801'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 BN0801'HIGHWAY 29, IN BURNET.  GO SOUTHWEST ON U.S. HIGHWAY 281 FOR 2.22 KM
 BN0801'(1.40 MI) TO THE AIRPORT ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 BN0801'THE ENTRANCE DRIVE FOR 0.08 KM (0.05 MI) TO A T ROAD.  TURN RIGHT AT
 BN0801'THE T ROAD AND GO NORTH FOR 0.08 KM (0.05 MI) ALONG THE VISITORS
 BN0801'PARKING AREA, TO THE HANGERS.  TURN LEFT AND GO WEST FOR 0.08 KM
 BN0801'(0.05 MI) TO THE TARMAC.  GO SOUTHWEST ACROSS THE TARMAC TO A
 BN0801'CONNECTOR AND THE STATION EAST OF THE HOLD BARS.
 BN0801'THE STATION IS SET 28.9 M (94.8 FT) EAST-SOUTHEAST OF THE EAST EDGE OF
 BN0801'THE RUNWAY, 24.1 M (79.1 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 BN0801'TAXIWAY, 13.9 M (45.6 FT) EAST SOUTHEAST OF THE RAMP APPROACH MARKER
 BN0801'TO RUNWAY 1-19 AND 12.5 M (41.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE
 BN0801'OF THE CONNECTOR.
 BN0801'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BN0801'DESCRIBED BY G.R.H.
 BN0801
 BN0801                          STATION RECOVERY (1995)
 BN0801
 BN0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BN0801'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF BURNET, 0.3
 BN0801'KM (0.20 MI) NORTHWEST OF U.S.  HIGHWAY 281, AT THE BURNET MUNICIPAL
 BN0801'AIRPORT - KATE CRADDOCK FIELD, IN THE MEDIAN SOUTH OF THE CONNECTOR
 BN0801'WEST OF THE MAIN HANGAR.  OWNERSHIP--CITY OF BURNET, 127 EAST JACKSON
 BN0801'STREET, BURNET, TX.  78611.  AIRPORT OPERATOR--FAULKNERS AIR SHOP
 BN0801'INCORPORATED.  MANAGER DAVE FAULKNER, PHONE 512-756-6093. TO REACH THE
 BN0801'STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 29 IN
 BN0801'BURNET, GO SOUTHWEST ON U.S. HIGHWAY 281 FOR 2.22 KM (1.35 MI) TO THE
 BN0801'AIRPORT ON THE RIGHT.  TURN RIGHT, WEST, 0.8 KM (0.50 MI) TO A (T)
 BN0801'JUNCTION.  TURN LEFT, SOUTH, 40.0 M (131.2 FT) TO A BAR GATE ON THE
 BN0801'RIGHT.  PASS THROUGH THE GATE, WEST, 50.0 M (164.0 FT) ALONG A CURVED
 BN0801'ROAD THROUGH TREES TO THE TARMAC SOUTH OF THE HANGAR AND OFFICE, AND
 BN0801'THE ENTRANCE TO A TIE DOWN AREA ON THE LEFT.  TURN LEFT, WEST, FOR
 BN0801'0.07 KM (0.05 MI) TOWARD THE TAXI AND THE STATION SOUTH OF THE
 BN0801'CONNECTOR. STATION IS 40.6 M (133.2 FT) EAST-SOUTHEAST OF THE RUNWAY
 BN0801'CENTERLINE, 24.1 M (79.1 FT) WEST-NORTHWEST OF THE TAXI CENTERLINE,
 BN0801'13.0 M (42.7 FT) EAST OF RUNWAY SIGN 1-19, 12.3 M (40.4 FT)
 BN0801'SOUTH-SOUTHWEST OF THE CONNECTOR CENTERLINE, 7.6 M (24.9 FT) SOUTHEAST
 BN0801'OF THE NORTHEAST CORNER OF A CONCRETE SLAB AROUND A CULVERT, AND 0.4 M
 BN0801'(1.3 FT) BELOW THE LEVEL OF THE CONNECTOR.  NOTE--ACCESS TO THE DATUM
 BN0801'POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS
 BN0801'A REQUIREMENTS.  BY R.G.H.
 BN0801
 BN0801                          STATION RECOVERY (2005)
 BN0801
 BN0801'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHG)
 BN0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0802 ***********************************************************************
 BN0802  SACS        -  This is a Secondary Airport Control Station.
 BN0802  DESIGNATION -  BURNPORT AZ MK
 BN0802  PID         -  BN0802
 BN0802  STATE/COUNTY-  TX/BURNET
 BN0802  USGS QUAD   -  MORMON MILL (1986)
 BN0802
 BN0802                         *CURRENT SURVEY CONTROL
 BN0802  ___________________________________________________________________
 BN0802* NAD 83(1993)-  30 44 36.29049(N)    098 14 12.53990(W)     ADJUSTED  
 BN0802* NAVD 88     -       390.08   (meters)    1279.8    (feet)  GPS OBS   
 BN0802  ___________________________________________________________________
 BN0802  X           -    -786,080.483 (meters)                     COMP
 BN0802  Y           -  -5,430,301.066 (meters)                     COMP
 BN0802  Z           -   3,241,663.778 (meters)                     COMP
 BN0802  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 BN0802  ELLIP HEIGHT-         365.44  (meters)          (07/23/01) GPS OBS
 BN0802  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 BN0802
 BN0802  HORZ ORDER  -  FIRST
 BN0802  ELLP ORDER  -  FIFTH     CLASS I
 BN0802
 BN0802.This mark is at Burnet Muni Kate Craddock Fld (T27) Airport (T27)
 BN0802
 BN0802.The horizontal coordinates were established by GPS observations
 BN0802.and adjusted by the National Geodetic Survey in September 1996..
 BN0802
 BN0802.The orthometric height was determined by GPS observations and a
 BN0802.high-resolution geoid model.
 BN0802
 BN0802.GPS derived orthometric heights for airport stations designated as
 BN0802.PACS or SACS are published to 2 decimal places.  This maintains
 BN0802.centimeter relative accuracy between the PACS and SACS.  It does
 BN0802.not indicate centimeter accuracy relative to other marks which are
 BN0802.part of the NAVD 88 network.
 BN0802
 BN0802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0802
 BN0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0802
 BN0802.The ellipsoidal height was determined by GPS observations
 BN0802.and is referenced to NAD 83.
 BN0802
 BN0802.The geoid height was determined by GEOID03.
 BN0802
 BN0802;                    North         East     Units Scale Factor Converg.
 BN0802;SPC TX C     - 3,121,254.441   900,726.786   MT  0.99989182   +1 04 47.4
 BN0802;SPC TX C     -10,240,315.61  2,955,134.46   sFT  0.99989182   +1 04 47.4
 BN0802;UTM  14      - 3,401,415.053   573,053.498   MT  0.99966583   +0 23 24.5
 BN0802
 BN0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0802!SPC TX C     -   0.99994262  x   0.99989182  =   0.99983444
 BN0802!UTM  14      -   0.99994262  x   0.99966583  =   0.99960846
 BN0802
 BN0802|---------------------------------------------------------------------|
 BN0802| PID    Reference Object                     Distance      Geod. Az  |
 BN0802|                                                           dddmmss.s |
 BN0802| BN0801 BURNPORT                            335.166 METERS 19347     |
 BN0802|---------------------------------------------------------------------|
 BN0802
 BN0802                          SUPERSEDED SURVEY CONTROL
 BN0802
 BN0802  ELLIP H (09/05/96)  365.48   (m)                       GP(       ) 5 1
 BN0802  NAD 83(1993)-  30 44 36.29145(N)    098 14 12.53927(W) AD(       ) 3
 BN0802  ELLIP H (02/16/96)  365.50   (m)                       GP(       ) 5 1
 BN0802  NAD 83(1986)-  30 44 36.29643(N)    098 14 12.54454(W) AD(       ) 3
 BN0802  NAD 27      -  30 44 35.61464(N)    098 14 11.43783(W) AD(       ) 3
 BN0802  NGVD 29 (12/08/88)  390.1    (m)         1280.     (f) GPS OBS        
 BN0802
 BN0802.Superseded values are not recommended for survey control.
 BN0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0802.See file dsdata.txt to determine how the superseded data were derived.
 BN0802
 BN0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7305301415(NAD 83)
 BN0802_MARKER: I = METAL ROD
 BN0802_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BN0802_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BN0802_STAMPING: BURNPORT AZ MK 1988
 BN0802_MARK LOGO: NGS   
 BN0802_PROJECTION: FLUSH
 BN0802_MAGNETIC: I = MARKER IS A STEEL ROD
 BN0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0802+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1995
 BN0802_ROD/PIPE-DEPTH: 2.13 meters
 BN0802_SLEEVE-DEPTH  : 0.76 meters
 BN0802
 BN0802  HISTORY     - Date     Condition        Report By
 BN0802  HISTORY     - 1988     MONUMENTED       NGS
 BN0802  HISTORY     - 19950302 GOOD             NGS
 BN0802  HISTORY     - 20051022 POOR             USPSQD
 BN0802
 BN0802                          STATION DESCRIPTION
 BN0802
 BN0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BN0802'THE STATION IS LOCATED ABOUT 25 KM (15.55 MI) SOUTHWEST OF BURNET, 0.3
 BN0802'KM (0.20 MI) NORTHWEST OF U.S. HIGHWAY 281, AT THE BURNET
 BN0802'MUNICIPAL-KATE CRADDOCK FIELD AIRPORT.  OWNERSHIP--CITY OF BURNET,
 BN0802'127 EAST JACKSON STREET, BURNET TX 78611.  AIRPORT MANAGER JAMES
 BN0802'WARWICK, CITY MANAGER.  TELEPHONE NUMBER 512-756-6093.
 BN0802'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 BN0802'HIGHWAY 29, IN BURNET.  GO SOUTHWEST ON U.S. HIGHWAY 281 FOR 2.22 KM
 BN0802'(1.40 MI) TO THE AIRPORT ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 BN0802'THE ENTRANCE DRIVE FOR 0.08 KM (0.05 MI) TO A T ROAD.  TURN RIGHT AT
 BN0802'THE T ROAD AND GO NORTH FOR 0.08 KM (0.05 MI) ALONG THE VISITORS
 BN0802'PARKING AREA, TO THE HANGERS.  TURN LEFT AND GO WEST FOR 0.08 KM
 BN0802'(0.05 MI) TO THE TARMAC.  GO NORTHWEST ACROSS THE TARMAC TO A TAXIWAY.
 BN0802'GO NORTH ON THE TAXIWAY FOR 0.15 KM (0.10 MI) TO THE HOLD BARS AND
 BN0802'THE AZIMUTH MARK ON THE RIGHT.
 BN0802'THE STATION IS SET 27.0 M (88.6 FT) EAST-SOUTHEAST OF THE EXTENDED
 BN0802'CENTERLINE OF THE RUNWAY, 18.5 M (60.7 FT) NORTH OF THE CENTERLINE OF
 BN0802'THE CONNECTOR AND 13.1 M EAST OF THE EASTERNMOST LIGHT, OF FOUR
 BN0802'RUNWAY END LIGHTS.
 BN0802'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BN0802'DESCRIBED BY R.D.B.
 BN0802
 BN0802                          STATION RECOVERY (1995)
 BN0802
 BN0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BN0802'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF BURNET, 0.3
 BN0802'KM (0.20 MI) NORTHWEST OF U.S. HIGHWAY 281, AT THE BURNET MUNICIPAL
 BN0802'AIRPORT - KATE CRADDOCK FIELD, IN THE MEDIAN ON A SMALL MOUND NORTH OF
 BN0802'THE FIRST CONNECTOR SOUTH OF THE NORTH END OF THE RUNWAY.
 BN0802'OWNERSHIP--CITY OF BURNET, 127 EAST JACKSON STREET, BURNET, TX. 78611.
 BN0802'AIRPORT OPERATOR--FAULKNERS AIR SHOP INCORPORATED.  MANAGER DAVE
 BN0802'FAULKNER, PHONE 512-756-6093. TO REACH THE STATION FROM THE JUNCTION
 BN0802'OF U.S. HIGHWAY 281 AND STATE HIGHWAY 29 IN BURNET, GO SOUTHWEST ON
 BN0802'U.S. HIGHWAY 281 FOR 2.22 KM (1.35 MI) TO THE AIRPORT ON THE RIGHT.
 BN0802'TURN RIGHT, WEST, 0.8 KM (0.50 MI) TO A (T) JUNCTION. TURN LEFT,
 BN0802'SOUTH, 40.0 M (131.2 FT) TO A BAR GATE ON THE RIGHT.  PASS THROUGH THE
 BN0802'GATE, WEST, 50.0 M (164.0 FT) ALONG A CURVED ROAD THROUGH TREES TO THE
 BN0802'TARMAC SOUTH OF THE HANGAR AND OFFICE, AND THE ENTRANCE TO A TIE DOWN
 BN0802'AREA ON THE LEFT.  TURN LEFT, WEST, FOR 0.07 KM (0.05 MI) TOWARD THE
 BN0802'TAXI AND CONNECTOR.  TURN RIGHT, NORTH, ALONG THE TAXI 0.34 KM (0.20
 BN0802'MI) PASSED THE CONNECTOR TO THE STATION ON THE LEFT. STATION IS 37.7 M
 BN0802'(123.7 FT) WEST-NORTHWEST OF THE TAXI CENTERLINE, 27.0 M (88.6 FT)
 BN0802'EAST-SOUTHEAST OF THE RUNWAY CENTERLINE, 18.5 M (60.7 FT)
 BN0802'NORTH-NORTHEAST OF THE CONNECTOR CENTERLINE, 15.7 M (51.5 FT)
 BN0802'SOUTH-SOUTHWEST OF THE SOUTH EDGE OF A SIDEWALK, AND IN LINE WITH THE
 BN0802'SECOND VASI LIGHT, 11.6 M (38.1 FT) SOUTHEAST OF A CONNECTOR SIGN, 0.3
 BN0802'M (1.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.2 M (0.7 FT) ABOVE THE
 BN0802'LEVEL OF THE CONNECTOR.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 BN0802'5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY
 BN0802'R.G.H.
 BN0802
 BN0802                          STATION RECOVERY (2005)
 BN0802
 BN0802'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHG)
 BN0802'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0662 ***********************************************************************
 AO0662  DESIGNATION -  BURNS
 AO0662  PID         -  AO0662
 AO0662  STATE/COUNTY-  TX/LA SALLE
 AO0662  USGS QUAD   -  BURNS RANCH (1974)
 AO0662
 AO0662                         *CURRENT SURVEY CONTROL
 AO0662  ___________________________________________________________________
 AO0662* NAD 83(1993)-  28 34 52.52486(N)    099 01 33.65222(W)     ADJUSTED  
 AO0662* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 AO0662  ___________________________________________________________________
 AO0662  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AO0662  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AO0662
 AO0662  HORZ ORDER  -  FIRST
 AO0662
 AO0662.The horizontal coordinates were established by classical geodetic methods
 AO0662.and adjusted by the National Geodetic Survey in February 1996..
 AO0662
 AO0662.The orthometric height was scaled from a topographic map.
 AO0662
 AO0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0662
 AO0662.The geoid height was determined by GEOID03.
 AO0662
 AO0662;                    North         East     Units Scale Factor Converg.
 AO0662;SPC TXSC     - 4,082,892.428   597,455.156   MT  0.99994908   -0 00 45.9
 AO0662;SPC TXSC     -13,395,289.57  1,960,150.79   sFT  0.99994908   -0 00 45.9
 AO0662;UTM  14      - 3,161,594.187   497,456.044   MT  0.99960008   -0 00 44.8
 AO0662
 AO0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0662!SPC TXSC     -   0.99998051  x   0.99994908  =   0.99992959
 AO0662!UTM  14      -   0.99998051  x   0.99960008  =   0.99958060
 AO0662
 AO0662|---------------------------------------------------------------------|
 AO0662| PID    Reference Object                     Distance      Geod. Az  |
 AO0662|                                                           dddmmss.s |
 AO0662| CV4407 BURNS RM 1                           28.890 METERS 05955     |
 AO0662| CV4409 BURNS RM 3                          103.023 METERS 15509     |
 AO0662| CV4406 BURNS AZ MK                                        2250406.6 |
 AO0662| AO0668 DILLEY METHODIST CHURCH SPIRE       APPROX.17.3 KM 3043529.2 |
 AO0662| CV4408 BURNS RM 2                           23.005 METERS 32532     |
 AO0662|---------------------------------------------------------------------|
 AO0662
 AO0662                          SUPERSEDED SURVEY CONTROL
 AO0662
 AO0662  NAD 83(1986)-  28 34 52.52560(N)    099 01 33.63000(W) AD(       ) 1
 AO0662  NAD 27      -  28 34 51.58100(N)    099 01 32.52200(W) AD(       ) 1
 AO0662
 AO0662.Superseded values are not recommended for survey control.
 AO0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0662.See file dsdata.txt to determine how the superseded data were derived.
 AO0662
 AO0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9745661594(NAD 83)
 AO0662_MARKER: DS = TRIANGULATION STATION DISK
 AO0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0662_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0662
 AO0662  HISTORY     - Date     Condition        Report By
 AO0662  HISTORY     - 1935     MONUMENTED       CGS
 AO0662  HISTORY     - 1952     GOOD             CGS
 AO0662  HISTORY     - 1953     GOOD             CGS
 AO0662
 AO0662                          STATION DESCRIPTION
 AO0662
 AO0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0662'STATION IS LOCATED ON PROPERTY OF MR. T.E. BURNS, 10.5
 AO0662'MILES SE OF DILLEY, 10.5 MILES E OF MILLET, 4.5 MILES S OF
 AO0662'THE FRISCO-LA SALLE COUNTY LINE, 20 FEET NE OF FENCE LINE
 AO0662'ON THE HIGHEST PART OF A RIDGE THAT IS 1.0 MILE NNE OF THE
 AO0662'BURNS RANCH BUILDINGS.
 AO0662'
 AO0662'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AO0662'DISKS SET IN CONCRETE.
 AO0662'
 AO0662'REFERENCE MARK NO. 1 IS NE OF STATION.
 AO0662'
 AO0662'REFERENCE MARK NO. 2 IS NW OF STATION, 1.5 FEET FROM FENCE
 AO0662'LINE.
 AO0662'
 AO0662'REFERENCE MARK NO. 3 IS SE OF STATION, 20 FEET NE OF FENCE
 AO0662'LINE.
 AO0662'
 AO0662'REACHED FROM THE POST OFFICE IN DILLEY, BY GOING S ON THE
 AO0662'STREET BETWEEN THE POST OFFICE, AND RAILROAD FOR 0.15 MILE,
 AO0662'TURN LEFT ONTO FIRST STREET PAST WATER TANK AND GO E FOR 0.95
 AO0662'MILE, THEN TAKE RIGHT FORK AND FOLLOW MAIN ROAD FOR 1.85
 AO0662'MILES TO PLANK GATE MARKED, T.E. BURNS RANCH.  PASS THROUGH
 AO0662'GATE AND FOLLOW MAIN WIDE ROAD FOR 6.25 MILES, TAKE T-ROAD
 AO0662'LEFT AND GO 0.15 MILE, THEN FOLLOW ROAD TO RIGHT AT WINDMILL
 AO0662'FOR 2.0 MILES TO PLANK GATE AT BURNS RANCH BUILDINGS, PASS
 AO0662'THROUGH GATE, TURN LEFT THROUGH ANOTHER GATE AND GO 0.2 MILE,
 AO0662'THEN TAKE LEFT FORK FOR 0.8 MILE TO PLANK GATE ACROSS ROAD,
 AO0662'GO THROUGH GATE AND TURN LEFT ALONG FENCE FOR 0.2 MILE TO
 AO0662'THE HIGHEST PART OF RIDGE AND STATION.
 AO0662'
 AO0662'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0662
 AO0662                          STATION RECOVERY (1952)
 AO0662
 AO0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0662'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 AO0662'FOUND IN GOOD CONDITION.  AN AZIMUTH MARK WAS SET BY THIS
 AO0662'PARTY.  DUE TO ROAD CHANGES A NEW TO REACH IS NECESSARY.
 AO0662'
 AO0662'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DILLEY.  GO
 AO0662'SOUTH ON THE MAIN STREET FOR 3 BLOCKS, TURN LEFT AND GO
 AO0662'WEST FOR 0.5 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND GO
 AO0662'EAST-SOUTHEAST FOR 2.2 MILES TO AN IRON GATE.  PASS THROUGH
 AO0662'THE GATE AND CONTINUE EASTERLY FOR 8.0 MILES TO THE AZIMUTH
 AO0662'MARK ON THE LEFT.  CONTINUE EASTERLY FOR 0.5 MILE TO THE T.E.
 AO0662'BURNS RANCH HOUSE.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 AO0662'TO A WINDMILL.  TURN LEFT AND GO NORTH FOR 0.2 MILE TO A GATE.
 AO0662'PASS THROUGH THE GATE AND CONTINUE NORTHERLY FOR 0.7 MILE
 AO0662'TO A GATE.  PASS THROUGH THE GATE AND TURN SHARP RIGHT AND
 AO0662'GO EASTERLY FOR 0.15 MILE AND THEN SOUTHERLY ACROSS COUNTRY
 AO0662'FOR 0.05 MILE TO THE STATION.
 AO0662'
 AO0662'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP
 AO0662'OF A CONCRETE CYLINDER THAT PROJECTS 5 INCHES, AND THE DISK
 AO0662'IS STAMPED BURNS 1952.  THE MARK IS 19 FEET NORTH OF A DIRT ROAD
 AO0662'AND 3 FEET EAST OF A WITNESS POST.
 AO0662
 AO0662                          STATION RECOVERY (1953)
 AO0662
 AO0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0662'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 AO0662'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1128 ***********************************************************************
 CT1128  DESIGNATION -  BURNS
 CT1128  PID         -  CT1128
 CT1128  STATE/COUNTY-  TX/RUNNELS
 CT1128  USGS QUAD   -  BALD KNOB (1967)
 CT1128
 CT1128                         *CURRENT SURVEY CONTROL
 CT1128  ___________________________________________________________________
 CT1128* NAD 83(1993)-  32 01 17.20530(N)    099 46 59.39190(W)     ADJUSTED  
 CT1128* NAVD 88     -       700.     (meters)    2297.     (feet)  SCALED    
 CT1128  ___________________________________________________________________
 CT1128  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 CT1128  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CT1128
 CT1128  HORZ ORDER  -  SECOND
 CT1128
 CT1128.The horizontal coordinates were established by classical geodetic methods
 CT1128.and adjusted by the National Geodetic Survey in February 1996..
 CT1128
 CT1128.The orthometric height was scaled from a topographic map.
 CT1128
 CT1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1128
 CT1128.The geoid height was determined by GEOID03.
 CT1128
 CT1128;                    North         East     Units Scale Factor Converg.
 CT1128;SPC TX C     - 3,261,183.880   751,976.953   MT  1.00004002   +0 17 00.1
 CT1128;SPC TX C     -10,699,400.78  2,467,111.05   sFT  1.00004002   +0 17 00.1
 CT1128;SPC TXNC     - 2,040,083.419   478,777.024   MT  1.00003287   -0 41 59.4
 CT1128;SPC TXNC     - 6,693,173.68  1,570,787.62   sFT  1.00003287   -0 41 59.4
 CT1128;UTM  14      - 3,543,080.838   426,042.143   MT  0.99966745   -0 24 55.0
 CT1128
 CT1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1128!SPC TX C     -   0.99989414  x   1.00004002  =   0.99993415
 CT1128!SPC TXNC     -   0.99989414  x   1.00003287  =   0.99992700
 CT1128!UTM  14      -   0.99989414  x   0.99966745  =   0.99956162
 CT1128
 CT1128:                Primary Azimuth Mark                     Grid Az
 CT1128:SPC TX C     -  LAWN MUNICIPAL TANK                      015 43 38.8
 CT1128:SPC TXNC     -  LAWN MUNICIPAL TANK                      016 42 38.3
 CT1128:UTM  14      -  LAWN MUNICIPAL TANK                      016 25 33.9
 CT1128
 CT1128|---------------------------------------------------------------------|
 CT1128| PID    Reference Object                     Distance      Geod. Az  |
 CT1128|                                                           dddmmss.s |
 CT1128| CT1124 LAWN MUNICIPAL TANK                 APPROX.13.0 KM 0160038.9 |
 CT1128| CX7696 BURNS AZ MK                                        1024736.9 |
 CT1128| CT1127 RUNNELS GAS PROD COR MICROWAVE      APPROX. 2.8 KM 1332545.2 |
 CT1128| CX7697 BURNS RM 1                           25.548 METERS 16249     |
 CT1128| CA1186 CREWS DIST GEOCHEM SURVEYS MST      APPROX.12.1 KM 1870703.3 |
 CT1128| CX7698 BURNS RM 2                           25.216 METERS 29124     |
 CT1128|---------------------------------------------------------------------|
 CT1128
 CT1128                          SUPERSEDED SURVEY CONTROL
 CT1128
 CT1128  NAD 83(1986)-  32 01 17.21232(N)    099 46 59.37834(W) AD(       ) 2
 CT1128  NAD 27      -  32 01 16.69090(N)    099 46 58.08030(W) AD(       ) 2
 CT1128
 CT1128.Superseded values are not recommended for survey control.
 CT1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1128.See file dsdata.txt to determine how the superseded data were derived.
 CT1128
 CT1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2604243081(NAD 83)
 CT1128_MARKER: DS = TRIANGULATION STATION DISK
 CT1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1128
 CT1128  HISTORY     - Date     Condition        Report By
 CT1128  HISTORY     - 1961     MONUMENTED       CGS
 CT1128  HISTORY     - 1961     GOOD             CGS
 CT1128
 CT1128                          STATION DESCRIPTION
 CT1128
 CT1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1128'THE STATION IS ON THE TOP OF A HIGH MESA APPROXIMATELY 11-1/2
 CT1128'MILES NORTHEAST OF WINTERS, 6-1/2 MILES SOUTHWEST OF GOLDSBORO,
 CT1128'6 MILES NORTH OF CREWS, 3 MILES NORTHWEST OF THE INTERSECTION
 CT1128'OF FARM ROADS 1770 AND 382 AND ON PROPERTY OWNED BY MR. E. BURNS.
 CT1128'
 CT1128'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROADS 1770
 CT1128'AND 382 WHICH IS APPROXIMATELY 4 MILES NORTHEAST OF CREWS, GO
 CT1128'WEST ON FARM ROAD 1770 FOR 1.15 MILES TO A SIDE ROAD ON THE
 CT1128'RIGHT.  TURN RIGHT, NORTH, ON THE GRADED ROAD FOR 1.05 MILES TO A
 CT1128'CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE NORTH ON THE
 CT1128'MAIN ROAD FOR 0.3 MILE TO A ROAD FORK.  BEAR RIGHT AND FOLLOW
 CT1128'THE GRADED ROAD EAST AND SOUTHEAST UP THE SIDE OF THE MESA FOR
 CT1128'0.45 MILE TO A SIDE ROAD ON THE LEFT AT THE TOP OF THE
 CT1128'MESA.  TURN LEFT, WESTERLY, ON THE GRADED ROAD FOR 0.7 MILE
 CT1128'TO A CATTLE GUARD AND A HOUSE JUST AHEAD ON THE RIGHT.
 CT1128'CROSS CATTLE GUARD AND FOLLOW THE GRADED ROAD NORTHWESTERLY
 CT1128'FOR 0.5 MILE TO A T-INTERSECTION.  TURN LEFT, NORTH, AND
 CT1128'GO UPHILL ON THE GRADED ROAD FOR 0.7 MILE TO A BUMPER GATE
 CT1128'JUST AFTER PASSING AN OIL PUMP ON THE RIGHT.  PASS THROUGH
 CT1128'THE GATE AND GO SOUTHWESTERLY ON A TRACK ROAD, BEARING
 CT1128'RIGHT AT FORK, FOR 0.2 MILE TO A DIM CROSSROAD.  TURN LEFT,
 CT1128'SOUTHWEST AND SOUTH, ON THE TRACK ROAD FOR 0.1 MILE TO AN EARTH
 CT1128'DAM.  FOLLOW THE TRACK ROAD AROUND THE EAST SIDE OF THE DAM
 CT1128'AND CONTINUE SOUTHERLY FOR 0.5 MILE TO THE SOUTH END OF
 CT1128'ANOTHER EARTH DAM ON THE RIGHT*.  TURN RIGHT, WEST, ON
 CT1128'DIM TRACK ROAD UPHILL FOR 0.1 MILE TO AN OLD CALICHE PIT
 CT1128'NEAR THE TOP OF THE HILL.  TURN LEFT, SOUTHERLY, ACROSS
 CT1128'THE TOP OF THE HILL FOR 0.2 MILE TO THE HIGHEST POINT
 CT1128'AND THE STATION.
 CT1128'
 CT1128'STATION MARKS ARE STANDARD DISKS STAMPED BURNS 1961.  THE SURFACE
 CT1128'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 CT1128'IT IS ON THE HIGHEST PART OF THE HILL, APPROXIMATELY 300 FEET
 CT1128'SOUTHWEST OF A SMALL GROUP OF TREES AND 200 FEET NORTH OF THE
 CT1128'SOUTH END OF THE HILL.  THE UNDERGROUND DISK IS SET IN AN
 CT1128'IRREGULAR MASS OF CONCRETE 18 INCHES BELOW THE SURFACE OF THE
 CT1128'GROUND.
 CT1128'
 CT1128'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BURNS NO 1 1961,
 CT1128'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CT1128'2 INCHES.  IT IS ON THE SOUTH SLOPE OF THE HILL, APPROXIMATELY
 CT1128'2 FEET LOWER IN ELEVATION THAN THE STATION.
 CT1128'
 CT1128'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BURNS NO 2 1961,
 CT1128'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CT1128'2 INCHES.  IT IS ON THE NORTHWEST SLOPE OF THE HILL, APPROXIMATELY
 CT1128'2 FEET LOWER IN ELEVATION THAN THE STATION.
 CT1128'
 CT1128'AZIMUTH MARK, A STANDARD DISK STAMPED BURNS 1961, IS SET IN
 CT1128'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 3.3 FEET
 CT1128'SOUTHEAST OF A METAL WITNESS POST.
 CT1128'
 CT1128'*TO REACH THE AZIMUTH MARK FROM THE SOUTH END OF THE EARTH
 CT1128'DAM, GO SOUTHERLY ON THE TRACK ROAD FOR 0.2 MILE.  TURN RIGHT,
 CT1128'LEAVE THE TRACK ROAD, AND WESTERLY ACROSS COUNTRY FOR 0.05 MILE
 CT1128'TO THE AZIMUTH MARK.
 CT1128'
 CT1128'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CT1128
 CT1128                          STATION RECOVERY (1961)
 CT1128
 CT1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1128'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CT1128'FOUND IN GOOD CONDITION.  THE TO REACH FOR THE STATION AND
 CT1128'THE AZIMUTH MARK WAS COMPLETELY ADEQUATE.  THE DIRECTIONS AND
 CT1128'MEASUREMENTS WERE CHECKED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3018 ***********************************************************************
 CS3018  DESIGNATION -  BURNS
 CS3018  PID         -  CS3018
 CS3018  STATE/COUNTY-  TX/TARRANT
 CS3018  USGS QUAD   -  LAKE WORTH (1982)
 CS3018
 CS3018                         *CURRENT SURVEY CONTROL
 CS3018  ___________________________________________________________________
 CS3018* NAD 83(1993)-  32 46 01.99833(N)    097 30 00.02133(W)     ADJUSTED  
 CS3018* NAVD 88     -       266.4    (meters)     874.     (feet)  VERTCON   
 CS3018  ___________________________________________________________________
 CS3018  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 CS3018  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CS3018
 CS3018  HORZ ORDER  -  SECOND
 CS3018
 CS3018.The horizontal coordinates were established by classical geodetic methods
 CS3018.and adjusted by the National Geodetic Survey in February 1996..
 CS3018
 CS3018.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3018
 CS3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3018
 CS3018.The geoid height was determined by GEOID03.
 CS3018
 CS3018;                    North         East     Units Scale Factor Converg.
 CS3018;SPC TXNC     - 2,122,486.289   693,685.086   MT  0.99988487   +0 32 43.4
 CS3018;SPC TXNC     - 6,963,523.77  2,275,865.15   sFT  0.99988487   +0 32 43.4
 CS3018;UTM  14      - 3,626,477.111   640,496.691   MT  0.99984340   +0 48 43.1
 CS3018
 CS3018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3018!SPC TXNC     -   0.99996258  x   0.99988487  =   0.99984745
 CS3018!UTM  14      -   0.99996258  x   0.99984340  =   0.99980599
 CS3018
 CS3018:                Primary Azimuth Mark                     Grid Az
 CS3018:SPC TXNC     -  TEXAS ELEC EAGLE MTN PLT STK             006 27 06.1
 CS3018:UTM  14      -  TEXAS ELEC EAGLE MTN PLT STK             006 11 06.4
 CS3018
 CS3018|---------------------------------------------------------------------|
 CS3018| PID    Reference Object                     Distance      Geod. Az  |
 CS3018|                                                           dddmmss.s |
 CS3018| CS3038 TEXAS ELEC EAGLE MTN PLT STK        APPROX.15.5 KM 0065949.5 |
 CS3018| CS3029 LAKE WORTH WATER TANK               APPROX. 7.8 KM 0494138.7 |
 CS3018| CX9072 BURNS AZ MK                                        0625546.0 |
 CS3018| CS3017 SANSOM PARK WATER TANK              APPROX. 9.1 KM 0652046.7 |
 CS3018| CS3019 FORT WORTH ROSEN HEIGHTS TANK       APPROX.11.5 KM 0683854.4 |
 CS3018| CS3024 CARSWELL USAF HOSP WATER TANK       APPROX. 7.8 KM 0751936.1 |
 CS3018| CS3021 CARSWELL AIR FORCE BASE TANK        APPROX. 7.0 KM 0820204.9 |
 CS3018| CS3025 WHITE SETTLEMENT WATER TANK         APPROX. 3.2 KM 0991329.5 |
 CS3018| CX9073 BURNS RM 1                           15.860 METERS 10306     |
 CS3018| CS2980 FORT WORTH ARLINGTN HTS MUN TK      APPROX.10.0 KM 1103218.9 |
 CS3018| CS2979 FORT WORTH TV STA KTVT TOWER        APPROX.10.8 KM 1105341.4 |
 CS3018| CS2982 FORT WORTH WTR DEPT CALMONT TK      APPROX. 7.5 KM 1185732.5 |
 CS3018| CX9074 BURNS RM 2                           13.899 METERS 24220     |
 CS3018| CS3145 HILLTOP ADDITION TANK               APPROX. 5.5 KM 2872019.2 |
 CS3018| CS3141 AZLE WATER TANK                     APPROX.13.9 KM 3493354.0 |
 CS3018|---------------------------------------------------------------------|
 CS3018
 CS3018                          SUPERSEDED SURVEY CONTROL
 CS3018
 CS3018  NAD 83(1993)-  32 46 02.00071(N)    097 30 00.00450(W) AD(       ) 2
 CS3018  NAD 83(1986)-  32 46 02.00136(N)    097 30 00.00438(W) AD(       ) 2
 CS3018  NAD 27      -  32 46 01.53880(N)    097 29 58.92602(W) AD(       ) 2
 CS3018  NGVD 29 (07/19/86)  266.4    (m)          874.     (f) VERT ANG       
 CS3018
 CS3018.Superseded values are not recommended for survey control.
 CS3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3018.See file dsdata.txt to determine how the superseded data were derived.
 CS3018
 CS3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4049726477(NAD 83)
 CS3018_MARKER: DS = TRIANGULATION STATION DISK
 CS3018_SETTING: 0 = UNSPECIFIED SETTING
 CS3018
 CS3018  HISTORY     - Date     Condition        Report By
 CS3018  HISTORY     - 1953     MONUMENTED       CGS
 CS3018  HISTORY     - 1962     GOOD             CGS
 CS3018  HISTORY     - 1967     GOOD             CGS
 CS3018  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CS3018  HISTORY     - 20050212 GOOD             USPSQD
 CS3018
 CS3018                          STATION DESCRIPTION
 CS3018
 CS3018'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3018'STATION IS LOCATED ABOUT 2-1/2 MI. (AIRLINE) NW OF THE TOWN
 CS3018'OF WHITE SETTLEMENT, AND DUE W OF THE S END OF THE CONVAIR
 CS3018'PLANT.  IT IS ON A BARE PASTURE HILL ON THE BURNS RANCH,
 CS3018'3/4 MI. SW OF THE RANCH BUILDINGS, ABOUT 1/3 MI. N OF THE
 CS3018'BLACK TOP WHICH LEADS W FROM WHITE SETTLEMENT, AND ABOUT
 CS3018'70 YDS. N OF A FENCE CORNER.  SURFACE MARK IS A STANDARD
 CS3018'STATION DISK, STAMPED BURNS 1953 AND SET IN THE TOP OF A
 CS3018'CONCRETE POST PROJECTING ABOUT 2 IN. ABOVE GROUND.
 CS3018'
 CS3018'UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP OF
 CS3018'A CONCRETE POST.
 CS3018'
 CS3018'REFERENCE MARK 1 IS SE OF THE STATION ALONG THE SLOPE OF
 CS3018'THE HILL.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 CS3018'BURNS NO 1 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CS3018'ABOUT 2 IN. ABOVE GROUND.
 CS3018'
 CS3018'REFERENCE MARK 2 IS W-SW OF THE STATION ALONG THE SLOPE OF
 CS3018'THE HILL.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 CS3018'BURNS NO 2 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CS3018'ABOUT 2 IN. ABOVE GROUND.
 CS3018'
 CS3018'THE AZIMUTH MARK IS ABOUT 0.2 MI. E OF THE STATION, IN A LOW
 CS3018'VALLEY, 1 FT. W OF A N-S FENCE, 30 YDS. S OF A FENCE CORNER,
 CS3018'AND E OF THE TRACK ROAD LEADING TO THE STATION.  IT IS A
 CS3018'STANDARD AZIMUTH-MARK DISK, STAMPED BURNS 1953 AND SET IN
 CS3018'THE TOP OF A CONCRETE POST PROJECTING 2 IN. ABOVE GROUND.
 CS3018'
 CS3018'TO REACH THE STATION FROM THE S GATE OF THE CONVAIR PLANT,
 CS3018'GO W OF THE MAIN BLACK TOP ROAD FOR 1.3 MI.  TURN RIGHT AND
 CS3018'FOLLOW THE MAIN ROAD FOR 1.8 MI.  TURN LEFT OFF THE BLACK
 CS3018'TOP ROAD THROUGH A GATE AND GO W FOR 0.2 MI. TO THE BURNS
 CS3018'RANCH BUILDINGS.  TURN LEFT THROUGH A GATE AND FOLLOW A
 CS3018'TRACK ROAD S THROUGH THE PASTURE FOR 0.4 MI.  TAKE THE RIGHT
 CS3018'FORK AND GO W FOR 0.2 MI. TO A FENCE CORNER AND THE AZIMUTH
 CS3018'MARK TO THE LEFT.  THEN GO SW UP THE SLOPE FOR 0.5 MI. PASSING
 CS3018'THROUGH A GATE, THEN TO A FENCE CORNER, AND THEN N FOR 70
 CS3018'YDS. TO THE STATION.
 CS3018'
 CS3018'HEIGHT OF TARGET ABOVE STATION MARK - 4-10 FT.
 CS3018
 CS3018                          STATION RECOVERY (1962)
 CS3018
 CS3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS3018'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS3018'MARK WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 CS3018'AND TO REACH THE STATION ARE ADEQUATE FOR RECOVERY.
 CS3018'
 CS3018'NOTE--A METAL WITNESS POST WAS SET FOOT SOUTH OF THE AZIMUTH
 CS3018'MARK.
 CS3018
 CS3018                          STATION RECOVERY (1967)
 CS3018
 CS3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3018'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 CS3018'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 CS3018'ORIGINAL DESCRIPTION AND TO REACH STATION ARE ADEQUATE FOR
 CS3018'RECOVERY.
 CS3018'
 CS3018'ADDITIONAL MEASUREMENTS FOR FUTURE RECOVERY ARE AS FOLLOWS--
 CS3018'
 CS3018'STATION MARK A STANDARD DISK, STAMPED BURNS 1953, IS SET IN
 CS3018'A 10 IN BY 10 IN CONCRETE POST FLUSH WITH SURFACE OF GROUND.
 CS3018'IT IS ON THE HIGHEST PART OF HILL, 220 FEET NORTH OF A FENCE
 CS3018'CORNER.
 CS3018'
 CS3018'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED BURNS NO 1
 CS3018'1953 IS SET IN A 10 IN BY 10 IN CONCRETE POST FLUSH WITH SURFACE
 CS3018'OF GROUND.  IT IS ON THE SOUTHEAST SLOPE OF HILL ABOUT 1
 CS3018'FOOT LOWER THAN THE STATION MARK.  IT IS 201 FEET NORTH OF
 CS3018'THE FENCE CORNER.
 CS3018'
 CS3018'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED BURNS NO
 CS3018'2 1953 IS SET IN A 10 IN BY 10 IN CONCRETE POST FLUSH WITH
 CS3018'THE SURFACE OF GROUND.  IT IS ON THE WEST SLOPE OF HILL
 CS3018'ABOUT 1 FOOT LOWER THAN THE STATION MARK.  IT IS 214 FEET
 CS3018'NORTH OF THE FENCE CORNER.
 CS3018'
 CS3018'AZIMUTH MARK, A STANDARD DISK, STAMPED BURNS 1953, IS SET
 CS3018'IN A 10 IN BY 10 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS3018'OF GROUND.  IT IS 92 FEET SOUTH OF A FENCE CORNER AND 1 FOOT
 CS3018'WEST OF THE FENCE LINE.
 CS3018'
 CS3018'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 FEET.
 CS3018'
 CS3018'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CS3018'WEST OF WHITE SETTLEMENT.
 CS3018
 CS3018                          STATION RECOVERY (2001)
 CS3018
 CS3018'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS3018'MARK NOT FOUND.
 CS3018
 CS3018                          STATION RECOVERY (2005)
 CS3018
 CS3018'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGC)
 CS3018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0159 ***********************************************************************
 DP0159  DESIGNATION -  BURNS 2
 DP0159  PID         -  DP0159
 DP0159  STATE/COUNTY-  TX/DICKENS
 DP0159  USGS QUAD   -  DICKENS NORTH (1981)
 DP0159
 DP0159                         *CURRENT SURVEY CONTROL
 DP0159  ___________________________________________________________________
 DP0159* NAD 83(1993)-  33 42 08.24969(N)    100 50 29.65009(W)     ADJUSTED  
 DP0159* NAVD 88     -       823.84   (meters)    2702.9    (feet)  RESET     
 DP0159  ___________________________________________________________________
 DP0159  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DP0159  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DP0159
 DP0159  HORZ ORDER  -  SECOND
 DP0159  VERT ORDER  -  THIRD
 DP0159
 DP0159.The horizontal coordinates were established by classical geodetic methods
 DP0159.and adjusted by the National Geodetic Survey in February 1996..
 DP0159.No horizontal observational check was made to the station.
 DP0159
 DP0159.The orthometric height was computed from unverified reset data.
 DP0159
 DP0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0159
 DP0159.The geoid height was determined by GEOID03.
 DP0159
 DP0159;                    North         East     Units Scale Factor Converg.
 DP0159;SPC TXNC     - 2,228,155.184   382,954.522   MT  0.99993696   -1 16 37.5
 DP0159;SPC TXNC     - 7,310,205.80  1,256,409.96   sFT  0.99993696   -1 16 37.5
 DP0159;UTM  14      - 3,730,669.662   329,332.686   MT  0.99995909   -1 01 19.5
 DP0159
 DP0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0159!SPC TXNC     -   0.99987482  x   0.99993696  =   0.99981179
 DP0159!UTM  14      -   0.99987482  x   0.99995909  =   0.99983391
 DP0159
 DP0159|---------------------------------------------------------------------|
 DP0159| PID    Reference Object                     Distance      Geod. Az  |
 DP0159|                                                           dddmmss.s |
 DP0159| DP0157 BURNS RM 1                           56.535 METERS 05212     |
 DP0159| DP0156 BURNS                                23.220 METERS 14640     |
 DP0159| DP0155 BURNS AZ MK                         APPROX. 0.7 KM 1765351.7 |
 DP0159| DP0158 BURNS RM 2                           20.000 METERS 27933     |
 DP0159|---------------------------------------------------------------------|
 DP0159
 DP0159                          SUPERSEDED SURVEY CONTROL
 DP0159
 DP0159  NAD 83(1993)-  33 42 08.25290(N)    100 50 29.64865(W) AD(       ) 2
 DP0159  NAD 83(1986)-  33 42 08.25527(N)    100 50 29.64322(W) AD(       ) 2
 DP0159  NAD 27      -  33 42 07.95800(N)    100 50 28.15900(W) AD(       ) 2
 DP0159  NGVD 29 (07/19/86)  823.56   (m)         2702.0    (f) LEVELING    3  
 DP0159
 DP0159.Superseded values are not recommended for survey control.
 DP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0159.See file dsdata.txt to determine how the superseded data were derived.
 DP0159
 DP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2933330670(NAD 83)
 DP0159_MARKER: DS = TRIANGULATION STATION DISK
 DP0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0159_STAMPING: BURNS 2 1956
 DP0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0159+STABILITY: SURFACE MOTION
 DP0159
 DP0159  HISTORY     - Date     Condition        Report By
 DP0159  HISTORY     - 1956     MONUMENTED       CGS
 DP0159  HISTORY     - 1967     GOOD             USGS
 DP0159
 DP0159                          STATION DESCRIPTION
 DP0159
 DP0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CAS)
 DP0159'STATION IS LOCATED 5.7 MI. N OF DICKENS, ON THE C.T. BURNS
 DP0159'FARM, ALONG THE W SIDE OF HIGHWAY 70, IN THE FRONT YARD OF
 DP0159'THE BURNS FARMYARD, 6 FT. S OF THE N YARD FENCE, 8 FT. W OF THE
 DP0159'W RIGHT-OF-WAY LINE OF THE HIGHWAY, AND BETWEEN THE FENCE AND THE
 DP0159'ENTRANCE ROAD TO THE HOUSE.  IT IS A STANDARD DISK, STAMPED BURNS
 DP0159'2 1956, IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 IN.
 DP0159'
 DP0159'REFERENCE MARK 2 IS THE 1935 MARK, W OF THE STATION, 6 FT. N
 DP0159'OF THE N YARD FENCE, AND IS A STANDARD DISK, STAMPED BURNS
 DP0159'1935 NO 2 IN A CONCRETE MONUMENT PROJECTING ABOUT 3 IN.
 DP0159'
 DP0159'REFERENCE MARK 1 IS THE 1935 MARK, NE OF THE STATION, IN THE
 DP0159'E RIGHT-OF-WAY LINE OF THE HIGHWAY, AND IS A STANDARD DISK,
 DP0159'STAMPED BURNS 1935 NO 1 IN A CONCRETE MONUMENT PROJECTING
 DP0159'ABOUT 1 FT.  IT IS 25 FT. S OF B.M. B 434 1934 WHICH ALSO
 DP0159'PROJECTS ABOUT 1 FT.
 DP0159'
 DP0159'THE AZIMUTH MARK IS ABOUT 0.4 MI. S OF THE STATION, 1 FT. W OF
 DP0159'THE E RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY, 50 FT. E OF THE
 DP0159'CENTERLINE OF THE HIGHWAY, 62.3 FT. S OF A BRACED POWER
 DP0159'POLE, 44 FT. S OF A FENCE CORNER, AND ABOUT 100 FT. SW OF AN
 DP0159'OLD HOUSE.  IT IS A STANDARD DISK, STAMPED BURNS 1935 IN A
 DP0159'CONCRETE POST ABOUT 6 IN. BELOW THE SURFACE OF THE GROUND.
 DP0159'
 DP0159'TO REACH THE STATION FROM THE COURTHOUSE IN DICKENS, GO N ON
 DP0159'HIGHWAY 70 TOWARD MATADOR FOR 5.7 MI. TO THE BURNS HOUSE
 DP0159'AND THE STATION ON THE LEFT AS DESCRIBED.
 DP0159
 DP0159                          STATION RECOVERY (1967)
 DP0159
 DP0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DP0159'6.1 MI N FROM DICKENS.
 DP0159'COURTHOUSE IN DICKENS.  0.3 MILES W OF ALONG U S HIGHWAY 82.  THENCE
 DP0159'6.1 MILES N ALONG STATE HIGHWAY 70 TO A DRIVEWAY W.  27 FEET N AND 78
 DP0159'FEET W OF THE CENTERLINE OF THE HIGHWAY AT THE DRIVEWAY W.
 DP0159'TRIANGULATION TABLET STAMPED BURNS 2 1956 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0155 ***********************************************************************
 DP0155  DESIGNATION -  BURNS AZ MK
 DP0155  PID         -  DP0155
 DP0155  STATE/COUNTY-  TX/DICKENS
 DP0155  USGS QUAD   -  DICKENS NORTH (1981)
 DP0155
 DP0155                         *CURRENT SURVEY CONTROL
 DP0155  ___________________________________________________________________
 DP0155* NAD 83(1993)-  33 41 44.80397(N)    100 50 28.12986(W)     ADJUSTED  
 DP0155* NAVD 88     -       814.301  (meters)    2671.59   (feet)  ADJUSTED  
 DP0155  ___________________________________________________________________
 DP0155  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 DP0155  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DP0155  DYNAMIC HT  -         813.297 (meters)    2668.29  (feet)  COMP
 DP0155  MODELED GRAV-     979,376.3   (mgal)                       NAVD 88
 DP0155
 DP0155  HORZ ORDER  -  THIRD
 DP0155  VERT ORDER  -  SECOND    CLASS 0
 DP0155
 DP0155.The horizontal coordinates were established by classical geodetic methods
 DP0155.and adjusted by the National Geodetic Survey in February 1996..
 DP0155.No horizontal observational check was made to the station.
 DP0155
 DP0155.The orthometric height was determined by differential leveling
 DP0155.and adjusted by the National Geodetic Survey in June 1991..
 DP0155
 DP0155.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0155
 DP0155.The geoid height was determined by GEOID03.
 DP0155
 DP0155.The dynamic height is computed by dividing the NAVD 88
 DP0155.geopotential number by the normal gravity value computed on the
 DP0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0155.degrees latitude (g = 980.6199 gals.).
 DP0155
 DP0155.The modeled gravity was interpolated from observed gravity values.
 DP0155
 DP0155;                    North         East     Units Scale Factor Converg.
 DP0155;SPC TXNC     - 2,227,432.168   382,977.563   MT  0.99993568   -1 16 36.7
 DP0155;SPC TXNC     - 7,307,833.70  1,256,485.55   sFT  0.99993568   -1 16 36.7
 DP0155;UTM  14      - 3,729,946.740   329,358.945   MT  0.99995898   -1 01 18.1
 DP0155
 DP0155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0155!SPC TXNC     -   0.99987631  x   0.99993568  =   0.99981200
 DP0155!UTM  14      -   0.99987631  x   0.99995898  =   0.99983530
 DP0155
 DP0155:                Primary Azimuth Mark                     Grid Az
 DP0155:SPC TXNC     -  BURNS                                    359 07 37.1
 DP0155:UTM  14      -  BURNS                                    358 52 18.5
 DP0155
 DP0155|---------------------------------------------------------------------|
 DP0155| PID    Reference Object                     Distance      Geod. Az  |
 DP0155|                                                           dddmmss.s |
 DP0155| DP0156 BURNS                               APPROX. 0.7 KM 3575100.4 |
 DP0155|---------------------------------------------------------------------|
 DP0155
 DP0155                          SUPERSEDED SURVEY CONTROL
 DP0155
 DP0155  NAD 83(1993)-  33 41 44.80719(N)    100 50 28.12842(W) AD(       ) 3
 DP0155  NAD 83(1986)-  33 41 44.80939(N)    100 50 28.12297(W) AD(       ) 3
 DP0155  NGVD 29 (??/??/92)  814.015  (m)         2670.65   (f) ADJ UNCH    2 0
 DP0155
 DP0155.Superseded values are not recommended for survey control.
 DP0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0155.See file dsdata.txt to determine how the superseded data were derived.
 DP0155
 DP0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2935929947(NAD 83)
 DP0155_MARKER: DZ = AZIMUTH MARK DISK
 DP0155_SETTING: 0 = UNSPECIFIED SETTING
 DP0155_STAMPING: BURNS AZI.1935
 DP0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0155
 DP0155  HISTORY     - Date     Condition        Report By
 DP0155  HISTORY     - 1935     MONUMENTED       CGS
 DP0155  HISTORY     - 1956     GOOD             NGS
 DP0155
 DP0155                          STATION DESCRIPTION
 DP0155
 DP0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DP0155'5.4 MI N FROM DICKENS.
 DP0155'ABOUT 5.4 MILES NORTH ALONG U.S. HIGHWAY NO. 70 FROM THE COURT HOUSE
 DP0155'IN DICKENS, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, 50 FEET EAST
 DP0155'OF THE CENTERLINE OF THE HIGHWAY, 62.3 FEET SOUTH OF A BRACED POWER
 DP0155'POLE, 44 FEET SOUTH OF A FENCE CORNER AND ABOUT 100 FEET SOUTHWEST OF
 DP0155'AN OLD FARM HOUSE.  A STANDARD AZIMUTH DISK STAMPED BURNS AZI.1935 IN
 DP0155'CONCRETE ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0157 ***********************************************************************
 DP0157  DESIGNATION -  BURNS RM 1
 DP0157  PID         -  DP0157
 DP0157  STATE/COUNTY-  TX/DICKENS
 DP0157  USGS QUAD   -  DICKENS NORTH (1981)
 DP0157
 DP0157                         *CURRENT SURVEY CONTROL
 DP0157  ___________________________________________________________________
 DP0157* NAD 83(1986)-  33 42 07.     (N)    100 50 28.     (W)     SCALED    
 DP0157* NAVD 88     -       822.398  (meters)    2698.15   (feet)  ADJUSTED  
 DP0157  ___________________________________________________________________
 DP0157  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DP0157  DYNAMIC HT  -         821.384 (meters)    2694.82  (feet)  COMP
 DP0157  MODELED GRAV-     979,376.1   (mgal)                       NAVD 88
 DP0157
 DP0157  VERT ORDER  -  SECOND    CLASS 0
 DP0157
 DP0157.The horizontal coordinates were scaled from a topographic map and have
 DP0157.an estimated accuracy of +/- 6 seconds.
 DP0157
 DP0157.The orthometric height was determined by differential leveling
 DP0157.and adjusted by the National Geodetic Survey in June 1991..
 DP0157
 DP0157.The geoid height was determined by GEOID03.
 DP0157
 DP0157.The dynamic height is computed by dividing the NAVD 88
 DP0157.geopotential number by the normal gravity value computed on the
 DP0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0157.degrees latitude (g = 980.6199 gals.).
 DP0157
 DP0157.The modeled gravity was interpolated from observed gravity values.
 DP0157
 DP0157;                    North         East    Units  Estimated Accuracy
 DP0157;SPC TXNC     - 2,228,120.      383,000.      MT  (+/- 180 meters Scaled)
 DP0157
 DP0157                          SUPERSEDED SURVEY CONTROL
 DP0157
 DP0157  NGVD 29 (??/??/92)  822.112  (m)         2697.21   (f) ADJ UNCH    2 0
 DP0157
 DP0157.Superseded values are not recommended for survey control.
 DP0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0157.See file dsdata.txt to determine how the superseded data were derived.
 DP0157
 DP0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC293306(NAD 83)
 DP0157_MARKER: DR = REFERENCE MARK DISK
 DP0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0157_STAMPING: BURNS NO1 1935
 DP0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0157+STABILITY: SURFACE MOTION
 DP0157
 DP0157  HISTORY     - Date     Condition        Report By
 DP0157  HISTORY     - 1935     MONUMENTED       CGS
 DP0157  HISTORY     - 1967     GOOD             USGS
 DP0157
 DP0157                          STATION DESCRIPTION
 DP0157
 DP0157'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DP0157'6.1 MI N FROM DICKENS.
 DP0157'DICKENS COURTHOUSE.  0.3 MILES W OF ALONG U S HIGHWAY 82.  THENCE 6.1
 DP0157'MILES N ALONG STATE HIGHWAY 70 TO A DRIVEWAY W.  142 FEET N ALONG
 DP0157'HIGHWAY.  69 FEET E OF THE CENTERLINE OF THE HWY.  REFERENCE MARK
 DP0157'TABLET STAMPED BURNS NO 1 1935 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0158 ***********************************************************************
 DP0158  DESIGNATION -  BURNS RM 2
 DP0158  PID         -  DP0158
 DP0158  STATE/COUNTY-  TX/DICKENS
 DP0158  USGS QUAD   -  DICKENS NORTH (1981)
 DP0158
 DP0158                         *CURRENT SURVEY CONTROL
 DP0158  ___________________________________________________________________
 DP0158* NAD 83(1986)-  33 42 07.     (N)    100 50 28.     (W)     SCALED    
 DP0158* NAVD 88     -       824.177  (meters)    2703.99   (feet)  ADJUSTED  
 DP0158  ___________________________________________________________________
 DP0158  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DP0158  DYNAMIC HT  -         823.161 (meters)    2700.65  (feet)  COMP
 DP0158  MODELED GRAV-     979,376.1   (mgal)                       NAVD 88
 DP0158
 DP0158  VERT ORDER  -  SECOND    CLASS 0
 DP0158
 DP0158.The horizontal coordinates were scaled from a topographic map and have
 DP0158.an estimated accuracy of +/- 6 seconds.
 DP0158
 DP0158.The orthometric height was determined by differential leveling
 DP0158.and adjusted by the National Geodetic Survey in June 1991..
 DP0158
 DP0158.The geoid height was determined by GEOID03.
 DP0158
 DP0158.The dynamic height is computed by dividing the NAVD 88
 DP0158.geopotential number by the normal gravity value computed on the
 DP0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0158.degrees latitude (g = 980.6199 gals.).
 DP0158
 DP0158.The modeled gravity was interpolated from observed gravity values.
 DP0158
 DP0158;                    North         East    Units  Estimated Accuracy
 DP0158;SPC TXNC     - 2,228,120.      383,000.      MT  (+/- 180 meters Scaled)
 DP0158
 DP0158                          SUPERSEDED SURVEY CONTROL
 DP0158
 DP0158  NGVD 29 (??/??/92)  823.892  (m)         2703.05   (f) ADJ UNCH    2 0
 DP0158
 DP0158.Superseded values are not recommended for survey control.
 DP0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0158.See file dsdata.txt to determine how the superseded data were derived.
 DP0158
 DP0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC293306(NAD 83)
 DP0158_MARKER: DR = REFERENCE MARK DISK
 DP0158_SETTING: 0 = UNSPECIFIED SETTING
 DP0158_STAMPING: BURNS NO 2 1935
 DP0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0158
 DP0158  HISTORY     - Date     Condition        Report By
 DP0158  HISTORY     - 1935     MONUMENTED       CGS
 DP0158  HISTORY     - 1938     GOOD             NGS
 DP0158
 DP0158                          STATION DESCRIPTION
 DP0158
 DP0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 DP0158'5.9 MI N FROM DICKENS.
 DP0158'5.9 MILES NORTH BY HIGHWAY 55 FT. EAST AND 23 FT. NORTH OF THE
 DP0158'NORTH-EAST CORNER OF HOUSE, AND IN LINE WITH EAST AND WEST FENCE.
 DP0158'ABOUT 100 FT. NORTH-WEST OF STATION AND PROJECTING 6 IN. ABOVE GROUND.
 DP0158'NOTE-- ACCORDING TO DESCRIPTION FURNISHED FOR THESE MARKS IT SEEMS
 DP0158'THAT R. M. NO. 1 AND R. M. NO. 2 HAVE BEEN REVERSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1479 ***********************************************************************
 AB1479  DESIGNATION -  BURNT 1939
 AB1479  PID         -  AB1479
 AB1479  STATE/COUNTY-  TX/CAMERON
 AB1479  USGS QUAD   -  NORTH OF PORT ISABEL SW (1982)
 AB1479
 AB1479                         *CURRENT SURVEY CONTROL
 AB1479  ___________________________________________________________________
 AB1479* NAD 83(1993)-  26 17 12.40242(N)    097 11 55.94549(W)     ADJUSTED  
 AB1479* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1479  ___________________________________________________________________
 AB1479  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AB1479  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 AB1479
 AB1479  HORZ ORDER  -  SECOND
 AB1479
 AB1479.The horizontal coordinates were established by classical geodetic methods
 AB1479.and adjusted by the National Geodetic Survey in February 1996..
 AB1479
 AB1479.The orthometric height was scaled from a topographic map.
 AB1479
 AB1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1479
 AB1479.The geoid height was determined by GEOID03.
 AB1479
 AB1479;                    North         East     Units Scale Factor Converg.
 AB1479;SPC TX S     - 5,069,374.570   429,941.923   MT  0.99997192   +0 35 26.6
 AB1479;SPC TX S     -16,631,773.07  1,410,567.79   sFT  0.99997192   +0 35 26.6
 AB1479;UTM  14      - 2,908,695.417   679,830.738   MT  0.99999929   +0 47 52.3
 AB1479
 AB1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1479!SPC TX S     -   1.00000313  x   0.99997192  =   0.99997505
 AB1479!UTM  14      -   1.00000313  x   0.99999929  =   1.00000242
 AB1479
 AB1479:                Primary Azimuth Mark                     Grid Az
 AB1479:SPC TX S     -  BEACH 1939                               168 20 00.0
 AB1479:UTM  14      -  BEACH 1939                               168 07 34.3
 AB1479
 AB1479|---------------------------------------------------------------------|
 AB1479| PID    Reference Object                     Distance      Geod. Az  |
 AB1479|                                                           dddmmss.s |
 AB1479| AB1519 BEACH 1939                          APPROX.11.3 KM 1685526.6 |
 AB1479|---------------------------------------------------------------------|
 AB1479
 AB1479                          SUPERSEDED SURVEY CONTROL
 AB1479
 AB1479  NAD 83(1986)-  26 17 12.41962(N)    097 11 55.90342(W) AD(       ) 2
 AB1479  NAD 27      -  26 17 11.15300(N)    097 11 55.00200(W) AD(       ) 2
 AB1479
 AB1479.Superseded values are not recommended for survey control.
 AB1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1479.See file dsdata.txt to determine how the superseded data were derived.
 AB1479
 AB1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7983108695(NAD 83)
 AB1479_MARKER: P = PIPE CAP
 AB1479_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1479_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AB1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1479
 AB1479  HISTORY     - Date     Condition        Report By
 AB1479  HISTORY     - 1939     MONUMENTED       CGS
 AB1479  HISTORY     - 1949     GOOD             CGS
 AB1479  HISTORY     - 1958     GOOD             SHELL
 AB1479  HISTORY     - 1964     GOOD             CGS
 AB1479  HISTORY     - 1968     GOOD             CGS
 AB1479  HISTORY     - 1976     GOOD             NGS
 AB1479  HISTORY     - 1979     GOOD             NGS
 AB1479  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 AB1479
 AB1479                          STATION DESCRIPTION
 AB1479
 AB1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1479'STATION BURNT IS LOCATED ABOUT 15.5 MILES N OF BRAZOS SANTIAGO
 AB1479'PASS AND ABOUT 0.5 MILE W OF THE BEACH.  IT IS ABOUT 0.25
 AB1479'MILE W OF A LARGE BARE SAND DUNE, ON A LOW GRASS-COVERED
 AB1479'FLAT.
 AB1479'
 AB1479'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AB1479'TOP OF A 3-INCH GALVANIZED-IRON PIPE, EMBEDDED IN CONCRETE
 AB1479'AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1479'
 AB1479'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1479
 AB1479                          STATION RECOVERY (1949)
 AB1479
 AB1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1479'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AB1479'FOLLOWS--
 AB1479'
 AB1479'LOCATED ON PADRE ISLAND, ABOUT 15.4 MILES N OF BRAZOS SANTIAGO.
 AB1479'IT IS ABOUT 80 FEET FROM S OF SEMI-CIRCULAR ROW OF DUNES,
 AB1479'ABOUT 1,000 FEET N OF CENTER OF LARGE WASH AND 200 FEET NE
 AB1479'OF MOUTH OF A SMALL WASH, 350 FEET E OF W GRASS LINE, ABOUT
 AB1479'2,600 FEET W OF GULF MEAN HIGH-WATER LINE, 4,500 FEET E OF
 AB1479'LAGUNA MADRE WATER LINE, AND 3 FEET S OF A 4- BY 4-INCH
 AB1479'WOODEN WITNESS POST.
 AB1479'
 AB1479'TO REACH STATION, GO BY BOAT FROM PORT ISABEL TO PORT ISABEL
 AB1479'COAST GUARD STATION, THEN BY 4-WHEEL DRIVE VEHICLE SE ACROSS
 AB1479'ISLAND ABOUT 0.7 MILE TO SANTIAGO PASS N JETTY, THEN N ALONG
 AB1479'MEAN HIGH-WATER LINE ABOUT 14.6 MILES TO N SIDE OF WIDE
 AB1479'SAND WASH LEADING W TO LAGUNA MADRE, THEN W ALONG SAND WASH
 AB1479'ABOUT 0.4 MILE, THEN N ALONG W SIDE OF DUNES ABOUT 0.75
 AB1479'MILE TO STATION IN GRASS FLAT.
 AB1479'
 AB1479'STATION MARK IS A BRONZE DISK, STAMPED BURNT 1939, SCREWED
 AB1479'TO TOP OF 3-INCH GALVANIZED-IRON PIPE, EMBEDDED IN CONCRETE
 AB1479'AND PROJECTING 12 INCHES ABOVE GROUND.
 AB1479
 AB1479                          STATION RECOVERY (1958)
 AB1479
 AB1479'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB1479'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AB1479
 AB1479                          STATION RECOVERY (1964)
 AB1479
 AB1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CHS)
 AB1479'STATION WAS RECOVERED IN GOOD CONDITION.
 AB1479
 AB1479                          STATION RECOVERY (1968)
 AB1479
 AB1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1479'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1949 RECOVERY
 AB1479'NOTE, BY G.E.M. JR., IS ADEQUATE WITH A NEW TO REACH WHICH
 AB1479'FOLLOWS--
 AB1479'
 AB1479'TO REACH THE STATION FROM THE POST OFFICE IN PORT ISABEL,
 AB1479'GO EAST ACROSS LAGUNA MADRE ON TEXAS PARK ROAD 100 FOR 2.8
 AB1479'MILES TO A Y INTERSECTION, KEEP LEFT ON PARK ROAD 100 FOR
 AB1479'4.1 MILES TO A PAVED ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE
 AB1479'TO THE BEACH AND THE MHWL OF THE GULF, TURN NORTH (LEFT)
 AB1479'AND TRAVEL ALONG MHWL 10.4 MILES.  STATION IS ABOUT 0.5
 AB1479'MILE WEST OF THE MHWL OF THE GULF IN A GRASSY FLAT WEST
 AB1479'OF THE GRASS COVERED DUNES ALONG THE BEACH.  A FOUR WHEEL
 AB1479'DRIVE VEHICLE IS NECESSARY TO REACH THE STATION.
 AB1479
 AB1479                          STATION RECOVERY (1976)
 AB1479
 AB1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRL)
 AB1479'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT IS ABOUT 250
 AB1479'FEET WEST OF A LARGE NORTH-SOUTH SAND DUNE, AT THE FOOT OF AND 100
 AB1479'FEET SOUTHEAST OF A LOWER GRASSY DUNE, 2 FEET WEST OF A METAL
 AB1479'WITNESS POST AND PROJECTS 7 INCHES.
 AB1479'
 AB1479'TO REACH FROM THE EAST END OF THE BRIDGE OF STATE HIGHWAY 100 AT
 AB1479'SOUTH PADRE ISLAND, GO EAST FOR 0.3 MILE, TURN LEFT AND GO NORTH ON
 AB1479'PARK ROAD 100 FOR 4.1 MILES TO SIDE ROAD RIGHT AND THE NORTH
 AB1479'ENTRANCE TO ANDY BOWIE PARK.  TURN RIGHT AND GO EAST FOR 0.15 MILE
 AB1479'TO THE BEACH.  (A 2-WHEEL DRIVE CAN BE DRIVEN ALONG BEACH AT LOW
 AB1479'TIDE) TURN LEFT AND GO NORTH ON BEACH FOR 4.35 MILES TO SIDE ROAD
 AB1479'LEFT.  CONTINUE NORTH ON BEACH FOR 2.9 MILES TO A WRECKED BOAT ON
 AB1479'RIGHT.  CONTINUE NORTH ON BEACH FOR 2.75 MILES AND ETT.  FROM
 AB1479'HERE PACK WEST FOR ABOUT 0.5 MILE TO THE SECOND ROW OF SAND DUNES
 AB1479'AND STATION ABOUT 250 FEET BEYOND THIS SECOND ROW OF SAND
 AB1479'DUNES.
 AB1479'
 AB1479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.5 MILES NORTH
 AB1479'OF SOUTH PADRE ISLAND.
 AB1479
 AB1479                          STATION RECOVERY (1979)
 AB1479
 AB1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1479'STATION WAS NOT OCCUPIED.
 AB1479'
 AB1479'NO REFERENCE MARKS TO THIS STATION.
 AB1479'
 AB1479'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, STATION WAS
 AB1479'RECOVERED ABOUT 50 YARDS SE OF LARGE SHIFTING SAND DUNES, IT IS
 AB1479'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND, 2-1/2 FEET
 AB1479'WEST OF A METAL WITNESS POST AND SIGN.  THE 1942 AND 1968 RECOVERY
 AB1479'NOTES ARE ADEQUATE.
 AB1479'
 AB1479'TO REACH FROM THE PORT ISABEL LIGHT HOUSE, GO WESTERLY ON PARK ROAD
 AB1479'100 FOR 2.5 MILE TO A CROSS ROAD AND WHERE PARK ROAD 100 TURNS
 AB1479'NORTH, CONTINUE NORTHERLY ON PARK ROAD 100 FOR 3.3 MILE TO A SIDE
 AB1479'ROAD RIGHT.  TURN RIGHT AND GO EASTERLY FOR 0.2 MILE TO THE
 AB1479'BEACH.  TURN LEFT NORTH AND GO ALONG THE BEACH FOR 10.4 MILE, FROM
 AB1479'HERE PACK WESTERLY FOR ABOUT 0.5 MILE TO STATION JUST
 AB1479'SOUTHEAST OF LARGE SAND DUNES.
 AB1479'
 AB1479'NOTE.  HELICOPTER CAN LAND NEAR THE STATION, A FOUR-WHEEL DRIVE
 AB1479'VEHICLE IS REQUIRED ON THE BEACH.
 AB1479'
 AB1479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES NNE
 AB1479'OF PORT ISABEL.
 AB1479
 AB1479                          STATION RECOVERY (1991)
 AB1479
 AB1479'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0211 ***********************************************************************
 AP0211  DESIGNATION -  BURR
 AP0211  PID         -  AP0211
 AP0211  STATE/COUNTY-  TX/MAVERICK
 AP0211  USGS QUAD   -  PALOMA (1974)
 AP0211
 AP0211                         *CURRENT SURVEY CONTROL
 AP0211  ___________________________________________________________________
 AP0211* NAD 83(1993)-  28 52 36.15170(N)    100 29 32.47270(W)     ADJUSTED  
 AP0211* NAVD 88     -       272.3    (meters)     893.     (feet)  VERTCON   
 AP0211  ___________________________________________________________________
 AP0211  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AP0211  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AP0211
 AP0211  HORZ ORDER  -  FIRST
 AP0211
 AP0211.The horizontal coordinates were established by classical geodetic methods
 AP0211.and adjusted by the National Geodetic Survey in February 1996..
 AP0211
 AP0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0211
 AP0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0211
 AP0211.The geoid height was determined by GEOID03.
 AP0211
 AP0211;                    North         East     Units Scale Factor Converg.
 AP0211;SPC TXSC     - 4,116,563.603   454,433.719   MT  0.99989500   -0 43 52.0
 AP0211;SPC TXSC     -13,505,759.09  1,490,921.29   sFT  0.99989500   -0 43 52.0
 AP0211;UTM  14      - 3,195,241.582   354,463.871   MT  0.99986138   -0 43 15.0
 AP0211
 AP0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0211!SPC TXSC     -   0.99996080  x   0.99989500  =   0.99985580
 AP0211!UTM  14      -   0.99996080  x   0.99986138  =   0.99982218
 AP0211
 AP0211:                Primary Azimuth Mark                     Grid Az
 AP0211:SPC TXSC     -  PALOMA RANCH WINDMILL                    088 18 16.4
 AP0211:UTM  14      -  PALOMA RANCH WINDMILL                    088 17 39.4
 AP0211
 AP0211|---------------------------------------------------------------------|
 AP0211| PID    Reference Object                     Distance      Geod. Az  |
 AP0211|                                                           dddmmss.s |
 AP0211| AP0210 PALOMA RANCH WINDMILL               APPROX. 8.0 KM 0873424.4 |
 AP0211| AP0229 WINDMILL S OF STA NINE              APPROX. 8.6 KM 1993758.5 |
 AP0211| AP0230 WINDMILL NE OF STA NINE             APPROX. 4.0 KM 2125241.5 |
 AP0211| CV4410 BURR RM                              13.492 METERS 30613     |
 AP0211|---------------------------------------------------------------------|
 AP0211
 AP0211                          SUPERSEDED SURVEY CONTROL
 AP0211
 AP0211  NAD 83(1986)-  28 52 36.14653(N)    100 29 32.45081(W) AD(       ) 1
 AP0211  NAD 27      -  28 52 35.25100(N)    100 29 31.17100(W) AD(       ) 1
 AP0211  NGVD 29 (07/19/86)  272.2    (m)          893.     (f) VERT ANG       
 AP0211
 AP0211.Superseded values are not recommended for survey control.
 AP0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0211.See file dsdata.txt to determine how the superseded data were derived.
 AP0211
 AP0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5446495242(NAD 83)
 AP0211_MARKER: DS = TRIANGULATION STATION DISK
 AP0211_SETTING: 0 = UNSPECIFIED SETTING
 AP0211
 AP0211  HISTORY     - Date     Condition        Report By
 AP0211  HISTORY     - 1918     MONUMENTED       CGS
 AP0211  HISTORY     - 1964     GOOD             CGS
 AP0211
 AP0211                          STATION DESCRIPTION
 AP0211
 AP0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0211'STATION IS ABOUT 16 MILES BY ROAD N OF EAGLE PASS, ON TOP OF A
 AP0211'VERY FLAT RIDGE COVERED WITH HEAVY MESQUITE TREES.
 AP0211'
 AP0211'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AP0211'
 AP0211'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0211'
 AP0211'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AP0211'13.492 METERS (44.27 FEET) FROM THE STATION, N 53 DEG 47 MIN W.
 AP0211'
 AP0211'TO REACH THE STATION FROM EAGLE PASS, TAKE THE DEL RIO ROAD,
 AP0211'8.5 MILES TO A GATE ON THE N SIDE OF THE ROAD WITH A SIGN
 AP0211'BRACKETVILLE, PASSING THROUGH THE GATE FOLLOW THE ROAD 5 MILES,
 AP0211'KEEPING TO THE LEFT TO THE SECOND BOARD GATE, PASSING THROUGH
 AP0211'THIS GATE TURN TO THE LEFT THROUGH THE BRUSH AND FOLLOW THE
 AP0211'RIDGE 1-1/8 MILES NW TO A WIRE GATE, WHICH IS 95 METERS (312
 AP0211'FEET) E OF THE STATION.
 AP0211
 AP0211                          STATION RECOVERY (1964)
 AP0211
 AP0211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRH)
 AP0211'STATION WAS RECOVERED.  IT PROTRUDES 0.3 FT ABOVE GROUND.
 AP0211'REFERENCE MARK HAS BEEN DISTURBED.  BURR RANCH WINDMILL IS
 AP0211'N 84 DEG 15 MIN W.
 AP0211'
 AP0211'TO REACH--FROM MAIN AND CEYLON STS. IN CITY OF EAGLE PASS
 AP0211'PROCEED NORTHERLY ALONG U.S. 277 (EAGLE PASS - DEL RIO) FOR
 AP0211'12.5 MILES, TEX. HWY 131 ON RIGHT.  TURN RIGHT FOLLOWING
 AP0211'131 EASTERLY 1.5 MILE, BURR RANCH LOCKED GATE ON RIGHT.  TURN
 AP0211'RIGHT PASSING THRU GATE TURN RIGHT (SOUTHERLY) AND FOLLOW
 AP0211'OLD HWY 131 FOR 0.2 MILE, RANCH FENCE AHEAD.  TURN LEFT
 AP0211'(EASTERLY) FOLLOWING RANCH FENCE FOR 2 MILES, GATE IN FENCE
 AP0211'TO NORTH.  TURN LEFT AND FOLLOW FENCE (WITHOUT GOING THRU
 AP0211'GATE) NORTHERLY FOR 0.8 MILE, DRY LAKE AHEAD DOWN SLOPE.  TURN
 AP0211'LEFT (WEST) FOR 0.1 MILES TO VICINITY OF STATION ON HIGHEST
 AP0211'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0769 ***********************************************************************
 CV0769  DESIGNATION -  BURR ET
 CV0769  PID         -  CV0769
 CV0769  STATE/COUNTY-  TX/DAWSON
 CV0769  USGS QUAD   -  PUNKIN CENTER (1969)
 CV0769
 CV0769                         *CURRENT SURVEY CONTROL
 CV0769  ___________________________________________________________________
 CV0769* NAD 83(1993)-  32 49 11.58520(N)    102 03 48.72064(W)     ADJUSTED  
 CV0769* NAVD 88     -       933.9    (meters)    3064.     (feet)  VERTCON   
 CV0769  ___________________________________________________________________
 CV0769  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 CV0769  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CV0769
 CV0769  HORZ ORDER  -  SECOND
 CV0769
 CV0769.The horizontal coordinates were established by classical geodetic methods
 CV0769.and adjusted by the National Geodetic Survey in February 1996..
 CV0769
 CV0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0769
 CV0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0769
 CV0769.The geoid height was determined by GEOID03.
 CV0769
 CV0769;                    North         East     Units Scale Factor Converg.
 CV0769;SPC TXNC     - 2,133,538.565   266,405.107   MT  0.99988076   -1 56 36.7
 CV0769;SPC TXNC     - 6,999,784.44    874,030.76   sFT  0.99988076   -1 56 36.7
 CV0769;UTM  13      - 3,635,140.027   774,918.487   MT  1.00053204   +1 35 33.2
 CV0769;UTM  14      - 3,635,478.076   213,180.605   MT  1.00061450   -1 39 41.6
 CV0769
 CV0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0769!SPC TXNC     -   0.99985712  x   0.99988076  =   0.99973790
 CV0769!UTM  13      -   0.99985712  x   1.00053204  =   1.00038909
 CV0769!UTM  14      -   0.99985712  x   1.00061450  =   1.00047153
 CV0769
 CV0769|---------------------------------------------------------------------|
 CV0769| PID    Reference Object                     Distance      Geod. Az  |
 CV0769|                                                           dddmmss.s |
 CV0769| CH8499 BURR ET RM 1                         20.447 METERS 04450     |
 CV0769| CH8500 BURR ET RM 2                         15.494 METERS 14849     |
 CV0769| CV0766 MILO ET                             APPROX. 6.5 KM 3485742.8 |
 CV0769|---------------------------------------------------------------------|
 CV0769
 CV0769                          SUPERSEDED SURVEY CONTROL
 CV0769
 CV0769  NAD 83(1986)-  32 49 11.59363(N)    102 03 48.71347(W) AD(       ) 2
 CV0769  NAD 27      -  32 49 11.24078(N)    102 03 47.12166(W) AD(       ) 2
 CV0769  NGVD 29 (07/19/86)  933.6    (m)         3063.     (f) VERT ANG       
 CV0769
 CV0769.Superseded values are not recommended for survey control.
 CV0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0769.See file dsdata.txt to determine how the superseded data were derived.
 CV0769
 CV0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS7491835140(NAD 83)
 CV0769_MARKER: DD = SURVEY DISK
 CV0769_SETTING: 0 = UNSPECIFIED SETTING
 CV0769
 CV0769  HISTORY     - Date     Condition        Report By
 CV0769  HISTORY     - 1968     MONUMENTED       USGS
 CV0769
 CV0769                          STATION DESCRIPTION
 CV0769
 CV0769'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CV0769'THE STATION IS LOCATED NORTH 49 DEG WEST ABOUT 8.7 MILES AIRLINE
 CV0769'FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 180 IN LAMESA, TEXAS
 CV0769'ON A BLOW RIDGE ON THE SOUTH SIDE OF FARM TO MARKET ROAD 1064.
 CV0769'
 CV0769'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180 AND STATE HIGHWAY
 CV0769'137 AT THE WEST SIDE OF LAMESA, GO 7.6 MILES NORTHWEST ON STATE
 CV0769'HIGHWAY 137 TO FARM TO MARKET ROAD 1064, TURN LEFT AND GO 2.2 MILES
 CV0769'WEST-SOUTHWEST ON FARM TO MARKET ROAD 1064 TO THE STATION SITE ON
 CV0769'THE LEFT.  THE STATION IS 100 FEET SOUTH OF THE HIGHWAY AND 26
 CV0769'FEET EAST OF A POWERLINE.  THE STATION IS 5 FEET SOUTHEAST OF A
 CV0769'USGS WITNESS SIGN MOUNTED ON A METAL POST.
 CV0769'
 CV0769'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 CV0769'DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG TILE, 6
 CV0769'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 CV0769'IS FLUSH WITH THE GROUND AND IS STAMPED BURR ET 1968.
 CV0769'
 CV0769'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CV0769'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 CV0769'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 CV0769'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 CV0769'BURR ET 1968 - 1.
 CV0769'
 CV0769'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CV0769'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 CV0769'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 CV0769'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED BURR
 CV0769'ET 1968 - 2.
 CV0769'
 CV0769'THE DISTANCE BETWEEN REFERENCE MARKS IS 93.50 FEET (28.497 METERS).
 CV0769'
 CV0769'STATION MILO ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 CV0769'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5732 ***********************************************************************
 AW5732  DESIGNATION -  BURRELL
 AW5732  PID         -  AW5732
 AW5732  STATE/COUNTY-  TX/JEFFERSON
 AW5732  USGS QUAD   -  FANNETT EAST (1964)
 AW5732
 AW5732                         *CURRENT SURVEY CONTROL
 AW5732  ___________________________________________________________________
 AW5732* NAD 83(1993)-  29 52 43.10853(N)    094 13 27.54684(W)     ADJUSTED  
 AW5732* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AW5732  ___________________________________________________________________
 AW5732  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AW5732  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW5732
 AW5732  HORZ ORDER  -  FIRST
 AW5732
 AW5732.The horizontal coordinates were established by classical geodetic methods
 AW5732.and adjusted by the National Geodetic Survey in February 1996..
 AW5732
 AW5732.The orthometric height was scaled from a topographic map.
 AW5732
 AW5732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5732
 AW5732.The geoid height was determined by GEOID03.
 AW5732
 AW5732;                    North         East     Units Scale Factor Converg.
 AW5732;SPC TXSC     - 4,236,094.686 1,061,176.787   MT  0.99990813   +2 20 22.8
 AW5732;SPC TXSC     -13,897,920.65  3,481,544.18   sFT  0.99990813   +2 20 22.8
 AW5732;UTM  15      - 3,305,967.287   381,769.331   MT  0.99977247   -0 36 35.9
 AW5732
 AW5732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5732!SPC TXSC     -   1.00000350  x   0.99990813  =   0.99991163
 AW5732!UTM  15      -   1.00000350  x   0.99977247  =   0.99977597
 AW5732
 AW5732|---------------------------------------------------------------------|
 AW5732| PID    Reference Object                     Distance      Geod. Az  |
 AW5732|                                                           dddmmss.s |
 AW5732| CV8768 BURRELL RM 1                                       00906     |
 AW5732| BL2065 BEAUMONT SAN JACINTO BLDG TWR       APPROX.25.6 KM 0281626.3 |
 AW5732| CV8769 BURRELL RM 2                         58.558 METERS 10142     |
 AW5732| AW7067 RIEDEL RESET                        APPROX.13.7 KM 1885920.7 |
 AW5732|---------------------------------------------------------------------|
 AW5732
 AW5732                          SUPERSEDED SURVEY CONTROL
 AW5732
 AW5732  NAD 83(1993)-  29 52 43.11007(N)    094 13 27.54683(W) AD(       ) 1
 AW5732  NAD 83(1986)-  29 52 43.12741(N)    094 13 27.52539(W) AD(       ) 1
 AW5732  NAD 27      -  29 52 42.34200(N)    094 13 26.85900(W) AD(       ) 1
 AW5732
 AW5732.Superseded values are not recommended for survey control.
 AW5732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5732.See file dsdata.txt to determine how the superseded data were derived.
 AW5732
 AW5732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8176905967(NAD 83)
 AW5732_MARKER: DS = TRIANGULATION STATION DISK
 AW5732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW5732+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 AW5732
 AW5732  HISTORY     - Date     Condition        Report By
 AW5732  HISTORY     - 1931     MONUMENTED       CGS
 AW5732  HISTORY     - 1958     GOOD             CGS
 AW5732  HISTORY     - 20010331 GOOD             NGS
 AW5732  HISTORY     - 20060522 GOOD             JAC
 AW5732
 AW5732                          STATION DESCRIPTION
 AW5732
 AW5732'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW5732'ABOUT 16 MILES SW OF BEAUMONT, 4 MILES SE OF VILLAGE OF
 AW5732'FANNETT, IN PASTURE LAND OWNED BY J.J. BURRELL, ON LARGEST
 AW5732'OF A NUMBER OF MOUNDS IN THE FIELD, IT BEING ABOUT 50 FEET
 AW5732'IN DIAMETER AND 4 FEET ABOVE GENERAL ELEVATION OF THE LAND,
 AW5732'AND COMPOSED OF SANDY LOAM.  THERE ARE THREE 18-INCH TREES
 AW5732'ON THE MOUND.  STATION IS 0.7 MILE S OF LOWER SHELL ROAD
 AW5732'LEADING E FROM FANNETT, 156 FEET W OF DIRT ROAD WHICH LEADS
 AW5732'S FROM SHELL ROAD AND ENTERS A LARGE WOODS ABOUT 1/2 MILE
 AW5732'S OF STATION.  STATION IS 35 FEET W OF TREE WITH OLD BLAZE,
 AW5732'30.7 FEET S OF ANOTHER TREE, AND 17.8 FEET SE OF LARGEST
 AW5732'TREE OF THE THREE, MARKED WITH A TRIANGULAR BLAZE.
 AW5732'
 AW5732'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW5732'DISKS SET IN CONCRETE.
 AW5732'
 AW5732'SURFACE MARK EXTENDS 6 INCHES ABOVE GROUND.
 AW5732'
 AW5732'REFERENCE MARK NO. 1 EXTENDS 8 INCHES ABOVE SURFACE, IS IN
 AW5732'SW CORNER OF INTERSECTION OF DIRT ROAD WITH SHELL ROAD 3.0
 AW5732'MILES S OF E OF HIGHWAY 125 AT FANNETT, IN EXTREME NE CORNER
 AW5732'OF THE PASTURE IN WHICH STATION IS LOCATED, ABOUT 250 FEET
 AW5732'NE OF A SHANTY, 164 FEET E OF FENCE POST MARKING NE CORNER
 AW5732'OF FRONT YARD, 44 FEET S OF CENTER LINE OF SHELL ROAD, 39
 AW5732'FEET W OF CENTER LINE OF DIRT ROAD, AND 0.7 MILE FROM STATION
 AW5732'N 09 DEG 06 MIN E.
 AW5732'
 AW5732'REFERENCE MARK NO. 2 IS ON W SIDE OF CENTER OF PASTURE, 0.7
 AW5732'MILE S OF SHELL ROAD, 36 FEET E OF DIRT ROAD, E OF HUMMOCK
 AW5732'ON WHICH STATION IS LOCATED, AND 192.12 FEET FROM STATION,
 AW5732'S 78 DEG 18 MIN E.
 AW5732'
 AW5732'STATION REACHED FROM HIGHWAY 125 AT FANNETT BY SHELL ROAD
 AW5732'LEADING E AND SE, S OF THE RAILWAY STATION, AT A FILLING
 AW5732'STATION, AND PAST THE BRICK SCHOOLHOUSE, 0.6 MILE TO A FORK
 AW5732'IN ROAD.  ALONG RIGHT-HAND FORK 2.4 MILES TO DIRT ROAD LEADING
 AW5732'S NEAR SHANTY, AND ALONG DIRT ROAD S 0.7 MILE TO STATION.
 AW5732
 AW5732                          STATION RECOVERY (1958)
 AW5732
 AW5732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CB)
 AW5732'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AW5732'FOR PROCEEDING TO STATION SITE ARE CORRECT.  IT IS COMPLETELY
 AW5732'SURROUNDED BY TREES AND BRUSH.
 AW5732
 AW5732                          STATION RECOVERY (2001)
 AW5732
 AW5732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5732'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5732
 AW5732                          STATION RECOVERY (2006)
 AW5732
 AW5732'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 AW5732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0331 ***********************************************************************
 BB0331  DESIGNATION -  BURRO
 BB0331  PID         -  BB0331
 BB0331  STATE/COUNTY-  TX/PRESIDIO
 BB0331  USGS QUAD   -  AGUA ADENTRO MOUNTAIN (1971)
 BB0331
 BB0331                         *CURRENT SURVEY CONTROL
 BB0331  ___________________________________________________________________
 BB0331* NAD 83(1993)-  29 28 15.99500(N)    104 05 32.49744(W)     ADJUSTED  
 BB0331* NAVD 88     -      1521.     (meters)    4990.     (feet)  SCALED    
 BB0331  ___________________________________________________________________
 BB0331  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 BB0331  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 BB0331
 BB0331  HORZ ORDER  -  FIRST
 BB0331
 BB0331.The horizontal coordinates were established by classical geodetic methods
 BB0331.and adjusted by the National Geodetic Survey in February 1996..
 BB0331
 BB0331.The orthometric height was scaled from a topographic map.
 BB0331
 BB0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0331
 BB0331.The geoid height was determined by GEOID03.
 BB0331
 BB0331;                    North         East     Units Scale Factor Converg.
 BB0331;SPC TXSC     - 4,192,259.296   106,294.838   MT  0.99986606   -2 29 41.3
 BB0331;SPC TXSC     -13,754,104.04    348,735.65   sFT  0.99986606   -2 29 41.3
 BB0331;UTM  13      - 3,260,525.321   588,002.108   MT  0.99969556   +0 26 47.7
 BB0331
 BB0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0331!SPC TXSC     -   0.99976459  x   0.99986606  =   0.99963068
 BB0331!UTM  13      -   0.99976459  x   0.99969556  =   0.99946022
 BB0331
 BB0331|---------------------------------------------------------------------|
 BB0331| PID    Reference Object                     Distance      Geod. Az  |
 BB0331|                                                           dddmmss.s |
 BB0331| CH8501 BURRO RM 1                            3.795 METERS 00518     |
 BB0331| BB0333 CONE SHAPED PEAK                    APPROX. 7.7 KM 1080519.1 |
 BB0331| CH8502 BURRO RM 2                            5.602 METERS 19812     |
 BB0331| BB0263 TORNEROS                            APPROX.13.5 KM 3015543.7 |
 BB0331|---------------------------------------------------------------------|
 BB0331
 BB0331                          SUPERSEDED SURVEY CONTROL
 BB0331
 BB0331  NAD 83(1986)-  29 28 15.98533(N)    104 05 32.49044(W) AD(       ) 1
 BB0331  NAD 27      -  29 28 15.30200(N)    104 05 30.77600(W) AD(       ) 1
 BB0331
 BB0331.Superseded values are not recommended for survey control.
 BB0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0331.See file dsdata.txt to determine how the superseded data were derived.
 BB0331
 BB0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN8800260525(NAD 83)
 BB0331_MARKER: DS = TRIANGULATION STATION DISK
 BB0331_SETTING: 66 = SET IN ROCK OUTCROP
 BB0331
 BB0331  HISTORY     - Date     Condition        Report By
 BB0331  HISTORY     - 1934     MONUMENTED       CGS
 BB0331  HISTORY     - 1958     GOOD             AMS
 BB0331
 BB0331                          STATION DESCRIPTION
 BB0331
 BB0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0331'ABOUT 6 MILES NORTHEAST OF REDFORD, 18 MILES EAST-SOUTHEAST
 BB0331'OF PRESIDIO AND 7 MILES NORTH OF THE RIO GRANDE.  IT IS ON
 BB0331'THE HIGHEST PEAK OF A LARGE BLACK ROCK MOUNTAIN JUST SOUTH
 BB0331'OF THE BOFECILLOS CANYON.  THIS MOUNTAIN IS THE HIGHEST ONE
 BB0331'IN THE IMMEDIATE VICINITY AND IS VERY PROMINENT.  THE HIGH
 BB0331'POINT ON WHICH THE STATION IS LOCATED IS ON THE SOUTHWEST
 BB0331'END OF A HIGH RIDGE THAT RUNS NORTHEAST AND SOUTHWEST.  THE
 BB0331'ROCK WHERE THE STATION IS LOCATED IS VERY ROUGH AND JAGGED.
 BB0331'
 BB0331'TO REACH STATION FROM BOGLES RANCH, GO THROUGH A GATE TO THE
 BB0331'WEST OF THE RANCH HOUSE AND TAKE RIGHT FORK (PRESIDIO ROAD)
 BB0331'GO 0.05 MILE TO A WIRE GATE, CONTINUE 0.6 MILE AND TAKE LEFT
 BB0331'FORK (WEST), GO 2.1 MILES AND TAKE RIGHT FORK (NORTHWEST),
 BB0331'GO 1.6 MILES AND TAKE LEFT FORK AT AN EARTH RESERVOIR, GO
 BB0331'2.2 MILES TO A GATE WITH LARGE IRON POSTS AND CONTINUE FOR
 BB0331'3.2 MILES.  JUST AFTER CROSSING CREEK BOTTOM AT THE FOOT OF
 BB0331'A MOUNTAIN, LEAVE ROAD, BEAR LEFT (SOUTH) AND DRIVE ABOUT 1/2
 BB0331'MILE ACROSS BRUSH-COVERED FLATS TO THE BASE OF MOUNTAIN.
 BB0331'END OF TRUCK TRAVEL.  FROM THIS POINT WORK WAY EAST AND
 BB0331'SOUTHEAST TO A SADDLE AT THE END OF HIGH RIDGE.  FROM THIS
 BB0331'SADDLE CONTINUE WEST (RIGHT) ALONG THE TOP OF RIDGE TO THE
 BB0331'HIGHEST POINT AT ITS SOUTHWEST END.  ABOUT 1-1/2 HOURS
 BB0331'TRIP WITH HEAVY PACK.
 BB0331'
 BB0331'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BB0331'OUTCROPPING BEDROCK.
 BB0331'
 BB0331'A 4-FOOT STAND WILL CLEAR ALL LINES.
 BB0331
 BB0331                          STATION RECOVERY (1958)
 BB0331
 BB0331'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BB0331'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BB0331'
 BB0331'THE STATION IS LOCATED ON THE HIGHEST POINT OF A NE-SW RIDGE.
 BB0331'10 FEET SE OF SHEER DROP TO THE NW.  6 FEET NW OF SHARP DROP TO THE
 BB0331'SE.  55 FEET NE OF SHEER DROP TO THE SW.  220 FEET SSW OF LARGE
 BB0331'SHARP BOULDER AT RIDGE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1495 ***********************************************************************
 AH1495  DESIGNATION -  BURRO WINDMILL
 AH1495  PID         -  AH1495
 AH1495  STATE/COUNTY-  TX/KLEBERG
 AH1495  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH1495
 AH1495                         *CURRENT SURVEY CONTROL
 AH1495  ___________________________________________________________________
 AH1495* NAD 83(1993)-  27 29 51.89218(N)    097 33 04.74294(W)     ADJUSTED  
 AH1495* NAVD 88     -                                                        
 AH1495  ___________________________________________________________________
 AH1495  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AH1495  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AH1495
 AH1495  HORZ ORDER  -  THIRD
 AH1495
 AH1495.The horizontal coordinates were established by classical geodetic methods
 AH1495.and adjusted by the National Geodetic Survey in February 1996..
 AH1495
 AH1495
 AH1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1495
 AH1495.The geoid height was determined by GEOID03.
 AH1495
 AH1495;                    North         East     Units Scale Factor Converg.
 AH1495;SPC TX S     - 5,203,223.290   393,736.019   MT  0.99993222   +0 25 50.6
 AH1495;SPC TX S     -17,070,908.41  1,291,782.26   sFT  0.99993222   +0 25 50.6
 AH1495;UTM  14      - 3,042,402.758   643,101.880   MT  0.99985278   +0 40 08.4
 AH1495
 AH1495                          SUPERSEDED SURVEY CONTROL
 AH1495
 AH1495  NAD 83(1986)-  27 29 51.90370(N)    097 33 04.71795(W) AD(       ) 4
 AH1495  NAD 27      -  27 29 50.76800(N)    097 33 03.73600(W) AD(       ) 3
 AH1495
 AH1495.Superseded values are not recommended for survey control.
 AH1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1495.See file dsdata.txt to determine how the superseded data were derived.
 AH1495
 AH1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4310242403(NAD 83)
 AH1495_MARKER: 66 = WINDMILL
 AH1495
 AH1495  HISTORY     - Date     Condition        Report By
 AH1495  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1495
 AH1495                          STATION DESCRIPTION
 AH1495
 AH1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1495'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 3.5 MILES SW OF
 AH1495'LAURELES, ABOUT 2-1/4 MILES SOUTH OF THE JUNCTION OF THE MAIN
 AH1495'ROAD FROM KINGSVILLE TO LAURELES WITH A SHELL ROAD LEADING
 AH1495'SOUTH TO NAVY LANDING FIELD NO. 15 (ABANDONED), ABOUT 800
 AH1495'FT. SOUTH OF A DRAW, ON THE EAST SIDE OF AN EARTHEN WATER
 AH1495'RESERVOIR, AND 3 FT. WEST OF A FENCE.
 AH1495'
 AH1495'STATION IS TOP CENTER OF WOODEN WINDMILL TOWER ABOUT 20 FT.
 AH1495'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1647 ***********************************************************************
 AE1647  DESIGNATION -  BURROS
 AE1647  PID         -  AE1647
 AE1647  STATE/COUNTY-  TX/STARR
 AE1647  USGS QUAD   -  LOPENO (1965)
 AE1647
 AE1647                         *CURRENT SURVEY CONTROL
 AE1647  ___________________________________________________________________
 AE1647* NAD 83(1993)-  26 37 44.68329(N)    099 03 01.69198(W)     ADJUSTED  
 AE1647* NAVD 88     -       167.6    (meters)     550.     (feet)  VERTCON   
 AE1647  ___________________________________________________________________
 AE1647  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AE1647  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 AE1647
 AE1647  HORZ ORDER  -  FIRST
 AE1647
 AE1647.The horizontal coordinates were established by classical geodetic methods
 AE1647.and adjusted by the National Geodetic Survey in February 1996..
 AE1647
 AE1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1647
 AE1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1647
 AE1647.The geoid height was determined by GEOID03.
 AE1647
 AE1647;                    North         East     Units Scale Factor Converg.
 AE1647;SPC TX S     - 5,106,747.182   245,189.835   MT  0.99991573   -0 14 59.7
 AE1647;SPC TX S     -16,754,386.38    804,426.98   sFT  0.99991573   -0 14 59.7
 AE1647;UTM  14      - 2,945,354.366   494,976.285   MT  0.99960031   -0 01 21.4
 AE1647
 AE1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1647!SPC TX S     -   0.99997733  x   0.99991573  =   0.99989306
 AE1647!UTM  14      -   0.99997733  x   0.99960031  =   0.99957765
 AE1647
 AE1647:                Primary Azimuth Mark                     Grid Az
 AE1647:SPC TX S     -  WINDMILL A                               248 23 17.9
 AE1647:UTM  14      -  WINDMILL A                               248 09 39.6
 AE1647
 AE1647|---------------------------------------------------------------------|
 AE1647| PID    Reference Object                     Distance      Geod. Az  |
 AE1647|                                                           dddmmss.s |
 AE1647| AE1650 WINDMILL A                          APPROX. 2.1 KM 2480818.2 |
 AE1647| CV2991 BURROS RM                            14.990 METERS 33244     |
 AE1647|---------------------------------------------------------------------|
 AE1647
 AE1647                          SUPERSEDED SURVEY CONTROL
 AE1647
 AE1647  NAD 83(1986)-  26 37 44.68653(N)    099 03 01.65337(W) AD(       ) 1
 AE1647  NAD 27      -  26 37 43.49500(N)    099 03 00.53600(W) AD(       ) 1
 AE1647  NGVD 29 (07/19/86)  167.6    (m)          550.     (f) VERT ANG       
 AE1647
 AE1647.Superseded values are not recommended for survey control.
 AE1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1647.See file dsdata.txt to determine how the superseded data were derived.
 AE1647
 AE1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ9497645354(NAD 83)
 AE1647_MARKER: DS = TRIANGULATION STATION DISK
 AE1647_SETTING: 0 = UNSPECIFIED SETTING
 AE1647
 AE1647  HISTORY     - Date     Condition        Report By
 AE1647  HISTORY     - 1917     MONUMENTED       CGS
 AE1647  HISTORY     - 1934     POOR             LOCSUR
 AE1647  HISTORY     - 1965     SEE DESCRIPTION  USGS
 AE1647
 AE1647                          STATION DESCRIPTION
 AE1647
 AE1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1647'STATION IS ON THE HIGHEST POINT OF THE RIDGE TO THE N OF THE
 AE1647'LOS BURROS RANCH, ABOUT 15 MILES N OF ROMA, AND 1 MILE SE
 AE1647'OF THE STARR-ZAPATA COUNTY LINE.
 AE1647'
 AE1647'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AE1647'
 AE1647'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1647'
 AE1647'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AE1647'14.99 METERS (49.18 FEET) FROM STATION N 27 DEG 16 MIN W.
 AE1647'
 AE1647'STATION IS BEST REACHED BY FOLLOWING THE ROMA-HEBRONVILLE
 AE1647'ROAD ABOUT 9-1/2 MILES FROM ROMA TO A POINT WHERE THE ROAD
 AE1647'FORKS.  FOLLOW THE LEFT ROAD, WHICH IS NEW AND STRAIGHT,
 AE1647'FOR ABOUT 4 MILES, TO A POINT WHERE IT IS CROSSED BY A ROAD
 AE1647'FROM THE SW.  CROSS THIS ROAD AND GO ABOUT 1/2 MILE TO THE
 AE1647'SHOULDER OF A HILL WHERE SEVERAL ROADS COME TOGETHER.  A ROCKY
 AE1647'KNOB IS JUST TO THE N.  LEAVE THE ROAD AND GO TO THE W OF THE
 AE1647'ROCKY KNOB AND FOLLOW THE RIDGE ABOUT 2 MILES TO THE STATION,
 AE1647'WHICH IS IN A FAIRLY OPEN SPOT.
 AE1647'
 AE1647'ELEVATION OF STATION, 167.6 METERS (550 FEET).
 AE1647
 AE1647                          STATION RECOVERY (1934)
 AE1647
 AE1647'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 AE1647'RECOVERED BY UNITED GAS PUBLIC SERVICE CO MAPPING DEPT.
 AE1647'
 AE1647'STATION BROKEN OFF FLUSH WITH THE GROUND AND REFERENCE MARK
 AE1647'FOUND IN PLACE.  NAME PLATE NOT RECOVERED.
 AE1647'
 AE1647'TO REACH THE STATION, LEAVE ROMA-ZAPATA HIGHWAY APPROXIMATELY
 AE1647'18 MILES N OF ROMA, THENCE THROUGH CASA VERDE CORRALS 7
 AE1647'MILES ALONG ROAD NE TO UNITED GAS SYSTEM PIPE LINE, THENCE
 AE1647'S ALONG PIPE LINE TO FIRST WIRE FENCE, THENCE SW ALONG THIS
 AE1647'FENCE 1,500 FEET, THENCE NW APPROXIMATELY 1,400 FEET TO STATION.
 AE1647
 AE1647                          STATION RECOVERY (1965)
 AE1647
 AE1647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1647'STATION WAS DESTROYED.  THERE HAS BEEN EXTENSIVE ROOT PLOWING
 AE1647'AT THE STATION SITE.  THE CONCRETE POST HAS BEEN DESTROYED
 AE1647'BY SUCH FARM EQUIPMENT.  THE DISK WAS NOT RECOVERED ALTHOUGH
 AE1647'THE PART OF CONCRETE CONTAINING THE IMPRESSION OF THE DISK WAS
 AE1647'LOCATED.  THE UNDERGROUND STATION MARK WAS LOCATED AMONG
 AE1647'THE BROKEN CONCRETE PIECES.  THE REFERENCE MARK WAS NOT
 AE1647'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1398 ***********************************************************************
 GL1398  DESIGNATION -  BURROW
 GL1398  PID         -  GL1398
 GL1398  STATE/COUNTY-  TX/DALLAM
 GL1398  USGS QUAD   -  BOLIN (1973)
 GL1398
 GL1398                         *CURRENT SURVEY CONTROL
 GL1398  ___________________________________________________________________
 GL1398* NAD 83(1993)-  36 10 28.72447(N)    102 40 17.23785(W)     ADJUSTED  
 GL1398* NAVD 88     -      1272.9    (meters)    4176.     (feet)  VERTCON   
 GL1398  ___________________________________________________________________
 GL1398  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 GL1398  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 GL1398
 GL1398  HORZ ORDER  -  FIRST
 GL1398
 GL1398.The horizontal coordinates were established by classical geodetic methods
 GL1398.and adjusted by the National Geodetic Survey in February 1996..
 GL1398
 GL1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1398
 GL1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1398
 GL1398.The geoid height was determined by GEOID03.
 GL1398
 GL1398;                    North         East     Units Scale Factor Converg.
 GL1398;SPC TX N     - 1,241,881.241    94,613.356   MT  0.99999798   -0 40 44.0
 GL1398;SPC TX N     - 4,074,405.37    310,410.65   sFT  0.99999798   -0 40 44.0
 GL1398;UTM  13      - 4,005,832.101   709,420.156   MT  1.00014041   +1 22 29.7
 GL1398
 GL1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1398!SPC TX N     -   0.99980406  x   0.99999798  =   0.99980204
 GL1398!UTM  13      -   0.99980406  x   1.00014041  =   0.99994444
 GL1398
 GL1398|---------------------------------------------------------------------|
 GL1398| PID    Reference Object                     Distance      Geod. Az  |
 GL1398|                                                           dddmmss.s |
 GL1398| CM8549 BURROW RM 1                          50.334 METERS 04825     |
 GL1398| CM8550 BURROW RM 2                          33.491 METERS 12426     |
 GL1398| CM8547 BURROW AZ MK                                       2430543.4 |
 GL1398| CM8548 BURROW AZ MK 2                                     2640020.2 |
 GL1398|---------------------------------------------------------------------|
 GL1398
 GL1398                          SUPERSEDED SURVEY CONTROL
 GL1398
 GL1398  NAD 83(1993)-  36 10 28.72408(N)    102 40 17.23847(W) AD(       ) 1
 GL1398  NAD 83(1993)-  36 10 28.73216(N)    102 40 17.23062(W) AD(       ) 1
 GL1398  NAD 83(1993)-  36 10 28.73439(N)    102 40 17.22960(W) AD(       ) 1
 GL1398  NAD 83(1986)-  36 10 28.73477(N)    102 40 17.22984(W) AD(       ) 1
 GL1398  NAD 27      -  36 10 28.62600(N)    102 40 15.52100(W) AD(       ) 1
 GL1398  NGVD 29 (07/19/86) 1272.3    (m)         4174.     (f) VERT ANG       
 GL1398
 GL1398.Superseded values are not recommended for survey control.
 GL1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1398.See file dsdata.txt to determine how the superseded data were derived.
 GL1398
 GL1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA0942005832(NAD 83)
 GL1398_MARKER: DS = TRIANGULATION STATION DISK
 GL1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1398
 GL1398  HISTORY     - Date     Condition        Report By
 GL1398  HISTORY     - 1934     MONUMENTED       CGS
 GL1398  HISTORY     - 1953     GOOD             CGS
 GL1398
 GL1398                          STATION DESCRIPTION
 GL1398
 GL1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1398'STATION IS 11 MILES AIR LINE NW OF DALHART, 2.5 MILES AIR
 GL1398'LINE ESE OF WARE AND 0.5 MILE NE OF U.S. HIGHWAY 385.  IT
 GL1398'IS LOCATED ON A SANDY HILL ON WHICH ARE THE RANCH BUILDINGS
 GL1398'OF J.A. BURROW.  STATION IS ON THE HIGHEST PART OF THE HILL,
 GL1398'150 YARDS NNW OF THE RANCH HOUSE, 40 FEET N OF A LOW HOG
 GL1398'SHED, 30 FEET N OF AN E-W HOG FENCE.  MARK PROJECTS 6 INCHES.
 GL1398'
 GL1398'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GL1398'BRONZE DISKS SET IN CONCRETE.
 GL1398'
 GL1398'REFERENCE MARK NO. 1 IS NE OF STATION, 1.5 FEET W OF A N-S HOG
 GL1398'FENCE AND PROJECTS 4 INCHES.
 GL1398'
 GL1398'REFERENCE MARK NO. 2 IS SE OF STATION, 2 FEET N OF AN E-W
 GL1398'FENCE, 12 FEET W OF FENCE CORNER AND PROJECTS 4 INCHES.
 GL1398'
 GL1398'AZIMUTH MARK IS SW OF STATION, 1 FOOT S OF N RIGHT-OF-WAY
 GL1398'FENCE, 50 FEET N OF CENTER LINE OF U.S. HIGHWAY 385 AND PROJECTS
 GL1398'4 INCHES.
 GL1398'
 GL1398'STATION IS REACHED FROM WARE BY DRIVING SE ON HIGHWAY 385 FOR
 GL1398'2.1 MILES FROM THE WARE GROCERY TO MAIL BOXES ON NE SIDE OF
 GL1398'HIGHWAY.  TURN N ON A FARM ROAD AND FOLLOW MAIN-TRAVELED
 GL1398'ROAD 0.8 MILE TO RANCH BUILDINGS OF J.A. BURROW AND STATION.
 GL1398'
 GL1398'A 35-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 GL1398
 GL1398                          STATION RECOVERY (1953)
 GL1398
 GL1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1398'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO
 GL1398'BE IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE FOUND
 GL1398'AND IS CONSIDERED DESTROYED.  A NEW AZIMUTH MARK HAS BEEN
 GL1398'ESTABLISHED AND IS DESCRIBED BELOW.  A COMPLETE DESCRIPTION
 GL1398'FOLLOWS--
 GL1398'
 GL1398'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SANDY HILL
 GL1398'NEAR THE RANCH BUILDINGS OF J.A. BURROW, ABOUT 2-1/2 MILES
 GL1398'AIRLINE EAST-SOUTHEAST OF WARE, ABOUT 1/2 MILE NORTHEAST OF
 GL1398'U.S. HIGHWAY 87, AND ABOUT 11 MILES AIRLINE NORTHWEST OF DALHART.
 GL1398'
 GL1398'TO REACH THE STATION FROM THE POST OFFICE IN DALHART GO NORTH
 GL1398'ON U.S. HIGHWAY 54 FOR 0.15 MILE TO A CROSS ROAD.  TURN LEFT
 GL1398'ONTO U.S. HIGHWAY 87 AS PER SIGN, TEXLINE AND GO NORTHEAST
 GL1398'11.6 MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN, J.A. BURROW.
 GL1398'TURN RIGHT ONTO A GRADED ROAD AND GO NORTH 0.4 MILE TO A
 GL1398'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.6 MILE TO SOME
 GL1398'RANCH BUILDINGS AND THE STATION.
 GL1398'
 GL1398'THE STATION MARK IS A STANDARD DISK STAMPED, BURROW 1934
 GL1398'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 GL1398'3 INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTH OF A FENCE
 GL1398'LINE, 29 FEET WEST OF A FENCE CORNER AND ABOUT 150 YARDS
 GL1398'NORTHEAST OF THE RANCH HOUSE.
 GL1398'
 GL1398'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, BURROW
 GL1398'NO 1 1934 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 GL1398'THAT IS 10 INCHES BELOW THE GROUND.  IT IS 57 FEET EAST
 GL1398'OF A FENCE LINE AND 4 FEET LOWER THAN THE STATION.
 GL1398'
 GL1398'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, BURROW
 GL1398'NO 2 1934 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 GL1398'THAT PROJECTS 1, INCHES ABOVE THE GROUND.  IT IS 36 FEET
 GL1398'EAST OF A FENCE LINE AND 4 FEET LOWER THAN THE STATION.
 GL1398'
 GL1398'THE AZIMUTH MARK IS LOCATED ON THE NORTHEAST SIDE OF U.S.
 GL1398'HIGHWAY 87 AND IS A STANDARD DISK STAMPED, BURROW 1934 1953
 GL1398'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GL1398'1 INCH ABOVE THE GROUND.  IT IS 1 FOOT SOUTHWEST OF A FENCE
 GL1398'LINE, 49 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GL1398'AND 80 FEET WEST OF A TRIANGULAR BLAZED POWERLINE POLE.
 GL1398'TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD AT THE SIGN, J.A.
 GL1398'BURROW MENTIONED ABOVE, GO NORTHWEST ON U.S. HIGHWAY 87 FOR
 GL1398'0.7 MILE TO A TRIANGULAR BLAZED POWERLINE POLE AND THE
 GL1398'AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0609 ***********************************************************************
 EO0609  DESIGNATION -  BURRUS
 EO0609  PID         -  EO0609
 EO0609  STATE/COUNTY-  TX/LAMB
 EO0609  USGS QUAD   -  OLTON (1981)
 EO0609
 EO0609                         *CURRENT SURVEY CONTROL
 EO0609  ___________________________________________________________________
 EO0609* NAD 83(1993)-  34 08 40.49165(N)    102 10 33.28315(W)     ADJUSTED  
 EO0609* NAVD 88     -      1109.5    (meters)    3640.     (feet)  VERTCON   
 EO0609  ___________________________________________________________________
 EO0609  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 EO0609  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 EO0609
 EO0609  HORZ ORDER  -  SECOND
 EO0609
 EO0609.The horizontal coordinates were established by classical geodetic methods
 EO0609.and adjusted by the National Geodetic Survey in February 1996..
 EO0609
 EO0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0609
 EO0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0609
 EO0609.The geoid height was determined by GEOID03.
 EO0609
 EO0609;                    North         East     Units Scale Factor Converg.
 EO0609;SPC TXNC     - 2,280,725.962   261,028.802   MT  1.00005448   -2 00 17.4
 EO0609;SPC TXNC     - 7,482,681.76    856,391.99   sFT  1.00005448   -2 00 17.4
 EO0609;UTM  13      - 3,781,790.740   760,395.038   MT  1.00043592   +1 35 09.6
 EO0609
 EO0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0609!SPC TXNC     -   0.99982982  x   1.00005448  =   0.99988429
 EO0609!UTM  13      -   0.99982982  x   1.00043592  =   1.00026567
 EO0609
 EO0609:                Primary Azimuth Mark                     Grid Az
 EO0609:SPC TXNC     -  OLTON MUNICIPAL TANK                     043 05 46.1
 EO0609:UTM  13      -  OLTON MUNICIPAL TANK                     039 30 19.1
 EO0609
 EO0609|---------------------------------------------------------------------|
 EO0609| PID    Reference Object                     Distance      Geod. Az  |
 EO0609|                                                           dddmmss.s |
 EO0609| EO0610 OLTON MUNICIPAL TANK                APPROX. 5.6 KM 0410528.7 |
 EO0609| CJ6775 BURRUS RM 1                          29.076 METERS 04214     |
 EO0609| CJ6774 BURRUS AZ MK                                       2711017.2 |
 EO0609| CJ6777 BURRUS RM 3 AZIMUTH                                2711939.0 |
 EO0609| EO0615 ROBERSON                            APPROX.17.4 KM 2764613.9 |
 EO0609| CJ6776 BURRUS RM 2                          34.125 METERS 30937     |
 EO0609| EO0612 CIRCLE RM 1                         APPROX. 5.8 KM 3264144.6 |
 EO0609|---------------------------------------------------------------------|
 EO0609
 EO0609                          SUPERSEDED SURVEY CONTROL
 EO0609
 EO0609  NAD 83(1986)-  34 08 40.49834(N)    102 10 33.27714(W) AD(       ) 2
 EO0609  NAD 27      -  34 08 40.18000(N)    102 10 31.63400(W) AD(       ) 2
 EO0609  NGVD 29 (07/28/98) 1109.0    (m)         3638.     (f) VERT ANG       
 EO0609
 EO0609.Superseded values are not recommended for survey control.
 EO0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0609.See file dsdata.txt to determine how the superseded data were derived.
 EO0609
 EO0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT6039581791(NAD 83)
 EO0609_MARKER: DS = TRIANGULATION STATION DISK
 EO0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0609
 EO0609  HISTORY     - Date     Condition        Report By
 EO0609  HISTORY     - 1935     MONUMENTED       CGS
 EO0609  HISTORY     - 1938     GOOD             TXHD
 EO0609  HISTORY     - 1949     GOOD             CGS
 EO0609  HISTORY     - 1959     GOOD             CGS
 EO0609  HISTORY     - 1975     GOOD             NGS
 EO0609
 EO0609                          STATION DESCRIPTION
 EO0609
 EO0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0609'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34102-2, STATION 1002.
 EO0609
 EO0609                          STATION RECOVERY (1938)
 EO0609
 EO0609'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0609'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 EO0609'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 EO0609
 EO0609                          STATION RECOVERY (1949)
 EO0609
 EO0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 EO0609'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 EO0609'ORIGINAL DESCRIPTION SATISFACTORY.
 EO0609
 EO0609                          STATION RECOVERY (1959)
 EO0609
 EO0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 EO0609'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 EO0609'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 EO0609'STATION SITE ARE CORRECT.
 EO0609
 EO0609                          STATION RECOVERY (1975)
 EO0609
 EO0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0609'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 EO0609'AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  THE ANGLE BETWEEN
 EO0609'REFERENCE MARKS CHECKED.  A DIFFERENCE OF 10.0 FEET LONGER IS
 EO0609'NOTED IN THE DISTANCE TO REFERENCE MARK 2 AND A DIFFERENCE OF
 EO0609'0.03 FEET OR 0.008 METER LONGER IS NOTED IN THE DISTANCE TO
 EO0609'REFERENCE MARK 1, THE SIDE-ANGLE-SIDE COMPUTATION CHECKED THE
 EO0609'DISTANCE BETWEEN REFERENCE MARKS.  A REFERENCE MARK 3 WAS
 EO0609'ESTABLISHED FOR THE AZIMUTH MARK.  A COMPLETE DESCRIPTION
 EO0609'FOLLOWS.
 EO0609'
 EO0609'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF OLTON, 10 MILES
 EO0609'SOUTHEAST OF SPRING LAKE AND IS ON PROPERTY OF MRS. BURNICE
 EO0609'BURRUS, 1500 WEST 24TH STREET, PLAINVIEW.  (TELEPHONE
 EO0609'806-293-1693).
 EO0609'
 EO0609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 EO0609'FARM ROAD 168 SOUTH, IN OLTON, GO SOUTH ON FARM ROAD 168 FOR 2.9
 EO0609'MILES TO A GRADED CROSSROAD.  TURN RIGHT AND GO WEST ON A GRADED
 EO0609'ROAD FOR 2.05 MILES TO THE TOP OF A HILL AND THE STATION ON
 EO0609'THE LEFT.  TO REACH REFERENCE MARK 3, USED AS THE AZIMUTH MARK,
 EO0609'CONTINUE WEST ON THE GRADED ROAD FOR 0.25 MILE TO A GRADED
 EO0609'CROSSROAD AND THE MARK ON THE LEFT.
 EO0609'
 EO0609'STATION MARK IS A STANDARD DISK, STAMPED BURRUS 1935, SET IN THE
 EO0609'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 EO0609'ABOVE THE GROUND.  IT IS 50.0 FEET SOUTH OF THE CENTER OF THE
 EO0609'GRADED ROAD, 37.5 FEET SOUTH OF A TELEPHONE LINE POLE AND 29
 EO0609'FEET SOUTH OF A FENCE.
 EO0609'
 EO0609'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURRUS NO 1 1935,
 EO0609'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 EO0609'1 INCH BELOW THE GROUND.  IT IS 76.0 FEET NORTHEAST OF A TELEPHONE
 EO0609'LINE POLE, 21.0 FEET NORTH OF THE CENTER OF A GRADED ROAD,
 EO0609'2.0 FEET NORTH OF A FENCE AND ABOUT THE SAME ELEVATION AS THE
 EO0609'STATION.
 EO0609'
 EO0609'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURRUS NO 11 1935,
 EO0609'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EO0609'PROJECTS 8-INCHES ABOVE THE GROUND.  IT IS 92.0 FEET NORTHWEST
 EO0609'OF A TELEPHONE LINE POLE, 19.5 FEET NORTH OF THE CENTER OF THE
 EO0609'GRADED ROAD, 2.0 FEET NORTH OF THE FENCE AND IS ABOUT 1 FOOT
 EO0609'LOWER THAN THE STATION.
 EO0609'
 EO0609'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BURRUS NO 3 1935
 EO0609'1975 AZ, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EO0609'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 28.0
 EO0609'FEET EAST OF A NORTH-SOUTH ROAD, 24.0 FEET SOUTH OF A EAST-WEST
 EO0609'ROAD AND 1.4 FEET SOUTH OF A TELEPHONE LINE POLE.
 EO0609'
 EO0609'HEIGHT OF LIGHT ABOVE STATION MARK 72.6 FEET.
 EO0609'
 EO0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 EO0609'SOUTHWEST OF OLTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0775 ***********************************************************************
 DO0775  DESIGNATION -  BUSH
 DO0775  PID         -  DO0775
 DO0775  STATE/COUNTY-  TX/THROCKMORTON
 DO0775  USGS QUAD   -  PROFFITT CROSSING (1981)
 DO0775
 DO0775                         *CURRENT SURVEY CONTROL
 DO0775  ___________________________________________________________________
 DO0775* NAD 83(1993)-  33 11 01.95488(N)    098 59 41.20169(W)     ADJUSTED  
 DO0775* NAVD 88     -       375.5    (meters)    1232.     (feet)  VERTCON   
 DO0775  ___________________________________________________________________
 DO0775  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DO0775  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DO0775
 DO0775  HORZ ORDER  -  FIRST
 DO0775
 DO0775.The horizontal coordinates were established by classical geodetic methods
 DO0775.and adjusted by the National Geodetic Survey in February 1996..
 DO0775
 DO0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0775
 DO0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0775
 DO0775.The geoid height was determined by GEOID03.
 DO0775
 DO0775;                    North         East     Units Scale Factor Converg.
 DO0775;SPC TXNC     - 2,168,351.971   553,863.458   MT  0.99987528   -0 16 11.5
 DO0775;SPC TXNC     - 7,114,001.42  1,817,133.70   sFT  0.99987528   -0 16 11.5
 DO0775;UTM  14      - 3,671,671.807   500,486.780   MT  0.99960000   +0 00 10.3
 DO0775
 DO0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0775!SPC TXNC     -   0.99994560  x   0.99987528  =   0.99982089
 DO0775!UTM  14      -   0.99994560  x   0.99960000  =   0.99954562
 DO0775
 DO0775|---------------------------------------------------------------------|
 DO0775| PID    Reference Object                     Distance      Geod. Az  |
 DO0775|                                                           dddmmss.s |
 DO0775| CX7702 BUSH RM 1                            26.790 METERS 18153     |
 DO0775| AI0429 BUSH RM 3                                          2691907.1 |
 DO0775| CX7703 BUSH RM 2                            36.948 METERS 27632     |
 DO0775|---------------------------------------------------------------------|
 DO0775
 DO0775                          SUPERSEDED SURVEY CONTROL
 DO0775
 DO0775  NAD 83(1993)-  33 11 01.95706(N)    098 59 41.20058(W) AD(       ) 1
 DO0775  NAD 83(1986)-  33 11 01.96152(N)    098 59 41.19047(W) AD(       ) 1
 DO0775  NAD 27      -  33 11 01.58079(N)    098 59 39.93683(W) AD(       ) 1
 DO0775  NGVD 29 (07/19/86)  375.4    (m)         1232.     (f) VERT ANG       
 DO0775
 DO0775.Superseded values are not recommended for survey control.
 DO0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0775.See file dsdata.txt to determine how the superseded data were derived.
 DO0775
 DO0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB0048771672(NAD 83)
 DO0775_MARKER: DS = TRIANGULATION STATION DISK
 DO0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0775
 DO0775  HISTORY     - Date     Condition        Report By
 DO0775  HISTORY     - 1975     MONUMENTED       NGS
 DO0775  HISTORY     - 1981     GOOD             NGS
 DO0775
 DO0775                          STATION DESCRIPTION
 DO0775
 DO0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0775'THE STATION IS LOCATED ABOUT 18 MILES SOUTHWEST OF OLNEY, 15 MILES
 DO0775'WEST OF NEW CASTLE, 10 MILES EAST OF THROCKMORTON AND ON THE NORTH
 DO0775'SIDE OF HIGHWAY, THAT IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 380.
 DO0775'
 DO0775'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 183, 283 AND 380 AT
 DO0775'THE SOUTHEAST CORNER OF THE SQUARE IN THROCKMORTON, GO EAST ON
 DO0775'HIGHWAY 380 FOR 4.2 MILES TO A REST AREA ON EACH SIDE OF THE
 DO0775'HIGHWAY.  CONTINUE EAST ON HIGHWAY FOR 3.5 MILES TO JUNCTION OF
 DO0775'FARM ROAD 1711 ON THE LEFT.  CONTINUE EAST ON HIGHWAY FOR 2.1
 DO0775'MILES TO REFERENCE MARK 3 ON THE RIGHT, SOUTH SIDE OF HIGHWAY.
 DO0775'CONTINUE EAST ON HIGHWAY FOR 0.6 MILE TO THE STATION ON THE LEFT,
 DO0775'NORTH SIDE OF HIGHWAY.  AS DESCRIBED.
 DO0775'
 DO0775'STATION MARKS ARE STANDARD DISKS STAMPED BUSH 1974.  THE SURFACE
 DO0775'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0775'THAT IS SET 8 INCHES BELOW THE GROUND SURFACE.  IT IS 95 FEET EAST
 DO0775'OF THE CENTER OF CATTLE GUARD, 43.5 FEET NORTH OF THE CENTERLINE
 DO0775'OF U.S. HIGHWAY 380 AND 11.5 FEET SOUTH OF METAL WITNESS POST WITH
 DO0775'SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 DO0775'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND
 DO0775'SURFACE.
 DO0775'
 DO0775'REFERENCE MARK 1, A STANDARD DISK STAMPED BUSH NO 1 1974, IS SET
 DO0775'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 DO0775'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 49 FEET SOUTH OF THE
 DO0775'CENTERLINE OF U.S. HIGHWAY 380, 17.5 FEET WEST OF TELEPHONE AND 2
 DO0775'FEET NORTH OF FENCE LINE.
 DO0775'
 DO0775'REFERENCE MARK 2, A STANDARD DISK STAMPED BUSH NO 2 1974, IS SET
 DO0775'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 DO0775'FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET NORTH OF THE
 DO0775'CENTERLINE OF U.S. HIGHWAY 380, 29 FEET SOUTHWEST OF THE CENTER OF
 DO0775'CATTLE GUARD AND 2 FEET EAST OF A 5 INCH STEEL FENCE POST.
 DO0775'
 DO0775'REFERENCE MARK 3, A STANDARD DISK STAMPED BUSH NO 3 1974, IS SET
 DO0775'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 DO0775'FLUSH WITH THE GROUND SURFACE.  IT IS 59 FEET WEST OF TELEPHONE
 DO0775'POLE 8-20, 56 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 380, 4
 DO0775'FEET NORTHEAST OF METAL WITNESS POST WITH SIGN ATTACHED AND 3
 DO0775'FEET NORTH OF FENCE LINE.
 DO0775'
 DO0775'HEIGHT OF LIGHT ABOVE STATION MARK 18.6 METERS.
 DO0775
 DO0775                          STATION RECOVERY (1981)
 DO0775
 DO0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DO0775'THE STATION WAS RECOVERED AS DESCRIBED IN 1975.  AN EDM MEASUREMENT
 DO0775'WAS TAKEN TO BUSH RM 3.
 DO0775'
 DO0775'THE STATION IS LOCATED ABOUT 28.0 KM (18.0 MI) SOUTHWEST OF OLNEY, 24
 DO0775'KM (15.0 MI) WEST OF NEWCASTLE, 16.0 KM (10.0 MI) EAST OF
 DO0775'THROCKMORTON AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 380.
 DO0775'
 DO0775'TO REACH THE STATION FROM THE COURTHOUSE IN THROCKMORTON, GO EAST ON
 DO0775'U.S. HIGHWAY 380 FOR 3.36 KM (2.1 MI) TO FARM ROAD 1711 ON THE LEFT.
 DO0775'CONTINUE EAST ON 380 FOR 3.36 KM (2.1 MI) TO REFERENCE MARK 3 ON THE
 DO0775'RIGHT.  CONTINUE EAST ON 380 FOR 0.96 KM (0.6 MI) TO THE STATION ON
 DO0775'THE LEFT AS DESCRIBED.
 DO0775'
 DO0775'STATION IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 DO0775'MONUMENT 30 CENTIMETERS BELOW GROUND STAMPED---BUSH 1974---.  IT IS
 DO0775'28.96 METERS EAST OF A CATTLE GAP, 13.26 METERS NORTH OF THE
 DO0775'CENTERLINE OF THE HIGHWAY AND 3.51 METERS SOUTH OF A METAL WITNESS
 DO0775'POST IN A FENCE LINE.
 DO0775'
 DO0775'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BUSH NO 1 1974---SET IN
 DO0775'TOP OF A ROUND CONCRETE MONUMENT FLUSH THE GROUND.  IT IS SOUTHWEST
 DO0775'OF THE CENTER OF A CATTLE GAP, 0.61 METER EAST OF A 5-INCH STEEL
 DO0775'FENCE POST WHICH IS A CORNER POST AND IN A CLEARED AREA WHERE WEEDS
 DO0775'ARE KEPT CUT.
 DO0775'
 DO0775'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BUSH NO 3 1974---SET IN
 DO0775'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 DO0775'17.98 METERS WEST OF A TELEPHONE POLE, 17.07 METERS SOUTH OF THE
 DO0775'CENTERLINE OF THE HIGHWAY, 1.22 METERS NORTHEAST OF A METAL WITNESS
 DO0775'POST AND 0.91 METER NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0883 ***********************************************************************
 EN0883  DESIGNATION -  BUSH
 EN0883  PID         -  EN0883
 EN0883  STATE/COUNTY-  TX/SWISHER
 EN0883  USGS QUAD   -  KRESS WEST (1965)
 EN0883
 EN0883                         *CURRENT SURVEY CONTROL
 EN0883  ___________________________________________________________________
 EN0883* NAD 83(1993)-  34 22 22.48169(N)    101 50 30.92368(W)     ADJUSTED  
 EN0883* NAVD 88     -      1077.5    (meters)    3535.     (feet)  VERTCON   
 EN0883  ___________________________________________________________________
 EN0883  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 EN0883  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 EN0883
 EN0883  HORZ ORDER  -  FIRST
 EN0883
 EN0883.The horizontal coordinates were established by classical geodetic methods
 EN0883.and adjusted by the National Geodetic Survey in February 1996..
 EN0883
 EN0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0883
 EN0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0883
 EN0883.The geoid height was determined by GEOID03.
 EN0883
 EN0883;                    North         East     Units Scale Factor Converg.
 EN0883;SPC TX N     - 1,041,425.738   168,547.880   MT  1.00007574   -0 11 53.4
 EN0883;SPC TX N     - 3,416,744.28    552,977.50   sFT  1.00007574   -0 11 53.4
 EN0883;SPC TXNC     - 2,305,014.876   292,622.054   MT  1.00013866   -1 49 21.6
 EN0883;SPC TXNC     - 7,562,369.64    960,044.19   sFT  1.00013866   -1 49 21.6
 EN0883;UTM  14      - 3,807,165.834   238,667.794   MT  1.00044190   -1 36 19.4
 EN0883
 EN0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0883!SPC TX N     -   0.99983497  x   1.00007574  =   0.99991070
 EN0883!SPC TXNC     -   0.99983497  x   1.00013866  =   0.99997361
 EN0883!UTM  14      -   0.99983497  x   1.00044190  =   1.00027680
 EN0883
 EN0883|---------------------------------------------------------------------|
 EN0883| PID    Reference Object                     Distance      Geod. Az  |
 EN0883|                                                           dddmmss.s |
 EN0883| EN0884 OWENSVILLE IRRIGATION WELL          106.040 METERS 00251     |
 EN0883| CJ9137 TULIA GR ELEV S SIDE WINDOW                        0181812.5 |
 EN0883| EN0903 TULIA MUNICIPAL TANK                APPROX.19.7 KM 0210031.8 |
 EN0883| EN0901 TULIA SWISHER CO CTHSE CUPOLA       APPROX.19.5 KM 0213352.0 |
 EN0883| CJ6778 BUSH AZ MK                                         0895423.5 |
 EN0883| CJ6779 BUSH RM 1 AZIMUTH                                  09027     |
 EN0883| EN0882 KRESS WHITE CHURCH STEEPLE          APPROX. 8.3 KM 0944616.6 |
 EN0883| EN0847 KRESS MUNICIPAL TANK                APPROX. 8.5 KM 0952530.9 |
 EN0883| EN0862 PLAINVIEW PRODUCERS CO ELEV         APPROX.19.5 KM 1400155.4 |
 EN0883| CJ6780 BUSH RM 2                            27.300 METERS 21954     |
 EN0883| CJ6781 BUSH RM 3                            19.380 METERS 27232     |
 EN0883| CJ6782 BUSH RM 4                            21.689 METERS 34654     |
 EN0883|---------------------------------------------------------------------|
 EN0883
 EN0883                          SUPERSEDED SURVEY CONTROL
 EN0883
 EN0883  NAD 83(1986)-  34 22 22.48803(N)    101 50 30.91814(W) AD(       ) 1
 EN0883  NAD 27      -  34 22 22.25800(N)    101 50 29.26000(W) AD(       ) 1
 EN0883  NGVD 29 (07/19/86) 1077.1    (m)         3534.     (f) VERT ANG       
 EN0883
 EN0883.Superseded values are not recommended for survey control.
 EN0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0883.See file dsdata.txt to determine how the superseded data were derived.
 EN0883
 EN0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3866807166(NAD 83)
 EN0883_MARKER: DS = TRIANGULATION STATION DISK
 EN0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0883
 EN0883  HISTORY     - Date     Condition        Report By
 EN0883  HISTORY     - 1932     MONUMENTED       CGS
 EN0883  HISTORY     - 1965     MARK NOT FOUND   USGS
 EN0883  HISTORY     - 1966     MARK NOT FOUND   CGS
 EN0883  HISTORY     - 1966     MARK NOT FOUND   CGS
 EN0883  HISTORY     - 1971     SEE DESCRIPTION  NGS
 EN0883
 EN0883                          STATION DESCRIPTION
 EN0883
 EN0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 EN0883'ABOUT 11-1/2 MILES S AND 4 MILES W OF TULIA, 5-1/4 MILES W
 EN0883'AND 1/4 MILE N OF KRESS, N OF ROAD, IN SW CORNER OF SMALL
 EN0883'PASTURE OWNED BY MR. J.A. BUSH, ABOUT 0.3 MILE W OF HIS HOUSE,
 EN0883'2.60 METERS (8.5 FEET) N OF FENCE ON N OF ROAD, AND 4.50
 EN0883'METERS (14.8 FEET) E OF A N-S FENCE.  TO REACH STATION FROM
 EN0883'KRESS GO W ON ROAD TO HART FROM TEXACO FILLING STATION AT N
 EN0883'SIDE OF TOWN FOR 3.5 MILES, JOG N 0.2 MILE, THENCE W 1.7 MILES
 EN0883'TO STATION.
 EN0883'
 EN0883'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 EN0883'SET IN CONCRETE.
 EN0883'
 EN0883'REFERENCE MARK NO. 1 IS N OF FENCE ON N SIDE OF ROAD, ABOUT
 EN0883'37 YARDS SW OF SW CORNER OF MR. BUSHS HOUSE, AND 0.27 MILE
 EN0883'(BY SPEEDOMETER) FROM STATION, IN AZIMUTH 270 DEG 27 MIN 01 SEC.
 EN0883'
 EN0883'REFERENCE MARK NO. 2 IS S OF THE ROAD, IN A FENCE CORNER, AND
 EN0883'27.30 METERS (89.6 FEET) FROM STATION, S 39 DEG 54 MIN W.
 EN0883'
 EN0883'OTHER BEARINGS FROM STATION ARE--TULIA, S SIDE OF CONCRETE
 EN0883'ELEVATOR, TOP WINDOW, N 18 DEG 18 MIN E.  KRESS, WHITE
 EN0883'CHURCH STEEPLE, S 85 DEG 14 MIN E.
 EN0883
 EN0883                          STATION RECOVERY (1965)
 EN0883
 EN0883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0883'STATION SURFACE MARK AND REFERENCE MARKS WERE NOT RECOVERED.
 EN0883'THEY WERE PROBABLY DESTROYED DURING ROAD CONSTRUCTION.
 EN0883'UNDERGROUND MARK WAS NOT SEARCHED FOR.
 EN0883
 EN0883                          STATION RECOVERY (1966)
 EN0883
 EN0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 EN0883'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE SEARCHED
 EN0883'FOR BUT NOT FOUND.  IT IS BELIEVED THE REFERENCE MARKS MAY
 EN0883'HAVE BEEN PULLED OUT OF THE GROUND AS THE SITES AT BOTH MARKS
 EN0883'IS NOW IN CULTIVATION.  THERE IS A BARN LOT AT THE SITE OF
 EN0883'STATION.  (THE STATION SITE WAS DETERMINED BY SPEEDOMETER
 EN0883'FROM THE MILEAGE AS MENTIONED IN THE ORIGINAL DESCRIPTION.)
 EN0883'CONSIDERABLE PROBING WAS DONE IN SEARCH FOR STATION MARK.  IT
 EN0883'IS BELIEVED THE UNDER GROUND STATION MARK MAY STILL BE IN
 EN0883'PLACE.
 EN0883'
 EN0883'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 EN0883'NORTH OF KRESS.
 EN0883
 EN0883                          STATION RECOVERY (1966)
 EN0883
 EN0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LFS)
 EN0883'STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE SEARCHED FOR BUT NOT
 EN0883'RECOVERED.  CONSIDERABLE PROBING WAS DONE IN SEARCH OF THESE MARKS
 EN0883'BUT THE SITE IS NOW IN CULTIVATION AND IT APPEARS THE SURFACE MARK
 EN0883'AND BOTH REFERENCE MARKS HAVE BEEN DESTROYED BY FARM OPERATIONS.
 EN0883'IT IS POSSIBLE THAT THE UNDERGROUND STATION MARK WAS NOT
 EN0883'DISTURBED.
 EN0883'
 EN0883'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI. NORTH OF
 EN0883'KRESS.
 EN0883
 EN0883                          STATION RECOVERY (1971)
 EN0883
 EN0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EN0883'THE SURFACE STATION MARK, AND REFERENCE MARK NO. 1 (AZIMUTH MARK)
 EN0883'HAVE BEEN DESTROYED.  REFERENCE MARK NO. 2 WAS NOT FOUND AND IS
 EN0883'BELIEVED DESTROYED AS THE AREA IS UNDER CULTIVATION.  THE SURFACE
 EN0883'STATION MARK AND REFERENCE MARK NO. 1 WERE REMOVED BY THE PROPERTY
 EN0883'OWNER, THE STATION MARK WAS IN THE CENTER OF A FIELD ROAD HE HAD
 EN0883'MADE, AND THE REFERENCE MARK WAS IN THE CENTER OF A NEW DRIVEWAY
 EN0883'AT HIS HOUSE.  THE UNDERGROUND STATION MARK WAS FOUND AND APPEARED
 EN0883'TO BE IN GOOD CONDITION, IT WAS IN THE CENTER OF THE FIELD ROAD
 EN0883'AND 10-INCHES BELOW GROUND SURFACE.  THE SURFACE STATION
 EN0883'MONUMENT WAS FOUND AND THE DISK REMOVED AT THIS TIME, THE
 EN0883'PROPERTY OWNER COULD NOT RECALL WHERE THE R.M. 1 MONUMENT HAD
 EN0883'BEEN MOVED TO.  THE UNDERGROUND STATION MARK WAS LOWERED
 EN0883'AND A NEW SURFACE STATION MARK WAS SET 10-INCHES BELOW GROUND
 EN0883'SURFACE, REFERENCE MARKS NO. 3 AND NO. 4, AND AN AZIMUTH MARK
 EN0883'WERE SET.
 EN0883'
 EN0883'A NEW DESCRIPTION FOLLOWS--
 EN0883'
 EN0883'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF TULIA AND 5.4
 EN0883'MILES WEST OF KRESS, ON THE NORTH RIGHT-OF-WAY OF FARM ROAD 145, AT
 EN0883'THE ENTRANCE OF A FIELD ROAD INTO PROPERTY OF MR. O.V. WILSON.
 EN0883'
 EN0883'THE STATION MARK IS A STANDARD DISK STAMPED BUSH 1932 1971, SET IN
 EN0883'A ROUND CONCRETE MONUMENT 10-INCHES BELOW GROUND SURFACE.  IT IS
 EN0883'37.5 FEET NORTH OF THE CENTER OF FARM ROAD 145, 15.5 FEET EAST OF
 EN0883'A FENCE CORNER, 15.3 FEET EAST OF THE PROJECTED LINE OF THE
 EN0883'NORTH-SOUTH FENCE LINE, IN THE CENTER OF THE FIELD ROAD ENTRANCE,
 EN0883'AND 1.5 FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE.
 EN0883'
 EN0883'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BUSH 1932 NO 3
 EN0883'1971, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT
 EN0883'IS 48 FEET WEST OF THE FENCE CORNER, 40 FEET NORTH OF THE CENTER
 EN0883'OF FARM ROAD 145, 1.5 FEET EAST OF A METAL WITNESS POST, AND 0.5
 EN0883'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE.
 EN0883'
 EN0883'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BUSH 1932 NO 4 1971,
 EN0883'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS
 EN0883'DIRECTLY UNDERNEATH THE NORTH-SOUTH FENCE LINE WHICH RUNS BETWEEN
 EN0883'THE PROPERTY OF MR. O.V. WILSON ON THE EAST AND MR. R.A. VINEYARD
 EN0883'ON THE WEST.  IT IS 107 FEET NORTH OF THE CENTER OF FARM ROAD
 EN0883'145, 66 FEET NORTH OF THE FENCE CORNER, 1.5 FEET SOUTH OF A METAL
 EN0883'WITNESS POST, AND AT THE WEST EDGE OF THE FIELD ROAD.
 EN0883'
 EN0883'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUSH 1932 1971, SET IN
 EN0883'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND IN THE LAWN AT
 EN0883'MR. WILSONS HOME.  IT IS 115 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 EN0883'CORNER OF THE GARAGE ATTACHED TO THE HOUSE, 102 FEET WEST OF THE
 EN0883'WELDED CHAIN MAILBOX POST, 57 FEET WEST OF CENTER OF DRIVEWAY TO
 EN0883'GARAGE, 43 FEET NORTH OF THE CENTER OF FARM ROAD 145, AND 3 FEET
 EN0883'NORTH OF A POWER POLE AND TELEPHONE CABLE INSPECTION BOX.
 EN0883'
 EN0883'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 87, AND
 EN0883'FARM ROAD 145 IN KRESS, GO WEST ON THE FARM ROAD FOR 5.4 MILES TO
 EN0883'THE ENTRANCE TO THE FIELD ROAD ON THE RIGHT AND THE STATION AS
 EN0883'DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST
 EN0883'ALONG FARM ROAD 145 FOR 0.25 MILES TO THE MARK ON THE LEFT AS
 EN0883'DESCRIBED.
 EN0883'
 EN0883'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.4 MILES WEST
 EN0883'OF KRESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0847 ***********************************************************************
 GK0847  DESIGNATION -  BUSH
 GK0847  PID         -  GK0847
 GK0847  STATE/COUNTY-  TX/HANSFORD
 GK0847  USGS QUAD   -  SPEARMAN SE (1973)
 GK0847
 GK0847                         *CURRENT SURVEY CONTROL
 GK0847  ___________________________________________________________________
 GK0847* NAD 83(1993)-  36 05 50.66201(N)    101 05 28.01145(W)     ADJUSTED  
 GK0847* NAVD 88     -       948.     (meters)    3110.     (feet)  SCALED    
 GK0847  ___________________________________________________________________
 GK0847  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 GK0847  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 GK0847
 GK0847  HORZ ORDER  -  FIRST
 GK0847
 GK0847.The horizontal coordinates were established by classical geodetic methods
 GK0847.and adjusted by the National Geodetic Survey in February 1996..
 GK0847
 GK0847.The orthometric height was scaled from a topographic map.
 GK0847
 GK0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0847
 GK0847.The geoid height was determined by GEOID03.
 GK0847
 GK0847;                    North         East     Units Scale Factor Converg.
 GK0847;SPC TX N     - 1,232,762.480   236,820.452   MT  0.99998109   +0 14 13.1
 GK0847;SPC TX N     - 4,044,488.24    776,968.43   sFT  0.99998109   +0 14 13.1
 GK0847;UTM  14      - 3,996,776.724   311,751.986   MT  1.00003666   -1 13 56.5
 GK0847
 GK0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0847!SPC TX N     -   0.99985544  x   0.99998109  =   0.99983653
 GK0847!UTM  14      -   0.99985544  x   1.00003666  =   0.99989210
 GK0847
 GK0847|---------------------------------------------------------------------|
 GK0847| PID    Reference Object                     Distance      Geod. Az  |
 GK0847|                                                           dddmmss.s |
 GK0847| CM8553 BUSH RM 2                            18.149 METERS 23859     |
 GK0847| CM8555 BUSH RM 4                            18.102 METERS 23907     |
 GK0847| GK0855 SPEARMAN MUNICIPAL TANK             APPROX.14.6 KM 3201420.7 |
 GK0847| CM8554 BUSH RM 3                            28.800 METERS 32529     |
 GK0847| CM8552 BUSH RM 1                            31.239 METERS 32908     |
 GK0847| CM8551 BUSH AZ MK                                         3582313.0 |
 GK0847|---------------------------------------------------------------------|
 GK0847
 GK0847                          SUPERSEDED SURVEY CONTROL
 GK0847
 GK0847  NAD 83(1993)-  36 05 50.66217(N)    101 05 28.01182(W) AD(       ) 1
 GK0847  NAD 83(1986)-  36 05 50.66939(N)    101 05 27.99866(W) AD(       ) 1
 GK0847  NAD 27      -  36 05 50.54300(N)    101 05 26.44000(W) AD(       ) 1
 GK0847
 GK0847.Superseded values are not recommended for survey control.
 GK0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0847.See file dsdata.txt to determine how the superseded data were derived.
 GK0847
 GK0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1175296777(NAD 83)
 GK0847_MARKER: DS = TRIANGULATION STATION DISK
 GK0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0847
 GK0847  HISTORY     - Date     Condition        Report By
 GK0847  HISTORY     - 1952     MONUMENTED       CGS
 GK0847  HISTORY     - 1966     SEE DESCRIPTION  CGS
 GK0847  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GK0847
 GK0847                          STATION DESCRIPTION
 GK0847
 GK0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK0847'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF SPEARMAN
 GK0847'AND 0.45 MILE WEST OF THE OCHILTREE-HANSFORD COUNTY LINE.  IT
 GK0847'IS 1 MILE NORTH OF A SMALL LAKE AND ON THE EAST RIGHT-OF-WAY
 GK0847'OF A DIRT ROAD.
 GK0847'
 GK0847'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 117
 GK0847'AND 152 IN STINNETT.  GO NORTHEASTERLY ON STATE HIGHWAY 117
 GK0847'FOR 15.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST
 GK0847'ON FARM ROAD 279 FOR 9.8 MILES TO A CROSSROAD.  TURN LEFT AND
 GK0847'GO NORTH FOR 5.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO 4.1
 GK0847'MILES TO A T-ROAD NORTH AT A SMALL LAKE ON THE SOUTH SIDE OF THE
 GK0847'ROAD.  TURN LEFT ON T-ROAD AND GO NORTH FOR 1.05 MILES TO THE
 GK0847'STATION SITE ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 GK0847'STATION GO NORTH ON THE DIRT ROAD FOR 0.6 MILE TO THE MARK ON
 GK0847'THE LEFT, WEST, SIDE OF ROAD ALONG THE WEST RIGHT-OF-WAY
 GK0847'FENCE LINE.
 GK0847'
 GK0847'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GK0847'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS STAMPED
 GK0847'BUSH 1952, AND IS LOCATED 45 FEET SOUTH-SOUTHWEST OF A FENCE
 GK0847'CORNER.  20 FEET EAST OF THE CENTER LINE OF A DIRT ROAD.  AND
 GK0847'8 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE LINE.
 GK0847'
 GK0847'REFERENCE MARK, STAMPED BUSH NO 1 1952, IS A STANDARD DISK SET
 GK0847'IN THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 GK0847'30 FEET SOUTH OF THE CENTER OF A GATE.  28 FEET WEST OF THE CENTER
 GK0847'LINE OF A DIRT ROAD AND 2 FEET EAST OF THE WEST RIGHT-OF-WAY
 GK0847'FENCE LINE.
 GK0847'
 GK0847'REFERENCE MARK NO. 2, STAMPED BUSH NO 2 1952, IS A STANDARD
 GK0847'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES.
 GK0847'IT IS 27 FEET WEST OF THE CENTER LINE OF A DIRT ROAD.  10 FEET
 GK0847'NORTH-NORTHEAST OF A TELEPHONE POLE AND 3 FEET EAST OF THE WEST
 GK0847'RIGHT-OF-WAY FENCE LINE.
 GK0847'
 GK0847'THE AZIMUTH MARK, STAMPED BUSH 1952, IS A STANDARD DISK SET
 GK0847'IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 GK0847'26 FEET WEST OF THE CENTER LINE OF A DIRT ROAD.  4 FEET SOUTH
 GK0847'OF TELEPHONE POLE NO. 1340.  2 FEET EAST OF A WHITE WITNESS
 GK0847'POST.  AND 2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE.
 GK0847'
 GK0847'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 GK0847
 GK0847                          STATION RECOVERY (1966)
 GK0847
 GK0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 GK0847'THE STATION SURFACE MARK WAS FOUND TO BE MISSING, THE UNDERGROUND
 GK0847'STATION MARK WAS FOUND IN POSITION.  THE POSITION OF THE UNDERGROUD
 GK0847'STATION MARK WAS HELD FIXED AND A NEW STATION SURFACE MARK SET.
 GK0847'REFERENCE MARKS 1 AND 2 WERE FOUND LEANING BADLY.  REFERENCE
 GK0847'MARK NO. 1 WAS MOVED AND RESTAMPED NO. 3.  REFERENCE MARK NO. 2
 GK0847'WAS STRAIGHTENED UP AND RE-INFORCED WITH CONCRETE.  THIS MARK
 GK0847'WAS RESTAMPED NO. 4.  THE AZIMUTH MARK IS LEANING OUT OF
 GK0847'POSITION AND MUST BE RESET AT ANOTHED TIME.  A COMPLETE NEW
 GK0847'DESCRIPTION FOLLOWS.
 GK0847'
 GK0847'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF SPEARMAN AND
 GK0847'0.54 MILE WEST OF THE OCHILTREE-HANSFORD COUNTY LINE.  IT IS 1
 GK0847'MILE NORTH OF A SMALL LAKE AND ON THE EAST RIGHT-OF-WAY OF A
 GK0847'DIRT ROAD.
 GK0847'
 GK0847'THE STATION MARK IS A STANDARD DISK, STAMPED BUSH 1952 1966 SET
 GK0847'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 GK0847'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 22.0 FEET EAST OF THE
 GK0847'CENTER OF A NORTH-SOUTH DIRT ROAD, 7.5 FEET WEST OF A NORTH-SOUTH
 GK0847'FENCE LINE, 2.5 FEET NORTH OF A STEEL WITNESS POST AND SIGN AND
 GK0847'46.5 FEET SOUTH-SOUTHWEST OF A FENCE CORNER.  IN THE BOTTOM OF
 GK0847'A GRADER DITCH, ABOUT 2 FEET BELOW THE LEVEL OF THE GRADED DIRT
 GK0847'ROAD.
 GK0847'
 GK0847'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED BUSH NO 3
 GK0847'1952 1966 SET IN THE TOP OF A ROUND 10 INCHES IN DIAMETER CONCRETE
 GK0847'MONUMENT, THAT PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT
 GK0847'IS 30.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD,
 GK0847'32 FEET NORTH OF A FENCE CORNER AND GATE AND 2.0 FEET NORTHEAST
 GK0847'OF A TELEPHONE POLE NUMBER 1320 AND TRIANGLE BLAZE.
 GK0847'
 GK0847'REFERENCE MARK NO 4 IS A STANDARD DISK, STAMPED BUSH NO 4 1952
 GK0847'1966 SET IN THE TOP OF A 12 X 14 INCH SQUARE CONCRETE MONUMENT,
 GK0847'THAT PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 30.0
 GK0847'FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 38.5 FEET
 GK0847'NORTH-NORTHEAST OF TELEPHONE POLE NUMBER 1320 AND 1.5 FEET
 GK0847'EAST OF A RIGHT-OF-WAY FENCE LINE.
 GK0847'
 GK0847'TO REACH THE STATION FROM THE COURTHOUSE IN SPEARMAN, GO
 GK0847'EAST ON FARM ROAD 759 FOR 0.5 MILE TO A CROSS ROAD, TURN RIGHT
 GK0847'AND GO SOUTH ON FARM ROAD 760 FOR 8.05 MILES TO A CROSS ROAD
 GK0847'JUNCTION WITH FARM ROAD 281.  TURN LEFT AND GO EAST ON FARM
 GK0847'ROAD 281 FOR 5.0 MILES TO A GRADED DIRT ROAD LEFT.  TURN LEFT
 GK0847'AND GO NORTH ON THE DIRT ROAD FOR 1.0 MILE TO THE STATION ON
 GK0847'THE RIGHT IN A SHALLOW GRADER DITCH.
 GK0847
 GK0847                          STATION RECOVERY (1973)
 GK0847
 GK0847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 GK0847'THE CONCRETE POST HAS BEEN BROKEN OFF AND THE TABLET IS MISSING.
 GK0847'R.M. NO. 3 AND 4 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 GK0847'MARK WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1000 ***********************************************************************
 CD1000  DESIGNATION -  BUSH
 CD1000  PID         -  CD1000
 CD1000  STATE/COUNTY-  TX/CULBERSON
 CD1000  USGS QUAD   -  PX FLAT (1973)
 CD1000
 CD1000                         *CURRENT SURVEY CONTROL
 CD1000  ___________________________________________________________________
 CD1000* NAD 83(1993)-  31 55 46.53364(N)    104 52 48.41529(W)     ADJUSTED  
 CD1000* NAVD 88     -      2632.     (meters)    8635.     (feet)  SCALED    
 CD1000  ___________________________________________________________________
 CD1000  LAPLACE CORR-           7.49  (seconds)                    DEFLEC99
 CD1000  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 CD1000
 CD1000  HORZ ORDER  -  THIRD
 CD1000
 CD1000.The horizontal coordinates were established by classical geodetic methods
 CD1000.and adjusted by the National Geodetic Survey in February 1996..
 CD1000
 CD1000.The orthometric height was scaled from a topographic map.
 CD1000
 CD1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1000
 CD1000.The geoid height was determined by GEOID03.
 CD1000
 CD1000;                    North         East     Units Scale Factor Converg.
 CD1000;SPC TX C     - 3,259,655.769   270,146.519   MT  1.00001275   -2 20 30.7
 CD1000;SPC TX C     -10,694,387.30    886,305.70   sFT  1.00001275   -2 20 30.7
 CD1000;UTM  13      - 3,532,637.886   511,332.393   MT  0.99960158   +0 03 48.3
 CD1000
 CD1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1000!SPC TX C     -   0.99959046  x   1.00001275  =   0.99960321
 CD1000!UTM  13      -   0.99959046  x   0.99960158  =   0.99919221
 CD1000
 CD1000:                Primary Azimuth Mark                     Grid Az
 CD1000:SPC TX C     -  FRIJOLE                                  091 26 37.2
 CD1000:UTM  13      -  FRIJOLE                                  089 02 18.2
 CD1000
 CD1000|---------------------------------------------------------------------|
 CD1000| PID    Reference Object                     Distance      Geod. Az  |
 CD1000|                                                           dddmmss.s |
 CD1000| CD0993 FRIJOLE                             APPROX. 6.6 KM 0890606.5 |
 CD1000|---------------------------------------------------------------------|
 CD1000
 CD1000                          SUPERSEDED SURVEY CONTROL
 CD1000
 CD1000  NAD 83(1993)-  31 55 46.53406(N)    104 52 48.41469(W) AD(       ) 3
 CD1000  NAD 83(1986)-  31 55 46.53487(N)    104 52 48.41448(W) AD(       ) 3
 CD1000  NAD 27      -  31 55 46.12696(N)    104 52 46.60242(W) AD(       ) 3
 CD1000
 CD1000.Superseded values are not recommended for survey control.
 CD1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1000.See file dsdata.txt to determine how the superseded data were derived.
 CD1000
 CD1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER1133232638(NAD 83)
 CD1000_MARKER: DD = SURVEY DISK
 CD1000_SETTING: 66 = SET IN ROCK OUTCROP
 CD1000_SP_SET: SET IN ROCK OUTCROP
 CD1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD1000+STABILITY: POSITION/ELEVATION WELL
 CD1000
 CD1000  HISTORY     - Date     Condition        Report By
 CD1000  HISTORY     - 1932     MONUMENTED       USGS
 CD1000
 CD1000                          STATION DESCRIPTION
 CD1000
 CD1000'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 CD1000'ABOUT 30 FT. W. OF HIGHEST POINT OF BUSH MOUNTAIN, AND ABOUT 200 FT.
 CD1000'E. OF WESTERN RIM OF THE GUADALUPE MOUNTAINS.  BUSH MOUNTAIN IS THE
 CD1000'FIRST SUMMIT N. OF THE HEAD OF PINE SPRINGS CANYON.  ABOUT 6.0 MI. NE.
 CD1000'OF PINE SPRINGS INN, A WELL-KNOWN LOCALITY WHICH FURNISHES AN
 CD1000'OF PINE SPRINGS INN, A WELL-KNOWN LACALITY WHICH FURNISHES AN
 CD1000'ABUNDANCE OF GOOD WATER.  STATION IS BEST REACHED BY A SADDLE TRAIL UP
 CD1000'PINE SPRINGS CANYON.  TRAIL LEAVES CANYON ABOUT 2.0 MI. W. OF PINE
 CD1000'SPRINGS AND CLIMBS THE N. SLOPE TO THE RIM, THENCE W. ON TRAIL ABOUT
 CD1000'3.0 MI. TO STATION.
 CD1000'
 CD1000'STATION MARK--STANDARD TABLET CEMENTED IN ROCK IN PLACE, STAMPED
 CD1000'---R 1932---.
 CD1000'
 CD1000'REFERENCE MARK NO. 1--STANDARD TABLET CEMENTED IN ROCK IN PLACE,
 CD1000'STAMPED ---R 1932---.  18.80 FT. FROM STATION, S 03 DEG 19 MIN E.
 CD1000'
 CD1000'REFERENCE MARK NO.2--A TRIANGULAR BLAZE WITH COPPER NAIL AND WASHER IN
 CD1000'CENTER ON SIGNAL TREE, 4.0 FT. FROM STATION MARK, N 68 DEG 12 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0892 ***********************************************************************
 FM0892  DESIGNATION -  BUSHLAND
 FM0892  PID         -  FM0892
 FM0892  STATE/COUNTY-  TX/RANDALL
 FM0892  USGS QUAD   -  BUSHLAND (1984)
 FM0892
 FM0892                         *CURRENT SURVEY CONTROL
 FM0892  ___________________________________________________________________
 FM0892* NAD 83(1993)-  35 10 36.08927(N)    102 03 32.32848(W)     ADJUSTED  
 FM0892* NAVD 88     -      1167.0    (meters)    3829.     (feet)  VERTCON   
 FM0892  ___________________________________________________________________
 FM0892  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FM0892  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FM0892
 FM0892  HORZ ORDER  -  FIRST
 FM0892
 FM0892.The horizontal coordinates were established by classical geodetic methods
 FM0892.and adjusted by the National Geodetic Survey in February 1996..
 FM0892
 FM0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0892
 FM0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0892
 FM0892.The geoid height was determined by GEOID03.
 FM0892
 FM0892;                    North         East     Units Scale Factor Converg.
 FM0892;SPC TX N     - 1,130,682.132   149,086.021   MT  0.99991969   -0 19 26.2
 FM0892;SPC TX N     - 3,709,579.63    489,126.39   sFT  0.99991969   -0 19 26.2
 FM0892;UTM  13      - 3,896,599.946   767,834.619   MT  1.00048417   +1 41 43.2
 FM0892;UTM  14      - 3,896,924.390   221,419.512   MT  1.00055655   -1 45 48.3
 FM0892
 FM0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0892!SPC TX N     -   0.99982089  x   0.99991969  =   0.99974060
 FM0892!UTM  13      -   0.99982089  x   1.00048417  =   1.00030498
 FM0892!UTM  14      -   0.99982089  x   1.00055655  =   1.00037734
 FM0892
 FM0892|---------------------------------------------------------------------|
 FM0892| PID    Reference Object                     Distance      Geod. Az  |
 FM0892|                                                           dddmmss.s |
 FM0892| CJ6783 BUSHLAND RM 1                        49.816 METERS 06828     |
 FM0892| CJ6614 1224                                               3322531.2 |
 FM0892| CJ6784 BUSHLAND RM 2                        18.319 METERS 35712     |
 FM0892|---------------------------------------------------------------------|
 FM0892
 FM0892                          SUPERSEDED SURVEY CONTROL
 FM0892
 FM0892  NAD 83(1986)-  35 10 36.09633(N)    102 03 32.31982(W) AD(       ) 1
 FM0892  NAD 27      -  35 10 35.90200(N)    102 03 30.61500(W) AD(       ) 1
 FM0892  NGVD 29 (07/19/86) 1166.5    (m)         3827.     (f) VERT ANG       
 FM0892
 FM0892.Superseded values are not recommended for survey control.
 FM0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0892.See file dsdata.txt to determine how the superseded data were derived.
 FM0892
 FM0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6783596600(NAD 83)
 FM0892_MARKER: DS = TRIANGULATION STATION DISK
 FM0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0892
 FM0892  HISTORY     - Date     Condition        Report By
 FM0892  HISTORY     - 1921     MONUMENTED       CGS
 FM0892  HISTORY     - 1935     GOOD             CGS
 FM0892  HISTORY     - 1953     GOOD             CGS
 FM0892  HISTORY     - 1955     MARK NOT FOUND   CGS
 FM0892
 FM0892                          STATION DESCRIPTION
 FM0892
 FM0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FM0892'STATION IS 1 MILE S AND 1/4 MILE E OF BUSHLAND RAILWAY STATION,
 FM0892'ON SECTION 164, BLOCK 9, ABOUT 1/4 MILE E OF THE CORNER OF
 FM0892'THIS SECTION.  IT IS ON LAND BELONGING TO W.H. BUSH, AND IN
 FM0892'CHARGE OF HIS BROTHER, J.A. BUSH OF AMARILLO, 1/2 MILE
 FM0892'W OF HOUSE OCCUPIED BY J.M. FOGG, AND 50 METERS (164 FEET)
 FM0892'S OF PUBLIC HIGHWAY.  SURFACE AND UNDERGROUND MARKS ARE
 FM0892'STANDARD DISKS SET IN CONCRETE.  TWO
 FM0892'REFERENCE MARKS WERE SET, STANDARD DISKS, SET IN CONCRETE.
 FM0892'REFERENCE MARK NO. 1 IS 22.29 METERS (73.1 FEET)
 FM0892'FROM STATION.  REFERENCE MARK
 FM0892'NO. 2, 49.79 METERS (163.4 FEET).
 FM0892
 FM0892                          STATION RECOVERY (1935)
 FM0892
 FM0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0892'STATION MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION.  STATION
 FM0892'IS IN A CULTIVATED FIELD 1.0 MILE S AND 0.3 MILE E OF BUSHLAND
 FM0892'POST OFFICE, 87 FEET S OF CENTER OF GRADED SECTION ROAD, 60
 FM0892'FEET S OF FENCE, AND 0.35 MILE ESE OF THE FARMHOUSE OF T.C.
 FM0892'JONES.  STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP
 FM0892'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FM0892'
 FM0892'REFERENCE MARK NO. 2 TO THE N IS 27 FEET S OF CENTER OF ROAD,
 FM0892'AND IN FENCE LINE.  THE DISK OF THE REFERENCE MARK HAS BEEN
 FM0892'BROKEN OFF, BUT A CROSS HAS BEEN MARKED ON THE CENTER OF THE
 FM0892'STEM, WHICH REMAINS.  MARK IS FLUSH WITH THE GROUND.
 FM0892'
 FM0892'REFERENCE MARK NO. 1 TO THE NE IS STAMPED BUSHLAND 1921.
 FM0892'THIS REFERENCE MARK IS IN FENCE LINE, 27 FEET S OF CENTER OF
 FM0892'ROAD, AND IS FLUSH WITH THE GROUND.
 FM0892'
 FM0892'STATE SURVEY B.M. 1224 WAS USED FOR AZIMUTH.  THIS MARK IS
 FM0892'0.3 MILE W AND 0.5 MILE N OF STATION, IN FENCE T-INTERSECTION, 32
 FM0892'FEET E OF CENTER OF GRADED ROAD, 4 FEET N OF E-W FENCE, 4 FEET
 FM0892'E OF N-S FENCE, AND PROJECTS 4 INCHES.  MARK IS A BRONZE DISK
 FM0892'SET IN A CONCRETE POST 7 INCHES SQUARE.
 FM0892'
 FM0892'STATION IS REACHED FROM POST OFFICE IN BUSHLAND BY DRIVING
 FM0892'S ON GRADED SECTION LINE ROAD 1.0 MILE, TURN LEFT OR E 0.3
 FM0892'MILE TO STATION.
 FM0892'
 FM0892'ALL OBJECTS ARE PROBABLY VISIBLE FROM GROUND EXCEPT BENTON,
 FM0892'STATION WAS OCCUPIED DURING A DIRT STORM.  A 30-FOOT STAND
 FM0892'WAS USED.
 FM0892
 FM0892                          STATION RECOVERY (1953)
 FM0892
 FM0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0892'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND
 FM0892'TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 FM0892'
 FM0892'THE STATION IS LOCATED IN CULTIVATED FIELD, ABOUT 1 MILE
 FM0892'SOUTH SOUTHEAST OF BUSHLAND, 87 FEET SOUTH OF THE CENTERLINE
 FM0892'OF THE DIRT ROAD AND 57 FEET SOUTH OF THE EAST-WEST FENCELINE.
 FM0892'
 FM0892'TO REACH, FROM THE U.S. POST OFFICE IN BUSHLAND, GO SOUTH,
 FM0892'ON GRADED ROAD 0.5 MILE TO BM 1224 AND THE AZIMUTH MARK.  CONTINUE
 FM0892'SOUTH, ON GRADED ROAD 0.5 MILE TO SIDE ROAD LEFT.  TURN
 FM0892'LEFT, AND GO EAST 0.3 MILE TO THE STATION.
 FM0892'
 FM0892'THE STATION MARK IS A STANDARD DISK, STAMPED BUSHLAND 1921,
 FM0892'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 18 INCHES IN DIAMETER
 FM0892'WHICH IS ABOUT 13 INCHES BELOW THE SURFACE OF THE GROUND.
 FM0892'
 FM0892'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BUSHLAND
 FM0892'1921, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 FM0892'WHICH IS ABOUT FLUSH WITH THE GROUND.  IT IS ABOUT THE SAME
 FM0892'ELEVATION AS THE STATION.  IT IS LOCATED 20 FEET SOUTH OF THE
 FM0892'CENTERLINE OF THE DIRT ROAD AND IN THE EAST-WEST FENCELINE.
 FM0892'
 FM0892'REFERENCE MARK NUMBER 2 IS A COPPER STEM WITH A CROSS IN CENTER
 FM0892'AND IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS
 FM0892'ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 FM0892'AS THE STATION.  IT IS LOCATED 20 FEET SOUTH OF THE CENTERLINE
 FM0892'OF THE DIRT ROAD AND IN THE EAST-WEST FENCELINE.
 FM0892'
 FM0892'THE AZIMUTH MARK IS A USC AND GS AND STATE SURVEY BENCH MARK,
 FM0892'STAMPED 1224, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 FM0892'MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  IT IS LOCATED 32
 FM0892'FEET EAST OF THE CENTERLINE OF THE GRADED ROAD AND 4 FEET
 FM0892'EAST OF THE NORTH-SOUTH FENCELINE.
 FM0892
 FM0892                          STATION RECOVERY (1955)
 FM0892
 FM0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CW)
 FM0892'THE SURFACE MARKER WAS GONE, AND REFERENCE MARKS WERE OUT
 FM0892'OF THE GROUND AND ONLY ONE WAS ON THE GROUND.  THE OTHER WAS
 FM0892'CARRIED AWAY.
 FM0892'
 FM0892'THE B.M. DESCRIBED FOR AZIMUTH MARK WAS BROKEN OFF AND WAS
 FM0892'IN THE ROAD DITCH.  THE LOWER PART WAS LOCATED UNDERGROUND
 FM0892'AND TOP WAS REPLACED.  THE E. AND W. FENCE WAS GONE AND THE
 FM0892'CULTIVATION WAS EXTENDED OVER THE MARK.
 FM0892'
 FM0892'THE UNDERGROUND MARKER AT THE STATION WAS LOCATED FROM THE
 FM0892'DEPRESSIONS AT THE TWO REFERENCE MARKER LOCATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0890 ***********************************************************************
 FM0890  DESIGNATION -  BUSHLAND COOP GRAIN ELEVATOR
 FM0890  PID         -  FM0890
 FM0890  STATE/COUNTY-  TX/POTTER
 FM0890  USGS QUAD   -  BUSHLAND (1984)
 FM0890
 FM0890                         *CURRENT SURVEY CONTROL
 FM0890  ___________________________________________________________________
 FM0890* NAD 83(1993)-  35 11 32.01569(N)    102 03 55.59742(W)     ADJUSTED  
 FM0890* NAVD 88     -                                                        
 FM0890  ___________________________________________________________________
 FM0890  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 FM0890  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 FM0890
 FM0890  HORZ ORDER  -  THIRD
 FM0890
 FM0890.The horizontal coordinates were established by classical geodetic methods
 FM0890.and adjusted by the National Geodetic Survey in February 1996..
 FM0890
 FM0890
 FM0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0890
 FM0890.The geoid height was determined by GEOID03.
 FM0890
 FM0890;                    North         East     Units Scale Factor Converg.
 FM0890;SPC TX N     - 1,132,408.840   148,507.156   MT  0.99991859   -0 19 39.7
 FM0890;SPC TX N     - 3,715,244.67    487,227.23   sFT  0.99991859   -0 19 39.7
 FM0890;UTM  13      - 3,898,306.141   767,194.902   MT  1.00047995   +1 41 32.1
 FM0890;UTM  14      - 3,898,666.210   220,883.873   MT  1.00056023   -1 46 04.2
 FM0890
 FM0890                          SUPERSEDED SURVEY CONTROL
 FM0890
 FM0890  NAD 83(1986)-  35 11 32.02333(N)    102 03 55.58812(W) AD(       ) 4
 FM0890  NAD 27      -  35 11 31.82600(N)    102 03 53.88200(W) AD(       ) 3
 FM0890
 FM0890.Superseded values are not recommended for survey control.
 FM0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0890.See file dsdata.txt to determine how the superseded data were derived.
 FM0890
 FM0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6719598306(NAD 83)
 FM0890_MARKER: 65 = GRAIN ELEVATOR
 FM0890
 FM0890  HISTORY     - Date     Condition        Report By
 FM0890  HISTORY     - 1953     FIRST OBSERVED   CGS
 FM0890  HISTORY     - 1958     GOOD             CGS
 FM0890
 FM0890                          STATION DESCRIPTION
 FM0890
 FM0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0890'THE ELEVATOR IS LOCATED AT THE VILLAGE OF BUSHLAND, AND IS THE
 FM0890'EASTERLY ONE OF TWO LARGE ELEVATORS.
 FM0890'
 FM0890'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE 160 FEET HIGH, 120
 FM0890'FEET TO THE TOP OF THE TANKS AND A 40 FOOT HEADHOUSE.  THE
 FM0890'CENTER OF THE HEADHOUSE WAS INTERSECTED.
 FM0890
 FM0890                          STATION RECOVERY (1958)
 FM0890
 FM0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 FM0890'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2314 ***********************************************************************
 AH2314  DESIGNATION -  BUSHLAND ET
 AH2314  PID         -  AH2314
 AH2314  STATE/COUNTY-  TX/RANDALL
 AH2314  USGS QUAD   -  BUSHLAND (1984)
 AH2314
 AH2314                         *CURRENT SURVEY CONTROL
 AH2314  ___________________________________________________________________
 AH2314* NAD 83(1993)-  35 12 25.56055(N)    102 06 51.70187(W)     ADJUSTED  
 AH2314* NAVD 88     -      1178.5    (meters)    3866.     (feet)  VERTCON   
 AH2314  ___________________________________________________________________
 AH2314  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 AH2314  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AH2314
 AH2314  HORZ ORDER  -  THIRD
 AH2314
 AH2314.The horizontal coordinates were established by classical geodetic methods
 AH2314.and adjusted by the National Geodetic Survey in July 1998..
 AH2314
 AH2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2314
 AH2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2314
 AH2314.The geoid height was determined by GEOID03.
 AH2314
 AH2314;                    North         East     Units Scale Factor Converg.
 AH2314;SPC TX N     - 1,134,085.390   144,062.694   MT  0.99991761   -0 21 21.8
 AH2314;SPC TX N     - 3,720,745.15    472,645.69   sFT  0.99991761   -0 21 21.8
 AH2314;UTM  13      - 3,899,825.797   762,691.635   MT  1.00045053   +1 39 52.6
 AH2314
 AH2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2314!SPC TX N     -   0.99981908  x   0.99991761  =   0.99973670
 AH2314!UTM  13      -   0.99981908  x   1.00045053  =   1.00026953
 AH2314
 AH2314                          SUPERSEDED SURVEY CONTROL
 AH2314
 AH2314  NGVD 29 (07/28/98) 1178.0    (m)         3865.     (f) VERT ANG       
 AH2314
 AH2314.Superseded values are not recommended for survey control.
 AH2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2314.See file dsdata.txt to determine how the superseded data were derived.
 AH2314
 AH2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6269299826(NAD 83)
 AH2314_MARKER: DS = TRIANGULATION STATION DISK
 AH2314
 AH2314  HISTORY     - Date     Condition        Report By
 AH2314  HISTORY     - 1961     MONUMENTED       USGS
 AH2314
 AH2314                          STATION DESCRIPTION
 AH2314
 AH2314'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH2314'LOCATED ABOUT 3.5 MI. (AIRLINE) NW. OF BUSHLAND, TEXAS, 1.0 MI.
 AH2314'(AIRLINE) N. OF U.S. HIGHWAY NO. 66 AND 3.0 FT. S. OF A FENCE LINE.
 AH2314'TO REACH FROM POST OFFICE AND NEELEY GRAIN ELEVATOR AT BUSHLAND,
 AH2314'TEXAS, GO W. ON HIGHWAY NO. 66 1.6 MI. TO A GRADED RD. N., TURN RIGHT
 AH2314'(N.) ON GRADED RD. 0.8 MI. TO A GATE, CONTINUE N. THRU GATE ABOUT 1000
 AH2314'FT. TO FENCE LINE AND STATION SITE.
 AH2314'STATION MARK--STANDARD TABLET IN CONCRETE POST PROTRUDING 0.7 FT.
 AH2314'ABOVE GROUND, STAMPED---BUSHLAND ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0891 ***********************************************************************
 FM0891  DESIGNATION -  BUSHLAND NEELY GRAIN CO ELEV
 FM0891  PID         -  FM0891
 FM0891  STATE/COUNTY-  TX/POTTER
 FM0891  USGS QUAD   -  BUSHLAND (1984)
 FM0891
 FM0891                         *CURRENT SURVEY CONTROL
 FM0891  ___________________________________________________________________
 FM0891* NAD 83(1993)-  35 11 32.19200(N)    102 04 09.69530(W)     ADJUSTED  
 FM0891* NAVD 88     -                                                        
 FM0891  ___________________________________________________________________
 FM0891  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 FM0891  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 FM0891
 FM0891  HORZ ORDER  -  THIRD
 FM0891
 FM0891.The horizontal coordinates were established by classical geodetic methods
 FM0891.and adjusted by the National Geodetic Survey in February 1996..
 FM0891
 FM0891
 FM0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0891
 FM0891.The geoid height was determined by GEOID03.
 FM0891
 FM0891;                    North         East     Units Scale Factor Converg.
 FM0891;SPC TX N     - 1,132,416.319   148,150.569   MT  0.99991859   -0 19 47.9
 FM0891;SPC TX N     - 3,715,269.21    486,057.33   sFT  0.99991859   -0 19 47.9
 FM0891;UTM  13      - 3,898,301.045   766,838.073   MT  1.00047760   +1 41 24.0
 FM0891;UTM  14      - 3,898,682.659   220,527.358   MT  1.00056269   -1 46 12.3
 FM0891
 FM0891                          SUPERSEDED SURVEY CONTROL
 FM0891
 FM0891  NAD 83(1986)-  35 11 32.19946(N)    102 04 09.68599(W) AD(       ) 4
 FM0891  NAD 27      -  35 11 32.00200(N)    102 04 07.98100(W) AD(       ) 3
 FM0891
 FM0891.Superseded values are not recommended for survey control.
 FM0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0891.See file dsdata.txt to determine how the superseded data were derived.
 FM0891
 FM0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6683898301(NAD 83)
 FM0891_MARKER: 65 = GRAIN ELEVATOR
 FM0891
 FM0891  HISTORY     - Date     Condition        Report By
 FM0891  HISTORY     - 1953     FIRST OBSERVED   CGS
 FM0891
 FM0891                          STATION DESCRIPTION
 FM0891
 FM0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0891'THE ELEVATOR IS LOCATED AT THE VILLAGE OF BUSHLAND, AND IS THE
 FM0891'WESTERLY ONE OF TWO LARGE ELEVATORS.
 FM0891'
 FM0891'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE 160 FEET HIGH, 125
 FM0891'FEET TO THE TOP OF THE TANKS WITH A 35 FOOT HEADHOUSE.  THE
 FM0891'CENTER OF THE HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0889 ***********************************************************************
 FM0889  DESIGNATION -  BUSHLAND WATER TANK
 FM0889  PID         -  FM0889
 FM0889  STATE/COUNTY-  TX/POTTER
 FM0889  USGS QUAD   -  BUSHLAND (1984)
 FM0889
 FM0889                         *CURRENT SURVEY CONTROL
 FM0889  ___________________________________________________________________
 FM0889* NAD 83(1993)-  35 11 32.47997(N)    102 03 42.31461(W)     ADJUSTED  
 FM0889* NAVD 88     -                                                        
 FM0889  ___________________________________________________________________
 FM0889  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FM0889  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FM0889
 FM0889  HORZ ORDER  -  THIRD
 FM0889
 FM0889.The horizontal coordinates were established by classical geodetic methods
 FM0889.and adjusted by the National Geodetic Survey in February 1996..
 FM0889
 FM0889
 FM0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0889
 FM0889.The geoid height was determined by GEOID03.
 FM0889
 FM0889;                    North         East     Units Scale Factor Converg.
 FM0889;SPC TX N     - 1,132,421.231   148,843.238   MT  0.99991858   -0 19 32.0
 FM0889;SPC TX N     - 3,715,285.32    488,329.86   sFT  0.99991858   -0 19 32.0
 FM0889;UTM  13      - 3,898,330.384   767,530.527   MT  1.00048216   +1 41 39.8
 FM0889;UTM  14      - 3,898,670.153   221,220.376   MT  1.00055792   -1 45 56.5
 FM0889
 FM0889                          SUPERSEDED SURVEY CONTROL
 FM0889
 FM0889  NAD 83(1986)-  35 11 32.48699(N)    102 03 42.30517(W) AD(       ) 4
 FM0889  NAD 27      -  35 11 32.29000(N)    102 03 40.60000(W) AD(       ) 3
 FM0889
 FM0889.Superseded values are not recommended for survey control.
 FM0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0889.See file dsdata.txt to determine how the superseded data were derived.
 FM0889
 FM0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6753198330(NAD 83)
 FM0889_MARKER: 51 = TANK
 FM0889
 FM0889  HISTORY     - Date     Condition        Report By
 FM0889  HISTORY     - 1921     FIRST OBSERVED   CGS
 FM0889
 FM0889                          STATION DESCRIPTION
 FM0889
 FM0889'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1167 ***********************************************************************
 CA1167  DESIGNATION -  BUSK
 CA1167  PID         -  CA1167
 CA1167  STATE/COUNTY-  TX/COLEMAN
 CA1167  USGS QUAD   -  VOSS (1987)
 CA1167
 CA1167                         *CURRENT SURVEY CONTROL
 CA1167  ___________________________________________________________________
 CA1167* NAD 83(1993)-  31 33 58.39714(N)    099 30 30.21332(W)     ADJUSTED  
 CA1167* NAVD 88     -       481.7    (meters)    1580.     (feet)  VERTCON   
 CA1167  ___________________________________________________________________
 CA1167  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CA1167  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 CA1167
 CA1167  HORZ ORDER  -  SECOND
 CA1167
 CA1167.The horizontal coordinates were established by classical geodetic methods
 CA1167.and adjusted by the National Geodetic Survey in February 1996..
 CA1167
 CA1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1167
 CA1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1167
 CA1167.The geoid height was determined by GEOID03.
 CA1167
 CA1167;                    North         East     Units Scale Factor Converg.
 CA1167;SPC TX C     - 3,210,869.979   778,309.812   MT  0.99993019   +0 25 29.6
 CA1167;SPC TX C     -10,534,329.26  2,553,504.77   sFT  0.99993019   +0 25 29.6
 CA1167;UTM  14      - 3,492,468.303   451,754.615   MT  0.99962871   -0 15 58.1
 CA1167
 CA1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1167!SPC TX C     -   0.99992829  x   0.99993019  =   0.99985849
 CA1167!UTM  14      -   0.99992829  x   0.99962871  =   0.99955703
 CA1167
 CA1167|---------------------------------------------------------------------|
 CA1167| PID    Reference Object                     Distance      Geod. Az  |
 CA1167|                                                           dddmmss.s |
 CA1167| CA1168 GOLDBUSK USGS 1967                    9.634 METERS 19948     |
 CA1167| CA1166 PANTHER                             APPROX.11.1 KM 3412521.8 |
 CA1167| CV4411 BUSK RM 1                            15.735 METERS 35107     |
 CA1167|---------------------------------------------------------------------|
 CA1167
 CA1167                          SUPERSEDED SURVEY CONTROL
 CA1167
 CA1167  NAD 83(1986)-  31 33 58.40494(N)    099 30 30.19892(W) AD(       ) 2
 CA1167  NAD 27      -  31 33 57.84784(N)    099 30 28.97043(W) AD(       ) 2
 CA1167  NGVD 29 (07/19/86)  481.6    (m)         1580.     (f) VERT ANG       
 CA1167
 CA1167.Superseded values are not recommended for survey control.
 CA1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1167.See file dsdata.txt to determine how the superseded data were derived.
 CA1167
 CA1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5175592468(NAD 83)
 CA1167_MARKER: DD = SURVEY DISK
 CA1167_SETTING: 66 = SET IN ROCK OUTCROP
 CA1167_SP_SET: PARTIALLY EXPOSED BEDROCK
 CA1167
 CA1167  HISTORY     - Date     Condition        Report By
 CA1167  HISTORY     - 1967     MONUMENTED       CGS
 CA1167
 CA1167                          STATION DESCRIPTION
 CA1167
 CA1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JW)
 CA1167'STATION IS LOCATED 0.7 MILE NORTH AND 1.9 MILES WEST OF
 CA1167'GOLDBUSK VILLAGE.  3.9 MILES SOUTH AND 3.3 MILES EAST OF VOSS.
 CA1167'0.25 MILE SOUTH OF A CALICHE ROAD, ATOP A PROMINENT WOODED
 CA1167'KNOB AND 6 FEET WEST OF A STEEL WITNESS POST.
 CA1167'
 CA1167'TO REACH FROM THE NORTH SIDE OF GOLDBUSK, FOLLOW ALONG FARM
 CA1167'ROAD 1026, 0.75 MILE WEST AND 1.0 MILE NORTH.  TURN LEFT
 CA1167'(WEST) ON CALICHE ROAD FOR 0.8 MILE TO A METAL GATE ON THE LEFT.
 CA1167'PROCEED THROUGH THE GATE TAKING RIGHT FORK FOR 0.25 MILE TO
 CA1167'THE BASE OF THE KNOB, THENCE CROSS COUNTRY TO THE TOP OF THE
 CA1167'KNOB AND THE STATION SITE.
 CA1167'
 CA1167'STATION MARK--A USGS BRONZE TABLET CEMENTED IN BEDROCK.  THE
 CA1167'TABLET IS STAMPED BUSK ET 1967.
 CA1167'
 CA1167'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1167'CEMENTED IN BEDROCK.  THE TABLET IS STAMPED BUSK ET 1967 NO. 1.
 CA1167'
 CA1167'REFERENCE MARK NO. 2--A USGS ALUMINUM TABLET CEMENTED IN
 CA1167'BEDROCK.  THE TABLET IS STAMPED GOLDBUSK ET 1961-1967.
 CA1167'
 CA1167'STATION PANTHER ET, 6.9 MILES NORTH-NORTHWEST AND STEER ET,
 CA1167'5.1 MILES SOUTH-SOUTHEAST, ARE VISIBLE FROM THE GROUND AND
 CA1167'SERVE AS THE AZIMUTHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1054 ***********************************************************************
 DN1054  DESIGNATION -  BUTANE
 DN1054  PID         -  DN1054
 DN1054  STATE/COUNTY-  TX/FANNIN
 DN1054  USGS QUAD   -  BONHAM (1984)
 DN1054
 DN1054                         *CURRENT SURVEY CONTROL
 DN1054  ___________________________________________________________________
 DN1054* NAD 83(1993)-  33 34 37.57735(N)    096 07 50.11553(W)     ADJUSTED  
 DN1054* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 DN1054  ___________________________________________________________________
 DN1054  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DN1054  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DN1054
 DN1054  HORZ ORDER  -  THIRD
 DN1054
 DN1054.The horizontal coordinates were established by classical geodetic methods
 DN1054.and adjusted by the National Geodetic Survey in February 1996..
 DN1054
 DN1054.The orthometric height was scaled from a topographic map.
 DN1054
 DN1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1054
 DN1054.The geoid height was determined by GEOID03.
 DN1054
 DN1054;                    North         East     Units Scale Factor Converg.
 DN1054;SPC TXNC     - 2,214,332.417   819,938.984   MT  0.99991456   +1 17 32.2
 DN1054;SPC TXNC     - 7,264,855.60  2,690,083.15   sFT  0.99991456   +1 17 32.2
 DN1054;UTM  14      - 3,718,958.063   766,333.467   MT  1.00047459   +1 35 16.4
 DN1054
 DN1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1054!SPC TXNC     -   0.99997381  x   0.99991456  =   0.99988837
 DN1054!UTM  14      -   0.99997381  x   1.00047459  =   1.00044839
 DN1054
 DN1054|---------------------------------------------------------------------|
 DN1054| PID    Reference Object                     Distance      Geod. Az  |
 DN1054|                                                           dddmmss.s |
 DN1054| CX9079 BUTANE RM 1                          22.328 METERS 01443     |
 DN1054| CX9078 BUTANE AZ MK                                       2450457.4 |
 DN1054| CX9080 BUTANE RM 2                          14.472 METERS 28909     |
 DN1054|---------------------------------------------------------------------|
 DN1054
 DN1054                          SUPERSEDED SURVEY CONTROL
 DN1054
 DN1054  NAD 83(1993)-  33 34 37.57914(N)    096 07 50.11391(W) AD(       ) 3
 DN1054  NAD 83(1986)-  33 34 37.58448(N)    096 07 50.10590(W) AD(       ) 3
 DN1054  NAD 27      -  33 34 37.20100(N)    096 07 49.19000(W) AD(       ) 3
 DN1054
 DN1054.Superseded values are not recommended for survey control.
 DN1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1054.See file dsdata.txt to determine how the superseded data were derived.
 DN1054
 DN1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6633318958(NAD 83)
 DN1054_MARKER: DS = TRIANGULATION STATION DISK
 DN1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1054
 DN1054  HISTORY     - Date     Condition        Report By
 DN1054  HISTORY     - 1955     MONUMENTED       CGS
 DN1054  HISTORY     - 1957     GOOD             CGS
 DN1054  HISTORY     - 19940413 POOR             USPSQD
 DN1054  HISTORY     - 20020718 POOR             INDIV
 DN1054
 DN1054                          STATION DESCRIPTION
 DN1054
 DN1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1054'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF DODD CITY, 2.5
 DN1054'MILES EAST OF THE CENTER OF BONHAM AND ON THE NORTH SIDE OF
 DN1054'U.S. HIGHWAY 82.
 DN1054'
 DN1054'THE STATION MARK IS A STANDARD DISK STAMPED BUTANE 1955 SET
 DN1054'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 DN1054'3 INCHES ABOVE THE GROUND.  THE MARK IS 72.0 FEET SOUTHEAST
 DN1054'OF THE GATE LEADING INTO THE CRITTENDEN BUTANE LOT, 64.5 FEET
 DN1054'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 82 AND 42.0 FEET WEST
 DN1054'OF THE CENTERLINE OF A SIDE ROAD LEADING NORTH.
 DN1054'
 DN1054'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BUTANE
 DN1054'NO 1 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 DN1054'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS 36.0
 DN1054'FEET EAST OF THE GATE LEADING INTO THE CRITTENDEN BUTANE LOT,
 DN1054'27.0 FEET WEST OF THE CENTERLINE OF THE SIDE ROAD LEADING
 DN1054'NORTH AND IT IS AT THE STATION ELEVATION.
 DN1054'
 DN1054'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BUTANE
 DN1054'NO 2 1955 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 DN1054'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  THE MARK IS 87.0
 DN1054'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 82, 57.0 FEET
 DN1054'SOUTH OF THE GATE LEADING INTO THE CRITTENDEN BUTANE LOT AND
 DN1054'IT IS AT THE STATION ELEVATION.
 DN1054'
 DN1054'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUTANE 1955 SET
 DN1054'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 DN1054'5 INCHES ABOVE THE GROUND.  THE MARK IS 45.0 FEET SOUTH OF
 DN1054'THE CENTERLINE OF U.S. HIGHWAY 82 AND 3.0 FEET NORTH OF A
 DN1054'FENCE CORNER.
 DN1054'
 DN1054'TO REACH THE STATION FROM THE COUNTY COURT HOUSE IN BONHAM GO
 DN1054'EAST ON U.S. HIGHWAY 82 FOR 2.5 MILES TO THE AZIMUTH MARK
 DN1054'ON THE RIGHT AS DESCRIBED.  FROM THE AZIMUTH MARK CONTINUE
 DN1054'EAST ON U.S. HIGHWAY 82 FOR 0.35 MILE TO THE STATION ON THE
 DN1054'LEFT AS DESCRIBED.
 DN1054'
 DN1054'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 DN1054
 DN1054                          STATION RECOVERY (1957)
 DN1054
 DN1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1054'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 DN1054'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DN1054'PROCEEDING TO STATION SITE ARE CORRECT.
 DN1054
 DN1054                          STATION RECOVERY (1994)
 DN1054
 DN1054'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1054'MARK RECOVERED IN POOR CONDITION.
 DN1054
 DN1054                          STATION RECOVERY (2002)
 DN1054
 DN1054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1054'RECOVERED AS LAST DESCRIBED IN 1994.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2676 ***********************************************************************
 BY2676  DESIGNATION -  BUTCHER
 BY2676  PID         -  BY2676
 BY2676  STATE/COUNTY-  TX/NACOGDOCHES
 BY2676  USGS QUAD   -  TRAWICK (1984)
 BY2676
 BY2676                         *CURRENT SURVEY CONTROL
 BY2676  ___________________________________________________________________
 BY2676* NAD 83(1993)-  31 45 38.22638(N)    094 39 02.31258(W)     ADJUSTED  
 BY2676* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 BY2676  ___________________________________________________________________
 BY2676  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BY2676  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BY2676
 BY2676  HORZ ORDER  -  THIRD
 BY2676
 BY2676.The horizontal coordinates were established by classical geodetic methods
 BY2676.and adjusted by the National Geodetic Survey in February 1996..
 BY2676
 BY2676.The orthometric height was scaled from a topographic map.
 BY2676
 BY2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2676
 BY2676.The geoid height was determined by GEOID03.
 BY2676
 BY2676;                    North         East     Units Scale Factor Converg.
 BY2676;SPC TX C     - 3,245,881.066 1,238,115.125   MT  0.99996934   +2 55 36.9
 BY2676;SPC TX C     -10,649,194.80  4,062,049.37   sFT  0.99996934   +2 55 36.9
 BY2676;SPC TXNC     - 2,017,100.365   964,643.377   MT  1.00012405   +2 05 57.9
 BY2676;SPC TXNC     - 6,617,770.11  3,164,834.15   sFT  1.00012405   +2 05 57.9
 BY2676;UTM  15      - 3,515,088.040   343,674.575   MT  0.99990140   -0 52 08.5
 BY2676
 BY2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2676!SPC TX C     -   0.99997956  x   0.99996934  =   0.99994890
 BY2676!SPC TXNC     -   0.99997956  x   1.00012405  =   1.00010361
 BY2676!UTM  15      -   0.99997956  x   0.99990140  =   0.99988096
 BY2676
 BY2676:                Primary Azimuth Mark                     Grid Az
 BY2676:SPC TX C     -  BUTCHER AZ MK                            092 28 41.5
 BY2676:SPC TXNC     -  BUTCHER AZ MK                            093 18 20.5
 BY2676:UTM  15      -  BUTCHER AZ MK                            096 16 26.9
 BY2676
 BY2676|---------------------------------------------------------------------|
 BY2676| PID    Reference Object                     Distance      Geod. Az  |
 BY2676|                                                           dddmmss.s |
 BY2676| CV8176 BUTCHER AZ MK                                      0952418.4 |
 BY2676| CV8177 BUTCHER RM 1                         32.470 METERS 10141     |
 BY2676| CV8178 BUTCHER RM 2                         33.949 METERS 21157     |
 BY2676| BY2694 TEXAS ILL NATL GAS CO RELAY TR      APPROX.15.2 KM 2721625.8 |
 BY2676| BY2692 HUMBLE OIL COMPANY RADIO MAST       APPROX.10.8 KM 2871333.4 |
 BY2676|---------------------------------------------------------------------|
 BY2676
 BY2676                          SUPERSEDED SURVEY CONTROL
 BY2676
 BY2676  NAD 83(1986)-  31 45 38.23733(N)    094 39 02.30053(W) AD(       ) 3
 BY2676  NAD 27      -  31 45 37.60360(N)    094 39 01.54540(W) AD(       ) 3
 BY2676
 BY2676.Superseded values are not recommended for survey control.
 BY2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2676.See file dsdata.txt to determine how the superseded data were derived.
 BY2676
 BY2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR4367515088(NAD 83)
 BY2676_MARKER: DS = TRIANGULATION STATION DISK
 BY2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2676
 BY2676  HISTORY     - Date     Condition        Report By
 BY2676  HISTORY     - 1958     MONUMENTED       CGS
 BY2676  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2676
 BY2676                          STATION DESCRIPTION
 BY2676
 BY2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2676'THE STATION IS LOCATED ABOUT 12 MILES EAST-SOUTHEAST OF CUSHING,
 BY2676'11 MILES SOUTH OF MT. ENTERPRISE AND 4 MILES NORTHWEST OF
 BY2676'APPLEBY.  IT IS 89 FEET EAST OF A POWERLINE POLE WITH A
 BY2676'TRANSFORMER ON IT, 33 FEET SOUTH OF THE CENTER OF A DIRT
 BY2676'ROAD AND 18 FEET SOUTH OF A FENCE.  THE MARK IS SET FLUSH WITH
 BY2676'THE SURFACE OF THE GROUND AND IS STAMPED BUTCHER 1958.
 BY2676'
 BY2676'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE CENTER OF A DIRT
 BY2676'ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES
 BY2676'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED BUTCHER NO 1
 BY2676'1958.
 BY2676'
 BY2676'REFERENCE MARK NO. 2 IS 83 FEET EAST-SOUTHEAST OF A FENCE CORNER
 BY2676'AND 71 FEET WEST-SOUTHWEST OF AN 8-INCH LONE PINE TREE.  THE
 BY2676'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 BY2676'BUTCHER NO 2 1958.
 BY2676'
 BY2676'AZIMUTH MARK IS 65 FEET EAST OF THE CENTER OF A DRIVEWAY, 30
 BY2676'FEET NORTH OF THE CENTER OF A DIRT ROAD, 1 FOOT SOUTH OF A
 BY2676'POWERLINE POLE AND 1 FOOT SOUTHWEST OF A WHITE WITNESS POST.
 BY2676'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 BY2676'AND IS STAMPED BUTCHER 1958.
 BY2676'
 BY2676'USGS BENCH MARK RH 16 IS A STANDARD U.S. GEOLOGICAL SURVEY
 BY2676'BENCH MARK SET IN THE TOP OF A 6 IN X 6 IN CONCRETE POST.
 BY2676'IT IS 88 FEET EAST OF A THREE-WAY FENCE CORNER, 56 FEET WEST
 BY2676'OF TWO 20-INCH TREES AND 3 FEET SOUTH OF A FENCE.  THE MARK
 BY2676'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 BY2676'STAMPED RH 16 1947.
 BY2676'
 BY2676'TO REACH THE STATION FROM THE POST OFFICE IN MT ENTERPRISE,
 BY2676'GO EAST ON U.S. HIGHWAY NO. 84 FOR 1/2 BLOCK TO JUNCTION
 BY2676'WITH STATE HIGHWAY NO. 26, TURN RIGHT AND GO SOUTH ON STATE
 BY2676'HIGHWAY NO. 26 FOR 10.75 MILES TO A DIRT CROSSROAD (ABOUT
 BY2676'0.25 MILE NORTH OF THE JUNCTION WITH STATE HIGHWAY NO. 204)
 BY2676'TURN LEFT AND GO EASTERLY ON DIRT ROAD FOR 0.85 MILE TO A
 BY2676'FORK, TAKE RIGHT FORK AND CONTINUE EASTERLY FOR 1.05 MILES
 BY2676'TO THE SUMMIT OF A HILL AND THE STATION ON RIGHT.
 BY2676'
 BY2676'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EASTERLY
 BY2676'ON DIRT ROAD FOR 0.35 MILE TO THE MARK ON LEFT.
 BY2676'
 BY2676'TO REACH USGS BENCH MARK RH 16 FROM THE STATION, WALK NORTHWESTERLY,
 BY2676'DOWNHILL, ACROSS OPEN FIELD ABOUT 0.1 MILE TO THE MARK.
 BY2676'
 BY2676'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 BY2676
 BY2676                          STATION RECOVERY (1998)
 BY2676
 BY2676'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0448 ***********************************************************************
 BA0448  DESIGNATION -  BUTCHERKNIFE
 BA0448  PID         -  BA0448
 BA0448  STATE/COUNTY-  TX/BREWSTER
 BA0448  USGS QUAD   -  BUCK HILL (1983)
 BA0448
 BA0448                         *CURRENT SURVEY CONTROL
 BA0448  ___________________________________________________________________
 BA0448* NAD 83(1993)-  29 50 12.94070(N)    103 35 34.70802(W)     ADJUSTED  
 BA0448* NAVD 88     -      1240.     (meters)    4068.     (feet)  SCALED    
 BA0448  ___________________________________________________________________
 BA0448  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BA0448  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 BA0448
 BA0448  HORZ ORDER  -  SECOND
 BA0448
 BA0448.The horizontal coordinates were established by classical geodetic methods
 BA0448.and adjusted by the National Geodetic Survey in February 1996..
 BA0448
 BA0448.The orthometric height was scaled from a topographic map.
 BA0448
 BA0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0448
 BA0448.The geoid height was determined by GEOID03.
 BA0448
 BA0448;                    North         East     Units Scale Factor Converg.
 BA0448;SPC TXSC     - 4,230,768.071   156,276.033   MT  0.99990150   -2 15 00.6
 BA0448;SPC TXSC     -13,880,444.91    512,715.62   sFT  0.99990150   -2 15 00.6
 BA0448;UTM  13      - 3,301,546.395   635,932.629   MT  0.99982798   +0 42 00.5
 BA0448
 BA0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0448!SPC TXSC     -   0.99980859  x   0.99990150  =   0.99971011
 BA0448!UTM  13      -   0.99980859  x   0.99982798  =   0.99963661
 BA0448
 BA0448|---------------------------------------------------------------------|
 BA0448| PID    Reference Object                     Distance      Geod. Az  |
 BA0448|                                                           dddmmss.s |
 BA0448| CH8504 BUTCHERKNIFE RM 1                     5.153 METERS 00413     |
 BA0448| CH8503 BUTCHERKNIFE AZ MK                                 0543116.5 |
 BA0448| CH8505 BUTCHERKNIFE RM 2                     4.928 METERS 09601     |
 BA0448| BA0447 CEN OF CAIRN NR BUTCHERKNIFE          3.658 METERS 28439     |
 BA0448|---------------------------------------------------------------------|
 BA0448
 BA0448                          SUPERSEDED SURVEY CONTROL
 BA0448
 BA0448  NAD 83(1986)-  29 50 12.93465(N)    103 35 34.70849(W) AD(       ) 2
 BA0448  NAD 27      -  29 50 12.29200(N)    103 35 33.07100(W) AD(       ) 2
 BA0448
 BA0448.Superseded values are not recommended for survey control.
 BA0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0448.See file dsdata.txt to determine how the superseded data were derived.
 BA0448
 BA0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP3593301546(NAD 83)
 BA0448_MARKER: DD = SURVEY DISK
 BA0448_SETTING: 66 = SET IN ROCK OUTCROP
 BA0448
 BA0448  HISTORY     - Date     Condition        Report By
 BA0448  HISTORY     - 1943     MONUMENTED       CGS
 BA0448
 BA0448                          STATION DESCRIPTION
 BA0448
 BA0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0448'THE STATION IS LOCATED ABOUT 38 MILES, AIR LINE, S OF ALPINE,
 BA0448'34 MILES SW OF MARATHON, 9 MILES E OF THE 02 RANCH HEADQUARTERS,
 BA0448'AND 1 MILE W OF THE ALPINE-TERLINGUA HIGHWAY.  IT IS ON THE N
 BA0448'END OF BUTCHERKNIFE HILLS AND ABOUT 75 YARDS N OF A CONCRETE
 BA0448'STOCK TANK.
 BA0448'
 BA0448'THE STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BA0448'IN OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BA0448'IT IS STAMPED BUTCHERKNIFE 1943.
 BA0448'
 BA0448'NO UNDERGROUND MARK WAS ESTABLISHED.
 BA0448'
 BA0448'REFERENCE MARK NO. 1 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BA0448'IN OUTCROPPING BEDROCK WHICH PROJECTS 12 INCHES ABOVE THE GROUND
 BA0448'AND IS 2 FEET HIGHER THAN THE STATION MARK.  IT IS STAMPED
 BA0448'BUTCHERKNIFE NO. 1 1943.
 BA0448'
 BA0448'REFERENCE MARK NO. 2 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BA0448'IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE GROUND
 BA0448'AND IS THE SAME HEIGHT AS THE STATION MARK.  IT IS STAMPED
 BA0448'BUTCHERKNIFE NO. 2 1943.
 BA0448'
 BA0448'THE AZIMUTH MARK IS NE BY E 1-1/4 MILES, ON THE E SIDE OF THE
 BA0448'ALPINE-TERLINGUA HIGHWAY, ABOUT 1 FOOT W OF THE FENCE LINE.
 BA0448'THIS IS 6.75 MILES S OF THE 02 RANCH TURN-OFF AND 0.2 MILE
 BA0448'N OF GATE MENTIONED BELOW WHERE THE TURN IS MADE OFF THE MAIN
 BA0448'HIGHWAY TO THE STATION.  THE MARK IS A BRONZE U.S.C. AND G.S.
 BA0448'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BA0448'2 INCHES.  IT IS STAMPED Y 707 1943.
 BA0448'
 BA0448'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 BA0448'
 BA0448'TO REACH FROM THE SOUTHERN PACIFIC DEPOT IN ALPINE, GO E ON
 BA0448'U.S. HIGHWAY 90 FOR 0.75 MILE TO GRANDVIEW AUTO CAMP.  TURN RIGHT,
 BA0448'S, ON THE TERLINGUA HIGHWAY AND GO SOUTHERLY 31.9 MILES TO A GATE
 BA0448'AND CATTLE GUARD ON THE RIGHT (02 RANCH ROAD).  CONTINUE
 BA0448'STRAIGHT AHEAD ON THE TERLINGUA HIGHWAY FOR 6.75 MILES.  (THE
 BA0448'AZIMUTH MARK, A U.S.C. AND G.S. B.M. IS ON THE LEFT SIDE OF THE
 BA0448'HIGHWAY.) CONTINUE 0.2 MILE TO A BOARD GATE ON THE RIGHT.
 BA0448'PASS THROUGH THE GATE AND GO SOUTHERLY ALONG THE W SIDE OF THE
 BA0448'FENCE FOR 0.5 MILE TO A DIM TRACK ROAD LEADING WESTERLY
 BA0448'TOWARD THE HILL WHICH IS THE STATION SITE.  TURN RIGHT AND
 BA0448'FOLLOW THE DIM TRACK ROAD AROUND THE S BASE OF THE HILL,
 BA0448'THENCE UP THE SW SLOPE FOR 1.4 MILES TO A CONCRETE WATER
 BA0448'TANK AND THE END OF TRUCK TRAVEL.  THE STATION IS ABOUT 75
 BA0448'YARDS TO THE N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1172 ***********************************************************************
 AJ1172  DESIGNATION -  BUTLER
 AJ1172  PID         -  AJ1172
 AJ1172  STATE/COUNTY-  TX/JIM WELLS
 AJ1172  USGS QUAD   -  ALICE NORTH (1963)
 AJ1172
 AJ1172                         *CURRENT SURVEY CONTROL
 AJ1172  ___________________________________________________________________
 AJ1172* NAD 83(1993)-  27 51 15.95778(N)    098 04 56.53662(W)     ADJUSTED  
 AJ1172* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 AJ1172  ___________________________________________________________________
 AJ1172  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AJ1172  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AJ1172
 AJ1172  HORZ ORDER  -  FIRST
 AJ1172
 AJ1172.The horizontal coordinates were established by classical geodetic methods
 AJ1172.and adjusted by the National Geodetic Survey in February 1996..
 AJ1172
 AJ1172.The orthometric height was scaled from a topographic map.
 AJ1172
 AJ1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1172
 AJ1172.The geoid height was determined by GEOID03.
 AJ1172
 AJ1172;                    North         East     Units Scale Factor Converg.
 AJ1172;SPC TX S     - 5,242,463.438   341,133.958   MT  1.00000541   +0 11 22.6
 AJ1172;SPC TX S     -17,199,648.80  1,119,203.66   sFT  1.00000541   +0 11 22.6
 AJ1172;UTM  14      - 3,081,415.356   590,346.715   MT  0.99970075   +0 25 43.6
 AJ1172
 AJ1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1172!SPC TX S     -   0.99999206  x   1.00000541  =   0.99999747
 AJ1172!UTM  14      -   0.99999206  x   0.99970075  =   0.99969281
 AJ1172
 AJ1172:                Primary Azimuth Mark                     Grid Az
 AJ1172:SPC TX S     -  ALICE JIM WELLS CO CTHSE FLAG            173 54 59.8
 AJ1172:UTM  14      -  ALICE JIM WELLS CO CTHSE FLAG            173 40 38.8
 AJ1172
 AJ1172|---------------------------------------------------------------------|
 AJ1172| PID    Reference Object                     Distance      Geod. Az  |
 AJ1172|                                                           dddmmss.s |
 AJ1172| AJ1173 ALICE JIM WELLS CO CTHSE FLAG       APPROX.11.3 KM 1740622.4 |
 AJ1172| AJ1185 ALICE NEW MUNICIPAL TANK            APPROX.10.2 KM 1741429.9 |
 AJ1172| AJ1205 ALICE OLD MUNICIPAL TANK            APPROX.11.7 KM 1742434.4 |
 AJ1172| CV2993 BUTLER RM 1                          21.044 METERS 17832     |
 AJ1172| CV2994 BUTLER RM 2                          27.203 METERS 30050     |
 AJ1172| CV2992 BUTLER AZ MK                                       3381836.4 |
 AJ1172|---------------------------------------------------------------------|
 AJ1172
 AJ1172                          SUPERSEDED SURVEY CONTROL
 AJ1172
 AJ1172  NAD 83(1986)-  27 51 15.96453(N)    098 04 56.51479(W) AD(       ) 1
 AJ1172  NAD 27      -  27 51 14.88200(N)    098 04 55.50700(W) AD(       ) 1
 AJ1172
 AJ1172.Superseded values are not recommended for survey control.
 AJ1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1172.See file dsdata.txt to determine how the superseded data were derived.
 AJ1172
 AJ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9034781415(NAD 83)
 AJ1172_MARKER: DS = TRIANGULATION STATION DISK
 AJ1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1172
 AJ1172  HISTORY     - Date     Condition        Report By
 AJ1172  HISTORY     - 1953     MONUMENTED       CGS
 AJ1172
 AJ1172                          STATION DESCRIPTION
 AJ1172
 AJ1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1172'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF ALICE,
 AJ1172'0.2 MILE EAST OF U.S. HIGHWAY 281 AND IS ON THE FARM YARD
 AJ1172'OF MR. S.D. BUTLER.
 AJ1172'
 AJ1172'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND U.S.
 AJ1172'HIGHWAY 281 IN ALICE, GO NORTH ON U.S. HIGHWAY 281 FOR 7.15
 AJ1172'MILES TO A SIDE ROAD RIGHT WHICH LEADS TO A LARGE STONE
 AJ1172'RANCH HOUSE AND FARM YARD ON THE TOP OF A LOW FLAT HILL.
 AJ1172'TURN RIGHT, EAST, GO 0.15 MILE TO A GATE AND RANCH HOUSE ON
 AJ1172'THE LEFT.  PASS THROUGH THE GATE, TURN LEFT GO 0.05 MILE
 AJ1172'TO A CHICKEN YARD.  TURN RIGHT, EAST, GO 0.05 MILE TO THE
 AJ1172'NORTHEAST CORNER OF THE FARM YARD AND THE STATION SITE.
 AJ1172'
 AJ1172'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.
 AJ1172'
 AJ1172'THE STATION MARK IS STAMPED BUTLER 1953, AND IS SET FLUSH
 AJ1172'WITH THE GROUND SURFACE.  THE MARK IS LOCATED 47 FEET SOUTH OF
 AJ1172'THE NORTHEAST CORNER OF THE FARM YARD.  16 FEET SOUTH OF
 AJ1172'A WHITE WITNESS POST.  AND 2 FEET WEST OF A NORTH - SOUTH
 AJ1172'FENCE LINE.
 AJ1172'
 AJ1172'REFERENCE MARK NO. 1 IS STAMPED BUTLER NO 1 1953, AND IT IS
 AJ1172'SET FLUSH WITH THE GROUND SURFACE.  THE MARK IS LOCATED 21
 AJ1172'FEET SOUTHEAST OF A TREE AND 1 FOOT WEST OF A NORTH - SOUTH
 AJ1172'FENCE LINE.
 AJ1172'
 AJ1172'REFERENCE MARK NO. 2 IS STAMPED BUTLER NO 2 1953, AND IT IS
 AJ1172'SET FLUSH WITH THE GROUND SURFACE.  THE MARK IS LOCATED 54
 AJ1172'FEET NORTHEAST OF THE NORTHEAST CORNER OF A CHICKEN HOUSE,
 AJ1172'AND 1 FOOT SOUTH OF AN EAST - WEST FENCE LINE.
 AJ1172'
 AJ1172'THE AZIMUTH MARK IS STAMPED BUTLER 1953, AND IT PROJECTS
 AJ1172'4 INCHES.  THE MARK IS LOCATED 0.5 MILE NORTH-NORTHWEST OF
 AJ1172'THE STATION.  24 FEET EAST OF A FENCE CORNER AND EAST
 AJ1172'RIGHT-OF-WAY FENCE LINE OF U.S. HIGHWAY 281.  21 FEET
 AJ1172'NORTHEAST OF THE NORTH GATE POST OF A METAL GATE WHICH HAS
 AJ1172'THE NAME ROBERT SLOAN ON IT.  4 FEET WEST OF A WHITE WITNESS
 AJ1172'POST.  AND 1 FOOT SOUTH OF AN EAST - WEST FENCE LINE.
 AJ1172'
 AJ1172'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO U.S.
 AJ1172'HIGHWAY 281 BY ROUTE DESCRIBED.  TURN RIGHT, NORTH, ON U.S.
 AJ1172'HIGHWAY 281 AND GO 0.5 MILE TO A SIDE ROAD RIGHT AND A METAL
 AJ1172'GATE WITH WHITE WOODEN WINGS.  TURN RIGHT, EAST, PASS THROUGH
 AJ1172'THE GATE, THE AZIMUTH MARK IS ON THE LEFT.
 AJ1172'
 AJ1172'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6625 ***********************************************************************
 AW6625  DESIGNATION -  BUTLER
 AW6625  PID         -  AW6625
 AW6625  STATE/COUNTY-  TX/HARRIS
 AW6625  USGS QUAD   -  BELLAIRE (1995)
 AW6625
 AW6625                         *CURRENT SURVEY CONTROL
 AW6625  ___________________________________________________________________
 AW6625* NAD 83(1993)-  29 38 12.80996(N)    095 29 15.54100(W)     ADJUSTED  
 AW6625* NAVD 88     -        20.9    (meters)      69.     (feet)  VERTCON   
 AW6625  ___________________________________________________________________
 AW6625  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AW6625  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW6625
 AW6625  HORZ ORDER  -  FIRST
 AW6625
 AW6625.The horizontal coordinates were established by classical geodetic methods
 AW6625.and adjusted by the National Geodetic Survey in February 1996..
 AW6625
 AW6625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6625
 AW6625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6625
 AW6625.The geoid height was determined by GEOID03.
 AW6625
 AW6625;                    North         East     Units Scale Factor Converg.
 AW6625;SPC TXSC     - 4,204,989.044   940,027.567   MT  0.99987708   +1 43 14.7
 AW6625;SPC TXSC     -13,795,868.22  3,084,073.78   sFT  0.99987708   +1 43 14.7
 AW6625;UTM  15      - 3,281,137.531   259,164.306   MT  1.00031572   -1 13 50.7
 AW6625
 AW6625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6625!SPC TXSC     -   1.00000100  x   0.99987708  =   0.99987808
 AW6625!UTM  15      -   1.00000100  x   1.00031572  =   1.00031673
 AW6625
 AW6625:                Primary Azimuth Mark                     Grid Az
 AW6625:SPC TXSC     -  BUTLER AZ MK                             056 09 40.9
 AW6625:UTM  15      -  BUTLER AZ MK                             059 06 46.3
 AW6625
 AW6625|---------------------------------------------------------------------|
 AW6625| PID    Reference Object                     Distance      Geod. Az  |
 AW6625|                                                           dddmmss.s |
 AW6625| CV6979 BUTLER AZ MK                                       0575255.6 |
 AW6625| CV6980 BUTLER RM 1                          24.789 METERS 16249     |
 AW6625| CV6981 BUTLER RM 2                          19.289 METERS 34215     |
 AW6625|---------------------------------------------------------------------|
 AW6625
 AW6625                          SUPERSEDED SURVEY CONTROL
 AW6625
 AW6625  NAD 83(1986)-  29 38 12.82375(N)    095 29 15.52237(W) AD(       ) 1
 AW6625  NAD 27      -  29 38 11.98621(N)    095 29 14.72991(W) AD(       ) 1
 AW6625  NGVD 29 (07/19/86)   20.9    (m)           69.     (f) VERT ANG       
 AW6625
 AW6625.Superseded values are not recommended for survey control.
 AW6625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6625.See file dsdata.txt to determine how the superseded data were derived.
 AW6625
 AW6625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5916481138(NAD 83)
 AW6625_MARKER: DS = TRIANGULATION STATION DISK
 AW6625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6625
 AW6625  HISTORY     - Date     Condition        Report By
 AW6625  HISTORY     - 1968     MONUMENTED       CGS
 AW6625  HISTORY     - 1983     GOOD             LOCSUR
 AW6625  HISTORY     - 1987     GOOD             USPSQD
 AW6625  HISTORY     - 19931112 GOOD             USPSQD
 AW6625
 AW6625                          STATION DESCRIPTION
 AW6625
 AW6625'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6625'THE STATION IS LOCATED IN THE SOUTHWEST PART OF HOUSTON, ON THE
 AW6625'SOUTH SIDE OF U.S. HIGHWAY 90A AND AT THE J. K. BUTLER STADIUM.
 AW6625'
 AW6625'TO REACH THE STATION FROM THE JUNCTION OF SOUTH POST OAK ROAD AND
 AW6625'U.S. HIGHWAY 90A (SOUTH MAIN STREET) AT THE SOUTHWEST EDGE OF
 AW6625'HOUSTON, GO WEST-SOUTHWEST OF 90A FOR 1.15 MILES TO THE AZIMUTH
 AW6625'MARK ON THE LEFT.  CONTINUE FOR 0.1 MILE TO CHIMNEY ROCK ROAD ON
 AW6625'THE RIGHT.  CONTINUE ON 90A FOR 0.2 MILE TO 5152 0506 (HCS) MARK ON
 AW6625'THE LEFT.  CONTINUE FOR 0.1 MILE TO THE EAST ENTRANCE GATE TO THE
 AW6625'STADIUM GROUNDS ON THE LEFT.  TURN LEFT INTO THE PARKING AREA AND GO
 AW6625'SOUTHWEST FOR 0.1 MILE TO THE NORTHEAST CORNER OF A
 AW6625'CONCRETE WALL AROUND THE FIELD AND THE STATION.
 AW6625'
 AW6625'THE STATION MARK IS A STANDARD DISK STAMPED BUTLER 1968, SET IN THE
 AW6625'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6625'THE GROUND.  IT IS 54.7 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 AW6625'CONCRETE WALL AND A CHAIN LINK FENCE, 32.7 FEET SOUTH-SOUTHEAST OF
 AW6625'THE NORTHEAST CORNER OF THE CONCRETE WALL, 23 FEET WEST OF A
 AW6625'NORTH-SOUTH CONCRETE CURBING AND 17.4 FEET EAST OF THE EAST FACE
 AW6625'OF THE CONCRETE WALL.
 AW6625'
 AW6625'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BUTLER NO 1 1968,
 AW6625'CEMENTED IN A DRILL HOLE IN THE NORTH-SOUTH CONCRETE CURBING.  THE
 AW6625'CURB PROJECTS 6 INCHES ABOVE THE PAVED AREA.  IT IS 37.1 FEET
 AW6625'NORTH-NORTHEAST OF THE CENTER OF A GATE, 27.4 FEET EAST-SOUTHEAST
 AW6625'OF THE NORTHEAST CORNER OF THE CHAIN LINK FENCE AND 20 FEET EAST
 AW6625'OF THE CHAIN LINK FENCE.
 AW6625'
 AW6625'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BUTLER NO 2 1968,
 AW6625'CEMENTED IN A DRILL HOLE IN AN EAST-WEST CONCRETE CURBING.  THE
 AW6625'CURB PROJECTS 6 INCHES ABOVE THE PAVED AREA.  IT IS 32 FEET
 AW6625'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE WALL AND
 AW6625'30 FEET NORTH OF THE NORTH FACE OF THE CONCRETE WALL.
 AW6625'
 AW6625'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 144.60 FEET OR (44.074)
 AW6625'METERS.
 AW6625'
 AW6625'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUTLER 1968, SET IN
 AW6625'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6625'6 INCHES ABOVE THE GROUND.  IT IS 63 FEET SOUTHEAST OF THE CENTER
 AW6625'OF THE EAST BOUND TRAFFIC LANES, 3 FEET WEST OF POWER LINE POLE
 AW6625'NUMBER 4814, 1.8 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND
 AW6625'1 FOOT NORTH-NORTHWEST OF A WIRE FENCE.
 AW6625'
 AW6625'5152 0506 (HCS) IS A HOUSTON CITY SURVEY TRIANGULATION STATION BRONZE
 AW6625'DISK STAMPED 5152 0506, SET IN THE TOP OF A 9-INCH CYLINDRICAL
 AW6625'CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE GROUND SURFACE.  IT
 AW6625'IS 51 FEET NORTH-NORTHWEST OF THE CENTER OF THE EAST BOUND TRAFFIC
 AW6625'LANES OF U.S. HIGHWAY 90A, 35 FEET WEST-SOUTHWEST OF THE CENTER
 AW6625'OF A CROSS OVER ROAD, 27 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 AW6625'THE WEST BOUND TRAFFIC LANES OF THE HIGHWAY AND 17.7 FEET SOUTHWEST
 AW6625'OF THE NORTHWEST CORNER OF THE CROSS OVER ROAD WHERE ITS MEETS
 AW6625'THE PAVEMENT.
 AW6625'
 AW6625'HEIGHT OF LIGHT ABOVE STATION MARK 29.3 METERS.
 AW6625'
 AW6625'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 AW6625
 AW6625                          STATION RECOVERY (1983)
 AW6625
 AW6625'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AW6625'STATION FOUND IN GOOD CONDITION.
 AW6625'
 AW6625'AZIMUTH MARK NOT VISIBLE FROM STATION.
 AW6625'
 AW6625'AZIMUTH MARK FOUND IN GOOD CONDITION.
 AW6625
 AW6625                          STATION RECOVERY (1987)
 AW6625
 AW6625'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6625'RECOVERED IN GOOD CONDITION.
 AW6625
 AW6625                          STATION RECOVERY (1993)
 AW6625
 AW6625'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3124 ***********************************************************************
 CS3124  DESIGNATION -  BUTTE
 CS3124  PID         -  CS3124
 CS3124  STATE/COUNTY-  TX/JOHNSON
 CS3124  USGS QUAD   -  BRAZOS POINT (1979)
 CS3124
 CS3124                         *CURRENT SURVEY CONTROL
 CS3124  ___________________________________________________________________
 CS3124* NAD 83(1993)-  32 13 44.94675(N)    097 34 59.04968(W)     ADJUSTED  
 CS3124* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 CS3124  ___________________________________________________________________
 CS3124  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 CS3124  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS3124
 CS3124  HORZ ORDER  -  SECOND
 CS3124
 CS3124.The horizontal coordinates were established by classical geodetic methods
 CS3124.and adjusted by the National Geodetic Survey in February 1996..
 CS3124
 CS3124.The orthometric height was scaled from a topographic map.
 CS3124
 CS3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3124
 CS3124.The geoid height was determined by GEOID03.
 CS3124
 CS3124;                    North         East     Units Scale Factor Converg.
 CS3124;SPC TXNC     - 2,062,752.617   686,424.203   MT  0.99997484   +0 30 00.3
 CS3124;SPC TXNC     - 6,767,547.54  2,252,043.41   sFT  0.99997484   +0 30 00.3
 CS3124;SPC TX C     - 3,287,294.124   959,235.083   MT  1.00011123   +1 24 59.6
 CS3124;SPC TX C     -10,785,064.14  3,147,090.43   sFT  1.00011123   +1 24 59.6
 CS3124;UTM  14      - 3,566,716.425   633,508.653   MT  0.99981981   +0 45 20.8
 CS3124
 CS3124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3124!SPC TXNC     -   0.99996369  x   0.99997484  =   0.99993853
 CS3124!SPC TX C     -   0.99996369  x   1.00011123  =   1.00007492
 CS3124!UTM  14      -   0.99996369  x   0.99981981  =   0.99978351
 CS3124
 CS3124|---------------------------------------------------------------------|
 CS3124| PID    Reference Object                     Distance      Geod. Az  |
 CS3124|                                                           dddmmss.s |
 CS3124| CX9083 BUTTE RM 1                           13.228 METERS 09531     |
 CS3124| CX9081 BUTTE AZ MK                                        2822206.2 |
 CS3124| CX9082 BUTTE AZ MK 2                                      2830601.1 |
 CS3124| CX9084 BUTTE RM 2                            9.222 METERS 34553     |
 CS3124|---------------------------------------------------------------------|
 CS3124
 CS3124                          SUPERSEDED SURVEY CONTROL
 CS3124
 CS3124  NAD 83(1986)-  32 13 44.95220(N)    097 34 59.02847(W) AD(       ) 2
 CS3124  NAD 27      -  32 13 44.43100(N)    097 34 57.94100(W) AD(       ) 2
 CS3124
 CS3124.Superseded values are not recommended for survey control.
 CS3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3124.See file dsdata.txt to determine how the superseded data were derived.
 CS3124
 CS3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA3350966716(NAD 83)
 CS3124_MARKER: DS = TRIANGULATION STATION DISK
 CS3124_SETTING: 66 = SET IN ROCK OUTCROP
 CS3124
 CS3124  HISTORY     - Date     Condition        Report By
 CS3124  HISTORY     - 1944     MONUMENTED       CGS
 CS3124  HISTORY     - 1977     GOOD             NGS
 CS3124  HISTORY     - 19940329 MARK NOT FOUND   USPSQD
 CS3124
 CS3124                          STATION DESCRIPTION
 CS3124
 CS3124'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3124'STATION IS LOCATED ABOUT 3.5 MILES NNE OF BRAZOS POINT, 1.25
 CS3124'MILES NW OF BRAZOS VALLEY SCHOOL, 2.0 MILES NE OF THE BEND
 CS3124'IN THE BRAZOS RIVER, 0.25 MILE E OF STATE HIGHWAY 174, AND
 CS3124'ON THE SW EDGE OF A PROMINENT BUTTE OR HILL AT THE EXTREME
 CS3124'S END OF THE HIGH RIDGE BETWEEN GEORGE AND CAMP CREEKS.
 CS3124'
 CS3124'STATION MARK IS A BRONZE STATION DISK SET IN A ROCK LEDGE,
 CS3124'10 FEET E OF THE W EDGE OF THE RIDGE, AND 20 FEET S OF A
 CS3124'LARGE CEDAR TREE.  IT IS STAMPED BUTTE 1944 AND IS SET FLUSH.
 CS3124'
 CS3124'REFERENCE MARK 1 IS E OF THE STATION, SET IN THE S EDGE OF
 CS3124'THE RIDGE, AND 55 FEET E OF THE LARGE CEDAR TREE.  IT IS A
 CS3124'BRONZE REFERENCE DISK, STAMPED BUTTE NO 1 1944, AND SET IN
 CS3124'A ROCK SURFACE.
 CS3124'
 CS3124'REFERENCE MARK 2 IS NNE OF THE STATION, 2 FEET SE OF THE W
 CS3124'EDGE OF THE RIDGE, AND 15 FEET NNE OF THE LARGE CEDAR TREE.
 CS3124'IT IS A BRONZE REFERENCE DISK, STAMPED BUTTE NO 2 1944, AND
 CS3124'SET IN A ROCK SURFACE.
 CS3124'
 CS3124'AZIMUTH MARK IS ABOUT 0.3 MILE NW OF THE STATION, 30 FEET
 CS3124'N OF THE CENTER LINE OF STATE HIGHWAY 174, AND 2 FEET S OF
 CS3124'THE FENCE LINE.  IT IS A BRONZE AZIMUTH DISK, STAMPED BUTTE
 CS3124'1944, SET IN THE TOP OF A CONCRETE POST, AND PROJECTS ABOUT
 CS3124'6 INCHES.  TO REACH FROM THE STATION, GO BACK TO RANCH HOUSE,
 CS3124'TURN LEFT AND GO W ON STATE HIGHWAY 174 FOR 0.2 MILE TO THE
 CS3124'MARK ON THE RIGHT.
 CS3124'
 CS3124'TO REACH THE STATION FROM CLEBURNE, GO W ON COMBINED ROUTES
 CS3124'U.S. HIGHWAY 67 AND STATE HIGHWAY 174 FOR ABOUT 5.0 MILES
 CS3124'TO WHERE HIGHWAY 174 TURNS LEFT, BEAR LEFT IN A SW DIRECTION
 CS3124'ON STATE HIGHWAY 174 FOR 10.4 MILES TO A RANCH HOUSE ON THE
 CS3124'LEFT AND FARM ROAD LEFT AROUND THE W EDGE OF THE RIDGE ABOUT
 CS3124'0.2 MILE E OF HIGHWAY 174.  BEAR LEFT ON FARM ROAD FOR 0.25
 CS3124'MILE TO A DIM TRAIL ON THE LEFT THROUGH WIRE FENCE LEADING
 CS3124'E UPHILL TO THE TOP OF THE RIDGE AND STATION.  ABOUT A
 CS3124'5-MINUTE PACK.
 CS3124'
 CS3124'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 CS3124'
 CS3124'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CS3124
 CS3124                          STATION RECOVERY (1977)
 CS3124
 CS3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CS3124'THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2, WERE RECOVERED
 CS3124'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND IT
 CS3124'APPEARED THAT THE MARK HAD NOT BEEN DISTURBED FROM ITS ORIGINAL
 CS3124'POSITION.  WAS INFORMED BY THE HIGHWAY DEPARTMENT THAT THE AZIMUTH
 CS3124'MARK WOULD BE DESTROYED BY ROAD CONSTRUCTION.  ON COMPLETING
 CS3124'ESTABLISHING A NEW AZIMUTH MARK AND DETERMINING THE DIRECTION
 CS3124'FROM THE 1944 AZIMUTH MARK, WAS INFORMED BY A LOCAL SURVEYOR THAT
 CS3124'THE 1944 AZIMUTH MARK HAD BE FOUND LAYING UPTOP OF THE GROUND, BUT
 CS3124'HAD BEEN RESET BY AN UNKNOWN PARTY.
 CS3124'
 CS3124'STATION BRAZOS 1944 WAS RECOVERED AND WAS FOUND THAT IT WAS V.G. TO
 CS3124'STATION BUTTE 1944.  STATION BUTTE 1944 WAS RE-OCCUPIED USING
 CS3124'STATION BRAZOS 1944 TO CHECH THE DIRECTION TO THE NEW AZIMUTH MARK,
 CS3124'AND IT WAS FOUND THAT THE 1944 AZIMUTH MARK HAD BEEN MOVED FROM
 CS3124'ITS ORIGINAL POSITION.
 CS3124'
 CS3124'THE DIRECTION TO THE REFERENCE MARKS WERE VERIFIED, BUT A DIFFERENCE
 CS3124'WAS FOUND IN THE DISTANCE TO THE MARKS.
 CS3124'
 CS3124'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS3124'
 CS3124'THE STATION IS LOCATED 14 MILES SOUTHWEST OF CLEBURNE, 2-1/2 MILES
 CS3124'SOUTHWEST OF THE ENTRANCE TO THE CLEBURNE STATE PARK, AND ON THE
 CS3124'SOUTHWEST EDGE OF A LONE PROMINENT WOODED COVERED BUTTE.
 CS3124'
 CS3124'TO REACH THE STATION FROM THE CITY SQUARE IN CLEBURNE, GO
 CS3124'SOUTHWESTERLY ON U.S. HIGHWAY 67 FOR 6.0 MILES TO THE JUNCTION OF
 CS3124'PARK ROAD 21 ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON P 21 FOR
 CS3124'5.75 MILES TO THE ENTRANCE TO CLEBURNE STATE PARK ON THE RIGHT.
 CS3124'CONTINUE STRAIGHT AHEAD SOUTHWEST ON SURFACE ROAD FOR 1.1 MILES
 CS3124'TO A SURFACE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHWESTERLY ON
 CS3124'SURFACE ROAD FOR 2.2 MILES TO A TRACK ROAD AND GATE ON THE LEFT.  (
 CS3124'CONTINUE STRAIGHT AHEAD ON SURFACE ROAD FOR 0.2 MILE TO AZIMUTH
 CS3124'MARK ON THE RIGHT.) TURN LEFT ON TRACK ROAD, PASSING THROUGH
 CS3124'GATE AND GO SOUTHERLY FOR ABOUT 0.1 MILE TO AN OLD SHED, THE
 CS3124'REMAINS OF AN OLD SITE OF FARM HOME AND THE END OF TRUCK TRAVEL.
 CS3124'(A 4-WHEEL DRIVEVEHICLE CAN BE DRIVEN A SHORT DISTANCE
 CS3124'FURTHER BY FOLLOWING A TRACK ROAD SOUTHERLY ALONG A HIGH LINE.)
 CS3124'HERE FOLLOW A TRACK ROAD SOUTHERLY ALONG THE HIGH LINE, TO A
 CS3124'POINT YOU CAN LOOK TO YOUR LEFT TO THE TOP OF BUTTE AND SEE A ROCK
 CS3124'LEDGE.  HERE BEAR LEFT AND PICK WAY UP SLOPE OF BUTTE TO TOP OF
 CS3124'LEDGE AND STATION.
 CS3124'
 CS3124'STATION MARK IS A STANDARD DISK, SET IN A DRILL HOLE OF ROCK LEDGE
 CS3124'AND IS STAMPED BUTTE 1944.  IT IS 5 FEET NORTH OF THE SOUTHEDGE OF
 CS3124'LEDGE AND 10 FEET EAST OF THE WEST EDGE OF LEDGE.
 CS3124'
 CS3124'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A DRILL HOLE ON THE
 CS3124'WEST EDGE OF LEDGE AND IS STAMPED BUTTE NO 1 1944.  IT IS 6 FEET
 CS3124'EAST OF THE WEST EDGE OF LEDGE AND IS ABOUT THE SAME ELEVATION AS
 CS3124'THE STATION MARK.
 CS3124'
 CS3124'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 CS3124'BEDROCK, THAT IS FLUSH AND IS STAMPED BUTTE NO 2 1944.  IT IS 32
 CS3124'FEET NORTH-NORTHEAST OF THE SOUTHWEST EDGE OF LEDGE, 40 FEET EAST OF
 CS3124'THE WEST EDGE OF LEDGE AND IS ABOUT ONE FOOT HIGHER IN ELEVATION
 CS3124'THAN THE STATION MARK.
 CS3124'
 CS3124'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 CS3124'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED BUTTE 1944 1977.
 CS3124'IT IS LOCATED ON THE NORTHWEST EDGE OF THE NEW RIGHT-OF-WAY OF
 CS3124'ROAD, 10 FEET SOUTHWEST OF A HIGH LINE POLE, 2.6 FEET NORTHEAST OF
 CS3124'A FENCE CORNER, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST AND
 CS3124'1-FOOT SOUTHEAST OF THE FENCE LINE.
 CS3124'
 CS3124'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CLEBURNE 14 MILES
 CS3124'SW.
 CS3124
 CS3124                          STATION RECOVERY (1994)
 CS3124
 CS3124'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1086 ***********************************************************************
 CU1086  DESIGNATION -  BUTTE ET
 CU1086  PID         -  CU1086
 CU1086  STATE/COUNTY-  TX/HOWARD
 CU1086  USGS QUAD   -  HAYRICK MOUNTAIN (1963)
 CU1086
 CU1086                         *CURRENT SURVEY CONTROL
 CU1086  ___________________________________________________________________
 CU1086* NAD 83(1993)-  32 06 51.42388(N)    101 14 18.57507(W)     ADJUSTED  
 CU1086* NAVD 88     -       796.4    (meters)    2613.     (feet)  VERTCON   
 CU1086  ___________________________________________________________________
 CU1086  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CU1086  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 CU1086
 CU1086  HORZ ORDER  -  THIRD
 CU1086
 CU1086.The horizontal coordinates were established by classical geodetic methods
 CU1086.and adjusted by the National Geodetic Survey in February 1996..
 CU1086
 CU1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1086
 CU1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1086
 CU1086.The geoid height was determined by GEOID03.
 CU1086
 CU1086;                    North         East     Units Scale Factor Converg.
 CU1086;SPC TXNC     - 2,053,006.317   341,580.563   MT  1.00000533   -1 29 36.8
 CU1086;SPC TXNC     - 6,735,571.56  1,120,668.90   sFT  1.00000533   -1 29 36.8
 CU1086;SPC TX C     - 3,271,698.158   614,569.818   MT  1.00007021   -0 27 58.4
 CU1086;SPC TX C     -10,733,896.37  2,016,301.14   sFT  1.00007021   -0 27 58.4
 CU1086;UTM  14      - 3,555,297.302   288,801.509   MT  1.00015011   -1 11 25.6
 CU1086
 CU1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1086!SPC TXNC     -   0.99987893  x   1.00000533  =   0.99988426
 CU1086!SPC TX C     -   0.99987893  x   1.00007021  =   0.99994913
 CU1086!UTM  14      -   0.99987893  x   1.00015011  =   1.00002902
 CU1086
 CU1086:                Primary Azimuth Mark                     Grid Az
 CU1086:SPC TXNC     -  ROSS ET                                  254 26 19.8
 CU1086:SPC TX C     -  ROSS ET                                  253 24 41.4
 CU1086:UTM  14      -  ROSS ET                                  254 08 08.6
 CU1086
 CU1086|---------------------------------------------------------------------|
 CU1086| PID    Reference Object                     Distance      Geod. Az  |
 CU1086|                                                           dddmmss.s |
 CU1086| CU1089 ROSS ET                             APPROX. 4.8 KM 2525643.0 |
 CU1086|---------------------------------------------------------------------|
 CU1086
 CU1086                          SUPERSEDED SURVEY CONTROL
 CU1086
 CU1086  NAD 83(1986)-  32 06 51.42872(N)    101 14 18.56802(W) AD(       ) 3
 CU1086  NAD 27      -  32 06 50.97054(N)    101 14 17.12634(W) AD(       ) 3
 CU1086  NGVD 29 (07/19/86)  796.2    (m)         2612.     (f) VERT ANG       
 CU1086
 CU1086.Superseded values are not recommended for survey control.
 CU1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1086.See file dsdata.txt to determine how the superseded data were derived.
 CU1086
 CU1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA8880255297(NAD 83)
 CU1086_MARKER: DD = SURVEY DISK
 CU1086_SETTING: 0 = UNSPECIFIED SETTING
 CU1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU1086
 CU1086  HISTORY     - Date     Condition        Report By
 CU1086  HISTORY     - 1962     MONUMENTED       USGS
 CU1086
 CU1086                          STATION DESCRIPTION
 CU1086
 CU1086'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CU1086'STATION LOCATED ABOUT 7 MI. E. OF FORSAN, 1.0 MI. S. OF FARM ROAD
 CU1086'821, ON TOP OF A PROMINENT BUTTE.
 CU1086'
 CU1086'TO REACH FROM FORSAN, GO 1.3 MI., TURN LEFT AND FOLLOW FARM ROAD 821
 CU1086'EASTERLY 8.3 MI. TO GRAVEL RD. S. AT CREST OF HILL, TURN RIGHT AND GO
 CU1086'S. 1.0 MI. TO OIL WELL ON LEFT, STATION IS ON TOP OF HILL ABOUT 0.15
 CU1086'MI. TO THE E.
 CU1086'
 CU1086'STATION MARK--STANDARD ALUMINUM TABLET SET IN CONCRETE POST PROJECTING
 CU1086'0.4 FT., STAMPED ---BUTTE-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1172 ***********************************************************************
 CA1172  DESIGNATION -  BUTTER
 CA1172  PID         -  CA1172
 CA1172  STATE/COUNTY-  TX/RUNNELS
 CA1172  USGS QUAD   -  BUFFALO BLUFF (1987)
 CA1172
 CA1172                         *CURRENT SURVEY CONTROL
 CA1172  ___________________________________________________________________
 CA1172* NAD 83(1993)-  31 44 09.03494(N)    099 51 14.45120(W)     ADJUSTED  
 CA1172* NAVD 88     -       537.8    (meters)    1764.     (feet)  VERTCON   
 CA1172  ___________________________________________________________________
 CA1172  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 CA1172  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 CA1172
 CA1172  HORZ ORDER  -  SECOND
 CA1172
 CA1172.The horizontal coordinates were established by classical geodetic methods
 CA1172.and adjusted by the National Geodetic Survey in February 1996..
 CA1172
 CA1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1172
 CA1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1172
 CA1172.The geoid height was determined by GEOID03.
 CA1172
 CA1172;                    North         East     Units Scale Factor Converg.
 CA1172;SPC TX C     - 3,229,484.222   745,419.951   MT  0.99996371   +0 14 48.8
 CA1172;SPC TX C     -10,595,399.49  2,445,598.62   sFT  0.99996371   +0 14 48.8
 CA1172;UTM  14      - 3,511,473.642   419,102.032   MT  0.99968071   -0 26 57.3
 CA1172
 CA1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1172!SPC TX C     -   0.99991952  x   0.99996371  =   0.99988323
 CA1172!UTM  14      -   0.99991952  x   0.99968071  =   0.99960025
 CA1172
 CA1172|---------------------------------------------------------------------|
 CA1172| PID    Reference Object                     Distance      Geod. Az  |
 CA1172|                                                           dddmmss.s |
 CA1172| CV4413 BUTTER RM 2                          23.659 METERS 21137     |
 CA1172| CA1181 MICROWAVE TWR 2 S BALLINGER         APPROX. 8.3 KM 2571159.5 |
 CA1172| CA1178 BALLINGER TALLEST WATER TOWER       APPROX. 9.2 KM 2772452.2 |
 CA1172| CV4412 BUTTER RM 1                          22.530 METERS 32840     |
 CA1172| CA1190 GUARD                               APPROX. 3.6 KM 3363442.2 |
 CA1172|---------------------------------------------------------------------|
 CA1172
 CA1172                          SUPERSEDED SURVEY CONTROL
 CA1172
 CA1172  NAD 83(1986)-  31 44 09.04209(N)    099 51 14.43701(W) AD(       ) 2
 CA1172  NAD 27      -  31 44 08.50245(N)    099 51 13.12626(W) AD(       ) 2
 CA1172  NGVD 29 (07/19/86)  537.7    (m)         1764.     (f) VERT ANG       
 CA1172
 CA1172.Superseded values are not recommended for survey control.
 CA1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1172.See file dsdata.txt to determine how the superseded data were derived.
 CA1172
 CA1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA1910211474(NAD 83)
 CA1172_MARKER: DD = SURVEY DISK
 CA1172_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1172+WITH SETTING: INFORMATION.
 CA1172_SP_SET: PREFABRICATED CONCRETE POST
 CA1172
 CA1172  HISTORY     - Date     Condition        Report By
 CA1172  HISTORY     - 1967     MONUMENTED       USGS
 CA1172
 CA1172                          STATION DESCRIPTION
 CA1172
 CA1172'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EEM)
 CA1172'STATION IS LOCATED 0.3 MILE SOUTH AND 5.7 MILES EAST OF BALLINGER,
 CA1172'3.0 MILES SOUTH AND 8.6 MILES WEST OF TALPA, 0.25 MILE NORTH
 CA1172'OF THE GATE TO THE OTTO SPREEN RANCH, 40 FEET EAST OF A
 CA1172'NORTH-SOUTH FENCE, 29 FEET EAST OF CENTERLINE OF ROAD AND
 CA1172'6 FEET WEST OF STEEL WITNESS POST.
 CA1172'
 CA1172'TO REACH FROM BALLINGER, PROCEED EAST ON U.S. HIGHWAY 67,
 CA1172'FROM THE RUNNELS COUNTY COURTHOUSE FOR 4.5 MILES TO A CROSS-ROADS
 CA1172'INTERSECTION.  TURN SOUTH AND FOLLOW CALICHE ROAD 2.1 MILES
 CA1172'SOUTH AND 1.4 MILES EAST TO A CATTLEGUARD LABELED OTTO SPREEN.
 CA1172'PASS THROUGH THE CATTLEGUARD, TURN LEFT AND FOLLOW THE FENCE
 CA1172'NORTH FOR 0.25 MILE TO THE STATION SITE ON THE RIGHT.
 CA1172'
 CA1172'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED STEEL
 CA1172'ROD DRIVEN TO REFUSAL (10 FEET), CENTERED IN A 6 INCH
 CA1172'DIAMETER PLASTIC CASING, 12 INCHES LONG, FILLED WITH GRAVEL.
 CA1172'THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED BUTTER
 CA1172'ET 1967.
 CA1172'
 CA1172'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1172'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (6.0
 CA1172'FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CA1172'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH
 CA1172'THE GROUND AND STAMPED BUTTER ET 1967 NO. 1.
 CA1172'
 CA1172'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1172'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (8.0
 CA1172'FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CA1172'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE
 CA1172'GROUND AND STAMPED BUTTER ET 1967 NO. 2.
 CA1172'
 CA1172'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 129.26 FEET
 CA1172'(39.398 METERS).
 CA1172'
 CA1172'STATION GUARD ET, 2.2 MILES NORTH-NORTHWEST IS VISIBLE FROM
 CA1172'THE GROUND AND SERVES AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1774 ***********************************************************************
 FL1774  DESIGNATION -  BUTTERFIELD
 FL1774  PID         -  FL1774
 FL1774  STATE/COUNTY-  TX/ARMSTRONG
 FL1774  USGS QUAD   -  FAIRVIEW (1973)
 FL1774
 FL1774                         *CURRENT SURVEY CONTROL
 FL1774  ___________________________________________________________________
 FL1774* NAD 83(1993)-  35 02 39.37189(N)    101 36 44.37154(W)     ADJUSTED  
 FL1774* NAVD 88     -      1067.1    (meters)    3501.     (feet)  VERTCON   
 FL1774  ___________________________________________________________________
 FL1774  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FL1774  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL1774
 FL1774  HORZ ORDER  -  FIRST
 FL1774
 FL1774.The horizontal coordinates were established by classical geodetic methods
 FL1774.and adjusted by the National Geodetic Survey in February 1996..
 FL1774
 FL1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1774
 FL1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1774
 FL1774.The geoid height was determined by GEOID03.
 FL1774
 FL1774;                    North         East     Units Scale Factor Converg.
 FL1774;SPC TX N     - 1,115,853.931   189,752.242   MT  0.99993201   -0 03 54.3
 FL1774;SPC TX N     - 3,660,930.77    622,545.48   sFT  0.99993201   -0 03 54.3
 FL1774;UTM  14      - 3,881,072.838   261,721.093   MT  1.00029980   -1 30 02.6
 FL1774
 FL1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1774!SPC TX N     -   0.99983665  x   0.99993201  =   0.99976867
 FL1774!UTM  14      -   0.99983665  x   1.00029980  =   1.00013640
 FL1774
 FL1774:                Primary Azimuth Mark                     Grid Az
 FL1774:SPC TX N     -  WASHBURN                                 013 45 07.9
 FL1774:UTM  14      -  WASHBURN                                 015 11 16.2
 FL1774
 FL1774|---------------------------------------------------------------------|
 FL1774| PID    Reference Object                     Distance      Geod. Az  |
 FL1774|                                                           dddmmss.s |
 FL1774| FL1769 WASHBURN                            APPROX.15.8 KM 0134113.6 |
 FL1774| CJ6785 BUTTERFIELD RM 1                     36.030 METERS 27920     |
 FL1774| FL1797 AMARILLO WATER TANK                 APPROX.27.4 KM 3123310.3 |
 FL1774| CJ6786 BUTTERFIELD RM 2                      6.200 METERS 35732     |
 FL1774|---------------------------------------------------------------------|
 FL1774
 FL1774                          SUPERSEDED SURVEY CONTROL
 FL1774
 FL1774  NAD 83(1993)-  35 02 39.37821(N)    101 36 44.36493(W) AD(       ) 1
 FL1774  NAD 83(1986)-  35 02 39.37869(N)    101 36 44.36346(W) AD(       ) 1
 FL1774  NAD 27      -  35 02 39.19000(N)    101 36 42.72000(W) AD(       ) 1
 FL1774  NGVD 29 (07/19/86) 1066.6    (m)         3499.     (f) VERT ANG       
 FL1774
 FL1774.Superseded values are not recommended for survey control.
 FL1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1774.See file dsdata.txt to determine how the superseded data were derived.
 FL1774
 FL1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6172181073(NAD 83)
 FL1774_MARKER: DS = TRIANGULATION STATION DISK
 FL1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1774
 FL1774  HISTORY     - Date     Condition        Report By
 FL1774  HISTORY     - 1921     MONUMENTED       CGS
 FL1774  HISTORY     - 1932     GOOD             CGS
 FL1774  HISTORY     - 1956     GOOD             CGS
 FL1774  HISTORY     - 1960     POOR             USGS
 FL1774  HISTORY     - 1964     MARK NOT FOUND   CGS
 FL1774
 FL1774                          STATION DESCRIPTION
 FL1774
 FL1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FL1774'STATION IS ABOUT 9 MILES S AND 2 MILES W OF WASHBURN, A TOWN
 FL1774'ON THE FORT WORTH AND DENVER CITY RAILWAY.  STATION IS 1 MILE
 FL1774'W OF HOUSE OCCUPIED BY MR. BERRY, COUNTY COMMISSIONER.  MR.
 FL1774'BERRYS HOUSE IS ABOUT 1/4 MILE N OF THE SITE OF N.F. BUTTERFIELDS
 FL1774'HOUSE, WHICH HAS BEEN REMOVED SINCE THE STATION WAS ESTABLISHED.
 FL1774'STATION IS ABOUT 6 METERS (20 FEET) S OF AN OLD E-W FENCE
 FL1774'LINE.  A SECTION-LINE ROAD HAS BEEN BUILT S OF THIS LINE SO
 FL1774'THAT STATION IS NOW UNDER THE N SHOULDER OF THE ROAD, IN GOOD
 FL1774'CONDITION, COVERED BY ABOUT 3 INCHES OF LOOSE DIRT.
 FL1774'
 FL1774'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 FL1774'SET IN CONCRETE.
 FL1774'
 FL1774'REFERENCE MARK NO. 1 IS UNDER THE HARD-TRAVELED PORTION OF THE
 FL1774'N-S ROAD, 36.03 METERS (118.2 FEET) FROM STATION IN AZIMUTH
 FL1774'99 DEG 20 MIN.  IN 1932 IT WAS NOT UNCOVERED, BUT THE COUNTY
 FL1774'COMMISSIONER REPORTED THAT IT HAD BEEN PROTECTED IN BUILDING
 FL1774'THE ROAD, AND WAS IN POSITION AND IN GOOD CONDITION.
 FL1774'
 FL1774'REFERENCE MARK NO. 2 IS IN THE FENCE LINE N OF THE ROAD,
 FL1774'31 PACES FROM FENCE CORNER IN NE ROAD CORNER, AND 6.20 METERS
 FL1774'(20.3 FEET) FROM STATION N 02 DEG 28 MIN W.
 FL1774'
 FL1774'TO REACH THE STATION FROM WASHBURN GO W ON U.S. ROUTE 370
 FL1774'FOR DISTANCE OF 2.0 MILES FROM THE RAILROAD STATION TO A LARGE
 FL1774'AMARILLO CHAMBER OF COMMERCE SIGN.  TURN LEFT (S) AND GO DUE
 FL1774'S 9.5 MILES TO CROSSROADS AND STATION SITE.  IN 1932 STATION
 FL1774'WAS OCCUPIED ECCENTRICALLY.  BUTTERFIELD ECCENTRIC IS JUST N
 FL1774'OF THE FENCE LINE, 8.905 METERS (29.22 FEET) N OF THE STATION.
 FL1774'2.725 METERS (8.94 FEET) FROM REFERENCE MARK NO. 2.  11.30
 FL1774'METERS (37.1 FEET) FROM CENTER LINE OF THE E-W ROAD.  AND
 FL1774'34 METERS (112 FEET) FROM CENTER LINE OF N-S ROAD.
 FL1774'
 FL1774
 FL1774                          STATION RECOVERY (1956)
 FL1774
 FL1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 FL1774'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1774'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL1774
 FL1774                          STATION RECOVERY (1960)
 FL1774
 FL1774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FL1774'STATION HAS BEEN FOUND DISTURBED.  STEM OF SURFACE MARK FOUND
 FL1774'IN CONCRETE.  UNDERGROUND MARK ASSUMED STILL IN PLACE.
 FL1774
 FL1774                          STATION RECOVERY (1964)
 FL1774
 FL1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 FL1774'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE RECOVERED.
 FL1774'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR BUTTERFIELD 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1776 ***********************************************************************
 FL1776  DESIGNATION -  BUTTERFIELD 2
 FL1776  PID         -  FL1776
 FL1776  STATE/COUNTY-  TX/ARMSTRONG
 FL1776  USGS QUAD   -  FAIRVIEW (1973)
 FL1776
 FL1776                         *CURRENT SURVEY CONTROL
 FL1776  ___________________________________________________________________
 FL1776* NAD 83(1993)-  35 02 38.87958(N)    101 36 44.29676(W)     ADJUSTED  
 FL1776* NAVD 88     -      1066.     (meters)    3497.     (feet)  SCALED    
 FL1776  ___________________________________________________________________
 FL1776  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FL1776  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL1776
 FL1776  HORZ ORDER  -  SECOND
 FL1776
 FL1776.The horizontal coordinates were established by classical geodetic methods
 FL1776.and adjusted by the National Geodetic Survey in February 1996..
 FL1776
 FL1776.The orthometric height was scaled from a topographic map.
 FL1776
 FL1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1776
 FL1776.The geoid height was determined by GEOID03.
 FL1776
 FL1776;                    North         East     Units Scale Factor Converg.
 FL1776;SPC TX N     - 1,115,838.758   189,754.120   MT  0.99993202   -0 03 54.3
 FL1776;SPC TX N     - 3,660,880.99    622,551.64   sFT  0.99993202   -0 03 54.3
 FL1776;UTM  14      - 3,881,057.618   261,722.591   MT  1.00029979   -1 30 02.6
 FL1776
 FL1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1776!SPC TX N     -   0.99983675  x   0.99993202  =   0.99976878
 FL1776!UTM  14      -   0.99983675  x   1.00029979  =   1.00013649
 FL1776
 FL1776:                Primary Azimuth Mark                     Grid Az
 FL1776:SPC TX N     -  CLAUDE GRAIN ELEVATOR                    071 44 19.4
 FL1776:UTM  14      -  CLAUDE GRAIN ELEVATOR                    073 10 27.7
 FL1776
 FL1776|---------------------------------------------------------------------|
 FL1776| PID    Reference Object                     Distance      Geod. Az  |
 FL1776|                                                           dddmmss.s |
 FL1776| FL1727 CLAUDE GRAIN ELEVATOR               APPROX.24.2 KM 0714025.1 |
 FL1776| FL1728 CLAUDE MUNICIPAL TANK               APPROX.24.4 KM 0714644.9 |
 FL1776| EN0889 WAYSIDE ATT MICRO RELAY MST         APPROX.24.9 KM 1694533.6 |
 FL1776| CJ6788 BUTTERFIELD 2 RM 3                   24.164 METERS 27656     |
 FL1776| FL1774 BUTTERFIELD                          15.289 METERS 35253     |
 FL1776| CJ6786 BUTTERFIELD RM 2                     21.437 METERS 35547     |
 FL1776| FL1775 BUTTERFIELD ECC                      24.122 METERS 35621     |
 FL1776| CJ6787 BUTTERFIELD 2 AZ MK                                3565939.9 |
 FL1776|---------------------------------------------------------------------|
 FL1776
 FL1776                          SUPERSEDED SURVEY CONTROL
 FL1776
 FL1776  NAD 83(1993)-  35 02 38.88589(N)    101 36 44.29015(W) AD(       ) 2
 FL1776  NAD 83(1986)-  35 02 38.88630(N)    101 36 44.28866(W) AD(       ) 2
 FL1776  NAD 27      -  35 02 38.69773(N)    101 36 42.64537(W) AD(       ) 2
 FL1776
 FL1776.Superseded values are not recommended for survey control.
 FL1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1776.See file dsdata.txt to determine how the superseded data were derived.
 FL1776
 FL1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6172381058(NAD 83)
 FL1776_MARKER: DS = TRIANGULATION STATION DISK
 FL1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1776
 FL1776  HISTORY     - Date     Condition        Report By
 FL1776  HISTORY     - 1964     MONUMENTED       CGS
 FL1776
 FL1776                          STATION DESCRIPTION
 FL1776
 FL1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 FL1776'THE STATION IS ABOUT 15 MILES WEST-SOUTHWEST OF CLAUDE, IN THE
 FL1776'SOUTHEAST ANGLE OF A CROSSROADS.
 FL1776'
 FL1776'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 287 AND
 FL1776'TEXAS FARM ROAD 284 IN CLAUDE, GO SOUTH ON FARM ROAD 284 FOR 0.45
 FL1776'MILE TO THE JUNCTION WITH FARM ROAD 1151 ON THE RIGHT.  TURN RIGHT
 FL1776'ON FARM ROAD 1151 AND GO WEST FOR 14.2 MILES TO A CROSSROAD,
 FL1776'TUMBLEWEED ROAD.  TURN LEFT ON TUMBLEWEED ROAD AND GO SOUTH FOR
 FL1776'3.7 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON
 FL1776'GRADED ROAD FOR 0.35 MILE TO THE CROSSROAD AND THE STATION ON
 FL1776'THE LEFT.
 FL1776'
 FL1776'STATION MARK IS A STANDARD DISK, STAMPED BUTTERFIELD 2 1964, SET IN
 FL1776'THE TOP OF A 14 INCH SQUARE CONCRETE POST 18 INCHES BELOW THE
 FL1776'SURFACE OF THE GROUND.  IT IS 114 FEET EAST OF THE CENTERLINE OF A
 FL1776'NORTH-SOUTH GRADED ROAD, 81 FEET EAST-SOUTHEAST OF A
 FL1776'WITNESS POST, 40 FEET SOUTH OF AN EAST-WEST GRADED ROAD AND 12
 FL1776'FEET SOUTH OF AN EAST-WEST FENCE LINE.
 FL1776'
 FL1776'BUTTERFIELD 1921 IS A STANDARD DISK, UNSTAMPED, SET IN AN IRREGULAR
 FL1776'MASS OF CONCRETE 2 FEET BELOW THE GROUND SURFACE.  IT IS 20.7 FEET
 FL1776'SOUTH OF A WIRE FENCE AND 10 FEET NORTH OF THE CENTERLINE OF THE
 FL1776'EAST-WEST GRADED ROAD.
 FL1776'
 FL1776'BUTTERFIELD ECC IS A STANDARD DISK, STAMPED BUTTERFIELD ECC 1931, SET
 FL1776'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 FL1776'SURFACE.  IT IS 82 FEET EAST OF A POWERLINE POLE, 39 FEET NORTH OF
 FL1776'THE EAST-WEST GRADED ROAD AND 8.6 FEET NORTH OF THE EAST-WEST WIRE
 FL1776'FENCE.
 FL1776'
 FL1776'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUTTERFIELD 1921, SET
 FL1776'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 FL1776'SURFACE.  IT IS 29 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 FL1776'GRADED ROAD AND SET IN THE EAST-WEST FENCE LINE.
 FL1776'
 FL1776'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BUTTERFIELD 2 NO 3 1964,
 FL1776'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 FL1776'INCHES.  IT IS 35 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 FL1776'GRADED ROAD, 8 FEET EAST OF A CORNER FENCE POST AND 1.8 FEET EAST
 FL1776'OF A WITNESS POST.
 FL1776'
 FL1776'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUTTERFIELD 2 1964, SET IN
 FL1776'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 FL1776'IS 26 FEET EAST OF THE CENTERLINE OF A GRADED ROAD, 1.8 FEET
 FL1776'EAST-SOUTHEAST OF A WITNESS POST AND 1 FOOT EAST OF A WIRE
 FL1776'FENCE.
 FL1776'
 FL1776'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1775 ***********************************************************************
 FL1775  DESIGNATION -  BUTTERFIELD ECC
 FL1775  PID         -  FL1775
 FL1775  STATE/COUNTY-  TX/ARMSTRONG
 FL1775  USGS QUAD   -  FAIRVIEW (1973)
 FL1775
 FL1775                         *CURRENT SURVEY CONTROL
 FL1775  ___________________________________________________________________
 FL1775* NAD 83(1993)-  35 02 39.66076(N)    101 36 44.35726(W)     ADJUSTED  
 FL1775* NAVD 88     -      1067.     (meters)    3501.     (feet)  SCALED    
 FL1775  ___________________________________________________________________
 FL1775  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FL1775  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL1775
 FL1775  HORZ ORDER  -  FIRST
 FL1775
 FL1775.The horizontal coordinates were established by classical geodetic methods
 FL1775.and adjusted by the National Geodetic Survey in February 1996..
 FL1775
 FL1775.The orthometric height was scaled from a topographic map.
 FL1775
 FL1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1775
 FL1775.The geoid height was determined by GEOID03.
 FL1775
 FL1775;                    North         East     Units Scale Factor Converg.
 FL1775;SPC TX N     - 1,115,862.832   189,752.614   MT  0.99993200   -0 03 54.3
 FL1775;SPC TX N     - 3,660,959.97    622,546.70   sFT  0.99993200   -0 03 54.3
 FL1775;UTM  14      - 3,881,081.731   261,721.689   MT  1.00029980   -1 30 02.6
 FL1775
 FL1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1775!SPC TX N     -   0.99983659  x   0.99993200  =   0.99976860
 FL1775!UTM  14      -   0.99983659  x   1.00029980  =   1.00013634
 FL1775
 FL1775|---------------------------------------------------------------------|
 FL1775| PID    Reference Object                     Distance      Geod. Az  |
 FL1775|                                                           dddmmss.s |
 FL1775| CJ6786 BUTTERFIELD RM 2                      2.725 METERS 18220     |
 FL1775| FL1774 BUTTERFIELD                           8.909 METERS 18220     |
 FL1775| EN0890 WESLEY                              APPROX.24.8 KM 1850424.4 |
 FL1775| FL1809 AIRWAYS BEACON 28                   APPROX.32.6 KM 2855950.6 |
 FL1775| FL1814 AMARILLO MR DUNNS WATER TANK        APPROX.31.4 KM 3051055.8 |
 FL1775| FL1807 AMARILLO SW MUNICIPAL TANK          APPROX.28.9 KM 3091150.4 |
 FL1775| FL1800 AMARILLO SANTA FE BLDG CHIMNEY      APPROX.27.2 KM 3105123.5 |
 FL1775| FL1791 AMARILLO PRICE COLLEGE TANK         APPROX.26.1 KM 3220805.3 |
 FL1775|---------------------------------------------------------------------|
 FL1775
 FL1775                          SUPERSEDED SURVEY CONTROL
 FL1775
 FL1775  NAD 83(1993)-  35 02 39.66708(N)    101 36 44.35065(W) AD(       ) 1
 FL1775  NAD 83(1986)-  35 02 39.66739(N)    101 36 44.34915(W) AD(       ) 1
 FL1775  NAD 27      -  35 02 39.47900(N)    101 36 42.70600(W) AD(       ) 1
 FL1775
 FL1775.Superseded values are not recommended for survey control.
 FL1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1775.See file dsdata.txt to determine how the superseded data were derived.
 FL1775
 FL1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6172281082(NAD 83)
 FL1775_MARKER: DS = TRIANGULATION STATION DISK
 FL1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1775
 FL1775  HISTORY     - Date     Condition        Report By
 FL1775  HISTORY     - 1921     MONUMENTED       CGS
 FL1775  HISTORY     - 1958     GOOD             CGS
 FL1775  HISTORY     - 1964     GOOD             CGS
 FL1775
 FL1775                          STATION DESCRIPTION
 FL1775
 FL1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL1775'AN UNMARKED POINT 8.905 METERS (29.22 FEET) S 02 DEG 20 MIN W.
 FL1775'DEG 20 MIN FROM STATION BUTTERFIELD.
 FL1775
 FL1775                          STATION RECOVERY (1958)
 FL1775
 FL1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 FL1775'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FL1775'HIGHWAYS HAVE BEEN CHANGED A NEW TO REACH FOLLOWS.
 FL1775'
 FL1775'TO REACH THE STATION FROM THE POST OFFICE IN WASHBURN GO WEST
 FL1775'ON U.S. HIGHWAY 287 FOR 0.2 MILE TO THE JUNCTION WITH FARM
 FL1775'ROAD 2250, TURN LEFT AND GO SOUTH ON FARM ROAD 2250 FOR
 FL1775'5.0 MILES TO THE JUNCTION WITH FARM ROAD 1151.  TURN RIGHT,
 FL1775'WEST, ON FARM ROAD 1151 AND GO 2.0 MILES TO A CROSSROAD, TURN
 FL1775'LEFT AND GO SOUTH FOR 4.0 MILES TO A CROSSROAD.  FROM HERE
 FL1775'THE MARK IS 108 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 FL1775'ROAD, 36 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD AND
 FL1775'8 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS 2 INCHES
 FL1775'BELOW THE SURFACE OF THE GROUND AND IS STAMPED BUTTERFIELD
 FL1775'ECC 1931.
 FL1775
 FL1775                          STATION RECOVERY (1964)
 FL1775
 FL1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 FL1775'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  HOWEVER THE 1932
 FL1775'DESCRIPTION NOTED IT WAS AN UNMARKED POINT.  THE STATION MARK IS A
 FL1775'STANDARD DISK, STAMPED BUTTERFIELD ECC 1931, SET IN THE TOP OF A
 FL1775'12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  FOR
 FL1775'ADDITIONAL INFORMATION SEE DESCRIPTION FOR STATION BUTTERFIELD 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0719 ***********************************************************************
 DO0719  DESIGNATION -  BUZZ ET
 DO0719  PID         -  DO0719
 DO0719  STATE/COUNTY-  TX/JACK
 DO0719  USGS QUAD   -  JOHNSON LAKE (1964)
 DO0719
 DO0719                         *CURRENT SURVEY CONTROL
 DO0719  ___________________________________________________________________
 DO0719* NAD 83(1993)-  33 15 13.97982(N)    098 07 55.75504(W)     ADJUSTED  
 DO0719* NAVD 88     -       324.0    (meters)    1063.     (feet)  VERTCON   
 DO0719  ___________________________________________________________________
 DO0719  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DO0719  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DO0719
 DO0719  HORZ ORDER  -  THIRD
 DO0719
 DO0719.The horizontal coordinates were established by classical geodetic methods
 DO0719.and adjusted by the National Geodetic Survey in February 1996..
 DO0719
 DO0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0719
 DO0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0719
 DO0719.The geoid height was determined by GEOID03.
 DO0719
 DO0719;                    North         East     Units Scale Factor Converg.
 DO0719;SPC TXNC     - 2,176,066.726   634,273.359   MT  0.99987883   +0 12 02.2
 DO0719;SPC TXNC     - 7,139,312.25  2,080,945.18   sFT  0.99987883   +0 12 02.2
 DO0719;UTM  14      - 3,679,768.771   580,838.800   MT  0.99968057   +0 28 33.3
 DO0719
 DO0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0719!SPC TXNC     -   0.99995351  x   0.99987883  =   0.99983235
 DO0719!UTM  14      -   0.99995351  x   0.99968057  =   0.99963410
 DO0719
 DO0719:                Primary Azimuth Mark                     Grid Az
 DO0719:SPC TXNC     -  MOORE RESET                              165 46 41.5
 DO0719:UTM  14      -  MOORE RESET                              165 30 10.4
 DO0719
 DO0719|---------------------------------------------------------------------|
 DO0719| PID    Reference Object                     Distance      Geod. Az  |
 DO0719|                                                           dddmmss.s |
 DO0719| DO0723 MOORE RESET                         APPROX. 7.8 KM 1655843.7 |
 DO0719|---------------------------------------------------------------------|
 DO0719
 DO0719                          SUPERSEDED SURVEY CONTROL
 DO0719
 DO0719  NAD 83(1993)-  33 15 13.98237(N)    098 07 55.75045(W) AD(       ) 3
 DO0719  NAD 83(1986)-  33 15 13.98317(N)    098 07 55.74076(W) AD(       ) 3
 DO0719  NAD 27      -  33 15 13.57608(N)    098 07 54.58533(W) AD(       ) 3
 DO0719  NGVD 29 (07/19/86)  324.0    (m)         1063.     (f) VERT ANG       
 DO0719
 DO0719.Superseded values are not recommended for survey control.
 DO0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0719.See file dsdata.txt to determine how the superseded data were derived.
 DO0719
 DO0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8083979769(NAD 83)
 DO0719_MARKER: DD = SURVEY DISK
 DO0719_SETTING: 0 = UNSPECIFIED SETTING
 DO0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0719
 DO0719  HISTORY     - Date     Condition        Report By
 DO0719  HISTORY     - 1959     MONUMENTED       USGS
 DO0719  HISTORY     - 20010325 GOOD             USPSQD
 DO0719
 DO0719                          STATION DESCRIPTION
 DO0719
 DO0719'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DO0719'STATION IS IN JACK COUNTY, TEXAS, ABOUT 4.5 MI. SW. OF MARYETTA, 3 MI.
 DO0719'NE. OF JACKSBORO, ON U.S. HIGHWAY 24, AT SAM GRAVES HOUSE AT THE SW.
 DO0719'CORNER OF THE YARD, 99 FT. SW. OF THE SW. CORNER OF THE HOUSE, 42 FT.
 DO0719'S. OF THE JUNCTION OF THE HIGHWAY AND DRIVEWAY, 6 FT. SW. OF A POWER
 DO0719'POLE AND 4 FT. SE. OF THE RIGHT-OF-WAY FENCE.
 DO0719'
 DO0719'TO REACH THE STATION FROM THE SE. CORNER OF THE SQUARE IN JACKSBORO,
 DO0719'GO E. AND NE. FOR 3.2 MI. ON HIGHWAY 24 TO HOUSE E. AND STATION.
 DO0719'
 DO0719'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.3 FT.,
 DO0719'STAMPED ---BUZZ-E.T. 1959---.
 DO0719'
 DO0719'REFERENCE MARKS--NONE.
 DO0719
 DO0719                          STATION RECOVERY (2001)
 DO0719
 DO0719'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1319 ***********************************************************************
 AJ1319  DESIGNATION -  BUZZARD
 AJ1319  PID         -  AJ1319
 AJ1319  STATE/COUNTY-  TX/WEBB
 AJ1319  USGS QUAD   -  OILTON (1972)
 AJ1319
 AJ1319                         *CURRENT SURVEY CONTROL
 AJ1319  ___________________________________________________________________
 AJ1319* NAD 83(1993)-  27 25 39.70723(N)    098 59 34.58335(W)     ADJUSTED  
 AJ1319* NAVD 88     -       274.5    (meters)     901.     (feet)  VERTCON   
 AJ1319  ___________________________________________________________________
 AJ1319  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ1319  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AJ1319
 AJ1319  HORZ ORDER  -  FIRST
 AJ1319
 AJ1319.The horizontal coordinates were established by classical geodetic methods
 AJ1319.and adjusted by the National Geodetic Survey in February 1996..
 AJ1319
 AJ1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1319
 AJ1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1319
 AJ1319.The geoid height was determined by GEOID03.
 AJ1319
 AJ1319;                    North         East     Units Scale Factor Converg.
 AJ1319;SPC TX S     - 5,195,204.265   251,263.679   MT  0.99992240   -0 13 25.7
 AJ1319;SPC TX S     -17,044,599.33    824,354.25   sFT  0.99992240   -0 13 25.7
 AJ1319;UTM  14      - 3,033,808.022   500,697.808   MT  0.99960001   +0 00 11.7
 AJ1319
 AJ1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1319!SPC TX S     -   0.99996075  x   0.99992240  =   0.99988315
 AJ1319!UTM  14      -   0.99996075  x   0.99960001  =   0.99956077
 AJ1319
 AJ1319:                Primary Azimuth Mark                     Grid Az
 AJ1319:SPC TX S     -  W 780                                    005 32 46.4
 AJ1319:UTM  14      -  W 780                                    005 19 09.0
 AJ1319
 AJ1319|---------------------------------------------------------------------|
 AJ1319| PID    Reference Object                     Distance      Geod. Az  |
 AJ1319|                                                           dddmmss.s |
 AJ1319| AJ0501 W 780                               APPROX. 3.0 KM 0051920.7 |
 AJ1319| AJ1356 OILTON HOUSTON PIPELINE MAST        APPROX.10.5 KM 0111745.3 |
 AJ1319| AJ1317 OILTON FAA ARSR DOME                APPROX. 8.2 KM 0160839.3 |
 AJ1319| AJ1354 OILTON TV STA KZTV KVTV MAST        APPROX.10.3 KM 0162043.0 |
 AJ1319| AJ1318 MIRANDO CITY ST HWY DEPT MAST       APPROX. 2.9 KM 1655710.7 |
 AJ1319| AJ1315 MIRANDO CITY BELL TEL MAST          APPROX. 6.0 KM 1694536.8 |
 AJ1319| CV2995 BUZZARD RM 1                         10.392 METERS 21149     |
 AJ1319| CV2996 BUZZARD RM 2                          9.711 METERS 31442     |
 AJ1319|---------------------------------------------------------------------|
 AJ1319
 AJ1319                          SUPERSEDED SURVEY CONTROL
 AJ1319
 AJ1319  NAD 83(1986)-  27 25 39.70935(N)    098 59 34.55573(W) AD(       ) 1
 AJ1319  NAD 27      -  27 25 38.60825(N)    098 59 33.46988(W) AD(       ) 1
 AJ1319  NGVD 29 (07/19/86)  274.5    (m)          901.     (f) VERT ANG       
 AJ1319
 AJ1319.Superseded values are not recommended for survey control.
 AJ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1319.See file dsdata.txt to determine how the superseded data were derived.
 AJ1319
 AJ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR0069833808(NAD 83)
 AJ1319_MARKER: DS = TRIANGULATION STATION DISK
 AJ1319_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1319
 AJ1319  HISTORY     - Date     Condition        Report By
 AJ1319  HISTORY     - 1974     MONUMENTED       NGS
 AJ1319
 AJ1319                          STATION DESCRIPTION
 AJ1319
 AJ1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1319'RM 1 TO RM 2 OBSTRUCTED BY TREES AND ROCKS.
 AJ1319'
 AJ1319'THE STATION IS ABOUT 9-1/4 MILES WEST OF BRUNI, 3 MILES SOUTH AND 1
 AJ1319'MILE WEST OF OILTON, 1 MILE SOUTH AND 1/2 MILE EAST OF MIRANDO CITY,
 AJ1319'ON THE WEST END OF AN EAST-WEST PROMINENT BUTTE, ON THE PROPERTY OF
 AJ1319'THE GARCIA ESTATE AND LEASED BY ALVIS P. WEDGEWORTH WHO LIVES IN
 AJ1319'HEBBRONVILLE, PHONE NUMBER 527-3145.
 AJ1319'
 AJ1319'TO REACH THE STATION FROM THE POST OFFICE IN MIRANDO CITY, GO SOUTH
 AJ1319'ON FARM ROAD 649 FOR 1.0 MILE TO A METAL GATE AND A SIDE ROAD LEFT.
 AJ1319'GO LEFT PASSING THROUGH GATE AND BEAR RIGHT AND GO SOUTHEAST ON A
 AJ1319'GRAVELED ROAD FOR 0.2 MILE TO A T-ROAD JUNCTION.  TURN LEFT AND GO
 AJ1319'NORTHEAST FOR ABOUT 100 FEET TO A FORK.  TAKE THE LEFT FORK AND
 AJ1319'GO NORTH ON GRAVELED ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.
 AJ1319'TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.1 MILE TO A FORK.  TAKE
 AJ1319'THE LEFT FORK AND GO NORTHEAST AND NORTH ON GRADED ROAD FOR 0.1 MILE
 AJ1319'TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTH AND
 AJ1319'NORTHEAST ON TRACK ROAD FOR 0.2 MILE TO THE NORTH SIDE OF THE
 AJ1319'BUTTE.  TURN RIGHT AND GO SOUTH, UP STEEP HILL FOR ABOUT 100 FEET
 AJ1319'TO THE TOP OF THE BUTTE.  TURN RIGHT AND GO WEST FOR
 AJ1319'ABOUT 150 FEET TO THE WEST END OF THE BUTTE AND THE STATION.
 AJ1319'
 AJ1319'TO REACH BENCH MARK W 780 FROM THE POST OFFICE IN MIRANDO CITY, GO
 AJ1319'NORTH ON FARM ROAD 649 FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN
 AJ1319'RIGHT, CROSSING A CATTLE GUARD AND GO EAST ON A GRAVELED ROAD FOR
 AJ1319'0.7 MILE TO A RAILROAD TRACK AND THE MARK ON THE LEFT.
 AJ1319'
 AJ1319'STATION MARK IS A STANDARD DISK, STAMPED BUZZARD 1974, CEMENTED IN
 AJ1319'A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.  IT IS
 AJ1319'29.0 FEET EAST OF THE WEST EDGE OF THE BUTTE.
 AJ1319'
 AJ1319'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUZZARD NO 1 1974,
 AJ1319'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE
 AJ1319'GROUND.  IT IS 2.0 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 AJ1319'BUTTE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AJ1319'
 AJ1319'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUZZARD NO 2 1974,
 AJ1319'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE
 AJ1319'GROUND.  IT IS 3.0 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 AJ1319'BUTTE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AJ1319'
 AJ1319'BENCH MARK W 780 IS A STANDARD DISK, STAMPED W 780 1943, SET IN THE
 AJ1319'TOP OF A 6-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 3 INCHES
 AJ1319'ABOVE THE GROUND.  IT IS 100.0 FEET NORTH OF THE CENTER OF A
 AJ1319'GRAVELED ROAD, 38.0 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK,
 AJ1319'12.2 FEET SOUTH OF A TELEPHONE LINE POLE, 10.5 FEET EAST OF A FENCE
 AJ1319'AND 1.5 FEET EAST OF A WITNESS POST.  THIS MARK WILL SERVE AS
 AJ1319'THE AZIMUTH MARK.
 AJ1319'
 AJ1319'NEAREST TOWN--MIRANDO CITY.
 AJ1319'
 AJ1319'HEIGHT OF LIGHT ABOVE STATION MARK 4.83 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0587 ***********************************************************************
 BN0587  DESIGNATION -  BUZZARD
 BN0587  PID         -  BN0587
 BN0587  STATE/COUNTY-  TX/BURNET
 BN0587  USGS QUAD   -  BERTRAM (1986)
 BN0587
 BN0587                         *CURRENT SURVEY CONTROL
 BN0587  ___________________________________________________________________
 BN0587* NAD 83(1993)-  30 38 56.48837(N)    098 05 11.63788(W)     ADJUSTED  
 BN0587* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 BN0587  ___________________________________________________________________
 BN0587  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 BN0587  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 BN0587
 BN0587  HORZ ORDER  -  FIRST
 BN0587
 BN0587.The horizontal coordinates were established by classical geodetic methods
 BN0587.and adjusted by the National Geodetic Survey in February 1996..
 BN0587
 BN0587.The orthometric height was scaled from a topographic map.
 BN0587
 BN0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0587
 BN0587.The geoid height was determined by GEOID03.
 BN0587
 BN0587;                    North         East     Units Scale Factor Converg.
 BN0587;SPC TX C     - 3,111,074.075   915,321.650   MT  0.99990054   +1 09 26.0
 BN0587;SPC TX C     -10,206,915.53  3,003,017.78   sFT  0.99990054   +1 09 26.0
 BN0587;UTM  14      - 3,391,061.761   587,521.475   MT  0.99969449   +0 27 56.4
 BN0587
 BN0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0587!SPC TX C     -   0.99993621  x   0.99990054  =   0.99983676
 BN0587!UTM  14      -   0.99993621  x   0.99969449  =   0.99963072
 BN0587
 BN0587:                Primary Azimuth Mark                     Grid Az
 BN0587:SPC TX C     -  BERTRAM METHODIST CHURCH SPIRE           014 03 00.6
 BN0587:UTM  14      -  BERTRAM METHODIST CHURCH SPIRE           014 44 30.2
 BN0587
 BN0587|---------------------------------------------------------------------|
 BN0587| PID    Reference Object                     Distance      Geod. Az  |
 BN0587|                                                           dddmmss.s |
 BN0587| BN0585 BERTRAM METHODIST CHURCH SPIRE      APPROX.10.6 KM 0151226.6 |
 BN0587| BN0588 BERTRAM RAILROAD WINDMILL           APPROX.10.8 KM 0164407.6 |
 BN0587| BM0940 GABRIEL                             APPROX.21.9 KM 0550505.0 |
 BN0587| CV4414 BUZZARD RM                           67.603 METERS 14505     |
 BN0587|---------------------------------------------------------------------|
 BN0587
 BN0587                          SUPERSEDED SURVEY CONTROL
 BN0587
 BN0587  NAD 83(1986)-  30 38 56.50039(N)    098 05 11.62529(W) AD(       ) 1
 BN0587  NAD 27      -  30 38 55.82700(N)    098 05 10.55700(W) AD(       ) 1
 BN0587
 BN0587.Superseded values are not recommended for survey control.
 BN0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0587.See file dsdata.txt to determine how the superseded data were derived.
 BN0587
 BN0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU8752191062(NAD 83)
 BN0587_MARKER: N = NAIL
 BN0587_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BN0587_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BN0587
 BN0587  HISTORY     - Date     Condition        Report By
 BN0587  HISTORY     - 1903     MONUMENTED       CGS
 BN0587  HISTORY     - 1937     SEE DESCRIPTION  TXHD
 BN0587  HISTORY     - 1956     GOOD             CGS
 BN0587
 BN0587                          STATION DESCRIPTION
 BN0587
 BN0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 BN0587'STATION IS ABOUT 9 MILES BY ROAD AND 7 MILES DIRECT SW FROM
 BN0587'BERTRAM, 1-1/2 MILES SW OF OLD CEDAR MILLS, AND ABOUT 1
 BN0587'MILE E BY N FROM BUZZARD ROOST, ON POST OAK RIDGE.  THE STATION
 BN0587'IS AT THE N EDGE OF THE WOODS AND THE S EDGE OF A COTTON
 BN0587'FIELD, ON LAND OWNED BY WILLIAM RODGERS, WHO LIVES 1/4 MILE
 BN0587'NW ON THE EDGE OF THE SAME FIELD, AND IS 6.83 METERS (22.4
 BN0587'FEET) N OF THE WIRE FENCE ALONG THE WOODS LINE.
 BN0587'
 BN0587'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL
 BN0587'IN TERRA-COTTA PIPE SET IN CONCRETE.
 BN0587'
 BN0587'REFERENCE MARK IS IN THE FIELD 1/2 METER (1-1/2 FEET) FROM
 BN0587'THE WIRE FENCE AND 67.603 METERS (221.79 FEET) FROM THE
 BN0587'STATION ABOUT S 35 DEG E.  ELEVATION OF STATION,
 BN0587'432.0 METERS (1,417 FEET).
 BN0587
 BN0587                          STATION RECOVERY (1937)
 BN0587
 BN0587'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0587'SURFACE MARK AT THIS STATION HAS BEEN DESTROYED BUT LOCAL
 BN0587'INFORMATION REPORTS THAT THE UNDERGROUND STATION WAS RECENTLY
 BN0587'UNCOVERED BY PARTIES UNKNOWN, AND FOUND TO BE IN GOOD CONDITION.
 BN0587'A NEW DESCRIPTION FOLLOWS--
 BN0587'
 BN0587'BEGINNING IN THE TOWN OF LIBERTY HILL ON HIGHWAY 29, GO W
 BN0587'AND N ON SAID HIGHWAY 29, 5.8 MILES TO WHERE OLD HIGHWAY
 BN0587'29 FORKS LEFT AND NEW HIGHWAY FORKS RIGHT, TAKE LEFT FORK,
 BN0587'FOLLOW MAIN ROAD 3.1 MILES TO SMALL FILLING STATION AND ROAD
 BN0587'ON LEFT, TURN LEFT, FOLLOW MAIN ROAD 1.1 MILES TO T INTERSECTION,
 BN0587'TURN LEFT AND FOLLOW MAIN ROAD S AND W 3.0 MILES TO ROAD ON
 BN0587'RIGHT AT CREEK CROSSING, CONTINUE W ON MAIN ROAD 2.0 MILES
 BN0587'TO WOOD GATE WITH TALL FENCE POSTS ON RIGHT, THIS IS SECOND
 BN0587'SUCH GATE ALONG THIS FENCE.  TURN RIGHT THROUGH GATE AND
 BN0587'FOLLOW ROAD W 0.3 MILE TO GATE AND FORKS IN ROAD, GO THROUGH
 BN0587'GATE, TAKE RIGHT FORK AND CONTINUE ON OLD ROAD W 0.45 MILE
 BN0587'TO GATE AND FORKS IN ROAD, GO THROUGH GATE, TAKE LEFT FORK
 BN0587'AND FOLLOW MAIN ROAD 0.1 MILE TO GATE, GO THROUGH GATE,
 BN0587'FOLLOW ROAD W BY SIDE OF FENCE 0.15 MILE TO TURN ROW IN
 BN0587'FIELD, TURN LEFT ACROSS FIELD AND GO S 0.3 MILE TO FENCE
 BN0587'AND WOODS, TURN RIGHT ALONG EDGE OF WOODS, GO 0.1 MILE
 BN0587'TO STATION ON RIGHT.  STATION IS ABOUT 25 FEET N OF
 BN0587'FENCE.
 BN0587
 BN0587                          STATION RECOVERY (1956)
 BN0587
 BN0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0587'THE RECOVERY OF THIS STATION AS REPORTED BY THE TEXAS STATE
 BN0587'HIGHWAY DEPARTMENT IS IN ERROR.  THE STATION SURFACE MARK
 BN0587'WAS RECOVERED BY THIS PARTY AND FOUND IN GOOD CONDITION.
 BN0587'THE FENCE HAS BEEN MOVED AND THE CULTIVATED FIELD ENLARGED.
 BN0587'1903 STATION MARKS AND REFERENCE MARKS WERE CONSTRUCTED THE
 BN0587'SAME, THEREFORE IT WAS NOT KNOWN UNTIL AFTER THE ESTABLISHMENT
 BN0587'OF BUZZARD 2 IF THE MARK THAT WAS RECOVERED WAS THE ORIGINAL
 BN0587'STATION OR THE REFERENCE MARK.  A SECOND ORDER TRAVERSE WAS
 BN0587'MADE TO BUZZARD 2 AND THE DISTANCE WAS FOUND TO BE 78.893
 BN0587'METERS.  THE STATION IS NOW NEAR THE SOUTH CENTER OF THE
 BN0587'CULTIVATED FIELD AND 40 FEET NORTH OF THE FENCE.  THE
 BN0587'REFERENCE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0586 ***********************************************************************
 BN0586  DESIGNATION -  BUZZARD 2
 BN0586  PID         -  BN0586
 BN0586  STATE/COUNTY-  TX/BURNET
 BN0586  USGS QUAD   -  BERTRAM (1986)
 BN0586
 BN0586                         *CURRENT SURVEY CONTROL
 BN0586  ___________________________________________________________________
 BN0586* NAD 83(1993)-  30 38 54.93188(N)    098 05 13.99134(W)     ADJUSTED  
 BN0586* NAVD 88     -       431.6    (meters)    1416.     (feet)  VERTCON   
 BN0586  ___________________________________________________________________
 BN0586  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 BN0586  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 BN0586
 BN0586  HORZ ORDER  -  FIRST
 BN0586
 BN0586.The horizontal coordinates were established by classical geodetic methods
 BN0586.and adjusted by the National Geodetic Survey in February 1996..
 BN0586
 BN0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0586
 BN0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0586
 BN0586.The geoid height was determined by GEOID03.
 BN0586
 BN0586;                    North         East     Units Scale Factor Converg.
 BN0586;SPC TX C     - 3,111,024.891   915,259.974   MT  0.99990058   +1 09 24.8
 BN0586;SPC TX C     -10,206,754.16  3,002,815.43   sFT  0.99990058   +1 09 24.8
 BN0586;UTM  14      - 3,391,013.335   587,459.223   MT  0.99969436   +0 27 55.2
 BN0586
 BN0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0586!SPC TX C     -   0.99993613  x   0.99990058  =   0.99983672
 BN0586!UTM  14      -   0.99993613  x   0.99969436  =   0.99963051
 BN0586
 BN0586:                Primary Azimuth Mark                     Grid Az
 BN0586:SPC TX C     -  BERTRAM CITY WATER TANK                  015 31 33.8
 BN0586:UTM  14      -  BERTRAM CITY WATER TANK                  016 13 03.4
 BN0586
 BN0586|---------------------------------------------------------------------|
 BN0586| PID    Reference Object                     Distance      Geod. Az  |
 BN0586|                                                           dddmmss.s |
 BN0586| BN0589 BERTRAM CITY WATER TANK             APPROX.10.8 KM 0164058.6 |
 BN0586| CV4416 BUZZARD 2 RM 1                       26.236 METERS 04436     |
 BN0586| BN0587 BUZZARD                              78.893 METERS 05235     |
 BN0586| BN0591 BUZZARD 2 RM A 1967                  24.845 METERS 07817     |
 BN0586| CV4417 BUZZARD 2 RM 2                       24.049 METERS 12656     |
 BN0586| BN0614 SHOVEL                              APPROX.27.6 KM 2140642.7 |
 BN0586| CV4418 BUZZARD 2 RM 3                       14.114 METERS 30425     |
 BN0586|---------------------------------------------------------------------|
 BN0586
 BN0586                          SUPERSEDED SURVEY CONTROL
 BN0586
 BN0586  NAD 83(1986)-  30 38 54.94388(N)    098 05 13.97877(W) AD(       ) 1
 BN0586  NAD 27      -  30 38 54.27050(N)    098 05 12.91040(W) AD(       ) 1
 BN0586  NGVD 29 (07/19/86)  431.5    (m)         1416.     (f) VERT ANG       
 BN0586
 BN0586.Superseded values are not recommended for survey control.
 BN0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0586.See file dsdata.txt to determine how the superseded data were derived.
 BN0586
 BN0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU8745991013(NAD 83)
 BN0586_MARKER: DS = TRIANGULATION STATION DISK
 BN0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0586
 BN0586  HISTORY     - Date     Condition        Report By
 BN0586  HISTORY     - 1956     MONUMENTED       CGS
 BN0586  HISTORY     - 1967     GOOD             CGS
 BN0586
 BN0586                          STATION DESCRIPTION
 BN0586
 BN0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0586'THE STATION IS LOCATED ON THE PROPERTY OF MRS. W.A. HALL,
 BN0586'ABOUT 7 MILES SOUTHWEST OF BERTRAM, 2-1/2 MILES NORTHWEST
 BN0586'OF THE TRAVIS-WILLIAMSON-BURNET COUNTY LINE, 41 FEET SOUTH
 BN0586'OF A FENCE AND 4 FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS
 BN0586'POST.
 BN0586'
 BN0586'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29
 BN0586'AND FARM ROAD 243 IN BERTRAM, GO SOUTHERLY ON FARM ROAD 243
 BN0586'FOR 5.3 MILES TO THE OATMEAL SCHOOLHOUSE ON THE RIGHT, CONTINUE
 BN0586'SOUTH FOR 0.05 MILE TO A FORK, TAKE THE RIGHT ROAD AND GO
 BN0586'2.4 MILES TO A REVERSE FORK ON THE LEFT, CONTINUE SOUTHERLY
 BN0586'FOR 0.7 MILE TO A METAL GATE ON THE RIGHT, TURN RIGHT, PASSING
 BN0586'THROUGH THE GATE, AND GO WEST FOR 0.4 MILE TO A METAL GATE,
 BN0586'PASS THROUGH THE GATE AND TURN LEFT (SOUTH) FOR 0.8 MILE
 BN0586'TO A CORRAL ON THE LEFT AND A WINDMILL ON THE RIGHT, CONTINUE
 BN0586'FOR 0.05 MILE, LEAVE THE TRACK ROAD AND GO NORTHERLY FOR
 BN0586'0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH
 BN0586'FOR 0.15 MILE TO THE STATION.
 BN0586'
 BN0586'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0586'BUZZARD 2 1956.
 BN0586'
 BN0586'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE FENCE.  THE MARK
 BN0586'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BUZZARD 2 NO 1
 BN0586'1956.
 BN0586'
 BN0586'REFERENCE MARK 2 IS 97 FEET SOUTH OF THE FENCE.  THE MARK
 BN0586'PROJECTS 5 INCHES, AND THE DISK IS STAMPED BUZZARD 2 NO 2
 BN0586'1956.
 BN0586'
 BN0586'THE AZIMUTH MARK IS 3 FEET NORTHWEST OF A 4 IN X 4 IN WHITE
 BN0586'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 BN0586'DISK IS STAMPED BUZZARD 2 1956.
 BN0586'
 BN0586'A SECOND ORDER TRAVERSE WAS MADE TO BUZZARD 1903.
 BN0586'
 BN0586'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BN0586
 BN0586                          STATION RECOVERY (1967)
 BN0586
 BN0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1218 ***********************************************************************
 CT1218  DESIGNATION -  BUZZARD 2
 CT1218  PID         -  CT1218
 CT1218  STATE/COUNTY-  TX/TAYLOR
 CT1218  USGS QUAD   -  VIEW (1984)
 CT1218
 CT1218                         *CURRENT SURVEY CONTROL
 CT1218  ___________________________________________________________________
 CT1218* NAD 83(1993)-  32 21 41.12276(N)    099 57 35.81646(W)     ADJUSTED  
 CT1218* NAVD 88     -       734.8    (meters)    2411.     (feet)  VERTCON   
 CT1218  ___________________________________________________________________
 CT1218  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CT1218  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CT1218
 CT1218  HORZ ORDER  -  THIRD
 CT1218
 CT1218.The horizontal coordinates were established by classical geodetic methods
 CT1218.and adjusted by the National Geodetic Survey in February 1996..
 CT1218
 CT1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1218
 CT1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1218
 CT1218.The geoid height was determined by GEOID03.
 CT1218
 CT1218;                    North         East     Units Scale Factor Converg.
 CT1218;SPC TXNC     - 2,077,997.405   462,600.757   MT  0.99994464   -0 47 46.5
 CT1218;SPC TXNC     - 6,817,563.15  1,517,715.98   sFT  0.99994464   -0 47 46.5
 CT1218;UTM  14      - 3,580,902.846   409,683.347   MT  0.99970059   -0 30 49.9
 CT1218
 CT1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1218!SPC TXNC     -   0.99988890  x   0.99994464  =   0.99983354
 CT1218!UTM  14      -   0.99988890  x   0.99970059  =   0.99958952
 CT1218
 CT1218                          SUPERSEDED SURVEY CONTROL
 CT1218
 CT1218  NAD 83(1986)-  32 21 41.12863(N)    099 57 35.80498(W) AD(       ) 3
 CT1218  NGVD 29 (01/22/93)  734.6    (m)         2410.     (f) VERT ANG       
 CT1218
 CT1218.Superseded values are not recommended for survey control.
 CT1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1218.See file dsdata.txt to determine how the superseded data were derived.
 CT1218
 CT1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0968380903(NAD 83)
 CT1218_MARKER: DD = SURVEY DISK
 CT1218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT1218_SP_SET: METAL PIPE AND CONCRETE SURROUND
 CT1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1218
 CT1218  HISTORY     - Date     Condition        Report By
 CT1218  HISTORY     - 1955     MONUMENTED       USGS
 CT1218
 CT1218                          STATION DESCRIPTION
 CT1218
 CT1218'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CT1218'STATION LOCATED IN THE APPROXIMATE POSITION OF NGS STATION
 CT1218'--BUZZARD--, WHICH WAS DESTROYED.
 CT1218'
 CT1218'TO REACH FROM THE POST OFFICE AT VIEW, GO W. 0.2 MI. AND TURN RIGHT AT
 CT1218'T-RD. N., GO 0.3 MI. TO Y-RD. AT RAILROAD TRACK, THENCE LEFT (W.) FOR
 CT1218'2.8 MI. TO CROSSROAD, THENCE STRAIGHT AHEAD W. FOR 0.9 MI. AND TURN
 CT1218'RIGHT ON DIM FIELD RD., FOLLOW THIS ABANDONED RD. N. FOR 1.7 MI. TO
 CT1218'END OF RD. ON TOP OF TREE COVERED MESA AT SIGHT OF DRY HOLE AND END
 CT1218'OF TRUCK TRAVEL.  PACK NE., CROSSING A SADDLE TO STATION ON FLAT, TREE
 CT1218'COVERED MESA WHERE BUZZARD SPUR JOINS THE MAIN MESA, ABOUT 20-MINUTE
 CT1218'PACK.
 CT1218'
 CT1218'STATION MARK--STANDARD TABLET WELDED ON TO AN IRON PIPE PROJETING
 CT1218'ABOUT 4 IN. AND STAMPED---BUZZARD 2 1955---.  THERE ARE ROCKS AND
 CT1218'OLD LUMBER FROM PREVIOUS TOWERS AT THE STATION SITE.
 CT1218'
 CT1218'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN A CEDAR TREE, 38.42
 CT1218'FT. FROM STATION BEARING N 50 25 E.
 CT1218'
 CT1218'REFERENCE MARK NO. 2--CHISELED CROSS ON A BOULDER FLUSH WITH GROUND,
 CT1218'52.10 FT. FROM STATION MARK BEARING S 62 38 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0591 ***********************************************************************
 BN0591  DESIGNATION -  BUZZARD 2 RM A 1967
 BN0591  PID         -  BN0591
 BN0591  STATE/COUNTY-  TX/BURNET
 BN0591  USGS QUAD   -  BERTRAM (1986)
 BN0591
 BN0591                         *CURRENT SURVEY CONTROL
 BN0591  ___________________________________________________________________
 BN0591* NAD 83(1993)-  30 38 55.09565(N)    098 05 13.07765(W)     ADJUSTED  
 BN0591* NAVD 88     -       431.3    (meters)    1415.     (feet)  VERTCON   
 BN0591  ___________________________________________________________________
 BN0591  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 BN0591  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 BN0591
 BN0591  HORZ ORDER  -  FIRST
 BN0591
 BN0591.The horizontal coordinates were established by classical geodetic methods
 BN0591.and adjusted by the National Geodetic Survey in February 1996..
 BN0591
 BN0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0591
 BN0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0591
 BN0591.The geoid height was determined by GEOID03.
 BN0591
 BN0591;                    North         East     Units Scale Factor Converg.
 BN0591;SPC TX C     - 3,111,030.424   915,284.193   MT  0.99990058   +1 09 25.2
 BN0591;SPC TX C     -10,206,772.32  3,002,894.89   sFT  0.99990058   +1 09 25.2
 BN0591;UTM  14      - 3,391,018.574   587,483.501   MT  0.99969441   +0 27 55.7
 BN0591
 BN0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0591!SPC TX C     -   0.99993618  x   0.99990058  =   0.99983677
 BN0591!UTM  14      -   0.99993618  x   0.99969441  =   0.99963061
 BN0591
 BN0591:                Primary Azimuth Mark                     Grid Az
 BN0591:SPC TX C     -  BERTRAM                                  007 43 17.1
 BN0591:UTM  14      -  BERTRAM                                  008 24 46.6
 BN0591
 BN0591|---------------------------------------------------------------------|
 BN0591| PID    Reference Object                     Distance      Geod. Az  |
 BN0591|                                                           dddmmss.s |
 BN0591| BN0590 BERTRAM                             APPROX.11.3 KM 0085242.3 |
 BN0591| BN0586 BUZZARD 2                            24.845 METERS 25817     |
 BN0591|---------------------------------------------------------------------|
 BN0591
 BN0591                          SUPERSEDED SURVEY CONTROL
 BN0591
 BN0591  NAD 83(1986)-  30 38 55.10766(N)    098 05 13.06506(W) AD(       ) 1
 BN0591  NAD 27      -  30 38 54.43424(N)    098 05 11.99672(W) AD(       ) 1
 BN0591  NGVD 29 (07/19/86)  431.2    (m)         1415.     (f) VERT ANG       
 BN0591
 BN0591.Superseded values are not recommended for survey control.
 BN0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0591.See file dsdata.txt to determine how the superseded data were derived.
 BN0591
 BN0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU8748491019(NAD 83)
 BN0591_MARKER: DS = TRIANGULATION STATION DISK
 BN0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0591+STABILITY: SURFACE MOTION
 BN0591
 BN0591  HISTORY     - Date     Condition        Report By
 BN0591  HISTORY     - 1967     MONUMENTED       CGS
 BN0591
 BN0591                          STATION DESCRIPTION
 BN0591
 BN0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BN0591'THE STATION IS ABOUT 10 MILES WEST-SOUTHWEST OF LIBERTY HILL,
 BN0591'9-1/2 MILES EAST OF BURNET, 7 MILES SOUTH-SOUTHWEST OF BERTRAM
 BN0591'AND ON PROPERTY OWNED BY MR. C.D. LESTER.
 BN0591'
 BN0591'THE STATION MARK IS A STANDARD DISK STAMPED BUZZARD 2 RM A 1967,
 BN0591'SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND IS FLUSH
 BN0591'WITH THE GROUND SURFACE.  IT IS 51 FEET SOUTH OF A 12-INCH TREE,
 BN0591'49 FEET SOUTH OF A FENCE AND 40 FEET SOUTH OF THE CENTER OF A
 BN0591'TRACK ROAD.
 BN0591'
 BN0591'A TRAVERSE CONNECTION WAS MADE TO STATION BUZZARD 2 1956.
 BN0591'
 BN0591'FOR ROUTE TO REACH STATION SEE DESCRIPTION FOR BUZZARD 2 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6403 ***********************************************************************
 AB6403  SACS        -  This is a Secondary Airport Control Station.
 AB6403  DESIGNATION -  BWD AP STA A
 AB6403  PID         -  AB6403
 AB6403  STATE/COUNTY-  TX/BROWN
 AB6403  USGS QUAD   -  OWENS (1978)
 AB6403
 AB6403                         *CURRENT SURVEY CONTROL
 AB6403  ___________________________________________________________________
 AB6403* NAD 83(1993)-  31 48 00.98842(N)    098 57 17.31810(W)     ADJUSTED  
 AB6403* NAVD 88     -       421.60   (meters)    1383.2    (feet)  GPS OBS   
 AB6403  ___________________________________________________________________
 AB6403  X           -    -844,601.468 (meters)                     COMP
 AB6403  Y           -  -5,359,960.845 (meters)                     COMP
 AB6403  Z           -   3,341,837.959 (meters)                     COMP
 AB6403  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AB6403  ELLIP HEIGHT-         395.28  (meters)          (07/24/01) GPS OBS
 AB6403  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AB6403
 AB6403  HORZ ORDER  -  FIRST
 AB6403  ELLP ORDER  -  FOURTH    CLASS II
 AB6403
 AB6403.This mark is at Brownwood Muni (BWD) Airport (BWD)
 AB6403
 AB6403.The horizontal coordinates were established by GPS observations
 AB6403.and adjusted by the National Geodetic Survey in August 1996..
 AB6403
 AB6403.The orthometric height was determined by GPS observations and a
 AB6403.high-resolution geoid model.
 AB6403
 AB6403.GPS derived orthometric heights for airport stations designated as
 AB6403.PACS or SACS are published to 2 decimal places.  This maintains
 AB6403.centimeter relative accuracy between the PACS and SACS.  It does
 AB6403.not indicate centimeter accuracy relative to other marks which are
 AB6403.part of the NAVD 88 network.
 AB6403
 AB6403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6403
 AB6403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6403
 AB6403.The ellipsoidal height was determined by GPS observations
 AB6403.and is referenced to NAD 83.
 AB6403
 AB6403.The geoid height was determined by GEOID03.
 AB6403
 AB6403;                    North         East     Units Scale Factor Converg.
 AB6403;SPC TX C     - 3,237,339.333   830,536.404   MT  0.99997874   +0 42 36.1
 AB6403;SPC TX C     -10,621,170.80  2,724,851.52   sFT  0.99997874   +0 42 36.1
 AB6403;UTM  14      - 3,518,298.873   504,277.609   MT  0.99960023   +0 01 25.7
 AB6403
 AB6403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6403!SPC TX C     -   0.99993794  x   0.99997874  =   0.99991668
 AB6403!UTM  14      -   0.99993794  x   0.99960023  =   0.99953819
 AB6403
 AB6403:                Primary Azimuth Mark                     Grid Az
 AB6403:SPC TX C     -  BWD ARP                                  198 41 59.8
 AB6403:UTM  14      -  BWD ARP                                  199 23 10.2
 AB6403
 AB6403|---------------------------------------------------------------------|
 AB6403| PID    Reference Object                     Distance      Geod. Az  |
 AB6403|                                                           dddmmss.s |
 AB6403| AB2836 BWD ARP                             APPROX. 0.6 KM 1992435.9 |
 AB6403|---------------------------------------------------------------------|
 AB6403
 AB6403                          SUPERSEDED SURVEY CONTROL
 AB6403
 AB6403  ELLIP H (08/29/96)  395.32   (m)                       GP(       ) 4 2
 AB6403
 AB6403.Superseded values are not recommended for survey control.
 AB6403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6403.See file dsdata.txt to determine how the superseded data were derived.
 AB6403
 AB6403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0427818299(NAD 83)
 AB6403_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6403_STAMPING: AP 1957 STA A
 AB6403_MARK LOGO: CGS   
 AB6403_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6403+STABILITY: SURFACE MOTION
 AB6403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6403+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1995
 AB6403
 AB6403  HISTORY     - Date     Condition        Report By
 AB6403  HISTORY     - 1957     MONUMENTED       CGS
 AB6403  HISTORY     - 19790615 GOOD             NGS
 AB6403  HISTORY     - 19950301 GOOD             NGS
 AB6403
 AB6403                          STATION DESCRIPTION
 AB6403
 AB6403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AB6403'LOCATED AT BROWNWOOD MUNI AIRPORT, AT THE WESTERLY EDGE OF A GRASS
 AB6403'RECTANGLE FORMED BY RUNWAY 17-35 AND THE PARALLELING TAXIWAY.  THE
 AB6403'STATION IS 587 FT (178.9 M) SOUTH OF THE RUNWAY END, 77.2 FT (23.5 M)
 AB6403'EAST OF THE CENTERLINE OF THE RUNWAY, AND 2.2 FT (0.7 M) EAST OF THE
 AB6403'EAST EDGE OF THE RUNWAY.  A STANDARD TOPOGRAPHIC STATION DISK, STAMPED
 AB6403'AP 1957 STA A, SET IN THE TOP OF A CONCRETE MONUMENT 8 INCHES IN
 AB6403'DIAMETER FLUSH WITH THE GROUND.
 AB6403
 AB6403                          STATION RECOVERY (1995)
 AB6403
 AB6403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6403'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) NORTH OF BROWNWOOD, AT
 AB6403'THE BROWNWOOD REGINAL AIRPORT.  ALONG THE EAST EDGE OF RUNWAY 17-35
 AB6403'0.18 KM (0.10 MI) SOUTH OF THE NORTH END OF THE RUNWAY.
 AB6403'OWNERSHIP--CITY OF BROWNWOOD, BOX 1389, BROWNWOOD, TX.  76801.  PHONE
 AB6403'915-643-1482 OR 915-646-6022.  EVERETT PITTS AIRPORT MANAGER.
 AB6403'NOTE--CONTACT AIRPORT MANAGER 24 HOURS IN ADVANCE, (ESCORT NEEDED) ,
 AB6403'OFFICE IN HANGAR. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB6403'HIGHWAYS 67 AND 183 NEAR THE NORTH EDGE OF BROWNWOOD, GO NORTH, 6.25
 AB6403'KM (3.90 MI) TO THE AIRPORT ROAD ON THE LEFT.  TURN LEFT, NORTHWEST,
 AB6403'0.65 KM (0.40 MI) TO A FORK IN THE ROAD, BEAR LEFT, WEST, 0.1 KM (0.05
 AB6403'MI) TO A GATE AT THE SOUTHEAST CORNER OF THE HANGAR, PASS THROUGH THE
 AB6403'GATE, WEST, 0.12 KM (0.05 MI) TO A TAXI, TURN RIGHT, NORTH, 0.95 KM
 AB6403'(0.60 MI) TO THE STATION ON THE LEFT, ACROSS THE GRASS MEDIAN BETWEEN
 AB6403'THE TAXI AND THE RUNWAY, JUST OFF THE EDGE OF THE RUNWAY. STATION IS
 AB6403'178.9 M (586.9 FT) SOUTH OF THE NORTH END OF THE RUNWAY, 150.8 M
 AB6403'(494.7 FT) SOUTH-SOUTHWEST OF STATION AP STA A3 BWD, 23.5 M (77.1 FT)
 AB6403'WEST OF THE RUNWAY CENTERLINE, 0.3 M (1.0 FT) EAST OF THE EAST EDGE OF
 AB6403'THE RUNWAY, AND THE MONUMENT IS FLUSH WITH THE RUNWAY.
 AB6403'NOTE--TOPOGRAPHIC DISK BY D.E.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6404 ***********************************************************************
 AB6404  SACS        -  This is a Secondary Airport Control Station.
 AB6404  DESIGNATION -  BWD AP STA B
 AB6404  PID         -  AB6404
 AB6404  STATE/COUNTY-  TX/BROWN
 AB6404  USGS QUAD   -  OWENS (1978)
 AB6404
 AB6404                         *CURRENT SURVEY CONTROL
 AB6404  ___________________________________________________________________
 AB6404* NAD 83(1993)-  31 47 11.40339(N)    098 57 16.68264(W)     ADJUSTED  
 AB6404* NAVD 88     -       417.21   (meters)    1368.8    (feet)  GPS OBS   
 AB6404  ___________________________________________________________________
 AB6404  X           -    -844,709.635 (meters)                     COMP
 AB6404  Y           -  -5,360,754.695 (meters)                     COMP
 AB6404  Z           -   3,340,537.490 (meters)                     COMP
 AB6404  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AB6404  ELLIP HEIGHT-         390.94  (meters)          (07/24/01) GPS OBS
 AB6404  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AB6404
 AB6404  HORZ ORDER  -  FIRST
 AB6404  ELLP ORDER  -  FOURTH    CLASS II
 AB6404
 AB6404.This mark is at Brownwood Muni (BWD) Airport (BWD)
 AB6404
 AB6404.The horizontal coordinates were established by GPS observations
 AB6404.and adjusted by the National Geodetic Survey in August 1996..
 AB6404
 AB6404.The orthometric height was determined by GPS observations and a
 AB6404.high-resolution geoid model.
 AB6404
 AB6404.GPS derived orthometric heights for airport stations designated as
 AB6404.PACS or SACS are published to 2 decimal places.  This maintains
 AB6404.centimeter relative accuracy between the PACS and SACS.  It does
 AB6404.not indicate centimeter accuracy relative to other marks which are
 AB6404.part of the NAVD 88 network.
 AB6404
 AB6404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6404
 AB6404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6404
 AB6404.The ellipsoidal height was determined by GPS observations
 AB6404.and is referenced to NAD 83.
 AB6404
 AB6404.The geoid height was determined by GEOID03.
 AB6404
 AB6404;                    North         East     Units Scale Factor Converg.
 AB6404;SPC TX C     - 3,235,812.430   830,572.046   MT  0.99997542   +0 42 36.4
 AB6404;SPC TX C     -10,616,161.28  2,724,968.45   sFT  0.99997542   +0 42 36.4
 AB6404;UTM  14      - 3,516,772.227   504,294.955   MT  0.99960023   +0 01 26.0
 AB6404
 AB6404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6404!SPC TX C     -   0.99993862  x   0.99997542  =   0.99991404
 AB6404!UTM  14      -   0.99993862  x   0.99960023  =   0.99953887
 AB6404
 AB6404:                Primary Azimuth Mark                     Grid Az
 AB6404:SPC TX C     -  BWD ARP                                  345 32 04.6
 AB6404:UTM  14      -  BWD ARP                                  346 13 15.0
 AB6404
 AB6404|---------------------------------------------------------------------|
 AB6404| PID    Reference Object                     Distance      Geod. Az  |
 AB6404|                                                           dddmmss.s |
 AB6404| AB2836 BWD ARP                             APPROX. 1.0 KM 3461441.0 |
 AB6404|---------------------------------------------------------------------|
 AB6404
 AB6404                          SUPERSEDED SURVEY CONTROL
 AB6404
 AB6404  ELLIP H (08/29/96)  390.98   (m)                       GP(       ) 4 2
 AB6404
 AB6404.Superseded values are not recommended for survey control.
 AB6404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6404.See file dsdata.txt to determine how the superseded data were derived.
 AB6404
 AB6404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0429516772(NAD 83)
 AB6404_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB6404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6404_STAMPING: AP 1957 STA B
 AB6404_MARK LOGO: CGS   
 AB6404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6404+STABILITY: SURFACE MOTION
 AB6404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6404+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1995
 AB6404
 AB6404  HISTORY     - Date     Condition        Report By
 AB6404  HISTORY     - 1957     MONUMENTED       CGS
 AB6404  HISTORY     - 19810615 GOOD             NGS
 AB6404  HISTORY     - 19950301 GOOD             NGS
 AB6404
 AB6404                          STATION DESCRIPTION
 AB6404
 AB6404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB6404'LOCATED AT BROWNWOOD MUNI AIRPORT, BROWNWOOD, TEXAS, AT THE EAST
 AB6404'CORNER OF THE SOUTH END OF RUNWAY 17-35.  THE STATION IS 75.56 FT
 AB6404'(23.03 M) EAST OF THE CENTERLINE AND THE END OF RUNWAY END 35, AND 0.9
 AB6404'FT (27.4 CM) EAST OF THE EAST EDGE OF THE RUNWAY.  A STANDARD
 AB6404'TOPOGRAPHIC STATION DISK STAMPED AP 1957 STA B SET IN THE TOP OF A
 AB6404'CONCRETE MONUMENT 8 INCHES IN DIAMETER WHICH IS ABOUT 7 INCHES BELOW
 AB6404'THE SURFACE OF THE TAXIWAY.
 AB6404
 AB6404                          STATION RECOVERY (1995)
 AB6404
 AB6404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6404'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) NORTH OF BROWNWOOD, AT
 AB6404'THE BROWNWOOD REGINAL AIRPORT.  AT THE SOUTHEAST CORNER OF RUNWAY
 AB6404'17-35 AND THE SOUTHWEST END OF THE SOUTH TAXI.  OWNERSHIP--CITY OF
 AB6404'BROWNWOOD, BOX 1389, BROWNWOOD, TX.  76801.  PHONE 915-643-1482 OR
 AB6404'915-646-6022.  EVERETT PITTS AIRPORT MANAGER.  NOTE--CONTACT AIRPORT
 AB6404'MANAGER 24 HOURS IN ADVANCE, (ESCORT NEEDED) , OFFICE IN HANGAR. TO
 AB6404'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 67 AND 183 NEAR
 AB6404'THE NORTH EDGE OF BROWNWOOD, GO NORTH, 6.25 KM (3.90 MI) TO THE
 AB6404'AIRPORT ROAD ON THE LEFT.  TURN LEFT, NORTHWEST, 0.65 KM (0.40 MI) TO
 AB6404'A FORK IN THE ROAD, BEAR LEFT, WEST, 0.1 KM (0.05 MI) TO A GATE AT THE
 AB6404'SOUTHEAST CORNER OF THE HANGAR, PASS THROUGH THE GATE, WEST, 0.12 KM
 AB6404'(0.05 MI) TO A TAXI, TURN LEFT, SOUTH, 0.6 KM (0.35 MI) TO THE SOUTH
 AB6404'RUNWAY CONNECTOR, TURN RIGHT, WEST, ALONGE THE GRASS ON THE SOUTH SIDE
 AB6404'OF THE CONNECTOR, TO THE STATION ON THE LEFT AT THE SOUTHEAST CORNER
 AB6404'OF THE RUNWAY. STATION IS 54.8 M (179.8 FT) SOUTHWEST OF STATION AP
 AB6404'STA B3 BWD, 22.9 M (75.1 FT) EAST OF THE CENTER OF THE RUNWAY, 15.4 M
 AB6404'(50.5 FT) SOUTH OF THE CONNECTOR CENTERLINE, 8.1 M (26.6 FT) NORTHWEST
 AB6404'OF THE MOST EASTERLY 1 OF 8 RUNWAY END LIGHTS, 0.2 M (0.7 FT) EAST OF
 AB6404'THE SOUTHEAST RUNWAY CORNER, AND THE MONUMENT IS RECESSED .50 CM BELOW
 AB6404'THE LEVEL OF THE RUNWAY.  NOTE--TOPOGRAPHIC DISK BY D.E.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2836 ***********************************************************************
 AB2836  PACS        -  This is a Primary Airport Control Station.
 AB2836  DESIGNATION -  BWD ARP
 AB2836  PID         -  AB2836
 AB2836  STATE/COUNTY-  TX/BROWN
 AB2836  USGS QUAD   -  OWENS (1978)
 AB2836
 AB2836                         *CURRENT SURVEY CONTROL
 AB2836  ___________________________________________________________________
 AB2836* NAD 83(1993)-  31 47 41.57022(N)    098 57 25.32909(W)     ADJUSTED  
 AB2836* NAVD 88     -       420.88   (meters)    1380.8    (feet)  GPS OBS   
 AB2836  ___________________________________________________________________
 AB2836  X           -    -844,858.617 (meters)                     COMP
 AB2836  Y           -  -5,360,238.776 (meters)                     COMP
 AB2836  Z           -   3,341,329.226 (meters)                     COMP
 AB2836  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AB2836  ELLIP HEIGHT-         394.58  (meters)          (10/24/00) GPS OBS
 AB2836  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AB2836
 AB2836  HORZ ORDER  -  B
 AB2836  ELLP ORDER  -  FOURTH    CLASS II
 AB2836
 AB2836.This mark is at Brownwood Muni (BWD) Airport (BWD)
 AB2836
 AB2836.The horizontal coordinates were established by GPS observations
 AB2836.and adjusted by the National Geodetic Survey in February 1996..
 AB2836
 AB2836.The orthometric height was determined by GPS observations and a
 AB2836.high-resolution geoid model.
 AB2836
 AB2836.GPS derived orthometric heights for airport stations designated as
 AB2836.PACS or SACS are published to 2 decimal places.  This maintains
 AB2836.centimeter relative accuracy between the PACS and SACS.  It does
 AB2836.not indicate centimeter accuracy relative to other marks which are
 AB2836.part of the NAVD 88 network.
 AB2836
 AB2836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2836
 AB2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2836
 AB2836.The ellipsoidal height was determined by GPS observations
 AB2836.and is referenced to NAD 83.
 AB2836
 AB2836.The geoid height was determined by GEOID03.
 AB2836
 AB2836;                    North         East     Units Scale Factor Converg.
 AB2836;SPC TX C     - 3,236,738.685   830,333.097   MT  0.99997744   +0 42 31.9
 AB2836;SPC TX C     -10,619,200.17  2,724,184.50   sFT  0.99997744   +0 42 31.9
 AB2836;UTM  14      - 3,517,700.928   504,067.201   MT  0.99960020   +0 01 21.5
 AB2836
 AB2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2836!SPC TX C     -   0.99993805  x   0.99997744  =   0.99991549
 AB2836!UTM  14      -   0.99993805  x   0.99960020  =   0.99953827
 AB2836
 AB2836:                Primary Azimuth Mark                     Grid Az
 AB2836:SPC TX C     -  BWD AP STA A                             018 41 59.8
 AB2836:UTM  14      -  BWD AP STA A                             019 23 10.2
 AB2836
 AB2836|---------------------------------------------------------------------|
 AB2836| PID    Reference Object                     Distance      Geod. Az  |
 AB2836|                                                           dddmmss.s |
 AB2836| AB6403 BWD AP STA A                        APPROX. 0.6 KM 0192431.7 |
 AB2836| AB6404 BWD AP STA B                        APPROX. 1.0 KM 1661436.4 |
 AB2836|---------------------------------------------------------------------|
 AB2836
 AB2836                          SUPERSEDED SURVEY CONTROL
 AB2836
 AB2836  ELLIP H (02/20/96)  394.62   (m)                       GP(       ) 1 1
 AB2836
 AB2836.Superseded values are not recommended for survey control.
 AB2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2836.See file dsdata.txt to determine how the superseded data were derived.
 AB2836
 AB2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0406717701(NAD 83)
 AB2836_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2836_STAMPING: ARP 1957
 AB2836_MARK LOGO: CGS   
 AB2836_PROJECTION: FLUSH
 AB2836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2836+STABILITY: SURFACE MOTION
 AB2836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2836+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2001
 AB2836
 AB2836  HISTORY     - Date     Condition        Report By
 AB2836  HISTORY     - 1957     MONUMENTED       CGS
 AB2836  HISTORY     - 19790615 GOOD             NGS
 AB2836  HISTORY     - 19950301 GOOD             NGS
 AB2836  HISTORY     - 19980709 GOOD             NGS
 AB2836  HISTORY     - 19990111 GOOD             TXDOT
 AB2836  HISTORY     - 20010517 GOOD             JCLS
 AB2836  HISTORY     - 20010518 GOOD             JCLS
 AB2836
 AB2836                          STATION DESCRIPTION
 AB2836
 AB2836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AB2836'LOCATED AT BROWNWOOD MUNI AIRPORT, BROWNWOOD, TEXAS, AT THE NW EDGE OF
 AB2836'THE ABANDONED NE-SW RUNWAY 75 FT (22.9 M) NW OF THE CENTERLINE OF THE
 AB2836'RUNWAY, AND 800 FT (243.8 M) NNE OF THE RAILROAD SPIKE DRIVEN IN THE
 AB2836'PAVEMENT AT THE CENTERLINE INTERSECTION OF THE NE-SW RUNWAY AND THE
 AB2836'NW-SE RUNWAY.  A STANDARD TOPOGRAPHIC STATION DISK, STAMPED ARP 1957,
 AB2836'SET IN THE TOP OF A CONCRETE MONUMENT 8 INCHES IN DIAMETER FLUSH WITH
 AB2836'THE RUNWAY.
 AB2836
 AB2836                          STATION RECOVERY (1995)
 AB2836
 AB2836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2836'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) NORTH OF BROWNWOOD, AT
 AB2836'THE BROWNWOOD REGIONAL AIRPORT.  NEAR THE CENTER OF THE AIRPORT ALONG
 AB2836'THE SOUTHWEST EDGE OF AN ABANDONED RUNWAY, 0.18 KM (0.10 MI) SOUTHWEST
 AB2836'OF THE NORTH CORNER OF THE ABANDON RUNWAY, WEST OF RUNWAY 17-35.
 AB2836'OWNERSHIP--CITY OF BROWNWOOD, BOX 1389, BROWNWOOD, TX. 76801.  PHONE
 AB2836'915-643-1482 OR 915-646-6022.  EVERETT PITTS AIRPORT MANAGER.
 AB2836'NOTE--CONTACT AIRPORT MANAGER 24 HOURS IN ADVANCE, (ESCORT NEEDED) ,
 AB2836'OFFICE IN HANGAR.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AB2836'HIGHWAYS 67 AND 183 NEAR THE NORTH EDGE OF BROWNWOOD, GO NORTH, 6.25
 AB2836'KM (3.90 MI) TO THE AIRPORT ROAD ON THE LEFT.  TURN LEFT, NORTHWEST,
 AB2836'0.65 KM (0.40 MI) TO A FORK IN THE ROAD, BEAR LEFT, WEST, 0.1 KM (0.05
 AB2836'MI) TO A GATE AT THE SOUTHEAST CORNER OF THE HANGAR, PASS THROUGH THE
 AB2836'GATE, WEST, 0.12 KM (0.05 MI) TO A TAXI, TURN RIGHT, NORTH, 0.6 KM
 AB2836'(0.35 MI) TO A TAXI, TURN LEFT, WEST, 0.2 KM (0.10 MI) CROSSING RUNWAY
 AB2836'17-35 TO A CLOSED RUNWAY.  TURN LEFT, SOUTH, 0.16 KM (0.10 MI) ALONG A
 AB2836'TRACK ROAD TO THE NORTH CORNER OF AN ABANDONED RUNWAY, TURN RIGHT,
 AB2836'SOUTHWEST, 0.18 KM (0.10 MI) TO THE STATION ON THE RIGHT.  STATION IS
 AB2836'244 M (800.5 FT) NORTHEAST OF THE CENTER OF THE JUNCTION OF RUNWAY
 AB2836'12-30 AND THE ABANDONED RUNWAY, 182.0 M (597.1 FT) SOUTHWEST OF THE
 AB2836'NORTH CORNER OF THE ABANDONED RUNWAY, 0.6 M (2.0 FT) SOUTHEAST OF A
 AB2836'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE ABANDONED RUNWAY AND
 AB2836'GROUND SURFACE.  NOTE--TOPOGRAPHIC DISK BY D.E.B.
 AB2836
 AB2836                          STATION RECOVERY (1998)
 AB2836
 AB2836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRM)
 AB2836'RECOVERED AS DESCRIBED.
 AB2836
 AB2836                          STATION RECOVERY (1999)
 AB2836
 AB2836'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 AB2836'STATION RECOVERED, OTHER MARKS NOT SEARCHED FOR.
 AB2836
 AB2836                          STATION RECOVERY (2001)
 AB2836
 AB2836'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AB2836'RECOVERED IN GOOD CONDITION.
 AB2836
 AB2836                          STATION RECOVERY (2001)
 AB2836
 AB2836'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 AB2836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2774 ***********************************************************************
 AX2774  DESIGNATION -  BYERS
 AX2774  PID         -  AX2774
 AX2774  STATE/COUNTY-  TX/COLORADO
 AX2774  USGS QUAD   -  COLUMBUS (1981)
 AX2774
 AX2774                         *CURRENT SURVEY CONTROL
 AX2774  ___________________________________________________________________
 AX2774* NAD 83(1993)-  29 38 52.29592(N)    096 31 02.20442(W)     ADJUSTED  
 AX2774* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 AX2774  ___________________________________________________________________
 AX2774  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AX2774  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX2774
 AX2774  HORZ ORDER  -  FIRST
 AX2774
 AX2774.The horizontal coordinates were established by classical geodetic methods
 AX2774.and adjusted by the National Geodetic Survey in February 1996..
 AX2774
 AX2774.The orthometric height was scaled from a topographic map.
 AX2774
 AX2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2774
 AX2774.The geoid height was determined by GEOID03.
 AX2774
 AX2774;                    North         East     Units Scale Factor Converg.
 AX2774;SPC TXSC     - 4,203,649.522   840,342.367   MT  0.99987810   +1 12 58.7
 AX2774;SPC TXSC     -13,791,473.47  2,757,023.25   sFT  0.99987810   +1 12 58.7
 AX2774;UTM  14      - 3,282,343.185   740,332.249   MT  1.00031273   +1 13 43.4
 AX2774
 AX2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2774!SPC TXSC     -   0.99999264  x   0.99987810  =   0.99987074
 AX2774!UTM  14      -   0.99999264  x   1.00031273  =   1.00030537
 AX2774
 AX2774|---------------------------------------------------------------------|
 AX2774| PID    Reference Object                     Distance      Geod. Az  |
 AX2774|                                                           dddmmss.s |
 AX2774| CV6983 BYERS RM 1                           41.556 METERS 09245     |
 AX2774| AX2660 EAGLE LAKE MUNICIPAL STANDPIPE      APPROX.18.5 KM 1093822.4 |
 AX2774| AX2661 WHITTMER RICE ELEVATOR              APPROX.19.9 KM 1101430.8 |
 AX2774| AX2662 EAGLE LAKE RICE MILL                APPROX.19.8 KM 1144848.7 |
 AX2774| AX2659 EAGLE LAKE STACK                    APPROX.20.3 KM 1191710.5 |
 AX2774| CV6984 BYERS RM 2                           32.278 METERS 19153     |
 AX2774| AX2770 COLUMBUS COLORADO CO CTHSE          APPROX. 6.8 KM 3411502.0 |
 AX2774|---------------------------------------------------------------------|
 AX2774
 AX2774                          SUPERSEDED SURVEY CONTROL
 AX2774
 AX2774  NAD 83(1986)-  29 38 52.31063(N)    096 31 02.19026(W) AD(       ) 1
 AX2774  NAD 27      -  29 38 51.45800(N)    096 31 01.29500(W) AD(       ) 1
 AX2774
 AX2774.Superseded values are not recommended for survey control.
 AX2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2774.See file dsdata.txt to determine how the superseded data were derived.
 AX2774
 AX2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4033282343(NAD 83)
 AX2774_MARKER: DS = TRIANGULATION STATION DISK
 AX2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2774+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 AX2774
 AX2774  HISTORY     - Date     Condition        Report By
 AX2774  HISTORY     - 1943     MONUMENTED       CGS
 AX2774  HISTORY     - 1952     GOOD             CGS
 AX2774  HISTORY     - 1963     GOOD             CGS
 AX2774  HISTORY     - 1968     GOOD             CGS
 AX2774  HISTORY     - 20030806 GOOD             FSURVY
 AX2774
 AX2774                          STATION DESCRIPTION
 AX2774
 AX2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2774'THE STATION IS ABOUT 4.5 MILES SE OF COLUMBUS, ON THE W
 AX2774'SIDE OF TEXAS 71, AT JUNCTION WITH DIRT ROAD LEADING TO
 AX2774'ROCK ISLAND.  THE MARK IS W OF 71 AND N OF THE DIRT ROAD
 AX2774'TO ROCK ISLAND, ABOUT 0.2 MILE S OF MRS. BYERS LARGE FRAME
 AX2774'HOUSE, 3 FEET ENE OF A CONCRETE RIGHT-OF-WAY POST, IN LINE
 AX2774'WITH IT AND ANOTHER POST ABOUT 6 PACES ENE, ABOUT 60 FEET
 AX2774'W OF THE CENTER LINE OF 71.  THE DISK IS STAMPED BYERS 1943
 AX2774'AND PROJECTS 4 INCHES.
 AX2774'
 AX2774'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2774'DISKS SET IN CONCRETE.
 AX2774'
 AX2774'REFERENCE MARK NO. 1 IS SE OF STATION, ACROSS 71, IN RIGHT-OF-WAY
 AX2774'FENCE, ABOUT 50 FEET S OF R.E.A. TELEPHONE POLE CUT LIN-40-7-35.
 AX2774'THE DISK IS STAMPED BYERS 1943 AND PROJECTS 2 INCHES.
 AX2774'
 AX2774'REFERENCE MARK NO. 2 IS SW OF THE STATION, ABOUT 2 FEET S
 AX2774'OF FENCE CORNER, AT SW CORNER OF JUNCTION OF ROCK ISLAND
 AX2774'DIRT ROAD AND ANOTHER DIRT ROAD WHICH PARALLELS 71 AT THIS
 AX2774'POINT.  THE DISK IS STAMPED BYERS 1943 AND PROJECTS 2 INCHES.
 AX2774'
 AX2774'THE AZIMUTH MARK IS 0.35 MILE S OF STATION, ON E SIDE OF
 AX2774'TEXAS 71, ABOUT 50 FEET E OF CENTER LINE OF ROAD, IN RIGHT-OF-WAY
 AX2774'FENCE, 2 FEET SW OF RURAL ELECTRIC ASSOCIATION TELEPHONE
 AX2774'POLE NO. A-301.  THE DISK IS STAMPED BYERS 1943 AND PROJECTS
 AX2774'1 INCH.  TO REACH FROM STATION--GO S ON TEXAS 71 FROM STATION
 AX2774'0.35 MILE TO FOURTH PHONE POLE, AND AZIMUTH ON LEFT.
 AX2774'
 AX2774'THE STATION IS REACHED FROM COLUMBUS BY GOING S FROM THE
 AX2774'COURTHOUSE ON TEXAS 71 (CITY ROUTE) 4.5 MILES TO DIRT ROAD
 AX2774'RIGHT TO ROCK ISLAND, AND STATION.
 AX2774'
 AX2774'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX2774
 AX2774                          STATION RECOVERY (1952)
 AX2774
 AX2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AX2774'STATION LOCATED AND FOUND AS DESCRIBED.
 AX2774'
 AX2774'REFERENCE MARKS IN PLACE IN GOOD CONDITION.
 AX2774'
 AX2774'DESCRIPTION IS ADEQUATE TO REACH THE STATION
 AX2774
 AX2774                          STATION RECOVERY (1963)
 AX2774
 AX2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2774'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 AX2774'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2774'FOR PROCEEDINGS TO STATION SITE ARE CORRECT.
 AX2774
 AX2774                          STATION RECOVERY (1968)
 AX2774
 AX2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AX2774'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 AX2774'MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD IMPROVEMENTS
 AX2774'AT THE STATION SITE THE REFERENCE MARKS WERE FOUND TO BE IN
 AX2774'THE LIMITS OF CONSTRUCTION.  THE REFERENCE MARKS WERE REMOVED
 AX2774'FROM THERE ORIGINAL POSITION AND RESET OUT OF THE CONSTRUCTION
 AX2774'AREA TO SERVE AS REFERENCE MARKS TO BYERS 2.  A NEW STATION
 AX2774'MARK AND AZIMUTH MARK WERE SET AS THE OLD MARKS WILL PROBABLY
 AX2774'BE DESTROYED WHEN ROAD WORK BEGINS.
 AX2774'
 AX2774'TRIANGULATION STATION BYERS 2 POSITION WAS DETERMINED BY
 AX2774'TRAVERSE FROM BYERS, DISTANCE BEING 38.17 FEET (11.635 METERS)
 AX2774'NORTH FROM THE STATION.  BYERS UNDERGROUND STATION MARK WILL
 AX2774'BE BELOW THE ROAD SURFACE OF COLORADO COUNTY ROAD 103.
 AX2774'
 AX2774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 AX2774'MILES SOUTHEAST
 AX2774
 AX2774                          STATION RECOVERY (2003)
 AX2774
 AX2774'RECOVERY NOTE BY FRANK SURVEYING COMPANY 2003 (MWL)
 AX2774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0705 ***********************************************************************
 EM0705  DESIGNATION -  BYERS
 EM0705  PID         -  EM0705
 EM0705  STATE/COUNTY-  TX/CLAY
 EM0705  USGS QUAD   -  PETROLIA (1984)
 EM0705
 EM0705                         *CURRENT SURVEY CONTROL
 EM0705  ___________________________________________________________________
 EM0705* NAD 83(1993)-  34 02 51.08092(N)    098 12 18.02565(W)     ADJUSTED  
 EM0705* NAVD 88     -       318.6    (meters)    1045.     (feet)  VERTCON   
 EM0705  ___________________________________________________________________
 EM0705  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 EM0705  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 EM0705
 EM0705  HORZ ORDER  -  SECOND
 EM0705
 EM0705.The horizontal coordinates were established by classical geodetic methods
 EM0705.and adjusted by the National Geodetic Survey in February 1996..
 EM0705
 EM0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0705
 EM0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0705
 EM0705.The geoid height was determined by GEOID03.
 EM0705
 EM0705;                    North         East     Units Scale Factor Converg.
 EM0705;SPC TXNC     - 2,264,066.622   627,238.274   MT  1.00002356   +0 09 39.2
 EM0705;SPC TXNC     - 7,428,025.24  2,057,864.24   sFT  1.00002356   +0 09 39.2
 EM0705;UTM  14      - 3,767,710.216   573,375.846   MT  0.99966637   +0 26 42.4
 EM0705
 EM0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0705!SPC TXNC     -   0.99995417  x   1.00002356  =   0.99997773
 EM0705!UTM  14      -   0.99995417  x   0.99966637  =   0.99962055
 EM0705
 EM0705:                Primary Azimuth Mark                     Grid Az
 EM0705:SPC TXNC     -  BYERS MUNICIPAL TANK                     029 06 44.0
 EM0705:UTM  14      -  BYERS MUNICIPAL TANK                     028 49 40.8
 EM0705
 EM0705|---------------------------------------------------------------------|
 EM0705| PID    Reference Object                     Distance      Geod. Az  |
 EM0705|                                                           dddmmss.s |
 EM0705| EM0706 BYERS MUNICIPAL TANK                APPROX. 2.9 KM 0291623.2 |
 EM0705| CX7709 BYERS AZ MK                                        0325852.0 |
 EM0705| EL0959 RYAN MUNICIPAL TANK                 APPROX.23.7 KM 0954815.7 |
 EM0705| EL0956 RYAN HIGH SCHOOL CUPOLA             APPROX.23.7 KM 0960001.3 |
 EM0705| CX7712 BYERS RM 3                           56.278 METERS 12918     |
 EM0705| CX7710 BYERS RM 1                           67.199 METERS 13737     |
 EM0705| CX7711 BYERS RM 2                           38.883 METERS 20700     |
 EM0705| EM0707 PETROLIA MUNICIPAL TANK             APPROX. 4.5 KM 2155907.7 |
 EM0705| EM0697 TEMPLE MUNICIPAL TANK               APPROX.25.3 KM 3524929.8 |
 EM0705|---------------------------------------------------------------------|
 EM0705
 EM0705                          SUPERSEDED SURVEY CONTROL
 EM0705
 EM0705  NAD 83(1993)-  34 02 51.08101(N)    098 12 18.02550(W) AD(       ) 2
 EM0705  NAD 83(1986)-  34 02 51.08426(N)    098 12 18.01270(W) AD(       ) 2
 EM0705  NAD 27      -  34 02 50.74200(N)    098 12 16.85500(W) AD(       ) 2
 EM0705  NGVD 29 (07/19/86)  318.5    (m)         1045.     (f) VERT ANG       
 EM0705
 EM0705.Superseded values are not recommended for survey control.
 EM0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0705.See file dsdata.txt to determine how the superseded data were derived.
 EM0705
 EM0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC7337667710(NAD 83)
 EM0705_MARKER: DS = TRIANGULATION STATION DISK
 EM0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0705
 EM0705  HISTORY     - Date     Condition        Report By
 EM0705  HISTORY     - 1923     MONUMENTED       CGS
 EM0705  HISTORY     - 1937     GOOD             TXHD
 EM0705  HISTORY     - 1944     GOOD             CGS
 EM0705  HISTORY     - 1948     GOOD             CGS
 EM0705  HISTORY     - 1950     GOOD             CGS
 EM0705  HISTORY     - 1955     GOOD             CGS
 EM0705  HISTORY     - 1961     GOOD             CGS
 EM0705  HISTORY     - 1964     GOOD             CGS
 EM0705  HISTORY     - 1965     GOOD             CGS
 EM0705
 EM0705                          STATION DESCRIPTION
 EM0705
 EM0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0705'STATION IS 1-1/2 MILES SW OF THE TOWN OF BYERS, 200 METERS
 EM0705'(656 FEET) W OF THE BYERS-WICHITA FALLS HIGHWAY, 225 METERS
 EM0705'(738 FEET) W OF THE WICHITA VALLEY RAILROAD, AND ABOUT 40 METERS
 EM0705'(131 FEET) N OF A ROAD RUNNING E-W, ON THE HIGHEST POINT OF
 EM0705'LAND IN THE VICINITY.  LAND BELONGS TO G.W. BYERS, WHO LIVES
 EM0705'ABOUT 1/2 MILE N OF THE TOWN OF BYERS.
 EM0705'
 EM0705'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EM0705'DISKS SET IN CONCRETE AS DESCRIBED.
 EM0705'
 EM0705'REFERENCE MARK, SET IN FENCE LINE AT S EDGE OF ROAD IS 67.28
 EM0705'METERS (220.7 FEET) FROM STATION, S 42 DEG 23 MIN E.
 EM0705
 EM0705                          STATION RECOVERY (1937)
 EM0705
 EM0705'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 EM0705'REFERENCE MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EM0705'STATION NOT FOUND.  REFERENCE MARK IS 1 FOOT N OF YARD FENCE.
 EM0705'AND ABOUT 55 FEET N OF NE CORNER OF FARM HOUSE.  AND ABOUT 0.15
 EM0705'MILE E OF NEW STATE HIGHWAY 66 AND ITS INTERSECTION WITH E-W
 EM0705'ROAD THAT GOES PAST REFERENCE MARK.
 EM0705
 EM0705                          STATION RECOVERY (1944)
 EM0705
 EM0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 EM0705'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  DUE TO
 EM0705'CHANGES THE DESCRIPTION SHOULD READ AS FOLLOWS--
 EM0705'
 EM0705'LOCATED ABOUT 1.5 MILES SW OF THE TOWN OF BYERS, 700 FEET
 EM0705'E OF STATE HWY 79, 250 FEET N OF A HOUSE, AND 145 FEET N OF
 EM0705'AN E-W ROAD ON THE HIGHEST LAND IN THE VICINITY.
 EM0705'
 EM0705'STATION IS REACHED FROM THE P.O. IN PETROLIA BY GOING E AND
 EM0705'N ON STATE HWY 79 FOR 2.8 MILES, TURN RIGHT (E) ON DIRT
 EM0705'ROAD AND GO 0.2 MILES, TURN LEFT (N) PASS THROUGH A WIRE GATE
 EM0705'AND GO 150 FEET TO HIGH GROUND AND STATION.
 EM0705'
 EM0705'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 EM0705'SURFACE MARK IS APPROXIMATELY 4 INCHES BELOW
 EM0705'THE SURFACE OF THE GROUND.
 EM0705'
 EM0705'REFERENCE MARK IS A STANDARD DISK IN CONCRETE, SET
 EM0705'IN A FENCE LINE AT THE SOUTH SIDE OF THE ROAD AND 15 FEET
 EM0705'E OF THE GATE IN FRONT OF THE HOUSE, 67.28 METERS (220.7 FEET)
 EM0705'FROM STATION, S 42 DEG 43 MIN E.
 EM0705
 EM0705                          STATION RECOVERY (1948)
 EM0705
 EM0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 EM0705'THE STATION, AND REFERENCE MARK RECOVERED
 EM0705'AS DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK,
 EM0705'AND REFERENCE MARK NO 2, WAS ESTABLISHED.
 EM0705'FOLLOWING IS A COMPLETE DESCRIPTION.
 EM0705'
 EM0705'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF BYERS ON
 EM0705'THE TOP OF A SMALL HILL IN A PASTURE AND ON LAND OWNED BY K.P.
 EM0705'LYONS OF BYERS.  IT IS ABOUT 0.1 MILE SOUTH OF TEXAS STATE
 EM0705'ROUTE NO 79, 200 FEET NORTH OF EAST-WEST DIRT ROAD, 0.25 MILE
 EM0705'EAST OF Y FORMED BY EAST-WEST ROAD AND STATE ROUTE NO 79,
 EM0705'30 FEET SOUTH OF SOUTH EDGE OF CULTIVATED FIELD AND 6 FEET
 EM0705'WEST OF WITNESS POST.  IT IS STAMPED BYERS 1923 AND PROJECTS
 EM0705'2 INCHES.
 EM0705'
 EM0705'REFERENCE MARK IS SOUTHEAST OF THE STATION, 20 FEET SOUTH OF THE
 EM0705'CENTER OF DIRT ROAD, 50 FEET NORTHEAST OF NORTHEAST CORNER
 EM0705'OF FARM HOUSE AND 6 INCHES NORTH OF FENCE LINE.  IT IS STAMPED
 EM0705'BYERS 1923 AND SET FLUSH WITH THE GROUND SURFACE.
 EM0705'
 EM0705'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, SET
 EM0705'IN BEDROCK, 35 FEET NORTH OF THE CENTER OF EAST-WEST DIRT ROAD
 EM0705'AND 15 FEET NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 EM0705'BYERS NO 2 1948 AND SET FLUSH WITH THE ROCK SURFACE.
 EM0705'
 EM0705'THE AZIMUTH MARK IS ABOUT 0.9 MILE NORTH-NORTHEAST OF THE
 EM0705'STATION, 50 FEET NORTH OF THE CENTER OF STATE ROUTE NO 79,
 EM0705'1 FOOT SOUTH OF FENCE LINE AND 2 FEET WEST OF WITNESS POST.
 EM0705'IT IS STAMPED BYERS 1948 AND PROJECTS 4 INCHES.
 EM0705'
 EM0705'TO REACH THE STATION FROM THE POST OFFICE IN BYERS, GO SOUTHWEST
 EM0705'ON STATE ROUTE NO 79 FOR 0.85 MILE TO THE AZIMUTH MARK ON
 EM0705'THE NORTH SIDE OF ROAD AS DESCRIBED, CONTINUE SOUTHWEST
 EM0705'ON STATE ROUTE 79 FOR 0.9 MILE TO CROSSROADS, TURN LEFT AND GO
 EM0705'EAST FOR 0.15 MILE TO END OF TRUCK TRAVEL.  THE STATION IS
 EM0705'ABOUT 200 FEET NORTH OF THIS POINT ON SMALL HILL IN PASTURE
 EM0705'AS DESCRIBED.
 EM0705'
 EM0705'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 EM0705'
 EM0705'A 4 FOOT SIGNAL AT STATION THORNBERRY 1923 IS VISIBLE AT
 EM0705'4 FEET.
 EM0705'
 EM0705'A 47 FOOT SIGNAL AT STATION LEE 2 IS VISIBLE AT 4 FEET.
 EM0705'
 EM0705'A 4 FOOT SIGNAL AT STATION HASTINGS 1923 IS VISIBLE AT 4
 EM0705'FEET.
 EM0705
 EM0705                          STATION RECOVERY (1950)
 EM0705
 EM0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 EM0705'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EM0705
 EM0705                          STATION RECOVERY (1955)
 EM0705
 EM0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HWH)
 EM0705'THIS STATION RECOVERED IN GOOD CONDITION.
 EM0705
 EM0705                          STATION RECOVERY (1961)
 EM0705
 EM0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 EM0705'STATION MARK, REFERENCE MARK, REFERENCE MARK NO. 2 AND THE
 EM0705'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN
 EM0705'GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK, REFERENCE MARK
 EM0705'NO. 2 AND THE AZIMUTH MARK WERE VERIFIED.  THE DISTANCE TO
 EM0705'REFERENCE MARK WAS FOUND TO BE .23 FOOT SHORTER THAN THE 1948
 EM0705'MEASUREMENT.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS VERIFIED.
 EM0705'
 EM0705'THE TO REACH WAS ENTIRELY ADEQUATE.
 EM0705'
 EM0705'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 EM0705
 EM0705                          STATION RECOVERY (1964)
 EM0705
 EM0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DMW)
 EM0705'RECOVERED AS DESCRIBED.
 EM0705
 EM0705                          STATION RECOVERY (1965)
 EM0705
 EM0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0705'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 EM0705'WERE RECOVERED AS DESCRIBED AND IN GOOD
 EM0705'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND IN POOR
 EM0705'CONDITION AND WAS DESTROYED.  REFERENCE MARK NO. 3 WAS
 EM0705'ESTABLISHED.  A DIFFERENCE IN DISTANCE TO REFERENCE
 EM0705'MARK NO. 2 WAS NOTED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 EM0705'
 EM0705'THE STATION IS 2-1/2 MILES NORTHEAST OF PETROLIA, 1-1/2
 EM0705'MILES SOUTHWEST OF BYERS, 0.1 MILE SOUTHEAST OF STATE
 EM0705'HIGHWAY 79, ON A GRASSY KNOLL IN PASTURE, AND ON
 EM0705'PROPERTY OWNED BY MR. RED LYONS.
 EM0705'
 EM0705'TO REACH THE STATION FROM THE POST OFFICE IN BYERS, GO
 EM0705'SOUTHWEST ON STATE HIGHWAY 79 FOR 0.85 MILE TO THE
 EM0705'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWEST ON
 EM0705'HIGHWAY 79 FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 EM0705'LEFT AND GO EAST ON A GRAVEL ROAD FOR 0.1 MILE TO THE
 EM0705'STATION ON THE LEFT, 150 FEET NORTH OF THE GRAVEL ROAD.
 EM0705'
 EM0705'STATION MARK IS A STANDARD DISK STAMPED BYERS 1923, SET
 EM0705'IN THE TOP OF A CONCRETE POST, FLUSH WITH THE SURFACE.  IT
 EM0705'IS 133.5 FEET NORTH OF AN EAST-WEST FENCE, 6 FEET WEST
 EM0705'OF A METAL WITNESS POST AND ON THE HIGHEST PART OF
 EM0705'THE KNOLL.
 EM0705'
 EM0705'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BYERS NO 2
 EM0705'1948, IS CEMENTED IN A DRILL HOLE IN BEDROCK, 6 BY 4
 EM0705'FEET EXPOSED AND FLUSH WITH THE SURROUNDING SURFACE.  IT
 EM0705'IS 34 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 14.5 FEET
 EM0705'NORTH OF THE FENCE AND ABOUT 2 FEET LOWER THAN THE
 EM0705'STATION.
 EM0705'
 EM0705'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BYERS NO 3
 EM0705'1923, IS SET IN A ROUND CONCRETE POST, 12 INCHES IN
 EM0705'DIAMETER, THAT PROJECTS 6 INCHES.  IT IS 29 FEET NORTH OF
 EM0705'THE CENTERLINE OF THE GRAVEL ROAD, 11 FEET NORTH OF THE
 EM0705'FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 EM0705'
 EM0705'AZIMUTH MARK IS A STANDARD DISK STAMPED BYERS 1948, SET
 EM0705'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 EM0705'PROJECTS 1 INCH.  IT IS 48 FEET WEST-NORTHWEST OF THE
 EM0705'CENTERLINE OF HIGHWAY 79, 1.5 FEET SOUTH-SOUTHWEST OF A
 EM0705'METAL WITNESS POST AND 1 FOOT EAST-NORTHEAST OF A
 EM0705'FENCE.
 EM0705'
 EM0705'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EM0705'1.5 MILES SOUTHWEST OF BYERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2773 ***********************************************************************
 AX2773  DESIGNATION -  BYERS 2
 AX2773  PID         -  AX2773
 AX2773  STATE/COUNTY-  TX/COLORADO
 AX2773  USGS QUAD   -  COLUMBUS (1981)
 AX2773
 AX2773                         *CURRENT SURVEY CONTROL
 AX2773  ___________________________________________________________________
 AX2773* NAD 83(1993)-  29 38 52.61370(N)    096 31 02.43849(W)     ADJUSTED  
 AX2773* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 AX2773  ___________________________________________________________________
 AX2773  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AX2773  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX2773
 AX2773  HORZ ORDER  -  SECOND
 AX2773
 AX2773.The horizontal coordinates were established by classical geodetic methods
 AX2773.and adjusted by the National Geodetic Survey in February 1996..
 AX2773.No horizontal observational check was made to the station.
 AX2773
 AX2773.The orthometric height was scaled from a topographic map.
 AX2773
 AX2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2773
 AX2773.The geoid height was determined by GEOID03.
 AX2773
 AX2773;                    North         East     Units Scale Factor Converg.
 AX2773;SPC TXSC     - 4,203,659.169   840,335.866   MT  0.99987811   +1 12 58.6
 AX2773;SPC TXSC     -13,791,505.12  2,757,001.92   sFT  0.99987811   +1 12 58.6
 AX2773;UTM  14      - 3,282,352.836   740,325.743   MT  1.00031269   +1 13 43.3
 AX2773
 AX2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2773!SPC TXSC     -   0.99999264  x   0.99987811  =   0.99987075
 AX2773!UTM  14      -   0.99999264  x   1.00031269  =   1.00030533
 AX2773
 AX2773:                Primary Azimuth Mark                     Grid Az
 AX2773:SPC TXSC     -  BYERS AZ MK                              146 01 16.5
 AX2773:UTM  14      -  BYERS AZ MK                              146 00 31.8
 AX2773
 AX2773|---------------------------------------------------------------------|
 AX2773| PID    Reference Object                     Distance      Geod. Az  |
 AX2773|                                                           dddmmss.s |
 AX2773| CV6982 BYERS AZ MK                                        1471415.1 |
 AX2773| AX2774 BYERS                                11.635 METERS 14715     |
 AX2773| CV6985 BYERS 2 AZ MK                                      1614735.0 |
 AX2773| CV6986 BYERS 2 RM 3                         29.176 METERS 19400     |
 AX2773| CV6987 BYERS 2 RM 4                         17.796 METERS 33352     |
 AX2773|---------------------------------------------------------------------|
 AX2773
 AX2773                          SUPERSEDED SURVEY CONTROL
 AX2773
 AX2773  NAD 83(1986)-  29 38 52.62841(N)    096 31 02.42433(W) AD(       ) 2
 AX2773  NAD 27      -  29 38 51.77600(N)    096 31 01.52900(W) AD(       ) 2
 AX2773
 AX2773.Superseded values are not recommended for survey control.
 AX2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2773.See file dsdata.txt to determine how the superseded data were derived.
 AX2773
 AX2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4032682353(NAD 83)
 AX2773_MARKER: DS = TRIANGULATION STATION DISK
 AX2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2773+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 AX2773
 AX2773  HISTORY     - Date     Condition        Report By
 AX2773  HISTORY     - 1968     MONUMENTED       CGS
 AX2773  HISTORY     - 19910608 GOOD             USPSQD
 AX2773  HISTORY     - 20030806 GOOD             FSURVY
 AX2773
 AX2773                          STATION DESCRIPTION
 AX2773
 AX2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AX2773'THE STATION IS ABOUT 4 MILES SOUTHEAST OF COLUMBUS ALONG
 AX2773'THE WEST SIDE OF STATE HIGHWAY 71, IN THE NORTHWEST ANGLE
 AX2773'OF THE ROAD JUNCTION OF COLORADO COUNTY ROAD 102-103 AND
 AX2773'STATE HIGHWAY 71.
 AX2773'
 AX2773'TO REACH STATION FROM THE COURTHOUSE IN COLUMBUS, GO SOUTH
 AX2773'ON SPUR ROAD 52 FOR 1.9 MILES TO ITS JUNCTION WITH STATE
 AX2773'HIGHWAY 71.  THENCE CONTINUE SOUTH ON STATE HIGHWAY 71 FOR
 AX2773'3.65 MILES TO STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 AX2773'MARK, GO SOUTH ON COLORADO COUNTY ROAD 102 FOR 0.2 MILE TO
 AX2773'MARK ON THE RIGHT.
 AX2773'
 AX2773'STATION MARKS ARE STANDARD DISKS, STAMPED BYERS 2 1968.  THE
 AX2773'SURFACE STATION DISK IS SET IN A 10 IN X 10 IN CONCRETE
 AX2773'POST WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 70 FEET
 AX2773'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 71, 72 FEET
 AX2773'NORTHWEST OF THE CENTER LINE OF COUNTY ROAD 103, 20 FEET
 AX2773'NORTHEAST OF THE EXTENDED CENTER LINE OF COUNTY ROAD 102,
 AX2773'5 FEET SOUTH OF A FENCE CORNER AND 1 FOOT WEST OF A METAL
 AX2773'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AX2773'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF GROUND.
 AX2773'
 AX2773'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED BYERS 2 NO
 AX2773'3 1968, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AX2773'8 INCHES ABOVE THE GROUND.  IT IS 137 FEET SOUTHWEST OF
 AX2773'THE CENTER LINE OF HIGHWAY 71, 24 FEET NORTHWEST OF THE
 AX2773'CENTER LINE OF COUNTY ROAD 103 AND 34 FEET SOUTHWEST OF THE
 AX2773'EXTENDED CENTER LINE OF COUNTY ROAD 102.
 AX2773'
 AX2773'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED BYERS 2 NO
 AX2773'4 1968, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AX2773'2 INCHES ABOVE GROUND.  IT IS 66 FEET SOUTHWEST OF THE
 AX2773'CENTER LINE OF HIGHWAY 71, 130 FEET NORTHWEST OF THE CENTER
 AX2773'LINE OF COUNTY ROAD 103 AND 1 FOOT WEST OF A METAL WITNESS
 AX2773'POST.
 AX2773'
 AX2773'AZIMUTH MARK, A STANDARD DISK, STAMPED BYERS 2 1968, IS SET
 AX2773'IN A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE GROUND.
 AX2773'IT IS 30 FEET WEST OF THE CENTER LINE OF COLORADO COUNTY
 AX2773'ROAD 102, 1 FOOT NORTH OF A METAL WITNESS POST AND 6 INCHES
 AX2773'EAST OF THE RIGHT-OF-WAY FENCE LINE.
 AX2773
 AX2773                          STATION RECOVERY (1991)
 AX2773
 AX2773'RECOVERY NOTE BY US POWER SQUADRON 1991 (WM)
 AX2773'RECOVERED IN GOOD CONDITION.
 AX2773
 AX2773                          STATION RECOVERY (2003)
 AX2773
 AX2773'RECOVERY NOTE BY FRANK SURVEYING COMPANY 2003 (MWL)
 AX2773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0706 ***********************************************************************
 EM0706  DESIGNATION -  BYERS MUNICIPAL TANK
 EM0706  PID         -  EM0706
 EM0706  STATE/COUNTY-  TX/CLAY
 EM0706  USGS QUAD   -  PETROLIA (1984)
 EM0706
 EM0706                         *CURRENT SURVEY CONTROL
 EM0706  ___________________________________________________________________
 EM0706* NAD 83(1993)-  34 04 13.13214(N)    098 11 22.75375(W)     ADJUSTED  
 EM0706* NAVD 88     -                                                        
 EM0706  ___________________________________________________________________
 EM0706  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 EM0706  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EM0706
 EM0706  HORZ ORDER  -  THIRD
 EM0706
 EM0706.The horizontal coordinates were established by classical geodetic methods
 EM0706.and adjusted by the National Geodetic Survey in February 1996..
 EM0706
 EM0706
 EM0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0706
 EM0706.The geoid height was determined by GEOID03.
 EM0706
 EM0706;                    North         East     Units Scale Factor Converg.
 EM0706;SPC TXNC     - 2,266,598.932   628,648.454   MT  1.00003056   +0 10 09.3
 EM0706;SPC TXNC     - 7,436,333.33  2,062,490.80   sFT  1.00003056   +0 10 09.3
 EM0706;UTM  14      - 3,770,248.584   574,772.933   MT  0.99966892   +0 27 14.3
 EM0706
 EM0706                          SUPERSEDED SURVEY CONTROL
 EM0706
 EM0706  NAD 83(1993)-  34 04 13.13227(N)    098 11 22.75357(W) AD(       ) 4
 EM0706  NAD 83(1986)-  34 04 13.13506(N)    098 11 22.74100(W) AD(       ) 4
 EM0706  NAD 27      -  34 04 12.79402(N)    098 11 21.58446(W) AD(       ) 3
 EM0706
 EM0706.Superseded values are not recommended for survey control.
 EM0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0706.See file dsdata.txt to determine how the superseded data were derived.
 EM0706
 EM0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC7477370249(NAD 83)
 EM0706
 EM0706  HISTORY     - Date     Condition        Report By
 EM0706  HISTORY     - 1965     MONUMENTED       CGS
 EM0706
 EM0706                          STATION DESCRIPTION
 EM0706
 EM0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0706'THE STATION IS THE CENTER OF THE TOP OF A HEMISPHERICAL BOTTOM
 EM0706'ELEVATED WATER TANK, SUPPORTED BY 4 LEGS AND HAS AN OVERALL
 EM0706'HEIGHT OF ABOUT 130 FEET.  IT IS LOCATED IN THE CENTER OF TOWN
 EM0706'AT THE JUNCTION OF STATE HIGHWAY 79 AND FARM ROAD 171.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1080 ***********************************************************************
 CU1080  DESIGNATION -  BYNUM
 CU1080  PID         -  CU1080
 CU1080  STATE/COUNTY-  TX/MITCHELL
 CU1080  USGS QUAD   -  WESTBROOK (1978)
 CU1080
 CU1080                         *CURRENT SURVEY CONTROL
 CU1080  ___________________________________________________________________
 CU1080* NAD 83(1993)-  32 19 16.12399(N)    101 00 01.63582(W)     ADJUSTED  
 CU1080* NAVD 88     -       697.64   (+/-2cm)    2288.8    (feet)  VERTCON   
 CU1080  ___________________________________________________________________
 CU1080  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CU1080  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CU1080
 CU1080  HORZ ORDER  -  FIRST
 CU1080  VERT ORDER  -  THIRD ? (See Below)
 CU1080
 CU1080.The horizontal coordinates were established by classical geodetic methods
 CU1080.and adjusted by the National Geodetic Survey in February 1996..
 CU1080
 CU1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1080.The vertical order pertains to the NGVD 29 superseded value.
 CU1080
 CU1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1080
 CU1080.The geoid height was determined by GEOID03.
 CU1080
 CU1080;                    North         East     Units Scale Factor Converg.
 CU1080;SPC TXNC     - 2,075,378.180   364,584.694   MT  0.99995328   -1 21 49.4
 CU1080;SPC TXNC     - 6,808,969.91  1,196,141.62   sFT  0.99995328   -1 21 49.4
 CU1080;UTM  14      - 3,577,791.225   311,691.449   MT  1.00003730   -1 04 11.6
 CU1080
 CU1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1080!SPC TXNC     -   0.99989459  x   0.99995328  =   0.99984787
 CU1080!UTM  14      -   0.99989459  x   1.00003730  =   0.99993188
 CU1080
 CU1080|---------------------------------------------------------------------|
 CU1080| PID    Reference Object                     Distance      Geod. Az  |
 CU1080|                                                           dddmmss.s |
 CU1080| CH8508 BYNUM RM 1                           59.192 METERS 01030     |
 CU1080| CH8506 BYNUM AZ MK                                        0200757.1 |
 CU1080| CU0996 COLORADO CITY FRONTIER TV MAST      APPROX.16.0 KM 0503241.7 |
 CU1080| CU0990 COLORADO WEST STANDPIPE             APPROX.16.7 KM 0654522.1 |
 CU1080| CH8509 BYNUM RM 2                           82.178 METERS 07941     |
 CU1080| CH8507 BYNUM RM                             14.612 METERS 17644     |
 CU1080| CU1078 MORGANS PEAK                        APPROX. 5.5 KM 3113055.7 |
 CU1080| CU1068 MUCHAKOOAGO MUSHAWAY PEAK           APPROX.58.4 KM 3200003.0 |
 CU1080| CH8510 BYNUM RM 3                           10.457 METERS 33612     |
 CU1080| CU1079 WESTBROOK METHODIST CH SPIRE        APPROX. 4.4 KM 3414242.0 |
 CU1080|---------------------------------------------------------------------|
 CU1080
 CU1080                          SUPERSEDED SURVEY CONTROL
 CU1080
 CU1080  NAD 83(1986)-  32 19 16.12901(N)    101 00 01.62720(W) AD(       ) 1
 CU1080  NAD 27      -  32 19 15.69600(N)    101 00 00.21300(W) AD(       ) 1
 CU1080  NGVD 29 (07/19/86)  697.43   (m)         2288.2    (f) LEVELING    3  
 CU1080
 CU1080.Superseded values are not recommended for survey control.
 CU1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1080.See file dsdata.txt to determine how the superseded data were derived.
 CU1080
 CU1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA1169177791(NAD 83)
 CU1080_MARKER: N = NAIL
 CU1080_SETTING: 0 = UNSPECIFIED SETTING
 CU1080
 CU1080  HISTORY     - Date     Condition        Report By
 CU1080  HISTORY     - 1909     MONUMENTED       CGS
 CU1080  HISTORY     - 1936     GOOD             CGS
 CU1080  HISTORY     - 1937     GOOD             CGS
 CU1080  HISTORY     - 1948     GOOD             CGS
 CU1080  HISTORY     - 1962     GOOD             USGS
 CU1080
 CU1080                          STATION DESCRIPTION
 CU1080
 CU1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CU1080'THREE MILES S OF WESTBROOK, A TOWN ON THE TEXAS AND PACIFIC
 CU1080'RAILWAY, ON A ROUND-TOP HILL IN A PASTURE BELONGING TO G.D.
 CU1080'BYNUM, OF COLORADO, TEXAS AND ABOUT 170 METERS (558 FEET)
 CU1080'W OF HIS TENANT HOUSE.  THERE ARE A FEW SCATTERED MESQUITE
 CU1080'TREES ON THE HILL.  SURFACE MARK IS LARGE NAIL PROJECTING
 CU1080'ABOVE THE SURFACE OF CONCRETE THAT FILLS AN IRON PIPE 1-1/2
 CU1080'INCHES IN DIAMETER SET IN A CYLINDER OF CONCRETE 20 INCHES
 CU1080'IN DIAMETER.  PIPE AND CYLINDER EACH 24 INCHES LONG.
 CU1080'UNDERGROUND MARK IS SIMILAR TO SURFACE MARK.  REFERENCE MARK IS
 CU1080'A SPIKE IN CONCRETE AND IS 14.612 METERS (47.94 FEET) FROM
 CU1080'THE STATION.  FOLLOWING DISTANCES
 CU1080'AND BEARINGS ARE FROM STATION--S GABLE OF BOSWELLS HOUSE,
 CU1080'DISTANT ABOUT 230 METERS (755 FEET) S 89 DEG 50 MIN E.
 CU1080'MIN.  MORGANS PEAK, 3 MILES, N 48 DEG 29 MIN W.
 CU1080'WESTBROOK, METHODIST CHURCH, SPIRE 2.7 MILES,
 CU1080'N 18 DEG 17 MIN W.
 CU1080
 CU1080                          STATION RECOVERY (1936)
 CU1080
 CU1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (PCB)
 CU1080'STATION WAS RECOVERED IN GOOD CONDITION, AND THE DESCRIPTION
 CU1080'WAS FOUND TO BE CORRECT.
 CU1080
 CU1080                          STATION RECOVERY (1937)
 CU1080
 CU1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CU1080'STATION RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE
 CU1080'REFERENCE MARK HAS BEEN DESTROYED.  STATION MARK FOUND IN GOOD
 CU1080'CONDITION WITH TRIPOD STILL STANDING OVER IT.  FOLLOWING IS
 CU1080'NEW DESCRIPTION.
 CU1080'
 CU1080'ABOUT 2-1/2 MILES S OF WESTBROOK ON THE HIGHEST POINT OF A
 CU1080'ROUND-TOPPED HILL, IN CULTIVATED FIELD OWNED BY J.W. COSTIN.
 CU1080'
 CU1080'REACHED FROM THE POST OFFICE IN WESTBROOK BY GOING E ON U.S.
 CU1080'HIGHWAY 80 FOR 0.4 MILE TO A SIDE ROAD (S).  THENCE LEAVE
 CU1080'U.S. HIGHWAY 80, TURN RIGHT AND GO S ON GRADED DIRT ROAD FOR
 CU1080'2.6 MILES.  THENCE TURN RIGHT AND GO W 0.05 MILE TO MR. COSTINS
 CU1080'FARM HOUSE, GO THROUGH GATE AT HOUSE AND CONTINUE W UP HILL
 CU1080'THROUGH BARNYARD AND FIELD FOR 0.2 MILE TO STATION.
 CU1080'
 CU1080'SURFACE MARK IS A LARGE NAIL IN IRON PIPE SET IN CONCRETE
 CU1080'FLUSH WITH THE GROUND.  UNDERGROUND MARK IS SIMILAR TO SURFACE
 CU1080'MARK.
 CU1080'
 CU1080'TWO NEW REFERENCE MARKS WERE SET.  REFERENCE MARK NO. 1
 CU1080'IS STANDARD DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS
 CU1080'ABOUT 8 INCHES, IS N OF STATION AND 4 FEET SW OF A FENCE.
 CU1080'
 CU1080'REFERENCE MARK NO. 2 IS STANDARD DISK SET IN A SQUARE CONCRETE
 CU1080'POST THAT PROJECTS ABOUT 8 INCHES.  IT IS ENE OF STATION AND
 CU1080'2 FEET SW OF A FENCE.
 CU1080'
 CU1080'AZIMUTH MARK IS A STANDARD DISK SET IN DRILL HOLE IN ROCK
 CU1080'OUTCROP ABOUT 0.5 MILE NNE OF STATION.  IT IS ON THE TOP OF
 CU1080'THE SE POINT OF A HILL JUST W OF ROAD.  IT IS 17 PACES N OF
 CU1080'THE SOUTHERN POINT OF HILL AND 10 FEET W OF THE E EDGE OF
 CU1080'HILL.
 CU1080
 CU1080                          STATION RECOVERY (1948)
 CU1080
 CU1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CAS)
 CU1080'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 CU1080'IN GOOD CONDITION.  THE DESCRIPTION BY O.S.R. IN 1937 WAS
 CU1080'FOUND TO BE ADEQUATE.  THE AZIMUTH MARK WAS NOT VISITED.
 CU1080
 CU1080                          STATION RECOVERY (1962)
 CU1080
 CU1080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CU1080'RECOVERED AND DESCRIBED AS FOLLOWS
 CU1080'
 CU1080'ABOUT 2.5 MI. S. OF WESTBROOK, ON THE HIGHEST POINT OF A ROUND
 CU1080'TOPPED HILL, IN CULTIVATED FIELD OWNED BY J. W. COSTIN.
 CU1080'
 CU1080'TO REACH FROM WESTBROOK POST OFFICE, GO E. ON U.S. HIGHWAY 80 0.4 MI.,
 CU1080'THENCE S. ON DIRT RD. 2.6 MI., THEN 0.05 MI. TO COSTIN HOUSE, CONTINUE
 CU1080'UP HILL 0.2 MI. TO TOP OF HILL AND STATION.
 CU1080'
 CU1080'THE MARK WAS IN GOOD CONDITION, HOWEVER,
 CU1080'THERE IS A POSSIBILITY OF IT BEING DESTROYED.  AN ACTIVE CALICHE PIT
 CU1080'SURROUNDS IT ON 3 SIDES.
 CU1080'
 CU1080'STATION MARK--LARGE NAIL IN IRON PIPE SET IN CONCRETE FLUSH WITH
 CU1080'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1243 ***********************************************************************
 BZ1243  DESIGNATION -  BYNUM BAPTIST CHURCH STEEPLE
 BZ1243  PID         -  BZ1243
 BZ1243  STATE/COUNTY-  TX/HILL
 BZ1243  USGS QUAD   -  ABBOTT (1979)
 BZ1243
 BZ1243                         *CURRENT SURVEY CONTROL
 BZ1243  ___________________________________________________________________
 BZ1243* NAD 83(1993)-  31 58 14.57039(N)    097 00 23.83223(W)     ADJUSTED  
 BZ1243* NAVD 88     -                                                        
 BZ1243  ___________________________________________________________________
 BZ1243  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 BZ1243  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BZ1243
 BZ1243  HORZ ORDER  -  THIRD
 BZ1243
 BZ1243.The horizontal coordinates were established by classical geodetic methods
 BZ1243.and adjusted by the National Geodetic Survey in February 1996..
 BZ1243
 BZ1243
 BZ1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1243
 BZ1243.The geoid height was determined by GEOID03.
 BZ1243
 BZ1243;                    North         East     Units Scale Factor Converg.
 BZ1243;SPC TXNC     - 2,034,720.699   741,161.161   MT  1.00004901   +0 48 52.1
 BZ1243;SPC TXNC     - 6,675,579.49  2,431,626.24   sFT  1.00004901   +0 48 52.1
 BZ1243;SPC TX C     - 3,260,131.333 1,014,412.344   MT  1.00002464   +1 42 48.4
 BZ1243;SPC TX C     -10,695,947.55  3,328,117.83   sFT  1.00002464   +1 42 48.4
 BZ1243;UTM  14      - 3,538,924.942   688,362.033   MT  1.00003758   +1 03 20.8
 BZ1243
 BZ1243                          SUPERSEDED SURVEY CONTROL
 BZ1243
 BZ1243  NAD 83(1986)-  31 58 14.57856(N)    097 00 23.81257(W) AD(       ) 4
 BZ1243  NAD 27      -  31 58 14.01600(N)    097 00 22.80700(W) AD(       ) 3
 BZ1243
 BZ1243.Superseded values are not recommended for survey control.
 BZ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1243.See file dsdata.txt to determine how the superseded data were derived.
 BZ1243
 BZ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8836238925(NAD 83)
 BZ1243
 BZ1243  HISTORY     - Date     Condition        Report By
 BZ1243  HISTORY     - 1948     FIRST OBSERVED   CGS
 BZ1243  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1243
 BZ1243                          STATION DESCRIPTION
 BZ1243
 BZ1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1243'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE TOWN OF
 BZ1243'BYNUM.
 BZ1243'
 BZ1243'THE CHURCH IS OF WOODEN CONSTRUCTION, 40 FEET BY 40 FEET,
 BZ1243'FACES NORTH AND IS PAINTED WHITE WITH A STEEPLE ON THE NORTHWEST
 BZ1243'CORNER WHICH IS 50 FEET HIGH.
 BZ1243'
 BZ1243'THE POINT INTERSECTED WAS THE TOP OF THE STEEPLE.
 BZ1243
 BZ1243                          STATION RECOVERY (1995)
 BZ1243
 BZ1243'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2315 ***********************************************************************
 AH2315  DESIGNATION -  BYNUM ET
 AH2315  PID         -  AH2315
 AH2315  STATE/COUNTY-  TX/DEAF SMITH
 AH2315  USGS QUAD   -  WILDORADO (1984)
 AH2315
 AH2315                         *CURRENT SURVEY CONTROL
 AH2315  ___________________________________________________________________
 AH2315* NAD 83(1993)-  35 07 54.24411(N)    102 13 15.07869(W)     ADJUSTED  
 AH2315* NAVD 88     -      1178.2    (meters)    3865.     (feet)  VERTCON   
 AH2315  ___________________________________________________________________
 AH2315  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 AH2315  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH2315
 AH2315  HORZ ORDER  -  THIRD
 AH2315
 AH2315.The horizontal coordinates were established by classical geodetic methods
 AH2315.and adjusted by the National Geodetic Survey in July 1998..
 AH2315
 AH2315.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2315
 AH2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2315
 AH2315.The geoid height was determined by GEOID03.
 AH2315
 AH2315;                    North         East     Units Scale Factor Converg.
 AH2315;SPC TX N     - 1,125,790.409   134,305.711   MT  0.99992328   -0 25 03.9
 AH2315;SPC TX N     - 3,693,530.70    440,634.65   sFT  0.99992328   -0 25 03.9
 AH2315;UTM  13      - 3,891,187.858   753,228.258   MT  1.00039036   +1 36 00.5
 AH2315
 AH2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2315!SPC TX N     -   0.99981908  x   0.99992328  =   0.99974238
 AH2315!UTM  13      -   0.99981908  x   1.00039036  =   1.00020937
 AH2315
 AH2315                          SUPERSEDED SURVEY CONTROL
 AH2315
 AH2315  NGVD 29 (07/28/98) 1177.7    (m)         3864.     (f) VERT ANG       
 AH2315
 AH2315.Superseded values are not recommended for survey control.
 AH2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2315.See file dsdata.txt to determine how the superseded data were derived.
 AH2315
 AH2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU5322891188(NAD 83)
 AH2315_MARKER: DS = TRIANGULATION STATION DISK
 AH2315
 AH2315  HISTORY     - Date     Condition        Report By
 AH2315  HISTORY     - 1961     MONUMENTED       USGS
 AH2315
 AH2315                          STATION DESCRIPTION
 AH2315
 AH2315'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH2315'LOCATED ABOUT 5.5 MI. S. OF WILDORADO, TEXAS, AND 1.0 MI. W. OF FARM
 AH2315'ROAD 809, 17 FT. N. OF AN E-W. RD. AND 4.5 FT. E. OF N-S. FENCE LINE.
 AH2315'TO REACH FROM JUNCTION OF U.S. HIGHWAY NO. 66 AND FARM ROAD 809, GO S.
 AH2315'ON FARM ROAD 809 5.5 MI. TO RD. JUNCTION, TURN RIGHT (W.) ON GRADED
 AH2315'RD. 1.0 MI. TO STATION SITE.
 AH2315'STATION MARK--STANDARD TABLET IN CONCRETE POST PROTRUDING 0.8 FT.
 AH2315'ABOVE GROUND, STAMPED---BYNUM ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0742 ***********************************************************************
 BZ0742  DESIGNATION -  BYNUM RM 1
 BZ0742  PID         -  BZ0742
 BZ0742  STATE/COUNTY-  TX/HILL
 BZ0742  USGS QUAD   -  ABBOTT (1979)
 BZ0742
 BZ0742                         *CURRENT SURVEY CONTROL
 BZ0742  ___________________________________________________________________
 BZ0742* NAD 83(1986)-  31 58 49.     (N)    097 01 04.     (W)     SCALED    
 BZ0742* NAVD 88     -       203.472  (meters)     667.56   (feet)  ADJUSTED  
 BZ0742  ___________________________________________________________________
 BZ0742  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BZ0742  DYNAMIC HT  -         203.222 (meters)     666.74  (feet)  COMP
 BZ0742  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 BZ0742
 BZ0742  VERT ORDER  -  FIRST     CLASS II
 BZ0742
 BZ0742.The horizontal coordinates were scaled from a topographic map and have
 BZ0742.an estimated accuracy of +/- 6 seconds.
 BZ0742
 BZ0742.The orthometric height was determined by differential leveling
 BZ0742.and adjusted by the National Geodetic Survey in June 1991..
 BZ0742
 BZ0742.The geoid height was determined by GEOID03.
 BZ0742
 BZ0742.The dynamic height is computed by dividing the NAVD 88
 BZ0742.geopotential number by the normal gravity value computed on the
 BZ0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0742.degrees latitude (g = 980.6199 gals.).
 BZ0742
 BZ0742.The modeled gravity was interpolated from observed gravity values.
 BZ0742
 BZ0742;                    North         East    Units  Estimated Accuracy
 BZ0742;SPC TXNC     - 2,035,770.      740,090.      MT  (+/- 180 meters Scaled)
 BZ0742
 BZ0742                          SUPERSEDED SURVEY CONTROL
 BZ0742
 BZ0742  NGVD 29 (??/??/92)  203.438  (m)          667.45   (f) ADJ UNCH    1 2
 BZ0742
 BZ0742.Superseded values are not recommended for survey control.
 BZ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0742.See file dsdata.txt to determine how the superseded data were derived.
 BZ0742
 BZ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA872399(NAD 83)
 BZ0742_MARKER: DR = REFERENCE MARK DISK
 BZ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0742_STAMPING: BYNUM NO 1 1948
 BZ0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0742+STABILITY: SURFACE MOTION
 BZ0742
 BZ0742  HISTORY     - Date     Condition        Report By
 BZ0742  HISTORY     - 1948     MONUMENTED       CGS
 BZ0742  HISTORY     - 1952     GOOD             NGS
 BZ0742  HISTORY     - 1980     SEE DESCRIPTION  NGS
 BZ0742  HISTORY     - 19950408 GOOD             USPSQD
 BZ0742  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0742
 BZ0742                          STATION DESCRIPTION
 BZ0742
 BZ0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0742'1.35 MI NW FROM BYNUM.
 BZ0742'1.35 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE HIGH SCHOOL AT
 BZ0742'BYNUM, AT A ROAD CROSSING, 132.5 FEET SOUTH OF TRIANGULATION STATION
 BZ0742'BYNUM 1948, 179 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 86
 BZ0742'FEET SOUTHWEST OF A POWER POLE, 18 FEET SOUTHEAST OF THE CENTER LINE
 BZ0742'OF A NORTHEAST AND SOUTHWEST ROAD, SET IN THE TOP OF A CONCRETE POST
 BZ0742'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BZ0742
 BZ0742                          STATION RECOVERY (1980)
 BZ0742
 BZ0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0742'POST AND MARK FOUND UPRIGHT IN FIELD, INVESTIGATION SHOWS THAT MARK IS
 BZ0742'NOT IN ORIGINAL LOCATION.  POST AND MARK WERE UNTOUCHED BY THIS PARTY.
 BZ0742
 BZ0742                          STATION RECOVERY (1995)
 BZ0742
 BZ0742'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0742'RECOVERED IN GOOD CONDITION.
 BZ0742
 BZ0742                          STATION RECOVERY (1995)
 BZ0742
 BZ0742'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0743 ***********************************************************************
 BZ0743  DESIGNATION -  BYNUM RM 2
 BZ0743  PID         -  BZ0743
 BZ0743  STATE/COUNTY-  TX/HILL
 BZ0743  USGS QUAD   -  ABBOTT (1979)
 BZ0743
 BZ0743                         *CURRENT SURVEY CONTROL
 BZ0743  ___________________________________________________________________
 BZ0743* NAD 83(1986)-  31 58 49.     (N)    097 01 04.     (W)     SCALED    
 BZ0743* NAVD 88     -       204.511  (meters)     670.97   (feet)  ADJUSTED  
 BZ0743  ___________________________________________________________________
 BZ0743  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BZ0743  DYNAMIC HT  -         204.261 (meters)     670.15  (feet)  COMP
 BZ0743  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 BZ0743
 BZ0743  VERT ORDER  -  FIRST     CLASS II
 BZ0743
 BZ0743.The horizontal coordinates were scaled from a topographic map and have
 BZ0743.an estimated accuracy of +/- 6 seconds.
 BZ0743
 BZ0743.The orthometric height was determined by differential leveling
 BZ0743.and adjusted by the National Geodetic Survey in June 1991..
 BZ0743
 BZ0743.The geoid height was determined by GEOID03.
 BZ0743
 BZ0743.The dynamic height is computed by dividing the NAVD 88
 BZ0743.geopotential number by the normal gravity value computed on the
 BZ0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0743.degrees latitude (g = 980.6199 gals.).
 BZ0743
 BZ0743.The modeled gravity was interpolated from observed gravity values.
 BZ0743
 BZ0743;                    North         East    Units  Estimated Accuracy
 BZ0743;SPC TXNC     - 2,035,770.      740,090.      MT  (+/- 180 meters Scaled)
 BZ0743
 BZ0743                          SUPERSEDED SURVEY CONTROL
 BZ0743
 BZ0743  NGVD 29 (??/??/92)  204.477  (m)          670.86   (f) ADJ UNCH    1 2
 BZ0743
 BZ0743.Superseded values are not recommended for survey control.
 BZ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0743.See file dsdata.txt to determine how the superseded data were derived.
 BZ0743
 BZ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA872399(NAD 83)
 BZ0743_MARKER: DR = REFERENCE MARK DISK
 BZ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0743_STAMPING: BYNUM NO 2 1948
 BZ0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0743+STABILITY: SURFACE MOTION
 BZ0743
 BZ0743  HISTORY     - Date     Condition        Report By
 BZ0743  HISTORY     - 1948     MONUMENTED       CGS
 BZ0743  HISTORY     - 1952     GOOD             NGS
 BZ0743  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0743  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0743
 BZ0743                          STATION DESCRIPTION
 BZ0743
 BZ0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0743'1.35 MI NW FROM BYNUM.
 BZ0743'1.35 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE HIGH SCHOOL AT
 BZ0743'BYNUM, AT A ROAD CROSSING, 121.8 FEET NORTHWEST OF TRIANGULATION
 BZ0743'STATION BYNUM 1948, 192 FEET NORTHWEST OF THE CENTER LINE OF A
 BZ0743'NORTHEAST AND SOUTHWEST ROAD, 39 FEET SOUTHWEST OF THE CENTER LINE OF
 BZ0743'THE HIGHWAY, 46.3 FEET SOUTHEAST OF A TELEPHONE POLE, SET IN THE TOP
 BZ0743'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BZ0743
 BZ0743                          STATION RECOVERY (1980)
 BZ0743
 BZ0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0743'MARK NOT FOUND.
 BZ0743
 BZ0743                          STATION RECOVERY (1995)
 BZ0743
 BZ0743'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1244 ***********************************************************************
 BZ1244  DESIGNATION -  BYNUM WATER TANK
 BZ1244  PID         -  BZ1244
 BZ1244  STATE/COUNTY-  TX/HILL
 BZ1244  USGS QUAD   -  ABBOTT (1979)
 BZ1244
 BZ1244                         *CURRENT SURVEY CONTROL
 BZ1244  ___________________________________________________________________
 BZ1244* NAD 83(1993)-  31 58 19.04219(N)    097 00 14.69338(W)     ADJUSTED  
 BZ1244* NAVD 88     -                                                        
 BZ1244  ___________________________________________________________________
 BZ1244  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 BZ1244  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BZ1244
 BZ1244  HORZ ORDER  -  THIRD
 BZ1244
 BZ1244.The horizontal coordinates were established by classical geodetic methods
 BZ1244.and adjusted by the National Geodetic Survey in February 1996..
 BZ1244
 BZ1244
 BZ1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1244
 BZ1244.The geoid height was determined by GEOID03.
 BZ1244
 BZ1244;                    North         East     Units Scale Factor Converg.
 BZ1244;SPC TXNC     - 2,034,861.845   741,399.140   MT  1.00004860   +0 48 57.1
 BZ1244;SPC TXNC     - 6,676,042.57  2,432,407.01   sFT  1.00004860   +0 48 57.1
 BZ1244;SPC TX C     - 3,260,276.192 1,014,648.075   MT  1.00002501   +1 42 53.1
 BZ1244;SPC TX C     -10,696,422.81  3,328,891.23   sFT  1.00002501   +1 42 53.1
 BZ1244;UTM  14      - 3,539,067.088   688,599.414   MT  1.00003869   +1 03 25.8
 BZ1244
 BZ1244                          SUPERSEDED SURVEY CONTROL
 BZ1244
 BZ1244  NAD 83(1986)-  31 58 19.05034(N)    097 00 14.67373(W) AD(       ) 4
 BZ1244  NAD 27      -  31 58 18.48800(N)    097 00 13.67000(W) AD(       ) 3
 BZ1244
 BZ1244.Superseded values are not recommended for survey control.
 BZ1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1244.See file dsdata.txt to determine how the superseded data were derived.
 BZ1244
 BZ1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8859939067(NAD 83)
 BZ1244_MARKER: 53 = ELEVATED TANK
 BZ1244
 BZ1244  HISTORY     - Date     Condition        Report By
 BZ1244  HISTORY     - 1948     FIRST OBSERVED   CGS
 BZ1244  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1244
 BZ1244                          STATION DESCRIPTION
 BZ1244
 BZ1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1244'THE STATION IS LOCATED IN THE TOWN OF BYNUM ABOUT 100 FEET
 BZ1244'SOUTH-SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 171.
 BZ1244'
 BZ1244'THE TANK IS OF STEEL CONSTRUCTION, FOUR-LEGGED, 15 FEET
 BZ1244'APART AT THE BASE, 40 FEET HIGH AND PAINTED SILVER.  THE
 BZ1244'TANK IS PRIVATELY OWNED BY SMITH AND WHITE.
 BZ1244'
 BZ1244'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 BZ1244
 BZ1244                          STATION RECOVERY (1995)
 BZ1244
 BZ1244'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0905 ***********************************************************************
 CA0905  DESIGNATION -  BYRD
 CA0905  PID         -  CA0905
 CA0905  STATE/COUNTY-  TX/BROWN
 CA0905  USGS QUAD   -  BYRDS (1987)
 CA0905
 CA0905                         *CURRENT SURVEY CONTROL
 CA0905  ___________________________________________________________________
 CA0905* NAD 83(1993)-  31 56 06.53986(N)    099 02 47.88833(W)     ADJUSTED  
 CA0905* NAVD 88     -       463.489  (meters)    1520.63   (feet)  ADJUSTED  
 CA0905  ___________________________________________________________________
 CA0905  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CA0905  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CA0905  DYNAMIC HT  -         462.887 (meters)    1518.66  (feet)  COMP
 CA0905  MODELED GRAV-     979,327.1   (mgal)                       NAVD 88
 CA0905
 CA0905  HORZ ORDER  -  SECOND
 CA0905  VERT ORDER  -  SECOND    CLASS 0
 CA0905
 CA0905.The horizontal coordinates were established by classical geodetic methods
 CA0905.and adjusted by the National Geodetic Survey in February 1996..
 CA0905
 CA0905.The orthometric height was determined by differential leveling
 CA0905.and adjusted by the National Geodetic Survey in June 1991..
 CA0905
 CA0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0905
 CA0905.The geoid height was determined by GEOID03.
 CA0905
 CA0905.The dynamic height is computed by dividing the NAVD 88
 CA0905.geopotential number by the normal gravity value computed on the
 CA0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0905.degrees latitude (g = 980.6199 gals.).
 CA0905
 CA0905.The modeled gravity was interpolated from observed gravity values.
 CA0905
 CA0905;                    North         East     Units Scale Factor Converg.
 CA0905;SPC TX C     - 3,252,189.701   821,668.636   MT  1.00001433   +0 39 45.8
 CA0905;SPC TX C     -10,669,892.38  2,695,757.85   sFT  1.00001433   +0 39 45.8
 CA0905;UTM  14      - 3,533,248.541   495,591.916   MT  0.99960024   -0 01 28.8
 CA0905
 CA0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0905!SPC TX C     -   0.99993140  x   1.00001433  =   0.99994573
 CA0905!UTM  14      -   0.99993140  x   0.99960024  =   0.99953167
 CA0905
 CA0905|---------------------------------------------------------------------|
 CA0905| PID    Reference Object                     Distance      Geod. Az  |
 CA0905|                                                           dddmmss.s |
 CA0905| CA0499 BYRD RM 2                            36.915 METERS 26129     |
 CA0905| CV4419 BYRD AZ MK                                         2744147.4 |
 CA0905| CA0500 BYRD RM 1                            28.335 METERS 35019     |
 CA0905|---------------------------------------------------------------------|
 CA0905
 CA0905                          SUPERSEDED SURVEY CONTROL
 CA0905
 CA0905  NAD 83(1986)-  31 56 06.54951(N)    099 02 47.87541(W) AD(       ) 2
 CA0905  NAD 27      -  31 56 06.01500(N)    099 02 46.66900(W) AD(       ) 2
 CA0905  NGVD 29 (??/??/92)  463.381  (m)         1520.28   (f) ADJ UNCH    2 0
 CA0905
 CA0905.Superseded values are not recommended for survey control.
 CA0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0905.See file dsdata.txt to determine how the superseded data were derived.
 CA0905
 CA0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9559233249(NAD 83)
 CA0905_MARKER: DS = TRIANGULATION STATION DISK
 CA0905_SETTING: 0 = UNSPECIFIED SETTING
 CA0905
 CA0905  HISTORY     - Date     Condition        Report By
 CA0905  HISTORY     - 1944     MONUMENTED       CGS
 CA0905  HISTORY     - 1963     GOOD             CGS
 CA0905
 CA0905                          STATION DESCRIPTION
 CA0905
 CA0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA0905'STATION IS LOCATED ABOUT 16.0 MILES NNW OF BROWNWOOD, 9.0
 CA0905'MILES SE OF CROSS CUT, AND ABOUT 1.5 MILES NNW OF BYRDS POST
 CA0905'OFFICE, ON THE E SIDE OF THE GRADED DIRT ROAD.  IT IS 70
 CA0905'FEET ESE OF THE CENTER OF THE ROAD JUNCTION, 25 FEET ESE
 CA0905'OF THE FENCE CORNER, 20 FEET W OF A GROUP OF SCRUB OAK
 CA0905'TREES, AND ABOUT 0.3 MILE SE OF THE BYRDS SCHOOLHOUSE.  IT
 CA0905'IS STAMPED BYRD 1944 AND PROJECTS ABOUT 4 INCHES.
 CA0905'
 CA0905'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA0905'DISKS SET IN CONCRETE.
 CA0905'
 CA0905'REFERENCE MARK 1 IS NNE OF THE STATION, 28 FEET N OF THE
 CA0905'CENTER LINE OF THE GRADED DIRT ROAD, ABOUT 55 FEET NE OF THE
 CA0905'ROAD INTERSECTION, AND 1 FOOT S OF THE FENCE LINE.  IT IS
 CA0905'STAMPED BYRD NO 1 1944 AND PROJECTS ABOUT 4 INCHES.
 CA0905'
 CA0905'REFERENCE MARK 2 IS W OF THE STATION, 62 FEET SW OF THE
 CA0905'ROAD INTERSECTION, AND 2 FEET SW OF THE FENCE LINE IN THE
 CA0905'E EDGE OF THE PASTURE ON THE W SIDE OF THE ROAD.  IT IS
 CA0905'STAMPED BYRD NO 2 1944 AND PROJECTS ABOUT 4 INCHES.
 CA0905'
 CA0905'AZIMUTH MARK IS ABOUT 0.25 MILE WNW OF THE STATION, 60 FEET
 CA0905'W OF THE SW CORNER OF AN OLD CHURCH BUILDING, 1 FOOT ESE
 CA0905'OF THE WIRE FENCE INTERSECTION, AND ABOUT 0.1 MILE W OF THE
 CA0905'BYRDS SCHOOLHOUSE.  IT IS STAMPED BYRD 1944 AND PROJECTS ABOUT
 CA0905'4 INCHES.  TO REACH FROM THE STATION, GO W ON GRADED DIRT
 CA0905'ROAD FOR 0.25 MILE TO THE OLD CHURCH ON THE W SIDE OF THE
 CA0905'ROAD AND STATION.
 CA0905'
 CA0905'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CA0905'AND 283 IN THE N EDGE OF BROWNWOOD, GO W ON U.S. HIGHWAY
 CA0905'67 FOR 0.75 MILE TO THE JUNCTION OF STATE HIGHWAY 279 RIGHT,
 CA0905'TURN RIGHT AND FOLLOW HIGHWAY 279 FOR 14.55 MILES, TURN
 CA0905'RIGHT AND CONTINUE ON HIGHWAY 279 FOR 3.7 MILES TO CROSSROADS
 CA0905'AT A SMALL SERVICE STATION ON THE LEFT AND AN OLD SCHOOLHOUSE
 CA0905'ON THE RIGHT, TURN LEFT AND FOLLOW GRADED DIRT ROAD N FOR
 CA0905'1.9 MILES TO A T-INTERSECTION.  TURN RIGHT AND CONTINUE
 CA0905'ON GRADED DIRT ROAD FOR 2.9 MILES TO THE BYRDS POST OFFICE
 CA0905'ON THE LEFT, CONTINUE N ON GRADED DIRT ROAD FOR 0.85 MILE
 CA0905'TO CROSSROADS, CONTINUE N ON DIRT ROAD FOR 0.85 MILE TO A
 CA0905'T-INTERSECTION, AND STATION ON THE RIGHT.  TURN RIGHT
 CA0905'THROUGH WIRE GATE FOR ABOUT 0.05 MILE BEFORE REACHING
 CA0905'T-INTERSECTION, THEN SHARP LEFT, AND PICK WAY THROUGH
 CA0905'PASTURE TO FENCE CORNER AND STATION.
 CA0905'
 CA0905'OBSERVATIONS MADE FROM A 37-FOOT TOWER.
 CA0905'
 CA0905'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CA0905
 CA0905                          STATION RECOVERY (1963)
 CA0905
 CA0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 CA0905'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 CA0905'AZIMUTH AND REFERENCE MARKS WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0500 ***********************************************************************
 CA0500  DESIGNATION -  BYRD RM 1
 CA0500  PID         -  CA0500
 CA0500  STATE/COUNTY-  TX/BROWN
 CA0500  USGS QUAD   -  BYRDS (1987)
 CA0500
 CA0500                         *CURRENT SURVEY CONTROL
 CA0500  ___________________________________________________________________
 CA0500* NAD 83(1986)-  31 56 07.     (N)    099 02 47.     (W)     SCALED    
 CA0500* NAVD 88     -       463.876  (meters)    1521.90   (feet)  ADJUSTED  
 CA0500  ___________________________________________________________________
 CA0500  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CA0500  DYNAMIC HT  -         463.274 (meters)    1519.92  (feet)  COMP
 CA0500  MODELED GRAV-     979,327.1   (mgal)                       NAVD 88
 CA0500
 CA0500  VERT ORDER  -  SECOND    CLASS 0
 CA0500
 CA0500.The horizontal coordinates were scaled from a topographic map and have
 CA0500.an estimated accuracy of +/- 6 seconds.
 CA0500
 CA0500.The orthometric height was determined by differential leveling
 CA0500.and adjusted by the National Geodetic Survey in June 1991..
 CA0500
 CA0500.The geoid height was determined by GEOID03.
 CA0500
 CA0500.The dynamic height is computed by dividing the NAVD 88
 CA0500.geopotential number by the normal gravity value computed on the
 CA0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0500.degrees latitude (g = 980.6199 gals.).
 CA0500
 CA0500.The modeled gravity was interpolated from observed gravity values.
 CA0500
 CA0500;                    North         East    Units  Estimated Accuracy
 CA0500;SPC TX C     - 3,252,200.      821,690.      MT  (+/- 180 meters Scaled)
 CA0500
 CA0500                          SUPERSEDED SURVEY CONTROL
 CA0500
 CA0500  NGVD 29 (??/??/92)  463.769  (m)         1521.55   (f) ADJ UNCH    2 0
 CA0500
 CA0500.Superseded values are not recommended for survey control.
 CA0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0500.See file dsdata.txt to determine how the superseded data were derived.
 CA0500
 CA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA956332(NAD 83)
 CA0500_MARKER: DR = REFERENCE MARK DISK
 CA0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0500_STAMPING: BYRD 1944 NO. 1
 CA0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0500+STABILITY: SURFACE MOTION
 CA0500
 CA0500  HISTORY     - Date     Condition        Report By
 CA0500  HISTORY     - 1944     MONUMENTED       CGS
 CA0500  HISTORY     - 1969     MARK NOT FOUND   USGS
 CA0500
 CA0500                          STATION DESCRIPTION
 CA0500
 CA0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0500'0.2 MI E FROM BYRDS.
 CA0500'0.2 MILE EAST OF THE SCHOOL AT BYRDS, ALONG A GRAVEL ROAD AT A FORK IN
 CA0500'THE ROAD, 28 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 1 FOOT
 CA0500'SOUTH OF FENCE, AND ABOUT 55 FEET NORTHEAST OF THE ROAD INTERSECTION.
 CA0500'A STANDARD TRIANGULATION REFERENCE MARK, 92.9 FEET NORTH OF THE
 CA0500'STATION.
 CA0500
 CA0500                          STATION RECOVERY (1969)
 CA0500
 CA0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3476 ***********************************************************************
 AW3476  DESIGNATION -  C 1
 AW3476  PID         -  AW3476
 AW3476  STATE/COUNTY-  TX/HARRIS
 AW3476  USGS QUAD   -  LA PORTE (1982)
 AW3476
 AW3476                         *CURRENT SURVEY CONTROL
 AW3476  ___________________________________________________________________
 AW3476* NAD 83(1986)-  29 41 48.     (N)    095 00 01.     (W)     SCALED    
 AW3476* NAVD 88     -         3.09   (+/-2cm)      10.1    (feet)  VERTCON   
 AW3476  ___________________________________________________________________
 AW3476  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3476
 AW3476  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3476
 AW3476.The horizontal coordinates were scaled from a topographic map and have
 AW3476.an estimated accuracy of +/- 6 seconds.
 AW3476
 AW3476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3476.The vertical order pertains to the NGVD 29 superseded value.
 AW3476
 AW3476.The geoid height was determined by GEOID03.
 AW3476
 AW3476;                    North         East    Units  Estimated Accuracy
 AW3476;SPC TXSC     - 4,213,130.      986,970.      MT  (+/- 180 meters Scaled)
 AW3476
 AW3476                          SUPERSEDED SURVEY CONTROL
 AW3476
 AW3476  NGVD 29 (??/??/92)    3.090  (m)           10.14   (f) ADJ UNCH    1 2
 AW3476
 AW3476.Superseded values are not recommended for survey control.
 AW3476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3476.See file dsdata.txt to determine how the superseded data were derived.
 AW3476
 AW3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN064868(NAD 83)
 AW3476_MARKER: DD = SURVEY DISK
 AW3476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3476_STAMPING: H.O. R.CO. C.1. REF. PT.
 AW3476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3476+STABILITY: SURFACE MOTION
 AW3476
 AW3476  HISTORY     - Date     Condition        Report By
 AW3476  HISTORY     - UNK      MONUMENTED       HUMBLE
 AW3476  HISTORY     - 1964     GOOD             NGS
 AW3476
 AW3476                          STATION DESCRIPTION
 AW3476
 AW3476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3476'1.6 MI NW FROM MORGAN POINT.
 AW3476'ABOUT 1.6 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3476'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3476'BANK OF SPILMAN ISLAND, ON THE CREST OF A SMALL CLAY KNOLL, 131 FEET
 AW3476'NORTHEAST OF THE CENTER LINE OF A LEVEE, 53 FEET SOUTHWEST OF THE HIGH
 AW3476'WATER LINE, AND SET IN THE TOP OF A ROUND PRECAST CONCRETE POST
 AW3476'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0627 ***********************************************************************
 BY0627  DESIGNATION -  C 1
 BY0627  PID         -  BY0627
 BY0627  STATE/COUNTY-  TX/ANGELINA
 BY0627  USGS QUAD   -  ROCKLAND (1984)
 BY0627
 BY0627                         *CURRENT SURVEY CONTROL
 BY0627  ___________________________________________________________________
 BY0627* NAD 83(1986)-  31 05 33.     (N)    094 25 56.     (W)     SCALED    
 BY0627* NAVD 88     -        54.44   (+/-2cm)     178.6    (feet)  VERTCON   
 BY0627  ___________________________________________________________________
 BY0627  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BY0627
 BY0627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0627
 BY0627.The horizontal coordinates were scaled from a topographic map and have
 BY0627.an estimated accuracy of +/- 6 seconds.
 BY0627
 BY0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0627.The vertical order pertains to the NGVD 29 superseded value.
 BY0627
 BY0627.The geoid height was determined by GEOID03.
 BY0627
 BY0627;                    North         East    Units  Estimated Accuracy
 BY0627;SPC TX C     - 3,172,990.    1,262,710.      MT  (+/- 180 meters Scaled)
 BY0627
 BY0627                          SUPERSEDED SURVEY CONTROL
 BY0627
 BY0627  NGVD 29 (??/??/92)   54.460  (m)          178.67   (f) ADJ UNCH    2 0
 BY0627
 BY0627.Superseded values are not recommended for survey control.
 BY0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0627.See file dsdata.txt to determine how the superseded data were derived.
 BY0627
 BY0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ633407(NAD 83)
 BY0627_MARKER: DD = SURVEY DISK
 BY0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0627_STAMPING: C 1
 BY0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0627+STABILITY: SURFACE MOTION
 BY0627
 BY0627  HISTORY     - Date     Condition        Report By
 BY0627  HISTORY     - UNK      MONUMENTED       DOD
 BY0627  HISTORY     - 1952     GOOD             NGS
 BY0627  HISTORY     - 1957     MARK NOT FOUND   USGS
 BY0627  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0627
 BY0627                          STATION DESCRIPTION
 BY0627
 BY0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0627'4.45 MI S FROM ZAVALLA.
 BY0627'4.45 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION WITH STATE
 BY0627'HIGHWAY 63 AT ZAVALLA, 0.1 MILE SOUTH OF A PRIVATE DRIVEWAY, 341 FEET
 BY0627'SOUTH OF A FEDERAL AID PROJECT MARKER POST, 56 FEET SOUTHEAST OF A
 BY0627'WITNESS POST, 51.3 FEET EAST OF A FENCE, 19 FEET WEST OF THE CENTER
 BY0627'LINE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1
 BY0627'FOOT BELOW THE TOP OF THE GROUND.
 BY0627
 BY0627                          STATION RECOVERY (1957)
 BY0627
 BY0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BY0627'MARK NOT FOUND.
 BY0627
 BY0627                          STATION RECOVERY (1979)
 BY0627
 BY0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0609 ***********************************************************************
 CR0609  DESIGNATION -  C 10
 CR0609  PID         -  CR0609
 CR0609  STATE/COUNTY-  TX/HENDERSON
 CR0609  USGS QUAD   -  CROSS ROADS (1984)
 CR0609
 CR0609                         *CURRENT SURVEY CONTROL
 CR0609  ___________________________________________________________________
 CR0609* NAD 83(1986)-  32 04 51.     (N)    095 59 20.     (W)     SCALED    
 CR0609* NAVD 88     -       115.000  (meters)     377.30   (feet)  ADJUSTED  
 CR0609  ___________________________________________________________________
 CR0609  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CR0609  DYNAMIC HT  -         114.866 (meters)     376.86  (feet)  COMP
 CR0609  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CR0609
 CR0609  VERT ORDER  -  SECOND    CLASS 0
 CR0609
 CR0609.The horizontal coordinates were scaled from a topographic map and have
 CR0609.an estimated accuracy of +/- 6 seconds.
 CR0609
 CR0609.The orthometric height was determined by differential leveling
 CR0609.and adjusted by the National Geodetic Survey in June 1991..
 CR0609
 CR0609.The geoid height was determined by GEOID03.
 CR0609
 CR0609.The dynamic height is computed by dividing the NAVD 88
 CR0609.geopotential number by the normal gravity value computed on the
 CR0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0609.degrees latitude (g = 980.6199 gals.).
 CR0609
 CR0609.The modeled gravity was interpolated from observed gravity values.
 CR0609
 CR0609;                    North         East    Units  Estimated Accuracy
 CR0609;SPC TXNC     - 2,048,760.      837,060.      MT  (+/- 180 meters Scaled)
 CR0609
 CR0609                          SUPERSEDED SURVEY CONTROL
 CR0609
 CR0609  NGVD 29 (??/??/92)  115.002  (m)          377.30   (f) ADJ UNCH    2 0
 CR0609
 CR0609.Superseded values are not recommended for survey control.
 CR0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0609.See file dsdata.txt to determine how the superseded data were derived.
 CR0609
 CR0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR178533(NAD 83)
 CR0609_MARKER: DD = SURVEY DISK
 CR0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0609_STAMPING: C 10 377 1946
 CR0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0609+STABILITY: SURFACE MOTION
 CR0609
 CR0609  HISTORY     - Date     Condition        Report By
 CR0609  HISTORY     - 1946     MONUMENTED       USGS
 CR0609  HISTORY     - 1947     GOOD             NGS
 CR0609
 CR0609                          STATION DESCRIPTION
 CR0609
 CR0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0609'2.4 MI N FROM CROSS ROADS.
 CR0609'2.4 MILES NORTH ALONG FARM HIGHWAY 90 FROM THE SCHOOL AT CROSS ROADS,
 CR0609'51 FEET NORTH OF A BRACED TELEPHONE POLE, 47 FEET WEST OF THE CENTER
 CR0609'LINE OF THE HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF A DIRT T ROAD
 CR0609'LEADING SOUTHWEST, 8 FEET WEST OF A FENCE CORNER, 3 FEET NORTH OF A
 CR0609'FENCE, 2 FEET WEST OF A 4X4 MARKER POST.  A BRONZE GEOLOGICAL SURVEY
 CR0609'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 CR0609'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1125 ***********************************************************************
 AE1125  DESIGNATION -  C 10 27 USE
 AE1125  PID         -  AE1125
 AE1125  STATE/COUNTY-  TX/ZAPATA
 AE1125  USGS QUAD   -  LOPENO (1965)
 AE1125
 AE1125                         *CURRENT SURVEY CONTROL
 AE1125  ___________________________________________________________________
 AE1125* NAD 83(1986)-  26 38 11.     (N)    099 07 21.     (W)     SCALED    
 AE1125* NAVD 88     -       106.129  (meters)     348.19   (feet)  ADJUSTED  
 AE1125  ___________________________________________________________________
 AE1125  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AE1125  DYNAMIC HT  -         105.956 (meters)     347.62  (feet)  COMP
 AE1125  MODELED GRAV-     979,020.0   (mgal)                       NAVD 88
 AE1125
 AE1125  VERT ORDER  -  FIRST     CLASS II
 AE1125
 AE1125.The horizontal coordinates were scaled from a topographic map and have
 AE1125.an estimated accuracy of +/- 6 seconds.
 AE1125
 AE1125.The orthometric height was determined by differential leveling
 AE1125.and adjusted by the National Geodetic Survey in June 1991..
 AE1125
 AE1125.The geoid height was determined by GEOID03.
 AE1125
 AE1125.The dynamic height is computed by dividing the NAVD 88
 AE1125.geopotential number by the normal gravity value computed on the
 AE1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1125.degrees latitude (g = 980.6199 gals.).
 AE1125
 AE1125.The modeled gravity was interpolated from observed gravity values.
 AE1125
 AE1125;                    North         East    Units  Estimated Accuracy
 AE1125;SPC TX S     - 5,107,590.      238,020.      MT  (+/- 180 meters Scaled)
 AE1125
 AE1125                          SUPERSEDED SURVEY CONTROL
 AE1125
 AE1125  NGVD 29 (??/??/92)  106.170  (m)          348.33   (f) ADJ UNCH    1 2
 AE1125
 AE1125.Superseded values are not recommended for survey control.
 AE1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1125.See file dsdata.txt to determine how the superseded data were derived.
 AE1125
 AE1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ878461(NAD 83)
 AE1125_MARKER: DD = SURVEY DISK
 AE1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1125_STAMPING: 2 - 10 - 27 348.18 FALCON QUADRANGLE
 AE1125_MARK LOGO: USE   
 AE1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1125+STABILITY: SURFACE MOTION
 AE1125
 AE1125  HISTORY     - Date     Condition        Report By
 AE1125  HISTORY     - UNK      MONUMENTED       DOD
 AE1125  HISTORY     - 1956     GOOD             NGS
 AE1125  HISTORY     - 1981     GOOD             NGS
 AE1125
 AE1125                          STATION DESCRIPTION
 AE1125
 AE1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1125'5.9 MI NW FROM FALCON HIGHTS.
 AE1125'0.1 MILE NORTH ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1125'HIGHTS, THENCE 3.8 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 83, THENCE
 AE1125'2.0 MILES NORTHEAST ALONG A GRADED DIRT ROAD, AT THE EAST END OF A
 AE1125'SHARP CURVE IN THE ROAD, 75 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 AE1125'A CONCRETE BLOCK HOUSE, 36 FEET EAST OF THE CENTER OF A GATE, 46 FEET
 AE1125'SOUTH OF THE CENTER LINE OF A ROAD, 11.5 FEET WEST OF A POWER POLE,
 AE1125'0.5 FOOT NORTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE
 AE1125'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AE1125
 AE1125                          STATION RECOVERY (1981)
 AE1125
 AE1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1125'RECOVERED THIS DATE, NOTE, 7.1 KM (4.4 MI) SOUTH ALONG U.S.
 AE1125'HIGHWAY 83 FROM THE POST OFFICE IN LOPENO, THENCE 2.7 KM (1.7 MI)
 AE1125'SOUTHWEST ALONG A DIRT ROAD 1.2 METERS (4.0 FT) EAST OF A TELEPHONE
 AE1125'JUNCTION BOX, AND 27.4 METERS (90.0 FT) WEST SOUTHWEST OF CENTER OF A
 AE1125'CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0114 ***********************************************************************
 BL0114  DESIGNATION -  C 100
 BL0114  PID         -  BL0114
 BL0114  STATE/COUNTY-  TX/JASPER
 BL0114  USGS QUAD   -  PACE HILL (1984)
 BL0114
 BL0114                         *CURRENT SURVEY CONTROL
 BL0114  ___________________________________________________________________
 BL0114* NAD 83(1986)-  30 55 22.     (N)    094 08 38.     (W)     SCALED    
 BL0114* NAVD 88     -        33.30   (+/-2cm)     109.3    (feet)  VERTCON   
 BL0114  ___________________________________________________________________
 BL0114  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0114
 BL0114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0114
 BL0114.The horizontal coordinates were scaled from a topographic map and have
 BL0114.an estimated accuracy of +/- 6 seconds.
 BL0114
 BL0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0114.The vertical order pertains to the NGVD 29 superseded value.
 BL0114
 BL0114.The geoid height was determined by GEOID03.
 BL0114
 BL0114;                    North         East    Units  Estimated Accuracy
 BL0114;SPC TX C     - 3,155,700.    1,291,220.      MT  (+/- 180 meters Scaled)
 BL0114
 BL0114                          SUPERSEDED SURVEY CONTROL
 BL0114
 BL0114  NGVD 29 (??/??/92)   33.300  (m)          109.25   (f) ADJ UNCH    2 0
 BL0114
 BL0114.Superseded values are not recommended for survey control.
 BL0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0114.See file dsdata.txt to determine how the superseded data were derived.
 BL0114
 BL0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ907216(NAD 83)
 BL0114_MARKER: DB = BENCH MARK DISK
 BL0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0114_STAMPING: C 100 1952
 BL0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0114+STABILITY: SURFACE MOTION
 BL0114
 BL0114  HISTORY     - Date     Condition        Report By
 BL0114  HISTORY     - 1952     MONUMENTED       CGS
 BL0114  HISTORY     - 1978     GOOD             USGS
 BL0114
 BL0114                          STATION DESCRIPTION
 BL0114
 BL0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0114'8.2 MI W FROM JASPER.
 BL0114'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0114'THENCE 0.65 MILE WEST ALONG AN OILED ROAD, THENCE 1.05 MILES WEST
 BL0114'ALONG A GRADED DIRT ROAD, AT THE ENTRANCE TO THE LINN RESIDENCE, 86.3
 BL0114'FEET WEST OF A LARGE LONE FORKED PINE TREE, 18 FEET SOUTH OF THE
 BL0114'CENTER LINE OF THE ROAD, 17 FEET WEST OF THE CENTER LINE OF A PRIVATE
 BL0114'DRIVEWAY, 13 FEET WEST OF THE NORTHWEST CORNER OF A STEEL CATTLE
 BL0114'GUARD, 1.3 FEET NORTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, SET
 BL0114'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BL0114'GROUND.
 BL0114
 BL0114                          STATION RECOVERY (1978)
 BL0114
 BL0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0114'JASPER, INTERSECTION OF U. S. HWY. 96 AND STATE HWY. 63, THENCE 4.6
 BL0114'MILES WEST ALONG STATE HWY. 63 TO JUNCTION WITH F. M. ROAD 2799,
 BL0114'THENCE 4.4 MILES WEST ALONG F. M. ROAD 2799 TO A LANE TO SOUTH. 65
 BL0114'FT. SOUTH OF THE CENTERLINE OF THE HWY., 17 FT WEST OF THE CENTERLINE
 BL0114'OF THE LANE. IN A CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND.
 BL0114'STAMPED C 100 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0948 ***********************************************************************
 AY0948  DESIGNATION -  C 1001
 AY0948  PID         -  AY0948
 AY0948  STATE/COUNTY-  TX/BEXAR
 AY0948  USGS QUAD   -  CASTLE HILLS (1992)
 AY0948
 AY0948                         *CURRENT SURVEY CONTROL
 AY0948  ___________________________________________________________________
 AY0948* NAD 83(1986)-  29 36 40.     (N)    098 30 26.     (W)     SCALED    
 AY0948* NAVD 88     -       303.817  (meters)     996.77   (feet)  POSTED    
 AY0948  ___________________________________________________________________
 AY0948  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AY0948  DYNAMIC HT  -         303.370 (meters)     995.31  (feet)  COMP
 AY0948  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 AY0948
 AY0948  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0948
 AY0948.The horizontal coordinates were scaled from a topographic map and have
 AY0948.an estimated accuracy of +/- 6 seconds.
 AY0948
 AY0948.The orthometric height was determined by differential leveling
 AY0948.and adjusted by the National Geodetic Survey in 1992..
 AY0948.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0948.rate of 0.0 thru 1.0 mm/km.
 AY0948
 AY0948.The geoid height was determined by GEOID03.
 AY0948
 AY0948.The dynamic height is computed by dividing the NAVD 88
 AY0948.geopotential number by the normal gravity value computed on the
 AY0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0948.degrees latitude (g = 980.6199 gals.).
 AY0948
 AY0948.The modeled gravity was interpolated from observed gravity values.
 AY0948
 AY0948;                    North         East    Units  Estimated Accuracy
 AY0948;SPC TXSC     - 4,197,130.      647,720.      MT  (+/- 180 meters Scaled)
 AY0948
 AY0948                          SUPERSEDED SURVEY CONTROL
 AY0948
 AY0948  NGVD 29 (??/??/92)  303.690  (m)          996.36   (f) ADJ UNCH    1 2
 AY0948
 AY0948.Superseded values are not recommended for survey control.
 AY0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0948.See file dsdata.txt to determine how the superseded data were derived.
 AY0948
 AY0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT477757(NAD 83)
 AY0948_MARKER: DB = BENCH MARK DISK
 AY0948_SETTING: 66 = SET IN ROCK OUTCROP
 AY0948_SP_SET: ROCK CUT
 AY0948_STAMPING: C 1001 1953
 AY0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0948+STABILITY: POSITION/ELEVATION WELL
 AY0948
 AY0948  HISTORY     - Date     Condition        Report By
 AY0948  HISTORY     - 1953     MONUMENTED       CGS
 AY0948  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 AY0948
 AY0948                          STATION DESCRIPTION
 AY0948
 AY0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0948'5.1 MI N FROM SAN ANTONIO.
 AY0948'5.0 MILES NORTH ALONG BLANCO ROAD FROM ITS JUNCTION WITH WEST AVENUE
 AY0948'AT SAN ANTONIO, THENCE 0.1 MILE NORTHEAST ALONG A PRIVATE OILED ROAD,
 AY0948'41 FEET NORTHWEST OF THE CENTER LINE OF AN OILED ROAD, 3 FEET
 AY0948'SOUTHEAST OF A ROCK CAIRN, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 AY0948'LARGE FLAT ROCK.
 AY0948
 AY0948                          STATION RECOVERY (1995)
 AY0948
 AY0948'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0830 ***********************************************************************
 AY0830  DESIGNATION -  C 1002
 AY0830  PID         -  AY0830
 AY0830  STATE/COUNTY-  TX/BEXAR
 AY0830  USGS QUAD   -  LA COSTE (1982)
 AY0830
 AY0830                         *CURRENT SURVEY CONTROL
 AY0830  ___________________________________________________________________
 AY0830* NAD 83(1986)-  29 15 16.     (N)    098 45 20.     (W)     SCALED    
 AY0830* NAVD 88     -       217.909  (meters)     714.92   (feet)  ADJUSTED  
 AY0830  ___________________________________________________________________
 AY0830  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AY0830  DYNAMIC HT  -         217.596 (meters)     713.90  (feet)  COMP
 AY0830  MODELED GRAV-     979,204.1   (mgal)                       NAVD 88
 AY0830
 AY0830  VERT ORDER  -  FIRST     CLASS II
 AY0830
 AY0830.The horizontal coordinates were scaled from a topographic map and have
 AY0830.an estimated accuracy of +/- 6 seconds.
 AY0830
 AY0830.The orthometric height was determined by differential leveling
 AY0830.and adjusted by the National Geodetic Survey in June 1991..
 AY0830.WARNING-Repeat measurements at this control monument indicate possible
 AY0830.vertical movement.
 AY0830
 AY0830.The geoid height was determined by GEOID03.
 AY0830
 AY0830.The dynamic height is computed by dividing the NAVD 88
 AY0830.geopotential number by the normal gravity value computed on the
 AY0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0830.degrees latitude (g = 980.6199 gals.).
 AY0830
 AY0830.The modeled gravity was interpolated from observed gravity values.
 AY0830
 AY0830;                    North         East    Units  Estimated Accuracy
 AY0830;SPC TXSC     - 4,157,520.      623,760.      MT  (+/- 180 meters Scaled)
 AY0830
 AY0830                          SUPERSEDED SURVEY CONTROL
 AY0830
 AY0830  NGVD 29 (??/??/92)  217.785  (m)          714.52   (f) ADJ UNCH    1 2
 AY0830
 AY0830.Superseded values are not recommended for survey control.
 AY0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0830.See file dsdata.txt to determine how the superseded data were derived.
 AY0830
 AY0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT237362(NAD 83)
 AY0830_MARKER: DB = BENCH MARK DISK
 AY0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0830_STAMPING: C 1002 1953
 AY0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0830+STABILITY: SURFACE MOTION
 AY0830
 AY0830  HISTORY     - Date     Condition        Report By
 AY0830  HISTORY     - 1953     MONUMENTED       CGS
 AY0830  HISTORY     - 1956     GOOD             NGS
 AY0830  HISTORY     - 19991001 MARK NOT FOUND   USPSQD
 AY0830  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AY0830
 AY0830                          STATION DESCRIPTION
 AY0830
 AY0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0830'3.0 MI NE FROM LYTLE.
 AY0830'3.0 MILES NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0830'RAILROAD FROM THE STATION AT LYTLE, AT A ROAD CROSSING, 46 FEET
 AY0830'NORTHEAST OF THE CENTER LINE OF A ROAD, 46 FEET SOUTHEAST OF THE
 AY0830'SOUTHEAST RAIL, 23 FEET SOUTH OF THE 1ST POLE NORTHEAST OF MILEPOST,
 AY0830'279, 2.6 FEET NORTHWEST OF A FENCE, 2.6 FEET SOUTHWEST OF A WITNESS
 AY0830'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AY0830'THE GROUND.
 AY0830
 AY0830                          STATION RECOVERY (1999)
 AY0830
 AY0830'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0830'MARK NOT FOUND.
 AY0830
 AY0830                          STATION RECOVERY (2002)
 AY0830
 AY0830'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0197 ***********************************************************************
 AY0197  DESIGNATION -  C 1004
 AY0197  PID         -  AY0197
 AY0197  STATE/COUNTY-  TX/COMAL
 AY0197  USGS QUAD   -  ANHALT (1973)
 AY0197
 AY0197                         *CURRENT SURVEY CONTROL
 AY0197  ___________________________________________________________________
 AY0197* NAD 83(1986)-  29 47 30.     (N)    098 28 15.     (W)     SCALED    
 AY0197* NAVD 88     -       369.101  (meters)    1210.96   (feet)  ADJUSTED  
 AY0197  ___________________________________________________________________
 AY0197  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AY0197  DYNAMIC HT  -         368.566 (meters)    1209.20  (feet)  COMP
 AY0197  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 AY0197
 AY0197  VERT ORDER  -  SECOND    CLASS 0
 AY0197
 AY0197.The horizontal coordinates were scaled from a topographic map and have
 AY0197.an estimated accuracy of +/- 6 seconds.
 AY0197
 AY0197.The orthometric height was determined by differential leveling
 AY0197.and adjusted by the National Geodetic Survey in June 1991..
 AY0197
 AY0197.The geoid height was determined by GEOID03.
 AY0197
 AY0197.The dynamic height is computed by dividing the NAVD 88
 AY0197.geopotential number by the normal gravity value computed on the
 AY0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0197.degrees latitude (g = 980.6199 gals.).
 AY0197
 AY0197.The modeled gravity was interpolated from observed gravity values.
 AY0197
 AY0197;                    North         East    Units  Estimated Accuracy
 AY0197;SPC TXSC     - 4,217,150.      651,160.      MT  (+/- 180 meters Scaled)
 AY0197
 AY0197                          SUPERSEDED SURVEY CONTROL
 AY0197
 AY0197  NGVD 29 (??/??/92)  368.998  (m)         1210.62   (f) ADJ UNCH    2 0
 AY0197
 AY0197.Superseded values are not recommended for survey control.
 AY0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0197.See file dsdata.txt to determine how the superseded data were derived.
 AY0197
 AY0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT511958(NAD 83)
 AY0197_MARKER: DB = BENCH MARK DISK
 AY0197_SETTING: 66 = SET IN ROCK OUTCROP
 AY0197_SP_SET: LIMESTONE OUTCROP
 AY0197_STAMPING: C 1004 1953
 AY0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0197+STABILITY: POSITION/ELEVATION WELL
 AY0197
 AY0197  HISTORY     - Date     Condition        Report By
 AY0197  HISTORY     - 1953     MONUMENTED       CGS
 AY0197  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY0197  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0197  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0197  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0197
 AY0197                          STATION DESCRIPTION
 AY0197
 AY0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0197'7.1 MI E FROM BERGHEIM.
 AY0197'7.1 MILES EAST ALONG FARM ROAD 475 FROM THE POST OFFICE AT BERGHEIM,
 AY0197'149 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE CULVERT, 30
 AY0197'FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 23.4 FEET SOUTH OF A
 AY0197'FENCE, 3 FEET ABOVE THE LEVEL OF THE FARM ROAD, SET IN THE TOP OF A
 AY0197'LARGE FLAT LIMESTONE OUTCROP.
 AY0197
 AY0197                          STATION RECOVERY (1964)
 AY0197
 AY0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY0197'MARK NOT FOUND.
 AY0197
 AY0197                          STATION RECOVERY (1989)
 AY0197
 AY0197'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0197'MARK NOT FOUND.
 AY0197
 AY0197                          STATION RECOVERY (1993)
 AY0197
 AY0197'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0197'MARK NOT FOUND.
 AY0197
 AY0197                          STATION RECOVERY (1999)
 AY0197
 AY0197'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0170 ***********************************************************************
 BN0170  DESIGNATION -  C 1005
 BN0170  PID         -  BN0170
 BN0170  STATE/COUNTY-  TX/GILLESPIE
 BN0170  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0170
 BN0170                         *CURRENT SURVEY CONTROL
 BN0170  ___________________________________________________________________
 BN0170* NAD 83(1986)-  30 15 42.     (N)    098 52 49.     (W)     SCALED    
 BN0170* NAVD 88     -       537.867  (meters)    1764.65   (feet)  POSTED    
 BN0170  ___________________________________________________________________
 BN0170  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 BN0170  DYNAMIC HT  -         537.110 (meters)    1762.17  (feet)  COMP
 BN0170  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 BN0170
 BN0170  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BN0170
 BN0170.The horizontal coordinates were scaled from a topographic map and have
 BN0170.an estimated accuracy of +/- 6 seconds.
 BN0170
 BN0170.The orthometric height was determined by differential leveling
 BN0170.and adjusted by the National Geodetic Survey in 1992..
 BN0170.No vertical observational check was made to the station.
 BN0170.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BN0170.was located on a no-check spur therefore a value was not computed.
 BN0170
 BN0170.The geoid height was determined by GEOID03.
 BN0170
 BN0170.The dynamic height is computed by dividing the NAVD 88
 BN0170.geopotential number by the normal gravity value computed on the
 BN0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0170.degrees latitude (g = 980.6199 gals.).
 BN0170
 BN0170.The modeled gravity was interpolated from observed gravity values.
 BN0170
 BN0170;                    North         East    Units  Estimated Accuracy
 BN0170;SPC TX C     - 3,066,870.      839,820.      MT  (+/- 180 meters Scaled)
 BN0170
 BN0170                          SUPERSEDED SURVEY CONTROL
 BN0170
 BN0170  NGVD 29 (??/??/92)  537.801  (m)         1764.44   (f) ADJ UNCH    2 0
 BN0170
 BN0170.Superseded values are not recommended for survey control.
 BN0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0170.See file dsdata.txt to determine how the superseded data were derived.
 BN0170
 BN0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU115477(NAD 83)
 BN0170_MARKER: DB = BENCH MARK DISK
 BN0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0170_STAMPING: C 1005 1953
 BN0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0170+STABILITY: SURFACE MOTION
 BN0170
 BN0170  HISTORY     - Date     Condition        Report By
 BN0170  HISTORY     - 1953     MONUMENTED       CGS
 BN0170  HISTORY     - 19930728 MARK NOT FOUND   USPSQD
 BN0170
 BN0170                          STATION DESCRIPTION
 BN0170
 BN0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0170'1.0 MI SW FROM FREDERICKSBURG.
 BN0170'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 BN0170'FREDERICKSBURG, 150 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BN0170'95.5 FEET SOUTH OF A POWER POLE, 118 FEET SOUTHWEST OF THE CENTER LINE
 BN0170'OF A DIRT ROAD LEADING EAST, 15 FEET WEST OF A FENCE CORNER, 10.5 FEET
 BN0170'NORTH OF A 10 INCH PECAN TREE, 2.2 FEET NORTH OF A FENCE, 2.2 FEET
 BN0170'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BN0170'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BN0170
 BN0170                          STATION RECOVERY (1993)
 BN0170
 BN0170'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1288 ***********************************************************************
 AW1288  DESIGNATION -  C 1007
 AW1288  PID         -  AW1288
 AW1288  STATE/COUNTY-  TX/HARRIS
 AW1288  USGS QUAD   -  PASADENA (1995)
 AW1288
 AW1288                         *CURRENT SURVEY CONTROL
 AW1288  ___________________________________________________________________
 AW1288* NAD 83(1986)-  29 39 55.     (N)    095 11 13.     (W)     SCALED    
 AW1288* NAVD 88     -        11.44   (+/-2cm)      37.5    (feet)  VERTCON   
 AW1288  ___________________________________________________________________
 AW1288  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1288
 AW1288  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1288
 AW1288.The horizontal coordinates were scaled from a topographic map and have
 AW1288.an estimated accuracy of +/- 6 seconds.
 AW1288
 AW1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1288.The vertical order pertains to the NGVD 29 superseded value.
 AW1288
 AW1288.The geoid height was determined by GEOID03.
 AW1288
 AW1288;                    North         East    Units  Estimated Accuracy
 AW1288;SPC TXSC     - 4,209,050.      969,030.      MT  (+/- 180 meters Scaled)
 AW1288
 AW1288                          SUPERSEDED SURVEY CONTROL
 AW1288
 AW1288  NGVD 29 (??/??/92)   11.436  (m)           37.52   (f) ADJ UNCH    1 2
 AW1288
 AW1288.Superseded values are not recommended for survey control.
 AW1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1288.See file dsdata.txt to determine how the superseded data were derived.
 AW1288
 AW1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN883836(NAD 83)
 AW1288_MARKER: DB = BENCH MARK DISK
 AW1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1288_STAMPING: C 1007 1954
 AW1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1288+STABILITY: SURFACE MOTION
 AW1288
 AW1288  HISTORY     - Date     Condition        Report By
 AW1288  HISTORY     - 1954     MONUMENTED       CGS
 AW1288  HISTORY     - 1964     GOOD             NGS
 AW1288  HISTORY     - 1967     MARK NOT FOUND   USGS
 AW1288  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1288  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 1988     GOOD             USPSQD
 AW1288  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 19910202 MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 AW1288  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1288
 AW1288                          STATION DESCRIPTION
 AW1288
 AW1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1288'2.95 MI E FROM DUMONT (S. HOUSTON).
 AW1288'ABOUT 2.95 MILES EAST ALONG THE SPENCER HIGHWAY FROM THE GALVESTON,
 AW1288'HOUSTON AND HENDERSON RAILROAD STATION AT SOUTH HOUSTON, ABOUT 0.3
 AW1288'MILE WEST OF BAYSHORE BOULEVARD, 154 FEET WEST OF THE CENTER LINE OF
 AW1288'BURKE ROAD LEADING NORTH, 53 FEET NORTH OF THE CENTER LINE OF THE
 AW1288'HIGHWAY, 58 FEET EAST OF BENCH MARK WELL 1229 (USGS), 31 FEET NORTH OF
 AW1288'THE NORTH EDGE OF THE PAVEMENT OF THE HIGHWAY, 4 FEET NORTHEAST OF A
 AW1288'TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW1288'GROUND.
 AW1288
 AW1288                          STATION RECOVERY (1967)
 AW1288
 AW1288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1978)
 AW1288
 AW1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1288'NOT RECOVERED.
 AW1288
 AW1288                          STATION RECOVERY (1987)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1987)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1988)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1988)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1988)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1988)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW1288'RECOVERED IN GOOD CONDITION.
 AW1288
 AW1288                          STATION RECOVERY (1988)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1988)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1989)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1989)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1989)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1989)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1989 (CS)
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1990)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1990 (BIW)
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1991)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (1998)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1288'MARK NOT FOUND.
 AW1288
 AW1288                          STATION RECOVERY (2003)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1288'THERE IS A NEW WALGREEN PARKING LOT AT THIS LOCATION
 AW1288
 AW1288                          STATION RECOVERY (2004)
 AW1288
 AW1288'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1876 ***********************************************************************
 AW1876  DESIGNATION -  C 1008
 AW1876  PID         -  AW1876
 AW1876  STATE/COUNTY-  TX/HARRIS
 AW1876  USGS QUAD   -  ADDICKS (1995)
 AW1876
 AW1876                         *CURRENT SURVEY CONTROL
 AW1876  ___________________________________________________________________
 AW1876* NAD 83(1986)-  29 52 02.     (N)    095 40 59.     (W)     SCALED    
 AW1876* NAVD 88     -        39.26   (+/-2cm)     128.8    (feet)  VERTCON   
 AW1876  ___________________________________________________________________
 AW1876  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW1876  OBS GRAVITY -     979,282.8   (mgal)                       GRAV_OBS
 AW1876
 AW1876  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1876
 AW1876.The horizontal coordinates were scaled from a topographic map and have
 AW1876.an estimated accuracy of +/- 6 seconds.
 AW1876
 AW1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1876.The vertical order pertains to the NGVD 29 superseded value.
 AW1876
 AW1876.The geoid height was determined by GEOID03.
 AW1876.The observed gravity was obtained from relative gravimeter ties
 AW1876.to the IGSN71 gravity network.
 AW1876
 AW1876;                    North         East    Units  Estimated Accuracy
 AW1876;SPC TXSC     - 4,229,960.      920,390.      MT  (+/- 180 meters Scaled)
 AW1876
 AW1876                          SUPERSEDED SURVEY CONTROL
 AW1876
 AW1876  NGVD 29 (??/??/92)   39.247  (m)          128.76   (f) ADJ UNCH    1 2
 AW1876
 AW1876.Superseded values are not recommended for survey control.
 AW1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1876.See file dsdata.txt to determine how the superseded data were derived.
 AW1876
 AW1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP408070(NAD 83)
 AW1876_MARKER: DB = BENCH MARK DISK
 AW1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1876_STAMPING: C 1008 1954
 AW1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1876+STABILITY: SURFACE MOTION
 AW1876
 AW1876  HISTORY     - Date     Condition        Report By
 AW1876  HISTORY     - 1954     MONUMENTED       CGS
 AW1876  HISTORY     - 1973     GOOD             NGS
 AW1876  HISTORY     - 1978     GOOD             NGS
 AW1876  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1876  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW1876  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1876
 AW1876                          STATION DESCRIPTION
 AW1876
 AW1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1876'7.8 MI S FROM CYPRESS.
 AW1876'ABOUT 1.75 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1876'AT CYPRESS, THENCE 6.05 MILES SOUTH ALONG BARKER-CYPRESS RD., ABOUT
 AW1876'0.15 MILE SOUTH OF THE MOST SOUTHERNLY ONE OF 2 CONCRETE BRIDGES, 67
 AW1876'FEET EAST OF THE SOUTHEAST CORNER OF A PIPE CATTLE GUARD AND ACROSS A
 AW1876'PRIVATE ROAD LEADING WEST, 30 FEET WEST OF THE CENTER LINE OF
 AW1876'BARKER-CYPRESS RD., 12 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE
 AW1876'ROAD, 7 FEET NORTH OF A FENCE, 8.3 FEET NORTHWEST OF A CORNER POST,
 AW1876'1.4 FEET NORTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 AW1876'DRIVE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1876
 AW1876                          STATION RECOVERY (1978)
 AW1876
 AW1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1876'RECOVERED IN GOOD CONDITION.
 AW1876
 AW1876                          STATION RECOVERY (1986)
 AW1876
 AW1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1876'THERE IS CONSTRUCTION AT THIS SITE.
 AW1876
 AW1876                          STATION RECOVERY (1995)
 AW1876
 AW1876'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1876'MARK NOT FOUND.
 AW1876
 AW1876                          STATION RECOVERY (2004)
 AW1876
 AW1876'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0164 ***********************************************************************
 BL0164  DESIGNATION -  C 101
 BL0164  PID         -  BL0164
 BL0164  STATE/COUNTY-  TX/TYLER
 BL0164  USGS QUAD   -  BIRDWELL LAKE (1984)
 BL0164
 BL0164                         *CURRENT SURVEY CONTROL
 BL0164  ___________________________________________________________________
 BL0164* NAD 83(1986)-  30 52 17.     (N)    094 16 20.     (W)     SCALED    
 BL0164* NAVD 88     -        57.71   (+/-2cm)     189.3    (feet)  VERTCON   
 BL0164  ___________________________________________________________________
 BL0164  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BL0164
 BL0164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0164
 BL0164.The horizontal coordinates were scaled from a topographic map and have
 BL0164.an estimated accuracy of +/- 6 seconds.
 BL0164
 BL0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0164.The vertical order pertains to the NGVD 29 superseded value.
 BL0164
 BL0164.The geoid height was determined by GEOID03.
 BL0164
 BL0164;                    North         East    Units  Estimated Accuracy
 BL0164;SPC TX C     - 3,149,340.    1,279,280.      MT  (+/- 180 meters Scaled)
 BL0164
 BL0164                          SUPERSEDED SURVEY CONTROL
 BL0164
 BL0164  NGVD 29 (??/??/92)   57.709  (m)          189.33   (f) ADJ UNCH    2 0
 BL0164
 BL0164.Superseded values are not recommended for survey control.
 BL0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0164.See file dsdata.txt to determine how the superseded data were derived.
 BL0164
 BL0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ783160(NAD 83)
 BL0164_MARKER: DB = BENCH MARK DISK
 BL0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0164_STAMPING: C 101 1952
 BL0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0164+STABILITY: SURFACE MOTION
 BL0164
 BL0164  HISTORY     - Date     Condition        Report By
 BL0164  HISTORY     - 1952     MONUMENTED       CGS
 BL0164
 BL0164                          STATION DESCRIPTION
 BL0164
 BL0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0164'14.95 MI NE FROM WOODVILLE.
 BL0164'11.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE TEXAS AND NEW ORLEANS
 BL0164'RAILROAD STATION AT WOODVILLE, THENCE 1.6 MILES NORTHWEST ALONG A
 BL0164'GRADED DIRT ROAD, THENCE 1.95 MILES WEST ALONG A GRADED DIRT ROAD, ON
 BL0164'TOP OF A HILL, ALONG THE SOUTH EDGE OF A FIELD, ON THE OUTSIDE OF A
 BL0164'CURVE IN THE ROAD, 0.1 MILE EAST OF A HOUSE, 100 FEET EAST OF A POWER
 BL0164'POLE, 76 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED HOUSE,
 BL0164'70 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.4 FEET SOUTH OF A
 BL0164'FENCE, 2.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL0164'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1481 ***********************************************************************
 BL1481  DESIGNATION -  C 1010
 BL1481  PID         -  BL1481
 BL1481  STATE/COUNTY-  TX/HARRIS
 BL1481  USGS QUAD   -  TOMBALL (1979)
 BL1481
 BL1481                         *CURRENT SURVEY CONTROL
 BL1481  ___________________________________________________________________
 BL1481* NAD 83(1986)-  30 06 13.     (N)    095 32 50.     (W)     SCALED    
 BL1481* NAVD 88     -        42.090  (meters)     138.09   (feet)  ADJUSTED  
 BL1481  ___________________________________________________________________
 BL1481  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1481  DYNAMIC HT  -          42.033 (meters)     137.90  (feet)  COMP
 BL1481  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 BL1481  OBS GRAVITY -     979,297.4   (mgal)                       GRAV_OBS
 BL1481
 BL1481  VERT ORDER  -  FIRST     CLASS II
 BL1481
 BL1481.The horizontal coordinates were scaled from a topographic map and have
 BL1481.an estimated accuracy of +/- 6 seconds.
 BL1481
 BL1481.The orthometric height was determined by differential leveling
 BL1481.and adjusted by the National Geodetic Survey in June 1991..
 BL1481
 BL1481.The geoid height was determined by GEOID03.
 BL1481
 BL1481.The dynamic height is computed by dividing the NAVD 88
 BL1481.geopotential number by the normal gravity value computed on the
 BL1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1481.degrees latitude (g = 980.6199 gals.).
 BL1481
 BL1481.The modeled gravity was interpolated from observed gravity values.
 BL1481.The observed gravity was obtained from relative gravimeter ties
 BL1481.to the IGSN71 gravity network.
 BL1481
 BL1481;                    North         East    Units  Estimated Accuracy
 BL1481;SPC TXSC     - 4,256,530.      932,740.      MT  (+/- 180 meters Scaled)
 BL1481
 BL1481                          SUPERSEDED SURVEY CONTROL
 BL1481
 BL1481  NGVD 29 (12/23/87)   42.087  (m)          138.08   (f) ADJUSTED    1 2
 BL1481
 BL1481.Superseded values are not recommended for survey control.
 BL1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1481.See file dsdata.txt to determine how the superseded data were derived.
 BL1481
 BL1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP545330(NAD 83)
 BL1481_MARKER: DB = BENCH MARK DISK
 BL1481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1481_SP_SET: ABUTMENT
 BL1481_STAMPING: C 1010 1954
 BL1481_MARK LOGO: CGS   
 BL1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1481+STABILITY: SURFACE MOTION
 BL1481
 BL1481  HISTORY     - Date     Condition        Report By
 BL1481  HISTORY     - 1954     MONUMENTED       CGS
 BL1481  HISTORY     - 1973     GOOD             NGS
 BL1481  HISTORY     - 1978     GOOD             NGS
 BL1481  HISTORY     - 1986     GOOD             NGS
 BL1481
 BL1481                          STATION DESCRIPTION
 BL1481
 BL1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1481'3.4 MI SE FROM HUFSMITH.
 BL1481'ABOUT 3.4 MILES SOUTHEAST ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1481'CROSSING OF STANOLIND RD., SET IN THE TOP CENTER OF THE NORTH END OF
 BL1481'THE EAST CONCRETE ABUTMENT TO A LARGE HIGHWAY BRIDGE OVER WILLOW
 BL1481'CREEK, 72 FEET SOUTH OF THE SOUTHEAST CORNER OF A RAILROAD BRIDGE,
 BL1481'14.6 FEET NORTH OF THE CENTER LINE OF KUYKENDAHL-HUFSMITH RD., ABOUT
 BL1481'LEVEL WITH THE ROAD.
 BL1481
 BL1481                          STATION RECOVERY (1978)
 BL1481
 BL1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1481'RECOVERED IN GOOD CONDITION.
 BL1481
 BL1481                          STATION RECOVERY (1986)
 BL1481
 BL1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1348 ***********************************************************************
 AW1348  DESIGNATION -  C 1011
 AW1348  PID         -  AW1348
 AW1348  STATE/COUNTY-  TX/GALVESTON
 AW1348  USGS QUAD   -  FLAKE (1994)
 AW1348
 AW1348                         *CURRENT SURVEY CONTROL
 AW1348  ___________________________________________________________________
 AW1348* NAD 83(1986)-  29 25 22.     (N)    094 41 56.     (W)     SCALED    
 AW1348* NAVD 88     -         2.95   (+/-2cm)       9.7    (feet)  VERTCON   
 AW1348  ___________________________________________________________________
 AW1348  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW1348
 AW1348  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1348
 AW1348.The horizontal coordinates were scaled from a topographic map and have
 AW1348.an estimated accuracy of +/- 6 seconds.
 AW1348
 AW1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1348.The vertical order pertains to the NGVD 29 superseded value.
 AW1348
 AW1348.The geoid height was determined by GEOID03.
 AW1348
 AW1348;                    North         East    Units  Estimated Accuracy
 AW1348;SPC TXSC     - 4,183,830.    1,017,230.      MT  (+/- 180 meters Scaled)
 AW1348
 AW1348                          SUPERSEDED SURVEY CONTROL
 AW1348
 AW1348  NGVD 29 (??/??/92)    2.953  (m)            9.69   (f) ADJ UNCH    1 2
 AW1348
 AW1348.Superseded values are not recommended for survey control.
 AW1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1348.See file dsdata.txt to determine how the superseded data were derived.
 AW1348
 AW1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN351560(NAD 83)
 AW1348_MARKER: DB = BENCH MARK DISK
 AW1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1348_STAMPING: C 1011 1953
 AW1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1348+STABILITY: SURFACE MOTION
 AW1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1348+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1348
 AW1348  HISTORY     - Date     Condition        Report By
 AW1348  HISTORY     - 1953     MONUMENTED       CGS
 AW1348  HISTORY     - 1958     GOOD             NGS
 AW1348  HISTORY     - 1977     GOOD             NGS
 AW1348  HISTORY     - 1978     GOOD             NGS
 AW1348  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1348  HISTORY     - 1990     GOOD             USPSQD
 AW1348  HISTORY     - 19910525 GOOD             USPSQD
 AW1348  HISTORY     - 19990511 GOOD             USPSQD
 AW1348  HISTORY     - 20010430 GOOD             USPSQD
 AW1348  HISTORY     - 20020708 GOOD             USPSQD
 AW1348  HISTORY     - 20031009 GOOD             USPSQD
 AW1348  HISTORY     - 20041023 GOOD             USPSQD
 AW1348
 AW1348                          STATION DESCRIPTION
 AW1348
 AW1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1348'6.6 MI NE FROM PORT BOLIVAR.
 AW1348'ABOUT 6.6 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1348'LANDING AT PORT BOLIVAR, 61 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW1348'HIGHWAY, 28 FEET NORTHEAST OF THE CENTER LINE OF AN OILED ROAD LEADING
 AW1348'SOUTHEAST, 97 FEET NORTH-NORTHEAST OF THE NORTH CORNER OF A TWO STORY
 AW1348'HOUSE, 53 FEET NORTHEAST OF POWER POLE 455, 5 FEET WEST OF A FENCE
 AW1348'CORNER 1 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AW1348'ROADS, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW1348
 AW1348                          STATION RECOVERY (1977)
 AW1348
 AW1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1348'RECOVERED IN GOOD CONDITION.
 AW1348
 AW1348                          STATION RECOVERY (1978)
 AW1348
 AW1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1348'RECOVERED IN GOOD CONDITION.
 AW1348
 AW1348                          STATION RECOVERY (1989)
 AW1348
 AW1348'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW1348'MARK NOT FOUND.
 AW1348
 AW1348                          STATION RECOVERY (1990)
 AW1348
 AW1348'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1348'RECOVERED IN GOOD CONDITION.
 AW1348
 AW1348                          STATION RECOVERY (1991)
 AW1348
 AW1348'RECOVERY NOTE BY US POWER SQUADRON 1991 (BM)
 AW1348'RECOVERED IN GOOD CONDITION.
 AW1348
 AW1348                          STATION RECOVERY (1999)
 AW1348
 AW1348'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1348'RECOVERED IN GOOD CONDITION.
 AW1348
 AW1348                          STATION RECOVERY (2001)
 AW1348
 AW1348'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1348'RECOVERED IN GOOD CONDITION.
 AW1348
 AW1348                          STATION RECOVERY (2002)
 AW1348
 AW1348'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1348'RECOVERED IN GOOD CONDITION.
 AW1348
 AW1348                          STATION RECOVERY (2003)
 AW1348
 AW1348'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1348'RECOVERED IN GOOD CONDITION.
 AW1348
 AW1348                          STATION RECOVERY (2004)
 AW1348
 AW1348'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1348'MARK IS FOUND 3 FEET NW OF STREET SIGN FOR SH 87 AND BOYT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2524 ***********************************************************************
 AW2524  DESIGNATION -  C 1012
 AW2524  PID         -  AW2524
 AW2524  STATE/COUNTY-  TX/CHAMBERS
 AW2524  USGS QUAD   -  STOWELL (1993)
 AW2524
 AW2524                         *CURRENT SURVEY CONTROL
 AW2524  ___________________________________________________________________
 AW2524* NAD 83(1986)-  29 48 08.     (N)    094 23 08.     (W)     SCALED    
 AW2524* NAVD 88     -         7.46   (+/-2cm)      24.5    (feet)  VERTCON   
 AW2524  ___________________________________________________________________
 AW2524  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2524
 AW2524  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2524
 AW2524.The horizontal coordinates were scaled from a topographic map and have
 AW2524.an estimated accuracy of +/- 6 seconds.
 AW2524
 AW2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2524.The vertical order pertains to the NGVD 29 superseded value.
 AW2524
 AW2524.The geoid height was determined by GEOID03.
 AW2524
 AW2524;                    North         East    Units  Estimated Accuracy
 AW2524;SPC TXSC     - 4,227,010.    1,045,950.      MT  (+/- 180 meters Scaled)
 AW2524
 AW2524                          SUPERSEDED SURVEY CONTROL
 AW2524
 AW2524  NGVD 29 (??/??/92)    7.463  (m)           24.48   (f) ADJ UNCH    1 2
 AW2524
 AW2524.Superseded values are not recommended for survey control.
 AW2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2524.See file dsdata.txt to determine how the superseded data were derived.
 AW2524
 AW2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN660976(NAD 83)
 AW2524_MARKER: DB = BENCH MARK DISK
 AW2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2524_STAMPING: C 1012 1953
 AW2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2524+STABILITY: SURFACE MOTION
 AW2524
 AW2524  HISTORY     - Date     Condition        Report By
 AW2524  HISTORY     - 1953     MONUMENTED       CGS
 AW2524  HISTORY     - 1958     GOOD             NGS
 AW2524  HISTORY     - 19950810 GOOD             USPSQD
 AW2524  HISTORY     - 19960908 GOOD             USPSQD
 AW2524  HISTORY     - 20010331 GOOD             NGS
 AW2524  HISTORY     - 20030120 MARK NOT FOUND   USPSQD
 AW2524  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2524  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2524
 AW2524                          STATION DESCRIPTION
 AW2524
 AW2524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2524'0.9 MI N FROM STOWELL.
 AW2524'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2524'STOWELL, THENCE ABOUT 0.1 MILE WEST ALONG AN OILED ROAD LEADING TO THE
 AW2524'FAIRVIEW CEMETERY, ABOUT 0.2 MILE EAST OF THE ENTRANCE TO THE
 AW2524'CEMETERY, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 74 FEET
 AW2524'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL COVERED BUILDING, 6
 AW2524'1/2 FEET NORTHEAST OF POWER POLE 1204, 2 FEET NORTH OF THE WESTEND OF
 AW2524'A FENCE, 2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AW2524'ROAD, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2524
 AW2524                          STATION RECOVERY (1995)
 AW2524
 AW2524'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2524'RECOVERED IN GOOD CONDITION.
 AW2524
 AW2524                          STATION RECOVERY (1996)
 AW2524
 AW2524'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2524'RECOVERED IN GOOD CONDITION.
 AW2524
 AW2524                          STATION RECOVERY (2001)
 AW2524
 AW2524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2524'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2524
 AW2524                          STATION RECOVERY (2003)
 AW2524
 AW2524'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2524'MARK NOT FOUND.
 AW2524
 AW2524                          STATION RECOVERY (2004)
 AW2524
 AW2524'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2524'MARK NOT FOUND.
 AW2524
 AW2524                          STATION RECOVERY (2005)
 AW2524
 AW2524'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3144 ***********************************************************************
 AW3144  DESIGNATION -  C 1013
 AW3144  PID         -  AW3144
 AW3144  STATE/COUNTY-  TX/CHAMBERS
 AW3144  USGS QUAD   -  ANAHUAC (1993)
 AW3144
 AW3144                         *CURRENT SURVEY CONTROL
 AW3144  ___________________________________________________________________
 AW3144* NAD 83(1986)-  29 49 00.     (N)    094 38 47.     (W)     SCALED    
 AW3144* NAVD 88     -         6.77   (+/-2cm)      22.2    (feet)  VERTCON   
 AW3144  ___________________________________________________________________
 AW3144  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW3144
 AW3144  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3144
 AW3144.The horizontal coordinates were scaled from a topographic map and have
 AW3144.an estimated accuracy of +/- 6 seconds.
 AW3144
 AW3144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3144.The vertical order pertains to the NGVD 29 superseded value.
 AW3144
 AW3144.The geoid height was determined by GEOID03.
 AW3144
 AW3144;                    North         East    Units  Estimated Accuracy
 AW3144;SPC TXSC     - 4,227,640.    1,020,690.      MT  (+/- 180 meters Scaled)
 AW3144
 AW3144                          SUPERSEDED SURVEY CONTROL
 AW3144
 AW3144  NGVD 29 (??/??/92)    6.769  (m)           22.21   (f) ADJ UNCH    1 2
 AW3144
 AW3144.Superseded values are not recommended for survey control.
 AW3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3144.See file dsdata.txt to determine how the superseded data were derived.
 AW3144
 AW3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN409996(NAD 83)
 AW3144_MARKER: DB = BENCH MARK DISK
 AW3144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3144_STAMPING: C 1013 1953
 AW3144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3144+STABILITY: SURFACE MOTION
 AW3144
 AW3144  HISTORY     - Date     Condition        Report By
 AW3144  HISTORY     - 1953     MONUMENTED       CGS
 AW3144  HISTORY     - 1973     GOOD             NGS
 AW3144  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW3144  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3144  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AW3144
 AW3144                          STATION DESCRIPTION
 AW3144
 AW3144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3144'4.0 MI SW FROM HANKAMER.
 AW3144'ABOUT 4 MILES SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE CHURCH OF
 AW3144'CHRIST AT HANKAMER, 136 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AW3144'CONCRETE BRIDGE OVER WHITES BAYOU, 105 FEET WEST OF THE CENTER LINE OF
 AW3144'HIGHWAY 61, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF FARM ROAD 2041, 1
 AW3144'FOOT NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 AW3144'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW3144
 AW3144                          STATION RECOVERY (1997)
 AW3144
 AW3144'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3144'MARK NOT FOUND.
 AW3144
 AW3144                          STATION RECOVERY (2001)
 AW3144
 AW3144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3144'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3144
 AW3144                          STATION RECOVERY (2004)
 AW3144
 AW3144'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AW3144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2416 ***********************************************************************
 AW2416  DESIGNATION -  C 1014
 AW2416  PID         -  AW2416
 AW2416  STATE/COUNTY-  TX/GALVESTON
 AW2416  USGS QUAD   -  MUD LAKE (1994)
 AW2416
 AW2416                         *CURRENT SURVEY CONTROL
 AW2416  ___________________________________________________________________
 AW2416* NAD 83(1986)-  29 33 18.     (N)    094 22 16.     (W)     SCALED    
 AW2416* NAVD 88     -         2.04   (+/-2cm)       6.7    (feet)  VERTCON   
 AW2416  ___________________________________________________________________
 AW2416  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW2416
 AW2416  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2416
 AW2416.The horizontal coordinates were scaled from a topographic map and have
 AW2416.an estimated accuracy of +/- 6 seconds.
 AW2416
 AW2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2416.The vertical order pertains to the NGVD 29 superseded value.
 AW2416
 AW2416.The geoid height was determined by GEOID03.
 AW2416
 AW2416;                    North         East    Units  Estimated Accuracy
 AW2416;SPC TXSC     - 4,199,680.    1,048,430.      MT  (+/- 180 meters Scaled)
 AW2416
 AW2416                          SUPERSEDED SURVEY CONTROL
 AW2416
 AW2416  NGVD 29 (??/??/92)    2.039  (m)            6.69   (f) ADJ UNCH    1 2
 AW2416
 AW2416.Superseded values are not recommended for survey control.
 AW2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2416.See file dsdata.txt to determine how the superseded data were derived.
 AW2416
 AW2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN671702(NAD 83)
 AW2416_MARKER: DB = BENCH MARK DISK
 AW2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2416_STAMPING: C 1014 1953
 AW2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2416+STABILITY: SURFACE MOTION
 AW2416
 AW2416  HISTORY     - Date     Condition        Report By
 AW2416  HISTORY     - 1953     MONUMENTED       CGS
 AW2416  HISTORY     - 1962     GOOD             NGS
 AW2416  HISTORY     - 19890525 MARK NOT FOUND   USGS
 AW2416  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW2416
 AW2416                          STATION DESCRIPTION
 AW2416
 AW2416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AW2416'1.95 MI SE FROM HIGH ISLAND.
 AW2416'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2416'IN HIGH ISLAND, THENCE 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 87,
 AW2416'230 FEET SOUTHEAST OF THE NEW STATE HIGHWAY 87 CENTER LINE, 90 FEET
 AW2416'SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY OF NEW HIGHWAY, 158 FEET WEST
 AW2416'OF AN OLD HIGHWAY RIGHT-OF-WAY CONCRETE POST, AND IS ABOUT 20 FEET
 AW2416'NORTH OF THE HIGH WATER LINE OF THE GULF OF MEXICO.  NOTE-- IT NOW
 AW2416'PROJECTS ABOUT 2 INCHES ABOVE THE SAND.  THE CONCRETE POST IS ABOUT 10
 AW2416'INCHES IN DIAMETER.
 AW2416
 AW2416                          STATION RECOVERY (1989)
 AW2416
 AW2416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (IG)
 AW2416'MARK NOT FOUND.
 AW2416
 AW2416                          STATION RECOVERY (2005)
 AW2416
 AW2416'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0442 ***********************************************************************
 AV0442  DESIGNATION -  C 1015
 AV0442  PID         -  AV0442
 AV0442  STATE/COUNTY-  TX/JEFFERSON
 AV0442  USGS QUAD   -  SABINE PASS (1993)
 AV0442
 AV0442                         *CURRENT SURVEY CONTROL
 AV0442  ___________________________________________________________________
 AV0442* NAD 83(1986)-  29 43 26.     (N)    093 54 08.     (W)     SCALED    
 AV0442* NAVD 88     -         1.50   (+/-2cm)       4.9    (feet)  VERTCON   
 AV0442  ___________________________________________________________________
 AV0442  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AV0442
 AV0442  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0442
 AV0442.The horizontal coordinates were scaled from a topographic map and have
 AV0442.an estimated accuracy of +/- 6 seconds.
 AV0442
 AV0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0442.The vertical order pertains to the NGVD 29 superseded value.
 AV0442
 AV0442.The geoid height was determined by GEOID03.
 AV0442
 AV0442;                    North         East    Units  Estimated Accuracy
 AV0442;SPC TXSC     - 4,220,270.    1,093,010.      MT  (+/- 180 meters Scaled)
 AV0442
 AV0442                          SUPERSEDED SURVEY CONTROL
 AV0442
 AV0442  NGVD 29 (??/??/??)    1.495  (m)            4.90   (f) ADJUSTED    1 2
 AV0442
 AV0442.Superseded values are not recommended for survey control.
 AV0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0442.See file dsdata.txt to determine how the superseded data were derived.
 AV0442
 AV0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN127885(NAD 83)
 AV0442_MARKER: DB = BENCH MARK DISK
 AV0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0442_STAMPING: C 1015 1953
 AV0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0442+STABILITY: SURFACE MOTION
 AV0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AV0442+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 AV0442
 AV0442  HISTORY     - Date     Condition        Report By
 AV0442  HISTORY     - 1953     MONUMENTED       CGS
 AV0442  HISTORY     - 1958     GOOD             CGS
 AV0442  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0442  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0442  HISTORY     - 1989     GOOD             USPSQD
 AV0442  HISTORY     - 1989     GOOD             USPSQD
 AV0442  HISTORY     - 1989     GOOD             USPSQD
 AV0442  HISTORY     - 19930202 GOOD             USPSQD
 AV0442  HISTORY     - 19940719 GOOD             USPSQD
 AV0442  HISTORY     - 19991023 GOOD             USPSQD
 AV0442  HISTORY     - 20010331 GOOD             NGS
 AV0442  HISTORY     - 20010331 GOOD             NGS
 AV0442  HISTORY     - 20031002 GOOD             USPSQD
 AV0442
 AV0442                          STATION DESCRIPTION
 AV0442
 AV0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0442'0.75 MI SW FROM SABINE PASS.
 AV0442'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AV0442'MONUMENT AT SABINE PASS, 56 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 AV0442'THE HIGHWAY, AT THE SAPP MOTEL, 129 FEET NORTHEAST OF A POWER POLE, 12
 AV0442'FEET SOUTHWEST OF THE MOST SOUTHWESTERLY ONE OF 3 6-INCH PINE TREES, 8
 AV0442'1/2 FEET SOUTHWEST OF THE WEST CORNER OF A ROW OF CABINS, AND IN THE
 AV0442'TOP OF A CONCRETE POST 6 INCHES BELOW THE SURFACE.
 AV0442
 AV0442                          STATION RECOVERY (1984)
 AV0442
 AV0442'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0442'MARK NOT FOUND.
 AV0442
 AV0442                          STATION RECOVERY (1987)
 AV0442
 AV0442'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0442'MARK NOT FOUND.
 AV0442
 AV0442                          STATION RECOVERY (1989)
 AV0442
 AV0442'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0442'RECOVERED IN GOOD CONDITION.
 AV0442
 AV0442                          STATION RECOVERY (1989)
 AV0442
 AV0442'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0442'RECOVERED IN GOOD CONDITION.
 AV0442
 AV0442                          STATION RECOVERY (1989)
 AV0442
 AV0442'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AV0442'RECOVERED IN GOOD CONDITION.
 AV0442
 AV0442                          STATION RECOVERY (1993)
 AV0442
 AV0442'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0442'RECOVERED IN GOOD CONDITION.
 AV0442
 AV0442                          STATION RECOVERY (1994)
 AV0442
 AV0442'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0442'RECOVERED IN GOOD CONDITION.
 AV0442
 AV0442                          STATION RECOVERY (1999)
 AV0442
 AV0442'RECOVERY NOTE BY US POWER SQUADRON 1999
 AV0442'RECOVERED IN GOOD CONDITION.
 AV0442
 AV0442                          STATION RECOVERY (2001)
 AV0442
 AV0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0442'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0442
 AV0442                          STATION RECOVERY (2001)
 AV0442
 AV0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0442'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0442
 AV0442                          STATION RECOVERY (2003)
 AV0442
 AV0442'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2403 ***********************************************************************
 AW2403  DESIGNATION -  C 1016
 AW2403  PID         -  AW2403
 AW2403  STATE/COUNTY-  TX/JEFFERSON
 AW2403  USGS QUAD   -  HAMSHIRE (1994)
 AW2403
 AW2403                         *CURRENT SURVEY CONTROL
 AW2403  ___________________________________________________________________
 AW2403* NAD 83(1986)-  29 50 35.     (N)    094 19 50.     (W)     SCALED    
 AW2403* NAVD 88     -         4.58   (+/-2cm)      15.0    (feet)  VERTCON   
 AW2403  ___________________________________________________________________
 AW2403  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2403
 AW2403  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2403
 AW2403.The horizontal coordinates were scaled from a topographic map and have
 AW2403.an estimated accuracy of +/- 6 seconds.
 AW2403
 AW2403.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2403.The vertical order pertains to the NGVD 29 superseded value.
 AW2403
 AW2403.The geoid height was determined by GEOID03.
 AW2403
 AW2403;                    North         East    Units  Estimated Accuracy
 AW2403;SPC TXSC     - 4,231,740.    1,051,080.      MT  (+/- 180 meters Scaled)
 AW2403
 AW2403                          SUPERSEDED SURVEY CONTROL
 AW2403
 AW2403  NGVD 29 (??/??/92)    4.574  (m)           15.01   (f) ADJ UNCH    1 2
 AW2403
 AW2403.Superseded values are not recommended for survey control.
 AW2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2403.See file dsdata.txt to determine how the superseded data were derived.
 AW2403
 AW2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP714021(NAD 83)
 AW2403_MARKER: DB = BENCH MARK DISK
 AW2403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2403_SP_SET: BRIDGE
 AW2403_STAMPING: C 1016 1953
 AW2403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2403
 AW2403  HISTORY     - Date     Condition        Report By
 AW2403  HISTORY     - 1953     MONUMENTED       CGS
 AW2403  HISTORY     - 1958     GOOD             NGS
 AW2403  HISTORY     - 1962     MARK NOT FOUND   USGS
 AW2403  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2403  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2403  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2403
 AW2403                          STATION DESCRIPTION
 AW2403
 AW2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2403'1.8 MI SW FROM HAMSHIRE.
 AW2403'ABOUT 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE
 AW2403'AT HAMSHIRE, OR ABOUT 3.5 MILES NORTHEAST ALONG STATE HIGHWAY 124 FROM
 AW2403'THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT WINNIE, 17 FEET
 AW2403'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 AW2403'NORTHEAST END OF THE SOUTHEAST BALUSTRADE OF A CONCRETE BRIDGE, AND
 AW2403'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AW2403
 AW2403                          STATION RECOVERY (1962)
 AW2403
 AW2403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AW2403'MARK NOT FOUND.
 AW2403
 AW2403                          STATION RECOVERY (2001)
 AW2403
 AW2403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2403'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2403
 AW2403                          STATION RECOVERY (2001)
 AW2403
 AW2403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2403'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2403
 AW2403                          STATION RECOVERY (2004)
 AW2403
 AW2403'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0225 ***********************************************************************
 BL0225  DESIGNATION -  C 1017
 BL0225  PID         -  BL0225
 BL0225  STATE/COUNTY-  TX/JEFFERSON
 BL0225  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0225
 BL0225                         *CURRENT SURVEY CONTROL
 BL0225  ___________________________________________________________________
 BL0225* NAD 83(1986)-  30 04 04.     (N)    094 11 23.     (W)     SCALED    
 BL0225* NAVD 88     -         8.514  (meters)      27.93   (feet)  ADJUSTED  
 BL0225  ___________________________________________________________________
 BL0225  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0225  DYNAMIC HT  -           8.503 (meters)      27.90  (feet)  COMP
 BL0225  MODELED GRAV-     979,306.9   (mgal)                       NAVD 88
 BL0225
 BL0225  VERT ORDER  -  FIRST     CLASS I
 BL0225
 BL0225.The horizontal coordinates were scaled from a topographic map and have
 BL0225.an estimated accuracy of +/- 6 seconds.
 BL0225
 BL0225.The orthometric height was determined by differential leveling
 BL0225.and adjusted by the National Geodetic Survey in June 1991..
 BL0225
 BL0225.The geoid height was determined by GEOID03.
 BL0225
 BL0225.The dynamic height is computed by dividing the NAVD 88
 BL0225.geopotential number by the normal gravity value computed on the
 BL0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0225.degrees latitude (g = 980.6199 gals.).
 BL0225
 BL0225.The modeled gravity was interpolated from observed gravity values.
 BL0225
 BL0225;                    North         East    Units  Estimated Accuracy
 BL0225;SPC TXSC     - 4,257,180.    1,063,650.      MT  (+/- 180 meters Scaled)
 BL0225
 BL0225                          SUPERSEDED SURVEY CONTROL
 BL0225
 BL0225  NGVD 29 (??/??/92)    8.533  (m)           28.00   (f) ADJ UNCH    1 1
 BL0225
 BL0225.Superseded values are not recommended for survey control.
 BL0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0225.See file dsdata.txt to determine how the superseded data were derived.
 BL0225
 BL0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP853268(NAD 83)
 BL0225_MARKER: DB = BENCH MARK DISK
 BL0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0225_STAMPING: C 1017 1954
 BL0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0225+STABILITY: SURFACE MOTION
 BL0225
 BL0225  HISTORY     - Date     Condition        Report By
 BL0225  HISTORY     - 1954     MONUMENTED       CGS
 BL0225  HISTORY     - 1972     GOOD             NGS
 BL0225  HISTORY     - 1984     GOOD             USPSQD
 BL0225  HISTORY     - 19870815 MARK NOT FOUND   USPSQD
 BL0225  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0225  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0225  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL0225  HISTORY     - 19890823 MARK NOT FOUND   USPSQD
 BL0225  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0225  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0225  HISTORY     - 19900207 MARK NOT FOUND   USPSQD
 BL0225  HISTORY     - 19940730 MARK NOT FOUND   USPSQD
 BL0225  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0225  HISTORY     - 20020128 MARK NOT FOUND   NGS
 BL0225  HISTORY     - 20041031 MARK NOT FOUND   USPSQD
 BL0225
 BL0225                          STATION DESCRIPTION
 BL0225
 BL0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0225'IN AMELIA.
 BL0225'AT AMELIA, BETWEEN US HIGHWAY 90 AND THE SOUTHERN PACIFIC RAILROAD, AT
 BL0225'THE CROSSING OF STATE HIGHWAY 364 (S-MAJOR DRIVE) AND THE MAIN TRACK,
 BL0225'98.5 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF HIGHWAY
 BL0225'90, 33.8 FEET WEST OF THE CENTER OF THE LINE OF STATE HIGHWAY 364,
 BL0225'30.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 20.9 FEET
 BL0225'SOUTHEAST OF THE SOUTHEAST CORNER OF A SIGNAL CONTROL BOX, 11.3 FEET
 BL0225'WEST-NORTHWEST OF THE NORTHWEST CURB OF THE CONNECTING LANE FROM HWY.
 BL0225'364 TO THE WESTBOUND LANE OF US HWY. 90, ABOUT LEVEL WITH HWY. 364 AND
 BL0225'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BL0225
 BL0225                          STATION RECOVERY (1984)
 BL0225
 BL0225'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0225'LOCATED ABOUT 1-INCH BELOW GROUND LEVEL COVERED WITH DIRT AND ROCKS
 BL0225'AND GROWN OVER WITH GRASS.
 BL0225
 BL0225                          STATION RECOVERY (1987)
 BL0225
 BL0225'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0225'MARK NOT FOUND.
 BL0225
 BL0225                          STATION RECOVERY (1988)
 BL0225
 BL0225'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0225'MARK NOT FOUND.
 BL0225
 BL0225                          STATION RECOVERY (1988)
 BL0225
 BL0225'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0225'MARK NOT FOUND.
 BL0225
 BL0225                          STATION RECOVERY (1989)
 BL0225
 BL0225'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0225'MARK NOT FOUND.
 BL0225
 BL0225                          STATION RECOVERY (1989)
 BL0225
 BL0225'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWP)
 BL0225'MARK NOT FOUND.
 BL0225
 BL0225                          STATION RECOVERY (1990)
 BL0225
 BL0225'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLH)
 BL0225'MARK NOT FOUND.
 BL0225
 BL0225                          STATION RECOVERY (1990)
 BL0225
 BL0225'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0225'MARK NOT FOUND.
 BL0225
 BL0225                          STATION RECOVERY (1990)
 BL0225
 BL0225'RECOVERY NOTE BY US POWER SQUADRON 1990 (EVB)
 BL0225'MARK NOT FOUND.
 BL0225
 BL0225                          STATION RECOVERY (1994)
 BL0225
 BL0225'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0225'MARK NOT FOUND.
 BL0225
 BL0225                          STATION RECOVERY (2001)
 BL0225
 BL0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0225'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0225
 BL0225                          STATION RECOVERY (2002)
 BL0225
 BL0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0225'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0225
 BL0225                          STATION RECOVERY (2004)
 BL0225
 BL0225'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0725 ***********************************************************************
 AW0725  DESIGNATION -  C 1019
 AW0725  PID         -  AW0725
 AW0725  STATE/COUNTY-  TX/LIBERTY
 AW0725  USGS QUAD   -  SHEEKS (1993)
 AW0725
 AW0725                         *CURRENT SURVEY CONTROL
 AW0725  ___________________________________________________________________
 AW0725* NAD 83(1986)-  29 54 19.     (N)    094 56 44.     (W)     SCALED    
 AW0725* NAVD 88     -        11.21   (+/-2cm)      36.8    (feet)  VERTCON   
 AW0725  ___________________________________________________________________
 AW0725  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW0725
 AW0725  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0725
 AW0725.The horizontal coordinates were scaled from a topographic map and have
 AW0725.an estimated accuracy of +/- 6 seconds.
 AW0725
 AW0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0725.The vertical order pertains to the NGVD 29 superseded value.
 AW0725
 AW0725.The geoid height was determined by GEOID03.
 AW0725
 AW0725;                    North         East    Units  Estimated Accuracy
 AW0725;SPC TX C     - 3,039,050.    1,220,170.      MT  (+/- 180 meters Scaled)
 AW0725
 AW0725                          SUPERSEDED SURVEY CONTROL
 AW0725
 AW0725  NGVD 29 (??/??/92)   11.208  (m)           36.77   (f) ADJ UNCH    1 2
 AW0725
 AW0725.Superseded values are not recommended for survey control.
 AW0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0725.See file dsdata.txt to determine how the superseded data were derived.
 AW0725
 AW0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP121098(NAD 83)
 AW0725_MARKER: DB = BENCH MARK DISK
 AW0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0725_STAMPING: C 1019 1954
 AW0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0725+STABILITY: SURFACE MOTION
 AW0725
 AW0725  HISTORY     - Date     Condition        Report By
 AW0725  HISTORY     - 1954     MONUMENTED       CGS
 AW0725  HISTORY     - 1963     GOOD             NGS
 AW0725  HISTORY     - 1978     GOOD             NGS
 AW0725  HISTORY     - 1990     GOOD             USPSQD
 AW0725  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW0725
 AW0725                          STATION DESCRIPTION
 AW0725
 AW0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW0725'6.1 MI NW FROM MONT BELVIEU.
 AW0725'ABOUT 0.45 MILE NORTHWEST ALONG LOOP 207 FROM THE METHODIST CHURCH AT
 AW0725'MONT BELVIEU, THENCE 1.35 MILES WEST ALONG FARM ROAD 1942, THENCE 4.3
 AW0725'MILES NORTH-NORTHWEST ALONG A SHELL ROAD, AT THE SOUTHEAST END OF A
 AW0725'ROW OF TREES, 37 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 20
 AW0725'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A SMALL IRRIGATION DITCH, 6
 AW0725'FEET NORTHEAST OF A FENCE, 7.0 FEET NORTHEAST OF A METAL WITNESS POST,
 AW0725'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW0725'PROJECTING 6 INCHES.
 AW0725
 AW0725                          STATION RECOVERY (1978)
 AW0725
 AW0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0725'NOTE=MARK IS ONE FOOT WEST OF A NEW WITNESS POST AND 0.4
 AW0725'MILE SOUTH OF OLD HICKORY FARM AT A POINT WHERE POWER LINE
 AW0725'CROSSES ROAD.
 AW0725
 AW0725                          STATION RECOVERY (1990)
 AW0725
 AW0725'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0725'RECOVERED IN GOOD CONDITION.
 AW0725
 AW0725                          STATION RECOVERY (2004)
 AW0725
 AW0725'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0566 ***********************************************************************
 BY0566  DESIGNATION -  C 102
 BY0566  PID         -  BY0566
 BY0566  STATE/COUNTY-  TX/JASPER
 BY0566  USGS QUAD   -  MC GEE BEND (1984)
 BY0566
 BY0566                         *CURRENT SURVEY CONTROL
 BY0566  ___________________________________________________________________
 BY0566* NAD 83(1986)-  31 00 22.     (N)    094 06 40.     (W)     SCALED    
 BY0566* NAVD 88     -        64.46   (+/-2cm)     211.5    (feet)  VERTCON   
 BY0566  ___________________________________________________________________
 BY0566  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BY0566
 BY0566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0566
 BY0566.The horizontal coordinates were scaled from a topographic map and have
 BY0566.an estimated accuracy of +/- 6 seconds.
 BY0566
 BY0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0566.The vertical order pertains to the NGVD 29 superseded value.
 BY0566
 BY0566.The geoid height was determined by GEOID03.
 BY0566
 BY0566;                    North         East    Units  Estimated Accuracy
 BY0566;SPC TX C     - 3,165,100.    1,293,830.      MT  (+/- 180 meters Scaled)
 BY0566
 BY0566                          SUPERSEDED SURVEY CONTROL
 BY0566
 BY0566  NGVD 29 (??/??/92)   64.467  (m)          211.51   (f) ADJ UNCH    2 0
 BY0566
 BY0566.Superseded values are not recommended for survey control.
 BY0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0566.See file dsdata.txt to determine how the superseded data were derived.
 BY0566
 BY0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ939308(NAD 83)
 BY0566_MARKER: DB = BENCH MARK DISK
 BY0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0566_STAMPING: C 102 1952
 BY0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0566+STABILITY: SURFACE MOTION
 BY0566
 BY0566  HISTORY     - Date     Condition        Report By
 BY0566  HISTORY     - 1952     MONUMENTED       CGS
 BY0566  HISTORY     - 1979     GOOD             USGS
 BY0566
 BY0566                          STATION DESCRIPTION
 BY0566
 BY0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0566'14.2 MI NW FROM JASPER.
 BY0566'8.5 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0566'JASPER, THENCE 0.95 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.2
 BY0566'MILE NORTHEAST ALONG FARM ROAD 254, THENCE 2.7 MILES NORTHEAST ALONG A
 BY0566'GRADED DIRT ROAD, THENCE 1.85 MILES NORTHWEST ALONG A SANDY ROAD, 0.5
 BY0566'MILE NORTHWEST OF A PIPE LINE, 0.25 MILE SOUTHEAST OF A GRADED DIRT
 BY0566'ROAD LEADING SOUTHWEST, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BY0566'ROAD, 39 FEET WEST OF A 10 INCH PINE TREE, 1.9 FEET SOUTHWEST OF A
 BY0566'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BY0566'FOOT ABOVE THE GROUND.
 BY0566
 BY0566                          STATION RECOVERY (1979)
 BY0566
 BY0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0566'1.5 MI. W ALONG HWYS. 190 AND 63 FROM JCT OF HWYS. 190, 63 AND 96 AT
 BY0566'THE S EDGE OF JASPER, THENCE 8.2 MI. NW ALONG HWY. 63, THENCE 2.8 MI.
 BY0566'N ALONG GRADED ROAD, THENCE 0.2 MI. SE ALONG ABANDONED LOGGING ROAD,
 BY0566'45 FT. SW OF THE CENTERLINE OF THE ABANDONED LOGGING ROAD, 1.9 FT. SW
 BY0566'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0566'0.3 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0035 ***********************************************************************
 CR0035  DESIGNATION -  C 1022
 CR0035  PID         -  CR0035
 CR0035  STATE/COUNTY-  TX/HARRISON
 CR0035  USGS QUAD   -  SCOTTSVILLE (1978)
 CR0035
 CR0035                         *CURRENT SURVEY CONTROL
 CR0035  ___________________________________________________________________
 CR0035* NAD 83(1986)-  32 37 09.     (N)    094 08 19.     (W)     SCALED    
 CR0035* NAVD 88     -        62.449  (meters)     204.88   (feet)  ADJUSTED  
 CR0035  ___________________________________________________________________
 CR0035  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR0035  DYNAMIC HT  -          62.379 (meters)     204.66  (feet)  COMP
 CR0035  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 CR0035
 CR0035  VERT ORDER  -  FIRST     CLASS II
 CR0035
 CR0035.The horizontal coordinates were scaled from a topographic map and have
 CR0035.an estimated accuracy of +/- 6 seconds.
 CR0035
 CR0035.The orthometric height was determined by differential leveling
 CR0035.and adjusted by the National Geodetic Survey in June 1991..
 CR0035
 CR0035.The geoid height was determined by GEOID03.
 CR0035
 CR0035.The dynamic height is computed by dividing the NAVD 88
 CR0035.geopotential number by the normal gravity value computed on the
 CR0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0035.degrees latitude (g = 980.6199 gals.).
 CR0035
 CR0035.The modeled gravity was interpolated from observed gravity values.
 CR0035
 CR0035;                    North         East    Units  Estimated Accuracy
 CR0035;SPC TXNC     - 2,114,120.    1,009,170.      MT  (+/- 180 meters Scaled)
 CR0035
 CR0035                          SUPERSEDED SURVEY CONTROL
 CR0035
 CR0035  NGVD 29 (??/??/92)   62.514  (m)          205.10   (f) ADJ UNCH    1 2
 CR0035
 CR0035.Superseded values are not recommended for survey control.
 CR0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0035.See file dsdata.txt to determine how the superseded data were derived.
 CR0035
 CR0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS931096(NAD 83)
 CR0035_MARKER: DB = BENCH MARK DISK
 CR0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0035_STAMPING: C 1022 1954
 CR0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0035+STABILITY: SURFACE MOTION
 CR0035
 CR0035  HISTORY     - Date     Condition        Report By
 CR0035  HISTORY     - 1954     MONUMENTED       CGS
 CR0035  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0035
 CR0035                          STATION DESCRIPTION
 CR0035
 CR0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0035'4.0 MI SE FROM KARNACK.
 CR0035'4.0 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0035'STATION AT KARNACK, 0.1 MILE NORTHWEST OF A ROAD CROSSING, 43 FEET
 CR0035'NORTHEAST OF THE NORTHEAST RAIL, 26 FEET WEST OF THE CENTER LINE OF A
 CR0035'PRIVATE ROAD, 1.8 FEET NORTHWEST OF A WITNESS POST, AT MILEPOST T -
 CR0035'33, 0.3 MILE NORTHWEST OF BENCH MARK W 1021, SET IN THE TOP OF A
 CR0035'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CR0035
 CR0035                          STATION RECOVERY (1998)
 CR0035
 CR0035'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1042 ***********************************************************************
 DM1042  DESIGNATION -  C 1025
 DM1042  PID         -  DM1042
 DM1042  STATE/COUNTY-  TX/HOPKINS
 DM1042  USGS QUAD   -  PURLEY (1964)
 DM1042
 DM1042                         *CURRENT SURVEY CONTROL
 DM1042  ___________________________________________________________________
 DM1042* NAD 83(1986)-  33 00 03.     (N)    095 20 10.     (W)     SCALED    
 DM1042* NAVD 88     -       156.602  (meters)     513.79   (feet)  ADJUSTED  
 DM1042  ___________________________________________________________________
 DM1042  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DM1042  DYNAMIC HT  -         156.427 (meters)     513.21  (feet)  COMP
 DM1042  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 DM1042
 DM1042  VERT ORDER  -  FIRST     CLASS II
 DM1042
 DM1042.The horizontal coordinates were scaled from a topographic map and have
 DM1042.an estimated accuracy of +/- 6 seconds.
 DM1042
 DM1042.The orthometric height was determined by differential leveling
 DM1042.and adjusted by the National Geodetic Survey in June 1991..
 DM1042
 DM1042.The geoid height was determined by GEOID03.
 DM1042
 DM1042.The dynamic height is computed by dividing the NAVD 88
 DM1042.geopotential number by the normal gravity value computed on the
 DM1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1042.degrees latitude (g = 980.6199 gals.).
 DM1042
 DM1042.The modeled gravity was interpolated from observed gravity values.
 DM1042
 DM1042;                    North         East    Units  Estimated Accuracy
 DM1042;SPC TXNC     - 2,152,400.      895,590.      MT  (+/- 180 meters Scaled)
 DM1042
 DM1042                          SUPERSEDED SURVEY CONTROL
 DM1042
 DM1042  NGVD 29 (??/??/92)  156.604  (m)          513.79   (f) ADJ UNCH    1 2
 DM1042
 DM1042.Superseded values are not recommended for survey control.
 DM1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1042.See file dsdata.txt to determine how the superseded data were derived.
 DM1042
 DM1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS817538(NAD 83)
 DM1042_MARKER: DB = BENCH MARK DISK
 DM1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM1042_STAMPING: C 1025 1954
 DM1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1042+STABILITY: SURFACE MOTION
 DM1042
 DM1042  HISTORY     - Date     Condition        Report By
 DM1042  HISTORY     - 1954     MONUMENTED       CGS
 DM1042  HISTORY     - 19950627 MARK NOT FOUND   USPSQD
 DM1042
 DM1042                          STATION DESCRIPTION
 DM1042
 DM1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM1042'4.3 MI NW FROM WINNSBORO.
 DM1042'4.3 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM1042'STATION AT WINNSBORO, 4 POLES SOUTHEAST OF A ROAD CROSSING, 45 FEET
 DM1042'NORTHEAST OF THE NORTHEAST RAIL, 15 FEET NORTHEAST OF THE 1ST POLE
 DM1042'SOUTHEAST OF MILEPOST T - 122, 2 FEET SOUTHWEST OF A FENCE, 3 FEET
 DM1042'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DM1042'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DM1042
 DM1042                          STATION RECOVERY (1995)
 DM1042
 DM1042'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0241 ***********************************************************************
 AX0241  DESIGNATION -  C 1027 RESET 1959
 AX0241  PID         -  AX0241
 AX0241  STATE/COUNTY-  TX/AUSTIN
 AX0241  USGS QUAD   -  SEALY (1981)
 AX0241
 AX0241                         *CURRENT SURVEY CONTROL
 AX0241  ___________________________________________________________________
 AX0241* NAD 83(1986)-  29 51 48.     (N)    096 09 28.     (W)     SCALED    
 AX0241* NAVD 88     -        44.89   (+/-2cm)     147.3    (feet)  VERTCON   
 AX0241  ___________________________________________________________________
 AX0241  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0241
 AX0241  VERT ORDER  -  THIRD (See Below)
 AX0241
 AX0241.The horizontal coordinates were scaled from a topographic map and have
 AX0241.an estimated accuracy of +/- 6 seconds.
 AX0241
 AX0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0241.The vertical order pertains to the NGVD 29 superseded value.
 AX0241
 AX0241.The geoid height was determined by GEOID03.
 AX0241
 AX0241;                    North         East    Units  Estimated Accuracy
 AX0241;SPC TXSC     - 4,228,320.      874,560.      MT  (+/- 180 meters Scaled)
 AX0241
 AX0241                          SUPERSEDED SURVEY CONTROL
 AX0241
 AX0241  NGVD 29 (??/??/??)   44.87   (m)          147.2    (f) RESET       3  
 AX0241
 AX0241.Superseded values are not recommended for survey control.
 AX0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0241.See file dsdata.txt to determine how the superseded data were derived.
 AX0241
 AX0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU745070(NAD 83)
 AX0241_MARKER: DB = BENCH MARK DISK
 AX0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0241_STAMPING: C 1027 RESET 1959
 AX0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0241+STABILITY: SURFACE MOTION
 AX0241
 AX0241  HISTORY     - Date     Condition        Report By
 AX0241  HISTORY     - 1959     MONUMENTED       TXHD
 AX0241  HISTORY     - 19991023 POOR             USPSQD
 AX0241
 AX0241                          STATION DESCRIPTION
 AX0241
 AX0241'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AX0241'3.4 MI E FROM PETERS.
 AX0241'THE MARK IS LOCATED 1.65 MILES SOUTHEAST ALONG THE GULF, COLORADO AND
 AX0241'SANTA FE RAILROAD FROM THE STATION SIGN AT PETERS, THENCE 1.8 MILES
 AX0241'NORTH ALONG TEXAS HIGHWAY DEPARTMENT FM 331, 94 FEET NORTH OF THE WEST
 AX0241'END OF A 36 INCH CONCRETE PIPE CULVERT, 49 FEET WEST OF THE CENTERLINE
 AX0241'OF FM 331, 0.4 FOOT SOUTH OF A BRIDGE OVER MILL CREEK, 1.0 FOOT EAST
 AX0241'OF A FENCE, 1.4 FOOT NORTH OF A WITNESS POST, AND SET IN THE TOP OF A
 AX0241'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AX0241
 AX0241                          STATION RECOVERY (1999)
 AX0241
 AX0241'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0241'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0225 ***********************************************************************
 AX0225  DESIGNATION -  C 1028
 AX0225  PID         -  AX0225
 AX0225  STATE/COUNTY-  TX/WALLER
 AX0225  USGS QUAD   -  SUNNY SIDE (1980)
 AX0225
 AX0225                         *CURRENT SURVEY CONTROL
 AX0225  ___________________________________________________________________
 AX0225* NAD 83(1986)-  29 59 46.     (N)    096 02 08.     (W)     SCALED    
 AX0225* NAVD 88     -        54.57   (+/-2cm)     179.0    (feet)  VERTCON   
 AX0225  ___________________________________________________________________
 AX0225  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0225
 AX0225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0225
 AX0225.The horizontal coordinates were scaled from a topographic map and have
 AX0225.an estimated accuracy of +/- 6 seconds.
 AX0225
 AX0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0225.The vertical order pertains to the NGVD 29 superseded value.
 AX0225
 AX0225.The geoid height was determined by GEOID03.
 AX0225
 AX0225;                    North         East    Units  Estimated Accuracy
 AX0225;SPC TXSC     - 4,243,320.      885,990.      MT  (+/- 180 meters Scaled)
 AX0225
 AX0225                          SUPERSEDED SURVEY CONTROL
 AX0225
 AX0225  NGVD 29 (??/??/92)   54.554  (m)          178.98   (f) ADJ UNCH    2 0
 AX0225
 AX0225.Superseded values are not recommended for survey control.
 AX0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0225.See file dsdata.txt to determine how the superseded data were derived.
 AX0225
 AX0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU859220(NAD 83)
 AX0225_MARKER: DB = BENCH MARK DISK
 AX0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0225_STAMPING: C 1028 1954
 AX0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0225+STABILITY: SURFACE MOTION
 AX0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0225+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AX0225
 AX0225  HISTORY     - Date     Condition        Report By
 AX0225  HISTORY     - 1954     MONUMENTED       CGS
 AX0225  HISTORY     - 20041016 GOOD             USPSQD
 AX0225
 AX0225                          STATION DESCRIPTION
 AX0225
 AX0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0225'8.35 MI S FROM HEMPSTEAD.
 AX0225'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 AX0225'HEMPSTEAD, THENCE 5.9 MILES SOUTH ALONG FARM ROAD 359, 0.2 MILE SOUTH
 AX0225'OF A FARMHOUSE, 50 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 1.6
 AX0225'FEET EAST OF A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 AX0225'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AX0225
 AX0225                          STATION RECOVERY (2004)
 AX0225
 AX0225'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0225'METAL WITNESS POST AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0148 ***********************************************************************
 BM0148  DESIGNATION -  C 1029
 BM0148  PID         -  BM0148
 BM0148  STATE/COUNTY-  TX/WALLER
 BM0148  USGS QUAD   -  HEMPSTEAD (1980)
 BM0148
 BM0148                         *CURRENT SURVEY CONTROL
 BM0148  ___________________________________________________________________
 BM0148* NAD 83(1986)-  30 05 28.     (N)    096 03 12.     (W)     SCALED    
 BM0148* NAVD 88     -        61.88   (+/-2cm)     203.0    (feet)  VERTCON   
 BM0148  ___________________________________________________________________
 BM0148  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BM0148
 BM0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0148
 BM0148.The horizontal coordinates were scaled from a topographic map and have
 BM0148.an estimated accuracy of +/- 6 seconds.
 BM0148
 BM0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0148.The vertical order pertains to the NGVD 29 superseded value.
 BM0148
 BM0148.The geoid height was determined by GEOID03.
 BM0148
 BM0148;                    North         East    Units  Estimated Accuracy
 BM0148;SPC TXSC     - 4,253,810.      884,010.      MT  (+/- 180 meters Scaled)
 BM0148
 BM0148                          SUPERSEDED SURVEY CONTROL
 BM0148
 BM0148  NGVD 29 (??/??/92)   61.86   (m)          203.0    (f) COMPUTED    2 0
 BM0148
 BM0148.Superseded values are not recommended for survey control.
 BM0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0148.See file dsdata.txt to determine how the superseded data were derived.
 BM0148
 BM0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU840325(NAD 83)
 BM0148_MARKER: DB = BENCH MARK DISK
 BM0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0148_STAMPING: C 1029 1954
 BM0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0148+STABILITY: SURFACE MOTION
 BM0148
 BM0148  HISTORY     - Date     Condition        Report By
 BM0148  HISTORY     - 1954     MONUMENTED       CGS
 BM0148  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0148  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0148
 BM0148                          STATION DESCRIPTION
 BM0148
 BM0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0148'1.45 MI E FROM HEMPSTEAD.
 BM0148'1.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BM0148'HEMPSTEAD, 52 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET
 BM0148'SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BM0148'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BM0148
 BM0148                          STATION RECOVERY (1991)
 BM0148
 BM0148'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0148'MARK NOT FOUND.
 BM0148
 BM0148                          STATION RECOVERY (1999)
 BM0148
 BM0148'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0415 ***********************************************************************
 BN0415  DESIGNATION -  C 103
 BN0415  PID         -  BN0415
 BN0415  STATE/COUNTY-  TX/KIMBLE
 BN0415  USGS QUAD   -  STARK CREEK (1987)
 BN0415
 BN0415                         *CURRENT SURVEY CONTROL
 BN0415  ___________________________________________________________________
 BN0415* NAD 83(1986)-  30 30 07.     (N)    099 58 07.     (W)     SCALED    
 BN0415* NAVD 88     -       580.484  (meters)    1904.47   (feet)  POSTED    
 BN0415  ___________________________________________________________________
 BN0415  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 BN0415  DYNAMIC HT  -         579.660 (meters)    1901.77  (feet)  COMP
 BN0415  MODELED GRAV-     979,209.1   (mgal)                       NAVD 88
 BN0415
 BN0415  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0415
 BN0415.The horizontal coordinates were scaled from a topographic map and have
 BN0415.an estimated accuracy of +/- 6 seconds.
 BN0415
 BN0415.The orthometric height was determined by differential leveling
 BN0415.and adjusted by the National Geodetic Survey in 1992..
 BN0415.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0415.rate of 1.1 thru 2.0 mm/km.
 BN0415
 BN0415.The geoid height was determined by GEOID03.
 BN0415
 BN0415.The dynamic height is computed by dividing the NAVD 88
 BN0415.geopotential number by the normal gravity value computed on the
 BN0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0415.degrees latitude (g = 980.6199 gals.).
 BN0415
 BN0415.The modeled gravity was interpolated from observed gravity values.
 BN0415
 BN0415;                    North         East    Units  Estimated Accuracy
 BN0415;SPC TX C     - 3,092,650.      735,010.      MT  (+/- 180 meters Scaled)
 BN0415
 BN0415                          SUPERSEDED SURVEY CONTROL
 BN0415
 BN0415  NGVD 29 (??/??/92)  580.430  (m)         1904.29   (f) ADJ UNCH    1 2
 BN0415
 BN0415.Superseded values are not recommended for survey control.
 BN0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0415.See file dsdata.txt to determine how the superseded data were derived.
 BN0415
 BN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU070748(NAD 83)
 BN0415_MARKER: DB = BENCH MARK DISK
 BN0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0415+STABILITY: SURFACE MOTION
 BN0415
 BN0415  HISTORY     - Date     Condition        Report By
 BN0415  HISTORY     - UNK      MONUMENTED       USGS
 BN0415  HISTORY     - 1932     GOOD             NGS
 BN0415  HISTORY     - 1958     MARK NOT FOUND   NGS
 BN0415
 BN0415                          STATION DESCRIPTION
 BN0415
 BN0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BN0415'13.8 MI W FROM JUNCTION.
 BN0415'40.5 FEET NORTH OF CENTERLINE OF HIGHWAY U.S. 290 AND ABOUT 900 FEET
 BN0415'EAST OF SMALL STORE, 2 FEET INSIDE FENCELINE.
 BN0415
 BN0415                          STATION RECOVERY (1958)
 BN0415
 BN0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BN0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0185 ***********************************************************************
 BM0185  DESIGNATION -  C 1030
 BM0185  PID         -  BM0185
 BM0185  STATE/COUNTY-  TX/AUSTIN
 BM0185  USGS QUAD   -  BUCKHORN (1989)
 BM0185
 BM0185                         *CURRENT SURVEY CONTROL
 BM0185  ___________________________________________________________________
 BM0185* NAD 83(1986)-  30 03 42.     (N)    096 13 54.     (W)     SCALED    
 BM0185* NAVD 88     -        75.32   (+/-2cm)     247.1    (feet)  VERTCON   
 BM0185  ___________________________________________________________________
 BM0185  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BM0185
 BM0185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0185
 BM0185.The horizontal coordinates were scaled from a topographic map and have
 BM0185.an estimated accuracy of +/- 6 seconds.
 BM0185
 BM0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0185.The vertical order pertains to the NGVD 29 superseded value.
 BM0185
 BM0185.The geoid height was determined by GEOID03.
 BM0185
 BM0185;                    North         East    Units  Estimated Accuracy
 BM0185;SPC TXSC     - 4,250,120.      866,900.      MT  (+/- 180 meters Scaled)
 BM0185
 BM0185                          SUPERSEDED SURVEY CONTROL
 BM0185
 BM0185  NGVD 29 (??/??/92)   75.296  (m)          247.03   (f) ADJ UNCH    2 0
 BM0185
 BM0185.Superseded values are not recommended for survey control.
 BM0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0185.See file dsdata.txt to determine how the superseded data were derived.
 BM0185
 BM0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU668288(NAD 83)
 BM0185_MARKER: DB = BENCH MARK DISK
 BM0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0185_STAMPING: C 1030 1954
 BM0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0185+STABILITY: SURFACE MOTION
 BM0185
 BM0185  HISTORY     - Date     Condition        Report By
 BM0185  HISTORY     - 1954     MONUMENTED       CGS
 BM0185  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0185
 BM0185                          STATION DESCRIPTION
 BM0185
 BM0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0185'6.8 MI NE FROM KENNEY.
 BM0185'0.6 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BM0185'THE STATION AT KENNEY, THENCE 4.9 MILES NORTHEAST ALONG A GRADED DIRT
 BM0185'ROAD, THENCE 1.3 MILES SOUTHEAST ALONG A GRAVELED ROAD, 19 FEET
 BM0185'NORTHEAST OF THE CENTER LINE OF A ROAD, 18 FEET NORTHWEST OF THE
 BM0185'CENTER OF A WIRE GATE, 2 FEET SOUTHWEST OF A FENCE, 2.6 FEET SOUTH OF
 BM0185'A WITNESS POST, 1.0 MILE NORTHWEST OF BENCH MARK B 1030, SET IN THE
 BM0185'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0185
 BM0185                          STATION RECOVERY (1999)
 BM0185
 BM0185'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1565 ***********************************************************************
 BL1565  DESIGNATION -  C 1031
 BL1565  PID         -  BL1565
 BL1565  STATE/COUNTY-  TX/HARRIS
 BL1565  USGS QUAD   -  WALLER (1980)
 BL1565
 BL1565                         *CURRENT SURVEY CONTROL
 BL1565  ___________________________________________________________________
 BL1565* NAD 83(1986)-  30 04 48.     (N)    095 55 18.     (W)     SCALED    
 BL1565* NAVD 88     -        83.67   (+/-2cm)     274.5    (feet)  VERTCON   
 BL1565  ___________________________________________________________________
 BL1565  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL1565
 BL1565  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1565
 BL1565.The horizontal coordinates were scaled from a topographic map and have
 BL1565.an estimated accuracy of +/- 6 seconds.
 BL1565
 BL1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1565.The vertical order pertains to the NGVD 29 superseded value.
 BL1565
 BL1565.The geoid height was determined by GEOID03.
 BL1565
 BL1565;                    North         East    Units  Estimated Accuracy
 BL1565;SPC TXSC     - 4,252,900.      896,730.      MT  (+/- 180 meters Scaled)
 BL1565
 BL1565                          SUPERSEDED SURVEY CONTROL
 BL1565
 BL1565  NGVD 29 (04/06/79)   83.654  (m)          274.45   (f) ADJUSTED    1 2
 BL1565
 BL1565.Superseded values are not recommended for survey control.
 BL1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1565.See file dsdata.txt to determine how the superseded data were derived.
 BL1565
 BL1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP183312(NAD 83)
 BL1565_MARKER: DB = BENCH MARK DISK
 BL1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1565_STAMPING: C 1031 1954
 BL1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1565+STABILITY: SURFACE MOTION
 BL1565
 BL1565  HISTORY     - Date     Condition        Report By
 BL1565  HISTORY     - 1954     MONUMENTED       CGS
 BL1565  HISTORY     - 1978     GOOD             NGS
 BL1565  HISTORY     - 1987     GOOD             USPSQD
 BL1565  HISTORY     - 19931106 GOOD             USPSQD
 BL1565  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1565  HISTORY     - 20050912 MARK NOT FOUND   GEOCAC
 BL1565
 BL1565                          STATION DESCRIPTION
 BL1565
 BL1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1565'1.9 MI N FROM WALLER.
 BL1565'0.35 MILE EAST ALONG AN OILED STREET FROM THE TEXAS AND NEW ORLEANS
 BL1565'RAILROAD STATION AT WALLER, THENCE 1.55 MILES NORTH ALONG THE FIELDS
 BL1565'STORE ROAD, 50 FEET SOUTH OF THE CENTER LINE OF THE WALLER AND SPRING
 BL1565'ROAD, 29 FEET EAST OF THE CENTER LINE OF THE FIELDS STORE ROAD, 1 FOOT
 BL1565'WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BL1565'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1565
 BL1565                          STATION RECOVERY (1978)
 BL1565
 BL1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1565'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 BL1565'ALLIANCE STREET IN WALLER, THENCE 0.05 MILE NORTH ALONG A PAVED ROAD,
 BL1565'THENCE 0.05 MILE EAST ALONG MILLS ROAD, AND THENCE 1.6 MILES NORTH
 BL1565'ALONG FIELDS STORE ROAD.  SET ON THE SOUTHEAST CORNER OF THE
 BL1565'INTERSECTION OF FIELDS STORE ROAD AND SPRING ROAD, 50 FEET SOUTH OF
 BL1565'THE CENTERLINE OF SPRING ROAD, 29 FEET EAST OF THE CENTERLINE OF
 BL1565'FIELDS STORE ROAD, AND 1 FOOT WEST OF A FENCE.
 BL1565
 BL1565                          STATION RECOVERY (1987)
 BL1565
 BL1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1565'RECOVERED IN GOOD CONDITION.
 BL1565
 BL1565                          STATION RECOVERY (1993)
 BL1565
 BL1565'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1565'RECOVERED IN GOOD CONDITION.
 BL1565
 BL1565                          STATION RECOVERY (2005)
 BL1565
 BL1565'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWB)
 BL1565'MARK NOT FOUND.
 BL1565
 BL1565                          STATION RECOVERY (2005)
 BL1565
 BL1565'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1565'RECOVERED ROUND CONCRETE MONUMENT OF 1954 TYPE. TOP OF MONUMENT BROKEN
 BL1565'OFF AND DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1547 ***********************************************************************
 BL1547  DESIGNATION -  C 1032
 BL1547  PID         -  BL1547
 BL1547  STATE/COUNTY-  TX/WALLER
 BL1547  USGS QUAD   -  HOCKLEY (1980)
 BL1547
 BL1547                         *CURRENT SURVEY CONTROL
 BL1547  ___________________________________________________________________
 BL1547* NAD 83(1986)-  30 07 27.     (N)    095 50 37.     (W)     SCALED    
 BL1547* NAVD 88     -        79.32   (+/-2cm)     260.2    (feet)  VERTCON   
 BL1547  ___________________________________________________________________
 BL1547  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL1547
 BL1547  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1547
 BL1547.The horizontal coordinates were scaled from a topographic map and have
 BL1547.an estimated accuracy of +/- 6 seconds.
 BL1547
 BL1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1547.The vertical order pertains to the NGVD 29 superseded value.
 BL1547
 BL1547.The geoid height was determined by GEOID03.
 BL1547
 BL1547;                    North         East    Units  Estimated Accuracy
 BL1547;SPC TXSC     - 4,258,000.      904,120.      MT  (+/- 180 meters Scaled)
 BL1547
 BL1547                          SUPERSEDED SURVEY CONTROL
 BL1547
 BL1547  NGVD 29 (04/06/79)   79.307  (m)          260.19   (f) ADJUSTED    1 2
 BL1547
 BL1547.Superseded values are not recommended for survey control.
 BL1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1547.See file dsdata.txt to determine how the superseded data were derived.
 BL1547
 BL1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP260359(NAD 83)
 BL1547_MARKER: DB = BENCH MARK DISK
 BL1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1547_STAMPING: C 1032 1954
 BL1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1547+STABILITY: SURFACE MOTION
 BL1547
 BL1547  HISTORY     - Date     Condition        Report By
 BL1547  HISTORY     - 1954     MONUMENTED       CGS
 BL1547  HISTORY     - 1978     GOOD             NGS
 BL1547  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1547  HISTORY     - 20050825 GOOD             GEOCAC
 BL1547
 BL1547                          STATION DESCRIPTION
 BL1547
 BL1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1547'13.5 MI NE FROM WALLER.
 BL1547'0.35 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1547'RAILROAD STATION AT WALLER, THENCE 4.8 MILES NORTH ALONG THE FIELDS
 BL1547'STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER ROAD, THENCE 2.0 MILES
 BL1547'NORTH ALONG THE FIELDS STORE ROAD, THENCE 1.1 MILES EAST ALONG A DIRT
 BL1547'ROAD, THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.2 MILE EAST
 BL1547'ALONG A DIRT ROAD, THENCE 0.45 MILE SOUTH ALONG A DIRT ROAD, THENCE
 BL1547'0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT
 BL1547'ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 1.45 MILES
 BL1547'SOUTHEAST ALONG A DIRT ROAD, THENCE 1.3 MILES EAST ALONG A DIRT ROAD,
 BL1547'THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, 23 FEET EAST OF THE CENTER
 BL1547'LINE OF A ROAD, 84 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 BL1547'DRIVEWAY, 7 FEET NORTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, 2.6
 BL1547'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1547'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BL1547
 BL1547                          STATION RECOVERY (1978)
 BL1547
 BL1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1547'0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF
 BL1547'ALLIANCE STREET AND U.S. HIGHWAY 290 IN WALLER, THENCE 0.05 MILE
 BL1547'NORTH ALONG A PAVED ROAD, THENCE 0.05 MILE EAST ALONG MILLS ROAD,
 BL1547'THENCE 5.15 MILES NORTH ALONG FIELDS STORE ROAD, THENCE 0.4 MILE
 BL1547'EAST ALONG MAYER ROAD, THENCE 2.0 MILES NORTH ALONG FIELDS STORE
 BL1547'ROAD, THENCE 1.1 MILES EAST ALONG JOSEPH ROAD, THENCE 1.65 MILES
 BL1547'SOUTHEAST ALONG HEGAR ROAD, THENCE 0.15 MILE SOUTH ALONG KICKAPOO
 BL1547'ROAD, AND THENCE 2.9 MILES SOUTHEAST ALONG HEGAR ROAD.  AT A SMALL
 BL1547'GRAY ONE STORE FARM HOUSE, 84 FEET NORTH OF THE CENTERLINE OF THE
 BL1547'DRIVEWAY, 36 FEET EAST OF THE CENTERLINE OF HEGAR ROAD, AND 7 FEET
 BL1547'NORTH OF A POWER POLE.
 BL1547
 BL1547                          STATION RECOVERY (1987)
 BL1547
 BL1547'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1547'MARK NOT FOUND.
 BL1547
 BL1547                          STATION RECOVERY (2005)
 BL1547
 BL1547'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1547'ADD 34 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 16.5 FEET SOUTH OF
 BL1547'PHONE BOX 505. LAT/LON BY HANDHELD GPS(NAD83) N30 07 26.3 W095 50 36.5
 BL1547' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1505 ***********************************************************************
 BL1505  DESIGNATION -  C 1033
 BL1505  PID         -  BL1505
 BL1505  STATE/COUNTY-  TX/WALLER
 BL1505  USGS QUAD   -  WALLER NW (1980)
 BL1505
 BL1505                         *CURRENT SURVEY CONTROL
 BL1505  ___________________________________________________________________
 BL1505* NAD 83(1986)-  30 11 48.     (N)    095 56 02.     (W)     SCALED    
 BL1505* NAVD 88     -        83.92   (+/-2cm)     275.3    (feet)  VERTCON   
 BL1505  ___________________________________________________________________
 BL1505  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL1505
 BL1505  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1505
 BL1505.The horizontal coordinates were scaled from a topographic map and have
 BL1505.an estimated accuracy of +/- 6 seconds.
 BL1505
 BL1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1505.The vertical order pertains to the NGVD 29 superseded value.
 BL1505
 BL1505.The geoid height was determined by GEOID03.
 BL1505
 BL1505;                    North         East    Units  Estimated Accuracy
 BL1505;SPC TXSC     - 4,265,800.      895,210.      MT  (+/- 180 meters Scaled)
 BL1505
 BL1505                          SUPERSEDED SURVEY CONTROL
 BL1505
 BL1505  NGVD 29 (??/??/92)   83.907  (m)          275.28   (f) ADJ UNCH    2 0
 BL1505
 BL1505.Superseded values are not recommended for survey control.
 BL1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1505.See file dsdata.txt to determine how the superseded data were derived.
 BL1505
 BL1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP175442(NAD 83)
 BL1505_MARKER: DB = BENCH MARK DISK
 BL1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1505_STAMPING: C 1033 1954
 BL1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1505+STABILITY: SURFACE MOTION
 BL1505
 BL1505  HISTORY     - Date     Condition        Report By
 BL1505  HISTORY     - 1954     MONUMENTED       CGS
 BL1505  HISTORY     - 19990718 MARK NOT FOUND   USPSQD
 BL1505
 BL1505                          STATION DESCRIPTION
 BL1505
 BL1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1505'18.95 MI S FROM NAVASOTA.
 BL1505'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1505'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1505'GRAVELED ROAD, THENCE 2.9 MILES SOUTH ALONG FARM ROAD 245, THENCE 2.05
 BL1505'MILES SOUTH ALONG A DIRT ROAD, THENCE 3.2 MILES SOUTH ALONG AN OILED
 BL1505'ROAD, 39 FEET WEST OF THE CENTER LINE OF AN OILED ROAD, 105 FEET SOUTH
 BL1505'OF THE CENTER LINE OF A GRAVELED ROAD LEADING WEST, 1.4 FEET EAST OF A
 BL1505'FENCE, 2.4 FEET NORTH OF A WITNESS POST, 175 FEET NORTH OF THE CENTER
 BL1505'LINE OF A DIRT ROAD LEADING EAST, SET IN THE TOP OF A CONCRETE POST
 BL1505'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1505
 BL1505                          STATION RECOVERY (1999)
 BL1505
 BL1505'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0633 ***********************************************************************
 BM0633  DESIGNATION -  C 1034
 BM0633  PID         -  BM0633
 BM0633  STATE/COUNTY-  TX/WILLIAMSON
 BM0633  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0633
 BM0633                         *CURRENT SURVEY CONTROL
 BM0633  ___________________________________________________________________
 BM0633* NAD 83(1986)-  30 29 52.     (N)    097 41 06.     (W)     SCALED    
 BM0633* NAVD 88     -       229.831  (meters)     754.04   (feet)  ADJUSTED  
 BM0633  ___________________________________________________________________
 BM0633  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BM0633  DYNAMIC HT  -         229.519 (meters)     753.01  (feet)  COMP
 BM0633  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 BM0633
 BM0633  VERT ORDER  -  SECOND    CLASS 0
 BM0633
 BM0633.The horizontal coordinates were scaled from a topographic map and have
 BM0633.an estimated accuracy of +/- 6 seconds.
 BM0633
 BM0633.The orthometric height was determined by differential leveling
 BM0633.and adjusted by the National Geodetic Survey in June 1991..
 BM0633
 BM0633.The geoid height was determined by GEOID03.
 BM0633
 BM0633.The dynamic height is computed by dividing the NAVD 88
 BM0633.geopotential number by the normal gravity value computed on the
 BM0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0633.degrees latitude (g = 980.6199 gals.).
 BM0633
 BM0633.The modeled gravity was interpolated from observed gravity values.
 BM0633
 BM0633;                    North         East    Units  Estimated Accuracy
 BM0633;SPC TX C     - 3,095,160.      954,200.      MT  (+/- 180 meters Scaled)
 BM0633
 BM0633                          SUPERSEDED SURVEY CONTROL
 BM0633
 BM0633  NGVD 29 (??/??/92)  229.758  (m)          753.80   (f) ADJ UNCH    2 0
 BM0633
 BM0633.Superseded values are not recommended for survey control.
 BM0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0633.See file dsdata.txt to determine how the superseded data were derived.
 BM0633
 BM0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU261746(NAD 83)
 BM0633_MARKER: DB = BENCH MARK DISK
 BM0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0633_STAMPING: C 1034 1954
 BM0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0633+STABILITY: SURFACE MOTION
 BM0633
 BM0633  HISTORY     - Date     Condition        Report By
 BM0633  HISTORY     - 1954     MONUMENTED       CGS
 BM0633  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0633  HISTORY     - 19860425 MARK NOT FOUND   USGS
 BM0633  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 BM0633
 BM0633                          STATION DESCRIPTION
 BM0633
 BM0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0633'0.85 MI SW FROM ROUND ROCK.
 BM0633'0.85 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BM0633'RAILROAD FROM THE STATION AT ROUND ROCK, 1 1/2 POLES NORTH OF MILEPOST
 BM0633'162-10, 45.4 FEET WEST OF THE WEST RAIL, 29 FEET EAST OF THE CENTER
 BM0633'LINE OF AN OILED ROAD, 36 FEET NORTH OF THE CENTER OF A STEEL GATE, 2
 BM0633'FEET EAST OF A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 BM0633'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0633
 BM0633                          STATION RECOVERY (1980)
 BM0633
 BM0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0633'SEARCHED FOR, NOT RECOVERED.
 BM0633
 BM0633                          STATION RECOVERY (1986)
 BM0633
 BM0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0633'MARK NOT FOUND.
 BM0633
 BM0633                          STATION RECOVERY (2004)
 BM0633
 BM0633'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 BM0633'NEW FOUR LANE ROAD AT THIS LOCATION.  NO FENCE, GATE OR WITNESS POST
 BM0633'PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0721 ***********************************************************************
 BM0721  DESIGNATION -  C 1035
 BM0721  PID         -  BM0721
 BM0721  STATE/COUNTY-  TX/WILLIAMSON
 BM0721  USGS QUAD   -  GEORGETOWN (1982)
 BM0721
 BM0721                         *CURRENT SURVEY CONTROL
 BM0721  ___________________________________________________________________
 BM0721* NAD 83(1986)-  30 40 25.     (N)    097 40 15.     (W)     SCALED    
 BM0721* NAVD 88     -       220.62   (+/-2cm)     723.8    (feet)  VERTCON   
 BM0721  ___________________________________________________________________
 BM0721  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0721
 BM0721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0721
 BM0721.The horizontal coordinates were scaled from a topographic map and have
 BM0721.an estimated accuracy of +/- 6 seconds.
 BM0721
 BM0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0721.The vertical order pertains to the NGVD 29 superseded value.
 BM0721
 BM0721.The geoid height was determined by GEOID03.
 BM0721
 BM0721;                    North         East    Units  Estimated Accuracy
 BM0721;SPC TX C     - 3,114,680.      955,090.      MT  (+/- 180 meters Scaled)
 BM0721
 BM0721                          SUPERSEDED SURVEY CONTROL
 BM0721
 BM0721  NGVD 29 (??/??/92)  220.529  (m)          723.52   (f) ADJ UNCH    2 0
 BM0721
 BM0721.Superseded values are not recommended for survey control.
 BM0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0721.See file dsdata.txt to determine how the superseded data were derived.
 BM0721
 BM0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU273941(NAD 83)
 BM0721_MARKER: DB = BENCH MARK DISK
 BM0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0721_STAMPING: C 1035 1954
 BM0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0721+STABILITY: SURFACE MOTION
 BM0721
 BM0721  HISTORY     - Date     Condition        Report By
 BM0721  HISTORY     - 1954     MONUMENTED       CGS
 BM0721
 BM0721                          STATION DESCRIPTION
 BM0721
 BM0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0721'2.8 MI NW FROM GEORGETOWN.
 BM0721'0.2 MILE EAST ALONG A PAVED STREET FROM THE INTERNATIONAL AND GREAT
 BM0721'NORTHERN RAILROAD STATION AT GEORGETOWN, THENCE 1.6 MILES NORTH ALONG
 BM0721'U.S. HIGHWAY 81, THENCE 0.45 MILE NORTHWEST ALONG AN OILED ROAD,
 BM0721'THENCE 0.55 MILE NORTHWEST ALONG A GRAVELED ROAD, 19 FEET WEST OF THE
 BM0721'CENTER LINE OF A ROAD, 0.2 MILE NORTH OF A POWER LINE CROSSING, 1.6
 BM0721'FEET EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 BM0721'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0215 ***********************************************************************
 DN0215  DESIGNATION -  C 1036
 DN0215  PID         -  DN0215
 DN0215  STATE/COUNTY-  TX/HUNT
 DN0215  USGS QUAD   -  GREENVILLE NW (1962)
 DN0215
 DN0215                         *CURRENT SURVEY CONTROL
 DN0215  ___________________________________________________________________
 DN0215* NAD 83(1986)-  33 08 33.     (N)    096 11 07.     (W)     SCALED    
 DN0215* NAVD 88     -       169.787  (meters)     557.04   (feet)  ADJUSTED  
 DN0215  ___________________________________________________________________
 DN0215  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 DN0215  DYNAMIC HT  -         169.602 (meters)     556.44  (feet)  COMP
 DN0215  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 DN0215
 DN0215  VERT ORDER  -  SECOND    CLASS 0
 DN0215
 DN0215.The horizontal coordinates were scaled from a topographic map and have
 DN0215.an estimated accuracy of +/- 6 seconds.
 DN0215
 DN0215.The orthometric height was determined by differential leveling
 DN0215.and adjusted by the National Geodetic Survey in June 1991..
 DN0215
 DN0215.The geoid height was determined by GEOID03.
 DN0215
 DN0215.The dynamic height is computed by dividing the NAVD 88
 DN0215.geopotential number by the normal gravity value computed on the
 DN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0215.degrees latitude (g = 980.6199 gals.).
 DN0215
 DN0215.The modeled gravity was interpolated from observed gravity values.
 DN0215
 DN0215;                    North         East    Units  Estimated Accuracy
 DN0215;SPC TXNC     - 2,166,030.      815,930.      MT  (+/- 180 meters Scaled)
 DN0215
 DN0215                          SUPERSEDED SURVEY CONTROL
 DN0215
 DN0215  NGVD 29 (??/??/92)  169.761  (m)          556.96   (f) ADJ UNCH    2 0
 DN0215
 DN0215.Superseded values are not recommended for survey control.
 DN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0215.See file dsdata.txt to determine how the superseded data were derived.
 DN0215
 DN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB625706(NAD 83)
 DN0215_MARKER: DB = BENCH MARK DISK
 DN0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0215_STAMPING: C 1036 1954
 DN0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0215+STABILITY: SURFACE MOTION
 DN0215
 DN0215  HISTORY     - Date     Condition        Report By
 DN0215  HISTORY     - 1954     MONUMENTED       CGS
 DN0215  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0215
 DN0215                          STATION DESCRIPTION
 DN0215
 DN0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0215'4.4 MI W FROM GREENVILLE.
 DN0215'4.4 MILES WEST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0215'THE STATION AT GREENVILLE, 2 1/2 POLES EAST OF MILEPOST 175, 50.3 FEET
 DN0215'SOUTH OF THE SOUTH RAIL, 18 FEET NORTH OF THE CENTER LINE OF A DIRT
 DN0215'ROAD, 4 FEET WEST OF A TELEPHONE POLE, 3 FEET EAST OF A WITNESS POST,
 DN0215'4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 DN0215'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, 1.0 MILE EAST OF BENCH MARK
 DN0215'E 265.
 DN0215
 DN0215                          STATION RECOVERY (1994)
 DN0215
 DN0215'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1745 ***********************************************************************
 BK1745  DESIGNATION -  C 1037
 BK1745  PID         -  BK1745
 BK1745  STATE/COUNTY-  TX/ORANGE
 BK1745  USGS QUAD   -  ORANGE (1996)
 BK1745
 BK1745                         *CURRENT SURVEY CONTROL
 BK1745  ___________________________________________________________________
 BK1745* NAD 83(1986)-  30 07 04.     (N)    093 44 44.     (W)     SCALED    
 BK1745* NAVD 88     -         3.09   (+/-2cm)      10.1    (feet)  VERTCON   
 BK1745  ___________________________________________________________________
 BK1745  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK1745
 BK1745  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1745
 BK1745.The horizontal coordinates were scaled from a topographic map and have
 BK1745.an estimated accuracy of +/- 6 seconds.
 BK1745
 BK1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1745.The vertical order pertains to the NGVD 29 superseded value.
 BK1745
 BK1745.The geoid height was determined by GEOID03.
 BK1745
 BK1745;                    North         East    Units  Estimated Accuracy
 BK1745;SPC TX C     - 3,068,800.    1,334,510.      MT  (+/- 180 meters Scaled)
 BK1745
 BK1745                          SUPERSEDED SURVEY CONTROL
 BK1745
 BK1745  NGVD 29 (??/??/??)    3.037  (m)            9.96   (f) ADJUSTED    1 2
 BK1745
 BK1745.Superseded values are not recommended for survey control.
 BK1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1745.See file dsdata.txt to determine how the superseded data were derived.
 BK1745
 BK1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP281320(NAD 83)
 BK1745_MARKER: DB = BENCH MARK DISK
 BK1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1745_STAMPING: C 1037 1955
 BK1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1745+STABILITY: SURFACE MOTION
 BK1745
 BK1745  HISTORY     - Date     Condition        Report By
 BK1745  HISTORY     - 1955     MONUMENTED       CGS
 BK1745  HISTORY     - 1972     MARK NOT FOUND   NGS
 BK1745  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1745  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1745
 BK1745                          STATION DESCRIPTION
 BK1745
 BK1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1745'1.75 MI N FROM ORANGE.
 BK1745'1.75 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BK1745'STATION AT ORANGE, AT THE CROSSING OF BARKINS STREET, 2 1/4 POLES N OF
 BK1745'MILEPOST 255, 83 FEET N OF THE CENTER LINE OF BARKINS STREET, 44 FEET
 BK1745'W OF THE W RAIL, 53 FEET S OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 BK1745'POLES, 9 FEET EAST OF A FENCE, 1.5 FT S OF A WITNESS POST, 5 FEET
 BK1745'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 BK1745'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BK1745
 BK1745                          STATION RECOVERY (1988)
 BK1745
 BK1745'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1745'MARK NOT FOUND.
 BK1745
 BK1745                          STATION RECOVERY (1996)
 BK1745
 BK1745'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0228 ***********************************************************************
 EO0228  DESIGNATION -  C 1038
 EO0228  PID         -  EO0228
 EO0228  STATE/COUNTY-  TX/PARMER
 EO0228  USGS QUAD   -  PARMERTON (1965)
 EO0228
 EO0228                         *CURRENT SURVEY CONTROL
 EO0228  ___________________________________________________________________
 EO0228* NAD 83(1986)-  34 31 28.     (N)    102 48 22.     (W)     SCALED    
 EO0228* NAVD 88     -      1240.108  (meters)    4068.59   (feet)  ADJUSTED  
 EO0228  ___________________________________________________________________
 EO0228  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 EO0228  DYNAMIC HT  -        1238.497 (meters)    4063.30  (feet)  COMP
 EO0228  MODELED GRAV-     979,293.5   (mgal)                       NAVD 88
 EO0228
 EO0228  VERT ORDER  -  FIRST     CLASS II
 EO0228
 EO0228.The horizontal coordinates were scaled from a topographic map and have
 EO0228.an estimated accuracy of +/- 6 seconds.
 EO0228
 EO0228.The orthometric height was determined by differential leveling
 EO0228.and adjusted by the National Geodetic Survey in June 1991..
 EO0228
 EO0228.The geoid height was determined by GEOID03.
 EO0228
 EO0228.The dynamic height is computed by dividing the NAVD 88
 EO0228.geopotential number by the normal gravity value computed on the
 EO0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0228.degrees latitude (g = 980.6199 gals.).
 EO0228
 EO0228.The modeled gravity was interpolated from observed gravity values.
 EO0228
 EO0228;                    North         East    Units  Estimated Accuracy
 EO0228;SPC TX N     - 1,058,970.       80,080.      MT  (+/- 180 meters Scaled)
 EO0228
 EO0228                          SUPERSEDED SURVEY CONTROL
 EO0228
 EO0228  NGVD 29 (??/??/92) 1239.559  (m)         4066.79   (f) ADJ UNCH    1 2
 EO0228
 EO0228.Superseded values are not recommended for survey control.
 EO0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0228.See file dsdata.txt to determine how the superseded data were derived.
 EO0228
 EO0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU013224(NAD 83)
 EO0228_MARKER: DB = BENCH MARK DISK
 EO0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0228_SP_SET: CULVERT
 EO0228_STAMPING: C 1038 1958
 EO0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0228
 EO0228  HISTORY     - Date     Condition        Report By
 EO0228  HISTORY     - 1958     MONUMENTED       CGS
 EO0228
 EO0228                          STATION DESCRIPTION
 EO0228
 EO0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0228'5.3 MI E FROM BOVINA.
 EO0228'ABOUT 0.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0228'FROM THE STATION AT BOVINA, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG
 EO0228'FARM ROAD 1731, THENCE ABOUT 4.45 MILES EAST ALONG STATE HIGHWAY 86 IN
 EO0228'THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT,
 EO0228'22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 EO0228'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0186 ***********************************************************************
 EO0186  DESIGNATION -  C 1039
 EO0186  PID         -  EO0186
 EO0186  STATE/COUNTY-  TX/PARMER
 EO0186  USGS QUAD   -  SUMMERFIELD (1966)
 EO0186
 EO0186                         *CURRENT SURVEY CONTROL
 EO0186  ___________________________________________________________________
 EO0186* NAD 83(1986)-  34 41 56.     (N)    102 36 11.     (W)     SCALED    
 EO0186* NAVD 88     -      1215.495  (meters)    3987.84   (feet)  ADJUSTED  
 EO0186  ___________________________________________________________________
 EO0186  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 EO0186  DYNAMIC HT  -        1213.939 (meters)    3982.73  (feet)  COMP
 EO0186  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 EO0186
 EO0186  VERT ORDER  -  FIRST     CLASS II
 EO0186
 EO0186.The horizontal coordinates were scaled from a topographic map and have
 EO0186.an estimated accuracy of +/- 6 seconds.
 EO0186
 EO0186.The orthometric height was determined by differential leveling
 EO0186.and adjusted by the National Geodetic Survey in June 1991..
 EO0186
 EO0186.The geoid height was determined by GEOID03.
 EO0186
 EO0186.The dynamic height is computed by dividing the NAVD 88
 EO0186.geopotential number by the normal gravity value computed on the
 EO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0186.degrees latitude (g = 980.6199 gals.).
 EO0186
 EO0186.The modeled gravity was interpolated from observed gravity values.
 EO0186
 EO0186;                    North         East    Units  Estimated Accuracy
 EO0186;SPC TX N     - 1,078,100.       98,940.      MT  (+/- 180 meters Scaled)
 EO0186
 EO0186                          SUPERSEDED SURVEY CONTROL
 EO0186
 EO0186  NGVD 29 (??/??/92) 1214.942  (m)         3986.02   (f) ADJ UNCH    1 2
 EO0186
 EO0186.Superseded values are not recommended for survey control.
 EO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0186.See file dsdata.txt to determine how the superseded data were derived.
 EO0186
 EO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU195422(NAD 83)
 EO0186_MARKER: DB = BENCH MARK DISK
 EO0186_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EO0186+WITH SETTING: PAVEMENT
 EO0186_STAMPING: C 1039 1958
 EO0186_MARK LOGO: CGS   
 EO0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0186+STABILITY: SURFACE MOTION
 EO0186
 EO0186  HISTORY     - Date     Condition        Report By
 EO0186  HISTORY     - 1958     MONUMENTED       CGS
 EO0186  HISTORY     - 1984     GOOD             NGS
 EO0186
 EO0186                          STATION DESCRIPTION
 EO0186
 EO0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0186'1.2 MI NE FROM BLACK.
 EO0186'ABOUT 0.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0186'FROM THE STATION AT BLACK, THENCE ABOUT 0.9 MILE NORTH ALONG A GRADED
 EO0186'DIRT ROAD, 57 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF
 EO0186'THE NORTH EDGE OF THE CONCRETE BASE OF AN IRRIGATION WELL PROJECTING 1
 EO0186'FOOT, AND ABOUT LEVEL WITH THE ROAD.
 EO0186
 EO0186                          STATION RECOVERY (1984)
 EO0186
 EO0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0186'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.1 KM
 EO0186'(7.5 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0186'RAILROAD FROM THE STATION IN FRIONA, THENCE 1.4 KM (0.85 MI) NORTH
 EO0186'ALONG A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0117 ***********************************************************************
 BO0117  DESIGNATION -  C 104
 BO0117  PID         -  BO0117
 BO0117  STATE/COUNTY-  TX/SUTTON
 BO0117  USGS QUAD   -  SONORA (1982)
 BO0117
 BO0117                         *CURRENT SURVEY CONTROL
 BO0117  ___________________________________________________________________
 BO0117* NAD 83(1986)-  30 35 16.     (N)    100 40 01.     (W)     SCALED    
 BO0117* NAVD 88     -       670.677  (meters)    2200.38   (feet)  ADJUSTED  
 BO0117  ___________________________________________________________________
 BO0117  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BO0117  DYNAMIC HT  -         669.693 (meters)    2197.15  (feet)  COMP
 BO0117  MODELED GRAV-     979,152.5   (mgal)                       NAVD 88
 BO0117
 BO0117  VERT ORDER  -  FIRST     CLASS II
 BO0117
 BO0117.The horizontal coordinates were scaled from a topographic map and have
 BO0117.an estimated accuracy of +/- 6 seconds.
 BO0117
 BO0117.The orthometric height was determined by differential leveling
 BO0117.and adjusted by the National Geodetic Survey in June 1991..
 BO0117
 BO0117.The geoid height was determined by GEOID03.
 BO0117
 BO0117.The dynamic height is computed by dividing the NAVD 88
 BO0117.geopotential number by the normal gravity value computed on the
 BO0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0117.degrees latitude (g = 980.6199 gals.).
 BO0117
 BO0117.The modeled gravity was interpolated from observed gravity values.
 BO0117
 BO0117;                    North         East    Units  Estimated Accuracy
 BO0117;SPC TX C     - 3,102,160.      668,010.      MT  (+/- 180 meters Scaled)
 BO0117
 BO0117                          SUPERSEDED SURVEY CONTROL
 BO0117
 BO0117  NGVD 29 (??/??/92)  670.48   (m)         2199.7    (f) COMPUTED    1 2
 BO0117
 BO0117.Superseded values are not recommended for survey control.
 BO0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0117.See file dsdata.txt to determine how the superseded data were derived.
 BO0117
 BO0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU401851(NAD 83)
 BO0117_MARKER: DB = BENCH MARK DISK
 BO0117_SETTING: 66 = SET IN ROCK OUTCROP
 BO0117_SP_SET: BEDROCK
 BO0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0117+STABILITY: POSITION/ELEVATION WELL
 BO0117
 BO0117  HISTORY     - Date     Condition        Report By
 BO0117  HISTORY     - UNK      MONUMENTED       CGS
 BO0117  HISTORY     - 1933     GOOD             NGS
 BO0117  HISTORY     - 1958     MARK NOT FOUND   NGS
 BO0117
 BO0117                          STATION DESCRIPTION
 BO0117
 BO0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BO0117'2.0 MI W FROM SONORA.
 BO0117'2.0 MILES WEST OF, 0.1 MILE WEST OF CONCRETE CULVERT IN NEW HIGHWAY,
 BO0117'137 FEET SOUTH OF CENTERLINE OF HIGHWAY U.S. 290, 7 FEET SOUTH OF
 BO0117'SOUTH FENCE LINE.
 BO0117
 BO0117                          STATION RECOVERY (1958)
 BO0117
 BO0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BO0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0034 ***********************************************************************
 EO0034  DESIGNATION -  C 1040
 EO0034  PID         -  EO0034
 EO0034  STATE/COUNTY-  TX/DEAF SMITH
 EO0034  USGS QUAD   -  HEREFORD SE (1971)
 EO0034
 EO0034                         *CURRENT SURVEY CONTROL
 EO0034  ___________________________________________________________________
 EO0034* NAD 83(1986)-  34 51 46.     (N)    102 17 52.     (W)     SCALED    
 EO0034* NAVD 88     -      1148.859  (meters)    3769.21   (feet)  ADJUSTED  
 EO0034  ___________________________________________________________________
 EO0034  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 EO0034  DYNAMIC HT  -        1147.417 (meters)    3764.48  (feet)  COMP
 EO0034  MODELED GRAV-     979,340.1   (mgal)                       NAVD 88
 EO0034
 EO0034  VERT ORDER  -  FIRST     CLASS II
 EO0034
 EO0034.The horizontal coordinates were scaled from a topographic map and have
 EO0034.an estimated accuracy of +/- 6 seconds.
 EO0034
 EO0034.The orthometric height was determined by differential leveling
 EO0034.and adjusted by the National Geodetic Survey in June 1991..
 EO0034
 EO0034.The geoid height was determined by GEOID03.
 EO0034
 EO0034.The dynamic height is computed by dividing the NAVD 88
 EO0034.geopotential number by the normal gravity value computed on the
 EO0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0034.degrees latitude (g = 980.6199 gals.).
 EO0034
 EO0034.The modeled gravity was interpolated from observed gravity values.
 EO0034
 EO0034;                    North         East    Units  Estimated Accuracy
 EO0034;SPC TX N     - 1,096,010.      127,060.      MT  (+/- 180 meters Scaled)
 EO0034
 EO0034                          SUPERSEDED SURVEY CONTROL
 EO0034
 EO0034  NGVD 29 (??/??/92) 1148.339  (m)         3767.51   (f) ADJ UNCH    1 2
 EO0034
 EO0034.Superseded values are not recommended for survey control.
 EO0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0034.See file dsdata.txt to determine how the superseded data were derived.
 EO0034
 EO0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU470611(NAD 83)
 EO0034_MARKER: DB = BENCH MARK DISK
 EO0034_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EO0034_SP_SET: 9 1/2 FEET
 EO0034_STAMPING: C 1040 1958
 EO0034_MARK LOGO: CGS   
 EO0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0034
 EO0034  HISTORY     - Date     Condition        Report By
 EO0034  HISTORY     - 1958     MONUMENTED       CGS
 EO0034  HISTORY     - 1984     GOOD             NGS
 EO0034
 EO0034                          STATION DESCRIPTION
 EO0034
 EO0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0034'6.5 MI NE FROM HEREFORD.
 EO0034'ABOUT 6.5 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0034'FROM THE STATION AT HEREFORD, 87 FEET NORTHWEST OF MILE POST 593, 89
 EO0034'FEET NORTHWEST OF THE NEAR RAIL, 84 FEET SOUTHEAST OF THE CENTER LINE
 EO0034'OF U. S. HIGHWAY 60, 7 FEET SOUTHEAST OF A TELEPHONE POLE, 2 1/2 FEET
 EO0034'SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE TRACK, ABOUT
 EO0034'LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 EO0034'WHICH IS DRIVEN TO A DEPTH OF 9 1/2 FEET AND IS ENCASED IN A 6-INCH
 EO0034'TILE PROJECTING 6 INCHES.
 EO0034
 EO0034                          STATION RECOVERY (1984)
 EO0034
 EO0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0034'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE=7
 EO0034'FEET SOUTHEAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0304 ***********************************************************************
 CR0304  DESIGNATION -  C 1041
 CR0304  PID         -  CR0304
 CR0304  STATE/COUNTY-  TX/CAMP
 CR0304  USGS QUAD   -  LEESBURG (1960)
 CR0304
 CR0304                         *CURRENT SURVEY CONTROL
 CR0304  ___________________________________________________________________
 CR0304* NAD 83(1986)-  32 59 39.     (N)    095 01 56.     (W)     SCALED    
 CR0304* NAVD 88     -       128.167  (meters)     420.49   (feet)  ADJUSTED  
 CR0304  ___________________________________________________________________
 CR0304  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CR0304  DYNAMIC HT  -         128.026 (meters)     420.03  (feet)  COMP
 CR0304  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 CR0304
 CR0304  VERT ORDER  -  FIRST     CLASS II
 CR0304
 CR0304.The horizontal coordinates were scaled from a topographic map and have
 CR0304.an estimated accuracy of +/- 6 seconds.
 CR0304
 CR0304.The orthometric height was determined by differential leveling
 CR0304.and adjusted by the National Geodetic Survey in June 1991..
 CR0304
 CR0304.The geoid height was determined by GEOID03.
 CR0304
 CR0304.The dynamic height is computed by dividing the NAVD 88
 CR0304.geopotential number by the normal gravity value computed on the
 CR0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0304.degrees latitude (g = 980.6199 gals.).
 CR0304
 CR0304.The modeled gravity was interpolated from observed gravity values.
 CR0304
 CR0304;                    North         East    Units  Estimated Accuracy
 CR0304;SPC TXNC     - 2,152,550.      924,000.      MT  (+/- 180 meters Scaled)
 CR0304
 CR0304                          SUPERSEDED SURVEY CONTROL
 CR0304
 CR0304  NGVD 29 (??/??/92)  128.179  (m)          420.53   (f) ADJ UNCH    1 2
 CR0304
 CR0304.Superseded values are not recommended for survey control.
 CR0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0304.See file dsdata.txt to determine how the superseded data were derived.
 CR0304
 CR0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS101524(NAD 83)
 CR0304_MARKER: DB = BENCH MARK DISK
 CR0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0304_STAMPING: C 1041 1954
 CR0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0304+STABILITY: SURFACE MOTION
 CR0304
 CR0304  HISTORY     - Date     Condition        Report By
 CR0304  HISTORY     - 1954     MONUMENTED       CGS
 CR0304
 CR0304                          STATION DESCRIPTION
 CR0304
 CR0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0304'3.7 MI W FROM PITTSBURG.
 CR0304'3.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0304'STATION AT PITTSBURG, 82 FEET SOUTH OF MILEPOST T - 102, 41 FEET SOUTH
 CR0304'OF THE SOUTH RAIL, 2 FEET EAST OF A WITNESS POST, 0.2 MILE EAST OF A
 CR0304'ROAD CROSSING, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CR0304'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0254 ***********************************************************************
 DM0254  DESIGNATION -  C 1042
 DM0254  PID         -  DM0254
 DM0254  STATE/COUNTY-  TX/MORRIS
 DM0254  USGS QUAD   -  DAINGERFIELD (1980)
 DM0254
 DM0254                         *CURRENT SURVEY CONTROL
 DM0254  ___________________________________________________________________
 DM0254* NAD 83(1986)-  33 00 49.     (N)    094 40 38.     (W)     SCALED    
 DM0254* NAVD 88     -       143.763  (meters)     471.66   (feet)  ADJUSTED  
 DM0254  ___________________________________________________________________
 DM0254  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DM0254  DYNAMIC HT  -         143.604 (meters)     471.14  (feet)  COMP
 DM0254  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 DM0254
 DM0254  VERT ORDER  -  FIRST     CLASS II
 DM0254
 DM0254.The horizontal coordinates were scaled from a topographic map and have
 DM0254.an estimated accuracy of +/- 6 seconds.
 DM0254
 DM0254.The orthometric height was determined by differential leveling
 DM0254.and adjusted by the National Geodetic Survey in June 1991..
 DM0254
 DM0254.The geoid height was determined by GEOID03.
 DM0254
 DM0254.The dynamic height is computed by dividing the NAVD 88
 DM0254.geopotential number by the normal gravity value computed on the
 DM0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0254.degrees latitude (g = 980.6199 gals.).
 DM0254
 DM0254.The modeled gravity was interpolated from observed gravity values.
 DM0254
 DM0254;                    North         East    Units  Estimated Accuracy
 DM0254;SPC TXNC     - 2,155,860.      957,070.      MT  (+/- 180 meters Scaled)
 DM0254
 DM0254                          SUPERSEDED SURVEY CONTROL
 DM0254
 DM0254  NGVD 29 (??/??/92)  143.792  (m)          471.76   (f) ADJ UNCH    1 2
 DM0254
 DM0254.Superseded values are not recommended for survey control.
 DM0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0254.See file dsdata.txt to determine how the superseded data were derived.
 DM0254
 DM0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS433540(NAD 83)
 DM0254_MARKER: DB = BENCH MARK DISK
 DM0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0254_SP_SET: PILLAR
 DM0254_STAMPING: C 1042 1954
 DM0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0254
 DM0254  HISTORY     - Date     Condition        Report By
 DM0254  HISTORY     - 1954     MONUMENTED       CGS
 DM0254
 DM0254                          STATION DESCRIPTION
 DM0254
 DM0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0254'2.9 MI NW FROM HUGHES SPRINGS.
 DM0254'2.9 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0254'STATION AT HUGHES SPRINGS, 6 POLES NORTHWEST OF MILEPOST T - 79, 14.4
 DM0254'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 8.4 FEET SOUTHWEST OF A SWITCH
 DM0254'STAND, 3.2 FEET ABOVE THE GROUND, AT THE OVERPASS OF STATE HIGHWAYS 11
 DM0254'AND 49, SET VERTICALLY IN THE CENTER OF THE NORTHEAST SIDE OF THE WEST
 DM0254'PILLAR IN THE 2ND ROW OF CONCRETE PILLARS NORTHEAST OF THE SOUTHWEST
 DM0254'END OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0005 ***********************************************************************
 CR0005  DESIGNATION -  C 1043
 CR0005  PID         -  CR0005
 CR0005  STATE/COUNTY-  TX/MARION
 CR0005  USGS QUAD   -  KELLYVILLE (1962)
 CR0005
 CR0005                         *CURRENT SURVEY CONTROL
 CR0005  ___________________________________________________________________
 CR0005* NAD 83(1986)-  32 48 09.     (N)    094 25 54.     (W)     SCALED    
 CR0005* NAVD 88     -        90.375  (meters)     296.51   (feet)  ADJUSTED  
 CR0005  ___________________________________________________________________
 CR0005  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CR0005  DYNAMIC HT  -          90.274 (meters)     296.17  (feet)  COMP
 CR0005  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 CR0005
 CR0005  VERT ORDER  -  FIRST     CLASS II
 CR0005
 CR0005.The horizontal coordinates were scaled from a topographic map and have
 CR0005.an estimated accuracy of +/- 6 seconds.
 CR0005
 CR0005.The orthometric height was determined by differential leveling
 CR0005.and adjusted by the National Geodetic Survey in June 1991..
 CR0005
 CR0005.The geoid height was determined by GEOID03.
 CR0005
 CR0005.The dynamic height is computed by dividing the NAVD 88
 CR0005.geopotential number by the normal gravity value computed on the
 CR0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0005.degrees latitude (g = 980.6199 gals.).
 CR0005
 CR0005.The modeled gravity was interpolated from observed gravity values.
 CR0005
 CR0005;                    North         East    Units  Estimated Accuracy
 CR0005;SPC TXNC     - 2,133,330.      980,900.      MT  (+/- 180 meters Scaled)
 CR0005
 CR0005                          SUPERSEDED SURVEY CONTROL
 CR0005
 CR0005  NGVD 29 (??/??/92)   90.427  (m)          296.68   (f) ADJ UNCH    1 2
 CR0005
 CR0005.Superseded values are not recommended for survey control.
 CR0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0005.See file dsdata.txt to determine how the superseded data were derived.
 CR0005
 CR0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS659303(NAD 83)
 CR0005_MARKER: DB = BENCH MARK DISK
 CR0005_SETTING: 66 = SET IN ROCK OUTCROP
 CR0005_SP_SET: SANDSTONE OUTCROP
 CR0005_STAMPING: C 1043 1954
 CR0005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CR0005+STABILITY: POSITION/ELEVATION WELL
 CR0005
 CR0005  HISTORY     - Date     Condition        Report By
 CR0005  HISTORY     - 1954     MONUMENTED       CGS
 CR0005
 CR0005                          STATION DESCRIPTION
 CR0005
 CR0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0005'6.8 MI NW FROM JEFFERSON.
 CR0005'6.8 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0005'STATION AT JEFFERSON, 4 1/2 POLES SOUTHEAST OF MILEPOST T - 56, 44
 CR0005'FEET NORTHEAST OF THE NORTHEAST RAIL, 4 FEET ABOVE THE TOP OF THE
 CR0005'RAILS, SET IN THE TOP OF A SANSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0773 ***********************************************************************
 AB0773  DESIGNATION -  C 1045
 AB0773  PID         -  AB0773
 AB0773  STATE/COUNTY-  TX/CAMERON
 AB0773  USGS QUAD   -  LA FERIA (1970)
 AB0773
 AB0773                         *CURRENT SURVEY CONTROL
 AB0773  ___________________________________________________________________
 AB0773* NAD 83(1986)-  26 12 37.     (N)    097 45 28.     (W)     SCALED    
 AB0773* NAVD 88     -        13.210  (meters)      43.34   (feet)  ADJUSTED  
 AB0773  ___________________________________________________________________
 AB0773  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AB0773  DYNAMIC HT  -          13.189 (meters)      43.27  (feet)  COMP
 AB0773  MODELED GRAV-     979,031.9   (mgal)                       NAVD 88
 AB0773
 AB0773  VERT ORDER  -  SECOND    CLASS 0
 AB0773
 AB0773.The horizontal coordinates were scaled from a topographic map and have
 AB0773.an estimated accuracy of +/- 6 seconds.
 AB0773
 AB0773.The orthometric height was determined by differential leveling
 AB0773.and adjusted by the National Geodetic Survey in June 1991..
 AB0773
 AB0773.The geoid height was determined by GEOID03.
 AB0773
 AB0773.The dynamic height is computed by dividing the NAVD 88
 AB0773.geopotential number by the normal gravity value computed on the
 AB0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0773.degrees latitude (g = 980.6199 gals.).
 AB0773
 AB0773.The modeled gravity was interpolated from observed gravity values.
 AB0773
 AB0773;                    North         East    Units  Estimated Accuracy
 AB0773;SPC TX S     - 5,060,450.      374,180.      MT  (+/- 180 meters Scaled)
 AB0773
 AB0773                          SUPERSEDED SURVEY CONTROL
 AB0773
 AB0773  NGVD 29 (??/??/92)   13.325  (m)           43.72   (f) ADJ UNCH    2 0
 AB0773
 AB0773.Superseded values are not recommended for survey control.
 AB0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0773.See file dsdata.txt to determine how the superseded data were derived.
 AB0773
 AB0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP241995(NAD 83)
 AB0773_MARKER: DB = BENCH MARK DISK
 AB0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0773_SP_SET: CONCRETE BASE
 AB0773_STAMPING: C 1045 1963
 AB0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0773
 AB0773  HISTORY     - Date     Condition        Report By
 AB0773  HISTORY     - 1963     MONUMENTED       CGS
 AB0773  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0773  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0773
 AB0773                          STATION DESCRIPTION
 AB0773
 AB0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AB0773'IN HARLINGEN.
 AB0773'THE MARK IS LOCATED AT HARLINGEN MUNICIPAL/HARVEY RICHARDS FIELD IN
 AB0773'THE NORTH CONCRETE BASE OF AN ARCH BEARING THE NAME, HARVEY RICHARDS
 AB0773'FIELD, AT THE WEST ENTRANCE TO THE TERMINAL BUILDING.  THE MARK IS A
 AB0773'STANDARD BENCH MARK DISK SET HORIZONTALLY IN A DRILL HOLE AND STAMPED
 AB0773'C 1045 1963.
 AB0773
 AB0773                          STATION RECOVERY (1991)
 AB0773
 AB0773'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0773'MARK NOT FOUND.
 AB0773
 AB0773                          STATION RECOVERY (1993)
 AB0773
 AB0773'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2328 ***********************************************************************
 CS2328  DESIGNATION -  C 1048
 CS2328  PID         -  CS2328
 CS2328  STATE/COUNTY-  TX/PARKER
 CS2328  USGS QUAD   -  GARNER (1979)
 CS2328
 CS2328                         *CURRENT SURVEY CONTROL
 CS2328  ___________________________________________________________________
 CS2328* NAD 83(1986)-  32 45 26.     (N)    097 59 27.     (W)     SCALED    
 CS2328* NAVD 88     -       267.430  (meters)     877.39   (feet)  ADJUSTED  
 CS2328  ___________________________________________________________________
 CS2328  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CS2328  DYNAMIC HT  -         267.103 (meters)     876.32  (feet)  COMP
 CS2328  MODELED GRAV-     979,409.0   (mgal)                       NAVD 88
 CS2328
 CS2328  VERT ORDER  -  FIRST     CLASS II
 CS2328
 CS2328.The horizontal coordinates were scaled from a topographic map and have
 CS2328.an estimated accuracy of +/- 6 seconds.
 CS2328
 CS2328.The orthometric height was determined by differential leveling
 CS2328.and adjusted by the National Geodetic Survey in June 1991..
 CS2328
 CS2328.The geoid height was determined by GEOID03.
 CS2328
 CS2328.The dynamic height is computed by dividing the NAVD 88
 CS2328.geopotential number by the normal gravity value computed on the
 CS2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2328.degrees latitude (g = 980.6199 gals.).
 CS2328
 CS2328.The modeled gravity was interpolated from observed gravity values.
 CS2328
 CS2328;                    North         East    Units  Estimated Accuracy
 CS2328;SPC TXNC     - 2,121,050.      647,710.      MT  (+/- 180 meters Scaled)
 CS2328
 CS2328                          SUPERSEDED SURVEY CONTROL
 CS2328
 CS2328  NGVD 29 (??/??/92)  267.345  (m)          877.11   (f) ADJ UNCH    1 2
 CS2328
 CS2328.Superseded values are not recommended for survey control.
 CS2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2328.See file dsdata.txt to determine how the superseded data were derived.
 CS2328
 CS2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB945248(NAD 83)
 CS2328_MARKER: DB = BENCH MARK DISK
 CS2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2328_STAMPING: C 1048 1955
 CS2328_MARK LOGO: CGS   
 CS2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2328+STABILITY: SURFACE MOTION
 CS2328
 CS2328  HISTORY     - Date     Condition        Report By
 CS2328  HISTORY     - 1955     MONUMENTED       CGS
 CS2328  HISTORY     - 1983     GOOD             NGS
 CS2328
 CS2328                          STATION DESCRIPTION
 CS2328
 CS2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CS2328'1.4 MI NE FROM MILLSAP.
 CS2328'1.4 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS2328'STATION AT MILLSAP, 0.15 MILE NORTHEAST OF A PRIVATE ROAD CROSSING, 3
 CS2328'POLES SOUTHWEST OF THE SOUTHWEST END OF A TRESTLE, 43 FEET SOUTHEAST
 CS2328'OF THE SOUTHEAST RAIL, 12.7 FEET NORTHWEST OF A FENCE, 4.3 FEET
 CS2328'SOUTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A WITNESS POST, SET
 CS2328'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CS2328'GROUND.
 CS2328
 CS2328                          STATION RECOVERY (1983)
 CS2328
 CS2328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0192 ***********************************************************************
 CT0192  DESIGNATION -  C 1049
 CT0192  PID         -  CT0192
 CT0192  STATE/COUNTY-  TX/EASTLAND
 CT0192  USGS QUAD   -  CISCO NORTH (1987)
 CT0192
 CT0192                         *CURRENT SURVEY CONTROL
 CT0192  ___________________________________________________________________
 CT0192* NAD 83(1986)-  32 23 56.     (N)    098 56 56.     (W)     SCALED    
 CT0192* NAVD 88     -       481.146  (meters)    1578.56   (feet)  ADJUSTED  
 CT0192  ___________________________________________________________________
 CT0192  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CT0192  DYNAMIC HT  -         480.525 (meters)    1576.52  (feet)  COMP
 CT0192  MODELED GRAV-     979,335.1   (mgal)                       NAVD 88
 CT0192
 CT0192  VERT ORDER  -  FIRST     CLASS II
 CT0192
 CT0192.The horizontal coordinates were scaled from a topographic map and have
 CT0192.an estimated accuracy of +/- 6 seconds.
 CT0192
 CT0192.The orthometric height was determined by differential leveling
 CT0192.and adjusted by the National Geodetic Survey in June 1991..
 CT0192
 CT0192.The geoid height was determined by GEOID03.
 CT0192
 CT0192.The dynamic height is computed by dividing the NAVD 88
 CT0192.geopotential number by the normal gravity value computed on the
 CT0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0192.degrees latitude (g = 980.6199 gals.).
 CT0192
 CT0192.The modeled gravity was interpolated from observed gravity values.
 CT0192
 CT0192;                    North         East    Units  Estimated Accuracy
 CT0192;SPC TXNC     - 2,081,290.      557,770.      MT  (+/- 180 meters Scaled)
 CT0192
 CT0192                          SUPERSEDED SURVEY CONTROL
 CT0192
 CT0192  NGVD 29 (??/??/92)  480.999  (m)         1578.08   (f) ADJ UNCH    1 2
 CT0192
 CT0192.Superseded values are not recommended for survey control.
 CT0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0192.See file dsdata.txt to determine how the superseded data were derived.
 CT0192
 CT0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA048846(NAD 83)
 CT0192_MARKER: DB = BENCH MARK DISK
 CT0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0192_STAMPING: C 1049 1955
 CT0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0192+STABILITY: SURFACE MOTION
 CT0192
 CT0192  HISTORY     - Date     Condition        Report By
 CT0192  HISTORY     - 1955     MONUMENTED       CGS
 CT0192
 CT0192                          STATION DESCRIPTION
 CT0192
 CT0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0192'1.9 MI NE FROM CISCO.
 CT0192'1.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0192'STATION AT CISCO, 9 POLES NORTHEAST OF MILEPOST 359, 2 POLES NORTHEAST
 CT0192'OF TRESTLE 358.8, 93 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 62 FEET
 CT0192'SOUTHEAST OF A TELEPHONE POLE, 5.5 FEET NORTHWEST OF A FENCE, 2.3 FEET
 CT0192'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CT0192'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0167 ***********************************************************************
 BO0167  DESIGNATION -  C 105
 BO0167  PID         -  BO0167
 BO0167  STATE/COUNTY-  TX/CROCKETT
 BO0167  USGS QUAD   -  PIKES PEAK (1979)
 BO0167
 BO0167                         *CURRENT SURVEY CONTROL
 BO0167  ___________________________________________________________________
 BO0167* NAD 83(1986)-  30 42 04.     (N)    101 23 40.     (W)     SCALED    
 BO0167* NAVD 88     -       705.040  (meters)    2313.12   (feet)  ADJUSTED  
 BO0167  ___________________________________________________________________
 BO0167  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 BO0167  DYNAMIC HT  -         703.995 (meters)    2309.69  (feet)  COMP
 BO0167  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 BO0167
 BO0167  VERT ORDER  -  FIRST     CLASS II
 BO0167
 BO0167.The horizontal coordinates were scaled from a topographic map and have
 BO0167.an estimated accuracy of +/- 6 seconds.
 BO0167
 BO0167.The orthometric height was determined by differential leveling
 BO0167.and adjusted by the National Geodetic Survey in June 1991..
 BO0167
 BO0167.The geoid height was determined by GEOID03.
 BO0167
 BO0167.The dynamic height is computed by dividing the NAVD 88
 BO0167.geopotential number by the normal gravity value computed on the
 BO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0167.degrees latitude (g = 980.6199 gals.).
 BO0167
 BO0167.The modeled gravity was interpolated from observed gravity values.
 BO0167
 BO0167;                    North         East    Units  Estimated Accuracy
 BO0167;SPC TX C     - 3,115,160.      598,360.      MT  (+/- 180 meters Scaled)
 BO0167
 BO0167                          SUPERSEDED SURVEY CONTROL
 BO0167
 BO0167  NGVD 29 (??/??/92)  704.818  (m)         2312.39   (f) ADJ UNCH    1 2
 BO0167
 BO0167.Superseded values are not recommended for survey control.
 BO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0167.See file dsdata.txt to determine how the superseded data were derived.
 BO0167
 BO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU706989(NAD 83)
 BO0167_MARKER: DB = BENCH MARK DISK
 BO0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0167_STAMPING: C 105 1933 2312.390
 BO0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0167+STABILITY: SURFACE MOTION
 BO0167
 BO0167  HISTORY     - Date     Condition        Report By
 BO0167  HISTORY     - 1933     MONUMENTED       CGS
 BO0167  HISTORY     - 1958     GOOD             NGS
 BO0167
 BO0167                          STATION DESCRIPTION
 BO0167
 BO0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0167'12.8 MI W FROM OZONA.
 BO0167'ABOUT 12.8 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0167'OZONA, 61 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE
 BO0167'EAST OF A GATE ON EACH SIDE OF THE HIGHWAY AND TWO CONCRETE CULVERTS,
 BO0167'11 FEET NORTH OF A FENCE, 12 FEET NORTHEAST OF A TELEPHONE POLE, 1 1/2
 BO0167'FEET EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 BO0167'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0028 ***********************************************************************
 CT0028  DESIGNATION -  C 1050
 CT0028  PID         -  CT0028
 CT0028  STATE/COUNTY-  TX/PALO PINTO
 CT0028  USGS QUAD   -  SANTO (1984)
 CT0028
 CT0028                         *CURRENT SURVEY CONTROL
 CT0028  ___________________________________________________________________
 CT0028* NAD 83(1986)-  32 34 06.     (N)    098 15 00.     (W)     SCALED    
 CT0028* NAVD 88     -       264.481  (meters)     867.72   (feet)  ADJUSTED  
 CT0028  ___________________________________________________________________
 CT0028  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CT0028  DYNAMIC HT  -         264.155 (meters)     866.65  (feet)  COMP
 CT0028  MODELED GRAV-     979,398.3   (mgal)                       NAVD 88
 CT0028
 CT0028  VERT ORDER  -  FIRST     CLASS II
 CT0028
 CT0028.The horizontal coordinates were scaled from a topographic map and have
 CT0028.an estimated accuracy of +/- 6 seconds.
 CT0028
 CT0028.The orthometric height was determined by differential leveling
 CT0028.and adjusted by the National Geodetic Survey in June 1991..
 CT0028
 CT0028.The geoid height was determined by GEOID03.
 CT0028
 CT0028.The dynamic height is computed by dividing the NAVD 88
 CT0028.geopotential number by the normal gravity value computed on the
 CT0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0028.degrees latitude (g = 980.6199 gals.).
 CT0028
 CT0028.The modeled gravity was interpolated from observed gravity values.
 CT0028
 CT0028;                    North         East    Units  Estimated Accuracy
 CT0028;SPC TXNC     - 2,100,010.      623,470.      MT  (+/- 180 meters Scaled)
 CT0028
 CT0028                          SUPERSEDED SURVEY CONTROL
 CT0028
 CT0028  NGVD 29 (??/??/92)  264.393  (m)          867.43   (f) ADJ UNCH    1 2
 CT0028
 CT0028.Superseded values are not recommended for survey control.
 CT0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0028.See file dsdata.txt to determine how the superseded data were derived.
 CT0028
 CT0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB704036(NAD 83)
 CT0028_MARKER: DB = BENCH MARK DISK
 CT0028_SETTING: 66 = SET IN ROCK OUTCROP
 CT0028_SP_SET: ROCK OUTCROP
 CT0028_STAMPING: C 1050 1956
 CT0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0028+STABILITY: POSITION/ELEVATION WELL
 CT0028
 CT0028  HISTORY     - Date     Condition        Report By
 CT0028  HISTORY     - 1956     MONUMENTED       CGS
 CT0028  HISTORY     - 19980627 GOOD             USPSQD
 CT0028  HISTORY     - 20020316 GOOD             USPSQD
 CT0028  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0028
 CT0028                          STATION DESCRIPTION
 CT0028
 CT0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0028'3.4 MI SW FROM SANTO.
 CT0028'3.4 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0028'STATION AT SANTO, 103.5 FEET SOUTHEAST OF THE 3RD POLE NORTHEAST OF
 CT0028'MILEPOST 311, 125 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3 1/2 POLES
 CT0028'NORTHEAST OF AN OVERPASS OVER A DIRT ROAD, 38.4 FEET NORTHWEST OF THE
 CT0028'CENTER LINE OF A DIRT ROAD, 15 FEET ABOVE THE LEVEL OF THE ROAD, LEVEL
 CT0028'WITH THE TOP OF THE RAILS, ON THE SOUTHEAST SLOPE OF A HILL, SET IN
 CT0028'THE TOP OF A SANDSTONE OUTCROP.
 CT0028
 CT0028                          STATION RECOVERY (1998)
 CT0028
 CT0028'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0028'RECOVERED IN GOOD CONDITION.
 CT0028
 CT0028                          STATION RECOVERY (2002)
 CT0028
 CT0028'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0028'RECOVERED IN GOOD CONDITION.
 CT0028
 CT0028                          STATION RECOVERY (2004)
 CT0028
 CT0028'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0167 ***********************************************************************
 CT0167  DESIGNATION -  C 1051
 CT0167  PID         -  CT0167
 CT0167  STATE/COUNTY-  TX/EASTLAND
 CT0167  USGS QUAD   -  RANGER (1987)
 CT0167
 CT0167                         *CURRENT SURVEY CONTROL
 CT0167  ___________________________________________________________________
 CT0167* NAD 83(1986)-  32 27 22.     (N)    098 40 50.     (W)     SCALED    
 CT0167* NAVD 88     -       447.148  (meters)    1467.02   (feet)  ADJUSTED  
 CT0167  ___________________________________________________________________
 CT0167  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CT0167  DYNAMIC HT  -         446.575 (meters)    1465.14  (feet)  COMP
 CT0167  MODELED GRAV-     979,344.3   (mgal)                       NAVD 88
 CT0167
 CT0167  VERT ORDER  -  FIRST     CLASS II
 CT0167
 CT0167.The horizontal coordinates were scaled from a topographic map and have
 CT0167.an estimated accuracy of +/- 6 seconds.
 CT0167
 CT0167.The orthometric height was determined by differential leveling
 CT0167.and adjusted by the National Geodetic Survey in June 1991..
 CT0167
 CT0167.The geoid height was determined by GEOID03.
 CT0167
 CT0167.The dynamic height is computed by dividing the NAVD 88
 CT0167.geopotential number by the normal gravity value computed on the
 CT0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0167.degrees latitude (g = 980.6199 gals.).
 CT0167
 CT0167.The modeled gravity was interpolated from observed gravity values.
 CT0167
 CT0167;                    North         East    Units  Estimated Accuracy
 CT0167;SPC TXNC     - 2,087,560.      583,030.      MT  (+/- 180 meters Scaled)
 CT0167
 CT0167                          SUPERSEDED SURVEY CONTROL
 CT0167
 CT0167  NGVD 29 (??/??/92)  447.007  (m)         1466.56   (f) ADJ UNCH    1 2
 CT0167
 CT0167.Superseded values are not recommended for survey control.
 CT0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0167.See file dsdata.txt to determine how the superseded data were derived.
 CT0167
 CT0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA300910(NAD 83)
 CT0167_MARKER: DB = BENCH MARK DISK
 CT0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0167_STAMPING: C 1051 1956
 CT0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0167+STABILITY: SURFACE MOTION
 CT0167
 CT0167  HISTORY     - Date     Condition        Report By
 CT0167  HISTORY     - 1956     MONUMENTED       CGS
 CT0167  HISTORY     - 20020316 GOOD             USPSQD
 CT0167
 CT0167                          STATION DESCRIPTION
 CT0167
 CT0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0167'1.0 MI S FROM RANGER.
 CT0167'0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 80 FROM THE TEXAS AND PACIFIC
 CT0167'RAILROAD STATION AT RANGER, THENCE 0.2 MILE SOUTHEAST ALONG BLACKWELL
 CT0167'ROAD, THENCE 0.3 MILE SOUTH ALONG ODDIE STREET, 3 FEET SOUTHWEST OF
 CT0167'THE SOUTHEAST CORNER OF THE EAST HANGAR AT THE RANGER AIRPORT, SET IN
 CT0167'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CT0167
 CT0167                          STATION RECOVERY (2002)
 CT0167
 CT0167'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0252 ***********************************************************************
 CT0252  DESIGNATION -  C 1052
 CT0252  PID         -  CT0252
 CT0252  STATE/COUNTY-  TX/PALO PINTO
 CT0252  USGS QUAD   -  STRAWN WEST (1967)
 CT0252
 CT0252                         *CURRENT SURVEY CONTROL
 CT0252  ___________________________________________________________________
 CT0252* NAD 83(1986)-  32 32 26.     (N)    098 33 05.     (W)     SCALED    
 CT0252* NAVD 88     -       323.683  (meters)    1061.95   (feet)  ADJUSTED  
 CT0252  ___________________________________________________________________
 CT0252  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0252  DYNAMIC HT  -         323.276 (meters)    1060.61  (feet)  COMP
 CT0252  MODELED GRAV-     979,373.4   (mgal)                       NAVD 88
 CT0252
 CT0252  VERT ORDER  -  FIRST     CLASS II
 CT0252
 CT0252.The horizontal coordinates were scaled from a topographic map and have
 CT0252.an estimated accuracy of +/- 6 seconds.
 CT0252
 CT0252.The orthometric height was determined by differential leveling
 CT0252.and adjusted by the National Geodetic Survey in June 1991..
 CT0252
 CT0252.The geoid height was determined by GEOID03.
 CT0252
 CT0252.The dynamic height is computed by dividing the NAVD 88
 CT0252.geopotential number by the normal gravity value computed on the
 CT0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0252.degrees latitude (g = 980.6199 gals.).
 CT0252
 CT0252.The modeled gravity was interpolated from observed gravity values.
 CT0252
 CT0252;                    North         East    Units  Estimated Accuracy
 CT0252;SPC TXNC     - 2,096,910.      595,170.      MT  (+/- 180 meters Scaled)
 CT0252
 CT0252                          SUPERSEDED SURVEY CONTROL
 CT0252
 CT0252  NGVD 29 (??/??/92)  323.569  (m)         1061.58   (f) ADJ UNCH    1 2
 CT0252
 CT0252.Superseded values are not recommended for survey control.
 CT0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0252.See file dsdata.txt to determine how the superseded data were derived.
 CT0252
 CT0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB421004(NAD 83)
 CT0252_MARKER: DB = BENCH MARK DISK
 CT0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0252_SP_SET: CULVERT
 CT0252_STAMPING: C 1052 1956
 CT0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0252
 CT0252  HISTORY     - Date     Condition        Report By
 CT0252  HISTORY     - 1956     MONUMENTED       CGS
 CT0252  HISTORY     - 19980627 GOOD             USPSQD
 CT0252  HISTORY     - 20020320 GOOD             USPSQD
 CT0252
 CT0252                          STATION DESCRIPTION
 CT0252
 CT0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0252'3.4 MI W FROM STRAWN.
 CT0252'3.4 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0252'AT STRAWN, 11.5 FEET EAST OF THE EAST RAIL, 3 FEET BELOW THE TOP OF
 CT0252'THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A
 CT0252'CONCRETE CULVERT.
 CT0252
 CT0252                          STATION RECOVERY (1998)
 CT0252
 CT0252'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0252'RECOVERED IN GOOD CONDITION.
 CT0252
 CT0252                          STATION RECOVERY (2002)
 CT0252
 CT0252'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CT0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0395 ***********************************************************************
 CT0395  DESIGNATION -  C 1053
 CT0395  PID         -  CT0395
 CT0395  STATE/COUNTY-  TX/CALLAHAN
 CT0395  USGS QUAD   -  PUTNAM SOUTH (1987)
 CT0395
 CT0395                         *CURRENT SURVEY CONTROL
 CT0395  ___________________________________________________________________
 CT0395* NAD 83(1986)-  32 22 18.     (N)    099 14 14.     (W)     SCALED    
 CT0395* NAVD 88     -       459.719  (meters)    1508.26   (feet)  ADJUSTED  
 CT0395  ___________________________________________________________________
 CT0395  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CT0395  DYNAMIC HT  -         459.123 (meters)    1506.31  (feet)  COMP
 CT0395  MODELED GRAV-     979,330.3   (mgal)                       NAVD 88
 CT0395
 CT0395  VERT ORDER  -  FIRST     CLASS II
 CT0395
 CT0395.The horizontal coordinates were scaled from a topographic map and have
 CT0395.an estimated accuracy of +/- 6 seconds.
 CT0395
 CT0395.The orthometric height was determined by differential leveling
 CT0395.and adjusted by the National Geodetic Survey in June 1991..
 CT0395
 CT0395.The geoid height was determined by GEOID03.
 CT0395
 CT0395.The dynamic height is computed by dividing the NAVD 88
 CT0395.geopotential number by the normal gravity value computed on the
 CT0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0395.degrees latitude (g = 980.6199 gals.).
 CT0395
 CT0395.The modeled gravity was interpolated from observed gravity values.
 CT0395
 CT0395;                    North         East    Units  Estimated Accuracy
 CT0395;SPC TXNC     - 2,078,420.      530,630.      MT  (+/- 180 meters Scaled)
 CT0395
 CT0395                          SUPERSEDED SURVEY CONTROL
 CT0395
 CT0395  NGVD 29 (??/??/92)  459.590  (m)         1507.84   (f) ADJ UNCH    1 2
 CT0395
 CT0395.Superseded values are not recommended for survey control.
 CT0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0395.See file dsdata.txt to determine how the superseded data were derived.
 CT0395
 CT0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA776816(NAD 83)
 CT0395_MARKER: DB = BENCH MARK DISK
 CT0395_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CT0395_SP_SET: 19 FEET
 CT0395_STAMPING: C 1053 1956
 CT0395_MARK LOGO: CGS   
 CT0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0395
 CT0395  HISTORY     - Date     Condition        Report By
 CT0395  HISTORY     - 1956     MONUMENTED       CGS
 CT0395  HISTORY     - 1983     GOOD             NGS
 CT0395
 CT0395                          STATION DESCRIPTION
 CT0395
 CT0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0395'2.5 MI W FROM PUTNAM.
 CT0395'2.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0395'AT PUTNAM, 11 POLES WEST OF MILEPOST 376, 95.8 FEET SOUTH OF THE SOUTH
 CT0395'RAIL, 2 FEET NORTH OF A FENCE, 2.5 FEET WEST OF A WITNESS POST, 272
 CT0395'FEET EAST OF BENCH MARK D 1053, CLAMPED ON THE TOP OF A COPPER COATED
 CT0395'STEEL ROD WHICH IS DRIVEN 19 FEET IN THE GROUND, INCASED IN A 6 INCH
 CT0395'TILE PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CT0395
 CT0395                          STATION RECOVERY (1983)
 CT0395
 CT0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0395'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  48.6 KM
 CT0395'(30.2 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CT0395'RAILROAD STATION IN ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0196 ***********************************************************************
 CT0196  DESIGNATION -  C 1054
 CT0196  PID         -  CT0196
 CT0196  STATE/COUNTY-  TX/EASTLAND
 CT0196  USGS QUAD   -  CISCO NORTH (1987)
 CT0196
 CT0196                         *CURRENT SURVEY CONTROL
 CT0196  ___________________________________________________________________
 CT0196* NAD 83(1986)-  32 23 56.     (N)    098 58 56.     (W)     SCALED    
 CT0196* NAVD 88     -       493.332  (meters)    1618.54   (feet)  ADJUSTED  
 CT0196  ___________________________________________________________________
 CT0196  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CT0196  DYNAMIC HT  -         492.696 (meters)    1616.45  (feet)  COMP
 CT0196  MODELED GRAV-     979,333.4   (mgal)                       NAVD 88
 CT0196
 CT0196  VERT ORDER  -  FIRST     CLASS II
 CT0196
 CT0196.The horizontal coordinates were scaled from a topographic map and have
 CT0196.an estimated accuracy of +/- 6 seconds.
 CT0196
 CT0196.The orthometric height was determined by differential leveling
 CT0196.and adjusted by the National Geodetic Survey in June 1991..
 CT0196
 CT0196.The geoid height was determined by GEOID03.
 CT0196
 CT0196.The dynamic height is computed by dividing the NAVD 88
 CT0196.geopotential number by the normal gravity value computed on the
 CT0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0196.degrees latitude (g = 980.6199 gals.).
 CT0196
 CT0196.The modeled gravity was interpolated from observed gravity values.
 CT0196
 CT0196;                    North         East    Units  Estimated Accuracy
 CT0196;SPC TXNC     - 2,081,300.      554,640.      MT  (+/- 180 meters Scaled)
 CT0196
 CT0196                          SUPERSEDED SURVEY CONTROL
 CT0196
 CT0196  NGVD 29 (??/??/92)  493.183  (m)         1618.05   (f) ADJ UNCH    1 2
 CT0196
 CT0196.Superseded values are not recommended for survey control.
 CT0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0196.See file dsdata.txt to determine how the superseded data were derived.
 CT0196
 CT0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA016846(NAD 83)
 CT0196_MARKER: DB = BENCH MARK DISK
 CT0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0196_SP_SET: CULVERT
 CT0196_STAMPING: C 1054 1956
 CT0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0196
 CT0196  HISTORY     - Date     Condition        Report By
 CT0196  HISTORY     - 1956     MONUMENTED       CGS
 CT0196  HISTORY     - 1965     MARK NOT FOUND   USGS
 CT0196
 CT0196                          STATION DESCRIPTION
 CT0196
 CT0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0196'0.45 MI N FROM CISCO.
 CT0196'0.45 MILE NORTH ALONG U.S. HIGHWAY 380 FROM THE TEXAS AND PACIFIC
 CT0196'RAILROAD STATION AT CISCO, 13 FEET WEST OF THE CENTER LINE OF THE
 CT0196'HIGHWAY, 100 YARDS NORTH OF A STONE ARCH OVER A PAVED ROAD LEADING TO
 CT0196'CISCO JUNIOR COLLEGE, SET IN THE TOP OF THE SOUTH END OF THE WEST
 CT0196'HEADWALL OF A CONCRETE CULVERT.  NOTE-- RD WORK IN AREA.
 CT0196
 CT0196                          STATION RECOVERY (1965)
 CT0196
 CT0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0529 ***********************************************************************
 CT0529  DESIGNATION -  C 1055
 CT0529  PID         -  CT0529
 CT0529  STATE/COUNTY-  TX/TAYLOR
 CT0529  USGS QUAD   -  ABILENE WEST (1987)
 CT0529
 CT0529                         *CURRENT SURVEY CONTROL
 CT0529  ___________________________________________________________________
 CT0529* NAD 83(1986)-  32 27 00.     (N)    099 46 44.     (W)     SCALED    
 CT0529* NAVD 88     -       526.017  (meters)    1725.77   (feet)  ADJUSTED  
 CT0529  ___________________________________________________________________
 CT0529  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CT0529  DYNAMIC HT  -         525.335 (meters)    1723.54  (feet)  COMP
 CT0529  MODELED GRAV-     979,327.4   (mgal)                       NAVD 88
 CT0529
 CT0529  VERT ORDER  -  FIRST     CLASS II
 CT0529
 CT0529.The horizontal coordinates were scaled from a topographic map and have
 CT0529.an estimated accuracy of +/- 6 seconds.
 CT0529
 CT0529.The orthometric height was determined by differential leveling
 CT0529.and adjusted by the National Geodetic Survey in June 1991..
 CT0529
 CT0529.The geoid height was determined by GEOID03.
 CT0529
 CT0529.The dynamic height is computed by dividing the NAVD 88
 CT0529.geopotential number by the normal gravity value computed on the
 CT0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0529.degrees latitude (g = 980.6199 gals.).
 CT0529
 CT0529.The modeled gravity was interpolated from observed gravity values.
 CT0529
 CT0529;                    North         East    Units  Estimated Accuracy
 CT0529;SPC TXNC     - 2,087,600.      479,760.      MT  (+/- 180 meters Scaled)
 CT0529
 CT0529                          SUPERSEDED SURVEY CONTROL
 CT0529
 CT0529  NGVD 29 (??/??/92)  525.850  (m)         1725.23   (f) ADJ UNCH    1 2
 CT0529
 CT0529.Superseded values are not recommended for survey control.
 CT0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0529.See file dsdata.txt to determine how the superseded data were derived.
 CT0529
 CT0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA267905(NAD 83)
 CT0529_MARKER: DB = BENCH MARK DISK
 CT0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0529_SP_SET: FOUNDATION
 CT0529_STAMPING: C 1055 1956
 CT0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0529
 CT0529  HISTORY     - Date     Condition        Report By
 CT0529  HISTORY     - 1956     MONUMENTED       CGS
 CT0529  HISTORY     - 19940803 MARK NOT FOUND   USPSQD
 CT0529
 CT0529                          STATION DESCRIPTION
 CT0529
 CT0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0529'2.7 MI W FROM ABILENE.
 CT0529'2.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0529'AT ABILENE, THENCE 0.1 MILE SOUTH ALONG PIONEER DRIVE, SET IN THE TOP
 CT0529'OF THE CONCRETE FOUNDATION OF THE EAST DOOR OF THE HANGAR AT THE
 CT0529'HUGHES AIRPORT, 27.4 FEET NORTH OF THE SOUTHEAST CORNER OF THE HANGAR.
 CT0529
 CT0529                          STATION RECOVERY (1994)
 CT0529
 CT0529'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0159 ***********************************************************************
 CU0159  DESIGNATION -  C 1056
 CU0159  PID         -  CU0159
 CU0159  STATE/COUNTY-  TX/NOLAN
 CU0159  USGS QUAD   -  CHALK PEAK (1984)
 CU0159
 CU0159                         *CURRENT SURVEY CONTROL
 CU0159  ___________________________________________________________________
 CU0159* NAD 83(1986)-  32 29 57.     (N)    100 09 53.     (W)     SCALED    
 CU0159* NAVD 88     -       594.437  (meters)    1950.25   (feet)  POSTED    
 CU0159  ___________________________________________________________________
 CU0159  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CU0159  DYNAMIC HT  -         593.660 (meters)    1947.70  (feet)  COMP
 CU0159  MODELED GRAV-     979,311.3   (mgal)                       NAVD 88
 CU0159
 CU0159  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0159
 CU0159.The horizontal coordinates were scaled from a topographic map and have
 CU0159.an estimated accuracy of +/- 6 seconds.
 CU0159
 CU0159.The orthometric height was determined by differential leveling
 CU0159.and adjusted by the National Geodetic Survey in 1992..
 CU0159.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0159.rate of 0.0 thru 1.0 mm/km.
 CU0159
 CU0159.The geoid height was determined by GEOID03.
 CU0159
 CU0159.The dynamic height is computed by dividing the NAVD 88
 CU0159.geopotential number by the normal gravity value computed on the
 CU0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0159.degrees latitude (g = 980.6199 gals.).
 CU0159
 CU0159.The modeled gravity was interpolated from observed gravity values.
 CU0159
 CU0159;                    North         East    Units  Estimated Accuracy
 CU0159;SPC TXNC     - 2,093,560.      443,570.      MT  (+/- 180 meters Scaled)
 CU0159
 CU0159                          SUPERSEDED SURVEY CONTROL
 CU0159
 CU0159  NGVD 29 (??/??/92)  594.254  (m)         1949.65   (f) ADJ UNCH    1 2
 CU0159
 CU0159.Superseded values are not recommended for survey control.
 CU0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0159.See file dsdata.txt to determine how the superseded data were derived.
 CU0159
 CU0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA905963(NAD 83)
 CU0159_MARKER: DB = BENCH MARK DISK
 CU0159_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0159_SP_SET: 16 FT
 CU0159_STAMPING: C 1056 1956
 CU0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0159
 CU0159  HISTORY     - Date     Condition        Report By
 CU0159  HISTORY     - 1956     MONUMENTED       CGS
 CU0159
 CU0159                          STATION DESCRIPTION
 CU0159
 CU0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0159'2.6 MI NW FROM TRENT.
 CU0159'2.6 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0159'STATION AT TRENT, 36 FEET SOUTH OF THE SOUTH RAIL, 83 FEET WEST OF THE
 CU0159'CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 3.7 FEET SOUTH OF THE 1ST
 CU0159'POLE WEST OF MILEPOST 432, 2.7 FEET NORTH OF A WITNESS POST, CLAMPED
 CU0159'ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 16
 CU0159'FEET IN THE GROUND, INCASED IN A 4 INCH TILE PIPE WHICH PROJECTS 0.4
 CU0159'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0091 ***********************************************************************
 CU0091  DESIGNATION -  C 1057
 CU0091  PID         -  CU0091
 CU0091  STATE/COUNTY-  TX/NOLAN
 CU0091  USGS QUAD   -  ESKOTA (1987)
 CU0091
 CU0091                         *CURRENT SURVEY CONTROL
 CU0091  ___________________________________________________________________
 CU0091* NAD 83(1986)-  32 30 19.     (N)    100 20 16.     (W)     SCALED    
 CU0091* NAVD 88     -       607.876  (meters)    1994.34   (feet)  POSTED    
 CU0091  ___________________________________________________________________
 CU0091  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CU0091  DYNAMIC HT  -         607.070 (meters)    1991.70  (feet)  COMP
 CU0091  MODELED GRAV-     979,290.2   (mgal)                       NAVD 88
 CU0091
 CU0091  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0091
 CU0091.The horizontal coordinates were scaled from a topographic map and have
 CU0091.an estimated accuracy of +/- 6 seconds.
 CU0091
 CU0091.The orthometric height was determined by differential leveling
 CU0091.and adjusted by the National Geodetic Survey in 1992..
 CU0091.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0091.rate of 0.0 thru 1.0 mm/km.
 CU0091
 CU0091.The geoid height was determined by GEOID03.
 CU0091
 CU0091.The dynamic height is computed by dividing the NAVD 88
 CU0091.geopotential number by the normal gravity value computed on the
 CU0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0091.degrees latitude (g = 980.6199 gals.).
 CU0091
 CU0091.The modeled gravity was interpolated from observed gravity values.
 CU0091
 CU0091;                    North         East    Units  Estimated Accuracy
 CU0091;SPC TXNC     - 2,094,510.      427,330.      MT  (+/- 180 meters Scaled)
 CU0091
 CU0091                          SUPERSEDED SURVEY CONTROL
 CU0091
 CU0091  NGVD 29 (??/??/92)  607.668  (m)         1993.66   (f) ADJ UNCH    1 2
 CU0091
 CU0091.Superseded values are not recommended for survey control.
 CU0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0091.See file dsdata.txt to determine how the superseded data were derived.
 CU0091
 CU0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA743972(NAD 83)
 CU0091_MARKER: DB = BENCH MARK DISK
 CU0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0091_SP_SET: CULVERT
 CU0091_STAMPING: C 1057 1956
 CU0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0091
 CU0091  HISTORY     - Date     Condition        Report By
 CU0091  HISTORY     - 1956     MONUMENTED       CGS
 CU0091
 CU0091                          STATION DESCRIPTION
 CU0091
 CU0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0091'4.9 MI NE FROM SWEETWATER.
 CU0091'4.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0091'STATION AT SWEETWATER, 4 1/2 POLES NORTHEAST OF MILEPOST 443, 19 FEET
 CU0091'SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET BELOW THE TOP OF THE RAILS,
 CU0091'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A
 CU0091'LARGE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0302 ***********************************************************************
 CU0302  DESIGNATION -  C 1058
 CU0302  PID         -  CU0302
 CU0302  STATE/COUNTY-  TX/MITCHELL
 CU0302  USGS QUAD   -  COLORADO CITY (1979)
 CU0302
 CU0302                         *CURRENT SURVEY CONTROL
 CU0302  ___________________________________________________________________
 CU0302* NAD 83(1986)-  32 23 09.     (N)    100 50 15.     (W)     SCALED    
 CU0302* NAVD 88     -       656.443  (meters)    2153.68   (feet)  ADJUSTED  
 CU0302  ___________________________________________________________________
 CU0302  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CU0302  DYNAMIC HT  -         655.567 (meters)    2150.81  (feet)  COMP
 CU0302  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 CU0302
 CU0302  VERT ORDER  -  FIRST     CLASS II
 CU0302
 CU0302.The horizontal coordinates were scaled from a topographic map and have
 CU0302.an estimated accuracy of +/- 6 seconds.
 CU0302
 CU0302.The orthometric height was determined by differential leveling
 CU0302.and adjusted by the National Geodetic Survey in June 1991..
 CU0302
 CU0302.The geoid height was determined by GEOID03.
 CU0302
 CU0302.The dynamic height is computed by dividing the NAVD 88
 CU0302.geopotential number by the normal gravity value computed on the
 CU0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0302.degrees latitude (g = 980.6199 gals.).
 CU0302
 CU0302.The modeled gravity was interpolated from observed gravity values.
 CU0302
 CU0302;                    North         East    Units  Estimated Accuracy
 CU0302;SPC TXNC     - 2,082,200.      380,080.      MT  (+/- 180 meters Scaled)
 CU0302
 CU0302                          SUPERSEDED SURVEY CONTROL
 CU0302
 CU0302  NGVD 29 (??/??/92)  656.230  (m)         2152.98   (f) ADJ UNCH    1 2
 CU0302
 CU0302.Superseded values are not recommended for survey control.
 CU0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0302.See file dsdata.txt to determine how the superseded data were derived.
 CU0302
 CU0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA271846(NAD 83)
 CU0302_MARKER: DB = BENCH MARK DISK
 CU0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0302_STAMPING: C 1058 1956
 CU0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0302+STABILITY: SURFACE MOTION
 CU0302
 CU0302  HISTORY     - Date     Condition        Report By
 CU0302  HISTORY     - 1956     MONUMENTED       CGS
 CU0302  HISTORY     - 1961     GOOD             NGS
 CU0302  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0302
 CU0302                          STATION DESCRIPTION
 CU0302
 CU0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0302'1.8 MI E FROM COLORADO CITY.
 CU0302'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0302'STATION AT COLORADO CITY, 4 POLES WEST OF MILEPOST 474, 196 FEET
 CU0302'SOUTHEAST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND STATE
 CU0302'HIGHWAY 208, 41 FEET SOUTH OF THE SOUTH RAIL, 7 FEET NORTH OF A FENCE,
 CU0302'6 1/2 FEET SOUTH OF A TELEPHONE POLE, 2.5 FEET EAST OF A WOODEN
 CU0302'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CU0302'INCHES.
 CU0302
 CU0302                          STATION RECOVERY (1982)
 CU0302
 CU0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0595 ***********************************************************************
 CU0595  DESIGNATION -  C 1059
 CU0595  PID         -  CU0595
 CU0595  STATE/COUNTY-  TX/HOWARD
 CU0595  USGS QUAD   -  KNOTT SE (1966)
 CU0595
 CU0595                         *CURRENT SURVEY CONTROL
 CU0595  ___________________________________________________________________
 CU0595* NAD 83(1986)-  32 15 07.     (N)    101 31 13.     (W)     SCALED    
 CU0595* NAVD 88     -       737.671  (meters)    2420.18   (feet)  ADJUSTED  
 CU0595  ___________________________________________________________________
 CU0595  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CU0595  DYNAMIC HT  -         736.656 (meters)    2416.85  (feet)  COMP
 CU0595  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 CU0595
 CU0595  VERT ORDER  -  FIRST     CLASS II
 CU0595
 CU0595.The horizontal coordinates were scaled from a topographic map and have
 CU0595.an estimated accuracy of +/- 6 seconds.
 CU0595
 CU0595.The orthometric height was determined by differential leveling
 CU0595.and adjusted by the National Geodetic Survey in June 1991..
 CU0595
 CU0595.The geoid height was determined by GEOID03.
 CU0595
 CU0595.The dynamic height is computed by dividing the NAVD 88
 CU0595.geopotential number by the normal gravity value computed on the
 CU0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0595.degrees latitude (g = 980.6199 gals.).
 CU0595
 CU0595.The modeled gravity was interpolated from observed gravity values.
 CU0595
 CU0595;                    North         East    Units  Estimated Accuracy
 CU0595;SPC TXNC     - 2,068,990.      315,440.      MT  (+/- 180 meters Scaled)
 CU0595
 CU0595                          SUPERSEDED SURVEY CONTROL
 CU0595
 CU0595  NGVD 29 (??/??/92)  737.396  (m)         2419.27   (f) ADJ UNCH    1 2
 CU0595
 CU0595.Superseded values are not recommended for survey control.
 CU0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0595.See file dsdata.txt to determine how the superseded data were derived.
 CU0595
 CU0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA625711(NAD 83)
 CU0595_MARKER: DB = BENCH MARK DISK
 CU0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0595_STAMPING: C 1059 1956
 CU0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0595+STABILITY: SURFACE MOTION
 CU0595
 CU0595  HISTORY     - Date     Condition        Report By
 CU0595  HISTORY     - 1956     MONUMENTED       CGS
 CU0595
 CU0595                          STATION DESCRIPTION
 CU0595
 CU0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0595'2.65 MI SW FROM BIG SPRING.
 CU0595'2.65 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0595'STATION AT BIG SPRING, 63 FEET SOUTHEAST OF MILEPOST 516, 82 FEET
 CU0595'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 52 FEET SOUTH OF
 CU0595'THE SOUTH RAIL OF A SPUR TRACK LEADING TO WEBB FORCE BASE, 3.6 FEET
 CU0595'NORTHWEST OF A FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 CU0595'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0002 ***********************************************************************
 BP0002  DESIGNATION -  C 106
 BP0002  PID         -  BP0002
 BP0002  STATE/COUNTY-  TX/PECOS
 BP0002  USGS QUAD   -  INDIAN MESA SE (1969)
 BP0002
 BP0002                         *CURRENT SURVEY CONTROL
 BP0002  ___________________________________________________________________
 BP0002* NAD 83(1986)-  30 50 06.     (N)    102 01 42.     (W)     SCALED    
 BP0002* NAVD 88     -       770.036  (meters)    2526.36   (feet)  ADJUSTED  
 BP0002  ___________________________________________________________________
 BP0002  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 BP0002  DYNAMIC HT  -         768.911 (meters)    2522.67  (feet)  COMP
 BP0002  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 BP0002
 BP0002  VERT ORDER  -  FIRST     CLASS II
 BP0002
 BP0002.The horizontal coordinates were scaled from a topographic map and have
 BP0002.an estimated accuracy of +/- 6 seconds.
 BP0002
 BP0002.The orthometric height was determined by differential leveling
 BP0002.and adjusted by the National Geodetic Survey in June 1991..
 BP0002
 BP0002.The geoid height was determined by GEOID03.
 BP0002
 BP0002.The dynamic height is computed by dividing the NAVD 88
 BP0002.geopotential number by the normal gravity value computed on the
 BP0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0002.degrees latitude (g = 980.6199 gals.).
 BP0002
 BP0002.The modeled gravity was interpolated from observed gravity values.
 BP0002
 BP0002;                    North         East    Units  Estimated Accuracy
 BP0002;SPC TX C     - 3,130,750.      537,870.      MT  (+/- 180 meters Scaled)
 BP0002
 BP0002                          SUPERSEDED SURVEY CONTROL
 BP0002
 BP0002  NGVD 29 (??/??/92)  769.793  (m)         2525.56   (f) ADJ UNCH    1 2
 BP0002
 BP0002.Superseded values are not recommended for survey control.
 BP0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0002.See file dsdata.txt to determine how the superseded data were derived.
 BP0002
 BP0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ842150(NAD 83)
 BP0002_MARKER: DB = BENCH MARK DISK
 BP0002_SETTING: 66 = SET IN ROCK OUTCROP
 BP0002_SP_SET: ROCK OUTCROP
 BP0002_STAMPING: C 106 1933 2525.563
 BP0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0002+STABILITY: POSITION/ELEVATION WELL
 BP0002
 BP0002  HISTORY     - Date     Condition        Report By
 BP0002  HISTORY     - 1933     MONUMENTED       CGS
 BP0002  HISTORY     - 1958     GOOD             NGS
 BP0002
 BP0002                          STATION DESCRIPTION
 BP0002
 BP0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0002'18.15 MI W FROM SHEFFIELD.
 BP0002'ABOUT 18.15 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0002'SHEFFIELD, IN THE TOP OF A FLAT ROCK OUTCROP, 201 FEET NORTH-NORTHEAST
 BP0002'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.15 MILE SOUTHEAST OF THE
 BP0002'JUNCTION OF A PRIVATE ROAD LEADING SOUTHWEST, ABOUT 0.15 MILE
 BP0002'NORTHWEST OF A CONCRETE CULVERT, 134 FEET NORTH-NORTHEAST OF THE
 BP0002'NORTH-NORTHEAST HIGHWAY RIGHT OF WAY FENCE, AND ABOUT 8 FEET ABOVE THE
 BP0002'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0557 ***********************************************************************
 CU0557  DESIGNATION -  C 1060
 CU0557  PID         -  CU0557
 CU0557  STATE/COUNTY-  TX/HOWARD
 CU0557  USGS QUAD   -  IATAN (1978)
 CU0557
 CU0557                         *CURRENT SURVEY CONTROL
 CU0557  ___________________________________________________________________
 CU0557* NAD 83(1986)-  32 18 41.     (N)    101 13 28.     (W)     SCALED    
 CU0557* NAVD 88     -       712.820  (meters)    2338.64   (feet)  ADJUSTED  
 CU0557  ___________________________________________________________________
 CU0557  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CU0557  DYNAMIC HT  -         711.858 (meters)    2335.49  (feet)  COMP
 CU0557  MODELED GRAV-     979,265.7   (mgal)                       NAVD 88
 CU0557
 CU0557  VERT ORDER  -  FIRST     CLASS II
 CU0557
 CU0557.The horizontal coordinates were scaled from a topographic map and have
 CU0557.an estimated accuracy of +/- 6 seconds.
 CU0557
 CU0557.The orthometric height was determined by differential leveling
 CU0557.and adjusted by the National Geodetic Survey in June 1991..
 CU0557
 CU0557.The geoid height was determined by GEOID03.
 CU0557
 CU0557.The dynamic height is computed by dividing the NAVD 88
 CU0557.geopotential number by the normal gravity value computed on the
 CU0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0557.degrees latitude (g = 980.6199 gals.).
 CU0557
 CU0557.The modeled gravity was interpolated from observed gravity values.
 CU0557
 CU0557;                    North         East    Units  Estimated Accuracy
 CU0557;SPC TXNC     - 2,074,820.      343,470.      MT  (+/- 180 meters Scaled)
 CU0557
 CU0557                          SUPERSEDED SURVEY CONTROL
 CU0557
 CU0557  NGVD 29 (??/??/92)  712.576  (m)         2337.84   (f) ADJ UNCH    1 2
 CU0557
 CU0557.Superseded values are not recommended for survey control.
 CU0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0557.See file dsdata.txt to determine how the superseded data were derived.
 CU0557
 CU0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA905771(NAD 83)
 CU0557_MARKER: DB = BENCH MARK DISK
 CU0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0557_STAMPING: C 1060 1956
 CU0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0557+STABILITY: SURFACE MOTION
 CU0557
 CU0557  HISTORY     - Date     Condition        Report By
 CU0557  HISTORY     - 1956     MONUMENTED       CGS
 CU0557
 CU0557                          STATION DESCRIPTION
 CU0557
 CU0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0557'5.0 MI NE FROM COAHOMA.
 CU0557'5.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0557'STATION AT COAHOMA, 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 48 FEET
 CU0557'NORTHWEST OF THE CENTER LINE OF OLD U.S. HIGHWAY 80, 16.5 FEET
 CU0557'SOUTHEAST OF THE 1ST POLE NORTHEAST OF MILEPOST 498, 2 FEET SOUTHEAST
 CU0557'OF A FENCE, 2.6 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CU0557'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0638 ***********************************************************************
 CU0638  DESIGNATION -  C 1061
 CU0638  PID         -  CU0638
 CU0638  STATE/COUNTY-  TX/MIDLAND
 CU0638  USGS QUAD   -  GERMANIA (1974)
 CU0638
 CU0638                         *CURRENT SURVEY CONTROL
 CU0638  ___________________________________________________________________
 CU0638* NAD 83(1986)-  32 02 36.     (N)    101 58 54.     (W)     SCALED    
 CU0638* NAVD 88     -       841.979  (meters)    2762.39   (feet)  ADJUSTED  
 CU0638  ___________________________________________________________________
 CU0638  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 CU0638  DYNAMIC HT  -         840.801 (meters)    2758.53  (feet)  COMP
 CU0638  MODELED GRAV-     979,212.1   (mgal)                       NAVD 88
 CU0638
 CU0638  VERT ORDER  -  FIRST     CLASS II
 CU0638
 CU0638.The horizontal coordinates were scaled from a topographic map and have
 CU0638.an estimated accuracy of +/- 6 seconds.
 CU0638
 CU0638.The orthometric height was determined by differential leveling
 CU0638.and adjusted by the National Geodetic Survey in June 1991..
 CU0638
 CU0638.The geoid height was determined by GEOID03.
 CU0638
 CU0638.The dynamic height is computed by dividing the NAVD 88
 CU0638.geopotential number by the normal gravity value computed on the
 CU0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0638.degrees latitude (g = 980.6199 gals.).
 CU0638
 CU0638.The modeled gravity was interpolated from observed gravity values.
 CU0638
 CU0638;                    North         East    Units  Estimated Accuracy
 CU0638;SPC TX C     - 3,264,640.      544,320.      MT  (+/- 180 meters Scaled)
 CU0638
 CU0638                          SUPERSEDED SURVEY CONTROL
 CU0638
 CU0638  NGVD 29 (??/??/92)  841.619  (m)         2761.21   (f) ADJ UNCH    1 2
 CU0638
 CU0638.Superseded values are not recommended for survey control.
 CU0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0638.See file dsdata.txt to determine how the superseded data were derived.
 CU0638
 CU0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA184491(NAD 83)
 CU0638_MARKER: DB = BENCH MARK DISK
 CU0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0638_STAMPING: C 1061 1956
 CU0638_MARK LOGO: CGS   
 CU0638_PROJECTION: PROJECTING 20 CENTIMETERS
 CU0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0638+STABILITY: SURFACE MOTION
 CU0638
 CU0638  HISTORY     - Date     Condition        Report By
 CU0638  HISTORY     - 1956     MONUMENTED       CGS
 CU0638  HISTORY     - 1982     GOOD             NGS
 CU0638  HISTORY     - 20000402 POOR             LOCSUR
 CU0638
 CU0638                          STATION DESCRIPTION
 CU0638
 CU0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0638'6.45 MI NE FROM MIDLAND.
 CU0638'6.45 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0638'STATION AT MIDLAND, 80.4 FEET NORTHWEST OF MILEPOST 547, 61 FEET
 CU0638'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST TRAFFIC LANE OF U.S.
 CU0638'HIGHWAY 80, 25.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 33.5 FEET
 CU0638'SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 CU0638'5.5 FEET SOUTHEAST OF A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST,
 CU0638'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 CU0638'GROUND.
 CU0638
 CU0638                          STATION RECOVERY (1982)
 CU0638
 CU0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0638'10.0 KM (6.2 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0638'FROM THE POST OFFICE IN MIDLAND, 18.6 METERS (61.0 FT) SOUTHEAST OF
 CU0638'THE CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 80, 12.2 METERS
 CU0638'(40.0 FT) SOUTHWEST OF MILEPOST 547 AND 7.8 METERS (25.6 FT) NORTHWEST
 CU0638'OF THE NEAR RAIL.
 CU0638'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CU0638'THE MARK IS 0.5 M BELOW THE TRACKS.
 CU0638
 CU0638                          STATION RECOVERY (2000)
 CU0638
 CU0638'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JW)
 CU0638'CONCRETE AROUND DISK HAS BEEN CRACKED AND CHIPPED.  MARK IS ON EARTH
 CU0638'BERM BETWEEN BORROW DITCH OF EAST-BOUND LANE OF BUSINESS HWY 20 (US
 CU0638'HIGHWAY 80) AND ROADBED OF UP RR TRACKS.  GENERAL VICINITY IS
 CU0638'OVERGROWN WITH MESQUITE BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0057 ***********************************************************************
 CC0057  DESIGNATION -  C 1062
 CC0057  PID         -  CC0057
 CC0057  STATE/COUNTY-  TX/ECTOR
 CC0057  USGS QUAD   -  ODESSA SW (1981)
 CC0057
 CC0057                         *CURRENT SURVEY CONTROL
 CC0057  ___________________________________________________________________
 CC0057* NAD 83(1986)-  31 49 31.     (N)    102 24 12.     (W)     SCALED    
 CC0057* NAVD 88     -       885.275  (meters)    2904.44   (feet)  ADJUSTED  
 CC0057  ___________________________________________________________________
 CC0057  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CC0057  DYNAMIC HT  -         884.026 (meters)    2900.34  (feet)  COMP
 CC0057  MODELED GRAV-     979,198.2   (mgal)                       NAVD 88
 CC0057
 CC0057  VERT ORDER  -  FIRST     CLASS II
 CC0057
 CC0057.The horizontal coordinates were scaled from a topographic map and have
 CC0057.an estimated accuracy of +/- 6 seconds.
 CC0057
 CC0057.The orthometric height was determined by differential leveling
 CC0057.and adjusted by the National Geodetic Survey in June 1991..
 CC0057
 CC0057.The geoid height was determined by GEOID03.
 CC0057
 CC0057.The dynamic height is computed by dividing the NAVD 88
 CC0057.geopotential number by the normal gravity value computed on the
 CC0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0057.degrees latitude (g = 980.6199 gals.).
 CC0057
 CC0057.The modeled gravity was interpolated from observed gravity values.
 CC0057
 CC0057;                    North         East    Units  Estimated Accuracy
 CC0057;SPC TX C     - 3,241,130.      504,040.      MT  (+/- 180 meters Scaled)
 CC0057
 CC0057                          SUPERSEDED SURVEY CONTROL
 CC0057
 CC0057  NGVD 29 (??/??/92)  884.890  (m)         2903.18   (f) ADJ UNCH    1 2
 CC0057
 CC0057.Superseded values are not recommended for survey control.
 CC0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0057.See file dsdata.txt to determine how the superseded data were derived.
 CC0057
 CC0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR457240(NAD 83)
 CC0057_MARKER: DB = BENCH MARK DISK
 CC0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0057_STAMPING: C 1062 1956
 CC0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0057+STABILITY: SURFACE MOTION
 CC0057
 CC0057  HISTORY     - Date     Condition        Report By
 CC0057  HISTORY     - 1956     MONUMENTED       CGS
 CC0057  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0057
 CC0057                          STATION DESCRIPTION
 CC0057
 CC0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0057'2.4 MI SW FROM ODESSA.
 CC0057'2.4 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0057'STATION AT ODESSA, 13.7 FEET SOUTHWEST OF THE 2ND POLE NORTHEAST OF
 CC0057'MILEPOST 576, 40.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 37 FEET
 CC0057'NORTHWEST OF THE CENTER LINE OF AN OILED ROAD, 3.9 FEET SOUTHWEST OF A
 CC0057'WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 CC0057'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CC0057
 CC0057                          STATION RECOVERY (1982)
 CC0057
 CC0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0217 ***********************************************************************
 CC0217  DESIGNATION -  C 1063
 CC0217  PID         -  CC0217
 CC0217  STATE/COUNTY-  TX/CRANE
 CC0217  USGS QUAD   -  COWDEN PLACE (1968)
 CC0217
 CC0217                         *CURRENT SURVEY CONTROL
 CC0217  ___________________________________________________________________
 CC0217* NAD 83(1986)-  31 38 54.     (N)    102 45 12.     (W)     SCALED    
 CC0217* NAVD 88     -       848.793  (meters)    2784.75   (feet)  ADJUSTED  
 CC0217  ___________________________________________________________________
 CC0217  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CC0217  DYNAMIC HT  -         847.616 (meters)    2780.89  (feet)  COMP
 CC0217  MODELED GRAV-     979,224.9   (mgal)                       NAVD 88
 CC0217
 CC0217  VERT ORDER  -  FIRST     CLASS II
 CC0217
 CC0217.The horizontal coordinates were scaled from a topographic map and have
 CC0217.an estimated accuracy of +/- 6 seconds.
 CC0217
 CC0217.The orthometric height was determined by differential leveling
 CC0217.and adjusted by the National Geodetic Survey in June 1991..
 CC0217
 CC0217.The geoid height was determined by GEOID03.
 CC0217
 CC0217.The dynamic height is computed by dividing the NAVD 88
 CC0217.geopotential number by the normal gravity value computed on the
 CC0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0217.degrees latitude (g = 980.6199 gals.).
 CC0217
 CC0217.The modeled gravity was interpolated from observed gravity values.
 CC0217
 CC0217;                    North         East    Units  Estimated Accuracy
 CC0217;SPC TX C     - 3,222,180.      470,490.      MT  (+/- 180 meters Scaled)
 CC0217
 CC0217                          SUPERSEDED SURVEY CONTROL
 CC0217
 CC0217  NGVD 29 (??/??/92)  848.454  (m)         2783.64   (f) ADJ UNCH    1 2
 CC0217
 CC0217.Superseded values are not recommended for survey control.
 CC0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0217.See file dsdata.txt to determine how the superseded data were derived.
 CC0217
 CC0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR130036(NAD 83)
 CC0217_MARKER: DB = BENCH MARK DISK
 CC0217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0217_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0217_STAMPING: C 1063 1956
 CC0217_MARK LOGO: CGS   
 CC0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0217
 CC0217  HISTORY     - Date     Condition        Report By
 CC0217  HISTORY     - 1956     MONUMENTED       CGS
 CC0217  HISTORY     - 1982     GOOD             NGS
 CC0217  HISTORY     - 20010217 GOOD             USPSQD
 CC0217
 CC0217                          STATION DESCRIPTION
 CC0217
 CC0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0217'9.1 MI NE FROM MONAHANS.
 CC0217'9.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0217'STATION AT MONAHANS, 81.3 FEET NORTH OF THE 10TH POLE SOUTHWEST OF
 CC0217'MILEPOST 600, 13 1/2 POLES SOUTHWEST OF AN ECTOR AND CRANE COUNTY LINE
 CC0217'MARKER, 136 YARDS SOUTHWEST OF THE STATION SIGN AT RANCH, 21 FEET
 CC0217'NORTH OF THE NORTH CORNER OF A HAND CAR SETOFF, 11.2 FEET SOUTHWEST OF
 CC0217'A POWER POLE, 71.1 FEET SOUTHEAST OF A FENCE, 2.6 FEET EAST OF A
 CC0217'WITNESS POST, 25.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 CC0217'TRACK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 CC0217'THE GROUND.
 CC0217
 CC0217                          STATION RECOVERY (1982)
 CC0217
 CC0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0217'14.7 KM (9.15 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0217'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.2 KM (0.1 MI)
 CC0217'WEST OF MILEPOST 600, 21.7 METERS (71.2 FT) SOUTHEAST OF A FENCE, 7.9
 CC0217'METERS (25.9 FT) NORTHWEST OF THE NEAR RAIL AND 3.8 METERS (12.5 FT)
 CC0217'SOUTHWEST OF A UTILITY POLE.
 CC0217'THE MARK IS 0.2 METERS  ENE FROM A WITNESS POST.
 CC0217'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CC0217
 CC0217                          STATION RECOVERY (2001)
 CC0217
 CC0217'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0450 ***********************************************************************
 CC0450  DESIGNATION -  C 1064
 CC0450  PID         -  CC0450
 CC0450  STATE/COUNTY-  TX/REEVES
 CC0450  USGS QUAD   -  PECOS WEST (1981)
 CC0450
 CC0450                         *CURRENT SURVEY CONTROL
 CC0450  ___________________________________________________________________
 CC0450* NAD 83(1986)-  31 23 19.     (N)    103 31 29.     (W)     SCALED    
 CC0450* NAVD 88     -       797.843  (meters)    2617.59   (feet)  POSTED    
 CC0450  ___________________________________________________________________
 CC0450  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CC0450  DYNAMIC HT  -         796.680 (meters)    2613.77  (feet)  COMP
 CC0450  MODELED GRAV-     979,155.7   (mgal)                       NAVD 88
 CC0450
 CC0450  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0450
 CC0450.The horizontal coordinates were scaled from a topographic map and have
 CC0450.an estimated accuracy of +/- 6 seconds.
 CC0450
 CC0450.The orthometric height was determined by differential leveling
 CC0450.and adjusted by the National Geodetic Survey in 1992..
 CC0450.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0450.rate of 0.0 thru 1.0 mm/km.
 CC0450
 CC0450.The geoid height was determined by GEOID03.
 CC0450
 CC0450.The dynamic height is computed by dividing the NAVD 88
 CC0450.geopotential number by the normal gravity value computed on the
 CC0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0450.degrees latitude (g = 980.6199 gals.).
 CC0450
 CC0450.The modeled gravity was interpolated from observed gravity values.
 CC0450
 CC0450;                    North         East    Units  Estimated Accuracy
 CC0450;SPC TX C     - 3,195,240.      396,520.      MT  (+/- 180 meters Scaled)
 CC0450
 CC0450                          SUPERSEDED SURVEY CONTROL
 CC0450
 CC0450  NGVD 29 (??/??/92)  797.733  (m)         2617.23   (f) ADJ UNCH    1 2
 CC0450
 CC0450.Superseded values are not recommended for survey control.
 CC0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0450.See file dsdata.txt to determine how the superseded data were derived.
 CC0450
 CC0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ402736(NAD 83)
 CC0450_MARKER: DB = BENCH MARK DISK
 CC0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0450_STAMPING: C 1064 1956
 CC0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0450+STABILITY: SURFACE MOTION
 CC0450
 CC0450  HISTORY     - Date     Condition        Report By
 CC0450  HISTORY     - 1956     MONUMENTED       CGS
 CC0450  HISTORY     - 1971     MARK NOT FOUND   USGS
 CC0450  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0450
 CC0450                          STATION DESCRIPTION
 CC0450
 CC0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0450'3.5 MI SW FROM PECOS.
 CC0450'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0450'THENCE 1.9 MILES SOUTH ALONG STATE HIGHWAY 17, 213 FEET WEST OF THE
 CC0450'CENTER LINE OF THE HIGHWAY, 110 FEET WEST OF THE WEST RAIL OF THE
 CC0450'PECOS VALLEY SOUTHERN RAILROAD, 113 FEET SOUTH OF THE CENTER LINE OF A
 CC0450'GRAVELED ROAD LEADING WEST, 5.2 FEET NORTHEAST OF THE WALL OF THE
 CC0450'TEXAN DRIVE IN THEATRE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 CC0450'FLUSH WITH THE GROUND, IN THE CENTER OF A FLOWER BED.
 CC0450
 CC0450                          STATION RECOVERY (1971)
 CC0450
 CC0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CC0450'MARK NOT FOUND.
 CC0450
 CC0450                          STATION RECOVERY (1981)
 CC0450
 CC0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0450'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0270 ***********************************************************************
 CC0270  DESIGNATION -  C 1065
 CC0270  PID         -  CC0270
 CC0270  STATE/COUNTY-  TX/WARD
 CC0270  USGS QUAD   -  PYOTE WEST (1981)
 CC0270
 CC0270                         *CURRENT SURVEY CONTROL
 CC0270  ___________________________________________________________________
 CC0270* NAD 83(1986)-  31 30 36.     (N)    103 12 11.     (W)     SCALED    
 CC0270* NAVD 88     -       796.274  (meters)    2612.44   (feet)  ADJUSTED  
 CC0270  ___________________________________________________________________
 CC0270  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CC0270  DYNAMIC HT  -         795.127 (meters)    2608.68  (feet)  COMP
 CC0270  MODELED GRAV-     979,174.6   (mgal)                       NAVD 88
 CC0270
 CC0270  VERT ORDER  -  FIRST     CLASS II
 CC0270
 CC0270.The horizontal coordinates were scaled from a topographic map and have
 CC0270.an estimated accuracy of +/- 6 seconds.
 CC0270
 CC0270.The orthometric height was determined by differential leveling
 CC0270.and adjusted by the National Geodetic Survey in June 1991..
 CC0270
 CC0270.The geoid height was determined by GEOID03.
 CC0270
 CC0270.The dynamic height is computed by dividing the NAVD 88
 CC0270.geopotential number by the normal gravity value computed on the
 CC0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0270.degrees latitude (g = 980.6199 gals.).
 CC0270
 CC0270.The modeled gravity was interpolated from observed gravity values.
 CC0270
 CC0270;                    North         East    Units  Estimated Accuracy
 CC0270;SPC TX C     - 3,207,860.      427,450.      MT  (+/- 180 meters Scaled)
 CC0270
 CC0270                          SUPERSEDED SURVEY CONTROL
 CC0270
 CC0270  NGVD 29 (??/??/92)  795.960  (m)         2611.41   (f) ADJ UNCH    1 2
 CC0270
 CC0270.Superseded values are not recommended for survey control.
 CC0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0270.See file dsdata.txt to determine how the superseded data were derived.
 CC0270
 CC0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ706875(NAD 83)
 CC0270_MARKER: DB = BENCH MARK DISK
 CC0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0270_SP_SET: CULVERT
 CC0270_STAMPING: C 1065 1956
 CC0270_MARK LOGO: CGS   
 CC0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0270
 CC0270  HISTORY     - Date     Condition        Report By
 CC0270  HISTORY     - 1956     MONUMENTED       CGS
 CC0270  HISTORY     - 1981     GOOD             NGS
 CC0270
 CC0270                          STATION DESCRIPTION
 CC0270
 CC0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0270'4.7 MI SW FROM PYOTE.
 CC0270'4.7 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0270'STATION AT PYOTE, 14 POLES NORTHEAST OF MILEPOST 629, 9.3 FEET
 CC0270'NORTHWEST OF THE NORTHWEST RAIL, 2 FEET BELOW THE TOP OF THE RAILS,
 CC0270'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 36
 CC0270'INCH CONCRETE PIPE CULVERT.
 CC0270
 CC0270                          STATION RECOVERY (1981)
 CC0270
 CC0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0270'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0270'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 31.2 KM (19.4 MI) NORTHEAST
 CC0270'ALONG THE MISSOURI PACIFIC RAILROAD, 0.6 KM (0.4 MI) NORTHEAST OF
 CC0270'RAILROAD MILE POST 629, 0.2 KM (0.1 MI) NORTHEAST OF HIGHWAY MILE
 CC0270'POST 61, IN TOP OF AND 0.2 METER (0.8 FT) NORTHEAST OF THE SOUTHWEST
 CC0270'END OF THE NORTHWEST HEADWALL OF A CONCRETE PIPE CULVERT, 2.8 METERS
 CC0270'(9.3 FT) NORTH-NORTHWEST OF THE NEAR RAIL.
 CC0270'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0307 ***********************************************************************
 CC0307  DESIGNATION -  C 1066
 CC0307  PID         -  CC0307
 CC0307  STATE/COUNTY-  TX/WARD
 CC0307  USGS QUAD   -  QUITO DRAW (1981)
 CC0307
 CC0307                         *CURRENT SURVEY CONTROL
 CC0307  ___________________________________________________________________
 CC0307* NAD 83(1986)-  31 29 41.     (N)    103 15 32.     (W)     SCALED    
 CC0307* NAVD 88     -       824.561  (meters)    2705.25   (feet)  ADJUSTED  
 CC0307  ___________________________________________________________________
 CC0307  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CC0307  DYNAMIC HT  -         823.366 (meters)    2701.33  (feet)  COMP
 CC0307  MODELED GRAV-     979,164.2   (mgal)                       NAVD 88
 CC0307
 CC0307  VERT ORDER  -  FIRST     CLASS II
 CC0307
 CC0307.The horizontal coordinates were scaled from a topographic map and have
 CC0307.an estimated accuracy of +/- 6 seconds.
 CC0307
 CC0307.The orthometric height was determined by differential leveling
 CC0307.and adjusted by the National Geodetic Survey in June 1991..
 CC0307
 CC0307.The geoid height was determined by GEOID03.
 CC0307
 CC0307.The dynamic height is computed by dividing the NAVD 88
 CC0307.geopotential number by the normal gravity value computed on the
 CC0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0307.degrees latitude (g = 980.6199 gals.).
 CC0307
 CC0307.The modeled gravity was interpolated from observed gravity values.
 CC0307
 CC0307;                    North         East    Units  Estimated Accuracy
 CC0307;SPC TX C     - 3,206,310.      422,100.      MT  (+/- 180 meters Scaled)
 CC0307
 CC0307                          SUPERSEDED SURVEY CONTROL
 CC0307
 CC0307  NGVD 29 (??/??/92)  824.222  (m)         2704.14   (f) ADJ UNCH    1 2
 CC0307
 CC0307.Superseded values are not recommended for survey control.
 CC0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0307.See file dsdata.txt to determine how the superseded data were derived.
 CC0307
 CC0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ653857(NAD 83)
 CC0307_MARKER: DB = BENCH MARK DISK
 CC0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0307_SP_SET: CULVERT
 CC0307_STAMPING: C 1066 1956
 CC0307_MARK LOGO: CGS   
 CC0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0307
 CC0307  HISTORY     - Date     Condition        Report By
 CC0307  HISTORY     - 1956     MONUMENTED       CGS
 CC0307  HISTORY     - 1963     GOOD             USGS
 CC0307  HISTORY     - 1981     GOOD             NGS
 CC0307
 CC0307                          STATION DESCRIPTION
 CC0307
 CC0307'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CC0307'6.8 MI NE FROM BARSTOW.
 CC0307'6.8 MILES NORTH EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0307'STATION AT BARSTOW, 14 1/2 NORTHEAST OF MILEPOST 634, 13.5 FEET
 CC0307'SOUTHEAST OF THE SOUTHEAST RAIL 6.6 FEET EAST OF THE EAST CORNER OF A
 CC0307'CONCRETE SEMAPHORE FOUNDATION (SEMAPHORE HAS BEEN REMOVED), 3 FEET
 CC0307'BELOW THE OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE
 CC0307'SOUTHEAST HEADWALL OF A 40 IN. CONCRETE PIPE CULVERT.  NOTE-- QUITO,
 CC0307'STATION AND SIDING HAVE ALL BEEN REMOVED.
 CC0307
 CC0307                          STATION RECOVERY (1981)
 CC0307
 CC0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0307'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0307'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 25.7 KM (15.95 MI) NORTHEAST
 CC0307'ALONG THE MISSOURI PACIFIC RAILROAD, 0.7 KM (0.45 MI) SOUTHWEST OF
 CC0307'HIGHWAY MILE POST 58, IN THE TOP CENTER OF EXPOSED ROCK OUTCROP,
 CC0307'35.1 METERS (115.0 FT) NORTHEAST OF THE NORTH CORNER OF SEMAPHORE
 CC0307'NUMBER 6321, 24.7 METERS (81.0 FT) SOUTHWEST OF THE FIRST POLE
 CC0307'SOUTHWEST OF MILE POST 632, 8.0 METERS (26.3 FT) NORTH-NORTHWEST
 CC0307'OF THE NEAR RAIL.
 CC0307'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CC0307'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0493 ***********************************************************************
 CD0493  DESIGNATION -  C 1067
 CD0493  PID         -  CD0493
 CD0493  STATE/COUNTY-  TX/HUDSPETH
 CD0493  USGS QUAD   -  PIERCE RANCH (1979)
 CD0493
 CD0493                         *CURRENT SURVEY CONTROL
 CD0493  ___________________________________________________________________
 CD0493* NAD 83(1986)-  31 15 01.     (N)    105 19 59.     (W)     SCALED    
 CD0493* NAVD 88     -      1391.586  (meters)    4565.56   (feet)  ADJUSTED  
 CD0493  ___________________________________________________________________
 CD0493  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 CD0493  DYNAMIC HT  -        1389.368 (meters)    4558.28  (feet)  COMP
 CD0493  MODELED GRAV-     978,997.7   (mgal)                       NAVD 88
 CD0493
 CD0493  VERT ORDER  -  FIRST     CLASS II
 CD0493
 CD0493.The horizontal coordinates were scaled from a topographic map and have
 CD0493.an estimated accuracy of +/- 6 seconds.
 CD0493
 CD0493.The orthometric height was determined by differential leveling
 CD0493.and adjusted by the National Geodetic Survey in June 1991..
 CD0493
 CD0493.The geoid height was determined by GEOID03.
 CD0493
 CD0493.The dynamic height is computed by dividing the NAVD 88
 CD0493.geopotential number by the normal gravity value computed on the
 CD0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0493.degrees latitude (g = 980.6199 gals.).
 CD0493
 CD0493.The modeled gravity was interpolated from observed gravity values.
 CD0493
 CD0493;                    North         East    Units  Estimated Accuracy
 CD0493;SPC TX C     - 3,186,250.      223,970.      MT  (+/- 180 meters Scaled)
 CD0493
 CD0493                          SUPERSEDED SURVEY CONTROL
 CD0493
 CD0493  NGVD 29 (??/??/92) 1390.983  (m)         4563.58   (f) ADJ UNCH    1 2
 CD0493
 CD0493.Superseded values are not recommended for survey control.
 CD0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0493.See file dsdata.txt to determine how the superseded data were derived.
 CD0493
 CD0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ682573(NAD 83)
 CD0493_MARKER: DB = BENCH MARK DISK
 CD0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0493_STAMPING: C 1067 1956
 CD0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0493+STABILITY: SURFACE MOTION
 CD0493
 CD0493  HISTORY     - Date     Condition        Report By
 CD0493  HISTORY     - 1956     MONUMENTED       CGS
 CD0493  HISTORY     - 1958     GOOD             NGS
 CD0493  HISTORY     - 1976     GOOD             USGS
 CD0493
 CD0493                          STATION DESCRIPTION
 CD0493
 CD0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0493'6.3 MI N FROM SIERRA BLANCA.
 CD0493'ABOUT 6.3 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND PACIFIC
 CD0493'RAILROAD STATION AT SIERRA BLANCA, AT THE MAIN ENTRANCE TO THE STEILER
 CD0493'RANCH AIRFIELD, 108 FEET EAST OF THE CENTER LINE OF THE ROAD, 25 FEET
 CD0493'SOUTH OF THE CENTER LINE OF A ROAD LEADING TO THE AIRFIELD, 60 1/2
 CD0493'FEET EAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 2 FEET NORTH OF A
 CD0493'FENCE, 61 1/2 FEET EAST OF ANOTHER FENCE, 2 FEET EAST OF A WHITE
 CD0493'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 CD0493'INCHES.
 CD0493
 CD0493                          STATION RECOVERY (1976)
 CD0493
 CD0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0493'ABOUT 6.3 MI. NORTH ALONG RANCH ROAD 1111 FROM THE SOUTHERN PACIFIC
 CD0493'RAILWAY STATION AT SIERRA BLANCA, AT THE ENTRANCE TO THE MILE HIGH
 CD0493'COMMUNITY AIRPORT, 110 FT. EAST OF THE ROAD, 50 FT. SOUTH OF THE
 CD0493'GRADED ROAD LEADING TO THE AIRPORT, 71 FT. SE. OF THE CENTER OF A
 CD0493'CATTLEGUARD, 28 FT. EAST OF A POWER POLE, 1 FT. NORTH OF A WOODEN
 CD0493'FENCE, AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0372 ***********************************************************************
 CC0372  DESIGNATION -  C 1068
 CC0372  PID         -  CC0372
 CC0372  STATE/COUNTY-  TX/REEVES
 CC0372  USGS QUAD   -  GOZAR (1970)
 CC0372
 CC0372                         *CURRENT SURVEY CONTROL
 CC0372  ___________________________________________________________________
 CC0372* NAD 83(1986)-  31 11 06.     (N)    103 58 23.     (W)     SCALED    
 CC0372* NAVD 88     -      1042.245  (meters)    3419.43   (feet)  ADJUSTED  
 CC0372  ___________________________________________________________________
 CC0372  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CC0372  DYNAMIC HT  -        1040.694 (meters)    3414.34  (feet)  COMP
 CC0372  MODELED GRAV-     979,115.9   (mgal)                       NAVD 88
 CC0372
 CC0372  VERT ORDER  -  FIRST     CLASS II
 CC0372
 CC0372.The horizontal coordinates were scaled from a topographic map and have
 CC0372.an estimated accuracy of +/- 6 seconds.
 CC0372
 CC0372.The orthometric height was determined by differential leveling
 CC0372.and adjusted by the National Geodetic Survey in June 1991..
 CC0372
 CC0372.The geoid height was determined by GEOID03.
 CC0372
 CC0372.The dynamic height is computed by dividing the NAVD 88
 CC0372.geopotential number by the normal gravity value computed on the
 CC0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0372.degrees latitude (g = 980.6199 gals.).
 CC0372
 CC0372.The modeled gravity was interpolated from observed gravity values.
 CC0372
 CC0372;                    North         East    Units  Estimated Accuracy
 CC0372;SPC TX C     - 3,173,990.      353,170.      MT  (+/- 180 meters Scaled)
 CC0372
 CC0372                          SUPERSEDED SURVEY CONTROL
 CC0372
 CC0372  NGVD 29 (??/??/92) 1041.860  (m)         3418.17   (f) ADJ UNCH    1 2
 CC0372
 CC0372.Superseded values are not recommended for survey control.
 CC0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0372.See file dsdata.txt to determine how the superseded data were derived.
 CC0372
 CC0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ978505(NAD 83)
 CC0372_MARKER: DB = BENCH MARK DISK
 CC0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0372_STAMPING: C 1068 1956
 CC0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0372+STABILITY: SURFACE MOTION
 CC0372
 CC0372  HISTORY     - Date     Condition        Report By
 CC0372  HISTORY     - 1956     MONUMENTED       CGS
 CC0372
 CC0372                          STATION DESCRIPTION
 CC0372
 CC0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0372'3.5 MI SW FROM GOZAR.
 CC0372'3.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0372'SECTION FOREMANS HOUSE AT GOZAR, 13.5 FEET NORTHEAST OF THE 1ST POLE
 CC0372'NORTHEAST OF MILEPOST 680, 45.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CC0372'13 FEET NORTHWEST OF THE CENTER LINE OF A SMALL LEVEE, 36 FEET
 CC0372'SOUTHEAST OF SEMAPHORE 680.0, 3 FEET SOUTHWEST OF A WITNESS POST, SET
 CC0372'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CC0372'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0109 ***********************************************************************
 CD0109  DESIGNATION -  C 1069
 CD0109  PID         -  CD0109
 CD0109  STATE/COUNTY-  TX/CULBERSON
 CD0109  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0109
 CD0109                         *CURRENT SURVEY CONTROL
 CD0109  ___________________________________________________________________
 CD0109* NAD 83(1986)-  31 03 54.     (N)    104 16 44.     (W)     SCALED    
 CD0109* NAVD 88     -      1303.331  (meters)    4276.01   (feet)  ADJUSTED  
 CD0109  ___________________________________________________________________
 CD0109  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 CD0109  DYNAMIC HT  -        1301.296 (meters)    4269.34  (feet)  COMP
 CD0109  MODELED GRAV-     979,033.5   (mgal)                       NAVD 88
 CD0109
 CD0109  VERT ORDER  -  FIRST     CLASS II
 CD0109
 CD0109.The horizontal coordinates were scaled from a topographic map and have
 CD0109.an estimated accuracy of +/- 6 seconds.
 CD0109
 CD0109.The orthometric height was determined by differential leveling
 CD0109.and adjusted by the National Geodetic Survey in June 1991..
 CD0109
 CD0109.The geoid height was determined by GEOID03.
 CD0109
 CD0109.The dynamic height is computed by dividing the NAVD 88
 CD0109.geopotential number by the normal gravity value computed on the
 CD0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0109.degrees latitude (g = 980.6199 gals.).
 CD0109
 CD0109.The modeled gravity was interpolated from observed gravity values.
 CD0109
 CD0109;                    North         East    Units  Estimated Accuracy
 CD0109;SPC TX C     - 3,161,690.      323,560.      MT  (+/- 180 meters Scaled)
 CD0109
 CD0109                          SUPERSEDED SURVEY CONTROL
 CD0109
 CD0109  NGVD 29 (??/??/92) 1302.820  (m)         4274.34   (f) ADJ UNCH    1 2
 CD0109
 CD0109.Superseded values are not recommended for survey control.
 CD0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0109.See file dsdata.txt to determine how the superseded data were derived.
 CD0109
 CD0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ687370(NAD 83)
 CD0109_MARKER: DB = BENCH MARK DISK
 CD0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0109_STAMPING: C 1069 1956
 CD0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0109+STABILITY: SURFACE MOTION
 CD0109
 CD0109  HISTORY     - Date     Condition        Report By
 CD0109  HISTORY     - 1956     MONUMENTED       CGS
 CD0109
 CD0109                          STATION DESCRIPTION
 CD0109
 CD0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0109'3.75 MI W FROM KENT.
 CD0109'3.75 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0109'AT KENT, 5 POLES WEST OF A CURVE IN THE RAILROAD, 143 FEET EAST OF A
 CD0109'FENCE CORNER, 110 FEET SOUTH OF THE SOUTH RAIL, 10.5 FEET SOUTH OF THE
 CD0109'6TH POLE WEST OF MILEPOST 702, 12.8 FEET NORTH OF A FENCE, 2 FEET
 CD0109'SOUTH OF A WITNESS POST, 7 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 CD0109'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0185 ***********************************************************************
 CC0185  DESIGNATION -  C 107
 CC0185  PID         -  CC0185
 CC0185  STATE/COUNTY-  TX/PECOS
 CC0185  USGS QUAD   -  DIAMOND Y SPRING (1974)
 CC0185
 CC0185                         *CURRENT SURVEY CONTROL
 CC0185  ___________________________________________________________________
 CC0185* NAD 83(1986)-  31 00 44.     (N)    102 53 03.     (W)     SCALED    
 CC0185* NAVD 88     -       849.123  (meters)    2785.83   (feet)  ADJUSTED  
 CC0185  ___________________________________________________________________
 CC0185  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CC0185  DYNAMIC HT  -         847.858 (meters)    2781.68  (feet)  COMP
 CC0185  MODELED GRAV-     979,123.8   (mgal)                       NAVD 88
 CC0185
 CC0185  VERT ORDER  -  FIRST     CLASS II
 CC0185
 CC0185.The horizontal coordinates were scaled from a topographic map and have
 CC0185.an estimated accuracy of +/- 6 seconds.
 CC0185
 CC0185.The orthometric height was determined by differential leveling
 CC0185.and adjusted by the National Geodetic Survey in June 1991..
 CC0185
 CC0185.The geoid height was determined by GEOID03.
 CC0185
 CC0185.The dynamic height is computed by dividing the NAVD 88
 CC0185.geopotential number by the normal gravity value computed on the
 CC0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0185.degrees latitude (g = 980.6199 gals.).
 CC0185
 CC0185.The modeled gravity was interpolated from observed gravity values.
 CC0185
 CC0185;                    North         East    Units  Estimated Accuracy
 CC0185;SPC TX C     - 3,151,950.      456,470.      MT  (+/- 180 meters Scaled)
 CC0185
 CC0185                          SUPERSEDED SURVEY CONTROL
 CC0185
 CC0185  NGVD 29 (??/??/92)  848.809  (m)         2784.80   (f) ADJ UNCH    1 2
 CC0185
 CC0185.Superseded values are not recommended for survey control.
 CC0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0185.See file dsdata.txt to determine how the superseded data were derived.
 CC0185
 CC0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ019328(NAD 83)
 CC0185_MARKER: DB = BENCH MARK DISK
 CC0185_SETTING: 66 = SET IN ROCK OUTCROP
 CC0185_SP_SET: BEDROCK
 CC0185_STAMPING: 2784.801 C 107 1933
 CC0185_MARK LOGO: CGS   
 CC0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0185+STABILITY: POSITION/ELEVATION WELL
 CC0185
 CC0185  HISTORY     - Date     Condition        Report By
 CC0185  HISTORY     - 1933     MONUMENTED       CGS
 CC0185  HISTORY     - 1958     MARK NOT FOUND   NGS
 CC0185  HISTORY     - 1981     GOOD             NGS
 CC0185
 CC0185                          STATION DESCRIPTION
 CC0185
 CC0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0185'9.3 MI N FROM FORT STOCKTON.
 CC0185'ON THE NEW HIGHWAY CUT-OFF EAST OF THE OLD HIGHWAY, AT STATION 430+34,
 CC0185'134 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN BEDROCK, AND
 CC0185'SURROUNDED BY A CIRCLE OF ROCKS.  A STANDARD DISK, STAMPED 2784.801 C
 CC0185'107 1933.  NOTE-- THE HIGHWAY HAS BEEN REROUTED AT THIS POINT.
 CC0185
 CC0185                          STATION RECOVERY (1981)
 CC0185
 CC0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0185'13.1 KM (8.15 MI) NORTH ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0185'WITH U. S. HIGHWAYS 290, 285 AND 67 IN FORT STOCKTON, 0.3 KM (0.2 MI)
 CC0185'SOUTH OF A DIRT CROSSROAD, IN THE NORTHEAST END OF A 6 BY 15 FT
 CC0185'EXPOSED AREA OF OUTCROPPING BEDROCK, 42.4 METERS (139.0 FT) WEST
 CC0185'OF THE CENTERLINE OF THE HIGHWAY AND 20.6 METERS (67.5 FT) WEST
 CC0185'OF A FENCE.
 CC0185'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0199 ***********************************************************************
 CD0199  DESIGNATION -  C 1070
 CD0199  PID         -  CD0199
 CD0199  STATE/COUNTY-  TX/CULBERSON
 CD0199  USGS QUAD   -  VAN HORN (1979)
 CD0199
 CD0199                         *CURRENT SURVEY CONTROL
 CD0199  ___________________________________________________________________
 CD0199* NAD 83(1986)-  31 02 29.     (N)    104 49 12.     (W)     SCALED    
 CD0199* NAVD 88     -      1225.678  (meters)    4021.25   (feet)  ADJUSTED  
 CD0199  ___________________________________________________________________
 CD0199  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0199  DYNAMIC HT  -        1223.748 (meters)    4014.91  (feet)  COMP
 CD0199  MODELED GRAV-     979,024.1   (mgal)                       NAVD 88
 CD0199
 CD0199  VERT ORDER  -  FIRST     CLASS II
 CD0199
 CD0199.The horizontal coordinates were scaled from a topographic map and have
 CD0199.an estimated accuracy of +/- 6 seconds.
 CD0199
 CD0199.The orthometric height was determined by differential leveling
 CD0199.and adjusted by the National Geodetic Survey in June 1991..
 CD0199.WARNING-Repeat measurements at this control monument indicate possible
 CD0199.vertical movement.
 CD0199
 CD0199.The geoid height was determined by GEOID03.
 CD0199
 CD0199.The dynamic height is computed by dividing the NAVD 88
 CD0199.geopotential number by the normal gravity value computed on the
 CD0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0199.degrees latitude (g = 980.6199 gals.).
 CD0199
 CD0199.The modeled gravity was interpolated from observed gravity values.
 CD0199
 CD0199;                    North         East    Units  Estimated Accuracy
 CD0199;SPC TX C     - 3,161,030.      271,860.      MT  (+/- 180 meters Scaled)
 CD0199
 CD0199                          SUPERSEDED SURVEY CONTROL
 CD0199
 CD0199  NGVD 29 (??/??/92) 1224.972  (m)         4018.93   (f) ADJ UNCH    1 2
 CD0199
 CD0199.Superseded values are not recommended for survey control.
 CD0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0199.See file dsdata.txt to determine how the superseded data were derived.
 CD0199
 CD0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ171342(NAD 83)
 CD0199_MARKER: DB = BENCH MARK DISK
 CD0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0199_STAMPING: C 1070 1956
 CD0199_PROJECTION: PROJECTING 30 CENTIMETERS
 CD0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0199+STABILITY: SURFACE MOTION
 CD0199
 CD0199  HISTORY     - Date     Condition        Report By
 CD0199  HISTORY     - 1956     MONUMENTED       CGS
 CD0199  HISTORY     - 1981     GOOD             NGS
 CD0199
 CD0199                          STATION DESCRIPTION
 CD0199
 CD0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0199'0.8 MI E FROM VAN HORN.
 CD0199'0.8 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CD0199'VAN HORN, 17.5 FEET SOUTHEAST OF THE 13TH POLE EAST OF MILEPOST 735,
 CD0199'159 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 51.3 FEET SOUTH
 CD0199'OF THE SOUTH RAIL OF THE MAIN TRACK, 3 FEET NORTH OF A WITNESS POST, 6
 CD0199'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 CD0199'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0199
 CD0199                          STATION RECOVERY (1981)
 CD0199
 CD0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0199'IN VAN HORN, AT THE INTERSECTION OF U.S. HIGHWAY 89 BUSINESS EAST
 CD0199'AND EAST BROADWAY AVENUE, 0.6 KM (0.4 MI) WEST OF THE MISSOURI PACIFIC
 CD0199'RAILROAD MILE POST 735, 48.5 METERS (159.0 FT) NORTH OF THE CENTERLINE
 CD0199'OF THE AVENUE, 44.8 METERS (147.0 FT) NORTHEAST OF THE NORTHEAST
 CD0199'CORNER OF THE WAGON YARD PHILLIPS 66 SERVICE STATION, 15.6 METERS
 CD0199'(51.3 FT) SOUTH OF THE NEAR RAIL, 7.0 METERS (23.0 FT) NORTHWEST OF
 CD0199'THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 4.8 METERS
 CD0199'(15.6 FT) SOUTHEAST OF A UTILITY POLE, AND 2.3 METERS (7.4 FT)
 CD0199'WEST-NORTHWEST OF A UTILITY POLE WITH A METER.  NOTE=MARK IS LEANING
 CD0199'SLIGHTLY TO THE WEST.
 CD0199'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0199'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0645 ***********************************************************************
 CD0645  DESIGNATION -  C 1071
 CD0645  PID         -  CD0645
 CD0645  STATE/COUNTY-  TX/HUDSPETH
 CD0645  USGS QUAD   -  FORT HANCOCK (1972)
 CD0645
 CD0645                         *CURRENT SURVEY CONTROL
 CD0645  ___________________________________________________________________
 CD0645* NAD 83(1986)-  31 18 00.     (N)    105 50 39.     (W)     SCALED    
 CD0645* NAVD 88     -      1096.525  (meters)    3597.52   (feet)  ADJUSTED  
 CD0645  ___________________________________________________________________
 CD0645  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CD0645  DYNAMIC HT  -        1094.806 (meters)    3591.88  (feet)  COMP
 CD0645  MODELED GRAV-     979,036.4   (mgal)                       NAVD 88
 CD0645
 CD0645  VERT ORDER  -  FIRST     CLASS II
 CD0645
 CD0645.The horizontal coordinates were scaled from a topographic map and have
 CD0645.an estimated accuracy of +/- 6 seconds.
 CD0645
 CD0645.The orthometric height was determined by differential leveling
 CD0645.and adjusted by the National Geodetic Survey in June 1991..
 CD0645
 CD0645.The geoid height was determined by GEOID03.
 CD0645
 CD0645.The dynamic height is computed by dividing the NAVD 88
 CD0645.geopotential number by the normal gravity value computed on the
 CD0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0645.degrees latitude (g = 980.6199 gals.).
 CD0645
 CD0645.The modeled gravity was interpolated from observed gravity values.
 CD0645
 CD0645;                    North         East    Units  Estimated Accuracy
 CD0645;SPC TX C     - 3,194,060.      175,620.      MT  (+/- 180 meters Scaled)
 CD0645
 CD0645                          SUPERSEDED SURVEY CONTROL
 CD0645
 CD0645  NGVD 29 (??/??/92) 1095.944  (m)         3595.61   (f) ADJ UNCH    1 2
 CD0645
 CD0645.Superseded values are not recommended for survey control.
 CD0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0645.See file dsdata.txt to determine how the superseded data were derived.
 CD0645
 CD0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ196631(NAD 83)
 CD0645_MARKER: DB = BENCH MARK DISK
 CD0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0645_SP_SET: FOUNDATION
 CD0645_STAMPING: C 1071 1956
 CD0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0645
 CD0645  HISTORY     - Date     Condition        Report By
 CD0645  HISTORY     - 1956     MONUMENTED       CGS
 CD0645  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0645
 CD0645                          STATION DESCRIPTION
 CD0645
 CD0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0645'IN FORT HANCOCK.
 CD0645'AT FORT HANCOCK, 173.4 FEET WEST OF THE WEST CORNER OF THE TEXAS AND
 CD0645'NEW ORLEANS RAILROAD STATION, 73.2 FEET SOUTHWEST OF THE SOUTHWEST
 CD0645'RAIL OF THE MAIN TRACK, 1.5 FEET ABOVE THE GROUND, SET IN THE TOP OF
 CD0645'THE NORTHWEST SIDE OF THE FOUNDATION OF THE NORTH LEG OF THE RAILROAD
 CD0645'WATER TANK.
 CD0645
 CD0645                          STATION RECOVERY (1981)
 CD0645
 CD0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0570 ***********************************************************************
 CD0570  DESIGNATION -  C 1072
 CD0570  PID         -  CD0570
 CD0570  STATE/COUNTY-  TX/HUDSPETH
 CD0570  USGS QUAD   -  LASCA (1979)
 CD0570
 CD0570                         *CURRENT SURVEY CONTROL
 CD0570  ___________________________________________________________________
 CD0570* NAD 83(1986)-  31 11 46.     (N)    105 26 19.     (W)     SCALED    
 CD0570* NAVD 88     -      1414.651  (meters)    4641.23   (feet)  ADJUSTED  
 CD0570  ___________________________________________________________________
 CD0570  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CD0570  DYNAMIC HT  -        1412.382 (meters)    4633.79  (feet)  COMP
 CD0570  MODELED GRAV-     978,987.4   (mgal)                       NAVD 88
 CD0570
 CD0570  VERT ORDER  -  FIRST     CLASS II
 CD0570
 CD0570.The horizontal coordinates were scaled from a topographic map and have
 CD0570.an estimated accuracy of +/- 6 seconds.
 CD0570
 CD0570.The orthometric height was determined by differential leveling
 CD0570.and adjusted by the National Geodetic Survey in June 1991..
 CD0570
 CD0570.The geoid height was determined by GEOID03.
 CD0570
 CD0570.The dynamic height is computed by dividing the NAVD 88
 CD0570.geopotential number by the normal gravity value computed on the
 CD0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0570.degrees latitude (g = 980.6199 gals.).
 CD0570
 CD0570.The modeled gravity was interpolated from observed gravity values.
 CD0570
 CD0570;                    North         East    Units  Estimated Accuracy
 CD0570;SPC TX C     - 3,180,710.      213,650.      MT  (+/- 180 meters Scaled)
 CD0570
 CD0570                          SUPERSEDED SURVEY CONTROL
 CD0570
 CD0570  NGVD 29 (??/??/92) 1414.048  (m)         4639.26   (f) ADJ UNCH    1 2
 CD0570
 CD0570.Superseded values are not recommended for survey control.
 CD0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0570.See file dsdata.txt to determine how the superseded data were derived.
 CD0570
 CD0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ582514(NAD 83)
 CD0570_MARKER: DB = BENCH MARK DISK
 CD0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0570_STAMPING: C 1072 1956
 CD0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0570+STABILITY: SURFACE MOTION
 CD0570
 CD0570  HISTORY     - Date     Condition        Report By
 CD0570  HISTORY     - 1956     MONUMENTED       CGS
 CD0570
 CD0570                          STATION DESCRIPTION
 CD0570
 CD0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0570'5.0 MI W FROM SIERRA BLANCA.
 CD0570'5.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0570'STATION AT SIERRA BLANCA, 22 FEET WEST OF MILEPOST 742, 45.5 FEET
 CD0570'SOUTH OF THE SOUTH RAIL, 1.8 FEET SOUTH OF A WITNESS POST, 18 FEET
 CD0570'NORTH OF THE NORTH SIDE OF A DITCH, SET IN THE TOP OF A CONCRETE POST
 CD0570'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0014 ***********************************************************************
 CE0014  DESIGNATION -  C 1073
 CE0014  PID         -  CE0014
 CE0014  STATE/COUNTY-  TX/EL PASO
 CE0014  USGS QUAD   -  CLINT (1995)
 CE0014
 CE0014                         *CURRENT SURVEY CONTROL
 CE0014  ___________________________________________________________________
 CE0014* NAD 83(1986)-  31 33 51.     (N)    106 12 11.     (W)     SCALED    
 CE0014* NAVD 88     -      1105.618  (meters)    3627.35   (feet)  ADJUSTED  
 CE0014  ___________________________________________________________________
 CE0014  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0014  DYNAMIC HT  -        1103.926 (meters)    3621.80  (feet)  COMP
 CE0014  MODELED GRAV-     979,072.6   (mgal)                       NAVD 88
 CE0014
 CE0014  VERT ORDER  -  FIRST     CLASS II
 CE0014
 CE0014.The horizontal coordinates were scaled from a topographic map and have
 CE0014.an estimated accuracy of +/- 6 seconds.
 CE0014
 CE0014.The orthometric height was determined by differential leveling
 CE0014.and adjusted by the National Geodetic Survey in June 1991..
 CE0014
 CE0014.The geoid height was determined by GEOID03.
 CE0014
 CE0014.The dynamic height is computed by dividing the NAVD 88
 CE0014.geopotential number by the normal gravity value computed on the
 CE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0014.degrees latitude (g = 980.6199 gals.).
 CE0014
 CE0014.The modeled gravity was interpolated from observed gravity values.
 CE0014
 CE0014;                    North         East    Units  Estimated Accuracy
 CE0014;SPC TX C     - 3,225,050.      143,040.      MT  (+/- 180 meters Scaled)
 CE0014
 CE0014                          SUPERSEDED SURVEY CONTROL
 CE0014
 CE0014  NGVD 29 (??/??/92) 1105.074  (m)         3625.56   (f) ADJ UNCH    1 2
 CE0014
 CE0014.Superseded values are not recommended for survey control.
 CE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0014.See file dsdata.txt to determine how the superseded data were derived.
 CE0014
 CE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ858927(NAD 83)
 CE0014_MARKER: DB = BENCH MARK DISK
 CE0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0014_STAMPING: C 1073 1956
 CE0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0014+STABILITY: SURFACE MOTION
 CE0014
 CE0014  HISTORY     - Date     Condition        Report By
 CE0014  HISTORY     - 1956     MONUMENTED       CGS
 CE0014  HISTORY     - 19920507 MARK NOT FOUND   USGS
 CE0014
 CE0014                          STATION DESCRIPTION
 CE0014
 CE0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0014'2.3 MI SE FROM CLINT.
 CE0014'2.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0014'STATION AT CLINT, 4 1/2 RAILS NORTHWEST OF THE CENTER OF A ROAD
 CE0014'CROSSING, 75 FEET EAST OF MILEPOST 805, 29.8 FEET NORTHEAST OF THE
 CE0014'NORTHEAST RAIL, 35.4 FEET NORTHWEST OF A TELEPHONE POLE, IN LINE WITH
 CE0014'A ROW OF TELEPHONE POLES, 1.6 FEET NORTHWEST OF A WITNESS POST, SET IN
 CE0014'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CE0014
 CE0014                          STATION RECOVERY (1992)
 CE0014
 CE0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0643 ***********************************************************************
 CD0643  DESIGNATION -  C 1074
 CD0643  PID         -  CD0643
 CD0643  STATE/COUNTY-  TX/HUDSPETH
 CD0643  USGS QUAD   -  FORT HANCOCK (1972)
 CD0643
 CD0643                         *CURRENT SURVEY CONTROL
 CD0643  ___________________________________________________________________
 CD0643* NAD 83(1986)-  31 17 04.     (N)    105 49 13.     (W)     SCALED    
 CD0643* NAVD 88     -      1093.124  (meters)    3586.36   (feet)  ADJUSTED  
 CD0643  ___________________________________________________________________
 CD0643  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CD0643  DYNAMIC HT  -        1091.413 (meters)    3580.74  (feet)  COMP
 CD0643  MODELED GRAV-     979,038.3   (mgal)                       NAVD 88
 CD0643
 CD0643  VERT ORDER  -  FIRST     CLASS II
 CD0643
 CD0643.The horizontal coordinates were scaled from a topographic map and have
 CD0643.an estimated accuracy of +/- 6 seconds.
 CD0643
 CD0643.The orthometric height was determined by differential leveling
 CD0643.and adjusted by the National Geodetic Survey in June 1991..
 CD0643
 CD0643.The geoid height was determined by GEOID03.
 CD0643
 CD0643.The dynamic height is computed by dividing the NAVD 88
 CD0643.geopotential number by the normal gravity value computed on the
 CD0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0643.degrees latitude (g = 980.6199 gals.).
 CD0643
 CD0643.The modeled gravity was interpolated from observed gravity values.
 CD0643
 CD0643;                    North         East    Units  Estimated Accuracy
 CD0643;SPC TX C     - 3,192,220.      177,800.      MT  (+/- 180 meters Scaled)
 CD0643
 CD0643                          SUPERSEDED SURVEY CONTROL
 CD0643
 CD0643  NGVD 29 (??/??/92) 1092.548  (m)         3584.47   (f) ADJ UNCH    1 2
 CD0643
 CD0643.Superseded values are not recommended for survey control.
 CD0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0643.See file dsdata.txt to determine how the superseded data were derived.
 CD0643
 CD0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ219614(NAD 83)
 CD0643_MARKER: DB = BENCH MARK DISK
 CD0643_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0643_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0643_STAMPING: C 1074 1956
 CD0643_MARK LOGO: CGS   
 CD0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 CD0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0643
 CD0643  HISTORY     - Date     Condition        Report By
 CD0643  HISTORY     - 1956     MONUMENTED       CGS
 CD0643  HISTORY     - 19910215 MARK NOT FOUND   LOCENG
 CD0643
 CD0643                          STATION DESCRIPTION
 CD0643
 CD0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0643'1.4 MI SE FROM FORT HANCOCK.
 CD0643'1.4 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0643'STATION AT FORT HANCOCK, 24.6 FEET NORTHWEST OF THE 15TH POLE
 CD0643'NORTHWEST OF MILEPOST 774, 5 RAILS SOUTHEAST OF THE SOUTHEAST END OF
 CD0643'TRESTLE 774.41, 42.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5.6 FEET
 CD0643'NORTHEAST OF A FENCE, 1.6 FEET SOUTHWEST OF A WITNESS POST, IN LINE
 CD0643'WITH A ROW OF TELEPHONE POLES, 1.2 MILES NORTHWEST OF BENCH MARK D
 CD0643'1074, SET IN THE TOP OF A 4 INCH CONCRETE PIPE WHICH IS FILLED WITH
 CD0643'CONCRETE AND PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0643
 CD0643                          STATION RECOVERY (1991)
 CD0643
 CD0643'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 CD0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0829 ***********************************************************************
 AY0829  DESIGNATION -  C 1075
 AY0829  PID         -  AY0829
 AY0829  STATE/COUNTY-  TX/BEXAR
 AY0829  USGS QUAD   -  MACDONA (1991)
 AY0829
 AY0829                         *CURRENT SURVEY CONTROL
 AY0829  ___________________________________________________________________
 AY0829* NAD 83(1986)-  29 15 43.     (N)    098 44 24.     (W)     SCALED    
 AY0829* NAVD 88     -       206.863  (meters)     678.68   (feet)  ADJUSTED  
 AY0829  ___________________________________________________________________
 AY0829  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AY0829  DYNAMIC HT  -         206.566 (meters)     677.71  (feet)  COMP
 AY0829  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 AY0829
 AY0829  VERT ORDER  -  FIRST     CLASS II
 AY0829
 AY0829.The horizontal coordinates were scaled from a topographic map and have
 AY0829.an estimated accuracy of +/- 6 seconds.
 AY0829
 AY0829.The orthometric height was determined by differential leveling
 AY0829.and adjusted by the National Geodetic Survey in June 1991..
 AY0829
 AY0829.The geoid height was determined by GEOID03.
 AY0829
 AY0829.The dynamic height is computed by dividing the NAVD 88
 AY0829.geopotential number by the normal gravity value computed on the
 AY0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0829.degrees latitude (g = 980.6199 gals.).
 AY0829
 AY0829.The modeled gravity was interpolated from observed gravity values.
 AY0829
 AY0829;                    North         East    Units  Estimated Accuracy
 AY0829;SPC TXSC     - 4,158,360.      625,270.      MT  (+/- 180 meters Scaled)
 AY0829
 AY0829                          SUPERSEDED SURVEY CONTROL
 AY0829
 AY0829  NGVD 29 (??/??/92)  206.741  (m)          678.28   (f) ADJ UNCH    1 2
 AY0829
 AY0829.Superseded values are not recommended for survey control.
 AY0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0829.See file dsdata.txt to determine how the superseded data were derived.
 AY0829
 AY0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT252370(NAD 83)
 AY0829_MARKER: DB = BENCH MARK DISK
 AY0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0829_STAMPING: C 1075 1956
 AY0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0829+STABILITY: SURFACE MOTION
 AY0829
 AY0829  HISTORY     - Date     Condition        Report By
 AY0829  HISTORY     - 1956     MONUMENTED       CGS
 AY0829  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0829  HISTORY     - 19991210 MARK NOT FOUND   USPSQD
 AY0829
 AY0829                          STATION DESCRIPTION
 AY0829
 AY0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0829'3.3 MI SW FROM SAS JUNCTION.
 AY0829'3.3 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0829'RAILROAD FROM THE STATION SIGN AT SAS JUNCTION, AT A ROAD CROSSING, 2
 AY0829'POLES SOUTHWEST OF MILEPOST 278, 34.4 FEET NORTHWEST OF THE NORTHWEST
 AY0829'RAIL, 56 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 10 FEET SOUTH OF
 AY0829'A TELEPHONE POLE, 2.4 FEET NORTHWEST OF A WITNESS POST, 1.0 MILE
 AY0829'NORTHEAST OF BENCH MARK C 1002, SET IN THE TOP OF A CONCRETE POST
 AY0829'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0829
 AY0829                          STATION RECOVERY (1986)
 AY0829
 AY0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0829'MARK NOT FOUND.
 AY0829
 AY0829                          STATION RECOVERY (1999)
 AY0829
 AY0829'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0166 ***********************************************************************
 AO0166  DESIGNATION -  C 1076
 AO0166  PID         -  AO0166
 AO0166  STATE/COUNTY-  TX/FRIO
 AO0166  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0166
 AO0166                         *CURRENT SURVEY CONTROL
 AO0166  ___________________________________________________________________
 AO0166* NAD 83(1986)-  28 59 00.     (N)    099 04 03.     (W)     SCALED    
 AO0166* NAVD 88     -       207.705  (meters)     681.45   (feet)  ADJUSTED  
 AO0166  ___________________________________________________________________
 AO0166  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AO0166  DYNAMIC HT  -         207.403 (meters)     680.45  (feet)  COMP
 AO0166  MODELED GRAV-     979,186.0   (mgal)                       NAVD 88
 AO0166
 AO0166  VERT ORDER  -  FIRST     CLASS II
 AO0166
 AO0166.The horizontal coordinates were scaled from a topographic map and have
 AO0166.an estimated accuracy of +/- 6 seconds.
 AO0166
 AO0166.The orthometric height was determined by differential leveling
 AO0166.and adjusted by the National Geodetic Survey in June 1991..
 AO0166
 AO0166.The geoid height was determined by GEOID03.
 AO0166
 AO0166.The dynamic height is computed by dividing the NAVD 88
 AO0166.geopotential number by the normal gravity value computed on the
 AO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0166.degrees latitude (g = 980.6199 gals.).
 AO0166
 AO0166.The modeled gravity was interpolated from observed gravity values.
 AO0166
 AO0166;                    North         East    Units  Estimated Accuracy
 AO0166;SPC TXSC     - 4,127,450.      593,420.      MT  (+/- 180 meters Scaled)
 AO0166
 AO0166                          SUPERSEDED SURVEY CONTROL
 AO0166
 AO0166  NGVD 29 (??/??/92)  207.581  (m)          681.04   (f) ADJ UNCH    1 2
 AO0166
 AO0166.Superseded values are not recommended for survey control.
 AO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0166.See file dsdata.txt to determine how the superseded data were derived.
 AO0166
 AO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT934061(NAD 83)
 AO0166_MARKER: DB = BENCH MARK DISK
 AO0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0166_SP_SET: CULVERT
 AO0166_STAMPING: C 1076 1956
 AO0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0166+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 AO0166
 AO0166  HISTORY     - Date     Condition        Report By
 AO0166  HISTORY     - 1956     MONUMENTED       CGS
 AO0166  HISTORY     - 1987     GOOD             USPSQD
 AO0166  HISTORY     - 19960806 GOOD             USPSQD
 AO0166  HISTORY     - 19980204 GOOD             USPSQD
 AO0166  HISTORY     - 20030523 GOOD             USPSQD
 AO0166
 AO0166                          STATION DESCRIPTION
 AO0166
 AO0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0166'6.6 MI N FROM PEARSALL.
 AO0166'6.6 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0166'FROM THE STATION AT PEARSALL, 113 FEET WEST OF THE WEST RAIL, 26 FEET
 AO0166'EAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 111 FEET WEST OF THE WEST
 AO0166'SIDE OF TRESTLE 306.2, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 AO0166'TOP OF THE SOUTH END OF THE EAST HEADWALL OF A 6 CHANNEL CONCRETE
 AO0166'CULVERT UNDER THE HIGHWAY.
 AO0166
 AO0166                          STATION RECOVERY (1987)
 AO0166
 AO0166'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AO0166'RECOVERED IN GOOD CONDITION.
 AO0166
 AO0166                          STATION RECOVERY (1996)
 AO0166
 AO0166'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0166'RECOVERED IN GOOD CONDITION.
 AO0166
 AO0166                          STATION RECOVERY (1998)
 AO0166
 AO0166'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0166'RECOVERED IN GOOD CONDITION.
 AO0166
 AO0166                          STATION RECOVERY (2003)
 AO0166
 AO0166'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0210 ***********************************************************************
 AO0210  DESIGNATION -  C 1077
 AO0210  PID         -  AO0210
 AO0210  STATE/COUNTY-  TX/FRIO
 AO0210  USGS QUAD   -  DILLEY (1974)
 AO0210
 AO0210                         *CURRENT SURVEY CONTROL
 AO0210  ___________________________________________________________________
 AO0210* NAD 83(1986)-  28 39 19.     (N)    099 10 25.     (W)     SCALED    
 AO0210* NAVD 88     -       165.004  (meters)     541.35   (feet)  ADJUSTED  
 AO0210  ___________________________________________________________________
 AO0210  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AO0210  DYNAMIC HT  -         164.760 (meters)     540.55  (feet)  COMP
 AO0210  MODELED GRAV-     979,159.5   (mgal)                       NAVD 88
 AO0210
 AO0210  VERT ORDER  -  FIRST     CLASS II
 AO0210
 AO0210.The horizontal coordinates were scaled from a topographic map and have
 AO0210.an estimated accuracy of +/- 6 seconds.
 AO0210
 AO0210.The orthometric height was determined by differential leveling
 AO0210.and adjusted by the National Geodetic Survey in June 1991..
 AO0210.WARNING-Repeat measurements at this control monument indicate possible
 AO0210.vertical movement.
 AO0210
 AO0210.The geoid height was determined by GEOID03.
 AO0210
 AO0210.The dynamic height is computed by dividing the NAVD 88
 AO0210.geopotential number by the normal gravity value computed on the
 AO0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0210.degrees latitude (g = 980.6199 gals.).
 AO0210
 AO0210.The modeled gravity was interpolated from observed gravity values.
 AO0210
 AO0210;                    North         East    Units  Estimated Accuracy
 AO0210;SPC TXSC     - 4,091,110.      583,030.      MT  (+/- 180 meters Scaled)
 AO0210
 AO0210                          SUPERSEDED SURVEY CONTROL
 AO0210
 AO0210  NGVD 29 (??/??/92)  164.878  (m)          540.94   (f) ADJ UNCH    1 2
 AO0210
 AO0210.Superseded values are not recommended for survey control.
 AO0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0210.See file dsdata.txt to determine how the superseded data were derived.
 AO0210
 AO0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS830698(NAD 83)
 AO0210_MARKER: DB = BENCH MARK DISK
 AO0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0210_STAMPING: C 1077 1956
 AO0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0210+STABILITY: SURFACE MOTION
 AO0210
 AO0210  HISTORY     - Date     Condition        Report By
 AO0210  HISTORY     - 1956     MONUMENTED       CGS
 AO0210  HISTORY     - 1958     GOOD             NGS
 AO0210  HISTORY     - 19941027 MARK NOT FOUND   USPSQD
 AO0210  HISTORY     - 19961017 MARK NOT FOUND   USPSQD
 AO0210  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 AO0210
 AO0210                          STATION DESCRIPTION
 AO0210
 AO0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0210'1.1 MI S FROM DILLEY.
 AO0210'1.1 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0210'FROM THE STATION AT DILLEY, AT A PRIVATE ROAD CROSSING, 45.8 FEET EAST
 AO0210'OF THE EAST RAIL, 57 FEET NORTH OF A FENCE CORNER, 34 FEET NORTH OF
 AO0210'THE CENTER LINE OF A PRIVATE ROAD, 2 FEET WEST OF A FENCE, 1.4 FEET
 AO0210'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0210'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AO0210
 AO0210                          STATION RECOVERY (1958)
 AO0210
 AO0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0210'RECOVERED IN GOOD CONDITION.
 AO0210
 AO0210                          STATION RECOVERY (1994)
 AO0210
 AO0210'RECOVERY NOTE BY US POWER SQUADRON 1994
 AO0210'MARK NOT FOUND.
 AO0210
 AO0210                          STATION RECOVERY (1996)
 AO0210
 AO0210'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0210'MARK NOT FOUND.
 AO0210
 AO0210                          STATION RECOVERY (2003)
 AO0210
 AO0210'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0269 ***********************************************************************
 AO0269  DESIGNATION -  C 1078
 AO0269  PID         -  AO0269
 AO0269  STATE/COUNTY-  TX/LA SALLE
 AO0269  USGS QUAD   -  HARRIS LAKE (1974)
 AO0269
 AO0269                         *CURRENT SURVEY CONTROL
 AO0269  ___________________________________________________________________
 AO0269* NAD 83(1986)-  28 23 11.     (N)    099 15 33.     (W)     SCALED    
 AO0269* NAVD 88     -       133.668  (meters)     438.54   (feet)  ADJUSTED  
 AO0269  ___________________________________________________________________
 AO0269  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AO0269  DYNAMIC HT  -         133.466 (meters)     437.88  (feet)  COMP
 AO0269  MODELED GRAV-     979,132.2   (mgal)                       NAVD 88
 AO0269
 AO0269  VERT ORDER  -  FIRST     CLASS II
 AO0269
 AO0269.The horizontal coordinates were scaled from a topographic map and have
 AO0269.an estimated accuracy of +/- 6 seconds.
 AO0269
 AO0269.The orthometric height was determined by differential leveling
 AO0269.and adjusted by the National Geodetic Survey in June 1991..
 AO0269.WARNING-Repeat measurements at this control monument indicate possible
 AO0269.vertical movement.
 AO0269
 AO0269.The geoid height was determined by GEOID03.
 AO0269
 AO0269.The dynamic height is computed by dividing the NAVD 88
 AO0269.geopotential number by the normal gravity value computed on the
 AO0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0269.degrees latitude (g = 980.6199 gals.).
 AO0269
 AO0269.The modeled gravity was interpolated from observed gravity values.
 AO0269
 AO0269;                    North         East    Units  Estimated Accuracy
 AO0269;SPC TXSC     - 4,061,320.      574,600.      MT  (+/- 180 meters Scaled)
 AO0269
 AO0269                          SUPERSEDED SURVEY CONTROL
 AO0269
 AO0269  NGVD 29 (??/??/92)  133.549  (m)          438.15   (f) ADJ UNCH    1 2
 AO0269
 AO0269.Superseded values are not recommended for survey control.
 AO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0269.See file dsdata.txt to determine how the superseded data were derived.
 AO0269
 AO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS746400(NAD 83)
 AO0269_MARKER: DB = BENCH MARK DISK
 AO0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0269_STAMPING: C 1078 1956
 AO0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0269+STABILITY: SURFACE MOTION
 AO0269
 AO0269  HISTORY     - Date     Condition        Report By
 AO0269  HISTORY     - 1956     MONUMENTED       CGS
 AO0269  HISTORY     - 1958     GOOD             NGS
 AO0269
 AO0269                          STATION DESCRIPTION
 AO0269
 AO0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0269'3.8 MI S FROM COTULLA.
 AO0269'3.8 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0269'FROM THE STATION AT COTULLA, AT A PRIVATE ROAD CROSSING, 125 FEET
 AO0269'NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 84 FEET WEST OF THE 4TH
 AO0269'POLE SOUTH OF MILEPOST 349, 43.2 FEET WEST OF THE WEST RAIL, 29.5 FEET
 AO0269'SOUTH OF A TELEPHONE POLE, 2.4 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF
 AO0269'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AO0269'FOOT ABOVE THE GROUND.
 AO0269
 AO0269                          STATION RECOVERY (1958)
 AO0269
 AO0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0298 ***********************************************************************
 AO0298  DESIGNATION -  C 1079
 AO0298  PID         -  AO0298
 AO0298  STATE/COUNTY-  TX/LA SALLE
 AO0298  USGS QUAD   -  ENCINAL (1982)
 AO0298
 AO0298                         *CURRENT SURVEY CONTROL
 AO0298  ___________________________________________________________________
 AO0298* NAD 83(1986)-  28 04 46.     (N)    099 20 33.     (W)     SCALED    
 AO0298* NAVD 88     -       159.064  (meters)     521.86   (feet)  ADJUSTED  
 AO0298  ___________________________________________________________________
 AO0298  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AO0298  DYNAMIC HT  -         158.819 (meters)     521.06  (feet)  COMP
 AO0298  MODELED GRAV-     979,106.7   (mgal)                       NAVD 88
 AO0298
 AO0298  VERT ORDER  -  FIRST     CLASS II
 AO0298
 AO0298.The horizontal coordinates were scaled from a topographic map and have
 AO0298.an estimated accuracy of +/- 6 seconds.
 AO0298
 AO0298.The orthometric height was determined by differential leveling
 AO0298.and adjusted by the National Geodetic Survey in June 1991..
 AO0298
 AO0298.The geoid height was determined by GEOID03.
 AO0298
 AO0298.The dynamic height is computed by dividing the NAVD 88
 AO0298.geopotential number by the normal gravity value computed on the
 AO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0298.degrees latitude (g = 980.6199 gals.).
 AO0298
 AO0298.The modeled gravity was interpolated from observed gravity values.
 AO0298
 AO0298;                    North         East    Units  Estimated Accuracy
 AO0298;SPC TXSC     - 4,027,330.      566,330.      MT  (+/- 180 meters Scaled)
 AO0298
 AO0298                          SUPERSEDED SURVEY CONTROL
 AO0298
 AO0298  NGVD 29 (??/??/92)  158.942  (m)          521.46   (f) ADJ UNCH    1 2
 AO0298
 AO0298.Superseded values are not recommended for survey control.
 AO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0298.See file dsdata.txt to determine how the superseded data were derived.
 AO0298
 AO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS663060(NAD 83)
 AO0298_MARKER: DB = BENCH MARK DISK
 AO0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0298_SP_SET: CULVERT
 AO0298_STAMPING: C 1079 1956
 AO0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0298
 AO0298  HISTORY     - Date     Condition        Report By
 AO0298  HISTORY     - 1956     MONUMENTED       CGS
 AO0298  HISTORY     - 1958     GOOD             NGS
 AO0298
 AO0298                          STATION DESCRIPTION
 AO0298
 AO0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0298'2.7 MI N FROM ENCINAL.
 AO0298'2.7 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0298'FROM THE STATION AT ENCINAL, 103 FEET EAST OF THE EAST RAIL, 40 FEET
 AO0298'WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 6 FEET BELOW THE TOP OF
 AO0298'THE RAILS, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 AO0298'THE CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 AO0298'HIGHWAY.  65 FEET SOUTHEAST OF MILEPOST 371.
 AO0298
 AO0298                          STATION RECOVERY (1958)
 AO0298
 AO0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0176 ***********************************************************************
 BP0176  DESIGNATION -  C 108
 BP0176  PID         -  BP0176
 BP0176  STATE/COUNTY-  TX/PECOS
 BP0176  USGS QUAD   -  SIERRA MADERA NE (1980)
 BP0176
 BP0176                         *CURRENT SURVEY CONTROL
 BP0176  ___________________________________________________________________
 BP0176* NAD 83(1986)-  30 44 21.     (N)    102 45 37.     (W)     SCALED    
 BP0176* NAVD 88     -       988.107  (meters)    3241.81   (feet)  POSTED    
 BP0176  ___________________________________________________________________
 BP0176  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 BP0176  DYNAMIC HT  -         986.570 (meters)    3236.77  (feet)  COMP
 BP0176  MODELED GRAV-     979,053.4   (mgal)                       NAVD 88
 BP0176
 BP0176  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BP0176
 BP0176.The horizontal coordinates were scaled from a topographic map and have
 BP0176.an estimated accuracy of +/- 6 seconds.
 BP0176
 BP0176.The orthometric height was determined by differential leveling
 BP0176.and adjusted by the National Geodetic Survey in 1992..
 BP0176.No vertical observational check was made to the station.
 BP0176.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BP0176.was located on a no-check spur therefore a value was not computed.
 BP0176
 BP0176.The geoid height was determined by GEOID03.
 BP0176
 BP0176.The dynamic height is computed by dividing the NAVD 88
 BP0176.geopotential number by the normal gravity value computed on the
 BP0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0176.degrees latitude (g = 980.6199 gals.).
 BP0176
 BP0176.The modeled gravity was interpolated from observed gravity values.
 BP0176
 BP0176;                    North         East    Units  Estimated Accuracy
 BP0176;SPC TX C     - 3,121,430.      467,630.      MT  (+/- 180 meters Scaled)
 BP0176
 BP0176                          SUPERSEDED SURVEY CONTROL
 BP0176
 BP0176  NGVD 29 (??/??/92)  987.787  (m)         3240.76   (f) ADJ UNCH    1 2
 BP0176
 BP0176.Superseded values are not recommended for survey control.
 BP0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0176.See file dsdata.txt to determine how the superseded data were derived.
 BP0176
 BP0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ144028(NAD 83)
 BP0176_MARKER: DB = BENCH MARK DISK
 BP0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0176_SP_SET: MONUMENT
 BP0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0176
 BP0176  HISTORY     - Date     Condition        Report By
 BP0176  HISTORY     - UNK      MONUMENTED       CGS
 BP0176  HISTORY     - 1933     GOOD             NGS
 BP0176  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0176
 BP0176                          STATION DESCRIPTION
 BP0176
 BP0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BP0176'12.8 MI SE FROM FORT STOCKTON.
 BP0176'57 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 5 FEET OUTSIDE FENCELINE.
 BP0176
 BP0176                          STATION RECOVERY (1958)
 BP0176
 BP0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0627 ***********************************************************************
 AE0627  DESIGNATION -  C 1080
 AE0627  PID         -  AE0627
 AE0627  STATE/COUNTY-  TX/STARR
 AE0627  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0627
 AE0627                         *CURRENT SURVEY CONTROL
 AE0627  ___________________________________________________________________
 AE0627* NAD 83(1986)-  26 22 16.     (N)    098 51 28.     (W)     SCALED    
 AE0627* NAVD 88     -        49.898  (meters)     163.71   (feet)  ADJUSTED  
 AE0627  ___________________________________________________________________
 AE0627  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AE0627  DYNAMIC HT  -          49.816 (meters)     163.44  (feet)  COMP
 AE0627  MODELED GRAV-     978,998.1   (mgal)                       NAVD 88
 AE0627
 AE0627  VERT ORDER  -  FIRST     CLASS II
 AE0627
 AE0627.The horizontal coordinates were scaled from a topographic map and have
 AE0627.an estimated accuracy of +/- 6 seconds.
 AE0627
 AE0627.The orthometric height was determined by differential leveling
 AE0627.and adjusted by the National Geodetic Survey in June 1991..
 AE0627
 AE0627.The geoid height was determined by GEOID03.
 AE0627
 AE0627.The dynamic height is computed by dividing the NAVD 88
 AE0627.geopotential number by the normal gravity value computed on the
 AE0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0627.degrees latitude (g = 980.6199 gals.).
 AE0627
 AE0627.The modeled gravity was interpolated from observed gravity values.
 AE0627
 AE0627;                    North         East    Units  Estimated Accuracy
 AE0627;SPC TX S     - 5,078,100.      264,300.      MT  (+/- 180 meters Scaled)
 AE0627
 AE0627                          SUPERSEDED SURVEY CONTROL
 AE0627
 AE0627  NGVD 29 (??/??/92)   49.949  (m)          163.87   (f) ADJ UNCH    1 2
 AE0627
 AE0627.Superseded values are not recommended for survey control.
 AE0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0627.See file dsdata.txt to determine how the superseded data were derived.
 AE0627
 AE0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ141167(NAD 83)
 AE0627_MARKER: DB = BENCH MARK DISK
 AE0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0627_SP_SET: CULVERT
 AE0627_STAMPING: C 1080 1956
 AE0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0627
 AE0627  HISTORY     - Date     Condition        Report By
 AE0627  HISTORY     - 1956     MONUMENTED       CGS
 AE0627  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0627
 AE0627                          STATION DESCRIPTION
 AE0627
 AE0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0627'2.6 MI W FROM RIO GRANDE CITY.
 AE0627'2.6 MILES WEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO
 AE0627'GRANDE CITY, 32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 AE0627'BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF THE WEST END OF THE
 AE0627'SOUTH HEADWALL OF A 10X10 FOOT CONCRETE CULVERT.
 AE0627
 AE0627                          STATION RECOVERY (1981)
 AE0627
 AE0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0627'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1014 ***********************************************************************
 AE1014  DESIGNATION -  C 1081
 AE1014  PID         -  AE1014
 AE1014  STATE/COUNTY-  TX/STARR
 AE1014  USGS QUAD   -  SALINENO (1980)
 AE1014
 AE1014                         *CURRENT SURVEY CONTROL
 AE1014  ___________________________________________________________________
 AE1014* NAD 83(1986)-  26 34 49.     (N)    099 06 06.     (W)     SCALED    
 AE1014* NAVD 88     -       103.460  (meters)     339.44   (feet)  ADJUSTED  
 AE1014  ___________________________________________________________________
 AE1014  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AE1014  DYNAMIC HT  -         103.291 (meters)     338.88  (feet)  COMP
 AE1014  MODELED GRAV-     979,007.7   (mgal)                       NAVD 88
 AE1014
 AE1014  VERT ORDER  -  FIRST     CLASS II
 AE1014
 AE1014.The horizontal coordinates were scaled from a topographic map and have
 AE1014.an estimated accuracy of +/- 6 seconds.
 AE1014
 AE1014.The orthometric height was determined by differential leveling
 AE1014.and adjusted by the National Geodetic Survey in June 1991..
 AE1014.WARNING-Repeat measurements at this control monument indicate possible
 AE1014.vertical movement.
 AE1014
 AE1014.The geoid height was determined by GEOID03.
 AE1014
 AE1014.The dynamic height is computed by dividing the NAVD 88
 AE1014.geopotential number by the normal gravity value computed on the
 AE1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1014.degrees latitude (g = 980.6199 gals.).
 AE1014
 AE1014.The modeled gravity was interpolated from observed gravity values.
 AE1014
 AE1014;                    North         East    Units  Estimated Accuracy
 AE1014;SPC TX S     - 5,101,360.      240,070.      MT  (+/- 180 meters Scaled)
 AE1014
 AE1014                          SUPERSEDED SURVEY CONTROL
 AE1014
 AE1014  NGVD 29 (??/??/92)  103.431  (m)          339.34   (f) ADJ UNCH    1 2
 AE1014
 AE1014.Superseded values are not recommended for survey control.
 AE1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1014.See file dsdata.txt to determine how the superseded data were derived.
 AE1014
 AE1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ898399(NAD 83)
 AE1014_MARKER: DB = BENCH MARK DISK
 AE1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1014_STAMPING: C 1081 1956
 AE1014_MARK LOGO: CGS   
 AE1014_PROJECTION: RECESSED 10 CENTIMETERS
 AE1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1014+STABILITY: SURFACE MOTION
 AE1014
 AE1014  HISTORY     - Date     Condition        Report By
 AE1014  HISTORY     - 1956     MONUMENTED       CGS
 AE1014  HISTORY     - 1981     GOOD             NGS
 AE1014
 AE1014                          STATION DESCRIPTION
 AE1014
 AE1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1014'2.0 MI NE FROM FALCON HIGHTS.
 AE1014'2.0 MILES NORTHEAST ALONG FARM ROAD 2098 FROM THE POST OFFICE AT
 AE1014'FALCON HIGHTS, 95 FEET SOUTH OF THE SOUTHEAST END OF A CULVERT, 69
 AE1014'FEET SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD, 8 FEET SOUTHWEST
 AE1014'OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A FENCE, 3 FEET NORTHEAST
 AE1014'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AE1014'0.5 FOOT ABOVE THE GROUND.
 AE1014
 AE1014                          STATION RECOVERY (1981)
 AE1014
 AE1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1014'RECOVERED THIS DATE, NOTE, NEAR THE MOST SOUTHWEST ONE OF THREE PIPE
 AE1014'CULVERTS.
 AE1014'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0825 ***********************************************************************
 AJ0825  DESIGNATION -  C 1082
 AJ0825  PID         -  AJ0825
 AJ0825  STATE/COUNTY-  TX/ZAPATA
 AJ0825  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0825
 AJ0825                         *CURRENT SURVEY CONTROL
 AJ0825  ___________________________________________________________________
 AJ0825* NAD 83(1986)-  27 12 58.     (N)    099 25 05.     (W)     SCALED    
 AJ0825* NAVD 88     -       104.364  (meters)     342.40   (feet)  ADJUSTED  
 AJ0825  ___________________________________________________________________
 AJ0825  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AJ0825  DYNAMIC HT  -         104.196 (meters)     341.85  (feet)  COMP
 AJ0825  MODELED GRAV-     979,042.5   (mgal)                       NAVD 88
 AJ0825
 AJ0825  VERT ORDER  -  FIRST     CLASS II
 AJ0825
 AJ0825.The horizontal coordinates were scaled from a topographic map and have
 AJ0825.an estimated accuracy of +/- 6 seconds.
 AJ0825
 AJ0825.The orthometric height was determined by differential leveling
 AJ0825.and adjusted by the National Geodetic Survey in June 1991..
 AJ0825
 AJ0825.The geoid height was determined by GEOID03.
 AJ0825
 AJ0825.The dynamic height is computed by dividing the NAVD 88
 AJ0825.geopotential number by the normal gravity value computed on the
 AJ0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0825.degrees latitude (g = 980.6199 gals.).
 AJ0825
 AJ0825.The modeled gravity was interpolated from observed gravity values.
 AJ0825
 AJ0825;                    North         East    Units  Estimated Accuracy
 AJ0825;SPC TX S     - 5,172,000.      209,060.      MT  (+/- 180 meters Scaled)
 AJ0825
 AJ0825                          SUPERSEDED SURVEY CONTROL
 AJ0825
 AJ0825  NGVD 29 (??/??/92)  104.419  (m)          342.58   (f) ADJ UNCH    1 2
 AJ0825
 AJ0825.Superseded values are not recommended for survey control.
 AJ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0825.See file dsdata.txt to determine how the superseded data were derived.
 AJ0825
 AJ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR586104(NAD 83)
 AJ0825_MARKER: DB = BENCH MARK DISK
 AJ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0825_STAMPING: C 1082 1957
 AJ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0825+STABILITY: SURFACE MOTION
 AJ0825
 AJ0825  HISTORY     - Date     Condition        Report By
 AJ0825  HISTORY     - 1957     MONUMENTED       CGS
 AJ0825  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0825  HISTORY     - 1988     GOOD             USPSQD
 AJ0825
 AJ0825                          STATION DESCRIPTION
 AJ0825
 AJ0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0825'12.1 MI N FROM SAN YGNACIO.
 AJ0825'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE FROM THE
 AJ0825'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 11.7 MILES NORTH ALONG U.S.
 AJ0825'HIGHWAY 83, 0.1 MILE SOUTH OF A BRIDGE OVER ARROYO DOLORES, 55 FEET
 AJ0825'WEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET NORTH OF A POWER POLE,
 AJ0825'9 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AJ0825'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ0825
 AJ0825                          STATION RECOVERY (1981)
 AJ0825
 AJ0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0825'MARK NOT RECOVERED THIS DATE.
 AJ0825
 AJ0825                          STATION RECOVERY (1988)
 AJ0825
 AJ0825'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0736 ***********************************************************************
 AJ0736  DESIGNATION -  C 1083
 AJ0736  PID         -  AJ0736
 AJ0736  STATE/COUNTY-  TX/WEBB
 AJ0736  USGS QUAD   -  LAREDO EAST (1980)
 AJ0736
 AJ0736                         *CURRENT SURVEY CONTROL
 AJ0736  ___________________________________________________________________
 AJ0736* NAD 83(1986)-  27 37 21.     (N)    099 29 24.     (W)     SCALED    
 AJ0736* NAVD 88     -       158.396  (meters)     519.67   (feet)  ADJUSTED  
 AJ0736  ___________________________________________________________________
 AJ0736  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AJ0736  DYNAMIC HT  -         158.147 (meters)     518.85  (feet)  COMP
 AJ0736  MODELED GRAV-     979,074.2   (mgal)                       NAVD 88
 AJ0736
 AJ0736  VERT ORDER  -  FIRST     CLASS II
 AJ0736
 AJ0736.The horizontal coordinates were scaled from a topographic map and have
 AJ0736.an estimated accuracy of +/- 6 seconds.
 AJ0736
 AJ0736.The orthometric height was determined by differential leveling
 AJ0736.and adjusted by the National Geodetic Survey in June 1991..
 AJ0736.WARNING-Repeat measurements at this control monument indicate possible
 AJ0736.vertical movement.
 AJ0736
 AJ0736.The geoid height was determined by GEOID03.
 AJ0736
 AJ0736.The dynamic height is computed by dividing the NAVD 88
 AJ0736.geopotential number by the normal gravity value computed on the
 AJ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0736.degrees latitude (g = 980.6199 gals.).
 AJ0736
 AJ0736.The modeled gravity was interpolated from observed gravity values.
 AJ0736
 AJ0736;                    North         East    Units  Estimated Accuracy
 AJ0736;SPC TX S     - 5,217,080.      202,290.      MT  (+/- 180 meters Scaled)
 AJ0736
 AJ0736                          SUPERSEDED SURVEY CONTROL
 AJ0736
 AJ0736  NGVD 29 (??/??/92)  158.414  (m)          519.73   (f) ADJ UNCH    1 2
 AJ0736
 AJ0736.Superseded values are not recommended for survey control.
 AJ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0736.See file dsdata.txt to determine how the superseded data were derived.
 AJ0736
 AJ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR516554(NAD 83)
 AJ0736_MARKER: DB = BENCH MARK DISK
 AJ0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0736_SP_SET: CURB
 AJ0736_STAMPING: C 1083 1957
 AJ0736_MARK LOGO: CGS   
 AJ0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0736
 AJ0736  HISTORY     - Date     Condition        Report By
 AJ0736  HISTORY     - 1957     MONUMENTED       CGS
 AJ0736  HISTORY     - 1981     GOOD             NGS
 AJ0736  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ0736
 AJ0736                          STATION DESCRIPTION
 AJ0736
 AJ0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0736'8.2 MI N FROM LAREDO.
 AJ0736'8.2 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0736'FROM THE STATION AT LAREDO, 4 POLES NORTH OF MILEPOST 404, 65.5 FEET
 AJ0736'WEST OF THE WEST RAIL, 19 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 AJ0736'83, 4.6 FEET SOUTH OF THE NORTH END OF THE EAST CURB OF A CONCRETE
 AJ0736'HIGHWAY BRIDGE, SET IN THE TOP OF THE CONCRETE CURB.
 AJ0736
 AJ0736                          STATION RECOVERY (1981)
 AJ0736
 AJ0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0736'ONE AND ONE HALF BLOCKS (0.1 MI) WEST ALONG MATAMOROS STREET FROM THE
 AJ0736'POST OFFICE AT LAREDO, THENCE 9.7 KM (6.0 MI) NORTH ALONG SANTA MARIA
 AJ0736'AVENUE AND INTERSTATE HIGHWAY 35 WEST FRONTAGE ROAD, THENCE 1.9 KM
 AJ0736'(1.2 MI) NORTH ALONG THE HIGHWAY 35 EAST FRONTAGE ROAD, IN THE TOP OF
 AJ0736'THE EAST CURB OF THE CONCRETE FRONTAGE ROAD BRIDGE, 5.9 METERS
 AJ0736'(19.5 FT) EAST OF THE CENTERLINE OF THE EAST FRONTAGE ROAD, AND
 AJ0736'1.4 METERS (4.7 FT) SOUTH OF THE NORTH END OF THE EAST CURB.
 AJ0736'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
 AJ0736
 AJ0736                          STATION RECOVERY (2002)
 AJ0736
 AJ0736'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0750 ***********************************************************************
 AJ0750  DESIGNATION -  C 1084
 AJ0750  PID         -  AJ0750
 AJ0750  STATE/COUNTY-  TX/WEBB
 AJ0750  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0750
 AJ0750                         *CURRENT SURVEY CONTROL
 AJ0750  ___________________________________________________________________
 AJ0750* NAD 83(1986)-  27 49 57.     (N)    099 29 48.     (W)     SCALED    
 AJ0750* NAVD 88     -       225.061  (meters)     738.39   (feet)  POSTED    
 AJ0750  ___________________________________________________________________
 AJ0750  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AJ0750  DYNAMIC HT  -         224.710 (meters)     737.24  (feet)  COMP
 AJ0750  MODELED GRAV-     979,078.7   (mgal)                       NAVD 88
 AJ0750
 AJ0750  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0750
 AJ0750.The horizontal coordinates were scaled from a topographic map and have
 AJ0750.an estimated accuracy of +/- 6 seconds.
 AJ0750
 AJ0750.The orthometric height was determined by differential leveling
 AJ0750.and adjusted by the National Geodetic Survey in 1992..
 AJ0750.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0750.rate of 1.1 thru 2.0 mm/km.
 AJ0750
 AJ0750.The geoid height was determined by GEOID03.
 AJ0750
 AJ0750.The dynamic height is computed by dividing the NAVD 88
 AJ0750.geopotential number by the normal gravity value computed on the
 AJ0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0750.degrees latitude (g = 980.6199 gals.).
 AJ0750
 AJ0750.The modeled gravity was interpolated from observed gravity values.
 AJ0750
 AJ0750;                    North         East    Units  Estimated Accuracy
 AJ0750;SPC TX S     - 5,240,350.      201,820.      MT  (+/- 180 meters Scaled)
 AJ0750
 AJ0750                          SUPERSEDED SURVEY CONTROL
 AJ0750
 AJ0750  NGVD 29 (??/??/92)  225.034  (m)          738.30   (f) ADJ UNCH    1 2
 AJ0750
 AJ0750.Superseded values are not recommended for survey control.
 AJ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0750.See file dsdata.txt to determine how the superseded data were derived.
 AJ0750
 AJ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR510787(NAD 83)
 AJ0750_MARKER: DB = BENCH MARK DISK
 AJ0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0750_STAMPING: C 1084 1957
 AJ0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0750+STABILITY: SURFACE MOTION
 AJ0750
 AJ0750  HISTORY     - Date     Condition        Report By
 AJ0750  HISTORY     - 1957     MONUMENTED       CGS
 AJ0750  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0750
 AJ0750                          STATION DESCRIPTION
 AJ0750
 AJ0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0750'6.6 MI W FROM WEBB.
 AJ0750'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0750'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ0750'GRADED DIRT ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A GRAVELED ROAD,
 AJ0750'THENCE 2.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD, AT A CURVE IN THE
 AJ0750'ROAD, 65 FEET WEST OF THE CENTER OF A GATE, 53 FEET SOUTHEAST OF THE
 AJ0750'CENTER OF A GATE IN A NORTHWEST AND SOUTHEAST FENCE, 37 FEET SOUTHWEST
 AJ0750'OF THE CENTER LINE OF A PRIVATE ROAD LEADING TO THE OLD TAJONE RANCH
 AJ0750'HOUSE, 74 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD LEADING
 AJ0750'SOUTHWEST, 2 FEET SOUTHEAST OF A WITNESS POST, 2 FEET NORTHEAST OF A
 AJ0750'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AJ0750'THE GROUND.
 AJ0750
 AJ0750                          STATION RECOVERY (2002)
 AJ0750
 AJ0750'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0241 ***********************************************************************
 AO0241  DESIGNATION -  C 1085
 AO0241  PID         -  AO0241
 AO0241  STATE/COUNTY-  TX/LA SALLE
 AO0241  USGS QUAD   -  COTULLA (1974)
 AO0241
 AO0241                         *CURRENT SURVEY CONTROL
 AO0241  ___________________________________________________________________
 AO0241* NAD 83(1986)-  28 29 51.     (N)    099 09 26.     (W)     SCALED    
 AO0241* NAVD 88     -       161.886  (meters)     531.12   (feet)  ADJUSTED  
 AO0241  ___________________________________________________________________
 AO0241  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AO0241  DYNAMIC HT  -         161.643 (meters)     530.32  (feet)  COMP
 AO0241  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 AO0241
 AO0241  VERT ORDER  -  FIRST     CLASS II
 AO0241
 AO0241.The horizontal coordinates were scaled from a topographic map and have
 AO0241.an estimated accuracy of +/- 6 seconds.
 AO0241
 AO0241.The orthometric height was determined by differential leveling
 AO0241.and adjusted by the National Geodetic Survey in June 1991..
 AO0241
 AO0241.The geoid height was determined by GEOID03.
 AO0241
 AO0241.The dynamic height is computed by dividing the NAVD 88
 AO0241.geopotential number by the normal gravity value computed on the
 AO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0241.degrees latitude (g = 980.6199 gals.).
 AO0241
 AO0241.The modeled gravity was interpolated from observed gravity values.
 AO0241
 AO0241;                    North         East    Units  Estimated Accuracy
 AO0241;SPC TXSC     - 4,073,620.      584,610.      MT  (+/- 180 meters Scaled)
 AO0241
 AO0241                          SUPERSEDED SURVEY CONTROL
 AO0241
 AO0241  NGVD 29 (??/??/92)  161.75   (m)          530.7    (f) COMPUTED    1 2
 AO0241
 AO0241.Superseded values are not recommended for survey control.
 AO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0241.See file dsdata.txt to determine how the superseded data were derived.
 AO0241
 AO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS846523(NAD 83)
 AO0241_MARKER: DB = BENCH MARK DISK
 AO0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0241_STAMPING: C 1085 1957
 AO0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0241+STABILITY: SURFACE MOTION
 AO0241
 AO0241  HISTORY     - Date     Condition        Report By
 AO0241  HISTORY     - 1957     MONUMENTED       CGS
 AO0241  HISTORY     - 1958     GOOD             NGS
 AO0241
 AO0241                          STATION DESCRIPTION
 AO0241
 AO0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0241'3.85 MI E FROM GARDENDALE.
 AO0241'3.85 MILES EAST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0241'THE STATION AT GARDENDALE, AT A ROAD CROSSING, 70 FEET WEST OF THE 4TH
 AO0241'POLE NORTHWEST OF MILEPOST 101, 45 FEET SOUTHEAST OF THE CENTER LINE
 AO0241'OF A DIRT ROAD, 42.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 32 FEET
 AO0241'SOUTHEAST OF A FENCE CORNER, 4.7 FEET NORTHEAST OF A FENCE, 1.8 FEET
 AO0241'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0241'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0241
 AO0241                          STATION RECOVERY (1958)
 AO0241
 AO0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0417 ***********************************************************************
 AO0417  DESIGNATION -  C 1086
 AO0417  PID         -  AO0417
 AO0417  STATE/COUNTY-  TX/DIMMIT
 AO0417  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0417
 AO0417                         *CURRENT SURVEY CONTROL
 AO0417  ___________________________________________________________________
 AO0417* NAD 83(1986)-  28 31 53.     (N)    099 52 35.     (W)     SCALED    
 AO0417* NAVD 88     -       201.628  (meters)     661.51   (feet)  ADJUSTED  
 AO0417  ___________________________________________________________________
 AO0417  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AO0417  DYNAMIC HT  -         201.325 (meters)     660.51  (feet)  COMP
 AO0417  MODELED GRAV-     979,140.8   (mgal)                       NAVD 88
 AO0417
 AO0417  VERT ORDER  -  FIRST     CLASS II
 AO0417
 AO0417.The horizontal coordinates were scaled from a topographic map and have
 AO0417.an estimated accuracy of +/- 6 seconds.
 AO0417
 AO0417.The orthometric height was determined by differential leveling
 AO0417.and adjusted by the National Geodetic Survey in June 1991..
 AO0417
 AO0417.The geoid height was determined by GEOID03.
 AO0417
 AO0417.The dynamic height is computed by dividing the NAVD 88
 AO0417.geopotential number by the normal gravity value computed on the
 AO0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0417.degrees latitude (g = 980.6199 gals.).
 AO0417
 AO0417.The modeled gravity was interpolated from observed gravity values.
 AO0417
 AO0417;                    North         East    Units  Estimated Accuracy
 AO0417;SPC TXSC     - 4,077,690.      514,230.      MT  (+/- 180 meters Scaled)
 AO0417
 AO0417                          SUPERSEDED SURVEY CONTROL
 AO0417
 AO0417  NGVD 29 (??/??/92)  201.555  (m)          661.27   (f) ADJ UNCH    1 2
 AO0417
 AO0417.Superseded values are not recommended for survey control.
 AO0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0417.See file dsdata.txt to determine how the superseded data were derived.
 AO0417
 AO0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS142563(NAD 83)
 AO0417_MARKER: DB = BENCH MARK DISK
 AO0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0417_STAMPING: C 1086 1957
 AO0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0417+STABILITY: SURFACE MOTION
 AO0417
 AO0417  HISTORY     - Date     Condition        Report By
 AO0417  HISTORY     - 1957     MONUMENTED       CGS
 AO0417  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 AO0417
 AO0417                          STATION DESCRIPTION
 AO0417
 AO0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0417'1.45 MI NW FROM CARRIZO SPRINGS.
 AO0417'1.45 MILES NORTHWEST ALONG U.S. HIGHWAY 277 FROM THE SAN ANTONIO,
 AO0417'UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 38 FEET SOUTHWEST
 AO0417'OF THE CENTER LINE OF THE HIGHWAY, 39 FEET SOUTHEAST OF THE CENTER
 AO0417'LINE OF AN OILED ROAD LEADING SOUTHWEST TO A STATE HIGHWAY PATROL
 AO0417'BUILDING, 10 FEET SOUTHEAST OF A TELEPHONE POLE, 1.6 FEET NORTHEAST OF
 AO0417'A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AO0417'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AO0417
 AO0417                          STATION RECOVERY (1997)
 AO0417
 AO0417'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0418 ***********************************************************************
 AO0418  DESIGNATION -  C 1086 RESET 1963
 AO0418  PID         -  AO0418
 AO0418  STATE/COUNTY-  TX/DIMMIT
 AO0418  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0418
 AO0418                         *CURRENT SURVEY CONTROL
 AO0418  ___________________________________________________________________
 AO0418* NAD 83(1986)-  28 31 54.     (N)    099 52 35.     (W)     SCALED    
 AO0418* NAVD 88     -       201.836  (meters)     662.19   (feet)  ADJUSTED  
 AO0418  ___________________________________________________________________
 AO0418  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AO0418  DYNAMIC HT  -         201.533 (meters)     661.20  (feet)  COMP
 AO0418  MODELED GRAV-     979,140.8   (mgal)                       NAVD 88
 AO0418
 AO0418  VERT ORDER  -  FIRST     CLASS II
 AO0418
 AO0418.The horizontal coordinates were scaled from a topographic map and have
 AO0418.an estimated accuracy of +/- 6 seconds.
 AO0418
 AO0418.The orthometric height was determined by differential leveling
 AO0418.and adjusted by the National Geodetic Survey in June 1991..
 AO0418
 AO0418.The geoid height was determined by GEOID03.
 AO0418
 AO0418.The dynamic height is computed by dividing the NAVD 88
 AO0418.geopotential number by the normal gravity value computed on the
 AO0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0418.degrees latitude (g = 980.6199 gals.).
 AO0418
 AO0418.The modeled gravity was interpolated from observed gravity values.
 AO0418
 AO0418;                    North         East    Units  Estimated Accuracy
 AO0418;SPC TXSC     - 4,077,720.      514,230.      MT  (+/- 180 meters Scaled)
 AO0418
 AO0418                          SUPERSEDED SURVEY CONTROL
 AO0418
 AO0418  NGVD 29 (??/??/??)  201.76   (m)          661.9    (f) RESET       3  
 AO0418
 AO0418.Superseded values are not recommended for survey control.
 AO0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0418.See file dsdata.txt to determine how the superseded data were derived.
 AO0418
 AO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS142564(NAD 83)
 AO0418_MARKER: DB = BENCH MARK DISK
 AO0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0418_STAMPING: C 1086 RESET 1963
 AO0418_MARK LOGO: CGS   
 AO0418_PROJECTION: FLUSH
 AO0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0418+STABILITY: SURFACE MOTION
 AO0418
 AO0418  HISTORY     - Date     Condition        Report By
 AO0418  HISTORY     - 1963     MONUMENTED       CGS
 AO0418  HISTORY     - 1982     GOOD             NGS
 AO0418  HISTORY     - 19970531 GOOD             USPSQD
 AO0418
 AO0418                          STATION DESCRIPTION
 AO0418
 AO0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AO0418'1.4 MI NW FROM CARRIZO SPRINGS.
 AO0418'ABOUT 1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 277 FROM THE SAN ANTONIO,
 AO0418'UVALDE AND GULF RAILROAD STATION IN CARRIZO SPRINGS, 75 FEET NORTHEAST
 AO0418'OF THE CENTER LINE OF HIGHWAY, 115 FEET WEST OF A TRACK ROAD, 35 FEET
 AO0418'SOUTHEAST OF THE PROLONGATION OF THE CENTER LINE OF AN OILED ROAD
 AO0418'LEADING SOUTHWEST TO A STATE HIGHWAY PATROL BUILDING, 1 FOOT SOUTHEAST
 AO0418'OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION 889 +
 AO0418'44.  A STANDARD DISK STAMPED C 1086 RESET 1963, SET IN A 10 X 10 IN.
 AO0418'CONCRETE POST WHICH PROJECTS 4 INCHES.
 AO0418
 AO0418                          STATION RECOVERY (1982)
 AO0418
 AO0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0418'1 BLOCK SOUTHWEST FROM THE POST OFFICE IN CARRIZO SPRINGS, THENCE
 AO0418'1.9 KM (1.2 MI) NORTHWEST ALONG U.S. HIGHWAY 277, 22.8 METERS
 AO0418'(75.0 FT) NORTHEAST OF CENTERLINE OF THE HIGHWAY, 15.0 METERS
 AO0418'(48.5 FT) NORTHWEST OF CORNER OF WOODEN WIRE FENCE, 6.1 METERS
 AO0418'(20.0 FT) SOUTHEAST OF CENTER OF A STEEL GATE, 10.6 METERS (35.0 FT)
 AO0418'SOUTHEAST OF EXTENDED CENTER OF A BLACKTOP ROAD LEADING SOUTHWEST.
 AO0418'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AO0418'THE MARK IS 0.6 M ABOVE HIGHWAY.
 AO0418
 AO0418                          STATION RECOVERY (1997)
 AO0418
 AO0418'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0195 ***********************************************************************
 AP0195  DESIGNATION -  C 1087 RESET
 AP0195  PID         -  AP0195
 AP0195  STATE/COUNTY-  TX/MAVERICK
 AP0195  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0195
 AP0195                         *CURRENT SURVEY CONTROL
 AP0195  ___________________________________________________________________
 AP0195* NAD 83(1993)-  28 42 34.13021(N)    100 27 32.40460(W)     ADJUSTED  
 AP0195* NAVD 88     -       264.46   (+/-2cm)     867.6    (feet)  VERTCON   
 AP0195  ___________________________________________________________________
 AP0195  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AP0195  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0195
 AP0195  HORZ ORDER  -  SECOND
 AP0195  VERT ORDER  -  THIRD ? (See Below)
 AP0195
 AP0195.The horizontal coordinates were established by classical geodetic methods
 AP0195.and adjusted by the National Geodetic Survey in February 1996..
 AP0195
 AP0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0195.The vertical order pertains to the NGVD 29 superseded value.
 AP0195
 AP0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0195
 AP0195.The geoid height was determined by GEOID03.
 AP0195
 AP0195;                    North         East     Units Scale Factor Converg.
 AP0195;SPC TXSC     - 4,097,991.407   457,455.580   MT  0.99992238   -0 42 53.2
 AP0195;SPC TXSC     -13,444,826.81  1,500,835.52   sFT  0.99992238   -0 42 53.2
 AP0195;UTM  14      - 3,176,670.988   357,489.486   MT  0.99985064   -0 42 03.5
 AP0195
 AP0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0195!SPC TXSC     -   0.99996205  x   0.99992238  =   0.99988444
 AP0195!UTM  14      -   0.99996205  x   0.99985064  =   0.99981270
 AP0195
 AP0195                          SUPERSEDED SURVEY CONTROL
 AP0195
 AP0195  NAD 83(1986)-  28 42 34.12550(N)    100 27 32.38243(W) AD(       ) 2
 AP0195  NAD 27      -  28 42 33.20836(N)    100 27 31.10945(W) AD(       ) 2
 AP0195  NGVD 29 (07/19/86)  264.31   (m)          867.2    (f) LEVELING    3  
 AP0195
 AP0195.Superseded values are not recommended for survey control.
 AP0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0195.See file dsdata.txt to determine how the superseded data were derived.
 AP0195
 AP0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5748976671(NAD 83)
 AP0195_MARKER: DB = BENCH MARK DISK
 AP0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0195
 AP0195  HISTORY     - Date     Condition        Report By
 AP0195  HISTORY     - 1972     MONUMENTED       NGS
 AP0195
 AP0195                          STATION DESCRIPTION
 AP0195
 AP0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0195'BENCH MARK C 1087 RESET IS A STANDARD DISK, STAMPED C 1087 RESET
 AP0195'1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 AP0195'PROJECTS 1 INCH.  IT IS 111.0 FEET NORTH OF THE CENTER OF U.S.
 AP0195'HIGHWAY 277, 49.0 FEET EAST-NORTHEAST OF THE CENTER OF A METAL GATE,
 AP0195'43.0 FEET EAST OF THE CENTER OF A TRACK ROAD, 35.0 FEET NORTH OF A
 AP0195'FENCE AND 1.3 FEET EAST OF A WITNESS POST.
 AP0195'
 AP0195'TO REACH THE BENCH MARK FROM THE JUNCTION OF U.S. HIGHWAY 277 AND 57,
 AP0195'ABOUT 2 MILES EAST OF EAGLE PASS, GO EAST ON U.S. HIGHWAY 277 FOR
 AP0195'0.35 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0073 ***********************************************************************
 AP0073  DESIGNATION -  C 1087 RESET 1961
 AP0073  PID         -  AP0073
 AP0073  STATE/COUNTY-  TX/MAVERICK
 AP0073  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0073
 AP0073                         *CURRENT SURVEY CONTROL
 AP0073  ___________________________________________________________________
 AP0073* NAD 83(1986)-  28 42 35.     (N)    100 27 33.     (W)     SCALED    
 AP0073* NAVD 88     -       264.441  (meters)     867.59   (feet)  ADJUSTED  
 AP0073  ___________________________________________________________________
 AP0073  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0073  DYNAMIC HT  -         264.046 (meters)     866.29  (feet)  COMP
 AP0073  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 AP0073
 AP0073  VERT ORDER  -  FIRST     CLASS II
 AP0073
 AP0073.The horizontal coordinates were scaled from a topographic map and have
 AP0073.an estimated accuracy of +/- 6 seconds.
 AP0073
 AP0073.The orthometric height was determined by differential leveling
 AP0073.and adjusted by the National Geodetic Survey in June 1991..
 AP0073
 AP0073.The geoid height was determined by GEOID03.
 AP0073
 AP0073.The dynamic height is computed by dividing the NAVD 88
 AP0073.geopotential number by the normal gravity value computed on the
 AP0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0073.degrees latitude (g = 980.6199 gals.).
 AP0073
 AP0073.The modeled gravity was interpolated from observed gravity values.
 AP0073
 AP0073;                    North         East    Units  Estimated Accuracy
 AP0073;SPC TXSC     - 4,098,020.      457,440.      MT  (+/- 180 meters Scaled)
 AP0073
 AP0073                          SUPERSEDED SURVEY CONTROL
 AP0073
 AP0073  NGVD 29 (??/??/??)  264.31   (m)          867.2    (f) RESET       3  
 AP0073
 AP0073.Superseded values are not recommended for survey control.
 AP0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0073.See file dsdata.txt to determine how the superseded data were derived.
 AP0073
 AP0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS574766(NAD 83)
 AP0073_MARKER: DB = BENCH MARK DISK
 AP0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0073_STAMPING: C 1087 RESET 1961
 AP0073_MARK LOGO: CGS   
 AP0073_PROJECTION: FLUSH
 AP0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0073+STABILITY: SURFACE MOTION
 AP0073
 AP0073  HISTORY     - Date     Condition        Report By
 AP0073  HISTORY     - 1961     MONUMENTED       CGS
 AP0073  HISTORY     - 1972     GOOD             NGS
 AP0073  HISTORY     - 1982     GOOD             NGS
 AP0073
 AP0073                          STATION DESCRIPTION
 AP0073
 AP0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0073'2.35 MI E FROM EAGLE PASS.
 AP0073'ABOUT 2.35 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE T. AND N.O.
 AP0073'R.R. DEPOT IN EAGLE PASS, AT THE TOP OF A DIVIDE, 10 YARDS NORTH OF
 AP0073'THE NORTH RIGHT-OF-WAY FENCE, 20 YARDS NORTHEAST OF A CATTLE GUARD AND
 AP0073'A ROAD TO THE NORTH AND 2 FEET EAST OF A  4 X 4 POST.  A STANDARD DISK
 AP0073'STAMPED C 1087 RESET 1961 IN A CONCRETE POST WHICH PROJECTS ABOUT 3
 AP0073'INCHES.
 AP0073
 AP0073                          STATION RECOVERY (1972)
 AP0073
 AP0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AP0073'RECOVERED IN GOOD CONDITION.
 AP0073
 AP0073                          STATION RECOVERY (1982)
 AP0073
 AP0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0073'4.25 KM (2.65 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0073'OLD COURTHOUSE IN EAGLE PASS, THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0073'STREET AND MADISON STREET, SET AT THE TOP OF A KNOLL WEST OF A CURVE
 AP0073'IN THE HIGHWAY, 33.6 METERS (110.5 FT) NORTH OF THE CENTERLINE OF THE
 AP0073'HIGHWAY, 10.6 METERS (35.5 FT) NORTH OF RIGHT OF WAY FENCE,
 AP0073'15.2 METERS (50.0 FT) EAST NORTHEAST OF CENTER OF GATE, AND
 AP0073'15.2 METERS (50.0 FT) EAST NORTHEAST OF TRACK ROAD.
 AP0073'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 AP0073'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0389 ***********************************************************************
 AO0389  DESIGNATION -  C 1088
 AO0389  PID         -  AO0389
 AO0389  STATE/COUNTY-  TX/DIMMIT
 AO0389  USGS QUAD   -  MAC DONALD LAKE (1982)
 AO0389
 AO0389                         *CURRENT SURVEY CONTROL
 AO0389  ___________________________________________________________________
 AO0389* NAD 83(1986)-  28 25 27.     (N)    099 43 34.     (W)     SCALED    
 AO0389* NAVD 88     -       187.219  (meters)     614.23   (feet)  ADJUSTED  
 AO0389  ___________________________________________________________________
 AO0389  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AO0389  DYNAMIC HT  -         186.936 (meters)     613.31  (feet)  COMP
 AO0389  MODELED GRAV-     979,127.9   (mgal)                       NAVD 88
 AO0389
 AO0389  VERT ORDER  -  FIRST     CLASS II
 AO0389
 AO0389.The horizontal coordinates were scaled from a topographic map and have
 AO0389.an estimated accuracy of +/- 6 seconds.
 AO0389
 AO0389.The orthometric height was determined by differential leveling
 AO0389.and adjusted by the National Geodetic Survey in June 1991..
 AO0389
 AO0389.The geoid height was determined by GEOID03.
 AO0389
 AO0389.The dynamic height is computed by dividing the NAVD 88
 AO0389.geopotential number by the normal gravity value computed on the
 AO0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0389.degrees latitude (g = 980.6199 gals.).
 AO0389
 AO0389.The modeled gravity was interpolated from observed gravity values.
 AO0389
 AO0389;                    North         East    Units  Estimated Accuracy
 AO0389;SPC TXSC     - 4,065,700.      528,860.      MT  (+/- 180 meters Scaled)
 AO0389
 AO0389                          SUPERSEDED SURVEY CONTROL
 AO0389
 AO0389  NGVD 29 (??/??/92)  187.160  (m)          614.04   (f) ADJ UNCH    1 2
 AO0389
 AO0389.Superseded values are not recommended for survey control.
 AO0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0389.See file dsdata.txt to determine how the superseded data were derived.
 AO0389
 AO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS288444(NAD 83)
 AO0389_MARKER: DB = BENCH MARK DISK
 AO0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0389_STAMPING: C 1088 1957
 AO0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0389+STABILITY: SURFACE MOTION
 AO0389
 AO0389  HISTORY     - Date     Condition        Report By
 AO0389  HISTORY     - 1957     MONUMENTED       CGS
 AO0389  HISTORY     - 1975     MARK NOT FOUND   USGS
 AO0389  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0389  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 AO0389
 AO0389                          STATION DESCRIPTION
 AO0389
 AO0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0389'2.5 MI SE FROM ASHERTON.
 AO0389'2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE ASHERTON AND GULF
 AO0389'RAILROAD STATION AT ASHERTON, 57 FEET NORTH OF THE CENTER LINE OF THE
 AO0389'HIGHWAY, 21 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD
 AO0389'LEADING NORTHEAST, 14 FEET NORTH OF A POWER POLE, 16 FEET NORTH OF A
 AO0389'FENCE CORNER, 2.5 FEET NORTHWEST OF A FENCE, 2.5 FEET SOUTHWEST OF A
 AO0389'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AO0389'FOOT ABOVE THE GROUND.
 AO0389
 AO0389                          STATION RECOVERY (1975)
 AO0389
 AO0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AO0389'MARK NOT FOUND.
 AO0389
 AO0389                          STATION RECOVERY (1982)
 AO0389
 AO0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0389'NOT RECOVERED, NEW INTERSECTION WHERE MARK SHOULD BE.
 AO0389
 AO0389                          STATION RECOVERY (1997)
 AO0389
 AO0389'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0355 ***********************************************************************
 AO0355  DESIGNATION -  C 1089
 AO0355  PID         -  AO0355
 AO0355  STATE/COUNTY-  TX/WEBB
 AO0355  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0355
 AO0355                         *CURRENT SURVEY CONTROL
 AO0355  ___________________________________________________________________
 AO0355* NAD 83(1986)-  28 09 21.     (N)    099 35 58.     (W)     SCALED    
 AO0355* NAVD 88     -       210.626  (meters)     691.03   (feet)  ADJUSTED  
 AO0355  ___________________________________________________________________
 AO0355  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AO0355  DYNAMIC HT  -         210.303 (meters)     689.97  (feet)  COMP
 AO0355  MODELED GRAV-     979,105.4   (mgal)                       NAVD 88
 AO0355
 AO0355  VERT ORDER  -  FIRST     CLASS II
 AO0355
 AO0355.The horizontal coordinates were scaled from a topographic map and have
 AO0355.an estimated accuracy of +/- 6 seconds.
 AO0355
 AO0355.The orthometric height was determined by differential leveling
 AO0355.and adjusted by the National Geodetic Survey in June 1991..
 AO0355.WARNING-Repeat measurements at this control monument indicate possible
 AO0355.vertical movement.
 AO0355
 AO0355.The geoid height was determined by GEOID03.
 AO0355
 AO0355.The dynamic height is computed by dividing the NAVD 88
 AO0355.geopotential number by the normal gravity value computed on the
 AO0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0355.degrees latitude (g = 980.6199 gals.).
 AO0355
 AO0355.The modeled gravity was interpolated from observed gravity values.
 AO0355
 AO0355;                    North         East    Units  Estimated Accuracy
 AO0355;SPC TX S     - 5,276,270.      192,000.      MT  (+/- 180 meters Scaled)
 AO0355
 AO0355                          SUPERSEDED SURVEY CONTROL
 AO0355
 AO0355  NGVD 29 (??/??/92)  210.584  (m)          690.89   (f) ADJ UNCH    1 2
 AO0355
 AO0355.Superseded values are not recommended for survey control.
 AO0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0355.See file dsdata.txt to determine how the superseded data were derived.
 AO0355
 AO0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS411146(NAD 83)
 AO0355_MARKER: DB = BENCH MARK DISK
 AO0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0355_STAMPING: C 1089 1957
 AO0355_MARK LOGO: CGS   
 AO0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0355+STABILITY: SURFACE MOTION
 AO0355
 AO0355  HISTORY     - Date     Condition        Report By
 AO0355  HISTORY     - 1957     MONUMENTED       CGS
 AO0355  HISTORY     - 1982     GOOD             NGS
 AO0355
 AO0355                          STATION DESCRIPTION
 AO0355
 AO0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0355'13.75 MI SE FROM CATARINA.
 AO0355'13.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0355'CATARINA, 94 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH
 AO0355'THE EAST ONE OF TWO ROWS OF POWER POLES, 44 FEET WEST OF A FENCE, 15
 AO0355'FEET NORTH OF A POWER POLE, 2 FEET SOUTH OF A WITNESS POST, AT THE TOP
 AO0355'OF A HILL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 AO0355'ABOVE THE GROUND.
 AO0355
 AO0355                          STATION RECOVERY (1982)
 AO0355
 AO0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0355'RECOVERED THIS DATE, NOTE, AT POWERLINE POLE NUMBER 43-7.
 AO0355'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0587 ***********************************************************************
 CA0587  DESIGNATION -  C 109
 CA0587  PID         -  CA0587
 CA0587  STATE/COUNTY-  TX/CONCHO
 CA0587  USGS QUAD   -  PASCHE (1970)
 CA0587
 CA0587                         *CURRENT SURVEY CONTROL
 CA0587  ___________________________________________________________________
 CA0587* NAD 83(1986)-  31 13 31.     (N)    099 44 15.     (W)     SCALED    
 CA0587* NAVD 88     -       594.725  (meters)    1951.19   (feet)  POSTED    
 CA0587  ___________________________________________________________________
 CA0587  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CA0587  DYNAMIC HT  -         593.900 (meters)    1948.49  (feet)  COMP
 CA0587  MODELED GRAV-     979,242.0   (mgal)                       NAVD 88
 CA0587
 CA0587  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0587
 CA0587.The horizontal coordinates were scaled from a topographic map and have
 CA0587.an estimated accuracy of +/- 6 seconds.
 CA0587
 CA0587.The orthometric height was determined by differential leveling
 CA0587.and adjusted by the National Geodetic Survey in 1992..
 CA0587.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0587.rate of 0.0 thru 1.0 mm/km.
 CA0587
 CA0587.The geoid height was determined by GEOID03.
 CA0587
 CA0587.The dynamic height is computed by dividing the NAVD 88
 CA0587.geopotential number by the normal gravity value computed on the
 CA0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0587.degrees latitude (g = 980.6199 gals.).
 CA0587
 CA0587.The modeled gravity was interpolated from observed gravity values.
 CA0587
 CA0587;                    North         East    Units  Estimated Accuracy
 CA0587;SPC TX C     - 3,172,930.      756,760.      MT  (+/- 180 meters Scaled)
 CA0587
 CA0587                          SUPERSEDED SURVEY CONTROL
 CA0587
 CA0587  NGVD 29 (??/??/92)  594.629  (m)         1950.88   (f) ADJ UNCH    1 2
 CA0587
 CA0587.Superseded values are not recommended for survey control.
 CA0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0587.See file dsdata.txt to determine how the superseded data were derived.
 CA0587
 CA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV297548(NAD 83)
 CA0587_MARKER: DB = BENCH MARK DISK
 CA0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0587_SP_SET: MONUMENT
 CA0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0587
 CA0587  HISTORY     - Date     Condition        Report By
 CA0587  HISTORY     - UNK      MONUMENTED       CGS
 CA0587  HISTORY     - 1933     GOOD             NGS
 CA0587  HISTORY     - 1943     GOOD             LOCENG
 CA0587  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA0587
 CA0587                          STATION DESCRIPTION
 CA0587
 CA0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0587'6.5 MI E FROM EDEN.
 CA0587'EAST OF TRESTLE 91 B, 110 FEET SOUTH OF CENTERLINE OF TRACK.
 CA0587
 CA0587                          STATION RECOVERY (1943)
 CA0587
 CA0587'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 CA0587'RECOVERED IN GOOD CONDITION.
 CA0587
 CA0587                          STATION RECOVERY (1981)
 CA0587
 CA0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1294 ***********************************************************************
 AY1294  DESIGNATION -  C 1090
 AY1294  PID         -  AY1294
 AY1294  STATE/COUNTY-  TX/UVALDE
 AY1294  USGS QUAD   -  UVALDE (1971)
 AY1294
 AY1294                         *CURRENT SURVEY CONTROL
 AY1294  ___________________________________________________________________
 AY1294* NAD 83(1986)-  29 14 27.     (N)    099 50 48.     (W)     SCALED    
 AY1294* NAVD 88     -       289.121  (meters)     948.56   (feet)  ADJUSTED  
 AY1294  ___________________________________________________________________
 AY1294  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AY1294  DYNAMIC HT  -         288.700 (meters)     947.18  (feet)  COMP
 AY1294  MODELED GRAV-     979,180.8   (mgal)                       NAVD 88
 AY1294
 AY1294  VERT ORDER  -  FIRST     CLASS II
 AY1294
 AY1294.The horizontal coordinates were scaled from a topographic map and have
 AY1294.an estimated accuracy of +/- 6 seconds.
 AY1294
 AY1294.The orthometric height was determined by differential leveling
 AY1294.and adjusted by the National Geodetic Survey in June 1991..
 AY1294
 AY1294.The geoid height was determined by GEOID03.
 AY1294
 AY1294.The dynamic height is computed by dividing the NAVD 88
 AY1294.geopotential number by the normal gravity value computed on the
 AY1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1294.degrees latitude (g = 980.6199 gals.).
 AY1294
 AY1294.The modeled gravity was interpolated from observed gravity values.
 AY1294
 AY1294;                    North         East    Units  Estimated Accuracy
 AY1294;SPC TXSC     - 4,156,290.      517,710.      MT  (+/- 180 meters Scaled)
 AY1294
 AY1294                          SUPERSEDED SURVEY CONTROL
 AY1294
 AY1294  NGVD 29 (??/??/92)  288.965  (m)          948.05   (f) ADJ UNCH    1 2
 AY1294
 AY1294.Superseded values are not recommended for survey control.
 AY1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1294.See file dsdata.txt to determine how the superseded data were derived.
 AY1294
 AY1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT177349(NAD 83)
 AY1294_MARKER: DB = BENCH MARK DISK
 AY1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1294_STAMPING: C 1090 1957
 AY1294_MARK LOGO: CGS   
 AY1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1294+STABILITY: SURFACE MOTION
 AY1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1294+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AY1294
 AY1294  HISTORY     - Date     Condition        Report By
 AY1294  HISTORY     - 1957     MONUMENTED       CGS
 AY1294  HISTORY     - 1982     GOOD             NGS
 AY1294  HISTORY     - 20031030 GOOD             USPSQD
 AY1294
 AY1294                          STATION DESCRIPTION
 AY1294
 AY1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1294'3.1 MI W FROM UVALDE.
 AY1294'3.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1294'STATION AT UVALDE, 93 FEET WEST OF THE 2ND POLE WEST OF MILEPOST 304,
 AY1294'IN LINE WITH A ROW OF TELEPHONE POLES, 34.3 FEET SOUTH OF THE SOUTH
 AY1294'RAIL, 32 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 1.6 FEET NORTH
 AY1294'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY1294'0.5 FOOT ABOVE THE GROUND.
 AY1294
 AY1294                          STATION RECOVERY (1982)
 AY1294
 AY1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1294'MARK RECOVERED THIS DATE, 5.0 KM (3.1 MI) WESTERLY ALONG STATE ROUTE
 AY1294'2369 FROM THE JUNCTION OF SPUR 144 AND THE SOUTHERN PACIFIC RAILROAD
 AY1294'STATION IN UVALDE.  NOTE, 16.3 METERS (53.5 FT) NORTH OF CENTERLINE OF
 AY1294'STATE ROUTE 2369.
 AY1294'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 AY1294
 AY1294                          STATION RECOVERY (2003)
 AY1294
 AY1294'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1305 ***********************************************************************
 AY1305  DESIGNATION -  C 1091
 AY1305  PID         -  AY1305
 AY1305  STATE/COUNTY-  TX/UVALDE
 AY1305  USGS QUAD   -  UVALDE (1971)
 AY1305
 AY1305                         *CURRENT SURVEY CONTROL
 AY1305  ___________________________________________________________________
 AY1305* NAD 83(1986)-  29 12 41.     (N)    099 46 43.     (W)     SCALED    
 AY1305* NAVD 88     -       274.215  (meters)     899.65   (feet)  POSTED    
 AY1305  ___________________________________________________________________
 AY1305  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY1305  DYNAMIC HT  -         273.820 (meters)     898.36  (feet)  COMP
 AY1305  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 AY1305
 AY1305  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1305
 AY1305.The horizontal coordinates were scaled from a topographic map and have
 AY1305.an estimated accuracy of +/- 6 seconds.
 AY1305
 AY1305.The orthometric height was determined by differential leveling
 AY1305.and adjusted by the National Geodetic Survey in 1992..
 AY1305.No vertical observational check was made to the station.
 AY1305.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1305.was located on a no-check spur therefore a value was not computed.
 AY1305
 AY1305.The geoid height was determined by GEOID03.
 AY1305
 AY1305.The dynamic height is computed by dividing the NAVD 88
 AY1305.geopotential number by the normal gravity value computed on the
 AY1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1305.degrees latitude (g = 980.6199 gals.).
 AY1305
 AY1305.The modeled gravity was interpolated from observed gravity values.
 AY1305
 AY1305;                    North         East    Units  Estimated Accuracy
 AY1305;SPC TXSC     - 4,152,980.      524,300.      MT  (+/- 180 meters Scaled)
 AY1305
 AY1305                          SUPERSEDED SURVEY CONTROL
 AY1305
 AY1305  NGVD 29 (??/??/92)  274.078  (m)          899.20   (f) ADJ UNCH    1 2
 AY1305
 AY1305.Superseded values are not recommended for survey control.
 AY1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1305.See file dsdata.txt to determine how the superseded data were derived.
 AY1305
 AY1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT243316(NAD 83)
 AY1305_MARKER: DB = BENCH MARK DISK
 AY1305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1305_SP_SET: ABUTMENT
 AY1305_STAMPING: C 1091 1957
 AY1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1305+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AY1305
 AY1305  HISTORY     - Date     Condition        Report By
 AY1305  HISTORY     - 1957     MONUMENTED       CGS
 AY1305  HISTORY     - 20021110 MARK NOT FOUND   USPSQD
 AY1305  HISTORY     - 20031030 GOOD             USPSQD
 AY1305
 AY1305                          STATION DESCRIPTION
 AY1305
 AY1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1305'0.45 MI NE FROM UVALDE.
 AY1305'0.45 MILE NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 AY1305'UVALDE, 26.7 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AY1305'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A LARGE
 AY1305'CONCRETE HIGHWAY BRIDGE OVER THE LEONA RIVER.
 AY1305
 AY1305                          STATION RECOVERY (2002)
 AY1305
 AY1305'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY1305'MARK NOT FOUND.
 AY1305
 AY1305                          STATION RECOVERY (2003)
 AY1305
 AY1305'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1306 ***********************************************************************
 AY1306  DESIGNATION -  C 1091 RESET 1962
 AY1306  PID         -  AY1306
 AY1306  STATE/COUNTY-  TX/UVALDE
 AY1306  USGS QUAD   -  UVALDE (1971)
 AY1306
 AY1306                         *CURRENT SURVEY CONTROL
 AY1306  ___________________________________________________________________
 AY1306* NAD 83(1986)-  29 12 41.     (N)    099 46 42.     (W)     SCALED    
 AY1306* NAVD 88     -       273.757  (meters)     898.15   (feet)  ADJUSTED  
 AY1306  ___________________________________________________________________
 AY1306  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY1306  DYNAMIC HT  -         273.360 (meters)     896.85  (feet)  COMP
 AY1306  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 AY1306
 AY1306  VERT ORDER  -  FIRST     CLASS II
 AY1306
 AY1306.The horizontal coordinates were scaled from a topographic map and have
 AY1306.an estimated accuracy of +/- 6 seconds.
 AY1306
 AY1306.The orthometric height was determined by differential leveling
 AY1306.and adjusted by the National Geodetic Survey in June 1991..
 AY1306
 AY1306.The geoid height was determined by GEOID03.
 AY1306
 AY1306.The dynamic height is computed by dividing the NAVD 88
 AY1306.geopotential number by the normal gravity value computed on the
 AY1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1306.degrees latitude (g = 980.6199 gals.).
 AY1306
 AY1306.The modeled gravity was interpolated from observed gravity values.
 AY1306
 AY1306;                    North         East    Units  Estimated Accuracy
 AY1306;SPC TXSC     - 4,152,980.      524,330.      MT  (+/- 180 meters Scaled)
 AY1306
 AY1306                          SUPERSEDED SURVEY CONTROL
 AY1306
 AY1306.No superseded survey control is available for this station.
 AY1306
 AY1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT243316(NAD 83)
 AY1306_MARKER: DB = BENCH MARK DISK
 AY1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1306_STAMPING: C 1091 RESET 1962
 AY1306_MARK LOGO: CGS   
 AY1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1306+STABILITY: SURFACE MOTION
 AY1306
 AY1306  HISTORY     - Date     Condition        Report By
 AY1306  HISTORY     - 1962     MONUMENTED       CGS
 AY1306  HISTORY     - 1982     GOOD             NGS
 AY1306  HISTORY     - 1988     GOOD             USPSQD
 AY1306  HISTORY     - 20021110 GOOD             USPSQD
 AY1306
 AY1306                          STATION DESCRIPTION
 AY1306
 AY1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AY1306'0.4 MI E FROM UVALDE.
 AY1306'0.4 MILE EASTERLY ON U. S. HIGHWAY 90 FROM THE POST OFFICE IN UVALDE,
 AY1306'UVALDE COUNTY, TO BENCH MARK, ON THE SOUTH HIGHWAY RIGHT-OF-WAY LINE,
 AY1306'AND ON THE EAST BANK OF THE LEONA RIVER, 107 FEET SOUTH OF THE CENTER
 AY1306'LINE OF HIGHWAY 90, 54 FEET WEST OF THE NORTHWEST CORNER OF H AND R
 AY1306'AUTOMOTIVE SERVICE, TILE BUILDING, 24 FEET WEST OF THE CENTER OF THE
 AY1306'STREET WHICH IS ALONG THE EAST BANK OF RIVER, 5 FEET WEST OF A GUARD
 AY1306'RAIL, AND 2 FEET NORTHWEST OF A METAL WITNESS POST.  A STANDARD DISK
 AY1306'STAMPED C 1091 RESET 1962, SET IN A 12 X 12 IN. CONCRETE POST, FLUSH
 AY1306'WITH THE SURFACE OF THE GROUND.
 AY1306
 AY1306                          STATION RECOVERY (1982)
 AY1306
 AY1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1306'MARK RECOVERED THIS DATE, NOTE, AUTOMOTIVE BUILDING HAS BEEN REMOVED,
 AY1306'ALSO STREET ALONG EAST SIDE OF RIVER IS NOW A DIM TRACK, 22.0 METERS
 AY1306'(72.0 FT) SOUTH OF THE SOUTHEAST CORNER OF HIGHWAY BRIDGE OVER LEONA
 AY1306'RIVER, 1.2 METERS (4.0 FT) WEST OF A STEEL CABLE GRARD RAIL.
 AY1306
 AY1306                          STATION RECOVERY (1988)
 AY1306
 AY1306'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AY1306'RECOVERED IN GOOD CONDITION.
 AY1306
 AY1306                          STATION RECOVERY (2002)
 AY1306
 AY1306'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY1306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1334 ***********************************************************************
 AY1334  DESIGNATION -  C 1092
 AY1334  PID         -  AY1334
 AY1334  STATE/COUNTY-  TX/UVALDE
 AY1334  USGS QUAD   -  BLANCO LAKE (1971)
 AY1334
 AY1334                         *CURRENT SURVEY CONTROL
 AY1334  ___________________________________________________________________
 AY1334* NAD 83(1986)-  29 18 55.     (N)    099 32 10.     (W)     SCALED    
 AY1334* NAVD 88     -       295.172  (meters)     968.41   (feet)  ADJUSTED  
 AY1334  ___________________________________________________________________
 AY1334  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AY1334  DYNAMIC HT  -         294.744 (meters)     967.01  (feet)  COMP
 AY1334  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AY1334
 AY1334  VERT ORDER  -  FIRST     CLASS II
 AY1334
 AY1334.The horizontal coordinates were scaled from a topographic map and have
 AY1334.an estimated accuracy of +/- 6 seconds.
 AY1334
 AY1334.The orthometric height was determined by differential leveling
 AY1334.and adjusted by the National Geodetic Survey in June 1991..
 AY1334
 AY1334.The geoid height was determined by GEOID03.
 AY1334
 AY1334.The dynamic height is computed by dividing the NAVD 88
 AY1334.geopotential number by the normal gravity value computed on the
 AY1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1334.degrees latitude (g = 980.6199 gals.).
 AY1334
 AY1334.The modeled gravity was interpolated from observed gravity values.
 AY1334
 AY1334;                    North         East    Units  Estimated Accuracy
 AY1334;SPC TXSC     - 4,164,360.      547,930.      MT  (+/- 180 meters Scaled)
 AY1334
 AY1334                          SUPERSEDED SURVEY CONTROL
 AY1334
 AY1334  NGVD 29 (??/??/92)  295.045  (m)          967.99   (f) ADJ UNCH    1 2
 AY1334
 AY1334.Superseded values are not recommended for survey control.
 AY1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1334.See file dsdata.txt to determine how the superseded data were derived.
 AY1334
 AY1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT479430(NAD 83)
 AY1334_MARKER: DB = BENCH MARK DISK
 AY1334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1334_SP_SET: CULVERT
 AY1334_STAMPING: C 1092 1957
 AY1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1334
 AY1334  HISTORY     - Date     Condition        Report By
 AY1334  HISTORY     - 1957     MONUMENTED       CGS
 AY1334  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1334  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY1334  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1334  HISTORY     - 20040729 MARK NOT FOUND   USPSQD
 AY1334
 AY1334                          STATION DESCRIPTION
 AY1334
 AY1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1334'4.3 MI W FROM SABINAL.
 AY1334'4.3 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1334'STATION AT SABINAL, 3 1/2 POLES SOUTHEAST OF MILEPOST 284, 95 FEET
 AY1334'SOUTHWEST OF THE SOUTHWEST RAIL, 23 FEET NORTHEAST OF THE CENTER LINE
 AY1334'OF U.S. HIGHWAY 90, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 AY1334'OF THE CENTER OF THE NORTHEAST HEADWALL OF A 3 CHANNEL CONCRETE
 AY1334'CULVERT UNDER THE HIGHWAY.
 AY1334
 AY1334                          STATION RECOVERY (1982)
 AY1334
 AY1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1334'MARK NOT RECOVERED, NEW HEADWALL.
 AY1334
 AY1334                          STATION RECOVERY (1987)
 AY1334
 AY1334'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1334'MARK NOT FOUND.
 AY1334
 AY1334                          STATION RECOVERY (1988)
 AY1334
 AY1334'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1334'MARK NOT FOUND.
 AY1334
 AY1334                          STATION RECOVERY (2004)
 AY1334
 AY1334'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0097 ***********************************************************************
 AP0097  DESIGNATION -  C 1093
 AP0097  PID         -  AP0097
 AP0097  STATE/COUNTY-  TX/MAVERICK
 AP0097  USGS QUAD   -  DEADMANS HILL (1974)
 AP0097
 AP0097                         *CURRENT SURVEY CONTROL
 AP0097  ___________________________________________________________________
 AP0097* NAD 83(1986)-  28 48 11.     (N)    100 27 27.     (W)     SCALED    
 AP0097* NAVD 88     -       234.007  (meters)     767.74   (feet)  ADJUSTED  
 AP0097  ___________________________________________________________________
 AP0097  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AP0097  DYNAMIC HT  -         233.659 (meters)     766.60  (feet)  COMP
 AP0097  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 AP0097
 AP0097  VERT ORDER  -  FIRST     CLASS II
 AP0097
 AP0097.The horizontal coordinates were scaled from a topographic map and have
 AP0097.an estimated accuracy of +/- 6 seconds.
 AP0097
 AP0097.The orthometric height was determined by differential leveling
 AP0097.and adjusted by the National Geodetic Survey in June 1991..
 AP0097
 AP0097.The geoid height was determined by GEOID03.
 AP0097
 AP0097.The dynamic height is computed by dividing the NAVD 88
 AP0097.geopotential number by the normal gravity value computed on the
 AP0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0097.degrees latitude (g = 980.6199 gals.).
 AP0097
 AP0097.The modeled gravity was interpolated from observed gravity values.
 AP0097
 AP0097;                    North         East    Units  Estimated Accuracy
 AP0097;SPC TXSC     - 4,108,360.      457,730.      MT  (+/- 180 meters Scaled)
 AP0097
 AP0097                          SUPERSEDED SURVEY CONTROL
 AP0097
 AP0097  NGVD 29 (??/??/92)  233.878  (m)          767.31   (f) ADJ UNCH    1 2
 AP0097
 AP0097.Superseded values are not recommended for survey control.
 AP0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0097.See file dsdata.txt to determine how the superseded data were derived.
 AP0097
 AP0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS577870(NAD 83)
 AP0097_MARKER: DB = BENCH MARK DISK
 AP0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0097_STAMPING: C 1093 1957
 AP0097_MARK LOGO: CGS   
 AP0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0097+STABILITY: SURFACE MOTION
 AP0097
 AP0097  HISTORY     - Date     Condition        Report By
 AP0097  HISTORY     - 1957     MONUMENTED       CGS
 AP0097  HISTORY     - 1982     GOOD             NGS
 AP0097
 AP0097                          STATION DESCRIPTION
 AP0097
 AP0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0097'7.1 MI N FROM EAGLE PASS.
 AP0097'7.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0097'STATION AT EAGLE PASS, AT A PRIVATE ROAD CROSSING, 81 FEET NORTHWEST
 AP0097'OF MILEPOST 26, 45.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 20.2 FEET
 AP0097'NORTH OF A TELEPHONE POLE, 28 FEET NORTHEAST OF THE CENTER LINE OF A
 AP0097'PRIVATE DIRT ROAD, 2.5 FEET SOUTHEAST OF A FENCE, 1.9 FEET SOUTHWEST
 AP0097'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AP0097'0.6 FOOT ABOVE THE GROUND.
 AP0097
 AP0097                          STATION RECOVERY (1982)
 AP0097
 AP0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1226 ***********************************************************************
 AY1226  DESIGNATION -  C 1094
 AY1226  PID         -  AY1226
 AY1226  STATE/COUNTY-  TX/MEDINA
 AY1226  USGS QUAD   -  D'HANIS (1970)
 AY1226
 AY1226                         *CURRENT SURVEY CONTROL
 AY1226  ___________________________________________________________________
 AY1226* NAD 83(1986)-  29 21 12.     (N)    099 21 05.     (W)     SCALED    
 AY1226* NAVD 88     -       324.319  (meters)    1064.04   (feet)  ADJUSTED  
 AY1226  ___________________________________________________________________
 AY1226  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AY1226  DYNAMIC HT  -         323.847 (meters)    1062.49  (feet)  COMP
 AY1226  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 AY1226
 AY1226  VERT ORDER  -  FIRST     CLASS II
 AY1226
 AY1226.The horizontal coordinates were scaled from a topographic map and have
 AY1226.an estimated accuracy of +/- 6 seconds.
 AY1226
 AY1226.The orthometric height was determined by differential leveling
 AY1226.and adjusted by the National Geodetic Survey in June 1991..
 AY1226
 AY1226.The geoid height was determined by GEOID03.
 AY1226
 AY1226.The dynamic height is computed by dividing the NAVD 88
 AY1226.geopotential number by the normal gravity value computed on the
 AY1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1226.degrees latitude (g = 980.6199 gals.).
 AY1226
 AY1226.The modeled gravity was interpolated from observed gravity values.
 AY1226
 AY1226;                    North         East    Units  Estimated Accuracy
 AY1226;SPC TXSC     - 4,168,510.      565,880.      MT  (+/- 180 meters Scaled)
 AY1226
 AY1226                          SUPERSEDED SURVEY CONTROL
 AY1226
 AY1226  NGVD 29 (??/??/92)  324.194  (m)         1063.63   (f) ADJ UNCH    1 2
 AY1226
 AY1226.Superseded values are not recommended for survey control.
 AY1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1226.See file dsdata.txt to determine how the superseded data were derived.
 AY1226
 AY1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT658471(NAD 83)
 AY1226_MARKER: DB = BENCH MARK DISK
 AY1226_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AY1226_SP_SET: 7.5 FT.
 AY1226_STAMPING: C 1094 1957
 AY1226_MARK LOGO: CGS   
 AY1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1226
 AY1226  HISTORY     - Date     Condition        Report By
 AY1226  HISTORY     - 1957     MONUMENTED       CGS
 AY1226  HISTORY     - 1982     GOOD             NGS
 AY1226  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1226  HISTORY     - 19950519 GOOD             USPSQD
 AY1226  HISTORY     - 20011113 GOOD             USPSQD
 AY1226
 AY1226                          STATION DESCRIPTION
 AY1226
 AY1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1226'7.4 MI E FROM SABINAL.
 AY1226'7.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1226'STATION AT SABINAL, 5 RAILS EAST OF THE CENTER OF A PRIVATE ROAD
 AY1226'CROSSING, 45.4 FEET SOUTH OF THE SOUTH RAIL, 28.2 FEET NORTHEAST OF A
 AY1226'POWER POLE, 13.4 FEET EAST OF THE 1ST POLE WEST OF MILEPOST 272, 1.6
 AY1226'FEET NORTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, 1.0 MILE WEST
 AY1226'OF BENCH MARK A 1100, CLAMPED ON THE TOP OF A 5/8 INCH COPPER COATED
 AY1226'STEEL ROD WHICH IS DRIVEN 7.5 FEET IN THE GROUND, INCASED IN A 6 INCH
 AY1226'TILE PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1226
 AY1226                          STATION RECOVERY (1982)
 AY1226
 AY1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1226'MARK RECOVERED THIS DATE, 6.1 KM (3.8 MI) EAST NORTHEAST ALONG A
 AY1226'GRAVEL ROAD (RAILROAD SERVICE ROAD) WHICH PARALLELS RAILROAD ON SOUTH
 AY1226'SIDE FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND RANCH ROAD
 AY1226'187 IN SABINAL, THENCE AFTER CROSSING OVER RAILROAD TRACKS EAST
 AY1226'NORTHEAST ALONG AN ASPHALT ROAD FOR 5.5 KM (4.05 MI).  NOTE,
 AY1226'8.6 METERS (28.2 FT) EAST OF FIRST POLE WEST OF MILEPOLE 272, NOT AS
 AY1226'IN ORIGINAL DESCRIPTION.
 AY1226
 AY1226                          STATION RECOVERY (1988)
 AY1226
 AY1226'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1226'MARK NOT FOUND.
 AY1226
 AY1226                          STATION RECOVERY (1995)
 AY1226
 AY1226'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1226'RECOVERED IN GOOD CONDITION.
 AY1226
 AY1226                          STATION RECOVERY (2001)
 AY1226
 AY1226'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0872 ***********************************************************************
 AY0872  DESIGNATION -  C 1095
 AY0872  PID         -  AY0872
 AY0872  STATE/COUNTY-  TX/MEDINA
 AY0872  USGS QUAD   -  CASTROVILLE (1982)
 AY0872
 AY0872                         *CURRENT SURVEY CONTROL
 AY0872  ___________________________________________________________________
 AY0872* NAD 83(1986)-  29 15 58.     (N)    098 53 20.     (W)     SCALED    
 AY0872* NAVD 88     -       240.620  (meters)     789.43   (feet)  ADJUSTED  
 AY0872  ___________________________________________________________________
 AY0872  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AY0872  DYNAMIC HT  -         240.275 (meters)     788.30  (feet)  COMP
 AY0872  MODELED GRAV-     979,203.0   (mgal)                       NAVD 88
 AY0872
 AY0872  VERT ORDER  -  FIRST     CLASS II
 AY0872
 AY0872.The horizontal coordinates were scaled from a topographic map and have
 AY0872.an estimated accuracy of +/- 6 seconds.
 AY0872
 AY0872.The orthometric height was determined by differential leveling
 AY0872.and adjusted by the National Geodetic Survey in June 1991..
 AY0872
 AY0872.The geoid height was determined by GEOID03.
 AY0872
 AY0872.The dynamic height is computed by dividing the NAVD 88
 AY0872.geopotential number by the normal gravity value computed on the
 AY0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0872.degrees latitude (g = 980.6199 gals.).
 AY0872
 AY0872.The modeled gravity was interpolated from observed gravity values.
 AY0872
 AY0872;                    North         East    Units  Estimated Accuracy
 AY0872;SPC TXSC     - 4,158,800.      610,800.      MT  (+/- 180 meters Scaled)
 AY0872
 AY0872                          SUPERSEDED SURVEY CONTROL
 AY0872
 AY0872  NGVD 29 (??/??/92)  240.496  (m)          789.03   (f) ADJ UNCH    1 2
 AY0872
 AY0872.Superseded values are not recommended for survey control.
 AY0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0872.See file dsdata.txt to determine how the superseded data were derived.
 AY0872
 AY0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT107374(NAD 83)
 AY0872_MARKER: DB = BENCH MARK DISK
 AY0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0872_STAMPING: C 1095 1957
 AY0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0872+STABILITY: SURFACE MOTION
 AY0872
 AY0872  HISTORY     - Date     Condition        Report By
 AY0872  HISTORY     - 1957     MONUMENTED       CGS
 AY0872  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 AY0872  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0872
 AY0872                          STATION DESCRIPTION
 AY0872
 AY0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0872'5.6 MI SW FROM LACOSTE.
 AY0872'5.6 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0872'STATION AT LACOSTE, 31 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5 FEET
 AY0872'NORTHEAST OF THE 6TH POLE NORTHEAST OF MILEPOST 240, 4.5 FEET
 AY0872'NORTHWEST OF THE CENTER LINE OF A ROAD, 41 FEET NORTHEAST OF A WITNESS
 AY0872'POST, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 AY0872'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0872
 AY0872                          STATION RECOVERY (1997)
 AY0872
 AY0872'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0872'MARK NOT FOUND.
 AY0872
 AY0872                          STATION RECOVERY (2002)
 AY0872
 AY0872'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0546 ***********************************************************************
 BP0546  DESIGNATION -  C 1096
 BP0546  PID         -  BP0546
 BP0546  STATE/COUNTY-  TX/BREWSTER
 BP0546  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0546
 BP0546                         *CURRENT SURVEY CONTROL
 BP0546  ___________________________________________________________________
 BP0546* NAD 83(1986)-  30 21 32.     (N)    103 39 17.     (W)     SCALED    
 BP0546* NAVD 88     -      1367.022  (meters)    4484.97   (feet)  ADJUSTED  
 BP0546  ___________________________________________________________________
 BP0546  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 BP0546  DYNAMIC HT  -        1364.810 (meters)    4477.71  (feet)  COMP
 BP0546  MODELED GRAV-     978,975.4   (mgal)                       NAVD 88
 BP0546  OBS GRAVITY -     978,975.8   (mgal)                       GRAV_OBS
 BP0546
 BP0546  VERT ORDER  -  FIRST     CLASS I
 BP0546
 BP0546.The horizontal coordinates were scaled from a topographic map and have
 BP0546.an estimated accuracy of +/- 6 seconds.
 BP0546
 BP0546.The orthometric height was determined by differential leveling
 BP0546.and adjusted by the National Geodetic Survey in June 1991..
 BP0546
 BP0546.The geoid height was determined by GEOID03.
 BP0546
 BP0546.The dynamic height is computed by dividing the NAVD 88
 BP0546.geopotential number by the normal gravity value computed on the
 BP0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0546.degrees latitude (g = 980.6199 gals.).
 BP0546
 BP0546.The modeled gravity was interpolated from observed gravity values.
 BP0546.The observed gravity was obtained from relative gravimeter ties
 BP0546.to the IGSN71 gravity network.
 BP0546
 BP0546;                    North         East    Units  Estimated Accuracy
 BP0546;SPC TXSC     - 4,288,820.      152,620.      MT  (+/- 180 meters Scaled)
 BP0546
 BP0546                          SUPERSEDED SURVEY CONTROL
 BP0546
 BP0546.No superseded survey control is available for this station.
 BP0546
 BP0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP292593(NAD 83)
 BP0546_MARKER: DB = BENCH MARK DISK
 BP0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0546_SP_SET: SEMAPHORE FOUNDATION
 BP0546_STAMPING: C 1096 1977
 BP0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0546
 BP0546  HISTORY     - Date     Condition        Report By
 BP0546  HISTORY     - 1977     MONUMENTED       NGS
 BP0546  HISTORY     - 1989     GOOD             USPSQD
 BP0546  HISTORY     - 19961007 GOOD             USPSQD
 BP0546  HISTORY     - 20030420 GOOD             USPSQD
 BP0546
 BP0546                          STATION DESCRIPTION
 BP0546
 BP0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0546'0.4 MI NE FROM ALPINE.
 BP0546'0.4 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0546'THE STATION AT ALPINE, AT THE CROSSING OF STATE HIGHWAY 118, IN
 BP0546'TOP OF WEST CORNER OF A FORMER SEMAPHORE CONCRETE FOUNDATION,
 BP0546'16.2 FT. NORTHWEST OF THE NORTHWEST RAIL, 23.2 FT SOUTHWEST OF THE
 BP0546'CENTER LINE OF STATE HIGHWAY 118, AND 1 FT ABOVE THE GROUND
 BP0546
 BP0546                          STATION RECOVERY (1989)
 BP0546
 BP0546'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0546'RECOVERED IN GOOD CONDITION.
 BP0546
 BP0546                          STATION RECOVERY (1996)
 BP0546
 BP0546'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0546'RECOVERED IN GOOD CONDITION.
 BP0546
 BP0546                          STATION RECOVERY (2003)
 BP0546
 BP0546'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BP0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0326 ***********************************************************************
 BQ0326  DESIGNATION -  C 1097
 BQ0326  PID         -  BQ0326
 BQ0326  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0326  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0326
 BQ0326                         *CURRENT SURVEY CONTROL
 BQ0326  ___________________________________________________________________
 BQ0326* NAD 83(1986)-  30 40 42.     (N)    104 00 57.     (W)     SCALED    
 BQ0326* NAVD 88     -      1987.179  (meters)    6519.60   (feet)  ADJUSTED  
 BQ0326  ___________________________________________________________________
 BQ0326  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0326  DYNAMIC HT  -        1983.800 (meters)    6508.52  (feet)  COMP
 BQ0326  MODELED GRAV-     978,868.4   (mgal)                       NAVD 88
 BQ0326  OBS GRAVITY -     978,840.9   (mgal)                       GRAV_OBS
 BQ0326
 BQ0326  VERT ORDER  -  FIRST     CLASS I
 BQ0326
 BQ0326.The horizontal coordinates were scaled from a topographic map and have
 BQ0326.an estimated accuracy of +/- 6 seconds.
 BQ0326
 BQ0326.The orthometric height was determined by differential leveling
 BQ0326.and adjusted by the National Geodetic Survey in July 2002..
 BQ0326
 BQ0326.The geoid height was determined by GEOID03.
 BQ0326
 BQ0326.The dynamic height is computed by dividing the NAVD 88
 BQ0326.geopotential number by the normal gravity value computed on the
 BQ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0326.degrees latitude (g = 980.6199 gals.).
 BQ0326
 BQ0326.The modeled gravity was interpolated from observed gravity values.
 BQ0326.The observed gravity was obtained from relative gravimeter ties
 BQ0326.to the IGSN71 gravity network.
 BQ0326
 BQ0326;                    North         East    Units  Estimated Accuracy
 BQ0326;SPC TX C     - 3,117,990.      347,230.      MT  (+/- 180 meters Scaled)
 BQ0326
 BQ0326                          SUPERSEDED SURVEY CONTROL
 BQ0326
 BQ0326  NAVD 88 (06/15/91) 1987.182  (m)         6519.61   (f) UNKNOWN     1 1
 BQ0326  NGVD 29 (??/??/92) 1986.526  (m)         6517.46   (f) ADJ UNCH    1 1
 BQ0326
 BQ0326.Superseded values are not recommended for survey control.
 BQ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0326.See file dsdata.txt to determine how the superseded data were derived.
 BQ0326
 BQ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP942943(NAD 83)
 BQ0326_MARKER: DV = VERTICAL CONTROL DISK
 BQ0326_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0326_SP_SET: ROCK OUTCROP
 BQ0326_STAMPING: C 1097 1977
 BQ0326_MARK LOGO: NGS   
 BQ0326_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0326+STABILITY: POSITION/ELEVATION WELL
 BQ0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BQ0326+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1996
 BQ0326
 BQ0326  HISTORY     - Date     Condition        Report By
 BQ0326  HISTORY     - 1977     MONUMENTED       NGS
 BQ0326  HISTORY     - 1989     GOOD             USPSQD
 BQ0326  HISTORY     - 19961007 GOOD             USPSQD
 BQ0326  HISTORY     - 19961108 GOOD             NGS
 BQ0326  HISTORY     - 20030322 GOOD             USPSQD
 BQ0326
 BQ0326                          STATION DESCRIPTION
 BQ0326
 BQ0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0326'16.20 MI NW FROM FORT DAVIS.
 BQ0326'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE
 BQ0326'COUNTY COURTHOUSE AT FORT DAVIS, THENCE 1.10 MILES SOUTHEAST
 BQ0326'ALONG SPUR 78 FROM ITS JUNCTION WITH 118, THENCE 0.10 MILES
 BQ0326'NORTHEAST ALONG A ROAD LEADING TO THE VALIDATION SITE FOR MCDONALDS
 BQ0326'OBSERVATORY, ON THE SOUTHWEST FACE OF HILL NORTH OF THE OBSERVATORY,
 BQ0326'105 FT. SOUTHWEST OF THE CENTER LINE OF THE ROAD, 390 FT.
 BQ0326'NORTHWEST OF THE NORTHWEST END OF A DUMP HOLE, APPROXIMATELY
 BQ0326'400 FT. NORTH-NORTHWEST OF VALIDATION NO. 3
 BQ0326
 BQ0326                          STATION RECOVERY (1989)
 BQ0326
 BQ0326'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0326'RECOVERED IN GOOD CONDITION.
 BQ0326
 BQ0326                          STATION RECOVERY (1996)
 BQ0326
 BQ0326'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0326'RECOVERED IN GOOD CONDITION.
 BQ0326
 BQ0326                          STATION RECOVERY (1996)
 BQ0326
 BQ0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BQ0326'24.7 KM (15.35 MI) NORTHERLY ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 BQ0326'OF STATE HIGHWAY 17 IN FORT DAVIS, THENCE 1.4 KM (0.85 MI) EASTERLY
 BQ0326'ALONG STATE ROAD SPUR 78 LEADING TO THE MCDONALD OBSERVATORY, THENCE
 BQ0326'0.3 KM (0.20 MI) NORTHERLY ALONG A PAVED ROAD, NEAR THE CENTER OF A 2
 BQ0326'BY 3-FOOT EXPOSED AREA OF BEDROCK, 47.1 M (154.5 FT) NORTH OF THE EAST
 BQ0326'END OF A CULVERT UNDER THE ROAD, 3.9 M (12.8 FT) EAST OF THE ROAD
 BQ0326'CENTERLINE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0
 BQ0326'FT) ABOVE THE GROUND SURFACE.
 BQ0326
 BQ0326                          STATION RECOVERY (2003)
 BQ0326
 BQ0326'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0314 ***********************************************************************
 BQ0314  DESIGNATION -  C 1098
 BQ0314  PID         -  BQ0314
 BQ0314  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0314  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0314
 BQ0314                         *CURRENT SURVEY CONTROL
 BQ0314  ___________________________________________________________________
 BQ0314* NAD 83(1986)-  30 39 24.     (N)    104 01 18.     (W)     SCALED    
 BQ0314* NAVD 88     -      1714.281  (meters)    5624.27   (feet)  ADJUSTED  
 BQ0314  ___________________________________________________________________
 BQ0314  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BQ0314  DYNAMIC HT  -        1711.390 (meters)    5614.79  (feet)  COMP
 BQ0314  MODELED GRAV-     978,893.8   (mgal)                       NAVD 88
 BQ0314  OBS GRAVITY -     978,899.6   (mgal)                       GRAV_OBS
 BQ0314
 BQ0314  VERT ORDER  -  FIRST     CLASS I
 BQ0314
 BQ0314.The horizontal coordinates were scaled from a topographic map and have
 BQ0314.an estimated accuracy of +/- 6 seconds.
 BQ0314
 BQ0314.The orthometric height was determined by differential leveling
 BQ0314.and adjusted by the National Geodetic Survey in June 1991..
 BQ0314
 BQ0314.The geoid height was determined by GEOID03.
 BQ0314
 BQ0314.The dynamic height is computed by dividing the NAVD 88
 BQ0314.geopotential number by the normal gravity value computed on the
 BQ0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0314.degrees latitude (g = 980.6199 gals.).
 BQ0314
 BQ0314.The modeled gravity was interpolated from observed gravity values.
 BQ0314.The observed gravity was obtained from relative gravimeter ties
 BQ0314.to the IGSN71 gravity network.
 BQ0314
 BQ0314;                    North         East    Units  Estimated Accuracy
 BQ0314;SPC TX C     - 3,115,610.      346,590.      MT  (+/- 180 meters Scaled)
 BQ0314
 BQ0314                          SUPERSEDED SURVEY CONTROL
 BQ0314
 BQ0314  NGVD 29 (??/??/92) 1713.638  (m)         5622.16   (f) ADJ UNCH    1 1
 BQ0314
 BQ0314.Superseded values are not recommended for survey control.
 BQ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0314.See file dsdata.txt to determine how the superseded data were derived.
 BQ0314
 BQ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP937919(NAD 83)
 BQ0314_MARKER: DB = BENCH MARK DISK
 BQ0314_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0314_SP_SET: ROCK OUTCROP
 BQ0314_STAMPING: C 1098 1977
 BQ0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0314+STABILITY: POSITION/ELEVATION WELL
 BQ0314
 BQ0314  HISTORY     - Date     Condition        Report By
 BQ0314  HISTORY     - 1977     MONUMENTED       NGS
 BQ0314  HISTORY     - 1988     GOOD             USPSQD
 BQ0314  HISTORY     - 1989     GOOD             USPSQD
 BQ0314  HISTORY     - 19961007 GOOD             USPSQD
 BQ0314  HISTORY     - 20030322 GOOD             USPSQD
 BQ0314
 BQ0314                          STATION DESCRIPTION
 BQ0314
 BQ0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0314'12.45 MI NW FROM FORT DAVIS.
 BQ0314'ABOUT 12.45 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0314'COURTHOUSE AT FORT DAVIS, 36.6 FT. NORTHEAST OF CENTER LINE OF
 BQ0314'HIGHWAY, 9 FT. SOUTHWEST OF  AND 10 FT. BELOW RIGHT-OF-WAY FENCE,
 BQ0314'253 FT. NORTHWEST OF A PASTURE GATE.
 BQ0314
 BQ0314                          STATION RECOVERY (1988)
 BQ0314
 BQ0314'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0314'RECOVERED IN GOOD CONDITION.
 BQ0314
 BQ0314                          STATION RECOVERY (1989)
 BQ0314
 BQ0314'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0314'RECOVERED IN GOOD CONDITION.
 BQ0314
 BQ0314                          STATION RECOVERY (1996)
 BQ0314
 BQ0314'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0314'RECOVERED IN GOOD CONDITION.
 BQ0314
 BQ0314                          STATION RECOVERY (2003)
 BQ0314
 BQ0314'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0147 ***********************************************************************
 AZ0147  DESIGNATION -  C 1099
 AZ0147  PID         -  AZ0147
 AZ0147  STATE/COUNTY-  TX/KINNEY
 AZ0147  USGS QUAD   -  MUD CREEK NORTH (1978)
 AZ0147
 AZ0147                         *CURRENT SURVEY CONTROL
 AZ0147  ___________________________________________________________________
 AZ0147* NAD 83(1986)-  29 22 46.     (N)    100 40 18.     (W)     SCALED    
 AZ0147* NAVD 88     -       328.420  (meters)    1077.49   (feet)  ADJUSTED  
 AZ0147  ___________________________________________________________________
 AZ0147  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0147  DYNAMIC HT  -         327.937 (meters)    1075.91  (feet)  COMP
 AZ0147  MODELED GRAV-     979,163.0   (mgal)                       NAVD 88
 AZ0147
 AZ0147  VERT ORDER  -  FIRST     CLASS II
 AZ0147
 AZ0147.The horizontal coordinates were scaled from a topographic map and have
 AZ0147.an estimated accuracy of +/- 6 seconds.
 AZ0147
 AZ0147.The orthometric height was determined by differential leveling
 AZ0147.and adjusted by the National Geodetic Survey in June 1991..
 AZ0147
 AZ0147.The geoid height was determined by GEOID03.
 AZ0147
 AZ0147.The dynamic height is computed by dividing the NAVD 88
 AZ0147.geopotential number by the normal gravity value computed on the
 AZ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0147.degrees latitude (g = 980.6199 gals.).
 AZ0147
 AZ0147.The modeled gravity was interpolated from observed gravity values.
 AZ0147
 AZ0147;                    North         East    Units  Estimated Accuracy
 AZ0147;SPC TXSC     - 4,172,510.      437,740.      MT  (+/- 180 meters Scaled)
 AZ0147
 AZ0147                          SUPERSEDED SURVEY CONTROL
 AZ0147
 AZ0147  NGVD 29 (??/??/92)  328.351  (m)         1077.26   (f) ADJ UNCH    1 2
 AZ0147
 AZ0147.Superseded values are not recommended for survey control.
 AZ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0147.See file dsdata.txt to determine how the superseded data were derived.
 AZ0147
 AZ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT377511(NAD 83)
 AZ0147_MARKER: DB = BENCH MARK DISK
 AZ0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0147_SP_SET: CULVERT
 AZ0147_STAMPING: C 1099 1957
 AZ0147_MARK LOGO: CGS   
 AZ0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0147
 AZ0147  HISTORY     - Date     Condition        Report By
 AZ0147  HISTORY     - 1957     MONUMENTED       CGS
 AZ0147  HISTORY     - 1982     GOOD             NGS
 AZ0147  HISTORY     - 19960524 GOOD             USPSQD
 AZ0147
 AZ0147                          STATION DESCRIPTION
 AZ0147
 AZ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0147'14.8 MI E FROM DEL RIO.
 AZ0147'ABOUT 14.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0147'THE STATION AT DEL RIO, 6 1/2 POLES EAST OF MILE POST 364, IN THE TOP
 AZ0147'OF THE WEST END OF THE SOUTH HEAD WALL OF A 12-CHANNEL CONCRETE
 AZ0147'CULVERT UNDER U.S. HIGHWAY 90, 78 FEET NORTH OF THE NORTH RAIL, 20
 AZ0147'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.7 FOOT ABOVE
 AZ0147'THE LEVEL OF THE HIGHWAY.
 AZ0147
 AZ0147                          STATION RECOVERY (1982)
 AZ0147
 AZ0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0147'RECOVERED THIS DATE A NEW DESCRIPTION FOLLOWS, 2.2 KM (1.4 MI)
 AZ0147'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 90 AND 277 (AVENUE F STREET)
 AZ0147'FROM THE CIVIC CENTER IN DEL RIO, TO THE JUNCTION OF U.S. HIGHWAY
 AZ0147'90 EAST (GIBBS STREET), THENCE 23.6 KM (14.65 MI) EAST ALONG U.S.
 AZ0147'HIGHWAY 90, AT THE WEST END OF THE SOUTH HEADWALL OF A 12-CHANNEL
 AZ0147'CONCRETE CULVERT UNDER U.S. HIGHWAY 90, 9.1 KM (30.0 FT) SOUTH OF THE
 AZ0147'CENTERLINE OF THE HIGHWAY, 23.7 METERS (78.0 FT) NORTH OF THE
 AZ0147'NORTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 AZ0147'THE MARK IS 0.7 M ABOVE HIGHWAY 90.
 AZ0147
 AZ0147                          STATION RECOVERY (1996)
 AZ0147
 AZ0147'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1234 ***********************************************************************
 AY1234  DESIGNATION -  C 1100
 AY1234  PID         -  AY1234
 AY1234  STATE/COUNTY-  TX/MEDINA
 AY1234  USGS QUAD   -  D'HANIS (1970)
 AY1234
 AY1234                         *CURRENT SURVEY CONTROL
 AY1234  ___________________________________________________________________
 AY1234* NAD 83(1986)-  29 19 41.     (N)    099 18 40.     (W)     SCALED    
 AY1234* NAVD 88     -       278.264  (meters)     912.94   (feet)  POSTED    
 AY1234  ___________________________________________________________________
 AY1234  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AY1234  DYNAMIC HT  -         277.860 (meters)     911.61  (feet)  COMP
 AY1234  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 AY1234
 AY1234  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1234
 AY1234.The horizontal coordinates were scaled from a topographic map and have
 AY1234.an estimated accuracy of +/- 6 seconds.
 AY1234
 AY1234.The orthometric height was determined by differential leveling
 AY1234.and adjusted by the National Geodetic Survey in 1992..
 AY1234.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1234.rate of 0.0 thru 1.0 mm/km.
 AY1234
 AY1234.The geoid height was determined by GEOID03.
 AY1234
 AY1234.The dynamic height is computed by dividing the NAVD 88
 AY1234.geopotential number by the normal gravity value computed on the
 AY1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1234.degrees latitude (g = 980.6199 gals.).
 AY1234
 AY1234.The modeled gravity was interpolated from observed gravity values.
 AY1234
 AY1234;                    North         East    Units  Estimated Accuracy
 AY1234;SPC TXSC     - 4,165,700.      569,790.      MT  (+/- 180 meters Scaled)
 AY1234
 AY1234                          SUPERSEDED SURVEY CONTROL
 AY1234
 AY1234  NGVD 29 (??/??/92)  278.149  (m)          912.56   (f) ADJ UNCH    1 2
 AY1234
 AY1234.Superseded values are not recommended for survey control.
 AY1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1234.See file dsdata.txt to determine how the superseded data were derived.
 AY1234
 AY1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT697443(NAD 83)
 AY1234_MARKER: DB = BENCH MARK DISK
 AY1234_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY1234_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY1234_STAMPING: C 1100 1957
 AY1234_MARK LOGO: CGS   
 AY1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1234
 AY1234  HISTORY     - Date     Condition        Report By
 AY1234  HISTORY     - 1957     MONUMENTED       CGS
 AY1234  HISTORY     - 1982     POOR             NGS
 AY1234  HISTORY     - 1988     GOOD             USPSQD
 AY1234  HISTORY     - 19950519 MARK NOT FOUND   USPSQD
 AY1234  HISTORY     - 20011113 MARK NOT FOUND   USPSQD
 AY1234
 AY1234                          STATION DESCRIPTION
 AY1234
 AY1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1234'2.0 MI NW FROM DHANIS.
 AY1234'2.0 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1234'STATION AT DHANIS, 15 RAILS SOUTHEAST OF THE SOUTHEAST END OF TRESTLE
 AY1234'269.08, 1 1/2 POLES SOUTHEAST OF MILEPOST 269, 42 FEET NORTHEAST OF
 AY1234'THE NORTHEAST RAIL, 25 FEET NORTHWEST OF A TELEPHONE POLE, IN LINE
 AY1234'WITH A ROW OF TELEPHONE POLES, 3.8 FEET SOUTHWEST OF A FENCE, 2.2 FEET
 AY1234'SOUTHEAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, 0.2
 AY1234'FOOT ABOVE THE GROUND, SET IN THE TOP OF A 6 INCH TILE PIPE WHICH IS
 AY1234'FILLED WITH CONCRETE.
 AY1234
 AY1234                          STATION RECOVERY (1982)
 AY1234
 AY1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1234'MARK RECOVERED THIS DATE, FOUND STABLE BUT LEANING TO THE NORTH, NOT
 AY1234'LEVELED AT THIS DATE.
 AY1234
 AY1234                          STATION RECOVERY (1988)
 AY1234
 AY1234'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1234'RECOVERED IN GOOD CONDITION.
 AY1234
 AY1234                          STATION RECOVERY (1995)
 AY1234
 AY1234'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1234'MARK NOT FOUND.
 AY1234
 AY1234                          STATION RECOVERY (2001)
 AY1234
 AY1234'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0488 ***********************************************************************
 CC0488  DESIGNATION -  C 1101
 CC0488  PID         -  CC0488
 CC0488  STATE/COUNTY-  TX/REEVES
 CC0488  USGS QUAD   -  ORLA SE (1961)
 CC0488
 CC0488                         *CURRENT SURVEY CONTROL
 CC0488  ___________________________________________________________________
 CC0488* NAD 83(1986)-  31 46 19.     (N)    103 47 57.     (W)     SCALED    
 CC0488* NAVD 88     -       831.942  (meters)    2729.46   (feet)  ADJUSTED  
 CC0488  ___________________________________________________________________
 CC0488  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CC0488  DYNAMIC HT  -         830.708 (meters)    2725.41  (feet)  COMP
 CC0488  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 CC0488
 CC0488  VERT ORDER  -  FIRST     CLASS II
 CC0488
 CC0488.The horizontal coordinates were scaled from a topographic map and have
 CC0488.an estimated accuracy of +/- 6 seconds.
 CC0488
 CC0488.The orthometric height was determined by differential leveling
 CC0488.and adjusted by the National Geodetic Survey in June 1991..
 CC0488
 CC0488.The geoid height was determined by GEOID03.
 CC0488
 CC0488.The dynamic height is computed by dividing the NAVD 88
 CC0488.geopotential number by the normal gravity value computed on the
 CC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0488.degrees latitude (g = 980.6199 gals.).
 CC0488
 CC0488.The modeled gravity was interpolated from observed gravity values.
 CC0488
 CC0488;                    North         East    Units  Estimated Accuracy
 CC0488;SPC TX C     - 3,238,500.      371,760.      MT  (+/- 180 meters Scaled)
 CC0488
 CC0488                          SUPERSEDED SURVEY CONTROL
 CC0488
 CC0488  NGVD 29 (??/??/92)  831.500  (m)         2728.01   (f) ADJ UNCH    1 2
 CC0488
 CC0488.Superseded values are not recommended for survey control.
 CC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0488.See file dsdata.txt to determine how the superseded data were derived.
 CC0488
 CC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR137157(NAD 83)
 CC0488_MARKER: DB = BENCH MARK DISK
 CC0488_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0488_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0488_STAMPING: C 1101 1957
 CC0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0488
 CC0488  HISTORY     - Date     Condition        Report By
 CC0488  HISTORY     - 1957     MONUMENTED       CGS
 CC0488
 CC0488                          STATION DESCRIPTION
 CC0488
 CC0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0488'8.2 MI SE FROM ORLA.
 CC0488'ABOUT 8.2 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0488'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 53 FEET SOUTHWEST OF
 CC0488'MILEPOST 239, 82 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 127 FEET
 CC0488'WEST OF THE WEST END OF A WOODEN BRIDGE, 2 1/2 FEET NORTHWEST OF A
 CC0488'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND BRAZED ON
 CC0488'THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0112 ***********************************************************************
 BP0112  DESIGNATION -  C 1102
 BP0112  PID         -  BP0112
 BP0112  STATE/COUNTY-  TX/BREWSTER
 BP0112  USGS QUAD   -  TESNUS (1968)
 BP0112
 BP0112                         *CURRENT SURVEY CONTROL
 BP0112  ___________________________________________________________________
 BP0112* NAD 83(1986)-  30 06 27.     (N)    102 56 49.     (W)     SCALED    
 BP0112* NAVD 88     -      1168.238  (meters)    3832.79   (feet)  ADJUSTED  
 BP0112  ___________________________________________________________________
 BP0112  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BP0112  DYNAMIC HT  -        1166.353 (meters)    3826.61  (feet)  COMP
 BP0112  MODELED GRAV-     978,988.5   (mgal)                       NAVD 88
 BP0112
 BP0112  VERT ORDER  -  FIRST     CLASS II
 BP0112
 BP0112.The horizontal coordinates were scaled from a topographic map and have
 BP0112.an estimated accuracy of +/- 6 seconds.
 BP0112
 BP0112.The orthometric height was determined by differential leveling
 BP0112.and adjusted by the National Geodetic Survey in June 1991..
 BP0112
 BP0112.The geoid height was determined by GEOID03.
 BP0112
 BP0112.The dynamic height is computed by dividing the NAVD 88
 BP0112.geopotential number by the normal gravity value computed on the
 BP0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0112.degrees latitude (g = 980.6199 gals.).
 BP0112
 BP0112.The modeled gravity was interpolated from observed gravity values.
 BP0112
 BP0112;                    North         East    Units  Estimated Accuracy
 BP0112;SPC TXSC     - 4,258,460.      219,680.      MT  (+/- 180 meters Scaled)
 BP0112
 BP0112                          SUPERSEDED SURVEY CONTROL
 BP0112
 BP0112  NGVD 29 (??/??/92) 1167.890  (m)         3831.65   (f) ADJ UNCH    1 2
 BP0112
 BP0112.Superseded values are not recommended for survey control.
 BP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0112.See file dsdata.txt to determine how the superseded data were derived.
 BP0112
 BP0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP978324(NAD 83)
 BP0112_MARKER: DB = BENCH MARK DISK
 BP0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0112_STAMPING: C 1102 1957
 BP0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0112+STABILITY: SURFACE MOTION
 BP0112
 BP0112  HISTORY     - Date     Condition        Report By
 BP0112  HISTORY     - 1957     MONUMENTED       CGS
 BP0112
 BP0112                          STATION DESCRIPTION
 BP0112
 BP0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0112'21.0 MI SE FROM MARATHON.
 BP0112'ABOUT 21.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0112'FROM THE STATION AT MARATHON, 42 FEET WEST OF MILEPOST 555, ABOUT
 BP0112'22.85 MILES WEST OF THE SECTION FOREMANS HOUSE AT LONGFELLOW, 50 1/2
 BP0112'FEET SOUTH OF THE SOUTH RAIL, 145 FEET SOUTHWEST OF THE CENTER OF A
 BP0112'ROAD CROSSING, 91 FEET SOUTHWEST OF THE WEST END OF WOODEN BRIDGE
 BP0112'NUMBER 554.99, 4 FEET SOUTH OF THE SOUTH RIGHT OF WAY FENCE, 3 1/2
 BP0112'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE
 BP0112'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BP0112'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0269 ***********************************************************************
 BP0269  DESIGNATION -  C 1103
 BP0269  PID         -  BP0269
 BP0269  STATE/COUNTY-  TX/BREWSTER
 BP0269  USGS QUAD   -  ALTUDA (1983)
 BP0269
 BP0269                         *CURRENT SURVEY CONTROL
 BP0269  ___________________________________________________________________
 BP0269* NAD 83(1986)-  30 16 29.     (N)    103 26 15.     (W)     SCALED    
 BP0269* NAVD 88     -      1380.862  (meters)    4530.38   (feet)  ADJUSTED  
 BP0269  ___________________________________________________________________
 BP0269  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 BP0269  DYNAMIC HT  -        1378.589 (meters)    4522.92  (feet)  COMP
 BP0269  MODELED GRAV-     978,947.4   (mgal)                       NAVD 88
 BP0269
 BP0269  VERT ORDER  -  FIRST     CLASS II
 BP0269
 BP0269.The horizontal coordinates were scaled from a topographic map and have
 BP0269.an estimated accuracy of +/- 6 seconds.
 BP0269
 BP0269.The orthometric height was determined by differential leveling
 BP0269.and adjusted by the National Geodetic Survey in June 1991..
 BP0269
 BP0269.The geoid height was determined by GEOID03.
 BP0269
 BP0269.The dynamic height is computed by dividing the NAVD 88
 BP0269.geopotential number by the normal gravity value computed on the
 BP0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0269.degrees latitude (g = 980.6199 gals.).
 BP0269
 BP0269.The modeled gravity was interpolated from observed gravity values.
 BP0269
 BP0269;                    North         East    Units  Estimated Accuracy
 BP0269;SPC TXSC     - 4,278,680.      173,130.      MT  (+/- 180 meters Scaled)
 BP0269
 BP0269                          SUPERSEDED SURVEY CONTROL
 BP0269
 BP0269  NGVD 29 (??/??/92) 1380.397  (m)         4528.85   (f) ADJ UNCH    1 2
 BP0269
 BP0269.Superseded values are not recommended for survey control.
 BP0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0269.See file dsdata.txt to determine how the superseded data were derived.
 BP0269
 BP0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP502502(NAD 83)
 BP0269_MARKER: DB = BENCH MARK DISK
 BP0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0269_STAMPING: C 1103 1957
 BP0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0269+STABILITY: SURFACE MOTION
 BP0269
 BP0269  HISTORY     - Date     Condition        Report By
 BP0269  HISTORY     - 1957     MONUMENTED       CGS
 BP0269
 BP0269                          STATION DESCRIPTION
 BP0269
 BP0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0269'13.0 MI NW FROM MARATHON.
 BP0269'ABOUT 13.0 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0269'FROM THE STATION AT MARATHON, 45 FEET WEST OF MILEPOST 589, 48 FEET
 BP0269'SOUTHWEST OF THE SOUTHWEST RAIL, 5 FEET SOUTHWEST OF THE SOUTHWEST
 BP0269'RIGHT OF WAY FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 BP0269'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0269'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0328 ***********************************************************************
 BP0328  DESIGNATION -  C 1104
 BP0328  PID         -  BP0328
 BP0328  STATE/COUNTY-  TX/PRESIDIO
 BP0328  USGS QUAD   -  NOPAL (1972)
 BP0328
 BP0328                         *CURRENT SURVEY CONTROL
 BP0328  ___________________________________________________________________
 BP0328* NAD 83(1986)-  30 17 37.     (N)    103 57 00.     (W)     SCALED    
 BP0328* NAVD 88     -      1470.356  (meters)    4823.99   (feet)  ADJUSTED  
 BP0328  ___________________________________________________________________
 BP0328  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 BP0328  DYNAMIC HT  -        1467.902 (meters)    4815.94  (feet)  COMP
 BP0328  MODELED GRAV-     978,920.8   (mgal)                       NAVD 88
 BP0328
 BP0328  VERT ORDER  -  FIRST     CLASS II
 BP0328
 BP0328.The horizontal coordinates were scaled from a topographic map and have
 BP0328.an estimated accuracy of +/- 6 seconds.
 BP0328
 BP0328.The orthometric height was determined by differential leveling
 BP0328.and adjusted by the National Geodetic Survey in June 1991..
 BP0328
 BP0328.The geoid height was determined by GEOID03.
 BP0328
 BP0328.The dynamic height is computed by dividing the NAVD 88
 BP0328.geopotential number by the normal gravity value computed on the
 BP0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0328.degrees latitude (g = 980.6199 gals.).
 BP0328
 BP0328.The modeled gravity was interpolated from observed gravity values.
 BP0328
 BP0328;                    North         East    Units  Estimated Accuracy
 BP0328;SPC TXSC     - 4,282,750.      123,950.      MT  (+/- 180 meters Scaled)
 BP0328
 BP0328                          SUPERSEDED SURVEY CONTROL
 BP0328
 BP0328  NGVD 29 (??/??/92) 1469.771  (m)         4822.07   (f) ADJ UNCH    1 2
 BP0328
 BP0328.Superseded values are not recommended for survey control.
 BP0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0328.See file dsdata.txt to determine how the superseded data were derived.
 BP0328
 BP0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP009517(NAD 83)
 BP0328_MARKER: DB = BENCH MARK DISK
 BP0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0328_STAMPING: C 1104 1957
 BP0328_MARK LOGO: CGS   
 BP0328_PROJECTION: PROJECTING 10 CENTIMETERS
 BP0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0328+STABILITY: SURFACE MOTION
 BP0328
 BP0328  HISTORY     - Date     Condition        Report By
 BP0328  HISTORY     - 1957     MONUMENTED       CGS
 BP0328  HISTORY     - 1981     GOOD             NGS
 BP0328
 BP0328                          STATION DESCRIPTION
 BP0328
 BP0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0328'4.7 MI E FROM MARFA.
 BP0328'ABOUT 4.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0328'STATION AT MARFA, 20 1/2 FEET WEST OF MILEPOST 628, 36 1/2 FEET SOUTH
 BP0328'OF THE SOUTH RAIL, ABOUT 0.15 MILE WEST OF A ROAD CROSSING, 4 1/2
 BP0328'RAILS EAST OF A SEMAPHORE, 121 FEET NORTH OF THE CENTER LINE OF U. S.
 BP0328'HIGHWAY 90, DIRECTLY IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET
 BP0328'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 BP0328'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BP0328
 BP0328                          STATION RECOVERY (1981)
 BP0328
 BP0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0328'6.9 KM (4.3 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BP0328'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, 0.2 KM (0.15 MI) WEST OF A
 BP0328'GRAVELED ROAD LEADING NORTH ACROSS THE SOUTHERN PACIFIC RAILROAD, 36.3
 BP0328'METERS (119.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.1 METERS
 BP0328'(36.4 FT) SOUTH OF THE NEAR RAIL AND 6.3 METERS (20.7 FT) WEST OF
 BP0328'RAILROAD MILEPOST 628.
 BP0328'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BP0328'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0127 ***********************************************************************
 BQ0127  DESIGNATION -  C 1105
 BQ0127  PID         -  BQ0127
 BQ0127  STATE/COUNTY-  TX/PRESIDIO
 BQ0127  USGS QUAD   -  MARFA (1983)
 BQ0127
 BQ0127                         *CURRENT SURVEY CONTROL
 BQ0127  ___________________________________________________________________
 BQ0127* NAD 83(1986)-  30 22 07.     (N)    104 00 38.     (W)     SCALED    
 BQ0127* NAVD 88     -      1473.338  (meters)    4833.78   (feet)  ADJUSTED  
 BQ0127  ___________________________________________________________________
 BQ0127  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 BQ0127  DYNAMIC HT  -        1470.881 (meters)    4825.72  (feet)  COMP
 BQ0127  MODELED GRAV-     978,921.8   (mgal)                       NAVD 88
 BQ0127
 BQ0127  VERT ORDER  -  FIRST     CLASS II
 BQ0127
 BQ0127.This mark is at Marfa Muni (MRF) Airport (MRF)
 BQ0127
 BQ0127.The horizontal coordinates were scaled from a topographic map and have
 BQ0127.an estimated accuracy of +/- 6 seconds.
 BQ0127
 BQ0127.The orthometric height was determined by differential leveling
 BQ0127.and adjusted by the National Geodetic Survey in June 1991..
 BQ0127
 BQ0127.The geoid height was determined by GEOID03.
 BQ0127
 BQ0127.The dynamic height is computed by dividing the NAVD 88
 BQ0127.geopotential number by the normal gravity value computed on the
 BQ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0127.degrees latitude (g = 980.6199 gals.).
 BQ0127
 BQ0127.The modeled gravity was interpolated from observed gravity values.
 BQ0127
 BQ0127;                    North         East    Units  Estimated Accuracy
 BQ0127;SPC TXSC     - 4,291,310.      118,480.      MT  (+/- 180 meters Scaled)
 BQ0127
 BQ0127                          SUPERSEDED SURVEY CONTROL
 BQ0127
 BQ0127  NGVD 29 (??/??/92) 1472.750  (m)         4831.85   (f) ADJ UNCH    1 2
 BQ0127
 BQ0127.Superseded values are not recommended for survey control.
 BQ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0127.See file dsdata.txt to determine how the superseded data were derived.
 BQ0127
 BQ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP950600(NAD 83)
 BQ0127_MARKER: DB = BENCH MARK DISK
 BQ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0127_STAMPING: C 1105 1957
 BQ0127_MARK LOGO: CGS   
 BQ0127_PROJECTION: PROJECTING 5 CENTIMETERS
 BQ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0127+STABILITY: SURFACE MOTION
 BQ0127
 BQ0127  HISTORY     - Date     Condition        Report By
 BQ0127  HISTORY     - 1957     MONUMENTED       CGS
 BQ0127  HISTORY     - 1981     GOOD             NGS
 BQ0127  HISTORY     - 1990     GOOD             USPSQD
 BQ0127  HISTORY     - 19961009 GOOD             USPSQD
 BQ0127
 BQ0127                          STATION DESCRIPTION
 BQ0127
 BQ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0127'4.2 MI N FROM MARFA.
 BQ0127'ABOUT 4.1 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE TEXAS AND NEW
 BQ0127'ORLEANS RAILROAD STATION AT MARFA, THENCE 0.1 MILE WEST ALONG A
 BQ0127'GRAVELED ROAD TO THE MOST EASTERLY ONE OF TWO HANGERS, 175 FEET
 BQ0127'NORTH-NORTHEAST OF THE NORTH CORNER OF A CONCRETE BLOCK HANGER, 41
 BQ0127'FEET SOUTH-SOUTHWEST OF A TRANSFORMER POLE, IN LINE WITH A ROW OF
 BQ0127'POWER POLES, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND IN
 BQ0127'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BQ0127
 BQ0127                          STATION RECOVERY (1981)
 BQ0127
 BQ0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0127'6.8 KM (4.2 MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 BQ0127'WITH U.S. HIGHWAYS 67 AND 90 IN MARFA, THENCE 0.2 KM (0.15 MI)
 BQ0127'NORTHWEST ALONG A GRAVELED ROAD LEADING TO THE MARFA AIRPORT, 53.3
 BQ0127'METERS (175.0 FT) NORTHEAST OF THE NORTH CORNER OF A CONCRETE BLOCK
 BQ0127'HANGAR, 12.5 METERS (41.0 FT) SOUTHWEST OF A UTILITY POLE, AND 9.1
 BQ0127'METERS (30.0 FT) NORTHEAST OF THE CENTER OF THE ROAD.
 BQ0127'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BQ0127'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BQ0127
 BQ0127                          STATION RECOVERY (1990)
 BQ0127
 BQ0127'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0127'RECOVERED IN GOOD CONDITION.
 BQ0127
 BQ0127                          STATION RECOVERY (1996)
 BQ0127
 BQ0127'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0037 ***********************************************************************
 BP0037  DESIGNATION -  C 1106
 BP0037  PID         -  BP0037
 BP0037  STATE/COUNTY-  TX/TERRELL
 BP0037  USGS QUAD   -  SANDERSON (1969)
 BP0037
 BP0037                         *CURRENT SURVEY CONTROL
 BP0037  ___________________________________________________________________
 BP0037* NAD 83(1986)-  30 10 00.     (N)    102 28 20.     (W)     SCALED    
 BP0037* NAVD 88     -       904.994  (meters)    2969.13   (feet)  ADJUSTED  
 BP0037  ___________________________________________________________________
 BP0037  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 BP0037  DYNAMIC HT  -         903.589 (meters)    2964.52  (feet)  COMP
 BP0037  MODELED GRAV-     979,058.8   (mgal)                       NAVD 88
 BP0037
 BP0037  VERT ORDER  -  FIRST     CLASS II
 BP0037
 BP0037.The horizontal coordinates were scaled from a topographic map and have
 BP0037.an estimated accuracy of +/- 6 seconds.
 BP0037
 BP0037.The orthometric height was determined by differential leveling
 BP0037.and adjusted by the National Geodetic Survey in June 1991..
 BP0037
 BP0037.The geoid height was determined by GEOID03.
 BP0037
 BP0037.The dynamic height is computed by dividing the NAVD 88
 BP0037.geopotential number by the normal gravity value computed on the
 BP0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0037.degrees latitude (g = 980.6199 gals.).
 BP0037
 BP0037.The modeled gravity was interpolated from observed gravity values.
 BP0037
 BP0037;                    North         East    Units  Estimated Accuracy
 BP0037;SPC TXSC     - 4,263,570.      265,600.      MT  (+/- 180 meters Scaled)
 BP0037
 BP0037                          SUPERSEDED SURVEY CONTROL
 BP0037
 BP0037  NGVD 29 (??/??/92)  904.708  (m)         2968.20   (f) ADJ UNCH    1 2
 BP0037
 BP0037.Superseded values are not recommended for survey control.
 BP0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0037.See file dsdata.txt to determine how the superseded data were derived.
 BP0037
 BP0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP434399(NAD 83)
 BP0037_MARKER: DB = BENCH MARK DISK
 BP0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0037_STAMPING: C 1106 1957
 BP0037_MARK LOGO: CGS   
 BP0037_PROJECTION: PROJECTING 5 CENTIMETERS
 BP0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0037+STABILITY: SURFACE MOTION
 BP0037
 BP0037  HISTORY     - Date     Condition        Report By
 BP0037  HISTORY     - 1957     MONUMENTED       CGS
 BP0037  HISTORY     - 1981     GOOD             NGS
 BP0037
 BP0037                          STATION DESCRIPTION
 BP0037
 BP0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0037'5.2 MI W FROM SANDERSON.
 BP0037'ABOUT 5.2 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0037'STATION AT SANDERSON, 2 1/2 POLES NORTHWEST OF MILEPOST 521, 96 FEET
 BP0037'NORTH-NORTHEAST OF THE NEAR RAIL, MIDWAY BETWEEN TWO TRESTLES, 68 FEET
 BP0037'NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A FENCE, 2 FEET WEST OF A
 BP0037'WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE
 BP0037'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BP0037
 BP0037                          STATION RECOVERY (1981)
 BP0037
 BP0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0037'8.4 KM (5.2 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0037'RAILROAD STATION IN SANDERSON, 0.2 KM (0.1 MI) WEST OF MILEPOST 521,
 BP0037'156.0 METERS (511.8 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 90,
 BP0037'32.3 METERS (106.0 FT) NORTH OF UTILITY POLE NUMBER 29F, 29.3 METERS
 BP0037'(96.1 FT) NORTH-NORTHEAST OF THE NEAR RAIL, 11.1 METERS (36.4 FT)
 BP0037'NORTH-NORTHWEST OF THE CENTER OF A TRACK ROAD AND 0.6 METERS (2.0 FT)
 BP0037'SOUTH OF A FENCE.
 BP0037'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 BP0037'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0070 ***********************************************************************
 BP0070  DESIGNATION -  C 1107
 BP0070  PID         -  BP0070
 BP0070  STATE/COUNTY-  TX/TERRELL
 BP0070  USGS QUAD   -  MOFETA (1969)
 BP0070
 BP0070                         *CURRENT SURVEY CONTROL
 BP0070  ___________________________________________________________________
 BP0070* NAD 83(1986)-  30 03 12.     (N)    102 10 41.     (W)     SCALED    
 BP0070* NAVD 88     -       683.311  (meters)    2241.83   (feet)  ADJUSTED  
 BP0070  ___________________________________________________________________
 BP0070  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 BP0070  DYNAMIC HT  -         682.277 (meters)    2238.44  (feet)  COMP
 BP0070  MODELED GRAV-     979,106.2   (mgal)                       NAVD 88
 BP0070
 BP0070  VERT ORDER  -  FIRST     CLASS II
 BP0070
 BP0070.The horizontal coordinates were scaled from a topographic map and have
 BP0070.an estimated accuracy of +/- 6 seconds.
 BP0070
 BP0070.The orthometric height was determined by differential leveling
 BP0070.and adjusted by the National Geodetic Survey in June 1991..
 BP0070
 BP0070.The geoid height was determined by GEOID03.
 BP0070
 BP0070.The dynamic height is computed by dividing the NAVD 88
 BP0070.geopotential number by the normal gravity value computed on the
 BP0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0070.degrees latitude (g = 980.6199 gals.).
 BP0070
 BP0070.The modeled gravity was interpolated from observed gravity values.
 BP0070
 BP0070;                    North         East    Units  Estimated Accuracy
 BP0070;SPC TXSC     - 4,250,200.      293,580.      MT  (+/- 180 meters Scaled)
 BP0070
 BP0070                          SUPERSEDED SURVEY CONTROL
 BP0070
 BP0070  NGVD 29 (??/??/92)  683.107  (m)         2241.16   (f) ADJ UNCH    1 2
 BP0070
 BP0070.Superseded values are not recommended for survey control.
 BP0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0070.See file dsdata.txt to determine how the superseded data were derived.
 BP0070
 BP0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP720280(NAD 83)
 BP0070_MARKER: DB = BENCH MARK DISK
 BP0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0070_STAMPING: C 1107 1957
 BP0070_MARK LOGO: CGS   
 BP0070_PROJECTION: PROJECTING 20 CENTIMETERS
 BP0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0070+STABILITY: SURFACE MOTION
 BP0070
 BP0070  HISTORY     - Date     Condition        Report By
 BP0070  HISTORY     - 1957     MONUMENTED       CGS
 BP0070  HISTORY     - 1958     GOOD             NGS
 BP0070  HISTORY     - 1981     GOOD             NGS
 BP0070
 BP0070                          STATION DESCRIPTION
 BP0070
 BP0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0070'4.05 MI W FROM DRYDEN.
 BP0070'ABOUT 4.05 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0070'THE STATION AT DRYDEN, 52 FEET EAST OF THE 2ND POLE WEST OF MILEPOST
 BP0070'489, 49 1/2 FEET SOUTH OF THE SOUTH RAIL, ABOUT 0.1 MILE SOUTHEAST OF
 BP0070'A LARGE ROUND CONCRETE TANK AND WINDMILL, 199 FEET EAST OF THE CENTER
 BP0070'LINE OF A PRIVATE ROAD, 100 FEET NORTH OF THE CENTER LINE OF U. S.
 BP0070'HIGHWAY 90, IN LINE WITH A ROW OF TELEPHONE POLES, 26 FEET NORTH OF A
 BP0070'POWER POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 BP0070'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0070'PROJECTING 7 INCHES.
 BP0070
 BP0070                          STATION RECOVERY (1981)
 BP0070
 BP0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0070'6.3 KM (3.9 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BP0070'DRYDEN, AT A POWERLINE T-JUNCTION, 73.2 METERS (240.2 FT)
 BP0070'WEST-SOUTHWEST OF RAILROAD MILEPOST 489, 60.7 METERS (199.1 FT) EAST
 BP0070'OF THE CENTER OF A GRAVELED ROAD LEADING NORTH, 30.5 METERS (100.1 FT)
 BP0070'NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.2 METERS (49.9 FT) SOUTH
 BP0070'OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 8.0 METERS (26.2
 BP0070'FT) NORTH OF A UTILITY POLE WITH A GUY WIRE AND 0.6 METER (2.0 FT)
 BP0070'SOUTH OF A WOODEN WITNESS POST.
 BP0070'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BP0070'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0586 ***********************************************************************
 CD0586  DESIGNATION -  C 1108
 CD0586  PID         -  CD0586
 CD0586  STATE/COUNTY-  TX/HUDSPETH
 CD0586  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0586
 CD0586                         *CURRENT SURVEY CONTROL
 CD0586  ___________________________________________________________________
 CD0586* NAD 83(1986)-  31 06 23.     (N)    105 12 34.     (W)     SCALED    
 CD0586* NAVD 88     -      1311.118  (meters)    4301.56   (feet)  ADJUSTED  
 CD0586  ___________________________________________________________________
 CD0586  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CD0586  DYNAMIC HT  -        1309.030 (meters)    4294.71  (feet)  COMP
 CD0586  MODELED GRAV-     979,002.9   (mgal)                       NAVD 88
 CD0586
 CD0586  VERT ORDER  -  FIRST     CLASS II
 CD0586
 CD0586.The horizontal coordinates were scaled from a topographic map and have
 CD0586.an estimated accuracy of +/- 6 seconds.
 CD0586
 CD0586.The orthometric height was determined by differential leveling
 CD0586.and adjusted by the National Geodetic Survey in June 1991..
 CD0586
 CD0586.The geoid height was determined by GEOID03.
 CD0586
 CD0586.The dynamic height is computed by dividing the NAVD 88
 CD0586.geopotential number by the normal gravity value computed on the
 CD0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0586.degrees latitude (g = 980.6199 gals.).
 CD0586
 CD0586.The modeled gravity was interpolated from observed gravity values.
 CD0586
 CD0586;                    North         East    Units  Estimated Accuracy
 CD0586;SPC TX C     - 3,169,790.      235,030.      MT  (+/- 180 meters Scaled)
 CD0586
 CD0586                          SUPERSEDED SURVEY CONTROL
 CD0586
 CD0586  NGVD 29 (??/??/92) 1310.550  (m)         4299.70   (f) ADJ UNCH    1 2
 CD0586
 CD0586.Superseded values are not recommended for survey control.
 CD0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0586.See file dsdata.txt to determine how the superseded data were derived.
 CD0586
 CD0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ800414(NAD 83)
 CD0586_MARKER: DB = BENCH MARK DISK
 CD0586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0586_SP_SET: ABUTMENT
 CD0586_STAMPING: C 1108 1957
 CD0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0586
 CD0586  HISTORY     - Date     Condition        Report By
 CD0586  HISTORY     - 1957     MONUMENTED       CGS
 CD0586
 CD0586                          STATION DESCRIPTION
 CD0586
 CD0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0586'9.95 MI SE FROM SIERRA BLANCA.
 CD0586'ABOUT 9.95 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0586'FROM THE STATION AT SIERRA BLANCA, 1 1/2 POLES WEST-NORTHWEST OF
 CD0586'MILEPOST 727, IN THE TOP OF THE EAST-SOUTHEAST END OF THE
 CD0586'NORTH-NORTHEAST ABUTMENT OF A CATTLE GUARD, 95 FEET SOUTH-SOUTHWEST OF
 CD0586'THE NEAR RAIL, 97 FEET SOUTH-SOUTHWEST OF THE CENTER OF A ROAD
 CD0586'CROSSING, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT LEVEL
 CD0586'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0583 ***********************************************************************
 CD0583  DESIGNATION -  C 1109
 CD0583  PID         -  CD0583
 CD0583  STATE/COUNTY-  TX/HUDSPETH
 CD0583  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0583
 CD0583                         *CURRENT SURVEY CONTROL
 CD0583  ___________________________________________________________________
 CD0583* NAD 83(1986)-  31 07 15.     (N)    105 14 24.     (W)     SCALED    
 CD0583* NAVD 88     -      1318.782  (meters)    4326.70   (feet)  ADJUSTED  
 CD0583  ___________________________________________________________________
 CD0583  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CD0583  DYNAMIC HT  -        1316.678 (meters)    4319.80  (feet)  COMP
 CD0583  MODELED GRAV-     978,999.5   (mgal)                       NAVD 88
 CD0583
 CD0583  VERT ORDER  -  FIRST     CLASS II
 CD0583
 CD0583.The horizontal coordinates were scaled from a topographic map and have
 CD0583.an estimated accuracy of +/- 6 seconds.
 CD0583
 CD0583.The orthometric height was determined by differential leveling
 CD0583.and adjusted by the National Geodetic Survey in June 1991..
 CD0583
 CD0583.The geoid height was determined by GEOID03.
 CD0583
 CD0583.The dynamic height is computed by dividing the NAVD 88
 CD0583.geopotential number by the normal gravity value computed on the
 CD0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0583.degrees latitude (g = 980.6199 gals.).
 CD0583
 CD0583.The modeled gravity was interpolated from observed gravity values.
 CD0583
 CD0583;                    North         East    Units  Estimated Accuracy
 CD0583;SPC TX C     - 3,171,520.      232,190.      MT  (+/- 180 meters Scaled)
 CD0583
 CD0583                          SUPERSEDED SURVEY CONTROL
 CD0583
 CD0583  NGVD 29 (??/??/92) 1318.206  (m)         4324.81   (f) ADJ UNCH    1 2
 CD0583
 CD0583.Superseded values are not recommended for survey control.
 CD0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0583.See file dsdata.txt to determine how the superseded data were derived.
 CD0583
 CD0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ771430(NAD 83)
 CD0583_MARKER: DB = BENCH MARK DISK
 CD0583_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0583_SP_SET: 38.5 FT.
 CD0583_STAMPING: C 1109 1957
 CD0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0583
 CD0583  HISTORY     - Date     Condition        Report By
 CD0583  HISTORY     - 1957     MONUMENTED       CGS
 CD0583
 CD0583                          STATION DESCRIPTION
 CD0583
 CD0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0583'7.95 MI SE FROM SIERRA BLANCA.
 CD0583'ABOUT 7.95 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0583'FROM THE STATION AT SIERRA BLANCA, 110 FEET NORTH-NORTHEAST OF AND
 CD0583'ACROSS THE TRACK FROM MILEPOST 729, 64 FEET NORTH-NORTHEAST OF THE
 CD0583'NEAR RAIL, 33 FEET SOUTH-SOUTHWEST OF A FENCE, 2 1/2 FEET NORTHWEST OF
 CD0583'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 CD0583'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN
 CD0583'TO A DEPTH OF 38 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4
 CD0583'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0223 ***********************************************************************
 CB0223  DESIGNATION -  C 111 RESET 1969
 CB0223  PID         -  CB0223
 CB0223  STATE/COUNTY-  TX/STERLING
 CB0223  USGS QUAD   -  STERLING CITY (1972)
 CB0223
 CB0223                         *CURRENT SURVEY CONTROL
 CB0223  ___________________________________________________________________
 CB0223* NAD 83(1986)-  31 47 48.     (N)    100 55 32.     (W)     SCALED    
 CB0223* NAVD 88     -       687.93   (meters)    2257.0    (feet)  RESET     
 CB0223  ___________________________________________________________________
 CB0223  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CB0223
 CB0223  VERT ORDER  -  THIRD
 CB0223
 CB0223.The horizontal coordinates were scaled from a topographic map and have
 CB0223.an estimated accuracy of +/- 6 seconds.
 CB0223
 CB0223.The orthometric height was computed from unverified reset data.
 CB0223
 CB0223.The geoid height was determined by GEOID03.
 CB0223
 CB0223;                    North         East    Units  Estimated Accuracy
 CB0223;SPC TX C     - 3,236,280.      643,920.      MT  (+/- 180 meters Scaled)
 CB0223
 CB0223                          SUPERSEDED SURVEY CONTROL
 CB0223
 CB0223.No superseded survey control is available for this station.
 CB0223
 CB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA177195(NAD 83)
 CB0223_MARKER: DB = BENCH MARK DISK
 CB0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0223_STAMPING: C 111 RESET 1969
 CB0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0223+STABILITY: SURFACE MOTION
 CB0223
 CB0223  HISTORY     - Date     Condition        Report By
 CB0223  HISTORY     - 1969     MONUMENTED       CGS
 CB0223  HISTORY     - 1971     GOOD             NGS
 CB0223
 CB0223                          STATION DESCRIPTION
 CB0223
 CB0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CB0223'4.9 MI SE FROM STERLING CITY.
 CB0223'4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM STERLING CITY, 185 FEET
 CB0223'NORTHWEST OF  CULVERT, 98 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CB0223'SOUTHWEST LANE OF THE HIGHWAY, IN THE SOUTHWEST ROW FENCE, SET IN THE
 CB0223'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  A STANDARD DISK STAMPED
 CB0223'C 111 RESET 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0259 ***********************************************************************
 BQ0259  DESIGNATION -  C 1110 RESET 1958
 BQ0259  PID         -  BQ0259
 BQ0259  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0259  USGS QUAD   -  CHISPA MOUNTAIN (1972)
 BQ0259
 BQ0259                         *CURRENT SURVEY CONTROL
 BQ0259  ___________________________________________________________________
 BQ0259* NAD 83(1986)-  30 45 12.     (N)    104 42 29.     (W)     SCALED    
 BQ0259* NAVD 88     -      1244.431  (meters)    4082.77   (feet)  ADJUSTED  
 BQ0259  ___________________________________________________________________
 BQ0259  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 BQ0259  DYNAMIC HT  -        1242.437 (meters)    4076.23  (feet)  COMP
 BQ0259  MODELED GRAV-     978,995.9   (mgal)                       NAVD 88
 BQ0259
 BQ0259  VERT ORDER  -  FIRST     CLASS II
 BQ0259
 BQ0259.The horizontal coordinates were scaled from a topographic map and have
 BQ0259.an estimated accuracy of +/- 6 seconds.
 BQ0259
 BQ0259.The orthometric height was determined by differential leveling
 BQ0259.and adjusted by the National Geodetic Survey in June 1991..
 BQ0259
 BQ0259.The geoid height was determined by GEOID03.
 BQ0259
 BQ0259.The dynamic height is computed by dividing the NAVD 88
 BQ0259.geopotential number by the normal gravity value computed on the
 BQ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0259.degrees latitude (g = 980.6199 gals.).
 BQ0259
 BQ0259.The modeled gravity was interpolated from observed gravity values.
 BQ0259
 BQ0259;                    North         East    Units  Estimated Accuracy
 BQ0259;SPC TX C     - 3,128,700.      281,280.      MT  (+/- 180 meters Scaled)
 BQ0259
 BQ0259                          SUPERSEDED SURVEY CONTROL
 BQ0259
 BQ0259.No superseded survey control is available for this station.
 BQ0259
 BQ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ279023(NAD 83)
 BQ0259_MARKER: DB = BENCH MARK DISK
 BQ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0259_STAMPING: C 1110 RESET 1958
 BQ0259_MARK LOGO: CGS   
 BQ0259_PROJECTION: PROJECTING 5 CENTIMETERS
 BQ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0259+STABILITY: SURFACE MOTION
 BQ0259
 BQ0259  HISTORY     - Date     Condition        Report By
 BQ0259  HISTORY     - 1958     MONUMENTED       CGS
 BQ0259  HISTORY     - 1981     GOOD             NGS
 BQ0259  HISTORY     - 19961009 GOOD             USPSQD
 BQ0259
 BQ0259                          STATION DESCRIPTION
 BQ0259
 BQ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0259'10.6 MI SE FROM LOBO.
 BQ0259'ABOUT 10.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0259'FROM THE COUNTY ROAD CROSSING AT LOBO, 47 FEET SOUTHWEST OF THE
 BQ0259'SOUTHWEST RAIL, 5 FEET SOUTHWEST OF MILEPOST 685, 5 RAILS SOUTHEAST OF
 BQ0259'A WOODEN BRIDGE, 111 FEET NORTHEAST OF THE CENTER LINE OF U. S.
 BQ0259'HIGHWAY 90, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 BQ0259'FEET BELOW THE LEVEL OF THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND
 BQ0259'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0259
 BQ0259                          STATION RECOVERY (1981)
 BQ0259
 BQ0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0259'26.7 KM (16.6 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0259'IN VALENTINE, 0.3 KM (0.2 MI) NORTHWEST OF THE JUNCTION OF FARM ROAD
 BQ0259'2017 LEADING SOUTHWEST, 33.8 METERS (111.0 FT) NORTHEAST OF THE
 BQ0259'CENTERLINE OF THE HIGHWAY, 14.3 METERS (47.0 FT) SOUTHWEST OF THE NEAR
 BQ0259'RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 1.5 METERS (5.0 FT)
 BQ0259'SOUTHWEST OF RAILROAD MILE POST 685.
 BQ0259'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BQ0259'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0259
 BQ0259                          STATION RECOVERY (1996)
 BQ0259
 BQ0259'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0370 ***********************************************************************
 AZ0370  DESIGNATION -  C 1111
 AZ0370  PID         -  AZ0370
 AZ0370  STATE/COUNTY-  TX/VAL VERDE
 AZ0370  USGS QUAD   -  LANGTRY (1973)
 AZ0370
 AZ0370                         *CURRENT SURVEY CONTROL
 AZ0370  ___________________________________________________________________
 AZ0370* NAD 83(1986)-  29 49 09.     (N)    101 32 52.     (W)     SCALED    
 AZ0370* NAVD 88     -       410.003  (meters)    1345.15   (feet)  ADJUSTED  
 AZ0370  ___________________________________________________________________
 AZ0370  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AZ0370  DYNAMIC HT  -         409.407 (meters)    1343.20  (feet)  COMP
 AZ0370  MODELED GRAV-     979,177.1   (mgal)                       NAVD 88
 AZ0370
 AZ0370  VERT ORDER  -  FIRST     CLASS II
 AZ0370
 AZ0370.The horizontal coordinates were scaled from a topographic map and have
 AZ0370.an estimated accuracy of +/- 6 seconds.
 AZ0370
 AZ0370.The orthometric height was determined by differential leveling
 AZ0370.and adjusted by the National Geodetic Survey in June 1991..
 AZ0370
 AZ0370.The geoid height was determined by GEOID03.
 AZ0370
 AZ0370.The dynamic height is computed by dividing the NAVD 88
 AZ0370.geopotential number by the normal gravity value computed on the
 AZ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0370.degrees latitude (g = 980.6199 gals.).
 AZ0370
 AZ0370.The modeled gravity was interpolated from observed gravity values.
 AZ0370
 AZ0370;                    North         East    Units  Estimated Accuracy
 AZ0370;SPC TXSC     - 4,222,770.      353,770.      MT  (+/- 180 meters Scaled)
 AZ0370
 AZ0370                          SUPERSEDED SURVEY CONTROL
 AZ0370
 AZ0370  NGVD 29 (??/??/92)  409.898  (m)         1344.81   (f) ADJ UNCH    1 2
 AZ0370
 AZ0370.Superseded values are not recommended for survey control.
 AZ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0370.See file dsdata.txt to determine how the superseded data were derived.
 AZ0370
 AZ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU537014(NAD 83)
 AZ0370_MARKER: DB = BENCH MARK DISK
 AZ0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0370_SP_SET: ABUTMENT
 AZ0370_STAMPING: C 1111 1957
 AZ0370_MARK LOGO: CGS   
 AZ0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0370
 AZ0370  HISTORY     - Date     Condition        Report By
 AZ0370  HISTORY     - 1957     MONUMENTED       CGS
 AZ0370  HISTORY     - 1958     GOOD             NGS
 AZ0370  HISTORY     - 1981     GOOD             NGS
 AZ0370
 AZ0370                          STATION DESCRIPTION
 AZ0370
 AZ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0370'1.55 MI E FROM LANGTRY.
 AZ0370'ABOUT 1.55 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0370'THE STATION AT LANGTRY, 8 1/2 POLES WEST OF MILEPOST 441, IN THE TOP
 AZ0370'OF THE NORTH END OF THE EAST ABUTMENT OF A LARGE BRIDGE, 6 FEET NORTH
 AZ0370'OF THE NORTH RAIL, AND ABOUT 6 INCHES BELOW THE LEVEL
 AZ0370
 AZ0370                          STATION RECOVERY (1981)
 AZ0370
 AZ0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0370'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0370'OFFICE IN LANGTRY, THENCE 2.1 KM (1.3 MI) SOUTHEAST ALONG U.S.
 AZ0370'HIGHWAY 90, IN TOP OF THE NORTH END OF THE EAST ABUTMENT OF A LARGE
 AZ0370'RAILROAD BRIDGE OVER MILE CANYON, 0.2 KM (0.1 MI) NORTH OF THE
 AZ0370'HIGHWAY AND 1.8 METERS (6.0 FT) NORTH OF THE NEAR RAIL OF THE
 AZ0370'SOUTHERN PACIFIC RAILROAD.
 AZ0370'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0267 ***********************************************************************
 AZ0267  DESIGNATION -  C 1112
 AZ0267  PID         -  AZ0267
 AZ0267  STATE/COUNTY-  TX/VAL VERDE
 AZ0267  USGS QUAD   -  BOX CANYON (1972)
 AZ0267
 AZ0267                         *CURRENT SURVEY CONTROL
 AZ0267  ___________________________________________________________________
 AZ0267* NAD 83(1986)-  29 36 29.     (N)    101 07 39.     (W)     SCALED    
 AZ0267* NAVD 88     -       407.822  (meters)    1338.00   (feet)  POSTED    
 AZ0267  ___________________________________________________________________
 AZ0267  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0267  DYNAMIC HT  -         407.230 (meters)    1336.05  (feet)  COMP
 AZ0267  MODELED GRAV-     979,170.5   (mgal)                       NAVD 88
 AZ0267
 AZ0267  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0267
 AZ0267.The horizontal coordinates were scaled from a topographic map and have
 AZ0267.an estimated accuracy of +/- 6 seconds.
 AZ0267
 AZ0267.The orthometric height was determined by differential leveling
 AZ0267.and adjusted by the National Geodetic Survey in 1992..
 AZ0267.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0267.rate of 1.1 thru 2.0 mm/km.
 AZ0267
 AZ0267.The geoid height was determined by GEOID03.
 AZ0267
 AZ0267.The dynamic height is computed by dividing the NAVD 88
 AZ0267.geopotential number by the normal gravity value computed on the
 AZ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0267.degrees latitude (g = 980.6199 gals.).
 AZ0267
 AZ0267.The modeled gravity was interpolated from observed gravity values.
 AZ0267
 AZ0267;                    North         East    Units  Estimated Accuracy
 AZ0267;SPC TXSC     - 4,198,560.      393,960.      MT  (+/- 180 meters Scaled)
 AZ0267
 AZ0267                          SUPERSEDED SURVEY CONTROL
 AZ0267
 AZ0267  NGVD 29 (??/??/92)  407.724  (m)         1337.67   (f) ADJ UNCH    1 2
 AZ0267
 AZ0267.Superseded values are not recommended for survey control.
 AZ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0267.See file dsdata.txt to determine how the superseded data were derived.
 AZ0267
 AZ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT939772(NAD 83)
 AZ0267_MARKER: DB = BENCH MARK DISK
 AZ0267_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0267_SP_SET: ROCK
 AZ0267_STAMPING: C 1112 1957
 AZ0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0267+STABILITY: POSITION/ELEVATION WELL
 AZ0267
 AZ0267  HISTORY     - Date     Condition        Report By
 AZ0267  HISTORY     - 1957     MONUMENTED       CGS
 AZ0267  HISTORY     - 1958     GOOD             NGS
 AZ0267  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0267
 AZ0267                          STATION DESCRIPTION
 AZ0267
 AZ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0267'6.7 MI SE FROM COMSTOCK.
 AZ0267'ABOUT 6.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0267'FROM THE STATION AT COMSTOCK, 34 FEET SOUTH OF THE 4TH POLE SOUTH OF
 AZ0267'MILEPOST 407, IN THE TOP OF A LARGE FLAT LIMESTONE ROCK WHICH IS FLUSH
 AZ0267'WITH THE GROUND, 38 FEET WEST OF THE WEST RAIL, 10 FEET EAST OF A
 AZ0267'FENCE, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 AZ0267
 AZ0267                          STATION RECOVERY (1998)
 AZ0267
 AZ0267'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0326 ***********************************************************************
 AZ0326  DESIGNATION -  C 1113
 AZ0326  PID         -  AZ0326
 AZ0326  STATE/COUNTY-  TX/TERRELL
 AZ0326  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0326
 AZ0326                         *CURRENT SURVEY CONTROL
 AZ0326  ___________________________________________________________________
 AZ0326* NAD 83(1986)-  29 57 14.     (N)    101 51 00.     (W)     SCALED    
 AZ0326* NAVD 88     -       479.629  (meters)    1573.58   (feet)  ADJUSTED  
 AZ0326  ___________________________________________________________________
 AZ0326  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AZ0326  DYNAMIC HT  -         478.914 (meters)    1571.24  (feet)  COMP
 AZ0326  MODELED GRAV-     979,137.0   (mgal)                       NAVD 88
 AZ0326
 AZ0326  VERT ORDER  -  FIRST     CLASS II
 AZ0326
 AZ0326.The horizontal coordinates were scaled from a topographic map and have
 AZ0326.an estimated accuracy of +/- 6 seconds.
 AZ0326
 AZ0326.The orthometric height was determined by differential leveling
 AZ0326.and adjusted by the National Geodetic Survey in June 1991..
 AZ0326
 AZ0326.The geoid height was determined by GEOID03.
 AZ0326
 AZ0326.The dynamic height is computed by dividing the NAVD 88
 AZ0326.geopotential number by the normal gravity value computed on the
 AZ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0326.degrees latitude (g = 980.6199 gals.).
 AZ0326
 AZ0326.The modeled gravity was interpolated from observed gravity values.
 AZ0326
 AZ0326;                    North         East    Units  Estimated Accuracy
 AZ0326;SPC TXSC     - 4,238,370.      324,940.      MT  (+/- 180 meters Scaled)
 AZ0326
 AZ0326                          SUPERSEDED SURVEY CONTROL
 AZ0326
 AZ0326  NGVD 29 (??/??/92)  479.474  (m)         1573.07   (f) ADJ UNCH    1 2
 AZ0326
 AZ0326.Superseded values are not recommended for survey control.
 AZ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0326.See file dsdata.txt to determine how the superseded data were derived.
 AZ0326
 AZ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU249170(NAD 83)
 AZ0326_MARKER: DB = BENCH MARK DISK
 AZ0326_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0326_SP_SET: OUTCROP
 AZ0326_STAMPING: C 1113 1957
 AZ0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0326+STABILITY: POSITION/ELEVATION WELL
 AZ0326
 AZ0326  HISTORY     - Date     Condition        Report By
 AZ0326  HISTORY     - 1957     MONUMENTED       CGS
 AZ0326  HISTORY     - 1958     GOOD             NGS
 AZ0326
 AZ0326                          STATION DESCRIPTION
 AZ0326
 AZ0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0326'20.05 MI SE FROM DRYDEN.
 AZ0326'ABOUT 20.05 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0326'FROM THE STATION AT DRYDEN, 13 1/2 FEET SOUTHWEST OF THE 3RD POLE WEST
 AZ0326'OF MILEPOST 465, IN THE TOP OF A ROCK OUTCROP PROJECTING 1 FOOT, 56
 AZ0326'FEET SOUTH OF THE SOUTH RAIL, 4 1/2 RAILS WEST OF THE WEST END OF A
 AZ0326'SHORT TRESTLE, 143 FEET EAST OF A TEE FENCE CORNER, 29 FEET NORTH OF
 AZ0326'THE CENTER LINE OF A TRACK ROAD, 8 FEET SOUTH OF THE SOUTH RIGHT OF
 AZ0326'WAY FENCE, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0364 ***********************************************************************
 AZ0364  DESIGNATION -  C 1114
 AZ0364  PID         -  AZ0364
 AZ0364  STATE/COUNTY-  TX/VAL VERDE
 AZ0364  USGS QUAD   -  LANGTRY (1973)
 AZ0364
 AZ0364                         *CURRENT SURVEY CONTROL
 AZ0364  ___________________________________________________________________
 AZ0364* NAD 83(1986)-  29 50 28.     (N)    101 36 34.     (W)     SCALED    
 AZ0364* NAVD 88     -       448.306  (meters)    1470.82   (feet)  ADJUSTED  
 AZ0364  ___________________________________________________________________
 AZ0364  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AZ0364  DYNAMIC HT  -         447.630 (meters)    1468.60  (feet)  COMP
 AZ0364  MODELED GRAV-     979,122.8   (mgal)                       NAVD 88
 AZ0364
 AZ0364  VERT ORDER  -  FIRST     CLASS II
 AZ0364
 AZ0364.The horizontal coordinates were scaled from a topographic map and have
 AZ0364.an estimated accuracy of +/- 6 seconds.
 AZ0364
 AZ0364.The orthometric height was determined by differential leveling
 AZ0364.and adjusted by the National Geodetic Survey in June 1991..
 AZ0364
 AZ0364.The geoid height was determined by GEOID03.
 AZ0364
 AZ0364.The dynamic height is computed by dividing the NAVD 88
 AZ0364.geopotential number by the normal gravity value computed on the
 AZ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0364.degrees latitude (g = 980.6199 gals.).
 AZ0364
 AZ0364.The modeled gravity was interpolated from observed gravity values.
 AZ0364
 AZ0364;                    North         East    Units  Estimated Accuracy
 AZ0364;SPC TXSC     - 4,225,330.      347,870.      MT  (+/- 180 meters Scaled)
 AZ0364
 AZ0364                          SUPERSEDED SURVEY CONTROL
 AZ0364
 AZ0364  NGVD 29 (??/??/92)  448.168  (m)         1470.36   (f) ADJ UNCH    1 2
 AZ0364
 AZ0364.Superseded values are not recommended for survey control.
 AZ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0364.See file dsdata.txt to determine how the superseded data were derived.
 AZ0364
 AZ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU478040(NAD 83)
 AZ0364_MARKER: DB = BENCH MARK DISK
 AZ0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0364_SP_SET: CULVERT
 AZ0364_STAMPING: C 1114 1957
 AZ0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0364
 AZ0364  HISTORY     - Date     Condition        Report By
 AZ0364  HISTORY     - 1957     MONUMENTED       CGS
 AZ0364  HISTORY     - 1958     GOOD             NGS
 AZ0364
 AZ0364                          STATION DESCRIPTION
 AZ0364
 AZ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0364'3.05 MI NW FROM LANGTRY.
 AZ0364'ABOUT 3.05 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0364'FROM THE STATION AT LANGTRY, 75 FEET NORTH OF THE 5TH POLE SOUTHEAST
 AZ0364'OF MILEPOST 446, IN THE TOP AND CENTER OF THE NORTH CONCRETE HEAD WALL
 AZ0364'OF A CULVERT, 15 FEET NORTH OF THE NORTH RAIL, AND ABOUT 4 FEET BELOW
 AZ0364'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0463 ***********************************************************************
 BP0463  DESIGNATION -  C 1115
 BP0463  PID         -  BP0463
 BP0463  STATE/COUNTY-  TX/JEFF DAVIS
 BP0463  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0463
 BP0463                         *CURRENT SURVEY CONTROL
 BP0463  ___________________________________________________________________
 BP0463* NAD 83(1986)-  30 40 46.     (N)    103 47 36.     (W)     SCALED    
 BP0463* NAVD 88     -      1366.067  (meters)    4481.84   (feet)  POSTED    
 BP0463  ___________________________________________________________________
 BP0463  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 BP0463  DYNAMIC HT  -        1363.890 (meters)    4474.70  (feet)  COMP
 BP0463  MODELED GRAV-     978,999.1   (mgal)                       NAVD 88
 BP0463
 BP0463  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0463
 BP0463.The horizontal coordinates were scaled from a topographic map and have
 BP0463.an estimated accuracy of +/- 6 seconds.
 BP0463
 BP0463.The orthometric height was determined by differential leveling
 BP0463.and adjusted by the National Geodetic Survey in 1992..
 BP0463.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0463.rate of 2.1 thru 3.0 mm/km.
 BP0463
 BP0463.The geoid height was determined by GEOID03.
 BP0463
 BP0463.The dynamic height is computed by dividing the NAVD 88
 BP0463.geopotential number by the normal gravity value computed on the
 BP0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0463.degrees latitude (g = 980.6199 gals.).
 BP0463
 BP0463.The modeled gravity was interpolated from observed gravity values.
 BP0463
 BP0463;                    North         East    Units  Estimated Accuracy
 BP0463;SPC TX C     - 3,117,430.      368,540.      MT  (+/- 180 meters Scaled)
 BP0463
 BP0463                          SUPERSEDED SURVEY CONTROL
 BP0463
 BP0463  NGVD 29 (??/??/92) 1365.600  (m)         4480.31   (f) ADJ UNCH    2 0
 BP0463
 BP0463.Superseded values are not recommended for survey control.
 BP0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0463.See file dsdata.txt to determine how the superseded data were derived.
 BP0463
 BP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP155946(NAD 83)
 BP0463_MARKER: DB = BENCH MARK DISK
 BP0463_SETTING: 66 = SET IN ROCK OUTCROP
 BP0463_SP_SET: ROCK OUTCROP
 BP0463_STAMPING: C 1115 1958
 BP0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0463+STABILITY: POSITION/ELEVATION WELL
 BP0463
 BP0463  HISTORY     - Date     Condition        Report By
 BP0463  HISTORY     - 1958     MONUMENTED       CGS
 BP0463  HISTORY     - 19961011 GOOD             USPSQD
 BP0463  HISTORY     - 20030323 MARK NOT FOUND   USPSQD
 BP0463
 BP0463                          STATION DESCRIPTION
 BP0463
 BP0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0463'10.5 MI NE FROM FORT DAVIS.
 BP0463'ABOUT 10.5 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0463'COURTHOUSE AT FORT DAVIS, IN THE TOP OF A ROCK OUTCROP, 48 FEET EAST
 BP0463'OF THE CENTER LINE OF THE HIGHWAY, 0.15 MILE SOUTHWEST OF THE
 BP0463'SOUTHWEST END OF A CONCRETE HIGHWAY BRIDGE, WEST OF AND AT THE FOOT OF
 BP0463'A SHEER NEEDLE LIKE ROCK WALL, 69 FEET NORTH-NORTHEAST OF THE NORTH
 BP0463'END OF THE EAST CONCRETE HEADWALL OF A CULVERT, IN LINE WITH A ROW OF
 BP0463'TELEPHONE POLES, 4 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 BP0463'HIGHWAY.
 BP0463
 BP0463                          STATION RECOVERY (1996)
 BP0463
 BP0463'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0463'RECOVERED IN GOOD CONDITION.
 BP0463
 BP0463                          STATION RECOVERY (2003)
 BP0463
 BP0463'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0415 ***********************************************************************
 CC0415  DESIGNATION -  C 1116
 CC0415  PID         -  CC0415
 CC0415  STATE/COUNTY-  TX/REEVES
 CC0415  USGS QUAD   -  SARAGOSA (1970)
 CC0415
 CC0415                         *CURRENT SURVEY CONTROL
 CC0415  ___________________________________________________________________
 CC0415* NAD 83(1986)-  31 02 25.     (N)    103 40 03.     (W)     SCALED    
 CC0415* NAVD 88     -       914.009  (meters)    2998.71   (feet)  POSTED    
 CC0415  ___________________________________________________________________
 CC0415  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CC0415  DYNAMIC HT  -         912.640 (meters)    2994.22  (feet)  COMP
 CC0415  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 CC0415
 CC0415  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CC0415
 CC0415.The horizontal coordinates were scaled from a topographic map and have
 CC0415.an estimated accuracy of +/- 6 seconds.
 CC0415
 CC0415.The orthometric height was determined by differential leveling
 CC0415.and adjusted by the National Geodetic Survey in 1992..
 CC0415.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CC0415.rate of 3.1 thru 4.0 mm/km.
 CC0415
 CC0415.The geoid height was determined by GEOID03.
 CC0415
 CC0415.The dynamic height is computed by dividing the NAVD 88
 CC0415.geopotential number by the normal gravity value computed on the
 CC0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0415.degrees latitude (g = 980.6199 gals.).
 CC0415
 CC0415.The modeled gravity was interpolated from observed gravity values.
 CC0415
 CC0415;                    North         East    Units  Estimated Accuracy
 CC0415;SPC TX C     - 3,157,040.      381,790.      MT  (+/- 180 meters Scaled)
 CC0415
 CC0415                          SUPERSEDED SURVEY CONTROL
 CC0415
 CC0415  NGVD 29 (??/??/92)  913.772  (m)         2997.93   (f) ADJ UNCH    2 0
 CC0415
 CC0415.Superseded values are not recommended for survey control.
 CC0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0415.See file dsdata.txt to determine how the superseded data were derived.
 CC0415
 CC0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ271348(NAD 83)
 CC0415_MARKER: DB = BENCH MARK DISK
 CC0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0415_STAMPING: C 1116 1958
 CC0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0415+STABILITY: SURFACE MOTION
 CC0415
 CC0415  HISTORY     - Date     Condition        Report By
 CC0415  HISTORY     - 1958     MONUMENTED       CGS
 CC0415
 CC0415                          STATION DESCRIPTION
 CC0415
 CC0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CC0415'0.7 MI SW FROM SARAGOSA.
 CC0415'ABOUT 0.7 MILES SOUTHWEST ALONG THE PECOS VALLEY SOUTHERN RAILWAY FROM
 CC0415'THE STATION AT SARAGOSA, 1 1/2 POLES SOUTHWEST OF MILEPOST 30, 47 FEET
 CC0415'NORTHWEST OF THE NORTHWEST RAIL, 82 FEET NORTH OF THE NORTH CORNER OF
 CC0415'A TRESTLE, 11 FEET NORTHWEST OF THE CENTER LINE OF A TRAIL ROAD, 7
 CC0415'FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A
 CC0415'FENCE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, IN THE TOP
 CC0415'OF A CONCRETE POST PROJECTING 7 INCHES, AND ABOUT 4 FEET BELOW THE
 CC0415'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0400 ***********************************************************************
 CD0400  DESIGNATION -  C 1117
 CD0400  PID         -  CD0400
 CD0400  STATE/COUNTY-  TX/HUDSPETH
 CD0400  USGS QUAD   -  MICKEY DRAW WEST (1984)
 CD0400
 CD0400                         *CURRENT SURVEY CONTROL
 CD0400  ___________________________________________________________________
 CD0400* NAD 83(1986)-  31 45 15.     (N)    105 19 56.     (W)     SCALED    
 CD0400* NAVD 88     -      1244.631  (meters)    4083.43   (feet)  ADJUSTED  
 CD0400  ___________________________________________________________________
 CD0400  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0400  DYNAMIC HT  -        1242.766 (meters)    4077.31  (feet)  COMP
 CD0400  MODELED GRAV-     979,097.7   (mgal)                       NAVD 88
 CD0400
 CD0400  VERT ORDER  -  FIRST     CLASS I
 CD0400
 CD0400.The horizontal coordinates were scaled from a topographic map and have
 CD0400.an estimated accuracy of +/- 6 seconds.
 CD0400
 CD0400.The orthometric height was determined by differential leveling
 CD0400.and adjusted by the National Geodetic Survey in June 1991..
 CD0400
 CD0400.The geoid height was determined by GEOID03.
 CD0400
 CD0400.The dynamic height is computed by dividing the NAVD 88
 CD0400.geopotential number by the normal gravity value computed on the
 CD0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0400.degrees latitude (g = 980.6199 gals.).
 CD0400
 CD0400.The modeled gravity was interpolated from observed gravity values.
 CD0400
 CD0400;                    North         East    Units  Estimated Accuracy
 CD0400;SPC TX C     - 3,242,060.      226,560.      MT  (+/- 180 meters Scaled)
 CD0400
 CD0400                          SUPERSEDED SURVEY CONTROL
 CD0400
 CD0400  NGVD 29 (??/??/92) 1244.098  (m)         4081.68   (f) ADJ UNCH    1 1
 CD0400
 CD0400.Superseded values are not recommended for survey control.
 CD0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0400.See file dsdata.txt to determine how the superseded data were derived.
 CD0400
 CD0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR685132(NAD 83)
 CD0400_MARKER: DB = BENCH MARK DISK
 CD0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0400_STAMPING: C 1117 1958
 CD0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0400+STABILITY: SURFACE MOTION
 CD0400
 CD0400  HISTORY     - Date     Condition        Report By
 CD0400  HISTORY     - 1958     MONUMENTED       CGS
 CD0400  HISTORY     - 1977     GOOD             NGS
 CD0400
 CD0400                          STATION DESCRIPTION
 CD0400
 CD0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0400'64.6 MI E FROM EL PASO.
 CD0400'ABOUT 64.6 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0400'OF LOOP 16 AT EL PASO, 56 FEET SOUTH OF THE CENTER LINE OF THE
 CD0400'HIGHWAY, AT THE FOOT OF A SMALL SLOPE, 70 FEET SOUTHEAST OF THE SOUTH
 CD0400'END OF A 24-INCH STEEL TUBE CULVERT, 1 1/2 FEET NORTH OF A FENCE, 2
 CD0400'FEET WEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 CD0400'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CD0400
 CD0400                          STATION RECOVERY (1977)
 CD0400
 CD0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0400'38.65 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0400'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 2.2 MILES EAST OF THE
 CD0400'JUNCTION OF RANCH ROAD 1111, AT THE FOOT OF A SMALL SLOPE, 56.5 FT.
 CD0400'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 71 FT. SOUTHEAST OF THE
 CD0400'SOUTH END OF A 24-INCH CORRUGATED STEEL PIPE CULVERT, 2 FT. NORTH
 CD0400'OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0082 ***********************************************************************
 BQ0082  DESIGNATION -  C 1118
 BQ0082  PID         -  BQ0082
 BQ0082  STATE/COUNTY-  TX/PRESIDIO
 BQ0082  USGS QUAD   -  RYAN (1983)
 BQ0082
 BQ0082                         *CURRENT SURVEY CONTROL
 BQ0082  ___________________________________________________________________
 BQ0082* NAD 83(1986)-  30 27 34.     (N)    104 20 09.     (W)     SCALED    
 BQ0082* NAVD 88     -      1439.832  (meters)    4723.85   (feet)  ADJUSTED  
 BQ0082  ___________________________________________________________________
 BQ0082  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 BQ0082  DYNAMIC HT  -        1437.425 (meters)    4715.95  (feet)  COMP
 BQ0082  MODELED GRAV-     978,919.6   (mgal)                       NAVD 88
 BQ0082
 BQ0082  VERT ORDER  -  FIRST     CLASS II
 BQ0082
 BQ0082.The horizontal coordinates were scaled from a topographic map and have
 BQ0082.an estimated accuracy of +/- 6 seconds.
 BQ0082
 BQ0082.The orthometric height was determined by differential leveling
 BQ0082.and adjusted by the National Geodetic Survey in June 1991..
 BQ0082.WARNING-Repeat measurements at this control monument indicate possible
 BQ0082.vertical movement.
 BQ0082
 BQ0082.The geoid height was determined by GEOID03.
 BQ0082
 BQ0082.The dynamic height is computed by dividing the NAVD 88
 BQ0082.geopotential number by the normal gravity value computed on the
 BQ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0082.degrees latitude (g = 980.6199 gals.).
 BQ0082
 BQ0082.The modeled gravity was interpolated from observed gravity values.
 BQ0082
 BQ0082;                    North         East    Units  Estimated Accuracy
 BQ0082;SPC TXSC     - 4,302,750.       87,700.      MT  (+/- 180 meters Scaled)
 BQ0082
 BQ0082                          SUPERSEDED SURVEY CONTROL
 BQ0082
 BQ0082  NGVD 29 (??/??/92) 1439.195  (m)         4721.76   (f) ADJ UNCH    1 2
 BQ0082
 BQ0082.Superseded values are not recommended for survey control.
 BQ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0082.See file dsdata.txt to determine how the superseded data were derived.
 BQ0082
 BQ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP637698(NAD 83)
 BQ0082_MARKER: DB = BENCH MARK DISK
 BQ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0082_STAMPING: C 1118 1958
 BQ0082_MARK LOGO: CGS   
 BQ0082_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BQ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0082+STABILITY: SURFACE MOTION
 BQ0082
 BQ0082  HISTORY     - Date     Condition        Report By
 BQ0082  HISTORY     - 1958     MONUMENTED       CGS
 BQ0082  HISTORY     - 1981     GOOD             NGS
 BQ0082  HISTORY     - 19831014 GOOD             NGS
 BQ0082  HISTORY     - 1990     GOOD             USPSQD
 BQ0082  HISTORY     - 19961009 GOOD             USPSQD
 BQ0082
 BQ0082                          STATION DESCRIPTION
 BQ0082
 BQ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0082'12.8 MI SE FROM VALENTINE.
 BQ0082'ABOUT 12.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0082'FROM THE STATION AT VALENTINE, 10 1/2 FEET NORTHWEST OF MILEPOST 655,
 BQ0082'42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 115 FEET NORTHEAST OF THE
 BQ0082'CENTER LINE OF U. S. HIGHWAY 90, 4 RAILS NORTHWEST OF A WOODEN BRIDGE,
 BQ0082'2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 BQ0082'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BQ0082'PROJECTING 6 INCHES.
 BQ0082
 BQ0082                          STATION RECOVERY (1981)
 BQ0082
 BQ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0082'21.2 (13.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BQ0082'VALENTINE, 0.8 KM (0.5 MI) NORTHWEST OF A SMALL REST AREA, 35.1 METERS
 BQ0082'(115.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.8 METERS
 BQ0082'(42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 BQ0082'3.2 METERS (10.5 FT) NORTHWEST OF RAILROAD MILE POST 655, AND 0.8
 BQ0082'METER (2.5 FT) SOUTHEAST OF A 4X4 INCH WOODEN WITNESS POST.
 BQ0082'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0082'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0082
 BQ0082                          STATION RECOVERY (1983)
 BQ0082
 BQ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 BQ0082'THE STATION IS LOCATED 48.0 KM (29.80 MI) SOUTHWEST OF FORT DAVIS,
 BQ0082'38.4 KM (23.85 MI) NORTHWEST OF MARFA, 19.2 KM (11.95 MI) SOUTHEAST OF
 BQ0082'VALENTINE AND ALONG U.S HIGHWAY 90 BETWEEN THE HIGHWAY AND RAILROAD
 BQ0082'TRACKS.  STATION, STAMPED---C1118 1958---, IS A CGS BENCH MARK DISK
 BQ0082'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BQ0082'IS 35.97 METERS (118.01 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY,
 BQ0082'12.19 METERS (39.99 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND 0.52 METER
 BQ0082'(1.71 FT) NORTHEWST OF A WITNESS POST.  THE MARK IS USED AS AN AZIMUTH
 BQ0082'MARK FOR---FELT---.  IT IS 761 METERS (2496.7 FT) EAST-NORTHEAST OF
 BQ0082'THE STATION.
 BQ0082
 BQ0082                          STATION RECOVERY (1990)
 BQ0082
 BQ0082'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0082'RECOVERED IN GOOD CONDITION.
 BQ0082
 BQ0082                          STATION RECOVERY (1996)
 BQ0082
 BQ0082'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0172 ***********************************************************************
 CE0172  DESIGNATION -  C 1119
 CE0172  PID         -  CE0172
 CE0172  STATE/COUNTY-  TX/EL PASO
 CE0172  USGS QUAD   -  HELMS WEST WELL (1995)
 CE0172
 CE0172                         *CURRENT SURVEY CONTROL
 CE0172  ___________________________________________________________________
 CE0172* NAD 83(1986)-  31 50 19.     (N)    106 02 51.     (W)     SCALED    
 CE0172* NAVD 88     -      1361.503  (meters)    4466.86   (feet)  ADJUSTED  
 CE0172  ___________________________________________________________________
 CE0172  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CE0172  DYNAMIC HT  -        1359.431 (meters)    4460.07  (feet)  COMP
 CE0172  MODELED GRAV-     979,070.3   (mgal)                       NAVD 88
 CE0172
 CE0172  VERT ORDER  -  FIRST     CLASS II
 CE0172
 CE0172.The horizontal coordinates were scaled from a topographic map and have
 CE0172.an estimated accuracy of +/- 6 seconds.
 CE0172
 CE0172.The orthometric height was determined by differential leveling
 CE0172.and adjusted by the National Geodetic Survey in June 1991..
 CE0172
 CE0172.The geoid height was determined by GEOID03.
 CE0172
 CE0172.The dynamic height is computed by dividing the NAVD 88
 CE0172.geopotential number by the normal gravity value computed on the
 CE0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0172.degrees latitude (g = 980.6199 gals.).
 CE0172
 CE0172.The modeled gravity was interpolated from observed gravity values.
 CE0172
 CE0172;                    North         East    Units  Estimated Accuracy
 CE0172;SPC TX C     - 3,254,670.      159,350.      MT  (+/- 180 meters Scaled)
 CE0172
 CE0172                          SUPERSEDED SURVEY CONTROL
 CE0172
 CE0172  NGVD 29 (??/??/92) 1360.832  (m)         4464.66   (f) ADJ UNCH    1 2
 CE0172
 CE0172.Superseded values are not recommended for survey control.
 CE0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0172.See file dsdata.txt to determine how the superseded data were derived.
 CE0172
 CE0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR008230(NAD 83)
 CE0172_MARKER: DB = BENCH MARK DISK
 CE0172_SETTING: 66 = SET IN ROCK OUTCROP
 CE0172_SP_SET: BEDROCK
 CE0172_STAMPING: C 1119 1958
 CE0172_MARK LOGO: CGS   
 CE0172_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0172+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1992
 CE0172
 CE0172  HISTORY     - Date     Condition        Report By
 CE0172  HISTORY     - 1958     MONUMENTED       CGS
 CE0172  HISTORY     - 1981     GOOD             NGS
 CE0172  HISTORY     - 19921211 GOOD             NGS
 CE0172
 CE0172                          STATION DESCRIPTION
 CE0172
 CE0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0172'22.45 MI E FROM EL PASO.
 CE0172'ABOUT 22.45 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0172'JUNCTION OF LOOP 16 EL PASO, ABOUT 0.1 MILE NORTHWEST OF THE CREST OF
 CE0172'A SOLID ROCK HILL, IN THE TOP OF ROCK OUTCROP WHICH PROJECTS 8 INCHES,
 CE0172'164 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 1/2 FEET
 CE0172'NORTHWEST OF A FENCE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 CE0172
 CE0172                          STATION RECOVERY (1981)
 CE0172
 CE0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0172'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 CE0172'36.5 KM (22.7 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0172'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO, 1.7 KM
 CE0172'(1.05 MI) WEST OF RANCH ROAD 2775, AT A CURVE IN THE HIGHWAY, 50.0
 CE0172'METERS (164.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 CE0172'AND 1.1 METER (3.5 FT) NORTHWEST OF A FENCE.
 CE0172'THE MARK IS 1.8 METERS  SE FROM A WITNESS POST.
 CE0172
 CE0172                          STATION RECOVERY (1992)
 CE0172
 CE0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0172'36.3 KM (22.55 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 (PAISANO
 CE0172'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, NEAR
 CE0172'THE SOUTH END OF A 3 BY 4-FOOT AREA OF OUTCROPPING BEDROCK THAT
 CE0172'PROJECTS 0.3 M (1.0 FT) ON THE WEST SIDE, 51.6 M (169.3 FT) SOUTH OF
 CE0172'THE HIGHWAY CENTERLINE, 1.8 M (5.9 FT) SOUTHEAST OF A WITNESS POST,
 CE0172'1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 1.1 M (3.6 FT)
 CE0172'NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0184 ***********************************************************************
 CU0184  DESIGNATION -  C 112
 CU0184  PID         -  CU0184
 CU0184  STATE/COUNTY-  TX/NOLAN
 CU0184  USGS QUAD   -  SWEETWATER (1987)
 CU0184
 CU0184                         *CURRENT SURVEY CONTROL
 CU0184  ___________________________________________________________________
 CU0184* NAD 83(1986)-  32 28 18.     (N)    100 24 27.     (W)     SCALED    
 CU0184* NAVD 88     -       666.340  (meters)    2186.15   (feet)  ADJUSTED  
 CU0184  ___________________________________________________________________
 CU0184  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CU0184  DYNAMIC HT  -         665.455 (meters)    2183.25  (feet)  COMP
 CU0184  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 CU0184
 CU0184  VERT ORDER  -  FIRST     CLASS II
 CU0184
 CU0184.The horizontal coordinates were scaled from a topographic map and have
 CU0184.an estimated accuracy of +/- 6 seconds.
 CU0184
 CU0184.The orthometric height was determined by differential leveling
 CU0184.and adjusted by the National Geodetic Survey in June 1991..
 CU0184
 CU0184.The geoid height was determined by GEOID03.
 CU0184
 CU0184.The dynamic height is computed by dividing the NAVD 88
 CU0184.geopotential number by the normal gravity value computed on the
 CU0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0184.degrees latitude (g = 980.6199 gals.).
 CU0184
 CU0184.The modeled gravity was interpolated from observed gravity values.
 CU0184
 CU0184;                    North         East    Units  Estimated Accuracy
 CU0184;SPC TXNC     - 2,090,900.      420,710.      MT  (+/- 180 meters Scaled)
 CU0184
 CU0184                          SUPERSEDED SURVEY CONTROL
 CU0184
 CU0184  NGVD 29 (??/??/92)  666.123  (m)         2185.44   (f) ADJ UNCH    1 2
 CU0184
 CU0184.Superseded values are not recommended for survey control.
 CU0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0184.See file dsdata.txt to determine how the superseded data were derived.
 CU0184
 CU0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA677935(NAD 83)
 CU0184_MARKER: DB = BENCH MARK DISK
 CU0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0184_SP_SET: CONCRETE LEDGE
 CU0184_STAMPING: 2185.439 C 112 1933
 CU0184_MARK LOGO: CGS   
 CU0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0184
 CU0184  HISTORY     - Date     Condition        Report By
 CU0184  HISTORY     - 1933     MONUMENTED       CGS
 CU0184  HISTORY     - 1958     GOOD             NGS
 CU0184  HISTORY     - 1982     GOOD             NGS
 CU0184
 CU0184                          STATION DESCRIPTION
 CU0184
 CU0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0184'IN SWEETWATER.
 CU0184'AT SWEETWATER, NOLAN COUNTY, ON THE SOUTH SIDE OF THE POST OFFICE AT
 CU0184'THE WEST SIDE OF THE ENTRANCE, AND IN THE TOP OF THE CONCRETE CUTOFF
 CU0184'WATER BOX.  A STANDARD DISK, STAMPED 2185.439 C 112 1933.  NOTE-- IT
 CU0184'IS BELOW THE WEST WINDOW ON THE SOUTH SIDE OF THE POST OFFICE.
 CU0184
 CU0184                          STATION RECOVERY (1982)
 CU0184
 CU0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0184'IN SWEETWATER,  AT THE INTERSECTION OF EAST 3 RD AND LOCUST STREETS,
 CU0184'IN THE CENTER OF THE SOUTH EDGE OF A CONCRETE WATER CUTOFF BOX AT THE
 CU0184'SOUTHWEST CORNER OF THE POST OFFICE, 16.7 METERS (54.8 FT)
 CU0184'NORTH-NORTHWEST OF THE CENTER OF EAST THIRD STREET, 11.9 METERS (39.0
 CU0184'FT) WEST-SOUTHWEST OF THE CENTER OF THE MAIN ENTRANCE TO THE POST
 CU0184'OFFICE, 2.7 METERS (8.9 FT) EAST-NORTHEAST OF THE SOUTHWEST CORNER OF
 CU0184'THE POST OFFICE AND 2.3 METERS (7.5 FT) NORTH-NORTHWEST OF A FLAG
 CU0184'POLE.
 CU0184'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0460 ***********************************************************************
 CD0460  DESIGNATION -  C 1120
 CD0460  PID         -  CD0460
 CD0460  STATE/COUNTY-  TX/HUDSPETH
 CD0460  USGS QUAD   -  DELL CITY (1984)
 CD0460
 CD0460                         *CURRENT SURVEY CONTROL
 CD0460  ___________________________________________________________________
 CD0460* NAD 83(1986)-  31 59 05.     (N)    105 12 04.     (W)     SCALED    
 CD0460* NAVD 88     -      1129.190  (meters)    3704.68   (feet)  POSTED    
 CD0460  ___________________________________________________________________
 CD0460  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 CD0460  DYNAMIC HT  -        1127.540 (meters)    3699.27  (feet)  COMP
 CD0460  MODELED GRAV-     979,136.6   (mgal)                       NAVD 88
 CD0460
 CD0460  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0460
 CD0460.The horizontal coordinates were scaled from a topographic map and have
 CD0460.an estimated accuracy of +/- 6 seconds.
 CD0460
 CD0460.The orthometric height was determined by differential leveling
 CD0460.and adjusted by the National Geodetic Survey in 1992..
 CD0460.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0460.rate of 0.0 thru 1.0 mm/km.
 CD0460
 CD0460.The geoid height was determined by GEOID03.
 CD0460
 CD0460.The dynamic height is computed by dividing the NAVD 88
 CD0460.geopotential number by the normal gravity value computed on the
 CD0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0460.degrees latitude (g = 980.6199 gals.).
 CD0460
 CD0460.The modeled gravity was interpolated from observed gravity values.
 CD0460
 CD0460;                    North         East    Units  Estimated Accuracy
 CD0460;SPC TX C     - 3,267,050.      240,090.      MT  (+/- 180 meters Scaled)
 CD0460
 CD0460                          SUPERSEDED SURVEY CONTROL
 CD0460
 CD0460  NGVD 29 (??/??/92) 1128.696  (m)         3703.06   (f) ADJ UNCH    2 0
 CD0460
 CD0460.Superseded values are not recommended for survey control.
 CD0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0460.See file dsdata.txt to determine how the superseded data were derived.
 CD0460
 CD0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR810387(NAD 83)
 CD0460_MARKER: DB = BENCH MARK DISK
 CD0460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0460_SP_SET: 24 FT
 CD0460_STAMPING: C 1120 1958
 CD0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0460
 CD0460  HISTORY     - Date     Condition        Report By
 CD0460  HISTORY     - 1958     MONUMENTED       CGS
 CD0460  HISTORY     - 1980     MARK NOT FOUND   USGS
 CD0460
 CD0460                          STATION DESCRIPTION
 CD0460
 CD0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0460'3.15 MI N FROM DELL CITY.
 CD0460'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0460'DELL CITY, 45 FEET WEST OF THE CENTER LINE OF THE ROAD, 240 FEET SOUTH
 CD0460'OF THE NORTH END OF THE ASPHALT SURFACING, 4 FEET NORTH OF A POWER
 CD0460'POLE, 2 1/2 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 CD0460'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 CD0460'DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A 6-INCH TILE
 CD0460'PROJECTING 6 INCHES.
 CD0460
 CD0460                          STATION RECOVERY (1980)
 CD0460
 CD0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CD0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0806 ***********************************************************************
 FL0806  DESIGNATION -  C 1124
 FL0806  PID         -  FL0806
 FL0806  STATE/COUNTY-  TX/HUTCHINSON
 FL0806  USGS QUAD   -  BORGER (1978)
 FL0806
 FL0806                         *CURRENT SURVEY CONTROL
 FL0806  ___________________________________________________________________
 FL0806* NAD 83(1986)-  35 41 37.     (N)    101 23 44.     (W)     SCALED    
 FL0806* NAVD 88     -       928.787  (meters)    3047.20   (feet)  ADJUSTED  
 FL0806  ___________________________________________________________________
 FL0806  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FL0806  DYNAMIC HT  -         927.743 (meters)    3043.77  (feet)  COMP
 FL0806  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 FL0806
 FL0806  VERT ORDER  -  SECOND    CLASS 0
 FL0806
 FL0806.This mark is at Hutchinson Co (BGD) Airport (BGD)
 FL0806
 FL0806.The horizontal coordinates were scaled from a topographic map and have
 FL0806.an estimated accuracy of +/- 6 seconds.
 FL0806
 FL0806.The orthometric height was determined by differential leveling
 FL0806.and adjusted by the National Geodetic Survey in June 1991..
 FL0806
 FL0806.The geoid height was determined by GEOID03.
 FL0806
 FL0806.The dynamic height is computed by dividing the NAVD 88
 FL0806.geopotential number by the normal gravity value computed on the
 FL0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0806.degrees latitude (g = 980.6199 gals.).
 FL0806
 FL0806.The modeled gravity was interpolated from observed gravity values.
 FL0806
 FL0806;                    North         East    Units  Estimated Accuracy
 FL0806;SPC TX N     - 1,187,890.      209,450.      MT  (+/- 180 meters Scaled)
 FL0806
 FL0806                          SUPERSEDED SURVEY CONTROL
 FL0806
 FL0806  NGVD 29 (??/??/92)  928.334  (m)         3045.71   (f) ADJ UNCH    2 0
 FL0806
 FL0806.Superseded values are not recommended for survey control.
 FL0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0806.See file dsdata.txt to determine how the superseded data were derived.
 FL0806
 FL0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE832526(NAD 83)
 FL0806_MARKER: DB = BENCH MARK DISK
 FL0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0806_SP_SET: CONCRETE BASE
 FL0806_STAMPING: C 1124 1964
 FL0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0806
 FL0806  HISTORY     - Date     Condition        Report By
 FL0806  HISTORY     - 1964     MONUMENTED       CGS
 FL0806  HISTORY     - 1975     GOOD             NGS
 FL0806
 FL0806                          STATION DESCRIPTION
 FL0806
 FL0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FL0806'IN BORGER.
 FL0806'IN THE SW PART OF THE AIRPORT, AT THE NW CORNER OF A LARGE METAL
 FL0806'HANGAR, AT THE W END OF THE N DOOR OF THE HANGAR.  0.25 FT. S OF THE N
 FL0806'EDGE OF THE CONCRETE DOOR BASE.  0.8 FT. E OF THE E END OF W DOOR
 FL0806'SHELTER.  A STANDARD DISK STAMPED C 1124 1964 SET IN A DRILL HOLE IN
 FL0806'THE CONCRETE HANGAR DOOR BASE.
 FL0806
 FL0806                          STATION RECOVERY (1975)
 FL0806
 FL0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 FL0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0370 ***********************************************************************
 CV0370  DESIGNATION -  C 1125
 CV0370  PID         -  CV0370
 CV0370  STATE/COUNTY-  TX/ANDREWS
 CV0370  USGS QUAD   -  JAL SE (1979)
 CV0370
 CV0370                         *CURRENT SURVEY CONTROL
 CV0370  ___________________________________________________________________
 CV0370* NAD 83(1986)-  32 07 21.     (N)    103 02 43.     (W)     SCALED    
 CV0370* NAVD 88     -       952.610  (meters)    3125.35   (feet)  ADJUSTED  
 CV0370  ___________________________________________________________________
 CV0370  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CV0370  DYNAMIC HT  -         951.291 (meters)    3121.03  (feet)  COMP
 CV0370  MODELED GRAV-     979,221.0   (mgal)                       NAVD 88
 CV0370
 CV0370  VERT ORDER  -  SECOND    CLASS 0
 CV0370
 CV0370.The horizontal coordinates were scaled from a topographic map and have
 CV0370.an estimated accuracy of +/- 6 seconds.
 CV0370
 CV0370.The orthometric height was determined by differential leveling
 CV0370.and adjusted by the National Geodetic Survey in June 1991..
 CV0370
 CV0370.The geoid height was determined by GEOID03.
 CV0370
 CV0370.The dynamic height is computed by dividing the NAVD 88
 CV0370.geopotential number by the normal gravity value computed on the
 CV0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0370.degrees latitude (g = 980.6199 gals.).
 CV0370
 CV0370.The modeled gravity was interpolated from observed gravity values.
 CV0370
 CV0370;                    North         East    Units  Estimated Accuracy
 CV0370;SPC TXNC     - 2,059,830.      171,210.      MT  (+/- 180 meters Scaled)
 CV0370
 CV0370                          SUPERSEDED SURVEY CONTROL
 CV0370
 CV0370  NGVD 29 (??/??/92)  952.214  (m)         3124.06   (f) ADJ UNCH    2 0
 CV0370
 CV0370.Superseded values are not recommended for survey control.
 CV0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0370.See file dsdata.txt to determine how the superseded data were derived.
 CV0370
 CV0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR844556(NAD 83)
 CV0370_MARKER: DB = BENCH MARK DISK
 CV0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0370_STAMPING: C 1125 1958
 CV0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0370+STABILITY: SURFACE MOTION
 CV0370
 CV0370  HISTORY     - Date     Condition        Report By
 CV0370  HISTORY     - 1958     MONUMENTED       CGS
 CV0370
 CV0370                          STATION DESCRIPTION
 CV0370
 CV0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0370'9.1 MI E FROM JAL, NEW MEXICO.
 CV0370'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0370'STATION AT JAL, THENCE 8.4 MILES EAST ALONG STATE HIGHWAY 128, 61 FEET
 CV0370'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1.1 MILES EAST OF THE
 CV0370'TEXAS-NEW MEXICO STATE LINE, ABOUT 0.15 MILE WEST OF THE JUNCTION OF A
 CV0370'DIRT ROAD LEADING SOUTH, 299 FEET NORTHEAST OF A POWER POLE, 1 FOOT
 CV0370'SOUTH OF THE SOUTH RIGHT OF WAY FENCE, 2 FEET WEST OF A WHITE WOODEN
 CV0370'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0370'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0081 ***********************************************************************
 CV0081  DESIGNATION -  C 1126
 CV0081  PID         -  CV0081
 CV0081  STATE/COUNTY-  TX/ANDREWS
 CV0081  USGS QUAD   -  BIRD RANCH (1966)
 CV0081
 CV0081                         *CURRENT SURVEY CONTROL
 CV0081  ___________________________________________________________________
 CV0081* NAD 83(1986)-  32 19 27.     (N)    102 13 19.     (W)     SCALED    
 CV0081* NAVD 88     -       904.509  (meters)    2967.54   (feet)  POSTED    
 CV0081  ___________________________________________________________________
 CV0081  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CV0081  DYNAMIC HT  -         903.240 (meters)    2963.38  (feet)  COMP
 CV0081  MODELED GRAV-     979,206.5   (mgal)                       NAVD 88
 CV0081
 CV0081  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0081
 CV0081.The horizontal coordinates were scaled from a topographic map and have
 CV0081.an estimated accuracy of +/- 6 seconds.
 CV0081
 CV0081.The orthometric height was determined by differential leveling
 CV0081.and adjusted by the National Geodetic Survey in 1992..
 CV0081.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0081.rate of 3.1 thru 4.0 mm/km.
 CV0081
 CV0081.The geoid height was determined by GEOID03.
 CV0081
 CV0081.The dynamic height is computed by dividing the NAVD 88
 CV0081.geopotential number by the normal gravity value computed on the
 CV0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0081.degrees latitude (g = 980.6199 gals.).
 CV0081
 CV0081.The modeled gravity was interpolated from observed gravity values.
 CV0081
 CV0081;                    North         East    Units  Estimated Accuracy
 CV0081;SPC TXNC     - 2,079,120.      249,640.      MT  (+/- 180 meters Scaled)
 CV0081
 CV0081                          SUPERSEDED SURVEY CONTROL
 CV0081
 CV0081  NGVD 29 (??/??/92)  904.144  (m)         2966.35   (f) ADJ UNCH    2 0
 CV0081
 CV0081.Superseded values are not recommended for survey control.
 CV0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0081.See file dsdata.txt to determine how the superseded data were derived.
 CV0081
 CV0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR615797(NAD 83)
 CV0081_MARKER: DB = BENCH MARK DISK
 CV0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0081_STAMPING: C 1126 1958
 CV0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0081+STABILITY: SURFACE MOTION
 CV0081
 CV0081  HISTORY     - Date     Condition        Report By
 CV0081  HISTORY     - 1958     MONUMENTED       CGS
 CV0081
 CV0081                          STATION DESCRIPTION
 CV0081
 CV0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0081'18.95 MI E FROM ANDREWS.
 CV0081'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0081'COURTHOUSE AT ANDREWS, THENCE 18.85 MILES EAST ALONG STATE HIGHWAY
 CV0081'176, 59 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.6 MILE
 CV0081'WEST OF THE MARTIN-ANDREWS COUNTY LINE, 22 FEET EAST OF THE CENTER
 CV0081'LINE OF A WOODEN GATE AND TRACK ROAD LEADING NORTHEAST TO A WIND MILL,
 CV0081'1 FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE, 2 FEET WEST OF A WHITE
 CV0081'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0081'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0166 ***********************************************************************
 CV0166  DESIGNATION -  C 1127
 CV0166  PID         -  CV0166
 CV0166  STATE/COUNTY-  TX/ANDREWS
 CV0166  USGS QUAD   -  ANDREWS (1970)
 CV0166
 CV0166                         *CURRENT SURVEY CONTROL
 CV0166  ___________________________________________________________________
 CV0166* NAD 83(1986)-  32 18 09.     (N)    102 35 46.     (W)     SCALED    
 CV0166* NAVD 88     -       981.481  (meters)    3220.08   (feet)  ADJUSTED  
 CV0166  ___________________________________________________________________
 CV0166  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CV0166  DYNAMIC HT  -         980.122 (meters)    3215.62  (feet)  COMP
 CV0166  MODELED GRAV-     979,220.3   (mgal)                       NAVD 88
 CV0166
 CV0166  VERT ORDER  -  SECOND    CLASS 0
 CV0166
 CV0166.The horizontal coordinates were scaled from a topographic map and have
 CV0166.an estimated accuracy of +/- 6 seconds.
 CV0166
 CV0166.The orthometric height was determined by differential leveling
 CV0166.and adjusted by the National Geodetic Survey in June 1991..
 CV0166
 CV0166.The geoid height was determined by GEOID03.
 CV0166
 CV0166.The dynamic height is computed by dividing the NAVD 88
 CV0166.geopotential number by the normal gravity value computed on the
 CV0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0166.degrees latitude (g = 980.6199 gals.).
 CV0166
 CV0166.The modeled gravity was interpolated from observed gravity values.
 CV0166
 CV0166;                    North         East    Units  Estimated Accuracy
 CV0166;SPC TXNC     - 2,078,030.      214,340.      MT  (+/- 180 meters Scaled)
 CV0166
 CV0166                          SUPERSEDED SURVEY CONTROL
 CV0166
 CV0166  NGVD 29 (??/??/92)  981.055  (m)         3218.68   (f) ADJ UNCH    2 0
 CV0166
 CV0166.Superseded values are not recommended for survey control.
 CV0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0166.See file dsdata.txt to determine how the superseded data were derived.
 CV0166
 CV0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR263765(NAD 83)
 CV0166_MARKER: DB = BENCH MARK DISK
 CV0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0166_STAMPING: C 1127 1958
 CV0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0166+STABILITY: SURFACE MOTION
 CV0166
 CV0166  HISTORY     - Date     Condition        Report By
 CV0166  HISTORY     - 1958     MONUMENTED       CGS
 CV0166
 CV0166                          STATION DESCRIPTION
 CV0166
 CV0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0166'3.15 MI SW FROM ANDREWS.
 CV0166'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0166'COURTHOUSE AT ANDREWS, THENCE 3.05 MILES SOUTHWEST ALONG STATE HIGHWAY
 CV0166'115, 59 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.4
 CV0166'MILE SOUTHWEST OF THE JUNCTION OF FARM ROAD 2371, IN LINE WITH A ROW
 CV0166'OF TELEPHONE POLES, 36 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 17
 CV0166'FEET NORTHEAST OF THE CENTER LINE OF A WOODEN GATE AND TRACK ROAD
 CV0166'LEADING NORTHEAST OF A WIND MILL, 1 1/2 FEET SOUTHEAST OF THE
 CV0166'NORTHWEST RIGHT OF WAY FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 CV0166'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0166'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0094 ***********************************************************************
 CV0094  DESIGNATION -  C 1128
 CV0094  PID         -  CV0094
 CV0094  STATE/COUNTY-  TX/MARTIN
 CV0094  USGS QUAD   -  NORTH CURTIS RANCH (1966)
 CV0094
 CV0094                         *CURRENT SURVEY CONTROL
 CV0094  ___________________________________________________________________
 CV0094* NAD 83(1986)-  32 08 14.     (N)    102 04 25.     (W)     SCALED    
 CV0094* NAVD 88     -       866.976  (meters)    2844.40   (feet)  ADJUSTED  
 CV0094  ___________________________________________________________________
 CV0094  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 CV0094  DYNAMIC HT  -         865.759 (meters)    2840.41  (feet)  COMP
 CV0094  MODELED GRAV-     979,207.0   (mgal)                       NAVD 88
 CV0094
 CV0094  VERT ORDER  -  SECOND    CLASS 0
 CV0094
 CV0094.The horizontal coordinates were scaled from a topographic map and have
 CV0094.an estimated accuracy of +/- 6 seconds.
 CV0094
 CV0094.The orthometric height was determined by differential leveling
 CV0094.and adjusted by the National Geodetic Survey in June 1991..
 CV0094
 CV0094.The geoid height was determined by GEOID03.
 CV0094
 CV0094.The dynamic height is computed by dividing the NAVD 88
 CV0094.geopotential number by the normal gravity value computed on the
 CV0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0094.degrees latitude (g = 980.6199 gals.).
 CV0094
 CV0094.The modeled gravity was interpolated from observed gravity values.
 CV0094
 CV0094;                    North         East    Units  Estimated Accuracy
 CV0094;SPC TXNC     - 2,057,920.      262,890.      MT  (+/- 180 meters Scaled)
 CV0094
 CV0094                          SUPERSEDED SURVEY CONTROL
 CV0094
 CV0094  NGVD 29 (??/??/92)  866.610  (m)         2843.20   (f) ADJ UNCH    2 0
 CV0094
 CV0094.Superseded values are not recommended for survey control.
 CV0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0094.See file dsdata.txt to determine how the superseded data were derived.
 CV0094
 CV0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR760593(NAD 83)
 CV0094_MARKER: DB = BENCH MARK DISK
 CV0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0094_STAMPING: C 1128 1958
 CV0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0094+STABILITY: SURFACE MOTION
 CV0094
 CV0094  HISTORY     - Date     Condition        Report By
 CV0094  HISTORY     - 1958     MONUMENTED       CGS
 CV0094
 CV0094                          STATION DESCRIPTION
 CV0094
 CV0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0094'11.3 MI N FROM MIDLAND.
 CV0094'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE IN
 CV0094'MIDLAND, THENCE 9.2 MILES NORTHWEST ALONG STATE HIGHWAY 349, THENCE
 CV0094'2.0 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 32 FEET NORTHWEST OF THE
 CV0094'CENTER LINE OF THE ROAD, 99 FEET NORTH-NORTHEAST OF A TEE FENCE CORNER
 CV0094'AND WOOD GATE, 42 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A FENCE,
 CV0094'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 CV0094'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CV0094'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0501 ***********************************************************************
 BP0501  DESIGNATION -  C 1129
 BP0501  PID         -  BP0501
 BP0501  STATE/COUNTY-  TX/JEFF DAVIS
 BP0501  USGS QUAD   -  ANTELOPE FLAT (1972)
 BP0501
 BP0501                         *CURRENT SURVEY CONTROL
 BP0501  ___________________________________________________________________
 BP0501* NAD 83(1986)-  30 57 44.     (N)    103 54 06.     (W)     SCALED    
 BP0501* NAVD 88     -      1121.649  (meters)    3679.94   (feet)  POSTED    
 BP0501  ___________________________________________________________________
 BP0501  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BP0501  DYNAMIC HT  -        1119.920 (meters)    3674.27  (feet)  COMP
 BP0501  MODELED GRAV-     979,064.2   (mgal)                       NAVD 88
 BP0501
 BP0501  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0501
 BP0501.The horizontal coordinates were scaled from a topographic map and have
 BP0501.an estimated accuracy of +/- 6 seconds.
 BP0501
 BP0501.The orthometric height was determined by differential leveling
 BP0501.and adjusted by the National Geodetic Survey in 1992..
 BP0501.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0501.rate of 0.0 thru 1.0 mm/km.
 BP0501
 BP0501.The geoid height was determined by GEOID03.
 BP0501
 BP0501.The dynamic height is computed by dividing the NAVD 88
 BP0501.geopotential number by the normal gravity value computed on the
 BP0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0501.degrees latitude (g = 980.6199 gals.).
 BP0501
 BP0501.The modeled gravity was interpolated from observed gravity values.
 BP0501
 BP0501;                    North         East    Units  Estimated Accuracy
 BP0501;SPC TX C     - 3,149,090.      359,170.      MT  (+/- 180 meters Scaled)
 BP0501
 BP0501                          SUPERSEDED SURVEY CONTROL
 BP0501
 BP0501  NGVD 29 (??/??/92) 1121.256  (m)         3678.65   (f) ADJ UNCH    2 0
 BP0501
 BP0501.Superseded values are not recommended for survey control.
 BP0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0501.See file dsdata.txt to determine how the superseded data were derived.
 BP0501
 BP0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ048259(NAD 83)
 BP0501_MARKER: DB = BENCH MARK DISK
 BP0501_SETTING: 66 = SET IN ROCK OUTCROP
 BP0501_SP_SET: ROCK OUTCROP
 BP0501_STAMPING: C 1129 1958
 BP0501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0501+STABILITY: POSITION/ELEVATION WELL
 BP0501
 BP0501  HISTORY     - Date     Condition        Report By
 BP0501  HISTORY     - 1958     MONUMENTED       CGS
 BP0501
 BP0501                          STATION DESCRIPTION
 BP0501
 BP0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0501'7.35 MI NW FROM TOYAHVALE.
 BP0501'ABOUT 7.35 MILES NORTHWEST ALONG U. S. HIGHWAY 290 FROM THE POST
 BP0501'OFFICE AT TOYAHVALE, IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT
 BP0501'2 FEET ON THE SOUTHWEST SIDE, 90 FEET NORTHWEST OF THE CENTER LINE OF
 BP0501'THE HIGHWAY, 37 FEET NORTHEAST OF A FENCE, 20 FEET NORTH OF A CAIRN,
 BP0501'10 FEET NORTHEAST OF THE CENTER LINE OF A ROCKY WASH, AND ABOUT LEVEL
 BP0501'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0532 ***********************************************************************
 DO0532  DESIGNATION -  C 113
 DO0532  PID         -  DO0532
 DO0532  STATE/COUNTY-  TX/KNOX
 DO0532  USGS QUAD   -  KNOX CITY (1968)
 DO0532
 DO0532                         *CURRENT SURVEY CONTROL
 DO0532  ___________________________________________________________________
 DO0532* NAD 83(1986)-  33 29 59.     (N)    099 48 13.     (W)     SCALED    
 DO0532* NAVD 88     -       425.288  (meters)    1395.30   (feet)  ADJUSTED  
 DO0532  ___________________________________________________________________
 DO0532  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DO0532  DYNAMIC HT  -         424.786 (meters)    1393.65  (feet)  COMP
 DO0532  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 DO0532
 DO0532  VERT ORDER  -  FIRST     CLASS II
 DO0532
 DO0532.The horizontal coordinates were scaled from a topographic map and have
 DO0532.an estimated accuracy of +/- 6 seconds.
 DO0532
 DO0532.The orthometric height was determined by differential leveling
 DO0532.and adjusted by the National Geodetic Survey in June 1991..
 DO0532
 DO0532.The geoid height was determined by GEOID03.
 DO0532
 DO0532.The dynamic height is computed by dividing the NAVD 88
 DO0532.geopotential number by the normal gravity value computed on the
 DO0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0532.degrees latitude (g = 980.6199 gals.).
 DO0532
 DO0532.The modeled gravity was interpolated from observed gravity values.
 DO0532
 DO0532;                    North         East    Units  Estimated Accuracy
 DO0532;SPC TXNC     - 2,204,020.      478,880.      MT  (+/- 180 meters Scaled)
 DO0532
 DO0532                          SUPERSEDED SURVEY CONTROL
 DO0532
 DO0532  NGVD 29 (??/??/92)  425.144  (m)         1394.83   (f) ADJ UNCH    1 2
 DO0532
 DO0532.Superseded values are not recommended for survey control.
 DO0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0532.See file dsdata.txt to determine how the superseded data were derived.
 DO0532
 DO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC253069(NAD 83)
 DO0532_MARKER: DB = BENCH MARK DISK
 DO0532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0532_SP_SET: PIER
 DO0532_STAMPING: 1394.827 C 113 1933
 DO0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0532
 DO0532  HISTORY     - Date     Condition        Report By
 DO0532  HISTORY     - 1933     MONUMENTED       CGS
 DO0532  HISTORY     - 1958     GOOD             NGS
 DO0532
 DO0532                          STATION DESCRIPTION
 DO0532
 DO0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0532'6.1 MI N FROM KNOX CITY.
 DO0532'6.1 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM KNOX
 DO0532'CITY, KNOX COUNTY, AT MILEAGE 557.3, AT THE BRIDGE OVER SALT FORK OF
 DO0532'BRAZOS RIVER, AND IN THE SOUTHEAST CORNER OF THE SOUTH PIER.  A
 DO0532'STANDARD DISK, STAMPED 1394.827 C 113 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0004 ***********************************************************************
 EO0004  DESIGNATION -  C 1131
 EO0004  PID         -  EO0004
 EO0004  STATE/COUNTY-  TX/RANDALL
 EO0004  USGS QUAD   -  UMBARGER (1984)
 EO0004
 EO0004                         *CURRENT SURVEY CONTROL
 EO0004  ___________________________________________________________________
 EO0004* NAD 83(1986)-  34 57 59.     (N)    102 03 58.     (W)     SCALED    
 EO0004* NAVD 88     -      1145.735  (meters)    3758.97   (feet)  ADJUSTED  
 EO0004  ___________________________________________________________________
 EO0004  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 EO0004  DYNAMIC HT  -        1144.330 (meters)    3754.36  (feet)  COMP
 EO0004  MODELED GRAV-     979,368.1   (mgal)                       NAVD 88
 EO0004
 EO0004  VERT ORDER  -  FIRST     CLASS II
 EO0004
 EO0004.The horizontal coordinates were scaled from a topographic map and have
 EO0004.an estimated accuracy of +/- 6 seconds.
 EO0004
 EO0004.The orthometric height was determined by differential leveling
 EO0004.and adjusted by the National Geodetic Survey in June 1991..
 EO0004
 EO0004.The geoid height was determined by GEOID03.
 EO0004
 EO0004.The dynamic height is computed by dividing the NAVD 88
 EO0004.geopotential number by the normal gravity value computed on the
 EO0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0004.degrees latitude (g = 980.6199 gals.).
 EO0004
 EO0004.The modeled gravity was interpolated from observed gravity values.
 EO0004
 EO0004;                    North         East    Units  Estimated Accuracy
 EO0004;SPC TX N     - 1,107,360.      148,300.      MT  (+/- 180 meters Scaled)
 EO0004
 EO0004                          SUPERSEDED SURVEY CONTROL
 EO0004
 EO0004  NGVD 29 (??/??/92) 1145.203  (m)         3757.22   (f) ADJ UNCH    1 2
 EO0004
 EO0004.Superseded values are not recommended for survey control.
 EO0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0004.See file dsdata.txt to determine how the superseded data were derived.
 EO0004
 EO0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU678732(NAD 83)
 EO0004_MARKER: DB = BENCH MARK DISK
 EO0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0004_STAMPING: C 1131 1958
 EO0004_MARK LOGO: CGS   
 EO0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0004+STABILITY: SURFACE MOTION
 EO0004
 EO0004  HISTORY     - Date     Condition        Report By
 EO0004  HISTORY     - 1958     MONUMENTED       CGS
 EO0004  HISTORY     - 1984     GOOD             NGS
 EO0004
 EO0004                          STATION DESCRIPTION
 EO0004
 EO0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0004'2.6 MI NE FROM UMBARGER.
 EO0004'ABOUT 2.6 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0004'FROM THE STATION AT UMBARGER, 73 FEET NORTH-NORTHWEST OF MILE POST
 EO0004'578, 82 FEET NORTH-NORTHWEST OF THE NEAR RAIL, 67 FEET SOUTH-SOUTHEAST
 EO0004'OF THE CENTER LINE OF U. S. HIGHWAY 60, 34 FEET SOUTH-SOUTHWEST OF A
 EO0004'TELEPHONE POLE, 2 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET
 EO0004'BELOW THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 EO0004'CONCRETE POST PROJECTING 6 INCHES.
 EO0004
 EO0004                          STATION RECOVERY (1984)
 EO0004
 EO0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0004'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.3 KM
 EO0004'(7.65 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0004'RAILROAD FROM THE STATION IN CANYON.  DELETE=34 FEET SOUTH-SOUTHWEST
 EO0004'OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1101 ***********************************************************************
 FL1101  DESIGNATION -  C 1132
 FL1101  PID         -  FL1101
 FL1101  STATE/COUNTY-  TX/RANDALL
 FL1101  USGS QUAD   -  AMARILLO EAST (1973)
 FL1101
 FL1101                         *CURRENT SURVEY CONTROL
 FL1101  ___________________________________________________________________
 FL1101* NAD 83(1986)-  35 08 56.     (N)    101 50 22.     (W)     SCALED    
 FL1101* NAVD 88     -      1110.350  (meters)    3642.87   (feet)  ADJUSTED  
 FL1101  ___________________________________________________________________
 FL1101  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL1101  DYNAMIC HT  -        1109.024 (meters)    3638.52  (feet)  COMP
 FL1101  MODELED GRAV-     979,402.2   (mgal)                       NAVD 88
 FL1101
 FL1101  VERT ORDER  -  FIRST     CLASS II
 FL1101
 FL1101.The horizontal coordinates were scaled from a topographic map and have
 FL1101.an estimated accuracy of +/- 6 seconds.
 FL1101
 FL1101.The orthometric height was determined by differential leveling
 FL1101.and adjusted by the National Geodetic Survey in June 1991..
 FL1101
 FL1101.The geoid height was determined by GEOID03.
 FL1101
 FL1101.The dynamic height is computed by dividing the NAVD 88
 FL1101.geopotential number by the normal gravity value computed on the
 FL1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1101.degrees latitude (g = 980.6199 gals.).
 FL1101
 FL1101.The modeled gravity was interpolated from observed gravity values.
 FL1101
 FL1101;                    North         East    Units  Estimated Accuracy
 FL1101;SPC TX N     - 1,127,510.      169,070.      MT  (+/- 180 meters Scaled)
 FL1101
 FL1101                          SUPERSEDED SURVEY CONTROL
 FL1101
 FL1101  NGVD 29 (??/??/92) 1109.808  (m)         3641.10   (f) ADJ UNCH    1 2
 FL1101
 FL1101.Superseded values are not recommended for survey control.
 FL1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1101.See file dsdata.txt to determine how the superseded data were derived.
 FL1101
 FL1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD413932(NAD 83)
 FL1101_MARKER: DB = BENCH MARK DISK
 FL1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1101_STAMPING: C 1132 1958
 FL1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1101+STABILITY: SURFACE MOTION
 FL1101
 FL1101  HISTORY     - Date     Condition        Report By
 FL1101  HISTORY     - 1958     MONUMENTED       CGS
 FL1101  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1101
 FL1101                          STATION DESCRIPTION
 FL1101
 FL1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1101'4.75 MI S FROM AMARILLO.
 FL1101'ABOUT 4.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1101'THE STATION AT AMARILLO, THENCE ABOUT 0.45 MILE EAST ALONG A DIRT
 FL1101'ROAD, AT THE ENTRANCE TO PALO DURO AIRPORT, 57 FEET SOUTH OF THE
 FL1101'CENTER LINE OF THE ROAD, 20 FEET WEST OF THE CENTER LINE OF THE ROAD
 FL1101'LEADING TO THE AIRPORT, 29 FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET
 FL1101'EAST OF A FENCE, 2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 FL1101'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 FL1101
 FL1101                          STATION RECOVERY (1984)
 FL1101
 FL1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1243 ***********************************************************************
 CS1243  DESIGNATION -  C 1134
 CS1243  PID         -  CS1243
 CS1243  STATE/COUNTY-  TX/DALLAS
 CS1243  USGS QUAD   -  IRVING (1981)
 CS1243
 CS1243                         *CURRENT SURVEY CONTROL
 CS1243  ___________________________________________________________________
 CS1243* NAD 83(1986)-  32 50 15.     (N)    096 54 19.     (W)     SCALED    
 CS1243* NAVD 88     -       132.373  (meters)     434.29   (feet)  ADJUSTED  
 CS1243  ___________________________________________________________________
 CS1243  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CS1243  DYNAMIC HT  -         132.222 (meters)     433.80  (feet)  COMP
 CS1243  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 CS1243
 CS1243  VERT ORDER  -  FIRST     CLASS II
 CS1243
 CS1243.The horizontal coordinates were scaled from a topographic map and have
 CS1243.an estimated accuracy of +/- 6 seconds.
 CS1243
 CS1243.The orthometric height was determined by differential leveling
 CS1243.and adjusted by the National Geodetic Survey in June 1991..
 CS1243
 CS1243.The geoid height was determined by GEOID03.
 CS1243
 CS1243.The dynamic height is computed by dividing the NAVD 88
 CS1243.geopotential number by the normal gravity value computed on the
 CS1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1243.degrees latitude (g = 980.6199 gals.).
 CS1243
 CS1243.The modeled gravity was interpolated from observed gravity values.
 CS1243
 CS1243;                    North         East    Units  Estimated Accuracy
 CS1243;SPC TXNC     - 2,130,970.      749,280.      MT  (+/- 180 meters Scaled)
 CS1243
 CS1243                          SUPERSEDED SURVEY CONTROL
 CS1243
 CS1243  NGVD 29 (??/??/92)  132.388  (m)          434.34   (f) ADJ UNCH    1 2
 CS1243
 CS1243.Superseded values are not recommended for survey control.
 CS1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1243.See file dsdata.txt to determine how the superseded data were derived.
 CS1243
 CS1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB960352(NAD 83)
 CS1243_MARKER: DB = BENCH MARK DISK
 CS1243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1243_SP_SET: PILLARS
 CS1243_STAMPING: C 1134 1958
 CS1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1243
 CS1243  HISTORY     - Date     Condition        Report By
 CS1243  HISTORY     - 1958     MONUMENTED       CGS
 CS1243
 CS1243                          STATION DESCRIPTION
 CS1243
 CS1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CS1243'2.05 MI SW FROM DALLAS.
 CS1243'ABOUT 2.05 MILES SOUTHWEST ALONG STATE HIGHWAY 183, OR LOOP 12, FROM
 CS1243'THE TRAFFIC CIRCLE AT THE JUNCTION OF STATE HIGHWAY 114, 34 FEET
 CS1243'NORTHWEST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE
 CS1243'NORTHEAST FACE OF THE NORTHEASTERLY ONE OF 3 CONCRETE PILLARS OF THE
 CS1243'NEW BRIDGE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2457 ***********************************************************************
 AW2457  DESIGNATION -  C 1135
 AW2457  PID         -  AW2457
 AW2457  STATE/COUNTY-  TX/JEFFERSON
 AW2457  USGS QUAD   -  CLAM LAKE (1993)
 AW2457
 AW2457                         *CURRENT SURVEY CONTROL
 AW2457  ___________________________________________________________________
 AW2457* NAD 83(1986)-  29 39 23.     (N)    094 06 27.     (W)     SCALED    
 AW2457* NAVD 88     -         2.11   (+/-2cm)       6.9    (feet)  VERTCON   
 AW2457  ___________________________________________________________________
 AW2457  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW2457
 AW2457  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2457
 AW2457.The horizontal coordinates were scaled from a topographic map and have
 AW2457.an estimated accuracy of +/- 6 seconds.
 AW2457
 AW2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2457.The vertical order pertains to the NGVD 29 superseded value.
 AW2457
 AW2457.The geoid height was determined by GEOID03.
 AW2457
 AW2457;                    North         East    Units  Estimated Accuracy
 AW2457;SPC TXSC     - 4,211,950.    1,073,480.      MT  (+/- 180 meters Scaled)
 AW2457
 AW2457                          SUPERSEDED SURVEY CONTROL
 AW2457
 AW2457  NGVD 29 (??/??/92)    2.104  (m)            6.90   (f) ADJ UNCH    1 2
 AW2457
 AW2457.Superseded values are not recommended for survey control.
 AW2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2457.See file dsdata.txt to determine how the superseded data were derived.
 AW2457
 AW2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN928812(NAD 83)
 AW2457_MARKER: DB = BENCH MARK DISK
 AW2457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2457_SP_SET: 48 FT.
 AW2457_STAMPING: C 1135 1958
 AW2457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2457
 AW2457  HISTORY     - Date     Condition        Report By
 AW2457  HISTORY     - 1958     MONUMENTED       CGS
 AW2457  HISTORY     - 1962     MARK NOT FOUND   NGS
 AW2457  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2457  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2457
 AW2457                          STATION DESCRIPTION
 AW2457
 AW2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2457'14.05 MI SW FROM SABINE PASS.
 AW2457'ABOUT 14.05 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AW2457'DOWLING MONUMENT AT SABINE PASS, 59 FEET SOUTHEAST OF THE CENTER LINE
 AW2457'OF THE HIGHWAY, 36 FEET NORTHWEST OF THE HIGH WATER LINE, 1 FOOT
 AW2457'NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 AW2457'HIGHWAY, AND ON THE TOP OF A COPPER COATED IRON ROD DRIVEN TO A DEPTH
 AW2457'OF 48 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 3 INCHES.
 AW2457
 AW2457                          STATION RECOVERY (1962)
 AW2457
 AW2457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AW2457'MARK NOT FOUND.
 AW2457
 AW2457                          STATION RECOVERY (1989)
 AW2457
 AW2457'RECOVERY NOTE BY US POWER SQUADRON 1989 (WAF)
 AW2457'MARK NOT FOUND.
 AW2457
 AW2457                          STATION RECOVERY (2002)
 AW2457
 AW2457'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1408 ***********************************************************************
 AW1408  DESIGNATION -  C 1136
 AW1408  PID         -  AW1408
 AW1408  STATE/COUNTY-  TX/CHAMBERS
 AW1408  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW1408
 AW1408                         *CURRENT SURVEY CONTROL
 AW1408  ___________________________________________________________________
 AW1408* NAD 83(1986)-  29 40 34.     (N)    094 27 39.     (W)     SCALED    
 AW1408* NAVD 88     -         2.27   (+/-2cm)       7.4    (feet)  VERTCON   
 AW1408  ___________________________________________________________________
 AW1408  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1408
 AW1408  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1408
 AW1408.The horizontal coordinates were scaled from a topographic map and have
 AW1408.an estimated accuracy of +/- 6 seconds.
 AW1408
 AW1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1408.The vertical order pertains to the NGVD 29 superseded value.
 AW1408
 AW1408.The geoid height was determined by GEOID03.
 AW1408
 AW1408;                    North         East    Units  Estimated Accuracy
 AW1408;SPC TXSC     - 4,212,750.    1,039,220.      MT  (+/- 180 meters Scaled)
 AW1408
 AW1408                          SUPERSEDED SURVEY CONTROL
 AW1408
 AW1408  NGVD 29 (??/??/92)    2.274  (m)            7.46   (f) ADJ UNCH    1 2
 AW1408
 AW1408.Superseded values are not recommended for survey control.
 AW1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1408.See file dsdata.txt to determine how the superseded data were derived.
 AW1408
 AW1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN586837(NAD 83)
 AW1408_MARKER: DB = BENCH MARK DISK
 AW1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1408_STAMPING: C 1136 1958
 AW1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1408+STABILITY: SURFACE MOTION
 AW1408
 AW1408  HISTORY     - Date     Condition        Report By
 AW1408  HISTORY     - 1958     MONUMENTED       CGS
 AW1408  HISTORY     - 1971     GOOD             NGS
 AW1408  HISTORY     - 1978     GOOD             NGS
 AW1408  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW1408  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1408  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1408  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW1408
 AW1408                          STATION DESCRIPTION
 AW1408
 AW1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1408'13.5 MI SW FROM STOWELL.
 AW1408'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE AT
 AW1408'STOWELL, THENCE ABOUT 5.3 MILES WEST ALONG FARM ROAD 1985, ABOUT 0.2
 AW1408'MILE SOUTHWEST OF A LARGE LONE TREE, ABOUT 0.35 MILE EAST OF A CURVE
 AW1408'IN THE ROAD, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 185 FEET
 AW1408'NORTHEAST OF POWER POLE 827, 15 FEET EAST OF THE CENTER LINE OF A
 AW1408'WOODEN GATE, 2 FEET SOUTH OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS
 AW1408'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 AW1408'CONCRETE POST PROJECTING 6 INCHES.
 AW1408
 AW1408                          STATION RECOVERY (1971)
 AW1408
 AW1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1408'RECOVERED IN GOOD CONDITION.
 AW1408
 AW1408                          STATION RECOVERY (1978)
 AW1408
 AW1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1408'RECOVERED IN GOOD CONDITION.
 AW1408
 AW1408                          STATION RECOVERY (1996)
 AW1408
 AW1408'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1408'MARK NOT FOUND.
 AW1408
 AW1408                          STATION RECOVERY (2001)
 AW1408
 AW1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1408'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1408
 AW1408                          STATION RECOVERY (2004)
 AW1408
 AW1408'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1408'MARK NOT FOUND.
 AW1408
 AW1408                          STATION RECOVERY (2005)
 AW1408
 AW1408'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1644 ***********************************************************************
 AW1644  DESIGNATION -  C 1138
 AW1644  PID         -  AW1644
 AW1644  STATE/COUNTY-  TX/GALVESTON
 AW1644  USGS QUAD   -  GALVESTON (1994)
 AW1644
 AW1644                         *CURRENT SURVEY CONTROL
 AW1644  ___________________________________________________________________
 AW1644* NAD 83(1993)-  29 21 51.01241(N)    094 48 39.11130(W)     ADJUSTED  
 AW1644* NAVD 88     -         3.59   (+/-2cm)      11.8    (feet)  VERTCON   
 AW1644  ___________________________________________________________________
 AW1644  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW1644  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AW1644
 AW1644  HORZ ORDER  -  SECOND
 AW1644  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1644
 AW1644.The horizontal coordinates were established by classical geodetic methods
 AW1644.and adjusted by the National Geodetic Survey in February 1996..
 AW1644
 AW1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1644.The vertical order pertains to the NGVD 29 superseded value.
 AW1644
 AW1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1644
 AW1644.The geoid height was determined by GEOID03.
 AW1644
 AW1644;                    North         East     Units Scale Factor Converg.
 AW1644;SPC TXSC     - 4,176,940.066 1,006,603.320   MT  0.99986337   +2 03 08.3
 AW1644;SPC TXSC     -13,703,844.20  3,302,497.73   sFT  0.99986337   +2 03 08.3
 AW1644;UTM  15      - 3,249,695.988   324,228.421   MT  0.99998124   -0 53 17.5
 AW1644
 AW1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1644!SPC TXSC     -   1.00000363  x   0.99986337  =   0.99986700
 AW1644!UTM  15      -   1.00000363  x   0.99998124  =   0.99998487
 AW1644
 AW1644                          SUPERSEDED SURVEY CONTROL
 AW1644
 AW1644  NAD 83(1986)-  29 21 51.02767(N)    094 48 39.09207(W) AD(       ) 2
 AW1644  NAD 27      -  29 21 50.18195(N)    094 48 38.38876(W) AD(       ) 2
 AW1644  NGVD 29 (??/??/92)    3.584  (m)           11.76   (f) ADJ UNCH    1 2
 AW1644
 AW1644.Superseded values are not recommended for survey control.
 AW1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1644.See file dsdata.txt to determine how the superseded data were derived.
 AW1644
 AW1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2422849696(NAD 83)
 AW1644_MARKER: DB = BENCH MARK DISK
 AW1644_SETTING: 80 = SET IN A BOULDER
 AW1644_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 AW1644_STAMPING: C 1138 1958
 AW1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1644+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 AW1644
 AW1644  HISTORY     - Date     Condition        Report By
 AW1644  HISTORY     - 1974     MONUMENTED       NGS
 AW1644  HISTORY     - 1973     GOOD             NGS
 AW1644  HISTORY     - 1974     GOOD             NGS
 AW1644  HISTORY     - 1978     GOOD             NGS
 AW1644  HISTORY     - 1987     GOOD             USPSQD
 AW1644  HISTORY     - 1987     GOOD             USPSQD
 AW1644  HISTORY     - 1987     GOOD             USPSQD
 AW1644  HISTORY     - 1987     GOOD             USPSQD
 AW1644  HISTORY     - 1988     GOOD             USPSQD
 AW1644  HISTORY     - 1988     GOOD             USPSQD
 AW1644  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1644  HISTORY     - 1988     GOOD             USPSQD
 AW1644  HISTORY     - 1989     GOOD             USPSQD
 AW1644  HISTORY     - 1989     GOOD             USPSQD
 AW1644  HISTORY     - 1989     GOOD             USPSQD
 AW1644  HISTORY     - 1990     GOOD             USPSQD
 AW1644  HISTORY     - 1991     GOOD             USPSQD
 AW1644  HISTORY     - 19940326 GOOD             USPSQD
 AW1644  HISTORY     - 20030815 POOR             USE
 AW1644  HISTORY     - 20041020 GOOD             USPSQD
 AW1644  HISTORY     - 20060411 GOOD             USCG
 AW1644
 AW1644                          STATION DESCRIPTION
 AW1644
 AW1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AW1644'STATION IS LOCATED 5-1/2 MILES SOUTHEAST OF TEXAS CITY AND AT THE
 AW1644'SOUTHEAST END OF THE TEXAS CITY DIKE.
 AW1644'
 AW1644'TO REACH THE STATION FROM THE JUNCTION OF 8TH AVENUE NORTH, NORTH BAY
 AW1644'STREET AND TEXAS CITY DIKE ROAD IN TEXAS CITY, GO EASTERLY ON DIKE
 AW1644'ROAD FOR 5.05 MILES TO THE TEXAS CITY DINER AND MARTINA ON THE
 AW1644'LEFT.  CONTINUE EASTERLY ON THE DIKE ROAD FOR 0.35 MILE TO A DIRT
 AW1644'ROAD LEFT, JUST BEFORE REACHING THE END OF DIKE ROAD.  TURN LEFT
 AW1644'AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MILE TO THE STATION.
 AW1644'
 AW1644'BENCH MARK, STAMPED C 1138 1958 IS A STANDARD DISK SET IN A 3 INCH
 AW1644'CONCRETE FILLED IRON PIPE THAT PROJECTS 18 INCHES ABOVE THE GROUND.
 AW1644'IT IS 97.5 FEET SOUTHWEST OF A POWER POLE, 55 FEET NORTH OF THE
 AW1644'CENTER OF THE DIKE ROAD AND 2 FEET NORTH OF A WOODEN WITNESS POST.
 AW1644
 AW1644                          STATION RECOVERY (1973)
 AW1644
 AW1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1644'6.25 MI E FROM TEXAS CITY.
 AW1644'ABOUT 0.3 MILE NORTH ALONG LOOP 197 (6TH STREET N) FROM THE POST
 AW1644'OFFICE AT TEXAS CITY, THENCE 0.5 MILE EAST ALONG EIGHTH AVENUE NORTH,
 AW1644'THENCE 5.45 MILES EAST ALONG TEXAS CITY DIKE AT THE END OF THE DIKE,
 AW1644'ABOUT 158 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL
 AW1644'BUILDING, 95 FEET NORTH OF AND ACROSS THE ROAD FROM A GRANITE RIP-RAP,
 AW1644'97 FEET WEST-SOUTHWEST OF POWER POLE 5-20 AND BRACED BY A GUY WIRE, 55
 AW1644'FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD ON THE DIKE, 1.6 FEET
 AW1644'NORTH OF A WOODEN WITNESS POST AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 AW1644'THE ROAD.
 AW1644
 AW1644                          STATION RECOVERY (1974)
 AW1644
 AW1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (1978)
 AW1644
 AW1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1644'THE PIPE PROJECTS ABOUT 2.5 FEET ABOVE GROUND.
 AW1644
 AW1644                          STATION RECOVERY (1987)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (1987)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLA)
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (1987)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (1987)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (1988)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (1988)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (1988)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1644'MARK NOT FOUND.
 AW1644
 AW1644                          STATION RECOVERY (1988)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (1989)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (1989)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (1989)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (1990)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (1991)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (1994)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1644'RECOVERED IN GOOD CONDITION.
 AW1644
 AW1644                          STATION RECOVERY (2003)
 AW1644
 AW1644'RECOVERY NOTE BY US ENGINEERS 2003 (DWJ)
 AW1644'MARK HAS BEEN DAMAGED
 AW1644
 AW1644                          STATION RECOVERY (2004)
 AW1644
 AW1644'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1644'THE MARK HAS BEEN BUMPED BY A LAWN MOWER.
 AW1644
 AW1644                          STATION RECOVERY (2006)
 AW1644
 AW1644'RECOVERY NOTE BY US COAST GUARD 2006 (MGS)
 AW1644'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1431 ***********************************************************************
 AW1431  DESIGNATION -  C 1139
 AW1431  PID         -  AW1431
 AW1431  STATE/COUNTY-  TX/CHAMBERS
 AW1431  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW1431
 AW1431                         *CURRENT SURVEY CONTROL
 AW1431  ___________________________________________________________________
 AW1431* NAD 83(1986)-  29 35 53.     (N)    094 40 32.     (W)     SCALED    
 AW1431* NAVD 88     -         2.31   (+/-2cm)       7.6    (feet)  VERTCON   
 AW1431  ___________________________________________________________________
 AW1431  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW1431  OBS GRAVITY -     979,277.4   (mgal)                       GRAV_OBS
 AW1431
 AW1431  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1431
 AW1431.The horizontal coordinates were scaled from a topographic map and have
 AW1431.an estimated accuracy of +/- 6 seconds.
 AW1431
 AW1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1431.The vertical order pertains to the NGVD 29 superseded value.
 AW1431
 AW1431.The geoid height was determined by GEOID03.
 AW1431.The observed gravity was obtained from relative gravimeter ties
 AW1431.to the IGSN71 gravity network.
 AW1431
 AW1431;                    North         East    Units  Estimated Accuracy
 AW1431;SPC TXSC     - 4,203,320.    1,018,770.      MT  (+/- 180 meters Scaled)
 AW1431
 AW1431                          SUPERSEDED SURVEY CONTROL
 AW1431
 AW1431  NGVD 29 (??/??/92)    2.311  (m)            7.58   (f) ADJ UNCH    1 2
 AW1431
 AW1431.Superseded values are not recommended for survey control.
 AW1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1431.See file dsdata.txt to determine how the superseded data were derived.
 AW1431
 AW1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN377754(NAD 83)
 AW1431_MARKER: DB = BENCH MARK DISK
 AW1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1431_STAMPING: C 1139 1959
 AW1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1431+STABILITY: SURFACE MOTION
 AW1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1431+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1431
 AW1431  HISTORY     - Date     Condition        Report By
 AW1431  HISTORY     - 1959     MONUMENTED       CGS
 AW1431  HISTORY     - 1973     GOOD             NGS
 AW1431  HISTORY     - 1978     GOOD             NGS
 AW1431  HISTORY     - 19970125 GOOD             USPSQD
 AW1431  HISTORY     - 20010331 GOOD             NGS
 AW1431  HISTORY     - 20040308 GOOD             USPSQD
 AW1431  HISTORY     - 20050314 GOOD             USPSQD
 AW1431
 AW1431                          STATION DESCRIPTION
 AW1431
 AW1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1431'6.9 MI NE FROM SMITH POINT.
 AW1431'ABOUT 6.9 MILES NORTHEAST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1431'GROCERY STORE AT SMITH POINT, 0.1 MILE WEST OF AND ACROSS THE FARM
 AW1431'ROAD FROM A FRAME FARM HOUSE, ABOUT 300 FEET NORTH OF A CURVE IN THE
 AW1431'ROAD, 148 1/2 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A POWER LINE
 AW1431'POLE, 48 FEET WEST OF THE CENTER LINE OF THE ROAD, 10 1/2 FEET WEST OF
 AW1431'THE SOUTH END OF A PIPE CULVERT UNDER AN OLD ROAD AT FIELD ENTRANCE,
 AW1431'1.6 FEET EAST OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 AW1431'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AW1431'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 AW1431
 AW1431                          STATION RECOVERY (1978)
 AW1431
 AW1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1431'RECOVERED IN GOOD CONDITION.
 AW1431
 AW1431                          STATION RECOVERY (1997)
 AW1431
 AW1431'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1431'RECOVERED IN GOOD CONDITION.
 AW1431
 AW1431                          STATION RECOVERY (2001)
 AW1431
 AW1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1431'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 AW1431
 AW1431                          STATION RECOVERY (2004)
 AW1431
 AW1431'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1431'RECOVERED IN GOOD CONDITION.
 AW1431
 AW1431                          STATION RECOVERY (2005)
 AW1431
 AW1431'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3072 ***********************************************************************
 AW3072  DESIGNATION -  C 1140
 AW3072  PID         -  AW3072
 AW3072  STATE/COUNTY-  TX/LIBERTY
 AW3072  USGS QUAD   -  SHILOH (1993)
 AW3072
 AW3072                         *CURRENT SURVEY CONTROL
 AW3072  ___________________________________________________________________
 AW3072* NAD 83(1986)-  29 57 21.     (N)    094 42 46.     (W)     SCALED    
 AW3072* NAVD 88     -        10.22   (+/-2cm)      33.5    (feet)  VERTCON   
 AW3072  ___________________________________________________________________
 AW3072  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW3072
 AW3072  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3072
 AW3072.The horizontal coordinates were scaled from a topographic map and have
 AW3072.an estimated accuracy of +/- 6 seconds.
 AW3072
 AW3072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3072.The vertical order pertains to the NGVD 29 superseded value.
 AW3072
 AW3072.The geoid height was determined by GEOID03.
 AW3072
 AW3072;                    North         East    Units  Estimated Accuracy
 AW3072;SPC TX C     - 3,045,760.    1,242,340.      MT  (+/- 180 meters Scaled)
 AW3072
 AW3072                          SUPERSEDED SURVEY CONTROL
 AW3072
 AW3072  NGVD 29 (??/??/92)   10.222  (m)           33.54   (f) ADJ UNCH    1 2
 AW3072
 AW3072.Superseded values are not recommended for survey control.
 AW3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3072.See file dsdata.txt to determine how the superseded data were derived.
 AW3072
 AW3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP347151(NAD 83)
 AW3072_MARKER: DB = BENCH MARK DISK
 AW3072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3072_STAMPING: C 1140 1959
 AW3072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3072+STABILITY: SURFACE MOTION
 AW3072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3072+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3072
 AW3072  HISTORY     - Date     Condition        Report By
 AW3072  HISTORY     - 1959     MONUMENTED       CGS
 AW3072  HISTORY     - 20040407 GOOD             USPSQD
 AW3072  HISTORY     - 20050515 GOOD             USPSQD
 AW3072
 AW3072                          STATION DESCRIPTION
 AW3072
 AW3072'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3072'9.95 MI SE FROM LIBERTY.
 AW3072'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3072'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 9.15 MILES SOUTHEAST
 AW3072'ALONG FARM ROAD 563, 68 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 AW3072'86 1/2 FEET SOUTHEAST OF THE EAST CORNER OF A GROCERY STORE, 4 1/2
 AW3072'FEET NORTHWEST OF A 12-INCH GUM TREE, 5 FEET SOUTHEAST OF A 12-INCH
 AW3072'GUM TREE, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AW3072'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW3072
 AW3072                          STATION RECOVERY (2004)
 AW3072
 AW3072'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3072'RECOVERED IN GOOD CONDITION.
 AW3072
 AW3072                          STATION RECOVERY (2005)
 AW3072
 AW3072'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0090 ***********************************************************************
 AH0090  DESIGNATION -  C 1141
 AH0090  PID         -  AH0090
 AH0090  STATE/COUNTY-  TX/NUECES
 AH0090  USGS QUAD   -  PORTLAND (1975)
 AH0090
 AH0090                         *CURRENT SURVEY CONTROL
 AH0090  ___________________________________________________________________
 AH0090* NAD 83(1986)-  27 50 40.     (N)    097 22 10.     (W)     SCALED    
 AH0090* NAVD 88     -         7.109  (meters)      23.32   (feet)  ADJUSTED  
 AH0090  ___________________________________________________________________
 AH0090  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0090  DYNAMIC HT  -           7.098 (meters)      23.29  (feet)  COMP
 AH0090  MODELED GRAV-     979,131.8   (mgal)                       NAVD 88
 AH0090
 AH0090  VERT ORDER  -  FIRST     CLASS I
 AH0090
 AH0090.The horizontal coordinates were scaled from a topographic map and have
 AH0090.an estimated accuracy of +/- 6 seconds.
 AH0090
 AH0090.The orthometric height was determined by differential leveling
 AH0090.and adjusted by the National Geodetic Survey in June 1991..
 AH0090.WARNING-Repeat measurements at this control monument indicate possible
 AH0090.vertical movement.
 AH0090
 AH0090.The geoid height was determined by GEOID03.
 AH0090
 AH0090.The dynamic height is computed by dividing the NAVD 88
 AH0090.geopotential number by the normal gravity value computed on the
 AH0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0090.degrees latitude (g = 980.6199 gals.).
 AH0090
 AH0090.The modeled gravity was interpolated from observed gravity values.
 AH0090
 AH0090;                    North         East    Units  Estimated Accuracy
 AH0090;SPC TX S     - 5,241,790.      411,360.      MT  (+/- 180 meters Scaled)
 AH0090
 AH0090                          SUPERSEDED SURVEY CONTROL
 AH0090
 AH0090  NGVD 29 (??/??/92)    7.306  (m)           23.97   (f) ADJ UNCH    1 1
 AH0090
 AH0090.Superseded values are not recommended for survey control.
 AH0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0090.See file dsdata.txt to determine how the superseded data were derived.
 AH0090
 AH0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR605810(NAD 83)
 AH0090_MARKER: DB = BENCH MARK DISK
 AH0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0090_SP_SET: BRIDGE
 AH0090_STAMPING: C 1141 1959
 AH0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0090
 AH0090  HISTORY     - Date     Condition        Report By
 AH0090  HISTORY     - 1959     MONUMENTED       CGS
 AH0090  HISTORY     - 1978     GOOD             NGS
 AH0090  HISTORY     - 19970201 MARK NOT FOUND   NGS
 AH0090
 AH0090                          STATION DESCRIPTION
 AH0090
 AH0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0090'2.4 MI NE FROM CORPUS CHRISTI.
 AH0090'ABOUT 2.4 MILES NORTHEAST ALONG U. S. HIGHWAY 181 FROM THE NORTH END
 AH0090'OF THE HIGH BRIDGE OVER THE CORPUS CHRISTI SHIP CHANNEL AT CORPUS
 AH0090'CHRISTI, IN THE TOP OF THE CONCRETE GUARD RAIL ON THE SOUTHEAST SIDE
 AH0090'OF THE BRIDGE, ABOUT 1.0 MILE NORTHEAST OF THE SOUTHWEST END OF THE
 AH0090'CAUSEWAY OVER NUECES BAY, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AH0090'CAUSEWAY, AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE CAUSEWAY.
 AH0090
 AH0090                          STATION RECOVERY (1978)
 AH0090
 AH0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0090'RECOVERED IN GOOD CONDITION.
 AH0090
 AH0090                          STATION RECOVERY (1997)
 AH0090
 AH0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (HAS)
 AH0090'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 AH0090'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0278 ***********************************************************************
 AH0278  DESIGNATION -  C 1142
 AH0278  PID         -  AH0278
 AH0278  STATE/COUNTY-  TX/SAN PATRICIO
 AH0278  USGS QUAD   -  GREGORY (1975)
 AH0278
 AH0278                         *CURRENT SURVEY CONTROL
 AH0278  ___________________________________________________________________
 AH0278* NAD 83(1986)-  27 53 27.     (N)    097 20 46.     (W)     SCALED    
 AH0278* NAVD 88     -        10.992  (meters)      36.06   (feet)  ADJUSTED  
 AH0278  ___________________________________________________________________
 AH0278  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH0278  DYNAMIC HT  -          10.975 (meters)      36.01  (feet)  COMP
 AH0278  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 AH0278
 AH0278  VERT ORDER  -  FIRST     CLASS II
 AH0278
 AH0278.The horizontal coordinates were scaled from a topographic map and have
 AH0278.an estimated accuracy of +/- 6 seconds.
 AH0278
 AH0278.The orthometric height was determined by differential leveling
 AH0278.and adjusted by the National Geodetic Survey in June 1991..
 AH0278
 AH0278.The geoid height was determined by GEOID03.
 AH0278
 AH0278.The dynamic height is computed by dividing the NAVD 88
 AH0278.geopotential number by the normal gravity value computed on the
 AH0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0278.degrees latitude (g = 980.6199 gals.).
 AH0278
 AH0278.The modeled gravity was interpolated from observed gravity values.
 AH0278
 AH0278;                    North         East    Units  Estimated Accuracy
 AH0278;SPC TX S     - 5,246,950.      413,610.      MT  (+/- 180 meters Scaled)
 AH0278
 AH0278                          SUPERSEDED SURVEY CONTROL
 AH0278
 AH0278  NGVD 29 (??/??/92)   11.182  (m)           36.69   (f) ADJ UNCH    1 2
 AH0278
 AH0278.Superseded values are not recommended for survey control.
 AH0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0278.See file dsdata.txt to determine how the superseded data were derived.
 AH0278
 AH0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR627862(NAD 83)
 AH0278_MARKER: DB = BENCH MARK DISK
 AH0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0278_STAMPING: C 1142 1959
 AH0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0278+STABILITY: SURFACE MOTION
 AH0278
 AH0278  HISTORY     - Date     Condition        Report By
 AH0278  HISTORY     - 1959     MONUMENTED       CGS
 AH0278  HISTORY     - 1989     GOOD             USPSQD
 AH0278  HISTORY     - 19950610 GOOD             USPSQD
 AH0278
 AH0278                          STATION DESCRIPTION
 AH0278
 AH0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0278'2.4 MI NW FROM PORTLAND.
 AH0278'ABOUT 0.25 MILE NORTH ALONG HOUSTON STREET FROM THE POSTOFFICE AT
 AH0278'PORTLAND, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG U. S. HIGHWAY 181,
 AH0278'THENCE ABOUT 1.95 MILES NORTHWEST ALONG FARM ROAD 893, AT THE ENTRANCE
 AH0278'TO HUNT AIRPORT, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 39 FEET
 AH0278'EAST OF THE CENTER LINE OF THE AIRPORT ROAD, 8.3 FEET SOUTH OF A FENCE
 AH0278'CORNER, 1.4 FEET WEST OF A FENCE, 0.8 FEET WEST OF A METAL WITNESS
 AH0278'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 AH0278'FLUSH WITH THE GROUND.
 AH0278
 AH0278                          STATION RECOVERY (1989)
 AH0278
 AH0278'RECOVERY NOTE BY US POWER SQUADRON 1989 (BK)
 AH0278'RECOVERED IN GOOD CONDITION.
 AH0278
 AH0278                          STATION RECOVERY (1995)
 AH0278
 AH0278'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3922 ***********************************************************************
 AW3922  DESIGNATION -  C 1143
 AW3922  PID         -  AW3922
 AW3922  STATE/COUNTY-  TX/BRAZORIA
 AW3922  USGS QUAD   -  LAKE JACKSON (1974)
 AW3922
 AW3922                         *CURRENT SURVEY CONTROL
 AW3922  ___________________________________________________________________
 AW3922* NAD 83(1986)-  29 00 18.     (N)    095 23 16.     (W)     SCALED    
 AW3922* NAVD 88     -         3.10   (+/-2cm)      10.2    (feet)  VERTCON   
 AW3922  ___________________________________________________________________
 AW3922  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AW3922
 AW3922  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3922
 AW3922.The horizontal coordinates were scaled from a topographic map and have
 AW3922.an estimated accuracy of +/- 6 seconds.
 AW3922
 AW3922.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3922.The vertical order pertains to the NGVD 29 superseded value.
 AW3922
 AW3922.The geoid height was determined by GEOID03.
 AW3922
 AW3922;                    North         East    Units  Estimated Accuracy
 AW3922;SPC TXSC     - 4,135,290.      951,860.      MT  (+/- 180 meters Scaled)
 AW3922
 AW3922                          SUPERSEDED SURVEY CONTROL
 AW3922
 AW3922  NGVD 29 (??/??/92)    3.12   (m)           10.2    (f) COMPUTED    1 2
 AW3922
 AW3922.Superseded values are not recommended for survey control.
 AW3922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3922.See file dsdata.txt to determine how the superseded data were derived.
 AW3922
 AW3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN674108(NAD 83)
 AW3922_MARKER: DB = BENCH MARK DISK
 AW3922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3922_SP_SET: FOUNDATION
 AW3922_STAMPING: C 1143 1959
 AW3922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3922
 AW3922  HISTORY     - Date     Condition        Report By
 AW3922  HISTORY     - 1959     MONUMENTED       CGS
 AW3922  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3922  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW3922  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW3922
 AW3922                          STATION DESCRIPTION
 AW3922
 AW3922'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3922'2.7 MI SE FROM CLUTE.
 AW3922'ABOUT 0.15 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE JUNIOR HIGH
 AW3922'SCHOOL AT CLUTE, THENCE ABOUT 2.0 MILES SOUTHEAST ALONG THE HOUSTON
 AW3922'AND BRAZOS VALLEY RAILROAD, THENCE ABOUT 0.55 MILE WEST ALONG STATE
 AW3922'HIGHWAY 332, AT THE JUNCTION OF STATE HIGHWAY 288, 174 FEET NORTHEAST
 AW3922'OF THE CENTER LINE OF STATE HIGHWAY 288, 31 FEET SOUTH OF THE CENTER
 AW3922'LINE OF STATE HIGHWAY 332, IN THE TOP OF THE SOUTH SIDE OF THE
 AW3922'CONCRETE FOUNDATION OF THE LIGHT POLE AT THE NORTH END OF A SMALL
 AW3922'DITCH WHICH SEPARATES THE HIGHWAYS, AND ABOUT 1.8 FEET ABOVE THE
 AW3922'GROUND.
 AW3922
 AW3922                          STATION RECOVERY (1973)
 AW3922
 AW3922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3922'MARK NOT FOUND.
 AW3922
 AW3922                          STATION RECOVERY (1998)
 AW3922
 AW3922'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3922'MARK NOT FOUND.
 AW3922
 AW3922                          STATION RECOVERY (2004)
 AW3922
 AW3922'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2314 ***********************************************************************
 AW2314  DESIGNATION -  C 1144
 AW2314  PID         -  AW2314
 AW2314  STATE/COUNTY-  TX/HARRIS
 AW2314  USGS QUAD   -  PARK PLACE (1995)
 AW2314
 AW2314                         *CURRENT SURVEY CONTROL
 AW2314  ___________________________________________________________________
 AW2314* NAD 83(1986)-  29 41 00.     (N)    095 21 19.     (W)     SCALED    
 AW2314* NAVD 88     -        13.13   (+/-2cm)      43.1    (feet)  VERTCON   
 AW2314  ___________________________________________________________________
 AW2314  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW2314  OBS GRAVITY -     979,283.1   (mgal)                       GRAV_OBS
 AW2314
 AW2314  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2314
 AW2314.The horizontal coordinates were scaled from a topographic map and have
 AW2314.an estimated accuracy of +/- 6 seconds.
 AW2314
 AW2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2314.The vertical order pertains to the NGVD 29 superseded value.
 AW2314
 AW2314.The geoid height was determined by GEOID03.
 AW2314.The observed gravity was obtained from relative gravimeter ties
 AW2314.to the IGSN71 gravity network.
 AW2314
 AW2314;                    North         East    Units  Estimated Accuracy
 AW2314;SPC TXSC     - 4,210,530.      952,680.      MT  (+/- 180 meters Scaled)
 AW2314
 AW2314                          SUPERSEDED SURVEY CONTROL
 AW2314
 AW2314  NGVD 29 (??/??/92)   13.123  (m)           43.05   (f) ADJ UNCH    1 2
 AW2314
 AW2314.Superseded values are not recommended for survey control.
 AW2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2314.See file dsdata.txt to determine how the superseded data were derived.
 AW2314
 AW2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN720860(NAD 83)
 AW2314_MARKER: DB = BENCH MARK DISK
 AW2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2314_STAMPING: C 1144 1959
 AW2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2314+STABILITY: SURFACE MOTION
 AW2314
 AW2314  HISTORY     - Date     Condition        Report By
 AW2314  HISTORY     - 1959     MONUMENTED       CGS
 AW2314  HISTORY     - 1973     GOOD             NGS
 AW2314  HISTORY     - 1978     GOOD             NGS
 AW2314  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2314  HISTORY     - 1987     GOOD             USPSQD
 AW2314  HISTORY     - 1990     GOOD             USPSQD
 AW2314  HISTORY     - 19950624 GOOD             USPSQD
 AW2314  HISTORY     - 20040324 GOOD             USPSQD
 AW2314
 AW2314                          STATION DESCRIPTION
 AW2314
 AW2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2314'0.95 MI SW FROM HOUSTON.
 AW2314'0.95 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2314'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, AT THE CROSSING OF
 AW2314'CULLEN BOULEVARD, 25.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 209 FEET
 AW2314'EAST OF THE CENTER LINE OF THE BOULEVARD, 51 FEET NORTHWEST OF THE
 AW2314'CENTER LINE OF HOLMES ROAD, 6 FEET WEST-NORTHWEST OF THE EAST ONE OF
 AW2314'THREE WOODEN POST SUPPORTING A LARGE BILLBOARD, 23.0 FEET WEST OF THE
 AW2314'WEST CORNER OF A FRAME BUILDING, 1.6 FEET SOUTHWEST OF A WITNESS POST,
 AW2314'ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 AW2314'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW2314
 AW2314                          STATION RECOVERY (1978)
 AW2314
 AW2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2314'RECOVERED IN GOOD CONDITION.
 AW2314
 AW2314                          STATION RECOVERY (1986)
 AW2314
 AW2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2314'NOT RECOVERED.
 AW2314
 AW2314                          STATION RECOVERY (1987)
 AW2314
 AW2314'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2314'RECOVERED IN GOOD CONDITION.
 AW2314
 AW2314                          STATION RECOVERY (1990)
 AW2314
 AW2314'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2314'RECOVERED IN GOOD CONDITION.
 AW2314
 AW2314                          STATION RECOVERY (1995)
 AW2314
 AW2314'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2314'RECOVERED IN GOOD CONDITION.
 AW2314
 AW2314                          STATION RECOVERY (2004)
 AW2314
 AW2314'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3140 ***********************************************************************
 AW3140  DESIGNATION -  C 1145
 AW3140  PID         -  AW3140
 AW3140  STATE/COUNTY-  TX/CHAMBERS
 AW3140  USGS QUAD   -  ANAHUAC (1993)
 AW3140
 AW3140                         *CURRENT SURVEY CONTROL
 AW3140  ___________________________________________________________________
 AW3140* NAD 83(1986)-  29 50 24.     (N)    094 38 52.     (W)     SCALED    
 AW3140* NAVD 88     -        10.07   (+/-2cm)      33.0    (feet)  VERTCON   
 AW3140  ___________________________________________________________________
 AW3140  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW3140  OBS GRAVITY -     979,292.6   (mgal)                       GRAV_OBS
 AW3140
 AW3140  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3140
 AW3140.The horizontal coordinates were scaled from a topographic map and have
 AW3140.an estimated accuracy of +/- 6 seconds.
 AW3140
 AW3140.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3140.The vertical order pertains to the NGVD 29 superseded value.
 AW3140
 AW3140.The geoid height was determined by GEOID03.
 AW3140.The observed gravity was obtained from relative gravimeter ties
 AW3140.to the IGSN71 gravity network.
 AW3140
 AW3140;                    North         East    Units  Estimated Accuracy
 AW3140;SPC TXSC     - 4,230,220.    1,020,460.      MT  (+/- 180 meters Scaled)
 AW3140
 AW3140                          SUPERSEDED SURVEY CONTROL
 AW3140
 AW3140  NGVD 29 (??/??/92)   10.077  (m)           33.06   (f) ADJ UNCH    1 2
 AW3140
 AW3140.Superseded values are not recommended for survey control.
 AW3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3140.See file dsdata.txt to determine how the superseded data were derived.
 AW3140
 AW3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP408021(NAD 83)
 AW3140_MARKER: DB = BENCH MARK DISK
 AW3140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3140_SP_SET: OVERPASS
 AW3140_STAMPING: C 1145 1959
 AW3140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3140+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3140
 AW3140  HISTORY     - Date     Condition        Report By
 AW3140  HISTORY     - 1959     MONUMENTED       CGS
 AW3140  HISTORY     - 1973     GOOD             NGS
 AW3140  HISTORY     - 19970412 GOOD             USPSQD
 AW3140  HISTORY     - 20010331 GOOD             NGS
 AW3140  HISTORY     - 20040220 GOOD             USPSQD
 AW3140  HISTORY     - 20040228 GOOD             USPSQD
 AW3140  HISTORY     - 20060121 GOOD             USPSQD
 AW3140
 AW3140                          STATION DESCRIPTION
 AW3140
 AW3140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3140'2.35 MI SW FROM HANKAMER.
 AW3140'ABOUT 2.35 MILES SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE CHURCH OF
 AW3140'CHRIST AT HANKAMER, 83 1/2 FEET EAST OF THE CENTER LINE OF HIGHWAY 61,
 AW3140'AT THE I-10 OVERPASS OVER HIGHWAY 61, 17 FEET SOUTH OF THE CENTER LINE
 AW3140'OF THE EASTBOUND TRAFFIC LANES OF HIGHWAY I-10, SET IN THE TOP OF THE
 AW3140'SOUTH END OF THE EAST CONCRETE SEAT OF THE OVERPASS, AND ABOUT 12 FEET
 AW3140'ABOVE THE LEVEL OF HIGHWAY 61, AND 4 FEET BELOW THE LEVEL OF HIGHWAY
 AW3140'I-10.
 AW3140
 AW3140                          STATION RECOVERY (1997)
 AW3140
 AW3140'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3140'RECOVERED IN GOOD CONDITION.
 AW3140
 AW3140                          STATION RECOVERY (2001)
 AW3140
 AW3140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3140'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3140
 AW3140                          STATION RECOVERY (2004)
 AW3140
 AW3140'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3140'RECOVERED IN GOOD CONDITION.
 AW3140
 AW3140                          STATION RECOVERY (2004)
 AW3140
 AW3140'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AW3140'RECOVERED IN GOOD CONDITION.
 AW3140
 AW3140                          STATION RECOVERY (2006)
 AW3140
 AW3140'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3140'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1496 ***********************************************************************
 AW1496  DESIGNATION -  C 1146
 AW1496  PID         -  AW1496
 AW1496  STATE/COUNTY-  TX/CHAMBERS
 AW1496  USGS QUAD   -  UMBRELLA POINT (1994)
 AW1496
 AW1496                         *CURRENT SURVEY CONTROL
 AW1496  ___________________________________________________________________
 AW1496* NAD 83(1986)-  29 44 50.     (N)    094 51 04.     (W)     SCALED    
 AW1496* NAVD 88     -         9.13   (+/-2cm)      30.0    (feet)  VERTCON   
 AW1496  ___________________________________________________________________
 AW1496  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW1496  OBS GRAVITY -     979,285.9   (mgal)                       GRAV_OBS
 AW1496
 AW1496  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1496
 AW1496.The horizontal coordinates were scaled from a topographic map and have
 AW1496.an estimated accuracy of +/- 6 seconds.
 AW1496
 AW1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1496.The vertical order pertains to the NGVD 29 superseded value.
 AW1496
 AW1496.The geoid height was determined by GEOID03.
 AW1496.The observed gravity was obtained from relative gravimeter ties
 AW1496.to the IGSN71 gravity network.
 AW1496
 AW1496;                    North         East    Units  Estimated Accuracy
 AW1496;SPC TXSC     - 4,219,230.    1,001,190.      MT  (+/- 180 meters Scaled)
 AW1496
 AW1496                          SUPERSEDED SURVEY CONTROL
 AW1496
 AW1496  NGVD 29 (??/??/92)    9.128  (m)           29.95   (f) ADJ UNCH    1 2
 AW1496
 AW1496.Superseded values are not recommended for survey control.
 AW1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1496.See file dsdata.txt to determine how the superseded data were derived.
 AW1496
 AW1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN209922(NAD 83)
 AW1496_MARKER: DB = BENCH MARK DISK
 AW1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1496_STAMPING: C 1146 1959
 AW1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1496+STABILITY: SURFACE MOTION
 AW1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1496+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AW1496
 AW1496  HISTORY     - Date     Condition        Report By
 AW1496  HISTORY     - 1959     MONUMENTED       CGS
 AW1496  HISTORY     - 1973     GOOD             NGS
 AW1496  HISTORY     - 1978     GOOD             NGS
 AW1496  HISTORY     - 1988     POOR             USPSQD
 AW1496  HISTORY     - 1990     GOOD             USPSQD
 AW1496  HISTORY     - 20010331 GOOD             NGS
 AW1496  HISTORY     - 20040204 GOOD             USPSQD
 AW1496  HISTORY     - 20050205 GOOD             USPSQD
 AW1496
 AW1496                          STATION DESCRIPTION
 AW1496
 AW1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1496'8.15 MI SW FROM COVE.
 AW1496'ABOUT 5.15 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE I-10 OVERPASS
 AW1496'AT COVE, THENCE 3 MILES SOUTH ALONG FARM ROAD 2354, AT THE JUNCTION
 AW1496'WITH A PAVED ROAD LEADING EAST TO MCCOLLUM COUNTY PARK, ABOUT 61 FEET
 AW1496'EAST OF THE CENTER LINE OF FM ROAD 2354, 85 FEET NORTH OF THE CENTER
 AW1496'LINE OF MCCOLLUM PARK ROAD, 54 FEET NORTHEAST OF THE NORTH END OF A
 AW1496'CONCRETE HEADWALL, 35 1/2 FEET NORTH OF A POWER POLE, 2 FEET WEST OF A
 AW1496'FENCE, 1 1/2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 AW1496'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW1496'PROJECTING 6 INCHES.
 AW1496
 AW1496                          STATION RECOVERY (1978)
 AW1496
 AW1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1496'RECOVERED IN GOOD CONDITION.
 AW1496
 AW1496                          STATION RECOVERY (1988)
 AW1496
 AW1496'RECOVERY NOTE BY US POWER SQUADRON 1988 (KK)
 AW1496'MARK RECOVERED IN POOR CONDITION.
 AW1496
 AW1496                          STATION RECOVERY (1990)
 AW1496
 AW1496'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1496'RECOVERED IN GOOD CONDITION.
 AW1496
 AW1496                          STATION RECOVERY (2001)
 AW1496
 AW1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1496'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1496
 AW1496                          STATION RECOVERY (2004)
 AW1496
 AW1496'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1496'N 29 44.833  W 094 51.001
 AW1496
 AW1496                          STATION RECOVERY (2005)
 AW1496
 AW1496'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW1496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1742 ***********************************************************************
 AW1742  DESIGNATION -  C 1147
 AW1742  PID         -  AW1742
 AW1742  STATE/COUNTY-  TX/HARRIS
 AW1742  USGS QUAD   -  LA PORTE (1982)
 AW1742
 AW1742                         *CURRENT SURVEY CONTROL
 AW1742  ___________________________________________________________________
 AW1742* NAD 83(1986)-  29 40 48.     (N)    095 02 48.     (W)     SCALED    
 AW1742* NAVD 88     -         5.782  (meters)      18.97   (feet)  ADJUSTED  
 AW1742  ___________________________________________________________________
 AW1742  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1742  DYNAMIC HT  -           5.774 (meters)      18.94  (feet)  COMP
 AW1742  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 AW1742
 AW1742  VERT ORDER  -  FIRST     CLASS II
 AW1742
 AW1742.The horizontal coordinates were scaled from a topographic map and have
 AW1742.an estimated accuracy of +/- 6 seconds.
 AW1742
 AW1742.The orthometric height was determined by differential leveling
 AW1742.and adjusted by the National Geodetic Survey in June 1991..
 AW1742
 AW1742.The geoid height was determined by GEOID03.
 AW1742
 AW1742.The dynamic height is computed by dividing the NAVD 88
 AW1742.geopotential number by the normal gravity value computed on the
 AW1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1742.degrees latitude (g = 980.6199 gals.).
 AW1742
 AW1742.The modeled gravity was interpolated from observed gravity values.
 AW1742
 AW1742;                    North         East    Units  Estimated Accuracy
 AW1742;SPC TXSC     - 4,211,130.      982,540.      MT  (+/- 180 meters Scaled)
 AW1742
 AW1742                          SUPERSEDED SURVEY CONTROL
 AW1742
 AW1742  NGVD 29 (12/23/87)    5.779  (m)           18.96   (f) ADJUSTED    1 2
 AW1742
 AW1742.Superseded values are not recommended for survey control.
 AW1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1742.See file dsdata.txt to determine how the superseded data were derived.
 AW1742
 AW1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN019850(NAD 83)
 AW1742_MARKER: DB = BENCH MARK DISK
 AW1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1742_SP_SET: CONCRETE POST
 AW1742_STAMPING: C 1147 1959
 AW1742_MARK LOGO: CGS   
 AW1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1742+STABILITY: SURFACE MOTION
 AW1742
 AW1742  HISTORY     - Date     Condition        Report By
 AW1742  HISTORY     - 1959     MONUMENTED       CGS
 AW1742  HISTORY     - 1964     GOOD             NGS
 AW1742  HISTORY     - 1978     GOOD             NGS
 AW1742  HISTORY     - 1986     GOOD             NGS
 AW1742  HISTORY     - 1987     GOOD             USPSQD
 AW1742  HISTORY     - 1989     GOOD             USPSQD
 AW1742  HISTORY     - 1989     GOOD             USPSQD
 AW1742  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW1742  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AW1742  HISTORY     - 20020311 MARK NOT FOUND   USPSQD
 AW1742  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW1742
 AW1742                          STATION DESCRIPTION
 AW1742
 AW1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW1742'3.5 MI NW FROM LA PORTE.
 AW1742'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW1742'SCHOOL AT LA PORTE, THENCE ABOUT 1.0 MILE WEST ALONG SPENCER HIGHWAY,
 AW1742'THENCE ABOUT 1.0 MILE NORTH ALONG SENES ROAD, 268 FEET SOUTH OF THE
 AW1742'CENTER OF THE JUNCTION WITH NORTH L STREET, 43 FEET WEST-NORTHWEST OF
 AW1742'THE NORTHWEST CORNER OF A HOUSE, 30 FEET EAST OF THE CENTER LINE OF
 AW1742'SENES ROAD, 20 FEET SOUTH OF THE CENTER LINE OF A SHELL DRIVEWAY, 5
 AW1742'1/2 FEET NORTH OF A POWER POLE, 6 FEET SOUTH OF A 3-FORKED MULBERRY
 AW1742'TREE, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1742
 AW1742                          STATION RECOVERY (1964)
 AW1742
 AW1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1742'RECOVERED IN GOOD CONDITION.
 AW1742
 AW1742                          STATION RECOVERY (1978)
 AW1742
 AW1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1742'RECOVERED IN GOOD CONDITION.
 AW1742
 AW1742                          STATION RECOVERY (1986)
 AW1742
 AW1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1742'RECOVERED IN GOOD CONDITION.
 AW1742
 AW1742                          STATION RECOVERY (1987)
 AW1742
 AW1742'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1742'RECOVERED IN GOOD CONDITION.
 AW1742
 AW1742                          STATION RECOVERY (1989)
 AW1742
 AW1742'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1742'RECOVERED IN GOOD CONDITION.
 AW1742
 AW1742                          STATION RECOVERY (1989)
 AW1742
 AW1742'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1742'RECOVERED IN GOOD CONDITION.
 AW1742
 AW1742                          STATION RECOVERY (1997)
 AW1742
 AW1742'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1742'MARK NOT FOUND.
 AW1742
 AW1742                          STATION RECOVERY (2002)
 AW1742
 AW1742'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1742'MARK NOT FOUND.
 AW1742
 AW1742                          STATION RECOVERY (2002)
 AW1742
 AW1742'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1742'MARK NOT FOUND.
 AW1742
 AW1742                          STATION RECOVERY (2005)
 AW1742
 AW1742'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0285 ***********************************************************************
 AW0285  DESIGNATION -  C 1149
 AW0285  PID         -  AW0285
 AW0285  STATE/COUNTY-  TX/HARRIS
 AW0285  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0285
 AW0285                         *CURRENT SURVEY CONTROL
 AW0285  ___________________________________________________________________
 AW0285* NAD 83(1986)-  29 47 05.     (N)    095 34 47.     (W)     SCALED    
 AW0285* NAVD 88     -        27.219  (meters)      89.30   (feet)  ADJUSTED  
 AW0285  ___________________________________________________________________
 AW0285  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW0285  DYNAMIC HT  -          27.182 (meters)      89.18  (feet)  COMP
 AW0285  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 AW0285  OBS GRAVITY -     979,280.2   (mgal)                       GRAV_OBS
 AW0285
 AW0285  VERT ORDER  -  FIRST     CLASS I
 AW0285
 AW0285.The horizontal coordinates were scaled from a topographic map and have
 AW0285.an estimated accuracy of +/- 6 seconds.
 AW0285
 AW0285.The orthometric height was determined by differential leveling
 AW0285.and adjusted by the National Geodetic Survey in June 1991..
 AW0285
 AW0285.The geoid height was determined by GEOID03.
 AW0285
 AW0285.The dynamic height is computed by dividing the NAVD 88
 AW0285.geopotential number by the normal gravity value computed on the
 AW0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0285.degrees latitude (g = 980.6199 gals.).
 AW0285
 AW0285.The modeled gravity was interpolated from observed gravity values.
 AW0285.The observed gravity was obtained from relative gravimeter ties
 AW0285.to the IGSN71 gravity network.
 AW0285
 AW0285;                    North         East    Units  Estimated Accuracy
 AW0285;SPC TXSC     - 4,221,100.      930,640.      MT  (+/- 180 meters Scaled)
 AW0285
 AW0285                          SUPERSEDED SURVEY CONTROL
 AW0285
 AW0285  NGVD 29 (12/23/87)   27.212  (m)           89.28   (f) ADJUSTED    1 1
 AW0285
 AW0285.Superseded values are not recommended for survey control.
 AW0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0285.See file dsdata.txt to determine how the superseded data were derived.
 AW0285
 AW0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN506977(NAD 83)
 AW0285_MARKER: DB = BENCH MARK DISK
 AW0285_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0285_SP_SET: COPPER-CLAD STEEL ROD
 AW0285_STAMPING: C 1149 1959
 AW0285_MARK LOGO: CGS   
 AW0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0285+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW0285
 AW0285  HISTORY     - Date     Condition        Report By
 AW0285  HISTORY     - 1959     MONUMENTED       CGS
 AW0285  HISTORY     - 1973     GOOD             NGS
 AW0285  HISTORY     - 1974     GOOD             NGS
 AW0285  HISTORY     - 1976     GOOD             NGS
 AW0285  HISTORY     - 1978     GOOD             NGS
 AW0285  HISTORY     - 1981     POOR             NGS
 AW0285  HISTORY     - 1983     GOOD             NGS
 AW0285  HISTORY     - 1986     GOOD             NGS
 AW0285  HISTORY     - 19941022 GOOD             USPSQD
 AW0285  HISTORY     - 20040413 GOOD             USPSQD
 AW0285
 AW0285                          STATION DESCRIPTION
 AW0285
 AW0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0285'3.85 MI E FROM ADDICKS.
 AW0285'ABOUT 3.85 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0285'THE RAILROAD OVERPASS OVER STATE HIGHWAY 6, ABOUT 36.2 FEET NORTH OF
 AW0285'THE CENTER LINE OF AN ACCESS ROAD, 35 FEET WEST OF THE CENTER LINE OF
 AW0285'SHERWOOD FOREST ST., 36.3 FEET SOUTH OF THE SOUTH RAIL, 6.5 FEET WEST
 AW0285'OF TELEPHONE POLE 326 1/2, 1.1 FEET EAST OF A METAL WITNESS POST,
 AW0285'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND IS A DISK SET IN
 AW0285'THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD AND PROTECTED BY A
 AW0285'6-INCH TILE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 AW0285'32 FEET.
 AW0285
 AW0285                          STATION RECOVERY (1974)
 AW0285
 AW0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW0285'RECOVERED IN GOOD CONDITION.
 AW0285
 AW0285                          STATION RECOVERY (1976)
 AW0285
 AW0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0285'RECOVERED IN GOOD CONDITION.
 AW0285
 AW0285                          STATION RECOVERY (1978)
 AW0285
 AW0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0285'RECOVERED IN GOOD CONDITION.
 AW0285
 AW0285                          STATION RECOVERY (1981)
 AW0285
 AW0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0285'MARK RECOVERED IN POOR CONDITION.
 AW0285
 AW0285                          STATION RECOVERY (1983)
 AW0285
 AW0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0285'RECOVERED IN GOOD CONDITION.
 AW0285
 AW0285                          STATION RECOVERY (1986)
 AW0285
 AW0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0285'RECOVERED IN GOOD CONDITION.
 AW0285
 AW0285                          STATION RECOVERY (1994)
 AW0285
 AW0285'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0285'RECOVERED IN GOOD CONDITION.
 AW0285
 AW0285                          STATION RECOVERY (2004)
 AW0285
 AW0285'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1679 ***********************************************************************
 CS1679  DESIGNATION -  C 115
 CS1679  PID         -  CS1679
 CS1679  STATE/COUNTY-  TX/TARRANT
 CS1679  USGS QUAD   -  BENBROOK (1981)
 CS1679
 CS1679                         *CURRENT SURVEY CONTROL
 CS1679  ___________________________________________________________________
 CS1679* NAD 83(1986)-  32 40 39.     (N)    097 22 41.     (W)     SCALED    
 CS1679* NAVD 88     -       207.227  (meters)     679.88   (feet)  ADJUSTED  
 CS1679  ___________________________________________________________________
 CS1679  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS1679  DYNAMIC HT  -         206.983 (meters)     679.08  (feet)  COMP
 CS1679  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 CS1679
 CS1679  VERT ORDER  -  FIRST     CLASS II
 CS1679
 CS1679.The horizontal coordinates were scaled from a topographic map and have
 CS1679.an estimated accuracy of +/- 6 seconds.
 CS1679
 CS1679.The orthometric height was determined by differential leveling
 CS1679.and adjusted by the National Geodetic Survey in June 1991..
 CS1679.WARNING-Repeat measurements at this control monument indicate possible
 CS1679.vertical movement.
 CS1679
 CS1679.The geoid height was determined by GEOID03.
 CS1679
 CS1679.The dynamic height is computed by dividing the NAVD 88
 CS1679.geopotential number by the normal gravity value computed on the
 CS1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1679.degrees latitude (g = 980.6199 gals.).
 CS1679
 CS1679.The modeled gravity was interpolated from observed gravity values.
 CS1679
 CS1679;                    North         East    Units  Estimated Accuracy
 CS1679;SPC TXNC     - 2,112,650.      705,220.      MT  (+/- 180 meters Scaled)
 CS1679
 CS1679                          SUPERSEDED SURVEY CONTROL
 CS1679
 CS1679  NGVD 29 (??/??/92)  207.244  (m)          679.93   (f) ADJ UNCH    1 2
 CS1679
 CS1679.Superseded values are not recommended for survey control.
 CS1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1679.See file dsdata.txt to determine how the superseded data were derived.
 CS1679
 CS1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB520166(NAD 83)
 CS1679_MARKER: DB = BENCH MARK DISK
 CS1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1679_STAMPING: C 115 1933 679.867
 CS1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1679+STABILITY: SURFACE MOTION
 CS1679
 CS1679  HISTORY     - Date     Condition        Report By
 CS1679  HISTORY     - 1933     MONUMENTED       CGS
 CS1679  HISTORY     - 1962     GOOD             NGS
 CS1679  HISTORY     - 1989     GOOD             USPSQD
 CS1679  HISTORY     - 1991     GOOD             USPSQD
 CS1679  HISTORY     - 19960301 MARK NOT FOUND   USPSQD
 CS1679  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1679  HISTORY     - 20051119 GOOD             USPSQD
 CS1679
 CS1679                          STATION DESCRIPTION
 CS1679
 CS1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1679'6.2 MI SW FROM FORT WORTH.
 CS1679'ABOUT 6.2 MILES SOUTHWEST, AIRLINE FROM THE COUNTY COURT HOUSE IN FORT
 CS1679'WORTH, ALONG THE A.T. AND S.F.R.R. AND GRANBURY ROAD, ABOUT MIDWAY
 CS1679'BETWEEN TWO RAILROAD BRIDGES, ABOUT 0.6 MILE SOUTHWEST OF THE BRIDGE
 CS1679'UNDERPASS ON TRAIL LAKE DRIVE, ABOUT 0.2 MILE EAST OF THE WESTCLIFF
 CS1679'METHODIST CHURCH AND 30 YARDS SOUTHWEST OF A PRIVATE ROAD CROSSING. IT
 CS1679'IS 54 FEET NORTH OF A W POST, 93.5 FEET NORTHWEST OF BENCH MARK B 115,
 CS1679'48 FEET NORTHWEST OF THE CENTERLINE OF THE TRACKS AND ABOUT 4 FEET
 CS1679'SOUTHEAST OF A BOARD FENCE.  A STANDARD DISK STAMPED C 115 1933
 CS1679'679.867, IN A CONCRETE POST WHICH PROJECTS ABOUT 1 FOOT. THE MARK IS
 CS1679'ABOUT 1/2 BLOCK SOUTHWEST OF THE BILGLADE STREET CROSSING. NOTE-- THIS
 CS1679'BENCH MARK WAS FOUND TO BE SOLID IN THE GROUND BUT IS PROJECTING ABOUT
 CS1679'16 INCHES ABOVE THE SURFACE OF THE GROUND AND APPEARS TO BE SLIGHTLY
 CS1679'TITLED.  THE BENCH MARK IS 0.4 MILE NORTHEAST ALONG GRANBURY ROAD FROM
 CS1679'THE OVERPASS AT LOOP 217, 123 FEET NORTHWEST OF THE CENTER LINE OF
 CS1679'GRANDBURY ROAD, 174 SOUTHWEST OF A POWERLINE POLE WITH TRANSFORMER, 44
 CS1679'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE A.T. AND S.F.R.R. TRACKS,
 CS1679'AND 5 FEET SOUTHEAST OF A BOARD FENCE.
 CS1679
 CS1679                          STATION RECOVERY (1989)
 CS1679
 CS1679'RECOVERY NOTE BY US POWER SQUADRON 1989 (WS)
 CS1679'RECOVERED IN GOOD CONDITION.
 CS1679
 CS1679                          STATION RECOVERY (1991)
 CS1679
 CS1679'RECOVERY NOTE BY US POWER SQUADRON 1991 (LTS)
 CS1679'RECOVERED IN GOOD CONDITION.
 CS1679
 CS1679                          STATION RECOVERY (1996)
 CS1679
 CS1679'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1679'MARK NOT FOUND.
 CS1679
 CS1679                          STATION RECOVERY (2004)
 CS1679
 CS1679'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS1679'MARK NOT FOUND.
 CS1679
 CS1679                          STATION RECOVERY (2005)
 CS1679
 CS1679'RECOVERY NOTE BY US POWER SQUADRON 2005 (MDC)
 CS1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3341 ***********************************************************************
 AW3341  DESIGNATION -  C 1150
 AW3341  PID         -  AW3341
 AW3341  STATE/COUNTY-  TX/HARRIS
 AW3341  USGS QUAD   -  BELLAIRE (1995)
 AW3341
 AW3341                         *CURRENT SURVEY CONTROL
 AW3341  ___________________________________________________________________
 AW3341* NAD 83(1986)-  29 42 20.     (N)    095 27 29.     (W)     SCALED    
 AW3341* NAVD 88     -        17.59   (+/-2cm)      57.7    (feet)  VERTCON   
 AW3341  ___________________________________________________________________
 AW3341  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW3341
 AW3341  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3341
 AW3341.The horizontal coordinates were scaled from a topographic map and have
 AW3341.an estimated accuracy of +/- 6 seconds.
 AW3341
 AW3341.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3341.The vertical order pertains to the NGVD 29 superseded value.
 AW3341
 AW3341.The geoid height was determined by GEOID03.
 AW3341
 AW3341;                    North         East    Units  Estimated Accuracy
 AW3341;SPC TXSC     - 4,212,680.      942,660.      MT  (+/- 180 meters Scaled)
 AW3341
 AW3341                          SUPERSEDED SURVEY CONTROL
 AW3341
 AW3341  NGVD 29 (??/??/92)   17.588  (m)           57.70   (f) ADJ UNCH    1 2
 AW3341
 AW3341.Superseded values are not recommended for survey control.
 AW3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3341.See file dsdata.txt to determine how the superseded data were derived.
 AW3341
 AW3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN621886(NAD 83)
 AW3341_MARKER: DB = BENCH MARK DISK
 AW3341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3341_SP_SET: CULVERT
 AW3341_STAMPING: C 1150 1959
 AW3341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3341
 AW3341  HISTORY     - Date     Condition        Report By
 AW3341  HISTORY     - 1959     MONUMENTED       CGS
 AW3341  HISTORY     - 1964     GOOD             NGS
 AW3341  HISTORY     - 1967     MARK NOT FOUND   USGS
 AW3341  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW3341
 AW3341                          STATION DESCRIPTION
 AW3341
 AW3341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3341'1.0 MI E FROM BELLAIRE.
 AW3341'ABOUT 0.25 MILE EAST ALONG CEDAR STREET FROM THE POST OFFICE AT
 AW3341'BELLAIRE, THENCE 0.25 MILE SOUTH ALONG RICE AVENUE, THENCE 0.5 MILE
 AW3341'EAST ALONG BELLAIRE BOULEVARD, AT THE INTERSECTION OF POST OAK ROAD,
 AW3341'SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A
 AW3341'CONCRETE CULVERT UNDER BELLAIRE BOULEVARD, 26 FEET SOUTH OF THE CENTER
 AW3341'LINE OF THE SOUTH TRAFFIC LANE OF THE BOULEVARD, 49 FEET WEST OF THE
 AW3341'CENTER LINE OF POST OAK ROAD, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 AW3341'THE STREETS.  NOTE-- THIS MARK PROBABLY DESTROYED BY CONSTRUCTION OF
 AW3341'INTERSTATE HWY. 610.
 AW3341
 AW3341                          STATION RECOVERY (1967)
 AW3341
 AW3341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AW3341'MARK NOT FOUND.
 AW3341
 AW3341                          STATION RECOVERY (1993)
 AW3341
 AW3341'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0947 ***********************************************************************
 AW0947  DESIGNATION -  C 1151
 AW0947  PID         -  AW0947
 AW0947  STATE/COUNTY-  TX/HARRIS
 AW0947  USGS QUAD   -  HIGHLANDS (1995)
 AW0947
 AW0947                         *CURRENT SURVEY CONTROL
 AW0947  ___________________________________________________________________
 AW0947* NAD 83(1986)-  29 45 59.     (N)    095 01 56.     (W)     SCALED    
 AW0947* NAVD 88     -         7.578  (meters)      24.86   (feet)  ADJUSTED  
 AW0947  ___________________________________________________________________
 AW0947  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW0947  DYNAMIC HT  -           7.568 (meters)      24.83  (feet)  COMP
 AW0947  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 AW0947
 AW0947  VERT ORDER  -  FIRST     CLASS II
 AW0947
 AW0947.The horizontal coordinates were scaled from a topographic map and have
 AW0947.an estimated accuracy of +/- 6 seconds.
 AW0947
 AW0947.The orthometric height was determined by differential leveling
 AW0947.and adjusted by the National Geodetic Survey in June 1991..
 AW0947
 AW0947.The geoid height was determined by GEOID03.
 AW0947
 AW0947.The dynamic height is computed by dividing the NAVD 88
 AW0947.geopotential number by the normal gravity value computed on the
 AW0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0947.degrees latitude (g = 980.6199 gals.).
 AW0947
 AW0947.The modeled gravity was interpolated from observed gravity values.
 AW0947
 AW0947;                    North         East    Units  Estimated Accuracy
 AW0947;SPC TXSC     - 4,220,740.      983,610.      MT  (+/- 180 meters Scaled)
 AW0947
 AW0947                          SUPERSEDED SURVEY CONTROL
 AW0947
 AW0947  NGVD 29 (12/23/87)    7.576  (m)           24.86   (f) ADJUSTED    1 2
 AW0947
 AW0947.Superseded values are not recommended for survey control.
 AW0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0947.See file dsdata.txt to determine how the superseded data were derived.
 AW0947
 AW0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN035946(NAD 83)
 AW0947_MARKER: DB = BENCH MARK DISK
 AW0947_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW0947_SP_SET: BRICK WALL
 AW0947_STAMPING: C 1151 1959
 AW0947_MARK LOGO: CGS   
 AW0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0947+STABILITY: POSITION/ELEVATION WELL
 AW0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0947+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2005
 AW0947
 AW0947  HISTORY     - Date     Condition        Report By
 AW0947  HISTORY     - 1959     MONUMENTED       CGS
 AW0947  HISTORY     - 1973     GOOD             NGS
 AW0947  HISTORY     - 1978     GOOD             NGS
 AW0947  HISTORY     - 1983     GOOD             NGS
 AW0947  HISTORY     - 1986     GOOD             NGS
 AW0947  HISTORY     - 1987     GOOD             USPSQD
 AW0947  HISTORY     - 1987     GOOD             USPSQD
 AW0947  HISTORY     - 1989     GOOD             USPSQD
 AW0947  HISTORY     - 1989     GOOD             USPSQD
 AW0947  HISTORY     - 19940801 GOOD             USPSQD
 AW0947  HISTORY     - 20051228 GOOD             USPSQD
 AW0947
 AW0947                          STATION DESCRIPTION
 AW0947
 AW0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0947'3.65 MI NW FROM BAYTOWN.
 AW0947'ABOUT 0.15 MILE SOUTHWEST ALONG MARKET ST. FROM SUB-STATION A POST
 AW0947'OFFICE AT BAYTOWN, THENCE 3.5 MILES NORTHWEST ALONG BAYWAY DR., SET
 AW0947'VERTICALLY IN THE SOUTHEAST FACE OF WOOSTER BAPTIST CHURCH, 24 FEET
 AW0947'NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 2 1/2 FEET
 AW0947'SOUTHWEST OF THE EAST CORNER OF THE BUILDING, 2 FEET ABOVE THE LEVEL
 AW0947'OF THE GROUND AND ABOUT 99 FEET WEST OF THE CENTER LINE OF BAYWAY
 AW0947'DRIVE.
 AW0947
 AW0947                          STATION RECOVERY (1978)
 AW0947
 AW0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0947'RECOVERED IN GOOD CONDITION.
 AW0947
 AW0947                          STATION RECOVERY (1983)
 AW0947
 AW0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0947'RECOVERED IN GOOD CONDITION.
 AW0947
 AW0947                          STATION RECOVERY (1986)
 AW0947
 AW0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0947'RECOVERED IN GOOD CONDITION.
 AW0947
 AW0947                          STATION RECOVERY (1987)
 AW0947
 AW0947'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWG)
 AW0947'RECOVERED IN GOOD CONDITION.
 AW0947
 AW0947                          STATION RECOVERY (1987)
 AW0947
 AW0947'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0947'RECOVERED IN GOOD CONDITION.
 AW0947
 AW0947                          STATION RECOVERY (1989)
 AW0947
 AW0947'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0947'RECOVERED IN GOOD CONDITION.
 AW0947
 AW0947                          STATION RECOVERY (1989)
 AW0947
 AW0947'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW0947'RECOVERED IN GOOD CONDITION.
 AW0947
 AW0947                          STATION RECOVERY (1994)
 AW0947
 AW0947'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0947'RECOVERED IN GOOD CONDITION.
 AW0947
 AW0947                          STATION RECOVERY (2005)
 AW0947
 AW0947'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AW0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1746 ***********************************************************************
 AW1746  DESIGNATION -  C 1152
 AW1746  PID         -  AW1746
 AW1746  STATE/COUNTY-  TX/HARRIS
 AW1746  USGS QUAD   -  LA PORTE (1982)
 AW1746
 AW1746                         *CURRENT SURVEY CONTROL
 AW1746  ___________________________________________________________________
 AW1746* NAD 83(1986)-  29 42 46.     (N)    095 07 28.     (W)     SCALED    
 AW1746* NAVD 88     -         8.10   (+/-2cm)      26.6    (feet)  VERTCON   
 AW1746  ___________________________________________________________________
 AW1746  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1746
 AW1746  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1746
 AW1746.The horizontal coordinates were scaled from a topographic map and have
 AW1746.an estimated accuracy of +/- 6 seconds.
 AW1746
 AW1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1746.The vertical order pertains to the NGVD 29 superseded value.
 AW1746
 AW1746.The geoid height was determined by GEOID03.
 AW1746
 AW1746;                    North         East    Units  Estimated Accuracy
 AW1746;SPC TXSC     - 4,214,510.      974,900.      MT  (+/- 180 meters Scaled)
 AW1746
 AW1746                          SUPERSEDED SURVEY CONTROL
 AW1746
 AW1746  NGVD 29 (??/??/92)    8.094  (m)           26.56   (f) ADJ UNCH    1 2
 AW1746
 AW1746.Superseded values are not recommended for survey control.
 AW1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1746.See file dsdata.txt to determine how the superseded data were derived.
 AW1746
 AW1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN944888(NAD 83)
 AW1746_MARKER: DB = BENCH MARK DISK
 AW1746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1746_SP_SET: FOUNDATION
 AW1746_STAMPING: C 1152 1959
 AW1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1746
 AW1746  HISTORY     - Date     Condition        Report By
 AW1746  HISTORY     - 1959     MONUMENTED       CGS
 AW1746  HISTORY     - 1973     GOOD             NGS
 AW1746  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1746  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1746  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW1746  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW1746  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1746  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW1746  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1746
 AW1746                          STATION DESCRIPTION
 AW1746
 AW1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1746'0.95 MI N FROM DEER PARK.
 AW1746'ABOUT 0.95 MILE NORTH ALONG CENTER ST. FROM THE CITY HALL AT DEER
 AW1746'PARK, ABOUT 0.1 MILE NORTH OF THE INTERSECTION WITH STATE HIGHWAY 225,
 AW1746'0.1 MILE SOUTH OF THE MAIN GUARD GATE TO THE SHELL CHEMICAL CO., ON
 AW1746'THE PROPERTY OF THE SHELL CHEMICAL CO., 90 FEET WEST OF THE CENTER
 AW1746'LINE OF CENTER ST, 40 FEET WEST OF A CHAIN LINK FENCE, SET IN THE TOP
 AW1746'OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION OF WATER WELL 1, AND
 AW1746'1 FOOT ABOVE THE LEVEL OF THE GROUND.  NOTE-- GO TO THE GUARD GATE AND
 AW1746'ASK MR. GERRY GARVER TO GET THE KEY.
 AW1746
 AW1746                          STATION RECOVERY (1978)
 AW1746
 AW1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1746'NOT RECOVERED.  NOTE=THE MARK DUSTER RESET THIS MARK IN 1976.
 AW1746
 AW1746                          STATION RECOVERY (1988)
 AW1746
 AW1746'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1746'MARK NOT FOUND.
 AW1746
 AW1746                          STATION RECOVERY (1997)
 AW1746
 AW1746'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1746'MARK NOT FOUND.
 AW1746
 AW1746                          STATION RECOVERY (1997)
 AW1746
 AW1746'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1746'MARK NOT FOUND.
 AW1746
 AW1746                          STATION RECOVERY (2001)
 AW1746
 AW1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1746'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1746
 AW1746                          STATION RECOVERY (2004)
 AW1746
 AW1746'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1746'MARK NOT FOUND.
 AW1746
 AW1746                          STATION RECOVERY (2005)
 AW1746
 AW1746'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1731 ***********************************************************************
 AW1731  DESIGNATION -  C 1152 RESET
 AW1731  PID         -  AW1731
 AW1731  STATE/COUNTY-  TX/HARRIS
 AW1731  USGS QUAD   -  LA PORTE (1982)
 AW1731
 AW1731                         *CURRENT SURVEY CONTROL
 AW1731  ___________________________________________________________________
 AW1731* NAD 83(1986)-  29 42 46.     (N)    095 07 24.     (W)     SCALED    
 AW1731* NAVD 88     -         7.26   (+/-2cm)      23.8    (feet)  VERTCON   
 AW1731  ___________________________________________________________________
 AW1731  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1731
 AW1731  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1731
 AW1731.The horizontal coordinates were scaled from a topographic map and have
 AW1731.an estimated accuracy of +/- 6 seconds.
 AW1731
 AW1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1731.The vertical order pertains to the NGVD 29 superseded value.
 AW1731
 AW1731.The geoid height was determined by GEOID03.
 AW1731
 AW1731;                    North         East    Units  Estimated Accuracy
 AW1731;SPC TXSC     - 4,214,510.      975,010.      MT  (+/- 180 meters Scaled)
 AW1731
 AW1731                          SUPERSEDED SURVEY CONTROL
 AW1731
 AW1731  NGVD 29 (??/??/??)    7.259  (m)           23.82   (f) ADJUSTED    1 2
 AW1731
 AW1731.Superseded values are not recommended for survey control.
 AW1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1731.See file dsdata.txt to determine how the superseded data were derived.
 AW1731
 AW1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945888(NAD 83)
 AW1731_MARKER: DB = BENCH MARK DISK
 AW1731_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1731_SP_SET: HEADWALL OF SMALL CULVERT
 AW1731_STAMPING: C 1152 RESET 1976
 AW1731_MARK LOGO: NGS   
 AW1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1731+STABILITY: SURFACE MOTION
 AW1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1731+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 AW1731
 AW1731  HISTORY     - Date     Condition        Report By
 AW1731  HISTORY     - 1976     MONUMENTED       NGS
 AW1731  HISTORY     - 1978     GOOD             NGS
 AW1731  HISTORY     - 1983     GOOD             NGS
 AW1731  HISTORY     - 1986     GOOD             NGS
 AW1731  HISTORY     - 1987     GOOD             USPSQD
 AW1731  HISTORY     - 19940219 GOOD             USPSQD
 AW1731  HISTORY     - 20010331 GOOD             NGS
 AW1731  HISTORY     - 20040505 GOOD             USPSQD
 AW1731  HISTORY     - 20050709 GOOD             USPSQD
 AW1731
 AW1731                          STATION DESCRIPTION
 AW1731
 AW1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1731'0.5 MI NORTH FROM DEER PARK.
 AW1731'ABOUT 0.4 MILE NORTH ALONG CENTER STREET FROM THE POST OFFICE IN
 AW1731'DEER PARK TO THE JUNCTION OF STATE HIGHWAY 225, AND THENCE 0.1 MILE
 AW1731'NORTH ALONG PAVED ROAD TO THE ENTRANCE OF THE SHELL OIL PLANT.  128
 AW1731'FEET EAST OF THE SOUTHEAST CORNER OF SHELL OIL EMPLOYMENT OFFICE,
 AW1731'123 FEET NORTH OF THE CENTERLINE OF THE SOUTH GATE TO THE PARKING
 AW1731'LOT (LOCKED), 9 FEET SOUTH OF THE SOUTH EDGE OF A SMALL PARKING AREA,
 AW1731'AND 5 FEET WEST OF A CHAIN LINK FENCE.
 AW1731
 AW1731                          STATION RECOVERY (1983)
 AW1731
 AW1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1731'RECOVERED IN GOOD CONDITION.
 AW1731
 AW1731                          STATION RECOVERY (1986)
 AW1731
 AW1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1731'RECOVERED IN GOOD CONDITION.
 AW1731
 AW1731                          STATION RECOVERY (1987)
 AW1731
 AW1731'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1731'RECOVERED IN GOOD CONDITION.
 AW1731
 AW1731                          STATION RECOVERY (1994)
 AW1731
 AW1731'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1731'RECOVERED IN GOOD CONDITION.
 AW1731
 AW1731                          STATION RECOVERY (2001)
 AW1731
 AW1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1731'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1731
 AW1731                          STATION RECOVERY (2004)
 AW1731
 AW1731'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1731'RECOVERED IN GOOD CONDITION.
 AW1731
 AW1731                          STATION RECOVERY (2005)
 AW1731
 AW1731'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0654 ***********************************************************************
 CT0654  DESIGNATION -  C 1153
 CT0654  PID         -  CT0654
 CT0654  STATE/COUNTY-  TX/TAYLOR
 CT0654  USGS QUAD   -  BRADSHAW (1967)
 CT0654
 CT0654                         *CURRENT SURVEY CONTROL
 CT0654  ___________________________________________________________________
 CT0654* NAD 83(1986)-  32 06 00.     (N)    099 53 46.     (W)     SCALED    
 CT0654* NAVD 88     -       605.595  (meters)    1986.86   (feet)  ADJUSTED  
 CT0654  ___________________________________________________________________
 CT0654  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CT0654  DYNAMIC HT  -         604.803 (meters)    1984.26  (feet)  COMP
 CT0654  MODELED GRAV-     979,311.9   (mgal)                       NAVD 88
 CT0654
 CT0654  VERT ORDER  -  SECOND    CLASS 0
 CT0654
 CT0654.The horizontal coordinates were scaled from a topographic map and have
 CT0654.an estimated accuracy of +/- 6 seconds.
 CT0654
 CT0654.The orthometric height was determined by differential leveling
 CT0654.and adjusted by the National Geodetic Survey in June 1991..
 CT0654
 CT0654.The geoid height was determined by GEOID03.
 CT0654
 CT0654.The dynamic height is computed by dividing the NAVD 88
 CT0654.geopotential number by the normal gravity value computed on the
 CT0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0654.degrees latitude (g = 980.6199 gals.).
 CT0654
 CT0654.The modeled gravity was interpolated from observed gravity values.
 CT0654
 CT0654;                    North         East    Units  Estimated Accuracy
 CT0654;SPC TXNC     - 2,048,930.      468,220.      MT  (+/- 180 meters Scaled)
 CT0654
 CT0654                          SUPERSEDED SURVEY CONTROL
 CT0654
 CT0654  NGVD 29 (??/??/92)  605.462  (m)         1986.42   (f) ADJ UNCH    2 0
 CT0654
 CT0654.Superseded values are not recommended for survey control.
 CT0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0654.See file dsdata.txt to determine how the superseded data were derived.
 CT0654
 CT0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA154518(NAD 83)
 CT0654_MARKER: DB = BENCH MARK DISK
 CT0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0654_STAMPING: C 1153 1961
 CT0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0654+STABILITY: SURFACE MOTION
 CT0654
 CT0654  HISTORY     - Date     Condition        Report By
 CT0654  HISTORY     - 1961     MONUMENTED       CGS
 CT0654  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 CT0654
 CT0654                          STATION DESCRIPTION
 CT0654
 CT0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0654'0.2 MI NE FROM BRADSHAW.
 CT0654'0.1 MILES SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0654'BRADSHAW TO U.S. HIGHWAY 83, THENCE 0.1 MILES NORTHEAST ALONG U.S.
 CT0654'HIGHWAY 83, 70 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 83,
 CT0654'36 FEET SOUTHEAST OF THE EAST RAIL, 2 FEET SOUTH OF A TELEPHONE POLE,
 CT0654'2 FEET LOWER THAN THE RAILROAD, 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 CT0654'3 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12
 CT0654'INCH ROUND CONCRETE POST 1.6 FEET BELOW THE SURFACE OF THE GROUND,
 CT0654'COVERED WITH BROKEN GLASS AND DIRT.
 CT0654
 CT0654                          STATION RECOVERY (1994)
 CT0654
 CT0654'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1693 ***********************************************************************
 CS1693  DESIGNATION -  C 1154
 CS1693  PID         -  CS1693
 CS1693  STATE/COUNTY-  TX/TARRANT
 CS1693  USGS QUAD   -  FORT WORTH (1981)
 CS1693
 CS1693                         *CURRENT SURVEY CONTROL
 CS1693  ___________________________________________________________________
 CS1693* NAD 83(1986)-  32 40 18.     (N)    097 20 11.     (W)     SCALED    
 CS1693* NAVD 88     -       215.774  (meters)     707.92   (feet)  ADJUSTED  
 CS1693  ___________________________________________________________________
 CS1693  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1693  DYNAMIC HT  -         215.520 (meters)     707.09  (feet)  COMP
 CS1693  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 CS1693
 CS1693  VERT ORDER  -  FIRST     CLASS II
 CS1693
 CS1693.The horizontal coordinates were scaled from a topographic map and have
 CS1693.an estimated accuracy of +/- 6 seconds.
 CS1693
 CS1693.The orthometric height was determined by differential leveling
 CS1693.and adjusted by the National Geodetic Survey in June 1991..
 CS1693
 CS1693.The geoid height was determined by GEOID03.
 CS1693
 CS1693.The dynamic height is computed by dividing the NAVD 88
 CS1693.geopotential number by the normal gravity value computed on the
 CS1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1693.degrees latitude (g = 980.6199 gals.).
 CS1693
 CS1693.The modeled gravity was interpolated from observed gravity values.
 CS1693
 CS1693;                    North         East    Units  Estimated Accuracy
 CS1693;SPC TXNC     - 2,112,050.      709,130.      MT  (+/- 180 meters Scaled)
 CS1693
 CS1693                          SUPERSEDED SURVEY CONTROL
 CS1693
 CS1693  NGVD 29 (??/??/92)  215.772  (m)          707.91   (f) ADJ UNCH    1 2
 CS1693
 CS1693.Superseded values are not recommended for survey control.
 CS1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1693.See file dsdata.txt to determine how the superseded data were derived.
 CS1693
 CS1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB559161(NAD 83)
 CS1693_MARKER: DB = BENCH MARK DISK
 CS1693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1693_SP_SET: FLOOR
 CS1693_STAMPING: C 1154 1966
 CS1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1693
 CS1693  HISTORY     - Date     Condition        Report By
 CS1693  HISTORY     - 1966     MONUMENTED       CGS
 CS1693  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1693
 CS1693                          STATION DESCRIPTION
 CS1693
 CS1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1693'6.05 MI SE FROM FORT WORTH.
 CS1693'ABOUT 4.9 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 CS1693'FROM THE UNION STATION AT FORT WORTH, THENCE 0.15 MILE SOUTHWEST ALONG
 CS1693'A SPUR TRACK INTO THE ARMY DEPOT, THENCE 0.2 MILE SOUTH ALONG A TRAIL
 CS1693'ROAD, THENCE 0.2 MILE WEST ALONG D STREET, THENCE 0.05 MILE SOUTH
 CS1693'ALONG RODGERS ROAD, THENCE 0.35 MILE WEST ALONG E STREET, THENCE 0.2
 CS1693'MILE SOUTH ALONG 9TH STREET TO THE SOUTH ENTRANCE TO BUILDING NUMBER 8
 CS1693'WHICH IS OCCUPIED BY THE WEATHER BUREAU AND IS USED FOR CHECKING
 CS1693'BAROMETERS, SET INSIDE THE BUILDING AND IN THE TOP OF THE SOUTHWEST
 CS1693'END OF THE CONCRETE FLOOR, 7.1 FEET EAST OF THE WEST WALL, 1.4 FEET
 CS1693'WEST OF THE EAST WALL AND 0.8 FOOT NORTH OF THE SOUTH WALL OF THE
 CS1693'BUILDING.
 CS1693
 CS1693                          STATION RECOVERY (1996)
 CS1693
 CS1693'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0212 ***********************************************************************
 CU0212  DESIGNATION -  C 1157
 CU0212  PID         -  CU0212
 CU0212  STATE/COUNTY-  TX/TAYLOR
 CU0212  USGS QUAD   -  MERKEL WEST (1984)
 CU0212
 CU0212                         *CURRENT SURVEY CONTROL
 CU0212  ___________________________________________________________________
 CU0212* NAD 83(1986)-  32 26 29.     (N)    100 01 40.     (W)     SCALED    
 CU0212* NAVD 88     -       579.845  (meters)    1902.37   (feet)  ADJUSTED  
 CU0212  ___________________________________________________________________
 CU0212  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CU0212  DYNAMIC HT  -         579.089 (meters)    1899.89  (feet)  COMP
 CU0212  MODELED GRAV-     979,316.4   (mgal)                       NAVD 88
 CU0212
 CU0212  VERT ORDER  -  SECOND    CLASS 0
 CU0212
 CU0212.The horizontal coordinates were scaled from a topographic map and have
 CU0212.an estimated accuracy of +/- 6 seconds.
 CU0212
 CU0212.The orthometric height was determined by differential leveling
 CU0212.and adjusted by the National Geodetic Survey in June 1991..
 CU0212
 CU0212.The geoid height was determined by GEOID03.
 CU0212
 CU0212.The dynamic height is computed by dividing the NAVD 88
 CU0212.geopotential number by the normal gravity value computed on the
 CU0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0212.degrees latitude (g = 980.6199 gals.).
 CU0212
 CU0212.The modeled gravity was interpolated from observed gravity values.
 CU0212
 CU0212;                    North         East    Units  Estimated Accuracy
 CU0212;SPC TXNC     - 2,086,950.      456,350.      MT  (+/- 180 meters Scaled)
 CU0212
 CU0212                          SUPERSEDED SURVEY CONTROL
 CU0212
 CU0212  NGVD 29 (??/??/92)  579.661  (m)         1901.77   (f) ADJ UNCH    2 0
 CU0212
 CU0212.Superseded values are not recommended for survey control.
 CU0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0212.See file dsdata.txt to determine how the superseded data were derived.
 CU0212
 CU0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA033898(NAD 83)
 CU0212_MARKER: DB = BENCH MARK DISK
 CU0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0212_STAMPING: C 1157 1961
 CU0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0212+STABILITY: SURFACE MOTION
 CU0212
 CU0212  HISTORY     - Date     Condition        Report By
 CU0212  HISTORY     - 1961     MONUMENTED       CGS
 CU0212  HISTORY     - 1982     GOOD             NGS
 CU0212  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0212
 CU0212                          STATION DESCRIPTION
 CU0212
 CU0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0212'2.3 MI S FROM MERKEL.
 CU0212'2.3 MILES ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL, 174 FEET
 CU0212'SOUTH OF THE CENTER OF A Y-INTERSECTION, 45 FEET EAST OF THE CENTER
 CU0212'LINE OF FARM ROAD 126, 42 FEET WEST OF THE CENTER LINE OF AN OILED
 CU0212'ROAD, 10 FEET NORTHWEST OF A TELEPHONE POLE WITH TWO GUYWIRES, 3 FEET
 CU0212'WEST OF A REA CO-OP POWER POLE WITH A TRANSFORMER, LEVEL WITH THE
 CU0212'ROAD, 4 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 CU0212'12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 2
 CU0212'INCHES ABOVE THE GROUND.
 CU0212
 CU0212                          STATION RECOVERY (1982)
 CU0212
 CU0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0212'RECOVERED IN GOOD CONDITION.
 CU0212
 CU0212                          STATION RECOVERY (1994)
 CU0212
 CU0212'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0257 ***********************************************************************
 CU0257  DESIGNATION -  C 1158
 CU0257  PID         -  CU0257
 CU0257  STATE/COUNTY-  TX/TAYLOR
 CU0257  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0257
 CU0257                         *CURRENT SURVEY CONTROL
 CU0257  ___________________________________________________________________
 CU0257* NAD 83(1986)-  32 17 02.     (N)    100 03 14.     (W)     SCALED    
 CU0257* NAVD 88     -       715.873  (meters)    2348.66   (feet)  ADJUSTED  
 CU0257  ___________________________________________________________________
 CU0257  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0257  DYNAMIC HT  -         714.915 (meters)    2345.52  (feet)  COMP
 CU0257  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 CU0257
 CU0257  VERT ORDER  -  SECOND    CLASS 0
 CU0257
 CU0257.The horizontal coordinates were scaled from a topographic map and have
 CU0257.an estimated accuracy of +/- 6 seconds.
 CU0257
 CU0257.The orthometric height was determined by differential leveling
 CU0257.and adjusted by the National Geodetic Survey in June 1991..
 CU0257
 CU0257.The geoid height was determined by GEOID03.
 CU0257
 CU0257.The dynamic height is computed by dividing the NAVD 88
 CU0257.geopotential number by the normal gravity value computed on the
 CU0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0257.degrees latitude (g = 980.6199 gals.).
 CU0257
 CU0257.The modeled gravity was interpolated from observed gravity values.
 CU0257
 CU0257;                    North         East    Units  Estimated Accuracy
 CU0257;SPC TXNC     - 2,069,530.      453,630.      MT  (+/- 180 meters Scaled)
 CU0257
 CU0257                          SUPERSEDED SURVEY CONTROL
 CU0257
 CU0257  NGVD 29 (??/??/92)  715.676  (m)         2348.01   (f) ADJ UNCH    2 0
 CU0257
 CU0257.Superseded values are not recommended for survey control.
 CU0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0257.See file dsdata.txt to determine how the superseded data were derived.
 CU0257
 CU0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA007723(NAD 83)
 CU0257_MARKER: DB = BENCH MARK DISK
 CU0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0257_STAMPING: C 1158 1961
 CU0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0257+STABILITY: SURFACE MOTION
 CU0257
 CU0257  HISTORY     - Date     Condition        Report By
 CU0257  HISTORY     - 1961     MONUMENTED       CGS
 CU0257  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0257
 CU0257                          STATION DESCRIPTION
 CU0257
 CU0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0257'14.2 MI SW FROM VIEW.
 CU0257'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0257'AT VIEW, THENCE 5.3 MILES NORTHWEST ALONG A GRAVEL ROAD, 20 FEET NORTH
 CU0257'OF THE CENTER OF THE ROAD, 6 FEET EAST OF A METAL WITNESS POST WITH
 CU0257'SIGN, 3 FEET BELOW THE LEVEL OF THE ROAD, 1 FOOT SOUTH OF A FENCE, SET
 CU0257'IN TOP OF A CYLINDRICAL CONCRETE POST 3 FEET BELOW GROUND SURFACE,
 CU0257'COVERED WITH BROKEN GLASS AND DIRT.
 CU0257
 CU0257                          STATION RECOVERY (1994)
 CU0257
 CU0257'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0258 ***********************************************************************
 CU0258  DESIGNATION -  C 1158 RESET 1965
 CU0258  PID         -  CU0258
 CU0258  STATE/COUNTY-  TX/TAYLOR
 CU0258  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0258
 CU0258                         *CURRENT SURVEY CONTROL
 CU0258  ___________________________________________________________________
 CU0258* NAD 83(1986)-  32 17 00.     (N)    100 03 13.     (W)     SCALED    
 CU0258* NAVD 88     -       716.60   (+/-2cm)    2351.0    (feet)  VERTCON   
 CU0258  ___________________________________________________________________
 CU0258  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0258
 CU0258  VERT ORDER  -  THIRD (See Below)
 CU0258
 CU0258.The horizontal coordinates were scaled from a topographic map and have
 CU0258.an estimated accuracy of +/- 6 seconds.
 CU0258
 CU0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0258.The vertical order pertains to the NGVD 29 superseded value.
 CU0258
 CU0258.The geoid height was determined by GEOID03.
 CU0258
 CU0258;                    North         East    Units  Estimated Accuracy
 CU0258;SPC TXNC     - 2,069,470.      453,660.      MT  (+/- 180 meters Scaled)
 CU0258
 CU0258                          SUPERSEDED SURVEY CONTROL
 CU0258
 CU0258  NGVD 29 (01/29/03)  716.40   (m)         2350.4    (f) RESET       3  
 CU0258
 CU0258.Superseded values are not recommended for survey control.
 CU0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0258.See file dsdata.txt to determine how the superseded data were derived.
 CU0258
 CU0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA007723(NAD 83)
 CU0258_MARKER: DB = BENCH MARK DISK
 CU0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0258_STAMPING: C 1158 RESET 1965
 CU0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0258+STABILITY: SURFACE MOTION
 CU0258
 CU0258  HISTORY     - Date     Condition        Report By
 CU0258  HISTORY     - 1965     MONUMENTED       CGS
 CU0258
 CU0258                          STATION DESCRIPTION
 CU0258
 CU0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CU0258'14.2 MI SW FROM VIEW.
 CU0258'ABOUT 8.9 MILES SOUTHWEST ALONG U. S. HIGHWAY 277 FROM THE RAILROAD
 CU0258'STATION AT VIEW, THENCE 5.3 MILES NORTHWEST ALONG A GRAVELED ROAD, 52
 CU0258'FEET NORTH OF THE CENTER LINE OF FARM ROAD 2928, 26 FEET NORTH OF
 CU0258'BENCH MARK C 1158 1961 WHICH IS 3 FEET BELOW THE SURFACE OF THE ROAD,
 CU0258'0.1 MILE EAST OF A FARM HOUSE, 2 FEET NORTH OF A METAL WITNESS POST
 CU0258'AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK SET IN A 12 X
 CU0258'12 IN. CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 CU0258'(ELEVATION-2350.381 FT.) NOTE-- BENCH MARK C 1158 1961, TAYLOR COUNTY,
 CU0258'WAS LEFT INTACT.  IT WILL BE UNDER THE ROAD BED WHEN THE ROAD WORK IS
 CU0258'COMPLETED.  IT IS 26 FEET SOUTH OF BENCH MARK C 1158 RESET, 24 FEET
 CU0258'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, 24 FEET NORTH OF THE
 CU0258'CENTER LINE OF ROAD, AND IS ABOUT 3 FEET BELOW THE SURFACE OF THE
 CU0258'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0603 ***********************************************************************
 CT0603  DESIGNATION -  C 1159
 CT0603  PID         -  CT0603
 CT0603  STATE/COUNTY-  TX/CALLAHAN
 CT0603  USGS QUAD   -  OPLIN (1987)
 CT0603
 CT0603                         *CURRENT SURVEY CONTROL
 CT0603  ___________________________________________________________________
 CT0603* NAD 83(1986)-  32 12 45.     (N)    099 32 21.     (W)     SCALED    
 CT0603* NAVD 88     -       587.858  (meters)    1928.66   (feet)  POSTED    
 CT0603  ___________________________________________________________________
 CT0603  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CT0603  DYNAMIC HT  -         587.080 (meters)    1926.11  (feet)  COMP
 CT0603  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 CT0603
 CT0603  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0603
 CT0603.The horizontal coordinates were scaled from a topographic map and have
 CT0603.an estimated accuracy of +/- 6 seconds.
 CT0603
 CT0603.The orthometric height was determined by differential leveling
 CT0603.and adjusted by the National Geodetic Survey in 1992..
 CT0603.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0603.rate of 1.1 thru 2.0 mm/km.
 CT0603
 CT0603.The geoid height was determined by GEOID03.
 CT0603
 CT0603.The dynamic height is computed by dividing the NAVD 88
 CT0603.geopotential number by the normal gravity value computed on the
 CT0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0603.degrees latitude (g = 980.6199 gals.).
 CT0603
 CT0603.The modeled gravity was interpolated from observed gravity values.
 CT0603
 CT0603;                    North         East    Units  Estimated Accuracy
 CT0603;SPC TXNC     - 2,061,010.      502,040.      MT  (+/- 180 meters Scaled)
 CT0603
 CT0603                          SUPERSEDED SURVEY CONTROL
 CT0603
 CT0603  NGVD 29 (??/??/92)  587.702  (m)         1928.15   (f) ADJ UNCH    1 2
 CT0603
 CT0603.Superseded values are not recommended for survey control.
 CT0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0603.See file dsdata.txt to determine how the superseded data were derived.
 CT0603
 CT0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA491641(NAD 83)
 CT0603_MARKER: DB = BENCH MARK DISK
 CT0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0603_STAMPING: C 1159 1961
 CT0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0603+STABILITY: SURFACE MOTION
 CT0603
 CT0603  HISTORY     - Date     Condition        Report By
 CT0603  HISTORY     - 1961     MONUMENTED       CGS
 CT0603
 CT0603                          STATION DESCRIPTION
 CT0603
 CT0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0603'16.0 MI SW FROM CLYDE.
 CT0603'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0603'TO FARM ROAD 604, THENCE 15.8 MILES SOUTHWEST ALONG FARM ROAD 604, 49
 CT0603'FEET WEST OF THE CENTER LINE OF FARM ROAD 604, 7 FEET SOUTH OF A
 CT0603'TELEPHONE POLE, 1 FEET EAST OF A FENCE, 1 FOOT ABOVE THE LEVEL OF THE
 CT0603'ROAD, 5 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 CT0603'12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 3
 CT0603'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2197 ***********************************************************************
 CS2197  DESIGNATION -  C 116
 CS2197  PID         -  CS2197
 CS2197  STATE/COUNTY-  TX/BOSQUE
 CS2197  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS2197
 CS2197                         *CURRENT SURVEY CONTROL
 CS2197  ___________________________________________________________________
 CS2197* NAD 83(1986)-  32 07 36.     (N)    097 44 55.     (W)     SCALED    
 CS2197* NAVD 88     -       312.678  (meters)    1025.84   (feet)  ADJUSTED  
 CS2197  ___________________________________________________________________
 CS2197  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CS2197  DYNAMIC HT  -         312.290 (meters)    1024.57  (feet)  COMP
 CS2197  MODELED GRAV-     979,389.3   (mgal)                       NAVD 88
 CS2197
 CS2197  VERT ORDER  -  SECOND    CLASS 0
 CS2197
 CS2197.The horizontal coordinates were scaled from a topographic map and have
 CS2197.an estimated accuracy of +/- 6 seconds.
 CS2197
 CS2197.The orthometric height was determined by differential leveling
 CS2197.and adjusted by the National Geodetic Survey in June 1991..
 CS2197
 CS2197.The geoid height was determined by GEOID03.
 CS2197
 CS2197.The dynamic height is computed by dividing the NAVD 88
 CS2197.geopotential number by the normal gravity value computed on the
 CS2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2197.degrees latitude (g = 980.6199 gals.).
 CS2197
 CS2197.The modeled gravity was interpolated from observed gravity values.
 CS2197
 CS2197;                    North         East    Units  Estimated Accuracy
 CS2197;SPC TX C     - 3,275,560.      943,900.      MT  (+/- 180 meters Scaled)
 CS2197
 CS2197                          SUPERSEDED SURVEY CONTROL
 CS2197
 CS2197  NGVD 29 (??/??/92)  312.631  (m)         1025.69   (f) ADJ UNCH    2 0
 CS2197
 CS2197.Superseded values are not recommended for survey control.
 CS2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2197.See file dsdata.txt to determine how the superseded data were derived.
 CS2197
 CS2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA180551(NAD 83)
 CS2197_MARKER: DB = BENCH MARK DISK
 CS2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2197_STAMPING: 1025.733 C 116 1933
 CS2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2197+STABILITY: SURFACE MOTION
 CS2197
 CS2197  HISTORY     - Date     Condition        Report By
 CS2197  HISTORY     - 1933     MONUMENTED       CGS
 CS2197  HISTORY     - 19990828 POOR             USPSQD
 CS2197  HISTORY     - 20010318 GOOD             USPSQD
 CS2197
 CS2197                          STATION DESCRIPTION
 CS2197
 CS2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS2197'4.7 MI N FROM WALNUT SPRINGS.
 CS2197'4.7 MILES NORTH ALONG STATE HIGHWAY 144 FROM WALNUT SPRINGS, BOSQUE
 CS2197'COUNTY, 1.3 MILES SOUTH OF THE BOSQUE-SOMERVELL COUNTY LINE, ON THE
 CS2197'TOP OF A HILL, SOUTH OF A GUARD RAIL, 5 FEET SOUTH OF
 CS2197'POWER-TRANSMISSION LINE POLE 6/19, AND IN LINE WITH THE ROW OF POWER
 CS2197'POLES AND SET IN THE TOP OF A CONCRETE POST.
 CS2197
 CS2197                          STATION RECOVERY (1999)
 CS2197
 CS2197'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2197'MARK RECOVERED IN POOR CONDITION.
 CS2197
 CS2197                          STATION RECOVERY (2001)
 CS2197
 CS2197'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0657 ***********************************************************************
 CA0657  DESIGNATION -  C 1160
 CA0657  PID         -  CA0657
 CA0657  STATE/COUNTY-  TX/RUNNELS
 CA0657  USGS QUAD   -  WINTERS (1987)
 CA0657
 CA0657                         *CURRENT SURVEY CONTROL
 CA0657  ___________________________________________________________________
 CA0657* NAD 83(1986)-  31 57 55.     (N)    099 54 52.     (W)     SCALED    
 CA0657* NAVD 88     -       564.623  (meters)    1852.43   (feet)  ADJUSTED  
 CA0657  ___________________________________________________________________
 CA0657  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CA0657  DYNAMIC HT  -         563.885 (meters)    1850.01  (feet)  COMP
 CA0657  MODELED GRAV-     979,315.7   (mgal)                       NAVD 88
 CA0657
 CA0657  VERT ORDER  -  SECOND    CLASS 0
 CA0657
 CA0657.The horizontal coordinates were scaled from a topographic map and have
 CA0657.an estimated accuracy of +/- 6 seconds.
 CA0657
 CA0657.The orthometric height was determined by differential leveling
 CA0657.and adjusted by the National Geodetic Survey in June 1991..
 CA0657
 CA0657.The geoid height was determined by GEOID03.
 CA0657
 CA0657.The dynamic height is computed by dividing the NAVD 88
 CA0657.geopotential number by the normal gravity value computed on the
 CA0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0657.degrees latitude (g = 980.6199 gals.).
 CA0657
 CA0657.The modeled gravity was interpolated from observed gravity values.
 CA0657
 CA0657;                    North         East    Units  Estimated Accuracy
 CA0657;SPC TX C     - 3,254,900.      739,600.      MT  (+/- 180 meters Scaled)
 CA0657
 CA0657                          SUPERSEDED SURVEY CONTROL
 CA0657
 CA0657  NGVD 29 (??/??/92)  564.510  (m)         1852.06   (f) ADJ UNCH    2 0
 CA0657
 CA0657.Superseded values are not recommended for survey control.
 CA0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0657.See file dsdata.txt to determine how the superseded data were derived.
 CA0657
 CA0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA135369(NAD 83)
 CA0657_MARKER: DB = BENCH MARK DISK
 CA0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0657_STAMPING: C 1160 1961
 CA0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0657+STABILITY: SURFACE MOTION
 CA0657
 CA0657  HISTORY     - Date     Condition        Report By
 CA0657  HISTORY     - 1961     MONUMENTED       CGS
 CA0657
 CA0657                          STATION DESCRIPTION
 CA0657
 CA0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CA0657'3.7 MI NE FROM WINTERS.
 CA0657'0.1 MILES EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS TO
 CA0657'U.S. HIGHWAY 83, THENCE 0.8 MILES NORTH ALONG U.S. HIGHWAY 83, THENCE
 CA0657'2.8 MILES ALONG FARM ROAD 1770, 78 FEET SOUTHWEST OF THE CENTER OF A
 CA0657'Y-INTERSECTION, 54 FEET SOUTH OF CENTER LINE OF FARM ROAD 1770, 4.4
 CA0657'FEET WEST OF A POWER POLE, 1.6 FEET BELOW THE LEVEL OF THE ROAD, 2.8
 CA0657'FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH
 CA0657'SQUARE CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 10 INCHES
 CA0657'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0367 ***********************************************************************
 CR0367  DESIGNATION -  C 1161
 CR0367  PID         -  CR0367
 CR0367  STATE/COUNTY-  TX/CHEROKEE
 CR0367  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0367
 CR0367                         *CURRENT SURVEY CONTROL
 CR0367  ___________________________________________________________________
 CR0367* NAD 83(1986)-  32 00 39.     (N)    095 16 48.     (W)     SCALED    
 CR0367* NAVD 88     -       215.690  (meters)     707.64   (feet)  ADJUSTED  
 CR0367  ___________________________________________________________________
 CR0367  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR0367  DYNAMIC HT  -         215.430 (meters)     706.79  (feet)  COMP
 CR0367  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 CR0367
 CR0367  VERT ORDER  -  FIRST     CLASS II
 CR0367
 CR0367.The horizontal coordinates were scaled from a topographic map and have
 CR0367.an estimated accuracy of +/- 6 seconds.
 CR0367
 CR0367.The orthometric height was determined by differential leveling
 CR0367.and adjusted by the National Geodetic Survey in June 1991..
 CR0367
 CR0367.The geoid height was determined by GEOID03.
 CR0367
 CR0367.The dynamic height is computed by dividing the NAVD 88
 CR0367.geopotential number by the normal gravity value computed on the
 CR0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0367.degrees latitude (g = 980.6199 gals.).
 CR0367
 CR0367.The modeled gravity was interpolated from observed gravity values.
 CR0367
 CR0367;                    North         East    Units  Estimated Accuracy
 CR0367;SPC TX C     - 3,270,720.    1,177,300.      MT  (+/- 180 meters Scaled)
 CR0367
 CR0367                          SUPERSEDED SURVEY CONTROL
 CR0367
 CR0367  NGVD 29 (??/??/92)  215.709  (m)          707.71   (f) ADJ UNCH    1 2
 CR0367
 CR0367.Superseded values are not recommended for survey control.
 CR0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0367.See file dsdata.txt to determine how the superseded data were derived.
 CR0367
 CR0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR846439(NAD 83)
 CR0367_MARKER: DB = BENCH MARK DISK
 CR0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0367_STAMPING: C 1161 1959
 CR0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0367+STABILITY: SURFACE MOTION
 CR0367
 CR0367  HISTORY     - Date     Condition        Report By
 CR0367  HISTORY     - 1959     MONUMENTED       CGS
 CR0367  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0367  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0367
 CR0367                          STATION DESCRIPTION
 CR0367
 CR0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0367'3.9 MI N FROM JACKSONVILLE.
 CR0367'ABOUT 0.2 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CR0367'STATION AT JACKSONVILLE, THENCE ABOUT 3.7 MILES NORTH ALONG THE ST.
 CR0367'LOUIS SOUTHWESTERN RAILWAY, 28 1/2 FEET NORTHEAST OF MILEPOST 573, 42
 CR0367'1/2 FEET EAST OF THE EAST RAIL, 61 FEET WEST OF THE CENTER LINE OF U.
 CR0367'S. HIGHWAY 69, 9 FEET NORTH OF AN 8-INCH OAK TREE, 1.5 FEET WEST OF A
 CR0367'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A
 CR0367'CONCRETE POST PROJECTING 10 INCHES.
 CR0367
 CR0367                          STATION RECOVERY (1996)
 CR0367
 CR0367'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0367'MARK NOT FOUND.
 CR0367
 CR0367                          STATION RECOVERY (2004)
 CR0367
 CR0367'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0437 ***********************************************************************
 CR0437  DESIGNATION -  C 1162
 CR0437  PID         -  CR0437
 CR0437  STATE/COUNTY-  TX/SMITH
 CR0437  USGS QUAD   -  TYLER NORTH (1973)
 CR0437
 CR0437                         *CURRENT SURVEY CONTROL
 CR0437  ___________________________________________________________________
 CR0437* NAD 83(1986)-  32 23 55.     (N)    095 19 52.     (W)     SCALED    
 CR0437* NAVD 88     -       133.351  (meters)     437.50   (feet)  ADJUSTED  
 CR0437  ___________________________________________________________________
 CR0437  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0437  DYNAMIC HT  -         133.195 (meters)     436.99  (feet)  COMP
 CR0437  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 CR0437
 CR0437  VERT ORDER  -  FIRST     CLASS II
 CR0437
 CR0437.The horizontal coordinates were scaled from a topographic map and have
 CR0437.an estimated accuracy of +/- 6 seconds.
 CR0437
 CR0437.The orthometric height was determined by differential leveling
 CR0437.and adjusted by the National Geodetic Survey in June 1991..
 CR0437
 CR0437.The geoid height was determined by GEOID03.
 CR0437
 CR0437.The dynamic height is computed by dividing the NAVD 88
 CR0437.geopotential number by the normal gravity value computed on the
 CR0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0437.degrees latitude (g = 980.6199 gals.).
 CR0437
 CR0437.The modeled gravity was interpolated from observed gravity values.
 CR0437
 CR0437;                    North         East    Units  Estimated Accuracy
 CR0437;SPC TXNC     - 2,085,660.      898,070.      MT  (+/- 180 meters Scaled)
 CR0437
 CR0437                          SUPERSEDED SURVEY CONTROL
 CR0437
 CR0437  NGVD 29 (??/??/92)  133.380  (m)          437.60   (f) ADJ UNCH    1 2
 CR0437
 CR0437.Superseded values are not recommended for survey control.
 CR0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0437.See file dsdata.txt to determine how the superseded data were derived.
 CR0437
 CR0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR807870(NAD 83)
 CR0437_MARKER: DB = BENCH MARK DISK
 CR0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0437_STAMPING: C 1162 1959
 CR0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0437+STABILITY: SURFACE MOTION
 CR0437
 CR0437  HISTORY     - Date     Condition        Report By
 CR0437  HISTORY     - 1959     MONUMENTED       CGS
 CR0437
 CR0437                          STATION DESCRIPTION
 CR0437
 CR0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0437'3.8 MI N FROM TYLER.
 CR0437'ABOUT 3.8 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0437'FROM THE STATION AT TYLER, 1 POLE SOUTH OF MILEPOST 23, 176 FEET
 CR0437'SOUTHWEST OF THE SOUTHWEST RAIL, 178 FEET WEST-SOUTHWEST OF THE SOUTH
 CR0437'CORNER OF TRESTLE 22.9, 116 FEET SOUTHWEST OF THE CENTER OF A SMALL
 CR0437'STREAM, IN A WOODED AREA AT THE NORTHEAST EDGE OF A SANDY FIELD, 8
 CR0437'FEET EAST OF A 3-FORKED OAK TREE, 1 FOOT NORTH OF A FENCE, 1.5 FEET
 CR0437'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CR0437'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0821 ***********************************************************************
 CR0821  DESIGNATION -  C 1163
 CR0821  PID         -  CR0821
 CR0821  STATE/COUNTY-  TX/WOOD
 CR0821  USGS QUAD   -  ALBA (1981)
 CR0821
 CR0821                         *CURRENT SURVEY CONTROL
 CR0821  ___________________________________________________________________
 CR0821* NAD 83(1986)-  32 47 08.     (N)    095 37 42.     (W)     SCALED    
 CR0821* NAVD 88     -       135.883  (meters)     445.81   (feet)  ADJUSTED  
 CR0821  ___________________________________________________________________
 CR0821  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR0821  DYNAMIC HT  -         135.730 (meters)     445.31  (feet)  COMP
 CR0821  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 CR0821
 CR0821  VERT ORDER  -  FIRST     CLASS II
 CR0821
 CR0821.The horizontal coordinates were scaled from a topographic map and have
 CR0821.an estimated accuracy of +/- 6 seconds.
 CR0821
 CR0821.The orthometric height was determined by differential leveling
 CR0821.and adjusted by the National Geodetic Survey in June 1991..
 CR0821
 CR0821.The geoid height was determined by GEOID03.
 CR0821
 CR0821.The dynamic height is computed by dividing the NAVD 88
 CR0821.geopotential number by the normal gravity value computed on the
 CR0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0821.degrees latitude (g = 980.6199 gals.).
 CR0821
 CR0821.The modeled gravity was interpolated from observed gravity values.
 CR0821
 CR0821;                    North         East    Units  Estimated Accuracy
 CR0821;SPC TXNC     - 2,127,750.      868,950.      MT  (+/- 180 meters Scaled)
 CR0821
 CR0821                          SUPERSEDED SURVEY CONTROL
 CR0821
 CR0821  NGVD 29 (??/??/92)  135.903  (m)          445.88   (f) ADJ UNCH    1 2
 CR0821
 CR0821.Superseded values are not recommended for survey control.
 CR0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0821.See file dsdata.txt to determine how the superseded data were derived.
 CR0821
 CR0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS538305(NAD 83)
 CR0821_MARKER: DB = BENCH MARK DISK
 CR0821_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CR0821_SP_SET: 17 FT
 CR0821_STAMPING: C 1163 1959
 CR0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0821
 CR0821  HISTORY     - Date     Condition        Report By
 CR0821  HISTORY     - 1959     MONUMENTED       CGS
 CR0821  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0821
 CR0821                          STATION DESCRIPTION
 CR0821
 CR0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0821'0.55 MI SE FROM ALBA.
 CR0821'ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE
 CR0821'AT ALBA, 250 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF FARM ROAD
 CR0821'17, 101 FEET EAST OF THE CENTER LINE OF FARM ROAD 17, 99 1/2 FEET
 CR0821'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 69, 57 1/2 FEET SOUTHEAST
 CR0821'OF A FENCE CORNER, 17 FEET WEST-NORTHWEST OF A LONE 48-INCH OAK TREE,
 CR0821'1 FOOT NORTHWEST OF A FENCE, AND ON THE TOP OF A 5/8-INCH COPPER
 CR0821'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 17 FEET AND IS ENCASED IN A
 CR0821'6-INCH TILE PROJECTING 5 INCHES.
 CR0821
 CR0821                          STATION RECOVERY (1995)
 CR0821
 CR0821'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0087 ***********************************************************************
 DN0087  DESIGNATION -  C 1164
 DN0087  PID         -  DN0087
 DN0087  STATE/COUNTY-  TX/HUNT
 DN0087  USGS QUAD   -  GREENVILLE SE (1962)
 DN0087
 DN0087                         *CURRENT SURVEY CONTROL
 DN0087  ___________________________________________________________________
 DN0087* NAD 83(1986)-  33 04 20.     (N)    096 04 37.     (W)     SCALED    
 DN0087* NAVD 88     -       160.553  (meters)     526.75   (feet)  ADJUSTED  
 DN0087  ___________________________________________________________________
 DN0087  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0087  DYNAMIC HT  -         160.378 (meters)     526.17  (feet)  COMP
 DN0087  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 DN0087
 DN0087  VERT ORDER  -  FIRST     CLASS II
 DN0087
 DN0087.The horizontal coordinates were scaled from a topographic map and have
 DN0087.an estimated accuracy of +/- 6 seconds.
 DN0087
 DN0087.The orthometric height was determined by differential leveling
 DN0087.and adjusted by the National Geodetic Survey in June 1991..
 DN0087
 DN0087.The geoid height was determined by GEOID03.
 DN0087
 DN0087.The dynamic height is computed by dividing the NAVD 88
 DN0087.geopotential number by the normal gravity value computed on the
 DN0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0087.degrees latitude (g = 980.6199 gals.).
 DN0087
 DN0087.The modeled gravity was interpolated from observed gravity values.
 DN0087
 DN0087;                    North         East    Units  Estimated Accuracy
 DN0087;SPC TXNC     - 2,158,470.      826,210.      MT  (+/- 180 meters Scaled)
 DN0087
 DN0087                          SUPERSEDED SURVEY CONTROL
 DN0087
 DN0087  NGVD 29 (??/??/92)  160.542  (m)          526.71   (f) ADJ UNCH    1 2
 DN0087
 DN0087.Superseded values are not recommended for survey control.
 DN0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0087.See file dsdata.txt to determine how the superseded data were derived.
 DN0087
 DN0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB728630(NAD 83)
 DN0087_MARKER: DB = BENCH MARK DISK
 DN0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0087_STAMPING: C 1164 1959
 DN0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0087+STABILITY: SURFACE MOTION
 DN0087
 DN0087  HISTORY     - Date     Condition        Report By
 DN0087  HISTORY     - 1959     MONUMENTED       CGS
 DN0087  HISTORY     - 1975     GOOD             NGS
 DN0087
 DN0087                          STATION DESCRIPTION
 DN0087
 DN0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0087'5.55 MI SE FROM GREENVILLE.
 DN0087'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0087'FROM THE STATION AT GREENVILLE, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG
 DN0087'U. S. HIGHWAY 69 TO A CEMETERY, THENCE ABOUT 3.15 MILES
 DN0087'SOUTH-SOUTHEAST ALONG A PAVED ROAD, AT THE JUNCTION OF THE ROAD
 DN0087'LEADING EAST TO THE TEMCO AIRCRAFT CORPORATION, ABOUT 0.2 MILE WEST OF
 DN0087'A GUARD GATE, ABOUT 0.45 MILE NORTHWEST OF A CONCRETE WATER TANK, 168
 DN0087'FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 113 FEET NORTH OF THE
 DN0087'CENTER LINE OF THE ROAD LEADING EAST, 126 FEET EAST OF THE CENTER LINE
 DN0087'OF THE PAVED ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 DN0087'LEVEL WITH THE ROADS, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 DN0087'INCHES.
 DN0087
 DN0087                          STATION RECOVERY (1975)
 DN0087
 DN0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DN0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1506 ***********************************************************************
 DN1506  DESIGNATION -  C 1164 RESET
 DN1506  PID         -  DN1506
 DN1506  STATE/COUNTY-  TX/HUNT
 DN1506  USGS QUAD   -  GREENVILLE SE (1962)
 DN1506
 DN1506                         *CURRENT SURVEY CONTROL
 DN1506  ___________________________________________________________________
 DN1506* NAD 83(1986)-  33 04 20.     (N)    096 04 37.     (W)     SCALED    
 DN1506* NAVD 88     -       160.67   (meters)     527.1    (feet)  RESET     
 DN1506  ___________________________________________________________________
 DN1506  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN1506
 DN1506  VERT ORDER  -  THIRD
 DN1506
 DN1506.The horizontal coordinates were scaled from a topographic map and have
 DN1506.an estimated accuracy of +/- 6 seconds.
 DN1506
 DN1506.The orthometric height was computed from unverified reset data.
 DN1506
 DN1506.The geoid height was determined by GEOID03.
 DN1506
 DN1506;                    North         East    Units  Estimated Accuracy
 DN1506;SPC TXNC     - 2,158,470.      826,210.      MT  (+/- 180 meters Scaled)
 DN1506
 DN1506                          SUPERSEDED SURVEY CONTROL
 DN1506
 DN1506  NGVD 29 (01/29/03)  160.66   (m)          527.1    (f) RESET       3  
 DN1506
 DN1506.Superseded values are not recommended for survey control.
 DN1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1506.See file dsdata.txt to determine how the superseded data were derived.
 DN1506
 DN1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB728630(NAD 83)
 DN1506_MARKER: DV = VERTICAL CONTROL DISK
 DN1506_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN1506_SP_SET: CULVERT
 DN1506_STAMPING: C 1164 RESET 1976
 DN1506_MARK LOGO: NGS   
 DN1506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1506+STABILITY: SURFACE MOTION
 DN1506
 DN1506  HISTORY     - Date     Condition        Report By
 DN1506  HISTORY     - 1976     MONUMENTED       NGS
 DN1506
 DN1506                          STATION DESCRIPTION
 DN1506
 DN1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 DN1506'FROM THE INTERSECTION OF LOOP 315 AND FARM ROAD 1570, WHICH IS LOCATED
 DN1506'ON THE SOUTHEAST EDGE OF GREENVILLE, GO SOUTHEASTERLY ON FARM ROAD
 DN1506'1570 FOR 2.85 MILES TO MARK AND ENTRANCE TO AIRPORT, IN THE NORTHEAST
 DN1506'CORNER OF A CONCRETE FOUNDATION OF IN-TAKE TO CULVERT, 3 FEET LOWER
 DN1506'IN ELEVATION THAN THE ROAD BED, 283 FEET NORTH OF THE ENTRANCE TO
 DN1506'AIRPORT, 31 FEET WEST OF THE CENTER OF ROAD, AND 26 FEET EAST OF THE
 DN1506'CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0764 ***********************************************************************
 BL0764  DESIGNATION -  C 1166
 BL0764  PID         -  BL0764
 BL0764  STATE/COUNTY-  TX/TRINITY
 BL0764  USGS QUAD   -  TRINITY WEST (1972)
 BL0764
 BL0764                         *CURRENT SURVEY CONTROL
 BL0764  ___________________________________________________________________
 BL0764* NAD 83(1986)-  30 59 11.     (N)    095 22 35.     (W)     SCALED    
 BL0764* NAVD 88     -        60.27   (+/-2cm)     197.7    (feet)  VERTCON   
 BL0764  ___________________________________________________________________
 BL0764  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0764
 BL0764  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0764
 BL0764.The horizontal coordinates were scaled from a topographic map and have
 BL0764.an estimated accuracy of +/- 6 seconds.
 BL0764
 BL0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0764.The vertical order pertains to the NGVD 29 superseded value.
 BL0764
 BL0764.The geoid height was determined by GEOID03.
 BL0764
 BL0764;                    North         East    Units  Estimated Accuracy
 BL0764;SPC TX C     - 3,156,840.    1,173,260.      MT  (+/- 180 meters Scaled)
 BL0764
 BL0764                          SUPERSEDED SURVEY CONTROL
 BL0764
 BL0764  NGVD 29 (??/??/92)   60.268  (m)          197.73   (f) ADJ UNCH    1 2
 BL0764
 BL0764.Superseded values are not recommended for survey control.
 BL0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0764.See file dsdata.txt to determine how the superseded data were derived.
 BL0764
 BL0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ730305(NAD 83)
 BL0764_MARKER: DB = BENCH MARK DISK
 BL0764_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL0764_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BL0764_STAMPING: C 1166 1960
 BL0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0764
 BL0764  HISTORY     - Date     Condition        Report By
 BL0764  HISTORY     - 1960     MONUMENTED       CGS
 BL0764  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0764
 BL0764                          STATION DESCRIPTION
 BL0764
 BL0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BL0764'2.95 MI N FROM TRINITY.
 BL0764'ABOUT 2.95 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0764'STATION AT TRINITY, 5 1/2 FEET WEST OF MILEPOST 62, 41 FEET WEST OF
 BL0764'THE WEST RAIL, 4 RAILS NORTH OF SEMAPHORE NO. 62.1, 5 1/2 FEET EAST OF
 BL0764'A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND ON THE TOP OF A
 BL0764'3 1/2-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
 BL0764
 BL0764                          STATION RECOVERY (1996)
 BL0764
 BL0764'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0073 ***********************************************************************
 DO0073  DESIGNATION -  C 1167
 DO0073  PID         -  DO0073
 DO0073  STATE/COUNTY-  TX/CLAY
 DO0073  USGS QUAD   -  VASHTI (1963)
 DO0073
 DO0073                         *CURRENT SURVEY CONTROL
 DO0073  ___________________________________________________________________
 DO0073* NAD 83(1986)-  33 33 21.     (N)    098 03 11.     (W)     SCALED    
 DO0073* NAVD 88     -       338.139  (meters)    1109.38   (feet)  ADJUSTED  
 DO0073  ___________________________________________________________________
 DO0073  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DO0073  DYNAMIC HT  -         337.762 (meters)    1108.14  (feet)  COMP
 DO0073  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 DO0073
 DO0073  VERT ORDER  -  SECOND    CLASS 0
 DO0073
 DO0073.The horizontal coordinates were scaled from a topographic map and have
 DO0073.an estimated accuracy of +/- 6 seconds.
 DO0073
 DO0073.The orthometric height was determined by differential leveling
 DO0073.and adjusted by the National Geodetic Survey in June 1991..
 DO0073
 DO0073.The geoid height was determined by GEOID03.
 DO0073
 DO0073.The dynamic height is computed by dividing the NAVD 88
 DO0073.geopotential number by the normal gravity value computed on the
 DO0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0073.degrees latitude (g = 980.6199 gals.).
 DO0073
 DO0073.The modeled gravity was interpolated from observed gravity values.
 DO0073
 DO0073;                    North         East    Units  Estimated Accuracy
 DO0073;SPC TXNC     - 2,209,580.      641,500.      MT  (+/- 180 meters Scaled)
 DO0073
 DO0073                          SUPERSEDED SURVEY CONTROL
 DO0073
 DO0073  NGVD 29 (??/??/92)  338.207  (m)         1109.60   (f) ADJ UNCH    2 0
 DO0073
 DO0073.Superseded values are not recommended for survey control.
 DO0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0073.See file dsdata.txt to determine how the superseded data were derived.
 DO0073
 DO0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC879133(NAD 83)
 DO0073_MARKER: DB = BENCH MARK DISK
 DO0073_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DO0073_SP_SET: 6 FT
 DO0073_STAMPING: C 1167 1961
 DO0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0073
 DO0073  HISTORY     - Date     Condition        Report By
 DO0073  HISTORY     - 1961     MONUMENTED       CGS
 DO0073
 DO0073                          STATION DESCRIPTION
 DO0073
 DO0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0073'1.0 MI W FROM VASHTI.
 DO0073'ABOUT 1.0 MILE WEST ALONG FARM ROAD 174 FROM THE METHODIST CHURCH AT
 DO0073'VASHTI, AT THE JUNCTION OF THE ROAD AND A DIRT ROAD LEADING SOUTH, 38
 DO0073'FEET NORTH OF THE CENTER LINE OF THE ROAD, 23 FEET WEST OF THE
 DO0073'EXTENDED CENTER LINE OF THE DIRT ROAD, 1 FOOT SOUTH OF A FENCE, 1.9
 DO0073'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK
 DO0073'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 DO0073'OF 6 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0227 ***********************************************************************
 DO0227  DESIGNATION -  C 1168
 DO0227  PID         -  DO0227
 DO0227  STATE/COUNTY-  TX/JACK
 DO0227  USGS QUAD   -  POSTOAK (1979)
 DO0227
 DO0227                         *CURRENT SURVEY CONTROL
 DO0227  ___________________________________________________________________
 DO0227* NAD 83(1986)-  33 22 52.     (N)    098 12 08.     (W)     SCALED    
 DO0227* NAVD 88     -       288.932  (meters)     947.94   (feet)  ADJUSTED  
 DO0227  ___________________________________________________________________
 DO0227  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DO0227  DYNAMIC HT  -         288.607 (meters)     946.87  (feet)  COMP
 DO0227  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 DO0227
 DO0227  VERT ORDER  -  SECOND    CLASS 0
 DO0227
 DO0227.The horizontal coordinates were scaled from a topographic map and have
 DO0227.an estimated accuracy of +/- 6 seconds.
 DO0227
 DO0227.The orthometric height was determined by differential leveling
 DO0227.and adjusted by the National Geodetic Survey in June 1991..
 DO0227
 DO0227.The geoid height was determined by GEOID03.
 DO0227
 DO0227.The dynamic height is computed by dividing the NAVD 88
 DO0227.geopotential number by the normal gravity value computed on the
 DO0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0227.degrees latitude (g = 980.6199 gals.).
 DO0227
 DO0227.The modeled gravity was interpolated from observed gravity values.
 DO0227
 DO0227;                    North         East    Units  Estimated Accuracy
 DO0227;SPC TXNC     - 2,190,160.      627,710.      MT  (+/- 180 meters Scaled)
 DO0227
 DO0227                          SUPERSEDED SURVEY CONTROL
 DO0227
 DO0227  NGVD 29 (??/??/92)  289.019  (m)          948.22   (f) ADJ UNCH    2 0
 DO0227
 DO0227.Superseded values are not recommended for survey control.
 DO0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0227.See file dsdata.txt to determine how the superseded data were derived.
 DO0227
 DO0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB742938(NAD 83)
 DO0227_MARKER: DB = BENCH MARK DISK
 DO0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0227_SP_SET: CULVERT
 DO0227_STAMPING: C 1168 1961
 DO0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0227
 DO0227  HISTORY     - Date     Condition        Report By
 DO0227  HISTORY     - 1961     MONUMENTED       CGS
 DO0227  HISTORY     - 1984     GOOD             NGS
 DO0227  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0227
 DO0227                          STATION DESCRIPTION
 DO0227
 DO0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0227'12.0 MI N FROM JACKSBORO.
 DO0227'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0227'199 AND 148 FROM THE COURTHOUSE AT JACKSBORO, THENCE 11.3 MILES NORTH
 DO0227'ALONG STATE HIGHWAY 148, 109 FEET WEST OF THE CENTER LINE OF THE
 DO0227'HIGHWAY, SET IN THE TOP OF A SANDSTONE OUTCROP, 204 FEET SOUTHWEST OF
 DO0227'THE SOUTH END OF THE WEST HEAD WALL OF A LARGE CONCRETE CULVERT, 49
 DO0227'FEET WEST OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 DO0227'PROJECTING 16 INCHES.
 DO0227
 DO0227                          STATION RECOVERY (1984)
 DO0227
 DO0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0227'RECOVERED IN GOOD CONDITION.
 DO0227
 DO0227                          STATION RECOVERY (2005)
 DO0227
 DO0227'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0369 ***********************************************************************
 DO0369  DESIGNATION -  C 1169
 DO0369  PID         -  DO0369
 DO0369  STATE/COUNTY-  TX/ARCHER
 DO0369  USGS QUAD   -  ARCHER CITY EAST (1963)
 DO0369
 DO0369                         *CURRENT SURVEY CONTROL
 DO0369  ___________________________________________________________________
 DO0369* NAD 83(1986)-  33 35 00.     (N)    098 34 49.     (W)     SCALED    
 DO0369* NAVD 88     -       315.578  (meters)    1035.36   (feet)  ADJUSTED  
 DO0369  ___________________________________________________________________
 DO0369  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DO0369  DYNAMIC HT  -         315.221 (meters)    1034.19  (feet)  COMP
 DO0369  MODELED GRAV-     979,496.5   (mgal)                       NAVD 88
 DO0369
 DO0369  VERT ORDER  -  SECOND    CLASS 0
 DO0369
 DO0369.The horizontal coordinates were scaled from a topographic map and have
 DO0369.an estimated accuracy of +/- 6 seconds.
 DO0369
 DO0369.The orthometric height was determined by differential leveling
 DO0369.and adjusted by the National Geodetic Survey in June 1991..
 DO0369
 DO0369.The geoid height was determined by GEOID03.
 DO0369
 DO0369.The dynamic height is computed by dividing the NAVD 88
 DO0369.geopotential number by the normal gravity value computed on the
 DO0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0369.degrees latitude (g = 980.6199 gals.).
 DO0369
 DO0369.The modeled gravity was interpolated from observed gravity values.
 DO0369
 DO0369;                    North         East    Units  Estimated Accuracy
 DO0369;SPC TXNC     - 2,212,550.      592,550.      MT  (+/- 180 meters Scaled)
 DO0369
 DO0369                          SUPERSEDED SURVEY CONTROL
 DO0369
 DO0369  NGVD 29 (??/??/92)  315.495  (m)         1035.09   (f) ADJ UNCH    2 0
 DO0369
 DO0369.Superseded values are not recommended for survey control.
 DO0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0369.See file dsdata.txt to determine how the superseded data were derived.
 DO0369
 DO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC389160(NAD 83)
 DO0369_MARKER: DB = BENCH MARK DISK
 DO0369_SETTING: 66 = SET IN ROCK OUTCROP
 DO0369_SP_SET: LEDGE
 DO0369_STAMPING: C 1169 1961
 DO0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0369+STABILITY: POSITION/ELEVATION WELL
 DO0369
 DO0369  HISTORY     - Date     Condition        Report By
 DO0369  HISTORY     - 1961     MONUMENTED       CGS
 DO0369
 DO0369                          STATION DESCRIPTION
 DO0369
 DO0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0369'2.85 MI E FROM ARCHER CITY.
 DO0369'ABOUT 2.85 MILES EAST ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE AT
 DO0369'ARCHER CITY, ABOUT 200 FEET WEST OF THE CREST OF A HILL, 97 FEET SOUTH
 DO0369'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A SANDSTONE
 DO0369'LEDGE, 47 FEET SOUTH OF A FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 DO0369'HIGHWAY, AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0031 ***********************************************************************
 CA0031  DESIGNATION -  C 117 RESET 1940
 CA0031  PID         -  CA0031
 CA0031  STATE/COUNTY-  TX/HAMILTON
 CA0031  USGS QUAD   -  EIDSON LAKE (1979)
 CA0031
 CA0031                         *CURRENT SURVEY CONTROL
 CA0031  ___________________________________________________________________
 CA0031* NAD 83(1986)-  31 51 10.     (N)    098 06 40.     (W)     SCALED    
 CA0031* NAVD 88     -       376.77   (meters)    1236.1    (feet)  RESET     
 CA0031  ___________________________________________________________________
 CA0031  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CA0031
 CA0031  VERT ORDER  -  THIRD
 CA0031
 CA0031.The horizontal coordinates were scaled from a topographic map and have
 CA0031.an estimated accuracy of +/- 6 seconds.
 CA0031
 CA0031.The orthometric height was computed from unverified reset data.
 CA0031
 CA0031.The geoid height was determined by GEOID03.
 CA0031
 CA0031;                    North         East    Units  Estimated Accuracy
 CA0031;SPC TX C     - 3,244,450.      910,300.      MT  (+/- 180 meters Scaled)
 CA0031
 CA0031                          SUPERSEDED SURVEY CONTROL
 CA0031
 CA0031.No superseded survey control is available for this station.
 CA0031
 CA0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA840244(NAD 83)
 CA0031_MARKER: DB = BENCH MARK DISK
 CA0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0031_STAMPING: C 117 RESET 1940
 CA0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0031+STABILITY: SURFACE MOTION
 CA0031
 CA0031  HISTORY     - Date     Condition        Report By
 CA0031  HISTORY     - 1940     MONUMENTED       TXHD
 CA0031
 CA0031                          STATION DESCRIPTION
 CA0031
 CA0031'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1940
 CA0031'10.5 MI S FROM HICO.
 CA0031'10.5 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE POST OFFICE AT HICO,
 CA0031'HAMILTON COUNTY, AT THE JUNCTION OF A ROAD LEADING WEST, 58 FEET WEST
 CA0031'OF THE HIGHWAY, AND AT THE ROAD RIGHT-OF-WAY FENCE AND SET IN THE TOP
 CA0031'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0141 ***********************************************************************
 DO0141  DESIGNATION -  C 1170
 DO0141  PID         -  DO0141
 DO0141  STATE/COUNTY-  TX/JACK
 DO0141  USGS QUAD   -  LYNN CREEK (1981)
 DO0141
 DO0141                         *CURRENT SURVEY CONTROL
 DO0141  ___________________________________________________________________
 DO0141* NAD 83(1986)-  33 18 22.     (N)    098 19 36.     (W)     SCALED    
 DO0141* NAVD 88     -       336.556  (meters)    1104.18   (feet)  ADJUSTED  
 DO0141  ___________________________________________________________________
 DO0141  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DO0141  DYNAMIC HT  -         336.171 (meters)    1102.92  (feet)  COMP
 DO0141  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 DO0141
 DO0141  VERT ORDER  -  SECOND    CLASS 0
 DO0141
 DO0141.The horizontal coordinates were scaled from a topographic map and have
 DO0141.an estimated accuracy of +/- 6 seconds.
 DO0141
 DO0141.The orthometric height was determined by differential leveling
 DO0141.and adjusted by the National Geodetic Survey in June 1991..
 DO0141
 DO0141.The geoid height was determined by GEOID03.
 DO0141
 DO0141.The dynamic height is computed by dividing the NAVD 88
 DO0141.geopotential number by the normal gravity value computed on the
 DO0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0141.degrees latitude (g = 980.6199 gals.).
 DO0141
 DO0141.The modeled gravity was interpolated from observed gravity values.
 DO0141
 DO0141;                    North         East    Units  Estimated Accuracy
 DO0141;SPC TXNC     - 2,181,810.      616,140.      MT  (+/- 180 meters Scaled)
 DO0141
 DO0141                          SUPERSEDED SURVEY CONTROL
 DO0141
 DO0141  NGVD 29 (??/??/92)  336.483  (m)         1103.94   (f) ADJ UNCH    2 0
 DO0141
 DO0141.Superseded values are not recommended for survey control.
 DO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0141.See file dsdata.txt to determine how the superseded data were derived.
 DO0141
 DO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB626854(NAD 83)
 DO0141_MARKER: DB = BENCH MARK DISK
 DO0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0141_STAMPING: C 1170 1961
 DO0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0141+STABILITY: SURFACE MOTION
 DO0141
 DO0141  HISTORY     - Date     Condition        Report By
 DO0141  HISTORY     - 1961     MONUMENTED       CGS
 DO0141  HISTORY     - 20010325 GOOD             USPSQD
 DO0141  HISTORY     - 20050416 GOOD             USPSQD
 DO0141
 DO0141                          STATION DESCRIPTION
 DO0141
 DO0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0141'10.35 MI S FROM ANTELOPE.
 DO0141'ABOUT 1.95 MILES SOUTH ALONG BUSINESS LOOP 187 FROM THE POST OFFICE AT
 DO0141'ANTELOPE, THENCE 8.4 MILES SOUTH ALONG U.S. HIGHWAY 281, ABOUT 100
 DO0141'YARDS SOUTHEAST OF AND ACROSS THE HIGHWAY FROM AN OIL WELL, 233 FEET
 DO0141'NORTHWEST OF A GATE IN A FENCE LINE, 52 FEET SOUTHWEST OF THE CENTER
 DO0141'LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF A FENCE, 1.2 FEET SOUTHEAST
 DO0141'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 DO0141'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DO0141
 DO0141                          STATION RECOVERY (2001)
 DO0141
 DO0141'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0141'RECOVERED IN GOOD CONDITION.
 DO0141
 DO0141                          STATION RECOVERY (2005)
 DO0141
 DO0141'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0141'PROBABLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0348 ***********************************************************************
 CU0348  DESIGNATION -  C 1171
 CU0348  PID         -  CU0348
 CU0348  STATE/COUNTY-  TX/MITCHELL
 CU0348  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0348
 CU0348                         *CURRENT SURVEY CONTROL
 CU0348  ___________________________________________________________________
 CU0348* NAD 83(1986)-  32 20 32.     (N)    100 49 36.     (W)     SCALED    
 CU0348* NAVD 88     -       660.842  (meters)    2168.11   (feet)  ADJUSTED  
 CU0348  ___________________________________________________________________
 CU0348  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CU0348  DYNAMIC HT  -         659.960 (meters)    2165.22  (feet)  COMP
 CU0348  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 CU0348
 CU0348  VERT ORDER  -  SECOND    CLASS 0
 CU0348
 CU0348.The horizontal coordinates were scaled from a topographic map and have
 CU0348.an estimated accuracy of +/- 6 seconds.
 CU0348
 CU0348.The orthometric height was determined by differential leveling
 CU0348.and adjusted by the National Geodetic Survey in June 1991..
 CU0348
 CU0348.The geoid height was determined by GEOID03.
 CU0348
 CU0348.The dynamic height is computed by dividing the NAVD 88
 CU0348.geopotential number by the normal gravity value computed on the
 CU0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0348.degrees latitude (g = 980.6199 gals.).
 CU0348
 CU0348.The modeled gravity was interpolated from observed gravity values.
 CU0348
 CU0348;                    North         East    Units  Estimated Accuracy
 CU0348;SPC TXNC     - 2,077,340.      381,000.      MT  (+/- 180 meters Scaled)
 CU0348
 CU0348                          SUPERSEDED SURVEY CONTROL
 CU0348
 CU0348  NGVD 29 (??/??/92)  660.631  (m)         2167.42   (f) ADJ UNCH    2 0
 CU0348
 CU0348.Superseded values are not recommended for survey control.
 CU0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0348.See file dsdata.txt to determine how the superseded data were derived.
 CU0348
 CU0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA280798(NAD 83)
 CU0348_MARKER: DB = BENCH MARK DISK
 CU0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0348_STAMPING: C 1171 1961
 CU0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0348+STABILITY: SURFACE MOTION
 CU0348
 CU0348  HISTORY     - Date     Condition        Report By
 CU0348  HISTORY     - 1961     MONUMENTED       CGS
 CU0348
 CU0348                          STATION DESCRIPTION
 CU0348
 CU0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0348'4.95 MI SE FROM COLORADO CITY.
 CU0348'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0348'STATION AT COLORADO CITY, THENCE 3.15 MILES SOUTHEAST ALONG STATE
 CU0348'HIGHWAY 208, 0.4 MILE NORTHWEST OF A ROAD INTERSECTION, 49 FEET
 CU0348'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 103 FEET SOUTHWEST AND
 CU0348'ACROSS THE HIGHWAY FROM POWER POLE A 156, 55 FEET SOUTHEAST OF A
 CU0348'TELEPHONE POLE AND IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET
 CU0348'NORTHEAST OF A FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 CU0348'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CU0348'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0385 ***********************************************************************
 CU0385  DESIGNATION -  C 1172
 CU0385  PID         -  CU0385
 CU0385  STATE/COUNTY-  TX/COKE
 CU0385  USGS QUAD   -  SANCO (1987)
 CU0385
 CU0385                         *CURRENT SURVEY CONTROL
 CU0385  ___________________________________________________________________
 CU0385* NAD 83(1986)-  32 02 35.     (N)    100 35 03.     (W)     SCALED    
 CU0385* NAVD 88     -       640.498  (meters)    2101.37   (feet)  ADJUSTED  
 CU0385  ___________________________________________________________________
 CU0385  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CU0385  DYNAMIC HT  -         639.640 (meters)    2098.55  (feet)  COMP
 CU0385  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 CU0385
 CU0385  VERT ORDER  -  SECOND    CLASS 0
 CU0385
 CU0385.The horizontal coordinates were scaled from a topographic map and have
 CU0385.an estimated accuracy of +/- 6 seconds.
 CU0385
 CU0385.The orthometric height was determined by differential leveling
 CU0385.and adjusted by the National Geodetic Survey in June 1991..
 CU0385
 CU0385.The geoid height was determined by GEOID03.
 CU0385
 CU0385.The dynamic height is computed by dividing the NAVD 88
 CU0385.geopotential number by the normal gravity value computed on the
 CU0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0385.degrees latitude (g = 980.6199 gals.).
 CU0385
 CU0385.The modeled gravity was interpolated from observed gravity values.
 CU0385
 CU0385;                    North         East    Units  Estimated Accuracy
 CU0385;SPC TX C     - 3,263,480.      676,310.      MT  (+/- 180 meters Scaled)
 CU0385
 CU0385                          SUPERSEDED SURVEY CONTROL
 CU0385
 CU0385  NGVD 29 (??/??/92)  640.289  (m)         2100.68   (f) ADJ UNCH    2 0
 CU0385
 CU0385.Superseded values are not recommended for survey control.
 CU0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0385.See file dsdata.txt to determine how the superseded data were derived.
 CU0385
 CU0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA504463(NAD 83)
 CU0385_MARKER: DB = BENCH MARK DISK
 CU0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0385_SP_SET: CULVERT
 CU0385_STAMPING: C 1172 1961
 CU0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0385
 CU0385  HISTORY     - Date     Condition        Report By
 CU0385  HISTORY     - 1961     MONUMENTED       CGS
 CU0385
 CU0385                          STATION DESCRIPTION
 CU0385
 CU0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0385'7.35 MI SE FROM SILVER.
 CU0385'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0385'AT SILVER, THENCE 6.75 MILES SOUTHEAST ALONG STATE HIGHWAY 208, 21
 CU0385'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 CU0385'THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF A 4-CHANNEL
 CU0385'CONCRETE CULVERT OVER PANTHER CREEK, AND ABOUT 3 1/2 FEET BELOW THE
 CU0385'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0021 ***********************************************************************
 CU0021  DESIGNATION -  C 1173
 CU0021  PID         -  CU0021
 CU0021  STATE/COUNTY-  TX/FISHER
 CU0021  USGS QUAD   -  LONGWORTH (1969)
 CU0021
 CU0021                         *CURRENT SURVEY CONTROL
 CU0021  ___________________________________________________________________
 CU0021* NAD 83(1986)-  32 39 35.     (N)    100 20 07.     (W)     SCALED    
 CU0021* NAVD 88     -       595.958  (meters)    1955.24   (feet)  ADJUSTED  
 CU0021  ___________________________________________________________________
 CU0021  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CU0021  DYNAMIC HT  -         595.169 (meters)    1952.65  (feet)  COMP
 CU0021  MODELED GRAV-     979,297.5   (mgal)                       NAVD 88
 CU0021
 CU0021  VERT ORDER  -  SECOND    CLASS 0
 CU0021
 CU0021.The horizontal coordinates were scaled from a topographic map and have
 CU0021.an estimated accuracy of +/- 6 seconds.
 CU0021
 CU0021.The orthometric height was determined by differential leveling
 CU0021.and adjusted by the National Geodetic Survey in June 1991..
 CU0021
 CU0021.The geoid height was determined by GEOID03.
 CU0021
 CU0021.The dynamic height is computed by dividing the NAVD 88
 CU0021.geopotential number by the normal gravity value computed on the
 CU0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0021.degrees latitude (g = 980.6199 gals.).
 CU0021
 CU0021.The modeled gravity was interpolated from observed gravity values.
 CU0021
 CU0021;                    North         East    Units  Estimated Accuracy
 CU0021;SPC TXNC     - 2,111,620.      427,860.      MT  (+/- 180 meters Scaled)
 CU0021
 CU0021                          SUPERSEDED SURVEY CONTROL
 CU0021
 CU0021  NGVD 29 (??/??/92)  595.736  (m)         1954.51   (f) ADJ UNCH    2 0
 CU0021
 CU0021.Superseded values are not recommended for survey control.
 CU0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0021.See file dsdata.txt to determine how the superseded data were derived.
 CU0021
 CU0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB747143(NAD 83)
 CU0021_MARKER: DB = BENCH MARK DISK
 CU0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0021_STAMPING: C 1173 1961
 CU0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0021+STABILITY: SURFACE MOTION
 CU0021
 CU0021  HISTORY     - Date     Condition        Report By
 CU0021  HISTORY     - 1961     MONUMENTED       CGS
 CU0021
 CU0021                          STATION DESCRIPTION
 CU0021
 CU0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0021'0.95 MI NE FROM LONGWORTH.
 CU0021'ABOUT 0.95 MILE NORTHEAST ALONG FARM ROAD 57 FROM THE POST OFFICE AT
 CU0021'LONGWORTH, ON THE CREST OF A SMALL HILL, 50 FEET SOUTHEAST OF THE
 CU0021'CENTER LINE OF THE FARM ROAD, 148 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 CU0021'OF THE PANHANDLE AND SANTA FE RAILWAY, 17 FEET SOUTHWEST OF THE CENTER
 CU0021'OF A GATE, 10 FEET NORTHEAST OF A POWER POLE, 2 FEET NORTHWEST OF A
 CU0021'FENCE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 CU0021'THE LEVEL OF THE FARM ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CU0021'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0409 ***********************************************************************
 CU0409  DESIGNATION -  C 1174
 CU0409  PID         -  CU0409
 CU0409  STATE/COUNTY-  TX/FISHER
 CU0409  USGS QUAD   -  TIGE CANYON (1969)
 CU0409
 CU0409                         *CURRENT SURVEY CONTROL
 CU0409  ___________________________________________________________________
 CU0409* NAD 83(1986)-  32 56 58.     (N)    100 30 37.     (W)     SCALED    
 CU0409* NAVD 88     -       598.348  (meters)    1963.08   (feet)  ADJUSTED  
 CU0409  ___________________________________________________________________
 CU0409  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CU0409  DYNAMIC HT  -         597.580 (meters)    1960.56  (feet)  COMP
 CU0409  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 CU0409
 CU0409  VERT ORDER  -  SECOND    CLASS 0
 CU0409
 CU0409.The horizontal coordinates were scaled from a topographic map and have
 CU0409.an estimated accuracy of +/- 6 seconds.
 CU0409
 CU0409.The orthometric height was determined by differential leveling
 CU0409.and adjusted by the National Geodetic Survey in June 1991..
 CU0409
 CU0409.The geoid height was determined by GEOID03.
 CU0409
 CU0409.The dynamic height is computed by dividing the NAVD 88
 CU0409.geopotential number by the normal gravity value computed on the
 CU0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0409.degrees latitude (g = 980.6199 gals.).
 CU0409
 CU0409.The modeled gravity was interpolated from observed gravity values.
 CU0409
 CU0409;                    North         East    Units  Estimated Accuracy
 CU0409;SPC TXNC     - 2,144,050.      412,060.      MT  (+/- 180 meters Scaled)
 CU0409
 CU0409                          SUPERSEDED SURVEY CONTROL
 CU0409
 CU0409  NGVD 29 (??/??/92)  598.101  (m)         1962.27   (f) ADJ UNCH    2 0
 CU0409
 CU0409.Superseded values are not recommended for survey control.
 CU0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0409.See file dsdata.txt to determine how the superseded data were derived.
 CU0409
 CU0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB588466(NAD 83)
 CU0409_MARKER: DB = BENCH MARK DISK
 CU0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0409_STAMPING: C 1174 1961
 CU0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0409+STABILITY: SURFACE MOTION
 CU0409
 CU0409  HISTORY     - Date     Condition        Report By
 CU0409  HISTORY     - 1961     MONUMENTED       CGS
 CU0409
 CU0409                          STATION DESCRIPTION
 CU0409
 CU0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0409'7.85 MI NW FROM ROTAN.
 CU0409'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0409'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 7.75 MILES NORTHWEST
 CU0409'ALONG STATE HIGHWAY 70, 0.35 MILE EAST OF A CURVE IN THE HIGHWAY, 53
 CU0409'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 130 FEET EAST-SOUTHEAST
 CU0409'OF THE EAST END OF A SMALL CONCRETE HEAD WALL OF A CULVERT, 2 FEET
 CU0409'NORTH OF A FENCE, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3
 CU0409'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CU0409'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0195 ***********************************************************************
 DO0195  DESIGNATION -  C 1175
 DO0195  PID         -  DO0195
 DO0195  STATE/COUNTY-  TX/JACK
 DO0195  USGS QUAD   -  PERRIN (1979)
 DO0195
 DO0195                         *CURRENT SURVEY CONTROL
 DO0195  ___________________________________________________________________
 DO0195* NAD 83(1986)-  33 00 40.     (N)    098 03 50.     (W)     SCALED    
 DO0195* NAVD 88     -       325.665  (meters)    1068.45   (feet)  ADJUSTED  
 DO0195  ___________________________________________________________________
 DO0195  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DO0195  DYNAMIC HT  -         325.272 (meters)    1067.16  (feet)  COMP
 DO0195  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 DO0195
 DO0195  VERT ORDER  -  SECOND    CLASS 0
 DO0195
 DO0195.The horizontal coordinates were scaled from a topographic map and have
 DO0195.an estimated accuracy of +/- 6 seconds.
 DO0195
 DO0195.The orthometric height was determined by differential leveling
 DO0195.and adjusted by the National Geodetic Survey in June 1991..
 DO0195
 DO0195.The geoid height was determined by GEOID03.
 DO0195
 DO0195.The dynamic height is computed by dividing the NAVD 88
 DO0195.geopotential number by the normal gravity value computed on the
 DO0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0195.degrees latitude (g = 980.6199 gals.).
 DO0195
 DO0195.The modeled gravity was interpolated from observed gravity values.
 DO0195
 DO0195;                    North         East    Units  Estimated Accuracy
 DO0195;SPC TXNC     - 2,149,170.      640,750.      MT  (+/- 180 meters Scaled)
 DO0195
 DO0195                          SUPERSEDED SURVEY CONTROL
 DO0195
 DO0195  NGVD 29 (??/??/92)  325.569  (m)         1068.14   (f) ADJ UNCH    2 0
 DO0195
 DO0195.Superseded values are not recommended for survey control.
 DO0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0195.See file dsdata.txt to determine how the superseded data were derived.
 DO0195
 DO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB874529(NAD 83)
 DO0195_MARKER: DB = BENCH MARK DISK
 DO0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0195_STAMPING: C 1175 1961
 DO0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0195+STABILITY: SURFACE MOTION
 DO0195
 DO0195  HISTORY     - Date     Condition        Report By
 DO0195  HISTORY     - 1961     MONUMENTED       CGS
 DO0195  HISTORY     - 20010325 GOOD             USPSQD
 DO0195  HISTORY     - 20050312 GOOD             USPSQD
 DO0195
 DO0195                          STATION DESCRIPTION
 DO0195
 DO0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0195'1.7 MI S FROM PERRIN.
 DO0195'ABOUT 1.7 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL BUILDING
 DO0195'AT PERRIN, 0.55 MILE NORTH OF THE JACK-PALO PINTO COUNTY LINE, 50 FEET
 DO0195'EAST OF THE CENTER LINE OF THE HIGHWAY, 133 FEET NORTHWEST OF THE
 DO0195'NORTHWEST CORNER OF A HOUSE, 41 FEET NORTH OF THE CENTER LINE OF A
 DO0195'PRIVATE DRIVEWAY, 3 FEET WEST OF A POWER POLE BEARING A TRANSFORMER, 1
 DO0195'1/2 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 DO0195'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DO0195'PROJECTING 5 INCHES.
 DO0195
 DO0195                          STATION RECOVERY (2001)
 DO0195
 DO0195'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0195'RECOVERED IN GOOD CONDITION.
 DO0195
 DO0195                          STATION RECOVERY (2005)
 DO0195
 DO0195'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0449 ***********************************************************************
 CU0449  DESIGNATION -  C 1176
 CU0449  PID         -  CU0449
 CU0449  STATE/COUNTY-  TX/SCURRY
 CU0449  USGS QUAD   -  HERMLEIGH (1979)
 CU0449
 CU0449                         *CURRENT SURVEY CONTROL
 CU0449  ___________________________________________________________________
 CU0449* NAD 83(1986)-  32 42 15.     (N)    100 50 51.     (W)     SCALED    
 CU0449* NAVD 88     -       724.890  (meters)    2378.24   (feet)  ADJUSTED  
 CU0449  ___________________________________________________________________
 CU0449  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CU0449  DYNAMIC HT  -         723.927 (meters)    2375.08  (feet)  COMP
 CU0449  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 CU0449
 CU0449  VERT ORDER  -  SECOND    CLASS 0
 CU0449
 CU0449.The horizontal coordinates were scaled from a topographic map and have
 CU0449.an estimated accuracy of +/- 6 seconds.
 CU0449
 CU0449.The orthometric height was determined by differential leveling
 CU0449.and adjusted by the National Geodetic Survey in June 1991..
 CU0449
 CU0449.The geoid height was determined by GEOID03.
 CU0449
 CU0449.The dynamic height is computed by dividing the NAVD 88
 CU0449.geopotential number by the normal gravity value computed on the
 CU0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0449.degrees latitude (g = 980.6199 gals.).
 CU0449
 CU0449.The modeled gravity was interpolated from observed gravity values.
 CU0449
 CU0449;                    North         East    Units  Estimated Accuracy
 CU0449;SPC TXNC     - 2,117,510.      379,930.      MT  (+/- 180 meters Scaled)
 CU0449
 CU0449                          SUPERSEDED SURVEY CONTROL
 CU0449
 CU0449  NGVD 29 (??/??/92)  724.604  (m)         2377.30   (f) ADJ UNCH    2 0
 CU0449
 CU0449.Superseded values are not recommended for survey control.
 CU0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0449.See file dsdata.txt to determine how the superseded data were derived.
 CU0449
 CU0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB268200(NAD 83)
 CU0449_MARKER: DB = BENCH MARK DISK
 CU0449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0449_SP_SET: 17 FT.
 CU0449_STAMPING: C 1176 1961
 CU0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0449
 CU0449  HISTORY     - Date     Condition        Report By
 CU0449  HISTORY     - 1961     MONUMENTED       CGS
 CU0449
 CU0449                          STATION DESCRIPTION
 CU0449
 CU0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0449'4.85 MI E FROM SNYDER.
 CU0449'ABOUT 3.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CU0449'FROM THE STATION AT SNYDER, THENCE 1.55 MILES EAST ALONG U. S. HIGHWAY
 CU0449'180, 0.25 MILE EAST OF A COTTON GIN ON A HILL ON THE NORTH SIDE OF THE
 CU0449'HIGHWAY, IN LINE WITH A ROW OF POWER POLES, 61 1/2 FEET NORTH OF THE
 CU0449'CENTER LINE OF THE HIGHWAY, 38 FEET WEST OF THE CENTER LINE OF A
 CU0449'PRIVATE DRIVEWAY, 9 FEET WEST OF A CORNER FENCE POST, 1 1/2 FEET SOUTH
 CU0449'OF A FENCE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CU0449'THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROAD THAT
 CU0449'IS DRIVEN TO A DEPTH OF 17 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 CU0449'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0232 ***********************************************************************
 CB0232  DESIGNATION -  C 1177
 CB0232  PID         -  CB0232
 CB0232  STATE/COUNTY-  TX/COKE
 CB0232  USGS QUAD   -  EDITH (1987)
 CB0232
 CB0232                         *CURRENT SURVEY CONTROL
 CB0232  ___________________________________________________________________
 CB0232* NAD 83(1986)-  31 54 20.     (N)    100 32 37.     (W)     SCALED    
 CB0232* NAVD 88     -       564.835  (meters)    1853.13   (feet)  ADJUSTED  
 CB0232  ___________________________________________________________________
 CB0232  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 CB0232  DYNAMIC HT  -         564.085 (meters)    1850.67  (feet)  COMP
 CB0232  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 CB0232
 CB0232  VERT ORDER  -  SECOND    CLASS 0
 CB0232
 CB0232.The horizontal coordinates were scaled from a topographic map and have
 CB0232.an estimated accuracy of +/- 6 seconds.
 CB0232
 CB0232.The orthometric height was determined by differential leveling
 CB0232.and adjusted by the National Geodetic Survey in June 1991..
 CB0232
 CB0232.The geoid height was determined by GEOID03.
 CB0232
 CB0232.The dynamic height is computed by dividing the NAVD 88
 CB0232.geopotential number by the normal gravity value computed on the
 CB0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0232.degrees latitude (g = 980.6199 gals.).
 CB0232
 CB0232.The modeled gravity was interpolated from observed gravity values.
 CB0232
 CB0232;                    North         East    Units  Estimated Accuracy
 CB0232;SPC TX C     - 3,248,220.      680,110.      MT  (+/- 180 meters Scaled)
 CB0232
 CB0232                          SUPERSEDED SURVEY CONTROL
 CB0232
 CB0232  NGVD 29 (??/??/92)  564.642  (m)         1852.50   (f) ADJ UNCH    2 0
 CB0232
 CB0232.Superseded values are not recommended for survey control.
 CB0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0232.See file dsdata.txt to determine how the superseded data were derived.
 CB0232
 CB0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA540310(NAD 83)
 CB0232_MARKER: DB = BENCH MARK DISK
 CB0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0232_SP_SET: CULVERT
 CB0232_STAMPING: C 1177 1961
 CB0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0232
 CB0232  HISTORY     - Date     Condition        Report By
 CB0232  HISTORY     - 1961     MONUMENTED       CGS
 CB0232
 CB0232                          STATION DESCRIPTION
 CB0232
 CB0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0232'4.05 MI W FROM ROBERT LEE.
 CB0232'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COURTHOUSE AT ROBERT
 CB0232'LEE, THENCE 3.8 MILES WEST ALONG STATE HIGHWAY 158 AND FARM ROAD 387,
 CB0232'0.2 MILE EAST OF A FARMHOUSE ON THE NORTH SIDE OF THE HIGHWAY, 15 FEET
 CB0232'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST
 CB0232'END OF THE NORTH CONCRETE HEAD WALL OF A CONCRETE CULVERT WHICH IS
 CB0232'USED FOR A STOCK UNDERPASS, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0272 ***********************************************************************
 CB0272  DESIGNATION -  C 1178
 CB0272  PID         -  CB0272
 CB0272  STATE/COUNTY-  TX/STERLING
 CB0272  USGS QUAD   -  STERLING CITY (1972)
 CB0272
 CB0272                         *CURRENT SURVEY CONTROL
 CB0272  ___________________________________________________________________
 CB0272* NAD 83(1986)-  31 51 00.     (N)    100 58 24.     (W)     SCALED    
 CB0272* NAVD 88     -       712.277  (meters)    2336.86   (feet)  ADJUSTED  
 CB0272  ___________________________________________________________________
 CB0272  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 CB0272  DYNAMIC HT  -         711.302 (meters)    2333.66  (feet)  COMP
 CB0272  MODELED GRAV-     979,248.4   (mgal)                       NAVD 88
 CB0272
 CB0272  VERT ORDER  -  SECOND    CLASS 0
 CB0272
 CB0272.The horizontal coordinates were scaled from a topographic map and have
 CB0272.an estimated accuracy of +/- 6 seconds.
 CB0272
 CB0272.The orthometric height was determined by differential leveling
 CB0272.and adjusted by the National Geodetic Survey in June 1991..
 CB0272
 CB0272.The geoid height was determined by GEOID03.
 CB0272
 CB0272.The dynamic height is computed by dividing the NAVD 88
 CB0272.geopotential number by the normal gravity value computed on the
 CB0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0272.degrees latitude (g = 980.6199 gals.).
 CB0272
 CB0272.The modeled gravity was interpolated from observed gravity values.
 CB0272
 CB0272;                    North         East    Units  Estimated Accuracy
 CB0272;SPC TX C     - 3,242,220.      639,430.      MT  (+/- 180 meters Scaled)
 CB0272
 CB0272                          SUPERSEDED SURVEY CONTROL
 CB0272
 CB0272  NGVD 29 (??/??/92)  712.055  (m)         2336.13   (f) ADJ UNCH    2 0
 CB0272
 CB0272.Superseded values are not recommended for survey control.
 CB0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0272.See file dsdata.txt to determine how the superseded data were derived.
 CB0272
 CB0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA132255(NAD 83)
 CB0272_MARKER: DB = BENCH MARK DISK
 CB0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0272_STAMPING: C 1178 1961
 CB0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0272+STABILITY: SURFACE MOTION
 CB0272
 CB0272  HISTORY     - Date     Condition        Report By
 CB0272  HISTORY     - 1961     MONUMENTED       CGS
 CB0272  HISTORY     - 1972     GOOD             NGS
 CB0272
 CB0272                          STATION DESCRIPTION
 CB0272
 CB0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0272'1.75 MI NE FROM STERLING CITY.
 CB0272'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0272'AT STERLING CITY, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 158 AND
 CB0272'FARM ROAD 387, ABOUT 0.2 MILE NORTHEAST OF A CURVE IN THE HIGHWAY, 48
 CB0272'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET EAST OF A
 CB0272'FENCE, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CB0272'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CB0272'INCHES.
 CB0272
 CB0272                          STATION RECOVERY (1972)
 CB0272
 CB0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CB0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0421 ***********************************************************************
 CU0421  DESIGNATION -  C 1179
 CU0421  PID         -  CU0421
 CU0421  STATE/COUNTY-  TX/FISHER
 CU0421  USGS QUAD   -  HOBBS (1969)
 CU0421
 CU0421                         *CURRENT SURVEY CONTROL
 CU0421  ___________________________________________________________________
 CU0421* NAD 83(1986)-  32 48 24.     (N)    100 35 58.     (W)     SCALED    
 CU0421* NAVD 88     -       644.364  (meters)    2114.05   (feet)  ADJUSTED  
 CU0421  ___________________________________________________________________
 CU0421  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CU0421  DYNAMIC HT  -         643.520 (meters)    2111.28  (feet)  COMP
 CU0421  MODELED GRAV-     979,309.2   (mgal)                       NAVD 88
 CU0421
 CU0421  VERT ORDER  -  SECOND    CLASS 0
 CU0421
 CU0421.The horizontal coordinates were scaled from a topographic map and have
 CU0421.an estimated accuracy of +/- 6 seconds.
 CU0421
 CU0421.The orthometric height was determined by differential leveling
 CU0421.and adjusted by the National Geodetic Survey in June 1991..
 CU0421
 CU0421.The geoid height was determined by GEOID03.
 CU0421
 CU0421.The dynamic height is computed by dividing the NAVD 88
 CU0421.geopotential number by the normal gravity value computed on the
 CU0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0421.degrees latitude (g = 980.6199 gals.).
 CU0421
 CU0421.The modeled gravity was interpolated from observed gravity values.
 CU0421
 CU0421;                    North         East    Units  Estimated Accuracy
 CU0421;SPC TXNC     - 2,128,380.      403,410.      MT  (+/- 180 meters Scaled)
 CU0421
 CU0421                          SUPERSEDED SURVEY CONTROL
 CU0421
 CU0421  NGVD 29 (??/??/92)  644.105  (m)         2113.20   (f) ADJ UNCH    2 0
 CU0421
 CU0421.Superseded values are not recommended for survey control.
 CU0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0421.See file dsdata.txt to determine how the superseded data were derived.
 CU0421
 CU0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB502309(NAD 83)
 CU0421_MARKER: DB = BENCH MARK DISK
 CU0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0421_STAMPING: C 1179 1961
 CU0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0421+STABILITY: SURFACE MOTION
 CU0421
 CU0421  HISTORY     - Date     Condition        Report By
 CU0421  HISTORY     - 1961     MONUMENTED       CGS
 CU0421
 CU0421                          STATION DESCRIPTION
 CU0421
 CU0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0421'2.05 MI N FROM HOBBS.
 CU0421'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0421'HOBBS, THENCE 1.85 MILES NORTH ALONG FARM ROAD 611, 0.15 MILE SOUTH OF
 CU0421'THE INTERSECTION OF THE FARM ROAD AND A DIRT ROAD, AT THE SOUTH END OF
 CU0421'A CURVE IN THE FARM ROAD, 41 FEET WEST OF THE CENTER LINE OF THE FARM
 CU0421'ROAD, 101 FEET SOUTHWEST OF AND ACROSS THE FARM ROAD FROM A POWER
 CU0421'POLE, 6 INCHES EAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS
 CU0421'POST, AND SET IN THE TOP OF A CONCRETE F.A.P. MARK NUMBER S 1009 (2)
 CU0421'1952 WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0348 ***********************************************************************
 CA0348  DESIGNATION -  C 118
 CA0348  PID         -  CA0348
 CA0348  STATE/COUNTY-  TX/MILLS
 CA0348  USGS QUAD   -  PRIDDY (1979)
 CA0348
 CA0348                         *CURRENT SURVEY CONTROL
 CA0348  ___________________________________________________________________
 CA0348* NAD 83(1986)-  31 38 44.     (N)    098 31 13.     (W)     SCALED    
 CA0348* NAVD 88     -       488.533  (meters)    1602.80   (feet)  ADJUSTED  
 CA0348  ___________________________________________________________________
 CA0348  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CA0348  DYNAMIC HT  -         487.889 (meters)    1600.68  (feet)  COMP
 CA0348  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 CA0348
 CA0348  VERT ORDER  -  SECOND    CLASS 0
 CA0348
 CA0348.The horizontal coordinates were scaled from a topographic map and have
 CA0348.an estimated accuracy of +/- 6 seconds.
 CA0348
 CA0348.The orthometric height was determined by differential leveling
 CA0348.and adjusted by the National Geodetic Survey in June 1991..
 CA0348
 CA0348.The geoid height was determined by GEOID03.
 CA0348
 CA0348.The dynamic height is computed by dividing the NAVD 88
 CA0348.geopotential number by the normal gravity value computed on the
 CA0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0348.degrees latitude (g = 980.6199 gals.).
 CA0348
 CA0348.The modeled gravity was interpolated from observed gravity values.
 CA0348
 CA0348;                    North         East    Units  Estimated Accuracy
 CA0348;SPC TX C     - 3,220,780.      871,960.      MT  (+/- 180 meters Scaled)
 CA0348
 CA0348                          SUPERSEDED SURVEY CONTROL
 CA0348
 CA0348  NGVD 29 (??/??/92)  488.428  (m)         1602.45   (f) ADJ UNCH    2 0
 CA0348
 CA0348.Superseded values are not recommended for survey control.
 CA0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0348.See file dsdata.txt to determine how the superseded data were derived.
 CA0348
 CA0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA454012(NAD 83)
 CA0348_MARKER: DB = BENCH MARK DISK
 CA0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0348_STAMPING: 1602.536 C 118 1933
 CA0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0348+STABILITY: SURFACE MOTION
 CA0348
 CA0348  HISTORY     - Date     Condition        Report By
 CA0348  HISTORY     - 1933     MONUMENTED       CGS
 CA0348  HISTORY     - 1957     GOOD             TXHD
 CA0348
 CA0348                          STATION DESCRIPTION
 CA0348
 CA0348'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 CA0348'1.8 MI S FROM PRIDDY.
 CA0348'1.8 MILES SOUTH ALONG STATE HIGHWAY 16 FROM PRIDDY, MILLS COUNTY, 115
 CA0348'FEET NORTH OF A FENCE ALONG THE SOUTH SIDE OF A ROAD LEADING TO THE
 CA0348'FARMHOUSE OF A. L. NIEMANN.  AND AT THE WEST RIGHT-OF-WAY FENCE OF THE
 CA0348'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0476 ***********************************************************************
 CU0476  DESIGNATION -  C 1180
 CU0476  PID         -  CU0476
 CU0476  STATE/COUNTY-  TX/SCURRY
 CU0476  USGS QUAD   -  DUNN (1979)
 CU0476
 CU0476                         *CURRENT SURVEY CONTROL
 CU0476  ___________________________________________________________________
 CU0476* NAD 83(1986)-  32 36 23.     (N)    100 58 43.     (W)     SCALED    
 CU0476* NAVD 88     -       690.156  (meters)    2264.29   (feet)  ADJUSTED  
 CU0476  ___________________________________________________________________
 CU0476  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0476  DYNAMIC HT  -         689.241 (meters)    2261.28  (feet)  COMP
 CU0476  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 CU0476
 CU0476  VERT ORDER  -  SECOND    CLASS 0
 CU0476
 CU0476.The horizontal coordinates were scaled from a topographic map and have
 CU0476.an estimated accuracy of +/- 6 seconds.
 CU0476
 CU0476.The orthometric height was determined by differential leveling
 CU0476.and adjusted by the National Geodetic Survey in June 1991..
 CU0476
 CU0476.The geoid height was determined by GEOID03.
 CU0476
 CU0476.The dynamic height is computed by dividing the NAVD 88
 CU0476.geopotential number by the normal gravity value computed on the
 CU0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0476.degrees latitude (g = 980.6199 gals.).
 CU0476
 CU0476.The modeled gravity was interpolated from observed gravity values.
 CU0476
 CU0476;                    North         East    Units  Estimated Accuracy
 CU0476;SPC TXNC     - 2,106,950.      367,390.      MT  (+/- 180 meters Scaled)
 CU0476
 CU0476                          SUPERSEDED SURVEY CONTROL
 CU0476
 CU0476  NGVD 29 (??/??/92)  689.890  (m)         2263.41   (f) ADJ UNCH    2 0
 CU0476
 CU0476.Superseded values are not recommended for survey control.
 CU0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0476.See file dsdata.txt to determine how the superseded data were derived.
 CU0476
 CU0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB143093(NAD 83)
 CU0476_MARKER: DB = BENCH MARK DISK
 CU0476_SETTING: 66 = SET IN ROCK OUTCROP
 CU0476_SP_SET: ROCK OUTCROP
 CU0476_STAMPING: C 1180 1961
 CU0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0476+STABILITY: POSITION/ELEVATION WELL
 CU0476
 CU0476  HISTORY     - Date     Condition        Report By
 CU0476  HISTORY     - 1961     MONUMENTED       CGS
 CU0476
 CU0476                          STATION DESCRIPTION
 CU0476
 CU0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0476'2.15 MI NE FROM IRA.
 CU0476'ABOUT 2.15 MILES NORTHEAST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0476'CHURCH AT IRA, 0.25 MILE NORTHEAST OF AN INTERSECTION OF THE HIGHWAY
 CU0476'AND A DIRT ROAD, 0.1 MILE NORTHEAST OF THE CREST OF A HILL, 44 1/2
 CU0476'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 CU0476'FLAT ROCK OUTCROP WHICH PROJECTS 4 FEET ABOVE A DITCH AND 3 FEET ABOVE
 CU0476'THE LEVEL OF THE HIGHWAY, 181 FEET NORTHEAST OF THE EXTENDED CENTER
 CU0476'LINE OF A PRIVATE ROAD, 154 FEET NORTHEAST OF A T-FENCE CORNER POST,
 CU0476'90 FEET NORTHEAST OF A TELEPHONE POLE, AND 7 FEET NORTHWEST OF A
 CU0476'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0455 ***********************************************************************
 CU0455  DESIGNATION -  C 1181
 CU0455  PID         -  CU0455
 CU0455  STATE/COUNTY-  TX/SCURRY
 CU0455  USGS QUAD   -  SNYDER (1979)
 CU0455
 CU0455                         *CURRENT SURVEY CONTROL
 CU0455  ___________________________________________________________________
 CU0455* NAD 83(1986)-  32 43 37.     (N)    100 57 45.     (W)     SCALED    
 CU0455* NAVD 88     -       726.411  (meters)    2383.23   (feet)  ADJUSTED  
 CU0455  ___________________________________________________________________
 CU0455  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CU0455  DYNAMIC HT  -         725.455 (meters)    2380.10  (feet)  COMP
 CU0455  MODELED GRAV-     979,298.3   (mgal)                       NAVD 88
 CU0455
 CU0455  VERT ORDER  -  SECOND    CLASS 0
 CU0455
 CU0455.The horizontal coordinates were scaled from a topographic map and have
 CU0455.an estimated accuracy of +/- 6 seconds.
 CU0455
 CU0455.The orthometric height was determined by differential leveling
 CU0455.and adjusted by the National Geodetic Survey in June 1991..
 CU0455
 CU0455.The geoid height was determined by GEOID03.
 CU0455
 CU0455.The dynamic height is computed by dividing the NAVD 88
 CU0455.geopotential number by the normal gravity value computed on the
 CU0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0455.degrees latitude (g = 980.6199 gals.).
 CU0455
 CU0455.The modeled gravity was interpolated from observed gravity values.
 CU0455
 CU0455;                    North         East    Units  Estimated Accuracy
 CU0455;SPC TXNC     - 2,120,280.      369,210.      MT  (+/- 180 meters Scaled)
 CU0455
 CU0455                          SUPERSEDED SURVEY CONTROL
 CU0455
 CU0455  NGVD 29 (??/??/92)  726.117  (m)         2382.27   (f) ADJ UNCH    2 0
 CU0455
 CU0455.Superseded values are not recommended for survey control.
 CU0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0455.See file dsdata.txt to determine how the superseded data were derived.
 CU0455
 CU0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB160227(NAD 83)
 CU0455_MARKER: DB = BENCH MARK DISK
 CU0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0455_STAMPING: C 1181 1961
 CU0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0455+STABILITY: SURFACE MOTION
 CU0455
 CU0455  HISTORY     - Date     Condition        Report By
 CU0455  HISTORY     - 1961     MONUMENTED       CGS
 CU0455
 CU0455                          STATION DESCRIPTION
 CU0455
 CU0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0455'3.9 MI W FROM SNYDER.
 CU0455'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0455'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0455'2.8 MILES WEST ALONG U. S. HIGHWAY 180, 173 FEET SOUTHEAST OF THE
 CU0455'CENTER OF THE INTERSECTION OF THE HIGHWAY AND FARM ROAD 1611, 151 FEET
 CU0455'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 73 FEET EAST OF THE CENTER
 CU0455'LINE OF THE FARM ROAD, 54 1/2 FEET NORTH-NORTHEAST OF A POWER POLE
 CU0455'WITH A LINE CROSSING OVER THE HIGHWAY, 1 FOOT NORTHWEST OF A FENCE,
 CU0455'1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 CU0455'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CU0455'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2355 ***********************************************************************
 AW2355  DESIGNATION -  C 1182
 AW2355  PID         -  AW2355
 AW2355  STATE/COUNTY-  TX/HARRIS
 AW2355  USGS QUAD   -  ADDICKS (1995)
 AW2355
 AW2355                         *CURRENT SURVEY CONTROL
 AW2355  ___________________________________________________________________
 AW2355* NAD 83(1986)-  29 48 53.     (N)    095 39 42.     (W)     SCALED    
 AW2355* NAVD 88     -        32.053  (meters)     105.16   (feet)  ADJUSTED  
 AW2355  ___________________________________________________________________
 AW2355  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW2355  DYNAMIC HT  -          32.010 (meters)     105.02  (feet)  COMP
 AW2355  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 AW2355
 AW2355  VERT ORDER  -  FIRST     CLASS II
 AW2355
 AW2355.The horizontal coordinates were scaled from a topographic map and have
 AW2355.an estimated accuracy of +/- 6 seconds.
 AW2355
 AW2355.The orthometric height was determined by differential leveling
 AW2355.and adjusted by the National Geodetic Survey in June 1991..
 AW2355
 AW2355.The geoid height was determined by GEOID03.
 AW2355
 AW2355.The dynamic height is computed by dividing the NAVD 88
 AW2355.geopotential number by the normal gravity value computed on the
 AW2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2355.degrees latitude (g = 980.6199 gals.).
 AW2355
 AW2355.The modeled gravity was interpolated from observed gravity values.
 AW2355
 AW2355;                    North         East    Units  Estimated Accuracy
 AW2355;SPC TXSC     - 4,224,200.      922,620.      MT  (+/- 180 meters Scaled)
 AW2355
 AW2355                          SUPERSEDED SURVEY CONTROL
 AW2355
 AW2355  NGVD 29 (12/23/87)   32.046  (m)          105.14   (f) ADJUSTED    1 2
 AW2355
 AW2355.Superseded values are not recommended for survey control.
 AW2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2355.See file dsdata.txt to determine how the superseded data were derived.
 AW2355
 AW2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP427012(NAD 83)
 AW2355_MARKER: DB = BENCH MARK DISK
 AW2355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2355_SP_SET: SHALLOW-SET PIPE
 AW2355_STAMPING: C 1182 1963
 AW2355_MARK LOGO: CGS   
 AW2355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2355
 AW2355  HISTORY     - Date     Condition        Report By
 AW2355  HISTORY     - 1963     MONUMENTED       CGS
 AW2355  HISTORY     - 1973     GOOD             NGS
 AW2355  HISTORY     - 1978     GOOD             NGS
 AW2355  HISTORY     - 1978     GOOD             NGS
 AW2355  HISTORY     - 1986     GOOD             NGS
 AW2355  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2355  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2355  HISTORY     - 19950905 GOOD             USPSQD
 AW2355  HISTORY     - 20040714 MARK NOT FOUND   USPSQD
 AW2355
 AW2355                          STATION DESCRIPTION
 AW2355
 AW2355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2355'2.95 MI NW FROM ADDICKS.
 AW2355'ABOUT 2 MILES NORTH ALONG STATE HWY. 6 FROM THE MISSOURI-KANSAS-TEXAS
 AW2355'RAILROAD OVERPASS OVER STATE HWY. 6, THENCE ABOUT 0.95 MILE WEST ON
 AW2355'GROSCHKE RD., 43.5 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AT A
 AW2355'RIGHT-ANGLE TURN, 1.8 FEET NORTH OF A FENCE LEADING EAST, 1.3 FEET
 AW2355'NORTHEAST OF A CORNER FENCE POST, 20 1/2 FEET SOUTH OF THE EXTENDED
 AW2355'CENTER LINE OF A ROAD LEADING EAST, 1.3 FEET NORTHEAST OF A METAL
 AW2355'WITNESS POST, AND IS A DISK SET IN THE TOP OF A 3-INCH IRON PIPE
 AW2355'PROJECTING 0.3 FOOT.
 AW2355
 AW2355                          STATION RECOVERY (1978)
 AW2355
 AW2355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2355'RECOVERED IN GOOD CONDITION.
 AW2355
 AW2355                          STATION RECOVERY (1978)
 AW2355
 AW2355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2355'RECOVERED IN GOOD CONDITION.
 AW2355
 AW2355                          STATION RECOVERY (1986)
 AW2355
 AW2355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2355'RECOVERED IN GOOD CONDITION.
 AW2355
 AW2355                          STATION RECOVERY (1987)
 AW2355
 AW2355'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW2355'MARK NOT FOUND.
 AW2355
 AW2355                          STATION RECOVERY (1989)
 AW2355
 AW2355'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW2355'MARK NOT FOUND.
 AW2355
 AW2355                          STATION RECOVERY (1995)
 AW2355
 AW2355'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2355'RECOVERED IN GOOD CONDITION.
 AW2355
 AW2355                          STATION RECOVERY (2004)
 AW2355
 AW2355'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0406 ***********************************************************************
 BL0406  DESIGNATION -  C 1183
 BL0406  PID         -  BL0406
 BL0406  STATE/COUNTY-  TX/LIBERTY
 BL0406  USGS QUAD   -  DAISETTA (1984)
 BL0406
 BL0406                         *CURRENT SURVEY CONTROL
 BL0406  ___________________________________________________________________
 BL0406* NAD 83(1986)-  30 02 37.     (N)    094 41 42.     (W)     SCALED    
 BL0406* NAVD 88     -        20.27   (+/-2cm)      66.5    (feet)  VERTCON   
 BL0406  ___________________________________________________________________
 BL0406  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0406  OBS GRAVITY -     979,307.0   (mgal)                       GRAV_OBS
 BL0406
 BL0406  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0406
 BL0406.The horizontal coordinates were scaled from a topographic map and have
 BL0406.an estimated accuracy of +/- 6 seconds.
 BL0406
 BL0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0406.The vertical order pertains to the NGVD 29 superseded value.
 BL0406
 BL0406.The geoid height was determined by GEOID03.
 BL0406.The observed gravity was obtained from relative gravimeter ties
 BL0406.to the IGSN71 gravity network.
 BL0406
 BL0406;                    North         East    Units  Estimated Accuracy
 BL0406;SPC TX C     - 3,055,570.    1,243,560.      MT  (+/- 180 meters Scaled)
 BL0406
 BL0406                          SUPERSEDED SURVEY CONTROL
 BL0406
 BL0406  NGVD 29 (??/??/92)   20.272  (m)           66.51   (f) ADJ UNCH    1 2
 BL0406
 BL0406.Superseded values are not recommended for survey control.
 BL0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0406.See file dsdata.txt to determine how the superseded data were derived.
 BL0406
 BL0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP365248(NAD 83)
 BL0406_MARKER: DB = BENCH MARK DISK
 BL0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0406_STAMPING: C 1183 1963
 BL0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0406+STABILITY: SURFACE MOTION
 BL0406
 BL0406  HISTORY     - Date     Condition        Report By
 BL0406  HISTORY     - 1963     MONUMENTED       CGS
 BL0406  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0406
 BL0406                          STATION DESCRIPTION
 BL0406
 BL0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BL0406'1.4 MI W FROM RAYWOOD.
 BL0406'ABOUT 1.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BL0406'POST OFFICE AT RAYWOOD, 103 1/2 FEET NORTH-NORTHEAST OF THE CENTER OF
 BL0406'A GRAVELED ROAD CROSSING, 96 1/2 FEET NORTH OF THE NORTH RAIL, 51 1/2
 BL0406'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 23 FEET EAST OF A
 BL0406'POWER POLE, 21 FEET EAST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE,
 BL0406'2.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE
 BL0406'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BL0406'INCHES.
 BL0406
 BL0406                          STATION RECOVERY (2004)
 BL0406
 BL0406'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0407 ***********************************************************************
 BL0407  DESIGNATION -  C 1183 RESET
 BL0407  PID         -  BL0407
 BL0407  STATE/COUNTY-  TX/LIBERTY
 BL0407  USGS QUAD   -  DAISETTA (1984)
 BL0407
 BL0407                         *CURRENT SURVEY CONTROL
 BL0407  ___________________________________________________________________
 BL0407* NAD 83(1986)-  30 02 48.     (N)    094 41 42.     (W)     SCALED    
 BL0407* NAVD 88     -        20.043  (meters)      65.76   (feet)  ADJUSTED  
 BL0407  ___________________________________________________________________
 BL0407  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0407  DYNAMIC HT  -          20.016 (meters)      65.67  (feet)  COMP
 BL0407  MODELED GRAV-     979,307.1   (mgal)                       NAVD 88
 BL0407
 BL0407  VERT ORDER  -  FIRST     CLASS I
 BL0407
 BL0407.The horizontal coordinates were scaled from a topographic map and have
 BL0407.an estimated accuracy of +/- 6 seconds.
 BL0407
 BL0407.The orthometric height was determined by differential leveling
 BL0407.and adjusted by the National Geodetic Survey in June 1991..
 BL0407
 BL0407.The geoid height was determined by GEOID03.
 BL0407
 BL0407.The dynamic height is computed by dividing the NAVD 88
 BL0407.geopotential number by the normal gravity value computed on the
 BL0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0407.degrees latitude (g = 980.6199 gals.).
 BL0407
 BL0407.The modeled gravity was interpolated from observed gravity values.
 BL0407
 BL0407;                    North         East    Units  Estimated Accuracy
 BL0407;SPC TX C     - 3,055,900.    1,243,550.      MT  (+/- 180 meters Scaled)
 BL0407
 BL0407                          SUPERSEDED SURVEY CONTROL
 BL0407
 BL0407  NGVD 29 (12/23/87)   20.047  (m)           65.77   (f) ADJUSTED    1 1
 BL0407
 BL0407.Superseded values are not recommended for survey control.
 BL0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0407.See file dsdata.txt to determine how the superseded data were derived.
 BL0407
 BL0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP365251(NAD 83)
 BL0407_MARKER: DB = BENCH MARK DISK
 BL0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0407_SP_SET: CONCRETE POST
 BL0407_STAMPING: C 1183 RESET 1967
 BL0407_MARK LOGO: CGS   
 BL0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0407+STABILITY: SURFACE MOTION
 BL0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0407+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2004
 BL0407
 BL0407  HISTORY     - Date     Condition        Report By
 BL0407  HISTORY     - 1967     MONUMENTED       CGS
 BL0407  HISTORY     - 1972     GOOD             NGS
 BL0407  HISTORY     - 1987     GOOD             NGS
 BL0407  HISTORY     - 19880526 GOOD             USPSQD
 BL0407  HISTORY     - 19960413 GOOD             USPSQD
 BL0407  HISTORY     - 20030522 GOOD             JCLS
 BL0407  HISTORY     - 20041003 GOOD             USPSQD
 BL0407
 BL0407                          STATION DESCRIPTION
 BL0407
 BL0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0407'1.45 MI W FROM RAYWOOD.
 BL0407'ABOUT 1.45 MILES WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE THENCE
 BL0407'ABOUT 87 YARDS NORTH OF THE CENTER OF THE JUNCTION OF FARM ROAD 2830,
 BL0407'108 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE ROAD AND THE
 BL0407'SOUTHERN PACIFIC RAILROAD, 97.4 FEET NORTH OF THE NORTH RAIL, 60.3
 BL0407'FEET EAST OF THE CENTER LINE OF THE ROAD, 10.4 FEET EAST OF A FENCE
 BL0407'CORNER, 1 FOOT SOUTH OF A FENCE LINE, 2.5 FEET WEST OF A METAL WITNESS
 BL0407'POST AND ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 BL0407'OF A CONCRETE POST PROJECTING 0.1 FOOT BELOW THE SURFACE OF THE
 BL0407'GROUND.
 BL0407
 BL0407                          STATION RECOVERY (1987)
 BL0407
 BL0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0407'RECOVERED IN GOOD CONDITION.
 BL0407
 BL0407                          STATION RECOVERY (1988)
 BL0407
 BL0407'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0407'RECOVERED IN GOOD CONDITION.
 BL0407
 BL0407                          STATION RECOVERY (1996)
 BL0407
 BL0407'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0407'RECOVERED IN GOOD CONDITION.
 BL0407
 BL0407                          STATION RECOVERY (2003)
 BL0407
 BL0407'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BL0407'RECOVERED IN GOOD CONDITION.
 BL0407
 BL0407                          STATION RECOVERY (2004)
 BL0407
 BL0407'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2647 ***********************************************************************
 AW2647  DESIGNATION -  C 1184
 AW2647  PID         -  AW2647
 AW2647  STATE/COUNTY-  TX/GALVESTON
 AW2647  USGS QUAD   -  THE JETTIES (1994)
 AW2647
 AW2647                         *CURRENT SURVEY CONTROL
 AW2647  ___________________________________________________________________
 AW2647* NAD 83(1986)-  29 19 55.     (N)    094 43 38.     (W)     SCALED    
 AW2647* NAVD 88     -         0.99   (+/-2cm)       3.2    (feet)  VERTCON   
 AW2647  ___________________________________________________________________
 AW2647  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW2647
 AW2647  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2647
 AW2647.The horizontal coordinates were scaled from a topographic map and have
 AW2647.an estimated accuracy of +/- 6 seconds.
 AW2647
 AW2647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2647.The vertical order pertains to the NGVD 29 superseded value.
 AW2647
 AW2647.The geoid height was determined by GEOID03.
 AW2647
 AW2647;                    North         East    Units  Estimated Accuracy
 AW2647;SPC TXSC     - 4,173,670.    1,014,850.      MT  (+/- 180 meters Scaled)
 AW2647
 AW2647                          SUPERSEDED SURVEY CONTROL
 AW2647
 AW2647  NGVD 29 (??/??/92)    0.993  (m)            3.26   (f) ADJ UNCH    1 2
 AW2647
 AW2647.Superseded values are not recommended for survey control.
 AW2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2647.See file dsdata.txt to determine how the superseded data were derived.
 AW2647
 AW2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN322460(NAD 83)
 AW2647_MARKER: DB = BENCH MARK DISK
 AW2647_SETTING: 80 = SET IN A BOULDER
 AW2647_SP_SET: BOULDER
 AW2647_STAMPING: C 1184 1964
 AW2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2647+STABILITY: SURFACE MOTION
 AW2647
 AW2647  HISTORY     - Date     Condition        Report By
 AW2647  HISTORY     - 1964     MONUMENTED       CGS
 AW2647  HISTORY     - 1971     GOOD             NGS
 AW2647  HISTORY     - 19890604 MARK NOT FOUND   USPSQD
 AW2647  HISTORY     - 1990     GOOD             USPSQD
 AW2647  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW2647  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 AW2647
 AW2647                          STATION DESCRIPTION
 AW2647
 AW2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW2647'5.2 MI NE FROM GALVESTON.
 AW2647'ABOUT 3.7 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW2647'CENTER AT GALVESTON, THENCE 1.5 MILES EAST ALONG THE SOUTH JETTY,
 AW2647'ABOUT 40 FEET NORTHWEST OF THE HIGH WATER LINE, 57 FEET WEST OF THE
 AW2647'WEST END OF A PORTION OF CONCRETE SECTION OF THE JETTY JOINING THE
 AW2647'ASPHALT SECTION OF THE JETTY, 4 1/2 FEET SOUTH OF THE CENTER LINE OF
 AW2647'THE JETTY, SET IN THE TOP OF A LARGE GRANITE BOULDER WHICH EXTENDS
 AW2647'UNDER THE SOUTH SIDE OF THE JETTY, AND ABOUT LEVEL WITH THE JETTY.
 AW2647
 AW2647                          STATION RECOVERY (1971)
 AW2647
 AW2647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2647'RECOVERED IN GOOD CONDITION.
 AW2647
 AW2647                          STATION RECOVERY (1989)
 AW2647
 AW2647'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW2647'MARK NOT FOUND.
 AW2647
 AW2647                          STATION RECOVERY (1990)
 AW2647
 AW2647'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW2647'RECOVERED IN GOOD CONDITION.
 AW2647
 AW2647                          STATION RECOVERY (1999)
 AW2647
 AW2647'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2647'MARK NOT FOUND.
 AW2647
 AW2647                          STATION RECOVERY (2002)
 AW2647
 AW2647'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW2647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3822 ***********************************************************************
 AW3822  DESIGNATION -  C 1185
 AW3822  PID         -  AW3822
 AW3822  STATE/COUNTY-  TX/HARRIS
 AW3822  USGS QUAD   -  PARK PLACE (1995)
 AW3822
 AW3822                         *CURRENT SURVEY CONTROL
 AW3822  ___________________________________________________________________
 AW3822* NAD 83(1986)-  29 44 45.     (N)    095 15 58.     (W)     SCALED    
 AW3822* NAVD 88     -        10.61   (+/-2cm)      34.8    (feet)  VERTCON   
 AW3822  ___________________________________________________________________
 AW3822  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW3822
 AW3822  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3822
 AW3822.The horizontal coordinates were scaled from a topographic map and have
 AW3822.an estimated accuracy of +/- 6 seconds.
 AW3822
 AW3822.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3822.The vertical order pertains to the NGVD 29 superseded value.
 AW3822
 AW3822.The geoid height was determined by GEOID03.
 AW3822
 AW3822;                    North         East    Units  Estimated Accuracy
 AW3822;SPC TXSC     - 4,217,720.      961,080.      MT  (+/- 180 meters Scaled)
 AW3822
 AW3822                          SUPERSEDED SURVEY CONTROL
 AW3822
 AW3822  NGVD 29 (??/??/92)   10.610  (m)           34.81   (f) ADJ UNCH    1 2
 AW3822
 AW3822.Superseded values are not recommended for survey control.
 AW3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3822.See file dsdata.txt to determine how the superseded data were derived.
 AW3822
 AW3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN808927(NAD 83)
 AW3822_MARKER: DB = BENCH MARK DISK
 AW3822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3822_STAMPING: C 1185 1964
 AW3822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3822+STABILITY: SURFACE MOTION
 AW3822
 AW3822  HISTORY     - Date     Condition        Report By
 AW3822  HISTORY     - 1964     MONUMENTED       CGS
 AW3822  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW3822
 AW3822                          STATION DESCRIPTION
 AW3822
 AW3822'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3822'1.5 MI E FROM HOUSTON.
 AW3822'ABOUT 0.25 MILE NORTHWEST ALONG A PAVED ROAD FROM THE NEW PORT
 AW3822'TERMINAL BUILDING ON THE NORTHEAST SIDE OF THE TURNING BASIN AT
 AW3822'HOUSTON, THENCE 0.25 MILE SOUTHEAST ALONG CLINTON DRIVE, THENCE 1.0
 AW3822'MILE EAST ALONG THE PORT TERMINAL RAILROAD, OR 0.1 MILE NORTH ALONG
 AW3822'MAIN STREET FROM THE MC ARTHUR SCHOOL AT GALENA PARK, THENCE 1.85 MILE
 AW3822'WEST ALONG THE PORT TERMINAL RAILROAD, ABOUT 0.15 MILE EAST OF A LARGE
 AW3822'METAL BUILDING, 91 FEET SOUTH OF THE SOUTH RAIL, 106 FEET SOUTHWEST OF
 AW3822'THE CENTER OF THE CROSSING OF MAXINE STREET, 46 FEET WEST OF THE
 AW3822'CENTER LINE OF THE STREET, NEAR A DOUBLE ROW OF POWER POLES, 6 1/2
 AW3822'FEET SOUTHEAST OF A POWER POLE, 5 1/2 FEET NORTHEAST OF A POWER POLE,
 AW3822'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 AW3822'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 AW3822'INCHES.
 AW3822
 AW3822                          STATION RECOVERY (1995)
 AW3822
 AW3822'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0441 ***********************************************************************
 AW0441  DESIGNATION -  C 1186
 AW0441  PID         -  AW0441
 AW0441  STATE/COUNTY-  TX/GALVESTON
 AW0441  USGS QUAD   -  GALVESTON (1994)
 AW0441
 AW0441                         *CURRENT SURVEY CONTROL
 AW0441  ___________________________________________________________________
 AW0441* NAD 83(1986)-  29 17 54.     (N)    094 49 34.     (W)     SCALED    
 AW0441* NAVD 88     -         2.059  (meters)       6.76   (feet)  ADJUSTED  
 AW0441  ___________________________________________________________________
 AW0441  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0441  DYNAMIC HT  -           2.056 (meters)       6.75  (feet)  COMP
 AW0441  MODELED GRAV-     979,262.1   (mgal)                       NAVD 88
 AW0441
 AW0441  VERT ORDER  -  FIRST     CLASS I
 AW0441
 AW0441.The horizontal coordinates were scaled from a topographic map and have
 AW0441.an estimated accuracy of +/- 6 seconds.
 AW0441
 AW0441.The orthometric height was determined by differential leveling
 AW0441.and adjusted by the National Geodetic Survey in June 1991..
 AW0441
 AW0441.The geoid height was determined by GEOID03.
 AW0441
 AW0441.The dynamic height is computed by dividing the NAVD 88
 AW0441.geopotential number by the normal gravity value computed on the
 AW0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0441.degrees latitude (g = 980.6199 gals.).
 AW0441
 AW0441.The modeled gravity was interpolated from observed gravity values.
 AW0441
 AW0441;                    North         East    Units  Estimated Accuracy
 AW0441;SPC TXSC     - 4,169,600.    1,005,380.      MT  (+/- 180 meters Scaled)
 AW0441
 AW0441                          SUPERSEDED SURVEY CONTROL
 AW0441
 AW0441  NGVD 29 (12/23/87)    2.056  (m)            6.75   (f) ADJUSTED    1 1
 AW0441
 AW0441.Superseded values are not recommended for survey control.
 AW0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0441.See file dsdata.txt to determine how the superseded data were derived.
 AW0441
 AW0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN226424(NAD 83)
 AW0441_MARKER: DB = BENCH MARK DISK
 AW0441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0441_SP_SET: BRIDGE PIER
 AW0441_STAMPING: C 1186 1964
 AW0441_MARK LOGO: CGS   
 AW0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0441
 AW0441  HISTORY     - Date     Condition        Report By
 AW0441  HISTORY     - 1964     MONUMENTED       CGS
 AW0441  HISTORY     - 1973     GOOD             NGS
 AW0441  HISTORY     - 1976     GOOD             NGS
 AW0441  HISTORY     - 1976     GOOD             NGS
 AW0441  HISTORY     - 1978     GOOD             NGS
 AW0441  HISTORY     - 1987     GOOD             USPSQD
 AW0441  HISTORY     - 1987     GOOD             NGS
 AW0441  HISTORY     - 1988     GOOD             USPSQD
 AW0441  HISTORY     - 1989     GOOD             USPSQD
 AW0441  HISTORY     - 19940326 GOOD             USPSQD
 AW0441
 AW0441                          STATION DESCRIPTION
 AW0441
 AW0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0441'IN GALVESTON.
 AW0441'AT GALVESTON, AT THE 51ST STREET OVERPASS OVER THE GALVESTON RAILROAD
 AW0441'YARDS SET VERTICALLY IN THE CENTER OF THE SOUTH FACE OF THE CONCRETE
 AW0441'PIER NORTH OF THE MOST NORTHERLY TRACKS, 24.9 FEET NORTH OF THE NORTH
 AW0441'RAIL OF THE MAIN TRACK OF THE GALVESTON, HOUSTON AND HENDERSON
 AW0441'RAILROAD, AND 3.0 FEET ABOVE THE GROUND.
 AW0441
 AW0441                          STATION RECOVERY (1976)
 AW0441
 AW0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0441'RECOVERED IN GOOD CONDITION.
 AW0441
 AW0441                          STATION RECOVERY (1976)
 AW0441
 AW0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0441'RECOVERED IN GOOD CONDITION.
 AW0441
 AW0441                          STATION RECOVERY (1978)
 AW0441
 AW0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0441'RECOVERED IN GOOD CONDITION.
 AW0441
 AW0441                          STATION RECOVERY (1987)
 AW0441
 AW0441'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0441'RECOVERED IN GOOD CONDITION.
 AW0441
 AW0441                          STATION RECOVERY (1987)
 AW0441
 AW0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0441'RECOVERED IN GOOD CONDITION.
 AW0441
 AW0441                          STATION RECOVERY (1988)
 AW0441
 AW0441'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0441'RECOVERED IN GOOD CONDITION.
 AW0441
 AW0441                          STATION RECOVERY (1989)
 AW0441
 AW0441'RECOVERY NOTE BY US POWER SQUADRON 1989 (TC)
 AW0441'RECOVERED IN GOOD CONDITION.
 AW0441
 AW0441                          STATION RECOVERY (1994)
 AW0441
 AW0441'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1598 ***********************************************************************
 AW1598  DESIGNATION -  C 1187
 AW1598  PID         -  AW1598
 AW1598  STATE/COUNTY-  TX/GALVESTON
 AW1598  USGS QUAD   -  BACLIFF (1993)
 AW1598
 AW1598                         *CURRENT SURVEY CONTROL
 AW1598  ___________________________________________________________________
 AW1598* NAD 83(1986)-  29 30 06.     (N)    094 57 09.     (W)     SCALED    
 AW1598* NAVD 88     -         4.20   (+/-2cm)      13.8    (feet)  VERTCON   
 AW1598  ___________________________________________________________________
 AW1598  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW1598
 AW1598  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1598
 AW1598.The horizontal coordinates were scaled from a topographic map and have
 AW1598.an estimated accuracy of +/- 6 seconds.
 AW1598
 AW1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1598.The vertical order pertains to the NGVD 29 superseded value.
 AW1598
 AW1598.The geoid height was determined by GEOID03.
 AW1598
 AW1598;                    North         East    Units  Estimated Accuracy
 AW1598;SPC TXSC     - 4,191,690.      992,330.      MT  (+/- 180 meters Scaled)
 AW1598
 AW1598                          SUPERSEDED SURVEY CONTROL
 AW1598
 AW1598  NGVD 29 (??/??/92)    4.199  (m)           13.78   (f) ADJ UNCH    1 2
 AW1598
 AW1598.Superseded values are not recommended for survey control.
 AW1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1598.See file dsdata.txt to determine how the superseded data were derived.
 AW1598
 AW1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN107651(NAD 83)
 AW1598_MARKER: DB = BENCH MARK DISK
 AW1598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1598_SP_SET: FOUNDATION
 AW1598_STAMPING: C 1187 1964
 AW1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1598
 AW1598  HISTORY     - Date     Condition        Report By
 AW1598  HISTORY     - 1964     MONUMENTED       CGS
 AW1598  HISTORY     - 1973     POOR             NGS
 AW1598  HISTORY     - 1978     GOOD             NGS
 AW1598  HISTORY     - 1987     GOOD             USPSQD
 AW1598  HISTORY     - 1987     GOOD             USPSQD
 AW1598  HISTORY     - 1987     POOR             USPSQD
 AW1598  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1598  HISTORY     - 1988     GOOD             USPSQD
 AW1598  HISTORY     - 1988     GOOD             USPSQD
 AW1598  HISTORY     - 1988     GOOD             USPSQD
 AW1598  HISTORY     - 1988     GOOD             USPSQD
 AW1598  HISTORY     - 1988     GOOD             USPSQD
 AW1598  HISTORY     - 1988     GOOD             USPSQD
 AW1598  HISTORY     - 1988     GOOD             USPSQD
 AW1598  HISTORY     - 1988     GOOD             USPSQD
 AW1598  HISTORY     - 1988     GOOD             USPSQD
 AW1598  HISTORY     - 1988     GOOD             USPSQD
 AW1598  HISTORY     - 1989     GOOD             USPSQD
 AW1598  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1598  HISTORY     - 1990     GOOD             USPSQD
 AW1598  HISTORY     - 1991     GOOD             USPSQD
 AW1598  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 AW1598  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW1598  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AW1598
 AW1598                          STATION DESCRIPTION
 AW1598
 AW1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1598'1.8 MI W FROM SAN LEON.
 AW1598'1.7 MILES WEST ALONG FARM ROAD 517 FROM THE POST OFFICE AT SAN LEON,
 AW1598'THENCE 0.1 MILE SOUTH THROUGH A YARD TO A FIELD, 492.0 FEET SOUTH OF
 AW1598'THE CENTER LINE OF THE ROAD, 353.0 FEET SOUTH OF THE SOUTHWEST CORNER
 AW1598'OF A TAN BRICK HOUSE, SET IN THE TOP AND NEAR THE CENTER OF A CONCRETE
 AW1598'FOUNDATION SUPPORTING AN IRON WIND VANE (BUILT IN THE SHAPE OF A SMALL
 AW1598'AIRPLANE), 6-INCHES WEST OF A 2-INCH PIPE SUPPORTING THE VANE. NOTE--
 AW1598'THE AIRPORT IS NOW A FIELD AND THE FOUNDATION SUPPORTING THE MARK IS
 AW1598'BROKEN.
 AW1598
 AW1598                          STATION RECOVERY (1978)
 AW1598
 AW1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1987)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1987)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1987)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1598'MARK RECOVERED IN POOR CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1988)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1598'MARK NOT FOUND.
 AW1598
 AW1598                          STATION RECOVERY (1988)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1988)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1988)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1988)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1988)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1988)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1988)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1988)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1988)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1988)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1989)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1989)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1598'MARK NOT FOUND.
 AW1598
 AW1598                          STATION RECOVERY (1990)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1991)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1598'RECOVERED IN GOOD CONDITION.
 AW1598
 AW1598                          STATION RECOVERY (1999)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1598'MARK NOT FOUND.
 AW1598
 AW1598                          STATION RECOVERY (2004)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1598'MARK NOT FOUND.
 AW1598
 AW1598                          STATION RECOVERY (2005)
 AW1598
 AW1598'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1598'AIR PORT IS NO LONGER IN USE THE WEATHER VAIN IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1252 ***********************************************************************
 AW1252  DESIGNATION -  C 1188
 AW1252  PID         -  AW1252
 AW1252  STATE/COUNTY-  TX/HARRIS
 AW1252  USGS QUAD   -  PASADENA (1995)
 AW1252
 AW1252                         *CURRENT SURVEY CONTROL
 AW1252  ___________________________________________________________________
 AW1252* NAD 83(1986)-  29 39 51.     (N)    095 13 46.     (W)     SCALED    
 AW1252* NAVD 88     -         8.742  (meters)      28.68   (feet)  ADJUSTED  
 AW1252  ___________________________________________________________________
 AW1252  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1252  DYNAMIC HT  -           8.730 (meters)      28.64  (feet)  COMP
 AW1252  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 AW1252
 AW1252  VERT ORDER  -  FIRST     CLASS II
 AW1252
 AW1252.The horizontal coordinates were scaled from a topographic map and have
 AW1252.an estimated accuracy of +/- 6 seconds.
 AW1252
 AW1252.The orthometric height was determined by differential leveling
 AW1252.and adjusted by the National Geodetic Survey in June 1991..
 AW1252
 AW1252.The geoid height was determined by GEOID03.
 AW1252
 AW1252.The dynamic height is computed by dividing the NAVD 88
 AW1252.geopotential number by the normal gravity value computed on the
 AW1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1252.degrees latitude (g = 980.6199 gals.).
 AW1252
 AW1252.The modeled gravity was interpolated from observed gravity values.
 AW1252
 AW1252;                    North         East    Units  Estimated Accuracy
 AW1252;SPC TXSC     - 4,208,790.      964,920.      MT  (+/- 180 meters Scaled)
 AW1252
 AW1252                          SUPERSEDED SURVEY CONTROL
 AW1252
 AW1252  NGVD 29 (12/23/87)    8.739  (m)           28.67   (f) ADJUSTED    1 2
 AW1252
 AW1252.Superseded values are not recommended for survey control.
 AW1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1252.See file dsdata.txt to determine how the superseded data were derived.
 AW1252
 AW1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN842836(NAD 83)
 AW1252_MARKER: DB = BENCH MARK DISK
 AW1252_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1252_SP_SET: BRIDGE WALKWAY
 AW1252_STAMPING: C 1188 1964
 AW1252_MARK LOGO: CGS   
 AW1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1252
 AW1252  HISTORY     - Date     Condition        Report By
 AW1252  HISTORY     - 1964     MONUMENTED       CGS
 AW1252  HISTORY     - 1973     GOOD             NGS
 AW1252  HISTORY     - 1978     GOOD             DOD
 AW1252  HISTORY     - 1978     GOOD             NGS
 AW1252  HISTORY     - 1987     GOOD             USPSQD
 AW1252  HISTORY     - 1987     GOOD             USPSQD
 AW1252  HISTORY     - 1987     GOOD             USPSQD
 AW1252  HISTORY     - 1987     GOOD             NGS
 AW1252  HISTORY     - 1988     GOOD             USPSQD
 AW1252  HISTORY     - 1988     GOOD             USPSQD
 AW1252  HISTORY     - 1988     GOOD             USPSQD
 AW1252  HISTORY     - 1988     GOOD             USPSQD
 AW1252  HISTORY     - 1988     GOOD             USPSQD
 AW1252  HISTORY     - 1988     GOOD             USPSQD
 AW1252  HISTORY     - 1988     GOOD             USPSQD
 AW1252  HISTORY     - 1989     GOOD             USPSQD
 AW1252  HISTORY     - 1989     GOOD             USPSQD
 AW1252  HISTORY     - 1989     GOOD             USPSQD
 AW1252  HISTORY     - 1989     GOOD             USPSQD
 AW1252  HISTORY     - 1989     GOOD             USPSQD
 AW1252  HISTORY     - 1989     GOOD             USPSQD
 AW1252  HISTORY     - 1989     GOOD             USPSQD
 AW1252  HISTORY     - 1990     GOOD             USPSQD
 AW1252  HISTORY     - 19910202 GOOD             USPSQD
 AW1252  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1252  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1252  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1252  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AW1252
 AW1252                          STATION DESCRIPTION
 AW1252
 AW1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1252'0.35 MI E FROM SOUTH HOUSTON.
 AW1252'ABOUT 0.35 MILE EAST ALONG SPENCER HIGHWAY FROM THE INTERSECTION OF
 AW1252'COLLEGE AVE. AND STATE HIGHWAY 3 AT SOUTH HOUSTON, ABOUT 26 FEET SOUTH
 AW1252'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF
 AW1252'THE SOUTH CONCRETE WALKWAY OF A CONCRETE BRIDGE OVER BERRY BAYOU, 10
 AW1252'INCHES NORTH OF THE SOUTH GUARD RAIL, AND 8 INCHES ABOVE THE LEVEL OF
 AW1252'THE HIGHWAY.
 AW1252
 AW1252                          STATION RECOVERY (1978)
 AW1252
 AW1252'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1978)
 AW1252
 AW1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1987)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1987)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1987)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1987)
 AW1252
 AW1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1988)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1988)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1988)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1988)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1988)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1988)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1988)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1989)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1989)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1989)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1989)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1989)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1989)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1989)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1990)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1991)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1252'RECOVERED IN GOOD CONDITION.
 AW1252
 AW1252                          STATION RECOVERY (1998)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1252'MARK NOT FOUND.
 AW1252
 AW1252                          STATION RECOVERY (2000)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1252'MARK NOT FOUND.
 AW1252
 AW1252                          STATION RECOVERY (2001)
 AW1252
 AW1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1252'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1252
 AW1252                          STATION RECOVERY (2003)
 AW1252
 AW1252'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1560 ***********************************************************************
 AW1560  DESIGNATION -  C 1189
 AW1560  PID         -  AW1560
 AW1560  STATE/COUNTY-  TX/HARRIS
 AW1560  USGS QUAD   -  LA PORTE (1982)
 AW1560
 AW1560                         *CURRENT SURVEY CONTROL
 AW1560  ___________________________________________________________________
 AW1560* NAD 83(1986)-  29 39 09.     (N)    095 01 08.     (W)     SCALED    
 AW1560* NAVD 88     -         4.400  (meters)      14.44   (feet)  ADJUSTED  
 AW1560  ___________________________________________________________________
 AW1560  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1560  DYNAMIC HT  -           4.394 (meters)      14.42  (feet)  COMP
 AW1560  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 AW1560
 AW1560  VERT ORDER  -  FIRST     CLASS II
 AW1560
 AW1560.The horizontal coordinates were scaled from a topographic map and have
 AW1560.an estimated accuracy of +/- 6 seconds.
 AW1560
 AW1560.The orthometric height was determined by differential leveling
 AW1560.and adjusted by the National Geodetic Survey in June 1991..
 AW1560
 AW1560.The geoid height was determined by GEOID03.
 AW1560
 AW1560.The dynamic height is computed by dividing the NAVD 88
 AW1560.geopotential number by the normal gravity value computed on the
 AW1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1560.degrees latitude (g = 980.6199 gals.).
 AW1560
 AW1560.The modeled gravity was interpolated from observed gravity values.
 AW1560
 AW1560;                    North         East    Units  Estimated Accuracy
 AW1560;SPC TXSC     - 4,208,170.      985,330.      MT  (+/- 180 meters Scaled)
 AW1560
 AW1560                          SUPERSEDED SURVEY CONTROL
 AW1560
 AW1560  NGVD 29 (12/23/87)    4.397  (m)           14.43   (f) ADJUSTED    1 2
 AW1560
 AW1560.Superseded values are not recommended for survey control.
 AW1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1560.See file dsdata.txt to determine how the superseded data were derived.
 AW1560
 AW1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN045819(NAD 83)
 AW1560_MARKER: DB = BENCH MARK DISK
 AW1560_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW1560_SP_SET: CONCRETE BASE OF BANK SIGN
 AW1560_STAMPING: C 1189 1964
 AW1560_MARK LOGO: CGS   
 AW1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1560+STABILITY: SURFACE MOTION
 AW1560
 AW1560  HISTORY     - Date     Condition        Report By
 AW1560  HISTORY     - 1964     MONUMENTED       CGS
 AW1560  HISTORY     - 1973     GOOD             NGS
 AW1560  HISTORY     - 1978     GOOD             DOD
 AW1560  HISTORY     - 1978     GOOD             NGS
 AW1560  HISTORY     - 1983     GOOD             NGS
 AW1560  HISTORY     - 1987     GOOD             USPSQD
 AW1560  HISTORY     - 1987     GOOD             USPSQD
 AW1560  HISTORY     - 1987     GOOD             USPSQD
 AW1560  HISTORY     - 1987     GOOD             USPSQD
 AW1560  HISTORY     - 1987     GOOD             USPSQD
 AW1560  HISTORY     - 1987     GOOD             USPSQD
 AW1560  HISTORY     - 1987     GOOD             USPSQD
 AW1560  HISTORY     - 1987     GOOD             USPSQD
 AW1560  HISTORY     - 1987     GOOD             USPSQD
 AW1560  HISTORY     - 1987     GOOD             NGS
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1988     GOOD             USPSQD
 AW1560  HISTORY     - 1989     GOOD             USPSQD
 AW1560  HISTORY     - 1989     GOOD             USPSQD
 AW1560  HISTORY     - 1989     GOOD             USPSQD
 AW1560  HISTORY     - 1989     GOOD             USPSQD
 AW1560  HISTORY     - 1989     GOOD             USPSQD
 AW1560  HISTORY     - 1989     GOOD             USPSQD
 AW1560  HISTORY     - 1990     GOOD             USPSQD
 AW1560  HISTORY     - 19931120 MARK NOT FOUND   USPSQD
 AW1560
 AW1560                          STATION DESCRIPTION
 AW1560
 AW1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1560'0.9 MI S FROM LA PORTE.
 AW1560'ABOUT 0.9 MILE SOUTH ALONG STATE HWY. 146 BUSINESS FROM THE
 AW1560'INTERSECTION OF E. MAIN - BROADWAY AND SAN JACINTO AVE. AT LA PORTE,
 AW1560'0.35 MILE SOUTH OF THE ELEMENTRAY SCHOOL, ABOUT 66 FEET WEST OF THE
 AW1560'CENTER LINE OF STATE HWY. 146 (BROADWAY), 90 FEET SOUTH OF THE CENTER
 AW1560'LINE OF WEST J ST., 35 1/2 FEET EAST OF THE NORTHEAST CORNER OF
 AW1560'BAYSHORE SAVINGS BANK, IN A SMALL GARDEN AROUND 3 LARGE POLES
 AW1560'SUPPORTING THE BANK SIGN, SET IN THE TOP OF THE SOUTH SIDE OF THE
 AW1560'CONCRETE FOOTING OF THE MOST SOUTHERLY POLE OF THE SIGN, AND ABOUT 6
 AW1560'INCHES ABOVE THE LEVEL OF THE GROUND.
 AW1560
 AW1560                          STATION RECOVERY (1978)
 AW1560
 AW1560'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1978)
 AW1560
 AW1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1983)
 AW1560
 AW1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1987)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1987)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1987)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1987)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1987)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1987)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1987)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1987)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1987)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1987)
 AW1560
 AW1560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1988)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1989)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1989)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1989)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1989)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1989)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1989)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1990)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1560'RECOVERED IN GOOD CONDITION.
 AW1560
 AW1560                          STATION RECOVERY (1993)
 AW1560
 AW1560'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0026 ***********************************************************************
 BN0026  DESIGNATION -  C 119
 BN0026  PID         -  BN0026
 BN0026  STATE/COUNTY-  TX/BURNET
 BN0026  USGS QUAD   -  MORMON MILL (1986)
 BN0026
 BN0026                         *CURRENT SURVEY CONTROL
 BN0026  ___________________________________________________________________
 BN0026* NAD 83(1986)-  30 42 21.     (N)    098 14 30.     (W)     SCALED    
 BN0026* NAVD 88     -       362.797  (meters)    1190.28   (feet)  ADJUSTED  
 BN0026  ___________________________________________________________________
 BN0026  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 BN0026  DYNAMIC HT  -         362.309 (meters)    1188.68  (feet)  COMP
 BN0026  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 BN0026
 BN0026  VERT ORDER  -  SECOND    CLASS 0
 BN0026
 BN0026.The horizontal coordinates were scaled from a topographic map and have
 BN0026.an estimated accuracy of +/- 6 seconds.
 BN0026
 BN0026.The orthometric height was determined by differential leveling
 BN0026.and adjusted by the National Geodetic Survey in June 1991..
 BN0026
 BN0026.The geoid height was determined by GEOID03.
 BN0026
 BN0026.The dynamic height is computed by dividing the NAVD 88
 BN0026.geopotential number by the normal gravity value computed on the
 BN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0026.degrees latitude (g = 980.6199 gals.).
 BN0026
 BN0026.The modeled gravity was interpolated from observed gravity values.
 BN0026
 BN0026;                    North         East    Units  Estimated Accuracy
 BN0026;SPC TX C     - 3,117,080.      900,340.      MT  (+/- 180 meters Scaled)
 BN0026
 BN0026                          SUPERSEDED SURVEY CONTROL
 BN0026
 BN0026  NGVD 29 (??/??/92)  362.718  (m)         1190.02   (f) ADJ UNCH    2 0
 BN0026
 BN0026.Superseded values are not recommended for survey control.
 BN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0026.See file dsdata.txt to determine how the superseded data were derived.
 BN0026
 BN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU726972(NAD 83)
 BN0026_MARKER: DB = BENCH MARK DISK
 BN0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0026_STAMPING: C-119 1933
 BN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0026+STABILITY: SURFACE MOTION
 BN0026
 BN0026  HISTORY     - Date     Condition        Report By
 BN0026  HISTORY     - 1933     MONUMENTED       CGS
 BN0026  HISTORY     - 1967     MARK NOT FOUND   USGS
 BN0026
 BN0026                          STATION DESCRIPTION
 BN0026
 BN0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0026'3.9 MI S FROM BURNET.
 BN0026'ALONG THE TEXAS AND NEW ORLEANS R.R. 6 POLES SOUTH OF M.P. 64 AND 3.7
 BN0026'MILES NORTH OF SUDDUTH AND 110 FT. NORTH OF THE DELAWARE WATER TOWER
 BN0026'AND 47 FT. EAST OF THE CENTERLINE OF THE TRACKS.
 BN0026
 BN0026                          STATION RECOVERY (1967)
 BN0026
 BN0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0420 ***********************************************************************
 CB0420  DESIGNATION -  C 1190
 CB0420  PID         -  CB0420
 CB0420  STATE/COUNTY-  TX/UPTON
 CB0420  USGS QUAD   -  RANKIN (1970)
 CB0420
 CB0420                         *CURRENT SURVEY CONTROL
 CB0420  ___________________________________________________________________
 CB0420* NAD 83(1986)-  31 14 23.     (N)    101 56 31.     (W)     SCALED    
 CB0420* NAVD 88     -       819.741  (meters)    2689.43   (feet)  ADJUSTED  
 CB0420  ___________________________________________________________________
 CB0420  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CB0420  DYNAMIC HT  -         818.549 (meters)    2685.52  (feet)  COMP
 CB0420  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 CB0420
 CB0420  VERT ORDER  -  SECOND    CLASS 0
 CB0420
 CB0420.The horizontal coordinates were scaled from a topographic map and have
 CB0420.an estimated accuracy of +/- 6 seconds.
 CB0420
 CB0420.The orthometric height was determined by differential leveling
 CB0420.and adjusted by the National Geodetic Survey in June 1991..
 CB0420
 CB0420.The geoid height was determined by GEOID03.
 CB0420
 CB0420.The dynamic height is computed by dividing the NAVD 88
 CB0420.geopotential number by the normal gravity value computed on the
 CB0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0420.degrees latitude (g = 980.6199 gals.).
 CB0420
 CB0420.The modeled gravity was interpolated from observed gravity values.
 CB0420
 CB0420;                    North         East    Units  Estimated Accuracy
 CB0420;SPC TX C     - 3,175,490.      546,780.      MT  (+/- 180 meters Scaled)
 CB0420
 CB0420                          SUPERSEDED SURVEY CONTROL
 CB0420
 CB0420  NGVD 29 (??/??/92)  819.426  (m)         2688.40   (f) ADJ UNCH    2 0
 CB0420
 CB0420.Superseded values are not recommended for survey control.
 CB0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0420.See file dsdata.txt to determine how the superseded data were derived.
 CB0420
 CB0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV197599(NAD 83)
 CB0420_MARKER: DB = BENCH MARK DISK
 CB0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0420_SP_SET: FOUNDATION
 CB0420_STAMPING: C 1190 1967
 CB0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0420
 CB0420  HISTORY     - Date     Condition        Report By
 CB0420  HISTORY     - 1967     MONUMENTED       CGS
 CB0420
 CB0420                          STATION DESCRIPTION
 CB0420
 CB0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0420'1.25 MI N FROM RANKIN.
 CB0420'ABOUT 1.25 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0420'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.2 MILE NORTH
 CB0420'OF THE CREST OF A HILL, 0.1 MILE SOUTH OF THE WESTERN WELL SERVICE
 CB0420'BUILDING, 76 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 110 YARDS
 CB0420'NORTHEAST AND ACROSS THE HIGHWAY FROM A RADIO TOWER, SET IN THE TOP OF
 CB0420'THE EAST SIDE OF A 3 X 3-FOOT ABANDONED CONCRETE FOUNDATION PROJECTING
 CB0420'1 INCH, 3.8 FEET WEST OF THE WEST EDGE OF AN ABANDONED BUILDING
 CB0420'FOUNDATION, AND ABOUT A FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0500 ***********************************************************************
 CB0500  DESIGNATION -  C 1191
 CB0500  PID         -  CB0500
 CB0500  STATE/COUNTY-  TX/UPTON
 CB0500  USGS QUAD   -  MIDKIFF SW (1968)
 CB0500
 CB0500                         *CURRENT SURVEY CONTROL
 CB0500  ___________________________________________________________________
 CB0500* NAD 83(1986)-  31 36 05.     (N)    101 58 23.     (W)     SCALED    
 CB0500* NAVD 88     -       851.720  (meters)    2794.35   (feet)  ADJUSTED  
 CB0500  ___________________________________________________________________
 CB0500  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CB0500  DYNAMIC HT  -         850.499 (meters)    2790.35  (feet)  COMP
 CB0500  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 CB0500
 CB0500  VERT ORDER  -  SECOND    CLASS 0
 CB0500
 CB0500.The horizontal coordinates were scaled from a topographic map and have
 CB0500.an estimated accuracy of +/- 6 seconds.
 CB0500
 CB0500.The orthometric height was determined by differential leveling
 CB0500.and adjusted by the National Geodetic Survey in June 1991..
 CB0500
 CB0500.The geoid height was determined by GEOID03.
 CB0500
 CB0500.The dynamic height is computed by dividing the NAVD 88
 CB0500.geopotential number by the normal gravity value computed on the
 CB0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0500.degrees latitude (g = 980.6199 gals.).
 CB0500
 CB0500.The modeled gravity was interpolated from observed gravity values.
 CB0500
 CB0500;                    North         East    Units  Estimated Accuracy
 CB0500;SPC TX C     - 3,215,630.      544,410.      MT  (+/- 180 meters Scaled)
 CB0500
 CB0500                          SUPERSEDED SURVEY CONTROL
 CB0500
 CB0500  NGVD 29 (??/??/92)  851.373  (m)         2793.21   (f) ADJ UNCH    2 0
 CB0500
 CB0500.Superseded values are not recommended for survey control.
 CB0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0500.See file dsdata.txt to determine how the superseded data were derived.
 CB0500
 CB0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA179000(NAD 83)
 CB0500_MARKER: DB = BENCH MARK DISK
 CB0500_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CB0500_SP_SET: COPPER-CLAD STEEL ROD
 CB0500_STAMPING: C 1191 1967
 CB0500_PROJECTION: PROJECTING 15 CENTIMETERS
 CB0500_MAGNETIC: I = MARKER IS A STEEL ROD
 CB0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0500_ROD/PIPE-DEPTH: 3.4  meters
 CB0500
 CB0500  HISTORY     - Date     Condition        Report By
 CB0500  HISTORY     - 1967     MONUMENTED       CGS
 CB0500  HISTORY     - 20010217 GOOD             USPSQD
 CB0500
 CB0500                          STATION DESCRIPTION
 CB0500
 CB0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0500'26.25 MI N FROM RANKIN.
 CB0500'ABOUT 26.25 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0500'TOPEKA AND SNATA FE RAILWAY COMPANY STATION AT RANKIN, 58 FEET EAST OF
 CB0500'THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH OF TELEPHONE POLE NUMBER
 CB0500'1002 1/2, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CB0500'THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CB0500'DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN A 5-INCH IRON PIPE
 CB0500'WHICH PROJECTS 6 INCHES.
 CB0500
 CB0500                          STATION RECOVERY (2001)
 CB0500
 CB0500'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0533 ***********************************************************************
 AN0533  DESIGNATION -  C 1192
 AN0533  PID         -  AN0533
 AN0533  STATE/COUNTY-  TX/JACKSON
 AN0533  USGS QUAD   -  LOLITA (1995)
 AN0533
 AN0533                         *CURRENT SURVEY CONTROL
 AN0533  ___________________________________________________________________
 AN0533* NAD 83(1986)-  28 50 24.     (N)    096 33 15.     (W)     SCALED    
 AN0533* NAVD 88     -        11.200  (meters)      36.75   (feet)  ADJUSTED  
 AN0533  ___________________________________________________________________
 AN0533  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0533  DYNAMIC HT  -          11.184 (meters)      36.69  (feet)  COMP
 AN0533  MODELED GRAV-     979,209.2   (mgal)                       NAVD 88
 AN0533
 AN0533  VERT ORDER  -  FIRST     CLASS I
 AN0533
 AN0533.The horizontal coordinates were scaled from a topographic map and have
 AN0533.an estimated accuracy of +/- 6 seconds.
 AN0533
 AN0533.The orthometric height was determined by differential leveling
 AN0533.and adjusted by the National Geodetic Survey in June 1991..
 AN0533
 AN0533.The geoid height was determined by GEOID03.
 AN0533
 AN0533.The dynamic height is computed by dividing the NAVD 88
 AN0533.geopotential number by the normal gravity value computed on the
 AN0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0533.degrees latitude (g = 980.6199 gals.).
 AN0533
 AN0533.The modeled gravity was interpolated from observed gravity values.
 AN0533
 AN0533;                    North         East    Units  Estimated Accuracy
 AN0533;SPC TXSC     - 4,114,060.      838,640.      MT  (+/- 180 meters Scaled)
 AN0533
 AN0533                          SUPERSEDED SURVEY CONTROL
 AN0533
 AN0533  NGVD 29 (??/??/92)   11.315  (m)           37.12   (f) ADJ UNCH    1 1
 AN0533
 AN0533.Superseded values are not recommended for survey control.
 AN0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0533.See file dsdata.txt to determine how the superseded data were derived.
 AN0533
 AN0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS386927(NAD 83)
 AN0533_MARKER: DB = BENCH MARK DISK
 AN0533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0533_SP_SET: 13 FEET
 AN0533_STAMPING: C 1192 1972
 AN0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0533
 AN0533  HISTORY     - Date     Condition        Report By
 AN0533  HISTORY     - 1972     MONUMENTED       NGS
 AN0533  HISTORY     - 1978     GOOD             NGS
 AN0533  HISTORY     - 1990     GOOD             USPSQD
 AN0533
 AN0533                          STATION DESCRIPTION
 AN0533
 AN0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0533'0.65 MI W FROM LOLITA.
 AN0533'ABOUT 0.65 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0533'CROSSING OF FARM-TO-MARKET ROAD 1593 AT LOLITA, 0.25 MILE EAST OF
 AN0533'MILEPOST 244, AT THE JUNCTION OF THE RAILROAD AND THE POINT COMFORT
 AN0533'AND NORTHERN RAILROAD, 51 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE
 AN0533'MISSOURI PACIFIC RAILROAD, 21 FEET NORTH-NORTHWEST OF THE
 AN0533'NORTH-NORTHWEST RAIL OF THE POINT COMFORT AND NORTHERN RAILROAD, 44
 AN0533'FEET NORTH AND ACROSS THE POINT COMFORT AND NORTHERN RAILROAD FROM THE
 AN0533'CENTER LINE OF FARM-TO-MARKET ROAD 616, 48.3 FEET SOUTHEAST OF THE
 AN0533'SOUTHEAST SIDE OF THE CONCRETE FOUNDATION FOR SIGNAL NUMBER 244.2, 48
 AN0533'1/2 FEET SOUTHWEST OF A RAILROAD SWITCH, 0.8 FOOT WEST OF A METAL
 AN0533'WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 2 FEET ABOVE THE LEVEL
 AN0533'OF THE TRACKS, AND ON THE TOP OF A COPPER COATED ROD WHICH PROJECTS 1
 AN0533'INCH AND WHICH IS PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 3
 AN0533'INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 13 FEET.
 AN0533
 AN0533                          STATION RECOVERY (1978)
 AN0533
 AN0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0533'RECOVERED IN GOOD CONDITION.
 AN0533
 AN0533                          STATION RECOVERY (1990)
 AN0533
 AN0533'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0901 ***********************************************************************
 AX0901  DESIGNATION -  C 1193
 AX0901  PID         -  AX0901
 AX0901  STATE/COUNTY-  TX/JACKSON
 AX0901  USGS QUAD   -  CORDELE (1981)
 AX0901
 AX0901                         *CURRENT SURVEY CONTROL
 AX0901  ___________________________________________________________________
 AX0901* NAD 83(1986)-  29 08 57.     (N)    096 40 04.     (W)     SCALED    
 AX0901* NAVD 88     -        33.24   (+/-2cm)     109.1    (feet)  VERTCON   
 AX0901  ___________________________________________________________________
 AX0901  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0901
 AX0901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0901
 AX0901.The horizontal coordinates were scaled from a topographic map and have
 AX0901.an estimated accuracy of +/- 6 seconds.
 AX0901
 AX0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0901.The vertical order pertains to the NGVD 29 superseded value.
 AX0901
 AX0901.The geoid height was determined by GEOID03.
 AX0901
 AX0901;                    North         East    Units  Estimated Accuracy
 AX0901;SPC TXSC     - 4,148,090.      826,880.      MT  (+/- 180 meters Scaled)
 AX0901
 AX0901                          SUPERSEDED SURVEY CONTROL
 AX0901
 AX0901  NGVD 29 (??/??/92)   33.249  (m)          109.08   (f) ADJ UNCH    2 0
 AX0901
 AX0901.Superseded values are not recommended for survey control.
 AX0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0901.See file dsdata.txt to determine how the superseded data were derived.
 AX0901
 AX0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT268267(NAD 83)
 AX0901_MARKER: DB = BENCH MARK DISK
 AX0901_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0901_SP_SET: 52 FT
 AX0901_STAMPING: C 1193 1972
 AX0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0901
 AX0901  HISTORY     - Date     Condition        Report By
 AX0901  HISTORY     - 1972     MONUMENTED       NGS
 AX0901
 AX0901                          STATION DESCRIPTION
 AX0901
 AX0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0901'3.0 MI NW FROM CORDELE.
 AX0901'ABOUT 1.0 MILE WEST ALONG CORDELE ROAD FROM THE CORDELE METHODIST
 AX0901'CHURCH AT CORDELE, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 AX0901'1.0 MILE WEST ALONG A GRAVEL ROAD, AT THE INTERSECTION OF A FARM ROAD,
 AX0901'27 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 14 FEET WEST OF
 AX0901'THE CENTER LINE OF THE FARM ROAD, 8 FEET SOUTHWEST OF THE WEST END OF
 AX0901'AN 18-INCH PIPE CULVERT UNDER THE FARM ROAD, 4 FEET WEST OF THE WEST
 AX0901'GATE POST OF GATE ACROSS FARM ROAD, 0.6 FOOT NORTH OF THE FENCE LINE,
 AX0901'52.6 FEET SOUTHWEST OF AND ACROSS THE GRAVEL ROAD FROM BENCH MARK X
 AX0901'863 RESET 1972 DESCRIBED, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT
 AX0901'LEVEL WITH THE ROAD AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 AX0901'ROD THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND AND ENCASED IN
 AX0901'A 6-INCH PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AX0901'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 52 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0536 ***********************************************************************
 AN0536  DESIGNATION -  C 1194
 AN0536  PID         -  AN0536
 AN0536  STATE/COUNTY-  TX/JACKSON
 AN0536  USGS QUAD   -  LOLITA (1995)
 AN0536
 AN0536                         *CURRENT SURVEY CONTROL
 AN0536  ___________________________________________________________________
 AN0536* NAD 83(1986)-  28 50 38.     (N)    096 31 01.     (W)     SCALED    
 AN0536* NAVD 88     -        12.20   (+/-2cm)      40.0    (feet)  VERTCON   
 AN0536  ___________________________________________________________________
 AN0536  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN0536
 AN0536  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0536
 AN0536.The horizontal coordinates were scaled from a topographic map and have
 AN0536.an estimated accuracy of +/- 6 seconds.
 AN0536
 AN0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0536.The vertical order pertains to the NGVD 29 superseded value.
 AN0536
 AN0536.The geoid height was determined by GEOID03.
 AN0536
 AN0536;                    North         East    Units  Estimated Accuracy
 AN0536;SPC TXSC     - 4,114,570.      842,270.      MT  (+/- 180 meters Scaled)
 AN0536
 AN0536                          SUPERSEDED SURVEY CONTROL
 AN0536
 AN0536  NGVD 29 (??/??/92)   12.278  (m)           40.28   (f) ADJ UNCH    1 1
 AN0536
 AN0536.Superseded values are not recommended for survey control.
 AN0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0536.See file dsdata.txt to determine how the superseded data were derived.
 AN0536
 AN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS422932(NAD 83)
 AN0536_MARKER: DB = BENCH MARK DISK
 AN0536_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0536+WITH SETTING: INTO GROUND
 AN0536_STAMPING: C 1194 1972
 AN0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0536+STABILITY: SURFACE MOTION
 AN0536
 AN0536  HISTORY     - Date     Condition        Report By
 AN0536  HISTORY     - 1972     MONUMENTED       NGS
 AN0536  HISTORY     - 1978     GOOD             NGS
 AN0536  HISTORY     - 1990     GOOD             USPSQD
 AN0536
 AN0536                          STATION DESCRIPTION
 AN0536
 AN0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0536'1.55 MI E FROM LOLITA.
 AN0536'ABOUT 1.55 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0536'CROSSING OF FARM-TO-MARKET ROADS 616 NORTH AND 1593 AT LOLITA, 0.5
 AN0536'MILE EAST OF MILEPOST 246, 42 1/2 FEET NORTH OF THE NORTH RAIL OF THE
 AN0536'MAIN TRACK, 28 FEET SOUTH OF THE CENTER LINE OF FARM-TO-MARKET ROAD
 AN0536'616, 235 1/2 FEET WEST OF THE EXTENDED CENTER LINE OF A SHELL ROAD
 AN0536'WHICH LEADS NORTH, 2 1/2 FEET NORTH NORTHWEST OF A TELEPHONE POLE
 AN0536'WHICH IS BRACED BY A GUY WIRE, 4.6 FEET SOUTH OF THE BASE OF THE GUY
 AN0536'WIRE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AN0536'ROAD, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP
 AN0536'OF A 4-FOOT SECTION OF COPPER COATED ROD THAT IS ATTACHED TO A METAL
 AN0536'BASE PLATE. THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND AND IS
 AN0536'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 1 INCH.
 AN0536
 AN0536                          STATION RECOVERY (1978)
 AN0536
 AN0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0536'RECOVERED IN GOOD CONDITION.
 AN0536
 AN0536                          STATION RECOVERY (1990)
 AN0536
 AN0536'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0808 ***********************************************************************
 AN0808  DESIGNATION -  C 1195
 AN0808  PID         -  AN0808
 AN0808  STATE/COUNTY-  TX/JACKSON
 AN0808  USGS QUAD   -  LOLITA (1995)
 AN0808
 AN0808                         *CURRENT SURVEY CONTROL
 AN0808  ___________________________________________________________________
 AN0808* NAD 83(1986)-  28 49 23.     (N)    096 32 37.     (W)     SCALED    
 AN0808* NAVD 88     -         9.82   (+/-2cm)      32.2    (feet)  VERTCON   
 AN0808  ___________________________________________________________________
 AN0808  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN0808
 AN0808  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0808
 AN0808.The horizontal coordinates were scaled from a topographic map and have
 AN0808.an estimated accuracy of +/- 6 seconds.
 AN0808
 AN0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0808.The vertical order pertains to the NGVD 29 superseded value.
 AN0808
 AN0808.The geoid height was determined by GEOID03.
 AN0808
 AN0808;                    North         East    Units  Estimated Accuracy
 AN0808;SPC TXSC     - 4,112,210.      839,710.      MT  (+/- 180 meters Scaled)
 AN0808
 AN0808                          SUPERSEDED SURVEY CONTROL
 AN0808
 AN0808  NGVD 29 (??/??/92)    9.913  (m)           32.52   (f) ADJ UNCH    1 1
 AN0808
 AN0808.Superseded values are not recommended for survey control.
 AN0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0808.See file dsdata.txt to determine how the superseded data were derived.
 AN0808
 AN0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS396908(NAD 83)
 AN0808_MARKER: DB = BENCH MARK DISK
 AN0808_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0808+WITH SETTING: INTO GROUND
 AN0808_STAMPING: C 1195 1972
 AN0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0808+STABILITY: SURFACE MOTION
 AN0808
 AN0808  HISTORY     - Date     Condition        Report By
 AN0808  HISTORY     - 1972     MONUMENTED       NGS
 AN0808  HISTORY     - 19980725 GOOD             USPSQD
 AN0808
 AN0808                          STATION DESCRIPTION
 AN0808
 AN0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0808'1.3 MI S FROM LOLITA.
 AN0808'ABOUT 1.3 MILES SOUTH ALONG FARM-TO-MARKET ROAD 1593 FROM THE CROSSING
 AN0808'OF THE MISSOURI PACIFIC RAILROAD AT LOLITA, AT THE JUNCTION OF FRELS
 AN0808'ROAD WHICH LEADS WEST, AT A CURVE IN THE FARM ROAD, 98 1/2 FEET
 AN0808'NORTHWEST OF THE CENTER LINE OF THE ROAD, 61 FEET NORTH OF THE CENTER
 AN0808'LINE OF FRELS ROAD, 24 1/2 FEET NORTHEAST OF A POWER POLE, 1 1/2 FEET
 AN0808'SOUTHEAST OF A FENCE, 0.9 FOOT SOUTH OF A METAL WITNESS POST ABOUT 1
 AN0808'1/2 FEET ABOVE THE LEVEL OF THE FARM ROAD, AND ON THE TOP OF A 4-FOOT
 AN0808'SECTION OF COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AN0808'THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND AND IS PROTECTED BY A
 AN0808'5-INCH METAL PIPE WHICH PROJECTS 1 INCH.
 AN0808
 AN0808                          STATION RECOVERY (1998)
 AN0808
 AN0808'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0540 ***********************************************************************
 AN0540  DESIGNATION -  C 1196
 AN0540  PID         -  AN0540
 AN0540  STATE/COUNTY-  TX/JACKSON
 AN0540  USGS QUAD   -  LOLITA (1995)
 AN0540
 AN0540                         *CURRENT SURVEY CONTROL
 AN0540  ___________________________________________________________________
 AN0540* NAD 83(1986)-  28 51 52.     (N)    096 33 25.     (W)     SCALED    
 AN0540* NAVD 88     -        10.912  (meters)      35.80   (feet)  ADJUSTED  
 AN0540  ___________________________________________________________________
 AN0540  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0540  DYNAMIC HT  -          10.896 (meters)      35.75  (feet)  COMP
 AN0540  MODELED GRAV-     979,210.2   (mgal)                       NAVD 88
 AN0540
 AN0540  VERT ORDER  -  FIRST     CLASS I
 AN0540
 AN0540.The horizontal coordinates were scaled from a topographic map and have
 AN0540.an estimated accuracy of +/- 6 seconds.
 AN0540
 AN0540.The orthometric height was determined by differential leveling
 AN0540.and adjusted by the National Geodetic Survey in June 1991..
 AN0540
 AN0540.The geoid height was determined by GEOID03.
 AN0540
 AN0540.The dynamic height is computed by dividing the NAVD 88
 AN0540.geopotential number by the normal gravity value computed on the
 AN0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0540.degrees latitude (g = 980.6199 gals.).
 AN0540
 AN0540.The modeled gravity was interpolated from observed gravity values.
 AN0540
 AN0540;                    North         East    Units  Estimated Accuracy
 AN0540;SPC TXSC     - 4,116,770.      838,320.      MT  (+/- 180 meters Scaled)
 AN0540
 AN0540                          SUPERSEDED SURVEY CONTROL
 AN0540
 AN0540  NGVD 29 (??/??/92)   11.024  (m)           36.17   (f) ADJ UNCH    1 1
 AN0540
 AN0540.Superseded values are not recommended for survey control.
 AN0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0540.See file dsdata.txt to determine how the superseded data were derived.
 AN0540
 AN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS383954(NAD 83)
 AN0540_MARKER: DB = BENCH MARK DISK
 AN0540_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0540+WITH SETTING: INTO GROUND
 AN0540_STAMPING: C 1196 1972
 AN0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0540+STABILITY: SURFACE MOTION
 AN0540
 AN0540  HISTORY     - Date     Condition        Report By
 AN0540  HISTORY     - 1972     MONUMENTED       NGS
 AN0540  HISTORY     - 1978     GOOD             NGS
 AN0540  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0540
 AN0540                          STATION DESCRIPTION
 AN0540
 AN0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0540'2.6 MI NW FROM LOLITA.
 AN0540'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0540'CROSSING OF FARM TO MARKET ROAD 1593 AND 616 AT LOLITA, THENCE 1.8
 AN0540'MILES NORTH ALONG AN ASPHALT ROAD, 104 FEET WEST OF THE CENTER LINE OF
 AN0540'THE ASPHALT ROAD, 132 FEET SOUTHWEST OF AND ACROSS THE ASPHALT ROAD
 AN0540'FROM A POWER LINE POLE, 76 FEET WEST OF A CORNER FENCE POST, 17 FEET
 AN0540'SOUTH OF THE CENTER LINE OF A PRIVATE SHELL ROAD LEADING WEST TO THE
 AN0540'E. M. AND R. CLEMENT PROPERTY, 1.1 FEET NORTH OF A FENCE LINE, 9
 AN0540'INCHES NORTH OF A METAL WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF THE
 AN0540'SHELL ROAD, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS
 AN0540'ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE GROUND AND
 AN0540'ENCASED IN A 6-INCH METAL PIPE THAT IS FLUSH WITH THE LEVEL OF THE
 AN0540'GROUND.
 AN0540
 AN0540                          STATION RECOVERY (1978)
 AN0540
 AN0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0540'RECOVERED IN GOOD CONDITION.
 AN0540
 AN0540                          STATION RECOVERY (1998)
 AN0540
 AN0540'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1002 ***********************************************************************
 AX1002  DESIGNATION -  C 1197
 AX1002  PID         -  AX1002
 AX1002  STATE/COUNTY-  TX/FAYETTE
 AX1002  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1002
 AX1002                         *CURRENT SURVEY CONTROL
 AX1002  ___________________________________________________________________
 AX1002* NAD 83(1986)-  29 54 28.     (N)    096 52 15.     (W)     SCALED    
 AX1002* NAVD 88     -        86.319  (meters)     283.20   (feet)  ADJUSTED  
 AX1002  ___________________________________________________________________
 AX1002  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX1002  DYNAMIC HT  -          86.200 (meters)     282.81  (feet)  COMP
 AX1002  MODELED GRAV-     979,264.0   (mgal)                       NAVD 88
 AX1002
 AX1002  VERT ORDER  -  FIRST     CLASS I
 AX1002
 AX1002.The horizontal coordinates were scaled from a topographic map and have
 AX1002.an estimated accuracy of +/- 6 seconds.
 AX1002
 AX1002.The orthometric height was determined by differential leveling
 AX1002.and adjusted by the National Geodetic Survey in June 1991..
 AX1002
 AX1002.The geoid height was determined by GEOID03.
 AX1002
 AX1002.The dynamic height is computed by dividing the NAVD 88
 AX1002.geopotential number by the normal gravity value computed on the
 AX1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1002.degrees latitude (g = 980.6199 gals.).
 AX1002
 AX1002.The modeled gravity was interpolated from observed gravity values.
 AX1002
 AX1002;                    North         East    Units  Estimated Accuracy
 AX1002;SPC TXSC     - 4,231,780.      805,600.      MT  (+/- 180 meters Scaled)
 AX1002
 AX1002                          SUPERSEDED SURVEY CONTROL
 AX1002
 AX1002  NGVD 29 (12/23/87)   86.274  (m)          283.05   (f) ADJUSTED    1 1
 AX1002
 AX1002.Superseded values are not recommended for survey control.
 AX1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1002.See file dsdata.txt to determine how the superseded data were derived.
 AX1002
 AX1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU055104(NAD 83)
 AX1002_MARKER: DB = BENCH MARK DISK
 AX1002_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AX1002_SP_SET: BRICK BUILDING WALL
 AX1002_STAMPING: C 1197 1972
 AX1002_MARK LOGO: NGS   
 AX1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX1002+STABILITY: POSITION/ELEVATION WELL
 AX1002
 AX1002  HISTORY     - Date     Condition        Report By
 AX1002  HISTORY     - 1972     MONUMENTED       NGS
 AX1002  HISTORY     - 1974     GOOD             NGS
 AX1002  HISTORY     - 1978     GOOD             NGS
 AX1002  HISTORY     - 1987     GOOD             USPSQD
 AX1002  HISTORY     - 1987     GOOD             USPSQD
 AX1002  HISTORY     - 1987     GOOD             NGS
 AX1002  HISTORY     - 19970607 GOOD             USPSQD
 AX1002
 AX1002                          STATION DESCRIPTION
 AX1002
 AX1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1002'IN LA GRANGE.
 AX1002'AT LA GRANGE, AT THE LA GRANGE HIGH SCHOOL, ABOUT 0.5 MILE NORTHEAST
 AX1002'ALONG STATE HIGHWAY 71 FROM THE COURTHOUSE, SET VERTICALLY IN THE
 AX1002'NORTHWEST BRICK FACE AND AT THE WEST CORNER OF THE NORTHEAST WING OF
 AX1002'THE BUILDING (FIRST BUILDING SOUTHWEST OF THE AUDITORIUM), 264 FEET
 AX1002'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 1/2 FEET
 AX1002'ABOVE THE LEVEL OF THE GROUND.
 AX1002
 AX1002                          STATION RECOVERY (1974)
 AX1002
 AX1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AX1002'RECOVERED IN GOOD CONDITION.
 AX1002
 AX1002                          STATION RECOVERY (1978)
 AX1002
 AX1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1002'RECOVERED IN GOOD CONDITION.
 AX1002
 AX1002                          STATION RECOVERY (1987)
 AX1002
 AX1002'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX1002'RECOVERED IN GOOD CONDITION.
 AX1002
 AX1002                          STATION RECOVERY (1987)
 AX1002
 AX1002'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX1002'RECOVERED IN GOOD CONDITION.
 AX1002
 AX1002                          STATION RECOVERY (1987)
 AX1002
 AX1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX1002'RECOVERED IN GOOD CONDITION.  DISK ORIGIN IS CGS.
 AX1002
 AX1002                          STATION RECOVERY (1997)
 AX1002
 AX1002'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0598 ***********************************************************************
 AX0598  DESIGNATION -  C 1198
 AX0598  PID         -  AX0598
 AX0598  STATE/COUNTY-  TX/LAVACA
 AX0598  USGS QUAD   -  SUBLIME (1981)
 AX0598
 AX0598                         *CURRENT SURVEY CONTROL
 AX0598  ___________________________________________________________________
 AX0598* NAD 83(1986)-  29 23 34.     (N)    096 49 33.     (W)     SCALED    
 AX0598* NAVD 88     -        79.132  (meters)     259.62   (feet)  ADJUSTED  
 AX0598  ___________________________________________________________________
 AX0598  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0598  DYNAMIC HT  -          79.021 (meters)     259.25  (feet)  COMP
 AX0598  MODELED GRAV-     979,237.4   (mgal)                       NAVD 88
 AX0598
 AX0598  VERT ORDER  -  FIRST     CLASS I
 AX0598
 AX0598.The horizontal coordinates were scaled from a topographic map and have
 AX0598.an estimated accuracy of +/- 6 seconds.
 AX0598
 AX0598.The orthometric height was determined by differential leveling
 AX0598.and adjusted by the National Geodetic Survey in June 1991..
 AX0598
 AX0598.The geoid height was determined by GEOID03.
 AX0598
 AX0598.The dynamic height is computed by dividing the NAVD 88
 AX0598.geopotential number by the normal gravity value computed on the
 AX0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0598.degrees latitude (g = 980.6199 gals.).
 AX0598
 AX0598.The modeled gravity was interpolated from observed gravity values.
 AX0598
 AX0598;                    North         East    Units  Estimated Accuracy
 AX0598;SPC TXSC     - 4,174,790.      811,000.      MT  (+/- 180 meters Scaled)
 AX0598
 AX0598                          SUPERSEDED SURVEY CONTROL
 AX0598
 AX0598  NGVD 29 (??/??/92)   79.124  (m)          259.59   (f) ADJ UNCH    1 1
 AX0598
 AX0598.Superseded values are not recommended for survey control.
 AX0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0598.See file dsdata.txt to determine how the superseded data were derived.
 AX0598
 AX0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT109534(NAD 83)
 AX0598_MARKER: DB = BENCH MARK DISK
 AX0598_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0598+WITH SETTING: INTO GROUND
 AX0598_STAMPING: C 1198 1972
 AX0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0598+STABILITY: SURFACE MOTION
 AX0598
 AX0598  HISTORY     - Date     Condition        Report By
 AX0598  HISTORY     - 1972     MONUMENTED       NGS
 AX0598  HISTORY     - 19970607 GOOD             USPSQD
 AX0598
 AX0598                          STATION DESCRIPTION
 AX0598
 AX0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0598'8.5 MI SE FROM HALLETTSVILLE.
 AX0598'ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 A FROM THE JUNCTION OF US
 AX0598'HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 7.8 MILES SOUTHEAST
 AX0598'ALONG FARM ROAD NO. 530, AT THE OUTSIDE OF A CURVE, 42 1/2 FEET SOUTH
 AX0598'OF THE CENTER LINE OF THE FARM ROAD, AT THE CREST OF A GRADE, 141 FEET
 AX0598'EAST OF THE CENTER LINE OF A TRACK ROAD AND PIPE AND WIRE GATE, 28
 AX0598'FEET WEST OF A BRACE POLE FOR A POWER LINE POLE, 1.5 FEET NORTH OF THE
 AX0598'RIGHT-OF-WAY FENCE LINE, 0.7 FOOT SOUTH OF A METAL WITNESS POST, 2
 AX0598'FEET ABOVE THE LEVEL OF THE FARM ROAD, AND ON THE TOP OF A 4 FOOT
 AX0598'COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE
 AX0598'DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH
 AX0598'METAL PIPE THAT IS FLUSH WITH THE LEVEL OF THE GROUND.
 AX0598
 AX0598                          STATION RECOVERY (1997)
 AX0598
 AX0598'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0630 ***********************************************************************
 AX0630  DESIGNATION -  C 1199
 AX0630  PID         -  AX0630
 AX0630  STATE/COUNTY-  TX/JACKSON
 AX0630  USGS QUAD   -  CORDELE (1981)
 AX0630
 AX0630                         *CURRENT SURVEY CONTROL
 AX0630  ___________________________________________________________________
 AX0630* NAD 83(1986)-  29 11 51.     (N)    096 44 04.     (W)     SCALED    
 AX0630* NAVD 88     -        39.814  (meters)     130.62   (feet)  ADJUSTED  
 AX0630  ___________________________________________________________________
 AX0630  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0630  DYNAMIC HT  -          39.758 (meters)     130.44  (feet)  COMP
 AX0630  MODELED GRAV-     979,228.9   (mgal)                       NAVD 88
 AX0630
 AX0630  VERT ORDER  -  FIRST     CLASS I
 AX0630
 AX0630.The horizontal coordinates were scaled from a topographic map and have
 AX0630.an estimated accuracy of +/- 6 seconds.
 AX0630
 AX0630.The orthometric height was determined by differential leveling
 AX0630.and adjusted by the National Geodetic Survey in June 1991..
 AX0630
 AX0630.The geoid height was determined by GEOID03.
 AX0630
 AX0630.The dynamic height is computed by dividing the NAVD 88
 AX0630.geopotential number by the normal gravity value computed on the
 AX0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0630.degrees latitude (g = 980.6199 gals.).
 AX0630
 AX0630.The modeled gravity was interpolated from observed gravity values.
 AX0630
 AX0630;                    North         East    Units  Estimated Accuracy
 AX0630;SPC TXSC     - 4,153,320.      820,290.      MT  (+/- 180 meters Scaled)
 AX0630
 AX0630                          SUPERSEDED SURVEY CONTROL
 AX0630
 AX0630  NGVD 29 (??/??/92)   39.822  (m)          130.65   (f) ADJ UNCH    1 1
 AX0630
 AX0630.Superseded values are not recommended for survey control.
 AX0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0630.See file dsdata.txt to determine how the superseded data were derived.
 AX0630
 AX0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT202319(NAD 83)
 AX0630_MARKER: DB = BENCH MARK DISK
 AX0630_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0630+WITH SETTING: INTO GROUND
 AX0630_STAMPING: C 1199 1972
 AX0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0630+STABILITY: SURFACE MOTION
 AX0630
 AX0630  HISTORY     - Date     Condition        Report By
 AX0630  HISTORY     - 1972     MONUMENTED       NGS
 AX0630
 AX0630                          STATION DESCRIPTION
 AX0630
 AX0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0630'5.25 MI S FROM SPEAKS.
 AX0630'ABOUT 0.9 MILE SOUTH ALONG FARM ROAD NO. 530 FROM THE POST OFFICE AND
 AX0630'GENERAL STORE AT SPEAKS, THENCE 4.35 MILES SOUTH ALONG SPEAKS ROAD, (A
 AX0630'GRAVEL ROAD), 0.2 MILE SOUTH OF THE JUNCTION OF A FARM LANE LEADING
 AX0630'NORTHEAST, 150 YARDS NORTH OF THE CENTER OF A GATE IN THE EAST
 AX0630'RIGHT-OF-WAY FENCE LINE, 29 FEET EAST OF THE CENTER LINE OF SPEAKS
 AX0630'ROAD, 1/2 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE, 1.2 FEET SOUTH OF
 AX0630'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 4
 AX0630'FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AX0630'THE DISK PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED
 AX0630'IN A 6 INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE
 AX0630'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0176 ***********************************************************************
 CT0176  DESIGNATION -  C 12
 CT0176  PID         -  CT0176
 CT0176  STATE/COUNTY-  TX/EASTLAND
 CT0176  USGS QUAD   -  EASTLAND (1987)
 CT0176
 CT0176                         *CURRENT SURVEY CONTROL
 CT0176  ___________________________________________________________________
 CT0176* NAD 83(1986)-  32 24 40.     (N)    098 47 10.     (W)     SCALED    
 CT0176* NAVD 88     -       455.388  (meters)    1494.05   (feet)  POSTED    
 CT0176  ___________________________________________________________________
 CT0176  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CT0176  DYNAMIC HT  -         454.810 (meters)    1492.16  (feet)  COMP
 CT0176  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 CT0176
 CT0176  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0176
 CT0176.The horizontal coordinates were scaled from a topographic map and have
 CT0176.an estimated accuracy of +/- 6 seconds.
 CT0176
 CT0176.The orthometric height was determined by differential leveling
 CT0176.and adjusted by the National Geodetic Survey in 1992..
 CT0176.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0176.rate of 0.0 thru 1.0 mm/km.
 CT0176
 CT0176.The geoid height was determined by GEOID03.
 CT0176
 CT0176.The dynamic height is computed by dividing the NAVD 88
 CT0176.geopotential number by the normal gravity value computed on the
 CT0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0176.degrees latitude (g = 980.6199 gals.).
 CT0176
 CT0176.The modeled gravity was interpolated from observed gravity values.
 CT0176
 CT0176;                    North         East    Units  Estimated Accuracy
 CT0176;SPC TXNC     - 2,082,590.      573,090.      MT  (+/- 180 meters Scaled)
 CT0176
 CT0176                          SUPERSEDED SURVEY CONTROL
 CT0176
 CT0176  NGVD 29 (??/??/92)  455.241  (m)         1493.57   (f) ADJ UNCH    1 2
 CT0176
 CT0176.Superseded values are not recommended for survey control.
 CT0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0176.See file dsdata.txt to determine how the superseded data were derived.
 CT0176
 CT0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA201860(NAD 83)
 CT0176_MARKER: P = PIPE CAP
 CT0176_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0176_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0176_STAMPING: EL 1493.609 FT C 12
 CT0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0176
 CT0176  HISTORY     - Date     Condition        Report By
 CT0176  HISTORY     - UNK      MONUMENTED       CGS
 CT0176  HISTORY     - 1955     MARK NOT FOUND   NGS
 CT0176  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0176
 CT0176                          STATION DESCRIPTION
 CT0176
 CT0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CT0176'2.0 MI E FROM EASTLAND.
 CT0176'2 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY EASTLAND, EASTLAND
 CT0176'COUNTY, NEAR MILEAGE 348.9, ON THE WEST SIDE OF A SMALL ROAD, 3 FEET
 CT0176'EAST OF THE WEST CATTLE GUARD, AND 23 FEET SOUTH OF THE MAIN TRACK. A
 CT0176'STANDARD CAP, STAMPED EL. 1493.609 FT. C 12 AND FASTENED ON THE TOP OF
 CT0176'A 3-1/2 INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
 CT0176
 CT0176                          STATION RECOVERY (2002)
 CT0176
 CT0176'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0210 ***********************************************************************
 BN0210  DESIGNATION -  C 120
 BN0210  PID         -  BN0210
 BN0210  STATE/COUNTY-  TX/LLANO
 BN0210  USGS QUAD   -  LLANO SOUTH (1982)
 BN0210
 BN0210                         *CURRENT SURVEY CONTROL
 BN0210  ___________________________________________________________________
 BN0210* NAD 83(1986)-  30 44 34.     (N)    098 43 37.     (W)     SCALED    
 BN0210* NAVD 88     -       323.204  (meters)    1060.38   (feet)  ADJUSTED  
 BN0210  ___________________________________________________________________
 BN0210  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 BN0210  DYNAMIC HT  -         322.777 (meters)    1058.98  (feet)  COMP
 BN0210  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 BN0210
 BN0210  VERT ORDER  -  SECOND    CLASS 0
 BN0210
 BN0210.The horizontal coordinates were scaled from a topographic map and have
 BN0210.an estimated accuracy of +/- 6 seconds.
 BN0210
 BN0210.The orthometric height was determined by differential leveling
 BN0210.and adjusted by the National Geodetic Survey in June 1991..
 BN0210
 BN0210.The geoid height was determined by GEOID03.
 BN0210
 BN0210.The dynamic height is computed by dividing the NAVD 88
 BN0210.geopotential number by the normal gravity value computed on the
 BN0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0210.degrees latitude (g = 980.6199 gals.).
 BN0210
 BN0210.The modeled gravity was interpolated from observed gravity values.
 BN0210
 BN0210;                    North         East    Units  Estimated Accuracy
 BN0210;SPC TX C     - 3,120,400.      853,810.      MT  (+/- 180 meters Scaled)
 BN0210
 BN0210                          SUPERSEDED SURVEY CONTROL
 BN0210
 BN0210  NGVD 29 (??/??/92)  323.165  (m)         1060.25   (f) ADJ UNCH    2 0
 BN0210
 BN0210.Superseded values are not recommended for survey control.
 BN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0210.See file dsdata.txt to determine how the superseded data were derived.
 BN0210
 BN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV261011(NAD 83)
 BN0210_MARKER: DB = BENCH MARK DISK
 BN0210_SETTING: 66 = SET IN ROCK OUTCROP
 BN0210_SP_SET: ROCK OUTCROP
 BN0210_STAMPING: C-120 1933
 BN0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0210+STABILITY: POSITION/ELEVATION WELL
 BN0210
 BN0210  HISTORY     - Date     Condition        Report By
 BN0210  HISTORY     - 1933     MONUMENTED       CGS
 BN0210  HISTORY     - 1947     GOOD             TXHD
 BN0210
 BN0210                          STATION DESCRIPTION
 BN0210
 BN0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0210'3.3 MI W FROM LLANO.
 BN0210'ALONG THE LLANO-MASON ROAD 1.2 MILES WEST OF THE ENTRANCE TO THE
 BN0210'ROBINSON STATE PARK AND 55 FT. NORTH OF THE CENTERLINE OF THE ROAD AND
 BN0210'30 FT. NORTH OF THE RIGHT-OF-WAY FENCE IN THE TOP OF A LARGE BLUE
 BN0210'GRANITE BOULDER 5 X 5 FT. AND ABOUT 6 IN. ABOVE THE GROUND.
 BN0210
 BN0210                          STATION RECOVERY (1947)
 BN0210
 BN0210'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1947
 BN0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0229 ***********************************************************************
 BL0229  DESIGNATION -  C 1200
 BL0229  PID         -  BL0229
 BL0229  STATE/COUNTY-  TX/JEFFERSON
 BL0229  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0229
 BL0229                         *CURRENT SURVEY CONTROL
 BL0229  ___________________________________________________________________
 BL0229* NAD 83(1986)-  30 04 04.     (N)    094 09 48.     (W)     SCALED    
 BL0229* NAVD 88     -         5.118  (meters)      16.79   (feet)  ADJUSTED  
 BL0229  ___________________________________________________________________
 BL0229  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0229  DYNAMIC HT  -           5.111 (meters)      16.77  (feet)  COMP
 BL0229  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 BL0229
 BL0229  VERT ORDER  -  FIRST     CLASS I
 BL0229
 BL0229.The horizontal coordinates were scaled from a topographic map and have
 BL0229.an estimated accuracy of +/- 6 seconds.
 BL0229
 BL0229.The orthometric height was determined by differential leveling
 BL0229.and adjusted by the National Geodetic Survey in June 1991..
 BL0229
 BL0229.The geoid height was determined by GEOID03.
 BL0229
 BL0229.The dynamic height is computed by dividing the NAVD 88
 BL0229.geopotential number by the normal gravity value computed on the
 BL0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0229.degrees latitude (g = 980.6199 gals.).
 BL0229
 BL0229.The modeled gravity was interpolated from observed gravity values.
 BL0229
 BL0229;                    North         East    Units  Estimated Accuracy
 BL0229;SPC TXSC     - 4,257,280.    1,066,200.      MT  (+/- 180 meters Scaled)
 BL0229
 BL0229                          SUPERSEDED SURVEY CONTROL
 BL0229
 BL0229  NGVD 29 (??/??/92)    5.139  (m)           16.86   (f) ADJ UNCH    1 1
 BL0229
 BL0229.Superseded values are not recommended for survey control.
 BL0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0229.See file dsdata.txt to determine how the superseded data were derived.
 BL0229
 BL0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP878268(NAD 83)
 BL0229_MARKER: DB = BENCH MARK DISK
 BL0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0229_SP_SET: CULVERT
 BL0229_STAMPING: C 1200 1972
 BL0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0229
 BL0229  HISTORY     - Date     Condition        Report By
 BL0229  HISTORY     - 1972     MONUMENTED       NGS
 BL0229  HISTORY     - 1984     GOOD             USPSQD
 BL0229  HISTORY     - 1988     GOOD             USPSQD
 BL0229  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0229  HISTORY     - 1989     GOOD             USPSQD
 BL0229  HISTORY     - 19890506 GOOD             USPSQD
 BL0229  HISTORY     - 1990     GOOD             USPSQD
 BL0229  HISTORY     - 1990     GOOD             USPSQD
 BL0229  HISTORY     - 19940730 GOOD             USPSQD
 BL0229  HISTORY     - 20010331 GOOD             NGS
 BL0229  HISTORY     - 20010331 GOOD             NGS
 BL0229  HISTORY     - 20020918 MARK NOT FOUND   USPSQD
 BL0229
 BL0229                          STATION DESCRIPTION
 BL0229
 BL0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0229'1.7 MI W FROM BEAUMONT.
 BL0229'1.7 MILES WEST ALONG US HIGHWAY 90 FROM THE INTERSTATE 10 OVERPASS
 BL0229'OVER US HWY. 90 AT BEAUMONT, 1.60 MILES EAST OF THE INTERSECTION OF
 BL0229'STATE HWY. 364 (S-MAJOR DRIVE) AT AMELIA, ABOUT 65 YARDS EAST OF THE
 BL0229'CENTER OF THE INTERSECTION OF LANGHAM ROAD, SET IN THE TOP OF THE WEST
 BL0229'END OF THE SOUTH HEADWALL FOR A 10-FOOT CONCRETE BOX CULVERT OVER A
 BL0229'DRAINAGE CANAL AND UNDER BOTH LANES OF THE HIGHWAY, 25.8 FEET SOUTH OF
 BL0229'THE CENTER LINE OF THE EASTBOUND LANE OF THE HWY., 23 FEET EAST OF THE
 BL0229'WEST END OF THE HEADWALL, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BL0229
 BL0229                          STATION RECOVERY (1984)
 BL0229
 BL0229'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0229'RECOVERED IN GOOD CONDITION.
 BL0229
 BL0229                          STATION RECOVERY (1988)
 BL0229
 BL0229'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0229'RECOVERED IN GOOD CONDITION.
 BL0229
 BL0229                          STATION RECOVERY (1988)
 BL0229
 BL0229'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0229'MARK NOT FOUND.
 BL0229
 BL0229                          STATION RECOVERY (1989)
 BL0229
 BL0229'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0229'RECOVERED IN GOOD CONDITION.
 BL0229
 BL0229                          STATION RECOVERY (1989)
 BL0229
 BL0229'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0229'RECOVERED IN GOOD CONDITION.
 BL0229
 BL0229                          STATION RECOVERY (1990)
 BL0229
 BL0229'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLH)
 BL0229'RECOVERED IN GOOD CONDITION.
 BL0229
 BL0229                          STATION RECOVERY (1990)
 BL0229
 BL0229'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0229'RECOVERED IN GOOD CONDITION.
 BL0229
 BL0229                          STATION RECOVERY (1994)
 BL0229
 BL0229'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0229'RECOVERED IN GOOD CONDITION.
 BL0229
 BL0229                          STATION RECOVERY (2001)
 BL0229
 BL0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0229'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0229
 BL0229                          STATION RECOVERY (2001)
 BL0229
 BL0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0229'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0229
 BL0229                          STATION RECOVERY (2002)
 BL0229
 BL0229'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0409 ***********************************************************************
 AW0409  DESIGNATION -  C 1201
 AW0409  PID         -  AW0409
 AW0409  STATE/COUNTY-  TX/HARRIS
 AW0409  USGS QUAD   -  HIGHLANDS (1995)
 AW0409
 AW0409                         *CURRENT SURVEY CONTROL
 AW0409  ___________________________________________________________________
 AW0409* NAD 83(1986)-  29 49 10.     (N)    095 03 25.     (W)     SCALED    
 AW0409* NAVD 88     -        10.588  (meters)      34.74   (feet)  ADJUSTED  
 AW0409  ___________________________________________________________________
 AW0409  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW0409  DYNAMIC HT  -          10.574 (meters)      34.69  (feet)  COMP
 AW0409  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 AW0409
 AW0409  VERT ORDER  -  FIRST     CLASS II
 AW0409
 AW0409.The horizontal coordinates were scaled from a topographic map and have
 AW0409.an estimated accuracy of +/- 6 seconds.
 AW0409
 AW0409.The orthometric height was determined by differential leveling
 AW0409.and adjusted by the National Geodetic Survey in June 1991..
 AW0409
 AW0409.The geoid height was determined by GEOID03.
 AW0409
 AW0409.The dynamic height is computed by dividing the NAVD 88
 AW0409.geopotential number by the normal gravity value computed on the
 AW0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0409.degrees latitude (g = 980.6199 gals.).
 AW0409
 AW0409.The modeled gravity was interpolated from observed gravity values.
 AW0409
 AW0409;                    North         East    Units  Estimated Accuracy
 AW0409;SPC TXSC     - 4,226,540.      981,030.      MT  (+/- 180 meters Scaled)
 AW0409
 AW0409                          SUPERSEDED SURVEY CONTROL
 AW0409
 AW0409  NGVD 29 (12/23/87)   10.586  (m)           34.73   (f) ADJUSTED    1 2
 AW0409
 AW0409.Superseded values are not recommended for survey control.
 AW0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0409.See file dsdata.txt to determine how the superseded data were derived.
 AW0409
 AW0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP012005(NAD 83)
 AW0409_MARKER: DB = BENCH MARK DISK
 AW0409_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0409+WITH SETTING: INTO GROUND
 AW0409_SP_SET: METAL ROD WITH BASE PLATE
 AW0409_STAMPING: C 1201 1973
 AW0409_MARK LOGO: NGS   
 AW0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0409+STABILITY: SURFACE MOTION
 AW0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0409+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0409
 AW0409  HISTORY     - Date     Condition        Report By
 AW0409  HISTORY     - 1973     MONUMENTED       NGS
 AW0409  HISTORY     - 1978     GOOD             NGS
 AW0409  HISTORY     - 1983     GOOD             NGS
 AW0409  HISTORY     - 1986     GOOD             NGS
 AW0409  HISTORY     - 1987     GOOD             USPSQD
 AW0409  HISTORY     - 19940818 GOOD             USPSQD
 AW0409  HISTORY     - 20040317 GOOD             USPSQD
 AW0409
 AW0409                          STATION DESCRIPTION
 AW0409
 AW0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0409'0.75 MI N FROM HIGHLANDS.
 AW0409'ABOUT 0.75 MILE NORTH ALONG CROSBY-LYNCHBURG RD. FROM THE POST OFFICE
 AW0409'AT HIGHLANDS, 186 FEET NORTH OF THE CENTER LINE OF WALLISVILLE RD.,
 AW0409'180 FEET SOUTH OF THE CENTER LINE OF COLLEGE ST., 33 FEET EAST OF THE
 AW0409'CENTER LINE OF FARM ROAD 1200, 27 FEET NORTH OF A PIPE CORNER POST IN
 AW0409'A CHAIN LINK FENCE, 20 FEET NORTH OF POWER POLE 66, NORTH AND BRACED
 AW0409'BY A GUY WIRE SUPPORTING AN ELECTRIC METER, 8.4 FEET EAST OF THE
 AW0409'EASTERN CONCRETE CURB OF FARM ROAD 1200, 1.5 FEET WEST OF A CHAIN LINK
 AW0409'FENCE, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND IS A DISK
 AW0409'ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD 1-INCH
 AW0409'BELOW THE SURFACE OF THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE
 AW0409'FLUSH WITH THE GROUND.
 AW0409
 AW0409                          STATION RECOVERY (1978)
 AW0409
 AW0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0409'RECOVERED IN GOOD CONDITION.
 AW0409
 AW0409                          STATION RECOVERY (1983)
 AW0409
 AW0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0409'RECOVERED IN GOOD CONDITION.
 AW0409
 AW0409                          STATION RECOVERY (1986)
 AW0409
 AW0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0409'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.6 M
 AW0409'(2.0 FT) SOUTHWEST OF A WITNESS POST.  NOTE--FARM ROAD 1200 MENTIONED
 AW0409'IN THE ORIGINAL DESCRIPTION IS NOW FARM ROAD 2100.
 AW0409
 AW0409                          STATION RECOVERY (1987)
 AW0409
 AW0409'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0409'RECOVERED IN GOOD CONDITION.
 AW0409
 AW0409                          STATION RECOVERY (1994)
 AW0409
 AW0409'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0409'RECOVERED IN GOOD CONDITION.
 AW0409
 AW0409                          STATION RECOVERY (2004)
 AW0409
 AW0409'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0380 ***********************************************************************
 BL0380  DESIGNATION -  C 1202
 BL0380  PID         -  BL0380
 BL0380  STATE/COUNTY-  TX/LIBERTY
 BL0380  USGS QUAD   -  LIBERTY (1984)
 BL0380
 BL0380                         *CURRENT SURVEY CONTROL
 BL0380  ___________________________________________________________________
 BL0380* NAD 83(1986)-  30 03 27.     (N)    094 48 19.     (W)     SCALED    
 BL0380* NAVD 88     -         9.795  (meters)      32.14   (feet)  ADJUSTED  
 BL0380  ___________________________________________________________________
 BL0380  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0380  DYNAMIC HT  -           9.782 (meters)      32.09  (feet)  COMP
 BL0380  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 BL0380  OBS GRAVITY -     979,307.4   (mgal)                       GRAV_OBS
 BL0380
 BL0380  VERT ORDER  -  FIRST     CLASS I
 BL0380
 BL0380.The horizontal coordinates were scaled from a topographic map and have
 BL0380.an estimated accuracy of +/- 6 seconds.
 BL0380
 BL0380.The orthometric height was determined by differential leveling
 BL0380.and adjusted by the National Geodetic Survey in June 1991..
 BL0380
 BL0380.The geoid height was determined by GEOID03.
 BL0380
 BL0380.The dynamic height is computed by dividing the NAVD 88
 BL0380.geopotential number by the normal gravity value computed on the
 BL0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0380.degrees latitude (g = 980.6199 gals.).
 BL0380
 BL0380.The modeled gravity was interpolated from observed gravity values.
 BL0380.The observed gravity was obtained from relative gravimeter ties
 BL0380.to the IGSN71 gravity network.
 BL0380
 BL0380;                    North         East    Units  Estimated Accuracy
 BL0380;SPC TX C     - 3,056,570.    1,232,860.      MT  (+/- 180 meters Scaled)
 BL0380
 BL0380                          SUPERSEDED SURVEY CONTROL
 BL0380
 BL0380  NGVD 29 (12/23/87)    9.798  (m)           32.15   (f) ADJUSTED    1 1
 BL0380
 BL0380.Superseded values are not recommended for survey control.
 BL0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0380.See file dsdata.txt to determine how the superseded data were derived.
 BL0380
 BL0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP259265(NAD 83)
 BL0380_MARKER: DB = BENCH MARK DISK
 BL0380_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0380_SP_SET: COPPER-CLAD STEEL ROD
 BL0380_STAMPING: C 1202 1972
 BL0380_MARK LOGO: NGS   
 BL0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0380+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2004
 BL0380
 BL0380  HISTORY     - Date     Condition        Report By
 BL0380  HISTORY     - 1972     MONUMENTED       NGS
 BL0380  HISTORY     - 1973     GOOD             NGS
 BL0380  HISTORY     - 1987     GOOD             NGS
 BL0380  HISTORY     - 1988     GOOD             USPSQD
 BL0380  HISTORY     - 1989     GOOD             USPSQD
 BL0380  HISTORY     - 1990     GOOD             USPSQD
 BL0380  HISTORY     - 19960801 GOOD             USPSQD
 BL0380  HISTORY     - 20031004 GOOD             USPSQD
 BL0380  HISTORY     - 20041003 GOOD             USPSQD
 BL0380
 BL0380                          STATION DESCRIPTION
 BL0380
 BL0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0380'IN LIBERTY.
 BL0380'AT LIBERTY, ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE EAST
 BL0380'JUNCTION OF STATE HIGHWAY 146, THENCE ABOUT 0.1 MILE NORTH ALONG
 BL0380'LOUISIANA STREET, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 BL0380'COMMERCE AVENUE, 77 1/2 FEET EAST OF THE EAST CURBLINE OF LOUISIANA
 BL0380'STREET, 29 FEET SOUTH OF THE CENTER LINE OF COMMERCE AVENUE, AT THE
 BL0380'NORTHWEST CORNER OF A CHAIN LINK FENCE FOR THE STORAGE YARD OF THE
 BL0380'PESCO PRODUCTION EQUIPMENT SUPPLY COMPANY, 4 1/2 FEET EAST OF A POWER
 BL0380'LINE POLE, 4.3 FEET NORTHEAST OF THE FENCE CORNER, 1 FOOT WEST OF A
 BL0380'METAL WITNESS POST, ABOUT LEVEL WITH THE AVENUE AND IS A DISK ON TOP
 BL0380'OF A 5/8-INCH COPPER COATED STEEL ROD PROJECTING 0.1 FOOT AND
 BL0380'PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 0.3 FOOT.  THE ROD WAS
 BL0380'DRIVEN TO A DEPTH OF 56 FEET.  ALSO ABOUT 0.6 MILE WEST ALONG COMMERCE
 BL0380'AVENUE FROM THE SOUTHERN PACIFIC RAILROAD STATION.  NOTE-- THE MARK
 BL0380'SETTER REPORTED THE RODS DROVE EASY FOR THE FIRST 40-FEET AND THEN
 BL0380'BECAME MORE DIFFICULT TO DRIVE WITH REFUSAL AT 56 FEET.
 BL0380
 BL0380                          STATION RECOVERY (1987)
 BL0380
 BL0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0380'RECOVERED IN GOOD CONDITION.
 BL0380
 BL0380                          STATION RECOVERY (1988)
 BL0380
 BL0380'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0380'RECOVERED IN GOOD CONDITION.
 BL0380
 BL0380                          STATION RECOVERY (1989)
 BL0380
 BL0380'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0380'RECOVERED IN GOOD CONDITION.
 BL0380
 BL0380                          STATION RECOVERY (1990)
 BL0380
 BL0380'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0380'RECOVERED IN GOOD CONDITION.
 BL0380
 BL0380                          STATION RECOVERY (1996)
 BL0380
 BL0380'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0380'RECOVERED IN GOOD CONDITION.
 BL0380
 BL0380                          STATION RECOVERY (2003)
 BL0380
 BL0380'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0380'RECOVERED IN GOOD CONDITION.
 BL0380
 BL0380                          STATION RECOVERY (2004)
 BL0380
 BL0380'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0214 ***********************************************************************
 AW0214  DESIGNATION -  C 1203
 AW0214  PID         -  AW0214
 AW0214  STATE/COUNTY-  TX/HARRIS
 AW0214  USGS QUAD   -  SETTEGAST (1995)
 AW0214
 AW0214                         *CURRENT SURVEY CONTROL
 AW0214  ___________________________________________________________________
 AW0214* NAD 83(1986)-  29 46 11.     (N)    095 20 55.     (W)     SCALED    
 AW0214* NAVD 88     -        13.518  (meters)      44.35   (feet)  ADJUSTED  
 AW0214  ___________________________________________________________________
 AW0214  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW0214  DYNAMIC HT  -          13.500 (meters)      44.29  (feet)  COMP
 AW0214  MODELED GRAV-     979,286.1   (mgal)                       NAVD 88
 AW0214
 AW0214  VERT ORDER  -  FIRST     CLASS I
 AW0214
 AW0214.The horizontal coordinates were scaled from a topographic map and have
 AW0214.an estimated accuracy of +/- 6 seconds.
 AW0214
 AW0214.The orthometric height was determined by differential leveling
 AW0214.and adjusted by the National Geodetic Survey in July 2002..
 AW0214
 AW0214.The geoid height was determined by GEOID03.
 AW0214
 AW0214.The dynamic height is computed by dividing the NAVD 88
 AW0214.geopotential number by the normal gravity value computed on the
 AW0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0214.degrees latitude (g = 980.6199 gals.).
 AW0214
 AW0214.The modeled gravity was interpolated from observed gravity values.
 AW0214
 AW0214;                    North         East    Units  Estimated Accuracy
 AW0214;SPC TXSC     - 4,220,120.      953,020.      MT  (+/- 180 meters Scaled)
 AW0214
 AW0214                          SUPERSEDED SURVEY CONTROL
 AW0214
 AW0214  NAVD 88 (06/15/91)   13.570  (m)           44.52   (f) UNKNOWN     1 1
 AW0214  NGVD 29 (12/23/87)   13.567  (m)           44.51   (f) ADJUSTED    1 1
 AW0214
 AW0214.Superseded values are not recommended for survey control.
 AW0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0214.See file dsdata.txt to determine how the superseded data were derived.
 AW0214
 AW0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN729955(NAD 83)
 AW0214_MARKER: DV = VERTICAL CONTROL DISK
 AW0214_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0214_SP_SET: COPPER-CLAD STEEL ROD
 AW0214_STAMPING: C 1203 1973
 AW0214_MARK LOGO: NGS   
 AW0214_PROJECTION: FLUSH
 AW0214_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0214+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0214_ROD/PIPE-DEPTH: 7.3  meters
 AW0214
 AW0214  HISTORY     - Date     Condition        Report By
 AW0214  HISTORY     - 1973     MONUMENTED       NGS
 AW0214  HISTORY     - 1978     GOOD             NGS
 AW0214  HISTORY     - 1978     GOOD             NGS
 AW0214  HISTORY     - 1983     GOOD             NGS
 AW0214  HISTORY     - 1986     GOOD             NGS
 AW0214  HISTORY     - 19960204 GOOD             NGS
 AW0214
 AW0214                          STATION DESCRIPTION
 AW0214
 AW0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0214'1.15 MI NE FROM HOUSTON.
 AW0214'ABOUT 1.15 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AW0214'THE SOUTHERN PACIFIC RAILROAD STATION, AT THE I-10 UNDERPASS, 37 1/2
 AW0214'FEET NORTH OF THE CENTER LINE OF ROTHWELL ST., 31 1/2 FEET WEST OF THE
 AW0214'WEST RAIL, 24.4 FEET SOUTHWEST OF THE SOUTH CONCRETE CORNER OF THE
 AW0214'I-10 BRIDGE UNDERPASS, 10.3 FEET WEST OF THE WEST CORNER OF A
 AW0214'1/2-FOOT-BY-2-FEET CONCRETE FOUNDATION OF A SWITCH BOX, 1 1/2 FEET
 AW0214'SOUTHEAST OF A CHAIN LINK FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS
 AW0214'POST, ABOUT 1/2-FOOT BELOW THE LEVEL OF THE RAIL, AND SET ON TOP OF A
 AW0214'5/8-INCH COPPER COATED STEEL ROD AND PROTECTED BY A 6-INCH METAL PIPE
 AW0214'WHICH PROJECTS 0.8 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 AW0214
 AW0214                          STATION RECOVERY (1978)
 AW0214
 AW0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0214'RECOVERED IN GOOD CONDITION.
 AW0214
 AW0214                          STATION RECOVERY (1978)
 AW0214
 AW0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0214'RECOVERED IN GOOD CONDITION.
 AW0214
 AW0214                          STATION RECOVERY (1983)
 AW0214
 AW0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0214'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0214'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0214'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0214'SOUTHERN PACIFIC RAILROAD, THENCE 1.2 KM (0.75 MI) NORTHEAST ALONG THE
 AW0214'RAILROAD, AT THE INTERSTATE HIGHWAY 10 UNDERPASS, 11.43 METERS
 AW0214'(37.5 FT) NORTH OF THE CENTERLINE OF ROTHWELL STREET, 9.60 METERS
 AW0214'(31.5 FT) WEST OF THE WEST RAIL OF THE TRACKS, 7.44 METERS (24.4 FT)
 AW0214'SOUTHWEST OF THE SOUTHWEST CORNER OF THE UNDERPASS, 2.13 METERS
 AW0214'(7.0 FT) NORTH-NORTHEAST OF A CHAIN LINK FENCE CORNER POST, AND
 AW0214'0.46 METERS (1.5 FT) EAST OF A CHAIN LINK FENCE.
 AW0214'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AW0214'THE MARK IS ABOVE LEVEL WITH GROUND.
 AW0214
 AW0214                          STATION RECOVERY (1986)
 AW0214
 AW0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0214'RECOVERED IN GOOD CONDITION.
 AW0214
 AW0214                          STATION RECOVERY (1996)
 AW0214
 AW0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0214'IN HOUSTON, AT THE INTERSECTION OF ROTHWELL STREET AND THE HOUSTON
 AW0214'BELT TERMINAL RAILROAD (MAURY STREET) , 11.7 M (38.4 FT) NORTH OF THE
 AW0214'STREET CENTER, 10.4 M (34.1 FT) WEST OF THE NEAR RAIL, 7.4 M (24.3 FT)
 AW0214'WEST OF THE SOUTHWEST CORNER OF THE RAILROAD OVERPASS OF INTERSTATE
 AW0214'HIGHWAY 10, 5.3 M (17.4 FT) NORTHWEST OF A RAILROAD SIGNAL CONTROL
 AW0214'BOX, 2.5 M (8.2 FT) NORTH OF THE NORTH EDGE OF THE FOOTING FOR UTILITY
 AW0214'POLE NUMBER 24344, 2.2 M (7.2 FT) NORTH OF THE NORTH CORNER OF A
 AW0214'CHAIN-LINK FENCE, 1.1 M (3.6 FT) NORTHWEST OF A WITNESS POST, 0.6 M
 AW0214'(2.0 FT) SOUTH OF A FENCE, 0.6 M (2.0 FT) EAST OF A FENCE, AND 0.4 M
 AW0214'(1.3 FT) BELOW THE LEVEL OF THE TRACK.  NOTE--THE DISK IS ENCASED IN A
 AW0214'6-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1590 ***********************************************************************
 AW1590  DESIGNATION -  C 1204
 AW1590  PID         -  AW1590
 AW1590  STATE/COUNTY-  TX/GALVESTON
 AW1590  USGS QUAD   -  TEXAS CITY (1994)
 AW1590
 AW1590                         *CURRENT SURVEY CONTROL
 AW1590  ___________________________________________________________________
 AW1590* NAD 83(1986)-  29 29 51.     (N)    094 59 43.     (W)     SCALED    
 AW1590* NAVD 88     -         3.798  (meters)      12.46   (feet)  ADJUSTED  
 AW1590  ___________________________________________________________________
 AW1590  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW1590  DYNAMIC HT  -           3.793 (meters)      12.44  (feet)  COMP
 AW1590  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 AW1590
 AW1590  VERT ORDER  -  FIRST     CLASS II
 AW1590
 AW1590.The horizontal coordinates were scaled from a topographic map and have
 AW1590.an estimated accuracy of +/- 6 seconds.
 AW1590
 AW1590.The orthometric height was determined by differential leveling
 AW1590.and adjusted by the National Geodetic Survey in June 1991..
 AW1590
 AW1590.The geoid height was determined by GEOID03.
 AW1590
 AW1590.The dynamic height is computed by dividing the NAVD 88
 AW1590.geopotential number by the normal gravity value computed on the
 AW1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1590.degrees latitude (g = 980.6199 gals.).
 AW1590
 AW1590.The modeled gravity was interpolated from observed gravity values.
 AW1590
 AW1590;                    North         East    Units  Estimated Accuracy
 AW1590;SPC TXSC     - 4,191,080.      988,210.      MT  (+/- 180 meters Scaled)
 AW1590
 AW1590                          SUPERSEDED SURVEY CONTROL
 AW1590
 AW1590  NGVD 29 (12/23/87)    3.795  (m)           12.45   (f) ADJUSTED    1 2
 AW1590
 AW1590.Superseded values are not recommended for survey control.
 AW1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1590.See file dsdata.txt to determine how the superseded data were derived.
 AW1590
 AW1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN065647(NAD 83)
 AW1590_MARKER: DB = BENCH MARK DISK
 AW1590_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW1590_SP_SET: FOOTING OF STEEL TOWER
 AW1590_STAMPING: C 1204 1973
 AW1590_MARK LOGO: NGS   
 AW1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1590+STABILITY: SURFACE MOTION
 AW1590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1590+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 AW1590
 AW1590  HISTORY     - Date     Condition        Report By
 AW1590  HISTORY     - 1973     MONUMENTED       NGS
 AW1590  HISTORY     - 1978     GOOD             NGS
 AW1590  HISTORY     - 1983     GOOD             NGS
 AW1590  HISTORY     - 1987     GOOD             USPSQD
 AW1590  HISTORY     - 1987     GOOD             USPSQD
 AW1590  HISTORY     - 1987     GOOD             NGS
 AW1590  HISTORY     - 1989     GOOD             USPSQD
 AW1590  HISTORY     - 1989     GOOD             USPSQD
 AW1590  HISTORY     - 1989     GOOD             USPSQD
 AW1590  HISTORY     - 1989     GOOD             USPSQD
 AW1590  HISTORY     - 1990     GOOD             USPSQD
 AW1590  HISTORY     - 1990     GOOD             USPSQD
 AW1590  HISTORY     - 19940423 GOOD             USPSQD
 AW1590  HISTORY     - 20040203 GOOD             USPSQD
 AW1590  HISTORY     - 20050630 GOOD             USPSQD
 AW1590
 AW1590                          STATION DESCRIPTION
 AW1590
 AW1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1590'3.45 MI SE FROM KEMAH.
 AW1590'ABOUT 3.45 MILES SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE
 AW1590'AT KEMAH, ABOUT 182 FEET SOUTHWEST OF AND ACROSS FROM THE SOUTHERN
 AW1590'PACIFIC RAILROAD FROM THE CENTER  LINE OF THE HIGHWAY, 87 FEET
 AW1590'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 83 FEET SOUTH EAST OF
 AW1590'THE CENTER LINE OF FARM ROAD 517, AT THE TALLEST AND MOST NORTH
 AW1590'EASTERNLY ONE OF FOUR STEEL POWER LINE TOWERS, SET IN THE TOP OF THE
 AW1590'NORTH SIDE OF THE CONCRETE FOOTING OF THE NORTH STEEL LEG OF THE
 AW1590'TOWER, AND ABOUT 6 INCHES BELOW THE LEVEL OF THE GROUND.
 AW1590
 AW1590                          STATION RECOVERY (1978)
 AW1590
 AW1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1590'NOTE=THE POST OFFICE IS NOW 0.4 MILE SOUTHEAST.
 AW1590
 AW1590                          STATION RECOVERY (1983)
 AW1590
 AW1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1590'RECOVERED IN GOOD CONDITION.  NOTE, FARM ROAD 517 IS NOW FARM
 AW1590'ROAD 3646.
 AW1590
 AW1590                          STATION RECOVERY (1987)
 AW1590
 AW1590'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1590'RECOVERED IN GOOD CONDITION.
 AW1590
 AW1590                          STATION RECOVERY (1987)
 AW1590
 AW1590'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1590'RECOVERED IN GOOD CONDITION.
 AW1590
 AW1590                          STATION RECOVERY (1987)
 AW1590
 AW1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1590'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW1590'REACH SHOULD READ--4.9 KM (3.05 MI) SOUTHEAST ALONG STATE HIGHWAY 146
 AW1590'FROM THE POST OFFICE IN KEMAH TO THE INTERSECTION OF FARM ROAD 646 TO
 AW1590'THE MARK ON THE RIGHT, AND THE MARK NOW PROJECTS 5 CM ABOVE THE LEVEL
 AW1590'IF THE GROUND.
 AW1590
 AW1590                          STATION RECOVERY (1989)
 AW1590
 AW1590'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1590'RECOVERED IN GOOD CONDITION.
 AW1590
 AW1590                          STATION RECOVERY (1989)
 AW1590
 AW1590'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1590'RECOVERED IN GOOD CONDITION.
 AW1590
 AW1590                          STATION RECOVERY (1989)
 AW1590
 AW1590'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1590'RECOVERED IN GOOD CONDITION.
 AW1590
 AW1590                          STATION RECOVERY (1989)
 AW1590
 AW1590'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1590'RECOVERED IN GOOD CONDITION.
 AW1590
 AW1590                          STATION RECOVERY (1990)
 AW1590
 AW1590'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1590'RECOVERED IN GOOD CONDITION.
 AW1590
 AW1590                          STATION RECOVERY (1990)
 AW1590
 AW1590'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1590'RECOVERED IN GOOD CONDITION.
 AW1590
 AW1590                          STATION RECOVERY (1994)
 AW1590
 AW1590'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1590'RECOVERED IN GOOD CONDITION.
 AW1590
 AW1590                          STATION RECOVERY (2004)
 AW1590
 AW1590'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1590'THE MARK IS 83 FEET SOUTH EAST OF FM 646.
 AW1590'GO TO N29 29.854  W094 59.716
 AW1590' 
 AW1590
 AW1590                          STATION RECOVERY (2005)
 AW1590
 AW1590'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1590'GO TO N29 29 53.9 W0940 59 43.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1516 ***********************************************************************
 AW1516  DESIGNATION -  C 1205
 AW1516  PID         -  AW1516
 AW1516  STATE/COUNTY-  TX/HARRIS
 AW1516  USGS QUAD   -  MORGANS POINT (1993)
 AW1516
 AW1516                         *CURRENT SURVEY CONTROL
 AW1516  ___________________________________________________________________
 AW1516* NAD 83(1986)-  29 43 45.     (N)    094 57 30.     (W)     SCALED    
 AW1516* NAVD 88     -         7.857  (meters)      25.78   (feet)  ADJUSTED  
 AW1516  ___________________________________________________________________
 AW1516  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW1516  DYNAMIC HT  -           7.847 (meters)      25.74  (feet)  COMP
 AW1516  MODELED GRAV-     979,285.6   (mgal)                       NAVD 88
 AW1516  OBS GRAVITY -     979,284.9   (mgal)                       GRAV_OBS
 AW1516
 AW1516  VERT ORDER  -  FIRST     CLASS II
 AW1516
 AW1516.The horizontal coordinates were scaled from a topographic map and have
 AW1516.an estimated accuracy of +/- 6 seconds.
 AW1516
 AW1516.The orthometric height was determined by differential leveling
 AW1516.and adjusted by the National Geodetic Survey in June 1991..
 AW1516
 AW1516.The geoid height was determined by GEOID03.
 AW1516
 AW1516.The dynamic height is computed by dividing the NAVD 88
 AW1516.geopotential number by the normal gravity value computed on the
 AW1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1516.degrees latitude (g = 980.6199 gals.).
 AW1516
 AW1516.The modeled gravity was interpolated from observed gravity values.
 AW1516.The observed gravity was obtained from relative gravimeter ties
 AW1516.to the IGSN71 gravity network.
 AW1516
 AW1516;                    North         East    Units  Estimated Accuracy
 AW1516;SPC TXSC     - 4,216,870.      990,900.      MT  (+/- 180 meters Scaled)
 AW1516
 AW1516                          SUPERSEDED SURVEY CONTROL
 AW1516
 AW1516  NGVD 29 (12/23/87)    7.855  (m)           25.77   (f) ADJUSTED    1 2
 AW1516
 AW1516.Superseded values are not recommended for survey control.
 AW1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1516.See file dsdata.txt to determine how the superseded data were derived.
 AW1516
 AW1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN105903(NAD 83)
 AW1516_MARKER: DB = BENCH MARK DISK
 AW1516_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1516+WITH SETTING: PAVEMENT
 AW1516_SP_SET: TRAFFIC SIGNAL POLE BASE
 AW1516_STAMPING: C 1205 1973
 AW1516_MARK LOGO: NGS   
 AW1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1516+STABILITY: SURFACE MOTION
 AW1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1516+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 AW1516
 AW1516  HISTORY     - Date     Condition        Report By
 AW1516  HISTORY     - 1973     MONUMENTED       NGS
 AW1516  HISTORY     - 1978     GOOD             NGS
 AW1516  HISTORY     - 1987     GOOD             USPSQD
 AW1516  HISTORY     - 1987     GOOD             NGS
 AW1516  HISTORY     - 1988     GOOD             USPSQD
 AW1516  HISTORY     - 1989     GOOD             USPSQD
 AW1516  HISTORY     - 1989     GOOD             USPSQD
 AW1516  HISTORY     - 19981017 GOOD             USPSQD
 AW1516  HISTORY     - 20040220 GOOD             USPSQD
 AW1516  HISTORY     - 20050228 GOOD             USPSQD
 AW1516
 AW1516                          STATION DESCRIPTION
 AW1516
 AW1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1516'IN BAYTOWN.
 AW1516'AT BAYTOWN, AT THE INTERSECTION OF EAST TEXAS AVE. AND HIGHWAY 146,
 AW1516'ABOUT 38 FEET NORTH OF THE EXTENDED CENTER LINE OF EAST TEXAS AVE., 25
 AW1516'FEET WEST OF THE CENTER OF THE LANES OF NORTH HIGHWAY 146, SET IN THE
 AW1516'CONCRETE BASE OF A STEEL POWER POLE SUPPORTING A SIGNAL IN THE MEDIAN
 AW1516'STRIP DIVIDING HIGHWAY 146, ON THE EAST SIDE OF THE CONCRETE BASE, AND
 AW1516'ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 AW1516
 AW1516                          STATION RECOVERY (1978)
 AW1516
 AW1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1516'RECOVERED IN GOOD CONDITION.
 AW1516
 AW1516                          STATION RECOVERY (1987)
 AW1516
 AW1516'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1516'RECOVERED IN GOOD CONDITION.
 AW1516
 AW1516                          STATION RECOVERY (1987)
 AW1516
 AW1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1516'RECOVERED IN GOOD CONDITION.
 AW1516
 AW1516                          STATION RECOVERY (1988)
 AW1516
 AW1516'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1516'RECOVERED IN GOOD CONDITION.
 AW1516
 AW1516                          STATION RECOVERY (1989)
 AW1516
 AW1516'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1516'RECOVERED IN GOOD CONDITION.
 AW1516
 AW1516                          STATION RECOVERY (1989)
 AW1516
 AW1516'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1516'RECOVERED IN GOOD CONDITION.
 AW1516
 AW1516                          STATION RECOVERY (1998)
 AW1516
 AW1516'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1516'RECOVERED IN GOOD CONDITION.
 AW1516
 AW1516                          STATION RECOVERY (2004)
 AW1516
 AW1516'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW1516'RECOVERED IN GOOD CONDITION.
 AW1516
 AW1516                          STATION RECOVERY (2005)
 AW1516
 AW1516'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AW1516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0030 ***********************************************************************
 AN0030  DESIGNATION -  C 1206
 AN0030  PID         -  AN0030
 AN0030  STATE/COUNTY-  TX/MATAGORDA
 AN0030  USGS QUAD   -  BLESSING (1995)
 AN0030
 AN0030                         *CURRENT SURVEY CONTROL
 AN0030  ___________________________________________________________________
 AN0030* NAD 83(1986)-  28 52 19.     (N)    096 13 57.     (W)     SCALED    
 AN0030* NAVD 88     -        11.34   (+/-2cm)      37.2    (feet)  VERTCON   
 AN0030  ___________________________________________________________________
 AN0030  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN0030
 AN0030  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0030
 AN0030.The horizontal coordinates were scaled from a topographic map and have
 AN0030.an estimated accuracy of +/- 6 seconds.
 AN0030
 AN0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0030.The vertical order pertains to the NGVD 29 superseded value.
 AN0030
 AN0030.The geoid height was determined by GEOID03.
 AN0030
 AN0030;                    North         East    Units  Estimated Accuracy
 AN0030;SPC TXSC     - 4,118,300.      869,940.      MT  (+/- 180 meters Scaled)
 AN0030
 AN0030                          SUPERSEDED SURVEY CONTROL
 AN0030
 AN0030  NGVD 29 (??/??/92)   11.387  (m)           37.36   (f) ADJ UNCH    1 1
 AN0030
 AN0030.Superseded values are not recommended for survey control.
 AN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0030.See file dsdata.txt to determine how the superseded data were derived.
 AN0030
 AN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS699969(NAD 83)
 AN0030_MARKER: DB = BENCH MARK DISK
 AN0030_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0030_SP_SET: 30 FT.
 AN0030_STAMPING: C 1206 1972
 AN0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0030
 AN0030  HISTORY     - Date     Condition        Report By
 AN0030  HISTORY     - 1972     MONUMENTED       NGS
 AN0030  HISTORY     - 1978     GOOD             NGS
 AN0030
 AN0030                          STATION DESCRIPTION
 AN0030
 AN0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0030'0.9 MI W FROM BLESSING.
 AN0030'0.9 MILE WEST ALONG FARM-TO-MARKET ROAD 616 FROM THE CITY WATER TOWER
 AN0030'AT BLESSING, AT THE JUNCTION OF AN ASPHALT ROAD SOUTH, ABOUT 1 POLE
 AN0030'WEST AND ACROSS THE MISSOURI PACIFIC RAILROAD FROM RAILROAD MILEPOLE
 AN0030'264, 42 FEET NORTH OF THE CENTER LINE OF ROAD 616, 26 FEET WEST OF THE
 AN0030'EXTENDED CENTER LINE OF THE ROAD SOUTH, 80 1/2 FEET NORTH AND ACROSS
 AN0030'THE ROAD FROM JUNCTION POWER POLE E 1016, 1 1/2 FEET EAST OF A
 AN0030'TELEPHONE POLE WITH THREE GUY WIRES, 5.5 FEET SOUTH OF A FENCE, 2.4
 AN0030'FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, A
 AN0030'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL
 AN0030'REFUSAL AT A DEPTH OF 30 FEET.  THE UPPER PORTION OF THE ROD IS
 AN0030'ENCASED IN A CONCRETE POST FLUSH WITH THE GROUND.
 AN0030
 AN0030                          STATION RECOVERY (1978)
 AN0030
 AN0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0016 ***********************************************************************
 AN0016  DESIGNATION -  C 1207
 AN0016  PID         -  AN0016
 AN0016  STATE/COUNTY-  TX/JACKSON
 AN0016  USGS QUAD   -  FRANCITAS (1995)
 AN0016
 AN0016                         *CURRENT SURVEY CONTROL
 AN0016  ___________________________________________________________________
 AN0016* NAD 83(1986)-  28 51 24.     (N)    096 22 05.     (W)     SCALED    
 AN0016* NAVD 88     -         9.71   (+/-2cm)      31.9    (feet)  VERTCON   
 AN0016  ___________________________________________________________________
 AN0016  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN0016
 AN0016  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0016
 AN0016.The horizontal coordinates were scaled from a topographic map and have
 AN0016.an estimated accuracy of +/- 6 seconds.
 AN0016
 AN0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0016.The vertical order pertains to the NGVD 29 superseded value.
 AN0016
 AN0016.The geoid height was determined by GEOID03.
 AN0016
 AN0016;                    North         East    Units  Estimated Accuracy
 AN0016;SPC TXSC     - 4,116,300.      856,760.      MT  (+/- 180 meters Scaled)
 AN0016
 AN0016                          SUPERSEDED SURVEY CONTROL
 AN0016
 AN0016  NGVD 29 (??/??/92)    9.768  (m)           32.05   (f) ADJ UNCH    1 1
 AN0016
 AN0016.Superseded values are not recommended for survey control.
 AN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0016.See file dsdata.txt to determine how the superseded data were derived.
 AN0016
 AN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS567949(NAD 83)
 AN0016_MARKER: DB = BENCH MARK DISK
 AN0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0016_SP_SET: CULVERT
 AN0016_STAMPING: C 1207 1972
 AN0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0016
 AN0016  HISTORY     - Date     Condition        Report By
 AN0016  HISTORY     - 1972     MONUMENTED       NGS
 AN0016  HISTORY     - 1978     GOOD             NGS
 AN0016
 AN0016                          STATION DESCRIPTION
 AN0016
 AN0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0016'6.0 MI E FROM LA WARD.
 AN0016'6.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0016'OF STATE HIGHWAY 172 AT LA WARD, OPPOSITE RAILROAD BRIDGE 255.5, IN
 AN0016'THE TOP OF THE SOUTH CONCRETE HEAD WALL OF A 4- BY 5-FOOT CONCRETE BOX
 AN0016'CULVERT UNDER FARM-TO-MARKET ROAD 616, 20 1/2 FEET SOUTH OF THE CENTER
 AN0016'LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 AN0016
 AN0016                          STATION RECOVERY (1978)
 AN0016
 AN0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0191 ***********************************************************************
 AW0191  DESIGNATION -  C 1208
 AW0191  PID         -  AW0191
 AW0191  STATE/COUNTY-  TX/HARRIS
 AW0191  USGS QUAD   -  PARK PLACE (1995)
 AW0191
 AW0191                         *CURRENT SURVEY CONTROL
 AW0191  ___________________________________________________________________
 AW0191* NAD 83(1986)-  29 41 30.     (N)    095 19 33.     (W)     SCALED    
 AW0191* NAVD 88     -        11.885  (meters)      38.99   (feet)  ADJUSTED  
 AW0191  ___________________________________________________________________
 AW0191  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW0191  DYNAMIC HT  -          11.869 (meters)      38.94  (feet)  COMP
 AW0191  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 AW0191
 AW0191  VERT ORDER  -  FIRST     CLASS I
 AW0191
 AW0191.The horizontal coordinates were scaled from a topographic map and have
 AW0191.an estimated accuracy of +/- 6 seconds.
 AW0191
 AW0191.The orthometric height was determined by differential leveling
 AW0191.and adjusted by the National Geodetic Survey in June 1991..
 AW0191
 AW0191.The geoid height was determined by GEOID03.
 AW0191
 AW0191.The dynamic height is computed by dividing the NAVD 88
 AW0191.geopotential number by the normal gravity value computed on the
 AW0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0191.degrees latitude (g = 980.6199 gals.).
 AW0191
 AW0191.The modeled gravity was interpolated from observed gravity values.
 AW0191
 AW0191;                    North         East    Units  Estimated Accuracy
 AW0191;SPC TXSC     - 4,211,540.      955,500.      MT  (+/- 180 meters Scaled)
 AW0191
 AW0191                          SUPERSEDED SURVEY CONTROL
 AW0191
 AW0191  NGVD 29 (12/23/87)   11.882  (m)           38.98   (f) ADJUSTED    1 1
 AW0191
 AW0191.Superseded values are not recommended for survey control.
 AW0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0191.See file dsdata.txt to determine how the superseded data were derived.
 AW0191
 AW0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN749868(NAD 83)
 AW0191_MARKER: DB = BENCH MARK DISK
 AW0191_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0191_SP_SET: PIER
 AW0191_STAMPING: C 1208 1973
 AW0191_MARK LOGO: NGS   
 AW0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0191+STABILITY: POSITION/ELEVATION WELL
 AW0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0191+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW0191
 AW0191  HISTORY     - Date     Condition        Report By
 AW0191  HISTORY     - 1973     MONUMENTED       NGS
 AW0191  HISTORY     - 1978     GOOD             NGS
 AW0191  HISTORY     - 1978     GOOD             NGS
 AW0191  HISTORY     - 1986     GOOD             NGS
 AW0191  HISTORY     - 1987     GOOD             USPSQD
 AW0191  HISTORY     - 1987     GOOD             USPSQD
 AW0191  HISTORY     - 1987     GOOD             USPSQD
 AW0191  HISTORY     - 1988     GOOD             USPSQD
 AW0191  HISTORY     - 1988     GOOD             USPSQD
 AW0191  HISTORY     - 1989     GOOD             USPSQD
 AW0191  HISTORY     - 1989     GOOD             USPSQD
 AW0191  HISTORY     - 1989     GOOD             USPSQD
 AW0191  HISTORY     - 1989     GOOD             USPSQD
 AW0191  HISTORY     - 1989     GOOD             USPSQD
 AW0191  HISTORY     - 1989     GOOD             USPSQD
 AW0191  HISTORY     - 1990     GOOD             USPSQD
 AW0191  HISTORY     - 19950624 GOOD             USPSQD
 AW0191  HISTORY     - 20050217 GOOD             USPSQD
 AW0191
 AW0191                          STATION DESCRIPTION
 AW0191
 AW0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0191'IN HOUSTON.
 AW0191'AT HOUSTON, AT THE INTERSTATE HIGHWAY 610 SOUTH LOOP OVERPASS OVER THE
 AW0191'ATCHISON, TOPEKA AND SANTA FE RAILROAD AND MYKAWA ROAD, 0.2 MILE SOUTH
 AW0191'OF THE INTERSECTION OF GRIGGS AND MYKAWA ROADS, SET VERTICALLY IN THE
 AW0191'EAST FACE OF THE SOUTH ONE OF A ROW OF PILLARS BETWEEN THE ROAD AND
 AW0191'THE RAILROAD, 32 FEET WEST OF THE WEST RAIL, 19.1 FEET EAST OF THE
 AW0191'EAST CURB OF THE STREET, 2.7 FEET ABOVE THE GROUND, AND ABOUT LEVEL
 AW0191'WITH THE TRACK.
 AW0191
 AW0191                          STATION RECOVERY (1978)
 AW0191
 AW0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1978)
 AW0191
 AW0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1986)
 AW0191
 AW0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1987)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1987)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1987)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1988)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1988)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1989)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1989)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1989)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1989)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1989)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1989)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1990)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (1995)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0191'RECOVERED IN GOOD CONDITION.
 AW0191
 AW0191                          STATION RECOVERY (2005)
 AW0191
 AW0191'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0531 ***********************************************************************
 AW0531  DESIGNATION -  C 1209
 AW0531  PID         -  AW0531
 AW0531  STATE/COUNTY-  TX/BRAZORIA
 AW0531  USGS QUAD   -  LIVERPOOL (1963)
 AW0531
 AW0531                         *CURRENT SURVEY CONTROL
 AW0531  ___________________________________________________________________
 AW0531* NAD 83(1986)-  29 17 44.     (N)    095 16 46.     (W)     SCALED    
 AW0531* NAVD 88     -         5.86   (+/-2cm)      19.2    (feet)  VERTCON   
 AW0531  ___________________________________________________________________
 AW0531  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW0531
 AW0531  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0531
 AW0531.The horizontal coordinates were scaled from a topographic map and have
 AW0531.an estimated accuracy of +/- 6 seconds.
 AW0531
 AW0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0531.The vertical order pertains to the NGVD 29 superseded value.
 AW0531
 AW0531.The geoid height was determined by GEOID03.
 AW0531
 AW0531;                    North         East    Units  Estimated Accuracy
 AW0531;SPC TXSC     - 4,167,800.      961,380.      MT  (+/- 180 meters Scaled)
 AW0531
 AW0531                          SUPERSEDED SURVEY CONTROL
 AW0531
 AW0531  NGVD 29 (??/??/92)    5.861  (m)           19.23   (f) ADJ UNCH    1 1
 AW0531
 AW0531.Superseded values are not recommended for survey control.
 AW0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0531.See file dsdata.txt to determine how the superseded data were derived.
 AW0531
 AW0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN785428(NAD 83)
 AW0531_MARKER: DB = BENCH MARK DISK
 AW0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0531_STAMPING: C 1209 1973
 AW0531_MARK LOGO: NGS   
 AW0531_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0531+STABILITY: SURFACE MOTION
 AW0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0531+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0531
 AW0531  HISTORY     - Date     Condition        Report By
 AW0531  HISTORY     - 1973     MONUMENTED       NGS
 AW0531  HISTORY     - 1978     GOOD             NGS
 AW0531  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0531  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0531  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0531  HISTORY     - 19991027 GOOD             NGS
 AW0531  HISTORY     - 20040319 GOOD             USPSQD
 AW0531
 AW0531                          STATION DESCRIPTION
 AW0531
 AW0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0531'IN LIVERPOOL.
 AW0531'AT LIVERPOOL, ALONG THE MISSOURI PACIFIC RAILROAD AT THE CROSSING OF
 AW0531'MAIN STREET, 69.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 AW0531'TRACK, 41 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET, 102.5
 AW0531'FEET NORTH OF THE NORTH CORNER OF A BRICK GARAGE ATTACHED TO A BRICK
 AW0531'HOUSE AT 2210 MAIN STREET, 31.45 FEET NORTH-NORTHWEST OF LIVERPOOL
 AW0531'R.M. 2, 1 1/2 FEET NORTHWEST OF A POWER POLE BEARING A STREET LIGHT,
 AW0531'1.0 FOOT NORTHEAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE
 AW0531'TRACK, ABOUT 1 1/2 FEET LOWER THAN THE STREET, A DISK ON THE TOP OF A
 AW0531'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 20
 AW0531'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 AW0531'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW0531
 AW0531                          STATION RECOVERY (1978)
 AW0531
 AW0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0531'RECOVERED IN GOOD CONDITION.
 AW0531
 AW0531                          STATION RECOVERY (1987)
 AW0531
 AW0531'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0531'MARK NOT FOUND.
 AW0531
 AW0531                          STATION RECOVERY (1987)
 AW0531
 AW0531'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW0531'MARK NOT FOUND.
 AW0531
 AW0531                          STATION RECOVERY (1990)
 AW0531
 AW0531'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW0531'MARK NOT FOUND.
 AW0531
 AW0531                          STATION RECOVERY (1999)
 AW0531
 AW0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WLT)
 AW0531'MARK IS IN GOOD CONDITION AS OF 10/27/99.
 AW0531
 AW0531                          STATION RECOVERY (2004)
 AW0531
 AW0531'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1272 ***********************************************************************
 AX1272  DESIGNATION -  C 121
 AX1272  PID         -  AX1272
 AX1272  STATE/COUNTY-  TX/FAYETTE
 AX1272  USGS QUAD   -  MULDOON (1981)
 AX1272
 AX1272                         *CURRENT SURVEY CONTROL
 AX1272  ___________________________________________________________________
 AX1272* NAD 83(1986)-  29 49 00.     (N)    097 04 14.     (W)     SCALED    
 AX1272* NAVD 88     -       104.47   (+/-2cm)     342.7    (feet)  VERTCON   
 AX1272  ___________________________________________________________________
 AX1272  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AX1272
 AX1272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1272
 AX1272.The horizontal coordinates were scaled from a topographic map and have
 AX1272.an estimated accuracy of +/- 6 seconds.
 AX1272
 AX1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1272.The vertical order pertains to the NGVD 29 superseded value.
 AX1272
 AX1272.The geoid height was determined by GEOID03.
 AX1272
 AX1272;                    North         East    Units  Estimated Accuracy
 AX1272;SPC TXSC     - 4,221,350.      786,480.      MT  (+/- 180 meters Scaled)
 AX1272
 AX1272                          SUPERSEDED SURVEY CONTROL
 AX1272
 AX1272  NGVD 29 (??/??/92)  104.43   (m)          342.6    (f) COMPUTED    2 0
 AX1272
 AX1272.Superseded values are not recommended for survey control.
 AX1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1272.See file dsdata.txt to determine how the superseded data were derived.
 AX1272
 AX1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU864000(NAD 83)
 AX1272_MARKER: DB = BENCH MARK DISK
 AX1272_SETTING: 66 = SET IN ROCK OUTCROP
 AX1272_SP_SET: LIMESTONE OUTCROP
 AX1272_STAMPING: C 121 1933
 AX1272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX1272+STABILITY: POSITION/ELEVATION WELL
 AX1272
 AX1272  HISTORY     - Date     Condition        Report By
 AX1272  HISTORY     - 1933     MONUMENTED       CGS
 AX1272  HISTORY     - 1943     GOOD             NGS
 AX1272  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1272  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1272  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1272  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AX1272
 AX1272                          STATION DESCRIPTION
 AX1272
 AX1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1272'IN MULDOON.
 AX1272'BENCH MARK IS ABOUT 0.1 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD
 AX1272'FROM THE STATION AT MULDOON, ABOUT 175 FEET NORTH OF MILE POST NUMBER
 AX1272'39, 43.5 FEET WEST OF THE CENTER-LINE OF THE MAIN TRACK, SET
 AX1272'HORIZONTALLY IN TOP OF THE SOUTH END OF A LIMESTONE OUTCROP.  A DISK
 AX1272'SET IN A DRILL HOLE.
 AX1272
 AX1272                          STATION RECOVERY (1964)
 AX1272
 AX1272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1272'MARK NOT FOUND.
 AX1272
 AX1272                          STATION RECOVERY (1991)
 AX1272
 AX1272'RECOVERY NOTE BY US POWER SQUADRON 1991 (MW)
 AX1272'MARK NOT FOUND.
 AX1272
 AX1272                          STATION RECOVERY (1997)
 AX1272
 AX1272'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1272'MARK NOT FOUND.
 AX1272
 AX1272                          STATION RECOVERY (2004)
 AX1272
 AX1272'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0030 ***********************************************************************
 AW0030  DESIGNATION -  C 1210
 AW0030  PID         -  AW0030
 AW0030  STATE/COUNTY-  TX/BRAZORIA
 AW0030  USGS QUAD   -  DANBURY (1974)
 AW0030
 AW0030                         *CURRENT SURVEY CONTROL
 AW0030  ___________________________________________________________________
 AW0030* NAD 83(1986)-  29 12 15.     (N)    095 18 36.     (W)     SCALED    
 AW0030* NAVD 88     -         4.22   (+/-2cm)      13.8    (feet)  VERTCON   
 AW0030  ___________________________________________________________________
 AW0030  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW0030
 AW0030  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0030
 AW0030.The horizontal coordinates were scaled from a topographic map and have
 AW0030.an estimated accuracy of +/- 6 seconds.
 AW0030
 AW0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0030.The vertical order pertains to the NGVD 29 superseded value.
 AW0030
 AW0030.The geoid height was determined by GEOID03.
 AW0030
 AW0030;                    North         East    Units  Estimated Accuracy
 AW0030;SPC TXSC     - 4,157,580.      958,730.      MT  (+/- 180 meters Scaled)
 AW0030
 AW0030                          SUPERSEDED SURVEY CONTROL
 AW0030
 AW0030  NGVD 29 (??/??/92)    4.227  (m)           13.87   (f) ADJ UNCH    1 1
 AW0030
 AW0030.Superseded values are not recommended for survey control.
 AW0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0030.See file dsdata.txt to determine how the superseded data were derived.
 AW0030
 AW0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN754328(NAD 83)
 AW0030_MARKER: DB = BENCH MARK DISK
 AW0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0030_SP_SET: CULVERT
 AW0030_STAMPING: C 1210 1973
 AW0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0030+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0030
 AW0030  HISTORY     - Date     Condition        Report By
 AW0030  HISTORY     - 1973     MONUMENTED       NGS
 AW0030  HISTORY     - 1978     GOOD             NGS
 AW0030  HISTORY     - 1987     GOOD             USPSQD
 AW0030  HISTORY     - 1987     GOOD             USPSQD
 AW0030  HISTORY     - 1990     GOOD             USPSQD
 AW0030  HISTORY     - 19970628 GOOD             USPSQD
 AW0030  HISTORY     - 20040319 GOOD             USPSQD
 AW0030
 AW0030                          STATION DESCRIPTION
 AW0030
 AW0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0030'2.95 MI SE FROM DANBURY.
 AW0030'0.3 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT DANBURY.
 AW0030'THENCE 0.15 MILE NORTHEAST ALONG FIRST STREET, THENCE 0.6 MILE
 AW0030'SOUTHEAST ALONG COUNTY ROAD 211, THENCE 1.9 MILES SOUTHEAST ALONG
 AW0030'COUNTY ROAD 208, 1.0 MILE SOUTHEAST OF THE JUNCTION OF COUNTY ROAD
 AW0030'210, AT THE CROSSING OF A DRAIN DITCH, IN THE TOP AND AT THE NORTHWEST
 AW0030'END OF THE NORTHEAST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT, 15
 AW0030'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER
 AW0030'THAN THE ROAD.
 AW0030
 AW0030                          STATION RECOVERY (1978)
 AW0030
 AW0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0030'RECOVERED IN GOOD CONDITION.
 AW0030
 AW0030                          STATION RECOVERY (1987)
 AW0030
 AW0030'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW0030'RECOVERED IN GOOD CONDITION.
 AW0030
 AW0030                          STATION RECOVERY (1987)
 AW0030
 AW0030'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0030'RECOVERED IN GOOD CONDITION.
 AW0030
 AW0030                          STATION RECOVERY (1990)
 AW0030
 AW0030'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW0030'RECOVERED IN GOOD CONDITION.
 AW0030
 AW0030                          STATION RECOVERY (1997)
 AW0030
 AW0030'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0030'RECOVERED IN GOOD CONDITION.
 AW0030
 AW0030                          STATION RECOVERY (2004)
 AW0030
 AW0030'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2291 ***********************************************************************
 AW2291  DESIGNATION -  C 1211
 AW2291  PID         -  AW2291
 AW2291  STATE/COUNTY-  TX/HARRIS
 AW2291  USGS QUAD   -  BELLAIRE (1995)
 AW2291
 AW2291                         *CURRENT SURVEY CONTROL
 AW2291  ___________________________________________________________________
 AW2291* NAD 83(1986)-  29 41 24.     (N)    095 27 34.     (W)     SCALED    
 AW2291* NAVD 88     -        15.43   (+/-2cm)      50.6    (feet)  VERTCON   
 AW2291  ___________________________________________________________________
 AW2291  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW2291
 AW2291  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2291
 AW2291.The horizontal coordinates were scaled from a topographic map and have
 AW2291.an estimated accuracy of +/- 6 seconds.
 AW2291
 AW2291.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2291.The vertical order pertains to the NGVD 29 superseded value.
 AW2291
 AW2291.The geoid height was determined by GEOID03.
 AW2291
 AW2291;                    North         East    Units  Estimated Accuracy
 AW2291;SPC TXSC     - 4,210,960.      942,580.      MT  (+/- 180 meters Scaled)
 AW2291
 AW2291                          SUPERSEDED SURVEY CONTROL
 AW2291
 AW2291  NGVD 29 (??/??/92)   15.425  (m)           50.61   (f) ADJ UNCH    1 2
 AW2291
 AW2291.Superseded values are not recommended for survey control.
 AW2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2291.See file dsdata.txt to determine how the superseded data were derived.
 AW2291
 AW2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN620869(NAD 83)
 AW2291_MARKER: DB = BENCH MARK DISK
 AW2291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2291_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2291_STAMPING: C 1211 1973
 AW2291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2291
 AW2291  HISTORY     - Date     Condition        Report By
 AW2291  HISTORY     - 1973     MONUMENTED       NGS
 AW2291  HISTORY     - 1978     GOOD             NGS
 AW2291  HISTORY     - 1985     GOOD             USPSQD
 AW2291  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2291  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2291  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2291  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW2291  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW2291
 AW2291                          STATION DESCRIPTION
 AW2291
 AW2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2291'1.6 MI SE FROM BELLAIRE.
 AW2291'0.5 MILE EAST ALONG BELLAIRE BOULEVARD FROM THE JUNCTION OF RICE
 AW2291'AVENUE AT BELLAIRE, THENCE 1.1 MILES SOUTH ALONG THE WEST FRONTAGE
 AW2291'ROAD OF WEST LOOP INTERSTATE HIGHWAY 610, 20 FEET WEST OF THE WEST
 AW2291'CURB OF THE FRONTAGE ROAD, 207 FEET NORTH OF THE NORTH CURB OF
 AW2291'BEACHNUT STREET, 58.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AW2291'EAST CONCRETE FOUNDATION OF THE EAST ONE OF THREE STEEL PIPE LEGS
 AW2291'SUPPORTING A LARGE TEXACO SIGN, 45 FEET NORTH-NORTHWEST OF A POWER
 AW2291'POLE, 4.0 FEET WEST OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF
 AW2291'A DRAIN DITCH, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 AW2291'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 AW2291'GRADUAL REFUSAL AT A DEPTH OF 29 FEET.  THE UPPER PORTION OF THE ROD
 AW2291'IS ENCASED IN A 6-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW2291
 AW2291                          STATION RECOVERY (1978)
 AW2291
 AW2291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2291'RECOVERED IN GOOD CONDITION.
 AW2291
 AW2291                          STATION RECOVERY (1985)
 AW2291
 AW2291'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW2291'RECOVERED IN GOOD CONDITION.
 AW2291
 AW2291                          STATION RECOVERY (1986)
 AW2291
 AW2291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2291'NOT RECOVERED.
 AW2291
 AW2291                          STATION RECOVERY (1987)
 AW2291
 AW2291'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2291'MARK NOT FOUND.
 AW2291
 AW2291                          STATION RECOVERY (1989)
 AW2291
 AW2291'RECOVERY NOTE BY US POWER SQUADRON 1989 (TT)
 AW2291'MARK NOT FOUND.
 AW2291
 AW2291                          STATION RECOVERY (1991)
 AW2291
 AW2291'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW2291'MARK NOT FOUND.
 AW2291
 AW2291                          STATION RECOVERY (1993)
 AW2291
 AW2291'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4731 ***********************************************************************
 AW4731  HT_MOD      -  This is a Height Modernization Survey Station.
 AW4731  DESIGNATION -  C 1212
 AW4731  PID         -  AW4731
 AW4731  STATE/COUNTY-  TX/FORT BEND
 AW4731  USGS QUAD   -  RICHMOND (1980)
 AW4731
 AW4731                         *CURRENT SURVEY CONTROL
 AW4731  ___________________________________________________________________
 AW4731* NAD 83(1993)-  29 34 44.43771(N)    095 46 16.58005(W)     ADJUSTED  
 AW4731* NAVD 88     -        29.10   (meters)      95.5    (feet)  GPS OBS   
 AW4731  ___________________________________________________________________
 AW4731  X           -    -558,238.957 (meters)                     COMP
 AW4731  Y           -  -5,523,303.794 (meters)                     COMP
 AW4731  Z           -   3,129,875.138 (meters)                     COMP
 AW4731  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW4731  ELLIP HEIGHT-           1.82  (meters)          (12/03/01) GPS OBS
 AW4731  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW4731  DYNAMIC HT  -          29.06  (meters)      95.3   (feet)  COMP
 AW4731  MODELED GRAV-     979,266.5   (mgal)                       NAVD 88
 AW4731
 AW4731  HORZ ORDER  -  FIRST
 AW4731  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4731  ELLP ORDER  -  FOURTH    CLASS II
 AW4731
 AW4731.The horizontal coordinates were established by GPS observations
 AW4731.and adjusted by the National Geodetic Survey in December 2001..
 AW4731
 AW4731.The orthometric height was determined by GPS observations and a
 AW4731.high-resolution geoid model using precise GPS observation and
 AW4731.processing techniques. It supersedes the leveled height previously
 AW4731.determined for this station.
 AW4731.The vertical order pertains to the first NAVD 88 superseded value.
 AW4731
 AW4731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW4731
 AW4731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4731
 AW4731.The ellipsoidal height was determined by GPS observations
 AW4731.and is referenced to NAD 83.
 AW4731
 AW4731.The geoid height was determined by GEOID03.
 AW4731
 AW4731.The dynamic height is computed by dividing the NAVD 88
 AW4731.geopotential number by the normal gravity value computed on the
 AW4731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4731.degrees latitude (g = 980.6199 gals.).
 AW4731
 AW4731.The modeled gravity was interpolated from observed gravity values.
 AW4731
 AW4731;                    North         East     Units Scale Factor Converg.
 AW4731;SPC TXSC     - 4,197,785.075   912,754.733   MT  0.99987228   +1 34 54.5
 AW4731;SPC TXSC     -13,772,233.20  2,994,596.15   sFT  0.99987228   +1 34 54.5
 AW4731;UTM  15      - 3,275,344.159   231,542.223   MT  1.00048935   -1 22 07.6
 AW4731
 AW4731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4731!SPC TXSC     -   0.99999971  x   0.99987228  =   0.99987199
 AW4731!UTM  15      -   0.99999971  x   1.00048935  =   1.00048906
 AW4731
 AW4731                          SUPERSEDED SURVEY CONTROL
 AW4731
 AW4731  ELLIP H (10/25/00)    1.84   (m)                       GP(       ) 4 1
 AW4731  NAD 83(1993)-  29 34 44.43832(N)    095 46 16.57947(W) AD(       ) 1
 AW4731  ELLIP H (10/17/96)    1.97   (m)                       GP(       ) 3 1
 AW4731  NAVD 88 (06/15/91)   29.142  (m)           95.61   (f) ADJUSTED    1 2
 AW4731  NGVD 29 (12/23/87)   29.139  (m)           95.60   (f) ADJUSTED    1 2
 AW4731
 AW4731.Superseded values are not recommended for survey control.
 AW4731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4731.See file dsdata.txt to determine how the superseded data were derived.
 AW4731
 AW4731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3154275344(NAD 83)
 AW4731_MARKER: DB = BENCH MARK DISK
 AW4731_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW4731_SP_SET: CULVERT HEADWALL
 AW4731_STAMPING: C 1212 1973
 AW4731_MARK LOGO: NGS   
 AW4731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4731+STABILITY: SURFACE MOTION
 AW4731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4731+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1995
 AW4731
 AW4731  HISTORY     - Date     Condition        Report By
 AW4731  HISTORY     - 1973     MONUMENTED       NGS
 AW4731  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW4731  HISTORY     - 1987     GOOD             NGS
 AW4731  HISTORY     - 1989     GOOD             USPSQD
 AW4731  HISTORY     - 1990     GOOD             USPSQD
 AW4731  HISTORY     - 19931204 GOOD             USPSQD
 AW4731  HISTORY     - 19950420 GOOD             HGCSD
 AW4731  HISTORY     - 19991120 GOOD             USPSQD
 AW4731  HISTORY     - 20040323 POOR             USPSQD
 AW4731
 AW4731                          STATION DESCRIPTION
 AW4731
 AW4731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4731'0.6 MI SW FROM RICHMOND.
 AW4731'0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 90 ALT. (JACKSON STREET) FROM
 AW4731'THE COUNTY COURTHOUSE AT RICHMOND, AT THE WEST CORNER OF THE JUNCTION
 AW4731'OF FARM ROAD 3155 (COLLINS ROAD) NORTHWEST, IN THE TOP AND 1.3 FEET
 AW4731'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF
 AW4731'DOUBLE PIPE CULVERTS, 313 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW4731'NORTHWEST LANES OF THE HIGHWAY, 34 FEET SOUTHWEST OF THE CENTER LINE
 AW4731'OF THE ROAD, 27.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN
 AW4731'PACIFIC COMPANY RAILROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.
 AW4731
 AW4731                          STATION RECOVERY (1987)
 AW4731
 AW4731'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW4731'MARK NOT FOUND.
 AW4731
 AW4731                          STATION RECOVERY (1987)
 AW4731
 AW4731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4731'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4731'ADD--1.2 METERS (4.0 FT) BELOW THE ROAD.
 AW4731
 AW4731                          STATION RECOVERY (1989)
 AW4731
 AW4731'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4731'RECOVERED IN GOOD CONDITION.
 AW4731
 AW4731                          STATION RECOVERY (1990)
 AW4731
 AW4731'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4731'RECOVERED IN GOOD CONDITION.
 AW4731
 AW4731                          STATION RECOVERY (1993)
 AW4731
 AW4731'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4731'RECOVERED IN GOOD CONDITION.
 AW4731
 AW4731                          STATION RECOVERY (1995)
 AW4731
 AW4731'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW4731'RECOVERED AS DESCRIBED.
 AW4731
 AW4731                          STATION RECOVERY (1999)
 AW4731
 AW4731'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4731'RECOVERED IN GOOD CONDITION.
 AW4731
 AW4731                          STATION RECOVERY (2004)
 AW4731
 AW4731'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4731'DISK WAS HIT BY THE MOWER AND KNOCKED OFF.  THE BASE IS THERE. ORANGE
 AW4731'PAINT ON THE SPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2255 ***********************************************************************
 AW2255  DESIGNATION -  C 1213 HCFC
 AW2255  PID         -  AW2255
 AW2255  STATE/COUNTY-  TX/HARRIS
 AW2255  USGS QUAD   -  CLODINE (1995)
 AW2255
 AW2255                         *CURRENT SURVEY CONTROL
 AW2255  ___________________________________________________________________
 AW2255* NAD 83(1986)-  29 43 24.     (N)    095 38 38.     (W)     SCALED    
 AW2255* NAVD 88     -        26.66   (+/-2cm)      87.5    (feet)  VERTCON   
 AW2255  ___________________________________________________________________
 AW2255  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW2255
 AW2255  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2255
 AW2255.The horizontal coordinates were scaled from a topographic map and have
 AW2255.an estimated accuracy of +/- 6 seconds.
 AW2255
 AW2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2255.The vertical order pertains to the NGVD 29 superseded value.
 AW2255
 AW2255.The geoid height was determined by GEOID03.
 AW2255
 AW2255;                    North         East    Units  Estimated Accuracy
 AW2255;SPC TXSC     - 4,214,120.      924,630.      MT  (+/- 180 meters Scaled)
 AW2255
 AW2255                          SUPERSEDED SURVEY CONTROL
 AW2255
 AW2255  NGVD 29 (??/??/92)   26.650  (m)           87.43   (f) ADJ UNCH    1 2
 AW2255
 AW2255.Superseded values are not recommended for survey control.
 AW2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2255.See file dsdata.txt to determine how the superseded data were derived.
 AW2255
 AW2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN442910(NAD 83)
 AW2255_MARKER: DD = SURVEY DISK
 AW2255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2255_SP_SET: CULVERT
 AW2255_STAMPING: C 1213
 AW2255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2255
 AW2255  HISTORY     - Date     Condition        Report By
 AW2255  HISTORY     - UNK      MONUMENTED       HCFC
 AW2255  HISTORY     - 1973     GOOD             NGS
 AW2255  HISTORY     - 1978     GOOD             NGS
 AW2255  HISTORY     - 1980     GOOD             NGS
 AW2255  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2255  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW2255
 AW2255                          STATION DESCRIPTION
 AW2255
 AW2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2255'4.2 MI S FROM ADDICKS.
 AW2255'4.2 MILES SOUTH ALONG STATE HIGHWAY 6 FROM INTERSTATE HIGHWAY 10
 AW2255'OVERPASS AT ADDICKS, 0.85 MILE SOUTH OF THE JUNCTION OF FARM ROAD
 AW2255'1093, 0.35 MILE NORTH OF THE JUNCTION OF SCHILLER ROAD, AT THE
 AW2255'CROSSING OF A POWER LINE, IN THE TOP OF THE EAST CONCRETE HEADWALL OF
 AW2255'DOUBLE PIPE CULVERTS, 6.0 FEET NORTH OF THE SOUTH END OF THE HEADWALL,
 AW2255'25.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET NORTH OF THE
 AW2255'CENTER LINE OF A ROAD EAST TO AN ABANDONED HOUSE, AND ABOUT 1/2 FOOT
 AW2255'LOWER THAN THE HIGHWAY.  NOTE-- STAMPED BY NGS IN 1973.
 AW2255
 AW2255                          STATION RECOVERY (1978)
 AW2255
 AW2255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2255'RECOVERED IN GOOD CONDITION.
 AW2255
 AW2255                          STATION RECOVERY (1980)
 AW2255
 AW2255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AW2255'RECOVERED IN GOOD CONDITION.
 AW2255
 AW2255                          STATION RECOVERY (1983)
 AW2255
 AW2255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2255'NOT RECOVERED, CULVERT DESTROYED BY ROAD CONSTRUCTION, DISK LOST.
 AW2255
 AW2255                          STATION RECOVERY (2004)
 AW2255
 AW2255'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1017 ***********************************************************************
 AW1017  DESIGNATION -  C 1214
 AW1017  PID         -  AW1017
 AW1017  STATE/COUNTY-  TX/HARRIS
 AW1017  USGS QUAD   -  LEAGUE CITY (1995)
 AW1017
 AW1017                         *CURRENT SURVEY CONTROL
 AW1017  ___________________________________________________________________
 AW1017* NAD 83(1986)-  29 33 09.     (N)    095 05 49.     (W)     SCALED    
 AW1017* NAVD 88     -         5.170  (meters)      16.96   (feet)  ADJUSTED  
 AW1017  ___________________________________________________________________
 AW1017  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1017  DYNAMIC HT  -           5.163 (meters)      16.94  (feet)  COMP
 AW1017  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 AW1017  OBS GRAVITY -     979,275.2   (mgal)                       GRAV_OBS
 AW1017
 AW1017  VERT ORDER  -  FIRST     CLASS I
 AW1017
 AW1017.The horizontal coordinates were scaled from a topographic map and have
 AW1017.an estimated accuracy of +/- 6 seconds.
 AW1017
 AW1017.The orthometric height was determined by differential leveling
 AW1017.and adjusted by the National Geodetic Survey in June 1991..
 AW1017
 AW1017.The geoid height was determined by GEOID03.
 AW1017
 AW1017.The dynamic height is computed by dividing the NAVD 88
 AW1017.geopotential number by the normal gravity value computed on the
 AW1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1017.degrees latitude (g = 980.6199 gals.).
 AW1017
 AW1017.The modeled gravity was interpolated from observed gravity values.
 AW1017.The observed gravity was obtained from relative gravimeter ties
 AW1017.to the IGSN71 gravity network.
 AW1017
 AW1017;                    North         East    Units  Estimated Accuracy
 AW1017;SPC TXSC     - 4,196,840.      978,150.      MT  (+/- 180 meters Scaled)
 AW1017
 AW1017                          SUPERSEDED SURVEY CONTROL
 AW1017
 AW1017  NGVD 29 (12/23/87)    5.166  (m)           16.95   (f) ADJUSTED    1 1
 AW1017
 AW1017.Superseded values are not recommended for survey control.
 AW1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1017.See file dsdata.txt to determine how the superseded data were derived.
 AW1017
 AW1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN968710(NAD 83)
 AW1017_MARKER: DB = BENCH MARK DISK
 AW1017_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1017+WITH SETTING: PAVEMENT
 AW1017_SP_SET: FOUNDATION
 AW1017_STAMPING: C 1214 1973
 AW1017_MARK LOGO: NGS   
 AW1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1017+STABILITY: SURFACE MOTION
 AW1017
 AW1017  HISTORY     - Date     Condition        Report By
 AW1017  HISTORY     - 1973     MONUMENTED       NGS
 AW1017  HISTORY     - 1976     GOOD             NGS
 AW1017  HISTORY     - 1978     GOOD             NGS
 AW1017  HISTORY     - 1983     GOOD             NGS
 AW1017  HISTORY     - 1987     GOOD             USPSQD
 AW1017  HISTORY     - 1987     GOOD             USPSQD
 AW1017  HISTORY     - 1987     GOOD             NGS
 AW1017  HISTORY     - 1988     GOOD             USPSQD
 AW1017  HISTORY     - 1988     GOOD             USPSQD
 AW1017  HISTORY     - 1989     GOOD             USPSQD
 AW1017  HISTORY     - 1989     GOOD             USPSQD
 AW1017  HISTORY     - 19910216 GOOD             USPSQD
 AW1017  HISTORY     - 19931120 GOOD             USPSQD
 AW1017  HISTORY     - 20010127 GOOD             USPSQD
 AW1017
 AW1017                          STATION DESCRIPTION
 AW1017
 AW1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1017'IN JMC.
 AW1017'AT THE LYNDON B. JOHNSON SPACECRAFT CENTER, 0.15 MILE NORTH ALONG THE
 AW1017'ENTRANCE ROAD (SECOND STREET) FROM THE JUNCTION OF NASA 1 HIGHWAY,
 AW1017'THENCE 0.1 MILE WEST ALONG A SHELL TRACK ROAD, SET IN THE TOP AND 1.4
 AW1017'FEET NORTH-NORTHWEST OF THE SOUTH CORNER OF THE FOUNDATION OF A
 AW1017'U.S.G.S. COMPACTION MONITORING GAGE STATION.  26 FEET SOUTH-SOUTHWEST
 AW1017'OF THE CENTER LINE OF THE TRACK ROAD BETWEEN THE CANAL AND A FENCE,
 AW1017'3.0 FEET NORTH-NORTHEAST OF A CHAIN LINK FENCE, 1.4 FEET
 AW1017'SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE RECORDER BOX, AND ABOUT 0.5
 AW1017'FOOT ABOVE THE GROUND.
 AW1017
 AW1017                          STATION RECOVERY (1976)
 AW1017
 AW1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1017'RECOVERED IN GOOD CONDITION.
 AW1017
 AW1017                          STATION RECOVERY (1978)
 AW1017
 AW1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1017'RECOVERED IN GOOD CONDITION.
 AW1017
 AW1017                          STATION RECOVERY (1983)
 AW1017
 AW1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1017'RECOVERED IN GOOD CONDITION.
 AW1017
 AW1017                          STATION RECOVERY (1987)
 AW1017
 AW1017'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1017'RECOVERED IN GOOD CONDITION.
 AW1017
 AW1017                          STATION RECOVERY (1987)
 AW1017
 AW1017'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1017'RECOVERED IN GOOD CONDITION.
 AW1017
 AW1017                          STATION RECOVERY (1987)
 AW1017
 AW1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1017'RECOVERED IN GOOD CONDITION.
 AW1017
 AW1017                          STATION RECOVERY (1988)
 AW1017
 AW1017'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1017'RECOVERED IN GOOD CONDITION.
 AW1017
 AW1017                          STATION RECOVERY (1988)
 AW1017
 AW1017'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1017'RECOVERED IN GOOD CONDITION.
 AW1017
 AW1017                          STATION RECOVERY (1989)
 AW1017
 AW1017'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1017'RECOVERED IN GOOD CONDITION.
 AW1017
 AW1017                          STATION RECOVERY (1989)
 AW1017
 AW1017'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW1017'RECOVERED IN GOOD CONDITION.
 AW1017
 AW1017                          STATION RECOVERY (1991)
 AW1017
 AW1017'RECOVERY NOTE BY US POWER SQUADRON 1991 (ER)
 AW1017'RECOVERED IN GOOD CONDITION.
 AW1017
 AW1017                          STATION RECOVERY (1993)
 AW1017
 AW1017'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1017'RECOVERED IN GOOD CONDITION.
 AW1017
 AW1017                          STATION RECOVERY (2001)
 AW1017
 AW1017'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 AW1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1163 ***********************************************************************
 BL1163  DESIGNATION -  C 1215
 BL1163  PID         -  BL1163
 BL1163  STATE/COUNTY-  TX/MONTGOMERY
 BL1163  USGS QUAD   -  CONROE (1976)
 BL1163
 BL1163                         *CURRENT SURVEY CONTROL
 BL1163  ___________________________________________________________________
 BL1163* NAD 83(1986)-  30 17 50.     (N)    095 27 22.     (W)     SCALED    
 BL1163* NAVD 88     -        57.162  (meters)     187.54   (feet)  ADJUSTED  
 BL1163  ___________________________________________________________________
 BL1163  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL1163  DYNAMIC HT  -          57.085 (meters)     187.29  (feet)  COMP
 BL1163  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 BL1163
 BL1163  VERT ORDER  -  FIRST     CLASS I
 BL1163
 BL1163.The horizontal coordinates were scaled from a topographic map and have
 BL1163.an estimated accuracy of +/- 6 seconds.
 BL1163
 BL1163.The orthometric height was determined by differential leveling
 BL1163.and adjusted by the National Geodetic Survey in June 1991..
 BL1163
 BL1163.The geoid height was determined by GEOID03.
 BL1163
 BL1163.The dynamic height is computed by dividing the NAVD 88
 BL1163.geopotential number by the normal gravity value computed on the
 BL1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1163.degrees latitude (g = 980.6199 gals.).
 BL1163
 BL1163.The modeled gravity was interpolated from observed gravity values.
 BL1163
 BL1163;                    North         East    Units  Estimated Accuracy
 BL1163;SPC TX C     - 3,080,190.    1,169,010.      MT  (+/- 180 meters Scaled)
 BL1163
 BL1163                          SUPERSEDED SURVEY CONTROL
 BL1163
 BL1163  NGVD 29 (12/23/87)   57.164  (m)          187.55   (f) ADJUSTED    1 1
 BL1163
 BL1163.Superseded values are not recommended for survey control.
 BL1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1163.See file dsdata.txt to determine how the superseded data were derived.
 BL1163
 BL1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP637542(NAD 83)
 BL1163_MARKER: DB = BENCH MARK DISK
 BL1163_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1163_SP_SET: COPPER-CLAD STEEL ROD
 BL1163_STAMPING: C 1215 1973
 BL1163_MARK LOGO: NGS   
 BL1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1163+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1163
 BL1163  HISTORY     - Date     Condition        Report By
 BL1163  HISTORY     - 1973     MONUMENTED       NGS
 BL1163  HISTORY     - 1978     GOOD             NGS
 BL1163  HISTORY     - 1987     GOOD             NGS
 BL1163  HISTORY     - 20040918 GOOD             USPSQD
 BL1163  HISTORY     - 20050929 GOOD             USPSQD
 BL1163
 BL1163                          STATION DESCRIPTION
 BL1163
 BL1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1163'0.85 MI S FROM CONROE.
 BL1163'ABOUT 0.85 MILE SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1163'STATION AT CONROE AT THE SILVERDALE DR. CROSSING, 60.6 FEET NORTH OF
 BL1163'THE CENTER LINE OF SILVERDALE DR., 48.6 FEET EAST OF THE CENTER LINE
 BL1163'OF US HIGHWAY 75 BUSINESS, 34.4 FEET WEST OF THE WEST RAIL, 2 FEET
 BL1163'SOUTH OF A TELEPHONE POLE, 1.3 FEET NORTH OF A METAL WITNESS POST AND
 BL1163'ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL, SET ON THE TOP OF A 5/8-INCH
 BL1163'COPPER COATED STEEL ROD PROTECTED BY A 6-INCH METAL PIPE FLUSH WITH
 BL1163'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 BL1163
 BL1163                          STATION RECOVERY (1978)
 BL1163
 BL1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1163'RECOVERED IN GOOD CONDITION.
 BL1163
 BL1163                          STATION RECOVERY (1987)
 BL1163
 BL1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1163'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.4 KM (0.85
 BL1163'MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1163'WITH AVENUE A IN CONROE.
 BL1163
 BL1163                          STATION RECOVERY (2004)
 BL1163
 BL1163'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1163'RECOVERED IN GOOD CONDITION.
 BL1163
 BL1163                          STATION RECOVERY (2005)
 BL1163
 BL1163'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1163'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1907 ***********************************************************************
 AW1907  DESIGNATION -  C 1216
 AW1907  PID         -  AW1907
 AW1907  STATE/COUNTY-  TX/HARRIS
 AW1907  USGS QUAD   -  WARREN LAKE (1980)
 AW1907
 AW1907                         *CURRENT SURVEY CONTROL
 AW1907  ___________________________________________________________________
 AW1907* NAD 83(1986)-  29 58 01.     (N)    095 48 31.     (W)     SCALED    
 AW1907* NAVD 88     -        50.89   (+/-2cm)     167.0    (feet)  VERTCON   
 AW1907  ___________________________________________________________________
 AW1907  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW1907
 AW1907  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1907
 AW1907.The horizontal coordinates were scaled from a topographic map and have
 AW1907.an estimated accuracy of +/- 6 seconds.
 AW1907
 AW1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1907.The vertical order pertains to the NGVD 29 superseded value.
 AW1907
 AW1907.The geoid height was determined by GEOID03.
 AW1907
 AW1907;                    North         East    Units  Estimated Accuracy
 AW1907;SPC TXSC     - 4,240,670.      907,970.      MT  (+/- 180 meters Scaled)
 AW1907
 AW1907                          SUPERSEDED SURVEY CONTROL
 AW1907
 AW1907  NGVD 29 (??/??/92)   50.881  (m)          166.93   (f) ADJ UNCH    1 2
 AW1907
 AW1907.Superseded values are not recommended for survey control.
 AW1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1907.See file dsdata.txt to determine how the superseded data were derived.
 AW1907
 AW1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289184(NAD 83)
 AW1907_MARKER: DB = BENCH MARK DISK
 AW1907_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1907_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1907_STAMPING: C 1216 1973
 AW1907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1907
 AW1907  HISTORY     - Date     Condition        Report By
 AW1907  HISTORY     - 1973     MONUMENTED       NGS
 AW1907  HISTORY     - 1978     GOOD             NGS
 AW1907  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1907  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1907  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 AW1907
 AW1907                          STATION DESCRIPTION
 AW1907
 AW1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1907'5.7 MI SE FROM HOCKLEY.
 AW1907'ABOUT 2 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE JUNCTION OF US
 AW1907'HIGHWAY 290 AND HEGAR RD., THENCE 3.7 MILES SOUTH ALONG KATY-HOCKLEY
 AW1907'RD., AT THE JUNCTION OF KATY-HOCKLEY RD. AND JACK RD., ABOUT 122 FEET
 AW1907'SOUTHEAST OF THE CENTER LINE OF THE JUNCTION, 86.9 FEET SOUTH OF A
 AW1907'WOODEN POLE USED AS A BRACE POLE FOR A POWER POLE, 29.6 FEET EAST OF
 AW1907'THE CENTER LINE OF KATY-HOCKLEY RD., 1.9 FEET WEST OF A FENCE, 0.8
 AW1907'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS
 AW1907'A DISK SET ON TOP OF A 4-FOOT LENGTH OF A 5/8-INCH COPPER COATED STEEL
 AW1907'ROD, AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.2 FOOT.
 AW1907
 AW1907                          STATION RECOVERY (1978)
 AW1907
 AW1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1907'RECOVERED IN GOOD CONDITION.
 AW1907
 AW1907                          STATION RECOVERY (1986)
 AW1907
 AW1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1907'MARK NOT FOUND.
 AW1907
 AW1907                          STATION RECOVERY (1987)
 AW1907
 AW1907'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1907'MARK NOT FOUND.
 AW1907
 AW1907                          STATION RECOVERY (1993)
 AW1907
 AW1907'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1521 ***********************************************************************
 AW1521  DESIGNATION -  C 1217
 AW1521  PID         -  AW1521
 AW1521  STATE/COUNTY-  TX/CHAMBERS
 AW1521  USGS QUAD   -  MONT BELVIEU (1994)
 AW1521
 AW1521                         *CURRENT SURVEY CONTROL
 AW1521  ___________________________________________________________________
 AW1521* NAD 83(1986)-  29 46 24.     (N)    094 54 40.     (W)     SCALED    
 AW1521* NAVD 88     -         3.34   (+/-2cm)      11.0    (feet)  VERTCON   
 AW1521  ___________________________________________________________________
 AW1521  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW1521  OBS GRAVITY -     979,289.6   (mgal)                       GRAV_OBS
 AW1521
 AW1521  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1521
 AW1521.The horizontal coordinates were scaled from a topographic map and have
 AW1521.an estimated accuracy of +/- 6 seconds.
 AW1521
 AW1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1521.The vertical order pertains to the NGVD 29 superseded value.
 AW1521
 AW1521.The geoid height was determined by GEOID03.
 AW1521.The observed gravity was obtained from relative gravimeter ties
 AW1521.to the IGSN71 gravity network.
 AW1521
 AW1521;                    North         East    Units  Estimated Accuracy
 AW1521;SPC TXSC     - 4,221,920.      995,290.      MT  (+/- 180 meters Scaled)
 AW1521
 AW1521                          SUPERSEDED SURVEY CONTROL
 AW1521
 AW1521  NGVD 29 (??/??/92)    3.336  (m)           10.94   (f) ADJ UNCH    1 2
 AW1521
 AW1521.Superseded values are not recommended for survey control.
 AW1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1521.See file dsdata.txt to determine how the superseded data were derived.
 AW1521
 AW1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN152952(NAD 83)
 AW1521_MARKER: DB = BENCH MARK DISK
 AW1521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1521_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1521_STAMPING: C 1217 1973
 AW1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1521+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AW1521
 AW1521  HISTORY     - Date     Condition        Report By
 AW1521  HISTORY     - 1973     MONUMENTED       NGS
 AW1521  HISTORY     - 1978     GOOD             NGS
 AW1521  HISTORY     - 1988     GOOD             USPSQD
 AW1521  HISTORY     - 1988     GOOD             USPSQD
 AW1521  HISTORY     - 19910511 POOR             USPSQD
 AW1521  HISTORY     - 19960911 GOOD             USPSQD
 AW1521  HISTORY     - 20010331 GOOD             NGS
 AW1521  HISTORY     - 20040204 GOOD             USPSQD
 AW1521  HISTORY     - 20050205 GOOD             USPSQD
 AW1521
 AW1521                          STATION DESCRIPTION
 AW1521
 AW1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1521'7.85 MI SW FROM COVE.
 AW1521'ABOUT 7.85 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE 10
 AW1521'OVERPASS AT COVE, ABOUT 38.5 FEET NORTH OF THE CENTER LINE OF THE FARM
 AW1521'ROAD, 3 FEET WEST OF A CHAIN LINK FENCE CORNER, 72 FEET SOUTHWEST OF
 AW1521'THE SOUTHWEST CORNER OF A FRAME HOUSE, 1 FOOT EAST OF A METAL WITNESS
 AW1521'POST, AND IS A DISK SET ON TOP OF 4-FOOT LENGTH OF A 5/8-INCH COPPER
 AW1521'COATED STEEL ROD, AND PROTECTED BY A 6-INCH IRON PIPE. A BASE PLATE IS
 AW1521'ATTACHED TO ROD.
 AW1521
 AW1521                          STATION RECOVERY (1978)
 AW1521
 AW1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1521'RECOVERED IN GOOD CONDITION.
 AW1521
 AW1521                          STATION RECOVERY (1988)
 AW1521
 AW1521'RECOVERY NOTE BY US POWER SQUADRON 1988 (KK)
 AW1521'RECOVERED IN GOOD CONDITION.
 AW1521
 AW1521                          STATION RECOVERY (1988)
 AW1521
 AW1521'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1521'RECOVERED IN GOOD CONDITION.
 AW1521
 AW1521                          STATION RECOVERY (1991)
 AW1521
 AW1521'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1521'MARK RECOVERED IN POOR CONDITION.
 AW1521
 AW1521                          STATION RECOVERY (1996)
 AW1521
 AW1521'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1521'RECOVERED IN GOOD CONDITION.
 AW1521
 AW1521                          STATION RECOVERY (2001)
 AW1521
 AW1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1521'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1521
 AW1521                          STATION RECOVERY (2004)
 AW1521
 AW1521'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1521'RECOVERED IN GOOD CONDITION.
 AW1521
 AW1521                          STATION RECOVERY (2005)
 AW1521
 AW1521'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0934 ***********************************************************************
 AW0934  DESIGNATION -  C 1218
 AW0934  PID         -  AW0934
 AW0934  STATE/COUNTY-  TX/HARRIS
 AW0934  USGS QUAD   -  HIGHLANDS (1995)
 AW0934
 AW0934                         *CURRENT SURVEY CONTROL
 AW0934  ___________________________________________________________________
 AW0934* NAD 83(1986)-  29 47 19.     (N)    095 05 32.     (W)     SCALED    
 AW0934* NAVD 88     -         8.262  (meters)      27.11   (feet)  ADJUSTED  
 AW0934  ___________________________________________________________________
 AW0934  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW0934  DYNAMIC HT  -           8.251 (meters)      27.07  (feet)  COMP
 AW0934  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 AW0934  OBS GRAVITY -     979,291.7   (mgal)                       GRAV_OBS
 AW0934
 AW0934  VERT ORDER  -  FIRST     CLASS II
 AW0934
 AW0934.The horizontal coordinates were scaled from a topographic map and have
 AW0934.an estimated accuracy of +/- 6 seconds.
 AW0934
 AW0934.The orthometric height was determined by differential leveling
 AW0934.and adjusted by the National Geodetic Survey in June 1991..
 AW0934
 AW0934.The geoid height was determined by GEOID03.
 AW0934
 AW0934.The dynamic height is computed by dividing the NAVD 88
 AW0934.geopotential number by the normal gravity value computed on the
 AW0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0934.degrees latitude (g = 980.6199 gals.).
 AW0934
 AW0934.The modeled gravity was interpolated from observed gravity values.
 AW0934.The observed gravity was obtained from relative gravimeter ties
 AW0934.to the IGSN71 gravity network.
 AW0934
 AW0934;                    North         East    Units  Estimated Accuracy
 AW0934;SPC TXSC     - 4,223,010.      977,730.      MT  (+/- 180 meters Scaled)
 AW0934
 AW0934                          SUPERSEDED SURVEY CONTROL
 AW0934
 AW0934  NGVD 29 (12/23/87)    8.260  (m)           27.10   (f) ADJUSTED    1 2
 AW0934
 AW0934.Superseded values are not recommended for survey control.
 AW0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0934.See file dsdata.txt to determine how the superseded data were derived.
 AW0934
 AW0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN977971(NAD 83)
 AW0934_MARKER: DB = BENCH MARK DISK
 AW0934_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0934_SP_SET: COPPER-CLAD STEEL ROD
 AW0934_STAMPING: C 1218 1973
 AW0934_MARK LOGO: NGS   
 AW0934_PROJECTION: FLUSH
 AW0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0934_ROD/PIPE-DEPTH: 12.2 meters
 AW0934
 AW0934  HISTORY     - Date     Condition        Report By
 AW0934  HISTORY     - 1973     MONUMENTED       NGS
 AW0934  HISTORY     - 1978     GOOD             NGS
 AW0934  HISTORY     - 1986     GOOD             NGS
 AW0934  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0934  HISTORY     - 1987     GOOD             USPSQD
 AW0934  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0934  HISTORY     - 1987     GOOD             USPSQD
 AW0934  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0934  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0934  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0934  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0934  HISTORY     - 1989     GOOD             USPSQD
 AW0934  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW0934
 AW0934                          STATION DESCRIPTION
 AW0934
 AW0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0934'1.6 MI E FROM CHANNELVIEW.
 AW0934'ABOUT 1.6 MILES EAST ALONG MARKET ST. FROM THE POST OFFICE AT
 AW0934'CHANNELVIEW, 0.1 MILE WEST OF THE JUNCTION WITH MAGNOLIA ST., 123 FEET
 AW0934'WEST OF THE NORTHWEST CORNER OF A FRAME BUILDING WITH BRICK FACING ON
 AW0934'THE NORTH SIDE, 84 FEET SOUTH OF THE CENTER LINE OF MARKET ST., 30
 AW0934'FEET NORTH OF POWER POLE, 20 FEET SOUTH OF A POWER POLE BRACED BY A
 AW0934'GUY WIRE, 35 1/2 FEET WEST OF A 12-INCH PINE TREE, BETWEEN 2 METAL
 AW0934'WITNESS POSTS, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED
 AW0934'STEEL ROD FLUSH WITH THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE
 AW0934'WHICH PROJECTS 1 INCH.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 AW0934
 AW0934                          STATION RECOVERY (1978)
 AW0934
 AW0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0934'RECOVERED IN GOOD CONDITION.
 AW0934
 AW0934                          STATION RECOVERY (1986)
 AW0934
 AW0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0934'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.6 KM (1.6 MI)
 AW0934'EAST ALONG MARKET STREET FROM THE POST OFFICE IN CHANNELVIEW TO THE
 AW0934'MARK ON THE RIGHT, 0.2 KM (0.1 MI) WEST OF THE JUNCTION OF MAGNOLIA
 AW0934'STREET, 25.6 METERS (84.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AW0934'STREET, 35.36 METERS (116.0 FT) WEST OF THE WEST CORNER OF A METAL
 AW0934'BUILDING, 9.39 METERS (30.8 FT) NORTHEAST OF A UTILITY POLE, 6.10
 AW0934'METERS (20.0 FT) SOUTHEAST OF UTILITY POLE NO. 17110.
 AW0934'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 AW0934'THE MARK IS 0.5 M BELOW STREET.
 AW0934
 AW0934                          STATION RECOVERY (1987)
 AW0934
 AW0934'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0934'MARK NOT FOUND.
 AW0934
 AW0934                          STATION RECOVERY (1987)
 AW0934
 AW0934'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW0934'RECOVERED IN GOOD CONDITION.
 AW0934
 AW0934                          STATION RECOVERY (1987)
 AW0934
 AW0934'RECOVERY NOTE BY US POWER SQUADRON 1987 (MD)
 AW0934'MARK NOT FOUND.
 AW0934
 AW0934                          STATION RECOVERY (1987)
 AW0934
 AW0934'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0934'RECOVERED IN GOOD CONDITION.
 AW0934
 AW0934                          STATION RECOVERY (1987)
 AW0934
 AW0934'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJS)
 AW0934'MARK NOT FOUND.
 AW0934
 AW0934                          STATION RECOVERY (1988)
 AW0934
 AW0934'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0934'MARK NOT FOUND.
 AW0934
 AW0934                          STATION RECOVERY (1988)
 AW0934
 AW0934'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW0934'MARK NOT FOUND.
 AW0934
 AW0934                          STATION RECOVERY (1988)
 AW0934
 AW0934'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW0934'MARK NOT FOUND.
 AW0934
 AW0934                          STATION RECOVERY (1989)
 AW0934
 AW0934'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0934'RECOVERED IN GOOD CONDITION.
 AW0934
 AW0934                          STATION RECOVERY (1994)
 AW0934
 AW0934'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4177 ***********************************************************************
 AW4177  DESIGNATION -  C 1219
 AW4177  PID         -  AW4177
 AW4177  STATE/COUNTY-  TX/FORT BEND
 AW4177  USGS QUAD   -  NEEDVILLE (1980)
 AW4177
 AW4177                         *CURRENT SURVEY CONTROL
 AW4177  ___________________________________________________________________
 AW4177* NAD 83(1986)-  29 23 03.     (N)    095 49 11.     (W)     SCALED    
 AW4177* NAVD 88     -        26.108  (meters)      85.66   (feet)  ADJUSTED  
 AW4177  ___________________________________________________________________
 AW4177  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4177  DYNAMIC HT  -          26.072 (meters)      85.54  (feet)  COMP
 AW4177  MODELED GRAV-     979,251.2   (mgal)                       NAVD 88
 AW4177
 AW4177  VERT ORDER  -  FIRST     CLASS II
 AW4177
 AW4177.The horizontal coordinates were scaled from a topographic map and have
 AW4177.an estimated accuracy of +/- 6 seconds.
 AW4177
 AW4177.The orthometric height was determined by differential leveling
 AW4177.and adjusted by the National Geodetic Survey in June 1991..
 AW4177
 AW4177.The geoid height was determined by GEOID03.
 AW4177
 AW4177.The dynamic height is computed by dividing the NAVD 88
 AW4177.geopotential number by the normal gravity value computed on the
 AW4177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4177.degrees latitude (g = 980.6199 gals.).
 AW4177
 AW4177.The modeled gravity was interpolated from observed gravity values.
 AW4177
 AW4177;                    North         East    Units  Estimated Accuracy
 AW4177;SPC TXSC     - 4,176,070.      908,650.      MT  (+/- 180 meters Scaled)
 AW4177
 AW4177                          SUPERSEDED SURVEY CONTROL
 AW4177
 AW4177  NGVD 29 (12/23/87)   26.105  (m)           85.65   (f) ADJUSTED    1 2
 AW4177
 AW4177.Superseded values are not recommended for survey control.
 AW4177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4177.See file dsdata.txt to determine how the superseded data were derived.
 AW4177
 AW4177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN263538(NAD 83)
 AW4177_MARKER: DB = BENCH MARK DISK
 AW4177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4177_SP_SET: CULVERT HEADWALL
 AW4177_STAMPING: C 1219 1973
 AW4177_MARK LOGO: NGS   
 AW4177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4177+STABILITY: SURFACE MOTION
 AW4177
 AW4177  HISTORY     - Date     Condition        Report By
 AW4177  HISTORY     - 1973     MONUMENTED       NGS
 AW4177  HISTORY     - 1986     GOOD             NGS
 AW4177  HISTORY     - 1987     POOR             USPSQD
 AW4177  HISTORY     - 1988     GOOD             USPSQD
 AW4177  HISTORY     - 1989     GOOD             USPSQD
 AW4177  HISTORY     - 19950108 GOOD             USPSQD
 AW4177
 AW4177                          STATION DESCRIPTION
 AW4177
 AW4177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4177'1.1 MI SE FROM NEEDVILLE.
 AW4177'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF FARM
 AW4177'ROAD 360 (MAIN STREET) AT NEEDVILLE, 0.65 MILE NORTHWEST OF THE
 AW4177'JUNCTION OF FARM ROAD 442, 0.5 MILE SOUTHEAST OF THE JUNCTION OF A
 AW4177'ROAD NORTHEAST TO FAIRCHILDS, AT THE CROSSING OF A DRAIN DITCH, IN THE
 AW4177'TOP AND 1.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 AW4177'CONCRETE HEADWALL OF A LARGE CONCRETE BOX CULVERT, 24 FEET SOUTHWEST
 AW4177'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4177
 AW4177                          STATION RECOVERY (1986)
 AW4177
 AW4177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4177'RECOVERED IN GOOD CONDITION.
 AW4177
 AW4177                          STATION RECOVERY (1987)
 AW4177
 AW4177'RECOVERY NOTE BY US POWER SQUADRON 1987 (GFW)
 AW4177'MARK RECOVERED IN POOR CONDITION.
 AW4177
 AW4177                          STATION RECOVERY (1988)
 AW4177
 AW4177'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4177'RECOVERED IN GOOD CONDITION.
 AW4177
 AW4177                          STATION RECOVERY (1989)
 AW4177
 AW4177'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4177'RECOVERED IN GOOD CONDITION.
 AW4177
 AW4177                          STATION RECOVERY (1995)
 AW4177
 AW4177'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4127 ***********************************************************************
 AW4127  DESIGNATION -  C 1220
 AW4127  PID         -  AW4127
 AW4127  STATE/COUNTY-  TX/BRAZORIA
 AW4127  USGS QUAD   -  BRAZORIA (1952)
 AW4127
 AW4127                         *CURRENT SURVEY CONTROL
 AW4127  ___________________________________________________________________
 AW4127* NAD 83(1986)-  29 04 52.     (N)    095 36 37.     (W)     SCALED    
 AW4127* NAVD 88     -         8.48   (+/-2cm)      27.8    (feet)  VERTCON   
 AW4127  ___________________________________________________________________
 AW4127  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW4127
 AW4127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4127
 AW4127.The horizontal coordinates were scaled from a topographic map and have
 AW4127.an estimated accuracy of +/- 6 seconds.
 AW4127
 AW4127.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4127.The vertical order pertains to the NGVD 29 superseded value.
 AW4127
 AW4127.The geoid height was determined by GEOID03.
 AW4127
 AW4127;                    North         East    Units  Estimated Accuracy
 AW4127;SPC TXSC     - 4,143,070.      929,950.      MT  (+/- 180 meters Scaled)
 AW4127
 AW4127                          SUPERSEDED SURVEY CONTROL
 AW4127
 AW4127  NGVD 29 (??/??/92)    8.498  (m)           27.88   (f) ADJ UNCH    2 0
 AW4127
 AW4127.Superseded values are not recommended for survey control.
 AW4127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4127.See file dsdata.txt to determine how the superseded data were derived.
 AW4127
 AW4127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN459197(NAD 83)
 AW4127_MARKER: DB = BENCH MARK DISK
 AW4127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4127_SP_SET: CULVERT
 AW4127_STAMPING: C 1220 1973
 AW4127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4127
 AW4127  HISTORY     - Date     Condition        Report By
 AW4127  HISTORY     - 1973     MONUMENTED       NGS
 AW4127  HISTORY     - 1987     GOOD             USPSQD
 AW4127  HISTORY     - 1987     GOOD             USPSQD
 AW4127  HISTORY     - 1988     GOOD             USPSQD
 AW4127  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4127  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4127
 AW4127                          STATION DESCRIPTION
 AW4127
 AW4127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4127'3.4 MI NW FROM BRAZORIA.
 AW4127'3.4 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4127'HIGHWAY 332 AT BRAZORIA, 0.2 MILE SOUTHEAST OF SAINT PAUL MISSION
 AW4127'CHURCH, IN THE TOP AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 AW4127'NORTHEAST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT, 30 FEET
 AW4127'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 AW4127'HIGHWAY.
 AW4127
 AW4127                          STATION RECOVERY (1987)
 AW4127
 AW4127'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4127'RECOVERED IN GOOD CONDITION.
 AW4127
 AW4127                          STATION RECOVERY (1987)
 AW4127
 AW4127'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4127'RECOVERED IN GOOD CONDITION.
 AW4127
 AW4127                          STATION RECOVERY (1988)
 AW4127
 AW4127'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4127'RECOVERED IN GOOD CONDITION.
 AW4127
 AW4127                          STATION RECOVERY (1989)
 AW4127
 AW4127'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4127'MARK NOT FOUND.
 AW4127
 AW4127                          STATION RECOVERY (1994)
 AW4127
 AW4127'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1772 ***********************************************************************
 AW1772  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1772  DESIGNATION -  C 1221
 AW1772  PID         -  AW1772
 AW1772  STATE/COUNTY-  TX/HARRIS
 AW1772  USGS QUAD   -  SATSUMA (1982)
 AW1772
 AW1772                         *CURRENT SURVEY CONTROL
 AW1772  ___________________________________________________________________
 AW1772* NAD 83(1993)-  29 56 42.23609(N)    095 31 39.99366(W)     ADJUSTED  
 AW1772* NAVD 88     -        35.43   (meters)     116.2    (feet)  GPS OBS   
 AW1772  ___________________________________________________________________
 AW1772  X           -    -532,821.245 (meters)                     COMP
 AW1772  Y           -  -5,505,583.138 (meters)                     COMP
 AW1772  Z           -   3,165,102.526 (meters)                     COMP
 AW1772  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW1772  ELLIP HEIGHT-           7.99  (meters)          (12/03/01) GPS OBS
 AW1772  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW1772  DYNAMIC HT  -          35.38  (meters)     116.1   (feet)  COMP
 AW1772  MODELED GRAV-     979,292.4   (mgal)                       NAVD 88
 AW1772
 AW1772  HORZ ORDER  -  FIRST
 AW1772  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1772  ELLP ORDER  -  FOURTH    CLASS II
 AW1772
 AW1772.The horizontal coordinates were established by GPS observations
 AW1772.and adjusted by the National Geodetic Survey in December 2001..
 AW1772
 AW1772.The orthometric height was determined by GPS observations and a
 AW1772.high-resolution geoid model using precise GPS observation and
 AW1772.processing techniques. It supersedes the leveled height previously
 AW1772.determined for this station.
 AW1772.WARNING-GPS observations at this control monument resulted in a GPS
 AW1772.derived orthometric height which differed from the leveled height by
 AW1772.more than one decimeter (0.1 meter).
 AW1772.The vertical order pertains to the first NAVD 88 superseded value.
 AW1772
 AW1772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1772
 AW1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1772
 AW1772.The ellipsoidal height was determined by GPS observations
 AW1772.and is referenced to NAD 83.
 AW1772
 AW1772.The geoid height was determined by GEOID03.
 AW1772
 AW1772.The dynamic height is computed by dividing the NAVD 88
 AW1772.geopotential number by the normal gravity value computed on the
 AW1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1772.degrees latitude (g = 980.6199 gals.).
 AW1772
 AW1772.The modeled gravity was interpolated from observed gravity values.
 AW1772
 AW1772;                    North         East     Units Scale Factor Converg.
 AW1772;SPC TXSC     - 4,239,015.191   935,130.213   MT  0.99991978   +1 42 03.9
 AW1772;SPC TXSC     -13,907,502.34  3,068,006.37   sFT  0.99991978   +1 42 03.9
 AW1772;UTM  15      - 3,315,385.725   256,027.694   MT  1.00033444   -1 15 44.7
 AW1772
 AW1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1772!SPC TXSC     -   0.99999875  x   0.99991978  =   0.99991853
 AW1772!UTM  15      -   0.99999875  x   1.00033444  =   1.00033318
 AW1772
 AW1772                          SUPERSEDED SURVEY CONTROL
 AW1772
 AW1772  ELLIP H (10/25/00)    8.24   (m)                       GP(       ) 4 1
 AW1772  NAD 83(1993)-  29 56 42.23646(N)    095 31 39.99293(W) AD(       ) 1
 AW1772  ELLIP H (10/17/96)    8.37   (m)                       GP(       ) 3 1
 AW1772  NAVD 88 (06/15/91)   36.035  (m)          118.22   (f) ADJUSTED    1 2
 AW1772  NGVD 29 (12/23/87)   36.029  (m)          118.21   (f) ADJUSTED    1 2
 AW1772
 AW1772.Superseded values are not recommended for survey control.
 AW1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1772.See file dsdata.txt to determine how the superseded data were derived.
 AW1772
 AW1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5602815386(NAD 83)
 AW1772_MARKER: DB = BENCH MARK DISK
 AW1772_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1772_SP_SET: COPPER-CLAD STEEL ROD
 AW1772_STAMPING: C 1221 1973
 AW1772_MARK LOGO: NGS   
 AW1772_MAGNETIC: I = MARKER IS A STEEL ROD
 AW1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1772+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW1772
 AW1772  HISTORY     - Date     Condition        Report By
 AW1772  HISTORY     - 1973     MONUMENTED       NGS
 AW1772  HISTORY     - 1978     GOOD             NGS
 AW1772  HISTORY     - 1986     GOOD             NGS
 AW1772  HISTORY     - 19941129 GOOD             HGCSD
 AW1772  HISTORY     - 19950108 GOOD             USPSQD
 AW1772  HISTORY     - 20040712 GOOD             USPSQD
 AW1772  HISTORY     - 20051014 GOOD             USPSQD
 AW1772
 AW1772                          STATION DESCRIPTION
 AW1772
 AW1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1772'11.6 MI SE FROM TOMBALL.
 AW1772'ABOUT 11.6 MILES SOUTHEAST ALONG BURLINGTON-ROCK ISLAND RAILROAD FROM
 AW1772'THE STATION AT TOMBALL, ABOUT 0.1 MILE NORTHWEST ALONG FARM ROAD 149,
 AW1772'AT THE ENTRANCE TO THE HOUSTON LIGHTING AND POWER CO. - T.H. WHARTON
 AW1772'ELECTRIC POWER STATION, 74 FEET SOUTHWEST OF THE CENTER LINE OF FARM
 AW1772'ROAD 149, 26 FEET SOUTHEAST OF THE CENTER LINE OF A CHAIN LINK GATE AT
 AW1772'THE ENTRANCE, 0.7 FOOT SOUTH OF A CHAIN LINK FENCE, 0.7 FOOT WEST OF A
 AW1772'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE ROAD, AND IS A DISK
 AW1772'SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A
 AW1772'6-INCH METAL PIPE.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 AW1772
 AW1772                          STATION RECOVERY (1978)
 AW1772
 AW1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1772'RECOVERED IN GOOD CONDITION.
 AW1772
 AW1772                          STATION RECOVERY (1986)
 AW1772
 AW1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1772'RECOVERED IN GOOD CONDITION.
 AW1772
 AW1772                          STATION RECOVERY (1994)
 AW1772
 AW1772'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW1772'RECOVERED AS DESCRIBED  CHANGE 74 FEET (22.6 M) SOUTHWEST OF CENTER
 AW1772'LINE OF FARM RD 149  TO 66 FEET (20.1 M) SOUTHEAST OF THE CENTER LINE
 AW1772'OF THE SOUTH EAST BOUND FEEDER OF FM 249.
 AW1772
 AW1772                          STATION RECOVERY (1995)
 AW1772
 AW1772'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1772'RECOVERED IN GOOD CONDITION.
 AW1772
 AW1772                          STATION RECOVERY (2004)
 AW1772
 AW1772'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1772'RECOVERED IN GOOD CONDITION.
 AW1772
 AW1772                          STATION RECOVERY (2005)
 AW1772
 AW1772'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1772'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1850 ***********************************************************************
 AW1850  DESIGNATION -  C 1222
 AW1850  PID         -  AW1850
 AW1850  STATE/COUNTY-  TX/HARRIS
 AW1850  USGS QUAD   -  WARREN LAKE (1980)
 AW1850
 AW1850                         *CURRENT SURVEY CONTROL
 AW1850  ___________________________________________________________________
 AW1850* NAD 83(1986)-  29 59 54.     (N)    095 46 12.     (W)     SCALED    
 AW1850* NAVD 88     -        59.057  (meters)     193.76   (feet)  ADJUSTED  
 AW1850  ___________________________________________________________________
 AW1850  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW1850  DYNAMIC HT  -          58.977 (meters)     193.49  (feet)  COMP
 AW1850  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 AW1850
 AW1850  VERT ORDER  -  FIRST     CLASS II
 AW1850
 AW1850.The horizontal coordinates were scaled from a topographic map and have
 AW1850.an estimated accuracy of +/- 6 seconds.
 AW1850
 AW1850.The orthometric height was determined by differential leveling
 AW1850.and adjusted by the National Geodetic Survey in June 1991..
 AW1850
 AW1850.The geoid height was determined by GEOID03.
 AW1850
 AW1850.The dynamic height is computed by dividing the NAVD 88
 AW1850.geopotential number by the normal gravity value computed on the
 AW1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1850.degrees latitude (g = 980.6199 gals.).
 AW1850
 AW1850.The modeled gravity was interpolated from observed gravity values.
 AW1850
 AW1850;                    North         East    Units  Estimated Accuracy
 AW1850;SPC TXSC     - 4,244,250.      911,590.      MT  (+/- 180 meters Scaled)
 AW1850
 AW1850                          SUPERSEDED SURVEY CONTROL
 AW1850
 AW1850  NGVD 29 (12/23/87)   59.050  (m)          193.73   (f) ADJUSTED    1 2
 AW1850
 AW1850.Superseded values are not recommended for survey control.
 AW1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1850.See file dsdata.txt to determine how the superseded data were derived.
 AW1850
 AW1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP327218(NAD 83)
 AW1850_MARKER: DB = BENCH MARK DISK
 AW1850_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1850_SP_SET: COPPER-CLAD STEEL ROD
 AW1850_STAMPING: C 1222 1973
 AW1850_MARK LOGO: NGS   
 AW1850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1850
 AW1850  HISTORY     - Date     Condition        Report By
 AW1850  HISTORY     - 1973     MONUMENTED       NGS
 AW1850  HISTORY     - 1978     GOOD             NGS
 AW1850  HISTORY     - 1986     GOOD             NGS
 AW1850
 AW1850                          STATION DESCRIPTION
 AW1850
 AW1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1850'4.95 MI SE FROM HOCKLEY.
 AW1850'ABOUT 4.95 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1850'AT HOCKLEY, ABOUT 144 FEET SOUTHWEST OF AND ACROSS FROM THE SOUTHERN
 AW1850'PACIFIC RAILROAD FROM THE CENTER LINE OF THE SOUTHWEST LANE OF THE
 AW1850'HIGHWAY, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 47 1/2 FEET
 AW1850'NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD AND A PIPE CATTLE
 AW1850'GUARD, 4.8 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE 38, 1.7 FEET
 AW1850'NORTHEAST OF A T-FENCE CORNER POST, 0.6 FOOT SOUTHWEST OF A METAL
 AW1850'WITNESS POST, AND IS A DISK SET IN TOP OF A 5/8-INCH COPPER COATED
 AW1850'STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND, AND
 AW1850'PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 6 INCHES.  THE ROD WAS
 AW1850'DRIVEN TO A DEPTH OF 14 1/2 FEET.
 AW1850
 AW1850                          STATION RECOVERY (1978)
 AW1850
 AW1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1850'RECOVERED IN GOOD CONDITION.
 AW1850
 AW1850                          STATION RECOVERY (1986)
 AW1850
 AW1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1850'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.8 KM (4.85
 AW1850'MI) SOUTHEAST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH HAGAR ROAD
 AW1850'IN HOCKLEY, OR 7.6 KM (4.7 MI) NORTHWEST ALONG U.S. HIGHWAY 290 FROM
 AW1850'ITS JUNCTION WITH SPRING-CYPRESS ROAD IN CYPRESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1017 ***********************************************************************
 AX1017  DESIGNATION -  C 1223
 AX1017  PID         -  AX1017
 AX1017  STATE/COUNTY-  TX/FAYETTE
 AX1017  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1017
 AX1017                         *CURRENT SURVEY CONTROL
 AX1017  ___________________________________________________________________
 AX1017* NAD 83(1986)-  29 54 33.     (N)    096 46 24.     (W)     SCALED    
 AX1017* NAVD 88     -        91.382  (meters)     299.81   (feet)  ADJUSTED  
 AX1017  ___________________________________________________________________
 AX1017  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX1017  DYNAMIC HT  -          91.256 (meters)     299.40  (feet)  COMP
 AX1017  MODELED GRAV-     979,262.8   (mgal)                       NAVD 88
 AX1017
 AX1017  VERT ORDER  -  FIRST     CLASS I
 AX1017
 AX1017.The horizontal coordinates were scaled from a topographic map and have
 AX1017.an estimated accuracy of +/- 6 seconds.
 AX1017
 AX1017.The orthometric height was determined by differential leveling
 AX1017.and adjusted by the National Geodetic Survey in June 1991..
 AX1017
 AX1017.The geoid height was determined by GEOID03.
 AX1017
 AX1017.The dynamic height is computed by dividing the NAVD 88
 AX1017.geopotential number by the normal gravity value computed on the
 AX1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1017.degrees latitude (g = 980.6199 gals.).
 AX1017
 AX1017.The modeled gravity was interpolated from observed gravity values.
 AX1017
 AX1017;                    North         East    Units  Estimated Accuracy
 AX1017;SPC TXSC     - 4,232,110.      815,010.      MT  (+/- 180 meters Scaled)
 AX1017
 AX1017                          SUPERSEDED SURVEY CONTROL
 AX1017
 AX1017  NGVD 29 (12/23/87)   91.337  (m)          299.66   (f) ADJUSTED    1 1
 AX1017
 AX1017.Superseded values are not recommended for survey control.
 AX1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1017.See file dsdata.txt to determine how the superseded data were derived.
 AX1017
 AX1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU149108(NAD 83)
 AX1017_MARKER: DB = BENCH MARK DISK
 AX1017_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX1017+WITH SETTING: INTO GROUND
 AX1017_SP_SET: METAL ROD WITH BASE PLATE
 AX1017_STAMPING: C 1223 1973
 AX1017_MARK LOGO: NGS   
 AX1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1017+STABILITY: SURFACE MOTION
 AX1017
 AX1017  HISTORY     - Date     Condition        Report By
 AX1017  HISTORY     - 1973     MONUMENTED       NGS
 AX1017  HISTORY     - 1973     GOOD             NGS
 AX1017  HISTORY     - 1976     GOOD             NGS
 AX1017  HISTORY     - 1978     GOOD             NGS
 AX1017  HISTORY     - 1987     GOOD             NGS
 AX1017
 AX1017                          STATION DESCRIPTION
 AX1017
 AX1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1017'6.2 MI W FROM FAYETTEVILLE.
 AX1017'6.2 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1017'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, 6.6 MILES EAST OF LA
 AX1017'GRANGE, AT A PRIVATE ROAD CROSSING, 84 FEET SOUTH AND ACROSS THE TRACK
 AX1017'FROM MILE POLE 995, 2 POLES EAST OF THE EAST END OF A WOODEN TRESTLE
 AX1017'994.9, 47.0 FEET SOUTH OF THE SOUTH RAIL, 16 FEET WEST OF THE CENTER
 AX1017'LINE OF THE ROAD, 29 1/2 FEET WEST OF A TG FENCE JUNCTION, 9 FEET WEST
 AX1017'OF THE WEST END OF A METAL GATE, 0.8 FOOT NORTH OF A FENCE, 1.0 FOOT
 AX1017'EAST OF WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, A DISK ON THE
 AX1017'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG AND HAS A
 AX1017'BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 AX1017'6-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX1017
 AX1017                          STATION RECOVERY (1973)
 AX1017
 AX1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AX1017'RECOVERED IN GOOD CONDITION.
 AX1017
 AX1017                          STATION RECOVERY (1976)
 AX1017
 AX1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1017'RECOVERED IN GOOD CONDITION.
 AX1017
 AX1017                          STATION RECOVERY (1978)
 AX1017
 AX1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1017'RECOVERED IN GOOD CONDITION.
 AX1017
 AX1017                          STATION RECOVERY (1987)
 AX1017
 AX1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1480 ***********************************************************************
 AX1480  DESIGNATION -  C 1224
 AX1480  PID         -  AX1480
 AX1480  STATE/COUNTY-  TX/BASTROP
 AX1480  USGS QUAD   -  TOGO (1981)
 AX1480
 AX1480                         *CURRENT SURVEY CONTROL
 AX1480  ___________________________________________________________________
 AX1480* NAD 83(1986)-  29 59 42.     (N)    097 08 04.     (W)     SCALED    
 AX1480* NAVD 88     -        95.020  (meters)     311.74   (feet)  ADJUSTED  
 AX1480  ___________________________________________________________________
 AX1480  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AX1480  DYNAMIC HT  -          94.892 (meters)     311.32  (feet)  COMP
 AX1480  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 AX1480
 AX1480  VERT ORDER  -  FIRST     CLASS I
 AX1480
 AX1480.The horizontal coordinates were scaled from a topographic map and have
 AX1480.an estimated accuracy of +/- 6 seconds.
 AX1480
 AX1480.The orthometric height was determined by differential leveling
 AX1480.and adjusted by the National Geodetic Survey in June 1991..
 AX1480
 AX1480.The geoid height was determined by GEOID03.
 AX1480
 AX1480.The dynamic height is computed by dividing the NAVD 88
 AX1480.geopotential number by the normal gravity value computed on the
 AX1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1480.degrees latitude (g = 980.6199 gals.).
 AX1480
 AX1480.The modeled gravity was interpolated from observed gravity values.
 AX1480
 AX1480;                    North         East    Units  Estimated Accuracy
 AX1480;SPC TX C     - 3,040,840.    1,008,630.      MT  (+/- 180 meters Scaled)
 AX1480
 AX1480                          SUPERSEDED SURVEY CONTROL
 AX1480
 AX1480  NGVD 29 (??/??/92)   94.970  (m)          311.58   (f) ADJ UNCH    1 1
 AX1480
 AX1480.Superseded values are not recommended for survey control.
 AX1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1480.See file dsdata.txt to determine how the superseded data were derived.
 AX1480
 AX1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU799196(NAD 83)
 AX1480_MARKER: DB = BENCH MARK DISK
 AX1480_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX1480+WITH SETTING: INTO GROUND
 AX1480_STAMPING: C 1224 1973
 AX1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1480+STABILITY: SURFACE MOTION
 AX1480
 AX1480  HISTORY     - Date     Condition        Report By
 AX1480  HISTORY     - 1973     MONUMENTED       NGS
 AX1480  HISTORY     - 1978     GOOD             NGS
 AX1480
 AX1480                          STATION DESCRIPTION
 AX1480
 AX1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1480'2.0 MI SE FROM SMITHVILLE.
 AX1480'0.25 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT SMITHVILLE,
 AX1480'THENCE 1.75 MILE SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD,
 AX1480'AT THE CROSSING OF AN ASPHALT ROAD, 3 POLES SOUTHEAST AND ACROSS THE
 AX1480'TRACK FROM MILE POLE 971, 37.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 AX1480'34 FEET EAST OF THE CENTER LINE OF THE ASPHALT ROAD, 35 FEET NORTHEAST
 AX1480'OF THE EXTENDED CENTER LINE OF LAKE ROAD, 11 FEET EAST-NORTHEAST OF A
 AX1480'FENCE CORNER, 2 1/2 FEET EAST OF TELEPHONE POLE 2142 SPUR 107 WITH A
 AX1480'METAL BOX AND TWO GUY WIRES, 1.6 FEET SOUTHEAST OF A WITNESS POST, AND
 AX1480'ABOUT 3 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH
 AX1480'COPPER COATED ROD WHICH IS 4 FEET LONG AND HAS A BASE PLATE ATTACHED,
 AX1480'THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH IRON PIPE
 AX1480'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX1480
 AX1480                          STATION RECOVERY (1978)
 AX1480
 AX1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0667 ***********************************************************************
 BM0667  DESIGNATION -  C 1225
 BM0667  PID         -  BM0667
 BM0667  STATE/COUNTY-  TX/BASTROP
 BM0667  USGS QUAD   -  WEBBERVILLE (1987)
 BM0667
 BM0667                         *CURRENT SURVEY CONTROL
 BM0667  ___________________________________________________________________
 BM0667* NAD 83(1986)-  30 11 16.     (N)    097 33 22.     (W)     SCALED    
 BM0667* NAVD 88     -       147.503  (meters)     483.93   (feet)  ADJUSTED  
 BM0667  ___________________________________________________________________
 BM0667  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BM0667  DYNAMIC HT  -         147.302 (meters)     483.27  (feet)  COMP
 BM0667  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 BM0667
 BM0667  VERT ORDER  -  FIRST     CLASS I
 BM0667
 BM0667.The horizontal coordinates were scaled from a topographic map and have
 BM0667.an estimated accuracy of +/- 6 seconds.
 BM0667
 BM0667.The orthometric height was determined by differential leveling
 BM0667.and adjusted by the National Geodetic Survey in June 1991..
 BM0667
 BM0667.The geoid height was determined by GEOID03.
 BM0667
 BM0667.The dynamic height is computed by dividing the NAVD 88
 BM0667.geopotential number by the normal gravity value computed on the
 BM0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0667.degrees latitude (g = 980.6199 gals.).
 BM0667
 BM0667.The modeled gravity was interpolated from observed gravity values.
 BM0667
 BM0667;                    North         East    Units  Estimated Accuracy
 BM0667;SPC TX C     - 3,061,110.      967,430.      MT  (+/- 180 meters Scaled)
 BM0667
 BM0667                          SUPERSEDED SURVEY CONTROL
 BM0667
 BM0667  NGVD 29 (??/??/92)  147.422  (m)          483.67   (f) ADJ UNCH    1 1
 BM0667
 BM0667.Superseded values are not recommended for survey control.
 BM0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0667.See file dsdata.txt to determine how the superseded data were derived.
 BM0667
 BM0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU390404(NAD 83)
 BM0667_MARKER: DB = BENCH MARK DISK
 BM0667_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BM0667+WITH SETTING: INTO GROUND
 BM0667_STAMPING: C 1225 1973
 BM0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0667+STABILITY: SURFACE MOTION
 BM0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0667+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 BM0667
 BM0667  HISTORY     - Date     Condition        Report By
 BM0667  HISTORY     - 1973     MONUMENTED       NGS
 BM0667  HISTORY     - 1978     GOOD             NGS
 BM0667  HISTORY     - 1989     GOOD             USPSQD
 BM0667  HISTORY     - 1990     GOOD             USPSQD
 BM0667  HISTORY     - 1991     GOOD             USPSQD
 BM0667  HISTORY     - 19951226 GOOD             USPSQD
 BM0667  HISTORY     - 20040612 GOOD             USPSQD
 BM0667
 BM0667                          STATION DESCRIPTION
 BM0667
 BM0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0667'0.25 MI E FROM GARFIELD.
 BM0667'ABOUT 0.25 MILES EAST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0667'STATION AND STORE AT GARFIELD, 119 YARDS (P) NORTH OF THE CENTER LINE
 BM0667'OF THE NORTH LANE OF THE HIGHWAY, 193.0 FEET NORTH OF THE CENTER LINE
 BM0667'OF THE OLD HIGHWAY, 45.0 FEET WEST OF THE CENTER LINE OF THE CALDWELL
 BM0667'LANE WHICH IS A PAVED ROAD, 24.0 FEET NORTH OF THE CENTER LINE OF A
 BM0667'GATE IN CHAIN LINK FENCE AROUND A WATER TOWER, 8.5 FEET EAST OF THE
 BM0667'NORTHEAST LEG OF WATER TOWER, 3.0 FEET SOUTHEAST OF A PIPE CORNER
 BM0667'POST, 2.5 FEET EAST OF A CHAIN LINK FENCE, 0.85 MILES EAST OF THE
 BM0667'BENCH MARK B 1225, 0.6 FEET WEST OF A METAL WITNESS POST, ABOUT 1.0
 BM0667'FEET BELOW THE LEVEL OF THE CALDWELL LANE AND IS A DISK ON TOP OF A
 BM0667'4-FEET LENGTH OF COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 BM0667'FASTENED TO A BASE PLATE.  THE MARK IS PROTECTED BY A 6-INCH IRON PIPE
 BM0667'WHICH PROJECTS 1-INCH BELOW THE GROUND.
 BM0667
 BM0667                          STATION RECOVERY (1978)
 BM0667
 BM0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0667'RECOVERED IN GOOD CONDITION.
 BM0667
 BM0667                          STATION RECOVERY (1989)
 BM0667
 BM0667'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0667'RECOVERED IN GOOD CONDITION.
 BM0667
 BM0667                          STATION RECOVERY (1990)
 BM0667
 BM0667'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0667'RECOVERED IN GOOD CONDITION.
 BM0667
 BM0667                          STATION RECOVERY (1991)
 BM0667
 BM0667'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0667'RECOVERED IN GOOD CONDITION.
 BM0667
 BM0667                          STATION RECOVERY (1995)
 BM0667
 BM0667'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0667'RECOVERED IN GOOD CONDITION.
 BM0667
 BM0667                          STATION RECOVERY (2004)
 BM0667
 BM0667'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2419 ***********************************************************************
 AX2419  DESIGNATION -  C 1226
 AX2419  PID         -  AX2419
 AX2419  STATE/COUNTY-  TX/FAYETTE
 AX2419  USGS QUAD   -  LA GRANGE EAST (1981)
 AX2419
 AX2419                         *CURRENT SURVEY CONTROL
 AX2419  ___________________________________________________________________
 AX2419* NAD 83(1986)-  29 54 02.     (N)    096 45 25.     (W)     SCALED    
 AX2419* NAVD 88     -       106.163  (meters)     348.30   (feet)  ADJUSTED  
 AX2419  ___________________________________________________________________
 AX2419  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AX2419  DYNAMIC HT  -         106.016 (meters)     347.82  (feet)  COMP
 AX2419  MODELED GRAV-     979,262.3   (mgal)                       NAVD 88
 AX2419  OBS GRAVITY -     979,264.4   (mgal)                       GRAV_OBS
 AX2419
 AX2419  VERT ORDER  -  FIRST     CLASS I
 AX2419
 AX2419.The horizontal coordinates were scaled from a topographic map and have
 AX2419.an estimated accuracy of +/- 6 seconds.
 AX2419
 AX2419.The orthometric height was determined by differential leveling
 AX2419.and adjusted by the National Geodetic Survey in June 1991..
 AX2419
 AX2419.The geoid height was determined by GEOID03.
 AX2419
 AX2419.The dynamic height is computed by dividing the NAVD 88
 AX2419.geopotential number by the normal gravity value computed on the
 AX2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2419.degrees latitude (g = 980.6199 gals.).
 AX2419
 AX2419.The modeled gravity was interpolated from observed gravity values.
 AX2419.The observed gravity was obtained from relative gravimeter ties
 AX2419.to the IGSN71 gravity network.
 AX2419
 AX2419;                    North         East    Units  Estimated Accuracy
 AX2419;SPC TXSC     - 4,231,180.      816,610.      MT  (+/- 180 meters Scaled)
 AX2419
 AX2419                          SUPERSEDED SURVEY CONTROL
 AX2419
 AX2419  NGVD 29 (12/23/87)  106.118  (m)          348.16   (f) ADJUSTED    1 1
 AX2419
 AX2419.Superseded values are not recommended for survey control.
 AX2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2419.See file dsdata.txt to determine how the superseded data were derived.
 AX2419
 AX2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU165098(NAD 83)
 AX2419_MARKER: DB = BENCH MARK DISK
 AX2419_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX2419+WITH SETTING: INTO GROUND
 AX2419_SP_SET: METAL ROD WITH BASE PLATE
 AX2419_STAMPING: C 1226 1976
 AX2419_MARK LOGO: NGS   
 AX2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2419+STABILITY: SURFACE MOTION
 AX2419
 AX2419  HISTORY     - Date     Condition        Report By
 AX2419  HISTORY     - 1976     MONUMENTED       NGS
 AX2419  HISTORY     - 1978     GOOD             NGS
 AX2419  HISTORY     - 1986     GOOD             NGS
 AX2419
 AX2419                          STATION DESCRIPTION
 AX2419
 AX2419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AX2419'4.9 MI WEST FROM FAYETTEVILLE.
 AX2419'4.9 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2419'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, AT THE CROSSING OF A
 AX2419'PAVED ROAD TO FAYETTE POWER PLANT (NOT UNDER CONSTRUCTION), 25 FEET
 AX2419'SOUTH OF THE SOUTH RAIL(SPUR TO POWER PLANT), 46.3 FEET SOUTH OF THE
 AX2419'SOUTH RAIL (MAIN TRACKS), 51 FEET WEST OF THE CENTERLINE OF THE PAVED
 AX2419'ROAD, AND 2 FEET NORTHWEST OF A FENCE CORNER POST.  DISK IS LEVEL WITH
 AX2419'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AX2419
 AX2419                          STATION RECOVERY (1986)
 AX2419
 AX2419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX2419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1177 ***********************************************************************
 AN1177  DESIGNATION -  C 123
 AN1177  PID         -  AN1177
 AN1177  STATE/COUNTY-  TX/DE WITT
 AN1177  USGS QUAD   -  MISSION VALLEY (1987)
 AN1177
 AN1177                         *CURRENT SURVEY CONTROL
 AN1177  ___________________________________________________________________
 AN1177* NAD 83(1986)-  28 59 49.     (N)    097 09 18.     (W)     SCALED    
 AN1177* NAVD 88     -        49.54   (+/-2cm)     162.5    (feet)  VERTCON   
 AN1177  ___________________________________________________________________
 AN1177  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1177
 AN1177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1177
 AN1177.The horizontal coordinates were scaled from a topographic map and have
 AN1177.an estimated accuracy of +/- 6 seconds.
 AN1177
 AN1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1177.The vertical order pertains to the NGVD 29 superseded value.
 AN1177
 AN1177.The geoid height was determined by GEOID03.
 AN1177
 AN1177;                    North         East    Units  Estimated Accuracy
 AN1177;SPC TXSC     - 4,130,380.      779,750.      MT  (+/- 180 meters Scaled)
 AN1177
 AN1177                          SUPERSEDED SURVEY CONTROL
 AN1177
 AN1177  NGVD 29 (??/??/92)   49.576  (m)          162.65   (f) ADJ UNCH    2 0
 AN1177
 AN1177.Superseded values are not recommended for survey control.
 AN1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1177.See file dsdata.txt to determine how the superseded data were derived.
 AN1177
 AN1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT797090(NAD 83)
 AN1177_MARKER: DB = BENCH MARK DISK
 AN1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1177_STAMPING: C 123 1933
 AN1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1177+STABILITY: SURFACE MOTION
 AN1177
 AN1177  HISTORY     - Date     Condition        Report By
 AN1177  HISTORY     - 1933     MONUMENTED       CGS
 AN1177  HISTORY     - 1963     GOOD             USGS
 AN1177  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AN1177
 AN1177                          STATION DESCRIPTION
 AN1177
 AN1177'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1177'IN THOMASTON.
 AN1177'AT THOMASTON, DE WITT COUNTY, OPPOSITE THE FIRST POLE NORTHWEST OF
 AN1177'MILEPOST 44, 51.2 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN TRACK,
 AN1177'39.0 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 87, 34.0 FEET
 AN1177'SOUTHEAST OF THE CENTER LINE OF A NORTHEAST-SOUTHWEST ROAD, 3.0 FEET
 AN1177'NORTH OF A POLE.  A STANDARD DISK, STAMPED C 123 1933 AND SET IN THE
 AN1177'TOP OF A CONCRETE POST LEVEL WITH THE GROUND.  NOTE-- ACROSS U.S.
 AN1177'HIGHWAY 87 FROM THE POST OFFICE AT THOMASTON.
 AN1177
 AN1177                          STATION RECOVERY (2001)
 AN1177
 AN1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1177'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0710 ***********************************************************************
 CD0710  DESIGNATION -  C 1235
 CD0710  PID         -  CD0710
 CD0710  STATE/COUNTY-  TX/CULBERSON
 CD0710  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0710
 CD0710                         *CURRENT SURVEY CONTROL
 CD0710  ___________________________________________________________________
 CD0710* NAD 83(1986)-  31 58 23.     (N)    104 37 00.     (W)     SCALED    
 CD0710* NAVD 88     -      1325.938  (meters)    4350.18   (feet)  ADJUSTED  
 CD0710  ___________________________________________________________________
 CD0710  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CD0710  DYNAMIC HT  -        1323.911 (meters)    4343.53  (feet)  COMP
 CD0710  MODELED GRAV-     979,064.3   (mgal)                       NAVD 88
 CD0710
 CD0710  VERT ORDER  -  FIRST     CLASS I
 CD0710
 CD0710.The horizontal coordinates were scaled from a topographic map and have
 CD0710.an estimated accuracy of +/- 6 seconds.
 CD0710
 CD0710.The orthometric height was determined by differential leveling
 CD0710.and adjusted by the National Geodetic Survey in June 1991..
 CD0710
 CD0710.The geoid height was determined by GEOID03.
 CD0710
 CD0710.The dynamic height is computed by dividing the NAVD 88
 CD0710.geopotential number by the normal gravity value computed on the
 CD0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0710.degrees latitude (g = 980.6199 gals.).
 CD0710
 CD0710.The modeled gravity was interpolated from observed gravity values.
 CD0710
 CD0710;                    North         East    Units  Estimated Accuracy
 CD0710;SPC TX C     - 3,263,480.      295,230.      MT  (+/- 180 meters Scaled)
 CD0710
 CD0710                          SUPERSEDED SURVEY CONTROL
 CD0710
 CD0710  NGVD 29 (??/??/92) 1325.358  (m)         4348.28   (f) ADJ UNCH    1 1
 CD0710
 CD0710.Superseded values are not recommended for survey control.
 CD0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0710.See file dsdata.txt to determine how the superseded data were derived.
 CD0710
 CD0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER362375(NAD 83)
 CD0710_MARKER: DB = BENCH MARK DISK
 CD0710_SETTING: 80 = SET IN A BOULDER
 CD0710_STAMPING: C 1235 1977
 CD0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0710+STABILITY: SURFACE MOTION
 CD0710
 CD0710  HISTORY     - Date     Condition        Report By
 CD0710  HISTORY     - 1977     MONUMENTED       NGS
 CD0710  HISTORY     - 19970915 GOOD             USPSQD
 CD0710
 CD0710                          STATION DESCRIPTION
 CD0710
 CD0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0710'13.55 MI NE FROM PINE SPRINGS.
 CD0710'13.55 MILES NORTHEAST ALONG HIGHWAYS 62 AND 180 FROM THE
 CD0710'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 5.25 MILES
 CD0710'SOUTHWEST OF THE TEXAS-NEW MEXICO STATE LINE, SET IN TOP OF AN
 CD0710'EMBEDDED BOULDER, 92 FT. NORTHWEST OF THE CENTER LINE OF THE
 CD0710'HIGHWAY, 31.5 FT. NORTHWEST OF A FENCE LINE.
 CD0710
 CD0710                          STATION RECOVERY (1997)
 CD0710
 CD0710'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0735 ***********************************************************************
 CD0735  DESIGNATION -  C 1236
 CD0735  PID         -  CD0735
 CD0735  STATE/COUNTY-  TX/CULBERSON
 CD0735  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0735
 CD0735                         *CURRENT SURVEY CONTROL
 CD0735  ___________________________________________________________________
 CD0735* NAD 83(1986)-  31 47 06.     (N)    104 51 09.     (W)     SCALED    
 CD0735* NAVD 88     -      1251.130  (meters)    4104.75   (feet)  ADJUSTED  
 CD0735  ___________________________________________________________________
 CD0735  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CD0735  DYNAMIC HT  -        1249.232 (meters)    4098.52  (feet)  COMP
 CD0735  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 CD0735
 CD0735  VERT ORDER  -  FIRST     CLASS I
 CD0735
 CD0735.The horizontal coordinates were scaled from a topographic map and have
 CD0735.an estimated accuracy of +/- 6 seconds.
 CD0735
 CD0735.The orthometric height was determined by differential leveling
 CD0735.and adjusted by the National Geodetic Survey in June 1991..
 CD0735
 CD0735.The geoid height was determined by GEOID03.
 CD0735
 CD0735.The dynamic height is computed by dividing the NAVD 88
 CD0735.geopotential number by the normal gravity value computed on the
 CD0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0735.degrees latitude (g = 980.6199 gals.).
 CD0735
 CD0735.The modeled gravity was interpolated from observed gravity values.
 CD0735
 CD0735;                    North         East    Units  Estimated Accuracy
 CD0735;SPC TX C     - 3,243,530.      272,110.      MT  (+/- 180 meters Scaled)
 CD0735
 CD0735                          SUPERSEDED SURVEY CONTROL
 CD0735
 CD0735  NGVD 29 (??/??/92) 1250.574  (m)         4102.92   (f) ADJ UNCH    1 1
 CD0735
 CD0735.Superseded values are not recommended for survey control.
 CD0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0735.See file dsdata.txt to determine how the superseded data were derived.
 CD0735
 CD0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER139166(NAD 83)
 CD0735_MARKER: DB = BENCH MARK DISK
 CD0735_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0735_SP_SET: 8 FT.
 CD0735_STAMPING: C 1236 1977
 CD0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0735
 CD0735  HISTORY     - Date     Condition        Report By
 CD0735  HISTORY     - 1977     MONUMENTED       NGS
 CD0735
 CD0735                          STATION DESCRIPTION
 CD0735
 CD0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0735'10.25 MI SW FROM PINE SPRINGS.
 CD0735'9.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0735'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.0
 CD0735'MILE SOUTH ALONG STATE HIGHWAY 54, 0.35 MILE NORTH OF THE
 CD0735'JUNCTION OF THE 1943 ROUTE OF U.S. HIGHWAYS 62 AND 180,
 CD0735'SET ON THE SOUTH SIDE OF A CREST IN THE HIGHWAY,
 CD0735'59.5 FT. WEST OF THE CENTER LINE OF THE HIGHWAY,
 CD0735'15 FT. SOUTH OF THE WEST ONE OF TWO RIGHT-OF-WAY MARKERS MADE OF
 CD0735'CONCRETE, 1.5 FT. EAST OF A RIGHT-OF-WAY FENCE, DISK IS 0.4 FT.
 CD0735'BELOW GROUND LEVEL, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CD0735'PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0461 ***********************************************************************
 AW0461  DESIGNATION -  C 1237
 AW0461  PID         -  AW0461
 AW0461  STATE/COUNTY-  TX/GALVESTON
 AW0461  USGS QUAD   -  GALVESTON (1994)
 AW0461
 AW0461                         *CURRENT SURVEY CONTROL
 AW0461  ___________________________________________________________________
 AW0461* NAD 83(1986)-  29 17 12.     (N)    094 51 51.     (W)     SCALED    
 AW0461* NAVD 88     -         1.915  (meters)       6.28   (feet)  ADJUSTED  
 AW0461  ___________________________________________________________________
 AW0461  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0461  DYNAMIC HT  -           1.913 (meters)       6.28  (feet)  COMP
 AW0461  MODELED GRAV-     979,260.6   (mgal)                       NAVD 88
 AW0461
 AW0461  VERT ORDER  -  FIRST     CLASS II
 AW0461
 AW0461.The horizontal coordinates were scaled from a topographic map and have
 AW0461.an estimated accuracy of +/- 6 seconds.
 AW0461
 AW0461.The orthometric height was determined by differential leveling
 AW0461.and adjusted by the National Geodetic Survey in March 1997..
 AW0461
 AW0461.The geoid height was determined by GEOID03.
 AW0461
 AW0461.The dynamic height is computed by dividing the NAVD 88
 AW0461.geopotential number by the normal gravity value computed on the
 AW0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0461.degrees latitude (g = 980.6199 gals.).
 AW0461
 AW0461.The modeled gravity was interpolated from observed gravity values.
 AW0461
 AW0461;                    North         East    Units  Estimated Accuracy
 AW0461;SPC TXSC     - 4,168,170.    1,001,740.      MT  (+/- 180 meters Scaled)
 AW0461
 AW0461                          SUPERSEDED SURVEY CONTROL
 AW0461
 AW0461  NAVD 88 (06/15/91)    1.941  (m)            6.37   (f) UNKNOWN     1 1
 AW0461  NGVD 29 (12/23/87)    1.938  (m)            6.36   (f) ADJUSTED    1 1
 AW0461
 AW0461.Superseded values are not recommended for survey control.
 AW0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0461.See file dsdata.txt to determine how the superseded data were derived.
 AW0461
 AW0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN189411(NAD 83)
 AW0461_MARKER: DV = VERTICAL CONTROL DISK
 AW0461_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0461_SP_SET: CULVERT HEADWALL
 AW0461_STAMPING: C 1237 1978
 AW0461_MARK LOGO: NGS   
 AW0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0461+STABILITY: SURFACE MOTION
 AW0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0461+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0461
 AW0461  HISTORY     - Date     Condition        Report By
 AW0461  HISTORY     - 1978     MONUMENTED       NGS
 AW0461  HISTORY     - 1983     GOOD             NGS
 AW0461  HISTORY     - 1987     GOOD             NGS
 AW0461  HISTORY     - 1988     GOOD             USPSQD
 AW0461  HISTORY     - 1989     GOOD             USPSQD
 AW0461  HISTORY     - 1990     GOOD             USPSQD
 AW0461  HISTORY     - 19940508 GOOD             USPSQD
 AW0461  HISTORY     - 19961205 GOOD             NGS
 AW0461  HISTORY     - 20031205 GOOD             USPSQD
 AW0461  HISTORY     - 20041208 GOOD             USPSQD
 AW0461  HISTORY     - 20051209 GOOD             USPSQD
 AW0461
 AW0461                          STATION DESCRIPTION
 AW0461
 AW0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0461'2.5 MI SE FROM VIRGINIA POINT.
 AW0461'2.5 MILES SOUTHEAST ALONG THE ATCHINSON TOPEKA AND SANTA FE RAILROAD
 AW0461'FROM THE SIGNAL STATION AT VIRGINIA POINT, SET IN THE TOP AND 1 FOOT
 AW0461'WEST OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE BOX CULVERT
 AW0461'UNDER A PAVED FRONTAGE ROAD WHICH PARALLELS THE RAILROAD TRACK
 AW0461'AND SEAWALL, AND WHICH LEADS TO THE OLD DRAW BRIDGE OVER GALVESTON
 AW0461'BAY, 19 FEET NORTH OF CENTERLINE OF THE PAVED ROAD, 173 FEET WEST
 AW0461'OF CENTERLINE OF INDUSTRIAL BLVD, 180 FEET NORTH OF A ENTRANCE ROAD
 AW0461'TO INTERSTATE 45 NORTH, 1 FOOT WEST OF A REFLECTOR SIGNAL POST,
 AW0461'AND 131 FEET WEST OF THE EAST END OF A 18-INCH  PIPE CULVERT HEADWALL.
 AW0461
 AW0461                          STATION RECOVERY (1983)
 AW0461
 AW0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0461'RECOVERED IN GOOD CONDITION.
 AW0461
 AW0461                          STATION RECOVERY (1987)
 AW0461
 AW0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0461'RECOVERED IN GOOD CONDITION, THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 AW0461'THE RAILROAD MENTIONED THEREIN NO LONGER EXIST.
 AW0461
 AW0461                          STATION RECOVERY (1988)
 AW0461
 AW0461'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0461'RECOVERED IN GOOD CONDITION.
 AW0461
 AW0461                          STATION RECOVERY (1989)
 AW0461
 AW0461'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0461'RECOVERED IN GOOD CONDITION.
 AW0461
 AW0461                          STATION RECOVERY (1990)
 AW0461
 AW0461'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0461'RECOVERED IN GOOD CONDITION.
 AW0461
 AW0461                          STATION RECOVERY (1994)
 AW0461
 AW0461'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0461'RECOVERED IN GOOD CONDITION.
 AW0461
 AW0461                          STATION RECOVERY (1996)
 AW0461
 AW0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0461'IN GALVESTON, AT 8222 HARBORSIDE DRIVE, IN TOP OF AND 0.3 M (1.0 FT)
 AW0461'WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER
 AW0461'A PAVED ROAD LEADING TO A RAILROAD DRAW BRIDGE, 53.0 M (173.9 FT) WEST
 AW0461'OF THE DRIVE CENTER, 27.0 M (88.6 FT) EAST OF THE CENTER OF A
 AW0461'DRIVEWAY, 12.7 M (41.7 FT) SOUTH OF THE SOUTHWEST CORNER OF THE LUCUS
 AW0461'CONSTRUCTION COMPANY AT 8222 HARBORSIDE DRIVE, 5.6 M (18.4 FT) NORTH
 AW0461'OF THE ROAD CENTER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 AW0461
 AW0461                          STATION RECOVERY (2003)
 AW0461
 AW0461'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0461'GPS ON THE MARK WAS N29 17.176' W094 51.815
 AW0461
 AW0461                          STATION RECOVERY (2004)
 AW0461
 AW0461'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0461'RECOVERED IN GOOD CONDITION.
 AW0461
 AW0461                          STATION RECOVERY (2005)
 AW0461
 AW0461'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0461'RECOVERED AS DESCRIBED. ORANGE PAINT AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1660 ***********************************************************************
 AX1660  DESIGNATION -  C 124
 AX1660  PID         -  AX1660
 AX1660  STATE/COUNTY-  TX/DE WITT
 AX1660  USGS QUAD   -  BLACKWELL LAKE (1987)
 AX1660
 AX1660                         *CURRENT SURVEY CONTROL
 AX1660  ___________________________________________________________________
 AX1660* NAD 83(1986)-  29 04 40.     (N)    097 22 45.     (W)     SCALED    
 AX1660* NAVD 88     -        68.29   (+/-2cm)     224.0    (feet)  VERTCON   
 AX1660  ___________________________________________________________________
 AX1660  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX1660
 AX1660  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1660
 AX1660.The horizontal coordinates were scaled from a topographic map and have
 AX1660.an estimated accuracy of +/- 6 seconds.
 AX1660
 AX1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1660.The vertical order pertains to the NGVD 29 superseded value.
 AX1660
 AX1660.The geoid height was determined by GEOID03.
 AX1660
 AX1660;                    North         East    Units  Estimated Accuracy
 AX1660;SPC TXSC     - 4,139,010.      757,790.      MT  (+/- 180 meters Scaled)
 AX1660
 AX1660                          SUPERSEDED SURVEY CONTROL
 AX1660
 AX1660  NGVD 29 (??/??/92)   68.295  (m)          224.06   (f) ADJ UNCH    2 0
 AX1660
 AX1660.Superseded values are not recommended for survey control.
 AX1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1660.See file dsdata.txt to determine how the superseded data were derived.
 AX1660
 AX1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT577176(NAD 83)
 AX1660_MARKER: DB = BENCH MARK DISK
 AX1660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1660_SP_SET: CULVERT
 AX1660_STAMPING: C-124 1933
 AX1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1660
 AX1660  HISTORY     - Date     Condition        Report By
 AX1660  HISTORY     - 1933     MONUMENTED       CGS
 AX1660  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1660
 AX1660                          STATION DESCRIPTION
 AX1660
 AX1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1660'5.6 MI W FROM CUERO.
 AX1660'ALONG THE TEXAS AND NEW ORLEANS R.R.  1.5 MILES EAST OF BUCHEL AND 6
 AX1660'1/2 POLES EAST OF M.P. 141 AND 10 FT. SOUTH OF THE CENTERLINE OF THE
 AX1660'TRACKS IN THE WEST END OF THE SOUTH WINGWALL OF CONCRETE BOX CULVERT 3
 AX1660'X 3 FT.
 AX1660
 AX1660                          STATION RECOVERY (2001)
 AX1660
 AX1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1660'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0326 ***********************************************************************
 EM0326  DESIGNATION -  C 124
 EM0326  PID         -  EM0326
 EM0326  STATE/COUNTY-  TX/WILBARGER
 EM0326  USGS QUAD   -  ODELL (1985)
 EM0326
 EM0326                         *CURRENT SURVEY CONTROL
 EM0326  ___________________________________________________________________
 EM0326* NAD 83(1986)-  34 21 07.     (N)    099 22 32.     (W)     SCALED    
 EM0326* NAVD 88     -       416.634  (meters)    1366.91   (feet)  ADJUSTED  
 EM0326  ___________________________________________________________________
 EM0326  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 EM0326  DYNAMIC HT  -         416.171 (meters)    1365.39  (feet)  COMP
 EM0326  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 EM0326
 EM0326  VERT ORDER  -  SECOND    CLASS 0
 EM0326
 EM0326.The horizontal coordinates were scaled from a topographic map and have
 EM0326.an estimated accuracy of +/- 6 seconds.
 EM0326
 EM0326.The orthometric height was determined by differential leveling
 EM0326.and adjusted by the National Geodetic Survey in June 1991..
 EM0326
 EM0326.The geoid height was determined by GEOID03.
 EM0326
 EM0326.The dynamic height is computed by dividing the NAVD 88
 EM0326.geopotential number by the normal gravity value computed on the
 EM0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0326.degrees latitude (g = 980.6199 gals.).
 EM0326
 EM0326.The modeled gravity was interpolated from observed gravity values.
 EM0326
 EM0326;                    North         East    Units  Estimated Accuracy
 EM0326;SPC TXNC     - 2,298,140.      519,440.      MT  (+/- 180 meters Scaled)
 EM0326
 EM0326                          SUPERSEDED SURVEY CONTROL
 EM0326
 EM0326  NGVD 29 (??/??/92)  416.485  (m)         1366.42   (f) ADJ UNCH    2 0
 EM0326
 EM0326.Superseded values are not recommended for survey control.
 EM0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0326.See file dsdata.txt to determine how the superseded data were derived.
 EM0326
 EM0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD654012(NAD 83)
 EM0326_MARKER: DB = BENCH MARK DISK
 EM0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0326_STAMPING: C 124 1961
 EM0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0326+STABILITY: SURFACE MOTION
 EM0326
 EM0326  HISTORY     - Date     Condition        Report By
 EM0326  HISTORY     - 1961     MONUMENTED       CGS
 EM0326  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0326
 EM0326                          STATION DESCRIPTION
 EM0326
 EM0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0326'2.3 MI E FROM ODELL.
 EM0326'2.3 MILES EAST ALONG FARM ROAD 91 FROM THE POST OFFICE AT ODELL, ABOUT
 EM0326'100 FEET NORTH OF A FARM HOUSE, 37 FEET NORTH OF THE CENTER OF THE
 EM0326'HIGHWAY, 1.5 FEET EAST OF A POWER POLE, 1.5 FEET EAST OF THE WITNESS
 EM0326'POST, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 EM0326'OF THE GROUND.
 EM0326
 EM0326                          STATION RECOVERY (1984)
 EM0326
 EM0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1618 ***********************************************************************
 AW1618  DESIGNATION -  C 1241
 AW1618  PID         -  AW1618
 AW1618  STATE/COUNTY-  TX/GALVESTON
 AW1618  USGS QUAD   -  TEXAS CITY (1994)
 AW1618
 AW1618                         *CURRENT SURVEY CONTROL
 AW1618  ___________________________________________________________________
 AW1618* NAD 83(1986)-  29 27 43.     (N)    094 58 25.     (W)     SCALED    
 AW1618* NAVD 88     -         8.164  (meters)      26.78   (feet)  ADJUSTED  
 AW1618  ___________________________________________________________________
 AW1618  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW1618  DYNAMIC HT  -           8.153 (meters)      26.75  (feet)  COMP
 AW1618  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 AW1618
 AW1618  VERT ORDER  -  FIRST     CLASS II
 AW1618
 AW1618.The horizontal coordinates were scaled from a topographic map and have
 AW1618.an estimated accuracy of +/- 6 seconds.
 AW1618
 AW1618.The orthometric height was determined by differential leveling
 AW1618.and adjusted by the National Geodetic Survey in June 1991..
 AW1618
 AW1618.The geoid height was determined by GEOID03.
 AW1618
 AW1618.The dynamic height is computed by dividing the NAVD 88
 AW1618.geopotential number by the normal gravity value computed on the
 AW1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1618.degrees latitude (g = 980.6199 gals.).
 AW1618
 AW1618.The modeled gravity was interpolated from observed gravity values.
 AW1618
 AW1618;                    North         East    Units  Estimated Accuracy
 AW1618;SPC TXSC     - 4,187,220.      990,440.      MT  (+/- 180 meters Scaled)
 AW1618
 AW1618                          SUPERSEDED SURVEY CONTROL
 AW1618
 AW1618  NGVD 29 (12/23/87)    8.161  (m)           26.77   (f) ADJUSTED    1 2
 AW1618
 AW1618.Superseded values are not recommended for survey control.
 AW1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1618.See file dsdata.txt to determine how the superseded data were derived.
 AW1618
 AW1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN086607(NAD 83)
 AW1618_MARKER: DB = BENCH MARK DISK
 AW1618_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1618_SP_SET: BRIDGE ABUTMENT
 AW1618_STAMPING: C 1241 1978
 AW1618_MARK LOGO: NGS   
 AW1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1618
 AW1618  HISTORY     - Date     Condition        Report By
 AW1618  HISTORY     - 1978     MONUMENTED       NGS
 AW1618  HISTORY     - 1983     GOOD             NGS
 AW1618  HISTORY     - 1987     GOOD             NGS
 AW1618  HISTORY     - 1989     GOOD             USPSQD
 AW1618  HISTORY     - 1989     GOOD             USPSQD
 AW1618  HISTORY     - 1989     GOOD             USPSQD
 AW1618  HISTORY     - 1990     GOOD             USPSQD
 AW1618  HISTORY     - 19940423 GOOD             USPSQD
 AW1618
 AW1618                          STATION DESCRIPTION
 AW1618
 AW1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1618'6.0 MI SE FROM KEMAH.
 AW1618'ABOUT 6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST
 AW1618'OFFICE AT KEMAH IN THE NORTHEAST WINGWALL OF THE BRIDGE OVER
 AW1618'DICKERSON BAYOU, 114 FEET NORTHWEST OF A PAVED ROAD THAT GOES UNDER
 AW1618'THE BRIDGE AND UPHILL, 18 FEET NORTHEAST OF CENTERLINE OF HIGHWAY,
 AW1618'2.5 FEET NORTHEAST OF NORTHEAST CORNER OF BRIDGE, 1.5 FEET SOUTH
 AW1618'OF GUARD RAIL POST, AND 1.0 FOOT WEST OF GUARD RAIL.
 AW1618
 AW1618                          STATION RECOVERY (1983)
 AW1618
 AW1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1618'RECOVERED IN GOOD CONDITION.
 AW1618
 AW1618                          STATION RECOVERY (1987)
 AW1618
 AW1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1618'RECOVERED IN GOOD CONDITION, CAHNGE TO REACH TO READ--1.1 KM (0.7 MI)
 AW1618'SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE JUNCTION OF FARM ROAD 517
 AW1618'IN TEXAS CITY.
 AW1618
 AW1618                          STATION RECOVERY (1989)
 AW1618
 AW1618'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1618'RECOVERED IN GOOD CONDITION.
 AW1618
 AW1618                          STATION RECOVERY (1989)
 AW1618
 AW1618'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1618'RECOVERED IN GOOD CONDITION.
 AW1618
 AW1618                          STATION RECOVERY (1989)
 AW1618
 AW1618'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1618'RECOVERED IN GOOD CONDITION.
 AW1618
 AW1618                          STATION RECOVERY (1990)
 AW1618
 AW1618'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1618'RECOVERED IN GOOD CONDITION.
 AW1618
 AW1618                          STATION RECOVERY (1994)
 AW1618
 AW1618'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1331 ***********************************************************************
 AW1331  DESIGNATION -  C 1242
 AW1331  PID         -  AW1331
 AW1331  STATE/COUNTY-  TX/GALVESTON
 AW1331  USGS QUAD   -  GALVESTON (1994)
 AW1331
 AW1331                         *CURRENT SURVEY CONTROL
 AW1331  ___________________________________________________________________
 AW1331* NAD 83(1986)-  29 21 51.     (N)    094 46 31.     (W)     SCALED    
 AW1331* NAVD 88     -         1.51   (+/-2cm)       5.0    (feet)  VERTCON   
 AW1331  ___________________________________________________________________
 AW1331  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW1331
 AW1331  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1331
 AW1331.The horizontal coordinates were scaled from a topographic map and have
 AW1331.an estimated accuracy of +/- 6 seconds.
 AW1331
 AW1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1331.The vertical order pertains to the NGVD 29 superseded value.
 AW1331
 AW1331.The geoid height was determined by GEOID03.
 AW1331
 AW1331;                    North         East    Units  Estimated Accuracy
 AW1331;SPC TXSC     - 4,177,060.    1,010,060.      MT  (+/- 180 meters Scaled)
 AW1331
 AW1331                          SUPERSEDED SURVEY CONTROL
 AW1331
 AW1331  NGVD 29 (??/??/92)    1.511  (m)            4.96   (f) ADJ UNCH    1 2
 AW1331
 AW1331.Superseded values are not recommended for survey control.
 AW1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1331.See file dsdata.txt to determine how the superseded data were derived.
 AW1331
 AW1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN276496(NAD 83)
 AW1331_MARKER: DB = BENCH MARK DISK
 AW1331_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1331_SP_SET: DEEP ROD
 AW1331_STAMPING: C 1242 1978
 AW1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1331+STABILITY: SURFACE MOTION
 AW1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1331+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1331
 AW1331  HISTORY     - Date     Condition        Report By
 AW1331  HISTORY     - 1978     MONUMENTED       NGS
 AW1331  HISTORY     - 19890707 MARK NOT FOUND   USPSQD
 AW1331  HISTORY     - 19990902 MARK NOT FOUND   USPSQD
 AW1331  HISTORY     - 20000510 MARK NOT FOUND   USPSQD
 AW1331  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 AW1331  HISTORY     - 20041023 GOOD             USPSQD
 AW1331
 AW1331                          STATION DESCRIPTION
 AW1331
 AW1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1331'1.0 MI SW FROM PORT BOLIVAR.
 AW1331'ABOUT 0.25 MILE NORTHEAST ALONG STATE HIGHWAY 87, FROM THE
 AW1331'FERRY LANDING AT PORT BOLIVAR, IN THE SOUTHEAST CORNER OF A
 AW1331'INTERSECTION OF A ROAD NORTH AND ROAD TO PARKING AREA, 168 FEET
 AW1331'SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM POWER POLE NUMBER 586,
 AW1331'76 FEET SOUTHWEST OF CENTERLINE OF ROAD, 57 FEET EAST OF
 AW1331'CENTERLINE OF PAVED ROAD TO PARKING LOT, AND 1.5 FEET SOUTHWEST
 AW1331'OF BRACE POLE WITH GUY WIRE AND BRACE POLE ACROSS ROAD TO POWER POLE.
 AW1331
 AW1331                          STATION RECOVERY (1989)
 AW1331
 AW1331'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 AW1331'MARK NOT FOUND.
 AW1331
 AW1331                          STATION RECOVERY (1999)
 AW1331
 AW1331'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1331'MARK NOT FOUND.
 AW1331
 AW1331                          STATION RECOVERY (2000)
 AW1331
 AW1331'RECOVERY NOTE BY US POWER SQUADRON 2000 (DM)
 AW1331'MARK NOT FOUND.
 AW1331
 AW1331                          STATION RECOVERY (2001)
 AW1331
 AW1331'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1331'MARK NOT FOUND.
 AW1331
 AW1331                          STATION RECOVERY (2004)
 AW1331
 AW1331'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1395 ***********************************************************************
 AW1395  DESIGNATION -  C 1243
 AW1395  PID         -  AW1395
 AW1395  STATE/COUNTY-  TX/CHAMBERS
 AW1395  USGS QUAD   -  HIGH ISLAND (1994)
 AW1395
 AW1395                         *CURRENT SURVEY CONTROL
 AW1395  ___________________________________________________________________
 AW1395* NAD 83(1986)-  29 37 02.     (N)    094 22 47.     (W)     SCALED    
 AW1395* NAVD 88     -         0.60   (+/-2cm)       2.0    (feet)  VERTCON   
 AW1395  ___________________________________________________________________
 AW1395  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW1395
 AW1395  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1395
 AW1395.The horizontal coordinates were scaled from a topographic map and have
 AW1395.an estimated accuracy of +/- 6 seconds.
 AW1395
 AW1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1395.The vertical order pertains to the NGVD 29 superseded value.
 AW1395
 AW1395.The geoid height was determined by GEOID03.
 AW1395
 AW1395;                    North         East    Units  Estimated Accuracy
 AW1395;SPC TXSC     - 4,206,540.    1,047,320.      MT  (+/- 180 meters Scaled)
 AW1395
 AW1395                          SUPERSEDED SURVEY CONTROL
 AW1395
 AW1395  NGVD 29 (??/??/92)    0.605  (m)            1.98   (f) ADJ UNCH    1 2
 AW1395
 AW1395.Superseded values are not recommended for survey control.
 AW1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1395.See file dsdata.txt to determine how the superseded data were derived.
 AW1395
 AW1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN664771(NAD 83)
 AW1395_MARKER: DB = BENCH MARK DISK
 AW1395_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1395_SP_SET: GALVANIZED STEEL ROD
 AW1395_STAMPING: C 1243 1978
 AW1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1395+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AW1395
 AW1395  HISTORY     - Date     Condition        Report By
 AW1395  HISTORY     - 1978     MONUMENTED       NGS
 AW1395  HISTORY     - 19961126 GOOD             USPSQD
 AW1395  HISTORY     - 20010331 GOOD             NGS
 AW1395  HISTORY     - 20050310 GOOD             USPSQD
 AW1395
 AW1395                          STATION DESCRIPTION
 AW1395
 AW1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1395'3.8 MI NE FROM HIGH ISLAND.
 AW1395'ABOUT 3.8 MILES NORTHEAST ALONG STSTE HIGHWAY 124 FROM THE POST
 AW1395'OFFICE AT HIGH ISLAND, 69 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY,
 AW1395'60 FEET NORTH-NORTHWEST OF POWER POLE NUMBER 3139, 12 FEET NORTH
 AW1395'CENTER OF WIRE GATE, 11 FEET NORTHWEST CENTER OF A BOARD WALKWAY
 AW1395'ACROSS DITCH, AND 2 FEET EAST OF A FENCE.
 AW1395
 AW1395                          STATION RECOVERY (1996)
 AW1395
 AW1395'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1395'RECOVERED IN GOOD CONDITION.
 AW1395
 AW1395                          STATION RECOVERY (2001)
 AW1395
 AW1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1395'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1395
 AW1395                          STATION RECOVERY (2005)
 AW1395
 AW1395'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1280 ***********************************************************************
 AW1280  DESIGNATION -  C 1244 X
 AW1280  PID         -  AW1280
 AW1280  STATE/COUNTY-  TX/HARRIS
 AW1280  USGS QUAD   -  LA PORTE (1982)
 AW1280
 AW1280                         *CURRENT SURVEY CONTROL
 AW1280  ___________________________________________________________________
 AW1280* NAD 83(1986)-  29 39 56.     (N)    095 02 46.     (W)     SCALED    
 AW1280* NAVD 88     -         6.050  (meters)      19.85   (feet)  ADJUSTED  
 AW1280  ___________________________________________________________________
 AW1280  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1280  DYNAMIC HT  -           6.042 (meters)      19.82  (feet)  COMP
 AW1280  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 AW1280
 AW1280  VERT ORDER  -  FIRST     CLASS II
 AW1280
 AW1280.The horizontal coordinates were scaled from a topographic map and have
 AW1280.an estimated accuracy of +/- 6 seconds.
 AW1280
 AW1280.The orthometric height was determined by differential leveling
 AW1280.and adjusted by the National Geodetic Survey in June 1991..
 AW1280
 AW1280.The geoid height was determined by GEOID03.
 AW1280
 AW1280.The dynamic height is computed by dividing the NAVD 88
 AW1280.geopotential number by the normal gravity value computed on the
 AW1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1280.degrees latitude (g = 980.6199 gals.).
 AW1280
 AW1280.The modeled gravity was interpolated from observed gravity values.
 AW1280
 AW1280;                    North         East    Units  Estimated Accuracy
 AW1280;SPC TXSC     - 4,209,530.      982,650.      MT  (+/- 180 meters Scaled)
 AW1280
 AW1280                          SUPERSEDED SURVEY CONTROL
 AW1280
 AW1280  NGVD 29 (12/23/87)    6.047  (m)           19.84   (f) ADJUSTED    1 2
 AW1280
 AW1280.Superseded values are not recommended for survey control.
 AW1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1280.See file dsdata.txt to determine how the superseded data were derived.
 AW1280
 AW1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN019834(NAD 83)
 AW1280_MARKER: DB = BENCH MARK DISK
 AW1280_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1280_SP_SET: GALVANIZED STEEL ROD
 AW1280_STAMPING: C 1244 X 1978
 AW1280_MARK LOGO: NGS   
 AW1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1280
 AW1280  HISTORY     - Date     Condition        Report By
 AW1280  HISTORY     - 1978     MONUMENTED       NGS
 AW1280  HISTORY     - 1986     GOOD             NGS
 AW1280  HISTORY     - 1987     GOOD             USPSQD
 AW1280  HISTORY     - 1987     GOOD             USPSQD
 AW1280  HISTORY     - 1988     GOOD             USPSQD
 AW1280  HISTORY     - 1988     GOOD             USPSQD
 AW1280  HISTORY     - 1988     GOOD             USPSQD
 AW1280  HISTORY     - 1989     GOOD             USPSQD
 AW1280  HISTORY     - 1989     GOOD             USPSQD
 AW1280  HISTORY     - 1989     GOOD             USPSQD
 AW1280  HISTORY     - 1989     GOOD             USPSQD
 AW1280  HISTORY     - 19910202 GOOD             USPSQD
 AW1280  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1280
 AW1280                          STATION DESCRIPTION
 AW1280
 AW1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1280'2.2 MI NW FROM LA PORTE.
 AW1280'ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW1280'SCHOOL IN LA PORTE, AND THENCE 1.1 MILES WEST ALONG SPENCER HIGHWAY,
 AW1280'AT THE JUNCTION WITH SENS ROAD, 54 FEET NORTH OF THE CENTERLINE OF THE
 AW1280'HIGHWAY, 42 FEET EAST OF THE CENTERLINE OF THE ROAD, 8 FEET NORTHEAST
 AW1280'OF POWER POLE NUMBER 211, 5 FEET EAST-SOUTHEAST OF A FENCE CORNER, AND
 AW1280'1 FOOT SOUTH OF A FENCE.
 AW1280
 AW1280                          STATION RECOVERY (1986)
 AW1280
 AW1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1280'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1280'EXCEPT THE FENCE AND FENCE CORNER MENTIONED THEREIN NO LONGER EXIST.
 AW1280'ADD--10.88 METERS (35.7 FT) SOUTHWESY OF A STEEL POLE NO. 11903
 AW1280'SUPPORTING TRAFFIC SIGNALS.
 AW1280'THE MARK IS 0.25 METERS  SE FROM  A WITNESS POST
 AW1280
 AW1280                          STATION RECOVERY (1987)
 AW1280
 AW1280'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1280'RECOVERED IN GOOD CONDITION.
 AW1280
 AW1280                          STATION RECOVERY (1987)
 AW1280
 AW1280'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1280'RECOVERED IN GOOD CONDITION.
 AW1280
 AW1280                          STATION RECOVERY (1988)
 AW1280
 AW1280'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1280'RECOVERED IN GOOD CONDITION.
 AW1280
 AW1280                          STATION RECOVERY (1988)
 AW1280
 AW1280'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1280'RECOVERED IN GOOD CONDITION.
 AW1280
 AW1280                          STATION RECOVERY (1988)
 AW1280
 AW1280'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1280'RECOVERED IN GOOD CONDITION.
 AW1280
 AW1280                          STATION RECOVERY (1989)
 AW1280
 AW1280'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1280'RECOVERED IN GOOD CONDITION.
 AW1280
 AW1280                          STATION RECOVERY (1989)
 AW1280
 AW1280'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1280'RECOVERED IN GOOD CONDITION.
 AW1280
 AW1280                          STATION RECOVERY (1989)
 AW1280
 AW1280'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1280'RECOVERED IN GOOD CONDITION.
 AW1280
 AW1280                          STATION RECOVERY (1989)
 AW1280
 AW1280'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1280'RECOVERED IN GOOD CONDITION.
 AW1280
 AW1280                          STATION RECOVERY (1991)
 AW1280
 AW1280'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1280'RECOVERED IN GOOD CONDITION.
 AW1280
 AW1280                          STATION RECOVERY (1994)
 AW1280
 AW1280'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1073 ***********************************************************************
 AW1073  DESIGNATION -  C 1245
 AW1073  PID         -  AW1073
 AW1073  STATE/COUNTY-  TX/GALVESTON
 AW1073  USGS QUAD   -  DICKINSON (1997)
 AW1073
 AW1073                         *CURRENT SURVEY CONTROL
 AW1073  ___________________________________________________________________
 AW1073* NAD 83(1986)-  29 28 11.     (N)    095 03 18.     (W)     SCALED    
 AW1073* NAVD 88     -         4.748  (meters)      15.58   (feet)  ADJUSTED  
 AW1073  ___________________________________________________________________
 AW1073  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW1073  DYNAMIC HT  -           4.742 (meters)      15.56  (feet)  COMP
 AW1073  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 AW1073
 AW1073  VERT ORDER  -  FIRST     CLASS II
 AW1073
 AW1073.The horizontal coordinates were scaled from a topographic map and have
 AW1073.an estimated accuracy of +/- 6 seconds.
 AW1073
 AW1073.The orthometric height was determined by differential leveling
 AW1073.and adjusted by the National Geodetic Survey in March 1997..
 AW1073
 AW1073.The geoid height was determined by GEOID03.
 AW1073
 AW1073.The dynamic height is computed by dividing the NAVD 88
 AW1073.geopotential number by the normal gravity value computed on the
 AW1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1073.degrees latitude (g = 980.6199 gals.).
 AW1073
 AW1073.The modeled gravity was interpolated from observed gravity values.
 AW1073
 AW1073;                    North         East    Units  Estimated Accuracy
 AW1073;SPC TXSC     - 4,187,810.      982,520.      MT  (+/- 180 meters Scaled)
 AW1073
 AW1073                          SUPERSEDED SURVEY CONTROL
 AW1073
 AW1073  NAVD 88 (06/15/91)    4.775  (m)           15.67   (f) UNKNOWN     1 2
 AW1073  NGVD 29 (12/23/87)    4.772  (m)           15.66   (f) ADJUSTED    1 2
 AW1073
 AW1073.Superseded values are not recommended for survey control.
 AW1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1073.See file dsdata.txt to determine how the superseded data were derived.
 AW1073
 AW1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN007617(NAD 83)
 AW1073_MARKER: DV = VERTICAL CONTROL DISK
 AW1073_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW1073_SP_SET: BRIDGE WINGWALL
 AW1073_STAMPING: C 1245 1978
 AW1073_MARK LOGO: NGS   
 AW1073_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1073+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1996
 AW1073
 AW1073  HISTORY     - Date     Condition        Report By
 AW1073  HISTORY     - 1978     MONUMENTED       NGS
 AW1073  HISTORY     - 1983     GOOD             NGS
 AW1073  HISTORY     - 1987     GOOD             NGS
 AW1073  HISTORY     - 1989     GOOD             USPSQD
 AW1073  HISTORY     - 1989     GOOD             USPSQD
 AW1073  HISTORY     - 1989     GOOD             USPSQD
 AW1073  HISTORY     - 1989     GOOD             USPSQD
 AW1073  HISTORY     - 1989     GOOD             USPSQD
 AW1073  HISTORY     - 1989     GOOD             USPSQD
 AW1073  HISTORY     - 1989     GOOD             USPSQD
 AW1073  HISTORY     - 1989     GOOD             USPSQD
 AW1073  HISTORY     - 1989     GOOD             USPSQD
 AW1073  HISTORY     - 1990     GOOD             USPSQD
 AW1073  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1073  HISTORY     - 19961203 GOOD             NGS
 AW1073  HISTORY     - 20050629 MARK NOT FOUND   USPSQD
 AW1073
 AW1073                          STATION DESCRIPTION
 AW1073
 AW1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1073'0.7 MI NW FROM DICKINSON.
 AW1073'ABOUT 0.7 MILE NORTHWEST ALONG HILL AVENUE FROM FARM ROAD 517 CROSSING
 AW1073'OF THE GALVESTON, HOUSTON AND HENDERSON RAILROAD.  SET IN WINGWALL OF
 AW1073'SMALL RAILROAD BRIDGE AT ARGONNE STREET 162 FEET NORTHEAST OF
 AW1073'EXTENDED CENTERLINE OF ROSE STREET, 60 FEET SOUTHEAST OF THE CENTERLIN
 AW1073'OF HILL AVENUE, 41 FEET SOUTHEAST OF EXTENDED CENTERLINE OF ARGONNE
 AW1073'STREET, 15 FEET SOUTHWEST OF THE WEST RAIL, AND 3 FEET NORTHEAST
 AW1073'OF MILE POST 27.8.
 AW1073
 AW1073                          STATION RECOVERY (1983)
 AW1073
 AW1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1073'RECOVERED IN GOOD CONDITION.
 AW1073
 AW1073                          STATION RECOVERY (1987)
 AW1073
 AW1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1073'RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION DESIGNATION FOR THIS
 AW1073'MARK WAS C 1244 BUT IT IS STAMPED C 1245 1978.
 AW1073
 AW1073                          STATION RECOVERY (1989)
 AW1073
 AW1073'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1073'RECOVERED IN GOOD CONDITION.
 AW1073
 AW1073                          STATION RECOVERY (1989)
 AW1073
 AW1073'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1073'RECOVERED IN GOOD CONDITION.
 AW1073
 AW1073                          STATION RECOVERY (1989)
 AW1073
 AW1073'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1073'RECOVERED IN GOOD CONDITION.
 AW1073
 AW1073                          STATION RECOVERY (1989)
 AW1073
 AW1073'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1073'RECOVERED IN GOOD CONDITION.
 AW1073
 AW1073                          STATION RECOVERY (1989)
 AW1073
 AW1073'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1073'RECOVERED IN GOOD CONDITION.
 AW1073
 AW1073                          STATION RECOVERY (1989)
 AW1073
 AW1073'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1073'RECOVERED IN GOOD CONDITION.
 AW1073
 AW1073                          STATION RECOVERY (1989)
 AW1073
 AW1073'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1073'RECOVERED IN GOOD CONDITION.
 AW1073
 AW1073                          STATION RECOVERY (1989)
 AW1073
 AW1073'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1073'RECOVERED IN GOOD CONDITION.
 AW1073
 AW1073                          STATION RECOVERY (1989)
 AW1073
 AW1073'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1073'RECOVERED IN GOOD CONDITION.
 AW1073
 AW1073                          STATION RECOVERY (1990)
 AW1073
 AW1073'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1073'RECOVERED IN GOOD CONDITION.
 AW1073
 AW1073                          STATION RECOVERY (1994)
 AW1073
 AW1073'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1073'MARK NOT FOUND.
 AW1073
 AW1073                          STATION RECOVERY (1996)
 AW1073
 AW1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1073'IN DICKINSON, AT THE INTERSECTION OF HILL AVENUE AND ARGONNE STREET,
 AW1073'IN TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE SOUTHWEST
 AW1073'WINGWALL OF A BURLINGTON NORTHERN RAILROAD BRIDGE, 17.6 M (57.7 FT)
 AW1073'NORTHEAST OF AND LEVEL WITH THE AVENUE CENTER, 12.5 M (41.0 FT)
 AW1073'SOUTHWEST OF THE EXTENDED STREET CENTER, AND 4.0 M (13.1 FT) SOUTHWEST
 AW1073'OF THE NEAR RAIL.
 AW1073
 AW1073                          STATION RECOVERY (2005)
 AW1073
 AW1073'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1073'FOUND THE HOLE FOR THE BASE BUT THE MARK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0147 ***********************************************************************
 AW0147  DESIGNATION -  C 1246
 AW0147  PID         -  AW0147
 AW0147  STATE/COUNTY-  TX/BRAZORIA
 AW0147  USGS QUAD   -  MANVEL (1974)
 AW0147
 AW0147                         *CURRENT SURVEY CONTROL
 AW0147  ___________________________________________________________________
 AW0147* NAD 83(1986)-  29 27 26.     (N)    095 15 19.     (W)     SCALED    
 AW0147* NAVD 88     -        11.404  (meters)      37.41   (feet)  ADJUSTED  
 AW0147  ___________________________________________________________________
 AW0147  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW0147  DYNAMIC HT  -          11.388 (meters)      37.36  (feet)  COMP
 AW0147  MODELED GRAV-     979,266.7   (mgal)                       NAVD 88
 AW0147
 AW0147  VERT ORDER  -  FIRST     CLASS II
 AW0147
 AW0147.The horizontal coordinates were scaled from a topographic map and have
 AW0147.an estimated accuracy of +/- 6 seconds.
 AW0147
 AW0147.The orthometric height was determined by differential leveling
 AW0147.and adjusted by the National Geodetic Survey in June 1991..
 AW0147
 AW0147.The geoid height was determined by GEOID03.
 AW0147
 AW0147.The dynamic height is computed by dividing the NAVD 88
 AW0147.geopotential number by the normal gravity value computed on the
 AW0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0147.degrees latitude (g = 980.6199 gals.).
 AW0147
 AW0147.The modeled gravity was interpolated from observed gravity values.
 AW0147
 AW0147;                    North         East    Units  Estimated Accuracy
 AW0147;SPC TXSC     - 4,185,780.      963,150.      MT  (+/- 180 meters Scaled)
 AW0147
 AW0147                          SUPERSEDED SURVEY CONTROL
 AW0147
 AW0147  NGVD 29 (12/23/87)   11.400  (m)           37.40   (f) ADJUSTED    1 2
 AW0147
 AW0147.Superseded values are not recommended for survey control.
 AW0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0147.See file dsdata.txt to determine how the superseded data were derived.
 AW0147
 AW0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN812607(NAD 83)
 AW0147_MARKER: DB = BENCH MARK DISK
 AW0147_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0147_SP_SET: STAINLESS STEEL ROD
 AW0147_STAMPING: C 1246 1978
 AW0147_MARK LOGO: NGS   
 AW0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0147+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0147
 AW0147  HISTORY     - Date     Condition        Report By
 AW0147  HISTORY     - 1978     MONUMENTED       NGS
 AW0147  HISTORY     - 1986     GOOD             NGS
 AW0147  HISTORY     - 1990     GOOD             USPSQD
 AW0147  HISTORY     - 19970628 GOOD             USPSQD
 AW0147  HISTORY     - 20051009 GOOD             USPSQD
 AW0147
 AW0147                          STATION DESCRIPTION
 AW0147
 AW0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0147'2.4 MI NORTH FROM ALVIN.
 AW0147'ABOUT 2.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 AW0147'RAILROAD FROM THE STATION AT ALVIN, 61 FEET WEST OF THE CENTERLINE
 AW0147'OF A FIELD ROAD, 33 FEET EAST OF THE EAST RAIL, AND 2 FEET NORTH OF
 AW0147'A TELEPHONE POLE.
 AW0147
 AW0147                          STATION RECOVERY (1986)
 AW0147
 AW0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0147'RECOVERED IN GOOD CONDITION.
 AW0147
 AW0147                          STATION RECOVERY (1990)
 AW0147
 AW0147'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW0147'RECOVERED IN GOOD CONDITION.
 AW0147
 AW0147                          STATION RECOVERY (1997)
 AW0147
 AW0147'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0147'RECOVERED IN GOOD CONDITION.
 AW0147
 AW0147                          STATION RECOVERY (2005)
 AW0147
 AW0147'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0147'FROM AW0149 GO SOUTH ON CR144 AND THEN ON THE DIRT ROAD TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1809 ***********************************************************************
 BL1809  DESIGNATION -  C 1247
 BL1809  PID         -  BL1809
 BL1809  STATE/COUNTY-  TX/WALKER
 BL1809  USGS QUAD   -  PHELPS (1976)
 BL1809
 BL1809                         *CURRENT SURVEY CONTROL
 BL1809  ___________________________________________________________________
 BL1809* NAD 83(1986)-  30 40 34.     (N)    095 26 41.     (W)     SCALED    
 BL1809* NAVD 88     -        98.395  (meters)     322.82   (feet)  ADJUSTED  
 BL1809  ___________________________________________________________________
 BL1809  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL1809  DYNAMIC HT  -          98.267 (meters)     322.40  (feet)  COMP
 BL1809  MODELED GRAV-     979,333.3   (mgal)                       NAVD 88
 BL1809
 BL1809  VERT ORDER  -  FIRST     CLASS I
 BL1809
 BL1809.The horizontal coordinates were scaled from a topographic map and have
 BL1809.an estimated accuracy of +/- 6 seconds.
 BL1809
 BL1809.The orthometric height was determined by differential leveling
 BL1809.and adjusted by the National Geodetic Survey in June 1991..
 BL1809
 BL1809.The geoid height was determined by GEOID03.
 BL1809
 BL1809.The dynamic height is computed by dividing the NAVD 88
 BL1809.geopotential number by the normal gravity value computed on the
 BL1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1809.degrees latitude (g = 980.6199 gals.).
 BL1809
 BL1809.The modeled gravity was interpolated from observed gravity values.
 BL1809
 BL1809;                    North         East    Units  Estimated Accuracy
 BL1809;SPC TX C     - 3,122,190.    1,168,260.      MT  (+/- 180 meters Scaled)
 BL1809
 BL1809                          SUPERSEDED SURVEY CONTROL
 BL1809
 BL1809  NGVD 29 (12/23/87)   98.403  (m)          322.84   (f) ADJUSTED    1 1
 BL1809
 BL1809.Superseded values are not recommended for survey control.
 BL1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1809.See file dsdata.txt to determine how the superseded data were derived.
 BL1809
 BL1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP657962(NAD 83)
 BL1809_MARKER: DB = BENCH MARK DISK
 BL1809_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1809_SP_SET: COPPER-CLAD STEEL ROD
 BL1809_STAMPING: C 1247 1978
 BL1809_MARK LOGO: NGS   
 BL1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1809
 BL1809  HISTORY     - Date     Condition        Report By
 BL1809  HISTORY     - 1978     MONUMENTED       NGS
 BL1809  HISTORY     - 1987     GOOD             NGS
 BL1809
 BL1809                          STATION DESCRIPTION
 BL1809
 BL1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1809'1.3 MI SOUTH FROM PHELPS.
 BL1809'1.3 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1809'CROSSING OF SPUR 2296 AT THE DRIVEWAY TO JOY LAKE AND HOUSE
 BL1809'NUMBER RF 4 BOX 138-A, 150 FEET EAST OF THE NORTH END OF
 BL1809'WOODEN RAILROAD BRIDGE, 33 FEET EAST OF THE CENTERLINE OF
 BL1809'DIRT ROAD, 120 FEET WEST OF THE SOUTHWEST CORNER OF LAKE,
 BL1809'15 FEET SOUTH OF CENTERLINE OF DRIVEWAY, 2 FEET SOUTH OF PINE
 BL1809'TREE, AND 4 FEET NORTHEAST OF PHONE CABLE BOX NUMBER 482.   DISK IS
 BL1809'0.3 FOOT ABOVE GROUND WHICH ACCESS IS HAD THROUGH A 4 INCH
 BL1809'PLASTIC SCREW PLUG WHICH IS ENCASED IN AN 8 INCH CONCRETE POST
 BL1809'PROJECTING 5 INCHES.
 BL1809
 BL1809                          STATION RECOVERY (1987)
 BL1809
 BL1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1809'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--AT
 BL1809'THE DRIVEWAY AT ROUTE 4 BOX 29.  DELETE--AT THE DRIVEWAY TO JOY LAKE
 BL1809'AND HOUSE NUMBER RF 4 BOX 138-A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0730 ***********************************************************************
 AW0730  DESIGNATION -  C 1248
 AW0730  PID         -  AW0730
 AW0730  STATE/COUNTY-  TX/HARRIS
 AW0730  USGS QUAD   -  MONT BELVIEU (1994)
 AW0730
 AW0730                         *CURRENT SURVEY CONTROL
 AW0730  ___________________________________________________________________
 AW0730* NAD 83(1986)-  29 51 41.     (N)    094 54 59.     (W)     SCALED    
 AW0730* NAVD 88     -        11.77   (+/-2cm)      38.6    (feet)  VERTCON   
 AW0730  ___________________________________________________________________
 AW0730  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW0730
 AW0730  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0730
 AW0730.The horizontal coordinates were scaled from a topographic map and have
 AW0730.an estimated accuracy of +/- 6 seconds.
 AW0730
 AW0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0730.The vertical order pertains to the NGVD 29 superseded value.
 AW0730
 AW0730.The geoid height was determined by GEOID03.
 AW0730
 AW0730;                    North         East    Units  Estimated Accuracy
 AW0730;SPC TXSC     - 4,231,650.      994,440.      MT  (+/- 180 meters Scaled)
 AW0730
 AW0730                          SUPERSEDED SURVEY CONTROL
 AW0730
 AW0730  NGVD 29 (??/??/92)   11.764  (m)           38.60   (f) ADJ UNCH    1 2
 AW0730
 AW0730.Superseded values are not recommended for survey control.
 AW0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0730.See file dsdata.txt to determine how the superseded data were derived.
 AW0730
 AW0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP148049(NAD 83)
 AW0730_MARKER: DB = BENCH MARK DISK
 AW0730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0730_SP_SET: STAINLESS STEEL ROD
 AW0730_STAMPING: C 1248 1978
 AW0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0730
 AW0730  HISTORY     - Date     Condition        Report By
 AW0730  HISTORY     - 1978     MONUMENTED       NGS
 AW0730  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0730  HISTORY     - 19940722 MARK NOT FOUND   USPSQD
 AW0730  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW0730
 AW0730                          STATION DESCRIPTION
 AW0730
 AW0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0730'1.8 MI WEST FROM MONT BELVIEU.
 AW0730'0.4 MILES NORTHWEST ALONG LOOP 207 FROM THE METHODIST CHURCH AT
 AW0730'MONT BELVIEU, THENCE 1.4 MILES WEST ALONG FARM ROAD 1942 AT THE
 AW0730'T JUNCTION OF SHELL ROAD NORTH, 83 FEET WEST OF THE EXTENDED
 AW0730'CENTERLINE SHELL ROAD, 69 FEET SOUTH OF THE CENTERLINE FARM ROAD
 AW0730'1942, 14 FEET NORTH OF CANAL WATER VALVE, 10 FEET EAST OF THE
 AW0730'CENTERLINE, 1 FEET EAST OF WITNESS POST.
 AW0730'DISK IS LEVEL WITH GROUND ACCESS TO WHICH IS HAD THROUGH A 4
 AW0730'INCH PLASTIC SCREW PLUG.
 AW0730
 AW0730                          STATION RECOVERY (1990)
 AW0730
 AW0730'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0730'MARK NOT FOUND.
 AW0730
 AW0730                          STATION RECOVERY (1994)
 AW0730
 AW0730'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0730'MARK NOT FOUND.
 AW0730
 AW0730                          STATION RECOVERY (2004)
 AW0730
 AW0730'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1820 ***********************************************************************
 BL1820  DESIGNATION -  C 1249
 BL1820  PID         -  BL1820
 BL1820  STATE/COUNTY-  TX/LIBERTY
 BL1820  USGS QUAD   -  HUFFMAN (1980)
 BL1820
 BL1820                         *CURRENT SURVEY CONTROL
 BL1820  ___________________________________________________________________
 BL1820* NAD 83(1986)-  30 02 42.     (N)    095 02 20.     (W)     SCALED    
 BL1820* NAVD 88     -        22.17   (+/-2cm)      72.7    (feet)  VERTCON   
 BL1820  ___________________________________________________________________
 BL1820  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1820
 BL1820  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1820
 BL1820.The horizontal coordinates were scaled from a topographic map and have
 BL1820.an estimated accuracy of +/- 6 seconds.
 BL1820
 BL1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1820.The vertical order pertains to the NGVD 29 superseded value.
 BL1820
 BL1820.The geoid height was determined by GEOID03.
 BL1820
 BL1820;                    North         East    Units  Estimated Accuracy
 BL1820;SPC TX C     - 3,054,090.    1,210,430.      MT  (+/- 180 meters Scaled)
 BL1820
 BL1820                          SUPERSEDED SURVEY CONTROL
 BL1820
 BL1820  NGVD 29 (??/??/92)   22.175  (m)           72.75   (f) ADJ UNCH    1 2
 BL1820
 BL1820.Superseded values are not recommended for survey control.
 BL1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1820.See file dsdata.txt to determine how the superseded data were derived.
 BL1820
 BL1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP034255(NAD 83)
 BL1820_MARKER: DB = BENCH MARK DISK
 BL1820_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1820_SP_SET: 29 FEET DEEP
 BL1820_STAMPING: C 1249 1978
 BL1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1820
 BL1820  HISTORY     - Date     Condition        Report By
 BL1820  HISTORY     - 1978     MONUMENTED       NGS
 BL1820  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1820
 BL1820                          STATION DESCRIPTION
 BL1820
 BL1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1820'3.4 MI EAST FROM HUFFMAN.
 BL1820'3.4 MILES SOUTHEAST ALONG FARM ROAD 1960 FROM ITS INTERSECTION WITH
 BL1820'FARM ROAD 2100 IN HUFFMAN.  DEEP ROD MARK IS SET THREE AND A HALF
 BL1820'POLES SOUTHWEST OF TRANSFORMER POLE AT A LINE CROSSING AND TWO AND
 BL1820'A HALF POLES NORTHEAST OF TRANSFORMER POLE AT A LINE CROSSING.
 BL1820'58 FEET SOUTHEAST OF THE CENTERLINE OF FARM ROAD 1960, 5 FEET
 BL1820'NORTHEAST OF A TELEPHONE CABLE BOX NUMBER 510 AND 1 FOOT NORTHWEST
 BL1820'OF THE SOUTHEAST RIGHT OF WAY FENCE.  DISK IS LEVEL WITH THE
 BL1820'GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC
 BL1820'SCREW PLUG.
 BL1820
 BL1820                          STATION RECOVERY (2004)
 BL1820
 BL1820'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1684 ***********************************************************************
 AN1684  DESIGNATION -  C 125
 AN1684  PID         -  AN1684
 AN1684  STATE/COUNTY-  TX/KARNES
 AN1684  USGS QUAD   -  KENEDY (1987)
 AN1684
 AN1684                         *CURRENT SURVEY CONTROL
 AN1684  ___________________________________________________________________
 AN1684* NAD 83(1986)-  28 50 30.     (N)    097 46 35.     (W)     SCALED    
 AN1684* NAVD 88     -        75.32   (+/-2cm)     247.1    (feet)  VERTCON   
 AN1684  ___________________________________________________________________
 AN1684  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AN1684
 AN1684  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1684
 AN1684.The horizontal coordinates were scaled from a topographic map and have
 AN1684.an estimated accuracy of +/- 6 seconds.
 AN1684
 AN1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1684.The vertical order pertains to the NGVD 29 superseded value.
 AN1684
 AN1684.The geoid height was determined by GEOID03.
 AN1684
 AN1684;                    North         East    Units  Estimated Accuracy
 AN1684;SPC TXSC     - 4,112,380.      719,390.      MT  (+/- 180 meters Scaled)
 AN1684
 AN1684                          SUPERSEDED SURVEY CONTROL
 AN1684
 AN1684  NGVD 29 (??/??/92)   75.304  (m)          247.06   (f) ADJ UNCH    2 0
 AN1684
 AN1684.Superseded values are not recommended for survey control.
 AN1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1684.See file dsdata.txt to determine how the superseded data were derived.
 AN1684
 AN1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS193910(NAD 83)
 AN1684_MARKER: DB = BENCH MARK DISK
 AN1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1684_STAMPING: C 125 1933
 AN1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1684+STABILITY: SURFACE MOTION
 AN1684
 AN1684  HISTORY     - Date     Condition        Report By
 AN1684  HISTORY     - 1933     MONUMENTED       CGS
 AN1684
 AN1684                          STATION DESCRIPTION
 AN1684
 AN1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1684'1.5 MI SW FROM STONER.
 AN1684'1.5 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1684'STATION AT STONER, KARNES COUNTY, 12 POLES NORTHEAST OF MILEPOST 172,
 AN1684'5 POLES WEST OF TRESTLE 171-B, AT A ROAD CROSSING, 33 FEET SOUTHEAST
 AN1684'OF THE CENTER LINE OF THE TRACK, AND 18 FEET SOUTHWEST OF THE CENTER
 AN1684'LINE OF THE ROAD.  A STANDARD DISK, STAMPED C 125 1933 AND SET IN THE
 AN1684'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0786 ***********************************************************************
 AW0786  DESIGNATION -  C 1250
 AW0786  PID         -  AW0786
 AW0786  STATE/COUNTY-  TX/HARRIS
 AW0786  USGS QUAD   -  ALDINE (1995)
 AW0786
 AW0786                         *CURRENT SURVEY CONTROL
 AW0786  ___________________________________________________________________
 AW0786* NAD 83(1986)-  29 56 46.     (N)    095 26 51.     (W)     SCALED    
 AW0786* NAVD 88     -        30.436  (meters)      99.86   (feet)  ADJUSTED  
 AW0786  ___________________________________________________________________
 AW0786  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW0786  DYNAMIC HT  -          30.395 (meters)      99.72  (feet)  COMP
 AW0786  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 AW0786
 AW0786  VERT ORDER  -  FIRST     CLASS II
 AW0786
 AW0786.The horizontal coordinates were scaled from a topographic map and have
 AW0786.an estimated accuracy of +/- 6 seconds.
 AW0786
 AW0786.The orthometric height was determined by differential leveling
 AW0786.and adjusted by the National Geodetic Survey in June 1991..
 AW0786
 AW0786.The geoid height was determined by GEOID03.
 AW0786
 AW0786.The dynamic height is computed by dividing the NAVD 88
 AW0786.geopotential number by the normal gravity value computed on the
 AW0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0786.degrees latitude (g = 980.6199 gals.).
 AW0786
 AW0786.The modeled gravity was interpolated from observed gravity values.
 AW0786
 AW0786;                    North         East    Units  Estimated Accuracy
 AW0786;SPC TXSC     - 4,239,360.      942,870.      MT  (+/- 180 meters Scaled)
 AW0786
 AW0786                          SUPERSEDED SURVEY CONTROL
 AW0786
 AW0786  NGVD 29 (12/23/87)   30.432  (m)           99.84   (f) ADJUSTED    1 2
 AW0786
 AW0786.Superseded values are not recommended for survey control.
 AW0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0786.See file dsdata.txt to determine how the superseded data were derived.
 AW0786
 AW0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP637153(NAD 83)
 AW0786_MARKER: DB = BENCH MARK DISK
 AW0786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0786_SP_SET: STAINLESS STEEL ROD
 AW0786_STAMPING: C 1250 1978
 AW0786_MARK LOGO: NGS   
 AW0786_PROJECTION: FLUSH
 AW0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0786+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW0786_ROD/PIPE-DEPTH: 7.3  meters
 AW0786
 AW0786  HISTORY     - Date     Condition        Report By
 AW0786  HISTORY     - 1978     MONUMENTED       NGS
 AW0786  HISTORY     - 1987     GOOD             NGS
 AW0786  HISTORY     - 20051012 GOOD             USPSQD
 AW0786
 AW0786                          STATION DESCRIPTION
 AW0786
 AW0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0786'4.6 MI WEST FROM ALDINE.
 AW0786'AT THE INTERSECTION OF ADEL ROAD NORTH AND WEST GREENS ROAD (GEARS
 AW0786'ROAD) 1.9 MILES WEST ALONG GREENS ROAD FROM THE I-45 OVERPASS, 100
 AW0786'FEET EAST OF THE CENTERLINE OF ADEL ROAD NORTH, 39 FEET NORTH OF THE
 AW0786'CENTERLINE OF WEST GREENS ROAD (GEARS ROAD), 75 FEET EAST OF THE
 AW0786'SOUTH LEG OF BILLBOARD SIGN, 1.0 FOOT WEST OF POWER POLE, AND 1.0 FOOT
 AW0786'EAST OF WITNESS POST.
 AW0786
 AW0786                          STATION RECOVERY (1987)
 AW0786
 AW0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0786'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.4 KM (3.35
 AW0786'MI) WESTERLY ALONG FARM ROAD 525 FROM THE HIGH SCHOOL IN ALDINE,
 AW0786'THENCE 2.0 KM (1.25 MI) NORTH ALONG INTERSTATE HIGHWAY 45 EAST
 AW0786'FRONTAGE ROAD, THENCE 3.0 KM (1.85 MI) WEST ALONG GREENS AND GEARS
 AW0786'ROAD, 30.5 M (100.1 FT) EAST OF THE CENTER OF ADEL ROAD, 11.9 M (39.0
 AW0786'FT) NORTH OF THE CENTERLINE OF THE ROAD, AND 0.6 M (2.0 FT) WEST OF
 AW0786'UTILITY POLE NUMBER P 90801.
 AW0786'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 AW0786'THE MARK IS 0.3 M ABOVE THE ROAD.
 AW0786
 AW0786                          STATION RECOVERY (2005)
 AW0786
 AW0786'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0786'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0286 ***********************************************************************
 AW0286  DESIGNATION -  C 1251
 AW0286  PID         -  AW0286
 AW0286  STATE/COUNTY-  TX/HARRIS
 AW0286  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0286
 AW0286                         *CURRENT SURVEY CONTROL
 AW0286  ___________________________________________________________________
 AW0286* NAD 83(1986)-  29 47 05.     (N)    095 34 27.     (W)     SCALED    
 AW0286* NAVD 88     -        26.557  (meters)      87.13   (feet)  ADJUSTED  
 AW0286  ___________________________________________________________________
 AW0286  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0286  DYNAMIC HT  -          26.521 (meters)      87.01  (feet)  COMP
 AW0286  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AW0286
 AW0286  VERT ORDER  -  FIRST     CLASS II
 AW0286
 AW0286.The horizontal coordinates were scaled from a topographic map and have
 AW0286.an estimated accuracy of +/- 6 seconds.
 AW0286
 AW0286.The orthometric height was determined by differential leveling
 AW0286.and adjusted by the National Geodetic Survey in June 1991..
 AW0286
 AW0286.The geoid height was determined by GEOID03.
 AW0286
 AW0286.The dynamic height is computed by dividing the NAVD 88
 AW0286.geopotential number by the normal gravity value computed on the
 AW0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0286.degrees latitude (g = 980.6199 gals.).
 AW0286
 AW0286.The modeled gravity was interpolated from observed gravity values.
 AW0286
 AW0286;                    North         East    Units  Estimated Accuracy
 AW0286;SPC TXSC     - 4,221,120.      931,180.      MT  (+/- 180 meters Scaled)
 AW0286
 AW0286                          SUPERSEDED SURVEY CONTROL
 AW0286
 AW0286  NGVD 29 (12/23/87)   26.551  (m)           87.11   (f) ADJUSTED    1 2
 AW0286
 AW0286.Superseded values are not recommended for survey control.
 AW0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0286.See file dsdata.txt to determine how the superseded data were derived.
 AW0286
 AW0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN511977(NAD 83)
 AW0286_MARKER: I = METAL ROD
 AW0286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0286_SP_SET: STAINLESS STEEL ROD
 AW0286_STAMPING: C 1251 1978
 AW0286_MARK LOGO: NGS   
 AW0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0286
 AW0286  HISTORY     - Date     Condition        Report By
 AW0286  HISTORY     - 1978     MONUMENTED       NGS
 AW0286  HISTORY     - 1981     GOOD             NGS
 AW0286  HISTORY     - 1983     GOOD             NGS
 AW0286  HISTORY     - 1986     GOOD             NGS
 AW0286  HISTORY     - 19870708 GOOD             NGS
 AW0286  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0286  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW0286  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0286
 AW0286                          STATION DESCRIPTION
 AW0286
 AW0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0286'4.2 MI EAST FROM ADDICKS.
 AW0286'4.2 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0286'RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, 0.1 MILE EAST OF
 AW0286'NORTH WILCREST DRIVE, 208 FEET EAST OF THE SOUTHEAST CORNER OF A
 AW0286'SMALL BRICK BUILDING FOR A PHILLIPS 66 GAS STATION, 168 FEET WEST OF A
 AW0286'POWER LINE CROSSING, 38.5 FEET SOUTH OF THE SOUTH RAIL, AND 10.5 FEET
 AW0286'NORTH OF THE NORTH CURB OF THE WEST BOUND ACCESS ROAD.
 AW0286'NOTE=SLEEVE DEPTH IS 40 FEET.
 AW0286
 AW0286                          STATION RECOVERY (1981)
 AW0286
 AW0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0286'RECOVERED IN GOOD CONDITION.
 AW0286
 AW0286                          STATION RECOVERY (1983)
 AW0286
 AW0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0286'RECOVERED IN GOOD CONDITION.  NOTE, ROD WAS FOUND LOOSE ABOUT 1 FULL
 AW0286'TURN, NO WITNESS POST WAS RESET DUE TO MOWING IN THE AREA.
 AW0286
 AW0286                          STATION RECOVERY (1986)
 AW0286
 AW0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0286'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--11.1
 AW0286'M (36.4 FT) WEST OF A UTILITY POLE.
 AW0286
 AW0286                          STATION RECOVERY (1987)
 AW0286
 AW0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (WVM)
 AW0286'RECOVERED IN GOOD CONDITION.
 AW0286
 AW0286                          STATION RECOVERY (1989)
 AW0286
 AW0286'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0286'MARK NOT FOUND.
 AW0286
 AW0286                          STATION RECOVERY (1994)
 AW0286
 AW0286'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0286'MARK NOT FOUND.
 AW0286
 AW0286                          STATION RECOVERY (2004)
 AW0286
 AW0286'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2427 ***********************************************************************
 AX2427  DESIGNATION -  C 1252
 AX2427  PID         -  AX2427
 AX2427  STATE/COUNTY-  TX/AUSTIN
 AX2427  USGS QUAD   -  REXVILLE (1981)
 AX2427
 AX2427                         *CURRENT SURVEY CONTROL
 AX2427  ___________________________________________________________________
 AX2427* NAD 83(1986)-  29 44 56.     (N)    096 08 48.     (W)     SCALED    
 AX2427* NAVD 88     -        47.82   (+/-2cm)     156.9    (feet)  VERTCON   
 AX2427  ___________________________________________________________________
 AX2427  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX2427
 AX2427  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2427
 AX2427.The horizontal coordinates were scaled from a topographic map and have
 AX2427.an estimated accuracy of +/- 6 seconds.
 AX2427
 AX2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2427.The vertical order pertains to the NGVD 29 superseded value.
 AX2427
 AX2427.The geoid height was determined by GEOID03.
 AX2427
 AX2427;                    North         East    Units  Estimated Accuracy
 AX2427;SPC TXSC     - 4,215,660.      875,940.      MT  (+/- 180 meters Scaled)
 AX2427
 AX2427                          SUPERSEDED SURVEY CONTROL
 AX2427
 AX2427  NGVD 29 (??/??/92)   47.800  (m)          156.82   (f) ADJ UNCH    1 1
 AX2427
 AX2427.Superseded values are not recommended for survey control.
 AX2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2427.See file dsdata.txt to determine how the superseded data were derived.
 AX2427
 AX2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT759943(NAD 83)
 AX2427_MARKER: DB = BENCH MARK DISK
 AX2427_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AX2427_SP_SET: LARGE HEADWALL
 AX2427_STAMPING: C 1252 1978
 AX2427_MARK LOGO: NGS   
 AX2427_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2427+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2002
 AX2427
 AX2427  HISTORY     - Date     Condition        Report By
 AX2427  HISTORY     - 1978     MONUMENTED       NGS
 AX2427  HISTORY     - 1988     GOOD             USPSQD
 AX2427  HISTORY     - 20020525 GOOD             USPSQD
 AX2427  HISTORY     - 20040327 GOOD             USPSQD
 AX2427
 AX2427                          STATION DESCRIPTION
 AX2427
 AX2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AX2427'2.4 MI SOUTH OF SEALY.
 AX2427'2.4 MI SOUTH ALONG GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 AX2427'STATION AT SEALY.  DISK IS SET IN TOP OF THE NORTH END OF A HEADWALL
 AX2427'TO A 5-CHANNEL BOX CULVERT JUST SOUTH OF THE Y-JUNCTION OF US HIGHWAY
 AX2427'36 AND FARM ROAD 3013 45 FT SOUTHWEST OF THE WEST CORNER OF A WOODEN
 AX2427'TRESTLE BRIDGE, 32 FT EAST OF THE CENTERLINE OF US HIGHWAY 36, 0.6 FT
 AX2427'SOUTH OF THE NORTH END OF THE HEADWALL.  ABOUT LEVEL WITH CENTERLINE.
 AX2427'1 FT ABOVE THE GROUND.  5 FT BELOW THE TRACKS.
 AX2427
 AX2427                          STATION RECOVERY (1988)
 AX2427
 AX2427'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AX2427'RECOVERED IN GOOD CONDITION.
 AX2427
 AX2427                          STATION RECOVERY (2002)
 AX2427
 AX2427'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX2427'RECOVERED IN GOOD CONDITION.
 AX2427
 AX2427                          STATION RECOVERY (2004)
 AX2427
 AX2427'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX2427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0315 ***********************************************************************
 AW0315  DESIGNATION -  C 1253
 AW0315  PID         -  AW0315
 AW0315  STATE/COUNTY-  TX/HARRIS
 AW0315  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0315
 AW0315                         *CURRENT SURVEY CONTROL
 AW0315  ___________________________________________________________________
 AW0315* NAD 83(1986)-  29 47 01.     (N)    095 26 50.     (W)     SCALED    
 AW0315* NAVD 88     -        19.641  (meters)      64.44   (feet)  ADJUSTED  
 AW0315  ___________________________________________________________________
 AW0315  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW0315  DYNAMIC HT  -          19.614 (meters)      64.35  (feet)  COMP
 AW0315  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0315
 AW0315  VERT ORDER  -  FIRST     CLASS II
 AW0315
 AW0315.The horizontal coordinates were scaled from a topographic map and have
 AW0315.an estimated accuracy of +/- 6 seconds.
 AW0315
 AW0315.The orthometric height was determined by differential leveling
 AW0315.and adjusted by the National Geodetic Survey in June 1991..
 AW0315
 AW0315.The geoid height was determined by GEOID03.
 AW0315
 AW0315.The dynamic height is computed by dividing the NAVD 88
 AW0315.geopotential number by the normal gravity value computed on the
 AW0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0315.degrees latitude (g = 980.6199 gals.).
 AW0315
 AW0315.The modeled gravity was interpolated from observed gravity values.
 AW0315
 AW0315;                    North         East    Units  Estimated Accuracy
 AW0315;SPC TXSC     - 4,221,360.      943,450.      MT  (+/- 180 meters Scaled)
 AW0315
 AW0315                          SUPERSEDED SURVEY CONTROL
 AW0315
 AW0315  NGVD 29 (12/23/87)   19.636  (m)           64.42   (f) ADJUSTED    1 2
 AW0315
 AW0315.Superseded values are not recommended for survey control.
 AW0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0315.See file dsdata.txt to determine how the superseded data were derived.
 AW0315
 AW0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN634973(NAD 83)
 AW0315_MARKER: I = METAL ROD
 AW0315_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0315_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0315_STAMPING: C 1253 1978
 AW0315_MARK LOGO: NGS   
 AW0315_PROJECTION: RECESSED 6 CENTIMETERS
 AW0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0315+STABILITY: POSITION/ELEVATION WELL
 AW0315_ROD/PIPE-DEPTH: 13.4 meters
 AW0315_SLEEVE-DEPTH  : 9.1 meters
 AW0315
 AW0315  HISTORY     - Date     Condition        Report By
 AW0315  HISTORY     - 1978     MONUMENTED       NGS
 AW0315  HISTORY     - 1981     GOOD             NGS
 AW0315  HISTORY     - 1983     GOOD             NGS
 AW0315  HISTORY     - 1986     GOOD             NGS
 AW0315  HISTORY     - 1987     GOOD             USPSQD
 AW0315  HISTORY     - 19931023 GOOD             USPSQD
 AW0315
 AW0315                          STATION DESCRIPTION
 AW0315
 AW0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0315'5.8 MI WEST FROM HOUSTON.
 AW0315'ABOUT 5.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0315'THE SWITCH CONTROL BUILDING NUMBER 108 IN HOUSTON.  SET IN THE
 AW0315'MEDIUM FOR KATY ROAD IN FRONT OF THE COCA COLA COMPANY BUILDING, 183
 AW0315'FEET SOUTH OF THE SOUTH RAIL, 53 FEET NORTHWEST OF A FIRE HYDRANT
 AW0315'IN FRONT OF THE COKE COMPANY, 42 FEET SOUTH OF THE CENTERLINE OF THE
 AW0315'WEST BOUND LANES OF KATY ROAD, 46 FEET EAST OF THE EXTENDED CENTERLINE
 AW0315'OF A PRIVATE ROAD CROSSING THE TRACKS LEADING TO TUBE TURNS DIVISION,
 AW0315'AND 14 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF KATY
 AW0315'ROAD.  MARK IS SET BELOW THE GROUND, ACCESS TO WHICH CAN BE HAD
 AW0315'THROUGH A METAL ACCESS CAP.  SLEEVE DEPTH IS 30 FEET.
 AW0315
 AW0315                          STATION RECOVERY (1981)
 AW0315
 AW0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0315'RECOVERED IN GOOD CONDITION.
 AW0315
 AW0315                          STATION RECOVERY (1983)
 AW0315
 AW0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0315'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0315'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0315'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0315'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0315'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 9.4 KM (5.85 MI) WEST-NORTHWEST
 AW0315'ALONG THE RAILROAD TO THE MARK, SET IN THE MEDIAN OF KATY ROAD, IN
 AW0315'FRONT OF THE COLA COLA COMPANY BUILDING, 55.7 METERS (183.0 FT) SOUTH
 AW0315'OF THE SOUTH RAIL, 16.1 METERS (53.0 FT) NORTHWEST OF A FIRE HYDRANT
 AW0315'IN FRONT OF THE COKE COMPANY, 12.8 METERS (42.0 FT) SOUTH OF THE
 AW0315'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 14.0 METERS (46.0 FT)
 AW0315'EAST OF AN EXTENDED CENTER OF A PRIVATE ROAD CROSSING THE TRACKS
 AW0315'LEADING TO THE TUBE TURNS DIVISION, AND 4.2 METERS (14.0 FT) NORTH OF
 AW0315'THE CENTERLINE OF THE EASTBOUND LANES OF THE ROAD.
 AW0315'THE MARK IS 0.3 M ABOVE KATY ROAD.
 AW0315
 AW0315                          STATION RECOVERY (1986)
 AW0315
 AW0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0315'RECOVERED IN GOOD CONDITION.
 AW0315
 AW0315                          STATION RECOVERY (1987)
 AW0315
 AW0315'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0315'RECOVERED IN GOOD CONDITION.
 AW0315
 AW0315                          STATION RECOVERY (1993)
 AW0315
 AW0315'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1837 ***********************************************************************
 AW1837  DESIGNATION -  C 1254
 AW1837  PID         -  AW1837
 AW1837  STATE/COUNTY-  TX/HARRIS
 AW1837  USGS QUAD   -  WARREN LAKE (1980)
 AW1837
 AW1837                         *CURRENT SURVEY CONTROL
 AW1837  ___________________________________________________________________
 AW1837* NAD 83(1986)-  29 59 32.     (N)    095 45 11.     (W)     SCALED    
 AW1837* NAVD 88     -        48.265  (meters)     158.35   (feet)  ADJUSTED  
 AW1837  ___________________________________________________________________
 AW1837  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1837  DYNAMIC HT  -          48.199 (meters)     158.13  (feet)  COMP
 AW1837  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW1837
 AW1837  VERT ORDER  -  FIRST     CLASS II
 AW1837
 AW1837.The horizontal coordinates were scaled from a topographic map and have
 AW1837.an estimated accuracy of +/- 6 seconds.
 AW1837
 AW1837.The orthometric height was determined by differential leveling
 AW1837.and adjusted by the National Geodetic Survey in June 1991..
 AW1837
 AW1837.The geoid height was determined by GEOID03.
 AW1837
 AW1837.The dynamic height is computed by dividing the NAVD 88
 AW1837.geopotential number by the normal gravity value computed on the
 AW1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1837.degrees latitude (g = 980.6199 gals.).
 AW1837
 AW1837.The modeled gravity was interpolated from observed gravity values.
 AW1837
 AW1837;                    North         East    Units  Estimated Accuracy
 AW1837;SPC TXSC     - 4,243,620.      913,250.      MT  (+/- 180 meters Scaled)
 AW1837
 AW1837                          SUPERSEDED SURVEY CONTROL
 AW1837
 AW1837  NGVD 29 (12/23/87)   48.258  (m)          158.33   (f) ADJUSTED    1 2
 AW1837
 AW1837.Superseded values are not recommended for survey control.
 AW1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1837.See file dsdata.txt to determine how the superseded data were derived.
 AW1837
 AW1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP344211(NAD 83)
 AW1837_MARKER: I = METAL ROD
 AW1837_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1837_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1837_STAMPING: C 1254 1978
 AW1837_MARK LOGO: NGS   
 AW1837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1837+STABILITY: POSITION/ELEVATION WELL
 AW1837
 AW1837  HISTORY     - Date     Condition        Report By
 AW1837  HISTORY     - 1978     MONUMENTED       NGS
 AW1837  HISTORY     - 1981     GOOD             NGS
 AW1837  HISTORY     - 1986     GOOD             NGS
 AW1837  HISTORY     - 1987     GOOD             USPSQD
 AW1837  HISTORY     - 1990     GOOD             USPSQD
 AW1837  HISTORY     - 1991     GOOD             USPSQD
 AW1837  HISTORY     - 19940502 GOOD             USPSQD
 AW1837
 AW1837                          STATION DESCRIPTION
 AW1837
 AW1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1837'3.7 MI NW FROM CYPRESS.
 AW1837'3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1837'CYPRESS SPRING ROAD IN CYPRESS.  AT A POWERLINE CROSSING THE ROAD,
 AW1837'51.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 44 FEET SOUTHWEST OF THE
 AW1837'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 22.7 FEET NORTHWEST
 AW1837'OF THE UNDERGROUND CABLE MARKER POST, NUMBER 71.4, AND 9.5 FEET
 AW1837'NORTHWEST OF THE POWERPOLE FOR THE LINE CROSSING.  SLEEVE IS SET AT
 AW1837'A DEPTH OF 30 FEET.
 AW1837
 AW1837                          STATION RECOVERY (1981)
 AW1837
 AW1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1837'RECOVERED IN GOOD CONDITION.
 AW1837
 AW1837                          STATION RECOVERY (1986)
 AW1837
 AW1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1837'RECOVERED IN GOOD CONDITION.
 AW1837
 AW1837                          STATION RECOVERY (1987)
 AW1837
 AW1837'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1837'RECOVERED IN GOOD CONDITION.
 AW1837
 AW1837                          STATION RECOVERY (1990)
 AW1837
 AW1837'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1837'RECOVERED IN GOOD CONDITION.
 AW1837
 AW1837                          STATION RECOVERY (1991)
 AW1837
 AW1837'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW1837'RECOVERED IN GOOD CONDITION.
 AW1837
 AW1837                          STATION RECOVERY (1994)
 AW1837
 AW1837'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1153 ***********************************************************************
 AW1153  DESIGNATION -  C 1255
 AW1153  PID         -  AW1153
 AW1153  STATE/COUNTY-  TX/BRAZORIA
 AW1153  USGS QUAD   -  LIVERPOOL (1963)
 AW1153
 AW1153                         *CURRENT SURVEY CONTROL
 AW1153  ___________________________________________________________________
 AW1153* NAD 83(1986)-  29 17 09.     (N)    095 17 20.     (W)     SCALED    
 AW1153* NAVD 88     -         6.38   (+/-2cm)      20.9    (feet)  VERTCON   
 AW1153  ___________________________________________________________________
 AW1153  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1153  OBS GRAVITY -     979,261.6   (mgal)                       GRAV_OBS
 AW1153
 AW1153  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1153
 AW1153.The horizontal coordinates were scaled from a topographic map and have
 AW1153.an estimated accuracy of +/- 6 seconds.
 AW1153
 AW1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1153.The vertical order pertains to the NGVD 29 superseded value.
 AW1153
 AW1153.The geoid height was determined by GEOID03.
 AW1153.The observed gravity was obtained from relative gravimeter ties
 AW1153.to the IGSN71 gravity network.
 AW1153
 AW1153;                    North         East    Units  Estimated Accuracy
 AW1153;SPC TXSC     - 4,166,700.      960,500.      MT  (+/- 180 meters Scaled)
 AW1153
 AW1153                          SUPERSEDED SURVEY CONTROL
 AW1153
 AW1153  NGVD 29 (??/??/92)    6.384  (m)           20.94   (f) ADJ UNCH    1 1
 AW1153
 AW1153.Superseded values are not recommended for survey control.
 AW1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1153.See file dsdata.txt to determine how the superseded data were derived.
 AW1153
 AW1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN776418(NAD 83)
 AW1153_MARKER: DB = BENCH MARK DISK
 AW1153_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1153_SP_SET: GALVANIZED STEEL ROD
 AW1153_STAMPING: C 1255 1978
 AW1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1153
 AW1153  HISTORY     - Date     Condition        Report By
 AW1153  HISTORY     - 1978     MONUMENTED       NGS
 AW1153
 AW1153                          STATION DESCRIPTION
 AW1153
 AW1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1153'0.9 MI SW FROM LIVERPOOL.
 AW1153'0.9 MI. SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1153'CROSSING OF MAIN STREET AT LIVERPOOL, AT A RAILROAD SIGNAL LIGHT,
 AW1153'39 FT. EAST OF THE CENTER LINE OF COUNTY ROAD 171,
 AW1153'96 FT. EAST OF THE EAST RAIL, 140 FT. NORTHEAST OF A RAILROAD SIGNAL
 AW1153'LINE POLE, 16 FT. SOUTH OF A CORNER FENCE POST, 1 FT. WEST OF A
 AW1153'FENCE LINE AND 11 FT. NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING
 AW1153'EAST TO A OPEN FIELD, DRIVEN TO GRADUAL REFUSAL AT 24 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0116 ***********************************************************************
 AM0116  DESIGNATION -  C 1256
 AM0116  PID         -  AM0116
 AM0116  STATE/COUNTY-  TX/MATAGORDA
 AM0116  USGS QUAD   -  BAY CITY (1972)
 AM0116
 AM0116                         *CURRENT SURVEY CONTROL
 AM0116  ___________________________________________________________________
 AM0116* NAD 83(1986)-  28 56 25.     (N)    095 57 51.     (W)     SCALED    
 AM0116* NAVD 88     -        13.76   (+/-2cm)      45.1    (feet)  VERTCON   
 AM0116  ___________________________________________________________________
 AM0116  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AM0116
 AM0116  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0116
 AM0116.The horizontal coordinates were scaled from a topographic map and have
 AM0116.an estimated accuracy of +/- 6 seconds.
 AM0116
 AM0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0116.The vertical order pertains to the NGVD 29 superseded value.
 AM0116
 AM0116.The geoid height was determined by GEOID03.
 AM0116
 AM0116;                    North         East    Units  Estimated Accuracy
 AM0116;SPC TXSC     - 4,126,520.      895,910.      MT  (+/- 180 meters Scaled)
 AM0116
 AM0116                          SUPERSEDED SURVEY CONTROL
 AM0116
 AM0116  NGVD 29 (??/??/92)   13.791  (m)           45.25   (f) ADJ UNCH    1 1
 AM0116
 AM0116.Superseded values are not recommended for survey control.
 AM0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0116.See file dsdata.txt to determine how the superseded data were derived.
 AM0116
 AM0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN110049(NAD 83)
 AM0116_MARKER: DB = BENCH MARK DISK
 AM0116_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0116_STAMPING: C 1256 1978
 AM0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0116+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0116
 AM0116  HISTORY     - Date     Condition        Report By
 AM0116  HISTORY     - 1978     MONUMENTED       NGS
 AM0116  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0116  HISTORY     - 20060316 GOOD             USPSQD
 AM0116
 AM0116                          STATION DESCRIPTION
 AM0116
 AM0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0116'2.6 MI SOUTH FROM BAY CITY.
 AM0116'2.6 MILES SOUTH ON STATE HIGHWAY 60 FROM THE MISSOURI
 AM0116'PACIFIC RAILROAD STATION AT THE JUCTION OF STATE HIGHWAY
 AM0116'60 AND FIRST STREET IN BAY CITY, AT THE JUNCTION OF FARM
 AM0116'ROAD 2668. 53 FEET EAST OF CENTER LINE OF STATE HIGHWAY 60,
 AM0116'156 FEET NORTH OF THE CENTER LINE OF FARM ROAD 2668, 5 FEET
 AM0116'EAST OF POWERLINE POLE NO E 1608, 95 FEET WEST OF A
 AM0116'POWERLINE GUY POLE AND SET 1 FT. SOUTH OF A EAST WEST
 AM0116'FENCELINE, AND 3 FEET EAST OF A CORNER FENCEPOST. DRIVEN
 AM0116'TO GRADUAL REFUSAL AT 28 FEET.
 AM0116
 AM0116                          STATION RECOVERY (1998)
 AM0116
 AM0116'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0116'MARK NOT FOUND.
 AM0116
 AM0116                          STATION RECOVERY (2006)
 AM0116
 AM0116'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0116'FOUND AS DESCRIBED. GO TO N28 56 24.3 W095 57 49.6. THE MARK IS 2 FEET
 AM0116'NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1822 ***********************************************************************
 AN1822  DESIGNATION -  C 1257
 AN1822  PID         -  AN1822
 AN1822  STATE/COUNTY-  TX/VICTORIA
 AN1822  USGS QUAD   -  BLOOMINGTON SW (1995)
 AN1822
 AN1822                         *CURRENT SURVEY CONTROL
 AN1822  ___________________________________________________________________
 AN1822* NAD 83(1986)-  28 37 08.     (N)    096 56 03.     (W)     SCALED    
 AN1822* NAVD 88     -         7.979  (meters)      26.18   (feet)  ADJUSTED  
 AN1822  ___________________________________________________________________
 AN1822  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1822  DYNAMIC HT  -           7.967 (meters)      26.14  (feet)  COMP
 AN1822  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 AN1822
 AN1822  VERT ORDER  -  FIRST     CLASS I
 AN1822
 AN1822.The horizontal coordinates were scaled from a topographic map and have
 AN1822.an estimated accuracy of +/- 6 seconds.
 AN1822
 AN1822.The orthometric height was determined by differential leveling
 AN1822.and adjusted by the National Geodetic Survey in June 1991..
 AN1822
 AN1822.The geoid height was determined by GEOID03.
 AN1822
 AN1822.The dynamic height is computed by dividing the NAVD 88
 AN1822.geopotential number by the normal gravity value computed on the
 AN1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1822.degrees latitude (g = 980.6199 gals.).
 AN1822
 AN1822.The modeled gravity was interpolated from observed gravity values.
 AN1822
 AN1822;                    North         East    Units  Estimated Accuracy
 AN1822;SPC TXSC     - 4,088,850.      802,000.      MT  (+/- 180 meters Scaled)
 AN1822
 AN1822                          SUPERSEDED SURVEY CONTROL
 AN1822
 AN1822  NGVD 29 (??/??/92)    8.108  (m)           26.60   (f) ADJ UNCH    1 1
 AN1822
 AN1822.Superseded values are not recommended for survey control.
 AN1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1822.See file dsdata.txt to determine how the superseded data were derived.
 AN1822
 AN1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS019675(NAD 83)
 AN1822_MARKER: DB = BENCH MARK DISK
 AN1822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1822_SP_SET: ABUTMENT
 AN1822_STAMPING: C 1257 1978
 AN1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1822
 AN1822  HISTORY     - Date     Condition        Report By
 AN1822  HISTORY     - 1978     MONUMENTED       NGS
 AN1822
 AN1822                          STATION DESCRIPTION
 AN1822
 AN1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1822'3.1 MI SW FROM BLOOMINGTON.
 AN1822'3.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN1822'STATION AT BLOOMINGTON, AT THE NORTHEAST END OF THE RAILROAD BRIDGE
 AN1822'OVER THE VICTORIA BARGE CANAL, 1 FT SOUTHEAST OF THE NORTHWEST END
 AN1822'OF THE NORTHEAST CONCRETE ABUTMENT, 77 FT NORTHWEST OF A GRAVELED ROAD
 AN1822'4 FT SOUTHEAST OF THE SOUTHEAST RAIL, 102 FT SOUTHWEST OF A RAILROAD
 AN1822'SIGNAL LIGHT, 29 FT SOUTHEAST OF POWERLINE POLE NUMBER 757.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0181 ***********************************************************************
 AH0181  DESIGNATION -  C 1258
 AH0181  PID         -  AH0181
 AH0181  STATE/COUNTY-  TX/NUECES
 AH0181  USGS QUAD   -  PORT ARANSAS (1975)
 AH0181
 AH0181                         *CURRENT SURVEY CONTROL
 AH0181  ___________________________________________________________________
 AH0181* NAD 83(1986)-  27 50 17.     (N)    097 03 47.     (W)     SCALED    
 AH0181* NAVD 88     -         1.579  (meters)       5.18   (feet)  ADJUSTED  
 AH0181  ___________________________________________________________________
 AH0181  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH0181  DYNAMIC HT  -           1.577 (meters)       5.17  (feet)  COMP
 AH0181  MODELED GRAV-     979,146.9   (mgal)                       NAVD 88
 AH0181
 AH0181  VERT ORDER  -  FIRST     CLASS I
 AH0181
 AH0181.The horizontal coordinates were scaled from a topographic map and have
 AH0181.an estimated accuracy of +/- 6 seconds.
 AH0181
 AH0181.The orthometric height was determined by differential leveling
 AH0181.and adjusted by the National Geodetic Survey in July 2002..
 AH0181
 AH0181.The geoid height was determined by GEOID03.
 AH0181
 AH0181.The dynamic height is computed by dividing the NAVD 88
 AH0181.geopotential number by the normal gravity value computed on the
 AH0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0181.degrees latitude (g = 980.6199 gals.).
 AH0181
 AH0181.The modeled gravity was interpolated from observed gravity values.
 AH0181
 AH0181;                    North         East    Units  Estimated Accuracy
 AH0181;SPC TX S     - 5,241,390.      441,550.      MT  (+/- 180 meters Scaled)
 AH0181
 AH0181                          SUPERSEDED SURVEY CONTROL
 AH0181
 AH0181  NAVD 88 (06/15/91)    1.593  (m)            5.23   (f) UNKNOWN     1 1
 AH0181
 AH0181.Superseded values are not recommended for survey control.
 AH0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0181.See file dsdata.txt to determine how the superseded data were derived.
 AH0181
 AH0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR907807(NAD 83)
 AH0181_MARKER: DV = VERTICAL CONTROL DISK
 AH0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0181_SP_SET: STORM DRAIN
 AH0181_STAMPING: C 1258 1978
 AH0181_MARK LOGO: NGS   
 AH0181_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0181+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH0181
 AH0181  HISTORY     - Date     Condition        Report By
 AH0181  HISTORY     - 1978     MONUMENTED       NGS
 AH0181  HISTORY     - 1989     GOOD             USPSQD
 AH0181  HISTORY     - 1989     GOOD             USPSQD
 AH0181  HISTORY     - 1989     GOOD             USPSQD
 AH0181  HISTORY     - 1989     GOOD             USPSQD
 AH0181  HISTORY     - 19910627 GOOD             USPSQD
 AH0181  HISTORY     - 19960401 GOOD             NGS
 AH0181  HISTORY     - 19970204 GOOD             NGS
 AH0181  HISTORY     - 19970725 GOOD             USPSQD
 AH0181
 AH0181                          STATION DESCRIPTION
 AH0181
 AH0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0181'IN PORT ARANSAS.
 AH0181'LOCATED 0.4 MILE EAST ON WEST COTTER STREET FROM THE SOUTH FERRY
 AH0181'LANDING AT PORT ARANSAS, AT JUNCTION OF WEST COTTER STREET AND N.
 AH0181'OLEANDER STREET. SET IN THE TOP OF THE NORTHWEST END OF A CONCRETE
 AH0181'HEADWALL FOR A MANHOLE AND 8 FOOT SQUARE CONCRETE CULVERT. 111 FEET
 AH0181'SOUTHWEST OF THE SOUTHWEST CORNER OF GULFSIDE GAS COMPANY BUILDING,
 AH0181'29 FEET SOUTH OF THE CENTERLINE OF WEST COTTER STREET, 23 FEET EAST
 AH0181'OF THE CENTERLINE OF NORTH OLEANDER STREET AND 6 FEET SOUTHWEST OF A
 AH0181'POWERLINE POLE WITH STREET LAMP ATTACHED.
 AH0181
 AH0181                          STATION RECOVERY (1989)
 AH0181
 AH0181'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0181'RECOVERED IN GOOD CONDITION.
 AH0181
 AH0181                          STATION RECOVERY (1989)
 AH0181
 AH0181'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0181'RECOVERED IN GOOD CONDITION.
 AH0181
 AH0181                          STATION RECOVERY (1989)
 AH0181
 AH0181'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0181'RECOVERED IN GOOD CONDITION.
 AH0181
 AH0181                          STATION RECOVERY (1989)
 AH0181
 AH0181'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AH0181'RECOVERED IN GOOD CONDITION.
 AH0181
 AH0181                          STATION RECOVERY (1991)
 AH0181
 AH0181'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0181'RECOVERED IN GOOD CONDITION.
 AH0181
 AH0181                          STATION RECOVERY (1996)
 AH0181
 AH0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RJH)
 AH0181'RECOVERED AS DESCRIBED.
 AH0181
 AH0181                          STATION RECOVERY (1997)
 AH0181
 AH0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0181'IN PORT ARANSAS, AT THE INTERSECTION OF COTTER AVENUE AND OLEANDER
 AH0181'STREET, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE NORTH
 AH0181'CONCRETE WALL OF A STORM DRAIN, 9.0 M (29.5 FT) SOUTH OF THE AVENUE
 AH0181'CENTER, 6.0 M (19.7 FT) EAST OF THE STREET CENTER, 1.7 M (5.6 FT)
 AH0181'SOUTHWEST OF A UTILITY POLE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 AH0181'STREET.
 AH0181
 AH0181                          STATION RECOVERY (1997)
 AH0181
 AH0181'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0069 ***********************************************************************
 AO0069  DESIGNATION -  C 126
 AO0069  PID         -  AO0069
 AO0069  STATE/COUNTY-  TX/LIVE OAK
 AO0069  USGS QUAD   -  GEORGE WEST (1984)
 AO0069
 AO0069                         *CURRENT SURVEY CONTROL
 AO0069  ___________________________________________________________________
 AO0069* NAD 83(1986)-  28 20 09.     (N)    098 06 43.     (W)     SCALED    
 AO0069* NAVD 88     -        48.624  (meters)     159.53   (feet)  ADJUSTED  
 AO0069  ___________________________________________________________________
 AO0069  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AO0069  DYNAMIC HT  -          48.551 (meters)     159.29  (feet)  COMP
 AO0069  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 AO0069
 AO0069  VERT ORDER  -  SECOND    CLASS 0
 AO0069
 AO0069.The horizontal coordinates were scaled from a topographic map and have
 AO0069.an estimated accuracy of +/- 6 seconds.
 AO0069
 AO0069.The orthometric height was determined by differential leveling
 AO0069.and adjusted by the National Geodetic Survey in June 1991..
 AO0069
 AO0069.The geoid height was determined by GEOID03.
 AO0069
 AO0069.The dynamic height is computed by dividing the NAVD 88
 AO0069.geopotential number by the normal gravity value computed on the
 AO0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0069.degrees latitude (g = 980.6199 gals.).
 AO0069
 AO0069.The modeled gravity was interpolated from observed gravity values.
 AO0069
 AO0069;                    North         East    Units  Estimated Accuracy
 AO0069;SPC TXSC     - 4,056,020.      687,080.      MT  (+/- 180 meters Scaled)
 AO0069
 AO0069                          SUPERSEDED SURVEY CONTROL
 AO0069
 AO0069  NGVD 29 (??/??/92)   48.602  (m)          159.46   (f) ADJ UNCH    2 0
 AO0069
 AO0069.Superseded values are not recommended for survey control.
 AO0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0069.See file dsdata.txt to determine how the superseded data were derived.
 AO0069
 AO0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS870347(NAD 83)
 AO0069_MARKER: DB = BENCH MARK DISK
 AO0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0069_SP_SET: BUILDING
 AO0069_STAMPING: 159.494 C 126 1933
 AO0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0069
 AO0069  HISTORY     - Date     Condition        Report By
 AO0069  HISTORY     - 1933     MONUMENTED       CGS
 AO0069  HISTORY     - 1934     GOOD             NGS
 AO0069
 AO0069                          STATION DESCRIPTION
 AO0069
 AO0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0069'IN GEORGE WEST.
 AO0069'AT GEORGE WEST, LIVE OAK COUNTY, ABOUT 200 FEET NORTHWEST OF THE SAN
 AO0069'ANTONIO, UVALDE AND GULF RAILROAD STATION, ABOUT 150 FEET WEST OF THE
 AO0069'CENTERLINE OF THE MAIN TRACK, AT THE OLD FIRST NATIONAL BANK BUILDING,
 AO0069'IN THE SOUTH WALL, 1.3 FEET FROM THE EAST END, AND ABOUT 5 FEET ABOVE
 AO0069'THE SIDEWALK.  A STANDARD DISK, STAMPED 159.494 C 126 1933 AND SET
 AO0069'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0105 ***********************************************************************
 AO0105  DESIGNATION -  C 127
 AO0105  PID         -  AO0105
 AO0105  STATE/COUNTY-  TX/MCMULLEN
 AO0105  USGS QUAD   -  TILDEN (1968)
 AO0105
 AO0105                         *CURRENT SURVEY CONTROL
 AO0105  ___________________________________________________________________
 AO0105* NAD 83(1986)-  28 27 25.     (N)    098 33 03.     (W)     SCALED    
 AO0105* NAVD 88     -        79.720  (meters)     261.55   (feet)  ADJUSTED  
 AO0105  ___________________________________________________________________
 AO0105  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AO0105  DYNAMIC HT  -          79.602 (meters)     261.16  (feet)  COMP
 AO0105  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 AO0105
 AO0105  VERT ORDER  -  SECOND    CLASS 0
 AO0105
 AO0105.The horizontal coordinates were scaled from a topographic map and have
 AO0105.an estimated accuracy of +/- 6 seconds.
 AO0105
 AO0105.The orthometric height was determined by differential leveling
 AO0105.and adjusted by the National Geodetic Survey in June 1991..
 AO0105
 AO0105.The geoid height was determined by GEOID03.
 AO0105
 AO0105.The dynamic height is computed by dividing the NAVD 88
 AO0105.geopotential number by the normal gravity value computed on the
 AO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0105.degrees latitude (g = 980.6199 gals.).
 AO0105
 AO0105.The modeled gravity was interpolated from observed gravity values.
 AO0105
 AO0105;                    North         East    Units  Estimated Accuracy
 AO0105;SPC TXSC     - 4,069,200.      643,990.      MT  (+/- 180 meters Scaled)
 AO0105
 AO0105                          SUPERSEDED SURVEY CONTROL
 AO0105
 AO0105  NGVD 29 (??/??/92)   79.687  (m)          261.44   (f) ADJ UNCH    2 0
 AO0105
 AO0105.Superseded values are not recommended for survey control.
 AO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0105.See file dsdata.txt to determine how the superseded data were derived.
 AO0105
 AO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS439479(NAD 83)
 AO0105_MARKER: DB = BENCH MARK DISK
 AO0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0105_SP_SET: BUILDING
 AO0105_STAMPING: C-127 1933
 AO0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0105
 AO0105  HISTORY     - Date     Condition        Report By
 AO0105  HISTORY     - 1933     MONUMENTED       CGS
 AO0105  HISTORY     - 1943     MARK NOT FOUND   NGS
 AO0105
 AO0105                          STATION DESCRIPTION
 AO0105
 AO0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AO0105'IN TILDEN.
 AO0105'AT THE HIGH SCHOOL BUILDING IN THE EAST WALL 5 FT. ABOVE THE GROUND
 AO0105'AND 1.2 FT. NORTH OF THE DOOR TO THE AUDITORIUM.
 AO0105
 AO0105                          STATION RECOVERY (1943)
 AO0105
 AO0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AO0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0093 ***********************************************************************
 AH0093  DESIGNATION -  C 1271
 AH0093  PID         -  AH0093
 AH0093  STATE/COUNTY-  TX/SAN PATRICIO
 AH0093  USGS QUAD   -  PORTLAND (1975)
 AH0093
 AH0093                         *CURRENT SURVEY CONTROL
 AH0093  ___________________________________________________________________
 AH0093* NAD 83(1986)-  27 51 58.     (N)    097 20 22.     (W)     SCALED    
 AH0093* NAVD 88     -         0.563  (meters)       1.85   (feet)  ADJUSTED  
 AH0093  ___________________________________________________________________
 AH0093  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AH0093  DYNAMIC HT  -           0.562 (meters)       1.84  (feet)  COMP
 AH0093  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 AH0093
 AH0093  VERT ORDER  -  FIRST     CLASS I
 AH0093
 AH0093.The horizontal coordinates were scaled from a topographic map and have
 AH0093.an estimated accuracy of +/- 6 seconds.
 AH0093
 AH0093.The orthometric height was determined by differential leveling
 AH0093.and adjusted by the National Geodetic Survey in December 1997..
 AH0093
 AH0093.The geoid height was determined by GEOID03.
 AH0093
 AH0093.The dynamic height is computed by dividing the NAVD 88
 AH0093.geopotential number by the normal gravity value computed on the
 AH0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0093.degrees latitude (g = 980.6199 gals.).
 AH0093
 AH0093.The modeled gravity was interpolated from observed gravity values.
 AH0093
 AH0093;                    North         East    Units  Estimated Accuracy
 AH0093;SPC TX S     - 5,244,220.      414,300.      MT  (+/- 180 meters Scaled)
 AH0093
 AH0093                          SUPERSEDED SURVEY CONTROL
 AH0093
 AH0093  NAVD 88 (06/15/91)    0.628  (m)            2.06   (f) UNKNOWN     1 1
 AH0093
 AH0093.Superseded values are not recommended for survey control.
 AH0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0093.See file dsdata.txt to determine how the superseded data were derived.
 AH0093
 AH0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR634834(NAD 83)
 AH0093_MARKER: DV = VERTICAL CONTROL DISK
 AH0093_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0093_SP_SET: STAINLESS STEEL ROD
 AH0093_STAMPING: C 1271 1978
 AH0093_MARK LOGO: NGS   
 AH0093_MAGNETIC: I = MARKER IS A STEEL ROD
 AH0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0093+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1997
 AH0093
 AH0093  HISTORY     - Date     Condition        Report By
 AH0093  HISTORY     - 1978     MONUMENTED       NGS
 AH0093  HISTORY     - 1989     GOOD             USPSQD
 AH0093  HISTORY     - 19970201 GOOD             NGS
 AH0093
 AH0093                          STATION DESCRIPTION
 AH0093
 AH0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0093'1.1 MI SW FROM PORTLAND.
 AH0093'1.1 MILE SOUTHWEST ALONG U. S. HIGHWAY 181 FROM ITS JUNCTION WITH
 AH0093'FARM ROAD 893 IN PORTLAND, AT THE SOUTHEAST CORNER OF A WOODEN FENCE
 AH0093'AROUND A SMALL BLOCK BUILDING, 152 FEET NORTHWEST OF THE CENTERLINE
 AH0093'OF THE SOUTHBOUND LANE OF THE HIGHWAY, 17 FEET EAST OF THE SOUTHEAST
 AH0093'CORNER OF THE BUILDING AND 2 FEET NORTH OF THE SOUTHEAST CORNER OF
 AH0093'THE FENCE.
 AH0093
 AH0093                          STATION RECOVERY (1989)
 AH0093
 AH0093'RECOVERY NOTE BY US POWER SQUADRON 1989 (HER)
 AH0093'RECOVERED IN GOOD CONDITION.
 AH0093
 AH0093                          STATION RECOVERY (1997)
 AH0093
 AH0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0093'10.3 KM (6.40 MI) SOUTHWESTERLY ALONG GREGORY STREET AND U.S.  HIGHWAY
 AH0093'181 FROM THE POST OFFICE IN GREGORY, 57.5 M (188.6 FT) NORTHWEST OF
 AH0093'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 9.1 M (29.9 FT)
 AH0093'SOUTHWEST OF A UTILITY POLE, 6.7 M (22.0 FT) NORTHEAST OF THE CENTER
 AH0093'OF A DIRT ROAD LEADING TO A MOUND, 1.1 M (3.6 FT) BELOW THE LEVEL OF
 AH0093'THE HIGHWAY, 0.7 M (2.3 FT) NORTH OF THE SOUTHEAST CORNER OF A WOODEN
 AH0093'RETAINING WALL ENCLOSING THE MOUND, AND 0.7 M (2.3 FT) WEST OF A
 AH0093'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 AH0093'FLUSH WITH THE GROUND SURFACE.  ACCESS TO THE DISK IS THROUGH A 4-INCH
 AH0093'LOGO CAP.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0005 ***********************************************************************
 AH0005  DESIGNATION -  C 1272
 AH0005  PID         -  AH0005
 AH0005  STATE/COUNTY-  TX/SAN PATRICIO
 AH0005  USGS QUAD   -  ODEM (1975)
 AH0005
 AH0005                         *CURRENT SURVEY CONTROL
 AH0005  ___________________________________________________________________
 AH0005* NAD 83(1986)-  27 57 21.     (N)    097 34 36.     (W)     SCALED    
 AH0005* NAVD 88     -        21.641  (meters)      71.00   (feet)  ADJUSTED  
 AH0005  ___________________________________________________________________
 AH0005  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AH0005  DYNAMIC HT  -          21.608 (meters)      70.89  (feet)  COMP
 AH0005  MODELED GRAV-     979,131.1   (mgal)                       NAVD 88
 AH0005
 AH0005  VERT ORDER  -  FIRST     CLASS I
 AH0005
 AH0005.The horizontal coordinates were scaled from a topographic map and have
 AH0005.an estimated accuracy of +/- 6 seconds.
 AH0005
 AH0005.The orthometric height was determined by differential leveling
 AH0005.and adjusted by the National Geodetic Survey in June 1991..
 AH0005
 AH0005.The geoid height was determined by GEOID03.
 AH0005
 AH0005.The dynamic height is computed by dividing the NAVD 88
 AH0005.geopotential number by the normal gravity value computed on the
 AH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0005.degrees latitude (g = 980.6199 gals.).
 AH0005
 AH0005.The modeled gravity was interpolated from observed gravity values.
 AH0005
 AH0005;                    North         East    Units  Estimated Accuracy
 AH0005;SPC TX S     - 5,253,970.      390,860.      MT  (+/- 180 meters Scaled)
 AH0005
 AH0005                          SUPERSEDED SURVEY CONTROL
 AH0005
 AH0005  NGVD 29 (??/??/92)   21.808  (m)           71.55   (f) ADJ UNCH    1 1
 AH0005
 AH0005.Superseded values are not recommended for survey control.
 AH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0005.See file dsdata.txt to determine how the superseded data were derived.
 AH0005
 AH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR400931(NAD 83)
 AH0005_MARKER: DB = BENCH MARK DISK
 AH0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0005_SP_SET: HEADWALL
 AH0005_STAMPING: C 1272 1978
 AH0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0005
 AH0005  HISTORY     - Date     Condition        Report By
 AH0005  HISTORY     - 1978     MONUMENTED       NGS
 AH0005  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0005
 AH0005                          STATION DESCRIPTION
 AH0005
 AH0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0005'0.8 MI NE FROM ODEM.
 AH0005'0.8 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AH0005'STATION AT ODEM, 65 FEET NORTH OF MILE POLE 155, 22 FEET SOUTHEAST
 AH0005'OF THE CENTER OF U. S. HIGHWAY 77, SET IN THE TOP OF AND 1 FOOT
 AH0005'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A
 AH0005'MULTI-BOX CULVERT UNDER THE HIGHWAY.
 AH0005
 AH0005                          STATION RECOVERY (1996)
 AH0005
 AH0005'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0049 ***********************************************************************
 AM0049  DESIGNATION -  C 1273
 AM0049  PID         -  AM0049
 AM0049  STATE/COUNTY-  TX/BRAZORIA
 AM0049  USGS QUAD   -  JONES CREEK (1974)
 AM0049
 AM0049                         *CURRENT SURVEY CONTROL
 AM0049  ___________________________________________________________________
 AM0049* NAD 83(1986)-  28 58 21.     (N)    095 27 25.     (W)     SCALED    
 AM0049* NAVD 88     -         3.91   (+/-2cm)      12.8    (feet)  VERTCON   
 AM0049  ___________________________________________________________________
 AM0049  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AM0049
 AM0049  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0049
 AM0049.The horizontal coordinates were scaled from a topographic map and have
 AM0049.an estimated accuracy of +/- 6 seconds.
 AM0049
 AM0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0049.The vertical order pertains to the NGVD 29 superseded value.
 AM0049
 AM0049.The geoid height was determined by GEOID03.
 AM0049
 AM0049;                    North         East    Units  Estimated Accuracy
 AM0049;SPC TXSC     - 4,131,480.      945,230.      MT  (+/- 180 meters Scaled)
 AM0049
 AM0049                          SUPERSEDED SURVEY CONTROL
 AM0049
 AM0049  NGVD 29 (??/??/92)    3.935  (m)           12.91   (f) ADJ UNCH    1 1
 AM0049
 AM0049.Superseded values are not recommended for survey control.
 AM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0049.See file dsdata.txt to determine how the superseded data were derived.
 AM0049
 AM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN605074(NAD 83)
 AM0049_MARKER: DB = BENCH MARK DISK
 AM0049_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0049_SP_SET: DEEP ROD
 AM0049_STAMPING: C 1273 1978
 AM0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0049
 AM0049  HISTORY     - Date     Condition        Report By
 AM0049  HISTORY     - 1978     MONUMENTED       NGS
 AM0049  HISTORY     - 1987     GOOD             USPSQD
 AM0049  HISTORY     - 19940419 GOOD             USPSQD
 AM0049  HISTORY     - 20010428 GOOD             USPSQD
 AM0049
 AM0049                          STATION DESCRIPTION
 AM0049
 AM0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0049'0.5 MI WEST FROM JONES CREEK.
 AM0049'6.7 MILES NORTHWEST ALONG THE HIGHWAY FROM THE VELASCO AVENUE
 AM0049'BRIDGE IN FREEPORT, ACROSS THE ROAD AND 300 FEET SOUTH OF THE JONES
 AM0049'CREEK SUPERMARKET, 41 FEET WEST OF THE CENTER OF THE ENTRANCE TO A
 AM0049'CARWASH, 37 FT SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF THE
 AM0049'HIGHWAY AND 0.8 FT NORTH OF THE CORNER OF A CHAIN LINK FENCE.
 AM0049
 AM0049                          STATION RECOVERY (1987)
 AM0049
 AM0049'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AM0049'RECOVERED IN GOOD CONDITION.
 AM0049
 AM0049                          STATION RECOVERY (1994)
 AM0049
 AM0049'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0049'RECOVERED IN GOOD CONDITION.
 AM0049
 AM0049                          STATION RECOVERY (2001)
 AM0049
 AM0049'RECOVERY NOTE BY US POWER SQUADRON 2001
 AM0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0015 ***********************************************************************
 AW0015  DESIGNATION -  C 1274
 AW0015  PID         -  AW0015
 AW0015  STATE/COUNTY-  TX/BRAZORIA
 AW0015  USGS QUAD   -  DANBURY (1974)
 AW0015
 AW0015                         *CURRENT SURVEY CONTROL
 AW0015  ___________________________________________________________________
 AW0015* NAD 83(1986)-  29 10 01.     (N)    095 15 17.     (W)     SCALED    
 AW0015* NAVD 88     -         2.78   (+/-2cm)       9.1    (feet)  VERTCON   
 AW0015  ___________________________________________________________________
 AW0015  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW0015
 AW0015  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0015
 AW0015.The horizontal coordinates were scaled from a topographic map and have
 AW0015.an estimated accuracy of +/- 6 seconds.
 AW0015
 AW0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0015.The vertical order pertains to the NGVD 29 superseded value.
 AW0015
 AW0015.The geoid height was determined by GEOID03.
 AW0015
 AW0015;                    North         East    Units  Estimated Accuracy
 AW0015;SPC TXSC     - 4,153,630.      964,240.      MT  (+/- 180 meters Scaled)
 AW0015
 AW0015                          SUPERSEDED SURVEY CONTROL
 AW0015
 AW0015  NGVD 29 (??/??/92)    2.779  (m)            9.12   (f) ADJ UNCH    1 1
 AW0015
 AW0015.Superseded values are not recommended for survey control.
 AW0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0015.See file dsdata.txt to determine how the superseded data were derived.
 AW0015
 AW0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN807285(NAD 83)
 AW0015_MARKER: DB = BENCH MARK DISK
 AW0015_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0015_SP_SET: STAINLESS STEEL ROD
 AW0015_STAMPING: C 1274 1978
 AW0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0015+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0015
 AW0015  HISTORY     - Date     Condition        Report By
 AW0015  HISTORY     - 1978     MONUMENTED       NGS
 AW0015  HISTORY     - 19910216 MARK NOT FOUND   USPSQD
 AW0015  HISTORY     - 20040319 GOOD             USPSQD
 AW0015
 AW0015                          STATION DESCRIPTION
 AW0015
 AW0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0015'11.1 MI SE FROM LIVERPOOL.
 AW0015'11.1 MILES SOUTHEAST ALONG PAVED ROAD TURNING TO SHELL ROAD FROM THE
 AW0015'POST OFFICE IN LIVERPOOL 0.55 MILE SOUTH OF THE JUNCTION OF FARM TO
 AW0015'MARKET ROAD 2004, AT THE JUNCTION OF A FIELD ROAD, 51 FEET SOUTHEAST
 AW0015'OF THE CENTER OF THE ROAD 13.5 FT. NORTHEAST OF THE CENTER OF THE
 AW0015'FIELD ROAD, 1 FOOT NORTHEAST OF A WIRE FENCE.
 AW0015
 AW0015                          STATION RECOVERY (1991)
 AW0015
 AW0015'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW0015'MARK NOT FOUND.
 AW0015
 AW0015                          STATION RECOVERY (2004)
 AW0015
 AW0015'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1948 ***********************************************************************
 AW1948  DESIGNATION -  C 1276
 AW1948  PID         -  AW1948
 AW1948  STATE/COUNTY-  TX/HARRIS
 AW1948  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1948
 AW1948                         *CURRENT SURVEY CONTROL
 AW1948  ___________________________________________________________________
 AW1948* NAD 83(1986)-  29 35 38.     (N)    095 10 12.     (W)     SCALED    
 AW1948* NAVD 88     -         7.866  (meters)      25.81   (feet)  ADJUSTED  
 AW1948  ___________________________________________________________________
 AW1948  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1948  DYNAMIC HT  -           7.855 (meters)      25.77  (feet)  COMP
 AW1948  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 AW1948
 AW1948  VERT ORDER  -  FIRST     CLASS II
 AW1948
 AW1948.The horizontal coordinates were scaled from a topographic map and have
 AW1948.an estimated accuracy of +/- 6 seconds.
 AW1948
 AW1948.The orthometric height was determined by differential leveling
 AW1948.and adjusted by the National Geodetic Survey in June 1991..
 AW1948
 AW1948.The geoid height was determined by GEOID03.
 AW1948
 AW1948.The dynamic height is computed by dividing the NAVD 88
 AW1948.geopotential number by the normal gravity value computed on the
 AW1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1948.degrees latitude (g = 980.6199 gals.).
 AW1948
 AW1948.The modeled gravity was interpolated from observed gravity values.
 AW1948
 AW1948;                    North         East    Units  Estimated Accuracy
 AW1948;SPC TXSC     - 4,201,190.      970,930.      MT  (+/- 180 meters Scaled)
 AW1948
 AW1948                          SUPERSEDED SURVEY CONTROL
 AW1948
 AW1948  NGVD 29 (12/23/87)    7.862  (m)           25.79   (f) ADJUSTED    1 2
 AW1948
 AW1948.Superseded values are not recommended for survey control.
 AW1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1948.See file dsdata.txt to determine how the superseded data were derived.
 AW1948
 AW1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN898757(NAD 83)
 AW1948_MARKER: I = METAL ROD
 AW1948_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1948_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1948_STAMPING: C 1276 1978
 AW1948_MARK LOGO: NGS   
 AW1948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1948+STABILITY: POSITION/ELEVATION WELL
 AW1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1948+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AW1948
 AW1948  HISTORY     - Date     Condition        Report By
 AW1948  HISTORY     - 1978     MONUMENTED       NGS
 AW1948  HISTORY     - 1981     GOOD             NGS
 AW1948  HISTORY     - 1985     GOOD             USPSQD
 AW1948  HISTORY     - 1986     GOOD             NGS
 AW1948  HISTORY     - 1987     GOOD             USPSQD
 AW1948  HISTORY     - 1987     GOOD             USPSQD
 AW1948  HISTORY     - 1987     GOOD             USPSQD
 AW1948  HISTORY     - 1987     GOOD             USPSQD
 AW1948  HISTORY     - 1987     GOOD             USPSQD
 AW1948  HISTORY     - 1987     GOOD             USPSQD
 AW1948  HISTORY     - 1987     GOOD             USPSQD
 AW1948  HISTORY     - 1987     GOOD             USPSQD
 AW1948  HISTORY     - 1987     GOOD             USPSQD
 AW1948  HISTORY     - 1987     GOOD             USPSQD
 AW1948  HISTORY     - 1987     GOOD             USPSQD
 AW1948  HISTORY     - 19870405 GOOD             USPSQD
 AW1948  HISTORY     - 19870412 GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1988     GOOD             USPSQD
 AW1948  HISTORY     - 1989     GOOD             USPSQD
 AW1948  HISTORY     - 1989     GOOD             USPSQD
 AW1948  HISTORY     - 1989     GOOD             USPSQD
 AW1948  HISTORY     - 1989     GOOD             USPSQD
 AW1948  HISTORY     - 1989     GOOD             USPSQD
 AW1948  HISTORY     - 1989     GOOD             USPSQD
 AW1948  HISTORY     - 1989     GOOD             USPSQD
 AW1948  HISTORY     - 1989     GOOD             USPSQD
 AW1948  HISTORY     - 1989     GOOD             USPSQD
 AW1948  HISTORY     - 1989     GOOD             USPSQD
 AW1948  HISTORY     - 1989     GOOD             USPSQD
 AW1948  HISTORY     - 1989     GOOD             USPSQD
 AW1948  HISTORY     - 1990     GOOD             USPSQD
 AW1948  HISTORY     - 1990     GOOD             USPSQD
 AW1948  HISTORY     - 19940219 GOOD             USPSQD
 AW1948  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1948  HISTORY     - 20050828 GOOD             USPSQD
 AW1948
 AW1948                          STATION DESCRIPTION
 AW1948
 AW1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1948'4.8 MI NW FROM WEBSTER.
 AW1948'ABOUT 4.8 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1948'NASA 1 HIGHWAY IN WEBSTER, 226 FEET NORTH OF U 639, 237 FEET NORTH
 AW1948'OF THE CENTERLINE OF A PAVED ROAD LEADING TO THE SOUTH GATE OF
 AW1948'ELLINGTON AIR FORCE BASE, 165 FEET SOUTH-SOUTHEAST OF AN UNDERGROUND
 AW1948'CABLE POST, NUMBER 92, 78 FEET NORTHEAST OF THE CENTERLINE OF THE
 AW1948'HIGHWAY, 72 FEET NORTH-NORTHEAST OF A RAILROAD SIGN, OLCOTT, AND 10
 AW1948'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON AND
 AW1948'HENDERSON RAILROAD.  THE SLEEVE IS 30 FEET DEEP, -2 INCHES BELOW
 AW1948'THE GROUND.
 AW1948
 AW1948                          STATION RECOVERY (1981)
 AW1948
 AW1948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1985)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1986)
 AW1948
 AW1948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1987)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1987)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1987)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1987)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1987)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1987)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1987)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1987)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1987)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1987)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1987)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1987)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1987)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1988)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1989)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1989)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1989)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1989)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1989)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1989)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1989)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1989)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1989)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1989)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1989)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1989)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1990)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1990)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (1994)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1948'RECOVERED IN GOOD CONDITION.
 AW1948
 AW1948                          STATION RECOVERY (2001)
 AW1948
 AW1948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1948'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1948
 AW1948                          STATION RECOVERY (2005)
 AW1948
 AW1948'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1948'FOUND THE MARK AS DESCRIBED.  ADDED WHITE PAINT TO THE RAILROAD TRACK
 AW1948'ON THE WEST SIDE. THE MARK IS 9 FOOT 8 INCHES PERPREDINCULAR TO THE
 AW1948'TRACK IN A SOUTHWEST DIRECTION. IT IS 10 INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0942 ***********************************************************************
 AW0942  TIDAL BM    -  This is a Tidal Bench Mark.
 AW0942  DESIGNATION -  C 1277
 AW0942  PID         -  AW0942
 AW0942  STATE/COUNTY-  TX/HARRIS
 AW0942  USGS QUAD   -  HIGHLANDS (1995)
 AW0942
 AW0942                         *CURRENT SURVEY CONTROL
 AW0942  ___________________________________________________________________
 AW0942* NAD 83(1986)-  29 45 53.     (N)    095 04 41.     (W)     SCALED    
 AW0942* NAVD 88     -         0.960  (meters)       3.15   (feet)  ADJUSTED  
 AW0942  ___________________________________________________________________
 AW0942  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0942  DYNAMIC HT  -           0.958 (meters)       3.14  (feet)  COMP
 AW0942  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 AW0942
 AW0942  VERT ORDER  -  FIRST     CLASS II
 AW0942
 AW0942.The horizontal coordinates were scaled from a topographic map and have
 AW0942.an estimated accuracy of +/- 6 seconds.
 AW0942
 AW0942.The orthometric height was determined by differential leveling
 AW0942.and adjusted by the National Geodetic Survey in June 1991..
 AW0942
 AW0942.This Tidal Bench Mark is designated as VM 11774
 AW0942.by the Center for Operational Oceanographic Products and Services.
 AW0942
 AW0942.The geoid height was determined by GEOID03.
 AW0942
 AW0942.The dynamic height is computed by dividing the NAVD 88
 AW0942.geopotential number by the normal gravity value computed on the
 AW0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0942.degrees latitude (g = 980.6199 gals.).
 AW0942
 AW0942.The modeled gravity was interpolated from observed gravity values.
 AW0942
 AW0942;                    North         East    Units  Estimated Accuracy
 AW0942;SPC TXSC     - 4,220,410.      979,190.      MT  (+/- 180 meters Scaled)
 AW0942
 AW0942                          SUPERSEDED SURVEY CONTROL
 AW0942
 AW0942  NGVD 29 (12/23/87)    0.957  (m)            3.14   (f) ADJUSTED    1 2
 AW0942
 AW0942.Superseded values are not recommended for survey control.
 AW0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0942.See file dsdata.txt to determine how the superseded data were derived.
 AW0942
 AW0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN990945(NAD 83)
 AW0942_MARKER: DB = BENCH MARK DISK
 AW0942_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0942_SP_SET: STAINLESS STEEL ROD
 AW0942_STAMPING: C 1277 1978
 AW0942_MARK LOGO: NGS   
 AW0942_PROJECTION: RECESSED 12 CENTIMETERS
 AW0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0942_ROD/PIPE-DEPTH: 14.6 meters
 AW0942
 AW0942  HISTORY     - Date     Condition        Report By
 AW0942  HISTORY     - 1978     MONUMENTED       NGS
 AW0942  HISTORY     - 1986     GOOD             NGS
 AW0942  HISTORY     - 1987     GOOD             USPSQD
 AW0942  HISTORY     - 1989     GOOD             USPSQD
 AW0942  HISTORY     - 19940801 GOOD             USPSQD
 AW0942
 AW0942                          STATION DESCRIPTION
 AW0942
 AW0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0942'IN LYNCHBURG.
 AW0942'IN LYNCHBURG, 189 FEET NORTHEAST OF NORTH FERRY LANDING, 108 FEET EAST
 AW0942'OF THE CENTERLINE OF THE ROAD, 56 FEET SOUTHEAST OF CENTER OF GATE OF
 AW0942'A FENCE AROUND HARRIS COUNTY PRECINCT 6 BUILDING, 10.5 FEET NORTHWEST
 AW0942'OF SOUTH FENCE CORNER POST, 1.5 FEET WEST OF A CHAIN LINK FENCE, AND
 AW0942'1.5 FEET EAST OF A TELEPHONE POLE.
 AW0942
 AW0942                          STATION RECOVERY (1986)
 AW0942
 AW0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0942'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN LYNCHBURG,
 AW0942'INSIDE THE LYNCHBURG FERRY COMPOUND, 32.92 METERS (108.0 FT) EAST OF
 AW0942'THE CENTERLINE OF THE ROAD, 29.66 METERS (97.3 FT) NORTHEAST OF THE
 AW0942'NORTHEAST CORNER OF THE MAIN BUILDING, 9.02 METERS (29.6 FT) WEST OF
 AW0942'THE CHAIN LINK FENCE AROUND THE COMPOUND, 0.46 METER (1.5 FT) EAST OF
 AW0942'A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW0942'LOGO CAP.
 AW0942'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 AW0942'THE MARK IS ABOVE LEVEL WITH ROAD.
 AW0942
 AW0942                          STATION RECOVERY (1987)
 AW0942
 AW0942'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0942'RECOVERED IN GOOD CONDITION.
 AW0942
 AW0942                          STATION RECOVERY (1989)
 AW0942
 AW0942'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0942'RECOVERED IN GOOD CONDITION.
 AW0942
 AW0942                          STATION RECOVERY (1994)
 AW0942
 AW0942'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2033 ***********************************************************************
 AW2033  DESIGNATION -  C 1278
 AW2033  PID         -  AW2033
 AW2033  STATE/COUNTY-  TX/FORT BEND
 AW2033  USGS QUAD   -  ALMEDA (1995)
 AW2033
 AW2033                         *CURRENT SURVEY CONTROL
 AW2033  ___________________________________________________________________
 AW2033* NAD 83(1986)-  29 30 17.     (N)    095 27 43.     (W)     SCALED    
 AW2033* NAVD 88     -        19.257  (meters)      63.18   (feet)  ADJUSTED  
 AW2033  ___________________________________________________________________
 AW2033  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2033  DYNAMIC HT  -          19.230 (meters)      63.09  (feet)  COMP
 AW2033  MODELED GRAV-     979,265.9   (mgal)                       NAVD 88
 AW2033
 AW2033  VERT ORDER  -  FIRST     CLASS II
 AW2033
 AW2033.The horizontal coordinates were scaled from a topographic map and have
 AW2033.an estimated accuracy of +/- 6 seconds.
 AW2033
 AW2033.The orthometric height was determined by differential leveling
 AW2033.and adjusted by the National Geodetic Survey in June 1991..
 AW2033
 AW2033.The geoid height was determined by GEOID03.
 AW2033
 AW2033.The dynamic height is computed by dividing the NAVD 88
 AW2033.geopotential number by the normal gravity value computed on the
 AW2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2033.degrees latitude (g = 980.6199 gals.).
 AW2033
 AW2033.The modeled gravity was interpolated from observed gravity values.
 AW2033
 AW2033;                    North         East    Units  Estimated Accuracy
 AW2033;SPC TXSC     - 4,190,420.      942,960.      MT  (+/- 180 meters Scaled)
 AW2033
 AW2033                          SUPERSEDED SURVEY CONTROL
 AW2033
 AW2033  NGVD 29 (12/23/87)   19.253  (m)           63.17   (f) ADJUSTED    1 2
 AW2033
 AW2033.Superseded values are not recommended for survey control.
 AW2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2033.See file dsdata.txt to determine how the superseded data were derived.
 AW2033
 AW2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN613664(NAD 83)
 AW2033_MARKER: DB = BENCH MARK DISK
 AW2033_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2033_SP_SET: STAINLESS STEEL ROD
 AW2033_STAMPING: C 1278 1978
 AW2033_MARK LOGO: NGS   
 AW2033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2033+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2033
 AW2033  HISTORY     - Date     Condition        Report By
 AW2033  HISTORY     - 1978     MONUMENTED       NGS
 AW2033  HISTORY     - 1986     GOOD             NGS
 AW2033  HISTORY     - 19900805 GOOD             USPSQD
 AW2033  HISTORY     - 19901208 GOOD             USPSQD
 AW2033  HISTORY     - 19941022 GOOD             USPSQD
 AW2033  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW2033  HISTORY     - 20040216 GOOD             USPSQD
 AW2033  HISTORY     - 20050217 GOOD             USPSQD
 AW2033
 AW2033                          STATION DESCRIPTION
 AW2033
 AW2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2033'0.2 MI SOUTH FROM ARCOLA.
 AW2033'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 288 FROM THE INTERSECTION
 AW2033'OF STATE HIGHWAY 6 IN ARCOLA, 93 FEET SOUTH OF THE CENTERLINE OF
 AW2033'MACNICOLL STREET, 57 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 AW2033'2 FEET SOUTH OF POWER POLE NUMBER 9 WITH A TRANSFORMER.
 AW2033
 AW2033                          STATION RECOVERY (1986)
 AW2033
 AW2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2033'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 AW2033'ADD POWER POLE 9 HAS BEEN REMOVED AND STATE HIGHWAY 288 IS NOW FM ROAD
 AW2033'521.
 AW2033'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AW2033
 AW2033                          STATION RECOVERY (1990)
 AW2033
 AW2033'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2033'RECOVERED IN GOOD CONDITION.
 AW2033
 AW2033                          STATION RECOVERY (1990)
 AW2033
 AW2033'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2033'RECOVERED IN GOOD CONDITION.
 AW2033
 AW2033                          STATION RECOVERY (1994)
 AW2033
 AW2033'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2033'RECOVERED IN GOOD CONDITION.
 AW2033
 AW2033                          STATION RECOVERY (1999)
 AW2033
 AW2033'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2033'MARK NOT FOUND.
 AW2033
 AW2033                          STATION RECOVERY (2004)
 AW2033
 AW2033'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2033'RECOVERED IN GOOD CONDITION.
 AW2033
 AW2033                          STATION RECOVERY (2005)
 AW2033
 AW2033'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0325 ***********************************************************************
 AO0325  DESIGNATION -  C 128
 AO0325  PID         -  AO0325
 AO0325  STATE/COUNTY-  TX/LA SALLE
 AO0325  USGS QUAD   -  LOS ANGELES (1974)
 AO0325
 AO0325                         *CURRENT SURVEY CONTROL
 AO0325  ___________________________________________________________________
 AO0325* NAD 83(1986)-  28 28 34.     (N)    099 04 56.     (W)     SCALED    
 AO0325* NAVD 88     -       142.383  (meters)     467.13   (feet)  ADJUSTED  
 AO0325  ___________________________________________________________________
 AO0325  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AO0325  DYNAMIC HT  -         142.170 (meters)     466.44  (feet)  COMP
 AO0325  MODELED GRAV-     979,145.8   (mgal)                       NAVD 88
 AO0325
 AO0325  VERT ORDER  -  SECOND    CLASS 0
 AO0325
 AO0325.The horizontal coordinates were scaled from a topographic map and have
 AO0325.an estimated accuracy of +/- 6 seconds.
 AO0325
 AO0325.The orthometric height was determined by differential leveling
 AO0325.and adjusted by the National Geodetic Survey in June 1991..
 AO0325
 AO0325.The geoid height was determined by GEOID03.
 AO0325
 AO0325.The dynamic height is computed by dividing the NAVD 88
 AO0325.geopotential number by the normal gravity value computed on the
 AO0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0325.degrees latitude (g = 980.6199 gals.).
 AO0325
 AO0325.The modeled gravity was interpolated from observed gravity values.
 AO0325
 AO0325;                    North         East    Units  Estimated Accuracy
 AO0325;SPC TXSC     - 4,071,240.      591,950.      MT  (+/- 180 meters Scaled)
 AO0325
 AO0325                          SUPERSEDED SURVEY CONTROL
 AO0325
 AO0325  NGVD 29 (??/??/92)  142.28   (m)          466.8    (f) COMPUTED    2 0
 AO0325
 AO0325.Superseded values are not recommended for survey control.
 AO0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0325.See file dsdata.txt to determine how the superseded data were derived.
 AO0325
 AO0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS919499(NAD 83)
 AO0325_MARKER: DB = BENCH MARK DISK
 AO0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0325_STAMPING: 366.922 C 128 1933
 AO0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0325+STABILITY: SURFACE MOTION
 AO0325
 AO0325  HISTORY     - Date     Condition        Report By
 AO0325  HISTORY     - 1933     MONUMENTED       CGS
 AO0325  HISTORY     - 1934     GOOD             NGS
 AO0325  HISTORY     - 1973     MARK NOT FOUND   USGS
 AO0325
 AO0325                          STATION DESCRIPTION
 AO0325
 AO0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0325'3.8 MI W FROM HARRISS VALLEY.
 AO0325'3.8 MILES WEST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0325'HARRISS VALLEY, LASALLE COUNTY, 8.6 MILES EAST OF GARDENDALE, 9 POLES
 AO0325'WEST OF MILEPOST 96, ABOUT 200 YARDS WEST OF 30-FOOT PILE TRESTLE
 AO0325'BRIDGE 96.2, AND 28.3 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 AO0325'STANDARD DISK, STAMPED 366.922 C 128 1933 AND SET IN THE TOP OF A
 AO0325'CONCRETE POST.
 AO0325
 AO0325                          STATION RECOVERY (1973)
 AO0325
 AO0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AO0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2153 ***********************************************************************
 AW2153  DESIGNATION -  C 1280
 AW2153  PID         -  AW2153
 AW2153  STATE/COUNTY-  TX/FORT BEND
 AW2153  USGS QUAD   -  RICHMOND NE (1980)
 AW2153
 AW2153                         *CURRENT SURVEY CONTROL
 AW2153  ___________________________________________________________________
 AW2153* NAD 83(1986)-  29 42 01.     (N)    095 46 45.     (W)     SCALED    
 AW2153* NAVD 88     -        33.19   (+/-2cm)     108.9    (feet)  VERTCON   
 AW2153  ___________________________________________________________________
 AW2153  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW2153
 AW2153  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2153
 AW2153.The horizontal coordinates were scaled from a topographic map and have
 AW2153.an estimated accuracy of +/- 6 seconds.
 AW2153
 AW2153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2153.The vertical order pertains to the NGVD 29 superseded value.
 AW2153
 AW2153.The geoid height was determined by GEOID03.
 AW2153
 AW2153;                    North         East    Units  Estimated Accuracy
 AW2153;SPC TXSC     - 4,211,200.      911,620.      MT  (+/- 180 meters Scaled)
 AW2153
 AW2153                          SUPERSEDED SURVEY CONTROL
 AW2153
 AW2153  NGVD 29 (04/06/79)   33.180  (m)          108.86   (f) ADJUSTED    1 2
 AW2153
 AW2153.Superseded values are not recommended for survey control.
 AW2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2153.See file dsdata.txt to determine how the superseded data were derived.
 AW2153
 AW2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN311888(NAD 83)
 AW2153_MARKER: DB = BENCH MARK DISK
 AW2153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2153_SP_SET: STAINLESS STEEL ROD
 AW2153_STAMPING: C 1280 1978
 AW2153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2153
 AW2153  HISTORY     - Date     Condition        Report By
 AW2153  HISTORY     - 1978     MONUMENTED       NGS
 AW2153  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2153  HISTORY     - 19901208 MARK NOT FOUND   USPSQD
 AW2153  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2153
 AW2153                          STATION DESCRIPTION
 AW2153
 AW2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2153'5.6 MI WEST FROM CLODINE.
 AW2153'ABOUT 0.2 MILE WEST ALONG ALIEF ROAD FROM THE JUNCTION OF FARM ROAD
 AW2153'1464 IN CLODINE, AND THENCE 5.4 MILES WEST ALONG FARM ROAD 1093.  SET
 AW2153'AT THE JUNCTION OF A SHELL ROAD LEADING SOUTH, 58 FEET NORTH OF THE
 AW2153'CENTERLINE OF THE ROAD, 48 FEET WEST OF THE EXTENDED CENTERLINE OF
 AW2153'THE SHELL ROAD, 40 FEET NORTH OF THE NORTH HEADWALL OF A 6X6 FOOT
 AW2153'BOX CULVERT UNDER THE ROAD, 4 FEET SOUTH OF A FENCE, AND 1 FOOT EAST
 AW2153'OF A POWER POLE.
 AW2153
 AW2153                          STATION RECOVERY (1986)
 AW2153
 AW2153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2153'NOT RECOVERED.
 AW2153
 AW2153                          STATION RECOVERY (1990)
 AW2153
 AW2153'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW2153'MARK NOT FOUND.
 AW2153
 AW2153                          STATION RECOVERY (2004)
 AW2153
 AW2153'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1867 ***********************************************************************
 BL1867  DESIGNATION -  C 1281
 BL1867  PID         -  BL1867
 BL1867  STATE/COUNTY-  TX/MONTGOMERY
 BL1867  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1867
 BL1867                         *CURRENT SURVEY CONTROL
 BL1867  ___________________________________________________________________
 BL1867* NAD 83(1986)-  30 09 58.     (N)    095 45 09.     (W)     SCALED    
 BL1867* NAVD 88     -        66.77   (+/-2cm)     219.1    (feet)  VERTCON   
 BL1867  ___________________________________________________________________
 BL1867  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1867
 BL1867  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1867
 BL1867.The horizontal coordinates were scaled from a topographic map and have
 BL1867.an estimated accuracy of +/- 6 seconds.
 BL1867
 BL1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1867.The vertical order pertains to the NGVD 29 superseded value.
 BL1867
 BL1867.The geoid height was determined by GEOID03.
 BL1867
 BL1867;                    North         East    Units  Estimated Accuracy
 BL1867;SPC TX C     - 3,064,450.    1,141,120.      MT  (+/- 180 meters Scaled)
 BL1867
 BL1867                          SUPERSEDED SURVEY CONTROL
 BL1867
 BL1867  NGVD 29 (04/06/79)   66.759  (m)          219.03   (f) ADJUSTED    1 2
 BL1867
 BL1867.Superseded values are not recommended for survey control.
 BL1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1867.See file dsdata.txt to determine how the superseded data were derived.
 BL1867
 BL1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP349403(NAD 83)
 BL1867_MARKER: DB = BENCH MARK DISK
 BL1867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1867_SP_SET: STAINLESS STEEL ROD
 BL1867_STAMPING: C 1281 1978
 BL1867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1867
 BL1867  HISTORY     - Date     Condition        Report By
 BL1867  HISTORY     - 1978     MONUMENTED       NGS
 BL1867  HISTORY     - 20050827 GOOD             GEOCAC
 BL1867
 BL1867                          STATION DESCRIPTION
 BL1867
 BL1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1867'3.2 MI SOUTH FROM MAGNOLIA.
 BL1867'0.1 MILE SOUTHWEST ALONG FIFTH STREET FROM THE CROSSING OF MAGNOLIA
 BL1867'CONROE ROAD AND THE MISSOURI-PACIFIC RAILROAD IN MAGNOLIA, THENCE
 BL1867'0.15 MILE SOUTHEAST ALONG COMMERCE STREET, AND THENCE 2.95 MILES
 BL1867'SOUTH ALONG NICHOLS SAW MILL ROAD.  AT THE SECOND POWER POLE SOUTH OF
 BL1867'A PRIVATE DRIVE LEADING EAST, ROD WAS DRIVEN TO A REFUSAL OF 31.5
 BL1867'FEET, 140 FEET SOUTH OF A CORNER POST FOR A FENCE RUNNING SOUTH AND
 BL1867'ONE EAST, WITH WHITE FENCE POST, 44 FEET EAST OF THE CENTERLINE OF THE
 BL1867'ROAD, AND 3.5 FEET NORTH OF THE POWER POLE.  DISK IS SET LEVEL WITH
 BL1867'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW
 BL1867'PLUG.
 BL1867
 BL1867                          STATION RECOVERY (2005)
 BL1867
 BL1867'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1867'POWER POLES HAVE MOVED. MARK IS NOW ABOUT 32 METERS (105 FEET) NORTH
 BL1867'OF THE SECOND POWER POLE SOUTH OF A CULVERT UNDER NICHOLS SAWMILL RD,
 BL1867'AND 0.4 METERS (1.4 FEET) SOUTH OF A METAL WITNESS POST.
 BL1867'LAT/LON BY HANDHELD GPS(NAD83) N30 09 51.3, W 95 45 09.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1843 ***********************************************************************
 BL1843  DESIGNATION -  C 1282
 BL1843  PID         -  BL1843
 BL1843  STATE/COUNTY-  TX/HARRIS
 BL1843  USGS QUAD   -  HOCKLEY (1980)
 BL1843
 BL1843                         *CURRENT SURVEY CONTROL
 BL1843  ___________________________________________________________________
 BL1843* NAD 83(1986)-  30 02 07.     (N)    095 52 02.     (W)     SCALED    
 BL1843* NAVD 88     -        70.60   (+/-2cm)     231.6    (feet)  VERTCON   
 BL1843  ___________________________________________________________________
 BL1843  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL1843
 BL1843  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1843
 BL1843.The horizontal coordinates were scaled from a topographic map and have
 BL1843.an estimated accuracy of +/- 6 seconds.
 BL1843
 BL1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1843.The vertical order pertains to the NGVD 29 superseded value.
 BL1843
 BL1843.The geoid height was determined by GEOID03.
 BL1843
 BL1843;                    North         East    Units  Estimated Accuracy
 BL1843;SPC TXSC     - 4,248,090.      902,110.      MT  (+/- 180 meters Scaled)
 BL1843
 BL1843                          SUPERSEDED SURVEY CONTROL
 BL1843
 BL1843  NGVD 29 (??/??/92)   70.592  (m)          231.60   (f) ADJ UNCH    1 2
 BL1843
 BL1843.Superseded values are not recommended for survey control.
 BL1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1843.See file dsdata.txt to determine how the superseded data were derived.
 BL1843
 BL1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP235261(NAD 83)
 BL1843_MARKER: DB = BENCH MARK DISK
 BL1843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1843_SP_SET: HEADWALL
 BL1843_STAMPING: C 1282 1978
 BL1843_MARK LOGO: NGS   
 BL1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1843+STABILITY: SURFACE MOTION
 BL1843
 BL1843  HISTORY     - Date     Condition        Report By
 BL1843  HISTORY     - 1978     MONUMENTED       NGS
 BL1843  HISTORY     - 1986     GOOD             NGS
 BL1843  HISTORY     - 19940326 GOOD             USPSQD
 BL1843
 BL1843                          STATION DESCRIPTION
 BL1843
 BL1843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1843'1.4 MI NW FROM HOCKLEY.
 BL1843'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE RAILROAD STATION
 BL1843'IN WALLER.  SET IN TOP OF THE WEST END OF THE SOUTHERLY HEADWALL FOR
 BL1843'A 3X8 FEET BOX CULVERT, 21 FEET SOUTHWEST OF THE CENTERLINE OF THE
 BL1843'EAST BOUND LANES OF HIGHWAY 290, AND 8.5 FEET SOUTHEAST OF THE
 BL1843'NORTHWEST END OF THE HEADWALL.
 BL1843
 BL1843                          STATION RECOVERY (1986)
 BL1843
 BL1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1843'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.3 KM (1.45
 BL1843'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH HEGAR
 BL1843'ROAD IN HOCKLEY.
 BL1843
 BL1843                          STATION RECOVERY (1994)
 BL1843
 BL1843'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2368 ***********************************************************************
 BY2368  DESIGNATION -  C 1283
 BY2368  PID         -  BY2368
 BY2368  STATE/COUNTY-  TX/SHELBY
 BY2368  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY2368
 BY2368                         *CURRENT SURVEY CONTROL
 BY2368  ___________________________________________________________________
 BY2368* NAD 83(1986)-  31 58 12.     (N)    094 05 47.     (W)     SCALED    
 BY2368* NAVD 88     -        77.063  (meters)     252.83   (feet)  ADJUSTED  
 BY2368  ___________________________________________________________________
 BY2368  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BY2368  DYNAMIC HT  -          76.974 (meters)     252.54  (feet)  COMP
 BY2368  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 BY2368
 BY2368  VERT ORDER  -  FIRST     CLASS II
 BY2368
 BY2368.The horizontal coordinates were scaled from a topographic map and have
 BY2368.an estimated accuracy of +/- 6 seconds.
 BY2368
 BY2368.The orthometric height was determined by differential leveling
 BY2368.and adjusted by the National Geodetic Survey in June 1991..
 BY2368
 BY2368.The geoid height was determined by GEOID03.
 BY2368
 BY2368.The dynamic height is computed by dividing the NAVD 88
 BY2368.geopotential number by the normal gravity value computed on the
 BY2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2368.degrees latitude (g = 980.6199 gals.).
 BY2368
 BY2368.The modeled gravity was interpolated from observed gravity values.
 BY2368
 BY2368;                    North         East    Units  Estimated Accuracy
 BY2368;SPC TX C     - 3,271,870.    1,289,250.      MT  (+/- 180 meters Scaled)
 BY2368
 BY2368                          SUPERSEDED SURVEY CONTROL
 BY2368
 BY2368  NGVD 29 (??/??/??)   77.113  (m)          252.99   (f) ADJUSTED    1 2
 BY2368
 BY2368.Superseded values are not recommended for survey control.
 BY2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2368.See file dsdata.txt to determine how the superseded data were derived.
 BY2368
 BY2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR964376(NAD 83)
 BY2368_MARKER: DB = BENCH MARK DISK
 BY2368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2368_SP_SET: STAINLESS STEEL ROD
 BY2368_STAMPING: C 1283 1979
 BY2368_PROJECTION: RECESSED 3 CENTIMETERS
 BY2368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2368_ROD/PIPE-DEPTH: 3.05 meters
 BY2368
 BY2368  HISTORY     - Date     Condition        Report By
 BY2368  HISTORY     - 1979     MONUMENTED       NGS
 BY2368
 BY2368                          STATION DESCRIPTION
 BY2368
 BY2368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2368'2.3 MI WEST FROM JOAQUIN.
 BY2368'2.3 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE IN JOAQUIN,
 BY2368'140.0 FT. NORTHEAST OF A U.S. HIGHWAY 84 SIGN, 73.9 FT. NORTH OF
 BY2368'THE CENTERLINE OF THE HIGHWAY, 32.8 FT. SOUTH OF THE SOUTH RAIL OF
 BY2368'THE SOUTHERN PACIFIC RAILROAD, 18.3 FT. NORTHEAST OF A 24-INCH PINE
 BY2368'TREE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2368'A 4-INCH PLASTIC SCREW PLUG.
 BY2368'THE MARK IS 2 FT  W FROM A WITNESS POST.
 BY2368'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2377 ***********************************************************************
 BY2377  DESIGNATION -  C 1284
 BY2377  PID         -  BY2377
 BY2377  STATE/COUNTY-  TX/SHELBY
 BY2377  USGS QUAD   -  TENAHA EAST (1984)
 BY2377
 BY2377                         *CURRENT SURVEY CONTROL
 BY2377  ___________________________________________________________________
 BY2377* NAD 83(1986)-  31 56 09.     (N)    094 14 19.     (W)     SCALED    
 BY2377* NAVD 88     -       101.431  (meters)     332.78   (feet)  ADJUSTED  
 BY2377  ___________________________________________________________________
 BY2377  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY2377  DYNAMIC HT  -         101.311 (meters)     332.38  (feet)  COMP
 BY2377  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 BY2377  OBS GRAVITY -     979,454.7   (mgal)                       GRAV_OBS
 BY2377
 BY2377  VERT ORDER  -  FIRST     CLASS II
 BY2377
 BY2377.The horizontal coordinates were scaled from a topographic map and have
 BY2377.an estimated accuracy of +/- 6 seconds.
 BY2377
 BY2377.The orthometric height was determined by differential leveling
 BY2377.and adjusted by the National Geodetic Survey in June 1991..
 BY2377
 BY2377.The geoid height was determined by GEOID03.
 BY2377
 BY2377.The dynamic height is computed by dividing the NAVD 88
 BY2377.geopotential number by the normal gravity value computed on the
 BY2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2377.degrees latitude (g = 980.6199 gals.).
 BY2377
 BY2377.The modeled gravity was interpolated from observed gravity values.
 BY2377.The observed gravity was obtained from relative gravimeter ties
 BY2377.to the IGSN71 gravity network.
 BY2377
 BY2377;                    North         East    Units  Estimated Accuracy
 BY2377;SPC TX C     - 3,267,350.    1,276,030.      MT  (+/- 180 meters Scaled)
 BY2377
 BY2377                          SUPERSEDED SURVEY CONTROL
 BY2377
 BY2377  NGVD 29 (??/??/??)  101.476  (m)          332.93   (f) ADJUSTED    1 2
 BY2377
 BY2377.Superseded values are not recommended for survey control.
 BY2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2377.See file dsdata.txt to determine how the superseded data were derived.
 BY2377
 BY2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR829339(NAD 83)
 BY2377_MARKER: I = METAL ROD
 BY2377_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2377_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2377_STAMPING: C 1284 1979
 BY2377_PROJECTION: FLUSH
 BY2377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2377+STABILITY: POSITION/ELEVATION WELL
 BY2377_ROD/PIPE-DEPTH: 9.14 meters
 BY2377_SLEEVE-DEPTH  : 7.32 meters
 BY2377
 BY2377  HISTORY     - Date     Condition        Report By
 BY2377  HISTORY     - 1979     MONUMENTED       NGS
 BY2377  HISTORY     - 1980     GOOD             NGS
 BY2377
 BY2377                          STATION DESCRIPTION
 BY2377
 BY2377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2377'200
 BY2377'0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BY2377'HIGHWAY 84 IN TENAHA, AT A SOUTHWESTERN ELECTRIC POWER COMPANY
 BY2377'SUBSTATION, AT THE NORTHWEST CORNER OF AND ABOUT IN LINE WITH THE WEST
 BY2377'EDGE OF A CHAIN LINK FENCE AROUND THE SUBSTATION, 212.0 FT. NORTHEAST
 BY2377'OF THE CENTERLINE OF THE HIGHWAY, 117.0 FT. NORTHWEST OF THE
 BY2377'NORTHEAST CORNER OF THE FENCE, 4.0 FT. NORTHWEST OF THE NORTHWEST
 BY2377'CORNER OF THE FENCE, 31.5 FT. SOUTHEAST OF A BARBED WIRE FENCE.
 BY2377'DATUM POINT IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BY2377'5-INCH LOGO CAP.
 BY2377'THE MARK IS 1.5 FT  NW FROM A WITNESS POST.
 BY2377'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 BY2377
 BY2377                          STATION RECOVERY (1980)
 BY2377
 BY2377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2377'NOTE-THIS JUNCTION MARK IS DESCRIBED IN NGVD LINE 312, L24542.L2.HAFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1984 ***********************************************************************
 BK1984  DESIGNATION -  C 1285
 BK1984  PID         -  BK1984
 BK1984  STATE/COUNTY-  TX/ORANGE
 BK1984  USGS QUAD   -  MAURICEVILLE (1974)
 BK1984
 BK1984                         *CURRENT SURVEY CONTROL
 BK1984  ___________________________________________________________________
 BK1984* NAD 83(1986)-  30 08 07.     (N)    093 49 11.     (W)     SCALED    
 BK1984* NAVD 88     -         5.405  (meters)      17.73   (feet)  ADJUSTED  
 BK1984  ___________________________________________________________________
 BK1984  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BK1984  DYNAMIC HT  -           5.398 (meters)      17.71  (feet)  COMP
 BK1984  MODELED GRAV-     979,312.7   (mgal)                       NAVD 88
 BK1984
 BK1984  VERT ORDER  -  FIRST     CLASS II
 BK1984
 BK1984.The horizontal coordinates were scaled from a topographic map and have
 BK1984.an estimated accuracy of +/- 6 seconds.
 BK1984
 BK1984.The orthometric height was determined by differential leveling
 BK1984.and adjusted by the National Geodetic Survey in June 1991..
 BK1984
 BK1984.The geoid height was determined by GEOID03.
 BK1984
 BK1984.The dynamic height is computed by dividing the NAVD 88
 BK1984.geopotential number by the normal gravity value computed on the
 BK1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1984.degrees latitude (g = 980.6199 gals.).
 BK1984
 BK1984.The modeled gravity was interpolated from observed gravity values.
 BK1984
 BK1984;                    North         East    Units  Estimated Accuracy
 BK1984;SPC TX C     - 3,070,320.    1,327,260.      MT  (+/- 180 meters Scaled)
 BK1984
 BK1984                          SUPERSEDED SURVEY CONTROL
 BK1984
 BK1984  NGVD 29 (??/??/??)    5.362  (m)           17.59   (f) ADJUSTED    1 2
 BK1984
 BK1984.Superseded values are not recommended for survey control.
 BK1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1984.See file dsdata.txt to determine how the superseded data were derived.
 BK1984
 BK1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP210340(NAD 83)
 BK1984_MARKER: I = METAL ROD
 BK1984_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1984_SP_SET: STAINLESS STEEL ROD
 BK1984_STAMPING: C 1285 1979
 BK1984_PROJECTION: FLUSH
 BK1984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1984+STABILITY: POSITION/ELEVATION WELL
 BK1984_ROD/PIPE-DEPTH: 6.10 meters
 BK1984
 BK1984  HISTORY     - Date     Condition        Report By
 BK1984  HISTORY     - 1979     MONUMENTED       NGS
 BK1984  HISTORY     - 1988     GOOD             USPSQD
 BK1984  HISTORY     - 1988     GOOD             USPSQD
 BK1984  HISTORY     - 19960427 GOOD             USPSQD
 BK1984  HISTORY     - 20010331 GOOD             USPSQD
 BK1984  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1984  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1984
 BK1984                          STATION DESCRIPTION
 BK1984
 BK1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1984'6.55 MI NW FROM ORANGE.
 BK1984'2.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN
 BK1984'ORANGE, THENCE 3.75 MILES NORTHWEST ALONG THE MISSOURI PACIFIC
 BK1984'RAILROAD, AT THE CROSSING OF FARM ROAD 1078, AT THE SOUTHEAST CORNER
 BK1984'OF A TRIANGULAR SHAPED AREA OF LAND, 98.0 FT. SOUTHWEST OF AND ACROSS
 BK1984'WOMACK ROAD FROM THE SOUTHWEST RAIL, 30.0 FT. SOUTHWEST OF THE
 BK1984'CENTERLINE OF WOMACK ROAD, 49.0 FT. NORTHWEST OF THE CENTERLINE OF
 BK1984'FARM ROAD 1078, 1.0 FT. SOUTHEAST OF A FENCE, 3.8 FT. SOUTHWEST OF A
 BK1984'CORNER FENCE POST.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS
 BK1984'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1984'THE MARK IS 1.9 FT  E FROM A WITNESS POST.
 BK1984'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 BK1984
 BK1984                          STATION RECOVERY (1988)
 BK1984
 BK1984'RECOVERY NOTE BY US POWER SQUADRON 1988 (GBW)
 BK1984'RECOVERED IN GOOD CONDITION.
 BK1984
 BK1984                          STATION RECOVERY (1988)
 BK1984
 BK1984'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1984'RECOVERED IN GOOD CONDITION.
 BK1984
 BK1984                          STATION RECOVERY (1996)
 BK1984
 BK1984'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1984'RECOVERED IN GOOD CONDITION.
 BK1984
 BK1984                          STATION RECOVERY (2001)
 BK1984
 BK1984'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1984'RECOVERED IN GOOD CONDITION.
 BK1984
 BK1984                          STATION RECOVERY (2002)
 BK1984
 BK1984'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1984'MARK NOT FOUND.
 BK1984
 BK1984                          STATION RECOVERY (2004)
 BK1984
 BK1984'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1984'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2398 ***********************************************************************
 BY2398  DESIGNATION -  C 1286
 BY2398  PID         -  BY2398
 BY2398  STATE/COUNTY-  TX/SHELBY
 BY2398  USGS QUAD   -  NEUVILLE (1984)
 BY2398
 BY2398                         *CURRENT SURVEY CONTROL
 BY2398  ___________________________________________________________________
 BY2398* NAD 83(1986)-  31 38 06.     (N)    094 09 02.     (W)     SCALED    
 BY2398* NAVD 88     -       132.376  (meters)     434.30   (feet)  ADJUSTED  
 BY2398  ___________________________________________________________________
 BY2398  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY2398  DYNAMIC HT  -         132.215 (meters)     433.78  (feet)  COMP
 BY2398  MODELED GRAV-     979,424.3   (mgal)                       NAVD 88
 BY2398
 BY2398  VERT ORDER  -  FIRST     CLASS II
 BY2398
 BY2398.The horizontal coordinates were scaled from a topographic map and have
 BY2398.an estimated accuracy of +/- 6 seconds.
 BY2398
 BY2398.The orthometric height was determined by differential leveling
 BY2398.and adjusted by the National Geodetic Survey in June 1991..
 BY2398
 BY2398.The geoid height was determined by GEOID03.
 BY2398
 BY2398.The dynamic height is computed by dividing the NAVD 88
 BY2398.geopotential number by the normal gravity value computed on the
 BY2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2398.degrees latitude (g = 980.6199 gals.).
 BY2398
 BY2398.The modeled gravity was interpolated from observed gravity values.
 BY2398
 BY2398;                    North         East    Units  Estimated Accuracy
 BY2398;SPC TX C     - 3,234,500.    1,286,200.      MT  (+/- 180 meters Scaled)
 BY2398
 BY2398                          SUPERSEDED SURVEY CONTROL
 BY2398
 BY2398  NGVD 29 (??/??/??)  132.409  (m)          434.41   (f) ADJUSTED    1 2
 BY2398
 BY2398.Superseded values are not recommended for survey control.
 BY2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2398.See file dsdata.txt to determine how the superseded data were derived.
 BY2398
 BY2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR908005(NAD 83)
 BY2398_MARKER: DB = BENCH MARK DISK
 BY2398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2398_SP_SET: STAINLESS STEEL ROD
 BY2398_STAMPING: C 1286 1979
 BY2398_PROJECTION: RECESSED 8 CENTIMETERS
 BY2398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2398_ROD/PIPE-DEPTH: 4.11 meters
 BY2398
 BY2398  HISTORY     - Date     Condition        Report By
 BY2398  HISTORY     - 1979     MONUMENTED       NGS
 BY2398
 BY2398                          STATION DESCRIPTION
 BY2398
 BY2398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2398'7.4 MI NORTH FROM SAN AUGUSTINE.
 BY2398'7.4 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2398'HIGHWAY 21 IN SAN AUGUSTINE, 126 FT. NORTH OF THE CENTERLINE OF A DIRT
 BY2398'ROAD LEADING EAST INTO A HUNTING CLUB, 74.0 FT. EAST OF THE CENTERLINE
 BY2398'OF THE HIGHWAY, 15.0 FT. EAST OF A CONCRETE RIGHT-OF-WAY MARKER.
 BY2398'DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BY2398'PLASTIC SCREW PLUG.
 BY2398'THE MARK IS 2 FT  N FROM A WITNESS POST.
 BY2398'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2544 ***********************************************************************
 BY2544  DESIGNATION -  C 1287
 BY2544  PID         -  BY2544
 BY2544  STATE/COUNTY-  TX/SHELBY
 BY2544  USGS QUAD   -  TENAHA WEST (1984)
 BY2544
 BY2544                         *CURRENT SURVEY CONTROL
 BY2544  ___________________________________________________________________
 BY2544* NAD 83(1986)-  31 56 23.     (N)    094 16 26.     (W)     SCALED    
 BY2544* NAVD 88     -        98.582  (meters)     323.43   (feet)  ADJUSTED  
 BY2544  ___________________________________________________________________
 BY2544  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BY2544  DYNAMIC HT  -          98.465 (meters)     323.05  (feet)  COMP
 BY2544  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 BY2544
 BY2544  VERT ORDER  -  FIRST     CLASS II
 BY2544
 BY2544.The horizontal coordinates were scaled from a topographic map and have
 BY2544.an estimated accuracy of +/- 6 seconds.
 BY2544
 BY2544.The orthometric height was determined by differential leveling
 BY2544.and adjusted by the National Geodetic Survey in June 1991..
 BY2544
 BY2544.The geoid height was determined by GEOID03.
 BY2544
 BY2544.The dynamic height is computed by dividing the NAVD 88
 BY2544.geopotential number by the normal gravity value computed on the
 BY2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2544.degrees latitude (g = 980.6199 gals.).
 BY2544
 BY2544.The modeled gravity was interpolated from observed gravity values.
 BY2544
 BY2544;                    North         East    Units  Estimated Accuracy
 BY2544;SPC TX C     - 3,267,590.    1,272,680.      MT  (+/- 180 meters Scaled)
 BY2544
 BY2544                          SUPERSEDED SURVEY CONTROL
 BY2544
 BY2544.No superseded survey control is available for this station.
 BY2544
 BY2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR795344(NAD 83)
 BY2544_MARKER: DB = BENCH MARK DISK
 BY2544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2544_SP_SET: STAINLESS STEEL ROD
 BY2544_STAMPING: C 1287 1979
 BY2544_PROJECTION: RECESSED 3 CENTIMETERS
 BY2544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2544_ROD/PIPE-DEPTH: 4.57 meters
 BY2544
 BY2544  HISTORY     - Date     Condition        Report By
 BY2544  HISTORY     - 1979     MONUMENTED       NGS
 BY2544
 BY2544                          STATION DESCRIPTION
 BY2544
 BY2544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2544'1.85 MI WEST FROM TENAHA.
 BY2544'1.85 MILES WEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF U.S.
 BY2544'HIGHWAY 96 IN TENAHA, AT A DIRT ROAD LEADING NORTH ACROSS THE TEXAS
 BY2544'AND NEW ORLEANS RAILROAD, 152 FT. NORTH OF THE CENTERLINE OF THE
 BY2544'HIGHWAY, 53.6 FT. NORTH OF THE NORTH RAIL, 18.0 FT. EAST OF THE
 BY2544'CENTERLINE OF THE ROAD, 3.0 FT. SOUTHEAST OF A TELEPHONE POLE, 1.0 FT.
 BY2544'SOUTH OF A FENCE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS
 BY2544'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2544'THE MARK IS 1.5 FT  SW FROM A WITNESS POST.
 BY2544'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1956 ***********************************************************************
 BK1956  DESIGNATION -  C 1288
 BK1956  PID         -  BK1956
 BK1956  STATE/COUNTY-  TX/JASPER
 BK1956  USGS QUAD   -  CALL JUNCTION (1984)
 BK1956
 BK1956                         *CURRENT SURVEY CONTROL
 BK1956  ___________________________________________________________________
 BK1956* NAD 83(1986)-  30 31 59.     (N)    093 56 13.     (W)     SCALED    
 BK1956* NAVD 88     -        30.283  (meters)      99.35   (feet)  ADJUSTED  
 BK1956  ___________________________________________________________________
 BK1956  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BK1956  DYNAMIC HT  -          30.244 (meters)      99.23  (feet)  COMP
 BK1956  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BK1956
 BK1956  VERT ORDER  -  FIRST     CLASS II
 BK1956
 BK1956.The horizontal coordinates were scaled from a topographic map and have
 BK1956.an estimated accuracy of +/- 6 seconds.
 BK1956
 BK1956.The orthometric height was determined by differential leveling
 BK1956.and adjusted by the National Geodetic Survey in June 1991..
 BK1956
 BK1956.The geoid height was determined by GEOID03.
 BK1956
 BK1956.The dynamic height is computed by dividing the NAVD 88
 BK1956.geopotential number by the normal gravity value computed on the
 BK1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1956.degrees latitude (g = 980.6199 gals.).
 BK1956
 BK1956.The modeled gravity was interpolated from observed gravity values.
 BK1956
 BK1956;                    North         East    Units  Estimated Accuracy
 BK1956;SPC TX C     - 3,113,690.    1,313,450.      MT  (+/- 180 meters Scaled)
 BK1956
 BK1956                          SUPERSEDED SURVEY CONTROL
 BK1956
 BK1956  NGVD 29 (??/??/??)   30.262  (m)           99.28   (f) ADJUSTED    1 2
 BK1956
 BK1956.Superseded values are not recommended for survey control.
 BK1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1956.See file dsdata.txt to determine how the superseded data were derived.
 BK1956
 BK1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP101782(NAD 83)
 BK1956_MARKER: I = METAL ROD
 BK1956_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1956_SP_SET: STAINLESS STEEL ROD
 BK1956_STAMPING: C 1288 1979
 BK1956_PROJECTION: FLUSH
 BK1956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1956+STABILITY: POSITION/ELEVATION WELL
 BK1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1956+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 BK1956_ROD/PIPE-DEPTH: 7.62 meters
 BK1956
 BK1956  HISTORY     - Date     Condition        Report By
 BK1956  HISTORY     - 1979     MONUMENTED       NGS
 BK1956  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1956  HISTORY     - 20050129 GOOD             USPSQD
 BK1956
 BK1956                          STATION DESCRIPTION
 BK1956
 BK1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1956'6.2 MI NE FROM BUNA.
 BK1956'6.2 MILES NORTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BK1956'HIGHWAY 62 IN BUNA, AT THE JUNCTION OF A DIRT ROAD, 65.1 FT. EAST OF
 BK1956'THE CENTERLINE OF THE HIGHWAY, 100.0 FT. NORTHEAST OF THE CENTERLINE
 BK1956'OF THE DIRT ROAD, 73.6 FT. NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 BK1956'JUNCTION BOX, 72.6 FT. NORTHEAST OF A CORNER FENCE POST, 1.0 FT. WEST
 BK1956'OF A FENCE LINE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS
 BK1956'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1956'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BK1956'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 BK1956
 BK1956                          STATION RECOVERY (2004)
 BK1956
 BK1956'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1956'MARK NOT FOUND.
 BK1956
 BK1956                          STATION RECOVERY (2005)
 BK1956
 BK1956'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BK1956'FENCE LINE NO LONGER EXISTS.  WITNESS POST AND SIGN STILL PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1929 ***********************************************************************
 BK1929  DESIGNATION -  C 1289
 BK1929  PID         -  BK1929
 BK1929  STATE/COUNTY-  TX/JASPER
 BK1929  USGS QUAD   -  JASPER EAST (1984)
 BK1929
 BK1929                         *CURRENT SURVEY CONTROL
 BK1929  ___________________________________________________________________
 BK1929* NAD 83(1993)-  30 54 32.10944(N)    093 59 39.70954(W)     ADJUSTED  
 BK1929* NAVD 88     -        70.600  (meters)     231.63   (feet)  ADJUSTED  
 BK1929  ___________________________________________________________________
 BK1929  X           -    -381,534.186 (meters)                     COMP
 BK1929  Y           -  -5,463,917.063 (meters)                     COMP
 BK1929  Z           -   3,257,255.631 (meters)                     COMP
 BK1929  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 BK1929  ELLIP HEIGHT-          42.67  (meters)          (09/06/01) GPS OBS
 BK1929  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BK1929  DYNAMIC HT  -          70.508 (meters)     231.32  (feet)  COMP
 BK1929  MODELED GRAV-     979,339.8   (mgal)                       NAVD 88
 BK1929
 BK1929  HORZ ORDER  -  FIRST
 BK1929  VERT ORDER  -  FIRST     CLASS II
 BK1929  ELLP ORDER  -  FOURTH    CLASS II
 BK1929
 BK1929.This mark is at Jasper Co-Bell Fld (JAS) Airport (JAS)
 BK1929
 BK1929.The horizontal coordinates were established by GPS observations
 BK1929.and adjusted by the National Geodetic Survey in March 1998..
 BK1929
 BK1929.The orthometric height was determined by differential leveling
 BK1929.and adjusted by the National Geodetic Survey in June 1991..
 BK1929
 BK1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1929
 BK1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1929
 BK1929.The ellipsoidal height was determined by GPS observations
 BK1929.and is referenced to NAD 83.
 BK1929
 BK1929.The geoid height was determined by GEOID03.
 BK1929
 BK1929.The dynamic height is computed by dividing the NAVD 88
 BK1929.geopotential number by the normal gravity value computed on the
 BK1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1929.degrees latitude (g = 980.6199 gals.).
 BK1929
 BK1929.The modeled gravity was interpolated from observed gravity values.
 BK1929
 BK1929;                    North         East     Units Scale Factor Converg.
 BK1929;SPC TX C     - 3,154,968.486 1,305,574.519   MT  0.99988304   +3 15 53.8
 BK1929;SPC TX C     -10,350,925.77  4,283,372.40   sFT  0.99988304   +3 15 53.8
 BK1929;UTM  15      - 3,419,931.544   404,979.634   MT  0.99971137   -0 30 38.9
 BK1929
 BK1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1929!SPC TX C     -   0.99999330  x   0.99988304  =   0.99987634
 BK1929!UTM  15      -   0.99999330  x   0.99971137  =   0.99970467
 BK1929
 BK1929                          SUPERSEDED SURVEY CONTROL
 BK1929
 BK1929  ELLIP H (03/06/98)   42.81   (m)                       GP(       ) 4 2
 BK1929  NGVD 29 (??/??/??)   70.594  (m)          231.61   (f) ADJUSTED    1 2
 BK1929
 BK1929.Superseded values are not recommended for survey control.
 BK1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1929.See file dsdata.txt to determine how the superseded data were derived.
 BK1929
 BK1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0498019932(NAD 83)
 BK1929_MARKER: DB = BENCH MARK DISK
 BK1929_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1929_SP_SET: STAINLESS STEEL ROD
 BK1929_STAMPING: C 1289
 BK1929_MARK LOGO: NGS   
 BK1929_PROJECTION: RECESSED 20 CENTIMETERS
 BK1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1929+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1997
 BK1929_ROD/PIPE-DEPTH: 9.14 meters
 BK1929_SLEEVE-DEPTH  : 1 meters
 BK1929
 BK1929  HISTORY     - Date     Condition        Report By
 BK1929  HISTORY     - 1979     MONUMENTED       NGS
 BK1929  HISTORY     - 19970326 GOOD             NGS
 BK1929  HISTORY     - 20040725 GOOD             USPSQD
 BK1929
 BK1929                          STATION DESCRIPTION
 BK1929
 BK1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1929'0.2 MI SOUTH FROM JASPER.
 BK1929'0.2 MILE SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1929'HIGHWAY 190 IN JASPER, AT THE TEXAS HIGHWAY DEPARTMENT MAINTANENCE
 BK1929'WAREHOUSES ENTRANCE, 110 FT. EAST OF THE CENTERLINE OF HIGHWAY 96
 BK1929'NORTHBOUND, 78.4 FT. NORTH OF THE NORTH FACE OF THE BUILDING,
 BK1929'1.0 FT. WEST OF A CYCLONE FENCE, 11.8 FT. NORTH OF THE CENTER OF
 BK1929'A WIRE GATE, 11.8 FT. NORTH OF THE CENTERLINE OF A PAVED ENTRANCE
 BK1929'ROAD LEADING EAST TO THE BUILDINGS.  DISK IS 5 INCHES BELOW GROUND,
 BK1929'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1929'THE MARK IS 2 FT  S FROM A WITNESS POST.
 BK1929'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 BK1929
 BK1929                          STATION RECOVERY (1997)
 BK1929
 BK1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BK1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 26 MAR 1997 (WCW) .
 BK1929'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH NOTE.  THE TEXAS HIGHWAY
 BK1929'FACILITY IS VACANT AND SUBJECT TO SALE.  THE STATION IS ON PRIVATE
 BK1929'LAND ABOUT 23 M (75.5 FT) EAST OF THE EAST RIGHT OF WAY LINE FOR U.S.
 BK1929'HIGHWAY 96.
 BK1929
 BK1929                          STATION RECOVERY (2004)
 BK1929
 BK1929'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1929'REMOVE REFERENCE TO AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2516 ***********************************************************************
 BY2516  DESIGNATION -  C 1289 A
 BY2516  PID         -  BY2516
 BY2516  STATE/COUNTY-  TX/NACOGDOCHES
 BY2516  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY2516
 BY2516                         *CURRENT SURVEY CONTROL
 BY2516  ___________________________________________________________________
 BY2516* NAD 83(1986)-  31 42 21.     (N)    094 42 57.     (W)     SCALED    
 BY2516* NAVD 88     -       139.981  (meters)     459.25   (feet)  ADJUSTED  
 BY2516  ___________________________________________________________________
 BY2516  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY2516  DYNAMIC HT  -         139.810 (meters)     458.69  (feet)  COMP
 BY2516  MODELED GRAV-     979,411.2   (mgal)                       NAVD 88
 BY2516
 BY2516  VERT ORDER  -  FIRST     CLASS II
 BY2516
 BY2516.The horizontal coordinates were scaled from a topographic map and have
 BY2516.an estimated accuracy of +/- 6 seconds.
 BY2516
 BY2516.The orthometric height was determined by differential leveling
 BY2516.and adjusted by the National Geodetic Survey in June 1991..
 BY2516
 BY2516.The geoid height was determined by GEOID03.
 BY2516
 BY2516.The dynamic height is computed by dividing the NAVD 88
 BY2516.geopotential number by the normal gravity value computed on the
 BY2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2516.degrees latitude (g = 980.6199 gals.).
 BY2516
 BY2516.The modeled gravity was interpolated from observed gravity values.
 BY2516
 BY2516;                    North         East    Units  Estimated Accuracy
 BY2516;SPC TX C     - 3,239,500.    1,232,250.      MT  (+/- 180 meters Scaled)
 BY2516
 BY2516                          SUPERSEDED SURVEY CONTROL
 BY2516
 BY2516.No superseded survey control is available for this station.
 BY2516
 BY2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR374091(NAD 83)
 BY2516_MARKER: DB = BENCH MARK DISK
 BY2516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2516_SP_SET: STAINLESS STEEL ROD
 BY2516_STAMPING: C 1289 A 1979
 BY2516_PROJECTION: FLUSH
 BY2516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2516_ROD/PIPE-DEPTH: 3.05 meters
 BY2516
 BY2516  HISTORY     - Date     Condition        Report By
 BY2516  HISTORY     - 1979     MONUMENTED       NGS
 BY2516  HISTORY     - 19980919 GOOD             USPSQD
 BY2516
 BY2516                          STATION DESCRIPTION
 BY2516
 BY2516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2516'10.45 MI NW FROM NACOGDOCHES.
 BY2516'9.75 MILES NORTHWEST ALONG FARM ROAD 1638 FROM THE JUNCTION OF U.S.
 BY2516'HIGHWAY 59 IN NACOGDOCHES, THENCE 0.7 MILE NORTHWEST ALONG FARM ROAD
 BY2516'698, AT THE JUNCTION OF A FIELD ROAD LEADING EAST, 43.0 FT.
 BY2516'EAST-NORTHEAST OF THE CENTERLINE OF FARM ROAD 698, 38.0 FT.
 BY2516'NORTH-NORTHWEST OF THE EXTENDED CENTERLINE OF A DRIVEWAY, 57.5 FT.
 BY2516'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE FIELD ROAD, 0.8 FT.
 BY2516'WEST-SOUTHWEST OF A FENCE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO
 BY2516'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2516'THE MARK IS 1.7 FT  NW FROM A WITNESS POST.
 BY2516'THE MARK IS 2 FT ABOVE THE ROAD.
 BY2516
 BY2516                          STATION RECOVERY (1998)
 BY2516
 BY2516'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2489 ***********************************************************************
 BY2489  DESIGNATION -  C 1290
 BY2489  PID         -  BY2489
 BY2489  STATE/COUNTY-  TX/CHEROKEE
 BY2489  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY2489
 BY2489                         *CURRENT SURVEY CONTROL
 BY2489  ___________________________________________________________________
 BY2489* NAD 83(1986)-  31 53 53.     (N)    095 09 52.     (W)     SCALED    
 BY2489* NAVD 88     -        99.262  (meters)     325.66   (feet)  ADJUSTED  
 BY2489  ___________________________________________________________________
 BY2489  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BY2489  DYNAMIC HT  -          99.143 (meters)     325.27  (feet)  COMP
 BY2489  MODELED GRAV-     979,434.2   (mgal)                       NAVD 88
 BY2489
 BY2489  VERT ORDER  -  FIRST     CLASS II
 BY2489
 BY2489.The horizontal coordinates were scaled from a topographic map and have
 BY2489.an estimated accuracy of +/- 6 seconds.
 BY2489
 BY2489.The orthometric height was determined by differential leveling
 BY2489.and adjusted by the National Geodetic Survey in June 1991..
 BY2489
 BY2489.The geoid height was determined by GEOID03.
 BY2489
 BY2489.The dynamic height is computed by dividing the NAVD 88
 BY2489.geopotential number by the normal gravity value computed on the
 BY2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2489.degrees latitude (g = 980.6199 gals.).
 BY2489
 BY2489.The modeled gravity was interpolated from observed gravity values.
 BY2489
 BY2489;                    North         East    Units  Estimated Accuracy
 BY2489;SPC TX C     - 3,258,730.    1,188,790.      MT  (+/- 180 meters Scaled)
 BY2489
 BY2489                          SUPERSEDED SURVEY CONTROL
 BY2489
 BY2489.No superseded survey control is available for this station.
 BY2489
 BY2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR953311(NAD 83)
 BY2489_MARKER: DB = BENCH MARK DISK
 BY2489_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2489_SP_SET: STAINLESS STEEL ROD
 BY2489_STAMPING: C 1290 1980
 BY2489_PROJECTION: FLUSH
 BY2489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2489_ROD/PIPE-DEPTH: 6.10 meters
 BY2489
 BY2489  HISTORY     - Date     Condition        Report By
 BY2489  HISTORY     - 1980     MONUMENTED       NGS
 BY2489  HISTORY     - 19910420 GOOD             USPSQD
 BY2489  HISTORY     - 19960420 GOOD             USPSQD
 BY2489  HISTORY     - 20040605 GOOD             USPSQD
 BY2489
 BY2489                          STATION DESCRIPTION
 BY2489
 BY2489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2489'1.15 MI NW FROM GALLATIN.
 BY2489'1.15 MILES NORTHWEST ALONG FARM ROAD 22 FROM THE POST OFFICE IN
 BY2489'GALLATIN, AT A SECONDARY POWERLINE CROSSING, 900 FT. NORTHWEST OF A
 BY2489'BRANCH OF TURNPIKE CREEK, 208 FT. EAST OF THE CENTERLINE OF A DIRT
 BY2489'ROAD LEADING NORTH, 77.0 FT. NORTH AND ACROSS THE ROAD FROM A
 BY2489'POWERLINE POLE WITH TRANSFORMER, 36.0 FT. NORTH OF THE CENTERLINE OF
 BY2489'THE ROAD, 0.5 FT. SOUTH OF A FENCE.  DISK IS 3 INCHES BELOW GROUND,
 BY2489'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2489'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BY2489'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BY2489
 BY2489                          STATION RECOVERY (1991)
 BY2489
 BY2489'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY2489'RECOVERED IN GOOD CONDITION.
 BY2489
 BY2489                          STATION RECOVERY (1996)
 BY2489
 BY2489'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2489'RECOVERED IN GOOD CONDITION.
 BY2489
 BY2489                          STATION RECOVERY (2004)
 BY2489
 BY2489'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY2489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2491 ***********************************************************************
 BY2491  DESIGNATION -  C 1291
 BY2491  PID         -  BY2491
 BY2491  STATE/COUNTY-  TX/CHEROKEE
 BY2491  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY2491
 BY2491                         *CURRENT SURVEY CONTROL
 BY2491  ___________________________________________________________________
 BY2491* NAD 83(1986)-  31 53 21.     (N)    095 07 44.     (W)     SCALED    
 BY2491* NAVD 88     -       111.140  (meters)     364.63   (feet)  ADJUSTED  
 BY2491  ___________________________________________________________________
 BY2491  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY2491  DYNAMIC HT  -         111.006 (meters)     364.19  (feet)  COMP
 BY2491  MODELED GRAV-     979,436.4   (mgal)                       NAVD 88
 BY2491  OBS GRAVITY -     979,440.4   (mgal)                       GRAV_OBS
 BY2491
 BY2491  VERT ORDER  -  FIRST     CLASS II
 BY2491
 BY2491.The horizontal coordinates were scaled from a topographic map and have
 BY2491.an estimated accuracy of +/- 6 seconds.
 BY2491
 BY2491.The orthometric height was determined by differential leveling
 BY2491.and adjusted by the National Geodetic Survey in June 1991..
 BY2491
 BY2491.The geoid height was determined by GEOID03.
 BY2491
 BY2491.The dynamic height is computed by dividing the NAVD 88
 BY2491.geopotential number by the normal gravity value computed on the
 BY2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2491.degrees latitude (g = 980.6199 gals.).
 BY2491
 BY2491.The modeled gravity was interpolated from observed gravity values.
 BY2491.The observed gravity was obtained from relative gravimeter ties
 BY2491.to the IGSN71 gravity network.
 BY2491
 BY2491;                    North         East    Units  Estimated Accuracy
 BY2491;SPC TX C     - 3,257,900.    1,192,200.      MT  (+/- 180 meters Scaled)
 BY2491
 BY2491                          SUPERSEDED SURVEY CONTROL
 BY2491
 BY2491.No superseded survey control is available for this station.
 BY2491
 BY2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR986301(NAD 83)
 BY2491_MARKER: I = METAL ROD
 BY2491_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2491_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2491_STAMPING: C 1291 1980
 BY2491_PROJECTION: FLUSH
 BY2491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2491+STABILITY: POSITION/ELEVATION WELL
 BY2491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2491+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY2491_ROD/PIPE-DEPTH: 9.08 meters
 BY2491_SLEEVE-DEPTH  : 7.32 meters
 BY2491
 BY2491  HISTORY     - Date     Condition        Report By
 BY2491  HISTORY     - 1980     MONUMENTED       NGS
 BY2491  HISTORY     - 19910420 GOOD             USPSQD
 BY2491  HISTORY     - 19960420 GOOD             USPSQD
 BY2491  HISTORY     - 20040605 GOOD             USPSQD
 BY2491  HISTORY     - 20050710 GOOD             USPSQD
 BY2491
 BY2491                          STATION DESCRIPTION
 BY2491
 BY2491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2491'0.9 MI SE FROM GALLATIN.
 BY2491'0.9 MILE SOUTHEAST ALONG FARM ROAD 22 FROM THE POST OFFICE IN
 BY2491'GALLATIN, AT THE ELMORE COTTON RESIDENCE, 111.5 FT. NORTH OF THE
 BY2491'CENTERLINE OF THE ROAD, 54.5 FT. NORTH OF A GAS METER, 50.5 FT. SOUTH
 BY2491'OF THE CENTER OF A 3-FT. CHAIN LINK FENCE GATE, 46.3 FT. SOUTHWEST OF
 BY2491'THE SOUTHWEST CORNER OF THE HOUSE, 3.6 FT. EAST OF THE CHAIN LINK
 BY2491'FENCE.  DATUM POINT IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2491'THROUGH A 5-INCH LOGO CAP.
 BY2491'THE MARK IS 3.6 FT  E FROM A WITNESS POST.
 BY2491'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2491
 BY2491                          STATION RECOVERY (1991)
 BY2491
 BY2491'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY2491'RECOVERED IN GOOD CONDITION.
 BY2491
 BY2491                          STATION RECOVERY (1996)
 BY2491
 BY2491'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2491'RECOVERED IN GOOD CONDITION.
 BY2491
 BY2491                          STATION RECOVERY (2004)
 BY2491
 BY2491'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY2491'RECOVERED IN GOOD CONDITION.
 BY2491
 BY2491                          STATION RECOVERY (2005)
 BY2491
 BY2491'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY2491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2554 ***********************************************************************
 BY2554  DESIGNATION -  C 1294
 BY2554  PID         -  BY2554
 BY2554  STATE/COUNTY-  TX/LEON
 BY2554  USGS QUAD   -  KEECHI (1964)
 BY2554
 BY2554                         *CURRENT SURVEY CONTROL
 BY2554  ___________________________________________________________________
 BY2554* NAD 83(1986)-  31 32 24.     (N)    095 56 49.     (W)     SCALED    
 BY2554* NAVD 88     -       107.683  (meters)     353.29   (feet)  ADJUSTED  
 BY2554  ___________________________________________________________________
 BY2554  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BY2554  DYNAMIC HT  -         107.551 (meters)     352.86  (feet)  COMP
 BY2554  MODELED GRAV-     979,410.5   (mgal)                       NAVD 88
 BY2554
 BY2554  VERT ORDER  -  FIRST     CLASS II
 BY2554
 BY2554.The horizontal coordinates were scaled from a topographic map and have
 BY2554.an estimated accuracy of +/- 6 seconds.
 BY2554
 BY2554.The orthometric height was determined by differential leveling
 BY2554.and adjusted by the National Geodetic Survey in June 1991..
 BY2554
 BY2554.The geoid height was determined by GEOID03.
 BY2554
 BY2554.The dynamic height is computed by dividing the NAVD 88
 BY2554.geopotential number by the normal gravity value computed on the
 BY2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2554.degrees latitude (g = 980.6199 gals.).
 BY2554
 BY2554.The modeled gravity was interpolated from observed gravity values.
 BY2554
 BY2554;                    North         East    Units  Estimated Accuracy
 BY2554;SPC TX C     - 3,215,880.    1,116,400.      MT  (+/- 180 meters Scaled)
 BY2554
 BY2554                          SUPERSEDED SURVEY CONTROL
 BY2554
 BY2554.No superseded survey control is available for this station.
 BY2554
 BY2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ202932(NAD 83)
 BY2554_MARKER: DB = BENCH MARK DISK
 BY2554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2554_SP_SET: STAINLESS STEEL ROD
 BY2554_STAMPING: C 1294 1980
 BY2554_PROJECTION: FLUSH
 BY2554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2554_ROD/PIPE-DEPTH: 3.8  meters
 BY2554
 BY2554  HISTORY     - Date     Condition        Report By
 BY2554  HISTORY     - 1980     MONUMENTED       NGS
 BY2554
 BY2554                          STATION DESCRIPTION
 BY2554
 BY2554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2554'11.4 KM SW FROM OAKWOOD.
 BY2554'11.4 KM. (7.05 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD
 BY2554'STATE BANK IN OAKWOOD, 0.25 KM. (0.15 MI.) SOUTHWEST OF ALLIGATOR
 BY2554'CREEK, 0.15 KM. (0.1 MI.) NORTHEAST OF A DIRT ROAD LEADING NORTH
 BY2554'ACROSS A STEEL CATTLE GUARD, 22.9 M. (75.0 FT.) SOUTHEAST OF THE
 BY2554'CENTERLINE OF THE HIGHWAY, 36.6 M. (120 FT.) NORTH-NORTHEAST OF A
 BY2554'CEDAR TREE, 0.3 M. (1.0 FT.) NORTHWEST OF A FENCE.  DISK IS 6 CM.
 BY2554'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW
 BY2554'PLUG.
 BY2554'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BY2554'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1154 ***********************************************************************
 BZ1154  DESIGNATION -  C 1295
 BZ1154  PID         -  BZ1154
 BZ1154  STATE/COUNTY-  TX/LIMESTONE
 BZ1154  USGS QUAD   -  TEHUACANA (1978)
 BZ1154
 BZ1154                         *CURRENT SURVEY CONTROL
 BZ1154  ___________________________________________________________________
 BZ1154* NAD 83(1986)-  31 41 45.     (N)    096 30 22.     (W)     SCALED    
 BZ1154* NAVD 88     -       159.590  (meters)     523.59   (feet)  ADJUSTED  
 BZ1154  ___________________________________________________________________
 BZ1154  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ1154  DYNAMIC HT  -         159.399 (meters)     522.96  (feet)  COMP
 BZ1154  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 BZ1154
 BZ1154  VERT ORDER  -  FIRST     CLASS II
 BZ1154
 BZ1154.The horizontal coordinates were scaled from a topographic map and have
 BZ1154.an estimated accuracy of +/- 6 seconds.
 BZ1154
 BZ1154.The orthometric height was determined by differential leveling
 BZ1154.and adjusted by the National Geodetic Survey in June 1991..
 BZ1154
 BZ1154.The geoid height was determined by GEOID03.
 BZ1154
 BZ1154.The dynamic height is computed by dividing the NAVD 88
 BZ1154.geopotential number by the normal gravity value computed on the
 BZ1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1154.degrees latitude (g = 980.6199 gals.).
 BZ1154
 BZ1154.The modeled gravity was interpolated from observed gravity values.
 BZ1154
 BZ1154;                    North         East    Units  Estimated Accuracy
 BZ1154;SPC TX C     - 3,231,190.    1,062,750.      MT  (+/- 180 meters Scaled)
 BZ1154
 BZ1154                          SUPERSEDED SURVEY CONTROL
 BZ1154
 BZ1154.No superseded survey control is available for this station.
 BZ1154
 BZ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA363094(NAD 83)
 BZ1154_MARKER: I = METAL ROD
 BZ1154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1154_SP_SET: STAINLESS STEEL ROD
 BZ1154_STAMPING: C 1295 1980
 BZ1154_PROJECTION: FLUSH
 BZ1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1154_ROD/PIPE-DEPTH: 6.1  meters
 BZ1154
 BZ1154  HISTORY     - Date     Condition        Report By
 BZ1154  HISTORY     - 1980     MONUMENTED       NGS
 BZ1154
 BZ1154                          STATION DESCRIPTION
 BZ1154
 BZ1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1154'1.9 KM NW FROM MEXIA.
 BZ1154'1.9 KM. (1.2 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1154'OF STATE HIGHWAY 14 IN MEXIA, AT THE BENNETT VETERINARY HOSPITAL,
 BZ1154'23.8 M. (78.0 FT.) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAIN
 BZ1154'BUILDING, 26.5 M. (87.0 FT.) NORTH-NORTHEAST NORTHEAST OF THE
 BZ1154'CENTERLINE OF THE HIGHWAY, 11.6 M. (38.0 FT.) WEST-NORTHWEST OF AN
 BZ1154'UNDERGROUND TELEPHONE JUNCTION BOX AND WARNING SIGN, 14.3 M.
 BZ1154'(47.0 FT.) SOUTH-SOUTHWEST OF A TELEPHONE POLE WITH A LIGHT, 3.2 M.
 BZ1154'(10.5 FT.) NORTH-NORTHEAST OF A CHAIN LINK FENCE AND FENCE CORNER,
 BZ1154'0.3 M. (1.0 FT.) EAST-SOUTHEAST OF A BARBWIRE FENCE.  DATUM POINT IS
 BZ1154'6 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1154'THE MARK IS 0.4 METERS  SSE FROM A WITNESS POST.
 BZ1154'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1883 ***********************************************************************
 BL1883  DESIGNATION -  C 1296
 BL1883  PID         -  BL1883
 BL1883  STATE/COUNTY-  TX/TRINITY
 BL1883  USGS QUAD   -  TRINITY WEST (1972)
 BL1883
 BL1883                         *CURRENT SURVEY CONTROL
 BL1883  ___________________________________________________________________
 BL1883* NAD 83(1986)-  30 53 25.     (N)    095 22 35.     (W)     SCALED    
 BL1883* NAVD 88     -        54.164  (meters)     177.70   (feet)  ADJUSTED  
 BL1883  ___________________________________________________________________
 BL1883  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL1883  DYNAMIC HT  -          54.095 (meters)     177.48  (feet)  COMP
 BL1883  MODELED GRAV-     979,358.8   (mgal)                       NAVD 88
 BL1883
 BL1883  VERT ORDER  -  FIRST     CLASS II
 BL1883
 BL1883.The horizontal coordinates were scaled from a topographic map and have
 BL1883.an estimated accuracy of +/- 6 seconds.
 BL1883
 BL1883.The orthometric height was determined by differential leveling
 BL1883.and adjusted by the National Geodetic Survey in June 1991..
 BL1883
 BL1883.The geoid height was determined by GEOID03.
 BL1883
 BL1883.The dynamic height is computed by dividing the NAVD 88
 BL1883.geopotential number by the normal gravity value computed on the
 BL1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1883.degrees latitude (g = 980.6199 gals.).
 BL1883
 BL1883.The modeled gravity was interpolated from observed gravity values.
 BL1883
 BL1883;                    North         East    Units  Estimated Accuracy
 BL1883;SPC TX C     - 3,146,200.    1,173,740.      MT  (+/- 180 meters Scaled)
 BL1883
 BL1883                          SUPERSEDED SURVEY CONTROL
 BL1883
 BL1883.No superseded survey control is available for this station.
 BL1883
 BL1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ728198(NAD 83)
 BL1883_MARKER: DB = BENCH MARK DISK
 BL1883_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1883_SP_SET: STAINLESS STEEL ROD
 BL1883_STAMPING: C 1296 1980
 BL1883_PROJECTION: FLUSH
 BL1883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1883+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 BL1883_ROD/PIPE-DEPTH: 9.1  meters
 BL1883
 BL1883  HISTORY     - Date     Condition        Report By
 BL1883  HISTORY     - 1980     MONUMENTED       NGS
 BL1883  HISTORY     - 20060406 GOOD             USPSQD
 BL1883
 BL1883                          STATION DESCRIPTION
 BL1883
 BL1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BL1883'5.3 KM NORTH FROM RIVERSIDE.
 BL1883'5.3 KM. (3.3 MI.) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BL1883'FARM ROAD 980 IN RIVERSIDE, AT THE NORTHEAST CORNER OF A SMALL REST
 BL1883'AREA, 33.2 M. (109 FT.) EAST OF THE CENTERLINE OF THE HIGHWAY, 11.0 M.
 BL1883'(36.0 FT.) NORTHEAST OF A LONE 80-CM. PINE TREE, 20.4 M. (67.0 FT.)
 BL1883'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE AND ROCK BARBEQUE PIT,
 BL1883'12.5 M. (41.0 FT.) WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC
 BL1883'RAILROAD, 2.4 M. (8.0 FT.) SOUTHWEST OF A POWERLINE POLE.
 BL1883'DISK IS 12 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BL1883'10-CM. PLASTIC SCREW PLUG.
 BL1883'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BL1883'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BL1883
 BL1883                          STATION RECOVERY (2006)
 BL1883
 BL1883'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BL1883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2460 ***********************************************************************
 BY2460  DESIGNATION -  C 1297
 BY2460  PID         -  BY2460
 BY2460  STATE/COUNTY-  TX/ANDERSON
 BY2460  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2460
 BY2460                         *CURRENT SURVEY CONTROL
 BY2460  ___________________________________________________________________
 BY2460* NAD 83(1986)-  31 40 37.     (N)    095 38 21.     (W)     SCALED    
 BY2460* NAVD 88     -       138.373  (meters)     453.98   (feet)  ADJUSTED  
 BY2460  ___________________________________________________________________
 BY2460  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BY2460  DYNAMIC HT  -         138.204 (meters)     453.42  (feet)  COMP
 BY2460  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 BY2460
 BY2460  VERT ORDER  -  FIRST     CLASS II
 BY2460
 BY2460.The horizontal coordinates were scaled from a topographic map and have
 BY2460.an estimated accuracy of +/- 6 seconds.
 BY2460
 BY2460.The orthometric height was determined by differential leveling
 BY2460.and adjusted by the National Geodetic Survey in June 1991..
 BY2460
 BY2460.The geoid height was determined by GEOID03.
 BY2460
 BY2460.The dynamic height is computed by dividing the NAVD 88
 BY2460.geopotential number by the normal gravity value computed on the
 BY2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2460.degrees latitude (g = 980.6199 gals.).
 BY2460
 BY2460.The modeled gravity was interpolated from observed gravity values.
 BY2460
 BY2460;                    North         East    Units  Estimated Accuracy
 BY2460;SPC TX C     - 3,232,250.    1,144,960.      MT  (+/- 180 meters Scaled)
 BY2460
 BY2460                          SUPERSEDED SURVEY CONTROL
 BY2460
 BY2460.No superseded survey control is available for this station.
 BY2460
 BY2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR498076(NAD 83)
 BY2460_MARKER: DB = BENCH MARK DISK
 BY2460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2460_SP_SET: STAINLESS STEEL ROD
 BY2460_STAMPING: C 1297 1980
 BY2460_PROJECTION: RECESSED 3 CENTIMETERS
 BY2460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2460_ROD/PIPE-DEPTH: 6.1  meters
 BY2460
 BY2460  HISTORY     - Date     Condition        Report By
 BY2460  HISTORY     - 1980     MONUMENTED       NGS
 BY2460  HISTORY     - 1990     GOOD             USPSQD
 BY2460
 BY2460                          STATION DESCRIPTION
 BY2460
 BY2460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2460'6.4 KM SOUTH FROM PALESTINE.
 BY2460'6.4 KM. (3.95 MI.) SOUTH ALONG FARM ROAD 322 FROM THE JUNCTION OF
 BY2460'SOUTH LOOP 256 IN PALESTINE, AT THE MITCHELL RESIDENCE, 15.2 M.
 BY2460'(50.0 FT.) WEST OF THE CENTERLINE OF THE FARM ROAD, 3.0 M. (10.0 FT.)
 BY2460'NORTH OF THE CENTERLINE OF A PRIVATE DRIVE LEADING TO THE RESIDENCE,
 BY2460'4.3 M. (14.0 FT.) WEST-SOUTHWEST OF A CORNER FENCE POST, 0.3 M.
 BY2460'(1.0 FT.) SOUTH-SOUTHEAST OF A FOUR BOARD FENCE, 9.9 M. (32.5 FT.)
 BY2460'WEST-NORTHWEST OF THE NORTH END OF A 50-CM. CONCRETE CULVERT UNDER
 BY2460'THE DRIVE, 19.8 M. (65.0 FT.) SOUTHWEST OF THE CENTER OF THE
 BY2460'INTERSECTION OF THE FARM ROAD AND A DIRT ROAD LEADING SOUTHEAST.  DISK
 BY2460'IS 12 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM.
 BY2460'PLASTIC SCREW PLUG.
 BY2460'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BY2460'THE MARK IS 0.6 M BELOW THE ROAD.
 BY2460
 BY2460                          STATION RECOVERY (1990)
 BY2460
 BY2460'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2433 ***********************************************************************
 BY2433  DESIGNATION -  C 1298
 BY2433  PID         -  BY2433
 BY2433  STATE/COUNTY-  TX/HOUSTON
 BY2433  USGS QUAD   -  CROCKETT (1950)
 BY2433
 BY2433                         *CURRENT SURVEY CONTROL
 BY2433  ___________________________________________________________________
 BY2433* NAD 83(1986)-  31 19 05.     (N)    095 27 27.     (W)     SCALED    
 BY2433* NAVD 88     -       113.650  (meters)     372.87   (feet)  ADJUSTED  
 BY2433  ___________________________________________________________________
 BY2433  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY2433  DYNAMIC HT  -         113.508 (meters)     372.40  (feet)  COMP
 BY2433  MODELED GRAV-     979,386.5   (mgal)                       NAVD 88
 BY2433  OBS GRAVITY -     979,386.1   (mgal)                       GRAV_OBS
 BY2433
 BY2433  VERT ORDER  -  FIRST     CLASS II
 BY2433
 BY2433.The horizontal coordinates were scaled from a topographic map and have
 BY2433.an estimated accuracy of +/- 6 seconds.
 BY2433
 BY2433.The orthometric height was determined by differential leveling
 BY2433.and adjusted by the National Geodetic Survey in June 1991..
 BY2433
 BY2433.The geoid height was determined by GEOID03.
 BY2433
 BY2433.The dynamic height is computed by dividing the NAVD 88
 BY2433.geopotential number by the normal gravity value computed on the
 BY2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2433.degrees latitude (g = 980.6199 gals.).
 BY2433
 BY2433.The modeled gravity was interpolated from observed gravity values.
 BY2433.The observed gravity was obtained from relative gravimeter ties
 BY2433.to the IGSN71 gravity network.
 BY2433
 BY2433;                    North         East    Units  Estimated Accuracy
 BY2433;SPC TX C     - 3,193,240.    1,163,910.      MT  (+/- 180 meters Scaled)
 BY2433
 BY2433                          SUPERSEDED SURVEY CONTROL
 BY2433
 BY2433.No superseded survey control is available for this station.
 BY2433
 BY2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ661674(NAD 83)
 BY2433_MARKER: DB = BENCH MARK DISK
 BY2433_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BY2433_SP_SET: FOUNDATION
 BY2433_STAMPING: C 1298 1980
 BY2433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2433+STABILITY: POSITION/ELEVATION WELL
 BY2433
 BY2433  HISTORY     - Date     Condition        Report By
 BY2433  HISTORY     - 1980     MONUMENTED       NGS
 BY2433  HISTORY     - 20040318 GOOD             INDIV
 BY2433
 BY2433                          STATION DESCRIPTION
 BY2433
 BY2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2433'IN CROCKETT.
 BY2433'IN CROCKETT, AT THE HOUSTON COUNTY COURTHOUSE,
 BY2433'IN TOP OF THE SOUTHWEST CORNER OF THE GRANITE STAIRS
 BY2433'PLATFORM AND BUILDING FOUNDATION AT THE SOUTH ENTRANCE OF THE
 BY2433'COURTHOUSE, 1.5 M. (5.0 FT.) SOUTHWEST OF THE CENTER OF THE
 BY2433'ENTRANCE DOORS, 0.7 M. (2.2 FT.) NORTHEAST OF THE NORTHEAST CORNER OF
 BY2433'THE GRANITE STAIR BANISTER, 2.6 M. (8.6 FT.) NORTH OF THE SOUTH EDGE
 BY2433'OF A SIDEWALK, 10.3 M. (33.9 FT.) WEST OF THE SOUTHEAST CORNER OF THE
 BY2433'COURTHOUSE, 8.0 M. (26.1 FT.) EAST OF THE SOUTHWEST CORNER OF THE
 BY2433'COURTHOUSE.
 BY2433'THE MARK IS 0.8 M ABOVE THE SIDEWALK.
 BY2433
 BY2433                          STATION RECOVERY (2004)
 BY2433
 BY2433'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DMW)
 BY2433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0606 ***********************************************************************
 CR0606  DESIGNATION -  C 13
 CR0606  PID         -  CR0606
 CR0606  STATE/COUNTY-  TX/ANDERSON
 CR0606  USGS QUAD   -  CROSS ROADS (1984)
 CR0606
 CR0606                         *CURRENT SURVEY CONTROL
 CR0606  ___________________________________________________________________
 CR0606* NAD 83(1986)-  32 00 01.     (N)    095 58 09.     (W)     SCALED    
 CR0606* NAVD 88     -       105.856  (meters)     347.30   (feet)  ADJUSTED  
 CR0606  ___________________________________________________________________
 CR0606  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0606  DYNAMIC HT  -         105.731 (meters)     346.89  (feet)  COMP
 CR0606  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 CR0606
 CR0606  VERT ORDER  -  SECOND    CLASS 0
 CR0606
 CR0606.The horizontal coordinates were scaled from a topographic map and have
 CR0606.an estimated accuracy of +/- 6 seconds.
 CR0606
 CR0606.The orthometric height was determined by differential leveling
 CR0606.and adjusted by the National Geodetic Survey in June 1991..
 CR0606
 CR0606.The geoid height was determined by GEOID03.
 CR0606
 CR0606.The dynamic height is computed by dividing the NAVD 88
 CR0606.geopotential number by the normal gravity value computed on the
 CR0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0606.degrees latitude (g = 980.6199 gals.).
 CR0606
 CR0606.The modeled gravity was interpolated from observed gravity values.
 CR0606
 CR0606;                    North         East    Units  Estimated Accuracy
 CR0606;SPC TX C     - 3,266,800.    1,112,290.      MT  (+/- 180 meters Scaled)
 CR0606
 CR0606                          SUPERSEDED SURVEY CONTROL
 CR0606
 CR0606  NGVD 29 (??/??/92)  105.856  (m)          347.30   (f) ADJ UNCH    2 0
 CR0606
 CR0606.Superseded values are not recommended for survey control.
 CR0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0606.See file dsdata.txt to determine how the superseded data were derived.
 CR0606
 CR0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR194443(NAD 83)
 CR0606_MARKER: DD = SURVEY DISK
 CR0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0606_STAMPING: C 13 1946 347 FT
 CR0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0606+STABILITY: SURFACE MOTION
 CR0606
 CR0606  HISTORY     - Date     Condition        Report By
 CR0606  HISTORY     - 1946     MONUMENTED       USGS
 CR0606  HISTORY     - 1947     GOOD             NGS
 CR0606
 CR0606                          STATION DESCRIPTION
 CR0606
 CR0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0606'3.2 MI N FROM CAYUGA.
 CR0606'3.2 MILES NORTH ALONG A NARROW OILED ROAD FROM THE POST OFFICE AT
 CR0606'CAYUGA, 1.8 MILES NORTH OF CAYUGA SCHOOL, AT A ROAD JUNCTION, 40 FEET
 CR0606'WEST OF THE CENTER LINE OF THE MAIN ROAD, 28 FEET NORTH OF THE CENTER
 CR0606'LINE OF A SIDE ROAD, 5 FEET NORTHWEST OF A FENCE CORNER, 2 FEET SOUTH
 CR0606'OF A 4X4 MARKER POST.  A BRONZE GEOLOGICAL SURVEY DISK SET IN THE TOP
 CR0606'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0563 ***********************************************************************
 CT0563  DESIGNATION -  C 13
 CT0563  PID         -  CT0563
 CT0563  STATE/COUNTY-  TX/TAYLOR
 CT0563  USGS QUAD   -  ABILENE WEST (1987)
 CT0563
 CT0563                         *CURRENT SURVEY CONTROL
 CT0563  ___________________________________________________________________
 CT0563* NAD 83(1986)-  32 27 26.     (N)    099 52 00.     (W)     SCALED    
 CT0563* NAVD 88     -       548.623  (meters)    1799.94   (feet)  ADJUSTED  
 CT0563  ___________________________________________________________________
 CT0563  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CT0563  DYNAMIC HT  -         547.911 (meters)    1797.60  (feet)  COMP
 CT0563  MODELED GRAV-     979,324.0   (mgal)                       NAVD 88
 CT0563
 CT0563  VERT ORDER  -  FIRST     CLASS II
 CT0563
 CT0563.The horizontal coordinates were scaled from a topographic map and have
 CT0563.an estimated accuracy of +/- 6 seconds.
 CT0563
 CT0563.The orthometric height was determined by differential leveling
 CT0563.and adjusted by the National Geodetic Survey in June 1991..
 CT0563.WARNING-Repeat measurements at this control monument indicate possible
 CT0563.vertical movement.
 CT0563
 CT0563.The geoid height was determined by GEOID03.
 CT0563
 CT0563.The dynamic height is computed by dividing the NAVD 88
 CT0563.geopotential number by the normal gravity value computed on the
 CT0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0563.degrees latitude (g = 980.6199 gals.).
 CT0563
 CT0563.The modeled gravity was interpolated from observed gravity values.
 CT0563
 CT0563;                    North         East    Units  Estimated Accuracy
 CT0563;SPC TXNC     - 2,088,500.      471,520.      MT  (+/- 180 meters Scaled)
 CT0563
 CT0563                          SUPERSEDED SURVEY CONTROL
 CT0563
 CT0563  NGVD 29 (??/??/92)  548.450  (m)         1799.37   (f) ADJ UNCH    1 2
 CT0563
 CT0563.Superseded values are not recommended for survey control.
 CT0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0563.See file dsdata.txt to determine how the superseded data were derived.
 CT0563
 CT0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA185914(NAD 83)
 CT0563_MARKER: Z = SEE DESCRIPTION
 CT0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0563_SP_SET: STONE
 CT0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0563+STABILITY: SURFACE MOTION
 CT0563
 CT0563  HISTORY     - Date     Condition        Report By
 CT0563  HISTORY     - UNK      MONUMENTED       CGS
 CT0563  HISTORY     - 1956     GOOD             NGS
 CT0563  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT0563
 CT0563                          STATION DESCRIPTION
 CT0563
 CT0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0563'0.2 MI E FROM TYE.
 CT0563'0.2 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0563'OFFICE AT TYE, 36.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CT0563'SECTION FOREMANS HOUSE, 23 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 CT0563'TRACK, 8.3 FEET SOUTHWEST OF A BOARD FENCE CORNER, 8 FEET SOUTH OF A
 CT0563'WITNESS POST, IN THE TOP OF A STONE POST WHICH PROJECTS 0.5 FOOT ABOVE
 CT0563'THE GROUND.
 CT0563
 CT0563                          STATION RECOVERY (1982)
 CT0563
 CT0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0563'THE SECTION FOREMANS HOUSE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1152 ***********************************************************************
 AE1152  DESIGNATION -  C 13 27
 AE1152  PID         -  AE1152
 AE1152  STATE/COUNTY-  TX/ZAPATA
 AE1152  USGS QUAD   -  LOPENO (1965)
 AE1152
 AE1152                         *CURRENT SURVEY CONTROL
 AE1152  ___________________________________________________________________
 AE1152* NAD 83(1986)-  26 43 30.     (N)    099 00 59.     (W)     SCALED    
 AE1152* NAVD 88     -       130.946  (meters)     429.61   (feet)  ADJUSTED  
 AE1152  ___________________________________________________________________
 AE1152  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AE1152  DYNAMIC HT  -         130.733 (meters)     428.91  (feet)  COMP
 AE1152  MODELED GRAV-     979,019.0   (mgal)                       NAVD 88
 AE1152
 AE1152  VERT ORDER  -  SECOND    CLASS 0
 AE1152
 AE1152.The horizontal coordinates were scaled from a topographic map and have
 AE1152.an estimated accuracy of +/- 6 seconds.
 AE1152
 AE1152.The orthometric height was determined by differential leveling
 AE1152.and adjusted by the National Geodetic Survey in June 1991..
 AE1152
 AE1152.The geoid height was determined by GEOID03.
 AE1152
 AE1152.The dynamic height is computed by dividing the NAVD 88
 AE1152.geopotential number by the normal gravity value computed on the
 AE1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1152.degrees latitude (g = 980.6199 gals.).
 AE1152
 AE1152.The modeled gravity was interpolated from observed gravity values.
 AE1152
 AE1152;                    North         East    Units  Estimated Accuracy
 AE1152;SPC TX S     - 5,117,360.      248,630.      MT  (+/- 180 meters Scaled)
 AE1152
 AE1152                          SUPERSEDED SURVEY CONTROL
 AE1152
 AE1152  NGVD 29 (??/??/92)  131.006  (m)          429.81   (f) ADJ UNCH    2 0
 AE1152
 AE1152.Superseded values are not recommended for survey control.
 AE1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1152.See file dsdata.txt to determine how the superseded data were derived.
 AE1152
 AE1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ983559(NAD 83)
 AE1152_MARKER: DB = BENCH MARK DISK
 AE1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1152_STAMPING: C-13-27 431.99
 AE1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1152+STABILITY: SURFACE MOTION
 AE1152
 AE1152  HISTORY     - Date     Condition        Report By
 AE1152  HISTORY     - UNK      MONUMENTED       DOD
 AE1152  HISTORY     - 1965     GOOD             USGS
 AE1152
 AE1152                          STATION DESCRIPTION
 AE1152
 AE1152'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE1152'14.4 MI NE FROM LOPENO.
 AE1152'4.4 MI. SOUTH ALONG U.S. HWY 83 FROM THE POST OFFICE AT LOPENO. THENCE
 AE1152'6.4 MI. NE ALONG A GRADED GRAVEL RD (COUNTY RD).  THENCE 1.7 MI. N
 AE1152'ALONG A WINDING RD.  AT THE PEDERNAL RANCH, 1 FT SW OF A CORNER FENCE
 AE1152'POST, 65 FT SE OF THE SE CORNER OF THE RANCH HOUSE.  A STANDARD U.S.
 AE1152'ARMY, CORPS OF ENGINEERS DISK STAMPED C-13-27 431.99 FALCON
 AE1152'QUADRANGLE, SET IN THE TOP OF A CONCRETE POST WITH THE TOP 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2276 ***********************************************************************
 CS2276  DESIGNATION -  C 130
 CS2276  PID         -  CS2276
 CS2276  STATE/COUNTY-  TX/PARKER
 CS2276  USGS QUAD   -  ANNETA (1979)
 CS2276
 CS2276                         *CURRENT SURVEY CONTROL
 CS2276  ___________________________________________________________________
 CS2276* NAD 83(1986)-  32 42 20.     (N)    097 39 28.     (W)     SCALED    
 CS2276* NAVD 88     -       251.344  (meters)     824.62   (feet)  ADJUSTED  
 CS2276  ___________________________________________________________________
 CS2276  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CS2276  DYNAMIC HT  -         251.041 (meters)     823.62  (feet)  COMP
 CS2276  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 CS2276
 CS2276  VERT ORDER  -  FIRST     CLASS II
 CS2276
 CS2276.The horizontal coordinates were scaled from a topographic map and have
 CS2276.an estimated accuracy of +/- 6 seconds.
 CS2276
 CS2276.The orthometric height was determined by differential leveling
 CS2276.and adjusted by the National Geodetic Survey in June 1991..
 CS2276
 CS2276.The geoid height was determined by GEOID03.
 CS2276
 CS2276.The dynamic height is computed by dividing the NAVD 88
 CS2276.geopotential number by the normal gravity value computed on the
 CS2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2276.degrees latitude (g = 980.6199 gals.).
 CS2276
 CS2276.The modeled gravity was interpolated from observed gravity values.
 CS2276
 CS2276;                    North         East    Units  Estimated Accuracy
 CS2276;SPC TXNC     - 2,115,520.      678,960.      MT  (+/- 180 meters Scaled)
 CS2276
 CS2276                          SUPERSEDED SURVEY CONTROL
 CS2276
 CS2276  NGVD 29 (??/??/92)  251.284  (m)          824.42   (f) ADJ UNCH    1 2
 CS2276
 CS2276.Superseded values are not recommended for survey control.
 CS2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2276.See file dsdata.txt to determine how the superseded data were derived.
 CS2276
 CS2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB258194(NAD 83)
 CS2276_MARKER: DB = BENCH MARK DISK
 CS2276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2276_SP_SET: CULVERT
 CS2276_STAMPING: C 130 1951
 CS2276_MARK LOGO: CGS   
 CS2276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2276
 CS2276  HISTORY     - Date     Condition        Report By
 CS2276  HISTORY     - 1951     MONUMENTED       CGS
 CS2276  HISTORY     - 1983     GOOD             NGS
 CS2276  HISTORY     - 19970524 GOOD             USPSQD
 CS2276
 CS2276                          STATION DESCRIPTION
 CS2276
 CS2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS2276'1.4 MI E FROM ANNETA.
 CS2276'1.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE ROAD
 CS2276'CROSSING AT ANNETA, 0.2 MILE NORTHWEST OF A FARMHOUSE, 10 FEET SOUTH
 CS2276'OF THE SOUTH RAIL, 0.45 MILE WEST OF MILEPOST 267, SET IN THE TOP OF
 CS2276'THE CENTER OF THE SOUTH HEADWALL OF AN 8X8 FOOT CONCRETE CULVERT.
 CS2276
 CS2276                          STATION RECOVERY (1983)
 CS2276
 CS2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2276'RECOVERED IN GOOD CONDITION.
 CS2276
 CS2276                          STATION RECOVERY (1997)
 CS2276
 CS2276'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1181 ***********************************************************************
 BZ1181  DESIGNATION -  C 1300
 BZ1181  PID         -  BZ1181
 BZ1181  STATE/COUNTY-  TX/HILL
 BZ1181  USGS QUAD   -  ABBOTT (1979)
 BZ1181
 BZ1181                         *CURRENT SURVEY CONTROL
 BZ1181  ___________________________________________________________________
 BZ1181* NAD 83(1986)-  31 58 18.     (N)    097 00 18.     (W)     SCALED    
 BZ1181* NAVD 88     -       201.268  (meters)     660.33   (feet)  ADJUSTED  
 BZ1181  ___________________________________________________________________
 BZ1181  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BZ1181  DYNAMIC HT  -         201.022 (meters)     659.52  (feet)  COMP
 BZ1181  MODELED GRAV-     979,411.2   (mgal)                       NAVD 88
 BZ1181  OBS GRAVITY -     979,408.2   (mgal)                       GRAV_OBS
 BZ1181
 BZ1181  VERT ORDER  -  FIRST     CLASS II
 BZ1181
 BZ1181.The horizontal coordinates were scaled from a topographic map and have
 BZ1181.an estimated accuracy of +/- 6 seconds.
 BZ1181
 BZ1181.The orthometric height was determined by differential leveling
 BZ1181.and adjusted by the National Geodetic Survey in June 1991..
 BZ1181
 BZ1181.The geoid height was determined by GEOID03.
 BZ1181
 BZ1181.The dynamic height is computed by dividing the NAVD 88
 BZ1181.geopotential number by the normal gravity value computed on the
 BZ1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1181.degrees latitude (g = 980.6199 gals.).
 BZ1181
 BZ1181.The modeled gravity was interpolated from observed gravity values.
 BZ1181.The observed gravity was obtained from relative gravimeter ties
 BZ1181.to the IGSN71 gravity network.
 BZ1181
 BZ1181;                    North         East    Units  Estimated Accuracy
 BZ1181;SPC TXNC     - 2,034,830.      741,310.      MT  (+/- 180 meters Scaled)
 BZ1181
 BZ1181                          SUPERSEDED SURVEY CONTROL
 BZ1181
 BZ1181.No superseded survey control is available for this station.
 BZ1181
 BZ1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA885390(NAD 83)
 BZ1181_MARKER: I = METAL ROD
 BZ1181_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1181_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1181_STAMPING: C 1300 1980
 BZ1181_PROJECTION: FLUSH
 BZ1181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1181+STABILITY: POSITION/ELEVATION WELL
 BZ1181_ROD/PIPE-DEPTH: 9.1  meters
 BZ1181_SLEEVE-DEPTH  : 8.5 meters
 BZ1181
 BZ1181  HISTORY     - Date     Condition        Report By
 BZ1181  HISTORY     - 1980     MONUMENTED       NGS
 BZ1181  HISTORY     - 19950715 POOR             USPSQD
 BZ1181  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1181
 BZ1181                          STATION DESCRIPTION
 BZ1181
 BZ1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1181'IN BYNUM.
 BZ1181'IN BYNUM, AT THE SOUTHEAST CORNER OF THE POST OFFICE, 35.2 M.
 BZ1181'(115.4 FT.) SOUTH OF THE SOUTHEASTERNMOST ONE OF TWO POWERLINE POLES
 BZ1181'WITH THREE TRANSFORMERS AT A POWERLINE JUNCTION. 10.4 M. (34.2 FT.)
 BZ1181'SOUTHWEST OF THE CENTERLINE OF WHITE AVENUE, 2.4 M. (8.0 FT.)
 BZ1181'SOUTHWEST OF A FLAGPOLE, 11.4 M. (37.5 FT.) NORTH OF A 45-CM.
 BZ1181'HACKBERRY TREE, 14.9 M. (49.0 FT.) NORTHEAST OF THE SOUTHWEST CORNER
 BZ1181'OF THE POST OFFICE, 1.0 M. (3.2 FT.) SOUTH OF THE SOUTHEAST CORNER OF
 BZ1181'THE POST OFFICE.  DATUM POINT IS 5 CM. BELOW GROUND, ACCESS TO WHICH
 BZ1181'IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1181'THE MARK IS ABOVE LEVEL WITH THE STREET.
 BZ1181
 BZ1181                          STATION RECOVERY (1995)
 BZ1181
 BZ1181'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1181'MARK RECOVERED IN POOR CONDITION.
 BZ1181
 BZ1181                          STATION RECOVERY (2003)
 BZ1181
 BZ1181'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ1181'BEHIND ELECTRIC FENCE WITH LARGE DOG.  HOMEOWNERS NOT HOME.
 BZ1181' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1053 ***********************************************************************
 BZ1053  DESIGNATION -  C 1301
 BZ1053  PID         -  BZ1053
 BZ1053  STATE/COUNTY-  TX/HILL
 BZ1053  USGS QUAD   -  ABBOTT (1979)
 BZ1053
 BZ1053                         *CURRENT SURVEY CONTROL
 BZ1053  ___________________________________________________________________
 BZ1053* NAD 83(1986)-  31 58 12.     (N)    097 07 18.     (W)     SCALED    
 BZ1053* NAVD 88     -       183.795  (meters)     603.00   (feet)  ADJUSTED  
 BZ1053  ___________________________________________________________________
 BZ1053  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ1053  DYNAMIC HT  -         183.569 (meters)     602.26  (feet)  COMP
 BZ1053  MODELED GRAV-     979,401.8   (mgal)                       NAVD 88
 BZ1053  OBS GRAVITY -     979,404.6   (mgal)                       GRAV_OBS
 BZ1053
 BZ1053  VERT ORDER  -  FIRST     CLASS II
 BZ1053
 BZ1053.The horizontal coordinates were scaled from a topographic map and have
 BZ1053.an estimated accuracy of +/- 6 seconds.
 BZ1053
 BZ1053.The orthometric height was determined by differential leveling
 BZ1053.and adjusted by the National Geodetic Survey in June 1991..
 BZ1053
 BZ1053.The geoid height was determined by GEOID03.
 BZ1053
 BZ1053.The dynamic height is computed by dividing the NAVD 88
 BZ1053.geopotential number by the normal gravity value computed on the
 BZ1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1053.degrees latitude (g = 980.6199 gals.).
 BZ1053
 BZ1053.The modeled gravity was interpolated from observed gravity values.
 BZ1053.The observed gravity was obtained from relative gravimeter ties
 BZ1053.to the IGSN71 gravity network.
 BZ1053
 BZ1053;                    North         East    Units  Estimated Accuracy
 BZ1053;SPC TXNC     - 2,034,490.      730,290.      MT  (+/- 180 meters Scaled)
 BZ1053
 BZ1053                          SUPERSEDED SURVEY CONTROL
 BZ1053
 BZ1053.No superseded survey control is available for this station.
 BZ1053
 BZ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA774386(NAD 83)
 BZ1053_MARKER: I = METAL ROD
 BZ1053_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1053_SP_SET: STAINLESS STEEL ROD
 BZ1053_STAMPING: C 1301 1980
 BZ1053_PROJECTION: RECESSED 4 CENTIMETERS
 BZ1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1053_ROD/PIPE-DEPTH: 9.1  meters
 BZ1053
 BZ1053  HISTORY     - Date     Condition        Report By
 BZ1053  HISTORY     - 1980     MONUMENTED       NGS
 BZ1053  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 BZ1053  HISTORY     - 19950715 GOOD             USPSQD
 BZ1053
 BZ1053                          STATION DESCRIPTION
 BZ1053
 BZ1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1053'5.1 KM SOUTH FROM HILLSBORO.
 BZ1053'2.2 KM. (1.4 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ1053'COURTHOUSE IN HILLSBORO TO THE JUNCTION OF A FRONTAGE ROAD WHICH
 BZ1053'PARALLELS INTERSTATE 35 ON THE WEST SIDE, THENCE 2.8 KM. (1.75 MI.)
 BZ1053'SOUTH ALONG THE FRONTAGE ROAD, AT A PRIVATE DRIVE LEADING WEST,
 BZ1053'10.1 M. (33.3 FT.) WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 BZ1053'0.3 M. (1.0 FT.) SOUTHEAST OF A CORNER FENCE POST, 20.2 M. (66.4 FT.)
 BZ1053'SOUTHEAST OF THE CENTER OF A METAL GATE AND A DRIVEWAY, 1.9 M.
 BZ1053'(6.3 FT.) NORTHEAST OF A SAWED-OFF 1-M. TALL POWERLINE POLE.  DATUM
 BZ1053'POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM.
 BZ1053'LOGO CAP.
 BZ1053'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BZ1053'THE MARK IS 0.6 M ABOVE THE ROAD.
 BZ1053
 BZ1053                          STATION RECOVERY (1995)
 BZ1053
 BZ1053'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1053'MARK NOT FOUND.
 BZ1053
 BZ1053                          STATION RECOVERY (1995)
 BZ1053
 BZ1053'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1454 ***********************************************************************
 BZ1454  DESIGNATION -  C 1301 RESET
 BZ1454  PID         -  BZ1454
 BZ1454  STATE/COUNTY-  TX/HILL
 BZ1454  USGS QUAD   -  ABBOTT (1979)
 BZ1454
 BZ1454                         *CURRENT SURVEY CONTROL
 BZ1454  ___________________________________________________________________
 BZ1454* NAD 83(1986)-  31 58 12.     (N)    097 07 18.     (W)     SCALED    
 BZ1454* NAVD 88     -       184.02   (meters)     603.7    (feet)  RESET     
 BZ1454  ___________________________________________________________________
 BZ1454  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ1454
 BZ1454  VERT ORDER  -  THIRD
 BZ1454
 BZ1454.The horizontal coordinates were scaled from a topographic map and have
 BZ1454.an estimated accuracy of +/- 6 seconds.
 BZ1454
 BZ1454.The orthometric height was computed from unverified reset data.
 BZ1454.No vertical observational check was made to the station.
 BZ1454
 BZ1454.The geoid height was determined by GEOID03.
 BZ1454
 BZ1454;                    North         East    Units  Estimated Accuracy
 BZ1454;SPC TXNC     - 2,034,490.      730,290.      MT  (+/- 180 meters Scaled)
 BZ1454
 BZ1454                          SUPERSEDED SURVEY CONTROL
 BZ1454
 BZ1454.No superseded survey control is available for this station.
 BZ1454
 BZ1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA774386(NAD 83)
 BZ1454_MARKER: DB = BENCH MARK DISK
 BZ1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1454_SP_SET: CONCRETE POST
 BZ1454_STAMPING: C 1301 RESET 1982
 BZ1454_MARK LOGO: NGS   
 BZ1454_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1454+STABILITY: SURFACE MOTION
 BZ1454
 BZ1454  HISTORY     - Date     Condition        Report By
 BZ1454  HISTORY     - 1982     MONUMENTED       NGS
 BZ1454
 BZ1454                          STATION DESCRIPTION
 BZ1454
 BZ1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BZ1454'1.2 MI (1.9 KM) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ1454'COURTHOUSE IN THE HILLSBORO, 1.75 MI (2.82 KM) SOUTH ALONG THE
 BZ1454'FRONTIAGE ROAD TO MARK ON THE LEFT, 48.0 FT (14.6 M) WEST OF THE
 BZ1454'CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAYS 77 AND 81 AND 33.0 FT
 BZ1454'(10.1 M) EAST OF THE CENTER OF THE FRONTIAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1082 ***********************************************************************
 BZ1082  DESIGNATION -  C 1302
 BZ1082  PID         -  BZ1082
 BZ1082  STATE/COUNTY-  TX/MCLENNAN
 BZ1082  USGS QUAD   -  WACO EAST (1975)
 BZ1082
 BZ1082                         *CURRENT SURVEY CONTROL
 BZ1082  ___________________________________________________________________
 BZ1082* NAD 83(1986)-  31 36 39.     (N)    097 06 14.     (W)     SCALED    
 BZ1082* NAVD 88     -       136.764  (meters)     448.70   (feet)  ADJUSTED  
 BZ1082  ___________________________________________________________________
 BZ1082  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BZ1082  DYNAMIC HT  -         136.594 (meters)     448.14  (feet)  COMP
 BZ1082  MODELED GRAV-     979,391.5   (mgal)                       NAVD 88
 BZ1082
 BZ1082  VERT ORDER  -  FIRST     CLASS II
 BZ1082
 BZ1082.The horizontal coordinates were scaled from a topographic map and have
 BZ1082.an estimated accuracy of +/- 6 seconds.
 BZ1082
 BZ1082.The orthometric height was determined by differential leveling
 BZ1082.and adjusted by the National Geodetic Survey in June 1991..
 BZ1082
 BZ1082.The geoid height was determined by GEOID03.
 BZ1082
 BZ1082.The dynamic height is computed by dividing the NAVD 88
 BZ1082.geopotential number by the normal gravity value computed on the
 BZ1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1082.degrees latitude (g = 980.6199 gals.).
 BZ1082
 BZ1082.The modeled gravity was interpolated from observed gravity values.
 BZ1082
 BZ1082;                    North         East    Units  Estimated Accuracy
 BZ1082;SPC TX C     - 3,219,970.    1,006,380.      MT  (+/- 180 meters Scaled)
 BZ1082
 BZ1082                          SUPERSEDED SURVEY CONTROL
 BZ1082
 BZ1082.No superseded survey control is available for this station.
 BZ1082
 BZ1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV798988(NAD 83)
 BZ1082_MARKER: I = METAL ROD
 BZ1082_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1082_SP_SET: STAINLESS STEEL ROD
 BZ1082_STAMPING: C 1302 1980
 BZ1082_PROJECTION: RECESSED 5 CENTIMETERS
 BZ1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1082+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1082_ROD/PIPE-DEPTH: 9.1  meters
 BZ1082
 BZ1082  HISTORY     - Date     Condition        Report By
 BZ1082  HISTORY     - 1980     MONUMENTED       NGS
 BZ1082  HISTORY     - 19910511 GOOD             USPSQD
 BZ1082  HISTORY     - 19950715 GOOD             USPSQD
 BZ1082  HISTORY     - 20010317 GOOD             USPSQD
 BZ1082  HISTORY     - 20050727 GOOD             USPSQD
 BZ1082
 BZ1082                          STATION DESCRIPTION
 BZ1082
 BZ1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1082'7.3 KM SOUTH FROM ELM MOTT.
 BZ1082'2.5 KM. (1.55 MI.) SOUTH ALONG THE FRONTAGE ROAD WHICH PARALLELS
 BZ1082'INTERSTATE 35 ON THE EAST SIDE FROM THE JUNCTION OF FARM ROAD 308 IN
 BZ1082'ELM MOTT, THENCE 4.8 KM. (3.0 MI.) SOUTH ALONG THE FRONTAGE ROAD ON
 BZ1082'THE WEST SIDE OF I-35, AT A 1.5-M. BY 6.0-M. BILLBOARD, ALSO 1.9 KM.
 BZ1082'(1.2 MI.) NORTH OF THE JUNCTION OF HAGAN AVENUE IN BELLMEAD, 13.9 M.
 BZ1082'(45.7 FT.) WEST-NORTHWEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 BZ1082'1.2 M. (3.8 FT.) SOUTHEAST OF A GUYED POWERLINE POLE WITH A
 BZ1082'TRANSFORMER, 13.1 M. (42.9 FT.) SOUTHEAST OF THE SOUTHEAST LEG OF THE
 BZ1082'BILLBOARD, 39.6 M. (130 FT.) WEST-SOUTHWEST OF THE SOUTHWEST LEG OF AN
 BZ1082'I-35 HIGHWAY SIGN FOR A COMMUNITY COLLEGE.  DATUM POINT IS 10 CM.
 BZ1082'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1082'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BZ1082'THE MARK IS 0.3 M BELOW FRONTAGE ROAD.
 BZ1082
 BZ1082                          STATION RECOVERY (1991)
 BZ1082
 BZ1082'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1082'RECOVERED IN GOOD CONDITION.
 BZ1082
 BZ1082                          STATION RECOVERY (1995)
 BZ1082
 BZ1082'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1082'RECOVERED IN GOOD CONDITION.
 BZ1082
 BZ1082                          STATION RECOVERY (2001)
 BZ1082
 BZ1082'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ1082'RECOVERED IN GOOD CONDITION.
 BZ1082
 BZ1082                          STATION RECOVERY (2005)
 BZ1082
 BZ1082'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1183 ***********************************************************************
 BZ1183  DESIGNATION -  C 1303
 BZ1183  PID         -  BZ1183
 BZ1183  STATE/COUNTY-  TX/BELL
 BZ1183  USGS QUAD   -  TEMPLE (1993)
 BZ1183
 BZ1183                         *CURRENT SURVEY CONTROL
 BZ1183  ___________________________________________________________________
 BZ1183* NAD 83(1986)-  31 04 56.     (N)    097 20 50.     (W)     SCALED    
 BZ1183* NAVD 88     -       213.407  (meters)     700.15   (feet)  ADJUSTED  
 BZ1183  ___________________________________________________________________
 BZ1183  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BZ1183  DYNAMIC HT  -         213.126 (meters)     699.23  (feet)  COMP
 BZ1183  MODELED GRAV-     979,319.7   (mgal)                       NAVD 88
 BZ1183
 BZ1183  VERT ORDER  -  FIRST     CLASS II
 BZ1183
 BZ1183.The horizontal coordinates were scaled from a topographic map and have
 BZ1183.an estimated accuracy of +/- 6 seconds.
 BZ1183
 BZ1183.The orthometric height was determined by differential leveling
 BZ1183.and adjusted by the National Geodetic Survey in June 1991..
 BZ1183
 BZ1183.The geoid height was determined by GEOID03.
 BZ1183
 BZ1183.The dynamic height is computed by dividing the NAVD 88
 BZ1183.geopotential number by the normal gravity value computed on the
 BZ1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1183.degrees latitude (g = 980.6199 gals.).
 BZ1183
 BZ1183.The modeled gravity was interpolated from observed gravity values.
 BZ1183
 BZ1183;                    North         East    Units  Estimated Accuracy
 BZ1183;SPC TX C     - 3,160,750.      984,870.      MT  (+/- 180 meters Scaled)
 BZ1183
 BZ1183                          SUPERSEDED SURVEY CONTROL
 BZ1183
 BZ1183.No superseded survey control is available for this station.
 BZ1183
 BZ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV576398(NAD 83)
 BZ1183_MARKER: I = METAL ROD
 BZ1183_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1183_SP_SET: STAINLESS STEEL ROD
 BZ1183_STAMPING: C 1303 1980
 BZ1183_MARK LOGO: NGS   
 BZ1183_PROJECTION: RECESSED 1 CENTIMETERS
 BZ1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1183_ROD/PIPE-DEPTH: 4.3  meters
 BZ1183
 BZ1183  HISTORY     - Date     Condition        Report By
 BZ1183  HISTORY     - 1980     MONUMENTED       NGS
 BZ1183  HISTORY     - 20010317 GOOD             USPSQD
 BZ1183  HISTORY     - 20031011 GOOD             USPSQD
 BZ1183
 BZ1183                          STATION DESCRIPTION
 BZ1183
 BZ1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1183'1.85 KM (1.15 MI) SOUTH FROM TEMPLE.
 BZ1183'1.85 KM (1.15 MI) SOUTH ALONG STATE HIGHWAY SPUR 290 FROM THE JUNCTION
 BZ1183'OF STATE HIGHWAY 53 IN TEMPLE, AT THE JUNCTION OF WEST AVENUE O,
 BZ1183'6.1 METERS (20.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 BZ1183'NORTHBOUND LANES OF THE HIGHWAY, 9.8 METERS (32.0 FT) SOUTH-SOUTHWEST
 BZ1183'OF THE EXTENDED CENTERLINE OF THE AVENUE, 4.9 METERS (16.0 FT) WEST OF
 BZ1183'A CHAIN LINK FENCE CORNER, 4.3 METERS (14.0 FT) WEST-NORTHWEST OF THE
 BZ1183'CENTER OF A SIDEWALK, 3.4 METERS (11.0 FT) SOUTHEAST OF THE SOUTH END
 BZ1183'OF A HIGHWAY DRAIN, 2.1 METERS (7.0 FT) SOUTH OF A POWERLINE POLE WITH
 BZ1183'A STREET LIGHT, 1.5 METERS (5.0 FT) NORTH-NORTHEAST OF A POWERLINE
 BZ1183'POLE WITH A GUY WIRE.
 BZ1183'THE MARK IS 4 METERS  S FROM A WITNESS POST.
 BZ1183'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ1183
 BZ1183                          STATION RECOVERY (2001)
 BZ1183
 BZ1183'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ1183'RECOVERED IN GOOD CONDITION.
 BZ1183
 BZ1183                          STATION RECOVERY (2003)
 BZ1183
 BZ1183'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1108 ***********************************************************************
 BZ1108  FBN         -  This is a Federal Base Network Control Station.
 BZ1108  DESIGNATION -  C 1304
 BZ1108  PID         -  BZ1108
 BZ1108  STATE/COUNTY-  TX/MCLENNAN
 BZ1108  USGS QUAD   -  BRUCEVILLE (1993)
 BZ1108
 BZ1108                         *CURRENT SURVEY CONTROL
 BZ1108  ___________________________________________________________________
 BZ1108* NAD 83(1993)-  31 18 25.30213(N)    097 14 44.33619(W)     ADJUSTED  
 BZ1108* NAVD 88     -       206.595  (meters)     677.80   (feet)  ADJUSTED  
 BZ1108  ___________________________________________________________________
 BZ1108  X           -    -687,945.673 (meters)                     COMP
 BZ1108  Y           -  -5,410,977.095 (meters)                     COMP
 BZ1108  Z           -   3,295,118.426 (meters)                     COMP
 BZ1108  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 BZ1108  ELLIP HEIGHT-         179.54  (meters)          (05/01/00) GPS OBS
 BZ1108  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BZ1108  DYNAMIC HT  -         206.326 (meters)     676.92  (feet)  COMP
 BZ1108  MODELED GRAV-     979,334.3   (mgal)                       NAVD 88
 BZ1108
 BZ1108  HORZ ORDER  -  B
 BZ1108  VERT ORDER  -  FIRST     CLASS II
 BZ1108  ELLP ORDER  -  THIRD     CLASS I
 BZ1108
 BZ1108.The horizontal coordinates were established by GPS observations
 BZ1108.and adjusted by the National Geodetic Survey in May 1994..
 BZ1108
 BZ1108.The orthometric height was determined by differential leveling
 BZ1108.and adjusted by the National Geodetic Survey in June 1991..
 BZ1108
 BZ1108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ1108
 BZ1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1108
 BZ1108.The ellipsoidal height was determined by GPS observations
 BZ1108.and is referenced to NAD 83.
 BZ1108
 BZ1108.The geoid height was determined by GEOID03.
 BZ1108
 BZ1108.The dynamic height is computed by dividing the NAVD 88
 BZ1108.geopotential number by the normal gravity value computed on the
 BZ1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1108.degrees latitude (g = 980.6199 gals.).
 BZ1108
 BZ1108.The modeled gravity was interpolated from observed gravity values.
 BZ1108
 BZ1108;                    North         East     Units Scale Factor Converg.
 BZ1108;SPC TX C     - 3,185,922.294   993,869.656   MT  0.99989592   +1 35 25.2
 BZ1108;SPC TX C     -10,452,480.06  3,260,720.70   sFT  0.99989592   +1 35 25.2
 BZ1108;UTM  14      - 3,464,957.617   666,954.074   MT  0.99994381   +0 54 42.5
 BZ1108
 BZ1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1108!SPC TX C     -   0.99997181  x   0.99989592  =   0.99986773
 BZ1108!UTM  14      -   0.99997181  x   0.99994381  =   0.99991562
 BZ1108
 BZ1108                          SUPERSEDED SURVEY CONTROL
 BZ1108
 BZ1108  ELLIP H (05/09/94)  179.70   (m)                       GP(       ) 4 2
 BZ1108  NAD 83(1986)-  31 18 25.31106(N)    097 14 44.32594(W) AD(       ) 3
 BZ1108  NAD 27      -  31 18 24.67076(N)    097 14 43.32362(W) AD(       ) 3
 BZ1108  NAVD 88 (05/09/94)  206.60   (m)          677.8    (f) LEVELING    3  
 BZ1108  NGVD 29 (12/08/88)  206.53   (m)          677.6    (f) LEVELING    3  
 BZ1108
 BZ1108.Superseded values are not recommended for survey control.
 BZ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1108.See file dsdata.txt to determine how the superseded data were derived.
 BZ1108
 BZ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV6695464958(NAD 83)
 BZ1108_MARKER: F = FLANGE-ENCASED ROD
 BZ1108_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1108_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1108_STAMPING: C 1304 1980
 BZ1108_MARK LOGO: NGS   
 BZ1108_PROJECTION: FLUSH
 BZ1108_MAGNETIC: I = MARKER IS A STEEL ROD
 BZ1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1108+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1108_ROD/PIPE-DEPTH: 1.2  meters
 BZ1108_SLEEVE-DEPTH  : 1 meters
 BZ1108
 BZ1108  HISTORY     - Date     Condition        Report By
 BZ1108  HISTORY     - 1980     MONUMENTED       NGS
 BZ1108  HISTORY     - 19880322 GOOD             NGS
 BZ1108  HISTORY     - 19910511 GOOD             USPSQD
 BZ1108  HISTORY     - 19930322 GOOD             NGS
 BZ1108  HISTORY     - 19950213 GOOD             NGS
 BZ1108  HISTORY     - 19950715 GOOD             USPSQD
 BZ1108  HISTORY     - 19980213 GOOD             NGS
 BZ1108  HISTORY     - 19980617 GOOD             NGS
 BZ1108  HISTORY     - 20010317 GOOD             USPSQD
 BZ1108  HISTORY     - 20031010 GOOD             USPSQD
 BZ1108  HISTORY     - 20050726 GOOD             USPSQD
 BZ1108
 BZ1108                          STATION DESCRIPTION
 BZ1108
 BZ1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1108'2.0 KM SSW FROM BRUCEVILLE.
 BZ1108'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BZ1108'2.0 KM. (1.25 MI.) SOUTH-SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF
 BZ1108'INTERSTATE 35 FROM THE POST OFFICE IN BRUCEVILLE, ALSO 1.45 KM.
 BZ1108'(0.9 MI.) NORTH ALONG THE FRONTAGE ROAD FROM THE JUNCTION OF FARM ROAD
 BZ1108'107, 10.7 M. (35.2 FT.) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 BZ1108'12.1 M. (39.6 FT.) NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE WARNING
 BZ1108'SIGN.  NOTE-ROD DRIVEN TO REFUSAL AND ANCHORED IN HARD LIMESTONE.
 BZ1108'DATUM POINTS IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BZ1108'13-CM. LOGO CAP.
 BZ1108'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BZ1108
 BZ1108                          STATION RECOVERY (1988)
 BZ1108
 BZ1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BZ1108'RECOVERED IN GOOD CONDITION.
 BZ1108
 BZ1108                          STATION RECOVERY (1991)
 BZ1108
 BZ1108'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1108'RECOVERED IN GOOD CONDITION.
 BZ1108
 BZ1108                          STATION RECOVERY (1993)
 BZ1108
 BZ1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BZ1108'STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTH-SOUTHWEST OF WACO,
 BZ1108'BETWEEN EDDY AND BRUCEVILLE, ALONG THE WEST FRONTAGE ROAD OF
 BZ1108'INTERSTATE HIGHWAY 35, ON THE RIGHT-OF-WAY EDGE, ADJACENT TO A LARGE
 BZ1108'GRASSY UNFENCED FIELD AND 88 M (288.7 FT) NORTH OF WILCOX DRIVE (A
 BZ1108'DIRT ROAD LEADING TO THE EDDY-BRUCEVILLE FIRE DEPARTMENT).
 BZ1108'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 BZ1108'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35,
 BZ1108'STATE HIGHWAY 7 AND FARM TO MARKET ROAD 107 AT EDDY, GO NORTHERLY ON
 BZ1108'THE WEST FRONTAGE ROAD FOR 1.39 KM (0.85 MI) TO WILCOX DRIVE ON THE
 BZ1108'LEFT.  CONTINUE AHEAD FOR 0.09 KM (0.05 MI) TO THE STATION ON THE
 BZ1108'LEFT.
 BZ1108'STATION MARK IS THE TOP CENTER OF A STEEL ROD ENCASED IN A PVC PIPE
 BZ1108'WITH LOGO CAP SURROUNDED BY CONCRETE RECESSED 10 CM BELOW GROUND. IT
 BZ1108'IS 10.8 M (35.4 FT) WEST OF AND SLIGHTLY HIGHER THAN THE ROAD CENTER,
 BZ1108'12.2 M (40.0 FT) NORTH OF WOODEN CABLE WITNESS POST 74, 0.4 M
 BZ1108'(1.3 FT) SOUTH OF A METAL WITNESS POST AND 0.4 M (1.3 FT) NORTH OF A
 BZ1108'FIBERGLASS WITNESS POST.
 BZ1108
 BZ1108                          STATION RECOVERY (1995)
 BZ1108
 BZ1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BZ1108'THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) SOUTH-SOUTHWEST OF WACO,
 BZ1108'BETWEEN EDDY AND BRUCEVILLE, ALONG THE WEST FRONTAGE ROAD OF
 BZ1108'INTERSTATE HIGHWAY 35, ON THE WEST EDGE OF THE RIGHT-OF-WAY.
 BZ1108'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 BZ1108'JUNCTION OF INTERSTATE HIGHWAY 35, STATE HIGHWAY 7 AND FARM ROAD 107
 BZ1108'AT EDDY, GO NORTHERLY ON THE WEST FRONTAGE ROAD FOR 1.47 KM (0.90 MI)
 BZ1108'TO THE STATION ON THE LEFT.  STATION IS A PUNCH HOLE TOP CENTER OF A
 BZ1108'STAINLESS STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 BZ1108'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 87.7 M (287.7
 BZ1108'FT) NORTH OF THE CENTER OF WILCOX DRIVE (LEADING TO EDDY-BRUCEVILLE
 BZ1108'FIRE DEPARTMENT) , 12.0 M (39.4 FT) NORTH OF A WOODEN UNDERGROUND
 BZ1108'CABLE MARKER POST, 10.8 M (35.4 FT) WEST OF, AND ABOUT 0.3 M (1.0 FT)
 BZ1108'HIGHER THAN THE CENTER OF THE FRONTAGE ROAD, 0.4 M (1.3 FT) SOUTH OF A
 BZ1108'WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  DESCRIBED
 BZ1108'BY D.G.  AUG
 BZ1108
 BZ1108                          STATION RECOVERY (1995)
 BZ1108
 BZ1108'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1108'RECOVERED IN GOOD CONDITION.
 BZ1108
 BZ1108                          STATION RECOVERY (1998)
 BZ1108
 BZ1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BZ1108'RECOVERED AS DESCRIBED WITH THIS NOTE.  BY R.G. HAYES  NOTE--THE
 BZ1108'PREVIOUS DESCRIPTIONS STATE (59) = STAINLESS STEEL ROD IN SLEEVE, THIS
 BZ1108'IS INCORRECT.  THE DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A
 BZ1108'STAINLESS STEEL ROD CAP CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 BZ1108'WITHOUT SLEEVE, RECESSED ABOUT 15-CM BELOW THE GROUND SURFACE AND
 BZ1108'DRIVEN TO A DEPTH OF 1.2 M, (3.9 FT) ENCASED IN A 5-INCH PVC PIPE WITH
 BZ1108'NGS LOGO CAP SURROUNDED BY CONCRETE, RECESSED ABOUT 5-CM BELOW THE
 BZ1108'GROUND SURFACE.
 BZ1108
 BZ1108                          STATION RECOVERY (1998)
 BZ1108
 BZ1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (LJL)
 BZ1108'RECOVERED AS DESCRIBED.
 BZ1108
 BZ1108                          STATION RECOVERY (2001)
 BZ1108
 BZ1108'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ1108'RECOVERED IN GOOD CONDITION.
 BZ1108
 BZ1108                          STATION RECOVERY (2003)
 BZ1108
 BZ1108'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ1108'RECOVERED IN GOOD CONDITION.
 BZ1108
 BZ1108                          STATION RECOVERY (2005)
 BZ1108
 BZ1108'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0765 ***********************************************************************
 BM0765  DESIGNATION -  C 1305
 BM0765  PID         -  BM0765
 BM0765  STATE/COUNTY-  TX/BELL
 BM0765  USGS QUAD   -  LITTLE RIVER (1978)
 BM0765
 BM0765                         *CURRENT SURVEY CONTROL
 BM0765  ___________________________________________________________________
 BM0765* NAD 83(1986)-  30 59 03.     (N)    097 20 31.     (W)     SCALED    
 BM0765* NAVD 88     -       149.119  (meters)     489.23   (feet)  ADJUSTED  
 BM0765  ___________________________________________________________________
 BM0765  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BM0765  DYNAMIC HT  -         148.922 (meters)     488.59  (feet)  COMP
 BM0765  MODELED GRAV-     979,321.5   (mgal)                       NAVD 88
 BM0765
 BM0765  VERT ORDER  -  FIRST     CLASS II
 BM0765
 BM0765.The horizontal coordinates were scaled from a topographic map and have
 BM0765.an estimated accuracy of +/- 6 seconds.
 BM0765
 BM0765.The orthometric height was determined by differential leveling
 BM0765.and adjusted by the National Geodetic Survey in June 1991..
 BM0765
 BM0765.The geoid height was determined by GEOID03.
 BM0765
 BM0765.The dynamic height is computed by dividing the NAVD 88
 BM0765.geopotential number by the normal gravity value computed on the
 BM0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0765.degrees latitude (g = 980.6199 gals.).
 BM0765
 BM0765.The modeled gravity was interpolated from observed gravity values.
 BM0765
 BM0765;                    North         East    Units  Estimated Accuracy
 BM0765;SPC TX C     - 3,149,890.      985,670.      MT  (+/- 180 meters Scaled)
 BM0765
 BM0765                          SUPERSEDED SURVEY CONTROL
 BM0765
 BM0765.No superseded survey control is available for this station.
 BM0765
 BM0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV583290(NAD 83)
 BM0765_MARKER: I = METAL ROD
 BM0765_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM0765_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM0765_STAMPING: C 1305 1980
 BM0765_MARK LOGO: NGS   
 BM0765_PROJECTION: RECESSED 2 CENTIMETERS
 BM0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0765+STABILITY: POSITION/ELEVATION WELL
 BM0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0765+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0765_ROD/PIPE-DEPTH: 9.8  meters
 BM0765_SLEEVE-DEPTH  : 8.5 meters
 BM0765
 BM0765  HISTORY     - Date     Condition        Report By
 BM0765  HISTORY     - 1980     MONUMENTED       NGS
 BM0765  HISTORY     - 20010317 GOOD             USPSQD
 BM0765  HISTORY     - 20031011 GOOD             USPSQD
 BM0765  HISTORY     - 20050725 GOOD             USPSQD
 BM0765
 BM0765                          STATION DESCRIPTION
 BM0765
 BM0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0765'IN ACADEMY.
 BM0765'IN ACADEMY, IN THE EAST LAWN OF THE FIRST BAPTIST CHURCH OF ACADEMY,
 BM0765'5.9 METERS (19.5 FT) NORTH OF THE EASTERNMOST SOUTHEAST CORNER OF THE
 BM0765'CHURCH, 5.9 METERS (19.2 FT) SOUTH OF THE EASTERNMOST NORTHEAST CORNER
 BM0765'OF THE CHURCH, 4.7 METERS (15.3 FT) NORTHWEST OF THE WEST EDGE OF A
 BM0765'NORTH-SOUTH SIDEWALK, 1.3 METERS (4.3 FT) SOUTHEAST OF THE EAST FACE
 BM0765'OF THE CHURCH.
 BM0765'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 BM0765
 BM0765                          STATION RECOVERY (2001)
 BM0765
 BM0765'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0765'RECOVERED IN GOOD CONDITION.
 BM0765
 BM0765                          STATION RECOVERY (2003)
 BM0765
 BM0765'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BM0765'RECOVERED IN GOOD CONDITION.
 BM0765
 BM0765                          STATION RECOVERY (2005)
 BM0765
 BM0765'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0810 ***********************************************************************
 BM0810  DESIGNATION -  C 1306
 BM0810  PID         -  BM0810
 BM0810  STATE/COUNTY-  TX/TRAVIS
 BM0810  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0810
 BM0810                         *CURRENT SURVEY CONTROL
 BM0810  ___________________________________________________________________
 BM0810* NAD 83(1986)-  30 26 26.     (N)    097 40 07.     (W)     SCALED    
 BM0810* NAVD 88     -       244.419  (meters)     801.90   (feet)  ADJUSTED  
 BM0810  ___________________________________________________________________
 BM0810  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BM0810  DYNAMIC HT  -         244.087 (meters)     800.81  (feet)  COMP
 BM0810  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 BM0810
 BM0810  VERT ORDER  -  FIRST     CLASS II
 BM0810
 BM0810.The horizontal coordinates were scaled from a topographic map and have
 BM0810.an estimated accuracy of +/- 6 seconds.
 BM0810
 BM0810.The orthometric height was determined by differential leveling
 BM0810.and adjusted by the National Geodetic Survey in June 1991..
 BM0810
 BM0810.The geoid height was determined by GEOID03.
 BM0810
 BM0810.The dynamic height is computed by dividing the NAVD 88
 BM0810.geopotential number by the normal gravity value computed on the
 BM0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0810.degrees latitude (g = 980.6199 gals.).
 BM0810
 BM0810.The modeled gravity was interpolated from observed gravity values.
 BM0810
 BM0810;                    North         East    Units  Estimated Accuracy
 BM0810;SPC TX C     - 3,088,860.      955,920.      MT  (+/- 180 meters Scaled)
 BM0810
 BM0810                          SUPERSEDED SURVEY CONTROL
 BM0810
 BM0810.No superseded survey control is available for this station.
 BM0810
 BM0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU278683(NAD 83)
 BM0810_MARKER: DB = BENCH MARK DISK
 BM0810_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0810_SP_SET: OVERPASS PIER
 BM0810_STAMPING: C 1306 1980
 BM0810_MARK LOGO: NGS   
 BM0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0810
 BM0810  HISTORY     - Date     Condition        Report By
 BM0810  HISTORY     - 1980     MONUMENTED       NGS
 BM0810  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 BM0810  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0810
 BM0810                          STATION DESCRIPTION
 BM0810
 BM0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0810'8.75 KM (5.45 MI) SOUTH FROM ROUND ROCK.
 BM0810'3.55 KM (2.2 MI) SOUTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0810'JUNCTION OF RANCH ROAD 620 WEST IN ROUND ROCK, THENCE 5.2 KM (3.25 MI)
 BM0810'SOUTH ALONG THE WEST FRONTAGE ROAD OF INTERSTATE 35, AT THE JUNCTION
 BM0810'OF FARM ROAD 1825, SET VERTICALLY IN THE WEST FACE OF THE
 BM0810'NORTHWESTERNMOST CONCRETE PIER OF THE INTERSTATE 35 SOUTHBOUND BRIDGE
 BM0810'OVER THE FARM ROAD, 7.9 METERS (26.0 FT) NORTH OF THE CENTERLINE OF
 BM0810'THE FARM ROAD.  NOTE-PIERS ARE DRILLED INTO AUSTIN CHALK.
 BM0810'THE MARK IS 1.6 M ABOVE THE FARM ROAD.
 BM0810
 BM0810                          STATION RECOVERY (1995)
 BM0810
 BM0810'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0810'MARK NOT FOUND.
 BM0810
 BM0810                          STATION RECOVERY (2003)
 BM0810
 BM0810'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0758 ***********************************************************************
 BM0758  DESIGNATION -  C 1307
 BM0758  PID         -  BM0758
 BM0758  STATE/COUNTY-  TX/TRAVIS
 BM0758  USGS QUAD   -  OAK HILL (1988)
 BM0758
 BM0758                         *CURRENT SURVEY CONTROL
 BM0758  ___________________________________________________________________
 BM0758* NAD 83(1986)-  30 10 02.     (N)    097 47 10.     (W)     SCALED    
 BM0758* NAVD 88     -       196.067  (meters)     643.26   (feet)  ADJUSTED  
 BM0758  ___________________________________________________________________
 BM0758  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0758  DYNAMIC HT  -         195.796 (meters)     642.37  (feet)  COMP
 BM0758  MODELED GRAV-     979,255.4   (mgal)                       NAVD 88
 BM0758
 BM0758  VERT ORDER  -  FIRST     CLASS II
 BM0758
 BM0758.The horizontal coordinates were scaled from a topographic map and have
 BM0758.an estimated accuracy of +/- 6 seconds.
 BM0758
 BM0758.The orthometric height was determined by differential leveling
 BM0758.and adjusted by the National Geodetic Survey in June 1991..
 BM0758
 BM0758.The geoid height was determined by GEOID03.
 BM0758
 BM0758.The dynamic height is computed by dividing the NAVD 88
 BM0758.geopotential number by the normal gravity value computed on the
 BM0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0758.degrees latitude (g = 980.6199 gals.).
 BM0758
 BM0758.The modeled gravity was interpolated from observed gravity values.
 BM0758
 BM0758;                    North         East    Units  Estimated Accuracy
 BM0758;SPC TX C     - 3,058,300.      945,330.      MT  (+/- 180 meters Scaled)
 BM0758
 BM0758                          SUPERSEDED SURVEY CONTROL
 BM0758
 BM0758.No superseded survey control is available for this station.
 BM0758
 BM0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU168379(NAD 83)
 BM0758_MARKER: DB = BENCH MARK DISK
 BM0758_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0758_SP_SET: OVERPASS PIER
 BM0758_STAMPING: C 1307 1980
 BM0758_MARK LOGO: NGS   
 BM0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0758
 BM0758  HISTORY     - Date     Condition        Report By
 BM0758  HISTORY     - 1980     MONUMENTED       NGS
 BM0758  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0758  HISTORY     - 19910116 MARK NOT FOUND   USPSQD
 BM0758
 BM0758                          STATION DESCRIPTION
 BM0758
 BM0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0758'6.6 KM (4.1 MI) SW FROM AUSTIN.
 BM0758'6.6 KM (4.1 MI) SOUTHWEST ALONG CONGRESS AVENUE FROM THE JUNCTION OF
 BM0758'BEN WHITE BOULEVARD IN AUSTIN, AT THE JUNCTION OF INTERSTATE 35, SET
 BM0758'VERTICALLY IN THE WEST FACE OF THE WESTERNMOST ONE OF FOUR PIERS OF
 BM0758'THE SOUTHERNMOST SET OF FOUR SETS OF PIERS SUPPORTING THE SOUTHBOUND
 BM0758'LANES OF THE INTERSTATE, 5.6 METERS (18.3 FT) SOUTH OF THE CENTERLINE
 BM0758'OF THE SOUTHBOUND LANES OF CONGRESS AVENUE.  NOTE-BRIDGE IS SETTING ON
 BM0758'LIMESTONE.
 BM0758'THE MARK IS 1.2 M ABOVE THE SIDEWALK.
 BM0758
 BM0758                          STATION RECOVERY (1990)
 BM0758
 BM0758'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0758'MARK NOT FOUND.
 BM0758
 BM0758                          STATION RECOVERY (1991)
 BM0758
 BM0758'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1575 ***********************************************************************
 AY1575  DESIGNATION -  C 1307 X
 AY1575  PID         -  AY1575
 AY1575  STATE/COUNTY-  TX/COMAL
 AY1575  USGS QUAD   -  HUNTER (1994)
 AY1575
 AY1575                         *CURRENT SURVEY CONTROL
 AY1575  ___________________________________________________________________
 AY1575* NAD 83(1986)-  29 46 01.     (N)    098 02 39.     (W)     SCALED    
 AY1575* NAVD 88     -       188.049  (meters)     616.96   (feet)  ADJUSTED  
 AY1575  ___________________________________________________________________
 AY1575  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY1575  DYNAMIC HT  -         187.781 (meters)     616.08  (feet)  COMP
 AY1575  MODELED GRAV-     979,216.5   (mgal)                       NAVD 88
 AY1575
 AY1575  VERT ORDER  -  FIRST     CLASS II
 AY1575
 AY1575.The horizontal coordinates were scaled from a topographic map and have
 AY1575.an estimated accuracy of +/- 6 seconds.
 AY1575
 AY1575.The orthometric height was determined by differential leveling
 AY1575.and adjusted by the National Geodetic Survey in June 1991..
 AY1575
 AY1575.The geoid height was determined by GEOID03.
 AY1575
 AY1575.The dynamic height is computed by dividing the NAVD 88
 AY1575.geopotential number by the normal gravity value computed on the
 AY1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1575.degrees latitude (g = 980.6199 gals.).
 AY1575
 AY1575.The modeled gravity was interpolated from observed gravity values.
 AY1575
 AY1575;                    North         East    Units  Estimated Accuracy
 AY1575;SPC TXSC     - 4,214,680.      692,430.      MT  (+/- 180 meters Scaled)
 AY1575
 AY1575                          SUPERSEDED SURVEY CONTROL
 AY1575
 AY1575.No superseded survey control is available for this station.
 AY1575
 AY1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT924933(NAD 83)
 AY1575_MARKER: DB = BENCH MARK DISK
 AY1575_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1575_SP_SET: CULVERT
 AY1575_STAMPING: C 1307 X 1980
 AY1575_MARK LOGO: NGS   
 AY1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1575+STABILITY: SURFACE MOTION
 AY1575
 AY1575  HISTORY     - Date     Condition        Report By
 AY1575  HISTORY     - 1980     MONUMENTED       NGS
 AY1575  HISTORY     - 1989     GOOD             USPSQD
 AY1575  HISTORY     - 1990     GOOD             USPSQD
 AY1575  HISTORY     - 1990     GOOD             USPSQD
 AY1575  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY1575
 AY1575                          STATION DESCRIPTION
 AY1575
 AY1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1575'6.1 KM (3.8 MI) NE FROM NEW BRAUNFELS.
 AY1575'6.1 KM (3.8 MI) NORTHEAST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1575'35 FROM THE JUNCTION OF FARM ROADS 306 AND 483 AT THE NORTHEAST EDGE
 AY1575'OF NEW BRAUNFELS, IN TOP AND 0.15 METER (0.5 FT) NORTHEAST OF THE
 AY1575'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A THREE-CHANNEL BOX CULVERT
 AY1575'UNDER THE FRONTAGE ROAD, 6.3 METERS (20.5 FT) NORTHWEST OF THE
 AY1575'CENTERLINE OF THE FRONTAGE ROAD.  NOTE-DATUM POINT IS STAMPED C 1307.
 AY1575'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 AY1575
 AY1575                          STATION RECOVERY (1989)
 AY1575
 AY1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1575'RECOVERED IN GOOD CONDITION.
 AY1575
 AY1575                          STATION RECOVERY (1990)
 AY1575
 AY1575'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1575'RECOVERED IN GOOD CONDITION.
 AY1575
 AY1575                          STATION RECOVERY (1990)
 AY1575
 AY1575'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AY1575'RECOVERED IN GOOD CONDITION.
 AY1575
 AY1575                          STATION RECOVERY (1993)
 AY1575
 AY1575'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1571 ***********************************************************************
 AY1571  DESIGNATION -  C 1308
 AY1571  PID         -  AY1571
 AY1571  STATE/COUNTY-  TX/COMAL
 AY1571  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY1571
 AY1571                         *CURRENT SURVEY CONTROL
 AY1571  ___________________________________________________________________
 AY1571* NAD 83(1986)-  29 43 43.     (N)    098 04 44.     (W)     SCALED    
 AY1571* NAVD 88     -       207.107  (meters)     679.48   (feet)  ADJUSTED  
 AY1571  ___________________________________________________________________
 AY1571  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AY1571  DYNAMIC HT  -         206.812 (meters)     678.52  (feet)  COMP
 AY1571  MODELED GRAV-     979,211.6   (mgal)                       NAVD 88
 AY1571
 AY1571  VERT ORDER  -  FIRST     CLASS II
 AY1571
 AY1571.The horizontal coordinates were scaled from a topographic map and have
 AY1571.an estimated accuracy of +/- 6 seconds.
 AY1571
 AY1571.The orthometric height was determined by differential leveling
 AY1571.and adjusted by the National Geodetic Survey in June 1991..
 AY1571
 AY1571.The geoid height was determined by GEOID03.
 AY1571
 AY1571.The dynamic height is computed by dividing the NAVD 88
 AY1571.geopotential number by the normal gravity value computed on the
 AY1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1571.degrees latitude (g = 980.6199 gals.).
 AY1571
 AY1571.The modeled gravity was interpolated from observed gravity values.
 AY1571
 AY1571;                    North         East    Units  Estimated Accuracy
 AY1571;SPC TXSC     - 4,210,400.      689,100.      MT  (+/- 180 meters Scaled)
 AY1571
 AY1571                          SUPERSEDED SURVEY CONTROL
 AY1571
 AY1571.No superseded survey control is available for this station.
 AY1571
 AY1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT890890(NAD 83)
 AY1571_MARKER: DB = BENCH MARK DISK
 AY1571_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1571_SP_SET: OVERPASS PIER
 AY1571_STAMPING: C 1308 1980
 AY1571_MARK LOGO: NGS   
 AY1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1571+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AY1571
 AY1571  HISTORY     - Date     Condition        Report By
 AY1571  HISTORY     - 1980     MONUMENTED       NGS
 AY1571  HISTORY     - 1990     GOOD             USPSQD
 AY1571  HISTORY     - 1990     GOOD             USPSQD
 AY1571  HISTORY     - 19930808 GOOD             USPSQD
 AY1571  HISTORY     - 20030517 GOOD             USPSQD
 AY1571
 AY1571                          STATION DESCRIPTION
 AY1571
 AY1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1571'3.45 KM (2.15 MI) NE FROM NEW BRAUNFELS.
 AY1571'3.45 KM (2.15 MI) NORTHEAST ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 AY1571'JUNCTION OF STATE HIGHWAY 46 IN NEW BRAUNFELS, AT THE JUNCTION OF FARM
 AY1571'ROAD 306 AND INTERSTATE 35, SET VERTICALLY IN THE NORTHWEST FACE OF
 AY1571'THE NORTHERNMOST PIER OF THE FIRST ROW OF PIERS SOUTHWEST OF THE FARM
 AY1571'ROAD, AT THE NEW BRAUNFELS CITY LIMITS, 7.6 METERS (25.0 FT) SOUTHWEST
 AY1571'OF THE CENTERLINE OF THE ROAD.
 AY1571'THE MARK IS 4.0 M BELOW THE INTERSTATE.
 AY1571
 AY1571                          STATION RECOVERY (1990)
 AY1571
 AY1571'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1571'RECOVERED IN GOOD CONDITION.
 AY1571
 AY1571                          STATION RECOVERY (1990)
 AY1571
 AY1571'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AY1571'RECOVERED IN GOOD CONDITION.
 AY1571
 AY1571                          STATION RECOVERY (1993)
 AY1571
 AY1571'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1571'RECOVERED IN GOOD CONDITION.
 AY1571
 AY1571                          STATION RECOVERY (2003)
 AY1571
 AY1571'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 AY1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2302 ***********************************************************************
 CS2302  DESIGNATION -  C 131
 CS2302  PID         -  CS2302
 CS2302  STATE/COUNTY-  TX/PARKER
 CS2302  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS2302
 CS2302                         *CURRENT SURVEY CONTROL
 CS2302  ___________________________________________________________________
 CS2302* NAD 83(1986)-  32 44 23.     (N)    097 47 50.     (W)     SCALED    
 CS2302* NAVD 88     -       332.212  (meters)    1089.93   (feet)  ADJUSTED  
 CS2302  ___________________________________________________________________
 CS2302  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CS2302  DYNAMIC HT  -         331.806 (meters)    1088.60  (feet)  COMP
 CS2302  MODELED GRAV-     979,406.5   (mgal)                       NAVD 88
 CS2302
 CS2302  VERT ORDER  -  FIRST     CLASS II
 CS2302
 CS2302.The horizontal coordinates were scaled from a topographic map and have
 CS2302.an estimated accuracy of +/- 6 seconds.
 CS2302
 CS2302.The orthometric height was determined by differential leveling
 CS2302.and adjusted by the National Geodetic Survey in June 1991..
 CS2302
 CS2302.The geoid height was determined by GEOID03.
 CS2302
 CS2302.The dynamic height is computed by dividing the NAVD 88
 CS2302.geopotential number by the normal gravity value computed on the
 CS2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2302.degrees latitude (g = 980.6199 gals.).
 CS2302
 CS2302.The modeled gravity was interpolated from observed gravity values.
 CS2302
 CS2302;                    North         East    Units  Estimated Accuracy
 CS2302;SPC TXNC     - 2,119,210.      665,860.      MT  (+/- 180 meters Scaled)
 CS2302
 CS2302                          SUPERSEDED SURVEY CONTROL
 CS2302
 CS2302  NGVD 29 (??/??/92)  332.128  (m)         1089.66   (f) ADJ UNCH    1 2
 CS2302
 CS2302.Superseded values are not recommended for survey control.
 CS2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2302.See file dsdata.txt to determine how the superseded data were derived.
 CS2302
 CS2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB126230(NAD 83)
 CS2302_MARKER: DB = BENCH MARK DISK
 CS2302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2302_SP_SET: CULVERT
 CS2302_STAMPING: C 131 1952
 CS2302_MARK LOGO: CGS   
 CS2302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2302
 CS2302  HISTORY     - Date     Condition        Report By
 CS2302  HISTORY     - 1952     MONUMENTED       CGS
 CS2302  HISTORY     - 1964     GOOD             NGS
 CS2302  HISTORY     - 1983     GOOD             NGS
 CS2302  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CS2302  HISTORY     - 19970524 GOOD             USPSQD
 CS2302  HISTORY     - 20020317 GOOD             USPSQD
 CS2302
 CS2302                          STATION DESCRIPTION
 CS2302
 CS2302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2302'1.4 MI S FROM WEATHERFORD.
 CS2302'1.4 MILES SOUTH ALONG STATE HIGHWAY 171 FROM THE COURTHOUSE AT
 CS2302'WEATHERFORD, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 CS2302'SOUTH OF A WEATHERFORD CITY LIMIT SIGN, 35 FEET SOUTH OF THE CENTER
 CS2302'LINE OF A DRIVEWAY, 80 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CS2302'WHITE HOUSE, SET IN THE TOP OF THE CENTER OF THE EAST HEADWALL OF AN 8
 CS2302'X 8 FOOT CONCRETE CULVERT.  NOTE-- THE CITY LIMIT SIGN IS NOW 110 FEET
 CS2302'SOUTH OF THE BENCH MARK.  THE HEADWALL OF THE CULVERT IS ABOUT 1 FOOT
 CS2302'BELOW THE SURFACE OF THE ROAD.
 CS2302
 CS2302                          STATION RECOVERY (1983)
 CS2302
 CS2302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2302'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.4 KM
 CS2302'(0.85 MI) NORTH ALONG STATE HIGHWAY 171 FROM ITS JUNCTION WITH
 CS2302'INTERSTATE HIGHWAY 20 IN WEATHERFORD.
 CS2302
 CS2302                          STATION RECOVERY (1995)
 CS2302
 CS2302'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2302'MARK NOT FOUND.
 CS2302
 CS2302                          STATION RECOVERY (1997)
 CS2302
 CS2302'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2302'RECOVERED IN GOOD CONDITION.
 CS2302
 CS2302                          STATION RECOVERY (2002)
 CS2302
 CS2302'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0777 ***********************************************************************
 DN0777  DESIGNATION -  C 132
 DN0777  PID         -  DN0777
 DN0777  STATE/COUNTY-  TX/WISE
 DN0777  USGS QUAD   -  DECATUR (1972)
 DN0777
 DN0777                         *CURRENT SURVEY CONTROL
 DN0777  ___________________________________________________________________
 DN0777* NAD 83(1986)-  33 11 09.     (N)    097 33 08.     (W)     SCALED    
 DN0777* NAVD 88     -       300.094  (meters)     984.56   (feet)  ADJUSTED  
 DN0777  ___________________________________________________________________
 DN0777  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DN0777  DYNAMIC HT  -         299.745 (meters)     983.41  (feet)  COMP
 DN0777  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 DN0777
 DN0777  VERT ORDER  -  FIRST     CLASS II
 DN0777
 DN0777.The horizontal coordinates were scaled from a topographic map and have
 DN0777.an estimated accuracy of +/- 6 seconds.
 DN0777
 DN0777.The orthometric height was determined by differential leveling
 DN0777.and adjusted by the National Geodetic Survey in June 1991..
 DN0777.WARNING-Repeat measurements at this control monument indicate possible
 DN0777.vertical movement.
 DN0777
 DN0777.The geoid height was determined by GEOID03.
 DN0777
 DN0777.The dynamic height is computed by dividing the NAVD 88
 DN0777.geopotential number by the normal gravity value computed on the
 DN0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0777.degrees latitude (g = 980.6199 gals.).
 DN0777
 DN0777.The modeled gravity was interpolated from observed gravity values.
 DN0777
 DN0777;                    North         East    Units  Estimated Accuracy
 DN0777;SPC TXNC     - 2,168,860.      688,380.      MT  (+/- 180 meters Scaled)
 DN0777
 DN0777                          SUPERSEDED SURVEY CONTROL
 DN0777
 DN0777  NGVD 29 (??/??/92)  300.036  (m)          984.37   (f) ADJ UNCH    1 2
 DN0777
 DN0777.Superseded values are not recommended for survey control.
 DN0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0777.See file dsdata.txt to determine how the superseded data were derived.
 DN0777
 DN0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB349728(NAD 83)
 DN0777_MARKER: DB = BENCH MARK DISK
 DN0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0777_STAMPING: C 132 1952
 DN0777_MARK LOGO: CGS   
 DN0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0777+STABILITY: SURFACE MOTION
 DN0777
 DN0777  HISTORY     - Date     Condition        Report By
 DN0777  HISTORY     - 1952     MONUMENTED       CGS
 DN0777  HISTORY     - 1960     GOOD             USGS
 DN0777  HISTORY     - 1984     GOOD             NGS
 DN0777  HISTORY     - 19990827 MARK NOT FOUND   USPSQD
 DN0777
 DN0777                          STATION DESCRIPTION
 DN0777
 DN0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0777'3.75 MI SE FROM DECATUR.
 DN0777'3.75 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD
 DN0777'FROM THE STATION AT DECATUR, 8 POLES SOUTHEAST OF SIGNAL S 36-54, 54
 DN0777'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 33 FEET
 DN0777'SOUTHWEST OF THE SOUTHWEST RAIL, 18.6 FEET SOUTHEAST OF A TELEGRAPH
 DN0777'POLE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DN0777'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- BY GOING 3.8
 DN0777'MILES SOUTHEAST OF DECATUR, ALONG THE FORT WORTH AND DENVER RAILWAY,
 DN0777'18 POLES SOUTHEAST OF MP 37, 18 POLES NORTHWEST OF MP 36, 33 FEET
 DN0777'SOUTHWEST OF SOUTHWEST RAIL, 54 FEET NORTHEAST OF CENTERLINE OF U. S.
 DN0777'HIGHWAY 61 - 287.  NO WITNESS POST.
 DN0777
 DN0777                          STATION RECOVERY (1960)
 DN0777
 DN0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DN0777'RECOVERED IN GOOD CONDITION.
 DN0777
 DN0777                          STATION RECOVERY (1984)
 DN0777
 DN0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0777'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 DN0777'FORT WORTH AND DENVER RAILROAD IS NOW THE BURLINGTON NORTHERN
 DN0777'RAILROAD.
 DN0777
 DN0777                          STATION RECOVERY (1999)
 DN0777
 DN0777'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0007 ***********************************************************************
 DO0007  DESIGNATION -  C 133
 DO0007  PID         -  DO0007
 DO0007  STATE/COUNTY-  TX/WICHITA
 DO0007  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0007
 DO0007                         *CURRENT SURVEY CONTROL
 DO0007  ___________________________________________________________________
 DO0007* NAD 83(1986)-  33 54 01.     (N)    098 27 35.     (W)     SCALED    
 DO0007* NAVD 88     -       296.659  (meters)     973.29   (feet)  ADJUSTED  
 DO0007  ___________________________________________________________________
 DO0007  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DO0007  DYNAMIC HT  -         296.333 (meters)     972.22  (feet)  COMP
 DO0007  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 DO0007
 DO0007  VERT ORDER  -  FIRST     CLASS II
 DO0007
 DO0007.The horizontal coordinates were scaled from a topographic map and have
 DO0007.an estimated accuracy of +/- 6 seconds.
 DO0007
 DO0007.The orthometric height was determined by differential leveling
 DO0007.and adjusted by the National Geodetic Survey in June 1991..
 DO0007.WARNING-Repeat measurements at this control monument indicate possible
 DO0007.vertical movement.
 DO0007
 DO0007.The geoid height was determined by GEOID03.
 DO0007
 DO0007.The dynamic height is computed by dividing the NAVD 88
 DO0007.geopotential number by the normal gravity value computed on the
 DO0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0007.degrees latitude (g = 980.6199 gals.).
 DO0007
 DO0007.The modeled gravity was interpolated from observed gravity values.
 DO0007
 DO0007;                    North         East    Units  Estimated Accuracy
 DO0007;SPC TXNC     - 2,247,700.      603,730.      MT  (+/- 180 meters Scaled)
 DO0007
 DO0007                          SUPERSEDED SURVEY CONTROL
 DO0007
 DO0007  NGVD 29 (??/??/92)  296.582  (m)          973.04   (f) ADJ UNCH    1 2
 DO0007
 DO0007.Superseded values are not recommended for survey control.
 DO0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0007.See file dsdata.txt to determine how the superseded data were derived.
 DO0007
 DO0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC499512(NAD 83)
 DO0007_MARKER: DB = BENCH MARK DISK
 DO0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0007_SP_SET: ABUTMENT
 DO0007_STAMPING: 973.036 C 133 1933
 DO0007_MARK LOGO: CGS   
 DO0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0007
 DO0007  HISTORY     - Date     Condition        Report By
 DO0007  HISTORY     - 1933     MONUMENTED       CGS
 DO0007  HISTORY     - 1957     GOOD             NGS
 DO0007  HISTORY     - 1984     GOOD             NGS
 DO0007  HISTORY     - 20010525 GOOD             USPSQD
 DO0007
 DO0007                          STATION DESCRIPTION
 DO0007
 DO0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0007'1.9 MI SE FROM WICHITA FALLS.
 DO0007'1.9 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0007'WICHITA FALLS, WICHITA COUNTY, AT CONCRETE BRIDGE 112.16, 300 FEET
 DO0007'EAST OF A HIGHWAY CROSSING, AND ON THE NORTH SIDE OF THE WEST CONCRETE
 DO0007'ABUTMENT.  A STANDARD DISK, STAMPED 973.036 C 133 1933.
 DO0007
 DO0007                          STATION RECOVERY (1984)
 DO0007
 DO0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0007'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DO0007'TO REACH FOLLOWS.  3.2 KM (2.0 MI) SOUTHEASTERLY ALONG THE BURLINGTON
 DO0007'NORTHERN RAILROAD FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS.
 DO0007
 DO0007                          STATION RECOVERY (2001)
 DO0007
 DO0007'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0364 ***********************************************************************
 EM0364  DESIGNATION -  C 134
 EM0364  PID         -  EM0364
 EM0364  STATE/COUNTY-  TX/HARDEMAN
 EM0364  USGS QUAD   -  QUANAH EAST (1984)
 EM0364
 EM0364                         *CURRENT SURVEY CONTROL
 EM0364  ___________________________________________________________________
 EM0364* NAD 83(1986)-  34 16 44.     (N)    099 37 43.     (W)     SCALED    
 EM0364* NAVD 88     -       463.708  (meters)    1521.35   (feet)  ADJUSTED  
 EM0364  ___________________________________________________________________
 EM0364  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EM0364  DYNAMIC HT  -         463.186 (meters)    1519.64  (feet)  COMP
 EM0364  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 EM0364
 EM0364  VERT ORDER  -  FIRST     CLASS II
 EM0364
 EM0364.The horizontal coordinates were scaled from a topographic map and have
 EM0364.an estimated accuracy of +/- 6 seconds.
 EM0364
 EM0364.The orthometric height was determined by differential leveling
 EM0364.and adjusted by the National Geodetic Survey in June 1991..
 EM0364.WARNING-Repeat measurements at this control monument indicate possible
 EM0364.vertical movement.
 EM0364
 EM0364.The geoid height was determined by GEOID03.
 EM0364
 EM0364.The dynamic height is computed by dividing the NAVD 88
 EM0364.geopotential number by the normal gravity value computed on the
 EM0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0364.degrees latitude (g = 980.6199 gals.).
 EM0364
 EM0364.The modeled gravity was interpolated from observed gravity values.
 EM0364
 EM0364;                    North         East    Units  Estimated Accuracy
 EM0364;SPC TXNC     - 2,290,250.      496,070.      MT  (+/- 180 meters Scaled)
 EM0364
 EM0364                          SUPERSEDED SURVEY CONTROL
 EM0364
 EM0364  NGVD 29 (??/??/92)  463.438  (m)         1520.46   (f) ADJ UNCH    1 2
 EM0364
 EM0364.Superseded values are not recommended for survey control.
 EM0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0364.See file dsdata.txt to determine how the superseded data were derived.
 EM0364
 EM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC421932(NAD 83)
 EM0364_MARKER: DB = BENCH MARK DISK
 EM0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0364_STAMPING: C 134 1933 1520.463
 EM0364_MARK LOGO: CGS   
 EM0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0364+STABILITY: SURFACE MOTION
 EM0364
 EM0364  HISTORY     - Date     Condition        Report By
 EM0364  HISTORY     - 1933     MONUMENTED       CGS
 EM0364  HISTORY     - 1933     GOOD             NGS
 EM0364  HISTORY     - 1958     GOOD             NGS
 EM0364  HISTORY     - 1984     GOOD             NGS
 EM0364
 EM0364                          STATION DESCRIPTION
 EM0364
 EM0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0364'6.6 MI NW FROM CHILLICOTHE.
 EM0364'6.6 MILES NORTHWEST OF AT MILEAGE 185.4, AT SOUTHEAST CORNER OF ROAD
 EM0364'CROSSING, 40 FEET SOUTHEAST OF CENTER OF TRACK, 30 FEET EAST OF CENTER
 EM0364'OF ROAD.
 EM0364
 EM0364                          STATION RECOVERY (1958)
 EM0364
 EM0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0364'RECOVERED IN GOOD CONDITION.
 EM0364
 EM0364                          STATION RECOVERY (1984)
 EM0364
 EM0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0364'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.9 KM
 EM0364'(6.75 MI) WESTERLY ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE IN
 EM0364'CHILLICOTHE, THENCE 1.1 KM (0.7 MI) NORTH ALONG A DIRT ROAD.  ADD=0.3
 EM0364'M (1.0 FT) WEST OF A WITNESS POST.  NOTE=THE MARK IS LEANING TO THE
 EM0364'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0002 ***********************************************************************
 EN0002  DESIGNATION -  C 135
 EN0002  PID         -  EN0002
 EN0002  STATE/COUNTY-  TX/CHILDRESS
 EN0002  USGS QUAD   -  ESTELLINE (1985)
 EN0002
 EN0002                         *CURRENT SURVEY CONTROL
 EN0002  ___________________________________________________________________
 EN0002* NAD 83(1986)-  34 31 54.     (N)    100 23 40.     (W)     SCALED    
 EN0002* NAVD 88     -       529.721  (meters)    1737.93   (feet)  ADJUSTED  
 EN0002  ___________________________________________________________________
 EN0002  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 EN0002  DYNAMIC HT  -         529.120 (meters)    1735.95  (feet)  COMP
 EN0002  MODELED GRAV-     979,485.7   (mgal)                       NAVD 88
 EN0002
 EN0002  VERT ORDER  -  FIRST     CLASS II
 EN0002
 EN0002.The horizontal coordinates were scaled from a topographic map and have
 EN0002.an estimated accuracy of +/- 6 seconds.
 EN0002
 EN0002.The orthometric height was determined by differential leveling
 EN0002.and adjusted by the National Geodetic Survey in June 1991..
 EN0002
 EN0002.The geoid height was determined by GEOID03.
 EN0002
 EN0002.The dynamic height is computed by dividing the NAVD 88
 EN0002.geopotential number by the normal gravity value computed on the
 EN0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0002.degrees latitude (g = 980.6199 gals.).
 EN0002
 EN0002.The modeled gravity was interpolated from observed gravity values.
 EN0002
 EN0002;                    North         East    Units  Estimated Accuracy
 EN0002;SPC TX N     - 1,059,550.      301,500.      MT  (+/- 180 meters Scaled)
 EN0002
 EN0002                          SUPERSEDED SURVEY CONTROL
 EN0002
 EN0002  NGVD 29 (??/??/92)  529.449  (m)         1737.03   (f) ADJ UNCH    1 2
 EN0002
 EN0002.Superseded values are not recommended for survey control.
 EN0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0002.See file dsdata.txt to determine how the superseded data were derived.
 EN0002
 EN0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD720219(NAD 83)
 EN0002_MARKER: DB = BENCH MARK DISK
 EN0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0002_SP_SET: BRIDGE
 EN0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0002
 EN0002  HISTORY     - Date     Condition        Report By
 EN0002  HISTORY     - UNK      MONUMENTED       CGS
 EN0002  HISTORY     - 1933     GOOD             NGS
 EN0002  HISTORY     - 1958     GOOD             NGS
 EN0002
 EN0002                          STATION DESCRIPTION
 EN0002
 EN0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0002'2.8 MI SE FROM ESTELLINE.
 EN0002'AT MILEAGE 233.89, SET IN SOUTHWEST CORNER OF NORTHWEST ABUTMENT OF
 EN0002'CONCRETE RAILROAD BRIDGE.  NOTE-- BM IS ON BRIDGE NO. 233.90, IT IS 5
 EN0002'FEET LOWER THAN THE TOP OF THE RAILS.
 EN0002
 EN0002                          STATION RECOVERY (1958)
 EN0002
 EN0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0286 ***********************************************************************
 FL0286  DESIGNATION -  C 136
 FL0286  PID         -  FL0286
 FL0286  STATE/COUNTY-  TX/DONLEY
 FL0286  USGS QUAD   -  ROACH RANCH (1978)
 FL0286
 FL0286                         *CURRENT SURVEY CONTROL
 FL0286  ___________________________________________________________________
 FL0286* NAD 83(1986)-  35 00 45.     (N)    100 53 33.     (W)     SCALED    
 FL0286* NAVD 88     -       816.044  (meters)    2677.30   (feet)  POSTED    
 FL0286  ___________________________________________________________________
 FL0286  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 FL0286  DYNAMIC HT  -         815.110 (meters)    2674.24  (feet)  COMP
 FL0286  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 FL0286
 FL0286  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FL0286
 FL0286.The horizontal coordinates were scaled from a topographic map and have
 FL0286.an estimated accuracy of +/- 6 seconds.
 FL0286
 FL0286.The orthometric height was determined by differential leveling
 FL0286.and adjusted by the National Geodetic Survey in 1992..
 FL0286.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FL0286.rate of 1.1 thru 2.0 mm/km.
 FL0286
 FL0286.The geoid height was determined by GEOID03.
 FL0286
 FL0286.The dynamic height is computed by dividing the NAVD 88
 FL0286.geopotential number by the normal gravity value computed on the
 FL0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0286.degrees latitude (g = 980.6199 gals.).
 FL0286
 FL0286.The modeled gravity was interpolated from observed gravity values.
 FL0286
 FL0286;                    North         East    Units  Estimated Accuracy
 FL0286;SPC TX N     - 1,112,490.      255,450.      MT  (+/- 180 meters Scaled)
 FL0286
 FL0286                          SUPERSEDED SURVEY CONTROL
 FL0286
 FL0286  NGVD 29 (??/??/92)  815.642  (m)         2675.99   (f) ADJ UNCH    1 2
 FL0286
 FL0286.Superseded values are not recommended for survey control.
 FL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0286.See file dsdata.txt to determine how the superseded data were derived.
 FL0286
 FL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD273760(NAD 83)
 FL0286_MARKER: DB = BENCH MARK DISK
 FL0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0286_STAMPING: C 136 1933
 FL0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0286+STABILITY: SURFACE MOTION
 FL0286
 FL0286  HISTORY     - Date     Condition        Report By
 FL0286  HISTORY     - 1933     MONUMENTED       CGS
 FL0286  HISTORY     - 1960     GOOD             USGS
 FL0286  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0286
 FL0286                          STATION DESCRIPTION
 FL0286
 FL0286'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FL0286'5.7 MI N FROM CLARENDON.
 FL0286'CLARENDON, INTERSECTION OF U.S. HWY 287 AND ST. HWY. 70.  4.5 MILES
 FL0286'NORTH OF ALONG ST. HWY 70.  555 FT. EAST OF HWY 70, 370 FT. WEST OF A
 FL0286'DRAIN FORK, 40 FT. EAST OF AND 2 FT. LOWER THAN CENTER OF OLD HWY.,
 FL0286'11.9 FT. EAST AND 2.5 FT. SOUTH OF FENCE CORNER.  A STANDARD DISK
 FL0286'STAMPED C 136 1933 AND SET IN TOP OF CONCRETE POST PROJECTING 0.2 FT.
 FL0286'ABOVE THE GROUND.
 FL0286
 FL0286                          STATION RECOVERY (1984)
 FL0286
 FL0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0087 ***********************************************************************
 GK0087  DESIGNATION -  C 137
 GK0087  PID         -  GK0087
 GK0087  STATE/COUNTY-  TX/OCHILTREE
 GK0087  USGS QUAD   -  LAKE FRYER (1973)
 GK0087
 GK0087                         *CURRENT SURVEY CONTROL
 GK0087  ___________________________________________________________________
 GK0087* NAD 83(1986)-  36 09 10.     (N)    100 40 28.     (W)     SCALED    
 GK0087* NAVD 88     -       872.415  (meters)    2862.25   (feet)  ADJUSTED  
 GK0087  ___________________________________________________________________
 GK0087  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 GK0087  DYNAMIC HT  -         871.488 (meters)    2859.21  (feet)  COMP
 GK0087  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 GK0087
 GK0087  VERT ORDER  -  FIRST     CLASS II
 GK0087
 GK0087.The horizontal coordinates were scaled from a topographic map and have
 GK0087.an estimated accuracy of +/- 6 seconds.
 GK0087
 GK0087.The orthometric height was determined by differential leveling
 GK0087.and adjusted by the National Geodetic Survey in June 1991..
 GK0087
 GK0087.The geoid height was determined by GEOID03.
 GK0087
 GK0087.The dynamic height is computed by dividing the NAVD 88
 GK0087.geopotential number by the normal gravity value computed on the
 GK0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0087.degrees latitude (g = 980.6199 gals.).
 GK0087
 GK0087.The modeled gravity was interpolated from observed gravity values.
 GK0087
 GK0087;                    North         East    Units  Estimated Accuracy
 GK0087;SPC TX N     - 1,239,140.      274,290.      MT  (+/- 180 meters Scaled)
 GK0087
 GK0087                          SUPERSEDED SURVEY CONTROL
 GK0087
 GK0087  NGVD 29 (??/??/92)  872.052  (m)         2861.06   (f) ADJ UNCH    1 2
 GK0087
 GK0087.Superseded values are not recommended for survey control.
 GK0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0087.See file dsdata.txt to determine how the superseded data were derived.
 GK0087
 GK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF493021(NAD 83)
 GK0087_MARKER: DB = BENCH MARK DISK
 GK0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0087_STAMPING: C-137 1934
 GK0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0087+STABILITY: SURFACE MOTION
 GK0087
 GK0087  HISTORY     - Date     Condition        Report By
 GK0087  HISTORY     - 1934     MONUMENTED       CGS
 GK0087  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0087
 GK0087                          STATION DESCRIPTION
 GK0087
 GK0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0087'19.3 MI SE FROM PERRYTON.
 GK0087'17.4 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 0.2 MILE WEST
 GK0087'OF 25 FOOT TOWER AND WIND MILL.  36 FEET NORTHEAST OF THE CENTERLINE
 GK0087'OF U.S. HIGHWAY 85 UNDER CONSTRUCTION.  2 FEET WEST OF NORTH AND SOUTH
 GK0087'SECTION LINE FENCE.  NOTE-- RD. WORK IN AREA.
 GK0087
 GK0087                          STATION RECOVERY (1973)
 GK0087
 GK0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1515 ***********************************************************************
 AY1515  DESIGNATION -  C 1377
 AY1515  PID         -  AY1515
 AY1515  STATE/COUNTY-  TX/BEXAR
 AY1515  USGS QUAD   -  SOUTHTON (1992)
 AY1515
 AY1515                         *CURRENT SURVEY CONTROL
 AY1515  ___________________________________________________________________
 AY1515* NAD 83(1986)-  29 22 29.     (N)    098 28 32.     (W)     SCALED    
 AY1515* NAVD 88     -       176.104  (meters)     577.77   (feet)  ADJUSTED  
 AY1515  ___________________________________________________________________
 AY1515  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AY1515  DYNAMIC HT  -         175.848 (meters)     576.93  (feet)  COMP
 AY1515  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 AY1515
 AY1515  VERT ORDER  -  FIRST     CLASS II
 AY1515
 AY1515.The horizontal coordinates were scaled from a topographic map and have
 AY1515.an estimated accuracy of +/- 6 seconds.
 AY1515
 AY1515.The orthometric height was determined by differential leveling
 AY1515.and adjusted by the National Geodetic Survey in June 1991..
 AY1515
 AY1515.The geoid height was determined by GEOID03.
 AY1515
 AY1515.The dynamic height is computed by dividing the NAVD 88
 AY1515.geopotential number by the normal gravity value computed on the
 AY1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1515.degrees latitude (g = 980.6199 gals.).
 AY1515
 AY1515.The modeled gravity was interpolated from observed gravity values.
 AY1515
 AY1515;                    North         East    Units  Estimated Accuracy
 AY1515;SPC TXSC     - 4,170,940.      650,910.      MT  (+/- 180 meters Scaled)
 AY1515
 AY1515                          SUPERSEDED SURVEY CONTROL
 AY1515
 AY1515.No superseded survey control is available for this station.
 AY1515
 AY1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT508496(NAD 83)
 AY1515_MARKER: I = METAL ROD
 AY1515_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1515_SP_SET: STAINLESS STEEL ROD
 AY1515_STAMPING: C 1377 1980
 AY1515_MARK LOGO: NGS   
 AY1515_PROJECTION: FLUSH
 AY1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1515_ROD/PIPE-DEPTH: 6.1  meters
 AY1515
 AY1515  HISTORY     - Date     Condition        Report By
 AY1515  HISTORY     - 1980     MONUMENTED       NGS
 AY1515  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY1515
 AY1515                          STATION DESCRIPTION
 AY1515
 AY1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1515'3.5 KM (2.2 MI) SE FROM SAN ANTONIO.
 AY1515'3.5 KM (2.2 MI) SOUTHEAST ALONG SOUTH PRESA STREET (SPUR 122) FROM THE
 AY1515'JUNCTION OF EAST DURANGO BOULEVARD IN SAN ANTONIO, THENCE 0.1 KM
 AY1515'(0.05 MI) SOUTHWEST ALONG EAST SOUTHCROSS STREET, AT A LONE STAR BEER
 AY1515'DEALERSHIP, 8.5 METERS (27.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AY1515'STREET, 37.9 METERS (124.5 FT) NORTH-NORTHWEST OF THE NORTH CORNER OF
 AY1515'THE BUILDING, 13.0 METERS (22.6 FT) NORTHWEST OF A COMBINATION LONE
 AY1515'STAR BEER SIGN POST AND LIGHT POST, 8.1 METERS (33.1 FT) SOUTHWEST OF
 AY1515'THE CENTER OF THE NORTHEAST ENTRANCE ROAD, 0.9 METER (2.8 FT)
 AY1515'SOUTHEAST OF POWERLINE POLE NUMBER 397H WITH A GUY WIRE AND STREET
 AY1515'LIGHT, 0.8 METER (2.5 FT) NORTHWEST OF THE NORTHWEST CURB OF THE
 AY1515'PARKING LOT.
 AY1515'THE MARK IS ABOVE LEVEL WITH SOUTHCROSS STREET.
 AY1515
 AY1515                          STATION RECOVERY (1995)
 AY1515
 AY1515'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1483 ***********************************************************************
 AY1483  DESIGNATION -  C 1378
 AY1483  PID         -  AY1483
 AY1483  STATE/COUNTY-  TX/WILSON
 AY1483  USGS QUAD   -  POTH (1961)
 AY1483
 AY1483                         *CURRENT SURVEY CONTROL
 AY1483  ___________________________________________________________________
 AY1483* NAD 83(1986)-  29 06 28.     (N)    098 06 37.     (W)     SCALED    
 AY1483* NAVD 88     -       144.521  (meters)     474.15   (feet)  ADJUSTED  
 AY1483  ___________________________________________________________________
 AY1483  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY1483  DYNAMIC HT  -         144.316 (meters)     473.48  (feet)  COMP
 AY1483  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 AY1483
 AY1483  VERT ORDER  -  FIRST     CLASS II
 AY1483
 AY1483.The horizontal coordinates were scaled from a topographic map and have
 AY1483.an estimated accuracy of +/- 6 seconds.
 AY1483
 AY1483.The orthometric height was determined by differential leveling
 AY1483.and adjusted by the National Geodetic Survey in June 1991..
 AY1483
 AY1483.The geoid height was determined by GEOID03.
 AY1483
 AY1483.The dynamic height is computed by dividing the NAVD 88
 AY1483.geopotential number by the normal gravity value computed on the
 AY1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1483.degrees latitude (g = 980.6199 gals.).
 AY1483
 AY1483.The modeled gravity was interpolated from observed gravity values.
 AY1483
 AY1483;                    North         East    Units  Estimated Accuracy
 AY1483;SPC TXSC     - 4,141,570.      686,590.      MT  (+/- 180 meters Scaled)
 AY1483
 AY1483                          SUPERSEDED SURVEY CONTROL
 AY1483
 AY1483.No superseded survey control is available for this station.
 AY1483
 AY1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT865202(NAD 83)
 AY1483_MARKER: I = METAL ROD
 AY1483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1483_SP_SET: STAINLESS STEEL ROD
 AY1483_STAMPING: C 1378 1981
 AY1483_MARK LOGO: NGS   
 AY1483_PROJECTION: FLUSH
 AY1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1483_ROD/PIPE-DEPTH: 9.4  meters
 AY1483
 AY1483  HISTORY     - Date     Condition        Report By
 AY1483  HISTORY     - 1981     MONUMENTED       NGS
 AY1483  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 AY1483
 AY1483                          STATION DESCRIPTION
 AY1483
 AY1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1483'5.5 KM (3.45 MI) SE FROM FLORESVILLE.
 AY1483'3.4 KM (2.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY1483'COURTHOUSE IN FLORESVILLE, THENCE 2.1 KM (1.35 MI) SOUTHEAST ALONG
 AY1483'U.S. HIGHWAY 181, ALSO 5.0 KM (3.15 MI) NORTHWEST ALONG U.S. HIGHWAY
 AY1483'181 FROM THE SOUTHERN PACIFIC RAILROAD STATION IN POTH, AT THE
 AY1483'JUNCTION OF A DIRT ROAD, 17.6 METERS (58.0 FT) NORTHEAST OF THE
 AY1483'CENTERLINE OF THE HIGHWAY, 14.6 METERS (48.0 FT) NORTHWEST OF THE
 AY1483'CENTER OF THE DIRT ROAD, 59.4 METERS (195 FT) SOUTHWEST OF THE CENTER
 AY1483'OF A METAL GATE, 1.0 METER (3.5 FT) WEST OF A 20-CM CREOSOTED CORNER
 AY1483'FENCE POST.
 AY1483'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 AY1483'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 AY1483
 AY1483                          STATION RECOVERY (1995)
 AY1483
 AY1483'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1537 ***********************************************************************
 AY1537  DESIGNATION -  C 1379
 AY1537  PID         -  AY1537
 AY1537  STATE/COUNTY-  TX/BEXAR
 AY1537  USGS QUAD   -  LONGHORN (1992)
 AY1537
 AY1537                         *CURRENT SURVEY CONTROL
 AY1537  ___________________________________________________________________
 AY1537* NAD 83(1986)-  29 32 24.     (N)    098 22 46.     (W)     SCALED    
 AY1537* NAVD 88     -       250.170  (meters)     820.77   (feet)  ADJUSTED  
 AY1537  ___________________________________________________________________
 AY1537  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AY1537  DYNAMIC HT  -         249.805 (meters)     819.57  (feet)  COMP
 AY1537  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AY1537
 AY1537  VERT ORDER  -  FIRST     CLASS II
 AY1537
 AY1537.The horizontal coordinates were scaled from a topographic map and have
 AY1537.an estimated accuracy of +/- 6 seconds.
 AY1537
 AY1537.The orthometric height was determined by differential leveling
 AY1537.and adjusted by the National Geodetic Survey in June 1991..
 AY1537
 AY1537.The geoid height was determined by GEOID03.
 AY1537
 AY1537.The dynamic height is computed by dividing the NAVD 88
 AY1537.geopotential number by the normal gravity value computed on the
 AY1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1537.degrees latitude (g = 980.6199 gals.).
 AY1537
 AY1537.The modeled gravity was interpolated from observed gravity values.
 AY1537
 AY1537;                    North         East    Units  Estimated Accuracy
 AY1537;SPC TXSC     - 4,189,300.      660,140.      MT  (+/- 180 meters Scaled)
 AY1537
 AY1537                          SUPERSEDED SURVEY CONTROL
 AY1537
 AY1537.No superseded survey control is available for this station.
 AY1537
 AY1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT601679(NAD 83)
 AY1537_MARKER: DB = BENCH MARK DISK
 AY1537_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1537_SP_SET: OVERPASS PIER
 AY1537_STAMPING: C 1379 1980
 AY1537_MARK LOGO: NGS   
 AY1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1537
 AY1537  HISTORY     - Date     Condition        Report By
 AY1537  HISTORY     - 1980     MONUMENTED       NGS
 AY1537  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY1537  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1537  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY1537
 AY1537                          STATION DESCRIPTION
 AY1537
 AY1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1537'10.4 KM (6.45 MI) SW FROM SELMA.
 AY1537'10.4 KM (6.45 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1537'35 FROM THE SOUTHWEST END OF THE BRIDGE OVER CIBOLO CREEK IN SELMA,
 AY1537'2.8 KM (1.75 MI) NORTHEAST ALONG INTERSTATE 35 FROM THE JUNCTION OF
 AY1537'INTERSTATE 410 WEST, AT THE JUNCTION OF WEIDNER ROAD, SET VERTICALLY
 AY1537'IN THE NORTHWEST FACE OF THE NORTHWESTERNMOST CONCRETE PIER SUPPORTING
 AY1537'THE SOUTHBOUND LANES OF THE INTERSTATE, 10.1 METERS (33.0 FT)
 AY1537'NORTHEAST OF THE CENTER OF THE MEDIAN OF WEIDNER ROAD.  NOTE-PIER
 AY1537'DRILLED INTO HARD SHALE.
 AY1537'THE MARK IS 1.7 M ABOVE THE GROUND.
 AY1537
 AY1537                          STATION RECOVERY (1987)
 AY1537
 AY1537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY1537'MARK NOT FOUND.
 AY1537
 AY1537                          STATION RECOVERY (1989)
 AY1537
 AY1537'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1537'MARK NOT FOUND.
 AY1537
 AY1537                          STATION RECOVERY (1999)
 AY1537
 AY1537'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1050 ***********************************************************************
 AH1050  DESIGNATION -  C 1380
 AH1050  PID         -  AH1050
 AH1050  STATE/COUNTY-  TX/NUECES
 AH1050  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1050
 AH1050                         *CURRENT SURVEY CONTROL
 AH1050  ___________________________________________________________________
 AH1050* NAD 83(1986)-  27 39 37.     (N)    097 45 15.     (W)     SCALED    
 AH1050* NAVD 88     -        18.104  (meters)      59.40   (feet)  ADJUSTED  
 AH1050  ___________________________________________________________________
 AH1050  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH1050  DYNAMIC HT  -          18.076 (meters)      59.30  (feet)  COMP
 AH1050  MODELED GRAV-     979,108.1   (mgal)                       NAVD 88
 AH1050
 AH1050  VERT ORDER  -  FIRST     CLASS II
 AH1050
 AH1050.The horizontal coordinates were scaled from a topographic map and have
 AH1050.an estimated accuracy of +/- 6 seconds.
 AH1050
 AH1050.The orthometric height was determined by differential leveling
 AH1050.and adjusted by the National Geodetic Survey in June 1991..
 AH1050
 AH1050.The geoid height was determined by GEOID03.
 AH1050
 AH1050.The dynamic height is computed by dividing the NAVD 88
 AH1050.geopotential number by the normal gravity value computed on the
 AH1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1050.degrees latitude (g = 980.6199 gals.).
 AH1050
 AH1050.The modeled gravity was interpolated from observed gravity values.
 AH1050
 AH1050;                    North         East    Units  Estimated Accuracy
 AH1050;SPC TX S     - 5,221,100.      373,590.      MT  (+/- 180 meters Scaled)
 AH1050
 AH1050                          SUPERSEDED SURVEY CONTROL
 AH1050
 AH1050.No superseded survey control is available for this station.
 AH1050
 AH1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR228601(NAD 83)
 AH1050_MARKER: I = METAL ROD
 AH1050_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1050_SP_SET: STAINLESS STEEL ROD
 AH1050_STAMPING: C 1380 1981
 AH1050_MARK LOGO: NGS   
 AH1050_PROJECTION: RECESSED 2 CENTIMETERS
 AH1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1050_ROD/PIPE-DEPTH: 7.3  meters
 AH1050
 AH1050  HISTORY     - Date     Condition        Report By
 AH1050  HISTORY     - 1981     MONUMENTED       NGS
 AH1050  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH1050
 AH1050                          STATION DESCRIPTION
 AH1050
 AH1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1050'1.9 KM (1.15 MI) SW FROM DRISCOLL.
 AH1050'1.9 KM (1.15 MI) SOUTHWEST ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM THE
 AH1050'JUNCTION OF FARM ROAD 665 IN DRISCOLL, AT A JUNCTION OF ASPHALT ROADS
 AH1050'LEADING SOUTHEAST, 42.7 METERS (140 FT) SOUTHEAST OF THE CENTERLINE OF
 AH1050'U.S. HIGHWAY 77 NORTHBOUND, 7.9 METERS (26.0 FT) SOUTHWEST OF THE
 AH1050'APPROXIMATE CENTER OF THE ASPHALT ROAD LEADING EAST, 5.8 METERS
 AH1050'(19.11 FT) SOUTHEAST OF THE EAST END OF THE SOUTH HEADWALL OF A FOUR
 AH1050'CHANNEL BOX CULVERT UNDER THE ASPHALT ROAD, 1.3 METERS (4.2 FT) EAST
 AH1050'OF A GUYED POWERLINE POLE, 7.1 METERS (23.4 FT) WEST OF A TELEPHONE
 AH1050'UNDERGROUND CABLE JUNCTION BOX AND WOODEN POST.
 AH1050'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 AH1050'THE MARK IS 0.15 M BELOW THE ASPHALT ROAD.
 AH1050
 AH1050                          STATION RECOVERY (1997)
 AH1050
 AH1050'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1492 ***********************************************************************
 AY1492  DESIGNATION -  C 1381
 AY1492  PID         -  AY1492
 AY1492  STATE/COUNTY-  TX/WILSON
 AY1492  USGS QUAD   -  FLORESVILLE (1973)
 AY1492
 AY1492                         *CURRENT SURVEY CONTROL
 AY1492  ___________________________________________________________________
 AY1492* NAD 83(1986)-  29 11 14.     (N)    098 11 55.     (W)     SCALED    
 AY1492* NAVD 88     -       136.478  (meters)     447.76   (feet)  ADJUSTED  
 AY1492  ___________________________________________________________________
 AY1492  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY1492  DYNAMIC HT  -         136.284 (meters)     447.13  (feet)  COMP
 AY1492  MODELED GRAV-     979,213.9   (mgal)                       NAVD 88
 AY1492
 AY1492  VERT ORDER  -  FIRST     CLASS II
 AY1492
 AY1492.The horizontal coordinates were scaled from a topographic map and have
 AY1492.an estimated accuracy of +/- 6 seconds.
 AY1492
 AY1492.The orthometric height was determined by differential leveling
 AY1492.and adjusted by the National Geodetic Survey in June 1991..
 AY1492
 AY1492.The geoid height was determined by GEOID03.
 AY1492
 AY1492.The dynamic height is computed by dividing the NAVD 88
 AY1492.geopotential number by the normal gravity value computed on the
 AY1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1492.degrees latitude (g = 980.6199 gals.).
 AY1492
 AY1492.The modeled gravity was interpolated from observed gravity values.
 AY1492
 AY1492;                    North         East    Units  Estimated Accuracy
 AY1492;SPC TXSC     - 4,150,310.      677,930.      MT  (+/- 180 meters Scaled)
 AY1492
 AY1492                          SUPERSEDED SURVEY CONTROL
 AY1492
 AY1492.No superseded survey control is available for this station.
 AY1492
 AY1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT779289(NAD 83)
 AY1492_MARKER: I = METAL ROD
 AY1492_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1492_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1492_STAMPING: C 1381 1980
 AY1492_MARK LOGO: NGS   
 AY1492_PROJECTION: RECESSED 3 CENTIMETERS
 AY1492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1492+STABILITY: POSITION/ELEVATION WELL
 AY1492_ROD/PIPE-DEPTH: 14.6 meters
 AY1492_SLEEVE-DEPTH  : 9.1 meters
 AY1492
 AY1492  HISTORY     - Date     Condition        Report By
 AY1492  HISTORY     - 1980     MONUMENTED       NGS
 AY1492  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 AY1492
 AY1492                          STATION DESCRIPTION
 AY1492
 AY1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1492'7.3 KM (4.55 MI) NW FROM FLORESVILLE.
 AY1492'7.3 KM (4.55 MI) NORTHWEST ALONG U.S. HIGHWAY 181 LOOP FROM THE
 AY1492'COURTHOUSE IN FLORESVILLE, AT THE JUNCTION OF U.S. HIGHWAY 181, AT AN
 AY1492'EAST-WEST FENCE LINE, 30.2 METERS (99.0 FT) WEST-SOUTHWEST OF THE
 AY1492'CENTERLINE OF U.S. HIGHWAY 181, 22.0 METERS (72.3 FT) EAST-NORTHEAST
 AY1492'OF THE CENTERLINE OF U.S. HIGHWAY 181 LOOP, 9.7 METERS (31.7 FT)
 AY1492'NORTHEAST OF TELEPHONE JUNCTION BOX NUMBER 4/47, 10.2 METERS (33.5 FT)
 AY1492'NORTHEAST OF THE NORTHWEST CORNER FENCE POST, 11.5 METERS (37.8 FT)
 AY1492'WEST OF THE NORTHEAST CORNER FENCE POST, 2.4 METERS (7.8 FT) NORTHWEST
 AY1492'OF THE FENCE LINE.
 AY1492'THE MARK IS 2.1 METERS  NNW FROM A WITNESS POST.
 AY1492'THE MARK IS 0.6 M BELOW U.S. HIGHWAY 181 LOOP.
 AY1492
 AY1492                          STATION RECOVERY (1995)
 AY1492
 AY1492'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1922 ***********************************************************************
 AN1922  DESIGNATION -  C 1382
 AN1922  PID         -  AN1922
 AN1922  STATE/COUNTY-  TX/BEE
 AN1922  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1922
 AN1922                         *CURRENT SURVEY CONTROL
 AN1922  ___________________________________________________________________
 AN1922* NAD 83(1986)-  28 26 43.     (N)    097 45 52.     (W)     SCALED    
 AN1922* NAVD 88     -        92.645  (meters)     303.95   (feet)  ADJUSTED  
 AN1922  ___________________________________________________________________
 AN1922  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN1922  DYNAMIC HT  -          92.507 (meters)     303.50  (feet)  COMP
 AN1922  MODELED GRAV-     979,155.7   (mgal)                       NAVD 88
 AN1922
 AN1922  VERT ORDER  -  FIRST     CLASS II
 AN1922
 AN1922.The horizontal coordinates were scaled from a topographic map and have
 AN1922.an estimated accuracy of +/- 6 seconds.
 AN1922
 AN1922.The orthometric height was determined by differential leveling
 AN1922.and adjusted by the National Geodetic Survey in June 1991..
 AN1922
 AN1922.The geoid height was determined by GEOID03.
 AN1922
 AN1922.The dynamic height is computed by dividing the NAVD 88
 AN1922.geopotential number by the normal gravity value computed on the
 AN1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1922.degrees latitude (g = 980.6199 gals.).
 AN1922
 AN1922.The modeled gravity was interpolated from observed gravity values.
 AN1922
 AN1922;                    North         East    Units  Estimated Accuracy
 AN1922;SPC TXSC     - 4,068,460.      721,020.      MT  (+/- 180 meters Scaled)
 AN1922
 AN1922                          SUPERSEDED SURVEY CONTROL
 AN1922
 AN1922.No superseded survey control is available for this station.
 AN1922
 AN1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS209471(NAD 83)
 AN1922_MARKER: I = METAL ROD
 AN1922_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1922_SP_SET: STAINLESS STEEL ROD
 AN1922_STAMPING: C 1382 1981
 AN1922_MARK LOGO: NGS   
 AN1922_PROJECTION: RECESSED 5 CENTIMETERS
 AN1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1922_ROD/PIPE-DEPTH: 1.8  meters
 AN1922
 AN1922  HISTORY     - Date     Condition        Report By
 AN1922  HISTORY     - 1981     MONUMENTED       NGS
 AN1922  HISTORY     - 19960727 GOOD             USPSQD
 AN1922
 AN1922                          STATION DESCRIPTION
 AN1922
 AN1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1922'5.4 KM (3.35 MI) NNW FROM BEEVILLE.
 AN1922'5.4 KM (3.35 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 181 BUSINESS FROM
 AN1922'THE COURTHOUSE IN BEEVILLE, AT THE ARROW OIL FIELD CONSTRUCTION INC.
 AN1922'OFFICE, 15.6 METERS (51.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 AN1922'HIGHWAY, 61.5 METERS (222 FT) NORTH-NORTHWEST OF THE CENTER OF LINNEY
 AN1922'STREET, 21.9 METERS (72.5 FT) SOUTH OF THE SOUTH CORNER OF THE ARROW
 AN1922'OFFICE BUILDING, 8.3 METERS (27.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 AN1922'A DOUBLE CHAIN LINK GATE, 1.5 METERS (5 FT) SOUTHEAST OF A POWERLINE
 AN1922'POLE, 0.15 METER (0.5 FT) SOUTHWEST OF A 3-METER HIGH CHAIN LINK
 AN1922'SECURITY FENCE SURROUNDING THE ARROW PROPERTY, 3.9 METERS (13.0 FT)
 AN1922'NORTH-NORTHWEST OF A TELEPHONE WARNING SIGN AND JUNCTION BOX.  ROD WAS
 AN1922'DRIVEN TO REFUSAL.
 AN1922'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 AN1922'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AN1922
 AN1922                          STATION RECOVERY (1996)
 AN1922
 AN1922'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0411 ***********************************************************************
 CE0411  DESIGNATION -  C 1383
 CE0411  PID         -  CE0411
 CE0411  STATE/COUNTY-  TX/EL PASO
 CE0411  USGS QUAD   -  FORT BLISS NE (1995)
 CE0411
 CE0411                         *CURRENT SURVEY CONTROL
 CE0411  ___________________________________________________________________
 CE0411* NAD 83(1986)-  31 57 01.     (N)    106 21 22.     (W)     SCALED    
 CE0411* NAVD 88     -      1212.321  (meters)    3977.42   (feet)  ADJUSTED  
 CE0411  ___________________________________________________________________
 CE0411  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0411  DYNAMIC HT  -        1210.476 (meters)    3971.37  (feet)  COMP
 CE0411  MODELED GRAV-     979,076.6   (mgal)                       NAVD 88
 CE0411
 CE0411  VERT ORDER  -  FIRST     CLASS II
 CE0411
 CE0411.The horizontal coordinates were scaled from a topographic map and have
 CE0411.an estimated accuracy of +/- 6 seconds.
 CE0411
 CE0411.The orthometric height was determined by differential leveling
 CE0411.and adjusted by the National Geodetic Survey in June 1991..
 CE0411
 CE0411.The geoid height was determined by GEOID03.
 CE0411
 CE0411.The dynamic height is computed by dividing the NAVD 88
 CE0411.geopotential number by the normal gravity value computed on the
 CE0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0411.degrees latitude (g = 980.6199 gals.).
 CE0411
 CE0411.The modeled gravity was interpolated from observed gravity values.
 CE0411
 CE0411;                    North         East    Units  Estimated Accuracy
 CE0411;SPC TX C     - 3,268,580.      130,850.      MT  (+/- 180 meters Scaled)
 CE0411
 CE0411                          SUPERSEDED SURVEY CONTROL
 CE0411
 CE0411.No superseded survey control is available for this station.
 CE0411
 CE0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR718357(NAD 83)
 CE0411_MARKER: I = METAL ROD
 CE0411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0411_SP_SET: STAINLESS STEEL ROD
 CE0411_STAMPING: C 1383 1980
 CE0411_MARK LOGO: NGS   
 CE0411_PROJECTION: FLUSH
 CE0411_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0411_ROD/PIPE-DEPTH: 10.7 meters
 CE0411
 CE0411  HISTORY     - Date     Condition        Report By
 CE0411  HISTORY     - 1980     MONUMENTED       NGS
 CE0411  HISTORY     - 19920429 GOOD             USGS
 CE0411
 CE0411                          STATION DESCRIPTION
 CE0411
 CE0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CE0411'6.7 KM (4.15 MI) SW FROM NEWMAN.
 CE0411'4.6 KM (2.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE NEW
 CE0411'MEXICO-TEXAS STATE LINE IN NEWMAN, THENCE 2.1 KM (1.3 MI) SOUTHWEST
 CE0411'ALONG A PAVED ROAD, 2 POLES SOUTHWEST OF RAILROAD MILE POST 1312,
 CE0411'1 POLE NORTHEAST OF RAILROAD SIGNAL NUMBER 1311.9, 11.6 METERS
 CE0411'(38.2 FT) NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 CE0411'10.9 METERS (35.8 FT) SOUTHEAST OF THE CENTER OF THE ROAD AND 0.8
 CE0411'METER (2.7 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CE0411'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0411'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 CE0411'THE MARK IS 0.3 M BELOW THE ROAD.
 CE0411
 CE0411                          STATION RECOVERY (1992)
 CE0411
 CE0411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0405 ***********************************************************************
 CE0405  DESIGNATION -  C 1384
 CE0405  PID         -  CE0405
 CE0405  STATE/COUNTY-  TX/EL PASO
 CE0405  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0405
 CE0405                         *CURRENT SURVEY CONTROL
 CE0405  ___________________________________________________________________
 CE0405* NAD 83(1986)-  31 49 05.     (N)    106 10 34.     (W)     SCALED    
 CE0405* NAVD 88     -      1238.829  (meters)    4064.39   (feet)  ADJUSTED  
 CE0405  ___________________________________________________________________
 CE0405  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CE0405  DYNAMIC HT  -        1236.948 (meters)    4058.22  (feet)  COMP
 CE0405  MODELED GRAV-     979,078.9   (mgal)                       NAVD 88
 CE0405
 CE0405  VERT ORDER  -  FIRST     CLASS I
 CE0405
 CE0405.The horizontal coordinates were scaled from a topographic map and have
 CE0405.an estimated accuracy of +/- 6 seconds.
 CE0405
 CE0405.The orthometric height was determined by differential leveling
 CE0405.and adjusted by the National Geodetic Survey in June 1991..
 CE0405
 CE0405.The geoid height was determined by GEOID03.
 CE0405
 CE0405.The dynamic height is computed by dividing the NAVD 88
 CE0405.geopotential number by the normal gravity value computed on the
 CE0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0405.degrees latitude (g = 980.6199 gals.).
 CE0405
 CE0405.The modeled gravity was interpolated from observed gravity values.
 CE0405
 CE0405;                    North         East    Units  Estimated Accuracy
 CE0405;SPC TX C     - 3,253,030.      147,070.      MT  (+/- 180 meters Scaled)
 CE0405
 CE0405                          SUPERSEDED SURVEY CONTROL
 CE0405
 CE0405.No superseded survey control is available for this station.
 CE0405
 CE0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR886208(NAD 83)
 CE0405_MARKER: I = METAL ROD
 CE0405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0405_SP_SET: STAINLESS STEEL ROD
 CE0405_STAMPING: C 1384 1981
 CE0405_MARK LOGO: NGS   
 CE0405_PROJECTION: FLUSH
 CE0405_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0405+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0405_ROD/PIPE-DEPTH: 5.5  meters
 CE0405
 CE0405  HISTORY     - Date     Condition        Report By
 CE0405  HISTORY     - 1981     MONUMENTED       NGS
 CE0405  HISTORY     - 19921117 GOOD             NGS
 CE0405
 CE0405                          STATION DESCRIPTION
 CE0405
 CE0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0405'24.1 KM (14.95 MI) EAST FROM EL PASO.
 CE0405'THE MARK IS 0.6 M BELOW THE ROAD.
 CE0405'24.1 KM (14.95 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0405'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0405'AT THE JUNCTION OF KRAIG STREET, 22.9 METERS (75.0 FT) SOUTH OF THE
 CE0405'CENTERLINE OF THE HIGHWAY AND 13.4 METERS (44.0 FT) EAST OF THE CENTER
 CE0405'OF KRAIG STREET.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CE0405'LOGO CAP.
 CE0405'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CE0405
 CE0405                          STATION RECOVERY (1992)
 CE0405
 CE0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0405'23.8 KM (14.80 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0405'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 22.9 M (75.1 FT) SOUTH
 CE0405'OF THE HIGHWAY CENTERLINE, 13.4 M (44.0 FT) EAST OF THE CENTER OF
 CE0405'KRAIG STREET, 1.8 M (5.9 FT) EAST OF UTILITY POLE NUMBER 200 WITH 3
 CE0405'GUY CABLES, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M
 CE0405'(1.6 FT) WEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS
 CE0405'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1896 ***********************************************************************
 AN1896  DESIGNATION -  C 1385
 AN1896  PID         -  AN1896
 AN1896  STATE/COUNTY-  TX/BEE
 AN1896  USGS QUAD   -  PAPALOTE (1979)
 AN1896
 AN1896                         *CURRENT SURVEY CONTROL
 AN1896  ___________________________________________________________________
 AN1896* NAD 83(1986)-  28 08 48.     (N)    097 35 11.     (W)     SCALED    
 AN1896* NAVD 88     -        26.039  (meters)      85.43   (feet)  ADJUSTED  
 AN1896  ___________________________________________________________________
 AN1896  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1896  DYNAMIC HT  -          25.999 (meters)      85.30  (feet)  COMP
 AN1896  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 AN1896
 AN1896  VERT ORDER  -  FIRST     CLASS II
 AN1896
 AN1896.The horizontal coordinates were scaled from a topographic map and have
 AN1896.an estimated accuracy of +/- 6 seconds.
 AN1896
 AN1896.The orthometric height was determined by differential leveling
 AN1896.and adjusted by the National Geodetic Survey in June 1991..
 AN1896
 AN1896.The geoid height was determined by GEOID03.
 AN1896
 AN1896.The dynamic height is computed by dividing the NAVD 88
 AN1896.geopotential number by the normal gravity value computed on the
 AN1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1896.degrees latitude (g = 980.6199 gals.).
 AN1896
 AN1896.The modeled gravity was interpolated from observed gravity values.
 AN1896
 AN1896;                    North         East    Units  Estimated Accuracy
 AN1896;SPC TXSC     - 4,035,570.      738,860.      MT  (+/- 180 meters Scaled)
 AN1896
 AN1896                          SUPERSEDED SURVEY CONTROL
 AN1896
 AN1896.No superseded survey control is available for this station.
 AN1896
 AN1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS388142(NAD 83)
 AN1896_MARKER: I = METAL ROD
 AN1896_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1896_SP_SET: STAINLESS STEEL ROD
 AN1896_STAMPING: C 1385 1981
 AN1896_MARK LOGO: NGS   
 AN1896_PROJECTION: RECESSED 4 CENTIMETERS
 AN1896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1896_ROD/PIPE-DEPTH: 9.4  meters
 AN1896
 AN1896  HISTORY     - Date     Condition        Report By
 AN1896  HISTORY     - 1981     MONUMENTED       NGS
 AN1896  HISTORY     - 1987     GOOD             NGS
 AN1896  HISTORY     - 1990     GOOD             USPSQD
 AN1896
 AN1896                          STATION DESCRIPTION
 AN1896
 AN1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1896'14.3 KM (8.95 MI) NW FROM SINTON.
 AN1896'14.3 KM (8.95 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE POST
 AN1896'OFFICE IN SINTON, ALSO 15.5 KM (9.65 MI) SOUTHEAST ALONG U.S. HIGHWAY
 AN1896'181 FROM THE JUNCTION OF STATE HIGHWAY 359 IN SKIDMORE, AT A RANCH
 AN1896'ROAD LEADING WEST THROUGH A DOUBLE GATE, 20.1 METERS (66.0 FT)
 AN1896'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.7 METERS (22.0 FT)
 AN1896'NORTHWEST OF THE CENTER OF THE GATE, 71.6 METERS (235 FT)
 AN1896'SOUTH-SOUTHEAST OF THE TOP CENTER OF THE SOUTHWEST HEADWALL OF A
 AN1896'4.5-METER CONCRETE CULVERT UNDER THE HIGHWAY, 2.1 METERS (7.0 FT)
 AN1896'NORTH-NORTHWEST OF A POWERLINE POLE, 1.1 METERS (3.5 FT) NORTHWEST OF
 AN1896'A CORNER FENCE POST, 0.3 METER (1.0 FT) NORTHEAST OF THE RIGHT-OF-WAY
 AN1896'FENCE.
 AN1896'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AN1896'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AN1896
 AN1896                          STATION RECOVERY (1987)
 AN1896
 AN1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN1896'RECOVERED IN GOOD CONDITION.
 AN1896
 AN1896                          STATION RECOVERY (1990)
 AN1896
 AN1896'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN1896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1083 ***********************************************************************
 AH1083  DESIGNATION -  C 1387
 AH1083  PID         -  AH1083
 AH1083  STATE/COUNTY-  TX/KENEDY
 AH1083  USGS QUAD   -  SARITA (1979)
 AH1083
 AH1083                         *CURRENT SURVEY CONTROL
 AH1083  ___________________________________________________________________
 AH1083* NAD 83(1986)-  27 10 50.     (N)    097 47 37.     (W)     SCALED    
 AH1083* NAVD 88     -        13.489  (meters)      44.26   (feet)  ADJUSTED  
 AH1083  ___________________________________________________________________
 AH1083  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH1083  DYNAMIC HT  -          13.468 (meters)      44.19  (feet)  COMP
 AH1083  MODELED GRAV-     979,089.3   (mgal)                       NAVD 88
 AH1083
 AH1083  VERT ORDER  -  FIRST     CLASS II
 AH1083
 AH1083.The horizontal coordinates were scaled from a topographic map and have
 AH1083.an estimated accuracy of +/- 6 seconds.
 AH1083
 AH1083.The orthometric height was determined by differential leveling
 AH1083.and adjusted by the National Geodetic Survey in June 1991..
 AH1083
 AH1083.The geoid height was determined by GEOID03.
 AH1083
 AH1083.The dynamic height is computed by dividing the NAVD 88
 AH1083.geopotential number by the normal gravity value computed on the
 AH1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1083.degrees latitude (g = 980.6199 gals.).
 AH1083
 AH1083.The modeled gravity was interpolated from observed gravity values.
 AH1083
 AH1083;                    North         East    Units  Estimated Accuracy
 AH1083;SPC TX S     - 5,167,920.      369,990.      MT  (+/- 180 meters Scaled)
 AH1083
 AH1083                          SUPERSEDED SURVEY CONTROL
 AH1083
 AH1083.No superseded survey control is available for this station.
 AH1083
 AH1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR195070(NAD 83)
 AH1083_MARKER: I = METAL ROD
 AH1083_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1083_SP_SET: STAINLESS STEEL ROD
 AH1083_STAMPING: C 1387 1981
 AH1083_MARK LOGO: NGS   
 AH1083_PROJECTION: PROJECTING 2 CENTIMETERS
 AH1083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1083+STABILITY: POSITION/ELEVATION WELL
 AH1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1083+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AH1083_ROD/PIPE-DEPTH: 12.2 meters
 AH1083
 AH1083  HISTORY     - Date     Condition        Report By
 AH1083  HISTORY     - 1981     MONUMENTED       NGS
 AH1083  HISTORY     - 20040202 GOOD             USPSQD
 AH1083
 AH1083                          STATION DESCRIPTION
 AH1083
 AH1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1083'4.8 KM (2.95 MI) SOUTH FROM SARITA.
 AH1083'4.8 KM (2.95 MI) SOUTH ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM THE
 AH1083'JUNCTION OF A PAVED ROAD LEADING WEST TO THE POST OFFICE IN SARITA,
 AH1083'ALSO 0.32 KM (0.2 MI) SOUTH OF A ROADSIDE PARK AND 0.40 KM (0.25 MI)
 AH1083'NORTH OF A LITTER BARREL AND A HIGHWAY PULLOFF, AT THE HIGHEST POINT
 AH1083'OF A SAND KNOLL, AND NEAR A GAS PIPELINE CROSSING, 27.1 METERS
 AH1083'(90.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AH1083'HIGHWAY, 52.0 METERS (177 FT) NORTH OF A 3.0 METERS HIGH UNDERGROUND
 AH1083'CABLE TELEPHONE WARNING POST, 90.9 METERS (298.5 FT) SOUTH OF A
 AH1083'3.0 METERS HIGH UNDERGROUND TELEPHONE CABLE WARNING POST NUMBER 244,
 AH1083'17.5 METERS (57.5 FT) SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER,
 AH1083'0.15 METER (0.5 FT) EAST OF A FENCE LINE, 0.75 METER (2.5 FT) NORTH OF
 AH1083'THE HIGHEST FENCE POST OF THE SAND KNOLL.  NOTE-DESIGNATED CLASS A DUE
 AH1083'TO SOIL AND CLIMATE FACTORS.
 AH1083'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 AH1083'THE MARK IS 4.00 M ABOVE THE HIGHWAY.
 AH1083
 AH1083                          STATION RECOVERY (2004)
 AH1083
 AH1083'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1604 ***********************************************************************
 AY1604  DESIGNATION -  C 1388
 AY1604  PID         -  AY1604
 AY1604  STATE/COUNTY-  TX/MEDINA
 AY1604  USGS QUAD   -  D'HANIS (1970)
 AY1604
 AY1604                         *CURRENT SURVEY CONTROL
 AY1604  ___________________________________________________________________
 AY1604* NAD 83(1986)-  29 20 22.     (N)    099 19 28.     (W)     SCALED    
 AY1604* NAVD 88     -       292.709  (meters)     960.33   (feet)  ADJUSTED  
 AY1604  ___________________________________________________________________
 AY1604  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AY1604  DYNAMIC HT  -         292.284 (meters)     958.94  (feet)  COMP
 AY1604  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 AY1604
 AY1604  VERT ORDER  -  FIRST     CLASS II
 AY1604
 AY1604.The horizontal coordinates were scaled from a topographic map and have
 AY1604.an estimated accuracy of +/- 6 seconds.
 AY1604
 AY1604.The orthometric height was determined by differential leveling
 AY1604.and adjusted by the National Geodetic Survey in June 1991..
 AY1604
 AY1604.The geoid height was determined by GEOID03.
 AY1604
 AY1604.The dynamic height is computed by dividing the NAVD 88
 AY1604.geopotential number by the normal gravity value computed on the
 AY1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1604.degrees latitude (g = 980.6199 gals.).
 AY1604
 AY1604.The modeled gravity was interpolated from observed gravity values.
 AY1604
 AY1604;                    North         East    Units  Estimated Accuracy
 AY1604;SPC TXSC     - 4,166,960.      568,500.      MT  (+/- 180 meters Scaled)
 AY1604
 AY1604                          SUPERSEDED SURVEY CONTROL
 AY1604
 AY1604.No superseded survey control is available for this station.
 AY1604
 AY1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT685456(NAD 83)
 AY1604_MARKER: I = METAL ROD
 AY1604_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1604_SP_SET: STAINLESS STEEL ROD
 AY1604_STAMPING: C 1388 1982
 AY1604_MARK LOGO: NGS   
 AY1604_PROJECTION: FLUSH
 AY1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1604_ROD/PIPE-DEPTH: 6.7  meters
 AY1604
 AY1604  HISTORY     - Date     Condition        Report By
 AY1604  HISTORY     - 1982     MONUMENTED       NGS
 AY1604  HISTORY     - 19950519 GOOD             USPSQD
 AY1604  HISTORY     - 20021029 GOOD             USPSQD
 AY1604
 AY1604                          STATION DESCRIPTION
 AY1604
 AY1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1604'4.5 KM (2.8 MI) WNW FROM D HANIS.
 AY1604'0.16 KM (0.1 MI) NORTH NORTHWEST ALONG A PAVED STREET FROM THE POST
 AY1604'OFFICE IN D HANIS, THENCE WESTERLY ALONG AN OILED AND GRAVEL ROAD FOR
 AY1604'4.4 KM (2.7 MI), AT THE JUNCTION OF AN OILED ROAD LEADING SOUTHEAST
 AY1604'AND NORTHWEST, 11.9 METERS (39.0 FT) NORTHEAST OF AN OILED ROAD,
 AY1604'20.7 METERS (68.0 FT) NORTHWEST OF A GRAVEL ROAD, 4.3 METERS (14.0 FT)
 AY1604'NORTHWEST OF A CORNER FENCE POST, AND 0.30 METERS (1.0 FT) SOUTHWEST
 AY1604'OF A FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 AY1604'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AY1604'THE MARK IS 0.15 M BELOW OILED ROAD.
 AY1604
 AY1604                          STATION RECOVERY (1995)
 AY1604
 AY1604'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1604'RECOVERED IN GOOD CONDITION.
 AY1604
 AY1604                          STATION RECOVERY (2002)
 AY1604
 AY1604'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0824 ***********************************************************************
 CD0824  DESIGNATION -  C 1389
 CD0824  PID         -  CD0824
 CD0824  STATE/COUNTY-  TX/CULBERSON
 CD0824  USGS QUAD   -  VAN HORN (1979)
 CD0824
 CD0824                         *CURRENT SURVEY CONTROL
 CD0824  ___________________________________________________________________
 CD0824* NAD 83(1986)-  31 02 09.     (N)    104 50 38.     (W)     SCALED    
 CD0824* NAVD 88     -      1244.396  (meters)    4082.66   (feet)  ADJUSTED  
 CD0824  ___________________________________________________________________
 CD0824  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0824  DYNAMIC HT  -        1242.433 (meters)    4076.22  (feet)  COMP
 CD0824  MODELED GRAV-     979,020.2   (mgal)                       NAVD 88
 CD0824
 CD0824  VERT ORDER  -  FIRST     CLASS II
 CD0824
 CD0824.The horizontal coordinates were scaled from a topographic map and have
 CD0824.an estimated accuracy of +/- 6 seconds.
 CD0824
 CD0824.The orthometric height was determined by differential leveling
 CD0824.and adjusted by the National Geodetic Survey in June 1991..
 CD0824
 CD0824.The geoid height was determined by GEOID03.
 CD0824
 CD0824.The dynamic height is computed by dividing the NAVD 88
 CD0824.geopotential number by the normal gravity value computed on the
 CD0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0824.degrees latitude (g = 980.6199 gals.).
 CD0824
 CD0824.The modeled gravity was interpolated from observed gravity values.
 CD0824
 CD0824;                    North         East    Units  Estimated Accuracy
 CD0824;SPC TX C     - 3,160,510.      269,550.      MT  (+/- 180 meters Scaled)
 CD0824
 CD0824                          SUPERSEDED SURVEY CONTROL
 CD0824
 CD0824.No superseded survey control is available for this station.
 CD0824
 CD0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ148335(NAD 83)
 CD0824_MARKER: DB = BENCH MARK DISK
 CD0824_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0824_SP_SET: PIER
 CD0824_STAMPING: C 1389 1981
 CD0824_MARK LOGO: NGS   
 CD0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0824+STABILITY: POSITION/ELEVATION WELL
 CD0824
 CD0824  HISTORY     - Date     Condition        Report By
 CD0824  HISTORY     - 1981     MONUMENTED       NGS
 CD0824  HISTORY     - 1981     GOOD             NGS
 CD0824  HISTORY     - 1981     GOOD             NGS
 CD0824  HISTORY     - 19970915 GOOD             USPSQD
 CD0824
 CD0824                          STATION DESCRIPTION
 CD0824
 CD0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0824'IN VAN HORN.
 CD0824'IN VAN HORN, AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND LAUREL
 CD0824'STREET, SET VERTICALLY IN THE WEST FACE OF THE MOST SOUTHERLY ONE
 CD0824'OF THREE PIERS OF THE WEST BOUND LANES OF THE HIGHWAY OVERPASS AND
 CD0824'9.2 METERS (29.6 FT) EAST OF THE CENTERLINE OF THE STREET.
 CD0824'THE MARK IS 1.5 M ABOVE THE STREET.
 CD0824
 CD0824                          STATION RECOVERY (1981)
 CD0824
 CD0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0824'RECOVERED IN GOOD CONDITION.
 CD0824
 CD0824                          STATION RECOVERY (1981)
 CD0824
 CD0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0824'RECOVERED IN GOOD CONDITION.
 CD0824
 CD0824                          STATION RECOVERY (1997)
 CD0824
 CD0824'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0024 ***********************************************************************
 FL0024  DESIGNATION -  C 139 RESET 1965
 FL0024  PID         -  FL0024
 FL0024  STATE/COUNTY-  TX/HEMPHILL
 FL0024  USGS QUAD   -  YOUNG RANCH (1967)
 FL0024
 FL0024                         *CURRENT SURVEY CONTROL
 FL0024  ___________________________________________________________________
 FL0024* NAD 83(1986)-  35 43 46.     (N)    100 22 51.     (W)     SCALED    
 FL0024* NAVD 88     -       800.65   (+/-2cm)    2626.8    (feet)  VERTCON   
 FL0024  ___________________________________________________________________
 FL0024  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FL0024
 FL0024  VERT ORDER  -  THIRD (See Below)
 FL0024
 FL0024.The horizontal coordinates were scaled from a topographic map and have
 FL0024.an estimated accuracy of +/- 6 seconds.
 FL0024
 FL0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0024.The vertical order pertains to the NGVD 29 superseded value.
 FL0024
 FL0024.The geoid height was determined by GEOID03.
 FL0024
 FL0024;                    North         East    Units  Estimated Accuracy
 FL0024;SPC TX N     - 1,192,430.      301,240.      MT  (+/- 180 meters Scaled)
 FL0024
 FL0024                          SUPERSEDED SURVEY CONTROL
 FL0024
 FL0024  NGVD 29 (01/29/03)  800.30   (m)         2625.7    (f) RESET       3  
 FL0024
 FL0024.Superseded values are not recommended for survey control.
 FL0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0024.See file dsdata.txt to determine how the superseded data were derived.
 FL0024
 FL0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE751548(NAD 83)
 FL0024_MARKER: DB = BENCH MARK DISK
 FL0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0024_STAMPING: C 139 RESET 1965
 FL0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0024+STABILITY: SURFACE MOTION
 FL0024
 FL0024  HISTORY     - Date     Condition        Report By
 FL0024  HISTORY     - 1965     MONUMENTED       CGS
 FL0024
 FL0024                          STATION DESCRIPTION
 FL0024
 FL0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FL0024'12.8 MI S FROM CANADIAN.
 FL0024'ABOUT 12.8 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE TRAFFIC LIGHT
 FL0024'AT MAIN STREET AND SECOND STREET IN CANADIAN TO SITE OF BENCH MARK, 70
 FL0024'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 200 YARDS NORTH
 FL0024'FROM WHERE A POWER LINE CROSSES OVER THE HIGHWAY, 1 FOOT NORTH OF A
 FL0024'METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT BASE STATION 303 +
 FL0024'63.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS
 FL0024'ABOUT 6 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0606 ***********************************************************************
 CC0606  DESIGNATION -  C 1390
 CC0606  PID         -  CC0606
 CC0606  STATE/COUNTY-  TX/WARD
 CC0606  USGS QUAD   -  QUITO DRAW (1981)
 CC0606
 CC0606                         *CURRENT SURVEY CONTROL
 CC0606  ___________________________________________________________________
 CC0606* NAD 83(1986)-  31 28 23.     (N)    103 20 06.     (W)     SCALED    
 CC0606* NAVD 88     -       814.911  (meters)    2673.59   (feet)  ADJUSTED  
 CC0606  ___________________________________________________________________
 CC0606  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CC0606  DYNAMIC HT  -         813.727 (meters)    2669.70  (feet)  COMP
 CC0606  MODELED GRAV-     979,161.2   (mgal)                       NAVD 88
 CC0606
 CC0606  VERT ORDER  -  FIRST     CLASS II
 CC0606
 CC0606.The horizontal coordinates were scaled from a topographic map and have
 CC0606.an estimated accuracy of +/- 6 seconds.
 CC0606
 CC0606.The orthometric height was determined by differential leveling
 CC0606.and adjusted by the National Geodetic Survey in June 1991..
 CC0606
 CC0606.The geoid height was determined by GEOID03.
 CC0606
 CC0606.The dynamic height is computed by dividing the NAVD 88
 CC0606.geopotential number by the normal gravity value computed on the
 CC0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0606.degrees latitude (g = 980.6199 gals.).
 CC0606
 CC0606.The modeled gravity was interpolated from observed gravity values.
 CC0606
 CC0606;                    North         East    Units  Estimated Accuracy
 CC0606;SPC TX C     - 3,204,100.      414,810.      MT  (+/- 180 meters Scaled)
 CC0606
 CC0606                          SUPERSEDED SURVEY CONTROL
 CC0606
 CC0606.No superseded survey control is available for this station.
 CC0606
 CC0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ581832(NAD 83)
 CC0606_MARKER: DB = BENCH MARK DISK
 CC0606_SETTING: 66 = SET IN ROCK OUTCROP
 CC0606_SP_SET: ROCK OUTCROP
 CC0606_STAMPING: C 1390 1981
 CC0606_MARK LOGO: NGS   
 CC0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0606+STABILITY: POSITION/ELEVATION WELL
 CC0606
 CC0606  HISTORY     - Date     Condition        Report By
 CC0606  HISTORY     - 1981     MONUMENTED       NGS
 CC0606
 CC0606                          STATION DESCRIPTION
 CC0606
 CC0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0606'20.5 KM (12.75 MI) NE FROM PECOS.
 CC0606'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 CC0606'WITH INTERSTATE HIGHWAY 20 IN PECOS, THENCE 18.1 KM (11.25 MI)
 CC0606'NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD, 0.5 KM (0.3 MI)
 CC0606'NORTHEAST OF RAILROAD MILE POST 637, IN THE TOP OF AN EXPOSED AREA
 CC0606'OF 2X3 FOOT BEDROCK, 11.6 METERS (38.0 FT) SOUTH-SOUTHWEST OF THE
 CC0606'CENTERLINE OF U.S. HIGHWAY 80, AND 9.1 METERS (29.9 FT) NORTH OF THE
 CC0606'CENTER OF INTERSTATE HIGHWAY 20 OFF RAMP FOR THE WEST BOUND LANES.
 CC0606'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CC0606'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0573 ***********************************************************************
 CC0573  DESIGNATION -  C 1391
 CC0573  PID         -  CC0573
 CC0573  STATE/COUNTY-  TX/REEVES
 CC0573  USGS QUAD   -  SAND LAKE (1981)
 CC0573
 CC0573                         *CURRENT SURVEY CONTROL
 CC0573  ___________________________________________________________________
 CC0573* NAD 83(1986)-  31 34 23.     (N)    103 31 43.     (W)     SCALED    
 CC0573* NAVD 88     -       799.002  (meters)    2621.39   (feet)  ADJUSTED  
 CC0573  ___________________________________________________________________
 CC0573  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 CC0573  DYNAMIC HT  -         797.833 (meters)    2617.56  (feet)  COMP
 CC0573  MODELED GRAV-     979,151.2   (mgal)                       NAVD 88
 CC0573
 CC0573  VERT ORDER  -  FIRST     CLASS II
 CC0573
 CC0573.The horizontal coordinates were scaled from a topographic map and have
 CC0573.an estimated accuracy of +/- 6 seconds.
 CC0573
 CC0573.The orthometric height was determined by differential leveling
 CC0573.and adjusted by the National Geodetic Survey in June 1991..
 CC0573
 CC0573.The geoid height was determined by GEOID03.
 CC0573
 CC0573.The dynamic height is computed by dividing the NAVD 88
 CC0573.geopotential number by the normal gravity value computed on the
 CC0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0573.degrees latitude (g = 980.6199 gals.).
 CC0573
 CC0573.The modeled gravity was interpolated from observed gravity values.
 CC0573
 CC0573;                    North         East    Units  Estimated Accuracy
 CC0573;SPC TX C     - 3,215,690.      396,740.      MT  (+/- 180 meters Scaled)
 CC0573
 CC0573                          SUPERSEDED SURVEY CONTROL
 CC0573
 CC0573.No superseded survey control is available for this station.
 CC0573
 CC0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ396940(NAD 83)
 CC0573_MARKER: I = METAL ROD
 CC0573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0573_SP_SET: STAINLESS STEEL ROD
 CC0573_STAMPING: C 1391 1981
 CC0573_MARK LOGO: NGS   
 CC0573_PROJECTION: FLUSH
 CC0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0573_ROD/PIPE-DEPTH: 3.4  meters
 CC0573
 CC0573  HISTORY     - Date     Condition        Report By
 CC0573  HISTORY     - 1981     MONUMENTED       NGS
 CC0573
 CC0573                          STATION DESCRIPTION
 CC0573
 CC0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0573'16.7 KM (10.4 MI) NORTH FROM PECOS.
 CC0573'16.7 KM (10.4 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0573'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0573'PECOS, 0.2 KM (0.1 MI) NORTH OF MILE POST 261, 61.0 METERS (200.0 FT)
 CC0573'WEST OF THE NEAR RAIL, 10.2 METERS (33.5 FT) WEST OF THE CENTER OF
 CC0573'FARM ROAD 1216, 7.2 METERS (23.5 FT) SOUTH OF A FENCE CORNER, AND
 CC0573'3.8 METERS (12.5 FT) SOUTH OF THE CENTER OF A GATE AND A GRAVELED
 CC0573'ROAD LEADING WEST.  NOTE=REFUSAL WAS REACHED AT 3.4 METERS (11.0 FT).
 CC0573'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0573'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CC0573'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0843 ***********************************************************************
 CD0843  DESIGNATION -  C 1392
 CD0843  PID         -  CD0843
 CD0843  STATE/COUNTY-  TX/HUDSPETH
 CD0843  USGS QUAD   -  CORNUDAS (1984)
 CD0843
 CD0843                         *CURRENT SURVEY CONTROL
 CD0843  ___________________________________________________________________
 CD0843* NAD 83(1986)-  31 46 46.     (N)    105 28 10.     (W)     SCALED    
 CD0843* NAVD 88     -      1312.846  (meters)    4307.23   (feet)  ADJUSTED  
 CD0843  ___________________________________________________________________
 CD0843  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 CD0843  DYNAMIC HT  -        1310.848 (meters)    4300.67  (feet)  COMP
 CD0843  MODELED GRAV-     979,072.0   (mgal)                       NAVD 88
 CD0843
 CD0843  VERT ORDER  -  FIRST     CLASS II
 CD0843
 CD0843.The horizontal coordinates were scaled from a topographic map and have
 CD0843.an estimated accuracy of +/- 6 seconds.
 CD0843
 CD0843.The orthometric height was determined by differential leveling
 CD0843.and adjusted by the National Geodetic Survey in June 1991..
 CD0843
 CD0843.The geoid height was determined by GEOID03.
 CD0843
 CD0843.The dynamic height is computed by dividing the NAVD 88
 CD0843.geopotential number by the normal gravity value computed on the
 CD0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0843.degrees latitude (g = 980.6199 gals.).
 CD0843
 CD0843.The modeled gravity was interpolated from observed gravity values.
 CD0843
 CD0843;                    North         East    Units  Estimated Accuracy
 CD0843;SPC TX C     - 3,245,450.      213,700.      MT  (+/- 180 meters Scaled)
 CD0843
 CD0843                          SUPERSEDED SURVEY CONTROL
 CD0843
 CD0843.No superseded survey control is available for this station.
 CD0843
 CD0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR555160(NAD 83)
 CD0843_MARKER: I = METAL ROD
 CD0843_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0843_SP_SET: STAINLESS STEEL ROD
 CD0843_STAMPING: C 1392 1981
 CD0843_MARK LOGO: NGS   
 CD0843_PROJECTION: FLUSH
 CD0843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0843+STABILITY: POSITION/ELEVATION WELL
 CD0843_ROD/PIPE-DEPTH: 3.7  meters
 CD0843
 CD0843  HISTORY     - Date     Condition        Report By
 CD0843  HISTORY     - 1981     MONUMENTED       NGS
 CD0843
 CD0843                          STATION DESCRIPTION
 CD0843
 CD0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0843'94.8 KM (58.9 MI) EAST FROM EL PASO.
 CD0843'94.8 KM (58.9 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0843'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO, AT A
 CD0843'FENCE CORNER, 1.1 KM (0.7 MI) EAST-SOUTHEAST OF THE JUNCTION OF
 CD0843'FARM ROAD 2317, 24.0 METERS (78.8 FT) SOUTHEAST OF THE SOUTHEAST
 CD0843'CORNER OF A BRICK BUILDING, 15.4 METERS (50.5 FT) NORTH-NORTHEAST
 CD0843'OF THE CENTERLINE OF THE HIGHWAY AND 0.3 METER (1.1 FT)
 CD0843'SOUTH-SOUTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS
 CD0843'THROUGH A 5-INCH LOGO CAP.
 CD0843'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 CD0843'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0384 ***********************************************************************
 CE0384  DESIGNATION -  C 1393
 CE0384  PID         -  CE0384
 CE0384  STATE/COUNTY-  TX/EL PASO
 CE0384  USGS QUAD   -  TORNILLO (1972)
 CE0384
 CE0384                         *CURRENT SURVEY CONTROL
 CE0384  ___________________________________________________________________
 CE0384* NAD 83(1986)-  31 27 05.     (N)    106 05 46.     (W)     SCALED    
 CE0384* NAVD 88     -      1092.592  (meters)    3584.61   (feet)  ADJUSTED  
 CE0384  ___________________________________________________________________
 CE0384  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CE0384  DYNAMIC HT  -        1090.892 (meters)    3579.03  (feet)  COMP
 CE0384  MODELED GRAV-     979,047.5   (mgal)                       NAVD 88
 CE0384
 CE0384  VERT ORDER  -  FIRST     CLASS II
 CE0384
 CE0384.The horizontal coordinates were scaled from a topographic map and have
 CE0384.an estimated accuracy of +/- 6 seconds.
 CE0384
 CE0384.The orthometric height was determined by differential leveling
 CE0384.and adjusted by the National Geodetic Survey in June 1991..
 CE0384
 CE0384.The geoid height was determined by GEOID03.
 CE0384
 CE0384.The dynamic height is computed by dividing the NAVD 88
 CE0384.geopotential number by the normal gravity value computed on the
 CE0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0384.degrees latitude (g = 980.6199 gals.).
 CE0384
 CE0384.The modeled gravity was interpolated from observed gravity values.
 CE0384
 CE0384;                    North         East    Units  Estimated Accuracy
 CE0384;SPC TX C     - 3,212,030.      152,530.      MT  (+/- 180 meters Scaled)
 CE0384
 CE0384                          SUPERSEDED SURVEY CONTROL
 CE0384
 CE0384.No superseded survey control is available for this station.
 CE0384
 CE0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ958801(NAD 83)
 CE0384_MARKER: I = METAL ROD
 CE0384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0384_SP_SET: STAINLESS STEEL ROD
 CE0384_STAMPING: C 1393 1981
 CE0384_MARK LOGO: NGS   
 CE0384_PROJECTION: FLUSH
 CE0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0384_ROD/PIPE-DEPTH: 8.8  meters
 CE0384
 CE0384  HISTORY     - Date     Condition        Report By
 CE0384  HISTORY     - 1981     MONUMENTED       NGS
 CE0384
 CE0384                          STATION DESCRIPTION
 CE0384
 CE0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0384'7.9 KM (4.9 MI) SE FROM FABENS.
 CE0384'7.9 KM (4.9 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0384'OFFICE IN FABENS, 0.3 KM (0.2 MI) SOUTHEAST OF THE JUNCTION OF
 CE0384'FARM ROAD 1109, 26.3 METERS (86.3 FT) NORTHEAST OF THE CENTERLINE
 CE0384'OF THE HIGHWAY, 25.6 METERS (84.0 FT) NORTHWEST OF THE CENTER OF A
 CE0384'PAVED ROAD LEADING NORTH TO TORNILLO COTTON OIL COMPANY, 18.6 METERS
 CE0384'(61.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD
 CE0384'AND 1.8 METERS (5.9 FT) NORTHWEST OF A UTILITY POLE WITH A GUY WIRE.
 CE0384'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0384'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CE0384'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0777 ***********************************************************************
 CD0777  DESIGNATION -  C 1394
 CD0777  PID         -  CD0777
 CD0777  STATE/COUNTY-  TX/HUDSPETH
 CD0777  USGS QUAD   -  ESPERANZA (1972)
 CD0777
 CD0777                         *CURRENT SURVEY CONTROL
 CD0777  ___________________________________________________________________
 CD0777* NAD 83(1986)-  31 10 25.     (N)    105 40 55.     (W)     SCALED    
 CD0777* NAVD 88     -      1098.132  (meters)    3602.79   (feet)  ADJUSTED  
 CD0777  ___________________________________________________________________
 CD0777  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CD0777  DYNAMIC HT  -        1096.413 (meters)    3597.15  (feet)  COMP
 CD0777  MODELED GRAV-     979,038.9   (mgal)                       NAVD 88
 CD0777
 CD0777  VERT ORDER  -  FIRST     CLASS II
 CD0777
 CD0777.The horizontal coordinates were scaled from a topographic map and have
 CD0777.an estimated accuracy of +/- 6 seconds.
 CD0777
 CD0777.The orthometric height was determined by differential leveling
 CD0777.and adjusted by the National Geodetic Survey in June 1991..
 CD0777
 CD0777.The geoid height was determined by GEOID03.
 CD0777
 CD0777.The dynamic height is computed by dividing the NAVD 88
 CD0777.geopotential number by the normal gravity value computed on the
 CD0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0777.degrees latitude (g = 980.6199 gals.).
 CD0777
 CD0777.The modeled gravity was interpolated from observed gravity values.
 CD0777
 CD0777;                    North         East    Units  Estimated Accuracy
 CD0777;SPC TX C     - 3,179,310.      190,370.      MT  (+/- 180 meters Scaled)
 CD0777
 CD0777                          SUPERSEDED SURVEY CONTROL
 CD0777
 CD0777.No superseded survey control is available for this station.
 CD0777
 CD0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ350490(NAD 83)
 CD0777_MARKER: I = METAL ROD
 CD0777_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0777_SP_SET: STAINLESS STEEL ROD
 CD0777_STAMPING: C 1394 1981
 CD0777_MARK LOGO: NGS   
 CD0777_PROJECTION: FLUSH
 CD0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0777_ROD/PIPE-DEPTH: 3.7  meters
 CD0777
 CD0777  HISTORY     - Date     Condition        Report By
 CD0777  HISTORY     - 1981     MONUMENTED       NGS
 CD0777
 CD0777                          STATION DESCRIPTION
 CD0777
 CD0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0777'34.2 KM (21.25 MI) NW FROM SIERRA BLANCA.
 CD0777'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0777'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0777'SOUTH ALONG A GRAVELED ROAD, THENCE 27.8 KM (17.25 MI) NORTHWESTERLY
 CD0777'ALONG INTERSTATE HIGHWAY 10, 0.3 KM (0.2 MI) EAST OF MILEPOST 86 AND
 CD0777'33.5 METERS (110.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CD0777'LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CD0777'A 5-INCH LOGO CAP.
 CD0777'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CD0777'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0855 ***********************************************************************
 CD0855  DESIGNATION -  C 1395
 CD0855  PID         -  CD0855
 CD0855  STATE/COUNTY-  TX/CULBERSON
 CD0855  USGS QUAD   -  WILD HORSE (1979)
 CD0855
 CD0855                         *CURRENT SURVEY CONTROL
 CD0855  ___________________________________________________________________
 CD0855* NAD 83(1986)-  31 02 47.     (N)    104 42 03.     (W)     SCALED    
 CD0855* NAVD 88     -      1182.941  (meters)    3881.03   (feet)  ADJUSTED  
 CD0855  ___________________________________________________________________
 CD0855  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CD0855  DYNAMIC HT  -        1181.092 (meters)    3874.97  (feet)  COMP
 CD0855  MODELED GRAV-     979,036.9   (mgal)                       NAVD 88
 CD0855
 CD0855  VERT ORDER  -  FIRST     CLASS II
 CD0855
 CD0855.The horizontal coordinates were scaled from a topographic map and have
 CD0855.an estimated accuracy of +/- 6 seconds.
 CD0855
 CD0855.The orthometric height was determined by differential leveling
 CD0855.and adjusted by the National Geodetic Survey in June 1991..
 CD0855
 CD0855.The geoid height was determined by GEOID03.
 CD0855
 CD0855.The dynamic height is computed by dividing the NAVD 88
 CD0855.geopotential number by the normal gravity value computed on the
 CD0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0855.degrees latitude (g = 980.6199 gals.).
 CD0855
 CD0855.The modeled gravity was interpolated from observed gravity values.
 CD0855
 CD0855;                    North         East    Units  Estimated Accuracy
 CD0855;SPC TX C     - 3,161,130.      283,240.      MT  (+/- 180 meters Scaled)
 CD0855
 CD0855                          SUPERSEDED SURVEY CONTROL
 CD0855
 CD0855.No superseded survey control is available for this station.
 CD0855
 CD0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ285347(NAD 83)
 CD0855_MARKER: I = METAL ROD
 CD0855_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0855_SP_SET: STAINLESS STEEL ROD
 CD0855_STAMPING: C 1395 1981
 CD0855_MARK LOGO: NGS   
 CD0855_PROJECTION: FLUSH
 CD0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0855_ROD/PIPE-DEPTH: 3.4  meters
 CD0855
 CD0855  HISTORY     - Date     Condition        Report By
 CD0855  HISTORY     - 1981     MONUMENTED       NGS
 CD0855
 CD0855                          STATION DESCRIPTION
 CD0855
 CD0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0855'12.7 KM (7.9 MI) EAST FROM VAN HORN.
 CD0855'12.7 KM (7.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0855'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.2 KM (0.1 MI) WEST OF
 CD0855'MILE POST 148, AT A DIRT ROAD LEADING NORTH-NORTHEAST, 48.2 METERS
 CD0855'(158.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, 7.8 METERS
 CD0855'(25.5 FT) SOUTH-SOUTHEAST OF A UTILITY POLE, 4.6 METERS (15.0 FT)
 CD0855'WEST OF THE CENTER OF THE ROAD, AND 0.4 METER (1.3 FT) NORTHWEST OF
 CD0855'A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CD0855'CAP.
 CD0855'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CD0855'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0883 ***********************************************************************
 CD0883  DESIGNATION -  C 1396
 CD0883  PID         -  CD0883
 CD0883  STATE/COUNTY-  TX/CULBERSON
 CD0883  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0883
 CD0883                         *CURRENT SURVEY CONTROL
 CD0883  ___________________________________________________________________
 CD0883* NAD 83(1986)-  31 03 43.     (N)    104 17 38.     (W)     SCALED    
 CD0883* NAVD 88     -      1340.482  (meters)    4397.90   (feet)  ADJUSTED  
 CD0883  ___________________________________________________________________
 CD0883  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 CD0883  DYNAMIC HT  -        1338.386 (meters)    4391.02  (feet)  COMP
 CD0883  MODELED GRAV-     979,030.0   (mgal)                       NAVD 88
 CD0883
 CD0883  VERT ORDER  -  FIRST     CLASS II
 CD0883
 CD0883.The horizontal coordinates were scaled from a topographic map and have
 CD0883.an estimated accuracy of +/- 6 seconds.
 CD0883
 CD0883.The orthometric height was determined by differential leveling
 CD0883.and adjusted by the National Geodetic Survey in June 1991..
 CD0883
 CD0883.The geoid height was determined by GEOID03.
 CD0883
 CD0883.The dynamic height is computed by dividing the NAVD 88
 CD0883.geopotential number by the normal gravity value computed on the
 CD0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0883.degrees latitude (g = 980.6199 gals.).
 CD0883
 CD0883.The modeled gravity was interpolated from observed gravity values.
 CD0883
 CD0883;                    North         East    Units  Estimated Accuracy
 CD0883;SPC TX C     - 3,161,400.      322,120.      MT  (+/- 180 meters Scaled)
 CD0883
 CD0883                          SUPERSEDED SURVEY CONTROL
 CD0883
 CD0883.No superseded survey control is available for this station.
 CD0883
 CD0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ673366(NAD 83)
 CD0883_MARKER: I = METAL ROD
 CD0883_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0883+WITH SETTING: INFORMATION.
 CD0883_SP_SET: SHALLOW SET METAL ROD
 CD0883_STAMPING: C 1396 1981
 CD0883_MARK LOGO: NGS   
 CD0883_PROJECTION: FLUSH
 CD0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CD0883+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 CD0883_ROD/PIPE-DEPTH: 0.9  meters
 CD0883
 CD0883  HISTORY     - Date     Condition        Report By
 CD0883  HISTORY     - 1981     MONUMENTED       NGS
 CD0883  HISTORY     - 20030908 GOOD             USPSQD
 CD0883  HISTORY     - 20051107 GOOD             USPSQD
 CD0883
 CD0883                          STATION DESCRIPTION
 CD0883
 CD0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0883'7.4 KM (4.6 MI) WEST FROM KENT.
 CD0883'7.4 KM (4.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0883'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 0.3 KM
 CD0883'(0.2 MI) EAST OF MILE POST 172, AND 42.0 METERS (137.9 FT)
 CD0883'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CD0883'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CD0883'CAP.
 CD0883'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST AND FENCE
 CD0883'THE MARK IS 2.5 M BELOW THE HIGHWAY.
 CD0883
 CD0883                          STATION RECOVERY (2003)
 CD0883
 CD0883'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 CD0883'WITNESS POST AND SIGN IN FAIR CONDITION.
 CD0883
 CD0883                          STATION RECOVERY (2005)
 CD0883
 CD0883'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJ)
 CD0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0586 ***********************************************************************
 CC0586  DESIGNATION -  C 1397
 CC0586  PID         -  CC0586
 CC0586  STATE/COUNTY-  TX/REEVES
 CC0586  USGS QUAD   -  GOZAR (1970)
 CC0586
 CC0586                         *CURRENT SURVEY CONTROL
 CC0586  ___________________________________________________________________
 CC0586* NAD 83(1986)-  31 12 11.     (N)    103 55 38.     (W)     SCALED    
 CC0586* NAVD 88     -      1007.165  (meters)    3304.34   (feet)  ADJUSTED  
 CC0586  ___________________________________________________________________
 CC0586  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CC0586  DYNAMIC HT  -        1005.669 (meters)    3299.43  (feet)  COMP
 CC0586  MODELED GRAV-     979,121.0   (mgal)                       NAVD 88
 CC0586
 CC0586  VERT ORDER  -  FIRST     CLASS II
 CC0586
 CC0586.The horizontal coordinates were scaled from a topographic map and have
 CC0586.an estimated accuracy of +/- 6 seconds.
 CC0586
 CC0586.The orthometric height was determined by differential leveling
 CC0586.and adjusted by the National Geodetic Survey in June 1991..
 CC0586
 CC0586.The geoid height was determined by GEOID03.
 CC0586
 CC0586.The dynamic height is computed by dividing the NAVD 88
 CC0586.geopotential number by the normal gravity value computed on the
 CC0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0586.degrees latitude (g = 980.6199 gals.).
 CC0586
 CC0586.The modeled gravity was interpolated from observed gravity values.
 CC0586
 CC0586;                    North         East    Units  Estimated Accuracy
 CC0586;SPC TX C     - 3,175,850.      357,600.      MT  (+/- 180 meters Scaled)
 CC0586
 CC0586                          SUPERSEDED SURVEY CONTROL
 CC0586
 CC0586.No superseded survey control is available for this station.
 CC0586
 CC0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ021526(NAD 83)
 CC0586_MARKER: I = METAL ROD
 CC0586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0586+WITH SETTING: INFORMATION.
 CC0586_SP_SET: SHALLOW SET METAL ROD
 CC0586_STAMPING: C 1397 1981
 CC0586_MARK LOGO: NGS   
 CC0586_PROJECTION: FLUSH
 CC0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0586_ROD/PIPE-DEPTH: 1.2  meters
 CC0586
 CC0586  HISTORY     - Date     Condition        Report By
 CC0586  HISTORY     - 1981     MONUMENTED       NGS
 CC0586  HISTORY     - 19901117 GOOD             USPSQD
 CC0586
 CC0586                          STATION DESCRIPTION
 CC0586
 CC0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0586'18.1 KM (11.25 MI) SW FROM TOYAH.
 CC0586'18.1 KM (11.25 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0586'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 1.0 KM (0.6 MI) SOUTHWEST OF
 CC0586'MILE POST 12, 0.6 KM (0.4 MI) NORTHEAST OF MILE POST 11, AND 8.2
 CC0586'METERS (27.0 FT) NORTHWEST OF THE CENTER OF A FRONTAGE ROAD.
 CC0586'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0586'ROD WAS DRIVEN TO REFUSAL AT 4.0 FT.
 CC0586'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CC0586'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CC0586
 CC0586                          STATION RECOVERY (1990)
 CC0586
 CC0586'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CC0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0341 ***********************************************************************
 BQ0341  DESIGNATION -  C 1398
 BQ0341  PID         -  BQ0341
 BQ0341  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0341  USGS QUAD   -  CHISPA MOUNTAIN (1972)
 BQ0341
 BQ0341                         *CURRENT SURVEY CONTROL
 BQ0341  ___________________________________________________________________
 BQ0341* NAD 83(1986)-  30 45 46.     (N)    104 43 13.     (W)     SCALED    
 BQ0341* NAVD 88     -      1241.745  (meters)    4073.96   (feet)  ADJUSTED  
 BQ0341  ___________________________________________________________________
 BQ0341  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 BQ0341  DYNAMIC HT  -        1239.755 (meters)    4067.43  (feet)  COMP
 BQ0341  MODELED GRAV-     978,996.3   (mgal)                       NAVD 88
 BQ0341
 BQ0341  VERT ORDER  -  FIRST     CLASS II
 BQ0341
 BQ0341.The horizontal coordinates were scaled from a topographic map and have
 BQ0341.an estimated accuracy of +/- 6 seconds.
 BQ0341
 BQ0341.The orthometric height was determined by differential leveling
 BQ0341.and adjusted by the National Geodetic Survey in June 1991..
 BQ0341
 BQ0341.The geoid height was determined by GEOID03.
 BQ0341
 BQ0341.The dynamic height is computed by dividing the NAVD 88
 BQ0341.geopotential number by the normal gravity value computed on the
 BQ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0341.degrees latitude (g = 980.6199 gals.).
 BQ0341
 BQ0341.The modeled gravity was interpolated from observed gravity values.
 BQ0341
 BQ0341;                    North         East    Units  Estimated Accuracy
 BQ0341;SPC TX C     - 3,129,790.      280,150.      MT  (+/- 180 meters Scaled)
 BQ0341
 BQ0341                          SUPERSEDED SURVEY CONTROL
 BQ0341
 BQ0341.No superseded survey control is available for this station.
 BQ0341
 BQ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ267033(NAD 83)
 BQ0341_MARKER: I = METAL ROD
 BQ0341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0341_SP_SET: STAINLESS STEEL ROD
 BQ0341_STAMPING: C 1398 1981
 BQ0341_MARK LOGO: NGS   
 BQ0341_PROJECTION: FLUSH
 BQ0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0341_ROD/PIPE-DEPTH: 4.3  meters
 BQ0341
 BQ0341  HISTORY     - Date     Condition        Report By
 BQ0341  HISTORY     - 1981     MONUMENTED       NGS
 BQ0341  HISTORY     - 19961009 GOOD             USPSQD
 BQ0341
 BQ0341                          STATION DESCRIPTION
 BQ0341
 BQ0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0341'28.3 KM (17.6 MI) NW FROM VALENTINE.
 BQ0341'28.3 KM (17.6 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0341'IN VALENTINE, 57.6 METERS (189.0 FT) SOUTHWEST AND ACROSS THE HIGHWAY
 BQ0341'FROM RAILROAD MILE POST 686, 28.8 METERS (94.4 FT) NORTHWEST OF A
 BQ0341'UTILITY POLE, 17.3 METERS (56.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 BQ0341'HIGHWAY, AND 1.1 METERS (3.5 FT) EAST-SOUTHEAST OF A UTILITY POLE.
 BQ0341'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL
 BQ0341'WAS REACHED AT 14.0 FT.
 BQ0341'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0341'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BQ0341
 BQ0341                          STATION RECOVERY (1996)
 BQ0341
 BQ0341'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0365 ***********************************************************************
 BQ0365  DESIGNATION -  C 1399
 BQ0365  PID         -  BQ0365
 BQ0365  STATE/COUNTY-  TX/PRESIDIO
 BQ0365  USGS QUAD   -  MARFA (1983)
 BQ0365
 BQ0365                         *CURRENT SURVEY CONTROL
 BQ0365  ___________________________________________________________________
 BQ0365* NAD 83(1986)-  30 18 18.     (N)    104 02 38.     (W)     SCALED    
 BQ0365* NAVD 88     -      1443.746  (meters)    4736.69   (feet)  ADJUSTED  
 BQ0365  ___________________________________________________________________
 BQ0365  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BQ0365  DYNAMIC HT  -        1441.336 (meters)    4728.78  (feet)  COMP
 BQ0365  MODELED GRAV-     978,922.0   (mgal)                       NAVD 88
 BQ0365
 BQ0365  VERT ORDER  -  FIRST     CLASS II
 BQ0365
 BQ0365.The horizontal coordinates were scaled from a topographic map and have
 BQ0365.an estimated accuracy of +/- 6 seconds.
 BQ0365
 BQ0365.The orthometric height was determined by differential leveling
 BQ0365.and adjusted by the National Geodetic Survey in June 1991..
 BQ0365
 BQ0365.The geoid height was determined by GEOID03.
 BQ0365
 BQ0365.The dynamic height is computed by dividing the NAVD 88
 BQ0365.geopotential number by the normal gravity value computed on the
 BQ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0365.degrees latitude (g = 980.6199 gals.).
 BQ0365
 BQ0365.The modeled gravity was interpolated from observed gravity values.
 BQ0365
 BQ0365;                    North         East    Units  Estimated Accuracy
 BQ0365;SPC TXSC     - 4,284,400.      114,980.      MT  (+/- 180 meters Scaled)
 BQ0365
 BQ0365                          SUPERSEDED SURVEY CONTROL
 BQ0365
 BQ0365.No superseded survey control is available for this station.
 BQ0365
 BQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP919529(NAD 83)
 BQ0365_MARKER: I = METAL ROD
 BQ0365_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0365+WITH SETTING: INFORMATION.
 BQ0365_SP_SET: SHALLOW SET METAL ROD
 BQ0365_STAMPING: C 1399 1981
 BQ0365_MARK LOGO: NGS   
 BQ0365_PROJECTION: FLUSH
 BQ0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0365_ROD/PIPE-DEPTH: 1.8  meters
 BQ0365
 BQ0365  HISTORY     - Date     Condition        Report By
 BQ0365  HISTORY     - 1981     MONUMENTED       NGS
 BQ0365  HISTORY     - 1989     GOOD             USPSQD
 BQ0365  HISTORY     - 19961009 GOOD             USPSQD
 BQ0365
 BQ0365                          STATION DESCRIPTION
 BQ0365
 BQ0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0365'2.7 KM (1.65 MI) NW FROM MARFA.
 BQ0365'2.7 KM (1.65 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 BQ0365'WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, 35.1 METERS (115.0
 BQ0365'FT) EAST OF THE SOUTHEAST CORNER OF THE STARDUST MOTEL, 16.2 METERS
 BQ0365'(53.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 BQ0365'HIGHWAY, 2.4 METERS (8.0 FT) WEST-NORTHWEST OF A FIELD ROAD, 0.9 METER
 BQ0365'(3.1 FT) SOUTHWEST OF A FENCE CORNER, AND 0.4 METER (1.3 FT)
 BQ0365'WEST-NORTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 BQ0365'A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 6.0 FT.
 BQ0365'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 BQ0365'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BQ0365
 BQ0365                          STATION RECOVERY (1989)
 BQ0365
 BQ0365'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0365'RECOVERED IN GOOD CONDITION.
 BQ0365
 BQ0365                          STATION RECOVERY (1996)
 BQ0365
 BQ0365'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0332 ***********************************************************************
 CU0332  DESIGNATION -  C 14
 CU0332  PID         -  CU0332
 CU0332  STATE/COUNTY-  TX/MITCHELL
 CU0332  USGS QUAD   -  CEDAR BEND (1979)
 CU0332
 CU0332                         *CURRENT SURVEY CONTROL
 CU0332  ___________________________________________________________________
 CU0332* NAD 83(1986)-  32 22 51.     (N)    100 56 31.     (W)     SCALED    
 CU0332* NAVD 88     -       636.626  (meters)    2088.66   (feet)  ADJUSTED  
 CU0332  ___________________________________________________________________
 CU0332  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CU0332  DYNAMIC HT  -         635.775 (meters)    2085.87  (feet)  COMP
 CU0332  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 CU0332
 CU0332  VERT ORDER  -  FIRST     CLASS II
 CU0332
 CU0332.The horizontal coordinates were scaled from a topographic map and have
 CU0332.an estimated accuracy of +/- 6 seconds.
 CU0332
 CU0332.The orthometric height was determined by differential leveling
 CU0332.and adjusted by the National Geodetic Survey in June 1991..
 CU0332
 CU0332.The geoid height was determined by GEOID03.
 CU0332
 CU0332.The dynamic height is computed by dividing the NAVD 88
 CU0332.geopotential number by the normal gravity value computed on the
 CU0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0332.degrees latitude (g = 980.6199 gals.).
 CU0332
 CU0332.The modeled gravity was interpolated from observed gravity values.
 CU0332
 CU0332;                    North         East    Units  Estimated Accuracy
 CU0332;SPC TXNC     - 2,081,870.      370,250.      MT  (+/- 180 meters Scaled)
 CU0332
 CU0332                          SUPERSEDED SURVEY CONTROL
 CU0332
 CU0332  NGVD 29 (??/??/92)  636.414  (m)         2087.97   (f) ADJ UNCH    1 2
 CU0332
 CU0332.Superseded values are not recommended for survey control.
 CU0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0332.See file dsdata.txt to determine how the superseded data were derived.
 CU0332
 CU0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA173843(NAD 83)
 CU0332_MARKER: P = PIPE CAP
 CU0332_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0332_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0332_STAMPING: C 14 ELEV 2087.968 FT
 CU0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0332
 CU0332  HISTORY     - Date     Condition        Report By
 CU0332  HISTORY     - UNK      MONUMENTED       CGS
 CU0332  HISTORY     - 1956     GOOD             NGS
 CU0332
 CU0332                          STATION DESCRIPTION
 CU0332
 CU0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0332'4.45 MI NE FROM WESTBROOK.
 CU0332'4.45 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0332'SECTION FOREMANS HOUSE AT WESTBROOK, 16 POLES NORTHEAST OF MILEPOST
 CU0332'481, 2 POLES NORTHEAST OF THE TOP OF A SMALL HILL, 114 FEET SOUTHWEST
 CU0332'OF A FENCE CORNER, 48 FEET NORTHWEST OF THE NORTHWEST RAIL, 7 FEET
 CU0332'SOUTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A WITNESS POST, SCREWED ON
 CU0332'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.7 FOOT ABOVE THE
 CU0332'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0191 ***********************************************************************
 EN0191  DESIGNATION -  C 140
 EN0191  PID         -  EN0191
 EN0191  STATE/COUNTY-  TX/HALL
 EN0191  USGS QUAD   -  PARNELL (1985)
 EN0191
 EN0191                         *CURRENT SURVEY CONTROL
 EN0191  ___________________________________________________________________
 EN0191* NAD 83(1986)-  34 32 11.     (N)    100 33 42.     (W)     SCALED    
 EN0191* NAVD 88     -       581.805  (meters)    1908.81   (feet)  ADJUSTED  
 EN0191  ___________________________________________________________________
 EN0191  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 EN0191  DYNAMIC HT  -         581.142 (meters)    1906.63  (feet)  COMP
 EN0191  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 EN0191
 EN0191  VERT ORDER  -  FIRST     CLASS II
 EN0191
 EN0191.The horizontal coordinates were scaled from a topographic map and have
 EN0191.an estimated accuracy of +/- 6 seconds.
 EN0191
 EN0191.The orthometric height was determined by differential leveling
 EN0191.and adjusted by the National Geodetic Survey in June 1991..
 EN0191
 EN0191.The geoid height was determined by GEOID03.
 EN0191
 EN0191.The dynamic height is computed by dividing the NAVD 88
 EN0191.geopotential number by the normal gravity value computed on the
 EN0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0191.degrees latitude (g = 980.6199 gals.).
 EN0191
 EN0191.The modeled gravity was interpolated from observed gravity values.
 EN0191
 EN0191;                    North         East    Units  Estimated Accuracy
 EN0191;SPC TX N     - 1,059,920.      286,140.      MT  (+/- 180 meters Scaled)
 EN0191
 EN0191                          SUPERSEDED SURVEY CONTROL
 EN0191
 EN0191  NGVD 29 (??/??/92)  581.530  (m)         1907.90   (f) ADJ UNCH    1 2
 EN0191
 EN0191.Superseded values are not recommended for survey control.
 EN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0191.See file dsdata.txt to determine how the superseded data were derived.
 EN0191
 EN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD566227(NAD 83)
 EN0191_MARKER: DB = BENCH MARK DISK
 EN0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0191_STAMPING: 1907.903 C 140 1933
 EN0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0191+STABILITY: SURFACE MOTION
 EN0191
 EN0191  HISTORY     - Date     Condition        Report By
 EN0191  HISTORY     - 1933     MONUMENTED       CGS
 EN0191  HISTORY     - 1934     GOOD             NGS
 EN0191  HISTORY     - 1982     MARK NOT FOUND   USGS
 EN0191
 EN0191                          STATION DESCRIPTION
 EN0191
 EN0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0191'7.9 MI SW FROM ESTELLINE.
 EN0191'7.9 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0191'THE STATION AT ESTELLINE, HALL COUNTY, AT STATION 402+50 (MILEAGE
 EN0191'244.68), 22 FEET WEST OF THE NORTHEAST CORNER OF THE C. L. SLOAN
 EN0191'BARNYARD, 47 FEET SOUTH OF THE TRACK, AND 5 FEET NORTH OF THE
 EN0191'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1907.903 C 140 1933 AND
 EN0191'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 EN0191'GROUND.
 EN0191
 EN0191                          STATION RECOVERY (1934)
 EN0191
 EN0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0191'RECOVERED IN GOOD CONDITION.
 EN0191
 EN0191                          STATION RECOVERY (1982)
 EN0191
 EN0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EN0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0222 ***********************************************************************
 BB0222  DESIGNATION -  C 1400
 BB0222  PID         -  BB0222
 BB0222  STATE/COUNTY-  TX/PRESIDIO
 BB0222  USGS QUAD   -  CERROS PRIETOS (1983)
 BB0222
 BB0222                         *CURRENT SURVEY CONTROL
 BB0222  ___________________________________________________________________
 BB0222* NAD 83(1986)-  29 56 58.     (N)    104 14 11.     (W)     SCALED    
 BB0222* NAVD 88     -      1437.529  (meters)    4716.29   (feet)  ADJUSTED  
 BB0222  ___________________________________________________________________
 BB0222  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BB0222  DYNAMIC HT  -        1435.088 (meters)    4708.28  (feet)  COMP
 BB0222  MODELED GRAV-     978,893.4   (mgal)                       NAVD 88
 BB0222
 BB0222  VERT ORDER  -  FIRST     CLASS II
 BB0222
 BB0222.The horizontal coordinates were scaled from a topographic map and have
 BB0222.an estimated accuracy of +/- 6 seconds.
 BB0222
 BB0222.The orthometric height was determined by differential leveling
 BB0222.and adjusted by the National Geodetic Survey in June 1991..
 BB0222
 BB0222.The geoid height was determined by GEOID03.
 BB0222
 BB0222.The dynamic height is computed by dividing the NAVD 88
 BB0222.geopotential number by the normal gravity value computed on the
 BB0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0222.degrees latitude (g = 980.6199 gals.).
 BB0222
 BB0222.The modeled gravity was interpolated from observed gravity values.
 BB0222
 BB0222;                    North         East    Units  Estimated Accuracy
 BB0222;SPC TXSC     - 4,245,840.       94,710.      MT  (+/- 180 meters Scaled)
 BB0222
 BB0222                          SUPERSEDED SURVEY CONTROL
 BB0222
 BB0222.No superseded survey control is available for this station.
 BB0222
 BB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP736134(NAD 83)
 BB0222_MARKER: I = METAL ROD
 BB0222_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BB0222+WITH SETTING: INFORMATION.
 BB0222_SP_SET: SHALLOW SET METAL ROD
 BB0222_STAMPING: C 1400 1981
 BB0222_MARK LOGO: NGS   
 BB0222_PROJECTION: FLUSH
 BB0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BB0222+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2002
 BB0222_ROD/PIPE-DEPTH: 1.5  meters
 BB0222
 BB0222  HISTORY     - Date     Condition        Report By
 BB0222  HISTORY     - 1981     MONUMENTED       NGS
 BB0222  HISTORY     - 19961010 GOOD             USPSQD
 BB0222  HISTORY     - 20020205 GOOD             USPSQD
 BB0222
 BB0222                          STATION DESCRIPTION
 BB0222
 BB0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0222'17.3 KM (10.75 MI) NE FROM SHAFTER.
 BB0222'17.3 KM (10.75 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0222'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.4 KM (0.25 MI)
 BB0222'SOUTHWEST OF A GRAVELED ROAD LEADING SOUTHEAST, 0.2 KM (0.1 MI)
 BB0222'SOUTHWEST OF THE SOUTHWEST END OF A CURVE, 67.7 METERS (222.0 FT)
 BB0222'NORTHEAST OF A POST AND SIGN (DEER XING), AND 14.7 METERS (48.1 FT)
 BB0222'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 BB0222'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS
 BB0222'REACHED AT 5.0 FT.
 BB0222'THE MARK IS 0.5 METERS  SSE FROM  A WITNESS POST AND FENCE
 BB0222'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BB0222
 BB0222                          STATION RECOVERY (1996)
 BB0222
 BB0222'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0222'RECOVERED IN GOOD CONDITION.
 BB0222
 BB0222                          STATION RECOVERY (2002)
 BB0222
 BB0222'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BB0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0246 ***********************************************************************
 BB0246  DESIGNATION -  C 1401
 BB0246  PID         -  BB0246
 BB0246  STATE/COUNTY-  TX/PRESIDIO
 BB0246  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0246
 BB0246                         *CURRENT SURVEY CONTROL
 BB0246  ___________________________________________________________________
 BB0246* NAD 83(1986)-  29 35 43.     (N)    104 22 02.     (W)     SCALED    
 BB0246* NAVD 88     -       844.884  (meters)    2771.92   (feet)  ADJUSTED  
 BB0246  ___________________________________________________________________
 BB0246  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 BB0246  DYNAMIC HT  -         843.511 (meters)    2767.42  (feet)  COMP
 BB0246  MODELED GRAV-     978,990.7   (mgal)                       NAVD 88
 BB0246
 BB0246  VERT ORDER  -  FIRST     CLASS II
 BB0246
 BB0246.The horizontal coordinates were scaled from a topographic map and have
 BB0246.an estimated accuracy of +/- 6 seconds.
 BB0246
 BB0246.The orthometric height was determined by differential leveling
 BB0246.and adjusted by the National Geodetic Survey in June 1991..
 BB0246
 BB0246.The geoid height was determined by GEOID03.
 BB0246
 BB0246.The dynamic height is computed by dividing the NAVD 88
 BB0246.geopotential number by the normal gravity value computed on the
 BB0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0246.degrees latitude (g = 980.6199 gals.).
 BB0246
 BB0246.The modeled gravity was interpolated from observed gravity values.
 BB0246
 BB0246;                    North         East    Units  Estimated Accuracy
 BB0246;SPC TXSC     - 4,207,200.       80,300.      MT  (+/- 180 meters Scaled)
 BB0246
 BB0246                          SUPERSEDED SURVEY CONTROL
 BB0246
 BB0246.No superseded survey control is available for this station.
 BB0246
 BB0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN612741(NAD 83)
 BB0246_MARKER: I = METAL ROD
 BB0246_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BB0246+WITH SETTING: INFORMATION.
 BB0246_SP_SET: SHALLOW SET METAL ROD
 BB0246_STAMPING: C 1401 1981
 BB0246_MARK LOGO: NGS   
 BB0246_PROJECTION: FLUSH
 BB0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0246_ROD/PIPE-DEPTH: 2.4  meters
 BB0246
 BB0246  HISTORY     - Date     Condition        Report By
 BB0246  HISTORY     - 1981     MONUMENTED       NGS
 BB0246  HISTORY     - 19961010 GOOD             USPSQD
 BB0246
 BB0246                          STATION DESCRIPTION
 BB0246
 BB0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0246'3.9 KM (2.45 MI) NORTH FROM PRESIDIO.
 BB0246'3.9 KM (2.45 MI) NORTH ALONG U.S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0246'WITH FARM ROAD 170 IN PRESIDIO, 0.4 KM (0.25 MI) NORTH OF A GRAVELED
 BB0246'ROAD LEADING SOUTHWEST, AT A POWERLINE CROSSING, 32.3 METERS (106.0
 BB0246'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.7 METERS (9.0 FT)
 BB0246'NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BB0246'5-INCH LOGO CAP.
 BB0246'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BB0246'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BB0246
 BB0246                          STATION RECOVERY (1996)
 BB0246
 BB0246'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0710 ***********************************************************************
 BP0710  DESIGNATION -  C 1402
 BP0710  PID         -  BP0710
 BP0710  STATE/COUNTY-  TX/BREWSTER
 BP0710  USGS QUAD   -  ELAM MOUNTAIN (1972)
 BP0710
 BP0710                         *CURRENT SURVEY CONTROL
 BP0710  ___________________________________________________________________
 BP0710* NAD 83(1986)-  30 22 58.     (N)    103 33 23.     (W)     SCALED    
 BP0710* NAVD 88     -      1350.414  (meters)    4430.48   (feet)  ADJUSTED  
 BP0710  ___________________________________________________________________
 BP0710  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 BP0710  DYNAMIC HT  -        1348.216 (meters)    4423.27  (feet)  COMP
 BP0710  MODELED GRAV-     978,966.7   (mgal)                       NAVD 88
 BP0710
 BP0710  VERT ORDER  -  FIRST     CLASS II
 BP0710
 BP0710.The horizontal coordinates were scaled from a topographic map and have
 BP0710.an estimated accuracy of +/- 6 seconds.
 BP0710
 BP0710.The orthometric height was determined by differential leveling
 BP0710.and adjusted by the National Geodetic Survey in June 1991..
 BP0710
 BP0710.The geoid height was determined by GEOID03.
 BP0710
 BP0710.The dynamic height is computed by dividing the NAVD 88
 BP0710.geopotential number by the normal gravity value computed on the
 BP0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0710.degrees latitude (g = 980.6199 gals.).
 BP0710
 BP0710.The modeled gravity was interpolated from observed gravity values.
 BP0710
 BP0710;                    North         East    Units  Estimated Accuracy
 BP0710;SPC TXSC     - 4,291,090.      162,170.      MT  (+/- 180 meters Scaled)
 BP0710
 BP0710                          SUPERSEDED SURVEY CONTROL
 BP0710
 BP0710.No superseded survey control is available for this station.
 BP0710
 BP0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP387620(NAD 83)
 BP0710_MARKER: I = METAL ROD
 BP0710_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0710+WITH SETTING: INFORMATION.
 BP0710_SP_SET: SHALLOW SET METAL ROD
 BP0710_STAMPING: C 1402 1981
 BP0710_MARK LOGO: NGS   
 BP0710_PROJECTION: FLUSH
 BP0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0710_ROD/PIPE-DEPTH: 1.5  meters
 BP0710
 BP0710  HISTORY     - Date     Condition        Report By
 BP0710  HISTORY     - 1981     MONUMENTED       NGS
 BP0710
 BP0710                          STATION DESCRIPTION
 BP0710
 BP0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0710'11.5 KM (7.15 MI) NE FROM ALPINE.
 BP0710'5.1 KM (3.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0710'THE RAILROAD STATION IN ALPINE, THENCE 6.4 KM (4.0 MI) EASTERLY ALONG
 BP0710'U.S. HIGHWAY 90, 17.8 METERS (58.4 FT) SOUTH OF THE CENTERLINE OF THE
 BP0710'HIGHWAY AND 6.1 METERS (20.0 FT) WEST OF THE CENTER OF A FIELD
 BP0710'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BP0710'CAP.
 BP0710'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0710'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0734 ***********************************************************************
 BP0734  DESIGNATION -  C 1403
 BP0734  PID         -  BP0734
 BP0734  STATE/COUNTY-  TX/BREWSTER
 BP0734  USGS QUAD   -  MARATHON (1983)
 BP0734
 BP0734                         *CURRENT SURVEY CONTROL
 BP0734  ___________________________________________________________________
 BP0734* NAD 83(1986)-  30 12 45.     (N)    103 07 58.     (W)     SCALED    
 BP0734* NAVD 88     -      1251.250  (meters)    4105.14   (feet)  ADJUSTED  
 BP0734  ___________________________________________________________________
 BP0734  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BP0734  DYNAMIC HT  -        1249.209 (meters)    4098.45  (feet)  COMP
 BP0734  MODELED GRAV-     978,967.9   (mgal)                       NAVD 88
 BP0734
 BP0734  VERT ORDER  -  FIRST     CLASS II
 BP0734
 BP0734.The horizontal coordinates were scaled from a topographic map and have
 BP0734.an estimated accuracy of +/- 6 seconds.
 BP0734
 BP0734.The orthometric height was determined by differential leveling
 BP0734.and adjusted by the National Geodetic Survey in June 1991..
 BP0734
 BP0734.The geoid height was determined by GEOID03.
 BP0734
 BP0734.The dynamic height is computed by dividing the NAVD 88
 BP0734.geopotential number by the normal gravity value computed on the
 BP0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0734.degrees latitude (g = 980.6199 gals.).
 BP0734
 BP0734.The modeled gravity was interpolated from observed gravity values.
 BP0734
 BP0734;                    North         East    Units  Estimated Accuracy
 BP0734;SPC TXSC     - 4,270,710.      202,190.      MT  (+/- 180 meters Scaled)
 BP0734
 BP0734                          SUPERSEDED SURVEY CONTROL
 BP0734
 BP0734.No superseded survey control is available for this station.
 BP0734
 BP0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP797438(NAD 83)
 BP0734_MARKER: I = METAL ROD
 BP0734_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0734_SP_SET: STAINLESS STEEL ROD
 BP0734_STAMPING: C 1403 1981
 BP0734_MARK LOGO: NGS   
 BP0734_PROJECTION: FLUSH
 BP0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0734_ROD/PIPE-DEPTH: 3.4  meters
 BP0734
 BP0734  HISTORY     - Date     Condition        Report By
 BP0734  HISTORY     - 1981     MONUMENTED       NGS
 BP0734  HISTORY     - 20010331 GOOD             NGS
 BP0734
 BP0734                          STATION DESCRIPTION
 BP0734
 BP0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0734'11.0 KM (6.85 MI) EAST FROM MARATHON.
 BP0734'11.0 KM (6.85 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0734'IN MARATHON, 0.2 KM (0.1 MI) EAST OF A MULTI-BOX CULVERT, 22.9 METERS
 BP0734'(75.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1.8 METERS (5.9
 BP0734'FT) WEST OF UTILITY POLE NUMBER 2835.  NOTE=ACCESS TO THE DATUM IS
 BP0734'THROUGH A 5-INCH LOGO CAP.
 BP0734'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 BP0734'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0734
 BP0734                          STATION RECOVERY (2001)
 BP0734
 BP0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0734'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1092 ***********************************************************************
 AJ1092  DESIGNATION -  C 1404
 AJ1092  PID         -  AJ1092
 AJ1092  STATE/COUNTY-  TX/WEBB
 AJ1092  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ1092
 AJ1092                         *CURRENT SURVEY CONTROL
 AJ1092  ___________________________________________________________________
 AJ1092* NAD 83(1986)-  27 28 53.     (N)    099 28 25.     (W)     SCALED    
 AJ1092* NAVD 88     -       129.043  (meters)     423.37   (feet)  ADJUSTED  
 AJ1092  ___________________________________________________________________
 AJ1092  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AJ1092  DYNAMIC HT  -         128.840 (meters)     422.70  (feet)  COMP
 AJ1092  MODELED GRAV-     979,066.9   (mgal)                       NAVD 88
 AJ1092
 AJ1092  VERT ORDER  -  FIRST     CLASS II
 AJ1092
 AJ1092.The horizontal coordinates were scaled from a topographic map and have
 AJ1092.an estimated accuracy of +/- 6 seconds.
 AJ1092
 AJ1092.The orthometric height was determined by differential leveling
 AJ1092.and adjusted by the National Geodetic Survey in June 1991..
 AJ1092
 AJ1092.The geoid height was determined by GEOID03.
 AJ1092
 AJ1092.The dynamic height is computed by dividing the NAVD 88
 AJ1092.geopotential number by the normal gravity value computed on the
 AJ1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1092.degrees latitude (g = 980.6199 gals.).
 AJ1092
 AJ1092.The modeled gravity was interpolated from observed gravity values.
 AJ1092
 AJ1092;                    North         East    Units  Estimated Accuracy
 AJ1092;SPC TX S     - 5,201,430.      203,790.      MT  (+/- 180 meters Scaled)
 AJ1092
 AJ1092                          SUPERSEDED SURVEY CONTROL
 AJ1092
 AJ1092.No superseded survey control is available for this station.
 AJ1092
 AJ1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR532398(NAD 83)
 AJ1092_MARKER: I = METAL ROD
 AJ1092_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1092+WITH SETTING: INFORMATION.
 AJ1092_SP_SET: SHALLOW SET METAL ROD
 AJ1092_STAMPING: C 1404 1981
 AJ1092_MARK LOGO: NGS   
 AJ1092_PROJECTION: FLUSH
 AJ1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1092+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 AJ1092_ROD/PIPE-DEPTH: 0.73 meters
 AJ1092
 AJ1092  HISTORY     - Date     Condition        Report By
 AJ1092  HISTORY     - 1981     MONUMENTED       NGS
 AJ1092  HISTORY     - 20020502 GOOD             USPSQD
 AJ1092
 AJ1092                          STATION DESCRIPTION
 AJ1092
 AJ1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1092'2.7 KM (1.65 MI) SOUTH FROM LAREDO.
 AJ1092'2.7 KM (1.65 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 AJ1092'TEXAS MEXICAN RAILROAD OVERPASS BRIDGE IN LAREDO, LOCATED TWO BLOCKS
 AJ1092'NORTH OF PINE STREET, 62.9 KM (39.0 FT) WEST OF CENTERLINE OF HIGHWAY
 AJ1092'83 SOUTHBOUND (SACRED HEART DRIVE), 50.0 METERS (31.0 FT) NORTH OF A
 AJ1092'GRAVEL STREET (PECAN STREET), 8.1 METERS (5.0 FT) NORTHEAST OF A
 AJ1092'POWERLINE POLE, 17.6 METERS (10.9 FT) SOUTH OF A CONCRETE RIGHT-OF-WAY
 AJ1092'MARKER, 6.9 METERS (4.3 FT) NORTH OF A TELEPHONE JUNCTION BOX,
 AJ1092'26.6 METERS (16.5 FT) WEST OF A CURB OF HIGHWAY, AND 17.7 METERS
 AJ1092'(11.0 FT) NORTH OF A STREET CURB, NOTE, ROD DRIVEN TO REFUSAL AND
 AJ1092'ANCHORED IN HARD SANDSTONE.
 AJ1092'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 AJ1092'THE MARK IS 0.15 M BELOW HIGHWAY.
 AJ1092
 AJ1092                          STATION RECOVERY (2002)
 AJ1092
 AJ1092'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1082 ***********************************************************************
 AJ1082  DESIGNATION -  C 1405
 AJ1082  PID         -  AJ1082
 AJ1082  STATE/COUNTY-  TX/WEBB
 AJ1082  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ1082
 AJ1082                         *CURRENT SURVEY CONTROL
 AJ1082  ___________________________________________________________________
 AJ1082* NAD 83(1986)-  27 18 52.     (N)    099 26 21.     (W)     SCALED    
 AJ1082* NAVD 88     -       142.559  (meters)     467.71   (feet)  ADJUSTED  
 AJ1082  ___________________________________________________________________
 AJ1082  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AJ1082  DYNAMIC HT  -         142.331 (meters)     466.96  (feet)  COMP
 AJ1082  MODELED GRAV-     979,050.8   (mgal)                       NAVD 88
 AJ1082
 AJ1082  VERT ORDER  -  FIRST     CLASS II
 AJ1082
 AJ1082.The horizontal coordinates were scaled from a topographic map and have
 AJ1082.an estimated accuracy of +/- 6 seconds.
 AJ1082
 AJ1082.The orthometric height was determined by differential leveling
 AJ1082.and adjusted by the National Geodetic Survey in June 1991..
 AJ1082
 AJ1082.The geoid height was determined by GEOID03.
 AJ1082
 AJ1082.The dynamic height is computed by dividing the NAVD 88
 AJ1082.geopotential number by the normal gravity value computed on the
 AJ1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1082.degrees latitude (g = 980.6199 gals.).
 AJ1082
 AJ1082.The modeled gravity was interpolated from observed gravity values.
 AJ1082
 AJ1082;                    North         East    Units  Estimated Accuracy
 AJ1082;SPC TX S     - 5,182,910.      207,050.      MT  (+/- 180 meters Scaled)
 AJ1082
 AJ1082                          SUPERSEDED SURVEY CONTROL
 AJ1082
 AJ1082.No superseded survey control is available for this station.
 AJ1082
 AJ1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR565213(NAD 83)
 AJ1082_MARKER: I = METAL ROD
 AJ1082_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1082+WITH SETTING: INFORMATION.
 AJ1082_SP_SET: SHALLOW SET METAL ROD
 AJ1082_STAMPING: C 1405 1981
 AJ1082_MARK LOGO: NGS   
 AJ1082_PROJECTION: FLUSH
 AJ1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1082_ROD/PIPE-DEPTH: 1.2  meters
 AJ1082
 AJ1082  HISTORY     - Date     Condition        Report By
 AJ1082  HISTORY     - 1981     MONUMENTED       NGS
 AJ1082  HISTORY     - 1988     GOOD             USPSQD
 AJ1082
 AJ1082                          STATION DESCRIPTION
 AJ1082
 AJ1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1082'22.1 KM (13.7 MI) SOUTH FROM LAREDO.
 AJ1082'22.1 KM (13.7 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 AJ1082'TEXAS MEXICO RAILROAD BRIDGE OVER HIGHWAY 83 IN LAREDO, AT A PRIVATE
 AJ1082'ROAD LEADING WEST TO CONSOLIDATED OIL AND GAS INCORPORATED,
 AJ1082'38.9 METERS (27.5 FT) WEST OF CENTERLINE OF HIGHWAY, 15.9 METERS
 AJ1082'(52.0 FT) NORTHEAST OF THE CENTER OF AN IRON GATE, 0.52 METERS
 AJ1082'(1.7 FT) SOUTHEAST OF A FENCE LINE, 9.6 METERS (31.5 FT) NORTH OF A
 AJ1082'PRIVATE ROAD LEADING WEST, AND 0.73 METERS (2.4 FT) SOUTHWEST OF A
 AJ1082'CORNER FENCE POST, NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED IN HARD
 AJ1082'SANDSTONE ROCK.
 AJ1082'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 AJ1082'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AJ1082
 AJ1082                          STATION RECOVERY (1988)
 AJ1082
 AJ1082'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1187 ***********************************************************************
 AB1187  DESIGNATION -  C 1406
 AB1187  PID         -  AB1187
 AB1187  STATE/COUNTY-  TX/CAMERON
 AB1187  USGS QUAD   -  RIO HONDO (1980)
 AB1187
 AB1187                         *CURRENT SURVEY CONTROL
 AB1187  ___________________________________________________________________
 AB1187* NAD 83(1986)-  26 07 51.     (N)    097 37 02.     (W)     SCALED    
 AB1187* NAVD 88     -         9.428  (meters)      30.93   (feet)  ADJUSTED  
 AB1187  ___________________________________________________________________
 AB1187  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AB1187  DYNAMIC HT  -           9.413 (meters)      30.88  (feet)  COMP
 AB1187  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 AB1187
 AB1187  VERT ORDER  -  FIRST     CLASS II
 AB1187
 AB1187.The horizontal coordinates were scaled from a topographic map and have
 AB1187.an estimated accuracy of +/- 6 seconds.
 AB1187
 AB1187.The orthometric height was determined by differential leveling
 AB1187.and adjusted by the National Geodetic Survey in June 1991..
 AB1187
 AB1187.The geoid height was determined by GEOID03.
 AB1187
 AB1187.The dynamic height is computed by dividing the NAVD 88
 AB1187.geopotential number by the normal gravity value computed on the
 AB1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1187.degrees latitude (g = 980.6199 gals.).
 AB1187
 AB1187.The modeled gravity was interpolated from observed gravity values.
 AB1187
 AB1187;                    North         East    Units  Estimated Accuracy
 AB1187;SPC TX S     - 5,051,740.      388,280.      MT  (+/- 180 meters Scaled)
 AB1187
 AB1187                          SUPERSEDED SURVEY CONTROL
 AB1187
 AB1187.No superseded survey control is available for this station.
 AB1187
 AB1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP382909(NAD 83)
 AB1187_MARKER: I = METAL ROD
 AB1187_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1187_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1187_STAMPING: C 1406 1981
 AB1187_MARK LOGO: NGS   
 AB1187_PROJECTION: RECESSED 3 CENTIMETERS
 AB1187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1187+STABILITY: POSITION/ELEVATION WELL
 AB1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1187+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2004
 AB1187_ROD/PIPE-DEPTH: 15.8 meters
 AB1187_SLEEVE-DEPTH  : 9.1 meters
 AB1187
 AB1187  HISTORY     - Date     Condition        Report By
 AB1187  HISTORY     - 1981     MONUMENTED       NGS
 AB1187  HISTORY     - 19910320 GOOD             USPSQD
 AB1187  HISTORY     - 19950213 GOOD             USPSQD
 AB1187  HISTORY     - 20040126 GOOD             GEOCAC
 AB1187
 AB1187                          STATION DESCRIPTION
 AB1187
 AB1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1187'1.3 KM (0.8 MI) SE FROM SAN BENITO.
 AB1187'1.3 KM (0.8 MI) SOUTHEAST ALONG U.S. BUSINESS HIGHWAY 77 FROM THE
 AB1187'JUNCTION OF STATE HIGHWAY 345, IN SAN BENITO, AT THE TEXAS HIGHWAY
 AB1187'DEPARTMENT, SET IN THE FRONT LAWN BY THE THE FLAGPOLE, 14.3 METERS
 AB1187'(47.0 FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY 77,
 AB1187'14.9 METERS (49.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF A
 AB1187'NORTH-SOUTH SIDEWALK LEADING TO THE MAIN ENTRANCE TO THE OFFICE
 AB1187'BUILDING, 6.4 METERS (21.0 FT) NORTHWEST OF THE NORTHWEST CURB 0F
 AB1187'DRIVEWAY LEADING TO A PRIVATE LOT, 7.7 METERS (25.5 FT) SOUTHEAST OF
 AB1187'THE SOUTHEAST CORNER OF THE BUILDING, 3.2 METERS (10.5 FT) SOUTHEAST
 AB1187'OF THE FLAGPOLE, AND 3.2 METERS (10.5 FT) SOUTH SOUTHWEST OF THE
 AB1187'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION SUPPORTING THE TEXAS
 AB1187'HIGHWAY DEPARTMENT SIGN.
 AB1187'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB1187
 AB1187                          STATION RECOVERY (1991)
 AB1187
 AB1187'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1187'RECOVERED IN GOOD CONDITION.
 AB1187
 AB1187                          STATION RECOVERY (1995)
 AB1187
 AB1187'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB1187'RECOVERED IN GOOD CONDITION.
 AB1187
 AB1187                          STATION RECOVERY (2004)
 AB1187
 AB1187'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1187'AT THE TEXAS DEPARTMENT OF TRANSPORTATION, SET IN A LAWN NEAR A FORMER
 AB1187'FLAGPOLE BASE. 14.3 METERS SW OF SW CURB OF BUSINESS HWY 77, 6.5
 AB1187'METERS NW OF NW DRIVEWAY CURB TO TDOT. 6.5 METERS ENE OF CORNER OF
 AB1187'CHAIN LINK FENCE. ORIGINAL BUILDING, FLAGPOLE, SIDEWALK AND DEPARTMENT
 AB1187'SIGN ARE GONE. TDOT NOW OCCUPIES THE PRIVATE LOT.
 AB1187' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1074 ***********************************************************************
 AH1074  DESIGNATION -  C 1407
 AH1074  PID         -  AH1074
 AH1074  STATE/COUNTY-  TX/KLEBERG
 AH1074  USGS QUAD   -  RIVIERA (1979)
 AH1074
 AH1074                         *CURRENT SURVEY CONTROL
 AH1074  ___________________________________________________________________
 AH1074* NAD 83(1986)-  27 17 55.     (N)    097 48 48.     (W)     SCALED    
 AH1074* NAVD 88     -        11.689  (meters)      38.35   (feet)  ADJUSTED  
 AH1074  ___________________________________________________________________
 AH1074  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH1074  DYNAMIC HT  -          11.671 (meters)      38.29  (feet)  COMP
 AH1074  MODELED GRAV-     979,093.5   (mgal)                       NAVD 88
 AH1074
 AH1074  VERT ORDER  -  FIRST     CLASS II
 AH1074
 AH1074.The horizontal coordinates were scaled from a topographic map and have
 AH1074.an estimated accuracy of +/- 6 seconds.
 AH1074
 AH1074.The orthometric height was determined by differential leveling
 AH1074.and adjusted by the National Geodetic Survey in June 1991..
 AH1074
 AH1074.The geoid height was determined by GEOID03.
 AH1074
 AH1074.The dynamic height is computed by dividing the NAVD 88
 AH1074.geopotential number by the normal gravity value computed on the
 AH1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1074.degrees latitude (g = 980.6199 gals.).
 AH1074
 AH1074.The modeled gravity was interpolated from observed gravity values.
 AH1074
 AH1074;                    North         East    Units  Estimated Accuracy
 AH1074;SPC TX S     - 5,180,990.      367,970.      MT  (+/- 180 meters Scaled)
 AH1074
 AH1074                          SUPERSEDED SURVEY CONTROL
 AH1074
 AH1074.No superseded survey control is available for this station.
 AH1074
 AH1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR174200(NAD 83)
 AH1074_MARKER: I = METAL ROD
 AH1074_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH1074_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AH1074_STAMPING: C 1407 1981
 AH1074_MARK LOGO: NGS   
 AH1074_PROJECTION: RECESSED 3 CENTIMETERS
 AH1074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1074+STABILITY: POSITION/ELEVATION WELL
 AH1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1074+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AH1074_ROD/PIPE-DEPTH: 14.6 meters
 AH1074_SLEEVE-DEPTH  : 9.1 meters
 AH1074
 AH1074  HISTORY     - Date     Condition        Report By
 AH1074  HISTORY     - 1981     MONUMENTED       NGS
 AH1074  HISTORY     - 20040202 GOOD             USPSQD
 AH1074
 AH1074                          STATION DESCRIPTION
 AH1074
 AH1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1074'IN RIVIERA.
 AH1074'IN THE LAWN OF THE U.S. POST OFFICE IN RIVIERA, LOCATED AT THE
 AH1074'JUNCTION OF CYPRESS AND SEVENTH STREETS, AND SET BY THE NORTHWEST
 AH1074'CORNER OF THE POST OFFICE BUILDING BY THE FLAGPOLE, 27.4 METERS
 AH1074'(90.0 FT) NORTH OF THE CENTER OF SEVENTH STREET, 4.1 KM (13.5 FT)
 AH1074'SOUTH OF THE SOUTH CURB OF THE NORTH PARKING LOT, 15.3 METERS
 AH1074'(50.5 FT) WESTNORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING,
 AH1074'5.4 METERS (18.0 FT) EAST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK,
 AH1074'2.4 METERS (8.0 FT) EAST OF THE FLAGPOLE, 3.6 METERS (12.0 FT)
 AH1074'NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING, AND 1.8 METERS
 AH1074'(6.0 FT) NORTH OF THE NORTH FACE OF THE BUILDING.
 AH1074'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 AH1074
 AH1074                          STATION RECOVERY (2004)
 AH1074
 AH1074'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1284 ***********************************************************************
 AB1284  DESIGNATION -  C 1408
 AB1284  PID         -  AB1284
 AB1284  STATE/COUNTY-  TX/WILLACY
 AB1284  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1284
 AB1284                         *CURRENT SURVEY CONTROL
 AB1284  ___________________________________________________________________
 AB1284* NAD 83(1986)-  26 29 41.     (N)    097 46 50.     (W)     SCALED    
 AB1284* NAVD 88     -         9.497  (meters)      31.16   (feet)  ADJUSTED  
 AB1284  ___________________________________________________________________
 AB1284  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AB1284  DYNAMIC HT  -           9.481 (meters)      31.11  (feet)  COMP
 AB1284  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 AB1284
 AB1284  VERT ORDER  -  FIRST     CLASS II
 AB1284
 AB1284.The horizontal coordinates were scaled from a topographic map and have
 AB1284.an estimated accuracy of +/- 6 seconds.
 AB1284
 AB1284.The orthometric height was determined by differential leveling
 AB1284.and adjusted by the National Geodetic Survey in June 1991..
 AB1284
 AB1284.The geoid height was determined by GEOID03.
 AB1284
 AB1284.The dynamic height is computed by dividing the NAVD 88
 AB1284.geopotential number by the normal gravity value computed on the
 AB1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1284.degrees latitude (g = 980.6199 gals.).
 AB1284
 AB1284.The modeled gravity was interpolated from observed gravity values.
 AB1284
 AB1284;                    North         East    Units  Estimated Accuracy
 AB1284;SPC TX S     - 5,091,950.      371,720.      MT  (+/- 180 meters Scaled)
 AB1284
 AB1284                          SUPERSEDED SURVEY CONTROL
 AB1284
 AB1284.No superseded survey control is available for this station.
 AB1284
 AB1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ215310(NAD 83)
 AB1284_MARKER: I = METAL ROD
 AB1284_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1284_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1284_STAMPING: C 1408 1981
 AB1284_MARK LOGO: NGS   
 AB1284_PROJECTION: RECESSED 4 CENTIMETERS
 AB1284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1284+STABILITY: POSITION/ELEVATION WELL
 AB1284_ROD/PIPE-DEPTH: 13.4 meters
 AB1284_SLEEVE-DEPTH  : 5.7 meters
 AB1284
 AB1284  HISTORY     - Date     Condition        Report By
 AB1284  HISTORY     - 1981     MONUMENTED       NGS
 AB1284
 AB1284                          STATION DESCRIPTION
 AB1284
 AB1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1284'1.4 KM (0.9 MI) NORTH FROM RAYMONDVILLE.
 AB1284'1.4 KM (0.9 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1284'OF STATE HIGHWAY 186 IN RAYMONDVILLE, SET IN THE WEST LAWN AND
 AB1284'FLAGPOLE AT THE TEXAS HIGHWAY DEPARTMENT MAINTENANCE OFFICE BUILDING,
 AB1284'ALSO ABOUT 0.2 KM (0.1 MI) SOUTHEAST AND ACROSS HIGHWAY FROM A
 AB1284'MICROWAVE TOWER, 25.6 METERS (84.0 FT) SOUTH SOUTHEAST OF THE
 AB1284'NORTHWEST CORNER OF A CHAIN LINK FENCE, 9.9 METERS (32.5 FT) SOUTH OF
 AB1284'THE FLAGPOLE, 10.6 METERS (35.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 AB1284'OF THE OFFICE BUILDING, 11.5 METERS (38.0 FT) EAST OF THE NORTH-SOUTH
 AB1284'CHAIN LINK FENCE ON THE WEST SIDE OF THE OFFICE, AND 2.4 METERS
 AB1284'(8.0 FT) WEST OF WEST EDGE OF PARKING LOT.
 AB1284'THE MARK IS 11.7 METERS  E FROM A WITNESS POST.
 AB1284'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1311 ***********************************************************************
 AE1311  DESIGNATION -  C 1409
 AE1311  PID         -  AE1311
 AE1311  STATE/COUNTY-  TX/ZAPATA
 AE1311  USGS QUAD   -  LOPENO (1965)
 AE1311
 AE1311                         *CURRENT SURVEY CONTROL
 AE1311  ___________________________________________________________________
 AE1311* NAD 83(1986)-  26 37 59.     (N)    099 05 43.     (W)     SCALED    
 AE1311* NAVD 88     -       131.141  (meters)     430.25   (feet)  ADJUSTED  
 AE1311  ___________________________________________________________________
 AE1311  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AE1311  DYNAMIC HT  -         130.927 (meters)     429.55  (feet)  COMP
 AE1311  MODELED GRAV-     979,015.5   (mgal)                       NAVD 88
 AE1311
 AE1311  VERT ORDER  -  FIRST     CLASS II
 AE1311
 AE1311.The horizontal coordinates were scaled from a topographic map and have
 AE1311.an estimated accuracy of +/- 6 seconds.
 AE1311
 AE1311.The orthometric height was determined by differential leveling
 AE1311.and adjusted by the National Geodetic Survey in June 1991..
 AE1311
 AE1311.The geoid height was determined by GEOID03.
 AE1311
 AE1311.The dynamic height is computed by dividing the NAVD 88
 AE1311.geopotential number by the normal gravity value computed on the
 AE1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1311.degrees latitude (g = 980.6199 gals.).
 AE1311
 AE1311.The modeled gravity was interpolated from observed gravity values.
 AE1311
 AE1311;                    North         East    Units  Estimated Accuracy
 AE1311;SPC TX S     - 5,107,210.      240,730.      MT  (+/- 180 meters Scaled)
 AE1311
 AE1311                          SUPERSEDED SURVEY CONTROL
 AE1311
 AE1311.No superseded survey control is available for this station.
 AE1311
 AE1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ905457(NAD 83)
 AE1311_MARKER: I = METAL ROD
 AE1311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1311_SP_SET: STAINLESS STEEL ROD
 AE1311_STAMPING: C 1409 1981
 AE1311_MARK LOGO: NGS   
 AE1311_PROJECTION: FLUSH
 AE1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1311_ROD/PIPE-DEPTH: 3.66 meters
 AE1311
 AE1311  HISTORY     - Date     Condition        Report By
 AE1311  HISTORY     - 1981     MONUMENTED       NGS
 AE1311
 AE1311                          STATION DESCRIPTION
 AE1311
 AE1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1311'9.0 KM (5.6 MI) SSW FROM LOPENO.
 AE1311'9.0 KM (5.6 MI) SOUTH SOUTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST
 AE1311'OFFICE AT LOPENO, ALSO 1.3 KM (0.8 MI) NORTH NORTHWEST ALONG U.S.
 AE1311'HIGHWAY 83 FROM THE ZAPATA STARR COUNTY LINE, AT A FIELD ROAD LEADING
 AE1311'NORTHEAST TO THE L. C. TIBLIER PROPERTY, 20.9 METERS (68.5 FT)
 AE1311'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.5 (41.0 FT) NORTHWEST
 AE1311'OF THE CENTER OF THE ROAD AND CENTER OF AN IRON GATE, 6.7 METERS
 AE1311'(22.0 FT) NORTHEAST OF THE CENTER OF A SOUTHEAST NORTHWEST TRACK
 AE1311'ROAD, 1.8 METERS (6.0 FT) SOUTHEAST OF A POWERLINE POLE NUMBER 123,
 AE1311'AND 0.31 METERS (1.0 FT) SOUTHWEST OF A FENCE LINE, NOTE, ROD DRIVEN
 AE1311'TO REFUSAL
 AE1311'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 AE1311'THE MARK IS 0.62 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0615 ***********************************************************************
 CC0615  DESIGNATION -  C 1410
 CC0615  PID         -  CC0615
 CC0615  STATE/COUNTY-  TX/WARD
 CC0615  USGS QUAD   -  7 L RANCH (1969)
 CC0615
 CC0615                         *CURRENT SURVEY CONTROL
 CC0615  ___________________________________________________________________
 CC0615* NAD 83(1986)-  31 27 07.     (N)    102 52 36.     (W)     SCALED    
 CC0615* NAVD 88     -       762.416  (meters)    2501.36   (feet)  ADJUSTED  
 CC0615  ___________________________________________________________________
 CC0615  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CC0615  DYNAMIC HT  -         761.349 (meters)    2497.86  (feet)  COMP
 CC0615  MODELED GRAV-     979,216.1   (mgal)                       NAVD 88
 CC0615
 CC0615  VERT ORDER  -  FIRST     CLASS II
 CC0615
 CC0615.The horizontal coordinates were scaled from a topographic map and have
 CC0615.an estimated accuracy of +/- 6 seconds.
 CC0615
 CC0615.The orthometric height was determined by differential leveling
 CC0615.and adjusted by the National Geodetic Survey in June 1991..
 CC0615
 CC0615.The geoid height was determined by GEOID03.
 CC0615
 CC0615.The dynamic height is computed by dividing the NAVD 88
 CC0615.geopotential number by the normal gravity value computed on the
 CC0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0615.degrees latitude (g = 980.6199 gals.).
 CC0615
 CC0615.The modeled gravity was interpolated from observed gravity values.
 CC0615
 CC0615;                    North         East    Units  Estimated Accuracy
 CC0615;SPC TX C     - 3,200,670.      458,300.      MT  (+/- 180 meters Scaled)
 CC0615
 CC0615                          SUPERSEDED SURVEY CONTROL
 CC0615
 CC0615.No superseded survey control is available for this station.
 CC0615
 CC0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ017816(NAD 83)
 CC0615_MARKER: I = METAL ROD
 CC0615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0615_SP_SET: STAINLESS STEEL ROD
 CC0615_STAMPING: C 1410 1981
 CC0615_MARK LOGO: NGS   
 CC0615_PROJECTION: FLUSH
 CC0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0615_ROD/PIPE-DEPTH: 6.7  meters
 CC0615
 CC0615  HISTORY     - Date     Condition        Report By
 CC0615  HISTORY     - 1981     MONUMENTED       NGS
 CC0615
 CC0615                          STATION DESCRIPTION
 CC0615
 CC0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0615'13.8 KM (8.6 MI) SOUTH FROM MONAHANS.
 CC0615'13.8 KM (8.6 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0615'WITH INTERSTATE HIGHWAY 20 IN MONAHANS,  OR 12.9 KM (8.0 MI) NORTHERLY
 CC0615'ALONG STATE HGHWAY 18 FROM ITS JUNCTION WITH STATE HIGHWAY 329 IN
 CC0615'GRANDFALLS, AT A DIRT ROAD CROSSING, 24.2 METERS (79.4 FT) EAST
 CC0615'OF THE CENTERLINE OF THE HIGHWAY, 23.0 METERS (75.4 FT) NORTH OF
 CC0615'THE CENTER OF THE ROAD AND 15.0 METERS (49.1 FT) NORTH OF A FENCE
 CC0615'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CC0615'CAP.
 CC0615'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CC0615'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0586 ***********************************************************************
 BP0586  DESIGNATION -  C 1411
 BP0586  PID         -  BP0586
 BP0586  STATE/COUNTY-  TX/PECOS
 BP0586  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0586
 BP0586                         *CURRENT SURVEY CONTROL
 BP0586  ___________________________________________________________________
 BP0586* NAD 83(1986)-  30 54 40.     (N)    102 53 05.     (W)     SCALED    
 BP0586* NAVD 88     -       898.405  (meters)    2947.52   (feet)  ADJUSTED  
 BP0586  ___________________________________________________________________
 BP0586  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0586  DYNAMIC HT  -         897.045 (meters)    2943.06  (feet)  COMP
 BP0586  MODELED GRAV-     979,096.9   (mgal)                       NAVD 88
 BP0586
 BP0586  VERT ORDER  -  FIRST     CLASS II
 BP0586
 BP0586.The horizontal coordinates were scaled from a topographic map and have
 BP0586.an estimated accuracy of +/- 6 seconds.
 BP0586
 BP0586.The orthometric height was determined by differential leveling
 BP0586.and adjusted by the National Geodetic Survey in June 1991..
 BP0586
 BP0586.The geoid height was determined by GEOID03.
 BP0586
 BP0586.The dynamic height is computed by dividing the NAVD 88
 BP0586.geopotential number by the normal gravity value computed on the
 BP0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0586.degrees latitude (g = 980.6199 gals.).
 BP0586
 BP0586.The modeled gravity was interpolated from observed gravity values.
 BP0586
 BP0586;                    North         East    Units  Estimated Accuracy
 BP0586;SPC TX C     - 3,140,750.      456,160.      MT  (+/- 180 meters Scaled)
 BP0586
 BP0586                          SUPERSEDED SURVEY CONTROL
 BP0586
 BP0586.No superseded survey control is available for this station.
 BP0586
 BP0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ021216(NAD 83)
 BP0586_MARKER: I = METAL ROD
 BP0586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0586+WITH SETTING: INFORMATION.
 BP0586_SP_SET: SHALLOW SET METAL ROD
 BP0586_STAMPING: C 1411 1981
 BP0586_MARK LOGO: NGS   
 BP0586_PROJECTION: FLUSH
 BP0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0586_ROD/PIPE-DEPTH: 2.4  meters
 BP0586
 BP0586  HISTORY     - Date     Condition        Report By
 BP0586  HISTORY     - 1981     MONUMENTED       NGS
 BP0586  HISTORY     - 19961005 GOOD             USPSQD
 BP0586  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 BP0586
 BP0586                          STATION DESCRIPTION
 BP0586
 BP0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0586'1.9 KM (1.15 MI) NORTH FROM FORT STOCKTON.
 BP0586'1.9 KM (1.15 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 BP0586'WITH U. S. HIGHWAYS 290, 285 AND 67 IN FORT STOCKTON, 54.3 METERS
 BP0586'NORTH OF THE CENTER OF A PAVED ROAD LEADING WEST, 14.7 METERS
 BP0586'(48.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 1.1 METERS
 BP0586'(3.6 FT) SOUTH OF UTILITY POLE NUMBER SF1 S O WITH A GUY CABLE.
 BP0586'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0586'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BP0586'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0586
 BP0586                          STATION RECOVERY (1996)
 BP0586
 BP0586'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0586'RECOVERED IN GOOD CONDITION.
 BP0586
 BP0586                          STATION RECOVERY (2003)
 BP0586
 BP0586'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0586'PAVED ROAD IS NAMED NORTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0655 ***********************************************************************
 BP0655  DESIGNATION -  C 1412
 BP0655  PID         -  BP0655
 BP0655  STATE/COUNTY-  TX/TERRELL
 BP0655  USGS QUAD   -  SANDERSON SE (1969)
 BP0655
 BP0655                         *CURRENT SURVEY CONTROL
 BP0655  ___________________________________________________________________
 BP0655* NAD 83(1986)-  30 04 07.     (N)    102 19 37.     (W)     SCALED    
 BP0655* NAVD 88     -       800.605  (meters)    2626.65   (feet)  ADJUSTED  
 BP0655  ___________________________________________________________________
 BP0655  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BP0655  DYNAMIC HT  -         799.391 (meters)    2622.67  (feet)  COMP
 BP0655  MODELED GRAV-     979,098.8   (mgal)                       NAVD 88
 BP0655
 BP0655  VERT ORDER  -  FIRST     CLASS II
 BP0655
 BP0655.The horizontal coordinates were scaled from a topographic map and have
 BP0655.an estimated accuracy of +/- 6 seconds.
 BP0655
 BP0655.The orthometric height was determined by differential leveling
 BP0655.and adjusted by the National Geodetic Survey in June 1991..
 BP0655
 BP0655.The geoid height was determined by GEOID03.
 BP0655
 BP0655.The dynamic height is computed by dividing the NAVD 88
 BP0655.geopotential number by the normal gravity value computed on the
 BP0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0655.degrees latitude (g = 980.6199 gals.).
 BP0655
 BP0655.The modeled gravity was interpolated from observed gravity values.
 BP0655
 BP0655;                    North         East    Units  Estimated Accuracy
 BP0655;SPC TXSC     - 4,252,300.      279,280.      MT  (+/- 180 meters Scaled)
 BP0655
 BP0655                          SUPERSEDED SURVEY CONTROL
 BP0655
 BP0655.No superseded survey control is available for this station.
 BP0655
 BP0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP576294(NAD 83)
 BP0655_MARKER: DB = BENCH MARK DISK
 BP0655_SETTING: 66 = SET IN ROCK OUTCROP
 BP0655_SP_SET: ROCK OUTCROP
 BP0655_STAMPING: C 1412 1981
 BP0655_MARK LOGO: NGS   
 BP0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0655+STABILITY: POSITION/ELEVATION WELL
 BP0655
 BP0655  HISTORY     - Date     Condition        Report By
 BP0655  HISTORY     - 1981     MONUMENTED       NGS
 BP0655
 BP0655                          STATION DESCRIPTION
 BP0655
 BP0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0655'12.4 KM (7.7 MI) SE FROM SANDERSON.
 BP0655'0.1 KM (0.05 MI) NORTH ALONG PERSIMMON AVENUE FROM THE SOUTHERN
 BP0655'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 12.3 KM (7.65 MI)
 BP0655'SOUTHEAST ALONG U.S. HIGHWAY 90, AT THE WEST END OF A HIGHWAY CUT,
 BP0655'IN A 20 BY 100 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 24.4 METERS
 BP0655'(80.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1.5 METERS
 BP0655'(4.9 FT) SOUTH OF A FENCE.
 BP0655'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BP0655'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2261 ***********************************************************************
 BK2261  DESIGNATION -  C 1413
 BK2261  PID         -  BK2261
 BK2261  STATE/COUNTY-  TX/ORANGE
 BK2261  USGS QUAD   -  ORANGE (1996)
 BK2261
 BK2261                         *CURRENT SURVEY CONTROL
 BK2261  ___________________________________________________________________
 BK2261* NAD 83(1986)-  30 05 58.     (N)    093 44 20.     (W)     SCALED    
 BK2261* NAVD 88     -         2.220  (meters)       7.28   (feet)  ADJUSTED  
 BK2261  ___________________________________________________________________
 BK2261  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2261  DYNAMIC HT  -           2.218 (meters)       7.28  (feet)  COMP
 BK2261  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 BK2261
 BK2261  VERT ORDER  -  FIRST     CLASS II
 BK2261
 BK2261.The horizontal coordinates were scaled from a topographic map and have
 BK2261.an estimated accuracy of +/- 6 seconds.
 BK2261
 BK2261.The orthometric height was determined by differential leveling
 BK2261.and adjusted by the National Geodetic Survey in June 1991..
 BK2261
 BK2261.The geoid height was determined by GEOID03.
 BK2261
 BK2261.The dynamic height is computed by dividing the NAVD 88
 BK2261.geopotential number by the normal gravity value computed on the
 BK2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2261.degrees latitude (g = 980.6199 gals.).
 BK2261
 BK2261.The modeled gravity was interpolated from observed gravity values.
 BK2261
 BK2261;                    North         East    Units  Estimated Accuracy
 BK2261;SPC TX C     - 3,066,810.    1,335,270.      MT  (+/- 180 meters Scaled)
 BK2261
 BK2261                          SUPERSEDED SURVEY CONTROL
 BK2261
 BK2261  NGVD 29 (??/??/??)    2.168  (m)            7.11   (f) ADJUSTED    1 2
 BK2261
 BK2261.Superseded values are not recommended for survey control.
 BK2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2261.See file dsdata.txt to determine how the superseded data were derived.
 BK2261
 BK2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP288300(NAD 83)
 BK2261_MARKER: I = METAL ROD
 BK2261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BK2261_SP_SET: STAINLESS STEEL ROD
 BK2261_STAMPING: C 1413 1981
 BK2261_MARK LOGO: NGS   
 BK2261_PROJECTION: FLUSH
 BK2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2261_ROD/PIPE-DEPTH: 12.2 meters
 BK2261
 BK2261  HISTORY     - Date     Condition        Report By
 BK2261  HISTORY     - 1981     MONUMENTED       NGS
 BK2261  HISTORY     - 1986     GOOD             NGS
 BK2261  HISTORY     - 20041009 POOR             USPSQD
 BK2261
 BK2261                          STATION DESCRIPTION
 BK2261
 BK2261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2261'IN ORANGE.
 BK2261'IN ORANGE, ALONG WEST PARK AVENUE AT THE SOUTHWEST CORNER OF THE
 BK2261'PROPERTY OF THE ANDERSON ELEMENTARY SCHOOL, 14.03 METERS (46.0 FEET)
 BK2261'NORTH OF THE CENTERLINE OF THE AVENUE, 4.0 METERS (13.1 FEET) EAST OF
 BK2261'THE SOUTHEAST CORNER OF A BARBER SHOP, 0.46 METER (1.5 FEET) WEST OF A
 BK2261'FENCE LINE.
 BK2261'THE MARK IS ABOVE LEVEL WITH AVENUE.
 BK2261
 BK2261                          STATION RECOVERY (1986)
 BK2261
 BK2261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2261'RECOVERED IN GOOD CONDITION EXCEPT THAT NO SLEEVE COULD BE FOUND
 BK2261'AROUND ROD AS DESCRIBED IN PUBLISHED QUAD.  ADD ACCESS TO DATUM POINT
 BK2261'IS HAD THROUGH A 5-INCH LOGO CAP.
 BK2261
 BK2261                          STATION RECOVERY (2004)
 BK2261
 BK2261'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2261'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0612 ***********************************************************************
 BP0612  DESIGNATION -  C 1414
 BP0612  PID         -  BP0612
 BP0612  STATE/COUNTY-  TX/PECOS
 BP0612  USGS QUAD   -  ROCK HOUSE DRAW NW (1980)
 BP0612
 BP0612                         *CURRENT SURVEY CONTROL
 BP0612  ___________________________________________________________________
 BP0612* NAD 83(1986)-  30 38 30.     (N)    102 40 09.     (W)     SCALED    
 BP0612* NAVD 88     -      1065.264  (meters)    3494.95   (feet)  ADJUSTED  
 BP0612  ___________________________________________________________________
 BP0612  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 BP0612  DYNAMIC HT  -        1063.601 (meters)    3489.50  (feet)  COMP
 BP0612  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 BP0612
 BP0612  VERT ORDER  -  FIRST     CLASS II
 BP0612
 BP0612.The horizontal coordinates were scaled from a topographic map and have
 BP0612.an estimated accuracy of +/- 6 seconds.
 BP0612
 BP0612.The orthometric height was determined by differential leveling
 BP0612.and adjusted by the National Geodetic Survey in June 1991..
 BP0612
 BP0612.The geoid height was determined by GEOID03.
 BP0612
 BP0612.The dynamic height is computed by dividing the NAVD 88
 BP0612.geopotential number by the normal gravity value computed on the
 BP0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0612.degrees latitude (g = 980.6199 gals.).
 BP0612
 BP0612.The modeled gravity was interpolated from observed gravity values.
 BP0612
 BP0612;                    North         East    Units  Estimated Accuracy
 BP0612;SPC TX C     - 3,110,430.      476,130.      MT  (+/- 180 meters Scaled)
 BP0612
 BP0612                          SUPERSEDED SURVEY CONTROL
 BP0612
 BP0612.No superseded survey control is available for this station.
 BP0612
 BP0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP233922(NAD 83)
 BP0612_MARKER: DB = BENCH MARK DISK
 BP0612_SETTING: 66 = SET IN ROCK OUTCROP
 BP0612_SP_SET: ROCK OUTCROP
 BP0612_STAMPING: C 1414 1981
 BP0612_MARK LOGO: NGS   
 BP0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0612+STABILITY: POSITION/ELEVATION WELL
 BP0612
 BP0612  HISTORY     - Date     Condition        Report By
 BP0612  HISTORY     - 1981     MONUMENTED       NGS
 BP0612
 BP0612                          STATION DESCRIPTION
 BP0612
 BP0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0612'34.1 KM (21.2 MI) SE FROM FORT STOCKTON.
 BP0612'34.1 KM (21.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0612'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, IN THE CENTER
 BP0612'OF A 50 FT LONG ROCK LEDGE, 11.8 METERS (38.7 FT) EAST-NORTHEAST OF
 BP0612'THE CENTERLINE OF THE HIGHWAY, 6.6 METERS (21.7 FT) WEST OF A UTILITY
 BP0612'POLE, AND 6.4 METERS (21.0 FT) WEST-SOUTHWEST OF A FENCE.
 BP0612'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 BP0612'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0441 ***********************************************************************
 AZ0441  DESIGNATION -  C 1415
 AZ0441  PID         -  AZ0441
 AZ0441  STATE/COUNTY-  TX/VAL VERDE
 AZ0441  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0441
 AZ0441                         *CURRENT SURVEY CONTROL
 AZ0441  ___________________________________________________________________
 AZ0441* NAD 83(1986)-  29 28 43.     (N)    101 01 45.     (W)     SCALED    
 AZ0441* NAVD 88     -       351.740  (meters)    1154.00   (feet)  ADJUSTED  
 AZ0441  ___________________________________________________________________
 AZ0441  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AZ0441  DYNAMIC HT  -         351.229 (meters)    1152.32  (feet)  COMP
 AZ0441  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AZ0441
 AZ0441  VERT ORDER  -  FIRST     CLASS II
 AZ0441
 AZ0441.The horizontal coordinates were scaled from a topographic map and have
 AZ0441.an estimated accuracy of +/- 6 seconds.
 AZ0441
 AZ0441.The orthometric height was determined by differential leveling
 AZ0441.and adjusted by the National Geodetic Survey in June 1991..
 AZ0441
 AZ0441.The geoid height was determined by GEOID03.
 AZ0441
 AZ0441.The dynamic height is computed by dividing the NAVD 88
 AZ0441.geopotential number by the normal gravity value computed on the
 AZ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0441.degrees latitude (g = 980.6199 gals.).
 AZ0441
 AZ0441.The modeled gravity was interpolated from observed gravity values.
 AZ0441
 AZ0441;                    North         East    Units  Estimated Accuracy
 AZ0441;SPC TXSC     - 4,184,050.      403,230.      MT  (+/- 180 meters Scaled)
 AZ0441
 AZ0441                          SUPERSEDED SURVEY CONTROL
 AZ0441
 AZ0441.No superseded survey control is available for this station.
 AZ0441
 AZ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT032627(NAD 83)
 AZ0441_MARKER: DB = BENCH MARK DISK
 AZ0441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AZ0441_SP_SET: BRIDGE ABUTMENT
 AZ0441_STAMPING: C 1415 1981
 AZ0441_MARK LOGO: NGS   
 AZ0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0441+STABILITY: POSITION/ELEVATION WELL
 AZ0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0441+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0441
 AZ0441  HISTORY     - Date     Condition        Report By
 AZ0441  HISTORY     - 1981     MONUMENTED       NGS
 AZ0441  HISTORY     - 19990525 GOOD             USPSQD
 AZ0441  HISTORY     - 20030425 GOOD             USPSQD
 AZ0441
 AZ0441                          STATION DESCRIPTION
 AZ0441
 AZ0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0441'13.8 KM (8.55 MI) NW FROM DEL RIO.
 AZ0441'13.8 KM (8.55 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0441'WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, IN TOP OF THE EAST END OF
 AZ0441'THE SOUTH ABUTMENT OF A BRIDGE SPANNING THE AMISTAD RESEVOIR AND 4.9
 AZ0441'METERS (16.1 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AZ0441'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 AZ0441
 AZ0441                          STATION RECOVERY (1999)
 AZ0441
 AZ0441'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0441'RECOVERED IN GOOD CONDITION.
 AZ0441
 AZ0441                          STATION RECOVERY (2003)
 AZ0441
 AZ0441'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0416 ***********************************************************************
 AZ0416  DESIGNATION -  C 1416
 AZ0416  PID         -  AZ0416
 AZ0416  STATE/COUNTY-  TX/VAL VERDE
 AZ0416  USGS QUAD   -  SEMINOLE CANYON (1972)
 AZ0416
 AZ0416                         *CURRENT SURVEY CONTROL
 AZ0416  ___________________________________________________________________
 AZ0416* NAD 83(1986)-  29 42 27.     (N)    101 18 37.     (W)     SCALED    
 AZ0416* NAVD 88     -       413.305  (meters)    1355.98   (feet)  ADJUSTED  
 AZ0416  ___________________________________________________________________
 AZ0416  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0416  DYNAMIC HT  -         412.702 (meters)    1354.01  (feet)  COMP
 AZ0416  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 AZ0416
 AZ0416  VERT ORDER  -  FIRST     CLASS II
 AZ0416
 AZ0416.The horizontal coordinates were scaled from a topographic map and have
 AZ0416.an estimated accuracy of +/- 6 seconds.
 AZ0416
 AZ0416.The orthometric height was determined by differential leveling
 AZ0416.and adjusted by the National Geodetic Survey in June 1991..
 AZ0416
 AZ0416.The geoid height was determined by GEOID03.
 AZ0416
 AZ0416.The dynamic height is computed by dividing the NAVD 88
 AZ0416.geopotential number by the normal gravity value computed on the
 AZ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0416.degrees latitude (g = 980.6199 gals.).
 AZ0416
 AZ0416.The modeled gravity was interpolated from observed gravity values.
 AZ0416
 AZ0416;                    North         East    Units  Estimated Accuracy
 AZ0416;SPC TXSC     - 4,209,920.      376,480.      MT  (+/- 180 meters Scaled)
 AZ0416
 AZ0416                          SUPERSEDED SURVEY CONTROL
 AZ0416
 AZ0416.No superseded survey control is available for this station.
 AZ0416
 AZ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT764886(NAD 83)
 AZ0416_MARKER: DB = BENCH MARK DISK
 AZ0416_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0416_SP_SET: ROCK OUTCROP
 AZ0416_STAMPING: C 1416 1981
 AZ0416_MARK LOGO: NGS   
 AZ0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0416+STABILITY: POSITION/ELEVATION WELL
 AZ0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0416+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0416
 AZ0416  HISTORY     - Date     Condition        Report By
 AZ0416  HISTORY     - 1981     MONUMENTED       NGS
 AZ0416  HISTORY     - 19990119 GOOD             USPSQD
 AZ0416  HISTORY     - 20030425 GOOD             USPSQD
 AZ0416
 AZ0416                          STATION DESCRIPTION
 AZ0416
 AZ0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0416'13.7 KM (8.5 MI) NW FROM COMSTOCK.
 AZ0416'13.7 KM (8.5 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0416'WITH STATE HIGHWAY 163 IN COMSTOCK, 0.8 KM (0.5 MI) EAST OF PARK ROAD
 AZ0416'67, 0.7 KM (0.45 MI) WEST OF A CONCRETE HIGHWAY BRIDGE, IN THE CENTER
 AZ0416'OF THE SOUTHWEST END OF A 20 BY 80 FT EXPOSED AREA OF OUTCROPPING
 AZ0416'BEDROCK, 42.7 METERS (140.1 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 AZ0416'THE HIGHWAY AND 0.6 METER (2.0 FT) SOUTH-SOUTHWEST OF A FENCE.
 AZ0416'THE MARK IS 0.4 METERS  ENE FROM A WITNESS POST.
 AZ0416'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 AZ0416
 AZ0416                          STATION RECOVERY (1999)
 AZ0416
 AZ0416'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0416'RECOVERED IN GOOD CONDITION.
 AZ0416
 AZ0416                          STATION RECOVERY (2003)
 AZ0416
 AZ0416'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0646 ***********************************************************************
 BP0646  DESIGNATION -  C 1417
 BP0646  PID         -  BP0646
 BP0646  STATE/COUNTY-  TX/TERRELL
 BP0646  USGS QUAD   -  SANDERSON (1969)
 BP0646
 BP0646                         *CURRENT SURVEY CONTROL
 BP0646  ___________________________________________________________________
 BP0646* NAD 83(1986)-  30 10 40.     (N)    102 24 15.     (W)     SCALED    
 BP0646* NAVD 88     -       889.834  (meters)    2919.40   (feet)  ADJUSTED  
 BP0646  ___________________________________________________________________
 BP0646  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 BP0646  DYNAMIC HT  -         888.460 (meters)    2914.89  (feet)  COMP
 BP0646  MODELED GRAV-     979,068.8   (mgal)                       NAVD 88
 BP0646
 BP0646  VERT ORDER  -  FIRST     CLASS II
 BP0646
 BP0646.The horizontal coordinates were scaled from a topographic map and have
 BP0646.an estimated accuracy of +/- 6 seconds.
 BP0646
 BP0646.The orthometric height was determined by differential leveling
 BP0646.and adjusted by the National Geodetic Survey in June 1991..
 BP0646
 BP0646.The geoid height was determined by GEOID03.
 BP0646
 BP0646.The dynamic height is computed by dividing the NAVD 88
 BP0646.geopotential number by the normal gravity value computed on the
 BP0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0646.degrees latitude (g = 980.6199 gals.).
 BP0646
 BP0646.The modeled gravity was interpolated from observed gravity values.
 BP0646
 BP0646;                    North         East    Units  Estimated Accuracy
 BP0646;SPC TXSC     - 4,264,610.      272,190.      MT  (+/- 180 meters Scaled)
 BP0646
 BP0646                          SUPERSEDED SURVEY CONTROL
 BP0646
 BP0646.No superseded survey control is available for this station.
 BP0646
 BP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP499413(NAD 83)
 BP0646_MARKER: I = METAL ROD
 BP0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0646_SP_SET: STAINLESS STEEL ROD
 BP0646_STAMPING: C 1417 1981
 BP0646_MARK LOGO: NGS   
 BP0646_PROJECTION: FLUSH
 BP0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0646_ROD/PIPE-DEPTH: 5.5  meters
 BP0646
 BP0646  HISTORY     - Date     Condition        Report By
 BP0646  HISTORY     - 1981     MONUMENTED       NGS
 BP0646
 BP0646                          STATION DESCRIPTION
 BP0646
 BP0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0646'3.6 KM (2.25 MI) NORTH FROM SANDERSON.
 BP0646'3.6 KM (2.25 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0646'WITH U.S. HIGHWAY 90 IN SANDERSON, 18.9 METERS (62.0 FT)
 BP0646'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 11.2 METERS
 BP0646'(36.7 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 BP0646'IS THROUGH A 5-INCH LOGO CAP.
 BP0646'THE MARK IS 0.3 METERS  ESE FROM  A FENCE AND WITNESS POST
 BP0646'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0376 ***********************************************************************
 AZ0376  DESIGNATION -  C 1418
 AZ0376  PID         -  AZ0376
 AZ0376  STATE/COUNTY-  TX/TERRELL
 AZ0376  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0376
 AZ0376                         *CURRENT SURVEY CONTROL
 AZ0376  ___________________________________________________________________
 AZ0376* NAD 83(1986)-  29 56 11.     (N)    101 56 39.     (W)     SCALED    
 AZ0376* NAVD 88     -       581.639  (meters)    1908.26   (feet)  ADJUSTED  
 AZ0376  ___________________________________________________________________
 AZ0376  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AZ0376  DYNAMIC HT  -         580.771 (meters)    1905.41  (feet)  COMP
 AZ0376  MODELED GRAV-     979,131.1   (mgal)                       NAVD 88
 AZ0376
 AZ0376  VERT ORDER  -  FIRST     CLASS II
 AZ0376
 AZ0376.The horizontal coordinates were scaled from a topographic map and have
 AZ0376.an estimated accuracy of +/- 6 seconds.
 AZ0376
 AZ0376.The orthometric height was determined by differential leveling
 AZ0376.and adjusted by the National Geodetic Survey in June 1991..
 AZ0376
 AZ0376.The geoid height was determined by GEOID03.
 AZ0376
 AZ0376.The dynamic height is computed by dividing the NAVD 88
 AZ0376.geopotential number by the normal gravity value computed on the
 AZ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0376.degrees latitude (g = 980.6199 gals.).
 AZ0376
 AZ0376.The modeled gravity was interpolated from observed gravity values.
 AZ0376
 AZ0376;                    North         East    Units  Estimated Accuracy
 AZ0376;SPC TXSC     - 4,236,660.      315,800.      MT  (+/- 180 meters Scaled)
 AZ0376
 AZ0376                          SUPERSEDED SURVEY CONTROL
 AZ0376
 AZ0376.No superseded survey control is available for this station.
 AZ0376
 AZ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU157153(NAD 83)
 AZ0376_MARKER: DB = BENCH MARK DISK
 AZ0376_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0376_SP_SET: ROCK OUTCROP
 AZ0376_STAMPING: C 1418 1981
 AZ0376_MARK LOGO: NGS   
 AZ0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0376+STABILITY: POSITION/ELEVATION WELL
 AZ0376
 AZ0376  HISTORY     - Date     Condition        Report By
 AZ0376  HISTORY     - 1981     MONUMENTED       NGS
 AZ0376
 AZ0376                          STATION DESCRIPTION
 AZ0376
 AZ0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0376'21.3 KM (13.25 MI) SE FROM DRYDEN.
 AZ0376'21.3 KM (13.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST
 AZ0376'OFFICE IN DRYDEN, 0.8 KM (0.5 MI) SOUTHEAST OF A TRACK ROAD LEADING
 AZ0376'NORTH, AT A HIGHWAY CUT BANK, 57.9 METERS (190.0 FT) EAST OF THE WEST
 AZ0376'END OF THE CUT BANK, 12.1 METERS (39.7 FT) SOUTH-SOUTHWEST OF A FENCE
 AZ0376'AND 11.0 METERS (36.1 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 AZ0376'HIGHWAY.
 AZ0376'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 AZ0376'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0624 ***********************************************************************
 BP0624  DESIGNATION -  C 1419
 BP0624  PID         -  BP0624
 BP0624  STATE/COUNTY-  TX/PECOS
 BP0624  USGS QUAD   -  BUSHER CANYON (1968)
 BP0624
 BP0624                         *CURRENT SURVEY CONTROL
 BP0624  ___________________________________________________________________
 BP0624* NAD 83(1986)-  30 29 19.     (N)    102 32 20.     (W)     SCALED    
 BP0624* NAVD 88     -      1090.062  (meters)    3576.31   (feet)  ADJUSTED  
 BP0624  ___________________________________________________________________
 BP0624  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 BP0624  DYNAMIC HT  -        1088.357 (meters)    3570.72  (feet)  COMP
 BP0624  MODELED GRAV-     979,040.0   (mgal)                       NAVD 88
 BP0624
 BP0624  VERT ORDER  -  FIRST     CLASS II
 BP0624
 BP0624.The horizontal coordinates were scaled from a topographic map and have
 BP0624.an estimated accuracy of +/- 6 seconds.
 BP0624
 BP0624.The orthometric height was determined by differential leveling
 BP0624.and adjusted by the National Geodetic Survey in June 1991..
 BP0624
 BP0624.The geoid height was determined by GEOID03.
 BP0624
 BP0624.The dynamic height is computed by dividing the NAVD 88
 BP0624.geopotential number by the normal gravity value computed on the
 BP0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0624.degrees latitude (g = 980.6199 gals.).
 BP0624
 BP0624.The modeled gravity was interpolated from observed gravity values.
 BP0624
 BP0624;                    North         East    Units  Estimated Accuracy
 BP0624;SPC TX C     - 3,093,220.      488,280.      MT  (+/- 180 meters Scaled)
 BP0624
 BP0624                          SUPERSEDED SURVEY CONTROL
 BP0624
 BP0624.No superseded survey control is available for this station.
 BP0624
 BP0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP362755(NAD 83)
 BP0624_MARKER: DB = BENCH MARK DISK
 BP0624_SETTING: 66 = SET IN ROCK OUTCROP
 BP0624_SP_SET: ROCK OUTCROP
 BP0624_STAMPING: C 1419 1981
 BP0624_MARK LOGO: NGS   
 BP0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0624+STABILITY: POSITION/ELEVATION WELL
 BP0624
 BP0624  HISTORY     - Date     Condition        Report By
 BP0624  HISTORY     - 1981     MONUMENTED       NGS
 BP0624
 BP0624                          STATION DESCRIPTION
 BP0624
 BP0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0624'46.0 KM (28.55 MI) NW FROM SANDERSON.
 BP0624'46.0 KM (28.55 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0624'WITH U.S. HIGHWAY 90 IN SANDERSON, AT THE SOUTHEAST END OF A CUT BANK,
 BP0624'IN A 15 BY 60 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.6 KM
 BP0624'(0.35 MI) NORTHWEST OF A REST AREA, 18.6 METERS (61.0 FT) SOUTHWEST OF
 BP0624'THE CENTERLINE OF THE HIGHWAY AND 0.3 METERS (1.0 FT) NORTHEAST OF A
 BP0624'FENCE.
 BP0624'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BP0624'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1305 ***********************************************************************
 AE1305  DESIGNATION -  C 1420
 AE1305  PID         -  AE1305
 AE1305  STATE/COUNTY-  TX/STARR
 AE1305  USGS QUAD   -  FALCON VILLAGE (1965)
 AE1305
 AE1305                         *CURRENT SURVEY CONTROL
 AE1305  ___________________________________________________________________
 AE1305* NAD 83(1986)-  26 33 53.     (N)    099 07 35.     (W)     SCALED    
 AE1305* NAVD 88     -        99.582  (meters)     326.71   (feet)  ADJUSTED  
 AE1305  ___________________________________________________________________
 AE1305  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AE1305  DYNAMIC HT  -          99.419 (meters)     326.18  (feet)  COMP
 AE1305  MODELED GRAV-     979,011.0   (mgal)                       NAVD 88
 AE1305
 AE1305  VERT ORDER  -  FIRST     CLASS II
 AE1305
 AE1305.The horizontal coordinates were scaled from a topographic map and have
 AE1305.an estimated accuracy of +/- 6 seconds.
 AE1305
 AE1305.The orthometric height was determined by differential leveling
 AE1305.and adjusted by the National Geodetic Survey in June 1991..
 AE1305
 AE1305.The geoid height was determined by GEOID03.
 AE1305
 AE1305.The dynamic height is computed by dividing the NAVD 88
 AE1305.geopotential number by the normal gravity value computed on the
 AE1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1305.degrees latitude (g = 980.6199 gals.).
 AE1305
 AE1305.The modeled gravity was interpolated from observed gravity values.
 AE1305
 AE1305;                    North         East    Units  Estimated Accuracy
 AE1305;SPC TX S     - 5,099,650.      237,600.      MT  (+/- 180 meters Scaled)
 AE1305
 AE1305                          SUPERSEDED SURVEY CONTROL
 AE1305
 AE1305.No superseded survey control is available for this station.
 AE1305
 AE1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ874382(NAD 83)
 AE1305_MARKER: I = METAL ROD
 AE1305_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE1305+WITH SETTING: INFORMATION.
 AE1305_SP_SET: SHALLOW SET METAL ROD
 AE1305_STAMPING: C 1420 1981
 AE1305_MARK LOGO: NGS   
 AE1305_PROJECTION: FLUSH
 AE1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1305_ROD/PIPE-DEPTH: 1.8  meters
 AE1305
 AE1305  HISTORY     - Date     Condition        Report By
 AE1305  HISTORY     - 1981     MONUMENTED       NGS
 AE1305
 AE1305                          STATION DESCRIPTION
 AE1305
 AE1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1305'0.56 KM (0.35 MI) NNW FROM FALCON HEIGHTS.
 AE1305'0.4 KM (0.25 MI) NORTH NORTHWEST ALONG FARM ROAD 2098 FROM THE POST
 AE1305'OFFICE IN FALCON HEIGHTS, THENCE WEST SOUTHWEST ALONG PARK ROAD SPUR
 AE1305'2098 FOR 0.16 KM (0.1 MI) AT A CATTLE GUARD CROSSING, 25.3 METERS
 AE1305'(83.0 FT) NORTHWEST OF CENTERLINE OF SPUR 2098, 18.9 METERS (62.0 FT)
 AE1305'NORTHWEST OF CENTER OF NORTH HEADWALL OF A CATTLE GUARD CULVERT,
 AE1305'0.3 METER (1.0 FT) SOUTHEAST OF A FENCE, 3.0 METERS (9.9 FT) SOUTHWEST
 AE1305'OF A CORNER FENCE POST, AND 26.2 METERS (86.0 FT) SOUTHWEST OF A DIRT
 AE1305'ROAD LEADING NORTH NORTHEAST, NOTE, ROD DRIVEN TO REFUSAL AND
 AE1305'ANCHORED.
 AE1305'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AE1305'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1268 ***********************************************************************
 AE1268  DESIGNATION -  C 1421
 AE1268  PID         -  AE1268
 AE1268  STATE/COUNTY-  TX/STARR
 AE1268  USGS QUAD   -  LA GRULLA (1965)
 AE1268
 AE1268                         *CURRENT SURVEY CONTROL
 AE1268  ___________________________________________________________________
 AE1268* NAD 83(1986)-  26 18 34.     (N)    098 38 42.     (W)     SCALED    
 AE1268* NAVD 88     -        72.889  (meters)     239.14   (feet)  ADJUSTED  
 AE1268  ___________________________________________________________________
 AE1268  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AE1268  DYNAMIC HT  -          72.768 (meters)     238.74  (feet)  COMP
 AE1268  MODELED GRAV-     978,988.0   (mgal)                       NAVD 88
 AE1268
 AE1268  VERT ORDER  -  FIRST     CLASS II
 AE1268
 AE1268.The horizontal coordinates were scaled from a topographic map and have
 AE1268.an estimated accuracy of +/- 6 seconds.
 AE1268
 AE1268.The orthometric height was determined by differential leveling
 AE1268.and adjusted by the National Geodetic Survey in June 1991..
 AE1268
 AE1268.The geoid height was determined by GEOID03.
 AE1268
 AE1268.The dynamic height is computed by dividing the NAVD 88
 AE1268.geopotential number by the normal gravity value computed on the
 AE1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1268.degrees latitude (g = 980.6199 gals.).
 AE1268
 AE1268.The modeled gravity was interpolated from observed gravity values.
 AE1268
 AE1268;                    North         East    Units  Estimated Accuracy
 AE1268;SPC TX S     - 5,071,220.      285,520.      MT  (+/- 180 meters Scaled)
 AE1268
 AE1268                          SUPERSEDED SURVEY CONTROL
 AE1268
 AE1268.No superseded survey control is available for this station.
 AE1268
 AE1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ354100(NAD 83)
 AE1268_MARKER: I = METAL ROD
 AE1268_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1268_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AE1268_STAMPING: C 1421 1981
 AE1268_MARK LOGO: NGS   
 AE1268_PROJECTION: FLUSH
 AE1268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1268+STABILITY: POSITION/ELEVATION WELL
 AE1268_ROD/PIPE-DEPTH: 9.9  meters
 AE1268_SLEEVE-DEPTH  : 7.3 meters
 AE1268
 AE1268  HISTORY     - Date     Condition        Report By
 AE1268  HISTORY     - 1981     MONUMENTED       NGS
 AE1268
 AE1268                          STATION DESCRIPTION
 AE1268
 AE1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1268'0.6 KM (0.35 MI) WEST FROM ALTO BONITO.
 AE1268'0.6 KM (0.35 MI) WEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AE1268'ROAD 2360 SOUTH AT ALTO BONITO, AT THE RESIDENCE OF DAGOBERATO LOPEZ,
 AE1268'60.0 METERS (197.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AE1268'41.0 METERS (134.6 FT) NORTH OF A POWERLINE POLE WITH A TRANSFORMER,
 AE1268'40.5 METERS (133.0 FT) NORTH OF A CORNER FENCE POST, 14.8 METERS
 AE1268'(48.4 FT) NORTH NORTHWEST OF A LIGHTPOLE, 14.2 METERS (46.7 FT)
 AE1268'NORTHWEST OF THE WEST CORNER OF A BRICK HOUSE, 12.2 METERS (40.0 FT)
 AE1268'WEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 19.2 METERS (62.9 FT)
 AE1268'SOUTH OF A FENCE CORNER POST, 3.2 METERS (10.6 FT) WEST NORTHWEST OF
 AE1268'THE NORTHWEST CORNER OF A CONCRETE DRIVEWAY SLAB, AND 1.5 METERS
 AE1268'(5.0 FT) EAST OF A FENCE LINE.
 AE1268'THE MARK IS 1.5 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1115 ***********************************************************************
 AJ1115  DESIGNATION -  C 1421 X
 AJ1115  PID         -  AJ1115
 AJ1115  STATE/COUNTY-  TX/WEBB
 AJ1115  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ1115
 AJ1115                         *CURRENT SURVEY CONTROL
 AJ1115  ___________________________________________________________________
 AJ1115* NAD 83(1986)-  27 51 50.     (N)    099 28 13.     (W)     SCALED    
 AJ1115* NAVD 88     -       224.759  (meters)     737.40   (feet)  ADJUSTED  
 AJ1115  ___________________________________________________________________
 AJ1115  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AJ1115  DYNAMIC HT  -         224.408 (meters)     736.25  (feet)  COMP
 AJ1115  MODELED GRAV-     979,080.9   (mgal)                       NAVD 88
 AJ1115
 AJ1115  VERT ORDER  -  FIRST     CLASS II
 AJ1115
 AJ1115.The horizontal coordinates were scaled from a topographic map and have
 AJ1115.an estimated accuracy of +/- 6 seconds.
 AJ1115
 AJ1115.The orthometric height was determined by differential leveling
 AJ1115.and adjusted by the National Geodetic Survey in June 1991..
 AJ1115
 AJ1115.The geoid height was determined by GEOID03.
 AJ1115
 AJ1115.The dynamic height is computed by dividing the NAVD 88
 AJ1115.geopotential number by the normal gravity value computed on the
 AJ1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1115.degrees latitude (g = 980.6199 gals.).
 AJ1115
 AJ1115.The modeled gravity was interpolated from observed gravity values.
 AJ1115
 AJ1115;                    North         East    Units  Estimated Accuracy
 AJ1115;SPC TX S     - 5,243,810.      204,440.      MT  (+/- 180 meters Scaled)
 AJ1115
 AJ1115                          SUPERSEDED SURVEY CONTROL
 AJ1115
 AJ1115.No superseded survey control is available for this station.
 AJ1115
 AJ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR537822(NAD 83)
 AJ1115_MARKER: I = METAL ROD
 AJ1115_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1115_SP_SET: STAINLESS STEEL ROD
 AJ1115_STAMPING: C 1421 X 1982
 AJ1115_MARK LOGO: NGS   
 AJ1115_PROJECTION: FLUSH
 AJ1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1115+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ1115_ROD/PIPE-DEPTH: 3.7  meters
 AJ1115
 AJ1115  HISTORY     - Date     Condition        Report By
 AJ1115  HISTORY     - 1982     MONUMENTED       NGS
 AJ1115  HISTORY     - 20020409 GOOD             USPSQD
 AJ1115
 AJ1115                          STATION DESCRIPTION
 AJ1115
 AJ1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1115'12.7 KM (7.8 MI) NW FROM WEBB.
 AJ1115'12.7 KM (7.8 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1115'INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, NEAR A 6 FT BOX CULVERT,
 AJ1115'15.1 METERS (49.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AJ1115'20.1 METERS (66.0 FT) NORTH NORTHWEST OF NORTH END OF WEST CONCRETE
 AJ1115'HEADWALL OF A 4 CHANNEL BOX CULVERT, 0.46 METERS (1.5 FT) EAST OF A
 AJ1115'FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.  NOTE, DATUM IS STAMPED
 AJ1115'C 1421.
 AJ1115'THE MARK IS 0.60 M BELOW HIGHWAY.
 AJ1115
 AJ1115                          STATION RECOVERY (2002)
 AJ1115
 AJ1115'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1315 ***********************************************************************
 AB1315  DESIGNATION -  C 1422
 AB1315  PID         -  AB1315
 AB1315  STATE/COUNTY-  TX/HIDALGO
 AB1315  USGS QUAD   -  MERCEDES (1983)
 AB1315
 AB1315                         *CURRENT SURVEY CONTROL
 AB1315  ___________________________________________________________________
 AB1315* NAD 83(1986)-  26 09 38.     (N)    097 59 40.     (W)     SCALED    
 AB1315* NAVD 88     -        24.009  (meters)      78.77   (feet)  ADJUSTED  
 AB1315  ___________________________________________________________________
 AB1315  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AB1315  DYNAMIC HT  -          23.969 (meters)      78.64  (feet)  COMP
 AB1315  MODELED GRAV-     979,005.4   (mgal)                       NAVD 88
 AB1315
 AB1315  VERT ORDER  -  FIRST     CLASS II
 AB1315
 AB1315.The horizontal coordinates were scaled from a topographic map and have
 AB1315.an estimated accuracy of +/- 6 seconds.
 AB1315
 AB1315.The orthometric height was determined by differential leveling
 AB1315.and adjusted by the National Geodetic Survey in June 1991..
 AB1315
 AB1315.The geoid height was determined by GEOID03.
 AB1315
 AB1315.The dynamic height is computed by dividing the NAVD 88
 AB1315.geopotential number by the normal gravity value computed on the
 AB1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1315.degrees latitude (g = 980.6199 gals.).
 AB1315
 AB1315.The modeled gravity was interpolated from observed gravity values.
 AB1315
 AB1315;                    North         East    Units  Estimated Accuracy
 AB1315;SPC TX S     - 5,054,820.      350,550.      MT  (+/- 180 meters Scaled)
 AB1315
 AB1315                          SUPERSEDED SURVEY CONTROL
 AB1315
 AB1315.No superseded survey control is available for this station.
 AB1315
 AB1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP005938(NAD 83)
 AB1315_MARKER: I = METAL ROD
 AB1315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1315_SP_SET: STAINLESS STEEL ROD
 AB1315_STAMPING: C 1422 1981
 AB1315_MARK LOGO: NGS   
 AB1315_PROJECTION: RECESSED 3 CENTIMETERS
 AB1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1315_ROD/PIPE-DEPTH: 9.8  meters
 AB1315
 AB1315  HISTORY     - Date     Condition        Report By
 AB1315  HISTORY     - 1981     MONUMENTED       NGS
 AB1315  HISTORY     - 20040206 MARK NOT FOUND   GEOCAC
 AB1315
 AB1315                          STATION DESCRIPTION
 AB1315
 AB1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1315'0.4 KM (0.25 MI) WEST FROM WESLACO.
 AB1315'0.4 KM (0.25 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB1315'OF FARM ROAD 88 AT WESLACO, AT A POWERLINE POLE WITH FOUR GUY WIRES
 AB1315'AND TWO TRANSFORMERS, 65.2 METERS (214.0 FT) NORTH OF THE CENTERLINE
 AB1315'OF U.S. HIGHWAY 83 BUSINESS WESTBOUND LANES, 43.3 METERS (142.0 FT)
 AB1315'NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF THE MISSOURI PACIFIC
 AB1315'RAILROAD, 48.2 METERS (158.0 FT) EAST OF THE CENTER OF SOUTH REPUBLICA
 AB1315'AVENUE, 9.4 METERS (30.8 FT) SOUTH OF THE CENTER OF WEST RAILROAD
 AB1315'STREET, 4.6 METERS (15.2 FT) WEST OF THE EXTENDED CENTER OF SOUTH
 AB1315'LIBERTAD AVENUE, 27.5 METERS (90.2 FT) SOUTHEAST OF THE CENTER OF A
 AB1315'STEEL GATE AT SOUTH ENTRANCE TO YBARRAS RESTAURANT, 30.0 METERS
 AB1315'(98.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE WESLACO AUTO SUPPLY
 AB1315'BUILDING, 6.3 METERS (19.8 FT) WEST OF THE EASTERN MOST GUY WIRE
 AB1315'ANCHOR, AND 0.9 METER (31.10 FT) EAST OF THE POWERLINE POLE.
 AB1315'THE MARK IS 0.55 METERS  SW FROM A WITNESS POST.
 AB1315'THE MARK IS 0.3 M ABOVE W. RAILROAD STREET.
 AB1315
 AB1315                          STATION RECOVERY (2004)
 AB1315
 AB1315'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1315'AREA HAS BEEN MADE INTO A PARKING LOT AND MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0676 ***********************************************************************
 BP0676  DESIGNATION -  C 1426
 BP0676  PID         -  BP0676
 BP0676  STATE/COUNTY-  TX/PECOS
 BP0676  USGS QUAD   -  EAST MESA (1970)
 BP0676
 BP0676                         *CURRENT SURVEY CONTROL
 BP0676  ___________________________________________________________________
 BP0676* NAD 83(1986)-  30 53 26.     (N)    102 44 31.     (W)     SCALED    
 BP0676* NAVD 88     -       876.745  (meters)    2876.45   (feet)  ADJUSTED  
 BP0676  ___________________________________________________________________
 BP0676  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BP0676  DYNAMIC HT  -         875.413 (meters)    2872.08  (feet)  COMP
 BP0676  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 BP0676
 BP0676  VERT ORDER  -  FIRST     CLASS II
 BP0676
 BP0676.The horizontal coordinates were scaled from a topographic map and have
 BP0676.an estimated accuracy of +/- 6 seconds.
 BP0676
 BP0676.The orthometric height was determined by differential leveling
 BP0676.and adjusted by the National Geodetic Survey in June 1991..
 BP0676
 BP0676.The geoid height was determined by GEOID03.
 BP0676
 BP0676.The dynamic height is computed by dividing the NAVD 88
 BP0676.geopotential number by the normal gravity value computed on the
 BP0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0676.degrees latitude (g = 980.6199 gals.).
 BP0676
 BP0676.The modeled gravity was interpolated from observed gravity values.
 BP0676
 BP0676;                    North         East    Units  Estimated Accuracy
 BP0676;SPC TX C     - 3,138,170.      469,750.      MT  (+/- 180 meters Scaled)
 BP0676
 BP0676                          SUPERSEDED SURVEY CONTROL
 BP0676
 BP0676.No superseded survey control is available for this station.
 BP0676
 BP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ158196(NAD 83)
 BP0676_MARKER: I = METAL ROD
 BP0676_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0676+WITH SETTING: INFORMATION.
 BP0676_SP_SET: SHALLOW SET METAL ROD
 BP0676_STAMPING: C 1426 1981
 BP0676_MARK LOGO: NGS   
 BP0676_PROJECTION: FLUSH
 BP0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0676+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 BP0676_ROD/PIPE-DEPTH: 2.7  meters
 BP0676
 BP0676  HISTORY     - Date     Condition        Report By
 BP0676  HISTORY     - 1981     MONUMENTED       NGS
 BP0676  HISTORY     - 20011029 GOOD             TXDOT
 BP0676  HISTORY     - 20030827 GOOD             USPSQD
 BP0676
 BP0676                          STATION DESCRIPTION
 BP0676
 BP0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0676'12.5 KM (7.75 MI) EAST FROM FORT STOCKTON.
 BP0676'12.5 KM (7.75 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0676'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, 1.3 KM (0.8 MI) EAST
 BP0676'OF MILEPOST 267, 0.3 KM (0.2 MI) WEST OF MILEPOST 268, 43.9 METERS
 BP0676'(144.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 BP0676'HIGHWAY AND 2.1 METERS (6.9 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS
 BP0676'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0676'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 BP0676'THE MARK IS 1.4 M BELOW THE HIGHWAY.
 BP0676
 BP0676                          STATION RECOVERY (2001)
 BP0676
 BP0676'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 BP0676'RECOVERED IN GOOD CONDITION.
 BP0676
 BP0676                          STATION RECOVERY (2003)
 BP0676
 BP0676'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0676'WITNESS POST AND SIGN IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0654 ***********************************************************************
 CC0654  DESIGNATION -  C 1427
 CC0654  PID         -  CC0654
 CC0654  STATE/COUNTY-  TX/PECOS
 CC0654  USGS QUAD   -  GIRVIN SE (1972)
 CC0654
 CC0654                         *CURRENT SURVEY CONTROL
 CC0654  ___________________________________________________________________
 CC0654* NAD 83(1986)-  31 04 45.     (N)    102 21 37.     (W)     SCALED    
 CC0654* NAVD 88     -       698.418  (meters)    2291.39   (feet)  ADJUSTED  
 CC0654  ___________________________________________________________________
 CC0654  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CC0654  DYNAMIC HT  -         697.424 (meters)    2288.13  (feet)  COMP
 CC0654  MODELED GRAV-     979,194.6   (mgal)                       NAVD 88
 CC0654
 CC0654  VERT ORDER  -  FIRST     CLASS II
 CC0654
 CC0654.The horizontal coordinates were scaled from a topographic map and have
 CC0654.an estimated accuracy of +/- 6 seconds.
 CC0654
 CC0654.The orthometric height was determined by differential leveling
 CC0654.and adjusted by the National Geodetic Survey in June 1991..
 CC0654
 CC0654.The geoid height was determined by GEOID03.
 CC0654
 CC0654.The dynamic height is computed by dividing the NAVD 88
 CC0654.geopotential number by the normal gravity value computed on the
 CC0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0654.degrees latitude (g = 980.6199 gals.).
 CC0654
 CC0654.The modeled gravity was interpolated from observed gravity values.
 CC0654
 CC0654;                    North         East    Units  Estimated Accuracy
 CC0654;SPC TX C     - 3,158,350.      506,610.      MT  (+/- 180 meters Scaled)
 CC0654
 CC0654                          SUPERSEDED SURVEY CONTROL
 CC0654
 CC0654.No superseded survey control is available for this station.
 CC0654
 CC0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ518413(NAD 83)
 CC0654_MARKER: DB = BENCH MARK DISK
 CC0654_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0654_SP_SET: ABUTMENT
 CC0654_STAMPING: C 1427 1981
 CC0654_MARK LOGO: NGS   
 CC0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0654
 CC0654  HISTORY     - Date     Condition        Report By
 CC0654  HISTORY     - 1981     MONUMENTED       NGS
 CC0654
 CC0654                          STATION DESCRIPTION
 CC0654
 CC0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0654'3.2 KM (2.0 MI) NE FROM GIRVIN.
 CC0654'3.2 KM (2.0 MI) NORTHEAST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0654'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN, IN TOP OF THE SOUTHEAST END
 CC0654'OF THE SOUTHWEST CONCRETE ABUTMENT OF A BRIDGE OVER THE PECOS RIVER
 CC0654'AND 5.4 METERS (17.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CC0654'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0673 ***********************************************************************
 CB0673  DESIGNATION -  C 1428
 CB0673  PID         -  CB0673
 CB0673  STATE/COUNTY-  TX/UPTON
 CB0673  USGS QUAD   -  RANKIN NE (1970)
 CB0673
 CB0673                         *CURRENT SURVEY CONTROL
 CB0673  ___________________________________________________________________
 CB0673* NAD 83(1986)-  31 13 53.     (N)    101 49 35.     (W)     SCALED    
 CB0673* NAVD 88     -       825.718  (meters)    2709.04   (feet)  ADJUSTED  
 CB0673  ___________________________________________________________________
 CB0673  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CB0673  DYNAMIC HT  -         824.513 (meters)    2705.09  (feet)  COMP
 CB0673  MODELED GRAV-     979,153.8   (mgal)                       NAVD 88
 CB0673
 CB0673  VERT ORDER  -  FIRST     CLASS II
 CB0673
 CB0673.The horizontal coordinates were scaled from a topographic map and have
 CB0673.an estimated accuracy of +/- 6 seconds.
 CB0673
 CB0673.The orthometric height was determined by differential leveling
 CB0673.and adjusted by the National Geodetic Survey in June 1991..
 CB0673
 CB0673.The geoid height was determined by GEOID03.
 CB0673
 CB0673.The dynamic height is computed by dividing the NAVD 88
 CB0673.geopotential number by the normal gravity value computed on the
 CB0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0673.degrees latitude (g = 980.6199 gals.).
 CB0673
 CB0673.The modeled gravity was interpolated from observed gravity values.
 CB0673
 CB0673;                    North         East    Units  Estimated Accuracy
 CB0673;SPC TX C     - 3,174,410.      557,770.      MT  (+/- 180 meters Scaled)
 CB0673
 CB0673                          SUPERSEDED SURVEY CONTROL
 CB0673
 CB0673.No superseded survey control is available for this station.
 CB0673
 CB0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV307586(NAD 83)
 CB0673_MARKER: I = METAL ROD
 CB0673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0673_SP_SET: STAINLESS STEEL ROD
 CB0673_STAMPING: C 1428 1981
 CB0673_MARK LOGO: NGS   
 CB0673_PROJECTION: FLUSH
 CB0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0673_ROD/PIPE-DEPTH: 3.4  meters
 CB0673
 CB0673  HISTORY     - Date     Condition        Report By
 CB0673  HISTORY     - 1981     MONUMENTED       NGS
 CB0673
 CB0673                          STATION DESCRIPTION
 CB0673
 CB0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0673'11.0 KM (6.85 MI) NE FROM RANKIN.
 CB0673'11.0 KM (6.85 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CB0673'WITH STATE HIGHWAY 349 IN RANKIN AND 20.3 METERS (66.6 FT) SOUTH OF
 CB0673'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CB0673'A 5-INCH LOGO CAP.
 CB0673'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 CB0673'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0769 ***********************************************************************
 CA0769  DESIGNATION -  C 1429
 CA0769  PID         -  CA0769
 CA0769  STATE/COUNTY-  TX/MCCULLOCH
 CA0769  USGS QUAD   -  BRADY NORTH (1987)
 CA0769
 CA0769                         *CURRENT SURVEY CONTROL
 CA0769  ___________________________________________________________________
 CA0769* NAD 83(1986)-  31 08 17.     (N)    099 20 05.     (W)     SCALED    
 CA0769* NAVD 88     -       511.646  (meters)    1678.63   (feet)  ADJUSTED  
 CA0769  ___________________________________________________________________
 CA0769  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CA0769  DYNAMIC HT  -         510.961 (meters)    1676.38  (feet)  COMP
 CA0769  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 CA0769
 CA0769  VERT ORDER  -  FIRST     CLASS II
 CA0769
 CA0769.The horizontal coordinates were scaled from a topographic map and have
 CA0769.an estimated accuracy of +/- 6 seconds.
 CA0769
 CA0769.The orthometric height was determined by differential leveling
 CA0769.and adjusted by the National Geodetic Survey in June 1991..
 CA0769
 CA0769.The geoid height was determined by GEOID03.
 CA0769
 CA0769.The dynamic height is computed by dividing the NAVD 88
 CA0769.geopotential number by the normal gravity value computed on the
 CA0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0769.degrees latitude (g = 980.6199 gals.).
 CA0769
 CA0769.The modeled gravity was interpolated from observed gravity values.
 CA0769
 CA0769;                    North         East    Units  Estimated Accuracy
 CA0769;SPC TX C     - 3,163,540.      795,220.      MT  (+/- 180 meters Scaled)
 CA0769
 CA0769                          SUPERSEDED SURVEY CONTROL
 CA0769
 CA0769.No superseded survey control is available for this station.
 CA0769
 CA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV680449(NAD 83)
 CA0769_MARKER: DB = BENCH MARK DISK
 CA0769_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CA0769_SP_SET: ABUTMENT
 CA0769_STAMPING: C 1429 1981
 CA0769_MARK LOGO: NGS   
 CA0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0769+STABILITY: POSITION/ELEVATION WELL
 CA0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0769+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 CA0769
 CA0769  HISTORY     - Date     Condition        Report By
 CA0769  HISTORY     - 1981     MONUMENTED       NGS
 CA0769  HISTORY     - 1981     GOOD             NGS
 CA0769  HISTORY     - 1982     GOOD             NGS
 CA0769  HISTORY     - 1982     GOOD             NGS
 CA0769  HISTORY     - 19990106 GOOD             USPSQD
 CA0769  HISTORY     - 20010426 GOOD             USGS
 CA0769  HISTORY     - 20060318 GOOD             USPSQD
 CA0769
 CA0769                          STATION DESCRIPTION
 CA0769
 CA0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0769'0.3 KM (0.2 MI) NORTH FROM BRADY.
 CA0769'0.3 KM (0.2 MI) NORTH ALONG U. S. HIGHWAYS 190 AND 377 FROM THE
 CA0769'COURTHOUSE IN BRADY, IN TOP OF AND 0.3 METER (1.0 FT) WEST OF THE EAST
 CA0769'END OF THE NORTH ABUTMENT OF A HIGHWAY BRIDGE OVER BRADY CREEK AND 8.6
 CA0769'METERS (28.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 CA0769'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0769
 CA0769                          STATION RECOVERY (1981)
 CA0769
 CA0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0769'RECOVERED IN GOOD CONDITION.
 CA0769
 CA0769                          STATION RECOVERY (1982)
 CA0769
 CA0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0769'RECOVERED IN GOOD CONDITION.
 CA0769
 CA0769                          STATION RECOVERY (1982)
 CA0769
 CA0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0769'0.3 KM (0.2 MI) NORTH ALONG U.S. HIGHWAYS 190 AND 377 FROM THE COURT
 CA0769'HOUSE IN BRADY, IN TOP OF AND 0.3 METER (1.0 FT) WEST OF THE EAST END
 CA0769'OF THE NORTH ABUTMENT OF A HIGHWAY BRIDGE OVER BRADY CREEK, AND
 CA0769'8.6 METERS (28.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, NOTE, THE
 CA0769'ABUTMENTS OF THIS BRIDGE IS SETTING ON BEDROCK.
 CA0769'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0769
 CA0769                          STATION RECOVERY (1999)
 CA0769
 CA0769'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0769'RECOVERED IN GOOD CONDITION.
 CA0769
 CA0769                          STATION RECOVERY (2001)
 CA0769
 CA0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2001 (TET)
 CA0769'RECOVERED IN GOOD CONDITION.
 CA0769
 CA0769                          STATION RECOVERY (2006)
 CA0769
 CA0769'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0769'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0002 ***********************************************************************
 CV0002  DESIGNATION -  C 143 RESET 1963
 CV0002  PID         -  CV0002
 CV0002  STATE/COUNTY-  TX/TERRY
 CV0002  USGS QUAD   -  LOOP (1969)
 CV0002
 CV0002                         *CURRENT SURVEY CONTROL
 CV0002  ___________________________________________________________________
 CV0002* NAD 83(1986)-  32 59 57.     (N)    102 29 22.     (W)     SCALED    
 CV0002* NAVD 88     -      1024.25   (meters)    3360.4    (feet)  RESET     
 CV0002  ___________________________________________________________________
 CV0002  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CV0002
 CV0002  VERT ORDER  -  THIRD
 CV0002
 CV0002.The horizontal coordinates were scaled from a topographic map and have
 CV0002.an estimated accuracy of +/- 6 seconds.
 CV0002
 CV0002.The orthometric height was computed from unverified reset data.
 CV0002
 CV0002.The geoid height was determined by GEOID03.
 CV0002
 CV0002;                    North         East    Units  Estimated Accuracy
 CV0002;SPC TXNC     - 2,154,840.      227,310.      MT  (+/- 180 meters Scaled)
 CV0002
 CV0002                          SUPERSEDED SURVEY CONTROL
 CV0002
 CV0002.No superseded survey control is available for this station.
 CV0002
 CV0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS345539(NAD 83)
 CV0002_MARKER: DB = BENCH MARK DISK
 CV0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0002_STAMPING: C 143 RESET 1963
 CV0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0002+STABILITY: SURFACE MOTION
 CV0002
 CV0002  HISTORY     - Date     Condition        Report By
 CV0002  HISTORY     - 1963     MONUMENTED       TXHD
 CV0002
 CV0002                          STATION DESCRIPTION
 CV0002
 CV0002'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1963
 CV0002'5.8 MI NE FROM SEAGRAVES.
 CV0002'ABOUT 5.8 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CV0002'FROM THE STATION AT SEAGRAVES, GAINES COUNTY, ABOUT 4.8 MILES
 CV0002'SOUTHWEST OF THE STATION SIGNBOARD AT WELLMAN, ABOUT 13 RAILS
 CV0002'SOUTHWEST OF MILEPOST 57, ABOUT 28 RAILS NORTHEAST OF A PUBLIC-ROAD
 CV0002'CROSSING, ABOUT 23 YARDS SOUTHWEST OF AN ANGLE OF THE RIGHT-OF-WAY
 CV0002'FENCE, 86 FEET SOUTHEAST OF THE TRACK, AND 9 FEET NORTHWEST OF THE
 CV0002'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 CV0002'ABOVE THE GROUND.  NOTE-- NEW BENCH MARK MOVED TO 45 FEET OF RAILROAD
 CV0002'TRACK NEXT TO TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0735 ***********************************************************************
 CA0735  DESIGNATION -  C 1430
 CA0735  PID         -  CA0735
 CA0735  STATE/COUNTY-  TX/CONCHO
 CA0735  USGS QUAD   -  EDEN (1970)
 CA0735
 CA0735                         *CURRENT SURVEY CONTROL
 CA0735  ___________________________________________________________________
 CA0735* NAD 83(1986)-  31 12 58.     (N)    099 49 38.     (W)     SCALED    
 CA0735* NAVD 88     -       619.676  (meters)    2033.05   (feet)  ADJUSTED  
 CA0735  ___________________________________________________________________
 CA0735  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CA0735  DYNAMIC HT  -         618.816 (meters)    2030.23  (feet)  COMP
 CA0735  MODELED GRAV-     979,232.8   (mgal)                       NAVD 88
 CA0735
 CA0735  VERT ORDER  -  FIRST     CLASS II
 CA0735
 CA0735.The horizontal coordinates were scaled from a topographic map and have
 CA0735.an estimated accuracy of +/- 6 seconds.
 CA0735
 CA0735.The orthometric height was determined by differential leveling
 CA0735.and adjusted by the National Geodetic Survey in June 1991..
 CA0735
 CA0735.The geoid height was determined by GEOID03.
 CA0735
 CA0735.The dynamic height is computed by dividing the NAVD 88
 CA0735.geopotential number by the normal gravity value computed on the
 CA0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0735.degrees latitude (g = 980.6199 gals.).
 CA0735
 CA0735.The modeled gravity was interpolated from observed gravity values.
 CA0735
 CA0735;                    North         East    Units  Estimated Accuracy
 CA0735;SPC TX C     - 3,171,870.      748,220.      MT  (+/- 180 meters Scaled)
 CA0735
 CA0735                          SUPERSEDED SURVEY CONTROL
 CA0735
 CA0735.No superseded survey control is available for this station.
 CA0735
 CA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV212538(NAD 83)
 CA0735_MARKER: I = METAL ROD
 CA0735_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0735+WITH SETTING: INFORMATION.
 CA0735_SP_SET: SHALLOW SET METAL ROD
 CA0735_STAMPING: C 1430 1981
 CA0735_MARK LOGO: NGS   
 CA0735_PROJECTION: FLUSH
 CA0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0735_ROD/PIPE-DEPTH: 1.2  meters
 CA0735
 CA0735  HISTORY     - Date     Condition        Report By
 CA0735  HISTORY     - 1981     MONUMENTED       NGS
 CA0735  HISTORY     - 19991231 GOOD             USPSQD
 CA0735
 CA0735                          STATION DESCRIPTION
 CA0735
 CA0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0735'1.8 KM (1.1 MI) EAST FROM EDEN.
 CA0735'1.8 KM (1.1 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION
 CA0735'WITH U.S. HIGHWAY 83 IN EDEN, 12.0 METERS (39.4 FT) SOUTH OF THE
 CA0735'CENTERLINE OF THE HIGHWAY AND 3.4 METERS (11.2 FT) EAST OF A UTILITY
 CA0735'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0735'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 CA0735'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 CA0735
 CA0735                          STATION RECOVERY (1999)
 CA0735
 CA0735'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0780 ***********************************************************************
 CB0780  DESIGNATION -  C 1431
 CB0780  PID         -  CB0780
 CB0780  STATE/COUNTY-  TX/TOM GREEN
 CB0780  USGS QUAD   -  VANCOURT (1984)
 CB0780
 CB0780                         *CURRENT SURVEY CONTROL
 CB0780  ___________________________________________________________________
 CB0780* NAD 83(1986)-  31 21 03.     (N)    100 11 42.     (W)     SCALED    
 CB0780* NAVD 88     -       570.940  (meters)    1873.16   (feet)  ADJUSTED  
 CB0780  ___________________________________________________________________
 CB0780  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0780  DYNAMIC HT  -         570.159 (meters)    1870.60  (feet)  COMP
 CB0780  MODELED GRAV-     979,254.9   (mgal)                       NAVD 88
 CB0780
 CB0780  VERT ORDER  -  FIRST     CLASS II
 CB0780
 CB0780.The horizontal coordinates were scaled from a topographic map and have
 CB0780.an estimated accuracy of +/- 6 seconds.
 CB0780
 CB0780.The orthometric height was determined by differential leveling
 CB0780.and adjusted by the National Geodetic Survey in June 1991..
 CB0780
 CB0780.The geoid height was determined by GEOID03.
 CB0780
 CB0780.The dynamic height is computed by dividing the NAVD 88
 CB0780.geopotential number by the normal gravity value computed on the
 CB0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0780.degrees latitude (g = 980.6199 gals.).
 CB0780
 CB0780.The modeled gravity was interpolated from observed gravity values.
 CB0780
 CB0780;                    North         East    Units  Estimated Accuracy
 CB0780;SPC TX C     - 3,186,710.      713,160.      MT  (+/- 180 meters Scaled)
 CB0780
 CB0780                          SUPERSEDED SURVEY CONTROL
 CB0780
 CB0780.No superseded survey control is available for this station.
 CB0780
 CB0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV863691(NAD 83)
 CB0780_MARKER: I = METAL ROD
 CB0780_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0780+WITH SETTING: INFORMATION.
 CB0780_SP_SET: SHALLOW SET METAL ROD
 CB0780_STAMPING: C 1431 1981
 CB0780_MARK LOGO: NGS   
 CB0780_PROJECTION: FLUSH
 CB0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0780_ROD/PIPE-DEPTH: 3.0  meters
 CB0780
 CB0780  HISTORY     - Date     Condition        Report By
 CB0780  HISTORY     - 1981     MONUMENTED       NGS
 CB0780
 CB0780                          STATION DESCRIPTION
 CB0780
 CB0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0780'28.9 KM (17.95 MI) SE FROM SAN ANGELO.
 CB0780'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0780'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 18.2 KM (11.3 MI)
 CB0780'SOUTHEASTERLY ALONG U. S. HIGHWAY 87, 88.7 METERS (291.0 FT) NORTHWEST
 CB0780'OF THE CENTER OF A TRACK ROAD LEADING SOUTHWEST, 22.5 METERS (73.8 FT)
 CB0780'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.1 METERS (56.1 FT)
 CB0780'SOUTH OF THE SOUTHEAST END OF A MULTI-BOX CULVERT AND 2.8 METERS (9.2
 CB0780'FT) SOUTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 CB0780'THROUGH A 5-INCH LOGO CAP.
 CB0780'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CB0780'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1124 ***********************************************************************
 AJ1124  DESIGNATION -  C 1432
 AJ1124  PID         -  AJ1124
 AJ1124  STATE/COUNTY-  TX/WEBB
 AJ1124  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1124
 AJ1124                         *CURRENT SURVEY CONTROL
 AJ1124  ___________________________________________________________________
 AJ1124* NAD 83(1986)-  27 58 34.     (N)    099 31 32.     (W)     SCALED    
 AJ1124* NAVD 88     -       248.709  (meters)     815.97   (feet)  ADJUSTED  
 AJ1124  ___________________________________________________________________
 AJ1124  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AJ1124  DYNAMIC HT  -         248.323 (meters)     814.71  (feet)  COMP
 AJ1124  MODELED GRAV-     979,088.5   (mgal)                       NAVD 88
 AJ1124
 AJ1124  VERT ORDER  -  FIRST     CLASS II
 AJ1124
 AJ1124.The horizontal coordinates were scaled from a topographic map and have
 AJ1124.an estimated accuracy of +/- 6 seconds.
 AJ1124
 AJ1124.The orthometric height was determined by differential leveling
 AJ1124.and adjusted by the National Geodetic Survey in June 1991..
 AJ1124
 AJ1124.The geoid height was determined by GEOID03.
 AJ1124
 AJ1124.The dynamic height is computed by dividing the NAVD 88
 AJ1124.geopotential number by the normal gravity value computed on the
 AJ1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1124.degrees latitude (g = 980.6199 gals.).
 AJ1124
 AJ1124.The modeled gravity was interpolated from observed gravity values.
 AJ1124
 AJ1124;                    North         East    Units  Estimated Accuracy
 AJ1124;SPC TX S     - 5,256,290.      199,100.      MT  (+/- 180 meters Scaled)
 AJ1124
 AJ1124                          SUPERSEDED SURVEY CONTROL
 AJ1124
 AJ1124.No superseded survey control is available for this station.
 AJ1124
 AJ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR483946(NAD 83)
 AJ1124_MARKER: I = METAL ROD
 AJ1124_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1124+WITH SETTING: INFORMATION.
 AJ1124_SP_SET: SHALLOW SET METAL ROD
 AJ1124_STAMPING: C 1432 1982
 AJ1124_MARK LOGO: NGS   
 AJ1124_PROJECTION: FLUSH
 AJ1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1124_ROD/PIPE-DEPTH: 0.91 meters
 AJ1124
 AJ1124  HISTORY     - Date     Condition        Report By
 AJ1124  HISTORY     - 1982     MONUMENTED       NGS
 AJ1124  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ1124
 AJ1124                          STATION DESCRIPTION
 AJ1124
 AJ1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1124'26.7 KM (16.55 MI) NW FROM WEBB.
 AJ1124'26.7 KM (16.55 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 AJ1124'OF INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, ON A HILL AND ACROSS
 AJ1124'HIGHWAY FROM THE NORTHWEST END OF AN IRON GATE, 23.4 METERS (76.9 FT),
 AJ1124'AND 0.3 METER (1.0 FT) NORTHEAST OF A FENCE LINE, NOTE, ROD DRIVEN TO
 AJ1124'REFUSAL AND ANCHORED IN HARD SANDSTONE.
 AJ1124'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AJ1124'THE MARK IS 1.8 M ABOVE HIGHWAY.
 AJ1124
 AJ1124                          STATION RECOVERY (2002)
 AJ1124
 AJ1124'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1582 ***********************************************************************
 AY1582  DESIGNATION -  C 1433
 AY1582  PID         -  AY1582
 AY1582  STATE/COUNTY-  TX/UVALDE
 AY1582  USGS QUAD   -  HACIENDA (1960)
 AY1582
 AY1582                         *CURRENT SURVEY CONTROL
 AY1582  ___________________________________________________________________
 AY1582* NAD 83(1986)-  29 14 31.     (N)    099 56 53.     (W)     SCALED    
 AY1582* NAVD 88     -       295.746  (meters)     970.29   (feet)  ADJUSTED  
 AY1582  ___________________________________________________________________
 AY1582  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AY1582  DYNAMIC HT  -         295.315 (meters)     968.88  (feet)  COMP
 AY1582  MODELED GRAV-     979,176.5   (mgal)                       NAVD 88
 AY1582
 AY1582  VERT ORDER  -  FIRST     CLASS II
 AY1582
 AY1582.The horizontal coordinates were scaled from a topographic map and have
 AY1582.an estimated accuracy of +/- 6 seconds.
 AY1582
 AY1582.The orthometric height was determined by differential leveling
 AY1582.and adjusted by the National Geodetic Survey in June 1991..
 AY1582
 AY1582.The geoid height was determined by GEOID03.
 AY1582
 AY1582.The dynamic height is computed by dividing the NAVD 88
 AY1582.geopotential number by the normal gravity value computed on the
 AY1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1582.degrees latitude (g = 980.6199 gals.).
 AY1582
 AY1582.The modeled gravity was interpolated from observed gravity values.
 AY1582
 AY1582;                    North         East    Units  Estimated Accuracy
 AY1582;SPC TXSC     - 4,156,490.      507,850.      MT  (+/- 180 meters Scaled)
 AY1582
 AY1582                          SUPERSEDED SURVEY CONTROL
 AY1582
 AY1582.No superseded survey control is available for this station.
 AY1582
 AY1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT078351(NAD 83)
 AY1582_MARKER: DB = BENCH MARK DISK
 AY1582_SETTING: 66 = SET IN ROCK OUTCROP
 AY1582_SP_SET: ROCK OUTCROP
 AY1582_STAMPING: C 1433 1982
 AY1582_MARK LOGO: NGS   
 AY1582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1582+STABILITY: POSITION/ELEVATION WELL
 AY1582
 AY1582  HISTORY     - Date     Condition        Report By
 AY1582  HISTORY     - 1982     MONUMENTED       NGS
 AY1582
 AY1582                          STATION DESCRIPTION
 AY1582
 AY1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1582'15.1 KM (9.35 MI) WSW FROM UVALDE.
 AY1582'15.1 KM (9.35 MI) WEST SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 AY1582'SERVICE ROAD FROM THE STATION IN UVALDE, ALSO 0.81 KM (0.5 MI) WEST OF
 AY1582'RAILROAD MILEMARKER NUMBER 310, SET IN TOP OF A 2 BY 5 FT. OUTCROP OF
 AY1582'PAINTED ROCK, ABOUT 46 METERS (150.0 FT) WEST OF THE WEST END OF A
 AY1582'CURVE IN RAILROAD, 6.2 METERS (20.2 FT) NORTH OF THE NORTH RAIL OF THE
 AY1582'SOUTHERN PACIFIC RAILROAD, 22.9 METERS (75.0 FT) WEST OF A POWERLINE
 AY1582'POLE, 13 7 METERS (45.0 FT) NORTH OF APPROXIMATE CENTER OF THE
 AY1582'RAILROAD SERVICE ROAD, AND 9.1 METERS (30.0 FT) SOUTH OF A FENCE LINE.
 AY1582'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 AY1582'THE MARK IS 0.30 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0164 ***********************************************************************
 AP0164  DESIGNATION -  C 1434
 AP0164  PID         -  AP0164
 AP0164  STATE/COUNTY-  TX/MAVERICK
 AP0164  USGS QUAD   -  PALOMA (1974)
 AP0164
 AP0164                         *CURRENT SURVEY CONTROL
 AP0164  ___________________________________________________________________
 AP0164* NAD 83(1986)-  28 56 46.     (N)    100 29 47.     (W)     SCALED    
 AP0164* NAVD 88     -       271.452  (meters)     890.59   (feet)  ADJUSTED  
 AP0164  ___________________________________________________________________
 AP0164  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AP0164  DYNAMIC HT  -         271.051 (meters)     889.27  (feet)  COMP
 AP0164  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 AP0164
 AP0164  VERT ORDER  -  FIRST     CLASS II
 AP0164
 AP0164.The horizontal coordinates were scaled from a topographic map and have
 AP0164.an estimated accuracy of +/- 6 seconds.
 AP0164
 AP0164.The orthometric height was determined by differential leveling
 AP0164.and adjusted by the National Geodetic Survey in June 1991..
 AP0164
 AP0164.The geoid height was determined by GEOID03.
 AP0164
 AP0164.The dynamic height is computed by dividing the NAVD 88
 AP0164.geopotential number by the normal gravity value computed on the
 AP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0164.degrees latitude (g = 980.6199 gals.).
 AP0164
 AP0164.The modeled gravity was interpolated from observed gravity values.
 AP0164
 AP0164;                    North         East    Units  Estimated Accuracy
 AP0164;SPC TXSC     - 4,124,260.      454,140.      MT  (+/- 180 meters Scaled)
 AP0164
 AP0164                          SUPERSEDED SURVEY CONTROL
 AP0164
 AP0164.No superseded survey control is available for this station.
 AP0164
 AP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT541029(NAD 83)
 AP0164_MARKER: I = METAL ROD
 AP0164_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0164_SP_SET: STAINLESS STEEL ROD
 AP0164_STAMPING: C 1434 1982
 AP0164_MARK LOGO: NGS   
 AP0164_PROJECTION: FLUSH
 AP0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0164_ROD/PIPE-DEPTH: 3.7  meters
 AP0164
 AP0164  HISTORY     - Date     Condition        Report By
 AP0164  HISTORY     - 1982     MONUMENTED       NGS
 AP0164
 AP0164                          STATION DESCRIPTION
 AP0164
 AP0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0164'27.1 KM (16.8 MI) SSW FROM SPOFFORD.
 AP0164'27.1 KM (16.8 MI) SOUTH SOUTHWEST ALONG STATE ROUTE 131 FROM THE
 AP0164'JUNCTION OF FARM ROAD 1572 IN SPOFFORD, ALSO 0.25 KM (0.15 MI) EAST
 AP0164'ALONG QUARRY STREET FROM THE COURTHOUSE IN EAGLE PASS, THENCE 19.1 KM
 AP0164'(11.85 MI) NORTH ALONG U.S. HIGHWAY 277, CEYLON STREET, TO JUNCTION OF
 AP0164'STATE HIGHWAY 131, THENCE NORTH NORTHEAST ALONG STATE ROUTE 131 FOR
 AP0164'11.3 KM (7.0 MI) AT AN EAST WEST FENCE LINE INTERSECTION AND A FIELD
 AP0164'ROAD LEADING WEST, 27.4 METERS (89.9 FT) WEST NORTHWEST OF THE CENTER
 AP0164'LINE OF HIGHWAY, 7.9 METERS (25.8 FT) SOUTH SOUTHWEST OF CENTER OF A
 AP0164'METAL GATE AND FIELD ROAD, 0.3 METER (1.0 FT) EAST SOUTHEAST OF A
 AP0164'FENCE LINE, AND 3.7 METERS (12.0 FT) SOUTH SOUTHWEST OF AN EXTENDED
 AP0164'LINE OF AN EAST WEST FENCE LINE, NOTE, ROD DRIVEN TO REFUSAL.
 AP0164'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AP0164'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1195 ***********************************************************************
 AB1195  DESIGNATION -  C 1435
 AB1195  PID         -  AB1195
 AB1195  STATE/COUNTY-  TX/CAMERON
 AB1195  USGS QUAD   -  OLMITO (1983)
 AB1195
 AB1195                         *CURRENT SURVEY CONTROL
 AB1195  ___________________________________________________________________
 AB1195* NAD 83(1986)-  26 00 11.     (N)    097 31 49.     (W)     SCALED    
 AB1195* NAVD 88     -         8.754  (meters)      28.72   (feet)  ADJUSTED  
 AB1195  ___________________________________________________________________
 AB1195  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 AB1195  DYNAMIC HT  -           8.739 (meters)      28.67  (feet)  COMP
 AB1195  MODELED GRAV-     979,031.1   (mgal)                       NAVD 88
 AB1195
 AB1195  VERT ORDER  -  FIRST     CLASS II
 AB1195
 AB1195.The horizontal coordinates were scaled from a topographic map and have
 AB1195.an estimated accuracy of +/- 6 seconds.
 AB1195
 AB1195.The orthometric height was determined by differential leveling
 AB1195.and adjusted by the National Geodetic Survey in June 1991..
 AB1195
 AB1195.The geoid height was determined by GEOID03.
 AB1195
 AB1195.The dynamic height is computed by dividing the NAVD 88
 AB1195.geopotential number by the normal gravity value computed on the
 AB1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1195.degrees latitude (g = 980.6199 gals.).
 AB1195
 AB1195.The modeled gravity was interpolated from observed gravity values.
 AB1195
 AB1195;                    North         East    Units  Estimated Accuracy
 AB1195;SPC TX S     - 5,037,640.      397,090.      MT  (+/- 180 meters Scaled)
 AB1195
 AB1195                          SUPERSEDED SURVEY CONTROL
 AB1195
 AB1195.No superseded survey control is available for this station.
 AB1195
 AB1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP470768(NAD 83)
 AB1195_MARKER: I = METAL ROD
 AB1195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1195_SP_SET: STAINLESS STEEL ROD
 AB1195_STAMPING: C 1435 1981
 AB1195_MARK LOGO: NGS   
 AB1195_PROJECTION: FLUSH
 AB1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1195_ROD/PIPE-DEPTH: 10.9 meters
 AB1195
 AB1195  HISTORY     - Date     Condition        Report By
 AB1195  HISTORY     - 1981     MONUMENTED       NGS
 AB1195  HISTORY     - 19910320 POOR             USPSQD
 AB1195  HISTORY     - 19950213 MARK NOT FOUND   USPSQD
 AB1195
 AB1195                          STATION DESCRIPTION
 AB1195
 AB1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1195'2.9 KM (1.8 MI) SSE FROM OLMITO.
 AB1195'2.9 KM (1.8 MI) SOUTH SOUTHEAST ALONG U.S. HIGHWAY 77 FROM THE
 AB1195'JUNCTION OF FARM ROADS 803 AND 511 IN OLMITO AT A POINT BETWEEN THE
 AB1195'MISSOURI PACIFIC RAILROAD TRACKS AND THE WEST SERVICE ROAD OF U.S.
 AB1195'HIGHWAY 77, IS 0.2 KM (0.1 MI) SOUTH OF A DIRT ROAD LEADING WEST
 AB1195'ACROSS THE RAILROAD TRACKS, ABOUT 106.6 METERS (350 FT) NORTH OF A
 AB1195'POTTERY SHOP, 21.1 METERS (69.5 FT) WEST NORTHWEST OF THE CENTER OF
 AB1195'THE SERVICE ROAD, 14.9 METERS (49.0 FT) EAST OF THE EAST RAIL,
 AB1195'9.9 METERS (32.5 FT) WEST OF THE NORTH ONE OF THREE PALM TREES,
 AB1195'0.75 METERS (2.5 FT) SOUTH SOUTHEAST OF A 2.1 METERS (7.0 FT)
 AB1195'TELEPHONE POST WITH AN UNDERGROUND CABLE SIGN, 27.4 METERS (90.0 FT)
 AB1195'NORTHWEST OF A POWERLINE POLE, AND 17.3 METERS (57.0 FT) SOUTH
 AB1195'SOUTHEAST OF A POWERLINE POLE.
 AB1195'THE MARK IS 0.6 METERS  NNW FROM A WITNESS POST.
 AB1195'THE MARK IS 0.6 M BELOW SERVICE ROAD.
 AB1195
 AB1195                          STATION RECOVERY (1991)
 AB1195
 AB1195'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1195'MARK RECOVERED IN POOR CONDITION.
 AB1195
 AB1195                          STATION RECOVERY (1995)
 AB1195
 AB1195'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1247 ***********************************************************************
 AB1247  DESIGNATION -  C 1436
 AB1247  PID         -  AB1247
 AB1247  STATE/COUNTY-  TX/CAMERON
 AB1247  USGS QUAD   -  PORT ISABEL (1983)
 AB1247
 AB1247                         *CURRENT SURVEY CONTROL
 AB1247  ___________________________________________________________________
 AB1247* NAD 83(1986)-  26 05 47.     (N)    097 09 59.     (W)     SCALED    
 AB1247* NAVD 88     -         1.470  (meters)       4.82   (feet)  ADJUSTED  
 AB1247  ___________________________________________________________________
 AB1247  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB1247  DYNAMIC HT  -           1.468 (meters)       4.82  (feet)  COMP
 AB1247  MODELED GRAV-     979,070.7   (mgal)                       NAVD 88
 AB1247
 AB1247  VERT ORDER  -  FIRST     CLASS II
 AB1247
 AB1247.The horizontal coordinates were scaled from a topographic map and have
 AB1247.an estimated accuracy of +/- 6 seconds.
 AB1247
 AB1247.The orthometric height was determined by differential leveling
 AB1247.and adjusted by the National Geodetic Survey in June 1991..
 AB1247
 AB1247.The geoid height was determined by GEOID03.
 AB1247
 AB1247.The dynamic height is computed by dividing the NAVD 88
 AB1247.geopotential number by the normal gravity value computed on the
 AB1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1247.degrees latitude (g = 980.6199 gals.).
 AB1247
 AB1247.The modeled gravity was interpolated from observed gravity values.
 AB1247
 AB1247;                    North         East    Units  Estimated Accuracy
 AB1247;SPC TX S     - 5,048,320.      433,410.      MT  (+/- 180 meters Scaled)
 AB1247
 AB1247                          SUPERSEDED SURVEY CONTROL
 AB1247
 AB1247.No superseded survey control is available for this station.
 AB1247
 AB1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP833876(NAD 83)
 AB1247_MARKER: I = METAL ROD
 AB1247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1247_SP_SET: STAINLESS STEEL ROD
 AB1247_STAMPING: C 1436 1982
 AB1247_MARK LOGO: NGS   
 AB1247_PROJECTION: FLUSH
 AB1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1247+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 AB1247_ROD/PIPE-DEPTH: 13.4 meters
 AB1247
 AB1247  HISTORY     - Date     Condition        Report By
 AB1247  HISTORY     - 1982     MONUMENTED       NGS
 AB1247  HISTORY     - 19910411 GOOD             USPSQD
 AB1247  HISTORY     - 20040223 GOOD             USPSQD
 AB1247
 AB1247                          STATION DESCRIPTION
 AB1247
 AB1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1247'1.3 KM (0.8 MI) NORTH FROM SOUTH PADRE ISLAND.
 AB1247'1.3 KM (0.8 MI) NORTH ALONG STATE PARK ROAD 100 NORTH FROM THE
 AB1247'JUNCTION OF STATE PARK ROAD 100 SOUTH AND STATE PARK ROAD 100 WEST IN
 AB1247'SOUTH PADRE ISLAND, SET AT THE JUNCTION OF STATE PARK ROAD 100 NORTH
 AB1247'(PADRE BOULEVARD) AND MARISOL DRIVE AT A TEXACO GAS STATION AND ABOUT
 AB1247'HALFWAY BETWEEN THE TEXACO SIGN AND A STREET LIGHT POLE, 15.8 METERS
 AB1247'(52.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.5 METERS (28.0 FT)
 AB1247'SOUTH OF THE CENTER OF MARISOL DRIVE, 18.7 METERS (61.5 FT) NORTHWEST
 AB1247'OF THE NORTHWEST CORNER OF THE TEXACO SERVICE STATION BUILDING,
 AB1247'0.8 METER (2.5 FT) EAST OF THE LIGHT POLE, 1.8 METERS (6.0 FT) WEST OF
 AB1247'THE TEXACO SIGN, AND 0.9 METER (3.0 FT) SOUTH OF A PALM TREE.
 AB1247'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 AB1247'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB1247
 AB1247                          STATION RECOVERY (1991)
 AB1247
 AB1247'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1247'RECOVERED IN GOOD CONDITION.
 AB1247
 AB1247                          STATION RECOVERY (2004)
 AB1247
 AB1247'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1652 ***********************************************************************
 AY1652  DESIGNATION -  C 1437
 AY1652  PID         -  AY1652
 AY1652  STATE/COUNTY-  TX/BEXAR
 AY1652  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1652
 AY1652                         *CURRENT SURVEY CONTROL
 AY1652  ___________________________________________________________________
 AY1652* NAD 83(1986)-  29 26 28.     (N)    098 30 12.     (W)     SCALED    
 AY1652* NAVD 88     -       199.232  (meters)     653.65   (feet)  ADJUSTED  
 AY1652  ___________________________________________________________________
 AY1652  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AY1652  DYNAMIC HT  -         198.942 (meters)     652.70  (feet)  COMP
 AY1652  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 AY1652
 AY1652  VERT ORDER  -  FIRST     CLASS II
 AY1652
 AY1652.The horizontal coordinates were scaled from a topographic map and have
 AY1652.an estimated accuracy of +/- 6 seconds.
 AY1652
 AY1652.The orthometric height was determined by differential leveling
 AY1652.and adjusted by the National Geodetic Survey in June 1991..
 AY1652
 AY1652.The geoid height was determined by GEOID03.
 AY1652
 AY1652.The dynamic height is computed by dividing the NAVD 88
 AY1652.geopotential number by the normal gravity value computed on the
 AY1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1652.degrees latitude (g = 980.6199 gals.).
 AY1652
 AY1652.The modeled gravity was interpolated from observed gravity values.
 AY1652
 AY1652;                    North         East    Units  Estimated Accuracy
 AY1652;SPC TXSC     - 4,178,290.      648,180.      MT  (+/- 180 meters Scaled)
 AY1652
 AY1652                          SUPERSEDED SURVEY CONTROL
 AY1652
 AY1652.No superseded survey control is available for this station.
 AY1652
 AY1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT481569(NAD 83)
 AY1652_MARKER: DB = BENCH MARK DISK
 AY1652_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AY1652_SP_SET: CONCRETE ABUTMENT
 AY1652_STAMPING: C 1437 1982
 AY1652_MARK LOGO: NGS   
 AY1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1652
 AY1652  HISTORY     - Date     Condition        Report By
 AY1652  HISTORY     - 1982     MONUMENTED       NGS
 AY1652  HISTORY     - 19950504 GOOD             USPSQD
 AY1652
 AY1652                          STATION DESCRIPTION
 AY1652
 AY1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1652'IN SAN ANTONIO.
 AY1652'2.2 KM (1.4 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1652'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, AT
 AY1652'THE INTERSECTION OF NORTH FLORES STREET LEADING SOUTH, THE DISK IS SET
 AY1652'IN THE SOUTHWEST END OF THE SOUTHEAST RETAINING WALL AT A CONCRETE
 AY1652'BRIDGE OVER SAN PEDRO CREEK, 4.5 METERS (15.0 FT) NORTHWEST OF THE
 AY1652'CENTER OF CAMARON STREET, 14.0 METERS (46.0 FT) WEST OF THE CENTERLINE
 AY1652'OF THE SOUTH SOUTHEAST BOUND LANE OF NORTH FLORES STREET, 8.2 METERS
 AY1652'(27.0 FT) SOUTH OF THE CENTER OF THE SOUTHWEST EDGE OF THE CONCRETE
 AY1652'BRIDGE OVER SAN PEDRO CREEK, 0.46 METERS (1.5 FT) NORTH NORTHEAST OF
 AY1652'THE SOUTHWEST END OF THE RETAINING WALL, AND 1.0 METER (1.8 FT) SOUTH
 AY1652'SOUTHWEST OF A METAL PIPE RAIL ATTACHED TO THE TOP OF THE RETAINING
 AY1652'WALL.
 AY1652'THE MARK IS 0.46 M ABOVE CAMARON STREET.
 AY1652
 AY1652                          STATION RECOVERY (1995)
 AY1652
 AY1652'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0501 ***********************************************************************
 AO0501  DESIGNATION -  C 1438
 AO0501  PID         -  AO0501
 AO0501  STATE/COUNTY-  TX/WEBB
 AO0501  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0501
 AO0501                         *CURRENT SURVEY CONTROL
 AO0501  ___________________________________________________________________
 AO0501* NAD 83(1986)-  28 12 41.     (N)    099 36 55.     (W)     SCALED    
 AO0501* NAVD 88     -       191.526  (meters)     628.36   (feet)  ADJUSTED  
 AO0501  ___________________________________________________________________
 AO0501  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AO0501  DYNAMIC HT  -         191.233 (meters)     627.40  (feet)  COMP
 AO0501  MODELED GRAV-     979,111.5   (mgal)                       NAVD 88
 AO0501
 AO0501  VERT ORDER  -  FIRST     CLASS II
 AO0501
 AO0501.The horizontal coordinates were scaled from a topographic map and have
 AO0501.an estimated accuracy of +/- 6 seconds.
 AO0501
 AO0501.The orthometric height was determined by differential leveling
 AO0501.and adjusted by the National Geodetic Survey in June 1991..
 AO0501
 AO0501.The geoid height was determined by GEOID03.
 AO0501
 AO0501.The dynamic height is computed by dividing the NAVD 88
 AO0501.geopotential number by the normal gravity value computed on the
 AO0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0501.degrees latitude (g = 980.6199 gals.).
 AO0501
 AO0501.The modeled gravity was interpolated from observed gravity values.
 AO0501
 AO0501;                    North         East    Units  Estimated Accuracy
 AO0501;SPC TX S     - 5,282,440.      190,500.      MT  (+/- 180 meters Scaled)
 AO0501
 AO0501                          SUPERSEDED SURVEY CONTROL
 AO0501
 AO0501.No superseded survey control is available for this station.
 AO0501
 AO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS396207(NAD 83)
 AO0501_MARKER: I = METAL ROD
 AO0501_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0501+WITH SETTING: INFORMATION.
 AO0501_SP_SET: SHALLOW SET METAL ROD
 AO0501_STAMPING: C 1438 1982
 AO0501_MARK LOGO: NGS   
 AO0501_PROJECTION: FLUSH
 AO0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0501_ROD/PIPE-DEPTH: 2.4  meters
 AO0501
 AO0501  HISTORY     - Date     Condition        Report By
 AO0501  HISTORY     - 1982     MONUMENTED       NGS
 AO0501  HISTORY     - 20010326 MARK NOT FOUND   USPSQD
 AO0501
 AO0501                          STATION DESCRIPTION
 AO0501
 AO0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0501'15.3 KM (9.5 MI) SE FROM CATARINA.
 AO0501'15.3 KM (9.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AO0501'IN CATARINA, 73.9 METERS (242.5 FT) NORTH NORTHEAST OF NORTHWEST
 AO0501'CORNER OF CULVERT HEADWALL, 20.5 METERS (67.5 FT) WEST OF CENTERLINE
 AO0501'OF THE HIGHWAY 4.3 METERS (14.0 FT) EAST OF POLE NUMBER 478 OF TWO
 AO0501'POWER POLES, AND 0.3 METER (1.0 FT) EAST OF A FENCE, NOTE, ROD DRIVEN
 AO0501'TO REFUSAL.
 AO0501'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 AO0501'THE MARK IS 0.61 M BELOW HIGHWAY.
 AO0501
 AO0501                          STATION RECOVERY (2001)
 AO0501
 AO0501'RECOVERY NOTE BY US POWER SQUADRON 2001 (WHM)
 AO0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0528 ***********************************************************************
 AO0528  DESIGNATION -  C 1439
 AO0528  PID         -  AO0528
 AO0528  STATE/COUNTY-  TX/DIMMIT
 AO0528  USGS QUAD   -  CARRIZO SPRINGS NW (1972)
 AO0528
 AO0528                         *CURRENT SURVEY CONTROL
 AO0528  ___________________________________________________________________
 AO0528* NAD 83(1986)-  28 37 32.     (N)    099 59 20.     (W)     SCALED    
 AO0528* NAVD 88     -       199.917  (meters)     655.89   (feet)  ADJUSTED  
 AO0528  ___________________________________________________________________
 AO0528  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AO0528  DYNAMIC HT  -         199.619 (meters)     654.92  (feet)  COMP
 AO0528  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AO0528
 AO0528  VERT ORDER  -  FIRST     CLASS II
 AO0528
 AO0528.The horizontal coordinates were scaled from a topographic map and have
 AO0528.an estimated accuracy of +/- 6 seconds.
 AO0528
 AO0528.The orthometric height was determined by differential leveling
 AO0528.and adjusted by the National Geodetic Survey in June 1991..
 AO0528
 AO0528.The geoid height was determined by GEOID03.
 AO0528
 AO0528.The dynamic height is computed by dividing the NAVD 88
 AO0528.geopotential number by the normal gravity value computed on the
 AO0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0528.degrees latitude (g = 980.6199 gals.).
 AO0528
 AO0528.The modeled gravity was interpolated from observed gravity values.
 AO0528
 AO0528;                    North         East    Units  Estimated Accuracy
 AO0528;SPC TXSC     - 4,088,210.      503,310.      MT  (+/- 180 meters Scaled)
 AO0528
 AO0528                          SUPERSEDED SURVEY CONTROL
 AO0528
 AO0528.No superseded survey control is available for this station.
 AO0528
 AO0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS033669(NAD 83)
 AO0528_MARKER: I = METAL ROD
 AO0528_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AO0528_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AO0528_STAMPING: C 1439 1982
 AO0528_MARK LOGO: NGS   
 AO0528_PROJECTION: RECESSED 3 CENTIMETERS
 AO0528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AO0528+STABILITY: POSITION/ELEVATION WELL
 AO0528_ROD/PIPE-DEPTH: 10.0 meters
 AO0528_SLEEVE-DEPTH  : 9.4 meters
 AO0528
 AO0528  HISTORY     - Date     Condition        Report By
 AO0528  HISTORY     - 1982     MONUMENTED       NGS
 AO0528
 AO0528                          STATION DESCRIPTION
 AO0528
 AO0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0528'18.7 KM (11.6 MI) NW FROM CARRIZO SPRINGS.
 AO0528'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0528'SPRINGS, THENCE 18.7 KM (11.6 MI) NORTHWEST ALONG U.S. HIGHWAY 277, AT
 AO0528'THE JUNCTION OF U.S. HIGHWAY 277 AND FARM ROAD 393, 51.5 METERS (169.0
 AO0528'FT) NORTH NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 277, 28.0 METERS
 AO0528'(92.0 FT) WEST NORTHWEST OF THE CENTER OF THE SOUTHWEST END OF SMALL
 AO0528'CONCRETE CULVERT UNDER FARM ROAD 393, 13.7 METERS (45.0 FT) SOUTHWEST
 AO0528'OF THE CENTER OF FARM ROAD 393, 20.5 METERS (67.5 FT) SOUTH SOUTHEAST
 AO0528'OF A TELEPHONE POLE, 1.6 METERS (5.3 FT) SOUTH OF A WOODEN FENCE
 AO0528'CORNER OF A FENCE LEADING NORTHWEST, AND 1.0 METER (3.2 FT) SOUTHEAST
 AO0528'OF A FENCE.
 AO0528'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 AO0528'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0134 ***********************************************************************
 CV0134  DESIGNATION -  C 144
 CV0134  PID         -  CV0134
 CV0134  STATE/COUNTY-  TX/ANDREWS
 CV0134  USGS QUAD   -  ANDREWS (1970)
 CV0134
 CV0134                         *CURRENT SURVEY CONTROL
 CV0134  ___________________________________________________________________
 CV0134* NAD 83(1986)-  32 17 35.     (N)    102 32 16.     (W)     SCALED    
 CV0134* NAVD 88     -       967.998  (meters)    3175.84   (feet)  ADJUSTED  
 CV0134  ___________________________________________________________________
 CV0134  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CV0134  DYNAMIC HT  -         966.648 (meters)    3171.41  (feet)  COMP
 CV0134  MODELED GRAV-     979,211.9   (mgal)                       NAVD 88
 CV0134
 CV0134  VERT ORDER  -  FIRST     CLASS II
 CV0134
 CV0134.The horizontal coordinates were scaled from a topographic map and have
 CV0134.an estimated accuracy of +/- 6 seconds.
 CV0134
 CV0134.The orthometric height was determined by differential leveling
 CV0134.and adjusted by the National Geodetic Survey in June 1991..
 CV0134
 CV0134.The geoid height was determined by GEOID03.
 CV0134
 CV0134.The dynamic height is computed by dividing the NAVD 88
 CV0134.geopotential number by the normal gravity value computed on the
 CV0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0134.degrees latitude (g = 980.6199 gals.).
 CV0134
 CV0134.The modeled gravity was interpolated from observed gravity values.
 CV0134
 CV0134;                    North         East    Units  Estimated Accuracy
 CV0134;SPC TXNC     - 2,076,770.      219,790.      MT  (+/- 180 meters Scaled)
 CV0134
 CV0134                          SUPERSEDED SURVEY CONTROL
 CV0134
 CV0134  NGVD 29 (??/??/92)  967.566  (m)         3174.42   (f) ADJ UNCH    1 2
 CV0134
 CV0134.Superseded values are not recommended for survey control.
 CV0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0134.See file dsdata.txt to determine how the superseded data were derived.
 CV0134
 CV0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR318755(NAD 83)
 CV0134_MARKER: DB = BENCH MARK DISK
 CV0134_SETTING: 0 = UNSPECIFIED SETTING
 CV0134_STAMPING: C 144 1934
 CV0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0134
 CV0134  HISTORY     - Date     Condition        Report By
 CV0134  HISTORY     - 1934     MONUMENTED       CGS
 CV0134  HISTORY     - 1957     MARK NOT FOUND   NGS
 CV0134
 CV0134                          STATION DESCRIPTION
 CV0134
 CV0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0134'2.3 MI SE FROM ANDREWS.
 CV0134'2.3 MI. S.E. ALONG STATE HIGHWAY 137 FROM HIGH SCHOOL ALONG TEXAS
 CV0134'STATE HIGHWAY NO. 137, 78 FEET SOUTHEAST OF GATE TO C. I. LONIS FARM,
 CV0134'50 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST OF RIGHT
 CV0134'OF WAY FENCE.  NOTE-- RD CONSTR. IN AREA.
 CV0134
 CV0134                          STATION RECOVERY (1957)
 CV0134
 CV0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CV0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0146 ***********************************************************************
 AP0146  DESIGNATION -  C 1440
 AP0146  PID         -  AP0146
 AP0146  STATE/COUNTY-  TX/MAVERICK
 AP0146  USGS QUAD   -  EAGLE PASS WEST (1983)
 AP0146
 AP0146                         *CURRENT SURVEY CONTROL
 AP0146  ___________________________________________________________________
 AP0146* NAD 83(1986)-  28 42 21.     (N)    100 30 27.     (W)     SCALED    
 AP0146* NAVD 88     -       221.344  (meters)     726.19   (feet)  ADJUSTED  
 AP0146  ___________________________________________________________________
 AP0146  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0146  DYNAMIC HT  -         221.013 (meters)     725.11  (feet)  COMP
 AP0146  MODELED GRAV-     979,144.7   (mgal)                       NAVD 88
 AP0146
 AP0146  VERT ORDER  -  FIRST     CLASS II
 AP0146
 AP0146.The horizontal coordinates were scaled from a topographic map and have
 AP0146.an estimated accuracy of +/- 6 seconds.
 AP0146
 AP0146.The orthometric height was determined by differential leveling
 AP0146.and adjusted by the National Geodetic Survey in June 1991..
 AP0146
 AP0146.The geoid height was determined by GEOID03.
 AP0146
 AP0146.The dynamic height is computed by dividing the NAVD 88
 AP0146.geopotential number by the normal gravity value computed on the
 AP0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0146.degrees latitude (g = 980.6199 gals.).
 AP0146
 AP0146.The modeled gravity was interpolated from observed gravity values.
 AP0146
 AP0146;                    North         East    Units  Estimated Accuracy
 AP0146;SPC TXSC     - 4,097,650.      452,710.      MT  (+/- 180 meters Scaled)
 AP0146
 AP0146                          SUPERSEDED SURVEY CONTROL
 AP0146
 AP0146.No superseded survey control is available for this station.
 AP0146
 AP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS527763(NAD 83)
 AP0146_MARKER: I = METAL ROD
 AP0146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0146_SP_SET: STAINLESS STEEL ROD
 AP0146_STAMPING: C 1440 1982
 AP0146_MARK LOGO: NGS   
 AP0146_PROJECTION: FLUSH
 AP0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0146_ROD/PIPE-DEPTH: 10.9 meters
 AP0146
 AP0146  HISTORY     - Date     Condition        Report By
 AP0146  HISTORY     - 1982     MONUMENTED       NGS
 AP0146
 AP0146                          STATION DESCRIPTION
 AP0146
 AP0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0146'IN EAGLE PASS.
 AP0146'IN EAGLE PASS, SET IN GRASS ISLAND AT THE SOUTHEAST END OF THE
 AP0146'INTERNATIONAL BRIDGE LEADING TO MEXICO, NEAR THE FLAGPOLE, SOUTH OF A
 AP0146'TRAFFIC IN BOUND TO THE UNITED STATES, 24.0 METERS (79.0 FT) NORTHWEST
 AP0146'OF THE NORTHWEST CORNER OF UNITED STATES BORDER STATION, A TWO STORY
 AP0146'BRICK BUILDING, 6.5 METERS (21.5 FT) SOUTHEAST OF THE NORTHWEST END OF
 AP0146'GRASS ISLAND, AND 1.3 METERS (4.5 FT) SOUTHEAST OF A FLAGPOLE.
 AP0146'THE MARK IS 0.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0895 ***********************************************************************
 CA0895  DESIGNATION -  C 1441
 CA0895  PID         -  CA0895
 CA0895  STATE/COUNTY-  TX/MCCULLOCH
 CA0895  USGS QUAD   -  BRADY SOUTH (1987)
 CA0895
 CA0895                         *CURRENT SURVEY CONTROL
 CA0895  ___________________________________________________________________
 CA0895* NAD 83(1986)-  31 03 25.     (N)    099 18 31.     (W)     SCALED    
 CA0895* NAVD 88     -       543.918  (meters)    1784.50   (feet)  ADJUSTED  
 CA0895  ___________________________________________________________________
 CA0895  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CA0895  DYNAMIC HT  -         543.186 (meters)    1782.10  (feet)  COMP
 CA0895  MODELED GRAV-     979,275.7   (mgal)                       NAVD 88
 CA0895
 CA0895  VERT ORDER  -  FIRST     CLASS II
 CA0895
 CA0895.The horizontal coordinates were scaled from a topographic map and have
 CA0895.an estimated accuracy of +/- 6 seconds.
 CA0895
 CA0895.The orthometric height was determined by differential leveling
 CA0895.and adjusted by the National Geodetic Survey in June 1991..
 CA0895
 CA0895.The geoid height was determined by GEOID03.
 CA0895
 CA0895.The dynamic height is computed by dividing the NAVD 88
 CA0895.geopotential number by the normal gravity value computed on the
 CA0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0895.degrees latitude (g = 980.6199 gals.).
 CA0895
 CA0895.The modeled gravity was interpolated from observed gravity values.
 CA0895
 CA0895;                    North         East    Units  Estimated Accuracy
 CA0895;SPC TX C     - 3,154,570.      797,790.      MT  (+/- 180 meters Scaled)
 CA0895
 CA0895                          SUPERSEDED SURVEY CONTROL
 CA0895
 CA0895.No superseded survey control is available for this station.
 CA0895
 CA0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV705359(NAD 83)
 CA0895_MARKER: I = METAL ROD
 CA0895_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 CA0895_SP_SET: UNSPECIFIED DEEP
 CA0895_STAMPING: C 1441 1982
 CA0895_MARK LOGO: NGS   
 CA0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0895+STABILITY: SURFACE MOTION
 CA0895
 CA0895  HISTORY     - Date     Condition        Report By
 CA0895  HISTORY     - 1982     MONUMENTED       NGS
 CA0895  HISTORY     - 19950814 GOOD             USPSQD
 CA0895
 CA0895                          STATION DESCRIPTION
 CA0895
 CA0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0895'9.3 KM (5.8 MI) SE FROM BRADY.
 CA0895'9.3 KM (5.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 CA0895'BRADY, SET AT THE NORTHEAST RIGHT-OF-WAY FENCE, BETWEEN TWO HILLS,
 CA0895'30.4 METERS (100.0 FT) NORTHEAST OF CENTERLINE OF THE HIGHWAY,
 CA0895'0.7 METER (2.5 FT) SOUTHEAST OF A TELEPHONE POLE NUMBER 4, AND
 CA0895'0.3 METER (1.0 FT) SOUTHWEST OF RIGHT-OF-WAY FENCE.
 CA0895'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CA0895'THE MARK IS 1.2 M BELOW HIGHWAY.
 CA0895
 CA0895                          STATION RECOVERY (1995)
 CA0895
 CA0895'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0697 ***********************************************************************
 CB0697  DESIGNATION -  C 1442
 CB0697  PID         -  CB0697
 CB0697  STATE/COUNTY-  TX/REAGAN
 CB0697  USGS QUAD   -  BIG LAKE (1971)
 CB0697
 CB0697                         *CURRENT SURVEY CONTROL
 CB0697  ___________________________________________________________________
 CB0697* NAD 83(1986)-  31 10 42.     (N)    101 23 24.     (W)     SCALED    
 CB0697* NAVD 88     -       834.018  (meters)    2736.27   (feet)  ADJUSTED  
 CB0697  ___________________________________________________________________
 CB0697  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CB0697  DYNAMIC HT  -         832.802 (meters)    2732.28  (feet)  COMP
 CB0697  MODELED GRAV-     979,155.7   (mgal)                       NAVD 88
 CB0697
 CB0697  VERT ORDER  -  FIRST     CLASS II
 CB0697
 CB0697.The horizontal coordinates were scaled from a topographic map and have
 CB0697.an estimated accuracy of +/- 6 seconds.
 CB0697
 CB0697.The orthometric height was determined by differential leveling
 CB0697.and adjusted by the National Geodetic Survey in June 1991..
 CB0697
 CB0697.The geoid height was determined by GEOID03.
 CB0697
 CB0697.The dynamic height is computed by dividing the NAVD 88
 CB0697.geopotential number by the normal gravity value computed on the
 CB0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0697.degrees latitude (g = 980.6199 gals.).
 CB0697
 CB0697.The modeled gravity was interpolated from observed gravity values.
 CB0697
 CB0697;                    North         East    Units  Estimated Accuracy
 CB0697;SPC TX C     - 3,168,060.      599,290.      MT  (+/- 180 meters Scaled)
 CB0697
 CB0697                          SUPERSEDED SURVEY CONTROL
 CB0697
 CB0697.No superseded survey control is available for this station.
 CB0697
 CB0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV722518(NAD 83)
 CB0697_MARKER: I = METAL ROD
 CB0697_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0697+WITH SETTING: INFORMATION.
 CB0697_SP_SET: SHALLOW SET METAL ROD
 CB0697_STAMPING: C 1442 1981
 CB0697_MARK LOGO: NGS   
 CB0697_PROJECTION: FLUSH
 CB0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0697+STABILITY: POSITION/ELEVATION WELL
 CB0697_ROD/PIPE-DEPTH: 1.8  meters
 CB0697
 CB0697  HISTORY     - Date     Condition        Report By
 CB0697  HISTORY     - 1981     MONUMENTED       NGS
 CB0697
 CB0697                          STATION DESCRIPTION
 CB0697
 CB0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0697'7.6 KM (4.7 MI) EAST FROM BIG LAKE.
 CB0697'7.6 KM (4.7 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0697'STATE HIGHWAY 137 IN BIG LAKE, 26.8 METERS (87.9 FT) NORTH-NORTHEAST
 CB0697'OF THE CENTERLINE OF THE HIGHWAY AND 2.6 METERS (8.5 FT)
 CB0697'WEST-NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CB0697'THROUGH A 5-INCH LOGO CAP.
 CB0697'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST AND FENCE
 CB0697'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0725 ***********************************************************************
 CB0725  DESIGNATION -  C 1443
 CB0725  PID         -  CB0725
 CB0725  STATE/COUNTY-  TX/IRION
 CB0725  USGS QUAD   -  NOELKE (1987)
 CB0725
 CB0725                         *CURRENT SURVEY CONTROL
 CB0725  ___________________________________________________________________
 CB0725* NAD 83(1986)-  31 09 30.     (N)    100 55 19.     (W)     SCALED    
 CB0725* NAVD 88     -       707.344  (meters)    2320.68   (feet)  ADJUSTED  
 CB0725  ___________________________________________________________________
 CB0725  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CB0725  DYNAMIC HT  -         706.343 (meters)    2317.39  (feet)  COMP
 CB0725  MODELED GRAV-     979,202.5   (mgal)                       NAVD 88
 CB0725
 CB0725  VERT ORDER  -  FIRST     CLASS II
 CB0725
 CB0725.The horizontal coordinates were scaled from a topographic map and have
 CB0725.an estimated accuracy of +/- 6 seconds.
 CB0725
 CB0725.The orthometric height was determined by differential leveling
 CB0725.and adjusted by the National Geodetic Survey in June 1991..
 CB0725
 CB0725.The geoid height was determined by GEOID03.
 CB0725
 CB0725.The dynamic height is computed by dividing the NAVD 88
 CB0725.geopotential number by the normal gravity value computed on the
 CB0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0725.degrees latitude (g = 980.6199 gals.).
 CB0725
 CB0725.The modeled gravity was interpolated from observed gravity values.
 CB0725
 CB0725;                    North         East    Units  Estimated Accuracy
 CB0725;SPC TX C     - 3,165,510.      643,890.      MT  (+/- 180 meters Scaled)
 CB0725
 CB0725                          SUPERSEDED SURVEY CONTROL
 CB0725
 CB0725.No superseded survey control is available for this station.
 CB0725
 CB0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV168487(NAD 83)
 CB0725_MARKER: I = METAL ROD
 CB0725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0725_SP_SET: STAINLESS STEEL ROD
 CB0725_STAMPING: C 1443 1981
 CB0725_MARK LOGO: NGS   
 CB0725_PROJECTION: FLUSH
 CB0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0725+STABILITY: POSITION/ELEVATION WELL
 CB0725_ROD/PIPE-DEPTH: 5.2  meters
 CB0725
 CB0725  HISTORY     - Date     Condition        Report By
 CB0725  HISTORY     - 1981     MONUMENTED       NGS
 CB0725
 CB0725                          STATION DESCRIPTION
 CB0725
 CB0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0725'15.4 KM (9.55 MI) SW FROM MERTZON.
 CB0725'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0725'MERTZON, THENCE 11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY
 CB0725'67, THENCE 4.3 KM (2.65 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA
 CB0725'AND SANTA FE RAILROAD, 17.6 METERS (57.7 FT) SOUTH-SOUTHWEST OF THE
 CB0725'CENTER OF A DIRT ROAD LEADING NORTHWEST, 10.1 METERS (33.1 FT)
 CB0725'NORTHWEST OF THE CENTER OF A DIRT ROAD AND 8.5 METERS (27.9 FT)
 CB0725'SOUTH-SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 CB0725'TH THROUGH A 5-INCH LOGO CAP.
 CB0725'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0474 ***********************************************************************
 AZ0474  DESIGNATION -  C 1444
 AZ0474  PID         -  AZ0474
 AZ0474  STATE/COUNTY-  TX/EDWARDS
 AZ0474  USGS QUAD   -  CARTA VALLEY (1978)
 AZ0474
 AZ0474                         *CURRENT SURVEY CONTROL
 AZ0474  ___________________________________________________________________
 AZ0474* NAD 83(1986)-  29 47 15.     (N)    100 40 52.     (W)     SCALED    
 AZ0474* NAVD 88     -       562.215  (meters)    1844.53   (feet)  ADJUSTED  
 AZ0474  ___________________________________________________________________
 AZ0474  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 AZ0474  DYNAMIC HT  -         561.376 (meters)    1841.78  (feet)  COMP
 AZ0474  MODELED GRAV-     979,133.9   (mgal)                       NAVD 88
 AZ0474
 AZ0474  VERT ORDER  -  FIRST     CLASS II
 AZ0474
 AZ0474.The horizontal coordinates were scaled from a topographic map and have
 AZ0474.an estimated accuracy of +/- 6 seconds.
 AZ0474
 AZ0474.The orthometric height was determined by differential leveling
 AZ0474.and adjusted by the National Geodetic Survey in June 1991..
 AZ0474
 AZ0474.The geoid height was determined by GEOID03.
 AZ0474
 AZ0474.The dynamic height is computed by dividing the NAVD 88
 AZ0474.geopotential number by the normal gravity value computed on the
 AZ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0474.degrees latitude (g = 980.6199 gals.).
 AZ0474
 AZ0474.The modeled gravity was interpolated from observed gravity values.
 AZ0474
 AZ0474;                    North         East    Units  Estimated Accuracy
 AZ0474;SPC TXSC     - 4,217,740.      437,470.      MT  (+/- 180 meters Scaled)
 AZ0474
 AZ0474                          SUPERSEDED SURVEY CONTROL
 AZ0474
 AZ0474.No superseded survey control is available for this station.
 AZ0474
 AZ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT375964(NAD 83)
 AZ0474_MARKER: DB = BENCH MARK DISK
 AZ0474_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0474_SP_SET: ROCK OUTCROP
 AZ0474_STAMPING: C 1444 1981
 AZ0474_MARK LOGO: NGS   
 AZ0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0474+STABILITY: POSITION/ELEVATION WELL
 AZ0474
 AZ0474  HISTORY     - Date     Condition        Report By
 AZ0474  HISTORY     - 1981     MONUMENTED       NGS
 AZ0474
 AZ0474                          STATION DESCRIPTION
 AZ0474
 AZ0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0474'51.7 KM (32.15 MI) NE FROM DEL RIO.
 AZ0474'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0474'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE
 AZ0474'16.0 KM (9.95 MI) NORTHEAST ALONG U.S. HIGHWAY 377, IN A 4 BY 8 FT
 AZ0474'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI) SOUTHWEST OF A
 AZ0474'FIELD ENTRANCE ROAD, 0.9 KM (0.55 MI) SOUTHWEST OF THE POST OFFICE IN
 AZ0474'CARTA VALLEY, 60.0 METERS (196.8 FT) SOUTHWEST OF A UTILITY POLE, 58.8
 AZ0474'METERS (192.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 50.2
 AZ0474'METERS (164.7 FT) SOUTHEAST OF A FENCE AND 4.3 METERS (14.1 FT)
 AZ0474'SOUTHEAST OF THE CENTER OF A TRACK ROAD.
 AZ0474'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AZ0474'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0411 ***********************************************************************
 BO0411  DESIGNATION -  C 1445
 BO0411  PID         -  BO0411
 BO0411  STATE/COUNTY-  TX/EDWARDS
 BO0411  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0411
 BO0411                         *CURRENT SURVEY CONTROL
 BO0411  ___________________________________________________________________
 BO0411* NAD 83(1986)-  30 00 34.     (N)    100 14 26.     (W)     SCALED    
 BO0411* NAVD 88     -       727.007  (meters)    2385.19   (feet)  ADJUSTED  
 BO0411  ___________________________________________________________________
 BO0411  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BO0411  DYNAMIC HT  -         725.925 (meters)    2381.64  (feet)  COMP
 BO0411  MODELED GRAV-     979,128.8   (mgal)                       NAVD 88
 BO0411
 BO0411  VERT ORDER  -  FIRST     CLASS II
 BO0411
 BO0411.The horizontal coordinates were scaled from a topographic map and have
 BO0411.an estimated accuracy of +/- 6 seconds.
 BO0411
 BO0411.The orthometric height was determined by differential leveling
 BO0411.and adjusted by the National Geodetic Survey in June 1991..
 BO0411
 BO0411.The geoid height was determined by GEOID03.
 BO0411
 BO0411.The dynamic height is computed by dividing the NAVD 88
 BO0411.geopotential number by the normal gravity value computed on the
 BO0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0411.degrees latitude (g = 980.6199 gals.).
 BO0411
 BO0411.The modeled gravity was interpolated from observed gravity values.
 BO0411
 BO0411;                    North         East    Units  Estimated Accuracy
 BO0411;SPC TXSC     - 4,241,810.      480,330.      MT  (+/- 180 meters Scaled)
 BO0411
 BO0411                          SUPERSEDED SURVEY CONTROL
 BO0411
 BO0411.No superseded survey control is available for this station.
 BO0411
 BO0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU803204(NAD 83)
 BO0411_MARKER: DB = BENCH MARK DISK
 BO0411_SETTING: 66 = SET IN ROCK OUTCROP
 BO0411_SP_SET: ROCK OUTCROP
 BO0411_STAMPING: C 1445 1981
 BO0411_MARK LOGO: NGS   
 BO0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0411+STABILITY: POSITION/ELEVATION WELL
 BO0411
 BO0411  HISTORY     - Date     Condition        Report By
 BO0411  HISTORY     - 1981     MONUMENTED       NGS
 BO0411
 BO0411                          STATION DESCRIPTION
 BO0411
 BO0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0411'3.6 KM (2.25 MI) SW FROM ROCKSPRINGS.
 BO0411'3.6 KM (2.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0411'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 3 BY 6 FT EXPOSED
 BO0411'AREA OF OUTCROPPING BEDROCK, 39.3 METERS (128.9 FT) EAST-NORTHEAST OF
 BO0411'THE CENTER OF A GRAVELED ROAD LEADING NORTHWEST, 18.8 METERS (61.7 FT)
 BO0411'EAST-SOUTHEAST OF A UTILITY POLE, 11.2 METERS (36.7 FT)
 BO0411'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 10.3 METERS (33.8
 BO0411'FT) SOUTH-SOUTHEAST OF A FENCE.
 BO0411'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 BO0411'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0764 ***********************************************************************
 CB0764  DESIGNATION -  C 1446
 CB0764  PID         -  CB0764
 CB0764  STATE/COUNTY-  TX/TOM GREEN
 CB0764  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0764
 CB0764                         *CURRENT SURVEY CONTROL
 CB0764  ___________________________________________________________________
 CB0764* NAD 83(1986)-  31 26 48.     (N)    100 26 30.     (W)     SCALED    
 CB0764* NAVD 88     -       565.078  (meters)    1853.93   (feet)  ADJUSTED  
 CB0764  ___________________________________________________________________
 CB0764  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CB0764  DYNAMIC HT  -         564.305 (meters)    1851.39  (feet)  COMP
 CB0764  MODELED GRAV-     979,255.0   (mgal)                       NAVD 88
 CB0764
 CB0764  VERT ORDER  -  FIRST     CLASS II
 CB0764
 CB0764.The horizontal coordinates were scaled from a topographic map and have
 CB0764.an estimated accuracy of +/- 6 seconds.
 CB0764
 CB0764.The orthometric height was determined by differential leveling
 CB0764.and adjusted by the National Geodetic Survey in June 1991..
 CB0764
 CB0764.The geoid height was determined by GEOID03.
 CB0764
 CB0764.The dynamic height is computed by dividing the NAVD 88
 CB0764.geopotential number by the normal gravity value computed on the
 CB0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0764.degrees latitude (g = 980.6199 gals.).
 CB0764
 CB0764.The modeled gravity was interpolated from observed gravity values.
 CB0764
 CB0764;                    North         East    Units  Estimated Accuracy
 CB0764;SPC TX C     - 3,197,330.      689,700.      MT  (+/- 180 meters Scaled)
 CB0764
 CB0764                          SUPERSEDED SURVEY CONTROL
 CB0764
 CB0764.No superseded survey control is available for this station.
 CB0764
 CB0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV630800(NAD 83)
 CB0764_MARKER: I = METAL ROD
 CB0764_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0764_SP_SET: STAINLESS STEEL ROD
 CB0764_STAMPING: C 1446 1981
 CB0764_MARK LOGO: NGS   
 CB0764_PROJECTION: FLUSH
 CB0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0764_ROD/PIPE-DEPTH: 3.0  meters
 CB0764
 CB0764  HISTORY     - Date     Condition        Report By
 CB0764  HISTORY     - 1981     MONUMENTED       NGS
 CB0764
 CB0764                          STATION DESCRIPTION
 CB0764
 CB0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0764'1.1 KM (0.7 MI) SW FROM SAN ANGELO.
 CB0764'1.1 KM (0.7 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CB0764'RAILROAD FROM THE RAILROAD STATION IN SAN ANGELO, 0.2 KM (0.1 MI)
 CB0764'SOUTHWEST OF MILEMARKER 718, 17.5 METERS (57.4 FT) EAST OF THE EAST
 CB0764'CURB OF BRYANT BOULEVARD NORTH, 4.7 METERS (15.4 FT) NORTHWEST OF THE
 CB0764'NEAR RAIL, 2.4 METERS (7.9 FT) SOUTHEAST OF A FENCE AND 0.9 METER (3.0
 CB0764'FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CB0764'THROUGH A 5-INCH LOGO CAP.
 CB0764'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CB0764'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0730 ***********************************************************************
 CB0730  DESIGNATION -  C 1447
 CB0730  PID         -  CB0730
 CB0730  STATE/COUNTY-  TX/IRION
 CB0730  USGS QUAD   -  NOELKE NE (1987)
 CB0730
 CB0730                         *CURRENT SURVEY CONTROL
 CB0730  ___________________________________________________________________
 CB0730* NAD 83(1986)-  31 12 51.     (N)    100 50 31.     (W)     SCALED    
 CB0730* NAVD 88     -       683.702  (meters)    2243.11   (feet)  ADJUSTED  
 CB0730  ___________________________________________________________________
 CB0730  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CB0730  DYNAMIC HT  -         682.741 (meters)    2239.96  (feet)  COMP
 CB0730  MODELED GRAV-     979,212.9   (mgal)                       NAVD 88
 CB0730
 CB0730  VERT ORDER  -  FIRST     CLASS II
 CB0730
 CB0730.The horizontal coordinates were scaled from a topographic map and have
 CB0730.an estimated accuracy of +/- 6 seconds.
 CB0730
 CB0730.The orthometric height was determined by differential leveling
 CB0730.and adjusted by the National Geodetic Survey in June 1991..
 CB0730
 CB0730.The geoid height was determined by GEOID03.
 CB0730
 CB0730.The dynamic height is computed by dividing the NAVD 88
 CB0730.geopotential number by the normal gravity value computed on the
 CB0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0730.degrees latitude (g = 980.6199 gals.).
 CB0730
 CB0730.The modeled gravity was interpolated from observed gravity values.
 CB0730
 CB0730;                    North         East    Units  Estimated Accuracy
 CB0730;SPC TX C     - 3,171,660.      651,540.      MT  (+/- 180 meters Scaled)
 CB0730
 CB0730                          SUPERSEDED SURVEY CONTROL
 CB0730
 CB0730.No superseded survey control is available for this station.
 CB0730
 CB0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV245547(NAD 83)
 CB0730_MARKER: DB = BENCH MARK DISK
 CB0730_SETTING: 66 = SET IN ROCK OUTCROP
 CB0730_SP_SET: ROCK OUTCROP
 CB0730_STAMPING: C 1447 1981
 CB0730_MARK LOGO: NGS   
 CB0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0730+STABILITY: POSITION/ELEVATION WELL
 CB0730
 CB0730  HISTORY     - Date     Condition        Report By
 CB0730  HISTORY     - 1981     MONUMENTED       NGS
 CB0730
 CB0730                          STATION DESCRIPTION
 CB0730
 CB0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0730'5.6 KM (3.45 MI) SW FROM MERTZON.
 CB0730'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0730'MERTZON, THENCE 5.5 KM (3.4 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 67,
 CB0730'AT A HIGHWAY CUT, IN TOP OF A 10 BY 75 FT EXPOSED AREA OF OUTCROPPING
 CB0730'BEDROCK, 1.7 KM (1.05 MI) SOUTHWEST OF THE JUNCTION OF FARM ROAD 915,
 CB0730'20.6 METERS (67.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.8
 CB0730'METERS (32.2 FT) NORTHWEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA
 CB0730'AND SANTA FE RAILROAD AND 4.8 METERS (15.7 FT) EAST OF A UTILITY POLE.
 CB0730'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CB0730'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0487 ***********************************************************************
 BN0487  DESIGNATION -  C 1448
 BN0487  PID         -  BN0487
 BN0487  STATE/COUNTY-  TX/MENARD
 BN0487  USGS QUAD   -  CHAPMAN DRAW (1987)
 BN0487
 BN0487                         *CURRENT SURVEY CONTROL
 BN0487  ___________________________________________________________________
 BN0487* NAD 83(1986)-  30 57 55.     (N)    099 38 39.     (W)     SCALED    
 BN0487* NAVD 88     -       662.436  (meters)    2173.34   (feet)  ADJUSTED  
 BN0487  ___________________________________________________________________
 BN0487  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 BN0487  DYNAMIC HT  -         661.519 (meters)    2170.33  (feet)  COMP
 BN0487  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 BN0487
 BN0487  VERT ORDER  -  FIRST     CLASS II
 BN0487
 BN0487.The horizontal coordinates were scaled from a topographic map and have
 BN0487.an estimated accuracy of +/- 6 seconds.
 BN0487
 BN0487.The orthometric height was determined by differential leveling
 BN0487.and adjusted by the National Geodetic Survey in June 1991..
 BN0487
 BN0487.The geoid height was determined by GEOID03.
 BN0487
 BN0487.The dynamic height is computed by dividing the NAVD 88
 BN0487.geopotential number by the normal gravity value computed on the
 BN0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0487.degrees latitude (g = 980.6199 gals.).
 BN0487
 BN0487.The modeled gravity was interpolated from observed gravity values.
 BN0487
 BN0487;                    North         East    Units  Estimated Accuracy
 BN0487;SPC TX C     - 3,144,160.      765,830.      MT  (+/- 180 meters Scaled)
 BN0487
 BN0487                          SUPERSEDED SURVEY CONTROL
 BN0487
 BN0487.No superseded survey control is available for this station.
 BN0487
 BN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV384259(NAD 83)
 BN0487_MARKER: DB = BENCH MARK DISK
 BN0487_SETTING: 66 = SET IN ROCK OUTCROP
 BN0487_SP_SET: ROCK OUTCROP
 BN0487_STAMPING: C 1448 1981
 BN0487_MARK LOGO: NGS   
 BN0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0487
 BN0487  HISTORY     - Date     Condition        Report By
 BN0487  HISTORY     - 1981     MONUMENTED       NGS
 BN0487  HISTORY     - 19951104 GOOD             USPSQD
 BN0487
 BN0487                          STATION DESCRIPTION
 BN0487
 BN0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0487'13.6 KM (8.45 MI) NE FROM MENARD.
 BN0487'13.6 KM (8.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 BN0487'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, 0.7 KM
 BN0487'(0.45 MI) EAST OF A GRAVELED ROAD LEADING NORTH, IN THE CENTER OF THE
 BN0487'WESTERN 1/3 OF A 3 BY 20 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 38.0
 BN0487'METERS (124.7 FT) EAST OF THE WEST END OF A HIGHWAY CUT, 17.5 METERS
 BN0487'(57.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 2.8 METERS (9.2
 BN0487'FT) NORTH OF A FENCE.
 BN0487'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BN0487'THE MARK IS 3.5 M ABOVE THE HIGHWAY.
 BN0487
 BN0487                          STATION RECOVERY (1995)
 BN0487
 BN0487'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0465 ***********************************************************************
 BN0465  DESIGNATION -  C 1449
 BN0465  PID         -  BN0465
 BN0465  STATE/COUNTY-  TX/MENARD
 BN0465  USGS QUAD   -  SPOON DRAW (1970)
 BN0465
 BN0465                         *CURRENT SURVEY CONTROL
 BN0465  ___________________________________________________________________
 BN0465* NAD 83(1986)-  30 47 01.     (N)    099 46 06.     (W)     SCALED    
 BN0465* NAVD 88     -       641.520  (meters)    2104.72   (feet)  ADJUSTED  
 BN0465  ___________________________________________________________________
 BN0465  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 BN0465  DYNAMIC HT  -         640.614 (meters)    2101.75  (feet)  COMP
 BN0465  MODELED GRAV-     979,208.3   (mgal)                       NAVD 88
 BN0465
 BN0465  VERT ORDER  -  FIRST     CLASS II
 BN0465
 BN0465.The horizontal coordinates were scaled from a topographic map and have
 BN0465.an estimated accuracy of +/- 6 seconds.
 BN0465
 BN0465.The orthometric height was determined by differential leveling
 BN0465.and adjusted by the National Geodetic Survey in June 1991..
 BN0465
 BN0465.The geoid height was determined by GEOID03.
 BN0465
 BN0465.The dynamic height is computed by dividing the NAVD 88
 BN0465.geopotential number by the normal gravity value computed on the
 BN0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0465.degrees latitude (g = 980.6199 gals.).
 BN0465
 BN0465.The modeled gravity was interpolated from observed gravity values.
 BN0465
 BN0465;                    North         East    Units  Estimated Accuracy
 BN0465;SPC TX C     - 3,123,960.      754,080.      MT  (+/- 180 meters Scaled)
 BN0465
 BN0465                          SUPERSEDED SURVEY CONTROL
 BN0465
 BN0465.No superseded survey control is available for this station.
 BN0465
 BN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV264058(NAD 83)
 BN0465_MARKER: I = METAL ROD
 BN0465_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0465+WITH SETTING: INFORMATION.
 BN0465_SP_SET: SHALLOW SET METAL ROD
 BN0465_STAMPING: C 1449 1982
 BN0465_MARK LOGO: NGS   
 BN0465_PROJECTION: FLUSH
 BN0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0465_ROD/PIPE-DEPTH: 0.9  meters
 BN0465
 BN0465  HISTORY     - Date     Condition        Report By
 BN0465  HISTORY     - 1982     MONUMENTED       NGS
 BN0465  HISTORY     - 1991     GOOD             USPSQD
 BN0465  HISTORY     - 19960806 GOOD             USPSQD
 BN0465
 BN0465                          STATION DESCRIPTION
 BN0465
 BN0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0465'18.2 KM (11.3 MI) SOUTH FROM MENARD.
 BN0465'18.2 KM (11.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0465'WITH U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, AT THE JUNCTION OF
 BN0465'FARM ROAD 1773, 15.0 METERS (49.2 FT) NORTHWEST OF THE CENTERLINE OF
 BN0465'THE HIGHWAY, 13.3 METERS (43.6 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 BN0465'CORNER OF A CATTLE GUARD ACROSS A GRAVELED ROAD LEADING WEST AND 1.3
 BN0465'METERS (4.3 FT) EAST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT
 BN0465'3.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0465'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 BN0465'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0465
 BN0465                          STATION RECOVERY (1991)
 BN0465
 BN0465'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0465'RECOVERED IN GOOD CONDITION.
 BN0465
 BN0465                          STATION RECOVERY (1996)
 BN0465
 BN0465'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0357 ***********************************************************************
 DO0357  DESIGNATION -  C 145
 DO0357  PID         -  DO0357
 DO0357  STATE/COUNTY-  TX/WICHITA
 DO0357  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0357
 DO0357                         *CURRENT SURVEY CONTROL
 DO0357  ___________________________________________________________________
 DO0357* NAD 83(1986)-  33 57 49.     (N)    098 31 26.     (W)     SCALED    
 DO0357* NAVD 88     -       311.373  (meters)    1021.56   (feet)  ADJUSTED  
 DO0357  ___________________________________________________________________
 DO0357  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DO0357  DYNAMIC HT  -         311.033 (meters)    1020.45  (feet)  COMP
 DO0357  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 DO0357
 DO0357  VERT ORDER  -  SECOND    CLASS 0
 DO0357
 DO0357.The horizontal coordinates were scaled from a topographic map and have
 DO0357.an estimated accuracy of +/- 6 seconds.
 DO0357
 DO0357.The orthometric height was determined by differential leveling
 DO0357.and adjusted by the National Geodetic Survey in June 1991..
 DO0357.WARNING-Repeat measurements at this control monument indicate possible
 DO0357.vertical movement.
 DO0357
 DO0357.The geoid height was determined by GEOID03.
 DO0357
 DO0357.The dynamic height is computed by dividing the NAVD 88
 DO0357.geopotential number by the normal gravity value computed on the
 DO0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0357.degrees latitude (g = 980.6199 gals.).
 DO0357
 DO0357.The modeled gravity was interpolated from observed gravity values.
 DO0357
 DO0357;                    North         East    Units  Estimated Accuracy
 DO0357;SPC TXNC     - 2,254,720.      597,790.      MT  (+/- 180 meters Scaled)
 DO0357
 DO0357                          SUPERSEDED SURVEY CONTROL
 DO0357
 DO0357  NGVD 29 (??/??/92)  311.271  (m)         1021.23   (f) ADJ UNCH    2 0
 DO0357
 DO0357.Superseded values are not recommended for survey control.
 DO0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0357.See file dsdata.txt to determine how the superseded data were derived.
 DO0357
 DO0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC439582(NAD 83)
 DO0357_MARKER: DB = BENCH MARK DISK
 DO0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0357_STAMPING: C-145 1934
 DO0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0357+STABILITY: SURFACE MOTION
 DO0357
 DO0357  HISTORY     - Date     Condition        Report By
 DO0357  HISTORY     - 1934     MONUMENTED       CGS
 DO0357  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0357  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0357
 DO0357                          STATION DESCRIPTION
 DO0357
 DO0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0357'4.7 MI NW FROM WICHITA FALLS.
 DO0357'4.7 MILES NORTHWEST OF, ALONG M.K.T.RY, FROM POST OFFICE.  230 FEET
 DO0357'SOUTHEAST OF OILDOM STATION SIGN.  52.8 FEET NORTHWEST OF 6TH
 DO0357'TELEGRAPH POLE NORTHWEST OF MILEPOST 4.  43.4 FEET NORTHEAST OF
 DO0357'CENTERLINE OF MO. KANS. TEXAS R.R. MAIN LINE TRACK.  7.2 FEET
 DO0357'SOUTHWEST OF R/W FENCE.  4.8 FEET ABOVE TOP OF RAILS.  TABLET SET IN
 DO0357'PRECAST CONCRETE POST.
 DO0357
 DO0357                          STATION RECOVERY (1972)
 DO0357
 DO0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0357'MARK NOT FOUND.
 DO0357
 DO0357                          STATION RECOVERY (2001)
 DO0357
 DO0357'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0883 ***********************************************************************
 CA0883  DESIGNATION -  C 1450
 CA0883  PID         -  CA0883
 CA0883  STATE/COUNTY-  TX/COLEMAN
 CA0883  USGS QUAD   -  LAKE SCARBOROUGH (1987)
 CA0883
 CA0883                         *CURRENT SURVEY CONTROL
 CA0883  ___________________________________________________________________
 CA0883* NAD 83(1986)-  31 53 55.     (N)    099 29 16.     (W)     SCALED    
 CA0883* NAVD 88     -       564.081  (meters)    1850.66   (feet)  ADJUSTED  
 CA0883  ___________________________________________________________________
 CA0883  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CA0883  DYNAMIC HT  -         563.334 (meters)    1848.20  (feet)  COMP
 CA0883  MODELED GRAV-     979,296.3   (mgal)                       NAVD 88
 CA0883
 CA0883  VERT ORDER  -  FIRST     CLASS II
 CA0883
 CA0883.The horizontal coordinates were scaled from a topographic map and have
 CA0883.an estimated accuracy of +/- 6 seconds.
 CA0883
 CA0883.The orthometric height was determined by differential leveling
 CA0883.and adjusted by the National Geodetic Survey in June 1991..
 CA0883
 CA0883.The geoid height was determined by GEOID03.
 CA0883
 CA0883.The dynamic height is computed by dividing the NAVD 88
 CA0883.geopotential number by the normal gravity value computed on the
 CA0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0883.degrees latitude (g = 980.6199 gals.).
 CA0883
 CA0883.The modeled gravity was interpolated from observed gravity values.
 CA0883
 CA0883;                    North         East    Units  Estimated Accuracy
 CA0883;SPC TX C     - 3,247,740.      779,990.      MT  (+/- 180 meters Scaled)
 CA0883
 CA0883                          SUPERSEDED SURVEY CONTROL
 CA0883
 CA0883.No superseded survey control is available for this station.
 CA0883
 CA0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA538293(NAD 83)
 CA0883_MARKER: I = METAL ROD
 CA0883_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0883+WITH SETTING: INFORMATION.
 CA0883_SP_SET: SHALLOW SET METAL ROD
 CA0883_STAMPING: C 1450 1982
 CA0883_MARK LOGO: NGS   
 CA0883_PROJECTION: FLUSH
 CA0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0883+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0883_ROD/PIPE-DEPTH: 1.2  meters
 CA0883
 CA0883  HISTORY     - Date     Condition        Report By
 CA0883  HISTORY     - 1982     MONUMENTED       NGS
 CA0883  HISTORY     - 20060320 GOOD             USPSQD
 CA0883
 CA0883                          STATION DESCRIPTION
 CA0883
 CA0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0883'8.0 KM (4.95 MI) NW FROM COLEMAN.
 CA0883'8.0 KM (4.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CA0883'WITH U.S. HIGHWAY 283 AT THE NORTH EDGE OF COLEMAN, 0.5 KM (0.3 MI)
 CA0883'NORTHWEST OF A SIDE ROAD LEADING WEST, 52.8 METERS (173.2 FT)
 CA0883'NORTH-NORTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD, 18.1 METERS
 CA0883'(59.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1.6 METERS
 CA0883'(5.2 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED
 CA0883'AT 4.0 FT. ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0883'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CA0883'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0883
 CA0883                          STATION RECOVERY (2006)
 CA0883
 CA0883'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0883'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
 CA0883' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0834 ***********************************************************************
 CT0834  DESIGNATION -  C 1451
 CT0834  PID         -  CT0834
 CT0834  STATE/COUNTY-  TX/TAYLOR
 CT0834  USGS QUAD   -  BUFFALO GAP (1984)
 CT0834
 CT0834                         *CURRENT SURVEY CONTROL
 CT0834  ___________________________________________________________________
 CT0834* NAD 83(1986)-  32 16 28.     (N)    099 45 35.     (W)     SCALED    
 CT0834* NAVD 88     -       594.010  (meters)    1948.85   (feet)  ADJUSTED  
 CT0834  ___________________________________________________________________
 CT0834  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CT0834  DYNAMIC HT  -         593.232 (meters)    1946.30  (feet)  COMP
 CT0834  MODELED GRAV-     979,311.1   (mgal)                       NAVD 88
 CT0834
 CT0834  VERT ORDER  -  FIRST     CLASS II
 CT0834
 CT0834.The horizontal coordinates were scaled from a topographic map and have
 CT0834.an estimated accuracy of +/- 6 seconds.
 CT0834
 CT0834.The orthometric height was determined by differential leveling
 CT0834.and adjusted by the National Geodetic Survey in June 1991..
 CT0834
 CT0834.The geoid height was determined by GEOID03.
 CT0834
 CT0834.The dynamic height is computed by dividing the NAVD 88
 CT0834.geopotential number by the normal gravity value computed on the
 CT0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0834.degrees latitude (g = 980.6199 gals.).
 CT0834
 CT0834.The modeled gravity was interpolated from observed gravity values.
 CT0834
 CT0834;                    North         East    Units  Estimated Accuracy
 CT0834;SPC TXNC     - 2,068,110.      481,330.      MT  (+/- 180 meters Scaled)
 CT0834
 CT0834                          SUPERSEDED SURVEY CONTROL
 CT0834
 CT0834.No superseded survey control is available for this station.
 CT0834
 CT0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA284711(NAD 83)
 CT0834_MARKER: I = METAL ROD
 CT0834_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0834_SP_SET: STAINLESS STEEL ROD
 CT0834_STAMPING: C 1451 1982
 CT0834_MARK LOGO: NGS   
 CT0834_PROJECTION: FLUSH
 CT0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0834_ROD/PIPE-DEPTH: 5.5  meters
 CT0834
 CT0834  HISTORY     - Date     Condition        Report By
 CT0834  HISTORY     - 1982     MONUMENTED       NGS
 CT0834  HISTORY     - 19940918 GOOD             USPSQD
 CT0834
 CT0834                          STATION DESCRIPTION
 CT0834
 CT0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0834'15.9 KM (9.9 MI) NW FROM LAWN.
 CT0834'15.9 KM (9.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0834'WITH FARM ROAD 604 IN LAWN, 0.3 KM (0.2 MI) SOUTH OF A GRAVELED ROAD
 CT0834'LEADING WEST, 18.8 METERS (61.7 FT) WEST OF THE CENTERLINE OF THE
 CT0834'SOUTH BOUND LANES OF THE HIGHWAY AND 17.5 METERS (57.4 FT) SOUTH OF A
 CT0834'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CT0834'CAP.
 CT0834'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CT0834'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0834
 CT0834                          STATION RECOVERY (1994)
 CT0834
 CT0834'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0675 ***********************************************************************
 CC0675  DESIGNATION -  C 1452
 CC0675  PID         -  CC0675
 CC0675  STATE/COUNTY-  TX/MIDLAND
 CC0675  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0675
 CC0675                         *CURRENT SURVEY CONTROL
 CC0675  ___________________________________________________________________
 CC0675* NAD 83(1986)-  31 58 11.     (N)    102 07 26.     (W)     SCALED    
 CC0675* NAVD 88     -       860.191  (meters)    2822.14   (feet)  ADJUSTED  
 CC0675  ___________________________________________________________________
 CC0675  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 CC0675  DYNAMIC HT  -         858.980 (meters)    2818.17  (feet)  COMP
 CC0675  MODELED GRAV-     979,202.8   (mgal)                       NAVD 88
 CC0675
 CC0675  VERT ORDER  -  FIRST     CLASS II
 CC0675
 CC0675.The horizontal coordinates were scaled from a topographic map and have
 CC0675.an estimated accuracy of +/- 6 seconds.
 CC0675
 CC0675.The orthometric height was determined by differential leveling
 CC0675.and adjusted by the National Geodetic Survey in June 1991..
 CC0675
 CC0675.The geoid height was determined by GEOID03.
 CC0675
 CC0675.The dynamic height is computed by dividing the NAVD 88
 CC0675.geopotential number by the normal gravity value computed on the
 CC0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0675.degrees latitude (g = 980.6199 gals.).
 CC0675
 CC0675.The modeled gravity was interpolated from observed gravity values.
 CC0675
 CC0675;                    North         East    Units  Estimated Accuracy
 CC0675;SPC TX C     - 3,256,680.      530,750.      MT  (+/- 180 meters Scaled)
 CC0675
 CC0675                          SUPERSEDED SURVEY CONTROL
 CC0675
 CC0675.No superseded survey control is available for this station.
 CC0675
 CC0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR718406(NAD 83)
 CC0675_MARKER: I = METAL ROD
 CC0675_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0675+WITH SETTING: INFORMATION.
 CC0675_SP_SET: SHALLOW SET METAL ROD
 CC0675_STAMPING: C 1452 1982
 CC0675_MARK LOGO: NGS   
 CC0675_PROJECTION: FLUSH
 CC0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0675_ROD/PIPE-DEPTH: 1.2  meters
 CC0675
 CC0675  HISTORY     - Date     Condition        Report By
 CC0675  HISTORY     - 1982     MONUMENTED       NGS
 CC0675
 CC0675                          STATION DESCRIPTION
 CC0675
 CC0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0675'5.6 KM (3.5 MI) SW FROM MIDLAND.
 CC0675'5.6 KM (3.5 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0675'FROM THE POST OFFICE IN MIDLAND, 48.9 METERS (160.4 FT) NORTHEAST OF
 CC0675'RAILROAD SIGNAL NUMBER 5567, 17.4 METERS (57.1 FT) SOUTHEAST OF THE
 CC0675'CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 80, 10.8 METERS
 CC0675'(35.4 FT) NORTHWEST OF THE NEAR RAIL AND 1.2 METERS (3.9 FT) NORTHEAST
 CC0675'OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE
 CC0675'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0675'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CC0675'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0804 ***********************************************************************
 CU0804  DESIGNATION -  C 1453
 CU0804  PID         -  CU0804
 CU0804  STATE/COUNTY-  TX/HOWARD
 CU0804  USGS QUAD   -  ELBOW (1978)
 CU0804
 CU0804                         *CURRENT SURVEY CONTROL
 CU0804  ___________________________________________________________________
 CU0804* NAD 83(1986)-  32 13 15.     (N)    101 34 26.     (W)     SCALED    
 CU0804* NAVD 88     -       761.664  (meters)    2498.89   (feet)  ADJUSTED  
 CU0804  ___________________________________________________________________
 CU0804  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CU0804  DYNAMIC HT  -         760.620 (meters)    2495.47  (feet)  COMP
 CU0804  MODELED GRAV-     979,243.6   (mgal)                       NAVD 88
 CU0804
 CU0804  VERT ORDER  -  FIRST     CLASS II
 CU0804
 CU0804.The horizontal coordinates were scaled from a topographic map and have
 CU0804.an estimated accuracy of +/- 6 seconds.
 CU0804
 CU0804.The orthometric height was determined by differential leveling
 CU0804.and adjusted by the National Geodetic Survey in June 1991..
 CU0804
 CU0804.The geoid height was determined by GEOID03.
 CU0804
 CU0804.The dynamic height is computed by dividing the NAVD 88
 CU0804.geopotential number by the normal gravity value computed on the
 CU0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0804.degrees latitude (g = 980.6199 gals.).
 CU0804
 CU0804.The modeled gravity was interpolated from observed gravity values.
 CU0804
 CU0804;                    North         East    Units  Estimated Accuracy
 CU0804;SPC TXNC     - 2,065,690.      310,290.      MT  (+/- 180 meters Scaled)
 CU0804
 CU0804                          SUPERSEDED SURVEY CONTROL
 CU0804
 CU0804.No superseded survey control is available for this station.
 CU0804
 CU0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA574678(NAD 83)
 CU0804_MARKER: DB = BENCH MARK DISK
 CU0804_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0804_SP_SET: PIER
 CU0804_STAMPING: C 1453 1982
 CU0804_MARK LOGO: NGS   
 CU0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0804
 CU0804  HISTORY     - Date     Condition        Report By
 CU0804  HISTORY     - 1982     MONUMENTED       NGS
 CU0804
 CU0804                          STATION DESCRIPTION
 CU0804
 CU0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0804'9.8 KM (6.1 MI) SW FROM BIG SPRING.
 CU0804'9.8 KM (6.1 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0804'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, SET VERTICALLY IN THE
 CU0804'NORTHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 2 PIERS OF AN OVERPASS
 CU0804'AND 7.2 METERS (23.6 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND
 CU0804'LANES OF THE HIGHWAY.
 CU0804'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0437 ***********************************************************************
 BN0437  DESIGNATION -  C 1454
 BN0437  PID         -  BN0437
 BN0437  STATE/COUNTY-  TX/KIMBLE
 BN0437  USGS QUAD   -  JUNCTION (1974)
 BN0437
 BN0437                         *CURRENT SURVEY CONTROL
 BN0437  ___________________________________________________________________
 BN0437* NAD 83(1986)-  30 28 07.     (N)    099 47 37.     (W)     SCALED    
 BN0437* NAVD 88     -       534.086  (meters)    1752.25   (feet)  ADJUSTED  
 BN0437  ___________________________________________________________________
 BN0437  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 BN0437  DYNAMIC HT  -         533.330 (meters)    1749.77  (feet)  COMP
 BN0437  MODELED GRAV-     979,210.3   (mgal)                       NAVD 88
 BN0437
 BN0437  VERT ORDER  -  FIRST     CLASS II
 BN0437
 BN0437.The horizontal coordinates were scaled from a topographic map and have
 BN0437.an estimated accuracy of +/- 6 seconds.
 BN0437
 BN0437.The orthometric height was determined by differential leveling
 BN0437.and adjusted by the National Geodetic Survey in June 1991..
 BN0437
 BN0437.The geoid height was determined by GEOID03.
 BN0437
 BN0437.The dynamic height is computed by dividing the NAVD 88
 BN0437.geopotential number by the normal gravity value computed on the
 BN0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0437.degrees latitude (g = 980.6199 gals.).
 BN0437
 BN0437.The modeled gravity was interpolated from observed gravity values.
 BN0437
 BN0437;                    North         East    Units  Estimated Accuracy
 BN0437;SPC TX C     - 3,089,030.      751,830.      MT  (+/- 180 meters Scaled)
 BN0437
 BN0437                          SUPERSEDED SURVEY CONTROL
 BN0437
 BN0437.No superseded survey control is available for this station.
 BN0437
 BN0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU238709(NAD 83)
 BN0437_MARKER: I = METAL ROD
 BN0437_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0437+WITH SETTING: INFORMATION.
 BN0437_SP_SET: SHALLOW SET METAL ROD
 BN0437_STAMPING: C 1454 1982
 BN0437_MARK LOGO: NGS   
 BN0437_PROJECTION: FLUSH
 BN0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0437_ROD/PIPE-DEPTH: 2.4  meters
 BN0437
 BN0437  HISTORY     - Date     Condition        Report By
 BN0437  HISTORY     - 1982     MONUMENTED       NGS
 BN0437  HISTORY     - 19981121 GOOD             USPSQD
 BN0437
 BN0437                          STATION DESCRIPTION
 BN0437
 BN0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0437'3.8 KM (2.35 MI) SW FROM JUNCTION.
 BN0437'3.8 KM (2.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0437'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT THE ENTRANCE TO
 BN0437'THE B. L. SMITH RANCH, 22.0 METERS (72.2 FT) EAST OF THE CENTERLINE OF
 BN0437'THE HIGHWAY, 2.3 METERS (7.5 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 BN0437'A CATTLE GUARD AND 0.6 METER (2.0 FT) NORTH OF THE CENTER OF A ROCK
 BN0437'PILLAR.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM
 BN0437'POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0437'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 BN0437'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BN0437
 BN0437                          STATION RECOVERY (1998)
 BN0437
 BN0437'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0814 ***********************************************************************
 CA0814  DESIGNATION -  C 1455
 CA0814  PID         -  CA0814
 CA0814  STATE/COUNTY-  TX/MCCULLOCH
 CA0814  USGS QUAD   -  BLUFF CREEK (1973)
 CA0814
 CA0814                         *CURRENT SURVEY CONTROL
 CA0814  ___________________________________________________________________
 CA0814* NAD 83(1986)-  31 16 17.     (N)    099 15 40.     (W)     SCALED    
 CA0814* NAVD 88     -       547.527  (meters)    1796.34   (feet)  ADJUSTED  
 CA0814  ___________________________________________________________________
 CA0814  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CA0814  DYNAMIC HT  -         546.785 (meters)    1793.91  (feet)  COMP
 CA0814  MODELED GRAV-     979,268.1   (mgal)                       NAVD 88
 CA0814
 CA0814  VERT ORDER  -  FIRST     CLASS II
 CA0814
 CA0814.The horizontal coordinates were scaled from a topographic map and have
 CA0814.an estimated accuracy of +/- 6 seconds.
 CA0814
 CA0814.The orthometric height was determined by differential leveling
 CA0814.and adjusted by the National Geodetic Survey in June 1991..
 CA0814
 CA0814.The geoid height was determined by GEOID03.
 CA0814
 CA0814.The dynamic height is computed by dividing the NAVD 88
 CA0814.geopotential number by the normal gravity value computed on the
 CA0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0814.degrees latitude (g = 980.6199 gals.).
 CA0814
 CA0814.The modeled gravity was interpolated from observed gravity values.
 CA0814
 CA0814;                    North         East    Units  Estimated Accuracy
 CA0814;SPC TX C     - 3,178,390.      802,100.      MT  (+/- 180 meters Scaled)
 CA0814
 CA0814                          SUPERSEDED SURVEY CONTROL
 CA0814
 CA0814.No superseded survey control is available for this station.
 CA0814
 CA0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV751597(NAD 83)
 CA0814_MARKER: I = METAL ROD
 CA0814_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0814+WITH SETTING: INFORMATION.
 CA0814_SP_SET: SHALLOW SET METAL ROD
 CA0814_STAMPING: C 1455 1982
 CA0814_MARK LOGO: NGS   
 CA0814_PROJECTION: FLUSH
 CA0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0814+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0814_ROD/PIPE-DEPTH: 2.4  meters
 CA0814
 CA0814  HISTORY     - Date     Condition        Report By
 CA0814  HISTORY     - 1982     MONUMENTED       NGS
 CA0814  HISTORY     - 20060319 GOOD             USPSQD
 CA0814
 CA0814                          STATION DESCRIPTION
 CA0814
 CA0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0814'16.8 KM (10.45 MI) NE FROM BRADY.
 CA0814'16.8 KM (10.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0814'COURTHOUSE IN BRADY, 40.2 METERS (131.9 FT) SOUTHWEST OF A UTILITY
 CA0814'POLE, 14.7 METERS (48.2 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY
 CA0814'AND 5.0 METERS (16.4 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE.
 CA0814'NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS
 CA0814'THROUGH A 5-INCH LOGO CAP.
 CA0814'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CA0814'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0814
 CA0814                          STATION RECOVERY (2006)
 CA0814
 CA0814'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0814'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0840 ***********************************************************************
 CA0840  DESIGNATION -  C 1456
 CA0840  PID         -  CA0840
 CA0840  STATE/COUNTY-  TX/BROWN
 CA0840  USGS QUAD   -  BROOKESMITH (1978)
 CA0840
 CA0840                         *CURRENT SURVEY CONTROL
 CA0840  ___________________________________________________________________
 CA0840* NAD 83(1986)-  31 34 08.     (N)    099 04 11.     (W)     SCALED    
 CA0840* NAVD 88     -       419.976  (meters)    1377.87   (feet)  ADJUSTED  
 CA0840  ___________________________________________________________________
 CA0840  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CA0840  DYNAMIC HT  -         419.422 (meters)    1376.05  (feet)  COMP
 CA0840  MODELED GRAV-     979,307.9   (mgal)                       NAVD 88
 CA0840
 CA0840  VERT ORDER  -  FIRST     CLASS II
 CA0840
 CA0840.The horizontal coordinates were scaled from a topographic map and have
 CA0840.an estimated accuracy of +/- 6 seconds.
 CA0840
 CA0840.The orthometric height was determined by differential leveling
 CA0840.and adjusted by the National Geodetic Survey in June 1991..
 CA0840
 CA0840.The geoid height was determined by GEOID03.
 CA0840
 CA0840.The dynamic height is computed by dividing the NAVD 88
 CA0840.geopotential number by the normal gravity value computed on the
 CA0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0840.degrees latitude (g = 980.6199 gals.).
 CA0840
 CA0840.The modeled gravity was interpolated from observed gravity values.
 CA0840
 CA0840;                    North         East    Units  Estimated Accuracy
 CA0840;SPC TX C     - 3,211,560.      819,950.      MT  (+/- 180 meters Scaled)
 CA0840
 CA0840                          SUPERSEDED SURVEY CONTROL
 CA0840
 CA0840.No superseded survey control is available for this station.
 CA0840
 CA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV933926(NAD 83)
 CA0840_MARKER: I = METAL ROD
 CA0840_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0840+WITH SETTING: INFORMATION.
 CA0840_SP_SET: SHALLOW SET METAL ROD
 CA0840_STAMPING: C 1456 1982
 CA0840_MARK LOGO: NGS   
 CA0840_PROJECTION: FLUSH
 CA0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0840+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0840_ROD/PIPE-DEPTH: 2.1  meters
 CA0840
 CA0840  HISTORY     - Date     Condition        Report By
 CA0840  HISTORY     - 1982     MONUMENTED       NGS
 CA0840  HISTORY     - 20060319 GOOD             USPSQD
 CA0840
 CA0840                          STATION DESCRIPTION
 CA0840
 CA0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0840'20.0 KM (12.4 MI) SW FROM BROWNWOOD.
 CA0840'20.0 KM (12.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0840'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, IN LINE WITH AND
 CA0840'ACROSS THE HIGHWAY FROM A T-FENCE CORNER, 17.2 METERS (56.4 FT)
 CA0840'SOUTHWEST OF A UTILITY POLE AND 14.8 METERS (48.6 FT) SOUTHEAST OF THE
 CA0840'CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.
 CA0840'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0840'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CA0840'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CA0840
 CA0840                          STATION RECOVERY (2006)
 CA0840
 CA0840'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0840'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0867 ***********************************************************************
 CA0867  DESIGNATION -  C 1457
 CA0867  PID         -  CA0867
 CA0867  STATE/COUNTY-  TX/COLEMAN
 CA0867  USGS QUAD   -  SANTA ANNA (1987)
 CA0867
 CA0867                         *CURRENT SURVEY CONTROL
 CA0867  ___________________________________________________________________
 CA0867* NAD 83(1986)-  31 44 26.     (N)    099 18 12.     (W)     SCALED    
 CA0867* NAVD 88     -       515.410  (meters)    1690.97   (feet)  ADJUSTED  
 CA0867  ___________________________________________________________________
 CA0867  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CA0867  DYNAMIC HT  -         514.732 (meters)    1688.75  (feet)  COMP
 CA0867  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 CA0867
 CA0867  VERT ORDER  -  FIRST     CLASS II
 CA0867
 CA0867.The horizontal coordinates were scaled from a topographic map and have
 CA0867.an estimated accuracy of +/- 6 seconds.
 CA0867
 CA0867.The orthometric height was determined by differential leveling
 CA0867.and adjusted by the National Geodetic Survey in June 1991..
 CA0867
 CA0867.The geoid height was determined by GEOID03.
 CA0867
 CA0867.The dynamic height is computed by dividing the NAVD 88
 CA0867.geopotential number by the normal gravity value computed on the
 CA0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0867.degrees latitude (g = 980.6199 gals.).
 CA0867
 CA0867.The modeled gravity was interpolated from observed gravity values.
 CA0867
 CA0867;                    North         East    Units  Estimated Accuracy
 CA0867;SPC TX C     - 3,230,360.      797,600.      MT  (+/- 180 meters Scaled)
 CA0867
 CA0867                          SUPERSEDED SURVEY CONTROL
 CA0867
 CA0867.No superseded survey control is available for this station.
 CA0867
 CA0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA712117(NAD 83)
 CA0867_MARKER: I = METAL ROD
 CA0867_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0867+WITH SETTING: INFORMATION.
 CA0867_SP_SET: SHALLOW SET METAL ROD
 CA0867_STAMPING: C 1457 1982
 CA0867_MARK LOGO: NGS   
 CA0867_PROJECTION: FLUSH
 CA0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0867+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0867_ROD/PIPE-DEPTH: 2.1  meters
 CA0867
 CA0867  HISTORY     - Date     Condition        Report By
 CA0867  HISTORY     - 1982     MONUMENTED       NGS
 CA0867  HISTORY     - 20060320 GOOD             USPSQD
 CA0867
 CA0867                          STATION DESCRIPTION
 CA0867
 CA0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0867'18.7 KM (11.6 MI) SE FROM COLEMAN.
 CA0867'18.7 KM (11.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM
 CA0867'ITS JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, 37.2
 CA0867'METERS (122.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14.7 METERS
 CA0867'(48.2 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH AND 8.0
 CA0867'METERS (26.2 FT) WEST OF A UTILITY POLE AND FENCE CORNER.
 CA0867'NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS
 CA0867'THROUGH A 5-INCH LOGO CAP.
 CA0867'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CA0867'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CA0867
 CA0867                          STATION RECOVERY (2006)
 CA0867
 CA0867'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0867'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0856 ***********************************************************************
 CT0856  DESIGNATION -  C 1458
 CT0856  PID         -  CT0856
 CT0856  STATE/COUNTY-  TX/TAYLOR
 CT0856  USGS QUAD   -  MERKEL EAST (1984)
 CT0856
 CT0856                         *CURRENT SURVEY CONTROL
 CT0856  ___________________________________________________________________
 CT0856* NAD 83(1986)-  32 27 28.     (N)    099 53 47.     (W)     SCALED    
 CT0856* NAVD 88     -       551.130  (meters)    1808.17   (feet)  ADJUSTED  
 CT0856  ___________________________________________________________________
 CT0856  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CT0856  DYNAMIC HT  -         550.414 (meters)    1805.82  (feet)  COMP
 CT0856  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 CT0856
 CT0856  VERT ORDER  -  FIRST     CLASS II
 CT0856
 CT0856.The horizontal coordinates were scaled from a topographic map and have
 CT0856.an estimated accuracy of +/- 6 seconds.
 CT0856
 CT0856.The orthometric height was determined by differential leveling
 CT0856.and adjusted by the National Geodetic Survey in June 1991..
 CT0856
 CT0856.The geoid height was determined by GEOID03.
 CT0856
 CT0856.The dynamic height is computed by dividing the NAVD 88
 CT0856.geopotential number by the normal gravity value computed on the
 CT0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0856.degrees latitude (g = 980.6199 gals.).
 CT0856
 CT0856.The modeled gravity was interpolated from observed gravity values.
 CT0856
 CT0856;                    North         East    Units  Estimated Accuracy
 CT0856;SPC TXNC     - 2,088,600.      468,720.      MT  (+/- 180 meters Scaled)
 CT0856
 CT0856                          SUPERSEDED SURVEY CONTROL
 CT0856
 CT0856.No superseded survey control is available for this station.
 CT0856
 CT0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA157915(NAD 83)
 CT0856_MARKER: I = METAL ROD
 CT0856_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0856_SP_SET: STAINLESS STEEL ROD
 CT0856_STAMPING: C 1458 1982
 CT0856_MARK LOGO: NGS   
 CT0856_PROJECTION: FLUSH
 CT0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0856_ROD/PIPE-DEPTH: 4.6  meters
 CT0856
 CT0856  HISTORY     - Date     Condition        Report By
 CT0856  HISTORY     - 1982     MONUMENTED       NGS
 CT0856  HISTORY     - 19940804 GOOD             USPSQD
 CT0856  HISTORY     - 20011013 GOOD             USPSQD
 CT0856
 CT0856                          STATION DESCRIPTION
 CT0856
 CT0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0856'10.5 KM (6.5 MI) WEST FROM ABILENE.
 CT0856'10.5 KM (6.5 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0856'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0856'ABILENE, 0.1 KM (0.05 MI) WEST OF MILEPOST 416, 17.4 METERS (57.1 FT)
 CT0856'SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD OF INTERSTATE HIGHWAY 20,
 CT0856'7.8 METERS (25.6 FT) NORTH OF THE NEAR RAIL AND 1.8 METERS (5.9 FT)
 CT0856'WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CT0856'5-INCH LOGO CAP.
 CT0856'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CT0856'THE MARK IS 1.0 M BELOW THE TRACKS.
 CT0856
 CT0856                          STATION RECOVERY (1994)
 CT0856
 CT0856'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0856'RECOVERED IN GOOD CONDITION.
 CT0856
 CT0856                          STATION RECOVERY (2001)
 CT0856
 CT0856'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0754 ***********************************************************************
 CU0754  DESIGNATION -  C 1459
 CU0754  PID         -  CU0754
 CU0754  STATE/COUNTY-  TX/NOLAN
 CU0754  USGS QUAD   -  ROSCOE (1987)
 CU0754
 CU0754                         *CURRENT SURVEY CONTROL
 CU0754  ___________________________________________________________________
 CU0754* NAD 83(1986)-  32 26 03.     (N)    100 32 04.     (W)     SCALED    
 CU0754* NAVD 88     -       729.083  (meters)    2392.00   (feet)  ADJUSTED  
 CU0754  ___________________________________________________________________
 CU0754  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CU0754  DYNAMIC HT  -         728.103 (meters)    2388.78  (feet)  COMP
 CU0754  MODELED GRAV-     979,271.1   (mgal)                       NAVD 88
 CU0754
 CU0754  VERT ORDER  -  FIRST     CLASS II
 CU0754
 CU0754.The horizontal coordinates were scaled from a topographic map and have
 CU0754.an estimated accuracy of +/- 6 seconds.
 CU0754
 CU0754.The orthometric height was determined by differential leveling
 CU0754.and adjusted by the National Geodetic Survey in June 1991..
 CU0754
 CU0754.The geoid height was determined by GEOID03.
 CU0754
 CU0754.The dynamic height is computed by dividing the NAVD 88
 CU0754.geopotential number by the normal gravity value computed on the
 CU0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0754.degrees latitude (g = 980.6199 gals.).
 CU0754
 CU0754.The modeled gravity was interpolated from observed gravity values.
 CU0754
 CU0754;                    North         East    Units  Estimated Accuracy
 CU0754;SPC TXNC     - 2,086,960.      408,700.      MT  (+/- 180 meters Scaled)
 CU0754
 CU0754                          SUPERSEDED SURVEY CONTROL
 CU0754
 CU0754.No superseded survey control is available for this station.
 CU0754
 CU0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA557895(NAD 83)
 CU0754_MARKER: DB = BENCH MARK DISK
 CU0754_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0754_SP_SET: PIER
 CU0754_STAMPING: C 1459 1982
 CU0754_MARK LOGO: NGS   
 CU0754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0754+STABILITY: POSITION/ELEVATION WELL
 CU0754
 CU0754  HISTORY     - Date     Condition        Report By
 CU0754  HISTORY     - 1982     MONUMENTED       NGS
 CU0754  HISTORY     - 1982     GOOD             NGS
 CU0754
 CU0754                          STATION DESCRIPTION
 CU0754
 CU0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0754'4.6 KM (2.85 MI) SOUTH FROM ROSCOE.
 CU0754'1.7 KM (1.05 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0754'FROM ITS JUNCTION WITH U.S. HIGHWAY 84 IN ROSCOE, THENCE 1.3 KM (0.8
 CU0754'MI) SOUTHEASTERLY ALONG CEMETERY ROAD, THENCE 1.6 KM (1.0 MI)
 CU0754'SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20, SET VERTICALLY IN THE WEST
 CU0754'FACE OF THE MOST NORTHERLY ONE OF FOUR PIERS OF THE EAST BOUND LANES
 CU0754'OF THE HIGHWAY OVERPASS OF FARM ROAD 608 AND 7.2 METERS (23.6 FT)
 CU0754'WEST-SOUTHWEST OF THE CENTER OF THE ROAD.
 CU0754'THE MARK IS 1.0 M ABOVE THE GROUND.
 CU0754
 CU0754                          STATION RECOVERY (1982)
 CU0754
 CU0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0071 ***********************************************************************
 CE0071  DESIGNATION -  C 146
 CE0071  PID         -  CE0071
 CE0071  STATE/COUNTY-  TX/EL PASO
 CE0071  USGS QUAD   -  EL PASO (1997)
 CE0071
 CE0071                         *CURRENT SURVEY CONTROL
 CE0071  ___________________________________________________________________
 CE0071* NAD 83(1986)-  31 49 16.     (N)    106 26 07.     (W)     SCALED    
 CE0071* NAVD 88     -      1187.210  (meters)    3895.04   (feet)  POSTED    
 CE0071  ___________________________________________________________________
 CE0071  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CE0071  DYNAMIC HT  -        1185.410 (meters)    3889.13  (feet)  COMP
 CE0071  MODELED GRAV-     979,080.6   (mgal)                       NAVD 88
 CE0071
 CE0071  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CE0071
 CE0071.The horizontal coordinates were scaled from a topographic map and have
 CE0071.an estimated accuracy of +/- 6 seconds.
 CE0071
 CE0071.The orthometric height was determined by differential leveling
 CE0071.and adjusted by the National Geodetic Survey in 1992..
 CE0071.No vertical observational check was made to the station.
 CE0071.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CE0071.was located on a no-check spur therefore a value was not computed.
 CE0071
 CE0071.The geoid height was determined by GEOID03.
 CE0071
 CE0071.The dynamic height is computed by dividing the NAVD 88
 CE0071.geopotential number by the normal gravity value computed on the
 CE0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0071.degrees latitude (g = 980.6199 gals.).
 CE0071
 CE0071.The modeled gravity was interpolated from observed gravity values.
 CE0071
 CE0071;                    North         East    Units  Estimated Accuracy
 CE0071;SPC TX C     - 3,254,680.      122,590.      MT  (+/- 180 meters Scaled)
 CE0071
 CE0071                          SUPERSEDED SURVEY CONTROL
 CE0071
 CE0071  NGVD 29 (??/??/92) 1186.688  (m)         3893.33   (f) ADJ UNCH    1 2
 CE0071
 CE0071.Superseded values are not recommended for survey control.
 CE0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0071.See file dsdata.txt to determine how the superseded data were derived.
 CE0071
 CE0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR641215(NAD 83)
 CE0071_MARKER: DB = BENCH MARK DISK
 CE0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0071_SP_SET: CULVERT
 CE0071_STAMPING: C 146 1954
 CE0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0071
 CE0071  HISTORY     - Date     Condition        Report By
 CE0071  HISTORY     - 1954     MONUMENTED       CGS
 CE0071  HISTORY     - 1978     MARK NOT FOUND   USGS
 CE0071  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0071
 CE0071                          STATION DESCRIPTION
 CE0071
 CE0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0071'5.95 MI NE FROM EL PASO.
 CE0071'5.95 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CE0071'UNION STATION AT EL PASO, 0.15 MILE SOUTHWEST OF MILEPOST 1302, 35
 CE0071'FEET WEST OF THE CENTER OF THE CROSSING OF SHERIDAN ROAD, 33 FEET WEST
 CE0071'OF THE WEST RAIL, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 CE0071'HEADWALL OF A CONCRETE CULVERT.
 CE0071
 CE0071                          STATION RECOVERY (1978)
 CE0071
 CE0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CE0071'MARK NOT FOUND.
 CE0071
 CE0071                          STATION RECOVERY (1981)
 CE0071
 CE0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0425 ***********************************************************************
 CE0425  DESIGNATION -  C 146 RESET
 CE0425  PID         -  CE0425
 CE0425  STATE/COUNTY-  TX/EL PASO
 CE0425  USGS QUAD   -  EL PASO (1997)
 CE0425
 CE0425                         *CURRENT SURVEY CONTROL
 CE0425  ___________________________________________________________________
 CE0425* NAD 83(1986)-  31 49 10.     (N)    106 26 17.     (W)     SCALED    
 CE0425* NAVD 88     -      1186.876  (meters)    3893.94   (feet)  ADJUSTED  
 CE0425  ___________________________________________________________________
 CE0425  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CE0425  DYNAMIC HT  -        1185.075 (meters)    3888.03  (feet)  COMP
 CE0425  MODELED GRAV-     979,080.9   (mgal)                       NAVD 88
 CE0425
 CE0425  VERT ORDER  -  FIRST     CLASS I
 CE0425
 CE0425.The horizontal coordinates were scaled from a topographic map and have
 CE0425.an estimated accuracy of +/- 6 seconds.
 CE0425
 CE0425.The orthometric height was determined by differential leveling
 CE0425.and adjusted by the National Geodetic Survey in November 1996..
 CE0425
 CE0425.The geoid height was determined by GEOID03.
 CE0425
 CE0425.The dynamic height is computed by dividing the NAVD 88
 CE0425.geopotential number by the normal gravity value computed on the
 CE0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0425.degrees latitude (g = 980.6199 gals.).
 CE0425
 CE0425.The modeled gravity was interpolated from observed gravity values.
 CE0425
 CE0425;                    North         East    Units  Estimated Accuracy
 CE0425;SPC TX C     - 3,254,510.      122,320.      MT  (+/- 180 meters Scaled)
 CE0425
 CE0425                          SUPERSEDED SURVEY CONTROL
 CE0425
 CE0425  NAVD 88 (06/15/91) 1186.902  (m)         3894.03   (f) UNKNOWN     1 1
 CE0425
 CE0425.Superseded values are not recommended for survey control.
 CE0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0425.See file dsdata.txt to determine how the superseded data were derived.
 CE0425
 CE0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR638213(NAD 83)
 CE0425_MARKER: DV = VERTICAL CONTROL DISK
 CE0425_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CE0425_SP_SET: RETAINING WALL
 CE0425_STAMPING: C 146 1954 RESET 1978
 CE0425_MARK LOGO: NGS   
 CE0425_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0425+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 CE0425
 CE0425  HISTORY     - Date     Condition        Report By
 CE0425  HISTORY     - 1978     MONUMENTED       USGS
 CE0425  HISTORY     - 1981     GOOD             NGS
 CE0425  HISTORY     - 19921119 GOOD             NGS
 CE0425
 CE0425                          STATION DESCRIPTION
 CE0425
 CE0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0425'9.5 KM (5.9 MI) NE FROM EL PASO.
 CE0425'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CE0425'9.5 KM (5.9 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CE0425'THE UNION STATION IN EL PASO, IN TOP OF THE SOUTH END OF THE SHERIDAN
 CE0425'ROAD OVERPASS RAMP TO FORT BLISS, 89.3 METERS (293.0 FT) SOUTHEAST OF
 CE0425'THE NEAR RAIL, 29.6 METERS (97.0 FT) NORTH OF THE NORTH CORNER OF
 CE0425'GATE GUARD BUILDING NUMBER 1871, 13.2 METERS (43.5 FT) NORTHEAST
 CE0425'OF THE NORTHEAST CORNER OF A SWIMMING POOL, 11.9 METERS (39.0 FT)
 CE0425'WEST OF THE CENTERLINE OF THE ROAD,  11.0 METERS (36.0 FT) SOUTHEAST
 CE0425'OF THE NORTH CORNER OF A CHAIN LINK FENCE AND 1.5 METERS (5.0 FT)
 CE0425'NORTH OF THE SOUTH END OF THE RAMP.
 CE0425
 CE0425                          STATION RECOVERY (1992)
 CE0425
 CE0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0425'9.2 KM (5.70 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0425'FROM THE UNION PASSENGER STATION IN EL PASO, IN TOP OF AND 1.8 M
 CE0425'(5.9 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE RETAINING WALL
 CE0425'OF THE SHERIDAN ROAD OVERPASS OF THE TRACKS LEADING TO FORT BLISS,
 CE0425'90.0 M (295.3 FT) SOUTHEAST OF THE NEAR RAIL, 29.6 M (97.1 FT) NORTH
 CE0425'OF THE NORTH CORNER OF GUARD SHACK 1871, 13.2 M (43.3 FT) NORTHEAST
 CE0425'OF THE NORTHEAST CORNER OF A SWIMMING POOL, AND 11.9 M (39.0 FT) WEST
 CE0425'OF AND LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0872 ***********************************************************************
 CU0872  DESIGNATION -  C 1460
 CU0872  PID         -  CU0872
 CU0872  STATE/COUNTY-  TX/NOLAN
 CU0872  USGS QUAD   -  ROSCOE (1987)
 CU0872
 CU0872                         *CURRENT SURVEY CONTROL
 CU0872  ___________________________________________________________________
 CU0872* NAD 83(1986)-  32 28 04.     (N)    100 35 36.     (W)     SCALED    
 CU0872* NAVD 88     -       722.806  (meters)    2371.41   (feet)  ADJUSTED  
 CU0872  ___________________________________________________________________
 CU0872  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CU0872  DYNAMIC HT  -         721.834 (meters)    2368.22  (feet)  COMP
 CU0872  MODELED GRAV-     979,270.9   (mgal)                       NAVD 88
 CU0872
 CU0872  VERT ORDER  -  FIRST     CLASS II
 CU0872
 CU0872.The horizontal coordinates were scaled from a topographic map and have
 CU0872.an estimated accuracy of +/- 6 seconds.
 CU0872
 CU0872.The orthometric height was determined by differential leveling
 CU0872.and adjusted by the National Geodetic Survey in June 1991..
 CU0872
 CU0872.The geoid height was determined by GEOID03.
 CU0872
 CU0872.The dynamic height is computed by dividing the NAVD 88
 CU0872.geopotential number by the normal gravity value computed on the
 CU0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0872.degrees latitude (g = 980.6199 gals.).
 CU0872
 CU0872.The modeled gravity was interpolated from observed gravity values.
 CU0872
 CU0872;                    North         East    Units  Estimated Accuracy
 CU0872;SPC TXNC     - 2,090,800.      403,230.      MT  (+/- 180 meters Scaled)
 CU0872
 CU0872                          SUPERSEDED SURVEY CONTROL
 CU0872
 CU0872.No superseded survey control is available for this station.
 CU0872
 CU0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA502934(NAD 83)
 CU0872_MARKER: I = METAL ROD
 CU0872_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0872+WITH SETTING: INFORMATION.
 CU0872_SP_SET: SHALLOW SET METAL ROD
 CU0872_STAMPING: C 1460 1982
 CU0872_MARK LOGO: NGS   
 CU0872_PROJECTION: FLUSH
 CU0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0872_ROD/PIPE-DEPTH: 2.4  meters
 CU0872
 CU0872  HISTORY     - Date     Condition        Report By
 CU0872  HISTORY     - 1982     MONUMENTED       NGS
 CU0872
 CU0872                          STATION DESCRIPTION
 CU0872
 CU0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0872'5.8 KM (3.6 MI) NW FROM ROSCOE.
 CU0872'5.8 KM (3.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM THE POST
 CU0872'OFFICE IN ROSCOE, 0.2 KM (0.1 MI) NORTHWEST OF A MULTI-BOX CULVERT
 CU0872'SPANNING COTTONWOOD CREEK, 16.5 METERS (54.1 FT) SOUTHWEST OF THE
 CU0872'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 12.9 METERS
 CU0872'(42.3 FT) NORTHEAST OF THE NEAR RAIL OF THE ROSCOE, SNYDER AND PACIFIC
 CU0872'RAILROAD, 6.0 METERS (19.7 FT) SOUTH-SOUTHEAST OF THE EXTENDED CENTER
 CU0872'OF A PAVED ROAD LEADING WEST AND 0.6 METER (2.0 FT) SOUTHEAST OF A
 CU0872'UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE
 CU0872'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0872'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CU0872'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0778 ***********************************************************************
 CU0778  DESIGNATION -  C 1461
 CU0778  PID         -  CU0778
 CU0778  STATE/COUNTY-  TX/MITCHELL
 CU0778  USGS QUAD   -  IATAN (1978)
 CU0778
 CU0778                         *CURRENT SURVEY CONTROL
 CU0778  ___________________________________________________________________
 CU0778* NAD 83(1986)-  32 19 53.     (N)    101 09 34.     (W)     SCALED    
 CU0778* NAVD 88     -       671.382  (meters)    2202.69   (feet)  ADJUSTED  
 CU0778  ___________________________________________________________________
 CU0778  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CU0778  DYNAMIC HT  -         670.477 (meters)    2199.72  (feet)  COMP
 CU0778  MODELED GRAV-     979,269.1   (mgal)                       NAVD 88
 CU0778
 CU0778  VERT ORDER  -  FIRST     CLASS II
 CU0778
 CU0778.The horizontal coordinates were scaled from a topographic map and have
 CU0778.an estimated accuracy of +/- 6 seconds.
 CU0778
 CU0778.The orthometric height was determined by differential leveling
 CU0778.and adjusted by the National Geodetic Survey in June 1991..
 CU0778
 CU0778.The geoid height was determined by GEOID03.
 CU0778
 CU0778.The dynamic height is computed by dividing the NAVD 88
 CU0778.geopotential number by the normal gravity value computed on the
 CU0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0778.degrees latitude (g = 980.6199 gals.).
 CU0778
 CU0778.The modeled gravity was interpolated from observed gravity values.
 CU0778
 CU0778;                    North         East    Units  Estimated Accuracy
 CU0778;SPC TXNC     - 2,076,880.      349,650.      MT  (+/- 180 meters Scaled)
 CU0778
 CU0778                          SUPERSEDED SURVEY CONTROL
 CU0778
 CU0778.No superseded survey control is available for this station.
 CU0778
 CU0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA967792(NAD 83)
 CU0778_MARKER: I = METAL ROD
 CU0778_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0778_SP_SET: STAINLESS STEEL ROD
 CU0778_STAMPING: C 1461 1982
 CU0778_MARK LOGO: NGS   
 CU0778_PROJECTION: FLUSH
 CU0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0778_ROD/PIPE-DEPTH: 5.2  meters
 CU0778
 CU0778  HISTORY     - Date     Condition        Report By
 CU0778  HISTORY     - 1982     MONUMENTED       NGS
 CU0778
 CU0778                          STATION DESCRIPTION
 CU0778
 CU0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0778'30.3 KM (18.8 MI) SW FROM COLORADO CITY.
 CU0778'30.3 KM (18.8 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0778'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, 0.2 KM (0.1 MI)
 CU0778'NORTHEAST OF RAILROAD MILEPOST 494, OR 32.0 KM (19.9 MI) NORTHEASTERLY
 CU0778'ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH U.S. HIGHWAY 87 IN
 CU0778'BIG SPRING, 55.5 METERS (182.1 FT) WEST-SOUTHWEST OF RAILROAD SIGNAL
 CU0778'NUMBER 4939, 38.7 METERS (127.0 FT) SOUTH-SOUTHWEST OF HIGHWAY
 CU0778'MILEPOST 198, 36.0 METERS (118.1 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 CU0778'OF THE EAST BOUND LANES OF THE HIGHWAY, 25.6 METERS (84.0 FT) SOUTH OF
 CU0778'A HIGHWAY INFORMATION SIGN (EXIT 199 IATAN RD 1 MILE), 16.8 METERS
 CU0778'(55.1 FT) SOUTH-SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD, 9.0 METERS
 CU0778'(29.5 FT) NORTH-NORTHWEST OF THE NEAR RAIL OF THE MISSOURI PACIFIC
 CU0778'RAILROAD AND 1.5 METERS (4.9 FT) SOUTHWEST OF A UTILITY POLE.
 CU0778'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0778'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CU0778'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0830 ***********************************************************************
 CU0830  DESIGNATION -  C 1462
 CU0830  PID         -  CU0830
 CU0830  STATE/COUNTY-  TX/SCURRY
 CU0830  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0830
 CU0830                         *CURRENT SURVEY CONTROL
 CU0830  ___________________________________________________________________
 CU0830* NAD 83(1986)-  32 57 24.     (N)    101 05 17.     (W)     SCALED    
 CU0830* NAVD 88     -       730.513  (meters)    2396.69   (feet)  ADJUSTED  
 CU0830  ___________________________________________________________________
 CU0830  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CU0830  DYNAMIC HT  -         729.578 (meters)    2393.62  (feet)  COMP
 CU0830  MODELED GRAV-     979,333.8   (mgal)                       NAVD 88
 CU0830
 CU0830  VERT ORDER  -  FIRST     CLASS II
 CU0830
 CU0830.The horizontal coordinates were scaled from a topographic map and have
 CU0830.an estimated accuracy of +/- 6 seconds.
 CU0830
 CU0830.The orthometric height was determined by differential leveling
 CU0830.and adjusted by the National Geodetic Survey in July 2002..
 CU0830
 CU0830.The geoid height was determined by GEOID03.
 CU0830
 CU0830.The dynamic height is computed by dividing the NAVD 88
 CU0830.geopotential number by the normal gravity value computed on the
 CU0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0830.degrees latitude (g = 980.6199 gals.).
 CU0830
 CU0830.The modeled gravity was interpolated from observed gravity values.
 CU0830
 CU0830;                    North         East    Units  Estimated Accuracy
 CU0830;SPC TXNC     - 2,146,030.      358,080.      MT  (+/- 180 meters Scaled)
 CU0830
 CU0830                          SUPERSEDED SURVEY CONTROL
 CU0830
 CU0830  NAVD 88 (06/15/91)  730.442  (m)         2396.46   (f) UNKNOWN     1 2
 CU0830
 CU0830.Superseded values are not recommended for survey control.
 CU0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0830.See file dsdata.txt to determine how the superseded data were derived.
 CU0830
 CU0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB048484(NAD 83)
 CU0830_MARKER: I = METAL ROD
 CU0830_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0830_SP_SET: STAINLESS STEEL ROD
 CU0830_STAMPING: C 1462 1982
 CU0830_MARK LOGO: NGS   
 CU0830_PROJECTION: FLUSH
 CU0830_MAGNETIC: I = MARKER IS A STEEL ROD
 CU0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0830+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 CU0830_ROD/PIPE-DEPTH: 7.3  meters
 CU0830
 CU0830  HISTORY     - Date     Condition        Report By
 CU0830  HISTORY     - 1982     MONUMENTED       NGS
 CU0830  HISTORY     - 19971008 GOOD             NGS
 CU0830
 CU0830                          STATION DESCRIPTION
 CU0830
 CU0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0830'36.1 KM (22.35 MI) NW FROM SNYDER.
 CU0830'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0830'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0830'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0830'NORTH ALONG FARM ROAD 1611, THENCE 22.3 KM (13.85 MI) NORTHWESTERLY
 CU0830'ALONG U.S. HIGHWAY 84, 0.7 KM (0.45 MI) SOUTHEAST OF THE GARZA-SCURRY
 CU0830'COUNTY LINE, 20.0 METERS (65.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 CU0830'NORTHWEST BOUND LANES OF THE HIGHWAY AND 9.7 METERS (31.8 FT)
 CU0830'SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0830'THROUGH A 5-INCH LOGO CAP.
 CU0830'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 CU0830'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CU0830
 CU0830                          STATION RECOVERY (1997)
 CU0830
 CU0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 CU0830'29.6 KM (18.40 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 CU0830'OF STATE HIGHWAY 208 IN SNYDER, 20.0 M (65.6 FT) NORTHEAST OF THE
 CU0830'HIGHWAY CENTERLINE, 12.7 M (41.7 FT) NORTHWEST OF A RIGHT-OF-WAY
 CU0830'MARKER, 9.6 M (31.5 FT) SOUTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT)
 CU0830'BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 CU0830'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CU0830'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0468 ***********************************************************************
 DP0468  DESIGNATION -  C 1463
 DP0468  PID         -  DP0468
 DP0468  STATE/COUNTY-  TX/GARZA
 DP0468  USGS QUAD   -  POST EAST (1969)
 DP0468
 DP0468                         *CURRENT SURVEY CONTROL
 DP0468  ___________________________________________________________________
 DP0468* NAD 83(1986)-  33 09 05.     (N)    101 20 26.     (W)     SCALED    
 DP0468* NAVD 88     -       750.532  (meters)    2462.37   (feet)  ADJUSTED  
 DP0468  ___________________________________________________________________
 DP0468  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 DP0468  DYNAMIC HT  -         749.571 (meters)    2459.22  (feet)  COMP
 DP0468  MODELED GRAV-     979,331.9   (mgal)                       NAVD 88
 DP0468
 DP0468  VERT ORDER  -  FIRST     CLASS II
 DP0468
 DP0468.The horizontal coordinates were scaled from a topographic map and have
 DP0468.an estimated accuracy of +/- 6 seconds.
 DP0468
 DP0468.The orthometric height was determined by differential leveling
 DP0468.and adjusted by the National Geodetic Survey in June 1991..
 DP0468
 DP0468.The geoid height was determined by GEOID03.
 DP0468
 DP0468.The dynamic height is computed by dividing the NAVD 88
 DP0468.geopotential number by the normal gravity value computed on the
 DP0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0468.degrees latitude (g = 980.6199 gals.).
 DP0468
 DP0468.The modeled gravity was interpolated from observed gravity values.
 DP0468
 DP0468;                    North         East    Units  Estimated Accuracy
 DP0468;SPC TXNC     - 2,168,220.      335,060.      MT  (+/- 180 meters Scaled)
 DP0468
 DP0468                          SUPERSEDED SURVEY CONTROL
 DP0468
 DP0468.No superseded survey control is available for this station.
 DP0468
 DP0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB817705(NAD 83)
 DP0468_MARKER: I = METAL ROD
 DP0468_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP0468+WITH SETTING: INFORMATION.
 DP0468_SP_SET: METAL ROD DRIVEN INTO GROUND
 DP0468_STAMPING: C 1463 1982
 DP0468_MARK LOGO: NGS   
 DP0468_PROJECTION: FLUSH
 DP0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0468_ROD/PIPE-DEPTH: 2.1  meters
 DP0468
 DP0468  HISTORY     - Date     Condition        Report By
 DP0468  HISTORY     - 1982     MONUMENTED       NGS
 DP0468  HISTORY     - 19890810 GOOD             NGS
 DP0468
 DP0468                          STATION DESCRIPTION
 DP0468
 DP0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0468'6.0 KM (3.75 MI) SE FROM POST.
 DP0468'6.0 KM (3.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0468'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 15.4 METERS
 DP0468'(50.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 DP0468'THE HIGHWAY, 10.8 METERS (35.4 FT) NORTHWEST OF THE CENTER OF A FIELD
 DP0468'ENTRANCE AND 8.6 METERS (28.2 FT) NORTHWEST OF THE NORTH CORNER OF A
 DP0468'CATTLE GUARD.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE
 DP0468'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0468'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 DP0468'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0468
 DP0468                          STATION RECOVERY (1989)
 DP0468
 DP0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1633 ***********************************************************************
 AY1633  DESIGNATION -  C 1464
 AY1633  PID         -  AY1633
 AY1633  STATE/COUNTY-  TX/BEXAR
 AY1633  USGS QUAD   -  LA COSTE (1982)
 AY1633
 AY1633                         *CURRENT SURVEY CONTROL
 AY1633  ___________________________________________________________________
 AY1633* NAD 83(1986)-  29 22 27.     (N)    098 45 28.     (W)     SCALED    
 AY1633* NAVD 88     -       224.747  (meters)     737.36   (feet)  ADJUSTED  
 AY1633  ___________________________________________________________________
 AY1633  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AY1633  DYNAMIC HT  -         224.421 (meters)     736.29  (feet)  COMP
 AY1633  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 AY1633
 AY1633  VERT ORDER  -  FIRST     CLASS II
 AY1633
 AY1633.The horizontal coordinates were scaled from a topographic map and have
 AY1633.an estimated accuracy of +/- 6 seconds.
 AY1633
 AY1633.The orthometric height was determined by differential leveling
 AY1633.and adjusted by the National Geodetic Survey in June 1991..
 AY1633
 AY1633.The geoid height was determined by GEOID03.
 AY1633
 AY1633.The dynamic height is computed by dividing the NAVD 88
 AY1633.geopotential number by the normal gravity value computed on the
 AY1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1633.degrees latitude (g = 980.6199 gals.).
 AY1633
 AY1633.The modeled gravity was interpolated from observed gravity values.
 AY1633
 AY1633;                    North         East    Units  Estimated Accuracy
 AY1633;SPC TXSC     - 4,170,790.      623,510.      MT  (+/- 180 meters Scaled)
 AY1633
 AY1633                          SUPERSEDED SURVEY CONTROL
 AY1633
 AY1633.No superseded survey control is available for this station.
 AY1633
 AY1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT235494(NAD 83)
 AY1633_MARKER: I = METAL ROD
 AY1633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1633_SP_SET: STAINLESS STEEL ROD
 AY1633_STAMPING: C 1464 1982
 AY1633_MARK LOGO: NGS   
 AY1633_PROJECTION: FLUSH
 AY1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1633_ROD/PIPE-DEPTH: 6.1  meters
 AY1633
 AY1633  HISTORY     - Date     Condition        Report By
 AY1633  HISTORY     - 1982     MONUMENTED       NGS
 AY1633  HISTORY     - 19991001 GOOD             USPSQD
 AY1633
 AY1633                          STATION DESCRIPTION
 AY1633
 AY1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1633'12.4 KM (7.7 MI) EAST FROM CASTROVILLE.
 AY1633'12.4 KM (7.7 MI) EASTERLY ALONG U.S. HIGHWAY 90 EASTBOUND FROM THE
 AY1633'JUNCTION OF FARM ROAD 471 NORTH IN CASTROVILLE, 5.0 KM (3.1 MI) EAST
 AY1633'OF THE MEDINA-BEXAR COUNTY LINE, 47.9 METERS (157.0 FT) SOUTH OF
 AY1633'CENTERLINE OF EASTBOUND LANES, 12.5 METERS (41.0 FT) SOUTH OF A TRACK
 AY1633'AND GRAVEL ROAD THAT PARALLELS HIGHWAY, 0.30 METERS (1.0 FT) NORTH OF
 AY1633'FENCE LINE, 0.73 METERS (2.4 FT) EAST OF A POWERLINE POLE, AND
 AY1633'7.3 METERS (241.0 FT) SOUTHWEST OF THE WEST END OF THE SOUTH HEADWALL
 AY1633'OF A CONCRETE CULVERT UNDER HIGHWAY.
 AY1633'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AY1633'THE MARK IS 4.6 M BELOW HIGHWAY.
 AY1633
 AY1633                          STATION RECOVERY (1999)
 AY1633
 AY1633'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1678 ***********************************************************************
 AY1678  DESIGNATION -  C 1465
 AY1678  PID         -  AY1678
 AY1678  STATE/COUNTY-  TX/KENDALL
 AY1678  USGS QUAD   -  BOERNE (1982)
 AY1678
 AY1678                         *CURRENT SURVEY CONTROL
 AY1678  ___________________________________________________________________
 AY1678* NAD 83(1986)-  29 46 18.     (N)    098 43 12.     (W)     SCALED    
 AY1678* NAVD 88     -       426.008  (meters)    1397.66   (feet)  ADJUSTED  
 AY1678  ___________________________________________________________________
 AY1678  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AY1678  DYNAMIC HT  -         425.388 (meters)    1395.63  (feet)  COMP
 AY1678  MODELED GRAV-     979,173.7   (mgal)                       NAVD 88
 AY1678
 AY1678  VERT ORDER  -  FIRST     CLASS II
 AY1678
 AY1678.The horizontal coordinates were scaled from a topographic map and have
 AY1678.an estimated accuracy of +/- 6 seconds.
 AY1678
 AY1678.The orthometric height was determined by differential leveling
 AY1678.and adjusted by the National Geodetic Survey in June 1991..
 AY1678
 AY1678.The geoid height was determined by GEOID03.
 AY1678
 AY1678.The dynamic height is computed by dividing the NAVD 88
 AY1678.geopotential number by the normal gravity value computed on the
 AY1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1678.degrees latitude (g = 980.6199 gals.).
 AY1678
 AY1678.The modeled gravity was interpolated from observed gravity values.
 AY1678
 AY1678;                    North         East    Units  Estimated Accuracy
 AY1678;SPC TXSC     - 4,214,850.      627,080.      MT  (+/- 180 meters Scaled)
 AY1678
 AY1678                          SUPERSEDED SURVEY CONTROL
 AY1678
 AY1678.No superseded survey control is available for this station.
 AY1678
 AY1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT270935(NAD 83)
 AY1678_MARKER: I = METAL ROD
 AY1678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1678_SP_SET: STAINLESS STEEL ROD
 AY1678_STAMPING: C 1465 1982
 AY1678_MARK LOGO: NGS   
 AY1678_PROJECTION: FLUSH
 AY1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1678_ROD/PIPE-DEPTH: 4.8  meters
 AY1678
 AY1678  HISTORY     - Date     Condition        Report By
 AY1678  HISTORY     - 1982     MONUMENTED       NGS
 AY1678  HISTORY     - 1990     GOOD             USPSQD
 AY1678  HISTORY     - 19940302 GOOD             USPSQD
 AY1678
 AY1678                          STATION DESCRIPTION
 AY1678
 AY1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1678'2.2 KM (1.40 MI) SE FROM BOERNE.
 AY1678'2.2 KM (1.40 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM
 AY1678'THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, AT A PRIVATE DRIVEWAY
 AY1678'LEADING EAST NORTHEAST TO THE J. D. AND NANCY REITZ RESIDENCE.
 AY1678'18.2 METERS (60.0 FT) EAST NORTHEAST OF THE CENTER OF BUSINESS HIGHWAY
 AY1678'87, 13.1 METERS (43.0 FT) SOUTH SOUTHEAST OF THE CENTER OF THE
 AY1678'DRIVEWAY.  0.76 METERS (2.5 FT) NORTH OF A TELEPHONE POLE, AND
 AY1678'0.15 METERS (0.5 FT) WEST SOUTHWEST OF A BOARD FENCE.
 AY1678'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AY1678'THE MARK IS 0.6 M BELOW U.S. HIGHWAY 87.
 AY1678
 AY1678                          STATION RECOVERY (1990)
 AY1678
 AY1678'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1678'RECOVERED IN GOOD CONDITION.
 AY1678
 AY1678                          STATION RECOVERY (1994)
 AY1678
 AY1678'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0501 ***********************************************************************
 BN0501  DESIGNATION -  C 1466
 BN0501  PID         -  BN0501
 BN0501  STATE/COUNTY-  TX/KERR
 BN0501  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0501
 BN0501                         *CURRENT SURVEY CONTROL
 BN0501  ___________________________________________________________________
 BN0501* NAD 83(1986)-  30 03 50.     (N)    098 55 14.     (W)     SCALED    
 BN0501* NAVD 88     -       527.682  (meters)    1731.24   (feet)  ADJUSTED  
 BN0501  ___________________________________________________________________
 BN0501  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 BN0501  DYNAMIC HT  -         526.930 (meters)    1728.77  (feet)  COMP
 BN0501  MODELED GRAV-     979,199.5   (mgal)                       NAVD 88
 BN0501
 BN0501  VERT ORDER  -  FIRST     CLASS II
 BN0501
 BN0501.The horizontal coordinates were scaled from a topographic map and have
 BN0501.an estimated accuracy of +/- 6 seconds.
 BN0501
 BN0501.The orthometric height was determined by differential leveling
 BN0501.and adjusted by the National Geodetic Survey in June 1991..
 BN0501
 BN0501.The geoid height was determined by GEOID03.
 BN0501
 BN0501.The dynamic height is computed by dividing the NAVD 88
 BN0501.geopotential number by the normal gravity value computed on the
 BN0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0501.degrees latitude (g = 980.6199 gals.).
 BN0501
 BN0501.The modeled gravity was interpolated from observed gravity values.
 BN0501
 BN0501;                    North         East    Units  Estimated Accuracy
 BN0501;SPC TXSC     - 4,247,210.      607,660.      MT  (+/- 180 meters Scaled)
 BN0501
 BN0501                          SUPERSEDED SURVEY CONTROL
 BN0501
 BN0501.No superseded survey control is available for this station.
 BN0501
 BN0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU076258(NAD 83)
 BN0501_MARKER: I = METAL ROD
 BN0501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0501_SP_SET: STAINLESS STEEL ROD
 BN0501_STAMPING: C 1466 1982
 BN0501_MARK LOGO: NGS   
 BN0501_PROJECTION: RECESSED 4 CENTIMETERS
 BN0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0501+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0501_ROD/PIPE-DEPTH: 4.1  meters
 BN0501
 BN0501  HISTORY     - Date     Condition        Report By
 BN0501  HISTORY     - 1982     MONUMENTED       NGS
 BN0501  HISTORY     - 20040325 GOOD             USPSQD
 BN0501  HISTORY     - 20051102 GOOD             USPSQD
 BN0501
 BN0501                          STATION DESCRIPTION
 BN0501
 BN0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0501'9.8 KM (6.1 MI) NORTH FROM COMFORT.
 BN0501'9.8 KM (6.1 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0501'INTERSTATE HIGHWAY 10 AT THE NORTH EDGE OF COMFORT, SET NEAR AN
 BN0501'ALUMINUM GATE AT A GRAVEL ROAD LEADING WEST, APPROXIMATELY 18.3 METERS
 BN0501'(60.0 FT) EAST OF THE EAST EDGE OF A CREEK, 22.7 METERS (74.5 FT) WEST
 BN0501'OF THE CENTERLINE OF THE HIGHWAY, 3.6 METERS (12.0 FT) NORTH OF THE
 BN0501'CENTER OF THE GATE, 17.6 METERS (58.0 FT) WEST SOUTHWEST OF THE SOUTH
 BN0501'END OF THE NORTHERN ONE OF TWO HIGHWAY GUARD RAILS, 23.4 METERS
 BN0501'(77.0 FT) NORTHWEST OF THE NORTH END OF THE SOUTHERN ONE OF TWO
 BN0501'HIGHWAY GUARD RAILS, 0.3 METER (1.0 FT) EAST OF THE FENCE LINE.
 BN0501'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 BN0501'THE MARK IS 1.8 M BELOW HIGHWAY 87.
 BN0501
 BN0501                          STATION RECOVERY (2004)
 BN0501
 BN0501'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0501'RECOVERED IN GOOD CONDITION.
 BN0501
 BN0501                          STATION RECOVERY (2005)
 BN0501
 BN0501'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0529 ***********************************************************************
 BN0529  DESIGNATION -  C 1467
 BN0529  PID         -  BN0529
 BN0529  STATE/COUNTY-  TX/GILLESPIE
 BN0529  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0529
 BN0529                         *CURRENT SURVEY CONTROL
 BN0529  ___________________________________________________________________
 BN0529* NAD 83(1986)-  30 22 05.     (N)    098 56 32.     (W)     SCALED    
 BN0529* NAVD 88     -       621.929  (meters)    2040.45   (feet)  ADJUSTED  
 BN0529  ___________________________________________________________________
 BN0529  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 BN0529  DYNAMIC HT  -         621.046 (meters)    2037.55  (feet)  COMP
 BN0529  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 BN0529
 BN0529  VERT ORDER  -  FIRST     CLASS II
 BN0529
 BN0529.The horizontal coordinates were scaled from a topographic map and have
 BN0529.an estimated accuracy of +/- 6 seconds.
 BN0529
 BN0529.The orthometric height was determined by differential leveling
 BN0529.and adjusted by the National Geodetic Survey in June 1991..
 BN0529
 BN0529.The geoid height was determined by GEOID03.
 BN0529
 BN0529.The dynamic height is computed by dividing the NAVD 88
 BN0529.geopotential number by the normal gravity value computed on the
 BN0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0529.degrees latitude (g = 980.6199 gals.).
 BN0529
 BN0529.The modeled gravity was interpolated from observed gravity values.
 BN0529
 BN0529;                    North         East    Units  Estimated Accuracy
 BN0529;SPC TX C     - 3,078,590.      833,710.      MT  (+/- 180 meters Scaled)
 BN0529
 BN0529                          SUPERSEDED SURVEY CONTROL
 BN0529
 BN0529.No superseded survey control is available for this station.
 BN0529
 BN0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU055595(NAD 83)
 BN0529_MARKER: I = METAL ROD
 BN0529_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0529_SP_SET: STAINLESS STEEL ROD
 BN0529_STAMPING: C 1467 1982
 BN0529_MARK LOGO: NGS   
 BN0529_PROJECTION: PROJECTING 4 CENTIMETERS
 BN0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0529+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0529_ROD/PIPE-DEPTH: 0.88 meters
 BN0529
 BN0529  HISTORY     - Date     Condition        Report By
 BN0529  HISTORY     - 1982     MONUMENTED       NGS
 BN0529  HISTORY     - 19930721 GOOD             USPSQD
 BN0529  HISTORY     - 19960309 GOOD             USPSQD
 BN0529  HISTORY     - 20051123 GOOD             USPSQD
 BN0529
 BN0529                          STATION DESCRIPTION
 BN0529
 BN0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0529'14.1 KM (8.75 MI) NW FROM FREDERICKSBURG.
 BN0529'14.1 KM (8.75 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0529'U.S. HIGHWAY 290 AND WASHINGTON STREET IN FREDERICKSBURG, AT A
 BN0529'TELEPHONE POLE WITH A GUY WIRE, 13.7 METERS (45.0 FT) NORTHEAST OF A
 BN0529'SMALL CREEK BED, 17.1 METERS (56.5 FT) SOUTHWEST OF THE CENTERLINE OF
 BN0529'HIGHWAY 87, 1.3 METERS (4.5 FT) SOUTHEAST OF A TELEPHONE POLE WITH A
 BN0529'GUY WIRE TO THE EAST NORTHEAST, 1.8 METERS (6.0 FT) SOUTH OF THE GUY
 BN0529'WIRE ANCHOR, 36.2 METERS (119.0 FT) NORTHWEST OF A T FENCE JUNCTION,
 BN0529'46.9 METERS (154.0 FT) SOUTHEAST OF THE CENTER OF THE SOUTHWEST END OF
 BN0529'A CONCRETE BOX CULVERT UNDER HIGHWAY 87, NOTE, ROD WAS DRIVEN TO
 BN0529'REFUSAL AND ANCHORED AT THIS DEPTH.
 BN0529'THE MARK IS 0.23 METERS  N FROM A WITNESS POST.
 BN0529'THE MARK IS 1.3 M BELOW HIGHWAY 87.
 BN0529
 BN0529                          STATION RECOVERY (1993)
 BN0529
 BN0529'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0529'RECOVERED IN GOOD CONDITION.
 BN0529
 BN0529                          STATION RECOVERY (1996)
 BN0529
 BN0529'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0529'RECOVERED IN GOOD CONDITION.
 BN0529
 BN0529                          STATION RECOVERY (2005)
 BN0529
 BN0529'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0529'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0435 ***********************************************************************
 DP0435  DESIGNATION -  C 1468
 DP0435  PID         -  DP0435
 DP0435  STATE/COUNTY-  TX/LUBBOCK
 DP0435  USGS QUAD   -  SLATON (1975)
 DP0435
 DP0435                         *CURRENT SURVEY CONTROL
 DP0435  ___________________________________________________________________
 DP0435* NAD 83(1986)-  33 25 12.     (N)    101 38 34.     (W)     SCALED    
 DP0435* NAVD 88     -       940.229  (meters)    3084.73   (feet)  ADJUSTED  
 DP0435  ___________________________________________________________________
 DP0435  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 DP0435  DYNAMIC HT  -         939.015 (meters)    3080.75  (feet)  COMP
 DP0435  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 DP0435
 DP0435  VERT ORDER  -  FIRST     CLASS II
 DP0435
 DP0435.The horizontal coordinates were scaled from a topographic map and have
 DP0435.an estimated accuracy of +/- 6 seconds.
 DP0435
 DP0435.The orthometric height was determined by differential leveling
 DP0435.and adjusted by the National Geodetic Survey in June 1991..
 DP0435
 DP0435.The geoid height was determined by GEOID03.
 DP0435
 DP0435.The dynamic height is computed by dividing the NAVD 88
 DP0435.geopotential number by the normal gravity value computed on the
 DP0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0435.degrees latitude (g = 980.6199 gals.).
 DP0435
 DP0435.The modeled gravity was interpolated from observed gravity values.
 DP0435
 DP0435;                    North         East    Units  Estimated Accuracy
 DP0435;SPC TXNC     - 2,198,800.      307,770.      MT  (+/- 180 meters Scaled)
 DP0435
 DP0435                          SUPERSEDED SURVEY CONTROL
 DP0435
 DP0435.No superseded survey control is available for this station.
 DP0435
 DP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC542009(NAD 83)
 DP0435_MARKER: DV = VERTICAL CONTROL DISK
 DP0435_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP0435_SP_SET: PIER
 DP0435_STAMPING: C 1468 1982
 DP0435_MARK LOGO: NGS   
 DP0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0435+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0435
 DP0435  HISTORY     - Date     Condition        Report By
 DP0435  HISTORY     - 1982     MONUMENTED       NGS
 DP0435  HISTORY     - 19890630 GOOD             NGS
 DP0435
 DP0435                          STATION DESCRIPTION
 DP0435
 DP0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0435'26.8 KM (16.65 MI) SE FROM LUBBOCK.
 DP0435'9.6 KM (5.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0435'RAILROAD STATION IN LUBBOCK, THENCE 17.2 KM (10.7 MI) SOUTHEASTERLY
 DP0435'ALONG U.S. HIGHWAY 84, SET VERTICALLY IN THE WEST FACE OF THE MOST
 DP0435'NORTHERLY 1 OF 6 PIERS OF THE FARM ROAD 400 OVERPASS AND 6.4 METERS
 DP0435'(21.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE ROAD.
 DP0435'THE MARK IS 1.2 M ABOVE THE ROAD.
 DP0435
 DP0435                          STATION RECOVERY (1989)
 DP0435
 DP0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0412 ***********************************************************************
 DP0412  DESIGNATION -  C 1469
 DP0412  PID         -  DP0412
 DP0412  STATE/COUNTY-  TX/LUBBOCK
 DP0412  USGS QUAD   -  SHALLOWATER (1975)
 DP0412
 DP0412                         *CURRENT SURVEY CONTROL
 DP0412  ___________________________________________________________________
 DP0412* NAD 83(1986)-  33 39 01.     (N)    101 56 51.     (W)     SCALED    
 DP0412* NAVD 88     -       990.934  (meters)    3251.09   (feet)  ADJUSTED  
 DP0412  ___________________________________________________________________
 DP0412  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 DP0412  DYNAMIC HT  -         989.646 (meters)    3246.86  (feet)  COMP
 DP0412  MODELED GRAV-     979,303.5   (mgal)                       NAVD 88
 DP0412
 DP0412  VERT ORDER  -  FIRST     CLASS II
 DP0412
 DP0412.The horizontal coordinates were scaled from a topographic map and have
 DP0412.an estimated accuracy of +/- 6 seconds.
 DP0412
 DP0412.The orthometric height was determined by differential leveling
 DP0412.and adjusted by the National Geodetic Survey in June 1991..
 DP0412
 DP0412.The geoid height was determined by GEOID03.
 DP0412
 DP0412.The dynamic height is computed by dividing the NAVD 88
 DP0412.geopotential number by the normal gravity value computed on the
 DP0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0412.degrees latitude (g = 980.6199 gals.).
 DP0412
 DP0412.The modeled gravity was interpolated from observed gravity values.
 DP0412
 DP0412;                    North         East    Units  Estimated Accuracy
 DP0412;SPC TXNC     - 2,225,210.      280,290.      MT  (+/- 180 meters Scaled)
 DP0412
 DP0412                          SUPERSEDED SURVEY CONTROL
 DP0412
 DP0412.No superseded survey control is available for this station.
 DP0412
 DP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC266272(NAD 83)
 DP0412_MARKER: I = METAL ROD
 DP0412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0412_SP_SET: STAINLESS STEEL ROD
 DP0412_STAMPING: C 1469 1982
 DP0412_MARK LOGO: NGS   
 DP0412_PROJECTION: FLUSH
 DP0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0412_ROD/PIPE-DEPTH: 3.4  meters
 DP0412
 DP0412  HISTORY     - Date     Condition        Report By
 DP0412  HISTORY     - 1982     MONUMENTED       NGS
 DP0412
 DP0412                          STATION DESCRIPTION
 DP0412
 DP0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0412'12.5 KM (7.75 MI) NW FROM LUBBOCK.
 DP0412'12.5 KM (7.75 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0412'RAILROAD STATION IN LUBBOCK, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 82,
 DP0412'35.0 METERS (114.8 FT) EAST OF RAILROAD SIGNAL NUMBER 822, 24.0 METERS
 DP0412'(78.7 FT) NORTH OF THE CENTERLINE OF FARM ROAD 2641, 14.3 METERS (46.9
 DP0412'FT) NORTHEAST OF THE NEAR RAIL AND 0.6 METER (2.0 FT) WEST OF A FENCE
 DP0412'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0412'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DP0412'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0144 ***********************************************************************
 CR0144  DESIGNATION -  C 147
 CR0144  PID         -  CR0144
 CR0144  STATE/COUNTY-  TX/RUSK
 CR0144  USGS QUAD   -  HENDERSON (1973)
 CR0144
 CR0144                         *CURRENT SURVEY CONTROL
 CR0144  ___________________________________________________________________
 CR0144* NAD 83(1986)-  32 07 45.     (N)    094 47 44.     (W)     SCALED    
 CR0144* NAVD 88     -       116.761  (meters)     383.07   (feet)  ADJUSTED  
 CR0144  ___________________________________________________________________
 CR0144  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CR0144  DYNAMIC HT  -         116.623 (meters)     382.62  (feet)  COMP
 CR0144  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 CR0144
 CR0144  VERT ORDER  -  SECOND    CLASS 0
 CR0144
 CR0144.The horizontal coordinates were scaled from a topographic map and have
 CR0144.an estimated accuracy of +/- 6 seconds.
 CR0144
 CR0144.The orthometric height was determined by differential leveling
 CR0144.and adjusted by the National Geodetic Survey in June 1991..
 CR0144
 CR0144.The geoid height was determined by GEOID03.
 CR0144
 CR0144.The dynamic height is computed by dividing the NAVD 88
 CR0144.geopotential number by the normal gravity value computed on the
 CR0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0144.degrees latitude (g = 980.6199 gals.).
 CR0144
 CR0144.The modeled gravity was interpolated from observed gravity values.
 CR0144
 CR0144;                    North         East    Units  Estimated Accuracy
 CR0144;SPC TXNC     - 2,057,450.      949,480.      MT  (+/- 180 meters Scaled)
 CR0144
 CR0144                          SUPERSEDED SURVEY CONTROL
 CR0144
 CR0144  NGVD 29 (??/??/92)  116.778  (m)          383.13   (f) ADJ UNCH    2 0
 CR0144
 CR0144.Superseded values are not recommended for survey control.
 CR0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0144.See file dsdata.txt to determine how the superseded data were derived.
 CR0144
 CR0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR306561(NAD 83)
 CR0144_MARKER: DB = BENCH MARK DISK
 CR0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0144_SP_SET: BALUSTRADE
 CR0144_STAMPING: C 147 1938
 CR0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0144
 CR0144  HISTORY     - Date     Condition        Report By
 CR0144  HISTORY     - 1938     MONUMENTED       CGS
 CR0144  HISTORY     - 1972     GOOD             USGS
 CR0144
 CR0144                          STATION DESCRIPTION
 CR0144
 CR0144'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CR0144'1.8 MI S FROM HENDERSON.
 CR0144'1.8 MILES SOUTH ALONG OLD STATE HIGHWAY 26 FROM THE COUNTY COURTHOUSE
 CR0144'AT HENDERSON, RUSK COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE
 CR0144'SOUTHEAST END OF THE SOUTHWEST CONCRETE BALUSTRADE, 15 FEET SOUTHWEST
 CR0144'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 CR0144'HIGHWAY.  A STANDARD DISK, STAMPED C 147 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0523 ***********************************************************************
 EO0523  DESIGNATION -  C 1470
 EO0523  PID         -  EO0523
 EO0523  STATE/COUNTY-  TX/PARMER
 EO0523  USGS QUAD   -  LARIAT (1980)
 EO0523
 EO0523                         *CURRENT SURVEY CONTROL
 EO0523  ___________________________________________________________________
 EO0523* NAD 83(1986)-  34 20 41.     (N)    102 56 19.     (W)     SCALED    
 EO0523* NAVD 88     -      1232.337  (meters)    4043.09   (feet)  ADJUSTED  
 EO0523  ___________________________________________________________________
 EO0523  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 EO0523  DYNAMIC HT  -        1230.729 (meters)    4037.82  (feet)  COMP
 EO0523  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 EO0523
 EO0523  VERT ORDER  -  FIRST     CLASS II
 EO0523
 EO0523.The horizontal coordinates were scaled from a topographic map and have
 EO0523.an estimated accuracy of +/- 6 seconds.
 EO0523
 EO0523.The orthometric height was determined by differential leveling
 EO0523.and adjusted by the National Geodetic Survey in June 1991..
 EO0523
 EO0523.The geoid height was determined by GEOID03.
 EO0523
 EO0523.The dynamic height is computed by dividing the NAVD 88
 EO0523.geopotential number by the normal gravity value computed on the
 EO0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0523.degrees latitude (g = 980.6199 gals.).
 EO0523
 EO0523.The modeled gravity was interpolated from observed gravity values.
 EO0523
 EO0523;                    North         East    Units  Estimated Accuracy
 EO0523;SPC TX N     - 1,039,210.       67,630.      MT  (+/- 180 meters Scaled)
 EO0523
 EO0523                          SUPERSEDED SURVEY CONTROL
 EO0523
 EO0523.No superseded survey control is available for this station.
 EO0523
 EO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU896023(NAD 83)
 EO0523_MARKER: I = METAL ROD
 EO0523_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0523_SP_SET: STAINLESS STEEL ROD
 EO0523_STAMPING: C 1470 1982
 EO0523_MARK LOGO: NGS   
 EO0523_PROJECTION: FLUSH
 EO0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0523_ROD/PIPE-DEPTH: 7.9  meters
 EO0523
 EO0523  HISTORY     - Date     Condition        Report By
 EO0523  HISTORY     - 1982     MONUMENTED       NGS
 EO0523
 EO0523                          STATION DESCRIPTION
 EO0523
 EO0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0523'23.9 KM (14.85 MI) NW FROM MULESHOE.
 EO0523'23.9 KM (14.85 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM
 EO0523'THEIR JUNCTION IN MULESHOE, OR 25.4 KM (15.8 MI) SOUTHEASTERLY ALONG
 EO0523'U.S. HIGHWAY 70 AND 84 FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN
 EO0523'CLOVIS, NEW MEXICO, IN THE SOUTHEAST ANGLE OF A CROSSROADS, 20.7
 EO0523'METERS (67.9 FT) EAST OF THE CENTER OF A ROAD LEADING SOUTH, 16.6
 EO0523'METERS (54.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND
 EO0523'LANES OF THE HIGHWAY AND 1.6 METERS (5.2 FT) NORTHWEST OF UTILITY POLE
 EO0523'NUMBER 1.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EO0523'CAP.
 EO0523'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 EO0523'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0650 ***********************************************************************
 DQ0650  DESIGNATION -  C 1471
 DQ0650  PID         -  DQ0650
 DQ0650  STATE/COUNTY-  TX/LAMB
 DQ0650  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0650
 DQ0650                         *CURRENT SURVEY CONTROL
 DQ0650  ___________________________________________________________________
 DQ0650* NAD 83(1986)-  33 56 11.     (N)    102 21 34.     (W)     SCALED    
 DQ0650* NAVD 88     -      1094.014  (meters)    3589.28   (feet)  ADJUSTED  
 DQ0650  ___________________________________________________________________
 DQ0650  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 DQ0650  DYNAMIC HT  -        1092.595 (meters)    3584.62  (feet)  COMP
 DQ0650  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 DQ0650
 DQ0650  VERT ORDER  -  FIRST     CLASS II
 DQ0650
 DQ0650.The horizontal coordinates were scaled from a topographic map and have
 DQ0650.an estimated accuracy of +/- 6 seconds.
 DQ0650
 DQ0650.The orthometric height was determined by differential leveling
 DQ0650.and adjusted by the National Geodetic Survey in June 1991..
 DQ0650
 DQ0650.The geoid height was determined by GEOID03.
 DQ0650
 DQ0650.The dynamic height is computed by dividing the NAVD 88
 DQ0650.geopotential number by the normal gravity value computed on the
 DQ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0650.degrees latitude (g = 980.6199 gals.).
 DQ0650
 DQ0650.The modeled gravity was interpolated from observed gravity values.
 DQ0650
 DQ0650;                    North         East    Units  Estimated Accuracy
 DQ0650;SPC TXNC     - 2,258,260.      243,260.      MT  (+/- 180 meters Scaled)
 DQ0650
 DQ0650                          SUPERSEDED SURVEY CONTROL
 DQ0650
 DQ0650.No superseded survey control is available for this station.
 DQ0650
 DQ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT440582(NAD 83)
 DQ0650_MARKER: I = METAL ROD
 DQ0650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0650_SP_SET: STAINLESS STEEL ROD
 DQ0650_STAMPING: C 1471 1982
 DQ0650_MARK LOGO: NGS   
 DQ0650_PROJECTION: FLUSH
 DQ0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0650_ROD/PIPE-DEPTH: 6.1  meters
 DQ0650
 DQ0650  HISTORY     - Date     Condition        Report By
 DQ0650  HISTORY     - 1982     MONUMENTED       NGS
 DQ0650
 DQ0650                          STATION DESCRIPTION
 DQ0650
 DQ0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0650'5.2 KM (3.25 MI) NW FROM LITTLEFIELD.
 DQ0650'5.2 KM (3.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0650'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 16.2 METERS (53.1 FT)
 DQ0650'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 DQ0650'HIGHWAY AND 0.9 METER (3.0 FT) EAST OF THE WEST LEG OF A HIGHWAY
 DQ0650'INFORMATION SIGN (FM 54 LITTLEFIELD EXIT 1 MILE).  NOTE=ACCESS TO THE
 DQ0650'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DQ0650'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DQ0650'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4839 ***********************************************************************
 AW4839  DESIGNATION -  C 1472
 AW4839  PID         -  AW4839
 AW4839  STATE/COUNTY-  TX/HARRIS
 AW4839  USGS QUAD   -  ADDICKS (1995)
 AW4839
 AW4839                         *CURRENT SURVEY CONTROL
 AW4839  ___________________________________________________________________
 AW4839* NAD 83(1986)-  29 45 23.     (N)    095 38 43.     (W)     SCALED    
 AW4839* NAVD 88     -        27.073  (meters)      88.82   (feet)  ADJUSTED  
 AW4839  ___________________________________________________________________
 AW4839  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW4839  DYNAMIC HT  -          27.036 (meters)      88.70  (feet)  COMP
 AW4839  MODELED GRAV-     979,277.3   (mgal)                       NAVD 88
 AW4839
 AW4839  VERT ORDER  -  FIRST     CLASS II
 AW4839
 AW4839.The horizontal coordinates were scaled from a topographic map and have
 AW4839.an estimated accuracy of +/- 6 seconds.
 AW4839
 AW4839.The orthometric height was determined by differential leveling
 AW4839.and adjusted by the National Geodetic Survey in June 1991..
 AW4839
 AW4839.The geoid height was determined by GEOID03.
 AW4839
 AW4839.The dynamic height is computed by dividing the NAVD 88
 AW4839.geopotential number by the normal gravity value computed on the
 AW4839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4839.degrees latitude (g = 980.6199 gals.).
 AW4839
 AW4839.The modeled gravity was interpolated from observed gravity values.
 AW4839
 AW4839;                    North         East    Units  Estimated Accuracy
 AW4839;SPC TXSC     - 4,217,780.      924,390.      MT  (+/- 180 meters Scaled)
 AW4839
 AW4839                          SUPERSEDED SURVEY CONTROL
 AW4839
 AW4839  NGVD 29 (12/23/87)   27.067  (m)           88.80   (f) ADJUSTED    1 2
 AW4839
 AW4839.Superseded values are not recommended for survey control.
 AW4839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4839.See file dsdata.txt to determine how the superseded data were derived.
 AW4839
 AW4839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN442947(NAD 83)
 AW4839_MARKER: I = METAL ROD
 AW4839_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4839_SP_SET: STAINLESS STEEL ROD
 AW4839_STAMPING: C 1472 1983
 AW4839_MARK LOGO: NGS   
 AW4839_PROJECTION: FLUSH
 AW4839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4839+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 AW4839_ROD/PIPE-DEPTH: 10.9 meters
 AW4839
 AW4839  HISTORY     - Date     Condition        Report By
 AW4839  HISTORY     - 1983     MONUMENTED       NGS
 AW4839  HISTORY     - 1986     GOOD             NGS
 AW4839  HISTORY     - 19950905 GOOD             USPSQD
 AW4839  HISTORY     - 20040713 GOOD             USPSQD
 AW4839
 AW4839                          STATION DESCRIPTION
 AW4839
 AW4839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4839'3.1 KM (1.95 MI) SOUTH FROM ADDICKS.
 AW4839'3.1 KM (1.95 MI) SOUTH ALONG STATE HIGHWAY 6 FROM THE INTERSTATE
 AW4839'HIGHWAY 10 OVERPASS IN ADDICKS, AT THE BRIAR FOREST ROAD LEADING EAST,
 AW4839'24.08 METERS (79.0 FT) WEST OF THE CENTER OF THE HIGHWAY, 43.89 METERS
 AW4839'(144.0 FT) NORTH OF THE EXTENDED CENTERLINE OF BRIAR FOREST ROAD EAST,
 AW4839'12.19 METERS (40.0 FT) SOUTH OF THE CENTER OF A MARKED PIPE GAS
 AW4839'PIPELINE, 1.98 METERS (6.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 AW4839'OF TELEPHONE JUNCTION BOX NUMBER 1600, 3.35 METERS (11.0 FT)
 AW4839'WEST-NORTHWEST OF THE SOUTH END OF A PIPE CULVERT, AND 0.30 METERS
 AW4839'(1.0 FT) EAST OF A BARBED WIRE FENCE.  NOTE, ROD ANCHORED AT THIS
 AW4839'DEPTH.
 AW4839'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 AW4839'THE MARK IS 0.6 M BELOW HIGHWAY.
 AW4839
 AW4839                          STATION RECOVERY (1986)
 AW4839
 AW4839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4839'RECOVERED IN GOOD CONDITION.
 AW4839
 AW4839                          STATION RECOVERY (1995)
 AW4839
 AW4839'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4839'RECOVERED IN GOOD CONDITION.
 AW4839
 AW4839                          STATION RECOVERY (2004)
 AW4839
 AW4839'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4839'NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0911 ***********************************************************************
 CA0911  DESIGNATION -  C 1473
 CA0911  PID         -  CA0911
 CA0911  STATE/COUNTY-  TX/BROWN
 CA0911  USGS QUAD   -  BROWNWOOD (1996)
 CA0911
 CA0911                         *CURRENT SURVEY CONTROL
 CA0911  ___________________________________________________________________
 CA0911* NAD 83(1986)-  31 44 03.     (N)    098 55 39.     (W)     SCALED    
 CA0911* NAVD 88     -       416.868  (meters)    1367.67   (feet)  ADJUSTED  
 CA0911  ___________________________________________________________________
 CA0911  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CA0911  DYNAMIC HT  -         416.326 (meters)    1365.90  (feet)  COMP
 CA0911  MODELED GRAV-     979,325.6   (mgal)                       NAVD 88
 CA0911
 CA0911  VERT ORDER  -  FIRST     CLASS II
 CA0911
 CA0911.The horizontal coordinates were scaled from a topographic map and have
 CA0911.an estimated accuracy of +/- 6 seconds.
 CA0911
 CA0911.The orthometric height was determined by differential leveling
 CA0911.and adjusted by the National Geodetic Survey in June 1991..
 CA0911
 CA0911.The geoid height was determined by GEOID03.
 CA0911
 CA0911.The dynamic height is computed by dividing the NAVD 88
 CA0911.geopotential number by the normal gravity value computed on the
 CA0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0911.degrees latitude (g = 980.6199 gals.).
 CA0911
 CA0911.The modeled gravity was interpolated from observed gravity values.
 CA0911
 CA0911;                    North         East    Units  Estimated Accuracy
 CA0911;SPC TX C     - 3,230,040.      833,220.      MT  (+/- 180 meters Scaled)
 CA0911
 CA0911                          SUPERSEDED SURVEY CONTROL
 CA0911
 CA0911.No superseded survey control is available for this station.
 CA0911
 CA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA068109(NAD 83)
 CA0911_MARKER: I = METAL ROD
 CA0911_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0911_SP_SET: STAINLESS STEEL ROD
 CA0911_STAMPING: C 1473 1983
 CA0911_MARK LOGO: NGS   
 CA0911_PROJECTION: FLUSH
 CA0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0911+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 CA0911_ROD/PIPE-DEPTH: 6.1  meters
 CA0911
 CA0911  HISTORY     - Date     Condition        Report By
 CA0911  HISTORY     - 1983     MONUMENTED       NGS
 CA0911  HISTORY     - 20020730 GOOD             USPSQD
 CA0911
 CA0911                          STATION DESCRIPTION
 CA0911
 CA0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0911'1.9 KM (1.2 MI) SE FROM EARLY.
 CA0911'1.9 KM (1.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS JUNCTION
 CA0911'WITH U.S. HIGHWAYS 67 AND 377 IN EARLY, 0.8 KM (0.5 MI) NORTHWEST OF
 CA0911'THE JUNCTION OF FARM ROAD 2126, 41.3 METERS (135.5 FT) NORTHWEST OF A
 CA0911'FENCE CORNER, 11.2 METERS (36.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 CA0911'NORTHWEST BOUND LANES OF THE HIGHWAY AND 1.0 METERS (3.3 FT) NORTHWEST
 CA0911'OF UTILITY POLE NUMBER 2437-754-2062.  NOTE, ACCESS TO THE DATUM POINT
 CA0911'IS THROUGH A 5-INCH  LOGO CAP.
 CA0911'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0911'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0911
 CA0911                          STATION RECOVERY (2002)
 CA0911
 CA0911'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0937 ***********************************************************************
 CA0937  DESIGNATION -  C 1474
 CA0937  PID         -  CA0937
 CA0937  STATE/COUNTY-  TX/MILLS
 CA0937  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0937
 CA0937                         *CURRENT SURVEY CONTROL
 CA0937  ___________________________________________________________________
 CA0937* NAD 83(1986)-  31 29 08.     (N)    098 34 19.     (W)     SCALED    
 CA0937* NAVD 88     -       480.344  (meters)    1575.93   (feet)  ADJUSTED  
 CA0937  ___________________________________________________________________
 CA0937  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CA0937  DYNAMIC HT  -         479.705 (meters)    1573.83  (feet)  COMP
 CA0937  MODELED GRAV-     979,296.3   (mgal)                       NAVD 88
 CA0937
 CA0937  VERT ORDER  -  FIRST     CLASS II
 CA0937
 CA0937.The horizontal coordinates were scaled from a topographic map and have
 CA0937.an estimated accuracy of +/- 6 seconds.
 CA0937
 CA0937.The orthometric height was determined by differential leveling
 CA0937.and adjusted by the National Geodetic Survey in June 1991..
 CA0937
 CA0937.The geoid height was determined by GEOID03.
 CA0937
 CA0937.The dynamic height is computed by dividing the NAVD 88
 CA0937.geopotential number by the normal gravity value computed on the
 CA0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0937.degrees latitude (g = 980.6199 gals.).
 CA0937
 CA0937.The modeled gravity was interpolated from observed gravity values.
 CA0937
 CA0937;                    North         East    Units  Estimated Accuracy
 CA0937;SPC TX C     - 3,202,960.      867,340.      MT  (+/- 180 meters Scaled)
 CA0937
 CA0937                          SUPERSEDED SURVEY CONTROL
 CA0937
 CA0937.No superseded survey control is available for this station.
 CA0937
 CA0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV406834(NAD 83)
 CA0937_MARKER: I = METAL ROD
 CA0937_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0937+WITH SETTING: INFORMATION.
 CA0937_SP_SET: SHALLOW SET METAL ROD
 CA0937_STAMPING: C 1474 1983
 CA0937_MARK LOGO: NGS   
 CA0937_PROJECTION: FLUSH
 CA0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0937+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 CA0937_ROD/PIPE-DEPTH: 1.2  meters
 CA0937
 CA0937  HISTORY     - Date     Condition        Report By
 CA0937  HISTORY     - 1983     MONUMENTED       NGS
 CA0937  HISTORY     - 20050305 GOOD             USPSQD
 CA0937
 CA0937                          STATION DESCRIPTION
 CA0937
 CA0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0937'4.4 KM (2.75 MI) NW FROM GOLDTHWAITE.
 CA0937'4.4 KM (2.75 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 183 FROM THE
 CA0937'COURTHOUSE IN GOLDTHWAITE, 22.99 METERS (75.1 FT) NORTHWEST OF THE
 CA0937'CENTERLINE OF STATE HIGHWAY 16, 22.3 METERS (73.2 FT) EAST OF THE
 CA0937'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 0.7 METER
 CA0937'(2.3 FT) EAST OF A UTILITY POLE.  NOTE, REFUSAL WAS REACHED AT 4.0 FT.
 CA0937'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0937'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CA0937'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0937
 CA0937                          STATION RECOVERY (2005)
 CA0937
 CA0937'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 CA0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0962 ***********************************************************************
 CA0962  DESIGNATION -  C 1475
 CA0962  PID         -  CA0962
 CA0962  STATE/COUNTY-  TX/LAMPASAS
 CA0962  USGS QUAD   -  KEMPNER (1954)
 CA0962
 CA0962                         *CURRENT SURVEY CONTROL
 CA0962  ___________________________________________________________________
 CA0962* NAD 83(1986)-  31 03 19.     (N)    098 04 32.     (W)     SCALED    
 CA0962* NAVD 88     -       311.845  (meters)    1023.11   (feet)  ADJUSTED  
 CA0962  ___________________________________________________________________
 CA0962  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CA0962  DYNAMIC HT  -         311.429 (meters)    1021.75  (feet)  COMP
 CA0962  MODELED GRAV-     979,300.2   (mgal)                       NAVD 88
 CA0962
 CA0962  VERT ORDER  -  FIRST     CLASS II
 CA0962
 CA0962.The horizontal coordinates were scaled from a topographic map and have
 CA0962.an estimated accuracy of +/- 6 seconds.
 CA0962
 CA0962.The orthometric height was determined by differential leveling
 CA0962.and adjusted by the National Geodetic Survey in June 1991..
 CA0962
 CA0962.The geoid height was determined by GEOID03.
 CA0962
 CA0962.The dynamic height is computed by dividing the NAVD 88
 CA0962.geopotential number by the normal gravity value computed on the
 CA0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0962.degrees latitude (g = 980.6199 gals.).
 CA0962
 CA0962.The modeled gravity was interpolated from observed gravity values.
 CA0962
 CA0962;                    North         East    Units  Estimated Accuracy
 CA0962;SPC TX C     - 3,156,120.      915,460.      MT  (+/- 180 meters Scaled)
 CA0962
 CA0962                          SUPERSEDED SURVEY CONTROL
 CA0962
 CA0962.No superseded survey control is available for this station.
 CA0962
 CA0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV882360(NAD 83)
 CA0962_MARKER: I = METAL ROD
 CA0962_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0962+WITH SETTING: INFORMATION.
 CA0962_SP_SET: SHALLOW SET METAL ROD
 CA0962_STAMPING: C 1475 1983
 CA0962_MARK LOGO: NGS   
 CA0962_PROJECTION: FLUSH
 CA0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0962_ROD/PIPE-DEPTH: 0.9  meters
 CA0962
 CA0962  HISTORY     - Date     Condition        Report By
 CA0962  HISTORY     - 1983     MONUMENTED       NGS
 CA0962  HISTORY     - 20020420 GOOD             USPSQD
 CA0962
 CA0962                          STATION DESCRIPTION
 CA0962
 CA0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0962'12.0 KM (7.45 MI) EAST FROM LAMPASAS.
 CA0962'0.4 KM (0.25 MI) WEST ALONG EAST SECOND STREET FROM THE SANTA FE
 CA0962'RAILROAD STATION IN LAMPASAS, THENCE 11.6 KM (7.2 MI) EASTERLY ALONG
 CA0962'U.S. HIGHWAY 190, 36.3 METERS (119.1 FT) NORTH OF THE CENTERLINE OF
 CA0962'THE HIGHWAY, 18.3 METERS (60.0 FT) EAST OF THE CENTER OF A PRIVATE
 CA0962'DRIVEWAY AND 1.3 METERS (4.3 FT) SOUTH OF A UTILITY POLE.  NOTE,
 CA0962'REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 CA0962'5-INCH LOGO CAP.
 CA0962'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CA0962'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 CA0962
 CA0962                          STATION RECOVERY (2002)
 CA0962
 CA0962'RECOVERY NOTE BY US POWER SQUADRON 2002 (CG)
 CA0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1237 ***********************************************************************
 BZ1237  DESIGNATION -  C 1476
 BZ1237  PID         -  BZ1237
 BZ1237  STATE/COUNTY-  TX/BELL
 BZ1237  USGS QUAD   -  TEMPLE (1993)
 BZ1237
 BZ1237                         *CURRENT SURVEY CONTROL
 BZ1237  ___________________________________________________________________
 BZ1237* NAD 83(1986)-  31 05 51.     (N)    097 21 55.     (W)     SCALED    
 BZ1237* NAVD 88     -       213.528  (meters)     700.55   (feet)  ADJUSTED  
 BZ1237  ___________________________________________________________________
 BZ1237  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BZ1237  DYNAMIC HT  -         213.247 (meters)     699.63  (feet)  COMP
 BZ1237  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 BZ1237
 BZ1237  VERT ORDER  -  FIRST     CLASS II
 BZ1237
 BZ1237.The horizontal coordinates were scaled from a topographic map and have
 BZ1237.an estimated accuracy of +/- 6 seconds.
 BZ1237
 BZ1237.The orthometric height was determined by differential leveling
 BZ1237.and adjusted by the National Geodetic Survey in June 1991..
 BZ1237
 BZ1237.The geoid height was determined by GEOID03.
 BZ1237
 BZ1237.The dynamic height is computed by dividing the NAVD 88
 BZ1237.geopotential number by the normal gravity value computed on the
 BZ1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1237.degrees latitude (g = 980.6199 gals.).
 BZ1237
 BZ1237.The modeled gravity was interpolated from observed gravity values.
 BZ1237
 BZ1237;                    North         East    Units  Estimated Accuracy
 BZ1237;SPC TX C     - 3,162,390.      983,110.      MT  (+/- 180 meters Scaled)
 BZ1237
 BZ1237                          SUPERSEDED SURVEY CONTROL
 BZ1237
 BZ1237.No superseded survey control is available for this station.
 BZ1237
 BZ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV559415(NAD 83)
 BZ1237_MARKER: DB = BENCH MARK DISK
 BZ1237_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1237_SP_SET: PIER
 BZ1237_STAMPING: C 1476 1983
 BZ1237_MARK LOGO: NGS   
 BZ1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1237+STABILITY: POSITION/ELEVATION WELL
 BZ1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1237+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1237
 BZ1237  HISTORY     - Date     Condition        Report By
 BZ1237  HISTORY     - 1983     MONUMENTED       NGS
 BZ1237  HISTORY     - 19910403 GOOD             USPSQD
 BZ1237  HISTORY     - 20010317 GOOD             USPSQD
 BZ1237  HISTORY     - 20031011 GOOD             USPSQD
 BZ1237
 BZ1237                          STATION DESCRIPTION
 BZ1237
 BZ1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1237'IN TEMPLE.
 BZ1237'IN TEMPLE, AT THE INTERSECTION OF INTERSTATE HIGHWAY 35 AND THE SANTA
 BZ1237'FE RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE MOST WESTERLY 1
 BZ1237'OF 10 PIERS OF THE HIGHWAY OVERPASS OF THE RAILROAD, 22.3 METERS (73.2
 BZ1237'FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 8.4 METERS (27.6 FT) SOUTH
 BZ1237'OF THE NEAR RAIL AND 5.5 METERS (18.0 FT) NORTH OF THE CENTER OF A
 BZ1237'PAVED ROAD.
 BZ1237'THE MARK IS 1.3 M ABOVE THE GROUND.
 BZ1237
 BZ1237                          STATION RECOVERY (1991)
 BZ1237
 BZ1237'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1237'RECOVERED IN GOOD CONDITION.
 BZ1237
 BZ1237                          STATION RECOVERY (2001)
 BZ1237
 BZ1237'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ1237'RECOVERED IN GOOD CONDITION.
 BZ1237
 BZ1237                          STATION RECOVERY (2003)
 BZ1237
 BZ1237'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2477 ***********************************************************************
 CS2477  DESIGNATION -  C 1477
 CS2477  PID         -  CS2477
 CS2477  STATE/COUNTY-  TX/JOHNSON
 CS2477  USGS QUAD   -  BURLESON (1981)
 CS2477
 CS2477                         *CURRENT SURVEY CONTROL
 CS2477  ___________________________________________________________________
 CS2477* NAD 83(1986)-  32 31 33.     (N)    097 18 34.     (W)     SCALED    
 CS2477* NAVD 88     -       230.730  (meters)     756.99   (feet)  ADJUSTED  
 CS2477  ___________________________________________________________________
 CS2477  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS2477  DYNAMIC HT  -         230.453 (meters)     756.08  (feet)  COMP
 CS2477  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 CS2477
 CS2477  VERT ORDER  -  FIRST     CLASS II
 CS2477
 CS2477.The horizontal coordinates were scaled from a topographic map and have
 CS2477.an estimated accuracy of +/- 6 seconds.
 CS2477
 CS2477.The orthometric height was determined by differential leveling
 CS2477.and adjusted by the National Geodetic Survey in June 1991..
 CS2477
 CS2477.The geoid height was determined by GEOID03.
 CS2477
 CS2477.The dynamic height is computed by dividing the NAVD 88
 CS2477.geopotential number by the normal gravity value computed on the
 CS2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2477.degrees latitude (g = 980.6199 gals.).
 CS2477
 CS2477.The modeled gravity was interpolated from observed gravity values.
 CS2477
 CS2477;                    North         East    Units  Estimated Accuracy
 CS2477;SPC TXNC     - 2,095,910.      711,840.      MT  (+/- 180 meters Scaled)
 CS2477
 CS2477                          SUPERSEDED SURVEY CONTROL
 CS2477
 CS2477.No superseded survey control is available for this station.
 CS2477
 CS2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA587999(NAD 83)
 CS2477_MARKER: I = METAL ROD
 CS2477_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2477+WITH SETTING: INFORMATION.
 CS2477_SP_SET: SHALLOW SET METAL ROD
 CS2477_STAMPING: C 1477 1983
 CS2477_MARK LOGO: NGS   
 CS2477_PROJECTION: FLUSH
 CS2477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2477_ROD/PIPE-DEPTH: 2.1  meters
 CS2477
 CS2477  HISTORY     - Date     Condition        Report By
 CS2477  HISTORY     - 1983     MONUMENTED       NGS
 CS2477  HISTORY     - 1990     GOOD             USPSQD
 CS2477  HISTORY     - 19910413 GOOD             USPSQD
 CS2477  HISTORY     - 19940328 GOOD             USPSQD
 CS2477  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2477
 CS2477                          STATION DESCRIPTION
 CS2477
 CS2477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2477'15.7 KM (9.75 MI) SOUTH FROM FORT WORTH.
 CS2477'15.7 KM (9.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS2477'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, 0.7 KM (0.45 MI) SOUTH OF
 CS2477'MILEPOST 36, 41.8 METERS (137.1 FT) WEST OF THE CENTERLINE OF THE
 CS2477'SOUTH BOUND LANES OF THE HIGHWAY AND 12.0 METERS (39.4 FT) WEST OF THE
 CS2477'CENTERLINE OF A FRONTAGE ROAD.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.
 CS2477'ACCESS TO THE LOGO CAP IS THROUGH A 5-INCH LOGO CAP.
 CS2477'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CS2477'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CS2477
 CS2477                          STATION RECOVERY (1990)
 CS2477
 CS2477'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS2477'RECOVERED IN GOOD CONDITION.
 CS2477
 CS2477                          STATION RECOVERY (1991)
 CS2477
 CS2477'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2477'RECOVERED IN GOOD CONDITION.
 CS2477
 CS2477                          STATION RECOVERY (1994)
 CS2477
 CS2477'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2477'RECOVERED IN GOOD CONDITION.
 CS2477
 CS2477                          STATION RECOVERY (2004)
 CS2477
 CS2477'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS2477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2447 ***********************************************************************
 CS2447  DESIGNATION -  C 1478
 CS2447  PID         -  CS2447
 CS2447  STATE/COUNTY-  TX/PARKER
 CS2447  USGS QUAD   -  BROCK (1976)
 CS2447
 CS2447                         *CURRENT SURVEY CONTROL
 CS2447  ___________________________________________________________________
 CS2447* NAD 83(1986)-  32 43 10.     (N)    097 54 00.     (W)     SCALED    
 CS2447* NAVD 88     -       287.101  (meters)     941.93   (feet)  ADJUSTED  
 CS2447  ___________________________________________________________________
 CS2447  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CS2447  DYNAMIC HT  -         286.748 (meters)     940.77  (feet)  COMP
 CS2447  MODELED GRAV-     979,401.8   (mgal)                       NAVD 88
 CS2447
 CS2447  VERT ORDER  -  FIRST     CLASS II
 CS2447
 CS2447.The horizontal coordinates were scaled from a topographic map and have
 CS2447.an estimated accuracy of +/- 6 seconds.
 CS2447
 CS2447.The orthometric height was determined by differential leveling
 CS2447.and adjusted by the National Geodetic Survey in June 1991..
 CS2447
 CS2447.The geoid height was determined by GEOID03.
 CS2447
 CS2447.The dynamic height is computed by dividing the NAVD 88
 CS2447.geopotential number by the normal gravity value computed on the
 CS2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2447.degrees latitude (g = 980.6199 gals.).
 CS2447
 CS2447.The modeled gravity was interpolated from observed gravity values.
 CS2447
 CS2447;                    North         East    Units  Estimated Accuracy
 CS2447;SPC TXNC     - 2,116,900.      656,240.      MT  (+/- 180 meters Scaled)
 CS2447
 CS2447                          SUPERSEDED SURVEY CONTROL
 CS2447
 CS2447.No superseded survey control is available for this station.
 CS2447
 CS2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB030207(NAD 83)
 CS2447_MARKER: I = METAL ROD
 CS2447_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2447+WITH SETTING: INFORMATION.
 CS2447_SP_SET: SHALLOW SET METAL ROD
 CS2447_STAMPING: C 1478 1983
 CS2447_MARK LOGO: NGS   
 CS2447_PROJECTION: FLUSH
 CS2447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2447_ROD/PIPE-DEPTH: 1.5  meters
 CS2447
 CS2447  HISTORY     - Date     Condition        Report By
 CS2447  HISTORY     - 1983     MONUMENTED       NGS
 CS2447  HISTORY     - 19910527 GOOD             USPSQD
 CS2447  HISTORY     - 19950820 GOOD             USPSQD
 CS2447  HISTORY     - 19970524 GOOD             USPSQD
 CS2447  HISTORY     - 20020316 GOOD             USPSQD
 CS2447  HISTORY     - 20040327 GOOD             USPSQD
 CS2447
 CS2447                          STATION DESCRIPTION
 CS2447
 CS2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2447'10.6 KM (6.6 MI) WEST FROM WEATHERFORD.
 CS2447'10.6 KM (6.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2447'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 0.6 KM (0.35 MI) WEST
 CS2447'OF MILEPOST 402 AND PATRICK CREEK, 53.9 METERS (176.8 FT) SOUTH OF THE
 CS2447'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 14.7 METERS (48.2
 CS2447'FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD AND 1.7 METERS (5.6 FT)
 CS2447'EAST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS
 CS2447'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2447'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CS2447'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CS2447
 CS2447                          STATION RECOVERY (1991)
 CS2447
 CS2447'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2447'RECOVERED IN GOOD CONDITION.
 CS2447
 CS2447                          STATION RECOVERY (1995)
 CS2447
 CS2447'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2447'RECOVERED IN GOOD CONDITION.
 CS2447
 CS2447                          STATION RECOVERY (1997)
 CS2447
 CS2447'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2447'RECOVERED IN GOOD CONDITION.
 CS2447
 CS2447                          STATION RECOVERY (2002)
 CS2447
 CS2447'RECOVERY NOTE BY US POWER SQUADRON 2002 (WS)
 CS2447'RECOVERED IN GOOD CONDITION.
 CS2447
 CS2447                          STATION RECOVERY (2004)
 CS2447
 CS2447'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0909 ***********************************************************************
 CT0909  DESIGNATION -  C 1479
 CT0909  PID         -  CT0909
 CT0909  STATE/COUNTY-  TX/PALO PINTO
 CT0909  USGS QUAD   -  SANTO (1984)
 CT0909
 CT0909                         *CURRENT SURVEY CONTROL
 CT0909  ___________________________________________________________________
 CT0909* NAD 83(1986)-  32 33 43.     (N)    098 14 30.     (W)     SCALED    
 CT0909* NAVD 88     -       270.481  (meters)     887.40   (feet)  ADJUSTED  
 CT0909  ___________________________________________________________________
 CT0909  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CT0909  DYNAMIC HT  -         270.147 (meters)     886.31  (feet)  COMP
 CT0909  MODELED GRAV-     979,397.1   (mgal)                       NAVD 88
 CT0909
 CT0909  VERT ORDER  -  FIRST     CLASS II
 CT0909
 CT0909.The horizontal coordinates were scaled from a topographic map and have
 CT0909.an estimated accuracy of +/- 6 seconds.
 CT0909
 CT0909.The orthometric height was determined by differential leveling
 CT0909.and adjusted by the National Geodetic Survey in June 1991..
 CT0909
 CT0909.The geoid height was determined by GEOID03.
 CT0909
 CT0909.The dynamic height is computed by dividing the NAVD 88
 CT0909.geopotential number by the normal gravity value computed on the
 CT0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0909.degrees latitude (g = 980.6199 gals.).
 CT0909
 CT0909.The modeled gravity was interpolated from observed gravity values.
 CT0909
 CT0909;                    North         East    Units  Estimated Accuracy
 CT0909;SPC TXNC     - 2,099,310.      624,260.      MT  (+/- 180 meters Scaled)
 CT0909
 CT0909                          SUPERSEDED SURVEY CONTROL
 CT0909
 CT0909.No superseded survey control is available for this station.
 CT0909
 CT0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB711029(NAD 83)
 CT0909_MARKER: DB = BENCH MARK DISK
 CT0909_SETTING: 66 = SET IN ROCK OUTCROP
 CT0909_SP_SET: ROCK OUTCROP
 CT0909_STAMPING: C 1479 1983
 CT0909_MARK LOGO: NGS   
 CT0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0909
 CT0909  HISTORY     - Date     Condition        Report By
 CT0909  HISTORY     - 1983     MONUMENTED       NGS
 CT0909  HISTORY     - 19980627 GOOD             USPSQD
 CT0909  HISTORY     - 20020316 GOOD             USPSQD
 CT0909  HISTORY     - 20040327 GOOD             USPSQD
 CT0909
 CT0909                          STATION DESCRIPTION
 CT0909
 CT0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0909'45.9 KM (28.5 MI) EAST FROM RANGER.
 CT0909'45.9 KM (28.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0909'JUNCTION WITH FARM ROAD 2461 IN RANGER, 0.5 KM (0.3 MI) NORTHEAST OF
 CT0909'MILEPOST 378, IN THE CENTER OF A 6- BY 7-FT EXPOSED AREA OF BEDROCK IN
 CT0909'A HIGHWAY CUT, 36.0 METERS (118.1 FT) NORTHWEST OF A FENCE AND WITNESS
 CT0909'POST, 20.6 METERS (67.6 FT) NORTHWEST OF THE CENTERLINE OF A FRONTAGE
 CT0909'ROAD AND 18.0 METERS (59.1 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST
 CT0909'BOUND LANES OF THE HIGHWAY.
 CT0909'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CT0909'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 CT0909
 CT0909                          STATION RECOVERY (1998)
 CT0909
 CT0909'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0909'RECOVERED IN GOOD CONDITION.
 CT0909
 CT0909                          STATION RECOVERY (2002)
 CT0909
 CT0909'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0909'RECOVERED IN GOOD CONDITION.
 CT0909
 CT0909                          STATION RECOVERY (2004)
 CT0909
 CT0909'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0027 ***********************************************************************
 AZ0027  DESIGNATION -  C 148
 AZ0027  PID         -  AZ0027
 AZ0027  STATE/COUNTY-  TX/EDWARDS
 AZ0027  USGS QUAD   -  VANCE (1973)
 AZ0027
 AZ0027                         *CURRENT SURVEY CONTROL
 AZ0027  ___________________________________________________________________
 AZ0027* NAD 83(1986)-  29 50 19.     (N)    100 06 12.     (W)     SCALED    
 AZ0027* NAVD 88     -       537.012  (meters)    1761.85   (feet)  ADJUSTED  
 AZ0027  ___________________________________________________________________
 AZ0027  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 AZ0027  DYNAMIC HT  -         536.218 (meters)    1759.24  (feet)  COMP
 AZ0027  MODELED GRAV-     979,147.0   (mgal)                       NAVD 88
 AZ0027
 AZ0027  VERT ORDER  -  SECOND    CLASS 0
 AZ0027
 AZ0027.The horizontal coordinates were scaled from a topographic map and have
 AZ0027.an estimated accuracy of +/- 6 seconds.
 AZ0027
 AZ0027.The orthometric height was determined by differential leveling
 AZ0027.and adjusted by the National Geodetic Survey in June 1991..
 AZ0027
 AZ0027.The geoid height was determined by GEOID03.
 AZ0027
 AZ0027.The dynamic height is computed by dividing the NAVD 88
 AZ0027.geopotential number by the normal gravity value computed on the
 AZ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0027.degrees latitude (g = 980.6199 gals.).
 AZ0027
 AZ0027.The modeled gravity was interpolated from observed gravity values.
 AZ0027
 AZ0027;                    North         East    Units  Estimated Accuracy
 AZ0027;SPC TXSC     - 4,222,740.      493,380.      MT  (+/- 180 meters Scaled)
 AZ0027
 AZ0027                          SUPERSEDED SURVEY CONTROL
 AZ0027
 AZ0027  NGVD 29 (??/??/92)  536.945  (m)         1761.63   (f) ADJ UNCH    2 0
 AZ0027
 AZ0027.Superseded values are not recommended for survey control.
 AZ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0027.See file dsdata.txt to determine how the superseded data were derived.
 AZ0027
 AZ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU934014(NAD 83)
 AZ0027_MARKER: DB = BENCH MARK DISK
 AZ0027_SETTING: 80 = SET IN A BOULDER
 AZ0027_SP_SET: BOULDER
 AZ0027_STAMPING: C 148 1939
 AZ0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0027+STABILITY: SURFACE MOTION
 AZ0027
 AZ0027  HISTORY     - Date     Condition        Report By
 AZ0027  HISTORY     - 1939     MONUMENTED       CGS
 AZ0027  HISTORY     - 1973     GOOD             USGS
 AZ0027
 AZ0027                          STATION DESCRIPTION
 AZ0027
 AZ0027'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0027'9.0 MI NW FROM BARKSDALE.
 AZ0027'JUNCTION OF STATE HIGHWAY 55 AND RANCH ROAD 335, NORTH OF BARKSDALE,
 AZ0027'TEXAS.  9.6 MILES NORTHWEST OF ALONG HIGHWAY 55 TO JUNCTION OF GRADED
 AZ0027'ROAD NORTH TO NORTHEAST (OLD HIGHWAY).  360 FEET SOUTH OF THE
 AZ0027'JUNCTION, 101 FEET WEST OF THE CENTERLINE OF HIGHWAY, CEMENTED IN THE
 AZ0027'TOP OF A LARGE BOULDER, ABOUT 3.0 FEET ABOVE GROUND.  A STANDARD DISK,
 AZ0027'STAMPED C 148 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0925 ***********************************************************************
 CT0925  DESIGNATION -  C 1480
 CT0925  PID         -  CT0925
 CT0925  STATE/COUNTY-  TX/EASTLAND
 CT0925  USGS QUAD   -  BEAR MOUNTAIN (1987)
 CT0925
 CT0925                         *CURRENT SURVEY CONTROL
 CT0925  ___________________________________________________________________
 CT0925* NAD 83(1986)-  32 29 55.     (N)    098 32 07.     (W)     SCALED    
 CT0925* NAVD 88     -       349.595  (meters)    1146.96   (feet)  ADJUSTED  
 CT0925  ___________________________________________________________________
 CT0925  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CT0925  DYNAMIC HT  -         349.151 (meters)    1145.51  (feet)  COMP
 CT0925  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 CT0925
 CT0925  VERT ORDER  -  FIRST     CLASS II
 CT0925
 CT0925.The horizontal coordinates were scaled from a topographic map and have
 CT0925.an estimated accuracy of +/- 6 seconds.
 CT0925
 CT0925.The orthometric height was determined by differential leveling
 CT0925.and adjusted by the National Geodetic Survey in June 1991..
 CT0925
 CT0925.The geoid height was determined by GEOID03.
 CT0925
 CT0925.The dynamic height is computed by dividing the NAVD 88
 CT0925.geopotential number by the normal gravity value computed on the
 CT0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0925.degrees latitude (g = 980.6199 gals.).
 CT0925
 CT0925.The modeled gravity was interpolated from observed gravity values.
 CT0925
 CT0925;                    North         East    Units  Estimated Accuracy
 CT0925;SPC TXNC     - 2,092,260.      596,690.      MT  (+/- 180 meters Scaled)
 CT0925
 CT0925                          SUPERSEDED SURVEY CONTROL
 CT0925
 CT0925.No superseded survey control is available for this station.
 CT0925
 CT0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA436958(NAD 83)
 CT0925_MARKER: I = METAL ROD
 CT0925_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0925_SP_SET: STAINLESS STEEL ROD
 CT0925_STAMPING: C 1480 1983
 CT0925_MARK LOGO: NGS   
 CT0925_PROJECTION: FLUSH
 CT0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0925_ROD/PIPE-DEPTH: 5.5  meters
 CT0925
 CT0925  HISTORY     - Date     Condition        Report By
 CT0925  HISTORY     - 1983     MONUMENTED       NGS
 CT0925
 CT0925                          STATION DESCRIPTION
 CT0925
 CT0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0925'16.9 KM (10.5 MI) EAST FROM RANGER.
 CT0925'16.9 KM (10.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0925'JUNCTION WITH FARM ROAD 2461 IN RANGER, 0.7 KM (0.45 MI) WEST OF
 CT0925'MILEPOST 361, 33.0 METERS (108.3 FT) NORTH OF THE CENTERLINE OF THE
 CT0925'WEST BOUND LANES OF THE HIGHWAY, 10.3 METERS (233.8 FT) WEST OF THE
 CT0925'CURB OF A FRONTAGE ROAD AND 6.4 METERS (21.0 FT) WEST OF THE CENTER OF
 CT0925'A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CT0925'LOGO CAP.
 CT0925'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CT0925'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0950 ***********************************************************************
 CT0950  DESIGNATION -  C 1481
 CT0950  PID         -  CT0950
 CT0950  STATE/COUNTY-  TX/EASTLAND
 CT0950  USGS QUAD   -  BERNIE LAKE (1966)
 CT0950
 CT0950                         *CURRENT SURVEY CONTROL
 CT0950  ___________________________________________________________________
 CT0950* NAD 83(1986)-  32 23 21.     (N)    099 03 35.     (W)     SCALED    
 CT0950* NAVD 88     -       513.293  (meters)    1684.03   (feet)  ADJUSTED  
 CT0950  ___________________________________________________________________
 CT0950  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CT0950  DYNAMIC HT  -         512.630 (meters)    1681.85  (feet)  COMP
 CT0950  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 CT0950
 CT0950  VERT ORDER  -  FIRST     CLASS II
 CT0950
 CT0950.The horizontal coordinates were scaled from a topographic map and have
 CT0950.an estimated accuracy of +/- 6 seconds.
 CT0950
 CT0950.The orthometric height was determined by differential leveling
 CT0950.and adjusted by the National Geodetic Survey in June 1991..
 CT0950
 CT0950.The geoid height was determined by GEOID03.
 CT0950
 CT0950.The dynamic height is computed by dividing the NAVD 88
 CT0950.geopotential number by the normal gravity value computed on the
 CT0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0950.degrees latitude (g = 980.6199 gals.).
 CT0950
 CT0950.The modeled gravity was interpolated from observed gravity values.
 CT0950
 CT0950;                    North         East    Units  Estimated Accuracy
 CT0950;SPC TXNC     - 2,080,260.      547,340.      MT  (+/- 180 meters Scaled)
 CT0950
 CT0950                          SUPERSEDED SURVEY CONTROL
 CT0950
 CT0950.No superseded survey control is available for this station.
 CT0950
 CT0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA943835(NAD 83)
 CT0950_MARKER: I = METAL ROD
 CT0950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0950_SP_SET: STAINLESS STEEL ROD
 CT0950_STAMPING: C 1481 1983
 CT0950_MARK LOGO: NGS   
 CT0950_PROJECTION: FLUSH
 CT0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0950_ROD/PIPE-DEPTH: 4.3  meters
 CT0950
 CT0950  HISTORY     - Date     Condition        Report By
 CT0950  HISTORY     - 1983     MONUMENTED       NGS
 CT0950
 CT0950                          STATION DESCRIPTION
 CT0950
 CT0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0950'38.4 KM (23.85 MI) WEST FROM RANGER.
 CT0950'28.1 KM (17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0950'JUNCTION WITH FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI)
 CT0950'NORTHWEST ALONG CONRAD HILTON AVENUE, THENCE 8.1 KM (5.05 MI) WESTERLY
 CT0950'ALONG THE MISSOURI PACIFIC RAILROAD, 29.4 METERS (96.5 FT) NORTH OF
 CT0950'THE NEAR RAIL AND 5.6 METERS (18.4 FT) EAST OF A FIELD ENTRANCE.
 CT0950'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0950'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CT0950'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0629 ***********************************************************************
 DO0629  DESIGNATION -  C 1482
 DO0629  PID         -  DO0629
 DO0629  STATE/COUNTY-  TX/CLAY
 DO0629  USGS QUAD   -  JOLLY (1972)
 DO0629
 DO0629                         *CURRENT SURVEY CONTROL
 DO0629  ___________________________________________________________________
 DO0629* NAD 83(1986)-  33 49 48.     (N)    098 15 18.     (W)     SCALED    
 DO0629* NAVD 88     -       270.458  (meters)     887.33   (feet)  ADJUSTED  
 DO0629  ___________________________________________________________________
 DO0629  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DO0629  DYNAMIC HT  -         270.159 (meters)     886.35  (feet)  COMP
 DO0629  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 DO0629
 DO0629  VERT ORDER  -  FIRST     CLASS II
 DO0629
 DO0629.The horizontal coordinates were scaled from a topographic map and have
 DO0629.an estimated accuracy of +/- 6 seconds.
 DO0629
 DO0629.The orthometric height was determined by differential leveling
 DO0629.and adjusted by the National Geodetic Survey in June 1991..
 DO0629
 DO0629.The geoid height was determined by GEOID03.
 DO0629
 DO0629.The dynamic height is computed by dividing the NAVD 88
 DO0629.geopotential number by the normal gravity value computed on the
 DO0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0629.degrees latitude (g = 980.6199 gals.).
 DO0629
 DO0629.The modeled gravity was interpolated from observed gravity values.
 DO0629
 DO0629;                    North         East    Units  Estimated Accuracy
 DO0629;SPC TXNC     - 2,239,930.      622,680.      MT  (+/- 180 meters Scaled)
 DO0629
 DO0629                          SUPERSEDED SURVEY CONTROL
 DO0629
 DO0629.No superseded survey control is available for this station.
 DO0629
 DO0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC689435(NAD 83)
 DO0629_MARKER: DB = BENCH MARK DISK
 DO0629_SETTING: 66 = SET IN ROCK OUTCROP
 DO0629_SP_SET: ROCK OUTCROP
 DO0629_STAMPING: C 1482 1984
 DO0629_MARK LOGO: NGS   
 DO0629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0629+STABILITY: POSITION/ELEVATION WELL
 DO0629
 DO0629  HISTORY     - Date     Condition        Report By
 DO0629  HISTORY     - 1984     MONUMENTED       NGS
 DO0629
 DO0629                          STATION DESCRIPTION
 DO0629
 DO0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0629'23.8 KM (14.8 MI) SE FROM WICHITA FALLS.
 DO0629'23.8 KM (14.8 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0629'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, IN THE
 DO0629'SOUTHWESTERN 1/4 OF A 3- BY 27-FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 DO0629'30.5 METERS (100.1 FT) NORTHWEST OF THE SOUTHEAST END OF A HIGHWAY
 DO0629'CUT, 19.2 METERS (63.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DO0629'SOUTHEAST BOUND LANES OF U.S. HIGHWAY 287, 16.3 METERS (53.5 FT)
 DO0629'NORTHWEST OF A UTILITY POLE, AND 9.2 METERS (30.2 FT) NORTHEAST OF THE
 DO0629'NEAR RAIL.
 DO0629'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 DO0629'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0519 ***********************************************************************
 EM0519  DESIGNATION -  C 1483
 EM0519  PID         -  EM0519
 EM0519  STATE/COUNTY-  TX/WICHITA
 EM0519  USGS QUAD   -  SUNSHINE HILL (1972)
 EM0519
 EM0519                         *CURRENT SURVEY CONTROL
 EM0519  ___________________________________________________________________
 EM0519* NAD 83(1986)-  34 00 06.     (N)    098 50 14.     (W)     SCALED    
 EM0519* NAVD 88     -       334.889  (meters)    1098.71   (feet)  ADJUSTED  
 EM0519  ___________________________________________________________________
 EM0519  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 EM0519  DYNAMIC HT  -         334.520 (meters)    1097.50  (feet)  COMP
 EM0519  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 EM0519
 EM0519  VERT ORDER  -  FIRST     CLASS II
 EM0519
 EM0519.The horizontal coordinates were scaled from a topographic map and have
 EM0519.an estimated accuracy of +/- 6 seconds.
 EM0519
 EM0519.The orthometric height was determined by differential leveling
 EM0519.and adjusted by the National Geodetic Survey in June 1991..
 EM0519
 EM0519.The geoid height was determined by GEOID03.
 EM0519
 EM0519.The dynamic height is computed by dividing the NAVD 88
 EM0519.geopotential number by the normal gravity value computed on the
 EM0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0519.degrees latitude (g = 980.6199 gals.).
 EM0519
 EM0519.The modeled gravity was interpolated from observed gravity values.
 EM0519
 EM0519;                    North         East    Units  Estimated Accuracy
 EM0519;SPC TXNC     - 2,258,990.      568,850.      MT  (+/- 180 meters Scaled)
 EM0519
 EM0519                          SUPERSEDED SURVEY CONTROL
 EM0519
 EM0519.No superseded survey control is available for this station.
 EM0519
 EM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC150623(NAD 83)
 EM0519_MARKER: DB = BENCH MARK DISK
 EM0519_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0519_SP_SET: PIER
 EM0519_STAMPING: C 1483 1984
 EM0519_MARK LOGO: NGS   
 EM0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0519+STABILITY: POSITION/ELEVATION WELL
 EM0519
 EM0519  HISTORY     - Date     Condition        Report By
 EM0519  HISTORY     - 1984     MONUMENTED       NGS
 EM0519
 EM0519                          STATION DESCRIPTION
 EM0519
 EM0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0519'34.8 KM (21.6 MI) NW FROM WICHITA FALLS.
 EM0519'34.0 KM (21.1 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0519'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, THENCE 0.8 KM
 EM0519'(0.5 MI) NORTH ALONG FARM ROAD 2384, SET VERTICALLY IN THE NORTHWEST
 EM0519'FACE OF THE MOST NORTHWESTERLY 1 OF 2 COLUMNS OF THE CENTER PIER OF
 EM0519'THE FARM ROAD OVERPASS OVER U.S. HIGHWAY 287, 10.5 METERS (34.4 FT)
 EM0519'SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EM0519'HIGHWAY, AND 2.5 METERS (8.2 FT) WEST OF THE CENTER OF THE ROAD.
 EM0519'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0579 ***********************************************************************
 EN0579  DESIGNATION -  C 1484
 EN0579  PID         -  EN0579
 EN0579  STATE/COUNTY-  TX/CHILDRESS
 EN0579  USGS QUAD   -  CHILDRESS (1981)
 EN0579
 EN0579                         *CURRENT SURVEY CONTROL
 EN0579  ___________________________________________________________________
 EN0579* NAD 83(1986)-  34 26 07.     (N)    100 13 33.     (W)     SCALED    
 EN0579* NAVD 88     -       586.801  (meters)    1925.20   (feet)  ADJUSTED  
 EN0579  ___________________________________________________________________
 EN0579  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 EN0579  DYNAMIC HT  -         586.130 (meters)    1922.99  (feet)  COMP
 EN0579  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 EN0579
 EN0579  VERT ORDER  -  FIRST     CLASS II
 EN0579
 EN0579.The horizontal coordinates were scaled from a topographic map and have
 EN0579.an estimated accuracy of +/- 6 seconds.
 EN0579
 EN0579.The orthometric height was determined by differential leveling
 EN0579.and adjusted by the National Geodetic Survey in June 1991..
 EN0579
 EN0579.The geoid height was determined by GEOID03.
 EN0579
 EN0579.The dynamic height is computed by dividing the NAVD 88
 EN0579.geopotential number by the normal gravity value computed on the
 EN0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0579.degrees latitude (g = 980.6199 gals.).
 EN0579
 EN0579.The modeled gravity was interpolated from observed gravity values.
 EN0579
 EN0579;                    North         East    Units  Estimated Accuracy
 EN0579;SPC TX N     - 1,049,050.      317,110.      MT  (+/- 180 meters Scaled)
 EN0579
 EN0579                          SUPERSEDED SURVEY CONTROL
 EN0579
 EN0579.No superseded survey control is available for this station.
 EN0579
 EN0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD873111(NAD 83)
 EN0579_MARKER: I = METAL ROD
 EN0579_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0579_SP_SET: STAINLESS STEEL ROD
 EN0579_STAMPING: C 1484 1984
 EN0579_MARK LOGO: NGS   
 EN0579_PROJECTION: FLUSH
 EN0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0579_ROD/PIPE-DEPTH: 4.6  meters
 EN0579
 EN0579  HISTORY     - Date     Condition        Report By
 EN0579  HISTORY     - 1984     MONUMENTED       NGS
 EN0579
 EN0579                          STATION DESCRIPTION
 EN0579
 EN0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0579'IN CHILDRESS.
 EN0579'IN CHILDRESS, AT THE JUNCTION OF U.S. HIGHWAYS 287 AND 83, 84.9 M
 EN0579'(278.5 FT) NORTH OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 EN0579'U.S. HIGHWAY 287, 11.3 M (37.1 FT) WEST OF THE CENTERLINE OF U.S.
 EN0579'HIGHWAY 83, 7.4 M (24.3 FT) NORTHEAST OF A UTILITY POLE, AND 0.8 M
 EN0579'(2.6 FT) WEST OF A UTILITY POLE WITH STREET LIGHT.  NOTE=ACCESS TO THE
 EN0579'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0579'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EN0579'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2499 ***********************************************************************
 CS2499  DESIGNATION -  C 1485
 CS2499  PID         -  CS2499
 CS2499  STATE/COUNTY-  TX/TARRANT
 CS2499  USGS QUAD   -  HALTOM CITY (1981)
 CS2499
 CS2499                         *CURRENT SURVEY CONTROL
 CS2499  ___________________________________________________________________
 CS2499* NAD 83(1986)-  32 52 24.     (N)    097 22 30.     (W)     SCALED    
 CS2499* NAVD 88     -       228.800  (meters)     750.65   (feet)  ADJUSTED  
 CS2499  ___________________________________________________________________
 CS2499  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS2499  DYNAMIC HT  -         228.530 (meters)     749.77  (feet)  COMP
 CS2499  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 CS2499
 CS2499  VERT ORDER  -  FIRST     CLASS II
 CS2499
 CS2499.The horizontal coordinates were scaled from a topographic map and have
 CS2499.an estimated accuracy of +/- 6 seconds.
 CS2499
 CS2499.The orthometric height was determined by differential leveling
 CS2499.and adjusted by the National Geodetic Survey in June 1991..
 CS2499
 CS2499.The geoid height was determined by GEOID03.
 CS2499
 CS2499.The dynamic height is computed by dividing the NAVD 88
 CS2499.geopotential number by the normal gravity value computed on the
 CS2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2499.degrees latitude (g = 980.6199 gals.).
 CS2499
 CS2499.The modeled gravity was interpolated from observed gravity values.
 CS2499
 CS2499;                    North         East    Units  Estimated Accuracy
 CS2499;SPC TXNC     - 2,134,370.      705,270.      MT  (+/- 180 meters Scaled)
 CS2499
 CS2499                          SUPERSEDED SURVEY CONTROL
 CS2499
 CS2499.No superseded survey control is available for this station.
 CS2499
 CS2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB520384(NAD 83)
 CS2499_MARKER: I = METAL ROD
 CS2499_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2499+WITH SETTING: INFORMATION.
 CS2499_SP_SET: SHALLOW SET METAL ROD
 CS2499_STAMPING: C 1485 1984
 CS2499_MARK LOGO: NGS   
 CS2499_PROJECTION: FLUSH
 CS2499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2499_ROD/PIPE-DEPTH: 1.5  meters
 CS2499
 CS2499  HISTORY     - Date     Condition        Report By
 CS2499  HISTORY     - 1984     MONUMENTED       NGS
 CS2499  HISTORY     - 19951118 GOOD             USPSQD
 CS2499
 CS2499                          STATION DESCRIPTION
 CS2499
 CS2499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 CS2499'1.8 KM (1.1 MI) NW FROM SAGINAW.
 CS2499'1.8 KM (1.1 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM ITS
 CS2499'JUNCTION WITH MC LEROY BOULEVARD IN SAGINAW, 0.5 KM (0.3 MI) NORTHWEST
 CS2499'OF RAILROAD SIGNAL NUMBER 603.4, 17.1 METERS (56.1 FT) NORTHEAST OF
 CS2499'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF U.S. HIGHWAYS 287 AND
 CS2499'81, 11.0 METERS (36.1 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.6 METER
 CS2499'(2.0 FT) NORTHWEST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 5
 CS2499'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2499'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CS2499'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CS2499
 CS2499                          STATION RECOVERY (1995)
 CS2499
 CS2499'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0941 ***********************************************************************
 DN0941  DESIGNATION -  C 1486
 DN0941  PID         -  DN0941
 DN0941  STATE/COUNTY-  TX/MONTAGUE
 DN0941  USGS QUAD   -  BOWIE (1978)
 DN0941
 DN0941                         *CURRENT SURVEY CONTROL
 DN0941  ___________________________________________________________________
 DN0941* NAD 83(1986)-  33 30 34.     (N)    097 48 01.     (W)     SCALED    
 DN0941* NAVD 88     -       324.589  (meters)    1064.92   (feet)  ADJUSTED  
 DN0941  ___________________________________________________________________
 DN0941  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DN0941  DYNAMIC HT  -         324.231 (meters)    1063.75  (feet)  COMP
 DN0941  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 DN0941
 DN0941  VERT ORDER  -  FIRST     CLASS II
 DN0941
 DN0941.The horizontal coordinates were scaled from a topographic map and have
 DN0941.an estimated accuracy of +/- 6 seconds.
 DN0941
 DN0941.The orthometric height was determined by differential leveling
 DN0941.and adjusted by the National Geodetic Survey in June 1991..
 DN0941
 DN0941.The geoid height was determined by GEOID03.
 DN0941
 DN0941.The dynamic height is computed by dividing the NAVD 88
 DN0941.geopotential number by the normal gravity value computed on the
 DN0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0941.degrees latitude (g = 980.6199 gals.).
 DN0941
 DN0941.The modeled gravity was interpolated from observed gravity values.
 DN0941
 DN0941;                    North         East    Units  Estimated Accuracy
 DN0941;SPC TXNC     - 2,204,570.      665,010.      MT  (+/- 180 meters Scaled)
 DN0941
 DN0941                          SUPERSEDED SURVEY CONTROL
 DN0941
 DN0941.No superseded survey control is available for this station.
 DN0941
 DN0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC114084(NAD 83)
 DN0941_MARKER: I = METAL ROD
 DN0941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0941_SP_SET: STAINLESS STEEL ROD
 DN0941_STAMPING: C 1486 1984
 DN0941_MARK LOGO: NGS   
 DN0941_PROJECTION: FLUSH
 DN0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0941_ROD/PIPE-DEPTH: 4.9  meters
 DN0941
 DN0941  HISTORY     - Date     Condition        Report By
 DN0941  HISTORY     - 1984     MONUMENTED       NGS
 DN0941  HISTORY     - 19961130 MARK NOT FOUND   USPSQD
 DN0941
 DN0941                          STATION DESCRIPTION
 DN0941
 DN0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0941'7.0 KM (4.35 MI) SE FROM BOWIE.
 DN0941'7.0 KM (4.35 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0941'FROM THE STATION IN BOWIE, 27.4 METERS (89.9 FT) SOUTH OF MILEPOST 64,
 DN0941'12.3 M (40.4 FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 101, 7.5
 DN0941'M (24.6 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.5 METER (1.6 FT) WEST OF
 DN0941'A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DN0941'LOGO CAP.
 DN0941'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DN0941'THE MARK IS 0.3 M BELOW THE TRACKS.
 DN0941
 DN0941                          STATION RECOVERY (1996)
 DN0941
 DN0941'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0547 ***********************************************************************
 EM0547  DESIGNATION -  C 1487
 EM0547  PID         -  EM0547
 EM0547  STATE/COUNTY-  TX/WILBARGER
 EM0547  USGS QUAD   -  TOLBERT (1983)
 EM0547
 EM0547                         *CURRENT SURVEY CONTROL
 EM0547  ___________________________________________________________________
 EM0547* NAD 83(1986)-  34 13 23.     (N)    099 24 16.     (W)     SCALED    
 EM0547* NAVD 88     -       393.808  (meters)    1292.02   (feet)  ADJUSTED  
 EM0547  ___________________________________________________________________
 EM0547  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0547  DYNAMIC HT  -         393.364 (meters)    1290.56  (feet)  COMP
 EM0547  MODELED GRAV-     979,499.4   (mgal)                       NAVD 88
 EM0547
 EM0547  VERT ORDER  -  FIRST     CLASS II
 EM0547
 EM0547.The horizontal coordinates were scaled from a topographic map and have
 EM0547.an estimated accuracy of +/- 6 seconds.
 EM0547
 EM0547.The orthometric height was determined by differential leveling
 EM0547.and adjusted by the National Geodetic Survey in June 1991..
 EM0547
 EM0547.The geoid height was determined by GEOID03.
 EM0547
 EM0547.The dynamic height is computed by dividing the NAVD 88
 EM0547.geopotential number by the normal gravity value computed on the
 EM0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0547.degrees latitude (g = 980.6199 gals.).
 EM0547
 EM0547.The modeled gravity was interpolated from observed gravity values.
 EM0547
 EM0547;                    North         East    Units  Estimated Accuracy
 EM0547;SPC TXNC     - 2,283,860.      516,660.      MT  (+/- 180 meters Scaled)
 EM0547
 EM0547                          SUPERSEDED SURVEY CONTROL
 EM0547
 EM0547.No superseded survey control is available for this station.
 EM0547
 EM0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC627869(NAD 83)
 EM0547_MARKER: I = METAL ROD
 EM0547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0547_SP_SET: STAINLESS STEEL ROD
 EM0547_STAMPING: C 1487 1984
 EM0547_MARK LOGO: NGS   
 EM0547_PROJECTION: FLUSH
 EM0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0547_ROD/PIPE-DEPTH: 5.8  meters
 EM0547
 EM0547  HISTORY     - Date     Condition        Report By
 EM0547  HISTORY     - 1984     MONUMENTED       NGS
 EM0547
 EM0547                          STATION DESCRIPTION
 EM0547
 EM0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0547'10.9 KM (6.75 MI) SE FROM CHILLICOTHE.
 EM0547'10.9 KM (6.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 EM0547'OFFICE IN CHILLICOTHE, OR 13.5 KM (8.4 MI) NORTHWESTERLY ALONG THE
 EM0547'BURLINGTON NORTHERN RAILROAD FROM THE STATION IN VERNON, 57.6 METERS
 EM0547'(189.0 FT) SOUTH OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 EM0547'HIGHWAY, 28.2 METERS (92.5 FT) NORTH OF THE CENTER OF A GRAVELED ROAD,
 EM0547'19.9 METERS (65.3 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON
 EM0547'NORTHERN RAILROAD, AND 0.8 METERS (2.6 FT) WEST OF A UTILITY POLE WITH
 EM0547'1 GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EM0547'CAP.
 EM0547'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EM0547'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1281 ***********************************************************************
 GL1281  DESIGNATION -  C 1488
 GL1281  PID         -  GL1281
 GL1281  STATE/COUNTY-  TX/HARTLEY
 GL1281  USGS QUAD   -  DALHART EAST (1973)
 GL1281
 GL1281                         *CURRENT SURVEY CONTROL
 GL1281  ___________________________________________________________________
 GL1281* NAD 83(1986)-  36 02 57.     (N)    102 29 55.     (W)     SCALED    
 GL1281* NAVD 88     -      1211.700  (meters)    3975.39   (feet)  ADJUSTED  
 GL1281  ___________________________________________________________________
 GL1281  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 GL1281  DYNAMIC HT  -        1210.290 (meters)    3970.76  (feet)  COMP
 GL1281  MODELED GRAV-     979,428.0   (mgal)                       NAVD 88
 GL1281
 GL1281  VERT ORDER  -  FIRST     CLASS II
 GL1281
 GL1281.The horizontal coordinates were scaled from a topographic map and have
 GL1281.an estimated accuracy of +/- 6 seconds.
 GL1281
 GL1281.The orthometric height was determined by differential leveling
 GL1281.and adjusted by the National Geodetic Survey in June 1991..
 GL1281
 GL1281.The geoid height was determined by GEOID03.
 GL1281
 GL1281.The dynamic height is computed by dividing the NAVD 88
 GL1281.geopotential number by the normal gravity value computed on the
 GL1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1281.degrees latitude (g = 980.6199 gals.).
 GL1281
 GL1281.The modeled gravity was interpolated from observed gravity values.
 GL1281
 GL1281;                    North         East    Units  Estimated Accuracy
 GL1281;SPC TX N     - 1,227,790.      110,020.      MT  (+/- 180 meters Scaled)
 GL1281
 GL1281                          SUPERSEDED SURVEY CONTROL
 GL1281
 GL1281.No superseded survey control is available for this station.
 GL1281
 GL1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV253922(NAD 83)
 GL1281_MARKER: I = METAL ROD
 GL1281_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1281_SP_SET: STAINLESS STEEL ROD
 GL1281_STAMPING: C 1488 1985
 GL1281_MARK LOGO: NGS   
 GL1281_PROJECTION: FLUSH
 GL1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1281+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL1281_ROD/PIPE-DEPTH: 6.7  meters
 GL1281
 GL1281  HISTORY     - Date     Condition        Report By
 GL1281  HISTORY     - 1985     MONUMENTED       NGS
 GL1281  HISTORY     - 20040805 GOOD             USPSQD
 GL1281
 GL1281                          STATION DESCRIPTION
 GL1281
 GL1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1281'2.7 KM (1.7 MI) SOUTH FROM DALHART.
 GL1281'2.7 KM (1.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1281'WITH U.S. HIGHWAY 54 IN DALHART, 14.2 M (46.6 FT) NORTHEAST OF THE
 GL1281'NEAR RAIL, 11.8 M (38.7 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH
 GL1281'BOUND LANE OF THE HIGHWAY, 5.9 M (19.4 FT) NORTHWEST OF THE EXTENDED
 GL1281'CENTER OF ALASKA STREET, AND 0.8 M (2.6 FT) SOUTHEAST OF A UTILITY
 GL1281'POLE WITH THREE GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 GL1281'A 5-INCH LOGO CAP.
 GL1281'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 GL1281'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 GL1281
 GL1281                          STATION RECOVERY (2004)
 GL1281
 GL1281'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1281'FOUND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0603 ***********************************************************************
 EN0603  DESIGNATION -  C 1489
 EN0603  PID         -  EN0603
 EN0603  STATE/COUNTY-  TX/HALL
 EN0603  USGS QUAD   -  ESTELLINE NW (1984)
 EN0603
 EN0603                         *CURRENT SURVEY CONTROL
 EN0603  ___________________________________________________________________
 EN0603* NAD 83(1986)-  34 41 18.     (N)    100 29 37.     (W)     SCALED    
 EN0603* NAVD 88     -       603.115  (meters)    1978.72   (feet)  ADJUSTED  
 EN0603  ___________________________________________________________________
 EN0603  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EN0603  DYNAMIC HT  -         602.442 (meters)    1976.51  (feet)  COMP
 EN0603  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 EN0603
 EN0603  VERT ORDER  -  FIRST     CLASS II
 EN0603
 EN0603.The horizontal coordinates were scaled from a topographic map and have
 EN0603.an estimated accuracy of +/- 6 seconds.
 EN0603
 EN0603.The orthometric height was determined by differential leveling
 EN0603.and adjusted by the National Geodetic Survey in June 1991..
 EN0603
 EN0603.The geoid height was determined by GEOID03.
 EN0603
 EN0603.The dynamic height is computed by dividing the NAVD 88
 EN0603.geopotential number by the normal gravity value computed on the
 EN0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0603.degrees latitude (g = 980.6199 gals.).
 EN0603
 EN0603.The modeled gravity was interpolated from observed gravity values.
 EN0603
 EN0603;                    North         East    Units  Estimated Accuracy
 EN0603;SPC TX N     - 1,076,830.      292,220.      MT  (+/- 180 meters Scaled)
 EN0603
 EN0603                          SUPERSEDED SURVEY CONTROL
 EN0603
 EN0603.No superseded survey control is available for this station.
 EN0603
 EN0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD631394(NAD 83)
 EN0603_MARKER: I = METAL ROD
 EN0603_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0603_SP_SET: STAINLESS STEEL ROD
 EN0603_STAMPING: C 1489 1984
 EN0603_MARK LOGO: NGS   
 EN0603_PROJECTION: FLUSH
 EN0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0603_ROD/PIPE-DEPTH: 9.5  meters
 EN0603
 EN0603  HISTORY     - Date     Condition        Report By
 EN0603  HISTORY     - 1984     MONUMENTED       NGS
 EN0603
 EN0603                          STATION DESCRIPTION
 EN0603
 EN0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0603'5.4 KM (3.35 MI) SE FROM MEMPHIS.
 EN0603'5.4 KM (3.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0603'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 1.9 KM (1.2 MI) NORTHWEST
 EN0603'OF FARM ROAD 1619, 0.7 KM (0.45 MI) NORTH OF RAILROAD MILEPOST 247,
 EN0603'20.2 M (66.3 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING EAST,
 EN0603'16.7 M (54.8 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND
 EN0603'LANES OF THE HIGHWAY, 11.7 M (38.4 FT) SOUTHWEST OF THE NEAR RAIL OF
 EN0603'THE BURLINGTON NORTHERN RAILROAD, AND 1.7 M (5.6 FT) NORTHWEST OF A
 EN0603'UTILITY POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS
 EN0603'THROUGH A 5-INCH LOGO CAP.
 EN0603'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EN0603'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0624 ***********************************************************************
 EN0624  DESIGNATION -  C 1490
 EN0624  PID         -  EN0624
 EN0624  STATE/COUNTY-  TX/DONLEY
 EN0624  USGS QUAD   -  LELIA LAKE (1982)
 EN0624
 EN0624                         *CURRENT SURVEY CONTROL
 EN0624  ___________________________________________________________________
 EN0624* NAD 83(1986)-  34 55 23.     (N)    100 51 07.     (W)     SCALED    
 EN0624* NAVD 88     -       825.087  (meters)    2706.97   (feet)  ADJUSTED  
 EN0624  ___________________________________________________________________
 EN0624  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EN0624  DYNAMIC HT  -         824.133 (meters)    2703.84  (feet)  COMP
 EN0624  MODELED GRAV-     979,450.3   (mgal)                       NAVD 88
 EN0624
 EN0624  VERT ORDER  -  FIRST     CLASS II
 EN0624
 EN0624.The horizontal coordinates were scaled from a topographic map and have
 EN0624.an estimated accuracy of +/- 6 seconds.
 EN0624
 EN0624.The orthometric height was determined by differential leveling
 EN0624.and adjusted by the National Geodetic Survey in June 1991..
 EN0624
 EN0624.The geoid height was determined by GEOID03.
 EN0624
 EN0624.The dynamic height is computed by dividing the NAVD 88
 EN0624.geopotential number by the normal gravity value computed on the
 EN0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0624.degrees latitude (g = 980.6199 gals.).
 EN0624
 EN0624.The modeled gravity was interpolated from observed gravity values.
 EN0624
 EN0624;                    North         East    Units  Estimated Accuracy
 EN0624;SPC TX N     - 1,102,600.      259,210.      MT  (+/- 180 meters Scaled)
 EN0624
 EN0624                          SUPERSEDED SURVEY CONTROL
 EN0624
 EN0624.No superseded survey control is available for this station.
 EN0624
 EN0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD308660(NAD 83)
 EN0624_MARKER: I = METAL ROD
 EN0624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0624_SP_SET: STAINLESS STEEL ROD
 EN0624_STAMPING: C 1490 1984
 EN0624_MARK LOGO: NGS   
 EN0624_PROJECTION: FLUSH
 EN0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0624+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0624_ROD/PIPE-DEPTH: 4.9  meters
 EN0624
 EN0624  HISTORY     - Date     Condition        Report By
 EN0624  HISTORY     - 1984     MONUMENTED       NGS
 EN0624  HISTORY     - 20040803 GOOD             USPSQD
 EN0624  HISTORY     - 20050804 GOOD             USPSQD
 EN0624
 EN0624                          STATION DESCRIPTION
 EN0624
 EN0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0624'4.8 KM (3.0 MI) SE FROM CLARENDON.
 EN0624'4.8 KM (3.0 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 EN0624'WITH STATE HIGHWAY 70 AT THE WEST EDGE OF CLARENDON, 2.2 KM (1.35 MI)
 EN0624'NORTHWEST OF FARM ROAD 1260, 18.1 M (59.4 FT) SOUTHWEST OF THE
 EN0624'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, AND 1.3 M
 EN0624'(4.3 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 EN0624'IS THROUGH A 5-INCH LOGO CAP.
 EN0624'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 EN0624'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EN0624
 EN0624                          STATION RECOVERY (2004)
 EN0624
 EN0624'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0624'RECOVERED IN GOOD CONDITION.
 EN0624
 EN0624                          STATION RECOVERY (2005)
 EN0624
 EN0624'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0624'FOUND AS DESCRIBED.  PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0586 ***********************************************************************
 EO0586  DESIGNATION -  C 1491
 EO0586  PID         -  EO0586
 EO0586  STATE/COUNTY-  TX/PARMER
 EO0586  USGS QUAD   -  FRIONA (1980)
 EO0586
 EO0586                         *CURRENT SURVEY CONTROL
 EO0586  ___________________________________________________________________
 EO0586* NAD 83(1986)-  34 38 30.     (N)    102 42 05.     (W)     SCALED    
 EO0586* NAVD 88     -      1218.101  (meters)    3996.39   (feet)  ADJUSTED  
 EO0586  ___________________________________________________________________
 EO0586  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 EO0586  DYNAMIC HT  -        1216.528 (meters)    3991.23  (feet)  COMP
 EO0586  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 EO0586
 EO0586  VERT ORDER  -  FIRST     CLASS II
 EO0586
 EO0586.The horizontal coordinates were scaled from a topographic map and have
 EO0586.an estimated accuracy of +/- 6 seconds.
 EO0586
 EO0586.The orthometric height was determined by differential leveling
 EO0586.and adjusted by the National Geodetic Survey in June 1991..
 EO0586
 EO0586.The geoid height was determined by GEOID03.
 EO0586
 EO0586.The dynamic height is computed by dividing the NAVD 88
 EO0586.geopotential number by the normal gravity value computed on the
 EO0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0586.degrees latitude (g = 980.6199 gals.).
 EO0586
 EO0586.The modeled gravity was interpolated from observed gravity values.
 EO0586
 EO0586;                    North         East    Units  Estimated Accuracy
 EO0586;SPC TX N     - 1,071,860.       89,850.      MT  (+/- 180 meters Scaled)
 EO0586
 EO0586                          SUPERSEDED SURVEY CONTROL
 EO0586
 EO0586.No superseded survey control is available for this station.
 EO0586
 EO0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU106357(NAD 83)
 EO0586_MARKER: I = METAL ROD
 EO0586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0586_SP_SET: STAINLESS STEEL ROD
 EO0586_STAMPING: C 1491 1984
 EO0586_MARK LOGO: NGS   
 EO0586_PROJECTION: FLUSH
 EO0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0586_ROD/PIPE-DEPTH: 7.0  meters
 EO0586
 EO0586  HISTORY     - Date     Condition        Report By
 EO0586  HISTORY     - 1984     MONUMENTED       NGS
 EO0586
 EO0586                          STATION DESCRIPTION
 EO0586
 EO0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EO0586'1.8 KM (1.1 MI) NE FROM FRIONA.
 EO0586'1.8 KM (1.1 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0586'RAILROAD FROM THE STATION IN FRIONA.  14.0 M (45.9 FT) NORTHWEST OF
 EO0586'THE NEAR RAIL, AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST FENCE
 EO0586'CORNER OF A ROAD SIDE PARK.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 EO0586'A 5-INCH LOGO CAP.
 EO0586'THE MARK IS 03 METERS  SE FROM  A WITNESS POST AND FENCE
 EO0586'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1585 ***********************************************************************
 FL1585  DESIGNATION -  C 1492
 FL1585  PID         -  FL1585
 FL1585  STATE/COUNTY-  TX/POTTER
 FL1585  USGS QUAD   -  AMARILLO EAST (1973)
 FL1585
 FL1585                         *CURRENT SURVEY CONTROL
 FL1585  ___________________________________________________________________
 FL1585* NAD 83(1986)-  35 11 33.     (N)    101 46 40.     (W)     SCALED    
 FL1585* NAVD 88     -      1108.629  (meters)    3637.23   (feet)  ADJUSTED  
 FL1585  ___________________________________________________________________
 FL1585  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL1585  DYNAMIC HT  -        1107.312 (meters)    3632.91  (feet)  COMP
 FL1585  MODELED GRAV-     979,408.0   (mgal)                       NAVD 88
 FL1585
 FL1585  VERT ORDER  -  FIRST     CLASS II
 FL1585
 FL1585.The horizontal coordinates were scaled from a topographic map and have
 FL1585.an estimated accuracy of +/- 6 seconds.
 FL1585
 FL1585.The orthometric height was determined by differential leveling
 FL1585.and adjusted by the National Geodetic Survey in June 1991..
 FL1585
 FL1585.The geoid height was determined by GEOID03.
 FL1585
 FL1585.The dynamic height is computed by dividing the NAVD 88
 FL1585.geopotential number by the normal gravity value computed on the
 FL1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1585.degrees latitude (g = 980.6199 gals.).
 FL1585
 FL1585.The modeled gravity was interpolated from observed gravity values.
 FL1585
 FL1585;                    North         East    Units  Estimated Accuracy
 FL1585;SPC TX N     - 1,132,330.      174,700.      MT  (+/- 180 meters Scaled)
 FL1585
 FL1585                          SUPERSEDED SURVEY CONTROL
 FL1585
 FL1585.No superseded survey control is available for this station.
 FL1585
 FL1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD470979(NAD 83)
 FL1585_MARKER: DB = BENCH MARK DISK
 FL1585_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1585_SP_SET: PIER
 FL1585_STAMPING: C 1492 1984
 FL1585_MARK LOGO: NGS   
 FL1585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1585+STABILITY: POSITION/ELEVATION WELL
 FL1585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1585+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL1585
 FL1585  HISTORY     - Date     Condition        Report By
 FL1585  HISTORY     - 1984     MONUMENTED       NGS
 FL1585  HISTORY     - 20040804 GOOD             USPSQD
 FL1585  HISTORY     - 20050805 GOOD             USPSQD
 FL1585
 FL1585                          STATION DESCRIPTION
 FL1585
 FL1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1585'IN AMARILLO.
 FL1585'IN AMARILLO, AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND EASTERN
 FL1585'STREET, SET VERTICALLY IN THE NORTH FACE OF THE MOST SOUTHERLY 1 OF 8
 FL1585'COLUMNS OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF THE EAST BOUND
 FL1585'HIGHWAY BRIDGE OVERPASS OF THE STREET (EXIT 73), 9.3 M (30.5 FT) WEST
 FL1585'OF THE CENTERLINE OF THE STREET, AND 6.8 M (22.3 FT) SOUTH OF THE
 FL1585'CENTER OF THE EAST BOUND LANES OF THE HIGHWAY.
 FL1585'THE MARK IS 1.4 M ABOVE THE STREET.
 FL1585
 FL1585                          STATION RECOVERY (2004)
 FL1585
 FL1585'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1585'RECOVERED IN GOOD CONDITION.
 FL1585
 FL1585                          STATION RECOVERY (2005)
 FL1585
 FL1585'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1585'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0809 ***********************************************************************
 FM0809  DESIGNATION -  C 1493
 FM0809  PID         -  FM0809
 FM0809  STATE/COUNTY-  TX/POTTER
 FM0809  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0809
 FM0809                         *CURRENT SURVEY CONTROL
 FM0809  ___________________________________________________________________
 FM0809* NAD 83(1986)-  35 20 07.     (N)    102 05 02.     (W)     SCALED    
 FM0809* NAVD 88     -      1027.319  (meters)    3370.46   (feet)  ADJUSTED  
 FM0809  ___________________________________________________________________
 FM0809  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 FM0809  DYNAMIC HT  -        1026.106 (meters)    3366.48  (feet)  COMP
 FM0809  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 FM0809
 FM0809  VERT ORDER  -  FIRST     CLASS II
 FM0809
 FM0809.The horizontal coordinates were scaled from a topographic map and have
 FM0809.an estimated accuracy of +/- 6 seconds.
 FM0809
 FM0809.The orthometric height was determined by differential leveling
 FM0809.and adjusted by the National Geodetic Survey in June 1991..
 FM0809
 FM0809.The geoid height was determined by GEOID03.
 FM0809
 FM0809.The dynamic height is computed by dividing the NAVD 88
 FM0809.geopotential number by the normal gravity value computed on the
 FM0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0809.degrees latitude (g = 980.6199 gals.).
 FM0809
 FM0809.The modeled gravity was interpolated from observed gravity values.
 FM0809
 FM0809;                    North         East    Units  Estimated Accuracy
 FM0809;SPC TX N     - 1,148,290.      146,920.      MT  (+/- 180 meters Scaled)
 FM0809
 FM0809                          SUPERSEDED SURVEY CONTROL
 FM0809
 FM0809.No superseded survey control is available for this station.
 FM0809
 FM0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV650141(NAD 83)
 FM0809_MARKER: I = METAL ROD
 FM0809_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0809_SP_SET: STAINLESS STEEL ROD
 FM0809_STAMPING: C 1493 1985
 FM0809_MARK LOGO: NGS   
 FM0809_PROJECTION: FLUSH
 FM0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0809_ROD/PIPE-DEPTH: 8.2  meters
 FM0809
 FM0809  HISTORY     - Date     Condition        Report By
 FM0809  HISTORY     - 1985     MONUMENTED       NGS
 FM0809
 FM0809                          STATION DESCRIPTION
 FM0809
 FM0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0809'23.8 KM (14.8 MI) NW FROM AMARILLO.
 FM0809'23.8 KM (14.8 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0809'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 0.2 KM (0.1 MI) NORTH OF A
 FM0809'SMALL BRIDGE OVER THE TECOVAS CREEK, 14.9 M (48.9 FT) EAST OF THE
 FM0809'CENTERLINE OF THE ROAD, AND 4.8 M (15.7 FT) SOUTH OF THE CENTER OF A
 FM0809'GATE AND FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FM0809'5-INCH LOGO CAP.
 FM0809'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FM0809'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1555 ***********************************************************************
 FL1555  DESIGNATION -  C 1494
 FL1555  PID         -  FL1555
 FL1555  STATE/COUNTY-  TX/POTTER
 FL1555  USGS QUAD   -  AMARILLO WEST (1973)
 FL1555
 FL1555                         *CURRENT SURVEY CONTROL
 FL1555  ___________________________________________________________________
 FL1555* NAD 83(1986)-  35 14 52.     (N)    101 56 14.     (W)     SCALED    
 FL1555* NAVD 88     -      1056.468  (meters)    3466.10   (feet)  ADJUSTED  
 FL1555  ___________________________________________________________________
 FL1555  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FL1555  DYNAMIC HT  -        1055.216 (meters)    3461.99  (feet)  COMP
 FL1555  MODELED GRAV-     979,413.4   (mgal)                       NAVD 88
 FL1555
 FL1555  VERT ORDER  -  FIRST     CLASS II
 FL1555
 FL1555.The horizontal coordinates were scaled from a topographic map and have
 FL1555.an estimated accuracy of +/- 6 seconds.
 FL1555
 FL1555.The orthometric height was determined by differential leveling
 FL1555.and adjusted by the National Geodetic Survey in June 1991..
 FL1555
 FL1555.The geoid height was determined by GEOID03.
 FL1555
 FL1555.The dynamic height is computed by dividing the NAVD 88
 FL1555.geopotential number by the normal gravity value computed on the
 FL1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1555.degrees latitude (g = 980.6199 gals.).
 FL1555
 FL1555.The modeled gravity was interpolated from observed gravity values.
 FL1555
 FL1555;                    North         East    Units  Estimated Accuracy
 FL1555;SPC TX N     - 1,138,510.      160,210.      MT  (+/- 180 meters Scaled)
 FL1555
 FL1555                          SUPERSEDED SURVEY CONTROL
 FL1555
 FL1555.No superseded survey control is available for this station.
 FL1555
 FL1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE327044(NAD 83)
 FL1555_MARKER: I = METAL ROD
 FL1555_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FL1555+WITH SETTING: INFORMATION.
 FL1555_SP_SET: SHALLOW-SET METAL ROD
 FL1555_STAMPING: C 1494 1985
 FL1555_MARK LOGO: NGS   
 FL1555_PROJECTION: FLUSH
 FL1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1555_ROD/PIPE-DEPTH: 2.5  meters
 FL1555
 FL1555  HISTORY     - Date     Condition        Report By
 FL1555  HISTORY     - 1985     MONUMENTED       NGS
 FL1555
 FL1555                          STATION DESCRIPTION
 FL1555
 FL1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1555'5.2 KM (3.25 MI) NW FROM AMARILLO.
 FL1555'5.2 KM (3.25 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION
 FL1555'WITH U.S. HIGHWAY 66 IN AMARILLO, 28.5 M (93.5 FT) NORTHWEST OF THE
 FL1555'SOUTHEAST END OF A PIPE FENCE, 18.0 M (59.1 FT) NORTHEAST OF THE
 FL1555'CENTERLINE OF THE ROAD, AND 10.0 M (32.8 FT) SOUTHEAST OF THE CENTER
 FL1555'OF A DRIVEWAY AND GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FL1555'5-INCH LOGO CAP.
 FL1555'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 FL1555'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0849 ***********************************************************************
 FM0849  DESIGNATION -  C 1495
 FM0849  PID         -  FM0849
 FM0849  STATE/COUNTY-  TX/HARTLEY
 FM0849  USGS QUAD   -  HARTLEY (1973)
 FM0849
 FM0849                         *CURRENT SURVEY CONTROL
 FM0849  ___________________________________________________________________
 FM0849* NAD 83(1986)-  35 53 17.     (N)    102 23 55.     (W)     SCALED    
 FM0849* NAVD 88     -      1192.478  (meters)    3912.32   (feet)  ADJUSTED  
 FM0849  ___________________________________________________________________
 FM0849  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FM0849  DYNAMIC HT  -        1191.077 (meters)    3907.73  (feet)  COMP
 FM0849  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 FM0849
 FM0849  VERT ORDER  -  FIRST     CLASS II
 FM0849
 FM0849.The horizontal coordinates were scaled from a topographic map and have
 FM0849.an estimated accuracy of +/- 6 seconds.
 FM0849
 FM0849.The orthometric height was determined by differential leveling
 FM0849.and adjusted by the National Geodetic Survey in June 1991..
 FM0849
 FM0849.The geoid height was determined by GEOID03.
 FM0849
 FM0849.The dynamic height is computed by dividing the NAVD 88
 FM0849.geopotential number by the normal gravity value computed on the
 FM0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0849.degrees latitude (g = 980.6199 gals.).
 FM0849
 FM0849.The modeled gravity was interpolated from observed gravity values.
 FM0849
 FM0849;                    North         East    Units  Estimated Accuracy
 FM0849;SPC TX N     - 1,209,830.      118,870.      MT  (+/- 180 meters Scaled)
 FM0849
 FM0849                          SUPERSEDED SURVEY CONTROL
 FM0849
 FM0849.No superseded survey control is available for this station.
 FM0849
 FM0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV348746(NAD 83)
 FM0849_MARKER: DB = BENCH MARK DISK
 FM0849_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FM0849_SP_SET: GRAIN ELEVATOR
 FM0849_STAMPING: C 1495 1985
 FM0849_MARK LOGO: NGS   
 FM0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0849+STABILITY: POSITION/ELEVATION WELL
 FM0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0849+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0849
 FM0849  HISTORY     - Date     Condition        Report By
 FM0849  HISTORY     - 1985     MONUMENTED       NGS
 FM0849  HISTORY     - 20040805 GOOD             USPSQD
 FM0849
 FM0849                          STATION DESCRIPTION
 FM0849
 FM0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0849'22.8 KM (14.15 MI) SOUT FROM DALHART.
 FM0849'22.8 KM (14.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0849'WITH U.S. HIGHWAY 54 IN DALHART, SET VERTICALLY IN THE SOUTH FACE OF
 FM0849'THE SOUTH ENTRANCE OF THE NUMBER 2 CONCRETE GRAIN ELEVATOR OF THE
 FM0849'HARTLEY CO-OP CONSUMERS ELEVATOR IN HARTLEY, 34.8 M (114.2 FT)
 FM0849'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.7 M (8.9 FT)
 FM0849'NORTHEAST OF THE CENTER OF THE ENTRANCE.
 FM0849'THE MARK IS 1.2 M ABOVE THE GROUND.
 FM0849
 FM0849                          STATION RECOVERY (2004)
 FM0849
 FM0849'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0849'WITNESS POST FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2526 ***********************************************************************
 CS2526  DESIGNATION -  C 1496
 CS2526  PID         -  CS2526
 CS2526  STATE/COUNTY-  TX/DALLAS
 CS2526  USGS QUAD   -  GARLAND (1973)
 CS2526
 CS2526                         *CURRENT SURVEY CONTROL
 CS2526  ___________________________________________________________________
 CS2526* NAD 83(1986)-  32 54 24.     (N)    096 40 59.     (W)     SCALED    
 CS2526* NAVD 88     -       190.719  (meters)     625.72   (feet)  ADJUSTED  
 CS2526  ___________________________________________________________________
 CS2526  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CS2526  DYNAMIC HT  -         190.507 (meters)     625.02  (feet)  COMP
 CS2526  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CS2526
 CS2526  VERT ORDER  -  FIRST     CLASS II
 CS2526
 CS2526.The horizontal coordinates were scaled from a topographic map and have
 CS2526.an estimated accuracy of +/- 6 seconds.
 CS2526
 CS2526.The orthometric height was determined by differential leveling
 CS2526.and adjusted by the National Geodetic Survey in June 1991..
 CS2526
 CS2526.The geoid height was determined by GEOID03.
 CS2526
 CS2526.The dynamic height is computed by dividing the NAVD 88
 CS2526.geopotential number by the normal gravity value computed on the
 CS2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2526.degrees latitude (g = 980.6199 gals.).
 CS2526
 CS2526.The modeled gravity was interpolated from observed gravity values.
 CS2526
 CS2526;                    North         East    Units  Estimated Accuracy
 CS2526;SPC TXNC     - 2,138,970.      769,950.      MT  (+/- 180 meters Scaled)
 CS2526
 CS2526                          SUPERSEDED SURVEY CONTROL
 CS2526
 CS2526.No superseded survey control is available for this station.
 CS2526
 CS2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB166433(NAD 83)
 CS2526_MARKER: I = METAL ROD
 CS2526_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2526+WITH SETTING: INFORMATION.
 CS2526_SP_SET: SHALLOW-SET METAL ROD
 CS2526_STAMPING: C 1496 1986
 CS2526_MARK LOGO: NGS   
 CS2526_PROJECTION: FLUSH
 CS2526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2526_ROD/PIPE-DEPTH: 1.9  meters
 CS2526
 CS2526  HISTORY     - Date     Condition        Report By
 CS2526  HISTORY     - 1986     MONUMENTED       NGS
 CS2526  HISTORY     - 19991120 GOOD             USPSQD
 CS2526  HISTORY     - 20060130 POOR             GEOCAC
 CS2526
 CS2526                          STATION DESCRIPTION
 CS2526
 CS2526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2526'4.5 KM (2.8 MI) WEST FROM GARLAND.
 CS2526'4.5 KM (2.8 MI) WESTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD FROM
 CS2526'THE STATION IN GARLAND, 49.4 M (162.1 FT) WEST OF THE CENTERLINE OF
 CS2526'THE SOUTH BOUND LANES OF JUPITER ROAD, 15.2 M (49.9 FT) NORTH OF THE
 CS2526'NORTHEAST CORNER OF THE LOWES LUMBER COMPANY OFFICE, 14.8 M (48.6 FT)
 CS2526'SOUTHEAST OF THE NEAR RAIL, AND 1.4 M (4.6 FT) SOUTHWEST OF A UTILITY
 CS2526'POLE AND FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 CS2526'5-INCH LOGO CAP.
 CS2526'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CS2526'THE MARK IS 0.3 M BELOW THE TRACKS.
 CS2526
 CS2526                          STATION RECOVERY (1999)
 CS2526
 CS2526'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2526'RECOVERED IN GOOD CONDITION.
 CS2526
 CS2526                          STATION RECOVERY (2006)
 CS2526
 CS2526'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 CS2526'COVER AND ACCESS DOOR HAS BEEN SEPARATED FROM THE MARK'S ROD AND LEFT
 CS2526'IN EASEMENT SEVERAL YARDS NORTH OF ORIGINAL LOCATION.
 CS2526'A TELEPHONE COMPANY'S BOX HAS BEEN PLACED OVER THE ROD'S LOCATION SO I
 CS2526'CAN'T VERIFY ITS PRESENCE.
 CS2526'COVER IS STAMPED WITH 'C 1496 1986'
 CS2526'IMAGES OF CONDITION AVAILABLE AT
 CS2526'TINYURL.COM/9RG52
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1156 ***********************************************************************
 DM1156  DESIGNATION -  C 1497
 DM1156  PID         -  DM1156
 DM1156  STATE/COUNTY-  TX/BOWIE
 DM1156  USGS QUAD   -  TEXARKANA (1975)
 DM1156
 DM1156                         *CURRENT SURVEY CONTROL
 DM1156  ___________________________________________________________________
 DM1156* NAD 83(1986)-  33 28 13.     (N)    094 02 36.     (W)     SCALED    
 DM1156* NAVD 88     -       114.165  (meters)     374.56   (feet)  ADJUSTED  
 DM1156  ___________________________________________________________________
 DM1156  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM1156  DYNAMIC HT  -         114.044 (meters)     374.16  (feet)  COMP
 DM1156  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 DM1156
 DM1156  VERT ORDER  -  FIRST     CLASS II
 DM1156
 DM1156.The horizontal coordinates were scaled from a topographic map and have
 DM1156.an estimated accuracy of +/- 6 seconds.
 DM1156
 DM1156.The orthometric height was determined by differential leveling
 DM1156.and adjusted by the National Geodetic Survey in June 1991..
 DM1156
 DM1156.The geoid height was determined by GEOID03.
 DM1156
 DM1156.The dynamic height is computed by dividing the NAVD 88
 DM1156.geopotential number by the normal gravity value computed on the
 DM1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1156.degrees latitude (g = 980.6199 gals.).
 DM1156
 DM1156.The modeled gravity was interpolated from observed gravity values.
 DM1156
 DM1156;                    North         East    Units  Estimated Accuracy
 DM1156;SPC TXNC     - 2,208,790.    1,014,100.      MT  (+/- 180 meters Scaled)
 DM1156
 DM1156                          SUPERSEDED SURVEY CONTROL
 DM1156
 DM1156.No superseded survey control is available for this station.
 DM1156
 DM1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT030039(NAD 83)
 DM1156_MARKER: DB = BENCH MARK DISK
 DM1156_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM1156_SP_SET: BRIDGE ABUTMENT
 DM1156_STAMPING: C 1497 1985
 DM1156_MARK LOGO: NGS   
 DM1156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1156+STABILITY: POSITION/ELEVATION WELL
 DM1156
 DM1156  HISTORY     - Date     Condition        Report By
 DM1156  HISTORY     - 1985     MONUMENTED       NGS
 DM1156  HISTORY     - 19971025 GOOD             USPSQD
 DM1156
 DM1156                          STATION DESCRIPTION
 DM1156
 DM1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1156'IN TEXARKANA.
 DM1156'IN TEXARKANA, AT THE JUNCTION OF INTERSTATE HIGHWAY 30 AND STATELINE
 DM1156'AVENUE, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY 1 OF 3
 DM1156'COLUMNS OF THE 1ST PIER SOUTH OF THE NORTH ABUTMENT OF THE SOUTH
 DM1156'BOUND AVENUE OVERPASS OF THE HIGHWAY, 9.8 M (32.2 FT) NORTH OF THE
 DM1156'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 4.9 M (16.1
 DM1156'FT) WEST OF THE CENTER OF THE AVENUE.
 DM1156
 DM1156                          STATION RECOVERY (1997)
 DM1156
 DM1156'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1021 ***********************************************************************
 DN1021  DESIGNATION -  C 1498
 DN1021  PID         -  DN1021
 DN1021  STATE/COUNTY-  TX/HUNT
 DN1021  USGS QUAD   -  GREENVILLE SW (1962)
 DN1021
 DN1021                         *CURRENT SURVEY CONTROL
 DN1021  ___________________________________________________________________
 DN1021* NAD 83(1986)-  33 04 52.     (N)    096 12 12.     (W)     SCALED    
 DN1021* NAVD 88     -       164.164  (meters)     538.59   (feet)  ADJUSTED  
 DN1021  ___________________________________________________________________
 DN1021  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DN1021  DYNAMIC HT  -         163.984 (meters)     538.00  (feet)  COMP
 DN1021  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 DN1021
 DN1021  VERT ORDER  -  FIRST     CLASS II
 DN1021
 DN1021.The horizontal coordinates were scaled from a topographic map and have
 DN1021.an estimated accuracy of +/- 6 seconds.
 DN1021
 DN1021.The orthometric height was determined by differential leveling
 DN1021.and adjusted by the National Geodetic Survey in June 1991..
 DN1021
 DN1021.The geoid height was determined by GEOID03.
 DN1021
 DN1021.The dynamic height is computed by dividing the NAVD 88
 DN1021.geopotential number by the normal gravity value computed on the
 DN1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1021.degrees latitude (g = 980.6199 gals.).
 DN1021
 DN1021.The modeled gravity was interpolated from observed gravity values.
 DN1021
 DN1021;                    North         East    Units  Estimated Accuracy
 DN1021;SPC TXNC     - 2,159,190.      814,390.      MT  (+/- 180 meters Scaled)
 DN1021
 DN1021                          SUPERSEDED SURVEY CONTROL
 DN1021
 DN1021.No superseded survey control is available for this station.
 DN1021
 DN1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB610637(NAD 83)
 DN1021_MARKER: I = METAL ROD
 DN1021_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1021_SP_SET: STAINLESS STEEL ROD
 DN1021_STAMPING: C 1498 1986
 DN1021_MARK LOGO: NGS   
 DN1021_PROJECTION: FLUSH
 DN1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1021_ROD/PIPE-DEPTH: 6.1  meters
 DN1021
 DN1021  HISTORY     - Date     Condition        Report By
 DN1021  HISTORY     - 1986     MONUMENTED       NGS
 DN1021  HISTORY     - 19940422 GOOD             USPSQD
 DN1021
 DN1021                          STATION DESCRIPTION
 DN1021
 DN1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1021'3.0 KM (1.85 MI) NE FROM CADDO MILLS.
 DN1021'3.0 KM (1.85 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS WEST
 DN1021'JUNCTION WITH FARM ROAD 36 IN CADDO MILLS, 76.7 M (251.6 FT) SOUTHEAST
 DN1021'OF THE CENTERLINE OF THE HIGHWAY, 35.0 M (114.8 FT) NORTHWEST OF THE
 DN1021'NORTHWEST CORNER OF A HOUSE, 34.5 M (113.2 FT) SOUTHWEST OF THE CENTER
 DN1021'OF A GRAVELED ROAD LEADING SOUTHEAST, 15.5 M (50.9 FT) SOUTHEAST OF
 DN1021'THE NEAR RAIL OF THE MISSOURI KANSAS TEXAS RAILROAD, AND 0.9 M
 DN1021'(3.0 FT) SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 DN1021'HAD THROUGH A 5-INCH LOGO CAP.
 DN1021'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 DN1021'THE MARK IS 0.6 M BELOW THE TRACKS.
 DN1021
 DN1021                          STATION RECOVERY (1994)
 DN1021
 DN1021'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2562 ***********************************************************************
 CS2562  DESIGNATION -  C 1499
 CS2562  PID         -  CS2562
 CS2562  STATE/COUNTY-  TX/TARRANT
 CS2562  USGS QUAD   -  KENNEDALE (1981)
 CS2562
 CS2562                         *CURRENT SURVEY CONTROL
 CS2562  ___________________________________________________________________
 CS2562* NAD 83(1986)-  32 43 58.     (N)    097 09 55.     (W)     SCALED    
 CS2562* NAVD 88     -       152.054  (meters)     498.86   (feet)  ADJUSTED  
 CS2562  ___________________________________________________________________
 CS2562  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CS2562  DYNAMIC HT  -         151.878 (meters)     498.29  (feet)  COMP
 CS2562  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 CS2562
 CS2562  VERT ORDER  -  FIRST     CLASS II
 CS2562
 CS2562.The horizontal coordinates were scaled from a topographic map and have
 CS2562.an estimated accuracy of +/- 6 seconds.
 CS2562
 CS2562.The orthometric height was determined by differential leveling
 CS2562.and adjusted by the National Geodetic Survey in June 1991..
 CS2562
 CS2562.The geoid height was determined by GEOID03.
 CS2562
 CS2562.The dynamic height is computed by dividing the NAVD 88
 CS2562.geopotential number by the normal gravity value computed on the
 CS2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2562.degrees latitude (g = 980.6199 gals.).
 CS2562
 CS2562.The modeled gravity was interpolated from observed gravity values.
 CS2562
 CS2562;                    North         East    Units  Estimated Accuracy
 CS2562;SPC TXNC     - 2,119,020.      725,090.      MT  (+/- 180 meters Scaled)
 CS2562
 CS2562                          SUPERSEDED SURVEY CONTROL
 CS2562
 CS2562.No superseded survey control is available for this station.
 CS2562
 CS2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB719231(NAD 83)
 CS2562_MARKER: I = METAL ROD
 CS2562_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2562_SP_SET: STAINLESS STEEL ROD
 CS2562_STAMPING: C 1499 1986
 CS2562_MARK LOGO: NGS   
 CS2562_PROJECTION: FLUSH
 CS2562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2562_ROD/PIPE-DEPTH: 12.8 meters
 CS2562
 CS2562  HISTORY     - Date     Condition        Report By
 CS2562  HISTORY     - 1986     MONUMENTED       NGS
 CS2562  HISTORY     - 19960921 GOOD             USPSQD
 CS2562
 CS2562                          STATION DESCRIPTION
 CS2562
 CS2562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2562'IN ARLINGTON.
 CS2562'IN ARLINGTON, AT THE INTERSECTION OF DIVISION STREET AND WEST FORK
 CS2562'DRIVE, 57.6 M (189.0 FT) SOUTHWEST OF THE CENTERLINE OF THE DRIVE,
 CS2562'12.6 M (41.3 FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES
 CS2562'OF THE STREET, 11.0 M (36.1 FT) NORTHEAST OF THE CENTER OF THE
 CS2562'NORTHEAST ENTRANCE TO A PARKING LOT, 1.3 M (4.3 FT) SOUTHEAST OF A
 CS2562'FENCE, AND 0.7 M (2.3 FT) NORTHEAST OF A UTILITY POLE WITH A GUY WIRE.
 CS2562'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2562'THE MARK IS 0.2 M ABOVE THE STREET.
 CS2562
 CS2562                          STATION RECOVERY (1996)
 CS2562
 CS2562'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0030 ***********************************************************************
 CC0030  DESIGNATION -  C 15
 CC0030  PID         -  CC0030
 CC0030  STATE/COUNTY-  TX/MIDLAND
 CC0030  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0030
 CC0030                         *CURRENT SURVEY CONTROL
 CC0030  ___________________________________________________________________
 CC0030* NAD 83(1986)-  31 55 13.     (N)    102 13 13.     (W)     SCALED    
 CC0030* NAVD 88     -       874.896  (meters)    2870.39   (feet)  ADJUSTED  
 CC0030  ___________________________________________________________________
 CC0030  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CC0030  DYNAMIC HT  -         873.658 (meters)    2866.33  (feet)  COMP
 CC0030  MODELED GRAV-     979,194.7   (mgal)                       NAVD 88
 CC0030
 CC0030  VERT ORDER  -  FIRST     CLASS II
 CC0030
 CC0030.The horizontal coordinates were scaled from a topographic map and have
 CC0030.an estimated accuracy of +/- 6 seconds.
 CC0030
 CC0030.The orthometric height was determined by differential leveling
 CC0030.and adjusted by the National Geodetic Survey in June 1991..
 CC0030.WARNING-Repeat measurements at this control monument indicate possible
 CC0030.vertical movement.
 CC0030
 CC0030.The geoid height was determined by GEOID03.
 CC0030
 CC0030.The dynamic height is computed by dividing the NAVD 88
 CC0030.geopotential number by the normal gravity value computed on the
 CC0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0030.degrees latitude (g = 980.6199 gals.).
 CC0030
 CC0030.The modeled gravity was interpolated from observed gravity values.
 CC0030
 CC0030;                    North         East    Units  Estimated Accuracy
 CC0030;SPC TX C     - 3,251,350.      521,550.      MT  (+/- 180 meters Scaled)
 CC0030
 CC0030                          SUPERSEDED SURVEY CONTROL
 CC0030
 CC0030  NGVD 29 (??/??/92)  874.508  (m)         2869.11   (f) ADJ UNCH    1 2
 CC0030
 CC0030.Superseded values are not recommended for survey control.
 CC0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0030.See file dsdata.txt to determine how the superseded data were derived.
 CC0030
 CC0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR628349(NAD 83)
 CC0030_MARKER: Z = SEE DESCRIPTION
 CC0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0030+STABILITY: SURFACE MOTION
 CC0030
 CC0030  HISTORY     - Date     Condition        Report By
 CC0030  HISTORY     - UNK      MONUMENTED       CGS
 CC0030  HISTORY     - 1956     GOOD             NGS
 CC0030  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0030
 CC0030                          STATION DESCRIPTION
 CC0030
 CC0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0030'9.9 MI SW FROM MIDLAND.
 CC0030'9.9 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0030'STATION AT MIDLAND, AT WARFIELD, 96.6 FEET NORTHWEST OF THE NORTHWEST
 CC0030'RAIL OF THE MAIN TRACK, 75.2 FEET NORTHEAST OF THE NORTH CORNER OF THE
 CC0030'SECTION FOREMANS HOUSE, 86.8 FEET NORTHWEST OF THE STATION SIGN AT
 CC0030'WARFIELD, 52 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 CC0030'TRAFFIC LANE OF U.S. HIGHWAY 80, 1.5 FEET SOUTHWEST OF A WITNESS POST,
 CC0030'0.7 MILE NORTHEAST OF BENCH MARK P 1061, IN THE TOP OF A STONE POST
 CC0030'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0030
 CC0030                          STATION RECOVERY (1982)
 CC0030
 CC0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0638 ***********************************************************************
 BY0638  DESIGNATION -  C 15
 BY0638  PID         -  BY0638
 BY0638  STATE/COUNTY-  TX/ANGELINA
 BY0638  USGS QUAD   -  ROCKLAND (1984)
 BY0638
 BY0638                         *CURRENT SURVEY CONTROL
 BY0638  ___________________________________________________________________
 BY0638* NAD 83(1986)-  31 06 30.     (N)    094 26 12.     (W)     SCALED    
 BY0638* NAVD 88     -        56.71   (+/-2cm)     186.1    (feet)  VERTCON   
 BY0638  ___________________________________________________________________
 BY0638  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BY0638
 BY0638  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0638
 BY0638.The horizontal coordinates were scaled from a topographic map and have
 BY0638.an estimated accuracy of +/- 6 seconds.
 BY0638
 BY0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0638.The vertical order pertains to the NGVD 29 superseded value.
 BY0638
 BY0638.The geoid height was determined by GEOID03.
 BY0638
 BY0638;                    North         East    Units  Estimated Accuracy
 BY0638;SPC TX C     - 3,174,720.    1,262,190.      MT  (+/- 180 meters Scaled)
 BY0638
 BY0638                          SUPERSEDED SURVEY CONTROL
 BY0638
 BY0638  NGVD 29 (??/??/92)   56.730  (m)          186.12   (f) ADJ UNCH    2 0
 BY0638
 BY0638.Superseded values are not recommended for survey control.
 BY0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0638.See file dsdata.txt to determine how the superseded data were derived.
 BY0638
 BY0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ629424(NAD 83)
 BY0638_MARKER: DD = SURVEY DISK
 BY0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0638_STAMPING: C 15
 BY0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0638+STABILITY: SURFACE MOTION
 BY0638
 BY0638  HISTORY     - Date     Condition        Report By
 BY0638  HISTORY     - UNK      MONUMENTED       DOD
 BY0638  HISTORY     - 1949     GOOD             NGS
 BY0638  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0638
 BY0638                          STATION DESCRIPTION
 BY0638
 BY0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0638'4.20 MI NW FROM ZAVALLA.
 BY0638'3.65 MILES SOUTH ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0638'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 0.55 MILE NORTHWEST
 BY0638'ALONG A GRADED DIRT ROAD, 0.55 MILE NORTHWEST OF THE RICHEY GROCERY
 BY0638'STORE AT NANCY, ABOUT 600 FEET SOUTH ALONG A WOODS ROAD FROM A WOODEN
 BY0638'BRIDGE OVER SULPHUR BRANCH CREEK, 24.0 FEET EAST OF THE CENTER LINE OF
 BY0638'THE WOODS ROAD, 21.0 FEET NORTH OF A 14-INCH PINE TREE, 2.0 FEET NORTH
 BY0638'OF A DIM FOOT PATH, 1.4 FEET SOUTH OF A 4X4 REFERENCE POST, ABOUT 75
 BY0638'FEET (PACED) NORTH OF AN EAST-WEST FENCE LINE, SET IN THE TOP OF A
 BY0638'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY0638
 BY0638                          STATION RECOVERY (1979)
 BY0638
 BY0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0651 ***********************************************************************
 BZ0651  DESIGNATION -  C 150
 BZ0651  PID         -  BZ0651
 BZ0651  STATE/COUNTY-  TX/NAVARRO
 BZ0651  USGS QUAD   -  DAWSON (1978)
 BZ0651
 BZ0651                         *CURRENT SURVEY CONTROL
 BZ0651  ___________________________________________________________________
 BZ0651* NAD 83(1986)-  31 53 36.     (N)    096 43 02.     (W)     SCALED    
 BZ0651* NAVD 88     -       149.344  (meters)     489.97   (feet)  ADJUSTED  
 BZ0651  ___________________________________________________________________
 BZ0651  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BZ0651  DYNAMIC HT  -         149.167 (meters)     489.39  (feet)  COMP
 BZ0651  MODELED GRAV-     979,452.4   (mgal)                       NAVD 88
 BZ0651
 BZ0651  VERT ORDER  -  SECOND    CLASS 0
 BZ0651
 BZ0651.The horizontal coordinates were scaled from a topographic map and have
 BZ0651.an estimated accuracy of +/- 6 seconds.
 BZ0651
 BZ0651.The orthometric height was determined by differential leveling
 BZ0651.and adjusted by the National Geodetic Survey in June 1991..
 BZ0651
 BZ0651.The geoid height was determined by GEOID03.
 BZ0651
 BZ0651.The dynamic height is computed by dividing the NAVD 88
 BZ0651.geopotential number by the normal gravity value computed on the
 BZ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0651.degrees latitude (g = 980.6199 gals.).
 BZ0651
 BZ0651.The modeled gravity was interpolated from observed gravity values.
 BZ0651
 BZ0651;                    North         East    Units  Estimated Accuracy
 BZ0651;SPC TXNC     - 2,026,570.      768,660.      MT  (+/- 180 meters Scaled)
 BZ0651
 BZ0651                          SUPERSEDED SURVEY CONTROL
 BZ0651
 BZ0651  NGVD 29 (??/??/92)  149.313  (m)          489.87   (f) ADJ UNCH    2 0
 BZ0651
 BZ0651.Superseded values are not recommended for survey control.
 BZ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0651.See file dsdata.txt to determine how the superseded data were derived.
 BZ0651
 BZ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA158308(NAD 83)
 BZ0651_MARKER: DB = BENCH MARK DISK
 BZ0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0651_SP_SET: PEDESTAL
 BZ0651_STAMPING: C 150 1933
 BZ0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0651
 BZ0651  HISTORY     - Date     Condition        Report By
 BZ0651  HISTORY     - 1933     MONUMENTED       CGS
 BZ0651  HISTORY     - 1948     GOOD             NGS
 BZ0651  HISTORY     - 20020824 GOOD             USPSQD
 BZ0651
 BZ0651                          STATION DESCRIPTION
 BZ0651
 BZ0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0651'IN DAWSON.
 BZ0651'WEST END OF TOWN, ON TOP OF NORTH CORNER OF NORTHWEST CONCRETE
 BZ0651'PEDESTAL OF CITY WATER TOWER.  TABLET CEMENTED IN CONCRETE.
 BZ0651
 BZ0651                          STATION RECOVERY (1948)
 BZ0651
 BZ0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BZ0651'RECOVERED IN GOOD CONDITION.
 BZ0651
 BZ0651                          STATION RECOVERY (2002)
 BZ0651
 BZ0651'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 BZ0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5442 ***********************************************************************
 AW5442  DESIGNATION -  C 1500
 AW5442  PID         -  AW5442
 AW5442  STATE/COUNTY-  TX/HARRIS
 AW5442  USGS QUAD   -  CYPRESS (1995)
 AW5442
 AW5442                         *CURRENT SURVEY CONTROL
 AW5442  ___________________________________________________________________
 AW5442* NAD 83(1986)-  29 52 48.     (N)    095 42 36.     (W)     SCALED    
 AW5442* NAVD 88     -        41.755  (meters)     136.99   (feet)  ADJUSTED  
 AW5442  ___________________________________________________________________
 AW5442  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW5442  DYNAMIC HT  -          41.699 (meters)     136.81  (feet)  COMP
 AW5442  MODELED GRAV-     979,282.2   (mgal)                       NAVD 88
 AW5442
 AW5442  VERT ORDER  -  FIRST     CLASS II
 AW5442
 AW5442.The horizontal coordinates were scaled from a topographic map and have
 AW5442.an estimated accuracy of +/- 6 seconds.
 AW5442
 AW5442.The orthometric height was determined by differential leveling
 AW5442.and adjusted by the National Geodetic Survey in June 1991..
 AW5442
 AW5442.The geoid height was determined by GEOID03.
 AW5442
 AW5442.The dynamic height is computed by dividing the NAVD 88
 AW5442.geopotential number by the normal gravity value computed on the
 AW5442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5442.degrees latitude (g = 980.6199 gals.).
 AW5442
 AW5442.The modeled gravity was interpolated from observed gravity values.
 AW5442
 AW5442;                    North         East    Units  Estimated Accuracy
 AW5442;SPC TXSC     - 4,231,300.      917,750.      MT  (+/- 180 meters Scaled)
 AW5442
 AW5442                          SUPERSEDED SURVEY CONTROL
 AW5442
 AW5442  NGVD 29 (12/23/87)   41.748  (m)          136.97   (f) ADJUSTED    1 2
 AW5442
 AW5442.Superseded values are not recommended for survey control.
 AW5442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5442.See file dsdata.txt to determine how the superseded data were derived.
 AW5442
 AW5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP382085(NAD 83)
 AW5442_MARKER: I = METAL ROD
 AW5442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5442_SP_SET: STAINLESS STEEL ROD
 AW5442_STAMPING: C 1500 1986
 AW5442_MARK LOGO: NGS   
 AW5442_PROJECTION: RECESSED 2 CENTIMETERS
 AW5442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5442_ROD/PIPE-DEPTH: 8.2  meters
 AW5442
 AW5442  HISTORY     - Date     Condition        Report By
 AW5442  HISTORY     - 1986     MONUMENTED       NGS
 AW5442  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW5442
 AW5442                          STATION DESCRIPTION
 AW5442
 AW5442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5442'29.3 KM (18.2 MI) NE FROM KATY.
 AW5442'3.1 KM (1.95 MI) NORTH ALONG AVENUE D FROM ITS JUNCTION WITH U.S.
 AW5442'HIGHWAY 90 IN KATY, THENCE 13.2 KM (8.2 MI) NORTHERLY ALONG
 AW5442'KATY-HOCKLEY ROAD, THENCE 13.0 KM (8.05 MI) EASTERLY ALONG FARM ROAD
 AW5442'529, 16.6 M (54.5 FT) NORTH OF THE CENTERLINE OF THE ROAD, 5.7 M (18.7
 AW5442'FT) EAST OF THE CENTER OF THE SOUTH BOUND LANES OF GREENWOOD DRIVE,
 AW5442'5.6 M (18.4 FT) WEST OF THE CENTER OF THE NORTH BOUND LANES OF
 AW5442'GREENWOOD DRIVE, 0.8 M (2.6 FT) SOUTH OF THE SOUTH END OF A BRICK WALL
 AW5442'AND SIGN, AND 0.8 M (2.6 FT) NORTH OF A CURB AND THE SOUTH END OF A
 AW5442'DEVIDER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5442'CAP.
 AW5442'THE MARK IS 0.2 M ABOVE THE ROAD.
 AW5442
 AW5442                          STATION RECOVERY (2004)
 AW5442
 AW5442'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0973 ***********************************************************************
 DN0973  DESIGNATION -  C 1501
 DN0973  PID         -  DN0973
 DN0973  STATE/COUNTY-  TX/GRAYSON
 DN0973  USGS QUAD   -  DENISON DAM (1973)
 DN0973
 DN0973                         *CURRENT SURVEY CONTROL
 DN0973  ___________________________________________________________________
 DN0973* NAD 83(1986)-  33 46 21.     (N)    096 31 58.     (W)     SCALED    
 DN0973* NAVD 88     -       199.388  (meters)     654.16   (feet)  ADJUSTED  
 DN0973  ___________________________________________________________________
 DN0973  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DN0973  DYNAMIC HT  -         199.174 (meters)     653.46  (feet)  COMP
 DN0973  MODELED GRAV-     979,560.1   (mgal)                       NAVD 88
 DN0973
 DN0973  VERT ORDER  -  FIRST     CLASS II
 DN0973
 DN0973.The horizontal coordinates were scaled from a topographic map and have
 DN0973.an estimated accuracy of +/- 6 seconds.
 DN0973
 DN0973.The orthometric height was determined by differential leveling
 DN0973.and adjusted by the National Geodetic Survey in June 1991..
 DN0973
 DN0973.The geoid height was determined by GEOID03.
 DN0973
 DN0973.The dynamic height is computed by dividing the NAVD 88
 DN0973.geopotential number by the normal gravity value computed on the
 DN0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0973.degrees latitude (g = 980.6199 gals.).
 DN0973
 DN0973.The modeled gravity was interpolated from observed gravity values.
 DN0973
 DN0973;                    North         East    Units  Estimated Accuracy
 DN0973;SPC TXNC     - 2,235,230.      782,210.      MT  (+/- 180 meters Scaled)
 DN0973
 DN0973                          SUPERSEDED SURVEY CONTROL
 DN0973
 DN0973.No superseded survey control is available for this station.
 DN0973
 DN0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC284396(NAD 83)
 DN0973_MARKER: I = METAL ROD
 DN0973_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0973+WITH SETTING: INFORMATION.
 DN0973_SP_SET: SHALLOW-SET METAL ROD
 DN0973_STAMPING: C 1501 1986
 DN0973_MARK LOGO: NGS   
 DN0973_PROJECTION: FLUSH
 DN0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0973_ROD/PIPE-DEPTH: 2.4  meters
 DN0973
 DN0973  HISTORY     - Date     Condition        Report By
 DN0973  HISTORY     - 1986     MONUMENTED       NGS
 DN0973
 DN0973                          STATION DESCRIPTION
 DN0973
 DN0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0973'1.5 KM (0.95 MI) NORTH FROM DENISON.
 DN0973'1.5 KM (0.95 MI) NORTHERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION
 DN0973'WITH FARM ROAD 120 IN DENISON, 53.0 M (173.9 FT) SOUTH OF THE CENTER
 DN0973'OF THE MAIN ENTRANCE TO THE CALVARY CEMETERY, 16.0 M (52.5 FT) EAST OF
 DN0973'THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 7.5 M
 DN0973'(24.6 FT) SOUTHWEST OF AN EVERGREEN TREE.  NOTE--ACCESS TO DATUM POINT
 DN0973'IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0973'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DN0973'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1034 ***********************************************************************
 DN1034  DESIGNATION -  C 1502
 DN1034  PID         -  DN1034
 DN1034  STATE/COUNTY-  TX/MONTAGUE
 DN1034  USGS QUAD   -  STONEBURG (1976)
 DN1034
 DN1034                         *CURRENT SURVEY CONTROL
 DN1034  ___________________________________________________________________
 DN1034* NAD 83(1986)-  33 44 04.     (N)    097 55 20.     (W)     SCALED    
 DN1034* NAVD 88     -       268.459  (meters)     880.77   (feet)  ADJUSTED  
 DN1034  ___________________________________________________________________
 DN1034  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DN1034  DYNAMIC HT  -         268.166 (meters)     879.81  (feet)  COMP
 DN1034  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 DN1034
 DN1034  VERT ORDER  -  FIRST     CLASS II
 DN1034
 DN1034.The horizontal coordinates were scaled from a topographic map and have
 DN1034.an estimated accuracy of +/- 6 seconds.
 DN1034
 DN1034.The orthometric height was determined by differential leveling
 DN1034.and adjusted by the National Geodetic Survey in June 1991..
 DN1034
 DN1034.The geoid height was determined by GEOID03.
 DN1034
 DN1034.The dynamic height is computed by dividing the NAVD 88
 DN1034.geopotential number by the normal gravity value computed on the
 DN1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1034.degrees latitude (g = 980.6199 gals.).
 DN1034
 DN1034.The modeled gravity was interpolated from observed gravity values.
 DN1034
 DN1034;                    North         East    Units  Estimated Accuracy
 DN1034;SPC TXNC     - 2,229,450.      653,540.      MT  (+/- 180 meters Scaled)
 DN1034
 DN1034                          SUPERSEDED SURVEY CONTROL
 DN1034
 DN1034.No superseded survey control is available for this station.
 DN1034
 DN1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC998332(NAD 83)
 DN1034_MARKER: I = METAL ROD
 DN1034_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1034_SP_SET: STAINLESS STEEL ROD
 DN1034_STAMPING: C 1502 1986
 DN1034_MARK LOGO: NGS   
 DN1034_PROJECTION: PROJECTING 3 CENTIMETERS
 DN1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1034_ROD/PIPE-DEPTH: 5.5  meters
 DN1034
 DN1034  HISTORY     - Date     Condition        Report By
 DN1034  HISTORY     - 1986     MONUMENTED       NGS
 DN1034
 DN1034                          STATION DESCRIPTION
 DN1034
 DN1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1034'20.4 KM (12.7 MI) NORTH FROM BOWIE.
 DN1034'20.4 KM (12.65 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1034'WITH U.S. HIGHWAY 287 IN BOWIE, 15.0 M (49.2 FT) EAST-NORTHEAST OF THE
 DN1034'CENTERLINE OF THE HIGHWAY, 3.5 M (11.5 FT) SOUTH-SOUTHEAST OF A
 DN1034'HIGHWAY RIGHT-OF-WAY MARKER, AND 1.1 M (3.6 FT) NORTH OF A UTILITY
 DN1034'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1034'THE MARK IS 0.1 METERS  WSW FROM  A WITNESS POST AND FENCE
 DN1034'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5673 ***********************************************************************
 AW5673  DESIGNATION -  C 1503
 AW5673  PID         -  AW5673
 AW5673  STATE/COUNTY-  TX/HARRIS
 AW5673  USGS QUAD   -  LA PORTE (1982)
 AW5673
 AW5673                         *CURRENT SURVEY CONTROL
 AW5673  ___________________________________________________________________
 AW5673* NAD 83(1986)-  29 42 41.     (N)    095 07 24.     (W)     SCALED    
 AW5673* NAVD 88     -         7.667  (meters)      25.15   (feet)  ADJUSTED  
 AW5673  ___________________________________________________________________
 AW5673  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW5673  DYNAMIC HT  -           7.656 (meters)      25.12  (feet)  COMP
 AW5673  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 AW5673
 AW5673  VERT ORDER  -  FIRST     CLASS II
 AW5673
 AW5673.The horizontal coordinates were scaled from a topographic map and have
 AW5673.an estimated accuracy of +/- 6 seconds.
 AW5673
 AW5673.The orthometric height was determined by differential leveling
 AW5673.and adjusted by the National Geodetic Survey in June 1991..
 AW5673
 AW5673.The geoid height was determined by GEOID03.
 AW5673
 AW5673.The dynamic height is computed by dividing the NAVD 88
 AW5673.geopotential number by the normal gravity value computed on the
 AW5673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5673.degrees latitude (g = 980.6199 gals.).
 AW5673
 AW5673.The modeled gravity was interpolated from observed gravity values.
 AW5673
 AW5673;                    North         East    Units  Estimated Accuracy
 AW5673;SPC TXSC     - 4,214,360.      975,010.      MT  (+/- 180 meters Scaled)
 AW5673
 AW5673                          SUPERSEDED SURVEY CONTROL
 AW5673
 AW5673  NGVD 29 (12/23/87)    7.664  (m)           25.14   (f) ADJUSTED    1 2
 AW5673
 AW5673.Superseded values are not recommended for survey control.
 AW5673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5673.See file dsdata.txt to determine how the superseded data were derived.
 AW5673
 AW5673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945886(NAD 83)
 AW5673_MARKER: I = METAL ROD
 AW5673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5673_SP_SET: STAINLESS STEEL ROD
 AW5673_STAMPING: C 1503 1986
 AW5673_MARK LOGO: NGS   
 AW5673_PROJECTION: FLUSH
 AW5673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5673+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW5673_ROD/PIPE-DEPTH: 7.2  meters
 AW5673
 AW5673  HISTORY     - Date     Condition        Report By
 AW5673  HISTORY     - 1986     MONUMENTED       NGS
 AW5673  HISTORY     - 1987     GOOD             USPSQD
 AW5673  HISTORY     - 19970927 GOOD             USPSQD
 AW5673  HISTORY     - 19970929 GOOD             USPSQD
 AW5673  HISTORY     - 20040505 GOOD             USPSQD
 AW5673  HISTORY     - 20050705 GOOD             USPSQD
 AW5673
 AW5673                          STATION DESCRIPTION
 AW5673
 AW5673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5673'0.6 KM (0.4 MI) NORTH FROM DEER PARK.
 AW5673'0.6 KM (0.4 MI) NORTH ALONG CENTER STREET FROM THE POST OFFICE IN DEER
 AW5673'PARK TO THE SOUTHERN PACIFIC RAILROAD AND THE MARK ON THE RIGHT AT THE
 AW5673'JUNCTION OF STATE HIGHWAY 225 (EASTBOUND), 15.7 METERS (51.5 FT) EAST
 AW5673'OF THE EAST CURB OF CENTER STREET, 8.35 METERS (27.4 FT) NORTH OF THE
 AW5673'NORTH RAIL OF THE TRACKS, 6.23 METERS (20.5 FT) SOUTH OF THE SOUTH
 AW5673'CURB OF THE HIGHWAY, 1.46 METERS (4.8 FT) EAST OF A TELEGRAPH POLE.
 AW5673'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5673'THE MARK IS 1.0 METERS  E FROM  A WITNESS POST
 AW5673'THE MARK IS 0.18 M ABOVE HIGHWAY.
 AW5673
 AW5673                          STATION RECOVERY (1987)
 AW5673
 AW5673'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW5673'RECOVERED IN GOOD CONDITION.
 AW5673
 AW5673                          STATION RECOVERY (1997)
 AW5673
 AW5673'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5673'RECOVERED IN GOOD CONDITION.
 AW5673
 AW5673                          STATION RECOVERY (1997)
 AW5673
 AW5673'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5673'RECOVERED IN GOOD CONDITION.
 AW5673
 AW5673                          STATION RECOVERY (2004)
 AW5673
 AW5673'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5673'RECOVERED IN GOOD CONDITION.
 AW5673
 AW5673                          STATION RECOVERY (2005)
 AW5673
 AW5673'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5399 ***********************************************************************
 AW5399  DESIGNATION -  C 1504
 AW5399  PID         -  AW5399
 AW5399  STATE/COUNTY-  TX/HARRIS
 AW5399  USGS QUAD   -  BELLAIRE (1995)
 AW5399
 AW5399                         *CURRENT SURVEY CONTROL
 AW5399  ___________________________________________________________________
 AW5399* NAD 83(1986)-  29 38 41.     (N)    095 28 18.     (W)     SCALED    
 AW5399* NAVD 88     -        20.143  (meters)      66.09   (feet)  ADJUSTED  
 AW5399  ___________________________________________________________________
 AW5399  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW5399  DYNAMIC HT  -          20.116 (meters)      66.00  (feet)  COMP
 AW5399  MODELED GRAV-     979,275.6   (mgal)                       NAVD 88
 AW5399
 AW5399  VERT ORDER  -  FIRST     CLASS II
 AW5399
 AW5399.The horizontal coordinates were scaled from a topographic map and have
 AW5399.an estimated accuracy of +/- 6 seconds.
 AW5399
 AW5399.The orthometric height was determined by differential leveling
 AW5399.and adjusted by the National Geodetic Survey in September 1996..
 AW5399
 AW5399.The geoid height was determined by GEOID03.
 AW5399
 AW5399.The dynamic height is computed by dividing the NAVD 88
 AW5399.geopotential number by the normal gravity value computed on the
 AW5399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5399.degrees latitude (g = 980.6199 gals.).
 AW5399
 AW5399.The modeled gravity was interpolated from observed gravity values.
 AW5399
 AW5399;                    North         East    Units  Estimated Accuracy
 AW5399;SPC TXSC     - 4,205,900.      941,550.      MT  (+/- 180 meters Scaled)
 AW5399
 AW5399                          SUPERSEDED SURVEY CONTROL
 AW5399
 AW5399  NAVD 88 (06/15/91)   20.354  (m)           66.78   (f) UNKNOWN     1 2
 AW5399  NGVD 29 (12/23/87)   20.350  (m)           66.77   (f) ADJUSTED    1 2
 AW5399
 AW5399.Superseded values are not recommended for survey control.
 AW5399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5399.See file dsdata.txt to determine how the superseded data were derived.
 AW5399
 AW5399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN607819(NAD 83)
 AW5399_MARKER: I = METAL ROD
 AW5399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5399_SP_SET: STAINLESS STEEL ROD
 AW5399_STAMPING: C 1504 1986
 AW5399_MARK LOGO: NGS   
 AW5399_PROJECTION: FLUSH
 AW5399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5399_ROD/PIPE-DEPTH: 9.8  meters
 AW5399
 AW5399  HISTORY     - Date     Condition        Report By
 AW5399  HISTORY     - 1986     MONUMENTED       NGS
 AW5399  HISTORY     - 19940814 MARK NOT FOUND   USPSQD
 AW5399  HISTORY     - 19951009 POOR             CHANCE
 AW5399
 AW5399                          STATION DESCRIPTION
 AW5399
 AW5399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5399'8.5 KM (5.3 MI) NE FROM STAFFORD.
 AW5399'0.96 KM (0.6 MI) EAST ALONG MAIN STREET FROM THE JUNCTION OF STAFFORD
 AW5399'ROAD IN STAFFORD, THENCE 7.6 KM (4.7 MI) NORTHEAST ALONG US HIGHWAY 90
 AW5399'ALTERNATE, 0.81 KM (0.5 MI) SOUTHWEST OF THE JUNCTION OF SOUTH OAK
 AW5399'POST ROAD, 19.5 METERS (64.0 FT) NORTH OF THE CENTERLINE OF THE
 AW5399'HIGHWAY WESTBOUND, 11.6 METERS (38.0 FT) WEST OF THE RAILROAD MILEPOST
 AW5399'14, 5.0 METERS (16.3 FT) SOUTH OF THE SOUTH RAIL OF THE MAIN TRACKS OF
 AW5399'THE SOUTHERN PACIFIC RAILROAD, 6.4 METERS (21.0 FT) EAST OF THE
 AW5399'CENTERLINE OF AN ASPHALT ENTRANCE ROAD, 5.0 METERS (16.4 FT) NORTH OF
 AW5399'THE WEST END OF A METAL GUARD RAIL.  NOTE--ACCESS TO DATUM POINT IS
 AW5399'HAD THROUGH A 5-INCH LOGO CAP.
 AW5399'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AW5399'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 AW5399
 AW5399                          STATION RECOVERY (1994)
 AW5399
 AW5399'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5399'MARK NOT FOUND.
 AW5399
 AW5399                          STATION RECOVERY (1995)
 AW5399
 AW5399'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5399'RECOVERED BY JEC 1995 RECOVERED BY JEC 1995 RECOVERED IN FAIR
 AW5399'CONDITION AS DESCRIBED EXCEPT THE ASPHALT ENTRANCE ROAD HAS BEEN
 AW5399'MOSTLY DESTROYED.  NOTE= WITNESS POST, LOGO CAP AND 5-INCH PVC CASING
 AW5399'HAVE ALL BEEN DESTROYED.  ROD IS EXPOSED AND PROJECTS APPROXIMATELY
 AW5399'4-INCHES ABOVE GROUND.  ADDITIONAL TIES FOLLOW.  51.5 FT (15.7 M)
 AW5399'NORTHWEST OF THE NORTHERN EDGE OF WESTBOUND LANES OF US HIGHWAY 90
 AW5399'ALTERNATE.  51 FT (15.5 M) SOUTHEAST OF THE SOUTHEAST END OF A METAL
 AW5399'GUARDRAIL.  82.5 FT (25.1 M) SOUTHEAST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5470 ***********************************************************************
 AW5470  DESIGNATION -  C 1505
 AW5470  PID         -  AW5470
 AW5470  STATE/COUNTY-  TX/FORT BEND
 AW5470  USGS QUAD   -  SUGAR LAND (1995)
 AW5470
 AW5470                         *CURRENT SURVEY CONTROL
 AW5470  ___________________________________________________________________
 AW5470* NAD 83(1986)-  29 36 21.     (N)    095 38 05.     (W)     SCALED    
 AW5470* NAVD 88     -        24.274  (meters)      79.64   (feet)  ADJUSTED  
 AW5470  ___________________________________________________________________
 AW5470  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW5470  DYNAMIC HT  -          24.241 (meters)      79.53  (feet)  COMP
 AW5470  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 AW5470
 AW5470  VERT ORDER  -  FIRST     CLASS II
 AW5470
 AW5470.The horizontal coordinates were scaled from a topographic map and have
 AW5470.an estimated accuracy of +/- 6 seconds.
 AW5470
 AW5470.The orthometric height was determined by differential leveling
 AW5470.and adjusted by the National Geodetic Survey in June 1991..
 AW5470
 AW5470.The geoid height was determined by GEOID03.
 AW5470
 AW5470.The dynamic height is computed by dividing the NAVD 88
 AW5470.geopotential number by the normal gravity value computed on the
 AW5470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5470.degrees latitude (g = 980.6199 gals.).
 AW5470
 AW5470.The modeled gravity was interpolated from observed gravity values.
 AW5470
 AW5470;                    North         East    Units  Estimated Accuracy
 AW5470;SPC TXSC     - 4,201,130.      925,890.      MT  (+/- 180 meters Scaled)
 AW5470
 AW5470                          SUPERSEDED SURVEY CONTROL
 AW5470
 AW5470  NGVD 29 (12/23/87)   24.270  (m)           79.63   (f) ADJUSTED    1 2
 AW5470
 AW5470.Superseded values are not recommended for survey control.
 AW5470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5470.See file dsdata.txt to determine how the superseded data were derived.
 AW5470
 AW5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN448780(NAD 83)
 AW5470_MARKER: I = METAL ROD
 AW5470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5470_SP_SET: STAINLESS STEEL ROD
 AW5470_STAMPING: C 1505 1987
 AW5470_MARK LOGO: NGS   
 AW5470_PROJECTION: FLUSH
 AW5470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5470+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 AW5470_ROD/PIPE-DEPTH: 10.9 meters
 AW5470
 AW5470  HISTORY     - Date     Condition        Report By
 AW5470  HISTORY     - 1987     MONUMENTED       NGS
 AW5470  HISTORY     - 1987     GOOD             USPSQD
 AW5470  HISTORY     - 1987     GOOD             USPSQD
 AW5470  HISTORY     - 1989     GOOD             USPSQD
 AW5470  HISTORY     - 19980228 GOOD             USPSQD
 AW5470  HISTORY     - 19981121 GOOD             USPSQD
 AW5470  HISTORY     - 20040713 GOOD             USPSQD
 AW5470
 AW5470                          STATION DESCRIPTION
 AW5470
 AW5470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5470'1.3 KM (0.8 MI) SOUTH FROM SUGARLAND.
 AW5470'1.3 KM (0.8 MI) SOUTH ALONG STATE HIGHWAY 58 SPUR FROM THE JUNCTION OF
 AW5470'US HIGHWAY 90 ALTERNATE IN SUGARLAND, AT A POWERLINE CROSSING,
 AW5470'14.6 METERS (47.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 AW5470'17.1 METERS (56 FT) SOUTH OF THE SOUTH EDGE OF A CANAL, 18.3 METERS
 AW5470'(60.0 FT) SOUTH-SOUTHEAST OF THE SOUTHERNMOST METAL GUARD RAIL POST,
 AW5470'11.1 METERS (36.5 FT) WEST-NORTHWEST OF A TELEPHONE JUNCTION BOX,
 AW5470'6.4 METERS (21.0 FT) SOUTH OF THE CENTER OF A LOW LEVEE, 0.7 METER
 AW5470'(2.3 FT) WEST OF A GUYED POWER POLE.  NOTE--ACCESS TO DATUM POINT IS
 AW5470'HAD THROUGH A 5-INCH LOGO CAP.
 AW5470'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 AW5470
 AW5470                          STATION RECOVERY (1987)
 AW5470
 AW5470'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW5470'RECOVERED IN GOOD CONDITION.
 AW5470
 AW5470                          STATION RECOVERY (1987)
 AW5470
 AW5470'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW5470'RECOVERED IN GOOD CONDITION.
 AW5470
 AW5470                          STATION RECOVERY (1989)
 AW5470
 AW5470'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW5470'RECOVERED IN GOOD CONDITION.
 AW5470
 AW5470                          STATION RECOVERY (1998)
 AW5470
 AW5470'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5470'RECOVERED IN GOOD CONDITION.
 AW5470
 AW5470                          STATION RECOVERY (1998)
 AW5470
 AW5470'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5470'RECOVERED IN GOOD CONDITION.
 AW5470
 AW5470                          STATION RECOVERY (2004)
 AW5470
 AW5470'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5543 ***********************************************************************
 AW5543  DESIGNATION -  C 1506
 AW5543  PID         -  AW5543
 AW5543  STATE/COUNTY-  TX/FORT BEND
 AW5543  USGS QUAD   -  ORCHARD (1980)
 AW5543
 AW5543                         *CURRENT SURVEY CONTROL
 AW5543  ___________________________________________________________________
 AW5543* NAD 83(1986)-  29 30 37.     (N)    095 53 52.     (W)     SCALED    
 AW5543* NAVD 88     -        31.289  (meters)     102.65   (feet)  ADJUSTED  
 AW5543  ___________________________________________________________________
 AW5543  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW5543  DYNAMIC HT  -          31.246 (meters)     102.51  (feet)  COMP
 AW5543  MODELED GRAV-     979,259.1   (mgal)                       NAVD 88
 AW5543
 AW5543  VERT ORDER  -  FIRST     CLASS I
 AW5543
 AW5543.The horizontal coordinates were scaled from a topographic map and have
 AW5543.an estimated accuracy of +/- 6 seconds.
 AW5543
 AW5543.The orthometric height was determined by differential leveling
 AW5543.and adjusted by the National Geodetic Survey in June 1991..
 AW5543
 AW5543.The geoid height was determined by GEOID03.
 AW5543
 AW5543.The dynamic height is computed by dividing the NAVD 88
 AW5543.geopotential number by the normal gravity value computed on the
 AW5543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5543.degrees latitude (g = 980.6199 gals.).
 AW5543
 AW5543.The modeled gravity was interpolated from observed gravity values.
 AW5543
 AW5543;                    North         East    Units  Estimated Accuracy
 AW5543;SPC TXSC     - 4,189,840.      900,710.      MT  (+/- 180 meters Scaled)
 AW5543
 AW5543                          SUPERSEDED SURVEY CONTROL
 AW5543
 AW5543  NGVD 29 (12/23/87)   31.287  (m)          102.65   (f) ADJUSTED    1 1
 AW5543
 AW5543.Superseded values are not recommended for survey control.
 AW5543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5543.See file dsdata.txt to determine how the superseded data were derived.
 AW5543
 AW5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN190680(NAD 83)
 AW5543_MARKER: I = METAL ROD
 AW5543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5543_SP_SET: STAINLESS STEEL ROD
 AW5543_STAMPING: C 1506 1987
 AW5543_MARK LOGO: NGS   
 AW5543_PROJECTION: FLUSH
 AW5543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5543_ROD/PIPE-DEPTH: 4.8  meters
 AW5543
 AW5543  HISTORY     - Date     Condition        Report By
 AW5543  HISTORY     - 1987     MONUMENTED       NGS
 AW5543  HISTORY     - 19971122 GOOD             USPSQD
 AW5543
 AW5543                          STATION DESCRIPTION
 AW5543
 AW5543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5543'2.1 KM (1.3 MI) NE FROM BEASLEY.
 AW5543'1.6 KM (1.0 MI) NORTHEAST ALONG BUSINESS ROUTE 59 FROM THE POST OFFICE
 AW5543'IN BEASLEY, THENCE 0.5 KM (0.31 MI) NORTHEAST ALONG OLD US HIGHWAY 59,
 AW5543'15.2 METERS (50.0 FT) NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY,
 AW5543'14.5 METERS (47.5 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN
 AW5543'PACIFIC COMPANY RAILROAD, 8.7 METERS (28.8 FT) NORTH OF THE NORTHWEST
 AW5543'END OF THE NORTHEAST ABUTMENT OF A BRIDGE OVER COTTONWOOD CREEK, 2.7
 AW5543'METERS (9.0 FT) SOUTHWEST OF THE NORTHEAST 1 OF 2 POLES SUPPORTING
 AW5543'CABLES ACROSS THE CREEK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5543'5-INCH LOGO CAP.
 AW5543'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 AW5543'THE MARK IS 1.5 M BELOW THE ROAD.
 AW5543
 AW5543                          STATION RECOVERY (1997)
 AW5543
 AW5543'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5703 ***********************************************************************
 AW5703  DESIGNATION -  C 1507
 AW5703  PID         -  AW5703
 AW5703  STATE/COUNTY-  TX/GALVESTON
 AW5703  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5703
 AW5703                         *CURRENT SURVEY CONTROL
 AW5703  ___________________________________________________________________
 AW5703* NAD 83(1986)-  29 20 08.     (N)    094 55 54.     (W)     SCALED    
 AW5703* NAVD 88     -         1.857  (meters)       6.09   (feet)  ADJUSTED  
 AW5703  ___________________________________________________________________
 AW5703  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW5703  DYNAMIC HT  -           1.854 (meters)       6.08  (feet)  COMP
 AW5703  MODELED GRAV-     979,264.3   (mgal)                       NAVD 88
 AW5703
 AW5703  VERT ORDER  -  FIRST     CLASS II
 AW5703
 AW5703.The horizontal coordinates were scaled from a topographic map and have
 AW5703.an estimated accuracy of +/- 6 seconds.
 AW5703
 AW5703.The orthometric height was determined by differential leveling
 AW5703.and adjusted by the National Geodetic Survey in March 1997..
 AW5703
 AW5703.The geoid height was determined by GEOID03.
 AW5703
 AW5703.The dynamic height is computed by dividing the NAVD 88
 AW5703.geopotential number by the normal gravity value computed on the
 AW5703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5703.degrees latitude (g = 980.6199 gals.).
 AW5703
 AW5703.The modeled gravity was interpolated from observed gravity values.
 AW5703
 AW5703;                    North         East    Units  Estimated Accuracy
 AW5703;SPC TXSC     - 4,173,360.      994,990.      MT  (+/- 180 meters Scaled)
 AW5703
 AW5703                          SUPERSEDED SURVEY CONTROL
 AW5703
 AW5703  NAVD 88 (06/15/91)    1.853  (m)            6.08   (f) UNKNOWN     1 2
 AW5703  NGVD 29 (12/23/87)    1.850  (m)            6.07   (f) ADJUSTED    1 2
 AW5703
 AW5703.Superseded values are not recommended for survey control.
 AW5703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5703.See file dsdata.txt to determine how the superseded data were derived.
 AW5703
 AW5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN124467(NAD 83)
 AW5703_MARKER: I = METAL ROD
 AW5703_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5703_SP_SET: STAINLESS STEEL ROD
 AW5703_STAMPING: C 1507 1987
 AW5703_MARK LOGO: NGS   
 AW5703_PROJECTION: FLUSH
 AW5703_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5703+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1996
 AW5703_ROD/PIPE-DEPTH: 7.3  meters
 AW5703
 AW5703  HISTORY     - Date     Condition        Report By
 AW5703  HISTORY     - 1987     MONUMENTED       NGS
 AW5703  HISTORY     - 1987     GOOD             USPSQD
 AW5703  HISTORY     - 1988     GOOD             USPSQD
 AW5703  HISTORY     - 1988     GOOD             USPSQD
 AW5703  HISTORY     - 1988     GOOD             USPSQD
 AW5703  HISTORY     - 1988     GOOD             USPSQD
 AW5703  HISTORY     - 1988     GOOD             USPSQD
 AW5703  HISTORY     - 1988     GOOD             USPSQD
 AW5703  HISTORY     - 1988     GOOD             USPSQD
 AW5703  HISTORY     - 1990     POOR             USPSQD
 AW5703  HISTORY     - 1991     GOOD             USPSQD
 AW5703  HISTORY     - 19910407 POOR             USPSQD
 AW5703  HISTORY     - 19940326 GOOD             USPSQD
 AW5703  HISTORY     - 19961204 GOOD             NGS
 AW5703  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW5703  HISTORY     - 20060221 POOR             JCLS
 AW5703
 AW5703                          STATION DESCRIPTION
 AW5703
 AW5703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5703'4.7 KM (2.9 MI) NW FROM VIRGINIA POINT.
 AW5703'0.8 KM (0.5 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 AW5703'RAILROAD FROM THE SIGNAL STATION IN VIRGINIA POINT, THENCE 3.9 KM (2.4
 AW5703'MI) NORTHWEST ALONG FRONTAGE ROAD ON THE EAST SIDE OF INTERSTATE 45 TO
 AW5703'THE JUNCTION OF STATE HIGHWAY 3 AND THE MARK ON THE LEFT.  ALSO 6.3 KM
 AW5703'(3.9 MI) SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF FARM
 AW5703'ROAD 1765 IN LA MARQUE, 14.4 METERS (47.5 FT) NORTH OF THE CENTERLINE
 AW5703'OF THE EASTBOUND LANE OF STATE HIGHWAY 3, 9.4 METERS (31.0 FT) SOUTH
 AW5703'OF THE CENTERLINE OF THE WESTBOUND LANE OF STATE HIGHWAY 3, 13.1
 AW5703'METERS (43.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A HEADWALL OF A
 AW5703'DOUBLE ROUND CULVERT, 2.8 METERS (9.4 FT) SOUTHWEST OF THE WEST END OF
 AW5703'A CHAIN LINK FENCE OVER A METAL GUARDRAIL.  NOTE--ACCESS TO DATUM
 AW5703'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5703'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 AW5703'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AW5703
 AW5703                          STATION RECOVERY (1987)
 AW5703
 AW5703'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW5703'RECOVERED IN GOOD CONDITION.
 AW5703
 AW5703                          STATION RECOVERY (1988)
 AW5703
 AW5703'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW5703'RECOVERED IN GOOD CONDITION.
 AW5703
 AW5703                          STATION RECOVERY (1988)
 AW5703
 AW5703'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW5703'RECOVERED IN GOOD CONDITION.
 AW5703
 AW5703                          STATION RECOVERY (1988)
 AW5703
 AW5703'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW5703'RECOVERED IN GOOD CONDITION.
 AW5703
 AW5703                          STATION RECOVERY (1988)
 AW5703
 AW5703'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW5703'RECOVERED IN GOOD CONDITION.
 AW5703
 AW5703                          STATION RECOVERY (1988)
 AW5703
 AW5703'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW5703'RECOVERED IN GOOD CONDITION.
 AW5703
 AW5703                          STATION RECOVERY (1988)
 AW5703
 AW5703'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW5703'RECOVERED IN GOOD CONDITION.
 AW5703
 AW5703                          STATION RECOVERY (1988)
 AW5703
 AW5703'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW5703'RECOVERED IN GOOD CONDITION.
 AW5703
 AW5703                          STATION RECOVERY (1990)
 AW5703
 AW5703'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW5703'MARK RECOVERED IN POOR CONDITION.
 AW5703
 AW5703                          STATION RECOVERY (1991)
 AW5703
 AW5703'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW5703'RECOVERED IN GOOD CONDITION.
 AW5703
 AW5703                          STATION RECOVERY (1991)
 AW5703
 AW5703'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW5703'MARK RECOVERED IN POOR CONDITION.
 AW5703
 AW5703                          STATION RECOVERY (1994)
 AW5703
 AW5703'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5703'RECOVERED IN GOOD CONDITION.
 AW5703
 AW5703                          STATION RECOVERY (1996)
 AW5703
 AW5703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5703'0.3 KM (0.20 MI) SOUTHERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW5703'STATE HIGHWAY LOOP 197 IN LA MARQUE, 13.3 M (43.6 FT) NORTHWEST OF THE
 AW5703'NORTH END OF THE WEST HEADWALL OF A CULVERT UNDER THE NORTHBOUND LANES
 AW5703'OF THE HIGHWAY, 11.4 M (37.4 FT) WEST OF AND LEVEL WITH THE NORTHBOUND
 AW5703'LANES OF THE HIGHWAY, 3.8 M (12.5 FT) NORTHEAST OF THE NORTHWEST
 AW5703'CORNER OF A 10 BY 12-FOOT CHAIN-LINK FENCE ENCLOSURE, AND 2.2 M (7.2
 AW5703'FT) EAST OF A WITNESS POST AND A GUARD RAIL.  NOTE--ACCESS TO THE
 AW5703'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AW5703
 AW5703                          STATION RECOVERY (2005)
 AW5703
 AW5703'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5703'MARK NOT FOUND.
 AW5703
 AW5703                          STATION RECOVERY (2006)
 AW5703
 AW5703'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AW5703'CONCRETE AND CASING HAVE TAKEN A HIT AND ARE NOW LEANED OVER.  ROD IS
 AW5703'COVERED OVER BY THE CASING AND LOGO CAP IS MISSING.  ROD ITSELF MAY BE
 AW5703'UNDISTURBED, HOWEVER IT IS UNUSABLE IN IT'S CURRENT STATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5577 ***********************************************************************
 AW5577  DESIGNATION -  C 1508
 AW5577  PID         -  AW5577
 AW5577  STATE/COUNTY-  TX/GALVESTON
 AW5577  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5577
 AW5577                         *CURRENT SURVEY CONTROL
 AW5577  ___________________________________________________________________
 AW5577* NAD 83(1986)-  29 21 30.     (N)    094 55 45.     (W)     SCALED    
 AW5577* NAVD 88     -         1.247  (meters)       4.09   (feet)  ADJUSTED  
 AW5577  ___________________________________________________________________
 AW5577  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW5577  DYNAMIC HT  -           1.245 (meters)       4.08  (feet)  COMP
 AW5577  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 AW5577
 AW5577  VERT ORDER  -  FIRST     CLASS II
 AW5577
 AW5577.The horizontal coordinates were scaled from a topographic map and have
 AW5577.an estimated accuracy of +/- 6 seconds.
 AW5577
 AW5577.The orthometric height was determined by differential leveling
 AW5577.and adjusted by the National Geodetic Survey in June 1991..
 AW5577
 AW5577.The geoid height was determined by GEOID03.
 AW5577
 AW5577.The dynamic height is computed by dividing the NAVD 88
 AW5577.geopotential number by the normal gravity value computed on the
 AW5577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5577.degrees latitude (g = 980.6199 gals.).
 AW5577
 AW5577.The modeled gravity was interpolated from observed gravity values.
 AW5577
 AW5577;                    North         East    Units  Estimated Accuracy
 AW5577;SPC TXSC     - 4,175,890.      995,150.      MT  (+/- 180 meters Scaled)
 AW5577
 AW5577                          SUPERSEDED SURVEY CONTROL
 AW5577
 AW5577  NGVD 29 (12/23/87)    1.244  (m)            4.08   (f) ADJUSTED    1 2
 AW5577
 AW5577.Superseded values are not recommended for survey control.
 AW5577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5577.See file dsdata.txt to determine how the superseded data were derived.
 AW5577
 AW5577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN127492(NAD 83)
 AW5577_MARKER: I = METAL ROD
 AW5577_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5577_SP_SET: STAINLESS STEEL ROD
 AW5577_STAMPING: C 1508 1987
 AW5577_MARK LOGO: NGS   
 AW5577_PROJECTION: RECESSED 2 CENTIMETERS
 AW5577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5577_ROD/PIPE-DEPTH: 18.3 meters
 AW5577
 AW5577  HISTORY     - Date     Condition        Report By
 AW5577  HISTORY     - 1987     MONUMENTED       NGS
 AW5577  HISTORY     - 1990     GOOD             USPSQD
 AW5577  HISTORY     - 19910414 GOOD             USPSQD
 AW5577  HISTORY     - 19940326 GOOD             USPSQD
 AW5577
 AW5577                          STATION DESCRIPTION
 AW5577
 AW5577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5577'5.0 KM (3.1 MI) SE FROM LA MARQUE.
 AW5577'3.0 KM (1.85 MI) SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW5577'FARM ROAD 1765 IN LA MARQUE, THENCE 2.0 KM (1.25 MI) EAST ALONG FARM
 AW5577'ROAD 519, 15.5 M (50.9 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 11.7 M
 AW5577'(38.4 FT) EAST OF THE CENTER OF THE AMOCO CHEMICAL CORPORATION GATE 20
 AW5577'AND ENTRANCE ROAD, AND 1.9 M (6.2 FT) EAST OF A FENCE CORNER.
 AW5577'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5577'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AW5577'THE MARK IS 0.3 M BELOW THE ROAD.
 AW5577
 AW5577                          STATION RECOVERY (1990)
 AW5577
 AW5577'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW5577'RECOVERED IN GOOD CONDITION.
 AW5577
 AW5577                          STATION RECOVERY (1991)
 AW5577
 AW5577'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW5577'RECOVERED IN GOOD CONDITION.
 AW5577
 AW5577                          STATION RECOVERY (1994)
 AW5577
 AW5577'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5652 ***********************************************************************
 AW5652  DESIGNATION -  C 1509
 AW5652  PID         -  AW5652
 AW5652  STATE/COUNTY-  TX/HARRIS
 AW5652  USGS QUAD   -  JACINTO CITY (1982)
 AW5652
 AW5652                         *CURRENT SURVEY CONTROL
 AW5652  ___________________________________________________________________
 AW5652* NAD 83(1986)-  29 47 14.     (N)    095 13 07.     (W)     SCALED    
 AW5652* NAVD 88     -         9.227  (meters)      30.27   (feet)  ADJUSTED  
 AW5652  ___________________________________________________________________
 AW5652  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW5652  DYNAMIC HT  -           9.214 (meters)      30.23  (feet)  COMP
 AW5652  MODELED GRAV-     979,290.0   (mgal)                       NAVD 88
 AW5652
 AW5652  VERT ORDER  -  FIRST     CLASS II
 AW5652
 AW5652.The horizontal coordinates were scaled from a topographic map and have
 AW5652.an estimated accuracy of +/- 6 seconds.
 AW5652
 AW5652.The orthometric height was determined by differential leveling
 AW5652.and adjusted by the National Geodetic Survey in June 1991..
 AW5652
 AW5652.The geoid height was determined by GEOID03.
 AW5652
 AW5652.The dynamic height is computed by dividing the NAVD 88
 AW5652.geopotential number by the normal gravity value computed on the
 AW5652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5652.degrees latitude (g = 980.6199 gals.).
 AW5652
 AW5652.The modeled gravity was interpolated from observed gravity values.
 AW5652
 AW5652;                    North         East    Units  Estimated Accuracy
 AW5652;SPC TXSC     - 4,222,450.      965,530.      MT  (+/- 180 meters Scaled)
 AW5652
 AW5652                          SUPERSEDED SURVEY CONTROL
 AW5652
 AW5652  NGVD 29 (12/23/87)    9.224  (m)           30.26   (f) ADJUSTED    1 2
 AW5652
 AW5652.Superseded values are not recommended for survey control.
 AW5652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5652.See file dsdata.txt to determine how the superseded data were derived.
 AW5652
 AW5652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN855972(NAD 83)
 AW5652_MARKER: I = METAL ROD
 AW5652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5652_SP_SET: STAINLESS STEEL ROD
 AW5652_STAMPING: C 1509 1986
 AW5652_MARK LOGO: NGS   
 AW5652_PROJECTION: RECESSED 2 CENTIMETERS
 AW5652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5652_ROD/PIPE-DEPTH: 8.5  meters
 AW5652
 AW5652  HISTORY     - Date     Condition        Report By
 AW5652  HISTORY     - 1986     MONUMENTED       NGS
 AW5652  HISTORY     - 19940911 GOOD             USPSQD
 AW5652  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW5652
 AW5652                          STATION DESCRIPTION
 AW5652
 AW5652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5652'4.2 KM (2.6 MI) NW FROM GREENS BAYOU.
 AW5652'1.9 KM (1.2 MI) WESTERLY ALONG MARKET STREET FROM THE MARKET STREET
 AW5652'BAPTIST CHURCH IN GREENS BAYOU, THENCE 2.3 KM (1.45 MI) NORTHERLY
 AW5652'ALONG MAXEY ROAD, 30.8 M (101.0 FT) SOUTH OF THE CENTER OF THE SOUTH
 AW5652'ENTRANCE TO THE GREENS BAYOU ASSEMBLY OF GOD CHURCH, 16.8 M (55.1 FT)
 AW5652'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE ROAD, AND 1.6 M
 AW5652'(5.2 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5652'THROUGH A 5-INCH LOGO CAP.
 AW5652'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5652
 AW5652                          STATION RECOVERY (1994)
 AW5652
 AW5652'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5652'RECOVERED IN GOOD CONDITION.
 AW5652
 AW5652                          STATION RECOVERY (1999)
 AW5652
 AW5652'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0524 ***********************************************************************
 CR0524  DESIGNATION -  C 151
 CR0524  PID         -  CR0524
 CR0524  STATE/COUNTY-  TX/HENDERSON
 CR0524  USGS QUAD   -  ATHENS (1984)
 CR0524
 CR0524                         *CURRENT SURVEY CONTROL
 CR0524  ___________________________________________________________________
 CR0524* NAD 83(1986)-  32 12 29.     (N)    095 50 54.     (W)     SCALED    
 CR0524* NAVD 88     -       145.237  (meters)     476.50   (feet)  ADJUSTED  
 CR0524  ___________________________________________________________________
 CR0524  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0524  DYNAMIC HT  -         145.068 (meters)     475.94  (feet)  COMP
 CR0524  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 CR0524
 CR0524  VERT ORDER  -  SECOND    CLASS 0
 CR0524
 CR0524.The horizontal coordinates were scaled from a topographic map and have
 CR0524.an estimated accuracy of +/- 6 seconds.
 CR0524
 CR0524.The orthometric height was determined by differential leveling
 CR0524.and adjusted by the National Geodetic Survey in June 1991..
 CR0524
 CR0524.The geoid height was determined by GEOID03.
 CR0524
 CR0524.The dynamic height is computed by dividing the NAVD 88
 CR0524.geopotential number by the normal gravity value computed on the
 CR0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0524.degrees latitude (g = 980.6199 gals.).
 CR0524
 CR0524.The modeled gravity was interpolated from observed gravity values.
 CR0524
 CR0524;                    North         East    Units  Estimated Accuracy
 CR0524;SPC TXNC     - 2,063,190.      849,970.      MT  (+/- 180 meters Scaled)
 CR0524
 CR0524                          SUPERSEDED SURVEY CONTROL
 CR0524
 CR0524  NGVD 29 (??/??/92)  145.245  (m)          476.52   (f) ADJ UNCH    2 0
 CR0524
 CR0524.Superseded values are not recommended for survey control.
 CR0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0524.See file dsdata.txt to determine how the superseded data were derived.
 CR0524
 CR0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR315670(NAD 83)
 CR0524_MARKER: DB = BENCH MARK DISK
 CR0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0524_SP_SET: FOOTING
 CR0524_STAMPING: C-151 1934
 CR0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0524
 CR0524  HISTORY     - Date     Condition        Report By
 CR0524  HISTORY     - 1934     MONUMENTED       CGS
 CR0524  HISTORY     - 19980613 MARK NOT FOUND   USPSQD
 CR0524
 CR0524                          STATION DESCRIPTION
 CR0524
 CR0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0524'0.3 MI SE FROM ATHENS.
 CR0524'0.3 MILES SOUTHEAST OF, ALONG S.L. AND S.W.R.R.  500 FEET NORTHEAST OF
 CR0524'125 FOOT TALL WATER TOWER, 260 FEET EAST OF STREET CROSSING, 100 FEET
 CR0524'EAST OF THE INTERSECTION OF THE S.L. AND S.W.R.R. AND T. AND N.O.R.R.,
 CR0524'6 FEET SOUTH OF T. AND N.O.R.R. TRACK IN NORTHEAST CORNER OF CONCRETE
 CR0524'FOOTING OF WATER SPOUT FOR FILLING LOCOMOTIVES.  TABLET SET HORIZONTAL
 CR0524'IN CONCRETE STAMPED, C-151, 1934.
 CR0524
 CR0524                          STATION RECOVERY (1998)
 CR0524
 CR0524'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5574 ***********************************************************************
 AW5574  DESIGNATION -  C 1510
 AW5574  PID         -  AW5574
 AW5574  STATE/COUNTY-  TX/HARRIS
 AW5574  USGS QUAD   -  ALDINE (1995)
 AW5574
 AW5574                         *CURRENT SURVEY CONTROL
 AW5574  ___________________________________________________________________
 AW5574* NAD 83(1986)-  29 56 31.     (N)    095 22 56.     (W)     SCALED    
 AW5574* NAVD 88     -        23.480  (meters)      77.03   (feet)  ADJUSTED  
 AW5574  ___________________________________________________________________
 AW5574  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW5574  DYNAMIC HT  -          23.448 (meters)      76.93  (feet)  COMP
 AW5574  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 AW5574
 AW5574  VERT ORDER  -  FIRST     CLASS II
 AW5574
 AW5574.The horizontal coordinates were scaled from a topographic map and have
 AW5574.an estimated accuracy of +/- 6 seconds.
 AW5574
 AW5574.The orthometric height was determined by differential leveling
 AW5574.and adjusted by the National Geodetic Survey in September 1996..
 AW5574
 AW5574.The geoid height was determined by GEOID03.
 AW5574
 AW5574.The dynamic height is computed by dividing the NAVD 88
 AW5574.geopotential number by the normal gravity value computed on the
 AW5574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5574.degrees latitude (g = 980.6199 gals.).
 AW5574
 AW5574.The modeled gravity was interpolated from observed gravity values.
 AW5574
 AW5574;                    North         East    Units  Estimated Accuracy
 AW5574;SPC TXSC     - 4,239,100.      949,190.      MT  (+/- 180 meters Scaled)
 AW5574
 AW5574                          SUPERSEDED SURVEY CONTROL
 AW5574
 AW5574  NAVD 88 (06/15/91)   23.782  (m)           78.02   (f) UNKNOWN     1 2
 AW5574  NGVD 29 (12/23/87)   23.779  (m)           78.01   (f) ADJUSTED    1 2
 AW5574
 AW5574.Superseded values are not recommended for survey control.
 AW5574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5574.See file dsdata.txt to determine how the superseded data were derived.
 AW5574
 AW5574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP700147(NAD 83)
 AW5574_MARKER: I = METAL ROD
 AW5574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5574_SP_SET: STAINLESS STEEL ROD
 AW5574_STAMPING: C 1510 1987
 AW5574_MARK LOGO: NGS   
 AW5574_PROJECTION: FLUSH
 AW5574_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5574+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW5574_ROD/PIPE-DEPTH: 6.7  meters
 AW5574
 AW5574  HISTORY     - Date     Condition        Report By
 AW5574  HISTORY     - 1987     MONUMENTED       NGS
 AW5574  HISTORY     - 19951007 GOOD             CHANCE
 AW5574  HISTORY     - 20040927 GOOD             USPSQD
 AW5574
 AW5574                          STATION DESCRIPTION
 AW5574
 AW5574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5574'15.4 KM (9.55 MI) SOUTH FROM SPRING.
 AW5574'15.4 KM (9.55 MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AW5574'ITS JUNCTION WITH SPRING SCHOOL ROAD IN SPRING, 82.3 M (270.0 FT) EAST
 AW5574'OF THE NEAR RAIL, 8.2 M (26.9 FT) EAST OF THE CENTERLINE OF EAST HARDY
 AW5574'ROAD, 8.2 M (26.9 FT) NORTH OF THE CENTERLINE OF FINESSE DRIVE, AND
 AW5574'1.4 M (4.6 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 AW5574'STORM DRAIN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5574'CAP.
 AW5574'THE MARK IS 0.2 M ABOVE THE ROAD.
 AW5574
 AW5574                          STATION RECOVERY (1995)
 AW5574
 AW5574'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5574'RECOVERED BY JEC 1995 RECOVERED AS DESCRIBED EXCEPT THE REFERNCE TO
 AW5574'THE CENTERLINE OF FINESSE DRIVE SHOULD BE 21.5 FT (6.6 M) NOT 26.9 FT
 AW5574'(8.2 M) .  ADDITIONAL TIES FOLLOW.  1.5 FT (0.5 M) WEST OF A STOP
 AW5574'SIGN.  130.5 FT (39.8 M) SOUTH OF UTILITY POLE MARKED B6.  37.5 FT
 AW5574'(11.4 M) WEST OF THE CENTERLINE OF A SMALL GRAVEL DRIVEWAY.  50.5 FT
 AW5574'(15.4 M) NORTHWEST OF 30 MILE (48.3 KM) PER HOUR SPEED LIMIT SIGN.
 AW5574
 AW5574                          STATION RECOVERY (2004)
 AW5574
 AW5574'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5646 ***********************************************************************
 AW5646  DESIGNATION -  C 1511
 AW5646  PID         -  AW5646
 AW5646  STATE/COUNTY-  TX/HARRIS
 AW5646  USGS QUAD   -  SETTEGAST (1995)
 AW5646
 AW5646                         *CURRENT SURVEY CONTROL
 AW5646  ___________________________________________________________________
 AW5646* NAD 83(1986)-  29 51 00.     (N)    095 15 45.     (W)     SCALED    
 AW5646* NAVD 88     -        13.280  (meters)      43.57   (feet)  ADJUSTED  
 AW5646  ___________________________________________________________________
 AW5646  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW5646  DYNAMIC HT  -          13.262 (meters)      43.51  (feet)  COMP
 AW5646  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 AW5646
 AW5646  VERT ORDER  -  FIRST     CLASS II
 AW5646
 AW5646.The horizontal coordinates were scaled from a topographic map and have
 AW5646.an estimated accuracy of +/- 6 seconds.
 AW5646
 AW5646.The orthometric height was determined by differential leveling
 AW5646.and adjusted by the National Geodetic Survey in June 1991..
 AW5646
 AW5646.The geoid height was determined by GEOID03.
 AW5646
 AW5646.The dynamic height is computed by dividing the NAVD 88
 AW5646.geopotential number by the normal gravity value computed on the
 AW5646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5646.degrees latitude (g = 980.6199 gals.).
 AW5646
 AW5646.The modeled gravity was interpolated from observed gravity values.
 AW5646
 AW5646;                    North         East    Units  Estimated Accuracy
 AW5646;SPC TXSC     - 4,229,270.      961,060.      MT  (+/- 180 meters Scaled)
 AW5646
 AW5646                          SUPERSEDED SURVEY CONTROL
 AW5646
 AW5646  NGVD 29 (12/23/87)   13.277  (m)           43.56   (f) ADJUSTED    1 2
 AW5646
 AW5646.Superseded values are not recommended for survey control.
 AW5646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5646.See file dsdata.txt to determine how the superseded data were derived.
 AW5646
 AW5646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP814043(NAD 83)
 AW5646_MARKER: I = METAL ROD
 AW5646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5646_SP_SET: STAINLESS STEEL ROD
 AW5646_STAMPING: C 1511 1987
 AW5646_MARK LOGO: NGS   
 AW5646_PROJECTION: RECESSED 1 CENTIMETERS
 AW5646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5646_ROD/PIPE-DEPTH: 6.1  meters
 AW5646
 AW5646  HISTORY     - Date     Condition        Report By
 AW5646  HISTORY     - 1987     MONUMENTED       NGS
 AW5646
 AW5646                          STATION DESCRIPTION
 AW5646
 AW5646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5646'IN HOUSTON.
 AW5646'IN HOUSTON, AT THE INTERSECTION OF MESA AND TIDWELL ROADS, NEAR THE
 AW5646'SOUTHWEST CORNER OF THE EAST LAWN OF A KENTUCKY FRIED CHICKEN
 AW5646'RESTAURANT, 30.6 M (100.4 FT) SOUTH OF THE CENTER OF A DRIVEWAY,
 AW5646'18.5 M (60.7 FT) WEST OF THE CENTER OF MESA ROAD, 16.0 M (52.5 FT)
 AW5646'NORTH OF THE CENTERLINE OF TIDWELL ROAD, 11.3 M (37.1 FT) EAST OF THE
 AW5646'CENTER OF A DRIVEWAY, AND 0.6 M (2.0 FT) EAST OF THE MOST
 AW5646'SOUTHEASTERLY 1 OF 2 STEEL SIGN POLES.  NOTE--ACCESS TO DATUM POINT IS
 AW5646'HAD THROUGH A 5-INCH LOGO CAP.
 AW5646'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2023 ***********************************************************************
 BL2023  DESIGNATION -  C 1512
 BL2023  PID         -  BL2023
 BL2023  STATE/COUNTY-  TX/HARRIS
 BL2023  USGS QUAD   -  MAEDAN (1982)
 BL2023
 BL2023                         *CURRENT SURVEY CONTROL
 BL2023  ___________________________________________________________________
 BL2023* NAD 83(1986)-  30 00 05.     (N)    095 18 05.     (W)     SCALED    
 BL2023* NAVD 88     -        27.113  (meters)      88.95   (feet)  ADJUSTED  
 BL2023  ___________________________________________________________________
 BL2023  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL2023  DYNAMIC HT  -          27.077 (meters)      88.84  (feet)  COMP
 BL2023  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 BL2023
 BL2023  VERT ORDER  -  FIRST     CLASS II
 BL2023
 BL2023.The horizontal coordinates were scaled from a topographic map and have
 BL2023.an estimated accuracy of +/- 6 seconds.
 BL2023
 BL2023.The orthometric height was determined by differential leveling
 BL2023.and adjusted by the National Geodetic Survey in June 1991..
 BL2023
 BL2023.The geoid height was determined by GEOID03.
 BL2023
 BL2023.The dynamic height is computed by dividing the NAVD 88
 BL2023.geopotential number by the normal gravity value computed on the
 BL2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2023.degrees latitude (g = 980.6199 gals.).
 BL2023
 BL2023.The modeled gravity was interpolated from observed gravity values.
 BL2023
 BL2023;                    North         East    Units  Estimated Accuracy
 BL2023;SPC TXSC     - 4,245,930.      956,780.      MT  (+/- 180 meters Scaled)
 BL2023
 BL2023                          SUPERSEDED SURVEY CONTROL
 BL2023
 BL2023  NGVD 29 (12/23/87)   27.112  (m)           88.95   (f) ADJUSTED    1 2
 BL2023
 BL2023.Superseded values are not recommended for survey control.
 BL2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2023.See file dsdata.txt to determine how the superseded data were derived.
 BL2023
 BL2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP780211(NAD 83)
 BL2023_MARKER: I = METAL ROD
 BL2023_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2023_SP_SET: STAINLESS STEEL ROD
 BL2023_STAMPING: C 1512 1987
 BL2023_MARK LOGO: NGS   
 BL2023_PROJECTION: FLUSH
 BL2023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2023_ROD/PIPE-DEPTH: 8.5  meters
 BL2023
 BL2023  HISTORY     - Date     Condition        Report By
 BL2023  HISTORY     - 1987     MONUMENTED       NGS
 BL2023  HISTORY     - 19960615 GOOD             USPSQD
 BL2023
 BL2023                          STATION DESCRIPTION
 BL2023
 BL2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2023'3.1 KM (1.9 MI) WEST FROM HUMBLE.
 BL2023'3.1 KM (1.95 MI) WESTERLY ALONG FARM ROAD 1960 BUSINESS FROM ITS
 BL2023'JUNCTION WITH U.S. HIGHWAY 59 IN HUMBLE, 19.0 M (62.3 FT) WEST OF THE
 BL2023'CENTER OF A DRIVEWAY LEADING TO 8215 HUMBLE WESTFIELD ROAD, 14.9 M
 BL2023'(48.9 FT) NORTH OF THE CENTERLINE OF THE ROAD, 8.4 M (27.6 FT)
 BL2023'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, AND 6.5 M (21.3
 BL2023'FT) EAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 BL2023'THROUGH A 5-INCH LOGO CAP.
 BL2023'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BL2023
 BL2023                          STATION RECOVERY (1996)
 BL2023
 BL2023'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2016 ***********************************************************************
 BL2016  DESIGNATION -  C 1513
 BL2016  PID         -  BL2016
 BL2016  STATE/COUNTY-  TX/MONTGOMERY
 BL2016  USGS QUAD   -  TAMINA (1979)
 BL2016
 BL2016                         *CURRENT SURVEY CONTROL
 BL2016  ___________________________________________________________________
 BL2016* NAD 83(1986)-  30 08 06.     (N)    095 25 52.     (W)     SCALED    
 BL2016* NAVD 88     -        36.098  (meters)     118.43   (feet)  ADJUSTED  
 BL2016  ___________________________________________________________________
 BL2016  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL2016  DYNAMIC HT  -          36.049 (meters)     118.27  (feet)  COMP
 BL2016  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 BL2016
 BL2016  VERT ORDER  -  FIRST     CLASS I
 BL2016
 BL2016.The horizontal coordinates were scaled from a topographic map and have
 BL2016.an estimated accuracy of +/- 6 seconds.
 BL2016
 BL2016.The orthometric height was determined by differential leveling
 BL2016.and adjusted by the National Geodetic Survey in June 1991..
 BL2016
 BL2016.The geoid height was determined by GEOID03.
 BL2016
 BL2016.The dynamic height is computed by dividing the NAVD 88
 BL2016.geopotential number by the normal gravity value computed on the
 BL2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2016.degrees latitude (g = 980.6199 gals.).
 BL2016
 BL2016.The modeled gravity was interpolated from observed gravity values.
 BL2016
 BL2016;                    North         East    Units  Estimated Accuracy
 BL2016;SPC TX C     - 3,062,330.    1,172,200.      MT  (+/- 180 meters Scaled)
 BL2016
 BL2016                          SUPERSEDED SURVEY CONTROL
 BL2016
 BL2016  NGVD 29 (12/23/87)   36.099  (m)          118.43   (f) ADJUSTED    1 1
 BL2016
 BL2016.Superseded values are not recommended for survey control.
 BL2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2016.See file dsdata.txt to determine how the superseded data were derived.
 BL2016
 BL2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP658362(NAD 83)
 BL2016_MARKER: I = METAL ROD
 BL2016_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2016_SP_SET: STAINLESS STEEL ROD
 BL2016_STAMPING: C 1513 1987
 BL2016_MARK LOGO: NGS   
 BL2016_PROJECTION: FLUSH
 BL2016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2016+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL2016_ROD/PIPE-DEPTH: 7.3  meters
 BL2016
 BL2016  HISTORY     - Date     Condition        Report By
 BL2016  HISTORY     - 1987     MONUMENTED       NGS
 BL2016  HISTORY     - 20040209 GOOD             ENGLE
 BL2016  HISTORY     - 20050211 GOOD             ENGLE
 BL2016  HISTORY     - 20050929 GOOD             USPSQD
 BL2016
 BL2016                          STATION DESCRIPTION
 BL2016
 BL2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2016'6.6 KM (4.10 MI) NORTH FROM SPRING.
 BL2016'6.6 KM (4.10 MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BL2016'ITS JUNCTION WITH SPRING SCHOOL ROAD IN SPRING, 25.7 M (84.3 FT) SOUTH
 BL2016'OF THE CENTER OF A PAVED ROAD, 22.6 M (74.1 FT) WEST OF THE NEAR RAIL,
 BL2016'AND 1.0 M (3.3 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 BL2016'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2016'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 BL2016'THE MARK IS 1.4 M BELOW THE TRACKS.
 BL2016
 BL2016                          STATION RECOVERY (2004)
 BL2016
 BL2016'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2004 (JPE)
 BL2016'PAVED ROAD, NOTED IN DESCRIPTION, IS RICHARDS ROAD.
 BL2016
 BL2016                          STATION RECOVERY (2005)
 BL2016
 BL2016'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 BL2016'RECOVERED IN GOOD CONDITION.
 BL2016
 BL2016                          STATION RECOVERY (2005)
 BL2016
 BL2016'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2016'FOUND AS DESCRIBED. GO TO N30 08 05.4 W095 25 53.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2561 ***********************************************************************
 AX2561  DESIGNATION -  C 1515
 AX2561  PID         -  AX2561
 AX2561  STATE/COUNTY-  TX/WHARTON
 AX2561  USGS QUAD   -  EL CAMPO (1981)
 AX2561
 AX2561                         *CURRENT SURVEY CONTROL
 AX2561  ___________________________________________________________________
 AX2561* NAD 83(1986)-  29 09 58.     (N)    096 19 04.     (W)     SCALED    
 AX2561* NAVD 88     -        30.186  (meters)      99.04   (feet)  ADJUSTED  
 AX2561  ___________________________________________________________________
 AX2561  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX2561  DYNAMIC HT  -          30.143 (meters)      98.89  (feet)  COMP
 AX2561  MODELED GRAV-     979,232.8   (mgal)                       NAVD 88
 AX2561
 AX2561  VERT ORDER  -  FIRST     CLASS I
 AX2561
 AX2561.The horizontal coordinates were scaled from a topographic map and have
 AX2561.an estimated accuracy of +/- 6 seconds.
 AX2561
 AX2561.The orthometric height was determined by differential leveling
 AX2561.and adjusted by the National Geodetic Survey in June 1991..
 AX2561
 AX2561.The geoid height was determined by GEOID03.
 AX2561
 AX2561.The dynamic height is computed by dividing the NAVD 88
 AX2561.geopotential number by the normal gravity value computed on the
 AX2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2561.degrees latitude (g = 980.6199 gals.).
 AX2561
 AX2561.The modeled gravity was interpolated from observed gravity values.
 AX2561
 AX2561;                    North         East    Units  Estimated Accuracy
 AX2561;SPC TXSC     - 4,150,700.      860,880.      MT  (+/- 180 meters Scaled)
 AX2561
 AX2561                          SUPERSEDED SURVEY CONTROL
 AX2561
 AX2561  NGVD 29 (12/23/87)   30.192  (m)           99.05   (f) ADJUSTED    1 1
 AX2561
 AX2561.Superseded values are not recommended for survey control.
 AX2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2561.See file dsdata.txt to determine how the superseded data were derived.
 AX2561
 AX2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT608293(NAD 83)
 AX2561_MARKER: I = METAL ROD
 AX2561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2561_SP_SET: STAINLESS STEEL ROD
 AX2561_STAMPING: C 1515 1987
 AX2561_MARK LOGO: NGS   
 AX2561_PROJECTION: FLUSH
 AX2561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2561_ROD/PIPE-DEPTH: 7.3  meters
 AX2561
 AX2561  HISTORY     - Date     Condition        Report By
 AX2561  HISTORY     - 1987     MONUMENTED       NGS
 AX2561  HISTORY     - 1990     GOOD             USPSQD
 AX2561
 AX2561                          STATION DESCRIPTION
 AX2561
 AX2561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2561'5.7 KM (3.55 MI) SW FROM EL CAMPO.
 AX2561'4.89 KM (3.04 MI) SOUTHWEST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION
 AX2561'OF STATE HIGHWAY 71 IN EL CAMPO, THENCE 0.86 KM (0.53 MI) SOUTHWEST
 AX2561'ALONG US HIGHWAY 59, 22.4 METERS (73.5 FT) NORTHWEST OF THE CENTERLINE
 AX2561'OF HIGHWAY 59 SOUTHBOUND, 18.9 METERS (62.0 FT) NORTH OF THE HIGHWAY
 AX2561'MILE POST 28, 10.3 METERS (34.0 FT) WEST OF THE CENTERLINE OF COUNTY
 AX2561'ROAD 355 LEADING TO THE EL CAMPO METROPOLITAN AIRPORT, 1.6 METERS
 AX2561'(5.5 FT) NORTH OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AX2561'THROUGH A 5-INCH LOGO CAP.
 AX2561'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AX2561'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 AX2561
 AX2561                          STATION RECOVERY (1990)
 AX2561
 AX2561'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX2561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0776 ***********************************************************************
 CE0776  DESIGNATION -  C 1516
 CE0776  PID         -  CE0776
 CE0776  STATE/COUNTY-  TX/EL PASO
 CE0776  USGS QUAD   -  YSLETA (1994)
 CE0776
 CE0776                         *CURRENT SURVEY CONTROL
 CE0776  ___________________________________________________________________
 CE0776* NAD 83(1986)-  31 44 30.     (N)    106 22 30.     (W)     SCALED    
 CE0776* NAVD 88     -      1125.644  (meters)    3693.05   (feet)  ADJUSTED  
 CE0776  ___________________________________________________________________
 CE0776  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0776  DYNAMIC HT  -        1123.930 (meters)    3687.43  (feet)  COMP
 CE0776  MODELED GRAV-     979,078.8   (mgal)                       NAVD 88
 CE0776
 CE0776  VERT ORDER  -  FIRST     CLASS I
 CE0776
 CE0776.The horizontal coordinates were scaled from a topographic map and have
 CE0776.an estimated accuracy of +/- 6 seconds.
 CE0776
 CE0776.The orthometric height was determined by differential leveling
 CE0776.and adjusted by the National Geodetic Survey in November 1996..
 CE0776
 CE0776.The geoid height was determined by GEOID03.
 CE0776
 CE0776.The dynamic height is computed by dividing the NAVD 88
 CE0776.geopotential number by the normal gravity value computed on the
 CE0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0776.degrees latitude (g = 980.6199 gals.).
 CE0776
 CE0776.The modeled gravity was interpolated from observed gravity values.
 CE0776
 CE0776;                    North         East    Units  Estimated Accuracy
 CE0776;SPC TX C     - 3,245,570.      127,810.      MT  (+/- 180 meters Scaled)
 CE0776
 CE0776                          SUPERSEDED SURVEY CONTROL
 CE0776
 CE0776.No superseded survey control is available for this station.
 CE0776
 CE0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR697126(NAD 83)
 CE0776_MARKER: DV = VERTICAL CONTROL DISK
 CE0776_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0776_SP_SET: PIER
 CE0776_STAMPING: C 1516 1993
 CE0776_MARK LOGO: NGS   
 CE0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0776+STABILITY: POSITION/ELEVATION WELL
 CE0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0776+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0776
 CE0776  HISTORY     - Date     Condition        Report By
 CE0776  HISTORY     - 1993     MONUMENTED       NGS
 CE0776
 CE0776                          STATION DESCRIPTION
 CE0776
 CE0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0776'IN EL PASO, AT THE INTERSECTION OF CAROLINA DRIVE AND THE SOUTHERN
 CE0776'PACIFIC RAILROAD, SET VERTICALLY IN THE EAST FACE OF THE MOST
 CE0776'SOUTHERLY OF 2 CONCRETE COLUMNS OF THE SIXTH PIER WEST OF THE EAST
 CE0776'ABUTMENT OF THE DRIVE OVERPASS OF THE RAILROAD, 8.9 M (29.2 FT)
 CE0776'NORTHEAST OF THE NEAR RAIL, AND 1.3 M (4.3 FT) ABOVE THE GROUND
 CE0776'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0742 ***********************************************************************
 CE0742  DESIGNATION -  C 1517
 CE0742  PID         -  CE0742
 CE0742  STATE/COUNTY-  TX/EL PASO
 CE0742  USGS QUAD   -  FORT BLISS SE (1994)
 CE0742
 CE0742                         *CURRENT SURVEY CONTROL
 CE0742  ___________________________________________________________________
 CE0742* NAD 83(1986)-  31 47 37.     (N)    106 22 03.     (W)     SCALED    
 CE0742* NAVD 88     -      1205.943  (meters)    3956.50   (feet)  ADJUSTED  
 CE0742  ___________________________________________________________________
 CE0742  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CE0742  DYNAMIC HT  -        1204.093 (meters)    3950.43  (feet)  COMP
 CE0742  MODELED GRAV-     979,064.1   (mgal)                       NAVD 88
 CE0742
 CE0742  VERT ORDER  -  FIRST     CLASS I
 CE0742
 CE0742.The horizontal coordinates were scaled from a topographic map and have
 CE0742.an estimated accuracy of +/- 6 seconds.
 CE0742
 CE0742.The orthometric height was determined by differential leveling
 CE0742.and adjusted by the National Geodetic Survey in November 1996..
 CE0742
 CE0742.The geoid height was determined by GEOID03.
 CE0742
 CE0742.The dynamic height is computed by dividing the NAVD 88
 CE0742.geopotential number by the normal gravity value computed on the
 CE0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0742.degrees latitude (g = 980.6199 gals.).
 CE0742
 CE0742.The modeled gravity was interpolated from observed gravity values.
 CE0742
 CE0742;                    North         East    Units  Estimated Accuracy
 CE0742;SPC TX C     - 3,251,290.      128,830.      MT  (+/- 180 meters Scaled)
 CE0742
 CE0742                          SUPERSEDED SURVEY CONTROL
 CE0742
 CE0742.No superseded survey control is available for this station.
 CE0742
 CE0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR705183(NAD 83)
 CE0742_MARKER: I = METAL ROD
 CE0742_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0742_SP_SET: STAINLESS STEEL ROD
 CE0742_STAMPING: C 1517 1992
 CE0742_MARK LOGO: NGS   
 CE0742_PROJECTION: RECESSED 5 CENTIMETERS
 CE0742_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0742+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CE0742_ROD/PIPE-DEPTH: 8.5  meters
 CE0742
 CE0742  HISTORY     - Date     Condition        Report By
 CE0742  HISTORY     - 1992     MONUMENTED       NGS
 CE0742
 CE0742                          STATION DESCRIPTION
 CE0742
 CE0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CE0742'IN EL PASO, AT THE INTERSECTION OF U.S. HIGHWAYS 62 AND 180 AND MATTOX
 CE0742'STREET, 18.7 M (61.4 FT) NORTH OF AND LEVEL WITH THE AVENUE
 CE0742'CENTERLINE, 9.7 M (31.8 FT) WEST OF THE STREET CENTERLINE, 1.5 M
 CE0742'(4.9 FT) NORTHEAST OF A CHAIN-LINK FENCE CORNER, 1.3 M (4.3 FT)
 CE0742'SOUTHWEST OF THE SOUTH LEG OF A SIGN, 0.4 M (1.3 FT) SOUTHEAST OF THE
 CE0742'FENCE, AND 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST. NOTE--ACCESS
 CE0742'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8450 ***********************************************************************
 AC8450  DESIGNATION -  C 1518
 AC8450  PID         -  AC8450
 AC8450  STATE/COUNTY-  TX/NUECES
 AC8450  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8450
 AC8450                         *CURRENT SURVEY CONTROL
 AC8450  ___________________________________________________________________
 AC8450* NAD 83(1986)-  27 40 23.     (N)    097 10 31.     (W)     SCALED    
 AC8450* NAVD 88     -         1.443  (meters)       4.73   (feet)  ADJUSTED  
 AC8450  ___________________________________________________________________
 AC8450  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AC8450  DYNAMIC HT  -           1.441 (meters)       4.73  (feet)  COMP
 AC8450  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 AC8450
 AC8450  VERT ORDER  -  FIRST     CLASS II
 AC8450
 AC8450.The horizontal coordinates were scaled from a topographic map and have
 AC8450.an estimated accuracy of +/- 6 seconds.
 AC8450
 AC8450.The orthometric height was determined by differential leveling
 AC8450.and adjusted by the National Geodetic Survey in December 1997..
 AC8450
 AC8450.The geoid height was determined by GEOID03.
 AC8450
 AC8450.The dynamic height is computed by dividing the NAVD 88
 AC8450.geopotential number by the normal gravity value computed on the
 AC8450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8450.degrees latitude (g = 980.6199 gals.).
 AC8450
 AC8450.The modeled gravity was interpolated from observed gravity values.
 AC8450
 AC8450;                    North         East    Units  Estimated Accuracy
 AC8450;SPC TX S     - 5,222,980.      430,690.      MT  (+/- 180 meters Scaled)
 AC8450
 AC8450                          SUPERSEDED SURVEY CONTROL
 AC8450
 AC8450.No superseded survey control is available for this station.
 AC8450
 AC8450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR799623(NAD 83)
 AC8450_MARKER: I = METAL ROD
 AC8450_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8450_STAMPING: C 1518 1996
 AC8450_MARK LOGO: NGS   
 AC8450_PROJECTION: FLUSH
 AC8450_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8450+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8450_ROD/PIPE-DEPTH: 20.7 meters
 AC8450_SLEEVE-DEPTH  : 0.9 meters
 AC8450
 AC8450  HISTORY     - Date     Condition        Report By
 AC8450  HISTORY     - 1996     MONUMENTED       NGS
 AC8450  HISTORY     - 20050820 GOOD             USPSQD
 AC8450
 AC8450                          STATION DESCRIPTION
 AC8450
 AC8450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8450'20.3 KM (12.60 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY
 AC8450'361 FROM THE POST OFFICE IN PORT ARANSAS, THENCE 0.2 KM (0.10 MI)
 AC8450'EASTERLY ALONG THE MUSTANG ISLAND STATE PARK ENTRANCE ROAD, 29.4 M
 AC8450'(96.5 FT) SOUTHWEST OF THE ROAD CENTERLINE, 19.2 M (63.0 FT) SOUTH OF
 AC8450'UNDERGROUND CABLE JUNCTION BOX NUMBER 932, 16.3 M (53.5 FT) SOUTH OF A
 AC8450'UTILITY LIGHT POLE, 3.3 M (10.8 FT) NORTH OF A WITNESS POST AND THE
 AC8450'NORTH LEG OF A PARK INFORMATION SIGN, 1.3 M (4.3 FT) WEST OF THE WEST
 AC8450'EDGE OF A PARKING LOT, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 AC8450'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 AC8450'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC8450
 AC8450                          STATION RECOVERY (2005)
 AC8450
 AC8450'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8414 ***********************************************************************
 AC8414  DESIGNATION -  C 1519
 AC8414  PID         -  AC8414
 AC8414  STATE/COUNTY-  TX/SAN PATRICIO
 AC8414  USGS QUAD   -  TAFT (1975)
 AC8414
 AC8414                         *CURRENT SURVEY CONTROL
 AC8414  ___________________________________________________________________
 AC8414* NAD 83(1986)-  27 59 29.     (N)    097 25 22.     (W)     SCALED    
 AC8414* NAVD 88     -        15.502  (meters)      50.86   (feet)  ADJUSTED  
 AC8414  ___________________________________________________________________
 AC8414  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AC8414  DYNAMIC HT  -          15.479 (meters)      50.78  (feet)  COMP
 AC8414  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 AC8414
 AC8414  VERT ORDER  -  FIRST     CLASS II
 AC8414
 AC8414.The horizontal coordinates were scaled from a topographic map and have
 AC8414.an estimated accuracy of +/- 6 seconds.
 AC8414
 AC8414.The orthometric height was determined by differential leveling
 AC8414.and adjusted by the National Geodetic Survey in December 1997..
 AC8414
 AC8414.The geoid height was determined by GEOID03.
 AC8414
 AC8414.The dynamic height is computed by dividing the NAVD 88
 AC8414.geopotential number by the normal gravity value computed on the
 AC8414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8414.degrees latitude (g = 980.6199 gals.).
 AC8414
 AC8414.The modeled gravity was interpolated from observed gravity values.
 AC8414
 AC8414;                    North         East    Units  Estimated Accuracy
 AC8414;SPC TX S     - 5,258,030.      405,970.      MT  (+/- 180 meters Scaled)
 AC8414
 AC8414                          SUPERSEDED SURVEY CONTROL
 AC8414
 AC8414.No superseded survey control is available for this station.
 AC8414
 AC8414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR551972(NAD 83)
 AC8414_MARKER: I = METAL ROD
 AC8414_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8414_STAMPING: C 1519 1996
 AC8414_MARK LOGO: NGS   
 AC8414_PROJECTION: FLUSH
 AC8414_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8414+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8414_ROD/PIPE-DEPTH: 6.0  meters
 AC8414_SLEEVE-DEPTH  : 0.9 meters
 AC8414
 AC8414  HISTORY     - Date     Condition        Report By
 AC8414  HISTORY     - 1996     MONUMENTED       NGS
 AC8414
 AC8414                          STATION DESCRIPTION
 AC8414
 AC8414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8414'11.1 KM (6.90 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AC8414'JUNCTION OF U.S.  HIGHWAY 77 IN SINTON, 17.8 M (58.4 FT) SOUTHWEST OF
 AC8414'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 15.6 M (51.2
 AC8414'FT) NORTH OF THE NORTHEAST END OF A RAILROAD BRIDGE, 15.1 M (49.5 FT)
 AC8414'NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 7.5 M
 AC8414'(24.6 FT) NORTHWEST OF THE EXTENDED CENTER OF A ROAD, 1.1 M (3.6 FT)
 AC8414'NORTHWEST OF A UTILITY POLE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 AC8414'HIGHWAY, AND 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS
 AC8414'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES
 AC8414'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0780 ***********************************************************************
 CS0780  DESIGNATION -  C 152
 CS0780  PID         -  CS0780
 CS0780  STATE/COUNTY-  TX/ELLIS
 CS0780  USGS QUAD   -  BRISTOL (1962)
 CS0780
 CS0780                         *CURRENT SURVEY CONTROL
 CS0780  ___________________________________________________________________
 CS0780* NAD 83(1986)-  32 23 09.     (N)    096 37 00.     (W)     SCALED    
 CS0780* NAVD 88     -       145.993  (meters)     478.98   (feet)  ADJUSTED  
 CS0780  ___________________________________________________________________
 CS0780  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CS0780  DYNAMIC HT  -         145.824 (meters)     478.42  (feet)  COMP
 CS0780  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 CS0780
 CS0780  VERT ORDER  -  SECOND    CLASS 0
 CS0780
 CS0780.The horizontal coordinates were scaled from a topographic map and have
 CS0780.an estimated accuracy of +/- 6 seconds.
 CS0780
 CS0780.The orthometric height was determined by differential leveling
 CS0780.and adjusted by the National Geodetic Survey in June 1991..
 CS0780.WARNING-Repeat measurements at this control monument indicate possible
 CS0780.vertical movement.
 CS0780
 CS0780.The geoid height was determined by GEOID03.
 CS0780
 CS0780.The dynamic height is computed by dividing the NAVD 88
 CS0780.geopotential number by the normal gravity value computed on the
 CS0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0780.degrees latitude (g = 980.6199 gals.).
 CS0780
 CS0780.The modeled gravity was interpolated from observed gravity values.
 CS0780
 CS0780;                    North         East    Units  Estimated Accuracy
 CS0780;SPC TXNC     - 2,081,340.      777,190.      MT  (+/- 180 meters Scaled)
 CS0780
 CS0780                          SUPERSEDED SURVEY CONTROL
 CS0780
 CS0780  NGVD 29 (??/??/92)  145.992  (m)          478.98   (f) ADJ UNCH    2 0
 CS0780
 CS0780.Superseded values are not recommended for survey control.
 CS0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0780.See file dsdata.txt to determine how the superseded data were derived.
 CS0780
 CS0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA241857(NAD 83)
 CS0780_MARKER: DB = BENCH MARK DISK
 CS0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0780_STAMPING: C 152 1933
 CS0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0780+STABILITY: SURFACE MOTION
 CS0780
 CS0780  HISTORY     - Date     Condition        Report By
 CS0780  HISTORY     - 1933     MONUMENTED       CGS
 CS0780  HISTORY     - 1947     GOOD             NGS
 CS0780  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0780
 CS0780                          STATION DESCRIPTION
 CS0780
 CS0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0780'4.6 MI NE FROM ENNIS.
 CS0780'1.9 MILE NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE JUNCTION OF U.S.
 CS0780'HIGHWAY NO.75 AND STATE HIGHWAY NO.34 AT ENNIS, TO A CONCRETE OVER
 CS0780'PASS WHICH IS OVER AN OLD ABANDONED TEXAS AND NEW ORLEANS RAILROAD
 CS0780'RIGHT-OF-WAY, THENCE 2.7 MILES NORTHEAST ALONG THE ABANDONED RAILROAD
 CS0780'BED, BENCH MARK IS AT A PRIVATE ROAD CROSSING WHICH IS AT THE
 CS0780'SOUTHWEST END OF A LONG CUT, 43.0 FEET SOUTHEAST OF THE CENTER OF THE
 CS0780'OLD RAILROAD BED, 28.0 FEET SOUTHWEST OF TELEPHONE POLE NO.1365, 7.5
 CS0780'FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD, 2.2 FEET NORTHWEST OF
 CS0780'THE SOUTHEAST RIGHT-OF-WAY FENCE, 1.0 FOOT NORTH OF A REFERENCE POST,
 CS0780'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE OLD RAILROAD
 CS0780'BED AND PROJECTING 0.3 FOOT.
 CS0780
 CS0780                          STATION RECOVERY (2002)
 CS0780
 CS0780'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8493 ***********************************************************************
 AC8493  DESIGNATION -  C 1520
 AC8493  PID         -  AC8493
 AC8493  STATE/COUNTY-  TX/NUECES
 AC8493  USGS QUAD   -  OSO CREEK NE (1975)
 AC8493
 AC8493                         *CURRENT SURVEY CONTROL
 AC8493  ___________________________________________________________________
 AC8493* NAD 83(1986)-  27 42 16.     (N)    097 21 47.     (W)     SCALED    
 AC8493* NAVD 88     -        12.642  (meters)      41.48   (feet)  ADJUSTED  
 AC8493  ___________________________________________________________________
 AC8493  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AC8493  DYNAMIC HT  -          12.623 (meters)      41.41  (feet)  COMP
 AC8493  MODELED GRAV-     979,126.4   (mgal)                       NAVD 88
 AC8493
 AC8493  VERT ORDER  -  FIRST     CLASS II
 AC8493
 AC8493.The horizontal coordinates were scaled from a topographic map and have
 AC8493.an estimated accuracy of +/- 6 seconds.
 AC8493
 AC8493.The orthometric height was determined by differential leveling
 AC8493.and adjusted by the National Geodetic Survey in December 1997..
 AC8493
 AC8493.The geoid height was determined by GEOID03.
 AC8493
 AC8493.The dynamic height is computed by dividing the NAVD 88
 AC8493.geopotential number by the normal gravity value computed on the
 AC8493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8493.degrees latitude (g = 980.6199 gals.).
 AC8493
 AC8493.The modeled gravity was interpolated from observed gravity values.
 AC8493
 AC8493;                    North         East    Units  Estimated Accuracy
 AC8493;SPC TX S     - 5,226,280.      412,130.      MT  (+/- 180 meters Scaled)
 AC8493
 AC8493                          SUPERSEDED SURVEY CONTROL
 AC8493
 AC8493.No superseded survey control is available for this station.
 AC8493
 AC8493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR613655(NAD 83)
 AC8493_MARKER: DD = SURVEY DISK
 AC8493_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8493_SP_SET: OVERPASS ABUTMENT
 AC8493_STAMPING: C 1520 42.201
 AC8493_MARK LOGO: TXHD  
 AC8493_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8493+STABILITY: POSITION/ELEVATION WELL
 AC8493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8493+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8493
 AC8493  HISTORY     - Date     Condition        Report By
 AC8493  HISTORY     - UNK      MONUMENTED       TXHD
 AC8493  HISTORY     - 19970209 GOOD             NGS
 AC8493  HISTORY     - 20020629 GOOD             USPSQD
 AC8493
 AC8493                          STATION DESCRIPTION
 AC8493
 AC8493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8493'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 358 AND
 AC8493'AIRLINE ROAD, IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHEAST
 AC8493'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE
 AC8493'ROAD, 40.0 M (131.2 FT) SOUTHEAST OF THE ROAD CENTER, AND 8.6 M (28.2
 AC8493'FT) NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES
 AC8493'OF THE HIGHWAY.
 AC8493
 AC8493                          STATION RECOVERY (2002)
 AC8493
 AC8493'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AC8493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6982 ***********************************************************************
 AE6982  DESIGNATION -  C 1521
 AE6982  PID         -  AE6982
 AE6982  STATE/COUNTY-  TX/ANDERSON
 AE6982  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 AE6982
 AE6982                         *CURRENT SURVEY CONTROL
 AE6982  ___________________________________________________________________
 AE6982* NAD 83(1986)-  31 46 26.     (N)    095 39 48.     (W)     SCALED    
 AE6982* NAVD 88     -       145.445  (meters)     477.18   (feet)  ADJUSTED  
 AE6982  ___________________________________________________________________
 AE6982  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AE6982  DYNAMIC HT  -         145.268 (meters)     476.60  (feet)  COMP
 AE6982  MODELED GRAV-     979,422.1   (mgal)                       NAVD 88
 AE6982
 AE6982  VERT ORDER  -  FIRST     CLASS II
 AE6982
 AE6982.The horizontal coordinates were scaled from a topographic map and have
 AE6982.an estimated accuracy of +/- 6 seconds.
 AE6982
 AE6982.The orthometric height was determined by differential leveling
 AE6982.and adjusted by the National Geodetic Survey in July 2002..
 AE6982
 AE6982.The geoid height was determined by GEOID03.
 AE6982
 AE6982.The dynamic height is computed by dividing the NAVD 88
 AE6982.geopotential number by the normal gravity value computed on the
 AE6982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6982.degrees latitude (g = 980.6199 gals.).
 AE6982
 AE6982.The modeled gravity was interpolated from observed gravity values.
 AE6982
 AE6982;                    North         East    Units  Estimated Accuracy
 AE6982;SPC TX C     - 3,242,890.    1,142,220.      MT  (+/- 180 meters Scaled)
 AE6982
 AE6982                          SUPERSEDED SURVEY CONTROL
 AE6982
 AE6982.No superseded survey control is available for this station.
 AE6982
 AE6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR477184(NAD 83)
 AE6982_MARKER: I = METAL ROD
 AE6982_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6982_STAMPING: C 1521 1997
 AE6982_MARK LOGO: NGS   
 AE6982_PROJECTION: FLUSH
 AE6982_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6982+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6982_ROD/PIPE-DEPTH: 4.8  meters
 AE6982_SLEEVE-DEPTH  : 0.9 meters
 AE6982
 AE6982  HISTORY     - Date     Condition        Report By
 AE6982  HISTORY     - 1997     MONUMENTED       NGS
 AE6982  HISTORY     - 20020824 GOOD             USPSQD
 AE6982
 AE6982                          STATION DESCRIPTION
 AE6982
 AE6982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6982'1.8 KM (1.10 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 287 FROM THE
 AE6982'JUNCTION OF U.S.  HIGHWAY 79 IN PALESTINE, 34.7 M (113.8 FT) NORTHEAST
 AE6982'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.0 M (13.1
 AE6982'FT) ABOVE THE LEVEL OF THE HIGHWAY, 3.1 M (10.2 FT) NORTHEAST OF THE
 AE6982'NORTHEAST CORNER OF A BRICK COVER PROTECTING A FLOOD LIGHT, AND 0.5 M
 AE6982'(1.6 FT) SOUTHEAST OF A WITNESS POST AND THE NORTHWEST CORNER OF A
 AE6982'BRICK WALL ENCLOSING A SIGN (TEXAS FOREST SERVICE PALESTINE DISTRICT
 AE6982'HEADQUARTERS) .  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE6982'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE6982'CLASS A MARK.
 AE6982
 AE6982                          STATION RECOVERY (2002)
 AE6982
 AE6982'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 AE6982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0135 ***********************************************************************
 CS0135  DESIGNATION -  C 153
 CS0135  PID         -  CS0135
 CS0135  STATE/COUNTY-  TX/HUNT
 CS0135  USGS QUAD   -  QUINLAN (1979)
 CS0135
 CS0135                         *CURRENT SURVEY CONTROL
 CS0135  ___________________________________________________________________
 CS0135* NAD 83(1986)-  32 52 32.     (N)    096 09 04.     (W)     SCALED    
 CS0135* NAVD 88     -       146.008  (meters)     479.03   (feet)  ADJUSTED  
 CS0135  ___________________________________________________________________
 CS0135  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0135  DYNAMIC HT  -         145.848 (meters)     478.50  (feet)  COMP
 CS0135  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 CS0135
 CS0135  VERT ORDER  -  SECOND    CLASS 0
 CS0135
 CS0135.The horizontal coordinates were scaled from a topographic map and have
 CS0135.an estimated accuracy of +/- 6 seconds.
 CS0135
 CS0135.The orthometric height was determined by differential leveling
 CS0135.and adjusted by the National Geodetic Survey in June 1991..
 CS0135.WARNING-Repeat measurements at this control monument indicate possible
 CS0135.vertical movement.
 CS0135
 CS0135.The geoid height was determined by GEOID03.
 CS0135
 CS0135.The dynamic height is computed by dividing the NAVD 88
 CS0135.geopotential number by the normal gravity value computed on the
 CS0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0135.degrees latitude (g = 980.6199 gals.).
 CS0135
 CS0135.The modeled gravity was interpolated from observed gravity values.
 CS0135
 CS0135;                    North         East    Units  Estimated Accuracy
 CS0135;SPC TXNC     - 2,136,510.      819,770.      MT  (+/- 180 meters Scaled)
 CS0135
 CS0135                          SUPERSEDED SURVEY CONTROL
 CS0135
 CS0135  NGVD 29 (??/??/92)  146.009  (m)          479.03   (f) ADJ UNCH    2 0
 CS0135
 CS0135.Superseded values are not recommended for survey control.
 CS0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0135.See file dsdata.txt to determine how the superseded data were derived.
 CS0135
 CS0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB665410(NAD 83)
 CS0135_MARKER: DB = BENCH MARK DISK
 CS0135_SETTING: 0 = UNSPECIFIED SETTING
 CS0135_STAMPING: C 153 1933
 CS0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0135
 CS0135  HISTORY     - Date     Condition        Report By
 CS0135  HISTORY     - 1933     MONUMENTED       CGS
 CS0135  HISTORY     - 1976     GOOD             USGS
 CS0135  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0135
 CS0135                          STATION DESCRIPTION
 CS0135
 CS0135'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CS0135'3.0 MI SW FROM QUINLAN.
 CS0135'FROM THE INT. OF STATE HWY. 276 AND 34 IN THE E. EDGE OF QUINLAN.  GO
 CS0135'S. ON HWY. 34 FOR 3.0 MI. TO DIRT RD. W.  GO RIGHT W. FOR 0.1 MI. TO
 CS0135'TRACK RD. NW. GO LEFT NW. OF TRACK RD. FOR 0.2 MI. TO BM SITE.  BM IS
 CS0135'34 FT. N. AND 20 FT. E. OF LARGE OAK TREE.  AND 70 FT. S. OF PRIVATE
 CS0135'ROAD.
 CS0135
 CS0135                          STATION RECOVERY (1994)
 CS0135
 CS0135'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0525 ***********************************************************************
 DM0525  DESIGNATION -  C 154
 DM0525  PID         -  DM0525
 DM0525  STATE/COUNTY-  TX/DELTA
 DM0525  USGS QUAD   -  COOPER SOUTH (1964)
 DM0525
 DM0525                         *CURRENT SURVEY CONTROL
 DM0525  ___________________________________________________________________
 DM0525* NAD 83(1986)-  33 22 26.     (N)    095 41 40.     (W)     SCALED    
 DM0525* NAVD 88     -       149.562  (meters)     490.69   (feet)  ADJUSTED  
 DM0525  ___________________________________________________________________
 DM0525  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DM0525  DYNAMIC HT  -         149.404 (meters)     490.17  (feet)  COMP
 DM0525  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 DM0525
 DM0525  VERT ORDER  -  SECOND    CLASS 0
 DM0525
 DM0525.The horizontal coordinates were scaled from a topographic map and have
 DM0525.an estimated accuracy of +/- 6 seconds.
 DM0525
 DM0525.The orthometric height was determined by differential leveling
 DM0525.and adjusted by the National Geodetic Survey in June 1991..
 DM0525
 DM0525.The geoid height was determined by GEOID03.
 DM0525
 DM0525.The dynamic height is computed by dividing the NAVD 88
 DM0525.geopotential number by the normal gravity value computed on the
 DM0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0525.degrees latitude (g = 980.6199 gals.).
 DM0525
 DM0525.The modeled gravity was interpolated from observed gravity values.
 DM0525
 DM0525;                    North         East    Units  Estimated Accuracy
 DM0525;SPC TXNC     - 2,192,800.      861,020.      MT  (+/- 180 meters Scaled)
 DM0525
 DM0525                          SUPERSEDED SURVEY CONTROL
 DM0525
 DM0525  NGVD 29 (??/??/92)  149.546  (m)          490.64   (f) ADJ UNCH    2 0
 DM0525
 DM0525.Superseded values are not recommended for survey control.
 DM0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0525.See file dsdata.txt to determine how the superseded data were derived.
 DM0525
 DM0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS493959(NAD 83)
 DM0525_MARKER: DB = BENCH MARK DISK
 DM0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0525_SP_SET: BUILDING
 DM0525_STAMPING: C 154 1933
 DM0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0525
 DM0525  HISTORY     - Date     Condition        Report By
 DM0525  HISTORY     - 1933     MONUMENTED       CGS
 DM0525  HISTORY     - 1935     GOOD             NGS
 DM0525  HISTORY     - 19950620 GOOD             USPSQD
 DM0525
 DM0525                          STATION DESCRIPTION
 DM0525
 DM0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0525'IN COOPER.
 DM0525'AT SOUTHERN PACIFIC DEPOT, IN NORTHWEST WALL OF BUILDING, IN CENTER OF
 DM0525'PROJECTING WALL OF OFFICE, NEAR CENTER OF BUILDING, IN CEMENT WATER
 DM0525'TABLE, 1.5 FEET ABOVE SIDEWALK.  TABLET CEMENTED IN VERTICAL FACE OF
 DM0525'CEMENT.
 DM0525
 DM0525                          STATION RECOVERY (1935)
 DM0525
 DM0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0525'RECOVERED IN GOOD CONDITION.
 DM0525
 DM0525                          STATION RECOVERY (1995)
 DM0525
 DM0525'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0399 ***********************************************************************
 DM0399  DESIGNATION -  C 155
 DM0399  PID         -  DM0399
 DM0399  STATE/COUNTY-  TX/LAMAR
 DM0399  USGS QUAD   -  PATTONVILLE (1964)
 DM0399
 DM0399                         *CURRENT SURVEY CONTROL
 DM0399  ___________________________________________________________________
 DM0399* NAD 83(1986)-  33 37 05.     (N)    095 28 38.     (W)     SCALED    
 DM0399* NAVD 88     -       148.655  (meters)     487.71   (feet)  ADJUSTED  
 DM0399  ___________________________________________________________________
 DM0399  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM0399  DYNAMIC HT  -         148.500 (meters)     487.20  (feet)  COMP
 DM0399  MODELED GRAV-     979,588.7   (mgal)                       NAVD 88
 DM0399
 DM0399  VERT ORDER  -  SECOND    CLASS 0
 DM0399
 DM0399.The horizontal coordinates were scaled from a topographic map and have
 DM0399.an estimated accuracy of +/- 6 seconds.
 DM0399
 DM0399.The orthometric height was determined by differential leveling
 DM0399.and adjusted by the National Geodetic Survey in June 1991..
 DM0399
 DM0399.The geoid height was determined by GEOID03.
 DM0399
 DM0399.The dynamic height is computed by dividing the NAVD 88
 DM0399.geopotential number by the normal gravity value computed on the
 DM0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0399.degrees latitude (g = 980.6199 gals.).
 DM0399
 DM0399.The modeled gravity was interpolated from observed gravity values.
 DM0399
 DM0399;                    North         East    Units  Estimated Accuracy
 DM0399;SPC TXNC     - 2,220,430.      880,440.      MT  (+/- 180 meters Scaled)
 DM0399
 DM0399                          SUPERSEDED SURVEY CONTROL
 DM0399
 DM0399  NGVD 29 (??/??/92)  148.643  (m)          487.67   (f) ADJ UNCH    2 0
 DM0399
 DM0399.Superseded values are not recommended for survey control.
 DM0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0399.See file dsdata.txt to determine how the superseded data were derived.
 DM0399
 DM0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT701225(NAD 83)
 DM0399_MARKER: DB = BENCH MARK DISK
 DM0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0399_STAMPING: C 155 1933
 DM0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0399+STABILITY: SURFACE MOTION
 DM0399
 DM0399  HISTORY     - Date     Condition        Report By
 DM0399  HISTORY     - 1933     MONUMENTED       CGS
 DM0399  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0399  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0399
 DM0399                          STATION DESCRIPTION
 DM0399
 DM0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0399'5.1 MI E FROM PARIS.
 DM0399'5.1 MILES EAST OF, ALONG PARIS-MT. PLEASANT RY.  BETWEEN 3RD AND 4TH
 DM0399'TELEGRAPH POST WEST OF RAILWAY BRIDGE NO. 6.  38 FEET SOUTH OF TRACK
 DM0399'CENTER LINE.  IN RAILWAY RIGHT-OF-WAY.  TABLET SET IN TOP OF CONCRETE
 DM0399'POST.
 DM0399
 DM0399                          STATION RECOVERY (1964)
 DM0399
 DM0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0399'MARK NOT FOUND.
 DM0399
 DM0399                          STATION RECOVERY (1995)
 DM0399
 DM0399'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0465 ***********************************************************************
 DM0465  DESIGNATION -  C 156
 DM0465  PID         -  DM0465
 DM0465  STATE/COUNTY-  TX/TITUS
 DM0465  USGS QUAD   -  TALCO (1964)
 DM0465
 DM0465                         *CURRENT SURVEY CONTROL
 DM0465  ___________________________________________________________________
 DM0465* NAD 83(1986)-  33 15 19.     (N)    095 01 27.     (W)     SCALED    
 DM0465* NAVD 88     -       118.097  (meters)     387.46   (feet)  ADJUSTED  
 DM0465  ___________________________________________________________________
 DM0465  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DM0465  DYNAMIC HT  -         117.970 (meters)     387.04  (feet)  COMP
 DM0465  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 DM0465
 DM0465  VERT ORDER  -  SECOND    CLASS 0
 DM0465
 DM0465.The horizontal coordinates were scaled from a topographic map and have
 DM0465.an estimated accuracy of +/- 6 seconds.
 DM0465
 DM0465.The orthometric height was determined by differential leveling
 DM0465.and adjusted by the National Geodetic Survey in June 1991..
 DM0465
 DM0465.The geoid height was determined by GEOID03.
 DM0465
 DM0465.The dynamic height is computed by dividing the NAVD 88
 DM0465.geopotential number by the normal gravity value computed on the
 DM0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0465.degrees latitude (g = 980.6199 gals.).
 DM0465
 DM0465.The modeled gravity was interpolated from observed gravity values.
 DM0465
 DM0465;                    North         East    Units  Estimated Accuracy
 DM0465;SPC TXNC     - 2,181,520.      923,790.      MT  (+/- 180 meters Scaled)
 DM0465
 DM0465                          SUPERSEDED SURVEY CONTROL
 DM0465
 DM0465  NGVD 29 (??/??/92)  118.102  (m)          387.47   (f) ADJ UNCH    2 0
 DM0465
 DM0465.Superseded values are not recommended for survey control.
 DM0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0465.See file dsdata.txt to determine how the superseded data were derived.
 DM0465
 DM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS114814(NAD 83)
 DM0465_MARKER: DB = BENCH MARK DISK
 DM0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0465_SP_SET: BUILDING
 DM0465_STAMPING: C 156 1933
 DM0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0465
 DM0465  HISTORY     - Date     Condition        Report By
 DM0465  HISTORY     - 1933     MONUMENTED       CGS
 DM0465  HISTORY     - 1950     GOOD             NGS
 DM0465
 DM0465                          STATION DESCRIPTION
 DM0465
 DM0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0465'8.2 MI NW FROM MT PLEASANT.
 DM0465'8.2 MILES NORTHWEST OF, ALONG P. AND M.P.RY.  AT RIPLEY SIDING, MILE
 DM0465'42.7, 30 FEET SOUTHEAST OF STATION BUILDING, 0.1 MILE NORTHWEST OF
 DM0465'ROAD CROSSING, 33 FEET SOUTHWEST OF MAIN RAILROAD TRACK CENTER-LINE.
 DM0465'TABLET IN NORTHEAST VERTICAL FACE OF MASONERY WELL CASING, 1.5 FEET
 DM0465'ABOVE GROUND.
 DM0465
 DM0465                          STATION RECOVERY (1950)
 DM0465
 DM0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DM0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0300 ***********************************************************************
 DM0300  DESIGNATION -  C 157
 DM0300  PID         -  DM0300
 DM0300  STATE/COUNTY-  TX/MORRIS
 DM0300  USGS QUAD   -  NAPLES (1980)
 DM0300
 DM0300                         *CURRENT SURVEY CONTROL
 DM0300  ___________________________________________________________________
 DM0300* NAD 83(1986)-  33 11 06.     (N)    094 42 24.     (W)     SCALED    
 DM0300* NAVD 88     -       114.123  (meters)     374.42   (feet)  ADJUSTED  
 DM0300  ___________________________________________________________________
 DM0300  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0300  DYNAMIC HT  -         113.999 (meters)     374.01  (feet)  COMP
 DM0300  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 DM0300
 DM0300  VERT ORDER  -  SECOND    CLASS 0
 DM0300
 DM0300.The horizontal coordinates were scaled from a topographic map and have
 DM0300.an estimated accuracy of +/- 6 seconds.
 DM0300
 DM0300.The orthometric height was determined by differential leveling
 DM0300.and adjusted by the National Geodetic Survey in June 1991..
 DM0300
 DM0300.The geoid height was determined by GEOID03.
 DM0300
 DM0300.The dynamic height is computed by dividing the NAVD 88
 DM0300.geopotential number by the normal gravity value computed on the
 DM0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0300.degrees latitude (g = 980.6199 gals.).
 DM0300
 DM0300.The modeled gravity was interpolated from observed gravity values.
 DM0300
 DM0300;                    North         East    Units  Estimated Accuracy
 DM0300;SPC TXNC     - 2,174,750.      953,640.      MT  (+/- 180 meters Scaled)
 DM0300
 DM0300                          SUPERSEDED SURVEY CONTROL
 DM0300
 DM0300  NGVD 29 (??/??/92)  114.128  (m)          374.43   (f) ADJ UNCH    2 0
 DM0300
 DM0300.Superseded values are not recommended for survey control.
 DM0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0300.See file dsdata.txt to determine how the superseded data were derived.
 DM0300
 DM0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS408730(NAD 83)
 DM0300_MARKER: DB = BENCH MARK DISK
 DM0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0300_SP_SET: ABUTMENT
 DM0300_STAMPING: C 157 1933
 DM0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0300
 DM0300  HISTORY     - Date     Condition        Report By
 DM0300  HISTORY     - 1933     MONUMENTED       CGS
 DM0300  HISTORY     - 1935     GOOD             NGS
 DM0300
 DM0300                          STATION DESCRIPTION
 DM0300
 DM0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0300'2.1 MI W FROM MAPLES.
 DM0300'2.1 MILES WEST OF, ALONG ST.L.S.W.RY.  ON WEST ABUTMENT TO STEEL
 DM0300'GIRDER RAILROAD BRIDGE NO. 125, MILEPOST 463 PLUS 20 POLE INTERVALS,
 DM0300'ON TOP OF NORTH END OF ABUTMENT, 8.5 FEET NORTH OF RAILROAD
 DM0300'CENTER-LINE.  TABLET CEMENTED IN CONCRETE.
 DM0300
 DM0300                          STATION RECOVERY (1935)
 DM0300
 DM0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0200 ***********************************************************************
 DM0200  DESIGNATION -  C 158
 DM0200  PID         -  DM0200
 DM0200  STATE/COUNTY-  TX/BOWIE
 DM0200  USGS QUAD   -  TEXARKANA (1975)
 DM0200
 DM0200                         *CURRENT SURVEY CONTROL
 DM0200  ___________________________________________________________________
 DM0200* NAD 83(1986)-  33 24 27.     (N)    094 04 50.     (W)     SCALED    
 DM0200* NAVD 88     -        92.803  (meters)     304.47   (feet)  ADJUSTED  
 DM0200  ___________________________________________________________________
 DM0200  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0200  DYNAMIC HT  -          92.705 (meters)     304.15  (feet)  COMP
 DM0200  MODELED GRAV-     979,572.0   (mgal)                       NAVD 88
 DM0200
 DM0200  VERT ORDER  -  SECOND    CLASS 0
 DM0200
 DM0200.The horizontal coordinates were scaled from a topographic map and have
 DM0200.an estimated accuracy of +/- 6 seconds.
 DM0200
 DM0200.The orthometric height was determined by differential leveling
 DM0200.and adjusted by the National Geodetic Survey in June 1991..
 DM0200
 DM0200.The geoid height was determined by GEOID03.
 DM0200
 DM0200.The dynamic height is computed by dividing the NAVD 88
 DM0200.geopotential number by the normal gravity value computed on the
 DM0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0200.degrees latitude (g = 980.6199 gals.).
 DM0200
 DM0200.The modeled gravity was interpolated from observed gravity values.
 DM0200
 DM0200;                    North         East    Units  Estimated Accuracy
 DM0200;SPC TXNC     - 2,201,690.    1,010,940.      MT  (+/- 180 meters Scaled)
 DM0200
 DM0200                          SUPERSEDED SURVEY CONTROL
 DM0200
 DM0200  NGVD 29 (??/??/92)   92.821  (m)          304.53   (f) ADJ UNCH    2 0
 DM0200
 DM0200.Superseded values are not recommended for survey control.
 DM0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0200.See file dsdata.txt to determine how the superseded data were derived.
 DM0200
 DM0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS995969(NAD 83)
 DM0200_MARKER: DB = BENCH MARK DISK
 DM0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0200_STAMPING: C 158 1934
 DM0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0200+STABILITY: SURFACE MOTION
 DM0200
 DM0200  HISTORY     - Date     Condition        Report By
 DM0200  HISTORY     - 1934     MONUMENTED       CGS
 DM0200  HISTORY     - 1954     MARK NOT FOUND   USGS
 DM0200  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0200
 DM0200                          STATION DESCRIPTION
 DM0200
 DM0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0200'1.5 MI W FROM TEXARKANA.
 DM0200'1.5 MILES WEST OF, ALONG ST.L.-S.W.RY.  OPPOSITE 2ND TELEGRAPH POST
 DM0200'EAST OF MILEPOST 421.  IN FENCE CORNER SOUTHWEST OF ROAD CROSSING,
 DM0200'OPPOSITE CATTLE GUARD.  49 FEET SOUTH OF TRACK C.L.  ABOUT 37 FEET
 DM0200'WEST OF DIRT ROAD.  1 FOOT NORTH OF FENCE.  TABLET SET IN TOP OF
 DM0200'CONCRETE POST.  NOTE-- FENCE HAS BEEN REMOVED.  NO CATTLE GUARD
 DM0200'REMAINS.
 DM0200
 DM0200                          STATION RECOVERY (1954)
 DM0200
 DM0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DM0200'MARK NOT FOUND.
 DM0200
 DM0200                          STATION RECOVERY (1997)
 DM0200
 DM0200'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0055 ***********************************************************************
 CR0055  DESIGNATION -  C 159
 CR0055  PID         -  CR0055
 CR0055  STATE/COUNTY-  TX/MARION
 CR0055  USGS QUAD   -  JEFFERSON (1962)
 CR0055
 CR0055                         *CURRENT SURVEY CONTROL
 CR0055  ___________________________________________________________________
 CR0055* NAD 83(1986)-  32 47 50.     (N)    094 19 31.     (W)     SCALED    
 CR0055* NAVD 88     -        57.952  (meters)     190.13   (feet)  ADJUSTED  
 CR0055  ___________________________________________________________________
 CR0055  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR0055  DYNAMIC HT  -          57.887 (meters)     189.92  (feet)  COMP
 CR0055  MODELED GRAV-     979,527.1   (mgal)                       NAVD 88
 CR0055
 CR0055  VERT ORDER  -  SECOND    CLASS 0
 CR0055
 CR0055.The horizontal coordinates were scaled from a topographic map and have
 CR0055.an estimated accuracy of +/- 6 seconds.
 CR0055
 CR0055.The orthometric height was determined by differential leveling
 CR0055.and adjusted by the National Geodetic Survey in June 1991..
 CR0055
 CR0055.The geoid height was determined by GEOID03.
 CR0055
 CR0055.The dynamic height is computed by dividing the NAVD 88
 CR0055.geopotential number by the normal gravity value computed on the
 CR0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0055.degrees latitude (g = 980.6199 gals.).
 CR0055
 CR0055.The modeled gravity was interpolated from observed gravity values.
 CR0055
 CR0055;                    North         East    Units  Estimated Accuracy
 CR0055;SPC TXNC     - 2,133,140.      990,880.      MT  (+/- 180 meters Scaled)
 CR0055
 CR0055                          SUPERSEDED SURVEY CONTROL
 CR0055
 CR0055  NGVD 29 (??/??/92)   58.002  (m)          190.29   (f) ADJ UNCH    2 0
 CR0055
 CR0055.Superseded values are not recommended for survey control.
 CR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0055.See file dsdata.txt to determine how the superseded data were derived.
 CR0055
 CR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS759295(NAD 83)
 CR0055_MARKER: DB = BENCH MARK DISK
 CR0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0055_SP_SET: CULVERT
 CR0055_STAMPING: 190.295 C 159 1934
 CR0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0055
 CR0055  HISTORY     - Date     Condition        Report By
 CR0055  HISTORY     - 1934     MONUMENTED       CGS
 CR0055
 CR0055                          STATION DESCRIPTION
 CR0055
 CR0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0055'3.0 MI NE FROM JEFFERSON.
 CR0055'ABOUT 3.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 CR0055'JEFFERSON, MARION COUNTY, ABOUT 0.1 MILE SOUTH OF A ROAD CROSSING, AT
 CR0055'MILEAGE 48.2, ABOUT 300 FEET EAST OF A NEGRO CHURCH, AT A DOUBLE-BOX
 CR0055'CONCRETE CULVERT, AND IN THE TOP OF THE NORTH END OF THE WEST HEAD
 CR0055'WALL.  A STANDARD DISK, STAMPED 190.295 C 159 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0321 ***********************************************************************
 CC0321  DESIGNATION -  C 16
 CC0321  PID         -  CC0321
 CC0321  STATE/COUNTY-  TX/WARD
 CC0321  USGS QUAD   -  QUITO DRAW (1981)
 CC0321
 CC0321                         *CURRENT SURVEY CONTROL
 CC0321  ___________________________________________________________________
 CC0321* NAD 83(1986)-  31 28 19.     (N)    103 20 34.     (W)     SCALED    
 CC0321* NAVD 88     -       808.418  (meters)    2652.28   (feet)  POSTED    
 CC0321  ___________________________________________________________________
 CC0321  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CC0321  DYNAMIC HT  -         807.240 (meters)    2648.42  (feet)  COMP
 CC0321  MODELED GRAV-     979,161.2   (mgal)                       NAVD 88
 CC0321
 CC0321  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0321
 CC0321.The horizontal coordinates were scaled from a topographic map and have
 CC0321.an estimated accuracy of +/- 6 seconds.
 CC0321
 CC0321.The orthometric height was determined by differential leveling
 CC0321.and adjusted by the National Geodetic Survey in 1992..
 CC0321.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0321.rate of 0.0 thru 1.0 mm/km.
 CC0321
 CC0321.The geoid height was determined by GEOID03.
 CC0321
 CC0321.The dynamic height is computed by dividing the NAVD 88
 CC0321.geopotential number by the normal gravity value computed on the
 CC0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0321.degrees latitude (g = 980.6199 gals.).
 CC0321
 CC0321.The modeled gravity was interpolated from observed gravity values.
 CC0321
 CC0321;                    North         East    Units  Estimated Accuracy
 CC0321;SPC TX C     - 3,204,000.      414,070.      MT  (+/- 180 meters Scaled)
 CC0321
 CC0321                          SUPERSEDED SURVEY CONTROL
 CC0321
 CC0321  NGVD 29 (??/??/92)  808.988  (m)         2654.15   (f) ADJ UNCH    1 2
 CC0321
 CC0321.Superseded values are not recommended for survey control.
 CC0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0321.See file dsdata.txt to determine how the superseded data were derived.
 CC0321
 CC0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ574830(NAD 83)
 CC0321_MARKER: Z = SEE DESCRIPTION
 CC0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0321_SP_SET: ABUTMENT
 CC0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0321
 CC0321  HISTORY     - Date     Condition        Report By
 CC0321  HISTORY     - UNK      MONUMENTED       CGS
 CC0321  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0321
 CC0321                          STATION DESCRIPTION
 CC0321
 CC0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0321'3.1 MI E FROM BARSTOW.
 CC0321'3.1 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM BARSTOW, WARD
 CC0321'COUNTY, AT A BRIDGE, ON THE TOP OF THE SOUTH END OF THE EAST ABUTMENT,
 CC0321'2 FEET FROM THE SOUTH EDGE OF THE STONE COPING, 1 FOOT EAST OF THE
 CC0321'WEST SIDE, 7 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3
 CC0321'FEET LOWER THAN THE RAIL.  THE BOTTOM OF A SQUARE HOLE. NOTE-- BRIDGE
 CC0321'WAS REFACED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0300 ***********************************************************************
 BZ0300  DESIGNATION -  C 16 USGS
 BZ0300  PID         -  BZ0300
 BZ0300  STATE/COUNTY-  TX/ANDERSON
 BZ0300  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0300
 BZ0300                         *CURRENT SURVEY CONTROL
 BZ0300  ___________________________________________________________________
 BZ0300* NAD 83(1986)-  31 56 00.     (N)    096 00 36.     (W)     SCALED    
 BZ0300* NAVD 88     -        81.902  (meters)     268.71   (feet)  ADJUSTED  
 BZ0300  ___________________________________________________________________
 BZ0300  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BZ0300  DYNAMIC HT  -          81.806 (meters)     268.39  (feet)  COMP
 BZ0300  MODELED GRAV-     979,462.2   (mgal)                       NAVD 88
 BZ0300
 BZ0300  VERT ORDER  -  SECOND    CLASS 0
 BZ0300
 BZ0300.The horizontal coordinates were scaled from a topographic map and have
 BZ0300.an estimated accuracy of +/- 6 seconds.
 BZ0300
 BZ0300.The orthometric height was determined by differential leveling
 BZ0300.and adjusted by the National Geodetic Survey in June 1991..
 BZ0300
 BZ0300.The geoid height was determined by GEOID03.
 BZ0300
 BZ0300.The dynamic height is computed by dividing the NAVD 88
 BZ0300.geopotential number by the normal gravity value computed on the
 BZ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0300.degrees latitude (g = 980.6199 gals.).
 BZ0300
 BZ0300.The modeled gravity was interpolated from observed gravity values.
 BZ0300
 BZ0300;                    North         East    Units  Estimated Accuracy
 BZ0300;SPC TX C     - 3,259,230.    1,108,720.      MT  (+/- 180 meters Scaled)
 BZ0300
 BZ0300                          SUPERSEDED SURVEY CONTROL
 BZ0300
 BZ0300  NGVD 29 (??/??/92)   81.900  (m)          268.70   (f) ADJ UNCH    2 0
 BZ0300
 BZ0300.Superseded values are not recommended for survey control.
 BZ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0300.See file dsdata.txt to determine how the superseded data were derived.
 BZ0300
 BZ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA826369(NAD 83)
 BZ0300_MARKER: DD = SURVEY DISK
 BZ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0300_STAMPING: C 16 1946 268
 BZ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0300+STABILITY: SURFACE MOTION
 BZ0300
 BZ0300  HISTORY     - Date     Condition        Report By
 BZ0300  HISTORY     - 1946     MONUMENTED       USGS
 BZ0300  HISTORY     - 1947     GOOD             NGS
 BZ0300
 BZ0300                          STATION DESCRIPTION
 BZ0300
 BZ0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0300'4.05 MI SW FROM CAYUGA.
 BZ0300'TO REACH FROM THE POST OFFICE AT CAYUGA, PROCEED 1.7 MILE WEST ALONG
 BZ0300'U.S. HIGHWAY NO. 287, THENCE 1.75 MILE SOUTH AND 0.6 MILE WEST ALONG
 BZ0300'AN OILED ROAD TO THE BANK OF THE TRINITY RIVER, BENCH MARK IS BETWEEN
 BZ0300'THE ROAD AND THE BANK OF THE RIVER, 135.5 FEET NORTH OF THE CENTER OF
 BZ0300'A STEEL CATTLE GUARD ACROSS THE ROAD AND AT THE TOP OF A HILL, 73.0
 BZ0300'FEET NORTHEAST OF THE CENTER OF THE ROAD, 57.0 FEET SOUTHEAST OF THE
 BZ0300'BANK OF THE RIVER, 10.5 FEET EAST OF A 2 1/2-FOOT OAK TREE, 2.0 FEET
 BZ0300'SOUTH OF A REFERENCE POST, A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN
 BZ0300'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 BZ0300'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0157 ***********************************************************************
 CR0157  DESIGNATION -  C 160
 CR0157  PID         -  CR0157
 CR0157  STATE/COUNTY-  TX/GREGG
 CR0157  USGS QUAD   -  LAKEPORT (1983)
 CR0157
 CR0157                         *CURRENT SURVEY CONTROL
 CR0157  ___________________________________________________________________
 CR0157* NAD 83(1986)-  32 29 37.     (N)    094 43 46.     (W)     SCALED    
 CR0157* NAVD 88     -       101.483  (meters)     332.95   (feet)  ADJUSTED  
 CR0157  ___________________________________________________________________
 CR0157  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR0157  DYNAMIC HT  -         101.366 (meters)     332.56  (feet)  COMP
 CR0157  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 CR0157
 CR0157  VERT ORDER  -  SECOND    CLASS 0
 CR0157
 CR0157.The horizontal coordinates were scaled from a topographic map and have
 CR0157.an estimated accuracy of +/- 6 seconds.
 CR0157
 CR0157.The orthometric height was determined by differential leveling
 CR0157.and adjusted by the National Geodetic Survey in June 1991..
 CR0157
 CR0157.The geoid height was determined by GEOID03.
 CR0157
 CR0157.The dynamic height is computed by dividing the NAVD 88
 CR0157.geopotential number by the normal gravity value computed on the
 CR0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0157.degrees latitude (g = 980.6199 gals.).
 CR0157
 CR0157.The modeled gravity was interpolated from observed gravity values.
 CR0157
 CR0157;                    North         East    Units  Estimated Accuracy
 CR0157;SPC TXNC     - 2,098,060.      954,270.      MT  (+/- 180 meters Scaled)
 CR0157
 CR0157                          SUPERSEDED SURVEY CONTROL
 CR0157
 CR0157  NGVD 29 (??/??/92)  101.51   (m)          333.0    (f) COMPUTED    2 0
 CR0157
 CR0157.Superseded values are not recommended for survey control.
 CR0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0157.See file dsdata.txt to determine how the superseded data were derived.
 CR0157
 CR0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR375964(NAD 83)
 CR0157_MARKER: DB = BENCH MARK DISK
 CR0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0157_SP_SET: FOUNDATION
 CR0157_STAMPING: C 160 1934
 CR0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0157
 CR0157  HISTORY     - Date     Condition        Report By
 CR0157  HISTORY     - 1934     MONUMENTED       CGS
 CR0157  HISTORY     - 1940     MARK NOT FOUND   LOCENG
 CR0157
 CR0157                          STATION DESCRIPTION
 CR0157
 CR0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0157'IN LONGVIEW.
 CR0157'LONGVIEW JUNCTION.  80 YARDS SOUTHWEST OF 10TH TELEGRAPH POST
 CR0157'NORTHEAST OF MILEPOST 81.  40 YARDS SOUTHWEST OF MOBERLY STREET C.L.
 CR0157'AT R.R. SIGNAL TOWER 81.3.  TABLET SET IN TOP OF CONCRETE FOUNDATION,
 CR0157'11 FEET NORTHWEST OF INTERNATIONAL GREAT NORTHERN RR TRACK TO KILGORE.
 CR0157
 CR0157                          STATION RECOVERY (1940)
 CR0157
 CR0157'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 CR0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0452 ***********************************************************************
 CR0452  DESIGNATION -  C 161
 CR0452  PID         -  CR0452
 CR0452  STATE/COUNTY-  TX/SMITH
 CR0452  USGS QUAD   -  TROUP EAST (1973)
 CR0452
 CR0452                         *CURRENT SURVEY CONTROL
 CR0452  ___________________________________________________________________
 CR0452* NAD 83(1986)-  32 12 13.     (N)    095 04 40.     (W)     SCALED    
 CR0452* NAVD 88     -       142.842  (meters)     468.64   (feet)  ADJUSTED  
 CR0452  ___________________________________________________________________
 CR0452  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0452  DYNAMIC HT  -         142.674 (meters)     468.09  (feet)  COMP
 CR0452  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 CR0452
 CR0452  VERT ORDER  -  SECOND    CLASS 0
 CR0452
 CR0452.The horizontal coordinates were scaled from a topographic map and have
 CR0452.an estimated accuracy of +/- 6 seconds.
 CR0452
 CR0452.The orthometric height was determined by differential leveling
 CR0452.and adjusted by the National Geodetic Survey in June 1991..
 CR0452
 CR0452.The geoid height was determined by GEOID03.
 CR0452
 CR0452.The dynamic height is computed by dividing the NAVD 88
 CR0452.geopotential number by the normal gravity value computed on the
 CR0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0452.degrees latitude (g = 980.6199 gals.).
 CR0452
 CR0452.The modeled gravity was interpolated from observed gravity values.
 CR0452
 CR0452;                    North         East    Units  Estimated Accuracy
 CR0452;SPC TXNC     - 2,064,800.      922,600.      MT  (+/- 180 meters Scaled)
 CR0452
 CR0452                          SUPERSEDED SURVEY CONTROL
 CR0452
 CR0452  NGVD 29 (??/??/92)  142.860  (m)          468.70   (f) ADJ UNCH    2 0
 CR0452
 CR0452.Superseded values are not recommended for survey control.
 CR0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0452.See file dsdata.txt to determine how the superseded data were derived.
 CR0452
 CR0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR041648(NAD 83)
 CR0452_MARKER: DB = BENCH MARK DISK
 CR0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0452_STAMPING: C-161 1934
 CR0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0452+STABILITY: SURFACE MOTION
 CR0452
 CR0452  HISTORY     - Date     Condition        Report By
 CR0452  HISTORY     - 1934     MONUMENTED       CGS
 CR0452  HISTORY     - 1972     MARK NOT FOUND   USGS
 CR0452  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0452  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0452
 CR0452                          STATION DESCRIPTION
 CR0452
 CR0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0452'5.3 MI NE FROM TROUP.
 CR0452'5.3 MILES NORTHEAST OF, ALONG I. AND G.N.R.R. 200 FEET SOUTH OF SIGNAL
 CR0452'BOX, 45 FEET NORTH OF POLE 50/20, 40 FEET EAST OF TRACK, 35 FEET WEST
 CR0452'OF STATE HIGHWAY NO.135, 35 FEET SOUTH OF ROAD CROSSING THE TRACKS, 12
 CR0452'FEET SOUTH OF FENCE RUNNING TO CATTLE GUARD AND 3 FEET WEST OF RIGHT
 CR0452'OF WAY FENCE.  TABLET SET IN A PRECASTED POST STAMPED, C-161 1934.
 CR0452
 CR0452                          STATION RECOVERY (1972)
 CR0452
 CR0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CR0452'MARK NOT FOUND.
 CR0452
 CR0452                          STATION RECOVERY (1991)
 CR0452
 CR0452'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 CR0452'MARK NOT FOUND.
 CR0452
 CR0452                          STATION RECOVERY (1996)
 CR0452
 CR0452'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1348 ***********************************************************************
 BY1348  DESIGNATION -  C 162
 BY1348  PID         -  BY1348
 BY1348  STATE/COUNTY-  TX/CHEROKEE
 BY1348  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1348
 BY1348                         *CURRENT SURVEY CONTROL
 BY1348  ___________________________________________________________________
 BY1348* NAD 83(1986)-  31 59 16.     (N)    095 20 43.     (W)     SCALED    
 BY1348* NAVD 88     -       175.835  (meters)     576.89   (feet)  ADJUSTED  
 BY1348  ___________________________________________________________________
 BY1348  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BY1348  DYNAMIC HT  -         175.624 (meters)     576.19  (feet)  COMP
 BY1348  MODELED GRAV-     979,433.8   (mgal)                       NAVD 88
 BY1348
 BY1348  VERT ORDER  -  SECOND    CLASS 0
 BY1348
 BY1348.The horizontal coordinates were scaled from a topographic map and have
 BY1348.an estimated accuracy of +/- 6 seconds.
 BY1348
 BY1348.The orthometric height was determined by differential leveling
 BY1348.and adjusted by the National Geodetic Survey in June 1991..
 BY1348
 BY1348.The geoid height was determined by GEOID03.
 BY1348
 BY1348.The dynamic height is computed by dividing the NAVD 88
 BY1348.geopotential number by the normal gravity value computed on the
 BY1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1348.degrees latitude (g = 980.6199 gals.).
 BY1348
 BY1348.The modeled gravity was interpolated from observed gravity values.
 BY1348
 BY1348;                    North         East    Units  Estimated Accuracy
 BY1348;SPC TX C     - 3,267,890.    1,171,260.      MT  (+/- 180 meters Scaled)
 BY1348
 BY1348                          SUPERSEDED SURVEY CONTROL
 BY1348
 BY1348  NGVD 29 (??/??/92)  175.861  (m)          576.97   (f) ADJ UNCH    2 0
 BY1348
 BY1348.Superseded values are not recommended for survey control.
 BY1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1348.See file dsdata.txt to determine how the superseded data were derived.
 BY1348
 BY1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR784414(NAD 83)
 BY1348_MARKER: DB = BENCH MARK DISK
 BY1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1348_STAMPING: C-162 1934
 BY1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1348+STABILITY: SURFACE MOTION
 BY1348
 BY1348  HISTORY     - Date     Condition        Report By
 BY1348  HISTORY     - 1934     MONUMENTED       CGS
 BY1348  HISTORY     - 1942     GOOD             NGS
 BY1348  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1348  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY1348
 BY1348                          STATION DESCRIPTION
 BY1348
 BY1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY1348'4.8 MI NW FROM JACKSONVILLE.
 BY1348'4.8 MILES NORTHWEST OF, ALONG T. AND N.O.R.R. AT FRYS GAP. .4 MILES
 BY1348'WEST OF MILE POST 206, 925 FEET WEST OF TRESTLE 206 A, 225 FEET WEST
 BY1348'OF WEST END OF STATION PLATFORM, 43 FEET NORTH OF MAIN TRACK AND 5
 BY1348'FEET EAST OF FENCE RUNNING TO CATTLE GUARD 206 B. TABLET SET IN
 BY1348'PRECASTED POST STAMPED, C-162 1934.
 BY1348
 BY1348                          STATION RECOVERY (1942)
 BY1348
 BY1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BY1348'RECOVERED IN GOOD CONDITION.
 BY1348
 BY1348                          STATION RECOVERY (1996)
 BY1348
 BY1348'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1348'MARK NOT FOUND.
 BY1348
 BY1348                          STATION RECOVERY (2004)
 BY1348
 BY1348'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0826 ***********************************************************************
 BY0826  DESIGNATION -  C 163
 BY0826  PID         -  BY0826
 BY0826  STATE/COUNTY-  TX/ANGELINA
 BY0826  USGS QUAD   -  LUFKIN (1980)
 BY0826
 BY0826                         *CURRENT SURVEY CONTROL
 BY0826  ___________________________________________________________________
 BY0826* NAD 83(1986)-  31 19 41.     (N)    094 44 05.     (W)     SCALED    
 BY0826* NAVD 88     -        87.73   (+/-2cm)     287.8    (feet)  VERTCON   
 BY0826  ___________________________________________________________________
 BY0826  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY0826
 BY0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0826
 BY0826.The horizontal coordinates were scaled from a topographic map and have
 BY0826.an estimated accuracy of +/- 6 seconds.
 BY0826
 BY0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0826.The vertical order pertains to the NGVD 29 superseded value.
 BY0826
 BY0826.The geoid height was determined by GEOID03.
 BY0826
 BY0826;                    North         East    Units  Estimated Accuracy
 BY0826;SPC TX C     - 3,197,580.    1,232,570.      MT  (+/- 180 meters Scaled)
 BY0826
 BY0826                          SUPERSEDED SURVEY CONTROL
 BY0826
 BY0826  NGVD 29 (??/??/92)   87.778  (m)          287.99   (f) ADJ UNCH    2 0
 BY0826
 BY0826.Superseded values are not recommended for survey control.
 BY0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0826.See file dsdata.txt to determine how the superseded data were derived.
 BY0826
 BY0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ349672(NAD 83)
 BY0826_MARKER: DB = BENCH MARK DISK
 BY0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0826_STAMPING: C 163 1934 288.169
 BY0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0826+STABILITY: SURFACE MOTION
 BY0826
 BY0826  HISTORY     - Date     Condition        Report By
 BY0826  HISTORY     - 1934     MONUMENTED       CGS
 BY0826  HISTORY     - 1947     GOOD             NGS
 BY0826
 BY0826                          STATION DESCRIPTION
 BY0826
 BY0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY0826'1.0 MI S FROM LUFKIN.
 BY0826'1.0 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0826'STATION AT LUFKIN, 0.3 MILE NORTH OF MILE POST 117, AT A ROAD CROSSING
 BY0826'AND AN ENTRANCE TO A CITY PARK, 49.0 FEET NORTH OF THE CENTER LINE OF
 BY0826'THE ROAD WHICH CROSSES THE TRACK AND LEADS INTO THE CITY PARK, 36.8
 BY0826'FEET EAST OF THE EAST RAIL OF THE TRACK, 27.5 FEET NORTHWEST OF THE
 BY0826'NORTHWEST CORNER OF THE STONE COLUMN ON THE NORTH SIDE OF THE ENTRANCE
 BY0826'TO THE PARK, 42.0 FEET WEST-NORTHWEST OF A 24-INCH OAK TREE, 23.0 FEET
 BY0826'NORTH OF A TELEGRAPH POLE NO. 752 AND IN LINE WITH THE TELEGRAPH
 BY0826'POLES, SET IN TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 BY0826'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0874 ***********************************************************************
 BL0874  DESIGNATION -  C 164
 BL0874  PID         -  BL0874
 BL0874  STATE/COUNTY-  TX/TRINITY
 BL0874  USGS QUAD   -  TRINITY EAST (1972)
 BL0874
 BL0874                         *CURRENT SURVEY CONTROL
 BL0874  ___________________________________________________________________
 BL0874* NAD 83(1986)-  30 55 18.     (N)    095 19 06.     (W)     SCALED    
 BL0874* NAVD 88     -        66.66   (+/-2cm)     218.7    (feet)  VERTCON   
 BL0874  ___________________________________________________________________
 BL0874  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL0874
 BL0874  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0874
 BL0874.The horizontal coordinates were scaled from a topographic map and have
 BL0874.an estimated accuracy of +/- 6 seconds.
 BL0874
 BL0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0874.The vertical order pertains to the NGVD 29 superseded value.
 BL0874
 BL0874.The geoid height was determined by GEOID03.
 BL0874
 BL0874;                    North         East    Units  Estimated Accuracy
 BL0874;SPC TX C     - 3,149,930.    1,179,130.      MT  (+/- 180 meters Scaled)
 BL0874
 BL0874                          SUPERSEDED SURVEY CONTROL
 BL0874
 BL0874  NGVD 29 (??/??/92)   66.664  (m)          218.71   (f) ADJ UNCH    2 0
 BL0874
 BL0874.Superseded values are not recommended for survey control.
 BL0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0874.See file dsdata.txt to determine how the superseded data were derived.
 BL0874
 BL0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ784232(NAD 83)
 BL0874_MARKER: DB = BENCH MARK DISK
 BL0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0874_STAMPING: 218.858 C 164 1934
 BL0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0874+STABILITY: SURFACE MOTION
 BL0874
 BL0874  HISTORY     - Date     Condition        Report By
 BL0874  HISTORY     - 1934     MONUMENTED       CGS
 BL0874  HISTORY     - 1934     GOOD             NGS
 BL0874  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0874
 BL0874                          STATION DESCRIPTION
 BL0874
 BL0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0874'3.8 MI E FROM TRINITY.
 BL0874'3.8 MILES EAST ALONG THE ABANDONED WACO, BEAUMONT, TRINITY AND SABINE
 BL0874'RAILWAY FROM TRINITY, TRINITY COUNTY, AT A ROAD CROSSING, 40 FEET
 BL0874'SOUTHEAST OF THE CENTER OF THE CROSSING, 40 FEET EAST OF THE EAST END
 BL0874'OF A ROAD CULVERT, 33 FEET SOUTH OF THE TRACK, 33 FEET EAST OF THE
 BL0874'ROAD, AND 2 FEET SOUTH OF A ROW OF POLES.  A STANDARD DISK, STAMPED
 BL0874'218.858 C 164 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BL0874
 BL0874                          STATION RECOVERY (1996)
 BL0874
 BL0874'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0582 ***********************************************************************
 BL0582  DESIGNATION -  C 165
 BL0582  PID         -  BL0582
 BL0582  STATE/COUNTY-  TX/TYLER
 BL0582  USGS QUAD   -  CHAMBLISS HILL (1984)
 BL0582
 BL0582                         *CURRENT SURVEY CONTROL
 BL0582  ___________________________________________________________________
 BL0582* NAD 83(1986)-  30 45 20.     (N)    094 35 05.     (W)     SCALED    
 BL0582* NAVD 88     -       119.67   (+/-2cm)     392.6    (feet)  VERTCON   
 BL0582  ___________________________________________________________________
 BL0582  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0582
 BL0582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0582
 BL0582.The horizontal coordinates were scaled from a topographic map and have
 BL0582.an estimated accuracy of +/- 6 seconds.
 BL0582
 BL0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0582.The vertical order pertains to the NGVD 29 superseded value.
 BL0582
 BL0582.The geoid height was determined by GEOID03.
 BL0582
 BL0582;                    North         East    Units  Estimated Accuracy
 BL0582;SPC TX C     - 3,134,930.    1,250,110.      MT  (+/- 180 meters Scaled)
 BL0582
 BL0582                          SUPERSEDED SURVEY CONTROL
 BL0582
 BL0582  NGVD 29 (??/??/92)  119.675  (m)          392.63   (f) ADJ UNCH    2 0
 BL0582
 BL0582.Superseded values are not recommended for survey control.
 BL0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0582.See file dsdata.txt to determine how the superseded data were derived.
 BL0582
 BL0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ483035(NAD 83)
 BL0582_MARKER: DB = BENCH MARK DISK
 BL0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0582_STAMPING: 392.696 C 165 1934
 BL0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0582+STABILITY: SURFACE MOTION
 BL0582
 BL0582  HISTORY     - Date     Condition        Report By
 BL0582  HISTORY     - 1934     MONUMENTED       CGS
 BL0582  HISTORY     - 1934     GOOD             NGS
 BL0582
 BL0582                          STATION DESCRIPTION
 BL0582
 BL0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0582'12 MI W FROM WOODVILLE.
 BL0582'12.0 MILES WEST ALONG OLD ABANDONED STATE HIGHWAY 45 FROM WOODVILLE,
 BL0582'TYLER COUNTY, ON THE CREST OF A SMALL HILL, 279 FEET EAST OF THE
 BL0582'JUNCTION OF A ROAD LEADING TO A TEXAS FORESTRY SERVICE OBSERVATION
 BL0582'TOWER, AND 33 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY.  A
 BL0582'STANDARD DISK, STAMPED 392.696 C 165 1934 AND SET IN THE TOP OF A
 BL0582'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0547 ***********************************************************************
 BL0547  DESIGNATION -  C 166
 BL0547  PID         -  BL0547
 BL0547  STATE/COUNTY-  TX/POLK
 BL0547  USGS QUAD   -  LIVINGSTON (1984)
 BL0547
 BL0547                         *CURRENT SURVEY CONTROL
 BL0547  ___________________________________________________________________
 BL0547* NAD 83(1986)-  30 41 50.     (N)    094 56 55.     (W)     SCALED    
 BL0547* NAVD 88     -        38.41   (+/-2cm)     126.0    (feet)  VERTCON   
 BL0547  ___________________________________________________________________
 BL0547  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL0547
 BL0547  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0547
 BL0547.The horizontal coordinates were scaled from a topographic map and have
 BL0547.an estimated accuracy of +/- 6 seconds.
 BL0547
 BL0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0547.The vertical order pertains to the NGVD 29 superseded value.
 BL0547
 BL0547.The geoid height was determined by GEOID03.
 BL0547
 BL0547;                    North         East    Units  Estimated Accuracy
 BL0547;SPC TX C     - 3,126,720.    1,215,630.      MT  (+/- 180 meters Scaled)
 BL0547
 BL0547                          SUPERSEDED SURVEY CONTROL
 BL0547
 BL0547  NGVD 29 (??/??/92)   38.427  (m)          126.07   (f) ADJ UNCH    2 0
 BL0547
 BL0547.Superseded values are not recommended for survey control.
 BL0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0547.See file dsdata.txt to determine how the superseded data were derived.
 BL0547
 BL0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP133976(NAD 83)
 BL0547_MARKER: DB = BENCH MARK DISK
 BL0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0547_STAMPING: C 166 1934
 BL0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0547+STABILITY: SURFACE MOTION
 BL0547
 BL0547  HISTORY     - Date     Condition        Report By
 BL0547  HISTORY     - 1934     MONUMENTED       CGS
 BL0547  HISTORY     - 1934     GOOD             NGS
 BL0547  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0547
 BL0547                          STATION DESCRIPTION
 BL0547
 BL0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0547'1.6 MI S FROM LIVINGSTON.
 BL0547'1.6 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0547'LIVINGSTON, POLK COUNTY, 4 POLES SOUTH OF MILEPOST 70, 28 FEET NORTH
 BL0547'OF TRESTLE 69 E OVER SHAW CREEK, 22 FEET WEST OF THE TRACK, 14 FEET
 BL0547'SOUTH OF A 3-FOOT PINE STUMP, 6 FEET WEST OF A TELEPHONE POLE, AND
 BL0547'1-1/2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C
 BL0547'166 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BL0547
 BL0547                          STATION RECOVERY (1997)
 BL0547
 BL0547'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0447 ***********************************************************************
 BL0447  DESIGNATION -  C 167
 BL0447  PID         -  BL0447
 BL0447  STATE/COUNTY-  TX/LIBERTY
 BL0447  USGS QUAD   -  ROMAYOR (1984)
 BL0447
 BL0447                         *CURRENT SURVEY CONTROL
 BL0447  ___________________________________________________________________
 BL0447* NAD 83(1986)-  30 27 06.     (N)    094 50 40.     (W)     SCALED    
 BL0447* NAVD 88     -        27.18   (+/-2cm)      89.2    (feet)  VERTCON   
 BL0447  ___________________________________________________________________
 BL0447  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0447
 BL0447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0447
 BL0447.The horizontal coordinates were scaled from a topographic map and have
 BL0447.an estimated accuracy of +/- 6 seconds.
 BL0447
 BL0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0447.The vertical order pertains to the NGVD 29 superseded value.
 BL0447
 BL0447.The geoid height was determined by GEOID03.
 BL0447
 BL0447;                    North         East    Units  Estimated Accuracy
 BL0447;SPC TX C     - 3,100,030.    1,226,940.      MT  (+/- 180 meters Scaled)
 BL0447
 BL0447                          SUPERSEDED SURVEY CONTROL
 BL0447
 BL0447  NGVD 29 (??/??/92)   27.193  (m)           89.22   (f) ADJ UNCH    2 0
 BL0447
 BL0447.Superseded values are not recommended for survey control.
 BL0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0447.See file dsdata.txt to determine how the superseded data were derived.
 BL0447
 BL0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP229702(NAD 83)
 BL0447_MARKER: DB = BENCH MARK DISK
 BL0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0447_STAMPING: C 167 1934
 BL0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0447+STABILITY: SURFACE MOTION
 BL0447
 BL0447  HISTORY     - Date     Condition        Report By
 BL0447  HISTORY     - 1934     MONUMENTED       CGS
 BL0447  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0447
 BL0447                          STATION DESCRIPTION
 BL0447
 BL0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0447'4.9 MI W FROM RYE.
 BL0447'4.9 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM RYE,
 BL0447'LIBERTY COUNTY, 75 FEET EAST OF MILEPOST 111, AT ROMAYOR, 20 FEET WEST
 BL0447'OF THE SOUTHEAST CORNER OF THE STATION, IN FRONT OF THE BAY WINDOWS,
 BL0447'AND 18 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 BL0447'DISK, STAMPED C 167 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BL0447
 BL0447                          STATION RECOVERY (1977)
 BL0447
 BL0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0582 ***********************************************************************
 AW0582  DESIGNATION -  C 168
 AW0582  PID         -  AW0582
 AW0582  STATE/COUNTY-  TX/GALVESTON
 AW0582  USGS QUAD   -  GALVESTON (1994)
 AW0582
 AW0582                         *CURRENT SURVEY CONTROL
 AW0582  ___________________________________________________________________
 AW0582* NAD 83(1986)-  29 19 07.     (N)    094 45 43.     (W)     SCALED    
 AW0582* NAVD 88     -         4.303  (meters)      14.12   (feet)  ADJUSTED  
 AW0582  ___________________________________________________________________
 AW0582  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW0582  DYNAMIC HT  -           4.297 (meters)      14.10  (feet)  COMP
 AW0582  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 AW0582
 AW0582  VERT ORDER  -  FIRST     CLASS II
 AW0582
 AW0582.The horizontal coordinates were scaled from a topographic map and have
 AW0582.an estimated accuracy of +/- 6 seconds.
 AW0582
 AW0582.The orthometric height was determined by differential leveling
 AW0582.and adjusted by the National Geodetic Survey in March 1997..
 AW0582.WARNING-Repeat measurements at this control monument indicate possible
 AW0582.vertical movement.
 AW0582
 AW0582.The geoid height was determined by GEOID03.
 AW0582
 AW0582.The dynamic height is computed by dividing the NAVD 88
 AW0582.geopotential number by the normal gravity value computed on the
 AW0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0582.degrees latitude (g = 980.6199 gals.).
 AW0582
 AW0582.The modeled gravity was interpolated from observed gravity values.
 AW0582
 AW0582;                    North         East    Units  Estimated Accuracy
 AW0582;SPC TXSC     - 4,172,070.    1,011,530.      MT  (+/- 180 meters Scaled)
 AW0582
 AW0582                          SUPERSEDED SURVEY CONTROL
 AW0582
 AW0582  NAVD 88 (06/15/91)    4.341  (m)           14.24   (f) UNKNOWN     1 1
 AW0582  NGVD 29 (12/23/87)    4.337  (m)           14.23   (f) ADJUSTED    1 1
 AW0582
 AW0582.Superseded values are not recommended for survey control.
 AW0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0582.See file dsdata.txt to determine how the superseded data were derived.
 AW0582
 AW0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN289445(NAD 83)
 AW0582_MARKER: DJ = TIDAL STATION DISK
 AW0582_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0582_SP_SET: SEAWALL
 AW0582_STAMPING: C 168 1936 ELEV 15.157 FT
 AW0582_MARK LOGO: CGS   
 AW0582_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0582+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0582
 AW0582  HISTORY     - Date     Condition        Report By
 AW0582  HISTORY     - 1936     MONUMENTED       CGS
 AW0582  HISTORY     - 1964     GOOD             NGS
 AW0582  HISTORY     - 1978     GOOD             NGS
 AW0582  HISTORY     - 1984     GOOD             USPSQD
 AW0582  HISTORY     - 1987     GOOD             NGS
 AW0582  HISTORY     - 1988     GOOD             USPSQD
 AW0582  HISTORY     - 1988     GOOD             USPSQD
 AW0582  HISTORY     - 1988     GOOD             USPSQD
 AW0582  HISTORY     - 1988     GOOD             USPSQD
 AW0582  HISTORY     - 1988     GOOD             USPSQD
 AW0582  HISTORY     - 1988     GOOD             USPSQD
 AW0582  HISTORY     - 1988     GOOD             USPSQD
 AW0582  HISTORY     - 1988     GOOD             USPSQD
 AW0582  HISTORY     - 1989     GOOD             USPSQD
 AW0582  HISTORY     - 1989     GOOD             USPSQD
 AW0582  HISTORY     - 1989     GOOD             USPSQD
 AW0582  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0582  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0582  HISTORY     - 1989     GOOD             USPSQD
 AW0582  HISTORY     - 1989     GOOD             USPSQD
 AW0582  HISTORY     - 1989     GOOD             USPSQD
 AW0582  HISTORY     - 1989     GOOD             USPSQD
 AW0582  HISTORY     - 1990     GOOD             USPSQD
 AW0582  HISTORY     - 19951006 GOOD             CHANCE
 AW0582  HISTORY     - 19960327 GOOD             NGS
 AW0582  HISTORY     - 19961205 GOOD             NGS
 AW0582  HISTORY     - 20031210 GOOD             USPSQD
 AW0582  HISTORY     - 20041210 GOOD             USPSQD
 AW0582  HISTORY     - 20051214 GOOD             USPSQD
 AW0582
 AW0582                          STATION DESCRIPTION
 AW0582
 AW0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0582'2.5 MI NE FROM GALVESTON.
 AW0582'ABOUT 2.5 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0582'CENTER AT GALVESTON, ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION OF A
 AW0582'ROAD LEADING OFF THE BOULEVARD TO THE BUREAU OF COMMERCIAL FISHERIES
 AW0582'BIOLOGICAL LABORATORY, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW0582'BOULEVARD, SET IN THE CENTER OF THE TOP OF THE CONCRETE SEA WALL, AND
 AW0582'ABOUT LEVEL WITH THE BOULEVARD.
 AW0582
 AW0582                          STATION RECOVERY (1978)
 AW0582
 AW0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1984)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1987)
 AW0582
 AW0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0582'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE 1964
 AW0582'DESCRIPTION STATES THAT THE DISK TYPE IS IS A BENCH MARK DISK AND WAS
 AW0582'STAMPED C 168 1926 ELEV 15.157 FT, BUT THE DISK IS A TIDAL BENCH MARK
 AW0582'DISK STAMPED C 168 1936 ELEV 15.157 FT.
 AW0582
 AW0582                          STATION RECOVERY (1988)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1988)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1988)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1988)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1988)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1988)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1988)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1988)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1989)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1989)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1989 (MCM)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1989)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1989)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0582'MARK NOT FOUND.
 AW0582
 AW0582                          STATION RECOVERY (1989)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJC)
 AW0582'MARK NOT FOUND.
 AW0582
 AW0582                          STATION RECOVERY (1989)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1989)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1989)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1989)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1990)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (1995)
 AW0582
 AW0582'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0582'RECOVERED AS DESCRIBED.  ADDITIONAL TIES FOLLOW.  0.6 M (2.0 FT)
 AW0582'NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL, 4.0 M (13.1 FT)
 AW0582'SOUTHEAST OF THE SOUTHEAST EDGE OF SEAWALL BOULEVARD, 18 M (59.1 FT)
 AW0582'SOUTH OF A POWERLINE CROSSING OVER THE BOULEVARD, 35.9 M (117.8 FT)
 AW0582'SOUTHWEST OF A UTILITY POLE WITH TRANSFORMER.
 AW0582
 AW0582                          STATION RECOVERY (1996)
 AW0582
 AW0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RWD)
 AW0582'RECOVERED AS DESCRIBED.
 AW0582
 AW0582                          STATION RECOVERY (1996)
 AW0582
 AW0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0582'1.8 KM (1.10 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW0582'JUNCTION OF BROADWAY AVENUE IN GALVESTON, IN A CONCRETE SEAWALL ALONG
 AW0582'THE SOUTH SIDE OF THE BOULEVARD, 18.0 M (59.1 FT) SOUTHWEST OF A
 AW0582'UTILITY LINE CROSSING THE BOULEVARD, 10.2 M (33.5 FT) SOUTHEAST OF THE
 AW0582'BOULEVARD CENTERLINE, 0.5 M (1.6 FT) WEST OF THE EAST EDGE OF THE
 AW0582'SEAWALL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
 AW0582
 AW0582                          STATION RECOVERY (2003)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (2004)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0582'RECOVERED IN GOOD CONDITION.
 AW0582
 AW0582                          STATION RECOVERY (2005)
 AW0582
 AW0582'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0582'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0101 ***********************************************************************
 CD0101  DESIGNATION -  C 17
 CD0101  PID         -  CD0101
 CD0101  STATE/COUNTY-  TX/CULBERSON
 CD0101  USGS QUAD   -  KENT (1970)
 CD0101
 CD0101                         *CURRENT SURVEY CONTROL
 CD0101  ___________________________________________________________________
 CD0101* NAD 83(1986)-  31 04 04.     (N)    104 13 02.     (W)     SCALED    
 CD0101* NAVD 88     -      1284.352  (meters)    4213.74   (feet)  ADJUSTED  
 CD0101  ___________________________________________________________________
 CD0101  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CD0101  DYNAMIC HT  -        1282.354 (meters)    4207.19  (feet)  COMP
 CD0101  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 CD0101
 CD0101  VERT ORDER  -  FIRST     CLASS II
 CD0101
 CD0101.The horizontal coordinates were scaled from a topographic map and have
 CD0101.an estimated accuracy of +/- 6 seconds.
 CD0101
 CD0101.The orthometric height was determined by differential leveling
 CD0101.and adjusted by the National Geodetic Survey in June 1991..
 CD0101
 CD0101.The geoid height was determined by GEOID03.
 CD0101
 CD0101.The dynamic height is computed by dividing the NAVD 88
 CD0101.geopotential number by the normal gravity value computed on the
 CD0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0101.degrees latitude (g = 980.6199 gals.).
 CD0101
 CD0101.The modeled gravity was interpolated from observed gravity values.
 CD0101
 CD0101;                    North         East    Units  Estimated Accuracy
 CD0101;SPC TX C     - 3,161,790.      329,450.      MT  (+/- 180 meters Scaled)
 CD0101
 CD0101                          SUPERSEDED SURVEY CONTROL
 CD0101
 CD0101  NGVD 29 (??/??/92) 1283.853  (m)         4212.11   (f) ADJ UNCH    1 2
 CD0101
 CD0101.Superseded values are not recommended for survey control.
 CD0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0101.See file dsdata.txt to determine how the superseded data were derived.
 CD0101
 CD0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ746373(NAD 83)
 CD0101_MARKER: Z = SEE DESCRIPTION
 CD0101_SETTING: 66 = SET IN ROCK OUTCROP
 CD0101_SP_SET: LIMESTONE POST
 CD0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0101+STABILITY: POSITION/ELEVATION WELL
 CD0101
 CD0101  HISTORY     - Date     Condition        Report By
 CD0101  HISTORY     - UNK      MONUMENTED       CGS
 CD0101  HISTORY     - 1956     GOOD             NGS
 CD0101  HISTORY     - 1970     MARK NOT FOUND   USGS
 CD0101  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0101
 CD0101                          STATION DESCRIPTION
 CD0101
 CD0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0101'IN KENT.
 CD0101'AT KENT, 71 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE TEXAS AND
 CD0101'PACIFIC RAILROAD STATION, 105 FEET NORTHWEST OF THE NORTHWEST CORNER
 CD0101'OF THE POST OFFICE, 30.2 FEET NORTH OF THE NORTH EDGE OF THE ROUND
 CD0101'CONCRETE COVER OF A CISTERN, 53.5 FEET NORTH OF THE NORTH RAIL OF A
 CD0101'SIDE TRACK, 29.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 17
 CD0101'FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 11.7 FEET NORTHWEST OF A
 CD0101'TELEPHONE POLE, 8.2 FEET NORTHEAST OF A 6 INCH WALNUT TREE, IN THE TOP
 CD0101'OF A LIMESTONE POST.  NOTE-- OLD RR STA. GONE.
 CD0101
 CD0101                          STATION RECOVERY (1970)
 CD0101
 CD0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CD0101'MARK NOT FOUND.
 CD0101
 CD0101                          STATION RECOVERY (1981)
 CD0101
 CD0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0101'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1579 ***********************************************************************
 AW1579  DESIGNATION -  C 170
 AW1579  PID         -  AW1579
 AW1579  STATE/COUNTY-  TX/HARRIS
 AW1579  USGS QUAD   -  LEAGUE CITY (1995)
 AW1579
 AW1579                         *CURRENT SURVEY CONTROL
 AW1579  ___________________________________________________________________
 AW1579* NAD 83(1986)-  29 33 28.     (N)    095 01 01.     (W)     SCALED    
 AW1579* NAVD 88     -         0.269  (meters)       0.88   (feet)  ADJUSTED  
 AW1579  ___________________________________________________________________
 AW1579  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1579  DYNAMIC HT  -           0.268 (meters)       0.88  (feet)  COMP
 AW1579  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 AW1579
 AW1579  VERT ORDER  -  FIRST     CLASS II
 AW1579
 AW1579.The horizontal coordinates were scaled from a topographic map and have
 AW1579.an estimated accuracy of +/- 6 seconds.
 AW1579
 AW1579.The orthometric height was determined by differential leveling
 AW1579.and adjusted by the National Geodetic Survey in June 1991..
 AW1579
 AW1579.The geoid height was determined by GEOID03.
 AW1579
 AW1579.The dynamic height is computed by dividing the NAVD 88
 AW1579.geopotential number by the normal gravity value computed on the
 AW1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1579.degrees latitude (g = 980.6199 gals.).
 AW1579
 AW1579.The modeled gravity was interpolated from observed gravity values.
 AW1579
 AW1579;                    North         East    Units  Estimated Accuracy
 AW1579;SPC TXSC     - 4,197,690.      985,880.      MT  (+/- 180 meters Scaled)
 AW1579
 AW1579                          SUPERSEDED SURVEY CONTROL
 AW1579
 AW1579  NGVD 29 (12/23/87)    0.266  (m)            0.87   (f) ADJUSTED    1 2
 AW1579
 AW1579.Superseded values are not recommended for survey control.
 AW1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1579.See file dsdata.txt to determine how the superseded data were derived.
 AW1579
 AW1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN045714(NAD 83)
 AW1579_MARKER: DB = BENCH MARK DISK
 AW1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1579_SP_SET: CONCRETE POST
 AW1579_STAMPING: C 170 1936 5.653
 AW1579_MARK LOGO: CGS   
 AW1579_PROJECTION: RECESSED 20 CENTIMETERS
 AW1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1579+STABILITY: SURFACE MOTION
 AW1579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1579+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2003
 AW1579
 AW1579  HISTORY     - Date     Condition        Report By
 AW1579  HISTORY     - 1936     MONUMENTED       CGS
 AW1579  HISTORY     - 1973     GOOD             NGS
 AW1579  HISTORY     - 1974     GOOD             LOCENG
 AW1579  HISTORY     - 1978     GOOD             NGS
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     POOR             USPSQD
 AW1579  HISTORY     - 1987     POOR             USPSQD
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     GOOD             USPSQD
 AW1579  HISTORY     - 1987     GOOD             NGS
 AW1579  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1579  HISTORY     - 1988     GOOD             USPSQD
 AW1579  HISTORY     - 1988     GOOD             USPSQD
 AW1579  HISTORY     - 1988     GOOD             USPSQD
 AW1579  HISTORY     - 1988     GOOD             USPSQD
 AW1579  HISTORY     - 1988     GOOD             USPSQD
 AW1579  HISTORY     - 1988     GOOD             USPSQD
 AW1579  HISTORY     - 1988     GOOD             USPSQD
 AW1579  HISTORY     - 1988     GOOD             USPSQD
 AW1579  HISTORY     - 1988     GOOD             USPSQD
 AW1579  HISTORY     - 1988     GOOD             USPSQD
 AW1579  HISTORY     - 1988     GOOD             USPSQD
 AW1579  HISTORY     - 1988     GOOD             USPSQD
 AW1579  HISTORY     - 1988     GOOD             USPSQD
 AW1579  HISTORY     - 1989     GOOD             USPSQD
 AW1579  HISTORY     - 1989     GOOD             USPSQD
 AW1579  HISTORY     - 1989     GOOD             USPSQD
 AW1579  HISTORY     - 1989     GOOD             USPSQD
 AW1579  HISTORY     - 1989     GOOD             USPSQD
 AW1579  HISTORY     - 1989     GOOD             USPSQD
 AW1579  HISTORY     - 1989     GOOD             USPSQD
 AW1579  HISTORY     - 1990     GOOD             USPSQD
 AW1579  HISTORY     - 1990     GOOD             USPSQD
 AW1579  HISTORY     - 1991     POOR             USPSQD
 AW1579  HISTORY     - 19931120 GOOD             USPSQD
 AW1579  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1579  HISTORY     - 20020308 GOOD             USPSQD
 AW1579  HISTORY     - 20020309 GOOD             USPSQD
 AW1579  HISTORY     - 20031107 GOOD             USPSQD
 AW1579  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW1579
 AW1579                          STATION DESCRIPTION
 AW1579
 AW1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1579'0.7 MI SE FROM SEABROOK.
 AW1579'ABOUT 0.7 MILE SOUTHEAST ALONG SECOND ST. FROM THE INTERSECTION OF
 AW1579'STATE HWY. 146 AND NASA RD. 1 AT SEABROOK, ABOUT 0.5 MILE SOUTHEAST OF
 AW1579'THE POST OFFICE, 36 1/2 FEET EAST OF THE CENTER OF THE JUNCTION OF
 AW1579'TODVILLE RD. AND THE END OF SECOND ST., 25 1/2 FEET NORTHEAST OF THE
 AW1579'CENTER LINE OF A SHELL ROAD AND THE EXTENDED CENTER LINE OF SECOND
 AW1579'ST., 24 FEET SOUTHEAST OF THE CENTER LINE OF TODVILLE RD., 1.2 FEET
 AW1579'SOUTHEAST OF A POWER POLE, ABOUT 1.4 FEET NORTHWEST OF A FENCE CORNER
 AW1579'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1579
 AW1579                          STATION RECOVERY (1974)
 AW1579
 AW1579'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1978)
 AW1579
 AW1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1579'ADD=27 FEET SOUTHEAST OF CENTERLINE OF TODVILLE ROAD, 36 FEET
 AW1579'NORTHEAST OF CENTERLINE JUNCTION OF TODVILLE ROAD AND SECOND
 AW1579'STREET.
 AW1579'NOTE=1 FOOT EAST-SOUTHEAST OF POWER POLE.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (RKC)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (LB)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (JM)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1579'MARK RECOVERED IN POOR CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1579'MARK RECOVERED IN POOR CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (AOM)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1987)
 AW1579
 AW1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1579'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW1579'CHANGE THE 40 CODE AND ADD THE 43 CODE.
 AW1579'THE MARK IS 0.18 METERS  SW FROM  A WITNESS POST
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1579'MARK NOT FOUND.
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1988)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1989)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1989)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1989)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1989)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1989)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1989)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1989)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1990)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1990)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1991)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAC)
 AW1579'MARK RECOVERED IN POOR CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (1993)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (2001)
 AW1579
 AW1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1579'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1579
 AW1579                          STATION RECOVERY (2002)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (2002)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (2003)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1579'RECOVERED IN GOOD CONDITION.
 AW1579
 AW1579                          STATION RECOVERY (2005)
 AW1579
 AW1579'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2728 ***********************************************************************
 AW2728  DESIGNATION -  C 171
 AW2728  PID         -  AW2728
 AW2728  STATE/COUNTY-  TX/GALVESTON
 AW2728  USGS QUAD   -  BACLIFF (1993)
 AW2728
 AW2728                         *CURRENT SURVEY CONTROL
 AW2728  ___________________________________________________________________
 AW2728* NAD 83(1986)-  29 30 25.     (N)    094 52 52.     (W)     SCALED    
 AW2728* NAVD 88     -         4.97   (+/-2cm)      16.3    (feet)  VERTCON   
 AW2728  ___________________________________________________________________
 AW2728  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW2728
 AW2728  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2728
 AW2728.The horizontal coordinates were scaled from a topographic map and have
 AW2728.an estimated accuracy of +/- 6 seconds.
 AW2728
 AW2728.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2728.The vertical order pertains to the NGVD 29 superseded value.
 AW2728
 AW2728.The geoid height was determined by GEOID03.
 AW2728
 AW2728;                    North         East    Units  Estimated Accuracy
 AW2728;SPC TXSC     - 4,192,510.      999,230.      MT  (+/- 180 meters Scaled)
 AW2728
 AW2728                          SUPERSEDED SURVEY CONTROL
 AW2728
 AW2728  NGVD 29 (??/??/92)    4.971  (m)           16.31   (f) ADJ UNCH    1 2
 AW2728
 AW2728.Superseded values are not recommended for survey control.
 AW2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2728.See file dsdata.txt to determine how the superseded data were derived.
 AW2728
 AW2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN176656(NAD 83)
 AW2728_MARKER: DB = BENCH MARK DISK
 AW2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2728_STAMPING: C-171 1936
 AW2728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2728+STABILITY: SURFACE MOTION
 AW2728
 AW2728  HISTORY     - Date     Condition        Report By
 AW2728  HISTORY     - 1936     MONUMENTED       CGS
 AW2728  HISTORY     - 1956     MARK NOT FOUND   USGS
 AW2728  HISTORY     - 19990808 MARK NOT FOUND   USPSQD
 AW2728
 AW2728                          STATION DESCRIPTION
 AW2728
 AW2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2728'3 MI NE FROM SAN LEON.
 AW2728'ABOUT 2 MILES EAST OF EDWARDS POINT, ON THE TOP OF SPOIL ISLAND OF RED
 AW2728'FISH REEF JUST WEST OF THE HOUSTON SHIP CHANNEL AND THE RED FISH REEF
 AW2728'LIGHT HOUSE.  MARK IS ABOUT 1500 FEET NORTHWEST OF THE LIGHT HOUSE,
 AW2728'ABOUT 1000 FEET SOUTH OF A SMALL BAY IN THE WEST SIDE OF THE ISLAND,
 AW2728'200 FEET EAST OF THE WEST SHORE OF THE ISLAND, 200 FEET WEST OF THE
 AW2728'EAST SHORE OF THE ISLAND, NEAR THE WEST END OF THE HIGHEST PART OF
 AW2728'RIDGE BETWEEN TWO DRAWS, IN A SMALL SAG IN THE TOP OF THE RIDGE, AND
 AW2728'ABOUT 15 FEET WEST OF A HOLE IN THE TOP OF THE RIDGE.
 AW2728
 AW2728                          STATION RECOVERY (1956)
 AW2728
 AW2728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AW2728'MARK NOT FOUND.
 AW2728
 AW2728                          STATION RECOVERY (1999)
 AW2728
 AW2728'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2496 ***********************************************************************
 AW2496  DESIGNATION -  C 172
 AW2496  PID         -  AW2496
 AW2496  STATE/COUNTY-  TX/GALVESTON
 AW2496  USGS QUAD   -  HIGH ISLAND (1994)
 AW2496
 AW2496                         *CURRENT SURVEY CONTROL
 AW2496  ___________________________________________________________________
 AW2496* NAD 83(1986)-  29 31 42.     (N)    094 26 45.     (W)     SCALED    
 AW2496* NAVD 88     -         1.39   (+/-2cm)       4.6    (feet)  VERTCON   
 AW2496  ___________________________________________________________________
 AW2496  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW2496
 AW2496  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2496
 AW2496.The horizontal coordinates were scaled from a topographic map and have
 AW2496.an estimated accuracy of +/- 6 seconds.
 AW2496
 AW2496.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2496.The vertical order pertains to the NGVD 29 superseded value.
 AW2496
 AW2496.The geoid height was determined by GEOID03.
 AW2496
 AW2496;                    North         East    Units  Estimated Accuracy
 AW2496;SPC TXSC     - 4,196,450.    1,041,310.      MT  (+/- 180 meters Scaled)
 AW2496
 AW2496                          SUPERSEDED SURVEY CONTROL
 AW2496
 AW2496  NGVD 29 (??/??/92)    1.39   (m)            4.6    (f) COMPUTED    1 2
 AW2496
 AW2496.Superseded values are not recommended for survey control.
 AW2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2496.See file dsdata.txt to determine how the superseded data were derived.
 AW2496
 AW2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN598673(NAD 83)
 AW2496_MARKER: DB = BENCH MARK DISK
 AW2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2496_STAMPING: C-172 1936
 AW2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2496+STABILITY: SURFACE MOTION
 AW2496
 AW2496  HISTORY     - Date     Condition        Report By
 AW2496  HISTORY     - 1936     MONUMENTED       CGS
 AW2496  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2496  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 AW2496  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW2496  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW2496  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW2496
 AW2496                          STATION DESCRIPTION
 AW2496
 AW2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2496'3.2 MI NE FROM GILCHRIST.
 AW2496'3.2 MILES NORTHEAST OF DEPOT ALONG STATE HIGHWAY 87 BETWEEN PORT
 AW2496'BOLIVAR AND HIGH ISLAND, 1 TELEPHONE POLE SOUTHWEST ALONG THE TRACK
 AW2496'FROM RAILROAD MILE POLE, 30, AND 36 FEET NORTHWEST OF THE CENTER LINE
 AW2496'OF THE HIGHWAY.
 AW2496
 AW2496                          STATION RECOVERY (1953)
 AW2496
 AW2496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2496'MARK NOT FOUND.
 AW2496
 AW2496                          STATION RECOVERY (1999)
 AW2496
 AW2496'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2496'MARK NOT FOUND.
 AW2496
 AW2496                          STATION RECOVERY (2002)
 AW2496
 AW2496'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW2496'MARK NOT FOUND.
 AW2496
 AW2496                          STATION RECOVERY (2003)
 AW2496
 AW2496'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW2496'MARK NOT FOUND.
 AW2496
 AW2496                          STATION RECOVERY (2005)
 AW2496
 AW2496'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2874 ***********************************************************************
 AW2874  DESIGNATION -  C 173
 AW2874  PID         -  AW2874
 AW2874  STATE/COUNTY-  TX/HARRIS
 AW2874  USGS QUAD   -  MORGANS POINT (1993)
 AW2874
 AW2874                         *CURRENT SURVEY CONTROL
 AW2874  ___________________________________________________________________
 AW2874* NAD 83(1986)-  29 41 52.     (N)    094 59 13.     (W)     SCALED    
 AW2874* NAVD 88     -         1.46   (+/-2cm)       4.8    (feet)  VERTCON   
 AW2874  ___________________________________________________________________
 AW2874  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW2874
 AW2874  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2874
 AW2874.The horizontal coordinates were scaled from a topographic map and have
 AW2874.an estimated accuracy of +/- 6 seconds.
 AW2874
 AW2874.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2874.The vertical order pertains to the NGVD 29 superseded value.
 AW2874
 AW2874.The geoid height was determined by GEOID03.
 AW2874
 AW2874;                    North         East    Units  Estimated Accuracy
 AW2874;SPC TXSC     - 4,213,290.      988,250.      MT  (+/- 180 meters Scaled)
 AW2874
 AW2874                          SUPERSEDED SURVEY CONTROL
 AW2874
 AW2874  NGVD 29 (??/??/92)    1.462  (m)            4.80   (f) ADJ UNCH    1 2
 AW2874
 AW2874.Superseded values are not recommended for survey control.
 AW2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2874.See file dsdata.txt to determine how the superseded data were derived.
 AW2874
 AW2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN077869(NAD 83)
 AW2874_MARKER: DB = BENCH MARK DISK
 AW2874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2874_SP_SET: BRIDGE
 AW2874_STAMPING: C 173 1936 ELEV 6.722 FT
 AW2874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2874
 AW2874  HISTORY     - Date     Condition        Report By
 AW2874  HISTORY     - 1936     MONUMENTED       CGS
 AW2874  HISTORY     - 1959     GOOD             NGS
 AW2874  HISTORY     - 1964     GOOD             NGS
 AW2874  HISTORY     - 19980114 MARK NOT FOUND   USPSQD
 AW2874
 AW2874                          STATION DESCRIPTION
 AW2874
 AW2874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2874'3.0 MI SW FROM BAYTOWN.
 AW2874'ABOUT 0.15 MILE EAST ALONG WEST DEFEE STREET FROM THE POSTOFFICE AT
 AW2874'BAYTOWN, THENCE ABOUT 0.8 MILE SOUTH ALONG SOUTH MAIN STREET, THENCE
 AW2874'ABOUT 0.45 MILE WEST ALONG WEST MAIN STREET, THENCE ABOUT 0.45 MILE
 AW2874'SOUTH ALONG LEE DRIVE, THENCE ABOUT 1.15 MILES SOUTH ALONG HOG ISLAND
 AW2874'ROAD, AT THE SOUTH END OF A LONG CONCRETE BRIDGE OVER TABBS BAY, IN
 AW2874'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FLOOR OF THE BRIDGE.
 AW2874
 AW2874                          STATION RECOVERY (1964)
 AW2874
 AW2874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2874'RECOVERED IN GOOD CONDITION.
 AW2874
 AW2874                          STATION RECOVERY (1998)
 AW2874
 AW2874'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3758 ***********************************************************************
 AW3758  DESIGNATION -  C 174
 AW3758  PID         -  AW3758
 AW3758  STATE/COUNTY-  TX/HARRIS
 AW3758  USGS QUAD   -  SETTEGAST (1995)
 AW3758
 AW3758                         *CURRENT SURVEY CONTROL
 AW3758  ___________________________________________________________________
 AW3758* NAD 83(1986)-  29 45 14.     (N)    095 17 52.     (W)     SCALED    
 AW3758* NAVD 88     -         8.93   (+/-2cm)      29.3    (feet)  VERTCON   
 AW3758  ___________________________________________________________________
 AW3758  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW3758
 AW3758  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3758
 AW3758.The horizontal coordinates were scaled from a topographic map and have
 AW3758.an estimated accuracy of +/- 6 seconds.
 AW3758
 AW3758.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3758.The vertical order pertains to the NGVD 29 superseded value.
 AW3758
 AW3758.The geoid height was determined by GEOID03.
 AW3758
 AW3758;                    North         East    Units  Estimated Accuracy
 AW3758;SPC TXSC     - 4,218,520.      957,990.      MT  (+/- 180 meters Scaled)
 AW3758
 AW3758                          SUPERSEDED SURVEY CONTROL
 AW3758
 AW3758  NGVD 29 (??/??/92)    8.931  (m)           29.30   (f) ADJ UNCH    1 2
 AW3758
 AW3758.Superseded values are not recommended for survey control.
 AW3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3758.See file dsdata.txt to determine how the superseded data were derived.
 AW3758
 AW3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN778937(NAD 83)
 AW3758_MARKER: DS = TRIANGULATION STATION DISK
 AW3758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3758_SP_SET: BRIDGE
 AW3758_STAMPING: C 174 1936 ELEV. 32.798 FT.
 AW3758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3758
 AW3758  HISTORY     - Date     Condition        Report By
 AW3758  HISTORY     - 1936     MONUMENTED       CGS
 AW3758  HISTORY     - 1973     GOOD             NGS
 AW3758  HISTORY     - 1987     GOOD             USPSQD
 AW3758  HISTORY     - 1987     GOOD             USPSQD
 AW3758  HISTORY     - 1987     GOOD             USPSQD
 AW3758  HISTORY     - 1987     GOOD             USPSQD
 AW3758  HISTORY     - 1988     GOOD             USPSQD
 AW3758  HISTORY     - 1988     GOOD             USPSQD
 AW3758  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW3758  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AW3758
 AW3758                          STATION DESCRIPTION
 AW3758
 AW3758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3758'IN HOUSTON.
 AW3758'AT HOUSTON, ABOUT 0.5 MILE EAST ALONG NAVIGATION BLVD. FROM THE REED
 AW3758'TOOL CO. BUILDING, THENCE 0.65 MILE NORTH ALONG 69TH STREET (ALT. US
 AW3758'HIGHWAY 90), AT A STEEL GIRDER BRIDGE OVER BUFFALO BAYOU, SET IN THE
 AW3758'TOP OF THE EAST END OF THE SOUTH CONCRETE SEAT OF THE BRIDGE, 8 FEET
 AW3758'EAST OF THE EAST STEEL GIRDER OF THE BRIDGE, AND 7 FEET BELOW THE
 AW3758'FLOOR OF THE BRIDGE.
 AW3758
 AW3758                          STATION RECOVERY (1987)
 AW3758
 AW3758'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW3758'RECOVERED IN GOOD CONDITION.
 AW3758
 AW3758                          STATION RECOVERY (1987)
 AW3758
 AW3758'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW3758'RECOVERED IN GOOD CONDITION.
 AW3758
 AW3758                          STATION RECOVERY (1987)
 AW3758
 AW3758'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW3758'RECOVERED IN GOOD CONDITION.
 AW3758
 AW3758                          STATION RECOVERY (1987)
 AW3758
 AW3758'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW3758'RECOVERED IN GOOD CONDITION.
 AW3758
 AW3758                          STATION RECOVERY (1988)
 AW3758
 AW3758'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW3758'RECOVERED IN GOOD CONDITION.
 AW3758
 AW3758                          STATION RECOVERY (1988)
 AW3758
 AW3758'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW3758'RECOVERED IN GOOD CONDITION.
 AW3758
 AW3758                          STATION RECOVERY (1996)
 AW3758
 AW3758'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3758'MARK NOT FOUND.
 AW3758
 AW3758                          STATION RECOVERY (2004)
 AW3758
 AW3758'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0584 ***********************************************************************
 AN0584  DESIGNATION -  C 175
 AN0584  PID         -  AN0584
 AN0584  STATE/COUNTY-  TX/CALHOUN
 AN0584  USGS QUAD   -  KAMEY (1995)
 AN0584
 AN0584                         *CURRENT SURVEY CONTROL
 AN0584  ___________________________________________________________________
 AN0584* NAD 83(1986)-  28 37 32.     (N)    096 43 33.     (W)     SCALED    
 AN0584* NAVD 88     -         8.90   (+/-2cm)      29.2    (feet)  VERTCON   
 AN0584  ___________________________________________________________________
 AN0584  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN0584
 AN0584  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0584
 AN0584.The horizontal coordinates were scaled from a topographic map and have
 AN0584.an estimated accuracy of +/- 6 seconds.
 AN0584
 AN0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0584.The vertical order pertains to the NGVD 29 superseded value.
 AN0584
 AN0584.The geoid height was determined by GEOID03.
 AN0584
 AN0584;                    North         East    Units  Estimated Accuracy
 AN0584;SPC TXSC     - 4,089,960.      822,360.      MT  (+/- 180 meters Scaled)
 AN0584
 AN0584                          SUPERSEDED SURVEY CONTROL
 AN0584
 AN0584  NGVD 29 (??/??/92)    9.022  (m)           29.60   (f) ADJ UNCH    1 2
 AN0584
 AN0584.Superseded values are not recommended for survey control.
 AN0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0584.See file dsdata.txt to determine how the superseded data were derived.
 AN0584
 AN0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS223686(NAD 83)
 AN0584_MARKER: DB = BENCH MARK DISK
 AN0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0584_SP_SET: CULVERT
 AN0584_STAMPING: C 175 1950
 AN0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0584
 AN0584  HISTORY     - Date     Condition        Report By
 AN0584  HISTORY     - 1950     MONUMENTED       CGS
 AN0584  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0584
 AN0584                          STATION DESCRIPTION
 AN0584
 AN0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN0584'6.55 MI NW FROM PORT LAVACA.
 AN0584'6.55 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0584'STATION AT PORT LAVACA, 17 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 AN0584'HIGHWAY 87, 66 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP OF
 AN0584'THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 3X10 FOOT CONCRETE
 AN0584'CULVERT UNDER THE HIGHWAY.
 AN0584
 AN0584                          STATION RECOVERY (1998)
 AN0584
 AN0584'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0585 ***********************************************************************
 AN0585  DESIGNATION -  C 175 RESET 1966
 AN0585  PID         -  AN0585
 AN0585  STATE/COUNTY-  TX/CALHOUN
 AN0585  USGS QUAD   -  KAMEY (1995)
 AN0585
 AN0585                         *CURRENT SURVEY CONTROL
 AN0585  ___________________________________________________________________
 AN0585* NAD 83(1986)-  28 37 31.     (N)    096 43 33.     (W)     SCALED    
 AN0585* NAVD 88     -         8.84   (+/-2cm)      29.0    (feet)  VERTCON   
 AN0585  ___________________________________________________________________
 AN0585  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN0585
 AN0585  VERT ORDER  -  THIRD (See Below)
 AN0585
 AN0585.The horizontal coordinates were scaled from a topographic map and have
 AN0585.an estimated accuracy of +/- 6 seconds.
 AN0585
 AN0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0585.The vertical order pertains to the NGVD 29 superseded value.
 AN0585
 AN0585.The geoid height was determined by GEOID03.
 AN0585
 AN0585;                    North         East    Units  Estimated Accuracy
 AN0585;SPC TXSC     - 4,089,930.      822,360.      MT  (+/- 180 meters Scaled)
 AN0585
 AN0585                          SUPERSEDED SURVEY CONTROL
 AN0585
 AN0585  NGVD 29 (??/??/??)    8.97   (m)           29.4    (f) RESET       3  
 AN0585
 AN0585.Superseded values are not recommended for survey control.
 AN0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0585.See file dsdata.txt to determine how the superseded data were derived.
 AN0585
 AN0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS223685(NAD 83)
 AN0585_MARKER: DB = BENCH MARK DISK
 AN0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0585_SP_SET: CULVERT
 AN0585_STAMPING: C 175 RESET 1966
 AN0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0585
 AN0585  HISTORY     - Date     Condition        Report By
 AN0585  HISTORY     - 1966     MONUMENTED       CGS
 AN0585  HISTORY     - 19980725 POOR             USPSQD
 AN0585
 AN0585                          STATION DESCRIPTION
 AN0585
 AN0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AN0585'6.55 MI NW FROM PORT LAVACA.
 AN0585'6.55 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AN0585'STATION AT PORT LAVACA, 56 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 28
 AN0585'FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 78, SET IN THE TOP OF
 AN0585'THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 3 X 10 FT. CONCRETE
 AN0585'CULVERT UNDER HIGHWAY.
 AN0585
 AN0585                          STATION RECOVERY (1998)
 AN0585
 AN0585'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0585'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0728 ***********************************************************************
 AH0728  DESIGNATION -  C 176
 AH0728  PID         -  AH0728
 AH0728  STATE/COUNTY-  TX/NUECES
 AH0728  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0728
 AH0728                         *CURRENT SURVEY CONTROL
 AH0728  ___________________________________________________________________
 AH0728* NAD 83(1986)-  27 44 46.     (N)    097 41 42.     (W)     SCALED    
 AH0728* NAVD 88     -        22.051  (meters)      72.35   (feet)  ADJUSTED  
 AH0728  ___________________________________________________________________
 AH0728  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH0728  DYNAMIC HT  -          22.018 (meters)      72.24  (feet)  COMP
 AH0728  MODELED GRAV-     979,115.1   (mgal)                       NAVD 88
 AH0728
 AH0728  VERT ORDER  -  FIRST     CLASS II
 AH0728
 AH0728.The horizontal coordinates were scaled from a topographic map and have
 AH0728.an estimated accuracy of +/- 6 seconds.
 AH0728
 AH0728.The orthometric height was determined by differential leveling
 AH0728.and adjusted by the National Geodetic Survey in June 1991..
 AH0728
 AH0728.The geoid height was determined by GEOID03.
 AH0728
 AH0728.The dynamic height is computed by dividing the NAVD 88
 AH0728.geopotential number by the normal gravity value computed on the
 AH0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0728.degrees latitude (g = 980.6199 gals.).
 AH0728
 AH0728.The modeled gravity was interpolated from observed gravity values.
 AH0728
 AH0728;                    North         East    Units  Estimated Accuracy
 AH0728;SPC TX S     - 5,230,650.      379,360.      MT  (+/- 180 meters Scaled)
 AH0728
 AH0728                          SUPERSEDED SURVEY CONTROL
 AH0728
 AH0728  NGVD 29 (??/??/92)   22.178  (m)           72.76   (f) ADJ UNCH    1 2
 AH0728
 AH0728.Superseded values are not recommended for survey control.
 AH0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0728.See file dsdata.txt to determine how the superseded data were derived.
 AH0728
 AH0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR286697(NAD 83)
 AH0728_MARKER: DB = BENCH MARK DISK
 AH0728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0728_SP_SET: BRIDGE
 AH0728_STAMPING: C 176 1950
 AH0728_MARK LOGO: CGS   
 AH0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0728
 AH0728  HISTORY     - Date     Condition        Report By
 AH0728  HISTORY     - 1950     MONUMENTED       CGS
 AH0728  HISTORY     - 1969     GOOD             NGS
 AH0728  HISTORY     - 1981     GOOD             NGS
 AH0728  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0728
 AH0728                          STATION DESCRIPTION
 AH0728
 AH0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0728'3.4 MI SW FROM ROBSTOWN.
 AH0728'3.4 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0728'RAILROAD FROM THE STATION AT ROBSTOWN, SET IN THE TOP OF THE NORTHWEST
 AH0728'WINGWALL OF A SMALL CONCRETE BRIDGE UNDER U.S. HIGHWAY 77, 98 FEET
 AH0728'SOUTHEAST OF THE SOUTHEAST RAIL, 94 FEET SOUTHEAST OF THE EAST CORNER
 AH0728'OF BRIDGE 138.0, 22 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 AH0728'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0728
 AH0728                          STATION RECOVERY (1969)
 AH0728
 AH0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 AH0728'RECOVERED IN GOOD CONDITION.
 AH0728
 AH0728                          STATION RECOVERY (1981)
 AH0728
 AH0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0728'RECOVERED THIS DATE.  NOTE-6.9 KM (4.25 MI) SOUTHWEST ALONG U.S.
 AH0728'HIGHWAY 77 FROM THE JUNCTION OF STATE HIGHWAY 44 IN ROBSTOWN.
 AH0728
 AH0728                          STATION RECOVERY (2001)
 AH0728
 AH0728'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0969 ***********************************************************************
 AH0969  DESIGNATION -  C 177
 AH0969  PID         -  AH0969
 AH0969  STATE/COUNTY-  TX/JIM WELLS
 AH0969  USGS QUAD   -  AGUA DULCE (1979)
 AH0969
 AH0969                         *CURRENT SURVEY CONTROL
 AH0969  ___________________________________________________________________
 AH0969* NAD 83(1986)-  27 46 29.     (N)    097 56 43.     (W)     SCALED    
 AH0969* NAVD 88     -        42.692  (meters)     140.07   (feet)  ADJUSTED  
 AH0969  ___________________________________________________________________
 AH0969  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH0969  DYNAMIC HT  -          42.626 (meters)     139.85  (feet)  COMP
 AH0969  MODELED GRAV-     979,104.3   (mgal)                       NAVD 88
 AH0969
 AH0969  VERT ORDER  -  FIRST     CLASS II
 AH0969
 AH0969.The horizontal coordinates were scaled from a topographic map and have
 AH0969.an estimated accuracy of +/- 6 seconds.
 AH0969
 AH0969.The orthometric height was determined by differential leveling
 AH0969.and adjusted by the National Geodetic Survey in June 1991..
 AH0969
 AH0969.The geoid height was determined by GEOID03.
 AH0969
 AH0969.The dynamic height is computed by dividing the NAVD 88
 AH0969.geopotential number by the normal gravity value computed on the
 AH0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0969.degrees latitude (g = 980.6199 gals.).
 AH0969
 AH0969.The modeled gravity was interpolated from observed gravity values.
 AH0969
 AH0969;                    North         East    Units  Estimated Accuracy
 AH0969;SPC TX S     - 5,233,680.      354,680.      MT  (+/- 180 meters Scaled)
 AH0969
 AH0969                          SUPERSEDED SURVEY CONTROL
 AH0969
 AH0969  NGVD 29 (??/??/92)   42.800  (m)          140.42   (f) ADJ UNCH    1 2
 AH0969
 AH0969.Superseded values are not recommended for survey control.
 AH0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0969.See file dsdata.txt to determine how the superseded data were derived.
 AH0969
 AH0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR039726(NAD 83)
 AH0969_MARKER: DB = BENCH MARK DISK
 AH0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0969_STAMPING: C 177 1950
 AH0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0969+STABILITY: SURFACE MOTION
 AH0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0969+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AH0969
 AH0969  HISTORY     - Date     Condition        Report By
 AH0969  HISTORY     - 1950     MONUMENTED       CGS
 AH0969  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0969  HISTORY     - 20040203 GOOD             USPSQD
 AH0969
 AH0969                          STATION DESCRIPTION
 AH0969
 AH0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0969'2.2 MI W FROM AGUA DULCE.
 AH0969'2.2 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0969'AGUA DULCE, 12 1/2 POLES WEST OF MILEPOST 128, 37 FEET SOUTH OF THE
 AH0969'SOUTH RAIL, 19 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST DIRT
 AH0969'ROAD, 5.4 FEET EAST OF A TELEGRAPH POLE, 2.6 FEET SOUTH OF A WITNESS
 AH0969'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AH0969'THE GROUND.
 AH0969
 AH0969                          STATION RECOVERY (1975)
 AH0969
 AH0969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0969'MARK NOT FOUND.
 AH0969
 AH0969                          STATION RECOVERY (2004)
 AH0969
 AH0969'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0451 ***********************************************************************
 AB0451  DESIGNATION -  C 178
 AB0451  PID         -  AB0451
 AB0451  STATE/COUNTY-  TX/CAMERON
 AB0451  USGS QUAD   -  HARLINGEN (1983)
 AB0451
 AB0451                         *CURRENT SURVEY CONTROL
 AB0451  ___________________________________________________________________
 AB0451* NAD 83(1986)-  26 10 42.     (N)    097 42 07.     (W)     SCALED    
 AB0451* NAVD 88     -        13.573  (meters)      44.53   (feet)  ADJUSTED  
 AB0451  ___________________________________________________________________
 AB0451  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AB0451  DYNAMIC HT  -          13.551 (meters)      44.46  (feet)  COMP
 AB0451  MODELED GRAV-     979,032.7   (mgal)                       NAVD 88
 AB0451
 AB0451  VERT ORDER  -  FIRST     CLASS II
 AB0451
 AB0451.The horizontal coordinates were scaled from a topographic map and have
 AB0451.an estimated accuracy of +/- 6 seconds.
 AB0451
 AB0451.The orthometric height was determined by differential leveling
 AB0451.and adjusted by the National Geodetic Survey in June 1991..
 AB0451
 AB0451.The geoid height was determined by GEOID03.
 AB0451
 AB0451.The dynamic height is computed by dividing the NAVD 88
 AB0451.geopotential number by the normal gravity value computed on the
 AB0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0451.degrees latitude (g = 980.6199 gals.).
 AB0451
 AB0451.The modeled gravity was interpolated from observed gravity values.
 AB0451
 AB0451;                    North         East    Units  Estimated Accuracy
 AB0451;SPC TX S     - 5,056,940.      379,780.      MT  (+/- 180 meters Scaled)
 AB0451
 AB0451                          SUPERSEDED SURVEY CONTROL
 AB0451
 AB0451  NGVD 29 (??/??/92)   13.676  (m)           44.87   (f) ADJ UNCH    1 2
 AB0451
 AB0451.Superseded values are not recommended for survey control.
 AB0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0451.See file dsdata.txt to determine how the superseded data were derived.
 AB0451
 AB0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP297960(NAD 83)
 AB0451_MARKER: DD = SURVEY DISK
 AB0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0451_SP_SET: CULVERT
 AB0451_STAMPING: C 178 1951
 AB0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0451
 AB0451  HISTORY     - Date     Condition        Report By
 AB0451  HISTORY     - 1951     MONUMENTED
 AB0451  HISTORY     - 1951     GOOD             NGS
 AB0451  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0451  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0451
 AB0451                          STATION DESCRIPTION
 AB0451
 AB0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0451'1.2 MI SW FROM HARLINGEN.
 AB0451'0.35 MILE WEST ALONG U.S. HIGHWAY 83 SPUR FROM THE ST. LOUIS,
 AB0451'BROWNSVILLE AND MEXICO RAILROAD STATION AT HARLINGEN, THENCE 0.85 MILE
 AB0451'SOUTHEAST ALONG U.S. HIGHWAY 83, AT THE ENTRANCE TO THE HARLINGEN
 AB0451'MUNICIPAL GOLF COURSE, 96 FEET NORTHWEST OF THE EXTENDED CENTER LINE
 AB0451'OF A ROAD LEADING SOUTHWEST, 18 FEET NORTHEAST OF THE CENTER LINE OF
 AB0451'THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE NORTHEAST HEADWALL OF
 AB0451'AN IRRIGATION DITCH CULVERT UNDER THE HIGHWAY. NOTE-- NOW THE SOUTHERN
 AB0451'PACIFIC LINES.
 AB0451
 AB0451                          STATION RECOVERY (1991)
 AB0451
 AB0451'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0451'MARK NOT FOUND.
 AB0451
 AB0451                          STATION RECOVERY (1993)
 AB0451
 AB0451'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0476 ***********************************************************************
 AH0476  DESIGNATION -  C 179
 AH0476  PID         -  AH0476
 AH0476  STATE/COUNTY-  TX/KLEBERG
 AH0476  USGS QUAD   -  RIVIERA (1979)
 AH0476
 AH0476                         *CURRENT SURVEY CONTROL
 AH0476  ___________________________________________________________________
 AH0476* NAD 83(1986)-  27 21 58.     (N)    097 50 05.     (W)     SCALED    
 AH0476* NAVD 88     -        12.565  (meters)      41.22   (feet)  ADJUSTED  
 AH0476  ___________________________________________________________________
 AH0476  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AH0476  DYNAMIC HT  -          12.545 (meters)      41.16  (feet)  COMP
 AH0476  MODELED GRAV-     979,094.5   (mgal)                       NAVD 88
 AH0476
 AH0476  VERT ORDER  -  FIRST     CLASS II
 AH0476
 AH0476.The horizontal coordinates were scaled from a topographic map and have
 AH0476.an estimated accuracy of +/- 6 seconds.
 AH0476
 AH0476.The orthometric height was determined by differential leveling
 AH0476.and adjusted by the National Geodetic Survey in June 1991..
 AH0476
 AH0476.The geoid height was determined by GEOID03.
 AH0476
 AH0476.The dynamic height is computed by dividing the NAVD 88
 AH0476.geopotential number by the normal gravity value computed on the
 AH0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0476.degrees latitude (g = 980.6199 gals.).
 AH0476
 AH0476.The modeled gravity was interpolated from observed gravity values.
 AH0476
 AH0476;                    North         East    Units  Estimated Accuracy
 AH0476;SPC TX S     - 5,188,460.      365,810.      MT  (+/- 180 meters Scaled)
 AH0476
 AH0476                          SUPERSEDED SURVEY CONTROL
 AH0476
 AH0476  NGVD 29 (??/??/92)   12.663  (m)           41.55   (f) ADJ UNCH    1 2
 AH0476
 AH0476.Superseded values are not recommended for survey control.
 AH0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0476.See file dsdata.txt to determine how the superseded data were derived.
 AH0476
 AH0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR152275(NAD 83)
 AH0476_MARKER: DB = BENCH MARK DISK
 AH0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0476_STAMPING: C 179 1951
 AH0476_MARK LOGO: CGS   
 AH0476_PROJECTION: FLUSH
 AH0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0476+STABILITY: SURFACE MOTION
 AH0476
 AH0476  HISTORY     - Date     Condition        Report By
 AH0476  HISTORY     - 1951     MONUMENTED       CGS
 AH0476  HISTORY     - 1981     GOOD             NGS
 AH0476  HISTORY     - 1987     GOOD             USPSQD
 AH0476  HISTORY     - 1988     GOOD             USPSQD
 AH0476  HISTORY     - 19901007 GOOD             USPSQD
 AH0476
 AH0476                          STATION DESCRIPTION
 AH0476
 AH0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0476'4.75 MI N FROM RIVIERA.
 AH0476'4.75 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0476'FROM THE STATION AT RIVIERA, 81 FEET EAST OF MILEPOST 108, 49 FEET
 AH0476'WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 40.5 FEET EAST OF THE EAST
 AH0476'RAIL, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AH0476'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- NOW THE
 AH0476'SOUTHERN PACIFIC LINES.
 AH0476
 AH0476                          STATION RECOVERY (1981)
 AH0476
 AH0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0476'RECOVERED THIS DATE.  NOTE-8.6 KM (5.35 MI) NORTH-NORTHWEST ALONG U.S.
 AH0476'HIGHWAY 77 NORTHBOUND FROM THE JUNCTION OF STATE ROUTE 285 AND FARM
 AH0476'ROAD 771 IN RIVIERA.
 AH0476
 AH0476                          STATION RECOVERY (1987)
 AH0476
 AH0476'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AH0476'RECOVERED IN GOOD CONDITION.
 AH0476
 AH0476                          STATION RECOVERY (1988)
 AH0476
 AH0476'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0476'RECOVERED IN GOOD CONDITION.
 AH0476
 AH0476                          STATION RECOVERY (1990)
 AH0476
 AH0476'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AH0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0574 ***********************************************************************
 CD0574  DESIGNATION -  C 18
 CD0574  PID         -  CD0574
 CD0574  STATE/COUNTY-  TX/HUDSPETH
 CD0574  USGS QUAD   -  LASCA (1979)
 CD0574
 CD0574                         *CURRENT SURVEY CONTROL
 CD0574  ___________________________________________________________________
 CD0574* NAD 83(1986)-  31 13 34.     (N)    105 28 47.     (W)     SCALED    
 CD0574* NAVD 88     -      1365.773  (meters)    4480.87   (feet)  ADJUSTED  
 CD0574  ___________________________________________________________________
 CD0574  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CD0574  DYNAMIC HT  -        1363.602 (meters)    4473.75  (feet)  COMP
 CD0574  MODELED GRAV-     979,002.7   (mgal)                       NAVD 88
 CD0574
 CD0574  VERT ORDER  -  FIRST     CLASS II
 CD0574
 CD0574.The horizontal coordinates were scaled from a topographic map and have
 CD0574.an estimated accuracy of +/- 6 seconds.
 CD0574
 CD0574.The orthometric height was determined by differential leveling
 CD0574.and adjusted by the National Geodetic Survey in June 1991..
 CD0574
 CD0574.The geoid height was determined by GEOID03.
 CD0574
 CD0574.The dynamic height is computed by dividing the NAVD 88
 CD0574.geopotential number by the normal gravity value computed on the
 CD0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0574.degrees latitude (g = 980.6199 gals.).
 CD0574
 CD0574.The modeled gravity was interpolated from observed gravity values.
 CD0574
 CD0574;                    North         East    Units  Estimated Accuracy
 CD0574;SPC TX C     - 3,184,210.      209,890.      MT  (+/- 180 meters Scaled)
 CD0574
 CD0574                          SUPERSEDED SURVEY CONTROL
 CD0574
 CD0574  NGVD 29 (??/??/92) 1365.186  (m)         4478.95   (f) ADJ UNCH    1 2
 CD0574
 CD0574.Superseded values are not recommended for survey control.
 CD0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0574.See file dsdata.txt to determine how the superseded data were derived.
 CD0574
 CD0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ543547(NAD 83)
 CD0574_MARKER: Z = SEE DESCRIPTION
 CD0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0574+STABILITY: SURFACE MOTION
 CD0574
 CD0574  HISTORY     - Date     Condition        Report By
 CD0574  HISTORY     - UNK      MONUMENTED       CGS
 CD0574  HISTORY     - 1956     GOOD             NGS
 CD0574
 CD0574                          STATION DESCRIPTION
 CD0574
 CD0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0574'8.3 MI W FROM SIERRA BLANCA.
 CD0574'8.3 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0574'STATION AT SIERRA BLANCA, 11 POLES NORTHWEST OF MILEPOST 745, 103.9
 CD0574'FEET SOUTHEAST OF THE 13 POLE SOUTHEAST OF THE STATION SIGN AT LASCA,
 CD0574'44 FEET NORTHEAST OF THE NORTHEAST RAIL, 116.6 FEET EAST OF A SWITCH
 CD0574'STAND, 1.5 FEET NORTHWEST OF A WITNESS POST, 2.4 FEET SOUTHWEST OF A
 CD0574'FENCE, 103.9 FEET SOUTHEAST OF THE 4TH POLE NORTHWEST OF A ROAD
 CD0574'CROSSING, IN THE TOP OF A STONE POST WHICH PROJECTS 1.3 FEET ABOVE THE
 CD0574'GROUND, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0695 ***********************************************************************
 CD0695  DESIGNATION -  C 181
 CD0695  PID         -  CD0695
 CD0695  STATE/COUNTY-  TX/HUDSPETH
 CD0695  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0695
 CD0695                         *CURRENT SURVEY CONTROL
 CD0695  ___________________________________________________________________
 CD0695* NAD 83(1986)-  31 48 38.     (N)    105 39 02.     (W)     SCALED    
 CD0695* NAVD 88     -      1437.575  (meters)    4716.44   (feet)  ADJUSTED  
 CD0695  ___________________________________________________________________
 CD0695  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0695  DYNAMIC HT  -        1435.350 (meters)    4709.14  (feet)  COMP
 CD0695  MODELED GRAV-     979,041.1   (mgal)                       NAVD 88
 CD0695
 CD0695  VERT ORDER  -  FIRST     CLASS II
 CD0695
 CD0695.The horizontal coordinates were scaled from a topographic map and have
 CD0695.an estimated accuracy of +/- 6 seconds.
 CD0695
 CD0695.The orthometric height was determined by differential leveling
 CD0695.and adjusted by the National Geodetic Survey in June 1991..
 CD0695
 CD0695.The geoid height was determined by GEOID03.
 CD0695
 CD0695.The dynamic height is computed by dividing the NAVD 88
 CD0695.geopotential number by the normal gravity value computed on the
 CD0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0695.degrees latitude (g = 980.6199 gals.).
 CD0695
 CD0695.The modeled gravity was interpolated from observed gravity values.
 CD0695
 CD0695;                    North         East    Units  Estimated Accuracy
 CD0695;SPC TX C     - 3,249,700.      196,730.      MT  (+/- 180 meters Scaled)
 CD0695
 CD0695                          SUPERSEDED SURVEY CONTROL
 CD0695
 CD0695  NGVD 29 (??/??/92) 1436.938  (m)         4714.35   (f) ADJ UNCH    1 2
 CD0695
 CD0695.Superseded values are not recommended for survey control.
 CD0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0695.See file dsdata.txt to determine how the superseded data were derived.
 CD0695
 CD0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR384196(NAD 83)
 CD0695_MARKER: DB = BENCH MARK DISK
 CD0695_SETTING: 80 = SET IN A BOULDER
 CD0695_SP_SET: BOULDER
 CD0695_STAMPING: C 181 1933
 CD0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0695+STABILITY: SURFACE MOTION
 CD0695
 CD0695  HISTORY     - Date     Condition        Report By
 CD0695  HISTORY     - 1933     MONUMENTED       CGS
 CD0695  HISTORY     - 1943     GOOD             NGS
 CD0695  HISTORY     - 1976     MARK NOT FOUND   USGS
 CD0695  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0695
 CD0695                          STATION DESCRIPTION
 CD0695
 CD0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CD0695'52.7 MI E FROM EL PASO.
 CD0695'IN HUDSPETH COUNTY, 52.7 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0695'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, HALFWAY UP A RISE WEST
 CD0695'OF THE FIRST GULCH WEST OF AN ABANDONED SERVICE STATION, IN A DITCH,
 CD0695'25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 CD0695'3-FOOT LIMESTONE BOULDER CEMENTED IN CALICHE.  A STANDARD DISK,
 CD0695'STAMPED C 181 1933.
 CD0695
 CD0695                          STATION RECOVERY (1943)
 CD0695
 CD0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CD0695'RECOVERED IN GOOD CONDITION.
 CD0695
 CD0695                          STATION RECOVERY (1976)
 CD0695
 CD0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0695'MARK NOT FOUND.
 CD0695
 CD0695                          STATION RECOVERY (1981)
 CD0695
 CD0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0307 ***********************************************************************
 CD0307  DESIGNATION -  C 182
 CD0307  PID         -  CD0307
 CD0307  STATE/COUNTY-  TX/CULBERSON
 CD0307  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0307
 CD0307                         *CURRENT SURVEY CONTROL
 CD0307  ___________________________________________________________________
 CD0307* NAD 83(1986)-  31 51 48.     (N)    104 50 08.     (W)     SCALED    
 CD0307* NAVD 88     -      1576.476  (meters)    5172.15   (feet)  ADJUSTED  
 CD0307  ___________________________________________________________________
 CD0307  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CD0307  DYNAMIC HT  -        1574.013 (meters)    5164.07  (feet)  COMP
 CD0307  MODELED GRAV-     979,021.2   (mgal)                       NAVD 88
 CD0307
 CD0307  VERT ORDER  -  FIRST     CLASS II
 CD0307
 CD0307.The horizontal coordinates were scaled from a topographic map and have
 CD0307.an estimated accuracy of +/- 6 seconds.
 CD0307
 CD0307.The orthometric height was determined by differential leveling
 CD0307.and adjusted by the National Geodetic Survey in June 1991..
 CD0307
 CD0307.The geoid height was determined by GEOID03.
 CD0307
 CD0307.The dynamic height is computed by dividing the NAVD 88
 CD0307.geopotential number by the normal gravity value computed on the
 CD0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0307.degrees latitude (g = 980.6199 gals.).
 CD0307
 CD0307.The modeled gravity was interpolated from observed gravity values.
 CD0307
 CD0307;                    North         East    Units  Estimated Accuracy
 CD0307;SPC TX C     - 3,252,140.      274,060.      MT  (+/- 180 meters Scaled)
 CD0307
 CD0307                          SUPERSEDED SURVEY CONTROL
 CD0307
 CD0307  NGVD 29 (??/??/92) 1575.852  (m)         5170.11   (f) ADJ UNCH    1 2
 CD0307
 CD0307.Superseded values are not recommended for survey control.
 CD0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0307.See file dsdata.txt to determine how the superseded data were derived.
 CD0307
 CD0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER155252(NAD 83)
 CD0307_MARKER: DB = BENCH MARK DISK
 CD0307_SETTING: 80 = SET IN A BOULDER
 CD0307_SP_SET: BOULDER
 CD0307_STAMPING: C 182 1933
 CD0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0307+STABILITY: SURFACE MOTION
 CD0307
 CD0307  HISTORY     - Date     Condition        Report By
 CD0307  HISTORY     - 1933     MONUMENTED       CGS
 CD0307  HISTORY     - 1973     GOOD             USGS
 CD0307  HISTORY     - 1977     MARK NOT FOUND   NGS
 CD0307
 CD0307                          STATION DESCRIPTION
 CD0307
 CD0307'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0307'107.0 MI E FROM EL PASO.
 CD0307'ABOUT 100.0 MI EAST ALONG U.S. HWY 62 AND 180 FROM THE JCT. OF LOOP 16
 CD0307'AT EL PASO.  166 FEET SOUTH OF THE CENTERLINE OF THE HWY WHERE THE HWY
 CD0307'CROSSES GUADALUPE CANYON, ABOUT 550 FEET NORTH OF A BRIDGE ALONG THE
 CD0307'OLD HWY, OPPOSITE A 30-FOOT SANDSTONE BLUFF, 55 FEET WEST OF THE OLD
 CD0307'HWY, 28 FEET EAST OF THE CENTER OF THE DRAIN, 19 FEET BELOW THE LEVEL
 CD0307'OF U.S. HWY 62 AND 180, IN THE TOP OF A LIMESTONE BOULDER ABOUT 8 FEET
 CD0307'IN DIAMETER, AND ABOUT 18 INCHES ABOVE THE GROUND.
 CD0307
 CD0307                          STATION RECOVERY (1977)
 CD0307
 CD0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0307'NOT RECOVERED THIS DATE, BELEIVED DESTROYED BY THE CONSTRUCTION
 CD0307'OF THE PRESENT U.S. HIGHWAYS 62 AND 180.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1824 ***********************************************************************
 CS1824  DESIGNATION -  C 183
 CS1824  PID         -  CS1824
 CS1824  STATE/COUNTY-  TX/TARRANT
 CS1824  USGS QUAD   -  ARLINGTON (1981)
 CS1824
 CS1824                         *CURRENT SURVEY CONTROL
 CS1824  ___________________________________________________________________
 CS1824* NAD 83(1986)-  32 44 07.     (N)    097 05 23.     (W)     SCALED    
 CS1824* NAVD 88     -       169.271  (meters)     555.35   (feet)  ADJUSTED  
 CS1824  ___________________________________________________________________
 CS1824  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CS1824  DYNAMIC HT  -         169.074 (meters)     554.70  (feet)  COMP
 CS1824  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 CS1824
 CS1824  VERT ORDER  -  FIRST     CLASS II
 CS1824
 CS1824.The horizontal coordinates were scaled from a topographic map and have
 CS1824.an estimated accuracy of +/- 6 seconds.
 CS1824
 CS1824.The orthometric height was determined by differential leveling
 CS1824.and adjusted by the National Geodetic Survey in June 1991..
 CS1824.WARNING-Repeat measurements at this control monument indicate possible
 CS1824.vertical movement.
 CS1824
 CS1824.The geoid height was determined by GEOID03.
 CS1824
 CS1824.The dynamic height is computed by dividing the NAVD 88
 CS1824.geopotential number by the normal gravity value computed on the
 CS1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1824.degrees latitude (g = 980.6199 gals.).
 CS1824
 CS1824.The modeled gravity was interpolated from observed gravity values.
 CS1824
 CS1824;                    North         East    Units  Estimated Accuracy
 CS1824;SPC TXNC     - 2,119,390.      732,170.      MT  (+/- 180 meters Scaled)
 CS1824
 CS1824                          SUPERSEDED SURVEY CONTROL
 CS1824
 CS1824  NGVD 29 (??/??/92)  169.274  (m)          555.36   (f) ADJ UNCH    1 2
 CS1824
 CS1824.Superseded values are not recommended for survey control.
 CS1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1824.See file dsdata.txt to determine how the superseded data were derived.
 CS1824
 CS1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB789235(NAD 83)
 CS1824_MARKER: DB = BENCH MARK DISK
 CS1824_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS1824_SP_SET: GUARDRAIL
 CS1824_STAMPING: C 183 1952
 CS1824_MARK LOGO: CGS   
 CS1824_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1824+STABILITY: SURFACE MOTION
 CS1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1824+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 CS1824
 CS1824  HISTORY     - Date     Condition        Report By
 CS1824  HISTORY     - 1952     MONUMENTED       CGS
 CS1824  HISTORY     - 1986     GOOD             NGS
 CS1824  HISTORY     - 1990     GOOD             USPSQD
 CS1824  HISTORY     - 19941003 GOOD             NGS
 CS1824  HISTORY     - 19960921 GOOD             USPSQD
 CS1824  HISTORY     - 20060324 GOOD             GEOCAC
 CS1824
 CS1824                          STATION DESCRIPTION
 CS1824
 CS1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1824'1.15 MI E FROM ARLINGTON.
 CS1824'0.55 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE METHODIST CHURCH AT
 CS1824'ARLINGTON, THENCE 0.2 MILE SOUTH ALONG FARM ROAD 157, THENCE 0.4 MILE
 CS1824'EAST ALONG OLD U.S. HIGHWAY 80, 29 FEET NORTH OF THE CENTER LINE OF
 CS1824'THE OLD HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH GUARD
 CS1824'RAIL OF A 20X40 FOOT CONCRETE BRIDGE.
 CS1824
 CS1824                          STATION RECOVERY (1986)
 CS1824
 CS1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1824'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 CS1824'ARLINGTON, AT THE INTERSECTION OF WEST ABRAM STREET AND OVERHILL
 CS1824'DRIVE, IN THE WEST END OF THE NORTH CONCRETE GUARDRAIL OF A STREET
 CS1824'BRIDGE SPANNING JOHNSON CREEK, 68.3 M (224.1 FT) WEST OF THE CENTER OF
 CS1824'THE DRIVE, 8.9 M (29.2 FT) NORTH OF THE CENTERLINE OF THE STREET, AND
 CS1824'1.1 M (3.6 FT) EAST OF THE WEST END OF THE GUARDRAIL.
 CS1824'THE MARK IS 0.3 M ABOVE THE STREET.
 CS1824
 CS1824                          STATION RECOVERY (1990)
 CS1824
 CS1824'RECOVERY NOTE BY US POWER SQUADRON 1990 (GF)
 CS1824'RECOVERED IN GOOD CONDITION.
 CS1824
 CS1824                          STATION RECOVERY (1994)
 CS1824
 CS1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 CS1824'IN ARLINGTON, AT THE INTERSECTION OF EAST ABRAM STREET AND OVERHILL
 CS1824'DRIVE, IN TOP OF AND 0.9 M (3.0 FT) EAST OF THE WEST END OF THE NORTH
 CS1824'CONCRETE GUARDRAIL OF THE STREET BRIDGE SPANNING JOHNSON CREEK, 65.2 M
 CS1824'(213.9 FT) WEST OF THE EXTENDED CENTER OF THE DRIVE, 4.5 M (14.8 FT)
 CS1824'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE STREET, AND 0.5
 CS1824'M (1.6 FT) ABOVE THE LEVEL OF THE STREET.
 CS1824
 CS1824                          STATION RECOVERY (1996)
 CS1824
 CS1824'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1824'RECOVERED IN GOOD CONDITION.
 CS1824
 CS1824                          STATION RECOVERY (2006)
 CS1824
 CS1824'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 CS1824'HANDHELD COORDINATES ARE
 CS1824'32 44 8N
 CS1824'97 05 23W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1400 ***********************************************************************
 CS1400  DESIGNATION -  C 184
 CS1400  PID         -  CS1400
 CS1400  STATE/COUNTY-  TX/DALLAS
 CS1400  USGS QUAD   -  MESQUITE (1973)
 CS1400
 CS1400                         *CURRENT SURVEY CONTROL
 CS1400  ___________________________________________________________________
 CS1400* NAD 83(1986)-  32 45 53.     (N)    096 34 20.     (W)     SCALED    
 CS1400* NAVD 88     -       135.001  (meters)     442.92   (feet)  ADJUSTED  
 CS1400  ___________________________________________________________________
 CS1400  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CS1400  DYNAMIC HT  -         134.851 (meters)     442.42  (feet)  COMP
 CS1400  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 CS1400
 CS1400  VERT ORDER  -  SECOND    CLASS 0
 CS1400
 CS1400.The horizontal coordinates were scaled from a topographic map and have
 CS1400.an estimated accuracy of +/- 6 seconds.
 CS1400
 CS1400.The orthometric height was determined by differential leveling
 CS1400.and adjusted by the National Geodetic Survey in June 1991..
 CS1400
 CS1400.The geoid height was determined by GEOID03.
 CS1400
 CS1400.The dynamic height is computed by dividing the NAVD 88
 CS1400.geopotential number by the normal gravity value computed on the
 CS1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1400.degrees latitude (g = 980.6199 gals.).
 CS1400
 CS1400.The modeled gravity was interpolated from observed gravity values.
 CS1400
 CS1400;                    North         East    Units  Estimated Accuracy
 CS1400;SPC TXNC     - 2,123,420.      780,600.      MT  (+/- 180 meters Scaled)
 CS1400
 CS1400                          SUPERSEDED SURVEY CONTROL
 CS1400
 CS1400  NGVD 29 (??/??/92)  135.012  (m)          442.95   (f) ADJ UNCH    2 0
 CS1400
 CS1400.Superseded values are not recommended for survey control.
 CS1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1400.See file dsdata.txt to determine how the superseded data were derived.
 CS1400
 CS1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB274278(NAD 83)
 CS1400_MARKER: DB = BENCH MARK DISK
 CS1400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1400_SP_SET: BRIDGE
 CS1400_STAMPING: C 184 1952
 CS1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1400
 CS1400  HISTORY     - Date     Condition        Report By
 CS1400  HISTORY     - 1952     MONUMENTED       CGS
 CS1400  HISTORY     - 1958     GOOD             NGS
 CS1400  HISTORY     - 19910626 GOOD             USPSQD
 CS1400  HISTORY     - 20000212 GOOD             USPSQD
 CS1400
 CS1400                          STATION DESCRIPTION
 CS1400
 CS1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1400'1.6 MI E FROM MESQUITE.
 CS1400'1.6 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1400'AT MESQUITE, 60 FEET SOUTH OF THE SOUTH RAIL, 14 FEET NORTH OF THE
 CS1400'CENTER LINE OF A PAVED ROAD, SET IN THE TOP OF THE SOUTHEAST END OF
 CS1400'THE NORTHWEST WINGWALL OF A 125 FOOT CONCRETE BRIDGE UNDER THE PAVED
 CS1400'ROAD.
 CS1400
 CS1400                          STATION RECOVERY (1958)
 CS1400
 CS1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1400'RECOVERED IN GOOD CONDITION.
 CS1400
 CS1400                          STATION RECOVERY (1991)
 CS1400
 CS1400'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1400'RECOVERED IN GOOD CONDITION.
 CS1400
 CS1400                          STATION RECOVERY (2000)
 CS1400
 CS1400'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0153 ***********************************************************************
 CS0153  DESIGNATION -  C 185
 CS0153  PID         -  CS0153
 CS0153  STATE/COUNTY-  TX/VAN ZANDT
 CS0153  USGS QUAD   -  WILLS POINT (1981)
 CS0153
 CS0153                         *CURRENT SURVEY CONTROL
 CS0153  ___________________________________________________________________
 CS0153* NAD 83(1986)-  32 42 32.     (N)    096 01 36.     (W)     SCALED    
 CS0153* NAVD 88     -       162.919  (meters)     534.51   (feet)  ADJUSTED  
 CS0153  ___________________________________________________________________
 CS0153  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0153  DYNAMIC HT  -         162.736 (meters)     533.91  (feet)  COMP
 CS0153  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 CS0153
 CS0153  VERT ORDER  -  SECOND    CLASS 0
 CS0153
 CS0153.The horizontal coordinates were scaled from a topographic map and have
 CS0153.an estimated accuracy of +/- 6 seconds.
 CS0153
 CS0153.The orthometric height was determined by differential leveling
 CS0153.and adjusted by the National Geodetic Survey in June 1991..
 CS0153
 CS0153.The geoid height was determined by GEOID03.
 CS0153
 CS0153.The dynamic height is computed by dividing the NAVD 88
 CS0153.geopotential number by the normal gravity value computed on the
 CS0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0153.degrees latitude (g = 980.6199 gals.).
 CS0153
 CS0153.The modeled gravity was interpolated from observed gravity values.
 CS0153
 CS0153;                    North         East    Units  Estimated Accuracy
 CS0153;SPC TXNC     - 2,118,300.      831,850.      MT  (+/- 180 meters Scaled)
 CS0153
 CS0153                          SUPERSEDED SURVEY CONTROL
 CS0153
 CS0153  NGVD 29 (??/??/92)  162.929  (m)          534.54   (f) ADJ UNCH    2 0
 CS0153
 CS0153.Superseded values are not recommended for survey control.
 CS0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0153.See file dsdata.txt to determine how the superseded data were derived.
 CS0153
 CS0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB787229(NAD 83)
 CS0153_MARKER: DB = BENCH MARK DISK
 CS0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0153_STAMPING: C 185 1952
 CS0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0153+STABILITY: SURFACE MOTION
 CS0153
 CS0153  HISTORY     - Date     Condition        Report By
 CS0153  HISTORY     - 1952     MONUMENTED       CGS
 CS0153  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CS0153  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0153  HISTORY     - 19930614 MARK NOT FOUND   USPSQD
 CS0153  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 CS0153
 CS0153                          STATION DESCRIPTION
 CS0153
 CS0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0153'1.0 MI W FROM WILLS POINT.
 CS0153'1.0 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS0153'WILLS POINT, 4 FEET EAST OF THE 4TH POLE EAST OF MILEPOST 168, 6 RAILS
 CS0153'WEST OF SEMAPHORE 167.8, 57.8 FEET NORTH OF THE CENTER LINE OF U.S.
 CS0153'HIGHWAY 80, 35 FEET SOUTH OF THE SOUTH RAIL, 3 FEET WEST OF A WITNESS
 CS0153'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CS0153'THE GROUND.
 CS0153
 CS0153                          STATION RECOVERY (1988)
 CS0153
 CS0153'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CS0153'MARK NOT FOUND.
 CS0153
 CS0153                          STATION RECOVERY (1988)
 CS0153
 CS0153'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0153'MARK NOT FOUND.
 CS0153
 CS0153                          STATION RECOVERY (1993)
 CS0153
 CS0153'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0153'MARK NOT FOUND.
 CS0153
 CS0153                          STATION RECOVERY (1995)
 CS0153
 CS0153'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0322 ***********************************************************************
 DO0322  DESIGNATION -  C 186
 DO0322  PID         -  DO0322
 DO0322  STATE/COUNTY-  TX/WICHITA
 DO0322  USGS QUAD   -  LAKE WICHITA (1981)
 DO0322
 DO0322                         *CURRENT SURVEY CONTROL
 DO0322  ___________________________________________________________________
 DO0322* NAD 83(1986)-  33 51 54.     (N)    098 32 07.     (W)     SCALED    
 DO0322* NAVD 88     -       296.961  (meters)     974.28   (feet)  ADJUSTED  
 DO0322  ___________________________________________________________________
 DO0322  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DO0322  DYNAMIC HT  -         296.632 (meters)     973.20  (feet)  COMP
 DO0322  MODELED GRAV-     979,521.7   (mgal)                       NAVD 88
 DO0322
 DO0322  VERT ORDER  -  SECOND    CLASS 0
 DO0322
 DO0322.The horizontal coordinates were scaled from a topographic map and have
 DO0322.an estimated accuracy of +/- 6 seconds.
 DO0322
 DO0322.The orthometric height was determined by differential leveling
 DO0322.and adjusted by the National Geodetic Survey in June 1991..
 DO0322
 DO0322.The geoid height was determined by GEOID03.
 DO0322
 DO0322.The dynamic height is computed by dividing the NAVD 88
 DO0322.geopotential number by the normal gravity value computed on the
 DO0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0322.degrees latitude (g = 980.6199 gals.).
 DO0322
 DO0322.The modeled gravity was interpolated from observed gravity values.
 DO0322
 DO0322;                    North         East    Units  Estimated Accuracy
 DO0322;SPC TXNC     - 2,243,780.      596,740.      MT  (+/- 180 meters Scaled)
 DO0322
 DO0322                          SUPERSEDED SURVEY CONTROL
 DO0322
 DO0322  NGVD 29 (??/??/92)  296.874  (m)          973.99   (f) ADJ UNCH    2 0
 DO0322
 DO0322.Superseded values are not recommended for survey control.
 DO0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0322.See file dsdata.txt to determine how the superseded data were derived.
 DO0322
 DO0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC429472(NAD 83)
 DO0322_MARKER: DB = BENCH MARK DISK
 DO0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0322_STAMPING: C-186 1933
 DO0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0322+STABILITY: SURFACE MOTION
 DO0322
 DO0322  HISTORY     - Date     Condition        Report By
 DO0322  HISTORY     - 1933     MONUMENTED       CGS
 DO0322  HISTORY     - 1957     GOOD             NGS
 DO0322
 DO0322                          STATION DESCRIPTION
 DO0322
 DO0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0322'5.5 MI SW FROM WICHITA FALLS.
 DO0322'5.5 MILES SOUTH WEST OF, ALONG W.F. AND S. R. R. 0.5 MILES SOUTH OF
 DO0322'MILEPOST NO.5, 21 FEET WEST OF CENTER OF TRACK, 35 FEET EAST OF CENTER
 DO0322'OF STATE HIGHWAY NO. 79.
 DO0322
 DO0322                          STATION RECOVERY (1957)
 DO0322
 DO0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0271 ***********************************************************************
 DO0271  DESIGNATION -  C 187
 DO0271  PID         -  DO0271
 DO0271  STATE/COUNTY-  TX/BAYLOR
 DO0271  USGS QUAD   -  MEGARGEL (1963)
 DO0271
 DO0271                         *CURRENT SURVEY CONTROL
 DO0271  ___________________________________________________________________
 DO0271* NAD 83(1986)-  33 28 17.     (N)    098 58 52.     (W)     SCALED    
 DO0271* NAVD 88     -       386.696  (meters)    1268.69   (feet)  ADJUSTED  
 DO0271  ___________________________________________________________________
 DO0271  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DO0271  DYNAMIC HT  -         386.249 (meters)    1267.22  (feet)  COMP
 DO0271  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 DO0271
 DO0271  VERT ORDER  -  SECOND    CLASS 0
 DO0271
 DO0271.The horizontal coordinates were scaled from a topographic map and have
 DO0271.an estimated accuracy of +/- 6 seconds.
 DO0271
 DO0271.The orthometric height was determined by differential leveling
 DO0271.and adjusted by the National Geodetic Survey in June 1991..
 DO0271
 DO0271.The geoid height was determined by GEOID03.
 DO0271
 DO0271.The dynamic height is computed by dividing the NAVD 88
 DO0271.geopotential number by the normal gravity value computed on the
 DO0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0271.degrees latitude (g = 980.6199 gals.).
 DO0271
 DO0271.The modeled gravity was interpolated from observed gravity values.
 DO0271
 DO0271;                    North         East    Units  Estimated Accuracy
 DO0271;SPC TXNC     - 2,200,230.      555,280.      MT  (+/- 180 meters Scaled)
 DO0271
 DO0271                          SUPERSEDED SURVEY CONTROL
 DO0271
 DO0271  NGVD 29 (??/??/92)  386.581  (m)         1268.31   (f) ADJ UNCH    2 0
 DO0271
 DO0271.Superseded values are not recommended for survey control.
 DO0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0271.See file dsdata.txt to determine how the superseded data were derived.
 DO0271
 DO0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC017035(NAD 83)
 DO0271_MARKER: DB = BENCH MARK DISK
 DO0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0271_SP_SET: ABUTMENT
 DO0271_STAMPING: C 187 1933
 DO0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0271
 DO0271  HISTORY     - Date     Condition        Report By
 DO0271  HISTORY     - 1933     MONUMENTED       CGS
 DO0271  HISTORY     - 1963     GOOD             USGS
 DO0271  HISTORY     - 20050416 GOOD             USPSQD
 DO0271
 DO0271                          STATION DESCRIPTION
 DO0271
 DO0271'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO0271'2.4 MI SE FROM WESTOVER.
 DO0271'2.4 MI SOUTHEAST ALONG STATE HIGHWAY 199 FROM WESTOVER, BAYLOR COUNTY.
 DO0271'AT AN ABAND CONCRETE RAILWAY BRIDGE 120 FT NW OF CONCRETE HIGHWAY
 DO0271'CULVERT, IN THE SOUTHWEST CORNER OF THE WEST ABUTMENT A STANDARD DISK,
 DO0271'STAMPED C 187 1933.
 DO0271
 DO0271                          STATION RECOVERY (2005)
 DO0271
 DO0271'RECOVERY NOTE BY US POWER SQUADRON 2005 (WLL)
 DO0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0596 ***********************************************************************
 DO0596  DESIGNATION -  C 188
 DO0596  PID         -  DO0596
 DO0596  STATE/COUNTY-  TX/KNOX
 DO0596  USGS QUAD   -  BENJAMIN (1967)
 DO0596
 DO0596                         *CURRENT SURVEY CONTROL
 DO0596  ___________________________________________________________________
 DO0596* NAD 83(1986)-  33 35 10.     (N)    099 45 41.     (W)     SCALED    
 DO0596* NAVD 88     -       456.985  (meters)    1499.29   (feet)  ADJUSTED  
 DO0596  ___________________________________________________________________
 DO0596  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DO0596  DYNAMIC HT  -         456.450 (meters)    1497.54  (feet)  COMP
 DO0596  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 DO0596
 DO0596  VERT ORDER  -  SECOND    CLASS 0
 DO0596
 DO0596.The horizontal coordinates were scaled from a topographic map and have
 DO0596.an estimated accuracy of +/- 6 seconds.
 DO0596
 DO0596.The orthometric height was determined by differential leveling
 DO0596.and adjusted by the National Geodetic Survey in June 1991..
 DO0596
 DO0596.The geoid height was determined by GEOID03.
 DO0596
 DO0596.The dynamic height is computed by dividing the NAVD 88
 DO0596.geopotential number by the normal gravity value computed on the
 DO0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0596.degrees latitude (g = 980.6199 gals.).
 DO0596
 DO0596.The modeled gravity was interpolated from observed gravity values.
 DO0596
 DO0596;                    North         East    Units  Estimated Accuracy
 DO0596;SPC TXNC     - 2,213,550.      482,920.      MT  (+/- 180 meters Scaled)
 DO0596
 DO0596                          SUPERSEDED SURVEY CONTROL
 DO0596
 DO0596  NGVD 29 (??/??/92)  456.837  (m)         1498.81   (f) ADJ UNCH    2 0
 DO0596
 DO0596.Superseded values are not recommended for survey control.
 DO0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0596.See file dsdata.txt to determine how the superseded data were derived.
 DO0596
 DO0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC293165(NAD 83)
 DO0596_MARKER: DB = BENCH MARK DISK
 DO0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0596_STAMPING: C-188 1933
 DO0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0596+STABILITY: SURFACE MOTION
 DO0596
 DO0596  HISTORY     - Date     Condition        Report By
 DO0596  HISTORY     - 1933     MONUMENTED       CGS
 DO0596  HISTORY     - 1967     POOR             USGS
 DO0596
 DO0596                          STATION DESCRIPTION
 DO0596
 DO0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0596'1.5 MI E FROM BENJAMIN.
 DO0596'1.5 MILES EAST OF, ALONG HIGHWAY NO 24.  45 FEET NORTH OF CENTER OF
 DO0596'HIGHWAY AND 6 FEET NORTHWEST.
 DO0596
 DO0596                          STATION RECOVERY (1967)
 DO0596
 DO0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DO0596'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0242 ***********************************************************************
 DO0242  DESIGNATION -  C 189
 DO0242  PID         -  DO0242
 DO0242  STATE/COUNTY-  TX/YOUNG
 DO0242  USGS QUAD   -  PROFFITT (1981)
 DO0242
 DO0242                         *CURRENT SURVEY CONTROL
 DO0242  ___________________________________________________________________
 DO0242* NAD 83(1986)-  33 13 22.     (N)    098 45 09.     (W)     SCALED    
 DO0242* NAVD 88     -       349.623  (meters)    1147.05   (feet)  ADJUSTED  
 DO0242  ___________________________________________________________________
 DO0242  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DO0242  DYNAMIC HT  -         349.209 (meters)    1145.70  (feet)  COMP
 DO0242  MODELED GRAV-     979,445.4   (mgal)                       NAVD 88
 DO0242
 DO0242  VERT ORDER  -  SECOND    CLASS 0
 DO0242
 DO0242.The horizontal coordinates were scaled from a topographic map and have
 DO0242.an estimated accuracy of +/- 6 seconds.
 DO0242
 DO0242.The orthometric height was determined by differential leveling
 DO0242.and adjusted by the National Geodetic Survey in June 1991..
 DO0242
 DO0242.The geoid height was determined by GEOID03.
 DO0242
 DO0242.The dynamic height is computed by dividing the NAVD 88
 DO0242.geopotential number by the normal gravity value computed on the
 DO0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0242.degrees latitude (g = 980.6199 gals.).
 DO0242
 DO0242.The modeled gravity was interpolated from observed gravity values.
 DO0242
 DO0242;                    North         East    Units  Estimated Accuracy
 DO0242;SPC TXNC     - 2,172,590.      576,470.      MT  (+/- 180 meters Scaled)
 DO0242
 DO0242                          SUPERSEDED SURVEY CONTROL
 DO0242
 DO0242  NGVD 29 (??/??/92)  349.54   (m)         1146.8    (f) COMPUTED    2 0
 DO0242
 DO0242.Superseded values are not recommended for survey control.
 DO0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0242.See file dsdata.txt to determine how the superseded data were derived.
 DO0242
 DO0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB230760(NAD 83)
 DO0242_MARKER: DB = BENCH MARK DISK
 DO0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0242_SP_SET: MONUMENT
 DO0242_STAMPING: C-189 1933
 DO0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0242
 DO0242  HISTORY     - Date     Condition        Report By
 DO0242  HISTORY     - 1933     MONUMENTED       CGS
 DO0242  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0242  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0242  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0242
 DO0242                          STATION DESCRIPTION
 DO0242
 DO0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0242'2.0 MI N FROM NEWCASTLE.
 DO0242'2.0 MILES NORTH OF, ALONG W.F. AND S. RAILROAD 250 FEET NORTH OF MILE
 DO0242'POST 54 AND 37 FEET EAST OF CENTER OF TRACK.
 DO0242
 DO0242                          STATION RECOVERY (1957)
 DO0242
 DO0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0242'MARK NOT FOUND.
 DO0242
 DO0242                          STATION RECOVERY (2001)
 DO0242
 DO0242'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0242'MARK NOT FOUND.
 DO0242
 DO0242                          STATION RECOVERY (2005)
 DO0242
 DO0242'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 DO0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0041 ***********************************************************************
 CE0041  DESIGNATION -  C 19
 CE0041  PID         -  CE0041
 CE0041  STATE/COUNTY-  TX/EL PASO
 CE0041  USGS QUAD   -  EL PASO (1997)
 CE0041
 CE0041                         *CURRENT SURVEY CONTROL
 CE0041  ___________________________________________________________________
 CE0041* NAD 83(1986)-  31 45 38.     (N)    106 23 37.     (W)     SCALED    
 CE0041* NAVD 88     -      1126.180  (meters)    3694.81   (feet)  POSTED    
 CE0041  ___________________________________________________________________
 CE0041  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0041  DYNAMIC HT  -        1124.460 (meters)    3689.17  (feet)  COMP
 CE0041  MODELED GRAV-     979,077.2   (mgal)                       NAVD 88
 CE0041
 CE0041  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CE0041
 CE0041.The horizontal coordinates were scaled from a topographic map and have
 CE0041.an estimated accuracy of +/- 6 seconds.
 CE0041
 CE0041.The orthometric height was determined by differential leveling
 CE0041.and adjusted by the National Geodetic Survey in 1992..
 CE0041.No vertical observational check was made to the station.
 CE0041.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CE0041.was located on a no-check spur therefore a value was not computed.
 CE0041
 CE0041.The geoid height was determined by GEOID03.
 CE0041
 CE0041.The dynamic height is computed by dividing the NAVD 88
 CE0041.geopotential number by the normal gravity value computed on the
 CE0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0041.degrees latitude (g = 980.6199 gals.).
 CE0041
 CE0041.The modeled gravity was interpolated from observed gravity values.
 CE0041
 CE0041;                    North         East    Units  Estimated Accuracy
 CE0041;SPC TX C     - 3,247,760.      126,160.      MT  (+/- 180 meters Scaled)
 CE0041
 CE0041                          SUPERSEDED SURVEY CONTROL
 CE0041
 CE0041  NGVD 29 (??/??/92) 1125.64   (m)         3693.0    (f) COMPUTED    1 2
 CE0041
 CE0041.Superseded values are not recommended for survey control.
 CE0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0041.See file dsdata.txt to determine how the superseded data were derived.
 CE0041
 CE0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR680147(NAD 83)
 CE0041_MARKER: P = PIPE CAP
 CE0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0041_SP_SET: IRON PIPE
 CE0041_STAMPING: C 19 ELEV 3693.070 FT
 CE0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0041
 CE0041  HISTORY     - Date     Condition        Report By
 CE0041  HISTORY     - UNK      MONUMENTED       CGS
 CE0041  HISTORY     - 1956     MARK NOT FOUND   NGS
 CE0041
 CE0041                          STATION DESCRIPTION
 CE0041
 CE0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0041'IN ALFALFA.
 CE0041'AT ALFALFA, EL PASO COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 25
 CE0041'FEET SOUTH OF THE STATION SIGN, 500 YARDS WEST OF THE SPUR LINE TO THE
 CE0041'NICHOLS COPPER CO. PLANT, 45 FEET SOUTH OF THE CENTER LINE OF THE
 CE0041'TRACK, 30 FEET SOUTH OF THE CENTER LINE OF THE SPUR-LINE TRACK, AND 4
 CE0041'FEET NORTH OF THE FENCE.  A STANDARD CAP, STAMPED ELEV. 3693.070 FT C
 CE0041'19 AND SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE.  NOTE-- THE PIPE
 CE0041'HAS PROBABLY RUSTED OFF AND THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0006 ***********************************************************************
 BN0006  DESIGNATION -  C 19
 BN0006  PID         -  BN0006
 BN0006  STATE/COUNTY-  TX/BURNET
 BN0006  USGS QUAD   -  LAKE VICTOR (1967)
 BN0006
 BN0006                         *CURRENT SURVEY CONTROL
 BN0006  ___________________________________________________________________
 BN0006* NAD 83(1986)-  30 57 04.     (N)    098 12 05.     (W)     SCALED    
 BN0006* NAVD 88     -       383.887  (meters)    1259.47   (feet)  ADJUSTED  
 BN0006  ___________________________________________________________________
 BN0006  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 BN0006  DYNAMIC HT  -         383.370 (meters)    1257.77  (feet)  COMP
 BN0006  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 BN0006
 BN0006  VERT ORDER  -  SECOND    CLASS 0
 BN0006
 BN0006.The horizontal coordinates were scaled from a topographic map and have
 BN0006.an estimated accuracy of +/- 6 seconds.
 BN0006
 BN0006.The orthometric height was determined by differential leveling
 BN0006.and adjusted by the National Geodetic Survey in June 1991..
 BN0006
 BN0006.The geoid height was determined by GEOID03.
 BN0006
 BN0006.The dynamic height is computed by dividing the NAVD 88
 BN0006.geopotential number by the normal gravity value computed on the
 BN0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0006.degrees latitude (g = 980.6199 gals.).
 BN0006
 BN0006.The modeled gravity was interpolated from observed gravity values.
 BN0006
 BN0006;                    North         East    Units  Estimated Accuracy
 BN0006;SPC TX C     - 3,144,340.      903,680.      MT  (+/- 180 meters Scaled)
 BN0006
 BN0006                          SUPERSEDED SURVEY CONTROL
 BN0006
 BN0006  NGVD 29 (??/??/92)  383.786  (m)         1259.14   (f) ADJ UNCH    2 0
 BN0006
 BN0006.Superseded values are not recommended for survey control.
 BN0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0006.See file dsdata.txt to determine how the superseded data were derived.
 BN0006
 BN0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV762244(NAD 83)
 BN0006_MARKER: Z = SEE DESCRIPTION
 BN0006_SETTING: 0 = UNSPECIFIED SETTING
 BN0006_STAMPING: C 19 1925
 BN0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0006
 BN0006  HISTORY     - Date     Condition        Report By
 BN0006  HISTORY     - 1925     MONUMENTED       USGS
 BN0006  HISTORY     - 1933     GOOD             NGS
 BN0006
 BN0006                          STATION DESCRIPTION
 BN0006
 BN0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0006'3.2 MI N FROM LAKE VICTOR.
 BN0006'0.6 MILE SOUTH OF TUMLINSON STATION.  110 FEET WEST OF TRACK, 450 FEET
 BN0006'NORTHWEST OF NORTH END OF BRIDGE OVER SOUTH MESQUITE GREEK, 350 FEET
 BN0006'WEST OF HOUSE, AND 50 FEET NORTHWEST OF OFFSET IN RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0214 ***********************************************************************
 DO0214  DESIGNATION -  C 190
 DO0214  PID         -  DO0214
 DO0214  STATE/COUNTY-  TX/JACK
 DO0214  USGS QUAD   -  JACKSBORO NE (1982)
 DO0214
 DO0214                         *CURRENT SURVEY CONTROL
 DO0214  ___________________________________________________________________
 DO0214* NAD 83(1986)-  33 10 54.     (N)    098 05 46.     (W)     SCALED    
 DO0214* NAVD 88     -       338.257  (meters)    1109.76   (feet)  ADJUSTED  
 DO0214  ___________________________________________________________________
 DO0214  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0214  DYNAMIC HT  -         337.866 (meters)    1108.48  (feet)  COMP
 DO0214  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 DO0214
 DO0214  VERT ORDER  -  SECOND    CLASS 0
 DO0214
 DO0214.The horizontal coordinates were scaled from a topographic map and have
 DO0214.an estimated accuracy of +/- 6 seconds.
 DO0214
 DO0214.The orthometric height was determined by differential leveling
 DO0214.and adjusted by the National Geodetic Survey in June 1991..
 DO0214
 DO0214.The geoid height was determined by GEOID03.
 DO0214
 DO0214.The dynamic height is computed by dividing the NAVD 88
 DO0214.geopotential number by the normal gravity value computed on the
 DO0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0214.degrees latitude (g = 980.6199 gals.).
 DO0214
 DO0214.The modeled gravity was interpolated from observed gravity values.
 DO0214
 DO0214;                    North         East    Units  Estimated Accuracy
 DO0214;SPC TXNC     - 2,168,070.      637,660.      MT  (+/- 180 meters Scaled)
 DO0214
 DO0214                          SUPERSEDED SURVEY CONTROL
 DO0214
 DO0214  NGVD 29 (??/??/92)  338.184  (m)         1109.53   (f) ADJ UNCH    2 0
 DO0214
 DO0214.Superseded values are not recommended for survey control.
 DO0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0214.See file dsdata.txt to determine how the superseded data were derived.
 DO0214
 DO0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB842717(NAD 83)
 DO0214_MARKER: DB = BENCH MARK DISK
 DO0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0214_SP_SET: MONUMENT
 DO0214_STAMPING: C 190 1933 1109.525
 DO0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0214
 DO0214  HISTORY     - Date     Condition        Report By
 DO0214  HISTORY     - 1933     MONUMENTED       CGS
 DO0214  HISTORY     - 1950     GOOD             NGS
 DO0214  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0214
 DO0214                          STATION DESCRIPTION
 DO0214
 DO0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0214'4.5 MI SE FROM JACKSBORO.
 DO0214'ABOUT 4.5 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND GULF
 DO0214'RAILWAY, FROM JACKSBORO, JACK COUNTY, IN THE NORTHWEST CORNER OF AN
 DO0214'OPEN FIELD, 17 YARDS SOUTH OF THE CENTER LINE OF THE TRACKS, 17 YARDS
 DO0214'EAST OF THE CORNER OF THE FIELD AND OLD M.P. NO. 23 AND ABOUT MIDWAY
 DO0214'BETWEEN THE 10TH AND 11TH POLES EAST OF M.P. NO. 25.  IT IS ABOUT 1
 DO0214'1/2 MILES EAST OF THE HIGHWAY NO. 281 OVERPASS.  THE MARK IS SOUTH OF
 DO0214'THE SOUTH FENCE LINE AND PROJECTS ABOUT 4 INCHES.  TO REACH THE MARK
 DO0214'FROM JACKSBORO-- GO SOUTH ON HIGHWAY NO. 281, 4.4 MILES. TURN LEFT OFF
 DO0214'THE HIGHWAY AND GO NORTH THROUGH THE FARM YARD AND CORRAL AND FOLLOW
 DO0214'THE TRACK ROAD EAST ALONG THE SOUTH SIDE OF THE RAILWAY ABOUT 1.0 MILE
 DO0214'TO THE MARK AS DESCRIBED.
 DO0214
 DO0214                          STATION RECOVERY (2001)
 DO0214
 DO0214'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0607 ***********************************************************************
 DN0607  DESIGNATION -  C 191
 DN0607  PID         -  DN0607
 DN0607  STATE/COUNTY-  TX/WISE
 DN0607  USGS QUAD   -  RHOME (1972)
 DN0607
 DN0607                         *CURRENT SURVEY CONTROL
 DN0607  ___________________________________________________________________
 DN0607* NAD 83(1986)-  33 01 46.     (N)    097 26 49.     (W)     SCALED    
 DN0607* NAVD 88     -       274.967  (meters)     902.12   (feet)  ADJUSTED  
 DN0607  ___________________________________________________________________
 DN0607  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DN0607  DYNAMIC HT  -         274.643 (meters)     901.06  (feet)  COMP
 DN0607  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 DN0607
 DN0607  VERT ORDER  -  FIRST     CLASS II
 DN0607
 DN0607.The horizontal coordinates were scaled from a topographic map and have
 DN0607.an estimated accuracy of +/- 6 seconds.
 DN0607
 DN0607.The orthometric height was determined by differential leveling
 DN0607.and adjusted by the National Geodetic Survey in June 1991..
 DN0607
 DN0607.The geoid height was determined by GEOID03.
 DN0607
 DN0607.The dynamic height is computed by dividing the NAVD 88
 DN0607.geopotential number by the normal gravity value computed on the
 DN0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0607.degrees latitude (g = 980.6199 gals.).
 DN0607
 DN0607.The modeled gravity was interpolated from observed gravity values.
 DN0607
 DN0607;                    North         East    Units  Estimated Accuracy
 DN0607;SPC TXNC     - 2,151,610.      698,370.      MT  (+/- 180 meters Scaled)
 DN0607
 DN0607                          SUPERSEDED SURVEY CONTROL
 DN0607
 DN0607  NGVD 29 (??/??/92)  274.912  (m)          901.94   (f) ADJ UNCH    1 2
 DN0607
 DN0607.Superseded values are not recommended for survey control.
 DN0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0607.See file dsdata.txt to determine how the superseded data were derived.
 DN0607
 DN0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB450556(NAD 83)
 DN0607_MARKER: DB = BENCH MARK DISK
 DN0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0607_SP_SET: ABUTMENT
 DN0607_STAMPING: C 191 1933
 DN0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0607
 DN0607  HISTORY     - Date     Condition        Report By
 DN0607  HISTORY     - 1933     MONUMENTED       CGS
 DN0607  HISTORY     - 1947     GOOD             NGS
 DN0607  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0607  HISTORY     - 19990827 MARK NOT FOUND   USPSQD
 DN0607  HISTORY     - 20020125 MARK NOT FOUND   INDIV
 DN0607
 DN0607                          STATION DESCRIPTION
 DN0607
 DN0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DN0607'2.3 MI SE FROM RHOME.
 DN0607'2.3 MILES SOUTH ALONG THE FORT WORTH AND DENVER RAILWAY FROM RHOME, AT
 DN0607'RAILROAD BRIDGE 23-18, IN THE TOP OF THE WEST CONCRETE ABUTMENT, AND
 DN0607'23 YARDS EAST OF THE CENTERLINE OF U.S. HIGHWAY 81.  A BRONZE DISK,
 DN0607'SET IN A DRILL HOLE.
 DN0607
 DN0607                          STATION RECOVERY (1984)
 DN0607
 DN0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0607'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
 DN0607
 DN0607                          STATION RECOVERY (1999)
 DN0607
 DN0607'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0607'MARK NOT FOUND.
 DN0607
 DN0607                          STATION RECOVERY (2002)
 DN0607
 DN0607'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TBH)
 DN0607'CONSTRUCTION OF HIGHWAY U.S. 287 WIDENING EVIDENTLY DESTROYED. AS
 DN0607'INDICATED ON THE DN 0607 DATA SHEET, THERE IS NO LONGER A CULVERT AT
 DN0607'THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0316 ***********************************************************************
 CT0316  DESIGNATION -  C 192
 CT0316  PID         -  CT0316
 CT0316  STATE/COUNTY-  TX/STEPHENS
 CT0316  USGS QUAD   -  EDWARDS BRANCH (1981)
 CT0316
 CT0316                         *CURRENT SURVEY CONTROL
 CT0316  ___________________________________________________________________
 CT0316* NAD 83(1986)-  32 45 42.     (N)    099 07 02.     (W)     SCALED    
 CT0316* NAVD 88     -       378.786  (meters)    1242.73   (feet)  ADJUSTED  
 CT0316  ___________________________________________________________________
 CT0316  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CT0316  DYNAMIC HT  -         378.310 (meters)    1241.17  (feet)  COMP
 CT0316  MODELED GRAV-     979,373.9   (mgal)                       NAVD 88
 CT0316
 CT0316  VERT ORDER  -  SECOND    CLASS 0
 CT0316
 CT0316.The horizontal coordinates were scaled from a topographic map and have
 CT0316.an estimated accuracy of +/- 6 seconds.
 CT0316
 CT0316.The orthometric height was determined by differential leveling
 CT0316.and adjusted by the National Geodetic Survey in June 1991..
 CT0316
 CT0316.The geoid height was determined by GEOID03.
 CT0316
 CT0316.The dynamic height is computed by dividing the NAVD 88
 CT0316.geopotential number by the normal gravity value computed on the
 CT0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0316.degrees latitude (g = 980.6199 gals.).
 CT0316
 CT0316.The modeled gravity was interpolated from observed gravity values.
 CT0316
 CT0316;                    North         East    Units  Estimated Accuracy
 CT0316;SPC TXNC     - 2,121,590.      542,170.      MT  (+/- 180 meters Scaled)
 CT0316
 CT0316                          SUPERSEDED SURVEY CONTROL
 CT0316
 CT0316  NGVD 29 (??/??/92)  378.683  (m)         1242.40   (f) ADJ UNCH    2 0
 CT0316
 CT0316.Superseded values are not recommended for survey control.
 CT0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0316.See file dsdata.txt to determine how the superseded data were derived.
 CT0316
 CT0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB890248(NAD 83)
 CT0316_MARKER: DB = BENCH MARK DISK
 CT0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0316_STAMPING: C 192 1933
 CT0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0316+STABILITY: SURFACE MOTION
 CT0316
 CT0316  HISTORY     - Date     Condition        Report By
 CT0316  HISTORY     - 1933     MONUMENTED       CGS
 CT0316  HISTORY     - 1957     GOOD             NGS
 CT0316
 CT0316                          STATION DESCRIPTION
 CT0316
 CT0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0316'12.4 MI W FROM BRECKENRIDGE.
 CT0316'12.4 MILES WEST ALONG OLD U.S. HIGHWAY 80 N FROM BRECKENRIDGE,
 CT0316'STEPHENS COUNTY, 200 YARDS SOUTHWEST OF AN ABANDONED FARMHOUSE, 180
 CT0316'FEET EAST OF THE INTERSECTION OF A NORTH-AND-SOUTH ROAD, AND 65 FEET
 CT0316'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C
 CT0316'192 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS
 CT0316'REPORTED IN OCTOBER 1957 THAT THIS MARK IS ACTUALLY IN SHACKLEFORD
 CT0316'COUNTY ABOUT 1 MILE WEST OF THE WEST LINE OF STEPHENS COUNTY.  THE
 CT0316'MARK WAS RECOVERED AND PART OF THE CONCRETE POST WAS FOUND TO BE
 CT0316'BROKEN OFF BUT THE DISK WAS SOLID.  THE HIGHWAY HAS BEEN CHANGED
 CT0316'SLIGHTLY AT THIS POINT AND THE MARK IS 155 FEET NORTH OF THE
 CT0316'CENTERLINE OF U.S. HIGHWAY 180.  THE CONCRETE PAVING OF OLD U.S.
 CT0316'HIGHWAY 80 N REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0129 ***********************************************************************
 CT0129  DESIGNATION -  C 194
 CT0129  PID         -  CT0129
 CT0129  STATE/COUNTY-  TX/COMANCHE
 CT0129  USGS QUAD   -  COMYN (1979)
 CT0129
 CT0129                         *CURRENT SURVEY CONTROL
 CT0129  ___________________________________________________________________
 CT0129* NAD 83(1986)-  32 05 16.     (N)    098 29 26.     (W)     SCALED    
 CT0129* NAVD 88     -       364.279  (meters)    1195.14   (feet)  ADJUSTED  
 CT0129  ___________________________________________________________________
 CT0129  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CT0129  DYNAMIC HT  -         363.815 (meters)    1193.62  (feet)  COMP
 CT0129  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 CT0129
 CT0129  VERT ORDER  -  SECOND    CLASS 0
 CT0129
 CT0129.The horizontal coordinates were scaled from a topographic map and have
 CT0129.an estimated accuracy of +/- 6 seconds.
 CT0129
 CT0129.The orthometric height was determined by differential leveling
 CT0129.and adjusted by the National Geodetic Survey in June 1991..
 CT0129
 CT0129.The geoid height was determined by GEOID03.
 CT0129
 CT0129.The dynamic height is computed by dividing the NAVD 88
 CT0129.geopotential number by the normal gravity value computed on the
 CT0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0129.degrees latitude (g = 980.6199 gals.).
 CT0129
 CT0129.The modeled gravity was interpolated from observed gravity values.
 CT0129
 CT0129;                    North         East    Units  Estimated Accuracy
 CT0129;SPC TX C     - 3,269,850.      873,970.      MT  (+/- 180 meters Scaled)
 CT0129
 CT0129                          SUPERSEDED SURVEY CONTROL
 CT0129
 CT0129  NGVD 29 (??/??/92)  364.193  (m)         1194.86   (f) ADJ UNCH    2 0
 CT0129
 CT0129.Superseded values are not recommended for survey control.
 CT0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0129.See file dsdata.txt to determine how the superseded data were derived.
 CT0129
 CT0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA480502(NAD 83)
 CT0129_MARKER: DB = BENCH MARK DISK
 CT0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0129_SP_SET: BRIDGE ABUTMENT
 CT0129_STAMPING: C 194 1933
 CT0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT0129+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2002
 CT0129
 CT0129  HISTORY     - Date     Condition        Report By
 CT0129  HISTORY     - 1933     MONUMENTED       CGS
 CT0129  HISTORY     - 20021125 GOOD             USACE
 CT0129
 CT0129                          STATION DESCRIPTION
 CT0129
 CT0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CT0129'1.8 MI W FROM COMYN.
 CT0129'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD, ON NORTH END OF WEST
 CT0129'ABUTMENT OF BRIDGE 115.9.
 CT0129
 CT0129                          STATION RECOVERY (2002)
 CT0129
 CT0129'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (MAW)
 CT0129'ADDITIONAL STATION DESCRIPTION -- FROM A POINT IN THE CENTER OF THE
 CT0129'NORTH RAIL WHICH IS IN THE CENTER OF COMANCHE COUNTY ROAD 440, NORTH
 CT0129'20 DEGREES 57 MINUTES 05 SECONDS WEST 2903.229 FEET TO A POINT IN
 CT0129'THE CENTER OF THE NORTH RAIL.  THENCE NORTH 43 DEGREES 26 MINUTES 44
 CT0129'SECONDS EAST 8.622 FEET TO MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2253 ***********************************************************************
 CS2253  DESIGNATION -  C 195
 CS2253  PID         -  CS2253
 CS2253  STATE/COUNTY-  TX/BOSQUE
 CS2253  USGS QUAD   -  WALNUT SPRINGS WEST (1966)
 CS2253
 CS2253                         *CURRENT SURVEY CONTROL
 CS2253  ___________________________________________________________________
 CS2253* NAD 83(1986)-  32 02 21.     (N)    097 46 49.     (W)     SCALED    
 CS2253* NAVD 88     -       263.143  (meters)     863.33   (feet)  ADJUSTED  
 CS2253  ___________________________________________________________________
 CS2253  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CS2253  DYNAMIC HT  -         262.814 (meters)     862.25  (feet)  COMP
 CS2253  MODELED GRAV-     979,383.7   (mgal)                       NAVD 88
 CS2253
 CS2253  VERT ORDER  -  SECOND    CLASS 0
 CS2253
 CS2253.The horizontal coordinates were scaled from a topographic map and have
 CS2253.an estimated accuracy of +/- 6 seconds.
 CS2253
 CS2253.The orthometric height was determined by differential leveling
 CS2253.and adjusted by the National Geodetic Survey in June 1991..
 CS2253
 CS2253.The geoid height was determined by GEOID03.
 CS2253
 CS2253.The dynamic height is computed by dividing the NAVD 88
 CS2253.geopotential number by the normal gravity value computed on the
 CS2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2253.degrees latitude (g = 980.6199 gals.).
 CS2253
 CS2253.The modeled gravity was interpolated from observed gravity values.
 CS2253
 CS2253;                    North         East    Units  Estimated Accuracy
 CS2253;SPC TX C     - 3,265,790.      941,130.      MT  (+/- 180 meters Scaled)
 CS2253
 CS2253                          SUPERSEDED SURVEY CONTROL
 CS2253
 CS2253  NGVD 29 (??/??/92)  263.091  (m)          863.16   (f) ADJ UNCH    2 0
 CS2253
 CS2253.Superseded values are not recommended for survey control.
 CS2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2253.See file dsdata.txt to determine how the superseded data were derived.
 CS2253
 CS2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA151454(NAD 83)
 CS2253_MARKER: DB = BENCH MARK DISK
 CS2253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2253_SP_SET: PIER
 CS2253_STAMPING: C 195 1933 863.158
 CS2253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2253
 CS2253  HISTORY     - Date     Condition        Report By
 CS2253  HISTORY     - 1933     MONUMENTED       CGS
 CS2253  HISTORY     - 1951     GOOD             NGS
 CS2253  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2253
 CS2253                          STATION DESCRIPTION
 CS2253
 CS2253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS2253'02.5 MI SW FROM WALNUT SPRINGS.
 CS2253'ABOUT 02.5 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 CS2253'FROM WALNUT SPRINGS, BOSQUE COUNTY, AT BRIDGE 65.9 OVER EAST BOSQUE
 CS2253'RIVER AND IN THE TOP OF THE SOUTHWEST CONCRETE PIER.  THIS BRIDGE IS
 CS2253'ABOUT 1 MILE NORTH OF HIGHWAY 174.  A STANDARD DISK STAMPED C 195 1933
 CS2253'863.158.  NOTE-- THIS BRIDGE NUMBER IS BASED ON THE ORIGINAL MILEAGE.
 CS2253'THE NUMBER WILL BE CHANGED WHEN THE ROUTE AROUND LAKE WHITNEY IS
 CS2253'COMPLETED.
 CS2253
 CS2253                          STATION RECOVERY (2001)
 CS2253
 CS2253'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 CS2253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0269 ***********************************************************************
 BM0269  DESIGNATION -  C 197
 BM0269  PID         -  BM0269
 BM0269  STATE/COUNTY-  TX/MILAM
 BM0269  USGS QUAD   -  MILANO (1989)
 BM0269
 BM0269                         *CURRENT SURVEY CONTROL
 BM0269  ___________________________________________________________________
 BM0269* NAD 83(1986)-  30 42 38.     (N)    096 51 25.     (W)     SCALED    
 BM0269* NAVD 88     -       146.59   (+/-2cm)     480.9    (feet)  VERTCON   
 BM0269  ___________________________________________________________________
 BM0269  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0269
 BM0269  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0269
 BM0269.The horizontal coordinates were scaled from a topographic map and have
 BM0269.an estimated accuracy of +/- 6 seconds.
 BM0269
 BM0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0269.The vertical order pertains to the NGVD 29 superseded value.
 BM0269
 BM0269.The geoid height was determined by GEOID03.
 BM0269
 BM0269;                    North         East    Units  Estimated Accuracy
 BM0269;SPC TX C     - 3,120,920.    1,032,920.      MT  (+/- 180 meters Scaled)
 BM0269
 BM0269                          SUPERSEDED SURVEY CONTROL
 BM0269
 BM0269  NGVD 29 (??/??/92)  146.530  (m)          480.74   (f) ADJ UNCH    2 0
 BM0269
 BM0269.Superseded values are not recommended for survey control.
 BM0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0269.See file dsdata.txt to determine how the superseded data were derived.
 BM0269
 BM0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU052994(NAD 83)
 BM0269_MARKER: DB = BENCH MARK DISK
 BM0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0269_STAMPING: 480.836 C 197 1933
 BM0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0269+STABILITY: SURFACE MOTION
 BM0269
 BM0269  HISTORY     - Date     Condition        Report By
 BM0269  HISTORY     - 1933     MONUMENTED       CGS
 BM0269  HISTORY     - 1976     GOOD             LOCSUR
 BM0269  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0269
 BM0269                          STATION DESCRIPTION
 BM0269
 BM0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0269'0.5 MI NE FROM MILANO.
 BM0269'0.5 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0269'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT MILANO,
 BM0269'MILAM COUNTY, 100 FEET NORTHWEST OF POLE 109/10, 50 FEET NORTHWEST OF
 BM0269'THE CENTERLINE OF THE TRACK, 11 FEET WEST OF A FENCE, AND SET IN THE
 BM0269'TOP OF A CONCRETE POST.
 BM0269
 BM0269                          STATION RECOVERY (1976)
 BM0269
 BM0269'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 BM0269'RECOVERED IN GOOD CONDITION.
 BM0269
 BM0269                          STATION RECOVERY (1999)
 BM0269
 BM0269'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0062 ***********************************************************************
 CA0062  DESIGNATION -  C 198
 CA0062  PID         -  CA0062
 CA0062  STATE/COUNTY-  TX/HAMILTON
 CA0062  USGS QUAD   -  HAMILTON EAST (1979)
 CA0062
 CA0062                         *CURRENT SURVEY CONTROL
 CA0062  ___________________________________________________________________
 CA0062* NAD 83(1986)-  31 38 50.     (N)    098 04 40.     (W)     SCALED    
 CA0062* NAVD 88     -       374.149  (meters)    1227.52   (feet)  ADJUSTED  
 CA0062  ___________________________________________________________________
 CA0062  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CA0062  DYNAMIC HT  -         373.664 (meters)    1225.93  (feet)  COMP
 CA0062  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 CA0062
 CA0062  VERT ORDER  -  SECOND    CLASS 0
 CA0062
 CA0062.The horizontal coordinates were scaled from a topographic map and have
 CA0062.an estimated accuracy of +/- 6 seconds.
 CA0062
 CA0062.The orthometric height was determined by differential leveling
 CA0062.and adjusted by the National Geodetic Survey in June 1991..
 CA0062
 CA0062.The geoid height was determined by GEOID03.
 CA0062
 CA0062.The dynamic height is computed by dividing the NAVD 88
 CA0062.geopotential number by the normal gravity value computed on the
 CA0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0062.degrees latitude (g = 980.6199 gals.).
 CA0062
 CA0062.The modeled gravity was interpolated from observed gravity values.
 CA0062
 CA0062;                    North         East    Units  Estimated Accuracy
 CA0062;SPC TX C     - 3,221,730.      913,920.      MT  (+/- 180 meters Scaled)
 CA0062
 CA0062                          SUPERSEDED SURVEY CONTROL
 CA0062
 CA0062  NGVD 29 (??/??/92)  374.056  (m)         1227.22   (f) ADJ UNCH    2 0
 CA0062
 CA0062.Superseded values are not recommended for survey control.
 CA0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0062.See file dsdata.txt to determine how the superseded data were derived.
 CA0062
 CA0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA874017(NAD 83)
 CA0062_MARKER: DB = BENCH MARK DISK
 CA0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0062_STAMPING: C 198 1933
 CA0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0062+STABILITY: SURFACE MOTION
 CA0062
 CA0062  HISTORY     - Date     Condition        Report By
 CA0062  HISTORY     - 1933     MONUMENTED       CGS
 CA0062  HISTORY     - 1955     GOOD             USGS
 CA0062  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CA0062
 CA0062                          STATION DESCRIPTION
 CA0062
 CA0062'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0062'5.7 MI SE FROM HAMILTON.
 CA0062'0.2 MILE EAST OF HAMILTON COURTHOUSE, HAMILTON COUNTY, ALONG STATE
 CA0062'HIGHWAY 36 TO JUNCTION WITH FARM ROAD 932, 5.0 MILES SOUTHEAST ALONG
 CA0062'FARM ROAD 932 TO CLYDE GARDNER RESIDENCE, 300 FEET SOUTH OF GARAGE, 44
 CA0062'FEET NORTHEAST OF THE CENTERLINE OF THE ROADBED OF AN ABANDONED
 CA0062'RAILROAD, AND SET IN THE TOP OF A CONCRETE POST.
 CA0062
 CA0062                          STATION RECOVERY (2001)
 CA0062
 CA0062'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0865 ***********************************************************************
 BZ0865  DESIGNATION -  C 199
 BZ0865  PID         -  BZ0865
 BZ0865  STATE/COUNTY-  TX/MCLENNAN
 BZ0865  USGS QUAD   -  MC GREGOR (1993)
 BZ0865
 BZ0865                         *CURRENT SURVEY CONTROL
 BZ0865  ___________________________________________________________________
 BZ0865* NAD 83(1986)-  31 25 21.     (N)    097 28 51.     (W)     SCALED    
 BZ0865* NAVD 88     -       252.210  (meters)     827.46   (feet)  ADJUSTED  
 BZ0865  ___________________________________________________________________
 BZ0865  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BZ0865  DYNAMIC HT  -         251.879 (meters)     826.37  (feet)  COMP
 BZ0865  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BZ0865
 BZ0865  VERT ORDER  -  SECOND    CLASS 0
 BZ0865
 BZ0865.The horizontal coordinates were scaled from a topographic map and have
 BZ0865.an estimated accuracy of +/- 6 seconds.
 BZ0865
 BZ0865.The orthometric height was determined by differential leveling
 BZ0865.and adjusted by the National Geodetic Survey in June 1991..
 BZ0865
 BZ0865.The geoid height was determined by GEOID03.
 BZ0865
 BZ0865.The dynamic height is computed by dividing the NAVD 88
 BZ0865.geopotential number by the normal gravity value computed on the
 BZ0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0865.degrees latitude (g = 980.6199 gals.).
 BZ0865
 BZ0865.The modeled gravity was interpolated from observed gravity values.
 BZ0865
 BZ0865;                    North         East    Units  Estimated Accuracy
 BZ0865;SPC TX C     - 3,198,120.      971,160.      MT  (+/- 180 meters Scaled)
 BZ0865
 BZ0865                          SUPERSEDED SURVEY CONTROL
 BZ0865
 BZ0865  NGVD 29 (??/??/92)  252.155  (m)          827.28   (f) ADJ UNCH    2 0
 BZ0865
 BZ0865.Superseded values are not recommended for survey control.
 BZ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0865.See file dsdata.txt to determine how the superseded data were derived.
 BZ0865
 BZ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV443774(NAD 83)
 BZ0865_MARKER: DB = BENCH MARK DISK
 BZ0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0865_STAMPING: C 199 1933
 BZ0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0865+STABILITY: SURFACE MOTION
 BZ0865
 BZ0865  HISTORY     - Date     Condition        Report By
 BZ0865  HISTORY     - 1933     MONUMENTED       CGS
 BZ0865  HISTORY     - 1947     GOOD             NGS
 BZ0865  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0865
 BZ0865                          STATION DESCRIPTION
 BZ0865
 BZ0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0865'1.4 MI E FROM OGLESBY.
 BZ0865'IN MCLENNAN COUNTY, 1.4 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN
 BZ0865'RAILWAY FROM OGLESBY, CORYELL COUNTY, 69 FEET SOUTH OF POLE 700+29, 33
 BZ0865'FEET SOUTH OF THE CENTERLINE OF THE TRACK, ON THE PROPERTY OF J.F.
 BZ0865'KING, AND 3 FEET FROM THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A
 BZ0865'CONCRETE POST.
 BZ0865
 BZ0865                          STATION RECOVERY (1995)
 BZ0865
 BZ0865'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3475 ***********************************************************************
 AW3475  DESIGNATION -  C 2
 AW3475  PID         -  AW3475
 AW3475  STATE/COUNTY-  TX/HARRIS
 AW3475  USGS QUAD   -  MORGANS POINT (1993)
 AW3475
 AW3475                         *CURRENT SURVEY CONTROL
 AW3475  ___________________________________________________________________
 AW3475* NAD 83(1986)-  29 41 46.     (N)    094 59 59.     (W)     SCALED    
 AW3475* NAVD 88     -         4.07   (+/-2cm)      13.4    (feet)  VERTCON   
 AW3475  ___________________________________________________________________
 AW3475  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3475
 AW3475  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3475
 AW3475.The horizontal coordinates were scaled from a topographic map and have
 AW3475.an estimated accuracy of +/- 6 seconds.
 AW3475
 AW3475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3475.The vertical order pertains to the NGVD 29 superseded value.
 AW3475
 AW3475.The geoid height was determined by GEOID03.
 AW3475
 AW3475;                    North         East    Units  Estimated Accuracy
 AW3475;SPC TXSC     - 4,213,070.      987,020.      MT  (+/- 180 meters Scaled)
 AW3475
 AW3475                          SUPERSEDED SURVEY CONTROL
 AW3475
 AW3475  NGVD 29 (??/??/92)    4.065  (m)           13.34   (f) ADJ UNCH    1 2
 AW3475
 AW3475.Superseded values are not recommended for survey control.
 AW3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3475.See file dsdata.txt to determine how the superseded data were derived.
 AW3475
 AW3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN065867(NAD 83)
 AW3475_MARKER: DD = SURVEY DISK
 AW3475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3475_STAMPING: H.O. R.CO. C.2. REF. PT.
 AW3475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3475+STABILITY: SURFACE MOTION
 AW3475
 AW3475  HISTORY     - Date     Condition        Report By
 AW3475  HISTORY     - UNK      MONUMENTED       HUMBLE
 AW3475  HISTORY     - 1964     GOOD             NGS
 AW3475  HISTORY     - 19970114 MARK NOT FOUND   USPSQD
 AW3475
 AW3475                          STATION DESCRIPTION
 AW3475
 AW3475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3475'1.6 MI NW FROM MORGAN POINT.
 AW3475'ABOUT 1.6 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3475'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3475'BANK OF SPILMAN ISLAND, ON THE CREST OF A SMALL CLAY KNOLL, 209 FEET
 AW3475'NORTHEAST OF THE CENTER LINE OF A DIRT LEVEE, 219 1/2 FEET SOUTHEAST
 AW3475'OF BENCH MARK C. 1. (H.O.AND R. CO.), 69 FEET SOUTHWEST OF THE HIGH
 AW3475'WATER LINE, AND SET IN THE TOP OF A ROUND PRECAST CONCRETE POST
 AW3475'PROJECTING 14 INCHES.
 AW3475
 AW3475                          STATION RECOVERY (1997)
 AW3475
 AW3475'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2617 ***********************************************************************
 CS2617  DESIGNATION -  C 2
 CS2617  PID         -  CS2617
 CS2617  STATE/COUNTY-  TX/HENDERSON
 CS2617  USGS QUAD   -  MABANK (1981)
 CS2617
 CS2617                         *CURRENT SURVEY CONTROL
 CS2617  ___________________________________________________________________
 CS2617* NAD 83(1993)-  32 16 36.46180(N)    096 00 26.32830(W)     ADJUSTED  
 CS2617* NAVD 88     -       124.98   (+/-2cm)     410.0    (feet)  VERTCON   
 CS2617  ___________________________________________________________________
 CS2617  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CS2617  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS2617
 CS2617  HORZ ORDER  -  SECOND
 CS2617  VERT ORDER  -  THIRD ? (See Below)
 CS2617
 CS2617.The horizontal coordinates were established by classical geodetic methods
 CS2617.and adjusted by the National Geodetic Survey in February 1996..
 CS2617
 CS2617.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2617.The vertical order pertains to the NGVD 29 superseded value.
 CS2617
 CS2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2617
 CS2617.The geoid height was determined by GEOID03.
 CS2617
 CS2617;                    North         East     Units Scale Factor Converg.
 CS2617;SPC TXNC     - 2,070,444.259   834,800.792   MT  0.99996336   +1 21 34.2
 CS2617;SPC TXNC     - 6,792,782.54  2,738,842.27   sFT  0.99996336   +1 21 34.2
 CS2617;UTM  14      - 3,575,050.339   781,878.222   MT  1.00057995   +1 35 57.0
 CS2617;UTM  15      - 3,575,088.911   216,743.545   MT  1.00058956   -1 36 25.2
 CS2617
 CS2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2617!SPC TXNC     -   0.99998437  x   0.99996336  =   0.99994774
 CS2617!UTM  14      -   0.99998437  x   1.00057995  =   1.00056432
 CS2617!UTM  15      -   0.99998437  x   1.00058956  =   1.00057393
 CS2617
 CS2617                          SUPERSEDED SURVEY CONTROL
 CS2617
 CS2617  NAD 83(1986)-  32 16 36.46933(N)    096 00 26.31225(W) AD(       ) 2
 CS2617  NAD 27      -  32 16 35.94000(N)    096 00 25.42500(W) AD(       ) 2
 CS2617  NGVD 29 (07/19/86)  124.99   (m)          410.1    (f) LEVELING    3  
 CS2617
 CS2617.Superseded values are not recommended for survey control.
 CS2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2617.See file dsdata.txt to determine how the superseded data were derived.
 CS2617
 CS2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA8187875050(NAD 83)
 CS2617_MARKER: DB = BENCH MARK DISK
 CS2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2617
 CS2617  HISTORY     - Date     Condition        Report By
 CS2617  HISTORY     - 1947     MONUMENTED       USGS
 CS2617
 CS2617                          STATION DESCRIPTION
 CS2617
 CS2617'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CS2617'SEE STATION STOCKARD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0002 ***********************************************************************
 BN0002  DESIGNATION -  C 20
 BN0002  PID         -  BN0002
 BN0002  STATE/COUNTY-  TX/BURNET
 BN0002  USGS QUAD   -  LAKE VICTOR (1967)
 BN0002
 BN0002                         *CURRENT SURVEY CONTROL
 BN0002  ___________________________________________________________________
 BN0002* NAD 83(1986)-  30 59 28.     (N)    098 11 26.     (W)     SCALED    
 BN0002* NAVD 88     -       377.408  (meters)    1238.21   (feet)  ADJUSTED  
 BN0002  ___________________________________________________________________
 BN0002  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BN0002  DYNAMIC HT  -         376.901 (meters)    1236.55  (feet)  COMP
 BN0002  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 BN0002
 BN0002  VERT ORDER  -  SECOND    CLASS 0
 BN0002
 BN0002.The horizontal coordinates were scaled from a topographic map and have
 BN0002.an estimated accuracy of +/- 6 seconds.
 BN0002
 BN0002.The orthometric height was determined by differential leveling
 BN0002.and adjusted by the National Geodetic Survey in June 1991..
 BN0002
 BN0002.The geoid height was determined by GEOID03.
 BN0002
 BN0002.The dynamic height is computed by dividing the NAVD 88
 BN0002.geopotential number by the normal gravity value computed on the
 BN0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0002.degrees latitude (g = 980.6199 gals.).
 BN0002
 BN0002.The modeled gravity was interpolated from observed gravity values.
 BN0002
 BN0002;                    North         East    Units  Estimated Accuracy
 BN0002;SPC TX C     - 3,148,790.      904,630.      MT  (+/- 180 meters Scaled)
 BN0002
 BN0002                          SUPERSEDED SURVEY CONTROL
 BN0002
 BN0002  NGVD 29 (??/??/92)  377.305  (m)         1237.87   (f) ADJ UNCH    2 0
 BN0002
 BN0002.Superseded values are not recommended for survey control.
 BN0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0002.See file dsdata.txt to determine how the superseded data were derived.
 BN0002
 BN0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV772288(NAD 83)
 BN0002_MARKER: Z = SEE DESCRIPTION
 BN0002_SETTING: 0 = UNSPECIFIED SETTING
 BN0002_STAMPING: C 20 1925
 BN0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0002
 BN0002  HISTORY     - Date     Condition        Report By
 BN0002  HISTORY     - 1925     MONUMENTED       USGS
 BN0002  HISTORY     - 1933     GOOD             NGS
 BN0002
 BN0002                          STATION DESCRIPTION
 BN0002
 BN0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BN0002'5.5 MI S FROM LAMPASAS.
 BN0002'2.42 MILES NORTH OF TUMLINSON STATION ON EAST SIDE OF TRACK, 6 FEET
 BN0002'EAST OF FENCE, 30 FEET NORTH OF GATE, IN LINE WITH EAST AND WEST FENCE
 BN0002'LINE ON OPPOSITE SIDE OF TRACK, IN CULTIVATED PASTURE LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0051 ***********************************************************************
 BN0051  DESIGNATION -  C 200
 BN0051  PID         -  BN0051
 BN0051  STATE/COUNTY-  TX/BURNET
 BN0051  USGS QUAD   -  BURNET (1967)
 BN0051
 BN0051                         *CURRENT SURVEY CONTROL
 BN0051  ___________________________________________________________________
 BN0051* NAD 83(1986)-  30 45 26.     (N)    098 11 40.     (W)     SCALED    
 BN0051* NAVD 88     -       437.022  (meters)    1433.80   (feet)  ADJUSTED  
 BN0051  ___________________________________________________________________
 BN0051  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 BN0051  DYNAMIC HT  -         436.431 (meters)    1431.86  (feet)  COMP
 BN0051  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 BN0051
 BN0051  VERT ORDER  -  SECOND    CLASS 0
 BN0051
 BN0051.The horizontal coordinates were scaled from a topographic map and have
 BN0051.an estimated accuracy of +/- 6 seconds.
 BN0051
 BN0051.The orthometric height was determined by differential leveling
 BN0051.and adjusted by the National Geodetic Survey in June 1991..
 BN0051
 BN0051.The geoid height was determined by GEOID03.
 BN0051
 BN0051.The dynamic height is computed by dividing the NAVD 88
 BN0051.geopotential number by the normal gravity value computed on the
 BN0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0051.degrees latitude (g = 980.6199 gals.).
 BN0051
 BN0051.The modeled gravity was interpolated from observed gravity values.
 BN0051
 BN0051;                    North         East    Units  Estimated Accuracy
 BN0051;SPC TX C     - 3,122,860.      904,750.      MT  (+/- 180 meters Scaled)
 BN0051
 BN0051                          SUPERSEDED SURVEY CONTROL
 BN0051
 BN0051  NGVD 29 (??/??/92)  436.930  (m)         1433.49   (f) ADJ UNCH    2 0
 BN0051
 BN0051.Superseded values are not recommended for survey control.
 BN0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0051.See file dsdata.txt to determine how the superseded data were derived.
 BN0051
 BN0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV770029(NAD 83)
 BN0051_MARKER: DB = BENCH MARK DISK
 BN0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0051_STAMPING: C-200 1933
 BN0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0051+STABILITY: SURFACE MOTION
 BN0051
 BN0051  HISTORY     - Date     Condition        Report By
 BN0051  HISTORY     - 1933     MONUMENTED       CGS
 BN0051  HISTORY     - 1967     MARK NOT FOUND   USGS
 BN0051  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 BN0051
 BN0051                          STATION DESCRIPTION
 BN0051
 BN0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0051'2.3 MI E FROM BURNET.
 BN0051'ALONG TEXAS AND NEW ORLEANS RAILROAD, 60 NORTHEAST OF MILEPOST 58, 44
 BN0051'FEET NORTHWEST OF CENTER OF TRACK, 2 FEET SOUTHEAST OF RIGHT OF WAY
 BN0051'FENCE.
 BN0051
 BN0051                          STATION RECOVERY (1967)
 BN0051
 BN0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0051'MARK NOT FOUND.
 BN0051
 BN0051                          STATION RECOVERY (2002)
 BN0051
 BN0051'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0079 ***********************************************************************
 BN0079  DESIGNATION -  C 202 RESET
 BN0079  PID         -  BN0079
 BN0079  STATE/COUNTY-  TX/HAYS
 BN0079  USGS QUAD   -  DRIPPING SPRINGS (1986)
 BN0079
 BN0079                         *CURRENT SURVEY CONTROL
 BN0079  ___________________________________________________________________
 BN0079* NAD 83(1986)-  30 11 37.     (N)    098 02 31.     (W)     SCALED    
 BN0079* NAVD 88     -       387.836  (meters)    1272.43   (feet)  ADJUSTED  
 BN0079  ___________________________________________________________________
 BN0079  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 BN0079  DYNAMIC HT  -         387.292 (meters)    1270.64  (feet)  COMP
 BN0079  MODELED GRAV-     979,228.5   (mgal)                       NAVD 88
 BN0079
 BN0079  VERT ORDER  -  SECOND    CLASS 0
 BN0079
 BN0079.The horizontal coordinates were scaled from a topographic map and have
 BN0079.an estimated accuracy of +/- 6 seconds.
 BN0079
 BN0079.The orthometric height was determined by differential leveling
 BN0079.and adjusted by the National Geodetic Survey in June 1991..
 BN0079
 BN0079.The geoid height was determined by GEOID03.
 BN0079
 BN0079.The dynamic height is computed by dividing the NAVD 88
 BN0079.geopotential number by the normal gravity value computed on the
 BN0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0079.degrees latitude (g = 980.6199 gals.).
 BN0079
 BN0079.The modeled gravity was interpolated from observed gravity values.
 BN0079
 BN0079;                    North         East    Units  Estimated Accuracy
 BN0079;SPC TXSC     - 4,261,970.      692,260.      MT  (+/- 180 meters Scaled)
 BN0079
 BN0079                          SUPERSEDED SURVEY CONTROL
 BN0079
 BN0079  NAVD 88 (01/29/03)  387.813  (m)         1272.35   (f) UNKNOWN     3 0
 BN0079  NGVD 29 (??/??/92)  387.736  (m)         1272.10   (f) ADJ UNCH    2 0
 BN0079
 BN0079.Superseded values are not recommended for survey control.
 BN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0079.See file dsdata.txt to determine how the superseded data were derived.
 BN0079
 BN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU922406(NAD 83)
 BN0079_MARKER: DB = BENCH MARK DISK
 BN0079_SETTING: 80 = SET IN A BOULDER
 BN0079_SP_SET: BOULDER
 BN0079_STAMPING: C 202 RESET 1934
 BN0079_MARK LOGO: CGS   
 BN0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0079+STABILITY: SURFACE MOTION
 BN0079
 BN0079  HISTORY     - Date     Condition        Report By
 BN0079  HISTORY     - 193412   MONUMENTED       TXHD
 BN0079  HISTORY     - 193503   GOOD             CGS
 BN0079  HISTORY     - 1953     GOOD             CGS
 BN0079  HISTORY     - 1963     MARK NOT FOUND   USGS
 BN0079
 BN0079                          STATION DESCRIPTION
 BN0079
 BN0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CL)
 BN0079'3.1 MI EAST ALONG US HIGHWAY 290 FROM DRIPPING SPRINGS, HAYS COUNTY,
 BN0079'AT SURVEY STATION 649+50, AT THE EDGE OF A PASTURE OWNED IN 1935 BY
 BN0079'J.H.E. WILLMANN, 70 FT SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FT
 BN0079'SOUTH OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A LARGE FLAT ROCK.
 BN0079'A STANDARD DISK, STAMPED-- C 202 RESET 1934.
 BN0079
 BN0079                          STATION RECOVERY (1953)
 BN0079
 BN0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 BN0079'3.1 MI E FROM DRIPPING SPRINGS.
 BN0079'3.1 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT DRIPPING
 BN0079'SPRINGS, 1.45 MILES WEST OF BENCH MARK B 202 RESET, 62 FEET SOUTH OF
 BN0079'THE CENTER LINE OF THE HIGHWAY, 138 FEET WEST OF THE CENTER LINE OF A
 BN0079'PRIVATE ROAD LEADING SOUTHWEST, 58 FEET SOUTHEAST OF A TELEPHONE POLE,
 BN0079'FLUSH WITH THE GROUND, SET IN THE TOP OF A LARGE FLAT LIMESTONE
 BN0079'BOULDER.
 BN0079
 BN0079                          STATION RECOVERY (1963)
 BN0079
 BN0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BN0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0151 ***********************************************************************
 BN0151  DESIGNATION -  C 203
 BN0151  PID         -  BN0151
 BN0151  STATE/COUNTY-  TX/GILLESPIE
 BN0151  USGS QUAD   -  STONEWALL (1961)
 BN0151
 BN0151                         *CURRENT SURVEY CONTROL
 BN0151  ___________________________________________________________________
 BN0151* NAD 83(1986)-  30 13 21.     (N)    098 41 17.     (W)     SCALED    
 BN0151* NAVD 88     -       450.601  (meters)    1478.35   (feet)  POSTED    
 BN0151  ___________________________________________________________________
 BN0151  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 BN0151  DYNAMIC HT  -         449.980 (meters)    1476.31  (feet)  COMP
 BN0151  MODELED GRAV-     979,241.8   (mgal)                       NAVD 88
 BN0151
 BN0151  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0151
 BN0151.The horizontal coordinates were scaled from a topographic map and have
 BN0151.an estimated accuracy of +/- 6 seconds.
 BN0151
 BN0151.The orthometric height was determined by differential leveling
 BN0151.and adjusted by the National Geodetic Survey in 1992..
 BN0151.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0151.rate of 1.1 thru 2.0 mm/km.
 BN0151
 BN0151.The geoid height was determined by GEOID03.
 BN0151
 BN0151.The dynamic height is computed by dividing the NAVD 88
 BN0151.geopotential number by the normal gravity value computed on the
 BN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0151.degrees latitude (g = 980.6199 gals.).
 BN0151
 BN0151.The modeled gravity was interpolated from observed gravity values.
 BN0151
 BN0151;                    North         East    Units  Estimated Accuracy
 BN0151;SPC TX C     - 3,062,790.      858,380.      MT  (+/- 180 meters Scaled)
 BN0151
 BN0151                          SUPERSEDED SURVEY CONTROL
 BN0151
 BN0151  NGVD 29 (??/??/92)  450.541  (m)         1478.15   (f) ADJ UNCH    2 0
 BN0151
 BN0151.Superseded values are not recommended for survey control.
 BN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0151.See file dsdata.txt to determine how the superseded data were derived.
 BN0151
 BN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU300434(NAD 83)
 BN0151_MARKER: DB = BENCH MARK DISK
 BN0151_SETTING: 66 = SET IN ROCK OUTCROP
 BN0151_SP_SET: ROCK OUTCROP
 BN0151_STAMPING: C-203 1933
 BN0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0151+STABILITY: POSITION/ELEVATION WELL
 BN0151
 BN0151  HISTORY     - Date     Condition        Report By
 BN0151  HISTORY     - 1933     MONUMENTED       CGS
 BN0151  HISTORY     - 1961     GOOD             USGS
 BN0151  HISTORY     - 19930713 GOOD             USPSQD
 BN0151  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0151
 BN0151                          STATION DESCRIPTION
 BN0151
 BN0151'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BN0151'2.0 MI SW FROM STONEWALL.
 BN0151'LOCATED 2.0 MILES SOUTHWEST ALONG OLD HIGHWAY NO 290 FROM THE POST
 BN0151'OFFICE AT STONEWALL, GILLESPIE COUNTY, TEXAS.  0.36 MILES SOUTHWEST
 BN0151'ALONG THE NOW ABANDONED PORTION OF OLD HIGHWAY NO 290 FROM THE
 BN0151'JUNCTION OF NEW HIGHWAY 290 WITH THE PRESENTLY USED PORTION OF OLD
 BN0151'HIGHWAY 290, WHICH TRAVELS NORTHEAST INTO STONEWALL.  49 FEET WEST OF
 BN0151'THE CENTER LINE OF THE ABANDONED HIGHWAY 9.5 FEET WEST OF A FENCE. IN
 BN0151'THE TOP OF A SMALL ROCK OUTCROP. A STANDARD DISK STAMPED C-203.
 BN0151
 BN0151                          STATION RECOVERY (1993)
 BN0151
 BN0151'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0151'RECOVERED IN GOOD CONDITION.
 BN0151
 BN0151                          STATION RECOVERY (1996)
 BN0151
 BN0151'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0408 ***********************************************************************
 BZ0408  DESIGNATION -  C 204
 BZ0408  PID         -  BZ0408
 BZ0408  STATE/COUNTY-  TX/LEON
 BZ0408  USGS QUAD   -  JEWETT (1982)
 BZ0408
 BZ0408                         *CURRENT SURVEY CONTROL
 BZ0408  ___________________________________________________________________
 BZ0408* NAD 83(1986)-  31 15 27.     (N)    096 14 58.     (W)     SCALED    
 BZ0408* NAVD 88     -       126.25   (+/-2cm)     414.2    (feet)  VERTCON   
 BZ0408  ___________________________________________________________________
 BZ0408  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BZ0408
 BZ0408  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0408
 BZ0408.The horizontal coordinates were scaled from a topographic map and have
 BZ0408.an estimated accuracy of +/- 6 seconds.
 BZ0408
 BZ0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0408.The vertical order pertains to the NGVD 29 superseded value.
 BZ0408
 BZ0408.The geoid height was determined by GEOID03.
 BZ0408
 BZ0408;                    North         East    Units  Estimated Accuracy
 BZ0408;SPC TX C     - 3,183,490.    1,088,850.      MT  (+/- 180 meters Scaled)
 BZ0408
 BZ0408                          SUPERSEDED SURVEY CONTROL
 BZ0408
 BZ0408  NGVD 29 (??/??/92)  126.219  (m)          414.10   (f) ADJ UNCH    2 0
 BZ0408
 BZ0408.Superseded values are not recommended for survey control.
 BZ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0408.See file dsdata.txt to determine how the superseded data were derived.
 BZ0408
 BZ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV619614(NAD 83)
 BZ0408_MARKER: DB = BENCH MARK DISK
 BZ0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0408_STAMPING: 414.048 C 204 1933
 BZ0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0408+STABILITY: SURFACE MOTION
 BZ0408
 BZ0408  HISTORY     - Date     Condition        Report By
 BZ0408  HISTORY     - 1933     MONUMENTED       CGS
 BZ0408  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0408
 BZ0408                          STATION DESCRIPTION
 BZ0408
 BZ0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0408'1.4 MI NE FROM MARQUEZ.
 BZ0408'1.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0408'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM MARQUEZ, LEON COUNTY, AT
 BZ0408'POLE 53/15, 100 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 43,
 BZ0408'AND 35 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 BZ0408'DISK, STAMPED 414.048 C 204 1933 AND SET IN THE TOP OF A CONCRETE
 BZ0408'POST.
 BZ0408
 BZ0408                          STATION RECOVERY (1965)
 BZ0408
 BZ0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1656 ***********************************************************************
 BL1656  DESIGNATION -  C 205
 BL1656  PID         -  BL1656
 BL1656  STATE/COUNTY-  TX/MADISON
 BL1656  USGS QUAD   -  MADISONVILLE (1963)
 BL1656
 BL1656                         *CURRENT SURVEY CONTROL
 BL1656  ___________________________________________________________________
 BL1656* NAD 83(1986)-  30 57 06.     (N)    095 54 59.     (W)     SCALED    
 BL1656* NAVD 88     -        84.25   (+/-2cm)     276.4    (feet)  VERTCON   
 BL1656  ___________________________________________________________________
 BL1656  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BL1656
 BL1656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1656
 BL1656.The horizontal coordinates were scaled from a topographic map and have
 BL1656.an estimated accuracy of +/- 6 seconds.
 BL1656
 BL1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1656.The vertical order pertains to the NGVD 29 superseded value.
 BL1656
 BL1656.The geoid height was determined by GEOID03.
 BL1656
 BL1656;                    North         East    Units  Estimated Accuracy
 BL1656;SPC TX C     - 3,150,830.    1,121,890.      MT  (+/- 180 meters Scaled)
 BL1656
 BL1656                          SUPERSEDED SURVEY CONTROL
 BL1656
 BL1656  NGVD 29 (??/??/92)   84.244  (m)          276.39   (f) ADJ UNCH    2 0
 BL1656
 BL1656.Superseded values are not recommended for survey control.
 BL1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1656.See file dsdata.txt to determine how the superseded data were derived.
 BL1656
 BL1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ213278(NAD 83)
 BL1656_MARKER: DB = BENCH MARK DISK
 BL1656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1656_SP_SET: FOUNDATION
 BL1656_STAMPING: 276.377 C 205 1933
 BL1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1656
 BL1656  HISTORY     - Date     Condition        Report By
 BL1656  HISTORY     - 1933     MONUMENTED       CGS
 BL1656  HISTORY     - 1947     GOOD             NGS
 BL1656  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1656
 BL1656                          STATION DESCRIPTION
 BL1656
 BL1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1656'IN MADISONVILLE.
 BL1656'AT MADISONVILLE, ABOUT 50 YARDS NORTHWEST OF THE NORTH LEG OF THE CITY
 BL1656'WATER TOWER, ON TOP OF THE NORTH CONCRETE FOUNDATION OF THE OLD CITY
 BL1656'WATER TOWER.  A BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN
 BL1656'CONCRETE.
 BL1656
 BL1656                          STATION RECOVERY (1996)
 BL1656
 BL1656'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0089 ***********************************************************************
 BM0089  DESIGNATION -  C 207
 BM0089  PID         -  BM0089
 BM0089  STATE/COUNTY-  TX/WALLER
 BM0089  USGS QUAD   -  HEMPSTEAD (1980)
 BM0089
 BM0089                         *CURRENT SURVEY CONTROL
 BM0089  ___________________________________________________________________
 BM0089* NAD 83(1986)-  30 06 22.     (N)    096 05 59.     (W)     SCALED    
 BM0089* NAVD 88     -        74.77   (+/-2cm)     245.3    (feet)  VERTCON   
 BM0089  ___________________________________________________________________
 BM0089  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BM0089
 BM0089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0089
 BM0089.The horizontal coordinates were scaled from a topographic map and have
 BM0089.an estimated accuracy of +/- 6 seconds.
 BM0089
 BM0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0089.The vertical order pertains to the NGVD 29 superseded value.
 BM0089
 BM0089.The geoid height was determined by GEOID03.
 BM0089
 BM0089;                    North         East    Units  Estimated Accuracy
 BM0089;SPC TXSC     - 4,255,360.      879,500.      MT  (+/- 180 meters Scaled)
 BM0089
 BM0089                          SUPERSEDED SURVEY CONTROL
 BM0089
 BM0089  NGVD 29 (??/??/92)   74.749  (m)          245.24   (f) ADJ UNCH    2 0
 BM0089
 BM0089.Superseded values are not recommended for survey control.
 BM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0089.See file dsdata.txt to determine how the superseded data were derived.
 BM0089
 BM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU794340(NAD 83)
 BM0089_MARKER: DB = BENCH MARK DISK
 BM0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0089_STAMPING: C 207 1933 245.314
 BM0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0089+STABILITY: SURFACE MOTION
 BM0089
 BM0089  HISTORY     - Date     Condition        Report By
 BM0089  HISTORY     - 1933     MONUMENTED       CGS
 BM0089  HISTORY     - 1954     GOOD             NGS
 BM0089  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0089  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0089
 BM0089                          STATION DESCRIPTION
 BM0089
 BM0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0089'1.4 MI W FROM HEMPSTEAD.
 BM0089'1.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0089'STATION AT HEMPSTEAD, 39 FEET SOUTH OF THE SOUTH RAIL, 29 FEET NORTH
 BM0089'OF THE CENTER LINE OF A SANDY ROAD, 73.6 FEET SOUTHEAST OF THE
 BM0089'SOUTHEAST CORNER OF THE SECTION FOREMANS HOUSE, 3 FEET WEST OF A
 BM0089'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BM0089'FOOT ABOVE THE GROUND.
 BM0089
 BM0089                          STATION RECOVERY (1991)
 BM0089
 BM0089'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0089'MARK NOT FOUND.
 BM0089
 BM0089                          STATION RECOVERY (1999)
 BM0089
 BM0089'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0227 ***********************************************************************
 BM0227  DESIGNATION -  C 208
 BM0227  PID         -  BM0227
 BM0227  STATE/COUNTY-  TX/BURLESON
 BM0227  USGS QUAD   -  FRENSTAT (1989)
 BM0227
 BM0227                         *CURRENT SURVEY CONTROL
 BM0227  ___________________________________________________________________
 BM0227* NAD 83(1986)-  30 29 15.     (N)    096 38 33.     (W)     SCALED    
 BM0227* NAVD 88     -       103.30   (+/-2cm)     338.9    (feet)  VERTCON   
 BM0227  ___________________________________________________________________
 BM0227  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BM0227
 BM0227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0227
 BM0227.The horizontal coordinates were scaled from a topographic map and have
 BM0227.an estimated accuracy of +/- 6 seconds.
 BM0227
 BM0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0227.The vertical order pertains to the NGVD 29 superseded value.
 BM0227
 BM0227.The geoid height was determined by GEOID03.
 BM0227
 BM0227;                    North         East    Units  Estimated Accuracy
 BM0227;SPC TX C     - 3,096,870.    1,054,270.      MT  (+/- 180 meters Scaled)
 BM0227
 BM0227                          SUPERSEDED SURVEY CONTROL
 BM0227
 BM0227  NGVD 29 (??/??/92)  103.261  (m)          338.78   (f) ADJ UNCH    2 0
 BM0227
 BM0227.Superseded values are not recommended for survey control.
 BM0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0227.See file dsdata.txt to determine how the superseded data were derived.
 BM0227
 BM0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU262751(NAD 83)
 BM0227_MARKER: DB = BENCH MARK DISK
 BM0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0227_STAMPING: C-208 1934
 BM0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0227+STABILITY: SURFACE MOTION
 BM0227
 BM0227  HISTORY     - Date     Condition        Report By
 BM0227  HISTORY     - 1934     MONUMENTED       CGS
 BM0227
 BM0227                          STATION DESCRIPTION
 BM0227
 BM0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0227'2.0 MI NW FROM DAVISON.
 BM0227'2.0 MILES NORTHWEST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD 550
 BM0227'YARDS NORTHWEST OF MILEPOST 153, 2 FEET NORTH OF CROSS FENCE, 106 FEET
 BM0227'WEST OF CENTER OF TRACK, IN SOUTHEAST CORNER OF A FIELD NEXT TO A
 BM0227'WOODED SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0204 ***********************************************************************
 AX0204  DESIGNATION -  C 209
 AX0204  PID         -  AX0204
 AX0204  STATE/COUNTY-  TX/AUSTIN
 AX0204  USGS QUAD   -  BURLEIGH (1981)
 AX0204
 AX0204                         *CURRENT SURVEY CONTROL
 AX0204  ___________________________________________________________________
 AX0204* NAD 83(1986)-  29 52 43.     (N)    096 12 09.     (W)     SCALED    
 AX0204* NAVD 88     -        48.72   (+/-2cm)     159.8    (feet)  VERTCON   
 AX0204  ___________________________________________________________________
 AX0204  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0204
 AX0204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0204
 AX0204.The horizontal coordinates were scaled from a topographic map and have
 AX0204.an estimated accuracy of +/- 6 seconds.
 AX0204
 AX0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0204.The vertical order pertains to the NGVD 29 superseded value.
 AX0204
 AX0204.The geoid height was determined by GEOID03.
 AX0204
 AX0204;                    North         East    Units  Estimated Accuracy
 AX0204;SPC TXSC     - 4,229,910.      870,200.      MT  (+/- 180 meters Scaled)
 AX0204
 AX0204                          SUPERSEDED SURVEY CONTROL
 AX0204
 AX0204  NGVD 29 (??/??/92)   48.695  (m)          159.76   (f) ADJ UNCH    2 0
 AX0204
 AX0204.Superseded values are not recommended for survey control.
 AX0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0204.See file dsdata.txt to determine how the superseded data were derived.
 AX0204
 AX0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU701086(NAD 83)
 AX0204_MARKER: DB = BENCH MARK DISK
 AX0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0204_STAMPING: C 209 1933 159.760
 AX0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0204+STABILITY: SURFACE MOTION
 AX0204
 AX0204  HISTORY     - Date     Condition        Report By
 AX0204  HISTORY     - 1933     MONUMENTED       CGS
 AX0204  HISTORY     - 1954     GOOD             NGS
 AX0204  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX0204
 AX0204                          STATION DESCRIPTION
 AX0204
 AX0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0204'1.4 MI NW FROM PETERS.
 AX0204'1.4 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AX0204'FROM THE STATION SIGN AT PETERS, 3 1/2 POLES SOUTHEAST OF MILEPOST
 AX0204'102, 42.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 44 FEET NORTHWEST OF
 AX0204'THE CENTER LINE OF A PRIVATE ROAD, 3 FEET SOUTHEAST OF A WITNESS POST,
 AX0204'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 AX0204'GROUND.
 AX0204
 AX0204                          STATION RECOVERY (1988)
 AX0204
 AX0204'RECOVERY NOTE BY US POWER SQUADRON 1988 (GPH)
 AX0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0221 ***********************************************************************
 EO0221  DESIGNATION -  C 21
 EO0221  PID         -  EO0221
 EO0221  STATE/COUNTY-  TX/PARMER
 EO0221  USGS QUAD   -  BOVINA (1980)
 EO0221
 EO0221                         *CURRENT SURVEY CONTROL
 EO0221  ___________________________________________________________________
 EO0221* NAD 83(1986)-  34 30 16.     (N)    102 53 58.     (W)     SCALED    
 EO0221* NAVD 88     -      1235.227  (meters)    4052.57   (feet)  ADJUSTED  
 EO0221  ___________________________________________________________________
 EO0221  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 EO0221  DYNAMIC HT  -        1233.619 (meters)    4047.30  (feet)  COMP
 EO0221  MODELED GRAV-     979,291.1   (mgal)                       NAVD 88
 EO0221
 EO0221  VERT ORDER  -  FIRST     CLASS II
 EO0221
 EO0221.The horizontal coordinates were scaled from a topographic map and have
 EO0221.an estimated accuracy of +/- 6 seconds.
 EO0221
 EO0221.The orthometric height was determined by differential leveling
 EO0221.and adjusted by the National Geodetic Survey in June 1991..
 EO0221
 EO0221.The geoid height was determined by GEOID03.
 EO0221
 EO0221.The dynamic height is computed by dividing the NAVD 88
 EO0221.geopotential number by the normal gravity value computed on the
 EO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0221.degrees latitude (g = 980.6199 gals.).
 EO0221
 EO0221.The modeled gravity was interpolated from observed gravity values.
 EO0221
 EO0221;                    North         East    Units  Estimated Accuracy
 EO0221;SPC TX N     - 1,056,870.       71,480.      MT  (+/- 180 meters Scaled)
 EO0221
 EO0221                          SUPERSEDED SURVEY CONTROL
 EO0221
 EO0221  NGVD 29 (??/??/92) 1234.677  (m)         4050.77   (f) ADJ UNCH    1 2
 EO0221
 EO0221.Superseded values are not recommended for survey control.
 EO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0221.See file dsdata.txt to determine how the superseded data were derived.
 EO0221
 EO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU928200(NAD 83)
 EO0221_MARKER: DB = BENCH MARK DISK
 EO0221_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EO0221_STAMPING: C 21 1911 ELEV. 4050.769 FT.
 EO0221_MARK LOGO: CGS   
 EO0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0221+STABILITY: SURFACE MOTION
 EO0221
 EO0221  HISTORY     - Date     Condition        Report By
 EO0221  HISTORY     - 1911     MONUMENTED       CGS
 EO0221  HISTORY     - 1958     GOOD             NGS
 EO0221  HISTORY     - 1984     GOOD             NGS
 EO0221
 EO0221                          STATION DESCRIPTION
 EO0221
 EO0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0221'1.4 MI SW FROM BOVINA.
 EO0221'ABOUT 1.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0221'FROM THE STATION AT BOVINA, 13 POLES NORTH OF MILE POST 636, IN THE
 EO0221'TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 48-INCH STEEL CULVERT,
 EO0221'9 POLES SOUTH OF STATE HIGHWAY 86, 18 FEET WEST OF THE NEAR RAIL, AND
 EO0221'ABOUT 6 FEET BELOW THE TRACK.  NOTE-- 1911 WAS STAMPED ON THE MARK BY
 EO0221'THIS PARTY.
 EO0221
 EO0221                          STATION RECOVERY (1984)
 EO0221
 EO0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0221'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  18.8 KM
 EO0221'(11.7 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0221'RAILROAD FROM THE STATION IN TEXICO, NEW MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0685 ***********************************************************************
 AX0685  DESIGNATION -  C 210
 AX0685  PID         -  AX0685
 AX0685  STATE/COUNTY-  TX/LAVACA
 AX0685  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0685
 AX0685                         *CURRENT SURVEY CONTROL
 AX0685  ___________________________________________________________________
 AX0685* NAD 83(1986)-  29 26 38.     (N)    096 55 14.     (W)     SCALED    
 AX0685* NAVD 88     -        81.09   (+/-2cm)     266.0    (feet)  VERTCON   
 AX0685  ___________________________________________________________________
 AX0685  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0685
 AX0685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0685
 AX0685.The horizontal coordinates were scaled from a topographic map and have
 AX0685.an estimated accuracy of +/- 6 seconds.
 AX0685
 AX0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0685.The vertical order pertains to the NGVD 29 superseded value.
 AX0685
 AX0685.The geoid height was determined by GEOID03.
 AX0685
 AX0685;                    North         East    Units  Estimated Accuracy
 AX0685;SPC TXSC     - 4,180,290.      801,710.      MT  (+/- 180 meters Scaled)
 AX0685
 AX0685                          SUPERSEDED SURVEY CONTROL
 AX0685
 AX0685  NGVD 29 (??/??/92)   81.079  (m)          266.01   (f) ADJ UNCH    2 0
 AX0685
 AX0685.Superseded values are not recommended for survey control.
 AX0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0685.See file dsdata.txt to determine how the superseded data were derived.
 AX0685
 AX0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT016589(NAD 83)
 AX0685_MARKER: DB = BENCH MARK DISK
 AX0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0685_STAMPING: C 210 1934
 AX0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0685+STABILITY: SURFACE MOTION
 AX0685
 AX0685  HISTORY     - Date     Condition        Report By
 AX0685  HISTORY     - 1934     MONUMENTED       CGS
 AX0685  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX0685
 AX0685                          STATION DESCRIPTION
 AX0685
 AX0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0685'1.2 MI NE FROM HALLETTSVILLE.
 AX0685'ABOUT 1.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AX0685'FROM THE STATION AT HALLETTSVILLE, LAVACA COUNTY, ABOUT 0.2 MILE
 AX0685'NORTHEAST OF MILEPOST 100, 50 FEET NORTHWEST OF THE CENTER LINE OF THE
 AX0685'TRACK, AND 6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 AX0685'DISK, STAMPED C 210 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 AX0685'RAILROAD HAS BEEN ABANDONED, AND MILEPOSTSARE GONE. MAY BE INTACT, BUT
 AX0685'NOTHING TO REFERENCE FROM.
 AX0685
 AX0685                          STATION RECOVERY (1962)
 AX0685
 AX0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0164 ***********************************************************************
 CB0164  DESIGNATION -  C 211
 CB0164  PID         -  CB0164
 CB0164  STATE/COUNTY-  TX/TOM GREEN
 CB0164  USGS QUAD   -  HULLDALE (1987)
 CB0164
 CB0164                         *CURRENT SURVEY CONTROL
 CB0164  ___________________________________________________________________
 CB0164* NAD 83(1986)-  31 07 08.     (N)    100 30 43.     (W)     SCALED    
 CB0164* NAVD 88     -       655.322  (meters)    2150.00   (feet)  ADJUSTED  
 CB0164  ___________________________________________________________________
 CB0164  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CB0164  DYNAMIC HT  -         654.410 (meters)    2147.01  (feet)  COMP
 CB0164  MODELED GRAV-     979,227.2   (mgal)                       NAVD 88
 CB0164
 CB0164  VERT ORDER  -  SECOND    CLASS 0
 CB0164
 CB0164.The horizontal coordinates were scaled from a topographic map and have
 CB0164.an estimated accuracy of +/- 6 seconds.
 CB0164
 CB0164.The orthometric height was determined by differential leveling
 CB0164.and adjusted by the National Geodetic Survey in June 1991..
 CB0164
 CB0164.The geoid height was determined by GEOID03.
 CB0164
 CB0164.The dynamic height is computed by dividing the NAVD 88
 CB0164.geopotential number by the normal gravity value computed on the
 CB0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0164.degrees latitude (g = 980.6199 gals.).
 CB0164
 CB0164.The modeled gravity was interpolated from observed gravity values.
 CB0164
 CB0164;                    North         East    Units  Estimated Accuracy
 CB0164;SPC TX C     - 3,161,000.      682,970.      MT  (+/- 180 meters Scaled)
 CB0164
 CB0164                          SUPERSEDED SURVEY CONTROL
 CB0164
 CB0164  NGVD 29 (??/??/92)  655.129  (m)         2149.37   (f) ADJ UNCH    2 0
 CB0164
 CB0164.Superseded values are not recommended for survey control.
 CB0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0164.See file dsdata.txt to determine how the superseded data were derived.
 CB0164
 CB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV558437(NAD 83)
 CB0164_MARKER: DB = BENCH MARK DISK
 CB0164_SETTING: 66 = SET IN ROCK OUTCROP
 CB0164_SP_SET: ROCK OUTCROP
 CB0164_STAMPING: 2149.369 C 211 1934
 CB0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0164+STABILITY: POSITION/ELEVATION WELL
 CB0164
 CB0164  HISTORY     - Date     Condition        Report By
 CB0164  HISTORY     - 1934     MONUMENTED       CGS
 CB0164  HISTORY     - 1968     GOOD             NGS
 CB0164
 CB0164                          STATION DESCRIPTION
 CB0164
 CB0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0164'4.7 MI S FROM CHRISTOVAL.
 CB0164'4.7 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM CHRISTOVAL, TOM GREEN
 CB0164'COUNTY, ABOUT 210 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 160 FEET
 CB0164'EAST OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP. A
 CB0164'STANDARD DISK, STAMPED 2149.369 C 211 1934.
 CB0164
 CB0164                          STATION RECOVERY (1968)
 CB0164
 CB0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CB0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0050 ***********************************************************************
 CB0050  DESIGNATION -  C 212
 CB0050  PID         -  CB0050
 CB0050  STATE/COUNTY-  TX/RUNNELS
 CB0050  USGS QUAD   -  ROWENA (1984)
 CB0050
 CB0050                         *CURRENT SURVEY CONTROL
 CB0050  ___________________________________________________________________
 CB0050* NAD 83(1986)-  31 39 51.     (N)    100 01 47.     (W)     SCALED    
 CB0050* NAVD 88     -       534.714  (meters)    1754.31   (feet)  ADJUSTED  
 CB0050  ___________________________________________________________________
 CB0050  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 CB0050  DYNAMIC HT  -         534.004 (meters)    1751.98  (feet)  COMP
 CB0050  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 CB0050
 CB0050  VERT ORDER  -  SECOND    CLASS 0
 CB0050
 CB0050.The horizontal coordinates were scaled from a topographic map and have
 CB0050.an estimated accuracy of +/- 6 seconds.
 CB0050
 CB0050.The orthometric height was determined by differential leveling
 CB0050.and adjusted by the National Geodetic Survey in June 1991..
 CB0050
 CB0050.The geoid height was determined by GEOID03.
 CB0050
 CB0050.The dynamic height is computed by dividing the NAVD 88
 CB0050.geopotential number by the normal gravity value computed on the
 CB0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0050.degrees latitude (g = 980.6199 gals.).
 CB0050
 CB0050.The modeled gravity was interpolated from observed gravity values.
 CB0050
 CB0050;                    North         East    Units  Estimated Accuracy
 CB0050;SPC TX C     - 3,221,480.      728,790.      MT  (+/- 180 meters Scaled)
 CB0050
 CB0050                          SUPERSEDED SURVEY CONTROL
 CB0050
 CB0050  NGVD 29 (??/??/92)  534.593  (m)         1753.91   (f) ADJ UNCH    2 0
 CB0050
 CB0050.Superseded values are not recommended for survey control.
 CB0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0050.See file dsdata.txt to determine how the superseded data were derived.
 CB0050
 CB0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA023036(NAD 83)
 CB0050_MARKER: DB = BENCH MARK DISK
 CB0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0050_STAMPING: 1753.786 C 212 1934
 CB0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0050+STABILITY: SURFACE MOTION
 CB0050
 CB0050  HISTORY     - Date     Condition        Report By
 CB0050  HISTORY     - 1934     MONUMENTED       CGS
 CB0050  HISTORY     - 1940     GOOD             NGS
 CB0050
 CB0050                          STATION DESCRIPTION
 CB0050
 CB0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0050'1.7 MI NE FROM ROWENA.
 CB0050'1.7 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CB0050'ROWENA, RUNNELS COUNTY, 18 FEET NORTHEAST OF MILEPOST 44, 40 FEET
 CB0050'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 11 FEET NORTHWEST OF THE
 CB0050'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1753.786 C 212 1934 AND
 CB0050'SET IN THE TOP OF A CONCRETE POST.
 CB0050
 CB0050                          STATION RECOVERY (1940)
 CB0050
 CB0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0373 ***********************************************************************
 AX0373  DESIGNATION -  C 213
 AX0373  PID         -  AX0373
 AX0373  STATE/COUNTY-  TX/WHARTON
 AX0373  USGS QUAD   -  GLEN FLORA (1980)
 AX0373
 AX0373                         *CURRENT SURVEY CONTROL
 AX0373  ___________________________________________________________________
 AX0373* NAD 83(1986)-  29 20 51.     (N)    096 11 34.     (W)     SCALED    
 AX0373* NAVD 88     -        36.35   (+/-2cm)     119.3    (feet)  VERTCON   
 AX0373  ___________________________________________________________________
 AX0373  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0373
 AX0373  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0373
 AX0373.The horizontal coordinates were scaled from a topographic map and have
 AX0373.an estimated accuracy of +/- 6 seconds.
 AX0373
 AX0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0373.The vertical order pertains to the NGVD 29 superseded value.
 AX0373
 AX0373.The geoid height was determined by GEOID03.
 AX0373
 AX0373;                    North         East    Units  Estimated Accuracy
 AX0373;SPC TXSC     - 4,171,080.      872,550.      MT  (+/- 180 meters Scaled)
 AX0373
 AX0373                          SUPERSEDED SURVEY CONTROL
 AX0373
 AX0373  NGVD 29 (??/??/92)   36.347  (m)          119.25   (f) ADJ UNCH    2 0
 AX0373
 AX0373.Superseded values are not recommended for survey control.
 AX0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0373.See file dsdata.txt to determine how the superseded data were derived.
 AX0373
 AX0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT725497(NAD 83)
 AX0373_MARKER: DB = BENCH MARK DISK
 AX0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0373_SP_SET: BUILDING
 AX0373_STAMPING: 119.048 C 213 1934
 AX0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0373
 AX0373  HISTORY     - Date     Condition        Report By
 AX0373  HISTORY     - 1934     MONUMENTED       CGS
 AX0373  HISTORY     - 1943     GOOD             NGS
 AX0373  HISTORY     - 1943     GOOD             CGS
 AX0373  HISTORY     - 1990     GOOD             USPSQD
 AX0373
 AX0373                          STATION DESCRIPTION
 AX0373
 AX0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0373'IN GLEN FLORA.
 AX0373'AT GLEN FLORA, 100 YARDS EAST OF GULF, COLORADO AND SANTA FE DEPOT.
 AX0373'SET VERTICAL IN THE NORTHEAST CORNER OF THE WILLIAM HOOD BUILDING, 1
 AX0373'FOOT SOUTH OF CORNER AND 1 FOOT ABOVE GROUND.
 AX0373
 AX0373                          STATION RECOVERY (1943)
 AX0373
 AX0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AX0373'RECOVERED IN GOOD CONDITION.
 AX0373
 AX0373                          STATION RECOVERY (1943)
 AX0373
 AX0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0373'BENCH MARK IS ABOUT 100 YARDS EAST OF THE SANTA FE RAILWAY STATION, 1
 AX0373'FOOT SOUTH OF THE NORTHEAST CORNER OF THE WILLIAM HOOD BUILDING, AND
 AX0373'1 FOOT ABOVE THE GROUND. A STD. DISK SET VERTICALLY.
 AX0373
 AX0373                          STATION RECOVERY (1990)
 AX0373
 AX0373'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0292 ***********************************************************************
 AJ0292  DESIGNATION -  C 215
 AJ0292  PID         -  AJ0292
 AJ0292  STATE/COUNTY-  TX/DUVAL
 AJ0292  USGS QUAD   -  PREMONT WEST (1963)
 AJ0292
 AJ0292                         *CURRENT SURVEY CONTROL
 AJ0292  ___________________________________________________________________
 AJ0292* NAD 83(1986)-  27 16 47.     (N)    098 14 54.     (W)     SCALED    
 AJ0292* NAVD 88     -        60.911  (meters)     199.84   (feet)  ADJUSTED  
 AJ0292  ___________________________________________________________________
 AJ0292  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AJ0292  DYNAMIC HT  -          60.815 (meters)     199.52  (feet)  COMP
 AJ0292  MODELED GRAV-     979,065.7   (mgal)                       NAVD 88
 AJ0292
 AJ0292  VERT ORDER  -  SECOND    CLASS 0
 AJ0292
 AJ0292.The horizontal coordinates were scaled from a topographic map and have
 AJ0292.an estimated accuracy of +/- 6 seconds.
 AJ0292
 AJ0292.The orthometric height was determined by differential leveling
 AJ0292.and adjusted by the National Geodetic Survey in June 1991..
 AJ0292
 AJ0292.The geoid height was determined by GEOID03.
 AJ0292
 AJ0292.The dynamic height is computed by dividing the NAVD 88
 AJ0292.geopotential number by the normal gravity value computed on the
 AJ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0292.degrees latitude (g = 980.6199 gals.).
 AJ0292
 AJ0292.The modeled gravity was interpolated from observed gravity values.
 AJ0292
 AJ0292;                    North         East    Units  Estimated Accuracy
 AJ0292;SPC TX S     - 5,178,740.      324,920.      MT  (+/- 180 meters Scaled)
 AJ0292
 AJ0292                          SUPERSEDED SURVEY CONTROL
 AJ0292
 AJ0292  NGVD 29 (??/??/92)   61.017  (m)          200.19   (f) ADJ UNCH    2 0
 AJ0292
 AJ0292.Superseded values are not recommended for survey control.
 AJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0292.See file dsdata.txt to determine how the superseded data were derived.
 AJ0292
 AJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR743176(NAD 83)
 AJ0292_MARKER: DB = BENCH MARK DISK
 AJ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0292_STAMPING: C 215 1934
 AJ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0292+STABILITY: SURFACE MOTION
 AJ0292
 AJ0292  HISTORY     - Date     Condition        Report By
 AJ0292  HISTORY     - 1934     MONUMENTED       CGS
 AJ0292  HISTORY     - 1963     GOOD             NGS
 AJ0292
 AJ0292                          STATION DESCRIPTION
 AJ0292
 AJ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AJ0292'9.8 MI NW FROM FALFURRIAS.
 AJ0292'IN DUVAL COUNTY, ABOUT 6.8 MILES WEST ALONG STATE HIGHWAY 285 FROM ITS
 AJ0292'INTERSECTION WITH US. 281 IN FALFURRIAS, BROOKS COUNTY, THENCE 1.2
 AJ0292'MILES NORTH ALONG GRADES ROAD.  THENCE 0.5 MILE WEST ALONG GRADED
 AJ0292'ROAD, OPPOSITE FARM HOUSE ON SOUTH SIDE OF ROAD 37 FEET NORTH CENTER
 AJ0292'LINE OF ROAD.  18 FEET EAST OF A FENCE CORNER, 3 FEET EAST AND 3 FEET
 AJ0292'NORTH OF A POWER LINE POLE IN RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 AJ0292'STAMPED, C 215 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0468 ***********************************************************************
 AO0468  DESIGNATION -  C 216
 AO0468  PID         -  AO0468
 AO0468  STATE/COUNTY-  TX/DIMMIT
 AO0468  USGS QUAD   -  BIG WELLS (1972)
 AO0468
 AO0468                         *CURRENT SURVEY CONTROL
 AO0468  ___________________________________________________________________
 AO0468* NAD 83(1986)-  28 33 23.     (N)    099 32 07.     (W)     SCALED    
 AO0468* NAVD 88     -       159.546  (meters)     523.44   (feet)  ADJUSTED  
 AO0468  ___________________________________________________________________
 AO0468  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AO0468  DYNAMIC HT  -         159.307 (meters)     522.66  (feet)  COMP
 AO0468  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 AO0468
 AO0468  VERT ORDER  -  SECOND    CLASS 0
 AO0468
 AO0468.The horizontal coordinates were scaled from a topographic map and have
 AO0468.an estimated accuracy of +/- 6 seconds.
 AO0468
 AO0468.The orthometric height was determined by differential leveling
 AO0468.and adjusted by the National Geodetic Survey in June 1991..
 AO0468
 AO0468.The geoid height was determined by GEOID03.
 AO0468
 AO0468.The dynamic height is computed by dividing the NAVD 88
 AO0468.geopotential number by the normal gravity value computed on the
 AO0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0468.degrees latitude (g = 980.6199 gals.).
 AO0468
 AO0468.The modeled gravity was interpolated from observed gravity values.
 AO0468
 AO0468;                    North         East    Units  Estimated Accuracy
 AO0468;SPC TXSC     - 4,080,260.      547,630.      MT  (+/- 180 meters Scaled)
 AO0468
 AO0468                          SUPERSEDED SURVEY CONTROL
 AO0468
 AO0468  NGVD 29 (??/??/92)  159.459  (m)          523.16   (f) ADJ UNCH    2 0
 AO0468
 AO0468.Superseded values are not recommended for survey control.
 AO0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0468.See file dsdata.txt to determine how the superseded data were derived.
 AO0468
 AO0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS476589(NAD 83)
 AO0468_MARKER: DB = BENCH MARK DISK
 AO0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0468_STAMPING: 523.158 C 216 1934
 AO0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0468+STABILITY: SURFACE MOTION
 AO0468
 AO0468  HISTORY     - Date     Condition        Report By
 AO0468  HISTORY     - 1934     MONUMENTED       CGS
 AO0468  HISTORY     - 1972     GOOD             USGS
 AO0468
 AO0468                          STATION DESCRIPTION
 AO0468
 AO0468'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AO0468'2.5 MI SE FROM BIG WELLS.
 AO0468'BIG WELLS, INTERSECTION OF STATE HIGHWAY 85 AND FM ROAD 1867, 2.0
 AO0468'MILES EAST OF ALONG HWY. 85.  THENCE SOUTH 1.1 MILES ALONG PAVED ROAD
 AO0468'TO R. R. CROSSING.  (JUST SE OF SUN OIL COMPANY FACILITIES) 31 FEET
 AO0468'SOUTH OF THE CROSSING, AND 10 FEET WEST OF THE CENTER LINE OF ROAD. A
 AO0468'STANDARD DISK, STAMPED 523.158 C 216 1934 AND SET IN THE TOP OF A
 AO0468'CONCRETE POST.  NOTE-- THIS B. M. IS IN THE WEST SHOULDER OF THE ROAD
 AO0468'AND SUBJECT TO BURYING BY GRADING AND TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0459 ***********************************************************************
 AO0459  DESIGNATION -  C 217
 AO0459  PID         -  AO0459
 AO0459  STATE/COUNTY-  TX/ZAVALA
 AO0459  USGS QUAD   -  LA PRYOR (1972)
 AO0459
 AO0459                         *CURRENT SURVEY CONTROL
 AO0459  ___________________________________________________________________
 AO0459* NAD 83(1986)-  28 55 32.     (N)    099 51 02.     (W)     SCALED    
 AO0459* NAVD 88     -       223.850  (meters)     734.41   (feet)  ADJUSTED  
 AO0459  ___________________________________________________________________
 AO0459  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AO0459  DYNAMIC HT  -         223.523 (meters)     733.34  (feet)  COMP
 AO0459  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AO0459
 AO0459  VERT ORDER  -  SECOND    CLASS 0
 AO0459
 AO0459.The horizontal coordinates were scaled from a topographic map and have
 AO0459.an estimated accuracy of +/- 6 seconds.
 AO0459
 AO0459.The orthometric height was determined by differential leveling
 AO0459.and adjusted by the National Geodetic Survey in June 1991..
 AO0459
 AO0459.The geoid height was determined by GEOID03.
 AO0459
 AO0459.The dynamic height is computed by dividing the NAVD 88
 AO0459.geopotential number by the normal gravity value computed on the
 AO0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0459.degrees latitude (g = 980.6199 gals.).
 AO0459
 AO0459.The modeled gravity was interpolated from observed gravity values.
 AO0459
 AO0459;                    North         East    Units  Estimated Accuracy
 AO0459;SPC TXSC     - 4,121,350.      517,070.      MT  (+/- 180 meters Scaled)
 AO0459
 AO0459                          SUPERSEDED SURVEY CONTROL
 AO0459
 AO0459  NGVD 29 (??/??/92)  223.730  (m)          734.02   (f) ADJ UNCH    2 0
 AO0459
 AO0459.Superseded values are not recommended for survey control.
 AO0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0459.See file dsdata.txt to determine how the superseded data were derived.
 AO0459
 AO0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT170000(NAD 83)
 AO0459_MARKER: DB = BENCH MARK DISK
 AO0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0459_STAMPING: C-217 1934
 AO0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0459+STABILITY: SURFACE MOTION
 AO0459
 AO0459  HISTORY     - Date     Condition        Report By
 AO0459  HISTORY     - 1934     MONUMENTED       CGS
 AO0459  HISTORY     - 1940     GOOD             NGS
 AO0459  HISTORY     - 20010507 MARK NOT FOUND   USPSQD
 AO0459
 AO0459                          STATION DESCRIPTION
 AO0459
 AO0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0459'1.2 MI S FROM LA PRYOR.
 AO0459'1.2 MILES S OF, AND ALONG THE S. A. U. AND G. R. R. 27 FT. E OF
 AO0459'CENTER-LINE OF TRACK AND 20 FT. N OF MILE POST B-163 IN THE LINE OF
 AO0459'POLES.
 AO0459
 AO0459                          STATION RECOVERY (1940)
 AO0459
 AO0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0459'RECOVERED IN GOOD CONDITION.
 AO0459
 AO0459                          STATION RECOVERY (2001)
 AO0459
 AO0459'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0056 ***********************************************************************
 BO0056  DESIGNATION -  C 218
 BO0056  PID         -  BO0056
 BO0056  STATE/COUNTY-  TX/VAL VERDE
 BO0056  USGS QUAD   -  FOUR MILLS (1973)
 BO0056
 BO0056                         *CURRENT SURVEY CONTROL
 BO0056  ___________________________________________________________________
 BO0056* NAD 83(1986)-  30 03 47.     (N)    100 43 48.     (W)     SCALED    
 BO0056* NAVD 88     -       560.646  (meters)    1839.39   (feet)  ADJUSTED  
 BO0056  ___________________________________________________________________
 BO0056  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BO0056  DYNAMIC HT  -         559.826 (meters)    1836.70  (feet)  COMP
 BO0056  MODELED GRAV-     979,162.3   (mgal)                       NAVD 88
 BO0056
 BO0056  VERT ORDER  -  SECOND    CLASS 0
 BO0056
 BO0056.The horizontal coordinates were scaled from a topographic map and have
 BO0056.an estimated accuracy of +/- 6 seconds.
 BO0056
 BO0056.The orthometric height was determined by differential leveling
 BO0056.and adjusted by the National Geodetic Survey in June 1991..
 BO0056
 BO0056.The geoid height was determined by GEOID03.
 BO0056
 BO0056.The dynamic height is computed by dividing the NAVD 88
 BO0056.geopotential number by the normal gravity value computed on the
 BO0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0056.degrees latitude (g = 980.6199 gals.).
 BO0056
 BO0056.The modeled gravity was interpolated from observed gravity values.
 BO0056
 BO0056;                    North         East    Units  Estimated Accuracy
 BO0056;SPC TXSC     - 4,248,350.      433,200.      MT  (+/- 180 meters Scaled)
 BO0056
 BO0056                          SUPERSEDED SURVEY CONTROL
 BO0056
 BO0056  NGVD 29 (??/??/92)  560.533  (m)         1839.02   (f) ADJ UNCH    2 0
 BO0056
 BO0056.Superseded values are not recommended for survey control.
 BO0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0056.See file dsdata.txt to determine how the superseded data were derived.
 BO0056
 BO0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU332270(NAD 83)
 BO0056_MARKER: DB = BENCH MARK DISK
 BO0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0056_STAMPING: 1839.015 C 218 1934
 BO0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0056+STABILITY: SURFACE MOTION
 BO0056
 BO0056  HISTORY     - Date     Condition        Report By
 BO0056  HISTORY     - 1934     MONUMENTED       CGS
 BO0056  HISTORY     - 1958     MARK NOT FOUND   NGS
 BO0056
 BO0056                          STATION DESCRIPTION
 BO0056
 BO0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0056'8.0 MI N FROM VINEGARONE.
 BO0056'8.0 MILES NORTH ALONG U.S. HIGHWAY 277 FROM VINEGARONE, ABOUT 0.2 MILE
 BO0056'NORTH OF A FENCE LEADING EAST, 0.2 MILE SOUTH OF A CLUMP OF LIVE-OAK
 BO0056'TREES AT A CURVE, 44 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3
 BO0056'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD, DISK STAMPED
 BO0056'1839.015 C 218 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 BO0056'HIGHWAY HAS BEEN MOVED ABOUT 0.3 MILE EAST, PROBABLY DESTROYED BY
 BO0056'EXCAVATION AT THE LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1455 ***********************************************************************
 AY1455  DESIGNATION -  C 219
 AY1455  PID         -  AY1455
 AY1455  STATE/COUNTY-  TX/KERR
 AY1455  USGS QUAD   -  WELL HOLLOW (1964)
 AY1455
 AY1455                         *CURRENT SURVEY CONTROL
 AY1455  ___________________________________________________________________
 AY1455* NAD 83(1986)-  29 57 08.     (N)    099 30 21.     (W)     SCALED    
 AY1455* NAVD 88     -       681.949  (meters)    2237.36   (feet)  ADJUSTED  
 AY1455  ___________________________________________________________________
 AY1455  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AY1455  DYNAMIC HT  -         680.952 (meters)    2234.09  (feet)  COMP
 AY1455  MODELED GRAV-     979,158.0   (mgal)                       NAVD 88
 AY1455
 AY1455  VERT ORDER  -  SECOND    CLASS 0
 AY1455
 AY1455.The horizontal coordinates were scaled from a topographic map and have
 AY1455.an estimated accuracy of +/- 6 seconds.
 AY1455
 AY1455.The orthometric height was determined by differential leveling
 AY1455.and adjusted by the National Geodetic Survey in June 1991..
 AY1455
 AY1455.The geoid height was determined by GEOID03.
 AY1455
 AY1455.The dynamic height is computed by dividing the NAVD 88
 AY1455.geopotential number by the normal gravity value computed on the
 AY1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1455.degrees latitude (g = 980.6199 gals.).
 AY1455
 AY1455.The modeled gravity was interpolated from observed gravity values.
 AY1455
 AY1455;                    North         East    Units  Estimated Accuracy
 AY1455;SPC TXSC     - 4,234,940.      551,180.      MT  (+/- 180 meters Scaled)
 AY1455
 AY1455                          SUPERSEDED SURVEY CONTROL
 AY1455
 AY1455  NGVD 29 (??/??/92)  681.859  (m)         2237.07   (f) ADJ UNCH    2 0
 AY1455
 AY1455.Superseded values are not recommended for survey control.
 AY1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1455.See file dsdata.txt to determine how the superseded data were derived.
 AY1455
 AY1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU511135(NAD 83)
 AY1455_MARKER: DB = BENCH MARK DISK
 AY1455_SETTING: 66 = SET IN ROCK OUTCROP
 AY1455_SP_SET: ROCK OUTCROP
 AY1455_STAMPING: C 219 1934
 AY1455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1455+STABILITY: POSITION/ELEVATION WELL
 AY1455
 AY1455  HISTORY     - Date     Condition        Report By
 AY1455  HISTORY     - 1934     MONUMENTED       CGS
 AY1455  HISTORY     - 1953     GOOD             NGS
 AY1455
 AY1455                          STATION DESCRIPTION
 AY1455
 AY1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1455'17.1 MI SW FROM HUNT.
 AY1455'17.1 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 AY1455'HUNT, ON THE WEST SLOPE OF A HILL, 27 FEET SOUTHEAST OF THE CENTER
 AY1455'LINE OF THE HIGHWAY, 22.7 FEET NORTHWEST OF A FENCE, 22.7 FEET
 AY1455'NORTHWEST OF A WITNESS POST, FLUSH WITH THE GROUND, SET IN THE TOP OF
 AY1455'A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0516 ***********************************************************************
 CC0516  DESIGNATION -  C 22
 CC0516  PID         -  CC0516
 CC0516  STATE/COUNTY-  TX/REEVES
 CC0516  USGS QUAD   -  SAND LAKE (1981)
 CC0516
 CC0516                         *CURRENT SURVEY CONTROL
 CC0516  ___________________________________________________________________
 CC0516* NAD 83(1986)-  31 36 01.     (N)    103 32 06.     (W)     SCALED    
 CC0516* NAVD 88     -       802.764  (meters)    2633.73   (feet)  ADJUSTED  
 CC0516  ___________________________________________________________________
 CC0516  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CC0516  DYNAMIC HT  -         801.589 (meters)    2629.88  (feet)  COMP
 CC0516  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 CC0516
 CC0516  VERT ORDER  -  FIRST     CLASS II
 CC0516
 CC0516.The horizontal coordinates were scaled from a topographic map and have
 CC0516.an estimated accuracy of +/- 6 seconds.
 CC0516
 CC0516.The orthometric height was determined by differential leveling
 CC0516.and adjusted by the National Geodetic Survey in June 1991..
 CC0516
 CC0516.The geoid height was determined by GEOID03.
 CC0516
 CC0516.The dynamic height is computed by dividing the NAVD 88
 CC0516.geopotential number by the normal gravity value computed on the
 CC0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0516.degrees latitude (g = 980.6199 gals.).
 CC0516
 CC0516.The modeled gravity was interpolated from observed gravity values.
 CC0516
 CC0516;                    North         East    Units  Estimated Accuracy
 CC0516;SPC TX C     - 3,218,730.      396,220.      MT  (+/- 180 meters Scaled)
 CC0516
 CC0516                          SUPERSEDED SURVEY CONTROL
 CC0516
 CC0516  NGVD 29 (??/??/92)  802.412  (m)         2632.58   (f) ADJ UNCH    1 2
 CC0516
 CC0516.Superseded values are not recommended for survey control.
 CC0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0516.See file dsdata.txt to determine how the superseded data were derived.
 CC0516
 CC0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ389970(NAD 83)
 CC0516_MARKER: X = CHISELED CROSS
 CC0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0516_SP_SET: SECTION RAIL
 CC0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0516
 CC0516  HISTORY     - Date     Condition        Report By
 CC0516  HISTORY     - UNK      MONUMENTED       CGS
 CC0516  HISTORY     - 1956     GOOD             NGS
 CC0516  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0516
 CC0516                          STATION DESCRIPTION
 CC0516
 CC0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0516'12.5 MI N FROM PECOS.
 CC0516'12.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0516'STATION AT PECOS, 71.4 FEET WEST OF BENCH MARK B 1066, 6.2 FEET
 CC0516'SOUTHWEST OF THE SOUTHWEST RAIL, 24.4 FEET NORTHEAST OF MILEPOST 259,
 CC0516'ON TOP OF A VERTICAL SECTION OF RAIL WHICH WAS FORMERLY MILEPOST 259.
 CC0516
 CC0516                          STATION RECOVERY (1981)
 CC0516
 CC0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0516'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCES OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1093 ***********************************************************************
 AY1093  DESIGNATION -  C 220
 AY1093  PID         -  AY1093
 AY1093  STATE/COUNTY-  TX/KERR
 AY1093  USGS QUAD   -  COMFORT (1982)
 AY1093
 AY1093                         *CURRENT SURVEY CONTROL
 AY1093  ___________________________________________________________________
 AY1093* NAD 83(1986)-  29 57 15.     (N)    098 55 54.     (W)     SCALED    
 AY1093* NAVD 88     -       436.264  (meters)    1431.31   (feet)  ADJUSTED  
 AY1093  ___________________________________________________________________
 AY1093  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AY1093  DYNAMIC HT  -         435.643 (meters)    1429.27  (feet)  COMP
 AY1093  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 AY1093
 AY1093  VERT ORDER  -  SECOND    CLASS 0
 AY1093
 AY1093.The horizontal coordinates were scaled from a topographic map and have
 AY1093.an estimated accuracy of +/- 6 seconds.
 AY1093
 AY1093.The orthometric height was determined by differential leveling
 AY1093.and adjusted by the National Geodetic Survey in June 1991..
 AY1093
 AY1093.The geoid height was determined by GEOID03.
 AY1093
 AY1093.The dynamic height is computed by dividing the NAVD 88
 AY1093.geopotential number by the normal gravity value computed on the
 AY1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1093.degrees latitude (g = 980.6199 gals.).
 AY1093
 AY1093.The modeled gravity was interpolated from observed gravity values.
 AY1093
 AY1093;                    North         East    Units  Estimated Accuracy
 AY1093;SPC TXSC     - 4,235,050.      606,600.      MT  (+/- 180 meters Scaled)
 AY1093
 AY1093                          SUPERSEDED SURVEY CONTROL
 AY1093
 AY1093  NGVD 29 (??/??/92)  436.200  (m)         1431.10   (f) ADJ UNCH    2 0
 AY1093
 AY1093.Superseded values are not recommended for survey control.
 AY1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1093.See file dsdata.txt to determine how the superseded data were derived.
 AY1093
 AY1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU065137(NAD 83)
 AY1093_MARKER: DB = BENCH MARK DISK
 AY1093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1093_SP_SET: BRIDGE ABUTMENT
 AY1093_STAMPING: C 220 1934
 AY1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1093
 AY1093  HISTORY     - Date     Condition        Report By
 AY1093  HISTORY     - 1934     MONUMENTED       CGS
 AY1093  HISTORY     - 1953     GOOD             NGS
 AY1093  HISTORY     - 1989     GOOD             USPSQD
 AY1093  HISTORY     - 20050521 GOOD             USPSQD
 AY1093
 AY1093                          STATION DESCRIPTION
 AY1093
 AY1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1093'1.7 MI SW FROM COMFORT.
 AY1093'1.7 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1093'STATION AT COMFORT, NEAR RAILROAD TRESTLE 291.69, 16 FEET NORTHWEST OF
 AY1093'THE CENTER LINE OF STATE HIGHWAY 27, SET IN THE TOP OF THE NORTHWEST
 AY1093'END OF THE SOUTHWEST ABUTMENT OF A CONCRETE HIGHWAY BRIDGE.
 AY1093
 AY1093                          STATION RECOVERY (1989)
 AY1093
 AY1093'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1093'RECOVERED IN GOOD CONDITION.
 AY1093
 AY1093                          STATION RECOVERY (2005)
 AY1093
 AY1093'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1094 ***********************************************************************
 AY1094  DESIGNATION -  C 220 RESET
 AY1094  PID         -  AY1094
 AY1094  STATE/COUNTY-  TX/KERR
 AY1094  USGS QUAD   -  COMFORT (1982)
 AY1094
 AY1094                         *CURRENT SURVEY CONTROL
 AY1094  ___________________________________________________________________
 AY1094* NAD 83(1986)-  29 57 15.     (N)    098 55 53.     (W)     SCALED    
 AY1094* NAVD 88     -       436.29   (meters)    1431.4    (feet)  RESET     
 AY1094  ___________________________________________________________________
 AY1094  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AY1094
 AY1094  VERT ORDER  -  THIRD
 AY1094
 AY1094.The horizontal coordinates were scaled from a topographic map and have
 AY1094.an estimated accuracy of +/- 6 seconds.
 AY1094
 AY1094.The orthometric height was computed from unverified reset data.
 AY1094
 AY1094.The geoid height was determined by GEOID03.
 AY1094
 AY1094;                    North         East    Units  Estimated Accuracy
 AY1094;SPC TXSC     - 4,235,050.      606,620.      MT  (+/- 180 meters Scaled)
 AY1094
 AY1094                          SUPERSEDED SURVEY CONTROL
 AY1094
 AY1094  NGVD 29 (01/29/03)  436.22   (m)         1431.2    (f) RESET       3  
 AY1094
 AY1094.Superseded values are not recommended for survey control.
 AY1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1094.See file dsdata.txt to determine how the superseded data were derived.
 AY1094
 AY1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU066137(NAD 83)
 AY1094_MARKER: DD = SURVEY DISK
 AY1094_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1094_SP_SET: BRIDGE ABUTMENT
 AY1094_STAMPING: C 220 RESET 1953
 AY1094_MARK LOGO: TXHD  
 AY1094_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1094
 AY1094  HISTORY     - Date     Condition        Report By
 AY1094  HISTORY     - 1953     MONUMENTED       TXHD
 AY1094  HISTORY     - 1982     GOOD             NGS
 AY1094  HISTORY     - 19900625 GOOD             TXHD
 AY1094  HISTORY     - 20050521 GOOD             USPSQD
 AY1094
 AY1094                          STATION DESCRIPTION
 AY1094
 AY1094'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AY1094'1.7 MI SW FROM COMFORT.
 AY1094'IN KERR COUNTY, 1.7 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS
 AY1094'RAILROAD FROM COMFORT, KENDALL COUNTY, 85 FEET WEST OF THE TRACK, AT
 AY1094'HIGHWAY BRIDGE S 351 T 50, IN THE TOP OF THE EAST END OF THE SOUTH
 AY1094'CONCRETE ABUTMENT, AND NEAR THE PAINTED LETTERS USBM.  A STANDARD DISK
 AY1094'STAMPED C 220 RESET 1953.
 AY1094
 AY1094                          STATION RECOVERY (1982)
 AY1094
 AY1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1094'3.3 KM (2.05 MI) WEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 AY1094'COMFORT, IN THE TOP OF THE CENTER OF THE SOUTHWEST ABUTMENT OF THE
 AY1094'HIGHWAY BRIDGE OVER WILSON CREEK, 7.0 METERS (23.0 FT) NORTHWEST OF
 AY1094'THE CENTERLINE OF THE HIGHWAY, AND 1.4 METERS (4.5 FT) NORTHEAST OF
 AY1094'THE SOUTHWEST END OF THE ABUTMENT.
 AY1094'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1094
 AY1094                          STATION RECOVERY (1990)
 AY1094
 AY1094'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1990
 AY1094'RECOVERED IN GOOD CONDITION.
 AY1094
 AY1094                          STATION RECOVERY (2005)
 AY1094
 AY1094'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0359 ***********************************************************************
 BN0359  DESIGNATION -  C 221
 BN0359  PID         -  BN0359
 BN0359  STATE/COUNTY-  TX/REAL
 BN0359  USGS QUAD   -  EARWOOD CREEK SW (1987)
 BN0359
 BN0359                         *CURRENT SURVEY CONTROL
 BN0359  ___________________________________________________________________
 BN0359* NAD 83(1986)-  30 04 39.     (N)    099 56 40.     (W)     SCALED    
 BN0359* NAVD 88     -       708.793  (meters)    2325.43   (feet)  ADJUSTED  
 BN0359  ___________________________________________________________________
 BN0359  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BN0359  DYNAMIC HT  -         707.741 (meters)    2321.98  (feet)  COMP
 BN0359  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 BN0359
 BN0359  VERT ORDER  -  SECOND    CLASS 0
 BN0359
 BN0359.The horizontal coordinates were scaled from a topographic map and have
 BN0359.an estimated accuracy of +/- 6 seconds.
 BN0359
 BN0359.The orthometric height was determined by differential leveling
 BN0359.and adjusted by the National Geodetic Survey in June 1991..
 BN0359
 BN0359.The geoid height was determined by GEOID03.
 BN0359
 BN0359.The dynamic height is computed by dividing the NAVD 88
 BN0359.geopotential number by the normal gravity value computed on the
 BN0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0359.degrees latitude (g = 980.6199 gals.).
 BN0359
 BN0359.The modeled gravity was interpolated from observed gravity values.
 BN0359
 BN0359;                    North         East    Units  Estimated Accuracy
 BN0359;SPC TXSC     - 4,249,090.      508,950.      MT  (+/- 180 meters Scaled)
 BN0359
 BN0359                          SUPERSEDED SURVEY CONTROL
 BN0359
 BN0359  NGVD 29 (??/??/92)  708.719  (m)         2325.19   (f) ADJ UNCH    2 0
 BN0359
 BN0359.Superseded values are not recommended for survey control.
 BN0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0359.See file dsdata.txt to determine how the superseded data were derived.
 BN0359
 BN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU089277(NAD 83)
 BN0359_MARKER: DB = BENCH MARK DISK
 BN0359_SETTING: 66 = SET IN ROCK OUTCROP
 BN0359_SP_SET: ROCK OUTCROP
 BN0359_STAMPING: C-221 1934
 BN0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0359+STABILITY: POSITION/ELEVATION WELL
 BN0359
 BN0359  HISTORY     - Date     Condition        Report By
 BN0359  HISTORY     - 1934     MONUMENTED       CGS
 BN0359  HISTORY     - 1971     GOOD             USGS
 BN0359  HISTORY     - 20010801 GOOD             NGS
 BN0359
 BN0359                          STATION DESCRIPTION
 BN0359
 BN0359'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BN0359'18.6 MI NE FROM ROCKSPRINGS.
 BN0359'FROM THE JUNCTION OF U.S. 377 AND TEX. 55 HIGHWAYS AT EAST EDGE OF
 BN0359'ROCKSPRINGS, NORTH ALONG U.S. 377 FOR 7.9 MI. TO JUNCTION OF U.S. 377
 BN0359'AND TEX. 41, THENCE EAST ALONG TEX. 41 10.7 MI. TO BM ON THE NORTH.
 BN0359'0.18 MI. WEST OF A T-ROAD NORTH, 91 FT. NORTH OF CENTERLINE OF
 BN0359'HIGHWAY, 15 FT. NORTH OF THE EAST TIP OF A TREE CLUMP.  A STANDARD
 BN0359'TABLET SET IN A ROCK OUTCROP PROTRUDING 0.8 FT. ABOVE NORMAL GROUND,
 BN0359'AND NEAR SEVERAL OTHER PROTRUDING GRAY ROCK OUTCROPS.
 BN0359
 BN0359                          STATION RECOVERY (2001)
 BN0359
 BN0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BN0359'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0137 ***********************************************************************
 BO0137  DESIGNATION -  C 222
 BO0137  PID         -  BO0137
 BO0137  STATE/COUNTY-  TX/SUTTON
 BO0137  USGS QUAD   -  SONORA NW (1982)
 BO0137
 BO0137                         *CURRENT SURVEY CONTROL
 BO0137  ___________________________________________________________________
 BO0137* NAD 83(1986)-  30 41 55.     (N)    100 38 16.     (W)     SCALED    
 BO0137* NAVD 88     -       718.083  (meters)    2355.91   (feet)  ADJUSTED  
 BO0137  ___________________________________________________________________
 BO0137  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BO0137  DYNAMIC HT  -         717.037 (meters)    2352.48  (feet)  COMP
 BO0137  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 BO0137
 BO0137  VERT ORDER  -  SECOND    CLASS 0
 BO0137
 BO0137.The horizontal coordinates were scaled from a topographic map and have
 BO0137.an estimated accuracy of +/- 6 seconds.
 BO0137
 BO0137.The orthometric height was determined by differential leveling
 BO0137.and adjusted by the National Geodetic Survey in June 1991..
 BO0137
 BO0137.The geoid height was determined by GEOID03.
 BO0137
 BO0137.The dynamic height is computed by dividing the NAVD 88
 BO0137.geopotential number by the normal gravity value computed on the
 BO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0137.degrees latitude (g = 980.6199 gals.).
 BO0137
 BO0137.The modeled gravity was interpolated from observed gravity values.
 BO0137
 BO0137;                    North         East    Units  Estimated Accuracy
 BO0137;SPC TX C     - 3,114,440.      670,840.      MT  (+/- 180 meters Scaled)
 BO0137
 BO0137                          SUPERSEDED SURVEY CONTROL
 BO0137
 BO0137  NGVD 29 (??/??/92)  717.882  (m)         2355.25   (f) ADJ UNCH    2 0
 BO0137
 BO0137.Superseded values are not recommended for survey control.
 BO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0137.See file dsdata.txt to determine how the superseded data were derived.
 BO0137
 BO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU431973(NAD 83)
 BO0137_MARKER: DB = BENCH MARK DISK
 BO0137_SETTING: 66 = SET IN ROCK OUTCROP
 BO0137_SP_SET: OUTCROP
 BO0137_STAMPING: 2355.251 C 222 1934
 BO0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0137+STABILITY: POSITION/ELEVATION WELL
 BO0137
 BO0137  HISTORY     - Date     Condition        Report By
 BO0137  HISTORY     - 1934     MONUMENTED       CGS
 BO0137
 BO0137                          STATION DESCRIPTION
 BO0137
 BO0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0137'9.2 MI N FROM SONORA.
 BO0137'9.2 MILES NORTH ALONG U.S. HIGHWAY 277 FROM SONORA, ABOUT 0.6 MILE
 BO0137'SOUTH OF THE SUTTON-SCHLEICHER COUNTY LINE, ABOUT 0.1 MILE NORTH OF
 BO0137'THE NORTH CURVE OF A DOUBLE CURVE, 51 FEET WEST OF THE CENTERLINE OF
 BO0137'THE HIGHWAY, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF
 BO0137'A LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED 2355.251 C 222 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0193 ***********************************************************************
 CB0193  DESIGNATION -  C 223
 CB0193  PID         -  CB0193
 CB0193  STATE/COUNTY-  TX/IRION
 CB0193  USGS QUAD   -  NOELKE NE (1987)
 CB0193
 CB0193                         *CURRENT SURVEY CONTROL
 CB0193  ___________________________________________________________________
 CB0193* NAD 83(1986)-  31 11 41.     (N)    100 52 09.     (W)     SCALED    
 CB0193* NAVD 88     -       693.662  (meters)    2275.79   (feet)  ADJUSTED  
 CB0193  ___________________________________________________________________
 CB0193  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CB0193  DYNAMIC HT  -         692.686 (meters)    2272.59  (feet)  COMP
 CB0193  MODELED GRAV-     979,210.5   (mgal)                       NAVD 88
 CB0193
 CB0193  VERT ORDER  -  SECOND    CLASS 0
 CB0193
 CB0193.The horizontal coordinates were scaled from a topographic map and have
 CB0193.an estimated accuracy of +/- 6 seconds.
 CB0193
 CB0193.The orthometric height was determined by differential leveling
 CB0193.and adjusted by the National Geodetic Survey in June 1991..
 CB0193
 CB0193.The geoid height was determined by GEOID03.
 CB0193
 CB0193.The dynamic height is computed by dividing the NAVD 88
 CB0193.geopotential number by the normal gravity value computed on the
 CB0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0193.degrees latitude (g = 980.6199 gals.).
 CB0193
 CB0193.The modeled gravity was interpolated from observed gravity values.
 CB0193
 CB0193;                    North         East    Units  Estimated Accuracy
 CB0193;SPC TX C     - 3,169,520.      648,940.      MT  (+/- 180 meters Scaled)
 CB0193
 CB0193                          SUPERSEDED SURVEY CONTROL
 CB0193
 CB0193  NGVD 29 (??/??/92)  693.474  (m)         2275.17   (f) ADJ UNCH    2 0
 CB0193
 CB0193.Superseded values are not recommended for survey control.
 CB0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0193.See file dsdata.txt to determine how the superseded data were derived.
 CB0193
 CB0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV219526(NAD 83)
 CB0193_MARKER: DB = BENCH MARK DISK
 CB0193_SETTING: 66 = SET IN ROCK OUTCROP
 CB0193_SP_SET: LIMESTONE LEDGE
 CB0193_STAMPING: C-223 1934
 CB0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0193+STABILITY: POSITION/ELEVATION WELL
 CB0193
 CB0193  HISTORY     - Date     Condition        Report By
 CB0193  HISTORY     - 1934     MONUMENTED       CGS
 CB0193  HISTORY     - 1940     MARK NOT FOUND   NGS
 CB0193  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0193
 CB0193                          STATION DESCRIPTION
 CB0193
 CB0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0193'5.4 MI SW FROM MERTZON.
 CB0193'5.4 MILES SW OF AND ALONG THE PANHANDLE 7 S.F.R.R. 0.2 MILE SW OF MILE
 CB0193'POST 751 IN A CUT 95 FT. SW OF FILL BETWEEN TWO CUTS ACROSS DEEP WASH.
 CB0193'12 FT. SE OF TRACK.  DISK IS SET IN LIME-STONE LEDGE AT EDGE OF CUT.
 CB0193'NOTE-- MIGHT BE BURIED UNDER A TALUS SLOPE.
 CB0193
 CB0193                          STATION RECOVERY (1940)
 CB0193
 CB0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0193'MARK NOT FOUND.
 CB0193
 CB0193                          STATION RECOVERY (1981)
 CB0193
 CB0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0391 ***********************************************************************
 BO0391  DESIGNATION -  C 224
 BO0391  PID         -  BO0391
 BO0391  STATE/COUNTY-  TX/PECOS
 BO0391  USGS QUAD   -  SHEFFIELD (1967)
 BO0391
 BO0391                         *CURRENT SURVEY CONTROL
 BO0391  ___________________________________________________________________
 BO0391* NAD 83(1986)-  30 44 14.     (N)    101 50 19.     (W)     SCALED    
 BO0391* NAVD 88     -       666.568  (meters)    2186.90   (feet)  ADJUSTED  
 BO0391  ___________________________________________________________________
 BO0391  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BO0391  DYNAMIC HT  -         665.598 (meters)    2183.72  (feet)  COMP
 BO0391  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 BO0391
 BO0391  VERT ORDER  -  SECOND    CLASS 0
 BO0391
 BO0391.The horizontal coordinates were scaled from a topographic map and have
 BO0391.an estimated accuracy of +/- 6 seconds.
 BO0391
 BO0391.The orthometric height was determined by differential leveling
 BO0391.and adjusted by the National Geodetic Survey in June 1991..
 BO0391
 BO0391.The geoid height was determined by GEOID03.
 BO0391
 BO0391.The dynamic height is computed by dividing the NAVD 88
 BO0391.geopotential number by the normal gravity value computed on the
 BO0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0391.degrees latitude (g = 980.6199 gals.).
 BO0391
 BO0391.The modeled gravity was interpolated from observed gravity values.
 BO0391
 BO0391;                    North         East    Units  Estimated Accuracy
 BO0391;SPC TX C     - 3,119,650.      555,870.      MT  (+/- 180 meters Scaled)
 BO0391
 BO0391                          SUPERSEDED SURVEY CONTROL
 BO0391
 BO0391  NGVD 29 (??/??/92)  666.348  (m)         2186.18   (f) ADJ UNCH    2 0
 BO0391
 BO0391.Superseded values are not recommended for survey control.
 BO0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0391.See file dsdata.txt to determine how the superseded data were derived.
 BO0391
 BO0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV282039(NAD 83)
 BO0391_MARKER: DB = BENCH MARK DISK
 BO0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0391_SP_SET: CULVERT
 BO0391_STAMPING: C 224 1934 2186.177
 BO0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0391
 BO0391  HISTORY     - Date     Condition        Report By
 BO0391  HISTORY     - 1934     MONUMENTED       CGS
 BO0391  HISTORY     - 1958     GOOD             NGS
 BO0391
 BO0391                          STATION DESCRIPTION
 BO0391
 BO0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0391'4.05 MI W FROM SHEFFIELD.
 BO0391'ABOUT 4.05 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0391'SHEFFIELD, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 BO0391'HEADWALL OF A CONCRETE CULVERT UNDER U. S. HIGHWAY 290, 18 FEET
 BO0391'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF THE
 BO0391'EXTENDED CENTER LINE OF STATE HIGHWAY 349, AND 1.4 FEET ABOVE THE
 BO0391'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1402 ***********************************************************************
 FL1402  DESIGNATION -  C 225
 FL1402  PID         -  FL1402
 FL1402  STATE/COUNTY-  TX/MOORE
 FL1402  USGS QUAD   -  LITTLE BLUE CREEK (1972)
 FL1402
 FL1402                         *CURRENT SURVEY CONTROL
 FL1402  ___________________________________________________________________
 FL1402* NAD 83(1986)-  35 51 55.     (N)    101 48 38.     (W)     SCALED    
 FL1402* NAVD 88     -      1069.016  (meters)    3507.26   (feet)  ADJUSTED  
 FL1402  ___________________________________________________________________
 FL1402  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 FL1402  DYNAMIC HT  -        1067.794 (meters)    3503.25  (feet)  COMP
 FL1402  MODELED GRAV-     979,453.3   (mgal)                       NAVD 88
 FL1402
 FL1402  VERT ORDER  -  SECOND    CLASS 0
 FL1402
 FL1402.The horizontal coordinates were scaled from a topographic map and have
 FL1402.an estimated accuracy of +/- 6 seconds.
 FL1402
 FL1402.The orthometric height was determined by differential leveling
 FL1402.and adjusted by the National Geodetic Survey in June 1991..
 FL1402
 FL1402.The geoid height was determined by GEOID03.
 FL1402
 FL1402.The dynamic height is computed by dividing the NAVD 88
 FL1402.geopotential number by the normal gravity value computed on the
 FL1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1402.degrees latitude (g = 980.6199 gals.).
 FL1402
 FL1402.The modeled gravity was interpolated from observed gravity values.
 FL1402
 FL1402;                    North         East    Units  Estimated Accuracy
 FL1402;SPC TX N     - 1,206,980.      171,950.      MT  (+/- 180 meters Scaled)
 FL1402
 FL1402                          SUPERSEDED SURVEY CONTROL
 FL1402
 FL1402  NGVD 29 (??/??/92) 1068.497  (m)         3505.56   (f) ADJ UNCH    2 0
 FL1402
 FL1402.Superseded values are not recommended for survey control.
 FL1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1402.See file dsdata.txt to determine how the superseded data were derived.
 FL1402
 FL1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE462726(NAD 83)
 FL1402_MARKER: DB = BENCH MARK DISK
 FL1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1402_STAMPING: C 225 1934
 FL1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1402+STABILITY: SURFACE MOTION
 FL1402
 FL1402  HISTORY     - Date     Condition        Report By
 FL1402  HISTORY     - 1934     MONUMENTED       CGS
 FL1402  HISTORY     - 1952     GOOD             NGS
 FL1402  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL1402
 FL1402                          STATION DESCRIPTION
 FL1402
 FL1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL1402'9.2 MI E FROM DUMAS.
 FL1402'9.2 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1402'HIGHWAY 287 AT DUMAS, 115 FEET WEST OF A FENCE LEADING SOUTH, 164 FEET
 FL1402'SOUTH OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 149 FEET SOUTH OF AN
 FL1402'EAST AND WEST FENCE, 13 FEET WEST OF THE CENTER LINE OF A NORTH AND
 FL1402'SOUTH PRIVATE ROAD, 44 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FL1402'1.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FL1402'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 FL1402
 FL1402                          STATION RECOVERY (1971)
 FL1402
 FL1402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0221 ***********************************************************************
 FL0221  DESIGNATION -  C 227
 FL0221  PID         -  FL0221
 FL0221  STATE/COUNTY-  TX/WHEELER
 FL0221  USGS QUAD   -  WHEELER SE (1976)
 FL0221
 FL0221                         *CURRENT SURVEY CONTROL
 FL0221  ___________________________________________________________________
 FL0221* NAD 83(1986)-  35 20 50.     (N)    100 20 48.     (W)     SCALED    
 FL0221* NAVD 88     -       713.494  (meters)    2340.85   (feet)  ADJUSTED  
 FL0221  ___________________________________________________________________
 FL0221  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL0221  DYNAMIC HT  -         712.745 (meters)    2338.40  (feet)  COMP
 FL0221  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 FL0221
 FL0221  VERT ORDER  -  SECOND    CLASS 0
 FL0221
 FL0221.The horizontal coordinates were scaled from a topographic map and have
 FL0221.an estimated accuracy of +/- 6 seconds.
 FL0221
 FL0221.The orthometric height was determined by differential leveling
 FL0221.and adjusted by the National Geodetic Survey in June 1991..
 FL0221
 FL0221.The geoid height was determined by GEOID03.
 FL0221
 FL0221.The dynamic height is computed by dividing the NAVD 88
 FL0221.geopotential number by the normal gravity value computed on the
 FL0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0221.degrees latitude (g = 980.6199 gals.).
 FL0221
 FL0221.The modeled gravity was interpolated from observed gravity values.
 FL0221
 FL0221;                    North         East    Units  Estimated Accuracy
 FL0221;SPC TX N     - 1,150,070.      304,830.      MT  (+/- 180 meters Scaled)
 FL0221
 FL0221                          SUPERSEDED SURVEY CONTROL
 FL0221
 FL0221  NGVD 29 (??/??/92)  713.166  (m)         2339.78   (f) ADJ UNCH    2 0
 FL0221
 FL0221.Superseded values are not recommended for survey control.
 FL0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0221.See file dsdata.txt to determine how the superseded data were derived.
 FL0221
 FL0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE776123(NAD 83)
 FL0221_MARKER: DB = BENCH MARK DISK
 FL0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0221_STAMPING: C-227 1934
 FL0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0221+STABILITY: SURFACE MOTION
 FL0221
 FL0221  HISTORY     - Date     Condition        Report By
 FL0221  HISTORY     - 1934     MONUMENTED       CGS
 FL0221  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL0221
 FL0221                          STATION DESCRIPTION
 FL0221
 FL0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0221'2.0 MI SE FROM MAGIC CITY.
 FL0221'2.0 MILES SE OF AND ALONG THE F.W. AND D.R.R. 0.2 MILE W OF A GROUP OF
 FL0221'SIX OIL RIGS.  175 FT. E OF MILE POST N-290.  13 YARDS N OF CENTER OF
 FL0221'TRACKS.
 FL0221
 FL0221                          STATION RECOVERY (1962)
 FL0221
 FL0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1132 ***********************************************************************
 FL1132  DESIGNATION -  C 228
 FL1132  PID         -  FL1132
 FL1132  STATE/COUNTY-  TX/POTTER
 FL1132  USGS QUAD   -  CHUNKY (1969)
 FL1132
 FL1132                         *CURRENT SURVEY CONTROL
 FL1132  ___________________________________________________________________
 FL1132* NAD 83(1986)-  35 23 22.     (N)    101 49 58.     (W)     SCALED    
 FL1132* NAVD 88     -       988.585  (meters)    3243.38   (feet)  ADJUSTED  
 FL1132  ___________________________________________________________________
 FL1132  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1132  DYNAMIC HT  -         987.431 (meters)    3239.60  (feet)  COMP
 FL1132  MODELED GRAV-     979,433.3   (mgal)                       NAVD 88
 FL1132
 FL1132  VERT ORDER  -  SECOND    CLASS 0
 FL1132
 FL1132.The horizontal coordinates were scaled from a topographic map and have
 FL1132.an estimated accuracy of +/- 6 seconds.
 FL1132
 FL1132.The orthometric height was determined by differential leveling
 FL1132.and adjusted by the National Geodetic Survey in June 1991..
 FL1132
 FL1132.The geoid height was determined by GEOID03.
 FL1132
 FL1132.The dynamic height is computed by dividing the NAVD 88
 FL1132.geopotential number by the normal gravity value computed on the
 FL1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1132.degrees latitude (g = 980.6199 gals.).
 FL1132
 FL1132.The modeled gravity was interpolated from observed gravity values.
 FL1132
 FL1132;                    North         East    Units  Estimated Accuracy
 FL1132;SPC TX N     - 1,154,190.      169,770.      MT  (+/- 180 meters Scaled)
 FL1132
 FL1132                          SUPERSEDED SURVEY CONTROL
 FL1132
 FL1132  NGVD 29 (??/??/92)  988.097  (m)         3241.78   (f) ADJ UNCH    2 0
 FL1132
 FL1132.Superseded values are not recommended for survey control.
 FL1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1132.See file dsdata.txt to determine how the superseded data were derived.
 FL1132
 FL1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE427199(NAD 83)
 FL1132_MARKER: DB = BENCH MARK DISK
 FL1132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1132_SP_SET: ABUTMENT
 FL1132_STAMPING: C-228 1934
 FL1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1132
 FL1132  HISTORY     - Date     Condition        Report By
 FL1132  HISTORY     - 1934     MONUMENTED       CGS
 FL1132
 FL1132                          STATION DESCRIPTION
 FL1132
 FL1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1132'15.1 MI N FROM AMARILLO.
 FL1132'15.1 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1132'AMARILLO, POTTER COUNTY, AT THE NORTHWEST END OF BRIDGE 13 D OVER U.S.
 FL1132'HIGHWAY 87, IN THE TOP OF THE CONCRETE ABUTMENT, AND 10 FEET SOUTHWEST
 FL1132'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED C 228 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1381 ***********************************************************************
 FL1381  DESIGNATION -  C 229
 FL1381  PID         -  FL1381
 FL1381  STATE/COUNTY-  TX/HUTCHINSON
 FL1381  USGS QUAD   -  CAMP CREEK (1974)
 FL1381
 FL1381                         *CURRENT SURVEY CONTROL
 FL1381  ___________________________________________________________________
 FL1381* NAD 83(1986)-  35 50 07.     (N)    101 31 01.     (W)     SCALED    
 FL1381* NAVD 88     -       970.790  (meters)    3185.00   (feet)  ADJUSTED  
 FL1381  ___________________________________________________________________
 FL1381  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 FL1381  DYNAMIC HT  -         969.691 (meters)    3181.39  (feet)  COMP
 FL1381  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 FL1381
 FL1381  VERT ORDER  -  SECOND    CLASS 0
 FL1381
 FL1381.The horizontal coordinates were scaled from a topographic map and have
 FL1381.an estimated accuracy of +/- 6 seconds.
 FL1381
 FL1381.The orthometric height was determined by differential leveling
 FL1381.and adjusted by the National Geodetic Survey in June 1991..
 FL1381
 FL1381.The geoid height was determined by GEOID03.
 FL1381
 FL1381.The dynamic height is computed by dividing the NAVD 88
 FL1381.geopotential number by the normal gravity value computed on the
 FL1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1381.degrees latitude (g = 980.6199 gals.).
 FL1381
 FL1381.The modeled gravity was interpolated from observed gravity values.
 FL1381
 FL1381;                    North         East    Units  Estimated Accuracy
 FL1381;SPC TX N     - 1,203,600.      198,470.      MT  (+/- 180 meters Scaled)
 FL1381
 FL1381                          SUPERSEDED SURVEY CONTROL
 FL1381
 FL1381  NGVD 29 (??/??/92)  970.312  (m)         3183.43   (f) ADJ UNCH    2 0
 FL1381
 FL1381.Superseded values are not recommended for survey control.
 FL1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1381.See file dsdata.txt to determine how the superseded data were derived.
 FL1381
 FL1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE726686(NAD 83)
 FL1381_MARKER: DB = BENCH MARK DISK
 FL1381_SETTING: 66 = SET IN ROCK OUTCROP
 FL1381_SP_SET: OUTCROP
 FL1381_STAMPING: C 229 1934
 FL1381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1381+STABILITY: POSITION/ELEVATION WELL
 FL1381
 FL1381  HISTORY     - Date     Condition        Report By
 FL1381  HISTORY     - 1934     MONUMENTED       CGS
 FL1381  HISTORY     - 1974     GOOD             USGS
 FL1381
 FL1381                          STATION DESCRIPTION
 FL1381
 FL1381'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FL1381'6.85 MI W FROM STINNETT.
 FL1381'4.9 MI. W. ALONG DUMAS-STINNETT HIGHWAY 4.2 MI. W. ALONG TEXAS HWY.
 FL1381'152 FROM THE COURTHOUSE IN STINNETT, HUTCHINSON COUNTY, AND 2.65 MI.
 FL1381'W. ALONG TEXAS HWY. 152 AND JCT. WITH FARM ROAD 687, TO THE FIRST RD.
 FL1381'AND CATTLE GUARD N. TO OIL FIELD AFTER X-ING THE HWY. BRIDGE OVER BIG
 FL1381'CREEK, 1950 FT. ALONG OIL FIELD RD. NNW, 276 FT. S. OF RD. AT FE. AND
 FL1381'52 FT. E. OF RD. IN TOP OF LIMESTONE OUTCROP AND ABOUT 38 YARDS SE OF
 FL1381'NW END.  A STANDARD DISK, STAMPED C 229 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0880 ***********************************************************************
 FL0880  DESIGNATION -  C 230
 FL0880  PID         -  FL0880
 FL0880  STATE/COUNTY-  TX/CARSON
 FL0880  USGS QUAD   -  CLAUDE NE (1983)
 FL0880
 FL0880                         *CURRENT SURVEY CONTROL
 FL0880  ___________________________________________________________________
 FL0880* NAD 83(1986)-  35 12 26.     (N)    101 20 43.     (W)     SCALED    
 FL0880* NAVD 88     -      1045.579  (meters)    3430.37   (feet)  ADJUSTED  
 FL0880  ___________________________________________________________________
 FL0880  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0880  DYNAMIC HT  -        1044.348 (meters)    3426.33  (feet)  COMP
 FL0880  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 FL0880
 FL0880  VERT ORDER  -  FIRST     CLASS II
 FL0880
 FL0880.The horizontal coordinates were scaled from a topographic map and have
 FL0880.an estimated accuracy of +/- 6 seconds.
 FL0880
 FL0880.The orthometric height was determined by differential leveling
 FL0880.and adjusted by the National Geodetic Survey in June 1991..
 FL0880
 FL0880.The geoid height was determined by GEOID03.
 FL0880
 FL0880.The dynamic height is computed by dividing the NAVD 88
 FL0880.geopotential number by the normal gravity value computed on the
 FL0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0880.degrees latitude (g = 980.6199 gals.).
 FL0880
 FL0880.The modeled gravity was interpolated from observed gravity values.
 FL0880
 FL0880;                    North         East    Units  Estimated Accuracy
 FL0880;SPC TX N     - 1,133,940.      214,090.      MT  (+/- 180 meters Scaled)
 FL0880
 FL0880                          SUPERSEDED SURVEY CONTROL
 FL0880
 FL0880  NGVD 29 (??/??/92) 1045.097  (m)         3428.79   (f) ADJ UNCH    1 2
 FL0880
 FL0880.Superseded values are not recommended for survey control.
 FL0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0880.See file dsdata.txt to determine how the superseded data were derived.
 FL0880
 FL0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD865985(NAD 83)
 FL0880_MARKER: DB = BENCH MARK DISK
 FL0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0880_SP_SET: PARAPET WALL
 FL0880_STAMPING: C 230 1934
 FL0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0880
 FL0880  HISTORY     - Date     Condition        Report By
 FL0880  HISTORY     - 1934     MONUMENTED       CGS
 FL0880  HISTORY     - 1968     MARK NOT FOUND   NGS
 FL0880  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0880
 FL0880                          STATION DESCRIPTION
 FL0880
 FL0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 FL0880'1.9 MI E FROM CONWAY.
 FL0880'1.9 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0880'CONWAY, CARSON COUNTY, OPPOSITE BRIDGE 733.0, AT A CULVERT UNDER U.S.
 FL0880'HIGHWAY 66, IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE PARAPET
 FL0880'WALL, AND 15 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 FL0880'DISK, STAMPED C 230 1934.  NOTE-- THE CULVERT HAS BEEN WIDENED DURING
 FL0880'ROAD IMPROVEMENTS ALONG U.S. HIGHWAY 66, THE MARK MAY BE UNDER THE
 FL0880'ROAD BED OR WAS DESTROYED DURING ROAD CONSTRUCTION.
 FL0880
 FL0880                          STATION RECOVERY (1984)
 FL0880
 FL0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0880'THERE IS A NEW HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0744 ***********************************************************************
 DN0744  DESIGNATION -  C 231
 DN0744  PID         -  DN0744
 DN0744  STATE/COUNTY-  TX/WISE
 DN0744  USGS QUAD   -  SMYRNA (1978)
 DN0744
 DN0744                         *CURRENT SURVEY CONTROL
 DN0744  ___________________________________________________________________
 DN0744* NAD 83(1986)-  33 24 37.     (N)    097 44 19.     (W)     SCALED    
 DN0744* NAVD 88     -       276.743  (meters)     907.95   (feet)  ADJUSTED  
 DN0744  ___________________________________________________________________
 DN0744  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DN0744  DYNAMIC HT  -         276.436 (meters)     906.94  (feet)  COMP
 DN0744  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 DN0744
 DN0744  VERT ORDER  -  FIRST     CLASS II
 DN0744
 DN0744.The horizontal coordinates were scaled from a topographic map and have
 DN0744.an estimated accuracy of +/- 6 seconds.
 DN0744
 DN0744.The orthometric height was determined by differential leveling
 DN0744.and adjusted by the National Geodetic Survey in June 1991..
 DN0744
 DN0744.The geoid height was determined by GEOID03.
 DN0744
 DN0744.The dynamic height is computed by dividing the NAVD 88
 DN0744.geopotential number by the normal gravity value computed on the
 DN0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0744.degrees latitude (g = 980.6199 gals.).
 DN0744
 DN0744.The modeled gravity was interpolated from observed gravity values.
 DN0744
 DN0744;                    North         East    Units  Estimated Accuracy
 DN0744;SPC TXNC     - 2,193,610.      670,820.      MT  (+/- 180 meters Scaled)
 DN0744
 DN0744                          SUPERSEDED SURVEY CONTROL
 DN0744
 DN0744  NGVD 29 (??/??/92)  276.657  (m)          907.67   (f) ADJ UNCH    1 2
 DN0744
 DN0744.Superseded values are not recommended for survey control.
 DN0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0744.See file dsdata.txt to determine how the superseded data were derived.
 DN0744
 DN0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB172974(NAD 83)
 DN0744_MARKER: DB = BENCH MARK DISK
 DN0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0744_STAMPING: C 231 1952
 DN0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0744+STABILITY: SURFACE MOTION
 DN0744
 DN0744  HISTORY     - Date     Condition        Report By
 DN0744  HISTORY     - 1952     MONUMENTED       CGS
 DN0744  HISTORY     - 1961     MARK NOT FOUND   USGS
 DN0744  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0744
 DN0744                          STATION DESCRIPTION
 DN0744
 DN0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0744'3.5 MI SE FROM SUNSET.
 DN0744'3.5 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0744'THE STATION AT SUNSET, 5 POLES NORTHWEST OF CULVERT 56-00, 46.7 FEET
 DN0744'SOUTHWEST OF THE SOUTHWEST RAIL, 51 FEET NORTHEAST OF THE CENTER LINE
 DN0744'OF U.S. HIGHWAY 81, 11.8 FEET SOUTH OF A TELEGRAPH POLE, 2.5 FEET
 DN0744'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0744'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 DN0744
 DN0744                          STATION RECOVERY (1961)
 DN0744
 DN0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DN0744'MARK NOT FOUND.
 DN0744
 DN0744                          STATION RECOVERY (1984)
 DN0744
 DN0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0744'THERE HAS BEEN GRADING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0818 ***********************************************************************
 DN0818  DESIGNATION -  C 232
 DN0818  PID         -  DN0818
 DN0818  STATE/COUNTY-  TX/MONTAGUE
 DN0818  USGS QUAD   -  STONEBURG (1976)
 DN0818
 DN0818                         *CURRENT SURVEY CONTROL
 DN0818  ___________________________________________________________________
 DN0818* NAD 83(1986)-  33 40 36.     (N)    097 54 25.     (W)     SCALED    
 DN0818* NAVD 88     -       286.006  (meters)     938.34   (feet)  POSTED    
 DN0818  ___________________________________________________________________
 DN0818  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0818  DYNAMIC HT  -         285.690 (meters)     937.30  (feet)  COMP
 DN0818  MODELED GRAV-     979,534.5   (mgal)                       NAVD 88
 DN0818
 DN0818  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DN0818
 DN0818.The horizontal coordinates were scaled from a topographic map and have
 DN0818.an estimated accuracy of +/- 6 seconds.
 DN0818
 DN0818.The orthometric height was determined by differential leveling
 DN0818.and adjusted by the National Geodetic Survey in 1992..
 DN0818.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DN0818.rate of 0.0 thru 1.0 mm/km.
 DN0818
 DN0818.The geoid height was determined by GEOID03.
 DN0818
 DN0818.The dynamic height is computed by dividing the NAVD 88
 DN0818.geopotential number by the normal gravity value computed on the
 DN0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0818.degrees latitude (g = 980.6199 gals.).
 DN0818
 DN0818.The modeled gravity was interpolated from observed gravity values.
 DN0818
 DN0818;                    North         East    Units  Estimated Accuracy
 DN0818;SPC TXNC     - 2,223,050.      654,990.      MT  (+/- 180 meters Scaled)
 DN0818
 DN0818                          SUPERSEDED SURVEY CONTROL
 DN0818
 DN0818  NGVD 29 (??/??/92)  285.900  (m)          937.99   (f) ADJ UNCH    1 2
 DN0818
 DN0818.Superseded values are not recommended for survey control.
 DN0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0818.See file dsdata.txt to determine how the superseded data were derived.
 DN0818
 DN0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC013268(NAD 83)
 DN0818_MARKER: DB = BENCH MARK DISK
 DN0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0818_STAMPING: C 232 1952
 DN0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0818+STABILITY: SURFACE MOTION
 DN0818
 DN0818  HISTORY     - Date     Condition        Report By
 DN0818  HISTORY     - 1952     MONUMENTED       CGS
 DN0818  HISTORY     - 1984     GOOD             NGS
 DN0818  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0818
 DN0818                          STATION DESCRIPTION
 DN0818
 DN0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0818'8.8 MI N FROM BOWIE.
 DN0818'8.8 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0818'FROM THE STATION AT BOWIE, 0.4 MILE NORTH OF THE WATER TANK AT
 DN0818'STONEBURG, 90 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 DN0818'58 FEET NORTH OF THE CENTER OF A CATTLE GUARD, 44 FEET WEST OF THE
 DN0818'WEST RAIL, 7 FEET WEST OF MILEPOST 535, 3 FEET EAST OF A FENCE, 2.3
 DN0818'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0818'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0818
 DN0818                          STATION RECOVERY (1984)
 DN0818
 DN0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0818'RECOVERED IN GOOD CONDITION.
 DN0818
 DN0818                          STATION RECOVERY (1986)
 DN0818
 DN0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0492 ***********************************************************************
 DN0492  DESIGNATION -  C 233
 DN0492  PID         -  DN0492
 DN0492  STATE/COUNTY-  TX/GRAYSON
 DN0492  USGS QUAD   -  DORCHESTER (1974)
 DN0492
 DN0492                         *CURRENT SURVEY CONTROL
 DN0492  ___________________________________________________________________
 DN0492* NAD 83(1986)-  33 31 48.     (N)    096 41 15.     (W)     SCALED    
 DN0492* NAVD 88     -       264.345  (meters)     867.27   (feet)  ADJUSTED  
 DN0492  ___________________________________________________________________
 DN0492  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN0492  DYNAMIC HT  -         264.064 (meters)     866.35  (feet)  COMP
 DN0492  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DN0492
 DN0492  VERT ORDER  -  SECOND    CLASS 0
 DN0492
 DN0492.The horizontal coordinates were scaled from a topographic map and have
 DN0492.an estimated accuracy of +/- 6 seconds.
 DN0492
 DN0492.The orthometric height was determined by differential leveling
 DN0492.and adjusted by the National Geodetic Survey in June 1991..
 DN0492
 DN0492.The geoid height was determined by GEOID03.
 DN0492
 DN0492.The dynamic height is computed by dividing the NAVD 88
 DN0492.geopotential number by the normal gravity value computed on the
 DN0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0492.degrees latitude (g = 980.6199 gals.).
 DN0492
 DN0492.The modeled gravity was interpolated from observed gravity values.
 DN0492
 DN0492;                    North         East    Units  Estimated Accuracy
 DN0492;SPC TXNC     - 2,208,080.      768,340.      MT  (+/- 180 meters Scaled)
 DN0492
 DN0492                          SUPERSEDED SURVEY CONTROL
 DN0492
 DN0492  NGVD 29 (??/??/92)  264.327  (m)          867.21   (f) ADJ UNCH    2 0
 DN0492
 DN0492.Superseded values are not recommended for survey control.
 DN0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0492.See file dsdata.txt to determine how the superseded data were derived.
 DN0492
 DN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC147124(NAD 83)
 DN0492_MARKER: DB = BENCH MARK DISK
 DN0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0492_STAMPING: C 233 1952
 DN0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0492+STABILITY: SURFACE MOTION
 DN0492
 DN0492  HISTORY     - Date     Condition        Report By
 DN0492  HISTORY     - 1952     MONUMENTED       CGS
 DN0492  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0492
 DN0492                          STATION DESCRIPTION
 DN0492
 DN0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0492'IN DORCHESTER.
 DN0492'AT DORCHESTER, 249 FEET NORTHEAST OF THE STATION SIGN OF THE ST.
 DN0492'LOUIS, SAN FRANCISCO AND TEXAS RAILROAD, 1 1/2 POLES NORTHEAST OF
 DN0492'MILEPOST 657-20, 8 RAILS SOUTHWEST OF THE NORTHEAST END OF A SIDE
 DN0492'TRACK, 49 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 3
 DN0492'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DN0492'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 DN0492
 DN0492                          STATION RECOVERY (1995)
 DN0492
 DN0492'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0414 ***********************************************************************
 FM0414  DESIGNATION -  C 234
 FM0414  PID         -  FM0414
 FM0414  STATE/COUNTY-  TX/HARTLEY
 FM0414  USGS QUAD   -  ROMERO (1971)
 FM0414
 FM0414                         *CURRENT SURVEY CONTROL
 FM0414  ___________________________________________________________________
 FM0414* NAD 83(1986)-  35 41 18.     (N)    102 59 24.     (W)     SCALED    
 FM0414* NAVD 88     -      1283.088  (meters)    4209.60   (feet)  ADJUSTED  
 FM0414  ___________________________________________________________________
 FM0414  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FM0414  DYNAMIC HT  -        1281.571 (meters)    4204.62  (feet)  COMP
 FM0414  MODELED GRAV-     979,405.6   (mgal)                       NAVD 88
 FM0414
 FM0414  VERT ORDER  -  FIRST     CLASS II
 FM0414
 FM0414.The horizontal coordinates were scaled from a topographic map and have
 FM0414.an estimated accuracy of +/- 6 seconds.
 FM0414
 FM0414.The orthometric height was determined by differential leveling
 FM0414.and adjusted by the National Geodetic Survey in June 1991..
 FM0414
 FM0414.The geoid height was determined by GEOID03.
 FM0414
 FM0414.The dynamic height is computed by dividing the NAVD 88
 FM0414.geopotential number by the normal gravity value computed on the
 FM0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0414.degrees latitude (g = 980.6199 gals.).
 FM0414
 FM0414.The modeled gravity was interpolated from observed gravity values.
 FM0414
 FM0414;                    North         East    Units  Estimated Accuracy
 FM0414;SPC TX N     - 1,188,320.       65,150.      MT  (+/- 180 meters Scaled)
 FM0414
 FM0414                          SUPERSEDED SURVEY CONTROL
 FM0414
 FM0414  NGVD 29 (??/??/92) 1282.509  (m)         4207.70   (f) ADJ UNCH    1 2
 FM0414
 FM0414.Superseded values are not recommended for survey control.
 FM0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0414.See file dsdata.txt to determine how the superseded data were derived.
 FM0414
 FM0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV818512(NAD 83)
 FM0414_MARKER: DB = BENCH MARK DISK
 FM0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0414_STAMPING: C-234 1933
 FM0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0414+STABILITY: SURFACE MOTION
 FM0414
 FM0414  HISTORY     - Date     Condition        Report By
 FM0414  HISTORY     - 1933     MONUMENTED       CGS
 FM0414  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0414
 FM0414                          STATION DESCRIPTION
 FM0414
 FM0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0414'4.3 MI SW FROM ROMERO.
 FM0414'4.3 MILES SOUTH WEST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. 20
 FM0414'POLES SOUTH WEST OF MILE POLE NO. 582.  SET IN POST, 150 FEET SOUTH
 FM0414'EAST OF THE CENTER LINE OF THE TRACKS AND 2 FEET NORTH WEST OF THE
 FM0414'RIGHT-OF-WAY FENCE.  NOTE-- RIGHT OF WAY FENCE GONE.
 FM0414
 FM0414                          STATION RECOVERY (1971)
 FM0414
 FM0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0024 ***********************************************************************
 FM0024  DESIGNATION -  C 236
 FM0024  PID         -  FM0024
 FM0024  STATE/COUNTY-  TX/HARTLEY
 FM0024  USGS QUAD   -  CHANNING (1971)
 FM0024
 FM0024                         *CURRENT SURVEY CONTROL
 FM0024  ___________________________________________________________________
 FM0024* NAD 83(1986)-  35 37 41.     (N)    102 20 34.     (W)     SCALED    
 FM0024* NAVD 88     -      1100.008  (meters)    3608.94   (feet)  POSTED    
 FM0024  ___________________________________________________________________
 FM0024  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 FM0024  DYNAMIC HT  -        1098.720 (meters)    3604.72  (feet)  COMP
 FM0024  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 FM0024
 FM0024  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FM0024
 FM0024.The horizontal coordinates were scaled from a topographic map and have
 FM0024.an estimated accuracy of +/- 6 seconds.
 FM0024
 FM0024.The orthometric height was determined by differential leveling
 FM0024.and adjusted by the National Geodetic Survey in 1992..
 FM0024.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FM0024.rate of 1.1 thru 2.0 mm/km.
 FM0024
 FM0024.The geoid height was determined by GEOID03.
 FM0024
 FM0024.The dynamic height is computed by dividing the NAVD 88
 FM0024.geopotential number by the normal gravity value computed on the
 FM0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0024.degrees latitude (g = 980.6199 gals.).
 FM0024
 FM0024.The modeled gravity was interpolated from observed gravity values.
 FM0024
 FM0024;                    North         East    Units  Estimated Accuracy
 FM0024;SPC TX N     - 1,180,940.      123,660.      MT  (+/- 180 meters Scaled)
 FM0024
 FM0024                          SUPERSEDED SURVEY CONTROL
 FM0024
 FM0024  NGVD 29 (??/??/92) 1099.481  (m)         3607.21   (f) ADJ UNCH    1 2
 FM0024
 FM0024.Superseded values are not recommended for survey control.
 FM0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0024.See file dsdata.txt to determine how the superseded data were derived.
 FM0024
 FM0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV406459(NAD 83)
 FM0024_MARKER: DB = BENCH MARK DISK
 FM0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0024_SP_SET: ABUTMENT
 FM0024_STAMPING: C-236 1933
 FM0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0024
 FM0024  HISTORY     - Date     Condition        Report By
 FM0024  HISTORY     - 1933     MONUMENTED       CGS
 FM0024  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0024
 FM0024                          STATION DESCRIPTION
 FM0024
 FM0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0024'4.4 MI SE FROM CHANNING.
 FM0024'4.4 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0024'CITY RAILROAD.  AT BRIDGE NO. 384 -15.  4 1/2 POLES NORTH OF MILE POLE
 FM0024'NO. 384.  SET IN CONCRETE ABUTMENT, EAST SIDE OF WEST END OF BRIDGE. 9
 FM0024'FEET EAST OF THE CENTERLINE OF THE TRACKS.
 FM0024
 FM0024                          STATION RECOVERY (1985)
 FM0024
 FM0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0024'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1080 ***********************************************************************
 FL1080  DESIGNATION -  C 237
 FL1080  PID         -  FL1080
 FL1080  STATE/COUNTY-  TX/POTTER
 FL1080  USGS QUAD   -  CLIFFSIDE (1973)
 FL1080
 FL1080                         *CURRENT SURVEY CONTROL
 FL1080  ___________________________________________________________________
 FL1080* NAD 83(1986)-  35 16 14.     (N)    101 55 20.     (W)     SCALED    
 FL1080* NAVD 88     -      1033.776  (meters)    3391.65   (feet)  ADJUSTED  
 FL1080  ___________________________________________________________________
 FL1080  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1080  DYNAMIC HT  -        1032.557 (meters)    3387.65  (feet)  COMP
 FL1080  MODELED GRAV-     979,420.3   (mgal)                       NAVD 88
 FL1080
 FL1080  VERT ORDER  -  FIRST     CLASS II
 FL1080
 FL1080.The horizontal coordinates were scaled from a topographic map and have
 FL1080.an estimated accuracy of +/- 6 seconds.
 FL1080
 FL1080.The orthometric height was determined by differential leveling
 FL1080.and adjusted by the National Geodetic Survey in June 1991..
 FL1080
 FL1080.The geoid height was determined by GEOID03.
 FL1080
 FL1080.The dynamic height is computed by dividing the NAVD 88
 FL1080.geopotential number by the normal gravity value computed on the
 FL1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1080.degrees latitude (g = 980.6199 gals.).
 FL1080
 FL1080.The modeled gravity was interpolated from observed gravity values.
 FL1080
 FL1080;                    North         East    Units  Estimated Accuracy
 FL1080;SPC TX N     - 1,141,030.      161,590.      MT  (+/- 180 meters Scaled)
 FL1080
 FL1080                          SUPERSEDED SURVEY CONTROL
 FL1080
 FL1080  NGVD 29 (??/??/92) 1033.288  (m)         3390.05   (f) ADJ UNCH    1 2
 FL1080
 FL1080.Superseded values are not recommended for survey control.
 FL1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1080.See file dsdata.txt to determine how the superseded data were derived.
 FL1080
 FL1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE341069(NAD 83)
 FL1080_MARKER: DB = BENCH MARK DISK
 FL1080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1080_SP_SET: ABUTMENT
 FL1080_STAMPING: C-237 1933
 FL1080_MARK LOGO: CGS   
 FL1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1080
 FL1080  HISTORY     - Date     Condition        Report By
 FL1080  HISTORY     - 1933     MONUMENTED       CGS
 FL1080  HISTORY     - 1935     GOOD             NGS
 FL1080  HISTORY     - 1985     GOOD             NGS
 FL1080
 FL1080                          STATION DESCRIPTION
 FL1080
 FL1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FL1080'4.5 MI SE FROM GENTRY.
 FL1080'4.5 MILES SOUTHEAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FL1080'CITY RAILROAD.  AT 120 FOOT 3 SPAN STEEL BRIDGE WITH CONCRETE PIERS,
 FL1080'NO. 342-35.  14 POLES NORTH WEST OF CLIFF SIDE STATION AND 220 FEET
 FL1080'SOUTH EAST OF WATER TANK.  SET IN NORTH EAST END OF THE NORTH WEST
 FL1080'ABUTMENT.  10 FEET NORTH EAST OF THE CENTERLINE OF THE TRACKS.
 FL1080
 FL1080                          STATION RECOVERY (1935)
 FL1080
 FL1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FL1080'RECOVERED IN GOOD CONDITION.
 FL1080
 FL1080                          STATION RECOVERY (1985)
 FL1080
 FL1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1080'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. 5.3 KM (3.3
 FL1080'MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION WITH U.S.
 FL1080'HIGHWAY 66 IN AMARILLO, THENCE 3.8 KM (2.35 MI) NORTH AND EAST ALONG A
 FL1080'PAVED ROAD, THENCE 0.9 KM (0.55 MI) NORTHWEST ALONG THE BURLINGTON
 FL1080'NORTHERN RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE
 FL1080'NORTHEAST END OF THE NORTHWEST ABUTMENT OF A RAILROAD BRIDGE SPANNING
 FL1080'WEST AMARILLO CREEK, AND 3.0 M (9.8 FT) NORTHEAST OF THE NEAR RAIL.
 FL1080'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0806 ***********************************************************************
 BZ0806  DESIGNATION -  C 239
 BZ0806  PID         -  BZ0806
 BZ0806  STATE/COUNTY-  TX/BELL
 BZ0806  USGS QUAD   -  TEMPLE (1993)
 BZ0806
 BZ0806                         *CURRENT SURVEY CONTROL
 BZ0806  ___________________________________________________________________
 BZ0806* NAD 83(1986)-  31 06 29.     (N)    097 22 04.     (W)     SCALED    
 BZ0806* NAVD 88     -       210.628  (meters)     691.04   (feet)  ADJUSTED  
 BZ0806  ___________________________________________________________________
 BZ0806  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ0806  DYNAMIC HT  -         210.350 (meters)     690.12  (feet)  COMP
 BZ0806  MODELED GRAV-     979,317.9   (mgal)                       NAVD 88
 BZ0806
 BZ0806  VERT ORDER  -  FIRST     CLASS II
 BZ0806
 BZ0806.The horizontal coordinates were scaled from a topographic map and have
 BZ0806.an estimated accuracy of +/- 6 seconds.
 BZ0806
 BZ0806.The orthometric height was determined by differential leveling
 BZ0806.and adjusted by the National Geodetic Survey in June 1991..
 BZ0806
 BZ0806.The geoid height was determined by GEOID03.
 BZ0806
 BZ0806.The dynamic height is computed by dividing the NAVD 88
 BZ0806.geopotential number by the normal gravity value computed on the
 BZ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0806.degrees latitude (g = 980.6199 gals.).
 BZ0806
 BZ0806.The modeled gravity was interpolated from observed gravity values.
 BZ0806
 BZ0806;                    North         East    Units  Estimated Accuracy
 BZ0806;SPC TX C     - 3,163,560.      982,840.      MT  (+/- 180 meters Scaled)
 BZ0806
 BZ0806                          SUPERSEDED SURVEY CONTROL
 BZ0806
 BZ0806  NGVD 29 (??/??/92)  210.558  (m)          690.81   (f) ADJ UNCH    1 2
 BZ0806
 BZ0806.Superseded values are not recommended for survey control.
 BZ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0806.See file dsdata.txt to determine how the superseded data were derived.
 BZ0806
 BZ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV556427(NAD 83)
 BZ0806_MARKER: DB = BENCH MARK DISK
 BZ0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0806_STAMPING: C 239 1953
 BZ0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0806+STABILITY: SURFACE MOTION
 BZ0806
 BZ0806  HISTORY     - Date     Condition        Report By
 BZ0806  HISTORY     - 1953     MONUMENTED       CGS
 BZ0806  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0806  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0806  HISTORY     - 19950716 MARK NOT FOUND   USPSQD
 BZ0806  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0806  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0806
 BZ0806                          STATION DESCRIPTION
 BZ0806
 BZ0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0806'1.8 MI NW FROM TEMPLE.
 BZ0806'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT
 BZ0806'TEMPLE, BELL COUNTY, 130 FEET SOUTHEAST OF THE EAST CORNER OF A GULF
 BZ0806'SERVICE STATION, 48 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BZ0806'10 FEET SOUTHEAST OF A POWER-TRANSMISSION LINE POLE, AND 3 FEET
 BZ0806'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 BZ0806'CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 BZ0806
 BZ0806                          STATION RECOVERY (1980)
 BZ0806
 BZ0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0806'SEARCHED FOR, NOT RECOVERED.
 BZ0806
 BZ0806                          STATION RECOVERY (1983)
 BZ0806
 BZ0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0806'MARK NOT FOUND.
 BZ0806
 BZ0806                          STATION RECOVERY (1995)
 BZ0806
 BZ0806'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0806'MARK NOT FOUND.
 BZ0806
 BZ0806                          STATION RECOVERY (2001)
 BZ0806
 BZ0806'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ0806'MARK NOT FOUND.
 BZ0806
 BZ0806                          STATION RECOVERY (2003)
 BZ0806
 BZ0806'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0828 ***********************************************************************
 BZ0828  DESIGNATION -  C 240
 BZ0828  PID         -  BZ0828
 BZ0828  STATE/COUNTY-  TX/BELL
 BZ0828  USGS QUAD   -  BELTON (1993)
 BZ0828
 BZ0828                         *CURRENT SURVEY CONTROL
 BZ0828  ___________________________________________________________________
 BZ0828* NAD 83(1986)-  31 03 15.     (N)    097 27 51.     (W)     SCALED    
 BZ0828* NAVD 88     -       159.409  (meters)     522.99   (feet)  ADJUSTED  
 BZ0828  ___________________________________________________________________
 BZ0828  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BZ0828  DYNAMIC HT  -         159.198 (meters)     522.30  (feet)  COMP
 BZ0828  MODELED GRAV-     979,312.9   (mgal)                       NAVD 88
 BZ0828
 BZ0828  VERT ORDER  -  FIRST     CLASS II
 BZ0828
 BZ0828.The horizontal coordinates were scaled from a topographic map and have
 BZ0828.an estimated accuracy of +/- 6 seconds.
 BZ0828
 BZ0828.The orthometric height was determined by differential leveling
 BZ0828.and adjusted by the National Geodetic Survey in June 1991..
 BZ0828
 BZ0828.The geoid height was determined by GEOID03.
 BZ0828
 BZ0828.The dynamic height is computed by dividing the NAVD 88
 BZ0828.geopotential number by the normal gravity value computed on the
 BZ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0828.degrees latitude (g = 980.6199 gals.).
 BZ0828
 BZ0828.The modeled gravity was interpolated from observed gravity values.
 BZ0828
 BZ0828;                    North         East    Units  Estimated Accuracy
 BZ0828;SPC TX C     - 3,157,340.      973,800.      MT  (+/- 180 meters Scaled)
 BZ0828
 BZ0828                          SUPERSEDED SURVEY CONTROL
 BZ0828
 BZ0828  NGVD 29 (??/??/92)  159.344  (m)          522.78   (f) ADJ UNCH    1 2
 BZ0828
 BZ0828.Superseded values are not recommended for survey control.
 BZ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0828.See file dsdata.txt to determine how the superseded data were derived.
 BZ0828
 BZ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV465366(NAD 83)
 BZ0828_MARKER: DB = BENCH MARK DISK
 BZ0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0828_SP_SET: ABUTMENT
 BZ0828_STAMPING: C 240 1953
 BZ0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0828
 BZ0828  HISTORY     - Date     Condition        Report By
 BZ0828  HISTORY     - 1953     MONUMENTED       CGS
 BZ0828  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0828  HISTORY     - 1983     GOOD             NGS
 BZ0828  HISTORY     - 19910126 GOOD             USPSQD
 BZ0828  HISTORY     - 19950715 GOOD             USPSQD
 BZ0828  HISTORY     - 20020112 MARK NOT FOUND   USPSQD
 BZ0828  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0828
 BZ0828                          STATION DESCRIPTION
 BZ0828
 BZ0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0828'0.2 MI S FROM BELTON.
 BZ0828'0.2 MILE SOUTH ALONG U. S. HIGHWAY 190 FROM THE POST OFFICE AT BELTON,
 BZ0828'BELL COUNTY, AT A CONCRETE BRIDGE OVER NOLAN CREEK, IN THE TOP OF THE
 BZ0828'EAST END OF THE SOUTH ABUTMENT, AND 17.4 FEET EAST OF THE CENTERLINE
 BZ0828'OF THE HIGHWAY.
 BZ0828
 BZ0828                          STATION RECOVERY (1965)
 BZ0828
 BZ0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0828'MARK NOT FOUND.
 BZ0828
 BZ0828                          STATION RECOVERY (1983)
 BZ0828
 BZ0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0828'RECOVERED IN GOOD CONDITION.
 BZ0828
 BZ0828                          STATION RECOVERY (1991)
 BZ0828
 BZ0828'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0828'RECOVERED IN GOOD CONDITION.
 BZ0828
 BZ0828                          STATION RECOVERY (1995)
 BZ0828
 BZ0828'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0828'RECOVERED IN GOOD CONDITION.
 BZ0828
 BZ0828                          STATION RECOVERY (2002)
 BZ0828
 BZ0828'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ0828'ORIGINAL BRIDGE WAS DESTROYED AND REPLACED WITH A LARGER ONE COMPLETED
 BZ0828'IN 1999.
 BZ0828
 BZ0828                          STATION RECOVERY (2003)
 BZ0828
 BZ0828'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0293 ***********************************************************************
 GL0293  DESIGNATION -  C 241
 GL0293  PID         -  GL0293
 GL0293  STATE/COUNTY-  TX/DALLAM
 GL0293  USGS QUAD   -  COLDWATER EAST (1973)
 GL0293
 GL0293                         *CURRENT SURVEY CONTROL
 GL0293  ___________________________________________________________________
 GL0293* NAD 83(1986)-  36 25 32.     (N)    102 32 27.     (W)     SCALED    
 GL0293* NAVD 88     -      1248.983  (meters)    4097.71   (feet)  ADJUSTED  
 GL0293  ___________________________________________________________________
 GL0293  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 GL0293  DYNAMIC HT  -        1247.580 (meters)    4093.10  (feet)  COMP
 GL0293  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 GL0293
 GL0293  VERT ORDER  -  FIRST     CLASS II
 GL0293
 GL0293.The horizontal coordinates were scaled from a topographic map and have
 GL0293.an estimated accuracy of +/- 6 seconds.
 GL0293
 GL0293.The orthometric height was determined by differential leveling
 GL0293.and adjusted by the National Geodetic Survey in June 1991..
 GL0293
 GL0293.The geoid height was determined by GEOID03.
 GL0293
 GL0293.The dynamic height is computed by dividing the NAVD 88
 GL0293.geopotential number by the normal gravity value computed on the
 GL0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0293.degrees latitude (g = 980.6199 gals.).
 GL0293
 GL0293.The modeled gravity was interpolated from observed gravity values.
 GL0293
 GL0293;                    North         East    Units  Estimated Accuracy
 GL0293;SPC TX N     - 1,269,590.      106,660.      MT  (+/- 180 meters Scaled)
 GL0293
 GL0293                          SUPERSEDED SURVEY CONTROL
 GL0293
 GL0293.No superseded survey control is available for this station.
 GL0293
 GL0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA204339(NAD 83)
 GL0293_MARKER: DB = BENCH MARK DISK
 GL0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0293_SP_SET: MONUMENT
 GL0293_STAMPING: C - 241 1933
 GL0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0293
 GL0293  HISTORY     - Date     Condition        Report By
 GL0293  HISTORY     - 1933     MONUMENTED       CGS
 GL0293  HISTORY     - 1934     GOOD             NGS
 GL0293  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0293  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0293
 GL0293                          STATION DESCRIPTION
 GL0293
 GL0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0293'24.3 MI S FROM BOISE CITY, OKLA.
 GL0293'24.3 MILES SOUTH BY HIGHWAY.  FROM COUNTY COURTHOUSE LOCATED ALONG THE
 GL0293'R. OF W. OF STATE HIGHWAY NO. 41.  72 FT. WEST OF THE CENTER LINE OF
 GL0293'HIGHWAY.  30 FT. NORTH OF CENTER OF EAST AND WEST SECTION LINE ROAD.
 GL0293'NOTE-- OLD TEXAS HIGHWAY 41 HAS BEEN WIDENED AND IS NOW US HIGHWAY
 GL0293'385.
 GL0293
 GL0293                          STATION RECOVERY (1973)
 GL0293
 GL0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0293'MARK NOT FOUND.
 GL0293
 GL0293                          STATION RECOVERY (1985)
 GL0293
 GL0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0293'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0262 ***********************************************************************
 GL0262  DESIGNATION -  C 242
 GL0262  PID         -  GL0262
 GL0262  STATE/COUNTY-  TX/DALLAM
 GL0262  USGS QUAD   -  CORLENA (1973)
 GL0262
 GL0262                         *CURRENT SURVEY CONTROL
 GL0262  ___________________________________________________________________
 GL0262* NAD 83(1986)-  36 17 18.     (N)    102 53 09.     (W)     SCALED    
 GL0262* NAVD 88     -      1340.281  (meters)    4397.24   (feet)  ADJUSTED  
 GL0262  ___________________________________________________________________
 GL0262  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 GL0262  DYNAMIC HT  -        1338.722 (meters)    4392.12  (feet)  COMP
 GL0262  MODELED GRAV-     979,422.5   (mgal)                       NAVD 88
 GL0262
 GL0262  VERT ORDER  -  FIRST     CLASS II
 GL0262
 GL0262.The horizontal coordinates were scaled from a topographic map and have
 GL0262.an estimated accuracy of +/- 6 seconds.
 GL0262
 GL0262.The orthometric height was determined by differential leveling
 GL0262.and adjusted by the National Geodetic Survey in June 1991..
 GL0262
 GL0262.The geoid height was determined by GEOID03.
 GL0262
 GL0262.The dynamic height is computed by dividing the NAVD 88
 GL0262.geopotential number by the normal gravity value computed on the
 GL0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0262.degrees latitude (g = 980.6199 gals.).
 GL0262
 GL0262.The modeled gravity was interpolated from observed gravity values.
 GL0262
 GL0262;                    North         East    Units  Estimated Accuracy
 GL0262;SPC TX N     - 1,254,750.       75,510.      MT  (+/- 180 meters Scaled)
 GL0262
 GL0262                          SUPERSEDED SURVEY CONTROL
 GL0262
 GL0262.No superseded survey control is available for this station.
 GL0262
 GL0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA898180(NAD 83)
 GL0262_MARKER: DB = BENCH MARK DISK
 GL0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0262_STAMPING: C 242 1934
 GL0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0262+STABILITY: SURFACE MOTION
 GL0262
 GL0262  HISTORY     - Date     Condition        Report By
 GL0262  HISTORY     - 1934     MONUMENTED       CGS
 GL0262  HISTORY     - 1955     GOOD             NGS
 GL0262  HISTORY     - 1956     GOOD             NGS
 GL0262
 GL0262                          STATION DESCRIPTION
 GL0262
 GL0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0262'1.4 MI NW FROM PERICO.
 GL0262'1.4 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0262'THE STATION SIGN AT PERICO, 192.5 FEET NORTHWEST OF MILEPOST 443, 106
 GL0262'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 87, 41.5 FEET
 GL0262'NORTHEAST OF THE NORTHEAST RAIL 1.5 FEET NORTHWEST OF A WITNESS POST,
 GL0262'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 GL0262'GROUND.
 GL0262
 GL0262                          STATION RECOVERY (1956)
 GL0262
 GL0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GL0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0440 ***********************************************************************
 EM0440  DESIGNATION -  C 243
 EM0440  PID         -  EM0440
 EM0440  STATE/COUNTY-  TX/HARDEMAN
 EM0440  USGS QUAD   -  QUANAH EAST (1984)
 EM0440
 EM0440                         *CURRENT SURVEY CONTROL
 EM0440  ___________________________________________________________________
 EM0440* NAD 83(1986)-  34 20 27.     (N)    099 44 07.     (W)     SCALED    
 EM0440* NAVD 88     -       451.974  (meters)    1482.85   (feet)  ADJUSTED  
 EM0440  ___________________________________________________________________
 EM0440  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 EM0440  DYNAMIC HT  -         451.466 (meters)    1481.18  (feet)  COMP
 EM0440  MODELED GRAV-     979,497.8   (mgal)                       NAVD 88
 EM0440
 EM0440  VERT ORDER  -  SECOND    CLASS 0
 EM0440
 EM0440.The horizontal coordinates were scaled from a topographic map and have
 EM0440.an estimated accuracy of +/- 6 seconds.
 EM0440
 EM0440.The orthometric height was determined by differential leveling
 EM0440.and adjusted by the National Geodetic Survey in June 1991..
 EM0440
 EM0440.The geoid height was determined by GEOID03.
 EM0440
 EM0440.The dynamic height is computed by dividing the NAVD 88
 EM0440.geopotential number by the normal gravity value computed on the
 EM0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0440.degrees latitude (g = 980.6199 gals.).
 EM0440
 EM0440.The modeled gravity was interpolated from observed gravity values.
 EM0440
 EM0440;                    North         East    Units  Estimated Accuracy
 EM0440;SPC TXNC     - 2,297,240.      486,330.      MT  (+/- 180 meters Scaled)
 EM0440
 EM0440                          SUPERSEDED SURVEY CONTROL
 EM0440
 EM0440  NGVD 29 (??/??/92)  451.792  (m)         1482.25   (f) ADJ UNCH    2 0
 EM0440
 EM0440.Superseded values are not recommended for survey control.
 EM0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0440.See file dsdata.txt to determine how the superseded data were derived.
 EM0440
 EM0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD323001(NAD 83)
 EM0440_MARKER: DB = BENCH MARK DISK
 EM0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0440+STABILITY: SURFACE MOTION
 EM0440
 EM0440  HISTORY     - Date     Condition        Report By
 EM0440  HISTORY     - 1934     MONUMENTED       CGS
 EM0440  HISTORY     - 1958     GOOD             NGS
 EM0440  HISTORY     - 1978     MARK NOT FOUND   USGS
 EM0440  HISTORY     - 1984     GOOD             NGS
 EM0440
 EM0440                          STATION DESCRIPTION
 EM0440
 EM0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0440'3.2 MI N FROM QUANAH.
 EM0440'3.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0440'STATION AT QUANAH, HARDEMAN COUNTY, 0.5 MILE SOUTH OF THE BRIDGE OVER
 EM0440'GROSEBECK CREEK, 300 FEET SOUTH OF MILEPOST 721, 48 FEET WEST OF THE
 EM0440'WEST RAIL, AND AT THE RAILROAD RIGHT-OF-WAY FENCE LINE.  A STANDARD
 EM0440'DISK, STAMPED C 243 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 EM0440'THE MARK WAS RECOVERED JUST NORTHWEST OF THE SECOND POLE SOUTH OF
 EM0440'MILEPOST 721.  PART OF ONE SIDE OF THE POST WAS EXPOSED BUT THE MARK
 EM0440'IS STILL SOLID.
 EM0440
 EM0440                          STATION RECOVERY (1978)
 EM0440
 EM0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EM0440'MARK NOT FOUND.
 EM0440
 EM0440                          STATION RECOVERY (1984)
 EM0440
 EM0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0352 ***********************************************************************
 EM0352  DESIGNATION -  C 244
 EM0352  PID         -  EM0352
 EM0352  STATE/COUNTY-  TX/WILBARGER
 EM0352  USGS QUAD   -  OKLAUNION (1985)
 EM0352
 EM0352                         *CURRENT SURVEY CONTROL
 EM0352  ___________________________________________________________________
 EM0352* NAD 83(1986)-  34 10 38.     (N)    099 08 46.     (W)     SCALED    
 EM0352* NAVD 88     -       357.194  (meters)    1171.89   (feet)  ADJUSTED  
 EM0352  ___________________________________________________________________
 EM0352  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EM0352  DYNAMIC HT  -         356.796 (meters)    1170.59  (feet)  COMP
 EM0352  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 EM0352
 EM0352  VERT ORDER  -  SECOND    CLASS 0
 EM0352
 EM0352.The horizontal coordinates were scaled from a topographic map and have
 EM0352.an estimated accuracy of +/- 6 seconds.
 EM0352
 EM0352.The orthometric height was determined by differential leveling
 EM0352.and adjusted by the National Geodetic Survey in June 1991..
 EM0352
 EM0352.The geoid height was determined by GEOID03.
 EM0352
 EM0352.The dynamic height is computed by dividing the NAVD 88
 EM0352.geopotential number by the normal gravity value computed on the
 EM0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0352.degrees latitude (g = 980.6199 gals.).
 EM0352
 EM0352.The modeled gravity was interpolated from observed gravity values.
 EM0352
 EM0352;                    North         East    Units  Estimated Accuracy
 EM0352;SPC TXNC     - 2,278,600.      540,430.      MT  (+/- 180 meters Scaled)
 EM0352
 EM0352                          SUPERSEDED SURVEY CONTROL
 EM0352
 EM0352  NGVD 29 (??/??/92)  357.063  (m)         1171.46   (f) ADJ UNCH    2 0
 EM0352
 EM0352.Superseded values are not recommended for survey control.
 EM0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0352.See file dsdata.txt to determine how the superseded data were derived.
 EM0352
 EM0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC865818(NAD 83)
 EM0352_MARKER: DB = BENCH MARK DISK
 EM0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0352_STAMPING: C 244  1934
 EM0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0352+STABILITY: SURFACE MOTION
 EM0352
 EM0352  HISTORY     - Date     Condition        Report By
 EM0352  HISTORY     - 1934     MONUMENTED       CGS
 EM0352  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0352  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0352
 EM0352                          STATION DESCRIPTION
 EM0352
 EM0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0352'6.3 MI S FROM DAVIDSON.
 EM0352'IN WILBARGER COUNTY, TEXAS, 6.3 MILES SOUTH ALONG THE ST. LOUIS-SAN
 EM0352'FRANCISCO RAILWAY FROM THE STATION AT DAVIDSON, TILLMAN COUNTY,
 EM0352'OKLAHOMA, 50 FEET WEST OF THE TWENTIETH POLE SOUTH OF MILEPOST 780, 40
 EM0352'FEET SOUTH OF THE TRACK, AND IN THE FENCE CORNER.  NOTE-- THE LAND IS
 EM0352'UNDER CULTIVATION AT FORMER SITE OF MARK AND IT WAS THOUGHT TO HAVE
 EM0352'BEEN DESTROYED.
 EM0352
 EM0352                          STATION RECOVERY (1984)
 EM0352
 EM0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0886 ***********************************************************************
 DN0886  DESIGNATION -  C 245
 DN0886  PID         -  DN0886
 DN0886  STATE/COUNTY-  TX/MONTAGUE
 DN0886  USGS QUAD   -  NOCONA (1982)
 DN0886
 DN0886                         *CURRENT SURVEY CONTROL
 DN0886  ___________________________________________________________________
 DN0886* NAD 83(1986)-  33 46 48.     (N)    097 38 38.     (W)     SCALED    
 DN0886* NAVD 88     -       270.891  (meters)     888.75   (feet)  ADJUSTED  
 DN0886  ___________________________________________________________________
 DN0886  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DN0886  DYNAMIC HT  -         270.600 (meters)     887.79  (feet)  COMP
 DN0886  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 DN0886
 DN0886  VERT ORDER  -  SECOND    CLASS 0
 DN0886
 DN0886.The horizontal coordinates were scaled from a topographic map and have
 DN0886.an estimated accuracy of +/- 6 seconds.
 DN0886
 DN0886.The orthometric height was determined by differential leveling
 DN0886.and adjusted by the National Geodetic Survey in June 1991..
 DN0886
 DN0886.The geoid height was determined by GEOID03.
 DN0886
 DN0886.The dynamic height is computed by dividing the NAVD 88
 DN0886.geopotential number by the normal gravity value computed on the
 DN0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0886.degrees latitude (g = 980.6199 gals.).
 DN0886
 DN0886.The modeled gravity was interpolated from observed gravity values.
 DN0886
 DN0886;                    North         East    Units  Estimated Accuracy
 DN0886;SPC TXNC     - 2,234,680.      679,290.      MT  (+/- 180 meters Scaled)
 DN0886
 DN0886                          SUPERSEDED SURVEY CONTROL
 DN0886
 DN0886  NGVD 29 (??/??/92)  270.807  (m)          888.47   (f) ADJ UNCH    2 0
 DN0886
 DN0886.Superseded values are not recommended for survey control.
 DN0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0886.See file dsdata.txt to determine how the superseded data were derived.
 DN0886
 DN0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC255385(NAD 83)
 DN0886_MARKER: DB = BENCH MARK DISK
 DN0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0886_STAMPING: 888.473 C 245 1934
 DN0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0886+STABILITY: SURFACE MOTION
 DN0886
 DN0886  HISTORY     - Date     Condition        Report By
 DN0886  HISTORY     - 1934     MONUMENTED       CGS
 DN0886  HISTORY     - 1950     GOOD             NGS
 DN0886  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN0886
 DN0886                          STATION DESCRIPTION
 DN0886
 DN0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0886'3.3 MI NW FROM BONITA.
 DN0886'ALONG THE M.K.T. RAILROAD, 3.3 MILES NORTHWEST FROM THE DEPOT AT
 DN0886'BONITA, MONTAGUE COUNTY.  IT IS ABOUT 200 YARDS SOUTHWEST OF A SMALL
 DN0886'FARM HOUSE, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACKS, 25 FEET
 DN0886'NORTH OF THE CENTERLINE OF THE DIRT ROAD, 75 FEET SOUTHEAST OF THE
 DN0886'CENTERLINE OF THE DIRT ROAD CROSSING THE TRACKS AND 50 FEET SOUTHEAST
 DN0886'OF 892 (USGS).  A DISK IN A CONCRETE POST ABOUT 2 FEET BELOW THE LEVEL
 DN0886'OF THE TRACKS AND PROJECTING ABOUT 1 FOOT.  TO REACH FROM BONITA.
 DN0886'FOLLOW THE MAIN DIRT ROAD NORTHWEST 3.3 MILES TO THE CROSSING AND THE
 DN0886'MARK AS ABOVE.
 DN0886
 DN0886                          STATION RECOVERY (1995)
 DN0886
 DN0886'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0478 ***********************************************************************
 DN0478  DESIGNATION -  C 246
 DN0478  PID         -  DN0478
 DN0478  STATE/COUNTY-  TX/GRAYSON
 DN0478  USGS QUAD   -  SADLER (1982)
 DN0478
 DN0478                         *CURRENT SURVEY CONTROL
 DN0478  ___________________________________________________________________
 DN0478* NAD 83(1986)-  33 43 45.     (N)    096 46 22.     (W)     SCALED    
 DN0478* NAVD 88     -       189.394  (meters)     621.37   (feet)  ADJUSTED  
 DN0478  ___________________________________________________________________
 DN0478  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DN0478  DYNAMIC HT  -         189.192 (meters)     620.71  (feet)  COMP
 DN0478  MODELED GRAV-     979,564.2   (mgal)                       NAVD 88
 DN0478
 DN0478  VERT ORDER  -  SECOND    CLASS 0
 DN0478
 DN0478.The horizontal coordinates were scaled from a topographic map and have
 DN0478.an estimated accuracy of +/- 6 seconds.
 DN0478
 DN0478.The orthometric height was determined by differential leveling
 DN0478.and adjusted by the National Geodetic Survey in June 1991..
 DN0478
 DN0478.The geoid height was determined by GEOID03.
 DN0478
 DN0478.The dynamic height is computed by dividing the NAVD 88
 DN0478.geopotential number by the normal gravity value computed on the
 DN0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0478.degrees latitude (g = 980.6199 gals.).
 DN0478
 DN0478.The modeled gravity was interpolated from observed gravity values.
 DN0478
 DN0478;                    North         East    Units  Estimated Accuracy
 DN0478;SPC TXNC     - 2,230,030.      760,060.      MT  (+/- 180 meters Scaled)
 DN0478
 DN0478                          SUPERSEDED SURVEY CONTROL
 DN0478
 DN0478  NGVD 29 (??/??/92)  189.366  (m)          621.28   (f) ADJ UNCH    2 0
 DN0478
 DN0478.Superseded values are not recommended for survey control.
 DN0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0478.See file dsdata.txt to determine how the superseded data were derived.
 DN0478
 DN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC063343(NAD 83)
 DN0478_MARKER: DB = BENCH MARK DISK
 DN0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0478_STAMPING: C 246 1934
 DN0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0478+STABILITY: SURFACE MOTION
 DN0478
 DN0478  HISTORY     - Date     Condition        Report By
 DN0478  HISTORY     - 1934     MONUMENTED       CGS
 DN0478  HISTORY     - 1955     MARK NOT FOUND   USGS
 DN0478  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0478
 DN0478                          STATION DESCRIPTION
 DN0478
 DN0478'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 DN0478'1.5 MI SW FROM HAGERMAN.
 DN0478'ABOUT 1.5 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0478'TEXAS FROM THE STATION AT HAGERMAN, GRAYSON COUNTY, ABOUT 5 POLES WEST
 DN0478'OF MILEPOST 676, AT A ROAD CROSSING, 30 FEET NORTH OF THE TRACK, AND
 DN0478'15 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 DN0478'C 246 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS ALSO
 DN0478'REPORTED IN 1954 THAT THE RAILROAD LOCATION WAS CHANGED DURING THE
 DN0478'CONSTRUCTION OF LAKE TEXOMA.  PROBABLY DESTROYED. RAILROAD GONE UNDER
 DN0478'HIGHWATER MARK OF LAKE TEXOMA.
 DN0478
 DN0478                          STATION RECOVERY (1995)
 DN0478
 DN0478'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0631 ***********************************************************************
 DN0631  DESIGNATION -  C 247
 DN0631  PID         -  DN0631
 DN0631  STATE/COUNTY-  TX/DENTON
 DN0631  USGS QUAD   -  PONDER (1968)
 DN0631
 DN0631                         *CURRENT SURVEY CONTROL
 DN0631  ___________________________________________________________________
 DN0631* NAD 83(1986)-  33 09 43.     (N)    097 17 21.     (W)     SCALED    
 DN0631* NAVD 88     -       216.029  (meters)     708.76   (feet)  ADJUSTED  
 DN0631  ___________________________________________________________________
 DN0631  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DN0631  DYNAMIC HT  -         215.781 (meters)     707.94  (feet)  COMP
 DN0631  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 DN0631
 DN0631  VERT ORDER  -  SECOND    CLASS 0
 DN0631
 DN0631.The horizontal coordinates were scaled from a topographic map and have
 DN0631.an estimated accuracy of +/- 6 seconds.
 DN0631
 DN0631.The orthometric height was determined by differential leveling
 DN0631.and adjusted by the National Geodetic Survey in June 1991..
 DN0631
 DN0631.The geoid height was determined by GEOID03.
 DN0631
 DN0631.The dynamic height is computed by dividing the NAVD 88
 DN0631.geopotential number by the normal gravity value computed on the
 DN0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0631.degrees latitude (g = 980.6199 gals.).
 DN0631
 DN0631.The modeled gravity was interpolated from observed gravity values.
 DN0631
 DN0631;                    North         East    Units  Estimated Accuracy
 DN0631;SPC TXNC     - 2,166,460.      712,930.      MT  (+/- 180 meters Scaled)
 DN0631
 DN0631                          SUPERSEDED SURVEY CONTROL
 DN0631
 DN0631  NGVD 29 (??/??/92)  215.993  (m)          708.64   (f) ADJ UNCH    2 0
 DN0631
 DN0631.Superseded values are not recommended for survey control.
 DN0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0631.See file dsdata.txt to determine how the superseded data were derived.
 DN0631
 DN0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB595705(NAD 83)
 DN0631_MARKER: DB = BENCH MARK DISK
 DN0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0631_STAMPING: C-247 1934
 DN0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0631+STABILITY: SURFACE MOTION
 DN0631
 DN0631  HISTORY     - Date     Condition        Report By
 DN0631  HISTORY     - 1934     MONUMENTED       CGS
 DN0631  HISTORY     - 1960     GOOD             NGS
 DN0631  HISTORY     - 19920909 MARK NOT FOUND   USPSQD
 DN0631  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0631
 DN0631                          STATION DESCRIPTION
 DN0631
 DN0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0631'1.4 MI S FROM PONDER.
 DN0631'1.4 MILES SOUTH OF PONDER.  4 POLES SOUTH OF MILE POST 376 AT GULF
 DN0631'COLORADO AND SANTA FE RAILROAD CROSSING.  40 FEET WEST OF TRACK IN
 DN0631'FENCE CORNER.  30 FEET EAST OF CENTERLINE OF ROAD.  15 FEET SOUTH OF
 DN0631'CENTERLINE OF ROAD CROSSING THE TRACK.
 DN0631
 DN0631                          STATION RECOVERY (1960)
 DN0631
 DN0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DN0631'RECOVERED IN GOOD CONDITION.
 DN0631
 DN0631                          STATION RECOVERY (1992)
 DN0631
 DN0631'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0631'MARK NOT FOUND.
 DN0631
 DN0631                          STATION RECOVERY (2005)
 DN0631
 DN0631'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0332 ***********************************************************************
 FM0332  DESIGNATION -  C 248
 FM0332  PID         -  FM0332
 FM0332  STATE/COUNTY-  TX/POTTER
 FM0332  USGS QUAD   -  BUSHLAND (1984)
 FM0332
 FM0332                         *CURRENT SURVEY CONTROL
 FM0332  ___________________________________________________________________
 FM0332* NAD 83(1986)-  35 11 32.     (N)    102 04 53.     (W)     SCALED    
 FM0332* NAVD 88     -      1168.921  (meters)    3835.03   (feet)  ADJUSTED  
 FM0332  ___________________________________________________________________
 FM0332  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 FM0332  DYNAMIC HT  -        1167.502 (meters)    3830.38  (feet)  COMP
 FM0332  MODELED GRAV-     979,380.5   (mgal)                       NAVD 88
 FM0332
 FM0332  VERT ORDER  -  SECOND    CLASS 0
 FM0332
 FM0332.The horizontal coordinates were scaled from a topographic map and have
 FM0332.an estimated accuracy of +/- 6 seconds.
 FM0332
 FM0332.The orthometric height was determined by differential leveling
 FM0332.and adjusted by the National Geodetic Survey in June 1991..
 FM0332
 FM0332.The geoid height was determined by GEOID03.
 FM0332
 FM0332.The dynamic height is computed by dividing the NAVD 88
 FM0332.geopotential number by the normal gravity value computed on the
 FM0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0332.degrees latitude (g = 980.6199 gals.).
 FM0332
 FM0332.The modeled gravity was interpolated from observed gravity values.
 FM0332
 FM0332;                    North         East    Units  Estimated Accuracy
 FM0332;SPC TX N     - 1,132,420.      147,060.      MT  (+/- 180 meters Scaled)
 FM0332
 FM0332                          SUPERSEDED SURVEY CONTROL
 FM0332
 FM0332  NGVD 29 (??/??/92) 1168.422  (m)         3833.40   (f) ADJ UNCH    2 0
 FM0332
 FM0332.Superseded values are not recommended for survey control.
 FM0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0332.See file dsdata.txt to determine how the superseded data were derived.
 FM0332
 FM0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU657982(NAD 83)
 FM0332_MARKER: DB = BENCH MARK DISK
 FM0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0332_STAMPING: C-248 1934
 FM0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0332+STABILITY: SURFACE MOTION
 FM0332
 FM0332  HISTORY     - Date     Condition        Report By
 FM0332  HISTORY     - 1934     MONUMENTED       CGS
 FM0332  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0332
 FM0332                          STATION DESCRIPTION
 FM0332
 FM0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0332'14.5 MI W FROM AMARILLO.
 FM0332'14.5 MILES WEST OF CITY HALL AT AMARILLO 78 FEET SOUTHWEST OF MILEPOST
 FM0332'775.  56 FEET SOUTH OF CENTERLINE OF ROCK ISLAND RAILROAD. 1.2 MILE
 FM0332'WEST OF BUSHLAND DEPOT.  43 FEET NORTH OF CENTER LINE OF U. S. HIGHWAY
 FM0332'66. 15 FEET NORTH OF FENCE LINE.
 FM0332
 FM0332                          STATION RECOVERY (1980)
 FM0332
 FM0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1262 ***********************************************************************
 BY1262  DESIGNATION -  C 249
 BY1262  PID         -  BY1262
 BY1262  STATE/COUNTY-  TX/CHEROKEE
 BY1262  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1262
 BY1262                         *CURRENT SURVEY CONTROL
 BY1262  ___________________________________________________________________
 BY1262* NAD 83(1986)-  31 56 49.     (N)    095 19 20.     (W)     SCALED    
 BY1262* NAVD 88     -       154.233  (meters)     506.01   (feet)  ADJUSTED  
 BY1262  ___________________________________________________________________
 BY1262  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1262  DYNAMIC HT  -         154.046 (meters)     505.40  (feet)  COMP
 BY1262  MODELED GRAV-     979,429.1   (mgal)                       NAVD 88
 BY1262
 BY1262  VERT ORDER  -  FIRST     CLASS II
 BY1262
 BY1262.The horizontal coordinates were scaled from a topographic map and have
 BY1262.an estimated accuracy of +/- 6 seconds.
 BY1262
 BY1262.The orthometric height was determined by differential leveling
 BY1262.and adjusted by the National Geodetic Survey in June 1991..
 BY1262
 BY1262.The geoid height was determined by GEOID03.
 BY1262
 BY1262.The dynamic height is computed by dividing the NAVD 88
 BY1262.geopotential number by the normal gravity value computed on the
 BY1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1262.degrees latitude (g = 980.6199 gals.).
 BY1262
 BY1262.The modeled gravity was interpolated from observed gravity values.
 BY1262
 BY1262;                    North         East    Units  Estimated Accuracy
 BY1262;SPC TX C     - 3,263,460.    1,173,640.      MT  (+/- 180 meters Scaled)
 BY1262
 BY1262                          SUPERSEDED SURVEY CONTROL
 BY1262
 BY1262  NGVD 29 (??/??/92)  154.254  (m)          506.08   (f) ADJ UNCH    1 2
 BY1262
 BY1262.Superseded values are not recommended for survey control.
 BY1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1262.See file dsdata.txt to determine how the superseded data were derived.
 BY1262
 BY1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR805369(NAD 83)
 BY1262_MARKER: DB = BENCH MARK DISK
 BY1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1262_STAMPING: C 249 1952
 BY1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1262+STABILITY: SURFACE MOTION
 BY1262
 BY1262  HISTORY     - Date     Condition        Report By
 BY1262  HISTORY     - 1952     MONUMENTED       CGS
 BY1262  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1262  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1262  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1262
 BY1262                          STATION DESCRIPTION
 BY1262
 BY1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1262'3.2 MI SW FROM JACKSONVILLE.
 BY1262'1.1 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY1262'RAILROAD FROM THE STATION OF JACKSONVILLE, THENCE 2.1 MILES SOUTHWEST
 BY1262'ALONG U.S. HIGHWAY 79, 48.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY1262'HIGHWAY, 17 FEET SOUTHWEST OF RAILROAD MILEPOST 24, 48.3 FEET
 BY1262'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK OF THE INTERNATIONAL
 BY1262'AND GREAT NORTHERN RAILROAD, 1 FOOT NORTHWEST OF A FENCE, 3 FEET
 BY1262'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1262'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1262
 BY1262                          STATION RECOVERY (1977)
 BY1262
 BY1262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1262'MARK NOT FOUND.
 BY1262
 BY1262                          STATION RECOVERY (1980)
 BY1262
 BY1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1262'MARK NOT FOUND.
 BY1262
 BY1262                          STATION RECOVERY (1996)
 BY1262
 BY1262'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2025 ***********************************************************************
 BY2025  DESIGNATION -  C 250
 BY2025  PID         -  BY2025
 BY2025  STATE/COUNTY-  TX/LEON
 BY2025  USGS QUAD   -  OAKWOOD (1964)
 BY2025
 BY2025                         *CURRENT SURVEY CONTROL
 BY2025  ___________________________________________________________________
 BY2025* NAD 83(1986)-  31 35 41.     (N)    095 50 29.     (W)     SCALED    
 BY2025* NAVD 88     -        83.019  (meters)     272.37   (feet)  ADJUSTED  
 BY2025  ___________________________________________________________________
 BY2025  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY2025  DYNAMIC HT  -          82.917 (meters)     272.04  (feet)  COMP
 BY2025  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 BY2025
 BY2025  VERT ORDER  -  FIRST     CLASS II
 BY2025
 BY2025.The horizontal coordinates were scaled from a topographic map and have
 BY2025.an estimated accuracy of +/- 6 seconds.
 BY2025
 BY2025.The orthometric height was determined by differential leveling
 BY2025.and adjusted by the National Geodetic Survey in June 1991..
 BY2025.WARNING-Repeat measurements at this control monument indicate possible
 BY2025.vertical movement.
 BY2025
 BY2025.The geoid height was determined by GEOID03.
 BY2025
 BY2025.The dynamic height is computed by dividing the NAVD 88
 BY2025.geopotential number by the normal gravity value computed on the
 BY2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2025.degrees latitude (g = 980.6199 gals.).
 BY2025
 BY2025.The modeled gravity was interpolated from observed gravity values.
 BY2025
 BY2025;                    North         East    Units  Estimated Accuracy
 BY2025;SPC TX C     - 3,222,350.    1,126,170.      MT  (+/- 180 meters Scaled)
 BY2025
 BY2025                          SUPERSEDED SURVEY CONTROL
 BY2025
 BY2025  NGVD 29 (??/??/92)   82.983  (m)          272.25   (f) ADJ UNCH    1 2
 BY2025
 BY2025.Superseded values are not recommended for survey control.
 BY2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2025.See file dsdata.txt to determine how the superseded data were derived.
 BY2025
 BY2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ303990(NAD 83)
 BY2025_MARKER: DB = BENCH MARK DISK
 BY2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2025_STAMPING: C 250 1952
 BY2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2025+STABILITY: SURFACE MOTION
 BY2025
 BY2025  HISTORY     - Date     Condition        Report By
 BY2025  HISTORY     - 1952     MONUMENTED       CGS
 BY2025  HISTORY     - 1980     GOOD             NGS
 BY2025
 BY2025                          STATION DESCRIPTION
 BY2025
 BY2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2025'0.8 MI NE FROM OAKWOOD.
 BY2025'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD STATE BANK
 BY2025'AT OAKWOOD, 47.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4.7 FEET
 BY2025'SOUTH OF THE LEON AND FREESTONE COUNTY LINE SIGN, 1.5 FEET WEST OF A
 BY2025'FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY2025'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY2025
 BY2025                          STATION RECOVERY (1980)
 BY2025
 BY2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1288 ***********************************************************************
 BY1288  DESIGNATION -  C 252
 BY1288  PID         -  BY1288
 BY1288  STATE/COUNTY-  TX/CHEROKEE
 BY1288  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY1288
 BY1288                         *CURRENT SURVEY CONTROL
 BY1288  ___________________________________________________________________
 BY1288* NAD 83(1986)-  31 53 41.     (N)    095 07 05.     (W)     SCALED    
 BY1288* NAVD 88     -       102.985  (meters)     337.88   (feet)  ADJUSTED  
 BY1288  ___________________________________________________________________
 BY1288  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY1288  DYNAMIC HT  -         102.861 (meters)     337.47  (feet)  COMP
 BY1288  MODELED GRAV-     979,438.7   (mgal)                       NAVD 88
 BY1288
 BY1288  VERT ORDER  -  FIRST     CLASS II
 BY1288
 BY1288.The horizontal coordinates were scaled from a topographic map and have
 BY1288.an estimated accuracy of +/- 6 seconds.
 BY1288
 BY1288.The orthometric height was determined by differential leveling
 BY1288.and adjusted by the National Geodetic Survey in June 1991..
 BY1288
 BY1288.The geoid height was determined by GEOID03.
 BY1288
 BY1288.The dynamic height is computed by dividing the NAVD 88
 BY1288.geopotential number by the normal gravity value computed on the
 BY1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1288.degrees latitude (g = 980.6199 gals.).
 BY1288
 BY1288.The modeled gravity was interpolated from observed gravity values.
 BY1288
 BY1288;                    North         East    Units  Estimated Accuracy
 BY1288;SPC TX C     - 3,258,570.    1,193,190.      MT  (+/- 180 meters Scaled)
 BY1288
 BY1288                          SUPERSEDED SURVEY CONTROL
 BY1288
 BY1288  NGVD 29 (??/??/92)  103.007  (m)          337.95   (f) ADJ UNCH    1 2
 BY1288
 BY1288.Superseded values are not recommended for survey control.
 BY1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1288.See file dsdata.txt to determine how the superseded data were derived.
 BY1288
 BY1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR996307(NAD 83)
 BY1288_MARKER: DB = BENCH MARK DISK
 BY1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1288_STAMPING: C 252 1952
 BY1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1288+STABILITY: SURFACE MOTION
 BY1288
 BY1288  HISTORY     - Date     Condition        Report By
 BY1288  HISTORY     - 1952     MONUMENTED       CGS
 BY1288  HISTORY     - 1980     GOOD             NGS
 BY1288  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 BY1288  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1288  HISTORY     - 20040605 POOR             USPSQD
 BY1288
 BY1288                          STATION DESCRIPTION
 BY1288
 BY1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1288'2.55 MI W FROM PONTA.
 BY1288'2.55 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1288'STATION AT PONTA, AT A ROAD CROSSING, 1 POLE EAST OF MILEPOST 191, 64
 BY1288'FEET EAST OF THE CENTER LINE OF A ROAD, 45 FEET NORTH OF THE NORTH
 BY1288'RAIL, 10 FEET EAST OF AN 18 INCH OAK TREE, 2 FEET SOUTH OF A FENCE, 2
 BY1288'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1288'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1288
 BY1288                          STATION RECOVERY (1980)
 BY1288
 BY1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1288'NOTE-NOT LEVELED TO AT THIS DATE.
 BY1288
 BY1288                          STATION RECOVERY (1991)
 BY1288
 BY1288'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY1288'MARK NOT FOUND.
 BY1288
 BY1288                          STATION RECOVERY (1996)
 BY1288
 BY1288'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1288'MARK NOT FOUND.
 BY1288
 BY1288                          STATION RECOVERY (2004)
 BY1288
 BY1288'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 BY1288'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0778 ***********************************************************************
 FL0778  DESIGNATION -  C 253
 FL0778  PID         -  FL0778
 FL0778  STATE/COUNTY-  TX/HUTCHINSON
 FL0778  USGS QUAD   -  PRINGLE (1978)
 FL0778
 FL0778                         *CURRENT SURVEY CONTROL
 FL0778  ___________________________________________________________________
 FL0778* NAD 83(1986)-  35 52 55.     (N)    101 25 43.     (W)     SCALED    
 FL0778* NAVD 88     -       998.331  (meters)    3275.36   (feet)  ADJUSTED  
 FL0778  ___________________________________________________________________
 FL0778  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 FL0778  DYNAMIC HT  -         997.205 (meters)    3271.66  (feet)  COMP
 FL0778  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 FL0778
 FL0778  VERT ORDER  -  SECOND    CLASS 0
 FL0778
 FL0778.The horizontal coordinates were scaled from a topographic map and have
 FL0778.an estimated accuracy of +/- 6 seconds.
 FL0778
 FL0778.The orthometric height was determined by differential leveling
 FL0778.and adjusted by the National Geodetic Survey in June 1991..
 FL0778
 FL0778.The geoid height was determined by GEOID03.
 FL0778
 FL0778.The dynamic height is computed by dividing the NAVD 88
 FL0778.geopotential number by the normal gravity value computed on the
 FL0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0778.degrees latitude (g = 980.6199 gals.).
 FL0778
 FL0778.The modeled gravity was interpolated from observed gravity values.
 FL0778
 FL0778;                    North         East    Units  Estimated Accuracy
 FL0778;SPC TX N     - 1,208,780.      206,450.      MT  (+/- 180 meters Scaled)
 FL0778
 FL0778                          SUPERSEDED SURVEY CONTROL
 FL0778
 FL0778  NGVD 29 (??/??/92)  997.856  (m)         3273.80   (f) ADJ UNCH    2 0
 FL0778
 FL0778.Superseded values are not recommended for survey control.
 FL0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0778.See file dsdata.txt to determine how the superseded data were derived.
 FL0778
 FL0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE807735(NAD 83)
 FL0778_MARKER: DB = BENCH MARK DISK
 FL0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0778_STAMPING: C-253 1934
 FL0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0778+STABILITY: SURFACE MOTION
 FL0778
 FL0778  HISTORY     - Date     Condition        Report By
 FL0778  HISTORY     - 1934     MONUMENTED       CGS
 FL0778  HISTORY     - 1953     GOOD             USGS
 FL0778
 FL0778                          STATION DESCRIPTION
 FL0778
 FL0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0778'4.4 MI NW FROM STINNETT.
 FL0778'4.4 MILES NORTHWEST OF C. RI. AND G. RR. STATION AT STINNETT 63 FEET
 FL0778'NORTHWEST OF CENTER LINE OF TEXAS STATE HIGHWAY NO. 117.  45 FEET
 FL0778'SOUTHEAST OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILROAD
 FL0778'TRACK.  10 FEET NORTHEAST OF THIRD POLE SOUTHWEST OF MILEPOST 62.
 FL0778
 FL0778                          STATION RECOVERY (1953)
 FL0778
 FL0778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0299 ***********************************************************************
 GK0299  DESIGNATION -  C 254
 GK0299  PID         -  GK0299
 GK0299  STATE/COUNTY-  TX/HANSFORD
 GK0299  USGS QUAD   -  BERNSTEIN (1974)
 GK0299
 GK0299                         *CURRENT SURVEY CONTROL
 GK0299  ___________________________________________________________________
 GK0299* NAD 83(1986)-  36 29 59.     (N)    101 18 50.     (W)     SCALED    
 GK0299* NAVD 88     -       938.981  (meters)    3080.64   (feet)  ADJUSTED  
 GK0299  ___________________________________________________________________
 GK0299  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GK0299  DYNAMIC HT  -         937.993 (meters)    3077.40  (feet)  COMP
 GK0299  MODELED GRAV-     979,548.4   (mgal)                       NAVD 88
 GK0299
 GK0299  VERT ORDER  -  SECOND    CLASS 0
 GK0299
 GK0299.The horizontal coordinates were scaled from a topographic map and have
 GK0299.an estimated accuracy of +/- 6 seconds.
 GK0299
 GK0299.The orthometric height was determined by differential leveling
 GK0299.and adjusted by the National Geodetic Survey in June 1991..
 GK0299
 GK0299.The geoid height was determined by GEOID03.
 GK0299
 GK0299.The dynamic height is computed by dividing the NAVD 88
 GK0299.geopotential number by the normal gravity value computed on the
 GK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0299.degrees latitude (g = 980.6199 gals.).
 GK0299
 GK0299.The modeled gravity was interpolated from observed gravity values.
 GK0299
 GK0299;                    North         East    Units  Estimated Accuracy
 GK0299;SPC TX N     - 1,277,350.      216,680.      MT  (+/- 180 meters Scaled)
 GK0299
 GK0299                          SUPERSEDED SURVEY CONTROL
 GK0299
 GK0299  NGVD 29 (??/??/92)  938.541  (m)         3079.20   (f) ADJ UNCH    2 0
 GK0299
 GK0299.Superseded values are not recommended for survey control.
 GK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0299.See file dsdata.txt to determine how the superseded data were derived.
 GK0299
 GK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF927418(NAD 83)
 GK0299_MARKER: DB = BENCH MARK DISK
 GK0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0299_SP_SET: FOOTING
 GK0299_STAMPING: C-254 1934
 GK0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0299
 GK0299  HISTORY     - Date     Condition        Report By
 GK0299  HISTORY     - 1934     MONUMENTED       CGS
 GK0299  HISTORY     - 1966     GOOD             USGS
 GK0299
 GK0299                          STATION DESCRIPTION
 GK0299
 GK0299'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GK0299'IN HITCHLAND.
 GK0299'AT HITCHLAND, HANSFORD COUNTY, TEXAS, TWPS. 1 N. AND 1 S.,R. 16 E.,
 GK0299'NEAR CORNER SECTION 2,3, 34 AND 35, ABOUT 335 FT. S. OF THE CHICAGO,
 GK0299'ROCK ISLAND AND GULF RAILWAY STATION, ABOUT 322 FT. SE OF THE
 GK0299'TEXAS-OKLAHOMA STATE LINE POST ON THE RIGHT OF WAY, AT THE WATER TANK,
 GK0299'IN THE TOP OF THE NORTH ONE OF THE TWO WEST CONCRETE FOOTINGS, 11 FT.
 GK0299'EAST OF THE E. RAIL OF THE MAIN TRACK.  A STANDARD USC AND GS DISK
 GK0299'STAMPED C-254 1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0054 ***********************************************************************
 GK0054  DESIGNATION -  C 256
 GK0054  PID         -  GK0054
 GK0054  STATE/COUNTY-  TX/LIPSCOMB
 GK0054  USGS QUAD   -  DARROUZETT (1972)
 GK0054
 GK0054                         *CURRENT SURVEY CONTROL
 GK0054  ___________________________________________________________________
 GK0054* NAD 83(1986)-  36 26 37.     (N)    100 16 27.     (W)     SCALED    
 GK0054* NAVD 88     -       799.676  (meters)    2623.60   (feet)  ADJUSTED  
 GK0054  ___________________________________________________________________
 GK0054  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 GK0054  DYNAMIC HT  -         798.865 (meters)    2620.94  (feet)  COMP
 GK0054  MODELED GRAV-     979,591.6   (mgal)                       NAVD 88
 GK0054
 GK0054  VERT ORDER  -  SECOND    CLASS 0
 GK0054
 GK0054.The horizontal coordinates were scaled from a topographic map and have
 GK0054.an estimated accuracy of +/- 6 seconds.
 GK0054
 GK0054.The orthometric height was determined by differential leveling
 GK0054.and adjusted by the National Geodetic Survey in June 1991..
 GK0054
 GK0054.The geoid height was determined by GEOID03.
 GK0054
 GK0054.The dynamic height is computed by dividing the NAVD 88
 GK0054.geopotential number by the normal gravity value computed on the
 GK0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0054.degrees latitude (g = 980.6199 gals.).
 GK0054
 GK0054.The modeled gravity was interpolated from observed gravity values.
 GK0054
 GK0054;                    North         East    Units  Estimated Accuracy
 GK0054;SPC TX N     - 1,271,790.      309,910.      MT  (+/- 180 meters Scaled)
 GK0054
 GK0054                          SUPERSEDED SURVEY CONTROL
 GK0054
 GK0054  NGVD 29 (??/??/92)  799.364  (m)         2622.58   (f) ADJ UNCH    2 0
 GK0054
 GK0054.Superseded values are not recommended for survey control.
 GK0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0054.See file dsdata.txt to determine how the superseded data were derived.
 GK0054
 GK0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF858339(NAD 83)
 GK0054_MARKER: DB = BENCH MARK DISK
 GK0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0054_STAMPING: C-256 1934
 GK0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0054+STABILITY: SURFACE MOTION
 GK0054
 GK0054  HISTORY     - Date     Condition        Report By
 GK0054  HISTORY     - 1934     MONUMENTED       CGS
 GK0054  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0054
 GK0054                          STATION DESCRIPTION
 GK0054
 GK0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0054'2.7 MI E FROM DARROUZETT.
 GK0054'2.7 MILES EAST OF DARROUZETT P. AND SF. RR. STATION 475 FEET SOUTHEAST
 GK0054'OF MILEPOST 27, 283 FEET SOUTHWEST OF RAILROAD BRIDGE 26 D, 66 FEET
 GK0054'SOUTH OF NEAREST RAIL OF PANHANDLE AN SANTA FE RAILROAD TRACK.
 GK0054
 GK0054                          STATION RECOVERY (1972)
 GK0054
 GK0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0638 ***********************************************************************
 FL0638  DESIGNATION -  C 257
 FL0638  PID         -  FL0638
 FL0638  STATE/COUNTY-  TX/GRAY
 FL0638  USGS QUAD   -  PAMPA (1963)
 FL0638
 FL0638                         *CURRENT SURVEY CONTROL
 FL0638  ___________________________________________________________________
 FL0638* NAD 83(1986)-  35 32 43.     (N)    100 56 10.     (W)     SCALED    
 FL0638* NAVD 88     -       979.967  (meters)    3215.11   (feet)  ADJUSTED  
 FL0638  ___________________________________________________________________
 FL0638  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0638  DYNAMIC HT  -         978.878 (meters)    3211.54  (feet)  COMP
 FL0638  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 FL0638
 FL0638  VERT ORDER  -  SECOND    CLASS 0
 FL0638
 FL0638.The horizontal coordinates were scaled from a topographic map and have
 FL0638.an estimated accuracy of +/- 6 seconds.
 FL0638
 FL0638.The orthometric height was determined by differential leveling
 FL0638.and adjusted by the National Geodetic Survey in June 1991..
 FL0638
 FL0638.The geoid height was determined by GEOID03.
 FL0638
 FL0638.The dynamic height is computed by dividing the NAVD 88
 FL0638.geopotential number by the normal gravity value computed on the
 FL0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0638.degrees latitude (g = 980.6199 gals.).
 FL0638
 FL0638.The modeled gravity was interpolated from observed gravity values.
 FL0638
 FL0638;                    North         East    Units  Estimated Accuracy
 FL0638;SPC TX N     - 1,171,570.      251,130.      MT  (+/- 180 meters Scaled)
 FL0638
 FL0638                          SUPERSEDED SURVEY CONTROL
 FL0638
 FL0638  NGVD 29 (??/??/92)  979.538  (m)         3213.70   (f) ADJ UNCH    2 0
 FL0638
 FL0638.Superseded values are not recommended for survey control.
 FL0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0638.See file dsdata.txt to determine how the superseded data were derived.
 FL0638
 FL0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE244352(NAD 83)
 FL0638_MARKER: DB = BENCH MARK DISK
 FL0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0638_STAMPING: C-257 1934
 FL0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0638+STABILITY: SURFACE MOTION
 FL0638
 FL0638  HISTORY     - Date     Condition        Report By
 FL0638  HISTORY     - 1934     MONUMENTED       CGS
 FL0638  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0638
 FL0638                          STATION DESCRIPTION
 FL0638
 FL0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0638'1.5 MI NE FROM PAMPA.
 FL0638'1.5 MILES NORTHEAST OF PAMPA POST OFFICE 66 FEET SOUTH OF NEAREST RAIL
 FL0638'OF PANHANDLE AND SANTA FE RAILWAY TRACK.  54 FEET SOUTHEAST OF
 FL0638'CONCRETE TELEPHONE BOOTH.  52 FEET SOUTHWEST OF CROSSING TO DANCIGER
 FL0638'REFINERY.  36 FEET NORTHEAST EIGHTEENTH POLE WEST OF MILE POLE 497.
 FL0638
 FL0638                          STATION RECOVERY (1963)
 FL0638
 FL0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0367 ***********************************************************************
 BZ0367  DESIGNATION -  C 258
 BZ0367  PID         -  BZ0367
 BZ0367  STATE/COUNTY-  TX/LEON
 BZ0367  USGS QUAD   -  DONIE (1982)
 BZ0367
 BZ0367                         *CURRENT SURVEY CONTROL
 BZ0367  ___________________________________________________________________
 BZ0367* NAD 83(1986)-  31 22 59.     (N)    096 11 04.     (W)     SCALED    
 BZ0367* NAVD 88     -       140.626  (meters)     461.37   (feet)  ADJUSTED  
 BZ0367  ___________________________________________________________________
 BZ0367  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BZ0367  DYNAMIC HT  -         140.453 (meters)     460.80  (feet)  COMP
 BZ0367  MODELED GRAV-     979,405.4   (mgal)                       NAVD 88
 BZ0367
 BZ0367  VERT ORDER  -  FIRST     CLASS II
 BZ0367
 BZ0367.The horizontal coordinates were scaled from a topographic map and have
 BZ0367.an estimated accuracy of +/- 6 seconds.
 BZ0367
 BZ0367.The orthometric height was determined by differential leveling
 BZ0367.and adjusted by the National Geodetic Survey in June 1991..
 BZ0367.WARNING-Repeat measurements at this control monument indicate possible
 BZ0367.vertical movement.
 BZ0367
 BZ0367.The geoid height was determined by GEOID03.
 BZ0367
 BZ0367.The dynamic height is computed by dividing the NAVD 88
 BZ0367.geopotential number by the normal gravity value computed on the
 BZ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0367.degrees latitude (g = 980.6199 gals.).
 BZ0367
 BZ0367.The modeled gravity was interpolated from observed gravity values.
 BZ0367
 BZ0367;                    North         East    Units  Estimated Accuracy
 BZ0367;SPC TX C     - 3,197,630.    1,094,510.      MT  (+/- 180 meters Scaled)
 BZ0367
 BZ0367                          SUPERSEDED SURVEY CONTROL
 BZ0367
 BZ0367  NGVD 29 (??/??/92)  140.577  (m)          461.21   (f) ADJ UNCH    1 2
 BZ0367
 BZ0367.Superseded values are not recommended for survey control.
 BZ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0367.See file dsdata.txt to determine how the superseded data were derived.
 BZ0367
 BZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV677754(NAD 83)
 BZ0367_MARKER: DB = BENCH MARK DISK
 BZ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0367_STAMPING: C 258 1952
 BZ0367_PROJECTION: PROJECTING 8 CENTIMETERS
 BZ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0367+STABILITY: SURFACE MOTION
 BZ0367
 BZ0367  HISTORY     - Date     Condition        Report By
 BZ0367  HISTORY     - 1952     MONUMENTED       CGS
 BZ0367  HISTORY     - 1980     GOOD             NGS
 BZ0367
 BZ0367                          STATION DESCRIPTION
 BZ0367
 BZ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0367'3.7 MI NW FROM JEWETT.
 BZ0367'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JEWETT STATE BANK
 BZ0367'AT JEWETT, THENCE 2.95 MILES NORTHWEST ALONG FARM ROAD 39, AT A ROAD
 BZ0367'INTERSECTION, 300 FEET NORTHWEST OF A FARMHOUSE, 74 FEET SOUTHWEST OF
 BZ0367'THE CENTER LINE OF THE FARM ROAD, 51 FEET SOUTHEAST OF THE CENTER LINE
 BZ0367'OF THE CROSS ROAD, 30 FEET EAST OF A FENCE CORNER, 2 FEET NORTH OF A
 BZ0367'FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BZ0367'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BZ0367
 BZ0367                          STATION RECOVERY (1980)
 BZ0367
 BZ0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0367'5.0 KM. (3.1 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0367'U.S. HIGHWAY 79 IN JEWETT, AT THE JUNCTION OF A GRAVEL ROAD, 91 M.
 BZ0367'(300 FT.) NORTHWEST OF A FARM HOUSE, 22.6 M. (74.0 FT.) SOUTHWEST OF
 BZ0367'THE CENTERLINE OF THE FARM ROAD, 15.5 M. (51.0 FT.) SOUTHEAST OF THE
 BZ0367'CENTER OF THE GRAVEL ROAD, 9.1 M. (30.0 FT.) EAST OF A FENCE CORNER,
 BZ0367'0.6 M. (2.0 FT.) NORTH OF A FENCE.
 BZ0367'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0584 ***********************************************************************
 BZ0584  DESIGNATION -  C 259
 BZ0584  PID         -  BZ0584
 BZ0584  STATE/COUNTY-  TX/HILL
 BZ0584  USGS QUAD   -  HUBBARD (1978)
 BZ0584
 BZ0584                         *CURRENT SURVEY CONTROL
 BZ0584  ___________________________________________________________________
 BZ0584* NAD 83(1986)-  31 49 02.     (N)    096 45 54.     (W)     SCALED    
 BZ0584* NAVD 88     -       160.57   (+/-2cm)     526.8    (feet)  VERTCON   
 BZ0584  ___________________________________________________________________
 BZ0584  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BZ0584
 BZ0584  VERT ORDER  -  FIRST     CLASS II (See Below)
 BZ0584
 BZ0584.The horizontal coordinates were scaled from a topographic map and have
 BZ0584.an estimated accuracy of +/- 6 seconds.
 BZ0584
 BZ0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0584.The vertical order pertains to the NGVD 29 superseded value.
 BZ0584
 BZ0584.The geoid height was determined by GEOID03.
 BZ0584
 BZ0584;                    North         East    Units  Estimated Accuracy
 BZ0584;SPC TXNC     - 2,018,050.      764,280.      MT  (+/- 180 meters Scaled)
 BZ0584
 BZ0584                          SUPERSEDED SURVEY CONTROL
 BZ0584
 BZ0584  NGVD 29 (??/??/92)  160.50   (m)          526.6    (f) COMPUTED    1 2
 BZ0584
 BZ0584.Superseded values are not recommended for survey control.
 BZ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0584.See file dsdata.txt to determine how the superseded data were derived.
 BZ0584
 BZ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA115223(NAD 83)
 BZ0584_MARKER: DB = BENCH MARK DISK
 BZ0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0584_SP_SET: CULVERT
 BZ0584_STAMPING: C 259 1952
 BZ0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0584
 BZ0584  HISTORY     - Date     Condition        Report By
 BZ0584  HISTORY     - 1952     MONUMENTED       CGS
 BZ0584  HISTORY     - 1958     GOOD             NGS
 BZ0584  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0584
 BZ0584                          STATION DESCRIPTION
 BZ0584
 BZ0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0584'2.65 MI SE FROM HUBBARD.
 BZ0584'2.65 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE ST. LOUIS AND
 BZ0584'SOUTHWESTERN RAILROAD STATION AT HUBBARD, 20 FEET SOUTHWEST OF THE
 BZ0584'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 BZ0584'SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
 BZ0584
 BZ0584                          STATION RECOVERY (1958)
 BZ0584
 BZ0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BZ0584'RECOVERED IN GOOD CONDITION.
 BZ0584
 BZ0584                          STATION RECOVERY (1995)
 BZ0584
 BZ0584'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0297 ***********************************************************************
 BP0297  DESIGNATION -  C 26
 BP0297  PID         -  BP0297
 BP0297  STATE/COUNTY-  TX/BREWSTER
 BP0297  USGS QUAD   -  MARATHON (1983)
 BP0297
 BP0297                         *CURRENT SURVEY CONTROL
 BP0297  ___________________________________________________________________
 BP0297* NAD 83(1986)-  30 12 19.     (N)    103 08 45.     (W)     SCALED    
 BP0297* NAVD 88     -      1254.602  (meters)    4116.14   (feet)  POSTED    
 BP0297  ___________________________________________________________________
 BP0297  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BP0297  DYNAMIC HT  -        1252.550 (meters)    4109.41  (feet)  COMP
 BP0297  MODELED GRAV-     978,965.0   (mgal)                       NAVD 88
 BP0297
 BP0297  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0297
 BP0297.The horizontal coordinates were scaled from a topographic map and have
 BP0297.an estimated accuracy of +/- 6 seconds.
 BP0297
 BP0297.The orthometric height was determined by differential leveling
 BP0297.and adjusted by the National Geodetic Survey in 1992..
 BP0297.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0297.rate of 1.1 thru 2.0 mm/km.
 BP0297
 BP0297.The geoid height was determined by GEOID03.
 BP0297
 BP0297.The dynamic height is computed by dividing the NAVD 88
 BP0297.geopotential number by the normal gravity value computed on the
 BP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0297.degrees latitude (g = 980.6199 gals.).
 BP0297
 BP0297.The modeled gravity was interpolated from observed gravity values.
 BP0297
 BP0297;                    North         East    Units  Estimated Accuracy
 BP0297;SPC TXSC     - 4,269,960.      200,900.      MT  (+/- 180 meters Scaled)
 BP0297
 BP0297                          SUPERSEDED SURVEY CONTROL
 BP0297
 BP0297.No superseded survey control is available for this station.
 BP0297
 BP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP784429(NAD 83)
 BP0297_MARKER: DB = BENCH MARK DISK
 BP0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0297+STABILITY: SURFACE MOTION
 BP0297
 BP0297  HISTORY     - Date     Condition        Report By
 BP0297  HISTORY     - UNK      MONUMENTED       CGS
 BP0297  HISTORY     - 1957     MARK NOT FOUND   NGS
 BP0297  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0297
 BP0297                          STATION DESCRIPTION
 BP0297
 BP0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0297'2.6 MI W FROM WARWICK.
 BP0297'ABOUT 2.6 MILES WEST OF WARWICK, BREWSTER CO., ON THE SOUTHERN PACIFIC
 BP0297'RR, AT MILEPOST 570, AND ABOUT 40 FEET NORTH OF THE TRACK.  A STANDARD
 BP0297'DISK, SET IN TOP OF A CONCRETE POST.
 BP0297
 BP0297                          STATION RECOVERY (2001)
 BP0297
 BP0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0297'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0240 ***********************************************************************
 GL0240  DESIGNATION -  C 260
 GL0240  PID         -  GL0240
 GL0240  STATE/COUNTY-  TX/SHERMAN
 GL0240  USGS QUAD   -  STRATFORD (1964)
 GL0240
 GL0240                         *CURRENT SURVEY CONTROL
 GL0240  ___________________________________________________________________
 GL0240* NAD 83(1986)-  36 19 41.     (N)    102 03 44.     (W)     SCALED    
 GL0240* NAVD 88     -      1123.152  (meters)    3684.87   (feet)  ADJUSTED  
 GL0240  ___________________________________________________________________
 GL0240  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 GL0240  DYNAMIC HT  -        1121.911 (meters)    3680.80  (feet)  COMP
 GL0240  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 GL0240
 GL0240  VERT ORDER  -  SECOND    CLASS 0
 GL0240
 GL0240.The horizontal coordinates were scaled from a topographic map and have
 GL0240.an estimated accuracy of +/- 6 seconds.
 GL0240
 GL0240.The orthometric height was determined by differential leveling
 GL0240.and adjusted by the National Geodetic Survey in June 1991..
 GL0240
 GL0240.The geoid height was determined by GEOID03.
 GL0240
 GL0240.The dynamic height is computed by dividing the NAVD 88
 GL0240.geopotential number by the normal gravity value computed on the
 GL0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0240.degrees latitude (g = 980.6199 gals.).
 GL0240
 GL0240.The modeled gravity was interpolated from observed gravity values.
 GL0240
 GL0240;                    North         East    Units  Estimated Accuracy
 GL0240;SPC TX N     - 1,258,420.      149,520.      MT  (+/- 180 meters Scaled)
 GL0240
 GL0240                          SUPERSEDED SURVEY CONTROL
 GL0240
 GL0240  NGVD 29 (??/??/92) 1122.65   (m)         3683.2    (f) COMPUTED    2 0
 GL0240
 GL0240.Superseded values are not recommended for survey control.
 GL0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0240.See file dsdata.txt to determine how the superseded data were derived.
 GL0240
 GL0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA637243(NAD 83)
 GL0240_MARKER: DB = BENCH MARK DISK
 GL0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0240_STAMPING: C 260 1952
 GL0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0240+STABILITY: SURFACE MOTION
 GL0240
 GL0240  HISTORY     - Date     Condition        Report By
 GL0240  HISTORY     - 1952     MONUMENTED       CGS
 GL0240
 GL0240                          STATION DESCRIPTION
 GL0240
 GL0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0240'0.7 MI SE FROM STRATFORD.
 GL0240'0.7 MILE SOUTHEAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND
 GL0240'AND PACIFIC RAILROAD STATION AT STRATFORD, AT A JUNCTION WITH A ROAD
 GL0240'LEADING SOUTH, AT THE SOUTHEAST END OF A LONG CURVE, 49 FEET SOUTH OF
 GL0240'THE CENTER LINE OF THE FARM ROAD, 77 FEET EAST OF THE CENTER LINE OF
 GL0240'THE ROAD LEADING SOUTH, 49 FEET EAST OF A FENCE CORNER, 30 FEET EAST
 GL0240'OF A POWER POLE, 1.2 FEET NORTH OF A FENCE, 1.6 FEET WEST OF A WITNESS
 GL0240'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL0240'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0312 ***********************************************************************
 EM0312  DESIGNATION -  C 261
 EM0312  PID         -  EM0312
 EM0312  STATE/COUNTY-  TX/WILBARGER
 EM0312  USGS QUAD   -  LOCKETT (1990)
 EM0312
 EM0312                         *CURRENT SURVEY CONTROL
 EM0312  ___________________________________________________________________
 EM0312* NAD 83(1986)-  34 04 18.     (N)    099 15 50.     (W)     SCALED    
 EM0312* NAVD 88     -       388.713  (meters)    1275.30   (feet)  ADJUSTED  
 EM0312  ___________________________________________________________________
 EM0312  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 EM0312  DYNAMIC HT  -         388.275 (meters)    1273.87  (feet)  COMP
 EM0312  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 EM0312
 EM0312  VERT ORDER  -  SECOND    CLASS 0
 EM0312
 EM0312.The horizontal coordinates were scaled from a topographic map and have
 EM0312.an estimated accuracy of +/- 6 seconds.
 EM0312
 EM0312.The orthometric height was determined by differential leveling
 EM0312.and adjusted by the National Geodetic Survey in June 1991..
 EM0312
 EM0312.The geoid height was determined by GEOID03.
 EM0312
 EM0312.The dynamic height is computed by dividing the NAVD 88
 EM0312.geopotential number by the normal gravity value computed on the
 EM0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0312.degrees latitude (g = 980.6199 gals.).
 EM0312
 EM0312.The modeled gravity was interpolated from observed gravity values.
 EM0312
 EM0312;                    North         East    Units  Estimated Accuracy
 EM0312;SPC TXNC     - 2,266,960.      529,490.      MT  (+/- 180 meters Scaled)
 EM0312
 EM0312                          SUPERSEDED SURVEY CONTROL
 EM0312
 EM0312  NGVD 29 (??/??/92)  388.576  (m)         1274.85   (f) ADJ UNCH    2 0
 EM0312
 EM0312.Superseded values are not recommended for survey control.
 EM0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0312.See file dsdata.txt to determine how the superseded data were derived.
 EM0312
 EM0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC756701(NAD 83)
 EM0312_MARKER: DB = BENCH MARK DISK
 EM0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0312_STAMPING: C 261 1934
 EM0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0312+STABILITY: SURFACE MOTION
 EM0312
 EM0312  HISTORY     - Date     Condition        Report By
 EM0312  HISTORY     - 1934     MONUMENTED       CGS
 EM0312  HISTORY     - 1957     POOR             NGS
 EM0312
 EM0312                          STATION DESCRIPTION
 EM0312
 EM0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0312'5.4 MI S FROM VERNON.
 EM0312'5.4 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM VERNON, WILBARGER COUNTY,
 EM0312'AT A ROAD CROSSING, 51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 10
 EM0312'YARDS SOUTH OF THE CENTERLINE OF THE ROAD, AND SET IN THE TOP OF A
 EM0312'CONCRETE POST.  NOTE-- THE CONCRETE POST APPEARS TO BE SLIGHTLY TILTED
 EM0312'AND THE DISK HAS BEEN BATTERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0276 ***********************************************************************
 DN0276  DESIGNATION -  C 263
 DN0276  PID         -  DN0276
 DN0276  STATE/COUNTY-  TX/COLLIN
 DN0276  USGS QUAD   -  FRISCO (1981)
 DN0276
 DN0276                         *CURRENT SURVEY CONTROL
 DN0276  ___________________________________________________________________
 DN0276* NAD 83(1986)-  33 09 03.     (N)    096 49 44.     (W)     SCALED    
 DN0276* NAVD 88     -       198.679  (meters)     651.83   (feet)  ADJUSTED  
 DN0276  ___________________________________________________________________
 DN0276  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DN0276  DYNAMIC HT  -         198.459 (meters)     651.11  (feet)  COMP
 DN0276  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 DN0276
 DN0276  VERT ORDER  -  SECOND    CLASS 0
 DN0276
 DN0276.The horizontal coordinates were scaled from a topographic map and have
 DN0276.an estimated accuracy of +/- 6 seconds.
 DN0276
 DN0276.The orthometric height was determined by differential leveling
 DN0276.and adjusted by the National Geodetic Survey in June 1991..
 DN0276
 DN0276.The geoid height was determined by GEOID03.
 DN0276
 DN0276.The dynamic height is computed by dividing the NAVD 88
 DN0276.geopotential number by the normal gravity value computed on the
 DN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0276.degrees latitude (g = 980.6199 gals.).
 DN0276
 DN0276.The modeled gravity was interpolated from observed gravity values.
 DN0276
 DN0276;                    North         East    Units  Estimated Accuracy
 DN0276;SPC TXNC     - 2,165,820.      755,880.      MT  (+/- 180 meters Scaled)
 DN0276
 DN0276                          SUPERSEDED SURVEY CONTROL
 DN0276
 DN0276  NGVD 29 (??/??/92)  198.692  (m)          651.88   (f) ADJ UNCH    2 0
 DN0276
 DN0276.Superseded values are not recommended for survey control.
 DN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0276.See file dsdata.txt to determine how the superseded data were derived.
 DN0276
 DN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB024701(NAD 83)
 DN0276_MARKER: DB = BENCH MARK DISK
 DN0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0276_SP_SET: CONCRETE BASE
 DN0276_STAMPING: C 263 1934
 DN0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0276+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0276
 DN0276  HISTORY     - Date     Condition        Report By
 DN0276  HISTORY     - 1934     MONUMENTED       CGS
 DN0276  HISTORY     - 1950     GOOD             NGS
 DN0276  HISTORY     - 19940707 GOOD             USPSQD
 DN0276  HISTORY     - 20051031 GOOD             BOHAN
 DN0276
 DN0276                          STATION DESCRIPTION
 DN0276
 DN0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0276'IN FRISCO.
 DN0276'AT FRISCO, 151 FEET SOUTH OF THE SOUTHEAST CORNER OF THE ST. LOUIS,
 DN0276'SAN FRANCISCO AND TEXAS RAILROAD STATION, 12.7 FEET WEST OF THE WEST
 DN0276'RAIL OF THE MAIN TRACK, 1.4 FEET ABOVE THE TOP OF THE RAILS, SET IN
 DN0276'THE TOP OF THE EAST SIDE OF THE NORTHEAST CONCRETE BASE OF AN
 DN0276'ABANDONED WATER TOWER.
 DN0276
 DN0276                          STATION RECOVERY (1994)
 DN0276
 DN0276'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0276'RECOVERED IN GOOD CONDITION.
 DN0276
 DN0276                          STATION RECOVERY (2005)
 DN0276
 DN0276'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0519 ***********************************************************************
 DN0519  DESIGNATION -  C 264
 DN0519  PID         -  DN0519
 DN0519  STATE/COUNTY-  TX/GRAYSON
 DN0519  USGS QUAD   -  SHERMAN (1974)
 DN0519
 DN0519                         *CURRENT SURVEY CONTROL
 DN0519  ___________________________________________________________________
 DN0519* NAD 83(1986)-  33 41 00.     (N)    096 34 48.     (W)     SCALED    
 DN0519* NAVD 88     -       234.912  (meters)     770.71   (feet)  ADJUSTED  
 DN0519  ___________________________________________________________________
 DN0519  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DN0519  DYNAMIC HT  -         234.660 (meters)     769.88  (feet)  COMP
 DN0519  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 DN0519
 DN0519  VERT ORDER  -  SECOND    CLASS 0
 DN0519
 DN0519.The horizontal coordinates were scaled from a topographic map and have
 DN0519.an estimated accuracy of +/- 6 seconds.
 DN0519
 DN0519.The orthometric height was determined by differential leveling
 DN0519.and adjusted by the National Geodetic Survey in June 1991..
 DN0519.WARNING-Repeat measurements at this control monument indicate possible
 DN0519.vertical movement.
 DN0519
 DN0519.The geoid height was determined by GEOID03.
 DN0519
 DN0519.The dynamic height is computed by dividing the NAVD 88
 DN0519.geopotential number by the normal gravity value computed on the
 DN0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0519.degrees latitude (g = 980.6199 gals.).
 DN0519
 DN0519.The modeled gravity was interpolated from observed gravity values.
 DN0519
 DN0519;                    North         East    Units  Estimated Accuracy
 DN0519;SPC TXNC     - 2,225,260.      778,010.      MT  (+/- 180 meters Scaled)
 DN0519
 DN0519                          SUPERSEDED SURVEY CONTROL
 DN0519
 DN0519  NGVD 29 (??/??/92)  234.886  (m)          770.62   (f) ADJ UNCH    2 0
 DN0519
 DN0519.Superseded values are not recommended for survey control.
 DN0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0519.See file dsdata.txt to determine how the superseded data were derived.
 DN0519
 DN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC243296(NAD 83)
 DN0519_MARKER: DB = BENCH MARK DISK
 DN0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0519_STAMPING: C 264 1934
 DN0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0519+STABILITY: SURFACE MOTION
 DN0519
 DN0519  HISTORY     - Date     Condition        Report By
 DN0519  HISTORY     - 1934     MONUMENTED       CGS
 DN0519  HISTORY     - 1952     GOOD             NGS
 DN0519
 DN0519                          STATION DESCRIPTION
 DN0519
 DN0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0519'3.6 MI N FROM SHERMAN.
 DN0519'3.6 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 DN0519'UNION STATION AT SHERMAN, 0.1 MILE SOUTH OF A PRIVATE ROAD CROSSING,
 DN0519'138 FEET NORTHEAST OF MILEPOST 332, 47 FEET EAST OF THE EAST RAIL, 9.5
 DN0519'FEET NORTHEAST OF A TELEPHONE POLE, 3 FEET SOUTH OF A WITNESS POST,
 DN0519'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 DN0519'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0201 ***********************************************************************
 DN0201  DESIGNATION -  C 265
 DN0201  PID         -  DN0201
 DN0201  STATE/COUNTY-  TX/HUNT
 DN0201  USGS QUAD   -  FARMERSVILLE (1962)
 DN0201
 DN0201                         *CURRENT SURVEY CONTROL
 DN0201  ___________________________________________________________________
 DN0201* NAD 83(1993)-  33 09 05.15698(N)    096 16 06.38105(W)     ADJUSTED  
 DN0201* NAVD 88     -       179.767  (meters)     589.79   (feet)  ADJUSTED  
 DN0201  ___________________________________________________________________
 DN0201  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DN0201  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0201  DYNAMIC HT  -         179.571 (meters)     589.14  (feet)  COMP
 DN0201  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 DN0201
 DN0201  HORZ ORDER  -  SECOND
 DN0201  VERT ORDER  -  SECOND    CLASS 0
 DN0201
 DN0201.The horizontal coordinates were established by classical geodetic methods
 DN0201.and adjusted by the National Geodetic Survey in February 1996..
 DN0201
 DN0201.The orthometric height was determined by differential leveling
 DN0201.and adjusted by the National Geodetic Survey in June 1991..
 DN0201
 DN0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0201
 DN0201.The geoid height was determined by GEOID03.
 DN0201
 DN0201.The dynamic height is computed by dividing the NAVD 88
 DN0201.geopotential number by the normal gravity value computed on the
 DN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0201.degrees latitude (g = 980.6199 gals.).
 DN0201
 DN0201.The modeled gravity was interpolated from observed gravity values.
 DN0201
 DN0201;                    North         East     Units Scale Factor Converg.
 DN0201;SPC TXNC     - 2,166,856.336   808,147.688   MT  0.99987413   +1 13 01.5
 DN0201;SPC TXNC     - 7,109,094.50  2,651,397.87   sFT  0.99987413   +1 13 01.5
 DN0201;UTM  14      - 3,671,397.606   754,773.322   MT  1.00040038   +1 29 40.4
 DN0201
 DN0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0201!SPC TXNC     -   0.99997578  x   0.99987413  =   0.99984991
 DN0201!UTM  14      -   0.99997578  x   1.00040038  =   1.00037615
 DN0201
 DN0201                          SUPERSEDED SURVEY CONTROL
 DN0201
 DN0201  NAD 83(1993)-  33 09 05.16000(N)    096 16 06.37504(W) AD(       ) 2
 DN0201  NAD 83(1986)-  33 09 05.16394(N)    096 16 06.36773(W) AD(       ) 2
 DN0201  NAD 27      -  33 09 04.74800(N)    096 16 05.44500(W) AD(       ) 2
 DN0201  NGVD 29 (??/??/92)  179.740  (m)          589.70   (f) ADJ UNCH    2 0
 DN0201
 DN0201.Superseded values are not recommended for survey control.
 DN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0201.See file dsdata.txt to determine how the superseded data were derived.
 DN0201
 DN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5477371398(NAD 83)
 DN0201_MARKER: DB = BENCH MARK DISK
 DN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0201_STAMPING: C 265 1934
 DN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0201+STABILITY: SURFACE MOTION
 DN0201
 DN0201  HISTORY     - Date     Condition        Report By
 DN0201  HISTORY     - 1950     MONUMENTED       CGS
 DN0201  HISTORY     - 1954     GOOD             NGS
 DN0201  HISTORY     - 1957     GOOD             CGS
 DN0201  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN0201
 DN0201                          STATION DESCRIPTION
 DN0201
 DN0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DN0201'STATION IS LOCATED ABOUT 9 MILES WEST OF GREENVILLE AND 5
 DN0201'MILES EAST OF FARMERSVILLE ON THE RIGHT OF WAY OF STATE
 DN0201'HIGHWAY 24.  STATION IS 49 FEET NORTH OF THE CENTERLINE
 DN0201'OF HIGHWAY, 33 FEET SOUTH OF RAILROAD TRACK, 27 FEET WEST
 DN0201'OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AND 2.5 FEET
 DN0201'NORTH OF WITNESS POST.  THE MARK IS AN 8 X 8 CONCRETE BLOCK,
 DN0201'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED C 265 1934.
 DN0201'
 DN0201'THE TRAVERSE DISTANCE FROM TRIANGULATION STATION WEST TO
 DN0201'BENCH MARK IS 546.077 METERS (1791.59 FEET).
 DN0201'
 DN0201'TO REACH FROM THE POST OFFICE IN GREENVILLE GO WEST ON STATE
 DN0201'HIGHWAY 24 FOR 9.5 MILES TO STATION ON RIGHT OR NORTH SIDE
 DN0201'OF HIGHWAY AS DESCRIBED.
 DN0201
 DN0201                          STATION RECOVERY (1954)
 DN0201
 DN0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DN0201'1.35 MI W FROM FLOYD.
 DN0201'1.35 MILES WEST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0201'THE STATION SIGN AT FLOYD, 0.1 MILE WEST OF A JUNCTION WITH FARM ROAD
 DN0201'36, 150 FEET SOUTH OF THE SOUTHEAST CORNER OF A FARMHOUSE, 37 FEET
 DN0201'SOUTH OF THE SOUTH RAIL, 51 FEET NORTH OF THE CENTER LINE OF STATE
 DN0201'HIGHWAY 24, 2 FEET SOUTH OF A WITNESS POST, 4 FEET BELOW THE TOP OF
 DN0201'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 DN0201'ABOVE THE GROUND.  NOTE-- THIS MARK WAS USED AS THE AZIMUTH MARK FOR
 DN0201'TRIANGULATION STATION WEST 1950.
 DN0201
 DN0201                          STATION RECOVERY (1957)
 DN0201
 DN0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DN0201'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN0201'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN0201
 DN0201                          STATION RECOVERY (1994)
 DN0201
 DN0201'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0540 ***********************************************************************
 CR0540  DESIGNATION -  C 267
 CR0540  PID         -  CR0540
 CR0540  STATE/COUNTY-  TX/HENDERSON
 CR0540  USGS QUAD   -  COON CREEK LAKE (1984)
 CR0540
 CR0540                         *CURRENT SURVEY CONTROL
 CR0540  ___________________________________________________________________
 CR0540* NAD 83(1986)-  32 05 54.     (N)    095 48 27.     (W)     SCALED    
 CR0540* NAVD 88     -       116.366  (meters)     381.78   (feet)  ADJUSTED  
 CR0540  ___________________________________________________________________
 CR0540  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CR0540  DYNAMIC HT  -         116.230 (meters)     381.33  (feet)  COMP
 CR0540  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 CR0540
 CR0540  VERT ORDER  -  SECOND    CLASS 0
 CR0540
 CR0540.The horizontal coordinates were scaled from a topographic map and have
 CR0540.an estimated accuracy of +/- 6 seconds.
 CR0540
 CR0540.The orthometric height was determined by differential leveling
 CR0540.and adjusted by the National Geodetic Survey in June 1991..
 CR0540
 CR0540.The geoid height was determined by GEOID03.
 CR0540
 CR0540.The dynamic height is computed by dividing the NAVD 88
 CR0540.geopotential number by the normal gravity value computed on the
 CR0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0540.degrees latitude (g = 980.6199 gals.).
 CR0540
 CR0540.The modeled gravity was interpolated from observed gravity values.
 CR0540
 CR0540;                    North         East    Units  Estimated Accuracy
 CR0540;SPC TXNC     - 2,051,130.      854,130.      MT  (+/- 180 meters Scaled)
 CR0540
 CR0540                          SUPERSEDED SURVEY CONTROL
 CR0540
 CR0540  NGVD 29 (??/??/92)  116.366  (m)          381.78   (f) ADJ UNCH    2 0
 CR0540
 CR0540.Superseded values are not recommended for survey control.
 CR0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0540.See file dsdata.txt to determine how the superseded data were derived.
 CR0540
 CR0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR350547(NAD 83)
 CR0540_MARKER: DB = BENCH MARK DISK
 CR0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0540_STAMPING: C 267 1934
 CR0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0540+STABILITY: SURFACE MOTION
 CR0540
 CR0540  HISTORY     - Date     Condition        Report By
 CR0540  HISTORY     - 1934     MONUMENTED       CGS
 CR0540  HISTORY     - 1947     GOOD             NGS
 CR0540
 CR0540                          STATION DESCRIPTION
 CR0540
 CR0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0540'7.6 MI S FROM ATHENS.
 CR0540'7.6 MILES SOUTH ALONG STATE HIGHWAY NO. 19 FROM THE COURT HOUSE AT
 CR0540'ATHENS, 0.6 MILE NORTH OF THE JUNCTION OF A DIRT ROAD LEADING WEST TO
 CR0540'THE KOON KREEK KLUB, AT THE JUNCTION OF A SMALL DIRT ROAD LEADING
 CR0540'EAST, 52.0 FEET EAST OF THE CENTER OF THE HIGHWAY, 19.0 FEET NORTH OF
 CR0540'A POWER LINE POLE, 12.0 FEET SOUTH OF THE CENTER OF A SMALL DIRT ROAD,
 CR0540'5.0 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 2.0 FEET NORTH OF A
 CR0540'REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE HIGHWAY
 CR0540'AND PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0773 ***********************************************************************
 CR0773  DESIGNATION -  C 268
 CR0773  PID         -  CR0773
 CR0773  STATE/COUNTY-  TX/HENDERSON
 CR0773  USGS QUAD   -  ATHENS (1984)
 CR0773
 CR0773                         *CURRENT SURVEY CONTROL
 CR0773  ___________________________________________________________________
 CR0773* NAD 83(1986)-  32 14 54.     (N)    095 48 58.     (W)     SCALED    
 CR0773* NAVD 88     -       144.781  (meters)     475.00   (feet)  ADJUSTED  
 CR0773  ___________________________________________________________________
 CR0773  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CR0773  DYNAMIC HT  -         144.612 (meters)     474.45  (feet)  COMP
 CR0773  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 CR0773
 CR0773  VERT ORDER  -  SECOND    CLASS 0
 CR0773
 CR0773.The horizontal coordinates were scaled from a topographic map and have
 CR0773.an estimated accuracy of +/- 6 seconds.
 CR0773
 CR0773.The orthometric height was determined by differential leveling
 CR0773.and adjusted by the National Geodetic Survey in June 1991..
 CR0773
 CR0773.The geoid height was determined by GEOID03.
 CR0773
 CR0773.The dynamic height is computed by dividing the NAVD 88
 CR0773.geopotential number by the normal gravity value computed on the
 CR0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0773.degrees latitude (g = 980.6199 gals.).
 CR0773
 CR0773.The modeled gravity was interpolated from observed gravity values.
 CR0773
 CR0773;                    North         East    Units  Estimated Accuracy
 CR0773;SPC TXNC     - 2,067,730.      852,890.      MT  (+/- 180 meters Scaled)
 CR0773
 CR0773                          SUPERSEDED SURVEY CONTROL
 CR0773
 CR0773  NGVD 29 (??/??/92)  144.789  (m)          475.03   (f) ADJ UNCH    2 0
 CR0773
 CR0773.Superseded values are not recommended for survey control.
 CR0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0773.See file dsdata.txt to determine how the superseded data were derived.
 CR0773
 CR0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR346714(NAD 83)
 CR0773_MARKER: DB = BENCH MARK DISK
 CR0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0773_STAMPING: C 268 1934
 CR0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0773+STABILITY: SURFACE MOTION
 CR0773
 CR0773  HISTORY     - Date     Condition        Report By
 CR0773  HISTORY     - 1934     MONUMENTED       CGS
 CR0773  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0773
 CR0773                          STATION DESCRIPTION
 CR0773
 CR0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0773'4.1 MI NE FROM ATHENS.
 CR0773'4.1 MILES NE OF AND ALONG THE ST. L AND S W RR 31 YARDS E OF TRACK. 47
 CR0773'YARDS SE OF MILE POST 580.  3 FEET W OF FENCE.  180 YARDS N OF PRIVATE
 CR0773'CROSSING.
 CR0773
 CR0773                          STATION RECOVERY (1977)
 CR0773
 CR0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1806 ***********************************************************************
 CS1806  DESIGNATION -  C 269
 CS1806  PID         -  CS1806
 CS1806  STATE/COUNTY-  TX/TARRANT
 CS1806  USGS QUAD   -  KENNEDALE (1981)
 CS1806
 CS1806                         *CURRENT SURVEY CONTROL
 CS1806  ___________________________________________________________________
 CS1806* NAD 83(1986)-  32 43 42.     (N)    097 11 34.     (W)     SCALED    
 CS1806* NAVD 88     -       155.394  (meters)     509.82   (feet)  ADJUSTED  
 CS1806  ___________________________________________________________________
 CS1806  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CS1806  DYNAMIC HT  -         155.213 (meters)     509.23  (feet)  COMP
 CS1806  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 CS1806
 CS1806  VERT ORDER  -  FIRST     CLASS II
 CS1806
 CS1806.The horizontal coordinates were scaled from a topographic map and have
 CS1806.an estimated accuracy of +/- 6 seconds.
 CS1806
 CS1806.The orthometric height was determined by differential leveling
 CS1806.and adjusted by the National Geodetic Survey in June 1991..
 CS1806.WARNING-Repeat measurements at this control monument indicate possible
 CS1806.vertical movement.
 CS1806
 CS1806.The geoid height was determined by GEOID03.
 CS1806
 CS1806.The dynamic height is computed by dividing the NAVD 88
 CS1806.geopotential number by the normal gravity value computed on the
 CS1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1806.degrees latitude (g = 980.6199 gals.).
 CS1806
 CS1806.The modeled gravity was interpolated from observed gravity values.
 CS1806
 CS1806;                    North         East    Units  Estimated Accuracy
 CS1806;SPC TXNC     - 2,118,490.      722,520.      MT  (+/- 180 meters Scaled)
 CS1806
 CS1806                          SUPERSEDED SURVEY CONTROL
 CS1806
 CS1806  NGVD 29 (??/??/92)  155.387  (m)          509.80   (f) ADJ UNCH    1 2
 CS1806
 CS1806.Superseded values are not recommended for survey control.
 CS1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1806.See file dsdata.txt to determine how the superseded data were derived.
 CS1806
 CS1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB693226(NAD 83)
 CS1806_MARKER: DB = BENCH MARK DISK
 CS1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1806_STAMPING: C 269 1934
 CS1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1806+STABILITY: SURFACE MOTION
 CS1806
 CS1806  HISTORY     - Date     Condition        Report By
 CS1806  HISTORY     - 1934     MONUMENTED       CGS
 CS1806  HISTORY     - 1963     GOOD             NGS
 CS1806  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1806  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1806
 CS1806                          STATION DESCRIPTION
 CS1806
 CS1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1806'1.5 MI E FROM HANDLEY.
 CS1806'1.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE POST
 CS1806'OFFICE AT HANDLEY, TARRANT COUNTY, 0.2 MILE EAST OF THE PIKE DRIVE IN
 CS1806'THEATER, AT A PRIVATE ROAD CROSSING, 52 FEET SOUTH OF THE SOUTH RAIL
 CS1806'OF THE SOUTH TRACK, 32 FEET WEST OF THE CENTER LINE OF THE PRIVATE
 CS1806'GRAVEL ROAD, 6.4 FEET NORTH OF A FENCE, 4 FEET WEST OF A POLE, 1 FOOT
 CS1806'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 5 FEET LOWER THAN THE
 CS1806'TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 269 1934 AND SET IN THE
 CS1806'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.  NOTE-- 2
 CS1806'FEET WEST OF THE TELEGRAPH POLE AND THE WITNESS POST IS GONE.  THIS
 CS1806'BENCH MARK WAS REACHED FROM THE INTERSECTION OF U. S. HIGHWAY 80 AND
 CS1806'HANDLEY DRIVE IN HANDLEY BY GOING EAST ALONG U.S. HIGHWAY 80 FOR 1.5
 CS1806'MILES TO MARK ON THE RIGHT.
 CS1806
 CS1806                          STATION RECOVERY (1986)
 CS1806
 CS1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1806'MARK NOT FOUND.
 CS1806
 CS1806                          STATION RECOVERY (1989)
 CS1806
 CS1806'RECOVERY NOTE BY US POWER SQUADRON 1989 (CDS)
 CS1806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0041 ***********************************************************************
 BP0041  DESIGNATION -  C 27
 BP0041  PID         -  BP0041
 BP0041  STATE/COUNTY-  TX/TERRELL
 BP0041  USGS QUAD   -  SANDERSON (1969)
 BP0041
 BP0041                         *CURRENT SURVEY CONTROL
 BP0041  ___________________________________________________________________
 BP0041* NAD 83(1986)-  30 08 41.     (N)    102 25 59.     (W)     SCALED    
 BP0041* NAVD 88     -       870.288  (meters)    2855.27   (feet)  POSTED    
 BP0041  ___________________________________________________________________
 BP0041  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BP0041  DYNAMIC HT  -         868.940 (meters)    2850.85  (feet)  COMP
 BP0041  MODELED GRAV-     979,066.0   (mgal)                       NAVD 88
 BP0041
 BP0041  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0041
 BP0041.The horizontal coordinates were scaled from a topographic map and have
 BP0041.an estimated accuracy of +/- 6 seconds.
 BP0041
 BP0041.The orthometric height was determined by differential leveling
 BP0041.and adjusted by the National Geodetic Survey in 1992..
 BP0041.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0041.rate of 0.0 thru 1.0 mm/km.
 BP0041
 BP0041.The geoid height was determined by GEOID03.
 BP0041
 BP0041.The dynamic height is computed by dividing the NAVD 88
 BP0041.geopotential number by the normal gravity value computed on the
 BP0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0041.degrees latitude (g = 980.6199 gals.).
 BP0041
 BP0041.The modeled gravity was interpolated from observed gravity values.
 BP0041
 BP0041;                    North         East    Units  Estimated Accuracy
 BP0041;SPC TXSC     - 4,261,030.      269,300.      MT  (+/- 180 meters Scaled)
 BP0041
 BP0041                          SUPERSEDED SURVEY CONTROL
 BP0041
 BP0041  NGVD 29 (??/??/92)  870.01   (m)         2854.4    (f) COMPUTED    1 2
 BP0041
 BP0041.Superseded values are not recommended for survey control.
 BP0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0041.See file dsdata.txt to determine how the superseded data were derived.
 BP0041
 BP0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP472376(NAD 83)
 BP0041_MARKER: DB = BENCH MARK DISK
 BP0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0041_STAMPING: C 27 1917
 BP0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0041+STABILITY: SURFACE MOTION
 BP0041
 BP0041  HISTORY     - Date     Condition        Report By
 BP0041  HISTORY     - 1917     MONUMENTED       CGS
 BP0041  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0041
 BP0041                          STATION DESCRIPTION
 BP0041
 BP0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0041'2.0 MI E FROM GAVILAN.
 BP0041'ABOUT 2 MILES EAST OF GAVILAN, TERRELL COUNTY, ON THE SOUTHERN PACIFIC
 BP0041'RAILROAD, ABOUT 60 FEET SOUTH OF MILEPOST 518, AND ABOUT 85 FEET SOUTH
 BP0041'OF THE TRACK.  A STANDARD DISK STAMPED C 27 1917 2854.49, AND SET IN
 BP0041'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0426 ***********************************************************************
 DO0426  DESIGNATION -  C 271
 DO0426  PID         -  DO0426
 DO0426  STATE/COUNTY-  TX/BAYLOR
 DO0426  USGS QUAD   -  ROCK CANYON (1981)
 DO0426
 DO0426                         *CURRENT SURVEY CONTROL
 DO0426  ___________________________________________________________________
 DO0426* NAD 83(1986)-  33 26 09.     (N)    099 13 54.     (W)     SCALED    
 DO0426* NAVD 88     -       409.926  (meters)    1344.90   (feet)  ADJUSTED  
 DO0426  ___________________________________________________________________
 DO0426  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DO0426  DYNAMIC HT  -         409.448 (meters)    1343.33  (feet)  COMP
 DO0426  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 DO0426
 DO0426  VERT ORDER  -  SECOND    CLASS 0
 DO0426
 DO0426.The horizontal coordinates were scaled from a topographic map and have
 DO0426.an estimated accuracy of +/- 6 seconds.
 DO0426
 DO0426.The orthometric height was determined by differential leveling
 DO0426.and adjusted by the National Geodetic Survey in June 1991..
 DO0426
 DO0426.The geoid height was determined by GEOID03.
 DO0426
 DO0426.The dynamic height is computed by dividing the NAVD 88
 DO0426.geopotential number by the normal gravity value computed on the
 DO0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0426.degrees latitude (g = 980.6199 gals.).
 DO0426
 DO0426.The modeled gravity was interpolated from observed gravity values.
 DO0426
 DO0426;                    North         East    Units  Estimated Accuracy
 DO0426;SPC TXNC     - 2,196,420.      531,970.      MT  (+/- 180 meters Scaled)
 DO0426
 DO0426                          SUPERSEDED SURVEY CONTROL
 DO0426
 DO0426  NGVD 29 (??/??/92)  409.806  (m)         1344.51   (f) ADJ UNCH    2 0
 DO0426
 DO0426.Superseded values are not recommended for survey control.
 DO0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0426.See file dsdata.txt to determine how the superseded data were derived.
 DO0426
 DO0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB784996(NAD 83)
 DO0426_MARKER: DB = BENCH MARK DISK
 DO0426_SETTING: 66 = SET IN ROCK OUTCROP
 DO0426_SP_SET: OUTCROP
 DO0426_STAMPING: C-271 1934
 DO0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0426+STABILITY: POSITION/ELEVATION WELL
 DO0426
 DO0426  HISTORY     - Date     Condition        Report By
 DO0426  HISTORY     - 1934     MONUMENTED       CGS
 DO0426  HISTORY     - 1965     GOOD             USGS
 DO0426
 DO0426                          STATION DESCRIPTION
 DO0426
 DO0426'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0426'11.95 MI SW FROM SEYMOUR.
 DO0426'11.95 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 283 FROM THE COURT HOUSE
 DO0426'IN SEYMOUR, TEXAS.  19.00 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 283
 DO0426'FROM THE JUNCTION OF U.S. 283 AND STATE 24 IN THROCKMORTON TEXAS.  93
 DO0426'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 210 FEET SOUTH OF A
 DO0426'T-FENCE AND REA POWER LINE EAST.  A STANDARD DISK SET IN A LIMESTONE
 DO0426'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2348 ***********************************************************************
 CS2348  DESIGNATION -  C 272
 CS2348  PID         -  CS2348
 CS2348  STATE/COUNTY-  TX/PARKER
 CS2348  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2348
 CS2348                         *CURRENT SURVEY CONTROL
 CS2348  ___________________________________________________________________
 CS2348* NAD 83(1986)-  32 47 47.     (N)    097 50 59.     (W)     SCALED    
 CS2348* NAVD 88     -       343.565  (meters)    1127.18   (feet)  ADJUSTED  
 CS2348  ___________________________________________________________________
 CS2348  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CS2348  DYNAMIC HT  -         343.143 (meters)    1125.80  (feet)  COMP
 CS2348  MODELED GRAV-     979,402.3   (mgal)                       NAVD 88
 CS2348
 CS2348  VERT ORDER  -  FIRST     CLASS II
 CS2348
 CS2348.The horizontal coordinates were scaled from a topographic map and have
 CS2348.an estimated accuracy of +/- 6 seconds.
 CS2348
 CS2348.The orthometric height was determined by differential leveling
 CS2348.and adjusted by the National Geodetic Survey in June 1991..
 CS2348
 CS2348.The geoid height was determined by GEOID03.
 CS2348
 CS2348.The dynamic height is computed by dividing the NAVD 88
 CS2348.geopotential number by the normal gravity value computed on the
 CS2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2348.degrees latitude (g = 980.6199 gals.).
 CS2348
 CS2348.The modeled gravity was interpolated from observed gravity values.
 CS2348
 CS2348;                    North         East    Units  Estimated Accuracy
 CS2348;SPC TXNC     - 2,125,460.      660,900.      MT  (+/- 180 meters Scaled)
 CS2348
 CS2348                          SUPERSEDED SURVEY CONTROL
 CS2348
 CS2348  NGVD 29 (??/??/92)  343.469  (m)         1126.86   (f) ADJ UNCH    1 2
 CS2348
 CS2348.Superseded values are not recommended for survey control.
 CS2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2348.See file dsdata.txt to determine how the superseded data were derived.
 CS2348
 CS2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB077293(NAD 83)
 CS2348_MARKER: DB = BENCH MARK DISK
 CS2348_SETTING: 66 = SET IN ROCK OUTCROP
 CS2348_SP_SET: ROCK OUTCROP
 CS2348_STAMPING: C 272 1934 1126.937
 CS2348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2348+STABILITY: POSITION/ELEVATION WELL
 CS2348
 CS2348  HISTORY     - Date     Condition        Report By
 CS2348  HISTORY     - 1934     MONUMENTED       CGS
 CS2348  HISTORY     - 1952     GOOD             NGS
 CS2348
 CS2348                          STATION DESCRIPTION
 CS2348
 CS2348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2348'4.0 MI NW FROM WEATHERFORD.
 CS2348'ABOUT 4 MILES NORTHWEST ALONG THE WEATHERFORD, MINERAL WELLS AND
 CS2348'NORTHERNWESTERN RAILWAY (T. AND P.) FROM THE DEPOT IN WEATHERFORD, 34
 CS2348'YARDS WEST OF M.P. 4, ABOUT 70 YARDS SOUTHWEST OF THE CENTERLINE OF
 CS2348'THE TRACKS AND 18 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, IN A
 CS2348'PASTURE.  A STANDARD DISK SET IN A ROCK OUTCROP AT ABOUT THE SAME
 CS2348'ELEVATION AS THE TRACKS.  IT IS ABOUT 1/4 MILE NORTHWEST OF A BRIDGE
 CS2348'AND A CURVE.  NOTE-- TO REACH FROM WEATHERFORD.  GO WEST ON THE
 CS2348'HIGHWAY 1.4 MILES.  THEN TAKE A RIGHT FORK OFF THE HIGHWAY AND GO
 CS2348'NORTHWEST ON A COUNTY ROAD ABOUT 2.5 MILES TO THE CROSSING OF THE MAIN
 CS2348'LINE OF THE T. AND P.R.R.  CROSS THE TRACKS AND CONTINUE NORTH AND
 CS2348'WEST 1.0 MILE TO A RANCH ROAD AND A GATE ON THE RIGHT.  GO THROUGH THE
 CS2348'GATE AND FOLLOW THE ROAD TO THE BUILDING AREA AND CONTINUE THROUGH THE
 CS2348'PASTURE ON A RANCH ROAD ABOUT 1 MILE TO THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0287 ***********************************************************************
 CT0287  DESIGNATION -  C 273
 CT0287  PID         -  CT0287
 CT0287  STATE/COUNTY-  TX/STEPHENS
 CT0287  USGS QUAD   -  CADDO (1982)
 CT0287
 CT0287                         *CURRENT SURVEY CONTROL
 CT0287  ___________________________________________________________________
 CT0287* NAD 83(1986)-  32 43 24.     (N)    098 41 14.     (W)     SCALED    
 CT0287* NAVD 88     -       414.792  (meters)    1360.86   (feet)  ADJUSTED  
 CT0287  ___________________________________________________________________
 CT0287  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CT0287  DYNAMIC HT  -         414.271 (meters)    1359.15  (feet)  COMP
 CT0287  MODELED GRAV-     979,370.8   (mgal)                       NAVD 88
 CT0287
 CT0287  VERT ORDER  -  SECOND    CLASS 0
 CT0287
 CT0287.The horizontal coordinates were scaled from a topographic map and have
 CT0287.an estimated accuracy of +/- 6 seconds.
 CT0287
 CT0287.The orthometric height was determined by differential leveling
 CT0287.and adjusted by the National Geodetic Survey in June 1991..
 CT0287
 CT0287.The geoid height was determined by GEOID03.
 CT0287
 CT0287.The dynamic height is computed by dividing the NAVD 88
 CT0287.geopotential number by the normal gravity value computed on the
 CT0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0287.degrees latitude (g = 980.6199 gals.).
 CT0287
 CT0287.The modeled gravity was interpolated from observed gravity values.
 CT0287
 CT0287;                    North         East    Units  Estimated Accuracy
 CT0287;SPC TXNC     - 2,117,190.      582,450.      MT  (+/- 180 meters Scaled)
 CT0287
 CT0287                          SUPERSEDED SURVEY CONTROL
 CT0287
 CT0287  NGVD 29 (??/??/92)  414.686  (m)         1360.52   (f) ADJ UNCH    2 0
 CT0287
 CT0287.Superseded values are not recommended for survey control.
 CT0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0287.See file dsdata.txt to determine how the superseded data were derived.
 CT0287
 CT0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB293206(NAD 83)
 CT0287_MARKER: DB = BENCH MARK DISK
 CT0287_SETTING: 66 = SET IN ROCK OUTCROP
 CT0287_SP_SET: ROCK OUTCROP
 CT0287_STAMPING: C 273 1934
 CT0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0287+STABILITY: POSITION/ELEVATION WELL
 CT0287
 CT0287  HISTORY     - Date     Condition        Report By
 CT0287  HISTORY     - 1934     MONUMENTED       CGS
 CT0287  HISTORY     - 1957     GOOD             NGS
 CT0287  HISTORY     - 1967     MARK NOT FOUND   USGS
 CT0287
 CT0287                          STATION DESCRIPTION
 CT0287
 CT0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0287'1.4 MI W FROM CADDO.
 CT0287'1.4 MILES WEST ALONG U.S. HIGHWAY 180, FROM CADDO, STEPHENS COUNTY, 75
 CT0287'YARDS EAST OF A CONCRETE CULVERT, 39 YARDS NORTHEAST OF THE CENTERLINE
 CT0287'OF THE HIGHWAY, 50 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND IN
 CT0287'THE TOP OF A ROCK OUTCROP MARKED WITH A PYRAMID OF ROCKS.
 CT0287
 CT0287                          STATION RECOVERY (1967)
 CT0287
 CT0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CT0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0240 ***********************************************************************
 CT0240  DESIGNATION -  C 274
 CT0240  PID         -  CT0240
 CT0240  STATE/COUNTY-  TX/COMANCHE
 CT0240  USGS QUAD   -  DUSTER (1969)
 CT0240
 CT0240                         *CURRENT SURVEY CONTROL
 CT0240  ___________________________________________________________________
 CT0240* NAD 83(1986)-  32 07 21.     (N)    098 42 57.     (W)     SCALED    
 CT0240* NAVD 88     -       442.223  (meters)    1450.86   (feet)  ADJUSTED  
 CT0240  ___________________________________________________________________
 CT0240  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CT0240  DYNAMIC HT  -         441.657 (meters)    1449.00  (feet)  COMP
 CT0240  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 CT0240
 CT0240  VERT ORDER  -  SECOND    CLASS 0
 CT0240
 CT0240.The horizontal coordinates were scaled from a topographic map and have
 CT0240.an estimated accuracy of +/- 6 seconds.
 CT0240
 CT0240.The orthometric height was determined by differential leveling
 CT0240.and adjusted by the National Geodetic Survey in June 1991..
 CT0240
 CT0240.The geoid height was determined by GEOID03.
 CT0240
 CT0240.The dynamic height is computed by dividing the NAVD 88
 CT0240.geopotential number by the normal gravity value computed on the
 CT0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0240.degrees latitude (g = 980.6199 gals.).
 CT0240
 CT0240.The modeled gravity was interpolated from observed gravity values.
 CT0240
 CT0240;                    North         East    Units  Estimated Accuracy
 CT0240;SPC TX C     - 3,273,370.      852,650.      MT  (+/- 180 meters Scaled)
 CT0240
 CT0240                          SUPERSEDED SURVEY CONTROL
 CT0240
 CT0240  NGVD 29 (??/??/92)  442.114  (m)         1450.50   (f) ADJ UNCH    2 0
 CT0240
 CT0240.Superseded values are not recommended for survey control.
 CT0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0240.See file dsdata.txt to determine how the superseded data were derived.
 CT0240
 CT0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA268540(NAD 83)
 CT0240_MARKER: DB = BENCH MARK DISK
 CT0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0240_STAMPING: C 274 1934
 CT0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0240+STABILITY: SURFACE MOTION
 CT0240
 CT0240  HISTORY     - Date     Condition        Report By
 CT0240  HISTORY     - 1934     MONUMENTED       CGS
 CT0240  HISTORY     - 1970     MARK NOT FOUND   USGS
 CT0240
 CT0240                          STATION DESCRIPTION
 CT0240
 CT0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0240'4.8 MI NE FROM SIPE SPRINGS.
 CT0240'4.8 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0240'FROM THE STATION AT SIPE SPRINGS, COMANCHE COUNTY, 0.5 MILE EAST OF
 CT0240'MILEPOST 12, 0.3 MILE WEST OF A ROAD CROSSING, AND 48 FEET NORTH OF
 CT0240'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 274 1934 AND
 CT0240'SET IN THE TOP OF A CONCRETE POST.
 CT0240
 CT0240                          STATION RECOVERY (1970)
 CT0240
 CT0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CT0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0409 ***********************************************************************
 CA0409  DESIGNATION -  C 275
 CA0409  PID         -  CA0409
 CA0409  STATE/COUNTY-  TX/COLEMAN
 CA0409  USGS QUAD   -  COLEMAN NE (1987)
 CA0409
 CA0409                         *CURRENT SURVEY CONTROL
 CA0409  ___________________________________________________________________
 CA0409* NAD 83(1986)-  31 55 22.     (N)    099 19 12.     (W)     SCALED    
 CA0409* NAVD 88     -       472.975  (meters)    1551.75   (feet)  ADJUSTED  
 CA0409  ___________________________________________________________________
 CA0409  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CA0409  DYNAMIC HT  -         472.359 (meters)    1549.73  (feet)  COMP
 CA0409  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 CA0409
 CA0409  VERT ORDER  -  SECOND    CLASS 0
 CA0409
 CA0409.The horizontal coordinates were scaled from a topographic map and have
 CA0409.an estimated accuracy of +/- 6 seconds.
 CA0409
 CA0409.The orthometric height was determined by differential leveling
 CA0409.and adjusted by the National Geodetic Survey in June 1991..
 CA0409
 CA0409.The geoid height was determined by GEOID03.
 CA0409
 CA0409.The dynamic height is computed by dividing the NAVD 88
 CA0409.geopotential number by the normal gravity value computed on the
 CA0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0409.degrees latitude (g = 980.6199 gals.).
 CA0409
 CA0409.The modeled gravity was interpolated from observed gravity values.
 CA0409
 CA0409;                    North         East    Units  Estimated Accuracy
 CA0409;SPC TX C     - 3,250,550.      795,830.      MT  (+/- 180 meters Scaled)
 CA0409
 CA0409                          SUPERSEDED SURVEY CONTROL
 CA0409
 CA0409  NGVD 29 (??/??/92)  472.852  (m)         1551.35   (f) ADJ UNCH    2 0
 CA0409
 CA0409.Superseded values are not recommended for survey control.
 CA0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0409.See file dsdata.txt to determine how the superseded data were derived.
 CA0409
 CA0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA697319(NAD 83)
 CA0409_MARKER: DB = BENCH MARK DISK
 CA0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0409_SP_SET: BRIDGE
 CA0409_STAMPING: C 275 1934
 CA0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0409
 CA0409  HISTORY     - Date     Condition        Report By
 CA0409  HISTORY     - 1934     MONUMENTED       CGS
 CA0409  HISTORY     - 1960     MARK NOT FOUND   USGS
 CA0409
 CA0409                          STATION DESCRIPTION
 CA0409
 CA0409'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CA0409'7.4 MI SW FROM BURKETT.
 CA0409'7.4 MILES SOUTHWEST ALONG STATE HIGHWAY 206 FROM BURKETT, COLEMAN
 CA0409'COUNTY, 0.2 MILE NORTH OF A STEEL BRIDGE, AT A LARGE CONCRETE BRIDGE,
 CA0409'IN THE TOP OF THE NORTH ABUTMENT, AND 12 FEET EAST OF THE CENTERLINE
 CA0409'OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 275 1934.  NOTE-- THE
 CA0409'BRIDGE ON WHICH THE BM IS LOCATED WAS SCHEDULED TO BE DESTROYED IN
 CA0409'AUGUST 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0437 ***********************************************************************
 DM0437  DESIGNATION -  C 276
 DM0437  PID         -  DM0437
 DM0437  STATE/COUNTY-  TX/FRANKLIN
 DM0437  USGS QUAD   -  SALTILLO (1964)
 DM0437
 DM0437                         *CURRENT SURVEY CONTROL
 DM0437  ___________________________________________________________________
 DM0437* NAD 83(1986)-  33 11 33.     (N)    095 16 57.     (W)     SCALED    
 DM0437* NAVD 88     -       117.354  (meters)     385.02   (feet)  ADJUSTED  
 DM0437  ___________________________________________________________________
 DM0437  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DM0437  DYNAMIC HT  -         117.225 (meters)     384.60  (feet)  COMP
 DM0437  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 DM0437
 DM0437  VERT ORDER  -  SECOND    CLASS 0
 DM0437
 DM0437.The horizontal coordinates were scaled from a topographic map and have
 DM0437.an estimated accuracy of +/- 6 seconds.
 DM0437
 DM0437.The orthometric height was determined by differential leveling
 DM0437.and adjusted by the National Geodetic Survey in June 1991..
 DM0437
 DM0437.The geoid height was determined by GEOID03.
 DM0437
 DM0437.The dynamic height is computed by dividing the NAVD 88
 DM0437.geopotential number by the normal gravity value computed on the
 DM0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0437.degrees latitude (g = 980.6199 gals.).
 DM0437
 DM0437.The modeled gravity was interpolated from observed gravity values.
 DM0437
 DM0437;                    North         East    Units  Estimated Accuracy
 DM0437;SPC TXNC     - 2,173,790.      899,950.      MT  (+/- 180 meters Scaled)
 DM0437
 DM0437                          SUPERSEDED SURVEY CONTROL
 DM0437
 DM0437  NGVD 29 (??/??/92)  117.360  (m)          385.04   (f) ADJ UNCH    2 0
 DM0437
 DM0437.Superseded values are not recommended for survey control.
 DM0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0437.See file dsdata.txt to determine how the superseded data were derived.
 DM0437
 DM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS872749(NAD 83)
 DM0437_MARKER: DB = BENCH MARK DISK
 DM0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0437_STAMPING: C 276 1934
 DM0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0437+STABILITY: SURFACE MOTION
 DM0437
 DM0437  HISTORY     - Date     Condition        Report By
 DM0437  HISTORY     - 1934     MONUMENTED       CGS
 DM0437
 DM0437                          STATION DESCRIPTION
 DM0437
 DM0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0437'2.5 MI E FROM SALTILLO.
 DM0437'2.5 MILES E OF AND ALONG THE ST. L AND SW R R.  150 YARDS E OF MILE
 DM0437'POST 499.  62 FEET SE OF CENTER OF TRACK.  36 FEET NE OF A ROAD
 DM0437'CROSSING.  7 FEET E OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0342 ***********************************************************************
 CR0342  DESIGNATION -  C 277 RESET 1968
 CR0342  PID         -  CR0342
 CR0342  STATE/COUNTY-  TX/UPSHUR
 CR0342  USGS QUAD   -  BIG SANDY (1981)
 CR0342
 CR0342                         *CURRENT SURVEY CONTROL
 CR0342  ___________________________________________________________________
 CR0342* NAD 83(1986)-  32 34 53.     (N)    095 06 29.     (W)     SCALED    
 CR0342* NAVD 88     -       102.76   (+/-2cm)     337.1    (feet)  VERTCON   
 CR0342  ___________________________________________________________________
 CR0342  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR0342
 CR0342  VERT ORDER  -  THIRD (See Below)
 CR0342
 CR0342.The horizontal coordinates were scaled from a topographic map and have
 CR0342.an estimated accuracy of +/- 6 seconds.
 CR0342
 CR0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0342.The vertical order pertains to the NGVD 29 superseded value.
 CR0342
 CR0342.The geoid height was determined by GEOID03.
 CR0342
 CR0342;                    North         East    Units  Estimated Accuracy
 CR0342;SPC TXNC     - 2,106,570.      918,390.      MT  (+/- 180 meters Scaled)
 CR0342
 CR0342                          SUPERSEDED SURVEY CONTROL
 CR0342
 CR0342  NGVD 29 (??/??/??)  102.79   (m)          337.2    (f) RESET       3  
 CR0342
 CR0342.Superseded values are not recommended for survey control.
 CR0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0342.See file dsdata.txt to determine how the superseded data were derived.
 CR0342
 CR0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS021068(NAD 83)
 CR0342_MARKER: DB = BENCH MARK DISK
 CR0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0342_STAMPING: C 277 RESET 1968
 CR0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0342+STABILITY: SURFACE MOTION
 CR0342
 CR0342  HISTORY     - Date     Condition        Report By
 CR0342  HISTORY     - 1968     MONUMENTED       CGS
 CR0342
 CR0342                          STATION DESCRIPTION
 CR0342
 CR0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CR0342'IN BIG SANDY.
 CR0342'ABOUT 0.2 MILE SOUTH ALONG S. TYLER STREET FROM THE JUNCTION OF STATE
 CR0342'HIGHWAY 155 AND U.S. HIGHWAY 80 IN BIG SANDY TO THE RAILROAD TRACKS
 CR0342'AND SITE OF BENCH MARK.  135 FEET EAST OF THE CENTER LINE OF S. TYLER
 CR0342'STREET, 31 FEET NORTH OF THE CENTER OF COTTON STREET, 29 FEET SOUTH OF
 CR0342'THE RAILROAD JUNCTION OF THE COTTON BELT AND TEXAS PACIFIC RAILROAD
 CR0342'TRACKS, 19 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 CR0342'BUILDING, AND 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD C AND
 CR0342'GS BENCH MARK DISK SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 4
 CR0342'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0196 ***********************************************************************
 CR0196  DESIGNATION -  C 278
 CR0196  PID         -  CR0196
 CR0196  STATE/COUNTY-  TX/RUSK
 CR0196  USGS QUAD   -  EASTON (1983)
 CR0196
 CR0196                         *CURRENT SURVEY CONTROL
 CR0196  ___________________________________________________________________
 CR0196* NAD 83(1986)-  32 23 23.     (N)    094 35 34.     (W)     SCALED    
 CR0196* NAVD 88     -        78.074  (meters)     256.15   (feet)  ADJUSTED  
 CR0196  ___________________________________________________________________
 CR0196  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR0196  DYNAMIC HT  -          77.984 (meters)     255.85  (feet)  COMP
 CR0196  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CR0196
 CR0196  VERT ORDER  -  SECOND    CLASS 0
 CR0196
 CR0196.The horizontal coordinates were scaled from a topographic map and have
 CR0196.an estimated accuracy of +/- 6 seconds.
 CR0196
 CR0196.The orthometric height was determined by differential leveling
 CR0196.and adjusted by the National Geodetic Survey in June 1991..
 CR0196
 CR0196.The geoid height was determined by GEOID03.
 CR0196
 CR0196.The dynamic height is computed by dividing the NAVD 88
 CR0196.geopotential number by the normal gravity value computed on the
 CR0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0196.degrees latitude (g = 980.6199 gals.).
 CR0196
 CR0196.The modeled gravity was interpolated from observed gravity values.
 CR0196
 CR0196;                    North         East    Units  Estimated Accuracy
 CR0196;SPC TXNC     - 2,087,020.      967,530.      MT  (+/- 180 meters Scaled)
 CR0196
 CR0196                          SUPERSEDED SURVEY CONTROL
 CR0196
 CR0196  NGVD 29 (??/??/92)   78.110  (m)          256.27   (f) ADJ UNCH    2 0
 CR0196
 CR0196.Superseded values are not recommended for survey control.
 CR0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0196.See file dsdata.txt to determine how the superseded data were derived.
 CR0196
 CR0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR501847(NAD 83)
 CR0196_MARKER: DB = BENCH MARK DISK
 CR0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0196_STAMPING: C 278 1934
 CR0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0196+STABILITY: SURFACE MOTION
 CR0196
 CR0196  HISTORY     - Date     Condition        Report By
 CR0196  HISTORY     - 1934     MONUMENTED       CGS
 CR0196  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0196
 CR0196                          STATION DESCRIPTION
 CR0196
 CR0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0196'7.9 MI NW FROM TATUM.
 CR0196'7.9 MI NW OF AND ALONG THE S F R R 50 FEET E OF MILE POST 196.  22
 CR0196'FEET NE OF CENTER OF TRACK.  4 FEET SE OF A TELEPHONE POLE.
 CR0196
 CR0196                          STATION RECOVERY (1977)
 CR0196
 CR0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3387 ***********************************************************************
 AW3387  DESIGNATION -  C 279
 AW3387  PID         -  AW3387
 AW3387  STATE/COUNTY-  TX/HARRIS
 AW3387  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3387
 AW3387                         *CURRENT SURVEY CONTROL
 AW3387  ___________________________________________________________________
 AW3387* NAD 83(1986)-  29 49 12.     (N)    095 26 32.     (W)     SCALED    
 AW3387* NAVD 88     -        20.95   (+/-2cm)      68.7    (feet)  VERTCON   
 AW3387  ___________________________________________________________________
 AW3387  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW3387
 AW3387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3387
 AW3387.The horizontal coordinates were scaled from a topographic map and have
 AW3387.an estimated accuracy of +/- 6 seconds.
 AW3387
 AW3387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3387.The vertical order pertains to the NGVD 29 superseded value.
 AW3387
 AW3387.The geoid height was determined by GEOID03.
 AW3387
 AW3387;                    North         East    Units  Estimated Accuracy
 AW3387;SPC TXSC     - 4,225,410.      943,810.      MT  (+/- 180 meters Scaled)
 AW3387
 AW3387                          SUPERSEDED SURVEY CONTROL
 AW3387
 AW3387  NGVD 29 (??/??/92)   20.950  (m)           68.73   (f) ADJ UNCH    2 0
 AW3387
 AW3387.Superseded values are not recommended for survey control.
 AW3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3387.See file dsdata.txt to determine how the superseded data were derived.
 AW3387
 AW3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP639013(NAD 83)
 AW3387_MARKER: DB = BENCH MARK DISK
 AW3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3387_STAMPING: C 279 1935
 AW3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3387+STABILITY: SURFACE MOTION
 AW3387
 AW3387  HISTORY     - Date     Condition        Report By
 AW3387  HISTORY     - 1935     MONUMENTED       CGS
 AW3387  HISTORY     - 1954     GOOD             NGS
 AW3387  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3387  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW3387
 AW3387                          STATION DESCRIPTION
 AW3387
 AW3387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3387'2.0 MI W FROM HOUSTON.
 AW3387'2.0 MILES WEST ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD FROM THE
 AW3387'UNDERPASS ON NORTH SHEPHERD DRIVE AT HOUSTON, 0.3 MILE EAST OF
 AW3387'MILEPOST 63, 70 FEET NORTH OF THE NORTH RAIL, 85 FEET SOUTH OF THE
 AW3387'SOUTHWEST CORNER OF A LARGE WHITE HOUSE, 55 FEET SOUTH OF THE SOUTH
 AW3387'END OF A SHEET METAL GARAGE, 23 FEET NORTH OF A FENCE, 15 FEET
 AW3387'SOUTHWEST OF A 24 INCH OAK TREE, 3 FEET WEST OF A WITNESS POST, SET IN
 AW3387'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AW3387
 AW3387                          STATION RECOVERY (1973)
 AW3387
 AW3387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3387'MARK NOT FOUND.
 AW3387
 AW3387                          STATION RECOVERY (2004)
 AW3387
 AW3387'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0516 ***********************************************************************
 DO0516  DESIGNATION -  C 280
 DO0516  PID         -  DO0516
 DO0516  STATE/COUNTY-  TX/HASKELL
 DO0516  USGS QUAD   -  PINKERTON (1966)
 DO0516
 DO0516                         *CURRENT SURVEY CONTROL
 DO0516  ___________________________________________________________________
 DO0516* NAD 83(1986)-  33 10 24.     (N)    099 47 35.     (W)     SCALED    
 DO0516* NAVD 88     -       489.201  (meters)    1604.99   (feet)  ADJUSTED  
 DO0516  ___________________________________________________________________
 DO0516  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DO0516  DYNAMIC HT  -         488.592 (meters)    1602.99  (feet)  COMP
 DO0516  MODELED GRAV-     979,379.0   (mgal)                       NAVD 88
 DO0516
 DO0516  VERT ORDER  -  SECOND    CLASS 0
 DO0516
 DO0516.The horizontal coordinates were scaled from a topographic map and have
 DO0516.an estimated accuracy of +/- 6 seconds.
 DO0516
 DO0516.The orthometric height was determined by differential leveling
 DO0516.and adjusted by the National Geodetic Survey in June 1991..
 DO0516
 DO0516.The geoid height was determined by GEOID03.
 DO0516
 DO0516.The dynamic height is computed by dividing the NAVD 88
 DO0516.geopotential number by the normal gravity value computed on the
 DO0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0516.degrees latitude (g = 980.6199 gals.).
 DO0516
 DO0516.The modeled gravity was interpolated from observed gravity values.
 DO0516
 DO0516;                    North         East    Units  Estimated Accuracy
 DO0516;SPC TXNC     - 2,167,820.      479,420.      MT  (+/- 180 meters Scaled)
 DO0516
 DO0516                          SUPERSEDED SURVEY CONTROL
 DO0516
 DO0516  NGVD 29 (??/??/92)  489.028  (m)         1604.42   (f) ADJ UNCH    2 0
 DO0516
 DO0516.Superseded values are not recommended for survey control.
 DO0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0516.See file dsdata.txt to determine how the superseded data were derived.
 DO0516
 DO0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB260707(NAD 83)
 DO0516_MARKER: DB = BENCH MARK DISK
 DO0516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0516_SP_SET: FOUNDATION
 DO0516_STAMPING: C 280 1934
 DO0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0516
 DO0516  HISTORY     - Date     Condition        Report By
 DO0516  HISTORY     - 1934     MONUMENTED       CGS
 DO0516  HISTORY     - 1958     GOOD             NGS
 DO0516
 DO0516                          STATION DESCRIPTION
 DO0516
 DO0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0516'3.9 MI W FROM HASKELL.
 DO0516'3.6 MILES W OF AND ALONG STATE HIGHWAY NO. 24 IN THE E END OF S
 DO0516'HEADWALL OF A LARGE CONCRETE CULVERT.  CULVERT HAS THREE BOXES.  DISK
 DO0516'SET HORIZONTALLY.
 DO0516
 DO0516                          STATION RECOVERY (1958)
 DO0516
 DO0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DO0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0454 ***********************************************************************
 DO0454  DESIGNATION -  C 281
 DO0454  PID         -  DO0454
 DO0454  STATE/COUNTY-  TX/THROCKMORTON
 DO0454  USGS QUAD   -  THROCKMORTON NE (1965)
 DO0454
 DO0454                         *CURRENT SURVEY CONTROL
 DO0454  ___________________________________________________________________
 DO0454* NAD 83(1993)-  33 11 10.75430(N)    099 06 11.86424(W)     ADJUSTED  
 DO0454* NAVD 88     -       383.465  (meters)    1258.08   (feet)  ADJUSTED  
 DO0454  ___________________________________________________________________
 DO0454  X           -    -845,419.279 (meters)                     COMP
 DO0454  Y           -  -5,276,185.584 (meters)                     COMP
 DO0454  Z           -   3,471,464.427 (meters)                     COMP
 DO0454  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 DO0454  ELLIP HEIGHT-         353.96  (meters)          (10/24/00) GPS OBS
 DO0454  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DO0454  DYNAMIC HT  -         383.004 (meters)    1256.57  (feet)  COMP
 DO0454  MODELED GRAV-     979,426.2   (mgal)                       NAVD 88
 DO0454
 DO0454  HORZ ORDER  -  FIRST
 DO0454  VERT ORDER  -  SECOND    CLASS 0
 DO0454  ELLP ORDER  -  FOURTH    CLASS II
 DO0454
 DO0454.The horizontal coordinates were established by GPS observations
 DO0454.and adjusted by the National Geodetic Survey in February 1996..
 DO0454
 DO0454.The orthometric height was determined by differential leveling
 DO0454.and adjusted by the National Geodetic Survey in June 1991..
 DO0454.WARNING-GPS observations at this control monument resulted in a GPS
 DO0454.derived orthometric height which differed from the leveled height by
 DO0454.more than one decimeter (0.1 meter).
 DO0454
 DO0454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0454
 DO0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0454
 DO0454.The ellipsoidal height was determined by GPS observations
 DO0454.and is referenced to NAD 83.
 DO0454
 DO0454.The geoid height was determined by GEOID03.
 DO0454
 DO0454.The dynamic height is computed by dividing the NAVD 88
 DO0454.geopotential number by the normal gravity value computed on the
 DO0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0454.degrees latitude (g = 980.6199 gals.).
 DO0454
 DO0454.The modeled gravity was interpolated from observed gravity values.
 DO0454
 DO0454;                    North         East     Units Scale Factor Converg.
 DO0454;SPC TXNC     - 2,168,675.906   543,746.206   MT  0.99987537   -0 19 44.5
 DO0454;SPC TXNC     - 7,115,064.20  1,783,940.68   sFT  0.99987537   -0 19 44.5
 DO0454;UTM  14      - 3,671,947.528   490,370.884   MT  0.99960114   -0 03 23.5
 DO0454
 DO0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0454!SPC TXNC     -   0.99994443  x   0.99987537  =   0.99981981
 DO0454!UTM  14      -   0.99994443  x   0.99960114  =   0.99954559
 DO0454
 DO0454                          SUPERSEDED SURVEY CONTROL
 DO0454
 DO0454  ELLIP H (02/20/96)  354.00   (m)                       GP(       ) 1 1
 DO0454  NGVD 29 (??/??/92)  383.354  (m)         1257.72   (f) ADJ UNCH    2 0
 DO0454
 DO0454.Superseded values are not recommended for survey control.
 DO0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0454.See file dsdata.txt to determine how the superseded data were derived.
 DO0454
 DO0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB9037171948(NAD 83)
 DO0454_MARKER: DB = BENCH MARK DISK
 DO0454_SETTING: 66 = SET IN ROCK OUTCROP
 DO0454_SP_SET: OUTCROP
 DO0454_STAMPING: C 281 1934
 DO0454_MARK LOGO: CGS   
 DO0454_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0454+STABILITY: POSITION/ELEVATION WELL
 DO0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0454+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 DO0454
 DO0454  HISTORY     - Date     Condition        Report By
 DO0454  HISTORY     - 1934     MONUMENTED       CGS
 DO0454  HISTORY     - 1965     GOOD             USGS
 DO0454  HISTORY     - 19941220 GOOD             NGS
 DO0454
 DO0454                          STATION DESCRIPTION
 DO0454
 DO0454'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0454'4.3 MI E FROM THROCKMORTON.
 DO0454'THROCKMORTON,TEXAS, INTERSECTION OF ST. HWYS. 24 AND 79.  4.3 MILES
 DO0454'EAST OF ALONG ST. HWY. 24 TO ROADSIDE PARK ON THE NORTH SIDE OF THE
 DO0454'HWY.  430 FT. NORTHEAST OF DONATION MONUMENT AT THE ROADSIDE PARK. 210
 DO0454'FT. ESE OF OLD ROAD TRACE AT DRAIN.  275 FT. NORTH OF CENTERLINE OF
 DO0454'HWY.  ON LOWER SOUTH SLOPE OF SMALL RIDGE. IN ROCK OUTCROP.  A
 DO0454'STANDARD TABLET STAMPED C 281 1934.
 DO0454
 DO0454                          STATION RECOVERY (1994)
 DO0454
 DO0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DO0454'THE STATION IS LOCATED IN A PASTURE ABOUT 35 KM (21.75 MI) WEST OF
 DO0454'NEWCASTLE, AND ABOUT 8 KM (4.95 MI) EAST OF THROCKMORTON NEAR THE EAST
 DO0454'SIDE OF THE NORTH ONE OF TWO ROADSIDE PICNIC AREAS.  TO REACH FROM THE
 DO0454'JUNCTION OF U.S.  HIGHWAYS 183,283 AND U.S.  HIGHWAY 380 IN THE CENTER
 DO0454'OF THROCKMORTON, GO EAST ON HIGHWAY 380 FOR 7.12 KM (4.40 MI) TO THE
 DO0454'STATION ON THE LEFT, ABOUT 0.08 KM (0.05 MI) EAST OF THE NORTH PICNIC
 DO0454'AREA.  THE STATION IS A STANDARD BENCHMARK DISK SET IN A DRILL HOLE IN
 DO0454'A 3 FT (0.9 M) BY 2 FT (0.6 M) OVAL PIECE OF ROCK OUTCROP.  IT IS ON
 DO0454'THE LOWER SLOPE OF A SMALL RIDGE, 128.4 M (421.3 FT) EAST-NORTHEAST OF
 DO0454'NORTHEAST CORNER OF A DONATION MONUMENT, 69.7 M (228.7 FT) NORTH OF
 DO0454'THE CENTERLINE OF U.S HIGHWAY 380, 35.4 M (116.1 FT) NORTH OF A FENCE,
 DO0454'22.7 M (74.5 FT) NORTHEAST OF THE CENTER OF THE OLD ROAD BED , 18.3 M
 DO0454'(60.0 FT) EAST OF A CLUMP OF LARGER TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0121 ***********************************************************************
 CT0121  DESIGNATION -  C 283
 CT0121  PID         -  CT0121
 CT0121  STATE/COUNTY-  TX/ERATH
 CT0121  USGS QUAD   -  KNOB HILL (1979)
 CT0121
 CT0121                         *CURRENT SURVEY CONTROL
 CT0121  ___________________________________________________________________
 CT0121* NAD 83(1986)-  32 16 50.     (N)    098 11 07.     (W)     SCALED    
 CT0121* NAVD 88     -       397.303  (meters)    1303.48   (feet)  ADJUSTED  
 CT0121  ___________________________________________________________________
 CT0121  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CT0121  DYNAMIC HT  -         396.799 (meters)    1301.83  (feet)  COMP
 CT0121  MODELED GRAV-     979,358.0   (mgal)                       NAVD 88
 CT0121
 CT0121  VERT ORDER  -  SECOND    CLASS 0
 CT0121
 CT0121.The horizontal coordinates were scaled from a topographic map and have
 CT0121.an estimated accuracy of +/- 6 seconds.
 CT0121
 CT0121.The orthometric height was determined by differential leveling
 CT0121.and adjusted by the National Geodetic Survey in June 1991..
 CT0121
 CT0121.The geoid height was determined by GEOID03.
 CT0121
 CT0121.The dynamic height is computed by dividing the NAVD 88
 CT0121.geopotential number by the normal gravity value computed on the
 CT0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0121.degrees latitude (g = 980.6199 gals.).
 CT0121
 CT0121.The modeled gravity was interpolated from observed gravity values.
 CT0121
 CT0121;                    North         East    Units  Estimated Accuracy
 CT0121;SPC TXNC     - 2,068,120.      629,650.      MT  (+/- 180 meters Scaled)
 CT0121
 CT0121                          SUPERSEDED SURVEY CONTROL
 CT0121
 CT0121  NGVD 29 (??/??/92)  397.209  (m)         1303.18   (f) ADJ UNCH    2 0
 CT0121
 CT0121.Superseded values are not recommended for survey control.
 CT0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0121.See file dsdata.txt to determine how the superseded data were derived.
 CT0121
 CT0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA767718(NAD 83)
 CT0121_MARKER: DB = BENCH MARK DISK
 CT0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0121_STAMPING: C 283 1934
 CT0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0121+STABILITY: SURFACE MOTION
 CT0121
 CT0121  HISTORY     - Date     Condition        Report By
 CT0121  HISTORY     - 1934     MONUMENTED       CGS
 CT0121  HISTORY     - 1966     MARK NOT FOUND   NGS
 CT0121
 CT0121                          STATION DESCRIPTION
 CT0121
 CT0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0121'4.8 MI NE FROM STEPHENVILLE.
 CT0121'ABOUT 4.8 MILES NORTHEAST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY
 CT0121'FROM THE STATION AT STEPHENVILLE, ERATH COUNTY, ABOUT 90 FEET
 CT0121'NORTHWEST OF BRIDGE 805 + 6, AT AN OLD ROAD CROSSING, 83 FEET WEST OF
 CT0121'THE CENTER LINE OF THE TRACK, AND 29 FEET SOUTHEAST OF THE
 CT0121'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 283 1934 AND SET IN
 CT0121'THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED BY PERSONNEL OF
 CT0121'THE RAILROAD COMPANY THAT THE MARK HAD BEEN PULLED OUT OF THE GROUND
 CT0121'BY A CATERPILLAR TRACTOR AND WAS COVERED OVER WHEN A FIRE BREAK WAS
 CT0121'MADE AT THE SITE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0153 ***********************************************************************
 CT0153  DESIGNATION -  C 284
 CT0153  PID         -  CT0153
 CT0153  STATE/COUNTY-  TX/ERATH
 CT0153  USGS QUAD   -  HUCKABAY (1979)
 CT0153
 CT0153                         *CURRENT SURVEY CONTROL
 CT0153  ___________________________________________________________________
 CT0153* NAD 83(1986)-  32 20 58.     (N)    098 18 35.     (W)     SCALED    
 CT0153* NAVD 88     -       443.278  (meters)    1454.32   (feet)  ADJUSTED  
 CT0153  ___________________________________________________________________
 CT0153  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CT0153  DYNAMIC HT  -         442.716 (meters)    1452.48  (feet)  COMP
 CT0153  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 CT0153
 CT0153  VERT ORDER  -  SECOND    CLASS 0
 CT0153
 CT0153.The horizontal coordinates were scaled from a topographic map and have
 CT0153.an estimated accuracy of +/- 6 seconds.
 CT0153
 CT0153.The orthometric height was determined by differential leveling
 CT0153.and adjusted by the National Geodetic Survey in June 1991..
 CT0153
 CT0153.The geoid height was determined by GEOID03.
 CT0153
 CT0153.The dynamic height is computed by dividing the NAVD 88
 CT0153.geopotential number by the normal gravity value computed on the
 CT0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0153.degrees latitude (g = 980.6199 gals.).
 CT0153
 CT0153.The modeled gravity was interpolated from observed gravity values.
 CT0153
 CT0153;                    North         East    Units  Estimated Accuracy
 CT0153;SPC TXNC     - 2,075,730.      617,910.      MT  (+/- 180 meters Scaled)
 CT0153
 CT0153                          SUPERSEDED SURVEY CONTROL
 CT0153
 CT0153  NGVD 29 (??/??/92)  443.163  (m)         1453.94   (f) ADJ UNCH    2 0
 CT0153
 CT0153.Superseded values are not recommended for survey control.
 CT0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0153.See file dsdata.txt to determine how the superseded data were derived.
 CT0153
 CT0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA649793(NAD 83)
 CT0153_MARKER: DB = BENCH MARK DISK
 CT0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0153_STAMPING: C 284 1934 1453.944
 CT0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0153+STABILITY: SURFACE MOTION
 CT0153
 CT0153  HISTORY     - Date     Condition        Report By
 CT0153  HISTORY     - 1934     MONUMENTED       CGS
 CT0153  HISTORY     - 1954     GOOD             NGS
 CT0153  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CT0153
 CT0153                          STATION DESCRIPTION
 CT0153
 CT0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0153'11.5 MI NW FROM STEPHENVILLE.
 CT0153'ABOUT 11.5 MILES NORTHWEST ALONG STATE HIGHWAY NO. 108 FROM
 CT0153'STEPHENVILLE, ERATH COUNTY, ABOUT 123 YARDS NORTHEAST OF A FARM HOUSE,
 CT0153'50 FEET NORTH OF A LONE MESQUITE TREE, 36 FEET WEST OF THE CENTERLINE
 CT0153'OF THE HIGHWAY, 25 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AND 2 FEET
 CT0153'SOUTH OF A WHITE 4 X 4 POST.  A STANDARD DISK STAMPED AS ABOVE AND SET
 CT0153'IN A CONCRETE POST FLUSH WITH THE GROUND.
 CT0153
 CT0153                          STATION RECOVERY (1995)
 CT0153
 CT0153'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0070 ***********************************************************************
 CA0070  DESIGNATION -  C 285
 CA0070  PID         -  CA0070
 CA0070  STATE/COUNTY-  TX/HAMILTON
 CA0070  USGS QUAD   -  SHIVE (1979)
 CA0070
 CA0070                         *CURRENT SURVEY CONTROL
 CA0070  ___________________________________________________________________
 CA0070* NAD 83(1986)-  31 36 56.     (N)    098 08 57.     (W)     SCALED    
 CA0070* NAVD 88     -       368.530  (meters)    1209.09   (feet)  ADJUSTED  
 CA0070  ___________________________________________________________________
 CA0070  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CA0070  DYNAMIC HT  -         368.050 (meters)    1207.51  (feet)  COMP
 CA0070  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 CA0070
 CA0070  VERT ORDER  -  SECOND    CLASS 0
 CA0070
 CA0070.The horizontal coordinates were scaled from a topographic map and have
 CA0070.an estimated accuracy of +/- 6 seconds.
 CA0070
 CA0070.The orthometric height was determined by differential leveling
 CA0070.and adjusted by the National Geodetic Survey in June 1991..
 CA0070
 CA0070.The geoid height was determined by GEOID03.
 CA0070
 CA0070.The dynamic height is computed by dividing the NAVD 88
 CA0070.geopotential number by the normal gravity value computed on the
 CA0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0070.degrees latitude (g = 980.6199 gals.).
 CA0070
 CA0070.The modeled gravity was interpolated from observed gravity values.
 CA0070
 CA0070;                    North         East    Units  Estimated Accuracy
 CA0070;SPC TX C     - 3,218,080.      907,220.      MT  (+/- 180 meters Scaled)
 CA0070
 CA0070                          SUPERSEDED SURVEY CONTROL
 CA0070
 CA0070  NGVD 29 (??/??/92)  368.439  (m)         1208.79   (f) ADJ UNCH    2 0
 CA0070
 CA0070.Superseded values are not recommended for survey control.
 CA0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0070.See file dsdata.txt to determine how the superseded data were derived.
 CA0070
 CA0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV807981(NAD 83)
 CA0070_MARKER: DB = BENCH MARK DISK
 CA0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0070_STAMPING: C 285 1934
 CA0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0070+STABILITY: SURFACE MOTION
 CA0070
 CA0070  HISTORY     - Date     Condition        Report By
 CA0070  HISTORY     - 1934     MONUMENTED       CGS
 CA0070  HISTORY     - 1955     GOOD             USGS
 CA0070
 CA0070                          STATION DESCRIPTION
 CA0070
 CA0070'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0070'5.1 MI S FROM HAMILTON.
 CA0070'AT HAMILTON COURTHOUSE, 5.1 MILES SOUTH FROM ALONG STATE HIGHWAY 281
 CA0070'TO A JUNCTION WITH ROAD SOUTHEAST, 1.0 MILE ALONG THIS ROAD, 60 FEET
 CA0070'WEST OF CENTERLINE OF ROAD, 15 FEET WEST OF FENCE CORNER AND SET IN
 CA0070'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0383 ***********************************************************************
 DM0383  DESIGNATION -  C 286
 DM0383  PID         -  DM0383
 DM0383  STATE/COUNTY-  TX/RED RIVER
 DM0383  USGS QUAD   -  DETROIT (1964)
 DM0383
 DM0383                         *CURRENT SURVEY CONTROL
 DM0383  ___________________________________________________________________
 DM0383* NAD 83(1986)-  33 39 39.     (N)    095 16 47.     (W)     SCALED    
 DM0383* NAVD 88     -       148.883  (meters)     488.46   (feet)  ADJUSTED  
 DM0383  ___________________________________________________________________
 DM0383  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DM0383  DYNAMIC HT  -         148.729 (meters)     487.96  (feet)  COMP
 DM0383  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 DM0383
 DM0383  VERT ORDER  -  SECOND    CLASS 0
 DM0383
 DM0383.The horizontal coordinates were scaled from a topographic map and have
 DM0383.an estimated accuracy of +/- 6 seconds.
 DM0383
 DM0383.The orthometric height was determined by differential leveling
 DM0383.and adjusted by the National Geodetic Survey in June 1991..
 DM0383
 DM0383.The geoid height was determined by GEOID03.
 DM0383
 DM0383.The dynamic height is computed by dividing the NAVD 88
 DM0383.geopotential number by the normal gravity value computed on the
 DM0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0383.degrees latitude (g = 980.6199 gals.).
 DM0383
 DM0383.The modeled gravity was interpolated from observed gravity values.
 DM0383
 DM0383;                    North         East    Units  Estimated Accuracy
 DM0383;SPC TXNC     - 2,225,720.      898,610.      MT  (+/- 180 meters Scaled)
 DM0383
 DM0383                          SUPERSEDED SURVEY CONTROL
 DM0383
 DM0383  NGVD 29 (??/??/92)  148.868  (m)          488.41   (f) ADJ UNCH    2 0
 DM0383
 DM0383.Superseded values are not recommended for survey control.
 DM0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0383.See file dsdata.txt to determine how the superseded data were derived.
 DM0383
 DM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT886268(NAD 83)
 DM0383_MARKER: DB = BENCH MARK DISK
 DM0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0383_STAMPING: C 286 1934
 DM0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0383+STABILITY: SURFACE MOTION
 DM0383
 DM0383  HISTORY     - Date     Condition        Report By
 DM0383  HISTORY     - 1934     MONUMENTED       CGS
 DM0383
 DM0383                          STATION DESCRIPTION
 DM0383
 DM0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0383'0.8 MI W FROM DETROIT.
 DM0383'0.8 MI W OF AND ALONG THE T P R R AT MILE POST 75.  46 FEET S OF
 DM0383'CENTER OF TRACK.  4 FEET N OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0344 ***********************************************************************
 CR0344  DESIGNATION -  C 287
 CR0344  PID         -  CR0344
 CR0344  STATE/COUNTY-  TX/WOOD
 CR0344  USGS QUAD   -  HAWKINS (1981)
 CR0344
 CR0344                         *CURRENT SURVEY CONTROL
 CR0344  ___________________________________________________________________
 CR0344* NAD 83(1986)-  32 35 09.     (N)    095 10 41.     (W)     SCALED    
 CR0344* NAVD 88     -       101.429  (meters)     332.77   (feet)  ADJUSTED  
 CR0344  ___________________________________________________________________
 CR0344  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CR0344  DYNAMIC HT  -         101.312 (meters)     332.39  (feet)  COMP
 CR0344  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CR0344
 CR0344  VERT ORDER  -  SECOND    CLASS 0
 CR0344
 CR0344.The horizontal coordinates were scaled from a topographic map and have
 CR0344.an estimated accuracy of +/- 6 seconds.
 CR0344
 CR0344.The orthometric height was determined by differential leveling
 CR0344.and adjusted by the National Geodetic Survey in June 1991..
 CR0344
 CR0344.The geoid height was determined by GEOID03.
 CR0344
 CR0344.The dynamic height is computed by dividing the NAVD 88
 CR0344.geopotential number by the normal gravity value computed on the
 CR0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0344.degrees latitude (g = 980.6199 gals.).
 CR0344
 CR0344.The modeled gravity was interpolated from observed gravity values.
 CR0344
 CR0344;                    North         East    Units  Estimated Accuracy
 CR0344;SPC TXNC     - 2,106,860.      911,810.      MT  (+/- 180 meters Scaled)
 CR0344
 CR0344                          SUPERSEDED SURVEY CONTROL
 CR0344
 CR0344  NGVD 29 (??/??/92)  101.456  (m)          332.86   (f) ADJ UNCH    2 0
 CR0344
 CR0344.Superseded values are not recommended for survey control.
 CR0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0344.See file dsdata.txt to determine how the superseded data were derived.
 CR0344
 CR0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS955074(NAD 83)
 CR0344_MARKER: DB = BENCH MARK DISK
 CR0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0344_STAMPING: C 287 1934
 CR0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0344+STABILITY: SURFACE MOTION
 CR0344
 CR0344  HISTORY     - Date     Condition        Report By
 CR0344  HISTORY     - 1934     MONUMENTED       CGS
 CR0344  HISTORY     - 1958     MARK NOT FOUND   USGS
 CR0344  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 CR0344
 CR0344                          STATION DESCRIPTION
 CR0344
 CR0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0344'1.8 MI E FROM HAWKINS.
 CR0344'1.8 MI E OF AND ALONG THE T P R R AT A ROAD CROSSING AT MILE POST 117.
 CR0344'60 FEET E OF CENTER OF CROSS ROAD.  42 FEET N OF CENTER OF TRACK. IN
 CR0344'THE R/W FENCE CORNER.  S OF JARVIS COLLEGE (COLORED.)
 CR0344
 CR0344                          STATION RECOVERY (1958)
 CR0344
 CR0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CR0344'MARK NOT FOUND.
 CR0344
 CR0344                          STATION RECOVERY (1995)
 CR0344
 CR0344'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0478 ***********************************************************************
 DM0478  DESIGNATION -  C 288
 DM0478  PID         -  DM0478
 DM0478  STATE/COUNTY-  TX/HOPKINS
 DM0478  USGS QUAD   -  GAFFORD CHAPEL (1964)
 DM0478
 DM0478                         *CURRENT SURVEY CONTROL
 DM0478  ___________________________________________________________________
 DM0478* NAD 83(1986)-  33 07 49.     (N)    095 40 43.     (W)     SCALED    
 DM0478* NAVD 88     -       152.443  (meters)     500.14   (feet)  ADJUSTED  
 DM0478  ___________________________________________________________________
 DM0478  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DM0478  DYNAMIC HT  -         152.276 (meters)     499.59  (feet)  COMP
 DM0478  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 DM0478
 DM0478  VERT ORDER  -  SECOND    CLASS 0
 DM0478
 DM0478.The horizontal coordinates were scaled from a topographic map and have
 DM0478.an estimated accuracy of +/- 6 seconds.
 DM0478
 DM0478.The orthometric height was determined by differential leveling
 DM0478.and adjusted by the National Geodetic Survey in June 1991..
 DM0478
 DM0478.The geoid height was determined by GEOID03.
 DM0478
 DM0478.The dynamic height is computed by dividing the NAVD 88
 DM0478.geopotential number by the normal gravity value computed on the
 DM0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0478.degrees latitude (g = 980.6199 gals.).
 DM0478
 DM0478.The modeled gravity was interpolated from observed gravity values.
 DM0478
 DM0478;                    North         East    Units  Estimated Accuracy
 DM0478;SPC TXNC     - 2,165,830.      863,220.      MT  (+/- 180 meters Scaled)
 DM0478
 DM0478                          SUPERSEDED SURVEY CONTROL
 DM0478
 DM0478  NGVD 29 (??/??/92)  152.441  (m)          500.13   (f) ADJ UNCH    2 0
 DM0478
 DM0478.Superseded values are not recommended for survey control.
 DM0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0478.See file dsdata.txt to determine how the superseded data were derived.
 DM0478
 DM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS501689(NAD 83)
 DM0478_MARKER: DB = BENCH MARK DISK
 DM0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0478_STAMPING: C 288 1934
 DM0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0478+STABILITY: SURFACE MOTION
 DM0478
 DM0478  HISTORY     - Date     Condition        Report By
 DM0478  HISTORY     - 1934     MONUMENTED       CGS
 DM0478  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM0478
 DM0478                          STATION DESCRIPTION
 DM0478
 DM0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0478'3.2 MI E FROM BRASHEAR.
 DM0478'3.2 MI E OF AND ALONG THE L AND A R R 120 YARDS E OF MILE POST 145. AT
 DM0478'A PRIVATE ROAD CROSSING.  55 FEET W OF CENTER OF ROAD CROSSING. 47
 DM0478'FEET N OF TRACK.  3 FEET S OF R/W FENCE.
 DM0478
 DM0478                          STATION RECOVERY (1995)
 DM0478
 DM0478'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0208 ***********************************************************************
 CS0208  DESIGNATION -  C 289
 CS0208  PID         -  CS0208
 CS0208  STATE/COUNTY-  TX/KAUFMAN
 CS0208  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0208
 CS0208                         *CURRENT SURVEY CONTROL
 CS0208  ___________________________________________________________________
 CS0208* NAD 83(1986)-  32 44 47.     (N)    096 28 07.     (W)     SCALED    
 CS0208* NAVD 88     -       142.108  (meters)     466.23   (feet)  ADJUSTED  
 CS0208  ___________________________________________________________________
 CS0208  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0208  DYNAMIC HT  -         141.951 (meters)     465.72  (feet)  COMP
 CS0208  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 CS0208
 CS0208  VERT ORDER  -  SECOND    CLASS 0
 CS0208
 CS0208.The horizontal coordinates were scaled from a topographic map and have
 CS0208.an estimated accuracy of +/- 6 seconds.
 CS0208
 CS0208.The orthometric height was determined by differential leveling
 CS0208.and adjusted by the National Geodetic Survey in June 1991..
 CS0208.WARNING-Repeat measurements at this control monument indicate possible
 CS0208.vertical movement.
 CS0208
 CS0208.The geoid height was determined by GEOID03.
 CS0208
 CS0208.The dynamic height is computed by dividing the NAVD 88
 CS0208.geopotential number by the normal gravity value computed on the
 CS0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0208.degrees latitude (g = 980.6199 gals.).
 CS0208
 CS0208.The modeled gravity was interpolated from observed gravity values.
 CS0208
 CS0208;                    North         East    Units  Estimated Accuracy
 CS0208;SPC TXNC     - 2,121,570.      790,350.      MT  (+/- 180 meters Scaled)
 CS0208
 CS0208                          SUPERSEDED SURVEY CONTROL
 CS0208
 CS0208  NGVD 29 (??/??/92)  142.10   (m)          466.2    (f) COMPUTED    2 0
 CS0208
 CS0208.Superseded values are not recommended for survey control.
 CS0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0208.See file dsdata.txt to determine how the superseded data were derived.
 CS0208
 CS0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB371260(NAD 83)
 CS0208_MARKER: DB = BENCH MARK DISK
 CS0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0208_STAMPING: C 289 1934
 CS0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0208+STABILITY: SURFACE MOTION
 CS0208
 CS0208  HISTORY     - Date     Condition        Report By
 CS0208  HISTORY     - 1934     MONUMENTED       CGS
 CS0208  HISTORY     - 1949     GOOD             NGS
 CS0208  HISTORY     - 1952     MARK NOT FOUND   NGS
 CS0208
 CS0208                          STATION DESCRIPTION
 CS0208
 CS0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CS0208'IN FORNEY.
 CS0208'AT THE TEXAS AND PACIFIC RAILROAD STATION AT FORNEY, UNDERNEATH THE
 CS0208'LOADING DOCK, 110 FEET (PACED) EAST OF SEMAPHORE AT THE STATION AND 12
 CS0208'FEET (ESTIMATED) FROM THE SOUTH EDGE OF THE DOCK.  SET IN A CONCRETE
 CS0208'POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  NOTE-- THIS MARK IS
 CS0208'UNDERNEATH A LOADING DOCK AND WAS IMPOSSIBLE TO LEVEL TO.
 CS0208
 CS0208                          STATION RECOVERY (1952)
 CS0208
 CS0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0328 ***********************************************************************
 AZ0328  DESIGNATION -  C 29
 AZ0328  PID         -  AZ0328
 AZ0328  STATE/COUNTY-  TX/TERRELL
 AZ0328  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0328
 AZ0328                         *CURRENT SURVEY CONTROL
 AZ0328  ___________________________________________________________________
 AZ0328* NAD 83(1986)-  29 57 30.     (N)    101 49 08.     (W)     SCALED    
 AZ0328* NAVD 88     -       462.411  (meters)    1517.09   (feet)  POSTED    
 AZ0328  ___________________________________________________________________
 AZ0328  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AZ0328  DYNAMIC HT  -         461.730 (meters)    1514.86  (feet)  COMP
 AZ0328  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 AZ0328
 AZ0328  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0328
 AZ0328.The horizontal coordinates were scaled from a topographic map and have
 AZ0328.an estimated accuracy of +/- 6 seconds.
 AZ0328
 AZ0328.The orthometric height was determined by differential leveling
 AZ0328.and adjusted by the National Geodetic Survey in 1992..
 AZ0328.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0328.rate of 0.0 thru 1.0 mm/km.
 AZ0328
 AZ0328.The geoid height was determined by GEOID03.
 AZ0328
 AZ0328.The dynamic height is computed by dividing the NAVD 88
 AZ0328.geopotential number by the normal gravity value computed on the
 AZ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0328.degrees latitude (g = 980.6199 gals.).
 AZ0328
 AZ0328.The modeled gravity was interpolated from observed gravity values.
 AZ0328
 AZ0328;                    North         East    Units  Estimated Accuracy
 AZ0328;SPC TXSC     - 4,238,790.      327,950.      MT  (+/- 180 meters Scaled)
 AZ0328
 AZ0328                          SUPERSEDED SURVEY CONTROL
 AZ0328
 AZ0328.No superseded survey control is available for this station.
 AZ0328
 AZ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU279175(NAD 83)
 AZ0328_MARKER: DB = BENCH MARK DISK
 AZ0328_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0328_SP_SET: LEDGE
 AZ0328_STAMPING: C 29 1917 1516.79
 AZ0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0328+STABILITY: POSITION/ELEVATION WELL
 AZ0328
 AZ0328  HISTORY     - Date     Condition        Report By
 AZ0328  HISTORY     - 1917     MONUMENTED       CGS
 AZ0328  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0328
 AZ0328                          STATION DESCRIPTION
 AZ0328
 AZ0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0328'1.3 MI W FROM LOZIER.
 AZ0328'ABOUT 1.3 MILES WEST OF LOZIER, TERRILL CO., IN THE SOUTHERN PACIFIC
 AZ0328'RR, 1 TELEGRAPH POLE EAST OF MILEPOST 472 ABOUT 33 FEET SOUTH OF THE
 AZ0328'TRACK, ABOUT 6 FEET LOWER THAN THE TRACK, IN A ROCK LEDGE.  A STANDARD
 AZ0328'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0373 ***********************************************************************
 DO0373  DESIGNATION -  C 290
 DO0373  PID         -  DO0373
 DO0373  STATE/COUNTY-  TX/ARCHER
 DO0373  USGS QUAD   -  ARCHER CITY EAST (1963)
 DO0373
 DO0373                         *CURRENT SURVEY CONTROL
 DO0373  ___________________________________________________________________
 DO0373* NAD 83(1986)-  33 34 41.     (N)    098 31 52.     (W)     SCALED    
 DO0373* NAVD 88     -       296.323  (meters)     972.19   (feet)  ADJUSTED  
 DO0373  ___________________________________________________________________
 DO0373  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DO0373  DYNAMIC HT  -         295.987 (meters)     971.08  (feet)  COMP
 DO0373  MODELED GRAV-     979,496.0   (mgal)                       NAVD 88
 DO0373
 DO0373  VERT ORDER  -  SECOND    CLASS 0
 DO0373
 DO0373.The horizontal coordinates were scaled from a topographic map and have
 DO0373.an estimated accuracy of +/- 6 seconds.
 DO0373
 DO0373.The orthometric height was determined by differential leveling
 DO0373.and adjusted by the National Geodetic Survey in June 1991..
 DO0373
 DO0373.The geoid height was determined by GEOID03.
 DO0373
 DO0373.The dynamic height is computed by dividing the NAVD 88
 DO0373.geopotential number by the normal gravity value computed on the
 DO0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0373.degrees latitude (g = 980.6199 gals.).
 DO0373
 DO0373.The modeled gravity was interpolated from observed gravity values.
 DO0373
 DO0373;                    North         East    Units  Estimated Accuracy
 DO0373;SPC TXNC     - 2,211,960.      597,110.      MT  (+/- 180 meters Scaled)
 DO0373
 DO0373                          SUPERSEDED SURVEY CONTROL
 DO0373
 DO0373  NGVD 29 (??/??/92)  296.248  (m)          971.94   (f) ADJ UNCH    2 0
 DO0373
 DO0373.Superseded values are not recommended for survey control.
 DO0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0373.See file dsdata.txt to determine how the superseded data were derived.
 DO0373
 DO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC435154(NAD 83)
 DO0373_MARKER: DB = BENCH MARK DISK
 DO0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0373_STAMPING: C 290 1934 971.809
 DO0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0373+STABILITY: SURFACE MOTION
 DO0373
 DO0373  HISTORY     - Date     Condition        Report By
 DO0373  HISTORY     - 1934     MONUMENTED       CGS
 DO0373  HISTORY     - 1961     GOOD             NGS
 DO0373
 DO0373                          STATION DESCRIPTION
 DO0373
 DO0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0373'5.8 MI E FROM ARCHER CITY.
 DO0373'ABOUT 5.8 MILES EAST ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE AT
 DO0373'ARCHER CITY, OR 5.5 MILES WEST ALONG STATE HIGHWAY 25 FROM THE POST
 DO0373'OFFICE AT WINDTHORST, IN A FLAT AND ABOUT MIDWAY BETWEEN TWO HILLS,
 DO0373'0.2 MILE WEST OF A ROCK SLOPE, ABOUT 0.1 MILE WEST OF A CONCRETE
 DO0373'CULVERT 79 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH
 DO0373'OF A FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 DO0373'THE TOP OF A CONCRETE POST PROJECTING 16 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0178 ***********************************************************************
 DO0178  DESIGNATION -  C 291
 DO0178  PID         -  DO0178
 DO0178  STATE/COUNTY-  TX/JACK
 DO0178  USGS QUAD   -  JACKSBORO NE (1982)
 DO0178
 DO0178                         *CURRENT SURVEY CONTROL
 DO0178  ___________________________________________________________________
 DO0178* NAD 83(1986)-  33 08 08.     (N)    098 06 59.     (W)     SCALED    
 DO0178* NAVD 88     -       361.587  (meters)    1186.31   (feet)  ADJUSTED  
 DO0178  ___________________________________________________________________
 DO0178  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DO0178  DYNAMIC HT  -         361.164 (meters)    1184.92  (feet)  COMP
 DO0178  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 DO0178
 DO0178  VERT ORDER  -  SECOND    CLASS 0
 DO0178
 DO0178.The horizontal coordinates were scaled from a topographic map and have
 DO0178.an estimated accuracy of +/- 6 seconds.
 DO0178
 DO0178.The orthometric height was determined by differential leveling
 DO0178.and adjusted by the National Geodetic Survey in June 1991..
 DO0178
 DO0178.The geoid height was determined by GEOID03.
 DO0178
 DO0178.The dynamic height is computed by dividing the NAVD 88
 DO0178.geopotential number by the normal gravity value computed on the
 DO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0178.degrees latitude (g = 980.6199 gals.).
 DO0178
 DO0178.The modeled gravity was interpolated from observed gravity values.
 DO0178
 DO0178;                    North         East    Units  Estimated Accuracy
 DO0178;SPC TXNC     - 2,162,950.      635,790.      MT  (+/- 180 meters Scaled)
 DO0178
 DO0178                          SUPERSEDED SURVEY CONTROL
 DO0178
 DO0178  NGVD 29 (??/??/92)  361.499  (m)         1186.02   (f) ADJ UNCH    2 0
 DO0178
 DO0178.Superseded values are not recommended for survey control.
 DO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0178.See file dsdata.txt to determine how the superseded data were derived.
 DO0178
 DO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB824666(NAD 83)
 DO0178_MARKER: DB = BENCH MARK DISK
 DO0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0178_STAMPING: C 291 1934 1186.041
 DO0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0178+STABILITY: SURFACE MOTION
 DO0178
 DO0178  HISTORY     - Date     Condition        Report By
 DO0178  HISTORY     - 1934     MONUMENTED       CGS
 DO0178  HISTORY     - 1961     GOOD             NGS
 DO0178  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0178  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 DO0178
 DO0178                          STATION DESCRIPTION
 DO0178
 DO0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0178'7.2 MI SE FROM JACKSBORO.
 DO0178'ABOUT 4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0178'199 FROM THE COURTHOUSE AT JACKSBORO, THENCE 2.5 MILES SOUTH ALONG A
 DO0178'GRADED DIRT ROAD TO AN OIL PUMPING PLANT, THENCE 0.1 MILE EAST ALONG A
 DO0178'PRIVATE DIRT ROAD TO A STONE RANCH HOUSE, THENCE 0.4 MILE SOUTHEAST
 DO0178'ALONG A PRIVATE DIRT ROAD, ABOUT 0.3 MILE SOUTHEAST OF A GROUP OF OIL
 DO0178'TANKS 200 FEET SOUTHEAST OF AN OLD BRIDGE SITE ON THE GRADE OF THE
 DO0178'ABANDONED GULF, TEXAS AND WESTERN RAILROAD, 51 FEET SOUTHWEST OF THE
 DO0178'CENTER OF A FILL IN THE OLD RAILROAD, 12 FEET NORTHEAST OF THE CENTER
 DO0178'LINE OF A PRIVATE ROAD, 4 1/2 FEET SOUTHEAST OF A TELEPHONE POLE,
 DO0178'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, ABOUT 3 FEET BELOW THE LEVEL
 DO0178'OF THE FILL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DO0178'INCHES.
 DO0178
 DO0178                          STATION RECOVERY (2001)
 DO0178
 DO0178'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0178'MARK NOT FOUND.
 DO0178
 DO0178                          STATION RECOVERY (2005)
 DO0178
 DO0178'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0779 ***********************************************************************
 BZ0779  DESIGNATION -  C 292
 BZ0779  PID         -  BZ0779
 BZ0779  STATE/COUNTY-  TX/BOSQUE
 BZ0779  USGS QUAD   -  VALLEY MILLS (1979)
 BZ0779
 BZ0779                         *CURRENT SURVEY CONTROL
 BZ0779  ___________________________________________________________________
 BZ0779* NAD 83(1986)-  31 39 18.     (N)    097 28 31.     (W)     SCALED    
 BZ0779* NAVD 88     -       193.518  (meters)     634.90   (feet)  ADJUSTED  
 BZ0779  ___________________________________________________________________
 BZ0779  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BZ0779  DYNAMIC HT  -         193.271 (meters)     634.09  (feet)  COMP
 BZ0779  MODELED GRAV-     979,358.5   (mgal)                       NAVD 88
 BZ0779
 BZ0779  VERT ORDER  -  SECOND    CLASS 0
 BZ0779
 BZ0779.The horizontal coordinates were scaled from a topographic map and have
 BZ0779.an estimated accuracy of +/- 6 seconds.
 BZ0779
 BZ0779.The orthometric height was determined by differential leveling
 BZ0779.and adjusted by the National Geodetic Survey in June 1991..
 BZ0779
 BZ0779.The geoid height was determined by GEOID03.
 BZ0779
 BZ0779.The dynamic height is computed by dividing the NAVD 88
 BZ0779.geopotential number by the normal gravity value computed on the
 BZ0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0779.degrees latitude (g = 980.6199 gals.).
 BZ0779
 BZ0779.The modeled gravity was interpolated from observed gravity values.
 BZ0779
 BZ0779;                    North         East    Units  Estimated Accuracy
 BZ0779;SPC TX C     - 3,223,910.      971,030.      MT  (+/- 180 meters Scaled)
 BZ0779
 BZ0779                          SUPERSEDED SURVEY CONTROL
 BZ0779
 BZ0779  NGVD 29 (??/??/92)  193.482  (m)          634.78   (f) ADJ UNCH    2 0
 BZ0779
 BZ0779.Superseded values are not recommended for survey control.
 BZ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0779.See file dsdata.txt to determine how the superseded data were derived.
 BZ0779
 BZ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA445032(NAD 83)
 BZ0779_MARKER: DB = BENCH MARK DISK
 BZ0779_SETTING: 0 = UNSPECIFIED SETTING
 BZ0779_STAMPING: C 292 1934
 BZ0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0779
 BZ0779  HISTORY     - Date     Condition        Report By
 BZ0779  HISTORY     - 1934     MONUMENTED       CGS
 BZ0779  HISTORY     - 1966     GOOD             NGS
 BZ0779  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0779
 BZ0779                          STATION DESCRIPTION
 BZ0779
 BZ0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ0779'IN VALLEY MILLS.
 BZ0779'AT VALLEY MILLS, BOSQUE COUNTY, IN THE WALL OF THE CONCRETE FOUNDATION
 BZ0779'OF THE GULF, COLORADO AND SANTA FE RAILWAY STATION, DIRECTLY BELOW THE
 BZ0779'DESPATCHER WINDOW, 24 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 BZ0779'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED C 292 1934 AND
 BZ0779'SET VERTICALLY.
 BZ0779
 BZ0779                          STATION RECOVERY (2001)
 BZ0779
 BZ0779'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ0779'TRAIN STATION HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0736 ***********************************************************************
 CS0736  DESIGNATION -  C 294
 CS0736  PID         -  CS0736
 CS0736  STATE/COUNTY-  TX/ELLIS
 CS0736  USGS QUAD   -  MIDLOTHIAN (1978)
 CS0736
 CS0736                         *CURRENT SURVEY CONTROL
 CS0736  ___________________________________________________________________
 CS0736* NAD 83(1986)-  32 26 35.     (N)    096 55 39.     (W)     SCALED    
 CS0736* NAVD 88     -       186.306  (meters)     611.24   (feet)  ADJUSTED  
 CS0736  ___________________________________________________________________
 CS0736  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CS0736  DYNAMIC HT  -         186.084 (meters)     610.51  (feet)  COMP
 CS0736  MODELED GRAV-     979,447.7   (mgal)                       NAVD 88
 CS0736
 CS0736  VERT ORDER  -  SECOND    CLASS 0
 CS0736
 CS0736.The horizontal coordinates were scaled from a topographic map and have
 CS0736.an estimated accuracy of +/- 6 seconds.
 CS0736
 CS0736.The orthometric height was determined by differential leveling
 CS0736.and adjusted by the National Geodetic Survey in June 1991..
 CS0736
 CS0736.The geoid height was determined by GEOID03.
 CS0736
 CS0736.The dynamic height is computed by dividing the NAVD 88
 CS0736.geopotential number by the normal gravity value computed on the
 CS0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0736.degrees latitude (g = 980.6199 gals.).
 CS0736
 CS0736.The modeled gravity was interpolated from observed gravity values.
 CS0736
 CS0736;                    North         East    Units  Estimated Accuracy
 CS0736;SPC TXNC     - 2,087,200.      747,860.      MT  (+/- 180 meters Scaled)
 CS0736
 CS0736                          SUPERSEDED SURVEY CONTROL
 CS0736
 CS0736  NGVD 29 (??/??/92)  186.290  (m)          611.19   (f) ADJ UNCH    2 0
 CS0736
 CS0736.Superseded values are not recommended for survey control.
 CS0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0736.See file dsdata.txt to determine how the superseded data were derived.
 CS0736
 CS0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA948914(NAD 83)
 CS0736_MARKER: DB = BENCH MARK DISK
 CS0736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0736_SP_SET: BRIDGE
 CS0736_STAMPING: C 294 1934
 CS0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0736
 CS0736  HISTORY     - Date     Condition        Report By
 CS0736  HISTORY     - 1934     MONUMENTED       CGS
 CS0736  HISTORY     - 1965     GOOD             NGS
 CS0736
 CS0736                          STATION DESCRIPTION
 CS0736
 CS0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS0736'6.5 MI W FROM WAXAHACHIE.
 CS0736'6.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAIL ROAD FROM THE
 CS0736'STATION AT WAXAHACHIE, ELLIS COUNTY, 150 FEET EAST OF MILEPOST 18, AT
 CS0736'A CONCRETE BRIDGE, IN THE TOP OF THE WEST PIER, AND 8 FEET SOUTH OF
 CS0736'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED C 294 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0538 ***********************************************************************
 DM0538  DESIGNATION -  C 295
 DM0538  PID         -  DM0538
 DM0538  STATE/COUNTY-  TX/FANNIN
 DM0538  USGS QUAD   -  LADONIA (1964)
 DM0538
 DM0538                         *CURRENT SURVEY CONTROL
 DM0538  ___________________________________________________________________
 DM0538* NAD 83(1986)-  33 26 44.     (N)    095 55 58.     (W)     SCALED    
 DM0538* NAVD 88     -       168.812  (meters)     553.84   (feet)  ADJUSTED  
 DM0538  ___________________________________________________________________
 DM0538  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DM0538  DYNAMIC HT  -         168.633 (meters)     553.26  (feet)  COMP
 DM0538  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DM0538
 DM0538  VERT ORDER  -  SECOND    CLASS 0
 DM0538
 DM0538.The horizontal coordinates were scaled from a topographic map and have
 DM0538.an estimated accuracy of +/- 6 seconds.
 DM0538
 DM0538.The orthometric height was determined by differential leveling
 DM0538.and adjusted by the National Geodetic Survey in June 1991..
 DM0538
 DM0538.The geoid height was determined by GEOID03.
 DM0538
 DM0538.The dynamic height is computed by dividing the NAVD 88
 DM0538.geopotential number by the normal gravity value computed on the
 DM0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0538.degrees latitude (g = 980.6199 gals.).
 DM0538
 DM0538.The modeled gravity was interpolated from observed gravity values.
 DM0538
 DM0538;                    North         East    Units  Estimated Accuracy
 DM0538;SPC TXNC     - 2,200,180.      838,650.      MT  (+/- 180 meters Scaled)
 DM0538
 DM0538                          SUPERSEDED SURVEY CONTROL
 DM0538
 DM0538  NGVD 29 (??/??/92)  168.801  (m)          553.81   (f) ADJ UNCH    2 0
 DM0538
 DM0538.Superseded values are not recommended for survey control.
 DM0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0538.See file dsdata.txt to determine how the superseded data were derived.
 DM0538
 DM0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT273045(NAD 83)
 DM0538_MARKER: DB = BENCH MARK DISK
 DM0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0538_STAMPING: C 295 1934
 DM0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0538+STABILITY: SURFACE MOTION
 DM0538
 DM0538  HISTORY     - Date     Condition        Report By
 DM0538  HISTORY     - 1934     MONUMENTED       CGS
 DM0538  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0538  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DM0538
 DM0538                          STATION DESCRIPTION
 DM0538
 DM0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0538'1.8 MI N FROM LADONIA.
 DM0538'1.8 MILES N OF AND ALONG THE S.F.R.R.  42 FEET E OF THE CENTER OF THE
 DM0538'TRACK.  20 FEET S OF THE CENTER OF A SECONDARY ROAD CROSSING RAILWAY
 DM0538'AT THIS POINT.  30 FEET E OF CULVERT 1 G.  NOTE-- THE RAILROAD WAS
 DM0538'DISMANTLED.
 DM0538
 DM0538                          STATION RECOVERY (1964)
 DM0538
 DM0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0538'MARK NOT FOUND.
 DM0538
 DM0538                          STATION RECOVERY (1994)
 DM0538
 DM0538'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0554 ***********************************************************************
 DM0554  DESIGNATION -  C 296
 DM0554  PID         -  DM0554
 DM0554  STATE/COUNTY-  TX/LAMAR
 DM0554  USGS QUAD   -  ROXTON (1984)
 DM0554
 DM0554                         *CURRENT SURVEY CONTROL
 DM0554  ___________________________________________________________________
 DM0554* NAD 83(1986)-  33 36 49.     (N)    095 44 22.     (W)     SCALED    
 DM0554* NAVD 88     -       174.739  (meters)     573.29   (feet)  ADJUSTED  
 DM0554  ___________________________________________________________________
 DM0554  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DM0554  DYNAMIC HT  -         174.555 (meters)     572.69  (feet)  COMP
 DM0554  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 DM0554
 DM0554  VERT ORDER  -  SECOND    CLASS 0
 DM0554
 DM0554.The horizontal coordinates were scaled from a topographic map and have
 DM0554.an estimated accuracy of +/- 6 seconds.
 DM0554
 DM0554.The orthometric height was determined by differential leveling
 DM0554.and adjusted by the National Geodetic Survey in June 1991..
 DM0554
 DM0554.The geoid height was determined by GEOID03.
 DM0554
 DM0554.The dynamic height is computed by dividing the NAVD 88
 DM0554.geopotential number by the normal gravity value computed on the
 DM0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0554.degrees latitude (g = 980.6199 gals.).
 DM0554
 DM0554.The modeled gravity was interpolated from observed gravity values.
 DM0554
 DM0554;                    North         East    Units  Estimated Accuracy
 DM0554;SPC TXNC     - 2,219,270.      856,130.      MT  (+/- 180 meters Scaled)
 DM0554
 DM0554                          SUPERSEDED SURVEY CONTROL
 DM0554
 DM0554  NGVD 29 (??/??/92)  174.723  (m)          573.24   (f) ADJ UNCH    2 0
 DM0554
 DM0554.Superseded values are not recommended for survey control.
 DM0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0554.See file dsdata.txt to determine how the superseded data were derived.
 DM0554
 DM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT458226(NAD 83)
 DM0554_MARKER: DB = BENCH MARK DISK
 DM0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0554_STAMPING: C 296 1934
 DM0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0554+STABILITY: SURFACE MOTION
 DM0554
 DM0554  HISTORY     - Date     Condition        Report By
 DM0554  HISTORY     - 1934     MONUMENTED       CGS
 DM0554  HISTORY     - 1942     GOOD             NGS
 DM0554  HISTORY     - 19950613 GOOD             USPSQD
 DM0554
 DM0554                          STATION DESCRIPTION
 DM0554
 DM0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0554'2.6 MI W FROM BROOKSTON.
 DM0554'2.6 MI W OF AND ALONG THE T P R R.  24 FEET S OF THE CENTER OF THE
 DM0554'TRACK.  CLOSE TO THE R/W FENCE.  AT THE BASE OF MILE POST 102.  12
 DM0554'FEET W OF THE CENTER OF A ROAD CROSSING RAILROAD AND LEADING TO A
 DM0554'WHITE FARMHOUSE JUST N OF THE TRACK.
 DM0554
 DM0554                          STATION RECOVERY (1942)
 DM0554
 DM0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 DM0554'RECOVERED IN GOOD CONDITION.
 DM0554
 DM0554                          STATION RECOVERY (1995)
 DM0554
 DM0554'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1340 ***********************************************************************
 BY1340  DESIGNATION -  C 298
 BY1340  PID         -  BY1340
 BY1340  STATE/COUNTY-  TX/CHEROKEE
 BY1340  USGS QUAD   -  FOREST (1973)
 BY1340
 BY1340                         *CURRENT SURVEY CONTROL
 BY1340  ___________________________________________________________________
 BY1340* NAD 83(1986)-  31 32 15.     (N)    095 02 17.     (W)     SCALED    
 BY1340* NAVD 88     -        79.36   (+/-2cm)     260.4    (feet)  VERTCON   
 BY1340  ___________________________________________________________________
 BY1340  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BY1340
 BY1340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1340
 BY1340.The horizontal coordinates were scaled from a topographic map and have
 BY1340.an estimated accuracy of +/- 6 seconds.
 BY1340
 BY1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1340.The vertical order pertains to the NGVD 29 superseded value.
 BY1340
 BY1340.The geoid height was determined by GEOID03.
 BY1340
 BY1340;                    North         East    Units  Estimated Accuracy
 BY1340;SPC TX C     - 3,219,360.    1,202,640.      MT  (+/- 180 meters Scaled)
 BY1340
 BY1340                          SUPERSEDED SURVEY CONTROL
 BY1340
 BY1340  NGVD 29 (??/??/92)   79.403  (m)          260.51   (f) ADJ UNCH    2 0
 BY1340
 BY1340.Superseded values are not recommended for survey control.
 BY1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1340.See file dsdata.txt to determine how the superseded data were derived.
 BY1340
 BY1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ065909(NAD 83)
 BY1340_MARKER: Z = SEE DESCRIPTION
 BY1340_SETTING: 0 = UNSPECIFIED SETTING
 BY1340_STAMPING: C 298 1934
 BY1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1340
 BY1340  HISTORY     - Date     Condition        Report By
 BY1340  HISTORY     - 1934     MONUMENTED       CGS
 BY1340  HISTORY     - 1938     GOOD             NGS
 BY1340  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1340  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1340
 BY1340                          STATION DESCRIPTION
 BY1340
 BY1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1340'1.6 MI N FROM WILDHURST.
 BY1340'1.6 MILES NORTH OF WILDHURST FROM ROAD CROSSING R.R. BY RAIL.  ON THE
 BY1340'ST. L. AND S.W. R.R.  AT THE SOUTHEAST END OF THE CHRONISTER SIDING.
 BY1340'21.0 FT. EAST OF THE CENTER OF THE MAIN TRACK.  18.0 FT. SOUTH OF THE
 BY1340'CENTERLINE OF A DIM ROAD CROSSING.  1 POLE NORTH OF TEL. POLE NO.
 BY1340'612/15.  3.0 FT. SOUTH OF A TEL POLE.  3.0 FT. ABOVE TOP OF RAIL OF
 BY1340'MAIN TRACK.
 BY1340
 BY1340                          STATION RECOVERY (1973)
 BY1340
 BY1340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1340'MARK NOT FOUND.
 BY1340
 BY1340                          STATION RECOVERY (1996)
 BY1340
 BY1340'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0304 ***********************************************************************
 BY0304  DESIGNATION -  C 299
 BY0304  PID         -  BY0304
 BY0304  STATE/COUNTY-  TX/NACOGDOCHES
 BY0304  USGS QUAD   -  ETOILE NORTH (1984)
 BY0304
 BY0304                         *CURRENT SURVEY CONTROL
 BY0304  ___________________________________________________________________
 BY0304* NAD 83(1986)-  31 23 03.     (N)    094 26 09.     (W)     SCALED    
 BY0304* NAVD 88     -        56.66   (+/-2cm)     185.9    (feet)  VERTCON   
 BY0304  ___________________________________________________________________
 BY0304  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BY0304
 BY0304  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0304
 BY0304.The horizontal coordinates were scaled from a topographic map and have
 BY0304.an estimated accuracy of +/- 6 seconds.
 BY0304
 BY0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0304.The vertical order pertains to the NGVD 29 superseded value.
 BY0304
 BY0304.The geoid height was determined by GEOID03.
 BY0304
 BY0304;                    North         East    Units  Estimated Accuracy
 BY0304;SPC TX C     - 3,205,260.    1,260,650.      MT  (+/- 180 meters Scaled)
 BY0304
 BY0304                          SUPERSEDED SURVEY CONTROL
 BY0304
 BY0304  NGVD 29 (??/??/92)   56.704  (m)          186.04   (f) ADJ UNCH    2 0
 BY0304
 BY0304.Superseded values are not recommended for survey control.
 BY0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0304.See file dsdata.txt to determine how the superseded data were derived.
 BY0304
 BY0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ634730(NAD 83)
 BY0304_MARKER: DB = BENCH MARK DISK
 BY0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0304_STAMPING: C 299 1934
 BY0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0304+STABILITY: SURFACE MOTION
 BY0304
 BY0304  HISTORY     - Date     Condition        Report By
 BY0304  HISTORY     - 1934     MONUMENTED       CGS
 BY0304  HISTORY     - 1949     GOOD             NGS
 BY0304  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0304
 BY0304                          STATION DESCRIPTION
 BY0304
 BY0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0304'IN ETOILE.
 BY0304'AT ETOILE, NACOGDOCHES COUNTY, 0.2 MILE SOUTHEAST OF THE POST OFFICE,
 BY0304'ON THE ANGELINA AND NECHES RIVER RAILROAD, NEAR A ROAD CROSSING, 194
 BY0304'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 61 FEET NORTHWEST OF THE
 BY0304'NORTHWEST RAIL OF THE TRACK, 98 FEET SOUTHEAST OF THE SOUTH CORNER OF
 BY0304'A WHITE FRAME HOUSE, 61 FEET NORTH OF A SWITCH BLOCK, 21 FEET
 BY0304'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 1.2 FEET SOUTHEAST OF A WHITE
 BY0304'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0304'0.2 FOOT ABOVE GROUND.
 BY0304
 BY0304                          STATION RECOVERY (1949)
 BY0304
 BY0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BY0304'RECOVERED IN GOOD CONDITION.
 BY0304
 BY0304                          STATION RECOVERY (1998)
 BY0304
 BY0304'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0214 ***********************************************************************
 BZ0214  DESIGNATION -  C 300
 BZ0214  PID         -  BZ0214
 BZ0214  STATE/COUNTY-  TX/FREESTONE
 BZ0214  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0214
 BZ0214                         *CURRENT SURVEY CONTROL
 BZ0214  ___________________________________________________________________
 BZ0214* NAD 83(1986)-  31 46 36.     (N)    096 12 37.     (W)     SCALED    
 BZ0214* NAVD 88     -       122.729  (meters)     402.65   (feet)  ADJUSTED  
 BZ0214  ___________________________________________________________________
 BZ0214  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 BZ0214  DYNAMIC HT  -         122.583 (meters)     402.17  (feet)  COMP
 BZ0214  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 BZ0214
 BZ0214  VERT ORDER  -  SECOND    CLASS 0
 BZ0214
 BZ0214.The horizontal coordinates were scaled from a topographic map and have
 BZ0214.an estimated accuracy of +/- 6 seconds.
 BZ0214
 BZ0214.The orthometric height was determined by differential leveling
 BZ0214.and adjusted by the National Geodetic Survey in June 1991..
 BZ0214
 BZ0214.The geoid height was determined by GEOID03.
 BZ0214
 BZ0214.The dynamic height is computed by dividing the NAVD 88
 BZ0214.geopotential number by the normal gravity value computed on the
 BZ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0214.degrees latitude (g = 980.6199 gals.).
 BZ0214
 BZ0214.The modeled gravity was interpolated from observed gravity values.
 BZ0214
 BZ0214;                    North         East    Units  Estimated Accuracy
 BZ0214;SPC TX C     - 3,241,150.    1,090,440.      MT  (+/- 180 meters Scaled)
 BZ0214
 BZ0214                          SUPERSEDED SURVEY CONTROL
 BZ0214
 BZ0214  NGVD 29 (??/??/92)  122.716  (m)          402.61   (f) ADJ UNCH    2 0
 BZ0214
 BZ0214.Superseded values are not recommended for survey control.
 BZ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0214.See file dsdata.txt to determine how the superseded data were derived.
 BZ0214
 BZ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA641190(NAD 83)
 BZ0214_MARKER: DB = BENCH MARK DISK
 BZ0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0214_STAMPING: C 300 1934
 BZ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0214+STABILITY: SURFACE MOTION
 BZ0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0214+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BZ0214
 BZ0214  HISTORY     - Date     Condition        Report By
 BZ0214  HISTORY     - 1934     MONUMENTED       CGS
 BZ0214  HISTORY     - 1948     GOOD             NGS
 BZ0214  HISTORY     - 20020824 GOOD             USPSQD
 BZ0214
 BZ0214                          STATION DESCRIPTION
 BZ0214
 BZ0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0214'4.6 MI NW FROM FAIRFIELD.
 BZ0214'0.2 MILE SOUTHWEST ALONG U. S. HIGHWAY 84 FROM THE COURTHOUSE AT
 BZ0214'FAIRFIELD, THENCE 4.4 MILES NORTHWEST ALONG U.S. HIGHWAY 75, AT THE
 BZ0214'TOP OF A HILL, 0.75 MILE SOUTHEAST OF STONE DWELLING WHICH IS ON THE
 BZ0214'NORTHEAST SIDE OF THE HIGHWAY, 49.0 FEET SOUTHWEST OF THE CENTER LINE
 BZ0214'OF THE HIGHWAY, 34.0 FEET SOUTHEAST OF THE CENTER LINE OF A LITTLE
 BZ0214'USED TRAIL WHICH LEADS SOUTHWEST ABOUT 300.0 FEET TO TWO LONE OAK
 BZ0214'TREES WHICH PROBABLY MARK THE LOCATION OF A DESTROYED DWELLING, IN THE
 BZ0214'TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 BZ0214
 BZ0214                          STATION RECOVERY (2002)
 BZ0214
 BZ0214'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2029 ***********************************************************************
 CS2029  DESIGNATION -  C 301
 CS2029  PID         -  CS2029
 CS2029  STATE/COUNTY-  TX/JOHNSON
 CS2029  USGS QUAD   -  GRANDVIEW (1978)
 CS2029
 CS2029                         *CURRENT SURVEY CONTROL
 CS2029  ___________________________________________________________________
 CS2029* NAD 83(1986)-  32 22 01.     (N)    097 12 24.     (W)     SCALED    
 CS2029* NAVD 88     -       202.864  (meters)     665.56   (feet)  ADJUSTED  
 CS2029  ___________________________________________________________________
 CS2029  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CS2029  DYNAMIC HT  -         202.621 (meters)     664.77  (feet)  COMP
 CS2029  MODELED GRAV-     979,433.3   (mgal)                       NAVD 88
 CS2029
 CS2029  VERT ORDER  -  FIRST     CLASS II
 CS2029
 CS2029.The horizontal coordinates were scaled from a topographic map and have
 CS2029.an estimated accuracy of +/- 6 seconds.
 CS2029
 CS2029.The orthometric height was determined by differential leveling
 CS2029.and adjusted by the National Geodetic Survey in June 1991..
 CS2029
 CS2029.The geoid height was determined by GEOID03.
 CS2029
 CS2029.The dynamic height is computed by dividing the NAVD 88
 CS2029.geopotential number by the normal gravity value computed on the
 CS2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2029.degrees latitude (g = 980.6199 gals.).
 CS2029
 CS2029.The modeled gravity was interpolated from observed gravity values.
 CS2029
 CS2029;                    North         East    Units  Estimated Accuracy
 CS2029;SPC TXNC     - 2,078,400.      721,710.      MT  (+/- 180 meters Scaled)
 CS2029
 CS2029                          SUPERSEDED SURVEY CONTROL
 CS2029
 CS2029  NGVD 29 (??/??/92)  202.837  (m)          665.47   (f) ADJ UNCH    1 2
 CS2029
 CS2029.Superseded values are not recommended for survey control.
 CS2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2029.See file dsdata.txt to determine how the superseded data were derived.
 CS2029
 CS2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA687825(NAD 83)
 CS2029_MARKER: DB = BENCH MARK DISK
 CS2029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2029_SP_SET: ABUTMENT
 CS2029_STAMPING: C 301 1934
 CS2029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2029
 CS2029  HISTORY     - Date     Condition        Report By
 CS2029  HISTORY     - 1934     MONUMENTED       CGS
 CS2029  HISTORY     - 1953     MARK NOT FOUND   NGS
 CS2029  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2029  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2029  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 CS2029
 CS2029                          STATION DESCRIPTION
 CS2029
 CS2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS2029'2.0 MI S FROM ALVARADO.
 CS2029'2.0 MI S OF AND ALONG THE M K AND T R R DISK IS SET HORIZONTALLY IN W
 CS2029'END OF N ABUTMENT OR BRIDGE 786.0.
 CS2029
 CS2029                          STATION RECOVERY (1953)
 CS2029
 CS2029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CS2029'MARK NOT FOUND.
 CS2029
 CS2029                          STATION RECOVERY (1983)
 CS2029
 CS2029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2029'MARK NOT FOUND.
 CS2029
 CS2029                          STATION RECOVERY (1991)
 CS2029
 CS2029'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDT)
 CS2029'MARK NOT FOUND.
 CS2029
 CS2029                          STATION RECOVERY (1994)
 CS2029
 CS2029'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0011 ***********************************************************************
 BL0011  DESIGNATION -  C 304
 BL0011  PID         -  BL0011
 BL0011  STATE/COUNTY-  TX/TYLER
 BL0011  USGS QUAD   -  COLMESNEIL (1984)
 BL0011
 BL0011                         *CURRENT SURVEY CONTROL
 BL0011  ___________________________________________________________________
 BL0011* NAD 83(1986)-  30 52 46.     (N)    094 25 20.     (W)     SCALED    
 BL0011* NAVD 88     -        74.09   (+/-2cm)     243.1    (feet)  VERTCON   
 BL0011  ___________________________________________________________________
 BL0011  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BL0011
 BL0011  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0011
 BL0011.The horizontal coordinates were scaled from a topographic map and have
 BL0011.an estimated accuracy of +/- 6 seconds.
 BL0011
 BL0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0011.The vertical order pertains to the NGVD 29 superseded value.
 BL0011
 BL0011.The geoid height was determined by GEOID03.
 BL0011
 BL0011;                    North         East    Units  Estimated Accuracy
 BL0011;SPC TX C     - 3,149,460.    1,264,910.      MT  (+/- 180 meters Scaled)
 BL0011
 BL0011                          SUPERSEDED SURVEY CONTROL
 BL0011
 BL0011  NGVD 29 (??/??/92)   74.092  (m)          243.08   (f) ADJ UNCH    2 0
 BL0011
 BL0011.Superseded values are not recommended for survey control.
 BL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0011.See file dsdata.txt to determine how the superseded data were derived.
 BL0011
 BL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ640171(NAD 83)
 BL0011_MARKER: DB = BENCH MARK DISK
 BL0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0011_STAMPING: C 304 1934
 BL0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0011+STABILITY: SURFACE MOTION
 BL0011
 BL0011  HISTORY     - Date     Condition        Report By
 BL0011  HISTORY     - 1934     MONUMENTED       CGS
 BL0011
 BL0011                          STATION DESCRIPTION
 BL0011
 BL0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0011'1.9 MI SE FROM COLMESNEIL.
 BL0011'1.9 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0011'COLMESNEIL, TYLER COUNTY, 0.1 MILE NORTHEAST OF MILEPOST 92, AT A ROAD
 BL0011'CROSSING, 60 FEET EAST OF THE CENTERLINE OF THE TRACK, 12 FEET
 BL0011'SOUTHWEST OF A GROUP OF THREE OAK TREES, 9 FEET INSIDE THE
 BL0011'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0300 ***********************************************************************
 BL0300  DESIGNATION -  C 305 RESET 1951
 BL0300  PID         -  BL0300
 BL0300  STATE/COUNTY-  TX/HARDIN
 BL0300  USGS QUAD   -  VOTH (1993)
 BL0300
 BL0300                         *CURRENT SURVEY CONTROL
 BL0300  ___________________________________________________________________
 BL0300* NAD 83(1986)-  30 11 43.     (N)    094 11 23.     (W)     SCALED    
 BL0300* NAVD 88     -        10.30   (+/-2cm)      33.8    (feet)  VERTCON   
 BL0300  ___________________________________________________________________
 BL0300  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0300
 BL0300  VERT ORDER  -  THIRD (See Below)
 BL0300
 BL0300.The horizontal coordinates were scaled from a topographic map and have
 BL0300.an estimated accuracy of +/- 6 seconds.
 BL0300
 BL0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0300.The vertical order pertains to the NGVD 29 superseded value.
 BL0300
 BL0300.The geoid height was determined by GEOID03.
 BL0300
 BL0300;                    North         East    Units  Estimated Accuracy
 BL0300;SPC TX C     - 3,074,930.    1,291,300.      MT  (+/- 180 meters Scaled)
 BL0300
 BL0300                          SUPERSEDED SURVEY CONTROL
 BL0300
 BL0300  NGVD 29 (??/??/??)   10.31   (m)           33.8    (f) RESET       3  
 BL0300
 BL0300.Superseded values are not recommended for survey control.
 BL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0300.See file dsdata.txt to determine how the superseded data were derived.
 BL0300
 BL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP854410(NAD 83)
 BL0300_MARKER: DB = BENCH MARK DISK
 BL0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0300_STAMPING: C 305 RESET 1951
 BL0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0300+STABILITY: SURFACE MOTION
 BL0300
 BL0300  HISTORY     - Date     Condition        Report By
 BL0300  HISTORY     - 1951     MONUMENTED       CGS
 BL0300  HISTORY     - 19930202 GOOD             USPSQD
 BL0300  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 BL0300  HISTORY     - 20050127 MARK NOT FOUND   USPSQD
 BL0300
 BL0300                          STATION DESCRIPTION
 BL0300
 BL0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BL0300'1.4 MI N FROM VOTH.
 BL0300'IN HARDIN COUNTY, 1.4 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS
 BL0300'RAILROAD FROM VOTH, JEFFERSON COUNTY, ON THE EAST SIDE OF U.S. HIGHWAY
 BL0300'287 AND 69, BETWEEN THE HIGHWAY AND THE SANTA FE RAILROAD (THE T. AND
 BL0300'N. O. R.R. IS ALONG THE WEST SIDE OF THE HIGHWAY), 12 YARDS WEST OF
 BL0300'THE CENTERLINE OF THE SANTA FE TRACKS, 10 YARDS EAST OF THE CENTERLINE
 BL0300'OF THE HIGHWAY, AND 3 FEET EAST OF A LINE OF POLES.  A STANDARD DISK,
 BL0300'STAMPED C 305 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST
 BL0300'PROJECTING 3 INCHES ABOVE GROUND.
 BL0300
 BL0300                          STATION RECOVERY (1993)
 BL0300
 BL0300'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0300'RECOVERED IN GOOD CONDITION.
 BL0300
 BL0300                          STATION RECOVERY (1995)
 BL0300
 BL0300'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0300'MARK NOT FOUND.
 BL0300
 BL0300                          STATION RECOVERY (2005)
 BL0300
 BL0300'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2087 ***********************************************************************
 AW2087  DESIGNATION -  C 306
 AW2087  PID         -  AW2087
 AW2087  STATE/COUNTY-  TX/BRAZORIA
 AW2087  USGS QUAD   -  MANVEL (1974)
 AW2087
 AW2087                         *CURRENT SURVEY CONTROL
 AW2087  ___________________________________________________________________
 AW2087* NAD 83(1986)-  29 27 31.     (N)    095 20 30.     (W)     SCALED    
 AW2087* NAVD 88     -        15.41   (+/-2cm)      50.6    (feet)  VERTCON   
 AW2087  ___________________________________________________________________
 AW2087  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW2087
 AW2087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2087
 AW2087.The horizontal coordinates were scaled from a topographic map and have
 AW2087.an estimated accuracy of +/- 6 seconds.
 AW2087
 AW2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2087.The vertical order pertains to the NGVD 29 superseded value.
 AW2087
 AW2087.The geoid height was determined by GEOID03.
 AW2087
 AW2087;                    North         East    Units  Estimated Accuracy
 AW2087;SPC TXSC     - 4,185,670.      954,770.      MT  (+/- 180 meters Scaled)
 AW2087
 AW2087                          SUPERSEDED SURVEY CONTROL
 AW2087
 AW2087  NGVD 29 (??/??/92)   15.409  (m)           50.55   (f) ADJ UNCH    2 0
 AW2087
 AW2087.Superseded values are not recommended for survey control.
 AW2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2087.See file dsdata.txt to determine how the superseded data were derived.
 AW2087
 AW2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN729610(NAD 83)
 AW2087_MARKER: DB = BENCH MARK DISK
 AW2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2087_STAMPING: C 306 1935
 AW2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2087+STABILITY: SURFACE MOTION
 AW2087
 AW2087  HISTORY     - Date     Condition        Report By
 AW2087  HISTORY     - 1935     MONUMENTED       CGS
 AW2087  HISTORY     - 1943     GOOD             NGS
 AW2087  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2087  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 AW2087
 AW2087                          STATION DESCRIPTION
 AW2087
 AW2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW2087'1.0 MI E FROM MANVEL.
 AW2087'1.0 MILE EAST ALONG THE GULF, COLORADO, AND SANTA FE RAILWAY FROM THE
 AW2087'STATION AT MANVEL, BRAZORIA COUNTY, 8.2 FEET WEST OF MILE POLE 35, 41
 AW2087'FEET SOUTH OF THE SOUTH RAIL, 34 FEET NORTH OF THE CENTERLINE OF A
 AW2087'ROAD, 8 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 2 FEET EAST OF A WHITE
 AW2087'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW2087'ABOUT 0.2 FOOT ABOVE GROUND.
 AW2087
 AW2087                          STATION RECOVERY (1943)
 AW2087
 AW2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW2087'RECOVERED IN GOOD CONDITION.
 AW2087
 AW2087                          STATION RECOVERY (1978)
 AW2087
 AW2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2087'NOT RECOVERED.  NOTE=A DRAINAGE DITCH HAS BEEN DUG HERE.
 AW2087
 AW2087                          STATION RECOVERY (1996)
 AW2087
 AW2087'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0299 ***********************************************************************
 AX0299  DESIGNATION -  C 307
 AX0299  PID         -  AX0299
 AX0299  STATE/COUNTY-  TX/WHARTON
 AX0299  USGS QUAD   -  HUNGERFORD (1980)
 AX0299
 AX0299                         *CURRENT SURVEY CONTROL
 AX0299  ___________________________________________________________________
 AX0299* NAD 83(1986)-  29 24 42.     (N)    096 03 34.     (W)     SCALED    
 AX0299* NAVD 88     -        31.338  (meters)     102.81   (feet)  ADJUSTED  
 AX0299  ___________________________________________________________________
 AX0299  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0299  DYNAMIC HT  -          31.294 (meters)     102.67  (feet)  COMP
 AX0299  MODELED GRAV-     979,248.1   (mgal)                       NAVD 88
 AX0299
 AX0299  VERT ORDER  -  FIRST     CLASS I
 AX0299
 AX0299.The horizontal coordinates were scaled from a topographic map and have
 AX0299.an estimated accuracy of +/- 6 seconds.
 AX0299
 AX0299.The orthometric height was determined by differential leveling
 AX0299.and adjusted by the National Geodetic Survey in June 1991..
 AX0299
 AX0299.The geoid height was determined by GEOID03.
 AX0299
 AX0299.The dynamic height is computed by dividing the NAVD 88
 AX0299.geopotential number by the normal gravity value computed on the
 AX0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0299.degrees latitude (g = 980.6199 gals.).
 AX0299
 AX0299.The modeled gravity was interpolated from observed gravity values.
 AX0299
 AX0299;                    North         East    Units  Estimated Accuracy
 AX0299;SPC TXSC     - 4,178,510.      885,310.      MT  (+/- 180 meters Scaled)
 AX0299
 AX0299                          SUPERSEDED SURVEY CONTROL
 AX0299
 AX0299  NGVD 29 (12/23/87)   31.338  (m)          102.81   (f) ADJUSTED    1 1
 AX0299
 AX0299.Superseded values are not recommended for survey control.
 AX0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0299.See file dsdata.txt to determine how the superseded data were derived.
 AX0299
 AX0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT853571(NAD 83)
 AX0299_MARKER: DB = BENCH MARK DISK
 AX0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0299_SP_SET: CONCRETE POST
 AX0299_STAMPING: C 307 1935
 AX0299_MARK LOGO: CGS   
 AX0299_PROJECTION: PROJECTING 10 CENTIMETERS
 AX0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0299+STABILITY: SURFACE MOTION
 AX0299
 AX0299  HISTORY     - Date     Condition        Report By
 AX0299  HISTORY     - 1935     MONUMENTED       CGS
 AX0299  HISTORY     - 1966     GOOD             USGS
 AX0299  HISTORY     - 1987     GOOD             NGS
 AX0299
 AX0299                          STATION DESCRIPTION
 AX0299
 AX0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0299'1.3 MI NE FROM HUNGERFORD.
 AX0299'1.3 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0299'STATION AT HUNGERFORD, WHARTON COUNTY, 300 FEET NORTHEAST OF BRIDGE
 AX0299'NO. 18 A, 12 FEET NORTHEAST OF MILEPOST 18, 40.7 FEET SOUTHEAST OF THE
 AX0299'CENTER LINE OF THE TRACK, 59.3 FEET NORTHWEST OF THE CENTER LINE OF
 AX0299'U.S. HIGHWAY 59, 7 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1.9 FEET
 AX0299'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 AX0299'THE TRACK.  A STANDARD DISK, STAMPED C 307 1935 AND SET IN THE TOP OF
 AX0299'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AX0299
 AX0299                          STATION RECOVERY (1966)
 AX0299
 AX0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AX0299'1.3 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0299'STATION AT HUNGERFORD, WHARTON COUNTY, 300 FEET NORTHEAST OF BRIDGE
 AX0299'NO. 18 A, 12 FEET NORTHEAST OF MILEPOST 18, 40.7 FEET SOUTHEAST OF
 AX0299'THE CENTER LINE OF THE TRACK, 59.3 FEET NORTHWEST OF THE CENTER LINE
 AX0299'OF U.S. HIGHWAY 59, 7 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1.9
 AX0299'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 AX0299'HIGHER THAN THE TRACK. A STANDARD DISK, STAMPED "C 307 1935" AND SET
 AX0299'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX0299'THIS BENCH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 AX0299'THE RIGHT-OF-WAY FENCE HAS BEEN TORE DOWN AND THE WITNESS POST IS
 AX0299'GONE. A DIRECTION FOR THE BEARING TO BENCH MARK WAS TAKEN FROM
 AX0299'TRIANGULATION STATION HUNGERFORD 2.
 AX0299
 AX0299                          STATION RECOVERY (1987)
 AX0299
 AX0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0299'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.30 KM (0.8
 AX0299'MI) NORTHEAST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF STATE
 AX0299'HIGHWAY 60 IN HUNGERFORD, THENCE 0.9 KM (0.56 MI) NORTHEAST ALONG US
 AX0299'HIGHWAY 59, 40.8 METERS (134 FT) NORTHWEST OF THE CENTERLINE OF THE
 AX0299'SOUTHBOUND LANES OF THE HIGHWAY, 18.0 METERS (59.3 FT) NORTHWEST OF
 AX0299'THE CENTERLINE OF OLD HIGHWAY 59, 11.6 METERS (38.2 FT) SOUTHEAST OF
 AX0299'THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 2.4
 AX0299'METERS (8.0 FT) NORTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING
 AX0299'SOUTHEAST.
 AX0299'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AX0299'THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2504 ***********************************************************************
 AW2504  DESIGNATION -  C 310
 AW2504  PID         -  AW2504
 AW2504  STATE/COUNTY-  TX/CHAMBERS
 AW2504  USGS QUAD   -  HIGH ISLAND (1994)
 AW2504
 AW2504                         *CURRENT SURVEY CONTROL
 AW2504  ___________________________________________________________________
 AW2504* NAD 83(1986)-  29 35 41.     (N)    094 23 17.     (W)     SCALED    
 AW2504* NAVD 88     -         2.57   (+/-2cm)       8.4    (feet)  VERTCON   
 AW2504  ___________________________________________________________________
 AW2504  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW2504
 AW2504  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2504
 AW2504.The horizontal coordinates were scaled from a topographic map and have
 AW2504.an estimated accuracy of +/- 6 seconds.
 AW2504
 AW2504.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2504.The vertical order pertains to the NGVD 29 superseded value.
 AW2504
 AW2504.The geoid height was determined by GEOID03.
 AW2504
 AW2504;                    North         East    Units  Estimated Accuracy
 AW2504;SPC TXSC     - 4,204,020.    1,046,610.      MT  (+/- 180 meters Scaled)
 AW2504
 AW2504                          SUPERSEDED SURVEY CONTROL
 AW2504
 AW2504  NGVD 29 (??/??/92)    2.574  (m)            8.44   (f) ADJ UNCH    1 2
 AW2504
 AW2504.Superseded values are not recommended for survey control.
 AW2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2504.See file dsdata.txt to determine how the superseded data were derived.
 AW2504
 AW2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN655746(NAD 83)
 AW2504_MARKER: DB = BENCH MARK DISK
 AW2504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2504_SP_SET: CONCRETE BASE
 AW2504_STAMPING: C 310 1935 8.661
 AW2504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2504
 AW2504  HISTORY     - Date     Condition        Report By
 AW2504  HISTORY     - 1935     MONUMENTED       CGS
 AW2504  HISTORY     - 1958     GOOD             NGS
 AW2504  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2504  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW2504  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2504  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW2504
 AW2504                          STATION DESCRIPTION
 AW2504
 AW2504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2504'2.5 MI N FROM HIGH ISLAND.
 AW2504'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2504'HIGH ISLAND, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE BASE OF
 AW2504'A RAILROAD DRAW BRIDGE OVER THE INTRACOASTAL CANAL, ABOUT 250 FEET
 AW2504'EAST OF THE HIGHWAY, 8 1/2 FEET EAST OF THE EAST RAIL OF THE GULF,
 AW2504'COLORADO AND SANTA FE RAILROAD, AND ABOUT 7 FEET BELOW THE LEVEL OF
 AW2504'THE TRACKS.
 AW2504
 AW2504                          STATION RECOVERY (1978)
 AW2504
 AW2504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2504'RAILROAD DRAW BRIDGE IS NO LONGER HERE.
 AW2504
 AW2504                          STATION RECOVERY (1996)
 AW2504
 AW2504'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2504'MARK NOT FOUND.
 AW2504
 AW2504                          STATION RECOVERY (2001)
 AW2504
 AW2504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2504'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2504
 AW2504                          STATION RECOVERY (2003)
 AW2504
 AW2504'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW2504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2505 ***********************************************************************
 AW2505  DESIGNATION -  C 310 RESET 1968
 AW2505  PID         -  AW2505
 AW2505  STATE/COUNTY-  TX/CHAMBERS
 AW2505  USGS QUAD   -  HIGH ISLAND (1994)
 AW2505
 AW2505                         *CURRENT SURVEY CONTROL
 AW2505  ___________________________________________________________________
 AW2505* NAD 83(1986)-  29 35 43.     (N)    094 23 20.     (W)     SCALED    
 AW2505* NAVD 88     -         0.78   (+/-2cm)       2.6    (feet)  VERTCON   
 AW2505  ___________________________________________________________________
 AW2505  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW2505
 AW2505  VERT ORDER  -  THIRD (See Below)
 AW2505
 AW2505.The horizontal coordinates were scaled from a topographic map and have
 AW2505.an estimated accuracy of +/- 6 seconds.
 AW2505
 AW2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2505.The vertical order pertains to the NGVD 29 superseded value.
 AW2505
 AW2505.The geoid height was determined by GEOID03.
 AW2505
 AW2505;                    North         East    Units  Estimated Accuracy
 AW2505;SPC TXSC     - 4,204,080.    1,046,530.      MT  (+/- 180 meters Scaled)
 AW2505
 AW2505                          SUPERSEDED SURVEY CONTROL
 AW2505
 AW2505  NGVD 29 (01/29/03)    0.78   (m)            2.6    (f) RESET       3  
 AW2505
 AW2505.Superseded values are not recommended for survey control.
 AW2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2505.See file dsdata.txt to determine how the superseded data were derived.
 AW2505
 AW2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN654747(NAD 83)
 AW2505_MARKER: DB = BENCH MARK DISK
 AW2505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2505_SP_SET: BRIDGE
 AW2505_STAMPING: C 310 RESET 1968
 AW2505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2505
 AW2505  HISTORY     - Date     Condition        Report By
 AW2505  HISTORY     - 1968     MONUMENTED       USE
 AW2505  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2505  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW2505
 AW2505                          STATION DESCRIPTION
 AW2505
 AW2505'DESCRIBED BY US ENGINEERS 1968
 AW2505'2.55 MI N FROM HIGH ISLAND.
 AW2505'ABOUT 2.55 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2505'HIGH ISLAND TO THE SECOND SCHELL ROAD LEADING EAST AND A WOODEN BRIDGE
 AW2505'ACROSS A DITCH, 47.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11.7
 AW2505'FEET SOUTH OF THE CENTER LINE OF THE WOODEN BRIDGE, AT THE SOUTHWEST
 AW2505'CORNER OF THE WOODEN BRIDGE AND ABOUT 2 INCHES ABOVE THE GROUND.
 AW2505
 AW2505                          STATION RECOVERY (2004)
 AW2505
 AW2505'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2505'MARK NOT FOUND.
 AW2505
 AW2505                          STATION RECOVERY (2005)
 AW2505
 AW2505'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1443 ***********************************************************************
 BL1443  DESIGNATION -  C 312 RESET 1947
 BL1443  PID         -  BL1443
 BL1443  STATE/COUNTY-  TX/GRIMES
 BL1443  USGS QUAD   -  STONEHAM (1961)
 BL1443
 BL1443                         *CURRENT SURVEY CONTROL
 BL1443  ___________________________________________________________________
 BL1443* NAD 83(1986)-  30 20 07.     (N)    095 53 18.     (W)     SCALED    
 BL1443* NAVD 88     -       105.10   (+/-2cm)     344.8    (feet)  VERTCON   
 BL1443  ___________________________________________________________________
 BL1443  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL1443
 BL1443  VERT ORDER  -  THIRD (See Below)
 BL1443
 BL1443.The horizontal coordinates were scaled from a topographic map and have
 BL1443.an estimated accuracy of +/- 6 seconds.
 BL1443
 BL1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1443.The vertical order pertains to the NGVD 29 superseded value.
 BL1443
 BL1443.The geoid height was determined by GEOID03.
 BL1443
 BL1443;                    North         East    Units  Estimated Accuracy
 BL1443;SPC TX C     - 3,082,660.    1,127,300.      MT  (+/- 180 meters Scaled)
 BL1443
 BL1443                          SUPERSEDED SURVEY CONTROL
 BL1443
 BL1443  NGVD 29 (??/??/??)  105.08   (m)          344.8    (f) RESET       3  
 BL1443
 BL1443.Superseded values are not recommended for survey control.
 BL1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1443.See file dsdata.txt to determine how the superseded data were derived.
 BL1443
 BL1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP223594(NAD 83)
 BL1443_MARKER: DB = BENCH MARK DISK
 BL1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1443_STAMPING: C 312 1935 RESET 1947
 BL1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1443+STABILITY: SURFACE MOTION
 BL1443
 BL1443  HISTORY     - Date     Condition        Report By
 BL1443  HISTORY     - 1947     MONUMENTED       CGS
 BL1443  HISTORY     - 1948     GOOD             NGS
 BL1443  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1443
 BL1443                          STATION DESCRIPTION
 BL1443
 BL1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BL1443'1.8 MI SE FROM STONEHAM.
 BL1443'1.8 MILES SOUTHEAST ALONG THE INTERNATIONAL-GREAT NORTHERN RAILWAY
 BL1443'(MISSOURI PACIFIC RAILWAY) FROM THE STATION AT STONEHAM, APPROXIMATELY
 BL1443'300.0 FEET WEST OF THE TRACK AND NEAR THE GULF, COLORADO AND SANTA FE
 BL1443'RAILWAY OVERPASS, 96.0 FEET SOUTH OF THE SOUTH RAIL OF THE GULF,
 BL1443'COLORADO AND SANTA FE RAILWAY MEASURED FROM A POINT 290.1 FEET WEST OF
 BL1443'THE WEST END OF THE STEEL SPAN OF THE GULF, COLORADO AND SANTA FE
 BL1443'RAILWAY OVERPASS NO. 41C OVER THE INTERNATIONAL-GREAT NORTHERN
 BL1443'RAILWAY, 49.7 FEET WEST OF A T-JUNCTION OF FENCE LINES AND THE NORTH
 BL1443'END OF A HEDGE ROW WHICH RUNS NORTH-SOUTH ALONG A FENCE LINE, 13.2
 BL1443'FEET EAST OF A 10-INCH OAK TREE WHICH IS USED AS A FENCE POST, 1.0
 BL1443'FOOT NORTH OF A RIGHT-OF-WAY FENCE LINE, 10.0 FEET BELOW THE GULF,
 BL1443'COLORADO AND SANTA FE RAILWAY TRACK, SET IN THE TOP OF A CONCRETE POST
 BL1443'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BL1443
 BL1443                          STATION RECOVERY (1999)
 BL1443
 BL1443'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1315 ***********************************************************************
 BL1315  DESIGNATION -  C 313
 BL1315  PID         -  BL1315
 BL1315  STATE/COUNTY-  TX/LIBERTY
 BL1315  USGS QUAD   -  FOSTORIA (1997)
 BL1315
 BL1315                         *CURRENT SURVEY CONTROL
 BL1315  ___________________________________________________________________
 BL1315* NAD 83(1986)-  30 19 53.     (N)    095 08 31.     (W)     SCALED    
 BL1315* NAVD 88     -        51.72   (+/-2cm)     169.7    (feet)  VERTCON   
 BL1315  ___________________________________________________________________
 BL1315  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1315
 BL1315  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1315
 BL1315.The horizontal coordinates were scaled from a topographic map and have
 BL1315.an estimated accuracy of +/- 6 seconds.
 BL1315
 BL1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1315.The vertical order pertains to the NGVD 29 superseded value.
 BL1315
 BL1315.The geoid height was determined by GEOID03.
 BL1315
 BL1315;                    North         East    Units  Estimated Accuracy
 BL1315;SPC TX C     - 3,085,340.    1,199,020.      MT  (+/- 180 meters Scaled)
 BL1315
 BL1315                          SUPERSEDED SURVEY CONTROL
 BL1315
 BL1315  NGVD 29 (??/??/92)   51.728  (m)          169.71   (f) ADJ UNCH    2 0
 BL1315
 BL1315.Superseded values are not recommended for survey control.
 BL1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1315.See file dsdata.txt to determine how the superseded data were derived.
 BL1315
 BL1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP940574(NAD 83)
 BL1315_MARKER: DB = BENCH MARK DISK
 BL1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1315_STAMPING: C 313 1935
 BL1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1315+STABILITY: SURFACE MOTION
 BL1315
 BL1315  HISTORY     - Date     Condition        Report By
 BL1315  HISTORY     - 1935     MONUMENTED       CGS
 BL1315  HISTORY     - 1954     GOOD             NGS
 BL1315
 BL1315                          STATION DESCRIPTION
 BL1315
 BL1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1315'1.6 MI E FROM FOSTORIA.
 BL1315'1.6 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1315'STATION AT FOSTORIA, 0.3 MILE EAST OF MILEPOST 91, AT A PRIVATE ROAD
 BL1315'CROSSING, 44.5 FEET SOUTH OF THE SOUTH RAIL, 30 FEET NORTH OF THE
 BL1315'CENTER LINE OF A DIRT ROAD, 45 FEET EAST OF THE CENTER LINE OF A
 BL1315'PRIVATE ROAD, 1.5 FEET EAST OF A WITNESS POST, 3.2 FEET NORTH OF A
 BL1315'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BL1315'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0054 ***********************************************************************
 BM0054  DESIGNATION -  C 314
 BM0054  PID         -  BM0054
 BM0054  STATE/COUNTY-  TX/BRAZOS
 BM0054  USGS QUAD   -  BRYAN WEST (1980)
 BM0054
 BM0054                         *CURRENT SURVEY CONTROL
 BM0054  ___________________________________________________________________
 BM0054* NAD 83(1986)-  30 43 11.     (N)    096 25 30.     (W)     SCALED    
 BM0054* NAVD 88     -        99.30   (+/-2cm)     325.8    (feet)  VERTCON   
 BM0054  ___________________________________________________________________
 BM0054  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BM0054
 BM0054  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0054
 BM0054.The horizontal coordinates were scaled from a topographic map and have
 BM0054.an estimated accuracy of +/- 6 seconds.
 BM0054
 BM0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0054.The vertical order pertains to the NGVD 29 superseded value.
 BM0054
 BM0054.The geoid height was determined by GEOID03.
 BM0054
 BM0054;                    North         East    Units  Estimated Accuracy
 BM0054;SPC TX C     - 3,123,310.    1,074,230.      MT  (+/- 180 meters Scaled)
 BM0054
 BM0054                          SUPERSEDED SURVEY CONTROL
 BM0054
 BM0054  NGVD 29 (??/??/92)   99.264  (m)          325.67   (f) ADJ UNCH    2 0
 BM0054
 BM0054.Superseded values are not recommended for survey control.
 BM0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0054.See file dsdata.txt to determine how the superseded data were derived.
 BM0054
 BM0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV465013(NAD 83)
 BM0054_MARKER: DB = BENCH MARK DISK
 BM0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0054_STAMPING: C 314 1935
 BM0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0054+STABILITY: SURFACE MOTION
 BM0054
 BM0054  HISTORY     - Date     Condition        Report By
 BM0054  HISTORY     - 1935     MONUMENTED       CGS
 BM0054  HISTORY     - 1979     POOR             LOCENG
 BM0054  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0054
 BM0054                          STATION DESCRIPTION
 BM0054
 BM0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0054'5.0 MI N FROM BRYAN.
 BM0054'5.0 MILES NORTH OF AND ALONG THE S.P.R.R.  400 YARDS NORTH OF R.R.
 BM0054'BRIDGE 104A, 17 YARDS NORTH OF CENTER OF A CROSSROAD, AND 18 YARDS
 BM0054'EAST OF CENTER OF THE TRACK.
 BM0054
 BM0054                          STATION RECOVERY (1979)
 BM0054
 BM0054'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 BM0054'MARK RECOVERED IN POOR CONDITION.
 BM0054
 BM0054                          STATION RECOVERY (1994)
 BM0054
 BM0054'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1649 ***********************************************************************
 AX1649  DESIGNATION -  C 316
 AX1649  PID         -  AX1649
 AX1649  STATE/COUNTY-  TX/DE WITT
 AX1649  USGS QUAD   -  CUERO (1987)
 AX1649
 AX1649                         *CURRENT SURVEY CONTROL
 AX1649  ___________________________________________________________________
 AX1649* NAD 83(1986)-  29 06 05.     (N)    097 19 57.     (W)     SCALED    
 AX1649* NAVD 88     -        53.90   (+/-2cm)     176.8    (feet)  VERTCON   
 AX1649  ___________________________________________________________________
 AX1649  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1649
 AX1649  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1649
 AX1649.The horizontal coordinates were scaled from a topographic map and have
 AX1649.an estimated accuracy of +/- 6 seconds.
 AX1649
 AX1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1649.The vertical order pertains to the NGVD 29 superseded value.
 AX1649
 AX1649.The geoid height was determined by GEOID03.
 AX1649
 AX1649;                    North         East    Units  Estimated Accuracy
 AX1649;SPC TXSC     - 4,141,690.      762,290.      MT  (+/- 180 meters Scaled)
 AX1649
 AX1649                          SUPERSEDED SURVEY CONTROL
 AX1649
 AX1649  NGVD 29 (??/??/92)   53.911  (m)          176.87   (f) ADJ UNCH    2 0
 AX1649
 AX1649.Superseded values are not recommended for survey control.
 AX1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1649.See file dsdata.txt to determine how the superseded data were derived.
 AX1649
 AX1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT622203(NAD 83)
 AX1649_MARKER: DB = BENCH MARK DISK
 AX1649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1649_SP_SET: PIER
 AX1649_STAMPING: C-316 1935
 AX1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1649
 AX1649  HISTORY     - Date     Condition        Report By
 AX1649  HISTORY     - 1935     MONUMENTED       CGS
 AX1649  HISTORY     - 20010331 GOOD             NGS
 AX1649
 AX1649                          STATION DESCRIPTION
 AX1649
 AX1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1649'2.4 MI NW FROM CUERO.
 AX1649'2.4 MILES NORTHWEST OF AND ALONG S. P. R. R. DISK IS IN SOUTH SIDE OF
 AX1649'WEST PIER OF A BRIDGE OVER THE GUADALUPE RIVER.
 AX1649
 AX1649                          STATION RECOVERY (2001)
 AX1649
 AX1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1649'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1887 ***********************************************************************
 AX1887  DESIGNATION -  C 317
 AX1887  PID         -  AX1887
 AX1887  STATE/COUNTY-  TX/KARNES
 AX1887  USGS QUAD   -  KOSCIUSKO (1987)
 AX1887
 AX1887                         *CURRENT SURVEY CONTROL
 AX1887  ___________________________________________________________________
 AX1887* NAD 83(1986)-  29 03 03.     (N)    097 56 17.     (W)     SCALED    
 AX1887* NAVD 88     -        98.29   (+/-2cm)     322.5    (feet)  VERTCON   
 AX1887  ___________________________________________________________________
 AX1887  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX1887
 AX1887  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1887
 AX1887.The horizontal coordinates were scaled from a topographic map and have
 AX1887.an estimated accuracy of +/- 6 seconds.
 AX1887
 AX1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1887.The vertical order pertains to the NGVD 29 superseded value.
 AX1887
 AX1887.The geoid height was determined by GEOID03.
 AX1887
 AX1887;                    North         East    Units  Estimated Accuracy
 AX1887;SPC TXSC     - 4,135,400.      703,410.      MT  (+/- 180 meters Scaled)
 AX1887
 AX1887                          SUPERSEDED SURVEY CONTROL
 AX1887
 AX1887  NGVD 29 (??/??/92)   98.238  (m)          322.30   (f) ADJ UNCH    2 0
 AX1887
 AX1887.Superseded values are not recommended for survey control.
 AX1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1887.See file dsdata.txt to determine how the superseded data were derived.
 AX1887
 AX1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT033140(NAD 83)
 AX1887_MARKER: DB = BENCH MARK DISK
 AX1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1887_STAMPING: C 317 1935
 AX1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1887+STABILITY: SURFACE MOTION
 AX1887
 AX1887  HISTORY     - Date     Condition        Report By
 AX1887  HISTORY     - 1935     MONUMENTED       CGS
 AX1887  HISTORY     - 1943     GOOD             NGS
 AX1887
 AX1887                          STATION DESCRIPTION
 AX1887
 AX1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1887'3.05 MI N FROM CHESTOHOWA.
 AX1887'TO REACH FROM A 453.8 FOOT STEEL AND CONCRETE HIGHWAY BRIDGE AT
 AX1887'CHESTOHOWA, PROCEED 2.8 MILES NORTHERLY ALONG STATE HIGHWAY NO. 123 TO
 AX1887'THE INTERSECTION OF A DIRT CROSS ROAD, THENCE 0.25 MILE SOUTHWESTERLY
 AX1887'ALONG A DIRT ROAD TO THE INTERSECTION OF THE OLD ABANDONED KOSCIUSKO
 AX1887'ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 57.4 FEET NORTHWEST OF AND
 AX1887'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF A ROAD RUNNING NORTHEAST
 AX1887'AND SOUTHWEST.  IT IS 33.5 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD
 AX1887'ABANDONED KOSCIUSKO ROAD, 2.9 FEET SOUTHWEST OF A 4X4 INCH WHITE
 AX1887'WOODEN MARKER POST AND IN LINE WITH A FENCE RUNNING NORTHWEST AND
 AX1887'SOUTHEAST.  A DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1430 ***********************************************************************
 BY1430  DESIGNATION -  C 318
 BY1430  PID         -  BY1430
 BY1430  STATE/COUNTY-  TX/HOUSTON
 BY1430  USGS QUAD   -  BEREA (1951)
 BY1430
 BY1430                         *CURRENT SURVEY CONTROL
 BY1430  ___________________________________________________________________
 BY1430* NAD 83(1986)-  31 20 38.     (N)    095 15 53.     (W)     SCALED    
 BY1430* NAVD 88     -       128.19   (+/-2cm)     420.6    (feet)  VERTCON   
 BY1430  ___________________________________________________________________
 BY1430  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY1430
 BY1430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1430
 BY1430.The horizontal coordinates were scaled from a topographic map and have
 BY1430.an estimated accuracy of +/- 6 seconds.
 BY1430
 BY1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1430.The vertical order pertains to the NGVD 29 superseded value.
 BY1430
 BY1430.The geoid height was determined by GEOID03.
 BY1430
 BY1430;                    North         East    Units  Estimated Accuracy
 BY1430;SPC TX C     - 3,196,920.    1,182,110.      MT  (+/- 180 meters Scaled)
 BY1430
 BY1430                          SUPERSEDED SURVEY CONTROL
 BY1430
 BY1430  NGVD 29 (??/??/92)  128.200  (m)          420.60   (f) ADJ UNCH    2 0
 BY1430
 BY1430.Superseded values are not recommended for survey control.
 BY1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1430.See file dsdata.txt to determine how the superseded data were derived.
 BY1430
 BY1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ845699(NAD 83)
 BY1430_MARKER: DB = BENCH MARK DISK
 BY1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1430_STAMPING: C 318 1935
 BY1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1430+STABILITY: SURFACE MOTION
 BY1430
 BY1430  HISTORY     - Date     Condition        Report By
 BY1430  HISTORY     - 1935     MONUMENTED       CGS
 BY1430  HISTORY     - 1948     GOOD             NGS
 BY1430
 BY1430                          STATION DESCRIPTION
 BY1430
 BY1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1430'4.8 MI W FROM KENNARD.
 BY1430'4.8 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1430'SERVICE ROAD NO. 25 AT KENNARD, 0.55 MILE WEST OF THE JUNCTION OF
 BY1430'FOREST SERVICE ROAD NO. 14, ABOUT 150.0 FEET EAST OF THE TOP OF A RISE
 BY1430'IN THE HIGHWAY, 515.0 FEET (MEASURED), WEST OF THE WEST END OF THE
 BY1430'SOUTH HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY, 45.3 FEET
 BY1430'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET WEST OF A REFERENCE
 BY1430'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 BY1430'GROUND.  NOTE-- BENCH MARK FORMERLY REPORTED AS BEING 8.4 MILES WEST
 BY1430'OF RATCLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0294 ***********************************************************************
 BM0294  DESIGNATION -  C 319
 BM0294  PID         -  BM0294
 BM0294  STATE/COUNTY-  TX/ROBERTSON
 BM0294  USGS QUAD   -  CALVERT (1989)
 BM0294
 BM0294                         *CURRENT SURVEY CONTROL
 BM0294  ___________________________________________________________________
 BM0294* NAD 83(1986)-  30 56 26.     (N)    096 38 20.     (W)     SCALED    
 BM0294* NAVD 88     -        97.78   (+/-2cm)     320.8    (feet)  VERTCON   
 BM0294  ___________________________________________________________________
 BM0294  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0294
 BM0294  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0294
 BM0294.The horizontal coordinates were scaled from a topographic map and have
 BM0294.an estimated accuracy of +/- 6 seconds.
 BM0294
 BM0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0294.The vertical order pertains to the NGVD 29 superseded value.
 BM0294
 BM0294.The geoid height was determined by GEOID03.
 BM0294
 BM0294;                    North         East    Units  Estimated Accuracy
 BM0294;SPC TX C     - 3,147,080.    1,052,950.      MT  (+/- 180 meters Scaled)
 BM0294
 BM0294                          SUPERSEDED SURVEY CONTROL
 BM0294
 BM0294  NGVD 29 (??/??/92)   97.742  (m)          320.68   (f) ADJ UNCH    2 0
 BM0294
 BM0294.Superseded values are not recommended for survey control.
 BM0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0294.See file dsdata.txt to determine how the superseded data were derived.
 BM0294
 BM0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV255254(NAD 83)
 BM0294_MARKER: DB = BENCH MARK DISK
 BM0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0294_SP_SET: ABUTMENT
 BM0294_STAMPING: C 319 1935
 BM0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0294
 BM0294  HISTORY     - Date     Condition        Report By
 BM0294  HISTORY     - 1935     MONUMENTED       CGS
 BM0294  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0294
 BM0294                          STATION DESCRIPTION
 BM0294
 BM0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0294'3.4 MI S FROM CALVERT.
 BM0294'3.4 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0294'STATION AT CALVERT, ROBERTSON COUNTY, AT A LIMESTONE CULVERT, AND IN
 BM0294'THE TOP OF THE WEST END OF THE SOUTH ABUTMENT.  A STANDARD DISK,
 BM0294'STAMPED C 319 1935.
 BM0294
 BM0294                          STATION RECOVERY (1994)
 BM0294
 BM0294'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0082 ***********************************************************************
 AZ0082  DESIGNATION -  C 32
 AZ0082  PID         -  AZ0082
 AZ0082  STATE/COUNTY-  TX/KINNEY
 AZ0082  USGS QUAD   -  ODLAW (1974)
 AZ0082
 AZ0082                         *CURRENT SURVEY CONTROL
 AZ0082  ___________________________________________________________________
 AZ0082* NAD 83(1986)-  29 14 04.     (N)    100 09 24.     (W)     SCALED    
 AZ0082* NAVD 88     -       327.729  (meters)    1075.22   (feet)  POSTED    
 AZ0082  ___________________________________________________________________
 AZ0082  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0082  DYNAMIC HT  -         327.250 (meters)    1073.65  (feet)  COMP
 AZ0082  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 AZ0082
 AZ0082  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0082
 AZ0082.The horizontal coordinates were scaled from a topographic map and have
 AZ0082.an estimated accuracy of +/- 6 seconds.
 AZ0082
 AZ0082.The orthometric height was determined by differential leveling
 AZ0082.and adjusted by the National Geodetic Survey in 1992..
 AZ0082.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0082.rate of 0.0 thru 1.0 mm/km.
 AZ0082
 AZ0082.The geoid height was determined by GEOID03.
 AZ0082
 AZ0082.The dynamic height is computed by dividing the NAVD 88
 AZ0082.geopotential number by the normal gravity value computed on the
 AZ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0082.degrees latitude (g = 980.6199 gals.).
 AZ0082
 AZ0082.The modeled gravity was interpolated from observed gravity values.
 AZ0082
 AZ0082;                    North         East    Units  Estimated Accuracy
 AZ0082;SPC TXSC     - 4,155,840.      487,570.      MT  (+/- 180 meters Scaled)
 AZ0082
 AZ0082                          SUPERSEDED SURVEY CONTROL
 AZ0082
 AZ0082  NGVD 29 (??/??/92)  327.624  (m)         1074.88   (f) ADJ UNCH    1 2
 AZ0082
 AZ0082.Superseded values are not recommended for survey control.
 AZ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0082.See file dsdata.txt to determine how the superseded data were derived.
 AZ0082
 AZ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT875345(NAD 83)
 AZ0082_MARKER: DB = BENCH MARK DISK
 AZ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0082_STAMPING: C 32 1917 ELEV 1074.617 FT
 AZ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0082+STABILITY: SURFACE MOTION
 AZ0082
 AZ0082  HISTORY     - Date     Condition        Report By
 AZ0082  HISTORY     - 1917     MONUMENTED       CGS
 AZ0082  HISTORY     - 1957     GOOD             NGS
 AZ0082  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0082
 AZ0082                          STATION DESCRIPTION
 AZ0082
 AZ0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0082'4.65 MI W FROM CLINE.
 AZ0082'4.65 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0082'STATION AT CLINE, 3 1/2 RAILS WEST OF THE WEST END OF TRESTLE 323.96,
 AZ0082'100 FEET EAST OF MILEPOST 324, 70 FEET WEST OF A FENCE CORNER, 48 FEET
 AZ0082'SOUTH OF THE SOUTH RAIL, 8 FEET SOUTH OF A FENCE, 1 FOOT NORTH OF A
 AZ0082'WITNESS POST, 7 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 AZ0082'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AZ0082
 AZ0082                          STATION RECOVERY (1982)
 AZ0082
 AZ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0082'MARK SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0185 ***********************************************************************
 AO0185  DESIGNATION -  C 32
 AO0185  PID         -  AO0185
 AO0185  STATE/COUNTY-  TX/FRIO
 AO0185  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0185
 AO0185                         *CURRENT SURVEY CONTROL
 AO0185  ___________________________________________________________________
 AO0185* NAD 83(1986)-  28 50 31.     (N)    099 06 40.     (W)     SCALED    
 AO0185* NAVD 88     -       183.713  (meters)     602.73   (feet)  ADJUSTED  
 AO0185  ___________________________________________________________________
 AO0185  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AO0185  DYNAMIC HT  -         183.444 (meters)     601.85  (feet)  COMP
 AO0185  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AO0185
 AO0185  VERT ORDER  -  FIRST     CLASS II
 AO0185
 AO0185.The horizontal coordinates were scaled from a topographic map and have
 AO0185.an estimated accuracy of +/- 6 seconds.
 AO0185
 AO0185.The orthometric height was determined by differential leveling
 AO0185.and adjusted by the National Geodetic Survey in June 1991..
 AO0185
 AO0185.The geoid height was determined by GEOID03.
 AO0185
 AO0185.The dynamic height is computed by dividing the NAVD 88
 AO0185.geopotential number by the normal gravity value computed on the
 AO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0185.degrees latitude (g = 980.6199 gals.).
 AO0185
 AO0185.The modeled gravity was interpolated from observed gravity values.
 AO0185
 AO0185;                    North         East    Units  Estimated Accuracy
 AO0185;SPC TXSC     - 4,111,790.      589,160.      MT  (+/- 180 meters Scaled)
 AO0185
 AO0185                          SUPERSEDED SURVEY CONTROL
 AO0185
 AO0185  NGVD 29 (??/??/92)  183.589  (m)          602.32   (f) ADJ UNCH    1 2
 AO0185
 AO0185.Superseded values are not recommended for survey control.
 AO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0185.See file dsdata.txt to determine how the superseded data were derived.
 AO0185
 AO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS891904(NAD 83)
 AO0185_MARKER: DD = SURVEY DISK
 AO0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0185_STAMPING: PRIM TRAV STA NO 33 LS 1925 TEX C 32
 AO0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0185+STABILITY: SURFACE MOTION
 AO0185
 AO0185  HISTORY     - Date     Condition        Report By
 AO0185  HISTORY     - 1925     MONUMENTED       USGS
 AO0185  HISTORY     - 1956     GOOD             NGS
 AO0185  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AO0185  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AO0185  HISTORY     - 20030524 MARK NOT FOUND   USPSQD
 AO0185
 AO0185                          STATION DESCRIPTION
 AO0185
 AO0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0185'3.6 MI S FROM PEARSALL.
 AO0185'3.6 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0185'FROM THE STATION AT PEARSALL, AT A ROAD CROSSING, 94 FEET WEST OF THE
 AO0185'CENTER LINE OF U.S. HIGHWAY 81, 43 FEET NORTH OF THE CENTER LINE OF A
 AO0185'ROAD LEADING WEST, 54 FEET EAST OF THE EAST RAIL, 14 FEET SOUTHEAST OF
 AO0185'A TELEPHONE POLE, 1.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AO0185'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 AO0185
 AO0185                          STATION RECOVERY (1996)
 AO0185
 AO0185'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0185'MARK NOT FOUND.
 AO0185
 AO0185                          STATION RECOVERY (1998)
 AO0185
 AO0185'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0185'MARK NOT FOUND.
 AO0185
 AO0185                          STATION RECOVERY (2003)
 AO0185
 AO0185'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0527 ***********************************************************************
 BZ0527  DESIGNATION -  C 320
 BZ0527  PID         -  BZ0527
 BZ0527  STATE/COUNTY-  TX/FALLS
 BZ0527  USGS QUAD   -  RIESEL (1978)
 BZ0527
 BZ0527                         *CURRENT SURVEY CONTROL
 BZ0527  ___________________________________________________________________
 BZ0527* NAD 83(1986)-  31 26 45.     (N)    096 55 32.     (W)     SCALED    
 BZ0527* NAVD 88     -       143.44   (+/-2cm)     470.6    (feet)  VERTCON   
 BZ0527  ___________________________________________________________________
 BZ0527  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BZ0527
 BZ0527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0527
 BZ0527.The horizontal coordinates were scaled from a topographic map and have
 BZ0527.an estimated accuracy of +/- 6 seconds.
 BZ0527
 BZ0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0527.The vertical order pertains to the NGVD 29 superseded value.
 BZ0527
 BZ0527.The geoid height was determined by GEOID03.
 BZ0527
 BZ0527;                    North         East    Units  Estimated Accuracy
 BZ0527;SPC TX C     - 3,202,190.    1,023,850.      MT  (+/- 180 meters Scaled)
 BZ0527
 BZ0527                          SUPERSEDED SURVEY CONTROL
 BZ0527
 BZ0527  NGVD 29 (??/??/92)  143.390  (m)          470.44   (f) ADJ UNCH    2 0
 BZ0527
 BZ0527.Superseded values are not recommended for survey control.
 BZ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0527.See file dsdata.txt to determine how the superseded data were derived.
 BZ0527
 BZ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV971808(NAD 83)
 BZ0527_MARKER: DB = BENCH MARK DISK
 BZ0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0527_STAMPING: C 320 1935
 BZ0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0527+STABILITY: SURFACE MOTION
 BZ0527
 BZ0527  HISTORY     - Date     Condition        Report By
 BZ0527  HISTORY     - 1935     MONUMENTED       CGS
 BZ0527  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0527  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0527
 BZ0527                          STATION DESCRIPTION
 BZ0527
 BZ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0527'2 MI S FROM RIESEL.
 BZ0527'IN FALLS COUNTY, 2.0 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS
 BZ0527'RAILROAD FROM THE STATION AT RIESEL, MCLENNAN COUNTY, ABOUT 320 YARDS
 BZ0527'SOUTH OF MILEPOST 28, AT A PRIVATE-ROAD CROSSING, 44 FEET WEST OF THE
 BZ0527'CENTERLINE OF THE TRACK, AND 16 FEET NORTH OF THE CENTERLINE OF THE
 BZ0527'ROAD.  A STANDARD DISK, STAMPED C 320 1935 AND SET IN THE TOP OF A
 BZ0527'CONCRETE POST.
 BZ0527
 BZ0527                          STATION RECOVERY (2001)
 BZ0527
 BZ0527'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ0527'MARK NOT FOUND.
 BZ0527
 BZ0527                          STATION RECOVERY (2003)
 BZ0527
 BZ0527'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0025 ***********************************************************************
 BZ0025  DESIGNATION -  C 321
 BZ0025  PID         -  BZ0025
 BZ0025  STATE/COUNTY-  TX/LIMESTONE
 BZ0025  USGS QUAD   -  FALLON (1982)
 BZ0025
 BZ0025                         *CURRENT SURVEY CONTROL
 BZ0025  ___________________________________________________________________
 BZ0025* NAD 83(1986)-  31 35 38.     (N)    096 29 40.     (W)     SCALED    
 BZ0025* NAVD 88     -       126.75   (+/-2cm)     415.8    (feet)  VERTCON   
 BZ0025  ___________________________________________________________________
 BZ0025  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ0025
 BZ0025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0025
 BZ0025.The horizontal coordinates were scaled from a topographic map and have
 BZ0025.an estimated accuracy of +/- 6 seconds.
 BZ0025
 BZ0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0025.The vertical order pertains to the NGVD 29 superseded value.
 BZ0025
 BZ0025.The geoid height was determined by GEOID03.
 BZ0025
 BZ0025;                    North         East    Units  Estimated Accuracy
 BZ0025;SPC TX C     - 3,219,930.    1,064,240.      MT  (+/- 180 meters Scaled)
 BZ0025
 BZ0025                          SUPERSEDED SURVEY CONTROL
 BZ0025
 BZ0025  NGVD 29 (??/??/92)  126.703  (m)          415.69   (f) ADJ UNCH    2 0
 BZ0025
 BZ0025.Superseded values are not recommended for survey control.
 BZ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0025.See file dsdata.txt to determine how the superseded data were derived.
 BZ0025
 BZ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV377981(NAD 83)
 BZ0025_MARKER: DB = BENCH MARK DISK
 BZ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0025_STAMPING: C 321 1935
 BZ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0025+STABILITY: SURFACE MOTION
 BZ0025
 BZ0025  HISTORY     - Date     Condition        Report By
 BZ0025  HISTORY     - 1935     MONUMENTED       CGS
 BZ0025
 BZ0025                          STATION DESCRIPTION
 BZ0025
 BZ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0025'5.5 MI N FROM GROESBECK.
 BZ0025'5.5 MI N OF AND ALONG THE SOUTHERN PACIFIC RR. AT A ROAD CROSSING.
 BZ0025'ABOUT 50 YARDS S OF MILEPOST 175.  40 FEET N OF CENTER OF CROSSROAD.
 BZ0025'48 FEET W OF CENTER OF TRACK.  7 FEET N OF R/W FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0785 ***********************************************************************
 BZ0785  DESIGNATION -  C 322
 BZ0785  PID         -  BZ0785
 BZ0785  STATE/COUNTY-  TX/MCLENNAN
 BZ0785  USGS QUAD   -  LORENA (1993)
 BZ0785
 BZ0785                         *CURRENT SURVEY CONTROL
 BZ0785  ___________________________________________________________________
 BZ0785* NAD 83(1986)-  31 22 52.     (N)    097 12 56.     (W)     SCALED    
 BZ0785* NAVD 88     -       180.449  (meters)     592.02   (feet)  ADJUSTED  
 BZ0785  ___________________________________________________________________
 BZ0785  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ0785  DYNAMIC HT  -         180.216 (meters)     591.26  (feet)  COMP
 BZ0785  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BZ0785
 BZ0785  VERT ORDER  -  FIRST     CLASS II
 BZ0785
 BZ0785.The horizontal coordinates were scaled from a topographic map and have
 BZ0785.an estimated accuracy of +/- 6 seconds.
 BZ0785
 BZ0785.The orthometric height was determined by differential leveling
 BZ0785.and adjusted by the National Geodetic Survey in June 1991..
 BZ0785.WARNING-Repeat measurements at this control monument indicate possible
 BZ0785.vertical movement.
 BZ0785
 BZ0785.The geoid height was determined by GEOID03.
 BZ0785
 BZ0785.The dynamic height is computed by dividing the NAVD 88
 BZ0785.geopotential number by the normal gravity value computed on the
 BZ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0785.degrees latitude (g = 980.6199 gals.).
 BZ0785
 BZ0785.The modeled gravity was interpolated from observed gravity values.
 BZ0785
 BZ0785;                    North         East    Units  Estimated Accuracy
 BZ0785;SPC TX C     - 3,194,210.      996,500.      MT  (+/- 180 meters Scaled)
 BZ0785
 BZ0785                          SUPERSEDED SURVEY CONTROL
 BZ0785
 BZ0785  NGVD 29 (??/??/92)  180.392  (m)          591.84   (f) ADJ UNCH    1 2
 BZ0785
 BZ0785.Superseded values are not recommended for survey control.
 BZ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0785.See file dsdata.txt to determine how the superseded data were derived.
 BZ0785
 BZ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV696732(NAD 83)
 BZ0785_MARKER: DB = BENCH MARK DISK
 BZ0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0785_SP_SET: BASE
 BZ0785_STAMPING: C 322 1935
 BZ0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0785
 BZ0785  HISTORY     - Date     Condition        Report By
 BZ0785  HISTORY     - 1935     MONUMENTED       CGS
 BZ0785  HISTORY     - 1980     GOOD             NGS
 BZ0785  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 BZ0785
 BZ0785                          STATION DESCRIPTION
 BZ0785
 BZ0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0785'IN LORENA.
 BZ0785'SET VERTICAL.  0.6 FOOT SOUTH OF THE N.W. CORNER OF THE HIGH SCHOOL
 BZ0785'BUILDING.  IN THE WEST WALL.
 BZ0785
 BZ0785                          STATION RECOVERY (1980)
 BZ0785
 BZ0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0785'RECOVERED IN GOOD CONDITION.
 BZ0785
 BZ0785                          STATION RECOVERY (1991)
 BZ0785
 BZ0785'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0107 ***********************************************************************
 BN0107  DESIGNATION -  C 323
 BN0107  PID         -  BN0107
 BN0107  STATE/COUNTY-  TX/BLANCO
 BN0107  USGS QUAD   -  MONUMENT HILL (1963)
 BN0107
 BN0107                         *CURRENT SURVEY CONTROL
 BN0107  ___________________________________________________________________
 BN0107* NAD 83(1986)-  30 07 47.     (N)    098 24 25.     (W)     SCALED    
 BN0107* NAVD 88     -       452.023  (meters)    1483.01   (feet)  ADJUSTED  
 BN0107  ___________________________________________________________________
 BN0107  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 BN0107  DYNAMIC HT  -         451.395 (meters)    1480.95  (feet)  COMP
 BN0107  MODELED GRAV-     979,238.1   (mgal)                       NAVD 88
 BN0107
 BN0107  VERT ORDER  -  SECOND    CLASS 0
 BN0107
 BN0107.The horizontal coordinates were scaled from a topographic map and have
 BN0107.an estimated accuracy of +/- 6 seconds.
 BN0107
 BN0107.The orthometric height was determined by differential leveling
 BN0107.and adjusted by the National Geodetic Survey in June 1991..
 BN0107
 BN0107.The geoid height was determined by GEOID03.
 BN0107
 BN0107.The dynamic height is computed by dividing the NAVD 88
 BN0107.geopotential number by the normal gravity value computed on the
 BN0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0107.degrees latitude (g = 980.6199 gals.).
 BN0107
 BN0107.The modeled gravity was interpolated from observed gravity values.
 BN0107
 BN0107;                    North         East    Units  Estimated Accuracy
 BN0107;SPC TX C     - 3,052,940.      885,620.      MT  (+/- 180 meters Scaled)
 BN0107
 BN0107                          SUPERSEDED SURVEY CONTROL
 BN0107
 BN0107  NGVD 29 (??/??/92)  451.932  (m)         1482.71   (f) ADJ UNCH    2 0
 BN0107
 BN0107.Superseded values are not recommended for survey control.
 BN0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0107.See file dsdata.txt to determine how the superseded data were derived.
 BN0107
 BN0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU571333(NAD 83)
 BN0107_MARKER: DB = BENCH MARK DISK
 BN0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0107_STAMPING: C 323 1935
 BN0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0107+STABILITY: SURFACE MOTION
 BN0107
 BN0107  HISTORY     - Date     Condition        Report By
 BN0107  HISTORY     - 1935     MONUMENTED       CGS
 BN0107  HISTORY     - 1953     GOOD             NGS
 BN0107  HISTORY     - 1963     MARK NOT FOUND   USGS
 BN0107  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0107
 BN0107                          STATION DESCRIPTION
 BN0107
 BN0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0107'2.4 MI N FROM BLANCO.
 BN0107'2.4 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT BLANCO,
 BN0107'AT THE TOP OF A SMALL HILL, MIDWAY BETWEEN 2 CULVERTS, 55 FEET EAST OF
 BN0107'THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST OF A FENCE, 4 FEET EAST OF
 BN0107'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BN0107'FOOT ABOVE THE GROUND.
 BN0107
 BN0107                          STATION RECOVERY (1963)
 BN0107
 BN0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BN0107'MARK NOT FOUND.
 BN0107
 BN0107                          STATION RECOVERY (1990)
 BN0107
 BN0107'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0147 ***********************************************************************
 AO0147  DESIGNATION -  C 324
 AO0147  PID         -  AO0147
 AO0147  STATE/COUNTY-  TX/ATASCOSA
 AO0147  USGS QUAD   -  HINDES (1969)
 AO0147
 AO0147                         *CURRENT SURVEY CONTROL
 AO0147  ___________________________________________________________________
 AO0147* NAD 83(1986)-  28 41 29.     (N)    098 47 24.     (W)     SCALED    
 AO0147* NAVD 88     -       132.008  (meters)     433.10   (feet)  ADJUSTED  
 AO0147  ___________________________________________________________________
 AO0147  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AO0147  DYNAMIC HT  -         131.813 (meters)     432.46  (feet)  COMP
 AO0147  MODELED GRAV-     979,167.1   (mgal)                       NAVD 88
 AO0147
 AO0147  VERT ORDER  -  SECOND    CLASS 0
 AO0147
 AO0147.The horizontal coordinates were scaled from a topographic map and have
 AO0147.an estimated accuracy of +/- 6 seconds.
 AO0147
 AO0147.The orthometric height was determined by differential leveling
 AO0147.and adjusted by the National Geodetic Survey in June 1991..
 AO0147
 AO0147.The geoid height was determined by GEOID03.
 AO0147
 AO0147.The dynamic height is computed by dividing the NAVD 88
 AO0147.geopotential number by the normal gravity value computed on the
 AO0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0147.degrees latitude (g = 980.6199 gals.).
 AO0147
 AO0147.The modeled gravity was interpolated from observed gravity values.
 AO0147
 AO0147;                    North         East    Units  Estimated Accuracy
 AO0147;SPC TXSC     - 4,095,120.      620,520.      MT  (+/- 180 meters Scaled)
 AO0147
 AO0147                          SUPERSEDED SURVEY CONTROL
 AO0147
 AO0147  NGVD 29 (??/??/92)  131.952  (m)          432.91   (f) ADJ UNCH    2 0
 AO0147
 AO0147.Superseded values are not recommended for survey control.
 AO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0147.See file dsdata.txt to determine how the superseded data were derived.
 AO0147
 AO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS205738(NAD 83)
 AO0147_MARKER: DB = BENCH MARK DISK
 AO0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0147_STAMPING: C 324 1935
 AO0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0147+STABILITY: SURFACE MOTION
 AO0147
 AO0147  HISTORY     - Date     Condition        Report By
 AO0147  HISTORY     - 1935     MONUMENTED       CGS
 AO0147  HISTORY     - 1953     GOOD             NGS
 AO0147
 AO0147                          STATION DESCRIPTION
 AO0147
 AO0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AO0147'1.6 MI S FROM HINDES.
 AO0147'1.6 MILES SOUTH ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0147'THE STATION SIGN AT HINDES, 51 FEET WEST OF THE WEST RAIL, 37 FEET
 AO0147'EAST OF THE CENTER LINE OF A TRACK ROAD, 4.6 FEET NORTHWEST OF A
 AO0147'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 AO0147'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0507 ***********************************************************************
 BM0507  DESIGNATION -  C 325
 BM0507  PID         -  BM0507
 BM0507  STATE/COUNTY-  TX/BASTROP
 BM0507  USGS QUAD   -  ELGIN EAST (1982)
 BM0507
 BM0507                         *CURRENT SURVEY CONTROL
 BM0507  ___________________________________________________________________
 BM0507* NAD 83(1986)-  30 17 48.     (N)    097 16 04.     (W)     SCALED    
 BM0507* NAVD 88     -       159.80   (+/-2cm)     524.3    (feet)  VERTCON   
 BM0507  ___________________________________________________________________
 BM0507  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BM0507
 BM0507  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0507
 BM0507.The horizontal coordinates were scaled from a topographic map and have
 BM0507.an estimated accuracy of +/- 6 seconds.
 BM0507
 BM0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0507.The vertical order pertains to the NGVD 29 superseded value.
 BM0507
 BM0507.The geoid height was determined by GEOID03.
 BM0507
 BM0507;                    North         East    Units  Estimated Accuracy
 BM0507;SPC TX C     - 3,073,900.      994,850.      MT  (+/- 180 meters Scaled)
 BM0507
 BM0507                          SUPERSEDED SURVEY CONTROL
 BM0507
 BM0507  NGVD 29 (??/??/92)  159.733  (m)          524.06   (f) ADJ UNCH    2 0
 BM0507
 BM0507.Superseded values are not recommended for survey control.
 BM0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0507.See file dsdata.txt to determine how the superseded data were derived.
 BM0507
 BM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU665529(NAD 83)
 BM0507_MARKER: DB = BENCH MARK DISK
 BM0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0507_STAMPING: C 325 1935
 BM0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0507+STABILITY: SURFACE MOTION
 BM0507
 BM0507  HISTORY     - Date     Condition        Report By
 BM0507  HISTORY     - 1935     MONUMENTED       CGS
 BM0507  HISTORY     - 1976     GOOD             USGS
 BM0507  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0507
 BM0507                          STATION DESCRIPTION
 BM0507
 BM0507'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 BM0507'2.2 MI W FROM MCDADE.
 BM0507'2.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0507'MCDADE, BASTROP COUNTY, 132 FEET SOUTHWEST OF MILEPOST 80, 97 FEET
 BM0507'SOUTH OF THE CENTERLINE OF THE TRACK, 75 FEET NORTH OF THE CENTERLINE
 BM0507'OF U.S. HIGHWAY 290.  IN CONCRETE POST PROJECTING 6 INCHES ABOVE
 BM0507'GROUND, STANDARD TABLET STAMPED C 325 1935.
 BM0507
 BM0507                          STATION RECOVERY (2004)
 BM0507
 BM0507'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 BM0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0305 ***********************************************************************
 BM0305  DESIGNATION -  C 326
 BM0305  PID         -  BM0305
 BM0305  STATE/COUNTY-  TX/MILAM
 BM0305  USGS QUAD   -  CAMERON (1989)
 BM0305
 BM0305                         *CURRENT SURVEY CONTROL
 BM0305  ___________________________________________________________________
 BM0305* NAD 83(1986)-  30 51 26.     (N)    096 58 54.     (W)     SCALED    
 BM0305* NAVD 88     -       125.51   (+/-2cm)     411.8    (feet)  VERTCON   
 BM0305  ___________________________________________________________________
 BM0305  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0305
 BM0305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0305
 BM0305.The horizontal coordinates were scaled from a topographic map and have
 BM0305.an estimated accuracy of +/- 6 seconds.
 BM0305
 BM0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0305.The vertical order pertains to the NGVD 29 superseded value.
 BM0305
 BM0305.The geoid height was determined by GEOID03.
 BM0305
 BM0305;                    North         East    Units  Estimated Accuracy
 BM0305;SPC TX C     - 3,136,810.    1,020,490.      MT  (+/- 180 meters Scaled)
 BM0305
 BM0305                          SUPERSEDED SURVEY CONTROL
 BM0305
 BM0305  NGVD 29 (??/??/92)  125.459  (m)          411.61   (f) ADJ UNCH    2 0
 BM0305
 BM0305.Superseded values are not recommended for survey control.
 BM0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0305.See file dsdata.txt to determine how the superseded data were derived.
 BM0305
 BM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV929155(NAD 83)
 BM0305_MARKER: DB = BENCH MARK DISK
 BM0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0305_STAMPING: 411.610 C 326 1935
 BM0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0305+STABILITY: SURFACE MOTION
 BM0305
 BM0305  HISTORY     - Date     Condition        Report By
 BM0305  HISTORY     - 1935     MONUMENTED       CGS
 BM0305  HISTORY     - 1961     MARK NOT FOUND   USGS
 BM0305  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0305
 BM0305                          STATION DESCRIPTION
 BM0305
 BM0305'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BM0305'CAMERON.
 BM0305'AT CAMERON, MILAN COUNTY, FOUR BLOCKS NORTH OF THE SOUTHERN PACIFIC
 BM0305'RAILROAD (FORMERLY THE TEXAS AND NEW ORLEANS RR) FREIGHT OFFICE, 15
 BM0305'FEET NORTH OF MILEPOST 118, 500 FEET NORTH OF THE CENTERLINE OF THIRD
 BM0305'STREET, 545 FEET SOUTH OF THE CENTERLINE OF ELEVENTH STREET, AND 25
 BM0305'FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 BM0305'STAMPED 411.610 C 326 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BM0305'NOTE-- AREA APPEARS TO HAVE BEEN FILLED IN.
 BM0305
 BM0305                          STATION RECOVERY (1999)
 BM0305
 BM0305'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0847 ***********************************************************************
 BZ0847  DESIGNATION -  C 327
 BZ0847  PID         -  BZ0847
 BZ0847  STATE/COUNTY-  TX/FALLS
 BZ0847  USGS QUAD   -  CHILTON (1993)
 BZ0847
 BZ0847                         *CURRENT SURVEY CONTROL
 BZ0847  ___________________________________________________________________
 BZ0847* NAD 83(1986)-  31 16 33.     (N)    097 03 46.     (W)     SCALED    
 BZ0847* NAVD 88     -       127.16   (+/-2cm)     417.2    (feet)  VERTCON   
 BZ0847  ___________________________________________________________________
 BZ0847  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BZ0847
 BZ0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0847
 BZ0847.The horizontal coordinates were scaled from a topographic map and have
 BZ0847.an estimated accuracy of +/- 6 seconds.
 BZ0847
 BZ0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0847.The vertical order pertains to the NGVD 29 superseded value.
 BZ0847
 BZ0847.The geoid height was determined by GEOID03.
 BZ0847
 BZ0847;                    North         East    Units  Estimated Accuracy
 BZ0847;SPC TX C     - 3,182,960.    1,011,370.      MT  (+/- 180 meters Scaled)
 BZ0847
 BZ0847                          SUPERSEDED SURVEY CONTROL
 BZ0847
 BZ0847  NGVD 29 (??/??/92)  127.108  (m)          417.02   (f) ADJ UNCH    2 0
 BZ0847
 BZ0847.Superseded values are not recommended for survey control.
 BZ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0847.See file dsdata.txt to determine how the superseded data were derived.
 BZ0847
 BZ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV844617(NAD 83)
 BZ0847_MARKER: DB = BENCH MARK DISK
 BZ0847_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BZ0847_SP_SET: CULVERT FOUNDATION
 BZ0847_STAMPING: C 327 1935
 BZ0847_MARK LOGO: CGS   
 BZ0847_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0847+STABILITY: SURFACE MOTION
 BZ0847
 BZ0847  HISTORY     - Date     Condition        Report By
 BZ0847  HISTORY     - 1935     MONUMENTED       CGS
 BZ0847  HISTORY     - 19910325 GOOD             USGS
 BZ0847  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0847
 BZ0847                          STATION DESCRIPTION
 BZ0847
 BZ0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0847'0.2 MI S FROM CHILTON.
 BZ0847'0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE TEXAS
 BZ0847'AND NEW ORLEANS RR) FROM THE STATION AT CHILTON, 0.4 MILE SOUTH OF
 BZ0847'MILEPOST 149, 70 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 77, AT A
 BZ0847'CULVERT, IN THE SOUTH END OF THE WEST CONCRETE FOUNDATION, AND 9 FEET
 BZ0847'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 327
 BZ0847'1935.
 BZ0847
 BZ0847                          STATION RECOVERY (1991)
 BZ0847
 BZ0847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ0847'RECOVERED IN GOOD CONDITION.
 BZ0847
 BZ0847                          STATION RECOVERY (2001)
 BZ0847
 BZ0847'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0860 ***********************************************************************
 BZ0860  DESIGNATION -  C 328
 BZ0860  PID         -  BZ0860
 BZ0860  STATE/COUNTY-  TX/BELL
 BZ0860  USGS QUAD   -  TEMPLE (1993)
 BZ0860
 BZ0860                         *CURRENT SURVEY CONTROL
 BZ0860  ___________________________________________________________________
 BZ0860* NAD 83(1986)-  31 02 51.     (N)    097 19 13.     (W)     SCALED    
 BZ0860* NAVD 88     -       175.143  (meters)     574.62   (feet)  ADJUSTED  
 BZ0860  ___________________________________________________________________
 BZ0860  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ0860  DYNAMIC HT  -         174.913 (meters)     573.86  (feet)  COMP
 BZ0860  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 BZ0860
 BZ0860  VERT ORDER  -  SECOND    CLASS 0
 BZ0860
 BZ0860.The horizontal coordinates were scaled from a topographic map and have
 BZ0860.an estimated accuracy of +/- 6 seconds.
 BZ0860
 BZ0860.The orthometric height was determined by differential leveling
 BZ0860.and adjusted by the National Geodetic Survey in June 1991..
 BZ0860
 BZ0860.The geoid height was determined by GEOID03.
 BZ0860
 BZ0860.The dynamic height is computed by dividing the NAVD 88
 BZ0860.geopotential number by the normal gravity value computed on the
 BZ0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0860.degrees latitude (g = 980.6199 gals.).
 BZ0860
 BZ0860.The modeled gravity was interpolated from observed gravity values.
 BZ0860
 BZ0860;                    North         East    Units  Estimated Accuracy
 BZ0860;SPC TX C     - 3,156,970.      987,550.      MT  (+/- 180 meters Scaled)
 BZ0860
 BZ0860                          SUPERSEDED SURVEY CONTROL
 BZ0860
 BZ0860  NGVD 29 (??/??/92)  175.079  (m)          574.40   (f) ADJ UNCH    2 0
 BZ0860
 BZ0860.Superseded values are not recommended for survey control.
 BZ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0860.See file dsdata.txt to determine how the superseded data were derived.
 BZ0860
 BZ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV602360(NAD 83)
 BZ0860_MARKER: DB = BENCH MARK DISK
 BZ0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0860_STAMPING: C 328 1935
 BZ0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0860+STABILITY: SURFACE MOTION
 BZ0860
 BZ0860  HISTORY     - Date     Condition        Report By
 BZ0860  HISTORY     - 1935     MONUMENTED       CGS
 BZ0860  HISTORY     - 1954     GOOD             NGS
 BZ0860  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 BZ0860  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0860
 BZ0860                          STATION DESCRIPTION
 BZ0860
 BZ0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BZ0860'2.2 MI NW FROM HEIDENHEIMER.
 BZ0860'2.2 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BZ0860'FROM THE STATION AT HEIDENHEIMER, 0.6 MILE NORTHWEST OF MILEPOST 214,
 BZ0860'315 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 48.7
 BZ0860'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 32 FEET NORTHEAST OF THE CENTER
 BZ0860'LINE OF A FIELD ROAD, 2 FEET NORTHEAST OF A FENCE, 3 FEET SOUTHEAST OF
 BZ0860'A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 BZ0860'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BZ0860
 BZ0860                          STATION RECOVERY (2001)
 BZ0860
 BZ0860'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 BZ0860'MARK NOT FOUND.
 BZ0860
 BZ0860                          STATION RECOVERY (2003)
 BZ0860
 BZ0860'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1253 ***********************************************************************
 AX1253  DESIGNATION -  C 329
 AX1253  PID         -  AX1253
 AX1253  STATE/COUNTY-  TX/HAYS
 AX1253  USGS QUAD   -  UHLAND (1994)
 AX1253
 AX1253                         *CURRENT SURVEY CONTROL
 AX1253  ___________________________________________________________________
 AX1253* NAD 83(1986)-  30 00 00.     (N)    097 52 21.     (W)     SCALED    
 AX1253* NAVD 88     -       219.29   (+/-2cm)     719.5    (feet)  VERTCON   
 AX1253  ___________________________________________________________________
 AX1253  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AX1253
 AX1253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1253
 AX1253.The horizontal coordinates were scaled from a topographic map and have
 AX1253.an estimated accuracy of +/- 6 seconds.
 AX1253
 AX1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1253.The vertical order pertains to the NGVD 29 superseded value.
 AX1253
 AX1253.The geoid height was determined by GEOID03.
 AX1253
 AX1253;                    North         East    Units  Estimated Accuracy
 AX1253;SPC TXSC     - 4,240,650.      708,780.      MT  (+/- 180 meters Scaled)
 AX1253
 AX1253                          SUPERSEDED SURVEY CONTROL
 AX1253
 AX1253  NGVD 29 (??/??/92)  219.168  (m)          719.05   (f) ADJ UNCH    2 0
 AX1253
 AX1253.Superseded values are not recommended for survey control.
 AX1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1253.See file dsdata.txt to determine how the superseded data were derived.
 AX1253
 AX1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU087193(NAD 83)
 AX1253_MARKER: DB = BENCH MARK DISK
 AX1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1253_STAMPING: C 329 1935
 AX1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1253+STABILITY: SURFACE MOTION
 AX1253
 AX1253  HISTORY     - Date     Condition        Report By
 AX1253  HISTORY     - 1935     MONUMENTED       CGS
 AX1253  HISTORY     - 1953     GOOD             NGS
 AX1253  HISTORY     - 1959     GOOD             DOD
 AX1253  HISTORY     - 1980     MARK NOT FOUND   NGS
 AX1253  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1253
 AX1253                          STATION DESCRIPTION
 AX1253
 AX1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AX1253'0.9 MI N FROM KYLE.
 AX1253'0.9 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AX1253'KYLE, 2 POLES SOUTH OF MILEPOST 200, 76.5 FEET NORTHEAST OF THE CENTER
 AX1253'OF AN OILED ROAD CROSSING 38.2 FEET EAST OF THE EAST RAIL, 31 FEET
 AX1253'NORTH OF THE CENTERLINE OF AN OILED ROAD, 7.6 FEET NORTHWEST OF A
 AX1253'FENCE CORNER 2.9 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 AX1253'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE--
 AX1253'PROJECTS 0.3 FEET.  THE MARK IS 40 FEET SSE OF CENTERLINE OF RR TRACKS
 AX1253'AND IS 1.9 FEET LOWER IN ELEV.  31 FEET NW OF CENTERLINE OF ROAD AND
 AX1253'IS 0.2 FEET LOWER IN ELEV.
 AX1253
 AX1253                          STATION RECOVERY (1959)
 AX1253
 AX1253'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 AX1253'RECOVERED IN GOOD CONDITION.
 AX1253
 AX1253                          STATION RECOVERY (1980)
 AX1253
 AX1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX1253'BROKEN CONCRETE POST FOUND AT THE DESCRIBED LOCATION, DISK NOT
 AX1253'RECOVERED.
 AX1253
 AX1253                          STATION RECOVERY (1999)
 AX1253
 AX1253'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0080 ***********************************************************************
 AN0080  DESIGNATION -  C 330
 AN0080  PID         -  AN0080
 AN0080  STATE/COUNTY-  TX/JACKSON
 AN0080  USGS QUAD   -  FRANCITAS NW (1995)
 AN0080
 AN0080                         *CURRENT SURVEY CONTROL
 AN0080  ___________________________________________________________________
 AN0080* NAD 83(1986)-  28 58 33.     (N)    096 29 24.     (W)     SCALED    
 AN0080* NAVD 88     -        17.69   (+/-2cm)      58.0    (feet)  VERTCON   
 AN0080  ___________________________________________________________________
 AN0080  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0080
 AN0080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0080
 AN0080.The horizontal coordinates were scaled from a topographic map and have
 AN0080.an estimated accuracy of +/- 6 seconds.
 AN0080
 AN0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0080.The vertical order pertains to the NGVD 29 superseded value.
 AN0080
 AN0080.The geoid height was determined by GEOID03.
 AN0080
 AN0080;                    North         East    Units  Estimated Accuracy
 AN0080;SPC TXSC     - 4,129,250.      844,580.      MT  (+/- 180 meters Scaled)
 AN0080
 AN0080                          SUPERSEDED SURVEY CONTROL
 AN0080
 AN0080  NGVD 29 (??/??/92)   17.700  (m)           58.07   (f) ADJ UNCH    2 0
 AN0080
 AN0080.Superseded values are not recommended for survey control.
 AN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0080.See file dsdata.txt to determine how the superseded data were derived.
 AN0080
 AN0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT445079(NAD 83)
 AN0080_MARKER: DB = BENCH MARK DISK
 AN0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0080_STAMPING: C 330 1935
 AN0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0080+STABILITY: SURFACE MOTION
 AN0080
 AN0080  HISTORY     - Date     Condition        Report By
 AN0080  HISTORY     - 1935     MONUMENTED       CGS
 AN0080  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0080
 AN0080                          STATION DESCRIPTION
 AN0080
 AN0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0080'4.7 MI SE FROM GANADO.
 AN0080'ABOUT 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 172 FROM THE CITY WATER
 AN0080'TOWER AT GANADO, JACKSON COUNTY, ABOUT 0.1 MILE NORTH OF A ROAD
 AN0080'INTERSECTION, AT A PRIVATE ROAD LEADING WEST TO A FARMHOUSE, 81 FEET
 AN0080'NORTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD, 52 FEET WEST OF THE
 AN0080'CENTER LINE OF THE HIGHWAY, 60 FEET NORTH OF A FENCE CORNER, 0.5 FOOT
 AN0080'EAST OF THE RIGHT-OF-WAY FENCE, 2.5 FEET SOUTH OF A WHITE WOODEN
 AN0080'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 AN0080'DISK, STAMPED C 330 1935 AND SET IN THE TOP OF A CONCRETE POST
 AN0080'PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0128 ***********************************************************************
 AX0128  DESIGNATION -  C 333
 AX0128  PID         -  AX0128
 AX0128  STATE/COUNTY-  TX/COLORADO
 AX0128  USGS QUAD   -  EAGLE LAKE (1981)
 AX0128
 AX0128                         *CURRENT SURVEY CONTROL
 AX0128  ___________________________________________________________________
 AX0128* NAD 83(1986)-  29 36 11.     (N)    096 20 52.     (W)     SCALED    
 AX0128* NAVD 88     -        57.90   (+/-2cm)     190.0    (feet)  VERTCON   
 AX0128  ___________________________________________________________________
 AX0128  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0128
 AX0128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0128
 AX0128.The horizontal coordinates were scaled from a topographic map and have
 AX0128.an estimated accuracy of +/- 6 seconds.
 AX0128
 AX0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0128.The vertical order pertains to the NGVD 29 superseded value.
 AX0128
 AX0128.The geoid height was determined by GEOID03.
 AX0128
 AX0128;                    North         East    Units  Estimated Accuracy
 AX0128;SPC TXSC     - 4,199,050.      856,860.      MT  (+/- 180 meters Scaled)
 AX0128
 AX0128                          SUPERSEDED SURVEY CONTROL
 AX0128
 AX0128  NGVD 29 (??/??/92)   57.890  (m)          189.93   (f) ADJ UNCH    2 0
 AX0128
 AX0128.Superseded values are not recommended for survey control.
 AX0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0128.See file dsdata.txt to determine how the superseded data were derived.
 AX0128
 AX0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT568777(NAD 83)
 AX0128_MARKER: DB = BENCH MARK DISK
 AX0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0128_STAMPING: C 333 1935
 AX0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0128+STABILITY: SURFACE MOTION
 AX0128
 AX0128  HISTORY     - Date     Condition        Report By
 AX0128  HISTORY     - 1935     MONUMENTED       CGS
 AX0128  HISTORY     - 1943     GOOD             NGS
 AX0128  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX0128  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0128
 AX0128                          STATION DESCRIPTION
 AX0128
 AX0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0128'1.3 MI NW FROM EAGLE LAKE.
 AX0128'1.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AX0128'STATION AT EAGLE LAKE, COLORADO COUNTY, 0.1 MILE SOUTHEAST OF MILEPOST
 AX0128'70, AT A DIRT-ROAD CROSSING, 81.2 FEET SOUTHEAST OF THE SOUTHEAST END
 AX0128'OF BRIDGE 69.87, 25.3 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 AX0128'5.8 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET LOWER
 AX0128'THAN THE TRACK AND ABOUT 1-1/2 FEET UNDER GROUND. A STANDARD DISK,
 AX0128'STAMPED C 333 1935 AND SET IN THE TOP OF A CONCRETE POST.
 AX0128
 AX0128                          STATION RECOVERY (1963)
 AX0128
 AX0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX0128'MARK NOT FOUND.
 AX0128
 AX0128                          STATION RECOVERY (1987)
 AX0128
 AX0128'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0102 ***********************************************************************
 AJ0102  DESIGNATION -  C 334
 AJ0102  PID         -  AJ0102
 AJ0102  STATE/COUNTY-  TX/JIM WELLS
 AJ0102  USGS QUAD   -  ALICE NORTH (1963)
 AJ0102
 AJ0102                         *CURRENT SURVEY CONTROL
 AJ0102  ___________________________________________________________________
 AJ0102* NAD 83(1986)-  27 48 37.     (N)    098 01 59.     (W)     SCALED    
 AJ0102* NAVD 88     -        58.273  (meters)     191.18   (feet)  POSTED    
 AJ0102  ___________________________________________________________________
 AJ0102  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AJ0102  DYNAMIC HT  -          58.180 (meters)     190.88  (feet)  COMP
 AJ0102  MODELED GRAV-     979,104.1   (mgal)                       NAVD 88
 AJ0102
 AJ0102  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0102
 AJ0102.The horizontal coordinates were scaled from a topographic map and have
 AJ0102.an estimated accuracy of +/- 6 seconds.
 AJ0102
 AJ0102.The orthometric height was determined by differential leveling
 AJ0102.and adjusted by the National Geodetic Survey in 1992..
 AJ0102.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0102.rate of 1.1 thru 2.0 mm/km.
 AJ0102
 AJ0102.The geoid height was determined by GEOID03.
 AJ0102
 AJ0102.The dynamic height is computed by dividing the NAVD 88
 AJ0102.geopotential number by the normal gravity value computed on the
 AJ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0102.degrees latitude (g = 980.6199 gals.).
 AJ0102
 AJ0102.The modeled gravity was interpolated from observed gravity values.
 AJ0102
 AJ0102;                    North         East    Units  Estimated Accuracy
 AJ0102;SPC TX S     - 5,237,590.      346,010.      MT  (+/- 180 meters Scaled)
 AJ0102
 AJ0102                          SUPERSEDED SURVEY CONTROL
 AJ0102
 AJ0102  NGVD 29 (??/??/92)   58.374  (m)          191.52   (f) ADJ UNCH    2 0
 AJ0102
 AJ0102.Superseded values are not recommended for survey control.
 AJ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0102.See file dsdata.txt to determine how the superseded data were derived.
 AJ0102
 AJ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR952765(NAD 83)
 AJ0102_MARKER: DB = BENCH MARK DISK
 AJ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0102_STAMPING: C-334 1935
 AJ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0102+STABILITY: SURFACE MOTION
 AJ0102
 AJ0102  HISTORY     - Date     Condition        Report By
 AJ0102  HISTORY     - 1935     MONUMENTED       CGS
 AJ0102
 AJ0102                          STATION DESCRIPTION
 AJ0102
 AJ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0102'5.3 MI N FROM ALICE.
 AJ0102'5.3 MILES NORTH OF AND ALONG S. P. R. R. 42 FEET EAST OF THE TRACK. 8
 AJ0102'FEET EAST OF MILE POST 38.  120 FEET NORTH OF STATION SIGN MARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0052 ***********************************************************************
 AO0052  DESIGNATION -  C 335
 AO0052  PID         -  AO0052
 AO0052  STATE/COUNTY-  TX/LIVE OAK
 AO0052  USGS QUAD   -  MIDWAY (1963)
 AO0052
 AO0052                         *CURRENT SURVEY CONTROL
 AO0052  ___________________________________________________________________
 AO0052* NAD 83(1986)-  28 06 32.     (N)    098 06 00.     (W)     SCALED    
 AO0052* NAVD 88     -        84.910  (meters)     278.58   (feet)  POSTED    
 AO0052  ___________________________________________________________________
 AO0052  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AO0052  DYNAMIC HT  -          84.780 (meters)     278.15  (feet)  COMP
 AO0052  MODELED GRAV-     979,128.1   (mgal)                       NAVD 88
 AO0052
 AO0052  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AO0052
 AO0052.The horizontal coordinates were scaled from a topographic map and have
 AO0052.an estimated accuracy of +/- 6 seconds.
 AO0052
 AO0052.The orthometric height was determined by differential leveling
 AO0052.and adjusted by the National Geodetic Survey in 1992..
 AO0052.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AO0052.rate of 2.1 thru 3.0 mm/km.
 AO0052
 AO0052.The geoid height was determined by GEOID03.
 AO0052
 AO0052.The dynamic height is computed by dividing the NAVD 88
 AO0052.geopotential number by the normal gravity value computed on the
 AO0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0052.degrees latitude (g = 980.6199 gals.).
 AO0052
 AO0052.The modeled gravity was interpolated from observed gravity values.
 AO0052
 AO0052;                    North         East    Units  Estimated Accuracy
 AO0052;SPC TXSC     - 4,030,880.      688,440.      MT  (+/- 180 meters Scaled)
 AO0052
 AO0052                          SUPERSEDED SURVEY CONTROL
 AO0052
 AO0052  NGVD 29 (??/??/92)   84.924  (m)          278.62   (f) ADJ UNCH    2 0
 AO0052
 AO0052.Superseded values are not recommended for survey control.
 AO0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0052.See file dsdata.txt to determine how the superseded data were derived.
 AO0052
 AO0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS884095(NAD 83)
 AO0052_MARKER: DB = BENCH MARK DISK
 AO0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0052_STAMPING: C-335 1935
 AO0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0052+STABILITY: SURFACE MOTION
 AO0052
 AO0052  HISTORY     - Date     Condition        Report By
 AO0052  HISTORY     - 1935     MONUMENTED       CGS
 AO0052
 AO0052                          STATION DESCRIPTION
 AO0052
 AO0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0052'15.8 MI S FROM GEORGE WEST.
 AO0052'15.8 MILES SOUTH OF AND ALONG STATE HIGHWAY 66.  53 FEET WEST OF
 AO0052'CENTER LINE OF HIGHWAY.  JUST INSIDE OF RIGHT OF WAY FENCE.  14 FEET
 AO0052'SOUTH OF A FARMERS SIDE ROAD AND GATE.  A SIMILAR SIDE ROAD AND GATE
 AO0052'IS LOCATED ON OPPOSITE OF ROAD AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0405 ***********************************************************************
 BY0405  DESIGNATION -  C 336
 BY0405  PID         -  BY0405
 BY0405  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0405  USGS QUAD   -  BRONSON (1984)
 BY0405
 BY0405                         *CURRENT SURVEY CONTROL
 BY0405  ___________________________________________________________________
 BY0405* NAD 83(1986)-  31 21 45.     (N)    094 04 37.     (W)     SCALED    
 BY0405* NAVD 88     -        79.15   (+/-2cm)     259.7    (feet)  VERTCON   
 BY0405  ___________________________________________________________________
 BY0405  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BY0405
 BY0405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0405
 BY0405.The horizontal coordinates were scaled from a topographic map and have
 BY0405.an estimated accuracy of +/- 6 seconds.
 BY0405
 BY0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0405.The vertical order pertains to the NGVD 29 superseded value.
 BY0405
 BY0405.The geoid height was determined by GEOID03.
 BY0405
 BY0405;                    North         East    Units  Estimated Accuracy
 BY0405;SPC TX C     - 3,204,730.    1,294,870.      MT  (+/- 180 meters Scaled)
 BY0405
 BY0405                          SUPERSEDED SURVEY CONTROL
 BY0405
 BY0405  NGVD 29 (??/??/92)   79.168  (m)          259.74   (f) ADJ UNCH    2 0
 BY0405
 BY0405.Superseded values are not recommended for survey control.
 BY0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0405.See file dsdata.txt to determine how the superseded data were derived.
 BY0405
 BY0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ975702(NAD 83)
 BY0405_MARKER: DB = BENCH MARK DISK
 BY0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0405_STAMPING: C 336 1952
 BY0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0405+STABILITY: SURFACE MOTION
 BY0405
 BY0405  HISTORY     - Date     Condition        Report By
 BY0405  HISTORY     - 1952     MONUMENTED       CGS
 BY0405
 BY0405                          STATION DESCRIPTION
 BY0405
 BY0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0405'4.45 MI NW FROM BRONSON.
 BY0405'2.8 MILES WEST ALONG A GRADED CLAY ROAD FROM ITS JUNCTION WITH U.S.
 BY0405'HIGHWAY 96 AT BRONSON, THENCE 0.4 MILE SOUTHWEST ALONG A CLAY ROAD,
 BY0405'THENCE 1.25 MILES NORTHWEST ALONG A CLAY ROAD, 34 FEET EAST OF THE
 BY0405'CENTER LINE OF THE ROAD, 39.2 FEET NORTHEAST OF THE MOST NORTHERLY ONE
 BY0405'OF TWO 10 INCH OAK TREES, 39 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BY0405'A VACANT HOUSE, 1.5 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS
 BY0405'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BY0405'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0445 ***********************************************************************
 BY0445  DESIGNATION -  C 337
 BY0445  PID         -  BY0445
 BY0445  STATE/COUNTY-  TX/SABINE
 BY0445  USGS QUAD   -  BRONSON (1984)
 BY0445
 BY0445                         *CURRENT SURVEY CONTROL
 BY0445  ___________________________________________________________________
 BY0445* NAD 83(1986)-  31 17 51.     (N)    094 00 23.     (W)     SCALED    
 BY0445* NAVD 88     -        84.626  (meters)     277.64   (feet)  ADJUSTED  
 BY0445  ___________________________________________________________________
 BY0445  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BY0445  DYNAMIC HT  -          84.519 (meters)     277.29  (feet)  COMP
 BY0445  MODELED GRAV-     979,377.3   (mgal)                       NAVD 88
 BY0445
 BY0445  VERT ORDER  -  FIRST     CLASS II
 BY0445
 BY0445.The horizontal coordinates were scaled from a topographic map and have
 BY0445.an estimated accuracy of +/- 6 seconds.
 BY0445
 BY0445.The orthometric height was determined by differential leveling
 BY0445.and adjusted by the National Geodetic Survey in June 1991..
 BY0445
 BY0445.The geoid height was determined by GEOID03.
 BY0445
 BY0445.The dynamic height is computed by dividing the NAVD 88
 BY0445.geopotential number by the normal gravity value computed on the
 BY0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0445.degrees latitude (g = 980.6199 gals.).
 BY0445
 BY0445.The modeled gravity was interpolated from observed gravity values.
 BY0445
 BY0445;                    North         East    Units  Estimated Accuracy
 BY0445;SPC TX C     - 3,197,910.    1,301,980.      MT  (+/- 180 meters Scaled)
 BY0445
 BY0445                          SUPERSEDED SURVEY CONTROL
 BY0445
 BY0445  NGVD 29 (??/??/??)   84.642  (m)          277.70   (f) ADJUSTED    1 2
 BY0445
 BY0445.Superseded values are not recommended for survey control.
 BY0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0445.See file dsdata.txt to determine how the superseded data were derived.
 BY0445
 BY0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ042630(NAD 83)
 BY0445_MARKER: DB = BENCH MARK DISK
 BY0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0445_STAMPING: C 337 1952
 BY0445_PROJECTION: FLUSH
 BY0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0445+STABILITY: SURFACE MOTION
 BY0445
 BY0445  HISTORY     - Date     Condition        Report By
 BY0445  HISTORY     - 1952     MONUMENTED       CGS
 BY0445  HISTORY     - 1979     GOOD             NGS
 BY0445
 BY0445                          STATION DESCRIPTION
 BY0445
 BY0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0445'4.5 MI NW FROM PINELAND.
 BY0445'0.15 MILE SOUTH ALONG FARM ROADS 1 AND 83 FROM THE HIGH SCHOOL AT
 BY0445'PINELAND, THENCE 0.9 MILE WEST ALONG FARM ROAD 83, THENCE 2.5 MILES
 BY0445'NORTH ALONG U.S. HIGHWAY 96, THENCE 0.95 MILE NORTHWEST ALONG A GRADED
 BY0445'DIRT ROAD, 13. FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 97 FEET
 BY0445'SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD CENTER VIEW CHURCH, 46
 BY0445'FEET NORTHWEST OF A LARGE LONE FORKED MAPLE TREE, 24 FEET EAST OF A
 BY0445'POWER POLE, 2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BY0445'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY0445
 BY0445                          STATION RECOVERY (1979)
 BY0445
 BY0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0445'OMIT-46.0 FT. NORTHWEST OF A LARGE LONE FORKED MAPLE TREE, 2.2 FT.
 BY0445'NORTH OF A WITNESS POST, PROJECTS 0.2 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0513 ***********************************************************************
 GK0513  DESIGNATION -  C 338
 GK0513  PID         -  GK0513
 GK0513  STATE/COUNTY-  TX/SHERMAN
 GK0513  USGS QUAD   -  STEVENS SE (1974)
 GK0513
 GK0513                         *CURRENT SURVEY CONTROL
 GK0513  ___________________________________________________________________
 GK0513* NAD 83(1986)-  36 17 55.     (N)    101 45 03.     (W)     SCALED    
 GK0513* NAVD 88     -      1054.538  (meters)    3459.76   (feet)  ADJUSTED  
 GK0513  ___________________________________________________________________
 GK0513  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 GK0513  DYNAMIC HT  -        1053.380 (meters)    3455.96  (feet)  COMP
 GK0513  MODELED GRAV-     979,498.9   (mgal)                       NAVD 88
 GK0513
 GK0513  VERT ORDER  -  SECOND    CLASS 0
 GK0513
 GK0513.The horizontal coordinates were scaled from a topographic map and have
 GK0513.an estimated accuracy of +/- 6 seconds.
 GK0513
 GK0513.The orthometric height was determined by differential leveling
 GK0513.and adjusted by the National Geodetic Survey in June 1991..
 GK0513
 GK0513.The geoid height was determined by GEOID03.
 GK0513
 GK0513.The dynamic height is computed by dividing the NAVD 88
 GK0513.geopotential number by the normal gravity value computed on the
 GK0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0513.degrees latitude (g = 980.6199 gals.).
 GK0513
 GK0513.The modeled gravity was interpolated from observed gravity values.
 GK0513
 GK0513;                    North         East    Units  Estimated Accuracy
 GK0513;SPC TX N     - 1,255,040.      177,470.      MT  (+/- 180 meters Scaled)
 GK0513
 GK0513                          SUPERSEDED SURVEY CONTROL
 GK0513
 GK0513  NGVD 29 (??/??/92) 1054.070  (m)         3458.23   (f) ADJ UNCH    2 0
 GK0513
 GK0513.Superseded values are not recommended for survey control.
 GK0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0513.See file dsdata.txt to determine how the superseded data were derived.
 GK0513
 GK0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF529205(NAD 83)
 GK0513_MARKER: DB = BENCH MARK DISK
 GK0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0513_STAMPING: C 338 1952
 GK0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0513+STABILITY: SURFACE MOTION
 GK0513
 GK0513  HISTORY     - Date     Condition        Report By
 GK0513  HISTORY     - 1952     MONUMENTED       CGS
 GK0513
 GK0513                          STATION DESCRIPTION
 GK0513
 GK0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0513'20.2 MI E FROM STRATFORD.
 GK0513'18.2 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0513'PACIFIC RAILROAD STATION AT STRATFORD, THENCE 2.0 MILES SOUTH ALONG A
 GK0513'GRADED DIRT ROAD, 0.3 MILE EAST OF A WINDMILL, 48 FEET EAST OF THE
 GK0513'CENTER LINE OF A NORTH AND SOUTH ROAD, 6 FEET SOUTH OF THE EXTENDED
 GK0513'CENTR LINE OF A PRIVATE ROAD LEADING WEST, 3 FEET NORTHEAST OF A FENCE
 GK0513'CORNER, 2.8 FEET NORTH OF AN EAST AND WEST FENCE.  2 FEET EAST OF A
 GK0513'NORTH AND SOUTH FENCE, 5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 GK0513'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0160 ***********************************************************************
 GL0160  DESIGNATION -  C 339
 GL0160  PID         -  GL0160
 GL0160  STATE/COUNTY-  TX/DALLAM
 GL0160  USGS QUAD   -  CONLEN (1965)
 GL0160
 GL0160                         *CURRENT SURVEY CONTROL
 GL0160  ___________________________________________________________________
 GL0160* NAD 83(1986)-  36 09 49.     (N)    102 14 26.     (W)     SCALED    
 GL0160* NAVD 88     -      1177.445  (meters)    3863.00   (feet)  ADJUSTED  
 GL0160  ___________________________________________________________________
 GL0160  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 GL0160  DYNAMIC HT  -        1176.110 (meters)    3858.62  (feet)  COMP
 GL0160  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 GL0160
 GL0160  VERT ORDER  -  SECOND    CLASS 0
 GL0160
 GL0160.The horizontal coordinates were scaled from a topographic map and have
 GL0160.an estimated accuracy of +/- 6 seconds.
 GL0160
 GL0160.The orthometric height was determined by differential leveling
 GL0160.and adjusted by the National Geodetic Survey in June 1991..
 GL0160
 GL0160.The geoid height was determined by GEOID03.
 GL0160
 GL0160.The dynamic height is computed by dividing the NAVD 88
 GL0160.geopotential number by the normal gravity value computed on the
 GL0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0160.degrees latitude (g = 980.6199 gals.).
 GL0160
 GL0160.The modeled gravity was interpolated from observed gravity values.
 GL0160
 GL0160;                    North         East    Units  Estimated Accuracy
 GL0160;SPC TX N     - 1,240,280.      133,370.      MT  (+/- 180 meters Scaled)
 GL0160
 GL0160                          SUPERSEDED SURVEY CONTROL
 GL0160
 GL0160.No superseded survey control is available for this station.
 GL0160
 GL0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA482056(NAD 83)
 GL0160_MARKER: DB = BENCH MARK DISK
 GL0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0160_STAMPING: C 339 1952
 GL0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0160+STABILITY: SURFACE MOTION
 GL0160
 GL0160  HISTORY     - Date     Condition        Report By
 GL0160  HISTORY     - 1952     MONUMENTED       CGS
 GL0160
 GL0160                          STATION DESCRIPTION
 GL0160
 GL0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0160'4.8 MI S FROM CONLEN.
 GL0160'4.8 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0160'HIGHWAY 54 AT CONLEN, 165 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 GL0160'PRIVATE ROAD LEADING WEST TO A FARMHOUSE, 121 FEET SOUTH OF THE NORTH
 GL0160'END OF A ROW OF TREES.  52 FEET EAST OF THE CENTER LINE OF A NORTH AND
 GL0160'SOUTH ROAD, 5.4 FEET SOUTH OF A POWER POLE.  1 FOOT WEST OF A FENCE, 2
 GL0160'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0160'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1219 ***********************************************************************
 AY1219  DESIGNATION -  C 34
 AY1219  PID         -  AY1219
 AY1219  STATE/COUNTY-  TX/UVALDE
 AY1219  USGS QUAD   -  SABINAL (1970)
 AY1219
 AY1219                         *CURRENT SURVEY CONTROL
 AY1219  ___________________________________________________________________
 AY1219* NAD 83(1986)-  29 19 37.     (N)    099 25 19.     (W)     SCALED    
 AY1219* NAVD 88     -       283.945  (meters)     931.58   (feet)  POSTED    
 AY1219  ___________________________________________________________________
 AY1219  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AY1219  DYNAMIC HT  -         283.530 (meters)     930.21  (feet)  COMP
 AY1219  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 AY1219
 AY1219  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1219
 AY1219.The horizontal coordinates were scaled from a topographic map and have
 AY1219.an estimated accuracy of +/- 6 seconds.
 AY1219
 AY1219.The orthometric height was determined by differential leveling
 AY1219.and adjusted by the National Geodetic Survey in 1992..
 AY1219.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1219.rate of 0.0 thru 1.0 mm/km.
 AY1219
 AY1219.The geoid height was determined by GEOID03.
 AY1219
 AY1219.The dynamic height is computed by dividing the NAVD 88
 AY1219.geopotential number by the normal gravity value computed on the
 AY1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1219.degrees latitude (g = 980.6199 gals.).
 AY1219
 AY1219.The modeled gravity was interpolated from observed gravity values.
 AY1219
 AY1219;                    North         East    Units  Estimated Accuracy
 AY1219;SPC TXSC     - 4,165,610.      559,020.      MT  (+/- 180 meters Scaled)
 AY1219
 AY1219                          SUPERSEDED SURVEY CONTROL
 AY1219
 AY1219  NGVD 29 (??/??/92)  283.831  (m)          931.20   (f) ADJ UNCH    1 2
 AY1219
 AY1219.Superseded values are not recommended for survey control.
 AY1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1219.See file dsdata.txt to determine how the superseded data were derived.
 AY1219
 AY1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT590442(NAD 83)
 AY1219_MARKER: Q = CHISELED SQUARE
 AY1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1219+STABILITY: SURFACE MOTION
 AY1219
 AY1219  HISTORY     - Date     Condition        Report By
 AY1219  HISTORY     - UNK      MONUMENTED       CGS
 AY1219  HISTORY     - 1957     GOOD             NGS
 AY1219  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1219  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1219  HISTORY     - 20011113 MARK NOT FOUND   USPSQD
 AY1219
 AY1219                          STATION DESCRIPTION
 AY1219
 AY1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1219'2.55 MI E FROM SABINAL.
 AY1219'2.55 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1219'STATION AT SABINAL, 45.4 FEET EAST OF THE 3RD POLE EAST OF MILEPOST
 AY1219'277, 46 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT NORTH OF A FENCE, 2 FEET
 AY1219'NORTHWEST OF A WITNESS POST, 7 FEET BELOW THE TOP OF THE RAILS,
 AY1219'SURROUNDED BY THE LETTERS USBM, IN THE TOP OF A STONE POST WHICH
 AY1219'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1219
 AY1219                          STATION RECOVERY (1982)
 AY1219
 AY1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1219'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AY1219
 AY1219                          STATION RECOVERY (1988)
 AY1219
 AY1219'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1219'MARK NOT FOUND.
 AY1219
 AY1219                          STATION RECOVERY (2001)
 AY1219
 AY1219'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0226 ***********************************************************************
 CA0226  DESIGNATION -  C 340
 CA0226  PID         -  CA0226
 CA0226  STATE/COUNTY-  TX/SAN SABA
 CA0226  USGS QUAD   -  SAN SABA (1976)
 CA0226
 CA0226                         *CURRENT SURVEY CONTROL
 CA0226  ___________________________________________________________________
 CA0226* NAD 83(1986)-  31 10 07.     (N)    098 43 09.     (W)     SCALED    
 CA0226* NAVD 88     -       411.666  (meters)    1350.61   (feet)  ADJUSTED  
 CA0226  ___________________________________________________________________
 CA0226  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CA0226  DYNAMIC HT  -         411.119 (meters)    1348.81  (feet)  COMP
 CA0226  MODELED GRAV-     979,299.3   (mgal)                       NAVD 88
 CA0226
 CA0226  VERT ORDER  -  SECOND    CLASS 0
 CA0226
 CA0226.The horizontal coordinates were scaled from a topographic map and have
 CA0226.an estimated accuracy of +/- 6 seconds.
 CA0226
 CA0226.The orthometric height was determined by differential leveling
 CA0226.and adjusted by the National Geodetic Survey in June 1991..
 CA0226
 CA0226.The geoid height was determined by GEOID03.
 CA0226
 CA0226.The dynamic height is computed by dividing the NAVD 88
 CA0226.geopotential number by the normal gravity value computed on the
 CA0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0226.degrees latitude (g = 980.6199 gals.).
 CA0226
 CA0226.The modeled gravity was interpolated from observed gravity values.
 CA0226
 CA0226;                    North         East    Units  Estimated Accuracy
 CA0226;SPC TX C     - 3,167,620.      853,870.      MT  (+/- 180 meters Scaled)
 CA0226
 CA0226                          SUPERSEDED SURVEY CONTROL
 CA0226
 CA0226  NGVD 29 (??/??/92)  411.606  (m)         1350.41   (f) ADJ UNCH    2 0
 CA0226
 CA0226.Superseded values are not recommended for survey control.
 CA0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0226.See file dsdata.txt to determine how the superseded data were derived.
 CA0226
 CA0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV267483(NAD 83)
 CA0226_MARKER: DB = BENCH MARK DISK
 CA0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0226_STAMPING: C 340 1935
 CA0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0226+STABILITY: SURFACE MOTION
 CA0226
 CA0226  HISTORY     - Date     Condition        Report By
 CA0226  HISTORY     - 1935     MONUMENTED       CGS
 CA0226  HISTORY     - 1955     GOOD             USGS
 CA0226
 CA0226                          STATION DESCRIPTION
 CA0226
 CA0226'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0226'1.8 MI S FROM SAN SABA.
 CA0226'SAN SABA, 1.8 MI. SOUTH OF COURTHOUSE ALONG STATE HWY. 16.  ON SOUTH
 CA0226'SLOPE OF HILL NORTH OF S CURVE.  52 FT. W AND 3 FT. HIGHER THAN
 CA0226'CENTERLINE ROAD.  2 FT. W OF R.O.W. FENCE.  IN THE TOP OF A CONCRETE
 CA0226'POST, A STD. DISK STAMPED C 340 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0541 ***********************************************************************
 CA0541  DESIGNATION -  C 341
 CA0541  PID         -  CA0541
 CA0541  STATE/COUNTY-  TX/SAN SABA
 CA0541  USGS QUAD   -  HALL (1979)
 CA0541
 CA0541                         *CURRENT SURVEY CONTROL
 CA0541  ___________________________________________________________________
 CA0541* NAD 83(1986)-  31 17 05.     (N)    099 03 08.     (W)     SCALED    
 CA0541* NAVD 88     -       454.133  (meters)    1489.93   (feet)  ADJUSTED  
 CA0541  ___________________________________________________________________
 CA0541  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CA0541  DYNAMIC HT  -         453.528 (meters)    1487.95  (feet)  COMP
 CA0541  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 CA0541
 CA0541  VERT ORDER  -  SECOND    CLASS 0
 CA0541
 CA0541.The horizontal coordinates were scaled from a topographic map and have
 CA0541.an estimated accuracy of +/- 6 seconds.
 CA0541
 CA0541.The orthometric height was determined by differential leveling
 CA0541.and adjusted by the National Geodetic Survey in June 1991..
 CA0541
 CA0541.The geoid height was determined by GEOID03.
 CA0541
 CA0541.The dynamic height is computed by dividing the NAVD 88
 CA0541.geopotential number by the normal gravity value computed on the
 CA0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0541.degrees latitude (g = 980.6199 gals.).
 CA0541
 CA0541.The modeled gravity was interpolated from observed gravity values.
 CA0541
 CA0541;                    North         East    Units  Estimated Accuracy
 CA0541;SPC TX C     - 3,180,070.      821,970.      MT  (+/- 180 meters Scaled)
 CA0541
 CA0541                          SUPERSEDED SURVEY CONTROL
 CA0541
 CA0541  NGVD 29 (??/??/92)  454.065  (m)         1489.71   (f) ADJ UNCH    2 0
 CA0541
 CA0541.Superseded values are not recommended for survey control.
 CA0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0541.See file dsdata.txt to determine how the superseded data were derived.
 CA0541
 CA0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV950611(NAD 83)
 CA0541_MARKER: DB = BENCH MARK DISK
 CA0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0541_SP_SET: CONCRETE BASE
 CA0541_STAMPING: C 341 1935
 CA0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0541
 CA0541  HISTORY     - Date     Condition        Report By
 CA0541  HISTORY     - 1935     MONUMENTED       CGS
 CA0541
 CA0541                          STATION DESCRIPTION
 CA0541
 CA0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0541'6.5 MI W FROM RICHLAND SPRINGS.
 CA0541'6.5 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. SET HORIZONTALLY IN
 CA0541'THE CONCRETE FOUNDATION OF AN ABANDONED WATER TANK.  SET IN EAST LEG.
 CA0541'7 YARDS N.W. OF CENTER OF THE TRACK.  (AT HALL STATION)  NOTE-- 0.1 MI
 CA0541'E. MP 46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0471 ***********************************************************************
 AY0471  DESIGNATION -  C 342 RESET 1952
 AY0471  PID         -  AY0471
 AY0471  STATE/COUNTY-  TX/WILSON
 AY0471  USGS QUAD   -  DEWEES (1961)
 AY0471
 AY0471                         *CURRENT SURVEY CONTROL
 AY0471  ___________________________________________________________________
 AY0471* NAD 83(1986)-  29 01 14.     (N)    098 10 16.     (W)     SCALED    
 AY0471* NAVD 88     -       131.24   (meters)     430.6    (feet)  RESET     
 AY0471  ___________________________________________________________________
 AY0471  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY0471
 AY0471  VERT ORDER  -  THIRD
 AY0471
 AY0471.The horizontal coordinates were scaled from a topographic map and have
 AY0471.an estimated accuracy of +/- 6 seconds.
 AY0471
 AY0471.The orthometric height was computed from unverified reset data.
 AY0471
 AY0471.The geoid height was determined by GEOID03.
 AY0471
 AY0471;                    North         East    Units  Estimated Accuracy
 AY0471;SPC TXSC     - 4,131,860.      680,740.      MT  (+/- 180 meters Scaled)
 AY0471
 AY0471                          SUPERSEDED SURVEY CONTROL
 AY0471
 AY0471.No superseded survey control is available for this station.
 AY0471
 AY0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT807105(NAD 83)
 AY0471_MARKER: DB = BENCH MARK DISK
 AY0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0471_STAMPING: C 342 RESET 1952
 AY0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0471+STABILITY: SURFACE MOTION
 AY0471
 AY0471  HISTORY     - Date     Condition        Report By
 AY0471  HISTORY     - 1952     MONUMENTED       TXHD
 AY0471  HISTORY     - 1959     GOOD             NGS
 AY0471  HISTORY     - 20050606 MARK NOT FOUND   TXDOT
 AY0471  HISTORY     - 20050819 MARK NOT FOUND   USPSQD
 AY0471
 AY0471                          STATION DESCRIPTION
 AY0471
 AY0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AY0471'6.8 MI SW FROM POTH.
 AY0471'6.8 MI SW ALONG MCCOY ROAD FROM RR STA. AT POTH.  THIS MARK WAS
 AY0471'RECOVERED IN GOOD CONDITION.  IT IS A STANDARD DISK STAMPED C 342
 AY0471'RESET 1952 IN A CONCRETE POST PROJECTING ABOUT 6 INCHES.  IT IS IN THE
 AY0471'WEST POINT OF THE INTERSECTION OF THE FM HIGHWAY NO.541 AND A BLACKTOP
 AY0471'ROAD NORTH AT OLD DEWEES SETTLEMENT, NOW A GIN AND RANCH HOUSE. THE
 AY0471'MARK IS 29 YARDS NORTHWEST OF THE CENTERLINE OF HIGHWAY 541 AND 13
 AY0471'YARDS SOUTHWEST OF THE CENTERLINE OF THE ROAD NORTH, WHICH IS FM
 AY0471'HIGHWAY NO.1344.  IT IS 10 FEET NORTHEAST OF THE SOUTHWEST
 AY0471'RIGHT-OF-WAY FENCE OF NO.1344 AND ALONG THE EAST SIDE OF THE OLD
 AY0471'SCHOOLYARD WHICH IS NOW A FARM MACHINE YARD.
 AY0471
 AY0471                          STATION RECOVERY (2005)
 AY0471
 AY0471'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2005 (DLZ)
 AY0471'MARK NOT FOUND
 AY0471'MARK APPEARS TO HAVE BEEN DESTROYED DUE TO APPARENT ROAD WIDENING.
 AY0471
 AY0471                          STATION RECOVERY (2005)
 AY0471
 AY0471'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY0471'DESCRIPTIION PLACES MARK IN HIGHWAY DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0030 ***********************************************************************
 AO0030  DESIGNATION -  C 343
 AO0030  PID         -  AO0030
 AO0030  STATE/COUNTY-  TX/LIVE OAK
 AO0030  USGS QUAD   -  COMANCHE HILLS (1985)
 AO0030
 AO0030                         *CURRENT SURVEY CONTROL
 AO0030  ___________________________________________________________________
 AO0030* NAD 83(1986)-  28 31 19.     (N)    098 11 15.     (W)     SCALED    
 AO0030* NAVD 88     -        52.672  (meters)     172.81   (feet)  ADJUSTED  
 AO0030  ___________________________________________________________________
 AO0030  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AO0030  DYNAMIC HT  -          52.594 (meters)     172.55  (feet)  COMP
 AO0030  MODELED GRAV-     979,168.8   (mgal)                       NAVD 88
 AO0030
 AO0030  VERT ORDER  -  SECOND    CLASS 0
 AO0030
 AO0030.The horizontal coordinates were scaled from a topographic map and have
 AO0030.an estimated accuracy of +/- 6 seconds.
 AO0030
 AO0030.The orthometric height was determined by differential leveling
 AO0030.and adjusted by the National Geodetic Survey in June 1991..
 AO0030
 AO0030.The geoid height was determined by GEOID03.
 AO0030
 AO0030.The dynamic height is computed by dividing the NAVD 88
 AO0030.geopotential number by the normal gravity value computed on the
 AO0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0030.degrees latitude (g = 980.6199 gals.).
 AO0030
 AO0030.The modeled gravity was interpolated from observed gravity values.
 AO0030
 AO0030;                    North         East    Units  Estimated Accuracy
 AO0030;SPC TXSC     - 4,076,600.      679,530.      MT  (+/- 180 meters Scaled)
 AO0030
 AO0030                          SUPERSEDED SURVEY CONTROL
 AO0030
 AO0030  NGVD 29 (??/??/92)   52.646  (m)          172.72   (f) ADJ UNCH    2 0
 AO0030
 AO0030.Superseded values are not recommended for survey control.
 AO0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0030.See file dsdata.txt to determine how the superseded data were derived.
 AO0030
 AO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS795552(NAD 83)
 AO0030_MARKER: DB = BENCH MARK DISK
 AO0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0030_STAMPING: C 343 1935
 AO0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0030+STABILITY: SURFACE MOTION
 AO0030
 AO0030  HISTORY     - Date     Condition        Report By
 AO0030  HISTORY     - 1935     MONUMENTED       CGS
 AO0030  HISTORY     - 1952     GOOD             USGS
 AO0030
 AO0030                          STATION DESCRIPTION
 AO0030
 AO0030'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0030'4.2 MI N FROM THREE RIVERS.
 AO0030'THREE RIVERS, 4.2 MI. N. OF FIRST STATE BANK ALONG U.S. HWY. 281.
 AO0030'ABOUT 300 FT. W. OF HWY.  48 FT. S. 81 DEG. W. OF SAN ANTONIO AND
 AO0030'UVALDE R.R. TRACKS.  2.5 FT. S. AND 2.5 FT. E. OF JCT. OF R.O.W. FENCE
 AO0030'AND FENCE W.  IN CONCRETE POST.  STANDARD USC AND GS DISK STAMPED C
 AO0030'343 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0900 ***********************************************************************
 AY0900  DESIGNATION -  C 345
 AY0900  PID         -  AY0900
 AY0900  STATE/COUNTY-  TX/BEXAR
 AY0900  USGS QUAD   -  SOMERSET (1982)
 AY0900
 AY0900                         *CURRENT SURVEY CONTROL
 AY0900  ___________________________________________________________________
 AY0900* NAD 83(1986)-  29 13 42.     (N)    098 39 27.     (W)     SCALED    
 AY0900* NAVD 88     -       195.003  (meters)     639.77   (feet)  ADJUSTED  
 AY0900  ___________________________________________________________________
 AY0900  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AY0900  DYNAMIC HT  -         194.722 (meters)     638.85  (feet)  COMP
 AY0900  MODELED GRAV-     979,198.5   (mgal)                       NAVD 88
 AY0900
 AY0900  VERT ORDER  -  FIRST     CLASS II
 AY0900
 AY0900.The horizontal coordinates were scaled from a topographic map and have
 AY0900.an estimated accuracy of +/- 6 seconds.
 AY0900
 AY0900.The orthometric height was determined by differential leveling
 AY0900.and adjusted by the National Geodetic Survey in June 1991..
 AY0900
 AY0900.The geoid height was determined by GEOID03.
 AY0900
 AY0900.The dynamic height is computed by dividing the NAVD 88
 AY0900.geopotential number by the normal gravity value computed on the
 AY0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0900.degrees latitude (g = 980.6199 gals.).
 AY0900
 AY0900.The modeled gravity was interpolated from observed gravity values.
 AY0900
 AY0900;                    North         East    Units  Estimated Accuracy
 AY0900;SPC TXSC     - 4,154,650.      633,300.      MT  (+/- 180 meters Scaled)
 AY0900
 AY0900                          SUPERSEDED SURVEY CONTROL
 AY0900
 AY0900  NGVD 29 (??/??/92)  194.916  (m)          639.49   (f) ADJ UNCH    1 2
 AY0900
 AY0900.Superseded values are not recommended for survey control.
 AY0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0900.See file dsdata.txt to determine how the superseded data were derived.
 AY0900
 AY0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT332333(NAD 83)
 AY0900_MARKER: DB = BENCH MARK DISK
 AY0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0900_STAMPING: C 345 1935
 AY0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0900+STABILITY: SURFACE MOTION
 AY0900
 AY0900  HISTORY     - Date     Condition        Report By
 AY0900  HISTORY     - 1935     MONUMENTED       CGS
 AY0900  HISTORY     - 1956     GOOD             NGS
 AY0900  HISTORY     - 1957     GOOD             DOD
 AY0900  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0900
 AY0900                          STATION DESCRIPTION
 AY0900
 AY0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0900'0.1 MI NW FROM SOMERSET.
 AY0900'0.1 MILE NORTHWEST ALONG THE SAN ANTONIO RAILROAD FROM THE STATION AT
 AY0900'SOMERSET, 116 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 34 FEET
 AY0900'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 51 FEET SOUTHWEST
 AY0900'OF THE CENTER LINE OF A ROAD, 27 FEET EAST OF THE EAST CORNER OF A
 AY0900'TOOL HOUSE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AY0900'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0900
 AY0900                          STATION RECOVERY (1957)
 AY0900
 AY0900'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0900'RECOVERED IN GOOD CONDITION.
 AY0900
 AY0900                          STATION RECOVERY (1999)
 AY0900
 AY0900'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0066 ***********************************************************************
 FM0066  DESIGNATION -  C 347
 FM0066  PID         -  FM0066
 FM0066  STATE/COUNTY-  TX/MOORE
 FM0066  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0066
 FM0066                         *CURRENT SURVEY CONTROL
 FM0066  ___________________________________________________________________
 FM0066* NAD 83(1986)-  35 58 04.     (N)    102 06 19.     (W)     SCALED    
 FM0066* NAVD 88     -      1145.950  (meters)    3759.67   (feet)  ADJUSTED  
 FM0066  ___________________________________________________________________
 FM0066  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 FM0066  DYNAMIC HT  -        1144.627 (meters)    3755.33  (feet)  COMP
 FM0066  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 FM0066
 FM0066  VERT ORDER  -  SECOND    CLASS 0
 FM0066
 FM0066.The horizontal coordinates were scaled from a topographic map and have
 FM0066.an estimated accuracy of +/- 6 seconds.
 FM0066
 FM0066.The orthometric height was determined by differential leveling
 FM0066.and adjusted by the National Geodetic Survey in June 1991..
 FM0066
 FM0066.The geoid height was determined by GEOID03.
 FM0066
 FM0066.The dynamic height is computed by dividing the NAVD 88
 FM0066.geopotential number by the normal gravity value computed on the
 FM0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0066.degrees latitude (g = 980.6199 gals.).
 FM0066
 FM0066.The modeled gravity was interpolated from observed gravity values.
 FM0066
 FM0066;                    North         East    Units  Estimated Accuracy
 FM0066;SPC TX N     - 1,218,470.      145,410.      MT  (+/- 180 meters Scaled)
 FM0066
 FM0066                          SUPERSEDED SURVEY CONTROL
 FM0066
 FM0066  NGVD 29 (??/??/92) 1145.392  (m)         3757.84   (f) ADJ UNCH    2 0
 FM0066
 FM0066.Superseded values are not recommended for survey control.
 FM0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0066.See file dsdata.txt to determine how the superseded data were derived.
 FM0066
 FM0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV610842(NAD 83)
 FM0066_MARKER: DB = BENCH MARK DISK
 FM0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0066_STAMPING: C 347 1952
 FM0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0066+STABILITY: SURFACE MOTION
 FM0066
 FM0066  HISTORY     - Date     Condition        Report By
 FM0066  HISTORY     - 1952     MONUMENTED       CGS
 FM0066  HISTORY     - 1965     MARK NOT FOUND   USGS
 FM0066
 FM0066                          STATION DESCRIPTION
 FM0066
 FM0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0066'15.0 MI NW FROM DUMAS.
 FM0066'0.5 MILE NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE COURTHOUSE AT
 FM0066'DUMAS, THENCE 7.5 MILES WEST ALONG U.S. HIGHWAY 87, THENCE 7.0 MILES
 FM0066'NORTH ALONG A GRADED DIRT ROAD, 31 FEET NORTH OF THE CENTER LINE OF AN
 FM0066'EAST AND WEST ROAD, 10 FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD
 FM0066'LEADING SOUTH, 30 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE
 FM0066'GUARD, 44 FEET NORTHEAST OF THE NORTH END OF A 24 INCH PIPE CULVERT,
 FM0066'4.3 FEET NORTH OF AN EAST AND WEST FENCE, 4 FEET NORTH OF A WITNESS
 FM0066'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 FM0066'THE GROUND.
 FM0066
 FM0066                          STATION RECOVERY (1965)
 FM0066
 FM0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FM0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0134 ***********************************************************************
 FM0134  DESIGNATION -  C 349
 FM0134  PID         -  FM0134
 FM0134  STATE/COUNTY-  TX/HARTLEY
 FM0134  USGS QUAD   -  HARTLEY SE (1963)
 FM0134
 FM0134                         *CURRENT SURVEY CONTROL
 FM0134  ___________________________________________________________________
 FM0134* NAD 83(1986)-  35 52 00.     (N)    102 18 44.     (W)     SCALED    
 FM0134* NAVD 88     -      1184.369  (meters)    3885.72   (feet)  ADJUSTED  
 FM0134  ___________________________________________________________________
 FM0134  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 FM0134  DYNAMIC HT  -        1182.976 (meters)    3881.15  (feet)  COMP
 FM0134  MODELED GRAV-     979,416.5   (mgal)                       NAVD 88
 FM0134
 FM0134  VERT ORDER  -  SECOND    CLASS 0
 FM0134
 FM0134.The horizontal coordinates were scaled from a topographic map and have
 FM0134.an estimated accuracy of +/- 6 seconds.
 FM0134
 FM0134.The orthometric height was determined by differential leveling
 FM0134.and adjusted by the National Geodetic Survey in June 1991..
 FM0134
 FM0134.The geoid height was determined by GEOID03.
 FM0134
 FM0134.The dynamic height is computed by dividing the NAVD 88
 FM0134.geopotential number by the normal gravity value computed on the
 FM0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0134.degrees latitude (g = 980.6199 gals.).
 FM0134
 FM0134.The modeled gravity was interpolated from observed gravity values.
 FM0134
 FM0134;                    North         East    Units  Estimated Accuracy
 FM0134;SPC TX N     - 1,207,390.      126,650.      MT  (+/- 180 meters Scaled)
 FM0134
 FM0134                          SUPERSEDED SURVEY CONTROL
 FM0134
 FM0134  NGVD 29 (??/??/92) 1183.800  (m)         3883.85   (f) ADJ UNCH    2 0
 FM0134
 FM0134.Superseded values are not recommended for survey control.
 FM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0134.See file dsdata.txt to determine how the superseded data were derived.
 FM0134
 FM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV426724(NAD 83)
 FM0134_MARKER: DB = BENCH MARK DISK
 FM0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0134_SP_SET: CULVERT
 FM0134_STAMPING: C 349 1952
 FM0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0134+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0134
 FM0134  HISTORY     - Date     Condition        Report By
 FM0134  HISTORY     - 1952     MONUMENTED       CGS
 FM0134  HISTORY     - 20040805 GOOD             USPSQD
 FM0134
 FM0134                          STATION DESCRIPTION
 FM0134
 FM0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0134'5.4 MI E FROM HARTLEY.
 FM0134'5.4 MILES EAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT HARTLEY,
 FM0134'24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 FM0134'WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 FM0134
 FM0134                          STATION RECOVERY (2004)
 FM0134
 FM0134'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1258 ***********************************************************************
 AY1258  DESIGNATION -  C 35
 AY1258  PID         -  AY1258
 AY1258  STATE/COUNTY-  TX/MEDINA
 AY1258  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1258
 AY1258                         *CURRENT SURVEY CONTROL
 AY1258  ___________________________________________________________________
 AY1258* NAD 83(1993)-  29 20 56.85180(N)    099 06 58.76049(W)     ADJUSTED  
 AY1258* NAVD 88     -       269.120  (meters)     882.94   (feet)  POSTED    
 AY1258  ___________________________________________________________________
 AY1258  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AY1258  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AY1258  DYNAMIC HT  -         268.730 (meters)     881.66  (feet)  COMP
 AY1258  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY1258
 AY1258  HORZ ORDER  -  SECOND
 AY1258  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AY1258
 AY1258.The horizontal coordinates were established by classical geodetic methods
 AY1258.and adjusted by the National Geodetic Survey in February 1996..
 AY1258
 AY1258.The orthometric height was determined by differential leveling
 AY1258.and adjusted by the National Geodetic Survey in 1992..
 AY1258.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AY1258.rate of 4.1 thru 8.0 mm/km.
 AY1258
 AY1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1258
 AY1258.The geoid height was determined by GEOID03.
 AY1258
 AY1258.The dynamic height is computed by dividing the NAVD 88
 AY1258.geopotential number by the normal gravity value computed on the
 AY1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1258.degrees latitude (g = 980.6199 gals.).
 AY1258
 AY1258.The modeled gravity was interpolated from observed gravity values.
 AY1258
 AY1258;                    North         East     Units Scale Factor Converg.
 AY1258;SPC TXSC     - 4,167,995.383   588,705.520   MT  0.99986327   -0 03 25.2
 AY1258;SPC TXSC     -13,674,498.19  1,931,444.69   sFT  0.99986327   -0 03 25.2
 AY1258;UTM  14      - 3,246,672.355   488,708.488   MT  0.99960157   -0 03 25.2
 AY1258
 AY1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1258!SPC TXSC     -   0.99996149  x   0.99986327  =   0.99982477
 AY1258!UTM  14      -   0.99996149  x   0.99960157  =   0.99956308
 AY1258
 AY1258                          SUPERSEDED SURVEY CONTROL
 AY1258
 AY1258  NAD 83(1986)-  29 20 56.85390(N)    099 06 58.74372(W) AD(       ) 2
 AY1258  NAD 27      -  29 20 56.00600(N)    099 06 57.62200(W) AD(       ) 2
 AY1258  NGVD 29 (??/??/92)  268.96   (m)          882.4    (f) COMPUTED    1 2
 AY1258
 AY1258.Superseded values are not recommended for survey control.
 AY1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1258.See file dsdata.txt to determine how the superseded data were derived.
 AY1258
 AY1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8870846672(NAD 83)
 AY1258_MARKER: Q = CHISELED SQUARE
 AY1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1258+STABILITY: SURFACE MOTION
 AY1258
 AY1258  HISTORY     - Date     Condition        Report By
 AY1258  HISTORY     - 1924     MONUMENTED       CGS
 AY1258  HISTORY     - 1957     MARK NOT FOUND   NGS
 AY1258  HISTORY     - 19950502 MARK NOT FOUND   USPSQD
 AY1258  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 AY1258
 AY1258                          STATION DESCRIPTION
 AY1258
 AY1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY1258'STATION IS BOTTOM OF A SQUARE HOLE IN TOP OF STONE POST,
 AY1258'LETTERED U S B M, 9.895 METERS (32.46 FEET) S 89 DEG 56 MIN E
 AY1258'FROM STATION HONDO.  ELEVATION OF STATION IS 268.909
 AY1258'METERS (882.246 FEET).
 AY1258
 AY1258                          STATION RECOVERY (1957)
 AY1258
 AY1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AY1258'1.5 MI E FROM HONDO.
 AY1258'1.5 MILES EAST OF HONDO, MEDINA COUNTY, ON THE SOUTHERN PACIFIC
 AY1258'RAILROAD, AT MILEPOST 257, 50 FEET SOUTH OF THE TRACK, AND 50 FEET
 AY1258'EAST OF A ROAD CROSSING.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A
 AY1258'STONE POST, LETTERED U S B M.
 AY1258
 AY1258                          STATION RECOVERY (1995)
 AY1258
 AY1258'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1258'MARK NOT FOUND.
 AY1258
 AY1258                          STATION RECOVERY (2001)
 AY1258
 AY1258'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2336 ***********************************************************************
 AX2336  DESIGNATION -  C 350
 AX2336  PID         -  AX2336
 AX2336  STATE/COUNTY-  TX/CALDWELL
 AX2336  USGS QUAD   -  LULING (1994)
 AX2336
 AX2336                         *CURRENT SURVEY CONTROL
 AX2336  ___________________________________________________________________
 AX2336* NAD 83(1986)-  29 40 43.     (N)    097 39 12.     (W)     SCALED    
 AX2336* NAVD 88     -       124.02   (+/-2cm)     406.9    (feet)  VERTCON   
 AX2336  ___________________________________________________________________
 AX2336  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2336
 AX2336  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2336
 AX2336.The horizontal coordinates were scaled from a topographic map and have
 AX2336.an estimated accuracy of +/- 6 seconds.
 AX2336
 AX2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2336.The vertical order pertains to the NGVD 29 superseded value.
 AX2336
 AX2336.The geoid height was determined by GEOID03.
 AX2336
 AX2336;                    North         East    Units  Estimated Accuracy
 AX2336;SPC TXSC     - 4,205,260.      730,330.      MT  (+/- 180 meters Scaled)
 AX2336
 AX2336                          SUPERSEDED SURVEY CONTROL
 AX2336
 AX2336  NGVD 29 (??/??/92)  123.960  (m)          406.69   (f) ADJ UNCH    2 0
 AX2336
 AX2336.Superseded values are not recommended for survey control.
 AX2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2336.See file dsdata.txt to determine how the superseded data were derived.
 AX2336
 AX2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT303839(NAD 83)
 AX2336_MARKER: DB = BENCH MARK DISK
 AX2336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2336_SP_SET: FOUNDATION
 AX2336_STAMPING: C 350 1935
 AX2336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2336
 AX2336  HISTORY     - Date     Condition        Report By
 AX2336  HISTORY     - 1935     MONUMENTED       CGS
 AX2336  HISTORY     - 1959     GOOD             DOD
 AX2336  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2336  HISTORY     - 20050222 MARK NOT FOUND   USPSQD
 AX2336
 AX2336                          STATION DESCRIPTION
 AX2336
 AX2336'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2336'IN LULING.
 AX2336'66 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING,
 AX2336'82 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER, AND 120 FEET
 AX2336'SOUTH-SOUTHWEST OF THE INTERSECTING CENTERLINES OF THE STREET AND THE
 AX2336'SIDEWALK TO THE BUILDING.  SET VERTICALLY IN THE CONCRETE FOUNDATION
 AX2336'4.4 FEET ABOVE THE GROUND.  NOTE-- 1943 DESCRIPTION-- AT LULING,
 AX2336'CALDWELL COUNTY, IN THE NORTH WALL OF THE PUBLIC SCHOOL BUILDING, IN A
 AX2336'LIMESTONE SLAB, 7 FEET WEST OF THE CENTER OF THE NORTH ENTRANCE, AND
 AX2336'ABOUT 5 FEET ABOVE THE GROUND.
 AX2336
 AX2336                          STATION RECOVERY (1987)
 AX2336
 AX2336'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2336'MARK NOT FOUND.
 AX2336
 AX2336                          STATION RECOVERY (2005)
 AX2336
 AX2336'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0178 ***********************************************************************
 AE0178  DESIGNATION -  C 351
 AE0178  PID         -  AE0178
 AE0178  STATE/COUNTY-  TX/BROOKS
 AE0178  USGS QUAD   -  ENCINO (1982)
 AE0178
 AE0178                         *CURRENT SURVEY CONTROL
 AE0178  ___________________________________________________________________
 AE0178* NAD 83(1986)-  26 53 23.     (N)    098 08 08.     (W)     SCALED    
 AE0178* NAVD 88     -        37.011  (meters)     121.43   (feet)  ADJUSTED  
 AE0178  ___________________________________________________________________
 AE0178  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AE0178  DYNAMIC HT  -          36.952 (meters)     121.23  (feet)  COMP
 AE0178  MODELED GRAV-     979,048.6   (mgal)                       NAVD 88
 AE0178
 AE0178  VERT ORDER  -  SECOND    CLASS 0
 AE0178
 AE0178.The horizontal coordinates were scaled from a topographic map and have
 AE0178.an estimated accuracy of +/- 6 seconds.
 AE0178
 AE0178.The orthometric height was determined by differential leveling
 AE0178.and adjusted by the National Geodetic Survey in June 1991..
 AE0178
 AE0178.The geoid height was determined by GEOID03.
 AE0178
 AE0178.The dynamic height is computed by dividing the NAVD 88
 AE0178.geopotential number by the normal gravity value computed on the
 AE0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0178.degrees latitude (g = 980.6199 gals.).
 AE0178
 AE0178.The modeled gravity was interpolated from observed gravity values.
 AE0178
 AE0178;                    North         East    Units  Estimated Accuracy
 AE0178;SPC TX S     - 5,135,560.      336,200.      MT  (+/- 180 meters Scaled)
 AE0178
 AE0178                          SUPERSEDED SURVEY CONTROL
 AE0178
 AE0178  NGVD 29 (??/??/92)   37.112  (m)          121.76   (f) ADJ UNCH    2 0
 AE0178
 AE0178.Superseded values are not recommended for survey control.
 AE0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0178.See file dsdata.txt to determine how the superseded data were derived.
 AE0178
 AE0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ858745(NAD 83)
 AE0178_MARKER: DB = BENCH MARK DISK
 AE0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0178_STAMPING: C 351 1935
 AE0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0178+STABILITY: SURFACE MOTION
 AE0178
 AE0178  HISTORY     - Date     Condition        Report By
 AE0178  HISTORY     - 1935     MONUMENTED       CGS
 AE0178  HISTORY     - 1942     GOOD             NGS
 AE0178  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0178
 AE0178                          STATION DESCRIPTION
 AE0178
 AE0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0178'IN RACHAL.
 AE0178'BENCH MARK IS ABOUT 0.9 MILE EAST OF THE SOUTHERN PACIFIC RAILROAD
 AE0178'STATION AT RACHAL, AT THE INTERSECTION OF ROAD FROM SOUTHERN PACIFIC
 AE0178'RAILROAD WITH U.S. HIGHWAY NO. 281 AND ACROSS THE HIGHWAY FROM A
 AE0178'SERVICE STATION.  IT IS 59.0 FEET WEST OF AND ABOUT THE SAME ELEVATION
 AE0178'AS THE CENTERLINE OF THE HIGHWAY, 34.0 FEET SOUTH OF THE CENTERLINE OF
 AE0178'A SIDE ROAD LEADING WESTERLY, 5.5 FEET SOUTH OF A FENCE CORNER AND
 AE0178'TELEPHONE POLE AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. A
 AE0178'STD. DISK SET IN CONCRETE POST PROJECTING ABOUT 0.3 FOOT. NOTE-- MAPS
 AE0178'SHOW THAT R.R. AND HS. HWY 281 ARE RUNNING PARALLEL AND ABOUT 1 MILE
 AE0178'APART.
 AE0178
 AE0178                          STATION RECOVERY (1962)
 AE0178
 AE0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0179 ***********************************************************************
 AE0179  DESIGNATION -  C 351 RESET 1963
 AE0179  PID         -  AE0179
 AE0179  STATE/COUNTY-  TX/BROOKS
 AE0179  USGS QUAD   -  ENCINO (1982)
 AE0179
 AE0179                         *CURRENT SURVEY CONTROL
 AE0179  ___________________________________________________________________
 AE0179* NAD 83(1986)-  26 53 23.     (N)    098 08 08.     (W)     SCALED    
 AE0179* NAVD 88     -        36.63   (meters)     120.2    (feet)  RESET     
 AE0179  ___________________________________________________________________
 AE0179  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AE0179
 AE0179  VERT ORDER  -  THIRD
 AE0179
 AE0179.The horizontal coordinates were scaled from a topographic map and have
 AE0179.an estimated accuracy of +/- 6 seconds.
 AE0179
 AE0179.The orthometric height was computed from unverified reset data.
 AE0179
 AE0179.The geoid height was determined by GEOID03.
 AE0179
 AE0179;                    North         East    Units  Estimated Accuracy
 AE0179;SPC TX S     - 5,135,560.      336,200.      MT  (+/- 180 meters Scaled)
 AE0179
 AE0179                          SUPERSEDED SURVEY CONTROL
 AE0179
 AE0179.No superseded survey control is available for this station.
 AE0179
 AE0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ858745(NAD 83)
 AE0179_MARKER: DB = BENCH MARK DISK
 AE0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0179_STAMPING: C 351 RESET 1963
 AE0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0179+STABILITY: SURFACE MOTION
 AE0179
 AE0179  HISTORY     - Date     Condition        Report By
 AE0179  HISTORY     - 1963     MONUMENTED       CGS
 AE0179
 AE0179                          STATION DESCRIPTION
 AE0179
 AE0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AE0179'IN RACHAL.
 AE0179'AT RACHAL IN THE SOUTHWEST ANGLE OF THE JUNCTION OF FARM-TO-MARKET
 AE0179'ROAD 755 AND U.S. HIGHWAY 281, 126 FEET WEST OF THE CENTER LINE OF
 AE0179'U.S. HIGHWAY 218, 51 FEET SOUTH OF THE CENTER LINE OF FARM-TO-MARKET
 AE0179'ROAD 755, 69 FEET WEST OF A FENCE CORNER, 1.8 FEET SOUTHWEST OF A
 AE0179'METAL WITNESS POST AND IN THE SOUTH RIGHT-OF-WAY FENCE LINE ALONG
 AE0179'FARM-TO-MARKET ROAD 755.  A STANDARD DISK STAMPED C 351 RESET 1963 SET
 AE0179'IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0470 ***********************************************************************
 AE0470  DESIGNATION -  C 352
 AE0470  PID         -  AE0470
 AE0470  STATE/COUNTY-  TX/HIDALGO
 AE0470  USGS QUAD   -  FAYSVILLE (1963)
 AE0470
 AE0470                         *CURRENT SURVEY CONTROL
 AE0470  ___________________________________________________________________
 AE0470* NAD 83(1986)-  26 24 55.     (N)    098 08 15.     (W)     SCALED    
 AE0470* NAVD 88     -        29.353  (meters)      96.30   (feet)  ADJUSTED  
 AE0470  ___________________________________________________________________
 AE0470  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AE0470  DYNAMIC HT  -          29.305 (meters)      96.14  (feet)  COMP
 AE0470  MODELED GRAV-     979,025.1   (mgal)                       NAVD 88
 AE0470
 AE0470  VERT ORDER  -  SECOND    CLASS 0
 AE0470
 AE0470.The horizontal coordinates were scaled from a topographic map and have
 AE0470.an estimated accuracy of +/- 6 seconds.
 AE0470
 AE0470.The orthometric height was determined by differential leveling
 AE0470.and adjusted by the National Geodetic Survey in June 1991..
 AE0470
 AE0470.The geoid height was determined by GEOID03.
 AE0470
 AE0470.The dynamic height is computed by dividing the NAVD 88
 AE0470.geopotential number by the normal gravity value computed on the
 AE0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0470.degrees latitude (g = 980.6199 gals.).
 AE0470
 AE0470.The modeled gravity was interpolated from observed gravity values.
 AE0470
 AE0470;                    North         East    Units  Estimated Accuracy
 AE0470;SPC TX S     - 5,082,990.      336,160.      MT  (+/- 180 meters Scaled)
 AE0470
 AE0470                          SUPERSEDED SURVEY CONTROL
 AE0470
 AE0470  NGVD 29 (??/??/92)   29.45   (m)           96.6    (f) COMPUTED    2 0
 AE0470
 AE0470.Superseded values are not recommended for survey control.
 AE0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0470.See file dsdata.txt to determine how the superseded data were derived.
 AE0470
 AE0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ860219(NAD 83)
 AE0470_MARKER: DB = BENCH MARK DISK
 AE0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0470_STAMPING: C-352
 AE0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0470+STABILITY: SURFACE MOTION
 AE0470
 AE0470  HISTORY     - Date     Condition        Report By
 AE0470  HISTORY     - UNK      MONUMENTED       CGS
 AE0470  HISTORY     - 1935     GOOD             NGS
 AE0470  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0470
 AE0470                          STATION DESCRIPTION
 AE0470
 AE0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0470'8.1 MI N FROM EDINBURG.
 AE0470'8.1 MILES NORTH OF AND ALONG U. S. HIGHWAY 281.  37 FEET WEST OF
 AE0470'CENTER LINE OF ROAD.  OPPOSITE T ROAD LEADING TO A FARM HOUSE.  75
 AE0470'FEET SOUTH OF A CATTLE GUARD IN FENCE.
 AE0470
 AE0470                          STATION RECOVERY (1962)
 AE0470
 AE0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0471 ***********************************************************************
 AE0471  DESIGNATION -  C 352 RESET 1942
 AE0471  PID         -  AE0471
 AE0471  STATE/COUNTY-  TX/HIDALGO
 AE0471  USGS QUAD   -  FAYSVILLE (1963)
 AE0471
 AE0471                         *CURRENT SURVEY CONTROL
 AE0471  ___________________________________________________________________
 AE0471* NAD 83(1986)-  26 24 55.     (N)    098 08 15.     (W)     SCALED    
 AE0471* NAVD 88     -        25.657  (meters)      84.18   (feet)  ADJUSTED  
 AE0471  ___________________________________________________________________
 AE0471  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AE0471  DYNAMIC HT  -          25.615 (meters)      84.04  (feet)  COMP
 AE0471  MODELED GRAV-     979,025.1   (mgal)                       NAVD 88
 AE0471
 AE0471  VERT ORDER  -  SECOND    CLASS 0
 AE0471
 AE0471.The horizontal coordinates were scaled from a topographic map and have
 AE0471.an estimated accuracy of +/- 6 seconds.
 AE0471
 AE0471.The orthometric height was determined by differential leveling
 AE0471.and adjusted by the National Geodetic Survey in June 1991..
 AE0471
 AE0471.The geoid height was determined by GEOID03.
 AE0471
 AE0471.The dynamic height is computed by dividing the NAVD 88
 AE0471.geopotential number by the normal gravity value computed on the
 AE0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0471.degrees latitude (g = 980.6199 gals.).
 AE0471
 AE0471.The modeled gravity was interpolated from observed gravity values.
 AE0471
 AE0471;                    North         East    Units  Estimated Accuracy
 AE0471;SPC TX S     - 5,082,990.      336,160.      MT  (+/- 180 meters Scaled)
 AE0471
 AE0471                          SUPERSEDED SURVEY CONTROL
 AE0471
 AE0471  NGVD 29 (??/??/92)   25.766  (m)           84.53   (f) ADJ UNCH    2 0
 AE0471
 AE0471.Superseded values are not recommended for survey control.
 AE0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0471.See file dsdata.txt to determine how the superseded data were derived.
 AE0471
 AE0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ860219(NAD 83)
 AE0471_MARKER: DB = BENCH MARK DISK
 AE0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0471_STAMPING: C 352 RESET 1942
 AE0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0471+STABILITY: SURFACE MOTION
 AE0471
 AE0471  HISTORY     - Date     Condition        Report By
 AE0471  HISTORY     - 1942     MONUMENTED       CGS
 AE0471
 AE0471                          STATION DESCRIPTION
 AE0471
 AE0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0471'8.1 MI N FROM EDINBURG.
 AE0471'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 8.1 MILES
 AE0471'NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO THE SITE OF THE BENCH MARK.
 AE0471'BENCH MARK IS ABOUT 300 FEET NORTH OF DIRT ROAD LEADING EASTERLY TO
 AE0471'GULF STATES RECYCLING COMPANY (SAN SALVADOR PLANT) AND 43.6 FEET WEST
 AE0471'OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF PAVEMENT.  IT IS 7 FEET
 AE0471'NORTHEAST OF POWER POLE NUMBERED 6-97, 4. FEET EAST OF ROAD FENCE AND
 AE0471'3. FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AE0471'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0132 ***********************************************************************
 FL0132  DESIGNATION -  C 353
 FL0132  PID         -  FL0132
 FL0132  STATE/COUNTY-  TX/WHEELER
 FL0132  USGS QUAD   -  FULLER (1963)
 FL0132
 FL0132                         *CURRENT SURVEY CONTROL
 FL0132  ___________________________________________________________________
 FL0132* NAD 83(1986)-  35 13 00.     (N)    100 07 00.     (W)     SCALED    
 FL0132* NAVD 88     -       683.949  (meters)    2243.92   (feet)  ADJUSTED  
 FL0132  ___________________________________________________________________
 FL0132  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL0132  DYNAMIC HT  -         683.241 (meters)    2241.60  (feet)  COMP
 FL0132  MODELED GRAV-     979,575.9   (mgal)                       NAVD 88
 FL0132
 FL0132  VERT ORDER  -  FIRST     CLASS II
 FL0132
 FL0132.The horizontal coordinates were scaled from a topographic map and have
 FL0132.an estimated accuracy of +/- 6 seconds.
 FL0132
 FL0132.The orthometric height was determined by differential leveling
 FL0132.and adjusted by the National Geodetic Survey in June 1991..
 FL0132
 FL0132.The geoid height was determined by GEOID03.
 FL0132
 FL0132.The dynamic height is computed by dividing the NAVD 88
 FL0132.geopotential number by the normal gravity value computed on the
 FL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0132.degrees latitude (g = 980.6199 gals.).
 FL0132
 FL0132.The modeled gravity was interpolated from observed gravity values.
 FL0132
 FL0132;                    North         East    Units  Estimated Accuracy
 FL0132;SPC TX N     - 1,135,850.      325,930.      MT  (+/- 180 meters Scaled)
 FL0132
 FL0132                          SUPERSEDED SURVEY CONTROL
 FL0132
 FL0132  NGVD 29 (??/??/92)  683.679  (m)         2243.04   (f) ADJ UNCH    1 2
 FL0132
 FL0132.Superseded values are not recommended for survey control.
 FL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0132.See file dsdata.txt to determine how the superseded data were derived.
 FL0132
 FL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD983976(NAD 83)
 FL0132_MARKER: DB = BENCH MARK DISK
 FL0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0132_STAMPING: C 353 1953
 FL0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0132+STABILITY: SURFACE MOTION
 FL0132
 FL0132  HISTORY     - Date     Condition        Report By
 FL0132  HISTORY     - 1953     MONUMENTED       CGS
 FL0132
 FL0132                          STATION DESCRIPTION
 FL0132
 FL0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0132'3.0 MI SW FROM FULLER.
 FL0132'3.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0132'RAILROAD FROM THE STATION SIGN AT FULLER, 4 1/2 POLES NORTHEAST OF THE
 FL0132'STATION SIGN AT OSBORNE SWITCH, 5 POLES NORTHEAST OF MILEPOST 657,
 FL0132'96.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.3 FEET NORTHWEST OF A
 FL0132'FENCE, 2.8 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 FL0132'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0080 ***********************************************************************
 CR0080  DESIGNATION -  C 3537
 CR0080  PID         -  CR0080
 CR0080  STATE/COUNTY-  TX/HARRISON
 CR0080  USGS QUAD   -  WASKOM (1978)
 CR0080
 CR0080                         *CURRENT SURVEY CONTROL
 CR0080  ___________________________________________________________________
 CR0080* NAD 83(1986)-  32 28 15.     (N)    094 02 35.     (W)     SCALED    
 CR0080* NAVD 88     -        80.036  (meters)     262.58   (feet)  ADJUSTED  
 CR0080  ___________________________________________________________________
 CR0080  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CR0080  DYNAMIC HT  -          79.945 (meters)     262.29  (feet)  COMP
 CR0080  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 CR0080
 CR0080  VERT ORDER  -  FIRST     CLASS II
 CR0080
 CR0080.The horizontal coordinates were scaled from a topographic map and have
 CR0080.an estimated accuracy of +/- 6 seconds.
 CR0080
 CR0080.The orthometric height was determined by differential leveling
 CR0080.and adjusted by the National Geodetic Survey in June 1991..
 CR0080
 CR0080.The geoid height was determined by GEOID03.
 CR0080
 CR0080.The dynamic height is computed by dividing the NAVD 88
 CR0080.geopotential number by the normal gravity value computed on the
 CR0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0080.degrees latitude (g = 980.6199 gals.).
 CR0080
 CR0080.The modeled gravity was interpolated from observed gravity values.
 CR0080
 CR0080;                    North         East    Units  Estimated Accuracy
 CR0080;SPC TXNC     - 2,098,060.    1,018,830.      MT  (+/- 180 meters Scaled)
 CR0080
 CR0080                          SUPERSEDED SURVEY CONTROL
 CR0080
 CR0080  NGVD 29 (??/??/92)   80.103  (m)          262.80   (f) ADJ UNCH    1 2
 CR0080
 CR0080.Superseded values are not recommended for survey control.
 CR0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0080.See file dsdata.txt to determine how the superseded data were derived.
 CR0080
 CR0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR019931(NAD 83)
 CR0080_MARKER: DD = SURVEY DISK
 CR0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0080_STAMPING: C 3537
 CR0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0080+STABILITY: SURFACE MOTION
 CR0080
 CR0080  HISTORY     - Date     Condition        Report By
 CR0080  HISTORY     - UNK      MONUMENTED       LAGS
 CR0080  HISTORY     - 1954     GOOD             NGS
 CR0080  HISTORY     - 19980117 GOOD             USPSQD
 CR0080
 CR0080                          STATION DESCRIPTION
 CR0080
 CR0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0080'1.2 MI SE FROM WASKOM.
 CR0080'1.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT
 CR0080'WASKOM, ON THE TEXAS AND LOUISIANA STATE LINE, 73.1 FEET SOUTHWEST OF
 CR0080'TRIANGULATION STATION LATEX 1950, 30 FEET SOUTHWEST OF THE CENTER LINE
 CR0080'OF THE HIGHWAY, 10 FEET NORTHEAST OF A STATE LINE MARKER, 0.9 FOOT
 CR0080'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0080'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CR0080
 CR0080                          STATION RECOVERY (1998)
 CR0080
 CR0080'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0182 ***********************************************************************
 FL0182  DESIGNATION -  C 354
 FL0182  PID         -  FL0182
 FL0182  STATE/COUNTY-  TX/WHEELER
 FL0182  USGS QUAD   -  RAMSDELL (1963)
 FL0182
 FL0182                         *CURRENT SURVEY CONTROL
 FL0182  ___________________________________________________________________
 FL0182* NAD 83(1986)-  35 11 18.     (N)    100 27 16.     (W)     SCALED    
 FL0182* NAVD 88     -       789.963  (meters)    2591.74   (feet)  ADJUSTED  
 FL0182  ___________________________________________________________________
 FL0182  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL0182  DYNAMIC HT  -         789.113 (meters)    2588.95  (feet)  COMP
 FL0182  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 FL0182
 FL0182  VERT ORDER  -  FIRST     CLASS II
 FL0182
 FL0182.The horizontal coordinates were scaled from a topographic map and have
 FL0182.an estimated accuracy of +/- 6 seconds.
 FL0182
 FL0182.The orthometric height was determined by differential leveling
 FL0182.and adjusted by the National Geodetic Survey in June 1991..
 FL0182
 FL0182.The geoid height was determined by GEOID03.
 FL0182
 FL0182.The dynamic height is computed by dividing the NAVD 88
 FL0182.geopotential number by the normal gravity value computed on the
 FL0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0182.degrees latitude (g = 980.6199 gals.).
 FL0182
 FL0182.The modeled gravity was interpolated from observed gravity values.
 FL0182
 FL0182;                    North         East    Units  Estimated Accuracy
 FL0182;SPC TX N     - 1,132,330.      295,220.      MT  (+/- 180 meters Scaled)
 FL0182
 FL0182                          SUPERSEDED SURVEY CONTROL
 FL0182
 FL0182  NGVD 29 (??/??/92)  789.651  (m)         2590.71   (f) ADJ UNCH    1 2
 FL0182
 FL0182.Superseded values are not recommended for survey control.
 FL0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0182.See file dsdata.txt to determine how the superseded data were derived.
 FL0182
 FL0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD675948(NAD 83)
 FL0182_MARKER: DB = BENCH MARK DISK
 FL0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0182_STAMPING: C 354 1953
 FL0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0182+STABILITY: SURFACE MOTION
 FL0182
 FL0182  HISTORY     - Date     Condition        Report By
 FL0182  HISTORY     - 1953     MONUMENTED       CGS
 FL0182
 FL0182                          STATION DESCRIPTION
 FL0182
 FL0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0182'9.45 MI E FROM MCLEAN.
 FL0182'9.45 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0182'FROM THE STATION AT MCLEAN, 24 1/2 POLES WEST OF MILEPOST 677, 11 1/2
 FL0182'POLES EAST OF MILEPOST 678, 45 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 FL0182'105 FEET WEST OF A FENCE LEADING SOUTHEAST, 1.7 FEET NORTHWEST OF A
 FL0182'FENCE, 2.7 FEET NORTHEAST OF A WITNESS POST, 4 FEET ABOVE THE TOP OF
 FL0182'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 FL0182'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0363 ***********************************************************************
 FL0363  DESIGNATION -  C 355
 FL0363  PID         -  FL0363
 FL0363  STATE/COUNTY-  TX/DONLEY
 FL0363  USGS QUAD   -  ROCKLEDGE (1964)
 FL0363
 FL0363                         *CURRENT SURVEY CONTROL
 FL0363  ___________________________________________________________________
 FL0363* NAD 83(1986)-  35 10 58.     (N)    100 51 45.     (W)     SCALED    
 FL0363* NAVD 88     -       962.847  (meters)    3158.94   (feet)  ADJUSTED  
 FL0363  ___________________________________________________________________
 FL0363  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0363  DYNAMIC HT  -         961.753 (meters)    3155.35  (feet)  COMP
 FL0363  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 FL0363
 FL0363  VERT ORDER  -  FIRST     CLASS II
 FL0363
 FL0363.The horizontal coordinates were scaled from a topographic map and have
 FL0363.an estimated accuracy of +/- 6 seconds.
 FL0363
 FL0363.The orthometric height was determined by differential leveling
 FL0363.and adjusted by the National Geodetic Survey in June 1991..
 FL0363
 FL0363.The geoid height was determined by GEOID03.
 FL0363
 FL0363.The dynamic height is computed by dividing the NAVD 88
 FL0363.geopotential number by the normal gravity value computed on the
 FL0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0363.degrees latitude (g = 980.6199 gals.).
 FL0363
 FL0363.The modeled gravity was interpolated from observed gravity values.
 FL0363
 FL0363;                    North         East    Units  Estimated Accuracy
 FL0363;SPC TX N     - 1,131,400.      258,060.      MT  (+/- 180 meters Scaled)
 FL0363
 FL0363                          SUPERSEDED SURVEY CONTROL
 FL0363
 FL0363  NGVD 29 (??/??/92)  962.43   (m)         3157.6    (f) COMPUTED    1 2
 FL0363
 FL0363.Superseded values are not recommended for survey control.
 FL0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0363.See file dsdata.txt to determine how the superseded data were derived.
 FL0363
 FL0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD304949(NAD 83)
 FL0363_MARKER: DB = BENCH MARK DISK
 FL0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0363_STAMPING: C 355 1953
 FL0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0363+STABILITY: SURFACE MOTION
 FL0363
 FL0363  HISTORY     - Date     Condition        Report By
 FL0363  HISTORY     - 1953     MONUMENTED       CGS
 FL0363  HISTORY     - 1955     GOOD             NGS
 FL0363
 FL0363                          STATION DESCRIPTION
 FL0363
 FL0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0363'2.9 MI E FROM JERICHO.
 FL0363'2.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0363'FROM THE STATION SIGN AT JERICHO, 14.3 FEET WEST OF THE 3RD POLE WEST
 FL0363'OF MILEPOST 705, 41 FEET NORTH OF THE NORTH RAIL, 126 FEET SOUTH OF
 FL0363'THE CENTER LINE OF THE SOUTH TRAFFIC LANE OF U.S. HIGHWAY 66, 2.3 FEET
 FL0363'WEST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, IN LINE
 FL0363'WITH A ROW OF TELEPHONE POLES, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0363'PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0310 ***********************************************************************
 AO0310  DESIGNATION -  C 356
 AO0310  PID         -  AO0310
 AO0310  STATE/COUNTY-  TX/LA SALLE
 AO0310  USGS QUAD   -  COTULLA (1974)
 AO0310
 AO0310                         *CURRENT SURVEY CONTROL
 AO0310  ___________________________________________________________________
 AO0310* NAD 83(1986)-  28 22 33.     (N)    099 10 28.     (W)     SCALED    
 AO0310* NAVD 88     -       131.609  (meters)     431.79   (feet)  POSTED    
 AO0310  ___________________________________________________________________
 AO0310  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AO0310  DYNAMIC HT  -         131.410 (meters)     431.13  (feet)  COMP
 AO0310  MODELED GRAV-     979,135.3   (mgal)                       NAVD 88
 AO0310
 AO0310  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0310
 AO0310.The horizontal coordinates were scaled from a topographic map and have
 AO0310.an estimated accuracy of +/- 6 seconds.
 AO0310
 AO0310.The orthometric height was determined by differential leveling
 AO0310.and adjusted by the National Geodetic Survey in 1992..
 AO0310.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0310.rate of 1.1 thru 2.0 mm/km.
 AO0310
 AO0310.The geoid height was determined by GEOID03.
 AO0310
 AO0310.The dynamic height is computed by dividing the NAVD 88
 AO0310.geopotential number by the normal gravity value computed on the
 AO0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0310.degrees latitude (g = 980.6199 gals.).
 AO0310
 AO0310.The modeled gravity was interpolated from observed gravity values.
 AO0310
 AO0310;                    North         East    Units  Estimated Accuracy
 AO0310;SPC TXSC     - 4,060,140.      582,900.      MT  (+/- 180 meters Scaled)
 AO0310
 AO0310                          SUPERSEDED SURVEY CONTROL
 AO0310
 AO0310  NGVD 29 (??/??/92)  131.509  (m)          431.46   (f) ADJ UNCH    2 0
 AO0310
 AO0310.Superseded values are not recommended for survey control.
 AO0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0310.See file dsdata.txt to determine how the superseded data were derived.
 AO0310
 AO0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS829388(NAD 83)
 AO0310_MARKER: DB = BENCH MARK DISK
 AO0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0310_STAMPING: C-356 1935
 AO0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0310+STABILITY: SURFACE MOTION
 AO0310
 AO0310  HISTORY     - Date     Condition        Report By
 AO0310  HISTORY     - 1935     MONUMENTED       CGS
 AO0310  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0310
 AO0310                          STATION DESCRIPTION
 AO0310
 AO0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0310'6.2 MI SE FROM COTULLA.
 AO0310'6.2 MILES SOUTHEAST OF AND ALONG RIVER ROAD.  83 FT. N. E. OF CENTER
 AO0310'LINE OF ROAD.  SET IN TOP OF A CONCRETE POST.
 AO0310
 AO0310                          STATION RECOVERY (1997)
 AO0310
 AO0310'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0117 ***********************************************************************
 BA0117  DESIGNATION -  C 358
 BA0117  PID         -  BA0117
 BA0117  STATE/COUNTY-  TX/BREWSTER
 BA0117  USGS QUAD   -  SMOKY CREEK (1971)
 BA0117
 BA0117                         *CURRENT SURVEY CONTROL
 BA0117  ___________________________________________________________________
 BA0117* NAD 83(1986)-  29 03 23.     (N)    103 25 57.     (W)     SCALED    
 BA0117* NAVD 88     -       642.450  (meters)    2107.77   (feet)  ADJUSTED  
 BA0117  ___________________________________________________________________
 BA0117  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BA0117  DYNAMIC HT  -         641.406 (meters)    2104.35  (feet)  COMP
 BA0117  MODELED GRAV-     978,999.3   (mgal)                       NAVD 88
 BA0117
 BA0117  VERT ORDER  -  FIRST     CLASS II
 BA0117
 BA0117.The horizontal coordinates were scaled from a topographic map and have
 BA0117.an estimated accuracy of +/- 6 seconds.
 BA0117
 BA0117.The orthometric height was determined by differential leveling
 BA0117.and adjusted by the National Geodetic Survey in June 1991..
 BA0117
 BA0117.The geoid height was determined by GEOID03.
 BA0117
 BA0117.The dynamic height is computed by dividing the NAVD 88
 BA0117.geopotential number by the normal gravity value computed on the
 BA0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0117.degrees latitude (g = 980.6199 gals.).
 BA0117
 BA0117.The modeled gravity was interpolated from observed gravity values.
 BA0117
 BA0117;                    North         East    Units  Estimated Accuracy
 BA0117;SPC TXSC     - 4,143,730.      168,490.      MT  (+/- 180 meters Scaled)
 BA0117
 BA0117                          SUPERSEDED SURVEY CONTROL
 BA0117
 BA0117  NGVD 29 (??/??/92)  642.046  (m)         2106.45   (f) ADJ UNCH    1 2
 BA0117
 BA0117.Superseded values are not recommended for survey control.
 BA0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0117.See file dsdata.txt to determine how the superseded data were derived.
 BA0117
 BA0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN526152(NAD 83)
 BA0117_MARKER: DB = BENCH MARK DISK
 BA0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0117_STAMPING: C 358 1943
 BA0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0117+STABILITY: SURFACE MOTION
 BA0117
 BA0117  HISTORY     - Date     Condition        Report By
 BA0117  HISTORY     - 1943     MONUMENTED       CGS
 BA0117  HISTORY     - 1958     GOOD             NGS
 BA0117
 BA0117                          STATION DESCRIPTION
 BA0117
 BA0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0117'9.65 MI SE FROM CASTOLON.
 BA0117'ABOUT 9.65 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0117'OFFICE AT CASTOLON, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 BA0117'AT THE CREST OF A HILL, 41 FEET SOUTHEAST OF THE CENTER LINE OF A DIM
 BA0117'TRACK ROAD LEADING SOUTHWEST, 2 FEET NORTHWEST OF A WHITE WOODEN
 BA0117'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 BA0117'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0662 ***********************************************************************
 CD0662  DESIGNATION -  C 359
 CD0662  PID         -  CD0662
 CD0662  STATE/COUNTY-  TX/HUDSPETH
 CD0662  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0662
 CD0662                         *CURRENT SURVEY CONTROL
 CD0662  ___________________________________________________________________
 CD0662* NAD 83(1986)-  31 50 01.     (N)    105 59 27.     (W)     SCALED    
 CD0662* NAVD 88     -      1506.734  (meters)    4943.34   (feet)  ADJUSTED  
 CD0662  ___________________________________________________________________
 CD0662  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CD0662  DYNAMIC HT  -        1504.394 (meters)    4935.67  (feet)  COMP
 CD0662  MODELED GRAV-     979,033.4   (mgal)                       NAVD 88
 CD0662
 CD0662  VERT ORDER  -  FIRST     CLASS II
 CD0662
 CD0662.The horizontal coordinates were scaled from a topographic map and have
 CD0662.an estimated accuracy of +/- 6 seconds.
 CD0662
 CD0662.The orthometric height was determined by differential leveling
 CD0662.and adjusted by the National Geodetic Survey in June 1991..
 CD0662
 CD0662.The geoid height was determined by GEOID03.
 CD0662
 CD0662.The dynamic height is computed by dividing the NAVD 88
 CD0662.geopotential number by the normal gravity value computed on the
 CD0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0662.degrees latitude (g = 980.6199 gals.).
 CD0662
 CD0662.The modeled gravity was interpolated from observed gravity values.
 CD0662
 CD0662;                    North         East    Units  Estimated Accuracy
 CD0662;SPC TX C     - 3,253,840.      164,680.      MT  (+/- 180 meters Scaled)
 CD0662
 CD0662                          SUPERSEDED SURVEY CONTROL
 CD0662
 CD0662  NGVD 29 (??/??/92) 1506.006  (m)         4940.95   (f) ADJ UNCH    1 2
 CD0662
 CD0662.Superseded values are not recommended for survey control.
 CD0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0662.See file dsdata.txt to determine how the superseded data were derived.
 CD0662
 CD0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR062224(NAD 83)
 CD0662_MARKER: DB = BENCH MARK DISK
 CD0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0662_SP_SET: CULVERT
 CD0662_STAMPING: C 359 1943
 CD0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0662
 CD0662  HISTORY     - Date     Condition        Report By
 CD0662  HISTORY     - 1943     MONUMENTED       CGS
 CD0662  HISTORY     - 1958     GOOD             NGS
 CD0662
 CD0662                          STATION DESCRIPTION
 CD0662
 CD0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0662'26.2 MI E FROM EL PASO.
 CD0662'ABOUT 26.1 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0662'OF LOOP 16 AT EL PASO, THENCE ABOUT 0.1 MILE EAST AND ACROSS A DEEP
 CD0662'DRAW TO THE OLD HIGHWAY.  IN THE TOP OF A LIMESTONE BOULDER, 43 FEET
 CD0662'WEST OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT 0.55 MILE NORTHEAST
 CD0662'OF THE EL PASO-HUDSPETH COUNTY LINE, 153 FEET SOUTH OF THE WEST END OF
 CD0662'A 48-INCH CULVERT UNDER THE OLD HIGHWAY, 1 FOOT WEST OF A CAIRN, AND
 CD0662'ABOUT 6 FEET BELOW THE LEVEL OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0766 ***********************************************************************
 AY0766  DESIGNATION -  C 36
 AY0766  PID         -  AY0766
 AY0766  STATE/COUNTY-  TX/BEXAR
 AY0766  USGS QUAD   -  TERRELL WELLS (1992)
 AY0766
 AY0766                         *CURRENT SURVEY CONTROL
 AY0766  ___________________________________________________________________
 AY0766* NAD 83(1986)-  29 19 44.     (N)    098 36 23.     (W)     SCALED    
 AY0766* NAVD 88     -       199.521  (meters)     654.60   (feet)  POSTED    
 AY0766  ___________________________________________________________________
 AY0766  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AY0766  DYNAMIC HT  -         199.230 (meters)     653.64  (feet)  COMP
 AY0766  MODELED GRAV-     979,194.4   (mgal)                       NAVD 88
 AY0766
 AY0766  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0766
 AY0766.The horizontal coordinates were scaled from a topographic map and have
 AY0766.an estimated accuracy of +/- 6 seconds.
 AY0766
 AY0766.The orthometric height was determined by differential leveling
 AY0766.and adjusted by the National Geodetic Survey in 1992..
 AY0766.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0766.rate of 1.1 thru 2.0 mm/km.
 AY0766
 AY0766.The geoid height was determined by GEOID03.
 AY0766
 AY0766.The dynamic height is computed by dividing the NAVD 88
 AY0766.geopotential number by the normal gravity value computed on the
 AY0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0766.degrees latitude (g = 980.6199 gals.).
 AY0766
 AY0766.The modeled gravity was interpolated from observed gravity values.
 AY0766
 AY0766;                    North         East    Units  Estimated Accuracy
 AY0766;SPC TXSC     - 4,165,810.      638,230.      MT  (+/- 180 meters Scaled)
 AY0766
 AY0766                          SUPERSEDED SURVEY CONTROL
 AY0766
 AY0766  NGVD 29 (??/??/92)  199.394  (m)          654.18   (f) ADJ UNCH    1 2
 AY0766
 AY0766.Superseded values are not recommended for survey control.
 AY0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0766.See file dsdata.txt to determine how the superseded data were derived.
 AY0766
 AY0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT382444(NAD 83)
 AY0766_MARKER: DB = BENCH MARK DISK
 AY0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0766_SP_SET: STONE
 AY0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0766+STABILITY: SURFACE MOTION
 AY0766
 AY0766  HISTORY     - Date     Condition        Report By
 AY0766  HISTORY     - UNK      MONUMENTED       CGS
 AY0766  HISTORY     - 1946     GOOD             NGS
 AY0766  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0766  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0766
 AY0766                          STATION DESCRIPTION
 AY0766
 AY0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0766'2.5 MI W FROM WITHERS.
 AY0766'ABOUT 2.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AY0766'WITHERS, BEXAR COUNTY, AT MILEPOST 221, AND ABOUT 50 FEET SOUTH OF THE
 AY0766'TRACK.  THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A STONE POST NEAR
 AY0766'THE LETTERS USBM.
 AY0766
 AY0766                          STATION RECOVERY (1966)
 AY0766
 AY0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0766'MARK NOT FOUND.
 AY0766
 AY0766                          STATION RECOVERY (1999)
 AY0766
 AY0766'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0326 ***********************************************************************
 CD0326  DESIGNATION -  C 360
 CD0326  PID         -  CD0326
 CD0326  STATE/COUNTY-  TX/CULBERSON
 CD0326  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0326
 CD0326                         *CURRENT SURVEY CONTROL
 CD0326  ___________________________________________________________________
 CD0326* NAD 83(1986)-  31 57 17.     (N)    104 41 08.     (W)     SCALED    
 CD0326* NAVD 88     -      1418.046  (meters)    4652.37   (feet)  POSTED    
 CD0326  ___________________________________________________________________
 CD0326  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CD0326  DYNAMIC HT  -        1415.860 (meters)    4645.20  (feet)  COMP
 CD0326  MODELED GRAV-     979,049.9   (mgal)                       NAVD 88
 CD0326
 CD0326  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CD0326
 CD0326.The horizontal coordinates were scaled from a topographic map and have
 CD0326.an estimated accuracy of +/- 6 seconds.
 CD0326
 CD0326.The orthometric height was determined by differential leveling
 CD0326.and adjusted by the National Geodetic Survey in 1992..
 CD0326.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CD0326.rate of 2.1 thru 3.0 mm/km.
 CD0326
 CD0326.The geoid height was determined by GEOID03.
 CD0326
 CD0326.The dynamic height is computed by dividing the NAVD 88
 CD0326.geopotential number by the normal gravity value computed on the
 CD0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0326.degrees latitude (g = 980.6199 gals.).
 CD0326
 CD0326.The modeled gravity was interpolated from observed gravity values.
 CD0326
 CD0326;                    North         East    Units  Estimated Accuracy
 CD0326;SPC TX C     - 3,261,700.      288,640.      MT  (+/- 180 meters Scaled)
 CD0326
 CD0326                          SUPERSEDED SURVEY CONTROL
 CD0326
 CD0326  NGVD 29 (??/??/92) 1417.442  (m)         4650.39   (f) ADJ UNCH    1 2
 CD0326
 CD0326.Superseded values are not recommended for survey control.
 CD0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0326.See file dsdata.txt to determine how the superseded data were derived.
 CD0326
 CD0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER297354(NAD 83)
 CD0326_MARKER: DB = BENCH MARK DISK
 CD0326_SETTING: 0 = UNSPECIFIED SETTING
 CD0326_STAMPING: C 360 1943
 CD0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0326
 CD0326  HISTORY     - Date     Condition        Report By
 CD0326  HISTORY     - 1943     MONUMENTED       CGS
 CD0326  HISTORY     - 1973     GOOD             USGS
 CD0326  HISTORY     - 1977     MARK NOT FOUND   NGS
 CD0326
 CD0326                          STATION DESCRIPTION
 CD0326
 CD0326'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0326'9.75 MI SW FROM TEX.-N.M. STATE LINE.
 CD0326'IN CULBERSON COUNTY, 9.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 180 AND 62
 CD0326'FROM THE TEX.-N.M. STATE LINE TO THE CENTER OF A ROADSIDE PARK ON THE
 CD0326'SOUTH SIDE OF THE HIGHWAY, THENCE 0.45 MILE SOUTHWEST FROM THE CENTER
 CD0326'OF THE SOUTH SIDE OF THE ROADSIDE PARK ALONG THE 1933 ROUTE OF U.S.
 CD0326'HIGHWAY 62, THE BM IS 0.15 MILE SOUTHEAST OF THE PRESENT HIGHWAY,
 CD0326'ABOUT 250 FEET NORTHEAST OF A WASH DRAINING SOUTHEAST, 33 FEET NORTH
 CD0326'OF THE CENTERLINE OF THE 1933 ROUTE, IN A LIMESTONE BED IN A DRAINAGE
 CD0326'DITCH, AND ABOUT LEVEL WITH THE OLD ROAD.  A STANDARD DISK, STAMPED C
 CD0326'360 1943.
 CD0326
 CD0326                          STATION RECOVERY (1977)
 CD0326
 CD0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0326'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1053 ***********************************************************************
 FL1053  DESIGNATION -  C 361
 FL1053  PID         -  FL1053
 FL1053  STATE/COUNTY-  TX/CARSON
 FL1053  USGS QUAD   -  WASHBURN (1973)
 FL1053
 FL1053                         *CURRENT SURVEY CONTROL
 FL1053  ___________________________________________________________________
 FL1053* NAD 83(1986)-  35 12 38.     (N)    101 32 33.     (W)     SCALED    
 FL1053* NAVD 88     -      1073.902  (meters)    3523.29   (feet)  ADJUSTED  
 FL1053  ___________________________________________________________________
 FL1053  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1053  DYNAMIC HT  -        1072.625 (meters)    3519.10  (feet)  COMP
 FL1053  MODELED GRAV-     979,407.7   (mgal)                       NAVD 88
 FL1053
 FL1053  VERT ORDER  -  FIRST     CLASS II
 FL1053
 FL1053.The horizontal coordinates were scaled from a topographic map and have
 FL1053.an estimated accuracy of +/- 6 seconds.
 FL1053
 FL1053.The orthometric height was determined by differential leveling
 FL1053.and adjusted by the National Geodetic Survey in June 1991..
 FL1053
 FL1053.The geoid height was determined by GEOID03.
 FL1053
 FL1053.The dynamic height is computed by dividing the NAVD 88
 FL1053.geopotential number by the normal gravity value computed on the
 FL1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1053.degrees latitude (g = 980.6199 gals.).
 FL1053
 FL1053.The modeled gravity was interpolated from observed gravity values.
 FL1053
 FL1053;                    North         East    Units  Estimated Accuracy
 FL1053;SPC TX N     - 1,134,300.      196,130.      MT  (+/- 180 meters Scaled)
 FL1053
 FL1053                          SUPERSEDED SURVEY CONTROL
 FL1053
 FL1053  NGVD 29 (??/??/92) 1073.386  (m)         3521.60   (f) ADJ UNCH    1 2
 FL1053
 FL1053.Superseded values are not recommended for survey control.
 FL1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1053.See file dsdata.txt to determine how the superseded data were derived.
 FL1053
 FL1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD685993(NAD 83)
 FL1053_MARKER: DB = BENCH MARK DISK
 FL1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1053_STAMPING: C 361 1943
 FL1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1053+STABILITY: SURFACE MOTION
 FL1053
 FL1053  HISTORY     - Date     Condition        Report By
 FL1053  HISTORY     - 1943     MONUMENTED       CGS
 FL1053  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1053
 FL1053                          STATION DESCRIPTION
 FL1053
 FL1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1053'0.3 MI W FROM YARNALL.
 FL1053'0.3 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL1053'THE STATION AT YARNALL, CARSON COUNTY, ON THE EAST SIDE OF THE FIRST
 FL1053'POLE WEST OF MILEPOST 744, 65 FEET NORTHEAST OF THE CENTER OF A
 FL1053'DIRT-ROAD CROSSING, 50 FEET EAST OF THE CENTERLINE OF THE ROAD, 41.5
 FL1053'FEET NORTH OF THE NORTH RAIL, IN LINE WITH A ROW OF POLES, AND 2.5
 FL1053'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C
 FL1053'361 1943 AND SET IN THE TOP OF A CONCRETE POST.
 FL1053
 FL1053                          STATION RECOVERY (1984)
 FL1053
 FL1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0477 ***********************************************************************
 EN0477  DESIGNATION -  C 362
 EN0477  PID         -  EN0477
 EN0477  STATE/COUNTY-  TX/ARMSTRONG
 EN0477  USGS QUAD   -  PONY FLATS (1984)
 EN0477
 EN0477                         *CURRENT SURVEY CONTROL
 EN0477  ___________________________________________________________________
 EN0477* NAD 83(1986)-  34 53 35.     (N)    101 36 10.     (W)     SCALED    
 EN0477* NAVD 88     -       818.249  (meters)    2684.54   (feet)  ADJUSTED  
 EN0477  ___________________________________________________________________
 EN0477  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EN0477  DYNAMIC HT  -         817.263 (meters)    2681.30  (feet)  COMP
 EN0477  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 EN0477
 EN0477  VERT ORDER  -  SECOND    CLASS 0
 EN0477
 EN0477.The horizontal coordinates were scaled from a topographic map and have
 EN0477.an estimated accuracy of +/- 6 seconds.
 EN0477
 EN0477.The orthometric height was determined by differential leveling
 EN0477.and adjusted by the National Geodetic Survey in June 1991..
 EN0477
 EN0477.The geoid height was determined by GEOID03.
 EN0477
 EN0477.The dynamic height is computed by dividing the NAVD 88
 EN0477.geopotential number by the normal gravity value computed on the
 EN0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0477.degrees latitude (g = 980.6199 gals.).
 EN0477
 EN0477.The modeled gravity was interpolated from observed gravity values.
 EN0477
 EN0477;                    North         East    Units  Estimated Accuracy
 EN0477;SPC TX N     - 1,099,080.      190,610.      MT  (+/- 180 meters Scaled)
 EN0477
 EN0477                          SUPERSEDED SURVEY CONTROL
 EN0477
 EN0477  NGVD 29 (??/??/92)  817.789  (m)         2683.03   (f) ADJ UNCH    2 0
 EN0477
 EN0477.Superseded values are not recommended for survey control.
 EN0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0477.See file dsdata.txt to determine how the superseded data were derived.
 EN0477
 EN0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD621642(NAD 83)
 EN0477_MARKER: DB = BENCH MARK DISK
 EN0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0477_SP_SET: TREE
 EN0477_STAMPING: C 362 1943
 EN0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0477
 EN0477  HISTORY     - Date     Condition        Report By
 EN0477  HISTORY     - 1943     MONUMENTED       CGS
 EN0477
 EN0477                          STATION DESCRIPTION
 EN0477
 EN0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0477'24.1 MI SE FROM CANYON.
 EN0477'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0477'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 4.1 MILES EAST AND
 EN0477'SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON. AT THE FOOT OF A
 EN0477'20-FOOT BLUFF ON THE WEST SIDE OF THE CANYON, 38 YARDS WEST OF BENCH
 EN0477'MARK D 362 DESCRIBED BELOW, ABOUT 105 YARDS SOUTHWEST OF THE CROSSING
 EN0477'OF A WAGON ROAD, 45 FEET NORTHWEST OF THE CENTERLINE OF THE WAGON
 EN0477'ROAD, IN THE EAST SIDE OF THE TRUNK OF A 20-INCH COTTONWOOD TREE, AND
 EN0477'ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED C 362 1943
 EN0477'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0859 ***********************************************************************
 FL0859  DESIGNATION -  C 363
 FL0859  PID         -  FL0859
 FL0859  STATE/COUNTY-  TX/GRAY
 FL0859  USGS QUAD   -  GROOM (1983)
 FL0859
 FL0859                         *CURRENT SURVEY CONTROL
 FL0859  ___________________________________________________________________
 FL0859* NAD 83(1986)-  35 11 18.     (N)    101 02 23.     (W)     SCALED    
 FL0859* NAVD 88     -       987.135  (meters)    3238.63   (feet)  ADJUSTED  
 FL0859  ___________________________________________________________________
 FL0859  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0859  DYNAMIC HT  -         985.996 (meters)    3234.89  (feet)  COMP
 FL0859  MODELED GRAV-     979,447.1   (mgal)                       NAVD 88
 FL0859
 FL0859  VERT ORDER  -  FIRST     CLASS II
 FL0859
 FL0859.The horizontal coordinates were scaled from a topographic map and have
 FL0859.an estimated accuracy of +/- 6 seconds.
 FL0859
 FL0859.The orthometric height was determined by differential leveling
 FL0859.and adjusted by the National Geodetic Survey in June 1991..
 FL0859
 FL0859.The geoid height was determined by GEOID03.
 FL0859
 FL0859.The dynamic height is computed by dividing the NAVD 88
 FL0859.geopotential number by the normal gravity value computed on the
 FL0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0859.degrees latitude (g = 980.6199 gals.).
 FL0859
 FL0859.The modeled gravity was interpolated from observed gravity values.
 FL0859
 FL0859;                    North         East    Units  Estimated Accuracy
 FL0859;SPC TX N     - 1,131,930.      241,920.      MT  (+/- 180 meters Scaled)
 FL0859
 FL0859                          SUPERSEDED SURVEY CONTROL
 FL0859
 FL0859  NGVD 29 (??/??/92)  986.696  (m)         3237.19   (f) ADJ UNCH    1 2
 FL0859
 FL0859.Superseded values are not recommended for survey control.
 FL0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0859.See file dsdata.txt to determine how the superseded data were derived.
 FL0859
 FL0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD142958(NAD 83)
 FL0859_MARKER: DB = BENCH MARK DISK
 FL0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0859_SP_SET: CULVERT
 FL0859_STAMPING: C 363 1943
 FL0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0859
 FL0859  HISTORY     - Date     Condition        Report By
 FL0859  HISTORY     - 1943     MONUMENTED       CGS
 FL0859  HISTORY     - 1971     GOOD             NGS
 FL0859
 FL0859                          STATION DESCRIPTION
 FL0859
 FL0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0859'4.3 MI E FROM GROOM.
 FL0859'IN GRAY COUNTY, 4.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND  AND
 FL0859'PACIFIC RAILROAD FROM THE STATOIN AT GROOM, CARSON COUNTY, 6 POLES
 FL0859'WEST OF ROAD CROSSING, 75 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 FL0859'AT A CONCRETE CULVERT UNDER U. S. HIGHWAY 66, IN THE TOP OF THE
 FL0859'SOUTHWEST WING WALL, AND 18 FEET SOUTH OF THE CENTERLINE OF THE
 FL0859'HIGHWAY.  A STANDARD DISK, STAMPED C 363 1943.
 FL0859
 FL0859                          STATION RECOVERY (1971)
 FL0859
 FL0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FL0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0860 ***********************************************************************
 FL0860  DESIGNATION -  C 363 RESET
 FL0860  PID         -  FL0860
 FL0860  STATE/COUNTY-  TX/CARSON
 FL0860  USGS QUAD   -  GROOM (1983)
 FL0860
 FL0860                         *CURRENT SURVEY CONTROL
 FL0860  ___________________________________________________________________
 FL0860* NAD 83(1986)-  35 11 17.     (N)    101 02 24.     (W)     SCALED    
 FL0860* NAVD 88     -       987.437  (meters)    3239.62   (feet)  ADJUSTED  
 FL0860  ___________________________________________________________________
 FL0860  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0860  DYNAMIC HT  -         986.298 (meters)    3235.88  (feet)  COMP
 FL0860  MODELED GRAV-     979,447.1   (mgal)                       NAVD 88
 FL0860
 FL0860  VERT ORDER  -  FIRST     CLASS II
 FL0860
 FL0860.The horizontal coordinates were scaled from a topographic map and have
 FL0860.an estimated accuracy of +/- 6 seconds.
 FL0860
 FL0860.The orthometric height was determined by differential leveling
 FL0860.and adjusted by the National Geodetic Survey in June 1991..
 FL0860
 FL0860.The geoid height was determined by GEOID03.
 FL0860
 FL0860.The dynamic height is computed by dividing the NAVD 88
 FL0860.geopotential number by the normal gravity value computed on the
 FL0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0860.degrees latitude (g = 980.6199 gals.).
 FL0860
 FL0860.The modeled gravity was interpolated from observed gravity values.
 FL0860
 FL0860;                    North         East    Units  Estimated Accuracy
 FL0860;SPC TX N     - 1,131,900.      241,890.      MT  (+/- 180 meters Scaled)
 FL0860
 FL0860                          SUPERSEDED SURVEY CONTROL
 FL0860
 FL0860.No superseded survey control is available for this station.
 FL0860
 FL0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD142958(NAD 83)
 FL0860_MARKER: DB = BENCH MARK DISK
 FL0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0860_SP_SET: CONCRETE POST
 FL0860_STAMPING: C 363 RESET 1971
 FL0860_MARK LOGO: NGS   
 FL0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0860+STABILITY: SURFACE MOTION
 FL0860
 FL0860  HISTORY     - Date     Condition        Report By
 FL0860  HISTORY     - 1971     MONUMENTED       NGS
 FL0860  HISTORY     - 1984     GOOD             NGS
 FL0860
 FL0860                          STATION DESCRIPTION
 FL0860
 FL0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FL0860'3.9 MI E FROM GROOM.
 FL0860'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE CHICAGO, ROCK
 FL0860'ISLAND RAILROAD DEPOT IN GROOM, 70 FEET SOUTH OF THE PRESENT
 FL0860'CENTER-LINE OF THE EAST BOUND TRAFFIC LANE OF U.S. HWY.  66, 58 FEET
 FL0860'SOUTHEAST OF A CONCRETE CULVERT, 41 FEET NORTH OF THE NORTH RAIL OF
 FL0860'RAILROAD TRACKS, 3.8 FEET WEST OF A TELEPHONE POLE AND 3.8 FEET EAST
 FL0860'OF A METAL WITNESS POST.  A STANDARD BENCH MARK DISK, SET IN THE TOP
 FL0860'OF A ROUND CONCRETE POST THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED C
 FL0860'363 RESET 1971.
 FL0860
 FL0860                          STATION RECOVERY (1984)
 FL0860
 FL0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0860'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0860'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0860'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 12.1 KM (7.5 MI)
 FL0860'EASTERLY ALONG THE CHICAGO ROCK ISLAND AND PICIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0224 ***********************************************************************
 CV0224  DESIGNATION -  C 364
 CV0224  PID         -  CV0224
 CV0224  STATE/COUNTY-  TX/GAINES
 CV0224  USGS QUAD   -  SEAGRAVES (1970)
 CV0224
 CV0224                         *CURRENT SURVEY CONTROL
 CV0224  ___________________________________________________________________
 CV0224* NAD 83(1986)-  32 56 40.     (N)    102 36 56.     (W)     SCALED    
 CV0224* NAVD 88     -      1042.195  (meters)    3419.27   (feet)  ADJUSTED  
 CV0224  ___________________________________________________________________
 CV0224  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 CV0224  DYNAMIC HT  -        1040.811 (meters)    3414.73  (feet)  COMP
 CV0224  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 CV0224
 CV0224  VERT ORDER  -  SECOND    CLASS 0
 CV0224
 CV0224.The horizontal coordinates were scaled from a topographic map and have
 CV0224.an estimated accuracy of +/- 6 seconds.
 CV0224
 CV0224.The orthometric height was determined by differential leveling
 CV0224.and adjusted by the National Geodetic Survey in June 1991..
 CV0224
 CV0224.The geoid height was determined by GEOID03.
 CV0224
 CV0224.The dynamic height is computed by dividing the NAVD 88
 CV0224.geopotential number by the normal gravity value computed on the
 CV0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0224.degrees latitude (g = 980.6199 gals.).
 CV0224
 CV0224.The modeled gravity was interpolated from observed gravity values.
 CV0224
 CV0224;                    North         East    Units  Estimated Accuracy
 CV0224;SPC TXNC     - 2,149,230.      215,290.      MT  (+/- 180 meters Scaled)
 CV0224
 CV0224                          SUPERSEDED SURVEY CONTROL
 CV0224
 CV0224  NGVD 29 (??/??/92) 1041.870  (m)         3418.20   (f) ADJ UNCH    2 0
 CV0224
 CV0224.Superseded values are not recommended for survey control.
 CV0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0224.See file dsdata.txt to determine how the superseded data were derived.
 CV0224
 CV0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS229476(NAD 83)
 CV0224_MARKER: DB = BENCH MARK DISK
 CV0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0224_STAMPING: C 364 1943
 CV0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0224+STABILITY: SURFACE MOTION
 CV0224
 CV0224  HISTORY     - Date     Condition        Report By
 CV0224  HISTORY     - 1943     MONUMENTED       CGS
 CV0224  HISTORY     - 1964     GOOD             LOCENG
 CV0224
 CV0224                          STATION DESCRIPTION
 CV0224
 CV0224'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 CV0224'3.4 MI W FROM SEAGRAVES.
 CV0224'3.4 MILES WEST ALONG STATE HIGHWAY 83 FROM THE PANHANDLE AND SANTA FE
 CV0224'RAILWAY STATION AT SEAGRAVES, GAINES COUNTY, ACROSS THE ROAD FROM A
 CV0224'WHITE BUNGALOW, 58 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 32
 CV0224'FEET WEST OF A POWER POLE, 2 FEET SOUTH OF A FENCE PARALLEL TO THE
 CV0224'ROAD, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK
 CV0224'STAMPED C 364 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 CV0224'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0192 ***********************************************************************
 DQ0192  DESIGNATION -  C 367
 DQ0192  PID         -  DQ0192
 DQ0192  STATE/COUNTY-  TX/COCHRAN
 DQ0192  USGS QUAD   -  LEHMAN (1969)
 DQ0192
 DQ0192                         *CURRENT SURVEY CONTROL
 DQ0192  ___________________________________________________________________
 DQ0192* NAD 83(1986)-  33 37 17.     (N)    102 45 52.     (W)     SCALED    
 DQ0192* NAVD 88     -      1147.904  (meters)    3766.08   (feet)  POSTED    
 DQ0192  ___________________________________________________________________
 DQ0192  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 DQ0192  DYNAMIC HT  -        1146.390 (meters)    3761.11  (feet)  COMP
 DQ0192  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 DQ0192
 DQ0192  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DQ0192
 DQ0192.The horizontal coordinates were scaled from a topographic map and have
 DQ0192.an estimated accuracy of +/- 6 seconds.
 DQ0192
 DQ0192.The orthometric height was determined by differential leveling
 DQ0192.and adjusted by the National Geodetic Survey in 1992..
 DQ0192.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DQ0192.rate of 2.1 thru 3.0 mm/km.
 DQ0192
 DQ0192.The geoid height was determined by GEOID03.
 DQ0192
 DQ0192.The dynamic height is computed by dividing the NAVD 88
 DQ0192.geopotential number by the normal gravity value computed on the
 DQ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0192.degrees latitude (g = 980.6199 gals.).
 DQ0192
 DQ0192.The modeled gravity was interpolated from observed gravity values.
 DQ0192
 DQ0192;                    North         East    Units  Estimated Accuracy
 DQ0192;SPC TXNC     - 2,224,790.      204,430.      MT  (+/- 180 meters Scaled)
 DQ0192
 DQ0192                          SUPERSEDED SURVEY CONTROL
 DQ0192
 DQ0192  NGVD 29 (??/??/92) 1147.491  (m)         3764.73   (f) ADJ UNCH    2 0
 DQ0192
 DQ0192.Superseded values are not recommended for survey control.
 DQ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0192.See file dsdata.txt to determine how the superseded data were derived.
 DQ0192
 DQ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT073224(NAD 83)
 DQ0192_MARKER: DB = BENCH MARK DISK
 DQ0192_SETTING: 0 = UNSPECIFIED SETTING
 DQ0192_STAMPING: C 367 1943
 DQ0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0192
 DQ0192  HISTORY     - Date     Condition        Report By
 DQ0192  HISTORY     - 1943     MONUMENTED       CGS
 DQ0192
 DQ0192                          STATION DESCRIPTION
 DQ0192
 DQ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0192'2.4 MI E FROM LEHMAN.
 DQ0192'THIS MARK IS ABOUT 2.4 MI. E. ALONG THE PANHANDLE AND SANTA FE RAILWAY
 DQ0192'FROM THE STATION AT LEHMAN, COCHRAN COUNTY, ABOUT 0.1 MI. W. OF
 DQ0192'MILEPOST 48, SET IN THE S.E. CORNER OF THE N. RIGHT-OF-WAY FENCE, 3
 DQ0192'FT. N. OF THE FENCE RUNNING PARALLEL WITH THE TRACK, 4 FEET W. OF A
 DQ0192'FENCE RUNNING N-S, 75 FEET N. OF THE N. RAIL OF THE TRACK, 54 FEET S.
 DQ0192'OF THE CENTERLINE OF A ROAD RUNNING E-W, PROJECTING ABOUT 8-INCHES
 DQ0192'ABOVE THE GROUND, 2 FEET E. OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0858 ***********************************************************************
 AY0858  DESIGNATION -  C 37
 AY0858  PID         -  AY0858
 AY0858  STATE/COUNTY-  TX/FRIO
 AY0858  USGS QUAD   -  GHOST HILL (1982)
 AY0858
 AY0858                         *CURRENT SURVEY CONTROL
 AY0858  ___________________________________________________________________
 AY0858* NAD 83(1986)-  29 04 10.     (N)    098 58 56.     (W)     SCALED    
 AY0858* NAVD 88     -       189.774  (meters)     622.62   (feet)  ADJUSTED  
 AY0858  ___________________________________________________________________
 AY0858  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AY0858  DYNAMIC HT  -         189.503 (meters)     621.73  (feet)  COMP
 AY0858  MODELED GRAV-     979,209.1   (mgal)                       NAVD 88
 AY0858
 AY0858  VERT ORDER  -  FIRST     CLASS II
 AY0858
 AY0858.The horizontal coordinates were scaled from a topographic map and have
 AY0858.an estimated accuracy of +/- 6 seconds.
 AY0858
 AY0858.The orthometric height was determined by differential leveling
 AY0858.and adjusted by the National Geodetic Survey in June 1991..
 AY0858
 AY0858.The geoid height was determined by GEOID03.
 AY0858
 AY0858.The dynamic height is computed by dividing the NAVD 88
 AY0858.geopotential number by the normal gravity value computed on the
 AY0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0858.degrees latitude (g = 980.6199 gals.).
 AY0858
 AY0858.The modeled gravity was interpolated from observed gravity values.
 AY0858
 AY0858;                    North         East    Units  Estimated Accuracy
 AY0858;SPC TXSC     - 4,136,990.      601,730.      MT  (+/- 180 meters Scaled)
 AY0858
 AY0858                          SUPERSEDED SURVEY CONTROL
 AY0858
 AY0858  NGVD 29 (??/??/92)  189.660  (m)          622.24   (f) ADJ UNCH    1 2
 AY0858
 AY0858.Superseded values are not recommended for survey control.
 AY0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0858.See file dsdata.txt to determine how the superseded data were derived.
 AY0858
 AY0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT017156(NAD 83)
 AY0858_MARKER: Z = SEE DESCRIPTION
 AY0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0858_SP_SET: STONE
 AY0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0858+STABILITY: SURFACE MOTION
 AY0858
 AY0858  HISTORY     - Date     Condition        Report By
 AY0858  HISTORY     - UNK      MONUMENTED       CGS
 AY0858  HISTORY     - 1956     GOOD             NGS
 AY0858  HISTORY     - 19950323 MARK NOT FOUND   USPSQD
 AY0858  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AY0858  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AY0858
 AY0858                          STATION DESCRIPTION
 AY0858
 AY0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0858'2.0 MI NE FROM MOORE.
 AY0858'2.0 MILES NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0858'RAILROAD FROM THE POST OFFICE AT MOORE, 72 FEET NORTHWEST OF MILEPOST
 AY0858'298, 31 FEET NORTHWEST OF THE NORTHWEST RAIL, 88 FEET SOUTHEAST OF THE
 AY0858'CENTER LINE OF U.S. HIGHWAY 81, 1.3 FEET SOUTHEAST OF A WITNESS POST,
 AY0858'IN THE TOP OF A STONE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0858
 AY0858                          STATION RECOVERY (1995)
 AY0858
 AY0858'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0858'MARK NOT FOUND.
 AY0858
 AY0858                          STATION RECOVERY (1996)
 AY0858
 AY0858'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0858'MARK NOT FOUND.
 AY0858
 AY0858                          STATION RECOVERY (2002)
 AY0858
 AY0858'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0090 ***********************************************************************
 GL0090  DESIGNATION -  C 370
 GL0090  PID         -  GL0090
 GL0090  STATE/COUNTY-  TX/DALLAM
 GL0090  USGS QUAD   -  WILCO (1965)
 GL0090
 GL0090                         *CURRENT SURVEY CONTROL
 GL0090  ___________________________________________________________________
 GL0090* NAD 83(1986)-  36 06 35.     (N)    102 22 03.     (W)     SCALED    
 GL0090* NAVD 88     -      1199.346  (meters)    3934.85   (feet)  ADJUSTED  
 GL0090  ___________________________________________________________________
 GL0090  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 GL0090  DYNAMIC HT  -        1197.966 (meters)    3930.33  (feet)  COMP
 GL0090  MODELED GRAV-     979,440.9   (mgal)                       NAVD 88
 GL0090
 GL0090  VERT ORDER  -  SECOND    CLASS 0
 GL0090
 GL0090.The horizontal coordinates were scaled from a topographic map and have
 GL0090.an estimated accuracy of +/- 6 seconds.
 GL0090
 GL0090.The orthometric height was determined by differential leveling
 GL0090.and adjusted by the National Geodetic Survey in June 1991..
 GL0090
 GL0090.The geoid height was determined by GEOID03.
 GL0090
 GL0090.The dynamic height is computed by dividing the NAVD 88
 GL0090.geopotential number by the normal gravity value computed on the
 GL0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0090.degrees latitude (g = 980.6199 gals.).
 GL0090
 GL0090.The modeled gravity was interpolated from observed gravity values.
 GL0090
 GL0090;                    North         East    Units  Estimated Accuracy
 GL0090;SPC TX N     - 1,234,400.      121,890.      MT  (+/- 180 meters Scaled)
 GL0090
 GL0090                          SUPERSEDED SURVEY CONTROL
 GL0090
 GL0090.No superseded survey control is available for this station.
 GL0090
 GL0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV369993(NAD 83)
 GL0090_MARKER: DB = BENCH MARK DISK
 GL0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0090_STAMPING: C 370 1943
 GL0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0090+STABILITY: SURFACE MOTION
 GL0090
 GL0090  HISTORY     - Date     Condition        Report By
 GL0090  HISTORY     - 1943     MONUMENTED       CGS
 GL0090
 GL0090                          STATION DESCRIPTION
 GL0090
 GL0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0090'12 MI SW FROM CONLEN.
 GL0090'9.0 MILES SOUTHWEST ALONG U.S. HIGHWAY NUMBER 54, THENCE, 3.0 MILES
 GL0090'SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT CONLEN.  SET AT THE
 GL0090'INTERSECTION OF A ROAD LEADING WEST, BETWEEN TWO TREES AT THE EAST END
 GL0090'OF A ROW OF TREES.  283 FEET WEST OF THE CENTER-LINE OF THE NORTH AND
 GL0090'SOUTH (MAIN) ROAD, 31 FEET SOUTH OF THE CENTER-LINE OF THE ROAD
 GL0090'LEADING WEST, 2.0 FEET EAST OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1517 ***********************************************************************
 FL1517  DESIGNATION -  C 371
 FL1517  PID         -  FL1517
 FL1517  STATE/COUNTY-  TX/MOORE
 FL1517  USGS QUAD   -  DUMAS NORTH (1965)
 FL1517
 FL1517                         *CURRENT SURVEY CONTROL
 FL1517  ___________________________________________________________________
 FL1517* NAD 83(1986)-  35 56 17.     (N)    101 59 57.     (W)     SCALED    
 FL1517* NAVD 88     -      1108.177  (meters)    3635.74   (feet)  ADJUSTED  
 FL1517  ___________________________________________________________________
 FL1517  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL1517  DYNAMIC HT  -        1106.899 (meters)    3631.55  (feet)  COMP
 FL1517  MODELED GRAV-     979,442.2   (mgal)                       NAVD 88
 FL1517
 FL1517  VERT ORDER  -  SECOND    CLASS 0
 FL1517
 FL1517.The horizontal coordinates were scaled from a topographic map and have
 FL1517.an estimated accuracy of +/- 6 seconds.
 FL1517
 FL1517.The orthometric height was determined by differential leveling
 FL1517.and adjusted by the National Geodetic Survey in June 1991..
 FL1517
 FL1517.The geoid height was determined by GEOID03.
 FL1517
 FL1517.The dynamic height is computed by dividing the NAVD 88
 FL1517.geopotential number by the normal gravity value computed on the
 FL1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1517.degrees latitude (g = 980.6199 gals.).
 FL1517
 FL1517.The modeled gravity was interpolated from observed gravity values.
 FL1517
 FL1517;                    North         East    Units  Estimated Accuracy
 FL1517;SPC TX N     - 1,215,120.      154,960.      MT  (+/- 180 meters Scaled)
 FL1517
 FL1517                          SUPERSEDED SURVEY CONTROL
 FL1517
 FL1517  NGVD 29 (??/??/92) 1107.635  (m)         3633.97   (f) ADJ UNCH    2 0
 FL1517
 FL1517.Superseded values are not recommended for survey control.
 FL1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1517.See file dsdata.txt to determine how the superseded data were derived.
 FL1517
 FL1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE294812(NAD 83)
 FL1517_MARKER: DB = BENCH MARK DISK
 FL1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1517_STAMPING: C 371 1943
 FL1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1517+STABILITY: SURFACE MOTION
 FL1517
 FL1517  HISTORY     - Date     Condition        Report By
 FL1517  HISTORY     - 1943     MONUMENTED       CGS
 FL1517  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL1517
 FL1517                          STATION DESCRIPTION
 FL1517
 FL1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1517'6.2 MI NW FROM DUMAS.
 FL1517'5.5 MILES NORTH ALONG U.S. HIGHWAY NUMBER 287 THENCE, 0.7 MILE WEST
 FL1517'ALONG A DIRT ROAD FROM THE COURTHOUSE AT DUMAS.  SET AT A T ROAD.  59
 FL1517'FEET NORTH OF THE CENTER-LINE OF THE EAST AND WEST ROAD, 58 FEET
 FL1517'NORTHWEST OF THE NORTHWEST END OF A 30 INCH TIN CORRIGATED CULVERT, 48
 FL1517'FEET WEST OF THE CENTER-LINE OF THE ROAD LEADING NORTH, 1.6 FEET EAST
 FL1517'OF THE RIGHT-OF-WAY FENCE, 2.5 FEET NORTH OF REFERENCE POST.
 FL1517
 FL1517                          STATION RECOVERY (1962)
 FL1517
 FL1517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL1517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0227 ***********************************************************************
 GL0227  DESIGNATION -  C 372
 GL0227  PID         -  GL0227
 GL0227  STATE/COUNTY-  TX/SHERMAN
 GL0227  USGS QUAD   -  LAUTZ (1965)
 GL0227
 GL0227                         *CURRENT SURVEY CONTROL
 GL0227  ___________________________________________________________________
 GL0227* NAD 83(1986)-  36 08 34.     (N)    102 01 25.     (W)     SCALED    
 GL0227* NAVD 88     -      1097.530  (meters)    3600.81   (feet)  ADJUSTED  
 GL0227  ___________________________________________________________________
 GL0227  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 GL0227  DYNAMIC HT  -        1096.298 (meters)    3596.77  (feet)  COMP
 GL0227  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 GL0227
 GL0227  VERT ORDER  -  SECOND    CLASS 0
 GL0227
 GL0227.The horizontal coordinates were scaled from a topographic map and have
 GL0227.an estimated accuracy of +/- 6 seconds.
 GL0227
 GL0227.The orthometric height was determined by differential leveling
 GL0227.and adjusted by the National Geodetic Survey in June 1991..
 GL0227
 GL0227.The geoid height was determined by GEOID03.
 GL0227
 GL0227.The dynamic height is computed by dividing the NAVD 88
 GL0227.geopotential number by the normal gravity value computed on the
 GL0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0227.degrees latitude (g = 980.6199 gals.).
 GL0227
 GL0227.The modeled gravity was interpolated from observed gravity values.
 GL0227
 GL0227;                    North         East    Units  Estimated Accuracy
 GL0227;SPC TX N     - 1,237,850.      152,880.      MT  (+/- 180 meters Scaled)
 GL0227
 GL0227                          SUPERSEDED SURVEY CONTROL
 GL0227
 GL0227.No superseded survey control is available for this station.
 GL0227
 GL0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA678038(NAD 83)
 GL0227_MARKER: DB = BENCH MARK DISK
 GL0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0227_STAMPING: C 372 1943
 GL0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0227+STABILITY: SURFACE MOTION
 GL0227
 GL0227  HISTORY     - Date     Condition        Report By
 GL0227  HISTORY     - 1943     MONUMENTED       CGS
 GL0227  HISTORY     - 1952     GOOD             NGS
 GL0227
 GL0227                          STATION DESCRIPTION
 GL0227
 GL0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0227'14.1 MI S FROM STRATFORD.
 GL0227'THIS MARK IS ABOUT 14.1 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM
 GL0227'THE STATION AT STRATFORD, SHERMAN COUNTY, 0.1 MILE SOUTH OF MILEPOST
 GL0227'72, SET AT THE NORTH END OF A CUT, 2.0 FEET WEST OF THE EAST
 GL0227'RIGHT-OF-WAY FENCE, 52.0 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 GL0227'287, 47.0 FEET EAST OF THE EAST RAIL, PROJECTING ABOUT 3-INCHES ABOVE
 GL0227'THE GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE POST.
 GL0227
 GL0227                          STATION RECOVERY (1952)
 GL0227
 GL0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0114 ***********************************************************************
 GL0114  DESIGNATION -  C 375
 GL0114  PID         -  GL0114
 GL0114  STATE/COUNTY-  TX/DALLAM
 GL0114  USGS QUAD   -  CONLEN (1965)
 GL0114
 GL0114                         *CURRENT SURVEY CONTROL
 GL0114  ___________________________________________________________________
 GL0114* NAD 83(1986)-  36 09 13.     (N)    102 13 22.     (W)     SCALED    
 GL0114* NAVD 88     -      1169.472  (meters)    3836.84   (feet)  ADJUSTED  
 GL0114  ___________________________________________________________________
 GL0114  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 GL0114  DYNAMIC HT  -        1168.146 (meters)    3832.49  (feet)  COMP
 GL0114  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 GL0114
 GL0114  VERT ORDER  -  SECOND    CLASS 0
 GL0114
 GL0114.The horizontal coordinates were scaled from a topographic map and have
 GL0114.an estimated accuracy of +/- 6 seconds.
 GL0114
 GL0114.The orthometric height was determined by differential leveling
 GL0114.and adjusted by the National Geodetic Survey in June 1991..
 GL0114
 GL0114.The geoid height was determined by GEOID03.
 GL0114
 GL0114.The dynamic height is computed by dividing the NAVD 88
 GL0114.geopotential number by the normal gravity value computed on the
 GL0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0114.degrees latitude (g = 980.6199 gals.).
 GL0114
 GL0114.The modeled gravity was interpolated from observed gravity values.
 GL0114
 GL0114;                    North         East    Units  Estimated Accuracy
 GL0114;SPC TX N     - 1,239,160.      134,960.      MT  (+/- 180 meters Scaled)
 GL0114
 GL0114                          SUPERSEDED SURVEY CONTROL
 GL0114
 GL0114.No superseded survey control is available for this station.
 GL0114
 GL0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA498045(NAD 83)
 GL0114_MARKER: DB = BENCH MARK DISK
 GL0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0114_STAMPING: C 375 1943
 GL0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0114+STABILITY: SURFACE MOTION
 GL0114
 GL0114  HISTORY     - Date     Condition        Report By
 GL0114  HISTORY     - 1943     MONUMENTED       CGS
 GL0114  HISTORY     - 1952     GOOD             NGS
 GL0114
 GL0114                          STATION DESCRIPTION
 GL0114
 GL0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0114'6.5 MI SE FROM CONLEN.
 GL0114'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0114'HIGHWAY 34 AT CONLEN, THENCE 1.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0114'30 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 26 FEET
 GL0114'EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH TO A
 GL0114'FARMHOUSE, 6 FEET EAST OF A FENCE CORNER, 1.2 FEET NORTH OF A FENCE,
 GL0114'1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0461 ***********************************************************************
 FM0461  DESIGNATION -  C 376
 FM0461  PID         -  FM0461
 FM0461  STATE/COUNTY-  TX/HARTLEY
 FM0461  USGS QUAD   -  ROMERO (1971)
 FM0461
 FM0461                         *CURRENT SURVEY CONTROL
 FM0461  ___________________________________________________________________
 FM0461* NAD 83(1986)-  35 43 07.     (N)    102 53 52.     (W)     SCALED    
 FM0461* NAVD 88     -      1239.774  (meters)    4067.49   (feet)  ADJUSTED  
 FM0461  ___________________________________________________________________
 FM0461  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 FM0461  DYNAMIC HT  -        1238.312 (meters)    4062.70  (feet)  COMP
 FM0461  MODELED GRAV-     979,411.0   (mgal)                       NAVD 88
 FM0461
 FM0461  VERT ORDER  -  SECOND    CLASS 0
 FM0461
 FM0461.The horizontal coordinates were scaled from a topographic map and have
 FM0461.an estimated accuracy of +/- 6 seconds.
 FM0461
 FM0461.The orthometric height was determined by differential leveling
 FM0461.and adjusted by the National Geodetic Survey in June 1991..
 FM0461
 FM0461.The geoid height was determined by GEOID03.
 FM0461
 FM0461.The dynamic height is computed by dividing the NAVD 88
 FM0461.geopotential number by the normal gravity value computed on the
 FM0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0461.degrees latitude (g = 980.6199 gals.).
 FM0461
 FM0461.The modeled gravity was interpolated from observed gravity values.
 FM0461
 FM0461;                    North         East    Units  Estimated Accuracy
 FM0461;SPC TX N     - 1,191,550.       73,540.      MT  (+/- 180 meters Scaled)
 FM0461
 FM0461                          SUPERSEDED SURVEY CONTROL
 FM0461
 FM0461  NGVD 29 (??/??/92) 1239.234  (m)         4065.72   (f) ADJ UNCH    2 0
 FM0461
 FM0461.Superseded values are not recommended for survey control.
 FM0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0461.See file dsdata.txt to determine how the superseded data were derived.
 FM0461
 FM0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV901547(NAD 83)
 FM0461_MARKER: DB = BENCH MARK DISK
 FM0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0461_STAMPING: C 376 1943
 FM0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0461+STABILITY: SURFACE MOTION
 FM0461
 FM0461  HISTORY     - Date     Condition        Report By
 FM0461  HISTORY     - 1943     MONUMENTED       CGS
 FM0461
 FM0461                          STATION DESCRIPTION
 FM0461
 FM0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0461'4.0 MI E FROM ROMERO.
 FM0461'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 54, THENCE, 2.0 MILES EAST
 FM0461'ALONG A GRADED ROAD FROM THE RAILROAD STATION AT ROMERO.  SET AT THE
 FM0461'OUTSIDE OF A CURVE.  129 FEET SOUTH OF THE CENTER-LINE OF THE ROAD,
 FM0461'15.6 FEET NORTHEAST OF THE FENCE LEADING NORTHWEST, 13.1 FEET
 FM0461'NORTHWEST OF THE NORTHEAST AND SOUTHWEST FENCE, 20 FEET NORTH OF THE
 FM0461'CORNER FENCE POST, 2.0 FEET NORTHWEST OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0156 ***********************************************************************
 GK0156  DESIGNATION -  C 377
 GK0156  PID         -  GK0156
 GK0156  STATE/COUNTY-  TX/OCHILTREE
 GK0156  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK0156
 GK0156                         *CURRENT SURVEY CONTROL
 GK0156  ___________________________________________________________________
 GK0156* NAD 83(1986)-  36 11 16.     (N)    100 47 04.     (W)     SCALED    
 GK0156* NAVD 88     -       887.868  (meters)    2912.95   (feet)  ADJUSTED  
 GK0156  ___________________________________________________________________
 GK0156  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 GK0156  DYNAMIC HT  -         886.925 (meters)    2909.85  (feet)  COMP
 GK0156  MODELED GRAV-     979,541.0   (mgal)                       NAVD 88
 GK0156
 GK0156  VERT ORDER  -  SECOND    CLASS 0
 GK0156
 GK0156.The horizontal coordinates were scaled from a topographic map and have
 GK0156.an estimated accuracy of +/- 6 seconds.
 GK0156
 GK0156.The orthometric height was determined by differential leveling
 GK0156.and adjusted by the National Geodetic Survey in June 1991..
 GK0156
 GK0156.The geoid height was determined by GEOID03.
 GK0156
 GK0156.The dynamic height is computed by dividing the NAVD 88
 GK0156.geopotential number by the normal gravity value computed on the
 GK0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0156.degrees latitude (g = 980.6199 gals.).
 GK0156
 GK0156.The modeled gravity was interpolated from observed gravity values.
 GK0156
 GK0156;                    North         East    Units  Estimated Accuracy
 GK0156;SPC TX N     - 1,242,950.      264,360.      MT  (+/- 180 meters Scaled)
 GK0156
 GK0156                          SUPERSEDED SURVEY CONTROL
 GK0156
 GK0156  NGVD 29 (??/??/92)  887.489  (m)         2911.70   (f) ADJ UNCH    2 0
 GK0156
 GK0156.Superseded values are not recommended for survey control.
 GK0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0156.See file dsdata.txt to determine how the superseded data were derived.
 GK0156
 GK0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF395062(NAD 83)
 GK0156_MARKER: DB = BENCH MARK DISK
 GK0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0156_STAMPING: C 377 1945
 GK0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0156+STABILITY: SURFACE MOTION
 GK0156
 GK0156  HISTORY     - Date     Condition        Report By
 GK0156  HISTORY     - 1943     MONUMENTED       CGS
 GK0156  HISTORY     - 1973     GOOD             USGS
 GK0156
 GK0156                          STATION DESCRIPTION
 GK0156
 GK0156'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GK0156'4.7 MI NE FROM BULER.
 GK0156'JCT. STATE HWY 70 AND FARM RD. 75, 2.0 MI. EAST OF ALONG A GRADED
 GK0156'COUNTY ROAD, 54 FT. SOUTH OF CENTERLINE OF THE ROAD, 4 FT. WEST OF
 GK0156'FENCE CORNER, A STANDARD DISK IN A CONCRETE POST STAMPED C 377 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0272 ***********************************************************************
 FL0272  DESIGNATION -  C 378
 FL0272  PID         -  FL0272
 FL0272  STATE/COUNTY-  TX/WHEELER
 FL0272  USGS QUAD   -  WHEELER SE (1976)
 FL0272
 FL0272                         *CURRENT SURVEY CONTROL
 FL0272  ___________________________________________________________________
 FL0272* NAD 83(1986)-  35 16 12.     (N)    100 21 38.     (W)     SCALED    
 FL0272* NAVD 88     -       757.544  (meters)    2485.38   (feet)  ADJUSTED  
 FL0272  ___________________________________________________________________
 FL0272  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FL0272  DYNAMIC HT  -         756.753 (meters)    2482.78  (feet)  COMP
 FL0272  MODELED GRAV-     979,563.6   (mgal)                       NAVD 88
 FL0272
 FL0272  VERT ORDER  -  SECOND    CLASS 0
 FL0272
 FL0272.The horizontal coordinates were scaled from a topographic map and have
 FL0272.an estimated accuracy of +/- 6 seconds.
 FL0272
 FL0272.The orthometric height was determined by differential leveling
 FL0272.and adjusted by the National Geodetic Survey in June 1991..
 FL0272
 FL0272.The geoid height was determined by GEOID03.
 FL0272
 FL0272.The dynamic height is computed by dividing the NAVD 88
 FL0272.geopotential number by the normal gravity value computed on the
 FL0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0272.degrees latitude (g = 980.6199 gals.).
 FL0272
 FL0272.The modeled gravity was interpolated from observed gravity values.
 FL0272
 FL0272;                    North         East    Units  Estimated Accuracy
 FL0272;SPC TX N     - 1,141,490.      303,660.      MT  (+/- 180 meters Scaled)
 FL0272
 FL0272                          SUPERSEDED SURVEY CONTROL
 FL0272
 FL0272  NGVD 29 (??/??/92)  757.248  (m)         2484.40   (f) ADJ UNCH    2 0
 FL0272
 FL0272.Superseded values are not recommended for survey control.
 FL0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0272.See file dsdata.txt to determine how the superseded data were derived.
 FL0272
 FL0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE762038(NAD 83)
 FL0272_MARKER: DB = BENCH MARK DISK
 FL0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0272_STAMPING: C 378 1943
 FL0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0272+STABILITY: SURFACE MOTION
 FL0272
 FL0272  HISTORY     - Date     Condition        Report By
 FL0272  HISTORY     - 1943     MONUMENTED       CGS
 FL0272
 FL0272                          STATION DESCRIPTION
 FL0272
 FL0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0272'4.0 MI NW FROM LELA.
 FL0272'3.0 MILES NORTH AND 1.0 MILE WEST ALONG GRADED DIRT ROADS FROM THE
 FL0272'POST OFFICE AT LELA, NEAR TWO HOUSES NORTH OF THE ROAD, 35 FEET NORTH
 FL0272'OF THE CENTERLINE OF THE ROAD, 16 FEET EAST OF THE CENTERLINE OF A
 FL0272'ROAD LEADING NORTH, 2 FEET EAST OF A NORTH-AND-SOUTH FENCE LINE, AND 2
 FL0272'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C
 FL0272'378 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 FL0272'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0252 ***********************************************************************
 AO0252  DESIGNATION -  C 38
 AO0252  PID         -  AO0252
 AO0252  STATE/COUNTY-  TX/LA SALLE
 AO0252  USGS QUAD   -  COTULLA (1974)
 AO0252
 AO0252                         *CURRENT SURVEY CONTROL
 AO0252  ___________________________________________________________________
 AO0252* NAD 83(1986)-  28 26 10.     (N)    099 14 00.     (W)     SCALED    
 AO0252* NAVD 88     -       129.631  (meters)     425.30   (feet)  ADJUSTED  
 AO0252  ___________________________________________________________________
 AO0252  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AO0252  DYNAMIC HT  -         129.436 (meters)     424.66  (feet)  COMP
 AO0252  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 AO0252
 AO0252  VERT ORDER  -  FIRST     CLASS II
 AO0252
 AO0252.The horizontal coordinates were scaled from a topographic map and have
 AO0252.an estimated accuracy of +/- 6 seconds.
 AO0252
 AO0252.The orthometric height was determined by differential leveling
 AO0252.and adjusted by the National Geodetic Survey in June 1991..
 AO0252
 AO0252.The geoid height was determined by GEOID03.
 AO0252
 AO0252.The dynamic height is computed by dividing the NAVD 88
 AO0252.geopotential number by the normal gravity value computed on the
 AO0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0252.degrees latitude (g = 980.6199 gals.).
 AO0252
 AO0252.The modeled gravity was interpolated from observed gravity values.
 AO0252
 AO0252;                    North         East    Units  Estimated Accuracy
 AO0252;SPC TXSC     - 4,066,830.      577,140.      MT  (+/- 180 meters Scaled)
 AO0252
 AO0252                          SUPERSEDED SURVEY CONTROL
 AO0252
 AO0252  NGVD 29 (??/??/92)  129.508  (m)          424.89   (f) ADJ UNCH    1 2
 AO0252
 AO0252.Superseded values are not recommended for survey control.
 AO0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0252.See file dsdata.txt to determine how the superseded data were derived.
 AO0252
 AO0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS771455(NAD 83)
 AO0252_MARKER: DB = BENCH MARK DISK
 AO0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0252_SP_SET: STEP
 AO0252_STAMPING: C 38 1917 ELEV 424.979 FT
 AO0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0252
 AO0252  HISTORY     - Date     Condition        Report By
 AO0252  HISTORY     - 1917     MONUMENTED       CGS
 AO0252  HISTORY     - 1956     GOOD             NGS
 AO0252  HISTORY     - 1958     GOOD             NGS
 AO0252  HISTORY     - 1988     GOOD             USPSQD
 AO0252  HISTORY     - 19970816 GOOD             USPSQD
 AO0252
 AO0252                          STATION DESCRIPTION
 AO0252
 AO0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0252'IN COTULLA.
 AO0252'AT COTULLA, 154 FEET WEST OF THE NORTHWEST CORNER OF THE INTERNATIONAL
 AO0252'AND GREAT NORTHERN RAILROAD STATION, 198 FEET WEST OF THE WEST RAIL OF
 AO0252'THE MAIN TRACK, AT THE EAST ENTRANCE TO THE L.B. COOPER LAW OFFICE
 AO0252'WHICH WAS FORMERLY THE FARMERS AND STOCKMENS BANK, 1.0 FOOT ABOVE THE
 AO0252'SIDEWALK, SET IN THE TOP OF THE NORTH END OF THE STONE STEP.
 AO0252
 AO0252                          STATION RECOVERY (1958)
 AO0252
 AO0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0252'RECOVERED IN GOOD CONDITION.
 AO0252
 AO0252                          STATION RECOVERY (1988)
 AO0252
 AO0252'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0252'RECOVERED IN GOOD CONDITION.
 AO0252
 AO0252                          STATION RECOVERY (1997)
 AO0252
 AO0252'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0476 ***********************************************************************
 FL0476  DESIGNATION -  C 380
 FL0476  PID         -  FL0476
 FL0476  STATE/COUNTY-  TX/GRAY
 FL0476  USGS QUAD   -  POND CREEK (1976)
 FL0476
 FL0476                         *CURRENT SURVEY CONTROL
 FL0476  ___________________________________________________________________
 FL0476* NAD 83(1986)-  35 24 48.     (N)    100 35 53.     (W)     SCALED    
 FL0476* NAVD 88     -       803.175  (meters)    2635.08   (feet)  ADJUSTED  
 FL0476  ___________________________________________________________________
 FL0476  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL0476  DYNAMIC HT  -         802.333 (meters)    2632.32  (feet)  COMP
 FL0476  MODELED GRAV-     979,558.5   (mgal)                       NAVD 88
 FL0476
 FL0476  VERT ORDER  -  SECOND    CLASS 0
 FL0476
 FL0476.The horizontal coordinates were scaled from a topographic map and have
 FL0476.an estimated accuracy of +/- 6 seconds.
 FL0476
 FL0476.The orthometric height was determined by differential leveling
 FL0476.and adjusted by the National Geodetic Survey in June 1991..
 FL0476
 FL0476.The geoid height was determined by GEOID03.
 FL0476
 FL0476.The dynamic height is computed by dividing the NAVD 88
 FL0476.geopotential number by the normal gravity value computed on the
 FL0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0476.degrees latitude (g = 980.6199 gals.).
 FL0476
 FL0476.The modeled gravity was interpolated from observed gravity values.
 FL0476
 FL0476;                    North         East    Units  Estimated Accuracy
 FL0476;SPC TX N     - 1,157,160.      281,910.      MT  (+/- 180 meters Scaled)
 FL0476
 FL0476                          SUPERSEDED SURVEY CONTROL
 FL0476
 FL0476  NGVD 29 (??/??/92)  802.848  (m)         2634.01   (f) ADJ UNCH    2 0
 FL0476
 FL0476.Superseded values are not recommended for survey control.
 FL0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0476.See file dsdata.txt to determine how the superseded data were derived.
 FL0476
 FL0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE549200(NAD 83)
 FL0476_MARKER: DB = BENCH MARK DISK
 FL0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0476_STAMPING: C 380 1943
 FL0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0476+STABILITY: SURFACE MOTION
 FL0476
 FL0476  HISTORY     - Date     Condition        Report By
 FL0476  HISTORY     - 1943     MONUMENTED       CGS
 FL0476
 FL0476                          STATION DESCRIPTION
 FL0476
 FL0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0476'1.7 MI N FROM DENWORTH.
 FL0476'THIS MARK IS ABOUT 1.7 MILES NORTH ALONG A GRADED ROAD FROM THE POST
 FL0476'OFFICE AT DENWORTH, GRAY COUNTY, SET IN THE NORTHWEST ANGLE OF THE
 FL0476'INTERSECTION OF THE ROAD, AND A EAST-WEST CROSS ROAD, ABOUT 300 FEET
 FL0476'NORTHEAST OF THREE OIL TANKS, 45.0 FEET NORTH OF THE CENTER OF THE
 FL0476'CROSS ROAD, 55.0 FEET WEST OF THE CENTER LINE OF THE ROAD, PROJECTING
 FL0476'ABOUT 6-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHEAST OF A WHITE
 FL0476'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0433 ***********************************************************************
 FM0433  DESIGNATION -  C 381
 FM0433  PID         -  FM0433
 FM0433  STATE/COUNTY-  TX/HARTLEY
 FM0433  USGS QUAD   -  PROCTOR RANCH (1971)
 FM0433
 FM0433                         *CURRENT SURVEY CONTROL
 FM0433  ___________________________________________________________________
 FM0433* NAD 83(1986)-  35 40 23.     (N)    102 30 48.     (W)     SCALED    
 FM0433* NAVD 88     -      1081.584  (meters)    3548.50   (feet)  ADJUSTED  
 FM0433  ___________________________________________________________________
 FM0433  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 FM0433  DYNAMIC HT  -        1080.323 (meters)    3544.36  (feet)  COMP
 FM0433  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 FM0433
 FM0433  VERT ORDER  -  SECOND    CLASS 0
 FM0433
 FM0433.The horizontal coordinates were scaled from a topographic map and have
 FM0433.an estimated accuracy of +/- 6 seconds.
 FM0433
 FM0433.The orthometric height was determined by differential leveling
 FM0433.and adjusted by the National Geodetic Survey in June 1991..
 FM0433
 FM0433.The geoid height was determined by GEOID03.
 FM0433
 FM0433.The dynamic height is computed by dividing the NAVD 88
 FM0433.geopotential number by the normal gravity value computed on the
 FM0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0433.degrees latitude (g = 980.6199 gals.).
 FM0433
 FM0433.The modeled gravity was interpolated from observed gravity values.
 FM0433
 FM0433;                    North         East    Units  Estimated Accuracy
 FM0433;SPC TX N     - 1,186,070.      108,270.      MT  (+/- 180 meters Scaled)
 FM0433
 FM0433                          SUPERSEDED SURVEY CONTROL
 FM0433
 FM0433  NGVD 29 (??/??/92) 1081.063  (m)         3546.79   (f) ADJ UNCH    2 0
 FM0433
 FM0433.Superseded values are not recommended for survey control.
 FM0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0433.See file dsdata.txt to determine how the superseded data were derived.
 FM0433
 FM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV250505(NAD 83)
 FM0433_MARKER: DB = BENCH MARK DISK
 FM0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0433_STAMPING: C 381 1943
 FM0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0433+STABILITY: SURFACE MOTION
 FM0433
 FM0433  HISTORY     - Date     Condition        Report By
 FM0433  HISTORY     - 1943     MONUMENTED       CGS
 FM0433  HISTORY     - 1971     GOOD             USGS
 FM0433
 FM0433                          STATION DESCRIPTION
 FM0433
 FM0433'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0433'10.6 MI W FROM CHANNING.
 FM0433'TO REACH THE MARK FROM THE JUNCTION OF US HWY 385, TEXAS HWY 354 AND
 FM0433'TEXAS FARM ROAD 767 IN CHANNING, TEXAS, GO WEST ON FARM ROAD 767 FOR
 FM0433'10.6 MILES TO A DIRT ROAD LEADING NORTH.  TURN RIGHT AND PROCEED ALONG
 FM0433'DIRT ROAD FOR 0.5 MILES TO AN OLD ROAD CROSSING.  THE MARK IS 750 FT.
 FM0433'SOUTHWEST OF A NEARBY WINDMILL, 55 FT. WEST OF THE N/G ROAD AND 27 FT.
 FM0433'NORTH OF THE OLD E/W ROAD.  A STANDARD DISK STAMPED C 381 1943 AND SET
 FM0433'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0441 ***********************************************************************
 CA0441  DESIGNATION -  C 382
 CA0441  PID         -  CA0441
 CA0441  STATE/COUNTY-  TX/BROWN
 CA0441  USGS QUAD   -  BANGS WEST (1987)
 CA0441
 CA0441                         *CURRENT SURVEY CONTROL
 CA0441  ___________________________________________________________________
 CA0441* NAD 83(1986)-  31 44 29.     (N)    099 09 44.     (W)     SCALED    
 CA0441* NAVD 88     -       492.802  (meters)    1616.80   (feet)  ADJUSTED  
 CA0441  ___________________________________________________________________
 CA0441  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CA0441  DYNAMIC HT  -         492.155 (meters)    1614.68  (feet)  COMP
 CA0441  MODELED GRAV-     979,312.4   (mgal)                       NAVD 88
 CA0441
 CA0441  VERT ORDER  -  SECOND    CLASS 0
 CA0441
 CA0441.The horizontal coordinates were scaled from a topographic map and have
 CA0441.an estimated accuracy of +/- 6 seconds.
 CA0441
 CA0441.The orthometric height was determined by differential leveling
 CA0441.and adjusted by the National Geodetic Survey in June 1991..
 CA0441
 CA0441.The geoid height was determined by GEOID03.
 CA0441
 CA0441.The dynamic height is computed by dividing the NAVD 88
 CA0441.geopotential number by the normal gravity value computed on the
 CA0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0441.degrees latitude (g = 980.6199 gals.).
 CA0441
 CA0441.The modeled gravity was interpolated from observed gravity values.
 CA0441
 CA0441;                    North         East    Units  Estimated Accuracy
 CA0441;SPC TX C     - 3,230,590.      810,970.      MT  (+/- 180 meters Scaled)
 CA0441
 CA0441                          SUPERSEDED SURVEY CONTROL
 CA0441
 CA0441  NGVD 29 (??/??/92)  492.694  (m)         1616.45   (f) ADJ UNCH    2 0
 CA0441
 CA0441.Superseded values are not recommended for survey control.
 CA0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0441.See file dsdata.txt to determine how the superseded data were derived.
 CA0441
 CA0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA846117(NAD 83)
 CA0441_MARKER: DB = BENCH MARK DISK
 CA0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0441_STAMPING: C 382 1943
 CA0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0441+STABILITY: SURFACE MOTION
 CA0441
 CA0441  HISTORY     - Date     Condition        Report By
 CA0441  HISTORY     - 1943     MONUMENTED       CGS
 CA0441  HISTORY     - 1969     GOOD             USGS
 CA0441
 CA0441                          STATION DESCRIPTION
 CA0441
 CA0441'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 CA0441'3.3 MI NW FROM BANGS.
 CA0441'BANGS, 2.0 MILES WEST ON U. S. 67 AND 84 TO STATE FARM ROAD 585. THEN
 CA0441'NORTH ON FR 585 FOR 1.3 MILES TO A CURVE, WEST TO NORTH. APPROXIMATELY
 CA0441'120 FEET SW OF CURVE, TEN FT. EAST OF THE WEST ROW FENCE, 35 FEET
 CA0441'NORTH OF A SIDE ROAD WEST, STD. USC AND GS DISK IN A CONCRETE POST,
 CA0441'STAMPED C 382 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0459 ***********************************************************************
 CT0459  DESIGNATION -  C 383
 CT0459  PID         -  CT0459
 CT0459  STATE/COUNTY-  TX/BROWN
 CT0459  USGS QUAD   -  CROSS CUT (1987)
 CT0459
 CT0459                         *CURRENT SURVEY CONTROL
 CT0459  ___________________________________________________________________
 CT0459* NAD 83(1986)-  32 00 42.     (N)    099 11 10.     (W)     SCALED    
 CT0459* NAVD 88     -       481.651  (meters)    1580.22   (feet)  ADJUSTED  
 CT0459  ___________________________________________________________________
 CT0459  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CT0459  DYNAMIC HT  -         481.023 (meters)    1578.16  (feet)  COMP
 CT0459  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 CT0459
 CT0459  VERT ORDER  -  SECOND    CLASS 0
 CT0459
 CT0459.The horizontal coordinates were scaled from a topographic map and have
 CT0459.an estimated accuracy of +/- 6 seconds.
 CT0459
 CT0459.The orthometric height was determined by differential leveling
 CT0459.and adjusted by the National Geodetic Survey in June 1991..
 CT0459
 CT0459.The geoid height was determined by GEOID03.
 CT0459
 CT0459.The dynamic height is computed by dividing the NAVD 88
 CT0459.geopotential number by the normal gravity value computed on the
 CT0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0459.degrees latitude (g = 980.6199 gals.).
 CT0459
 CT0459.The modeled gravity was interpolated from observed gravity values.
 CT0459
 CT0459;                    North         East    Units  Estimated Accuracy
 CT0459;SPC TX C     - 3,260,530.      808,390.      MT  (+/- 180 meters Scaled)
 CT0459
 CT0459                          SUPERSEDED SURVEY CONTROL
 CT0459
 CT0459  NGVD 29 (??/??/92)  481.517  (m)         1579.78   (f) ADJ UNCH    2 0
 CT0459
 CT0459.Superseded values are not recommended for survey control.
 CT0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0459.See file dsdata.txt to determine how the superseded data were derived.
 CT0459
 CT0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA824417(NAD 83)
 CT0459_MARKER: DB = BENCH MARK DISK
 CT0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0459_STAMPING: C 383 1943
 CT0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0459+STABILITY: SURFACE MOTION
 CT0459
 CT0459  HISTORY     - Date     Condition        Report By
 CT0459  HISTORY     - 1943     MONUMENTED       CGS
 CT0459
 CT0459                          STATION DESCRIPTION
 CT0459
 CT0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CT0459'3.1 MI NE FROM BURKETT.
 CT0459'0.8 MILE NORTH ALONG STATE HIGHWAY 206 FROM THE POST OFFICE AT
 CT0459'BURKETT, THENCE 2.3 MILES NORTHEAST ALONG A DIRT ROAD, AT A Y
 CT0459'INTERSECTION OF THE DIRT ROAD AND A PRIVATE PASTURE ROAD LEADING
 CT0459'SOUTHEAST, 20 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 23 FEET
 CT0459'SOUTHWEST OF THE CENTER LINE OF THE PASTURE ROAD, 1.4 FEET NORTH OF A
 CT0459'FENCE, AND 3 1/2 FEET EAST OF A WHITE REFERENCE POST.  A DISK, SET IN
 CT0459'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2215 ***********************************************************************
 CS2215  DESIGNATION -  C 384
 CS2215  PID         -  CS2215
 CS2215  STATE/COUNTY-  TX/BOSQUE
 CS2215  USGS QUAD   -  BRAZOS POINT (1979)
 CS2215
 CS2215                         *CURRENT SURVEY CONTROL
 CS2215  ___________________________________________________________________
 CS2215* NAD 83(1986)-  32 09 32.     (N)    097 35 23.     (W)     SCALED    
 CS2215* NAVD 88     -       207.876  (meters)     682.01   (feet)  ADJUSTED  
 CS2215  ___________________________________________________________________
 CS2215  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS2215  DYNAMIC HT  -         207.621 (meters)     681.17  (feet)  COMP
 CS2215  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 CS2215
 CS2215  VERT ORDER  -  SECOND    CLASS 0
 CS2215
 CS2215.The horizontal coordinates were scaled from a topographic map and have
 CS2215.an estimated accuracy of +/- 6 seconds.
 CS2215
 CS2215.The orthometric height was determined by differential leveling
 CS2215.and adjusted by the National Geodetic Survey in June 1991..
 CS2215
 CS2215.The geoid height was determined by GEOID03.
 CS2215
 CS2215.The dynamic height is computed by dividing the NAVD 88
 CS2215.geopotential number by the normal gravity value computed on the
 CS2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2215.degrees latitude (g = 980.6199 gals.).
 CS2215
 CS2215.The modeled gravity was interpolated from observed gravity values.
 CS2215
 CS2215;                    North         East    Units  Estimated Accuracy
 CS2215;SPC TX C     - 3,279,490.      958,800.      MT  (+/- 180 meters Scaled)
 CS2215
 CS2215                          SUPERSEDED SURVEY CONTROL
 CS2215
 CS2215  NGVD 29 (??/??/92)  207.851  (m)          681.92   (f) ADJ UNCH    2 0
 CS2215
 CS2215.Superseded values are not recommended for survey control.
 CS2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2215.See file dsdata.txt to determine how the superseded data were derived.
 CS2215
 CS2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA329589(NAD 83)
 CS2215_MARKER: DB = BENCH MARK DISK
 CS2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2215_STAMPING: C 384 1943
 CS2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2215+STABILITY: SURFACE MOTION
 CS2215
 CS2215  HISTORY     - Date     Condition        Report By
 CS2215  HISTORY     - 1943     MONUMENTED       CGS
 CS2215  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2215
 CS2215                          STATION DESCRIPTION
 CS2215
 CS2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2215'2.6 MI SE FROM BRAZOS POINT.
 CS2215'2.6 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BRAZOS
 CS2215'POINT, AT A CURVE OF THE ROAD, 42 FEET SOUTHWEST OF THE CENTERLINE OF
 CS2215'THE ROAD, 5 1/2 FEET EAST OF A FENCE CORNER POST, 2.0 FEET NORTH OF A
 CS2215'FENCE, AND 4 1/2 FEET WEST OF A WHITE REFERENCE POST.  A DISK, SET IN
 CS2215'THE TOP OF A CONCRETE POST.
 CS2215
 CS2215                          STATION RECOVERY (2001)
 CS2215
 CS2215'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0885 ***********************************************************************
 CS0885  DESIGNATION -  C 387
 CS0885  PID         -  CS0885
 CS0885  STATE/COUNTY-  TX/NAVARRO
 CS0885  USGS QUAD   -  EMHOUSE (1978)
 CS0885
 CS0885                         *CURRENT SURVEY CONTROL
 CS0885  ___________________________________________________________________
 CS0885* NAD 83(1986)-  32 10 13.     (N)    096 33 56.     (W)     SCALED    
 CS0885* NAVD 88     -       136.287  (meters)     447.13   (feet)  ADJUSTED  
 CS0885  ___________________________________________________________________
 CS0885  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CS0885  DYNAMIC HT  -         136.130 (meters)     446.62  (feet)  COMP
 CS0885  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 CS0885
 CS0885  VERT ORDER  -  SECOND    CLASS 0
 CS0885
 CS0885.The horizontal coordinates were scaled from a topographic map and have
 CS0885.an estimated accuracy of +/- 6 seconds.
 CS0885
 CS0885.The orthometric height was determined by differential leveling
 CS0885.and adjusted by the National Geodetic Survey in June 1991..
 CS0885
 CS0885.The geoid height was determined by GEOID03.
 CS0885
 CS0885.The dynamic height is computed by dividing the NAVD 88
 CS0885.geopotential number by the normal gravity value computed on the
 CS0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0885.degrees latitude (g = 980.6199 gals.).
 CS0885
 CS0885.The modeled gravity was interpolated from observed gravity values.
 CS0885
 CS0885;                    North         East    Units  Estimated Accuracy
 CS0885;SPC TXNC     - 2,057,530.      782,440.      MT  (+/- 180 meters Scaled)
 CS0885
 CS0885                          SUPERSEDED SURVEY CONTROL
 CS0885
 CS0885  NGVD 29 (??/??/92)  136.284  (m)          447.13   (f) ADJ UNCH    2 0
 CS0885
 CS0885.Superseded values are not recommended for survey control.
 CS0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0885.See file dsdata.txt to determine how the superseded data were derived.
 CS0885
 CS0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA295619(NAD 83)
 CS0885_MARKER: DB = BENCH MARK DISK
 CS0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0885_STAMPING: C 387 1946
 CS0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0885+STABILITY: SURFACE MOTION
 CS0885
 CS0885  HISTORY     - Date     Condition        Report By
 CS0885  HISTORY     - 1946     MONUMENTED       CGS
 CS0885  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0885
 CS0885                          STATION DESCRIPTION
 CS0885
 CS0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0885'0.9 MI NE FROM EMHOUSE.
 CS0885'0.9 MILE NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE FORT WORTH AND
 CS0885'DENVER CITY RAILROAD STATION AT EMHOUSE, 75 FEET SOUTHWEST OF THE
 CS0885'SOUTHWEST SIDE OF A FRAME FARM HOUSE, 54 FEET SOUTHWEST OF A FENCE
 CS0885'CORNER, 17 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET
 CS0885'NORTHWEST OF THE RIGHT OF WAY FENCE, 2 FEET NORTHEAST OF A 4 IN. X 4
 CS0885'IN. MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS0885'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0885
 CS0885                          STATION RECOVERY (1961)
 CS0885
 CS0885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0485 ***********************************************************************
 CS0485  DESIGNATION -  C 388
 CS0485  PID         -  CS0485
 CS0485  STATE/COUNTY-  TX/NAVARRO
 CS0485  USGS QUAD   -  ROSSER SW (1962)
 CS0485
 CS0485                         *CURRENT SURVEY CONTROL
 CS0485  ___________________________________________________________________
 CS0485* NAD 83(1986)-  32 16 39.     (N)    096 23 56.     (W)     SCALED    
 CS0485* NAVD 88     -       110.351  (meters)     362.04   (feet)  ADJUSTED  
 CS0485  ___________________________________________________________________
 CS0485  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0485  DYNAMIC HT  -         110.224 (meters)     361.63  (feet)  COMP
 CS0485  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CS0485
 CS0485  VERT ORDER  -  SECOND    CLASS 0
 CS0485
 CS0485.The horizontal coordinates were scaled from a topographic map and have
 CS0485.an estimated accuracy of +/- 6 seconds.
 CS0485
 CS0485.The orthometric height was determined by differential leveling
 CS0485.and adjusted by the National Geodetic Survey in June 1991..
 CS0485
 CS0485.The geoid height was determined by GEOID03.
 CS0485
 CS0485.The dynamic height is computed by dividing the NAVD 88
 CS0485.geopotential number by the normal gravity value computed on the
 CS0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0485.degrees latitude (g = 980.6199 gals.).
 CS0485
 CS0485.The modeled gravity was interpolated from observed gravity values.
 CS0485
 CS0485;                    North         East    Units  Estimated Accuracy
 CS0485;SPC TXNC     - 2,069,720.      797,920.      MT  (+/- 180 meters Scaled)
 CS0485
 CS0485                          SUPERSEDED SURVEY CONTROL
 CS0485
 CS0485  NGVD 29 (??/??/92)  110.355  (m)          362.06   (f) ADJ UNCH    2 0
 CS0485
 CS0485.Superseded values are not recommended for survey control.
 CS0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0485.See file dsdata.txt to determine how the superseded data were derived.
 CS0485
 CS0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA449741(NAD 83)
 CS0485_MARKER: DB = BENCH MARK DISK
 CS0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0485_STAMPING: C 388 1946
 CS0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0485+STABILITY: SURFACE MOTION
 CS0485
 CS0485  HISTORY     - Date     Condition        Report By
 CS0485  HISTORY     - 1946     MONUMENTED       CGS
 CS0485
 CS0485                          STATION DESCRIPTION
 CS0485
 CS0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0485'2.9 MI NE FROM CHATFIELD.
 CS0485'1.0 MILE NORTHEAST ALONG A DIRT ROAD FROM THE METHODIST CHURCH AT
 CS0485'CHATFIELD, THENCE 1.9 MILES NORTH ALONG A DIRT ROAD TO THE SITE OF THE
 CS0485'MARK, AT A ROAD JUNCTION, 109 FEET SOUTHWEST OF A POWER POLE, 41 FEET
 CS0485'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 26 FEET NORTHEAST
 CS0485'OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST ROAD, 16 FEET
 CS0485'NORTHWEST OF A FENCE CORNER, 2 FEET ABOVE THE LEVEL OF THE ROAD, 1
 CS0485'FOOT SOUTHEAST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF
 CS0485'A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0845 ***********************************************************************
 CS0845  DESIGNATION -  C 389
 CS0845  PID         -  CS0845
 CS0845  STATE/COUNTY-  TX/ELLIS
 CS0845  USGS QUAD   -  FORRESTON (1978)
 CS0845
 CS0845                         *CURRENT SURVEY CONTROL
 CS0845  ___________________________________________________________________
 CS0845* NAD 83(1986)-  32 22 17.     (N)    096 51 18.     (W)     SCALED    
 CS0845* NAVD 88     -       181.240  (meters)     594.62   (feet)  ADJUSTED  
 CS0845  ___________________________________________________________________
 CS0845  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CS0845  DYNAMIC HT  -         181.026 (meters)     593.92  (feet)  COMP
 CS0845  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 CS0845
 CS0845  VERT ORDER  -  SECOND    CLASS 0
 CS0845
 CS0845.The horizontal coordinates were scaled from a topographic map and have
 CS0845.an estimated accuracy of +/- 6 seconds.
 CS0845
 CS0845.The orthometric height was determined by differential leveling
 CS0845.and adjusted by the National Geodetic Survey in June 1991..
 CS0845
 CS0845.The geoid height was determined by GEOID03.
 CS0845
 CS0845.The dynamic height is computed by dividing the NAVD 88
 CS0845.geopotential number by the normal gravity value computed on the
 CS0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0845.degrees latitude (g = 980.6199 gals.).
 CS0845
 CS0845.The modeled gravity was interpolated from observed gravity values.
 CS0845
 CS0845;                    North         East    Units  Estimated Accuracy
 CS0845;SPC TXNC     - 2,079,360.      754,800.      MT  (+/- 180 meters Scaled)
 CS0845
 CS0845                          SUPERSEDED SURVEY CONTROL
 CS0845
 CS0845  NGVD 29 (??/??/92)  181.229  (m)          594.58   (f) ADJ UNCH    2 0
 CS0845
 CS0845.Superseded values are not recommended for survey control.
 CS0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0845.See file dsdata.txt to determine how the superseded data were derived.
 CS0845
 CS0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA018836(NAD 83)
 CS0845_MARKER: DB = BENCH MARK DISK
 CS0845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0845_SP_SET: CULVERT
 CS0845_STAMPING: C 389 1946
 CS0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0845
 CS0845  HISTORY     - Date     Condition        Report By
 CS0845  HISTORY     - 1946     MONUMENTED       CGS
 CS0845  HISTORY     - 1961     GOOD             USGS
 CS0845  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0845
 CS0845                          STATION DESCRIPTION
 CS0845
 CS0845'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CS0845'1.1 MI S FROM WAXAHACHIE.
 CS0845'ELLIS COUNTY COURTHOUSE AT WAXAHACHIE, 1.1 MI. SOUTH OF ALONG U.S.
 CS0845'HWY. NO. 77 (BUSINESS ROUTE), 450 FT. S. OF Y RD. JCT., 25 FT. W. OF
 CS0845'C/L OF HWY., IN THE SOUTH END OF THE WEST HEADWALL OF A 10 FT.
 CS0845'CONCRETE CULVERT.  STANDARD TABLET STAMPED G 389 1946.
 CS0845
 CS0845                          STATION RECOVERY (2002)
 CS0845
 CS0845'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0644 ***********************************************************************
 BY0644  DESIGNATION -  C 39 USE RESET 1955
 BY0644  PID         -  BY0644
 BY0644  STATE/COUNTY-  TX/ANGELINA
 BY0644  USGS QUAD   -  ROCKLAND (1984)
 BY0644
 BY0644                         *CURRENT SURVEY CONTROL
 BY0644  ___________________________________________________________________
 BY0644* NAD 83(1986)-  31 06 06.     (N)    094 27 54.     (W)     SCALED    
 BY0644* NAVD 88     -        52.41   (+/-2cm)     171.9    (feet)  VERTCON   
 BY0644  ___________________________________________________________________
 BY0644  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BY0644
 BY0644  VERT ORDER  -  THIRD (See Below)
 BY0644
 BY0644.The horizontal coordinates were scaled from a topographic map and have
 BY0644.an estimated accuracy of +/- 6 seconds.
 BY0644
 BY0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0644.The vertical order pertains to the NGVD 29 superseded value.
 BY0644
 BY0644.The geoid height was determined by GEOID03.
 BY0644
 BY0644;                    North         East    Units  Estimated Accuracy
 BY0644;SPC TX C     - 3,173,840.    1,259,530.      MT  (+/- 180 meters Scaled)
 BY0644
 BY0644                          SUPERSEDED SURVEY CONTROL
 BY0644
 BY0644  NGVD 29 (01/29/03)   52.44   (m)          172.0    (f) RESET       3  
 BY0644
 BY0644.Superseded values are not recommended for survey control.
 BY0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0644.See file dsdata.txt to determine how the superseded data were derived.
 BY0644
 BY0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ602417(NAD 83)
 BY0644_MARKER: DB = BENCH MARK DISK
 BY0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0644_SP_SET: MONUMENT
 BY0644_STAMPING: C 39 RESET 1955
 BY0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0644
 BY0644  HISTORY     - Date     Condition        Report By
 BY0644  HISTORY     - 1955     MONUMENTED       CGS
 BY0644  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0644
 BY0644                          STATION DESCRIPTION
 BY0644
 BY0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BY0644'5.3 MI SSW FROM ZAVALLA.
 BY0644'ABOUT 5.3 MILES SOUTH, SOUTHWEST OF ZAVALLA, ALONG F.M. ROAD NO.1270,
 BY0644'IN THE FARM YARD WEST OF THE HIGHWAY, ABOUT 9 YARDS WEST OF THE WEST
 BY0644'RIGHT-OF-WAY LINE OF THE HIGHWAY AND ABOUT 18 YARDS NORTH OF THE NORTH
 BY0644'SIDE OF A SMALL WHITE HOUSE.  IT IS 1 FOOT SOUTH OF THE NORTH FENCE OF
 BY0644'THE YARD.  A STANDARD DISK STAMPED C 39 RESET 1955 SET IN A CONCRETE
 BY0644'MONUMENT WHICH PROJECTS ABOUT 3 INCHES.  NOTE-- TO REACH FROM ZAVALLA.
 BY0644'GO SOUTH ON HIGHWAY NO.69, 02.0 MILES.  THEN TURN RIGHT AND GO SOUTH,
 BY0644'SOUTHWEST ON F.M. ROAD NO.1270, 1.8 MILES TO THE CROSS ROADS. THEN
 BY0644'CONTINUE ON THE HIGHWAY 1.5 MILES TO THE MARK ON THE RIGHT.
 BY0644
 BY0644                          STATION RECOVERY (1979)
 BY0644
 BY0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0502 ***********************************************************************
 CS0502  DESIGNATION -  C 390
 CS0502  PID         -  CS0502
 CS0502  STATE/COUNTY-  TX/NAVARRO
 CS0502  USGS QUAD   -  BAZETTE (1976)
 CS0502
 CS0502                         *CURRENT SURVEY CONTROL
 CS0502  ___________________________________________________________________
 CS0502* NAD 83(1986)-  32 09 45.     (N)    096 15 25.     (W)     SCALED    
 CS0502* NAVD 88     -       120.827  (meters)     396.41   (feet)  ADJUSTED  
 CS0502  ___________________________________________________________________
 CS0502  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0502  DYNAMIC HT  -         120.687 (meters)     395.95  (feet)  COMP
 CS0502  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 CS0502
 CS0502  VERT ORDER  -  SECOND    CLASS 0
 CS0502
 CS0502.The horizontal coordinates were scaled from a topographic map and have
 CS0502.an estimated accuracy of +/- 6 seconds.
 CS0502
 CS0502.The orthometric height was determined by differential leveling
 CS0502.and adjusted by the National Geodetic Survey in June 1991..
 CS0502
 CS0502.The geoid height was determined by GEOID03.
 CS0502
 CS0502.The dynamic height is computed by dividing the NAVD 88
 CS0502.geopotential number by the normal gravity value computed on the
 CS0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0502.degrees latitude (g = 980.6199 gals.).
 CS0502
 CS0502.The modeled gravity was interpolated from observed gravity values.
 CS0502
 CS0502;                    North         East    Units  Estimated Accuracy
 CS0502;SPC TXNC     - 2,057,240.      811,560.      MT  (+/- 180 meters Scaled)
 CS0502
 CS0502                          SUPERSEDED SURVEY CONTROL
 CS0502
 CS0502  NGVD 29 (??/??/92)  120.83   (m)          396.4    (f) COMPUTED    2 0
 CS0502
 CS0502.Superseded values are not recommended for survey control.
 CS0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0502.See file dsdata.txt to determine how the superseded data were derived.
 CS0502
 CS0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA586617(NAD 83)
 CS0502_MARKER: DB = BENCH MARK DISK
 CS0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0502_STAMPING: C 390 1947
 CS0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0502+STABILITY: SURFACE MOTION
 CS0502
 CS0502  HISTORY     - Date     Condition        Report By
 CS0502  HISTORY     - 1947     MONUMENTED       CGS
 CS0502
 CS0502                          STATION DESCRIPTION
 CS0502
 CS0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0502'3.15 MI NW FROM KERENS.
 CS0502'TO REACH FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT KERENS,
 CS0502'PROCEED 0.1 MILE NORTH, THENCE 0.3 MILE WEST AND 2.75 MILES NORTHWEST
 CS0502'ALONG THE KERENS-BAZETTE ROAD, BENCH MARK IS 89.0 FEET NORTH OF THE
 CS0502'INTERSECTION OF THE CENTER-LINE (WHICH IS AT THE CENTER OF A BRIDGE)
 CS0502'OF THE MAIN ROAD AND A DIRT ROAD LEADING SOUTHWEST, 60.5 FEET NORTH OF
 CS0502'A GUY-WIRE BRACED POWER LINE POLE, 70.0 FEET NORTHEAST OF THE CENTER
 CS0502'OF THE MAIN ROAD, 2.0 FEET NORTHWEST OF A REFERENCE POST, SET IN A
 CS0502'CONCRETE POST ABOUT 1 FOOT ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
 CS0502'NOTE-- THIS BENCH MARK IS ALSO 0.25 MILE SOUTHWEST AND 1.55 MILE
 CS0502'SOUTHEAST ALONG THE KERENS-BAZETTE ROAD FROM A ROAD JUNCTION AT THE
 CS0502'BAZETTE SCHOOL AT BAZETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1629 ***********************************************************************
 CS1629  DESIGNATION -  C 391
 CS1629  PID         -  CS1629
 CS1629  STATE/COUNTY-  TX/TARRANT
 CS1629  USGS QUAD   -  BENBROOK (1981)
 CS1629
 CS1629                         *CURRENT SURVEY CONTROL
 CS1629  ___________________________________________________________________
 CS1629* NAD 83(1986)-  32 43 07.     (N)    097 23 10.     (W)     SCALED    
 CS1629* NAVD 88     -       180.075  (meters)     590.80   (feet)  ADJUSTED  
 CS1629  ___________________________________________________________________
 CS1629  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS1629  DYNAMIC HT  -         179.863 (meters)     590.10  (feet)  COMP
 CS1629  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 CS1629
 CS1629  VERT ORDER  -  FIRST     CLASS II
 CS1629
 CS1629.The horizontal coordinates were scaled from a topographic map and have
 CS1629.an estimated accuracy of +/- 6 seconds.
 CS1629
 CS1629.The orthometric height was determined by differential leveling
 CS1629.and adjusted by the National Geodetic Survey in June 1991..
 CS1629
 CS1629.The geoid height was determined by GEOID03.
 CS1629
 CS1629.The dynamic height is computed by dividing the NAVD 88
 CS1629.geopotential number by the normal gravity value computed on the
 CS1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1629.degrees latitude (g = 980.6199 gals.).
 CS1629
 CS1629.The modeled gravity was interpolated from observed gravity values.
 CS1629
 CS1629;                    North         East    Units  Estimated Accuracy
 CS1629;SPC TXNC     - 2,117,200.      704,410.      MT  (+/- 180 meters Scaled)
 CS1629
 CS1629                          SUPERSEDED SURVEY CONTROL
 CS1629
 CS1629.No superseded survey control is available for this station.
 CS1629
 CS1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB512212(NAD 83)
 CS1629_MARKER: DB = BENCH MARK DISK
 CS1629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1629_SP_SET: CONCRETE DRILL HOLE
 CS1629_STAMPING: C 391 1947
 CS1629_MARK LOGO: CGS   
 CS1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1629
 CS1629  HISTORY     - Date     Condition        Report By
 CS1629  HISTORY     - 1947     MONUMENTED       CGS
 CS1629  HISTORY     - 1957     GOOD             NGS
 CS1629  HISTORY     - 1983     GOOD             NGS
 CS1629  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1629  HISTORY     - 19960921 GOOD             USPSQD
 CS1629  HISTORY     - 20041023 GOOD             USPSQD
 CS1629
 CS1629                          STATION DESCRIPTION
 CS1629
 CS1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1629'4.0 MI SW FROM FT WORTH.
 CS1629'4.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE TEXAS
 CS1629'AND PACIFIC RAILWAY STATION AT FT. WORTH, ABOUT 285.0 YARDS NORTHEAST
 CS1629'OF MILEPOST 250, ABOUT 67.0 YARDS SOUTHWEST OF A STEEL BRIDGE FORMING
 CS1629'A WALKWAY FROM GRANDBURY AVE. TO A BRICK BUILDING KNOWN AS THE HUMP
 CS1629'YARD OFFICE, 136.0 FEET WEST OF THE WEST CORNER OF THE HUMP YARD
 CS1629'OFFICE, SET IN THE WEST CORNER OF THE CONCRETE BASE OF A STEEL
 CS1629'FLOODLIGHT TOWER IN THE LANCASTER YARDS, 12.4 FEET SOUTHEAST OF AND
 CS1629'2.0 FEET ABOVE THE CENTER LINE OF THE FIFTH TRACK FROM THE NORTHWEST.
 CS1629'A BRONZE DISK SET IN A DRILL HOLE IN CONCRETE.
 CS1629
 CS1629                          STATION RECOVERY (1957)
 CS1629
 CS1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1629'RECOVERED IN GOOD CONDITION.
 CS1629
 CS1629                          STATION RECOVERY (1983)
 CS1629
 CS1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1629'RECOVERED IN GOOD CONDITION.
 CS1629
 CS1629                          STATION RECOVERY (1991)
 CS1629
 CS1629'RECOVERY NOTE BY US POWER SQUADRON 1991 (RCS)
 CS1629'MARK NOT FOUND.
 CS1629
 CS1629                          STATION RECOVERY (1996)
 CS1629
 CS1629'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1629'RECOVERED IN GOOD CONDITION.
 CS1629
 CS1629                          STATION RECOVERY (2004)
 CS1629
 CS1629'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0462 ***********************************************************************
 CS0462  DESIGNATION -  C 392
 CS0462  PID         -  CS0462
 CS0462  STATE/COUNTY-  TX/HENDERSON
 CS0462  USGS QUAD   -  MABANK (1981)
 CS0462
 CS0462                         *CURRENT SURVEY CONTROL
 CS0462  ___________________________________________________________________
 CS0462* NAD 83(1986)-  32 19 51.     (N)    096 07 01.     (W)     SCALED    
 CS0462* NAVD 88     -       116.155  (meters)     381.09   (feet)  ADJUSTED  
 CS0462  ___________________________________________________________________
 CS0462  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0462  DYNAMIC HT  -         116.023 (meters)     380.65  (feet)  COMP
 CS0462  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 CS0462
 CS0462  VERT ORDER  -  SECOND    CLASS 0
 CS0462
 CS0462.The horizontal coordinates were scaled from a topographic map and have
 CS0462.an estimated accuracy of +/- 6 seconds.
 CS0462
 CS0462.The orthometric height was determined by differential leveling
 CS0462.and adjusted by the National Geodetic Survey in June 1991..
 CS0462
 CS0462.The geoid height was determined by GEOID03.
 CS0462
 CS0462.The dynamic height is computed by dividing the NAVD 88
 CS0462.geopotential number by the normal gravity value computed on the
 CS0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0462.degrees latitude (g = 980.6199 gals.).
 CS0462
 CS0462.The modeled gravity was interpolated from observed gravity values.
 CS0462
 CS0462;                    North         East    Units  Estimated Accuracy
 CS0462;SPC TXNC     - 2,076,200.      824,340.      MT  (+/- 180 meters Scaled)
 CS0462
 CS0462                          SUPERSEDED SURVEY CONTROL
 CS0462
 CS0462  NGVD 29 (??/??/92)  116.17   (m)          381.1    (f) COMPUTED    2 0
 CS0462
 CS0462.Superseded values are not recommended for survey control.
 CS0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0462.See file dsdata.txt to determine how the superseded data were derived.
 CS0462
 CS0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA713807(NAD 83)
 CS0462_MARKER: DB = BENCH MARK DISK
 CS0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0462_SP_SET: CULVERT
 CS0462_STAMPING: C 392 1947
 CS0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0462
 CS0462  HISTORY     - Date     Condition        Report By
 CS0462  HISTORY     - 1947     MONUMENTED       CGS
 CS0462  HISTORY     - 1963     GOOD             NGS
 CS0462  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CS0462
 CS0462                          STATION DESCRIPTION
 CS0462
 CS0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS0462'2.7 MI SW FROM MABANK.
 CS0462'2.5 MILES SOUTHWEST ALONG A FARM TO MARKET ROAD FROM THE TEXAS AND NEW
 CS0462'ORLEANS RAILROAD STATION AT MABANK, THENCE 0.2 MILE WEST ALONG A FARM
 CS0462'TO MARKET ROAD TO THE SITE OF THE MARK, 0.2 MILE WEST OF A SHARP CURVE
 CS0462'IN THE ROAD, 0.1 MILE EAST OF A FARM HOUSE, 14 FEET SOUTH OF THE
 CS0462'CENTER LINE OF THE ROAD.  A BRONZE DISK SET IN THE TOP OF THE EAST END
 CS0462'OF THE SOUTH HEADWALL OF A 3 FOOT CONCRETE PIPE CULVERT.
 CS0462
 CS0462                          STATION RECOVERY (2004)
 CS0462
 CS0462'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CS0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0669 ***********************************************************************
 CS0669  DESIGNATION -  C 393
 CS0669  PID         -  CS0669
 CS0669  STATE/COUNTY-  TX/NAVARRO
 CS0669  USGS QUAD   -  CORSICANA (1978)
 CS0669
 CS0669                         *CURRENT SURVEY CONTROL
 CS0669  ___________________________________________________________________
 CS0669* NAD 83(1986)-  32 03 35.     (N)    096 25 52.     (W)     SCALED    
 CS0669* NAVD 88     -       113.634  (meters)     372.81   (feet)  ADJUSTED  
 CS0669  ___________________________________________________________________
 CS0669  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0669  DYNAMIC HT  -         113.501 (meters)     372.38  (feet)  COMP
 CS0669  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 CS0669
 CS0669  VERT ORDER  -  SECOND    CLASS 0
 CS0669
 CS0669.The horizontal coordinates were scaled from a topographic map and have
 CS0669.an estimated accuracy of +/- 6 seconds.
 CS0669
 CS0669.The orthometric height was determined by differential leveling
 CS0669.and adjusted by the National Geodetic Survey in June 1991..
 CS0669
 CS0669.The geoid height was determined by GEOID03.
 CS0669
 CS0669.The dynamic height is computed by dividing the NAVD 88
 CS0669.geopotential number by the normal gravity value computed on the
 CS0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0669.degrees latitude (g = 980.6199 gals.).
 CS0669
 CS0669.The modeled gravity was interpolated from observed gravity values.
 CS0669
 CS0669;                    North         East    Units  Estimated Accuracy
 CS0669;SPC TXNC     - 2,045,510.      795,360.      MT  (+/- 180 meters Scaled)
 CS0669
 CS0669                          SUPERSEDED SURVEY CONTROL
 CS0669
 CS0669  NGVD 29 (??/??/92)  113.627  (m)          372.79   (f) ADJ UNCH    2 0
 CS0669
 CS0669.Superseded values are not recommended for survey control.
 CS0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0669.See file dsdata.txt to determine how the superseded data were derived.
 CS0669
 CS0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA425499(NAD 83)
 CS0669_MARKER: DB = BENCH MARK DISK
 CS0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0669_STAMPING: C 393 1947
 CS0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0669+STABILITY: SURFACE MOTION
 CS0669
 CS0669  HISTORY     - Date     Condition        Report By
 CS0669  HISTORY     - 1947     MONUMENTED       CGS
 CS0669  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0669
 CS0669                          STATION DESCRIPTION
 CS0669
 CS0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0669'3.1 MI SE FROM CORSICANA.
 CS0669'3.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 CS0669'CORSICANA, 115 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 CS0669'TO HALBERT LAKE, 15 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 CS0669'A BRONZE DISK SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 CS0669'HEADWALL OF A CONCRETE CULVERT.
 CS0669
 CS0669                          STATION RECOVERY (1965)
 CS0669
 CS0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1001 ***********************************************************************
 CS1001  DESIGNATION -  C 394
 CS1001  PID         -  CS1001
 CS1001  STATE/COUNTY-  TX/DALLAS
 CS1001  USGS QUAD   -  DALLAS (1981)
 CS1001
 CS1001                         *CURRENT SURVEY CONTROL
 CS1001  ___________________________________________________________________
 CS1001* NAD 83(1986)-  32 47 33.     (N)    096 51 23.     (W)     SCALED    
 CS1001* NAVD 88     -       125.384  (meters)     411.36   (feet)  ADJUSTED  
 CS1001  ___________________________________________________________________
 CS1001  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CS1001  DYNAMIC HT  -         125.240 (meters)     410.89  (feet)  COMP
 CS1001  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CS1001
 CS1001  VERT ORDER  -  FIRST     CLASS II
 CS1001
 CS1001.The horizontal coordinates were scaled from a topographic map and have
 CS1001.an estimated accuracy of +/- 6 seconds.
 CS1001
 CS1001.The orthometric height was determined by differential leveling
 CS1001.and adjusted by the National Geodetic Survey in June 1991..
 CS1001
 CS1001.The geoid height was determined by GEOID03.
 CS1001
 CS1001.The dynamic height is computed by dividing the NAVD 88
 CS1001.geopotential number by the normal gravity value computed on the
 CS1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1001.degrees latitude (g = 980.6199 gals.).
 CS1001
 CS1001.The modeled gravity was interpolated from observed gravity values.
 CS1001
 CS1001;                    North         East    Units  Estimated Accuracy
 CS1001;SPC TXNC     - 2,126,050.      753,940.      MT  (+/- 180 meters Scaled)
 CS1001
 CS1001                          SUPERSEDED SURVEY CONTROL
 CS1001
 CS1001  NGVD 29 (??/??/92)  125.398  (m)          411.41   (f) ADJ UNCH    1 2
 CS1001
 CS1001.Superseded values are not recommended for survey control.
 CS1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1001.See file dsdata.txt to determine how the superseded data were derived.
 CS1001
 CS1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB007303(NAD 83)
 CS1001_MARKER: DD = SURVEY DISK
 CS1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1001_STAMPING: C 394 2 S 1947
 CS1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1001+STABILITY: SURFACE MOTION
 CS1001
 CS1001  HISTORY     - Date     Condition        Report By
 CS1001  HISTORY     - 1947     MONUMENTED       TX1730
 CS1001  HISTORY     - 1958     GOOD             NGS
 CS1001
 CS1001                          STATION DESCRIPTION
 CS1001
 CS1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1001'3.1 MI W FROM DALLAS.
 CS1001'IT IS AT THE JUNCTION OF HAMPTON ROAD AND CANADA DRIVE, ABOUT 1 BLOCK
 CS1001'SOUTH OF THE SOUTH END OF THE TRINITY RIVER BRIDGE AND THE SOUTH
 CS1001'LEVEE.  IT IS ABOUT 23 YARDS WEST OF THE CENTERLINE OF HAMPTON ROAD
 CS1001'AND ABOUT 12 FEET LOWER, IN THE AREA BETWEEN THE FILL APPROACH TO THE
 CS1001'BRIDGE AND THE HAMPTON ROAD SERVICE LANE WHICH LEADS FROM THE MAIN
 CS1001'ROAD ALONG THE WEST SIDE OF THE FILL, TO CANADA DRIVE TO THE WEST. IT
 CS1001'IS ABOUT 35 FEET SOUTH OF THE CENTERLINE OF CANADA DRIVE AND IN RANGE
 CS1001'WITH THE SOUTH RIGHT-OF-WAY LINE OF CANADA TO THE WEST.  IT IS ABOUT
 CS1001'28 FEET EAST OF THE CENTERLINE OF THE ACCESS ROAD AND 18 YARDS SOUTH
 CS1001'OF A STORM SEWER INTAKE.  A CITY OF DALLAS DISK IN A CONCRETE POST
 CS1001'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0586 ***********************************************************************
 CS0586  DESIGNATION -  C 396
 CS0586  PID         -  CS0586
 CS0586  STATE/COUNTY-  TX/HENDERSON
 CS0586  USGS QUAD   -  MALAKOFF (1981)
 CS0586
 CS0586                         *CURRENT SURVEY CONTROL
 CS0586  ___________________________________________________________________
 CS0586* NAD 83(1986)-  32 07 47.     (N)    096 00 19.     (W)     SCALED    
 CS0586* NAVD 88     -       112.814  (meters)     370.12   (feet)  ADJUSTED  
 CS0586  ___________________________________________________________________
 CS0586  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0586  DYNAMIC HT  -         112.683 (meters)     369.69  (feet)  COMP
 CS0586  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 CS0586
 CS0586  VERT ORDER  -  SECOND    CLASS 0
 CS0586
 CS0586.The horizontal coordinates were scaled from a topographic map and have
 CS0586.an estimated accuracy of +/- 6 seconds.
 CS0586
 CS0586.The orthometric height was determined by differential leveling
 CS0586.and adjusted by the National Geodetic Survey in June 1991..
 CS0586
 CS0586.The geoid height was determined by GEOID03.
 CS0586
 CS0586.The dynamic height is computed by dividing the NAVD 88
 CS0586.geopotential number by the normal gravity value computed on the
 CS0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0586.degrees latitude (g = 980.6199 gals.).
 CS0586
 CS0586.The modeled gravity was interpolated from observed gravity values.
 CS0586
 CS0586;                    North         East    Units  Estimated Accuracy
 CS0586;SPC TXNC     - 2,054,150.      835,380.      MT  (+/- 180 meters Scaled)
 CS0586
 CS0586                          SUPERSEDED SURVEY CONTROL
 CS0586
 CS0586  NGVD 29 (??/??/92)  112.818  (m)          370.14   (f) ADJ UNCH    2 0
 CS0586
 CS0586.Superseded values are not recommended for survey control.
 CS0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0586.See file dsdata.txt to determine how the superseded data were derived.
 CS0586
 CS0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA825587(NAD 83)
 CS0586_MARKER: DB = BENCH MARK DISK
 CS0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0586_STAMPING: C 396 1947
 CS0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0586+STABILITY: SURFACE MOTION
 CS0586
 CS0586  HISTORY     - Date     Condition        Report By
 CS0586  HISTORY     - 1947     MONUMENTED       CGS
 CS0586  HISTORY     - 19950909 GOOD             USPSQD
 CS0586
 CS0586                          STATION DESCRIPTION
 CS0586
 CS0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0586'2.9 MI S FROM MALAKOFF.
 CS0586'2.9 MILES SOUTH ALONG FARM HIGHWAY 90 FROM THE POST OFFICE AT
 CS0586'MALAKOFF, 78 FEET NORTHEAST OF THE INTERSECTION OF THE CENTER LINES OF
 CS0586'THE HIGHWAY AND A DIRT T ROAD LEADING SOUTHWEST, 54 FEET NORTH OF A
 CS0586'FENCE CORNER, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 CS0586'NORTH OF A 4X4 MARKER POST, 1 FOOT WEST OF A FENCE.  A BRONZE DISK SET
 CS0586'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 CS0586'GROUND.
 CS0586
 CS0586                          STATION RECOVERY (1995)
 CS0586
 CS0586'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0660 ***********************************************************************
 BZ0660  DESIGNATION -  C 397
 BZ0660  PID         -  BZ0660
 BZ0660  STATE/COUNTY-  TX/NAVARRO
 BZ0660  USGS QUAD   -  DAWSON (1978)
 BZ0660
 BZ0660                         *CURRENT SURVEY CONTROL
 BZ0660  ___________________________________________________________________
 BZ0660* NAD 83(1986)-  31 56 15.     (N)    096 38 29.     (W)     SCALED    
 BZ0660* NAVD 88     -       117.813  (meters)     386.52   (feet)  ADJUSTED  
 BZ0660  ___________________________________________________________________
 BZ0660  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BZ0660  DYNAMIC HT  -         117.675 (meters)     386.07  (feet)  COMP
 BZ0660  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 BZ0660
 BZ0660  VERT ORDER  -  SECOND    CLASS 0
 BZ0660
 BZ0660.The horizontal coordinates were scaled from a topographic map and have
 BZ0660.an estimated accuracy of +/- 6 seconds.
 BZ0660
 BZ0660.The orthometric height was determined by differential leveling
 BZ0660.and adjusted by the National Geodetic Survey in June 1991..
 BZ0660
 BZ0660.The geoid height was determined by GEOID03.
 BZ0660
 BZ0660.The dynamic height is computed by dividing the NAVD 88
 BZ0660.geopotential number by the normal gravity value computed on the
 BZ0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0660.degrees latitude (g = 980.6199 gals.).
 BZ0660
 BZ0660.The modeled gravity was interpolated from observed gravity values.
 BZ0660
 BZ0660;                    North         East    Units  Estimated Accuracy
 BZ0660;SPC TXNC     - 2,031,590.      775,750.      MT  (+/- 180 meters Scaled)
 BZ0660
 BZ0660                          SUPERSEDED SURVEY CONTROL
 BZ0660
 BZ0660  NGVD 29 (??/??/92)  117.796  (m)          386.47   (f) ADJ UNCH    2 0
 BZ0660
 BZ0660.Superseded values are not recommended for survey control.
 BZ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0660.See file dsdata.txt to determine how the superseded data were derived.
 BZ0660
 BZ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA229359(NAD 83)
 BZ0660_MARKER: DB = BENCH MARK DISK
 BZ0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0660_STAMPING: C 397 1947
 BZ0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0660+STABILITY: SURFACE MOTION
 BZ0660
 BZ0660  HISTORY     - Date     Condition        Report By
 BZ0660  HISTORY     - 1947     MONUMENTED       CGS
 BZ0660
 BZ0660                          STATION DESCRIPTION
 BZ0660
 BZ0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0660'1.8 MI SW FROM PURDON.
 BZ0660'1.8 MILE SOUTHWEST ALONG THE TRACK FROM THE ST. LOUIS SOUTHWESTER
 BZ0660'RAILWAY STATION AT PURDON, AT A DIRT ROAD CROSSING 2 1/2 POLES
 BZ0660'SOUTHWEST OF TELEPHONE POLE NO.636/20, 65.5 FEET SOUTHEAST OF THE
 BZ0660'SOUTHEAST RAIL, 31.0 FEET EAST OF TELEPHONE POLE NO. H 567, 22.0 FEET
 BZ0660'SOUTHWEST OF THE CENTER OF A DIRT ROAD, 12.5 FEET SOUTHWEST OF A FENCE
 BZ0660'CORNER POST, 5.0 FEET SOUTHWEST OF A POWER LINE POLE, 2.5 FEET
 BZ0660'NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET
 BZ0660'BELOW THE TRACK AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2275 ***********************************************************************
 BY2275  DESIGNATION -  C 399
 BY2275  PID         -  BY2275
 BY2275  STATE/COUNTY-  TX/ANDERSON
 BY2275  USGS QUAD   -  BLACKFOOT (1982)
 BY2275
 BY2275                         *CURRENT SURVEY CONTROL
 BY2275  ___________________________________________________________________
 BY2275* NAD 83(1986)-  31 59 10.     (N)    095 50 18.     (W)     SCALED    
 BY2275* NAVD 88     -       127.072  (meters)     416.90   (feet)  ADJUSTED  
 BY2275  ___________________________________________________________________
 BY2275  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BY2275  DYNAMIC HT  -         126.922 (meters)     416.41  (feet)  COMP
 BY2275  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 BY2275
 BY2275  VERT ORDER  -  SECOND    CLASS 0
 BY2275
 BY2275.The horizontal coordinates were scaled from a topographic map and have
 BY2275.an estimated accuracy of +/- 6 seconds.
 BY2275
 BY2275.The orthometric height was determined by differential leveling
 BY2275.and adjusted by the National Geodetic Survey in June 1991..
 BY2275
 BY2275.The geoid height was determined by GEOID03.
 BY2275
 BY2275.The dynamic height is computed by dividing the NAVD 88
 BY2275.geopotential number by the normal gravity value computed on the
 BY2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2275.degrees latitude (g = 980.6199 gals.).
 BY2275
 BY2275.The modeled gravity was interpolated from observed gravity values.
 BY2275
 BY2275;                    North         East    Units  Estimated Accuracy
 BY2275;SPC TX C     - 3,265,720.    1,124,710.      MT  (+/- 180 meters Scaled)
 BY2275
 BY2275                          SUPERSEDED SURVEY CONTROL
 BY2275
 BY2275  NGVD 29 (??/??/92)  127.064  (m)          416.88   (f) ADJ UNCH    2 0
 BY2275
 BY2275.Superseded values are not recommended for survey control.
 BY2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2275.See file dsdata.txt to determine how the superseded data were derived.
 BY2275
 BY2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR318424(NAD 83)
 BY2275_MARKER: DB = BENCH MARK DISK
 BY2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2275_STAMPING: C 399 1947
 BY2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2275+STABILITY: SURFACE MOTION
 BY2275
 BY2275  HISTORY     - Date     Condition        Report By
 BY2275  HISTORY     - 1947     MONUMENTED       CGS
 BY2275  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2275
 BY2275                          STATION DESCRIPTION
 BY2275
 BY2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2275'4.3 MI W FROM BRADFORD.
 BY2275'4.3 MILES WEST ALONG A NARROW OILED ROAD FROM WOODS STORE AT BRADFORD,
 BY2275'180 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 45 FEET
 BY2275'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET NORTHEAST OF THE
 BY2275'NORTHEAST END OF A WIRE GATE, 3 FEET SOUTHEAST OF A WIRE FENCE, 2 FEET
 BY2275'SOUTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 BY2275'CONCRETE POST.
 BY2275
 BY2275                          STATION RECOVERY (1977)
 BY2275
 BY2275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0699 ***********************************************************************
 BZ0699  DESIGNATION -  C 4
 BZ0699  PID         -  BZ0699
 BZ0699  STATE/COUNTY-  TX/HILL
 BZ0699  USGS QUAD   -  ABBOTT (1979)
 BZ0699
 BZ0699                         *CURRENT SURVEY CONTROL
 BZ0699  ___________________________________________________________________
 BZ0699* NAD 83(1986)-  31 53 51.     (N)    097 04 27.     (W)     SCALED    
 BZ0699* NAVD 88     -       211.700  (meters)     694.55   (feet)  POSTED    
 BZ0699  ___________________________________________________________________
 BZ0699  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BZ0699  DYNAMIC HT  -         211.440 (meters)     693.70  (feet)  COMP
 BZ0699  MODELED GRAV-     979,400.8   (mgal)                       NAVD 88
 BZ0699
 BZ0699  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BZ0699
 BZ0699.The horizontal coordinates were scaled from a topographic map and have
 BZ0699.an estimated accuracy of +/- 6 seconds.
 BZ0699
 BZ0699.The orthometric height was determined by differential leveling
 BZ0699.and adjusted by the National Geodetic Survey in 1992..
 BZ0699.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BZ0699.rate of 1.1 thru 2.0 mm/km.
 BZ0699
 BZ0699.The geoid height was determined by GEOID03.
 BZ0699
 BZ0699.The dynamic height is computed by dividing the NAVD 88
 BZ0699.geopotential number by the normal gravity value computed on the
 BZ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0699.degrees latitude (g = 980.6199 gals.).
 BZ0699
 BZ0699.The modeled gravity was interpolated from observed gravity values.
 BZ0699
 BZ0699;                    North         East    Units  Estimated Accuracy
 BZ0699;SPC TXNC     - 2,026,510.      734,890.      MT  (+/- 180 meters Scaled)
 BZ0699
 BZ0699                          SUPERSEDED SURVEY CONTROL
 BZ0699
 BZ0699  NGVD 29 (??/??/92)  211.635  (m)          694.34   (f) ADJ UNCH    1 2
 BZ0699
 BZ0699.Superseded values are not recommended for survey control.
 BZ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0699.See file dsdata.txt to determine how the superseded data were derived.
 BZ0699
 BZ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA821306(NAD 83)
 BZ0699_MARKER: DB = BENCH MARK DISK
 BZ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0699+STABILITY: SURFACE MOTION
 BZ0699
 BZ0699  HISTORY     - Date     Condition        Report By
 BZ0699  HISTORY     - UNK      MONUMENTED       CGS
 BZ0699  HISTORY     - 1935     GOOD             NGS
 BZ0699  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0699  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0699  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0699
 BZ0699                          STATION DESCRIPTION
 BZ0699
 BZ0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BZ0699'0.9 MI N FROM ABBOTT.
 BZ0699'0.9 MILE NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 BZ0699'THE STATION AT ABBOTT, HILL COUNTY, 400 YARDS SOUTH OF A CONCRETE
 BZ0699'CULVERT, 70 YARDS NORTH OF ANOTHER CONCRETE CULVERT, 55 YARDS SOUTH OF
 BZ0699'THE SOUTH END OF THE FIRST SMALL CUT NORTH OF TOWN, 35 FEET EAST OF
 BZ0699'THE CENTERLINE OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE, IN THE TOP
 BZ0699'OF A STONE POST.
 BZ0699
 BZ0699                          STATION RECOVERY (1980)
 BZ0699
 BZ0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0699'MARK NOT FOUND.
 BZ0699
 BZ0699                          STATION RECOVERY (1995)
 BZ0699
 BZ0699'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0699'MARK NOT FOUND.
 BZ0699
 BZ0699                          STATION RECOVERY (2003)
 BZ0699
 BZ0699'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0193 ***********************************************************************
 AY0193  DESIGNATION -  C 4 28
 AY0193  PID         -  AY0193
 AY0193  STATE/COUNTY-  TX/COMAL
 AY0193  USGS QUAD   -  ANHALT (1973)
 AY0193
 AY0193                         *CURRENT SURVEY CONTROL
 AY0193  ___________________________________________________________________
 AY0193* NAD 83(1986)-  29 47 53.     (N)    098 24 40.     (W)     SCALED    
 AY0193* NAVD 88     -       368.809  (meters)    1210.00   (feet)  ADJUSTED  
 AY0193  ___________________________________________________________________
 AY0193  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AY0193  DYNAMIC HT  -         368.277 (meters)    1208.26  (feet)  COMP
 AY0193  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 AY0193
 AY0193  VERT ORDER  -  SECOND    CLASS 0
 AY0193
 AY0193.The horizontal coordinates were scaled from a topographic map and have
 AY0193.an estimated accuracy of +/- 6 seconds.
 AY0193
 AY0193.The orthometric height was determined by differential leveling
 AY0193.and adjusted by the National Geodetic Survey in June 1991..
 AY0193
 AY0193.The geoid height was determined by GEOID03.
 AY0193
 AY0193.The dynamic height is computed by dividing the NAVD 88
 AY0193.geopotential number by the normal gravity value computed on the
 AY0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0193.degrees latitude (g = 980.6199 gals.).
 AY0193
 AY0193.The modeled gravity was interpolated from observed gravity values.
 AY0193
 AY0193;                    North         East    Units  Estimated Accuracy
 AY0193;SPC TXSC     - 4,217,890.      656,930.      MT  (+/- 180 meters Scaled)
 AY0193
 AY0193                          SUPERSEDED SURVEY CONTROL
 AY0193
 AY0193  NGVD 29 (??/??/92)  368.706  (m)         1209.66   (f) ADJ UNCH    2 0
 AY0193
 AY0193.Superseded values are not recommended for survey control.
 AY0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0193.See file dsdata.txt to determine how the superseded data were derived.
 AY0193
 AY0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT569965(NAD 83)
 AY0193_MARKER: DD = SURVEY DISK
 AY0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0193_STAMPING: C-4-28 1208.44
 AY0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0193+STABILITY: SURFACE MOTION
 AY0193
 AY0193  HISTORY     - Date     Condition        Report By
 AY0193  HISTORY     - UNK      MONUMENTED       DOD
 AY0193  HISTORY     - 1953     GOOD             NGS
 AY0193  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0193  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0193
 AY0193                          STATION DESCRIPTION
 AY0193
 AY0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0193'5.8 MI S FROM SPRING BRANCH.
 AY0193'5.5 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT SPRING
 AY0193'BRANCH, THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 46, AT THE TOP OF A
 AY0193'HILL, 201 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 59 FEET
 AY0193'SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD HOUSE, 126 FEET EAST OF
 AY0193'THE SOUTHEAST LEG OF A WINDMILL TOWER, 8 FEET WEST OF A GROUP OF 4
 AY0193'SMALL OAK TREES, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AY0193'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0193
 AY0193                          STATION RECOVERY (1993)
 AY0193
 AY0193'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0193'MARK NOT FOUND.
 AY0193
 AY0193                          STATION RECOVERY (1999)
 AY0193
 AY0193'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2258 ***********************************************************************
 BY2258  DESIGNATION -  C 400 RESET 1956
 BY2258  PID         -  BY2258
 BY2258  STATE/COUNTY-  TX/ANDERSON
 BY2258  USGS QUAD   -  CAYUGA (1982)
 BY2258
 BY2258                         *CURRENT SURVEY CONTROL
 BY2258  ___________________________________________________________________
 BY2258* NAD 83(1986)-  31 55 58.     (N)    095 56 09.     (W)     SCALED    
 BY2258* NAVD 88     -       112.41   (+/-2cm)     368.8    (feet)  VERTCON   
 BY2258  ___________________________________________________________________
 BY2258  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BY2258
 BY2258  VERT ORDER  -  THIRD (See Below)
 BY2258
 BY2258.The horizontal coordinates were scaled from a topographic map and have
 BY2258.an estimated accuracy of +/- 6 seconds.
 BY2258
 BY2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2258.The vertical order pertains to the NGVD 29 superseded value.
 BY2258
 BY2258.The geoid height was determined by GEOID03.
 BY2258
 BY2258;                    North         East    Units  Estimated Accuracy
 BY2258;SPC TX C     - 3,259,440.    1,115,730.      MT  (+/- 180 meters Scaled)
 BY2258
 BY2258                          SUPERSEDED SURVEY CONTROL
 BY2258
 BY2258  NGVD 29 (??/??/??)  112.40   (m)          368.8    (f) RESET       3  
 BY2258
 BY2258.Superseded values are not recommended for survey control.
 BY2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2258.See file dsdata.txt to determine how the superseded data were derived.
 BY2258
 BY2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR224367(NAD 83)
 BY2258_MARKER: DB = BENCH MARK DISK
 BY2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2258_STAMPING: C 400 RESET 1956
 BY2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2258+STABILITY: SURFACE MOTION
 BY2258
 BY2258  HISTORY     - Date     Condition        Report By
 BY2258  HISTORY     - 1956     MONUMENTED       CGS
 BY2258
 BY2258                          STATION DESCRIPTION
 BY2258
 BY2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BY2258'2.7 MI SE FROM CAYUGA.
 BY2258'2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 287 FROM THE POST OFFICE AT
 BY2258'CAYUGA, IN THE SOUTH RIGHT-OF-WAY FENCE, 12 FEET WEST OF A FENCE
 BY2258'CORNER AND ABOUT 100 FEET WEST OF A POND.  A STANDARD DISK STAMPED C
 BY2258'400 RESET 1956 IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES AND 2
 BY2258'FEET EAST OF A 4 X 4 POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1819 ***********************************************************************
 BY1819  DESIGNATION -  C 401
 BY1819  PID         -  BY1819
 BY1819  STATE/COUNTY-  TX/HOUSTON
 BY1819  USGS QUAD   -  HALLS BLUFF (1972)
 BY1819
 BY1819                         *CURRENT SURVEY CONTROL
 BY1819  ___________________________________________________________________
 BY1819* NAD 83(1986)-  31 21 16.     (N)    095 39 31.     (W)     SCALED    
 BY1819* NAVD 88     -        68.18   (+/-2cm)     223.7    (feet)  VERTCON   
 BY1819  ___________________________________________________________________
 BY1819  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY1819
 BY1819  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1819
 BY1819.The horizontal coordinates were scaled from a topographic map and have
 BY1819.an estimated accuracy of +/- 6 seconds.
 BY1819
 BY1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1819.The vertical order pertains to the NGVD 29 superseded value.
 BY1819
 BY1819.The geoid height was determined by GEOID03.
 BY1819
 BY1819;                    North         East    Units  Estimated Accuracy
 BY1819;SPC TX C     - 3,196,440.    1,144,620.      MT  (+/- 180 meters Scaled)
 BY1819
 BY1819                          SUPERSEDED SURVEY CONTROL
 BY1819
 BY1819  NGVD 29 (??/??/92)   68.173  (m)          223.66   (f) ADJ UNCH    2 0
 BY1819
 BY1819.Superseded values are not recommended for survey control.
 BY1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1819.See file dsdata.txt to determine how the superseded data were derived.
 BY1819
 BY1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ470719(NAD 83)
 BY1819_MARKER: DB = BENCH MARK DISK
 BY1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1819_STAMPING: C 401 1947
 BY1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1819+STABILITY: SURFACE MOTION
 BY1819
 BY1819  HISTORY     - Date     Condition        Report By
 BY1819  HISTORY     - 1947     MONUMENTED       CGS
 BY1819
 BY1819                          STATION DESCRIPTION
 BY1819
 BY1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1819'16.1 MI W FROM CROCKETT.
 BY1819'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1819'HIGHWAY NO.287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1819'NORTHWESTERLY 9.0 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWESTERLY
 BY1819'6.4 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A
 BY1819'RIGHT ANGLED TURN IN THE ROAD, 116.5 FEET SOUTHWEST OF AND ABOUT LEVEL
 BY1819'WITH THE CENTER LINE OF THE ROAD, 111.3 FEET NORTHWEST OF THE
 BY1819'NORTHWEST CORNER OF A WHITE FRAME HOUSE, 61.2 FEET SOUTH OF A YARD
 BY1819'FENCE, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 IN.
 BY1819'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1819'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1822 ***********************************************************************
 BY1822  DESIGNATION -  C 402
 BY1822  PID         -  BY1822
 BY1822  STATE/COUNTY-  TX/HOUSTON
 BY1822  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1822
 BY1822                         *CURRENT SURVEY CONTROL
 BY1822  ___________________________________________________________________
 BY1822* NAD 83(1986)-  31 18 01.     (N)    095 31 48.     (W)     SCALED    
 BY1822* NAVD 88     -       107.98   (+/-2cm)     354.3    (feet)  VERTCON   
 BY1822  ___________________________________________________________________
 BY1822  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY1822
 BY1822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1822
 BY1822.The horizontal coordinates were scaled from a topographic map and have
 BY1822.an estimated accuracy of +/- 6 seconds.
 BY1822
 BY1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1822.The vertical order pertains to the NGVD 29 superseded value.
 BY1822
 BY1822.The geoid height was determined by GEOID03.
 BY1822
 BY1822;                    North         East    Units  Estimated Accuracy
 BY1822;SPC TX C     - 3,190,970.    1,157,110.      MT  (+/- 180 meters Scaled)
 BY1822
 BY1822                          SUPERSEDED SURVEY CONTROL
 BY1822
 BY1822  NGVD 29 (??/??/92)  107.967  (m)          354.22   (f) ADJ UNCH    2 0
 BY1822
 BY1822.Superseded values are not recommended for survey control.
 BY1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1822.See file dsdata.txt to determine how the superseded data were derived.
 BY1822
 BY1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ591656(NAD 83)
 BY1822_MARKER: DB = BENCH MARK DISK
 BY1822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1822_SP_SET: CULVERT
 BY1822_STAMPING: C 402 1947
 BY1822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1822
 BY1822  HISTORY     - Date     Condition        Report By
 BY1822  HISTORY     - 1947     MONUMENTED       CGS
 BY1822
 BY1822                          STATION DESCRIPTION
 BY1822
 BY1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1822'4.7 MI W FROM CROCKETT.
 BY1822'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 4.7 MILES ALONG
 BY1822'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS 18.0 FEET SOUTH OF
 BY1822'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 BY1822'WEST END OF THE SOUTH HEADWALL OF A 4 X 6 FT. CONCRETE CULVERT.  A
 BY1822'BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1830 ***********************************************************************
 BY1830  DESIGNATION -  C 403
 BY1830  PID         -  BY1830
 BY1830  STATE/COUNTY-  TX/HOUSTON
 BY1830  USGS QUAD   -  HALLS BLUFF (1972)
 BY1830
 BY1830                         *CURRENT SURVEY CONTROL
 BY1830  ___________________________________________________________________
 BY1830* NAD 83(1986)-  31 19 43.     (N)    095 38 43.     (W)     SCALED    
 BY1830* NAVD 88     -        56.10   (+/-2cm)     184.1    (feet)  VERTCON   
 BY1830  ___________________________________________________________________
 BY1830  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BY1830
 BY1830  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1830
 BY1830.The horizontal coordinates were scaled from a topographic map and have
 BY1830.an estimated accuracy of +/- 6 seconds.
 BY1830
 BY1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1830.The vertical order pertains to the NGVD 29 superseded value.
 BY1830
 BY1830.The geoid height was determined by GEOID03.
 BY1830
 BY1830;                    North         East    Units  Estimated Accuracy
 BY1830;SPC TX C     - 3,193,640.    1,146,010.      MT  (+/- 180 meters Scaled)
 BY1830
 BY1830                          SUPERSEDED SURVEY CONTROL
 BY1830
 BY1830  NGVD 29 (??/??/92)   56.095  (m)          184.04   (f) ADJ UNCH    2 0
 BY1830
 BY1830.Superseded values are not recommended for survey control.
 BY1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1830.See file dsdata.txt to determine how the superseded data were derived.
 BY1830
 BY1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ482690(NAD 83)
 BY1830_MARKER: DB = BENCH MARK DISK
 BY1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1830_STAMPING: C 403 1947
 BY1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1830+STABILITY: SURFACE MOTION
 BY1830
 BY1830  HISTORY     - Date     Condition        Report By
 BY1830  HISTORY     - 1947     MONUMENTED       CGS
 BY1830
 BY1830                          STATION DESCRIPTION
 BY1830
 BY1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1830'12.8 MI W FROM CROCKETT.
 BY1830'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 12.8 MILES ALONG
 BY1830'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS ABOUT 66 YARDS
 BY1830'SOUTHEAST OF A CORRUGATED IRON CULVERT, 30.3 FEET NORTHEAST OF AND
 BY1830'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON THE NORTHWEST SIDE
 BY1830'OF A TRACK ROAD AND 1.5 FEET WEST OF A 4 X 4 IN. MARKER POST.  A
 BY1830'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1830'PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0100 ***********************************************************************
 CS0100  DESIGNATION -  C 404
 CS0100  PID         -  CS0100
 CS0100  STATE/COUNTY-  TX/KAUFMAN
 CS0100  USGS QUAD   -  KAUFMAN (1963)
 CS0100
 CS0100                         *CURRENT SURVEY CONTROL
 CS0100  ___________________________________________________________________
 CS0100* NAD 83(1993)-  32 34 25.93634(N)    096 18 34.46305(W)     ADJUSTED  
 CS0100* NAVD 88     -       133.539  (meters)     438.12   (feet)  ADJUSTED  
 CS0100  ___________________________________________________________________
 CS0100  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 CS0100  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0100  DYNAMIC HT  -         133.390 (meters)     437.63  (feet)  COMP
 CS0100  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 CS0100
 CS0100  HORZ ORDER  -  SECOND
 CS0100  VERT ORDER  -  SECOND    CLASS 0
 CS0100
 CS0100.The horizontal coordinates were established by classical geodetic methods
 CS0100.and adjusted by the National Geodetic Survey in February 1996..
 CS0100
 CS0100.The orthometric height was determined by differential leveling
 CS0100.and adjusted by the National Geodetic Survey in June 1991..
 CS0100.WARNING-Repeat measurements at this control monument indicate possible
 CS0100.vertical movement.
 CS0100
 CS0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0100
 CS0100.The geoid height was determined by GEOID03.
 CS0100
 CS0100.The dynamic height is computed by dividing the NAVD 88
 CS0100.geopotential number by the normal gravity value computed on the
 CS0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0100.degrees latitude (g = 980.6199 gals.).
 CS0100
 CS0100.The modeled gravity was interpolated from observed gravity values.
 CS0100
 CS0100;                    North         East     Units Scale Factor Converg.
 CS0100;SPC TXNC     - 2,102,744.338   805,646.785   MT  0.99990716   +1 11 40.7
 CS0100;SPC TXNC     - 6,898,753.72  2,643,192.83   sFT  0.99990716   +1 11 40.7
 CS0100;UTM  14      - 3,607,241.898   752,568.968   MT  1.00038669   +1 26 57.3
 CS0100
 CS0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0100!SPC TXNC     -   0.99998301  x   0.99990716  =   0.99989017
 CS0100!UTM  14      -   0.99998301  x   1.00038669  =   1.00036969
 CS0100
 CS0100                          SUPERSEDED SURVEY CONTROL
 CS0100
 CS0100  NAD 83(1986)-  32 34 25.94370(N)    096 18 34.44705(W) AD(       ) 2
 CS0100  NAD 27      -  32 34 25.45500(N)    096 18 33.51900(W) AD(       ) 2
 CS0100  NGVD 29 (??/??/92)  133.541  (m)          438.13   (f) ADJ UNCH    2 0
 CS0100
 CS0100.Superseded values are not recommended for survey control.
 CS0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0100.See file dsdata.txt to determine how the superseded data were derived.
 CS0100
 CS0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5256907242(NAD 83)
 CS0100_MARKER: DB = BENCH MARK DISK
 CS0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0100_SP_SET: CULVERT
 CS0100_STAMPING: C 404 1947
 CS0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0100
 CS0100  HISTORY     - Date     Condition        Report By
 CS0100  HISTORY     - 1949     MONUMENTED       CGS
 CS0100  HISTORY     - 1948     GOOD             NGS
 CS0100
 CS0100                          STATION DESCRIPTION
 CS0100
 CS0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS0100'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE CITY LIMITS
 CS0100'OF KAUFMAN, JUST SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 CS0100'175 AND STATE HIGHWAY 34.  IT IS 49 FEET SOUTHEAST OF THE
 CS0100'CENTERLINE OF HIGHWAY 34, AND IS SET IN THE EAST END OF
 CS0100'A CONCRETE CULVERT.  THE DISK IS STAMPED C-404 1947.
 CS0100'
 CS0100'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 CS0100'STATION KAUFMAN 1947, WHICH IS LOCATED JUST SOUTH OF THE
 CS0100'JUNCTION OF THE HIGHWAYS.  THE DISTANCE IS 58.531 METERS
 CS0100'OR 192.03 FEET.
 CS0100'
 CS0100'TO REACH THE STATION FROM THE COURT HOUSE IN KAUFMAN, GO
 CS0100'SOUTH ON U.S. HIGHWAY 175 FOR 1 MILE TO THE JUNCTION OF STATE
 CS0100'HIGHWAY 34.  FROM HERE THE MARK IS ABOUT 100 YARDS SOUTHWEST,
 CS0100'ALONG HIGHWAY 34.
 CS0100
 CS0100                          STATION RECOVERY (1948)
 CS0100
 CS0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CS0100'1.0 MI S FROM KAUFMAN.
 CS0100'1.0 MILE SOUTH ALONG STATE HIGHWAY 34 FROM THE COURTHOUSE AT KAUFMAN,
 CS0100'135 YARDS (PACED) SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 34 AND U.
 CS0100'S. HIGHWAY 175, 133.1 FEET WEST OF THE CENTER LINE OF A MACADAM FARM
 CS0100'ROAD LEADING SOUTH, 49.0 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 CS0100'HIGHWAY 34, 0.8 FOOT NORTHEAST OF THE SOUTHWEST END OF AND SET IN THE
 CS0100'TOP OF THE SOUTHEAST HEADWALL OF A 4-FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0101 ***********************************************************************
 CS0101  DESIGNATION -  C 404 RESET 1956
 CS0101  PID         -  CS0101
 CS0101  STATE/COUNTY-  TX/KAUFMAN
 CS0101  USGS QUAD   -  KAUFMAN (1963)
 CS0101
 CS0101                         *CURRENT SURVEY CONTROL
 CS0101  ___________________________________________________________________
 CS0101* NAD 83(1986)-  32 34 25.     (N)    096 18 33.     (W)     SCALED    
 CS0101* NAVD 88     -       132.55   (+/-2cm)     434.9    (feet)  VERTCON   
 CS0101  ___________________________________________________________________
 CS0101  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0101
 CS0101  VERT ORDER  -  THIRD (See Below)
 CS0101
 CS0101.The horizontal coordinates were scaled from a topographic map and have
 CS0101.an estimated accuracy of +/- 6 seconds.
 CS0101
 CS0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0101.The vertical order pertains to the NGVD 29 superseded value.
 CS0101
 CS0101.The geoid height was determined by GEOID03.
 CS0101
 CS0101;                    North         East    Units  Estimated Accuracy
 CS0101;SPC TXNC     - 2,102,720.      805,690.      MT  (+/- 180 meters Scaled)
 CS0101
 CS0101                          SUPERSEDED SURVEY CONTROL
 CS0101
 CS0101  NGVD 29 (??/??/??)  132.56   (m)          434.9    (f) RESET       3  
 CS0101
 CS0101.Superseded values are not recommended for survey control.
 CS0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0101.See file dsdata.txt to determine how the superseded data were derived.
 CS0101
 CS0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB526072(NAD 83)
 CS0101_MARKER: DB = BENCH MARK DISK
 CS0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0101_SP_SET: CULVERT
 CS0101_STAMPING: C 404 RESET 1956
 CS0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0101
 CS0101  HISTORY     - Date     Condition        Report By
 CS0101  HISTORY     - 1956     MONUMENTED       TXHD
 CS0101  HISTORY     - 1957     GOOD             TXHD
 CS0101  HISTORY     - 1962     GOOD             USGS
 CS0101
 CS0101                          STATION DESCRIPTION
 CS0101
 CS0101'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 CS0101'1.1 MI S FROM KAUFMAN.
 CS0101'1.1 MILES SOUTH ALONG STATE HIGHWAY 34 FROM THE COURTHOUSE AT KAUFMAN,
 CS0101'KAUFMAN COUNTY, AT THE JUNCTION OF U.S. HWY 175, ABOUT 205 FEET
 CS0101'SOUTHWEST OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD TO THE U.S.
 CS0101'HWY. 175 EXPRESSWAY, 45 FEET E. OF THE CENTERLINE OF STATE HWY. 34 AT
 CS0101'A 3-30 INCH DIAMETER STANDARD CONCRETE PIPE, AND IN THE TOP OF THE
 CS0101'SOUTH END OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED C 404 RESET
 CS0101'1956.
 CS0101
 CS0101                          STATION RECOVERY (1962)
 CS0101
 CS0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2189 ***********************************************************************
 BY2189  DESIGNATION -  C 405
 BY2189  PID         -  BY2189
 BY2189  STATE/COUNTY-  TX/LEON
 BY2189  USGS QUAD   -  OAKWOOD (1964)
 BY2189
 BY2189                         *CURRENT SURVEY CONTROL
 BY2189  ___________________________________________________________________
 BY2189* NAD 83(1986)-  31 31 29.     (N)    095 47 01.     (W)     SCALED    
 BY2189* NAVD 88     -        77.48   (+/-2cm)     254.2    (feet)  VERTCON   
 BY2189  ___________________________________________________________________
 BY2189  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BY2189
 BY2189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2189
 BY2189.The horizontal coordinates were scaled from a topographic map and have
 BY2189.an estimated accuracy of +/- 6 seconds.
 BY2189
 BY2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2189.The vertical order pertains to the NGVD 29 superseded value.
 BY2189
 BY2189.The geoid height was determined by GEOID03.
 BY2189
 BY2189;                    North         East    Units  Estimated Accuracy
 BY2189;SPC TX C     - 3,214,810.    1,131,970.      MT  (+/- 180 meters Scaled)
 BY2189
 BY2189                          SUPERSEDED SURVEY CONTROL
 BY2189
 BY2189  NGVD 29 (??/??/92)   77.461  (m)          254.14   (f) ADJ UNCH    2 0
 BY2189
 BY2189.Superseded values are not recommended for survey control.
 BY2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2189.See file dsdata.txt to determine how the superseded data were derived.
 BY2189
 BY2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ356911(NAD 83)
 BY2189_MARKER: DB = BENCH MARK DISK
 BY2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2189_STAMPING: C 405 1947
 BY2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2189+STABILITY: SURFACE MOTION
 BY2189
 BY2189  HISTORY     - Date     Condition        Report By
 BY2189  HISTORY     - 1947     MONUMENTED       CGS
 BY2189  HISTORY     - 1965     GOOD             USGS
 BY2189
 BY2189                          STATION DESCRIPTION
 BY2189
 BY2189'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BY2189'6.5 MI SE FROM OAKWOOD.
 BY2189'TO REACH FROM THE JUNCTION OF U.S. HWY. 79 AND FARM ROAD 542 IN
 BY2189'OAKWOOD, GO SE. ALONG FARM ROAD 542 FOR 4.6 MI. TO A GRADED ROAD SW.
 BY2189'AND THE SITE OF THE MARK.  THIS POINT IS 2.2 MILES NW. OF THE ST. PAUL
 BY2189'SHILOH SCHOOL.  BENCH MARK IS 395 FT. SE. ALONG FARM ROAD FROM T
 BY2189'INTERSECTION SW. AND 147 FT. SW. OF (NORMAL TO) CENTERLINE HIGHWAY,
 BY2189'58.6 FT. SE. OF THE S. END OF A CONCRETE TUBE CULVERT OF OLD ABANDONED
 BY2189'ROAD, IN A CULTIVATED FIELD, A STANDARD TABLET SET IN A CONCRETE POST
 BY2189'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1770 ***********************************************************************
 BY1770  DESIGNATION -  C 406
 BY1770  PID         -  BY1770
 BY1770  STATE/COUNTY-  TX/HOUSTON
 BY1770  USGS QUAD   -  HAYS SPRING (1964)
 BY1770
 BY1770                         *CURRENT SURVEY CONTROL
 BY1770  ___________________________________________________________________
 BY1770* NAD 83(1986)-  31 28 49.     (N)    095 30 29.     (W)     SCALED    
 BY1770* NAVD 88     -       118.36   (+/-2cm)     388.3    (feet)  VERTCON   
 BY1770  ___________________________________________________________________
 BY1770  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY1770
 BY1770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1770
 BY1770.The horizontal coordinates were scaled from a topographic map and have
 BY1770.an estimated accuracy of +/- 6 seconds.
 BY1770
 BY1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1770.The vertical order pertains to the NGVD 29 superseded value.
 BY1770
 BY1770.The geoid height was determined by GEOID03.
 BY1770
 BY1770;                    North         East    Units  Estimated Accuracy
 BY1770;SPC TX C     - 3,210,990.    1,158,330.      MT  (+/- 180 meters Scaled)
 BY1770
 BY1770                          SUPERSEDED SURVEY CONTROL
 BY1770
 BY1770  NGVD 29 (??/??/92)  118.351  (m)          388.29   (f) ADJ UNCH    2 0
 BY1770
 BY1770.Superseded values are not recommended for survey control.
 BY1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1770.See file dsdata.txt to determine how the superseded data were derived.
 BY1770
 BY1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ617855(NAD 83)
 BY1770_MARKER: DB = BENCH MARK DISK
 BY1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1770_STAMPING: C 406 1947
 BY1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1770+STABILITY: SURFACE MOTION
 BY1770
 BY1770  HISTORY     - Date     Condition        Report By
 BY1770  HISTORY     - 1947     MONUMENTED       CGS
 BY1770  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1770  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1770
 BY1770                          STATION DESCRIPTION
 BY1770
 BY1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1770'2.0 MI SW FROM GRAPELAND.
 BY1770'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1770'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY 2.0
 BY1770'MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 51.0
 BY1770'FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BY1770'32.6 FEET WEST OF A R.E.A. POWER POLE, 15.0 FEET NORTHEAST OF THE
 BY1770'NORTHEAST END OF A STEEL GATE, 1.0 FOOT NORTHWEST OF A FENCE AND 1.0
 BY1770'FOOT SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK
 BY1770'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE--
 BY1770'PROBABLY COVERED OR DESTROYED BY ROAD EQUIPMENT.
 BY1770
 BY1770                          STATION RECOVERY (1964)
 BY1770
 BY1770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1770'MARK NOT FOUND.
 BY1770
 BY1770                          STATION RECOVERY (1980)
 BY1770
 BY1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2205 ***********************************************************************
 BY2205  DESIGNATION -  C 407
 BY2205  PID         -  BY2205
 BY2205  STATE/COUNTY-  TX/HOUSTON
 BY2205  USGS QUAD   -  ELKHART CREEK (1982)
 BY2205
 BY2205                         *CURRENT SURVEY CONTROL
 BY2205  ___________________________________________________________________
 BY2205* NAD 83(1986)-  31 31 14.     (N)    095 37 21.     (W)     SCALED    
 BY2205* NAVD 88     -        99.41   (+/-2cm)     326.1    (feet)  VERTCON   
 BY2205  ___________________________________________________________________
 BY2205  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BY2205
 BY2205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2205
 BY2205.The horizontal coordinates were scaled from a topographic map and have
 BY2205.an estimated accuracy of +/- 6 seconds.
 BY2205
 BY2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2205.The vertical order pertains to the NGVD 29 superseded value.
 BY2205
 BY2205.The geoid height was determined by GEOID03.
 BY2205
 BY2205;                    North         East    Units  Estimated Accuracy
 BY2205;SPC TX C     - 3,214,990.    1,147,270.      MT  (+/- 180 meters Scaled)
 BY2205
 BY2205                          SUPERSEDED SURVEY CONTROL
 BY2205
 BY2205  NGVD 29 (??/??/92)   99.397  (m)          326.11   (f) ADJ UNCH    2 0
 BY2205
 BY2205.Superseded values are not recommended for survey control.
 BY2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2205.See file dsdata.txt to determine how the superseded data were derived.
 BY2205
 BY2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ509902(NAD 83)
 BY2205_MARKER: DB = BENCH MARK DISK
 BY2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2205_STAMPING: C 407 1947
 BY2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2205+STABILITY: SURFACE MOTION
 BY2205
 BY2205  HISTORY     - Date     Condition        Report By
 BY2205  HISTORY     - 1947     MONUMENTED       CGS
 BY2205  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2205
 BY2205                          STATION DESCRIPTION
 BY2205
 BY2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2205'10.1 MI W FROM GRAPELAND.
 BY2205'TO REACH FROM THE GRAPELAND HIGH SCHOOL AT GRAPELAND GO WEST 1 BLOCK
 BY2205'ALONG A GRAVELED ROAD, THENCE NORTH 1.1 MILES ALONG A GRADED DIRT
 BY2205'ROAD, THENCE WESTERLY 9.0 MILES ALONG A GRADED DIRT ROAD TO SITE OF
 BY2205'MARK, BENCH MARK IS 27.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 BY2205'LINE OF THE ROAD, 25.4 FEET SOUTHEAST OF THE SOUTH END OF A CORRUGATED
 BY2205'IRON CULVERT, 4.0 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4
 BY2205'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY2205'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY2205
 BY2205                          STATION RECOVERY (1977)
 BY2205
 BY2205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0496 ***********************************************************************
 CS0496  DESIGNATION -  C 408
 CS0496  PID         -  CS0496
 CS0496  STATE/COUNTY-  TX/NAVARRO
 CS0496  USGS QUAD   -  KERENS (1981)
 CS0496
 CS0496                         *CURRENT SURVEY CONTROL
 CS0496  ___________________________________________________________________
 CS0496* NAD 83(1986)-  32 13 50.     (N)    096 14 46.     (W)     SCALED    
 CS0496* NAVD 88     -        87.825  (meters)     288.14   (feet)  ADJUSTED  
 CS0496  ___________________________________________________________________
 CS0496  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0496  DYNAMIC HT  -          87.724 (meters)     287.81  (feet)  COMP
 CS0496  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 CS0496
 CS0496  VERT ORDER  -  SECOND    CLASS 0
 CS0496
 CS0496.The horizontal coordinates were scaled from a topographic map and have
 CS0496.an estimated accuracy of +/- 6 seconds.
 CS0496
 CS0496.The orthometric height was determined by differential leveling
 CS0496.and adjusted by the National Geodetic Survey in June 1991..
 CS0496
 CS0496.The geoid height was determined by GEOID03.
 CS0496
 CS0496.The dynamic height is computed by dividing the NAVD 88
 CS0496.geopotential number by the normal gravity value computed on the
 CS0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0496.degrees latitude (g = 980.6199 gals.).
 CS0496
 CS0496.The modeled gravity was interpolated from observed gravity values.
 CS0496
 CS0496;                    North         East    Units  Estimated Accuracy
 CS0496;SPC TXNC     - 2,064,810.      812,420.      MT  (+/- 180 meters Scaled)
 CS0496
 CS0496                          SUPERSEDED SURVEY CONTROL
 CS0496
 CS0496  NGVD 29 (??/??/92)   87.830  (m)          288.16   (f) ADJ UNCH    2 0
 CS0496
 CS0496.Superseded values are not recommended for survey control.
 CS0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0496.See file dsdata.txt to determine how the superseded data were derived.
 CS0496
 CS0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA595693(NAD 83)
 CS0496_MARKER: DB = BENCH MARK DISK
 CS0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0496_STAMPING: C 408 1947
 CS0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0496+STABILITY: SURFACE MOTION
 CS0496
 CS0496  HISTORY     - Date     Condition        Report By
 CS0496  HISTORY     - 1947     MONUMENTED       CGS
 CS0496  HISTORY     - 1972     POOR             LOCENG
 CS0496
 CS0496                          STATION DESCRIPTION
 CS0496
 CS0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0496'7.55 MI NE FROM BAZETTE.
 CS0496'TO REACH FROM THE BAZETTE SCHOOL AT BAZETTE, PROCEED 1.1 MILE
 CS0496'SOUTHWEST AND 2.4 MILES NORTHWEST ALONG THE BAZETTE-MONTFORT ROAD TO A
 CS0496'DIRT ROAD LEADING NORTHEAST, THENCE 3.0 MILES NORTHEAST, 0.25 MILE
 CS0496'SOUTHEAST AND 0.8 MILE NORTHEAST ALONG A DIRT ROAD TO THE END OF THE
 CS0496'ROAD AND THE BEGINNING OF A ONE TRACK PRIVATE DIRT ROAD LEADING NORTH
 CS0496'TO THE TOPAZ OIL COMPANY OIL WELLS, BENCH MARK IS 0.1 MILE SOUTH OF A
 CS0496'3-FOOT IRON PIPE CULVERT UNDER THE ROAD, 88.0 FEET SOUTHWEST OF AN
 CS0496'18-INCH ELM TREE WHICH IS BEING USED FOR A FENCE CORNER POST, 57.0
 CS0496'FEET SOUTHEAST OF THE CENTER OF THE ROAD, 17.8 FEET SOUTHWEST OF A
 CS0496'TRIANGULAR BLAZE ON A 2-FOOT ELM TREE, 4.0 FEET NORTHWEST OF THE
 CS0496'SOUTHEAST RIGHT-OF-WAY FENCE, 3.5 FEET NORTHEAST OF A REFERENCE POST,
 CS0496'SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 CS0496'PROJECTING 0.4 FOOT.
 CS0496
 CS0496                          STATION RECOVERY (1972)
 CS0496
 CS0496'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0496'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0284 ***********************************************************************
 BZ0284  DESIGNATION -  C 409
 BZ0284  PID         -  BZ0284
 BZ0284  STATE/COUNTY-  TX/NAVARRO
 BZ0284  USGS QUAD   -  WINKLER (1982)
 BZ0284
 BZ0284                         *CURRENT SURVEY CONTROL
 BZ0284  ___________________________________________________________________
 BZ0284* NAD 83(1986)-  31 59 31.     (N)    096 10 42.     (W)     SCALED    
 BZ0284* NAVD 88     -        95.311  (meters)     312.70   (feet)  ADJUSTED  
 BZ0284  ___________________________________________________________________
 BZ0284  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0284  DYNAMIC HT  -          95.200 (meters)     312.34  (feet)  COMP
 BZ0284  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 BZ0284
 BZ0284  VERT ORDER  -  SECOND    CLASS 0
 BZ0284
 BZ0284.The horizontal coordinates were scaled from a topographic map and have
 BZ0284.an estimated accuracy of +/- 6 seconds.
 BZ0284
 BZ0284.The orthometric height was determined by differential leveling
 BZ0284.and adjusted by the National Geodetic Survey in June 1991..
 BZ0284
 BZ0284.The geoid height was determined by GEOID03.
 BZ0284
 BZ0284.The dynamic height is computed by dividing the NAVD 88
 BZ0284.geopotential number by the normal gravity value computed on the
 BZ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0284.degrees latitude (g = 980.6199 gals.).
 BZ0284
 BZ0284.The modeled gravity was interpolated from observed gravity values.
 BZ0284
 BZ0284;                    North         East    Units  Estimated Accuracy
 BZ0284;SPC TXNC     - 2,038,500.      819,390.      MT  (+/- 180 meters Scaled)
 BZ0284
 BZ0284                          SUPERSEDED SURVEY CONTROL
 BZ0284
 BZ0284  NGVD 29 (??/??/92)   95.308  (m)          312.69   (f) ADJ UNCH    2 0
 BZ0284
 BZ0284.Superseded values are not recommended for survey control.
 BZ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0284.See file dsdata.txt to determine how the superseded data were derived.
 BZ0284
 BZ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA665430(NAD 83)
 BZ0284_MARKER: DB = BENCH MARK DISK
 BZ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0284_STAMPING: C 409 1947
 BZ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0284+STABILITY: SURFACE MOTION
 BZ0284
 BZ0284  HISTORY     - Date     Condition        Report By
 BZ0284  HISTORY     - 1947     MONUMENTED       CGS
 BZ0284
 BZ0284                          STATION DESCRIPTION
 BZ0284
 BZ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0284'12.2 MI W FROM CAYUAG.
 BZ0284'12.2 MILES WEST ALONG U.S. HIGHWAY NO.287 FROM THE POST OFFICE AT
 BZ0284'CAYUGA, 1.1 MILE EAST OF THE EAST END OF A VERY LONG CONCRETE BRIDGE
 BZ0284'OVER CHAMBERS CREEK, AT THE TOP OF A HILL, 50.5 FEET NORTH OF THE
 BZ0284'CENTER OF THE HIGHWAY, 10.0 FEET WEST OF A FENCE CORNER POST, 3.0 FEET
 BZ0284'EAST OF A REFERENCE POST, 1.5 FOOT NORTH OF THE NORTH RIGHT-OF-WAY
 BZ0284'FENCE, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE HIGHWAY AND
 BZ0284'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0311 ***********************************************************************
 BZ0311  DESIGNATION -  C 410
 BZ0311  PID         -  BZ0311
 BZ0311  STATE/COUNTY-  TX/FREESTONE
 BZ0311  USGS QUAD   -  YOUNG (1982)
 BZ0311
 BZ0311                         *CURRENT SURVEY CONTROL
 BZ0311  ___________________________________________________________________
 BZ0311* NAD 83(1986)-  31 49 55.     (N)    096 04 12.     (W)     SCALED    
 BZ0311* NAVD 88     -       101.034  (meters)     331.48   (feet)  ADJUSTED  
 BZ0311  ___________________________________________________________________
 BZ0311  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BZ0311  DYNAMIC HT  -         100.914 (meters)     331.08  (feet)  COMP
 BZ0311  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 BZ0311
 BZ0311  VERT ORDER  -  SECOND    CLASS 0
 BZ0311
 BZ0311.The horizontal coordinates were scaled from a topographic map and have
 BZ0311.an estimated accuracy of +/- 6 seconds.
 BZ0311
 BZ0311.The orthometric height was determined by differential leveling
 BZ0311.and adjusted by the National Geodetic Survey in June 1991..
 BZ0311
 BZ0311.The geoid height was determined by GEOID03.
 BZ0311
 BZ0311.The dynamic height is computed by dividing the NAVD 88
 BZ0311.geopotential number by the normal gravity value computed on the
 BZ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0311.degrees latitude (g = 980.6199 gals.).
 BZ0311
 BZ0311.The modeled gravity was interpolated from observed gravity values.
 BZ0311
 BZ0311;                    North         East    Units  Estimated Accuracy
 BZ0311;SPC TX C     - 3,247,780.    1,103,490.      MT  (+/- 180 meters Scaled)
 BZ0311
 BZ0311                          SUPERSEDED SURVEY CONTROL
 BZ0311
 BZ0311  NGVD 29 (??/??/92)  101.026  (m)          331.45   (f) ADJ UNCH    2 0
 BZ0311
 BZ0311.Superseded values are not recommended for survey control.
 BZ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0311.See file dsdata.txt to determine how the superseded data were derived.
 BZ0311
 BZ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA773255(NAD 83)
 BZ0311_MARKER: DB = BENCH MARK DISK
 BZ0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0311_STAMPING: C 410 1947
 BZ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0311+STABILITY: SURFACE MOTION
 BZ0311
 BZ0311  HISTORY     - Date     Condition        Report By
 BZ0311  HISTORY     - 1947     MONUMENTED       CGS
 BZ0311
 BZ0311                          STATION DESCRIPTION
 BZ0311
 BZ0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0311'1.0 MI S FROM YOUNG.
 BZ0311'1.0 MILE SOUTH ALONG A DIRT ROAD FROM THE GENERAL STORE AT YOUNG, 0.3
 BZ0311'MILE NORTH OF A 16 FOOT WOODEN BRIDGE OVER A DRY WASH, 26.0 FEET SOUTH
 BZ0311'OF THE CENTER OF A PRIVATE ROAD LEADING EAST TO A FARM HOUSE, 18.5
 BZ0311'FEET SOUTH OF A 2 1/2-FOOT OAK TREE WHICH IS BEING USED FOR A GATE
 BZ0311'POST, 16.0 FEET EAST OF THE CENTER OF THE ROAD, 2.0 FEET NORTH OF A
 BZ0311'REFERENCE POST, SET IN A CONCRETE POST ABOUT 1 FOOT ABOVE THE ROAD AND
 BZ0311'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0248 ***********************************************************************
 CS0248  DESIGNATION -  C 411
 CS0248  PID         -  CS0248
 CS0248  STATE/COUNTY-  TX/KAUFMAN
 CS0248  USGS QUAD   -  KAUFMAN (1963)
 CS0248
 CS0248                         *CURRENT SURVEY CONTROL
 CS0248  ___________________________________________________________________
 CS0248* NAD 83(1986)-  32 30 34.     (N)    096 16 23.     (W)     SCALED    
 CS0248* NAVD 88     -       122.392  (meters)     401.55   (feet)  ADJUSTED  
 CS0248  ___________________________________________________________________
 CS0248  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CS0248  DYNAMIC HT  -         122.254 (meters)     401.10  (feet)  COMP
 CS0248  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 CS0248
 CS0248  VERT ORDER  -  SECOND    CLASS 0
 CS0248
 CS0248.The horizontal coordinates were scaled from a topographic map and have
 CS0248.an estimated accuracy of +/- 6 seconds.
 CS0248
 CS0248.The orthometric height was determined by differential leveling
 CS0248.and adjusted by the National Geodetic Survey in June 1991..
 CS0248
 CS0248.The geoid height was determined by GEOID03.
 CS0248
 CS0248.The dynamic height is computed by dividing the NAVD 88
 CS0248.geopotential number by the normal gravity value computed on the
 CS0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0248.degrees latitude (g = 980.6199 gals.).
 CS0248
 CS0248.The modeled gravity was interpolated from observed gravity values.
 CS0248
 CS0248;                    North         East    Units  Estimated Accuracy
 CS0248;SPC TXNC     - 2,095,670.      809,230.      MT  (+/- 180 meters Scaled)
 CS0248
 CS0248                          SUPERSEDED SURVEY CONTROL
 CS0248
 CS0248  NGVD 29 (??/??/92)  122.413  (m)          401.62   (f) ADJ UNCH    2 0
 CS0248
 CS0248.Superseded values are not recommended for survey control.
 CS0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0248.See file dsdata.txt to determine how the superseded data were derived.
 CS0248
 CS0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB561001(NAD 83)
 CS0248_MARKER: DB = BENCH MARK DISK
 CS0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0248_SP_SET: CULVERT
 CS0248_STAMPING: C 411 1947
 CS0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0248
 CS0248  HISTORY     - Date     Condition        Report By
 CS0248  HISTORY     - 1947     MONUMENTED       CGS
 CS0248
 CS0248                          STATION DESCRIPTION
 CS0248
 CS0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0248'5.2 MI NW FROM KEMP.
 CS0248'5.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0248'STATION AT KEMP, 0.2 MILE SOUTH OF JIBA, 78 FEET WEST OF THE CENTER
 CS0248'LINE OF THE RAILROAD, 56 FEET NORTHWEST OF A POWER POLE, 15 FEET EAST
 CS0248'OF A FENCE, 10 FEET WEST OF THE CENTER LINE OF A ROAD.  A BRONZE DISK
 CS0248'SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A 3X5 FOOT
 CS0248'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0333 ***********************************************************************
 BZ0333  DESIGNATION -  C 413 RESET 1968
 BZ0333  PID         -  BZ0333
 BZ0333  STATE/COUNTY-  TX/FREESTONE
 BZ0333  USGS QUAD   -  YOUNG (1982)
 BZ0333
 BZ0333                         *CURRENT SURVEY CONTROL
 BZ0333  ___________________________________________________________________
 BZ0333* NAD 83(1986)-  31 49 14.     (N)    096 04 16.     (W)     SCALED    
 BZ0333* NAVD 88     -       108.95   (meters)     357.4    (feet)  RESET     
 BZ0333  ___________________________________________________________________
 BZ0333  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BZ0333
 BZ0333  VERT ORDER  -  THIRD
 BZ0333
 BZ0333.The horizontal coordinates were scaled from a topographic map and have
 BZ0333.an estimated accuracy of +/- 6 seconds.
 BZ0333
 BZ0333.The orthometric height was computed from unverified reset data.
 BZ0333
 BZ0333.The geoid height was determined by GEOID03.
 BZ0333
 BZ0333;                    North         East    Units  Estimated Accuracy
 BZ0333;SPC TX C     - 3,246,510.    1,103,430.      MT  (+/- 180 meters Scaled)
 BZ0333
 BZ0333                          SUPERSEDED SURVEY CONTROL
 BZ0333
 BZ0333.No superseded survey control is available for this station.
 BZ0333
 BZ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA772242(NAD 83)
 BZ0333_MARKER: DB = BENCH MARK DISK
 BZ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0333_STAMPING: C 413 RESET 1968
 BZ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0333+STABILITY: SURFACE MOTION
 BZ0333
 BZ0333  HISTORY     - Date     Condition        Report By
 BZ0333  HISTORY     - 1968     MONUMENTED       CGS
 BZ0333
 BZ0333                          STATION DESCRIPTION
 BZ0333
 BZ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BZ0333'9.3 MI NE FROM FAIRFIELD.
 BZ0333'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE IN
 BZ0333'FAIRFIELD, THENCE 1.8 MILES NORTHEAST ALONG FARM ROAD 488, THENCE 6.3
 BZ0333'MILES NORTHEAST ALONG FARM ROAD 1124, THENCE 1.05 MILES EAST ALONG
 BZ0333'FARM ROAD 2570 TO SITE OF BENCH MARK.  60 FEET NORTH OF THE CENTER
 BZ0333'LINE OF HIGHWAY, 112 FEET EAST OF A HIGH PRESSURE GAS LINE, 34 FEET
 BZ0333'SOUTHEAST OF A LONE OAK TREE, 4 FEET EAST OF A CORNER FENCE POST, 1
 BZ0333'FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A METAL WITNESS
 BZ0333'POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION 55 + 98.  A C AND GS
 BZ0333'BENCH MARK DISK SET IN A 10 X 10 IN.  CONCRETE WHICH PROJECTS 4 INCHES
 BZ0333'ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1843 ***********************************************************************
 BY1843  DESIGNATION -  C 415
 BY1843  PID         -  BY1843
 BY1843  STATE/COUNTY-  TX/LEON
 BY1843  USGS QUAD   -  EUNICE (1964)
 BY1843
 BY1843                         *CURRENT SURVEY CONTROL
 BY1843  ___________________________________________________________________
 BY1843* NAD 83(1986)-  31 18 31.     (N)    095 50 46.     (W)     SCALED    
 BY1843* NAVD 88     -       110.47   (+/-2cm)     362.4    (feet)  VERTCON   
 BY1843  ___________________________________________________________________
 BY1843  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BY1843
 BY1843  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1843
 BY1843.The horizontal coordinates were scaled from a topographic map and have
 BY1843.an estimated accuracy of +/- 6 seconds.
 BY1843
 BY1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1843.The vertical order pertains to the NGVD 29 superseded value.
 BY1843
 BY1843.The geoid height was determined by GEOID03.
 BY1843
 BY1843;                    North         East    Units  Estimated Accuracy
 BY1843;SPC TX C     - 3,190,630.    1,127,000.      MT  (+/- 180 meters Scaled)
 BY1843
 BY1843                          SUPERSEDED SURVEY CONTROL
 BY1843
 BY1843  NGVD 29 (??/??/92)  110.452  (m)          362.37   (f) ADJ UNCH    2 0
 BY1843
 BY1843.Superseded values are not recommended for survey control.
 BY1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1843.See file dsdata.txt to determine how the superseded data were derived.
 BY1843
 BY1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ291673(NAD 83)
 BY1843_MARKER: DB = BENCH MARK DISK
 BY1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1843_STAMPING: C 415 1947
 BY1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1843+STABILITY: SURFACE MOTION
 BY1843
 BY1843  HISTORY     - Date     Condition        Report By
 BY1843  HISTORY     - 1947     MONUMENTED       CGS
 BY1843
 BY1843                          STATION DESCRIPTION
 BY1843
 BY1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1843'9.0 MI E FROM CENTERVILLE.
 BY1843'ABOUT 9.0 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1843'CENTERVILLE, ACROSS THE HIGHWAY FROM A SMALL LOG HOUSE, 89.9 FEET
 BY1843'SOUTH OF A FOURTEEN INCH PINE TREE, 50.0 FEET SOUTH OF AND ABOUT LEVEL
 BY1843'WITH THE CENTER LINE OF THE HIGHWAY, 20.4 FEET EAST OF THE EAST END OF
 BY1843'A BOARD GATE, 1.0 FOOT NORTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4
 BY1843'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1843'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0447 ***********************************************************************
 BZ0447  DESIGNATION -  C 416
 BZ0447  PID         -  BZ0447
 BZ0447  STATE/COUNTY-  TX/LEON
 BZ0447  USGS QUAD   -  BUFFALO (1982)
 BZ0447
 BZ0447                         *CURRENT SURVEY CONTROL
 BZ0447  ___________________________________________________________________
 BZ0447* NAD 83(1986)-  31 27 23.     (N)    096 03 25.     (W)     SCALED    
 BZ0447* NAVD 88     -       104.122  (meters)     341.61   (feet)  ADJUSTED  
 BZ0447  ___________________________________________________________________
 BZ0447  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BZ0447  DYNAMIC HT  -         103.993 (meters)     341.18  (feet)  COMP
 BZ0447  MODELED GRAV-     979,407.5   (mgal)                       NAVD 88
 BZ0447
 BZ0447  VERT ORDER  -  FIRST     CLASS II
 BZ0447
 BZ0447.The horizontal coordinates were scaled from a topographic map and have
 BZ0447.an estimated accuracy of +/- 6 seconds.
 BZ0447
 BZ0447.The orthometric height was determined by differential leveling
 BZ0447.and adjusted by the National Geodetic Survey in June 1991..
 BZ0447
 BZ0447.The geoid height was determined by GEOID03.
 BZ0447
 BZ0447.The dynamic height is computed by dividing the NAVD 88
 BZ0447.geopotential number by the normal gravity value computed on the
 BZ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0447.degrees latitude (g = 980.6199 gals.).
 BZ0447
 BZ0447.The modeled gravity was interpolated from observed gravity values.
 BZ0447
 BZ0447;                    North         East    Units  Estimated Accuracy
 BZ0447;SPC TX C     - 3,206,210.    1,106,320.      MT  (+/- 180 meters Scaled)
 BZ0447
 BZ0447                          SUPERSEDED SURVEY CONTROL
 BZ0447
 BZ0447  NGVD 29 (??/??/92)  104.093  (m)          341.51   (f) ADJ UNCH    1 2
 BZ0447
 BZ0447.Superseded values are not recommended for survey control.
 BZ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0447.See file dsdata.txt to determine how the superseded data were derived.
 BZ0447
 BZ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV796839(NAD 83)
 BZ0447_MARKER: DB = BENCH MARK DISK
 BZ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0447_STAMPING: C 416 1947
 BZ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0447+STABILITY: SURFACE MOTION
 BZ0447
 BZ0447  HISTORY     - Date     Condition        Report By
 BZ0447  HISTORY     - 1947     MONUMENTED       CGS
 BZ0447  HISTORY     - 1980     GOOD             NGS
 BZ0447
 BZ0447                          STATION DESCRIPTION
 BZ0447
 BZ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0447'1.0 MI S FROM BUFFALO.
 BZ0447'TO REACH FROM THE POST OFFICE AT BUFFALO GO SOUTHWEST 0.4 MILE ALONG
 BZ0447'U.S.HIGHWAY NO.79, THENCE SOUTHEASTERLY 0.6 MILE ALONG U.S.HIGHWAY
 BZ0447'NO.75 TO SITE OF MARK, BENCH MARK IS 150.5 FEET EAST OF THE EAST END
 BZ0447'OF THE NORTH HEADWALL OF A CONCRETE CULVERT, 49.6 FEET NORTH OF AND
 BZ0447'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF A
 BZ0447'FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BZ0447'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1
 BZ0447'INCH ABOVE GROUND.
 BZ0447
 BZ0447                          STATION RECOVERY (1980)
 BZ0447
 BZ0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1676 ***********************************************************************
 BY1676  DESIGNATION -  C 417
 BY1676  PID         -  BY1676
 BY1676  STATE/COUNTY-  TX/LEON
 BY1676  USGS QUAD   -  FLO (1964)
 BY1676
 BY1676                         *CURRENT SURVEY CONTROL
 BY1676  ___________________________________________________________________
 BY1676* NAD 83(1986)-  31 26 39.     (N)    095 57 34.     (W)     SCALED    
 BY1676* NAVD 88     -       123.61   (+/-2cm)     405.5    (feet)  VERTCON   
 BY1676  ___________________________________________________________________
 BY1676  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BY1676
 BY1676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1676
 BY1676.The horizontal coordinates were scaled from a topographic map and have
 BY1676.an estimated accuracy of +/- 6 seconds.
 BY1676
 BY1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1676.The vertical order pertains to the NGVD 29 superseded value.
 BY1676
 BY1676.The geoid height was determined by GEOID03.
 BY1676
 BY1676;                    North         East    Units  Estimated Accuracy
 BY1676;SPC TX C     - 3,205,220.    1,115,630.      MT  (+/- 180 meters Scaled)
 BY1676
 BY1676                          SUPERSEDED SURVEY CONTROL
 BY1676
 BY1676  NGVD 29 (??/??/92)  123.576  (m)          405.43   (f) ADJ UNCH    2 0
 BY1676
 BY1676.Superseded values are not recommended for survey control.
 BY1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1676.See file dsdata.txt to determine how the superseded data were derived.
 BY1676
 BY1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ187826(NAD 83)
 BY1676_MARKER: DB = BENCH MARK DISK
 BY1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1676_STAMPING: C 417 1947
 BY1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1676+STABILITY: SURFACE MOTION
 BY1676
 BY1676  HISTORY     - Date     Condition        Report By
 BY1676  HISTORY     - 1947     MONUMENTED       CGS
 BY1676
 BY1676                          STATION DESCRIPTION
 BY1676
 BY1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1676'4.1 MI NW FROM FLO.
 BY1676'TO REACH FROM THE UNION CHURCH AT FLO GO NORTHWEST 3.2 MILES ALONG A
 BY1676'GRADED DIRT ROAD, THENCE NORTHERLY 0.9 MILE ALONG A GRADED DIRT ROAD
 BY1676'TO SITE OF MARK, BENCH MARK IS ABOUT 0.1 MILE SOUTHEAST OF A
 BY1676'FARMHOUSE, 47.4 FEET NORTHWEST OF AN EIGHTEEN INCH OAK TREE, 29.0 FEET
 BY1676'NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 17.0
 BY1676'FEET NORTHEAST OF A FENCE CORNER, 2.0 FEET SOUTHEAST OF A FENCE AND
 BY1676'1.0 FOOT SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK
 BY1676'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 BY1676'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0460 ***********************************************************************
 BZ0460  DESIGNATION -  C 418
 BZ0460  PID         -  BZ0460
 BZ0460  STATE/COUNTY-  TX/LEON
 BZ0460  USGS QUAD   -  BUFFALO (1982)
 BZ0460
 BZ0460                         *CURRENT SURVEY CONTROL
 BZ0460  ___________________________________________________________________
 BZ0460* NAD 83(1986)-  31 22 59.     (N)    096 06 54.     (W)     SCALED    
 BZ0460* NAVD 88     -       156.18   (+/-2cm)     512.4    (feet)  VERTCON   
 BZ0460  ___________________________________________________________________
 BZ0460  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BZ0460
 BZ0460  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0460
 BZ0460.The horizontal coordinates were scaled from a topographic map and have
 BZ0460.an estimated accuracy of +/- 6 seconds.
 BZ0460
 BZ0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0460.The vertical order pertains to the NGVD 29 superseded value.
 BZ0460
 BZ0460.The geoid height was determined by GEOID03.
 BZ0460
 BZ0460;                    North         East    Units  Estimated Accuracy
 BZ0460;SPC TX C     - 3,197,880.    1,101,120.      MT  (+/- 180 meters Scaled)
 BZ0460
 BZ0460                          SUPERSEDED SURVEY CONTROL
 BZ0460
 BZ0460  NGVD 29 (??/??/92)  156.151  (m)          512.31   (f) ADJ UNCH    2 0
 BZ0460
 BZ0460.Superseded values are not recommended for survey control.
 BZ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0460.See file dsdata.txt to determine how the superseded data were derived.
 BZ0460
 BZ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV743756(NAD 83)
 BZ0460_MARKER: DB = BENCH MARK DISK
 BZ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0460_STAMPING: C 418 1947
 BZ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0460+STABILITY: SURFACE MOTION
 BZ0460
 BZ0460  HISTORY     - Date     Condition        Report By
 BZ0460  HISTORY     - 1947     MONUMENTED       CGS
 BZ0460  HISTORY     - 1980     GOOD             NGS
 BZ0460
 BZ0460                          STATION DESCRIPTION
 BZ0460
 BZ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0460'4.0 MI E FROM JEWETT.
 BZ0460'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEAST 2.9 MILES
 BZ0460'ALONG U.S.HIGHWAY NO.79, THENCE SOUTHEAST 1.1 MILES ALONG A GRADED
 BZ0460'DIRT ROAD TO SITE OF MARK, BENCH MARK IS 53.6 FEET WEST OF AND ABOUT
 BZ0460'2.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 41.5 FEET EAST OF
 BZ0460'THE EAST END OF THE GATE AT THE ENTRANCE TO THE RUSSEL CEMETERY, 24.0
 BZ0460'FEET WEST OF A FENCE CORNER, 1.5 FEET NORTH OF A FENCE AND 1.0 FOOT
 BZ0460'EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BZ0460'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 BZ0460
 BZ0460                          STATION RECOVERY (1980)
 BZ0460
 BZ0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0460'NOTE-NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0483 ***********************************************************************
 BZ0483  DESIGNATION -  C 419
 BZ0483  PID         -  BZ0483
 BZ0483  STATE/COUNTY-  TX/LEON
 BZ0483  USGS QUAD   -  SPRING SEAT (1982)
 BZ0483
 BZ0483                         *CURRENT SURVEY CONTROL
 BZ0483  ___________________________________________________________________
 BZ0483* NAD 83(1986)-  31 07 53.     (N)    096 05 20.     (W)     SCALED    
 BZ0483* NAVD 88     -       146.47   (+/-2cm)     480.5    (feet)  VERTCON   
 BZ0483  ___________________________________________________________________
 BZ0483  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BZ0483
 BZ0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0483
 BZ0483.The horizontal coordinates were scaled from a topographic map and have
 BZ0483.an estimated accuracy of +/- 6 seconds.
 BZ0483
 BZ0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0483.The vertical order pertains to the NGVD 29 superseded value.
 BZ0483
 BZ0483.The geoid height was determined by GEOID03.
 BZ0483
 BZ0483;                    North         East    Units  Estimated Accuracy
 BZ0483;SPC TX C     - 3,170,090.    1,104,660.      MT  (+/- 180 meters Scaled)
 BZ0483
 BZ0483                          SUPERSEDED SURVEY CONTROL
 BZ0483
 BZ0483  NGVD 29 (??/??/92)  146.448  (m)          480.47   (f) ADJ UNCH    2 0
 BZ0483
 BZ0483.Superseded values are not recommended for survey control.
 BZ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0483.See file dsdata.txt to determine how the superseded data were derived.
 BZ0483
 BZ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV775478(NAD 83)
 BZ0483_MARKER: DB = BENCH MARK DISK
 BZ0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0483_STAMPING: C 419 1947
 BZ0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0483+STABILITY: SURFACE MOTION
 BZ0483
 BZ0483  HISTORY     - Date     Condition        Report By
 BZ0483  HISTORY     - 1947     MONUMENTED       CGS
 BZ0483
 BZ0483                          STATION DESCRIPTION
 BZ0483
 BZ0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0483'2.8 MI SE FROM FLYNN.
 BZ0483'TO REACH FROM THE POST OFFICE AT FLYNN GO SOUTHEAST 2.8 MILES ALONG A
 BZ0483'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A RIGHT ANGLE TURN
 BZ0483'IN THE ROAD, 22.2 FEET NORTH OF THE EXTENDED CENTER LINE OF ROAD
 BZ0483'LEADING WEST, 20.0 FEET EAST OF EXTENDED CENTER LINE OF ROAD LEADING
 BZ0483'SOUTH, 11.5 FEET WEST OF A FENCE CORNER, 4.0 FEET NORTH OF A FENCE AND
 BZ0483'1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK
 BZ0483'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BZ0483'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1872 ***********************************************************************
 BY1872  DESIGNATION -  C 420
 BY1872  PID         -  BY1872
 BY1872  STATE/COUNTY-  TX/LEON
 BY1872  USGS QUAD   -  MIDDLETON (1972)
 BY1872
 BY1872                         *CURRENT SURVEY CONTROL
 BY1872  ___________________________________________________________________
 BY1872* NAD 83(1986)-  31 13 32.     (N)    095 46 41.     (W)     SCALED    
 BY1872* NAVD 88     -        69.01   (+/-2cm)     226.4    (feet)  VERTCON   
 BY1872  ___________________________________________________________________
 BY1872  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BY1872
 BY1872  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1872
 BY1872.The horizontal coordinates were scaled from a topographic map and have
 BY1872.an estimated accuracy of +/- 6 seconds.
 BY1872
 BY1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1872.The vertical order pertains to the NGVD 29 superseded value.
 BY1872
 BY1872.The geoid height was determined by GEOID03.
 BY1872
 BY1872;                    North         East    Units  Estimated Accuracy
 BY1872;SPC TX C     - 3,181,700.    1,133,850.      MT  (+/- 180 meters Scaled)
 BY1872
 BY1872                          SUPERSEDED SURVEY CONTROL
 BY1872
 BY1872  NGVD 29 (??/??/92)   69.004  (m)          226.39   (f) ADJ UNCH    2 0
 BY1872
 BY1872.Superseded values are not recommended for survey control.
 BY1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1872.See file dsdata.txt to determine how the superseded data were derived.
 BY1872
 BY1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ353579(NAD 83)
 BY1872_MARKER: DB = BENCH MARK DISK
 BY1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1872_STAMPING: C 420 1947
 BY1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1872+STABILITY: SURFACE MOTION
 BY1872
 BY1872  HISTORY     - Date     Condition        Report By
 BY1872  HISTORY     - 1947     MONUMENTED       CGS
 BY1872
 BY1872                          STATION DESCRIPTION
 BY1872
 BY1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1872'7.5 MI NE FROM MIDDLETON.
 BY1872'TO REACH FROM THE POST OFFICE AT MIDDLETON GO EAST 1.1 MILES ALONG A
 BY1872'GRADED DIRT ROAD, THENCE NORTH 3.5 MILES ALONG A GRADED DIRT ROAD,
 BY1872'THENCE EAST 2.9 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 BY1872'MARK IS 84.0 FEET EAST OF A LONE EIGHTEEN INCH OAK TREE, 30.6 FEET
 BY1872'WEST OF A SIXTEEN INCH OAK TREE, 25.0 FEET NORTH OF AND ABOUT LEVEL
 BY1872'WITH THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A FENCE AND 1.5
 BY1872'FEET EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BY1872'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0295 ***********************************************************************
 BZ0295  DESIGNATION -  C 421
 BZ0295  PID         -  BZ0295
 BZ0295  STATE/COUNTY-  TX/FREESTONE
 BZ0295  USGS QUAD   -  WINKLER (1982)
 BZ0295
 BZ0295                         *CURRENT SURVEY CONTROL
 BZ0295  ___________________________________________________________________
 BZ0295* NAD 83(1986)-  31 53 05.     (N)    096 09 56.     (W)     SCALED    
 BZ0295* NAVD 88     -        99.869  (meters)     327.65   (feet)  ADJUSTED  
 BZ0295  ___________________________________________________________________
 BZ0295  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0295  DYNAMIC HT  -          99.752 (meters)     327.27  (feet)  COMP
 BZ0295  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 BZ0295
 BZ0295  VERT ORDER  -  SECOND    CLASS 0
 BZ0295
 BZ0295.The horizontal coordinates were scaled from a topographic map and have
 BZ0295.an estimated accuracy of +/- 6 seconds.
 BZ0295
 BZ0295.The orthometric height was determined by differential leveling
 BZ0295.and adjusted by the National Geodetic Survey in June 1991..
 BZ0295
 BZ0295.The geoid height was determined by GEOID03.
 BZ0295
 BZ0295.The dynamic height is computed by dividing the NAVD 88
 BZ0295.geopotential number by the normal gravity value computed on the
 BZ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0295.degrees latitude (g = 980.6199 gals.).
 BZ0295
 BZ0295.The modeled gravity was interpolated from observed gravity values.
 BZ0295
 BZ0295;                    North         East    Units  Estimated Accuracy
 BZ0295;SPC TX C     - 3,253,280.    1,094,230.      MT  (+/- 180 meters Scaled)
 BZ0295
 BZ0295                          SUPERSEDED SURVEY CONTROL
 BZ0295
 BZ0295  NGVD 29 (??/??/92)   99.859  (m)          327.62   (f) ADJ UNCH    2 0
 BZ0295
 BZ0295.Superseded values are not recommended for survey control.
 BZ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0295.See file dsdata.txt to determine how the superseded data were derived.
 BZ0295
 BZ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA681311(NAD 83)
 BZ0295_MARKER: DB = BENCH MARK DISK
 BZ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0295_STAMPING: C 421 1947
 BZ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0295+STABILITY: SURFACE MOTION
 BZ0295
 BZ0295  HISTORY     - Date     Condition        Report By
 BZ0295  HISTORY     - 1947     MONUMENTED       CGS
 BZ0295  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0295
 BZ0295                          STATION DESCRIPTION
 BZ0295
 BZ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0295'5.9 MI NE FROM STEWARDS MILL.
 BZ0295'5.9 MILES NORTHEAST ALONG A DIRT ROAD (THE OLD STEWARDS MILL-ST. ELMO
 BZ0295'ROAD) FROM THE CROSS ROADS AT STEWARDS MILL, AT AN OLD ABANDONED
 BZ0295'HOMESTEAD SITE, 31.0 FEET SOUTH OF THE CENTER OF AN OLD DIM ROAD
 BZ0295'LEADING WEST TO THE HOMESTEAD SITE, 24.0 FEET SOUTH OF A 1 1/2-FOOT
 BZ0295'OAK TREE WHICH IS BEING USED FOR A GATE POST, 21.0 FEET WEST OF THE
 BZ0295'CENTER OF THE MAIN ROAD, 15.5 FEET EAST OF A 2 1/2-FOOT OAK TREE WHICH
 BZ0295'HAS A NUMBER OF LARGE KNOTS ON THE TRUNK, 5.5 FEET WEST OF A
 BZ0295'NORTH-SOUTH FENCE LINE, 2.0 FEET NORTH OF A REFERENCE POST, SET IN A
 BZ0295'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.3
 BZ0295'FOOT.
 BZ0295
 BZ0295                          STATION RECOVERY (2002)
 BZ0295
 BZ0295'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0295'RESTRICTED AREA - SOUR GAS FIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0251 ***********************************************************************
 BZ0251  DESIGNATION -  C 422
 BZ0251  PID         -  BZ0251
 BZ0251  STATE/COUNTY-  TX/NAVARRO
 BZ0251  USGS QUAD   -  WINKLER (1982)
 BZ0251
 BZ0251                         *CURRENT SURVEY CONTROL
 BZ0251  ___________________________________________________________________
 BZ0251* NAD 83(1986)-  31 58 19.     (N)    096 07 32.     (W)     SCALED    
 BZ0251* NAVD 88     -        88.967  (meters)     291.89   (feet)  ADJUSTED  
 BZ0251  ___________________________________________________________________
 BZ0251  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 BZ0251  DYNAMIC HT  -          88.863 (meters)     291.54  (feet)  COMP
 BZ0251  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 BZ0251
 BZ0251  VERT ORDER  -  SECOND    CLASS 0
 BZ0251
 BZ0251.The horizontal coordinates were scaled from a topographic map and have
 BZ0251.an estimated accuracy of +/- 6 seconds.
 BZ0251
 BZ0251.The orthometric height was determined by differential leveling
 BZ0251.and adjusted by the National Geodetic Survey in June 1991..
 BZ0251
 BZ0251.The geoid height was determined by GEOID03.
 BZ0251
 BZ0251.The dynamic height is computed by dividing the NAVD 88
 BZ0251.geopotential number by the normal gravity value computed on the
 BZ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0251.degrees latitude (g = 980.6199 gals.).
 BZ0251
 BZ0251.The modeled gravity was interpolated from observed gravity values.
 BZ0251
 BZ0251;                    North         East    Units  Estimated Accuracy
 BZ0251;SPC TXNC     - 2,036,390.      824,430.      MT  (+/- 180 meters Scaled)
 BZ0251
 BZ0251                          SUPERSEDED SURVEY CONTROL
 BZ0251
 BZ0251  NGVD 29 (??/??/92)   88.965  (m)          291.88   (f) ADJ UNCH    2 0
 BZ0251
 BZ0251.Superseded values are not recommended for survey control.
 BZ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0251.See file dsdata.txt to determine how the superseded data were derived.
 BZ0251
 BZ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA716409(NAD 83)
 BZ0251_MARKER: DB = BENCH MARK DISK
 BZ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0251_STAMPING: C 422 1947
 BZ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0251+STABILITY: SURFACE MOTION
 BZ0251
 BZ0251  HISTORY     - Date     Condition        Report By
 BZ0251  HISTORY     - 1947     MONUMENTED       CGS
 BZ0251  HISTORY     - 1960     GOOD             USGS
 BZ0251
 BZ0251                          STATION DESCRIPTION
 BZ0251
 BZ0251'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BZ0251'10.2 MI NW FROM CAYUGAS.
 BZ0251'9.2 MILES N.W. ALONG U.S. 287 FROM THE P.O. AT CAYUGA.  THENCE 1.0
 BZ0251'MILES S.E. ALONG A GRADED DIRT ROAD TO THE SITE OF THE BENCH MARK. THE
 BZ0251'MARK IS 113 FEET SOUTH OF THE SOUTH CORNER OF A FARMHOUSE, 70 FEET
 BZ0251'NORTHWEST OF A FENCE CORNER AND ACROSS THE ROAD FROM IT, 20 FEET
 BZ0251'NORTHEAST OF AND 1 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 28
 BZ0251'FEET SOUTHEAST OF THE SOUTHEAST END OF A GATE, 6 FEET NORTHEAST OF A
 BZ0251'FENCE, AND 2 FEET SOUTHEAST OF A 4X4 MARKER POST.  A BRONZE DISK SET
 BZ0251'IN THE TOP OF A CONCRETE POST AND PROJECTS 1 INCH ABOVE THE SURFACE OF
 BZ0251'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0800 ***********************************************************************
 GL0800  DESIGNATION -  C 423
 GL0800  PID         -  GL0800
 GL0800  STATE/COUNTY-  TX/DALLAM
 GL0800  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0800
 GL0800                         *CURRENT SURVEY CONTROL
 GL0800  ___________________________________________________________________
 GL0800* NAD 83(1986)-  36 21 03.     (N)    103 01 44.     (W)     SCALED    
 GL0800* NAVD 88     -      1423.561  (meters)    4670.47   (feet)  ADJUSTED  
 GL0800  ___________________________________________________________________
 GL0800  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 GL0800  DYNAMIC HT  -        1421.889 (meters)    4664.98  (feet)  COMP
 GL0800  MODELED GRAV-     979,408.4   (mgal)                       NAVD 88
 GL0800
 GL0800  VERT ORDER  -  SECOND    CLASS 0
 GL0800
 GL0800.The horizontal coordinates were scaled from a topographic map and have
 GL0800.an estimated accuracy of +/- 6 seconds.
 GL0800
 GL0800.The orthometric height was determined by differential leveling
 GL0800.and adjusted by the National Geodetic Survey in June 1991..
 GL0800
 GL0800.The geoid height was determined by GEOID03.
 GL0800
 GL0800.The dynamic height is computed by dividing the NAVD 88
 GL0800.geopotential number by the normal gravity value computed on the
 GL0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0800.degrees latitude (g = 980.6199 gals.).
 GL0800
 GL0800.The modeled gravity was interpolated from observed gravity values.
 GL0800
 GL0800;                    North         East    Units  Estimated Accuracy
 GL0800;SPC TX N     - 1,261,870.       62,760.      MT  (+/- 180 meters Scaled)
 GL0800
 GL0800                          SUPERSEDED SURVEY CONTROL
 GL0800
 GL0800  NGVD 29 (??/??/92) 1422.882  (m)         4668.24   (f) ADJ UNCH    2 0
 GL0800
 GL0800.Superseded values are not recommended for survey control.
 GL0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0800.See file dsdata.txt to determine how the superseded data were derived.
 GL0800
 GL0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA768246(NAD 83)
 GL0800_MARKER: DB = BENCH MARK DISK
 GL0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0800_STAMPING: C 423 1955
 GL0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0800+STABILITY: SURFACE MOTION
 GL0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0800+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0800
 GL0800  HISTORY     - Date     Condition        Report By
 GL0800  HISTORY     - 1955     MONUMENTED       CGS
 GL0800  HISTORY     - 20050806 GOOD             USPSQD
 GL0800
 GL0800                          STATION DESCRIPTION
 GL0800
 GL0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0800'1.8 MI S FROM TEXLINE.
 GL0800'1.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0800'CITY RAILROAD STATION AT TEXLINE, 22 FEET NORTHWEST OF THE NORTHWEST
 GL0800'CORNER OF A HOUSE, 41 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 GL0800'DRIVEWAY, 130 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 1.4 FEET
 GL0800'NORTHWEST OF THE NORTHWEST CORNER OF A ROCK RETAINING WALL AROUND A
 GL0800'YARD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 GL0800'THE GROUND.
 GL0800
 GL0800                          STATION RECOVERY (2005)
 GL0800
 GL0800'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0800'FOUND IN VERY GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0200 ***********************************************************************
 EN0200  DESIGNATION -  C 425
 EN0200  PID         -  EN0200
 EN0200  STATE/COUNTY-  TX/DONLEY
 EN0200  USGS QUAD   -  MC KNIGHT (1982)
 EN0200
 EN0200                         *CURRENT SURVEY CONTROL
 EN0200  ___________________________________________________________________
 EN0200* NAD 83(1986)-  34 54 26.     (N)    100 36 34.     (W)     SCALED    
 EN0200* NAVD 88     -       753.553  (meters)    2472.28   (feet)  POSTED    
 EN0200  ___________________________________________________________________
 EN0200  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EN0200  DYNAMIC HT  -         752.700 (meters)    2469.48  (feet)  COMP
 EN0200  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 EN0200
 EN0200  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0200
 EN0200.The horizontal coordinates were scaled from a topographic map and have
 EN0200.an estimated accuracy of +/- 6 seconds.
 EN0200
 EN0200.The orthometric height was determined by differential leveling
 EN0200.and adjusted by the National Geodetic Survey in 1992..
 EN0200.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0200.rate of 1.1 thru 2.0 mm/km.
 EN0200
 EN0200.The geoid height was determined by GEOID03.
 EN0200
 EN0200.The dynamic height is computed by dividing the NAVD 88
 EN0200.geopotential number by the normal gravity value computed on the
 EN0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0200.degrees latitude (g = 980.6199 gals.).
 EN0200
 EN0200.The modeled gravity was interpolated from observed gravity values.
 EN0200
 EN0200;                    North         East    Units  Estimated Accuracy
 EN0200;SPC TX N     - 1,101,010.      281,380.      MT  (+/- 180 meters Scaled)
 EN0200
 EN0200                          SUPERSEDED SURVEY CONTROL
 EN0200
 EN0200  NGVD 29 (??/??/92)  753.220  (m)         2471.19   (f) ADJ UNCH    2 0
 EN0200
 EN0200.Superseded values are not recommended for survey control.
 EN0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0200.See file dsdata.txt to determine how the superseded data were derived.
 EN0200
 EN0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD529639(NAD 83)
 EN0200_MARKER: DB = BENCH MARK DISK
 EN0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0200_STAMPING: C 425 1934
 EN0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0200+STABILITY: SURFACE MOTION
 EN0200
 EN0200  HISTORY     - Date     Condition        Report By
 EN0200  HISTORY     - 1934     MONUMENTED       CGS
 EN0200  HISTORY     - 1948     MARK NOT FOUND   NGS
 EN0200  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0200
 EN0200                          STATION DESCRIPTION
 EN0200
 EN0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EN0200'5.4 MI NE FROM HEDLEY.
 EN0200'5.4 MILES NORTHEAST ALONG STATE HIGHWAY 203 FROM HEDLEY, DONLEY
 EN0200'COUNTY, 200 YARDS WEST OF A HIGHWAY SIGN, 24 FEET SOUTH OF THE
 EN0200'CENTERLINE OF THE HIGHWAY, 32 FEET WEST OF A FENCE CORNER, 3 FEET WEST
 EN0200'OF A POLE, AND SET IN THE TOP OF A CONCRETE POST.
 EN0200
 EN0200                          STATION RECOVERY (1984)
 EN0200
 EN0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0058 ***********************************************************************
 EN0058  DESIGNATION -  C 426
 EN0058  PID         -  EN0058
 EN0058  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0058  USGS QUAD   -  SHINNERY CREEK (1959)
 EN0058
 EN0058                         *CURRENT SURVEY CONTROL
 EN0058  ___________________________________________________________________
 EN0058* NAD 83(1986)-  34 53 33.     (N)    100 01 35.     (W)     SCALED    
 EN0058* NAVD 88     -       595.500  (meters)    1953.74   (feet)  POSTED    
 EN0058  ___________________________________________________________________
 EN0058  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EN0058  DYNAMIC HT  -         594.840 (meters)    1951.57  (feet)  COMP
 EN0058  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 EN0058
 EN0058  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0058
 EN0058.The horizontal coordinates were scaled from a topographic map and have
 EN0058.an estimated accuracy of +/- 6 seconds.
 EN0058
 EN0058.The orthometric height was determined by differential leveling
 EN0058.and adjusted by the National Geodetic Survey in 1992..
 EN0058.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0058.rate of 1.1 thru 2.0 mm/km.
 EN0058
 EN0058.The geoid height was determined by GEOID03.
 EN0058
 EN0058.The dynamic height is computed by dividing the NAVD 88
 EN0058.geopotential number by the normal gravity value computed on the
 EN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0058.degrees latitude (g = 980.6199 gals.).
 EN0058
 EN0058.The modeled gravity was interpolated from observed gravity values.
 EN0058
 EN0058;                    North         East    Units  Estimated Accuracy
 EN0058;SPC TX N     - 1,100,020.      334,690.      MT  (+/- 180 meters Scaled)
 EN0058
 EN0058                          SUPERSEDED SURVEY CONTROL
 EN0058
 EN0058  NGVD 29 (??/??/92)  595.214  (m)         1952.80   (f) ADJ UNCH    2 0
 EN0058
 EN0058.Superseded values are not recommended for survey control.
 EN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0058.See file dsdata.txt to determine how the superseded data were derived.
 EN0058
 EN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD062616(NAD 83)
 EN0058_MARKER: DB = BENCH MARK DISK
 EN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0058_STAMPING: C 426 1934
 EN0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0058+STABILITY: SURFACE MOTION
 EN0058
 EN0058  HISTORY     - Date     Condition        Report By
 EN0058  HISTORY     - 1934     MONUMENTED       CGS
 EN0058  HISTORY     - 1959     MARK NOT FOUND   NGS
 EN0058
 EN0058                          STATION DESCRIPTION
 EN0058
 EN0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EN0058'9.9 MI W FROM VINSON.
 EN0058'IN COLLINGSWORTH COUNTY, TEXAS, 9.9 MILES WEST ALONG OKLAHOMA STATE
 EN0058'HIGHWAY 9 AND OLD TEXAS STATE HIGHWAY 52 FROM THE POST OFFICE AT
 EN0058'VINSON, HARMON COUNTY, OKLAHOMA, 50 YARDS WEST OF THE W. C. REEVES
 EN0058'SERVICE STATION, AT A CURVE, 84 FEET EAST OF THE CENTERLINE OF THE
 EN0058'HIGHWAY, 45 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF THE FENCE,
 EN0058'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0024 ***********************************************************************
 EN0024  DESIGNATION -  C 427
 EN0024  PID         -  EN0024
 EN0024  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0024  USGS QUAD   -  WELLINGTON (1982)
 EN0024
 EN0024                         *CURRENT SURVEY CONTROL
 EN0024  ___________________________________________________________________
 EN0024* NAD 83(1986)-  34 46 27.     (N)    100 11 17.     (W)     SCALED    
 EN0024* NAVD 88     -       594.642  (meters)    1950.92   (feet)  ADJUSTED  
 EN0024  ___________________________________________________________________
 EN0024  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 EN0024  DYNAMIC HT  -         593.975 (meters)    1948.73  (feet)  COMP
 EN0024  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 EN0024
 EN0024  VERT ORDER  -  SECOND    CLASS 0
 EN0024
 EN0024.The horizontal coordinates were scaled from a topographic map and have
 EN0024.an estimated accuracy of +/- 6 seconds.
 EN0024
 EN0024.The orthometric height was determined by differential leveling
 EN0024.and adjusted by the National Geodetic Survey in June 1991..
 EN0024
 EN0024.The geoid height was determined by GEOID03.
 EN0024
 EN0024.The dynamic height is computed by dividing the NAVD 88
 EN0024.geopotential number by the normal gravity value computed on the
 EN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0024.degrees latitude (g = 980.6199 gals.).
 EN0024
 EN0024.The modeled gravity was interpolated from observed gravity values.
 EN0024
 EN0024;                    North         East    Units  Estimated Accuracy
 EN0024;SPC TX N     - 1,086,680.      320,090.      MT  (+/- 180 meters Scaled)
 EN0024
 EN0024                          SUPERSEDED SURVEY CONTROL
 EN0024
 EN0024  NGVD 29 (??/??/92)  594.338  (m)         1949.92   (f) ADJ UNCH    2 0
 EN0024
 EN0024.Superseded values are not recommended for survey control.
 EN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0024.See file dsdata.txt to determine how the superseded data were derived.
 EN0024
 EN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD912486(NAD 83)
 EN0024_MARKER: DB = BENCH MARK DISK
 EN0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0024_STAMPING: C-427 1934
 EN0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0024+STABILITY: SURFACE MOTION
 EN0024
 EN0024  HISTORY     - Date     Condition        Report By
 EN0024  HISTORY     - 1934     MONUMENTED       CGS
 EN0024  HISTORY     - 1953     MARK NOT FOUND   NGS
 EN0024
 EN0024                          STATION DESCRIPTION
 EN0024
 EN0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0024'6.4 MI S FROM WELLINGTON.
 EN0024'6.4 MI. S. OF ALONG U.S. NO. 83.  IN THE CENTER OF A LONG CURVE, ABOUT
 EN0024'70 YDS. N OF A HWY. SIGN, 51 FT. W. OF CENTER LINE OF HWY., AND 2 FT.
 EN0024'E. OF FENCE LINE.
 EN0024
 EN0024                          STATION RECOVERY (1953)
 EN0024
 EN0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 EN0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0899 ***********************************************************************
 FL0899  DESIGNATION -  C 428
 FL0899  PID         -  FL0899
 FL0899  STATE/COUNTY-  TX/ARMSTRONG
 FL0899  USGS QUAD   -  GOODNIGHT (1983)
 FL0899
 FL0899                         *CURRENT SURVEY CONTROL
 FL0899  ___________________________________________________________________
 FL0899* NAD 83(1986)-  35 02 04.     (N)    101 10 50.     (W)     SCALED    
 FL0899* NAVD 88     -       957.165  (meters)    3140.30   (feet)  ADJUSTED  
 FL0899  ___________________________________________________________________
 FL0899  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 FL0899  DYNAMIC HT  -         956.046 (meters)    3136.63  (feet)  COMP
 FL0899  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 FL0899
 FL0899  VERT ORDER  -  SECOND    CLASS 0
 FL0899
 FL0899.The horizontal coordinates were scaled from a topographic map and have
 FL0899.an estimated accuracy of +/- 6 seconds.
 FL0899
 FL0899.The orthometric height was determined by differential leveling
 FL0899.and adjusted by the National Geodetic Survey in June 1991..
 FL0899
 FL0899.The geoid height was determined by GEOID03.
 FL0899
 FL0899.The dynamic height is computed by dividing the NAVD 88
 FL0899.geopotential number by the normal gravity value computed on the
 FL0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0899.degrees latitude (g = 980.6199 gals.).
 FL0899
 FL0899.The modeled gravity was interpolated from observed gravity values.
 FL0899
 FL0899;                    North         East    Units  Estimated Accuracy
 FL0899;SPC TX N     - 1,114,810.      229,150.      MT  (+/- 180 meters Scaled)
 FL0899
 FL0899                          SUPERSEDED SURVEY CONTROL
 FL0899
 FL0899  NGVD 29 (??/??/92)  956.709  (m)         3138.80   (f) ADJ UNCH    2 0
 FL0899
 FL0899.Superseded values are not recommended for survey control.
 FL0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0899.See file dsdata.txt to determine how the superseded data were derived.
 FL0899
 FL0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD010790(NAD 83)
 FL0899_MARKER: DB = BENCH MARK DISK
 FL0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0899_STAMPING: C 428 1934
 FL0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0899+STABILITY: SURFACE MOTION
 FL0899
 FL0899  HISTORY     - Date     Condition        Report By
 FL0899  HISTORY     - 1934     MONUMENTED       CGS
 FL0899  HISTORY     - 1964     GOOD             NGS
 FL0899
 FL0899                          STATION DESCRIPTION
 FL0899
 FL0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FL0899'0.3 MI E FROM GOODNIGHT.
 FL0899'0.3 MILE EAST ALONG THE FORT WORTH AND DENVER RAILWAY FROM GOODNIGHT,
 FL0899'90 YARDS EAST OF AN ELEVATOR BUILDING, 179 FEET NORTH OF THE
 FL0899'CENTERLINE OF THE DIVIDING STRIP OF U.S. HIGHWAY 287, 50 FEET SOUTH OF
 FL0899'THE CENTERLINE OF THE MAIN TRACK, AND 20 FEET WEST OF A POLE, AND SET
 FL0899'IN THE TOP OF A CONCRETE POST.  NOTE-- U.S. HIGHWAY 287 HAS BEEN
 FL0899'REBUILT AND THE OLD HIGHWAY USED FOR A SERVICE ROAD, ALONG THE NORTH
 FL0899'SIDE OF U. S. HIGHWAY 287.  A METAL WITNESS POST WAS SET 1.8 FEET EAST
 FL0899'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2087 ***********************************************************************
 FL2087  DESIGNATION -  C 428 RESET
 FL2087  PID         -  FL2087
 FL2087  STATE/COUNTY-  TX/ARMSTRONG
 FL2087  USGS QUAD   -  GOODNIGHT (1983)
 FL2087
 FL2087                         *CURRENT SURVEY CONTROL
 FL2087  ___________________________________________________________________
 FL2087* NAD 83(1986)-  35 02 04.     (N)    101 10 50.     (W)     SCALED    
 FL2087* NAVD 88     -       957.09   (meters)    3140.1    (feet)  RESET     
 FL2087  ___________________________________________________________________
 FL2087  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 FL2087
 FL2087  VERT ORDER  -  THIRD
 FL2087
 FL2087.The horizontal coordinates were scaled from a topographic map and have
 FL2087.an estimated accuracy of +/- 6 seconds.
 FL2087
 FL2087.The orthometric height was computed from unverified reset data.
 FL2087.No vertical observational check was made to the station.
 FL2087
 FL2087.The geoid height was determined by GEOID03.
 FL2087
 FL2087;                    North         East    Units  Estimated Accuracy
 FL2087;SPC TX N     - 1,114,810.      229,150.      MT  (+/- 180 meters Scaled)
 FL2087
 FL2087                          SUPERSEDED SURVEY CONTROL
 FL2087
 FL2087  NGVD 29 (01/29/03)  956.63   (m)         3138.5    (f) RESET       3  
 FL2087
 FL2087.Superseded values are not recommended for survey control.
 FL2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2087.See file dsdata.txt to determine how the superseded data were derived.
 FL2087
 FL2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD010790(NAD 83)
 FL2087_MARKER: DB = BENCH MARK DISK
 FL2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2087_SP_SET: CONCRETE POST
 FL2087_STAMPING: C 428 RESET 1981
 FL2087_MARK LOGO: NGS   
 FL2087_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2087+STABILITY: SURFACE MOTION
 FL2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL2087+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 FL2087
 FL2087  HISTORY     - Date     Condition        Report By
 FL2087  HISTORY     - 1981     MONUMENTED       NGS
 FL2087  HISTORY     - 20040804 GOOD             USPSQD
 FL2087
 FL2087                          STATION DESCRIPTION
 FL2087
 FL2087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FL2087'0.3 MI (0.5 KM) EAST OF THE POST OFFICE IN GOODNIGHT ALONG THE WEST
 FL2087'RIGHT-OF-WAY OF U.S. HIGHWAY 287, ON THE EAST EDGE OF GOODNIGHT,
 FL2087'76.0FT NORTH OF THE WEST BOUND LANE, 50.0 FT (15.2 M) SOUTH OF THE
 FL2087'CENTER OF A RAILROAD TRACK 9.0 FT (2.7 M) SOUTHEAST OF A WITNESS POST
 FL2087'AND 6.2 FT (1.9 M) WEST OF AN UTILITY POLE.
 FL2087
 FL2087                          STATION RECOVERY (2004)
 FL2087
 FL2087'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL2087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0223 ***********************************************************************
 EN0223  DESIGNATION -  C 429
 EN0223  PID         -  EN0223
 EN0223  STATE/COUNTY-  TX/BRISCOE
 EN0223  USGS QUAD   -  HUGHES CANYON (1985)
 EN0223
 EN0223                         *CURRENT SURVEY CONTROL
 EN0223  ___________________________________________________________________
 EN0223* NAD 83(1986)-  34 33 59.     (N)    100 59 06.     (W)     SCALED    
 EN0223* NAVD 88     -       697.413  (meters)    2288.10   (feet)  ADJUSTED  
 EN0223  ___________________________________________________________________
 EN0223  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EN0223  DYNAMIC HT  -         696.595 (meters)    2285.41  (feet)  COMP
 EN0223  MODELED GRAV-     979,441.1   (mgal)                       NAVD 88
 EN0223
 EN0223  VERT ORDER  -  SECOND    CLASS 0
 EN0223
 EN0223.The horizontal coordinates were scaled from a topographic map and have
 EN0223.an estimated accuracy of +/- 6 seconds.
 EN0223
 EN0223.The orthometric height was determined by differential leveling
 EN0223.and adjusted by the National Geodetic Survey in June 1991..
 EN0223
 EN0223.The geoid height was determined by GEOID03.
 EN0223
 EN0223.The dynamic height is computed by dividing the NAVD 88
 EN0223.geopotential number by the normal gravity value computed on the
 EN0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0223.degrees latitude (g = 980.6199 gals.).
 EN0223
 EN0223.The modeled gravity was interpolated from observed gravity values.
 EN0223
 EN0223;                    North         East    Units  Estimated Accuracy
 EN0223;SPC TX N     - 1,062,960.      247,260.      MT  (+/- 180 meters Scaled)
 EN0223
 EN0223                          SUPERSEDED SURVEY CONTROL
 EN0223
 EN0223  NGVD 29 (??/??/92)  697.068  (m)         2286.96   (f) ADJ UNCH    2 0
 EN0223
 EN0223.Superseded values are not recommended for survey control.
 EN0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0223.See file dsdata.txt to determine how the superseded data were derived.
 EN0223
 EN0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD179267(NAD 83)
 EN0223_MARKER: DB = BENCH MARK DISK
 EN0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0223_STAMPING: C 429 1934
 EN0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0223+STABILITY: SURFACE MOTION
 EN0223
 EN0223  HISTORY     - Date     Condition        Report By
 EN0223  HISTORY     - 1934     MONUMENTED       CGS
 EN0223  HISTORY     - 1954     GOOD             USGS
 EN0223  HISTORY     - 1982     GOOD             USGS
 EN0223
 EN0223                          STATION DESCRIPTION
 EN0223
 EN0223'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0223'13.5 MI S FROM BRICE.
 EN0223'BRICE.  8.6 MILES SOUTH AND SOUTHWEST ALONG STATE
 EN0223'HWY.  70.  THENCE 3.3 MILES SOUTHWEST AND SOUTH ALONG DIRT ROAD FROM
 EN0223'THE POST OFFICE AT.  ON THE OLD CLARENDON-QUITAQUE ROAD.  AT THE
 EN0223'BOTTOM OF A HILL.  ABOUT 50 YARDS NORTHEAST OF THE CENTER OF A CURVE.
 EN0223'30 FT. NORTHWEST OF THE CENTER LINE OF THE ROAD.  AND 5 FT. NORTHWEST
 EN0223'OF A FENCE CORNER.  A STANDARD DISK, STAMPED C 429 1934 AND SET IN THE
 EN0223'TOP OF A CONCRETE POST.
 EN0223
 EN0223                          STATION RECOVERY (1982)
 EN0223
 EN0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EN0223'13.5 MILES SOUTHWEST OF BRICE, 8.6 MILES SOUTH AND SOUTHWEST ALONG
 EN0223'STATE HIGHWAY 70 THENCE 3.3 MILES SOUTHWEST AND SOUTH ALONG DIRT
 EN0223'ROAD. ON THE OLD CLARENDON, QUITAQUE ROAD. AT THE BOTTO M OF A HILL,
 EN0223'ABOUT 50 YARDS NORTHEAST OF A CURVE, IN A NORTH-SOUTH FENCE LINE. 33
 EN0223'FT. EAST OF THE CENTER OF THE ROAD AND 87 FT. NORTH OF FENCE CORENR ,
 EN0223'A STANDARD DISK, STAMPED 'C 429 1934' AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0005 ***********************************************************************
 AY0005  DESIGNATION -  C 43
 AY0005  PID         -  AY0005
 AY0005  STATE/COUNTY-  TX/COMAL
 AY0005  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0005
 AY0005                         *CURRENT SURVEY CONTROL
 AY0005  ___________________________________________________________________
 AY0005* NAD 83(1986)-  29 39 44.     (N)    098 11 26.     (W)     SCALED    
 AY0005* NAVD 88     -       202.926  (meters)     665.77   (feet)  POSTED    
 AY0005  ___________________________________________________________________
 AY0005  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY0005  DYNAMIC HT  -         202.630 (meters)     664.80  (feet)  COMP
 AY0005  MODELED GRAV-     979,192.7   (mgal)                       NAVD 88
 AY0005
 AY0005  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0005
 AY0005.The horizontal coordinates were scaled from a topographic map and have
 AY0005.an estimated accuracy of +/- 6 seconds.
 AY0005
 AY0005.The orthometric height was determined by differential leveling
 AY0005.and adjusted by the National Geodetic Survey in 1992..
 AY0005.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0005.rate of 2.1 thru 3.0 mm/km.
 AY0005
 AY0005.The geoid height was determined by GEOID03.
 AY0005
 AY0005.The dynamic height is computed by dividing the NAVD 88
 AY0005.geopotential number by the normal gravity value computed on the
 AY0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0005.degrees latitude (g = 980.6199 gals.).
 AY0005
 AY0005.The modeled gravity was interpolated from observed gravity values.
 AY0005
 AY0005;                    North         East    Units  Estimated Accuracy
 AY0005;SPC TXSC     - 4,202,960.      678,350.      MT  (+/- 180 meters Scaled)
 AY0005
 AY0005                          SUPERSEDED SURVEY CONTROL
 AY0005
 AY0005  NGVD 29 (??/??/92)  202.835  (m)          665.47   (f) ADJ UNCH    1 2
 AY0005
 AY0005.Superseded values are not recommended for survey control.
 AY0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0005.See file dsdata.txt to determine how the superseded data were derived.
 AY0005
 AY0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT783816(NAD 83)
 AY0005_MARKER: DB = BENCH MARK DISK
 AY0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0005_STAMPING: ELEV 665.173 FT C 43 1917
 AY0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0005+STABILITY: SURFACE MOTION
 AY0005
 AY0005  HISTORY     - Date     Condition        Report By
 AY0005  HISTORY     - 1917     MONUMENTED       CGS
 AY0005  HISTORY     - 1957     MARK NOT FOUND   DOD
 AY0005  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0005  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0005  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0005
 AY0005                          STATION DESCRIPTION
 AY0005
 AY0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AY0005'4.9 MI SW FROM NEW BRAUNFELS.
 AY0005'4.9 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0005'FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 80 FEET SOUTHWEST OF
 AY0005'MILEPOST 1008, AT A GRAVEL-ROAD CROSSING, 21.5 FEET SOUTHWEST OF THE
 AY0005'CENTERLINE OF THE ROAD, 41.3 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AY0005'TRACK, 12 FEET WEST OF A FENCE CORNER, 3 FEET NORTHEAST OF A WHITE
 AY0005'WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD
 AY0005'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 AY0005'GROUND.
 AY0005
 AY0005                          STATION RECOVERY (1957)
 AY0005
 AY0005'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0005'MARK NOT FOUND.
 AY0005
 AY0005                          STATION RECOVERY (1980)
 AY0005
 AY0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0005'SEARCHED FOR, NOT RECOVERED.
 AY0005
 AY0005                          STATION RECOVERY (1988)
 AY0005
 AY0005'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 AY0005'MARK NOT FOUND.
 AY0005
 AY0005                          STATION RECOVERY (1999)
 AY0005
 AY0005'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0092 ***********************************************************************
 EO0092  DESIGNATION -  C 430
 EO0092  PID         -  EO0092
 EO0092  STATE/COUNTY-  TX/CASTRO
 EO0092  USGS QUAD   -  DIMMITT SW (1965)
 EO0092
 EO0092                         *CURRENT SURVEY CONTROL
 EO0092  ___________________________________________________________________
 EO0092* NAD 83(1986)-  34 31 50.     (N)    102 22 55.     (W)     SCALED    
 EO0092* NAVD 88     -      1188.078  (meters)    3897.89   (feet)  ADJUSTED  
 EO0092  ___________________________________________________________________
 EO0092  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 EO0092  DYNAMIC HT  -        1186.553 (meters)    3892.88  (feet)  COMP
 EO0092  MODELED GRAV-     979,311.3   (mgal)                       NAVD 88
 EO0092
 EO0092  VERT ORDER  -  SECOND    CLASS 0
 EO0092
 EO0092.The horizontal coordinates were scaled from a topographic map and have
 EO0092.an estimated accuracy of +/- 6 seconds.
 EO0092
 EO0092.The orthometric height was determined by differential leveling
 EO0092.and adjusted by the National Geodetic Survey in June 1991..
 EO0092
 EO0092.The geoid height was determined by GEOID03.
 EO0092
 EO0092.The dynamic height is computed by dividing the NAVD 88
 EO0092.geopotential number by the normal gravity value computed on the
 EO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0092.degrees latitude (g = 980.6199 gals.).
 EO0092
 EO0092.The modeled gravity was interpolated from observed gravity values.
 EO0092
 EO0092;                    North         East    Units  Estimated Accuracy
 EO0092;SPC TX N     - 1,059,220.      119,030.      MT  (+/- 180 meters Scaled)
 EO0092
 EO0092                          SUPERSEDED SURVEY CONTROL
 EO0092
 EO0092  NGVD 29 (??/??/92) 1187.571  (m)         3896.22   (f) ADJ UNCH    2 0
 EO0092
 EO0092.Superseded values are not recommended for survey control.
 EO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0092.See file dsdata.txt to determine how the superseded data were derived.
 EO0092
 EO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU402240(NAD 83)
 EO0092_MARKER: DB = BENCH MARK DISK
 EO0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0092_STAMPING: C 430 1934
 EO0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0092+STABILITY: SURFACE MOTION
 EO0092
 EO0092  HISTORY     - Date     Condition        Report By
 EO0092  HISTORY     - 1934     MONUMENTED       CGS
 EO0092  HISTORY     - 1964     MARK NOT FOUND   USGS
 EO0092
 EO0092                          STATION DESCRIPTION
 EO0092
 EO0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0092'4.8 MI W FROM DIMMITT.
 EO0092'4.8 MILES WEST ALONG STATE HIGHWAY 86 FROM THE FORT WORTH AND DENVER
 EO0092'RAILWAY STATION AT DIMMITT, AT THE JUNCTION OF A ROAD LEADING SOUTH,
 EO0092'57 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 26 FEET EAST OF THE
 EO0092'CENTERLINE OF THE ROAD, AND 1 FOOT WEST OF THE FENCE LINE.  A STANDARD
 EO0092'DISK, STAMPED C 430 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EO0092
 EO0092                          STATION RECOVERY (1964)
 EO0092
 EO0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EO0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0402 ***********************************************************************
 EN0402  DESIGNATION -  C 431
 EN0402  PID         -  EN0402
 EN0402  STATE/COUNTY-  TX/SWISHER
 EN0402  USGS QUAD   -  TULE LAKE (1968)
 EN0402
 EN0402                         *CURRENT SURVEY CONTROL
 EN0402  ___________________________________________________________________
 EN0402* NAD 83(1986)-  34 30 21.     (N)    101 39 47.     (W)     SCALED    
 EN0402* NAVD 88     -      1038.351  (meters)    3406.66   (feet)  ADJUSTED  
 EN0402  ___________________________________________________________________
 EN0402  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EN0402  DYNAMIC HT  -        1037.056 (meters)    3402.41  (feet)  COMP
 EN0402  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 EN0402
 EN0402  VERT ORDER  -  SECOND    CLASS 0
 EN0402
 EN0402.The horizontal coordinates were scaled from a topographic map and have
 EN0402.an estimated accuracy of +/- 6 seconds.
 EN0402
 EN0402.The orthometric height was determined by differential leveling
 EN0402.and adjusted by the National Geodetic Survey in June 1991..
 EN0402
 EN0402.The geoid height was determined by GEOID03.
 EN0402
 EN0402.The dynamic height is computed by dividing the NAVD 88
 EN0402.geopotential number by the normal gravity value computed on the
 EN0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0402.degrees latitude (g = 980.6199 gals.).
 EN0402
 EN0402.The modeled gravity was interpolated from observed gravity values.
 EN0402
 EN0402;                    North         East    Units  Estimated Accuracy
 EN0402;SPC TX N     - 1,056,130.      185,030.      MT  (+/- 180 meters Scaled)
 EN0402
 EN0402                          SUPERSEDED SURVEY CONTROL
 EN0402
 EN0402  NGVD 29 (??/??/92) 1037.935  (m)         3405.29   (f) ADJ UNCH    2 0
 EN0402
 EN0402.Superseded values are not recommended for survey control.
 EN0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0402.See file dsdata.txt to determine how the superseded data were derived.
 EN0402
 EN0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD555214(NAD 83)
 EN0402_MARKER: DB = BENCH MARK DISK
 EN0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0402_STAMPING: C-431 1934
 EN0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0402+STABILITY: SURFACE MOTION
 EN0402
 EN0402  HISTORY     - Date     Condition        Report By
 EN0402  HISTORY     - 1934     MONUMENTED       CGS
 EN0402  HISTORY     - 1969     GOOD             USGS
 EN0402
 EN0402                          STATION DESCRIPTION
 EN0402
 EN0402'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 EN0402'6.4 MI E FROM TULIA.
 EN0402'6.2 MI. EAST ALONG STATE HWY. 86 FROM THE COURTHOUSE AT TULIA, TEXAS,
 EN0402'TO X-RDS, 0.2 MI. NORTH TO T-RD. EAST., IN THE SE CORNER OF THE
 EN0402'INTERSECTION IN THE BANK OF THE BORROW DITCH.  A STANDARD DISK STAMPED
 EN0402'C-431-1934,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0330 ***********************************************************************
 EN0330  DESIGNATION -  C 432
 EN0330  PID         -  EN0330
 EN0330  STATE/COUNTY-  TX/HALE
 EN0330  USGS QUAD   -  KRESS EAST (1969)
 EN0330
 EN0330                         *CURRENT SURVEY CONTROL
 EN0330  ___________________________________________________________________
 EN0330* NAD 83(1986)-  34 18 11.     (N)    101 43 38.     (W)     SCALED    
 EN0330* NAVD 88     -      1047.185  (meters)    3435.64   (feet)  ADJUSTED  
 EN0330  ___________________________________________________________________
 EN0330  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EN0330  DYNAMIC HT  -        1045.858 (meters)    3431.29  (feet)  COMP
 EN0330  MODELED GRAV-     979,332.8   (mgal)                       NAVD 88
 EN0330
 EN0330  VERT ORDER  -  SECOND    CLASS 0
 EN0330
 EN0330.The horizontal coordinates were scaled from a topographic map and have
 EN0330.an estimated accuracy of +/- 6 seconds.
 EN0330
 EN0330.The orthometric height was determined by differential leveling
 EN0330.and adjusted by the National Geodetic Survey in June 1991..
 EN0330
 EN0330.The geoid height was determined by GEOID03.
 EN0330
 EN0330.The dynamic height is computed by dividing the NAVD 88
 EN0330.geopotential number by the normal gravity value computed on the
 EN0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0330.degrees latitude (g = 980.6199 gals.).
 EN0330
 EN0330.The modeled gravity was interpolated from observed gravity values.
 EN0330
 EN0330;                    North         East    Units  Estimated Accuracy
 EN0330;SPC TXNC     - 2,296,940.      302,930.      MT  (+/- 180 meters Scaled)
 EN0330
 EN0330                          SUPERSEDED SURVEY CONTROL
 EN0330
 EN0330  NGVD 29 (??/??/92) 1046.767  (m)         3434.27   (f) ADJ UNCH    2 0
 EN0330
 EN0330.Superseded values are not recommended for survey control.
 EN0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0330.See file dsdata.txt to determine how the superseded data were derived.
 EN0330
 EN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC490991(NAD 83)
 EN0330_MARKER: DB = BENCH MARK DISK
 EN0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0330_STAMPING: C-432 1934
 EN0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0330+STABILITY: SURFACE MOTION
 EN0330
 EN0330  HISTORY     - Date     Condition        Report By
 EN0330  HISTORY     - 1934     MONUMENTED       CGS
 EN0330
 EN0330                          STATION DESCRIPTION
 EN0330
 EN0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0330'4.6 MI S FROM KRESS.
 EN0330'4.6 MI. S. ALONG P. AND S. F. RY. ABOUT 1.0 MI. S. OF HALE-SWISHER
 EN0330'COUNTY LINE, AT A GRADE CROSSING, 48 FT. E. OF THE INTERSECTION OF THE
 EN0330'CENTER LINES OF U.S. NO. 385 AND SECONDARY ROAD, 8 POLES N. OF MI.
 EN0330'POST NO. 620, 39 FT. W. OF THE CENTER LINE OF TRACK, 3 FT. S OF A
 EN0330'TELEGRAPH POLE, AND 1 FT. N. W. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0165 ***********************************************************************
 DP0165  DESIGNATION -  C 434
 DP0165  PID         -  DP0165
 DP0165  STATE/COUNTY-  TX/DICKENS
 DP0165  USGS QUAD   -  DICKENS NORTH (1981)
 DP0165
 DP0165                         *CURRENT SURVEY CONTROL
 DP0165  ___________________________________________________________________
 DP0165* NAD 83(1986)-  33 43 43.     (N)    100 50 27.     (W)     SCALED    
 DP0165* NAVD 88     -       808.505  (meters)    2652.57   (feet)  ADJUSTED  
 DP0165  ___________________________________________________________________
 DP0165  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DP0165  DYNAMIC HT  -         807.509 (meters)    2649.30  (feet)  COMP
 DP0165  MODELED GRAV-     979,376.7   (mgal)                       NAVD 88
 DP0165
 DP0165  VERT ORDER  -  SECOND    CLASS 0
 DP0165
 DP0165.The horizontal coordinates were scaled from a topographic map and have
 DP0165.an estimated accuracy of +/- 6 seconds.
 DP0165
 DP0165.The orthometric height was determined by differential leveling
 DP0165.and adjusted by the National Geodetic Survey in June 1991..
 DP0165
 DP0165.The geoid height was determined by GEOID03.
 DP0165
 DP0165.The dynamic height is computed by dividing the NAVD 88
 DP0165.geopotential number by the normal gravity value computed on the
 DP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0165.degrees latitude (g = 980.6199 gals.).
 DP0165
 DP0165.The modeled gravity was interpolated from observed gravity values.
 DP0165
 DP0165;                    North         East    Units  Estimated Accuracy
 DP0165;SPC TXNC     - 2,231,070.      383,090.      MT  (+/- 180 meters Scaled)
 DP0165
 DP0165                          SUPERSEDED SURVEY CONTROL
 DP0165
 DP0165  NGVD 29 (??/??/92)  808.218  (m)         2651.63   (f) ADJ UNCH    2 0
 DP0165
 DP0165.Superseded values are not recommended for survey control.
 DP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0165.See file dsdata.txt to determine how the superseded data were derived.
 DP0165
 DP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC294335(NAD 83)
 DP0165_MARKER: DB = BENCH MARK DISK
 DP0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0165_SP_SET: CULVERT
 DP0165_STAMPING: C-434 1934
 DP0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0165
 DP0165  HISTORY     - Date     Condition        Report By
 DP0165  HISTORY     - 1934     MONUMENTED       CGS
 DP0165  HISTORY     - 1935     GOOD             NGS
 DP0165  HISTORY     - 1956     GOOD             NGS
 DP0165
 DP0165                          STATION DESCRIPTION
 DP0165
 DP0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0165'7.9 MI N FROM DICKENS.
 DP0165'7.6 MI. N. ALONG U.S. NO. 62 15 FT. E. OF THE CENTER LINE OF HWY., AND
 DP0165'SET IN THE S. END OF THE E. ABUTMENT OF A CONC. CULVERT, 3 FT. BELOW
 DP0165'THE SURFACE OF THE ROAD.
 DP0165
 DP0165                          STATION RECOVERY (1956)
 DP0165
 DP0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 DP0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0166 ***********************************************************************
 DP0166  DESIGNATION -  C 434 RESET 1956
 DP0166  PID         -  DP0166
 DP0166  STATE/COUNTY-  TX/DICKENS
 DP0166  USGS QUAD   -  DICKENS NORTH (1981)
 DP0166
 DP0166                         *CURRENT SURVEY CONTROL
 DP0166  ___________________________________________________________________
 DP0166* NAD 83(1986)-  33 43 43.     (N)    100 50 27.     (W)     SCALED    
 DP0166* NAVD 88     -       808.59   (meters)    2652.8    (feet)  RESET     
 DP0166  ___________________________________________________________________
 DP0166  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DP0166
 DP0166  VERT ORDER  -  THIRD
 DP0166
 DP0166.The horizontal coordinates were scaled from a topographic map and have
 DP0166.an estimated accuracy of +/- 6 seconds.
 DP0166
 DP0166.The orthometric height was computed from unverified reset data.
 DP0166
 DP0166.The geoid height was determined by GEOID03.
 DP0166
 DP0166;                    North         East    Units  Estimated Accuracy
 DP0166;SPC TXNC     - 2,231,070.      383,090.      MT  (+/- 180 meters Scaled)
 DP0166
 DP0166                          SUPERSEDED SURVEY CONTROL
 DP0166
 DP0166.No superseded survey control is available for this station.
 DP0166
 DP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC294335(NAD 83)
 DP0166_MARKER: DB = BENCH MARK DISK
 DP0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0166_STAMPING: C 434 RESET 1956
 DP0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0166+STABILITY: SURFACE MOTION
 DP0166
 DP0166  HISTORY     - Date     Condition        Report By
 DP0166  HISTORY     - 1956     MONUMENTED       TXHD
 DP0166  HISTORY     - 1967     GOOD             USGS
 DP0166
 DP0166                          STATION DESCRIPTION
 DP0166
 DP0166'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DP0166'7.8 MI N FROM DICKENS.
 DP0166'DICKENS COURTHOUSE.  0.3 MILES W OF ALONG U S HIGHWAY 82.  THENCE 7.8
 DP0166'MILES N ALONG STATE HIGHWAY 70 TO A CULVERT.  THENCE 234 FEET NORTH
 DP0166'ALONG THE HIGHWAY AND 63 FEET E OF THE CENTERLINE OF THE HIGHWAY.  3
 DP0166'FEET E OF THE ROW FENCE.  STANDARD TABLET STAMPED C 434 RESET 1956 AND
 DP0166'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0165 ***********************************************************************
 EN0165  DESIGNATION -  C 435
 EN0165  PID         -  EN0165
 EN0165  STATE/COUNTY-  TX/HALL
 EN0165  USGS QUAD   -  FOLLEY (1981)
 EN0165
 EN0165                         *CURRENT SURVEY CONTROL
 EN0165  ___________________________________________________________________
 EN0165* NAD 83(1986)-  34 21 59.     (N)    100 53 32.     (W)     SCALED    
 EN0165* NAVD 88     -       700.496  (meters)    2298.21   (feet)  ADJUSTED  
 EN0165  ___________________________________________________________________
 EN0165  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 EN0165  DYNAMIC HT  -         699.662 (meters)    2295.47  (feet)  COMP
 EN0165  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 EN0165
 EN0165  VERT ORDER  -  SECOND    CLASS 0
 EN0165
 EN0165.The horizontal coordinates were scaled from a topographic map and have
 EN0165.an estimated accuracy of +/- 6 seconds.
 EN0165
 EN0165.The orthometric height was determined by differential leveling
 EN0165.and adjusted by the National Geodetic Survey in June 1991..
 EN0165
 EN0165.The geoid height was determined by GEOID03.
 EN0165
 EN0165.The dynamic height is computed by dividing the NAVD 88
 EN0165.geopotential number by the normal gravity value computed on the
 EN0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0165.degrees latitude (g = 980.6199 gals.).
 EN0165
 EN0165.The modeled gravity was interpolated from observed gravity values.
 EN0165
 EN0165;                    North         East    Units  Estimated Accuracy
 EN0165;SPC TX N     - 1,040,820.      255,910.      MT  (+/- 180 meters Scaled)
 EN0165
 EN0165                          SUPERSEDED SURVEY CONTROL
 EN0165
 EN0165  NGVD 29 (??/??/92)  700.189  (m)         2297.20   (f) ADJ UNCH    2 0
 EN0165
 EN0165.Superseded values are not recommended for survey control.
 EN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0165.See file dsdata.txt to determine how the superseded data were derived.
 EN0165
 EN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD260044(NAD 83)
 EN0165_MARKER: DB = BENCH MARK DISK
 EN0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0165_SP_SET: ABUTMENT
 EN0165_STAMPING: C-435 1934
 EN0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0165
 EN0165  HISTORY     - Date     Condition        Report By
 EN0165  HISTORY     - 1934     MONUMENTED       CGS
 EN0165  HISTORY     - 1935     GOOD             NGS
 EN0165
 EN0165                          STATION DESCRIPTION
 EN0165
 EN0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EN0165'2.6 MI S FROM TURKEY.
 EN0165'2.6 MI. S. ALONG STATE NO. 18 ABOUT 250 YDS.  S. OF A STATE HWY. SIGN,
 EN0165'15 FT. E. OF THE CENTER LINE OF HWY., AND SET IN THE CENTER OF E.
 EN0165'ABUTMENT OF A 2 X 2 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0021 ***********************************************************************
 DP0021  DESIGNATION -  C 436
 DP0021  PID         -  DP0021
 DP0021  STATE/COUNTY-  TX/COTTLE
 DP0021  USGS QUAD   -  GROW (1981)
 DP0021
 DP0021                         *CURRENT SURVEY CONTROL
 DP0021  ___________________________________________________________________
 DP0021* NAD 83(1986)-  33 51 48.     (N)    100 19 37.     (W)     SCALED    
 DP0021* NAVD 88     -       583.576  (meters)    1914.62   (feet)  ADJUSTED  
 DP0021  ___________________________________________________________________
 DP0021  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DP0021  DYNAMIC HT  -         582.894 (meters)    1912.38  (feet)  COMP
 DP0021  MODELED GRAV-     979,449.4   (mgal)                       NAVD 88
 DP0021
 DP0021  VERT ORDER  -  SECOND    CLASS 0
 DP0021
 DP0021.The horizontal coordinates were scaled from a topographic map and have
 DP0021.an estimated accuracy of +/- 6 seconds.
 DP0021
 DP0021.The orthometric height was determined by differential leveling
 DP0021.and adjusted by the National Geodetic Survey in June 1991..
 DP0021
 DP0021.The geoid height was determined by GEOID03.
 DP0021
 DP0021.The dynamic height is computed by dividing the NAVD 88
 DP0021.geopotential number by the normal gravity value computed on the
 DP0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0021.degrees latitude (g = 980.6199 gals.).
 DP0021
 DP0021.The modeled gravity was interpolated from observed gravity values.
 DP0021
 DP0021;                    North         East    Units  Estimated Accuracy
 DP0021;SPC TXNC     - 2,245,070.      430,960.      MT  (+/- 180 meters Scaled)
 DP0021
 DP0021                          SUPERSEDED SURVEY CONTROL
 DP0021
 DP0021  NGVD 29 (??/??/92)  583.385  (m)         1913.99   (f) ADJ UNCH    2 0
 DP0021
 DP0021.Superseded values are not recommended for survey control.
 DP0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0021.See file dsdata.txt to determine how the superseded data were derived.
 DP0021
 DP0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC772477(NAD 83)
 DP0021_MARKER: DB = BENCH MARK DISK
 DP0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0021_STAMPING: C-436 1934
 DP0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0021+STABILITY: SURFACE MOTION
 DP0021
 DP0021  HISTORY     - Date     Condition        Report By
 DP0021  HISTORY     - 1934     MONUMENTED       CGS
 DP0021  HISTORY     - 1935     GOOD             NGS
 DP0021  HISTORY     - 1978     MARK NOT FOUND   DOD
 DP0021
 DP0021                          STATION DESCRIPTION
 DP0021
 DP0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0021'11.0 MI S FROM PADUCAH.
 DP0021'11.0 MI. S. ALONG U.S. NO. 83 90 FT. S. OF THE CENTER LINE OF A T ROAD
 DP0021'TO THE W., 45 FT. W. OF THE CENTER LINE OF HWY., 3 FT. N. OF A
 DP0021'TELEPHONE POLE, AND 1 FT. E. OF THE FENCE LINE.
 DP0021
 DP0021                          STATION RECOVERY (1978)
 DP0021
 DP0021'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 DP0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0091 ***********************************************************************
 EN0091  DESIGNATION -  C 437
 EN0091  PID         -  EN0091
 EN0091  STATE/COUNTY-  TX/COTTLE
 EN0091  USGS QUAD   -  BAKER (1981)
 EN0091
 EN0091                         *CURRENT SURVEY CONTROL
 EN0091  ___________________________________________________________________
 EN0091* NAD 83(1986)-  34 13 07.     (N)    100 05 22.     (W)     SCALED    
 EN0091* NAVD 88     -       488.768  (meters)    1603.57   (feet)  ADJUSTED  
 EN0091  ___________________________________________________________________
 EN0091  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 EN0091  DYNAMIC HT  -         488.215 (meters)    1601.75  (feet)  COMP
 EN0091  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 EN0091
 EN0091  VERT ORDER  -  SECOND    CLASS 0
 EN0091
 EN0091.The horizontal coordinates were scaled from a topographic map and have
 EN0091.an estimated accuracy of +/- 6 seconds.
 EN0091
 EN0091.The orthometric height was determined by differential leveling
 EN0091.and adjusted by the National Geodetic Survey in June 1991..
 EN0091
 EN0091.The geoid height was determined by GEOID03.
 EN0091
 EN0091.The dynamic height is computed by dividing the NAVD 88
 EN0091.geopotential number by the normal gravity value computed on the
 EN0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0091.degrees latitude (g = 980.6199 gals.).
 EN0091
 EN0091.The modeled gravity was interpolated from observed gravity values.
 EN0091
 EN0091;                    North         East    Units  Estimated Accuracy
 EN0091;SPC TXNC     - 2,284,120.      453,530.      MT  (+/- 180 meters Scaled)
 EN0091
 EN0091                          SUPERSEDED SURVEY CONTROL
 EN0091
 EN0091  NGVD 29 (??/??/92)  488.585  (m)         1602.97   (f) ADJ UNCH    2 0
 EN0091
 EN0091.Superseded values are not recommended for survey control.
 EN0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0091.See file dsdata.txt to determine how the superseded data were derived.
 EN0091
 EN0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC996869(NAD 83)
 EN0091_MARKER: DB = BENCH MARK DISK
 EN0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0091_STAMPING: C 437 1935
 EN0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0091+STABILITY: SURFACE MOTION
 EN0091
 EN0091  HISTORY     - Date     Condition        Report By
 EN0091  HISTORY     - 1935     MONUMENTED       CGS
 EN0091  HISTORY     - 1958     GOOD             NGS
 EN0091
 EN0091                          STATION DESCRIPTION
 EN0091
 EN0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0091'5.7 MI E FROM SWEARINGEN.
 EN0091'5.7 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM THE
 EN0091'STATION AT SWEARINGEN,COTTLE COUNTY, ABOUT 3/4 POLE EAST OF MILEPOST
 EN0091'24, ABOUT 100 YARDS NORTHWEST OF A FARMHOUSE, AT A ROAD CROSSING, 48
 EN0091'FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTH OF THE
 EN0091'FENCE.  A STANDARD DISK, STAMPED C 437 1934 AND SET IN THE TOP OF A
 EN0091'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0217 ***********************************************************************
 DP0217  DESIGNATION -  C 438
 DP0217  PID         -  DP0217
 DP0217  STATE/COUNTY-  TX/MOTLEY
 DP0217  USGS QUAD   -  RUSSELLVILLE (1981)
 DP0217
 DP0217                         *CURRENT SURVEY CONTROL
 DP0217  ___________________________________________________________________
 DP0217* NAD 83(1986)-  33 55 44.     (N)    100 40 23.     (W)     SCALED    
 DP0217* NAVD 88     -       713.586  (meters)    2341.16   (feet)  ADJUSTED  
 DP0217  ___________________________________________________________________
 DP0217  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DP0217  DYNAMIC HT  -         712.723 (meters)    2338.33  (feet)  COMP
 DP0217  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 DP0217
 DP0217  VERT ORDER  -  SECOND    CLASS 0
 DP0217
 DP0217.The horizontal coordinates were scaled from a topographic map and have
 DP0217.an estimated accuracy of +/- 6 seconds.
 DP0217
 DP0217.The orthometric height was determined by differential leveling
 DP0217.and adjusted by the National Geodetic Survey in June 1991..
 DP0217
 DP0217.The geoid height was determined by GEOID03.
 DP0217
 DP0217.The dynamic height is computed by dividing the NAVD 88
 DP0217.geopotential number by the normal gravity value computed on the
 DP0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0217.degrees latitude (g = 980.6199 gals.).
 DP0217
 DP0217.The modeled gravity was interpolated from observed gravity values.
 DP0217
 DP0217;                    North         East    Units  Estimated Accuracy
 DP0217;SPC TXNC     - 2,252,950.      399,090.      MT  (+/- 180 meters Scaled)
 DP0217
 DP0217                          SUPERSEDED SURVEY CONTROL
 DP0217
 DP0217  NGVD 29 (??/??/92)  713.317  (m)         2340.27   (f) ADJ UNCH    2 0
 DP0217
 DP0217.Superseded values are not recommended for survey control.
 DP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0217.See file dsdata.txt to determine how the superseded data were derived.
 DP0217
 DP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC453555(NAD 83)
 DP0217_MARKER: DB = BENCH MARK DISK
 DP0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0217_STAMPING: C 438 1934
 DP0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0217+STABILITY: SURFACE MOTION
 DP0217
 DP0217  HISTORY     - Date     Condition        Report By
 DP0217  HISTORY     - 1934     MONUMENTED       CGS
 DP0217  HISTORY     - 1958     GOOD             NGS
 DP0217
 DP0217                          STATION DESCRIPTION
 DP0217
 DP0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0217'1.0 MI E FROM RUSSELLVILLE.
 DP0217'ABOUT 1.0 MILE EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0217'RUSSELLVILLE, MOTLEY COUNTY, 2 1/2 POLES WEST OF MILEPOST 68, AT THE
 DP0217'WEST END OF A CUT, ABOUT 62 FEET NORTH OF A STATION ONE MILE
 DP0217'SIGNBOARD, ABOUT 74 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 1
 DP0217'FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED C 438 1934 AND SET
 DP0217'IN THE TOP OF A CONCRETE POST.
 DP0217
 DP0217                          STATION RECOVERY (1958)
 DP0217
 DP0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0293 ***********************************************************************
 EN0293  DESIGNATION -  C 439
 EN0293  PID         -  EN0293
 EN0293  STATE/COUNTY-  TX/FLOYD
 EN0293  USGS QUAD   -  LOCKNEY SE (1965)
 EN0293
 EN0293                         *CURRENT SURVEY CONTROL
 EN0293  ___________________________________________________________________
 EN0293* NAD 83(1986)-  34 00 17.     (N)    101 20 51.     (W)     SCALED    
 EN0293* NAVD 88     -       973.829  (meters)    3194.97   (feet)  ADJUSTED  
 EN0293  ___________________________________________________________________
 EN0293  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EN0293  DYNAMIC HT  -         972.583 (meters)    3190.88  (feet)  COMP
 EN0293  MODELED GRAV-     979,323.5   (mgal)                       NAVD 88
 EN0293
 EN0293  VERT ORDER  -  SECOND    CLASS 0
 EN0293
 EN0293.The horizontal coordinates were scaled from a topographic map and have
 EN0293.an estimated accuracy of +/- 6 seconds.
 EN0293
 EN0293.The orthometric height was determined by differential leveling
 EN0293.and adjusted by the National Geodetic Survey in June 1991..
 EN0293
 EN0293.The geoid height was determined by GEOID03.
 EN0293
 EN0293.The dynamic height is computed by dividing the NAVD 88
 EN0293.geopotential number by the normal gravity value computed on the
 EN0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0293.degrees latitude (g = 980.6199 gals.).
 EN0293
 EN0293.The modeled gravity was interpolated from observed gravity values.
 EN0293
 EN0293;                    North         East    Units  Estimated Accuracy
 EN0293;SPC TXNC     - 2,262,850.      336,980.      MT  (+/- 180 meters Scaled)
 EN0293
 EN0293                          SUPERSEDED SURVEY CONTROL
 EN0293
 EN0293  NGVD 29 (??/??/92)  973.463  (m)         3193.77   (f) ADJ UNCH    2 0
 EN0293
 EN0293.Superseded values are not recommended for survey control.
 EN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0293.See file dsdata.txt to determine how the superseded data were derived.
 EN0293
 EN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC832651(NAD 83)
 EN0293_MARKER: DB = BENCH MARK DISK
 EN0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0293_STAMPING: C 439 1934
 EN0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0293+STABILITY: SURFACE MOTION
 EN0293
 EN0293  HISTORY     - Date     Condition        Report By
 EN0293  HISTORY     - 1934     MONUMENTED       CGS
 EN0293  HISTORY     - 1958     GOOD             NGS
 EN0293
 EN0293                          STATION DESCRIPTION
 EN0293
 EN0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0293'1.4 MI W FROM FLOYDADA.
 EN0293'ABOUT 1.4 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EN0293'STATION AT FLOYDADA, FLOYD COUNTY, 2 FEET WEST OF MILEPOST 25, ABOUT
 EN0293'150 YARDS WEST OF THE STOCKYARDS, AT THE CENTER OF A WYE, 52 FEET
 EN0293'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 48 FEET SOUTH OF THE
 EN0293'CENTER LINE OF THE TRACK, AND 2 FEET NORTH OF THE FENCE.  A STANDARD
 EN0293'DISK, STAMPED C 439 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EN0293
 EN0293                          STATION RECOVERY (1958)
 EN0293
 EN0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0216 ***********************************************************************
 AY0216  DESIGNATION -  C 44
 AY0216  PID         -  AY0216
 AY0216  STATE/COUNTY-  TX/BEXAR
 AY0216  USGS QUAD   -  SASPAMCO (1973)
 AY0216
 AY0216                         *CURRENT SURVEY CONTROL
 AY0216  ___________________________________________________________________
 AY0216* NAD 83(1986)-  29 14 14.     (N)    098 18 16.     (W)     SCALED    
 AY0216* NAVD 88     -       151.719  (meters)     497.76   (feet)  ADJUSTED  
 AY0216  ___________________________________________________________________
 AY0216  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY0216  DYNAMIC HT  -         151.502 (meters)     497.05  (feet)  COMP
 AY0216  MODELED GRAV-     979,207.4   (mgal)                       NAVD 88
 AY0216
 AY0216  VERT ORDER  -  FIRST     CLASS II
 AY0216
 AY0216.The horizontal coordinates were scaled from a topographic map and have
 AY0216.an estimated accuracy of +/- 6 seconds.
 AY0216
 AY0216.The orthometric height was determined by differential leveling
 AY0216.and adjusted by the National Geodetic Survey in June 1991..
 AY0216
 AY0216.The geoid height was determined by GEOID03.
 AY0216
 AY0216.The dynamic height is computed by dividing the NAVD 88
 AY0216.geopotential number by the normal gravity value computed on the
 AY0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0216.degrees latitude (g = 980.6199 gals.).
 AY0216
 AY0216.The modeled gravity was interpolated from observed gravity values.
 AY0216
 AY0216;                    North         East    Units  Estimated Accuracy
 AY0216;SPC TXSC     - 4,155,790.      667,610.      MT  (+/- 180 meters Scaled)
 AY0216
 AY0216                          SUPERSEDED SURVEY CONTROL
 AY0216
 AY0216  NGVD 29 (??/??/92)  151.63   (m)          497.5    (f) COMPUTED    1 2
 AY0216
 AY0216.Superseded values are not recommended for survey control.
 AY0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0216.See file dsdata.txt to determine how the superseded data were derived.
 AY0216
 AY0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT675344(NAD 83)
 AY0216_MARKER: DB = BENCH MARK DISK
 AY0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0216_STAMPING: C 44 1917 ELEV. 497.36 FT.
 AY0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0216+STABILITY: SURFACE MOTION
 AY0216
 AY0216  HISTORY     - Date     Condition        Report By
 AY0216  HISTORY     - 1917     MONUMENTED       CGS
 AY0216  HISTORY     - 1943     POOR             NGS
 AY0216  HISTORY     - 1957     GOOD             DOD
 AY0216  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0216  HISTORY     - 19990412 MARK NOT FOUND   USPSQD
 AY0216
 AY0216                          STATION DESCRIPTION
 AY0216
 AY0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0216'0.45 MI NW FROM SASPAMCO.
 AY0216'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0216'STATION AT SASPAMCO-- PROCEED 0.45 MILE NORTHWESTERLY ALONG THE
 AY0216'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ACROSS THE TRACK FROM
 AY0216'THE ELEVENTH POLE SOUTHEAST OF MILEPOST 17, ABOUT 48.0 FEET NORTHEAST
 AY0216'OF THE CENTERLINE OF AN ASPHALT ROAD, AND 32.0 FEET SOUTHWEST OF AND
 AY0216'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF TRACK.  IT IS 32.0 FEET
 AY0216'NORTHWEST OF THE BEXAR-WILSON COUNTY LINE, 10.2 FEET NORTH-NORTHEAST
 AY0216'OF A TELEPHONE POLE, AND 3.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN
 AY0216'MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.  A DISK SET IN A CONCRETE
 AY0216'POST.
 AY0216
 AY0216                          STATION RECOVERY (1957)
 AY0216
 AY0216'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0216'RECOVERED IN GOOD CONDITION.
 AY0216
 AY0216                          STATION RECOVERY (1980)
 AY0216
 AY0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0216'SEARCHED FOR, NOT RECOVERED.
 AY0216
 AY0216                          STATION RECOVERY (1999)
 AY0216
 AY0216'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0311 ***********************************************************************
 DP0311  DESIGNATION -  C 443
 DP0311  PID         -  DP0311
 DP0311  STATE/COUNTY-  TX/LYNN
 DP0311  USGS QUAD   -  DOUBLE LAKES (1969)
 DP0311
 DP0311                         *CURRENT SURVEY CONTROL
 DP0311  ___________________________________________________________________
 DP0311* NAD 83(1986)-  33 10 01.     (N)    101 53 57.     (W)     SCALED    
 DP0311* NAVD 88     -       959.213  (meters)    3147.02   (feet)  ADJUSTED  
 DP0311  ___________________________________________________________________
 DP0311  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 DP0311  DYNAMIC HT  -         957.948 (meters)    3142.87  (feet)  COMP
 DP0311  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 DP0311
 DP0311  VERT ORDER  -  SECOND    CLASS 0
 DP0311
 DP0311.The horizontal coordinates were scaled from a topographic map and have
 DP0311.an estimated accuracy of +/- 6 seconds.
 DP0311
 DP0311.The orthometric height was determined by differential leveling
 DP0311.and adjusted by the National Geodetic Survey in June 1991..
 DP0311
 DP0311.The geoid height was determined by GEOID03.
 DP0311
 DP0311.The dynamic height is computed by dividing the NAVD 88
 DP0311.geopotential number by the normal gravity value computed on the
 DP0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0311.degrees latitude (g = 980.6199 gals.).
 DP0311
 DP0311.The modeled gravity was interpolated from observed gravity values.
 DP0311
 DP0311;                    North         East    Units  Estimated Accuracy
 DP0311;SPC TXNC     - 2,171,490.      283,030.      MT  (+/- 180 meters Scaled)
 DP0311
 DP0311                          SUPERSEDED SURVEY CONTROL
 DP0311
 DP0311  NGVD 29 (??/??/92)  958.826  (m)         3145.75   (f) ADJ UNCH    2 0
 DP0311
 DP0311.Superseded values are not recommended for survey control.
 DP0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0311.See file dsdata.txt to determine how the superseded data were derived.
 DP0311
 DP0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB296735(NAD 83)
 DP0311_MARKER: DB = BENCH MARK DISK
 DP0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0311_STAMPING: C 443 1934
 DP0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0311+STABILITY: SURFACE MOTION
 DP0311
 DP0311  HISTORY     - Date     Condition        Report By
 DP0311  HISTORY     - 1934     MONUMENTED       CGS
 DP0311  HISTORY     - 1969     MARK NOT FOUND   USGS
 DP0311
 DP0311                          STATION DESCRIPTION
 DP0311
 DP0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0311'5.9 MI W FROM TAHOKA.
 DP0311'5.9 MILES WEST ALONG U. S. HIGHWAY 380 AND STATE HIGHWAY 84 FROM THE
 DP0311'COUNTY COURTHOUSE AT TAHOKA, LYNN COUNTY, 0.2 MILE WEST OF A DIP IN
 DP0311'THE HIGHWAY, 42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2
 DP0311'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 443
 DP0311'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RD. CONSTR. IN
 DP0311'AREA.
 DP0311
 DP0311                          STATION RECOVERY (1969)
 DP0311
 DP0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0319 ***********************************************************************
 DP0319  DESIGNATION -  C 445
 DP0319  PID         -  DP0319
 DP0319  STATE/COUNTY-  TX/LYNN
 DP0319  USGS QUAD   -  NEW LYNN (1970)
 DP0319
 DP0319                         *CURRENT SURVEY CONTROL
 DP0319  ___________________________________________________________________
 DP0319* NAD 83(1986)-  33 09 56.     (N)    101 41 38.     (W)     SCALED    
 DP0319* NAVD 88     -       923.905  (meters)    3031.18   (feet)  ADJUSTED  
 DP0319  ___________________________________________________________________
 DP0319  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 DP0319  DYNAMIC HT  -         922.692 (meters)    3027.20  (feet)  COMP
 DP0319  MODELED GRAV-     979,293.1   (mgal)                       NAVD 88
 DP0319
 DP0319  VERT ORDER  -  SECOND    CLASS 0
 DP0319
 DP0319.The horizontal coordinates were scaled from a topographic map and have
 DP0319.an estimated accuracy of +/- 6 seconds.
 DP0319
 DP0319.The orthometric height was determined by differential leveling
 DP0319.and adjusted by the National Geodetic Survey in June 1991..
 DP0319
 DP0319.The geoid height was determined by GEOID03.
 DP0319
 DP0319.The dynamic height is computed by dividing the NAVD 88
 DP0319.geopotential number by the normal gravity value computed on the
 DP0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0319.degrees latitude (g = 980.6199 gals.).
 DP0319
 DP0319.The modeled gravity was interpolated from observed gravity values.
 DP0319
 DP0319;                    North         East    Units  Estimated Accuracy
 DP0319;SPC TXNC     - 2,170,740.      302,160.      MT  (+/- 180 meters Scaled)
 DP0319
 DP0319                          SUPERSEDED SURVEY CONTROL
 DP0319
 DP0319  NGVD 29 (??/??/92)  923.51   (m)         3029.9    (f) COMPUTED    2 0
 DP0319
 DP0319.Superseded values are not recommended for survey control.
 DP0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0319.See file dsdata.txt to determine how the superseded data were derived.
 DP0319
 DP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB487728(NAD 83)
 DP0319_MARKER: DB = BENCH MARK DISK
 DP0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0319_STAMPING: C-445 1934
 DP0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0319+STABILITY: SURFACE MOTION
 DP0319
 DP0319  HISTORY     - Date     Condition        Report By
 DP0319  HISTORY     - 1934     MONUMENTED       CGS
 DP0319
 DP0319                          STATION DESCRIPTION
 DP0319
 DP0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0319'6.0 MI E FROM TAHOKA.
 DP0319'6.0 MI. E. ALONG U.S. NO. 380 AT A POINT WHERE SIDE ROAD BEARS N., 40
 DP0319'FT. S. OF THE CENTER LINE OF HWY., AND ABOUT 2 FT. N. OF A TELEPHONE
 DP0319'POLE LINE ON THE S. SIDE OF THE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0320 ***********************************************************************
 DP0320  DESIGNATION -  C 445 RESET 1938
 DP0320  PID         -  DP0320
 DP0320  STATE/COUNTY-  TX/LYNN
 DP0320  USGS QUAD   -  NEW LYNN (1970)
 DP0320
 DP0320                         *CURRENT SURVEY CONTROL
 DP0320  ___________________________________________________________________
 DP0320* NAD 83(1986)-  33 09 56.     (N)    101 41 38.     (W)     SCALED    
 DP0320* NAVD 88     -       923.86   (+/-2cm)    3031.0    (feet)  VERTCON   
 DP0320  ___________________________________________________________________
 DP0320  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 DP0320
 DP0320  VERT ORDER  -  THIRD (See Below)
 DP0320
 DP0320.The horizontal coordinates were scaled from a topographic map and have
 DP0320.an estimated accuracy of +/- 6 seconds.
 DP0320
 DP0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0320.The vertical order pertains to the NGVD 29 superseded value.
 DP0320
 DP0320.The geoid height was determined by GEOID03.
 DP0320
 DP0320;                    North         East    Units  Estimated Accuracy
 DP0320;SPC TXNC     - 2,170,740.      302,160.      MT  (+/- 180 meters Scaled)
 DP0320
 DP0320                          SUPERSEDED SURVEY CONTROL
 DP0320
 DP0320  NGVD 29 (??/??/??)  923.46   (m)         3029.7    (f) RESET       3  
 DP0320
 DP0320.Superseded values are not recommended for survey control.
 DP0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0320.See file dsdata.txt to determine how the superseded data were derived.
 DP0320
 DP0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB487728(NAD 83)
 DP0320_MARKER: DB = BENCH MARK DISK
 DP0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0320_STAMPING: C 445 RESET 1938
 DP0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0320+STABILITY: SURFACE MOTION
 DP0320
 DP0320  HISTORY     - Date     Condition        Report By
 DP0320  HISTORY     - 1938     MONUMENTED       TXHD
 DP0320  HISTORY     - 1970     MARK NOT FOUND   USGS
 DP0320
 DP0320                          STATION DESCRIPTION
 DP0320
 DP0320'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0320'6.0 MI E FROM TAHOKA.
 DP0320'21 FEET SOUTH OF THE ORIGINAL LOCATION OF C 445 WHICH WAS DESCRIBED AS
 DP0320'FOLLOWS-- 6.0 MILES EAST ALONG U. S. HIGHWAY 380 AND STATE HIGHWAY 84
 DP0320'FROM THE COUNTY COURTHOUSE AT TAHOKA, LYNN COUNTY, NEAR A SIDE ROAD
 DP0320'LEADING NORTH, 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2
 DP0320'FEET NORTH OF A ROW OF POLES.  A STANDARD DISK, STAMPED C 445 RESET
 DP0320'1938 AND SET IN THE TOP OF A CONCRETE POST.
 DP0320
 DP0320                          STATION RECOVERY (1970)
 DP0320
 DP0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DP0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0665 ***********************************************************************
 CU0665  DESIGNATION -  C 446 RESET 1960
 CU0665  PID         -  CU0665
 CU0665  STATE/COUNTY-  TX/DAWSON
 CU0665  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0665
 CU0665                         *CURRENT SURVEY CONTROL
 CU0665  ___________________________________________________________________
 CU0665* NAD 83(1986)-  32 42 31.     (N)    101 53 10.     (W)     SCALED    
 CU0665* NAVD 88     -       896.32   (+/-2cm)    2940.7    (feet)  VERTCON   
 CU0665  ___________________________________________________________________
 CU0665  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CU0665
 CU0665  VERT ORDER  -  THIRD (See Below)
 CU0665
 CU0665.The horizontal coordinates were scaled from a topographic map and have
 CU0665.an estimated accuracy of +/- 6 seconds.
 CU0665
 CU0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0665.The vertical order pertains to the NGVD 29 superseded value.
 CU0665
 CU0665.The geoid height was determined by GEOID03.
 CU0665
 CU0665;                    North         East    Units  Estimated Accuracy
 CU0665;SPC TXNC     - 2,120,660.      282,610.      MT  (+/- 180 meters Scaled)
 CU0665
 CU0665                          SUPERSEDED SURVEY CONTROL
 CU0665
 CU0665  NGVD 29 (??/??/??)  896.00   (m)         2939.6    (f) RESET       3  
 CU0665
 CU0665.Superseded values are not recommended for survey control.
 CU0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0665.See file dsdata.txt to determine how the superseded data were derived.
 CU0665
 CU0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB294226(NAD 83)
 CU0665_MARKER: DB = BENCH MARK DISK
 CU0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0665_SP_SET: CULVERT
 CU0665_STAMPING: C 446 RESET 1960
 CU0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0665
 CU0665  HISTORY     - Date     Condition        Report By
 CU0665  HISTORY     - 1960     MONUMENTED       TXHD
 CU0665
 CU0665                          STATION DESCRIPTION
 CU0665
 CU0665'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 CU0665'5.0 MI E FROM LAMESA.
 CU0665'THIS MARK IS LOCATED 5.0 MILES EAST ALONG U.S. HIGHWAY 180 FROM THE
 CU0665'COURTHOUSE AT LAMESA.  2.0 MILES EAST OF THE JUNCTION OF U.S. HIGHWAY
 CU0665'87, IN THE TOP OF THE SOUTH CONCRETE HEADWALL OF A TRIPLE 10-BY 4-FOOT
 CU0665'CONCRETE CULVERT, 23 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 CU0665'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0497 ***********************************************************************
 CU0497  DESIGNATION -  C 447
 CU0497  PID         -  CU0497
 CU0497  STATE/COUNTY-  TX/SCURRY
 CU0497  USGS QUAD   -  IRA NW (1974)
 CU0497
 CU0497                         *CURRENT SURVEY CONTROL
 CU0497  ___________________________________________________________________
 CU0497* NAD 83(1986)-  32 44 37.     (N)    101 09 49.     (W)     SCALED    
 CU0497* NAVD 88     -       733.279  (meters)    2405.77   (feet)  ADJUSTED  
 CU0497  ___________________________________________________________________
 CU0497  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CU0497  DYNAMIC HT  -         732.314 (meters)    2402.60  (feet)  COMP
 CU0497  MODELED GRAV-     979,298.1   (mgal)                       NAVD 88
 CU0497
 CU0497  VERT ORDER  -  SECOND    CLASS 0
 CU0497
 CU0497.The horizontal coordinates were scaled from a topographic map and have
 CU0497.an estimated accuracy of +/- 6 seconds.
 CU0497
 CU0497.The orthometric height was determined by differential leveling
 CU0497.and adjusted by the National Geodetic Survey in June 1991..
 CU0497
 CU0497.The geoid height was determined by GEOID03.
 CU0497
 CU0497.The dynamic height is computed by dividing the NAVD 88
 CU0497.geopotential number by the normal gravity value computed on the
 CU0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0497.degrees latitude (g = 980.6199 gals.).
 CU0497
 CU0497.The modeled gravity was interpolated from observed gravity values.
 CU0497
 CU0497;                    North         East    Units  Estimated Accuracy
 CU0497;SPC TXNC     - 2,122,590.      350,410.      MT  (+/- 180 meters Scaled)
 CU0497
 CU0497                          SUPERSEDED SURVEY CONTROL
 CU0497
 CU0497  NGVD 29 (??/??/92)  732.954  (m)         2404.70   (f) ADJ UNCH    2 0
 CU0497
 CU0497.Superseded values are not recommended for survey control.
 CU0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0497.See file dsdata.txt to determine how the superseded data were derived.
 CU0497
 CU0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB972249(NAD 83)
 CU0497_MARKER: DB = BENCH MARK DISK
 CU0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0497_STAMPING: C 447 1934
 CU0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0497+STABILITY: SURFACE MOTION
 CU0497
 CU0497  HISTORY     - Date     Condition        Report By
 CU0497  HISTORY     - 1934     MONUMENTED       CGS
 CU0497  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0497
 CU0497                          STATION DESCRIPTION
 CU0497
 CU0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0497'15.2 MI W FROM SNYDER.
 CU0497'15.2 MILES WEST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE AT SNYDER,
 CU0497'SCURRY COUNTY, 0.3 MILE NORTH OF A SHARP CURVE, 0.1 MILE SOUTH OF A
 CU0497'SMALL FARMHOUSE, 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1
 CU0497'FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 447
 CU0497'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0250 ***********************************************************************
 CC0250  DESIGNATION -  C 448
 CC0250  PID         -  CC0250
 CC0250  STATE/COUNTY-  TX/WARD
 CC0250  USGS QUAD   -  MONAHANS (1981)
 CC0250
 CC0250                         *CURRENT SURVEY CONTROL
 CC0250  ___________________________________________________________________
 CC0250* NAD 83(1986)-  31 36 53.     (N)    102 56 58.     (W)     SCALED    
 CC0250* NAVD 88     -       800.475  (meters)    2626.23   (feet)  ADJUSTED  
 CC0250  ___________________________________________________________________
 CC0250  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CC0250  DYNAMIC HT  -         799.362 (meters)    2622.57  (feet)  COMP
 CC0250  MODELED GRAV-     979,222.0   (mgal)                       NAVD 88
 CC0250
 CC0250  VERT ORDER  -  SECOND    CLASS 0
 CC0250
 CC0250.The horizontal coordinates were scaled from a topographic map and have
 CC0250.an estimated accuracy of +/- 6 seconds.
 CC0250
 CC0250.The orthometric height was determined by differential leveling
 CC0250.and adjusted by the National Geodetic Survey in June 1991..
 CC0250
 CC0250.The geoid height was determined by GEOID03.
 CC0250
 CC0250.The dynamic height is computed by dividing the NAVD 88
 CC0250.geopotential number by the normal gravity value computed on the
 CC0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0250.degrees latitude (g = 980.6199 gals.).
 CC0250
 CC0250.The modeled gravity was interpolated from observed gravity values.
 CC0250
 CC0250;                    North         East    Units  Estimated Accuracy
 CC0250;SPC TX C     - 3,218,880.      451,810.      MT  (+/- 180 meters Scaled)
 CC0250
 CC0250                          SUPERSEDED SURVEY CONTROL
 CC0250
 CC0250  NGVD 29 (??/??/92)  800.138  (m)         2625.12   (f) ADJ UNCH    2 0
 CC0250
 CC0250.Superseded values are not recommended for survey control.
 CC0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0250.See file dsdata.txt to determine how the superseded data were derived.
 CC0250
 CC0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ945995(NAD 83)
 CC0250_MARKER: DB = BENCH MARK DISK
 CC0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0250_STAMPING: C-448 1935
 CC0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0250+STABILITY: SURFACE MOTION
 CC0250
 CC0250  HISTORY     - Date     Condition        Report By
 CC0250  HISTORY     - 1935     MONUMENTED       CGS
 CC0250
 CC0250                          STATION DESCRIPTION
 CC0250
 CC0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CC0250'4.0 MI N FROM MONAHANS.
 CC0250'4.0 MI. N. ALONG T. AND P. RY. 0.45 MI. N. OF A GATE IN R.O.W. FENCE
 CC0250'AND CATTLEGUARD, 148 FT. E. OF MILE POST NO. 3, 99 FT. E. OF THE
 CC0250'CENTER LINE OF TRACK, AND 2 FT. W. OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0332 ***********************************************************************
 BN0332  DESIGNATION -  C 449
 BN0332  PID         -  BN0332
 BN0332  STATE/COUNTY-  TX/KIMBLE
 BN0332  USGS QUAD   -  SEGOVIA (1974)
 BN0332
 BN0332                         *CURRENT SURVEY CONTROL
 BN0332  ___________________________________________________________________
 BN0332* NAD 83(1986)-  30 29 40.     (N)    099 42 22.     (W)     SCALED    
 BN0332* NAVD 88     -       530.093  (meters)    1739.15   (feet)  ADJUSTED  
 BN0332  ___________________________________________________________________
 BN0332  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 BN0332  DYNAMIC HT  -         529.343 (meters)    1736.69  (feet)  COMP
 BN0332  MODELED GRAV-     979,210.0   (mgal)                       NAVD 88
 BN0332
 BN0332  VERT ORDER  -  SECOND    CLASS 0
 BN0332
 BN0332.The horizontal coordinates were scaled from a topographic map and have
 BN0332.an estimated accuracy of +/- 6 seconds.
 BN0332
 BN0332.The orthometric height was determined by differential leveling
 BN0332.and adjusted by the National Geodetic Survey in June 1991..
 BN0332
 BN0332.The geoid height was determined by GEOID03.
 BN0332
 BN0332.The dynamic height is computed by dividing the NAVD 88
 BN0332.geopotential number by the normal gravity value computed on the
 BN0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0332.degrees latitude (g = 980.6199 gals.).
 BN0332
 BN0332.The modeled gravity was interpolated from observed gravity values.
 BN0332
 BN0332;                    North         East    Units  Estimated Accuracy
 BN0332;SPC TX C     - 3,091,930.      760,210.      MT  (+/- 180 meters Scaled)
 BN0332
 BN0332                          SUPERSEDED SURVEY CONTROL
 BN0332
 BN0332  NGVD 29 (??/??/92)  530.059  (m)         1739.04   (f) ADJ UNCH    2 0
 BN0332
 BN0332.Superseded values are not recommended for survey control.
 BN0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0332.See file dsdata.txt to determine how the superseded data were derived.
 BN0332
 BN0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU322737(NAD 83)
 BN0332_MARKER: DB = BENCH MARK DISK
 BN0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0332_STAMPING: C 449 1935
 BN0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0332+STABILITY: SURFACE MOTION
 BN0332
 BN0332  HISTORY     - Date     Condition        Report By
 BN0332  HISTORY     - 1935     MONUMENTED       CGS
 BN0332  HISTORY     - 1974     GOOD             USGS
 BN0332  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 BN0332
 BN0332                          STATION DESCRIPTION
 BN0332
 BN0332'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 BN0332'4.1 MI SE FROM JUNCTION.
 BN0332'4.1 MI. SE ALONG U.S. HWY. 290 FROM THE COURTHOUSE AT JUNCTION, JCT.
 BN0332'FR 2169 AND INTERSTATE HWY. 10, 2.6 MI. NE ON FR 2169.  0.2 MI. E. OF
 BN0332'PVT. RD. N.  61 FT. S. OF CTR. OF HWY. AND ABOUT 0.5 FT. HIGHER THAN
 BN0332'THE HIGHWAY.  STANDARD BRONZE DISK STAMPED C 449 1935 SET IN A SQUARE
 BN0332'CONCRETE POST PROJECTING 0.5 FT.
 BN0332
 BN0332                          STATION RECOVERY (1998)
 BN0332
 BN0332'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1603 ***********************************************************************
 AN1603  DESIGNATION -  C 45
 AN1603  PID         -  AN1603
 AN1603  STATE/COUNTY-  TX/KARNES
 AN1603  USGS QUAD   -  TULSITA (1987)
 AN1603
 AN1603                         *CURRENT SURVEY CONTROL
 AN1603  ___________________________________________________________________
 AN1603* NAD 83(1986)-  28 43 30.     (N)    097 51 13.     (W)     SCALED    
 AN1603* NAVD 88     -       128.15   (+/-2cm)     420.4    (feet)  VERTCON   
 AN1603  ___________________________________________________________________
 AN1603  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AN1603
 AN1603  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1603
 AN1603.The horizontal coordinates were scaled from a topographic map and have
 AN1603.an estimated accuracy of +/- 6 seconds.
 AN1603
 AN1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1603.The vertical order pertains to the NGVD 29 superseded value.
 AN1603
 AN1603.The geoid height was determined by GEOID03.
 AN1603
 AN1603;                    North         East    Units  Estimated Accuracy
 AN1603;SPC TXSC     - 4,099,370.      711,990.      MT  (+/- 180 meters Scaled)
 AN1603
 AN1603                          SUPERSEDED SURVEY CONTROL
 AN1603
 AN1603  NGVD 29 (??/??/92)  128.082  (m)          420.22   (f) ADJ UNCH    1 2
 AN1603
 AN1603.Superseded values are not recommended for survey control.
 AN1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1603.See file dsdata.txt to determine how the superseded data were derived.
 AN1603
 AN1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS119780(NAD 83)
 AN1603_MARKER: DB = BENCH MARK DISK
 AN1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1603_STAMPING: ELEV 419.983 FT C 45 1917
 AN1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1603+STABILITY: SURFACE MOTION
 AN1603
 AN1603  HISTORY     - Date     Condition        Report By
 AN1603  HISTORY     - 1917     MONUMENTED       CGS
 AN1603  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN1603  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1603
 AN1603                          STATION DESCRIPTION
 AN1603
 AN1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AN1603'1.5 MI SE FROM GREEN.
 AN1603'1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AN1603'AT GREEN, KARNES COUNTY, 38.5 FEET EAST-SOUTHEAST OF THE ELEVENTH POLE
 AN1603'NORTHWEST OF MILEPOST 69, 44 FEET NORTHEAST OF THE CENTERLINE OF THE
 AN1603'TRACK, 37.6 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 181, 2.6
 AN1603'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND 4.5 FEET LOWER THAN
 AN1603'THE TRACK.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 AN1603'PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1603
 AN1603                          STATION RECOVERY (1963)
 AN1603
 AN1603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN1603'MARK NOT FOUND.
 AN1603
 AN1603                          STATION RECOVERY (1981)
 AN1603
 AN1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1603'SEARCHED FOR, NOT RECOVERED.  PROBABLY DESTROYED BY RAILROAD
 AN1603'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0234 ***********************************************************************
 CD0234  DESIGNATION -  C 451
 CD0234  PID         -  CD0234
 CD0234  STATE/COUNTY-  TX/CULBERSON
 CD0234  USGS QUAD   -  VAN HORN (1979)
 CD0234
 CD0234                         *CURRENT SURVEY CONTROL
 CD0234  ___________________________________________________________________
 CD0234* NAD 83(1986)-  31 05 28.     (N)    104 49 15.     (W)     SCALED    
 CD0234* NAVD 88     -      1248.345  (meters)    4095.61   (feet)  ADJUSTED  
 CD0234  ___________________________________________________________________
 CD0234  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 CD0234  DYNAMIC HT  -        1246.387 (meters)    4089.19  (feet)  COMP
 CD0234  MODELED GRAV-     979,028.5   (mgal)                       NAVD 88
 CD0234
 CD0234  VERT ORDER  -  SECOND    CLASS 0
 CD0234
 CD0234.The horizontal coordinates were scaled from a topographic map and have
 CD0234.an estimated accuracy of +/- 6 seconds.
 CD0234
 CD0234.The orthometric height was determined by differential leveling
 CD0234.and adjusted by the National Geodetic Survey in June 1991..
 CD0234
 CD0234.The geoid height was determined by GEOID03.
 CD0234
 CD0234.The dynamic height is computed by dividing the NAVD 88
 CD0234.geopotential number by the normal gravity value computed on the
 CD0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0234.degrees latitude (g = 980.6199 gals.).
 CD0234
 CD0234.The modeled gravity was interpolated from observed gravity values.
 CD0234
 CD0234;                    North         East    Units  Estimated Accuracy
 CD0234;SPC TX C     - 3,166,540.      272,000.      MT  (+/- 180 meters Scaled)
 CD0234
 CD0234                          SUPERSEDED SURVEY CONTROL
 CD0234
 CD0234  NGVD 29 (??/??/92) 1247.834  (m)         4093.94   (f) ADJ UNCH    2 0
 CD0234
 CD0234.Superseded values are not recommended for survey control.
 CD0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0234.See file dsdata.txt to determine how the superseded data were derived.
 CD0234
 CD0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ170397(NAD 83)
 CD0234_MARKER: DB = BENCH MARK DISK
 CD0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0234_STAMPING: C 451 1934
 CD0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0234+STABILITY: SURFACE MOTION
 CD0234
 CD0234  HISTORY     - Date     Condition        Report By
 CD0234  HISTORY     - 1934     MONUMENTED       CGS
 CD0234  HISTORY     - 1958     GOOD             NGS
 CD0234
 CD0234                          STATION DESCRIPTION
 CD0234
 CD0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0234'3.9 MI N FROM VAN HORN.
 CD0234'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0234'STATION AT VAN HORN, THENCE ABOUT 3.65 MILE NORTH ALONG STATE HIGHWAY
 CD0234'54, THENCE ABOUT 0.1 MILE WEST ACROSS A BRUSHY PASTURE TO THE OLD
 CD0234'HIGHWAY.  32 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT
 CD0234'0.3 MILE SOUTH OF A CURVE IN THE OLD HIGHWAY, 2 FEET NORTH OF A WHITE
 CD0234'WOODEN WITNESS POST, ABOUT LEVEL WITH THE OLD ROAD, AND IN THE TOP OF
 CD0234'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0528 ***********************************************************************
 BP0528  DESIGNATION -  C 453
 BP0528  PID         -  BP0528
 BP0528  STATE/COUNTY-  TX/REEVES
 BP0528  USGS QUAD   -  COX DRAW (1980)
 BP0528
 BP0528                         *CURRENT SURVEY CONTROL
 BP0528  ___________________________________________________________________
 BP0528* NAD 83(1986)-  30 58 14.     (N)    103 30 13.     (W)     SCALED    
 BP0528* NAVD 88     -       927.944  (meters)    3044.43   (feet)  POSTED    
 BP0528  ___________________________________________________________________
 BP0528  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BP0528  DYNAMIC HT  -         926.550 (meters)    3039.86  (feet)  COMP
 BP0528  MODELED GRAV-     979,111.7   (mgal)                       NAVD 88
 BP0528
 BP0528  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0528
 BP0528.The horizontal coordinates were scaled from a topographic map and have
 BP0528.an estimated accuracy of +/- 6 seconds.
 BP0528
 BP0528.The orthometric height was determined by differential leveling
 BP0528.and adjusted by the National Geodetic Survey in 1992..
 BP0528.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0528.rate of 1.1 thru 2.0 mm/km.
 BP0528
 BP0528.The geoid height was determined by GEOID03.
 BP0528
 BP0528.The dynamic height is computed by dividing the NAVD 88
 BP0528.geopotential number by the normal gravity value computed on the
 BP0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0528.degrees latitude (g = 980.6199 gals.).
 BP0528
 BP0528.The modeled gravity was interpolated from observed gravity values.
 BP0528
 BP0528;                    North         East    Units  Estimated Accuracy
 BP0528;SPC TX C     - 3,148,860.      397,210.      MT  (+/- 180 meters Scaled)
 BP0528
 BP0528                          SUPERSEDED SURVEY CONTROL
 BP0528
 BP0528  NGVD 29 (??/??/92)  927.642  (m)         3043.44   (f) ADJ UNCH    2 0
 BP0528
 BP0528.Superseded values are not recommended for survey control.
 BP0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0528.See file dsdata.txt to determine how the superseded data were derived.
 BP0528
 BP0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ429272(NAD 83)
 BP0528_MARKER: DB = BENCH MARK DISK
 BP0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0528_STAMPING: C 453 1934
 BP0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0528+STABILITY: SURFACE MOTION
 BP0528
 BP0528  HISTORY     - Date     Condition        Report By
 BP0528  HISTORY     - 1934     MONUMENTED       CGS
 BP0528  HISTORY     - 1970     GOOD             USGS
 BP0528
 BP0528                          STATION DESCRIPTION
 BP0528
 BP0528'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BP0528'14.6 MI E FROM BALMORHEA.
 BP0528'ABOUT 14.6 MILES E. ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0528'BALMORHEA, ABOUT 0.5 MILE WEST OF HOEFS ROAD LEADING NORTH, ABOUT 0.2
 BP0528'MILE EAST OF A ROCK CULVERT, 45 FEET NORTH OF THE CENTERLINE OF THE
 BP0528'HIGHWAY, AND ABOUT 2.4 FEET LOWER THAN THE HIGHWAY.  IN THE TOP OF A
 BP0528'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0028 ***********************************************************************
 BB0028  DESIGNATION -  C 455
 BB0028  PID         -  BB0028
 BB0028  STATE/COUNTY-  TX/PRESIDIO
 BB0028  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0028
 BB0028                         *CURRENT SURVEY CONTROL
 BB0028  ___________________________________________________________________
 BB0028* NAD 83(1986)-  29 33 42.     (N)    104 22 42.     (W)     SCALED    
 BB0028* NAVD 88     -       787.296  (meters)    2582.99   (feet)  ADJUSTED  
 BB0028  ___________________________________________________________________
 BB0028  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 BB0028  DYNAMIC HT  -         786.019 (meters)    2578.80  (feet)  COMP
 BB0028  MODELED GRAV-     978,995.7   (mgal)                       NAVD 88
 BB0028
 BB0028  VERT ORDER  -  FIRST     CLASS II
 BB0028
 BB0028.The horizontal coordinates were scaled from a topographic map and have
 BB0028.an estimated accuracy of +/- 6 seconds.
 BB0028
 BB0028.The orthometric height was determined by differential leveling
 BB0028.and adjusted by the National Geodetic Survey in June 1991..
 BB0028
 BB0028.The geoid height was determined by GEOID03.
 BB0028
 BB0028.The dynamic height is computed by dividing the NAVD 88
 BB0028.geopotential number by the normal gravity value computed on the
 BB0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0028.degrees latitude (g = 980.6199 gals.).
 BB0028
 BB0028.The modeled gravity was interpolated from observed gravity values.
 BB0028
 BB0028;                    North         East    Units  Estimated Accuracy
 BB0028;SPC TXSC     - 4,203,530.       79,050.      MT  (+/- 180 meters Scaled)
 BB0028
 BB0028                          SUPERSEDED SURVEY CONTROL
 BB0028
 BB0028  NGVD 29 (??/??/92)  786.913  (m)         2581.73   (f) ADJ UNCH    1 2
 BB0028
 BB0028.Superseded values are not recommended for survey control.
 BB0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0028.See file dsdata.txt to determine how the superseded data were derived.
 BB0028
 BB0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN602703(NAD 83)
 BB0028_MARKER: DB = BENCH MARK DISK
 BB0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0028_STAMPING: C-455 1935
 BB0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0028+STABILITY: SURFACE MOTION
 BB0028
 BB0028  HISTORY     - Date     Condition        Report By
 BB0028  HISTORY     - 1935     MONUMENTED       CGS
 BB0028  HISTORY     - 1958     MARK NOT FOUND   NGS
 BB0028
 BB0028                          STATION DESCRIPTION
 BB0028
 BB0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BB0028'IN PRESIDIO.
 BB0028'AT THE END OF A PICKET FENCE, AT KINGS PRESIDIO TOURIST PARK, 27 FT.
 BB0028'W. OF A BROWN STUCCOED ADOBE HOUSE, AND 31 FT. N. OF THE CENTER LINE
 BB0028'OF ROAD.
 BB0028
 BB0028                          STATION RECOVERY (1958)
 BB0028
 BB0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0187 ***********************************************************************
 AM0187  DESIGNATION -  C 456
 AM0187  PID         -  AM0187
 AM0187  STATE/COUNTY-  TX/MATAGORDA
 AM0187  USGS QUAD   -  BAY CITY (1972)
 AM0187
 AM0187                         *CURRENT SURVEY CONTROL
 AM0187  ___________________________________________________________________
 AM0187* NAD 83(1986)-  28 58 35.     (N)    095 58 27.     (W)     SCALED    
 AM0187* NAVD 88     -        15.85   (+/-2cm)      52.0    (feet)  VERTCON   
 AM0187  ___________________________________________________________________
 AM0187  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AM0187
 AM0187  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0187
 AM0187.The horizontal coordinates were scaled from a topographic map and have
 AM0187.an estimated accuracy of +/- 6 seconds.
 AM0187
 AM0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0187.The vertical order pertains to the NGVD 29 superseded value.
 AM0187
 AM0187.The geoid height was determined by GEOID03.
 AM0187
 AM0187;                    North         East    Units  Estimated Accuracy
 AM0187;SPC TXSC     - 4,130,500.      894,830.      MT  (+/- 180 meters Scaled)
 AM0187
 AM0187                          SUPERSEDED SURVEY CONTROL
 AM0187
 AM0187  NGVD 29 (??/??/92)   15.873  (m)           52.08   (f) ADJ UNCH    1 1
 AM0187
 AM0187.Superseded values are not recommended for survey control.
 AM0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0187.See file dsdata.txt to determine how the superseded data were derived.
 AM0187
 AM0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN101090(NAD 83)
 AM0187_MARKER: DB = BENCH MARK DISK
 AM0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0187_SP_SET: BUILDING
 AM0187_STAMPING: C 456 1951
 AM0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0187
 AM0187  HISTORY     - Date     Condition        Report By
 AM0187  HISTORY     - 1951     MONUMENTED       CGS
 AM0187  HISTORY     - 1972     GOOD             NGS
 AM0187  HISTORY     - 19910630 GOOD             USPSQD
 AM0187  HISTORY     - 19961116 GOOD             USPSQD
 AM0187
 AM0187                          STATION DESCRIPTION
 AM0187
 AM0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0187'IN BAY CITY.
 AM0187'AT BAY CITY, 0.3 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AM0187'THE STATION, AT THE SOUTHEAST CORNER OF THE JUNCTION OF THE RAILROAD
 AM0187'AND AVENUE B, AT THE NORTHEAST CORNER OF ZOIN BAPTIST CHURCH, SET
 AM0187'VERTICALLY IN THE NORTH FACE OF THE CONCRETE FOUNDATION OF THE BRICK
 AM0187'CHURCH BUILDING, 95.8 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 AM0187'146 FEET EAST OF THE CENTER LINE OF THE AVENUE, 28.9 FEET WEST OF THE
 AM0187'NORTHEAST CORNER OF THE BUILDING, 1.6 FEET WEST OF THE WEST EDGE OF
 AM0187'THE NORTH ENTRANCE, 8 1/2 FEET SOUTH OF THE SOUTH CURB OF A STREET,
 AM0187'ABOUT LEVEL WITH THE TRACK AND 0.5 FOOT ABOVE THE GROUND.
 AM0187
 AM0187                          STATION RECOVERY (1991)
 AM0187
 AM0187'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AM0187'RECOVERED IN GOOD CONDITION.
 AM0187
 AM0187                          STATION RECOVERY (1996)
 AM0187
 AM0187'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2019 ***********************************************************************
 AW2019  DESIGNATION -  C 457
 AW2019  PID         -  AW2019
 AW2019  STATE/COUNTY-  TX/BRAZORIA
 AW2019  USGS QUAD   -  MANVEL (1974)
 AW2019
 AW2019                         *CURRENT SURVEY CONTROL
 AW2019  ___________________________________________________________________
 AW2019* NAD 83(1986)-  29 26 56.     (N)    095 17 43.     (W)     SCALED    
 AW2019* NAVD 88     -        14.31   (+/-2cm)      46.9    (feet)  VERTCON   
 AW2019  ___________________________________________________________________
 AW2019  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW2019
 AW2019  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2019
 AW2019.The horizontal coordinates were scaled from a topographic map and have
 AW2019.an estimated accuracy of +/- 6 seconds.
 AW2019
 AW2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2019.The vertical order pertains to the NGVD 29 superseded value.
 AW2019
 AW2019.The geoid height was determined by GEOID03.
 AW2019
 AW2019;                    North         East    Units  Estimated Accuracy
 AW2019;SPC TXSC     - 4,184,740.      959,310.      MT  (+/- 180 meters Scaled)
 AW2019
 AW2019                          SUPERSEDED SURVEY CONTROL
 AW2019
 AW2019  NGVD 29 (??/??/92)   14.307  (m)           46.94   (f) ADJ UNCH    1 2
 AW2019
 AW2019.Superseded values are not recommended for survey control.
 AW2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2019.See file dsdata.txt to determine how the superseded data were derived.
 AW2019
 AW2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN773599(NAD 83)
 AW2019_MARKER: DB = BENCH MARK DISK
 AW2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2019_SP_SET: CONCRETE POST
 AW2019_STAMPING: C 457 1951
 AW2019_MARK LOGO: CGS   
 AW2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2019+STABILITY: SURFACE MOTION
 AW2019
 AW2019  HISTORY     - Date     Condition        Report By
 AW2019  HISTORY     - 1951     MONUMENTED       CGS
 AW2019  HISTORY     - 1964     GOOD             NGS
 AW2019  HISTORY     - 1978     GOOD             NGS
 AW2019  HISTORY     - 1987     GOOD             NGS
 AW2019  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2019  HISTORY     - 19960928 GOOD             USPSQD
 AW2019
 AW2019                          STATION DESCRIPTION
 AW2019
 AW2019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2019'4.2 MI NW FROM ALVIN.
 AW2019'3.7 MILES WEST ALONG THE GULF, COLORADO, AND SANTA FE RAILROAD FROM
 AW2019'THE STATION AT ALVIN, THENCE 0.5 MILE NORTHEAST ALONG COUNTY ROAD 146,
 AW2019'AT THE SOUTHWEST CORNER OF THE ALVIN AIRPORT, 38 FEET SOUTHEAST OF THE
 AW2019'CENTER LINE OF THE ROAD, 47 FEET NORTH OF THE NORTH CORNER OF A SMALL
 AW2019'HOUSE, 23 FEET SOUTHWEST OF A FENCE, 13 FEET SOUTH OF A TELEPHONE
 AW2019'POLE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW2019'FLUSH WITH THE GROUND.
 AW2019
 AW2019                          STATION RECOVERY (1978)
 AW2019
 AW2019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2019'RECOVERED IN GOOD CONDITION.
 AW2019
 AW2019                          STATION RECOVERY (1987)
 AW2019
 AW2019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2019'RECOVERED IN GOOD CONDITION.
 AW2019
 AW2019                          STATION RECOVERY (1990)
 AW2019
 AW2019'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW2019'MARK NOT FOUND.
 AW2019
 AW2019                          STATION RECOVERY (1996)
 AW2019
 AW2019'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0714 ***********************************************************************
 AW0714  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0714  DESIGNATION -  C 458
 AW0714  PID         -  AW0714
 AW0714  STATE/COUNTY-  TX/HARRIS
 AW0714  USGS QUAD   -  CROSBY (1982)
 AW0714
 AW0714                         *CURRENT SURVEY CONTROL
 AW0714  ___________________________________________________________________
 AW0714* NAD 83(1993)-  29 55 16.89691(N)    095 03 10.44800(W)     ADJUSTED  
 AW0714* NAVD 88     -        15.44   (meters)      50.7    (feet)  GPS OBS   
 AW0714  ___________________________________________________________________
 AW0714  X           -    -487,286.552 (meters)                     COMP
 AW0714  Y           -  -5,511,099.055 (meters)                     COMP
 AW0714  Z           -   3,162,815.369 (meters)                     COMP
 AW0714  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW0714  ELLIP HEIGHT-         -11.88  (meters)          (10/25/00) GPS OBS
 AW0714  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW0714  DYNAMIC HT  -          15.42  (meters)      50.6   (feet)  COMP
 AW0714  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 AW0714  OBS GRAVITY -     979,300.9   (mgal)                       GRAV_OBS
 AW0714
 AW0714  HORZ ORDER  -  FIRST
 AW0714  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0714  ELLP ORDER  -  FOURTH    CLASS I
 AW0714
 AW0714.The horizontal coordinates were established by GPS observations
 AW0714.and adjusted by the National Geodetic Survey in October 1996..
 AW0714
 AW0714.The orthometric height was determined by GPS observations and a
 AW0714.high-resolution geoid model using precise GPS observation and
 AW0714.processing techniques. It supersedes the leveled height previously
 AW0714.determined for this station.
 AW0714.The vertical order pertains to the first NAVD 88 superseded value.
 AW0714
 AW0714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0714
 AW0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0714
 AW0714.The ellipsoidal height was determined by GPS observations
 AW0714.and is referenced to NAD 83.
 AW0714
 AW0714.The geoid height was determined by GEOID03.
 AW0714
 AW0714.The dynamic height is computed by dividing the NAVD 88
 AW0714.geopotential number by the normal gravity value computed on the
 AW0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0714.degrees latitude (g = 980.6199 gals.).
 AW0714
 AW0714.The modeled gravity was interpolated from observed gravity values.
 AW0714.The observed gravity was obtained from relative gravimeter ties
 AW0714.to the IGSN71 gravity network.
 AW0714
 AW0714;                    North         East     Units Scale Factor Converg.
 AW0714;SPC TXSC     - 4,237,842.938   981,036.129   MT  0.99991547   +1 56 01.4
 AW0714;SPC TXSC     -13,903,656.37  3,218,616.03   sFT  0.99991547   +1 56 01.4
 AW0714;UTM  15      - 3,311,842.889   301,824.949   MT  1.00008457   -1 01 27.6
 AW0714
 AW0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0714!SPC TXSC     -   1.00000187  x   0.99991547  =   0.99991734
 AW0714!UTM  15      -   1.00000187  x   1.00008457  =   1.00008644
 AW0714
 AW0714                          SUPERSEDED SURVEY CONTROL
 AW0714
 AW0714  ELLIP H (10/17/96)  -11.76   (m)                       GP(       ) 3 1
 AW0714  NAVD 88 (06/15/91)   15.446  (m)           50.68   (f) ADJUSTED    1 1
 AW0714  NGVD 29 (12/23/87)   15.445  (m)           50.67   (f) ADJUSTED    1 1
 AW0714
 AW0714.Superseded values are not recommended for survey control.
 AW0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0714.See file dsdata.txt to determine how the superseded data were derived.
 AW0714
 AW0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0182511843(NAD 83)
 AW0714_MARKER: DB = BENCH MARK DISK
 AW0714_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0714_SP_SET: HEADWALL
 AW0714_STAMPING: C 458 1951
 AW0714_MARK LOGO: CGS   
 AW0714_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0714+STABILITY: SURFACE MOTION
 AW0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0714+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1995
 AW0714
 AW0714  HISTORY     - Date     Condition        Report By
 AW0714  HISTORY     - 1951     MONUMENTED       CGS
 AW0714  HISTORY     - 1972     GOOD             NGS
 AW0714  HISTORY     - 1978     GOOD             NGS
 AW0714  HISTORY     - 1978     GOOD             DOD
 AW0714  HISTORY     - 1987     GOOD             NGS
 AW0714  HISTORY     - 1988     GOOD             USPSQD
 AW0714  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0714  HISTORY     - 19941213 GOOD             USPSQD
 AW0714  HISTORY     - 19950417 GOOD             HGCSD
 AW0714  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW0714
 AW0714                          STATION DESCRIPTION
 AW0714
 AW0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0714'1.25 MI NE FROM CROSBY.
 AW0714'ABOUT 1.25 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AW0714'THE CROSSING OF MAIN STREET THENCE 64.7 FEET SOUTHEAST OF THE
 AW0714'SOUTHEAST RAIL AT THE CENTER OF THE CROSSING OF RAMSEY ROAD, SET IN
 AW0714'THE TOP IN THE CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT
 AW0714'OVER AN 18-INCH PIPE, WHICH RUNS UNDER RAMSEY ROAD, 28 1/2 FEET EAST
 AW0714'OF THE CENTER LINE OF RAMSEY ROAD, 45 FEET NORTHWEST OF THE CENTER OF
 AW0714'THE PAVED ROAD WHICH PARALLELS THE TRACKS, 75 1/2 FEET SOUTH OF THE
 AW0714'SECOND TELEGRAPH POLE NORTHEAST OF MILE POST 340, ABOUT LEVEL WITH THE
 AW0714'ROAD AND 3 FEET BELOW THE LEVEL OF THE RAIL.
 AW0714
 AW0714                          STATION RECOVERY (1978)
 AW0714
 AW0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0714'RECOVERED IN GOOD CONDITION.
 AW0714
 AW0714                          STATION RECOVERY (1978)
 AW0714
 AW0714'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0714'RECOVERED IN GOOD CONDITION.
 AW0714
 AW0714                          STATION RECOVERY (1987)
 AW0714
 AW0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0714'RECOVERED IN GOOD CONDITION.
 AW0714
 AW0714                          STATION RECOVERY (1988)
 AW0714
 AW0714'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0714'RECOVERED IN GOOD CONDITION.
 AW0714
 AW0714                          STATION RECOVERY (1990)
 AW0714
 AW0714'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW0714'MARK NOT FOUND.
 AW0714
 AW0714                          STATION RECOVERY (1994)
 AW0714
 AW0714'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0714'RECOVERED IN GOOD CONDITION.
 AW0714
 AW0714                          STATION RECOVERY (1995)
 AW0714
 AW0714'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0714'RECOVERED AS DESCRIBED.
 AW0714
 AW0714                          STATION RECOVERY (2001)
 AW0714
 AW0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0714'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1631 ***********************************************************************
 AW1631  DESIGNATION -  C 459
 AW1631  PID         -  AW1631
 AW1631  STATE/COUNTY-  TX/GALVESTON
 AW1631  USGS QUAD   -  TEXAS CITY (1994)
 AW1631
 AW1631                         *CURRENT SURVEY CONTROL
 AW1631  ___________________________________________________________________
 AW1631* NAD 83(1986)-  29 24 27.     (N)    094 55 25.     (W)     SCALED    
 AW1631* NAVD 88     -         0.758  (meters)       2.49   (feet)  ADJUSTED  
 AW1631  ___________________________________________________________________
 AW1631  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1631  DYNAMIC HT  -           0.757 (meters)       2.48  (feet)  COMP
 AW1631  MODELED GRAV-     979,270.9   (mgal)                       NAVD 88
 AW1631
 AW1631  VERT ORDER  -  FIRST     CLASS II
 AW1631
 AW1631.The horizontal coordinates were scaled from a topographic map and have
 AW1631.an estimated accuracy of +/- 6 seconds.
 AW1631
 AW1631.The orthometric height was determined by differential leveling
 AW1631.and adjusted by the National Geodetic Survey in June 1991..
 AW1631
 AW1631.The geoid height was determined by GEOID03.
 AW1631
 AW1631.The dynamic height is computed by dividing the NAVD 88
 AW1631.geopotential number by the normal gravity value computed on the
 AW1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1631.degrees latitude (g = 980.6199 gals.).
 AW1631
 AW1631.The modeled gravity was interpolated from observed gravity values.
 AW1631
 AW1631;                    North         East    Units  Estimated Accuracy
 AW1631;SPC TXSC     - 4,181,350.      995,500.      MT  (+/- 180 meters Scaled)
 AW1631
 AW1631                          SUPERSEDED SURVEY CONTROL
 AW1631
 AW1631  NGVD 29 (12/23/87)    0.754  (m)            2.47   (f) ADJUSTED    1 2
 AW1631
 AW1631.Superseded values are not recommended for survey control.
 AW1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1631.See file dsdata.txt to determine how the superseded data were derived.
 AW1631
 AW1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN133546(NAD 83)
 AW1631_MARKER: DB = BENCH MARK DISK
 AW1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1631_SP_SET: CONCRETE POST
 AW1631_STAMPING: C 459 1951
 AW1631_MARK LOGO: CGS   
 AW1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1631+STABILITY: SURFACE MOTION
 AW1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1631+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 AW1631
 AW1631  HISTORY     - Date     Condition        Report By
 AW1631  HISTORY     - 1951     MONUMENTED       CGS
 AW1631  HISTORY     - 1973     GOOD             NGS
 AW1631  HISTORY     - 1978     GOOD             NGS
 AW1631  HISTORY     - 1983     GOOD             NGS
 AW1631  HISTORY     - 1987     GOOD             USPSQD
 AW1631  HISTORY     - 1987     GOOD             NGS
 AW1631  HISTORY     - 1989     GOOD             USPSQD
 AW1631  HISTORY     - 1990     GOOD             USPSQD
 AW1631  HISTORY     - 1991     GOOD             USPSQD
 AW1631  HISTORY     - 19940326 GOOD             USPSQD
 AW1631  HISTORY     - 20050702 GOOD             USPSQD
 AW1631
 AW1631                          STATION DESCRIPTION
 AW1631
 AW1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1631'2.45 MI NW FROM TEXAS CITY.
 AW1631'ABOUT 2.45 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE AT
 AW1631'TEXAS CITY, ABOUT 0.1 MILE EAST OF 21ST STREET N, ABOUT 400 FEET
 AW1631'NORTHEAST OF A BRICK SCHOOL BUILDING, 205 FEET SOUTH OF THE CENTER
 AW1631'LINE OF LOOP 197, 157 FEET SOUTH OF A POWER POLE AT THE SOUTHEAST
 AW1631'CORNER OF A CONCRETE FLOOR SLAB (FORMERLY A HANGAR), 3.8 FEET
 AW1631'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE SLAB, 2 1/2 FEET SOUTH
 AW1631'OF THE SOUTHERN EDGE OF THE CONCRETE SLAB, 1 FOOT NORTH OF A METAL
 AW1631'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A DISK SET IN THE TOP
 AW1631'OF A CONCRETE POST 5 INCHES BELOW THE LEVEL OF THE GROUND.
 AW1631
 AW1631                          STATION RECOVERY (1978)
 AW1631
 AW1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1631'RECOVERED IN GOOD CONDITION.
 AW1631
 AW1631                          STATION RECOVERY (1983)
 AW1631
 AW1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1631'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1631'WHITNEY BUILDING.
 AW1631
 AW1631                          STATION RECOVERY (1987)
 AW1631
 AW1631'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1631'RECOVERED IN GOOD CONDITION.
 AW1631
 AW1631                          STATION RECOVERY (1987)
 AW1631
 AW1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1631'RECOVERED IN GOOD CONDITION.
 AW1631
 AW1631                          STATION RECOVERY (1989)
 AW1631
 AW1631'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1631'RECOVERED IN GOOD CONDITION.
 AW1631
 AW1631                          STATION RECOVERY (1990)
 AW1631
 AW1631'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1631'RECOVERED IN GOOD CONDITION.
 AW1631
 AW1631                          STATION RECOVERY (1991)
 AW1631
 AW1631'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1631'RECOVERED IN GOOD CONDITION.
 AW1631
 AW1631                          STATION RECOVERY (1994)
 AW1631
 AW1631'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1631'RECOVERED IN GOOD CONDITION.
 AW1631
 AW1631                          STATION RECOVERY (2005)
 AW1631
 AW1631'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1511 ***********************************************************************
 AN1511  DESIGNATION -  C 46
 AN1511  PID         -  AN1511
 AN1511  STATE/COUNTY-  TX/SAN PATRICIO
 AN1511  USGS QUAD   -  SINTON WEST (1979)
 AN1511
 AN1511                         *CURRENT SURVEY CONTROL
 AN1511  ___________________________________________________________________
 AN1511* NAD 83(1986)-  28 03 32.     (N)    097 31 32.     (W)     SCALED    
 AN1511* NAVD 88     -        15.16   (+/-2cm)      49.7    (feet)  VERTCON   
 AN1511  ___________________________________________________________________
 AN1511  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN1511
 AN1511  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1511
 AN1511.The horizontal coordinates were scaled from a topographic map and have
 AN1511.an estimated accuracy of +/- 6 seconds.
 AN1511
 AN1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1511.The vertical order pertains to the NGVD 29 superseded value.
 AN1511
 AN1511.The geoid height was determined by GEOID03.
 AN1511
 AN1511;                    North         East    Units  Estimated Accuracy
 AN1511;SPC TX S     - 5,265,420.      395,800.      MT  (+/- 180 meters Scaled)
 AN1511
 AN1511                          SUPERSEDED SURVEY CONTROL
 AN1511
 AN1511  NGVD 29 (??/??/92)   15.32   (m)           50.3    (f) COMPUTED    1 2
 AN1511
 AN1511.Superseded values are not recommended for survey control.
 AN1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1511.See file dsdata.txt to determine how the superseded data were derived.
 AN1511
 AN1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS449046(NAD 83)
 AN1511_MARKER: DB = BENCH MARK DISK
 AN1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1511_STAMPING: C-46 1917 ELEV. 50.331 FT.
 AN1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1511+STABILITY: SURFACE MOTION
 AN1511
 AN1511  HISTORY     - Date     Condition        Report By
 AN1511  HISTORY     - 1917     MONUMENTED       CGS
 AN1511  HISTORY     - 1943     GOOD             NGS
 AN1511  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1511  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1511  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1511
 AN1511                          STATION DESCRIPTION
 AN1511
 AN1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1511'1.7 MI NW FROM SINTON.
 AN1511'1.7 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1511'STATION AT SINTON, 50 FEET NORTHWEST OF A POINT ON THE SOUTHWEST SIDE
 AN1511'OF THE TRACK FROM THE 5TH. POLE NORTHWEST OF MILEPOST NO. 121, 41 FEET
 AN1511'NORTHEAST OF THE CENTER-LINE OF U.S. HIGHWAY NO. 181, 35 FEET
 AN1511'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 2 FEET NORTHWEST OF THE
 AN1511'REFERENCE POST.  BENCH MARK DISK SET IN TOP OF CONCRETE POST
 AN1511'PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 AN1511
 AN1511                          STATION RECOVERY (1974)
 AN1511
 AN1511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1511'MARK NOT FOUND.
 AN1511
 AN1511                          STATION RECOVERY (1981)
 AN1511
 AN1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1511'SEARCHED FOR, NOT RECOVERED.
 AN1511
 AN1511                          STATION RECOVERY (1996)
 AN1511
 AN1511'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1139 ***********************************************************************
 AY1139  DESIGNATION -  C 461
 AY1139  PID         -  AY1139
 AY1139  STATE/COUNTY-  TX/BANDERA
 AY1139  USGS QUAD   -  BANDERA (1982)
 AY1139
 AY1139                         *CURRENT SURVEY CONTROL
 AY1139  ___________________________________________________________________
 AY1139* NAD 83(1986)-  29 43 47.     (N)    099 04 52.     (W)     SCALED    
 AY1139* NAVD 88     -       377.823  (meters)    1239.57   (feet)  ADJUSTED  
 AY1139  ___________________________________________________________________
 AY1139  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AY1139  DYNAMIC HT  -         377.278 (meters)    1237.79  (feet)  COMP
 AY1139  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 AY1139
 AY1139  VERT ORDER  -  SECOND    CLASS 0
 AY1139
 AY1139.The horizontal coordinates were scaled from a topographic map and have
 AY1139.an estimated accuracy of +/- 6 seconds.
 AY1139
 AY1139.The orthometric height was determined by differential leveling
 AY1139.and adjusted by the National Geodetic Survey in June 1991..
 AY1139
 AY1139.The geoid height was determined by GEOID03.
 AY1139
 AY1139.The dynamic height is computed by dividing the NAVD 88
 AY1139.geopotential number by the normal gravity value computed on the
 AY1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1139.degrees latitude (g = 980.6199 gals.).
 AY1139
 AY1139.The modeled gravity was interpolated from observed gravity values.
 AY1139
 AY1139;                    North         East    Units  Estimated Accuracy
 AY1139;SPC TXSC     - 4,210,170.      592,150.      MT  (+/- 180 meters Scaled)
 AY1139
 AY1139                          SUPERSEDED SURVEY CONTROL
 AY1139
 AY1139  NGVD 29 (??/??/92)  377.712  (m)         1239.21   (f) ADJ UNCH    2 0
 AY1139
 AY1139.Superseded values are not recommended for survey control.
 AY1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1139.See file dsdata.txt to determine how the superseded data were derived.
 AY1139
 AY1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT921888(NAD 83)
 AY1139_MARKER: DB = BENCH MARK DISK
 AY1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1139_STAMPING: C 461 1953
 AY1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1139+STABILITY: SURFACE MOTION
 AY1139
 AY1139  HISTORY     - Date     Condition        Report By
 AY1139  HISTORY     - 1953     MONUMENTED       CGS
 AY1139  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1139
 AY1139                          STATION DESCRIPTION
 AY1139
 AY1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1139'0.95 MI SW FROM BANDERA.
 AY1139'0.65 MILE WEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT BANDERA,
 AY1139'THENCE 0.3 MILE SOUTH ACROSS A FOOT BRIDGE OVER THE MEDINA RIVER, 70
 AY1139'YARDS SOUTH OF THE SOUTH END OF A WOODEN FOOT BRIDGE, AT THE NORTHWEST
 AY1139'CORNER OF THE NORTH AND SOUTH RUNWAY OF THE MAYAN RANCH AIRPORT, 250
 AY1139'FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 28 FEET NORTHWEST OF A
 AY1139'LARGE BOULDER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AY1139'FOOT ABOVE THE GROUND.
 AY1139
 AY1139                          STATION RECOVERY (1993)
 AY1139
 AY1139'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1408 ***********************************************************************
 AY1408  DESIGNATION -  C 462
 AY1408  PID         -  AY1408
 AY1408  STATE/COUNTY-  TX/REAL
 AY1408  USGS QUAD   -  JO JAN VAN CAMP (1971)
 AY1408
 AY1408                         *CURRENT SURVEY CONTROL
 AY1408  ___________________________________________________________________
 AY1408* NAD 83(1986)-  29 46 00.     (N)    099 53 51.     (W)     SCALED    
 AY1408* NAVD 88     -       707.700  (meters)    2321.85   (feet)  ADJUSTED  
 AY1408  ___________________________________________________________________
 AY1408  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 AY1408  DYNAMIC HT  -         706.644 (meters)    2318.38  (feet)  COMP
 AY1408  MODELED GRAV-     979,126.4   (mgal)                       NAVD 88
 AY1408
 AY1408  VERT ORDER  -  SECOND    CLASS 0
 AY1408
 AY1408.The horizontal coordinates were scaled from a topographic map and have
 AY1408.an estimated accuracy of +/- 6 seconds.
 AY1408
 AY1408.The orthometric height was determined by differential leveling
 AY1408.and adjusted by the National Geodetic Survey in June 1991..
 AY1408
 AY1408.The geoid height was determined by GEOID03.
 AY1408
 AY1408.The dynamic height is computed by dividing the NAVD 88
 AY1408.geopotential number by the normal gravity value computed on the
 AY1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1408.degrees latitude (g = 980.6199 gals.).
 AY1408
 AY1408.The modeled gravity was interpolated from observed gravity values.
 AY1408
 AY1408;                    North         East    Units  Estimated Accuracy
 AY1408;SPC TXSC     - 4,214,600.      513,210.      MT  (+/- 180 meters Scaled)
 AY1408
 AY1408                          SUPERSEDED SURVEY CONTROL
 AY1408
 AY1408  NGVD 29 (??/??/92)  707.592  (m)         2321.49   (f) ADJ UNCH    2 0
 AY1408
 AY1408.Superseded values are not recommended for survey control.
 AY1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1408.See file dsdata.txt to determine how the superseded data were derived.
 AY1408
 AY1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT132932(NAD 83)
 AY1408_MARKER: DB = BENCH MARK DISK
 AY1408_SETTING: 66 = SET IN ROCK OUTCROP
 AY1408_SP_SET: ROCK OUTCROP
 AY1408_STAMPING: C 462 1953
 AY1408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1408+STABILITY: POSITION/ELEVATION WELL
 AY1408
 AY1408  HISTORY     - Date     Condition        Report By
 AY1408  HISTORY     - 1953     MONUMENTED       CGS
 AY1408  HISTORY     - 20010331 GOOD             NGS
 AY1408  HISTORY     - 20010331 GOOD             NGS
 AY1408  HISTORY     - 20010801 GOOD             NGS
 AY1408
 AY1408                          STATION DESCRIPTION
 AY1408
 AY1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1408'10.6 MI NE FROM CAMP WOOD.
 AY1408'0.1 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP WOOD,
 AY1408'THENCE 10.5 MILES NORTHEAST ALONG RANCH ROAD 337, 0.15 MILE NORTHEAST
 AY1408'OF A PRIVATE DRIVEWAY LEADING SOUTHEAST, 114 FEET NORTHWEST OF THE
 AY1408'CENTER LINE OF THE RANCH ROAD, 64.3 FEET NORTHWEST OF A FENCE, 5 FEET
 AY1408'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A FLAT ROCK OUTCROP.
 AY1408
 AY1408                          STATION RECOVERY (2001)
 AY1408
 AY1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1408'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1408
 AY1408                          STATION RECOVERY (2001)
 AY1408
 AY1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1408'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1408
 AY1408                          STATION RECOVERY (2001)
 AY1408
 AY1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1408'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2131 ***********************************************************************
 AY2131  DESIGNATION -  C 463 RESET
 AY2131  PID         -  AY2131
 AY2131  STATE/COUNTY-  TX/BANDERA
 AY2131  USGS QUAD   -  PIPE CREEK (1982)
 AY2131
 AY2131                         *CURRENT SURVEY CONTROL
 AY2131  ___________________________________________________________________
 AY2131* NAD 83(1986)-  29 44 33.     (N)    098 58 43.     (W)     SCALED    
 AY2131* NAVD 88     -       395.59   (meters)    1297.9    (feet)  RESET     
 AY2131  ___________________________________________________________________
 AY2131  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AY2131
 AY2131  VERT ORDER  -  THIRD
 AY2131
 AY2131.The horizontal coordinates were scaled from a topographic map and have
 AY2131.an estimated accuracy of +/- 6 seconds.
 AY2131
 AY2131.The orthometric height was computed from unverified reset data.
 AY2131.No vertical observational check was made to the station.
 AY2131
 AY2131.The geoid height was determined by GEOID03.
 AY2131
 AY2131;                    North         East    Units  Estimated Accuracy
 AY2131;SPC TXSC     - 4,211,590.      602,070.      MT  (+/- 180 meters Scaled)
 AY2131
 AY2131                          SUPERSEDED SURVEY CONTROL
 AY2131
 AY2131  NGVD 29 (01/29/03)  395.49   (m)         1297.5    (f) RESET       3  
 AY2131
 AY2131.Superseded values are not recommended for survey control.
 AY2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2131.See file dsdata.txt to determine how the superseded data were derived.
 AY2131
 AY2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT020902(NAD 83)
 AY2131_MARKER: DB = BENCH MARK DISK
 AY2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2131_SP_SET: CONCRETE POST
 AY2131_STAMPING: C 463 RESET 1980
 AY2131_MARK LOGO: NGS   
 AY2131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2131+STABILITY: SURFACE MOTION
 AY2131
 AY2131  HISTORY     - Date     Condition        Report By
 AY2131  HISTORY     - 1980     MONUMENTED       NGS
 AY2131  HISTORY     - 19931027 GOOD             USPSQD
 AY2131
 AY2131                          STATION DESCRIPTION
 AY2131
 AY2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY2131'2.3 MI (3.7 KM) NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 AY2131'IN PIPECREEK, 32 FT (9.8 M) WEST OF THE CENTER OF A DRIVEWAY, 6 FEET
 AY2131'NORTH OF THE NORTH EDGE OF THE NEW ROAD AND 2 FT (0.6 M) SOUTH OF A
 AY2131'WOOD WITNESS POST, AND RECESSED 2 INCHES.
 AY2131
 AY2131                          STATION RECOVERY (1993)
 AY2131
 AY2131'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY2131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1025 ***********************************************************************
 AY1025  DESIGNATION -  C 464
 AY1025  PID         -  AY1025
 AY1025  STATE/COUNTY-  TX/BEXAR
 AY1025  USGS QUAD   -  SAN GERONIMO (1982)
 AY1025
 AY1025                         *CURRENT SURVEY CONTROL
 AY1025  ___________________________________________________________________
 AY1025* NAD 83(1986)-  29 37 23.     (N)    098 47 38.     (W)     SCALED    
 AY1025* NAVD 88     -       378.692  (meters)    1242.43   (feet)  ADJUSTED  
 AY1025  ___________________________________________________________________
 AY1025  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AY1025  DYNAMIC HT  -         378.135 (meters)    1240.60  (feet)  COMP
 AY1025  MODELED GRAV-     979,162.5   (mgal)                       NAVD 88
 AY1025
 AY1025  VERT ORDER  -  SECOND    CLASS 0
 AY1025
 AY1025.The horizontal coordinates were scaled from a topographic map and have
 AY1025.an estimated accuracy of +/- 6 seconds.
 AY1025
 AY1025.The orthometric height was determined by differential leveling
 AY1025.and adjusted by the National Geodetic Survey in June 1991..
 AY1025
 AY1025.The geoid height was determined by GEOID03.
 AY1025
 AY1025.The dynamic height is computed by dividing the NAVD 88
 AY1025.geopotential number by the normal gravity value computed on the
 AY1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1025.degrees latitude (g = 980.6199 gals.).
 AY1025
 AY1025.The modeled gravity was interpolated from observed gravity values.
 AY1025
 AY1025;                    North         East    Units  Estimated Accuracy
 AY1025;SPC TXSC     - 4,198,370.      619,960.      MT  (+/- 180 meters Scaled)
 AY1025
 AY1025                          SUPERSEDED SURVEY CONTROL
 AY1025
 AY1025  NGVD 29 (??/??/92)  378.582  (m)         1242.06   (f) ADJ UNCH    2 0
 AY1025
 AY1025.Superseded values are not recommended for survey control.
 AY1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1025.See file dsdata.txt to determine how the superseded data were derived.
 AY1025
 AY1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT199770(NAD 83)
 AY1025_MARKER: DB = BENCH MARK DISK
 AY1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1025_SP_SET: BRIDGE
 AY1025_STAMPING: C 464 1953
 AY1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1025
 AY1025  HISTORY     - Date     Condition        Report By
 AY1025  HISTORY     - 1953     MONUMENTED       CGS
 AY1025  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1025  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 AY1025
 AY1025                          STATION DESCRIPTION
 AY1025
 AY1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1025'0.15 MI SE FROM SAN GERONIMO.
 AY1025'0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 16 FROM A ROCK MOBILGAS
 AY1025'SERVICE STATION AT SAN GERONIMO, 18 FEET SOUTHWEST OF THE CENTER LINE
 AY1025'OF THE HIGHWAY, 6 FEET SOUTHWEST OF A STEEL GUARD RAIL, SET IN THE TOP
 AY1025'OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF AN 81 FOOT CONCRETE
 AY1025'BRIDGE.
 AY1025
 AY1025                          STATION RECOVERY (1990)
 AY1025
 AY1025'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1025'MARK NOT FOUND.
 AY1025
 AY1025                          STATION RECOVERY (1999)
 AY1025
 AY1025'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0947 ***********************************************************************
 AH0947  DESIGNATION -  C 465
 AH0947  PID         -  AH0947
 AH0947  STATE/COUNTY-  TX/NUECES
 AH0947  USGS QUAD   -  ROBSTOWN (1975)
 AH0947
 AH0947                         *CURRENT SURVEY CONTROL
 AH0947  ___________________________________________________________________
 AH0947* NAD 83(1986)-  27 47 52.     (N)    097 44 02.     (W)     SCALED    
 AH0947* NAVD 88     -        25.064  (meters)      82.23   (feet)  ADJUSTED  
 AH0947  ___________________________________________________________________
 AH0947  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0947  DYNAMIC HT  -          25.025 (meters)      82.10  (feet)  COMP
 AH0947  MODELED GRAV-     979,116.1   (mgal)                       NAVD 88
 AH0947
 AH0947  VERT ORDER  -  FIRST     CLASS II
 AH0947
 AH0947.The horizontal coordinates were scaled from a topographic map and have
 AH0947.an estimated accuracy of +/- 6 seconds.
 AH0947
 AH0947.The orthometric height was determined by differential leveling
 AH0947.and adjusted by the National Geodetic Survey in June 1991..
 AH0947
 AH0947.The geoid height was determined by GEOID03.
 AH0947
 AH0947.The dynamic height is computed by dividing the NAVD 88
 AH0947.geopotential number by the normal gravity value computed on the
 AH0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0947.degrees latitude (g = 980.6199 gals.).
 AH0947
 AH0947.The modeled gravity was interpolated from observed gravity values.
 AH0947
 AH0947;                    North         East    Units  Estimated Accuracy
 AH0947;SPC TX S     - 5,236,350.      375,500.      MT  (+/- 180 meters Scaled)
 AH0947
 AH0947                          SUPERSEDED SURVEY CONTROL
 AH0947
 AH0947  NGVD 29 (??/??/92)   25.193  (m)           82.65   (f) ADJ UNCH    1 2
 AH0947
 AH0947.Superseded values are not recommended for survey control.
 AH0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0947.See file dsdata.txt to determine how the superseded data were derived.
 AH0947
 AH0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR247754(NAD 83)
 AH0947_MARKER: DB = BENCH MARK DISK
 AH0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0947_STAMPING: C 465 1951
 AH0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0947+STABILITY: SURFACE MOTION
 AH0947
 AH0947  HISTORY     - Date     Condition        Report By
 AH0947  HISTORY     - 1951     MONUMENTED       CGS
 AH0947  HISTORY     - 20010331 GOOD             NGS
 AH0947  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AH0947
 AH0947                          STATION DESCRIPTION
 AH0947
 AH0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0947'4.5 MI W FROM ROBSTOWN.
 AH0947'4.5 MILES WEST ALONG THE TEXAS AND MEXICAN RAILWAY FROM THE STATION AT
 AH0947'ROBSTOWN, AT A ROAD CROSSING, 82 FEET SOUTH OF AND ACROSS THE TRACK
 AH0947'FROM MILEPOST 141, 37.7 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 35
 AH0947'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 9.4 FEET NORTH OF
 AH0947'A FENCE, 3.7 FEET WEST OF A TELEGRAPH POLE AND IN LINE WITH THE ROW OF
 AH0947'POLES, 3.3 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 AH0947'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AH0947
 AH0947                          STATION RECOVERY (2001)
 AH0947
 AH0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0947'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH0947
 AH0947                          STATION RECOVERY (2004)
 AH0947
 AH0947'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0646 ***********************************************************************
 AY0646  DESIGNATION -  C 466
 AY0646  PID         -  AY0646
 AY0646  STATE/COUNTY-  TX/BEXAR
 AY0646  USGS QUAD   -  TERRELL WELLS (1992)
 AY0646
 AY0646                         *CURRENT SURVEY CONTROL
 AY0646  ___________________________________________________________________
 AY0646* NAD 83(1986)-  29 20 35.     (N)    098 35 36.     (W)     SCALED    
 AY0646* NAVD 88     -       219.008  (meters)     718.53   (feet)  ADJUSTED  
 AY0646  ___________________________________________________________________
 AY0646  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AY0646  DYNAMIC HT  -         218.691 (meters)     717.49  (feet)  COMP
 AY0646  MODELED GRAV-     979,192.7   (mgal)                       NAVD 88
 AY0646
 AY0646  VERT ORDER  -  FIRST     CLASS II
 AY0646
 AY0646.The horizontal coordinates were scaled from a topographic map and have
 AY0646.an estimated accuracy of +/- 6 seconds.
 AY0646
 AY0646.The orthometric height was determined by differential leveling
 AY0646.and adjusted by the National Geodetic Survey in June 1991..
 AY0646
 AY0646.The geoid height was determined by GEOID03.
 AY0646
 AY0646.The dynamic height is computed by dividing the NAVD 88
 AY0646.geopotential number by the normal gravity value computed on the
 AY0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0646.degrees latitude (g = 980.6199 gals.).
 AY0646
 AY0646.The modeled gravity was interpolated from observed gravity values.
 AY0646
 AY0646;                    North         East    Units  Estimated Accuracy
 AY0646;SPC TXSC     - 4,167,390.      639,490.      MT  (+/- 180 meters Scaled)
 AY0646
 AY0646                          SUPERSEDED SURVEY CONTROL
 AY0646
 AY0646  NGVD 29 (??/??/92)  218.907  (m)          718.20   (f) ADJ UNCH    1 2
 AY0646
 AY0646.Superseded values are not recommended for survey control.
 AY0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0646.See file dsdata.txt to determine how the superseded data were derived.
 AY0646
 AY0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT394460(NAD 83)
 AY0646_MARKER: DB = BENCH MARK DISK
 AY0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0646_STAMPING: C 466 1952
 AY0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0646+STABILITY: SURFACE MOTION
 AY0646
 AY0646  HISTORY     - Date     Condition        Report By
 AY0646  HISTORY     - 1952     MONUMENTED       CGS
 AY0646  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0646  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0646  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0646
 AY0646                          STATION DESCRIPTION
 AY0646
 AY0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0646'IN SAN ANTONIO.
 AY0646'AT SAN ANTONIO, 0.2 MILE SOUTHWEST ALONG PEARSALL ROAD FROM ITS
 AY0646'JUNCTION WITH DWYER ROAD, THENCE 1.25 MILES SOUTHEAST ALONG A WINDING
 AY0646'PRIVATE DIRT ROAD, AT A JUNCTION WITH A PRIVATE ROAD LEADING
 AY0646'SOUTHWEST, 27 FEET NORTHWEST OF THE CENTER OF THE ROAD JUNCTION, 3
 AY0646'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0646'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0646
 AY0646                          STATION RECOVERY (1966)
 AY0646
 AY0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0646'MARK NOT FOUND.
 AY0646
 AY0646                          STATION RECOVERY (1989)
 AY0646
 AY0646'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0646'MARK NOT FOUND.
 AY0646
 AY0646                          STATION RECOVERY (1999)
 AY0646
 AY0646'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0150 ***********************************************************************
 CC0150  DESIGNATION -  C 467
 CC0150  PID         -  CC0150
 CC0150  STATE/COUNTY-  TX/PECOS
 CC0150  USGS QUAD   -  GIRVIN (1972)
 CC0150
 CC0150                         *CURRENT SURVEY CONTROL
 CC0150  ___________________________________________________________________
 CC0150* NAD 83(1986)-  31 04 43.     (N)    102 24 05.     (W)     SCALED    
 CC0150* NAVD 88     -       701.997  (meters)    2303.14   (feet)  ADJUSTED  
 CC0150  ___________________________________________________________________
 CC0150  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CC0150  DYNAMIC HT  -         701.001 (meters)    2299.87  (feet)  COMP
 CC0150  MODELED GRAV-     979,198.7   (mgal)                       NAVD 88
 CC0150
 CC0150  VERT ORDER  -  SECOND    CLASS 0
 CC0150
 CC0150.The horizontal coordinates were scaled from a topographic map and have
 CC0150.an estimated accuracy of +/- 6 seconds.
 CC0150
 CC0150.The orthometric height was determined by differential leveling
 CC0150.and adjusted by the National Geodetic Survey in June 1991..
 CC0150
 CC0150.The geoid height was determined by GEOID03.
 CC0150
 CC0150.The dynamic height is computed by dividing the NAVD 88
 CC0150.geopotential number by the normal gravity value computed on the
 CC0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0150.degrees latitude (g = 980.6199 gals.).
 CC0150
 CC0150.The modeled gravity was interpolated from observed gravity values.
 CC0150
 CC0150;                    North         East    Units  Estimated Accuracy
 CC0150;SPC TX C     - 3,158,360.      502,690.      MT  (+/- 180 meters Scaled)
 CC0150
 CC0150                          SUPERSEDED SURVEY CONTROL
 CC0150
 CC0150  NGVD 29 (??/??/92)  701.794  (m)         2302.47   (f) ADJ UNCH    2 0
 CC0150
 CC0150.Superseded values are not recommended for survey control.
 CC0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0150.See file dsdata.txt to determine how the superseded data were derived.
 CC0150
 CC0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ479412(NAD 83)
 CC0150_MARKER: DB = BENCH MARK DISK
 CC0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0150_STAMPING: C 467 1935 2302.469
 CC0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0150+STABILITY: SURFACE MOTION
 CC0150
 CC0150  HISTORY     - Date     Condition        Report By
 CC0150  HISTORY     - 1935     MONUMENTED       CGS
 CC0150  HISTORY     - 1958     GOOD             NGS
 CC0150  HISTORY     - 1968     GOOD             NGS
 CC0150  HISTORY     - 20030902 GOOD             INDIV
 CC0150
 CC0150                          STATION DESCRIPTION
 CC0150
 CC0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0150'11.35 MI SW FROM MCCAMEY.
 CC0150'ABOUT 11.35 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0150'FROM THE STATION AT MCCAMEY, 41 FEET EAST OF MILEPOST 850, 48 FEET
 CC0150'NORTH OF THE NORTH RAIL, ABOUT 0.4 MILE SOUTHWEST OF THE GIRVIN
 CC0150'STATION SIGN, 1 1/2 FEET NORTH OF A WOVEN WIRE FENCE, ABOUT 4 1/2 FEET
 CC0150'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CC0150'PROJECTING 4 INCHES.
 CC0150
 CC0150                          STATION RECOVERY (1968)
 CC0150
 CC0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CC0150'RECOVERED IN GOOD CONDITION.
 CC0150
 CC0150                          STATION RECOVERY (2003)
 CC0150
 CC0150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0222 ***********************************************************************
 BP0222  DESIGNATION -  C 468
 BP0222  PID         -  BP0222
 BP0222  STATE/COUNTY-  TX/PECOS
 BP0222  USGS QUAD   -  CAVE MESA NE (1980)
 BP0222
 BP0222                         *CURRENT SURVEY CONTROL
 BP0222  ___________________________________________________________________
 BP0222* NAD 83(1986)-  30 44 08.     (N)    103 06 05.     (W)     SCALED    
 BP0222* NAVD 88     -      1008.705  (meters)    3309.39   (feet)  ADJUSTED  
 BP0222  ___________________________________________________________________
 BP0222  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 BP0222  DYNAMIC HT  -        1007.139 (meters)    3304.26  (feet)  COMP
 BP0222  MODELED GRAV-     979,055.0   (mgal)                       NAVD 88
 BP0222
 BP0222  VERT ORDER  -  SECOND    CLASS 0
 BP0222
 BP0222.The horizontal coordinates were scaled from a topographic map and have
 BP0222.an estimated accuracy of +/- 6 seconds.
 BP0222
 BP0222.The orthometric height was determined by differential leveling
 BP0222.and adjusted by the National Geodetic Survey in June 1991..
 BP0222
 BP0222.The geoid height was determined by GEOID03.
 BP0222
 BP0222.The dynamic height is computed by dividing the NAVD 88
 BP0222.geopotential number by the normal gravity value computed on the
 BP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0222.degrees latitude (g = 980.6199 gals.).
 BP0222
 BP0222.The modeled gravity was interpolated from observed gravity values.
 BP0222
 BP0222;                    North         East    Units  Estimated Accuracy
 BP0222;SPC TX C     - 3,121,790.      434,970.      MT  (+/- 180 meters Scaled)
 BP0222
 BP0222                          SUPERSEDED SURVEY CONTROL
 BP0222
 BP0222  NGVD 29 (??/??/92) 1008.333  (m)         3308.17   (f) ADJ UNCH    2 0
 BP0222
 BP0222.Superseded values are not recommended for survey control.
 BP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0222.See file dsdata.txt to determine how the superseded data were derived.
 BP0222
 BP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ817018(NAD 83)
 BP0222_MARKER: DB = BENCH MARK DISK
 BP0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0222_STAMPING: C 468 1935 3308.172
 BP0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0222+STABILITY: SURFACE MOTION
 BP0222
 BP0222  HISTORY     - Date     Condition        Report By
 BP0222  HISTORY     - 1935     MONUMENTED       CGS
 BP0222  HISTORY     - 1958     GOOD             NGS
 BP0222
 BP0222                          STATION DESCRIPTION
 BP0222
 BP0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0222'17.3 MI SW FROM FORT STOCKTON.
 BP0222'ABOUT 17.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0222'FROM THE STATION AT FORT STOCKTON, 5 FEET NORTHWEST OF MILEPOST 899,
 BP0222'49 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 0.4 MILE NORTHEAST OF A
 BP0222'TRESTLE, 10 RAILS NORTHEAST OF TWO 36-INCH PIPE CULVERTS, 49 FEET
 BP0222'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 1 1/2 FEET SOUTHEAST OF A
 BP0222'WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 BP0222'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0422 ***********************************************************************
 BP0422  DESIGNATION -  C 469 RESET 1952
 BP0422  PID         -  BP0422
 BP0422  STATE/COUNTY-  TX/BREWSTER
 BP0422  USGS QUAD   -  ALPINE NORTH (1972)
 BP0422
 BP0422                         *CURRENT SURVEY CONTROL
 BP0422  ___________________________________________________________________
 BP0422* NAD 83(1986)-  30 24 47.     (N)    103 41 24.     (W)     SCALED    
 BP0422* NAVD 88     -      1349.422  (meters)    4427.23   (feet)  ADJUSTED  
 BP0422  ___________________________________________________________________
 BP0422  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 BP0422  DYNAMIC HT  -        1347.252 (meters)    4420.11  (feet)  COMP
 BP0422  MODELED GRAV-     978,986.1   (mgal)                       NAVD 88
 BP0422  OBS GRAVITY -     978,986.8   (mgal)                       GRAV_OBS
 BP0422
 BP0422  VERT ORDER  -  FIRST     CLASS I
 BP0422
 BP0422.The horizontal coordinates were scaled from a topographic map and have
 BP0422.an estimated accuracy of +/- 6 seconds.
 BP0422
 BP0422.The orthometric height was determined by differential leveling
 BP0422.and adjusted by the National Geodetic Survey in June 1991..
 BP0422
 BP0422.The geoid height was determined by GEOID03.
 BP0422
 BP0422.The dynamic height is computed by dividing the NAVD 88
 BP0422.geopotential number by the normal gravity value computed on the
 BP0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0422.degrees latitude (g = 980.6199 gals.).
 BP0422
 BP0422.The modeled gravity was interpolated from observed gravity values.
 BP0422.The observed gravity was obtained from relative gravimeter ties
 BP0422.to the IGSN71 gravity network.
 BP0422
 BP0422;                    North         East    Units  Estimated Accuracy
 BP0422;SPC TXSC     - 4,294,950.      149,470.      MT  (+/- 180 meters Scaled)
 BP0422
 BP0422                          SUPERSEDED SURVEY CONTROL
 BP0422
 BP0422  NGVD 29 (??/??/92) 1348.975  (m)         4425.76   (f) ADJ UNCH    1 1
 BP0422
 BP0422.Superseded values are not recommended for survey control.
 BP0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0422.See file dsdata.txt to determine how the superseded data were derived.
 BP0422
 BP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP258652(NAD 83)
 BP0422_MARKER: DB = BENCH MARK DISK
 BP0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0422_STAMPING: C 469 RESET 1952
 BP0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0422+STABILITY: SURFACE MOTION
 BP0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0422+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 BP0422
 BP0422  HISTORY     - Date     Condition        Report By
 BP0422  HISTORY     - 1952     MONUMENTED       CGS
 BP0422  HISTORY     - 1958     GOOD             NGS
 BP0422  HISTORY     - 1977     GOOD             NGS
 BP0422  HISTORY     - 1981     GOOD             NGS
 BP0422  HISTORY     - 1989     GOOD             USPSQD
 BP0422  HISTORY     - 19961007 GOOD             USPSQD
 BP0422  HISTORY     - 20030419 GOOD             USPSQD
 BP0422
 BP0422                          STATION DESCRIPTION
 BP0422
 BP0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0422'4.2 MI NW FROM ALPINE.
 BP0422'ABOUT 4.2 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0422'NEW ORLEANS RAILROAD STATION AT ALPINE, 0.25 MILE SOUTHEAST OF THE
 BP0422'JUNCTION OF A PRIVATE ROAD LEADING EAST, 62 FEET NORTHEAST OF THE
 BP0422'CENTER LINE OF THE HIGHWAY, 290 FEET NORTHWEST OF THE MOST
 BP0422'NORTHWESTERLY ONE OF SEVEN 36-INCH CONCRETE PIPE CULVERTS, 2 FEET
 BP0422'NORTHEAST OF A FENCE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 BP0422'AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BP0422
 BP0422                          STATION RECOVERY (1977)
 BP0422
 BP0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0422'RECOVERED IN GOOD CONDITION.
 BP0422
 BP0422                          STATION RECOVERY (1981)
 BP0422
 BP0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0422'ADD: 23.8 M (78.0 FT) NW OF A GATE AND FIELD ROAD LEADING EAST 1.0 M.
 BP0422'(3.2 FT) NE OF A METAL WITNESS POST.
 BP0422
 BP0422                          STATION RECOVERY (1989)
 BP0422
 BP0422'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0422'RECOVERED IN GOOD CONDITION.
 BP0422
 BP0422                          STATION RECOVERY (1996)
 BP0422
 BP0422'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0422'RECOVERED IN GOOD CONDITION.
 BP0422
 BP0422                          STATION RECOVERY (2003)
 BP0422
 BP0422'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BP0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0486 ***********************************************************************
 BP0486  DESIGNATION -  C 470
 BP0486  PID         -  BP0486
 BP0486  STATE/COUNTY-  TX/JEFF DAVIS
 BP0486  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0486
 BP0486                         *CURRENT SURVEY CONTROL
 BP0486  ___________________________________________________________________
 BP0486* NAD 83(1986)-  30 50 43.     (N)    103 47 48.     (W)     SCALED    
 BP0486* NAVD 88     -      1153.860  (meters)    3785.62   (feet)  POSTED    
 BP0486  ___________________________________________________________________
 BP0486  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 BP0486  DYNAMIC HT  -        1152.060 (meters)    3779.72  (feet)  COMP
 BP0486  MODELED GRAV-     979,038.7   (mgal)                       NAVD 88
 BP0486
 BP0486  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0486
 BP0486.The horizontal coordinates were scaled from a topographic map and have
 BP0486.an estimated accuracy of +/- 6 seconds.
 BP0486
 BP0486.The orthometric height was determined by differential leveling
 BP0486.and adjusted by the National Geodetic Survey in 1992..
 BP0486.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0486.rate of 1.1 thru 2.0 mm/km.
 BP0486
 BP0486.The geoid height was determined by GEOID03.
 BP0486
 BP0486.The dynamic height is computed by dividing the NAVD 88
 BP0486.geopotential number by the normal gravity value computed on the
 BP0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0486.degrees latitude (g = 980.6199 gals.).
 BP0486
 BP0486.The modeled gravity was interpolated from observed gravity values.
 BP0486
 BP0486;                    North         East    Units  Estimated Accuracy
 BP0486;SPC TX C     - 3,135,810.      368,800.      MT  (+/- 180 meters Scaled)
 BP0486
 BP0486                          SUPERSEDED SURVEY CONTROL
 BP0486
 BP0486  NGVD 29 (??/??/92) 1153.47   (m)         3784.3    (f) COMPUTED    2 0
 BP0486
 BP0486.Superseded values are not recommended for survey control.
 BP0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0486.See file dsdata.txt to determine how the superseded data were derived.
 BP0486
 BP0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ150130(NAD 83)
 BP0486_MARKER: DB = BENCH MARK DISK
 BP0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0486_STAMPING: C-470 1934
 BP0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0486+STABILITY: SURFACE MOTION
 BP0486
 BP0486  HISTORY     - Date     Condition        Report By
 BP0486  HISTORY     - 1934     MONUMENTED       CGS
 BP0486  HISTORY     - 1935     GOOD             NGS
 BP0486  HISTORY     - 1940     GOOD             NGS
 BP0486  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BP0486  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0486
 BP0486                          STATION DESCRIPTION
 BP0486
 BP0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BP0486'7.7 MI S FROM TOYAHVALE.
 BP0486'7.7 MI. S. ALONG STATE NO. 17 0.1 MI. S.E. OF A STONE AND CEMENT WATER
 BP0486'RESEVOIR, ABOUT 90 FT. N. OF A RANCH HOUSE, 500 FT. N.E. OF A SMALL
 BP0486'STEEL ROOFED SHACK, AND 25 FT. N.E. OF THE CENTER LINE OF HWY.
 BP0486
 BP0486                          STATION RECOVERY (1940)
 BP0486
 BP0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 BP0486'RECOVERED IN GOOD CONDITION.
 BP0486
 BP0486                          STATION RECOVERY (1989)
 BP0486
 BP0486'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0486'MARK NOT FOUND.
 BP0486
 BP0486                          STATION RECOVERY (1996)
 BP0486
 BP0486'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0487 ***********************************************************************
 BP0487  DESIGNATION -  C 470 RESET 1940
 BP0487  PID         -  BP0487
 BP0487  STATE/COUNTY-  TX/JEFF DAVIS
 BP0487  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0487
 BP0487                         *CURRENT SURVEY CONTROL
 BP0487  ___________________________________________________________________
 BP0487* NAD 83(1986)-  30 50 43.     (N)    103 47 48.     (W)     SCALED    
 BP0487* NAVD 88     -      1152.897  (meters)    3782.46   (feet)  POSTED    
 BP0487  ___________________________________________________________________
 BP0487  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 BP0487  DYNAMIC HT  -        1151.100 (meters)    3776.57  (feet)  COMP
 BP0487  MODELED GRAV-     979,038.7   (mgal)                       NAVD 88
 BP0487
 BP0487  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0487
 BP0487.The horizontal coordinates were scaled from a topographic map and have
 BP0487.an estimated accuracy of +/- 6 seconds.
 BP0487
 BP0487.The orthometric height was determined by differential leveling
 BP0487.and adjusted by the National Geodetic Survey in 1992..
 BP0487.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0487.rate of 1.1 thru 2.0 mm/km.
 BP0487
 BP0487.The geoid height was determined by GEOID03.
 BP0487
 BP0487.The dynamic height is computed by dividing the NAVD 88
 BP0487.geopotential number by the normal gravity value computed on the
 BP0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0487.degrees latitude (g = 980.6199 gals.).
 BP0487
 BP0487.The modeled gravity was interpolated from observed gravity values.
 BP0487
 BP0487;                    North         East    Units  Estimated Accuracy
 BP0487;SPC TX C     - 3,135,810.      368,800.      MT  (+/- 180 meters Scaled)
 BP0487
 BP0487                          SUPERSEDED SURVEY CONTROL
 BP0487
 BP0487  NGVD 29 (??/??/92) 1152.50   (m)         3781.2    (f) COMPUTED    2 0
 BP0487
 BP0487.Superseded values are not recommended for survey control.
 BP0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0487.See file dsdata.txt to determine how the superseded data were derived.
 BP0487
 BP0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ150130(NAD 83)
 BP0487_MARKER: DB = BENCH MARK DISK
 BP0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0487_SP_SET: CULVERT
 BP0487_STAMPING: C 470 RESET 1940
 BP0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0487
 BP0487  HISTORY     - Date     Condition        Report By
 BP0487  HISTORY     - 1940     MONUMENTED       TXHD
 BP0487  HISTORY     - 1958     GOOD             NGS
 BP0487  HISTORY     - 19961011 GOOD             USPSQD
 BP0487
 BP0487                          STATION DESCRIPTION
 BP0487
 BP0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0487'7.3 MI S FROM TOYAHVALE.
 BP0487'ABOUT 7.3 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0487'TOYAHVALE, IN THE TOP AND CENTER OF THE NORTH-NORTHEAST HEAD WALL OF A
 BP0487'CONCRETE CULVERT, 22 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 BP0487'HIGHWAY, 0.4 MILE SOUTH OF THE JUNCTION OF FARM ROAD 1832, AND ABOUT
 BP0487'LEVEL WITH THE HIGHWAY.
 BP0487
 BP0487                          STATION RECOVERY (1996)
 BP0487
 BP0487'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0599 ***********************************************************************
 DO0599  DESIGNATION -  C 471
 DO0599  PID         -  DO0599
 DO0599  STATE/COUNTY-  TX/KNOX
 DO0599  USGS QUAD   -  CEDAR MOUNTAIN (1981)
 DO0599
 DO0599                         *CURRENT SURVEY CONTROL
 DO0599  ___________________________________________________________________
 DO0599* NAD 83(1986)-  33 34 59.     (N)    099 53 28.     (W)     SCALED    
 DO0599* NAVD 88     -       498.490  (meters)    1635.46   (feet)  ADJUSTED  
 DO0599  ___________________________________________________________________
 DO0599  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DO0599  DYNAMIC HT  -         497.905 (meters)    1633.54  (feet)  COMP
 DO0599  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 DO0599
 DO0599  VERT ORDER  -  SECOND    CLASS 0
 DO0599
 DO0599.The horizontal coordinates were scaled from a topographic map and have
 DO0599.an estimated accuracy of +/- 6 seconds.
 DO0599
 DO0599.The orthometric height was determined by differential leveling
 DO0599.and adjusted by the National Geodetic Survey in June 1991..
 DO0599
 DO0599.The geoid height was determined by GEOID03.
 DO0599
 DO0599.The dynamic height is computed by dividing the NAVD 88
 DO0599.geopotential number by the normal gravity value computed on the
 DO0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0599.degrees latitude (g = 980.6199 gals.).
 DO0599
 DO0599.The modeled gravity was interpolated from observed gravity values.
 DO0599
 DO0599;                    North         East    Units  Estimated Accuracy
 DO0599;SPC TXNC     - 2,213,370.      470,870.      MT  (+/- 180 meters Scaled)
 DO0599
 DO0599                          SUPERSEDED SURVEY CONTROL
 DO0599
 DO0599  NGVD 29 (??/??/92)  498.328  (m)         1634.93   (f) ADJ UNCH    2 0
 DO0599
 DO0599.Superseded values are not recommended for survey control.
 DO0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0599.See file dsdata.txt to determine how the superseded data were derived.
 DO0599
 DO0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC173162(NAD 83)
 DO0599_MARKER: DB = BENCH MARK DISK
 DO0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0599_SP_SET: CULVERT
 DO0599_STAMPING: C 471 1934
 DO0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0599
 DO0599  HISTORY     - Date     Condition        Report By
 DO0599  HISTORY     - 1934     MONUMENTED       CGS
 DO0599  HISTORY     - 1958     GOOD             NGS
 DO0599
 DO0599                          STATION DESCRIPTION
 DO0599
 DO0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0599'5.7 MI W FROM BENJAMIN.
 DO0599'5.7 MILES WEST ALONG U.S. HIGHWAY 82 FROM BENJAMIN, KNOX COUNTY, 15
 DO0599'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A 4-FOOT SQUARE
 DO0599'CONCRETE CULVERT, AND IN THE TOP OF THE SOUTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0195 ***********************************************************************
 DP0195  DESIGNATION -  C 472
 DP0195  PID         -  DP0195
 DP0195  STATE/COUNTY-  TX/DICKENS
 DP0195  USGS QUAD   -  EAST AFTON (1981)
 DP0195
 DP0195                         *CURRENT SURVEY CONTROL
 DP0195  ___________________________________________________________________
 DP0195* NAD 83(1986)-  33 37 38.     (N)    100 39 28.     (W)     SCALED    
 DP0195* NAVD 88     -       687.962  (meters)    2257.09   (feet)  ADJUSTED  
 DP0195  ___________________________________________________________________
 DP0195  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DP0195  DYNAMIC HT  -         687.140 (meters)    2254.39  (feet)  COMP
 DP0195  MODELED GRAV-     979,418.2   (mgal)                       NAVD 88
 DP0195
 DP0195  VERT ORDER  -  SECOND    CLASS 0
 DP0195
 DP0195.The horizontal coordinates were scaled from a topographic map and have
 DP0195.an estimated accuracy of +/- 6 seconds.
 DP0195
 DP0195.The orthometric height was determined by differential leveling
 DP0195.and adjusted by the National Geodetic Survey in June 1991..
 DP0195
 DP0195.The geoid height was determined by GEOID03.
 DP0195
 DP0195.The dynamic height is computed by dividing the NAVD 88
 DP0195.geopotential number by the normal gravity value computed on the
 DP0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0195.degrees latitude (g = 980.6199 gals.).
 DP0195
 DP0195.The modeled gravity was interpolated from observed gravity values.
 DP0195
 DP0195;                    North         East    Units  Estimated Accuracy
 DP0195;SPC TXNC     - 2,219,470.      399,820.      MT  (+/- 180 meters Scaled)
 DP0195
 DP0195                          SUPERSEDED SURVEY CONTROL
 DP0195
 DP0195  NGVD 29 (??/??/92)  687.732  (m)         2256.33   (f) ADJ UNCH    2 0
 DP0195
 DP0195.Superseded values are not recommended for survey control.
 DP0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0195.See file dsdata.txt to determine how the superseded data were derived.
 DP0195
 DP0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC462220(NAD 83)
 DP0195_MARKER: DB = BENCH MARK DISK
 DP0195_SETTING: 0 = UNSPECIFIED SETTING
 DP0195_STAMPING: C-472 1935
 DP0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0195
 DP0195  HISTORY     - Date     Condition        Report By
 DP0195  HISTORY     - 1935     MONUMENTED       CGS
 DP0195  HISTORY     - 1968     GOOD             USGS
 DP0195
 DP0195                          STATION DESCRIPTION
 DP0195
 DP0195'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0195'8.9 MI E FROM DICKENS.
 DP0195'8.9 MILES EAST ALONG US HIGHWAY 82 FROM THE COURT HOUSE IN DICKENS,
 DP0195'THENCE 0.7 MILES NORTH ALONG A COUNTY ROAD TO OLD HIGHWAY SCAR, THENCE
 DP0195'0.3 MILE EAST ALONG OLD HIGHWAY TO BM, WHICH IS 13 FT. SOUTH OF CENTER
 DP0195'LINE OF OLD ROAD SCAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0207 ***********************************************************************
 DP0207  DESIGNATION -  C 473 RESET 1940
 DP0207  PID         -  DP0207
 DP0207  STATE/COUNTY-  TX/DICKENS
 DP0207  USGS QUAD   -  HAYSTACK MOUNTAIN (1981)
 DP0207
 DP0207                         *CURRENT SURVEY CONTROL
 DP0207  ___________________________________________________________________
 DP0207* NAD 83(1986)-  33 38 49.     (N)    100 56 15.     (W)     SCALED    
 DP0207* NAVD 88     -       805.86   (meters)    2643.9    (feet)  RESET     
 DP0207  ___________________________________________________________________
 DP0207  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DP0207
 DP0207  VERT ORDER  -  THIRD
 DP0207
 DP0207.The horizontal coordinates were scaled from a topographic map and have
 DP0207.an estimated accuracy of +/- 6 seconds.
 DP0207
 DP0207.The orthometric height was computed from unverified reset data.
 DP0207
 DP0207.The geoid height was determined by GEOID03.
 DP0207
 DP0207;                    North         East    Units  Estimated Accuracy
 DP0207;SPC TXNC     - 2,222,220.      373,920.      MT  (+/- 180 meters Scaled)
 DP0207
 DP0207                          SUPERSEDED SURVEY CONTROL
 DP0207
 DP0207.No superseded survey control is available for this station.
 DP0207
 DP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC203246(NAD 83)
 DP0207_MARKER: DB = BENCH MARK DISK
 DP0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0207_STAMPING: C 473 RESET 1940
 DP0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0207+STABILITY: SURFACE MOTION
 DP0207
 DP0207  HISTORY     - Date     Condition        Report By
 DP0207  HISTORY     - 1940     MONUMENTED       TXHD
 DP0207  HISTORY     - 1967     GOOD             USGS
 DP0207
 DP0207                          STATION DESCRIPTION
 DP0207
 DP0207'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DP0207'6.5 MI W FROM DICKENS.
 DP0207'DICKENS COURTHOUSE.  6.5 MILES W OF ALONG U S HIGHWAY 82.  150 FEET E
 DP0207'OF A TRACK ROAD S (ENTRANCE TO GUITAR HEREFORD RANCH) AND 100 FEET N
 DP0207'OF THE CENTERLINE OF THE HIGHWAY.  18 FEET NW OF A POWERPOLE.  15 FEET
 DP0207'SW OF THE ROW FENCE.  A STANDARD TABLET STAMPED C 473 RESET 1940 AND
 DP0207'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0404 ***********************************************************************
 DP0404  DESIGNATION -  C 474
 DP0404  PID         -  DP0404
 DP0404  STATE/COUNTY-  TX/LUBBOCK
 DP0404  USGS QUAD   -  IDALOU (1975)
 DP0404
 DP0404                         *CURRENT SURVEY CONTROL
 DP0404  ___________________________________________________________________
 DP0404* NAD 83(1986)-  33 39 39.     (N)    101 41 57.     (W)     SCALED    
 DP0404* NAVD 88     -       972.929  (meters)    3192.02   (feet)  ADJUSTED  
 DP0404  ___________________________________________________________________
 DP0404  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 DP0404  DYNAMIC HT  -         971.679 (meters)    3187.92  (feet)  COMP
 DP0404  MODELED GRAV-     979,319.0   (mgal)                       NAVD 88
 DP0404
 DP0404  VERT ORDER  -  SECOND    CLASS 0
 DP0404
 DP0404.The horizontal coordinates were scaled from a topographic map and have
 DP0404.an estimated accuracy of +/- 6 seconds.
 DP0404
 DP0404.The orthometric height was determined by differential leveling
 DP0404.and adjusted by the National Geodetic Survey in June 1991..
 DP0404
 DP0404.The geoid height was determined by GEOID03.
 DP0404
 DP0404.The dynamic height is computed by dividing the NAVD 88
 DP0404.geopotential number by the normal gravity value computed on the
 DP0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0404.degrees latitude (g = 980.6199 gals.).
 DP0404
 DP0404.The modeled gravity was interpolated from observed gravity values.
 DP0404
 DP0404;                    North         East    Units  Estimated Accuracy
 DP0404;SPC TXNC     - 2,225,660.      303,340.      MT  (+/- 180 meters Scaled)
 DP0404
 DP0404                          SUPERSEDED SURVEY CONTROL
 DP0404
 DP0404  NGVD 29 (??/??/92)  972.552  (m)         3190.78   (f) ADJ UNCH    2 0
 DP0404
 DP0404.Superseded values are not recommended for survey control.
 DP0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0404.See file dsdata.txt to determine how the superseded data were derived.
 DP0404
 DP0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC497278(NAD 83)
 DP0404_MARKER: DB = BENCH MARK DISK
 DP0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0404_STAMPING: C 474 1934
 DP0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0404+STABILITY: SURFACE MOTION
 DP0404
 DP0404  HISTORY     - Date     Condition        Report By
 DP0404  HISTORY     - 1934     MONUMENTED       CGS
 DP0404  HISTORY     - 1965     MARK NOT FOUND   USGS
 DP0404
 DP0404                          STATION DESCRIPTION
 DP0404
 DP0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0404'1 MI W FROM IDALOU.
 DP0404'1.0 MILE WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0404'STATION AT IDALOU, LUBBOCK COUNTY, 93 FEET SOUTHEAST OF MILEPOST 10,
 DP0404'50 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 62, 48 FEET SOUTH OF
 DP0404'THE CENTERLINE OF THE TRACK, 2 FEET SOUTH OF A POLE AND 1 FOOT NORTH
 DP0404'OF A FENCE.  A STANDARD DISK, STAMPED C 474 1934 AND SET IN THE TOP OF
 DP0404'A CONCRETE POST.
 DP0404
 DP0404                          STATION RECOVERY (1965)
 DP0404
 DP0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0120 ***********************************************************************
 DP0120  DESIGNATION -  C 475
 DP0120  PID         -  DP0120
 DP0120  STATE/COUNTY-  TX/KENT
 DP0120  USGS QUAD   -  JAYTON SOUTH (1969)
 DP0120
 DP0120                         *CURRENT SURVEY CONTROL
 DP0120  ___________________________________________________________________
 DP0120* NAD 83(1986)-  33 14 32.     (N)    100 36 44.     (W)     SCALED    
 DP0120* NAVD 88     -       600.651  (meters)    1970.64   (feet)  ADJUSTED  
 DP0120  ___________________________________________________________________
 DP0120  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DP0120  DYNAMIC HT  -         599.919 (meters)    1968.23  (feet)  COMP
 DP0120  MODELED GRAV-     979,398.5   (mgal)                       NAVD 88
 DP0120
 DP0120  VERT ORDER  -  SECOND    CLASS 0
 DP0120
 DP0120.The horizontal coordinates were scaled from a topographic map and have
 DP0120.an estimated accuracy of +/- 6 seconds.
 DP0120
 DP0120.The orthometric height was determined by differential leveling
 DP0120.and adjusted by the National Geodetic Survey in June 1991..
 DP0120
 DP0120.The geoid height was determined by GEOID03.
 DP0120
 DP0120.The dynamic height is computed by dividing the NAVD 88
 DP0120.geopotential number by the normal gravity value computed on the
 DP0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0120.degrees latitude (g = 980.6199 gals.).
 DP0120
 DP0120.The modeled gravity was interpolated from observed gravity values.
 DP0120
 DP0120;                    North         East    Units  Estimated Accuracy
 DP0120;SPC TXNC     - 2,176,690.      403,180.      MT  (+/- 180 meters Scaled)
 DP0120
 DP0120                          SUPERSEDED SURVEY CONTROL
 DP0120
 DP0120  NGVD 29 (??/??/92)  600.422  (m)         1969.88   (f) ADJ UNCH    2 0
 DP0120
 DP0120.Superseded values are not recommended for survey control.
 DP0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0120.See file dsdata.txt to determine how the superseded data were derived.
 DP0120
 DP0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB497792(NAD 83)
 DP0120_MARKER: DB = BENCH MARK DISK
 DP0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0120_STAMPING: C 475 1935
 DP0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0120+STABILITY: SURFACE MOTION
 DP0120
 DP0120  HISTORY     - Date     Condition        Report By
 DP0120  HISTORY     - 1935     MONUMENTED       CGS
 DP0120  HISTORY     - 1951     GOOD             NGS
 DP0120  HISTORY     - 1969     MARK NOT FOUND   USGS
 DP0120
 DP0120                          STATION DESCRIPTION
 DP0120
 DP0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DP0120'2.4 MI SW FROM JAYTON.
 DP0120'2.4 MILES SOUTHWEST ALONG FARM-TO-MARKET HIGHWAY 1083 FROM JAYTON,
 DP0120'KENT COUNTY, 255 FEET SOUTH OF THE MIDPOINT OF A CURVE TO THE LEFT,
 DP0120'AND 7 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED C 475 1935 AND
 DP0120'SET IN THE TOP OF A CONCRETE POST.  NOTE-- RD. CONSTR. IN AREA.
 DP0120
 DP0120                          STATION RECOVERY (1969)
 DP0120
 DP0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0030 ***********************************************************************
 CB0030  DESIGNATION -  C 477
 CB0030  PID         -  CB0030
 CB0030  STATE/COUNTY-  TX/TOM GREEN
 CB0030  USGS QUAD   -  SAN ANGELO NORTH (1978)
 CB0030
 CB0030                         *CURRENT SURVEY CONTROL
 CB0030  ___________________________________________________________________
 CB0030* NAD 83(1986)-  31 31 24.     (N)    100 23 46.     (W)     SCALED    
 CB0030* NAVD 88     -       579.482  (meters)    1901.18   (feet)  ADJUSTED  
 CB0030  ___________________________________________________________________
 CB0030  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CB0030  DYNAMIC HT  -         578.691 (meters)    1898.59  (feet)  COMP
 CB0030  MODELED GRAV-     979,257.9   (mgal)                       NAVD 88
 CB0030
 CB0030  VERT ORDER  -  SECOND    CLASS 0
 CB0030
 CB0030.The horizontal coordinates were scaled from a topographic map and have
 CB0030.an estimated accuracy of +/- 6 seconds.
 CB0030
 CB0030.The orthometric height was determined by differential leveling
 CB0030.and adjusted by the National Geodetic Survey in June 1991..
 CB0030
 CB0030.The geoid height was determined by GEOID03.
 CB0030
 CB0030.The dynamic height is computed by dividing the NAVD 88
 CB0030.geopotential number by the normal gravity value computed on the
 CB0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0030.degrees latitude (g = 980.6199 gals.).
 CB0030
 CB0030.The modeled gravity was interpolated from observed gravity values.
 CB0030
 CB0030;                    North         East    Units  Estimated Accuracy
 CB0030;SPC TX C     - 3,205,830.      694,040.      MT  (+/- 180 meters Scaled)
 CB0030
 CB0030                          SUPERSEDED SURVEY CONTROL
 CB0030
 CB0030  NGVD 29 (??/??/92)  579.317  (m)         1900.64   (f) ADJ UNCH    2 0
 CB0030
 CB0030.Superseded values are not recommended for survey control.
 CB0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0030.See file dsdata.txt to determine how the superseded data were derived.
 CB0030
 CB0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV674884(NAD 83)
 CB0030_MARKER: DB = BENCH MARK DISK
 CB0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0030_STAMPING: 1900.643 C 477 1935
 CB0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0030+STABILITY: SURFACE MOTION
 CB0030
 CB0030  HISTORY     - Date     Condition        Report By
 CB0030  HISTORY     - 1935     MONUMENTED       CGS
 CB0030  HISTORY     - 1940     GOOD             NGS
 CB0030  HISTORY     - 1987     GOOD             LOCSUR
 CB0030
 CB0030                          STATION DESCRIPTION
 CB0030
 CB0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CB0030'6.0 MI N FROM SAN ANGELO.
 CB0030'6.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CB0030'COUNTY COURTHOUSE AT SAN ANGELO, TOM GREEN COUNTY, 81 FEET EAST OF
 CB0030'MILEPOST 712, 44 FEET EAST OF THE CENTERLINE OF THE TRACK, 21 FEET
 CB0030'SOUTHEAST OF A POLE, 1 FOOT WEST OF THE FENCE, AND ABOUT 4 FEET LOWER
 CB0030'THAN THE TRACK.  A STANDARD DISK, STAMPED 1900.643 C 477 1935 AND SET
 CB0030'IN THE TOP OF A CONCRETE POST.
 CB0030
 CB0030                          STATION RECOVERY (1940)
 CB0030
 CB0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0030'RECOVERED IN GOOD CONDITION.
 CB0030
 CB0030                          STATION RECOVERY (1987)
 CB0030
 CB0030'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MW)
 CB0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0691 ***********************************************************************
 CA0691  DESIGNATION -  C 478
 CA0691  PID         -  CA0691
 CA0691  STATE/COUNTY-  TX/RUNNELS
 CA0691  USGS QUAD   -  TALPA (1987)
 CA0691
 CA0691                         *CURRENT SURVEY CONTROL
 CA0691  ___________________________________________________________________
 CA0691* NAD 83(1986)-  31 46 48.     (N)    099 44 31.     (W)     SCALED    
 CA0691* NAVD 88     -       567.484  (meters)    1861.82   (feet)  ADJUSTED  
 CA0691  ___________________________________________________________________
 CA0691  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CA0691  DYNAMIC HT  -         566.727 (meters)    1859.34  (feet)  COMP
 CA0691  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 CA0691
 CA0691  VERT ORDER  -  SECOND    CLASS 0
 CA0691
 CA0691.The horizontal coordinates were scaled from a topographic map and have
 CA0691.an estimated accuracy of +/- 6 seconds.
 CA0691
 CA0691.The orthometric height was determined by differential leveling
 CA0691.and adjusted by the National Geodetic Survey in June 1991..
 CA0691
 CA0691.The geoid height was determined by GEOID03.
 CA0691
 CA0691.The dynamic height is computed by dividing the NAVD 88
 CA0691.geopotential number by the normal gravity value computed on the
 CA0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0691.degrees latitude (g = 980.6199 gals.).
 CA0691
 CA0691.The modeled gravity was interpolated from observed gravity values.
 CA0691
 CA0691;                    North         East    Units  Estimated Accuracy
 CA0691;SPC TX C     - 3,234,430.      756,010.      MT  (+/- 180 meters Scaled)
 CA0691
 CA0691                          SUPERSEDED SURVEY CONTROL
 CA0691
 CA0691  NGVD 29 (??/??/92)  567.358  (m)         1861.41   (f) ADJ UNCH    2 0
 CA0691
 CA0691.Superseded values are not recommended for survey control.
 CA0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0691.See file dsdata.txt to determine how the superseded data were derived.
 CA0691
 CA0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA297162(NAD 83)
 CA0691_MARKER: DB = BENCH MARK DISK
 CA0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0691_STAMPING: 1861.302 C 478 1935
 CA0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0691+STABILITY: SURFACE MOTION
 CA0691
 CA0691  HISTORY     - Date     Condition        Report By
 CA0691  HISTORY     - 1935     MONUMENTED       CGS
 CA0691  HISTORY     - 1940     GOOD             NGS
 CA0691
 CA0691                          STATION DESCRIPTION
 CA0691
 CA0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0691'1.8 MI W FROM TALPA.
 CA0691'IN RUNNELS COUNTY, 1.8 MILES WEST ALONG THE GULF, COLORADO AND SANTA
 CA0691'FE RAILWAY FROM THE STATION AT TALPA, COLEMAN COUNTY, 80 FEET NORTH OF
 CA0691'MILEPOST 23, 49 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 CA0691'SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED C 478 1935 AND SET IN
 CA0691'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0316 ***********************************************************************
 CS0316  DESIGNATION -  C 479
 CS0316  PID         -  CS0316
 CS0316  STATE/COUNTY-  TX/KAUFMAN
 CS0316  USGS QUAD   -  WILLS POINT (1981)
 CS0316
 CS0316                         *CURRENT SURVEY CONTROL
 CS0316  ___________________________________________________________________
 CS0316* NAD 83(1986)-  32 38 34.     (N)    096 05 33.     (W)     SCALED    
 CS0316* NAVD 88     -       142.851  (meters)     468.67   (feet)  ADJUSTED  
 CS0316  ___________________________________________________________________
 CS0316  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0316  DYNAMIC HT  -         142.691 (meters)     468.15  (feet)  COMP
 CS0316  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 CS0316
 CS0316  VERT ORDER  -  SECOND    CLASS 0
 CS0316
 CS0316.The horizontal coordinates were scaled from a topographic map and have
 CS0316.an estimated accuracy of +/- 6 seconds.
 CS0316
 CS0316.The orthometric height was determined by differential leveling
 CS0316.and adjusted by the National Geodetic Survey in June 1991..
 CS0316
 CS0316.The geoid height was determined by GEOID03.
 CS0316
 CS0316.The dynamic height is computed by dividing the NAVD 88
 CS0316.geopotential number by the normal gravity value computed on the
 CS0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0316.degrees latitude (g = 980.6199 gals.).
 CS0316
 CS0316.The modeled gravity was interpolated from observed gravity values.
 CS0316
 CS0316;                    North         East    Units  Estimated Accuracy
 CS0316;SPC TXNC     - 2,110,830.      825,850.      MT  (+/- 180 meters Scaled)
 CS0316
 CS0316                          SUPERSEDED SURVEY CONTROL
 CS0316
 CS0316  NGVD 29 (??/??/92)  142.863  (m)          468.71   (f) ADJ UNCH    2 0
 CS0316
 CS0316.Superseded values are not recommended for survey control.
 CS0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0316.See file dsdata.txt to determine how the superseded data were derived.
 CS0316
 CS0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB727154(NAD 83)
 CS0316_MARKER: DB = BENCH MARK DISK
 CS0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0316_STAMPING: C 479 1948
 CS0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0316+STABILITY: SURFACE MOTION
 CS0316
 CS0316  HISTORY     - Date     Condition        Report By
 CS0316  HISTORY     - 1948     MONUMENTED       CGS
 CS0316
 CS0316                          STATION DESCRIPTION
 CS0316
 CS0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0316'0.9 MI E FROM HIRAM.
 CS0316'0.9 MILE EAST ALONG A GRADED DIRT ROAD FROM THE LOCUST GROVE CHURCH AT
 CS0316'HIRAM, AT A ROAD INTERSECTION, 114.0 FEET SOUTH OF THE CENTER LINE OF
 CS0316'AN EAST-WEST ROAD, 41.4 FEET SOUTH OF THE SOUTHWEST CORNER OF A VACANT
 CS0316'FARMHOUSE, 41.0 FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH
 CS0316'FROM THE INTERSECTION, 10.5 FEET SOUTH OF A 12-INCH HACKBERRY TREE,
 CS0316'2.7 FEET WEST OF A FENCE, 2.7 FEET SOUTH OF A REFERENCE POST, AND SET
 CS0316'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0987 ***********************************************************************
 AB0987  DESIGNATION -  C 48
 AB0987  PID         -  AB0987
 AB0987  STATE/COUNTY-  TX/KENEDY
 AB0987  USGS QUAD   -  YTURRIA (1982)
 AB0987
 AB0987                         *CURRENT SURVEY CONTROL
 AB0987  ___________________________________________________________________
 AB0987* NAD 83(1986)-  26 37 10.     (N)    097 46 03.     (W)     SCALED    
 AB0987* NAVD 88     -         8.436  (meters)      27.68   (feet)  ADJUSTED  
 AB0987  ___________________________________________________________________
 AB0987  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AB0987  DYNAMIC HT  -           8.423 (meters)      27.63  (feet)  COMP
 AB0987  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 AB0987
 AB0987  VERT ORDER  -  FIRST     CLASS II
 AB0987
 AB0987.The horizontal coordinates were scaled from a topographic map and have
 AB0987.an estimated accuracy of +/- 6 seconds.
 AB0987
 AB0987.The orthometric height was determined by differential leveling
 AB0987.and adjusted by the National Geodetic Survey in June 1991..
 AB0987
 AB0987.The geoid height was determined by GEOID03.
 AB0987
 AB0987.The dynamic height is computed by dividing the NAVD 88
 AB0987.geopotential number by the normal gravity value computed on the
 AB0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0987.degrees latitude (g = 980.6199 gals.).
 AB0987
 AB0987.The modeled gravity was interpolated from observed gravity values.
 AB0987
 AB0987;                    North         East    Units  Estimated Accuracy
 AB0987;SPC TX S     - 5,105,770.      372,940.      MT  (+/- 180 meters Scaled)
 AB0987
 AB0987                          SUPERSEDED SURVEY CONTROL
 AB0987
 AB0987  NGVD 29 (??/??/92)    8.524  (m)           27.97   (f) ADJ UNCH    1 2
 AB0987
 AB0987.Superseded values are not recommended for survey control.
 AB0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0987.See file dsdata.txt to determine how the superseded data were derived.
 AB0987
 AB0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ226448(NAD 83)
 AB0987_MARKER: DB = BENCH MARK DISK
 AB0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0987_STAMPING: C 48 1917 ELEV 28.228 FT
 AB0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0987+STABILITY: SURFACE MOTION
 AB0987
 AB0987  HISTORY     - Date     Condition        Report By
 AB0987  HISTORY     - 1917     MONUMENTED       CGS
 AB0987  HISTORY     - 1951     GOOD             NGS
 AB0987  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0987  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0987  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0987
 AB0987                          STATION DESCRIPTION
 AB0987
 AB0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0987'9.6 MI N FROM RAYMONDVILLE.
 AB0987'9.6 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0987'FROM THE STATION AT RAYMONDVILLE, 34 FEET WEST OF THE WEST RAIL, 12.7
 AB0987'FEET SOUTH OF MILEPOST 56, 12.7 FEET EAST OF A FENCE, 2.6 FEET SOUTH
 AB0987'OF BENCH MARK 20 1919 (U.S.G.S.), 1.2 FEET SOUTH OF A WITNESS POST,
 AB0987'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AB0987'GROUND.  NOTE-- A SMALL PART OF THE POST WAS BROKEN OFF AND THE DISK
 AB0987'IS SLIGHTLY LOOSE.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0987
 AB0987                          STATION RECOVERY (1981)
 AB0987
 AB0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0987'NOT RECOVERED, POST FOUND, DISK GONE, CONSIDERED DESTROYED.
 AB0987
 AB0987                          STATION RECOVERY (1987)
 AB0987
 AB0987'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0987'MARK NOT FOUND.
 AB0987
 AB0987                          STATION RECOVERY (1988)
 AB0987
 AB0987'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0271 ***********************************************************************
 CS0271  DESIGNATION -  C 480
 CS0271  PID         -  CS0271
 CS0271  STATE/COUNTY-  TX/KAUFMAN
 CS0271  USGS QUAD   -  CEDARVALE (1981)
 CS0271
 CS0271                         *CURRENT SURVEY CONTROL
 CS0271  ___________________________________________________________________
 CS0271* NAD 83(1986)-  32 32 18.     (N)    096 05 55.     (W)     SCALED    
 CS0271* NAVD 88     -       121.721  (meters)     399.35   (feet)  ADJUSTED  
 CS0271  ___________________________________________________________________
 CS0271  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0271  DYNAMIC HT  -         121.582 (meters)     398.89  (feet)  COMP
 CS0271  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 CS0271
 CS0271  VERT ORDER  -  SECOND    CLASS 0
 CS0271
 CS0271.The horizontal coordinates were scaled from a topographic map and have
 CS0271.an estimated accuracy of +/- 6 seconds.
 CS0271
 CS0271.The orthometric height was determined by differential leveling
 CS0271.and adjusted by the National Geodetic Survey in June 1991..
 CS0271
 CS0271.The geoid height was determined by GEOID03.
 CS0271
 CS0271.The dynamic height is computed by dividing the NAVD 88
 CS0271.geopotential number by the normal gravity value computed on the
 CS0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0271.degrees latitude (g = 980.6199 gals.).
 CS0271
 CS0271.The modeled gravity was interpolated from observed gravity values.
 CS0271
 CS0271;                    North         East    Units  Estimated Accuracy
 CS0271;SPC TXNC     - 2,099,240.      825,540.      MT  (+/- 180 meters Scaled)
 CS0271
 CS0271                          SUPERSEDED SURVEY CONTROL
 CS0271
 CS0271  NGVD 29 (??/??/92)  121.733  (m)          399.39   (f) ADJ UNCH    2 0
 CS0271
 CS0271.Superseded values are not recommended for survey control.
 CS0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0271.See file dsdata.txt to determine how the superseded data were derived.
 CS0271
 CS0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB724038(NAD 83)
 CS0271_MARKER: DB = BENCH MARK DISK
 CS0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0271_STAMPING: C 480 1948
 CS0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0271+STABILITY: SURFACE MOTION
 CS0271
 CS0271  HISTORY     - Date     Condition        Report By
 CS0271  HISTORY     - 1948     MONUMENTED       CGS
 CS0271
 CS0271                          STATION DESCRIPTION
 CS0271
 CS0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0271'2.5 MI SW FROM CEDARVALE.
 CS0271'0.3 MILE WEST ALONG A GRADED DIRT ROAD (PROPOSED ROUTE OF STATE
 CS0271'HIGHWAY 243) FROM THE CEDARVALE COTTON GIN AT CEDARVALE, THENCE 2.1
 CS0271'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE WEST ALONG A
 CS0271'GRADED DIRT ROAD, 66.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 53.0
 CS0271'FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTHWEST
 CS0271'TO AN ABANDONED FARMHOUSE, 44.4 FEET SOUTH OF A T FENCE CORNER, 2.4
 CS0271'FEET WEST OF A FENCE, 2.0 FEET NORTH OF A REFERENCE POST, AND SET IN
 CS0271'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0053 ***********************************************************************
 CE0053  DESIGNATION -  C 481
 CE0053  PID         -  CE0053
 CE0053  STATE/COUNTY-  TX/EL PASO
 CE0053  USGS QUAD   -  EL PASO (1997)
 CE0053
 CE0053                         *CURRENT SURVEY CONTROL
 CE0053  ___________________________________________________________________
 CE0053* NAD 83(1986)-  31 45 26.     (N)    106 29 43.     (W)     SCALED    
 CE0053* NAVD 88     -      1136.339  (meters)    3728.14   (feet)  ADJUSTED  
 CE0053  ___________________________________________________________________
 CE0053  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CE0053  DYNAMIC HT  -        1134.649 (meters)    3722.59  (feet)  COMP
 CE0053  MODELED GRAV-     979,113.1   (mgal)                       NAVD 88
 CE0053
 CE0053  VERT ORDER  -  SECOND    CLASS 0
 CE0053
 CE0053.The horizontal coordinates were scaled from a topographic map and have
 CE0053.an estimated accuracy of +/- 6 seconds.
 CE0053
 CE0053.The orthometric height was determined by differential leveling
 CE0053.and adjusted by the National Geodetic Survey in June 1991..
 CE0053
 CE0053.The geoid height was determined by GEOID03.
 CE0053
 CE0053.The dynamic height is computed by dividing the NAVD 88
 CE0053.geopotential number by the normal gravity value computed on the
 CE0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0053.degrees latitude (g = 980.6199 gals.).
 CE0053
 CE0053.The modeled gravity was interpolated from observed gravity values.
 CE0053
 CE0053;                    North         East    Units  Estimated Accuracy
 CE0053;SPC TX C     - 3,247,920.      116,530.      MT  (+/- 180 meters Scaled)
 CE0053
 CE0053                          SUPERSEDED SURVEY CONTROL
 CE0053
 CE0053  NGVD 29 (??/??/92) 1135.88   (m)         3726.6    (f) COMPUTED    2 0
 CE0053
 CE0053.Superseded values are not recommended for survey control.
 CE0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0053.See file dsdata.txt to determine how the superseded data were derived.
 CE0053
 CE0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR583144(NAD 83)
 CE0053_MARKER: DB = BENCH MARK DISK
 CE0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0053_SP_SET: PLATFORM
 CE0053_STAMPING: C-481 1935
 CE0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0053
 CE0053  HISTORY     - Date     Condition        Report By
 CE0053  HISTORY     - 1935     MONUMENTED       CGS
 CE0053
 CE0053                          STATION DESCRIPTION
 CE0053
 CE0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CE0053'IN EL PASO.
 CE0053'DRILLED IN THE CONC. PLATFORM OF THE UNION DEPOT AT EL PASO. 30 FT. S.
 CE0053'OF THE CENTER LINE OF THE MAIN ENTRANCE, FROM DAVIS ST.  2 IN. E. OF
 CE0053'THE WALL.  60 FT. W. OF THE CENTER LINE OF DAVIS ST.  117 FT. N. OF
 CE0053'THE CENTER LINE U. S. HWY NO. 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0054 ***********************************************************************
 CE0054  DESIGNATION -  C 481 RESET
 CE0054  PID         -  CE0054
 CE0054  STATE/COUNTY-  TX/EL PASO
 CE0054  USGS QUAD   -  EL PASO (1997)
 CE0054
 CE0054                         *CURRENT SURVEY CONTROL
 CE0054  ___________________________________________________________________
 CE0054* NAD 83(1986)-  31 45 24.     (N)    106 29 44.     (W)     SCALED    
 CE0054* NAVD 88     -      1136.202  (meters)    3727.69   (feet)  ADJUSTED  
 CE0054  ___________________________________________________________________
 CE0054  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CE0054  DYNAMIC HT  -        1134.512 (meters)    3722.14  (feet)  COMP
 CE0054  MODELED GRAV-     979,113.0   (mgal)                       NAVD 88
 CE0054
 CE0054  VERT ORDER  -  FIRST     CLASS I
 CE0054
 CE0054.The horizontal coordinates were scaled from a topographic map and have
 CE0054.an estimated accuracy of +/- 6 seconds.
 CE0054
 CE0054.The orthometric height was determined by differential leveling
 CE0054.and adjusted by the National Geodetic Survey in June 1991..
 CE0054.WARNING-Repeat measurements at this control monument indicate possible
 CE0054.vertical movement.
 CE0054
 CE0054.The geoid height was determined by GEOID03.
 CE0054
 CE0054.The dynamic height is computed by dividing the NAVD 88
 CE0054.geopotential number by the normal gravity value computed on the
 CE0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0054.degrees latitude (g = 980.6199 gals.).
 CE0054
 CE0054.The modeled gravity was interpolated from observed gravity values.
 CE0054
 CE0054;                    North         East    Units  Estimated Accuracy
 CE0054;SPC TX C     - 3,247,860.      116,500.      MT  (+/- 180 meters Scaled)
 CE0054
 CE0054                          SUPERSEDED SURVEY CONTROL
 CE0054
 CE0054.No superseded survey control is available for this station.
 CE0054
 CE0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR583144(NAD 83)
 CE0054_MARKER: DB = BENCH MARK DISK
 CE0054_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0054_SP_SET: FOUNDATION
 CE0054_STAMPING: C 481 RESET 1942
 CE0054_MARK LOGO: CGS   
 CE0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0054+STABILITY: POSITION/ELEVATION WELL
 CE0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0054+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1994
 CE0054
 CE0054  HISTORY     - Date     Condition        Report By
 CE0054  HISTORY     - 1942     MONUMENTED       SPRR
 CE0054  HISTORY     - 1958     GOOD             NGS
 CE0054  HISTORY     - 1981     GOOD             NGS
 CE0054  HISTORY     - 19921122 GOOD             NGS
 CE0054  HISTORY     - 19940415 GOOD             NGS
 CE0054
 CE0054                          STATION DESCRIPTION
 CE0054
 CE0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0054'IN EL PASO.
 CE0054'AT EL PASO, EL PASO COUNTY, AT UNION STATION, 71 FEET SOUTH OF THE
 CE0054'CENTER OF THE EAST ENTRANCE, 60 FEET WEST OF THE CENTERLINE OF DAVIS
 CE0054'STREET, IN THE EAST WALL OF THE CONCRETE FOUNDATION OF THE STATION,
 CE0054'1.2 FEET NORTH OF THE SOUTHEAST CORNER, 1.3 FEET ABOVE THE GROUND AND
 CE0054'SET VERTICALLY.
 CE0054
 CE0054                          STATION RECOVERY (1981)
 CE0054
 CE0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0054'THE MARK IS 0.4 M ABOVE THE WALKWAY.
 CE0054'IN EL PASO, AT THE JUNCTION OF PAISANO AND COLDWELL STREET, SET
 CE0054'VERTICALLY IN THE EAST FACE OF THE SOUTHEAST CORNER OF THE UNION
 CE0054'RAILROAD STATION, BEHIND A MAIL BOX, 21.6 METERS (71.0 FT) SOUTH
 CE0054'OF THE CENTER OF THE EAST ENTRANCE ROAD AND 0.4 METER (1.2 FT)
 CE0054'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
 CE0054
 CE0054                          STATION RECOVERY (1992)
 CE0054
 CE0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0054'IN EL PASO, SET VERTICALLY IN THE EAST FACE OF THE UNION PASSENGER
 CE0054'STATION AT 700 SAN FRANCISCO AVENUE, 60.0 M (196.8 FT) WEST OF THE
 CE0054'AVENUE CENTERLINE, 1.1 M (3.6 FT) BELOW A MARBLE PLAQUE INSCRIBED
 CE0054'(THE GRAND LODGE OF TEXAS), 0.3 M (1.0 FT) NORTH OF THE SOUTHEAST
 CE0054'CORNER OF THE BUILDING, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 CE0054
 CE0054                          STATION RECOVERY (1994)
 CE0054
 CE0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0054'IN EL PASO, SET VERTICALLY IN THE EAST FACE OF THE UNION PASSENGER
 CE0054'STATION AT 700 SAN FRANCISCO AVENUE, 60.0 M (196.8 FT) WEST OF THE
 CE0054'AVENUE CENTERLINE, 1.1 M (3.6 FT) BELOW A MARBLE PLAQUE INSCRIBED THE
 CE0054'GRAND LODGE OF TEXAS, 0.3 M (1.0 FT) NORTH OF THE SOUTHEAST CORNER OF
 CE0054'THE BUILDING, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0023 ***********************************************************************
 AZ0023  DESIGNATION -  C 482
 AZ0023  PID         -  AZ0023
 AZ0023  STATE/COUNTY-  TX/EDWARDS
 AZ0023  USGS QUAD   -  VANCE (1973)
 AZ0023
 AZ0023                         *CURRENT SURVEY CONTROL
 AZ0023  ___________________________________________________________________
 AZ0023* NAD 83(1986)-  29 51 48.     (N)    100 05 20.     (W)     SCALED    
 AZ0023* NAVD 88     -       565.559  (meters)    1855.50   (feet)  ADJUSTED  
 AZ0023  ___________________________________________________________________
 AZ0023  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 AZ0023  DYNAMIC HT  -         564.717 (meters)    1852.74  (feet)  COMP
 AZ0023  MODELED GRAV-     979,137.0   (mgal)                       NAVD 88
 AZ0023
 AZ0023  VERT ORDER  -  SECOND    CLASS 0
 AZ0023
 AZ0023.The horizontal coordinates were scaled from a topographic map and have
 AZ0023.an estimated accuracy of +/- 6 seconds.
 AZ0023
 AZ0023.The orthometric height was determined by differential leveling
 AZ0023.and adjusted by the National Geodetic Survey in June 1991..
 AZ0023
 AZ0023.The geoid height was determined by GEOID03.
 AZ0023
 AZ0023.The dynamic height is computed by dividing the NAVD 88
 AZ0023.geopotential number by the normal gravity value computed on the
 AZ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0023.degrees latitude (g = 980.6199 gals.).
 AZ0023
 AZ0023.The modeled gravity was interpolated from observed gravity values.
 AZ0023
 AZ0023;                    North         East    Units  Estimated Accuracy
 AZ0023;SPC TXSC     - 4,225,470.      494,810.      MT  (+/- 180 meters Scaled)
 AZ0023
 AZ0023                          SUPERSEDED SURVEY CONTROL
 AZ0023
 AZ0023  NGVD 29 (??/??/92)  565.487  (m)         1855.27   (f) ADJ UNCH    2 0
 AZ0023
 AZ0023.Superseded values are not recommended for survey control.
 AZ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0023.See file dsdata.txt to determine how the superseded data were derived.
 AZ0023
 AZ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU948041(NAD 83)
 AZ0023_MARKER: DB = BENCH MARK DISK
 AZ0023_SETTING: 80 = SET IN A BOULDER
 AZ0023_SP_SET: BOULDER
 AZ0023_STAMPING: C 482 1935
 AZ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0023+STABILITY: SURFACE MOTION
 AZ0023
 AZ0023  HISTORY     - Date     Condition        Report By
 AZ0023  HISTORY     - 1935     MONUMENTED       CGS
 AZ0023  HISTORY     - 1971     GOOD             USGS
 AZ0023
 AZ0023                          STATION DESCRIPTION
 AZ0023
 AZ0023'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0023'15.3 MI SE FROM ROCKSPRINGS.
 AZ0023'7.0 MILES SOUTHEAST ALONG ST. HWY 55 FROM JUNCTION WITH US 377 AT EAST
 AZ0023'EDGE OF ROCKSPRINGS, THENCE 8.3 MILES SOUTHEASTERLY ALONG OLD ST HWY
 AZ0023'55, ABOUT 180 FEET SOUTH OF A GATE, 88 FT. EAST OF CENTERLINE OF ROAD,
 AZ0023'IN THE TOP OF A LARGE BOULDER, AND ABOUT 3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0361 ***********************************************************************
 CS0361  DESIGNATION -  C 483
 CS0361  PID         -  CS0361
 CS0361  STATE/COUNTY-  TX/VAN ZANDT
 CS0361  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0361
 CS0361                         *CURRENT SURVEY CONTROL
 CS0361  ___________________________________________________________________
 CS0361* NAD 83(1986)-  32 24 21.     (N)    096 03 12.     (W)     SCALED    
 CS0361* NAVD 88     -       131.689  (meters)     432.05   (feet)  ADJUSTED  
 CS0361  ___________________________________________________________________
 CS0361  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0361  DYNAMIC HT  -         131.539 (meters)     431.56  (feet)  COMP
 CS0361  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 CS0361
 CS0361  VERT ORDER  -  SECOND    CLASS 0
 CS0361
 CS0361.The horizontal coordinates were scaled from a topographic map and have
 CS0361.an estimated accuracy of +/- 6 seconds.
 CS0361
 CS0361.The orthometric height was determined by differential leveling
 CS0361.and adjusted by the National Geodetic Survey in June 1991..
 CS0361
 CS0361.The geoid height was determined by GEOID03.
 CS0361
 CS0361.The dynamic height is computed by dividing the NAVD 88
 CS0361.geopotential number by the normal gravity value computed on the
 CS0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0361.degrees latitude (g = 980.6199 gals.).
 CS0361
 CS0361.The modeled gravity was interpolated from observed gravity values.
 CS0361
 CS0361;                    North         East    Units  Estimated Accuracy
 CS0361;SPC TXNC     - 2,084,650.      830,130.      MT  (+/- 180 meters Scaled)
 CS0361
 CS0361                          SUPERSEDED SURVEY CONTROL
 CS0361
 CS0361  NGVD 29 (??/??/92)  131.697  (m)          432.08   (f) ADJ UNCH    2 0
 CS0361
 CS0361.Superseded values are not recommended for survey control.
 CS0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0361.See file dsdata.txt to determine how the superseded data were derived.
 CS0361
 CS0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA771892(NAD 83)
 CS0361_MARKER: DB = BENCH MARK DISK
 CS0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0361_STAMPING: C 483 1948
 CS0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0361+STABILITY: SURFACE MOTION
 CS0361
 CS0361  HISTORY     - Date     Condition        Report By
 CS0361  HISTORY     - 1948     MONUMENTED       CGS
 CS0361  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CS0361
 CS0361                          STATION DESCRIPTION
 CS0361
 CS0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0361'3.95 MI NE FROM MABANK.
 CS0361'3.95 MILES NORTHEAST ALONG STATE HIGHWAY 198 FROM THE TEXAS AND NEW
 CS0361'ORLEANS RAILWAY STATION AT MABANK, 0.1 MILE SOUTHWEST OF A ROAD
 CS0361'INTERSECTION, 359.0 FEET NORTHEAST OF THE NORTHEAST END OF THE
 CS0361'SOUTHEAST STONE HEADWALL OF A 5-FOOT CORRUGATED IRON CULVERT, 52.0
 CS0361'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20.0 FEET SOUTHWEST
 CS0361'OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTHEAST, 2.1 FEET
 CS0361'SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 2.0 FEET SOUTHWEST
 CS0361'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CS0361'0.5 FOOT ABOVE THE GROUND.
 CS0361
 CS0361                          STATION RECOVERY (1995)
 CS0361
 CS0361'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0317 ***********************************************************************
 BY0317  DESIGNATION -  C 484
 BY0317  PID         -  BY0317
 BY0317  STATE/COUNTY-  TX/NACOGDOCHES
 BY0317  USGS QUAD   -  ETOILE NORTH (1984)
 BY0317
 BY0317                         *CURRENT SURVEY CONTROL
 BY0317  ___________________________________________________________________
 BY0317* NAD 83(1986)-  31 27 19.     (N)    094 25 50.     (W)     SCALED    
 BY0317* NAVD 88     -        91.44   (+/-2cm)     300.0    (feet)  VERTCON   
 BY0317  ___________________________________________________________________
 BY0317  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BY0317
 BY0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0317
 BY0317.The horizontal coordinates were scaled from a topographic map and have
 BY0317.an estimated accuracy of +/- 6 seconds.
 BY0317
 BY0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0317.The vertical order pertains to the NGVD 29 superseded value.
 BY0317
 BY0317.The geoid height was determined by GEOID03.
 BY0317
 BY0317;                    North         East    Units  Estimated Accuracy
 BY0317;SPC TX C     - 3,213,160.    1,260,730.      MT  (+/- 180 meters Scaled)
 BY0317
 BY0317                          SUPERSEDED SURVEY CONTROL
 BY0317
 BY0317  NGVD 29 (??/??/92)   91.486  (m)          300.15   (f) ADJ UNCH    2 0
 BY0317
 BY0317.Superseded values are not recommended for survey control.
 BY0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0317.See file dsdata.txt to determine how the superseded data were derived.
 BY0317
 BY0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ640809(NAD 83)
 BY0317_MARKER: DB = BENCH MARK DISK
 BY0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0317_STAMPING: C 484 1948
 BY0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0317+STABILITY: SURFACE MOTION
 BY0317
 BY0317  HISTORY     - Date     Condition        Report By
 BY0317  HISTORY     - 1948     MONUMENTED       CGS
 BY0317  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0317
 BY0317                          STATION DESCRIPTION
 BY0317
 BY0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0317'6.4 MI SW FROM CHIRENO.
 BY0317'6.4 MILES SOUTHWEST ALONG THE CHIRENO-ETOILE ROAD FROM THE METHODIST
 BY0317'CHURCH AT CHIRENO, AT A ROAD INTERSECTION AND POINT WHERE THE
 BY0317'CHIRENO-ETOILE ROAD TURNS SOUTH, 104.0 FEET WEST OF THE CENTER LINE OF
 BY0317'A NORTH-SOUTH ROAD, 54.0 FEET NORTHWEST OF THE CENTER LINE OF A
 BY0317'NORTHEAST-SOUTHWEST ROAD, 7.0 FEET SOUTHWEST OF A 14-INCH OAK TREE,
 BY0317'2.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY0317'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0317
 BY0317                          STATION RECOVERY (1998)
 BY0317
 BY0317'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1051 ***********************************************************************
 BY1051  DESIGNATION -  C 485
 BY1051  PID         -  BY1051
 BY1051  STATE/COUNTY-  TX/ANGELINA
 BY1051  USGS QUAD   -  PLATT (1980)
 BY1051
 BY1051                         *CURRENT SURVEY CONTROL
 BY1051  ___________________________________________________________________
 BY1051* NAD 83(1986)-  31 26 09.     (N)    094 36 43.     (W)     SCALED    
 BY1051* NAVD 88     -        51.23   (+/-2cm)     168.1    (feet)  VERTCON   
 BY1051  ___________________________________________________________________
 BY1051  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BY1051
 BY1051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1051
 BY1051.The horizontal coordinates were scaled from a topographic map and have
 BY1051.an estimated accuracy of +/- 6 seconds.
 BY1051
 BY1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1051.The vertical order pertains to the NGVD 29 superseded value.
 BY1051
 BY1051.The geoid height was determined by GEOID03.
 BY1051
 BY1051;                    North         East    Units  Estimated Accuracy
 BY1051;SPC TX C     - 3,210,110.    1,243,630.      MT  (+/- 180 meters Scaled)
 BY1051
 BY1051                          SUPERSEDED SURVEY CONTROL
 BY1051
 BY1051  NGVD 29 (??/??/92)   51.300  (m)          168.31   (f) ADJ UNCH    2 0
 BY1051
 BY1051.Superseded values are not recommended for survey control.
 BY1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1051.See file dsdata.txt to determine how the superseded data were derived.
 BY1051
 BY1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ468790(NAD 83)
 BY1051_MARKER: DB = BENCH MARK DISK
 BY1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1051_STAMPING: C 485 1949
 BY1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1051+STABILITY: SURFACE MOTION
 BY1051
 BY1051  HISTORY     - Date     Condition        Report By
 BY1051  HISTORY     - 1949     MONUMENTED       CGS
 BY1051  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1051
 BY1051                          STATION DESCRIPTION
 BY1051
 BY1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1051'5.1 MI S FROM LACYVILLE.
 BY1051'5.1 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY1051'CROSSING OF A DIRT ROAD AT LACYVILLE, 12 1/4 POLES NORTH OF MILEPOST
 BY1051'138, 0.8 MILE SOUTH OF THE ANGELINA RIVER, 140 YARDS NORTH OF THE
 BY1051'SOUTH END OF A FILL, 65 YARDS NORTH OF THE FOOT OF A SLOPE AT THE
 BY1051'SOUTH EDGE OF THE ANGELINA RIVER BOTTOM, 20 YARDS SOUTHWEST OF THE
 BY1051'CENTER LINE OF A GULLEY LEADING NORTHWEST FROM THE RAILWAY, 167. 0
 BY1051'FEET WEST OF AND 15.0 FEET LOWER THAN THE WEST RAIL OF THE TRACK, 11.7
 BY1051'FEET NORTH OF A 20-INCH HICKORY TREE, 5.6 FEET NORTHWEST OF A 14-INCH
 BY1051'HICKORY TREE, 35.2 FEET WEST OF A FENCE CORNER, 2.5 FEET EAST OF A
 BY1051'REFERENCE POST, 1.2 FEET SOUTH OF AN EAST-WEST FENCE, AND SET IN THE
 BY1051'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 BY1051
 BY1051                          STATION RECOVERY (1998)
 BY1051
 BY1051'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0144 ***********************************************************************
 BY0144  DESIGNATION -  C 486
 BY0144  PID         -  BY0144
 BY0144  STATE/COUNTY-  TX/SHELBY
 BY0144  USGS QUAD   -  ARCADIA (1984)
 BY0144
 BY0144                         *CURRENT SURVEY CONTROL
 BY0144  ___________________________________________________________________
 BY0144* NAD 83(1986)-  31 48 01.     (N)    094 20 00.     (W)     SCALED    
 BY0144* NAVD 88     -       151.03   (+/-2cm)     495.5    (feet)  VERTCON   
 BY0144  ___________________________________________________________________
 BY0144  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY0144
 BY0144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0144
 BY0144.The horizontal coordinates were scaled from a topographic map and have
 BY0144.an estimated accuracy of +/- 6 seconds.
 BY0144
 BY0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0144.The vertical order pertains to the NGVD 29 superseded value.
 BY0144
 BY0144.The geoid height was determined by GEOID03.
 BY0144
 BY0144;                    North         East    Units  Estimated Accuracy
 BY0144;SPC TX C     - 3,251,850.    1,267,900.      MT  (+/- 180 meters Scaled)
 BY0144
 BY0144                          SUPERSEDED SURVEY CONTROL
 BY0144
 BY0144  NGVD 29 (??/??/92)  151.045  (m)          495.55   (f) ADJ UNCH    2 0
 BY0144
 BY0144.Superseded values are not recommended for survey control.
 BY0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0144.See file dsdata.txt to determine how the superseded data were derived.
 BY0144
 BY0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR737190(NAD 83)
 BY0144_MARKER: DB = BENCH MARK DISK
 BY0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0144_STAMPING: C 486 1949
 BY0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0144+STABILITY: SURFACE MOTION
 BY0144
 BY0144  HISTORY     - Date     Condition        Report By
 BY0144  HISTORY     - 1949     MONUMENTED       CGS
 BY0144
 BY0144                          STATION DESCRIPTION
 BY0144
 BY0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0144'2.7 MI N FROM ARCADA.
 BY0144'2.7 MILES NORTH ALONG THE ARCADA-HUBERT ROAD FROM THE MISSIONARY
 BY0144'BAPTIST CHURCH AT ARCADA, AT A JUNCTION WITH A TRAIL LEADING
 BY0144'SOUTHWEST, 43.0 FEET WEST OF THE CENTER LINE OF THE ROAD (MEASURED
 BY0144'FROM A POINT 60 FEET SOUTH OF THE CREST OF A HILL), 27.0 FEET
 BY0144'SOUTHEAST OF THE CENTER LINE OF THE TRAIL, 1.8 FEET NORTH OF A
 BY0144'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9
 BY0144'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1121 ***********************************************************************
 BY1121  DESIGNATION -  C 487
 BY1121  PID         -  BY1121
 BY1121  STATE/COUNTY-  TX/NACOGDOCHES
 BY1121  USGS QUAD   -  GARRISON WEST (1984)
 BY1121
 BY1121                         *CURRENT SURVEY CONTROL
 BY1121  ___________________________________________________________________
 BY1121* NAD 83(1986)-  31 47 13.     (N)    094 32 37.     (W)     SCALED    
 BY1121* NAVD 88     -       153.267  (meters)     502.84   (feet)  ADJUSTED  
 BY1121  ___________________________________________________________________
 BY1121  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY1121  DYNAMIC HT  -         153.080 (meters)     502.23  (feet)  COMP
 BY1121  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 BY1121
 BY1121  VERT ORDER  -  FIRST     CLASS II
 BY1121
 BY1121.The horizontal coordinates were scaled from a topographic map and have
 BY1121.an estimated accuracy of +/- 6 seconds.
 BY1121
 BY1121.The orthometric height was determined by differential leveling
 BY1121.and adjusted by the National Geodetic Survey in June 1991..
 BY1121
 BY1121.The geoid height was determined by GEOID03.
 BY1121
 BY1121.The dynamic height is computed by dividing the NAVD 88
 BY1121.geopotential number by the normal gravity value computed on the
 BY1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1121.degrees latitude (g = 980.6199 gals.).
 BY1121
 BY1121.The modeled gravity was interpolated from observed gravity values.
 BY1121
 BY1121;                    North         East    Units  Estimated Accuracy
 BY1121;SPC TX C     - 3,249,320.    1,248,090.      MT  (+/- 180 meters Scaled)
 BY1121
 BY1121                          SUPERSEDED SURVEY CONTROL
 BY1121
 BY1121  NGVD 29 (??/??/92)  153.272  (m)          502.86   (f) ADJ UNCH    1 2
 BY1121
 BY1121.Superseded values are not recommended for survey control.
 BY1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1121.See file dsdata.txt to determine how the superseded data were derived.
 BY1121
 BY1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR538178(NAD 83)
 BY1121_MARKER: DB = BENCH MARK DISK
 BY1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1121_STAMPING: C 487 1949
 BY1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1121+STABILITY: SURFACE MOTION
 BY1121
 BY1121  HISTORY     - Date     Condition        Report By
 BY1121  HISTORY     - 1949     MONUMENTED       CGS
 BY1121  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1121  HISTORY     - 1980     MARK NOT FOUND   USGS
 BY1121  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1121
 BY1121                          STATION DESCRIPTION
 BY1121
 BY1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1121'4.25 MI SW FROM GARRISON.
 BY1121'4.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE TEXAS AND NEW
 BY1121'ORLEANS RAILROAD STATION AT GARRISON, 0.55 MILE SOUTHWEST OF R.E.
 BY1121'STANALAND GROCERY AND CROSSING OF THE HIGHWAY AND A NORTH-SOUTH DIRT
 BY1121'ROAD WHICH LEADS SOUTH TO FITZE SIDING, 0.25 MILE NORTHEAST OF A
 BY1121'ROADSIDE PARK, ABOUT 200.0 FEET SOUTHWEST OF A FOREST ROAD LEADING
 BY1121'EAST, 82.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 38.0 FEET
 BY1121'SOUTH SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 34.0 FEET SOUTHWEST
 BY1121'OF THE SOUTH CORNER OF AN UNPAINTED FRAME HOUSE, 18.0 FEET SOUTHEAST
 BY1121'OF THE CENTER OF A WELL, 1.5 FEET NORTHEAST OF A REFERENCE POST, IN A
 BY1121'GROVE OF SMALL BLACK OAK TREES, ABOUT 10.0 FEET ABOVE THE LEVEL OF THE
 BY1121'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 BY1121'ABOVE THE GROUND.
 BY1121
 BY1121                          STATION RECOVERY (1979)
 BY1121
 BY1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1121'MARK NOT FOUND.
 BY1121
 BY1121                          STATION RECOVERY (1980)
 BY1121
 BY1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY1121'MARK NOT FOUND.
 BY1121
 BY1121                          STATION RECOVERY (1998)
 BY1121
 BY1121'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0861 ***********************************************************************
 BY0861  DESIGNATION -  C 488
 BY0861  PID         -  BY0861
 BY0861  STATE/COUNTY-  TX/ANGELINA
 BY0861  USGS QUAD   -  BALD HILL (1980)
 BY0861
 BY0861                         *CURRENT SURVEY CONTROL
 BY0861  ___________________________________________________________________
 BY0861* NAD 83(1986)-  31 13 57.     (N)    094 41 39.     (W)     SCALED    
 BY0861* NAVD 88     -        83.62   (+/-2cm)     274.3    (feet)  VERTCON   
 BY0861  ___________________________________________________________________
 BY0861  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BY0861
 BY0861  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0861
 BY0861.The horizontal coordinates were scaled from a topographic map and have
 BY0861.an estimated accuracy of +/- 6 seconds.
 BY0861
 BY0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0861.The vertical order pertains to the NGVD 29 superseded value.
 BY0861
 BY0861.The geoid height was determined by GEOID03.
 BY0861
 BY0861;                    North         East    Units  Estimated Accuracy
 BY0861;SPC TX C     - 3,187,190.    1,236,960.      MT  (+/- 180 meters Scaled)
 BY0861
 BY0861                          SUPERSEDED SURVEY CONTROL
 BY0861
 BY0861  NGVD 29 (??/??/92)   83.659  (m)          274.47   (f) ADJ UNCH    2 0
 BY0861
 BY0861.Superseded values are not recommended for survey control.
 BY0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0861.See file dsdata.txt to determine how the superseded data were derived.
 BY0861
 BY0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ386566(NAD 83)
 BY0861_MARKER: DB = BENCH MARK DISK
 BY0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0861_SP_SET: CULVERT
 BY0861_STAMPING: C 488 1949
 BY0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0861
 BY0861  HISTORY     - Date     Condition        Report By
 BY0861  HISTORY     - 1949     MONUMENTED       CGS
 BY0861  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY0861
 BY0861                          STATION DESCRIPTION
 BY0861
 BY0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0861'6.80 MI SE FROM BURKE.
 BY0861'4.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0861'ORLEANS RAILROAD STATION AT BURKE, THENCE 2.25 MILES SOUTHEAST ALONG
 BY0861'FARM ROAD 58, 280.0 FEET NORTHWEST OF THE CENTER LINE OF THE JUNCTION
 BY0861'WITH A DIRT ROAD LEADING NORTHEAST, 17.0 FEET SOUTHWEST OF THE CENTER
 BY0861'LINE OF FARM ROAD 58, SET IN THE SOUTH END OF THE WEST HEADWALL OF A
 BY0861'24-INCH CONCRETE TUBE CULVERT, ABOUT 1.6 FEET BELOW THE SURFACE OF THE
 BY0861'ROAD.
 BY0861
 BY0861                          STATION RECOVERY (1963)
 BY0861
 BY0861'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0490 ***********************************************************************
 BY0490  DESIGNATION -  C 489
 BY0490  PID         -  BY0490
 BY0490  STATE/COUNTY-  TX/ANGELINA
 BY0490  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0490
 BY0490                         *CURRENT SURVEY CONTROL
 BY0490  ___________________________________________________________________
 BY0490* NAD 83(1986)-  31 17 57.     (N)    094 27 48.     (W)     SCALED    
 BY0490* NAVD 88     -        60.34   (+/-2cm)     198.0    (feet)  VERTCON   
 BY0490  ___________________________________________________________________
 BY0490  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BY0490
 BY0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0490
 BY0490.The horizontal coordinates were scaled from a topographic map and have
 BY0490.an estimated accuracy of +/- 6 seconds.
 BY0490
 BY0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0490.The vertical order pertains to the NGVD 29 superseded value.
 BY0490
 BY0490.The geoid height was determined by GEOID03.
 BY0490
 BY0490;                    North         East    Units  Estimated Accuracy
 BY0490;SPC TX C     - 3,195,710.    1,258,530.      MT  (+/- 180 meters Scaled)
 BY0490
 BY0490                          SUPERSEDED SURVEY CONTROL
 BY0490
 BY0490  NGVD 29 (??/??/92)   60.377  (m)          198.09   (f) ADJ UNCH    2 0
 BY0490
 BY0490.Superseded values are not recommended for survey control.
 BY0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0490.See file dsdata.txt to determine how the superseded data were derived.
 BY0490
 BY0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ607636(NAD 83)
 BY0490_MARKER: DB = BENCH MARK DISK
 BY0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0490_STAMPING: C 489 1949
 BY0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0490+STABILITY: SURFACE MOTION
 BY0490
 BY0490  HISTORY     - Date     Condition        Report By
 BY0490  HISTORY     - 1949     MONUMENTED       CGS
 BY0490
 BY0490                          STATION DESCRIPTION
 BY0490
 BY0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0490'3.2 MI NW FROM ORA.
 BY0490'0.4 MILE WEST ALONG A GRADED DIRT ROAD FROM THE BAPTIST CHURCH AT ORA,
 BY0490'THENCE 2.8 MILES NORTHWEST ALONG A GRADED DIRT ROAD, AT THE O.V.
 BY0490'MODISETTE FARM HOME, 66.8 FEET WEST OF THE WEST CORNER OF THE FARM
 BY0490'HOUSE, 54.0 FEET NORTHWEST OF THE CENTER OF THE YARD GATE, 42.0 FEET
 BY0490'NORTHEAST OF THE CENTER LINE OF THE ROAD, 9.3 FEET NORTHWEST OF A
 BY0490'36-INCH OAK TREE, 3.0 FEET SOUTHWEST OF A FENCE, 1.7 FEET SOUTHEAST OF
 BY0490'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0490'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0923 ***********************************************************************
 BY0923  DESIGNATION -  C 490
 BY0923  PID         -  BY0923
 BY0923  STATE/COUNTY-  TX/ANGELINA
 BY0923  USGS QUAD   -  MANNING (1980)
 BY0923
 BY0923                         *CURRENT SURVEY CONTROL
 BY0923  ___________________________________________________________________
 BY0923* NAD 83(1986)-  31 13 07.     (N)    094 32 18.     (W)     SCALED    
 BY0923* NAVD 88     -        90.55   (+/-2cm)     297.1    (feet)  VERTCON   
 BY0923  ___________________________________________________________________
 BY0923  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BY0923
 BY0923  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0923
 BY0923.The horizontal coordinates were scaled from a topographic map and have
 BY0923.an estimated accuracy of +/- 6 seconds.
 BY0923
 BY0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0923.The vertical order pertains to the NGVD 29 superseded value.
 BY0923
 BY0923.The geoid height was determined by GEOID03.
 BY0923
 BY0923;                    North         East    Units  Estimated Accuracy
 BY0923;SPC TX C     - 3,186,420.    1,251,870.      MT  (+/- 180 meters Scaled)
 BY0923
 BY0923                          SUPERSEDED SURVEY CONTROL
 BY0923
 BY0923  NGVD 29 (??/??/92)   90.577  (m)          297.17   (f) ADJ UNCH    2 0
 BY0923
 BY0923.Superseded values are not recommended for survey control.
 BY0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0923.See file dsdata.txt to determine how the superseded data were derived.
 BY0923
 BY0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ534548(NAD 83)
 BY0923_MARKER: DB = BENCH MARK DISK
 BY0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0923_STAMPING: C 490 1949
 BY0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0923+STABILITY: SURFACE MOTION
 BY0923
 BY0923  HISTORY     - Date     Condition        Report By
 BY0923  HISTORY     - 1949     MONUMENTED       CGS
 BY0923
 BY0923                          STATION DESCRIPTION
 BY0923
 BY0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0923'2.95 MI N FROM SHAWNEE PRAIRIE.
 BY0923'2.95 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL
 BY0923'AT SHAWNEE PRAIRIE, AT A JUNCTION OF THE DIRT ROAD AND U. S. HIGHWAY
 BY0923'69, NEAR THE JAMES HOLLOMAN FARM HOME, 118.0 FEET SOUTH OF THE
 BY0923'SOUTHEAST CORNER OF THE THOMAS GROCERY STORE, 72.3 FEET SOUTHWEST OF
 BY0923'THE CENTER LINE OF THE HIGHWAY, 61.0 FEET EAST OF THE NORTHEAST CORNER
 BY0923'OF THE HOLLOMAN FARM HOME, 30.0 FEET WEST OF THE CENTER LINE OF THE
 BY0923'ROAD, 1.8 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0923'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0502 ***********************************************************************
 BY0502  DESIGNATION -  C 491
 BY0502  PID         -  BY0502
 BY0502  STATE/COUNTY-  TX/ANGELINA
 BY0502  USGS QUAD   -  ZAVALLA (1984)
 BY0502
 BY0502                         *CURRENT SURVEY CONTROL
 BY0502  ___________________________________________________________________
 BY0502* NAD 83(1986)-  31 11 12.     (N)    094 24 34.     (W)     SCALED    
 BY0502* NAVD 88     -        71.71   (+/-2cm)     235.3    (feet)  VERTCON   
 BY0502  ___________________________________________________________________
 BY0502  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BY0502
 BY0502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0502
 BY0502.The horizontal coordinates were scaled from a topographic map and have
 BY0502.an estimated accuracy of +/- 6 seconds.
 BY0502
 BY0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0502.The vertical order pertains to the NGVD 29 superseded value.
 BY0502
 BY0502.The geoid height was determined by GEOID03.
 BY0502
 BY0502;                    North         East    Units  Estimated Accuracy
 BY0502;SPC TX C     - 3,183,530.    1,264,320.      MT  (+/- 180 meters Scaled)
 BY0502
 BY0502                          SUPERSEDED SURVEY CONTROL
 BY0502
 BY0502  NGVD 29 (??/??/92)   71.735  (m)          235.35   (f) ADJ UNCH    2 0
 BY0502
 BY0502.Superseded values are not recommended for survey control.
 BY0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0502.See file dsdata.txt to determine how the superseded data were derived.
 BY0502
 BY0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ657511(NAD 83)
 BY0502_MARKER: DB = BENCH MARK DISK
 BY0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0502_STAMPING: C 491 1949
 BY0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0502+STABILITY: SURFACE MOTION
 BY0502
 BY0502  HISTORY     - Date     Condition        Report By
 BY0502  HISTORY     - 1949     MONUMENTED       CGS
 BY0502  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0502
 BY0502                          STATION DESCRIPTION
 BY0502
 BY0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0502'2.65 MI N FROM ZAVALLA.
 BY0502'0.4 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0502'RAILROAD STATION AT ZAVALLA, THENCE 2.25 MILES NORTH ALONG A GRADED
 BY0502'DIRT ROAD, 75.0 FEET WEST OF THE JUNCTION OF THE GRADED DIRT ROAD AND
 BY0502'ANGELINA NATIONAL FOREST ROAD 300, 62.0 FEET NORTHWEST OF THE CENTER
 BY0502'LINE OF THE GRADED DIRT ROAD, 20.0 FEET SOUTHWEST OF THE CENTER LINE
 BY0502'OF A DIM WOODS ROAD, 1.4 FEET SOUTHEAST OF A REFERENCE POST, AND SET
 BY0502'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 BY0502
 BY0502                          STATION RECOVERY (1979)
 BY0502
 BY0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0578 ***********************************************************************
 BY0578  DESIGNATION -  C 493
 BY0578  PID         -  BY0578
 BY0578  STATE/COUNTY-  TX/JASPER
 BY0578  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0578
 BY0578                         *CURRENT SURVEY CONTROL
 BY0578  ___________________________________________________________________
 BY0578* NAD 83(1986)-  31 03 26.     (N)    094 15 56.     (W)     SCALED    
 BY0578* NAVD 88     -        65.42   (+/-2cm)     214.6    (feet)  VERTCON   
 BY0578  ___________________________________________________________________
 BY0578  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BY0578
 BY0578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0578
 BY0578.The horizontal coordinates were scaled from a topographic map and have
 BY0578.an estimated accuracy of +/- 6 seconds.
 BY0578
 BY0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0578.The vertical order pertains to the NGVD 29 superseded value.
 BY0578
 BY0578.The geoid height was determined by GEOID03.
 BY0578
 BY0578;                    North         East    Units  Estimated Accuracy
 BY0578;SPC TX C     - 3,169,940.    1,278,800.      MT  (+/- 180 meters Scaled)
 BY0578
 BY0578                          SUPERSEDED SURVEY CONTROL
 BY0578
 BY0578  NGVD 29 (??/??/92)   65.434  (m)          214.68   (f) ADJ UNCH    2 0
 BY0578
 BY0578.Superseded values are not recommended for survey control.
 BY0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0578.See file dsdata.txt to determine how the superseded data were derived.
 BY0578
 BY0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ792366(NAD 83)
 BY0578_MARKER: DB = BENCH MARK DISK
 BY0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0578_STAMPING: C 493 1949
 BY0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0578+STABILITY: SURFACE MOTION
 BY0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY0578+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 BY0578
 BY0578  HISTORY     - Date     Condition        Report By
 BY0578  HISTORY     - 1949     MONUMENTED       CGS
 BY0578  HISTORY     - 20040317 GOOD             INDIV
 BY0578
 BY0578                          STATION DESCRIPTION
 BY0578
 BY0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0578'16.30 MI S FROM ZAVALLA.
 BY0578'11.25 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0578'RAILROAD STATION AT ZAVALLA, THENCE 5.05 MILES SOUTH ALONG ANGELINA
 BY0578'NATIONAL FOREST ROAD 313B, 93.0 FEET NORTHWEST OF THE CENTER LINE OF
 BY0578'ANGELINA NATIONAL FOREST ROAD 313B, 30.0 FEET NORTHWEST OF THE CENTER
 BY0578'LINE OF A WOODS ROAD LEADING SOUTHWEST, 1.6 FEET EAST OF A REFERENCE
 BY0578'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 BY0578'THE GROUND.
 BY0578
 BY0578                          STATION RECOVERY (2004)
 BY0578
 BY0578'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DMW)
 BY0578'HIGHWAY 63 HAS MOVED. THE MARK IS NOW 2.95 MILES SOUTH OF HIGHWAY 63
 BY0578'ON FOREST RD. 313B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0361 ***********************************************************************
 BY0361  DESIGNATION -  C 494 RESET 1968
 BY0361  PID         -  BY0361
 BY0361  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0361  USGS QUAD   -  NORWOOD (1984)
 BY0361
 BY0361                         *CURRENT SURVEY CONTROL
 BY0361  ___________________________________________________________________
 BY0361* NAD 83(1986)-  31 23 43.     (N)    094 12 01.     (W)     SCALED    
 BY0361* NAVD 88     -        84.17   (+/-2cm)     276.1    (feet)  VERTCON   
 BY0361  ___________________________________________________________________
 BY0361  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BY0361
 BY0361  VERT ORDER  -  THIRD (See Below)
 BY0361
 BY0361.The horizontal coordinates were scaled from a topographic map and have
 BY0361.an estimated accuracy of +/- 6 seconds.
 BY0361
 BY0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0361.The vertical order pertains to the NGVD 29 superseded value.
 BY0361
 BY0361.The geoid height was determined by GEOID03.
 BY0361
 BY0361;                    North         East    Units  Estimated Accuracy
 BY0361;SPC TX C     - 3,207,700.    1,282,950.      MT  (+/- 180 meters Scaled)
 BY0361
 BY0361                          SUPERSEDED SURVEY CONTROL
 BY0361
 BY0361  NGVD 29 (01/29/03)   84.19   (m)          276.2    (f) RESET       3  
 BY0361
 BY0361.Superseded values are not recommended for survey control.
 BY0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0361.See file dsdata.txt to determine how the superseded data were derived.
 BY0361
 BY0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ858740(NAD 83)
 BY0361_MARKER: DB = BENCH MARK DISK
 BY0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0361_STAMPING: C 494 RESET 1968
 BY0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0361+STABILITY: SURFACE MOTION
 BY0361
 BY0361  HISTORY     - Date     Condition        Report By
 BY0361  HISTORY     - 1968     MONUMENTED       CGS
 BY0361
 BY0361                          STATION DESCRIPTION
 BY0361
 BY0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BY0361'7.3 MI NE FROM BROADDUS.
 BY0361'ABOUT 7.3 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE
 BY0361'IN BROADDUS TO JUNCTION OF STATE HIGHWAY 103, THENCE 0.05 MILE
 BY0361'NORTHWEST ALONG A DIRT ROAD TO SITE OF BENCH MARK.  THE BENCH MARK IS
 BY0361'ABOUT 100 YARDS NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 103 AND
 BY0361'147.  ABOUT 25 YARDS WEST OF A BRICK HOUSE, 69 FEET NORTHWEST OF THE
 BY0361'CENTER OF DRIVEWAY, 25 FEET NORTHEAST OF THE CENTER LINE OF DIRT ROAD,
 BY0361'4 FEET SOUTHWEST OF A POWER LINE POLE WITH TRANSFORMER, AND 1 FOOT
 BY0361'NORTHWEST OF A METAL WITNESS POST.  A STANDARD COAST AND GEODETIC
 BY0361'SURVEY BENCH MARK DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH
 BY0361'PROJECTS 6 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0455 ***********************************************************************
 BY0455  DESIGNATION -  C 495
 BY0455  PID         -  BY0455
 BY0455  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0455  USGS QUAD   -  HARVEY CREEK (1984)
 BY0455
 BY0455                         *CURRENT SURVEY CONTROL
 BY0455  ___________________________________________________________________
 BY0455* NAD 83(1986)-  31 16 18.     (N)    094 09 44.     (W)     SCALED    
 BY0455* NAVD 88     -        74.13   (+/-2cm)     243.2    (feet)  VERTCON   
 BY0455  ___________________________________________________________________
 BY0455  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BY0455
 BY0455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0455
 BY0455.The horizontal coordinates were scaled from a topographic map and have
 BY0455.an estimated accuracy of +/- 6 seconds.
 BY0455
 BY0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0455.The vertical order pertains to the NGVD 29 superseded value.
 BY0455
 BY0455.The geoid height was determined by GEOID03.
 BY0455
 BY0455;                    North         East    Units  Estimated Accuracy
 BY0455;SPC TX C     - 3,194,220.    1,287,330.      MT  (+/- 180 meters Scaled)
 BY0455
 BY0455                          SUPERSEDED SURVEY CONTROL
 BY0455
 BY0455  NGVD 29 (??/??/92)   74.148  (m)          243.27   (f) ADJ UNCH    2 0
 BY0455
 BY0455.Superseded values are not recommended for survey control.
 BY0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0455.See file dsdata.txt to determine how the superseded data were derived.
 BY0455
 BY0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ893602(NAD 83)
 BY0455_MARKER: DB = BENCH MARK DISK
 BY0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0455_STAMPING: C 495 1949
 BY0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0455+STABILITY: SURFACE MOTION
 BY0455
 BY0455  HISTORY     - Date     Condition        Report By
 BY0455  HISTORY     - 1949     MONUMENTED       CGS
 BY0455
 BY0455                          STATION DESCRIPTION
 BY0455
 BY0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0455'9.7 MI NE FROM BROADDUS.
 BY0455'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0455'BROADDUS, THENCE 4.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BY0455'1.9 MILES SOUTH ALONG ANGELINA NATIONAL FOREST ROAD 311, THENCE 3.0
 BY0455'MILES NORTHEAST ALONG ANGELINA NATIONAL FOREST ROAD 312, 29.0 FEET
 BY0455'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 20.0 SOUTH OF A 12-INCH PINE
 BY0455'WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE TREE, 10.0 FEET
 BY0455'EAST OF A 10-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE
 BY0455'OF THE TREE, 174.0 FEET NORTHEAST OF A 20-INCH CONCRETE TUBE CULVERT,
 BY0455'1.0 FOOT NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0455'CONCRETE PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0693 ***********************************************************************
 AY0693  DESIGNATION -  C 496
 AY0693  PID         -  AY0693
 AY0693  STATE/COUNTY-  TX/BEXAR
 AY0693  USGS QUAD   -  CULEBRA HILL (1993)
 AY0693
 AY0693                         *CURRENT SURVEY CONTROL
 AY0693  ___________________________________________________________________
 AY0693* NAD 83(1986)-  29 27 48.     (N)    098 37 41.     (W)     SCALED    
 AY0693* NAVD 88     -       229.085  (meters)     751.59   (feet)  ADJUSTED  
 AY0693  ___________________________________________________________________
 AY0693  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AY0693  DYNAMIC HT  -         228.751 (meters)     750.49  (feet)  COMP
 AY0693  MODELED GRAV-     979,181.1   (mgal)                       NAVD 88
 AY0693
 AY0693  VERT ORDER  -  FIRST     CLASS II
 AY0693
 AY0693.The horizontal coordinates were scaled from a topographic map and have
 AY0693.an estimated accuracy of +/- 6 seconds.
 AY0693
 AY0693.The orthometric height was determined by differential leveling
 AY0693.and adjusted by the National Geodetic Survey in June 1991..
 AY0693
 AY0693.The geoid height was determined by GEOID03.
 AY0693
 AY0693.The dynamic height is computed by dividing the NAVD 88
 AY0693.geopotential number by the normal gravity value computed on the
 AY0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0693.degrees latitude (g = 980.6199 gals.).
 AY0693
 AY0693.The modeled gravity was interpolated from observed gravity values.
 AY0693
 AY0693;                    North         East    Units  Estimated Accuracy
 AY0693;SPC TXSC     - 4,180,700.      636,070.      MT  (+/- 180 meters Scaled)
 AY0693
 AY0693                          SUPERSEDED SURVEY CONTROL
 AY0693
 AY0693  NGVD 29 (??/??/92)  228.967  (m)          751.20   (f) ADJ UNCH    1 2
 AY0693
 AY0693.Superseded values are not recommended for survey control.
 AY0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0693.See file dsdata.txt to determine how the superseded data were derived.
 AY0693
 AY0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT360593(NAD 83)
 AY0693_MARKER: DB = BENCH MARK DISK
 AY0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0693_STAMPING: C 496 1952
 AY0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0693+STABILITY: SURFACE MOTION
 AY0693
 AY0693  HISTORY     - Date     Condition        Report By
 AY0693  HISTORY     - 1952     MONUMENTED       CGS
 AY0693  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0693  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0693
 AY0693                          STATION DESCRIPTION
 AY0693
 AY0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0693'IN SAN ANTONIO.
 AY0693'AT SAN ANTONIO, 0.6 MILE NORTH ALONG POTRANCO ROAD FROM ITS JUNCTION
 AY0693'WITH CULEBRA ROAD, AT AN INTERSECTION WITH WOODLAND DRIVE (INGRAM
 AY0693'ROAD), 31 FEET NORTH OF THE CENTER LINE OF WOODLAND DRIVE, 66 FEET
 AY0693'NORTHWEST OF THE CENTER LINE OF POTRANCO ROAD, 86 FEET WEST OF THE
 AY0693'CENTER LINE OF A CATTLE GUARD AND A PRIVATE ROAD LEADING NORTH, 3.6
 AY0693'FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0693'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0693
 AY0693                          STATION RECOVERY (1966)
 AY0693
 AY0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0693'MARK NOT FOUND.
 AY0693
 AY0693                          STATION RECOVERY (1999)
 AY0693
 AY0693'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1000 ***********************************************************************
 AY1000  DESIGNATION -  C 497
 AY1000  PID         -  AY1000
 AY1000  STATE/COUNTY-  TX/BEXAR
 AY1000  USGS QUAD   -  CASTLE HILLS (1992)
 AY1000
 AY1000                         *CURRENT SURVEY CONTROL
 AY1000  ___________________________________________________________________
 AY1000* NAD 83(1986)-  29 33 49.     (N)    098 31 34.     (W)     SCALED    
 AY1000* NAVD 88     -       264.483  (meters)     867.72   (feet)  POSTED    
 AY1000  ___________________________________________________________________
 AY1000  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AY1000  DYNAMIC HT  -         264.100 (meters)     866.47  (feet)  COMP
 AY1000  MODELED GRAV-     979,177.4   (mgal)                       NAVD 88
 AY1000
 AY1000  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1000
 AY1000.The horizontal coordinates were scaled from a topographic map and have
 AY1000.an estimated accuracy of +/- 6 seconds.
 AY1000
 AY1000.The orthometric height was determined by differential leveling
 AY1000.and adjusted by the National Geodetic Survey in 1992..
 AY1000.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1000.rate of 0.0 thru 1.0 mm/km.
 AY1000
 AY1000.The geoid height was determined by GEOID03.
 AY1000
 AY1000.The dynamic height is computed by dividing the NAVD 88
 AY1000.geopotential number by the normal gravity value computed on the
 AY1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1000.degrees latitude (g = 980.6199 gals.).
 AY1000
 AY1000.The modeled gravity was interpolated from observed gravity values.
 AY1000
 AY1000;                    North         East    Units  Estimated Accuracy
 AY1000;SPC TXSC     - 4,191,850.      645,920.      MT  (+/- 180 meters Scaled)
 AY1000
 AY1000                          SUPERSEDED SURVEY CONTROL
 AY1000
 AY1000  NGVD 29 (??/??/92)  264.358  (m)          867.31   (f) ADJ UNCH    1 2
 AY1000
 AY1000.Superseded values are not recommended for survey control.
 AY1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1000.See file dsdata.txt to determine how the superseded data were derived.
 AY1000
 AY1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT459705(NAD 83)
 AY1000_MARKER: DB = BENCH MARK DISK
 AY1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1000_STAMPING: C 497 1953
 AY1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1000+STABILITY: SURFACE MOTION
 AY1000
 AY1000  HISTORY     - Date     Condition        Report By
 AY1000  HISTORY     - 1953     MONUMENTED       CGS
 AY1000  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 AY1000
 AY1000                          STATION DESCRIPTION
 AY1000
 AY1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1000'1.8 MI NW FROM SAN ANTONIO.
 AY1000'1.4 MILES NORTHWEST ALONG BLANCO ROAD FROM ITS JUNCTION WITH WEST
 AY1000'AVENUE AT SAN ANTONIO, THENCE 0.4 MILE WEST ALONG VOELCKER LANE, AT
 AY1000'THE HOME OF MAX H. VOELCKER, 30 FEET SOUTH OF THE CENTER LINE OF
 AY1000'VOELCKER LANE, 101 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AY1000'HOUSE, 17 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY, 25 FEET EAST OF
 AY1000'THE SOUTHEAST POST OF A GATE ACROSS THE DRIVEWAY, 9 FEET SOUTH OF A
 AY1000'FENCE, 1 FOOT NORTHWEST OF A FENCE, IN THE NORTHEAST CORNER OF A YARD,
 AY1000'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AY1000
 AY1000                          STATION RECOVERY (1995)
 AY1000
 AY1000'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0063 ***********************************************************************
 AY0063  DESIGNATION -  C 498
 AY0063  PID         -  AY0063
 AY0063  STATE/COUNTY-  TX/BEXAR
 AY0063  USGS QUAD   -  LONGHORN (1992)
 AY0063
 AY0063                         *CURRENT SURVEY CONTROL
 AY0063  ___________________________________________________________________
 AY0063* NAD 83(1986)-  29 31 22.     (N)    098 29 24.     (W)     SCALED    
 AY0063* NAVD 88     -       253.832  (meters)     832.78   (feet)  POSTED    
 AY0063  ___________________________________________________________________
 AY0063  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY0063  DYNAMIC HT  -         253.460 (meters)     831.56  (feet)  COMP
 AY0063  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 AY0063
 AY0063  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0063
 AY0063.The horizontal coordinates were scaled from a topographic map and have
 AY0063.an estimated accuracy of +/- 6 seconds.
 AY0063
 AY0063.The orthometric height was determined by differential leveling
 AY0063.and adjusted by the National Geodetic Survey in 1992..
 AY0063.No vertical observational check was made to the station.
 AY0063.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0063.was located on a no-check spur therefore a value was not computed.
 AY0063
 AY0063.The geoid height was determined by GEOID03.
 AY0063
 AY0063.The dynamic height is computed by dividing the NAVD 88
 AY0063.geopotential number by the normal gravity value computed on the
 AY0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0063.degrees latitude (g = 980.6199 gals.).
 AY0063
 AY0063.The modeled gravity was interpolated from observed gravity values.
 AY0063
 AY0063;                    North         East    Units  Estimated Accuracy
 AY0063;SPC TXSC     - 4,187,340.      649,440.      MT  (+/- 180 meters Scaled)
 AY0063
 AY0063                          SUPERSEDED SURVEY CONTROL
 AY0063
 AY0063  NGVD 29 (??/??/92)  253.682  (m)          832.29   (f) ADJ UNCH    1 2
 AY0063
 AY0063.Superseded values are not recommended for survey control.
 AY0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0063.See file dsdata.txt to determine how the superseded data were derived.
 AY0063
 AY0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT494660(NAD 83)
 AY0063_MARKER: DB = BENCH MARK DISK
 AY0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0063_STAMPING: C 498 1953
 AY0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0063+STABILITY: SURFACE MOTION
 AY0063
 AY0063  HISTORY     - Date     Condition        Report By
 AY0063  HISTORY     - 1953     MONUMENTED       CGS
 AY0063  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0063  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0063
 AY0063                          STATION DESCRIPTION
 AY0063
 AY0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0063'IN SAN ANTONIO.
 AY0063'AT SAN ANTONIO, 0.5 MILE EAST ALONG LOOP 13 (ZERCHER ROAD) FROM THE
 AY0063'OVERPASS AT THE JUNCTION WITH U.S. HIGHWAY 281, AT THE DAVIS AIRPORT,
 AY0063'0.15 MILE NORTH OF THE MAIN GATE, 2 FEET SOUTH OF THE SOUTHWEST CORNER
 AY0063'OF A HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 AY0063'ABOVE THE GROUND.
 AY0063
 AY0063                          STATION RECOVERY (1967)
 AY0063
 AY0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0063'MARK NOT FOUND.
 AY0063
 AY0063                          STATION RECOVERY (1995)
 AY0063
 AY0063'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0219 ***********************************************************************
 BY0219  DESIGNATION -  C 499
 BY0219  PID         -  BY0219
 BY0219  STATE/COUNTY-  TX/SHELBY
 BY0219  USGS QUAD   -  CENTER (1984)
 BY0219
 BY0219                         *CURRENT SURVEY CONTROL
 BY0219  ___________________________________________________________________
 BY0219* NAD 83(1986)-  31 47 31.     (N)    094 10 04.     (W)     SCALED    
 BY0219* NAVD 88     -       110.83   (+/-2cm)     363.6    (feet)  VERTCON   
 BY0219  ___________________________________________________________________
 BY0219  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BY0219
 BY0219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0219
 BY0219.The horizontal coordinates were scaled from a topographic map and have
 BY0219.an estimated accuracy of +/- 6 seconds.
 BY0219
 BY0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0219.The vertical order pertains to the NGVD 29 superseded value.
 BY0219
 BY0219.The geoid height was determined by GEOID03.
 BY0219
 BY0219;                    North         East    Units  Estimated Accuracy
 BY0219;SPC TX C     - 3,251,780.    1,283,600.      MT  (+/- 180 meters Scaled)
 BY0219
 BY0219                          SUPERSEDED SURVEY CONTROL
 BY0219
 BY0219  NGVD 29 (??/??/92)  110.873  (m)          363.76   (f) ADJ UNCH    2 0
 BY0219
 BY0219.Superseded values are not recommended for survey control.
 BY0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0219.See file dsdata.txt to determine how the superseded data were derived.
 BY0219
 BY0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR894179(NAD 83)
 BY0219_MARKER: DB = BENCH MARK DISK
 BY0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0219_SP_SET: BUILDING WALL
 BY0219_STAMPING: C 499 1949
 BY0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0219
 BY0219  HISTORY     - Date     Condition        Report By
 BY0219  HISTORY     - 1949     MONUMENTED       CGS
 BY0219  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BY0219
 BY0219                          STATION DESCRIPTION
 BY0219
 BY0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0219'1.2 MI E FROM CENTER.
 BY0219'1.2 MILES EAST ALONG U. S. HIGHWAY 96 AND STATE HIGHWAY 87 FROM THE
 BY0219'INTERSECTION OF SAN AUGUSTINE AND SHELBYVILLE STREETS(AT THE EAST
 BY0219'CORNER OF THE COURTHOUSE SQUARE) AT CENTER, WEST OF AND ACROSS THE
 BY0219'HIGHWAY FROM THE ENTRANCE TO CENTER AIRPORT, 0.3 FOOT NORTHEAST OF THE
 BY0219'SOUTH CORNER OF A BRICK BUILDING OCCUPIED BY SHELBY COUNTY
 BY0219'REFRIGERATION COOP, INC. AND SET VERTICALLY 3.5 FEET ABOVE THE
 BY0219'CONCRETE FOUNDATION IN THE SOUTHEAST BRICK WALL OF THE BUILDING.
 BY0219
 BY0219                          STATION RECOVERY (2001)
 BY0219
 BY0219'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BY0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0834 ***********************************************************************
 BZ0834  DESIGNATION -  C 50
 BZ0834  PID         -  BZ0834
 BZ0834  STATE/COUNTY-  TX/BELL
 BZ0834  USGS QUAD   -  BELTON (1993)
 BZ0834
 BZ0834                         *CURRENT SURVEY CONTROL
 BZ0834  ___________________________________________________________________
 BZ0834* NAD 83(1986)-  31 04 58.     (N)    097 28 26.     (W)     SCALED    
 BZ0834* NAVD 88     -       187.960  (meters)     616.67   (feet)  ADJUSTED  
 BZ0834  ___________________________________________________________________
 BZ0834  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BZ0834  DYNAMIC HT  -         187.711 (meters)     615.85  (feet)  COMP
 BZ0834  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 BZ0834
 BZ0834  VERT ORDER  -  FIRST     CLASS II
 BZ0834
 BZ0834.The horizontal coordinates were scaled from a topographic map and have
 BZ0834.an estimated accuracy of +/- 6 seconds.
 BZ0834
 BZ0834.The orthometric height was determined by differential leveling
 BZ0834.and adjusted by the National Geodetic Survey in June 1991..
 BZ0834.WARNING-Repeat measurements at this control monument indicate possible
 BZ0834.vertical movement.
 BZ0834
 BZ0834.The geoid height was determined by GEOID03.
 BZ0834
 BZ0834.The dynamic height is computed by dividing the NAVD 88
 BZ0834.geopotential number by the normal gravity value computed on the
 BZ0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0834.degrees latitude (g = 980.6199 gals.).
 BZ0834
 BZ0834.The modeled gravity was interpolated from observed gravity values.
 BZ0834
 BZ0834;                    North         East    Units  Estimated Accuracy
 BZ0834;SPC TX C     - 3,160,490.      972,790.      MT  (+/- 180 meters Scaled)
 BZ0834
 BZ0834                          SUPERSEDED SURVEY CONTROL
 BZ0834
 BZ0834  NGVD 29 (??/??/92)  187.838  (m)          616.27   (f) ADJ UNCH    1 2
 BZ0834
 BZ0834.Superseded values are not recommended for survey control.
 BZ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0834.See file dsdata.txt to determine how the superseded data were derived.
 BZ0834
 BZ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV455397(NAD 83)
 BZ0834_MARKER: DB = BENCH MARK DISK
 BZ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0834_SP_SET: CONCRETE POST
 BZ0834_STAMPING: C 50 1953
 BZ0834_MARK LOGO: CGS   
 BZ0834_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0834+STABILITY: SURFACE MOTION
 BZ0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0834+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ0834
 BZ0834  HISTORY     - Date     Condition        Report By
 BZ0834  HISTORY     - 1953     MONUMENTED       CGS
 BZ0834  HISTORY     - 1983     GOOD             NGS
 BZ0834  HISTORY     - 19910221 GOOD             USGS
 BZ0834  HISTORY     - 20031011 GOOD             USPSQD
 BZ0834
 BZ0834                          STATION DESCRIPTION
 BZ0834
 BZ0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0834'1.2 MI NW FROM BELTON.
 BZ0834'1.2 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0834'THE STATION AT BELTON, BELL COUNTY, 0.6 MILE WEST OF MILEPOST 227, AT
 BZ0834'AN OILED-ROAD CROSSING, 79 FEET EAST OF THE CENTER OF THE CROSSING, 58
 BZ0834'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 43.8 FEET NORTHEAST OF
 BZ0834'THE NORTHEAST RAIL, 3 FEET SOUTHWEST OF A FENCE, AND 3 FEET NORTHWEST
 BZ0834'OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 BZ0834'PROJECTING 0.8 FOOT ABOVE GROUND.
 BZ0834
 BZ0834                          STATION RECOVERY (1983)
 BZ0834
 BZ0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0834'RECOVERED THIS DATE.  ADD, 11.0 METERS (36.1 FT) SOUTHEAST OF A GATE
 BZ0834'AND FIELD ROAD AND 0.3 METER (1.0 FT) SOUTHEAST OF A WITNESS POST.
 BZ0834
 BZ0834                          STATION RECOVERY (1991)
 BZ0834
 BZ0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ0834'FROM THE US POST OFFICE IN BELTON, THENCE 0.1 MILES (0.2 KM)
 BZ0834'NORTHEAST TO STREET INTERSECTION, TURN NORTHWEST AND FOLLOW CITY
 BZ0834'STREETS AND FM 93 1.2 MILES (1.9 KM) TO THE INTERSECTION WITH N.
 BZ0834'LOOP 121, TURN (RIGHT) NORTHEAST, FOLLOW N LOOP 121 1.2 MILES (1.9
 BZ0834'KM) TO A ON THE LEFT, TURN LEFT AND FOLLOW PAVED ROAD N 0.15 MILES
 BZ0834'(0.24 KM) TO RAILROAD AND NORTHWEST ALONG RAILROAD 0.15 MILES (0.24
 BZ0834'KM) TO A T-ROAD SOUTHWEST, ENTRANCE TO HURLEY RANCH, THENCE 67 FEET
 BZ0834'(20.4 M) SOUTHEAST ALONG THE ROAD AND 93 FEET (28.3 M) NORTHEAST AND
 BZ0834'PERPENDICULAR, 45 FEET (13.7 M) NORTHEAST OF THE RAILROAD, 3 FEET
 BZ0834'(0.9 M) SOUTHWEST OF A FENCE, 2 FEET (0.6 M) EAST OF A WITNESS POST,
 BZ0834'SET IN A CONCRETE POST.
 BZ0834
 BZ0834                          STATION RECOVERY (2003)
 BZ0834
 BZ0834'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0732 ***********************************************************************
 BL0732  DESIGNATION -  C 500
 BL0732  PID         -  BL0732
 BL0732  STATE/COUNTY-  TX/POLK
 BL0732  USGS QUAD   -  LEGGETT (1984)
 BL0732
 BL0732                         *CURRENT SURVEY CONTROL
 BL0732  ___________________________________________________________________
 BL0732* NAD 83(1986)-  30 49 34.     (N)    094 49 29.     (W)     SCALED    
 BL0732* NAVD 88     -       105.76   (+/-2cm)     347.0    (feet)  VERTCON   
 BL0732  ___________________________________________________________________
 BL0732  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL0732
 BL0732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0732
 BL0732.The horizontal coordinates were scaled from a topographic map and have
 BL0732.an estimated accuracy of +/- 6 seconds.
 BL0732
 BL0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0732.The vertical order pertains to the NGVD 29 superseded value.
 BL0732
 BL0732.The geoid height was determined by GEOID03.
 BL0732
 BL0732;                    North         East    Units  Estimated Accuracy
 BL0732;SPC TX C     - 3,141,580.    1,226,770.      MT  (+/- 180 meters Scaled)
 BL0732
 BL0732                          SUPERSEDED SURVEY CONTROL
 BL0732
 BL0732  NGVD 29 (??/??/92)  105.768  (m)          347.01   (f) ADJ UNCH    2 0
 BL0732
 BL0732.Superseded values are not recommended for survey control.
 BL0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0732.See file dsdata.txt to determine how the superseded data were derived.
 BL0732
 BL0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ254117(NAD 83)
 BL0732_MARKER: DB = BENCH MARK DISK
 BL0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0732_STAMPING: C 500 1949
 BL0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0732+STABILITY: SURFACE MOTION
 BL0732
 BL0732  HISTORY     - Date     Condition        Report By
 BL0732  HISTORY     - 1949     MONUMENTED       CGS
 BL0732  HISTORY     - 1980     GOOD
 BL0732  HISTORY     - 1990     GOOD             USPSQD
 BL0732
 BL0732                          STATION DESCRIPTION
 BL0732
 BL0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0732'3.0 MI E FROM LEGGETT.
 BL0732'3.0 MILES EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BL0732'RAILWAY STATION AT LEGGETT, 97.0 FEET SOUTHWEST OF THE WEST CORNER OF
 BL0732'THE FARMHOUSE OCCUPIED BY A. R. REDIGO, 78.0 FEET NORTHEAST OF THE
 BL0732'CENTER LINE OF THE ROAD, 37.0 FEET NORTHWEST OF THE CENTER LINE OF A
 BL0732'PRIVATE ROAD, 1.0 FOOT SOUTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 BL0732'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 BL0732'ABOVE THE GROUND.
 BL0732
 BL0732                          STATION RECOVERY (1980)
 BL0732
 BL0732'RECOVERED 1980
 BL0732'1.1 MILES EAST ALONG FARM ROAD 942 FROM THE POST OFFICE AT LEGGETT,
 BL0732'THENCE 1.9 MILES NORTHEAST ALONG A GRAVEL ROAD, 97.0 FEET SOUTHWEST
 BL0732'OF A FARM HOUSE, 78.0 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 BL0732'1.0 FOOT SOUTHEAST OF A FENCE, SET IN THE TOP OF A
 BL0732
 BL0732                          STATION RECOVERY (1990)
 BL0732
 BL0732'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BL0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0636 ***********************************************************************
 BL0636  DESIGNATION -  C 501
 BL0636  PID         -  BL0636
 BL0636  STATE/COUNTY-  TX/POLK
 BL0636  USGS QUAD   -  CORRIGAN (1984)
 BL0636
 BL0636                         *CURRENT SURVEY CONTROL
 BL0636  ___________________________________________________________________
 BL0636* NAD 83(1986)-  30 59 41.     (N)    094 48 37.     (W)     SCALED    
 BL0636* NAVD 88     -        73.75   (+/-2cm)     242.0    (feet)  VERTCON   
 BL0636  ___________________________________________________________________
 BL0636  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0636
 BL0636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0636
 BL0636.The horizontal coordinates were scaled from a topographic map and have
 BL0636.an estimated accuracy of +/- 6 seconds.
 BL0636
 BL0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0636.The vertical order pertains to the NGVD 29 superseded value.
 BL0636
 BL0636.The geoid height was determined by GEOID03.
 BL0636
 BL0636;                    North         East    Units  Estimated Accuracy
 BL0636;SPC TX C     - 3,160,310.    1,227,230.      MT  (+/- 180 meters Scaled)
 BL0636
 BL0636                          SUPERSEDED SURVEY CONTROL
 BL0636
 BL0636  NGVD 29 (??/??/92)   73.77   (m)          242.0    (f) COMPUTED    2 0
 BL0636
 BL0636.Superseded values are not recommended for survey control.
 BL0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0636.See file dsdata.txt to determine how the superseded data were derived.
 BL0636
 BL0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ271304(NAD 83)
 BL0636_MARKER: DB = BENCH MARK DISK
 BL0636_SETTING: 0 = UNSPECIFIED SETTING
 BL0636_STAMPING: C 501
 BL0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0636
 BL0636  HISTORY     - Date     Condition        Report By
 BL0636  HISTORY     - UNK      MONUMENTED       CGS
 BL0636  HISTORY     - 1949     GOOD             NGS
 BL0636  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0636  HISTORY     - 20050709 MARK NOT FOUND   USPSQD
 BL0636
 BL0636                          STATION DESCRIPTION
 BL0636
 BL0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0636'1.0 MI E FROM CORRIGAN.
 BL0636'NO DESCRIPTION AVAILABLE.
 BL0636
 BL0636                          STATION RECOVERY (1997)
 BL0636
 BL0636'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0636'MARK NOT FOUND.
 BL0636
 BL0636                          STATION RECOVERY (2005)
 BL0636
 BL0636'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0637 ***********************************************************************
 BL0637  DESIGNATION -  C 501 RESET 1949
 BL0637  PID         -  BL0637
 BL0637  STATE/COUNTY-  TX/POLK
 BL0637  USGS QUAD   -  CORRIGAN (1984)
 BL0637
 BL0637                         *CURRENT SURVEY CONTROL
 BL0637  ___________________________________________________________________
 BL0637* NAD 83(1986)-  30 59 40.     (N)    094 48 34.     (W)     SCALED    
 BL0637* NAVD 88     -        72.09   (+/-2cm)     236.5    (feet)  VERTCON   
 BL0637  ___________________________________________________________________
 BL0637  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0637
 BL0637  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0637
 BL0637.The horizontal coordinates were scaled from a topographic map and have
 BL0637.an estimated accuracy of +/- 6 seconds.
 BL0637
 BL0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0637.The vertical order pertains to the NGVD 29 superseded value.
 BL0637
 BL0637.The geoid height was determined by GEOID03.
 BL0637
 BL0637;                    North         East    Units  Estimated Accuracy
 BL0637;SPC TX C     - 3,160,290.    1,227,310.      MT  (+/- 180 meters Scaled)
 BL0637
 BL0637                          SUPERSEDED SURVEY CONTROL
 BL0637
 BL0637  NGVD 29 (??/??/92)   72.107  (m)          236.57   (f) ADJ UNCH    2 0
 BL0637
 BL0637.Superseded values are not recommended for survey control.
 BL0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0637.See file dsdata.txt to determine how the superseded data were derived.
 BL0637
 BL0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ272303(NAD 83)
 BL0637_MARKER: DB = BENCH MARK DISK
 BL0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0637_STAMPING: C 501 RESET 1949
 BL0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0637+STABILITY: SURFACE MOTION
 BL0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0637+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 BL0637
 BL0637  HISTORY     - Date     Condition        Report By
 BL0637  HISTORY     - 1949     MONUMENTED       CGS
 BL0637  HISTORY     - 1990     GOOD             USPSQD
 BL0637  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0637  HISTORY     - 20050709 GOOD             USPSQD
 BL0637
 BL0637                          STATION DESCRIPTION
 BL0637
 BL0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0637'1.0 MI E FROM CORRIGAN.
 BL0637'1.0 MILE EAST ALONG U. S. HIGHWAY NO. 287 FROM THE JUNCTION OF NO. 287
 BL0637'AND U. S. HIGHWAY NO. 59 AT CORRIGAN, AT A CROSS ROAD, ABOUT 150.0
 BL0637'FEET WEST OF THE SUMMIT OF A HILL, IN A GROVE OF SMALL TREES, 60.0
 BL0637'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 61.0 FEET EAST OF THE
 BL0637'CENTER LINE OF A DIRT ROAD LEADING NORTH, 50.0 FEET EAST OF THE CENTER
 BL0637'LINE OF THE EAST END OF A PIPE CULVERT UNDER THE DIRT ROAD, 1.2 FEET
 BL0637'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0637'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BL0637
 BL0637                          STATION RECOVERY (1990)
 BL0637
 BL0637'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BL0637'RECOVERED IN GOOD CONDITION.
 BL0637
 BL0637                          STATION RECOVERY (1997)
 BL0637
 BL0637'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0637'MARK NOT FOUND.
 BL0637
 BL0637                          STATION RECOVERY (2005)
 BL0637
 BL0637'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0637'GO TO N305938.7  W094 48 32.6.
 BL0637' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0972 ***********************************************************************
 BY0972  DESIGNATION -  C 502
 BY0972  PID         -  BY0972
 BY0972  STATE/COUNTY-  TX/POLK
 BY0972  USGS QUAD   -  PLUCK (1980)
 BY0972
 BY0972                         *CURRENT SURVEY CONTROL
 BY0972  ___________________________________________________________________
 BY0972* NAD 83(1986)-  31 00 42.     (N)    094 44 37.     (W)     SCALED    
 BY0972* NAVD 88     -        63.92   (+/-2cm)     209.7    (feet)  VERTCON   
 BY0972  ___________________________________________________________________
 BY0972  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BY0972
 BY0972  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0972
 BY0972.The horizontal coordinates were scaled from a topographic map and have
 BY0972.an estimated accuracy of +/- 6 seconds.
 BY0972
 BY0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0972.The vertical order pertains to the NGVD 29 superseded value.
 BY0972
 BY0972.The geoid height was determined by GEOID03.
 BY0972
 BY0972;                    North         East    Units  Estimated Accuracy
 BY0972;SPC TX C     - 3,162,510.    1,233,490.      MT  (+/- 180 meters Scaled)
 BY0972
 BY0972                          SUPERSEDED SURVEY CONTROL
 BY0972
 BY0972  NGVD 29 (??/??/92)   63.945  (m)          209.79   (f) ADJ UNCH    2 0
 BY0972
 BY0972.Superseded values are not recommended for survey control.
 BY0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0972.See file dsdata.txt to determine how the superseded data were derived.
 BY0972
 BY0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ335322(NAD 83)
 BY0972_MARKER: DB = BENCH MARK DISK
 BY0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0972_STAMPING: C 502 1949
 BY0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0972+STABILITY: SURFACE MOTION
 BY0972
 BY0972  HISTORY     - Date     Condition        Report By
 BY0972  HISTORY     - 1949     MONUMENTED       CGS
 BY0972  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0972
 BY0972                          STATION DESCRIPTION
 BY0972
 BY0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0972'IN PLUCK.
 BY0972'AT PLUCK, 227.0 FEET NORTH OF THE NORTHEAST CORNER OF THE STORE AND
 BY0972'POST OFFICE, 76.0 FEET EAST OF THE CENTER LINE OF FARM ROAD NO. 352,
 BY0972'30.0 FEET SOUTHEAST OF THE CENTER LINE OF A FIELD ROAD LEADING
 BY0972'NORTHEAST ALONG A TELEPHONE LINE, 29.0 FEET EAST OF THE CENTER LINE OF
 BY0972'A GATE, 1.1 FEET SOUTH OF AN EAST-WEST FENCE, 1.5 FEET WEST OF A
 BY0972'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BY0972'ABOVE THE GROUND.
 BY0972
 BY0972                          STATION RECOVERY (1997)
 BY0972
 BY0972'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0695 ***********************************************************************
 BL0695  DESIGNATION -  C 503
 BL0695  PID         -  BL0695
 BL0695  STATE/COUNTY-  TX/POLK
 BL0695  USGS QUAD   -  CAMDEN (1984)
 BL0695
 BL0695                         *CURRENT SURVEY CONTROL
 BL0695  ___________________________________________________________________
 BL0695* NAD 83(1986)-  30 57 38.     (N)    094 39 33.     (W)     SCALED    
 BL0695* NAVD 88     -        69.68   (+/-2cm)     228.6    (feet)  VERTCON   
 BL0695  ___________________________________________________________________
 BL0695  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL0695
 BL0695  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0695
 BL0695.The horizontal coordinates were scaled from a topographic map and have
 BL0695.an estimated accuracy of +/- 6 seconds.
 BL0695
 BL0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0695.The vertical order pertains to the NGVD 29 superseded value.
 BL0695
 BL0695.The geoid height was determined by GEOID03.
 BL0695
 BL0695;                    North         East    Units  Estimated Accuracy
 BL0695;SPC TX C     - 3,157,260.    1,241,830.      MT  (+/- 180 meters Scaled)
 BL0695
 BL0695                          SUPERSEDED SURVEY CONTROL
 BL0695
 BL0695  NGVD 29 (??/??/92)   69.699  (m)          228.67   (f) ADJ UNCH    2 0
 BL0695
 BL0695.Superseded values are not recommended for survey control.
 BL0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0695.See file dsdata.txt to determine how the superseded data were derived.
 BL0695
 BL0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ415264(NAD 83)
 BL0695_MARKER: DB = BENCH MARK DISK
 BL0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0695_STAMPING: C 503 1949
 BL0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0695+STABILITY: SURFACE MOTION
 BL0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0695+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 BL0695
 BL0695  HISTORY     - Date     Condition        Report By
 BL0695  HISTORY     - 1949     MONUMENTED       CGS
 BL0695  HISTORY     - 20050228 GOOD             USPSQD
 BL0695
 BL0695                          STATION DESCRIPTION
 BL0695
 BL0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0695'1.6 MI NE FROM BARNUM.
 BL0695'1.6 MILES NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT BARNUM,
 BL0695'AT THE SOUTH END OF AN S CURVE, 73.0 FEET SOUTH OF A POINT ON THE
 BL0695'PROJECTED CENTER LINE OF A WOODS ROAD LEADING WEST, 22.0 FEET EAST OF
 BL0695'THE CENTER LINE OF THE ROAD, 4.3 FEET NORTHEAST OF TELEPHONE POLE NO.
 BL0695'415, ABOUT 125.0 FEET SOUTHEAST OF A FRAME FARMHOUSE, 1.3 FEET
 BL0695'SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0695'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BL0695
 BL0695                          STATION RECOVERY (2005)
 BL0695
 BL0695'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0601 ***********************************************************************
 BY0601  DESIGNATION -  C 504
 BY0601  PID         -  BY0601
 BY0601  STATE/COUNTY-  TX/TYLER
 BY0601  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0601
 BY0601                         *CURRENT SURVEY CONTROL
 BY0601  ___________________________________________________________________
 BY0601* NAD 83(1986)-  31 00 43.     (N)    094 20 13.     (W)     SCALED    
 BY0601* NAVD 88     -        39.39   (+/-2cm)     129.2    (feet)  VERTCON   
 BY0601  ___________________________________________________________________
 BY0601  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BY0601
 BY0601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0601
 BY0601.The horizontal coordinates were scaled from a topographic map and have
 BY0601.an estimated accuracy of +/- 6 seconds.
 BY0601
 BY0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0601.The vertical order pertains to the NGVD 29 superseded value.
 BY0601
 BY0601.The geoid height was determined by GEOID03.
 BY0601
 BY0601;                    North         East    Units  Estimated Accuracy
 BY0601;SPC TX C     - 3,164,560.    1,272,260.      MT  (+/- 180 meters Scaled)
 BY0601
 BY0601                          SUPERSEDED SURVEY CONTROL
 BY0601
 BY0601  NGVD 29 (??/??/92)   39.400  (m)          129.26   (f) ADJ UNCH    2 0
 BY0601
 BY0601.Superseded values are not recommended for survey control.
 BY0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0601.See file dsdata.txt to determine how the superseded data were derived.
 BY0601
 BY0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ723316(NAD 83)
 BY0601_MARKER: DB = BENCH MARK DISK
 BY0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0601_STAMPING: C 504 1949
 BY0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0601+STABILITY: SURFACE MOTION
 BY0601
 BY0601  HISTORY     - Date     Condition        Report By
 BY0601  HISTORY     - 1949     MONUMENTED       CGS
 BY0601
 BY0601                          STATION DESCRIPTION
 BY0601
 BY0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0601'3.0 MI NE FROM ROCKLAND.
 BY0601'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BY0601'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BY0601'DIRT ROAD, 176.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A SMALL STEEL
 BY0601'BRIDGE, 52.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 13.0 FEET
 BY0601'SOUTHEAST OF THE CENTER LINE OF A WOODS ROAD LEADING NORTHEAST, 19.0
 BY0601'FEET SOUTHEAST OF AN 8 INCH TRIANGULAR BLAZED PINE TREE, 1.2 FEET WEST
 BY0601'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0601'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0005 ***********************************************************************
 BL0005  DESIGNATION -  C 505
 BL0005  PID         -  BL0005
 BL0005  STATE/COUNTY-  TX/TYLER
 BL0005  USGS QUAD   -  COLMESNEIL (1984)
 BL0005
 BL0005                         *CURRENT SURVEY CONTROL
 BL0005  ___________________________________________________________________
 BL0005* NAD 83(1993)-  30 56 10.89511(N)    094 25 00.23816(W)     ADJUSTED  
 BL0005* NAVD 88     -       124.74   (+/-2cm)     409.3    (feet)  VERTCON   
 BL0005  ___________________________________________________________________
 BL0005  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BL0005  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BL0005
 BL0005  HORZ ORDER  -  SECOND
 BL0005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0005
 BL0005.The horizontal coordinates were established by classical geodetic methods
 BL0005.and adjusted by the National Geodetic Survey in February 1996..
 BL0005
 BL0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0005.The vertical order pertains to the NGVD 29 superseded value.
 BL0005
 BL0005.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0005
 BL0005.The geoid height was determined by GEOID03.
 BL0005
 BL0005;                    North         East     Units Scale Factor Converg.
 BL0005;SPC TX C     - 3,155,783.333 1,265,102.454   MT  0.99988238   +3 02 50.6
 BL0005;SPC TX C     -10,353,599.15  4,150,590.30   sFT  0.99988238   +3 02 50.6
 BL0005;UTM  15      - 3,423,409.375   364,653.810   MT  0.99982597   -0 43 42.4
 BL0005
 BL0005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0005!SPC TX C     -   0.99998479  x   0.99988238  =   0.99986717
 BL0005!UTM  15      -   0.99998479  x   0.99982597  =   0.99981076
 BL0005
 BL0005                          SUPERSEDED SURVEY CONTROL
 BL0005
 BL0005  NAD 83(1986)-  30 56 10.90845(N)    094 25 00.22972(W) AD(       ) 2
 BL0005  NAD 27      -  30 56 10.20200(N)    094 24 59.51000(W) AD(       ) 2
 BL0005  NGVD 29 (??/??/92)  124.747  (m)          409.27   (f) ADJ UNCH    2 0
 BL0005
 BL0005.Superseded values are not recommended for survey control.
 BL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0005.See file dsdata.txt to determine how the superseded data were derived.
 BL0005
 BL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6465423409(NAD 83)
 BL0005_MARKER: DB = BENCH MARK DISK
 BL0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0005_SP_SET: CULVERT
 BL0005_STAMPING: C 505 1949
 BL0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0005
 BL0005  HISTORY     - Date     Condition        Report By
 BL0005  HISTORY     - 1949     MONUMENTED       TXGS
 BL0005  HISTORY     - 1949     GOOD             CGS
 BL0005  HISTORY     - 1966     GOOD             NGS
 BL0005
 BL0005                          STATION DESCRIPTION
 BL0005
 BL0005'DESCRIBED BY TEXAS GEODETIC SURVEY 1949
 BL0005'THE TEXAS GEODETIC SURVEY MARK IS NORTH OF STATION CIMA, SET
 BL0005'IN THE EAST HEADWALL OF A CONCRETE CULVERT, 15 FEET EAST OF
 BL0005'THE CENTER OF THE HIGHWAY AND 5 FEET NORTH OF HIGHWAY POST.
 BL0005'IT IS A STATE SURVEY MARK SET FLUSH WITH THE CENCRETE SURFACE.
 BL0005'THERE ARE NO STAMPINGS ON THE MARK.
 BL0005
 BL0005                          STATION RECOVERY (1949)
 BL0005
 BL0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BL0005'2.0 MI N FROM COLMESNEIL.
 BL0005'2.0 MILES NORTH ALONG U. S. HIGHWAY NO. 69 FROM THE JUNCTION OF NO. 69
 BL0005'AND FARM ROAD NO. 256 AT COLMESNEIL, SET IN THE NORTH CORNER OF THE
 BL0005'EAST HEADWALL OF A CONCRETE CULVERT, 0.1 MILE SOUTH OF A DIRT SIDE
 BL0005'ROAD LEADING EAST, 0.1 MILE NORTH OF TRIANGULATION STATION CIMA 1949,
 BL0005'17.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT SOUTH OF
 BL0005'THE NORTH END OF THE HEADWALL, LEVEL WITH THE HIGHWAY.
 BL0005
 BL0005                          STATION RECOVERY (1966)
 BL0005
 BL0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0592 ***********************************************************************
 BL0592  DESIGNATION -  C 506
 BL0592  PID         -  BL0592
 BL0592  STATE/COUNTY-  TX/POLK
 BL0592  USGS QUAD   -  HORTENSE (1984)
 BL0592
 BL0592                         *CURRENT SURVEY CONTROL
 BL0592  ___________________________________________________________________
 BL0592* NAD 83(1986)-  30 46 05.     (N)    094 38 58.     (W)     SCALED    
 BL0592* NAVD 88     -       127.00   (+/-2cm)     416.7    (feet)  VERTCON   
 BL0592  ___________________________________________________________________
 BL0592  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0592
 BL0592  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0592
 BL0592.The horizontal coordinates were scaled from a topographic map and have
 BL0592.an estimated accuracy of +/- 6 seconds.
 BL0592
 BL0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0592.The vertical order pertains to the NGVD 29 superseded value.
 BL0592
 BL0592.The geoid height was determined by GEOID03.
 BL0592
 BL0592;                    North         East    Units  Estimated Accuracy
 BL0592;SPC TX C     - 3,135,990.    1,243,850.      MT  (+/- 180 meters Scaled)
 BL0592
 BL0592                          SUPERSEDED SURVEY CONTROL
 BL0592
 BL0592  NGVD 29 (??/??/92)  126.997  (m)          416.66   (f) ADJ UNCH    2 0
 BL0592
 BL0592.Superseded values are not recommended for survey control.
 BL0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0592.See file dsdata.txt to determine how the superseded data were derived.
 BL0592
 BL0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ421050(NAD 83)
 BL0592_MARKER: DB = BENCH MARK DISK
 BL0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0592_STAMPING: C 506 1949
 BL0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0592+STABILITY: SURFACE MOTION
 BL0592
 BL0592  HISTORY     - Date     Condition        Report By
 BL0592  HISTORY     - 1949     MONUMENTED       CGS
 BL0592
 BL0592                          STATION DESCRIPTION
 BL0592
 BL0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0592'16.65 MI SW FROM CHESTER.
 BL0592'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0592'AT CHESTER, THENCE 8.25 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.9
 BL0592'MILE EAST ALONG A DIRT ROAD, THENCE 3.7 MILES SOUTH ALONG A WOODS
 BL0592'ROAD, THENCE 0.7 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE 1.8 MILES
 BL0592'SOUTH ALONG THE CARTER LUMBER TRAM, AT A ROAD CROSSING, 64.8 FEET EAST
 BL0592'OF THE EAST RAIL OF THE TRACK, 44.0 FEET SOUTH OF THE CENTER LINE OF
 BL0592'THE ROAD, 10.3 FEET SOUTH OF A 14-INCH PINE TREE IN A FENCE LINE, 2.0
 BL0592'FEET WEST OF A FENCE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE
 BL0592'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0743 ***********************************************************************
 BL0743  DESIGNATION -  C 507
 BL0743  PID         -  BL0743
 BL0743  STATE/COUNTY-  TX/POLK
 BL0743  USGS QUAD   -  HORTENSE (1984)
 BL0743
 BL0743                         *CURRENT SURVEY CONTROL
 BL0743  ___________________________________________________________________
 BL0743* NAD 83(1986)-  30 51 17.     (N)    094 39 48.     (W)     SCALED    
 BL0743* NAVD 88     -       124.83   (+/-2cm)     409.5    (feet)  VERTCON   
 BL0743  ___________________________________________________________________
 BL0743  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL0743
 BL0743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0743
 BL0743.The horizontal coordinates were scaled from a topographic map and have
 BL0743.an estimated accuracy of +/- 6 seconds.
 BL0743
 BL0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0743.The vertical order pertains to the NGVD 29 superseded value.
 BL0743
 BL0743.The geoid height was determined by GEOID03.
 BL0743
 BL0743;                    North         East    Units  Estimated Accuracy
 BL0743;SPC TX C     - 3,145,520.    1,242,030.      MT  (+/- 180 meters Scaled)
 BL0743
 BL0743                          SUPERSEDED SURVEY CONTROL
 BL0743
 BL0743  NGVD 29 (??/??/92)  124.827  (m)          409.54   (f) ADJ UNCH    2 0
 BL0743
 BL0743.Superseded values are not recommended for survey control.
 BL0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0743.See file dsdata.txt to determine how the superseded data were derived.
 BL0743
 BL0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ409146(NAD 83)
 BL0743_MARKER: DB = BENCH MARK DISK
 BL0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0743_STAMPING: C 507 1949
 BL0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0743+STABILITY: SURFACE MOTION
 BL0743
 BL0743  HISTORY     - Date     Condition        Report By
 BL0743  HISTORY     - 1949     MONUMENTED       CGS
 BL0743
 BL0743                          STATION DESCRIPTION
 BL0743
 BL0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0743'9.55 MI SW FROM CHESTER.
 BL0743'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0743'AT CHESTER, THENCE 8.25 MILES SOUTHWEST ALONG A DIRT ROAD, AT A
 BL0743'T-JUNCTION OF DIRT ROADS, 0.4 MILE SOUTH OF THE CROSSING OF THE OLD
 BL0743'ROAD AND THE CARTER LUMBER TRAM, 123.0 FEET NORTH OF THE CENTER LINE
 BL0743'OF THE OLD EAST-WEST ROAD (THE WEST SECTION OF THE ROAD BEING
 BL0743'ABANDONED AND GROWN UP IN TREES AND BUSHES), 116.0 FEET EAST OF THE
 BL0743'NORTHEAST CORNER OF AN OLD ABANDONED LOG CABIN, 26.0 FEET WEST OF THE
 BL0743'CENTER LINE OF THE ROAD LEADING NORTH, 6.0 FEET SOUTHWEST OF A 10-INCH
 BL0743'HICKORY TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE
 BL0743'TREE, 1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BL0743'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0437 ***********************************************************************
 BY0437  DESIGNATION -  C 508
 BY0437  PID         -  BY0437
 BY0437  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0437  USGS QUAD   -  HARVEY CREEK (1984)
 BY0437
 BY0437                         *CURRENT SURVEY CONTROL
 BY0437  ___________________________________________________________________
 BY0437* NAD 83(1986)-  31 19 55.     (N)    094 09 07.     (W)     SCALED    
 BY0437* NAVD 88     -        82.39   (+/-2cm)     270.3    (feet)  VERTCON   
 BY0437  ___________________________________________________________________
 BY0437  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BY0437
 BY0437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0437
 BY0437.The horizontal coordinates were scaled from a topographic map and have
 BY0437.an estimated accuracy of +/- 6 seconds.
 BY0437
 BY0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0437.The vertical order pertains to the NGVD 29 superseded value.
 BY0437
 BY0437.The geoid height was determined by GEOID03.
 BY0437
 BY0437;                    North         East    Units  Estimated Accuracy
 BY0437;SPC TX C     - 3,200,950.    1,287,930.      MT  (+/- 180 meters Scaled)
 BY0437
 BY0437                          SUPERSEDED SURVEY CONTROL
 BY0437
 BY0437  NGVD 29 (??/??/92)   82.418  (m)          270.40   (f) ADJ UNCH    2 0
 BY0437
 BY0437.Superseded values are not recommended for survey control.
 BY0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0437.See file dsdata.txt to determine how the superseded data were derived.
 BY0437
 BY0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ904669(NAD 83)
 BY0437_MARKER: DB = BENCH MARK DISK
 BY0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0437_STAMPING: C 508 1949
 BY0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0437+STABILITY: SURFACE MOTION
 BY0437
 BY0437  HISTORY     - Date     Condition        Report By
 BY0437  HISTORY     - 1949     MONUMENTED       CGS
 BY0437  HISTORY     - 1952     GOOD             NGS
 BY0437
 BY0437                          STATION DESCRIPTION
 BY0437
 BY0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0437'14.75 MI SW FROM SAN AUGUSTINE.
 BY0437'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0437'SAN AUGUSTINE, THENCE 6.1 MILES SOUTH ALONG FARM ROAD 705, 183 FEET
 BY0437'SOUTHEAST OF THE SOUTHEAST HEADWALL OF AN 18 INCH PIPE CULVERT, 49
 BY0437'FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 27 FEET NORTH OF A
 BY0437'14 INCH TRIANGULAR BLAZED PINE TREE, 1.6 FEET NORTHWEST OF A WITNESS
 BY0437'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 BY0437'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0464 ***********************************************************************
 BY0464  DESIGNATION -  C 509
 BY0464  PID         -  BY0464
 BY0464  STATE/COUNTY-  TX/NACOGDOCHES
 BY0464  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0464
 BY0464                         *CURRENT SURVEY CONTROL
 BY0464  ___________________________________________________________________
 BY0464* NAD 83(1986)-  31 22 20.     (N)    094 25 48.     (W)     SCALED    
 BY0464* NAVD 88     -        65.70   (+/-2cm)     215.6    (feet)  VERTCON   
 BY0464  ___________________________________________________________________
 BY0464  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY0464
 BY0464  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0464
 BY0464.The horizontal coordinates were scaled from a topographic map and have
 BY0464.an estimated accuracy of +/- 6 seconds.
 BY0464
 BY0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0464.The vertical order pertains to the NGVD 29 superseded value.
 BY0464
 BY0464.The geoid height was determined by GEOID03.
 BY0464
 BY0464;                    North         East    Units  Estimated Accuracy
 BY0464;SPC TX C     - 3,203,970.    1,261,270.      MT  (+/- 180 meters Scaled)
 BY0464
 BY0464                          SUPERSEDED SURVEY CONTROL
 BY0464
 BY0464  NGVD 29 (??/??/92)   65.739  (m)          215.68   (f) ADJ UNCH    2 0
 BY0464
 BY0464.Superseded values are not recommended for survey control.
 BY0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0464.See file dsdata.txt to determine how the superseded data were derived.
 BY0464
 BY0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ640717(NAD 83)
 BY0464_MARKER: DB = BENCH MARK DISK
 BY0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0464_STAMPING: C 509 1949
 BY0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0464+STABILITY: SURFACE MOTION
 BY0464
 BY0464  HISTORY     - Date     Condition        Report By
 BY0464  HISTORY     - 1949     MONUMENTED       CGS
 BY0464  HISTORY     - 1968     GOOD             NGS
 BY0464  HISTORY     - 19980919 GOOD             USPSQD
 BY0464
 BY0464                          STATION DESCRIPTION
 BY0464
 BY0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0464'1.1 MI SE FROM ETOILE.
 BY0464'ABOUT 0.85 MILE SOUTH ALONG F.M. HIGHWAY 226 FROM THE POST OFFICE IN
 BY0464'ETOILE TO THE JUNCTION OF STATE HIGHWAY 103, THENCE KEEP STRAIGHT
 BY0464'AHEAD, SOUTH, 0.25 MILE ALONG A DIRT ROAD TO SITE OF BENCH MARK, ABOUT
 BY0464'200 FEET SOUTH OF A BLACK AND WHITE BRICK HOUSE, 45 FEET SOUTH OF THE
 BY0464'CENTER LINE OF ROAD, 115 FEET WEST OF THE CENTER OF A PRIVATE
 BY0464'DRIVEWAY, 11 FEET EAST OF A CEDAR TREE, AND 1 FOOT SOUTH OF A METAL
 BY0464'WITNESS POST.  A C AND GS BENCH MARK DISK SET IN A ROUND CONCRETE POST
 BY0464'ABOUT 10 INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE SURFACE OF
 BY0464'GROUND.
 BY0464
 BY0464                          STATION RECOVERY (1998)
 BY0464
 BY0464'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0050 ***********************************************************************
 AN0050  DESIGNATION -  C 51 RESET 1942
 AN0050  PID         -  AN0050
 AN0050  STATE/COUNTY-  TX/MATAGORDA
 AN0050  USGS QUAD   -  MIDFIELD (1995)
 AN0050
 AN0050                         *CURRENT SURVEY CONTROL
 AN0050  ___________________________________________________________________
 AN0050* NAD 83(1986)-  28 53 14.     (N)    096 08 17.     (W)     SCALED    
 AN0050* NAVD 88     -        12.12   (+/-2cm)      39.8    (feet)  VERTCON   
 AN0050  ___________________________________________________________________
 AN0050  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN0050
 AN0050  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0050
 AN0050.The horizontal coordinates were scaled from a topographic map and have
 AN0050.an estimated accuracy of +/- 6 seconds.
 AN0050
 AN0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0050.The vertical order pertains to the NGVD 29 superseded value.
 AN0050
 AN0050.The geoid height was determined by GEOID03.
 AN0050
 AN0050;                    North         East    Units  Estimated Accuracy
 AN0050;SPC TXSC     - 4,120,220.      879,110.      MT  (+/- 180 meters Scaled)
 AN0050
 AN0050                          SUPERSEDED SURVEY CONTROL
 AN0050
 AN0050  NGVD 29 (??/??/92)   12.161  (m)           39.90   (f) ADJ UNCH    1 2
 AN0050
 AN0050.Superseded values are not recommended for survey control.
 AN0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0050.See file dsdata.txt to determine how the superseded data were derived.
 AN0050
 AN0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS791988(NAD 83)
 AN0050_MARKER: DB = BENCH MARK DISK
 AN0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0050_STAMPING: C 51 1918 RESET 1942 ELEV 40.121 FT
 AN0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0050+STABILITY: SURFACE MOTION
 AN0050
 AN0050  HISTORY     - Date     Condition        Report By
 AN0050  HISTORY     - 1942     MONUMENTED       CGS
 AN0050  HISTORY     - 1951     GOOD             NGS
 AN0050  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0050  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0050
 AN0050                          STATION DESCRIPTION
 AN0050
 AN0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0050'0.15 MI E FROM ELMATON.
 AN0050'0.15 MILE EAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AN0050'FROM THE STATION AT ELMATON, 7 POLES WEST OF MILEPOST 270, 162 FEET
 AN0050'NORTHEAST OF THE SOUTHEAST CORNER OF A WAREHOUSE, 115 FEET SOUTHEAST
 AN0050'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 41 FEET NORTHWEST OF THE
 AN0050'NORTHWEST RAIL OF THE MAIN TRACK, 3 FEET NORTHEAST OF A WITNESS POST,
 AN0050'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 AN0050'GROUND.
 AN0050
 AN0050                          STATION RECOVERY (1972)
 AN0050
 AN0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN0050'MARK NOT FOUND.
 AN0050
 AN0050                          STATION RECOVERY (1978)
 AN0050
 AN0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0050'NOT RECOVERED ON THIS DATE NOR IN 1972.STAMPING UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0423 ***********************************************************************
 AY0423  DESIGNATION -  C 510
 AY0423  PID         -  AY0423
 AY0423  STATE/COUNTY-  TX/BEXAR
 AY0423  USGS QUAD   -  SOUTHTON (1992)
 AY0423
 AY0423                         *CURRENT SURVEY CONTROL
 AY0423  ___________________________________________________________________
 AY0423* NAD 83(1986)-  29 19 34.     (N)    098 25 57.     (W)     SCALED    
 AY0423* NAVD 88     -       169.390  (meters)     555.74   (feet)  ADJUSTED  
 AY0423  ___________________________________________________________________
 AY0423  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AY0423  DYNAMIC HT  -         169.145 (meters)     554.94  (feet)  COMP
 AY0423  MODELED GRAV-     979,189.9   (mgal)                       NAVD 88
 AY0423
 AY0423  VERT ORDER  -  FIRST     CLASS II
 AY0423
 AY0423.The horizontal coordinates were scaled from a topographic map and have
 AY0423.an estimated accuracy of +/- 6 seconds.
 AY0423
 AY0423.The orthometric height was determined by differential leveling
 AY0423.and adjusted by the National Geodetic Survey in June 1991..
 AY0423
 AY0423.The geoid height was determined by GEOID03.
 AY0423
 AY0423.The dynamic height is computed by dividing the NAVD 88
 AY0423.geopotential number by the normal gravity value computed on the
 AY0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0423.degrees latitude (g = 980.6199 gals.).
 AY0423
 AY0423.The modeled gravity was interpolated from observed gravity values.
 AY0423
 AY0423;                    North         East    Units  Estimated Accuracy
 AY0423;SPC TXSC     - 4,165,570.      655,110.      MT  (+/- 180 meters Scaled)
 AY0423
 AY0423                          SUPERSEDED SURVEY CONTROL
 AY0423
 AY0423.No superseded survey control is available for this station.
 AY0423
 AY0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT551442(NAD 83)
 AY0423_MARKER: DB = BENCH MARK DISK
 AY0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0423_SP_SET: CULVERT
 AY0423_STAMPING: C 510 1953
 AY0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0423
 AY0423  HISTORY     - Date     Condition        Report By
 AY0423  HISTORY     - 1953     MONUMENTED       CGS
 AY0423  HISTORY     - 1976     GOOD             NGS
 AY0423  HISTORY     - 1980     GOOD             NGS
 AY0423  HISTORY     - 19950626 GOOD             USPSQD
 AY0423
 AY0423                          STATION DESCRIPTION
 AY0423
 AY0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0423'IN SAN ANTONIO.
 AY0423'AT SAN ANTONIO, 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 181 FROM ITS
 AY0423'JUNCTION WITH LOOP 13, AT AN INTERSECTION WITH SOUTHTON ROAD, 116 FEET
 AY0423'EAST OF THE CENTER LINE OF SOUTHTON ROAD, 25 FEET SOUTH OF THE CENTER
 AY0423'LINE OF U.S. HIGHWAY 181, SET IN THE TOP OF THE WEST END OF THE SOUTH
 AY0423'HEADWALL OF A 3 CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY.
 AY0423
 AY0423                          STATION RECOVERY (1976)
 AY0423
 AY0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AY0423'RECOVERED IN GOOD CONDITION.
 AY0423
 AY0423                          STATION RECOVERY (1980)
 AY0423
 AY0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0423'RECOVERED IN GOOD CONDITION.
 AY0423
 AY0423                          STATION RECOVERY (1995)
 AY0423
 AY0423'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0141 ***********************************************************************
 GL0141  DESIGNATION -  C 513
 GL0141  PID         -  GL0141
 GL0141  STATE/COUNTY-  TX/HARTLEY
 GL0141  USGS QUAD   -  WILCO (1965)
 GL0141
 GL0141                         *CURRENT SURVEY CONTROL
 GL0141  ___________________________________________________________________
 GL0141* NAD 83(1986)-  36 01 32.     (N)    102 15 03.     (W)     SCALED    
 GL0141* NAVD 88     -      1171.669  (meters)    3844.05   (feet)  ADJUSTED  
 GL0141  ___________________________________________________________________
 GL0141  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 GL0141  DYNAMIC HT  -        1170.317 (meters)    3839.61  (feet)  COMP
 GL0141  MODELED GRAV-     979,438.3   (mgal)                       NAVD 88
 GL0141
 GL0141  VERT ORDER  -  SECOND    CLASS 0
 GL0141
 GL0141.The horizontal coordinates were scaled from a topographic map and have
 GL0141.an estimated accuracy of +/- 6 seconds.
 GL0141
 GL0141.The orthometric height was determined by differential leveling
 GL0141.and adjusted by the National Geodetic Survey in June 1991..
 GL0141
 GL0141.The geoid height was determined by GEOID03.
 GL0141
 GL0141.The dynamic height is computed by dividing the NAVD 88
 GL0141.geopotential number by the normal gravity value computed on the
 GL0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0141.degrees latitude (g = 980.6199 gals.).
 GL0141
 GL0141.The modeled gravity was interpolated from observed gravity values.
 GL0141
 GL0141;                    North         East    Units  Estimated Accuracy
 GL0141;SPC TX N     - 1,224,970.      132,330.      MT  (+/- 180 meters Scaled)
 GL0141
 GL0141                          SUPERSEDED SURVEY CONTROL
 GL0141
 GL0141  NGVD 29 (??/??/92) 1171.11   (m)         3842.2    (f) COMPUTED    2 0
 GL0141
 GL0141.Superseded values are not recommended for survey control.
 GL0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0141.See file dsdata.txt to determine how the superseded data were derived.
 GL0141
 GL0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV477902(NAD 83)
 GL0141_MARKER: DB = BENCH MARK DISK
 GL0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0141_STAMPING: C 513 1935
 GL0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0141+STABILITY: SURFACE MOTION
 GL0141
 GL0141  HISTORY     - Date     Condition        Report By
 GL0141  HISTORY     - 1935     MONUMENTED       CGS
 GL0141  HISTORY     - 1952     GOOD             NGS
 GL0141
 GL0141                          STATION DESCRIPTION
 GL0141
 GL0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0141'15.4 MI S FROM CONLEN.
 GL0141'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0141'HIGHWAY 54 AT CONLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GL0141'THENCE 0.6 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES SOUTH
 GL0141'ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE EAST ALONG A GRADED DIRT
 GL0141'ROAD, THENCE 2.0 MILES SOUTH ALONG A NORTH AND SOUTH FENCE, THENCE 1.0
 GL0141'MILE SOUTH ALONG A PRIVATE ROAD, THENCE 0.1 MILE WEST ALONG THE
 GL0141'CHICAGO, ROCK ISLAND AND PACIFIC 33 FEET SOUTH OF THE SOUTH RAIL, 14
 GL0141'FEET NORTH OF A FENCE, 4.2 FEET NORTH OF THE 6TH POLE WEST OF A ROAD
 GL0141'CROSSING, 0.6 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A
 GL0141'CONCRETE POST WHICH IS 1.6 FEET BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0218 ***********************************************************************
 GL0218  DESIGNATION -  C 517
 GL0218  PID         -  GL0218
 GL0218  STATE/COUNTY-  TX/SHERMAN
 GL0218  USGS QUAD   -  LAUTZ (1965)
 GL0218
 GL0218                         *CURRENT SURVEY CONTROL
 GL0218  ___________________________________________________________________
 GL0218* NAD 83(1986)-  36 13 49.     (N)    102 02 23.     (W)     SCALED    
 GL0218* NAVD 88     -      1107.018  (meters)    3631.94   (feet)  ADJUSTED  
 GL0218  ___________________________________________________________________
 GL0218  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 GL0218  DYNAMIC HT  -        1105.786 (meters)    3627.90  (feet)  COMP
 GL0218  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 GL0218
 GL0218  VERT ORDER  -  SECOND    CLASS 0
 GL0218
 GL0218.The horizontal coordinates were scaled from a topographic map and have
 GL0218.an estimated accuracy of +/- 6 seconds.
 GL0218
 GL0218.The orthometric height was determined by differential leveling
 GL0218.and adjusted by the National Geodetic Survey in June 1991..
 GL0218
 GL0218.The geoid height was determined by GEOID03.
 GL0218
 GL0218.The dynamic height is computed by dividing the NAVD 88
 GL0218.geopotential number by the normal gravity value computed on the
 GL0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0218.degrees latitude (g = 980.6199 gals.).
 GL0218
 GL0218.The modeled gravity was interpolated from observed gravity values.
 GL0218
 GL0218;                    North         East    Units  Estimated Accuracy
 GL0218;SPC TX N     - 1,247,560.      151,480.      MT  (+/- 180 meters Scaled)
 GL0218
 GL0218                          SUPERSEDED SURVEY CONTROL
 GL0218
 GL0218.No superseded survey control is available for this station.
 GL0218
 GL0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA660135(NAD 83)
 GL0218_MARKER: DB = BENCH MARK DISK
 GL0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0218_STAMPING: C 517 1935
 GL0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0218+STABILITY: SURFACE MOTION
 GL0218
 GL0218  HISTORY     - Date     Condition        Report By
 GL0218  HISTORY     - 1935     MONUMENTED       CGS
 GL0218  HISTORY     - 1943     GOOD             NGS
 GL0218  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0218
 GL0218                          STATION DESCRIPTION
 GL0218
 GL0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0218'8.0 MI S FROM STRATFORD.
 GL0218'THIS MARK IS ABOUT 8.0 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM
 GL0218'THE STATION AT STRATFORD, SHERMAN COUNTY, 116 FEET SOUTHEAST OF
 GL0218'MILEPOST 78, 2.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 52.0 FEET
 GL0218'WEST OF THE CENTER LINE OF U.S.HIGHWAY 287, 46.0 FEET EAST OF THE EAST
 GL0218'RAIL, PROJECTING ABOUT 1-INCH ABOVE THE GROUND, 2.0 FEET SOUTHWEST OF
 GL0218'A WHITE REFERENCE POST.  NOTE-- ROAD HAS BEEN RESURFACED.
 GL0218
 GL0218                          STATION RECOVERY (1965)
 GL0218
 GL0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0630 ***********************************************************************
 GK0630  DESIGNATION -  C 518
 GK0630  PID         -  GK0630
 GK0630  STATE/COUNTY-  TX/SHERMAN
 GK0630  USGS QUAD   -  CAPPS SWITCH NW (1974)
 GK0630
 GK0630                         *CURRENT SURVEY CONTROL
 GK0630  ___________________________________________________________________
 GK0630* NAD 83(1986)-  36 07 31.     (N)    101 38 59.     (W)     SCALED    
 GK0630* NAVD 88     -      1030.952  (meters)    3382.38   (feet)  ADJUSTED  
 GK0630  ___________________________________________________________________
 GK0630  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GK0630  DYNAMIC HT  -        1029.807 (meters)    3378.63  (feet)  COMP
 GK0630  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 GK0630
 GK0630  VERT ORDER  -  SECOND    CLASS 0
 GK0630
 GK0630.The horizontal coordinates were scaled from a topographic map and have
 GK0630.an estimated accuracy of +/- 6 seconds.
 GK0630
 GK0630.The orthometric height was determined by differential leveling
 GK0630.and adjusted by the National Geodetic Survey in June 1991..
 GK0630
 GK0630.The geoid height was determined by GEOID03.
 GK0630
 GK0630.The dynamic height is computed by dividing the NAVD 88
 GK0630.geopotential number by the normal gravity value computed on the
 GK0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0630.degrees latitude (g = 980.6199 gals.).
 GK0630
 GK0630.The modeled gravity was interpolated from observed gravity values.
 GK0630
 GK0630;                    North         East    Units  Estimated Accuracy
 GK0630;SPC TX N     - 1,235,790.      186,520.      MT  (+/- 180 meters Scaled)
 GK0630
 GK0630                          SUPERSEDED SURVEY CONTROL
 GK0630
 GK0630  NGVD 29 (??/??/92) 1030.480  (m)         3380.83   (f) ADJ UNCH    2 0
 GK0630
 GK0630.Superseded values are not recommended for survey control.
 GK0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0630.See file dsdata.txt to determine how the superseded data were derived.
 GK0630
 GK0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF615010(NAD 83)
 GK0630_MARKER: DB = BENCH MARK DISK
 GK0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0630_STAMPING: C 518 1935
 GK0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0630+STABILITY: SURFACE MOTION
 GK0630
 GK0630  HISTORY     - Date     Condition        Report By
 GK0630  HISTORY     - 1935     MONUMENTED       CGS
 GK0630  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0630
 GK0630                          STATION DESCRIPTION
 GK0630
 GK0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0630'14.6 MI NW FROM MORSE.
 GK0630'THIS MARK IS ABOUT 5.0 MILES NORTH ALONG THE CRI AND G RAILROAD AND
 GK0630'ABOUT 9.6 MILES WEST ALONG A DIRT ROAD FROM THE DEPOT AT MORSE,
 GK0630'HANSFORD COUNTY, SET WHERE THE MAIN ROAD FORMS A T JUNCTION WITH A
 GK0630'ROAD RUNNING SOUTH TO CAPPS, 2.0 FEET EAST OF A FENCE RUNNING
 GK0630'NORTH-SOUTH, 24.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 8.0 FEET
 GK0630'NORTH OF A FENCE RUNNING WEST, ABOUT LEVEL WITH THE GROUND, 2.0 FEET
 GK0630'NORTHEAST OF A WHITE REFERENCE POST.
 GK0630
 GK0630                          STATION RECOVERY (1971)
 GK0630
 GK0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GK0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0742 ***********************************************************************
 FL0742  DESIGNATION -  C 524
 FL0742  PID         -  FL0742
 FL0742  STATE/COUNTY-  TX/HUTCHINSON
 FL0742  USGS QUAD   -  ADOBE CREEK (1971)
 FL0742
 FL0742                         *CURRENT SURVEY CONTROL
 FL0742  ___________________________________________________________________
 FL0742* NAD 83(1986)-  35 54 19.     (N)    101 10 31.     (W)     SCALED    
 FL0742* NAVD 88     -       837.038  (meters)    2746.18   (feet)  ADJUSTED  
 FL0742  ___________________________________________________________________
 FL0742  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FL0742  DYNAMIC HT  -         836.128 (meters)    2743.20  (feet)  COMP
 FL0742  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 FL0742
 FL0742  VERT ORDER  -  SECOND    CLASS 0
 FL0742
 FL0742.The horizontal coordinates were scaled from a topographic map and have
 FL0742.an estimated accuracy of +/- 6 seconds.
 FL0742
 FL0742.The orthometric height was determined by differential leveling
 FL0742.and adjusted by the National Geodetic Survey in June 1991..
 FL0742
 FL0742.The geoid height was determined by GEOID03.
 FL0742
 FL0742.The dynamic height is computed by dividing the NAVD 88
 FL0742.geopotential number by the normal gravity value computed on the
 FL0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0742.degrees latitude (g = 980.6199 gals.).
 FL0742
 FL0742.The modeled gravity was interpolated from observed gravity values.
 FL0742
 FL0742;                    North         East    Units  Estimated Accuracy
 FL0742;SPC TX N     - 1,211,420.      229,310.      MT  (+/- 180 meters Scaled)
 FL0742
 FL0742                          SUPERSEDED SURVEY CONTROL
 FL0742
 FL0742  NGVD 29 (??/??/92)  836.621  (m)         2744.81   (f) ADJ UNCH    2 0
 FL0742
 FL0742.Superseded values are not recommended for survey control.
 FL0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0742.See file dsdata.txt to determine how the superseded data were derived.
 FL0742
 FL0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE036756(NAD 83)
 FL0742_MARKER: DB = BENCH MARK DISK
 FL0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0742_STAMPING: C 524 1934
 FL0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0742+STABILITY: SURFACE MOTION
 FL0742
 FL0742  HISTORY     - Date     Condition        Report By
 FL0742  HISTORY     - 1935     MONUMENTED       CGS
 FL0742  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0742
 FL0742                          STATION DESCRIPTION
 FL0742
 FL0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0742'27.2 MI SW FROM SPEARMAN.
 FL0742'IN HUTCHINSON COUNTY, 27.2 MILES SOUTHWEST OF SPEARMAN, HANSFORD
 FL0742'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY
 FL0742'GOING 0.4 MILE WEST ALONG STATE HIGHWAY 282, THENCE 11.6 MILES SOUTH,
 FL0742'2.0 MILES WEST, 1.2 MILES SOUTH, 1.1 MILES WEST, AND 10.9 MILES SOUTH
 FL0742'ALONG GRADED ROADS, 1.1 MILES NORTH OF BATTLE OF ADOBE WALLS
 FL0742'HISTORICAL MONUMENTS, 0.3 MILE SOUTH OF A ROAD JUNCTION, 0.1 MILE
 FL0742'SOUTH OF A WOODED AREA, 27 FEET WEST OF THE CENTERLINE OF A CATTLE
 FL0742'GUARD, AND 4 FEET NORTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK,
 FL0742'STAMPED C 524 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RD.
 FL0742'WORK IN AREA.
 FL0742
 FL0742                          STATION RECOVERY (1971)
 FL0742
 FL0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0620 ***********************************************************************
 AY0620  DESIGNATION -  C 525
 AY0620  PID         -  AY0620
 AY0620  STATE/COUNTY-  TX/BEXAR
 AY0620  USGS QUAD   -  CULEBRA HILL (1993)
 AY0620
 AY0620                         *CURRENT SURVEY CONTROL
 AY0620  ___________________________________________________________________
 AY0620* NAD 83(1986)-  29 23 21.     (N)    098 40 15.     (W)     SCALED    
 AY0620* NAVD 88     -       213.847  (meters)     701.60   (feet)  POSTED    
 AY0620  ___________________________________________________________________
 AY0620  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AY0620  DYNAMIC HT  -         213.540 (meters)     700.59  (feet)  COMP
 AY0620  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AY0620
 AY0620  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0620
 AY0620.The horizontal coordinates were scaled from a topographic map and have
 AY0620.an estimated accuracy of +/- 6 seconds.
 AY0620
 AY0620.The orthometric height was determined by differential leveling
 AY0620.and adjusted by the National Geodetic Survey in 1992..
 AY0620.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0620.rate of 0.0 thru 1.0 mm/km.
 AY0620
 AY0620.The geoid height was determined by GEOID03.
 AY0620
 AY0620.The dynamic height is computed by dividing the NAVD 88
 AY0620.geopotential number by the normal gravity value computed on the
 AY0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0620.degrees latitude (g = 980.6199 gals.).
 AY0620
 AY0620.The modeled gravity was interpolated from observed gravity values.
 AY0620
 AY0620;                    North         East    Units  Estimated Accuracy
 AY0620;SPC TXSC     - 4,172,470.      631,950.      MT  (+/- 180 meters Scaled)
 AY0620
 AY0620                          SUPERSEDED SURVEY CONTROL
 AY0620
 AY0620  NGVD 29 (??/??/92)  213.739  (m)          701.24   (f) ADJ UNCH    1 2
 AY0620
 AY0620.Superseded values are not recommended for survey control.
 AY0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0620.See file dsdata.txt to determine how the superseded data were derived.
 AY0620
 AY0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT319511(NAD 83)
 AY0620_MARKER: DB = BENCH MARK DISK
 AY0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0620_SP_SET: CULVERT
 AY0620_STAMPING: C 525 1953
 AY0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0620
 AY0620  HISTORY     - Date     Condition        Report By
 AY0620  HISTORY     - 1953     MONUMENTED       CGS
 AY0620  HISTORY     - 1968     GOOD             NGS
 AY0620  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0620  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0620  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY0620
 AY0620                          STATION DESCRIPTION
 AY0620
 AY0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AY0620'2.7 MI W FROM SAN ANTONIO.
 AY0620'2.7 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF LOOP 13
 AY0620'(MILITARY DRIVE) AT SAN ANTONIO, BEXAR COUNTY, 0.2 MILE WEST OF A
 AY0620'BRIDGE OVER MEDIO CREEK, 22 FEET NORTH OF THE CENTERLINE OF THE
 AY0620'HIGHWAY, AT A CONCRETE CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF
 AY0620'THE WEST END OF THE NORTH HEADWALL.  A STANDARD DISK, STAMPED C 525
 AY0620'1953.
 AY0620
 AY0620                          STATION RECOVERY (1982)
 AY0620
 AY0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0620'MARK NOT RECOVERED, PROBABLY DESTROYED BY NEW HIGHWAY CONSTRUCTION.
 AY0620
 AY0620                          STATION RECOVERY (1986)
 AY0620
 AY0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0620'MARK NOT FOUND.
 AY0620
 AY0620                          STATION RECOVERY (1999)
 AY0620
 AY0620'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0379 ***********************************************************************
 GK0379  DESIGNATION -  C 526 RESET 1952
 GK0379  PID         -  GK0379
 GK0379  STATE/COUNTY-  TX/HANSFORD
 GK0379  USGS QUAD   -  SPEARMAN SE (1973)
 GK0379
 GK0379                         *CURRENT SURVEY CONTROL
 GK0379  ___________________________________________________________________
 GK0379* NAD 83(1986)-  36 04 57.     (N)    101 06 30.     (W)     SCALED    
 GK0379* NAVD 88     -       944.66   (+/-2cm)    3099.3    (feet)  VERTCON   
 GK0379  ___________________________________________________________________
 GK0379  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 GK0379
 GK0379  VERT ORDER  -  THIRD (See Below)
 GK0379
 GK0379.The horizontal coordinates were scaled from a topographic map and have
 GK0379.an estimated accuracy of +/- 6 seconds.
 GK0379
 GK0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0379.The vertical order pertains to the NGVD 29 superseded value.
 GK0379
 GK0379.The geoid height was determined by GEOID03.
 GK0379
 GK0379;                    North         East    Units  Estimated Accuracy
 GK0379;SPC TX N     - 1,231,100.      235,280.      MT  (+/- 180 meters Scaled)
 GK0379
 GK0379                          SUPERSEDED SURVEY CONTROL
 GK0379
 GK0379  NGVD 29 (??/??/??)  944.23   (m)         3097.9    (f) RESET       3  
 GK0379
 GK0379.Superseded values are not recommended for survey control.
 GK0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0379.See file dsdata.txt to determine how the superseded data were derived.
 GK0379
 GK0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE101951(NAD 83)
 GK0379_MARKER: DB = BENCH MARK DISK
 GK0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0379_STAMPING: C 526 RESET 1952
 GK0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0379+STABILITY: SURFACE MOTION
 GK0379
 GK0379  HISTORY     - Date     Condition        Report By
 GK0379  HISTORY     - 1952     MONUMENTED       CGS
 GK0379
 GK0379                          STATION DESCRIPTION
 GK0379
 GK0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0379'14.2 MI SE FROM SPEARMAN.
 GK0379'TO REACH THE BENCH MARK FROM THE NORTH SIDE OF THE COURTHOUSE IN
 GK0379'SPEARMAN, GO EASTERLY ON FARM ROAD NO. 759 FOR 0.6 MILE TO ITS
 GK0379'JUNCTION WITH FARM ROAD NO. 760.  TURN SOUTH ON FARM ROAD NO. 760 AND
 GK0379'GO 7.8 MILES TO AN EAST-WEST DIRT ROAD.  TURN EAST ON DIRT ROAD AND GO
 GK0379'5.0 MILES TO A ROAD LEADING NORTH AND THE STATION 16 PACES NORTH OF AN
 GK0379'EAST-WEST ROAD AND 10 PACES WEST OF THE CENTERLINE OF A NORTH-SOUTH
 GK0379'ROAD AND 3 FEET SOUTHWEST OF A DOUBLE POWERLINE POLE. THE MARK IS A
 GK0379'STANDARD DISK STAMPED C 526 RESET 1952 SET IN THE TOP OF A ROUND
 GK0379'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0136 ***********************************************************************
 GK0136  DESIGNATION -  C 527
 GK0136  PID         -  GK0136
 GK0136  STATE/COUNTY-  TX/OCHILTREE
 GK0136  USGS QUAD   -  SOURDOUGH CREEK NW (1973)
 GK0136
 GK0136                         *CURRENT SURVEY CONTROL
 GK0136  ___________________________________________________________________
 GK0136* NAD 83(1986)-  36 14 19.     (N)    100 57 47.     (W)     SCALED    
 GK0136* NAVD 88     -       914.390  (meters)    2999.96   (feet)  ADJUSTED  
 GK0136  ___________________________________________________________________
 GK0136  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GK0136  DYNAMIC HT  -         913.415 (meters)    2996.76  (feet)  COMP
 GK0136  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 GK0136
 GK0136  VERT ORDER  -  SECOND    CLASS 0
 GK0136
 GK0136.The horizontal coordinates were scaled from a topographic map and have
 GK0136.an estimated accuracy of +/- 6 seconds.
 GK0136
 GK0136.The orthometric height was determined by differential leveling
 GK0136.and adjusted by the National Geodetic Survey in June 1991..
 GK0136
 GK0136.The geoid height was determined by GEOID03.
 GK0136
 GK0136.The dynamic height is computed by dividing the NAVD 88
 GK0136.geopotential number by the normal gravity value computed on the
 GK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0136.degrees latitude (g = 980.6199 gals.).
 GK0136
 GK0136.The modeled gravity was interpolated from observed gravity values.
 GK0136
 GK0136;                    North         East    Units  Estimated Accuracy
 GK0136;SPC TX N     - 1,248,490.      248,270.      MT  (+/- 180 meters Scaled)
 GK0136
 GK0136                          SUPERSEDED SURVEY CONTROL
 GK0136
 GK0136  NGVD 29 (??/??/92)  913.987  (m)         2998.64   (f) ADJ UNCH    2 0
 GK0136
 GK0136.Superseded values are not recommended for survey control.
 GK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0136.See file dsdata.txt to determine how the superseded data were derived.
 GK0136
 GK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF235122(NAD 83)
 GK0136_MARKER: DB = BENCH MARK DISK
 GK0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0136_STAMPING: C 527 1935
 GK0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0136+STABILITY: SURFACE MOTION
 GK0136
 GK0136  HISTORY     - Date     Condition        Report By
 GK0136  HISTORY     - 1935     MONUMENTED       CGS
 GK0136  HISTORY     - 1943     GOOD             NGS
 GK0136  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0136
 GK0136                          STATION DESCRIPTION
 GK0136
 GK0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0136'5.8 MI S FROM FARNSWORTH.
 GK0136'5.8 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 GK0136'FARNSWORTH, 0.5 MILE NORTHWEST OF A FARMHOUSE ON A HILL, AT A CURVE IN
 GK0136'THE ROAD, 103 FEET SOUTH OF THE CORNER FENCEPOST AT THE SOUTHWEST END
 GK0136'OF THE CURVE, 28 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2.4 FEET
 GK0136'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 527 1935
 GK0136'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 GK0136'GROUND.
 GK0136
 GK0136                          STATION RECOVERY (1973)
 GK0136
 GK0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1287 ***********************************************************************
 FL1287  DESIGNATION -  C 528
 FL1287  PID         -  FL1287
 FL1287  STATE/COUNTY-  TX/POTTER
 FL1287  USGS QUAD   -  CLIFFSIDE (1973)
 FL1287
 FL1287                         *CURRENT SURVEY CONTROL
 FL1287  ___________________________________________________________________
 FL1287* NAD 83(1986)-  35 15 24.     (N)    101 56 44.     (W)     SCALED    
 FL1287* NAVD 88     -      1053.887  (meters)    3457.63   (feet)  ADJUSTED  
 FL1287  ___________________________________________________________________
 FL1287  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FL1287  DYNAMIC HT  -        1052.639 (meters)    3453.53  (feet)  COMP
 FL1287  MODELED GRAV-     979,413.8   (mgal)                       NAVD 88
 FL1287
 FL1287  VERT ORDER  -  SECOND    CLASS 0
 FL1287
 FL1287.The horizontal coordinates were scaled from a topographic map and have
 FL1287.an estimated accuracy of +/- 6 seconds.
 FL1287
 FL1287.The orthometric height was determined by differential leveling
 FL1287.and adjusted by the National Geodetic Survey in June 1991..
 FL1287
 FL1287.The geoid height was determined by GEOID03.
 FL1287
 FL1287.The dynamic height is computed by dividing the NAVD 88
 FL1287.geopotential number by the normal gravity value computed on the
 FL1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1287.degrees latitude (g = 980.6199 gals.).
 FL1287
 FL1287.The modeled gravity was interpolated from observed gravity values.
 FL1287
 FL1287;                    North         East    Units  Estimated Accuracy
 FL1287;SPC TX N     - 1,139,500.      159,460.      MT  (+/- 180 meters Scaled)
 FL1287
 FL1287                          SUPERSEDED SURVEY CONTROL
 FL1287
 FL1287  NGVD 29 (??/??/92) 1053.394  (m)         3456.01   (f) ADJ UNCH    2 0
 FL1287
 FL1287.Superseded values are not recommended for survey control.
 FL1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1287.See file dsdata.txt to determine how the superseded data were derived.
 FL1287
 FL1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE320054(NAD 83)
 FL1287_MARKER: DB = BENCH MARK DISK
 FL1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1287_STAMPING: C-528 1935
 FL1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1287+STABILITY: SURFACE MOTION
 FL1287
 FL1287  HISTORY     - Date     Condition        Report By
 FL1287  HISTORY     - 1935     MONUMENTED       CGS
 FL1287
 FL1287                          STATION DESCRIPTION
 FL1287
 FL1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1287'9.7 MI NW FROM AMARILLO.
 FL1287'TO REACH BENCHMARK GO 7.6 MILES NORTHWEST ALONG FW AND D RAILROAD,
 FL1287'THENCE 1.3 MILES WEST ALONG GRADED ROAD, THENCE 0.4 MILE SOUTH, THENCE
 FL1287'0.4 MILE WEST.  BENCHMARK IS SET ALONG ROAD BETWEEN TWO ROCKY CLIFFS
 FL1287'ABOUT 0.4 MILE WEST OF JUDD BISHOPS RANCH HOUSE, AND APPROXIMATELY 350
 FL1287'FEET NORTHWEST OF ROAD LEADING TO ROCK CRUSHER. BEING 32.0 FEET NORTH
 FL1287'OF CENTER-LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0060 ***********************************************************************
 AM0060  DESIGNATION -  C 53
 AM0060  PID         -  AM0060
 AM0060  STATE/COUNTY-  TX/BRAZORIA
 AM0060  USGS QUAD   -  FREEPORT (1974)
 AM0060
 AM0060                         *CURRENT SURVEY CONTROL
 AM0060  ___________________________________________________________________
 AM0060* NAD 83(1986)-  28 57 12.     (N)    095 21 00.     (W)     SCALED    
 AM0060* NAVD 88     -         3.07   (+/-2cm)      10.1    (feet)  VERTCON   
 AM0060  ___________________________________________________________________
 AM0060  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AM0060
 AM0060  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0060
 AM0060.The horizontal coordinates were scaled from a topographic map and have
 AM0060.an estimated accuracy of +/- 6 seconds.
 AM0060
 AM0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0060.The vertical order pertains to the NGVD 29 superseded value.
 AM0060
 AM0060.The geoid height was determined by GEOID03.
 AM0060
 AM0060;                    North         East    Units  Estimated Accuracy
 AM0060;SPC TXSC     - 4,129,680.      955,710.      MT  (+/- 180 meters Scaled)
 AM0060
 AM0060                          SUPERSEDED SURVEY CONTROL
 AM0060
 AM0060  NGVD 29 (??/??/92)    3.092  (m)           10.14   (f) ADJ UNCH    1 1
 AM0060
 AM0060.Superseded values are not recommended for survey control.
 AM0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0060.See file dsdata.txt to determine how the superseded data were derived.
 AM0060
 AM0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN709050(NAD 83)
 AM0060_MARKER: DB = BENCH MARK DISK
 AM0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0060_SP_SET: FOUNDATION
 AM0060_STAMPING: C 53 1918 ELEV. 12.060 FT.
 AM0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0060+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AM0060
 AM0060  HISTORY     - Date     Condition        Report By
 AM0060  HISTORY     - 1918     MONUMENTED       CGS
 AM0060  HISTORY     - 1973     GOOD             NGS
 AM0060  HISTORY     - 1977     GOOD             NGS
 AM0060  HISTORY     - 1978     GOOD             NGS
 AM0060  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AM0060  HISTORY     - 19980425 GOOD             USPSQD
 AM0060  HISTORY     - 20041106 GOOD             USPSQD
 AM0060
 AM0060                          STATION DESCRIPTION
 AM0060
 AM0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0060'IN FREEPORT.
 AM0060'AT FREEPORT, 0.05 MILE NORTH ALONG ASH STREET FROM THE JUNCTION OF
 AM0060'WEST FIRST STREET, 0.05 MILE SOUTHEAST OF THE JUNCTION OF MAPLE STREET
 AM0060'AND WEST BRAZOS BOULEVARD, SET VERTICALLY IN THE EAST FACE OF THE
 AM0060'CONCRETE FOUNDATION OF A CONCRETE AND BRICK BUILDING FORMER SCHOOL
 AM0060'BUILDING, 16.0 FEET WEST OF THE CENTER LINE OF THE STREET, 300 FEET
 AM0060'NORTH OF THE CENTER LINE OF BRAZOS BOULEVARD, 42 1/2 FEET SOUTH OF THE
 AM0060'CENTER OF THE EAST ENTRANCE TO THE BUILDING, 1.5 FEET NORTH OF THE
 AM0060'SOUTHEAST CORNER OF THE BUILDING, 4.0 FEET ABOVE THE SIDEWALK.
 AM0060
 AM0060                          STATION RECOVERY (1977)
 AM0060
 AM0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0060'RECOVERED IN GOOD CONDITION.
 AM0060
 AM0060                          STATION RECOVERY (1978)
 AM0060
 AM0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0060'0.05 MILE NORTH ALONG ASH STREET FROM THE JUNCTION OF WEST FIRST, 0.05
 AM0060'MILE SOUTHEAST OF THE JUNCTION OF MAPLE STREET AND WEST BRAZOS
 AM0060'BOULEVARD, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE
 AM0060'FOUNDATION OF A CONCRETE AND BRICK BUILDING (MARINE ELECTRONICE),
 AM0060'FORMEALY A SCHOOL BUILDING, ABOUT 30 PACES NORTH OF BRAZOS BOULEVARD,
 AM0060'42 FT. SOUTH OF THE CENTER OF THE EAST ENTRANCE TO THE BUILDING, 21
 AM0060'FT. NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 4 FT. ABOVE THE
 AM0060'SIDEWALK.
 AM0060
 AM0060                          STATION RECOVERY (1990)
 AM0060
 AM0060'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AM0060'MARK NOT FOUND.
 AM0060
 AM0060                          STATION RECOVERY (1998)
 AM0060
 AM0060'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0060'RECOVERED IN GOOD CONDITION.
 AM0060
 AM0060                          STATION RECOVERY (2004)
 AM0060
 AM0060'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0721 ***********************************************************************
 FL0721  DESIGNATION -  C 530
 FL0721  PID         -  FL0721
 FL0721  STATE/COUNTY-  TX/ROBERTS
 FL0721  USGS QUAD   -  GARDEN SPRINGS (1971)
 FL0721
 FL0721                         *CURRENT SURVEY CONTROL
 FL0721  ___________________________________________________________________
 FL0721* NAD 83(1986)-  35 57 06.     (N)    101 00 24.     (W)     SCALED    
 FL0721* NAVD 88     -       790.376  (meters)    2593.09   (feet)  ADJUSTED  
 FL0721  ___________________________________________________________________
 FL0721  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FL0721  DYNAMIC HT  -         789.530 (meters)    2590.32  (feet)  COMP
 FL0721  MODELED GRAV-     979,536.0   (mgal)                       NAVD 88
 FL0721
 FL0721  VERT ORDER  -  SECOND    CLASS 0
 FL0721
 FL0721.The horizontal coordinates were scaled from a topographic map and have
 FL0721.an estimated accuracy of +/- 6 seconds.
 FL0721
 FL0721.The orthometric height was determined by differential leveling
 FL0721.and adjusted by the National Geodetic Survey in June 1991..
 FL0721
 FL0721.The geoid height was determined by GEOID03.
 FL0721
 FL0721.The dynamic height is computed by dividing the NAVD 88
 FL0721.geopotential number by the normal gravity value computed on the
 FL0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0721.degrees latitude (g = 980.6199 gals.).
 FL0721
 FL0721.The modeled gravity was interpolated from observed gravity values.
 FL0721
 FL0721;                    North         East    Units  Estimated Accuracy
 FL0721;SPC TX N     - 1,216,630.      244,510.      MT  (+/- 180 meters Scaled)
 FL0721
 FL0721                          SUPERSEDED SURVEY CONTROL
 FL0721
 FL0721  NGVD 29 (??/??/92)  789.997  (m)         2591.85   (f) ADJ UNCH    2 0
 FL0721
 FL0721.Superseded values are not recommended for survey control.
 FL0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0721.See file dsdata.txt to determine how the superseded data were derived.
 FL0721
 FL0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE190804(NAD 83)
 FL0721_MARKER: DB = BENCH MARK DISK
 FL0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0721_STAMPING: C 530 1935
 FL0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0721+STABILITY: SURFACE MOTION
 FL0721
 FL0721  HISTORY     - Date     Condition        Report By
 FL0721  HISTORY     - 1935     MONUMENTED       CGS
 FL0721  HISTORY     - 1955     GOOD             NGS
 FL0721
 FL0721                          STATION DESCRIPTION
 FL0721
 FL0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0721'20.3 MI NE FROM PLEMONS.
 FL0721'IN ROBERTS COUNTY, 20.3 MILES NORTHEAST ALONG THE CANADIAN ROAD THE
 FL0721'POST OFFICE AT PLEMONS, HUTCHINSON COUNTY, ON THE NORTH SIDE OF THE
 FL0721'CANADIAN RIVER, 240 FEET SOUTHWEST OF THE CROSSING OF A SMALL DRY
 FL0721'CREEK, 91 FEET SOUTH OF THE CENTER OF A CATTLE GUARD, 3 FEET WEST OF A
 FL0721'FENCE LINE, AND 2 FEET SOUTH OF A WHITE WITNESS POST.  A STANDARD
 FL0721'DISK, STAMPED C 530 1935 AND SET IN THE TOP OF A 6 IN X 6 IN CONCRETE
 FL0721'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0381 ***********************************************************************
 FM0381  DESIGNATION -  C 531
 FM0381  PID         -  FM0381
 FM0381  STATE/COUNTY-  TX/OLDHAM
 FM0381  USGS QUAD   -  ADRIAN (1966)
 FM0381
 FM0381                         *CURRENT SURVEY CONTROL
 FM0381  ___________________________________________________________________
 FM0381* NAD 83(1986)-  35 21 24.     (N)    102 37 42.     (W)     SCALED    
 FM0381* NAVD 88     -      1164.730  (meters)    3821.28   (feet)  ADJUSTED  
 FM0381  ___________________________________________________________________
 FM0381  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 FM0381  DYNAMIC HT  -        1163.346 (meters)    3816.74  (feet)  COMP
 FM0381  MODELED GRAV-     979,404.8   (mgal)                       NAVD 88
 FM0381
 FM0381  VERT ORDER  -  SECOND    CLASS 0
 FM0381
 FM0381.The horizontal coordinates were scaled from a topographic map and have
 FM0381.an estimated accuracy of +/- 6 seconds.
 FM0381
 FM0381.The orthometric height was determined by differential leveling
 FM0381.and adjusted by the National Geodetic Survey in June 1991..
 FM0381
 FM0381.The geoid height was determined by GEOID03.
 FM0381
 FM0381.The dynamic height is computed by dividing the NAVD 88
 FM0381.geopotential number by the normal gravity value computed on the
 FM0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0381.degrees latitude (g = 980.6199 gals.).
 FM0381
 FM0381.The modeled gravity was interpolated from observed gravity values.
 FM0381
 FM0381;                    North         East    Units  Estimated Accuracy
 FM0381;SPC TX N     - 1,151,090.       97,460.      MT  (+/- 180 meters Scaled)
 FM0381
 FM0381                          SUPERSEDED SURVEY CONTROL
 FM0381
 FM0381  NGVD 29 (??/??/92) 1164.213  (m)         3819.59   (f) ADJ UNCH    2 0
 FM0381
 FM0381.Superseded values are not recommended for survey control.
 FM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0381.See file dsdata.txt to determine how the superseded data were derived.
 FM0381
 FM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV154151(NAD 83)
 FM0381_MARKER: DB = BENCH MARK DISK
 FM0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0381_STAMPING: C 531 1935
 FM0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0381+STABILITY: SURFACE MOTION
 FM0381
 FM0381  HISTORY     - Date     Condition        Report By
 FM0381  HISTORY     - 1935     MONUMENTED       CGS
 FM0381  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0381
 FM0381                          STATION DESCRIPTION
 FM0381
 FM0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0381'6.4 MI N FROM ADRIAN.
 FM0381'TO REACH FROM ADRIAN POST OFFICE GO 0.2 MILE NORTH ALONG GRADED ROAD,
 FM0381'THENCE THROUGH CATTLE GATE AND 6.1 MILES NORTH ALONG TRAIL.  1.2 MILES
 FM0381'NORTH OF LARGE CORRALLS OF THE METADORA RANCH, ON THE SOUTH BANK OF A
 FM0381'SMALL DRY CREEK, 40 FEET SOUTH OF CREEK BED, AND 26 FEET WEST OF
 FM0381'CENTERLINE OF TRAIL.
 FM0381
 FM0381                          STATION RECOVERY (1966)
 FM0381
 FM0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1246 ***********************************************************************
 FL1246  DESIGNATION -  C 532 RESET 1955
 FL1246  PID         -  FL1246
 FL1246  STATE/COUNTY-  TX/RANDALL
 FL1246  USGS QUAD   -  THE PALISADES (1973)
 FL1246
 FL1246                         *CURRENT SURVEY CONTROL
 FL1246  ___________________________________________________________________
 FL1246* NAD 83(1986)-  35 05 28.     (N)    101 46 08.     (W)     SCALED    
 FL1246* NAVD 88     -      1093.39   (+/-2cm)    3587.2    (feet)  VERTCON   
 FL1246  ___________________________________________________________________
 FL1246  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FL1246
 FL1246  VERT ORDER  -  THIRD (See Below)
 FL1246
 FL1246.The horizontal coordinates were scaled from a topographic map and have
 FL1246.an estimated accuracy of +/- 6 seconds.
 FL1246
 FL1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1246.The vertical order pertains to the NGVD 29 superseded value.
 FL1246
 FL1246.The geoid height was determined by GEOID03.
 FL1246
 FL1246;                    North         East    Units  Estimated Accuracy
 FL1246;SPC TX N     - 1,121,080.      175,480.      MT  (+/- 180 meters Scaled)
 FL1246
 FL1246                          SUPERSEDED SURVEY CONTROL
 FL1246
 FL1246  NGVD 29 (??/??/??) 1092.90   (m)         3585.6    (f) RESET       3  
 FL1246
 FL1246.Superseded values are not recommended for survey control.
 FL1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1246.See file dsdata.txt to determine how the superseded data were derived.
 FL1246
 FL1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD475866(NAD 83)
 FL1246_MARKER: DB = BENCH MARK DISK
 FL1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1246_STAMPING: C 532 RESET 1955
 FL1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1246+STABILITY: SURFACE MOTION
 FL1246
 FL1246  HISTORY     - Date     Condition        Report By
 FL1246  HISTORY     - 1955     MONUMENTED       CGS
 FL1246  HISTORY     - 1960     GOOD             USGS
 FL1246
 FL1246                          STATION DESCRIPTION
 FL1246
 FL1246'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FL1246'10.5 MI SE FROM AMARILLO.
 FL1246'6.0 MILES SOUTH ALONG FARM ROAD 1541 FROM JCT. U.S. HWY 60 AND 87 AND
 FL1246'WASHINGTON ST. IN AMARILLO TO CROSSROAD AND FARM ROAD 1151.  THENCE
 FL1246'EAST ALONG FARM ROAD 1151 FOR 4.5 MILES TO T ROAD SOUTH. 54 FT. WEST
 FL1246'AND 52 FT. SOUTH OF T ROAD. STANDARD TABLET SET IN TOP OF CONCRETE
 FL1246'POST STAMPED C 532 RESET 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1175 ***********************************************************************
 FL1175  DESIGNATION -  C 533
 FL1175  PID         -  FL1175
 FL1175  STATE/COUNTY-  TX/POTTER
 FL1175  USGS QUAD   -  MAYER (1973)
 FL1175
 FL1175                         *CURRENT SURVEY CONTROL
 FL1175  ___________________________________________________________________
 FL1175* NAD 83(1986)-  35 22 04.     (N)    101 38 12.     (W)     SCALED    
 FL1175* NAVD 88     -      1080.008  (meters)    3543.33   (feet)  ADJUSTED  
 FL1175  ___________________________________________________________________
 FL1175  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1175  DYNAMIC HT  -        1078.729 (meters)    3539.13  (feet)  COMP
 FL1175  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 FL1175
 FL1175  VERT ORDER  -  SECOND    CLASS 0
 FL1175
 FL1175.The horizontal coordinates were scaled from a topographic map and have
 FL1175.an estimated accuracy of +/- 6 seconds.
 FL1175
 FL1175.The orthometric height was determined by differential leveling
 FL1175.and adjusted by the National Geodetic Survey in June 1991..
 FL1175
 FL1175.The geoid height was determined by GEOID03.
 FL1175
 FL1175.The dynamic height is computed by dividing the NAVD 88
 FL1175.geopotential number by the normal gravity value computed on the
 FL1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1175.degrees latitude (g = 980.6199 gals.).
 FL1175
 FL1175.The modeled gravity was interpolated from observed gravity values.
 FL1175
 FL1175;                    North         East    Units  Estimated Accuracy
 FL1175;SPC TX N     - 1,151,750.      187,580.      MT  (+/- 180 meters Scaled)
 FL1175
 FL1175                          SUPERSEDED SURVEY CONTROL
 FL1175
 FL1175  NGVD 29 (??/??/92) 1079.498  (m)         3541.65   (f) ADJ UNCH    2 0
 FL1175
 FL1175.Superseded values are not recommended for survey control.
 FL1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1175.See file dsdata.txt to determine how the superseded data were derived.
 FL1175
 FL1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE604170(NAD 83)
 FL1175_MARKER: DB = BENCH MARK DISK
 FL1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1175_STAMPING: C-533 1935
 FL1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1175+STABILITY: SURFACE MOTION
 FL1175
 FL1175  HISTORY     - Date     Condition        Report By
 FL1175  HISTORY     - 1935     MONUMENTED       CGS
 FL1175
 FL1175                          STATION DESCRIPTION
 FL1175
 FL1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1175'16.1 MI NE FROM AMARILLO.
 FL1175'BENCHMARK IS LOCATED BETWEEN TWO LARGE FILLS ON THE CRI AND G RR.
 FL1175'BEING 8 RAIL LENGTHS NORTH OF MILE POST NO. 16.1.  136 FEET SOUTHWEST
 FL1175'OF COUNTY ROAD CROSSING.  58.0 FEET EAST OF CENTERLINE OF HIGHWAY NO.
 FL1175'66.  92.0 FEET WEST OF WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1201 ***********************************************************************
 FL1201  DESIGNATION -  C 534
 FL1201  PID         -  FL1201
 FL1201  STATE/COUNTY-  TX/CARSON
 FL1201  USGS QUAD   -  POMEROY (1953)
 FL1201
 FL1201                         *CURRENT SURVEY CONTROL
 FL1201  ___________________________________________________________________
 FL1201* NAD 83(1986)-  35 22 54.     (N)    101 36 44.     (W)     SCALED    
 FL1201* NAVD 88     -      1089.411  (meters)    3574.18   (feet)  ADJUSTED  
 FL1201  ___________________________________________________________________
 FL1201  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1201  DYNAMIC HT  -        1088.122 (meters)    3569.95  (feet)  COMP
 FL1201  MODELED GRAV-     979,412.7   (mgal)                       NAVD 88
 FL1201
 FL1201  VERT ORDER  -  SECOND    CLASS 0
 FL1201
 FL1201.The horizontal coordinates were scaled from a topographic map and have
 FL1201.an estimated accuracy of +/- 6 seconds.
 FL1201
 FL1201.The orthometric height was determined by differential leveling
 FL1201.and adjusted by the National Geodetic Survey in June 1991..
 FL1201
 FL1201.The geoid height was determined by GEOID03.
 FL1201
 FL1201.The dynamic height is computed by dividing the NAVD 88
 FL1201.geopotential number by the normal gravity value computed on the
 FL1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1201.degrees latitude (g = 980.6199 gals.).
 FL1201
 FL1201.The modeled gravity was interpolated from observed gravity values.
 FL1201
 FL1201;                    North         East    Units  Estimated Accuracy
 FL1201;SPC TX N     - 1,153,280.      189,800.      MT  (+/- 180 meters Scaled)
 FL1201
 FL1201                          SUPERSEDED SURVEY CONTROL
 FL1201
 FL1201  NGVD 29 (??/??/92) 1088.896  (m)         3572.49   (f) ADJ UNCH    2 0
 FL1201
 FL1201.Superseded values are not recommended for survey control.
 FL1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1201.See file dsdata.txt to determine how the superseded data were derived.
 FL1201
 FL1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE627185(NAD 83)
 FL1201_MARKER: DB = BENCH MARK DISK
 FL1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1201_STAMPING: C-534 1935
 FL1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1201+STABILITY: SURFACE MOTION
 FL1201
 FL1201  HISTORY     - Date     Condition        Report By
 FL1201  HISTORY     - 1935     MONUMENTED       CGS
 FL1201  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL1201
 FL1201                          STATION DESCRIPTION
 FL1201
 FL1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1201'6.8 MI NE FROM MASTERSON.
 FL1201'TO REACH BENCHMARK FROM RAILROAD DEPOT GO 2.5 MILES EAST ALONG GRADED
 FL1201'ROAD, THENCE NORTH 2.0 MILES TO INTERSECTION OF ROADS, THENCE EAST 0.3
 FL1201'MILE, THENCE 2.0 MILES NORTH.  BENCHMARK IS SET IN FENCE CORNER AT
 FL1201'T-ROAD APPROXIMATELY 1.0 MILE NORTH OF POINT WHERE POWER LINE TURNS
 FL1201'EAST FROM ROAD.  BEING 34.0 FEET SOUTH OF CENTERLINE OF E-W ROAD,
 FL1201'113.0 FEET EAST OF FENCE CORNER, AND 2.7 FEET SOUTH OF SOUTH
 FL1201'RIGHT-OF-WAY FENCE.
 FL1201
 FL1201                          STATION RECOVERY (1953)
 FL1201
 FL1201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0279 ***********************************************************************
 FM0279  DESIGNATION -  C 535
 FM0279  PID         -  FM0279
 FM0279  STATE/COUNTY-  TX/OLDHAM
 FM0279  USGS QUAD   -  ROTTEN HILL (1966)
 FM0279
 FM0279                         *CURRENT SURVEY CONTROL
 FM0279  ___________________________________________________________________
 FM0279* NAD 83(1986)-  35 16 24.     (N)    102 11 53.     (W)     SCALED    
 FM0279* NAVD 88     -      1111.503  (meters)    3646.66   (feet)  ADJUSTED  
 FM0279  ___________________________________________________________________
 FM0279  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 FM0279  DYNAMIC HT  -        1110.163 (meters)    3642.26  (feet)  COMP
 FM0279  MODELED GRAV-     979,390.6   (mgal)                       NAVD 88
 FM0279
 FM0279  VERT ORDER  -  SECOND    CLASS 0
 FM0279
 FM0279.The horizontal coordinates were scaled from a topographic map and have
 FM0279.an estimated accuracy of +/- 6 seconds.
 FM0279
 FM0279.The orthometric height was determined by differential leveling
 FM0279.and adjusted by the National Geodetic Survey in June 1991..
 FM0279
 FM0279.The geoid height was determined by GEOID03.
 FM0279
 FM0279.The dynamic height is computed by dividing the NAVD 88
 FM0279.geopotential number by the normal gravity value computed on the
 FM0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0279.degrees latitude (g = 980.6199 gals.).
 FM0279
 FM0279.The modeled gravity was interpolated from observed gravity values.
 FM0279
 FM0279;                    North         East    Units  Estimated Accuracy
 FM0279;SPC TX N     - 1,141,480.      136,490.      MT  (+/- 180 meters Scaled)
 FM0279
 FM0279                          SUPERSEDED SURVEY CONTROL
 FM0279
 FM0279  NGVD 29 (??/??/92) 1111.004  (m)         3645.02   (f) ADJ UNCH    2 0
 FM0279
 FM0279.Superseded values are not recommended for survey control.
 FM0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0279.See file dsdata.txt to determine how the superseded data were derived.
 FM0279
 FM0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV548069(NAD 83)
 FM0279_MARKER: DB = BENCH MARK DISK
 FM0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0279_STAMPING: C 535 1935
 FM0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0279+STABILITY: SURFACE MOTION
 FM0279
 FM0279  HISTORY     - Date     Condition        Report By
 FM0279  HISTORY     - 1935     MONUMENTED       CGS
 FM0279
 FM0279                          STATION DESCRIPTION
 FM0279
 FM0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0279'5.0 MI NW FROM WILDERADO.
 FM0279'ALONG ROADS AND TRAILS BETWEEN WILDERADO AND TASCOSA.  TO REACH FROM
 FM0279'WILDERADO POST OFFICE GO 0.5 MILE NORTH ALONG GRADED ROAD, THENCE 0.1
 FM0279'MILE WEST ALONG GRADED ROAD, THENCE 0.6 MILE NORTH TO CATTLE GATE,
 FM0279'THENCE 3.8 MILES NORTHEAST ALONG TRAIL.  1.4 MILES NORTHEAST OF LARGE
 FM0279'DESERTED STONE HOUSE WHICH STANDS ON TOP OF HIGH HILL, 0.1 MILE EAST
 FM0279'OF SHALLOW DRAW.  21 FEET NORTH OF CENTERLINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1204 ***********************************************************************
 FL1204  DESIGNATION -  C 536
 FL1204  PID         -  FL1204
 FL1204  STATE/COUNTY-  TX/POTTER
 FL1204  USGS QUAD   -  PULLMAN (1973)
 FL1204
 FL1204                         *CURRENT SURVEY CONTROL
 FL1204  ___________________________________________________________________
 FL1204* NAD 83(1986)-  35 13 20.     (N)    101 39 11.     (W)     SCALED    
 FL1204* NAVD 88     -      1086.020  (meters)    3563.05   (feet)  ADJUSTED  
 FL1204  ___________________________________________________________________
 FL1204  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 FL1204  DYNAMIC HT  -        1084.728 (meters)    3558.81  (feet)  COMP
 FL1204  MODELED GRAV-     979,407.6   (mgal)                       NAVD 88
 FL1204
 FL1204  VERT ORDER  -  SECOND    CLASS 0
 FL1204
 FL1204.The horizontal coordinates were scaled from a topographic map and have
 FL1204.an estimated accuracy of +/- 6 seconds.
 FL1204
 FL1204.The orthometric height was determined by differential leveling
 FL1204.and adjusted by the National Geodetic Survey in June 1991..
 FL1204
 FL1204.The geoid height was determined by GEOID03.
 FL1204
 FL1204.The dynamic height is computed by dividing the NAVD 88
 FL1204.geopotential number by the normal gravity value computed on the
 FL1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1204.degrees latitude (g = 980.6199 gals.).
 FL1204
 FL1204.The modeled gravity was interpolated from observed gravity values.
 FL1204
 FL1204;                    North         East    Units  Estimated Accuracy
 FL1204;SPC TX N     - 1,135,600.      186,070.      MT  (+/- 180 meters Scaled)
 FL1204
 FL1204                          SUPERSEDED SURVEY CONTROL
 FL1204
 FL1204  NGVD 29 (??/??/92) 1085.510  (m)         3561.38   (f) ADJ UNCH    2 0
 FL1204
 FL1204.Superseded values are not recommended for survey control.
 FL1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1204.See file dsdata.txt to determine how the superseded data were derived.
 FL1204
 FL1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE585009(NAD 83)
 FL1204_MARKER: DB = BENCH MARK DISK
 FL1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1204_STAMPING: C-536 1935
 FL1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1204+STABILITY: SURFACE MOTION
 FL1204
 FL1204  HISTORY     - Date     Condition        Report By
 FL1204  HISTORY     - 1935     MONUMENTED       CGS
 FL1204  HISTORY     - 1954     MARK NOT FOUND   USGS
 FL1204  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1204
 FL1204                          STATION DESCRIPTION
 FL1204
 FL1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1204'3.4 MI SW FROM ST FRANCIS.
 FL1204'TO REACH BENCHMARK FROM RAILROAD DEPOT GO 1.3 MILES SOUTHWEST ALONG SF
 FL1204'RR TO MILE POST NO. 541, THENCE SOUTH ALONG GRADED ROAD 2.1 MILES.
 FL1204'BENCHMARK IS SET AT JUNCTION OF COUNTY ROAD WITH HIGHWAY NO. 67
 FL1204'APPROXIMATELY 0.1 MILE WEST OF LARGE WHITE RANCH HOUSE.  BEING 186.0
 FL1204'FEET NORTH OF CENTER-LINE OF HIGHWAY NO. 67, 34.0 FEET EAST OF
 FL1204'CENTER-LINE OF GRADED ROAD, AND 2.4 FEET EAST OF RIGHT-OF-WAY FENCE.
 FL1204
 FL1204                          STATION RECOVERY (1954)
 FL1204
 FL1204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FL1204'MARK NOT FOUND.
 FL1204
 FL1204                          STATION RECOVERY (1984)
 FL1204
 FL1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1185 ***********************************************************************
 FL1185  DESIGNATION -  C 537
 FL1185  PID         -  FL1185
 FL1185  STATE/COUNTY-  TX/CARSON
 FL1185  USGS QUAD   -  POMEROY (1953)
 FL1185
 FL1185                         *CURRENT SURVEY CONTROL
 FL1185  ___________________________________________________________________
 FL1185* NAD 83(1986)-  35 28 12.     (N)    101 30 57.     (W)     SCALED    
 FL1185* NAVD 88     -      1062.308  (meters)    3485.26   (feet)  ADJUSTED  
 FL1185  ___________________________________________________________________
 FL1185  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 FL1185  DYNAMIC HT  -        1061.072 (meters)    3481.20  (feet)  COMP
 FL1185  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 FL1185
 FL1185  VERT ORDER  -  SECOND    CLASS 0
 FL1185
 FL1185.The horizontal coordinates were scaled from a topographic map and have
 FL1185.an estimated accuracy of +/- 6 seconds.
 FL1185
 FL1185.The orthometric height was determined by differential leveling
 FL1185.and adjusted by the National Geodetic Survey in June 1991..
 FL1185
 FL1185.The geoid height was determined by GEOID03.
 FL1185
 FL1185.The dynamic height is computed by dividing the NAVD 88
 FL1185.geopotential number by the normal gravity value computed on the
 FL1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1185.degrees latitude (g = 980.6199 gals.).
 FL1185
 FL1185.The modeled gravity was interpolated from observed gravity values.
 FL1185
 FL1185;                    North         East    Units  Estimated Accuracy
 FL1185;SPC TX N     - 1,163,080.      198,560.      MT  (+/- 180 meters Scaled)
 FL1185
 FL1185                          SUPERSEDED SURVEY CONTROL
 FL1185
 FL1185  NGVD 29 (??/??/92) 1061.804  (m)         3483.60   (f) ADJ UNCH    2 0
 FL1185
 FL1185.Superseded values are not recommended for survey control.
 FL1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1185.See file dsdata.txt to determine how the superseded data were derived.
 FL1185
 FL1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE717280(NAD 83)
 FL1185_MARKER: DB = BENCH MARK DISK
 FL1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1185_STAMPING: C 537 1935
 FL1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1185+STABILITY: SURFACE MOTION
 FL1185
 FL1185  HISTORY     - Date     Condition        Report By
 FL1185  HISTORY     - 1935     MONUMENTED       CGS
 FL1185
 FL1185                          STATION DESCRIPTION
 FL1185
 FL1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1185'13.1 MI NW FROM PANHANDLE.
 FL1185'13.1 MILES NORTHWEST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE
 FL1185'PANHANDLE AND SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER.  2 MILES
 FL1185'NORTH OF POMEROY STATION, 11 RAILS SOUTH OF BRIDGE NO. 12 A, AT MILE
 FL1185'POST 12.  67 FEET WEST OF WEST RAIL, AND 3.3 FEET SOUTH OF SOUTH GATE
 FL1185'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0143 ***********************************************************************
 FM0143  DESIGNATION -  C 538
 FM0143  PID         -  FM0143
 FM0143  STATE/COUNTY-  TX/OLDHAM
 FM0143  USGS QUAD   -  BOYS RANCH EAST (1971)
 FM0143
 FM0143                         *CURRENT SURVEY CONTROL
 FM0143  ___________________________________________________________________
 FM0143* NAD 83(1986)-  35 33 16.     (N)    102 13 38.     (W)     SCALED    
 FM0143* NAVD 88     -      1043.212  (meters)    3422.60   (feet)  POSTED    
 FM0143  ___________________________________________________________________
 FM0143  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 FM0143  DYNAMIC HT  -        1042.000 (meters)    3418.63  (feet)  COMP
 FM0143  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 FM0143
 FM0143  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FM0143
 FM0143.The horizontal coordinates were scaled from a topographic map and have
 FM0143.an estimated accuracy of +/- 6 seconds.
 FM0143
 FM0143.The orthometric height was determined by differential leveling
 FM0143.and adjusted by the National Geodetic Survey in 1992..
 FM0143.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FM0143.rate of 2.1 thru 3.0 mm/km.
 FM0143
 FM0143.The geoid height was determined by GEOID03.
 FM0143
 FM0143.The dynamic height is computed by dividing the NAVD 88
 FM0143.geopotential number by the normal gravity value computed on the
 FM0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0143.degrees latitude (g = 980.6199 gals.).
 FM0143
 FM0143.The modeled gravity was interpolated from observed gravity values.
 FM0143
 FM0143;                    North         East    Units  Estimated Accuracy
 FM0143;SPC TX N     - 1,172,690.      134,070.      MT  (+/- 180 meters Scaled)
 FM0143
 FM0143                          SUPERSEDED SURVEY CONTROL
 FM0143
 FM0143  NGVD 29 (??/??/92) 1042.720  (m)         3420.99   (f) ADJ UNCH    2 0
 FM0143
 FM0143.Superseded values are not recommended for survey control.
 FM0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0143.See file dsdata.txt to determine how the superseded data were derived.
 FM0143
 FM0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV513380(NAD 83)
 FM0143_MARKER: DB = BENCH MARK DISK
 FM0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0143_STAMPING: C-538 1935
 FM0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0143+STABILITY: SURFACE MOTION
 FM0143
 FM0143  HISTORY     - Date     Condition        Report By
 FM0143  HISTORY     - 1935     MONUMENTED       CGS
 FM0143
 FM0143                          STATION DESCRIPTION
 FM0143
 FM0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0143'7.2 MI N FROM TASCOSA.
 FM0143'TO REACH BENCHMARK FROM POST-OFFICE GO 0.6 MILE NORTH ALONG GRADED
 FM0143'ROAD TO CANADIAN RIVER, CONTINUE THENCE 0.6 MILE TO CATTLE GUARD,
 FM0143'THENCE NORTHWEST 1.2 MILES TO A JUNCTION OF ROADS, THENCE NORTH 0.7
 FM0143'MILE TO CROSS ROAD, THENCE EAST 2.3 MILES, THENCE NORTH ALONG DIM
 FM0143'TRAIL 1.6 MILES.  BENCHMARK IS SET ALONG TRAIL BETWEEN TASCOSA AND
 FM0143'MIDWAY.  BEING APPROXIMATELY 1.6 MILES NORTHEAST OF RANCH BUILDINGS IN
 FM0143'GROVE OF TREES, AND 31.0 FEET SOUTH OF CENTER-LINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0196 ***********************************************************************
 FM0196  DESIGNATION -  C 539
 FM0196  PID         -  FM0196
 FM0196  STATE/COUNTY-  TX/HARTLEY
 FM0196  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0196
 FM0196                         *CURRENT SURVEY CONTROL
 FM0196  ___________________________________________________________________
 FM0196* NAD 83(1986)-  35 41 30.     (N)    102 11 33.     (W)     SCALED    
 FM0196* NAVD 88     -      1113.089  (meters)    3651.86   (feet)  ADJUSTED  
 FM0196  ___________________________________________________________________
 FM0196  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FM0196  DYNAMIC HT  -        1111.775 (meters)    3647.55  (feet)  COMP
 FM0196  MODELED GRAV-     979,414.8   (mgal)                       NAVD 88
 FM0196
 FM0196  VERT ORDER  -  SECOND    CLASS 0
 FM0196
 FM0196.The horizontal coordinates were scaled from a topographic map and have
 FM0196.an estimated accuracy of +/- 6 seconds.
 FM0196
 FM0196.The orthometric height was determined by differential leveling
 FM0196.and adjusted by the National Geodetic Survey in June 1991..
 FM0196
 FM0196.The geoid height was determined by GEOID03.
 FM0196
 FM0196.The dynamic height is computed by dividing the NAVD 88
 FM0196.geopotential number by the normal gravity value computed on the
 FM0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0196.degrees latitude (g = 980.6199 gals.).
 FM0196
 FM0196.The modeled gravity was interpolated from observed gravity values.
 FM0196
 FM0196;                    North         East    Units  Estimated Accuracy
 FM0196;SPC TX N     - 1,187,890.      137,330.      MT  (+/- 180 meters Scaled)
 FM0196
 FM0196                          SUPERSEDED SURVEY CONTROL
 FM0196
 FM0196  NGVD 29 (??/??/92) 1112.53   (m)         3650.0    (f) COMPUTED    2 0
 FM0196
 FM0196.Superseded values are not recommended for survey control.
 FM0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0196.See file dsdata.txt to determine how the superseded data were derived.
 FM0196
 FM0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV540533(NAD 83)
 FM0196_MARKER: DB = BENCH MARK DISK
 FM0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0196_SP_SET: ABUTMENT
 FM0196_STAMPING: C-539 1935
 FM0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0196
 FM0196  HISTORY     - Date     Condition        Report By
 FM0196  HISTORY     - 1935     MONUMENTED       CGS
 FM0196  HISTORY     - 1947     GOOD             NGS
 FM0196
 FM0196                          STATION DESCRIPTION
 FM0196
 FM0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0196'9.3 MI SE FROM CHANNING.
 FM0196'TO REACH BENCHMARK FROM POST-OFFICE GO 8.8 MILES SOUTHEAST ALONG
 FM0196'HIGHWAY NO. 87.  BENCHMARK IS SET IN A DRILL HOLE IN THE NORTHEAST
 FM0196'CORNER OF THE EAST ABUTMENT OF BRIDGE NO. 476 APPROXIMATELY 13.2 MILES
 FM0196'WEST OF FOUR-WAY STORE.  BEING 15.3 FEET NORTH OF CENTER-LINE OF
 FM0196'HIGHWAY, AND 0.8 FEET SOUTH OF NORTH END OF ABUTMENT.
 FM0196
 FM0196                          STATION RECOVERY (1947)
 FM0196
 FM0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 FM0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0197 ***********************************************************************
 FM0197  DESIGNATION -  C 539 RESET 1947
 FM0197  PID         -  FM0197
 FM0197  STATE/COUNTY-  TX/HARTLEY
 FM0197  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0197
 FM0197                         *CURRENT SURVEY CONTROL
 FM0197  ___________________________________________________________________
 FM0197* NAD 83(1986)-  35 41 30.     (N)    102 11 34.     (W)     SCALED    
 FM0197* NAVD 88     -      1113.19   (meters)    3652.2    (feet)  RESET     
 FM0197  ___________________________________________________________________
 FM0197  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FM0197
 FM0197  VERT ORDER  -  THIRD
 FM0197
 FM0197.The horizontal coordinates were scaled from a topographic map and have
 FM0197.an estimated accuracy of +/- 6 seconds.
 FM0197
 FM0197.The orthometric height was computed from unverified reset data.
 FM0197
 FM0197.The geoid height was determined by GEOID03.
 FM0197
 FM0197;                    North         East    Units  Estimated Accuracy
 FM0197;SPC TX N     - 1,187,890.      137,300.      MT  (+/- 180 meters Scaled)
 FM0197
 FM0197                          SUPERSEDED SURVEY CONTROL
 FM0197
 FM0197.No superseded survey control is available for this station.
 FM0197
 FM0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV540533(NAD 83)
 FM0197_MARKER: DB = BENCH MARK DISK
 FM0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0197_STAMPING: C 539 RESET 1947
 FM0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0197+STABILITY: SURFACE MOTION
 FM0197
 FM0197  HISTORY     - Date     Condition        Report By
 FM0197  HISTORY     - 1947     MONUMENTED       CGS
 FM0197
 FM0197                          STATION DESCRIPTION
 FM0197
 FM0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FM0197'8.8 MI E FROM CHANNING.
 FM0197'ABOUT 8.8 MILES EAST ALONG STATE HIGHWAY NO. 354 FROM THE POST OFFICE
 FM0197'AT CHANNING, HARTLEY COUNTY, 13.3 MILES WEST FROM THE JUNCTION OF
 FM0197'HIGHWAYS NOS. 354 AND 287, ABOUT 40 YARDS NORTHEAST OF A CONCRETE
 FM0197'BRIDGE, 10 YARDS EAST OF THE EDGE OF A LARGE WASH AND 3 FEET SOUTH
 FM0197'FROM THE NORTH RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0152 ***********************************************************************
 AW0152  DESIGNATION -  C 54
 AW0152  PID         -  AW0152
 AW0152  STATE/COUNTY-  TX/BRAZORIA
 AW0152  USGS QUAD   -  PEARLAND (1995)
 AW0152
 AW0152                         *CURRENT SURVEY CONTROL
 AW0152  ___________________________________________________________________
 AW0152* NAD 83(1986)-  29 30 05.     (N)    095 16 08.     (W)     SCALED    
 AW0152* NAVD 88     -        12.789  (meters)      41.96   (feet)  ADJUSTED  
 AW0152  ___________________________________________________________________
 AW0152  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW0152  DYNAMIC HT  -          12.771 (meters)      41.90  (feet)  COMP
 AW0152  MODELED GRAV-     979,267.5   (mgal)                       NAVD 88
 AW0152  OBS GRAVITY -     979,266.5   (mgal)                       GRAV_OBS
 AW0152
 AW0152  VERT ORDER  -  FIRST     CLASS I
 AW0152
 AW0152.The horizontal coordinates were scaled from a topographic map and have
 AW0152.an estimated accuracy of +/- 6 seconds.
 AW0152
 AW0152.The orthometric height was determined by differential leveling
 AW0152.and adjusted by the National Geodetic Survey in June 1991..
 AW0152
 AW0152.The geoid height was determined by GEOID03.
 AW0152
 AW0152.The dynamic height is computed by dividing the NAVD 88
 AW0152.geopotential number by the normal gravity value computed on the
 AW0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0152.degrees latitude (g = 980.6199 gals.).
 AW0152
 AW0152.The modeled gravity was interpolated from observed gravity values.
 AW0152.The observed gravity was obtained from relative gravimeter ties
 AW0152.to the IGSN71 gravity network.
 AW0152
 AW0152;                    North         East    Units  Estimated Accuracy
 AW0152;SPC TXSC     - 4,190,640.      961,680.      MT  (+/- 180 meters Scaled)
 AW0152
 AW0152                          SUPERSEDED SURVEY CONTROL
 AW0152
 AW0152  NGVD 29 (12/23/87)   12.785  (m)           41.95   (f) ADJUSTED    1 1
 AW0152
 AW0152.Superseded values are not recommended for survey control.
 AW0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0152.See file dsdata.txt to determine how the superseded data were derived.
 AW0152
 AW0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN800656(NAD 83)
 AW0152_MARKER: DB = BENCH MARK DISK
 AW0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0152_SP_SET: CONCRETE POST
 AW0152_STAMPING: C 54 1918 ELEV 45.76 FT
 AW0152_MARK LOGO: CGS   
 AW0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0152+STABILITY: SURFACE MOTION
 AW0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0152+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0152
 AW0152  HISTORY     - Date     Condition        Report By
 AW0152  HISTORY     - 1918     MONUMENTED       CGS
 AW0152  HISTORY     - 1973     GOOD             NGS
 AW0152  HISTORY     - 1978     GOOD             NGS
 AW0152  HISTORY     - 1978     GOOD             NGS
 AW0152  HISTORY     - 1986     GOOD             NGS
 AW0152  HISTORY     - 1987     POOR             USPSQD
 AW0152  HISTORY     - 1989     GOOD             USPSQD
 AW0152  HISTORY     - 1989     GOOD             USPSQD
 AW0152  HISTORY     - 1989     GOOD             USPSQD
 AW0152  HISTORY     - 1989     GOOD             USPSQD
 AW0152  HISTORY     - 1990     GOOD             USPSQD
 AW0152  HISTORY     - 20010728 GOOD             USPSQD
 AW0152  HISTORY     - 20051009 GOOD             USPSQD
 AW0152  HISTORY     - 20060617 POOR             LJA
 AW0152
 AW0152                          STATION DESCRIPTION
 AW0152
 AW0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0152'4.5 MI S FROM PEARLAND.
 AW0152'4.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0152'THE STATION AT PEARLAND, AT THE SOUTHWEST CROSSING OF COUNTY ROAD 128,
 AW0152'103 FEET NORTHWEST AND ACROSS THE TRACK FROM TELEPHONE POLE WITH 3 GUY
 AW0152'WIRES, 43.0 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 66.5 FEET
 AW0152'SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 31.7 FEET SOUTH OF A
 AW0152'FENCE CORNER, 3.0 FEET EAST OF A FENCE, 0.6 FOOT NORTH OF A WITNESS
 AW0152'POST, SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.8 FOOT, AND IS
 AW0152'ABOUT 5 FEET LOWER THAN THE TRACK.  ROD WAS HELD OVER THE LETTER K IN
 AW0152'MARK.
 AW0152
 AW0152                          STATION RECOVERY (1978)
 AW0152
 AW0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0152'RECOVERED IN GOOD CONDITION.
 AW0152
 AW0152                          STATION RECOVERY (1978)
 AW0152
 AW0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0152'RECOVERED IN GOOD CONDITION.
 AW0152
 AW0152                          STATION RECOVERY (1986)
 AW0152
 AW0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0152'RECOVERED IN GOOD CONDITION.
 AW0152
 AW0152                          STATION RECOVERY (1987)
 AW0152
 AW0152'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0152'MARK RECOVERED IN POOR CONDITION.
 AW0152
 AW0152                          STATION RECOVERY (1989)
 AW0152
 AW0152'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0152'RECOVERED IN GOOD CONDITION.
 AW0152
 AW0152                          STATION RECOVERY (1989)
 AW0152
 AW0152'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0152'RECOVERED IN GOOD CONDITION.
 AW0152
 AW0152                          STATION RECOVERY (1989)
 AW0152
 AW0152'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0152'RECOVERED IN GOOD CONDITION.
 AW0152
 AW0152                          STATION RECOVERY (1989)
 AW0152
 AW0152'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0152'RECOVERED IN GOOD CONDITION.
 AW0152
 AW0152                          STATION RECOVERY (1990)
 AW0152
 AW0152'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0152'RECOVERED IN GOOD CONDITION.
 AW0152
 AW0152                          STATION RECOVERY (2001)
 AW0152
 AW0152'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW0152'RECOVERED IN GOOD CONDITION.
 AW0152
 AW0152                          STATION RECOVERY (2005)
 AW0152
 AW0152'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0152'FOUND MARK AS DESCRIBED. MARK IS BELOW THE GRASS.
 AW0152
 AW0152                          STATION RECOVERY (2006)
 AW0152
 AW0152'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2006 (RHC)
 AW0152'DISTURBED - KNOCKED OVER 30 DEGREES. ROD WAS HELD OVER THE LETTER K IN
 AW0152'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1312 ***********************************************************************
 FL1312  DESIGNATION -  C 540
 FL1312  PID         -  FL1312
 FL1312  STATE/COUNTY-  TX/RANDALL
 FL1312  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1312
 FL1312                         *CURRENT SURVEY CONTROL
 FL1312  ___________________________________________________________________
 FL1312* NAD 83(1986)-  35 07 01.     (N)    101 54 32.     (W)     SCALED    
 FL1312* NAVD 88     -      1119.855  (meters)    3674.06   (feet)  ADJUSTED  
 FL1312  ___________________________________________________________________
 FL1312  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 FL1312  DYNAMIC HT  -        1118.507 (meters)    3669.64  (feet)  COMP
 FL1312  MODELED GRAV-     979,392.0   (mgal)                       NAVD 88
 FL1312
 FL1312  VERT ORDER  -  SECOND    CLASS 0
 FL1312
 FL1312.The horizontal coordinates were scaled from a topographic map and have
 FL1312.an estimated accuracy of +/- 6 seconds.
 FL1312
 FL1312.The orthometric height was determined by differential leveling
 FL1312.and adjusted by the National Geodetic Survey in June 1991..
 FL1312
 FL1312.The geoid height was determined by GEOID03.
 FL1312
 FL1312.The dynamic height is computed by dividing the NAVD 88
 FL1312.geopotential number by the normal gravity value computed on the
 FL1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1312.degrees latitude (g = 980.6199 gals.).
 FL1312
 FL1312.The modeled gravity was interpolated from observed gravity values.
 FL1312
 FL1312;                    North         East    Units  Estimated Accuracy
 FL1312;SPC TX N     - 1,123,990.      162,730.      MT  (+/- 180 meters Scaled)
 FL1312
 FL1312                          SUPERSEDED SURVEY CONTROL
 FL1312
 FL1312  NGVD 29 (??/??/92) 1119.357  (m)         3672.42   (f) ADJ UNCH    2 0
 FL1312
 FL1312.Superseded values are not recommended for survey control.
 FL1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1312.See file dsdata.txt to determine how the superseded data were derived.
 FL1312
 FL1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD348898(NAD 83)
 FL1312_MARKER: DB = BENCH MARK DISK
 FL1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1312_STAMPING: C 540 1935
 FL1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1312+STABILITY: SURFACE MOTION
 FL1312
 FL1312  HISTORY     - Date     Condition        Report By
 FL1312  HISTORY     - 1935     MONUMENTED       CGS
 FL1312  HISTORY     - 1959     MARK NOT FOUND   NGS
 FL1312  HISTORY     - 1984     GOOD             NGS
 FL1312
 FL1312                          STATION DESCRIPTION
 FL1312
 FL1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FL1312'3.8 MI SW FROM ZITA.
 FL1312'3.8 MILES SOUTHWEST OF ZITA, RANDALL COUNTY, 0.8 MILE SOUTH OF THE
 FL1312'PANHANDLE AND SANTA FE RAILWAY, 1.4 MILES WEST ALONG A GRADED ROAD TO
 FL1312'A ROAD JUNCTION, JOG 0.1 MILE SOUTH, 1.5 MILES WEST TO THE JUNCTION OF
 FL1312'U. S. HIGHWAY 87, 350 FEET SOUTHWEST OF THE HOLLYWOOD SERVICE STATION,
 FL1312'126 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 78 FEET EAST OF A
 FL1312'FENCE CORNER, 31.5 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 FL1312'GRADED ROAD, AND 1.5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND
 FL1312'SET IN THE TOP OF A CONCRETE POST.
 FL1312
 FL1312                          STATION RECOVERY (1984)
 FL1312
 FL1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0758 ***********************************************************************
 FL0758  DESIGNATION -  C 542
 FL0758  PID         -  FL0758
 FL0758  STATE/COUNTY-  TX/CARSON
 FL0758  USGS QUAD   -  SKELLYTOWN NW (1971)
 FL0758
 FL0758                         *CURRENT SURVEY CONTROL
 FL0758  ___________________________________________________________________
 FL0758* NAD 83(1986)-  35 37 44.     (N)    101 11 04.     (W)     SCALED    
 FL0758* NAVD 88     -       935.463  (meters)    3069.10   (feet)  ADJUSTED  
 FL0758  ___________________________________________________________________
 FL0758  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 FL0758  DYNAMIC HT  -         934.415 (meters)    3065.66  (feet)  COMP
 FL0758  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 FL0758
 FL0758  VERT ORDER  -  SECOND    CLASS 0
 FL0758
 FL0758.The horizontal coordinates were scaled from a topographic map and have
 FL0758.an estimated accuracy of +/- 6 seconds.
 FL0758
 FL0758.The orthometric height was determined by differential leveling
 FL0758.and adjusted by the National Geodetic Survey in June 1991..
 FL0758
 FL0758.The geoid height was determined by GEOID03.
 FL0758
 FL0758.The dynamic height is computed by dividing the NAVD 88
 FL0758.geopotential number by the normal gravity value computed on the
 FL0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0758.degrees latitude (g = 980.6199 gals.).
 FL0758
 FL0758.The modeled gravity was interpolated from observed gravity values.
 FL0758
 FL0758;                    North         East    Units  Estimated Accuracy
 FL0758;SPC TX N     - 1,180,750.      228,580.      MT  (+/- 180 meters Scaled)
 FL0758
 FL0758                          SUPERSEDED SURVEY CONTROL
 FL0758
 FL0758  NGVD 29 (??/??/92)  935.038  (m)         3067.70   (f) ADJ UNCH    2 0
 FL0758
 FL0758.Superseded values are not recommended for survey control.
 FL0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0758.See file dsdata.txt to determine how the superseded data were derived.
 FL0758
 FL0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE021449(NAD 83)
 FL0758_MARKER: DB = BENCH MARK DISK
 FL0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0758_STAMPING: C 542 1935
 FL0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0758+STABILITY: SURFACE MOTION
 FL0758
 FL0758  HISTORY     - Date     Condition        Report By
 FL0758  HISTORY     - 1935     MONUMENTED       CGS
 FL0758
 FL0758                          STATION DESCRIPTION
 FL0758
 FL0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0758'0.8 MI W FROM SKELLYTOWN.
 FL0758'0.8 MILE WEST AND 3.6 MILES NORTH ALONG GRADED ROADS FROM THE
 FL0758'PANHANDLE AND SANTA FE RAILWAY STATION AT SKELLYTOWN, 4.3 MILES
 FL0758'NORTHWEST OF THE CROSSING OF THE RAILROAD, 0.2 MILE SOUTHEAST OF A
 FL0758'WINDMILL, OUTSIDE OF A CURVE, 75.9 FEET EAST OF THE CENTERLINE OF THE
 FL0758'ROAD, AND 13.8 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FL0758'STAMPED C 542 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0566 ***********************************************************************
 FL0566  DESIGNATION -  C 543
 FL0566  PID         -  FL0566
 FL0566  STATE/COUNTY-  TX/ROBERTS
 FL0566  USGS QUAD   -  PAMPA NE (1972)
 FL0566
 FL0566                         *CURRENT SURVEY CONTROL
 FL0566  ___________________________________________________________________
 FL0566* NAD 83(1986)-  35 40 44.     (N)    100 46 36.     (W)     SCALED    
 FL0566* NAVD 88     -       942.123  (meters)    3090.95   (feet)  ADJUSTED  
 FL0566  ___________________________________________________________________
 FL0566  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 FL0566  DYNAMIC HT  -         941.079 (meters)    3087.52  (feet)  COMP
 FL0566  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 FL0566
 FL0566  VERT ORDER  -  SECOND    CLASS 0
 FL0566
 FL0566.The horizontal coordinates were scaled from a topographic map and have
 FL0566.an estimated accuracy of +/- 6 seconds.
 FL0566
 FL0566.The orthometric height was determined by differential leveling
 FL0566.and adjusted by the National Geodetic Survey in June 1991..
 FL0566
 FL0566.The geoid height was determined by GEOID03.
 FL0566
 FL0566.The dynamic height is computed by dividing the NAVD 88
 FL0566.geopotential number by the normal gravity value computed on the
 FL0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0566.degrees latitude (g = 980.6199 gals.).
 FL0566
 FL0566.The modeled gravity was interpolated from observed gravity values.
 FL0566
 FL0566;                    North         East    Units  Estimated Accuracy
 FL0566;SPC TX N     - 1,186,490.      265,480.      MT  (+/- 180 meters Scaled)
 FL0566
 FL0566                          SUPERSEDED SURVEY CONTROL
 FL0566
 FL0566  NGVD 29 (??/??/92)  941.710  (m)         3089.59   (f) ADJ UNCH    2 0
 FL0566
 FL0566.Superseded values are not recommended for survey control.
 FL0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0566.See file dsdata.txt to determine how the superseded data were derived.
 FL0566
 FL0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE392497(NAD 83)
 FL0566_MARKER: DB = BENCH MARK DISK
 FL0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0566_STAMPING: C 543 1935
 FL0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0566+STABILITY: SURFACE MOTION
 FL0566
 FL0566  HISTORY     - Date     Condition        Report By
 FL0566  HISTORY     - 1935     MONUMENTED       CGS
 FL0566  HISTORY     - 1972     GOOD             USGS
 FL0566
 FL0566                          STATION DESCRIPTION
 FL0566
 FL0566'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0566'11.1 MI NE FROM HOOVER.
 FL0566'LN ROBERTS COUNTY, 11.1 MI.  NE OF HOOVER, GRAY COUNTY.  THIS BENCH
 FL0566'MARK IS AT THE JCT.  OF FARM ROADS 282 AND 2699, 67 FT.  S. OF THE
 FL0566'CENTERLINE OF FR 282, 24 FT.  S. OF THE R.O.W. FENCE, 28 FT.  W. OF
 FL0566'THE N-S FENCE.  A STANDARD DISK STAMPED C 543 1935 AND SET IN THE TOP
 FL0566'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0589 ***********************************************************************
 FL0589  DESIGNATION -  C 544
 FL0589  PID         -  FL0589
 FL0589  STATE/COUNTY-  TX/HEMPHILL
 FL0589  USGS QUAD   -  EAST DRY CREEK (1972)
 FL0589
 FL0589                         *CURRENT SURVEY CONTROL
 FL0589  ___________________________________________________________________
 FL0589* NAD 83(1986)-  35 56 48.     (N)    100 30 32.     (W)     SCALED    
 FL0589* NAVD 88     -       724.134  (meters)    2375.76   (feet)  ADJUSTED  
 FL0589  ___________________________________________________________________
 FL0589  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 FL0589  DYNAMIC HT  -         723.364 (meters)    2373.24  (feet)  COMP
 FL0589  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 FL0589
 FL0589  VERT ORDER  -  SECOND    CLASS 0
 FL0589
 FL0589.The horizontal coordinates were scaled from a topographic map and have
 FL0589.an estimated accuracy of +/- 6 seconds.
 FL0589
 FL0589.The orthometric height was determined by differential leveling
 FL0589.and adjusted by the National Geodetic Survey in June 1991..
 FL0589
 FL0589.The geoid height was determined by GEOID03.
 FL0589
 FL0589.The dynamic height is computed by dividing the NAVD 88
 FL0589.geopotential number by the normal gravity value computed on the
 FL0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0589.degrees latitude (g = 980.6199 gals.).
 FL0589
 FL0589.The modeled gravity was interpolated from observed gravity values.
 FL0589
 FL0589;                    North         East    Units  Estimated Accuracy
 FL0589;SPC TX N     - 1,216,410.      289,420.      MT  (+/- 180 meters Scaled)
 FL0589
 FL0589                          SUPERSEDED SURVEY CONTROL
 FL0589
 FL0589  NGVD 29 (??/??/92)  723.792  (m)         2374.64   (f) ADJ UNCH    2 0
 FL0589
 FL0589.Superseded values are not recommended for survey control.
 FL0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0589.See file dsdata.txt to determine how the superseded data were derived.
 FL0589
 FL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE639790(NAD 83)
 FL0589_MARKER: DB = BENCH MARK DISK
 FL0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0589_STAMPING: C 544 1935
 FL0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0589+STABILITY: SURFACE MOTION
 FL0589
 FL0589  HISTORY     - Date     Condition        Report By
 FL0589  HISTORY     - 1935     MONUMENTED       CGS
 FL0589  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 FL0589
 FL0589                          STATION DESCRIPTION
 FL0589
 FL0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0589'8.1 MI W FROM CANADIAN.
 FL0589'8.1 MILES WEST ALONG A GRADED ROAD FROM THE POST OFFICE AT CANADIAN,
 FL0589'0.5 MILE SOUTH OF CANADIAN RIVER, ON THE SLOPE OF A HILL, 350 FEET
 FL0589'SOUTH OF A CATTLE-FEEDING RACK, 72.4 FEET NORTH OF THE CENTERLINE OF
 FL0589'THE ROAD, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED C
 FL0589'544 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0589
 FL0589                          STATION RECOVERY (1972)
 FL0589
 FL0589'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 FL0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0966 ***********************************************************************
 FL0966  DESIGNATION -  C 545
 FL0966  PID         -  FL0966
 FL0966  STATE/COUNTY-  TX/GRAY
 FL0966  USGS QUAD   -  GRANDVIEW SCHOOL (1966)
 FL0966
 FL0966                         *CURRENT SURVEY CONTROL
 FL0966  ___________________________________________________________________
 FL0966* NAD 83(1986)-  35 20 34.     (N)    101 00 33.     (W)     SCALED    
 FL0966* NAVD 88     -       991.191  (meters)    3251.93   (feet)  ADJUSTED  
 FL0966  ___________________________________________________________________
 FL0966  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 FL0966  DYNAMIC HT  -         990.079 (meters)    3248.28  (feet)  COMP
 FL0966  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 FL0966
 FL0966  VERT ORDER  -  SECOND    CLASS 0
 FL0966
 FL0966.The horizontal coordinates were scaled from a topographic map and have
 FL0966.an estimated accuracy of +/- 6 seconds.
 FL0966
 FL0966.The orthometric height was determined by differential leveling
 FL0966.and adjusted by the National Geodetic Survey in June 1991..
 FL0966
 FL0966.The geoid height was determined by GEOID03.
 FL0966
 FL0966.The dynamic height is computed by dividing the NAVD 88
 FL0966.geopotential number by the normal gravity value computed on the
 FL0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0966.degrees latitude (g = 980.6199 gals.).
 FL0966
 FL0966.The modeled gravity was interpolated from observed gravity values.
 FL0966
 FL0966;                    North         East    Units  Estimated Accuracy
 FL0966;SPC TX N     - 1,149,070.      244,620.      MT  (+/- 180 meters Scaled)
 FL0966
 FL0966                          SUPERSEDED SURVEY CONTROL
 FL0966
 FL0966  NGVD 29 (??/??/92)  990.79   (m)         3250.6    (f) COMPUTED    2 0
 FL0966
 FL0966.Superseded values are not recommended for survey control.
 FL0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0966.See file dsdata.txt to determine how the superseded data were derived.
 FL0966
 FL0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE174129(NAD 83)
 FL0966_MARKER: DB = BENCH MARK DISK
 FL0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0966_STAMPING: C 545 1935
 FL0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0966+STABILITY: SURFACE MOTION
 FL0966
 FL0966  HISTORY     - Date     Condition        Report By
 FL0966  HISTORY     - 1935     MONUMENTED       CGS
 FL0966
 FL0966                          STATION DESCRIPTION
 FL0966
 FL0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0966'10.8 MI N FROM BOYDSTON.
 FL0966'10.8 MILES NORTH ALONG A GRADED ROAD FROM THE CHICAGO, ROCK ISLAND AND
 FL0966'PACIFIC RAILWAY STATION AT BOYDSTON, GRAY COUNTY, 2.3 MILES NORTH OF
 FL0966'THE GRAND VIEW SCHOOL, AT A ROAD INTERSECTION, 49.3 FEET NORTHWEST OF
 FL0966'THE CENTER OF THE INTERSECTION, 37.1 FEET NORTH OF THE CETNERLINE OF
 FL0966'THE EAST-AND-WEST ROAD, AND 33.5 FEET WEST OF THE CENTERLINE OF THE
 FL0966'NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED C 545 1935 AND SET IN
 FL0966'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0074 ***********************************************************************
 FL0074  DESIGNATION -  C 546 RESET 1958
 FL0074  PID         -  FL0074
 FL0074  STATE/COUNTY-  TX/HEMPHILL
 FL0074  USGS QUAD   -  MENDOTA (1967)
 FL0074
 FL0074                         *CURRENT SURVEY CONTROL
 FL0074  ___________________________________________________________________
 FL0074* NAD 83(1986)-  35 45 47.     (N)    100 29 43.     (W)     SCALED    
 FL0074* NAVD 88     -       805.57   (meters)    2642.9    (feet)  RESET     
 FL0074  ___________________________________________________________________
 FL0074  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FL0074
 FL0074  VERT ORDER  -  THIRD
 FL0074
 FL0074.The horizontal coordinates were scaled from a topographic map and have
 FL0074.an estimated accuracy of +/- 6 seconds.
 FL0074
 FL0074.The orthometric height was computed from unverified reset data.
 FL0074
 FL0074.The geoid height was determined by GEOID03.
 FL0074
 FL0074;                    North         East    Units  Estimated Accuracy
 FL0074;SPC TX N     - 1,196,050.      290,850.      MT  (+/- 180 meters Scaled)
 FL0074
 FL0074                          SUPERSEDED SURVEY CONTROL
 FL0074
 FL0074.No superseded survey control is available for this station.
 FL0074
 FL0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE648586(NAD 83)
 FL0074_MARKER: DB = BENCH MARK DISK
 FL0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0074_STAMPING: C 546 RESET 1958
 FL0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0074+STABILITY: SURFACE MOTION
 FL0074
 FL0074  HISTORY     - Date     Condition        Report By
 FL0074  HISTORY     - 1958     MONUMENTED       CGS
 FL0074
 FL0074                          STATION DESCRIPTION
 FL0074
 FL0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL0074'9.8 MI NE FROM MIAMI.
 FL0074'IN HEMPHILL COUNTY, 9.8 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 60 FROM
 FL0074'THE POST OFFICE IN MIAMI, ROBERTS COUNTY, ABOUT 2.8 MILES NORTHEAST OF
 FL0074'THE COUNTY LINE, ALONG THE SOUTH SLOPE OF THE HILLS AND ABOUT 150
 FL0074'YARDS WEST OF A WELL AND TANK IN THE DRAW.  IT IS ABOUT 1 FOOT SOUTH
 FL0074'EAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE AND ABOUT 5 FEET LOWER THAN
 FL0074'THE HIGHWAY.  A STANDARD DISK STAMPED C 546 RESET 1958 IN A CONCRETE
 FL0074'POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0086 ***********************************************************************
 FL0086  DESIGNATION -  C 547
 FL0086  PID         -  FL0086
 FL0086  STATE/COUNTY-  TX/HEMPHILL
 FL0086  USGS QUAD   -  MOBEETIE (1963)
 FL0086
 FL0086                         *CURRENT SURVEY CONTROL
 FL0086  ___________________________________________________________________
 FL0086* NAD 83(1986)-  35 37 09.     (N)    100 28 07.     (W)     SCALED    
 FL0086* NAVD 88     -       863.480  (meters)    2832.93   (feet)  ADJUSTED  
 FL0086  ___________________________________________________________________
 FL0086  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 FL0086  DYNAMIC HT  -         862.533 (meters)    2829.83  (feet)  COMP
 FL0086  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 FL0086
 FL0086  VERT ORDER  -  SECOND    CLASS 0
 FL0086
 FL0086.The horizontal coordinates were scaled from a topographic map and have
 FL0086.an estimated accuracy of +/- 6 seconds.
 FL0086
 FL0086.The orthometric height was determined by differential leveling
 FL0086.and adjusted by the National Geodetic Survey in June 1991..
 FL0086
 FL0086.The geoid height was determined by GEOID03.
 FL0086
 FL0086.The dynamic height is computed by dividing the NAVD 88
 FL0086.geopotential number by the normal gravity value computed on the
 FL0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0086.degrees latitude (g = 980.6199 gals.).
 FL0086
 FL0086.The modeled gravity was interpolated from observed gravity values.
 FL0086
 FL0086;                    North         East    Units  Estimated Accuracy
 FL0086;SPC TX N     - 1,180,110.      293,430.      MT  (+/- 180 meters Scaled)
 FL0086
 FL0086                          SUPERSEDED SURVEY CONTROL
 FL0086
 FL0086  NGVD 29 (??/??/92)  863.116  (m)         2831.74   (f) ADJ UNCH    2 0
 FL0086
 FL0086.Superseded values are not recommended for survey control.
 FL0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0086.See file dsdata.txt to determine how the superseded data were derived.
 FL0086
 FL0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE669427(NAD 83)
 FL0086_MARKER: DB = BENCH MARK DISK
 FL0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0086_STAMPING: C 547 1935
 FL0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0086+STABILITY: SURFACE MOTION
 FL0086
 FL0086  HISTORY     - Date     Condition        Report By
 FL0086  HISTORY     - 1935     MONUMENTED       CGS
 FL0086  HISTORY     - 1966     GOOD             USGS
 FL0086
 FL0086                          STATION DESCRIPTION
 FL0086
 FL0086'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FL0086'13.6 MI SE FROM MIAMI.
 FL0086'IN WHEELER COUNTY, 4.8 MI. S. THENCE 8.8 MI. E., ALONG FARM - MARKET
 FL0086'ROADS 748 AND 1268, FROM THE POST OFFICE AT MIAMI, 1.0 MI. NW ALONG US
 FL0086'HWY 83, THENCE 6.4 MI. W. ALONG FARM - MARKET 1268, THENCE 1.0 MI. S.
 FL0086'ON A GRADED ROAD FROM GAGEBY, WHEELER CO., 61.6 FT. SW FROM A ROAD
 FL0086'INTERSECTION, 56.2 W. OF N-S ROAD AND 28.1 FT. S. OF THE E - W ROAD,
 FL0086'1.6 FT SOUTH OF THE RIGHT OF WAY FENCE, A STANDARD DISK STAMPED C 547
 FL0086'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0673 ***********************************************************************
 FL0673  DESIGNATION -  C 548
 FL0673  PID         -  FL0673
 FL0673  STATE/COUNTY-  TX/GRAY
 FL0673  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL0673
 FL0673                         *CURRENT SURVEY CONTROL
 FL0673  ___________________________________________________________________
 FL0673* NAD 83(1986)-  35 31 45.     (N)    100 36 45.     (W)     SCALED    
 FL0673* NAVD 88     -       913.057  (meters)    2995.59   (feet)  ADJUSTED  
 FL0673  ___________________________________________________________________
 FL0673  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL0673  DYNAMIC HT  -         912.065 (meters)    2992.33  (feet)  COMP
 FL0673  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 FL0673
 FL0673  VERT ORDER  -  SECOND    CLASS 0
 FL0673
 FL0673.The horizontal coordinates were scaled from a topographic map and have
 FL0673.an estimated accuracy of +/- 6 seconds.
 FL0673
 FL0673.The orthometric height was determined by differential leveling
 FL0673.and adjusted by the National Geodetic Survey in June 1991..
 FL0673.WARNING-Repeat measurements at this control monument indicate possible
 FL0673.vertical movement.
 FL0673
 FL0673.The geoid height was determined by GEOID03.
 FL0673
 FL0673.The dynamic height is computed by dividing the NAVD 88
 FL0673.geopotential number by the normal gravity value computed on the
 FL0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0673.degrees latitude (g = 980.6199 gals.).
 FL0673
 FL0673.The modeled gravity was interpolated from observed gravity values.
 FL0673
 FL0673;                    North         East    Units  Estimated Accuracy
 FL0673;SPC TX N     - 1,170,000.      280,490.      MT  (+/- 180 meters Scaled)
 FL0673
 FL0673                          SUPERSEDED SURVEY CONTROL
 FL0673
 FL0673  NGVD 29 (??/??/92)  912.694  (m)         2994.40   (f) ADJ UNCH    2 0
 FL0673
 FL0673.Superseded values are not recommended for survey control.
 FL0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0673.See file dsdata.txt to determine how the superseded data were derived.
 FL0673
 FL0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE538329(NAD 83)
 FL0673_MARKER: DB = BENCH MARK DISK
 FL0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0673_STAMPING: C-548 1935
 FL0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0673+STABILITY: SURFACE MOTION
 FL0673
 FL0673  HISTORY     - Date     Condition        Report By
 FL0673  HISTORY     - 1935     MONUMENTED       CGS
 FL0673  HISTORY     - 1943     GOOD             NGS
 FL0673
 FL0673                          STATION DESCRIPTION
 FL0673
 FL0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0673'1.5 MI E FROM LAKETON.
 FL0673'ALONG AT AND SF RAILROAD BETWEEN LAKETON AND GAGEBY.  ON SMALL SNAD
 FL0673'HILL OPPOSITE MILE POST NO. 20.  4 1/2 RAIL LENGTHS NORTH OF CULVERT
 FL0673'NO. 20A.  121.6 FEET SOUTH OF MILE POST NO. 20.  47.4 FEET WEST OF
 FL0673'WEST RAIL.   51.8 FEET EAST OF RIGHT-OF-WAY FENCE.
 FL0673
 FL0673                          STATION RECOVERY (1943)
 FL0673
 FL0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0595 ***********************************************************************
 FL0595  DESIGNATION -  C 549
 FL0595  PID         -  FL0595
 FL0595  STATE/COUNTY-  TX/ROBERTS
 FL0595  USGS QUAD   -  MIAMI (1972)
 FL0595
 FL0595                         *CURRENT SURVEY CONTROL
 FL0595  ___________________________________________________________________
 FL0595* NAD 83(1986)-  35 39 01.     (N)    100 44 29.     (W)     SCALED    
 FL0595* NAVD 88     -       895.705  (meters)    2938.66   (feet)  ADJUSTED  
 FL0595  ___________________________________________________________________
 FL0595  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 FL0595  DYNAMIC HT  -         894.715 (meters)    2935.41  (feet)  COMP
 FL0595  MODELED GRAV-     979,498.7   (mgal)                       NAVD 88
 FL0595
 FL0595  VERT ORDER  -  SECOND    CLASS 0
 FL0595
 FL0595.The horizontal coordinates were scaled from a topographic map and have
 FL0595.an estimated accuracy of +/- 6 seconds.
 FL0595
 FL0595.The orthometric height was determined by differential leveling
 FL0595.and adjusted by the National Geodetic Survey in June 1991..
 FL0595
 FL0595.The geoid height was determined by GEOID03.
 FL0595
 FL0595.The dynamic height is computed by dividing the NAVD 88
 FL0595.geopotential number by the normal gravity value computed on the
 FL0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0595.degrees latitude (g = 980.6199 gals.).
 FL0595
 FL0595.The modeled gravity was interpolated from observed gravity values.
 FL0595
 FL0595;                    North         East    Units  Estimated Accuracy
 FL0595;SPC TX N     - 1,183,340.      268,690.      MT  (+/- 180 meters Scaled)
 FL0595
 FL0595                          SUPERSEDED SURVEY CONTROL
 FL0595
 FL0595  NGVD 29 (??/??/92)  895.297  (m)         2937.32   (f) ADJ UNCH    2 0
 FL0595
 FL0595.Superseded values are not recommended for survey control.
 FL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0595.See file dsdata.txt to determine how the superseded data were derived.
 FL0595
 FL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE423465(NAD 83)
 FL0595_MARKER: DB = BENCH MARK DISK
 FL0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0595_STAMPING: C 549 1935
 FL0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0595+STABILITY: SURFACE MOTION
 FL0595
 FL0595  HISTORY     - Date     Condition        Report By
 FL0595  HISTORY     - 1935     MONUMENTED       CGS
 FL0595
 FL0595                          STATION DESCRIPTION
 FL0595
 FL0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0595'0.5 MI W FROM CODMAN.
 FL0595'0.5 MILE WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE GRAIN
 FL0595'ELEVATOR AT CODMAN, THENCE 0.6 MILE NORTH ALONG A TRAIL AND A GRADED
 FL0595'ROAD.  56.5 FEET NORTH OF A FENCE CROSSING THE ROAD, 24 FEET WEST OF
 FL0595'THE CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF THE FENCE LEADING WEST,
 FL0595'AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C
 FL0595'549 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0241 ***********************************************************************
 FL0241  DESIGNATION -  C 550
 FL0241  PID         -  FL0241
 FL0241  STATE/COUNTY-  TX/WHEELER
 FL0241  USGS QUAD   -  SPRING CREEK (1962)
 FL0241
 FL0241                         *CURRENT SURVEY CONTROL
 FL0241  ___________________________________________________________________
 FL0241* NAD 83(1986)-  35 23 01.     (N)    100 22 59.     (W)     SCALED    
 FL0241* NAVD 88     -       712.130  (meters)    2336.38   (feet)  ADJUSTED  
 FL0241  ___________________________________________________________________
 FL0241  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0241  DYNAMIC HT  -         711.378 (meters)    2333.91  (feet)  COMP
 FL0241  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 FL0241
 FL0241  VERT ORDER  -  SECOND    CLASS 0
 FL0241
 FL0241.The horizontal coordinates were scaled from a topographic map and have
 FL0241.an estimated accuracy of +/- 6 seconds.
 FL0241
 FL0241.The orthometric height was determined by differential leveling
 FL0241.and adjusted by the National Geodetic Survey in June 1991..
 FL0241
 FL0241.The geoid height was determined by GEOID03.
 FL0241
 FL0241.The dynamic height is computed by dividing the NAVD 88
 FL0241.geopotential number by the normal gravity value computed on the
 FL0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0241.degrees latitude (g = 980.6199 gals.).
 FL0241
 FL0241.The modeled gravity was interpolated from observed gravity values.
 FL0241
 FL0241;                    North         East    Units  Estimated Accuracy
 FL0241;SPC TX N     - 1,154,070.      301,470.      MT  (+/- 180 meters Scaled)
 FL0241
 FL0241                          SUPERSEDED SURVEY CONTROL
 FL0241
 FL0241  NGVD 29 (??/??/92)  711.800  (m)         2335.30   (f) ADJ UNCH    2 0
 FL0241
 FL0241.Superseded values are not recommended for survey control.
 FL0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0241.See file dsdata.txt to determine how the superseded data were derived.
 FL0241
 FL0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE743164(NAD 83)
 FL0241_MARKER: DB = BENCH MARK DISK
 FL0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0241_STAMPING: C 550 1935
 FL0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0241+STABILITY: SURFACE MOTION
 FL0241
 FL0241  HISTORY     - Date     Condition        Report By
 FL0241  HISTORY     - 1935     MONUMENTED       CGS
 FL0241
 FL0241                          STATION DESCRIPTION
 FL0241
 FL0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0241'1.7 MI N FROM MAGIC CITY.
 FL0241'1.7 MILES NORTH OF POST OFFICE BY ROAD.  ALONG GRADED ROAD BETWEEN
 FL0241'MAGIC CITY AND WHEELER, ON SAND HILL BETWEEN FENCE AND POWER POLE.
 FL0241'ABOUT 0.1 MILE SOUTH OF BRIDGE, 30.5 FEET EAST OF CENTERLINE OF ROAD,
 FL0241'10.4 FEET WEST OF RIGHT OF WAY FENCE, 9.4 FEET EAST OF POWER POLE, AND
 FL0241'1.4 MILES NORTH OF RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0989 ***********************************************************************
 FL0989  DESIGNATION -  C 553
 FL0989  PID         -  FL0989
 FL0989  STATE/COUNTY-  TX/CARSON
 FL0989  USGS QUAD   -  WHITE DEER (1965)
 FL0989
 FL0989                         *CURRENT SURVEY CONTROL
 FL0989  ___________________________________________________________________
 FL0989* NAD 83(1986)-  35 24 52.     (N)    101 13 10.     (W)     SCALED    
 FL0989* NAVD 88     -      1028.743  (meters)    3375.13   (feet)  ADJUSTED  
 FL0989  ___________________________________________________________________
 FL0989  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL0989  DYNAMIC HT  -        1027.566 (meters)    3371.27  (feet)  COMP
 FL0989  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 FL0989
 FL0989  VERT ORDER  -  SECOND    CLASS 0
 FL0989
 FL0989.The horizontal coordinates were scaled from a topographic map and have
 FL0989.an estimated accuracy of +/- 6 seconds.
 FL0989
 FL0989.The orthometric height was determined by differential leveling
 FL0989.and adjusted by the National Geodetic Survey in June 1991..
 FL0989
 FL0989.The geoid height was determined by GEOID03.
 FL0989
 FL0989.The dynamic height is computed by dividing the NAVD 88
 FL0989.geopotential number by the normal gravity value computed on the
 FL0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0989.degrees latitude (g = 980.6199 gals.).
 FL0989
 FL0989.The modeled gravity was interpolated from observed gravity values.
 FL0989
 FL0989;                    North         East    Units  Estimated Accuracy
 FL0989;SPC TX N     - 1,156,950.      225,480.      MT  (+/- 180 meters Scaled)
 FL0989
 FL0989                          SUPERSEDED SURVEY CONTROL
 FL0989
 FL0989  NGVD 29 (??/??/92) 1028.29   (m)         3373.6    (f) COMPUTED    2 0
 FL0989
 FL0989.Superseded values are not recommended for survey control.
 FL0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0989.See file dsdata.txt to determine how the superseded data were derived.
 FL0989
 FL0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE984212(NAD 83)
 FL0989_MARKER: DB = BENCH MARK DISK
 FL0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0989_STAMPING: C 553 1935
 FL0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0989+STABILITY: SURFACE MOTION
 FL0989
 FL0989  HISTORY     - Date     Condition        Report By
 FL0989  HISTORY     - 1935     MONUMENTED       CGS
 FL0989
 FL0989                          STATION DESCRIPTION
 FL0989
 FL0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0989'2.5 MI SW FROM WHITE DEER.
 FL0989'2.5 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0989'STATION AT WHITE DEER, CARSON COUNTY, 0.5 MILE SOUTHWEST OF MILEPOST
 FL0989'515, NEAR TWO SIGNAL TOWERS, 82.5 FEET SOUTHEAST OF THE SOUTHEAST
 FL0989'CORNER OF SIGNAL TOWER 5152, 67.4 FEET SOUTH OF THE SOUTH RAIL OF THE
 FL0989'EAST-BOUND TRACK, AND 32.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 FL0989'STANDARD DISK, STAMPED C 553 1935 AND SET IN THE TOP OF A CONCRETE
 FL0989'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0717 ***********************************************************************
 BY0717  DESIGNATION -  C 556
 BY0717  PID         -  BY0717
 BY0717  STATE/COUNTY-  TX/ANGELINA
 BY0717  USGS QUAD   -  KELTYS (1980)
 BY0717
 BY0717                         *CURRENT SURVEY CONTROL
 BY0717  ___________________________________________________________________
 BY0717* NAD 83(1986)-  31 19 09.     (N)    094 51 38.     (W)     SCALED    
 BY0717* NAVD 88     -        78.42   (+/-2cm)     257.3    (feet)  VERTCON   
 BY0717  ___________________________________________________________________
 BY0717  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BY0717
 BY0717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0717
 BY0717.The horizontal coordinates were scaled from a topographic map and have
 BY0717.an estimated accuracy of +/- 6 seconds.
 BY0717
 BY0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0717.The vertical order pertains to the NGVD 29 superseded value.
 BY0717
 BY0717.The geoid height was determined by GEOID03.
 BY0717
 BY0717;                    North         East    Units  Estimated Accuracy
 BY0717;SPC TX C     - 3,196,000.    1,220,660.      MT  (+/- 180 meters Scaled)
 BY0717
 BY0717                          SUPERSEDED SURVEY CONTROL
 BY0717
 BY0717  NGVD 29 (??/??/92)   78.467  (m)          257.44   (f) ADJ UNCH    2 0
 BY0717
 BY0717.Superseded values are not recommended for survey control.
 BY0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0717.See file dsdata.txt to determine how the superseded data were derived.
 BY0717
 BY0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ229664(NAD 83)
 BY0717_MARKER: DB = BENCH MARK DISK
 BY0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0717_STAMPING: C 556 1947
 BY0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0717+STABILITY: SURFACE MOTION
 BY0717
 BY0717  HISTORY     - Date     Condition        Report By
 BY0717  HISTORY     - 1947     MONUMENTED       CGS
 BY0717  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0717
 BY0717                          STATION DESCRIPTION
 BY0717
 BY0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0717'9.5 MI W FROM LUFKIN.
 BY0717'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0717'THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE SOUTHWEST 7.4
 BY0717'MILES ALONG STATE HIGHWAY NO.94, THENCE NORTH 0.8 MILE ALONG A GRADED
 BY0717'DIRT ROAD, THENCE NORTHWEST 0.9 MILE ALONG A GRADED DIRT ROAD, 55.4
 BY0717'FEET SOUTH-SOUTHEAST OF AND ACROSS THE ROAD FROM A POWER POLE, 32.5
 BY0717'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8.0 FEET SOUTH OF A FENCE
 BY0717'CORNER, 5.4 FEET WEST OF A 16-INCH OAK TREE, 1.0 FOOT SOUTH OF A 4 X 4
 BY0717'IN. WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0717'ABOUT 0.1 FOOT ABOVE THE GROUND.
 BY0717
 BY0717                          STATION RECOVERY (1998)
 BY0717
 BY0717'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0718 ***********************************************************************
 BY0718  DESIGNATION -  C 556 RESET 1974
 BY0718  PID         -  BY0718
 BY0718  STATE/COUNTY-  TX/ANGELINA
 BY0718  USGS QUAD   -  KELTYS (1980)
 BY0718
 BY0718                         *CURRENT SURVEY CONTROL
 BY0718  ___________________________________________________________________
 BY0718* NAD 83(1986)-  31 19 09.     (N)    094 51 39.     (W)     SCALED    
 BY0718* NAVD 88     -        78.77   (+/-2cm)     258.4    (feet)  VERTCON   
 BY0718  ___________________________________________________________________
 BY0718  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BY0718
 BY0718  VERT ORDER  -  THIRD (See Below)
 BY0718
 BY0718.The horizontal coordinates were scaled from a topographic map and have
 BY0718.an estimated accuracy of +/- 6 seconds.
 BY0718
 BY0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0718.The vertical order pertains to the NGVD 29 superseded value.
 BY0718
 BY0718.The geoid height was determined by GEOID03.
 BY0718
 BY0718;                    North         East    Units  Estimated Accuracy
 BY0718;SPC TX C     - 3,196,000.    1,220,640.      MT  (+/- 180 meters Scaled)
 BY0718
 BY0718                          SUPERSEDED SURVEY CONTROL
 BY0718
 BY0718  NGVD 29 (01/29/03)   78.81   (m)          258.6    (f) RESET       3  
 BY0718
 BY0718.Superseded values are not recommended for survey control.
 BY0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0718.See file dsdata.txt to determine how the superseded data were derived.
 BY0718
 BY0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ229664(NAD 83)
 BY0718_MARKER: DB = BENCH MARK DISK
 BY0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0718_STAMPING: C 556 RESET 1974
 BY0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0718+STABILITY: SURFACE MOTION
 BY0718
 BY0718  HISTORY     - Date     Condition        Report By
 BY0718  HISTORY     - 1974     MONUMENTED       TXHD
 BY0718  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0718
 BY0718                          STATION DESCRIPTION
 BY0718
 BY0718'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1974
 BY0718'7.0 MI WSW FROM LUFKIN.
 BY0718'FROM THE POST OFFICE IN LUFKIN, GO WEST ON LUFKIN STREET FOR 0.1 MILE
 BY0718'TO U.S. HIGHWAY 59.  TURN RIGHT AND GO SOUTH ON U.S. HWY. 59 FOR 0.3
 BY0718'MILE TO STATE HIGHWAY 94.  TURN RIGHT AND GO SOUTHWESTERLY ON STATE
 BY0718'HWY. 94 FOR 7.4 MILES TO THE INTERSECTION OF FARM-TO-MARKET ROAD 3258.
 BY0718'TURN RIGHT AND GO NORTHERLY ON FARM-TO-MARKET ROAD 3258 FOR 1.6 MILES
 BY0718'TO STATE HIGHWAY ENGINEERS CENTERLINE STATION 83+19 AND MARK ON THE
 BY0718'LEFT.  STANDARD BENCH MARK DISK, SET IN THE TOP OF A CONCRETE POST
 BY0718'THAT PROJECTS 4-INCHES AND IS STAMPED C 556 RESET 1974. IT IS 49 FEET
 BY0718'WEST OF THE CENTER-LINE OF FARM ROAD 3258.
 BY0718
 BY0718                          STATION RECOVERY (1998)
 BY0718
 BY0718'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0679 ***********************************************************************
 BY0679  DESIGNATION -  C 557
 BY0679  PID         -  BY0679
 BY0679  STATE/COUNTY-  TX/ANGELINA
 BY0679  USGS QUAD   -  WELLS (1980)
 BY0679
 BY0679                         *CURRENT SURVEY CONTROL
 BY0679  ___________________________________________________________________
 BY0679* NAD 83(1986)-  31 25 53.     (N)    094 53 50.     (W)     SCALED    
 BY0679* NAVD 88     -        77.70   (+/-2cm)     254.9    (feet)  VERTCON   
 BY0679  ___________________________________________________________________
 BY0679  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY0679
 BY0679  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0679
 BY0679.The horizontal coordinates were scaled from a topographic map and have
 BY0679.an estimated accuracy of +/- 6 seconds.
 BY0679
 BY0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0679.The vertical order pertains to the NGVD 29 superseded value.
 BY0679
 BY0679.The geoid height was determined by GEOID03.
 BY0679
 BY0679;                    North         East    Units  Estimated Accuracy
 BY0679;SPC TX C     - 3,208,260.    1,216,570.      MT  (+/- 180 meters Scaled)
 BY0679
 BY0679                          SUPERSEDED SURVEY CONTROL
 BY0679
 BY0679  NGVD 29 (??/??/92)   77.753  (m)          255.09   (f) ADJ UNCH    2 0
 BY0679
 BY0679.Superseded values are not recommended for survey control.
 BY0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0679.See file dsdata.txt to determine how the superseded data were derived.
 BY0679
 BY0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ196789(NAD 83)
 BY0679_MARKER: DB = BENCH MARK DISK
 BY0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0679_STAMPING: C 557 1947
 BY0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0679+STABILITY: SURFACE MOTION
 BY0679
 BY0679  HISTORY     - Date     Condition        Report By
 BY0679  HISTORY     - 1947     MONUMENTED       CGS
 BY0679
 BY0679                          STATION DESCRIPTION
 BY0679
 BY0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0679'1.8 MI SW FROM POLLOCK.
 BY0679'1.8 MILES SOUTHWEST ALONG FARM HIGHWAY NO.327 FROM THE POST OFFICE AT
 BY0679'POLLOCK, 240.0 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING
 BY0679'NORTHWEST, 39.0 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE
 BY0679'OF THE HIGHWAY, 40.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BY0679'FARMHOUSE, 44.6 FEET SOUTH OF A 36 INCH SYCAMORE TREE, 18.4 FEET
 BY0679'SOUTHWEST OF A FENCE CORNER, 1.5 FEET NORTHEAST OF A 4 X 4 IN. WITNESS
 BY0679'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.4 FOOT
 BY0679'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1605 ***********************************************************************
 BY1605  DESIGNATION -  C 558
 BY1605  PID         -  BY1605
 BY1605  STATE/COUNTY-  TX/TRINITY
 BY1605  USGS QUAD   -  CRECY (1963)
 BY1605
 BY1605                         *CURRENT SURVEY CONTROL
 BY1605  ___________________________________________________________________
 BY1605* NAD 83(1986)-  31 12 07.     (N)    095 00 59.     (W)     SCALED    
 BY1605* NAVD 88     -       103.13   (+/-2cm)     338.4    (feet)  VERTCON   
 BY1605  ___________________________________________________________________
 BY1605  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BY1605
 BY1605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1605
 BY1605.The horizontal coordinates were scaled from a topographic map and have
 BY1605.an estimated accuracy of +/- 6 seconds.
 BY1605
 BY1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1605.The vertical order pertains to the NGVD 29 superseded value.
 BY1605
 BY1605.The geoid height was determined by GEOID03.
 BY1605
 BY1605;                    North         East    Units  Estimated Accuracy
 BY1605;SPC TX C     - 3,182,300.    1,206,470.      MT  (+/- 180 meters Scaled)
 BY1605
 BY1605                          SUPERSEDED SURVEY CONTROL
 BY1605
 BY1605  NGVD 29 (??/??/92)  103.154  (m)          338.43   (f) ADJ UNCH    2 0
 BY1605
 BY1605.Superseded values are not recommended for survey control.
 BY1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1605.See file dsdata.txt to determine how the superseded data were derived.
 BY1605
 BY1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ078537(NAD 83)
 BY1605_MARKER: DB = BENCH MARK DISK
 BY1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1605_STAMPING: C 558 1948
 BY1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1605+STABILITY: SURFACE MOTION
 BY1605
 BY1605  HISTORY     - Date     Condition        Report By
 BY1605  HISTORY     - 1948     MONUMENTED       CGS
 BY1605
 BY1605                          STATION DESCRIPTION
 BY1605
 BY1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1605'3.4 MI SW FROM APPLE SPRINGS.
 BY1605'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY1605'LODGE AT APPLE SPRINGS, 78.7 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY1605'HIGHWAY, 31.8 FEET SOUTH OF THE SOUTH CORNER OF A FARMHOUSE, 3.4 FEET
 BY1605'NORTHWEST OF A FENCE CORNER, 0.9 FOOT SOUTHWEST OF A PICKET FENCE, SET
 BY1605'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0615 ***********************************************************************
 BL0615  DESIGNATION -  C 559
 BL0615  PID         -  BL0615
 BL0615  STATE/COUNTY-  TX/POLK
 BL0615  USGS QUAD   -  CARMONA (1984)
 BL0615
 BL0615                         *CURRENT SURVEY CONTROL
 BL0615  ___________________________________________________________________
 BL0615* NAD 83(1986)-  30 56 34.     (N)    094 58 02.     (W)     SCALED    
 BL0615* NAVD 88     -       102.40   (+/-2cm)     336.0    (feet)  VERTCON   
 BL0615  ___________________________________________________________________
 BL0615  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL0615
 BL0615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0615
 BL0615.The horizontal coordinates were scaled from a topographic map and have
 BL0615.an estimated accuracy of +/- 6 seconds.
 BL0615
 BL0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0615.The vertical order pertains to the NGVD 29 superseded value.
 BL0615
 BL0615.The geoid height was determined by GEOID03.
 BL0615
 BL0615;                    North         East    Units  Estimated Accuracy
 BL0615;SPC TX C     - 3,153,830.    1,212,530.      MT  (+/- 180 meters Scaled)
 BL0615
 BL0615                          SUPERSEDED SURVEY CONTROL
 BL0615
 BL0615  NGVD 29 (??/??/92)  102.408  (m)          335.98   (f) ADJ UNCH    2 0
 BL0615
 BL0615.Superseded values are not recommended for survey control.
 BL0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0615.See file dsdata.txt to determine how the superseded data were derived.
 BL0615
 BL0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ120249(NAD 83)
 BL0615_MARKER: DB = BENCH MARK DISK
 BL0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0615_STAMPING: C 559 1948
 BL0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0615+STABILITY: SURFACE MOTION
 BL0615
 BL0615  HISTORY     - Date     Condition        Report By
 BL0615  HISTORY     - 1948     MONUMENTED       CGS
 BL0615
 BL0615                          STATION DESCRIPTION
 BL0615
 BL0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0615'5.05 MI SW FROM CARMONA.
 BL0615'3.95 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0615'CARMONA, THENCE 1.1 MILES SOUTHWEST ALONG A DIRT ROAD, APPROXIMATELY
 BL0615'158 YARDS NORTHEAST OF THE CENTER LINE OF A TRAIL LEADING SOUTHEAST,
 BL0615'163.3 FEET NORTHEAST OF AND ACROSS THE ROAD FROM A 10-INCH PINE TREE
 BL0615'WITH A TRIANGULAR BLAZE, 18.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BL0615'ROAD, 4.5 FEET SOUTHWEST OF A TELEPHONE POLE AND IN LINE WITH THE ROW
 BL0615'OF TELEPHONE POLES, 1.5 FEET NORTHEAST OF A REFERENCE POST, SET IN THE
 BL0615'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1550 ***********************************************************************
 BY1550  DESIGNATION -  C 560
 BY1550  PID         -  BY1550
 BY1550  STATE/COUNTY-  TX/TRINITY
 BY1550  USGS QUAD   -  GROVETON WEST (1963)
 BY1550
 BY1550                         *CURRENT SURVEY CONTROL
 BY1550  ___________________________________________________________________
 BY1550* NAD 83(1986)-  31 07 14.     (N)    095 11 22.     (W)     SCALED    
 BY1550* NAVD 88     -       108.12   (+/-2cm)     354.7    (feet)  VERTCON   
 BY1550  ___________________________________________________________________
 BY1550  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY1550
 BY1550  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1550
 BY1550.The horizontal coordinates were scaled from a topographic map and have
 BY1550.an estimated accuracy of +/- 6 seconds.
 BY1550
 BY1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1550.The vertical order pertains to the NGVD 29 superseded value.
 BY1550
 BY1550.The geoid height was determined by GEOID03.
 BY1550
 BY1550;                    North         East    Units  Estimated Accuracy
 BY1550;SPC TX C     - 3,172,510.    1,190,410.      MT  (+/- 180 meters Scaled)
 BY1550
 BY1550                          SUPERSEDED SURVEY CONTROL
 BY1550
 BY1550  NGVD 29 (??/??/92)  108.130  (m)          354.76   (f) ADJ UNCH    2 0
 BY1550
 BY1550.Superseded values are not recommended for survey control.
 BY1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1550.See file dsdata.txt to determine how the superseded data were derived.
 BY1550
 BY1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ912450(NAD 83)
 BY1550_MARKER: DB = BENCH MARK DISK
 BY1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1550_STAMPING: C 560 1948
 BY1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1550+STABILITY: SURFACE MOTION
 BY1550
 BY1550  HISTORY     - Date     Condition        Report By
 BY1550  HISTORY     - 1948     MONUMENTED       CGS
 BY1550  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1550
 BY1550                          STATION DESCRIPTION
 BY1550
 BY1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1550'6.3 MI NW FROM GROVETON.
 BY1550'6.3 MILES NORTHWEST ALONG U. S. HIGHWAY 287 FROM THE COURTHOUSE AT
 BY1550'GROVETON, ON TOP OF A RISE, 197 YARDS (PACED) EAST OF A SMALL CONCRETE
 BY1550'CULVERT, 51.8 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36.5 FEET
 BY1550'WEST OF AN 18-INCH OAK TREE WITH A TRIANGULAR BLAZE, 19.2 FEET EAST OF
 BY1550'A 15-INCH OAK TREE WITH A TRIANGULAR BLAZE, 1.6 FEET WEST OF A
 BY1550'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BY1550'ABOVE THE GROUND.
 BY1550
 BY1550                          STATION RECOVERY (1996)
 BY1550
 BY1550'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1267 ***********************************************************************
 FL1267  DESIGNATION -  C 563
 FL1267  PID         -  FL1267
 FL1267  STATE/COUNTY-  TX/ARMSTRONG
 FL1267  USGS QUAD   -  WASHBURN (1973)
 FL1267
 FL1267                         *CURRENT SURVEY CONTROL
 FL1267  ___________________________________________________________________
 FL1267* NAD 83(1986)-  35 08 49.     (N)    101 36 50.     (W)     SCALED    
 FL1267* NAVD 88     -      1076.581  (meters)    3532.08   (feet)  ADJUSTED  
 FL1267  ___________________________________________________________________
 FL1267  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL1267  DYNAMIC HT  -        1075.297 (meters)    3527.87  (feet)  COMP
 FL1267  MODELED GRAV-     979,404.7   (mgal)                       NAVD 88
 FL1267
 FL1267  VERT ORDER  -  SECOND    CLASS 0
 FL1267
 FL1267.The horizontal coordinates were scaled from a topographic map and have
 FL1267.an estimated accuracy of +/- 6 seconds.
 FL1267
 FL1267.The orthometric height was determined by differential leveling
 FL1267.and adjusted by the National Geodetic Survey in June 1991..
 FL1267
 FL1267.The geoid height was determined by GEOID03.
 FL1267
 FL1267.The dynamic height is computed by dividing the NAVD 88
 FL1267.geopotential number by the normal gravity value computed on the
 FL1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1267.degrees latitude (g = 980.6199 gals.).
 FL1267
 FL1267.The modeled gravity was interpolated from observed gravity values.
 FL1267
 FL1267;                    North         East    Units  Estimated Accuracy
 FL1267;SPC TX N     - 1,127,240.      189,620.      MT  (+/- 180 meters Scaled)
 FL1267
 FL1267                          SUPERSEDED SURVEY CONTROL
 FL1267
 FL1267  NGVD 29 (??/??/92) 1076.080  (m)         3530.44   (f) ADJ UNCH    2 0
 FL1267
 FL1267.Superseded values are not recommended for survey control.
 FL1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1267.See file dsdata.txt to determine how the superseded data were derived.
 FL1267
 FL1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD618924(NAD 83)
 FL1267_MARKER: DB = BENCH MARK DISK
 FL1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1267_STAMPING: C 563 1935
 FL1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1267+STABILITY: SURFACE MOTION
 FL1267
 FL1267  HISTORY     - Date     Condition        Report By
 FL1267  HISTORY     - 1935     MONUMENTED       CGS
 FL1267  HISTORY     - 1943     GOOD             NGS
 FL1267
 FL1267                          STATION DESCRIPTION
 FL1267
 FL1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1267'4.7 MI SW FROM WASHBURN.
 FL1267'2.3 MILES WEST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 FL1267'WASHBURN, ARMSTRONG COUNTY, THENCE 2.4 MILES SOUTH ALONG A GRADED
 FL1267'ROAD.  AT THE SHUEY RANCH HOUSE, 108 FEET SOUTHWEST OF THE CENTER OF
 FL1267'THE JUNCTION OF A ROAD LEADING EAST, 178 FEET NORTHEAST OF THE EAST
 FL1267'ENTRANCE TO THE RANCH HOUSE, IN THE FRONT YARD, 36 FEET WEST OF THE
 FL1267'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 29 FEET NORTH OF A CATTLE
 FL1267'GATE, AND 2.2 FEET WEST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD
 FL1267'DISK, STAMPED C 563 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1164 ***********************************************************************
 AY1164  DESIGNATION -  C 564
 AY1164  PID         -  AY1164
 AY1164  STATE/COUNTY-  TX/BANDERA
 AY1164  USGS QUAD   -  TARPLEY PASS (1964)
 AY1164
 AY1164                         *CURRENT SURVEY CONTROL
 AY1164  ___________________________________________________________________
 AY1164* NAD 83(1986)-  29 42 43.     (N)    099 08 39.     (W)     SCALED    
 AY1164* NAVD 88     -       411.607  (meters)    1350.41   (feet)  ADJUSTED  
 AY1164  ___________________________________________________________________
 AY1164  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AY1164  DYNAMIC HT  -         411.010 (meters)    1348.46  (feet)  COMP
 AY1164  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AY1164
 AY1164  VERT ORDER  -  SECOND    CLASS 0
 AY1164
 AY1164.The horizontal coordinates were scaled from a topographic map and have
 AY1164.an estimated accuracy of +/- 6 seconds.
 AY1164
 AY1164.The orthometric height was determined by differential leveling
 AY1164.and adjusted by the National Geodetic Survey in June 1991..
 AY1164
 AY1164.The geoid height was determined by GEOID03.
 AY1164
 AY1164.The dynamic height is computed by dividing the NAVD 88
 AY1164.geopotential number by the normal gravity value computed on the
 AY1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1164.degrees latitude (g = 980.6199 gals.).
 AY1164
 AY1164.The modeled gravity was interpolated from observed gravity values.
 AY1164
 AY1164;                    North         East    Units  Estimated Accuracy
 AY1164;SPC TXSC     - 4,208,210.      586,050.      MT  (+/- 180 meters Scaled)
 AY1164
 AY1164                          SUPERSEDED SURVEY CONTROL
 AY1164
 AY1164  NGVD 29 (??/??/92)  411.487  (m)         1350.02   (f) ADJ UNCH    2 0
 AY1164
 AY1164.Superseded values are not recommended for survey control.
 AY1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1164.See file dsdata.txt to determine how the superseded data were derived.
 AY1164
 AY1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT860868(NAD 83)
 AY1164_MARKER: DB = BENCH MARK DISK
 AY1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1164_STAMPING: C564 1953
 AY1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1164+STABILITY: SURFACE MOTION
 AY1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1164+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AY1164
 AY1164  HISTORY     - Date     Condition        Report By
 AY1164  HISTORY     - 1953     MONUMENTED       CGS
 AY1164  HISTORY     - 1963     GOOD             USGS
 AY1164  HISTORY     - 19931201 GOOD             USPSQD
 AY1164  HISTORY     - 20050809 GOOD             USPSQD
 AY1164
 AY1164                          STATION DESCRIPTION
 AY1164
 AY1164'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AY1164'4.8 MI SW FROM BANDERA.
 AY1164'2.2 MILES WEST OF ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1164'BANDERA, THENCE 2.6 MILES SOUTHWEST ALONG FARM ROAD 470, ON THE
 AY1164'OUTSIDE OF A CURVE IN THE ROAD.  161 FEET SOUTHEAST OF THE CENTER LINE
 AY1164'OF THE ROAD AND BRIDGE OVER INDIAN CREEK, 32 FEET NORTHEAST OF THE
 AY1164'CENTER LINE OF A PRIVATE DRIVE, 14 FEET NORTH OF A POWER POLE, 1.7
 AY1164'FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF WITNESS POST.  A
 AY1164'STANDARD U. S. C. AND G. S. DISK SET IN THE TOP OF A CONCRETE POST
 AY1164'PROJECTING 0.5 FT. ABOVE GROUND.
 AY1164
 AY1164                          STATION RECOVERY (1993)
 AY1164
 AY1164'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1164'RECOVERED IN GOOD CONDITION.
 AY1164
 AY1164                          STATION RECOVERY (2005)
 AY1164
 AY1164'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0486 ***********************************************************************
 EN0486  DESIGNATION -  C 565
 EN0486  PID         -  EN0486
 EN0486  STATE/COUNTY-  TX/ARMSTRONG
 EN0486  USGS QUAD   -  WAYSIDE (1984)
 EN0486
 EN0486                         *CURRENT SURVEY CONTROL
 EN0486  ___________________________________________________________________
 EN0486* NAD 83(1986)-  34 52 17.     (N)    101 34 30.     (W)     SCALED    
 EN0486* NAVD 88     -       807.979  (meters)    2650.84   (feet)  POSTED    
 EN0486  ___________________________________________________________________
 EN0486  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EN0486  DYNAMIC HT  -         807.000 (meters)    2647.63  (feet)  COMP
 EN0486  MODELED GRAV-     979,395.6   (mgal)                       NAVD 88
 EN0486
 EN0486  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EN0486
 EN0486.The horizontal coordinates were scaled from a topographic map and have
 EN0486.an estimated accuracy of +/- 6 seconds.
 EN0486
 EN0486.The orthometric height was determined by differential leveling
 EN0486.and adjusted by the National Geodetic Survey in 1992..
 EN0486.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EN0486.rate of 4.1 thru 8.0 mm/km.
 EN0486
 EN0486.The geoid height was determined by GEOID03.
 EN0486
 EN0486.The dynamic height is computed by dividing the NAVD 88
 EN0486.geopotential number by the normal gravity value computed on the
 EN0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0486.degrees latitude (g = 980.6199 gals.).
 EN0486
 EN0486.The modeled gravity was interpolated from observed gravity values.
 EN0486
 EN0486;                    North         East    Units  Estimated Accuracy
 EN0486;SPC TX N     - 1,096,670.      193,140.      MT  (+/- 180 meters Scaled)
 EN0486
 EN0486                          SUPERSEDED SURVEY CONTROL
 EN0486
 EN0486  NGVD 29 (??/??/92)  807.154  (m)         2648.14   (f) ADJ UNCH    2 0
 EN0486
 EN0486.Superseded values are not recommended for survey control.
 EN0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0486.See file dsdata.txt to determine how the superseded data were derived.
 EN0486
 EN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD646618(NAD 83)
 EN0486_MARKER: DB = BENCH MARK DISK
 EN0486_SETTING: 80 = SET IN A BOULDER
 EN0486_SP_SET: BOULDER
 EN0486_STAMPING: C 565 1935
 EN0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0486+STABILITY: SURFACE MOTION
 EN0486
 EN0486  HISTORY     - Date     Condition        Report By
 EN0486  HISTORY     - 1935     MONUMENTED       CGS
 EN0486  HISTORY     - 1943     MARK NOT FOUND   NGS
 EN0486  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0486  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0486
 EN0486                          STATION DESCRIPTION
 EN0486
 EN0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0486'28.2 MI SE FROM CANYON.
 EN0486'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0486'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 8.2 MILES EAST AND
 EN0486'SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  ON THE NORTH
 EN0486'CLIFF ABOVE THE CREEK, ABOUT 500 FEET NORTH OF THE CREEK, 323 FEET
 EN0486'SOUTHEAST OF THREE LARGE COTTONWOOD TREES, IN A CLUMP OF SMALL CEDARS,
 EN0486'IN THE TOP OF A SMALL WHITE BOULDER, AND ABOUT 25 FEET ABOVE THE RIVER
 EN0486'FLATS.  A STANDARD DISK, STAMPED C 565 1935.
 EN0486
 EN0486                          STATION RECOVERY (1954)
 EN0486
 EN0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EN0486'MARK NOT FOUND.
 EN0486
 EN0486                          STATION RECOVERY (1980)
 EN0486
 EN0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0447 ***********************************************************************
 EN0447  DESIGNATION -  C 567
 EN0447  PID         -  EN0447
 EN0447  STATE/COUNTY-  TX/RANDALL
 EN0447  USGS QUAD   -  OGG (1984)
 EN0447
 EN0447                         *CURRENT SURVEY CONTROL
 EN0447  ___________________________________________________________________
 EN0447* NAD 83(1986)-  34 46 43.     (N)    101 58 28.     (W)     SCALED    
 EN0447* NAVD 88     -      1132.474  (meters)    3715.46   (feet)  ADJUSTED  
 EN0447  ___________________________________________________________________
 EN0447  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 EN0447  DYNAMIC HT  -        1131.060 (meters)    3710.82  (feet)  COMP
 EN0447  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 EN0447
 EN0447  VERT ORDER  -  SECOND    CLASS 0
 EN0447
 EN0447.The horizontal coordinates were scaled from a topographic map and have
 EN0447.an estimated accuracy of +/- 6 seconds.
 EN0447
 EN0447.The orthometric height was determined by differential leveling
 EN0447.and adjusted by the National Geodetic Survey in June 1991..
 EN0447
 EN0447.The geoid height was determined by GEOID03.
 EN0447
 EN0447.The dynamic height is computed by dividing the NAVD 88
 EN0447.geopotential number by the normal gravity value computed on the
 EN0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0447.degrees latitude (g = 980.6199 gals.).
 EN0447
 EN0447.The modeled gravity was interpolated from observed gravity values.
 EN0447
 EN0447;                    North         East    Units  Estimated Accuracy
 EN0447;SPC TX N     - 1,086,480.      156,570.      MT  (+/- 180 meters Scaled)
 EN0447
 EN0447                          SUPERSEDED SURVEY CONTROL
 EN0447
 EN0447  NGVD 29 (??/??/92) 1131.976  (m)         3713.82   (f) ADJ UNCH    2 0
 EN0447
 EN0447.Superseded values are not recommended for survey control.
 EN0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0447.See file dsdata.txt to determine how the superseded data were derived.
 EN0447
 EN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD278525(NAD 83)
 EN0447_MARKER: DB = BENCH MARK DISK
 EN0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0447_STAMPING: C 567 1935
 EN0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0447+STABILITY: SURFACE MOTION
 EN0447
 EN0447  HISTORY     - Date     Condition        Report By
 EN0447  HISTORY     - 1935     MONUMENTED       CGS
 EN0447  HISTORY     - 1958     GOOD             NGS
 EN0447  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0447
 EN0447                          STATION DESCRIPTION
 EN0447
 EN0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0447'9.08 MI NW FROM HAPPY.
 EN0447'ALONG GRADED ROAD BETWEEN HAPPY AND UMBARGER.  TO REACH FROM HAPPY
 EN0447'POST OFFICE GO 2.83 MILES NORTHWEST ALONG STATE HIGHWAY NO. 9, THEN
 EN0447'6.25 MILES WEST ALONG GRADED ROAD.  AT T JUNCTION WITH ROAD FROM THE
 EN0447'NORTH.  129.3 FEET NORTH OF EAST AND WEST ROAD, 108.6 FEET NORTH OF
 EN0447'CORNER RIGHT OF WAY POST, AND 33.2 FEET WEST OF CENTERLINE OF ROAD
 EN0447'RUNNING NORTH.
 EN0447
 EN0447                          STATION RECOVERY (1958)
 EN0447
 EN0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0447'RECOVERED IN GOOD CONDITION.
 EN0447
 EN0447                          STATION RECOVERY (1980)
 EN0447
 EN0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0447'DESCRIPTION PUTS IT UNDER EDGE OF GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0535 ***********************************************************************
 EN0535  DESIGNATION -  C 568
 EN0535  PID         -  EN0535
 EN0535  STATE/COUNTY-  TX/RANDALL
 EN0535  USGS QUAD   -  CANYON SE (1984)
 EN0535
 EN0535                         *CURRENT SURVEY CONTROL
 EN0535  ___________________________________________________________________
 EN0535* NAD 83(1986)-  34 48 27.     (N)    101 46 33.     (W)     SCALED    
 EN0535* NAVD 88     -      1086.542  (meters)    3564.76   (feet)  ADJUSTED  
 EN0535  ___________________________________________________________________
 EN0535  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 EN0535  DYNAMIC HT  -        1085.207 (meters)    3560.38  (feet)  COMP
 EN0535  MODELED GRAV-     979,368.7   (mgal)                       NAVD 88
 EN0535
 EN0535  VERT ORDER  -  SECOND    CLASS 0
 EN0535
 EN0535.The horizontal coordinates were scaled from a topographic map and have
 EN0535.an estimated accuracy of +/- 6 seconds.
 EN0535
 EN0535.The orthometric height was determined by differential leveling
 EN0535.and adjusted by the National Geodetic Survey in June 1991..
 EN0535
 EN0535.The geoid height was determined by GEOID03.
 EN0535
 EN0535.The dynamic height is computed by dividing the NAVD 88
 EN0535.geopotential number by the normal gravity value computed on the
 EN0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0535.degrees latitude (g = 980.6199 gals.).
 EN0535
 EN0535.The modeled gravity was interpolated from observed gravity values.
 EN0535
 EN0535;                    North         East    Units  Estimated Accuracy
 EN0535;SPC TX N     - 1,089,620.      174,760.      MT  (+/- 180 meters Scaled)
 EN0535
 EN0535                          SUPERSEDED SURVEY CONTROL
 EN0535
 EN0535  NGVD 29 (??/??/92) 1086.083  (m)         3563.26   (f) ADJ UNCH    2 0
 EN0535
 EN0535.Superseded values are not recommended for survey control.
 EN0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0535.See file dsdata.txt to determine how the superseded data were derived.
 EN0535
 EN0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD460552(NAD 83)
 EN0535_MARKER: DB = BENCH MARK DISK
 EN0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0535_STAMPING: C 568 1935
 EN0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0535+STABILITY: SURFACE MOTION
 EN0535
 EN0535  HISTORY     - Date     Condition        Report By
 EN0535  HISTORY     - 1935     MONUMENTED       CGS
 EN0535  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0535
 EN0535                          STATION DESCRIPTION
 EN0535
 EN0535'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0535'11 MI NE FROM HAPPY.
 EN0535'IN RANDALL COUNTY, 11.0 MILES NORTHEAST OF HAPPY, SWISHER COUNTY. THIS
 EN0535'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.2 MILE EAST
 EN0535'ALONG A CITY STREET, THENCE 4.9 MILES NORTHWEST ALONG U.S. HIGHWAY 87,
 EN0535'AND THENCE 5.9 MILES EAST ALONG A GRADED ROAD.  IT IS AT A ROAD
 EN0535'INTERSECTION, 130 FEET NORHTEAST OF THE NORTHEAST CORNER OF A SCHOOL
 EN0535'HOUSE, IN THE SCHOOL YARD, 42.1 FEET SOUTH OF THE CENTERLINE OF THE
 EN0535'EAST-AND WEST ROAD, 30.1 FEET WEST OF THE CENTERLINE OF
 EN0535'THE-NORTH-AND-SOUTH ROAD, AND 10 FEET EAST OF A ROW OF TREES.  A
 EN0535'STANDARD DISK, STAMPED C 568 1935 AND SET IN THE TOP OF A CONCRETE
 EN0535'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0239 ***********************************************************************
 EN0239  DESIGNATION -  C 569
 EN0239  PID         -  EN0239
 EN0239  STATE/COUNTY-  TX/ARMSTRONG
 EN0239  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0239
 EN0239                         *CURRENT SURVEY CONTROL
 EN0239  ___________________________________________________________________
 EN0239* NAD 83(1986)-  34 49 01.     (N)    101 27 50.     (W)     SCALED    
 EN0239* NAVD 88     -      1011.696  (meters)    3319.21   (feet)  ADJUSTED  
 EN0239  ___________________________________________________________________
 EN0239  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EN0239  DYNAMIC HT  -        1010.479 (meters)    3315.21  (feet)  COMP
 EN0239  MODELED GRAV-     979,397.7   (mgal)                       NAVD 88
 EN0239
 EN0239  VERT ORDER  -  SECOND    CLASS 0
 EN0239
 EN0239.The horizontal coordinates were scaled from a topographic map and have
 EN0239.an estimated accuracy of +/- 6 seconds.
 EN0239
 EN0239.The orthometric height was determined by differential leveling
 EN0239.and adjusted by the National Geodetic Survey in June 1991..
 EN0239
 EN0239.The geoid height was determined by GEOID03.
 EN0239
 EN0239.The dynamic height is computed by dividing the NAVD 88
 EN0239.geopotential number by the normal gravity value computed on the
 EN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0239.degrees latitude (g = 980.6199 gals.).
 EN0239
 EN0239.The modeled gravity was interpolated from observed gravity values.
 EN0239
 EN0239;                    North         East    Units  Estimated Accuracy
 EN0239;SPC TX N     - 1,090,630.      203,300.      MT  (+/- 180 meters Scaled)
 EN0239
 EN0239                          SUPERSEDED SURVEY CONTROL
 EN0239
 EN0239  NGVD 29 (??/??/92) 1011.261  (m)         3317.78   (f) ADJ UNCH    2 0
 EN0239
 EN0239.Superseded values are not recommended for survey control.
 EN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0239.See file dsdata.txt to determine how the superseded data were derived.
 EN0239
 EN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD746555(NAD 83)
 EN0239_MARKER: DB = BENCH MARK DISK
 EN0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0239_STAMPING: C 569 1935
 EN0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0239+STABILITY: SURFACE MOTION
 EN0239
 EN0239  HISTORY     - Date     Condition        Report By
 EN0239  HISTORY     - 1935     MONUMENTED       CGS
 EN0239  HISTORY     - 1943     GOOD             NGS
 EN0239
 EN0239                          STATION DESCRIPTION
 EN0239
 EN0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0239'5.6 MI NE FROM WAYSIDE.
 EN0239'3.2 MILES EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT WAYSIDE,
 EN0239'ARMSTRONG COUNTY, THENCE 2.4 MILES NORTHEAST ALONG THE CANYON ROAD.
 EN0239'0.2 MILE SOUTH OF THE SOUTH EDGE OF THE CANYON, 1.3 MILES SOUTH OF AN
 EN0239'EAST-AND-WEST FENCE AND AN AUTOMOBILE GATE, AND 48 FEET WEST OF THE
 EN0239'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 569 1935 AND SET
 EN0239'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2368 ***********************************************************************
 BL2368  DESIGNATION -  C 57 RESET
 BL2368  PID         -  BL2368
 BL2368  STATE/COUNTY-  TX/JEFFERSON
 BL2368  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2368
 BL2368                         *CURRENT SURVEY CONTROL
 BL2368  ___________________________________________________________________
 BL2368* NAD 83(1986)-  30 05 00.     (N)    094 06 01.     (W)     SCALED    
 BL2368* NAVD 88     -         6.64   (+/-2cm)      21.8    (feet)  VERTCON   
 BL2368  ___________________________________________________________________
 BL2368  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2368
 BL2368  VERT ORDER  -  THIRD (See Below)
 BL2368
 BL2368.The horizontal coordinates were scaled from a topographic map and have
 BL2368.an estimated accuracy of +/- 6 seconds.
 BL2368
 BL2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2368.The vertical order pertains to the NGVD 29 superseded value.
 BL2368
 BL2368.The geoid height was determined by GEOID03.
 BL2368
 BL2368;                    North         East    Units  Estimated Accuracy
 BL2368;SPC TXSC     - 4,259,260.    1,072,200.      MT  (+/- 180 meters Scaled)
 BL2368
 BL2368                          SUPERSEDED SURVEY CONTROL
 BL2368
 BL2368  NGVD 29 (01/29/03)    6.64   (m)           21.8    (f) RESET       3  
 BL2368
 BL2368.Superseded values are not recommended for survey control.
 BL2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2368.See file dsdata.txt to determine how the superseded data were derived.
 BL2368
 BL2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP939285(NAD 83)
 BL2368_MARKER: DV = VERTICAL CONTROL DISK
 BL2368_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BL2368+WITH SETTING: PAVEMENT
 BL2368_SP_SET: TRAFFIC ISLAND
 BL2368_STAMPING: C 57 RESET 1976
 BL2368_MARK LOGO: NGS   
 BL2368_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2368+STABILITY: SURFACE MOTION
 BL2368
 BL2368  HISTORY     - Date     Condition        Report By
 BL2368  HISTORY     - 1976     MONUMENTED       RBNF
 BL2368  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 BL2368
 BL2368                          STATION DESCRIPTION
 BL2368
 BL2368'DESCRIBED BY RESEARCHED BUT NOT FOUND 1976
 BL2368'SET IN DRILL HOLE ISLAND IN THE INTERSECTION OF CROCKETT, ORLEANS AND
 BL2368'LAUREL STREET, 35 FEET (10.7 M) NORTH OF CROCKETT, 24 FEET (7.3 M)
 BL2368'EAST OF ORLEANS STREET, 1 FOOT (0.3 M) SOUTH OF WATER METER CAP, 1 1/2
 BL2368'FEET NORTH OF SIGNAL POST.
 BL2368
 BL2368                          STATION RECOVERY (2005)
 BL2368
 BL2368'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL2368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0322 ***********************************************************************
 AM0322  DESIGNATION -  C 571
 AM0322  PID         -  AM0322
 AM0322  STATE/COUNTY-  TX/MATAGORDA
 AM0322  USGS QUAD   -  BAY CITY (1972)
 AM0322
 AM0322                         *CURRENT SURVEY CONTROL
 AM0322  ___________________________________________________________________
 AM0322* NAD 83(1986)-  28 58 52.     (N)    095 55 16.     (W)     SCALED    
 AM0322* NAVD 88     -        12.50   (+/-2cm)      41.0    (feet)  VERTCON   
 AM0322  ___________________________________________________________________
 AM0322  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AM0322
 AM0322  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0322
 AM0322.The horizontal coordinates were scaled from a topographic map and have
 AM0322.an estimated accuracy of +/- 6 seconds.
 AM0322
 AM0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0322.The vertical order pertains to the NGVD 29 superseded value.
 AM0322
 AM0322.The geoid height was determined by GEOID03.
 AM0322
 AM0322;                    North         East    Units  Estimated Accuracy
 AM0322;SPC TXSC     - 4,131,150.      899,990.      MT  (+/- 180 meters Scaled)
 AM0322
 AM0322                          SUPERSEDED SURVEY CONTROL
 AM0322
 AM0322  NGVD 29 (??/??/92)   12.530  (m)           41.11   (f) ADJ UNCH    1 2
 AM0322
 AM0322.Superseded values are not recommended for survey control.
 AM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0322.See file dsdata.txt to determine how the superseded data were derived.
 AM0322
 AM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN153094(NAD 83)
 AM0322_MARKER: DB = BENCH MARK DISK
 AM0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0322_STAMPING: C 571
 AM0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0322+STABILITY: SURFACE MOTION
 AM0322
 AM0322  HISTORY     - Date     Condition        Report By
 AM0322  HISTORY     - UNK      MONUMENTED       CGS
 AM0322  HISTORY     - 1951     GOOD             NGS
 AM0322  HISTORY     - 1960     GOOD             NGS
 AM0322  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0322
 AM0322                          STATION DESCRIPTION
 AM0322
 AM0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0322'2.9 MI E FROM BAY CITY.
 AM0322'1.6 MILES EAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT BAY
 AM0322'CITY, THENCE 1.3 MILES EAST ALONG FARM ROAD 457.  94 FEET SOUTHEAST OF
 AM0322'THE SOUTHEAST CORNER OF A FARMHOUSE, 76.8 FEET EAST OF THE CENTER LINE
 AM0322'OF A PRIVATE DRIVEWAY, 43.3 FEET NORTH OF THE CENTER LINE OF THE FARM
 AM0322'ROAD, 22.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 24 FEET
 AM0322'WEST OF A FENCE CORNER, 2.3 FEET WEST OF A WITNESS POST, SET IN THE
 AM0322'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AM0322
 AM0322                          STATION RECOVERY (1960)
 AM0322
 AM0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 AM0322'RECOVERED IN GOOD CONDITION.
 AM0322
 AM0322                          STATION RECOVERY (1998)
 AM0322
 AM0322'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0364 ***********************************************************************
 AM0364  DESIGNATION -  C 572
 AM0364  PID         -  AM0364
 AM0364  STATE/COUNTY-  TX/MATAGORDA
 AM0364  USGS QUAD   -  SARGENT (1972)
 AM0364
 AM0364                         *CURRENT SURVEY CONTROL
 AM0364  ___________________________________________________________________
 AM0364* NAD 83(1986)-  28 49 09.     (N)    095 39 03.     (W)     SCALED    
 AM0364* NAVD 88     -         1.98   (+/-2cm)       6.5    (feet)  VERTCON   
 AM0364  ___________________________________________________________________
 AM0364  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AM0364
 AM0364  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0364
 AM0364.The horizontal coordinates were scaled from a topographic map and have
 AM0364.an estimated accuracy of +/- 6 seconds.
 AM0364
 AM0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0364.The vertical order pertains to the NGVD 29 superseded value.
 AM0364
 AM0364.The geoid height was determined by GEOID03.
 AM0364
 AM0364;                    North         East    Units  Estimated Accuracy
 AM0364;SPC TXSC     - 4,113,940.      926,830.      MT  (+/- 180 meters Scaled)
 AM0364
 AM0364                          SUPERSEDED SURVEY CONTROL
 AM0364
 AM0364  NGVD 29 (??/??/92)    2.016  (m)            6.61   (f) ADJ UNCH    2 0
 AM0364
 AM0364.Superseded values are not recommended for survey control.
 AM0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0364.See file dsdata.txt to determine how the superseded data were derived.
 AM0364
 AM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM413908(NAD 83)
 AM0364_MARKER: DB = BENCH MARK DISK
 AM0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0364_STAMPING: C 572 1941
 AM0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0364+STABILITY: SURFACE MOTION
 AM0364
 AM0364  HISTORY     - Date     Condition        Report By
 AM0364  HISTORY     - 1941     MONUMENTED       CGS
 AM0364  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0364
 AM0364                          STATION DESCRIPTION
 AM0364
 AM0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0364'1.45 MI SE FROM SARGENT.
 AM0364'1.45 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AM0364'SARGENT, MATAGORDA COUNTY, 0.2 MILE SOUTHEAST OF A CATTLE GUARD ACROSS
 AM0364'THE ROAD, AT THE JUNCTION OF A ROAD LEADING NORTHEAST, 64 FEET
 AM0364'SOUTHWEST OF THE CENTERLINE OF THE SHELL ROAD, 79 FEET SOUTH OF A
 AM0364'WOODEN BRIDGE OVER A DRAINAGE DITCH, ON THE DITCH BANK, 23 FEET
 AM0364'SOUTHEAST OF THE EDGE OF THE DITCH, 3 FEET NORTH OF A WHITE WOODEN
 AM0364'WITNESS POST, AND LEVEL WITH THE SHELL ROAD.  A STANDARD DISK, STAMPED
 AM0364'C 572 1941 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AM0364'GROUND.
 AM0364
 AM0364                          STATION RECOVERY (2003)
 AM0364
 AM0364'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0395 ***********************************************************************
 AM0395  DESIGNATION -  C 573
 AM0395  PID         -  AM0395
 AM0395  STATE/COUNTY-  TX/MATAGORDA
 AM0395  USGS QUAD   -  BAY CITY NE (1972)
 AM0395
 AM0395                         *CURRENT SURVEY CONTROL
 AM0395  ___________________________________________________________________
 AM0395* NAD 83(1986)-  28 54 21.     (N)    095 45 39.     (W)     SCALED    
 AM0395* NAVD 88     -         5.42   (+/-2cm)      17.8    (feet)  VERTCON   
 AM0395  ___________________________________________________________________
 AM0395  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0395
 AM0395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0395
 AM0395.The horizontal coordinates were scaled from a topographic map and have
 AM0395.an estimated accuracy of +/- 6 seconds.
 AM0395
 AM0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0395.The vertical order pertains to the NGVD 29 superseded value.
 AM0395
 AM0395.The geoid height was determined by GEOID03.
 AM0395
 AM0395;                    North         East    Units  Estimated Accuracy
 AM0395;SPC TXSC     - 4,123,240.      915,830.      MT  (+/- 180 meters Scaled)
 AM0395
 AM0395                          SUPERSEDED SURVEY CONTROL
 AM0395
 AM0395  NGVD 29 (??/??/92)    5.449  (m)           17.88   (f) ADJ UNCH    2 0
 AM0395
 AM0395.Superseded values are not recommended for survey control.
 AM0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0395.See file dsdata.txt to determine how the superseded data were derived.
 AM0395
 AM0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN307006(NAD 83)
 AM0395_MARKER: DB = BENCH MARK DISK
 AM0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0395_STAMPING: C 573 1941
 AM0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0395+STABILITY: SURFACE MOTION
 AM0395
 AM0395  HISTORY     - Date     Condition        Report By
 AM0395  HISTORY     - 1941     MONUMENTED       CGS
 AM0395  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0395
 AM0395                          STATION DESCRIPTION
 AM0395
 AM0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0395'0.4 MI SE FROM CEDAR LANE.
 AM0395'0.4 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0395'OFFICE AT CEDAR LANE, THENCE 3.0 MILES SOUTHWEST ALONG THE WADSWORTH
 AM0395'ROAD.  0.8 MILE SOUTHEAST OF THE CROSSING OF A TELEPHONE LINE AND A
 AM0395'GASLINE, 0.35 MILE NORTHEAST OF A CURVE IN THE ROAD, 0.25 MILE
 AM0395'SOUTHWEST OF ANOTHER CURVE IN THE ROAD AND THE JUNCTION OF A ROAD
 AM0395'LEADING SOUTH, 0.15 MILE NORTHEAST OF THE JUNCTION OF A ROAD LEADING
 AM0395'SOUTH AT THE END OF A POWER-TRANSMISSION LINE, 41 FEET WEST OF THE
 AM0395'CENTERLINE OF THE ROAD, 9 FEET NORTH OF A GATE, 7.5 FEET SOUTHWEST OF
 AM0395'A FENCE CORNER, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 AM0395'WITH THE ROAD.  A STANDARD DISK, STAMPED C 573 1941 AND SET IN THE TOP
 AM0395'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 AM0395
 AM0395                          STATION RECOVERY (1996)
 AM0395
 AM0395'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0550 ***********************************************************************
 AX0550  DESIGNATION -  C 574
 AX0550  PID         -  AX0550
 AX0550  STATE/COUNTY-  TX/WHARTON
 AX0550  USGS QUAD   -  DANEVANG (1951)
 AX0550
 AX0550                         *CURRENT SURVEY CONTROL
 AX0550  ___________________________________________________________________
 AX0550* NAD 83(1986)-  29 06 06.     (N)    096 11 02.     (W)     SCALED    
 AX0550* NAVD 88     -        24.59   (+/-2cm)      80.7    (feet)  VERTCON   
 AX0550  ___________________________________________________________________
 AX0550  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0550
 AX0550  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0550
 AX0550.The horizontal coordinates were scaled from a topographic map and have
 AX0550.an estimated accuracy of +/- 6 seconds.
 AX0550
 AX0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0550.The vertical order pertains to the NGVD 29 superseded value.
 AX0550
 AX0550.The geoid height was determined by GEOID03.
 AX0550
 AX0550;                    North         East    Units  Estimated Accuracy
 AX0550;SPC TXSC     - 4,143,870.      874,070.      MT  (+/- 180 meters Scaled)
 AX0550
 AX0550                          SUPERSEDED SURVEY CONTROL
 AX0550
 AX0550  NGVD 29 (??/??/92)   24.606  (m)           80.73   (f) ADJ UNCH    2 0
 AX0550
 AX0550.Superseded values are not recommended for survey control.
 AX0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0550.See file dsdata.txt to determine how the superseded data were derived.
 AX0550
 AX0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT740225(NAD 83)
 AX0550_MARKER: DB = BENCH MARK DISK
 AX0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0550_STAMPING: C 574 1941
 AX0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0550+STABILITY: SURFACE MOTION
 AX0550
 AX0550  HISTORY     - Date     Condition        Report By
 AX0550  HISTORY     - 1941     MONUMENTED       CGS
 AX0550
 AX0550                          STATION DESCRIPTION
 AX0550
 AX0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0550'10.0 MI SE FROM EL CAMPO.
 AX0550'TO REACH THE BENCH MARK FROM THE EL CAMPO FIRE STATION.  GO SOUTHEAST
 AX0550'7.1 MILES ALONG STATE HIGHWAY 71 TO THE INTERSECTION OF GRADED ROAD
 AX0550'RUNNING EAST, THENCE EAST (LEFT) ON THE GRADED ROAD 3.0 MILES TO THE
 AX0550'SITE OF THE MARK.  BENCH MARK IS ABOUT 0.1 MILE EAST OF SMALL CONCRETE
 AX0550'CULVERT AT A PRIVATE ROAD RUNNING NORTH, 29.0 FEET NORTH OF AND ABOUT
 AX0550'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET EAST OF 4X4
 AX0550'INCH WOODEN MARKER POST, AND 1.0 FOOT NORTH OF RIGHT OF WAY FENCE.
 AX0550'MONUMENT PROJECTS ABOUT 0.5 FOOT.  A STANDARD DISK SET IN TOP OF A
 AX0550'CONCRETE POST, STAMPED, C 574 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0533 ***********************************************************************
 AX0533  DESIGNATION -  C 575
 AX0533  PID         -  AX0533
 AX0533  STATE/COUNTY-  TX/WHARTON
 AX0533  USGS QUAD   -  EL CAMPO (1981)
 AX0533
 AX0533                         *CURRENT SURVEY CONTROL
 AX0533  ___________________________________________________________________
 AX0533* NAD 83(1986)-  29 09 42.     (N)    096 15 38.     (W)     SCALED    
 AX0533* NAVD 88     -        29.82   (+/-2cm)      97.8    (feet)  VERTCON   
 AX0533  ___________________________________________________________________
 AX0533  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0533
 AX0533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0533
 AX0533.The horizontal coordinates were scaled from a topographic map and have
 AX0533.an estimated accuracy of +/- 6 seconds.
 AX0533
 AX0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0533.The vertical order pertains to the NGVD 29 superseded value.
 AX0533
 AX0533.The geoid height was determined by GEOID03.
 AX0533
 AX0533;                    North         East    Units  Estimated Accuracy
 AX0533;SPC TXSC     - 4,150,340.      866,450.      MT  (+/- 180 meters Scaled)
 AX0533
 AX0533                          SUPERSEDED SURVEY CONTROL
 AX0533
 AX0533  NGVD 29 (??/??/92)   29.825  (m)           97.85   (f) ADJ UNCH    2 0
 AX0533
 AX0533.Superseded values are not recommended for survey control.
 AX0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0533.See file dsdata.txt to determine how the superseded data were derived.
 AX0533
 AX0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT664290(NAD 83)
 AX0533_MARKER: DB = BENCH MARK DISK
 AX0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0533_STAMPING: C 575 1941
 AX0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0533+STABILITY: SURFACE MOTION
 AX0533
 AX0533  HISTORY     - Date     Condition        Report By
 AX0533  HISTORY     - 1941     MONUMENTED       CGS
 AX0533
 AX0533                          STATION DESCRIPTION
 AX0533
 AX0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0533'2.5 MI SE FROM EL CAMPO.
 AX0533'TO REACH THE BENCH MARK THE FIRE STATION AT EL CAMPO-- GO 2.5 MILES
 AX0533'ALONG STATE HIGHWAY 71 IN A SOUTHEASTERLY DIRECTION TO THE
 AX0533'INTERSECTION OF THE ROAD WEST TO THE ELCO DEMONSTRATION FARM AND THE
 AX0533'SITE OF THE MARK.  BENCH MARK IS 56.0 FEET WEST OF AND ABOUT 1.0 FOOT
 AX0533'BELOW THE CENTERLINE OF THE HIGHWAY, 28.0 FEET NORTH OF THE CENTERLINE
 AX0533'OF THE EAST-WEST ROAD, 3.0 FEET SOUTH OF 4X4 INCH WOODEN MARKER POST.
 AX0533'MONUMENT PROJECTS ABOUT 0.6 FOOT, STAMPED C 575 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0523 ***********************************************************************
 AX0523  DESIGNATION -  C 576
 AX0523  PID         -  AX0523
 AX0523  STATE/COUNTY-  TX/MATAGORDA
 AX0523  USGS QUAD   -  LANE CITY SE (1980)
 AX0523
 AX0523                         *CURRENT SURVEY CONTROL
 AX0523  ___________________________________________________________________
 AX0523* NAD 83(1986)-  29 03 02.     (N)    096 06 38.     (W)     SCALED    
 AX0523* NAVD 88     -        21.65   (+/-2cm)      71.0    (feet)  VERTCON   
 AX0523  ___________________________________________________________________
 AX0523  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX0523
 AX0523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0523
 AX0523.The horizontal coordinates were scaled from a topographic map and have
 AX0523.an estimated accuracy of +/- 6 seconds.
 AX0523
 AX0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0523.The vertical order pertains to the NGVD 29 superseded value.
 AX0523
 AX0523.The geoid height was determined by GEOID03.
 AX0523
 AX0523;                    North         East    Units  Estimated Accuracy
 AX0523;SPC TXSC     - 4,138,380.      881,340.      MT  (+/- 180 meters Scaled)
 AX0523
 AX0523                          SUPERSEDED SURVEY CONTROL
 AX0523
 AX0523  NGVD 29 (??/??/92)   21.668  (m)           71.09   (f) ADJ UNCH    2 0
 AX0523
 AX0523.Superseded values are not recommended for survey control.
 AX0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0523.See file dsdata.txt to determine how the superseded data were derived.
 AX0523
 AX0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT813170(NAD 83)
 AX0523_MARKER: DB = BENCH MARK DISK
 AX0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0523_SP_SET: CULVERT
 AX0523_STAMPING: C 576 1941
 AX0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0523
 AX0523  HISTORY     - Date     Condition        Report By
 AX0523  HISTORY     - 1941     MONUMENTED       CGS
 AX0523  HISTORY     - 1971     GOOD             NGS
 AX0523  HISTORY     - 1971     GOOD             CGS
 AX0523
 AX0523                          STATION DESCRIPTION
 AX0523
 AX0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0523'7 0 MI NW FROM MARKHAM.
 AX0523'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARKHAM--
 AX0523'PROCEED 3.2 MILE NORTH ALONG PAVED ROAD TO THE INTERSECTION OF
 AX0523'CROSSROAD.  THENCE, TURN RIGHT AND GO 3.8 MILES ALONG ROAD TO PIERCE
 AX0523'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS SET HIRIZONTALLY IN THE
 AX0523'TOP OF THE SOUTH END OF THE WEST HEASWALL OF A 4X10-FOOT CONCRETE BOX
 AX0523'CULVERT UNDER ROAD.   IT IS 15.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE
 AX0523'THE CENTERLINE OF THE ROAD.
 AX0523
 AX0523                          STATION RECOVERY (1971)
 AX0523
 AX0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX0523'RECOVERED IN GOOD CONDITION.
 AX0523
 AX0523                          STATION RECOVERY (1971)
 AX0523
 AX0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1971
 AX0523'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0523'STATION AT MARKHAM, PROCEED 3.15 MILES NORTHWESTERLY ALONG A PAVED
 AX0523'ROAD TO AN OILED SIDE ROAD INTERSECTION LEADING NORTH TO PIERCE,
 AX0523'THENCE 3.9 MILES NORTHERLY ALONG AN OILED AND DIRT ROAD TO SITE OF
 AX0523'BENCH MARK. BENCH MARK IS 16.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 AX0523'ELEVATION AS THE CENTERLINE OF ROAD AND SET HORIZONTALLY IN THE
 AX0523'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT OVER A
 AX0523'DRAINAGE DITCH. A DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0524 ***********************************************************************
 AX0524  DESIGNATION -  C 576 RESET 1971
 AX0524  PID         -  AX0524
 AX0524  STATE/COUNTY-  TX/MATAGORDA
 AX0524  USGS QUAD   -  LANE CITY SE (1980)
 AX0524
 AX0524                         *CURRENT SURVEY CONTROL
 AX0524  ___________________________________________________________________
 AX0524* NAD 83(1986)-  29 03 01.     (N)    096 06 39.     (W)     SCALED    
 AX0524* NAVD 88     -        21.08   (+/-2cm)      69.2    (feet)  VERTCON   
 AX0524  ___________________________________________________________________
 AX0524  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX0524
 AX0524  VERT ORDER  -  THIRD (See Below)
 AX0524
 AX0524.The horizontal coordinates were scaled from a topographic map and have
 AX0524.an estimated accuracy of +/- 6 seconds.
 AX0524
 AX0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0524.The vertical order pertains to the NGVD 29 superseded value.
 AX0524
 AX0524.The geoid height was determined by GEOID03.
 AX0524
 AX0524;                    North         East    Units  Estimated Accuracy
 AX0524;SPC TXSC     - 4,138,350.      881,320.      MT  (+/- 180 meters Scaled)
 AX0524
 AX0524                          SUPERSEDED SURVEY CONTROL
 AX0524
 AX0524  NGVD 29 (??/??/??)   21.10   (m)           69.2    (f) RESET       3  
 AX0524
 AX0524.Superseded values are not recommended for survey control.
 AX0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0524.See file dsdata.txt to determine how the superseded data were derived.
 AX0524
 AX0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT813170(NAD 83)
 AX0524_MARKER: DB = BENCH MARK DISK
 AX0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0524_STAMPING: C 576 RESET 1971
 AX0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0524+STABILITY: SURFACE MOTION
 AX0524
 AX0524  HISTORY     - Date     Condition        Report By
 AX0524  HISTORY     - 1971     MONUMENTED       NGS
 AX0524
 AX0524                          STATION DESCRIPTION
 AX0524
 AX0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX0524'6.9 MI NW FROM MARKHAM.
 AX0524'ABOUT 3 MILES NORTHWEST ON FARM 1468 FROM THE POST OFFICE IN MARKHAM,
 AX0524'THEN 3.9 MILES NORTH ALONG FARM ROAD 3184 TO MARK ON THE LEFT, 150
 AX0524'FEET SOUTH OF THE SOUTH EDGE OF CANAL, 110 FEET SOUTH OF A HI-LINE
 AX0524'POLE, ALSO OFFSET IN FENCE-LINE, 54 FEET EAST OF THE CENTER OF FARM
 AX0524'ROAD, 30 FEET NORTH OF THE NORTH EDGE OF DRAINAGE DITCH, 3 FEET SOUTH
 AX0524'OF THE SOUTH END OF GATE, 1.4 FEET NORTH OF A METAL WITNESS POST, 1
 AX0524'FOOT NORTH OF FENCE-LINE SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 AX0524'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0452 ***********************************************************************
 AV0452  DESIGNATION -  C 58
 AV0452  PID         -  AV0452
 AV0452  STATE/COUNTY-  TX/JEFFERSON
 AV0452  USGS QUAD   -  TEXAS POINT (1993)
 AV0452
 AV0452                         *CURRENT SURVEY CONTROL
 AV0452  ___________________________________________________________________
 AV0452* NAD 83(1986)-  29 43 04.     (N)    093 52 20.     (W)     SCALED    
 AV0452* NAVD 88     -         1.96   (+/-2cm)       6.4    (feet)  VERTCON   
 AV0452  ___________________________________________________________________
 AV0452  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AV0452
 AV0452  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0452
 AV0452.The horizontal coordinates were scaled from a topographic map and have
 AV0452.an estimated accuracy of +/- 6 seconds.
 AV0452
 AV0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0452.The vertical order pertains to the NGVD 29 superseded value.
 AV0452
 AV0452.The geoid height was determined by GEOID03.
 AV0452
 AV0452;                    North         East    Units  Estimated Accuracy
 AV0452;SPC TXSC     - 4,219,720.    1,095,940.      MT  (+/- 180 meters Scaled)
 AV0452
 AV0452                          SUPERSEDED SURVEY CONTROL
 AV0452
 AV0452  NGVD 29 (??/??/??)    1.949  (m)            6.39   (f) ADJUSTED    1 2
 AV0452
 AV0452.Superseded values are not recommended for survey control.
 AV0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0452.See file dsdata.txt to determine how the superseded data were derived.
 AV0452
 AV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN156878(NAD 83)
 AV0452_MARKER: DB = BENCH MARK DISK
 AV0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AV0452_SP_SET: FOUNDATION
 AV0452_STAMPING: C 58 1918 ELEV 6.936 FT
 AV0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0452
 AV0452  HISTORY     - Date     Condition        Report By
 AV0452  HISTORY     - 1918     MONUMENTED       CGS
 AV0452  HISTORY     - 1958     GOOD             CGS
 AV0452  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0452  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0452  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AV0452  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 AV0452  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0452  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0452  HISTORY     - 20050316 MARK NOT FOUND   USPSQD
 AV0452
 AV0452                          STATION DESCRIPTION
 AV0452
 AV0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0452'3.0 MI SE FROM SABINE PASS.
 AV0452'ABOUT 0.55 MILE NORTHEAST ALONG AN OILED ROAD FROM THE DICK DOWLING
 AV0452'MONUMENT AT SABINE PASS, THENCE ABOUT 1.95 MILES SOUTHEAST ALONG AN
 AV0452'OILED ROAD, THENCE ABOUT 0.4 MILE SOUTHWEST ALONG AN OILED ROAD,
 AV0452'THENCE ABOUT 0.1 MILE SOUTHEAST ALONG A SHELL ROAD, SET VERTICALLY IN
 AV0452'THE NORTHWEST FACE AT THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION
 AV0452'OF AN OLD SCHOOL BUILDING, ABOUT 3 FEET ABOVE THE GROUND.
 AV0452
 AV0452                          STATION RECOVERY (1984)
 AV0452
 AV0452'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0452'MARK NOT FOUND.
 AV0452
 AV0452                          STATION RECOVERY (1987)
 AV0452
 AV0452'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0452'MARK NOT FOUND.
 AV0452
 AV0452                          STATION RECOVERY (1990)
 AV0452
 AV0452'RECOVERY NOTE BY US POWER SQUADRON 1990 (GBW)
 AV0452'MARK NOT FOUND.
 AV0452
 AV0452                          STATION RECOVERY (1994)
 AV0452
 AV0452'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0452'MARK NOT FOUND.
 AV0452
 AV0452                          STATION RECOVERY (2001)
 AV0452
 AV0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0452'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0452
 AV0452                          STATION RECOVERY (2001)
 AV0452
 AV0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0452'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0452
 AV0452                          STATION RECOVERY (2005)
 AV0452
 AV0452'RECOVERY NOTE BY US POWER SQUADRON 2005
 AV0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0205 ***********************************************************************
 AM0205  DESIGNATION -  C 580
 AM0205  PID         -  AM0205
 AM0205  STATE/COUNTY-  TX/MATAGORDA
 AM0205  USGS QUAD   -  BAY CITY (1972)
 AM0205
 AM0205                         *CURRENT SURVEY CONTROL
 AM0205  ___________________________________________________________________
 AM0205* NAD 83(1986)-  28 58 57.     (N)    095 58 58.     (W)     SCALED    
 AM0205* NAVD 88     -        15.30   (+/-2cm)      50.2    (feet)  VERTCON   
 AM0205  ___________________________________________________________________
 AM0205  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AM0205
 AM0205  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0205
 AM0205.The horizontal coordinates were scaled from a topographic map and have
 AM0205.an estimated accuracy of +/- 6 seconds.
 AM0205
 AM0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0205.The vertical order pertains to the NGVD 29 superseded value.
 AM0205
 AM0205.The geoid height was determined by GEOID03.
 AM0205
 AM0205;                    North         East    Units  Estimated Accuracy
 AM0205;SPC TXSC     - 4,131,150.      893,980.      MT  (+/- 180 meters Scaled)
 AM0205
 AM0205                          SUPERSEDED SURVEY CONTROL
 AM0205
 AM0205  NGVD 29 (??/??/92)   15.326  (m)           50.28   (f) ADJ UNCH    1 2
 AM0205
 AM0205.Superseded values are not recommended for survey control.
 AM0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0205.See file dsdata.txt to determine how the superseded data were derived.
 AM0205
 AM0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN093097(NAD 83)
 AM0205_MARKER: DB = BENCH MARK DISK
 AM0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0205_SP_SET: ABUTMENT
 AM0205_STAMPING: C 580 1941
 AM0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0205
 AM0205  HISTORY     - Date     Condition        Report By
 AM0205  HISTORY     - 1941     MONUMENTED       CGS
 AM0205  HISTORY     - 1942     GOOD             NGS
 AM0205  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0205  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AM0205
 AM0205                          STATION DESCRIPTION
 AM0205
 AM0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AM0205'0.7 MI W FROM BAY CITY.
 AM0205'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT BAY
 AM0205'CITY, MATAGORDA COUNTY, AT A CONCRETE BRIDGE OVER A DRAINAGE DITCH, IN
 AM0205'THE TOP OF THE WEST ABUTMENT, 7 FEET SOUTH OF THE NORTH END, 16 FEET
 AM0205'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN
 AM0205'THE HIGHWAY.  A TEXAS RECLAMATION DEPARTMENT STANDARD DISK, STAMPED C
 AM0205'580 1941.
 AM0205
 AM0205                          STATION RECOVERY (1996)
 AM0205
 AM0205'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0205'MARK NOT FOUND.
 AM0205
 AM0205                          STATION RECOVERY (2004)
 AM0205
 AM0205'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0243 ***********************************************************************
 AN0243  DESIGNATION -  C 581
 AN0243  PID         -  AN0243
 AN0243  STATE/COUNTY-  TX/MATAGORDA
 AN0243  USGS QUAD   -  BLESSING SE (1995)
 AN0243
 AN0243                         *CURRENT SURVEY CONTROL
 AN0243  ___________________________________________________________________
 AN0243* NAD 83(1986)-  28 51 29.     (N)    096 04 03.     (W)     SCALED    
 AN0243* NAVD 88     -        11.96   (+/-2cm)      39.2    (feet)  VERTCON   
 AN0243  ___________________________________________________________________
 AN0243  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN0243
 AN0243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0243
 AN0243.The horizontal coordinates were scaled from a topographic map and have
 AN0243.an estimated accuracy of +/- 6 seconds.
 AN0243
 AN0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0243.The vertical order pertains to the NGVD 29 superseded value.
 AN0243
 AN0243.The geoid height was determined by GEOID03.
 AN0243
 AN0243;                    North         East    Units  Estimated Accuracy
 AN0243;SPC TXSC     - 4,117,150.      886,070.      MT  (+/- 180 meters Scaled)
 AN0243
 AN0243                          SUPERSEDED SURVEY CONTROL
 AN0243
 AN0243  NGVD 29 (??/??/92)   12.007  (m)           39.39   (f) ADJ UNCH    2 0
 AN0243
 AN0243.Superseded values are not recommended for survey control.
 AN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0243.See file dsdata.txt to determine how the superseded data were derived.
 AN0243
 AN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS860957(NAD 83)
 AN0243_MARKER: DB = BENCH MARK DISK
 AN0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0243_STAMPING: C 581 1941
 AN0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0243+STABILITY: SURFACE MOTION
 AN0243
 AN0243  HISTORY     - Date     Condition        Report By
 AN0243  HISTORY     - 1941     MONUMENTED       CGS
 AN0243  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0243
 AN0243                          STATION DESCRIPTION
 AN0243
 AN0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0243'3.2 MI SW FROM BUCKEYE.
 AN0243'3.2 MILES SOUTHWEST ALONG THE COUNTY CANAL ROAD FROM THE ST. LOUIS,
 AN0243'BROWNSVILLE AND MEXICO RAILWAY STATION AT BUCKEYE, MATAGORDA COUNTY,
 AN0243'0.3 MILE SOUTH OF A ROAD INTERSECTION, 26 FEET WEST OF THE CENTER LINE
 AN0243'OF THE ROAD, 3 FEET WEST OF A FENCE, 3 FEET NORTH OF A WHITE WOODEN
 AN0243'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 AN0243'STAMPED C 581 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0243'0.6 FOOT ABOVE GROUND.
 AN0243
 AN0243                          STATION RECOVERY (1991)
 AN0243
 AN0243'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0293 ***********************************************************************
 AN0293  DESIGNATION -  C 583
 AN0293  PID         -  AN0293
 AN0293  STATE/COUNTY-  TX/MATAGORDA
 AN0293  USGS QUAD   -  PALACIOS POINT (1973)
 AN0293
 AN0293                         *CURRENT SURVEY CONTROL
 AN0293  ___________________________________________________________________
 AN0293* NAD 83(1986)-  28 35 38.     (N)    096 13 51.     (W)     SCALED    
 AN0293* NAVD 88     -         1.34   (+/-2cm)       4.4    (feet)  VERTCON   
 AN0293  ___________________________________________________________________
 AN0293  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AN0293
 AN0293  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0293
 AN0293.The horizontal coordinates were scaled from a topographic map and have
 AN0293.an estimated accuracy of +/- 6 seconds.
 AN0293
 AN0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0293.The vertical order pertains to the NGVD 29 superseded value.
 AN0293
 AN0293.The geoid height was determined by GEOID03.
 AN0293
 AN0293;                    North         East    Units  Estimated Accuracy
 AN0293;SPC TXSC     - 4,087,500.      870,830.      MT  (+/- 180 meters Scaled)
 AN0293
 AN0293                          SUPERSEDED SURVEY CONTROL
 AN0293
 AN0293  NGVD 29 (??/??/92)    1.424  (m)            4.67   (f) ADJ UNCH    2 0
 AN0293
 AN0293.Superseded values are not recommended for survey control.
 AN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0293.See file dsdata.txt to determine how the superseded data were derived.
 AN0293
 AN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS708661(NAD 83)
 AN0293_MARKER: DB = BENCH MARK DISK
 AN0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0293_STAMPING: C 583 1941
 AN0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0293+STABILITY: SURFACE MOTION
 AN0293
 AN0293  HISTORY     - Date     Condition        Report By
 AN0293  HISTORY     - 1941     MONUMENTED       CGS
 AN0293
 AN0293                          STATION DESCRIPTION
 AN0293
 AN0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0293'11.6 MI SW FROM COLLEGEPORT.
 AN0293'11.6 MILES SOUTHWEST OF COLLEGEPORT, MATAGORDA COUNTY.  THIS BENCH
 AN0293'MARK MAY BE REACHED FROM THE SCHOOL BY GOING 0.6 MILE EAST ALONG A
 AN0293'PAVED COUNTY ROAD, THENCE 9.0 MILES SOUTH ALONG THE OYSTER LAKE ROAD
 AN0293'TO OYSTER LAKE, CROSS THE BRIDGE ONTO THE SAVAGE PROPERTY AND GO 0.9
 AN0293'MILE TO A FORK IN THE ROAD, THENCE RIGHT 1.1 MILES ALONG THE BEACH
 AN0293'ROAD.  IT IS 146 FEET NORTHWEST OF THE BANK OF THE CANAL, 40 FEET
 AN0293'NORTHEAST OF THE HIGH-WATERMARK OF MATAGORDA BAY, SURROUNDED BY LOW
 AN0293'CACTUS, 12 FEET NORTHWEST OF A 5-FOOT PRICKLY PEAR TREE, AND 4 FEET
 AN0293'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C
 AN0293'583 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AN0293'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0161 ***********************************************************************
 AN0161  DESIGNATION -  C 584
 AN0161  PID         -  AN0161
 AN0161  STATE/COUNTY-  TX/MATAGORDA
 AN0161  USGS QUAD   -  TURTLE BAY (1995)
 AN0161
 AN0161                         *CURRENT SURVEY CONTROL
 AN0161  ___________________________________________________________________
 AN0161* NAD 83(1986)-  28 43 02.     (N)    096 15 05.     (W)     SCALED    
 AN0161* NAVD 88     -         2.99   (+/-2cm)       9.8    (feet)  VERTCON   
 AN0161  ___________________________________________________________________
 AN0161  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN0161
 AN0161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0161
 AN0161.The horizontal coordinates were scaled from a topographic map and have
 AN0161.an estimated accuracy of +/- 6 seconds.
 AN0161
 AN0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0161.The vertical order pertains to the NGVD 29 superseded value.
 AN0161
 AN0161.The geoid height was determined by GEOID03.
 AN0161
 AN0161;                    North         East    Units  Estimated Accuracy
 AN0161;SPC TXSC     - 4,101,120.      868,500.      MT  (+/- 180 meters Scaled)
 AN0161
 AN0161                          SUPERSEDED SURVEY CONTROL
 AN0161
 AN0161  NGVD 29 (??/??/92)    3.060  (m)           10.04   (f) ADJ UNCH    2 0
 AN0161
 AN0161.Superseded values are not recommended for survey control.
 AN0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0161.See file dsdata.txt to determine how the superseded data were derived.
 AN0161
 AN0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS684797(NAD 83)
 AN0161_MARKER: DB = BENCH MARK DISK
 AN0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0161_STAMPING: C 584 1941
 AN0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0161+STABILITY: SURFACE MOTION
 AN0161
 AN0161  HISTORY     - Date     Condition        Report By
 AN0161  HISTORY     - 1941     MONUMENTED       CGS
 AN0161
 AN0161                          STATION DESCRIPTION
 AN0161
 AN0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0161'2.7 MI W FROM PALACIOS.
 AN0161'2.7 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0161'RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, AT CAMP HULEN AIRPORT,
 AN0161'AT THE NORTHWEST CORNER OF THE LANDING FIELD, 54 FEET SOUTH OF THE
 AN0161'CENTER LINE OF THE HIGHWAY, IN LINE WITH A ROW OF LIGHTS AND MARKERS
 AN0161'ALONG THE WEST SIDE OF THE FIELD, 1 FOOT NORTH OF THE RESERVATION LINE
 AN0161'FENCE, 4 FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN A
 AN0161'NORTH-AND-SOUTH FENCE LINE.  A STANDARD DISK, STAMPED C 584 1941 AND
 AN0161'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4459 ***********************************************************************
 AW4459  DESIGNATION -  C 586
 AW4459  PID         -  AW4459
 AW4459  STATE/COUNTY-  TX/BRAZORIA
 AW4459  USGS QUAD   -  SWEENY (1972)
 AW4459
 AW4459                         *CURRENT SURVEY CONTROL
 AW4459  ___________________________________________________________________
 AW4459* NAD 83(1986)-  29 00 41.     (N)    095 39 23.     (W)     SCALED    
 AW4459* NAVD 88     -         9.08   (+/-2cm)      29.8    (feet)  VERTCON   
 AW4459  ___________________________________________________________________
 AW4459  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW4459
 AW4459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4459
 AW4459.The horizontal coordinates were scaled from a topographic map and have
 AW4459.an estimated accuracy of +/- 6 seconds.
 AW4459
 AW4459.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4459.The vertical order pertains to the NGVD 29 superseded value.
 AW4459
 AW4459.The geoid height was determined by GEOID03.
 AW4459
 AW4459;                    North         East    Units  Estimated Accuracy
 AW4459;SPC TXSC     - 4,135,220.      925,680.      MT  (+/- 180 meters Scaled)
 AW4459
 AW4459                          SUPERSEDED SURVEY CONTROL
 AW4459
 AW4459  NGVD 29 (??/??/92)    9.11   (m)           29.9    (f) COMPUTED    2 0
 AW4459
 AW4459.Superseded values are not recommended for survey control.
 AW4459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4459.See file dsdata.txt to determine how the superseded data were derived.
 AW4459
 AW4459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN412121(NAD 83)
 AW4459_MARKER: DB = BENCH MARK DISK
 AW4459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4459_STAMPING: C 586 1941
 AW4459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4459+STABILITY: SURFACE MOTION
 AW4459
 AW4459  HISTORY     - Date     Condition        Report By
 AW4459  HISTORY     - 1941     MONUMENTED       CGS
 AW4459  HISTORY     - 1943     GOOD             NGS
 AW4459
 AW4459                          STATION DESCRIPTION
 AW4459
 AW4459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4459'0.3 MI E FROM SWEENY.
 AW4459'0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AW4459'SWEENY, THENCE 2.9 MILES SOUTHEAST ALONG A SHELL ROAD.  1.0 MILE
 AW4459'NORTHWEST OF THE ROAD INTERSECTION OF FOUR CORNERS, 38 FEET WEST OF
 AW4459'THE CENTERLINE OF THE ROAD, 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AW4459'OF A WHITE FARMHOUSE ON THE WEST SIDE OF THE ROAD, 2.5 FEET NORTHWEST
 AW4459'OF A POWER-LINE POLE CARRYING LEAD WIRES TO THE HOUSE, 3 FEET EAST OF
 AW4459'A WHITE WOODEN WITNESS POST, AND ABOUT 1-1/2 FEET HIGHER THAN THE
 AW4459'SHELL ROAD.  A STANDARD DISK, STAMPED C 586 1941 AND SET IN THE TOP OF
 AW4459'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0254 ***********************************************************************
 AM0254  DESIGNATION -  C 587
 AM0254  PID         -  AM0254
 AM0254  STATE/COUNTY-  TX/BRAZORIA
 AM0254  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0254
 AM0254                         *CURRENT SURVEY CONTROL
 AM0254  ___________________________________________________________________
 AM0254* NAD 83(1986)-  28 54 01.     (N)    095 31 36.     (W)     SCALED    
 AM0254* NAVD 88     -         0.80   (+/-2cm)       2.6    (feet)  VERTCON   
 AM0254  ___________________________________________________________________
 AM0254  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AM0254
 AM0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0254
 AM0254.The horizontal coordinates were scaled from a topographic map and have
 AM0254.an estimated accuracy of +/- 6 seconds.
 AM0254
 AM0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0254.The vertical order pertains to the NGVD 29 superseded value.
 AM0254
 AM0254.The geoid height was determined by GEOID03.
 AM0254
 AM0254;                    North         East    Units  Estimated Accuracy
 AM0254;SPC TXSC     - 4,123,280.      938,680.      MT  (+/- 180 meters Scaled)
 AM0254
 AM0254                          SUPERSEDED SURVEY CONTROL
 AM0254
 AM0254  NGVD 29 (??/??/92)    0.830  (m)            2.72   (f) ADJ UNCH    2 0
 AM0254
 AM0254.Superseded values are not recommended for survey control.
 AM0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0254.See file dsdata.txt to determine how the superseded data were derived.
 AM0254
 AM0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM536995(NAD 83)
 AM0254_MARKER: DB = BENCH MARK DISK
 AM0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0254_STAMPING: C 587 1942
 AM0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0254+STABILITY: SURFACE MOTION
 AM0254
 AM0254  HISTORY     - Date     Condition        Report By
 AM0254  HISTORY     - 1942     MONUMENTED       CGS
 AM0254  HISTORY     - 1967     GOOD             NGS
 AM0254
 AM0254                          STATION DESCRIPTION
 AM0254
 AM0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AM0254'15.4 MI E FROM SARGENT.
 AM0254'IN BRAZORIA COUNTY, 4.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE
 AM0254'POST OFFICE AT CEDAR LAKE, MATAGORDA COUNTY, THENCE 5.4 MILES
 AM0254'SOUTHEAST ALONG ANOTHER COUNTY ROAD, 0.9 MILE NORTHWEST OF THE
 AM0254'JUNCTION OF A ROAD LEADING NORTH, 0.7 MILE NORTHWEST OF A CATTLE
 AM0254'GUARD, 0.4 MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING NORTHEAST,
 AM0254'0.2 MILE SOUTHEAST OF A CURVE IN THE ROAD, 42 FEET NORTHEAST OF THE
 AM0254'CENTERLINE OF THE ROAD, 11 FEET NORTHWEST OF A GATE, 1 FOOT SOUTHWEST
 AM0254'OF A FENCE, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 AM0254'WITH THE ROAD.  A STANDARD DISK, STAMPED C 587 1942 AND SET IN THE TOP
 AM0254'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND. NOTE-- ABOUT 2.6
 AM0254'MILES NORTH ALONG F.M. HIGHWAY 457 FROM THE POST OFFICE IN SARGENT,
 AM0254'THENCE 8.8 MILES NORTHEAST ALONG F.M. HIGHWAY 2611, THENCE 4.0 MILES
 AM0254'SOUTHEAST ALONG F.M. HIGHWAY 2918 TO SITE OF MARK, 60 FEET NORTHEAST
 AM0254'OF CENTER LINE OF HIGHWAY, AT THE NORTHWEST SIDE OF A GATE, AND UNDER
 AM0254'THE RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0766 ***********************************************************************
 AH0766  DESIGNATION -  C 588
 AH0766  PID         -  AH0766
 AH0766  STATE/COUNTY-  TX/SAN PATRICIO
 AH0766  USGS QUAD   -  ODEM (1975)
 AH0766
 AH0766                         *CURRENT SURVEY CONTROL
 AH0766  ___________________________________________________________________
 AH0766* NAD 83(1986)-  27 53 35.     (N)    097 31 03.     (W)     SCALED    
 AH0766* NAVD 88     -         1.86   (+/-2cm)       6.1    (feet)  VERTCON   
 AH0766  ___________________________________________________________________
 AH0766  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AH0766
 AH0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0766
 AH0766.The horizontal coordinates were scaled from a topographic map and have
 AH0766.an estimated accuracy of +/- 6 seconds.
 AH0766
 AH0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0766.The vertical order pertains to the NGVD 29 superseded value.
 AH0766
 AH0766.The geoid height was determined by GEOID03.
 AH0766
 AH0766;                    North         East    Units  Estimated Accuracy
 AH0766;SPC TX S     - 5,247,050.      396,740.      MT  (+/- 180 meters Scaled)
 AH0766
 AH0766                          SUPERSEDED SURVEY CONTROL
 AH0766
 AH0766  NGVD 29 (??/??/92)    2.036  (m)            6.68   (f) ADJ UNCH    2 0
 AH0766
 AH0766.Superseded values are not recommended for survey control.
 AH0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0766.See file dsdata.txt to determine how the superseded data were derived.
 AH0766
 AH0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR459862(NAD 83)
 AH0766_MARKER: DB = BENCH MARK DISK
 AH0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0766_STAMPING: C 588 1942
 AH0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0766+STABILITY: SURFACE MOTION
 AH0766
 AH0766  HISTORY     - Date     Condition        Report By
 AH0766  HISTORY     - 1942     MONUMENTED       CGS
 AH0766  HISTORY     - 1953     MARK NOT FOUND   NGS
 AH0766
 AH0766                          STATION DESCRIPTION
 AH0766
 AH0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0766'8.4 MI SE FROM ODEM.
 AH0766'8.4 MILES SOUTHEAST OF ODEM, SAN PATRICIO COUNTY.  THIS BENCH MARK MAY
 AH0766'BE REACHED FROM THE SAN ANTONIO, UVALDE AND GULF RAILROAD STATION BY
 AH0766'GOING 2.7 MILES EAST ALONG FARM ROAD 631, THENCE 1.5 MILES SOUTH ALONG
 AH0766'A PAVED ROAD TO A PRIVATE ROAD LEADING TO THE OLD TURNER RANCH HOUSE,
 AH0766'THENCE 1.0 MILE SOUTH TO A GATE AND 0.4 MILE WEST TO THE RANCH HOUSE,
 AH0766'AND THENCE 2.8 MILES SOUTHEAST ALONG AN OLD ROAD AND A TRAIL AT THE
 AH0766'BASE OF THE BLUFF ALONG NUECES BAY.  IT IS 0.25 MILE WEST OF THE POINT
 AH0766'WHERE THE ROAD CROSSES THE WIDE SANDY FLAT MOUTH OF AN ARROYO, 0.15
 AH0766'MILE EAST OF A WATER HOLE FOR CATTLE, 0.1 MILE WEST OF ANOTHER WATER
 AH0766'HOLE, 90 FEET SOUTH OF THE EDGE OF MESQUITE, 37 FEET NORTH OF THE
 AH0766'CENTERLINE OF THE DIM ROAD, 6 FEET SOUTH OF A MESQUITE TREE AT THE END
 AH0766'OF GREEN BRUSH PROJECTING AT RIGHT ANGLES TO THE BLUFF, 3 FEET SOUTH
 AH0766'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A STANDARD
 AH0766'DISK, STAMPED C 588 1942 AND SET IN THE TOP OF A CONCRETE POST
 AH0766'PROJECTING 0.8 FOOT ABOVE GROUND.
 AH0766
 AH0766                          STATION RECOVERY (1953)
 AH0766
 AH0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AH0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0781 ***********************************************************************
 AH0781  DESIGNATION -  C 589
 AH0781  PID         -  AH0781
 AH0781  STATE/COUNTY-  TX/NUECES
 AH0781  USGS QUAD   -  ANNAVILLE (1975)
 AH0781
 AH0781                         *CURRENT SURVEY CONTROL
 AH0781  ___________________________________________________________________
 AH0781* NAD 83(1986)-  27 49 48.     (N)    097 32 03.     (W)     SCALED    
 AH0781* NAVD 88     -        18.81   (+/-2cm)      61.7    (feet)  VERTCON   
 AH0781  ___________________________________________________________________
 AH0781  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH0781
 AH0781  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0781
 AH0781.The horizontal coordinates were scaled from a topographic map and have
 AH0781.an estimated accuracy of +/- 6 seconds.
 AH0781
 AH0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0781.The vertical order pertains to the NGVD 29 superseded value.
 AH0781
 AH0781.The geoid height was determined by GEOID03.
 AH0781
 AH0781;                    North         East    Units  Estimated Accuracy
 AH0781;SPC TX S     - 5,240,050.      395,150.      MT  (+/- 180 meters Scaled)
 AH0781
 AH0781                          SUPERSEDED SURVEY CONTROL
 AH0781
 AH0781  NGVD 29 (??/??/92)   18.976  (m)           62.26   (f) ADJ UNCH    1 2
 AH0781
 AH0781.Superseded values are not recommended for survey control.
 AH0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0781.See file dsdata.txt to determine how the superseded data were derived.
 AH0781
 AH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR443792(NAD 83)
 AH0781_MARKER: DB = BENCH MARK DISK
 AH0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0781_SP_SET: CULVERT
 AH0781_STAMPING: C 589 1942
 AH0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0781
 AH0781  HISTORY     - Date     Condition        Report By
 AH0781  HISTORY     - 1942     MONUMENTED       CGS
 AH0781  HISTORY     - 1951     GOOD             NGS
 AH0781  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0781
 AH0781                          STATION DESCRIPTION
 AH0781
 AH0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0781'3.0 MI N FROM CLARKWOOD.
 AH0781'TO REACH FROM THE CITY WATER TANK AT CLARKWOOD-- PROCEED 3.0 MILES
 AH0781'NORTHERLY ALONG COUNTY ROAD TO THE INTERSECTION OF OLD HIGHWAY NO. 9
 AH0781'AND THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 545.0 FEET
 AH0781'SOUTHEAST OF THE INTERSECTION OF ROAD LEADING SOUTH WITH OLD HIGHWAY,
 AH0781'SET HORIZONTALLY IN THE NORTH CONCRETE HEADWALL OF CULVERT UNDER THE
 AH0781'HIGHWAY.  IT IS 18.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AH0781'CENTERLINE OF THE HIGHWAY.
 AH0781
 AH0781                          STATION RECOVERY (1951)
 AH0781
 AH0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0781'RECOVERED IN GOOD CONDITION.
 AH0781
 AH0781                          STATION RECOVERY (2001)
 AH0781
 AH0781'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0781'WATER TANK GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0774 ***********************************************************************
 AB0774  DESIGNATION -  C 59
 AB0774  PID         -  AB0774
 AB0774  STATE/COUNTY-  TX/CAMERON
 AB0774  USGS QUAD   -  LA FERIA (1970)
 AB0774
 AB0774                         *CURRENT SURVEY CONTROL
 AB0774  ___________________________________________________________________
 AB0774* NAD 83(1986)-  26 10 24.     (N)    097 46 29.     (W)     SCALED    
 AB0774* NAVD 88     -        16.850  (meters)      55.28   (feet)  ADJUSTED  
 AB0774  ___________________________________________________________________
 AB0774  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AB0774  DYNAMIC HT  -          16.823 (meters)      55.19  (feet)  COMP
 AB0774  MODELED GRAV-     979,027.6   (mgal)                       NAVD 88
 AB0774
 AB0774  VERT ORDER  -  FIRST     CLASS II
 AB0774
 AB0774.The horizontal coordinates were scaled from a topographic map and have
 AB0774.an estimated accuracy of +/- 6 seconds.
 AB0774
 AB0774.The orthometric height was determined by differential leveling
 AB0774.and adjusted by the National Geodetic Survey in June 1991..
 AB0774
 AB0774.The geoid height was determined by GEOID03.
 AB0774
 AB0774.The dynamic height is computed by dividing the NAVD 88
 AB0774.geopotential number by the normal gravity value computed on the
 AB0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0774.degrees latitude (g = 980.6199 gals.).
 AB0774
 AB0774.The modeled gravity was interpolated from observed gravity values.
 AB0774
 AB0774;                    North         East    Units  Estimated Accuracy
 AB0774;SPC TX S     - 5,056,340.      372,510.      MT  (+/- 180 meters Scaled)
 AB0774
 AB0774                          SUPERSEDED SURVEY CONTROL
 AB0774
 AB0774.No superseded survey control is available for this station.
 AB0774
 AB0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP224954(NAD 83)
 AB0774_MARKER: DB = BENCH MARK DISK
 AB0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0774_SP_SET: SIPHON
 AB0774_STAMPING: C 59 1918 55.525
 AB0774_MARK LOGO: CGS   
 AB0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0774
 AB0774  HISTORY     - Date     Condition        Report By
 AB0774  HISTORY     - 1918     MONUMENTED       CGS
 AB0774  HISTORY     - 1963     GOOD             NGS
 AB0774  HISTORY     - 1981     GOOD             NGS
 AB0774  HISTORY     - 1987     GOOD             USPSQD
 AB0774  HISTORY     - 1988     GOOD             USPSQD
 AB0774  HISTORY     - 1988     GOOD             USPSQD
 AB0774  HISTORY     - 19910320 GOOD             USPSQD
 AB0774  HISTORY     - 19930212 GOOD             USPSQD
 AB0774  HISTORY     - 19950213 GOOD             USPSQD
 AB0774
 AB0774                          STATION DESCRIPTION
 AB0774
 AB0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0774'3.3 MI E FROM LA FERIA.
 AB0774'5.0 MILES WEST FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 AB0774'HARLINGEN, CAMERON COUNTY, 3.3 MILES EASTERLY ALONG THE MISSOURI
 AB0774'PACIFIC RAILROAD FROM THE OLD CAMERON COUNTY BANK BUILDING AT LA
 AB0774'FERIA, 1.1 MILES WEST OF THE STUART GRADE SCHOOL, 87 FEET WEST OF
 AB0774'MILEPOST A-5, 14 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AB0774'OF THE TRACKS, AND SET HORIZONTALLY IN A DRILL HOLE IN THE CENTER OF
 AB0774'THE NORTH HEADWALL OF CONCRETE CANAL SIPHON UNDER THE RAILROAD.
 AB0774
 AB0774                          STATION RECOVERY (1981)
 AB0774
 AB0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0774'11.4 KM (7.15 MI) WEST ALONG HARRISON AVENUE (U.S. HIGHWAY 83
 AB0774'BUSINESS) FROM THE JUNCTION OF COMMERCE STREET IN HARLINGEN, ALSO
 AB0774'5.3 KM (3.3 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB0774'OF FARM ROAD 506 IN LA FERIA, SET IN THE TOP CENTER OF THE NORTH
 AB0774'HEADWALL OF A CONCRETE CANAL SIPHON UNDER THE RAILROAD TRACKS, 26.5
 AB0774'METERS (87.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.3 METERS
 AB0774'(14.0 FT) NORTH OF THE NORTH RAIL OF THE MISSOURI PACIFIC RAILROAD.
 AB0774'THE MARK IS 0.31 M ABOVE TRACKS.
 AB0774
 AB0774                          STATION RECOVERY (1987)
 AB0774
 AB0774'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0774'RECOVERED IN GOOD CONDITION.
 AB0774
 AB0774                          STATION RECOVERY (1988)
 AB0774
 AB0774'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0774'RECOVERED IN GOOD CONDITION.
 AB0774
 AB0774                          STATION RECOVERY (1988)
 AB0774
 AB0774'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0774'RECOVERED IN GOOD CONDITION.
 AB0774
 AB0774                          STATION RECOVERY (1991)
 AB0774
 AB0774'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0774'RECOVERED IN GOOD CONDITION.
 AB0774
 AB0774                          STATION RECOVERY (1993)
 AB0774
 AB0774'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0774'RECOVERED IN GOOD CONDITION.
 AB0774
 AB0774                          STATION RECOVERY (1995)
 AB0774
 AB0774'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0814 ***********************************************************************
 AN0814  DESIGNATION -  C 591
 AN0814  PID         -  AN0814
 AN0814  STATE/COUNTY-  TX/VICTORIA
 AN0814  USGS QUAD   -  GREEN LAKE (1995)
 AN0814
 AN0814                         *CURRENT SURVEY CONTROL
 AN0814  ___________________________________________________________________
 AN0814* NAD 83(1986)-  28 36 46.     (N)    096 51 48.     (W)     SCALED    
 AN0814* NAVD 88     -        14.67   (+/-2cm)      48.1    (feet)  VERTCON   
 AN0814  ___________________________________________________________________
 AN0814  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0814
 AN0814  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0814
 AN0814.The horizontal coordinates were scaled from a topographic map and have
 AN0814.an estimated accuracy of +/- 6 seconds.
 AN0814
 AN0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0814.The vertical order pertains to the NGVD 29 superseded value.
 AN0814
 AN0814.The geoid height was determined by GEOID03.
 AN0814
 AN0814;                    North         East    Units  Estimated Accuracy
 AN0814;SPC TXSC     - 4,088,290.      808,940.      MT  (+/- 180 meters Scaled)
 AN0814
 AN0814                          SUPERSEDED SURVEY CONTROL
 AN0814
 AN0814  NGVD 29 (??/??/92)   14.798  (m)           48.55   (f) ADJ UNCH    2 0
 AN0814
 AN0814.Superseded values are not recommended for survey control.
 AN0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0814.See file dsdata.txt to determine how the superseded data were derived.
 AN0814
 AN0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS089669(NAD 83)
 AN0814_MARKER: DB = BENCH MARK DISK
 AN0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0814_STAMPING: C 591 1942
 AN0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0814+STABILITY: SURFACE MOTION
 AN0814
 AN0814  HISTORY     - Date     Condition        Report By
 AN0814  HISTORY     - 1942     MONUMENTED       CGS
 AN0814  HISTORY     - 1974     MARK NOT FOUND   NGS
 AN0814  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0814
 AN0814                          STATION DESCRIPTION
 AN0814
 AN0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0814'3.0 MI SE FROM BLOOMINGTON.
 AN0814'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 185 FROM THE ST. LOUIS,
 AN0814'BROWNSVILLE AND MEXICO RAILWAY STATION AT BLOOMINGTON, VICTORIA
 AN0814'COUNTY, AT THE JUNCTION OF A ROAD LEADING TO THE PORTILLA DRILLING CO.
 AN0814'SUPPLY YARD, 54 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 49
 AN0814'FEET NORTHEAST OF THE CENTERLINE OF THE ST. L.B.AND M. RY. TRACK, 25
 AN0814'FEET SOUTHEAST OF THE CENTERLINE OF THE SIDE ROAD, 16 FEET NORTHEAST
 AN0814'OF MILEPOST 3, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL
 AN0814'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 591 1942 AND SET IN THE
 AN0814'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0814
 AN0814                          STATION RECOVERY (1974)
 AN0814
 AN0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AN0814'MARK NOT FOUND.
 AN0814
 AN0814                          STATION RECOVERY (1988)
 AN0814
 AN0814'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0874 ***********************************************************************
 AN0874  DESIGNATION -  C 593 RESET 1958
 AN0874  PID         -  AN0874
 AN0874  STATE/COUNTY-  TX/CALHOUN
 AN0874  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0874
 AN0874                         *CURRENT SURVEY CONTROL
 AN0874  ___________________________________________________________________
 AN0874* NAD 83(1986)-  28 35 19.     (N)    096 40 56.     (W)     SCALED    
 AN0874* NAVD 88     -         7.26   (+/-2cm)      23.8    (feet)  VERTCON   
 AN0874  ___________________________________________________________________
 AN0874  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN0874
 AN0874  VERT ORDER  -  THIRD (See Below)
 AN0874
 AN0874.The horizontal coordinates were scaled from a topographic map and have
 AN0874.an estimated accuracy of +/- 6 seconds.
 AN0874
 AN0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0874.The vertical order pertains to the NGVD 29 superseded value.
 AN0874
 AN0874.The geoid height was determined by GEOID03.
 AN0874
 AN0874;                    North         East    Units  Estimated Accuracy
 AN0874;SPC TXSC     - 4,085,950.      826,700.      MT  (+/- 180 meters Scaled)
 AN0874
 AN0874                          SUPERSEDED SURVEY CONTROL
 AN0874
 AN0874  NGVD 29 (??/??/??)    7.38   (m)           24.2    (f) RESET       3  
 AN0874
 AN0874.Superseded values are not recommended for survey control.
 AN0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0874.See file dsdata.txt to determine how the superseded data were derived.
 AN0874
 AN0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS266646(NAD 83)
 AN0874_MARKER: DB = BENCH MARK DISK
 AN0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0874_SP_SET: CULVERT
 AN0874_STAMPING: C 593 RESET 1958
 AN0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0874
 AN0874  HISTORY     - Date     Condition        Report By
 AN0874  HISTORY     - 1958     MONUMENTED       TXHD
 AN0874  HISTORY     - 1987     GOOD             USPSQD
 AN0874  HISTORY     - 1987     GOOD             USPSQD
 AN0874  HISTORY     - 1988     GOOD             USPSQD
 AN0874  HISTORY     - 1988     GOOD             USPSQD
 AN0874  HISTORY     - 1988     GOOD             USPSQD
 AN0874  HISTORY     - 1988     GOOD             USPSQD
 AN0874  HISTORY     - 1989     GOOD             USPSQD
 AN0874  HISTORY     - 19980725 GOOD             USPSQD
 AN0874
 AN0874                          STATION DESCRIPTION
 AN0874
 AN0874'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AN0874'4.2 MI SW FROM PORT LAVACA.
 AN0874'THE MARK IS LOCATED ABOUT 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 35
 AN0874'FROM THE POST OFFICE AT PORT LAVACA, AT A LARGE CONCRETE CULVERT, IN
 AN0874'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL, 24.6 FEET
 AN0874'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 AN0874'HIGHWAY.
 AN0874
 AN0874                          STATION RECOVERY (1987)
 AN0874
 AN0874'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0874'RECOVERED IN GOOD CONDITION.
 AN0874
 AN0874                          STATION RECOVERY (1987)
 AN0874
 AN0874'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AN0874'RECOVERED IN GOOD CONDITION.
 AN0874
 AN0874                          STATION RECOVERY (1988)
 AN0874
 AN0874'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AN0874'RECOVERED IN GOOD CONDITION.
 AN0874
 AN0874                          STATION RECOVERY (1988)
 AN0874
 AN0874'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0874'RECOVERED IN GOOD CONDITION.
 AN0874
 AN0874                          STATION RECOVERY (1988)
 AN0874
 AN0874'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN0874'RECOVERED IN GOOD CONDITION.
 AN0874
 AN0874                          STATION RECOVERY (1988)
 AN0874
 AN0874'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0874'RECOVERED IN GOOD CONDITION.
 AN0874
 AN0874                          STATION RECOVERY (1989)
 AN0874
 AN0874'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0874'RECOVERED IN GOOD CONDITION.
 AN0874
 AN0874                          STATION RECOVERY (1998)
 AN0874
 AN0874'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0392 ***********************************************************************
 AN0392  DESIGNATION -  C 594
 AN0392  PID         -  AN0392
 AN0392  STATE/COUNTY-  TX/REFUGIO
 AN0392  USGS QUAD   -  AUSTWELL (1973)
 AN0392
 AN0392                         *CURRENT SURVEY CONTROL
 AN0392  ___________________________________________________________________
 AN0392* NAD 83(1986)-  28 24 07.     (N)    096 51 43.     (W)     SCALED    
 AN0392* NAVD 88     -         8.45   (+/-2cm)      27.7    (feet)  VERTCON   
 AN0392  ___________________________________________________________________
 AN0392  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN0392
 AN0392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0392
 AN0392.The horizontal coordinates were scaled from a topographic map and have
 AN0392.an estimated accuracy of +/- 6 seconds.
 AN0392
 AN0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0392.The vertical order pertains to the NGVD 29 superseded value.
 AN0392
 AN0392.The geoid height was determined by GEOID03.
 AN0392
 AN0392;                    North         East    Units  Estimated Accuracy
 AN0392;SPC TXSC     - 4,064,940.      809,510.      MT  (+/- 180 meters Scaled)
 AN0392
 AN0392                          SUPERSEDED SURVEY CONTROL
 AN0392
 AN0392  NGVD 29 (??/??/92)    8.571  (m)           28.12   (f) ADJ UNCH    2 0
 AN0392
 AN0392.Superseded values are not recommended for survey control.
 AN0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0392.See file dsdata.txt to determine how the superseded data were derived.
 AN0392
 AN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS094435(NAD 83)
 AN0392_MARKER: DB = BENCH MARK DISK
 AN0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0392_STAMPING: C 594 1942
 AN0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0392+STABILITY: SURFACE MOTION
 AN0392
 AN0392  HISTORY     - Date     Condition        Report By
 AN0392  HISTORY     - 1942     MONUMENTED       CGS
 AN0392  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0392  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN0392
 AN0392                          STATION DESCRIPTION
 AN0392
 AN0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0392'1.4 MI NW FROM AUSTWELL.
 AN0392'1.4 MILES NORTHWEST ALONG STATE HIGHWAY 113 FROM THE ST. LOUIS,
 AN0392'BROWNSVILLE AND MEXICO RAILWAY STATION AT AUSTWELL, REFUGIO COUNTY,
 AN0392'100 FEET EAST OF A ROAD INTERSECTION, 59 FEET NORTHEAST OF THE
 AN0392'CENTERLINE OF THE HIGHWAY, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AN0392'ST. L.B. AND M. RY. TRACK, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AN0392'POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 594 1942
 AN0392'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AN0392'GROUND.
 AN0392
 AN0392                          STATION RECOVERY (1988)
 AN0392
 AN0392'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0392'MARK NOT FOUND.
 AN0392
 AN0392                          STATION RECOVERY (1999)
 AN0392
 AN0392'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0135 ***********************************************************************
 AN0135  DESIGNATION -  C 596
 AN0135  PID         -  AN0135
 AN0135  STATE/COUNTY-  TX/JACKSON
 AN0135  USGS QUAD   -  TURTLE BAY (1995)
 AN0135
 AN0135                         *CURRENT SURVEY CONTROL
 AN0135  ___________________________________________________________________
 AN0135* NAD 83(1986)-  28 42 14.     (N)    096 21 25.     (W)     SCALED    
 AN0135* NAVD 88     -         3.32   (+/-2cm)      10.9    (feet)  VERTCON   
 AN0135  ___________________________________________________________________
 AN0135  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN0135
 AN0135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0135
 AN0135.The horizontal coordinates were scaled from a topographic map and have
 AN0135.an estimated accuracy of +/- 6 seconds.
 AN0135
 AN0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0135.The vertical order pertains to the NGVD 29 superseded value.
 AN0135
 AN0135.The geoid height was determined by GEOID03.
 AN0135
 AN0135;                    North         East    Units  Estimated Accuracy
 AN0135;SPC TXSC     - 4,099,400.      858,230.      MT  (+/- 180 meters Scaled)
 AN0135
 AN0135                          SUPERSEDED SURVEY CONTROL
 AN0135
 AN0135  NGVD 29 (??/??/92)    3.406  (m)           11.17   (f) ADJ UNCH    2 0
 AN0135
 AN0135.Superseded values are not recommended for survey control.
 AN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0135.See file dsdata.txt to determine how the superseded data were derived.
 AN0135
 AN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS582780(NAD 83)
 AN0135_MARKER: DB = BENCH MARK DISK
 AN0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0135_STAMPING: C 596 1942
 AN0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0135+STABILITY: SURFACE MOTION
 AN0135
 AN0135  HISTORY     - Date     Condition        Report By
 AN0135  HISTORY     - 1942     MONUMENTED       CGS
 AN0135
 AN0135                          STATION DESCRIPTION
 AN0135
 AN0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0135'11.6 MI SW FROM PALACIOS.
 AN0135'IN JACKSON COUNTY, 1.5 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE
 AN0135'JUNCTION OF STATE HIGHWAY 35 ABOUT 9.6 MILES WEST OF PALACIOS,
 AN0135'MATAGORDA COUNTY, THENCE 0.5 MILE EAST ALONG AN OILED ROAD.  AT A
 AN0135'T-ROAD JUNCTION, IN THE SOUTHEAST CORNER OF THE INTERSECTION, 28.6
 AN0135'FEET SOUTH OF THE CENTER LINE OF THE OILED ROAD, 1 FOOT NORTH OF A
 AN0135'POWERLINE POLE IN A FENCE CORNER, AND 4 FEET SOUTH OF A WHITE WOODEN
 AN0135'WITNESS POST.  A STANDARD DISK, STAMPED C 596 1942 AND SET IN THE TOP
 AN0135'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0089 ***********************************************************************
 AN0089  DESIGNATION -  C 597
 AN0089  PID         -  AN0089
 AN0089  STATE/COUNTY-  TX/JACKSON
 AN0089  USGS QUAD   -  LA WARD (1995)
 AN0089
 AN0089                         *CURRENT SURVEY CONTROL
 AN0089  ___________________________________________________________________
 AN0089* NAD 83(1986)-  28 46 16.     (N)    096 27 29.     (W)     SCALED    
 AN0089* NAVD 88     -         8.26   (+/-2cm)      27.1    (feet)  VERTCON   
 AN0089  ___________________________________________________________________
 AN0089  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN0089
 AN0089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0089
 AN0089.The horizontal coordinates were scaled from a topographic map and have
 AN0089.an estimated accuracy of +/- 6 seconds.
 AN0089
 AN0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0089.The vertical order pertains to the NGVD 29 superseded value.
 AN0089
 AN0089.The geoid height was determined by GEOID03.
 AN0089
 AN0089;                    North         East    Units  Estimated Accuracy
 AN0089;SPC TXSC     - 4,106,630.      848,190.      MT  (+/- 180 meters Scaled)
 AN0089
 AN0089                          SUPERSEDED SURVEY CONTROL
 AN0089
 AN0089  NGVD 29 (??/??/92)    8.345  (m)           27.38   (f) ADJ UNCH    2 0
 AN0089
 AN0089.Superseded values are not recommended for survey control.
 AN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0089.See file dsdata.txt to determine how the superseded data were derived.
 AN0089
 AN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS481852(NAD 83)
 AN0089_MARKER: DB = BENCH MARK DISK
 AN0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0089_SP_SET: CULVERT
 AN0089_STAMPING: C 597 1942
 AN0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0089
 AN0089  HISTORY     - Date     Condition        Report By
 AN0089  HISTORY     - 1942     MONUMENTED       CGS
 AN0089
 AN0089                          STATION DESCRIPTION
 AN0089
 AN0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0089'5.3 MI S FROM LA WARD.
 AN0089'5.3 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE ST. LOUIS,
 AN0089'BROWNSVILLE AND MEXICO RAILWAY STATION AT LA WARD, JACKSON COUNTY, 40
 AN0089'FEET EAST OF A GATE IN THE RIGHT-OF-WAY FENCE, AT A LARGE CONCRETE
 AN0089'CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE SOUTH END OF THE WEST
 AN0089'HEADWALL, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 AN0089'1/2 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 597
 AN0089'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0596 ***********************************************************************
 AN0596  DESIGNATION -  C 598
 AN0596  PID         -  AN0596
 AN0596  STATE/COUNTY-  TX/CALHOUN
 AN0596  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0596
 AN0596                         *CURRENT SURVEY CONTROL
 AN0596  ___________________________________________________________________
 AN0596* NAD 83(1986)-  28 36 55.     (N)    096 37 33.     (W)     SCALED    
 AN0596* NAVD 88     -         5.95   (+/-2cm)      19.5    (feet)  VERTCON   
 AN0596  ___________________________________________________________________
 AN0596  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN0596
 AN0596  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0596
 AN0596.The horizontal coordinates were scaled from a topographic map and have
 AN0596.an estimated accuracy of +/- 6 seconds.
 AN0596
 AN0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0596.The vertical order pertains to the NGVD 29 superseded value.
 AN0596
 AN0596.The geoid height was determined by GEOID03.
 AN0596
 AN0596;                    North         East    Units  Estimated Accuracy
 AN0596;SPC TXSC     - 4,089,020.      832,160.      MT  (+/- 180 meters Scaled)
 AN0596
 AN0596                          SUPERSEDED SURVEY CONTROL
 AN0596
 AN0596  NGVD 29 (??/??/92)    6.075  (m)           19.93   (f) ADJ UNCH    1 2
 AN0596
 AN0596.Superseded values are not recommended for survey control.
 AN0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0596.See file dsdata.txt to determine how the superseded data were derived.
 AN0596
 AN0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS321676(NAD 83)
 AN0596_MARKER: DB = BENCH MARK DISK
 AN0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0596_STAMPING: C 598 1942
 AN0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0596+STABILITY: SURFACE MOTION
 AN0596
 AN0596  HISTORY     - Date     Condition        Report By
 AN0596  HISTORY     - 1942     MONUMENTED       CGS
 AN0596  HISTORY     - 1950     GOOD             NGS
 AN0596  HISTORY     - 1973     MARK NOT FOUND   NGS
 AN0596  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0596
 AN0596                          STATION DESCRIPTION
 AN0596
 AN0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0596'IN PORT LAVACA.
 AN0596'AT PORT LAVACA, 87 FEET SOUTHWEST OF THE WEST CORNER OF THE TEXAS AND
 AN0596'NEW ORLEANS RAILROAD STATION, 43 FEET SOUTHWEST OF THE CENTER LINE OF
 AN0596'A NORTHWEST AND SOUTHEAST STREET, 29 FEET SOUTHEAST OF THE SOUTHEAST
 AN0596'RAIL OF THE MAIN TRACK, 13.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A
 AN0596'SIDE TRACK, 5 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF
 AN0596'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AN0596'FOOT ABOVE THE GROUND.
 AN0596
 AN0596                          STATION RECOVERY (1973)
 AN0596
 AN0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0596'MARK NOT FOUND.
 AN0596
 AN0596                          STATION RECOVERY (1998)
 AN0596
 AN0596'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0192 ***********************************************************************
 AJ0192  DESIGNATION -  C 599
 AJ0192  PID         -  AJ0192
 AJ0192  STATE/COUNTY-  TX/DUVAL
 AJ0192  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0192
 AJ0192                         *CURRENT SURVEY CONTROL
 AJ0192  ___________________________________________________________________
 AJ0192* NAD 83(1986)-  27 38 58.     (N)    098 16 32.     (W)     SCALED    
 AJ0192* NAVD 88     -       104.566  (meters)     343.06   (feet)  ADJUSTED  
 AJ0192  ___________________________________________________________________
 AJ0192  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AJ0192  DYNAMIC HT  -         104.403 (meters)     342.53  (feet)  COMP
 AJ0192  MODELED GRAV-     979,084.7   (mgal)                       NAVD 88
 AJ0192
 AJ0192  VERT ORDER  -  SECOND    CLASS 0
 AJ0192
 AJ0192.The horizontal coordinates were scaled from a topographic map and have
 AJ0192.an estimated accuracy of +/- 6 seconds.
 AJ0192
 AJ0192.The orthometric height was determined by differential leveling
 AJ0192.and adjusted by the National Geodetic Survey in June 1991..
 AJ0192
 AJ0192.The geoid height was determined by GEOID03.
 AJ0192
 AJ0192.The dynamic height is computed by dividing the NAVD 88
 AJ0192.geopotential number by the normal gravity value computed on the
 AJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0192.degrees latitude (g = 980.6199 gals.).
 AJ0192
 AJ0192.The modeled gravity was interpolated from observed gravity values.
 AJ0192
 AJ0192;                    North         East    Units  Estimated Accuracy
 AJ0192;SPC TX S     - 5,219,700.      322,150.      MT  (+/- 180 meters Scaled)
 AJ0192
 AJ0192                          SUPERSEDED SURVEY CONTROL
 AJ0192
 AJ0192  NGVD 29 (??/??/92)  104.643  (m)          343.32   (f) ADJ UNCH    2 0
 AJ0192
 AJ0192.Superseded values are not recommended for survey control.
 AJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0192.See file dsdata.txt to determine how the superseded data were derived.
 AJ0192
 AJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR714585(NAD 83)
 AJ0192_MARKER: DB = BENCH MARK DISK
 AJ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0192_STAMPING: C 599 1942
 AJ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0192+STABILITY: SURFACE MOTION
 AJ0192
 AJ0192  HISTORY     - Date     Condition        Report By
 AJ0192  HISTORY     - 1942     MONUMENTED       CGS
 AJ0192
 AJ0192                          STATION DESCRIPTION
 AJ0192
 AJ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0192'9.2 MI S FROM SAN DIEGO.
 AJ0192'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0192'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF DIRT ROAD
 AJ0192'LEADING SOUTH THENCE, GO 7.7 MILES SOUTHERLY ALONG THE DIRT ROAD TO
 AJ0192'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE NORTH OF
 AJ0192'CATTLE GUARD AT Y INTERSECTION OF ROADS, 30.0 FEET EAST OF THE
 AJ0192'CENTERLINE OF THE ROAD AND AT CURVE.  IT IS 3.0 FEET NORTH OF A
 AJ0192'4X4-INCH WOODEN MARKERPOST AND 1.0 FOOT WEST OF FENCE.  THE MONUMENT
 AJ0192'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2121 ***********************************************************************
 AX2121  DESIGNATION -  C 6
 AX2121  PID         -  AX2121
 AX2121  STATE/COUNTY-  TX/CALDWELL
 AX2121  USGS QUAD   -  DALE (1981)
 AX2121
 AX2121                         *CURRENT SURVEY CONTROL
 AX2121  ___________________________________________________________________
 AX2121* NAD 83(1986)-  29 55 39.     (N)    097 33 07.     (W)     SCALED    
 AX2121* NAVD 88     -       152.52   (+/-2cm)     500.4    (feet)  VERTCON   
 AX2121  ___________________________________________________________________
 AX2121  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2121
 AX2121  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2121
 AX2121.The horizontal coordinates were scaled from a topographic map and have
 AX2121.an estimated accuracy of +/- 6 seconds.
 AX2121
 AX2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2121.The vertical order pertains to the NGVD 29 superseded value.
 AX2121
 AX2121.The geoid height was determined by GEOID03.
 AX2121
 AX2121;                    North         East    Units  Estimated Accuracy
 AX2121;SPC TXSC     - 4,232,960.      739,800.      MT  (+/- 180 meters Scaled)
 AX2121
 AX2121                          SUPERSEDED SURVEY CONTROL
 AX2121
 AX2121  NGVD 29 (??/??/92)  152.447  (m)          500.15   (f) ADJ UNCH    1 2
 AX2121
 AX2121.Superseded values are not recommended for survey control.
 AX2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2121.See file dsdata.txt to determine how the superseded data were derived.
 AX2121
 AX2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU397116(NAD 83)
 AX2121_MARKER: B = BOLT
 AX2121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2121_SP_SET: CULVERT
 AX2121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2121
 AX2121  HISTORY     - Date     Condition        Report By
 AX2121  HISTORY     - UNK      MONUMENTED       CGS
 AX2121  HISTORY     - 1943     GOOD             NGS
 AX2121  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 AX2121
 AX2121                          STATION DESCRIPTION
 AX2121
 AX2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2121'0.7 MI E FROM DALE.
 AX2121'0.7 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2121'STATION AT DALE, 75 FEET EAST OF MILEPOST 28, AT A RED SANDSTONE
 AX2121'CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL, 30 FEET
 AX2121'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 10 FEET LOWER THAN THE
 AX2121'TRACK.  A COPPER BOLT, SURROUNDED BY THE CARVED LETTERS USBM.
 AX2121
 AX2121                          STATION RECOVERY (2006)
 AX2121
 AX2121'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMW)
 AX2121'CULVERT NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0204 ***********************************************************************
 AJ0204  DESIGNATION -  C 600
 AJ0204  PID         -  AJ0204
 AJ0204  STATE/COUNTY-  TX/DUVAL
 AJ0204  USGS QUAD   -  CONCEPCION (1968)
 AJ0204
 AJ0204                         *CURRENT SURVEY CONTROL
 AJ0204  ___________________________________________________________________
 AJ0204* NAD 83(1986)-  27 29 57.     (N)    098 16 07.     (W)     SCALED    
 AJ0204* NAVD 88     -        77.761  (meters)     255.12   (feet)  ADJUSTED  
 AJ0204  ___________________________________________________________________
 AJ0204  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AJ0204  DYNAMIC HT  -          77.639 (meters)     254.72  (feet)  COMP
 AJ0204  MODELED GRAV-     979,077.7   (mgal)                       NAVD 88
 AJ0204
 AJ0204  VERT ORDER  -  SECOND    CLASS 0
 AJ0204
 AJ0204.The horizontal coordinates were scaled from a topographic map and have
 AJ0204.an estimated accuracy of +/- 6 seconds.
 AJ0204
 AJ0204.The orthometric height was determined by differential leveling
 AJ0204.and adjusted by the National Geodetic Survey in June 1991..
 AJ0204
 AJ0204.The geoid height was determined by GEOID03.
 AJ0204
 AJ0204.The dynamic height is computed by dividing the NAVD 88
 AJ0204.geopotential number by the normal gravity value computed on the
 AJ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0204.degrees latitude (g = 980.6199 gals.).
 AJ0204
 AJ0204.The modeled gravity was interpolated from observed gravity values.
 AJ0204
 AJ0204;                    North         East    Units  Estimated Accuracy
 AJ0204;SPC TX S     - 5,203,050.      322,860.      MT  (+/- 180 meters Scaled)
 AJ0204
 AJ0204                          SUPERSEDED SURVEY CONTROL
 AJ0204
 AJ0204  NGVD 29 (??/??/92)   77.845  (m)          255.40   (f) ADJ UNCH    2 0
 AJ0204
 AJ0204.Superseded values are not recommended for survey control.
 AJ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0204.See file dsdata.txt to determine how the superseded data were derived.
 AJ0204
 AJ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR722419(NAD 83)
 AJ0204_MARKER: DB = BENCH MARK DISK
 AJ0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0204_STAMPING: C 600 1942
 AJ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0204+STABILITY: SURFACE MOTION
 AJ0204
 AJ0204  HISTORY     - Date     Condition        Report By
 AJ0204  HISTORY     - 1942     MONUMENTED       CGS
 AJ0204  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0204
 AJ0204                          STATION DESCRIPTION
 AJ0204
 AJ0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0204'21.4 MI S FROM SAN DIEGO.
 AJ0204'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0204'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO THE INTERSECTION OF DIRT ROAD
 AJ0204'LEADING SOUTH.  THENCE, GO 19.9 MILES SOUTHERLY ALONG THE DIRT ROAD TO
 AJ0204'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE SOUTH OF
 AJ0204'MAZATLAN CHURCH, 30.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 3.0
 AJ0204'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT WEST OF
 AJ0204'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 AJ0204
 AJ0204                          STATION RECOVERY (1968)
 AJ0204
 AJ0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0318 ***********************************************************************
 AX0318  DESIGNATION -  C 601 RESET
 AX0318  PID         -  AX0318
 AX0318  STATE/COUNTY-  TX/WHARTON
 AX0318  USGS QUAD   -  GLEN FLORA (1980)
 AX0318
 AX0318                         *CURRENT SURVEY CONTROL
 AX0318  ___________________________________________________________________
 AX0318* NAD 83(1986)-  29 16 44.     (N)    096 08 03.     (W)     SCALED    
 AX0318* NAVD 88     -        29.236  (meters)      95.92   (feet)  ADJUSTED  
 AX0318  ___________________________________________________________________
 AX0318  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0318  DYNAMIC HT  -          29.195 (meters)      95.78  (feet)  COMP
 AX0318  MODELED GRAV-     979,242.0   (mgal)                       NAVD 88
 AX0318
 AX0318  VERT ORDER  -  FIRST     CLASS I
 AX0318
 AX0318.The horizontal coordinates were scaled from a topographic map and have
 AX0318.an estimated accuracy of +/- 6 seconds.
 AX0318
 AX0318.The orthometric height was determined by differential leveling
 AX0318.and adjusted by the National Geodetic Survey in June 1991..
 AX0318
 AX0318.The geoid height was determined by GEOID03.
 AX0318
 AX0318.The dynamic height is computed by dividing the NAVD 88
 AX0318.geopotential number by the normal gravity value computed on the
 AX0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0318.degrees latitude (g = 980.6199 gals.).
 AX0318
 AX0318.The modeled gravity was interpolated from observed gravity values.
 AX0318
 AX0318;                    North         East    Units  Estimated Accuracy
 AX0318;SPC TXSC     - 4,163,620.      878,430.      MT  (+/- 180 meters Scaled)
 AX0318
 AX0318                          SUPERSEDED SURVEY CONTROL
 AX0318
 AX0318  NGVD 29 (12/23/87)   29.239  (m)           95.93   (f) ADJUSTED    1 1
 AX0318
 AX0318.Superseded values are not recommended for survey control.
 AX0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0318.See file dsdata.txt to determine how the superseded data were derived.
 AX0318
 AX0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT784422(NAD 83)
 AX0318_MARKER: DB = BENCH MARK DISK
 AX0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0318_SP_SET: CONCRETE POST
 AX0318_STAMPING: C 601 1942 RESET 1947
 AX0318_MARK LOGO: CGS   
 AX0318_PROJECTION: PROJECTING 10 CENTIMETERS
 AX0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0318+STABILITY: SURFACE MOTION
 AX0318
 AX0318  HISTORY     - Date     Condition        Report By
 AX0318  HISTORY     - 1947     MONUMENTED       CGS
 AX0318  HISTORY     - 1987     GOOD             NGS
 AX0318
 AX0318                          STATION DESCRIPTION
 AX0318
 AX0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0318'3.2 MI SW FROM WHARTON.
 AX0318'3.2 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0318'STATION AT WHARTON, WHARTON COUNTY, 3 POLES NORTHEAST OF MILEPOST 29,
 AX0318'110.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 104 FEET NORTHWEST OF THE
 AX0318'WEST CORNER OF A CHURCH, 28.1 FEET NORTHEAST OF A 16-INCH PECAN TREE,
 AX0318'13.1 FEET SOUTHWEST OF THE SOUTHWEST END OF A GATE AT THE ENTRANCE TO
 AX0318'THE CHURCHYARD, 3 FEET SOUTHEAST OF A FENCE, AND 2.1 FEET NORTHEAST OF
 AX0318'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 601 1942
 AX0318'RESET 194 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 AX0318'ABOVE GROUND.
 AX0318
 AX0318                          STATION RECOVERY (1987)
 AX0318
 AX0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0318'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.43 KM (2.75
 AX0318'MI) SOUTHWEST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF STATE
 AX0318'HIGHWAY 60 IN WHARTON, THENCE 0.05 KM (0.03 MI) SOUTHEAST ALONG A ROAD
 AX0318'AND ACROSS THE SOUTHERN PACIFIC RAILROAD, THENCE 0.30 KM (0.18 MI)
 AX0318'SOUTHWEST ALONG COUNTY ROAD 448, AT THE NORTHWEST EDGE OF THE LAWN OF
 AX0318'THE NEW MOUNT OLIVE BABTIST CHURCH, 10.6 METERS (35.0 FT) SOUTHEAST OF
 AX0318'THE CENTERLINE OF THE COUNTY ROAD, 31.7 METERS (104 FT) NORTHWEST OF
 AX0318'THE WEST CORNER OF THE CHURCH, 8.0 METERS (26.5 FT) SOUTHWEST OF THE
 AX0318'CENTER OF A DRIVEWAY.  NO WITNESS POST SET.  NOTE--THE MARK HAS BEEN
 AX0318'HIT, BUT IS STILL SOLID.
 AX0318'THE MARK IS 0.2 M BELOW THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1276 ***********************************************************************
 AN1276  DESIGNATION -  C 602
 AN1276  PID         -  AN1276
 AN1276  STATE/COUNTY-  TX/REFUGIO
 AN1276  USGS QUAD   -  QUINTANA (1979)
 AN1276
 AN1276                         *CURRENT SURVEY CONTROL
 AN1276  ___________________________________________________________________
 AN1276* NAD 83(1986)-  28 17 25.     (N)    097 14 16.     (W)     SCALED    
 AN1276* NAVD 88     -        12.19   (+/-2cm)      40.0    (feet)  VERTCON   
 AN1276  ___________________________________________________________________
 AN1276  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1276
 AN1276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1276
 AN1276.The horizontal coordinates were scaled from a topographic map and have
 AN1276.an estimated accuracy of +/- 6 seconds.
 AN1276
 AN1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1276.The vertical order pertains to the NGVD 29 superseded value.
 AN1276
 AN1276.The geoid height was determined by GEOID03.
 AN1276
 AN1276;                    North         East    Units  Estimated Accuracy
 AN1276;SPC TXSC     - 4,051,950.      772,870.      MT  (+/- 180 meters Scaled)
 AN1276
 AN1276                          SUPERSEDED SURVEY CONTROL
 AN1276
 AN1276  NGVD 29 (??/??/92)   12.35   (m)           40.5    (f) COMPUTED    2 0
 AN1276
 AN1276.Superseded values are not recommended for survey control.
 AN1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1276.See file dsdata.txt to determine how the superseded data were derived.
 AN1276
 AN1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS728306(NAD 83)
 AN1276_MARKER: DB = BENCH MARK DISK
 AN1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1276_STAMPING: C 602 1942
 AN1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1276+STABILITY: SURFACE MOTION
 AN1276
 AN1276  HISTORY     - Date     Condition        Report By
 AN1276  HISTORY     - 1942     MONUMENTED       CGS
 AN1276  HISTORY     - 1978     GOOD             NGS
 AN1276  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1276  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1276  HISTORY     - 19940716 GOOD             USPSQD
 AN1276  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1276
 AN1276                          STATION DESCRIPTION
 AN1276
 AN1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1276'2.3 MI E FROM REFUGIO.
 AN1276'2.3 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1276'REFUGIO, REFUGIO COUNTY, 400 FEET EAST OF A SMALL CONCRETE PIPE
 AN1276'CULVERT, AT A DIVISION FENCE CORNER, 49 FEET SOUTH OF THE CENTERLINE
 AN1276'OF THE ROAD, 6 FEET WEST OF THE FENCE CORNER, 3 FEET EAST OF A WHITE
 AN1276'WOODEN WITNESS POST, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND LEVEL
 AN1276'WITH THE ROAD.  A STANDARD DISK, STAMPED C 602 1942 AND SET IN THE TOP
 AN1276'OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN1276
 AN1276                          STATION RECOVERY (1978)
 AN1276
 AN1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1276'RECOVERED IN GOOD CONDITION.
 AN1276
 AN1276                          STATION RECOVERY (1988)
 AN1276
 AN1276'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1276'MARK NOT FOUND.
 AN1276
 AN1276                          STATION RECOVERY (1990)
 AN1276
 AN1276'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1276'MARK NOT FOUND.
 AN1276
 AN1276                          STATION RECOVERY (1994)
 AN1276
 AN1276'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1276'RECOVERED IN GOOD CONDITION.
 AN1276
 AN1276                          STATION RECOVERY (1999)
 AN1276
 AN1276'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0247 ***********************************************************************
 AH0247  DESIGNATION -  C 603
 AH0247  PID         -  AH0247
 AH0247  STATE/COUNTY-  TX/ARANSAS
 AH0247  USGS QUAD   -  ARANSAS PASS (1975)
 AH0247
 AH0247                         *CURRENT SURVEY CONTROL
 AH0247  ___________________________________________________________________
 AH0247* NAD 83(1986)-  27 58 49.     (N)    097 08 17.     (W)     SCALED    
 AH0247* NAVD 88     -         4.65   (+/-2cm)      15.3    (feet)  VERTCON   
 AH0247  ___________________________________________________________________
 AH0247  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AH0247
 AH0247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0247
 AH0247.The horizontal coordinates were scaled from a topographic map and have
 AH0247.an estimated accuracy of +/- 6 seconds.
 AH0247
 AH0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0247.The vertical order pertains to the NGVD 29 superseded value.
 AH0247
 AH0247.The geoid height was determined by GEOID03.
 AH0247
 AH0247;                    North         East    Units  Estimated Accuracy
 AH0247;SPC TXSC     - 4,017,750.      783,200.      MT  (+/- 180 meters Scaled)
 AH0247
 AH0247                          SUPERSEDED SURVEY CONTROL
 AH0247
 AH0247  NGVD 29 (??/??/92)    4.794  (m)           15.73   (f) ADJ UNCH    2 0
 AH0247
 AH0247.Superseded values are not recommended for survey control.
 AH0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0247.See file dsdata.txt to determine how the superseded data were derived.
 AH0247
 AH0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR831964(NAD 83)
 AH0247_MARKER: DB = BENCH MARK DISK
 AH0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0247_STAMPING: C603 1942
 AH0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0247+STABILITY: SURFACE MOTION
 AH0247
 AH0247  HISTORY     - Date     Condition        Report By
 AH0247  HISTORY     - 1942     MONUMENTED       CGS
 AH0247
 AH0247                          STATION DESCRIPTION
 AH0247
 AH0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0247'7.0 MI SW FROM ROCKPORT.
 AH0247'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 35 AND ROAD TO
 AH0247'BAYSIDE AT ROCKPORT-- PROCEED WEST 4.0 MILES ON RAYSIDE ROAD TO THE
 AH0247'INTERSECTION OF THE ROAD TO PORT BAY CLUB BUILDINGS (OLD ROAD TO
 AH0247'BAYSIDE).  THENCE CONTINUE ON SOUTHWEST AND GO 3.0 MILES TO SITE OF
 AH0247'BENCH MARK.  BENCH MARK IS 0.3 MILE SOUTH OF THE OAK GROVE SCHOOL, 0.2
 AH0247'MILE NORTH OF A CROSSROAD, 27.0 FEET WEST OF AND ABOUT THE SAME
 AH0247'ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET SOUTH OF A 4 X 4
 AH0247'INCH WOODEN MARKER POST, AND 1.0 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 AH0247'MONUMENT PROJECTS ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1326 ***********************************************************************
 AN1326  DESIGNATION -  C 606
 AN1326  PID         -  AN1326
 AN1326  STATE/COUNTY-  TX/SAN PATRICIO
 AN1326  USGS QUAD   -  RINCON BEND (1979)
 AN1326
 AN1326                         *CURRENT SURVEY CONTROL
 AN1326  ___________________________________________________________________
 AN1326* NAD 83(1986)-  28 00 07.     (N)    097 15 01.     (W)     SCALED    
 AN1326* NAVD 88     -         6.71   (+/-2cm)      22.0    (feet)  VERTCON   
 AN1326  ___________________________________________________________________
 AN1326  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN1326
 AN1326  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1326
 AN1326.The horizontal coordinates were scaled from a topographic map and have
 AN1326.an estimated accuracy of +/- 6 seconds.
 AN1326
 AN1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1326.The vertical order pertains to the NGVD 29 superseded value.
 AN1326
 AN1326.The geoid height was determined by GEOID03.
 AN1326
 AN1326;                    North         East    Units  Estimated Accuracy
 AN1326;SPC TX S     - 5,259,350.      422,930.      MT  (+/- 180 meters Scaled)
 AN1326
 AN1326                          SUPERSEDED SURVEY CONTROL
 AN1326
 AN1326  NGVD 29 (??/??/92)    6.86   (m)           22.5    (f) COMPUTED    2 0
 AN1326
 AN1326.Superseded values are not recommended for survey control.
 AN1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1326.See file dsdata.txt to determine how the superseded data were derived.
 AN1326
 AN1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR720986(NAD 83)
 AN1326_MARKER: DB = BENCH MARK DISK
 AN1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1326_STAMPING: C 606 1942
 AN1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1326+STABILITY: SURFACE MOTION
 AN1326
 AN1326  HISTORY     - Date     Condition        Report By
 AN1326  HISTORY     - 1942     MONUMENTED       CGS
 AN1326
 AN1326                          STATION DESCRIPTION
 AN1326
 AN1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1326'6.1 MI NE FROM GREGORY.
 AN1326'6.1 MILES NORTHEAST ALONG THE BAYSIDE ROAD FROM THE POST OFFICE AT
 AN1326'GREGORY, SAN PATRICIO COUNTY, AT THE JUNCTION OF A ROAD LEADING WEST,
 AN1326'45 FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD, 39 FEET WEST OF THE
 AN1326'CENTERLINE OF THE MAIN ROAD, 12 FEET NORTH OF A FENCE CORNER, 3 FEET
 AN1326'SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT EAST OF A FENCE, AND
 AN1326'LEVEL WITH THE ROADS.  A STANDARD DISK, STAMPED C 606 1942 AND SET IN
 AN1326'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0785 ***********************************************************************
 AH0785  DESIGNATION -  C 607
 AH0785  PID         -  AH0785
 AH0785  STATE/COUNTY-  TX/NUECES
 AH0785  USGS QUAD   -  ANNAVILLE (1975)
 AH0785
 AH0785                         *CURRENT SURVEY CONTROL
 AH0785  ___________________________________________________________________
 AH0785* NAD 83(1986)-  27 46 56.     (N)    097 32 23.     (W)     SCALED    
 AH0785* NAVD 88     -        16.07   (+/-2cm)      52.7    (feet)  VERTCON   
 AH0785  ___________________________________________________________________
 AH0785  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH0785
 AH0785  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0785
 AH0785.The horizontal coordinates were scaled from a topographic map and have
 AH0785.an estimated accuracy of +/- 6 seconds.
 AH0785
 AH0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0785.The vertical order pertains to the NGVD 29 superseded value.
 AH0785
 AH0785.The geoid height was determined by GEOID03.
 AH0785
 AH0785;                    North         East    Units  Estimated Accuracy
 AH0785;SPC TX S     - 5,234,750.      394,640.      MT  (+/- 180 meters Scaled)
 AH0785
 AH0785                          SUPERSEDED SURVEY CONTROL
 AH0785
 AH0785  NGVD 29 (??/??/92)   16.236  (m)           53.27   (f) ADJ UNCH    1 2
 AH0785
 AH0785.Superseded values are not recommended for survey control.
 AH0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0785.See file dsdata.txt to determine how the superseded data were derived.
 AH0785
 AH0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR438739(NAD 83)
 AH0785_MARKER: DB = BENCH MARK DISK
 AH0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0785_SP_SET: WALL
 AH0785_STAMPING: C 607 1942
 AH0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0785
 AH0785  HISTORY     - Date     Condition        Report By
 AH0785  HISTORY     - 1942     MONUMENTED       CGS
 AH0785  HISTORY     - 1950     GOOD             NGS
 AH0785  HISTORY     - 20010728 GOOD             USPSQD
 AH0785
 AH0785                          STATION DESCRIPTION
 AH0785
 AH0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0785'IN CLARKWOOD.
 AH0785'AT CLARKWOOD, NUECES COUNTY, AT THE GRADE SCHOOL, 2.5 FEET SOUTH OF
 AH0785'THE NORTHEAST CORNER OF THE EAST WALL, AND 4.5 FEET ABOVE THE GROUND.
 AH0785'A STANDARD DISK, STAMPED C 607 1942 AND SET VERTICALLY.
 AH0785
 AH0785                          STATION RECOVERY (2001)
 AH0785
 AH0785'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0348 ***********************************************************************
 AH0348  DESIGNATION -  C 608
 AH0348  PID         -  AH0348
 AH0348  STATE/COUNTY-  TX/NUECES
 AH0348  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0348
 AH0348                         *CURRENT SURVEY CONTROL
 AH0348  ___________________________________________________________________
 AH0348* NAD 83(1986)-  27 45 44.     (N)    097 24 39.     (W)     SCALED    
 AH0348* NAVD 88     -        10.59   (+/-2cm)      34.7    (feet)  VERTCON   
 AH0348  ___________________________________________________________________
 AH0348  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH0348
 AH0348  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0348
 AH0348.The horizontal coordinates were scaled from a topographic map and have
 AH0348.an estimated accuracy of +/- 6 seconds.
 AH0348
 AH0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0348.The vertical order pertains to the NGVD 29 superseded value.
 AH0348
 AH0348.The geoid height was determined by GEOID03.
 AH0348
 AH0348;                    North         East    Units  Estimated Accuracy
 AH0348;SPC TX S     - 5,232,640.      407,360.      MT  (+/- 180 meters Scaled)
 AH0348
 AH0348                          SUPERSEDED SURVEY CONTROL
 AH0348
 AH0348  NGVD 29 (??/??/92)   10.783  (m)           35.38   (f) ADJ UNCH    2 0
 AH0348
 AH0348.Superseded values are not recommended for survey control.
 AH0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0348.See file dsdata.txt to determine how the superseded data were derived.
 AH0348
 AH0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR566718(NAD 83)
 AH0348_MARKER: DB = BENCH MARK DISK
 AH0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0348_STAMPING: C 608 1942
 AH0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0348+STABILITY: SURFACE MOTION
 AH0348
 AH0348  HISTORY     - Date     Condition        Report By
 AH0348  HISTORY     - 1942     MONUMENTED       CGS
 AH0348  HISTORY     - 1951     MARK NOT FOUND   USGS
 AH0348  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0348  HISTORY     - 19910709 MARK NOT FOUND   USPSQD
 AH0348  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0348
 AH0348                          STATION DESCRIPTION
 AH0348
 AH0348'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 AH0348'2.2 MI S FROM CORPUS CHRISTI.
 AH0348'2.2 MILES SOUTH ALONG STATE HIGHWAY 286 FROM THE MISSOURI PACIFIC
 AH0348'RAILROAD STATION AT CORPUS CHRISTI, NUECES COUNTY, 1.0 MILE SOUTH OF
 AH0348'SIX POINTS, AT THE INTERSECTION OF AYERS AND EDWARDS STREETS, 40 FEET
 AH0348'WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF AYERS STREET, 22 FEET
 AH0348'SOUTH OF THE CENTER OF A PROLONGATION OF EDWARDS STREET, 4 FEET SOUTH
 AH0348'OF A POWER-TRANSMISSION LINE POLE WITH THREE GUY WIRES, AND 3 FEET
 AH0348'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 608
 AH0348'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AH0348'GROUND.  NOTE-- PROBABLY LOST DURING NEW CONSTRUCTION IN THE AREA.
 AH0348
 AH0348                          STATION RECOVERY (1989)
 AH0348
 AH0348'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AH0348'MARK NOT FOUND.
 AH0348
 AH0348                          STATION RECOVERY (1991)
 AH0348
 AH0348'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0348'MARK NOT FOUND.
 AH0348
 AH0348                          STATION RECOVERY (1997)
 AH0348
 AH0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0348'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0348'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0872 ***********************************************************************
 AH0872  DESIGNATION -  C 609
 AH0872  PID         -  AH0872
 AH0872  STATE/COUNTY-  TX/NUECES
 AH0872  USGS QUAD   -  CONCORDIA (1975)
 AH0872
 AH0872                         *CURRENT SURVEY CONTROL
 AH0872  ___________________________________________________________________
 AH0872* NAD 83(1986)-  27 34 32.     (N)    097 40 44.     (W)     SCALED    
 AH0872* NAVD 88     -        12.385  (meters)      40.63   (feet)  ADJUSTED  
 AH0872  ___________________________________________________________________
 AH0872  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH0872  DYNAMIC HT  -          12.366 (meters)      40.57  (feet)  COMP
 AH0872  MODELED GRAV-     979,109.0   (mgal)                       NAVD 88
 AH0872
 AH0872  VERT ORDER  -  SECOND    CLASS 0
 AH0872
 AH0872.The horizontal coordinates were scaled from a topographic map and have
 AH0872.an estimated accuracy of +/- 6 seconds.
 AH0872
 AH0872.The orthometric height was determined by differential leveling
 AH0872.and adjusted by the National Geodetic Survey in June 1991..
 AH0872
 AH0872.The geoid height was determined by GEOID03.
 AH0872
 AH0872.The dynamic height is computed by dividing the NAVD 88
 AH0872.geopotential number by the normal gravity value computed on the
 AH0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0872.degrees latitude (g = 980.6199 gals.).
 AH0872
 AH0872.The modeled gravity was interpolated from observed gravity values.
 AH0872
 AH0872;                    North         East    Units  Estimated Accuracy
 AH0872;SPC TX S     - 5,211,760.      381,080.      MT  (+/- 180 meters Scaled)
 AH0872
 AH0872                          SUPERSEDED SURVEY CONTROL
 AH0872
 AH0872  NGVD 29 (??/??/92)   12.503  (m)           41.02   (f) ADJ UNCH    2 0
 AH0872
 AH0872.Superseded values are not recommended for survey control.
 AH0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0872.See file dsdata.txt to determine how the superseded data were derived.
 AH0872
 AH0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR304508(NAD 83)
 AH0872_MARKER: DB = BENCH MARK DISK
 AH0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0872_STAMPING: C 609 1942
 AH0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0872+STABILITY: SURFACE MOTION
 AH0872
 AH0872  HISTORY     - Date     Condition        Report By
 AH0872  HISTORY     - 1942     MONUMENTED       CGS
 AH0872  HISTORY     - 1954     MARK NOT FOUND   USGS
 AH0872
 AH0872                          STATION DESCRIPTION
 AH0872
 AH0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0872'7.8 MI E FROM BISHOP.
 AH0872'TO REACH FROM THE HIGH SCHOOL AT BISHOP-- PROCEED 3.0 MILES EASTERLY
 AH0872'ALONG PAVED ROAD TO INTERSECTION OF ROAD LEADING NORTH.  THENCE, GO
 AH0872'1.0 MILES NORTH ALONG ROAD TO THE INTERSECTION OF ROAD LEADING EAST.
 AH0872'THENCE, GO 3.8 MILES EASTERLY ALONG ROAD TO THE SITE OF THE BENCH
 AH0872'MARK.  BENCH MARK IS ABOUT 0.1 MILE WEST OF A LARGE FARM HOUSE ON THE
 AH0872'NORTH SIDE OF THE ROAD, ABOUT 144.0 FEET EAST OF AN IRON PIPE CULVERT
 AH0872'AND 33.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AH0872'OF THE ROAD.  IT IS 3.0 FEET NORTHWEST OF POWERLINE POLE AND 3.0 FEET
 AH0872'EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5
 AH0872'FOOT.
 AH0872
 AH0872                          STATION RECOVERY (1954)
 AH0872
 AH0872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AH0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0614 ***********************************************************************
 AE0614  DESIGNATION -  C 61
 AE0614  PID         -  AE0614
 AE0614  STATE/COUNTY-  TX/STARR
 AE0614  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0614
 AE0614                         *CURRENT SURVEY CONTROL
 AE0614  ___________________________________________________________________
 AE0614* NAD 83(1986)-  26 22 39.     (N)    098 49 06.     (W)     SCALED    
 AE0614* NAVD 88     -        52.448  (meters)     172.07   (feet)  ADJUSTED  
 AE0614  ___________________________________________________________________
 AE0614  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AE0614  DYNAMIC HT  -          52.362 (meters)     171.79  (feet)  COMP
 AE0614  MODELED GRAV-     978,999.0   (mgal)                       NAVD 88
 AE0614
 AE0614  VERT ORDER  -  FIRST     CLASS II
 AE0614
 AE0614.The horizontal coordinates were scaled from a topographic map and have
 AE0614.an estimated accuracy of +/- 6 seconds.
 AE0614
 AE0614.The orthometric height was determined by differential leveling
 AE0614.and adjusted by the National Geodetic Survey in June 1991..
 AE0614
 AE0614.The geoid height was determined by GEOID03.
 AE0614
 AE0614.The dynamic height is computed by dividing the NAVD 88
 AE0614.geopotential number by the normal gravity value computed on the
 AE0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0614.degrees latitude (g = 980.6199 gals.).
 AE0614
 AE0614.The modeled gravity was interpolated from observed gravity values.
 AE0614
 AE0614;                    North         East    Units  Estimated Accuracy
 AE0614;SPC TX S     - 5,078,800.      268,230.      MT  (+/- 180 meters Scaled)
 AE0614
 AE0614                          SUPERSEDED SURVEY CONTROL
 AE0614
 AE0614  NGVD 29 (??/??/92)   52.498  (m)          172.24   (f) ADJ UNCH    1 2
 AE0614
 AE0614.Superseded values are not recommended for survey control.
 AE0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0614.See file dsdata.txt to determine how the superseded data were derived.
 AE0614
 AE0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ181175(NAD 83)
 AE0614_MARKER: DB = BENCH MARK DISK
 AE0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0614_SP_SET: BUILDING
 AE0614_STAMPING: C 61 1918 ELEV 172.237 FT
 AE0614_MARK LOGO: CGS   
 AE0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0614
 AE0614  HISTORY     - Date     Condition        Report By
 AE0614  HISTORY     - 1918     MONUMENTED       CGS
 AE0614  HISTORY     - 1956     GOOD             NGS
 AE0614  HISTORY     - 1981     GOOD             NGS
 AE0614
 AE0614                          STATION DESCRIPTION
 AE0614
 AE0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0614'IN RIO GRANDE CITY.
 AE0614'AT RIO GRANDE CITY, ONE BLOCK WEST OF THE FIRST STATE BANK, AT A LARGE
 AE0614'BRICK BUILDING OCCUPIED IN 1943 BY THE P. HINOJORE AND BROS. GENERAL
 AE0614'STORE, IN THE BRICK WALL, 15.6 FEET SOUTH OF THE NORTHEAST CORNER OF A
 AE0614'DISPLAY WINDOW, AND ABOUT 2.5 FEET HIGHER THAN THE CONCRETE SIDEWALK.
 AE0614'A STANDARD DISK SET VERTICALLY.
 AE0614
 AE0614                          STATION RECOVERY (1981)
 AE0614
 AE0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0614'RECOVERED THIS DATE, NOTE, AT THE JUNCTION OF U.S. HIGHWAY 83 AND
 AE0614'WASHINGTON STREET IN RIO GRANDE CITY, SET VERTICALLY IN THE EAST FACE
 AE0614'OF A LARGE BRICK BUILDING, IN 1981 INTERNATIONAL FABRICS BUILDING,
 AE0614'4.8 METERS (15.6 FT) SOUTH OF THE NORTHEAST CORNER OF THE BUILDING,
 AE0614'4.6 METERS (15.0 FT) NORTH NORTHWEST OF A POWERLINE POLE.
 AE0614'THE MARK IS 0.72 M ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0388 ***********************************************************************
 AH0388  DESIGNATION -  C 610
 AH0388  PID         -  AH0388
 AH0388  STATE/COUNTY-  TX/NUECES
 AH0388  USGS QUAD   -  OSO CREEK NW (1975)
 AH0388
 AH0388                         *CURRENT SURVEY CONTROL
 AH0388  ___________________________________________________________________
 AH0388* NAD 83(1986)-  27 42 54.     (N)    097 23 04.     (W)     SCALED    
 AH0388* NAVD 88     -         8.456  (meters)      27.74   (feet)  ADJUSTED  
 AH0388  ___________________________________________________________________
 AH0388  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH0388  DYNAMIC HT  -           8.444 (meters)      27.70  (feet)  COMP
 AH0388  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 AH0388
 AH0388  VERT ORDER  -  SECOND    CLASS 0
 AH0388
 AH0388.The horizontal coordinates were scaled from a topographic map and have
 AH0388.an estimated accuracy of +/- 6 seconds.
 AH0388
 AH0388.The orthometric height was determined by differential leveling
 AH0388.and adjusted by the National Geodetic Survey in June 1991..
 AH0388
 AH0388.The geoid height was determined by GEOID03.
 AH0388
 AH0388.The dynamic height is computed by dividing the NAVD 88
 AH0388.geopotential number by the normal gravity value computed on the
 AH0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0388.degrees latitude (g = 980.6199 gals.).
 AH0388
 AH0388.The modeled gravity was interpolated from observed gravity values.
 AH0388
 AH0388;                    North         East    Units  Estimated Accuracy
 AH0388;SPC TX S     - 5,227,430.      410,010.      MT  (+/- 180 meters Scaled)
 AH0388
 AH0388                          SUPERSEDED SURVEY CONTROL
 AH0388
 AH0388  NGVD 29 (??/??/92)    8.629  (m)           28.31   (f) ADJ UNCH    2 0
 AH0388
 AH0388.Superseded values are not recommended for survey control.
 AH0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0388.See file dsdata.txt to determine how the superseded data were derived.
 AH0388
 AH0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR592666(NAD 83)
 AH0388_MARKER: DB = BENCH MARK DISK
 AH0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0388_SP_SET: CULVERT
 AH0388_STAMPING: C 610 1942
 AH0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0388
 AH0388  HISTORY     - Date     Condition        Report By
 AH0388  HISTORY     - 1942     MONUMENTED       CGS
 AH0388  HISTORY     - 1949     GOOD             NGS
 AH0388  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0388  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0388  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 AH0388
 AH0388                          STATION DESCRIPTION
 AH0388
 AH0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0388'1.2 MI S FROM CORPUS CHRISTI.
 AH0388'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0388'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0388'SOUTH ALONG STATE HIGHWAY 286, AND THENCE 3.0 MILES EAST ALONG
 AH0388'LEXINGTON BOULEVARD (STATE HIGHWAY 358).  AT A ROAD INTERSECTION, 72
 AH0388'FEET WEST OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTH OF AND ABOUT
 AH0388'LEVEL WITH THE CENTER LINE OF THE BOULEVARD, AT A CONCRETE CULVERT,
 AH0388'AND IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL.  A STANDARD
 AH0388'DISK, STAMPED C 610 1942.
 AH0388
 AH0388                          STATION RECOVERY (1997)
 AH0388
 AH0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0388'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0388'DESTROYED.
 AH0388
 AH0388                          STATION RECOVERY (1997)
 AH0388
 AH0388'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0388'MARK NOT FOUND.
 AH0388
 AH0388                          STATION RECOVERY (2002)
 AH0388
 AH0388'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AH0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1032 ***********************************************************************
 AH1032  DESIGNATION -  C 613
 AH1032  PID         -  AH1032
 AH1032  STATE/COUNTY-  TX/KLEBERG
 AH1032  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1032
 AH1032                         *CURRENT SURVEY CONTROL
 AH1032  ___________________________________________________________________
 AH1032* NAD 83(1986)-  27 31 59.     (N)    097 57 34.     (W)     SCALED    
 AH1032* NAVD 88     -        29.437  (meters)      96.58   (feet)  ADJUSTED  
 AH1032  ___________________________________________________________________
 AH1032  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH1032  DYNAMIC HT  -          29.391 (meters)      96.43  (feet)  COMP
 AH1032  MODELED GRAV-     979,090.2   (mgal)                       NAVD 88
 AH1032
 AH1032  VERT ORDER  -  SECOND    CLASS 0
 AH1032
 AH1032.The horizontal coordinates were scaled from a topographic map and have
 AH1032.an estimated accuracy of +/- 6 seconds.
 AH1032
 AH1032.The orthometric height was determined by differential leveling
 AH1032.and adjusted by the National Geodetic Survey in June 1991..
 AH1032
 AH1032.The geoid height was determined by GEOID03.
 AH1032
 AH1032.The dynamic height is computed by dividing the NAVD 88
 AH1032.geopotential number by the normal gravity value computed on the
 AH1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1032.degrees latitude (g = 980.6199 gals.).
 AH1032
 AH1032.The modeled gravity was interpolated from observed gravity values.
 AH1032
 AH1032;                    North         East    Units  Estimated Accuracy
 AH1032;SPC TX S     - 5,206,900.      353,390.      MT  (+/- 180 meters Scaled)
 AH1032
 AH1032                          SUPERSEDED SURVEY CONTROL
 AH1032
 AH1032  NGVD 29 (??/??/92)   29.368  (m)           96.35   (f) ADJ UNCH    2 0
 AH1032
 AH1032.Superseded values are not recommended for survey control.
 AH1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1032.See file dsdata.txt to determine how the superseded data were derived.
 AH1032
 AH1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR027459(NAD 83)
 AH1032_MARKER: DB = BENCH MARK DISK
 AH1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH1032_SP_SET: CULVERT
 AH1032_STAMPING: C 613 1942
 AH1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1032
 AH1032  HISTORY     - Date     Condition        Report By
 AH1032  HISTORY     - 1942     MONUMENTED       CGS
 AH1032
 AH1032                          STATION DESCRIPTION
 AH1032
 AH1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1032'5.0 MI W FROM KINGSVILLE.
 AH1032'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH1032'PROCEED WESTERLY 5.0 MILES ALONG STATE HIGHWAY NO. 141 TO SITE OF
 AH1032'BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE WEST OF BRIDGE ON HIGHWAY
 AH1032'ACROSS SANTA GERTRUDUS CREEK.  IT IS IN EAST END OF NORTH HEADWALL OF
 AH1032'6 X 10 FOOT CONCRETE CULVERT, ABOUT 200.0 FEET EAST OF CONCRETE
 AH1032'HIGHWAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1033 ***********************************************************************
 AH1033  DESIGNATION -  C 613 RESET 1957
 AH1033  PID         -  AH1033
 AH1033  STATE/COUNTY-  TX/KLEBERG
 AH1033  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1033
 AH1033                         *CURRENT SURVEY CONTROL
 AH1033  ___________________________________________________________________
 AH1033* NAD 83(1986)-  27 31 59.     (N)    097 57 34.     (W)     SCALED    
 AH1033* NAVD 88     -        29.29   (meters)      96.1    (feet)  RESET     
 AH1033  ___________________________________________________________________
 AH1033  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH1033
 AH1033  VERT ORDER  -  THIRD
 AH1033
 AH1033.The horizontal coordinates were scaled from a topographic map and have
 AH1033.an estimated accuracy of +/- 6 seconds.
 AH1033
 AH1033.The orthometric height was computed from unverified reset data.
 AH1033
 AH1033.The geoid height was determined by GEOID03.
 AH1033
 AH1033;                    North         East    Units  Estimated Accuracy
 AH1033;SPC TX S     - 5,206,900.      353,390.      MT  (+/- 180 meters Scaled)
 AH1033
 AH1033                          SUPERSEDED SURVEY CONTROL
 AH1033
 AH1033  NGVD 29 (??/??/??)   29.38   (m)           96.4    (f) RESET       3  
 AH1033
 AH1033.Superseded values are not recommended for survey control.
 AH1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1033.See file dsdata.txt to determine how the superseded data were derived.
 AH1033
 AH1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR027459(NAD 83)
 AH1033_MARKER: DB = BENCH MARK DISK
 AH1033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH1033_SP_SET: CULVERT
 AH1033_STAMPING: C 613 RESET 1957
 AH1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1033
 AH1033  HISTORY     - Date     Condition        Report By
 AH1033  HISTORY     - 1957     MONUMENTED       TXHD
 AH1033
 AH1033                          STATION DESCRIPTION
 AH1033
 AH1033'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AH1033'5 MI W FROM KINKSVILLE.
 AH1033'5.0 MILES WEST ALONG STATE HIGHWAY 141 FROM THE MISSOURI PACIFIC
 AH1033'RAILROAD STATION AT KINGSVILLE, 0.4 MILE WEST OF A BRIDGE OVER SANTA
 AH1033'GERTRUDIS CREEK, ABOUT 200 FEET EAST OF A CONCRETE HIGHWAY MARKER, AND
 AH1033'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE
 AH1033'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0648 ***********************************************************************
 AH0648  DESIGNATION -  C 614
 AH0648  PID         -  AH0648
 AH0648  STATE/COUNTY-  TX/KLEBERG
 AH0648  USGS QUAD   -  PAISANO LAKE (1979)
 AH0648
 AH0648                         *CURRENT SURVEY CONTROL
 AH0648  ___________________________________________________________________
 AH0648* NAD 83(1986)-  27 18 29.     (N)    097 57 47.     (W)     SCALED    
 AH0648* NAVD 88     -        24.861  (meters)      81.56   (feet)  ADJUSTED  
 AH0648  ___________________________________________________________________
 AH0648  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AH0648  DYNAMIC HT  -          24.822 (meters)      81.44  (feet)  COMP
 AH0648  MODELED GRAV-     979,082.9   (mgal)                       NAVD 88
 AH0648
 AH0648  VERT ORDER  -  SECOND    CLASS 0
 AH0648
 AH0648.The horizontal coordinates were scaled from a topographic map and have
 AH0648.an estimated accuracy of +/- 6 seconds.
 AH0648
 AH0648.The orthometric height was determined by differential leveling
 AH0648.and adjusted by the National Geodetic Survey in June 1991..
 AH0648
 AH0648.The geoid height was determined by GEOID03.
 AH0648
 AH0648.The dynamic height is computed by dividing the NAVD 88
 AH0648.geopotential number by the normal gravity value computed on the
 AH0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0648.degrees latitude (g = 980.6199 gals.).
 AH0648
 AH0648.The modeled gravity was interpolated from observed gravity values.
 AH0648
 AH0648;                    North         East    Units  Estimated Accuracy
 AH0648;SPC TX S     - 5,181,970.      353,140.      MT  (+/- 180 meters Scaled)
 AH0648
 AH0648                          SUPERSEDED SURVEY CONTROL
 AH0648
 AH0648  NGVD 29 (??/??/92)   24.981  (m)           81.96   (f) ADJ UNCH    2 0
 AH0648
 AH0648.Superseded values are not recommended for survey control.
 AH0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0648.See file dsdata.txt to determine how the superseded data were derived.
 AH0648
 AH0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR026209(NAD 83)
 AH0648_MARKER: DB = BENCH MARK DISK
 AH0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0648_STAMPING: C 614 1942
 AH0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0648+STABILITY: SURFACE MOTION
 AH0648
 AH0648  HISTORY     - Date     Condition        Report By
 AH0648  HISTORY     - 1942     MONUMENTED       CGS
 AH0648  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0648
 AH0648                          STATION DESCRIPTION
 AH0648
 AH0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0648'13.1 MI NW FROM RIVIERA.
 AH0648'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT RIVIERA-- PROCEED
 AH0648'WESTERLY 9.7 MILES ALONG STATE HIGHWAY NO. 285.  THENCE GO NORTH ALONG
 AH0648'FENCE LINE 3.4 MILES TO SITE OF BENCH MARK.  BENCH MARK IS AT THE
 AH0648'NORTHEAST CORNER OF FENCE AROUND THE CAMP ON KING PROPERTY.  IT IS
 AH0648'78.0 FEET NORTHEAST OF NORTHEAST CORNER OF CONCRETE CAMPHOUSE, 6.0
 AH0648'FEET NORTH OF WOODEN GATE ON FENCE AT NORTHEAST CORNER OF CAMPHOUSE
 AH0648'YARD, 3.0 FEET SOUTH OF 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT
 AH0648'PROJECTS ABOUT 0.5 FOOT.
 AH0648
 AH0648                          STATION RECOVERY (1975)
 AH0648
 AH0648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0682 ***********************************************************************
 AH0682  DESIGNATION -  C 615
 AH0682  PID         -  AH0682
 AH0682  STATE/COUNTY-  TX/BROOKS
 AH0682  USGS QUAD   -  LA PALOMA RANCH (1979)
 AH0682
 AH0682                         *CURRENT SURVEY CONTROL
 AH0682  ___________________________________________________________________
 AH0682* NAD 83(1986)-  27 08 44.     (N)    097 59 52.     (W)     SCALED    
 AH0682* NAVD 88     -        25.172  (meters)      82.59   (feet)  ADJUSTED  
 AH0682  ___________________________________________________________________
 AH0682  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AH0682  DYNAMIC HT  -          25.132 (meters)      82.45  (feet)  COMP
 AH0682  MODELED GRAV-     979,074.4   (mgal)                       NAVD 88
 AH0682
 AH0682  VERT ORDER  -  SECOND    CLASS 0
 AH0682
 AH0682.The horizontal coordinates were scaled from a topographic map and have
 AH0682.an estimated accuracy of +/- 6 seconds.
 AH0682
 AH0682.The orthometric height was determined by differential leveling
 AH0682.and adjusted by the National Geodetic Survey in June 1991..
 AH0682
 AH0682.The geoid height was determined by GEOID03.
 AH0682
 AH0682.The dynamic height is computed by dividing the NAVD 88
 AH0682.geopotential number by the normal gravity value computed on the
 AH0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0682.degrees latitude (g = 980.6199 gals.).
 AH0682
 AH0682.The modeled gravity was interpolated from observed gravity values.
 AH0682
 AH0682;                    North         East    Units  Estimated Accuracy
 AH0682;SPC TX S     - 5,163,950.      349,780.      MT  (+/- 180 meters Scaled)
 AH0682
 AH0682                          SUPERSEDED SURVEY CONTROL
 AH0682
 AH0682  NGVD 29 (??/??/92)   25.277  (m)           82.93   (f) ADJ UNCH    2 0
 AH0682
 AH0682.Superseded values are not recommended for survey control.
 AH0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0682.See file dsdata.txt to determine how the superseded data were derived.
 AH0682
 AH0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR993029(NAD 83)
 AH0682_MARKER: DB = BENCH MARK DISK
 AH0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0682_STAMPING: C 615 1942
 AH0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0682+STABILITY: SURFACE MOTION
 AH0682
 AH0682  HISTORY     - Date     Condition        Report By
 AH0682  HISTORY     - 1942     MONUMENTED       CGS
 AH0682  HISTORY     - 1975     GOOD             USGS
 AH0682
 AH0682                          STATION DESCRIPTION
 AH0682
 AH0682'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0682'5.4 MI E FROM FALFURRIAS.
 AH0682'ABOUT 5.4 MILES EAST ALONG STATE HIGHWAY 285 FROM THE COURTHOUSE AT
 AH0682'FALFURRIAS, THEN SOUTH ON FARM AND MARKET ROAD 2191 FOR 2.0 MILES,
 AH0682'TURN EAST ON A RANCH ROAD AND CONTINUE 3.75 MILES TO A RIGHT ANGLE
 AH0682'BEND SOUTH, GO SOUTH 2.6 MILES ON TRACK ROAD, THEN EAST 0.3 MILE TO A
 AH0682'N-S FENCE, PROCEED THROUGH GATE AND TURN SOUTH ALONG FENCE 0.95 MILE.
 AH0682'BM IS 780 FT. NORTH OF A FENCE CORNER IN THE FENCE LINE.  A STANDARD
 AH0682'DISK IN CONCRETE 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0498 ***********************************************************************
 AH0498  DESIGNATION -  C 616
 AH0498  PID         -  AH0498
 AH0498  STATE/COUNTY-  TX/KENEDY
 AH0498  USGS QUAD   -  SARITA (1979)
 AH0498
 AH0498                         *CURRENT SURVEY CONTROL
 AH0498  ___________________________________________________________________
 AH0498* NAD 83(1986)-  27 13 53.     (N)    097 47 42.     (W)     SCALED    
 AH0498* NAVD 88     -        11.909  (meters)      39.07   (feet)  ADJUSTED  
 AH0498  ___________________________________________________________________
 AH0498  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH0498  DYNAMIC HT  -          11.890 (meters)      39.01  (feet)  COMP
 AH0498  MODELED GRAV-     979,091.7   (mgal)                       NAVD 88
 AH0498
 AH0498  VERT ORDER  -  FIRST     CLASS II
 AH0498
 AH0498.The horizontal coordinates were scaled from a topographic map and have
 AH0498.an estimated accuracy of +/- 6 seconds.
 AH0498
 AH0498.The orthometric height was determined by differential leveling
 AH0498.and adjusted by the National Geodetic Survey in June 1991..
 AH0498
 AH0498.The geoid height was determined by GEOID03.
 AH0498
 AH0498.The dynamic height is computed by dividing the NAVD 88
 AH0498.geopotential number by the normal gravity value computed on the
 AH0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0498.degrees latitude (g = 980.6199 gals.).
 AH0498
 AH0498.The modeled gravity was interpolated from observed gravity values.
 AH0498
 AH0498;                    North         East    Units  Estimated Accuracy
 AH0498;SPC TX S     - 5,173,550.      369,820.      MT  (+/- 180 meters Scaled)
 AH0498
 AH0498                          SUPERSEDED SURVEY CONTROL
 AH0498
 AH0498  NGVD 29 (??/??/92)   12.003  (m)           39.38   (f) ADJ UNCH    1 2
 AH0498
 AH0498.Superseded values are not recommended for survey control.
 AH0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0498.See file dsdata.txt to determine how the superseded data were derived.
 AH0498
 AH0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR193126(NAD 83)
 AH0498_MARKER: DB = BENCH MARK DISK
 AH0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0498_STAMPING: C 616 1942
 AH0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0498+STABILITY: SURFACE MOTION
 AH0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0498+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0498
 AH0498  HISTORY     - Date     Condition        Report By
 AH0498  HISTORY     - 1942     MONUMENTED       CGS
 AH0498  HISTORY     - 1975     GOOD             USGS
 AH0498  HISTORY     - 20040204 GOOD             USPSQD
 AH0498
 AH0498                          STATION DESCRIPTION
 AH0498
 AH0498'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0498'0.9 MI N FROM SARITA.
 AH0498'0.9 MILE NORTH ALONG US. HWY 77 FROM INTERSECTION OF HWY 77 AND
 AH0498'EAST-WEST ROAD CROSSING SARITA, THEN 0.35 MILE WEST ACROSS RR TRACK,
 AH0498'THEN SOUTH FOR .3 MILES DOWN WEST RR ROW, 5.5 FEET SOUTH OF THE FOURTH
 AH0498'POLE NORTH OF MILEPOST 98, 39 FEET WEST OF THE CENTERLINE OF MAIN
 AH0498'TRACK, 9 FEET EAST OF ROW FENCE.  A DISK SET IN THE TOP OF A CONCRETE
 AH0498'POST 1.0 FOOT ABOVE GROUND.
 AH0498
 AH0498                          STATION RECOVERY (2004)
 AH0498
 AH0498'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0242 ***********************************************************************
 AE0242  DESIGNATION -  C 617
 AE0242  PID         -  AE0242
 AE0242  STATE/COUNTY-  TX/BROOKS
 AE0242  USGS QUAD   -  SAN TOMAS CAMP (1982)
 AE0242
 AE0242                         *CURRENT SURVEY CONTROL
 AE0242  ___________________________________________________________________
 AE0242* NAD 83(1986)-  26 55 17.     (N)    098 02 20.     (W)     SCALED    
 AE0242* NAVD 88     -        21.424  (meters)      70.29   (feet)  ADJUSTED  
 AE0242  ___________________________________________________________________
 AE0242  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AE0242  DYNAMIC HT  -          21.390 (meters)      70.18  (feet)  COMP
 AE0242  MODELED GRAV-     979,058.9   (mgal)                       NAVD 88
 AE0242
 AE0242  VERT ORDER  -  SECOND    CLASS 0
 AE0242
 AE0242.The horizontal coordinates were scaled from a topographic map and have
 AE0242.an estimated accuracy of +/- 6 seconds.
 AE0242
 AE0242.The orthometric height was determined by differential leveling
 AE0242.and adjusted by the National Geodetic Survey in June 1991..
 AE0242
 AE0242.The geoid height was determined by GEOID03.
 AE0242
 AE0242.The dynamic height is computed by dividing the NAVD 88
 AE0242.geopotential number by the normal gravity value computed on the
 AE0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0242.degrees latitude (g = 980.6199 gals.).
 AE0242
 AE0242.The modeled gravity was interpolated from observed gravity values.
 AE0242
 AE0242;                    North         East    Units  Estimated Accuracy
 AE0242;SPC TX S     - 5,139,100.      345,790.      MT  (+/- 180 meters Scaled)
 AE0242
 AE0242                          SUPERSEDED SURVEY CONTROL
 AE0242
 AE0242  NGVD 29 (??/??/92)   21.522  (m)           70.61   (f) ADJ UNCH    2 0
 AE0242
 AE0242.Superseded values are not recommended for survey control.
 AE0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0242.See file dsdata.txt to determine how the superseded data were derived.
 AE0242
 AE0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ954780(NAD 83)
 AE0242_MARKER: DB = BENCH MARK DISK
 AE0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0242_STAMPING: C 617 1942
 AE0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0242+STABILITY: SURFACE MOTION
 AE0242
 AE0242  HISTORY     - Date     Condition        Report By
 AE0242  HISTORY     - 1942     MONUMENTED       CGS
 AE0242  HISTORY     - 1962     GOOD             USGS
 AE0242
 AE0242                          STATION DESCRIPTION
 AE0242
 AE0242'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0242'9.9 MI NE FROM ENCINO.
 AE0242'0.8 MILE NORTH ALONG U.S. HWY. 281 FROM THE SCHOOL HOUSE AT ENCINO
 AE0242'BROOKS CO. THENCE 5.9 MILES NORTH-EAST ALONG THE KINGS RANCH RD.
 AE0242'THENCE 1.9 MILES SOUTH TO T RD. EAST THENCE 0.9 MILE TO OIL FIELD
 AE0242'PUMPING STA. THENCE, 0.4 MILE DUE EAST ACROSS COUNTRY TO BM. STAMPED C
 AE0242'617 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1130 ***********************************************************************
 AB1130  DESIGNATION -  C 619
 AB1130  PID         -  AB1130
 AB1130  STATE/COUNTY-  TX/KENEDY
 AB1130  USGS QUAD   -  ANDREA RANCH (1982)
 AB1130
 AB1130                         *CURRENT SURVEY CONTROL
 AB1130  ___________________________________________________________________
 AB1130* NAD 83(1986)-  26 44 55.     (N)    097 54 10.     (W)     SCALED    
 AB1130* NAVD 88     -        11.812  (meters)      38.75   (feet)  ADJUSTED  
 AB1130  ___________________________________________________________________
 AB1130  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AB1130  DYNAMIC HT  -          11.793 (meters)      38.69  (feet)  COMP
 AB1130  MODELED GRAV-     979,057.8   (mgal)                       NAVD 88
 AB1130
 AB1130  VERT ORDER  -  SECOND    CLASS 0
 AB1130
 AB1130.The horizontal coordinates were scaled from a topographic map and have
 AB1130.an estimated accuracy of +/- 6 seconds.
 AB1130
 AB1130.The orthometric height was determined by differential leveling
 AB1130.and adjusted by the National Geodetic Survey in June 1991..
 AB1130
 AB1130.The geoid height was determined by GEOID03.
 AB1130
 AB1130.The dynamic height is computed by dividing the NAVD 88
 AB1130.geopotential number by the normal gravity value computed on the
 AB1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1130.degrees latitude (g = 980.6199 gals.).
 AB1130
 AB1130.The modeled gravity was interpolated from observed gravity values.
 AB1130
 AB1130;                    North         East    Units  Estimated Accuracy
 AB1130;SPC TX S     - 5,120,010.      359,400.      MT  (+/- 180 meters Scaled)
 AB1130
 AB1130                          SUPERSEDED SURVEY CONTROL
 AB1130
 AB1130  NGVD 29 (??/??/92)   11.904  (m)           39.05   (f) ADJ UNCH    2 0
 AB1130
 AB1130.Superseded values are not recommended for survey control.
 AB1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1130.See file dsdata.txt to determine how the superseded data were derived.
 AB1130
 AB1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ091590(NAD 83)
 AB1130_MARKER: DB = BENCH MARK DISK
 AB1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1130_STAMPING: C 619 1942
 AB1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1130+STABILITY: SURFACE MOTION
 AB1130
 AB1130  HISTORY     - Date     Condition        Report By
 AB1130  HISTORY     - 1942     MONUMENTED       CGS
 AB1130
 AB1130                          STATION DESCRIPTION
 AB1130
 AB1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1130'9.0 MI W FROM NORRIAS.
 AB1130'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1130'PROCEED 8.8 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1130'MARK.  BENCH MARK IS ON A SMALL KNOLL IN PASTURE ON THE SANTA FE
 AB1130'RANCH, 15.0 FEET NORTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF
 AB1130'THE ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE
 AB1130'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1115 ***********************************************************************
 AB1115  DESIGNATION -  C 620
 AB1115  PID         -  AB1115
 AB1115  STATE/COUNTY-  TX/BROOKS
 AB1115  USGS QUAD   -  JULIAN (1982)
 AB1115
 AB1115                         *CURRENT SURVEY CONTROL
 AB1115  ___________________________________________________________________
 AB1115* NAD 83(1986)-  26 47 31.     (N)    097 58 28.     (W)     SCALED    
 AB1115* NAVD 88     -        14.669  (meters)      48.13   (feet)  ADJUSTED  
 AB1115  ___________________________________________________________________
 AB1115  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AB1115  DYNAMIC HT  -          14.646 (meters)      48.05  (feet)  COMP
 AB1115  MODELED GRAV-     979,055.8   (mgal)                       NAVD 88
 AB1115
 AB1115  VERT ORDER  -  SECOND    CLASS 0
 AB1115
 AB1115.The horizontal coordinates were scaled from a topographic map and have
 AB1115.an estimated accuracy of +/- 6 seconds.
 AB1115
 AB1115.The orthometric height was determined by differential leveling
 AB1115.and adjusted by the National Geodetic Survey in June 1991..
 AB1115
 AB1115.The geoid height was determined by GEOID03.
 AB1115
 AB1115.The dynamic height is computed by dividing the NAVD 88
 AB1115.geopotential number by the normal gravity value computed on the
 AB1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1115.degrees latitude (g = 980.6199 gals.).
 AB1115
 AB1115.The modeled gravity was interpolated from observed gravity values.
 AB1115
 AB1115;                    North         East    Units  Estimated Accuracy
 AB1115;SPC TX S     - 5,124,780.      352,250.      MT  (+/- 180 meters Scaled)
 AB1115
 AB1115                          SUPERSEDED SURVEY CONTROL
 AB1115
 AB1115  NGVD 29 (??/??/92)   14.767  (m)           48.45   (f) ADJ UNCH    2 0
 AB1115
 AB1115.Superseded values are not recommended for survey control.
 AB1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1115.See file dsdata.txt to determine how the superseded data were derived.
 AB1115
 AB1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ019638(NAD 83)
 AB1115_MARKER: DB = BENCH MARK DISK
 AB1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1115_STAMPING: C 620 1942
 AB1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1115+STABILITY: SURFACE MOTION
 AB1115
 AB1115  HISTORY     - Date     Condition        Report By
 AB1115  HISTORY     - 1942     MONUMENTED       CGS
 AB1115  HISTORY     - 1954     GOOD             USGS
 AB1115
 AB1115                          STATION DESCRIPTION
 AB1115
 AB1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1115'20.8 MI SE FROM ENCINO.
 AB1115'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AB1115'U S HIGHWAY NO.281 TO INTERSECTION OF RANCH ROAD LEADING EAST. THENCE,
 AB1115'GO 9.7 MILES EASTERLY ALONG RANCH ROAD TO INTERSECTION OF RANCH ROAD
 AB1115'LEADING SOUTH.  THENCE, GO 10.5 MILES SOUTHERLY ALONG RANCH ROAD TO
 AB1115'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 3.6 MILES SOUTH OF
 AB1115'THE CUATRO ESCUINAS WELL ON THE KING RANCH, IN PASTURE AND 8.0 FEET
 AB1115'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AB1115'ROAD.  IT IS 8.0 FEET SOUTH OF A SMALL MESQUITE TREE AND 3.0 FEET WEST
 AB1115'OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
 AB1115
 AB1115                          STATION RECOVERY (1954)
 AB1115
 AB1115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0351 ***********************************************************************
 AJ0351  DESIGNATION -  C 621
 AJ0351  PID         -  AJ0351
 AJ0351  STATE/COUNTY-  TX/DUVAL
 AJ0351  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0351
 AJ0351                         *CURRENT SURVEY CONTROL
 AJ0351  ___________________________________________________________________
 AJ0351* NAD 83(1986)-  27 21 36.     (N)    098 16 31.     (W)     SCALED    
 AJ0351* NAVD 88     -        71.064  (meters)     233.15   (feet)  ADJUSTED  
 AJ0351  ___________________________________________________________________
 AJ0351  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AJ0351  DYNAMIC HT  -          70.952 (meters)     232.78  (feet)  COMP
 AJ0351  MODELED GRAV-     979,069.7   (mgal)                       NAVD 88
 AJ0351
 AJ0351  VERT ORDER  -  SECOND    CLASS 0
 AJ0351
 AJ0351.The horizontal coordinates were scaled from a topographic map and have
 AJ0351.an estimated accuracy of +/- 6 seconds.
 AJ0351
 AJ0351.The orthometric height was determined by differential leveling
 AJ0351.and adjusted by the National Geodetic Survey in June 1991..
 AJ0351
 AJ0351.The geoid height was determined by GEOID03.
 AJ0351
 AJ0351.The dynamic height is computed by dividing the NAVD 88
 AJ0351.geopotential number by the normal gravity value computed on the
 AJ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0351.degrees latitude (g = 980.6199 gals.).
 AJ0351
 AJ0351.The modeled gravity was interpolated from observed gravity values.
 AJ0351
 AJ0351;                    North         East    Units  Estimated Accuracy
 AJ0351;SPC TX S     - 5,187,630.      322,230.      MT  (+/- 180 meters Scaled)
 AJ0351
 AJ0351                          SUPERSEDED SURVEY CONTROL
 AJ0351
 AJ0351  NGVD 29 (??/??/92)   71.16   (m)          233.5    (f) COMPUTED    2 0
 AJ0351
 AJ0351.Superseded values are not recommended for survey control.
 AJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0351.See file dsdata.txt to determine how the superseded data were derived.
 AJ0351
 AJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR716265(NAD 83)
 AJ0351_MARKER: DB = BENCH MARK DISK
 AJ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0351_STAMPING: C 621 1942
 AJ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0351+STABILITY: SURFACE MOTION
 AJ0351
 AJ0351  HISTORY     - Date     Condition        Report By
 AJ0351  HISTORY     - 1942     MONUMENTED       CGS
 AJ0351  HISTORY     - 1969     MARK NOT FOUND   USGS
 AJ0351
 AJ0351                          STATION DESCRIPTION
 AJ0351
 AJ0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0351'13.5 MI SW FROM PREMONT.
 AJ0351'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0351'PROCEED 0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TO
 AJ0351'INTERSECTION OF TRACK ROAD LEADING WESTERLY.  THENCE, GO 11.0 MILES
 AJ0351'WESTERLY ALONG THE TRACK ROAD TO INTERSECTION OF CROSSROAD.  THENCE,
 AJ0351'GO 2.0 MILES SOUTHERLY ALONG ROAD TOWARDS COPITA TO THE SITE OF THE
 AJ0351'BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF INTERSECTION OF
 AJ0351'LANE LEADING TO FARM HOUSE, 27.0 FEET WEST OF THE CENTERLINE OF THE
 AJ0351'ROAD, 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AJ0351'WEST OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0351
 AJ0351                          STATION RECOVERY (1969)
 AJ0351
 AJ0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AJ0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0374 ***********************************************************************
 AJ0374  DESIGNATION -  C 622
 AJ0374  PID         -  AJ0374
 AJ0374  STATE/COUNTY-  TX/DUVAL
 AJ0374  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0374
 AJ0374                         *CURRENT SURVEY CONTROL
 AJ0374  ___________________________________________________________________
 AJ0374* NAD 83(1986)-  27 23 34.     (N)    098 24 18.     (W)     SCALED    
 AJ0374* NAVD 88     -        95.726  (meters)     314.06   (feet)  ADJUSTED  
 AJ0374  ___________________________________________________________________
 AJ0374  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AJ0374  DYNAMIC HT  -          95.575 (meters)     313.57  (feet)  COMP
 AJ0374  MODELED GRAV-     979,067.9   (mgal)                       NAVD 88
 AJ0374
 AJ0374  VERT ORDER  -  SECOND    CLASS 0
 AJ0374
 AJ0374.The horizontal coordinates were scaled from a topographic map and have
 AJ0374.an estimated accuracy of +/- 6 seconds.
 AJ0374
 AJ0374.The orthometric height was determined by differential leveling
 AJ0374.and adjusted by the National Geodetic Survey in June 1991..
 AJ0374
 AJ0374.The geoid height was determined by GEOID03.
 AJ0374
 AJ0374.The dynamic height is computed by dividing the NAVD 88
 AJ0374.geopotential number by the normal gravity value computed on the
 AJ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0374.degrees latitude (g = 980.6199 gals.).
 AJ0374
 AJ0374.The modeled gravity was interpolated from observed gravity values.
 AJ0374
 AJ0374;                    North         East    Units  Estimated Accuracy
 AJ0374;SPC TX S     - 5,191,240.      309,400.      MT  (+/- 180 meters Scaled)
 AJ0374
 AJ0374                          SUPERSEDED SURVEY CONTROL
 AJ0374
 AJ0374  NGVD 29 (??/??/92)   95.84   (m)          314.4    (f) COMPUTED    2 0
 AJ0374
 AJ0374.Superseded values are not recommended for survey control.
 AJ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0374.See file dsdata.txt to determine how the superseded data were derived.
 AJ0374
 AJ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR588300(NAD 83)
 AJ0374_MARKER: DB = BENCH MARK DISK
 AJ0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0374_SP_SET: BRIDGE
 AJ0374_STAMPING: C 622 1942
 AJ0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0374
 AJ0374  HISTORY     - Date     Condition        Report By
 AJ0374  HISTORY     - 1942     MONUMENTED       CGS
 AJ0374  HISTORY     - 1968     GOOD             USGS
 AJ0374
 AJ0374                          STATION DESCRIPTION
 AJ0374
 AJ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0374'16.8 MI S FROM BENAVIDES.
 AJ0374'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AJ0374'BENAVIDES-- PROCEED 11.6 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339
 AJ0374'TO CURVE.  THENCE, GO 0.5 MILE WEST ALONG DIRT ROAD TO CURVE. THENCE,
 AJ0374'GO 4.7 MILES SOUTHERLY ALONG ROAD TO SITE OF BENCH MARK. BENCH MARK IS
 AJ0374'ABOUT 0.75 MILE SOUTH OF INTERSECTION OF CROSSROAD, SET HORIZONTALLY
 AJ0374'IN THE SOUTHEAST CONCRETE WINGWALL OF BRIDGE.  IT IS 12.0 FEET EAST OF
 AJ0374'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD AND 1.2 FEET FROM
 AJ0374'THE END OF HEADWALL.
 AJ0374
 AJ0374                          STATION RECOVERY (1968)
 AJ0374
 AJ0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0387 ***********************************************************************
 AJ0387  DESIGNATION -  C 623
 AJ0387  PID         -  AJ0387
 AJ0387  STATE/COUNTY-  TX/DUVAL
 AJ0387  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0387
 AJ0387                         *CURRENT SURVEY CONTROL
 AJ0387  ___________________________________________________________________
 AJ0387* NAD 83(1986)-  27 24 54.     (N)    098 27 27.     (W)     SCALED    
 AJ0387* NAVD 88     -       116.146  (meters)     381.06   (feet)  ADJUSTED  
 AJ0387  ___________________________________________________________________
 AJ0387  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AJ0387  DYNAMIC HT  -         115.962 (meters)     380.45  (feet)  COMP
 AJ0387  MODELED GRAV-     979,065.0   (mgal)                       NAVD 88
 AJ0387
 AJ0387  VERT ORDER  -  SECOND    CLASS 0
 AJ0387
 AJ0387.The horizontal coordinates were scaled from a topographic map and have
 AJ0387.an estimated accuracy of +/- 6 seconds.
 AJ0387
 AJ0387.The orthometric height was determined by differential leveling
 AJ0387.and adjusted by the National Geodetic Survey in June 1991..
 AJ0387
 AJ0387.The geoid height was determined by GEOID03.
 AJ0387
 AJ0387.The dynamic height is computed by dividing the NAVD 88
 AJ0387.geopotential number by the normal gravity value computed on the
 AJ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0387.degrees latitude (g = 980.6199 gals.).
 AJ0387
 AJ0387.The modeled gravity was interpolated from observed gravity values.
 AJ0387
 AJ0387;                    North         East    Units  Estimated Accuracy
 AJ0387;SPC TX S     - 5,193,700.      304,200.      MT  (+/- 180 meters Scaled)
 AJ0387
 AJ0387                          SUPERSEDED SURVEY CONTROL
 AJ0387
 AJ0387  NGVD 29 (??/??/92)  116.22   (m)          381.3    (f) COMPUTED    2 0
 AJ0387
 AJ0387.Superseded values are not recommended for survey control.
 AJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0387.See file dsdata.txt to determine how the superseded data were derived.
 AJ0387
 AJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR536325(NAD 83)
 AJ0387_MARKER: DB = BENCH MARK DISK
 AJ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0387_STAMPING: C 623 1942
 AJ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0387+STABILITY: SURFACE MOTION
 AJ0387
 AJ0387  HISTORY     - Date     Condition        Report By
 AJ0387  HISTORY     - 1942     MONUMENTED       CGS
 AJ0387  HISTORY     - 1969     GOOD             USGS
 AJ0387
 AJ0387                          STATION DESCRIPTION
 AJ0387
 AJ0387'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AJ0387'6.0 MI E FROM REALITOS.
 AJ0387'REALITOS, 6.0 MILES EAST OF, ALONG FARM RD., 716.  6.4 MILES WEST
 AJ0387'ALONG FARM RD 716 FROM CONCEPEION.  183 FEET NORTH AND 18 FEET EAST OF
 AJ0387'DIMN Y-RD-S.  STANDARD DISK.  STAMPED C 623 1942 AND SET IN THE TOP OF
 AJ0387'A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0165 ***********************************************************************
 AJ0165  DESIGNATION -  C 624
 AJ0165  PID         -  AJ0165
 AJ0165  STATE/COUNTY-  TX/JIM WELLS
 AJ0165  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0165
 AJ0165                         *CURRENT SURVEY CONTROL
 AJ0165  ___________________________________________________________________
 AJ0165* NAD 83(1986)-  27 38 49.     (N)    098 05 45.     (W)     SCALED    
 AJ0165* NAVD 88     -        57.187  (meters)     187.62   (feet)  ADJUSTED  
 AJ0165  ___________________________________________________________________
 AJ0165  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AJ0165  DYNAMIC HT  -          57.098 (meters)     187.33  (feet)  COMP
 AJ0165  MODELED GRAV-     979,090.6   (mgal)                       NAVD 88
 AJ0165
 AJ0165  VERT ORDER  -  SECOND    CLASS 0
 AJ0165
 AJ0165.The horizontal coordinates were scaled from a topographic map and have
 AJ0165.an estimated accuracy of +/- 6 seconds.
 AJ0165
 AJ0165.The orthometric height was determined by differential leveling
 AJ0165.and adjusted by the National Geodetic Survey in June 1991..
 AJ0165
 AJ0165.The geoid height was determined by GEOID03.
 AJ0165
 AJ0165.The dynamic height is computed by dividing the NAVD 88
 AJ0165.geopotential number by the normal gravity value computed on the
 AJ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0165.degrees latitude (g = 980.6199 gals.).
 AJ0165
 AJ0165.The modeled gravity was interpolated from observed gravity values.
 AJ0165
 AJ0165;                    North         East    Units  Estimated Accuracy
 AJ0165;SPC TX S     - 5,219,470.      339,880.      MT  (+/- 180 meters Scaled)
 AJ0165
 AJ0165                          SUPERSEDED SURVEY CONTROL
 AJ0165
 AJ0165  NGVD 29 (??/??/92)   57.28   (m)          187.9    (f) COMPUTED    2 0
 AJ0165
 AJ0165.Superseded values are not recommended for survey control.
 AJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0165.See file dsdata.txt to determine how the superseded data were derived.
 AJ0165
 AJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR891584(NAD 83)
 AJ0165_MARKER: DB = BENCH MARK DISK
 AJ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0165_STAMPING: C 624 1942
 AJ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0165+STABILITY: SURFACE MOTION
 AJ0165
 AJ0165  HISTORY     - Date     Condition        Report By
 AJ0165  HISTORY     - 1942     MONUMENTED       CGS
 AJ0165  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0165
 AJ0165                          STATION DESCRIPTION
 AJ0165
 AJ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0165'0.7 MI W FROM BEN BOLT.
 AJ0165'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT BEN BOLT--
 AJ0165'PROCEED 0.7 MILE WEST ALONG ROAD TO THE SITE OF THE BENCH MARK. BENCH
 AJ0165'MARK IS ABOUT 170.0 FEET EAST OF A CATTLE GUARD ACROSS THE ROAD, 27.0
 AJ0165'FEET SOUTH OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE ROAD. IT
 AJ0165'IS 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH
 AJ0165'OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0165
 AJ0165                          STATION RECOVERY (1963)
 AJ0165
 AJ0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0415 ***********************************************************************
 AJ0415  DESIGNATION -  C 625
 AJ0415  PID         -  AJ0415
 AJ0415  STATE/COUNTY-  TX/BROOKS
 AJ0415  USGS QUAD   -  PALOMAS RANCH (1968)
 AJ0415
 AJ0415                         *CURRENT SURVEY CONTROL
 AJ0415  ___________________________________________________________________
 AJ0415* NAD 83(1986)-  27 10 01.     (N)    098 16 36.     (W)     SCALED    
 AJ0415* NAVD 88     -        58.294  (meters)     191.25   (feet)  ADJUSTED  
 AJ0415  ___________________________________________________________________
 AJ0415  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AJ0415  DYNAMIC HT  -          58.201 (meters)     190.95  (feet)  COMP
 AJ0415  MODELED GRAV-     979,057.3   (mgal)                       NAVD 88
 AJ0415
 AJ0415  VERT ORDER  -  SECOND    CLASS 0
 AJ0415
 AJ0415.The horizontal coordinates were scaled from a topographic map and have
 AJ0415.an estimated accuracy of +/- 6 seconds.
 AJ0415
 AJ0415.The orthometric height was determined by differential leveling
 AJ0415.and adjusted by the National Geodetic Survey in June 1991..
 AJ0415
 AJ0415.The geoid height was determined by GEOID03.
 AJ0415
 AJ0415.The dynamic height is computed by dividing the NAVD 88
 AJ0415.geopotential number by the normal gravity value computed on the
 AJ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0415.degrees latitude (g = 980.6199 gals.).
 AJ0415
 AJ0415.The modeled gravity was interpolated from observed gravity values.
 AJ0415
 AJ0415;                    North         East    Units  Estimated Accuracy
 AJ0415;SPC TX S     - 5,166,240.      322,130.      MT  (+/- 180 meters Scaled)
 AJ0415
 AJ0415                          SUPERSEDED SURVEY CONTROL
 AJ0415
 AJ0415  NGVD 29 (??/??/92)   58.38   (m)          191.5    (f) COMPUTED    2 0
 AJ0415
 AJ0415.Superseded values are not recommended for survey control.
 AJ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0415.See file dsdata.txt to determine how the superseded data were derived.
 AJ0415
 AJ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR716051(NAD 83)
 AJ0415_MARKER: DB = BENCH MARK DISK
 AJ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0415_STAMPING: C 625 1942
 AJ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0415+STABILITY: SURFACE MOTION
 AJ0415
 AJ0415  HISTORY     - Date     Condition        Report By
 AJ0415  HISTORY     - 1942     MONUMENTED       CGS
 AJ0415
 AJ0415                          STATION DESCRIPTION
 AJ0415
 AJ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0415'11.0 MI SW FROM FALFURRIAS.
 AJ0415'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 0.4 MILES
 AJ0415'SOUTH ALONG STATE HIGHWAY NO. 281 TO THE INTERSECTION OF ROAD LEADING
 AJ0415'WEST.  THENCE, GO 2.6 MILES SOUTHWESTERLY ALONG ROAD TO INTERSECTION
 AJ0415'OF EAST-WEST ROAD.  THENCE, GO 8.0 MILES WESTERLY ALONG ROAD TO THE
 AJ0415'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE EAST OF A CATTLE
 AJ0415'GUARD ACROSS ROAD, 24.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AJ0415'THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AJ0415'MARKER POST AND 1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.6
 AJ0415'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0416 ***********************************************************************
 AJ0416  DESIGNATION -  C 625 RESET 1955
 AJ0416  PID         -  AJ0416
 AJ0416  STATE/COUNTY-  TX/BROOKS
 AJ0416  USGS QUAD   -  PALOMAS RANCH (1968)
 AJ0416
 AJ0416                         *CURRENT SURVEY CONTROL
 AJ0416  ___________________________________________________________________
 AJ0416* NAD 83(1986)-  27 10 01.     (N)    098 16 36.     (W)     SCALED    
 AJ0416* NAVD 88     -        58.12   (meters)     190.7    (feet)  RESET     
 AJ0416  ___________________________________________________________________
 AJ0416  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AJ0416
 AJ0416  VERT ORDER  -  THIRD
 AJ0416
 AJ0416.The horizontal coordinates were scaled from a topographic map and have
 AJ0416.an estimated accuracy of +/- 6 seconds.
 AJ0416
 AJ0416.The orthometric height was computed from unverified reset data.
 AJ0416
 AJ0416.The geoid height was determined by GEOID03.
 AJ0416
 AJ0416;                    North         East    Units  Estimated Accuracy
 AJ0416;SPC TX S     - 5,166,240.      322,130.      MT  (+/- 180 meters Scaled)
 AJ0416
 AJ0416                          SUPERSEDED SURVEY CONTROL
 AJ0416
 AJ0416.No superseded survey control is available for this station.
 AJ0416
 AJ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR716051(NAD 83)
 AJ0416_MARKER: DB = BENCH MARK DISK
 AJ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0416_STAMPING: C 625 RESET 1955
 AJ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0416+STABILITY: SURFACE MOTION
 AJ0416
 AJ0416  HISTORY     - Date     Condition        Report By
 AJ0416  HISTORY     - 1955     MONUMENTED       LOCENG
 AJ0416
 AJ0416                          STATION DESCRIPTION
 AJ0416
 AJ0416'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955
 AJ0416'11 MI SW FROM FALFURRIAS.
 AJ0416'0.4 MILE SOUTH ALONG STATE HIGHWAY 281 FROM THE COUNTY COURT HOUSE AT
 AJ0416'FALFURRIAS, BROOKS COUNTY, THENCE 2.6 MILES SOUTHWEST ALONG A ROAD TO
 AJ0416'THE JUNCTION OF A ROAD LEADING WEST, AND THENCE 8.0 MILES WEST ALONG
 AJ0416'THE ROAD.  0.3 MILE EAST OF A CATTLE GUARD, AND 39 FEET NORTH OF THE
 AJ0416'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 625 RESET 1955 AND
 AJ0416'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0518 ***********************************************************************
 AJ0518  DESIGNATION -  C 626
 AJ0518  PID         -  AJ0518
 AJ0518  STATE/COUNTY-  TX/JIM HOGG
 AJ0518  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0518
 AJ0518                         *CURRENT SURVEY CONTROL
 AJ0518  ___________________________________________________________________
 AJ0518* NAD 83(1986)-  27 11 27.     (N)    098 31 41.     (W)     SCALED    
 AJ0518* NAVD 88     -       132.035  (meters)     433.18   (feet)  ADJUSTED  
 AJ0518  ___________________________________________________________________
 AJ0518  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AJ0518  DYNAMIC HT  -         131.824 (meters)     432.49  (feet)  COMP
 AJ0518  MODELED GRAV-     979,048.3   (mgal)                       NAVD 88
 AJ0518
 AJ0518  VERT ORDER  -  SECOND    CLASS 0
 AJ0518
 AJ0518.The horizontal coordinates were scaled from a topographic map and have
 AJ0518.an estimated accuracy of +/- 6 seconds.
 AJ0518
 AJ0518.The orthometric height was determined by differential leveling
 AJ0518.and adjusted by the National Geodetic Survey in June 1991..
 AJ0518
 AJ0518.The geoid height was determined by GEOID03.
 AJ0518
 AJ0518.The dynamic height is computed by dividing the NAVD 88
 AJ0518.geopotential number by the normal gravity value computed on the
 AJ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0518.degrees latitude (g = 980.6199 gals.).
 AJ0518
 AJ0518.The modeled gravity was interpolated from observed gravity values.
 AJ0518
 AJ0518;                    North         East    Units  Estimated Accuracy
 AJ0518;SPC TX S     - 5,168,870.      297,220.      MT  (+/- 180 meters Scaled)
 AJ0518
 AJ0518                          SUPERSEDED SURVEY CONTROL
 AJ0518
 AJ0518  NGVD 29 (??/??/92)  132.086  (m)          433.35   (f) ADJ UNCH    2 0
 AJ0518
 AJ0518.Superseded values are not recommended for survey control.
 AJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0518.See file dsdata.txt to determine how the superseded data were derived.
 AJ0518
 AJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR467076(NAD 83)
 AJ0518_MARKER: DB = BENCH MARK DISK
 AJ0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0518_STAMPING: C 626 1942
 AJ0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0518+STABILITY: SURFACE MOTION
 AJ0518
 AJ0518  HISTORY     - Date     Condition        Report By
 AJ0518  HISTORY     - 1942     MONUMENTED       CGS
 AJ0518
 AJ0518                          STATION DESCRIPTION
 AJ0518
 AJ0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0518'15.7 MI SE FROM HEBBRONVILLE.
 AJ0518'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0518'PROCEED 9.2 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTA VISTA TO
 AJ0518'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 6.5 MILES EASTERLY
 AJ0518'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 1.4
 AJ0518'MILES NORTHWEST OF A MEXICAN HOUSE, 17.0 FEET WEST OF AND ABOUT 1.0
 AJ0518'FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS 14.0 FEET WEST OF CORNER
 AJ0518'POST AND GATE, 2.5 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0
 AJ0518'FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0441 ***********************************************************************
 AJ0441  DESIGNATION -  C 627
 AJ0441  PID         -  AJ0441
 AJ0441  STATE/COUNTY-  TX/BROOKS
 AJ0441  USGS QUAD   -  PALOMAS RANCH SE (1968)
 AJ0441
 AJ0441                         *CURRENT SURVEY CONTROL
 AJ0441  ___________________________________________________________________
 AJ0441* NAD 83(1986)-  27 05 45.     (N)    098 20 38.     (W)     SCALED    
 AJ0441* NAVD 88     -        79.758  (meters)     261.67   (feet)  ADJUSTED  
 AJ0441  ___________________________________________________________________
 AJ0441  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AJ0441  DYNAMIC HT  -          79.630 (meters)     261.25  (feet)  COMP
 AJ0441  MODELED GRAV-     979,048.5   (mgal)                       NAVD 88
 AJ0441
 AJ0441  VERT ORDER  -  SECOND    CLASS 0
 AJ0441
 AJ0441.The horizontal coordinates were scaled from a topographic map and have
 AJ0441.an estimated accuracy of +/- 6 seconds.
 AJ0441
 AJ0441.The orthometric height was determined by differential leveling
 AJ0441.and adjusted by the National Geodetic Survey in June 1991..
 AJ0441
 AJ0441.The geoid height was determined by GEOID03.
 AJ0441
 AJ0441.The dynamic height is computed by dividing the NAVD 88
 AJ0441.geopotential number by the normal gravity value computed on the
 AJ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0441.degrees latitude (g = 980.6199 gals.).
 AJ0441
 AJ0441.The modeled gravity was interpolated from observed gravity values.
 AJ0441
 AJ0441;                    North         East    Units  Estimated Accuracy
 AJ0441;SPC TX S     - 5,158,350.      315,480.      MT  (+/- 180 meters Scaled)
 AJ0441
 AJ0441                          SUPERSEDED SURVEY CONTROL
 AJ0441
 AJ0441  NGVD 29 (??/??/92)   79.831  (m)          261.91   (f) ADJ UNCH    2 0
 AJ0441
 AJ0441.Superseded values are not recommended for survey control.
 AJ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0441.See file dsdata.txt to determine how the superseded data were derived.
 AJ0441
 AJ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ650972(NAD 83)
 AJ0441_MARKER: DB = BENCH MARK DISK
 AJ0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0441_STAMPING: C 627 1942
 AJ0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0441+STABILITY: SURFACE MOTION
 AJ0441
 AJ0441  HISTORY     - Date     Condition        Report By
 AJ0441  HISTORY     - 1942     MONUMENTED       CGS
 AJ0441  HISTORY     - 1968     GOOD             USGS
 AJ0441
 AJ0441                          STATION DESCRIPTION
 AJ0441
 AJ0441'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0441'25.8 MI SW FROM FALFURRIAS.
 AJ0441'25.8 MILES SOUTHWEST OF FALFURRIS, BROOKS COUNTY.  THIS BENCH MARK MAY
 AJ0441'BE REACHED FROM THE COUNTY COURTHOUSE BY GOING 0.4 MILE SOUTH ALONG
 AJ0441'U.S. HIGHWAY 201, THENCE 2.6 MILES SOUTHWEST ALONG A COUNTY ROAD,
 AJ0441'THENCE 15.2 MILES WEST AND 3.0 MILES SOUTH ALONG ROADS TO DICK MARKS
 AJ0441'RANCH, AND THENCE ALONG COUNTY ROAD 1.1 MILE EAST, 1 MILE SOUTH, 0.15
 AJ0441'MILE EAST TO A GATE SOUTH TO BOERJAN BROS.  PROPERTY, THRU GATE AND
 AJ0441'SOUTHEAST ABOUT 0.7 MILE TO A WIDE BEND TO THE SOUTH AND THENCE CROSS
 AJ0441'COUNTRY EAST ABOUT 400 FT.  IT IS ABOUT 0.25 MILE SOUTH OF THE COUNTY
 AJ0441'ROAD, ABOUT 700 FT. WEST OF FENCE BETWEEN BOERJAN BROS AND MINTON
 AJ0441'RANCH (MANAGED BY PETER BOERJAN) AND 13 FT. SOUTH OF THE CENTERLINE OF
 AJ0441'A VERY DIM TRAIL.  A STANDARD DISK, STAMPED C 627 1942 AND SET IN THE
 AJ0441'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0131 ***********************************************************************
 AE0131  DESIGNATION -  C 628
 AE0131  PID         -  AE0131
 AE0131  STATE/COUNTY-  TX/BROOKS
 AE0131  USGS QUAD   -  ENCINO (1982)
 AE0131
 AE0131                         *CURRENT SURVEY CONTROL
 AE0131  ___________________________________________________________________
 AE0131* NAD 83(1986)-  26 53 30.     (N)    098 14 50.     (W)     SCALED    
 AE0131* NAVD 88     -        73.290  (meters)     240.45   (feet)  ADJUSTED  
 AE0131  ___________________________________________________________________
 AE0131  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AE0131  DYNAMIC HT  -          73.172 (meters)     240.07  (feet)  COMP
 AE0131  MODELED GRAV-     979,038.1   (mgal)                       NAVD 88
 AE0131
 AE0131  VERT ORDER  -  SECOND    CLASS 0
 AE0131
 AE0131.The horizontal coordinates were scaled from a topographic map and have
 AE0131.an estimated accuracy of +/- 6 seconds.
 AE0131
 AE0131.The orthometric height was determined by differential leveling
 AE0131.and adjusted by the National Geodetic Survey in June 1991..
 AE0131
 AE0131.The geoid height was determined by GEOID03.
 AE0131
 AE0131.The dynamic height is computed by dividing the NAVD 88
 AE0131.geopotential number by the normal gravity value computed on the
 AE0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0131.degrees latitude (g = 980.6199 gals.).
 AE0131
 AE0131.The modeled gravity was interpolated from observed gravity values.
 AE0131
 AE0131;                    North         East    Units  Estimated Accuracy
 AE0131;SPC TX S     - 5,135,750.      325,110.      MT  (+/- 180 meters Scaled)
 AE0131
 AE0131                          SUPERSEDED SURVEY CONTROL
 AE0131
 AE0131  NGVD 29 (??/??/92)   73.362  (m)          240.69   (f) ADJ UNCH    2 0
 AE0131
 AE0131.Superseded values are not recommended for survey control.
 AE0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0131.See file dsdata.txt to determine how the superseded data were derived.
 AE0131
 AE0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ747746(NAD 83)
 AE0131_MARKER: DB = BENCH MARK DISK
 AE0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0131_STAMPING: C 628 1942
 AE0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0131+STABILITY: SURFACE MOTION
 AE0131
 AE0131  HISTORY     - Date     Condition        Report By
 AE0131  HISTORY     - 1942     MONUMENTED       CGS
 AE0131
 AE0131                          STATION DESCRIPTION
 AE0131
 AE0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0131'6.0 MI W FROM RACHAL.
 AE0131'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0131'PROCEED 6.0 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0131'MARK.  BENCH MARK IS AT INTERSECTION OF LANE LEADING INTO FIELD, 28.0
 AE0131'FEET NORTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD AND
 AE0131'24.0 FEET EAST OF THE CENTER OF GATE ACROSS LANE LEADING INTO FIELD.
 AE0131'IT IS 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AE0131'SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0132 ***********************************************************************
 AE0132  DESIGNATION -  C 628 RESET 1963
 AE0132  PID         -  AE0132
 AE0132  STATE/COUNTY-  TX/BROOKS
 AE0132  USGS QUAD   -  ENCINO (1982)
 AE0132
 AE0132                         *CURRENT SURVEY CONTROL
 AE0132  ___________________________________________________________________
 AE0132* NAD 83(1986)-  26 53 30.     (N)    098 14 49.     (W)     SCALED    
 AE0132* NAVD 88     -        73.20   (meters)     240.2    (feet)  RESET     
 AE0132  ___________________________________________________________________
 AE0132  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AE0132
 AE0132  VERT ORDER  -  THIRD
 AE0132
 AE0132.The horizontal coordinates were scaled from a topographic map and have
 AE0132.an estimated accuracy of +/- 6 seconds.
 AE0132
 AE0132.The orthometric height was computed from unverified reset data.
 AE0132
 AE0132.The geoid height was determined by GEOID03.
 AE0132
 AE0132;                    North         East    Units  Estimated Accuracy
 AE0132;SPC TX S     - 5,135,750.      325,140.      MT  (+/- 180 meters Scaled)
 AE0132
 AE0132                          SUPERSEDED SURVEY CONTROL
 AE0132
 AE0132.No superseded survey control is available for this station.
 AE0132
 AE0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ747746(NAD 83)
 AE0132_MARKER: DB = BENCH MARK DISK
 AE0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0132_STAMPING: C 628 RESET 1963
 AE0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0132+STABILITY: SURFACE MOTION
 AE0132
 AE0132  HISTORY     - Date     Condition        Report By
 AE0132  HISTORY     - 1963     MONUMENTED       CGS
 AE0132
 AE0132                          STATION DESCRIPTION
 AE0132
 AE0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AE0132'7.0 MI W FROM RACHAL.
 AE0132'ABOUT 7.0 MILES WEST ALONG FARM-TO-MARKET ROAD 755 FROM THE JUNCTION
 AE0132'OF U. S. HIGHWAY 281 AND FARM-TO-MARKET ROAD 755 AT RACHAL, BROOKS
 AE0132'COUNTY, 51 FEET NORTH OF THE CENTER LINE OF FARM-TO-MARKET ROAD 755, 4
 AE0132'FEET WEST OF A T-FENCE CORNER, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE,
 AE0132'IN A NORTH-SOUTH FENCE LINE, AND 1.4 FEET NORTHEAST OF A METAL WITNESS
 AE0132'POST.  A STANDARD DISK STAMPED C 628 RESET 1963, SET IN A 10 X 10 IN.
 AE0132'CONCRETE POST WHICH PROJECTS 5 INCHES.  NOTE-- THIS BENCH MARK IS THE
 AE0132'AZIMUTH MARK FOR TRIANGULATION STATION GORIA 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0098 ***********************************************************************
 AE0098  DESIGNATION -  C 629
 AE0098  PID         -  AE0098
 AE0098  STATE/COUNTY-  TX/JIM HOGG
 AE0098  USGS QUAD   -  SANTA ELENA (1993)
 AE0098
 AE0098                         *CURRENT SURVEY CONTROL
 AE0098  ___________________________________________________________________
 AE0098* NAD 83(1986)-  26 47 49.     (N)    098 25 32.     (W)     SCALED    
 AE0098* NAVD 88     -        75.815  (meters)     248.74   (feet)  ADJUSTED  
 AE0098  ___________________________________________________________________
 AE0098  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AE0098  DYNAMIC HT  -          75.692 (meters)     248.33  (feet)  COMP
 AE0098  MODELED GRAV-     979,023.6   (mgal)                       NAVD 88
 AE0098
 AE0098  VERT ORDER  -  SECOND    CLASS 0
 AE0098
 AE0098.The horizontal coordinates were scaled from a topographic map and have
 AE0098.an estimated accuracy of +/- 6 seconds.
 AE0098
 AE0098.The orthometric height was determined by differential leveling
 AE0098.and adjusted by the National Geodetic Survey in June 1991..
 AE0098
 AE0098.The geoid height was determined by GEOID03.
 AE0098
 AE0098.The dynamic height is computed by dividing the NAVD 88
 AE0098.geopotential number by the normal gravity value computed on the
 AE0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0098.degrees latitude (g = 980.6199 gals.).
 AE0098
 AE0098.The modeled gravity was interpolated from observed gravity values.
 AE0098
 AE0098;                    North         East    Units  Estimated Accuracy
 AE0098;SPC TX S     - 5,125,230.      307,400.      MT  (+/- 180 meters Scaled)
 AE0098
 AE0098                          SUPERSEDED SURVEY CONTROL
 AE0098
 AE0098  NGVD 29 (??/??/92)   75.881  (m)          248.95   (f) ADJ UNCH    2 0
 AE0098
 AE0098.Superseded values are not recommended for survey control.
 AE0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0098.See file dsdata.txt to determine how the superseded data were derived.
 AE0098
 AE0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ570640(NAD 83)
 AE0098_MARKER: DB = BENCH MARK DISK
 AE0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0098_SP_SET: DRILL HOLE
 AE0098_STAMPING: C 629 1942
 AE0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0098
 AE0098  HISTORY     - Date     Condition        Report By
 AE0098  HISTORY     - 1942     MONUMENTED       CGS
 AE0098
 AE0098                          STATION DESCRIPTION
 AE0098
 AE0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0098'5.6 MI NE FROM SANTA ELENA.
 AE0098'TO REACH FROM THE SITE OF POST OFFICE AT SANTA ELENA-- PROCEED 2.5
 AE0098'MILES NORTHERLY ALONG ROAD TOWARDS ALTAVISTA TO THE INTERSECTION OF
 AE0098'ROAD LEADING EAST.  THENCE, GO 3.1 MILES EASTERLY ALONG ROAD TO THE
 AE0098'SITE OF THE BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE BASE OF
 AE0098'THE SOUTHEAST BEG OF WATER TOWER AT KELSEY BASS, 98.0 FEET NORTH OF
 AE0098'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS 14.0 FEET
 AE0098'WEST OF THE SIDE OF BUILDING CONTAINING SEVERAL ENGINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0048 ***********************************************************************
 AE0048  DESIGNATION -  C 630 RESET
 AE0048  PID         -  AE0048
 AE0048  STATE/COUNTY-  TX/HIDALGO
 AE0048  USGS QUAD   -  LA REFORMA (1993)
 AE0048
 AE0048                         *CURRENT SURVEY CONTROL
 AE0048  ___________________________________________________________________
 AE0048* NAD 83(1986)-  26 40 07.     (N)    098 22 22.     (W)     SCALED    
 AE0048* NAVD 88     -        72.60   (meters)     238.2    (feet)  RESET     
 AE0048  ___________________________________________________________________
 AE0048  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AE0048
 AE0048  VERT ORDER  -  THIRD
 AE0048
 AE0048.The horizontal coordinates were scaled from a topographic map and have
 AE0048.an estimated accuracy of +/- 6 seconds.
 AE0048
 AE0048.The orthometric height was computed from unverified reset data.
 AE0048
 AE0048.The geoid height was determined by GEOID03.
 AE0048
 AE0048;                    North         East    Units  Estimated Accuracy
 AE0048;SPC TX S     - 5,111,010.      312,660.      MT  (+/- 180 meters Scaled)
 AE0048
 AE0048                          SUPERSEDED SURVEY CONTROL
 AE0048
 AE0048.No superseded survey control is available for this station.
 AE0048
 AE0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ624498(NAD 83)
 AE0048_MARKER: DD = SURVEY DISK
 AE0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0048_STAMPING: C 630 RESET 1951
 AE0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0048+STABILITY: SURFACE MOTION
 AE0048
 AE0048  HISTORY     - Date     Condition        Report By
 AE0048  HISTORY     - 1951     MONUMENTED       TXHD
 AE0048  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0048  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0048
 AE0048                          STATION DESCRIPTION
 AE0048
 AE0048'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AE0048'8.7 MI E FROM SANTA ELENA.
 AE0048'IN HIDALGO COUNTY 8.7 MILES EAST ALONG FARM TO MARKET ROAD NO. 1017
 AE0048'FROM THE 1942 POST OFFICE AT SANTA ELENA, STARR COUNTY, 1.3 MILES
 AE0048'SOUTHEAST OF THE LA REFORMA STORE, 130 FEET SOUTHWEST OF ALEGRE RANCH
 AE0048'HOUSE.  ON THE WEST SIDE OF THE ROAD, 40 FEET WEST OF THE CENTERLINE
 AE0048'OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK
 AE0048'STAMPED C 630 RESET 1951 SET IN THE TOP OF A CONCRETE POST PROJECTING
 AE0048'4 INCHES ABOVE GROUND.
 AE0048
 AE0048                          STATION RECOVERY (1972)
 AE0048
 AE0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0048'MARK NOT FOUND.
 AE0048
 AE0048                          STATION RECOVERY (1992)
 AE0048
 AE0048'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1243 ***********************************************************************
 AN1243  DESIGNATION -  C 631
 AN1243  PID         -  AN1243
 AN1243  STATE/COUNTY-  TX/REFUGIO
 AN1243  USGS QUAD   -  REFUGIO (1979)
 AN1243
 AN1243                         *CURRENT SURVEY CONTROL
 AN1243  ___________________________________________________________________
 AN1243* NAD 83(1986)-  28 19 28.     (N)    097 15 26.     (W)     SCALED    
 AN1243* NAVD 88     -        15.83   (+/-2cm)      51.9    (feet)  VERTCON   
 AN1243  ___________________________________________________________________
 AN1243  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN1243
 AN1243  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1243
 AN1243.The horizontal coordinates were scaled from a topographic map and have
 AN1243.an estimated accuracy of +/- 6 seconds.
 AN1243
 AN1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1243.The vertical order pertains to the NGVD 29 superseded value.
 AN1243
 AN1243.The geoid height was determined by GEOID03.
 AN1243
 AN1243;                    North         East    Units  Estimated Accuracy
 AN1243;SPC TXSC     - 4,055,700.      770,900.      MT  (+/- 180 meters Scaled)
 AN1243
 AN1243                          SUPERSEDED SURVEY CONTROL
 AN1243
 AN1243  NGVD 29 (??/??/92)   15.98   (m)           52.4    (f) COMPUTED    1 2
 AN1243
 AN1243.Superseded values are not recommended for survey control.
 AN1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1243.See file dsdata.txt to determine how the superseded data were derived.
 AN1243
 AN1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS708343(NAD 83)
 AN1243_MARKER: DB = BENCH MARK DISK
 AN1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1243_STAMPING: C 631 1942
 AN1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1243+STABILITY: SURFACE MOTION
 AN1243
 AN1243  HISTORY     - Date     Condition        Report By
 AN1243  HISTORY     - 1942     MONUMENTED       CGS
 AN1243  HISTORY     - 1942     GOOD             NGS
 AN1243  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1243  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1243
 AN1243                          STATION DESCRIPTION
 AN1243
 AN1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1243'1.7 MI NE FROM REFUGIO.
 AN1243'TO REACH FROM THE RAILROAD STATION AT REFUGIO, PROCEED 1.7 MILES
 AN1243'NORTHEAST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD AND SITE
 AN1243'OF BENCH MARK.  BENCH MARK IS 1 POLE SOUTHWEST OF MILE POST NO.187.20.
 AN1243'IT IS 47.5 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE
 AN1243'OF TRACK, ABOUT 2.5 FEET NORTHWEST OF THE RIGHT OF WAY FENCE. MONUMENT
 AN1243'IS 3.0 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AN1243'PROJECTS 0.5 FOOT.  A DISK SET IN CONCRETE POST.
 AN1243
 AN1243                          STATION RECOVERY (1978)
 AN1243
 AN1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1243'NOT RECOVERED ON THIS DATE.
 AN1243
 AN1243                          STATION RECOVERY (1999)
 AN1243
 AN1243'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0439 ***********************************************************************
 AH0439  DESIGNATION -  C 632
 AH0439  PID         -  AH0439
 AH0439  STATE/COUNTY-  TX/NUECES
 AH0439  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0439
 AH0439                         *CURRENT SURVEY CONTROL
 AH0439  ___________________________________________________________________
 AH0439* NAD 83(1986)-  27 35 11.     (N)    097 24 39.     (W)     SCALED    
 AH0439* NAVD 88     -         5.422  (meters)      17.79   (feet)  ADJUSTED  
 AH0439  ___________________________________________________________________
 AH0439  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AH0439  DYNAMIC HT  -           5.414 (meters)      17.76  (feet)  COMP
 AH0439  MODELED GRAV-     979,120.2   (mgal)                       NAVD 88
 AH0439
 AH0439  VERT ORDER  -  SECOND    CLASS 0
 AH0439
 AH0439.The horizontal coordinates were scaled from a topographic map and have
 AH0439.an estimated accuracy of +/- 6 seconds.
 AH0439
 AH0439.The orthometric height was determined by differential leveling
 AH0439.and adjusted by the National Geodetic Survey in June 1991..
 AH0439.WARNING-Repeat measurements at this control monument indicate possible
 AH0439.vertical movement.
 AH0439
 AH0439.The geoid height was determined by GEOID03.
 AH0439
 AH0439.The dynamic height is computed by dividing the NAVD 88
 AH0439.geopotential number by the normal gravity value computed on the
 AH0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0439.degrees latitude (g = 980.6199 gals.).
 AH0439
 AH0439.The modeled gravity was interpolated from observed gravity values.
 AH0439
 AH0439;                    North         East    Units  Estimated Accuracy
 AH0439;SPC TX S     - 5,213,160.      407,530.      MT  (+/- 180 meters Scaled)
 AH0439
 AH0439                          SUPERSEDED SURVEY CONTROL
 AH0439
 AH0439  NGVD 29 (??/??/92)    5.568  (m)           18.27   (f) ADJ UNCH    2 0
 AH0439
 AH0439.Superseded values are not recommended for survey control.
 AH0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0439.See file dsdata.txt to determine how the superseded data were derived.
 AH0439
 AH0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR568523(NAD 83)
 AH0439_MARKER: DB = BENCH MARK DISK
 AH0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0439_STAMPING: C 632 1942
 AH0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0439+STABILITY: SURFACE MOTION
 AH0439
 AH0439  HISTORY     - Date     Condition        Report By
 AH0439  HISTORY     - 1942     MONUMENTED       CGS
 AH0439  HISTORY     - 1951     GOOD             NGS
 AH0439  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0439  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0439
 AH0439                          STATION DESCRIPTION
 AH0439
 AH0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0439'2.7 MI E FROM CHAPMAN RANCH.
 AH0439'2.7 MILES EAST ALONG CHAPMAN RANCH ROAD FROM CHAPMAN RANCH
 AH0439'HEADQUARTERS, NUECES COUNTY, ON THE KING RANCH, AT THE NORTHEAST
 AH0439'CORNER OF OUTLYING FIELD 10 (ABANDONED), 45 FEET SOUTH OF AND ABOUT 2
 AH0439'FEET LOWER THAN THE CENTER LINE OF THE ROAD, 3 FEET WEST OF THE CORNER
 AH0439'FENCE POST, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 AH0439'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 632 1942
 AH0439'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AH0439'GROUND.
 AH0439
 AH0439                          STATION RECOVERY (1969)
 AH0439
 AH0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0439'MARK NOT FOUND.
 AH0439
 AH0439                          STATION RECOVERY (1991)
 AH0439
 AH0439'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0797 ***********************************************************************
 AH0797  DESIGNATION -  C 633
 AH0797  PID         -  AH0797
 AH0797  STATE/COUNTY-  TX/NUECES
 AH0797  USGS QUAD   -  PETRONILA NE (1975)
 AH0797
 AH0797                         *CURRENT SURVEY CONTROL
 AH0797  ___________________________________________________________________
 AH0797* NAD 83(1986)-  27 41 16.     (N)    097 33 09.     (W)     SCALED    
 AH0797* NAVD 88     -        14.671  (meters)      48.13   (feet)  ADJUSTED  
 AH0797  ___________________________________________________________________
 AH0797  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AH0797  DYNAMIC HT  -          14.648 (meters)      48.06  (feet)  COMP
 AH0797  MODELED GRAV-     979,118.5   (mgal)                       NAVD 88
 AH0797
 AH0797  VERT ORDER  -  SECOND    CLASS 0
 AH0797
 AH0797.The horizontal coordinates were scaled from a topographic map and have
 AH0797.an estimated accuracy of +/- 6 seconds.
 AH0797
 AH0797.The orthometric height was determined by differential leveling
 AH0797.and adjusted by the National Geodetic Survey in June 1991..
 AH0797
 AH0797.The geoid height was determined by GEOID03.
 AH0797
 AH0797.The dynamic height is computed by dividing the NAVD 88
 AH0797.geopotential number by the normal gravity value computed on the
 AH0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0797.degrees latitude (g = 980.6199 gals.).
 AH0797
 AH0797.The modeled gravity was interpolated from observed gravity values.
 AH0797
 AH0797;                    North         East    Units  Estimated Accuracy
 AH0797;SPC TX S     - 5,224,280.      393,460.      MT  (+/- 180 meters Scaled)
 AH0797
 AH0797                          SUPERSEDED SURVEY CONTROL
 AH0797
 AH0797  NGVD 29 (??/??/92)   14.828  (m)           48.65   (f) ADJ UNCH    2 0
 AH0797
 AH0797.Superseded values are not recommended for survey control.
 AH0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0797.See file dsdata.txt to determine how the superseded data were derived.
 AH0797
 AH0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR427634(NAD 83)
 AH0797_MARKER: DB = BENCH MARK DISK
 AH0797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0797_SP_SET: CULVERT
 AH0797_STAMPING: C 633 1942
 AH0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0797
 AH0797  HISTORY     - Date     Condition        Report By
 AH0797  HISTORY     - 1942     MONUMENTED       CGS
 AH0797  HISTORY     - 1966     GOOD             NGS
 AH0797  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0797  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0797  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0797
 AH0797                          STATION DESCRIPTION
 AH0797
 AH0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AH0797'6.0 MI NE FROM PETRONILLA.
 AH0797'1.0 MILE NORTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT PETRONILLA,
 AH0797'NUECES COUNTY, THENCE 5.0 MILES EAST ALONG A PAVED ROAD. 200 FEET EAST
 AH0797'OF THE INTERSECTION OF A NORTH-AND-SOUTH PAVED ROAD, 18 FEET NORTH OF
 AH0797'AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, AT A LARGE
 AH0797'CONCRETE CULVERT UNDER THE MAIN ROAD, AND IN THE TOP OF THE WEST END
 AH0797'OF THE NORTH HEAD WALL.  A STANDARD DISK, STAMPED C 633 1942.
 AH0797
 AH0797                          STATION RECOVERY (1997)
 AH0797
 AH0797'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0797'MARK NOT FOUND.
 AH0797
 AH0797                          STATION RECOVERY (2001)
 AH0797
 AH0797'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0797'MARK NOT FOUND.
 AH0797
 AH0797                          STATION RECOVERY (2002)
 AH0797
 AH0797'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0549 ***********************************************************************
 AH0549  DESIGNATION -  C 634
 AH0549  PID         -  AH0549
 AH0549  STATE/COUNTY-  TX/KLEBERG
 AH0549  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH0549
 AH0549                         *CURRENT SURVEY CONTROL
 AH0549  ___________________________________________________________________
 AH0549* NAD 83(1986)-  27 26 17.     (N)    097 38 37.     (W)     SCALED    
 AH0549* NAVD 88     -         8.685  (meters)      28.49   (feet)  ADJUSTED  
 AH0549  ___________________________________________________________________
 AH0549  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AH0549  DYNAMIC HT  -           8.672 (meters)      28.45  (feet)  COMP
 AH0549  MODELED GRAV-     979,106.0   (mgal)                       NAVD 88
 AH0549
 AH0549  VERT ORDER  -  SECOND    CLASS 0
 AH0549
 AH0549.The horizontal coordinates were scaled from a topographic map and have
 AH0549.an estimated accuracy of +/- 6 seconds.
 AH0549
 AH0549.The orthometric height was determined by differential leveling
 AH0549.and adjusted by the National Geodetic Survey in June 1991..
 AH0549
 AH0549.The geoid height was determined by GEOID03.
 AH0549
 AH0549.The dynamic height is computed by dividing the NAVD 88
 AH0549.geopotential number by the normal gravity value computed on the
 AH0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0549.degrees latitude (g = 980.6199 gals.).
 AH0549
 AH0549.The modeled gravity was interpolated from observed gravity values.
 AH0549
 AH0549;                    North         East    Units  Estimated Accuracy
 AH0549;SPC TX S     - 5,196,540.      384,660.      MT  (+/- 180 meters Scaled)
 AH0549
 AH0549                          SUPERSEDED SURVEY CONTROL
 AH0549
 AH0549  NGVD 29 (??/??/92)    8.810  (m)           28.90   (f) ADJ UNCH    2 0
 AH0549
 AH0549.Superseded values are not recommended for survey control.
 AH0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0549.See file dsdata.txt to determine how the superseded data were derived.
 AH0549
 AH0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR340356(NAD 83)
 AH0549_MARKER: DB = BENCH MARK DISK
 AH0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0549_STAMPING: C 634 1942
 AH0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0549+STABILITY: SURFACE MOTION
 AH0549
 AH0549  HISTORY     - Date     Condition        Report By
 AH0549  HISTORY     - 1942     MONUMENTED       CGS
 AH0549  HISTORY     - 1949     GOOD             NGS
 AH0549
 AH0549                          STATION DESCRIPTION
 AH0549
 AH0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0549'16 MI SE FROM KINGSVILLE.
 AH0549'LOCATED ON KING RANCH, 16 MILES SE OF KINGSVILLE.  FROM JUNCTION OF
 AH0549'U.S. HWY NO.77 AND ANGLE ROAD 0.4 MILE E OF COUNTY HOSPITAL IN
 AH0549'KINGSVILLE, GO 1.9 MILES DUE E TO T ROAD INTERSECTION, THEN WIND 1.6
 AH0549'MILES NE ALONG PAVED ROAD THAT PARALLELS NAVY FIELD FENCE TO LOCKED
 AH0549'GATE ENTERING THE KING RANCH AT THE SAN FERNANDO CREEK, CONTINUE 0.5
 AH0549'MILE E TO ROAD FORK, TAKE RIGHT FORK AND GO 3.0 MILES SE ALONG GRADED
 AH0549'ROAD TO LEONCITAS WINDMILL, CONTINUE 4.0 MILES SE TO EL TELEPHONE
 AH0549'RANCH, PASS THROUGH GATE AND CONTINUE 4.2 MILES SE ALONG JABONCILLES
 AH0549'RANCH ROAD TO BENCH MARK.  520 FT. N OF ROAD C/L, 30 FT. N OF DIM
 AH0549'TRAIL, AND 3 FT. W OF A WITNESS POST.  STANDARD DISK STAMPED C 634
 AH0549'1942 SET IN TOP OF A 6 INCH SQUARE CONCRETE MONUMENT PROJECTING 0.5
 AH0549'FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0927 ***********************************************************************
 AH0927  DESIGNATION -  C 636
 AH0927  PID         -  AH0927
 AH0927  STATE/COUNTY-  TX/KLEBERG
 AH0927  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0927
 AH0927                         *CURRENT SURVEY CONTROL
 AH0927  ___________________________________________________________________
 AH0927* NAD 83(1986)-  27 30 24.     (N)    097 52 03.     (W)     SCALED    
 AH0927* NAVD 88     -        19.632  (meters)      64.41   (feet)  ADJUSTED  
 AH0927  ___________________________________________________________________
 AH0927  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AH0927  DYNAMIC HT  -          19.601 (meters)      64.31  (feet)  COMP
 AH0927  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 AH0927
 AH0927  VERT ORDER  -  SECOND    CLASS 0
 AH0927
 AH0927.The horizontal coordinates were scaled from a topographic map and have
 AH0927.an estimated accuracy of +/- 6 seconds.
 AH0927
 AH0927.The orthometric height was determined by differential leveling
 AH0927.and adjusted by the National Geodetic Survey in June 1991..
 AH0927
 AH0927.The geoid height was determined by GEOID03.
 AH0927
 AH0927.The dynamic height is computed by dividing the NAVD 88
 AH0927.geopotential number by the normal gravity value computed on the
 AH0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0927.degrees latitude (g = 980.6199 gals.).
 AH0927
 AH0927.The modeled gravity was interpolated from observed gravity values.
 AH0927
 AH0927;                    North         East    Units  Estimated Accuracy
 AH0927;SPC TX S     - 5,204,020.      362,490.      MT  (+/- 180 meters Scaled)
 AH0927
 AH0927                          SUPERSEDED SURVEY CONTROL
 AH0927
 AH0927  NGVD 29 (??/??/92)   19.731  (m)           64.73   (f) ADJ UNCH    2 0
 AH0927
 AH0927.Superseded values are not recommended for survey control.
 AH0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0927.See file dsdata.txt to determine how the superseded data were derived.
 AH0927
 AH0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR118430(NAD 83)
 AH0927_MARKER: DB = BENCH MARK DISK
 AH0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0927_STAMPING: C 636 1942
 AH0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0927+STABILITY: SURFACE MOTION
 AH0927
 AH0927  HISTORY     - Date     Condition        Report By
 AH0927  HISTORY     - 1942     MONUMENTED       CGS
 AH0927  HISTORY     - 1949     GOOD             NGS
 AH0927  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0927
 AH0927                          STATION DESCRIPTION
 AH0927
 AH0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0927'IN KINGSVILLE.
 AH0927'LOCATED AT THE S EDGE OF KINGSVILLE, ON THE PROPERTY OF THE HUMBLE OIL
 AH0927'CO., AT THE INTERSECTION OF S SIXTH ST. (BUSINESS ROUTE US 77) AND
 AH0927'EAST CAESAR AVE., 38 FT. W OF THE CENTERLINE OF S SIXTH ST., 32 FT S
 AH0927'OF THE CENTERLINE OF E CAESAR AVE., EXTENDED, 44 FT. NW OF A POWER
 AH0927'LINE POLE AND 48 FT. E OF THE HUMBLE OIL CO. SHED.  A STANDARD DISK
 AH0927'STAMPED C 636 1942, SET IN A 6 IN SQUARE CONCRETE POST AND 3 INCHES
 AH0927'UNDERGROUND.
 AH0927
 AH0927                          STATION RECOVERY (1975)
 AH0927
 AH0927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0613 ***********************************************************************
 AH0613  DESIGNATION -  C 637
 AH0613  PID         -  AH0613
 AH0613  STATE/COUNTY-  TX/KENEDY
 AH0613  USGS QUAD   -  LA PARRA RANCH (1975)
 AH0613
 AH0613                         *CURRENT SURVEY CONTROL
 AH0613  ___________________________________________________________________
 AH0613* NAD 83(1986)-  27 12 40.     (N)    097 41 05.     (W)     SCALED    
 AH0613* NAVD 88     -         4.003  (meters)      13.13   (feet)  ADJUSTED  
 AH0613  ___________________________________________________________________
 AH0613  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AH0613  DYNAMIC HT  -           3.997 (meters)      13.11  (feet)  COMP
 AH0613  MODELED GRAV-     979,097.7   (mgal)                       NAVD 88
 AH0613
 AH0613  VERT ORDER  -  SECOND    CLASS 0
 AH0613
 AH0613.The horizontal coordinates were scaled from a topographic map and have
 AH0613.an estimated accuracy of +/- 6 seconds.
 AH0613
 AH0613.The orthometric height was determined by differential leveling
 AH0613.and adjusted by the National Geodetic Survey in June 1991..
 AH0613
 AH0613.The geoid height was determined by GEOID03.
 AH0613
 AH0613.The dynamic height is computed by dividing the NAVD 88
 AH0613.geopotential number by the normal gravity value computed on the
 AH0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0613.degrees latitude (g = 980.6199 gals.).
 AH0613
 AH0613.The modeled gravity was interpolated from observed gravity values.
 AH0613
 AH0613;                    North         East    Units  Estimated Accuracy
 AH0613;SPC TX S     - 5,171,370.      380,760.      MT  (+/- 180 meters Scaled)
 AH0613
 AH0613                          SUPERSEDED SURVEY CONTROL
 AH0613
 AH0613  NGVD 29 (??/??/92)    4.090  (m)           13.42   (f) ADJ UNCH    2 0
 AH0613
 AH0613.Superseded values are not recommended for survey control.
 AH0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0613.See file dsdata.txt to determine how the superseded data were derived.
 AH0613
 AH0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR302105(NAD 83)
 AH0613_MARKER: DB = BENCH MARK DISK
 AH0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0613_STAMPING: C 637 1942
 AH0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0613+STABILITY: SURFACE MOTION
 AH0613
 AH0613  HISTORY     - Date     Condition        Report By
 AH0613  HISTORY     - 1942     MONUMENTED       CGS
 AH0613  HISTORY     - 1949     GOOD             NGS
 AH0613
 AH0613                          STATION DESCRIPTION
 AH0613
 AH0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0613'6.8 MI E FROM SARITA.
 AH0613'TO REACH FROM THE POST OFFICE AT SARITA-- PROCEED 5.8 MILES EASTERLY
 AH0613'ALONG DIRT ROAD TO THE KENEDY RANCH BUILDINGS.  THENCE, TURN SOUTH AT
 AH0613'GARAGE AND FOLLOW TRACK ROAD 0.5 MILE SOUTHERLY TO GATE, PASS THROUGH
 AH0613'GATE AND CONTINUE ALONG ROAD 0.5 MILE EASTERLY TO THE SITE OF THE
 AH0613'BENCH MARK.  BENCH MARK IS ABOUT 195.0 FEET EAST OF GATE IN EAST-WEST
 AH0613'FENCE, 10.0 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD, 3.0 FEET
 AH0613'WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF FENCE. THE
 AH0613'MONUMENT PROJECTS 0.5 FOOT.
 AH0613
 AH0613                          STATION RECOVERY (1949)
 AH0613
 AH0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1008 ***********************************************************************
 AB1008  DESIGNATION -  C 638
 AB1008  PID         -  AB1008
 AB1008  STATE/COUNTY-  TX/KENEDY
 AB1008  USGS QUAD   -  SAN PEDRO RANCH (1975)
 AB1008
 AB1008                         *CURRENT SURVEY CONTROL
 AB1008  ___________________________________________________________________
 AB1008* NAD 83(1986)-  26 57 23.     (N)    097 43 12.     (W)     SCALED    
 AB1008* NAVD 88     -         6.951  (meters)      22.81   (feet)  ADJUSTED  
 AB1008  ___________________________________________________________________
 AB1008  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AB1008  DYNAMIC HT  -           6.940 (meters)      22.77  (feet)  COMP
 AB1008  MODELED GRAV-     979,082.5   (mgal)                       NAVD 88
 AB1008
 AB1008  VERT ORDER  -  SECOND    CLASS 0
 AB1008
 AB1008.The horizontal coordinates were scaled from a topographic map and have
 AB1008.an estimated accuracy of +/- 6 seconds.
 AB1008
 AB1008.The orthometric height was determined by differential leveling
 AB1008.and adjusted by the National Geodetic Survey in June 1991..
 AB1008
 AB1008.The geoid height was determined by GEOID03.
 AB1008
 AB1008.The dynamic height is computed by dividing the NAVD 88
 AB1008.geopotential number by the normal gravity value computed on the
 AB1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1008.degrees latitude (g = 980.6199 gals.).
 AB1008
 AB1008.The modeled gravity was interpolated from observed gravity values.
 AB1008
 AB1008;                    North         East    Units  Estimated Accuracy
 AB1008;SPC TX S     - 5,143,130.      377,440.      MT  (+/- 180 meters Scaled)
 AB1008
 AB1008                          SUPERSEDED SURVEY CONTROL
 AB1008
 AB1008  NGVD 29 (??/??/92)    7.01   (m)           23.0    (f) COMPUTED    2 0
 AB1008
 AB1008.Superseded values are not recommended for survey control.
 AB1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1008.See file dsdata.txt to determine how the superseded data were derived.
 AB1008
 AB1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ270822(NAD 83)
 AB1008_MARKER: DB = BENCH MARK DISK
 AB1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1008_STAMPING: C- 638 1942
 AB1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1008+STABILITY: SURFACE MOTION
 AB1008
 AB1008  HISTORY     - Date     Condition        Report By
 AB1008  HISTORY     - 1942     MONUMENTED       CGS
 AB1008
 AB1008                          STATION DESCRIPTION
 AB1008
 AB1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1008'6.0 MI SE FROM TURCOTTE.
 AB1008'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT TURCOTTE--
 AB1008'PROCEED 0.2 MILES SOUTHERLY ON STATE HIGHWAY NO. 96 TO GRADED
 AB1008'CROSSROAD.  TURN EAST ONTO GRADED CROSSROAD AND GO 5.8 MILES TOWARDS
 AB1008'THE MORANA RANCH TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILES
 AB1008'EAST OF A GATE IN FENCE ALONG THE ROAD.  20.0 FEET SOUTH OF AND ABOUT
 AB1008'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  5.0 FEET EAST OF A
 AB1008'LARGE FENCE POST WITH GUY WIRE.  3.0 FEET WEST OF A 4X4 INCH WOODEN
 AB1008'MARKER POST AND 1.0 FOOT NORTH OF THE FENCE.  MONUMENT PROJECTS 0.5
 AB1008'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2735 ***********************************************************************
 AW2735  DESIGNATION -  C 639
 AW2735  PID         -  AW2735
 AW2735  STATE/COUNTY-  TX/GALVESTON
 AW2735  USGS QUAD   -  TEXAS CITY (1994)
 AW2735
 AW2735                         *CURRENT SURVEY CONTROL
 AW2735  ___________________________________________________________________
 AW2735* NAD 83(1986)-  29 23 12.     (N)    094 58 39.     (W)     SCALED    
 AW2735* NAVD 88     -         5.45   (+/-2cm)      17.9    (feet)  VERTCON   
 AW2735  ___________________________________________________________________
 AW2735  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW2735
 AW2735  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2735
 AW2735.The horizontal coordinates were scaled from a topographic map and have
 AW2735.an estimated accuracy of +/- 6 seconds.
 AW2735
 AW2735.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2735.The vertical order pertains to the NGVD 29 superseded value.
 AW2735
 AW2735.The geoid height was determined by GEOID03.
 AW2735
 AW2735;                    North         East    Units  Estimated Accuracy
 AW2735;SPC TXSC     - 4,178,860.      990,350.      MT  (+/- 180 meters Scaled)
 AW2735
 AW2735                          SUPERSEDED SURVEY CONTROL
 AW2735
 AW2735  NGVD 29 (??/??/92)    5.444  (m)           17.86   (f) ADJ UNCH    1 2
 AW2735
 AW2735.Superseded values are not recommended for survey control.
 AW2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2735.See file dsdata.txt to determine how the superseded data were derived.
 AW2735
 AW2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN080524(NAD 83)
 AW2735_MARKER: DB = BENCH MARK DISK
 AW2735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2735_SP_SET: CULVERT
 AW2735_STAMPING: C 639 1942
 AW2735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2735
 AW2735  HISTORY     - Date     Condition        Report By
 AW2735  HISTORY     - 1942     MONUMENTED       CGS
 AW2735  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2735  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2735  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 AW2735  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AW2735  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW2735
 AW2735                          STATION DESCRIPTION
 AW2735
 AW2735'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW2735'0.9 MI NW FROM LA MARQUE.
 AW2735'TO REACH FROM THE RAILROAD STATION AT LA MARQUE, PROCEED 0.9 MI
 AW2735'NORTHWEST ALONG THE GULF, HOUSTON AND HENDERSON RAILROAD TO A 3 X 2
 AW2735'FOOT BOX CONCRETE CULVERT AND TO SITE OF BENCH MARK.  BENCH MARK IS
 AW2735'HORIZONTALLY IN THE CENTER AND TOP OF THE NORTHWEST CONCRETE HEADWALL
 AW2735'OF CULVERT OVER DRAIN DITCH.  CULVERT HAS 36 FOOT ROADWAY AND 12 X 4
 AW2735'FOOT HEADWALLS.  IT IS 27.0 FEET SOUTHWEST OF AND 1.0 FOOT ABOVE THE
 AW2735'CENTERLINE OF U. S. HIGHWAY NO. 75.  14.0 FEET NORTH OF THE CENTERLINE
 AW2735'OF A GRAVEL ROAD LEADING WEST.
 AW2735
 AW2735                          STATION RECOVERY (1987)
 AW2735
 AW2735'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 AW2735'MARK NOT FOUND.
 AW2735
 AW2735                          STATION RECOVERY (1990)
 AW2735
 AW2735'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW2735'MARK NOT FOUND.
 AW2735
 AW2735                          STATION RECOVERY (1991)
 AW2735
 AW2735'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW2735'MARK NOT FOUND.
 AW2735
 AW2735                          STATION RECOVERY (2004)
 AW2735
 AW2735'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2735'MARK NOT FOUND.
 AW2735
 AW2735                          STATION RECOVERY (2005)
 AW2735
 AW2735'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0424 ***********************************************************************
 AO0424  DESIGNATION -  C 64
 AO0424  PID         -  AO0424
 AO0424  STATE/COUNTY-  TX/MAVERICK
 AO0424  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0424
 AO0424                         *CURRENT SURVEY CONTROL
 AO0424  ___________________________________________________________________
 AO0424* NAD 83(1986)-  28 33 52.     (N)    099 54 06.     (W)     SCALED    
 AO0424* NAVD 88     -       184.424  (meters)     605.06   (feet)  POSTED    
 AO0424  ___________________________________________________________________
 AO0424  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AO0424  DYNAMIC HT  -         184.150 (meters)     604.17  (feet)  COMP
 AO0424  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 AO0424
 AO0424  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AO0424
 AO0424.The horizontal coordinates were scaled from a topographic map and have
 AO0424.an estimated accuracy of +/- 6 seconds.
 AO0424
 AO0424.The orthometric height was determined by differential leveling
 AO0424.and adjusted by the National Geodetic Survey in 1992..
 AO0424.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AO0424.rate of 0.0 thru 1.0 mm/km.
 AO0424
 AO0424.The geoid height was determined by GEOID03.
 AO0424
 AO0424.The dynamic height is computed by dividing the NAVD 88
 AO0424.geopotential number by the normal gravity value computed on the
 AO0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0424.degrees latitude (g = 980.6199 gals.).
 AO0424
 AO0424.The modeled gravity was interpolated from observed gravity values.
 AO0424
 AO0424;                    North         East    Units  Estimated Accuracy
 AO0424;SPC TXSC     - 4,081,370.      511,780.      MT  (+/- 180 meters Scaled)
 AO0424
 AO0424                          SUPERSEDED SURVEY CONTROL
 AO0424
 AO0424.No superseded survey control is available for this station.
 AO0424
 AO0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS118600(NAD 83)
 AO0424_MARKER: DB = BENCH MARK DISK
 AO0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0424_STAMPING: C 64 1919
 AO0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0424+STABILITY: SURFACE MOTION
 AO0424
 AO0424  HISTORY     - Date     Condition        Report By
 AO0424  HISTORY     - 1919     MONUMENTED       CGS
 AO0424  HISTORY     - 1957     MARK NOT FOUND   NGS
 AO0424
 AO0424                          STATION DESCRIPTION
 AO0424
 AO0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0424'4.8 MI NW FROM CARRIZO SPRINGS.
 AO0424'ABOUT 4.8 MILES NORTH OF CARRIZO SPRINGS, DIMMIT COUNTY, ABOUT 0.6
 AO0424'MILE SOUTH OF PENA CREEK, ABOUT 15 FEET WEST OF THE EAGLE PASS-CARRIZO
 AO0424'SPRINGS ROAD, OPPOSITE THE GATE ACROSS THE ROAD WHERE A ROAD LEADS OFF
 AO0424'TO A RANCH TO THE EAST, IN THE CORNER OF THE FENCES. A STANDARD DISK
 AO0424'STAMPED C 64 1919 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1117 ***********************************************************************
 AW1117  DESIGNATION -  C 640 RESET 1965
 AW1117  PID         -  AW1117
 AW1117  STATE/COUNTY-  TX/HARRIS
 AW1117  USGS QUAD   -  PARK PLACE (1995)
 AW1117
 AW1117                         *CURRENT SURVEY CONTROL
 AW1117  ___________________________________________________________________
 AW1117* NAD 83(1986)-  29 40 58.     (N)    095 15 10.     (W)     SCALED    
 AW1117* NAVD 88     -         6.550  (meters)      21.49   (feet)  ADJUSTED  
 AW1117  ___________________________________________________________________
 AW1117  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1117  DYNAMIC HT  -           6.541 (meters)      21.46  (feet)  COMP
 AW1117  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 AW1117  OBS GRAVITY -     979,283.9   (mgal)                       GRAV_OBS
 AW1117
 AW1117  VERT ORDER  -  FIRST     CLASS I
 AW1117
 AW1117.The horizontal coordinates were scaled from a topographic map and have
 AW1117.an estimated accuracy of +/- 6 seconds.
 AW1117
 AW1117.The orthometric height was determined by differential leveling
 AW1117.and adjusted by the National Geodetic Survey in June 1991..
 AW1117
 AW1117.The geoid height was determined by GEOID03.
 AW1117
 AW1117.The dynamic height is computed by dividing the NAVD 88
 AW1117.geopotential number by the normal gravity value computed on the
 AW1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1117.degrees latitude (g = 980.6199 gals.).
 AW1117
 AW1117.The modeled gravity was interpolated from observed gravity values.
 AW1117.The observed gravity was obtained from relative gravimeter ties
 AW1117.to the IGSN71 gravity network.
 AW1117
 AW1117;                    North         East    Units  Estimated Accuracy
 AW1117;SPC TXSC     - 4,210,780.      962,600.      MT  (+/- 180 meters Scaled)
 AW1117
 AW1117                          SUPERSEDED SURVEY CONTROL
 AW1117
 AW1117  NGVD 29 (12/23/87)    6.547  (m)           21.48   (f) ADJUSTED    1 1
 AW1117
 AW1117.Superseded values are not recommended for survey control.
 AW1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1117.See file dsdata.txt to determine how the superseded data were derived.
 AW1117
 AW1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN820857(NAD 83)
 AW1117_MARKER: DB = BENCH MARK DISK
 AW1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1117_STAMPING: C 640 RESET 1965
 AW1117_MARK LOGO: CGS   
 AW1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1117+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1117
 AW1117  HISTORY     - Date     Condition        Report By
 AW1117  HISTORY     - 1965     MONUMENTED       CGS
 AW1117  HISTORY     - 1973     GOOD             NGS
 AW1117  HISTORY     - 1976     GOOD             NGS
 AW1117  HISTORY     - 1976     GOOD             NGS
 AW1117  HISTORY     - 1978     GOOD             NGS
 AW1117  HISTORY     - 1983     GOOD             NGS
 AW1117  HISTORY     - 1987     GOOD             USPSQD
 AW1117  HISTORY     - 1987     GOOD             USPSQD
 AW1117  HISTORY     - 1987     GOOD             USPSQD
 AW1117  HISTORY     - 1987     GOOD             USPSQD
 AW1117  HISTORY     - 1987     GOOD             USPSQD
 AW1117  HISTORY     - 1987     GOOD             USPSQD
 AW1117  HISTORY     - 1987     GOOD             USPSQD
 AW1117  HISTORY     - 1987     GOOD             USPSQD
 AW1117  HISTORY     - 1987     GOOD             USPSQD
 AW1117  HISTORY     - 1987     GOOD             NGS
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1988     GOOD             USPSQD
 AW1117  HISTORY     - 1989     GOOD             USPSQD
 AW1117  HISTORY     - 1989     GOOD             USPSQD
 AW1117  HISTORY     - 1989     GOOD             USPSQD
 AW1117  HISTORY     - 1989     GOOD             USPSQD
 AW1117  HISTORY     - 1989     GOOD             USPSQD
 AW1117  HISTORY     - 1989     GOOD             USPSQD
 AW1117  HISTORY     - 1990     GOOD             USPSQD
 AW1117  HISTORY     - 19960615 GOOD             USPSQD
 AW1117  HISTORY     - 20041125 GOOD             USPSQD
 AW1117  HISTORY     - 20060520 GOOD             USPSQD
 AW1117
 AW1117                          STATION DESCRIPTION
 AW1117
 AW1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1117'1.7 MI NW FROM SOUTH HOUSTON.
 AW1117'1.7 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1117'RAILROAD FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, 2
 AW1117'TELEPHONE POLES NORTHWEST OF THE GALVESTON ROAD UNDERPASS AND MILEPOLE
 AW1117'9/00, DIRECTLY OPPOSITE RAILROAD BRIDGE 8.9, IN THE TOP AND 0.7 FOOT
 AW1117'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A
 AW1117'ROADWAY BRIDGE OVER BERRY CREEK, 94 FEET NORTHEAST OF THE NORTHEAST
 AW1117'RAIL, 16 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE ROAD, ABOUT LEVEL
 AW1117'WITH THE TRACK, AND 1/2 FOOT HIGHER THAN THE ROAD.
 AW1117
 AW1117                          STATION RECOVERY (1976)
 AW1117
 AW1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1976)
 AW1117
 AW1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1978)
 AW1117
 AW1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1983)
 AW1117
 AW1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1987)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1987)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1987)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1987)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1987 (WFT)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1987)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1987)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1987)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1987)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1987)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1987 (WDM)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1987)
 AW1117
 AW1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1988)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1989)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1989)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1989)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1989)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1989)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1989)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1990)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (1996)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1117'RECOVERED IN GOOD CONDITION.
 AW1117
 AW1117                          STATION RECOVERY (2004)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1117'ORANGE PAINT ON THE GUARD RAIL TO SHOW WHERE THE MARK IS LOCATED.
 AW1117
 AW1117                          STATION RECOVERY (2006)
 AW1117
 AW1117'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1117'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0201 ***********************************************************************
 AE0201  DESIGNATION -  C 641
 AE0201  PID         -  AE0201
 AE0201  STATE/COUNTY-  TX/HIDALGO
 AE0201  USGS QUAD   -  LINN (1982)
 AE0201
 AE0201                         *CURRENT SURVEY CONTROL
 AE0201  ___________________________________________________________________
 AE0201* NAD 83(1986)-  26 35 03.     (N)    098 07 12.     (W)     SCALED    
 AE0201* NAVD 88     -        20.655  (meters)      67.77   (feet)  ADJUSTED  
 AE0201  ___________________________________________________________________
 AE0201  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AE0201  DYNAMIC HT  -          20.621 (meters)      67.65  (feet)  COMP
 AE0201  MODELED GRAV-     979,039.5   (mgal)                       NAVD 88
 AE0201
 AE0201  VERT ORDER  -  SECOND    CLASS 0
 AE0201
 AE0201.The horizontal coordinates were scaled from a topographic map and have
 AE0201.an estimated accuracy of +/- 6 seconds.
 AE0201
 AE0201.The orthometric height was determined by differential leveling
 AE0201.and adjusted by the National Geodetic Survey in June 1991..
 AE0201
 AE0201.The geoid height was determined by GEOID03.
 AE0201
 AE0201.The dynamic height is computed by dividing the NAVD 88
 AE0201.geopotential number by the normal gravity value computed on the
 AE0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0201.degrees latitude (g = 980.6199 gals.).
 AE0201
 AE0201.The modeled gravity was interpolated from observed gravity values.
 AE0201
 AE0201;                    North         East    Units  Estimated Accuracy
 AE0201;SPC TX S     - 5,101,710.      337,850.      MT  (+/- 180 meters Scaled)
 AE0201
 AE0201                          SUPERSEDED SURVEY CONTROL
 AE0201
 AE0201  NGVD 29 (??/??/92)   20.766  (m)           68.13   (f) ADJ UNCH    2 0
 AE0201
 AE0201.Superseded values are not recommended for survey control.
 AE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0201.See file dsdata.txt to determine how the superseded data were derived.
 AE0201
 AE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ876406(NAD 83)
 AE0201_MARKER: DB = BENCH MARK DISK
 AE0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0201_SP_SET: DRILL HOLE
 AE0201_STAMPING: C 641 1942
 AE0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0201
 AE0201  HISTORY     - Date     Condition        Report By
 AE0201  HISTORY     - 1942     MONUMENTED       CGS
 AE0201
 AE0201                          STATION DESCRIPTION
 AE0201
 AE0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0201'3.0 MI NE FROM LINN.
 AE0201'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT LINN-- PROCEED
 AE0201'1.1 MILES EASTERLY ALONG TRACK ROAD TO THE INTERSECTION OF STATE
 AE0201'HIGHWAY NO. 281.  THENCE GO 1.9 MILES NORTHERLY ALONG HIGHWAY NO. 281
 AE0201'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF
 AE0201'A SERVICE STATION AND GROCERY STORE, 25.0 FEET EAST OF AND ABOUT 1.0
 AE0201'FOOT BELOW THE CENTERLINE OF THE HIGHWAY.  IT IS SET HORIZONTALLY IN
 AE0201'THE TOP OF THE EAST HEADWALL OF A 3X3-FOOT CONCRETE CULVERT UNDER THE
 AE0201'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0148 ***********************************************************************
 AE0148  DESIGNATION -  C 642
 AE0148  PID         -  AE0148
 AE0148  STATE/COUNTY-  TX/HIDALGO
 AE0148  USGS QUAD   -  LINN NW (1982)
 AE0148
 AE0148                         *CURRENT SURVEY CONTROL
 AE0148  ___________________________________________________________________
 AE0148* NAD 83(1986)-  26 42 10.     (N)    098 13 34.     (W)     SCALED    
 AE0148* NAVD 88     -        41.331  (meters)     135.60   (feet)  ADJUSTED  
 AE0148  ___________________________________________________________________
 AE0148  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AE0148  DYNAMIC HT  -          41.264 (meters)     135.38  (feet)  COMP
 AE0148  MODELED GRAV-     979,036.4   (mgal)                       NAVD 88
 AE0148
 AE0148  VERT ORDER  -  SECOND    CLASS 0
 AE0148
 AE0148.The horizontal coordinates were scaled from a topographic map and have
 AE0148.an estimated accuracy of +/- 6 seconds.
 AE0148
 AE0148.The orthometric height was determined by differential leveling
 AE0148.and adjusted by the National Geodetic Survey in June 1991..
 AE0148
 AE0148.The geoid height was determined by GEOID03.
 AE0148
 AE0148.The dynamic height is computed by dividing the NAVD 88
 AE0148.geopotential number by the normal gravity value computed on the
 AE0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0148.degrees latitude (g = 980.6199 gals.).
 AE0148
 AE0148.The modeled gravity was interpolated from observed gravity values.
 AE0148
 AE0148;                    North         East    Units  Estimated Accuracy
 AE0148;SPC TX S     - 5,114,820.      327,250.      MT  (+/- 180 meters Scaled)
 AE0148
 AE0148                          SUPERSEDED SURVEY CONTROL
 AE0148
 AE0148  NGVD 29 (??/??/92)   41.432  (m)          135.93   (f) ADJ UNCH    2 0
 AE0148
 AE0148.Superseded values are not recommended for survey control.
 AE0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0148.See file dsdata.txt to determine how the superseded data were derived.
 AE0148
 AE0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ769537(NAD 83)
 AE0148_MARKER: DB = BENCH MARK DISK
 AE0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0148_STAMPING: C 642 1942
 AE0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0148+STABILITY: SURFACE MOTION
 AE0148
 AE0148  HISTORY     - Date     Condition        Report By
 AE0148  HISTORY     - 1942     MONUMENTED       CGS
 AE0148
 AE0148                          STATION DESCRIPTION
 AE0148
 AE0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0148'5.1 MI W FROM DIX.
 AE0148'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT DIX-- PROCEED
 AE0148'5.1 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AE0148'BENCH MARK IS 48.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0148'CENTERLINE OF THE ROAD, 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST
 AE0148'AND 1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0969 ***********************************************************************
 AE0969  DESIGNATION -  C 643
 AE0969  PID         -  AE0969
 AE0969  STATE/COUNTY-  TX/STARR
 AE0969  USGS QUAD   -  RINCON (1993)
 AE0969
 AE0969                         *CURRENT SURVEY CONTROL
 AE0969  ___________________________________________________________________
 AE0969* NAD 83(1986)-  26 35 32.     (N)    098 37 00.     (W)     SCALED    
 AE0969* NAVD 88     -       130.598  (meters)     428.47   (feet)  ADJUSTED  
 AE0969  ___________________________________________________________________
 AE0969  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AE0969  DYNAMIC HT  -         130.382 (meters)     427.76  (feet)  COMP
 AE0969  MODELED GRAV-     978,995.0   (mgal)                       NAVD 88
 AE0969
 AE0969  VERT ORDER  -  SECOND    CLASS 0
 AE0969
 AE0969.The horizontal coordinates were scaled from a topographic map and have
 AE0969.an estimated accuracy of +/- 6 seconds.
 AE0969
 AE0969.The orthometric height was determined by differential leveling
 AE0969.and adjusted by the National Geodetic Survey in June 1991..
 AE0969
 AE0969.The geoid height was determined by GEOID03.
 AE0969
 AE0969.The dynamic height is computed by dividing the NAVD 88
 AE0969.geopotential number by the normal gravity value computed on the
 AE0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0969.degrees latitude (g = 980.6199 gals.).
 AE0969
 AE0969.The modeled gravity was interpolated from observed gravity values.
 AE0969
 AE0969;                    North         East    Units  Estimated Accuracy
 AE0969;SPC TX S     - 5,102,550.      288,380.      MT  (+/- 180 meters Scaled)
 AE0969
 AE0969                          SUPERSEDED SURVEY CONTROL
 AE0969
 AE0969  NGVD 29 (??/??/92)  130.649  (m)          428.64   (f) ADJ UNCH    2 0
 AE0969
 AE0969.Superseded values are not recommended for survey control.
 AE0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0969.See file dsdata.txt to determine how the superseded data were derived.
 AE0969
 AE0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ381413(NAD 83)
 AE0969_MARKER: DB = BENCH MARK DISK
 AE0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0969_STAMPING: C 643 1942
 AE0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0969+STABILITY: SURFACE MOTION
 AE0969
 AE0969  HISTORY     - Date     Condition        Report By
 AE0969  HISTORY     - 1942     MONUMENTED       CGS
 AE0969
 AE0969                          STATION DESCRIPTION
 AE0969
 AE0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0969'15.1 MI W FROM DELMITA.
 AE0969'TO REACH FROM THE POST OFFICE AT DELMITA-- PROCEED 1.3 MILES WEST
 AE0969'ALONG DIRT ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO 1.5 MILES
 AE0969'SOUTHERLY ALONG ROAD TO SHARP CURVE.  THENCE CONTINUE 12.3 MILES
 AE0969'WESTERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 AE0969'ABOUT 0.4 MILE WEST OF A CATTLE GUARD ACROSS THE ROAD, 27.0 FEET NORTH
 AE0969'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD AND 3.0
 AE0969'FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.2
 AE0969'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0970 ***********************************************************************
 AE0970  DESIGNATION -  C 643 RESET 1957
 AE0970  PID         -  AE0970
 AE0970  STATE/COUNTY-  TX/STARR
 AE0970  USGS QUAD   -  RINCON (1993)
 AE0970
 AE0970                         *CURRENT SURVEY CONTROL
 AE0970  ___________________________________________________________________
 AE0970* NAD 83(1986)-  26 35 32.     (N)    098 37 00.     (W)     SCALED    
 AE0970* NAVD 88     -       131.04   (meters)     429.9    (feet)  RESET     
 AE0970  ___________________________________________________________________
 AE0970  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AE0970
 AE0970  VERT ORDER  -  THIRD
 AE0970
 AE0970.The horizontal coordinates were scaled from a topographic map and have
 AE0970.an estimated accuracy of +/- 6 seconds.
 AE0970
 AE0970.The orthometric height was computed from unverified reset data.
 AE0970
 AE0970.The geoid height was determined by GEOID03.
 AE0970
 AE0970;                    North         East    Units  Estimated Accuracy
 AE0970;SPC TX S     - 5,102,550.      288,380.      MT  (+/- 180 meters Scaled)
 AE0970
 AE0970                          SUPERSEDED SURVEY CONTROL
 AE0970
 AE0970.No superseded survey control is available for this station.
 AE0970
 AE0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ381413(NAD 83)
 AE0970_MARKER: DB = BENCH MARK DISK
 AE0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0970_STAMPING: C 643 RESET 1957
 AE0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0970+STABILITY: SURFACE MOTION
 AE0970
 AE0970  HISTORY     - Date     Condition        Report By
 AE0970  HISTORY     - 1957     MONUMENTED       TXHD
 AE0970  HISTORY     - 1959     GOOD             NGS
 AE0970
 AE0970                          STATION DESCRIPTION
 AE0970
 AE0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AE0970'20.3 MI NE FROM RIO GRANDE CITY.
 AE0970'ABOUT 19.5 MILES NORTHEAST FROM RIO GRANDE CITY ALONG STATE HIGHWAY
 AE0970'NO. 755, THEN RIGHT ON F.M. ROAD NO. 2294 AND CONTINUE NORTHEAST 0.7
 AE0970'MILE TO THE MARK ON THE RIGHT.  THE MARK IS 1 FOOT SOUTHEAST OF THE
 AE0970'SOUTHEAST RIGHT-OF-WAY FENCE, 55 YARDS EAST OF THE FIRST POWER POLE
 AE0970'EAST OF A SMALL CULVERT AND 41 FEET SOUTH OF HIGHWAY SURVEY STATION 51
 AE0970'+ 10.  A STANDARD DISK STAMPED C 643 RESET 1957 IN A CONCRETE FILLED
 AE0970'METAL PIPE ABOUT 6 INCHES IN DIAMETER AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0707 ***********************************************************************
 AE0707  DESIGNATION -  C 644
 AE0707  PID         -  AE0707
 AE0707  STATE/COUNTY-  TX/STARR
 AE0707  USGS QUAD   -  CAMP GARCIA (1980)
 AE0707
 AE0707                         *CURRENT SURVEY CONTROL
 AE0707  ___________________________________________________________________
 AE0707* NAD 83(1986)-  26 27 22.     (N)    098 33 04.     (W)     SCALED    
 AE0707* NAVD 88     -       112.276  (meters)     368.36   (feet)  ADJUSTED  
 AE0707  ___________________________________________________________________
 AE0707  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AE0707  DYNAMIC HT  -         112.090 (meters)     367.75  (feet)  COMP
 AE0707  MODELED GRAV-     978,996.9   (mgal)                       NAVD 88
 AE0707
 AE0707  VERT ORDER  -  SECOND    CLASS 0
 AE0707
 AE0707.The horizontal coordinates were scaled from a topographic map and have
 AE0707.an estimated accuracy of +/- 6 seconds.
 AE0707
 AE0707.The orthometric height was determined by differential leveling
 AE0707.and adjusted by the National Geodetic Survey in June 1991..
 AE0707
 AE0707.The geoid height was determined by GEOID03.
 AE0707
 AE0707.The dynamic height is computed by dividing the NAVD 88
 AE0707.geopotential number by the normal gravity value computed on the
 AE0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0707.degrees latitude (g = 980.6199 gals.).
 AE0707
 AE0707.The modeled gravity was interpolated from observed gravity values.
 AE0707
 AE0707;                    North         East    Units  Estimated Accuracy
 AE0707;SPC TX S     - 5,087,470.      294,900.      MT  (+/- 180 meters Scaled)
 AE0707
 AE0707                          SUPERSEDED SURVEY CONTROL
 AE0707
 AE0707  NGVD 29 (??/??/92)  112.346  (m)          368.59   (f) ADJ UNCH    2 0
 AE0707
 AE0707.Superseded values are not recommended for survey control.
 AE0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0707.See file dsdata.txt to determine how the superseded data were derived.
 AE0707
 AE0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ447262(NAD 83)
 AE0707_MARKER: DB = BENCH MARK DISK
 AE0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0707_STAMPING: C 644 1942
 AE0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0707+STABILITY: SURFACE MOTION
 AE0707
 AE0707  HISTORY     - Date     Condition        Report By
 AE0707  HISTORY     - 1942     MONUMENTED       CGS
 AE0707
 AE0707                          STATION DESCRIPTION
 AE0707
 AE0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0707'13.2 MI N FROM SULLIVAN CITY.
 AE0707'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.3 MILES
 AE0707'WESTERLY ALONG U.S. HIGHWAY TO INTERSECTION OF ROAD LEADING NORTH.
 AE0707'THENCE, GO 11.9 MILES NORTHERLY ALONG DIRT ROAD TO THE SITE OF THE
 AE0707'BENCH MARK.  BENCH MARK IS AT THE INTERSECTION OF ROAD LEADING WEST,
 AE0707'24.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0707'THE ROAD, 30.0 FEET SOUTH OF THE CENTERLINE OF THE SIDE ROAD, 3.0 FEET
 AE0707'SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET WEST OF FENCE. THE
 AE0707'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0010 ***********************************************************************
 AE0010  DESIGNATION -  C 645
 AE0010  PID         -  AE0010
 AE0010  STATE/COUNTY-  TX/HIDALGO
 AE0010  USGS QUAD   -  BENTSEN RANCH (1972)
 AE0010
 AE0010                         *CURRENT SURVEY CONTROL
 AE0010  ___________________________________________________________________
 AE0010* NAD 83(1986)-  26 32 58.     (N)    098 23 06.     (W)     SCALED    
 AE0010* NAVD 88     -        94.851  (meters)     311.19   (feet)  ADJUSTED  
 AE0010  ___________________________________________________________________
 AE0010  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AE0010  DYNAMIC HT  -          94.696 (meters)     310.68  (feet)  COMP
 AE0010  MODELED GRAV-     979,014.9   (mgal)                       NAVD 88
 AE0010
 AE0010  VERT ORDER  -  SECOND    CLASS 0
 AE0010
 AE0010.The horizontal coordinates were scaled from a topographic map and have
 AE0010.an estimated accuracy of +/- 6 seconds.
 AE0010
 AE0010.The orthometric height was determined by differential leveling
 AE0010.and adjusted by the National Geodetic Survey in June 1991..
 AE0010
 AE0010.The geoid height was determined by GEOID03.
 AE0010
 AE0010.The dynamic height is computed by dividing the NAVD 88
 AE0010.geopotential number by the normal gravity value computed on the
 AE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0010.degrees latitude (g = 980.6199 gals.).
 AE0010
 AE0010.The modeled gravity was interpolated from observed gravity values.
 AE0010
 AE0010;                    North         East    Units  Estimated Accuracy
 AE0010;SPC TX S     - 5,097,810.      311,460.      MT  (+/- 180 meters Scaled)
 AE0010
 AE0010                          SUPERSEDED SURVEY CONTROL
 AE0010
 AE0010  NGVD 29 (??/??/92)   94.93   (m)          311.4    (f) COMPUTED    2 0
 AE0010
 AE0010.Superseded values are not recommended for survey control.
 AE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0010.See file dsdata.txt to determine how the superseded data were derived.
 AE0010
 AE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ612366(NAD 83)
 AE0010_MARKER: DB = BENCH MARK DISK
 AE0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0010_STAMPING: C 645 1942
 AE0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0010+STABILITY: SURFACE MOTION
 AE0010
 AE0010  HISTORY     - Date     Condition        Report By
 AE0010  HISTORY     - 1942     MONUMENTED       CGS
 AE0010
 AE0010                          STATION DESCRIPTION
 AE0010
 AE0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0010'5.2 MI NW FROM MCCOOK.
 AE0010'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 4.7 MILES NORTHERLY
 AE0010'ALONG DIRT ROAD TO SHARP CURVE TO THE WEST.  THENCE, GO 0.5 MILES WEST
 AE0010'ALONG ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 28.0 FEET SOUTH OF
 AE0010'AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD AND 3.0
 AE0010'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4
 AE0010'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0593 ***********************************************************************
 AE0593  DESIGNATION -  C 646
 AE0593  PID         -  AE0593
 AE0593  STATE/COUNTY-  TX/HIDALGO
 AE0593  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0593
 AE0593                         *CURRENT SURVEY CONTROL
 AE0593  ___________________________________________________________________
 AE0593* NAD 83(1986)-  26 28 29.     (N)    098 17 45.     (W)     SCALED    
 AE0593* NAVD 88     -        60.896  (meters)     199.79   (feet)  ADJUSTED  
 AE0593  ___________________________________________________________________
 AE0593  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AE0593  DYNAMIC HT  -          60.797 (meters)     199.46  (feet)  COMP
 AE0593  MODELED GRAV-     979,016.4   (mgal)                       NAVD 88
 AE0593
 AE0593  VERT ORDER  -  SECOND    CLASS 0
 AE0593
 AE0593.The horizontal coordinates were scaled from a topographic map and have
 AE0593.an estimated accuracy of +/- 6 seconds.
 AE0593
 AE0593.The orthometric height was determined by differential leveling
 AE0593.and adjusted by the National Geodetic Survey in June 1991..
 AE0593
 AE0593.The geoid height was determined by GEOID03.
 AE0593
 AE0593.The dynamic height is computed by dividing the NAVD 88
 AE0593.geopotential number by the normal gravity value computed on the
 AE0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0593.degrees latitude (g = 980.6199 gals.).
 AE0593
 AE0593.The modeled gravity was interpolated from observed gravity values.
 AE0593
 AE0593;                    North         East    Units  Estimated Accuracy
 AE0593;SPC TX S     - 5,089,540.      320,360.      MT  (+/- 180 meters Scaled)
 AE0593
 AE0593                          SUPERSEDED SURVEY CONTROL
 AE0593
 AE0593  NGVD 29 (??/??/92)   60.991  (m)          200.10   (f) ADJ UNCH    2 0
 AE0593
 AE0593.Superseded values are not recommended for survey control.
 AE0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0593.See file dsdata.txt to determine how the superseded data were derived.
 AE0593
 AE0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ701284(NAD 83)
 AE0593_MARKER: DB = BENCH MARK DISK
 AE0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0593_STAMPING: C 646 1942
 AE0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0593+STABILITY: SURFACE MOTION
 AE0593
 AE0593  HISTORY     - Date     Condition        Report By
 AE0593  HISTORY     - 1942     MONUMENTED       CGS
 AE0593
 AE0593                          STATION DESCRIPTION
 AE0593
 AE0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0593'20.7 MI NW FROM EDINBURG.
 AE0593'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 10.5 MILES
 AE0593'NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AE0593'WEST.  THENCE, GO 10.2 MILES WESTERLY ALONG DIRT ROAD LEADING WESTERLY
 AE0593'TOWARDS MCCOOK TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 6.0
 AE0593'MILES EAST OF MCCOOK SCHOOL HOUSE, ABOUT 0.6 MILE EAST OF A FARM HOUSE
 AE0593'AND 34.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AE0593'OF THE ROAD.  IT IS 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND
 AE0593'1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3039 ***********************************************************************
 AW3039  DESIGNATION -  C 647
 AW3039  PID         -  AW3039
 AW3039  STATE/COUNTY-  TX/CHAMBERS
 AW3039  USGS QUAD   -  OYSTER BAYOU (1994)
 AW3039
 AW3039                         *CURRENT SURVEY CONTROL
 AW3039  ___________________________________________________________________
 AW3039* NAD 83(1986)-  29 41 06.     (N)    094 37 30.     (W)     SCALED    
 AW3039* NAVD 88     -         3.37   (+/-2cm)      11.1    (feet)  VERTCON   
 AW3039  ___________________________________________________________________
 AW3039  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3039
 AW3039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3039
 AW3039.The horizontal coordinates were scaled from a topographic map and have
 AW3039.an estimated accuracy of +/- 6 seconds.
 AW3039
 AW3039.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3039.The vertical order pertains to the NGVD 29 superseded value.
 AW3039
 AW3039.The geoid height was determined by GEOID03.
 AW3039
 AW3039;                    North         East    Units  Estimated Accuracy
 AW3039;SPC TXSC     - 4,213,130.    1,023,310.      MT  (+/- 180 meters Scaled)
 AW3039
 AW3039                          SUPERSEDED SURVEY CONTROL
 AW3039
 AW3039  NGVD 29 (??/??/92)    3.372  (m)           11.06   (f) ADJ UNCH    2 0
 AW3039
 AW3039.Superseded values are not recommended for survey control.
 AW3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3039.See file dsdata.txt to determine how the superseded data were derived.
 AW3039
 AW3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN427849(NAD 83)
 AW3039_MARKER: DB = BENCH MARK DISK
 AW3039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3039_STAMPING: C 647 1942
 AW3039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3039+STABILITY: SURFACE MOTION
 AW3039
 AW3039  HISTORY     - Date     Condition        Report By
 AW3039  HISTORY     - 1942     MONUMENTED       CGS
 AW3039  HISTORY     - 1954     GOOD             NGS
 AW3039  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW3039  HISTORY     - 19910819 MARK NOT FOUND   USPSQD
 AW3039  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW3039  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3039  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW3039  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 AW3039
 AW3039                          STATION DESCRIPTION
 AW3039
 AW3039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3039'10.95 MI SE FROM ANAHUAC.
 AW3039'0.1 MILE EAST ALONG MILLER STREET FROM THE COURTHOUSE AT ANAHUAC,
 AW3039'THENCE 3.9 MILES SOUTH ALONG FARM ROAD 564, THENCE 0.5 MILE EAST ALONG
 AW3039'AN OILED ROAD, THENCE 3.3 MILES SOUTH ALONG AN OILED ROAD, THENCE 3.15
 AW3039'MILES EAST ALONG AN OILED ROAD, AT A JUNCTION WITH FARM ROAD 562, 45
 AW3039'FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 6 FEET SOUTHEAST
 AW3039'OF THE EXTENDED CENTER LINE OF AN OILED ROAD, 48 FEET SOUTHEAST OF A
 AW3039'FENCE CORNER, 2 FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF A
 AW3039'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. NOTE--
 AW3039'PORTIONS OF A CONCRETE POST WERE FOUND IN THE AREA.
 AW3039
 AW3039                          STATION RECOVERY (1958)
 AW3039
 AW3039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AW3039'MARK NOT FOUND.
 AW3039
 AW3039                          STATION RECOVERY (1991)
 AW3039
 AW3039'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3039'MARK NOT FOUND.
 AW3039
 AW3039                          STATION RECOVERY (1997)
 AW3039
 AW3039'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3039'MARK NOT FOUND.
 AW3039
 AW3039                          STATION RECOVERY (2001)
 AW3039
 AW3039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3039'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3039
 AW3039                          STATION RECOVERY (2004)
 AW3039
 AW3039'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3039'MARK NOT FOUND.
 AW3039
 AW3039                          STATION RECOVERY (2005)
 AW3039
 AW3039'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3136 ***********************************************************************
 AW3136  DESIGNATION -  C 649 RESET 1961
 AW3136  PID         -  AW3136
 AW3136  STATE/COUNTY-  TX/CHAMBERS
 AW3136  USGS QUAD   -  ANAHUAC (1993)
 AW3136
 AW3136                         *CURRENT SURVEY CONTROL
 AW3136  ___________________________________________________________________
 AW3136* NAD 83(1986)-  29 51 29.     (N)    094 37 38.     (W)     SCALED    
 AW3136* NAVD 88     -         9.75   (+/-2cm)      32.0    (feet)  VERTCON   
 AW3136  ___________________________________________________________________
 AW3136  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW3136
 AW3136  VERT ORDER  -  THIRD (See Below)
 AW3136
 AW3136.The horizontal coordinates were scaled from a topographic map and have
 AW3136.an estimated accuracy of +/- 6 seconds.
 AW3136
 AW3136.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3136.The vertical order pertains to the NGVD 29 superseded value.
 AW3136
 AW3136.The geoid height was determined by GEOID03.
 AW3136
 AW3136;                    North         East    Units  Estimated Accuracy
 AW3136;SPC TXSC     - 4,232,290.    1,022,370.      MT  (+/- 180 meters Scaled)
 AW3136
 AW3136                          SUPERSEDED SURVEY CONTROL
 AW3136
 AW3136  NGVD 29 (??/??/??)    9.75   (m)           32.0    (f) RESET       3  
 AW3136
 AW3136.Superseded values are not recommended for survey control.
 AW3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3136.See file dsdata.txt to determine how the superseded data were derived.
 AW3136
 AW3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP428041(NAD 83)
 AW3136_MARKER: DB = BENCH MARK DISK
 AW3136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3136_STAMPING: C 649 RESET 1961
 AW3136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3136+STABILITY: SURFACE MOTION
 AW3136
 AW3136  HISTORY     - Date     Condition        Report By
 AW3136  HISTORY     - 1961     MONUMENTED       CGS
 AW3136  HISTORY     - 1973     GOOD             NGS
 AW3136  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW3136  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3136  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3136  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AW3136
 AW3136                          STATION DESCRIPTION
 AW3136
 AW3136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3136'0.25 MI S FROM HANKAMER.
 AW3136'ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF CHRIST
 AW3136'AT HANKAMER, AT THE JUNCTION OF STATE HIGHWAY 61 AND FARM ROAD 1663,
 AW3136'42 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 157 FEET NORTH OF
 AW3136'THE CENTER LINE OF THE FARM ROAD, 126 1/2 FEET SOUTHWEST OF THE
 AW3136'SOUTHWEST CORNER OF THE HANKAMER POST OFFICE, 2 FEET SOUTHEAST OF A
 AW3136'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 AW3136'INCH.
 AW3136
 AW3136                          STATION RECOVERY (1997)
 AW3136
 AW3136'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3136'MARK NOT FOUND.
 AW3136
 AW3136                          STATION RECOVERY (2001)
 AW3136
 AW3136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3136'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3136
 AW3136                          STATION RECOVERY (2004)
 AW3136
 AW3136'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3136'MARK NOT FOUND.
 AW3136
 AW3136                          STATION RECOVERY (2004)
 AW3136
 AW3136'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AW3136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2577 ***********************************************************************
 AW2577  DESIGNATION -  C 650
 AW2577  PID         -  AW2577
 AW2577  STATE/COUNTY-  TX/LIBERTY
 AW2577  USGS QUAD   -  WINNIE NW (1994)
 AW2577
 AW2577                         *CURRENT SURVEY CONTROL
 AW2577  ___________________________________________________________________
 AW2577* NAD 83(1986)-  29 54 54.     (N)    094 29 53.     (W)     SCALED    
 AW2577* NAVD 88     -        11.73   (+/-2cm)      38.5    (feet)  VERTCON   
 AW2577  ___________________________________________________________________
 AW2577  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2577
 AW2577  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2577
 AW2577.The horizontal coordinates were scaled from a topographic map and have
 AW2577.an estimated accuracy of +/- 6 seconds.
 AW2577
 AW2577.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2577.The vertical order pertains to the NGVD 29 superseded value.
 AW2577
 AW2577.The geoid height was determined by GEOID03.
 AW2577
 AW2577;                    North         East    Units  Estimated Accuracy
 AW2577;SPC TX C     - 3,042,310.    1,263,280.      MT  (+/- 180 meters Scaled)
 AW2577
 AW2577                          SUPERSEDED SURVEY CONTROL
 AW2577
 AW2577  NGVD 29 (??/??/92)   11.733  (m)           38.49   (f) ADJ UNCH    1 2
 AW2577
 AW2577.Superseded values are not recommended for survey control.
 AW2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2577.See file dsdata.txt to determine how the superseded data were derived.
 AW2577
 AW2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP553103(NAD 83)
 AW2577_MARKER: DB = BENCH MARK DISK
 AW2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2577_STAMPING: C 650 1942
 AW2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2577+STABILITY: SURFACE MOTION
 AW2577
 AW2577  HISTORY     - Date     Condition        Report By
 AW2577  HISTORY     - 1942     MONUMENTED       CGS
 AW2577  HISTORY     - 1959     GOOD             NGS
 AW2577
 AW2577                          STATION DESCRIPTION
 AW2577
 AW2577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2577'12.3 MI NE FROM HANKAMER.
 AW2577'ABOUT 2.9 MILES EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 AW2577'HANKAMER, THENCE ABOUT 3.3 MILES EAST ALONG FARM ROAD 1663, THENCE
 AW2577'ABOUT 2.1 MILES EAST ALONG A GRADED COUNTY ROAD, THENCE ABOUT 2.0
 AW2577'MILES NORTH ALONG A COUNTY SHELL ROAD, THENCE ABOUT 2.0 MILES NORTH
 AW2577'ALONG A PRIVATE SHELL ROAD, AT A CURVE IN THE ROAD, 35 FEET SOUTHWEST
 AW2577'OF THE CENTER LINE OF THE ROAD, 63 FEET SOUTHEAST OF A FENCE CORNER
 AW2577'POST, 1 FOOT NORTHEAST OF A FENCE, 0.8 FOOT SOUTHWEST OF A METAL
 AW2577'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE
 AW2577'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1279 ***********************************************************************
 AY1279  DESIGNATION -  C 651
 AY1279  PID         -  AY1279
 AY1279  STATE/COUNTY-  TX/MEDINA
 AY1279  USGS QUAD   -  HONDO (1982)
 AY1279
 AY1279                         *CURRENT SURVEY CONTROL
 AY1279  ___________________________________________________________________
 AY1279* NAD 83(1986)-  29 21 52.     (N)    099 08 32.     (W)     SCALED    
 AY1279* NAVD 88     -       274.075  (meters)     899.19   (feet)  ADJUSTED  
 AY1279  ___________________________________________________________________
 AY1279  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AY1279  DYNAMIC HT  -         273.676 (meters)     897.89  (feet)  COMP
 AY1279  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 AY1279
 AY1279  VERT ORDER  -  FIRST     CLASS II
 AY1279
 AY1279.The horizontal coordinates were scaled from a topographic map and have
 AY1279.an estimated accuracy of +/- 6 seconds.
 AY1279
 AY1279.The orthometric height was determined by differential leveling
 AY1279.and adjusted by the National Geodetic Survey in June 1991..
 AY1279
 AY1279.The geoid height was determined by GEOID03.
 AY1279
 AY1279.The dynamic height is computed by dividing the NAVD 88
 AY1279.geopotential number by the normal gravity value computed on the
 AY1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1279.degrees latitude (g = 980.6199 gals.).
 AY1279
 AY1279.The modeled gravity was interpolated from observed gravity values.
 AY1279
 AY1279;                    North         East    Units  Estimated Accuracy
 AY1279;SPC TXSC     - 4,169,700.      586,190.      MT  (+/- 180 meters Scaled)
 AY1279
 AY1279                          SUPERSEDED SURVEY CONTROL
 AY1279
 AY1279.No superseded survey control is available for this station.
 AY1279
 AY1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT861483(NAD 83)
 AY1279_MARKER: DB = BENCH MARK DISK
 AY1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1279_STAMPING: C 651 1953
 AY1279_MARK LOGO: CGS   
 AY1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1279+STABILITY: SURFACE MOTION
 AY1279
 AY1279  HISTORY     - Date     Condition        Report By
 AY1279  HISTORY     - 1953     MONUMENTED       CGS
 AY1279  HISTORY     - 1982     GOOD             NGS
 AY1279  HISTORY     - 1990     GOOD             USPSQD
 AY1279  HISTORY     - 19950427 POOR             USPSQD
 AY1279  HISTORY     - 19950518 GOOD             USPSQD
 AY1279  HISTORY     - 20011227 GOOD             USPSQD
 AY1279  HISTORY     - 20050521 POOR             USPSQD
 AY1279  HISTORY     - 20050809 POOR             USPSQD
 AY1279
 AY1279                          STATION DESCRIPTION
 AY1279
 AY1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1279'1.0 MI N FROM HONDO.
 AY1279'1.0 MILE NORTH ALONG FARM ROAD 1888 FROM THE COURTHOUSE AT HONDO, IN
 AY1279'LINE WITH A ROW OF TELEPHONE POLES, 40 FEET EAST OF THE CENTER LINE OF
 AY1279'THE FARM ROAD, 2 FEET WEST OF A FENCE, 2.2 FEET SOUTH OF A WITNESS
 AY1279'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AY1279'THE GROUND.
 AY1279
 AY1279                          STATION RECOVERY (1982)
 AY1279
 AY1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1279'RECOVERED IN GOOD CONDITION.
 AY1279
 AY1279                          STATION RECOVERY (1990)
 AY1279
 AY1279'RECOVERY NOTE BY US POWER SQUADRON 1990 (HLJ)
 AY1279'RECOVERED IN GOOD CONDITION.
 AY1279
 AY1279                          STATION RECOVERY (1995)
 AY1279
 AY1279'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1279'MARK RECOVERED IN POOR CONDITION.
 AY1279
 AY1279                          STATION RECOVERY (1995)
 AY1279
 AY1279'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1279'RECOVERED IN GOOD CONDITION.
 AY1279
 AY1279                          STATION RECOVERY (2001)
 AY1279
 AY1279'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1279'POST TILTED
 AY1279
 AY1279                          STATION RECOVERY (2005)
 AY1279
 AY1279'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1279'MARK RECOVERED IN POOR CONDITION.
 AY1279
 AY1279                          STATION RECOVERY (2005)
 AY1279
 AY1279'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1279'TILTED BUT READABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1142 ***********************************************************************
 AB1142  DESIGNATION -  C 652
 AB1142  PID         -  AB1142
 AB1142  STATE/COUNTY-  TX/KENEDY
 AB1142  USGS QUAD   -  ANDREA RANCH (1982)
 AB1142
 AB1142                         *CURRENT SURVEY CONTROL
 AB1142  ___________________________________________________________________
 AB1142* NAD 83(1986)-  26 39 55.     (N)    097 56 18.     (W)     SCALED    
 AB1142* NAVD 88     -        13.248  (meters)      43.46   (feet)  ADJUSTED  
 AB1142  ___________________________________________________________________
 AB1142  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AB1142  DYNAMIC HT  -          13.226 (meters)      43.39  (feet)  COMP
 AB1142  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 AB1142
 AB1142  VERT ORDER  -  SECOND    CLASS 0
 AB1142
 AB1142.The horizontal coordinates were scaled from a topographic map and have
 AB1142.an estimated accuracy of +/- 6 seconds.
 AB1142
 AB1142.The orthometric height was determined by differential leveling
 AB1142.and adjusted by the National Geodetic Survey in June 1991..
 AB1142
 AB1142.The geoid height was determined by GEOID03.
 AB1142
 AB1142.The dynamic height is computed by dividing the NAVD 88
 AB1142.geopotential number by the normal gravity value computed on the
 AB1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1142.degrees latitude (g = 980.6199 gals.).
 AB1142
 AB1142.The modeled gravity was interpolated from observed gravity values.
 AB1142
 AB1142;                    North         East    Units  Estimated Accuracy
 AB1142;SPC TX S     - 5,110,760.      355,910.      MT  (+/- 180 meters Scaled)
 AB1142
 AB1142                          SUPERSEDED SURVEY CONTROL
 AB1142
 AB1142  NGVD 29 (??/??/92)   13.340  (m)           43.77   (f) ADJ UNCH    2 0
 AB1142
 AB1142.Superseded values are not recommended for survey control.
 AB1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1142.See file dsdata.txt to determine how the superseded data were derived.
 AB1142
 AB1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ056498(NAD 83)
 AB1142_MARKER: DB = BENCH MARK DISK
 AB1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1142_STAMPING: C 652 1942
 AB1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1142+STABILITY: SURFACE MOTION
 AB1142
 AB1142  HISTORY     - Date     Condition        Report By
 AB1142  HISTORY     - 1942     MONUMENTED       CGS
 AB1142
 AB1142                          STATION DESCRIPTION
 AB1142
 AB1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1142'19.3 MI NW FROM RAYMONDVILLE.
 AB1142'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1142'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1142'NORTHERLY 2.5 MILES THENCE WESTERLY 1. MILE, THENCE NORTHERLY 0.6
 AB1142'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 12. MILES ALONG
 AB1142'RANCH TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 1.4 MILE
 AB1142'SOUTHEAST OF WOODEN GATE ON SANTA FE-KING RANCH PROPERTY LINE ALONG
 AB1142'ROAD LEADING FROM LA TORDILLA RANCH TO SANTA FE SCHOOL AND 21. FEET
 AB1142'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS RANCH ROAD.  IT IS 18.
 AB1142'FEET WEST OF A LARGE MESQUITE TREE AND 3. FEET SOUTH OF A 4X4-INCH
 AB1142'WOODEN MARKER POST. THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0670 ***********************************************************************
 AB0670  DESIGNATION -  C 653
 AB0670  PID         -  AB0670
 AB0670  STATE/COUNTY-  TX/WILLACY
 AB0670  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0670
 AB0670                         *CURRENT SURVEY CONTROL
 AB0670  ___________________________________________________________________
 AB0670* NAD 83(1986)-  26 28 47.     (N)    097 51 46.     (W)     SCALED    
 AB0670* NAVD 88     -        10.794  (meters)      35.41   (feet)  ADJUSTED  
 AB0670  ___________________________________________________________________
 AB0670  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AB0670  DYNAMIC HT  -          10.777 (meters)      35.36  (feet)  COMP
 AB0670  MODELED GRAV-     979,043.2   (mgal)                       NAVD 88
 AB0670
 AB0670  VERT ORDER  -  SECOND    CLASS 0
 AB0670
 AB0670.The horizontal coordinates were scaled from a topographic map and have
 AB0670.an estimated accuracy of +/- 6 seconds.
 AB0670
 AB0670.The orthometric height was determined by differential leveling
 AB0670.and adjusted by the National Geodetic Survey in June 1991..
 AB0670
 AB0670.The geoid height was determined by GEOID03.
 AB0670
 AB0670.The dynamic height is computed by dividing the NAVD 88
 AB0670.geopotential number by the normal gravity value computed on the
 AB0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0670.degrees latitude (g = 980.6199 gals.).
 AB0670
 AB0670.The modeled gravity was interpolated from observed gravity values.
 AB0670
 AB0670;                    North         East    Units  Estimated Accuracy
 AB0670;SPC TX S     - 5,090,240.      363,530.      MT  (+/- 180 meters Scaled)
 AB0670
 AB0670                          SUPERSEDED SURVEY CONTROL
 AB0670
 AB0670  NGVD 29 (??/??/92)   10.868  (m)           35.66   (f) ADJ UNCH    2 0
 AB0670
 AB0670.Superseded values are not recommended for survey control.
 AB0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0670.See file dsdata.txt to determine how the superseded data were derived.
 AB0670
 AB0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ133293(NAD 83)
 AB0670_MARKER: DB = BENCH MARK DISK
 AB0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0670_STAMPING: C 653 1942
 AB0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0670+STABILITY: SURFACE MOTION
 AB0670
 AB0670  HISTORY     - Date     Condition        Report By
 AB0670  HISTORY     - 1942     MONUMENTED       CGS
 AB0670  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0670
 AB0670                          STATION DESCRIPTION
 AB0670
 AB0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0670'4.6 MI W FROM RAYMONDVILLE.
 AB0670'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB0670'PROCEED 4.8 (STADIA) MILES WESTERLY ALONG STATE HIGHWAY NO. 186 TO
 AB0670'SITE OF BENCH MARK. BENCH MARK IS ABOUT 100.0 FEET EAST OF
 AB0670'INTERSECTION OF HIGHWAY WITH GRADED DIRT ROAD LEADING SOUTH, 58.0 FEET
 AB0670'EAST OF SHELTER HOUSE AT SCHOOL BUS STOP, 49.0 FEET NORTH OF AND ABOUT
 AB0670'THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, AND 3.0 FEET WEST OF
 AB0670'A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.5 FOOT.
 AB0670
 AB0670                          STATION RECOVERY (1956)
 AB0670
 AB0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0661 ***********************************************************************
 AB0661  DESIGNATION -  C 654
 AB0661  PID         -  AB0661
 AB0661  STATE/COUNTY-  TX/WILLACY
 AB0661  USGS QUAD   -  LASARA (1970)
 AB0661
 AB0661                         *CURRENT SURVEY CONTROL
 AB0661  ___________________________________________________________________
 AB0661* NAD 83(1986)-  26 29 36.     (N)    097 57 19.     (W)     SCALED    
 AB0661* NAVD 88     -        14.096  (meters)      46.25   (feet)  ADJUSTED  
 AB0661  ___________________________________________________________________
 AB0661  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AB0661  DYNAMIC HT  -          14.073 (meters)      46.17  (feet)  COMP
 AB0661  MODELED GRAV-     979,041.2   (mgal)                       NAVD 88
 AB0661
 AB0661  VERT ORDER  -  SECOND    CLASS 0
 AB0661
 AB0661.The horizontal coordinates were scaled from a topographic map and have
 AB0661.an estimated accuracy of +/- 6 seconds.
 AB0661
 AB0661.The orthometric height was determined by differential leveling
 AB0661.and adjusted by the National Geodetic Survey in June 1991..
 AB0661
 AB0661.The geoid height was determined by GEOID03.
 AB0661
 AB0661.The dynamic height is computed by dividing the NAVD 88
 AB0661.geopotential number by the normal gravity value computed on the
 AB0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0661.degrees latitude (g = 980.6199 gals.).
 AB0661
 AB0661.The modeled gravity was interpolated from observed gravity values.
 AB0661
 AB0661;                    North         East    Units  Estimated Accuracy
 AB0661;SPC TX S     - 5,091,710.      354,300.      MT  (+/- 180 meters Scaled)
 AB0661
 AB0661                          SUPERSEDED SURVEY CONTROL
 AB0661
 AB0661  NGVD 29 (??/??/92)   14.187  (m)           46.55   (f) ADJ UNCH    2 0
 AB0661
 AB0661.Superseded values are not recommended for survey control.
 AB0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0661.See file dsdata.txt to determine how the superseded data were derived.
 AB0661
 AB0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ041307(NAD 83)
 AB0661_MARKER: DB = BENCH MARK DISK
 AB0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0661_STAMPING: C 654 1942
 AB0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0661+STABILITY: SURFACE MOTION
 AB0661
 AB0661  HISTORY     - Date     Condition        Report By
 AB0661  HISTORY     - 1942     MONUMENTED       CGS
 AB0661  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0661
 AB0661                          STATION DESCRIPTION
 AB0661
 AB0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0661'11.0 MI NW FROM RAYMONDVILLE.
 AB0661'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB0661'PROCEED 10.5 MILES WESTERLY ALONG STATE HIGHWAY NO. 186, THENCE GO 0.5
 AB0661'MILE NORTHERLY ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK. BENCH
 AB0661'MARK IS 70.0 FEET NORTHEAST AND ACROSS ROAD FROM A WIRE GATE, 3.0 FEET
 AB0661'EAST OF ROAD FENCE, 24.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS
 AB0661'THE CENTERLINE OF THE ROAD, AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN
 AB0661'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.  A STANDARD DISK, STAMPED C
 AB0661'654 1942 AND SET IN A CONCRETE POST.
 AB0661
 AB0661                          STATION RECOVERY (1987)
 AB0661
 AB0661'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0406 ***********************************************************************
 AB0406  DESIGNATION -  C 655
 AB0406  PID         -  AB0406
 AB0406  STATE/COUNTY-  TX/WILLACY
 AB0406  USGS QUAD   -  SANTA ROSA (1982)
 AB0406
 AB0406                         *CURRENT SURVEY CONTROL
 AB0406  ___________________________________________________________________
 AB0406* NAD 83(1986)-  26 22 18.     (N)    097 47 27.     (W)     SCALED    
 AB0406* NAVD 88     -        12.828  (meters)      42.09   (feet)  ADJUSTED  
 AB0406  ___________________________________________________________________
 AB0406  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AB0406  DYNAMIC HT  -          12.808 (meters)      42.02  (feet)  COMP
 AB0406  MODELED GRAV-     979,041.0   (mgal)                       NAVD 88
 AB0406
 AB0406  VERT ORDER  -  FIRST     CLASS II
 AB0406
 AB0406.The horizontal coordinates were scaled from a topographic map and have
 AB0406.an estimated accuracy of +/- 6 seconds.
 AB0406
 AB0406.The orthometric height was determined by differential leveling
 AB0406.and adjusted by the National Geodetic Survey in June 1991..
 AB0406.WARNING-Repeat measurements at this control monument indicate possible
 AB0406.vertical movement.
 AB0406
 AB0406.The geoid height was determined by GEOID03.
 AB0406
 AB0406.The dynamic height is computed by dividing the NAVD 88
 AB0406.geopotential number by the normal gravity value computed on the
 AB0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0406.degrees latitude (g = 980.6199 gals.).
 AB0406
 AB0406.The modeled gravity was interpolated from observed gravity values.
 AB0406
 AB0406;                    North         East    Units  Estimated Accuracy
 AB0406;SPC TX S     - 5,078,310.      370,770.      MT  (+/- 180 meters Scaled)
 AB0406
 AB0406                          SUPERSEDED SURVEY CONTROL
 AB0406
 AB0406  NGVD 29 (??/??/92)   12.902  (m)           42.33   (f) ADJ UNCH    1 2
 AB0406
 AB0406.Superseded values are not recommended for survey control.
 AB0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0406.See file dsdata.txt to determine how the superseded data were derived.
 AB0406
 AB0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ206174(NAD 83)
 AB0406_MARKER: DB = BENCH MARK DISK
 AB0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0406_STAMPING: C 655 1942
 AB0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0406+STABILITY: SURFACE MOTION
 AB0406
 AB0406  HISTORY     - Date     Condition        Report By
 AB0406  HISTORY     - 1942     MONUMENTED       CGS
 AB0406  HISTORY     - 1951     GOOD             NGS
 AB0406  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0406
 AB0406                          STATION DESCRIPTION
 AB0406
 AB0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0406'1.9 MI N FROM SEBASTIAN.
 AB0406'1.9 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0406'FROM THE STATION AT SEBASTIAN, 4 POLES SOUTH OF MILEPOST 39, AT A ROAD
 AB0406'CROSSING, 37 FEET EAST OF THE EAST RAIL, 54 FEET WEST OF THE CENTER
 AB0406'LINE OF U.S. HIGHWAY 77, 35 FEET NORTH OF THE CENTER LINE OF AN EAST
 AB0406'AND WEST ROAD, 6 FEET NORTH OF A TELEGRAPH POLE, 3 FEET NORTH OF A
 AB0406'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AB0406'FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0406
 AB0406                          STATION RECOVERY (1981)
 AB0406
 AB0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0406'NOT RECOVERED, POST FOUND, DISK GONE, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0449 ***********************************************************************
 AE0449  DESIGNATION -  C 656
 AE0449  PID         -  AE0449
 AE0449  STATE/COUNTY-  TX/HIDALGO
 AE0449  USGS QUAD   -  HARGILL (1963)
 AE0449
 AE0449                         *CURRENT SURVEY CONTROL
 AE0449  ___________________________________________________________________
 AE0449* NAD 83(1986)-  26 29 33.     (N)    098 06 04.     (W)     SCALED    
 AE0449* NAVD 88     -        23.439  (meters)      76.90   (feet)  ADJUSTED  
 AE0449  ___________________________________________________________________
 AE0449  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AE0449  DYNAMIC HT  -          23.402 (meters)      76.78  (feet)  COMP
 AE0449  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 AE0449
 AE0449  VERT ORDER  -  SECOND    CLASS 0
 AE0449
 AE0449.The horizontal coordinates were scaled from a topographic map and have
 AE0449.an estimated accuracy of +/- 6 seconds.
 AE0449
 AE0449.The orthometric height was determined by differential leveling
 AE0449.and adjusted by the National Geodetic Survey in June 1991..
 AE0449
 AE0449.The geoid height was determined by GEOID03.
 AE0449
 AE0449.The dynamic height is computed by dividing the NAVD 88
 AE0449.geopotential number by the normal gravity value computed on the
 AE0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0449.degrees latitude (g = 980.6199 gals.).
 AE0449
 AE0449.The modeled gravity was interpolated from observed gravity values.
 AE0449
 AE0449;                    North         East    Units  Estimated Accuracy
 AE0449;SPC TX S     - 5,091,560.      339,770.      MT  (+/- 180 meters Scaled)
 AE0449
 AE0449                          SUPERSEDED SURVEY CONTROL
 AE0449
 AE0449  NGVD 29 (??/??/92)   23.54   (m)           77.2    (f) COMPUTED    2 0
 AE0449
 AE0449.Superseded values are not recommended for survey control.
 AE0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0449.See file dsdata.txt to determine how the superseded data were derived.
 AE0449
 AE0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ895305(NAD 83)
 AE0449_MARKER: DB = BENCH MARK DISK
 AE0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0449_STAMPING: C 656
 AE0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0449+STABILITY: SURFACE MOTION
 AE0449
 AE0449  HISTORY     - Date     Condition        Report By
 AE0449  HISTORY     - UNK      MONUMENTED       CGS
 AE0449  HISTORY     - 1942     GOOD             NGS
 AE0449
 AE0449                          STATION DESCRIPTION
 AE0449
 AE0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0449'6.4 MI SE FROM SAN MANUEL.
 AE0449'TO REACH FROM THE SAN MANUEL CHURCH AT SAN MANUEL.  PROCEED 4.2 MILES
 AE0449'SOUTHERLY ALONG U.S. HIGHWAY NO. 281, THENCE GO 2.0 MILES EASTERLY
 AE0449'ALONG THE RED GATE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AE0449'0.7 MILE EAST OF THE GILLIAN RANCH HOUSE, ON THE RICHARD KING
 AE0449'PROPERTY, 25.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0449'CENTERLINE OF THE ROAD, 6.0 FEET NORTHEAST OF A LARGE MESQUITE TREE,
 AE0449'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2
 AE0449'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0433 ***********************************************************************
 AE0433  DESIGNATION -  C 657
 AE0433  PID         -  AE0433
 AE0433  STATE/COUNTY-  TX/HIDALGO
 AE0433  USGS QUAD   -  LA BLANCA (1982)
 AE0433
 AE0433                         *CURRENT SURVEY CONTROL
 AE0433  ___________________________________________________________________
 AE0433* NAD 83(1986)-  26 18 10.     (N)    098 05 44.     (W)     SCALED    
 AE0433* NAVD 88     -        24.939  (meters)      81.82   (feet)  ADJUSTED  
 AE0433  ___________________________________________________________________
 AE0433  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AE0433  DYNAMIC HT  -          24.898 (meters)      81.69  (feet)  COMP
 AE0433  MODELED GRAV-     979,016.0   (mgal)                       NAVD 88
 AE0433
 AE0433  VERT ORDER  -  SECOND    CLASS 0
 AE0433
 AE0433.The horizontal coordinates were scaled from a topographic map and have
 AE0433.an estimated accuracy of +/- 6 seconds.
 AE0433
 AE0433.The orthometric height was determined by differential leveling
 AE0433.and adjusted by the National Geodetic Survey in June 1991..
 AE0433
 AE0433.The geoid height was determined by GEOID03.
 AE0433
 AE0433.The dynamic height is computed by dividing the NAVD 88
 AE0433.geopotential number by the normal gravity value computed on the
 AE0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0433.degrees latitude (g = 980.6199 gals.).
 AE0433
 AE0433.The modeled gravity was interpolated from observed gravity values.
 AE0433
 AE0433;                    North         East    Units  Estimated Accuracy
 AE0433;SPC TX S     - 5,070,540.      340,390.      MT  (+/- 180 meters Scaled)
 AE0433
 AE0433                          SUPERSEDED SURVEY CONTROL
 AE0433
 AE0433  NGVD 29 (??/??/92)   25.051  (m)           82.19   (f) ADJ UNCH    2 0
 AE0433
 AE0433.Superseded values are not recommended for survey control.
 AE0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0433.See file dsdata.txt to determine how the superseded data were derived.
 AE0433
 AE0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ902095(NAD 83)
 AE0433_MARKER: DB = BENCH MARK DISK
 AE0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0433_STAMPING: C 657 1942
 AE0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0433+STABILITY: SURFACE MOTION
 AE0433
 AE0433  HISTORY     - Date     Condition        Report By
 AE0433  HISTORY     - 1942     MONUMENTED       CGS
 AE0433  HISTORY     - 1961     MARK NOT FOUND   NGS
 AE0433  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0433  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AE0433
 AE0433                          STATION DESCRIPTION
 AE0433
 AE0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0433'4.7 MI NE FROM EDINBURG.
 AE0433'TO REACH FROM THE HIDALGO COUNTY COURTHOUSE AT EDINBURG.  PROCEED 0.7
 AE0433'MILE NORTHERLY ALONG U. S. HIGHWAY NO. 281 TO SOUTHERN PACIFIC
 AE0433'RAILROAD TRACKS, THENCE GO 4.0 MILES EASTERLY ALONG TRACKS TO SITE OF
 AE0433'BENCH MARK.  BENCH MARK IS 11.5 FEET WEST OF THE FOURTH POLE EAST OF
 AE0433'MILE POST 147, ABOUT 150.0 FEET WEST OF RAILROAD CROSSING, 28.6 FEET
 AE0433'NORTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF RAILROAD, AND 2.5
 AE0433'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5
 AE0433'FOOT.
 AE0433
 AE0433                          STATION RECOVERY (1961)
 AE0433
 AE0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AE0433'MARK NOT FOUND.
 AE0433
 AE0433                          STATION RECOVERY (1992)
 AE0433
 AE0433'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0433'MARK NOT FOUND.
 AE0433
 AE0433                          STATION RECOVERY (2004)
 AE0433
 AE0433'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE0433'NOT FOUND.  RAIL ROAD HAS BEEN ABANDONED AND TRACKS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0440 ***********************************************************************
 AB0440  DESIGNATION -  C 658
 AB0440  PID         -  AB0440
 AB0440  STATE/COUNTY-  TX/CAMERON
 AB0440  USGS QUAD   -  HARLINGEN (1983)
 AB0440
 AB0440                         *CURRENT SURVEY CONTROL
 AB0440  ___________________________________________________________________
 AB0440* NAD 83(1986)-  26 14 14.     (N)    097 43 37.     (W)     SCALED    
 AB0440* NAVD 88     -        11.133  (meters)      36.53   (feet)  ADJUSTED  
 AB0440  ___________________________________________________________________
 AB0440  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AB0440  DYNAMIC HT  -          11.115 (meters)      36.47  (feet)  COMP
 AB0440  MODELED GRAV-     979,036.1   (mgal)                       NAVD 88
 AB0440
 AB0440  VERT ORDER  -  FIRST     CLASS II
 AB0440
 AB0440.The horizontal coordinates were scaled from a topographic map and have
 AB0440.an estimated accuracy of +/- 6 seconds.
 AB0440
 AB0440.The orthometric height was determined by differential leveling
 AB0440.and adjusted by the National Geodetic Survey in June 1991..
 AB0440.WARNING-Repeat measurements at this control monument indicate possible
 AB0440.vertical movement.
 AB0440
 AB0440.The geoid height was determined by GEOID03.
 AB0440
 AB0440.The dynamic height is computed by dividing the NAVD 88
 AB0440.geopotential number by the normal gravity value computed on the
 AB0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0440.degrees latitude (g = 980.6199 gals.).
 AB0440
 AB0440.The modeled gravity was interpolated from observed gravity values.
 AB0440
 AB0440;                    North         East    Units  Estimated Accuracy
 AB0440;SPC TX S     - 5,063,450.      377,240.      MT  (+/- 180 meters Scaled)
 AB0440
 AB0440                          SUPERSEDED SURVEY CONTROL
 AB0440
 AB0440.No superseded survey control is available for this station.
 AB0440
 AB0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ271025(NAD 83)
 AB0440_MARKER: DB = BENCH MARK DISK
 AB0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0440_SP_SET: CULVERT
 AB0440_STAMPING: C 658 1942
 AB0440_MARK LOGO: CGS   
 AB0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0440
 AB0440  HISTORY     - Date     Condition        Report By
 AB0440  HISTORY     - 1942     MONUMENTED       CGS
 AB0440  HISTORY     - 1951     GOOD             NGS
 AB0440  HISTORY     - 1981     GOOD             NGS
 AB0440  HISTORY     - 1988     GOOD             USPSQD
 AB0440  HISTORY     - 1988     GOOD             USPSQD
 AB0440  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0440  HISTORY     - 19930123 GOOD             USPSQD
 AB0440  HISTORY     - 19950213 GOOD             USPSQD
 AB0440
 AB0440                          STATION DESCRIPTION
 AB0440
 AB0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0440'0.9 MI SE FROM COMBES.
 AB0440'0.9 MILE SOUTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0440'RAILROAD FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 AB0440'107 AT COMBES, AT THE SOUTHEAST END OF A SIDE TRACK, 41 FEET NORTHEAST
 AB0440'OF THE NORTHEAST RAIL, 27 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 AB0440'HIGHWAY 77, 46 FEET EAST OF A SWITCH STAND, SET IN THE TOP OF THE
 AB0440'CENTER OF THE SOUTHWEST HEADWALL OF A 16 INCH CONCRETE PIPE CULVERT
 AB0440'UNDER THE HIGHWAY.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0440
 AB0440                          STATION RECOVERY (1981)
 AB0440
 AB0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0440'1.4 KM (0.9 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB0440'JUNCTION OF STATE HIGHWAY 107 IN COMBES, SET IN THE CENTER OF THE TOP
 AB0440'OF THE SOUTHWEST HEADWALL OF A SMALL CONCRETE PIPE CULVERT UNDER THE
 AB0440'HIGHWAY, 12.4 METERS (41.0 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 AB0440'MISSOURI PACIFIC RAILROAD TRACKS, 8.2 METERS (27.0 FT) SOUTHWEST OF
 AB0440'THE CENTERLINE OF U.S. HIGHWAY 77, AND 17.1 METERS (59.0 FT) SOUTHEAST
 AB0440'OF A TELEPHONE POLE.
 AB0440'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB0440
 AB0440                          STATION RECOVERY (1988)
 AB0440
 AB0440'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0440'RECOVERED IN GOOD CONDITION.
 AB0440
 AB0440                          STATION RECOVERY (1988)
 AB0440
 AB0440'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJK)
 AB0440'RECOVERED IN GOOD CONDITION.
 AB0440
 AB0440                          STATION RECOVERY (1991)
 AB0440
 AB0440'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0440'MARK NOT FOUND.
 AB0440
 AB0440                          STATION RECOVERY (1993)
 AB0440
 AB0440'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0440'RECOVERED IN GOOD CONDITION.
 AB0440
 AB0440                          STATION RECOVERY (1995)
 AB0440
 AB0440'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3244 ***********************************************************************
 AW3244  DESIGNATION -  C 659
 AW3244  PID         -  AW3244
 AW3244  STATE/COUNTY-  TX/HARRIS
 AW3244  USGS QUAD   -  SETTEGAST (1995)
 AW3244
 AW3244                         *CURRENT SURVEY CONTROL
 AW3244  ___________________________________________________________________
 AW3244* NAD 83(1986)-  29 47 45.     (N)    095 17 50.     (W)     SCALED    
 AW3244* NAVD 88     -        14.77   (+/-2cm)      48.5    (feet)  VERTCON   
 AW3244  ___________________________________________________________________
 AW3244  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW3244
 AW3244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3244
 AW3244.The horizontal coordinates were scaled from a topographic map and have
 AW3244.an estimated accuracy of +/- 6 seconds.
 AW3244
 AW3244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3244.The vertical order pertains to the NGVD 29 superseded value.
 AW3244
 AW3244.The geoid height was determined by GEOID03.
 AW3244
 AW3244;                    North         East    Units  Estimated Accuracy
 AW3244;SPC TXSC     - 4,223,170.      957,900.      MT  (+/- 180 meters Scaled)
 AW3244
 AW3244                          SUPERSEDED SURVEY CONTROL
 AW3244
 AW3244  NGVD 29 (??/??/92)   14.769  (m)           48.45   (f) ADJ UNCH    2 0
 AW3244
 AW3244.Superseded values are not recommended for survey control.
 AW3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3244.See file dsdata.txt to determine how the superseded data were derived.
 AW3244
 AW3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN779983(NAD 83)
 AW3244_MARKER: DB = BENCH MARK DISK
 AW3244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3244_STAMPING: C 659 1942
 AW3244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3244+STABILITY: SURFACE MOTION
 AW3244
 AW3244  HISTORY     - Date     Condition        Report By
 AW3244  HISTORY     - 1942     MONUMENTED       CGS
 AW3244  HISTORY     - 1951     MARK NOT FOUND   NGS
 AW3244
 AW3244                          STATION DESCRIPTION
 AW3244
 AW3244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW3244'6.2 MI NE FROM HOUSTON.
 AW3244'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE COURTHOUSE AT
 AW3244'HOUSTON, HARRIS COUNTY, THENCE ABOUT 2.6 MILES NORTH ALONG LOCKWOOD
 AW3244'DRIVE, AND THENCE ABOUT 1.2 MILES NORTHEAST ALONG THE LIBERTY ROAD.
 AW3244'ABOUT 0.4 MILE SOUTHWEST OF TEXAS AND NEW ORLEANS RAILROAD MILEPOST
 AW3244'357, ABOUT 210 FEET NORTHEAST OF A WATER TANK, 51 FEET NORTHWEST OF
 AW3244'THE CENTER LINE OF THE TRACK, 17 FEET SOUTHEAST OF THE CENTER LINE OF
 AW3244'THE ROAD, 2.3 FEET SOUTHWEST OF A POLE, 3.4 FEET NORTHEAST OF A WHITE
 AW3244'WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 AW3244'STANDARD DISK, STAMPED C 659 1942 AND SET IN THE TOP OF A CONCRETE
 AW3244'POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0761 ***********************************************************************
 AW0761  DESIGNATION -  C 660
 AW0761  PID         -  AW0761
 AW0761  STATE/COUNTY-  TX/HARRIS
 AW0761  USGS QUAD   -  MONT BELVIEU (1994)
 AW0761
 AW0761                         *CURRENT SURVEY CONTROL
 AW0761  ___________________________________________________________________
 AW0761* NAD 83(1986)-  29 46 17.     (N)    094 56 28.     (W)     SCALED    
 AW0761* NAVD 88     -         7.828  (meters)      25.68   (feet)  ADJUSTED  
 AW0761  ___________________________________________________________________
 AW0761  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW0761  DYNAMIC HT  -           7.817 (meters)      25.65  (feet)  COMP
 AW0761  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 AW0761
 AW0761  VERT ORDER  -  FIRST     CLASS II
 AW0761
 AW0761.The horizontal coordinates were scaled from a topographic map and have
 AW0761.an estimated accuracy of +/- 6 seconds.
 AW0761
 AW0761.The orthometric height was determined by differential leveling
 AW0761.and adjusted by the National Geodetic Survey in June 1991..
 AW0761
 AW0761.The geoid height was determined by GEOID03.
 AW0761
 AW0761.The dynamic height is computed by dividing the NAVD 88
 AW0761.geopotential number by the normal gravity value computed on the
 AW0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0761.degrees latitude (g = 980.6199 gals.).
 AW0761
 AW0761.The modeled gravity was interpolated from observed gravity values.
 AW0761
 AW0761;                    North         East    Units  Estimated Accuracy
 AW0761;SPC TXSC     - 4,221,600.      992,400.      MT  (+/- 180 meters Scaled)
 AW0761
 AW0761                          SUPERSEDED SURVEY CONTROL
 AW0761
 AW0761  NGVD 29 (12/23/87)    7.826  (m)           25.68   (f) ADJUSTED    1 2
 AW0761
 AW0761.Superseded values are not recommended for survey control.
 AW0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0761.See file dsdata.txt to determine how the superseded data were derived.
 AW0761
 AW0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN123950(NAD 83)
 AW0761_MARKER: DB = BENCH MARK DISK
 AW0761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0761_SP_SET: HEADWALL
 AW0761_STAMPING: C 660 1942
 AW0761_MARK LOGO: CGS   
 AW0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0761+STABILITY: SURFACE MOTION
 AW0761
 AW0761  HISTORY     - Date     Condition        Report By
 AW0761  HISTORY     - 1942     MONUMENTED       CGS
 AW0761  HISTORY     - 1954     GOOD             NGS
 AW0761  HISTORY     - 1959     GOOD             NGS
 AW0761  HISTORY     - 1978     GOOD             NGS
 AW0761  HISTORY     - 1978     GOOD             DOD
 AW0761  HISTORY     - 1987     GOOD             NGS
 AW0761  HISTORY     - 1989     GOOD             USPSQD
 AW0761  HISTORY     - 1989     GOOD             USPSQD
 AW0761  HISTORY     - 19940625 GOOD             USPSQD
 AW0761
 AW0761                          STATION DESCRIPTION
 AW0761
 AW0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW0761'0.95 MI N FROM CEDAR BAYOU.
 AW0761'0.95 MILE NORTH ALONG AN OILED ROAD FROM THE ASSEMBLY OF GOD CHURCH AT
 AW0761'CEDAR BAYOU, 0.3 MILE SOUTH OF THE TEXAS AND NEW ORLEANS RAILROAD, 12
 AW0761'FEET WEST OF THE CENTER LINE OF AN OILED ROAD, SET IN THE TOP OF THE
 AW0761'SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 AW0761
 AW0761                          STATION RECOVERY (1959)
 AW0761
 AW0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW0761'RECOVERED IN GOOD CONDITION.
 AW0761
 AW0761                          STATION RECOVERY (1978)
 AW0761
 AW0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0761'RECOVERED IN GOOD CONDITION.
 AW0761
 AW0761                          STATION RECOVERY (1978)
 AW0761
 AW0761'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0761'RECOVERED IN GOOD CONDITION.
 AW0761
 AW0761                          STATION RECOVERY (1987)
 AW0761
 AW0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0761'RECOVERED IN GOOD CONDITION.
 AW0761
 AW0761                          STATION RECOVERY (1989)
 AW0761
 AW0761'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0761'RECOVERED IN GOOD CONDITION.
 AW0761
 AW0761                          STATION RECOVERY (1989)
 AW0761
 AW0761'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW0761'RECOVERED IN GOOD CONDITION.
 AW0761
 AW0761                          STATION RECOVERY (1994)
 AW0761
 AW0761'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0738 ***********************************************************************
 AW0738  DESIGNATION -  C 661 RESET 1954
 AW0738  PID         -  AW0738
 AW0738  STATE/COUNTY-  TX/CHAMBERS
 AW0738  USGS QUAD   -  MONT BELVIEU (1994)
 AW0738
 AW0738                         *CURRENT SURVEY CONTROL
 AW0738  ___________________________________________________________________
 AW0738* NAD 83(1986)-  29 51 05.     (N)    094 52 41.     (W)     SCALED    
 AW0738* NAVD 88     -        11.97   (+/-2cm)      39.3    (feet)  VERTCON   
 AW0738  ___________________________________________________________________
 AW0738  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW0738
 AW0738  VERT ORDER  -  THIRD (See Below)
 AW0738
 AW0738.The horizontal coordinates were scaled from a topographic map and have
 AW0738.an estimated accuracy of +/- 6 seconds.
 AW0738
 AW0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0738.The vertical order pertains to the NGVD 29 superseded value.
 AW0738
 AW0738.The geoid height was determined by GEOID03.
 AW0738
 AW0738;                    North         East    Units  Estimated Accuracy
 AW0738;SPC TXSC     - 4,230,670.      998,180.      MT  (+/- 180 meters Scaled)
 AW0738
 AW0738                          SUPERSEDED SURVEY CONTROL
 AW0738
 AW0738  NGVD 29 (??/??/??)   11.96   (m)           39.2    (f) RESET       3  
 AW0738
 AW0738.Superseded values are not recommended for survey control.
 AW0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0738.See file dsdata.txt to determine how the superseded data were derived.
 AW0738
 AW0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP185037(NAD 83)
 AW0738_MARKER: DB = BENCH MARK DISK
 AW0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0738_SP_SET: CULVERT
 AW0738_STAMPING: C 661 1942 RESET 1954
 AW0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0738+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW0738
 AW0738  HISTORY     - Date     Condition        Report By
 AW0738  HISTORY     - 1954     MONUMENTED       CGS
 AW0738  HISTORY     - 1964     GOOD             NGS
 AW0738  HISTORY     - 1978     GOOD             NGS
 AW0738  HISTORY     - 1990     GOOD             USPSQD
 AW0738  HISTORY     - 19960911 GOOD             USPSQD
 AW0738  HISTORY     - 20010331 GOOD             NGS
 AW0738  HISTORY     - 20031230 GOOD             USPSQD
 AW0738  HISTORY     - 20050206 GOOD             USPSQD
 AW0738
 AW0738                          STATION DESCRIPTION
 AW0738
 AW0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0738'1.1 MI E FROM MONT BELVIEU.
 AW0738'ABOUT 0.25 MILE SOUTH ALONG LOOP 207 FROM THE METHODIST CHURCH AT MONT
 AW0738'BELVIEU, THENCE 0.85 MILE NORTHEAST ALONG FARM ROAD 565, ABOUT 0.1
 AW0738'MILE NORTHEAST OF A CURVE IN THE ROAD, 15 1/2 FEET NORTHWEST OF THE
 AW0738'CENTER LINE OF THE ROAD, AND SET IN THE TOP OF THE SOUTHWEST END OF
 AW0738'THE NORTHWEST CONCRETE HEAD WALL OF A CONCRETE CULVERT.
 AW0738
 AW0738                          STATION RECOVERY (1978)
 AW0738
 AW0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0738'RECOVERED IN GOOD CONDITION.
 AW0738
 AW0738                          STATION RECOVERY (1990)
 AW0738
 AW0738'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0738'RECOVERED IN GOOD CONDITION.
 AW0738
 AW0738                          STATION RECOVERY (1996)
 AW0738
 AW0738'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0738'RECOVERED IN GOOD CONDITION.
 AW0738
 AW0738                          STATION RECOVERY (2001)
 AW0738
 AW0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0738'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0738
 AW0738                          STATION RECOVERY (2003)
 AW0738
 AW0738'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0738'RECOVERED IN GOOD CONDITION.
 AW0738
 AW0738                          STATION RECOVERY (2005)
 AW0738
 AW0738'RECOVERY NOTE BY US POWER SQUADRON 2005 (BT)
 AW0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0850 ***********************************************************************
 AW0850  DESIGNATION -  C 662 RESET
 AW0850  PID         -  AW0850
 AW0850  STATE/COUNTY-  TX/HARRIS
 AW0850  USGS QUAD   -  CROSBY (1982)
 AW0850
 AW0850                         *CURRENT SURVEY CONTROL
 AW0850  ___________________________________________________________________
 AW0850* NAD 83(1986)-  29 55 30.     (N)    095 04 19.     (W)     SCALED    
 AW0850* NAVD 88     -        15.02   (+/-2cm)      49.3    (feet)  VERTCON   
 AW0850  ___________________________________________________________________
 AW0850  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW0850  OBS GRAVITY -     979,301.5   (mgal)                       GRAV_OBS
 AW0850
 AW0850  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0850
 AW0850.The horizontal coordinates were scaled from a topographic map and have
 AW0850.an estimated accuracy of +/- 6 seconds.
 AW0850
 AW0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0850.The vertical order pertains to the NGVD 29 superseded value.
 AW0850
 AW0850.The geoid height was determined by GEOID03.
 AW0850.The observed gravity was obtained from relative gravimeter ties
 AW0850.to the IGSN71 gravity network.
 AW0850
 AW0850;                    North         East    Units  Estimated Accuracy
 AW0850;SPC TXSC     - 4,238,180.      979,190.      MT  (+/- 180 meters Scaled)
 AW0850
 AW0850                          SUPERSEDED SURVEY CONTROL
 AW0850
 AW0850  NGVD 29 (??/??/??)   15.020  (m)           49.28   (f) ADJUSTED    1 2
 AW0850
 AW0850.Superseded values are not recommended for survey control.
 AW0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0850.See file dsdata.txt to determine how the superseded data were derived.
 AW0850
 AW0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP999122(NAD 83)
 AW0850_MARKER: DB = BENCH MARK DISK
 AW0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0850_STAMPING: C 662 RESET 1956
 AW0850_MARK LOGO: CGS   
 AW0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0850+STABILITY: SURFACE MOTION
 AW0850
 AW0850  HISTORY     - Date     Condition        Report By
 AW0850  HISTORY     - 1956     MONUMENTED       CGS
 AW0850  HISTORY     - 1973     GOOD             NGS
 AW0850  HISTORY     - 1978     GOOD             NGS
 AW0850  HISTORY     - 1978     GOOD             DOD
 AW0850  HISTORY     - 1983     POOR             NGS
 AW0850  HISTORY     - 1987     GOOD             USPSQD
 AW0850  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0850  HISTORY     - 19940111 MARK NOT FOUND   USPSQD
 AW0850  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW0850
 AW0850                          STATION DESCRIPTION
 AW0850
 AW0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0850'1.1 MI N FROM CROSBY.
 AW0850'ABOUT 1.1 MILES NORTH FROM THE CROSSING OF THE SOUTHERN PACIFIC
 AW0850'RAILROAD AND FM 2100 AT CROSBY, 54 1/2 FEET WEST OF THE CENTERLINE OF
 AW0850'FM 2100, 97 1/2 FEET NORTH OF THE CENTER LINE OF A CANAL RUNNING EAST
 AW0850'AND WEST 89 1/2 FEET NORTHWEST OF THE JUNCTION OF F.M 2100 AND A
 AW0850'GRAVEL ROAD LEADING TO THE WEST AND RUNNING PARALLEL TO THE CANAL, 145
 AW0850'FEET SOUTH SOUTHWEST OF THE SOUTH END OF THE EAST HEADWALL OF A 4 FOOT
 AW0850'BY 17 FOOT BOX CULVERT UNDER F.M. 2100.  A STANDARD DISK STAMPED C 662
 AW0850'RESET 1956 1.3 FEET SOUTH OF A METAL WITNESS POST ABOUT LEVEL WITH THE
 AW0850'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW0850
 AW0850                          STATION RECOVERY (1978)
 AW0850
 AW0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0850'RECOVERED IN GOOD CONDITION.
 AW0850
 AW0850                          STATION RECOVERY (1978)
 AW0850
 AW0850'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0850'RECOVERED IN GOOD CONDITION.
 AW0850
 AW0850                          STATION RECOVERY (1983)
 AW0850
 AW0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0850'RECOVERED IN POOR CONDITION, MARK FOUND SLIGHTLY TILTED.
 AW0850
 AW0850                          STATION RECOVERY (1987)
 AW0850
 AW0850'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW0850'RECOVERED IN GOOD CONDITION.
 AW0850
 AW0850                          STATION RECOVERY (1987)
 AW0850
 AW0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0850'THERE HAS BEEN GRADING AT THIS LOCATION.
 AW0850
 AW0850                          STATION RECOVERY (1994)
 AW0850
 AW0850'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0850'MARK NOT FOUND.
 AW0850
 AW0850                          STATION RECOVERY (2001)
 AW0850
 AW0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0850'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0503 ***********************************************************************
 BL0503  DESIGNATION -  C 663
 BL0503  PID         -  BL0503
 BL0503  STATE/COUNTY-  TX/LIBERTY
 BL0503  USGS QUAD   -  LIBERTY (1984)
 BL0503
 BL0503                         *CURRENT SURVEY CONTROL
 BL0503  ___________________________________________________________________
 BL0503* NAD 83(1986)-  30 02 57.     (N)    094 46 41.     (W)     SCALED    
 BL0503* NAVD 88     -         8.21   (+/-2cm)      26.9    (feet)  VERTCON   
 BL0503  ___________________________________________________________________
 BL0503  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0503
 BL0503  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0503
 BL0503.The horizontal coordinates were scaled from a topographic map and have
 BL0503.an estimated accuracy of +/- 6 seconds.
 BL0503
 BL0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0503.The vertical order pertains to the NGVD 29 superseded value.
 BL0503
 BL0503.The geoid height was determined by GEOID03.
 BL0503
 BL0503;                    North         East    Units  Estimated Accuracy
 BL0503;SPC TX C     - 3,055,780.    1,235,530.      MT  (+/- 180 meters Scaled)
 BL0503
 BL0503                          SUPERSEDED SURVEY CONTROL
 BL0503
 BL0503  NGVD 29 (??/??/92)    8.209  (m)           26.93   (f) ADJ UNCH    1 2
 BL0503
 BL0503.Superseded values are not recommended for survey control.
 BL0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0503.See file dsdata.txt to determine how the superseded data were derived.
 BL0503
 BL0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP285255(NAD 83)
 BL0503_MARKER: DB = BENCH MARK DISK
 BL0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0503_SP_SET: BRIDGE
 BL0503_STAMPING: C 663 1942
 BL0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0503
 BL0503  HISTORY     - Date     Condition        Report By
 BL0503  HISTORY     - 1942     MONUMENTED       CGS
 BL0503  HISTORY     - 1959     GOOD             NGS
 BL0503  HISTORY     - 19960815 GOOD             USPSQD
 BL0503  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BL0503  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 BL0503
 BL0503                          STATION DESCRIPTION
 BL0503
 BL0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL0503'1.55 MI SE FROM LIBERTY.
 BL0503'ABOUT 0.8 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE TEXAS AND NEW
 BL0503'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 0.75 MILE SOUTHEAST
 BL0503'ALONG FARM ROAD 563, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 BL0503'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A
 BL0503'CONCRETE BRIDGE, AND ABOUT LEVEL WITH THE ROAD.
 BL0503
 BL0503                          STATION RECOVERY (1996)
 BL0503
 BL0503'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0503'RECOVERED IN GOOD CONDITION.
 BL0503
 BL0503                          STATION RECOVERY (2003)
 BL0503
 BL0503'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0503'MARK NOT FOUND.
 BL0503
 BL0503                          STATION RECOVERY (2005)
 BL0503
 BL0503'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0504 ***********************************************************************
 BL0504  DESIGNATION -  C 663 RESET 1970
 BL0504  PID         -  BL0504
 BL0504  STATE/COUNTY-  TX/LIBERTY
 BL0504  USGS QUAD   -  LIBERTY (1984)
 BL0504
 BL0504                         *CURRENT SURVEY CONTROL
 BL0504  ___________________________________________________________________
 BL0504* NAD 83(1986)-  30 02 56.     (N)    094 46 41.     (W)     SCALED    
 BL0504* NAVD 88     -         8.24   (+/-2cm)      27.0    (feet)  VERTCON   
 BL0504  ___________________________________________________________________
 BL0504  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0504
 BL0504  VERT ORDER  -  THIRD (See Below)
 BL0504
 BL0504.The horizontal coordinates were scaled from a topographic map and have
 BL0504.an estimated accuracy of +/- 6 seconds.
 BL0504
 BL0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0504.The vertical order pertains to the NGVD 29 superseded value.
 BL0504
 BL0504.The geoid height was determined by GEOID03.
 BL0504
 BL0504;                    North         East    Units  Estimated Accuracy
 BL0504;SPC TX C     - 3,055,750.    1,235,530.      MT  (+/- 180 meters Scaled)
 BL0504
 BL0504                          SUPERSEDED SURVEY CONTROL
 BL0504
 BL0504  NGVD 29 (01/29/03)    8.24   (m)           27.0    (f) RESET       3  
 BL0504
 BL0504.Superseded values are not recommended for survey control.
 BL0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0504.See file dsdata.txt to determine how the superseded data were derived.
 BL0504
 BL0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP285255(NAD 83)
 BL0504_MARKER: DB = BENCH MARK DISK
 BL0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0504_SP_SET: ABUTMENT
 BL0504_STAMPING: C 663 RESET 1970
 BL0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0504+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 BL0504
 BL0504  HISTORY     - Date     Condition        Report By
 BL0504  HISTORY     - 1970     MONUMENTED       TXHD
 BL0504  HISTORY     - 1990     GOOD             USPSQD
 BL0504  HISTORY     - 20031004 GOOD             USPSQD
 BL0504  HISTORY     - 20050306 GOOD             USPSQD
 BL0504
 BL0504                          STATION DESCRIPTION
 BL0504
 BL0504'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1970
 BL0504'0.8 MI E FROM LIBERTY.
 BL0504'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 BL0504'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 0.75 MILE SOUTHEAST
 BL0504'ALONG FARM ROAD 563, 22.5 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BL0504'SET IN THE TOP OF THE SOUTHWEST ABUTMENT WING OF A CONCRETE BRIDGE,
 BL0504'ABOUT LEVEL WITH THE ROAD AND STAMPED C 663 RESET 1970.
 BL0504
 BL0504                          STATION RECOVERY (1990)
 BL0504
 BL0504'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0504'RECOVERED IN GOOD CONDITION.
 BL0504
 BL0504                          STATION RECOVERY (2003)
 BL0504
 BL0504'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0504'RECOVERED IN GOOD CONDITION.
 BL0504
 BL0504                          STATION RECOVERY (2005)
 BL0504
 BL0504'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3079 ***********************************************************************
 AW3079  DESIGNATION -  C 664
 AW3079  PID         -  AW3079
 AW3079  STATE/COUNTY-  TX/LIBERTY
 AW3079  USGS QUAD   -  SHILOH (1993)
 AW3079
 AW3079                         *CURRENT SURVEY CONTROL
 AW3079  ___________________________________________________________________
 AW3079* NAD 83(1986)-  29 56 08.     (N)    094 43 17.     (W)     SCALED    
 AW3079* NAVD 88     -         6.07   (+/-2cm)      19.9    (feet)  VERTCON   
 AW3079  ___________________________________________________________________
 AW3079  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3079
 AW3079  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3079
 AW3079.The horizontal coordinates were scaled from a topographic map and have
 AW3079.an estimated accuracy of +/- 6 seconds.
 AW3079
 AW3079.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3079.The vertical order pertains to the NGVD 29 superseded value.
 AW3079
 AW3079.The geoid height was determined by GEOID03.
 AW3079
 AW3079;                    North         East    Units  Estimated Accuracy
 AW3079;SPC TX C     - 3,043,470.    1,241,620.      MT  (+/- 180 meters Scaled)
 AW3079
 AW3079                          SUPERSEDED SURVEY CONTROL
 AW3079
 AW3079  NGVD 29 (??/??/92)    6.073  (m)           19.92   (f) ADJ UNCH    1 2
 AW3079
 AW3079.Superseded values are not recommended for survey control.
 AW3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3079.See file dsdata.txt to determine how the superseded data were derived.
 AW3079
 AW3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP338128(NAD 83)
 AW3079_MARKER: DB = BENCH MARK DISK
 AW3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3079_STAMPING: C 664 1942
 AW3079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3079+STABILITY: SURFACE MOTION
 AW3079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3079+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3079
 AW3079  HISTORY     - Date     Condition        Report By
 AW3079  HISTORY     - 1942     MONUMENTED       CGS
 AW3079  HISTORY     - 1959     GOOD             NGS
 AW3079  HISTORY     - 20050515 GOOD             USPSQD
 AW3079
 AW3079                          STATION DESCRIPTION
 AW3079
 AW3079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3079'11.95 MI SE FROM LIBERTY.
 AW3079'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3079'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 10.15 MILES
 AW3079'SOUTHEAST ALONG FARM ROAD 563, THENCE 1.0 MILE WEST ALONG A SHELL
 AW3079'ROAD, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 200 FEET
 AW3079'NORTHWEST OF AN OLD HOUSE, 84 FEET SOUTHWEST OF THE CENTER LINE OF A
 AW3079'PRIVATE DRIVEWAY, 70 FEET NORTHEAST OF A 32-INCH PECAN TREE, 1 1/2
 AW3079'FEET NORTHWEST OF A FENCE, 0.9 FEET SOUTHEAST OF A METAL WITNESS POST,
 AW3079'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 AW3079'POST PROJECTING 6 INCHES.
 AW3079
 AW3079                          STATION RECOVERY (2005)
 AW3079
 AW3079'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3079'WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2883 ***********************************************************************
 AW2883  DESIGNATION -  C 665
 AW2883  PID         -  AW2883
 AW2883  STATE/COUNTY-  TX/LIBERTY
 AW2883  USGS QUAD   -  MOSS BLUFF (1993)
 AW2883
 AW2883                         *CURRENT SURVEY CONTROL
 AW2883  ___________________________________________________________________
 AW2883* NAD 83(1986)-  29 56 56.     (N)    094 50 37.     (W)     SCALED    
 AW2883* NAVD 88     -        14.82   (+/-2cm)      48.6    (feet)  VERTCON   
 AW2883  ___________________________________________________________________
 AW2883  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW2883
 AW2883  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2883
 AW2883.The horizontal coordinates were scaled from a topographic map and have
 AW2883.an estimated accuracy of +/- 6 seconds.
 AW2883
 AW2883.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2883.The vertical order pertains to the NGVD 29 superseded value.
 AW2883
 AW2883.The geoid height was determined by GEOID03.
 AW2883
 AW2883;                    North         East    Units  Estimated Accuracy
 AW2883;SPC TX C     - 3,044,360.    1,229,770.      MT  (+/- 180 meters Scaled)
 AW2883
 AW2883                          SUPERSEDED SURVEY CONTROL
 AW2883
 AW2883  NGVD 29 (??/??/92)   14.820  (m)           48.62   (f) ADJ UNCH    1 2
 AW2883
 AW2883.Superseded values are not recommended for survey control.
 AW2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2883.See file dsdata.txt to determine how the superseded data were derived.
 AW2883
 AW2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP220145(NAD 83)
 AW2883_MARKER: DB = BENCH MARK DISK
 AW2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2883_STAMPING: C 665 1942
 AW2883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2883+STABILITY: SURFACE MOTION
 AW2883
 AW2883  HISTORY     - Date     Condition        Report By
 AW2883  HISTORY     - 1942     MONUMENTED       CGS
 AW2883  HISTORY     - 1959     GOOD             NGS
 AW2883  HISTORY     - 1964     GOOD             NGS
 AW2883  HISTORY     - 20040315 MARK NOT FOUND   USPSQD
 AW2883
 AW2883                          STATION DESCRIPTION
 AW2883
 AW2883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2883'7.85 MI SE FROM DAYTON.
 AW2883'ABOUT 0.15 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE DAYTON HIGH
 AW2883'SCHOOL AT DAYTON, THENCE ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD
 AW2883'1409, 42 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.35 MILE
 AW2883'NORTHWEST OF A GROCERY STORE AND GAS STATION, ON THE OUTSIDE AND AT
 AW2883'THE SOUTH END OF A SMALL CURVE IN THE ROAD, 1 1/2 FEET EAST OF A
 AW2883'FENCE, 0.8 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 AW2883'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 AW2883'INCHES.
 AW2883
 AW2883                          STATION RECOVERY (1964)
 AW2883
 AW2883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2883'RECOVERED IN GOOD CONDITION.
 AW2883
 AW2883                          STATION RECOVERY (2004)
 AW2883
 AW2883'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0805 ***********************************************************************
 AW0805  DESIGNATION -  C 667 RESET
 AW0805  PID         -  AW0805
 AW0805  STATE/COUNTY-  TX/HARRIS
 AW0805  USGS QUAD   -  HUMBLE (1995)
 AW0805
 AW0805                         *CURRENT SURVEY CONTROL
 AW0805  ___________________________________________________________________
 AW0805* NAD 83(1986)-  29 55 50.     (N)    095 19 04.     (W)     SCALED    
 AW0805* NAVD 88     -        22.551  (meters)      73.99   (feet)  ADJUSTED  
 AW0805  ___________________________________________________________________
 AW0805  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW0805  DYNAMIC HT  -          22.520 (meters)      73.88  (feet)  COMP
 AW0805  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 AW0805
 AW0805  VERT ORDER  -  FIRST     CLASS II
 AW0805
 AW0805.The horizontal coordinates were scaled from a topographic map and have
 AW0805.an estimated accuracy of +/- 6 seconds.
 AW0805
 AW0805.The orthometric height was determined by differential leveling
 AW0805.and adjusted by the National Geodetic Survey in June 1991..
 AW0805
 AW0805.The geoid height was determined by GEOID03.
 AW0805
 AW0805.The dynamic height is computed by dividing the NAVD 88
 AW0805.geopotential number by the normal gravity value computed on the
 AW0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0805.degrees latitude (g = 980.6199 gals.).
 AW0805
 AW0805.The modeled gravity was interpolated from observed gravity values.
 AW0805
 AW0805;                    North         East    Units  Estimated Accuracy
 AW0805;SPC TXSC     - 4,238,030.      955,440.      MT  (+/- 180 meters Scaled)
 AW0805
 AW0805                          SUPERSEDED SURVEY CONTROL
 AW0805
 AW0805  NGVD 29 (12/23/87)   22.548  (m)           73.98   (f) ADJUSTED    1 2
 AW0805
 AW0805.Superseded values are not recommended for survey control.
 AW0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0805.See file dsdata.txt to determine how the superseded data were derived.
 AW0805
 AW0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP762133(NAD 83)
 AW0805_MARKER: DB = BENCH MARK DISK
 AW0805_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0805_SP_SET: HEADWALL
 AW0805_STAMPING: C 667 1942 RESET 1962
 AW0805_MARK LOGO: CGS   
 AW0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0805+STABILITY: SURFACE MOTION
 AW0805
 AW0805  HISTORY     - Date     Condition        Report By
 AW0805  HISTORY     - 1962     MONUMENTED       TXHD
 AW0805  HISTORY     - 1978     GOOD             NGS
 AW0805  HISTORY     - 1987     GOOD             NGS
 AW0805  HISTORY     - 19941009 MARK NOT FOUND   NGS
 AW0805  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW0805
 AW0805                          STATION DESCRIPTION
 AW0805
 AW0805'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 AW0805'3.6 MI E FROM ALDINE.
 AW0805'ABOUT 3.6 MILES EAST ALONG A ROAD DESIGNATED AS F. M. HIGHWAY 525 FROM
 AW0805'THE PRESBYTERIAN CHURCH AT ALDINE, HARRIS COUNTY.  ABOUT 84 FEET
 AW0805'SOUTHEAST OF POWER TRANSMISSION LINE POLE NUMBER 4729.  IN THE WEST
 AW0805'END OF THE NORTH HEADWALL OF A CONCRETE CULVERT OVER A DRAINAGE DITCH,
 AW0805'22 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 5 INCHES LOWER
 AW0805'THAN THE CENTERLINE OF THE ROAD.
 AW0805
 AW0805                          STATION RECOVERY (1978)
 AW0805
 AW0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0805'RECOVERED IN GOOD CONDITION.
 AW0805
 AW0805                          STATION RECOVERY (1987)
 AW0805
 AW0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0805'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.6 KM (2.25
 AW0805'MI) EASTERLY ALONG FARM ROAD 525 FROM THE HIGH SCHOOL IN ALDINE.
 AW0805'ADD--0.8 M (2.6 FT) EAST OF THE WEST END OF THE HEADWALL.
 AW0805
 AW0805                          STATION RECOVERY (1994)
 AW0805
 AW0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW0805'SEARCHED FOR, NOT RECOVERED.
 AW0805
 AW0805                          STATION RECOVERY (2004)
 AW0805
 AW0805'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2040 ***********************************************************************
 BY2040  DESIGNATION -  C 67
 BY2040  PID         -  BY2040
 BY2040  STATE/COUNTY-  TX/FREESTONE
 BY2040  USGS QUAD   -  LONG LAKE (1964)
 BY2040
 BY2040                         *CURRENT SURVEY CONTROL
 BY2040  ___________________________________________________________________
 BY2040* NAD 83(1986)-  31 37 41.     (N)    095 47 40.     (W)     SCALED    
 BY2040* NAVD 88     -        69.381  (meters)     227.63   (feet)  ADJUSTED  
 BY2040  ___________________________________________________________________
 BY2040  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BY2040  DYNAMIC HT  -          69.296 (meters)     227.35  (feet)  COMP
 BY2040  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 BY2040
 BY2040  VERT ORDER  -  FIRST     CLASS II
 BY2040
 BY2040.The horizontal coordinates were scaled from a topographic map and have
 BY2040.an estimated accuracy of +/- 6 seconds.
 BY2040
 BY2040.The orthometric height was determined by differential leveling
 BY2040.and adjusted by the National Geodetic Survey in June 1991..
 BY2040
 BY2040.The geoid height was determined by GEOID03.
 BY2040
 BY2040.The dynamic height is computed by dividing the NAVD 88
 BY2040.geopotential number by the normal gravity value computed on the
 BY2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2040.degrees latitude (g = 980.6199 gals.).
 BY2040
 BY2040.The modeled gravity was interpolated from observed gravity values.
 BY2040
 BY2040;                    North         East    Units  Estimated Accuracy
 BY2040;SPC TX C     - 3,226,220.    1,130,470.      MT  (+/- 180 meters Scaled)
 BY2040
 BY2040                          SUPERSEDED SURVEY CONTROL
 BY2040
 BY2040  NGVD 29 (??/??/92)   69.359  (m)          227.56   (f) ADJ UNCH    1 2
 BY2040
 BY2040.Superseded values are not recommended for survey control.
 BY2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2040.See file dsdata.txt to determine how the superseded data were derived.
 BY2040
 BY2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR349026(NAD 83)
 BY2040_MARKER: DB = BENCH MARK DISK
 BY2040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2040_SP_SET: ABUTMENT
 BY2040_STAMPING: C 67 1929 ELEV 227.559
 BY2040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2040
 BY2040  HISTORY     - Date     Condition        Report By
 BY2040  HISTORY     - 1929     MONUMENTED       CGS
 BY2040  HISTORY     - 1952     GOOD             NGS
 BY2040
 BY2040                          STATION DESCRIPTION
 BY2040
 BY2040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2040'13.75 MI SW FROM PALESTINE.
 BY2040'0.75 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2040'RAILROAD FROM THE STATION AT PALESTINE, THENCE 11.15 MILES SOUTHWEST
 BY2040'ALONG U.S. HIGHWAYS 79 AND 84, THENCE 0.55 MILE SOUTH ALONG A GRACELED
 BY2040'ROAD, THENCE 1.3 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT
 BY2040'NORTHERN RAILROAD, 1 POLE SOUTHWEST OF MILEPOST 13-20, 6 FEET
 BY2040'NORTHWEST OF THE NORTHWEST RAIL, 10 FEET BELOW THE TOP OF THE RAILS,
 BY2040'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT
 BY2040'OF THE BRIDGE OVER THE TRINITY RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1024 ***********************************************************************
 AB1024  DESIGNATION -  C 670
 AB1024  PID         -  AB1024
 AB1024  STATE/COUNTY-  TX/KENEDY
 AB1024  USGS QUAD   -  SALTILLO WELL (1975)
 AB1024
 AB1024                         *CURRENT SURVEY CONTROL
 AB1024  ___________________________________________________________________
 AB1024* NAD 83(1986)-  26 47 20.     (N)    097 44 34.     (W)     SCALED    
 AB1024* NAVD 88     -         7.327  (meters)      24.04   (feet)  ADJUSTED  
 AB1024  ___________________________________________________________________
 AB1024  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AB1024  DYNAMIC HT  -           7.315 (meters)      24.00  (feet)  COMP
 AB1024  MODELED GRAV-     979,070.2   (mgal)                       NAVD 88
 AB1024
 AB1024  VERT ORDER  -  SECOND    CLASS 0
 AB1024
 AB1024.The horizontal coordinates were scaled from a topographic map and have
 AB1024.an estimated accuracy of +/- 6 seconds.
 AB1024
 AB1024.The orthometric height was determined by differential leveling
 AB1024.and adjusted by the National Geodetic Survey in June 1991..
 AB1024
 AB1024.The geoid height was determined by GEOID03.
 AB1024
 AB1024.The dynamic height is computed by dividing the NAVD 88
 AB1024.geopotential number by the normal gravity value computed on the
 AB1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1024.degrees latitude (g = 980.6199 gals.).
 AB1024
 AB1024.The modeled gravity was interpolated from observed gravity values.
 AB1024
 AB1024;                    North         East    Units  Estimated Accuracy
 AB1024;SPC TX S     - 5,124,560.      375,290.      MT  (+/- 180 meters Scaled)
 AB1024
 AB1024                          SUPERSEDED SURVEY CONTROL
 AB1024
 AB1024  NGVD 29 (??/??/92)    7.412  (m)           24.32   (f) ADJ UNCH    2 0
 AB1024
 AB1024.Superseded values are not recommended for survey control.
 AB1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1024.See file dsdata.txt to determine how the superseded data were derived.
 AB1024
 AB1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ249636(NAD 83)
 AB1024_MARKER: DB = BENCH MARK DISK
 AB1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1024_STAMPING: C 670 1942
 AB1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1024+STABILITY: SURFACE MOTION
 AB1024
 AB1024  HISTORY     - Date     Condition        Report By
 AB1024  HISTORY     - 1942     MONUMENTED       CGS
 AB1024
 AB1024                          STATION DESCRIPTION
 AB1024
 AB1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1024'2.4 MI E FROM NORIAS.
 AB1024'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORIAS, PROCEED
 AB1024'EASTERLY ON GRADED ROAD TO THE NORIAS RANCH HEADQUARTERS AND GO 2.4
 AB1024'MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 300.0 FEET EAST OF
 AB1024'THE TOP OF A RIDGE, 30.0 FEET SOUTH OF R.E.A. POWER LINE POLE NO. 10 P
 AB1024'289, 14.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AB1024'OF THE ROAD, 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.0
 AB1024'FOOT SOUTH OF A FENCE.  MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0489 ***********************************************************************
 AB0489  DESIGNATION -  C 671
 AB0489  PID         -  AB0489
 AB0489  STATE/COUNTY-  TX/WILLACY
 AB0489  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0489
 AB0489                         *CURRENT SURVEY CONTROL
 AB0489  ___________________________________________________________________
 AB0489* NAD 83(1986)-  26 28 56.     (N)    097 44 25.     (W)     SCALED    
 AB0489* NAVD 88     -         9.263  (meters)      30.39   (feet)  ADJUSTED  
 AB0489  ___________________________________________________________________
 AB0489  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AB0489  DYNAMIC HT  -           9.249 (meters)      30.34  (feet)  COMP
 AB0489  MODELED GRAV-     979,049.1   (mgal)                       NAVD 88
 AB0489
 AB0489  VERT ORDER  -  SECOND    CLASS 0
 AB0489
 AB0489.The horizontal coordinates were scaled from a topographic map and have
 AB0489.an estimated accuracy of +/- 6 seconds.
 AB0489
 AB0489.The orthometric height was determined by differential leveling
 AB0489.and adjusted by the National Geodetic Survey in June 1991..
 AB0489
 AB0489.The geoid height was determined by GEOID03.
 AB0489
 AB0489.The dynamic height is computed by dividing the NAVD 88
 AB0489.geopotential number by the normal gravity value computed on the
 AB0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0489.degrees latitude (g = 980.6199 gals.).
 AB0489
 AB0489.The modeled gravity was interpolated from observed gravity values.
 AB0489
 AB0489;                    North         East    Units  Estimated Accuracy
 AB0489;SPC TX S     - 5,090,590.      375,740.      MT  (+/- 180 meters Scaled)
 AB0489
 AB0489                          SUPERSEDED SURVEY CONTROL
 AB0489
 AB0489  NGVD 29 (??/??/92)    9.318  (m)           30.57   (f) ADJ UNCH    2 0
 AB0489
 AB0489.Superseded values are not recommended for survey control.
 AB0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0489.See file dsdata.txt to determine how the superseded data were derived.
 AB0489
 AB0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ255297(NAD 83)
 AB0489_MARKER: DB = BENCH MARK DISK
 AB0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0489_STAMPING: C 671 1942
 AB0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0489+STABILITY: SURFACE MOTION
 AB0489
 AB0489  HISTORY     - Date     Condition        Report By
 AB0489  HISTORY     - 1964     MONUMENTED       CGS
 AB0489
 AB0489                          STATION DESCRIPTION
 AB0489
 AB0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AB0489'2.6 MI E FROM RAYMONDVILLE.
 AB0489'2.6 MILES EAST ALONG STATE HIGHWAY 186 FROM THE MISSOURI PACIFIC
 AB0489'RAILROAD STATION AT RAYMONDVILLE, WILLACY COUNTY, 0.1 MILE WEST OF THE
 AB0489'ENTRANCE TO THE RAYMOND RANCH, AT THE SOUTHWEST CORNER OF A LARGE
 AB0489'CITRUS GROVE, 29 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 AB0489'THE HIGHWAY, 20 FEET EAST OF THE SOUTHWEST CORNER OF A FENCE AROUND
 AB0489'THE GROVE, 6 FEET EAST OF A GATEPOST, 3 FEET WEST OF A WHITE WOODEN
 AB0489'WITNESS POST, AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE.  A STANDARD
 AB0489'DISK, STAMPED C 671 1942 AND SET IN THE TOP OF A CONCRETE PROJECTING
 AB0489'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1060 ***********************************************************************
 AB1060  DESIGNATION -  C 672
 AB1060  PID         -  AB1060
 AB1060  STATE/COUNTY-  TX/KENEDY
 AB1060  USGS QUAD   -  SALTILLO WELL (1975)
 AB1060
 AB1060                         *CURRENT SURVEY CONTROL
 AB1060  ___________________________________________________________________
 AB1060* NAD 83(1986)-  26 46 49.     (N)    097 39 53.     (W)     SCALED    
 AB1060* NAVD 88     -         6.417  (meters)      21.05   (feet)  ADJUSTED  
 AB1060  ___________________________________________________________________
 AB1060  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AB1060  DYNAMIC HT  -           6.407 (meters)      21.02  (feet)  COMP
 AB1060  MODELED GRAV-     979,074.8   (mgal)                       NAVD 88
 AB1060
 AB1060  VERT ORDER  -  SECOND    CLASS 0
 AB1060
 AB1060.The horizontal coordinates were scaled from a topographic map and have
 AB1060.an estimated accuracy of +/- 6 seconds.
 AB1060
 AB1060.The orthometric height was determined by differential leveling
 AB1060.and adjusted by the National Geodetic Survey in June 1991..
 AB1060
 AB1060.The geoid height was determined by GEOID03.
 AB1060
 AB1060.The dynamic height is computed by dividing the NAVD 88
 AB1060.geopotential number by the normal gravity value computed on the
 AB1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1060.degrees latitude (g = 980.6199 gals.).
 AB1060
 AB1060.The modeled gravity was interpolated from observed gravity values.
 AB1060
 AB1060;                    North         East    Units  Estimated Accuracy
 AB1060;SPC TX S     - 5,123,650.      383,060.      MT  (+/- 180 meters Scaled)
 AB1060
 AB1060                          SUPERSEDED SURVEY CONTROL
 AB1060
 AB1060  NGVD 29 (??/??/92)    6.500  (m)           21.33   (f) ADJ UNCH    2 0
 AB1060
 AB1060.Superseded values are not recommended for survey control.
 AB1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1060.See file dsdata.txt to determine how the superseded data were derived.
 AB1060
 AB1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ327627(NAD 83)
 AB1060_MARKER: DB = BENCH MARK DISK
 AB1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1060_STAMPING: C 672 1942
 AB1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1060+STABILITY: SURFACE MOTION
 AB1060
 AB1060  HISTORY     - Date     Condition        Report By
 AB1060  HISTORY     - 1942     MONUMENTED       CGS
 AB1060
 AB1060                          STATION DESCRIPTION
 AB1060
 AB1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1060'3.4 MI NE FROM NORIAS RANCH.
 AB1060'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1060'TRACK ROAD AND GO 1.4 MILES TO A GATE AND FORK IN ROAD, PASS THROUGH
 AB1060'GATE AND TAKE LEFT FORK (ROAD TO SANTA CRUZ WINDMILL) AND CONTINUE
 AB1060'NORTHEASTERLY 2.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 15.0
 AB1060'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AB1060'ROAD, AND 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1078 ***********************************************************************
 AB1078  DESIGNATION -  C 673
 AB1078  PID         -  AB1078
 AB1078  STATE/COUNTY-  TX/WILLACY
 AB1078  USGS QUAD   -  SAN PERLITA NORTH (1975)
 AB1078
 AB1078                         *CURRENT SURVEY CONTROL
 AB1078  ___________________________________________________________________
 AB1078* NAD 83(1986)-  26 34 43.     (N)    097 38 42.     (W)     SCALED    
 AB1078* NAVD 88     -         5.763  (meters)      18.91   (feet)  ADJUSTED  
 AB1078  ___________________________________________________________________
 AB1078  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AB1078  DYNAMIC HT  -           5.754 (meters)      18.88  (feet)  COMP
 AB1078  MODELED GRAV-     979,062.7   (mgal)                       NAVD 88
 AB1078
 AB1078  VERT ORDER  -  SECOND    CLASS 0
 AB1078
 AB1078.The horizontal coordinates were scaled from a topographic map and have
 AB1078.an estimated accuracy of +/- 6 seconds.
 AB1078
 AB1078.The orthometric height was determined by differential leveling
 AB1078.and adjusted by the National Geodetic Survey in June 1991..
 AB1078
 AB1078.The geoid height was determined by GEOID03.
 AB1078
 AB1078.The dynamic height is computed by dividing the NAVD 88
 AB1078.geopotential number by the normal gravity value computed on the
 AB1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1078.degrees latitude (g = 980.6199 gals.).
 AB1078
 AB1078.The modeled gravity was interpolated from observed gravity values.
 AB1078
 AB1078;                    North         East    Units  Estimated Accuracy
 AB1078;SPC TX S     - 5,101,330.      385,170.      MT  (+/- 180 meters Scaled)
 AB1078
 AB1078                          SUPERSEDED SURVEY CONTROL
 AB1078
 AB1078  NGVD 29 (??/??/92)    5.833  (m)           19.14   (f) ADJ UNCH    2 0
 AB1078
 AB1078.Superseded values are not recommended for survey control.
 AB1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1078.See file dsdata.txt to determine how the superseded data were derived.
 AB1078
 AB1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ349404(NAD 83)
 AB1078_MARKER: DB = BENCH MARK DISK
 AB1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1078_STAMPING: C 673 1942
 AB1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1078+STABILITY: SURFACE MOTION
 AB1078
 AB1078  HISTORY     - Date     Condition        Report By
 AB1078  HISTORY     - 1942     MONUMENTED       CGS
 AB1078  HISTORY     - 1956     GOOD             USGS
 AB1078
 AB1078                          STATION DESCRIPTION
 AB1078
 AB1078'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1078'4.0 MI N FROM SAUZ RANCH.
 AB1078'EL SAUZ RANCH, 6.8 MILES NORTH ALONG MAIN ROAD TO A ROAD JUNCTION,
 AB1078'THEN CONTINUE NORTH ALONG ROAD FOR 0.4 MILE TO OLD COUNTY LINE, THEN
 AB1078'WEST ALONG OLD COUNTY LINE FOR 3.4 MILES.  BENCH MARK IS 15 FEET NORTH
 AB1078'OF COUNTY LINE AND 3 FEET WEST OF WHITE WITNESS POST, AND IS SET IN
 AB1078'THE TOP OF A CONCRETE POST, PROJECTING 0.6 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0541 ***********************************************************************
 AB0541  DESIGNATION -  C 674
 AB0541  PID         -  AB0541
 AB0541  STATE/COUNTY-  TX/WILLACY
 AB0541  USGS QUAD   -  WILLAMAR (1982)
 AB0541
 AB0541                         *CURRENT SURVEY CONTROL
 AB0541  ___________________________________________________________________
 AB0541* NAD 83(1986)-  26 22 40.     (N)    097 36 08.     (W)     SCALED    
 AB0541* NAVD 88     -         5.809  (meters)      19.06   (feet)  ADJUSTED  
 AB0541  ___________________________________________________________________
 AB0541  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AB0541  DYNAMIC HT  -           5.800 (meters)      19.03  (feet)  COMP
 AB0541  MODELED GRAV-     979,053.7   (mgal)                       NAVD 88
 AB0541
 AB0541  VERT ORDER  -  SECOND    CLASS 0
 AB0541
 AB0541.The horizontal coordinates were scaled from a topographic map and have
 AB0541.an estimated accuracy of +/- 6 seconds.
 AB0541
 AB0541.The orthometric height was determined by differential leveling
 AB0541.and adjusted by the National Geodetic Survey in June 1991..
 AB0541
 AB0541.The geoid height was determined by GEOID03.
 AB0541
 AB0541.The dynamic height is computed by dividing the NAVD 88
 AB0541.geopotential number by the normal gravity value computed on the
 AB0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0541.degrees latitude (g = 980.6199 gals.).
 AB0541
 AB0541.The modeled gravity was interpolated from observed gravity values.
 AB0541
 AB0541;                    North         East    Units  Estimated Accuracy
 AB0541;SPC TX S     - 5,079,110.      389,590.      MT  (+/- 180 meters Scaled)
 AB0541
 AB0541                          SUPERSEDED SURVEY CONTROL
 AB0541
 AB0541  NGVD 29 (??/??/92)    5.886  (m)           19.31   (f) ADJ UNCH    2 0
 AB0541
 AB0541.Superseded values are not recommended for survey control.
 AB0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0541.See file dsdata.txt to determine how the superseded data were derived.
 AB0541
 AB0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ394182(NAD 83)
 AB0541_MARKER: DB = BENCH MARK DISK
 AB0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0541_STAMPING: C 674 1942
 AB0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0541+STABILITY: SURFACE MOTION
 AB0541
 AB0541  HISTORY     - Date     Condition        Report By
 AB0541  HISTORY     - 1942     MONUMENTED       CGS
 AB0541  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0541
 AB0541                          STATION DESCRIPTION
 AB0541
 AB0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0541'13.9 MI NE FROM SEBASTIAN.
 AB0541'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT SEBASTIAN
 AB0541'PROCEED NORTHERLY ON STATE HIGHWAY NO. 96.  GO 0.9 MILES.  TURN
 AB0541'EASTERLY (RIGHT) GO 11.6 MILES.  TURN NORTHERLY (LEFT) AND GO 1.4 MILE
 AB0541'TO A T ROAD INTERSECTION AND SITE OF BENCH MARK.  BENCH MARK IS 25
 AB0541'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  24 FEET WEST OF
 AB0541'THE CENTERLINE OF THE NORTH-SOUTH ROAD.  3.0 FEET NORTH OF A 4 BY 4
 AB0541'INCH WOODEN MARKER POST.  A STANDARD DISK, STAMPED C 674 1942 AND SET
 AB0541'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET.
 AB0541
 AB0541                          STATION RECOVERY (1987)
 AB0541
 AB0541'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0599 ***********************************************************************
 AB0599  DESIGNATION -  C 675
 AB0599  PID         -  AB0599
 AB0599  STATE/COUNTY-  TX/CAMERON
 AB0599  USGS QUAD   -  RIO HONDO (1980)
 AB0599
 AB0599                         *CURRENT SURVEY CONTROL
 AB0599  ___________________________________________________________________
 AB0599* NAD 83(1986)-  26 14 50.     (N)    097 35 34.     (W)     SCALED    
 AB0599* NAVD 88     -         8.254  (meters)      27.08   (feet)  ADJUSTED  
 AB0599  ___________________________________________________________________
 AB0599  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AB0599  DYNAMIC HT  -           8.241 (meters)      27.04  (feet)  COMP
 AB0599  MODELED GRAV-     979,045.9   (mgal)                       NAVD 88
 AB0599
 AB0599  VERT ORDER  -  SECOND    CLASS 0
 AB0599
 AB0599.The horizontal coordinates were scaled from a topographic map and have
 AB0599.an estimated accuracy of +/- 6 seconds.
 AB0599
 AB0599.The orthometric height was determined by differential leveling
 AB0599.and adjusted by the National Geodetic Survey in June 1991..
 AB0599
 AB0599.The geoid height was determined by GEOID03.
 AB0599
 AB0599.The dynamic height is computed by dividing the NAVD 88
 AB0599.geopotential number by the normal gravity value computed on the
 AB0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0599.degrees latitude (g = 980.6199 gals.).
 AB0599
 AB0599.The modeled gravity was interpolated from observed gravity values.
 AB0599
 AB0599;                    North         East    Units  Estimated Accuracy
 AB0599;SPC TX S     - 5,064,650.      390,640.      MT  (+/- 180 meters Scaled)
 AB0599
 AB0599                          SUPERSEDED SURVEY CONTROL
 AB0599
 AB0599  NGVD 29 (??/??/92)    8.348  (m)           27.39   (f) ADJ UNCH    2 0
 AB0599
 AB0599.Superseded values are not recommended for survey control.
 AB0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0599.See file dsdata.txt to determine how the superseded data were derived.
 AB0599
 AB0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ405038(NAD 83)
 AB0599_MARKER: DB = BENCH MARK DISK
 AB0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0599_STAMPING: C 675 1942
 AB0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0599+STABILITY: SURFACE MOTION
 AB0599
 AB0599  HISTORY     - Date     Condition        Report By
 AB0599  HISTORY     - 1942     MONUMENTED       CGS
 AB0599  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0599
 AB0599                          STATION DESCRIPTION
 AB0599
 AB0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0599'0.7 MI W FROM RIO HONDO.
 AB0599'0.7 MILE WEST ALONG A PAVED ROAD FROM THE HIGH SCHOOL AT RIO HONDO,
 AB0599'CAMERON COUNTY, THENCE 0.8 MILE NORTH ALONG A ROAD.  AT A ROAD
 AB0599'INTERSECTION, 39 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST
 AB0599'ROAD, 24 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 4
 AB0599'FEET NORTHEAST OF POWER-TRANSMISSION LINE POLE 13 L 4, AND 3 FEET
 AB0599'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 675
 AB0599'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 AB0599'GROUND.
 AB0599
 AB0599                          STATION RECOVERY (1988)
 AB0599
 AB0599'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0559 ***********************************************************************
 AB0559  DESIGNATION -  C 676
 AB0559  PID         -  AB0559
 AB0559  STATE/COUNTY-  TX/WILLACY
 AB0559  USGS QUAD   -  WILLAMAR SW (1983)
 AB0559
 AB0559                         *CURRENT SURVEY CONTROL
 AB0559  ___________________________________________________________________
 AB0559* NAD 83(1986)-  26 19 07.     (N)    097 39 43.     (W)     SCALED    
 AB0559* NAVD 88     -         7.889  (meters)      25.88   (feet)  ADJUSTED  
 AB0559  ___________________________________________________________________
 AB0559  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB0559  DYNAMIC HT  -           7.877 (meters)      25.84  (feet)  COMP
 AB0559  MODELED GRAV-     979,045.9   (mgal)                       NAVD 88
 AB0559
 AB0559  VERT ORDER  -  FIRST     CLASS II
 AB0559
 AB0559.The horizontal coordinates were scaled from a topographic map and have
 AB0559.an estimated accuracy of +/- 6 seconds.
 AB0559
 AB0559.The orthometric height was determined by differential leveling
 AB0559.and adjusted by the National Geodetic Survey in June 1991..
 AB0559
 AB0559.The geoid height was determined by GEOID03.
 AB0559
 AB0559.The dynamic height is computed by dividing the NAVD 88
 AB0559.geopotential number by the normal gravity value computed on the
 AB0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0559.degrees latitude (g = 980.6199 gals.).
 AB0559
 AB0559.The modeled gravity was interpolated from observed gravity values.
 AB0559
 AB0559;                    North         East    Units  Estimated Accuracy
 AB0559;SPC TX S     - 5,072,510.      383,670.      MT  (+/- 180 meters Scaled)
 AB0559
 AB0559                          SUPERSEDED SURVEY CONTROL
 AB0559
 AB0559  NGVD 29 (??/??/92)    7.959  (m)           26.11   (f) ADJ UNCH    1 2
 AB0559
 AB0559.Superseded values are not recommended for survey control.
 AB0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0559.See file dsdata.txt to determine how the superseded data were derived.
 AB0559
 AB0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ335116(NAD 83)
 AB0559_MARKER: DB = BENCH MARK DISK
 AB0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0559_STAMPING: C 676 1942
 AB0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0559+STABILITY: SURFACE MOTION
 AB0559
 AB0559  HISTORY     - Date     Condition        Report By
 AB0559  HISTORY     - 1942     MONUMENTED       CGS
 AB0559  HISTORY     - 1959     GOOD             LOCENG
 AB0559  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0559
 AB0559                          STATION DESCRIPTION
 AB0559
 AB0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0559'8.3 MI E FROM SEBASTIAN.
 AB0559'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT SEBASTIAN,
 AB0559'PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 96, GO 0.4 MILE TO THE
 AB0559'WILLACY-CAMERON COUNTY LINE.  TURN EASTERLY (LEFT) ONTO THE COUNTY
 AB0559'LINE ROAD AND GO 7.9 MILES TO THE INTERSECTION OF A TRACK ROAD LEADING
 AB0559'NORTH AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTH OF
 AB0559'THE SOUTH LEVEE ALONG THE FLOODWAY.  29 FEET NORTH OF AND ABOUT THE
 AB0559'SAME ELEVATION AS THE CENTERLINE OF THE COUNTY LINE ROAD. 24 FEET EAST
 AB0559'OF THE CENTERLINE OF THE NORTH-SOUTH TRACK ROAD.  3.0 FEET WEST OF A 4
 AB0559'BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT SOUTH OF THE RIGHT OF WAY
 AB0559'FENCE.  A STANDARD DISK, STAMPED C 676 1942 AND SET IN THE TOP OF A
 AB0559'CONCRETE POST PROJECTING 0.6 FEET.
 AB0559
 AB0559                          STATION RECOVERY (1959)
 AB0559
 AB0559'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AB0559'RECOVERED IN GOOD CONDITION.
 AB0559
 AB0559                          STATION RECOVERY (1987)
 AB0559
 AB0559'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0606 ***********************************************************************
 AB0606  DESIGNATION -  C 677
 AB0606  PID         -  AB0606
 AB0606  STATE/COUNTY-  TX/CAMERON
 AB0606  USGS QUAD   -  RIO HONDO (1980)
 AB0606
 AB0606                         *CURRENT SURVEY CONTROL
 AB0606  ___________________________________________________________________
 AB0606* NAD 83(1986)-  26 08 35.     (N)    097 37 10.     (W)     SCALED    
 AB0606* NAVD 88     -        11.892  (meters)      39.02   (feet)  ADJUSTED  
 AB0606  ___________________________________________________________________
 AB0606  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 AB0606  DYNAMIC HT  -          11.872 (meters)      38.95  (feet)  COMP
 AB0606  MODELED GRAV-     979,035.5   (mgal)                       NAVD 88
 AB0606
 AB0606  VERT ORDER  -  SECOND    CLASS 0
 AB0606
 AB0606.The horizontal coordinates were scaled from a topographic map and have
 AB0606.an estimated accuracy of +/- 6 seconds.
 AB0606
 AB0606.The orthometric height was determined by differential leveling
 AB0606.and adjusted by the National Geodetic Survey in June 1991..
 AB0606
 AB0606.The geoid height was determined by GEOID03.
 AB0606
 AB0606.The dynamic height is computed by dividing the NAVD 88
 AB0606.geopotential number by the normal gravity value computed on the
 AB0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0606.degrees latitude (g = 980.6199 gals.).
 AB0606
 AB0606.The modeled gravity was interpolated from observed gravity values.
 AB0606
 AB0606;                    North         East    Units  Estimated Accuracy
 AB0606;SPC TX S     - 5,053,090.      388,050.      MT  (+/- 180 meters Scaled)
 AB0606
 AB0606                          SUPERSEDED SURVEY CONTROL
 AB0606
 AB0606  NGVD 29 (??/??/92)   11.996  (m)           39.36   (f) ADJ UNCH    2 0
 AB0606
 AB0606.Superseded values are not recommended for survey control.
 AB0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0606.See file dsdata.txt to determine how the superseded data were derived.
 AB0606
 AB0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP380922(NAD 83)
 AB0606_MARKER: DD = SURVEY DISK
 AB0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0606_SP_SET: CONCRETE BOX
 AB0606_STAMPING: C 677 1942
 AB0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0606
 AB0606  HISTORY     - Date     Condition        Report By
 AB0606  HISTORY     - 1942     MONUMENTED
 AB0606  HISTORY     - 1942     GOOD             NGS
 AB0606  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0606  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0606  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0606  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0606
 AB0606                          STATION DESCRIPTION
 AB0606
 AB0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0606'0.9 MI NE FROM SAN BENITO.
 AB0606'TO REACH FROM THE POST OFFICE AT SAN BENITO, PROCEED NORTHEASTERLY ON
 AB0606'STATE HIGHWAY NUMBER 345 AND GO 0.9 MILE TO A CONCRETE GATE BOX ON
 AB0606'IRRIGATION DITCH AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AB0606'HORIZONTALLY IN THE CENTER OF THE SOUTHWEST SIDE OF THE CONCRETE BOX.
 AB0606'IT IS 38 FEET NORTHWEST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF
 AB0606'THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK, STAMPED C 677 1942 AND
 AB0606'SET IN A DRILL HOLE.
 AB0606
 AB0606                          STATION RECOVERY (1954)
 AB0606
 AB0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB0606'MARK NOT FOUND.
 AB0606
 AB0606                          STATION RECOVERY (1988)
 AB0606
 AB0606'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0606'MARK NOT FOUND.
 AB0606
 AB0606                          STATION RECOVERY (1988)
 AB0606
 AB0606'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0606'MARK NOT FOUND.
 AB0606
 AB0606                          STATION RECOVERY (1991)
 AB0606
 AB0606'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0080 ***********************************************************************
 BY0080  DESIGNATION -  C 68
 BY0080  PID         -  BY0080
 BY0080  STATE/COUNTY-  TX/SHELBY
 BY0080  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY0080
 BY0080                         *CURRENT SURVEY CONTROL
 BY0080  ___________________________________________________________________
 BY0080* NAD 83(1986)-  31 58 03.     (N)    094 03 19.     (W)     SCALED    
 BY0080* NAVD 88     -        68.001  (meters)     223.10   (feet)  ADJUSTED  
 BY0080  ___________________________________________________________________
 BY0080  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BY0080  DYNAMIC HT  -          67.923 (meters)     222.84  (feet)  COMP
 BY0080  MODELED GRAV-     979,482.2   (mgal)                       NAVD 88
 BY0080
 BY0080  VERT ORDER  -  FIRST     CLASS II
 BY0080
 BY0080.The horizontal coordinates were scaled from a topographic map and have
 BY0080.an estimated accuracy of +/- 6 seconds.
 BY0080
 BY0080.The orthometric height was determined by differential leveling
 BY0080.and adjusted by the National Geodetic Survey in June 1991..
 BY0080
 BY0080.The geoid height was determined by GEOID03.
 BY0080
 BY0080.The dynamic height is computed by dividing the NAVD 88
 BY0080.geopotential number by the normal gravity value computed on the
 BY0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0080.degrees latitude (g = 980.6199 gals.).
 BY0080
 BY0080.The modeled gravity was interpolated from observed gravity values.
 BY0080
 BY0080;                    North         East    Units  Estimated Accuracy
 BY0080;SPC TX C     - 3,271,820.    1,293,140.      MT  (+/- 180 meters Scaled)
 BY0080
 BY0080                          SUPERSEDED SURVEY CONTROL
 BY0080
 BY0080  NGVD 29 (??/??/??)   68.054  (m)          223.27   (f) ADJUSTED    1 2
 BY0080
 BY0080.Superseded values are not recommended for survey control.
 BY0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0080.See file dsdata.txt to determine how the superseded data were derived.
 BY0080
 BY0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR002373(NAD 83)
 BY0080_MARKER: DB = BENCH MARK DISK
 BY0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0080_SP_SET: BUILDING WALL
 BY0080_STAMPING: C 68 1919 ELEV 223.274
 BY0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0080
 BY0080  HISTORY     - Date     Condition        Report By
 BY0080  HISTORY     - 1919     MONUMENTED       CGS
 BY0080  HISTORY     - 1952     GOOD             NGS
 BY0080  HISTORY     - 1979     GOOD             NGS
 BY0080
 BY0080                          STATION DESCRIPTION
 BY0080
 BY0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0080'IN JOAQUIN.
 BY0080'AT JOAQUIN, 325 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE TEXAS
 BY0080'AND NEW ORLEANS RAILROAD STATION, 35 FEET EAST OF THE CENTER LINE OF
 BY0080'MAIN STREET, SET VERTICALLY IN THE WEST BRICK WALL OF THE JORDAN
 BY0080'CLOTHING STORE BUILDING, NEAR THE NORTHWEST CORNER OF THE BUILDING,
 BY0080'3.4 FEET ABOVE THE SIDEWALK.
 BY0080
 BY0080                          STATION RECOVERY (1979)
 BY0080
 BY0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0080'IN JOAQUIN, AT THE ENTRANCE TO THE JOAQUIN DRY GOODS STORE, SET
 BY0080'VERTICALLY IN THE WEST FACE OF THE STORE, 12.0 FT. NORTH OF THE CENTER
 BY0080'OF THE STORE ENTRANCE, 140.0 FT. SOUTHEAST OF A FENCE AROUND THE
 BY0080'CITY WATER TANK.  NOTE-THIS BUILDING WAS THE JORDAN CLOTHING STORE
 BY0080'IN 1952.
 BY0080'THE MARK IS 3.5 FT ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0155 ***********************************************************************
 AB0155  DESIGNATION -  C 680
 AB0155  PID         -  AB0155
 AB0155  STATE/COUNTY-  TX/CAMERON
 AB0155  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0155
 AB0155                         *CURRENT SURVEY CONTROL
 AB0155  ___________________________________________________________________
 AB0155* NAD 83(1986)-  25 55 44.     (N)    097 31 13.     (W)     SCALED    
 AB0155* NAVD 88     -        12.591  (meters)      41.31   (feet)  ADJUSTED  
 AB0155  ___________________________________________________________________
 AB0155  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AB0155  DYNAMIC HT  -          12.571 (meters)      41.24  (feet)  COMP
 AB0155  MODELED GRAV-     979,027.3   (mgal)                       NAVD 88
 AB0155
 AB0155  VERT ORDER  -  FIRST     CLASS II
 AB0155
 AB0155.The horizontal coordinates were scaled from a topographic map and have
 AB0155.an estimated accuracy of +/- 6 seconds.
 AB0155
 AB0155.The orthometric height was determined by differential leveling
 AB0155.and adjusted by the National Geodetic Survey in June 1991..
 AB0155.WARNING-Repeat measurements at this control monument indicate possible
 AB0155.vertical movement.
 AB0155
 AB0155.The geoid height was determined by GEOID03.
 AB0155
 AB0155.The dynamic height is computed by dividing the NAVD 88
 AB0155.geopotential number by the normal gravity value computed on the
 AB0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0155.degrees latitude (g = 980.6199 gals.).
 AB0155
 AB0155.The modeled gravity was interpolated from observed gravity values.
 AB0155
 AB0155;                    North         East    Units  Estimated Accuracy
 AB0155;SPC TX S     - 5,029,440.      398,150.      MT  (+/- 180 meters Scaled)
 AB0155
 AB0155                          SUPERSEDED SURVEY CONTROL
 AB0155
 AB0155  NGVD 29 (??/??/92)   12.669  (m)           41.56   (f) ADJ UNCH    1 2
 AB0155
 AB0155.Superseded values are not recommended for survey control.
 AB0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0155.See file dsdata.txt to determine how the superseded data were derived.
 AB0155
 AB0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP481686(NAD 83)
 AB0155_MARKER: DB = BENCH MARK DISK
 AB0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0155_SP_SET: SIGNAL BASE
 AB0155_STAMPING: C 680 1942
 AB0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0155
 AB0155  HISTORY     - Date     Condition        Report By
 AB0155  HISTORY     - 1942     MONUMENTED       CGS
 AB0155  HISTORY     - 1951     GOOD             NGS
 AB0155  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0155  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0155  HISTORY     - 1988     GOOD             USPSQD
 AB0155  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0155  HISTORY     - 19950213 MARK NOT FOUND   USPSQD
 AB0155
 AB0155                          STATION DESCRIPTION
 AB0155
 AB0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0155'2.8 MI N FROM BROWNSVILLE.
 AB0155'2.8 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0155'FROM THE STATION AT BROWNSVILLE, AT THE CROSSING OF U.S. HIGHWAY 281,
 AB0155'14 FEET WEST OF THE WEST RAIL, 15 FEET SOUTH OF THE CENTER LINE OF THE
 AB0155'HIGHWAY, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE
 AB0155'OF A CROSSING WARNING SIGNAL WHICH IS 1 FOOT ABOVE THE GROUND. NOTE--
 AB0155'NOW THE SOUTHERN PACIFIC LINES.
 AB0155
 AB0155                          STATION RECOVERY (1981)
 AB0155
 AB0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0155'SEARCHED FOR, NOT RECOVERED THIS.
 AB0155
 AB0155                          STATION RECOVERY (1988)
 AB0155
 AB0155'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AB0155'MARK NOT FOUND.
 AB0155
 AB0155                          STATION RECOVERY (1988)
 AB0155
 AB0155'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0155'RECOVERED IN GOOD CONDITION.
 AB0155
 AB0155                          STATION RECOVERY (1991)
 AB0155
 AB0155'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0155'MARK NOT FOUND.
 AB0155
 AB0155                          STATION RECOVERY (1995)
 AB0155
 AB0155'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0831 ***********************************************************************
 AB0831  DESIGNATION -  C 681
 AB0831  PID         -  AB0831
 AB0831  STATE/COUNTY-  TX/CAMERON
 AB0831  USGS QUAD   -  LA PALOMA (1970)
 AB0831
 AB0831                         *CURRENT SURVEY CONTROL
 AB0831  ___________________________________________________________________
 AB0831* NAD 83(1986)-  26 06 50.     (N)    097 44 07.     (W)     SCALED    
 AB0831* NAVD 88     -        14.891  (meters)      48.85   (feet)  ADJUSTED  
 AB0831  ___________________________________________________________________
 AB0831  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0831  DYNAMIC HT  -          14.867 (meters)      48.78  (feet)  COMP
 AB0831  MODELED GRAV-     979,024.7   (mgal)                       NAVD 88
 AB0831
 AB0831  VERT ORDER  -  SECOND    CLASS 0
 AB0831
 AB0831.The horizontal coordinates were scaled from a topographic map and have
 AB0831.an estimated accuracy of +/- 6 seconds.
 AB0831
 AB0831.The orthometric height was determined by differential leveling
 AB0831.and adjusted by the National Geodetic Survey in June 1991..
 AB0831
 AB0831.The geoid height was determined by GEOID03.
 AB0831
 AB0831.The dynamic height is computed by dividing the NAVD 88
 AB0831.geopotential number by the normal gravity value computed on the
 AB0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0831.degrees latitude (g = 980.6199 gals.).
 AB0831
 AB0831.The modeled gravity was interpolated from observed gravity values.
 AB0831
 AB0831;                    North         East    Units  Estimated Accuracy
 AB0831;SPC TX S     - 5,049,780.      376,490.      MT  (+/- 180 meters Scaled)
 AB0831
 AB0831                          SUPERSEDED SURVEY CONTROL
 AB0831
 AB0831  NGVD 29 (??/??/92)   15.000  (m)           49.21   (f) ADJ UNCH    2 0
 AB0831
 AB0831.Superseded values are not recommended for survey control.
 AB0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0831.See file dsdata.txt to determine how the superseded data were derived.
 AB0831
 AB0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP264889(NAD 83)
 AB0831_MARKER: DD = SURVEY DISK
 AB0831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0831_SP_SET: CULVERT
 AB0831_STAMPING: C 681 1942
 AB0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0831
 AB0831  HISTORY     - Date     Condition        Report By
 AB0831  HISTORY     - 1942     MONUMENTED
 AB0831  HISTORY     - 1942     GOOD             NGS
 AB0831  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0831  HISTORY     - 20020830 GOOD             LOCSUR
 AB0831
 AB0831                          STATION DESCRIPTION
 AB0831
 AB0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0831'1.1 MI NE FROM RANGERVILLE.
 AB0831'1.1 MILES NORTHEAST ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL
 AB0831'AT RANGERVILLE, CAMERON COUNTY, 105 FEET SOUTH ACROSS THE ROAD FROM
 AB0831'REA CO-OP POLE NO. 15-164, 31.5 FEET SOUTHEAST OF THE CENTERLINE OF
 AB0831'THE ROAD, AT A CONCRETE-BOX CULVERT UNDER THE ROAD, IN THE CENTER OF
 AB0831'THE TOP OF THE SOUTHEAST HEADWALL, AND ABOUT 1 FOOT HIGHER THAN THE
 AB0831'ROAD.  A CAMERON COUNTY STANDARD DISK, STAMPED C 681 1942.
 AB0831
 AB0831                          STATION RECOVERY (1987)
 AB0831
 AB0831'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0831'MARK NOT FOUND.
 AB0831
 AB0831                          STATION RECOVERY (2002)
 AB0831
 AB0831'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002
 AB0831'RECOVERED BY MGM ENGINEERING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0246 ***********************************************************************
 AE0246  DESIGNATION -  C 684
 AE0246  PID         -  AE0246
 AE0246  STATE/COUNTY-  TX/HIDALGO
 AE0246  USGS QUAD   -  SAN JUAN SE (1962)
 AE0246
 AE0246                         *CURRENT SURVEY CONTROL
 AE0246  ___________________________________________________________________
 AE0246* NAD 83(1986)-  26 04 38.     (N)    098 01 27.     (W)     SCALED    
 AE0246* NAVD 88     -        24.376  (meters)      79.97   (feet)  ADJUSTED  
 AE0246  ___________________________________________________________________
 AE0246  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AE0246  DYNAMIC HT  -          24.336 (meters)      79.84  (feet)  COMP
 AE0246  MODELED GRAV-     978,998.7   (mgal)                       NAVD 88
 AE0246
 AE0246  VERT ORDER  -  SECOND    CLASS 0
 AE0246
 AE0246.The horizontal coordinates were scaled from a topographic map and have
 AE0246.an estimated accuracy of +/- 6 seconds.
 AE0246
 AE0246.The orthometric height was determined by differential leveling
 AE0246.and adjusted by the National Geodetic Survey in June 1991..
 AE0246
 AE0246.The geoid height was determined by GEOID03.
 AE0246
 AE0246.The dynamic height is computed by dividing the NAVD 88
 AE0246.geopotential number by the normal gravity value computed on the
 AE0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0246.degrees latitude (g = 980.6199 gals.).
 AE0246
 AE0246.The modeled gravity was interpolated from observed gravity values.
 AE0246
 AE0246;                    North         East    Units  Estimated Accuracy
 AE0246;SPC TX S     - 5,045,580.      347,610.      MT  (+/- 180 meters Scaled)
 AE0246
 AE0246                          SUPERSEDED SURVEY CONTROL
 AE0246
 AE0246  NGVD 29 (??/??/92)   24.493  (m)           80.36   (f) ADJ UNCH    2 0
 AE0246
 AE0246.Superseded values are not recommended for survey control.
 AE0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0246.See file dsdata.txt to determine how the superseded data were derived.
 AE0246
 AE0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP975846(NAD 83)
 AE0246_MARKER: DD = SURVEY DISK
 AE0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0246_STAMPING: C 684 1942
 AE0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0246+STABILITY: SURFACE MOTION
 AE0246
 AE0246  HISTORY     - Date     Condition        Report By
 AE0246  HISTORY     - 1942     MONUMENTED       IBC
 AE0246  HISTORY     - 1962     GOOD             USGS
 AE0246
 AE0246                          STATION DESCRIPTION
 AE0246
 AE0246'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0246'7 MI S FROM DONNA.
 AE0246'7 MILES SOUTH OF DONNA, HIDALGO COUNTY, ON FARM ROAD 493 TO
 AE0246'INTERSECTION U.S. HIGHWAY 281, TURN LEFT (EAST) ON HIGHWAY 281 FOR
 AE0246'0.85 MILES TO BEND IN HIGHWAY AND GRAVEL ROAD CONTINUING STRAIGHT
 AE0246'(EAST), FOLLOW GRAVEL ROAD FOR 0.3 MILES TO LEVEE, TURN NORTHEAST ON
 AE0246'GRAVEL ROAD ON TOP OF THE LEVEE, FOLLOW LEVEE FOR 1.15 MILES TO
 AE0246'MILEPOST 37, 291 FEET WEST OF MILEPOST 37, 45 FEET NORTH OF TOP OF THE
 AE0246'LEVEE, AND ABOUT 6 FEET LOWER THAN THE LEVEE, SET IN THE TOP OF A
 AE0246'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0274 ***********************************************************************
 AE0274  DESIGNATION -  C 685
 AE0274  PID         -  AE0274
 AE0274  STATE/COUNTY-  TX/HIDALGO
 AE0274  USGS QUAD   -  MISSION (1983)
 AE0274
 AE0274                         *CURRENT SURVEY CONTROL
 AE0274  ___________________________________________________________________
 AE0274* NAD 83(1986)-  26 07 40.     (N)    098 15 27.     (W)     SCALED    
 AE0274* NAVD 88     -        31.260  (meters)     102.56   (feet)  POSTED    
 AE0274  ___________________________________________________________________
 AE0274  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AE0274  DYNAMIC HT  -          31.210 (meters)     102.39  (feet)  COMP
 AE0274  MODELED GRAV-     978,979.5   (mgal)                       NAVD 88
 AE0274
 AE0274  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0274
 AE0274.The horizontal coordinates were scaled from a topographic map and have
 AE0274.an estimated accuracy of +/- 6 seconds.
 AE0274
 AE0274.The orthometric height was determined by differential leveling
 AE0274.and adjusted by the National Geodetic Survey in 1992..
 AE0274.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0274.rate of 1.1 thru 2.0 mm/km.
 AE0274
 AE0274.The geoid height was determined by GEOID03.
 AE0274
 AE0274.The dynamic height is computed by dividing the NAVD 88
 AE0274.geopotential number by the normal gravity value computed on the
 AE0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0274.degrees latitude (g = 980.6199 gals.).
 AE0274
 AE0274.The modeled gravity was interpolated from observed gravity values.
 AE0274
 AE0274;                    North         East    Units  Estimated Accuracy
 AE0274;SPC TX S     - 5,051,110.      324,250.      MT  (+/- 180 meters Scaled)
 AE0274
 AE0274                          SUPERSEDED SURVEY CONTROL
 AE0274
 AE0274  NGVD 29 (??/??/92)   31.368  (m)          102.91   (f) ADJ UNCH    2 0
 AE0274
 AE0274.Superseded values are not recommended for survey control.
 AE0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0274.See file dsdata.txt to determine how the superseded data were derived.
 AE0274
 AE0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP742900(NAD 83)
 AE0274_MARKER: DB = BENCH MARK DISK
 AE0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0274_STAMPING: C 685 1942
 AE0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0274+STABILITY: SURFACE MOTION
 AE0274
 AE0274  HISTORY     - Date     Condition        Report By
 AE0274  HISTORY     - 1942     MONUMENTED       CGS
 AE0274  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0274  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0274
 AE0274                          STATION DESCRIPTION
 AE0274
 AE0274'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0274'1.3 MI N FROM HIDALGO.
 AE0274'1.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF U.S.
 AE0274'HIGHWAY 281 ABOUT 0.1 MILE WEST OF THE POST OFFICE AT HIDALGO, HIDALGO
 AE0274'COUNTY, 45 FEET SOUTH OF POWER LINE POLE 77, 36 FEET EAST OF THE
 AE0274'CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 AE0274'AND LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AE0274'0.3 FOOT ABOVE GROUND.
 AE0274
 AE0274                          STATION RECOVERY (1981)
 AE0274
 AE0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0274'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0303 ***********************************************************************
 AE0303  DESIGNATION -  C 686
 AE0303  PID         -  AE0303
 AE0303  STATE/COUNTY-  TX/HIDALGO
 AE0303  USGS QUAD   -  MISSION (1983)
 AE0303
 AE0303                         *CURRENT SURVEY CONTROL
 AE0303  ___________________________________________________________________
 AE0303* NAD 83(1986)-  26 12 00.     (N)    098 19 42.     (W)     SCALED    
 AE0303* NAVD 88     -        36.499  (meters)     119.75   (feet)  POSTED    
 AE0303  ___________________________________________________________________
 AE0303  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE0303  DYNAMIC HT  -          36.440 (meters)     119.55  (feet)  COMP
 AE0303  MODELED GRAV-     978,990.4   (mgal)                       NAVD 88
 AE0303
 AE0303  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0303
 AE0303.The horizontal coordinates were scaled from a topographic map and have
 AE0303.an estimated accuracy of +/- 6 seconds.
 AE0303
 AE0303.The orthometric height was determined by differential leveling
 AE0303.and adjusted by the National Geodetic Survey in 1992..
 AE0303.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0303.rate of 1.1 thru 2.0 mm/km.
 AE0303
 AE0303.The geoid height was determined by GEOID03.
 AE0303
 AE0303.The dynamic height is computed by dividing the NAVD 88
 AE0303.geopotential number by the normal gravity value computed on the
 AE0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0303.degrees latitude (g = 980.6199 gals.).
 AE0303
 AE0303.The modeled gravity was interpolated from observed gravity values.
 AE0303
 AE0303;                    North         East    Units  Estimated Accuracy
 AE0303;SPC TX S     - 5,059,100.      317,160.      MT  (+/- 180 meters Scaled)
 AE0303
 AE0303                          SUPERSEDED SURVEY CONTROL
 AE0303
 AE0303  NGVD 29 (??/??/92)   36.586  (m)          120.03   (f) ADJ UNCH    2 0
 AE0303
 AE0303.Superseded values are not recommended for survey control.
 AE0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0303.See file dsdata.txt to determine how the superseded data were derived.
 AE0303
 AE0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP671980(NAD 83)
 AE0303_MARKER: DB = BENCH MARK DISK
 AE0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0303_SP_SET: IRRIGATION CANAL
 AE0303_STAMPING: C 686 1942
 AE0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0303
 AE0303  HISTORY     - Date     Condition        Report By
 AE0303  HISTORY     - 1942     MONUMENTED       CGS
 AE0303  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0303  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0303
 AE0303                          STATION DESCRIPTION
 AE0303
 AE0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0303'1.0 MI S FROM MISSION.
 AE0303'1.0 MILE SOUTH ALONG A PAVED COUNTY ROAD FROM THE FIRST STATE BANK AND
 AE0303'TRUST CO. BUILDING AT MISSION, HIDALGO COUNTY, 101 YARDS SOUTH OF THE
 AE0303'INTERSECTION OF A DIRT ROAD, 20.6 FEET EAST OF THE CENTERLINE OF THE
 AE0303'PAVED ROAD, 36.8 FEET WEST OF THE CENTERLINE OF THE MISSOURI PACIFIC
 AE0303'RAILROAD TRACK, AT A CONCRETE IRRIGATION-CANAL CULVERT, IN THE TOP OF
 AE0303'THE NORTH END OF THE EAST HEADWALL, AND ABOUT 3 FEET HIGHER THAN THE
 AE0303'COUNTY ROAD.  A STANDARD DISK, STAMPED C 686 1942.
 AE0303
 AE0303                          STATION RECOVERY (1981)
 AE0303
 AE0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0303'MARK NOT RECOVERED.
 AE0303
 AE0303                          STATION RECOVERY (1987)
 AE0303
 AE0303'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0743 ***********************************************************************
 AE0743  DESIGNATION -  C 687
 AE0743  PID         -  AE0743
 AE0743  STATE/COUNTY-  TX/STARR
 AE0743  USGS QUAD   -  EL SAUZ (1993)
 AE0743
 AE0743                         *CURRENT SURVEY CONTROL
 AE0743  ___________________________________________________________________
 AE0743* NAD 83(1986)-  26 30 01.     (N)    098 52 29.     (W)     SCALED    
 AE0743* NAVD 88     -        74.899  (meters)     245.73   (feet)  ADJUSTED  
 AE0743  ___________________________________________________________________
 AE0743  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AE0743  DYNAMIC HT  -          74.776 (meters)     245.33  (feet)  COMP
 AE0743  MODELED GRAV-     979,003.5   (mgal)                       NAVD 88
 AE0743
 AE0743  VERT ORDER  -  SECOND    CLASS 0
 AE0743
 AE0743.The horizontal coordinates were scaled from a topographic map and have
 AE0743.an estimated accuracy of +/- 6 seconds.
 AE0743
 AE0743.The orthometric height was determined by differential leveling
 AE0743.and adjusted by the National Geodetic Survey in June 1991..
 AE0743
 AE0743.The geoid height was determined by GEOID03.
 AE0743
 AE0743.The dynamic height is computed by dividing the NAVD 88
 AE0743.geopotential number by the normal gravity value computed on the
 AE0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0743.degrees latitude (g = 980.6199 gals.).
 AE0743
 AE0743.The modeled gravity was interpolated from observed gravity values.
 AE0743
 AE0743;                    North         East    Units  Estimated Accuracy
 AE0743;SPC TX S     - 5,092,410.      262,650.      MT  (+/- 180 meters Scaled)
 AE0743
 AE0743                          SUPERSEDED SURVEY CONTROL
 AE0743
 AE0743  NGVD 29 (??/??/92)   74.953  (m)          245.91   (f) ADJ UNCH    2 0
 AE0743
 AE0743.Superseded values are not recommended for survey control.
 AE0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0743.See file dsdata.txt to determine how the superseded data were derived.
 AE0743
 AE0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ124310(NAD 83)
 AE0743_MARKER: DB = BENCH MARK DISK
 AE0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0743_STAMPING: C 687 1942
 AE0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0743+STABILITY: SURFACE MOTION
 AE0743
 AE0743  HISTORY     - Date     Condition        Report By
 AE0743  HISTORY     - 1942     MONUMENTED       CGS
 AE0743
 AE0743                          STATION DESCRIPTION
 AE0743
 AE0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0743'9.9 MI NW FROM RIO GRANDE CITY.
 AE0743'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY IN RIO GRANDE
 AE0743'CITY, PROCEED 0.9 MILES WEST ALONG U.S. HIGHWAY NO.83 TO THE
 AE0743'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY, THENCE 9.0 MILES
 AE0743'NORTHWESTERLY ALONG GRAVEL ROAD TO TWO SMALL FRAME HOUSES ON THE
 AE0743'SOUTHWEST SIDE OF ROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AE0743'300.0 FEET SOUTHEAST OF THE SOUTH-MOST HOUSE.  IT IS 85.0 FEET
 AE0743'NORTHEAST OF A WELL WITH A CONCRETE CURBING, 36.0 FEET NORTHWEST OF
 AE0743'THE EAST FENCE CORNER OF A CLEARED FIELD.  IT IS 29.4 FEET SOUTHWEST
 AE0743'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF GRAVEL ROAD, 15.0 FEET
 AE0743'NORTHWEST OF THE CENTERLINE OF A GATE, 2.0 FEET NORTHEAST OF THE RIGHT
 AE0743'OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH WHITE
 AE0743'WOODEN MARKER POST AND PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0543 ***********************************************************************
 AE0543  DESIGNATION -  C 688
 AE0543  PID         -  AE0543
 AE0543  STATE/COUNTY-  TX/HIDALGO
 AE0543  USGS QUAD   -  CITRUS CITY (1980)
 AE0543
 AE0543                         *CURRENT SURVEY CONTROL
 AE0543  ___________________________________________________________________
 AE0543* NAD 83(1986)-  26 18 47.     (N)    098 28 28.     (W)     SCALED    
 AE0543* NAVD 88     -        62.973  (meters)     206.60   (feet)  ADJUSTED  
 AE0543  ___________________________________________________________________
 AE0543  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AE0543  DYNAMIC HT  -          62.868 (meters)     206.26  (feet)  COMP
 AE0543  MODELED GRAV-     978,992.3   (mgal)                       NAVD 88
 AE0543
 AE0543  VERT ORDER  -  SECOND    CLASS 0
 AE0543
 AE0543.The horizontal coordinates were scaled from a topographic map and have
 AE0543.an estimated accuracy of +/- 6 seconds.
 AE0543
 AE0543.The orthometric height was determined by differential leveling
 AE0543.and adjusted by the National Geodetic Survey in June 1991..
 AE0543
 AE0543.The geoid height was determined by GEOID03.
 AE0543
 AE0543.The dynamic height is computed by dividing the NAVD 88
 AE0543.geopotential number by the normal gravity value computed on the
 AE0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0543.degrees latitude (g = 980.6199 gals.).
 AE0543
 AE0543.The modeled gravity was interpolated from observed gravity values.
 AE0543
 AE0543;                    North         East    Units  Estimated Accuracy
 AE0543;SPC TX S     - 5,071,620.      302,550.      MT  (+/- 180 meters Scaled)
 AE0543
 AE0543                          SUPERSEDED SURVEY CONTROL
 AE0543
 AE0543  NGVD 29 (??/??/92)   63.085  (m)          206.97   (f) ADJ UNCH    2 0
 AE0543
 AE0543.Superseded values are not recommended for survey control.
 AE0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0543.See file dsdata.txt to determine how the superseded data were derived.
 AE0543
 AE0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ524104(NAD 83)
 AE0543_MARKER: DB = BENCH MARK DISK
 AE0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0543_STAMPING: C 688 1942
 AE0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0543+STABILITY: SURFACE MOTION
 AE0543
 AE0543  HISTORY     - Date     Condition        Report By
 AE0543  HISTORY     - 1942     MONUMENTED       CGS
 AE0543
 AE0543                          STATION DESCRIPTION
 AE0543
 AE0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0543'4.7 MI N FROM LA JOYA.
 AE0543'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0543'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0543'GRAVEL ROAD LEADING NORTH, THENCE 4.4 MILES NORTHERLY ALONG A GRAVEL
 AE0543'ROAD TO THE TOP OF A SMALL HILL AND SITE OF BENCH MARK.  BENCH MARK IS
 AE0543'ABOUT MIDWAY BETWEEN TWO IRON PIPE CULVERTS UNDER THE ROAD.  IT IS
 AE0543'33.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD.
 AE0543'MONUMENT IS 2.3 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AE0543'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0770 ***********************************************************************
 AE0770  DESIGNATION -  C 689
 AE0770  PID         -  AE0770
 AE0770  STATE/COUNTY-  TX/JIM HOGG
 AE0770  USGS QUAD   -  CUEVITAS (1972)
 AE0770
 AE0770                         *CURRENT SURVEY CONTROL
 AE0770  ___________________________________________________________________
 AE0770* NAD 83(1986)-  26 50 13.     (N)    098 52 01.     (W)     SCALED    
 AE0770* NAVD 88     -       173.420  (meters)     568.96   (feet)  ADJUSTED  
 AE0770  ___________________________________________________________________
 AE0770  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE0770  DYNAMIC HT  -         173.136 (meters)     568.03  (feet)  COMP
 AE0770  MODELED GRAV-     979,006.9   (mgal)                       NAVD 88
 AE0770
 AE0770  VERT ORDER  -  SECOND    CLASS 0
 AE0770
 AE0770.The horizontal coordinates were scaled from a topographic map and have
 AE0770.an estimated accuracy of +/- 6 seconds.
 AE0770
 AE0770.The orthometric height was determined by differential leveling
 AE0770.and adjusted by the National Geodetic Survey in June 1991..
 AE0770
 AE0770.The geoid height was determined by GEOID03.
 AE0770
 AE0770.The dynamic height is computed by dividing the NAVD 88
 AE0770.geopotential number by the normal gravity value computed on the
 AE0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0770.degrees latitude (g = 980.6199 gals.).
 AE0770
 AE0770.The modeled gravity was interpolated from observed gravity values.
 AE0770
 AE0770;                    North         East    Units  Estimated Accuracy
 AE0770;SPC TX S     - 5,129,710.      263,530.      MT  (+/- 180 meters Scaled)
 AE0770
 AE0770                          SUPERSEDED SURVEY CONTROL
 AE0770
 AE0770  NGVD 29 (??/??/92)  173.459  (m)          569.09   (f) ADJ UNCH    2 0
 AE0770
 AE0770.Superseded values are not recommended for survey control.
 AE0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0770.See file dsdata.txt to determine how the superseded data were derived.
 AE0770
 AE0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ132683(NAD 83)
 AE0770_MARKER: DB = BENCH MARK DISK
 AE0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0770_STAMPING: C 689 1942
 AE0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0770+STABILITY: SURFACE MOTION
 AE0770
 AE0770  HISTORY     - Date     Condition        Report By
 AE0770  HISTORY     - 1942     MONUMENTED       CGS
 AE0770  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0770
 AE0770                          STATION DESCRIPTION
 AE0770
 AE0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0770'6.1 MI N FROM VIBORAS.
 AE0770'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED 6.1 MILES NORTHERLY
 AE0770'ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.85 MILE
 AE0770'NORTHWEST OF A SMALL GROCERY STORE AT CUEVITAS.  IT IS 0.15 MILE
 AE0770'SOUTHEAST OF A CATTLE GUARD, 50.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 AE0770'ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.  MONUMENT IS 3.0 FEET
 AE0770'NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2
 AE0770'FOOT.
 AE0770
 AE0770                          STATION RECOVERY (1972)
 AE0770
 AE0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4037 ***********************************************************************
 AW4037  DESIGNATION -  C 692
 AW4037  PID         -  AW4037
 AW4037  STATE/COUNTY-  TX/FORT BEND
 AW4037  USGS QUAD   -  JULIFF (1974)
 AW4037
 AW4037                         *CURRENT SURVEY CONTROL
 AW4037  ___________________________________________________________________
 AW4037* NAD 83(1986)-  29 26 33.     (N)    095 28 34.     (W)     SCALED    
 AW4037* NAVD 88     -        19.49   (+/-2cm)      63.9    (feet)  VERTCON   
 AW4037  ___________________________________________________________________
 AW4037  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW4037
 AW4037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4037
 AW4037.The horizontal coordinates were scaled from a topographic map and have
 AW4037.an estimated accuracy of +/- 6 seconds.
 AW4037
 AW4037.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4037.The vertical order pertains to the NGVD 29 superseded value.
 AW4037
 AW4037.The geoid height was determined by GEOID03.
 AW4037
 AW4037;                    North         East    Units  Estimated Accuracy
 AW4037;SPC TXSC     - 4,183,490.      941,790.      MT  (+/- 180 meters Scaled)
 AW4037
 AW4037                          SUPERSEDED SURVEY CONTROL
 AW4037
 AW4037  NGVD 29 (??/??/92)   19.486  (m)           63.93   (f) ADJ UNCH    2 0
 AW4037
 AW4037.Superseded values are not recommended for survey control.
 AW4037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4037.See file dsdata.txt to determine how the superseded data were derived.
 AW4037
 AW4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN598595(NAD 83)
 AW4037_MARKER: DB = BENCH MARK DISK
 AW4037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4037_SP_SET: CULVERT
 AW4037_STAMPING: C 692 1942
 AW4037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4037+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AW4037
 AW4037  HISTORY     - Date     Condition        Report By
 AW4037  HISTORY     - 1942     MONUMENTED       CGS
 AW4037  HISTORY     - 1987     GOOD             USPSQD
 AW4037  HISTORY     - 1988     GOOD             USPSQD
 AW4037  HISTORY     - 19901208 GOOD             USPSQD
 AW4037  HISTORY     - 19980214 GOOD             USPSQD
 AW4037  HISTORY     - 20040312 GOOD             USPSQD
 AW4037
 AW4037                          STATION DESCRIPTION
 AW4037
 AW4037'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4037'4.15 MI S FROM ARCOLA.
 AW4037'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD JUNCTION AT
 AW4037'ARCOLA, PROCEED 4.15 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 AW4037'TO A DIRT ROAD CROSSING AND TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AW4037'HORIZONTALLY IN THE CENTER AND TOP OF THE NORTH HEADWALL OF A 6X4 FOOT
 AW4037'CONCRETE CULVERT UNDER DIRT ROAD AND CULVERT IS RUNNING PARALLEL WITH
 AW4037'THE TRACK.  IT IS 50.4 FEET EAST OF AND ABOUT LEVEL WITH THE
 AW4037'CENTERLINE OF TRACK, ABOUT 30.0 FEET WEST OF AND ABOUT 2.0 FEET ABOVE
 AW4037'THE CENTERLINE OF STATE HIGHWAY NO.288, ABOUT 12.0 FEET NORTH OF THE
 AW4037'CENTERLINE OF A DIRT ROAD LEADING WEST.
 AW4037
 AW4037                          STATION RECOVERY (1987)
 AW4037
 AW4037'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4037'RECOVERED IN GOOD CONDITION.
 AW4037
 AW4037                          STATION RECOVERY (1988)
 AW4037
 AW4037'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4037'RECOVERED IN GOOD CONDITION.
 AW4037
 AW4037                          STATION RECOVERY (1990)
 AW4037
 AW4037'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW4037'RECOVERED IN GOOD CONDITION.
 AW4037
 AW4037                          STATION RECOVERY (1998)
 AW4037
 AW4037'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4037'RECOVERED IN GOOD CONDITION.
 AW4037
 AW4037                          STATION RECOVERY (2004)
 AW4037
 AW4037'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4037'GO SOUTH ON HW 521 FROM ARCOLA TO N29 27 32.6 W095 28 35.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4094 ***********************************************************************
 AW4094  DESIGNATION -  C 693
 AW4094  PID         -  AW4094
 AW4094  STATE/COUNTY-  TX/BRAZORIA
 AW4094  USGS QUAD   -  ANGLETON (1974)
 AW4094
 AW4094                         *CURRENT SURVEY CONTROL
 AW4094  ___________________________________________________________________
 AW4094* NAD 83(1986)-  29 14 55.     (N)    095 25 49.     (W)     SCALED    
 AW4094* NAVD 88     -        10.53   (+/-2cm)      34.5    (feet)  VERTCON   
 AW4094  ___________________________________________________________________
 AW4094  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW4094
 AW4094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4094
 AW4094.The horizontal coordinates were scaled from a topographic map and have
 AW4094.an estimated accuracy of +/- 6 seconds.
 AW4094
 AW4094.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4094.The vertical order pertains to the NGVD 29 superseded value.
 AW4094
 AW4094.The geoid height was determined by GEOID03.
 AW4094
 AW4094;                    North         East    Units  Estimated Accuracy
 AW4094;SPC TXSC     - 4,162,150.      946,890.      MT  (+/- 180 meters Scaled)
 AW4094
 AW4094                          SUPERSEDED SURVEY CONTROL
 AW4094
 AW4094  NGVD 29 (??/??/92)   10.536  (m)           34.57   (f) ADJ UNCH    2 0
 AW4094
 AW4094.Superseded values are not recommended for survey control.
 AW4094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4094.See file dsdata.txt to determine how the superseded data were derived.
 AW4094
 AW4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN638379(NAD 83)
 AW4094_MARKER: DB = BENCH MARK DISK
 AW4094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4094_STAMPING: C 693 1942
 AW4094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4094+STABILITY: SURFACE MOTION
 AW4094
 AW4094  HISTORY     - Date     Condition        Report By
 AW4094  HISTORY     - 1942     MONUMENTED       CGS
 AW4094  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW4094  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW4094
 AW4094                          STATION DESCRIPTION
 AW4094
 AW4094'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4094'2.0 MI E FROM CHENANGO.
 AW4094'TO REACH FROM THE RAILROAD STATION AT CHENANGO, PROCEED 0.15 MILE
 AW4094'SOUTH ALONG THE MISSOURI PACIFIC RAILROAD TO THE INTERSECTION OF A
 AW4094'DIRT ROAD LEADING EAST, THENCE GO 1.85 MILES EAST ON DIRT ROAD TO THE
 AW4094'INTERSECTION OF A DIRT CROSS ROAD AND SITE OF BENCH MARK.  BENCH MARK
 AW4094'IS SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION, ABOUT 57.0 FEET
 AW4094'WEST OF THE CENTERLINE OF THE NORTH AND SOUTH ROAD.  IT IS 30.0 FEET
 AW4094'SOUTH OF, ABOUT THE SAME ELEVATION AS THE CENTERLINE OF EAST AND WEST
 AW4094'ROAD, ABOUT 1.0 FOOT NORTH OF THE RIGHT OF WAY FENCE.  MONUMENT IS 2.0
 AW4094'FEET WEST OF A 4 X 4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4
 AW4094'FOOT, AND SET IN A CONCRETE POST.
 AW4094
 AW4094                          STATION RECOVERY (1963)
 AW4094
 AW4094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4094'MARK NOT FOUND.
 AW4094
 AW4094                          STATION RECOVERY (1997)
 AW4094
 AW4094'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1263 ***********************************************************************
 AN1263  DESIGNATION -  C 695
 AN1263  PID         -  AN1263
 AN1263  STATE/COUNTY-  TX/REFUGIO
 AN1263  USGS QUAD   -  LAKE PASTURE (1979)
 AN1263
 AN1263                         *CURRENT SURVEY CONTROL
 AN1263  ___________________________________________________________________
 AN1263* NAD 83(1986)-  28 29 44.     (N)    097 04 19.     (W)     SCALED    
 AN1263* NAVD 88     -        23.29   (+/-2cm)      76.4    (feet)  VERTCON   
 AN1263  ___________________________________________________________________
 AN1263  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1263
 AN1263  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1263
 AN1263.The horizontal coordinates were scaled from a topographic map and have
 AN1263.an estimated accuracy of +/- 6 seconds.
 AN1263
 AN1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1263.The vertical order pertains to the NGVD 29 superseded value.
 AN1263
 AN1263.The geoid height was determined by GEOID03.
 AN1263
 AN1263;                    North         East    Units  Estimated Accuracy
 AN1263;SPC TXSC     - 4,074,950.      788,760.      MT  (+/- 180 meters Scaled)
 AN1263
 AN1263                          SUPERSEDED SURVEY CONTROL
 AN1263
 AN1263  NGVD 29 (??/??/92)   23.427  (m)           76.86   (f) ADJ UNCH    1 2
 AN1263
 AN1263.Superseded values are not recommended for survey control.
 AN1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1263.See file dsdata.txt to determine how the superseded data were derived.
 AN1263
 AN1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS887536(NAD 83)
 AN1263_MARKER: DB = BENCH MARK DISK
 AN1263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1263_SP_SET: CULVERT
 AN1263_STAMPING: C 695 1943
 AN1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1263
 AN1263  HISTORY     - Date     Condition        Report By
 AN1263  HISTORY     - 1943     MONUMENTED       CGS
 AN1263  HISTORY     - 1950     GOOD             NGS
 AN1263  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1263  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1263
 AN1263                          STATION DESCRIPTION
 AN1263
 AN1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1263'5.5 MI SW FROM MCFADDIN.
 AN1263'5.5 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1263'RAILROAD FROM THE STATION AT MCFADDIN, 3 POLES SOUTHWEST OF MILEPOST
 AN1263'204, 89 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 15 FEET NORTHWEST OF THE
 AN1263'CENTER LINE OF U.S. HIGHWAY 77, SET IN THE TOP OF THE SOUTHWEST END OF
 AN1263'THE NORTHWEST HEADWALL OF A 2X10 FOOT CONCRETE CULVERT UNDER THE
 AN1263'HIGHWAY.
 AN1263
 AN1263                          STATION RECOVERY (1994)
 AN1263
 AN1263'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1263'MARK NOT FOUND.
 AN1263
 AN1263                          STATION RECOVERY (1999)
 AN1263
 AN1263'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2437 ***********************************************************************
 AN2437  DESIGNATION -  C 695 RESET
 AN2437  PID         -  AN2437
 AN2437  STATE/COUNTY-  TX/REFUGIO
 AN2437  USGS QUAD   -  LAKE PASTURE (1979)
 AN2437
 AN2437                         *CURRENT SURVEY CONTROL
 AN2437  ___________________________________________________________________
 AN2437* NAD 83(1986)-  28 29 46.     (N)    097 04 27.     (W)     SCALED    
 AN2437* NAVD 88     -        22.92   (meters)      75.2    (feet)  RESET     
 AN2437  ___________________________________________________________________
 AN2437  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN2437
 AN2437  VERT ORDER  -  THIRD
 AN2437
 AN2437.The horizontal coordinates were scaled from a topographic map and have
 AN2437.an estimated accuracy of +/- 6 seconds.
 AN2437
 AN2437.The orthometric height was computed from unverified reset data.
 AN2437
 AN2437.The geoid height was determined by GEOID03.
 AN2437
 AN2437;                    North         East    Units  Estimated Accuracy
 AN2437;SPC TXSC     - 4,075,010.      788,540.      MT  (+/- 180 meters Scaled)
 AN2437
 AN2437                          SUPERSEDED SURVEY CONTROL
 AN2437
 AN2437  NGVD 29 (01/29/03)   23.07   (m)           75.7    (f) RESET       3  
 AN2437
 AN2437.Superseded values are not recommended for survey control.
 AN2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2437.See file dsdata.txt to determine how the superseded data were derived.
 AN2437
 AN2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS884536(NAD 83)
 AN2437_MARKER: DV = VERTICAL CONTROL DISK
 AN2437_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN2437_SP_SET: HEADWALL
 AN2437_STAMPING: C 695 RESET 1985
 AN2437_MARK LOGO: NGS   
 AN2437_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2437+STABILITY: SURFACE MOTION
 AN2437
 AN2437  HISTORY     - Date     Condition        Report By
 AN2437  HISTORY     - 1985     MONUMENTED       TXHD
 AN2437  HISTORY     - 19940716 GOOD             USPSQD
 AN2437  HISTORY     - 19990726 GOOD             USPSQD
 AN2437
 AN2437                          STATION DESCRIPTION
 AN2437
 AN2437'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1985
 AN2437'19.75 MILES (31.78 KM) NORTHEAST ALONG US HIGHWAY 77 FROM THE
 AN2437'COURTHOUSE AT REFUGIO, IN THE TOP AND 1 FOOT (0.3 M) SOUTHWEST OF THE
 AN2437'NORTHWEST CORNER OF THE LEFT HEADWALL OF A BOX CULVERT, 30.5 FEET
 AN2437'(9.3 M) NORTHWEST OF SOUTHBOUND LANE STATION 1800+46, 2.0 FOOT
 AN2437'(0.6 M) BELOW HIGHWAY.
 AN2437
 AN2437                          STATION RECOVERY (1994)
 AN2437
 AN2437'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2437'RECOVERED IN GOOD CONDITION.
 AN2437
 AN2437                          STATION RECOVERY (1999)
 AN2437
 AN2437'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1832 ***********************************************************************
 AN1832  DESIGNATION -  C 695 RESET 1978
 AN1832  PID         -  AN1832
 AN1832  STATE/COUNTY-  TX/REFUGIO
 AN1832  USGS QUAD   -  LAKE PASTURE (1979)
 AN1832
 AN1832                         *CURRENT SURVEY CONTROL
 AN1832  ___________________________________________________________________
 AN1832* NAD 83(1986)-  28 29 46.     (N)    097 04 27.     (W)     SCALED    
 AN1832* NAVD 88     -        23.064  (meters)      75.67   (feet)  ADJUSTED  
 AN1832  ___________________________________________________________________
 AN1832  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1832  DYNAMIC HT  -          23.030 (meters)      75.56  (feet)  COMP
 AN1832  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 AN1832
 AN1832  VERT ORDER  -  FIRST     CLASS I
 AN1832
 AN1832.The horizontal coordinates were scaled from a topographic map and have
 AN1832.an estimated accuracy of +/- 6 seconds.
 AN1832
 AN1832.The orthometric height was determined by differential leveling
 AN1832.and adjusted by the National Geodetic Survey in June 1991..
 AN1832
 AN1832.The geoid height was determined by GEOID03.
 AN1832
 AN1832.The dynamic height is computed by dividing the NAVD 88
 AN1832.geopotential number by the normal gravity value computed on the
 AN1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1832.degrees latitude (g = 980.6199 gals.).
 AN1832
 AN1832.The modeled gravity was interpolated from observed gravity values.
 AN1832
 AN1832;                    North         East    Units  Estimated Accuracy
 AN1832;SPC TXSC     - 4,075,010.      788,540.      MT  (+/- 180 meters Scaled)
 AN1832
 AN1832                          SUPERSEDED SURVEY CONTROL
 AN1832
 AN1832  NGVD 29 (??/??/92)   23.208  (m)           76.14   (f) ADJ UNCH    1 1
 AN1832
 AN1832.Superseded values are not recommended for survey control.
 AN1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1832.See file dsdata.txt to determine how the superseded data were derived.
 AN1832
 AN1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS884536(NAD 83)
 AN1832_MARKER: DB = BENCH MARK DISK
 AN1832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1832_SP_SET: HEADWALL
 AN1832_STAMPING: C 695 1943 RESET 1978
 AN1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1832
 AN1832  HISTORY     - Date     Condition        Report By
 AN1832  HISTORY     - 1978     MONUMENTED       NGS
 AN1832  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1832  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1832
 AN1832                          STATION DESCRIPTION
 AN1832
 AN1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1832'19.75 MI NE FROM REFUGIO.
 AN1832'19.75 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE IN
 AN1832'REFUGIO, SET IN THE TOP OF AND 1 FT NORTHEAST OF THE SOUTHWEST END
 AN1832'OF THE NORTHWEST HEADWALL OF A BOX CULVERT, 20 FT NORTHWEST OF THE
 AN1832'CENTER LINE OF THE HIGHWAY.
 AN1832
 AN1832                          STATION RECOVERY (1994)
 AN1832
 AN1832'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1832'MARK NOT FOUND.
 AN1832
 AN1832                          STATION RECOVERY (1999)
 AN1832
 AN1832'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0582 ***********************************************************************
 AN0582  DESIGNATION -  C 696
 AN0582  PID         -  AN0582
 AN0582  STATE/COUNTY-  TX/CALHOUN
 AN0582  USGS QUAD   -  KAMEY (1995)
 AN0582
 AN0582                         *CURRENT SURVEY CONTROL
 AN0582  ___________________________________________________________________
 AN0582* NAD 83(1986)-  28 37 58.     (N)    096 44 15.     (W)     SCALED    
 AN0582* NAVD 88     -         9.80   (+/-2cm)      32.2    (feet)  VERTCON   
 AN0582  ___________________________________________________________________
 AN0582  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0582
 AN0582  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0582
 AN0582.The horizontal coordinates were scaled from a topographic map and have
 AN0582.an estimated accuracy of +/- 6 seconds.
 AN0582
 AN0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0582.The vertical order pertains to the NGVD 29 superseded value.
 AN0582
 AN0582.The geoid height was determined by GEOID03.
 AN0582
 AN0582;                    North         East    Units  Estimated Accuracy
 AN0582;SPC TXSC     - 4,090,740.      821,200.      MT  (+/- 180 meters Scaled)
 AN0582
 AN0582                          SUPERSEDED SURVEY CONTROL
 AN0582
 AN0582  NGVD 29 (??/??/92)    9.927  (m)           32.57   (f) ADJ UNCH    1 2
 AN0582
 AN0582.Superseded values are not recommended for survey control.
 AN0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0582.See file dsdata.txt to determine how the superseded data were derived.
 AN0582
 AN0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS211693(NAD 83)
 AN0582_MARKER: DB = BENCH MARK DISK
 AN0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0582_SP_SET: CULVERT
 AN0582_STAMPING: C 696 1943
 AN0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0582
 AN0582  HISTORY     - Date     Condition        Report By
 AN0582  HISTORY     - 1943     MONUMENTED       CGS
 AN0582  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0582
 AN0582                          STATION DESCRIPTION
 AN0582
 AN0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0582'7.4 MI NW FROM PORT LAVACA.
 AN0582'TO REACH FROM THE RAILROAD STATION AT PORT LAVACA, PROCEED 7.4 MILES
 AN0582'NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD TO A 30.0 FOOT 4 SECTION
 AN0582'HIGHWAY CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS 66.0 FEET
 AN0582'SOUTHWEST OF THE CENTERLINE OF TRACK.  IT IS 18.0 FEET NORTHEAST OF
 AN0582'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF STATE HIGHWAY NO. 87 AND
 AN0582'SET HORIZONTALLY IN THE NORTHWEST END OF THE NORTHEAST CONCRETE
 AN0582'HEADWALL OF CULVERT.  STAMPED C 696 1943 AND SET IN A DRILL HOLE.
 AN0582'NOTE-- THIS BENCH MARK IS ALSO 6.9 MILES SOUTHEAST OF RAILROAD STATION
 AN0582'AT PLACEDO.
 AN0582
 AN0582                          STATION RECOVERY (1998)
 AN0582
 AN0582'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0583 ***********************************************************************
 AN0583  DESIGNATION -  C 696 RESET 1966
 AN0583  PID         -  AN0583
 AN0583  STATE/COUNTY-  TX/CALHOUN
 AN0583  USGS QUAD   -  KAMEY (1995)
 AN0583
 AN0583                         *CURRENT SURVEY CONTROL
 AN0583  ___________________________________________________________________
 AN0583* NAD 83(1986)-  28 37 58.     (N)    096 44 15.     (W)     SCALED    
 AN0583* NAVD 88     -         9.74   (+/-2cm)      32.0    (feet)  VERTCON   
 AN0583  ___________________________________________________________________
 AN0583  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN0583
 AN0583  VERT ORDER  -  THIRD (See Below)
 AN0583
 AN0583.The horizontal coordinates were scaled from a topographic map and have
 AN0583.an estimated accuracy of +/- 6 seconds.
 AN0583
 AN0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0583.The vertical order pertains to the NGVD 29 superseded value.
 AN0583
 AN0583.The geoid height was determined by GEOID03.
 AN0583
 AN0583;                    North         East    Units  Estimated Accuracy
 AN0583;SPC TXSC     - 4,090,740.      821,200.      MT  (+/- 180 meters Scaled)
 AN0583
 AN0583                          SUPERSEDED SURVEY CONTROL
 AN0583
 AN0583  NGVD 29 (??/??/??)    9.87   (m)           32.4    (f) RESET       3  
 AN0583
 AN0583.Superseded values are not recommended for survey control.
 AN0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0583.See file dsdata.txt to determine how the superseded data were derived.
 AN0583
 AN0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS211693(NAD 83)
 AN0583_MARKER: DB = BENCH MARK DISK
 AN0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0583_SP_SET: CULVERT
 AN0583_STAMPING: C 696 RESET 1966
 AN0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0583
 AN0583  HISTORY     - Date     Condition        Report By
 AN0583  HISTORY     - 1966     MONUMENTED       CGS
 AN0583  HISTORY     - 19980725 GOOD             USPSQD
 AN0583
 AN0583                          STATION DESCRIPTION
 AN0583
 AN0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AN0583'7.4 MI NE FROM PORT LAVACA.
 AN0583'7.4 NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 AN0583'PORT LAVACA, 56 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 28 FEET
 AN0583'NORTHEAST OF THE CENTERLINE OF U.S.HIGHWAY 87, AND SET IN THE TOP OF
 AN0583'THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A SKEWED 30 FT. FOUR
 AN0583'BARREL CONCRETE CULVERT.  NOTE-- THIS BENCH MARK IS ALSO 6.9 MILES
 AN0583'SOUTHEAST OF THE STATION AT PLACEDO.
 AN0583
 AN0583                          STATION RECOVERY (1998)
 AN0583
 AN0583'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0705 ***********************************************************************
 AN0705  DESIGNATION -  C 697
 AN0705  PID         -  AN0705
 AN0705  STATE/COUNTY-  TX/VICTORIA
 AN0705  USGS QUAD   -  INEZ (1995)
 AN0705
 AN0705                         *CURRENT SURVEY CONTROL
 AN0705  ___________________________________________________________________
 AN0705* NAD 83(1986)-  28 53 03.     (N)    096 45 56.     (W)     SCALED    
 AN0705* NAVD 88     -        16.97   (+/-2cm)      55.7    (feet)  VERTCON   
 AN0705  ___________________________________________________________________
 AN0705  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0705
 AN0705  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0705
 AN0705.The horizontal coordinates were scaled from a topographic map and have
 AN0705.an estimated accuracy of +/- 6 seconds.
 AN0705
 AN0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0705.The vertical order pertains to the NGVD 29 superseded value.
 AN0705
 AN0705.The geoid height was determined by GEOID03.
 AN0705
 AN0705;                    North         East    Units  Estimated Accuracy
 AN0705;SPC TXSC     - 4,118,540.      817,930.      MT  (+/- 180 meters Scaled)
 AN0705
 AN0705                          SUPERSEDED SURVEY CONTROL
 AN0705
 AN0705  NGVD 29 (??/??/92)   17.04   (m)           55.9    (f) COMPUTED    2 0
 AN0705
 AN0705.Superseded values are not recommended for survey control.
 AN0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0705.See file dsdata.txt to determine how the superseded data were derived.
 AN0705
 AN0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS179972(NAD 83)
 AN0705_MARKER: DB = BENCH MARK DISK
 AN0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0705_STAMPING: C 697 1943
 AN0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0705+STABILITY: SURFACE MOTION
 AN0705
 AN0705  HISTORY     - Date     Condition        Report By
 AN0705  HISTORY     - 1943     MONUMENTED       CGS
 AN0705  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0705  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN0705
 AN0705                          STATION DESCRIPTION
 AN0705
 AN0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0705'1.9 MI SE FROM INEZ.
 AN0705'TO REACH FROM THE SCHOOL HOUSE AT INEZ, PROCEED 1.9 MILES SOUTHEAST
 AN0705'ALONG A GRAVEL ROAD TO A LANE ROAD LEADING EAST TO A FARM HOUSE AND
 AN0705'SITE OF BENCH MARK.  BENCH MARK IS 30.0 FEET NORTHEAST OF AND ABOUT
 AN0705'THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 13.5 FEET
 AN0705'NORTHWEST OF THE CENTERLINE OF LANE ROAD, ABOUT 6.0 FEET NORTHWEST OF
 AN0705'A FENCE CORNER AND ABOUT 2.0 FEET NORTHEAST OF THE RIGHT OF WAY FENCE
 AN0705'AND IN LINE WITH A ROW OF POWER LINE POLES.  MONUMENT IS 3.0 FEET
 AN0705'SOUTHEAST OF A 4X4 INCH WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
 AN0705
 AN0705                          STATION RECOVERY (1972)
 AN0705
 AN0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN0705'MARK NOT FOUND.
 AN0705
 AN0705                          STATION RECOVERY (1991)
 AN0705
 AN0705'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0706 ***********************************************************************
 AN0706  DESIGNATION -  C 697 RESET 1957
 AN0706  PID         -  AN0706
 AN0706  STATE/COUNTY-  TX/VICTORIA
 AN0706  USGS QUAD   -  INEZ (1995)
 AN0706
 AN0706                         *CURRENT SURVEY CONTROL
 AN0706  ___________________________________________________________________
 AN0706* NAD 83(1986)-  28 53 03.     (N)    096 45 57.     (W)     SCALED    
 AN0706* NAVD 88     -        17.06   (+/-2cm)      56.0    (feet)  VERTCON   
 AN0706  ___________________________________________________________________
 AN0706  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0706
 AN0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0706
 AN0706.The horizontal coordinates were scaled from a topographic map and have
 AN0706.an estimated accuracy of +/- 6 seconds.
 AN0706
 AN0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0706.The vertical order pertains to the NGVD 29 superseded value.
 AN0706
 AN0706.The geoid height was determined by GEOID03.
 AN0706
 AN0706;                    North         East    Units  Estimated Accuracy
 AN0706;SPC TXSC     - 4,118,540.      817,900.      MT  (+/- 180 meters Scaled)
 AN0706
 AN0706                          SUPERSEDED SURVEY CONTROL
 AN0706
 AN0706  NGVD 29 (??/??/92)   17.133  (m)           56.21   (f) ADJ UNCH    2 0
 AN0706
 AN0706.Superseded values are not recommended for survey control.
 AN0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0706.See file dsdata.txt to determine how the superseded data were derived.
 AN0706
 AN0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS178972(NAD 83)
 AN0706_MARKER: DB = BENCH MARK DISK
 AN0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0706_STAMPING: C 697 RESET 1957
 AN0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0706+STABILITY: SURFACE MOTION
 AN0706
 AN0706  HISTORY     - Date     Condition        Report By
 AN0706  HISTORY     - 1957     MONUMENTED       CGS
 AN0706  HISTORY     - 1972     GOOD             NGS
 AN0706  HISTORY     - 19910428 GOOD             USPSQD
 AN0706
 AN0706                          STATION DESCRIPTION
 AN0706
 AN0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0706'2.0 MI SE FROM INEZ.
 AN0706'ABOUT 2.0 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO. 444 FROM THE
 AN0706'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, 52 FEET NORTHEAST
 AN0706'OF THE CENTER LINE OF THE FARM ROAD, 50 FEET SOUTHEAST OF THE EXTENDED
 AN0706'CENTER LINE OF A DRIVEWAY LEADING SOUTHWEST TO A FRAME HOUSE, 32 FEET
 AN0706'NORTHWEST OF A POWER LINE POLE WITH A TRANSFORMER, 1.8 FEET NORTHWEST
 AN0706'OF A CORNER FENCE POST, 1.2 FEET NORTHEAST OF A FENCE LINE, 3.7 FEET
 AN0706'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE FARM ROAD AND
 AN0706'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL
 AN0706'OF THE GROUND.
 AN0706
 AN0706                          STATION RECOVERY (1991)
 AN0706
 AN0706'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0603 ***********************************************************************
 AN0603  DESIGNATION -  C 698
 AN0603  PID         -  AN0603
 AN0603  STATE/COUNTY-  TX/VICTORIA
 AN0603  USGS QUAD   -  VICTORIA EAST (1995)
 AN0603
 AN0603                         *CURRENT SURVEY CONTROL
 AN0603  ___________________________________________________________________
 AN0603* NAD 83(1986)-  28 46 16.     (N)    096 53 26.     (W)     SCALED    
 AN0603* NAVD 88     -        22.94   (+/-2cm)      75.3    (feet)  VERTCON   
 AN0603  ___________________________________________________________________
 AN0603  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0603
 AN0603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0603
 AN0603.The horizontal coordinates were scaled from a topographic map and have
 AN0603.an estimated accuracy of +/- 6 seconds.
 AN0603
 AN0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0603.The vertical order pertains to the NGVD 29 superseded value.
 AN0603
 AN0603.The geoid height was determined by GEOID03.
 AN0603
 AN0603;                    North         East    Units  Estimated Accuracy
 AN0603;SPC TXSC     - 4,105,790.      805,960.      MT  (+/- 180 meters Scaled)
 AN0603
 AN0603                          SUPERSEDED SURVEY CONTROL
 AN0603
 AN0603  NGVD 29 (??/??/92)   23.042  (m)           75.60   (f) ADJ UNCH    2 0
 AN0603
 AN0603.Superseded values are not recommended for survey control.
 AN0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0603.See file dsdata.txt to determine how the superseded data were derived.
 AN0603
 AN0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS059844(NAD 83)
 AN0603_MARKER: DB = BENCH MARK DISK
 AN0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0603_STAMPING: C 698 1943
 AN0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0603+STABILITY: SURFACE MOTION
 AN0603
 AN0603  HISTORY     - Date     Condition        Report By
 AN0603  HISTORY     - 1943     MONUMENTED       CGS
 AN0603
 AN0603                          STATION DESCRIPTION
 AN0603
 AN0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0603'2.4 MI NE FROM GUADALUPE.
 AN0603'2.4 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AN0603'GUADALUPE, VICTORIA COUNTY, 300 FEET SOUTHWEST OF A LARGE FARMHOUSE ON
 AN0603'THE SOUTHEAST SIDE OF THE ROAD, 22.6 FEET NORTHWEST OF THE CENTERLINE
 AN0603'OF THE ROAD, 3 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT NORTHWEST OF
 AN0603'THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AN0603'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C 698 1943
 AN0603'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 AN0603'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0987 ***********************************************************************
 AN0987  DESIGNATION -  C 699
 AN0987  PID         -  AN0987
 AN0987  STATE/COUNTY-  TX/VICTORIA
 AN0987  USGS QUAD   -  MC FADDIN (1987)
 AN0987
 AN0987                         *CURRENT SURVEY CONTROL
 AN0987  ___________________________________________________________________
 AN0987* NAD 83(1986)-  28 36 21.     (N)    097 02 38.     (W)     SCALED    
 AN0987* NAVD 88     -        25.95   (+/-2cm)      85.1    (feet)  VERTCON   
 AN0987  ___________________________________________________________________
 AN0987  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0987
 AN0987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0987
 AN0987.The horizontal coordinates were scaled from a topographic map and have
 AN0987.an estimated accuracy of +/- 6 seconds.
 AN0987
 AN0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0987.The vertical order pertains to the NGVD 29 superseded value.
 AN0987
 AN0987.The geoid height was determined by GEOID03.
 AN0987
 AN0987;                    North         East    Units  Estimated Accuracy
 AN0987;SPC TXSC     - 4,087,220.      791,300.      MT  (+/- 180 meters Scaled)
 AN0987
 AN0987                          SUPERSEDED SURVEY CONTROL
 AN0987
 AN0987  NGVD 29 (??/??/92)   26.080  (m)           85.56   (f) ADJ UNCH    2 0
 AN0987
 AN0987.Superseded values are not recommended for survey control.
 AN0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0987.See file dsdata.txt to determine how the superseded data were derived.
 AN0987
 AN0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS912658(NAD 83)
 AN0987_MARKER: DB = BENCH MARK DISK
 AN0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0987_SP_SET: CULVERT
 AN0987_STAMPING: C 699 1943
 AN0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0987
 AN0987  HISTORY     - Date     Condition        Report By
 AN0987  HISTORY     - 1943     MONUMENTED       CGS
 AN0987  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0987
 AN0987                          STATION DESCRIPTION
 AN0987
 AN0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0987'5.0 MI NW FROM MCFADDIN.
 AN0987'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AN0987'AT MCFADDIN, PROCEED 1.9 MILES WEST ALONG A GRAVEL ROAD TO THE
 AN0987'INTERSECTION OF U.S. HIGHWAY NO. 77, THENCE GO 3.1 MILES NORTH ALONG
 AN0987'U.S. HIGHWAY NO. 77 TO A 3X4 FOOT 2 SECTION CONCRETE CULVERT UNDER
 AN0987'HIGHWAY AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AN0987'SOUTH END OF THE WEST CONCRETE HEADWALL OF CULVERT.  IT IS 15.6 FEET
 AN0987'WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF HIGHWAY.
 AN0987
 AN0987                          STATION RECOVERY (1990)
 AN0987
 AN0987'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0988 ***********************************************************************
 AN0988  DESIGNATION -  C 699 RESET 1954
 AN0988  PID         -  AN0988
 AN0988  STATE/COUNTY-  TX/VICTORIA
 AN0988  USGS QUAD   -  MC FADDIN (1987)
 AN0988
 AN0988                         *CURRENT SURVEY CONTROL
 AN0988  ___________________________________________________________________
 AN0988* NAD 83(1986)-  28 36 21.     (N)    097 02 38.     (W)     SCALED    
 AN0988* NAVD 88     -        25.95   (+/-2cm)      85.1    (feet)  VERTCON   
 AN0988  ___________________________________________________________________
 AN0988  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0988
 AN0988  VERT ORDER  -  THIRD (See Below)
 AN0988
 AN0988.The horizontal coordinates were scaled from a topographic map and have
 AN0988.an estimated accuracy of +/- 6 seconds.
 AN0988
 AN0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0988.The vertical order pertains to the NGVD 29 superseded value.
 AN0988
 AN0988.The geoid height was determined by GEOID03.
 AN0988
 AN0988;                    North         East    Units  Estimated Accuracy
 AN0988;SPC TXSC     - 4,087,220.      791,300.      MT  (+/- 180 meters Scaled)
 AN0988
 AN0988                          SUPERSEDED SURVEY CONTROL
 AN0988
 AN0988  NGVD 29 (01/29/03)   26.08   (m)           85.6    (f) RESET       3  
 AN0988
 AN0988.Superseded values are not recommended for survey control.
 AN0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0988.See file dsdata.txt to determine how the superseded data were derived.
 AN0988
 AN0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS912658(NAD 83)
 AN0988_MARKER: DD = SURVEY DISK
 AN0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0988_SP_SET: CULVERT
 AN0988_STAMPING: C 699 RESET 1954
 AN0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0988
 AN0988  HISTORY     - Date     Condition        Report By
 AN0988  HISTORY     - 1954     MONUMENTED       TXHD
 AN0988  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0988
 AN0988                          STATION DESCRIPTION
 AN0988
 AN0988'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AN0988'5.0 MI N FROM MCFADDIN.
 AN0988'1.9 MILES WEST ALONG FARM-TO-MARKET ROAD 445 FROM THE MISSOURI PACIFIC
 AN0988'RAILROAD STATION AT MCFADDIN, VICTORIA COUNTY, THENCE 3.1 MILES NORTH
 AN0988'ALONG U.S. HIGHWAY 77.  AT A CONCRETE CULVERT, IN THE TOP OF THE WEST
 AN0988'HEADWALL, 30.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.5
 AN0988'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 699 RESET
 AN0988'1954.
 AN0988
 AN0988                          STATION RECOVERY (1990)
 AN0988
 AN0988'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0146 ***********************************************************************
 EO0146  DESIGNATION -  C 70
 EO0146  PID         -  EO0146
 EO0146  STATE/COUNTY-  TX/LAMB
 EO0146  USGS QUAD   -  SUDAN (1981)
 EO0146
 EO0146                         *CURRENT SURVEY CONTROL
 EO0146  ___________________________________________________________________
 EO0146* NAD 83(1986)-  34 07 05.     (N)    102 35 27.     (W)     SCALED    
 EO0146* NAVD 88     -      1167.812  (meters)    3831.40   (feet)  ADJUSTED  
 EO0146  ___________________________________________________________________
 EO0146  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 EO0146  DYNAMIC HT  -        1166.294 (meters)    3826.42  (feet)  COMP
 EO0146  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 EO0146
 EO0146  VERT ORDER  -  FIRST     CLASS II
 EO0146
 EO0146.The horizontal coordinates were scaled from a topographic map and have
 EO0146.an estimated accuracy of +/- 6 seconds.
 EO0146
 EO0146.The orthometric height was determined by differential leveling
 EO0146.and adjusted by the National Geodetic Survey in June 1991..
 EO0146
 EO0146.The geoid height was determined by GEOID03.
 EO0146
 EO0146.The dynamic height is computed by dividing the NAVD 88
 EO0146.geopotential number by the normal gravity value computed on the
 EO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0146.degrees latitude (g = 980.6199 gals.).
 EO0146
 EO0146.The modeled gravity was interpolated from observed gravity values.
 EO0146
 EO0146;                    North         East    Units  Estimated Accuracy
 EO0146;SPC TXNC     - 2,279,200.      222,670.      MT  (+/- 180 meters Scaled)
 EO0146
 EO0146                          SUPERSEDED SURVEY CONTROL
 EO0146
 EO0146  NGVD 29 (??/??/92) 1167.265  (m)         3829.60   (f) ADJ UNCH    1 2
 EO0146
 EO0146.Superseded values are not recommended for survey control.
 EO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0146.See file dsdata.txt to determine how the superseded data were derived.
 EO0146
 EO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT221778(NAD 83)
 EO0146_MARKER: DB = BENCH MARK DISK
 EO0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0146_SP_SET: PIER
 EO0146_STAMPING: 3829.602 C 70 1930
 EO0146_MARK LOGO: CGS   
 EO0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0146
 EO0146  HISTORY     - Date     Condition        Report By
 EO0146  HISTORY     - 1930     MONUMENTED       CGS
 EO0146  HISTORY     - 1934     GOOD             NGS
 EO0146  HISTORY     - 1982     GOOD             NGS
 EO0146
 EO0146                          STATION DESCRIPTION
 EO0146
 EO0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EO0146'2.8 MI S FROM MILL.
 EO0146'IN LAMB COUNTY, ABOUT 2.8 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE
 EO0146'RAILWAY FROM MILL, BAILEY COUNTY, ABOUT 0.8 MILE SOUTH OF MILEPOST 32,
 EO0146'AT BRIDGE 32A, IN THE SOUTH PIER, AND ON THE EAST SIDE OF THE TRACK.
 EO0146
 EO0146                          STATION RECOVERY (1982)
 EO0146
 EO0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0146'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  17.0 KM (10.55
 EO0146'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S.
 EO0146'HIGHWAY 70 IN MULESHOE, 0.3 KM (0.2 MI) NORTHWEST OF RAILROAD MILEPOST
 EO0146'33, 0.2 KM (0.1 MI) NORTHWEST OF THE JUNCTION OF A GRAVELED ROAD, IN
 EO0146'TOP OF THE NORTHEAST CORNER OF THE SOUTHEAST CONCRETE ABUTMENT OF THE
 EO0146'SANTA FE RAILROAD TRESTLE, 45.7 METERS (149.9 FT) NORTHEAST OF THE
 EO0146'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 2.1 METERS
 EO0146'(6.9 FT) NORTHEAST OF THE NEAR RAIL.
 EO0146'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0192 ***********************************************************************
 BO0192  DESIGNATION -  C 700 RESET 1966
 BO0192  PID         -  BO0192
 BO0192  STATE/COUNTY-  TX/CROCKETT
 BO0192  USGS QUAD   -  INDIO HILL (1967)
 BO0192
 BO0192                         *CURRENT SURVEY CONTROL
 BO0192  ___________________________________________________________________
 BO0192* NAD 83(1986)-  30 45 16.     (N)    101 11 39.     (W)     SCALED    
 BO0192* NAVD 88     -       726.28   (meters)    2382.8    (feet)  RESET     
 BO0192  ___________________________________________________________________
 BO0192  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 BO0192
 BO0192  VERT ORDER  -  THIRD
 BO0192
 BO0192.The horizontal coordinates were scaled from a topographic map and have
 BO0192.an estimated accuracy of +/- 6 seconds.
 BO0192
 BO0192.The orthometric height was computed from unverified reset data.
 BO0192
 BO0192.The geoid height was determined by GEOID03.
 BO0192
 BO0192;                    North         East    Units  Estimated Accuracy
 BO0192;SPC TX C     - 3,120,910.      617,590.      MT  (+/- 180 meters Scaled)
 BO0192
 BO0192                          SUPERSEDED SURVEY CONTROL
 BO0192
 BO0192.No superseded survey control is available for this station.
 BO0192
 BO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV899044(NAD 83)
 BO0192_MARKER: DB = BENCH MARK DISK
 BO0192_SETTING: 80 = SET IN A BOULDER
 BO0192_SP_SET: BOULDER
 BO0192_STAMPING: C 700 RESET 1966
 BO0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0192+STABILITY: SURFACE MOTION
 BO0192
 BO0192  HISTORY     - Date     Condition        Report By
 BO0192  HISTORY     - 1966     MONUMENTED       CGS
 BO0192  HISTORY     - 1967     GOOD             USGS
 BO0192
 BO0192                          STATION DESCRIPTION
 BO0192
 BO0192'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BO0192'3.2 MI N FROM OZONA.
 BO0192'ABOUT 3.2 MILES NORTH ALONG TEXAS STATE HIGHWAY 163 FROM OZONA
 BO0192'NATIONAL BANK OZONA, TEXAS.  AT A CONCRETE BRIDGE ACROSS DRAW, 60 FEET
 BO0192'SOUTH AND 156 FEET WEST OF CENTER OF BRIDGE 84 FEET WEST OF WEST
 BO0192'HIGHWAY R/W FENCE LINE AND 50 FEET NORTH OF DRAW IN A LARGE FLAT
 BO0192'LIMESTONE BOULDER FLUSH WITH GROUND A STANDARD C AND GS BRONZE DISK
 BO0192'CEMENTED IN DRILL HOLE AND STAMPED C 700 RESET 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0348 ***********************************************************************
 CB0348  DESIGNATION -  C 701
 CB0348  PID         -  CB0348
 CB0348  STATE/COUNTY-  TX/IRION
 CB0348  USGS QUAD   -  BARNHART SW (1971)
 CB0348
 CB0348                         *CURRENT SURVEY CONTROL
 CB0348  ___________________________________________________________________
 CB0348* NAD 83(1986)-  31 05 02.     (N)    101 10 02.     (W)     SCALED    
 CB0348* NAVD 88     -       814.047  (meters)    2670.75   (feet)  ADJUSTED  
 CB0348  ___________________________________________________________________
 CB0348  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CB0348  DYNAMIC HT  -         812.869 (meters)    2666.89  (feet)  COMP
 CB0348  MODELED GRAV-     979,166.6   (mgal)                       NAVD 88
 CB0348
 CB0348  VERT ORDER  -  SECOND    CLASS 0
 CB0348
 CB0348.The horizontal coordinates were scaled from a topographic map and have
 CB0348.an estimated accuracy of +/- 6 seconds.
 CB0348
 CB0348.The orthometric height was determined by differential leveling
 CB0348.and adjusted by the National Geodetic Survey in June 1991..
 CB0348
 CB0348.The geoid height was determined by GEOID03.
 CB0348
 CB0348.The dynamic height is computed by dividing the NAVD 88
 CB0348.geopotential number by the normal gravity value computed on the
 CB0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0348.degrees latitude (g = 980.6199 gals.).
 CB0348
 CB0348.The modeled gravity was interpolated from observed gravity values.
 CB0348
 CB0348;                    North         East    Units  Estimated Accuracy
 CB0348;SPC TX C     - 3,157,400.      620,440.      MT  (+/- 180 meters Scaled)
 CB0348
 CB0348                          SUPERSEDED SURVEY CONTROL
 CB0348
 CB0348  NGVD 29 (??/??/92)  813.794  (m)         2669.92   (f) ADJ UNCH    2 0
 CB0348
 CB0348.Superseded values are not recommended for survey control.
 CB0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0348.See file dsdata.txt to determine how the superseded data were derived.
 CB0348
 CB0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV932409(NAD 83)
 CB0348_MARKER: DB = BENCH MARK DISK
 CB0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0348_SP_SET: CULVERT
 CB0348_STAMPING: C 701 1942
 CB0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0348
 CB0348  HISTORY     - Date     Condition        Report By
 CB0348  HISTORY     - 1942     MONUMENTED       CGS
 CB0348  HISTORY     - 1966     SEE DESCRIPTION  NGS
 CB0348  HISTORY     - 1966     MARK NOT FOUND   LOCENG
 CB0348
 CB0348                          STATION DESCRIPTION
 CB0348
 CB0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CB0348'3.1 MI S FROM BARNHART.
 CB0348'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE JUNCTION OF
 CB0348'U.S. HIGHWAY 67 AT BARNHART, IRION COUNTY, AT AN 8-FOOT CONCRETE
 CB0348'CULVERT, IN THE TOP OF THE SOUTH WING WALL, 19.8 FEET SOUTH OF A
 CB0348'DAGGER BUSH, 16 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 INCHES
 CB0348'WEST OF THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 CB0348'DISK, STAMPED C 701 1942.
 CB0348
 CB0348                          STATION RECOVERY (1966)
 CB0348
 CB0348'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 CB0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0291 ***********************************************************************
 BO0291  DESIGNATION -  C 703
 BO0291  PID         -  BO0291
 BO0291  STATE/COUNTY-  TX/VAL VERDE
 BO0291  USGS QUAD   -  PANDALE (1970)
 BO0291
 BO0291                         *CURRENT SURVEY CONTROL
 BO0291  ___________________________________________________________________
 BO0291* NAD 83(1986)-  30 10 44.     (N)    101 32 55.     (W)     SCALED    
 BO0291* NAVD 88     -       500.584  (meters)    1642.33   (feet)  ADJUSTED  
 BO0291  ___________________________________________________________________
 BO0291  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 BO0291  DYNAMIC HT  -         499.844 (meters)    1639.90  (feet)  COMP
 BO0291  MODELED GRAV-     979,149.1   (mgal)                       NAVD 88
 BO0291
 BO0291  VERT ORDER  -  FIRST     CLASS II
 BO0291
 BO0291.The horizontal coordinates were scaled from a topographic map and have
 BO0291.an estimated accuracy of +/- 6 seconds.
 BO0291
 BO0291.The orthometric height was determined by differential leveling
 BO0291.and adjusted by the National Geodetic Survey in June 1991..
 BO0291
 BO0291.The geoid height was determined by GEOID03.
 BO0291
 BO0291.The dynamic height is computed by dividing the NAVD 88
 BO0291.geopotential number by the normal gravity value computed on the
 BO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0291.degrees latitude (g = 980.6199 gals.).
 BO0291
 BO0291.The modeled gravity was interpolated from observed gravity values.
 BO0291
 BO0291;                    North         East    Units  Estimated Accuracy
 BO0291;SPC TXSC     - 4,262,630.      354,560.      MT  (+/- 180 meters Scaled)
 BO0291
 BO0291                          SUPERSEDED SURVEY CONTROL
 BO0291
 BO0291  NGVD 29 (??/??/92)  500.449  (m)         1641.89   (f) ADJ UNCH    1 2
 BO0291
 BO0291.Superseded values are not recommended for survey control.
 BO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0291.See file dsdata.txt to determine how the superseded data were derived.
 BO0291
 BO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU545413(NAD 83)
 BO0291_MARKER: DB = BENCH MARK DISK
 BO0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0291_STAMPING: C 703 1942
 BO0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0291+STABILITY: SURFACE MOTION
 BO0291
 BO0291  HISTORY     - Date     Condition        Report By
 BO0291  HISTORY     - 1942     MONUMENTED       CGS
 BO0291  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0291
 BO0291                          STATION DESCRIPTION
 BO0291
 BO0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0291'0.75 MI S FROM PANDALE.
 BO0291'THIS MARK IS ABOUT 0.75 MILE ALONG A DIRT ROAD FROM SCHOOLHOUSE AT
 BO0291'PANDALE, VAL VERDE COUNTY, 22.4 FEET NORTHEAST OF THE CENTER LINE OF
 BO0291'THE DIRT ROAD, 139.4 FEET WEST OF A TELEPHONE POLE, 21.3 FEET
 BO0291'SOUTHEAST OF A SMALL MESQUITE TREE, 48.4 FEET NORTHEAST OF A SECOND
 BO0291'SMALL MESQUITE TREE, ABOUT LEVEL WITH THE ROAD.
 BO0291
 BO0291                          STATION RECOVERY (1970)
 BO0291
 BO0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0305 ***********************************************************************
 AZ0305  DESIGNATION -  C 704
 AZ0305  PID         -  AZ0305
 AZ0305  STATE/COUNTY-  TX/VAL VERDE
 AZ0305  USGS QUAD   -  HARKELL CANYON (1973)
 AZ0305
 AZ0305                         *CURRENT SURVEY CONTROL
 AZ0305  ___________________________________________________________________
 AZ0305* NAD 83(1986)-  29 53 43.     (N)    101 34 29.     (W)     SCALED    
 AZ0305* NAVD 88     -       458.375  (meters)    1503.85   (feet)  ADJUSTED  
 AZ0305  ___________________________________________________________________
 AZ0305  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AZ0305  DYNAMIC HT  -         457.697 (meters)    1501.63  (feet)  COMP
 AZ0305  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 AZ0305
 AZ0305  VERT ORDER  -  FIRST     CLASS II
 AZ0305
 AZ0305.The horizontal coordinates were scaled from a topographic map and have
 AZ0305.an estimated accuracy of +/- 6 seconds.
 AZ0305
 AZ0305.The orthometric height was determined by differential leveling
 AZ0305.and adjusted by the National Geodetic Survey in June 1991..
 AZ0305
 AZ0305.The geoid height was determined by GEOID03.
 AZ0305
 AZ0305.The dynamic height is computed by dividing the NAVD 88
 AZ0305.geopotential number by the normal gravity value computed on the
 AZ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0305.degrees latitude (g = 980.6199 gals.).
 AZ0305
 AZ0305.The modeled gravity was interpolated from observed gravity values.
 AZ0305
 AZ0305;                    North         East    Units  Estimated Accuracy
 AZ0305;SPC TXSC     - 4,231,260.      351,360.      MT  (+/- 180 meters Scaled)
 AZ0305
 AZ0305                          SUPERSEDED SURVEY CONTROL
 AZ0305
 AZ0305  NGVD 29 (??/??/92)  458.250  (m)         1503.44   (f) ADJ UNCH    1 2
 AZ0305
 AZ0305.Superseded values are not recommended for survey control.
 AZ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0305.See file dsdata.txt to determine how the superseded data were derived.
 AZ0305
 AZ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU513099(NAD 83)
 AZ0305_MARKER: DB = BENCH MARK DISK
 AZ0305_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0305_SP_SET: OUTCROP
 AZ0305_STAMPING: C 704 1942
 AZ0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0305+STABILITY: POSITION/ELEVATION WELL
 AZ0305
 AZ0305  HISTORY     - Date     Condition        Report By
 AZ0305  HISTORY     - 1942     MONUMENTED       CGS
 AZ0305  HISTORY     - 1973     GOOD             USGS
 AZ0305  HISTORY     - 20010607 GOOD             USPSQD
 AZ0305
 AZ0305                          STATION DESCRIPTION
 AZ0305
 AZ0305'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0305'6.8 MI N FROM LANGTRY.
 AZ0305'ABOUT 6.7 MI. NORTH ALONG THE DIRT ROAD TO PANDALE FROM THE SOUTHERN
 AZ0305'PACIFIC CO. RAILROAD STATION AT LANGTRY, 0.1 MI. NORTH OF THE HARKELL
 AZ0305'CANYON DRAINAGE CROSSING,     ING, ABOUT 150 FEET WEST ALONG A RANCH
 AZ0305'ROAD FROM THE PANDALE ROAD, 43.6 FEET SOUTHWEST OF THE CENTER LINE OF
 AZ0305'THE RANCH ROAD, IN THE TOP OF A FLAT ROCK OUTCROP, NEAR A ROCK CAIRN
 AZ0305'AND ABOUT 2 INCHES LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED C
 AZ0305'704 1942.
 AZ0305
 AZ0305                          STATION RECOVERY (2001)
 AZ0305
 AZ0305'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0505 ***********************************************************************
 CD0505  DESIGNATION -  C 705
 CD0505  PID         -  CD0505
 CD0505  STATE/COUNTY-  TX/HUDSPETH
 CD0505  USGS QUAD   -  PIERCE RANCH (1979)
 CD0505
 CD0505                         *CURRENT SURVEY CONTROL
 CD0505  ___________________________________________________________________
 CD0505* NAD 83(1993)-  31 21 54.12817(N)    105 20 57.69652(W)     ADJUSTED  
 CD0505* NAVD 88     -      1394.861  (meters)    4576.31   (feet)  ADJUSTED  
 CD0505  ___________________________________________________________________
 CD0505  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 CD0505  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0505  DYNAMIC HT  -        1392.672 (meters)    4569.12  (feet)  COMP
 CD0505  MODELED GRAV-     979,021.4   (mgal)                       NAVD 88
 CD0505
 CD0505  HORZ ORDER  -  THIRD
 CD0505  VERT ORDER  -  FIRST     CLASS II
 CD0505
 CD0505.The horizontal coordinates were established by classical geodetic methods
 CD0505.and adjusted by the National Geodetic Survey in February 1996..
 CD0505
 CD0505.The orthometric height was determined by differential leveling
 CD0505.and adjusted by the National Geodetic Survey in June 1991..
 CD0505.WARNING-Repeat measurements at this control monument indicate possible
 CD0505.vertical movement.
 CD0505
 CD0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0505
 CD0505.The geoid height was determined by GEOID03.
 CD0505
 CD0505.The dynamic height is computed by dividing the NAVD 88
 CD0505.geopotential number by the normal gravity value computed on the
 CD0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0505.degrees latitude (g = 980.6199 gals.).
 CD0505
 CD0505.The modeled gravity was interpolated from observed gravity values.
 CD0505
 CD0505;                    North         East     Units Scale Factor Converg.
 CD0505;SPC TX C     - 3,199,030.858   222,991.151   MT  0.99990181   -2 35 00.8
 CD0505;SPC TX C     -10,495,487.07    731,596.80   sFT  0.99990181   -2 35 00.8
 CD0505;UTM  13      - 3,470,110.916   466,775.591   MT  0.99961361   -0 10 54.6
 CD0505
 CD0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0505!SPC TX C     -   0.99978460  x   0.99990181  =   0.99968643
 CD0505!UTM  13      -   0.99978460  x   0.99961361  =   0.99939829
 CD0505
 CD0505:                Primary Azimuth Mark                     Grid Az
 CD0505:SPC TX C     -  RED                                      041 16 23.1
 CD0505:UTM  13      -  RED                                      038 52 16.9
 CD0505
 CD0505|---------------------------------------------------------------------|
 CD0505| PID    Reference Object                     Distance      Geod. Az  |
 CD0505|                                                           dddmmss.s |
 CD0505| CD1046 RED                                 APPROX. 5.9 KM 0384122.3 |
 CD0505|---------------------------------------------------------------------|
 CD0505
 CD0505                          SUPERSEDED SURVEY CONTROL
 CD0505
 CD0505  NAD 83(1986)-  31 21 54.13232(N)    105 20 57.69172(W) AD(       ) 3
 CD0505  NAD 27      -  31 21 53.68694(N)    105 20 55.85324(W) AD(       ) 3
 CD0505  NGVD 29 (??/??/92) 1394.284  (m)         4574.41   (f) ADJ UNCH    1 2
 CD0505
 CD0505.Superseded values are not recommended for survey control.
 CD0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0505.See file dsdata.txt to determine how the superseded data were derived.
 CD0505
 CD0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6677670111(NAD 83)
 CD0505_MARKER: DB = BENCH MARK DISK
 CD0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0505_STAMPING: C 705 1942
 CD0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0505+STABILITY: SURFACE MOTION
 CD0505
 CD0505  HISTORY     - Date     Condition        Report By
 CD0505  HISTORY     - 1942     MONUMENTED       CGS
 CD0505  HISTORY     - 1945     GOOD             USGS
 CD0505  HISTORY     - 1958     GOOD             NGS
 CD0505
 CD0505                          STATION DESCRIPTION
 CD0505
 CD0505'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CD0505'STATION MARK IS ABOUT 14.95 MI. N. ALONG GRADED DIRT ROAD FROM
 CD0505'RAILROAD STATION AT SIERRA BLANCA.  33.5 FT. W. FROM CENTER OF ROAD,
 CD0505'1 FT. E. OF WIRE FENCE.
 CD0505'
 CD0505'STATION MARK--STANDARD NGS LEVEL BM STAMPED -C 705 1942- IN A CONCRETE
 CD0505'POST.
 CD0505
 CD0505                          STATION RECOVERY (1958)
 CD0505
 CD0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0505'14.65 MI N FROM SIERRA BLANCA.
 CD0505'ABOUT 14.65 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0505'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 35 FEET WEST OF THE CENTER
 CD0505'LINE OF THE ROAD, 22 FEET NORTH OF A TELEPHONE POLE, 1 1/2 FEET EAST
 CD0505'OF A FENCE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 6
 CD0505'INCHES ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0505'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0455 ***********************************************************************
 CD0455  DESIGNATION -  C 706
 CD0455  PID         -  CD0455
 CD0455  STATE/COUNTY-  TX/HUDSPETH
 CD0455  USGS QUAD   -  HUECO STATION (1984)
 CD0455
 CD0455                         *CURRENT SURVEY CONTROL
 CD0455  ___________________________________________________________________
 CD0455* NAD 83(1986)-  31 43 21.     (N)    105 22 20.     (W)     SCALED    
 CD0455* NAVD 88     -      1257.684  (meters)    4126.25   (feet)  ADJUSTED  
 CD0455  ___________________________________________________________________
 CD0455  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CD0455  DYNAMIC HT  -        1255.787 (meters)    4120.03  (feet)  COMP
 CD0455  MODELED GRAV-     979,087.8   (mgal)                       NAVD 88
 CD0455
 CD0455  VERT ORDER  -  FIRST     CLASS II
 CD0455
 CD0455.The horizontal coordinates were scaled from a topographic map and have
 CD0455.an estimated accuracy of +/- 6 seconds.
 CD0455
 CD0455.The orthometric height was determined by differential leveling
 CD0455.and adjusted by the National Geodetic Survey in June 1991..
 CD0455
 CD0455.The geoid height was determined by GEOID03.
 CD0455
 CD0455.The dynamic height is computed by dividing the NAVD 88
 CD0455.geopotential number by the normal gravity value computed on the
 CD0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0455.degrees latitude (g = 980.6199 gals.).
 CD0455
 CD0455.The modeled gravity was interpolated from observed gravity values.
 CD0455
 CD0455;                    North         East    Units  Estimated Accuracy
 CD0455;SPC TX C     - 3,238,720.      222,610.      MT  (+/- 180 meters Scaled)
 CD0455
 CD0455                          SUPERSEDED SURVEY CONTROL
 CD0455
 CD0455  NGVD 29 (??/??/92) 1257.132  (m)         4124.44   (f) ADJ UNCH    1 2
 CD0455
 CD0455.Superseded values are not recommended for survey control.
 CD0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0455.See file dsdata.txt to determine how the superseded data were derived.
 CD0455
 CD0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR647097(NAD 83)
 CD0455_MARKER: DB = BENCH MARK DISK
 CD0455_SETTING: 0 = UNSPECIFIED SETTING
 CD0455_STAMPING: C 706 1943
 CD0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0455
 CD0455  HISTORY     - Date     Condition        Report By
 CD0455  HISTORY     - 1943     MONUMENTED       CGS
 CD0455  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0455  HISTORY     - 1977     MARK NOT FOUND   NGS
 CD0455
 CD0455                          STATION DESCRIPTION
 CD0455
 CD0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0455'40.65 MI N FROM SIERRA BLANCA.
 CD0455'THIS MARK IS ABOUT 40.65 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE
 CD0455'RAILROAD STATION AT SIERRA BLANCA, HUDSPETH COUNTY, AND ABOUT 2.8
 CD0455'MILES SOUTH FROM THE INTERSECTION OF U. S. HIGHWAY 62, 27.6 FEET WEST
 CD0455'OF THE CENTER LINE OF THE DIRT ROAD, 1.4 FEET EAST OF A WIRE FENCE
 CD0455'WHICH RUNS PARALLEL WITH THE ROAD, ABOUT 0.55 MILE NORTH OF THE HUECO
 CD0455'OIL PUMPING STATION, ABOUT 4-INCHES HIGHER THAN THE ROAD, 2.0 FEET
 CD0455'SOUTH OF A STANDARD REFERENCE POST.  NOTE-- THE NEW ROAD CROSSES THE
 CD0455'OLD ROAD AT ABOUT THE LOCATION OF THIS MARK AND IT COULD HAVE BEEN
 CD0455'DESTROYED IN CONSTRUCTION.
 CD0455
 CD0455                          STATION RECOVERY (1977)
 CD0455
 CD0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0455'THIS MARK WAS NOT RECOVERED IN 1958 NOR ON THIS DATE.  IT IS
 CD0455'BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0401 ***********************************************************************
 BP0401  DESIGNATION -  C 707
 BP0401  PID         -  BP0401
 BP0401  STATE/COUNTY-  TX/BREWSTER
 BP0401  USGS QUAD   -  ELEPHANT MOUNTAIN (1983)
 BP0401
 BP0401                         *CURRENT SURVEY CONTROL
 BP0401  ___________________________________________________________________
 BP0401* NAD 83(1986)-  30 07 04.     (N)    103 34 55.     (W)     SCALED    
 BP0401* NAVD 88     -      1418.336  (meters)    4653.32   (feet)  ADJUSTED  
 BP0401  ___________________________________________________________________
 BP0401  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 BP0401  DYNAMIC HT  -        1415.991 (meters)    4645.63  (feet)  COMP
 BP0401  MODELED GRAV-     978,937.9   (mgal)                       NAVD 88
 BP0401
 BP0401  VERT ORDER  -  SECOND    CLASS 0
 BP0401
 BP0401.The horizontal coordinates were scaled from a topographic map and have
 BP0401.an estimated accuracy of +/- 6 seconds.
 BP0401
 BP0401.The orthometric height was determined by differential leveling
 BP0401.and adjusted by the National Geodetic Survey in June 1991..
 BP0401
 BP0401.The geoid height was determined by GEOID03.
 BP0401
 BP0401.The dynamic height is computed by dividing the NAVD 88
 BP0401.geopotential number by the normal gravity value computed on the
 BP0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0401.degrees latitude (g = 980.6199 gals.).
 BP0401
 BP0401.The modeled gravity was interpolated from observed gravity values.
 BP0401
 BP0401;                    North         East    Units  Estimated Accuracy
 BP0401;SPC TXSC     - 4,261,830.      158,560.      MT  (+/- 180 meters Scaled)
 BP0401
 BP0401                          SUPERSEDED SURVEY CONTROL
 BP0401
 BP0401  NGVD 29 (??/??/92) 1417.832  (m)         4651.67   (f) ADJ UNCH    2 0
 BP0401
 BP0401.Superseded values are not recommended for survey control.
 BP0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0401.See file dsdata.txt to determine how the superseded data were derived.
 BP0401
 BP0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP366326(NAD 83)
 BP0401_MARKER: DB = BENCH MARK DISK
 BP0401_SETTING: 66 = SET IN ROCK OUTCROP
 BP0401_SP_SET: ROCK OUTCROP
 BP0401_STAMPING: C 707 1943
 BP0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0401+STABILITY: POSITION/ELEVATION WELL
 BP0401
 BP0401  HISTORY     - Date     Condition        Report By
 BP0401  HISTORY     - 1943     MONUMENTED       CGS
 BP0401  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0401  HISTORY     - 19961008 MARK NOT FOUND   USPSQD
 BP0401
 BP0401                          STATION DESCRIPTION
 BP0401
 BP0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BP0401'21.4 MI SW FROM ALPINE.
 BP0401'THIS MARK IS ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE
 BP0401'RAILROAD STATION AT ALPINE, BREWSTER COUNTY, AND ABOUT 20.7 MILES
 BP0401'SOUTHWEST ALONG A DIRT ROAD, 23 FEET NORTHWEST OF THE CENTER LINE OF
 BP0401'THE DIRT ROAD, 5.8 FEET SOUTHEAST OF A WIRE FENCE WHICH RUNS PARALLEL
 BP0401'WITH THE ROAD, 97.4 FEET NORTHEAST OF A 5-INCH CEDAR TREE, SET IN THE
 BP0401'TOP OF A VOLCANIC ROCK OUTCROP AND SURROUNDED BY A CIRCLE OF ROCKS,
 BP0401'ABOUT 3 FEET HIGHER THAN THE ROAD.
 BP0401
 BP0401                          STATION RECOVERY (1958)
 BP0401
 BP0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0401'MARK NOT FOUND.
 BP0401
 BP0401                          STATION RECOVERY (1996)
 BP0401
 BP0401'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0290 ***********************************************************************
 BA0290  DESIGNATION -  C 708
 BA0290  PID         -  BA0290
 BA0290  STATE/COUNTY-  TX/BREWSTER
 BA0290  USGS QUAD   -  BUCK HILL (1983)
 BA0290
 BA0290                         *CURRENT SURVEY CONTROL
 BA0290  ___________________________________________________________________
 BA0290* NAD 83(1986)-  29 47 25.     (N)    103 34 41.     (W)     SCALED    
 BA0290* NAVD 88     -      1165.844  (meters)    3824.94   (feet)  ADJUSTED  
 BA0290  ___________________________________________________________________
 BA0290  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 BA0290  DYNAMIC HT  -        1163.926 (meters)    3818.65  (feet)  COMP
 BA0290  MODELED GRAV-     978,957.2   (mgal)                       NAVD 88
 BA0290
 BA0290  VERT ORDER  -  SECOND    CLASS 0
 BA0290
 BA0290.The horizontal coordinates were scaled from a topographic map and have
 BA0290.an estimated accuracy of +/- 6 seconds.
 BA0290
 BA0290.The orthometric height was determined by differential leveling
 BA0290.and adjusted by the National Geodetic Survey in June 1991..
 BA0290
 BA0290.The geoid height was determined by GEOID03.
 BA0290
 BA0290.The dynamic height is computed by dividing the NAVD 88
 BA0290.geopotential number by the normal gravity value computed on the
 BA0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0290.degrees latitude (g = 980.6199 gals.).
 BA0290
 BA0290.The modeled gravity was interpolated from observed gravity values.
 BA0290
 BA0290;                    North         East    Units  Estimated Accuracy
 BA0290;SPC TXSC     - 4,225,550.      157,510.      MT  (+/- 180 meters Scaled)
 BA0290
 BA0290                          SUPERSEDED SURVEY CONTROL
 BA0290
 BA0290  NGVD 29 (??/??/92) 1165.369  (m)         3823.38   (f) ADJ UNCH    2 0
 BA0290
 BA0290.Superseded values are not recommended for survey control.
 BA0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0290.See file dsdata.txt to determine how the superseded data were derived.
 BA0290
 BA0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN374963(NAD 83)
 BA0290_MARKER: DB = BENCH MARK DISK
 BA0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0290_STAMPING: C 708 1943
 BA0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0290+STABILITY: SURFACE MOTION
 BA0290
 BA0290  HISTORY     - Date     Condition        Report By
 BA0290  HISTORY     - 1943     MONUMENTED       CGS
 BA0290  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0290
 BA0290                          STATION DESCRIPTION
 BA0290
 BA0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0290'39.65 MI N FROM TERLINGUA.
 BA0290'THIS MARK IS ABOUT 39.65 MILES NORTH ALONG A DIRT ROAD FROM THE CHISOS
 BA0290'HOTEL AT TERLINGUA, BREWSTER COUNTY, ABOUT 250 FEET SOUTH OF A DIRT
 BA0290'ROAD RUNNING EAST TO THE SEMNES RANCH, 84.4 FEET EAST OF THE CENTER
 BA0290'LINE OF THE DIRT ROAD, 1.8 FEET WEST OF A WIRE FENCE WHICH RUNS NORTH
 BA0290'AND SOUTH, ABOUT 2-INCHES HIGHER THAN THE ROAD, 2 FEET NORTH OF A
 BA0290'STANDARD REFERENCE POST.
 BA0290
 BA0290                          STATION RECOVERY (1958)
 BA0290
 BA0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0252 ***********************************************************************
 BA0252  DESIGNATION -  C 709
 BA0252  PID         -  BA0252
 BA0252  STATE/COUNTY-  TX/BREWSTER
 BA0252  USGS QUAD   -  HEN EGG MOUNTAIN (1971)
 BA0252
 BA0252                         *CURRENT SURVEY CONTROL
 BA0252  ___________________________________________________________________
 BA0252* NAD 83(1986)-  29 26 46.     (N)    103 34 20.     (W)     SCALED    
 BA0252* NAVD 88     -       893.964  (meters)    2932.95   (feet)  ADJUSTED  
 BA0252  ___________________________________________________________________
 BA0252  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BA0252  DYNAMIC HT  -         892.510 (meters)    2928.18  (feet)  COMP
 BA0252  MODELED GRAV-     978,987.2   (mgal)                       NAVD 88
 BA0252
 BA0252  VERT ORDER  -  SECOND    CLASS 0
 BA0252
 BA0252.The horizontal coordinates were scaled from a topographic map and have
 BA0252.an estimated accuracy of +/- 6 seconds.
 BA0252
 BA0252.The orthometric height was determined by differential leveling
 BA0252.and adjusted by the National Geodetic Survey in June 1991..
 BA0252
 BA0252.The geoid height was determined by GEOID03.
 BA0252
 BA0252.The dynamic height is computed by dividing the NAVD 88
 BA0252.geopotential number by the normal gravity value computed on the
 BA0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0252.degrees latitude (g = 980.6199 gals.).
 BA0252
 BA0252.The modeled gravity was interpolated from observed gravity values.
 BA0252
 BA0252;                    North         East    Units  Estimated Accuracy
 BA0252;SPC TXSC     - 4,187,410.      156,590.      MT  (+/- 180 meters Scaled)
 BA0252
 BA0252                          SUPERSEDED SURVEY CONTROL
 BA0252
 BA0252  NGVD 29 (??/??/92)  893.505  (m)         2931.44   (f) ADJ UNCH    2 0
 BA0252
 BA0252.Superseded values are not recommended for survey control.
 BA0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0252.See file dsdata.txt to determine how the superseded data were derived.
 BA0252
 BA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN384582(NAD 83)
 BA0252_MARKER: DB = BENCH MARK DISK
 BA0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0252_STAMPING: C 709 1943
 BA0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0252+STABILITY: SURFACE MOTION
 BA0252
 BA0252  HISTORY     - Date     Condition        Report By
 BA0252  HISTORY     - 1943     MONUMENTED       CGS
 BA0252  HISTORY     - 1958     GOOD             NGS
 BA0252  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0252
 BA0252                          STATION DESCRIPTION
 BA0252
 BA0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0252'11.1 MI NE FROM TERLINGUA.
 BA0252'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0252'TERLINGUA, THENCE ABOUT 10.1 MILES NORTHEAST ALONG A GRADED DIRT ROAD.
 BA0252'21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 100 YARDS
 BA0252'SOUTHEAST OF TERLINGUA CREEK, ABOUT 67 YARDS NORTHWEST OF A CURVE
 BA0252'AROUND A PROMINENT HILL, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 BA0252'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 BA0252'CONCRETE POST PROJECTING 4 INCHES.
 BA0252
 BA0252                          STATION RECOVERY (2001)
 BA0252
 BA0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0252'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0381 ***********************************************************************
 DP0381  DESIGNATION -  C 71
 DP0381  PID         -  DP0381
 DP0381  STATE/COUNTY-  TX/LUBBOCK
 DP0381  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0381
 DP0381                         *CURRENT SURVEY CONTROL
 DP0381  ___________________________________________________________________
 DP0381* NAD 83(1986)-  33 36 52.     (N)    101 53 13.     (W)     SCALED    
 DP0381* NAVD 88     -       982.058  (meters)    3221.97   (feet)  POSTED    
 DP0381  ___________________________________________________________________
 DP0381  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DP0381  DYNAMIC HT  -         980.780 (meters)    3217.78  (feet)  COMP
 DP0381  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 DP0381
 DP0381  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0381
 DP0381.The horizontal coordinates were scaled from a topographic map and have
 DP0381.an estimated accuracy of +/- 6 seconds.
 DP0381
 DP0381.The orthometric height was determined by differential leveling
 DP0381.and adjusted by the National Geodetic Survey in 1992..
 DP0381.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0381.rate of 1.1 thru 2.0 mm/km.
 DP0381
 DP0381.The geoid height was determined by GEOID03.
 DP0381
 DP0381.The dynamic height is computed by dividing the NAVD 88
 DP0381.geopotential number by the normal gravity value computed on the
 DP0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0381.degrees latitude (g = 980.6199 gals.).
 DP0381
 DP0381.The modeled gravity was interpolated from observed gravity values.
 DP0381
 DP0381;                    North         East    Units  Estimated Accuracy
 DP0381;SPC TXNC     - 2,221,060.      285,770.      MT  (+/- 180 meters Scaled)
 DP0381
 DP0381                          SUPERSEDED SURVEY CONTROL
 DP0381
 DP0381  NGVD 29 (??/??/92)  981.675  (m)         3220.71   (f) ADJ UNCH    1 2
 DP0381
 DP0381.Superseded values are not recommended for survey control.
 DP0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0381.See file dsdata.txt to determine how the superseded data were derived.
 DP0381
 DP0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC321231(NAD 83)
 DP0381_MARKER: DB = BENCH MARK DISK
 DP0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0381_STAMPING: 3220.712 C 71 1930
 DP0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0381+STABILITY: SURFACE MOTION
 DP0381
 DP0381  HISTORY     - Date     Condition        Report By
 DP0381  HISTORY     - 1930     MONUMENTED       CGS
 DP0381  HISTORY     - 1934     GOOD             NGS
 DP0381  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0381
 DP0381                          STATION DESCRIPTION
 DP0381
 DP0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0381'3 MI NW FROM LUBBOCK.
 DP0381'3 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0381'LUBBOCK, LUBBOCK COUNTY, ABOUT 1/2 MILE SOUTHEAST OF MILEPOST 86,
 DP0381'ABOUT 265 FEET SOUTHEAST OF A CROSSROAD, OPPOSITE THE NORTH END OF A
 DP0381'RAIL RACK, 48 FEET SOUTHWEST OF THE TRACK, AT THE EDGE OF THE
 DP0381'RIGHT-OF-WAY, 2 FEET EAST OF THE FENCE, AND SET IN THE TOP OF A
 DP0381'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 DP0381
 DP0381                          STATION RECOVERY (1982)
 DP0381
 DP0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0381'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0312 ***********************************************************************
 CB0312  DESIGNATION -  C 710
 CB0312  PID         -  CB0312
 CB0312  STATE/COUNTY-  TX/STERLING
 CB0312  USGS QUAD   -  CUMBIE DRAW (1963)
 CB0312
 CB0312                         *CURRENT SURVEY CONTROL
 CB0312  ___________________________________________________________________
 CB0312* NAD 83(1986)-  31 51 24.     (N)    101 05 50.     (W)     SCALED    
 CB0312* NAVD 88     -       721.196  (meters)    2366.12   (feet)  ADJUSTED  
 CB0312  ___________________________________________________________________
 CB0312  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 CB0312  DYNAMIC HT  -         720.212 (meters)    2362.90  (feet)  COMP
 CB0312  MODELED GRAV-     979,251.9   (mgal)                       NAVD 88
 CB0312
 CB0312  VERT ORDER  -  SECOND    CLASS 0
 CB0312
 CB0312.The horizontal coordinates were scaled from a topographic map and have
 CB0312.an estimated accuracy of +/- 6 seconds.
 CB0312
 CB0312.The orthometric height was determined by differential leveling
 CB0312.and adjusted by the National Geodetic Survey in June 1991..
 CB0312
 CB0312.The geoid height was determined by GEOID03.
 CB0312
 CB0312.The dynamic height is computed by dividing the NAVD 88
 CB0312.geopotential number by the normal gravity value computed on the
 CB0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0312.degrees latitude (g = 980.6199 gals.).
 CB0312
 CB0312.The modeled gravity was interpolated from observed gravity values.
 CB0312
 CB0312;                    North         East    Units  Estimated Accuracy
 CB0312;SPC TX C     - 3,243,030.      627,710.      MT  (+/- 180 meters Scaled)
 CB0312
 CB0312                          SUPERSEDED SURVEY CONTROL
 CB0312
 CB0312  NGVD 29 (??/??/92)  720.971  (m)         2365.39   (f) ADJ UNCH    2 0
 CB0312
 CB0312.Superseded values are not recommended for survey control.
 CB0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0312.See file dsdata.txt to determine how the superseded data were derived.
 CB0312
 CB0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA015264(NAD 83)
 CB0312_MARKER: DB = BENCH MARK DISK
 CB0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0312_STAMPING: C 710 1942
 CB0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0312+STABILITY: SURFACE MOTION
 CB0312
 CB0312  HISTORY     - Date     Condition        Report By
 CB0312  HISTORY     - 1942     MONUMENTED       CGS
 CB0312  HISTORY     - 1962     MARK NOT FOUND   USGS
 CB0312  HISTORY     - 1973     MARK NOT FOUND   TXHD
 CB0312
 CB0312                          STATION DESCRIPTION
 CB0312
 CB0312'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0312'7.2 MI NW FROM STERLING CITY.
 CB0312'3.3 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM STERLING CITY,
 CB0312'STERLING COUNTY, 3.9 MILES WEST ALONG THE GARDEN CITY HIGHWAY.  0.2
 CB0312'MILE EAST OF A DRAW, 57 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CB0312'17.5 FEET WEST OF A POLE, IN LINE WITH THE ROW OF POLES, 1 FOOT NORTH
 CB0312'OF THE SOUTH RIGHT-OF-WAY FENCE, LEVEL WITH THE HIGHWAY.  AND SET IN
 CB0312'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 CB0312
 CB0312                          STATION RECOVERY (1973)
 CB0312
 CB0312'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0337 ***********************************************************************
 CB0337  DESIGNATION -  C 711
 CB0337  PID         -  CB0337
 CB0337  STATE/COUNTY-  TX/GLASSCOCK
 CB0337  USGS QUAD   -  GARDEN CITY (1963)
 CB0337
 CB0337                         *CURRENT SURVEY CONTROL
 CB0337  ___________________________________________________________________
 CB0337* NAD 83(1986)-  31 51 46.     (N)    101 29 50.     (W)     SCALED    
 CB0337* NAVD 88     -       806.277  (meters)    2645.26   (feet)  ADJUSTED  
 CB0337  ___________________________________________________________________
 CB0337  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CB0337  DYNAMIC HT  -         805.159 (meters)    2641.59  (feet)  COMP
 CB0337  MODELED GRAV-     979,226.4   (mgal)                       NAVD 88
 CB0337
 CB0337  VERT ORDER  -  SECOND    CLASS 0
 CB0337
 CB0337.The horizontal coordinates were scaled from a topographic map and have
 CB0337.an estimated accuracy of +/- 6 seconds.
 CB0337
 CB0337.The orthometric height was determined by differential leveling
 CB0337.and adjusted by the National Geodetic Survey in June 1991..
 CB0337
 CB0337.The geoid height was determined by GEOID03.
 CB0337
 CB0337.The dynamic height is computed by dividing the NAVD 88
 CB0337.geopotential number by the normal gravity value computed on the
 CB0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0337.degrees latitude (g = 980.6199 gals.).
 CB0337
 CB0337.The modeled gravity was interpolated from observed gravity values.
 CB0337
 CB0337;                    North         East    Units  Estimated Accuracy
 CB0337;SPC TX C     - 3,244,040.      589,860.      MT  (+/- 180 meters Scaled)
 CB0337
 CB0337                          SUPERSEDED SURVEY CONTROL
 CB0337
 CB0337  NGVD 29 (??/??/92)  805.996  (m)         2644.34   (f) ADJ UNCH    2 0
 CB0337
 CB0337.Superseded values are not recommended for survey control.
 CB0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0337.See file dsdata.txt to determine how the superseded data were derived.
 CB0337
 CB0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA637279(NAD 83)
 CB0337_MARKER: DB = BENCH MARK DISK
 CB0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0337_STAMPING: C 711 1942
 CB0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0337+STABILITY: SURFACE MOTION
 CB0337
 CB0337  HISTORY     - Date     Condition        Report By
 CB0337  HISTORY     - 1942     MONUMENTED       CGS
 CB0337  HISTORY     - 1973     GOOD             TXHD
 CB0337
 CB0337                          STATION DESCRIPTION
 CB0337
 CB0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0337'1.0 MI W FROM GARDEN CITY.
 CB0337'1.0 MILE WEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT GARDEN
 CB0337'CITY, GLASSCOCK COUNTY, 0.1 MILE EAST OF THE INTERSECTION OF AN OLD
 CB0337'ROAD, ACROSS THE HIGHWAY FROM A HIGHWAY SIGN MARKED MIDLAND 36 , 60
 CB0337'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,1.5 FEET EAST OF A WHITE
 CB0337'WOODEN WITNESS POST, LEVEL WITH THE HIGHWAY. AND SET IN THE TOP OF A
 CB0337'CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CB0337
 CB0337                          STATION RECOVERY (1973)
 CB0337
 CB0337'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0372 ***********************************************************************
 CB0372  DESIGNATION -  C 713
 CB0372  PID         -  CB0372
 CB0372  STATE/COUNTY-  TX/REAGAN
 CB0372  USGS QUAD   -  BIG LAKE (1971)
 CB0372
 CB0372                         *CURRENT SURVEY CONTROL
 CB0372  ___________________________________________________________________
 CB0372* NAD 83(1986)-  31 13 59.     (N)    101 28 02.     (W)     SCALED    
 CB0372* NAVD 88     -       828.018  (meters)    2716.59   (feet)  ADJUSTED  
 CB0372  ___________________________________________________________________
 CB0372  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CB0372  DYNAMIC HT  -         826.816 (meters)    2712.65  (feet)  COMP
 CB0372  MODELED GRAV-     979,161.3   (mgal)                       NAVD 88
 CB0372
 CB0372  VERT ORDER  -  SECOND    CLASS 0
 CB0372
 CB0372.The horizontal coordinates were scaled from a topographic map and have
 CB0372.an estimated accuracy of +/- 6 seconds.
 CB0372
 CB0372.The orthometric height was determined by differential leveling
 CB0372.and adjusted by the National Geodetic Survey in June 1991..
 CB0372
 CB0372.The geoid height was determined by GEOID03.
 CB0372
 CB0372.The dynamic height is computed by dividing the NAVD 88
 CB0372.geopotential number by the normal gravity value computed on the
 CB0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0372.degrees latitude (g = 980.6199 gals.).
 CB0372
 CB0372.The modeled gravity was interpolated from observed gravity values.
 CB0372
 CB0372;                    North         East    Units  Estimated Accuracy
 CB0372;SPC TX C     - 3,174,190.      591,990.      MT  (+/- 180 meters Scaled)
 CB0372
 CB0372                          SUPERSEDED SURVEY CONTROL
 CB0372
 CB0372  NGVD 29 (??/??/92)  827.669  (m)         2715.44   (f) ADJ UNCH    2 0
 CB0372
 CB0372.Superseded values are not recommended for survey control.
 CB0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0372.See file dsdata.txt to determine how the superseded data were derived.
 CB0372
 CB0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV650580(NAD 83)
 CB0372_MARKER: DB = BENCH MARK DISK
 CB0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0372_STAMPING: C 713 1942
 CB0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0372+STABILITY: SURFACE MOTION
 CB0372
 CB0372  HISTORY     - Date     Condition        Report By
 CB0372  HISTORY     - 1942     MONUMENTED       CGS
 CB0372  HISTORY     - 1970     POOR             USGS
 CB0372
 CB0372                          STATION DESCRIPTION
 CB0372
 CB0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0372'3.4 MI N FROM BIG LAKE.
 CB0372'3.4 MILES NORTH ALONG RANCH-TO-MARKET HIGHWAY 33 AND THE 1944 ROUTE OF
 CB0372'THE BIG LAKE-GARDEN CITY ROAD FROM THE PANHANDLE AND SANTA FE RAILROAD
 CB0372'STATION AT BIG LAKE, REAGAN COUNTY, ON THE OLD ROAD, AT THE JUNCTION
 CB0372'OF A DIRT ROAD LEADING EAST, 81 FEET EAST OF THE CENTERLINE OF THE
 CB0372'MAIN ROAD, 32.5 FEET NORTH OF THE CENTERLINE OF THE SIDE ROAD, AND 10
 CB0372'FEET EAST OF THE C.C.  SANDERS RANCH 26 MILES T. R. SOWELL RANCH 29
 CB0372'MILES SIGN AND SET IN TOP OF A CONCRETE POST PROJECTING 10 INCHES
 CB0372'ABOVE GROUND.
 CB0372
 CB0372                          STATION RECOVERY (1970)
 CB0372
 CB0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CB0372'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0259 ***********************************************************************
 CD0259  DESIGNATION -  C 715
 CD0259  PID         -  CD0259
 CD0259  STATE/COUNTY-  TX/CULBERSON
 CD0259  USGS QUAD   -  SEVEN HEART GAP NW (1973)
 CD0259
 CD0259                         *CURRENT SURVEY CONTROL
 CD0259  ___________________________________________________________________
 CD0259* NAD 83(1986)-  31 27 42.     (N)    104 44 13.     (W)     SCALED    
 CD0259* NAVD 88     -      1155.691  (meters)    3791.63   (feet)  ADJUSTED  
 CD0259  ___________________________________________________________________
 CD0259  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CD0259  DYNAMIC HT  -        1153.918 (meters)    3785.81  (feet)  COMP
 CD0259  MODELED GRAV-     979,066.8   (mgal)                       NAVD 88
 CD0259
 CD0259  VERT ORDER  -  SECOND    CLASS 0
 CD0259
 CD0259.The horizontal coordinates were scaled from a topographic map and have
 CD0259.an estimated accuracy of +/- 6 seconds.
 CD0259
 CD0259.The orthometric height was determined by differential leveling
 CD0259.and adjusted by the National Geodetic Survey in June 1991..
 CD0259
 CD0259.The geoid height was determined by GEOID03.
 CD0259
 CD0259.The dynamic height is computed by dividing the NAVD 88
 CD0259.geopotential number by the normal gravity value computed on the
 CD0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0259.degrees latitude (g = 980.6199 gals.).
 CD0259
 CD0259.The modeled gravity was interpolated from observed gravity values.
 CD0259
 CD0259;                    North         East    Units  Estimated Accuracy
 CD0259;SPC TX C     - 3,207,270.      281,620.      MT  (+/- 180 meters Scaled)
 CD0259
 CD0259                          SUPERSEDED SURVEY CONTROL
 CD0259
 CD0259  NGVD 29 (??/??/92) 1155.198  (m)         3790.01   (f) ADJ UNCH    2 0
 CD0259
 CD0259.Superseded values are not recommended for survey control.
 CD0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0259.See file dsdata.txt to determine how the superseded data were derived.
 CD0259
 CD0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ249807(NAD 83)
 CD0259_MARKER: DB = BENCH MARK DISK
 CD0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0259_STAMPING: C 715 1942
 CD0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0259+STABILITY: SURFACE MOTION
 CD0259
 CD0259  HISTORY     - Date     Condition        Report By
 CD0259  HISTORY     - 1942     MONUMENTED       CGS
 CD0259  HISTORY     - 1958     GOOD             NGS
 CD0259
 CD0259                          STATION DESCRIPTION
 CD0259
 CD0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0259'37.7 MI N FROM VAN HORN.
 CD0259'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0259'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0259'HIGHWAY 54, THENCE ABOUT 6.3 MILES EAST ALONG A DIRT ROAD.  ABOUT 0.1
 CD0259'MILE EAST OF A LOCKED GATE IN A NORTH-SOUTH FENCE, ABOUT 400 FEET
 CD0259'SOUTH OF A STEEL WINDMILL, 100 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 CD0259'OF A STOCK PEN, 76 YARDS SOUTH OF AN EARTH TANK, 95 FEET SOUTHWEST OF
 CD0259'THE CENTER LINE OF A CURVE IN THE ROAD, 2 FEET NORTHWEST OF A WHITE
 CD0259'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 CD0259'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0158 ***********************************************************************
 CD0158  DESIGNATION -  C 716
 CD0158  PID         -  CD0158
 CD0158  STATE/COUNTY-  TX/CULBERSON
 CD0158  USGS QUAD   -  DOME HILL (1973)
 CD0158
 CD0158                         *CURRENT SURVEY CONTROL
 CD0158  ___________________________________________________________________
 CD0158* NAD 83(1986)-  31 21 44.     (N)    104 27 37.     (W)     SCALED    
 CD0158* NAVD 88     -      1385.806  (meters)    4546.60   (feet)  ADJUSTED  
 CD0158  ___________________________________________________________________
 CD0158  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CD0158  DYNAMIC HT  -        1383.658 (meters)    4539.55  (feet)  COMP
 CD0158  MODELED GRAV-     979,041.3   (mgal)                       NAVD 88
 CD0158
 CD0158  VERT ORDER  -  SECOND    CLASS 0
 CD0158
 CD0158.The horizontal coordinates were scaled from a topographic map and have
 CD0158.an estimated accuracy of +/- 6 seconds.
 CD0158
 CD0158.The orthometric height was determined by differential leveling
 CD0158.and adjusted by the National Geodetic Survey in June 1991..
 CD0158
 CD0158.The geoid height was determined by GEOID03.
 CD0158
 CD0158.The dynamic height is computed by dividing the NAVD 88
 CD0158.geopotential number by the normal gravity value computed on the
 CD0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0158.degrees latitude (g = 980.6199 gals.).
 CD0158
 CD0158.The modeled gravity was interpolated from observed gravity values.
 CD0158
 CD0158;                    North         East    Units  Estimated Accuracy
 CD0158;SPC TX C     - 3,195,240.      307,490.      MT  (+/- 180 meters Scaled)
 CD0158
 CD0158                          SUPERSEDED SURVEY CONTROL
 CD0158
 CD0158  NGVD 29 (??/??/92) 1385.281  (m)         4544.88   (f) ADJ UNCH    2 0
 CD0158
 CD0158.Superseded values are not recommended for survey control.
 CD0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0158.See file dsdata.txt to determine how the superseded data were derived.
 CD0158
 CD0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ513698(NAD 83)
 CD0158_MARKER: DB = BENCH MARK DISK
 CD0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0158_STAMPING: C 716 1942
 CD0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0158+STABILITY: SURFACE MOTION
 CD0158
 CD0158  HISTORY     - Date     Condition        Report By
 CD0158  HISTORY     - 1942     MONUMENTED       CGS
 CD0158  HISTORY     - 1958     GOOD             NGS
 CD0158  HISTORY     - 1975     GOOD             LOCENG
 CD0158
 CD0158                          STATION DESCRIPTION
 CD0158
 CD0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0158'7.1 MI NE FROM STANTON RANCH HOUSE.
 CD0158'ABOUT 3.3 MILES EAST ALONG A GRADED DIRT ROAD FROM MRS. ETHEL STANTON
 CD0158'RANCH HOUSE (FORMERLY CALVIN JONES RANCH), THENCE 3.8 MILES NORTH
 CD0158'ALONG A GRADED DIRT ROAD.  26 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CD0158'ROAD, ABOUT 1.8 MILES NORTH OF THE JUNCTION OF THE ROAD LEADING
 CD0158'SOUTHEAST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 CD0158'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0158'PROJECTING 4 INCHES.  NOTE-- THE TROTTER RANCH HEADQUARTERS IS NOW
 CD0158'ABANDONED.
 CD0158
 CD0158                          STATION RECOVERY (1975)
 CD0158
 CD0158'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 CD0158'VAN HORN, AT JCT. OF STATE HWY 54 AND FM 2185, THENCE GENERALLY EAST
 CD0158'ALONG FM 2185 FOR 37.6 MILES TO A Y ROAD EAST, THENCE EAST 0.05 MILE
 CD0158'TO A T ROAD NORTHEAST, THENCE NORTHEAST ALONG GRADED ROAD 0.65 MILE
 CD0158'TO THE MARK ON THE RIGHT, ABOUT 100 FT. SOUTHWEST OF WINDMILL, 26 FT
 CD0158'SOUTHEAST OF CENTERLINE OF ROAD, SET IN THE TOP OF A CONCRETE POST
 CD0158'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0374 ***********************************************************************
 CD0374  DESIGNATION -  C 717
 CD0374  PID         -  CD0374
 CD0374  STATE/COUNTY-  TX/CULBERSON
 CD0374  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0374
 CD0374                         *CURRENT SURVEY CONTROL
 CD0374  ___________________________________________________________________
 CD0374* NAD 83(1986)-  31 37 32.     (N)    104 35 59.     (W)     SCALED    
 CD0374* NAVD 88     -      1455.468  (meters)    4775.15   (feet)  ADJUSTED  
 CD0374  ___________________________________________________________________
 CD0374  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CD0374  DYNAMIC HT  -        1453.165 (meters)    4767.59  (feet)  COMP
 CD0374  MODELED GRAV-     979,006.9   (mgal)                       NAVD 88
 CD0374
 CD0374  VERT ORDER  -  SECOND    CLASS 0
 CD0374
 CD0374.The horizontal coordinates were scaled from a topographic map and have
 CD0374.an estimated accuracy of +/- 6 seconds.
 CD0374
 CD0374.The orthometric height was determined by differential leveling
 CD0374.and adjusted by the National Geodetic Survey in June 1991..
 CD0374
 CD0374.The geoid height was determined by GEOID03.
 CD0374
 CD0374.The dynamic height is computed by dividing the NAVD 88
 CD0374.geopotential number by the normal gravity value computed on the
 CD0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0374.degrees latitude (g = 980.6199 gals.).
 CD0374
 CD0374.The modeled gravity was interpolated from observed gravity values.
 CD0374
 CD0374;                    North         East    Units  Estimated Accuracy
 CD0374;SPC TX C     - 3,224,920.      295,350.      MT  (+/- 180 meters Scaled)
 CD0374
 CD0374                          SUPERSEDED SURVEY CONTROL
 CD0374
 CD0374  NGVD 29 (??/??/92) 1454.890  (m)         4773.25   (f) ADJ UNCH    2 0
 CD0374
 CD0374.Superseded values are not recommended for survey control.
 CD0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0374.See file dsdata.txt to determine how the superseded data were derived.
 CD0374
 CD0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ379990(NAD 83)
 CD0374_MARKER: DB = BENCH MARK DISK
 CD0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0374_STAMPING: C 717 1942
 CD0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0374+STABILITY: SURFACE MOTION
 CD0374
 CD0374  HISTORY     - Date     Condition        Report By
 CD0374  HISTORY     - 1942     MONUMENTED       CGS
 CD0374  HISTORY     - 1958     GOOD             NGS
 CD0374
 CD0374                          STATION DESCRIPTION
 CD0374
 CD0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0374'51.8 MI SE FROM PINE SPRINGS.
 CD0374'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0374'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0374'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 22.7 MILES SOUTH ALONG
 CD0374'A GRADED DIRT ROAD.  34 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CD0374'ABOUT 0.45 MILE SOUTHEAST OF A POWER LINE CROSSING, 2 1/2 FEET
 CD0374'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 CD0374'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0008 ***********************************************************************
 CD0008  DESIGNATION -  C 718
 CD0008  PID         -  CD0008
 CD0008  STATE/COUNTY-  TX/CULBERSON
 CD0008  USGS QUAD   -  ALLIGATOR DRAW (1973)
 CD0008
 CD0008                         *CURRENT SURVEY CONTROL
 CD0008  ___________________________________________________________________
 CD0008* NAD 83(1986)-  31 54 02.     (N)    104 29 51.     (W)     SCALED    
 CD0008* NAVD 88     -      1186.270  (meters)    3891.95   (feet)  ADJUSTED  
 CD0008  ___________________________________________________________________
 CD0008  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CD0008  DYNAMIC HT  -        1184.464 (meters)    3886.03  (feet)  COMP
 CD0008  MODELED GRAV-     979,076.8   (mgal)                       NAVD 88
 CD0008
 CD0008  VERT ORDER  -  SECOND    CLASS 0
 CD0008
 CD0008.The horizontal coordinates were scaled from a topographic map and have
 CD0008.an estimated accuracy of +/- 6 seconds.
 CD0008
 CD0008.The orthometric height was determined by differential leveling
 CD0008.and adjusted by the National Geodetic Survey in June 1991..
 CD0008
 CD0008.The geoid height was determined by GEOID03.
 CD0008
 CD0008.The dynamic height is computed by dividing the NAVD 88
 CD0008.geopotential number by the normal gravity value computed on the
 CD0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0008.degrees latitude (g = 980.6199 gals.).
 CD0008
 CD0008.The modeled gravity was interpolated from observed gravity values.
 CD0008
 CD0008;                    North         East    Units  Estimated Accuracy
 CD0008;SPC TX C     - 3,255,020.      306,180.      MT  (+/- 180 meters Scaled)
 CD0008
 CD0008                          SUPERSEDED SURVEY CONTROL
 CD0008
 CD0008  NGVD 29 (??/??/92) 1185.722  (m)         3890.16   (f) ADJ UNCH    2 0
 CD0008
 CD0008.Superseded values are not recommended for survey control.
 CD0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0008.See file dsdata.txt to determine how the superseded data were derived.
 CD0008
 CD0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER475295(NAD 83)
 CD0008_MARKER: DB = BENCH MARK DISK
 CD0008_SETTING: 66 = SET IN ROCK OUTCROP
 CD0008_SP_SET: ROCK LEDGE
 CD0008_STAMPING: C 718 1942
 CD0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0008+STABILITY: POSITION/ELEVATION WELL
 CD0008
 CD0008  HISTORY     - Date     Condition        Report By
 CD0008  HISTORY     - 1942     MONUMENTED       CGS
 CD0008  HISTORY     - 1958     GOOD             NGS
 CD0008
 CD0008                          STATION DESCRIPTION
 CD0008
 CD0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0008'26.35 MI E FROM PINE SPRINGS.
 CD0008'ABOUT 18.8 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0008'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 7.55
 CD0008'MILES SOUTH ALONG RANCH ROAD 1108.  IN THE TOP OF A ROCK LEDGE ON THE
 CD0008'WEST SIDE OF A HILL, 160 FEET EAST OF THE CENTER LINE OF THE ROAD, 60
 CD0008'FEET EAST OF THE CENTER LINE OF THE OLD ROAD, 59 FEET NORTH OF THE
 CD0008'CENTER LINE OF A TRAIL ROAD LEADING EAST, ABOUT 0.1 MILE NORTH OF A
 CD0008'PIPE LINE ROAD AND A TELEPHONE LINE, AT THE TOP OF A STEEP HILL, AND
 CD0008'ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0173 ***********************************************************************
 BB0173  DESIGNATION -  C 719
 BB0173  PID         -  BB0173
 BB0173  STATE/COUNTY-  TX/PRESIDIO
 BB0173  USGS QUAD   -  ALAMO SPRING (1983)
 BB0173
 BB0173                         *CURRENT SURVEY CONTROL
 BB0173  ___________________________________________________________________
 BB0173* NAD 83(1986)-  29 38 05.     (N)    104 11 07.     (W)     SCALED    
 BB0173* NAVD 88     -       965.094  (meters)    3166.31   (feet)  ADJUSTED  
 BB0173  ___________________________________________________________________
 BB0173  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 BB0173  DYNAMIC HT  -         963.532 (meters)    3161.19  (feet)  COMP
 BB0173  MODELED GRAV-     978,992.2   (mgal)                       NAVD 88
 BB0173
 BB0173  VERT ORDER  -  SECOND    CLASS 0
 BB0173
 BB0173.The horizontal coordinates were scaled from a topographic map and have
 BB0173.an estimated accuracy of +/- 6 seconds.
 BB0173
 BB0173.The orthometric height was determined by differential leveling
 BB0173.and adjusted by the National Geodetic Survey in June 1991..
 BB0173
 BB0173.The geoid height was determined by GEOID03.
 BB0173
 BB0173.The dynamic height is computed by dividing the NAVD 88
 BB0173.geopotential number by the normal gravity value computed on the
 BB0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0173.degrees latitude (g = 980.6199 gals.).
 BB0173
 BB0173.The modeled gravity was interpolated from observed gravity values.
 BB0173
 BB0173;                    North         East    Units  Estimated Accuracy
 BB0173;SPC TXSC     - 4,210,770.       98,100.      MT  (+/- 180 meters Scaled)
 BB0173
 BB0173                          SUPERSEDED SURVEY CONTROL
 BB0173
 BB0173  NGVD 29 (??/??/92)  964.777  (m)         3165.27   (f) ADJ UNCH    2 0
 BB0173
 BB0173.Superseded values are not recommended for survey control.
 BB0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0173.See file dsdata.txt to determine how the superseded data were derived.
 BB0173
 BB0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN788785(NAD 83)
 BB0173_MARKER: DB = BENCH MARK DISK
 BB0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0173_STAMPING: C 719 1943
 BB0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0173+STABILITY: SURFACE MOTION
 BB0173
 BB0173  HISTORY     - Date     Condition        Report By
 BB0173  HISTORY     - 1943     MONUMENTED       CGS
 BB0173  HISTORY     - 1958     GOOD             NGS
 BB0173
 BB0173                          STATION DESCRIPTION
 BB0173
 BB0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0173'18.70 MI NE FROM PRESIDIO.
 BB0173'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0173'PRESIDIO, THENCE ABOUT 6.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD
 BB0173'TO THE JUNCTION OF THE CASA PIEDRA ROAD, THENCE ABOUT 4.85 MILES NORTH
 BB0173'ALONG THE CASA PIEDRA ROAD.  23 1/2 FEET WEST OF THE CENTER LINE OF
 BB0173'THE ROAD, 116 FEET SOUTH OF THE JUNCTION OF A TRACK ROAD, 1 1/2 FEET
 BB0173'SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BB0173'POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0273 ***********************************************************************
 DP0273  DESIGNATION -  C 72
 DP0273  PID         -  DP0273
 DP0273  STATE/COUNTY-  TX/GARZA
 DP0273  USGS QUAD   -  JUSTICEBURG (1969)
 DP0273
 DP0273                         *CURRENT SURVEY CONTROL
 DP0273  ___________________________________________________________________
 DP0273* NAD 83(1986)-  33 02 19.     (N)    101 11 59.     (W)     SCALED    
 DP0273* NAVD 88     -       687.466  (meters)    2255.46   (feet)  ADJUSTED  
 DP0273  ___________________________________________________________________
 DP0273  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DP0273  DYNAMIC HT  -         686.599 (meters)    2252.62  (feet)  COMP
 DP0273  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 DP0273
 DP0273  VERT ORDER  -  FIRST     CLASS II
 DP0273
 DP0273.The horizontal coordinates were scaled from a topographic map and have
 DP0273.an estimated accuracy of +/- 6 seconds.
 DP0273
 DP0273.The orthometric height was determined by differential leveling
 DP0273.and adjusted by the National Geodetic Survey in June 1991..
 DP0273
 DP0273.The geoid height was determined by GEOID03.
 DP0273
 DP0273.The dynamic height is computed by dividing the NAVD 88
 DP0273.geopotential number by the normal gravity value computed on the
 DP0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0273.degrees latitude (g = 980.6199 gals.).
 DP0273
 DP0273.The modeled gravity was interpolated from observed gravity values.
 DP0273
 DP0273;                    North         East    Units  Estimated Accuracy
 DP0273;SPC TXNC     - 2,155,370.      347,870.      MT  (+/- 180 meters Scaled)
 DP0273
 DP0273                          SUPERSEDED SURVEY CONTROL
 DP0273
 DP0273  NGVD 29 (??/??/92)  687.173  (m)         2254.50   (f) ADJ UNCH    1 2
 DP0273
 DP0273.Superseded values are not recommended for survey control.
 DP0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0273.See file dsdata.txt to determine how the superseded data were derived.
 DP0273
 DP0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB945577(NAD 83)
 DP0273_MARKER: DB = BENCH MARK DISK
 DP0273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0273_SP_SET: ABUTMENT
 DP0273_STAMPING: 2254.500 C 72 1931
 DP0273_MARK LOGO: CGS   
 DP0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0273
 DP0273  HISTORY     - Date     Condition        Report By
 DP0273  HISTORY     - 1931     MONUMENTED       CGS
 DP0273  HISTORY     - 1941     GOOD             NGS
 DP0273  HISTORY     - 1982     GOOD             NGS
 DP0273
 DP0273                          STATION DESCRIPTION
 DP0273
 DP0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DP0273'0.25 MI S FROM JUSTICEBURG.
 DP0273'1/4 MILE SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0273'JUSTICEBURG, GARZA COUNTY, AT BRIDGE 729A, ACROSS BRANCH OF DOUBLE
 DP0273'MOUNTAIN FORK OF THE BRAZOS RIVER, IN THE NORTH ABUTMENT, AND ON THE
 DP0273'WEST SIDE OF THE TRACK.
 DP0273
 DP0273                          STATION RECOVERY (1982)
 DP0273
 DP0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0273'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  24.5 KM (15.2
 DP0273'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S.
 DP0273'HIGHWAY 380 (MAIN STREET) IN POST, IN TOP OF THE SOUTHWEST END OF THE
 DP0273'NORTHWEST CONCRETE ABUTMENT OF THE SANTA FE RAILROAD BRIDGE OVER THE
 DP0273'DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER, 64.0 METERS (210.0 FT)
 DP0273'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2.7 METERS (8.9 FT)
 DP0273'SOUTHWEST OF THE NEAR RAIL.  NOTE=THIS MARK IS UNDER THE STEEL WALKWAY
 DP0273'OF THE BRIDGE, IS INACCESSIBLE AND WILL NOT BE LEVELED TO IN 1982.
 DP0273'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0309 ***********************************************************************
 BO0309  DESIGNATION -  C 720
 BO0309  PID         -  BO0309
 BO0309  STATE/COUNTY-  TX/VAL VERDE
 BO0309  USGS QUAD   -  PANDALE (1970)
 BO0309
 BO0309                         *CURRENT SURVEY CONTROL
 BO0309  ___________________________________________________________________
 BO0309* NAD 83(1986)-  30 12 54.     (N)    101 32 06.     (W)     SCALED    
 BO0309* NAVD 88     -       524.294  (meters)    1720.12   (feet)  ADJUSTED  
 BO0309  ___________________________________________________________________
 BO0309  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 BO0309  DYNAMIC HT  -         523.516 (meters)    1717.57  (feet)  COMP
 BO0309  MODELED GRAV-     979,143.5   (mgal)                       NAVD 88
 BO0309
 BO0309  VERT ORDER  -  SECOND    CLASS 0
 BO0309
 BO0309.The horizontal coordinates were scaled from a topographic map and have
 BO0309.an estimated accuracy of +/- 6 seconds.
 BO0309
 BO0309.The orthometric height was determined by differential leveling
 BO0309.and adjusted by the National Geodetic Survey in June 1991..
 BO0309
 BO0309.The geoid height was determined by GEOID03.
 BO0309
 BO0309.The dynamic height is computed by dividing the NAVD 88
 BO0309.geopotential number by the normal gravity value computed on the
 BO0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0309.degrees latitude (g = 980.6199 gals.).
 BO0309
 BO0309.The modeled gravity was interpolated from observed gravity values.
 BO0309
 BO0309;                    North         East    Units  Estimated Accuracy
 BO0309;SPC TXSC     - 4,266,610.      355,960.      MT  (+/- 180 meters Scaled)
 BO0309
 BO0309                          SUPERSEDED SURVEY CONTROL
 BO0309
 BO0309  NGVD 29 (??/??/92)  524.155  (m)         1719.67   (f) ADJ UNCH    2 0
 BO0309
 BO0309.Superseded values are not recommended for survey control.
 BO0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0309.See file dsdata.txt to determine how the superseded data were derived.
 BO0309
 BO0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU559453(NAD 83)
 BO0309_MARKER: DB = BENCH MARK DISK
 BO0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0309_STAMPING: C 720 1942
 BO0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0309+STABILITY: SURFACE MOTION
 BO0309
 BO0309  HISTORY     - Date     Condition        Report By
 BO0309  HISTORY     - 1942     MONUMENTED       CGS
 BO0309  HISTORY     - 19991229 MARK NOT FOUND   USPSQD
 BO0309
 BO0309                          STATION DESCRIPTION
 BO0309
 BO0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0309'2.15 MI E FROM PANDALE.
 BO0309'THIS MARK IS ABOUT 2.15 MILES EAST ALONG A DIRT ROAD TO JUNO FROM THE
 BO0309'SCHOOL HOUSE AT PANDALE, VAL VERDE COUNTY, 14.5 FEET SOUTHEAST OF THE
 BO0309'SOUTHEAST END OF A CATTLE GUARD, 8.3 FEET NORTHEAST OF A TELEPHONE
 BO0309'POLE, 19.0 FEET SOUTHWEST OF A FENCE, 20.0 FEET SOUTHEAST OF THE
 BO0309'CENTER LINE OF THE ROAD, NEAR A WHITE REFERENCE POST.
 BO0309
 BO0309                          STATION RECOVERY (1999)
 BO0309
 BO0309'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0253 ***********************************************************************
 BO0253  DESIGNATION -  C 721
 BO0253  PID         -  BO0253
 BO0253  STATE/COUNTY-  TX/VAL VERDE
 BO0253  USGS QUAD   -  STEEL STAR DRAW (1970)
 BO0253
 BO0253                         *CURRENT SURVEY CONTROL
 BO0253  ___________________________________________________________________
 BO0253* NAD 83(1986)-  30 12 34.     (N)    101 15 52.     (W)     SCALED    
 BO0253* NAVD 88     -       580.818  (meters)    1905.57   (feet)  ADJUSTED  
 BO0253  ___________________________________________________________________
 BO0253  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 BO0253  DYNAMIC HT  -         579.953 (meters)    1902.73  (feet)  COMP
 BO0253  MODELED GRAV-     979,136.0   (mgal)                       NAVD 88
 BO0253
 BO0253  VERT ORDER  -  SECOND    CLASS 0
 BO0253
 BO0253.The horizontal coordinates were scaled from a topographic map and have
 BO0253.an estimated accuracy of +/- 6 seconds.
 BO0253
 BO0253.The orthometric height was determined by differential leveling
 BO0253.and adjusted by the National Geodetic Survey in June 1991..
 BO0253
 BO0253.The geoid height was determined by GEOID03.
 BO0253
 BO0253.The dynamic height is computed by dividing the NAVD 88
 BO0253.geopotential number by the normal gravity value computed on the
 BO0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0253.degrees latitude (g = 980.6199 gals.).
 BO0253
 BO0253.The modeled gravity was interpolated from observed gravity values.
 BO0253
 BO0253;                    North         East    Units  Estimated Accuracy
 BO0253;SPC TXSC     - 4,265,460.      381,990.      MT  (+/- 180 meters Scaled)
 BO0253
 BO0253                          SUPERSEDED SURVEY CONTROL
 BO0253
 BO0253  NGVD 29 (??/??/92)  580.676  (m)         1905.10   (f) ADJ UNCH    2 0
 BO0253
 BO0253.Superseded values are not recommended for survey control.
 BO0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0253.See file dsdata.txt to determine how the superseded data were derived.
 BO0253
 BO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU820441(NAD 83)
 BO0253_MARKER: DB = BENCH MARK DISK
 BO0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0253_STAMPING: C 721 1942
 BO0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0253+STABILITY: SURFACE MOTION
 BO0253
 BO0253  HISTORY     - Date     Condition        Report By
 BO0253  HISTORY     - 1942     MONUMENTED       CGS
 BO0253
 BO0253                          STATION DESCRIPTION
 BO0253
 BO0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0253'15.5 MI W FROM JUNO.
 BO0253'THIS MARK IS ABOUT 15.5 MILES WEST ALONG A DIRT ROAD TO PANDALE FROM
 BO0253'THE POST OFFICE AT JUNO, VAL VERDE COUNTY, AND 1.7 MILES WEST OF A
 BO0253'RANCH WITH 5 WHITE HOUSES, ABOUT 900.0 FEET NORTHWEST OF A WELL, 54.0
 BO0253'FEET NORTHEAST OF A THE CENTER LINE OF THE ROAD, NEAR A WHITE
 BO0253'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0097 ***********************************************************************
 BO0097  DESIGNATION -  C 723
 BO0097  PID         -  BO0097
 BO0097  STATE/COUNTY-  TX/VAL VERDE
 BO0097  USGS QUAD   -  WHITE DRAW (1973)
 BO0097
 BO0097                         *CURRENT SURVEY CONTROL
 BO0097  ___________________________________________________________________
 BO0097* NAD 83(1986)-  30 00 05.     (N)    100 55 50.     (W)     SCALED    
 BO0097* NAVD 88     -       522.712  (meters)    1714.93   (feet)  ADJUSTED  
 BO0097  ___________________________________________________________________
 BO0097  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BO0097  DYNAMIC HT  -         521.945 (meters)    1712.41  (feet)  COMP
 BO0097  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 BO0097
 BO0097  VERT ORDER  -  SECOND    CLASS 0
 BO0097
 BO0097.The horizontal coordinates were scaled from a topographic map and have
 BO0097.an estimated accuracy of +/- 6 seconds.
 BO0097
 BO0097.The orthometric height was determined by differential leveling
 BO0097.and adjusted by the National Geodetic Survey in June 1991..
 BO0097
 BO0097.The geoid height was determined by GEOID03.
 BO0097
 BO0097.The dynamic height is computed by dividing the NAVD 88
 BO0097.geopotential number by the normal gravity value computed on the
 BO0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0097.degrees latitude (g = 980.6199 gals.).
 BO0097
 BO0097.The modeled gravity was interpolated from observed gravity values.
 BO0097
 BO0097;                    North         East    Units  Estimated Accuracy
 BO0097;SPC TXSC     - 4,241,820.      413,750.      MT  (+/- 180 meters Scaled)
 BO0097
 BO0097                          SUPERSEDED SURVEY CONTROL
 BO0097
 BO0097  NGVD 29 (??/??/92)  522.600  (m)         1714.56   (f) ADJ UNCH    2 0
 BO0097
 BO0097.Superseded values are not recommended for survey control.
 BO0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0097.See file dsdata.txt to determine how the superseded data were derived.
 BO0097
 BO0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU137205(NAD 83)
 BO0097_MARKER: DB = BENCH MARK DISK
 BO0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0097_STAMPING: C 723 1942
 BO0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0097+STABILITY: SURFACE MOTION
 BO0097
 BO0097  HISTORY     - Date     Condition        Report By
 BO0097  HISTORY     - 1942     MONUMENTED       CGS
 BO0097  HISTORY     - 1973     POOR             USGS
 BO0097  HISTORY     - 19991229 MARK NOT FOUND   USPSQD
 BO0097
 BO0097                          STATION DESCRIPTION
 BO0097
 BO0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0097'19.5 MI NW FROM LOMA ALTA.
 BO0097'THIS MARK IS ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 277 AND ABOUT
 BO0097'15.8 MILES WEST ALONG A RANCH ROAD TO JUNO FROM THE STORE AT LOMA
 BO0097'ALTA, VAL VERDE COUNTY, 0.1 MILE WEST OF A BUMPER GATE, 5.0 FEET SOUTH
 BO0097'OF 2 4-INCH MESQUITE TREES, 53.0 FEET EAST OF THE CENTER LINE OF THE
 BO0097'OLD ROAD, 20.5 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD.
 BO0097
 BO0097                          STATION RECOVERY (1973)
 BO0097
 BO0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BO0097'MARK RECOVERED IN POOR CONDITION.
 BO0097
 BO0097                          STATION RECOVERY (1999)
 BO0097
 BO0097'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0326 ***********************************************************************
 BO0326  DESIGNATION -  C 725
 BO0326  PID         -  BO0326
 BO0326  STATE/COUNTY-  TX/TERRELL
 BO0326  USGS QUAD   -  GEDDIS CANYON WEST (1980)
 BO0326
 BO0326                         *CURRENT SURVEY CONTROL
 BO0326  ___________________________________________________________________
 BO0326* NAD 83(1986)-  30 21 53.     (N)    101 56 05.     (W)     SCALED    
 BO0326* NAVD 88     -       753.821  (meters)    2473.16   (feet)  ADJUSTED  
 BO0326  ___________________________________________________________________
 BO0326  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 BO0326  DYNAMIC HT  -         752.690 (meters)    2469.45  (feet)  COMP
 BO0326  MODELED GRAV-     979,117.2   (mgal)                       NAVD 88
 BO0326
 BO0326  VERT ORDER  -  SECOND    CLASS 0
 BO0326
 BO0326.The horizontal coordinates were scaled from a topographic map and have
 BO0326.an estimated accuracy of +/- 6 seconds.
 BO0326
 BO0326.The orthometric height was determined by differential leveling
 BO0326.and adjusted by the National Geodetic Survey in June 1991..
 BO0326
 BO0326.The geoid height was determined by GEOID03.
 BO0326
 BO0326.The dynamic height is computed by dividing the NAVD 88
 BO0326.geopotential number by the normal gravity value computed on the
 BO0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0326.degrees latitude (g = 980.6199 gals.).
 BO0326
 BO0326.The modeled gravity was interpolated from observed gravity values.
 BO0326
 BO0326;                    North         East    Units  Estimated Accuracy
 BO0326;SPC TXSC     - 4,284,100.      317,900.      MT  (+/- 180 meters Scaled)
 BO0326
 BO0326                          SUPERSEDED SURVEY CONTROL
 BO0326
 BO0326  NGVD 29 (??/??/92)  753.588  (m)         2472.40   (f) ADJ UNCH    2 0
 BO0326
 BO0326.Superseded values are not recommended for survey control.
 BO0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0326.See file dsdata.txt to determine how the superseded data were derived.
 BO0326
 BO0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU179628(NAD 83)
 BO0326_MARKER: DB = BENCH MARK DISK
 BO0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0326_STAMPING: C 725 1942
 BO0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0326+STABILITY: SURFACE MOTION
 BO0326
 BO0326  HISTORY     - Date     Condition        Report By
 BO0326  HISTORY     - 1942     MONUMENTED       CGS
 BO0326  HISTORY     - 1958     GOOD             NGS
 BO0326
 BO0326                          STATION DESCRIPTION
 BO0326
 BO0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0326'26.15 MI N FROM DRYDEN.
 BO0326'ABOUT 16.55 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BO0326'ORLEANS RAILROAD STATION AT DRYDEN TO A CONCRETE WATER CROSSING,
 BO0326'THENCE 0.3 MILE NORTHWEST ALONG A TRAIL ROAD, THENCE 9.3 MILES
 BO0326'NORTHEAST ALONG THE OLD HIGHWAY, 37 FEET EAST-SOUTHEAST OF THE CENTER
 BO0326'LINE OF THE OLD HIGHWAY, ABOUT 0.95 MILES SOUTH-SOUTHWEST OF B. M. B
 BO0326'725 WHICH IS DESCRIBED FROM SHEFFIELD, ABOUT 0.1 MILE SOUTH OF A
 BO0326'CURVE, 1 1/2 FEET NORTH OF WHITE WOODEN WITNESS POST, AND IN THE TOP
 BO0326'OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0106 ***********************************************************************
 BP0106  DESIGNATION -  C 726
 BP0106  PID         -  BP0106
 BP0106  STATE/COUNTY-  TX/TERRELL
 BP0106  USGS QUAD   -  DRYDEN (1968)
 BP0106
 BP0106                         *CURRENT SURVEY CONTROL
 BP0106  ___________________________________________________________________
 BP0106* NAD 83(1986)-  30 05 28.     (N)    102 05 52.     (W)     SCALED    
 BP0106* NAVD 88     -       652.623  (meters)    2141.15   (feet)  ADJUSTED  
 BP0106  ___________________________________________________________________
 BP0106  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 BP0106  DYNAMIC HT  -         651.638 (meters)    2137.92  (feet)  COMP
 BP0106  MODELED GRAV-     979,112.6   (mgal)                       NAVD 88
 BP0106
 BP0106  VERT ORDER  -  SECOND    CLASS 0
 BP0106
 BP0106.The horizontal coordinates were scaled from a topographic map and have
 BP0106.an estimated accuracy of +/- 6 seconds.
 BP0106
 BP0106.The orthometric height was determined by differential leveling
 BP0106.and adjusted by the National Geodetic Survey in June 1991..
 BP0106
 BP0106.The geoid height was determined by GEOID03.
 BP0106
 BP0106.The dynamic height is computed by dividing the NAVD 88
 BP0106.geopotential number by the normal gravity value computed on the
 BP0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0106.degrees latitude (g = 980.6199 gals.).
 BP0106
 BP0106.The modeled gravity was interpolated from observed gravity values.
 BP0106
 BP0106;                    North         East    Units  Estimated Accuracy
 BP0106;SPC TXSC     - 4,254,180.      301,430.      MT  (+/- 180 meters Scaled)
 BP0106
 BP0106                          SUPERSEDED SURVEY CONTROL
 BP0106
 BP0106  NGVD 29 (??/??/92)  652.423  (m)         2140.49   (f) ADJ UNCH    2 0
 BP0106
 BP0106.Superseded values are not recommended for survey control.
 BP0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0106.See file dsdata.txt to determine how the superseded data were derived.
 BP0106
 BP0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP797324(NAD 83)
 BP0106_MARKER: DB = BENCH MARK DISK
 BP0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0106_STAMPING: C 726 1942
 BP0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0106+STABILITY: SURFACE MOTION
 BP0106
 BP0106  HISTORY     - Date     Condition        Report By
 BP0106  HISTORY     - 1942     MONUMENTED       CGS
 BP0106  HISTORY     - 1958     GOOD             NGS
 BP0106  HISTORY     - 1967     MARK NOT FOUND   NGS
 BP0106  HISTORY     - 1981     GOOD             NGS
 BP0106
 BP0106                          STATION DESCRIPTION
 BP0106
 BP0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0106'3.3 MI N FROM DRYDEN.
 BP0106'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0106'ORLEANS RAILROAD STATION AT DRYDEN, THENCE 1.0 MILE NORTH ALONG THE
 BP0106'OLD HIGHWAY, 26 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT
 BP0106'0.1 MILE NORTH OF THE CREST OF A SMALL KNOLL, ABOUT 0.35 MILE WEST OF
 BP0106'THE NORTH END OF A CURVE ON THE NEW HIGHWAY, 2 1/2 FEET WEST OF A
 BP0106'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BP0106'PROJECTING 8 INCHES.
 BP0106
 BP0106                          STATION RECOVERY (1967)
 BP0106
 BP0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BP0106'MARK NOT FOUND.
 BP0106
 BP0106                          STATION RECOVERY (1981)
 BP0106
 BP0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0106'3.8 KM (2.35 MI) NORTHEASTERLY ALONG STATE HIGHWAY 349 FROM ITS
 BP0106'JUNCTION WITH THE SOUTHERN PACIFIC RAILROAD IN DRYDEN THENCE 16 KM
 BP0106'(1.0 MI) NORTH ALONG A DIRT ROAD. 0.2 KM (0.1 MI) NORTH OF THE CREST
 BP0106'OF A SMALL HILL, AND 7.9 MI (26.0 FT) E OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0046 ***********************************************************************
 CD0046  DESIGNATION -  C 727
 CD0046  PID         -  CD0046
 CD0046  STATE/COUNTY-  TX/REEVES
 CD0046  USGS QUAD   -  DRY LAKE (1973)
 CD0046
 CD0046                         *CURRENT SURVEY CONTROL
 CD0046  ___________________________________________________________________
 CD0046* NAD 83(1986)-  31 30 36.     (N)    104 00 20.     (W)     SCALED    
 CD0046* NAVD 88     -       989.871  (meters)    3247.60   (feet)  ADJUSTED  
 CD0046  ___________________________________________________________________
 CD0046  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CD0046  DYNAMIC HT  -         988.383 (meters)    3242.72  (feet)  COMP
 CD0046  MODELED GRAV-     979,104.5   (mgal)                       NAVD 88
 CD0046
 CD0046  VERT ORDER  -  SECOND    CLASS 0
 CD0046
 CD0046.The horizontal coordinates were scaled from a topographic map and have
 CD0046.an estimated accuracy of +/- 6 seconds.
 CD0046
 CD0046.The orthometric height was determined by differential leveling
 CD0046.and adjusted by the National Geodetic Survey in June 1991..
 CD0046
 CD0046.The geoid height was determined by GEOID03.
 CD0046
 CD0046.The dynamic height is computed by dividing the NAVD 88
 CD0046.geopotential number by the normal gravity value computed on the
 CD0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0046.degrees latitude (g = 980.6199 gals.).
 CD0046
 CD0046.The modeled gravity was interpolated from observed gravity values.
 CD0046
 CD0046;                    North         East    Units  Estimated Accuracy
 CD0046;SPC TX C     - 3,210,100.      351,260.      MT  (+/- 180 meters Scaled)
 CD0046
 CD0046                          SUPERSEDED SURVEY CONTROL
 CD0046
 CD0046  NGVD 29 (??/??/92)  989.451  (m)         3246.22   (f) ADJ UNCH    2 0
 CD0046
 CD0046.Superseded values are not recommended for survey control.
 CD0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0046.See file dsdata.txt to determine how the superseded data were derived.
 CD0046
 CD0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ944865(NAD 83)
 CD0046_MARKER: DB = BENCH MARK DISK
 CD0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0046_STAMPING: C 727 1942
 CD0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0046+STABILITY: SURFACE MOTION
 CD0046
 CD0046  HISTORY     - Date     Condition        Report By
 CD0046  HISTORY     - 1942     MONUMENTED       CGS
 CD0046  HISTORY     - 1958     GOOD             NGS
 CD0046
 CD0046                          STATION DESCRIPTION
 CD0046
 CD0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0046'20.15 MI NW FROM TOYAH.
 CD0046'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0046'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 11.2 MILES
 CD0046'NORTHWEST ALONG A GRADED DIRT ROAD.  50 FEET SOUTHWEST OF THE CENTER
 CD0046'LINE OF THE ROAD, ABOUT 0.6 MILES NORTHWEST OF A CATTLE GUARD, 3 FEET
 CD0046'EAST OF A FENCE CORNER POST AND IN LINE WITH AN EAST-WEST FENCE, 1 1/2
 CD0046'FEET NORTHEAST OF THE NORTHWEST-SOUTHEAST FENCE, 1 1/2 FEET NORTHWEST
 CD0046'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 CD0046'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0070 ***********************************************************************
 CD0070  DESIGNATION -  C 728
 CD0070  PID         -  CD0070
 CD0070  STATE/COUNTY-  TX/CULBERSON
 CD0070  USGS QUAD   -  TWO MILL DRAW WEST (1973)
 CD0070
 CD0070                         *CURRENT SURVEY CONTROL
 CD0070  ___________________________________________________________________
 CD0070* NAD 83(1986)-  31 32 38.     (N)    104 21 53.     (W)     SCALED    
 CD0070* NAVD 88     -      1217.810  (meters)    3995.43   (feet)  ADJUSTED  
 CD0070  ___________________________________________________________________
 CD0070  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CD0070  DYNAMIC HT  -        1215.944 (meters)    3989.31  (feet)  COMP
 CD0070  MODELED GRAV-     979,066.0   (mgal)                       NAVD 88
 CD0070
 CD0070  VERT ORDER  -  SECOND    CLASS 0
 CD0070
 CD0070.The horizontal coordinates were scaled from a topographic map and have
 CD0070.an estimated accuracy of +/- 6 seconds.
 CD0070
 CD0070.The orthometric height was determined by differential leveling
 CD0070.and adjusted by the National Geodetic Survey in June 1991..
 CD0070
 CD0070.The geoid height was determined by GEOID03.
 CD0070
 CD0070.The dynamic height is computed by dividing the NAVD 88
 CD0070.geopotential number by the normal gravity value computed on the
 CD0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0070.degrees latitude (g = 980.6199 gals.).
 CD0070
 CD0070.The modeled gravity was interpolated from observed gravity values.
 CD0070
 CD0070;                    North         East    Units  Estimated Accuracy
 CD0070;SPC TX C     - 3,215,040.      317,300.      MT  (+/- 180 meters Scaled)
 CD0070
 CD0070                          SUPERSEDED SURVEY CONTROL
 CD0070
 CD0070  NGVD 29 (??/??/92) 1217.321  (m)         3993.83   (f) ADJ UNCH    2 0
 CD0070
 CD0070.Superseded values are not recommended for survey control.
 CD0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0070.See file dsdata.txt to determine how the superseded data were derived.
 CD0070
 CD0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ603900(NAD 83)
 CD0070_MARKER: DB = BENCH MARK DISK
 CD0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0070_STAMPING: C 728 1942
 CD0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0070+STABILITY: SURFACE MOTION
 CD0070
 CD0070  HISTORY     - Date     Condition        Report By
 CD0070  HISTORY     - 1942     MONUMENTED       CGS
 CD0070  HISTORY     - 1958     GOOD             NGS
 CD0070
 CD0070                          STATION DESCRIPTION
 CD0070
 CD0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0070'44.35 MI NW FROM TOYAH.
 CD0070'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0070'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 35.4 MILES
 CD0070'NORTHWEST ALONG A GRADED ROAD.  41 FEET SOUTH OF THE CENTER LINE OF
 CD0070'THE ROAD, 50 FEET WEST OF A CEDAR TREE, 1 1/2 FEET EAST OF A WHITE
 CD0070'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 CD0070'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0060 ***********************************************************************
 BQ0060  DESIGNATION -  C 729
 BQ0060  PID         -  BQ0060
 BQ0060  STATE/COUNTY-  TX/CULBERSON
 BQ0060  USGS QUAD   -  BORACHO PEAK (1978)
 BQ0060
 BQ0060                         *CURRENT SURVEY CONTROL
 BQ0060  ___________________________________________________________________
 BQ0060* NAD 83(1986)-  30 58 03.     (N)    104 24 50.     (W)     SCALED    
 BQ0060* NAVD 88     -      1335.609  (meters)    4381.91   (feet)  ADJUSTED  
 BQ0060  ___________________________________________________________________
 BQ0060  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BQ0060  DYNAMIC HT  -        1333.500 (meters)    4374.99  (feet)  COMP
 BQ0060  MODELED GRAV-     979,014.7   (mgal)                       NAVD 88
 BQ0060
 BQ0060  VERT ORDER  -  SECOND    CLASS 0
 BQ0060
 BQ0060.The horizontal coordinates were scaled from a topographic map and have
 BQ0060.an estimated accuracy of +/- 6 seconds.
 BQ0060
 BQ0060.The orthometric height was determined by differential leveling
 BQ0060.and adjusted by the National Geodetic Survey in June 1991..
 BQ0060
 BQ0060.The geoid height was determined by GEOID03.
 BQ0060
 BQ0060.The dynamic height is computed by dividing the NAVD 88
 BQ0060.geopotential number by the normal gravity value computed on the
 BQ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0060.degrees latitude (g = 980.6199 gals.).
 BQ0060
 BQ0060.The modeled gravity was interpolated from observed gravity values.
 BQ0060
 BQ0060;                    North         East    Units  Estimated Accuracy
 BQ0060;SPC TX C     - 3,151,350.      310,290.      MT  (+/- 180 meters Scaled)
 BQ0060
 BQ0060                          SUPERSEDED SURVEY CONTROL
 BQ0060
 BQ0060  NGVD 29 (??/??/92) 1335.079  (m)         4380.17   (f) ADJ UNCH    2 0
 BQ0060
 BQ0060.Superseded values are not recommended for survey control.
 BQ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0060.See file dsdata.txt to determine how the superseded data were derived.
 BQ0060
 BQ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ559261(NAD 83)
 BQ0060_MARKER: DB = BENCH MARK DISK
 BQ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0060_STAMPING: C 729 1942
 BQ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0060+STABILITY: SURFACE MOTION
 BQ0060
 BQ0060  HISTORY     - Date     Condition        Report By
 BQ0060  HISTORY     - 1942     MONUMENTED       CGS
 BQ0060  HISTORY     - 1958     GOOD             NGS
 BQ0060
 BQ0060                          STATION DESCRIPTION
 BQ0060
 BQ0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0060'8.0 MI S FROM BORACHO.
 BQ0060'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0060'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 7.65 MILES SOUTH
 BQ0060'ALONG A VERY POOR DIRT ROAD.  23 FEET EAST OF THE CENTER LINE OF THE
 BQ0060'ROAD, ABOUT 0.1 MILE SOUTH OF A DEEP DRAW, 1 1/2 FEET EAST OF A WHITE
 BQ0060'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 BQ0060'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0093 ***********************************************************************
 CU0093  DESIGNATION -  C 73
 CU0093  PID         -  CU0093
 CU0093  STATE/COUNTY-  TX/FISHER
 CU0093  USGS QUAD   -  BUSBY (1969)
 CU0093
 CU0093                         *CURRENT SURVEY CONTROL
 CU0093  ___________________________________________________________________
 CU0093* NAD 83(1986)-  32 33 17.     (N)    100 28 33.     (W)     SCALED    
 CU0093* NAVD 88     -       670.982  (meters)    2201.38   (feet)  ADJUSTED  
 CU0093  ___________________________________________________________________
 CU0093  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CU0093  DYNAMIC HT  -         670.091 (meters)    2198.46  (feet)  COMP
 CU0093  MODELED GRAV-     979,290.2   (mgal)                       NAVD 88
 CU0093
 CU0093  VERT ORDER  -  FIRST     CLASS II
 CU0093
 CU0093.The horizontal coordinates were scaled from a topographic map and have
 CU0093.an estimated accuracy of +/- 6 seconds.
 CU0093
 CU0093.The orthometric height was determined by differential leveling
 CU0093.and adjusted by the National Geodetic Survey in June 1991..
 CU0093
 CU0093.The geoid height was determined by GEOID03.
 CU0093
 CU0093.The dynamic height is computed by dividing the NAVD 88
 CU0093.geopotential number by the normal gravity value computed on the
 CU0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0093.degrees latitude (g = 980.6199 gals.).
 CU0093
 CU0093.The modeled gravity was interpolated from observed gravity values.
 CU0093
 CU0093;                    North         East    Units  Estimated Accuracy
 CU0093;SPC TXNC     - 2,100,220.      414,460.      MT  (+/- 180 meters Scaled)
 CU0093
 CU0093                          SUPERSEDED SURVEY CONTROL
 CU0093
 CU0093  NGVD 29 (??/??/92)  670.740  (m)         2200.59   (f) ADJ UNCH    1 2
 CU0093
 CU0093.Superseded values are not recommended for survey control.
 CU0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0093.See file dsdata.txt to determine how the superseded data were derived.
 CU0093
 CU0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB614028(NAD 83)
 CU0093_MARKER: DB = BENCH MARK DISK
 CU0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0093_STAMPING: 2200.586 C 73 1931
 CU0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0093+STABILITY: SURFACE MOTION
 CU0093
 CU0093  HISTORY     - Date     Condition        Report By
 CU0093  HISTORY     - 1931     MONUMENTED       CGS
 CU0093  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0093
 CU0093                          STATION DESCRIPTION
 CU0093
 CU0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0093'IN GANNON.
 CU0093'AT GANNON, FISHER COUNTY, ABOUT 360 FEET SOUTHEAST OF THE PANHANDLE
 CU0093'AND SANTA FE RAILWAY STATION SIGN, ABOUT 150 FEET SOUTHEAST OF THE
 CU0093'LAST OF THE HOUSES OCCUPIED BY THE SECTION HANDS, 100 FEET NORTHEAST
 CU0093'OF THE TRACK, 75 FEET NORTHEAST OF THE MOTOR-CAR AND TOOL HOUSE, AND
 CU0093'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 CU0093'GROUND.  NOTE-- THERE ARE NO BUILDINGS REMAINING AT GANNON.  THERE IS
 CU0093'A STATION SIGN AND A RAILROAD SIDING.  IF THE MARK IS IN PLACE IT IS
 CU0093'COVERED BY DRIFTED SAND.  SINCE THE BUILDINGS WERE GONE IT WAS
 CU0093'DIFFICULT TO DETERMINE JUST WHERE TO SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0036 ***********************************************************************
 BQ0036  DESIGNATION -  C 730
 BQ0036  PID         -  BQ0036
 BQ0036  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0036  USGS QUAD   -  HORSESHOE BUTTE (1978)
 BQ0036
 BQ0036                         *CURRENT SURVEY CONTROL
 BQ0036  ___________________________________________________________________
 BQ0036* NAD 83(1986)-  30 42 01.     (N)    104 26 52.     (W)     SCALED    
 BQ0036* NAVD 88     -      1400.163  (meters)    4593.70   (feet)  ADJUSTED  
 BQ0036  ___________________________________________________________________
 BQ0036  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 BQ0036  DYNAMIC HT  -        1397.869 (meters)    4586.18  (feet)  COMP
 BQ0036  MODELED GRAV-     978,953.6   (mgal)                       NAVD 88
 BQ0036
 BQ0036  VERT ORDER  -  SECOND    CLASS 0
 BQ0036
 BQ0036.The horizontal coordinates were scaled from a topographic map and have
 BQ0036.an estimated accuracy of +/- 6 seconds.
 BQ0036
 BQ0036.The orthometric height was determined by differential leveling
 BQ0036.and adjusted by the National Geodetic Survey in June 1991..
 BQ0036
 BQ0036.The geoid height was determined by GEOID03.
 BQ0036
 BQ0036.The dynamic height is computed by dividing the NAVD 88
 BQ0036.geopotential number by the normal gravity value computed on the
 BQ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0036.degrees latitude (g = 980.6199 gals.).
 BQ0036
 BQ0036.The modeled gravity was interpolated from observed gravity values.
 BQ0036
 BQ0036;                    North         East    Units  Estimated Accuracy
 BQ0036;SPC TX C     - 3,121,870.      305,960.      MT  (+/- 180 meters Scaled)
 BQ0036
 BQ0036                          SUPERSEDED SURVEY CONTROL
 BQ0036
 BQ0036  NGVD 29 (??/??/92) 1399.567  (m)         4591.75   (f) ADJ UNCH    2 0
 BQ0036
 BQ0036.Superseded values are not recommended for survey control.
 BQ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0036.See file dsdata.txt to determine how the superseded data were derived.
 BQ0036
 BQ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP528965(NAD 83)
 BQ0036_MARKER: DB = BENCH MARK DISK
 BQ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0036_STAMPING: C 730 1942
 BQ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0036+STABILITY: SURFACE MOTION
 BQ0036
 BQ0036  HISTORY     - Date     Condition        Report By
 BQ0036  HISTORY     - 1942     MONUMENTED       CGS
 BQ0036  HISTORY     - 1958     GOOD             NGS
 BQ0036
 BQ0036                          STATION DESCRIPTION
 BQ0036
 BQ0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0036'8.85 MI N FROM VALENTINE.
 BQ0036'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0036'THE STATION AT VALENTINE, THENCE 8.65 MILES NORTH ALONG A DIRT ROAD.
 BQ0036'39 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.15  MILE NORTH OF
 BQ0036'AN EARTH DAM, ABOUT 0.2 MILE NORTH OF A CATTLE GUARD, 1 1/2 FEET SOUTH
 BQ0036'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 BQ0036'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0175 ***********************************************************************
 BQ0175  DESIGNATION -  C 731
 BQ0175  PID         -  BQ0175
 BQ0175  STATE/COUNTY-  TX/PRESIDIO
 BQ0175  USGS QUAD   -  CAPOTE PEAK (1978)
 BQ0175
 BQ0175                         *CURRENT SURVEY CONTROL
 BQ0175  ___________________________________________________________________
 BQ0175* NAD 83(1986)-  30 22 04.     (N)    104 31 47.     (W)     SCALED    
 BQ0175* NAVD 88     -      1424.191  (meters)    4672.53   (feet)  POSTED    
 BQ0175  ___________________________________________________________________
 BQ0175  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 BQ0175  DYNAMIC HT  -        1421.800 (meters)    4664.69  (feet)  COMP
 BQ0175  MODELED GRAV-     978,915.5   (mgal)                       NAVD 88
 BQ0175
 BQ0175  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0175
 BQ0175.The horizontal coordinates were scaled from a topographic map and have
 BQ0175.an estimated accuracy of +/- 6 seconds.
 BQ0175
 BQ0175.The orthometric height was determined by differential leveling
 BQ0175.and adjusted by the National Geodetic Survey in 1992..
 BQ0175.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0175.rate of 1.1 thru 2.0 mm/km.
 BQ0175
 BQ0175.The geoid height was determined by GEOID03.
 BQ0175
 BQ0175.The dynamic height is computed by dividing the NAVD 88
 BQ0175.geopotential number by the normal gravity value computed on the
 BQ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0175.degrees latitude (g = 980.6199 gals.).
 BQ0175
 BQ0175.The modeled gravity was interpolated from observed gravity values.
 BQ0175
 BQ0175;                    North         East    Units  Estimated Accuracy
 BQ0175;SPC TXSC     - 4,293,460.       68,620.      MT  (+/- 180 meters Scaled)
 BQ0175
 BQ0175                          SUPERSEDED SURVEY CONTROL
 BQ0175
 BQ0175  NGVD 29 (??/??/92) 1423.594  (m)         4670.57   (f) ADJ UNCH    2 0
 BQ0175
 BQ0175.Superseded values are not recommended for survey control.
 BQ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0175.See file dsdata.txt to determine how the superseded data were derived.
 BQ0175
 BQ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP451596(NAD 83)
 BQ0175_MARKER: DB = BENCH MARK DISK
 BQ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0175_STAMPING: C 731 1943
 BQ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0175+STABILITY: SURFACE MOTION
 BQ0175
 BQ0175  HISTORY     - Date     Condition        Report By
 BQ0175  HISTORY     - 1943     MONUMENTED       CGS
 BQ0175
 BQ0175                          STATION DESCRIPTION
 BQ0175
 BQ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0175'16.5 MI S FROM VALENTINE.
 BQ0175'THIS MARK IS 16.5 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH
 BQ0175'FROM THE POST OFFICE AT VALENTINE, 1.8 MILES NORTH OF AN ARTIFICIAL
 BQ0175'LAKE, SET ON THE EAST SLOPE OF A HILL, 36.5 FEET WEST OF THE
 BQ0175'CENTERLINE OF THE ROAD, PROJECTING 5-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0283 ***********************************************************************
 BQ0283  DESIGNATION -  C 732
 BQ0283  PID         -  BQ0283
 BQ0283  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0283  USGS QUAD   -  VALENTINE WEST (1978)
 BQ0283
 BQ0283                         *CURRENT SURVEY CONTROL
 BQ0283  ___________________________________________________________________
 BQ0283* NAD 83(1986)-  30 37 00.     (N)    104 32 03.     (W)     SCALED    
 BQ0283* NAVD 88     -      1325.870  (meters)    4349.96   (feet)  ADJUSTED  
 BQ0283  ___________________________________________________________________
 BQ0283  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 BQ0283  DYNAMIC HT  -        1323.695 (meters)    4342.82  (feet)  COMP
 BQ0283  MODELED GRAV-     978,954.8   (mgal)                       NAVD 88
 BQ0283
 BQ0283  VERT ORDER  -  FIRST     CLASS II
 BQ0283
 BQ0283.The horizontal coordinates were scaled from a topographic map and have
 BQ0283.an estimated accuracy of +/- 6 seconds.
 BQ0283
 BQ0283.The orthometric height was determined by differential leveling
 BQ0283.and adjusted by the National Geodetic Survey in June 1991..
 BQ0283.WARNING-Repeat measurements at this control monument indicate possible
 BQ0283.vertical movement.
 BQ0283
 BQ0283.The geoid height was determined by GEOID03.
 BQ0283
 BQ0283.The dynamic height is computed by dividing the NAVD 88
 BQ0283.geopotential number by the normal gravity value computed on the
 BQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0283.degrees latitude (g = 980.6199 gals.).
 BQ0283
 BQ0283.The modeled gravity was interpolated from observed gravity values.
 BQ0283
 BQ0283;                    North         East    Units  Estimated Accuracy
 BQ0283;SPC TX C     - 3,112,920.      297,340.      MT  (+/- 180 meters Scaled)
 BQ0283
 BQ0283                          SUPERSEDED SURVEY CONTROL
 BQ0283
 BQ0283  NGVD 29 (??/??/92) 1325.281  (m)         4348.03   (f) ADJ UNCH    1 2
 BQ0283
 BQ0283.Superseded values are not recommended for survey control.
 BQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0283.See file dsdata.txt to determine how the superseded data were derived.
 BQ0283
 BQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP446872(NAD 83)
 BQ0283_MARKER: DB = BENCH MARK DISK
 BQ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0283_STAMPING: C 732 1943
 BQ0283_MARK LOGO: CGS   
 BQ0283_PROJECTION: PROJECTING 30 CENTIMETERS
 BQ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0283+STABILITY: SURFACE MOTION
 BQ0283
 BQ0283  HISTORY     - Date     Condition        Report By
 BQ0283  HISTORY     - 1943     MONUMENTED       CGS
 BQ0283  HISTORY     - 1957     GOOD             NGS
 BQ0283  HISTORY     - 1981     GOOD             NGS
 BQ0283  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0283
 BQ0283                          STATION DESCRIPTION
 BQ0283
 BQ0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0283'3.2 MI NW FROM VALENTINE.
 BQ0283'ABOUT 3.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0283'FROM THE STATION AT VALENTINE, 16 FEET SOUTHEAST OF MILEPOST 671, 42
 BQ0283'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 115 FEET NORTHEAST OF THE CENTER
 BQ0283'LINE OF U. S. HIGHWAY 90, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 BQ0283'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BQ0283'CONCRETE POST PROJECTING 8 INCHES.
 BQ0283
 BQ0283                          STATION RECOVERY (1981)
 BQ0283
 BQ0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0283'4.2 KM (2.6 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0283'IN VALENTINE, 35.1 METERS (115.0 FT) NORTHEAST OF THE CENTERLINE OF
 BQ0283'THE HIGHWAY, 12.8 METERS (42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0283'SOUTHERN PACIFIC RAILROAD, AND 4.9 METERS (16.0 FT) SOUTHEAST OF
 BQ0283'RAILROAD MILE POST 671.
 BQ0283'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0283'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0283
 BQ0283                          STATION RECOVERY (1996)
 BQ0283
 BQ0283'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0492 ***********************************************************************
 BQ0492  DESIGNATION -  C 732 RESET
 BQ0492  PID         -  BQ0492
 BQ0492  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0492  USGS QUAD   -  VALENTINE WEST (1978)
 BQ0492
 BQ0492                         *CURRENT SURVEY CONTROL
 BQ0492  ___________________________________________________________________
 BQ0492* NAD 83(1986)-  30 37 00.     (N)    104 32 03.     (W)     SCALED    
 BQ0492* NAVD 88     -      1325.50   (meters)    4348.7    (feet)  RESET     
 BQ0492  ___________________________________________________________________
 BQ0492  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 BQ0492
 BQ0492  VERT ORDER  -  THIRD
 BQ0492
 BQ0492.The horizontal coordinates were scaled from a topographic map and have
 BQ0492.an estimated accuracy of +/- 6 seconds.
 BQ0492
 BQ0492.The orthometric height was computed from unverified reset data.
 BQ0492
 BQ0492.The geoid height was determined by GEOID03.
 BQ0492
 BQ0492;                    North         East    Units  Estimated Accuracy
 BQ0492;SPC TX C     - 3,112,920.      297,340.      MT  (+/- 180 meters Scaled)
 BQ0492
 BQ0492                          SUPERSEDED SURVEY CONTROL
 BQ0492
 BQ0492  NGVD 29 (01/29/03) 1324.91   (m)         4346.8    (f) RESET       3  
 BQ0492
 BQ0492.Superseded values are not recommended for survey control.
 BQ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0492.See file dsdata.txt to determine how the superseded data were derived.
 BQ0492
 BQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP446872(NAD 83)
 BQ0492_MARKER: DV = VERTICAL CONTROL DISK
 BQ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0492_SP_SET: CONCRETE POST
 BQ0492_STAMPING: C 732 RESET 1983
 BQ0492_MARK LOGO: NGS   
 BQ0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0492+STABILITY: SURFACE MOTION
 BQ0492
 BQ0492  HISTORY     - Date     Condition        Report By
 BQ0492  HISTORY     - 1983     MONUMENTED       NGS
 BQ0492  HISTORY     - 19961009 GOOD             USPSQD
 BQ0492
 BQ0492                          STATION DESCRIPTION
 BQ0492
 BQ0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BQ0492'ABOUT 5.12 KM (3.20 MI) NORTHWEST ALONG THE RAILROAD FROM THE
 BQ0492'MAINTENANCE YARD (OLD STATION) AT VALENTINE, 6.10 M (20.01 FT)
 BQ0492'SOUTHEAST OF MILEPOST 671, 13.11 M (43.01 FT) SOUTHWEST OF THE
 BQ0492'SOUTHWEST RAIL AND 34.75 M (114.01 FT) NORTHEAST OF THE CENTER OF US
 BQ0492'HIGHWAY 90.
 BQ0492
 BQ0492                          STATION RECOVERY (1996)
 BQ0492
 BQ0492'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0529 ***********************************************************************
 CC0529  DESIGNATION -  C 733
 CC0529  PID         -  CC0529
 CC0529  STATE/COUNTY-  TX/REEVES
 CC0529  USGS QUAD   -  ORLA (1968)
 CC0529
 CC0529                         *CURRENT SURVEY CONTROL
 CC0529  ___________________________________________________________________
 CC0529* NAD 83(1986)-  31 48 31.     (N)    103 56 48.     (W)     SCALED    
 CC0529* NAVD 88     -       909.139  (meters)    2982.73   (feet)  ADJUSTED  
 CC0529  ___________________________________________________________________
 CC0529  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CC0529  DYNAMIC HT  -         907.788 (meters)    2978.30  (feet)  COMP
 CC0529  MODELED GRAV-     979,125.2   (mgal)                       NAVD 88
 CC0529
 CC0529  VERT ORDER  -  SECOND    CLASS 0
 CC0529
 CC0529.The horizontal coordinates were scaled from a topographic map and have
 CC0529.an estimated accuracy of +/- 6 seconds.
 CC0529
 CC0529.The orthometric height was determined by differential leveling
 CC0529.and adjusted by the National Geodetic Survey in June 1991..
 CC0529
 CC0529.The geoid height was determined by GEOID03.
 CC0529
 CC0529.The dynamic height is computed by dividing the NAVD 88
 CC0529.geopotential number by the normal gravity value computed on the
 CC0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0529.degrees latitude (g = 980.6199 gals.).
 CC0529
 CC0529.The modeled gravity was interpolated from observed gravity values.
 CC0529
 CC0529;                    North         East    Units  Estimated Accuracy
 CC0529;SPC TX C     - 3,243,010.      357,920.      MT  (+/- 180 meters Scaled)
 CC0529
 CC0529                          SUPERSEDED SURVEY CONTROL
 CC0529
 CC0529  NGVD 29 (??/??/92)  908.665  (m)         2981.18   (f) ADJ UNCH    2 0
 CC0529
 CC0529.Superseded values are not recommended for survey control.
 CC0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0529.See file dsdata.txt to determine how the superseded data were derived.
 CC0529
 CC0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER997197(NAD 83)
 CC0529_MARKER: DB = BENCH MARK DISK
 CC0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0529_STAMPING: C-733 1943
 CC0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0529+STABILITY: SURFACE MOTION
 CC0529
 CC0529  HISTORY     - Date     Condition        Report By
 CC0529  HISTORY     - 1943     MONUMENTED       CGS
 CC0529  HISTORY     - 1968     GOOD             USGS
 CC0529
 CC0529                          STATION DESCRIPTION
 CC0529
 CC0529'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 CC0529'2.5 MI W FROM ORLA.
 CC0529'ORLA, JUNCTION OF U.S. HWY. 285 AND FARM-MARKET ROAD 652, 0.35 MI. W.
 CC0529'ALONG FARM-MARKET ROAD 652, THENCE 2.2 MIL. LEFT ALONG GRADED ROAD, 46
 CC0529'FT. N. CENTERLINE OF ROAD, 10 FT. S. OF PIPELINE, 28 FT. W. OF POLE
 CC0529'NUMBER 150.3, SET IN TOP OF A CONCRETE POST, A STANDARD TABLET STAMPED
 CC0529'C 733 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0035 ***********************************************************************
 CD0035  DESIGNATION -  C 734
 CD0035  PID         -  CD0035
 CD0035  STATE/COUNTY-  TX/CULBERSON
 CD0035  USGS QUAD   -  CASTILE HILL (1973)
 CD0035
 CD0035                         *CURRENT SURVEY CONTROL
 CD0035  ___________________________________________________________________
 CD0035* NAD 83(1986)-  31 49 44.     (N)    104 19 37.     (W)     SCALED    
 CD0035* NAVD 88     -      1121.088  (meters)    3678.10   (feet)  ADJUSTED  
 CD0035  ___________________________________________________________________
 CD0035  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 CD0035  DYNAMIC HT  -        1119.382 (meters)    3672.51  (feet)  COMP
 CD0035  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 CD0035
 CD0035  VERT ORDER  -  SECOND    CLASS 0
 CD0035
 CD0035.The horizontal coordinates were scaled from a topographic map and have
 CD0035.an estimated accuracy of +/- 6 seconds.
 CD0035
 CD0035.The orthometric height was determined by differential leveling
 CD0035.and adjusted by the National Geodetic Survey in June 1991..
 CD0035
 CD0035.The geoid height was determined by GEOID03.
 CD0035
 CD0035.The dynamic height is computed by dividing the NAVD 88
 CD0035.geopotential number by the normal gravity value computed on the
 CD0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0035.degrees latitude (g = 980.6199 gals.).
 CD0035
 CD0035.The modeled gravity was interpolated from observed gravity values.
 CD0035
 CD0035;                    North         East    Units  Estimated Accuracy
 CD0035;SPC TX C     - 3,246,490.      322,020.      MT  (+/- 180 meters Scaled)
 CD0035
 CD0035                          SUPERSEDED SURVEY CONTROL
 CD0035
 CD0035  NGVD 29 (??/??/92) 1120.562  (m)         3676.38   (f) ADJ UNCH    2 0
 CD0035
 CD0035.Superseded values are not recommended for survey control.
 CD0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0035.See file dsdata.txt to determine how the superseded data were derived.
 CD0035
 CD0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER636216(NAD 83)
 CD0035_MARKER: DB = BENCH MARK DISK
 CD0035_SETTING: 0 = UNSPECIFIED SETTING
 CD0035_STAMPING: C 734 1943
 CD0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0035
 CD0035  HISTORY     - Date     Condition        Report By
 CD0035  HISTORY     - 1943     MONUMENTED       CGS
 CD0035  HISTORY     - 1973     GOOD             USGS
 CD0035
 CD0035                          STATION DESCRIPTION
 CD0035
 CD0035'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0035'26.7 MI W FROM ORLA.
 CD0035'THIS MARK IS ABOUT 26.7 MILES WEST ALONG A DIRT ROAD FROM THE POST
 CD0035'OFFICE AT ORLA, ABOUT 0.6 MILE SOUTH OF THE PIPELINE, ON THE EAST SIDE
 CD0035'OF A DRAIN WHERE THE ROAD LEAVES THE PIPELINE AND LOOPS SOUTH TO CROSS
 CD0035'THE DRAIN, 0.5 MILE SOUTH OF AN OLD CATTLEGUARD (NO FENCE), 26.0 FEET
 CD0035'SOUTHEAST OF THE CENTERLINE OF THE ROAD, PROJECTING ABOUT 5-INCHES
 CD0035'ABOVE THE GROUND, 2.0 FEET NORTH OF A WITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0098 ***********************************************************************
 BB0098  DESIGNATION -  C 735
 BB0098  PID         -  BB0098
 BB0098  STATE/COUNTY-  TX/PRESIDIO
 BB0098  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0098
 BB0098                         *CURRENT SURVEY CONTROL
 BB0098  ___________________________________________________________________
 BB0098* NAD 83(1986)-  29 47 26.     (N)    104 10 22.     (W)     SCALED    
 BB0098* NAVD 88     -      1246.450  (meters)    4089.39   (feet)  ADJUSTED  
 BB0098  ___________________________________________________________________
 BB0098  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BB0098  DYNAMIC HT  -        1244.384 (meters)    4082.62  (feet)  COMP
 BB0098  MODELED GRAV-     978,941.4   (mgal)                       NAVD 88
 BB0098
 BB0098  VERT ORDER  -  SECOND    CLASS 0
 BB0098
 BB0098.The horizontal coordinates were scaled from a topographic map and have
 BB0098.an estimated accuracy of +/- 6 seconds.
 BB0098
 BB0098.The orthometric height was determined by differential leveling
 BB0098.and adjusted by the National Geodetic Survey in June 1991..
 BB0098
 BB0098.The geoid height was determined by GEOID03.
 BB0098
 BB0098.The dynamic height is computed by dividing the NAVD 88
 BB0098.geopotential number by the normal gravity value computed on the
 BB0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0098.degrees latitude (g = 980.6199 gals.).
 BB0098
 BB0098.The modeled gravity was interpolated from observed gravity values.
 BB0098
 BB0098;                    North         East    Units  Estimated Accuracy
 BB0098;SPC TXSC     - 4,227,970.      100,070.      MT  (+/- 180 meters Scaled)
 BB0098
 BB0098                          SUPERSEDED SURVEY CONTROL
 BB0098
 BB0098  NGVD 29 (??/??/92) 1246.034  (m)         4088.03   (f) ADJ UNCH    2 0
 BB0098
 BB0098.Superseded values are not recommended for survey control.
 BB0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0098.See file dsdata.txt to determine how the superseded data were derived.
 BB0098
 BB0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN799958(NAD 83)
 BB0098_MARKER: DB = BENCH MARK DISK
 BB0098_SETTING: 66 = SET IN ROCK OUTCROP
 BB0098_SP_SET: ROCK OUTCROP
 BB0098_STAMPING: C 735 1943
 BB0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0098+STABILITY: POSITION/ELEVATION WELL
 BB0098
 BB0098  HISTORY     - Date     Condition        Report By
 BB0098  HISTORY     - 1943     MONUMENTED       CGS
 BB0098  HISTORY     - 1958     GOOD             NGS
 BB0098
 BB0098                          STATION DESCRIPTION
 BB0098
 BB0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0098'8.75 MI NW FROM CASA PIEDRA.
 BB0098'ABOUT 4.05 MILE NORTHWEST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BB0098'CASA PIEDRA TO THE TED HARPER RANCH, THENCE ABOUT 4.3 MILES NORTHWEST
 BB0098'ALONG A TRACK ROAD TO THE JUNCTION OF A DIM TRACK ROAD LEADING
 BB0098'SOUTHWEST AROUND THE BASE OF CIENAGA MOUNTAIN, THENCE ABOUT 0.4 MILE
 BB0098'SOUTHWEST ALONG A VERY DIM TRACK ROAD.  82 FEET SOUTH OF THE CENTER
 BB0098'LINE OF THE ROAD, IN THE TOP OF A ROCK OUTCROP PROJECTING 7 INCHES,
 BB0098'ABOUT 0.2 MILE NORTHEAST OF A STEEL WATER TANK, NORTHEAST AND AT THE
 BB0098'BASE OF A LARGE PROMINENT HILL, 18 FEET SOUTHWEST OF A NARROW WASH,
 BB0098'AND 34 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0109 ***********************************************************************
 BB0109  DESIGNATION -  C 737
 BB0109  PID         -  BB0109
 BB0109  STATE/COUNTY-  TX/PRESIDIO
 BB0109  USGS QUAD   -  PLATA (1983)
 BB0109
 BB0109                         *CURRENT SURVEY CONTROL
 BB0109  ___________________________________________________________________
 BB0109* NAD 83(1986)-  29 50 20.     (N)    104 00 57.     (W)     SCALED    
 BB0109* NAVD 88     -      1135.009  (meters)    3723.78   (feet)  ADJUSTED  
 BB0109  ___________________________________________________________________
 BB0109  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BB0109  DYNAMIC HT  -        1133.141 (meters)    3717.65  (feet)  COMP
 BB0109  MODELED GRAV-     978,958.2   (mgal)                       NAVD 88
 BB0109
 BB0109  VERT ORDER  -  SECOND    CLASS 0
 BB0109
 BB0109.The horizontal coordinates were scaled from a topographic map and have
 BB0109.an estimated accuracy of +/- 6 seconds.
 BB0109
 BB0109.The orthometric height was determined by differential leveling
 BB0109.and adjusted by the National Geodetic Survey in June 1991..
 BB0109
 BB0109.The geoid height was determined by GEOID03.
 BB0109
 BB0109.The dynamic height is computed by dividing the NAVD 88
 BB0109.geopotential number by the normal gravity value computed on the
 BB0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0109.degrees latitude (g = 980.6199 gals.).
 BB0109
 BB0109.The modeled gravity was interpolated from observed gravity values.
 BB0109
 BB0109;                    North         East    Units  Estimated Accuracy
 BB0109;SPC TXSC     - 4,232,660.      115,460.      MT  (+/- 180 meters Scaled)
 BB0109
 BB0109                          SUPERSEDED SURVEY CONTROL
 BB0109
 BB0109  NGVD 29 (??/??/92) 1134.620  (m)         3722.50   (f) ADJ UNCH    2 0
 BB0109
 BB0109.Superseded values are not recommended for survey control.
 BB0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0109.See file dsdata.txt to determine how the superseded data were derived.
 BB0109
 BB0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP950013(NAD 83)
 BB0109_MARKER: DB = BENCH MARK DISK
 BB0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0109_STAMPING: C 737 1943
 BB0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0109+STABILITY: SURFACE MOTION
 BB0109
 BB0109  HISTORY     - Date     Condition        Report By
 BB0109  HISTORY     - 1943     MONUMENTED       CGS
 BB0109  HISTORY     - 1958     GOOD             NGS
 BB0109
 BB0109                          STATION DESCRIPTION
 BB0109
 BB0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0109'2.1 MI S FROM PLATA.
 BB0109'ABOUT 2.1 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD
 BB0109'SECTION FOREMANS HOUSE AT PLATA, 31 FEET EAST-NORTHEAST OF THE CENTER
 BB0109'LINE OF THE ROAD, ABOUT 0.15 MILE SOUTH OF THE PANHANDLE AND SANTA FE
 BB0109'RAILROAD CROSSING, 305 FEET EAST-NORTHEAST OF THE NEAR RAIL, IN LINE
 BB0109'WITH A FENCE ABOUT 200 FEET EAST-NORTHEAST AND ACROSS A GULLY, 2 FEET
 BB0109'SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BB0109'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0164 ***********************************************************************
 BQ0164  DESIGNATION -  C 738
 BQ0164  PID         -  BQ0164
 BQ0164  STATE/COUNTY-  TX/PRESIDIO
 BQ0164  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0164
 BQ0164                         *CURRENT SURVEY CONTROL
 BQ0164  ___________________________________________________________________
 BQ0164* NAD 83(1986)-  30 11 35.     (N)    104 03 17.     (W)     SCALED    
 BQ0164* NAVD 88     -      1375.711  (meters)    4513.48   (feet)  ADJUSTED  
 BQ0164  ___________________________________________________________________
 BQ0164  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BQ0164  DYNAMIC HT  -        1373.424 (meters)    4505.98  (feet)  COMP
 BQ0164  MODELED GRAV-     978,931.5   (mgal)                       NAVD 88
 BQ0164
 BQ0164  VERT ORDER  -  FIRST     CLASS II
 BQ0164
 BQ0164.The horizontal coordinates were scaled from a topographic map and have
 BQ0164.an estimated accuracy of +/- 6 seconds.
 BQ0164
 BQ0164.The orthometric height was determined by differential leveling
 BQ0164.and adjusted by the National Geodetic Survey in June 1991..
 BQ0164
 BQ0164.The geoid height was determined by GEOID03.
 BQ0164
 BQ0164.The dynamic height is computed by dividing the NAVD 88
 BQ0164.geopotential number by the normal gravity value computed on the
 BQ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0164.degrees latitude (g = 980.6199 gals.).
 BQ0164
 BQ0164.The modeled gravity was interpolated from observed gravity values.
 BQ0164
 BQ0164;                    North         East    Units  Estimated Accuracy
 BQ0164;SPC TXSC     - 4,272,050.      113,400.      MT  (+/- 180 meters Scaled)
 BQ0164
 BQ0164                          SUPERSEDED SURVEY CONTROL
 BQ0164
 BQ0164  NGVD 29 (??/??/92) 1375.235  (m)         4511.92   (f) ADJ UNCH    1 2
 BQ0164
 BQ0164.Superseded values are not recommended for survey control.
 BQ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0164.See file dsdata.txt to determine how the superseded data were derived.
 BQ0164
 BQ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP909405(NAD 83)
 BQ0164_MARKER: DB = BENCH MARK DISK
 BQ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0164_STAMPING: C 738 1943
 BQ0164_MARK LOGO: CGS   
 BQ0164_PROJECTION: PROJECTING 15 CENTIMETERS
 BQ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0164+STABILITY: SURFACE MOTION
 BQ0164
 BQ0164  HISTORY     - Date     Condition        Report By
 BQ0164  HISTORY     - 1943     MONUMENTED       CGS
 BQ0164  HISTORY     - 1958     GOOD             NGS
 BQ0164  HISTORY     - 1981     GOOD             NGS
 BQ0164
 BQ0164                          STATION DESCRIPTION
 BQ0164
 BQ0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0164'8.9 MI S FROM MARFA.
 BQ0164'ABOUT 7.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 67 FROM THE TEXAS AND NEW
 BQ0164'ORLEANS RAILROAD STATION AT MARFA, THENCE ABOUT 1.5 MILES SOUTHEAST
 BQ0164'ALONG FARM ROAD 169, 114 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 BQ0164'ROAD, ABOUT 0.15 MILE NORTHWEST OF A CURVE ON A SLIGHT HILL, 63 FEET
 BQ0164'NORTHEAST OF A FENCE, 31 FEET NORTHEAST OF THE CENTER LINE OF THE OLD
 BQ0164'ROAD, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 BQ0164'OF A CONCRETE POST PROJECTING 8 INCHES.
 BQ0164
 BQ0164                          STATION RECOVERY (1981)
 BQ0164
 BQ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0164'11.6 KM (7.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0164'WITH U.S. HIGHWAY 90 IN MARFA, THENCE 2.2 KM (1.4 MI) SOUTHEAST
 BQ0164'ALONG RANCH ROAD 169, 35.1 METERS (115.0 FT) NORTHEAST OF THE
 BQ0164'CENTERLINE OF THE ROAD, AND 19.2 METERS (63.0 FT) NORTHEAST OF A
 BQ0164'FENCE.
 BQ0164'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 BQ0164'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0200 ***********************************************************************
 BB0200  DESIGNATION -  C 739
 BB0200  PID         -  BB0200
 BB0200  STATE/COUNTY-  TX/PRESIDIO
 BB0200  USGS QUAD   -  ADOBES (1979)
 BB0200
 BB0200                         *CURRENT SURVEY CONTROL
 BB0200  ___________________________________________________________________
 BB0200* NAD 83(1986)-  29 50 44.     (N)    104 36 41.     (W)     SCALED    
 BB0200* NAVD 88     -       827.033  (meters)    2713.36   (feet)  POSTED    
 BB0200  ___________________________________________________________________
 BB0200  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 BB0200  DYNAMIC HT  -         825.690 (meters)    2708.95  (feet)  COMP
 BB0200  MODELED GRAV-     978,988.6   (mgal)                       NAVD 88
 BB0200
 BB0200  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0200
 BB0200.The horizontal coordinates were scaled from a topographic map and have
 BB0200.an estimated accuracy of +/- 6 seconds.
 BB0200
 BB0200.The orthometric height was determined by differential leveling
 BB0200.and adjusted by the National Geodetic Survey in 1992..
 BB0200.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0200.rate of 1.1 thru 2.0 mm/km.
 BB0200
 BB0200.The geoid height was determined by GEOID03.
 BB0200
 BB0200.The dynamic height is computed by dividing the NAVD 88
 BB0200.geopotential number by the normal gravity value computed on the
 BB0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0200.degrees latitude (g = 980.6199 gals.).
 BB0200
 BB0200.The modeled gravity was interpolated from observed gravity values.
 BB0200
 BB0200;                    North         East    Units  Estimated Accuracy
 BB0200;SPC TXSC     - 4,236,020.       58,000.      MT  (+/- 180 meters Scaled)
 BB0200
 BB0200                          SUPERSEDED SURVEY CONTROL
 BB0200
 BB0200  NGVD 29 (??/??/92)  826.577  (m)         2711.86   (f) ADJ UNCH    2 0
 BB0200
 BB0200.Superseded values are not recommended for survey control.
 BB0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0200.See file dsdata.txt to determine how the superseded data were derived.
 BB0200
 BB0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP375017(NAD 83)
 BB0200_MARKER: DB = BENCH MARK DISK
 BB0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0200_STAMPING: C 739 1943
 BB0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0200+STABILITY: SURFACE MOTION
 BB0200
 BB0200  HISTORY     - Date     Condition        Report By
 BB0200  HISTORY     - 1943     MONUMENTED       CGS
 BB0200
 BB0200                          STATION DESCRIPTION
 BB0200
 BB0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0200'11.5 MI SE FROM RUIDOSA.
 BB0200'THIS MARK IS 11.5 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0200'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, 0.3 MILE NORTHWEST OF A ADOBE
 BB0200'WHICH IS SETTING ON THE SOUTHWEST SIDE OF A HILL, 2.0 FEET NORTHEAST
 BB0200'OF A FENCE RUNNING PARALLEL WITH THE ROAD, 25.0 FEET SOUTHWEST OF THE
 BB0200'CENTERLINE OF THE ROAD, PROJECTING 3-INCHES ABOVE THE GROUND, 2.0 FEET
 BB0200'NORTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0628 ***********************************************************************
 CA0628  DESIGNATION -  C 74
 CA0628  PID         -  CA0628
 CA0628  STATE/COUNTY-  TX/COLEMAN
 CA0628  USGS QUAD   -  NOVICE EAST (1987)
 CA0628
 CA0628                         *CURRENT SURVEY CONTROL
 CA0628  ___________________________________________________________________
 CA0628* NAD 83(1986)-  31 54 56.     (N)    099 31 42.     (W)     SCALED    
 CA0628* NAVD 88     -       587.865  (meters)    1928.69   (feet)  POSTED    
 CA0628  ___________________________________________________________________
 CA0628  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CA0628  DYNAMIC HT  -         587.090 (meters)    1926.14  (feet)  COMP
 CA0628  MODELED GRAV-     979,296.5   (mgal)                       NAVD 88
 CA0628
 CA0628  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0628
 CA0628.The horizontal coordinates were scaled from a topographic map and have
 CA0628.an estimated accuracy of +/- 6 seconds.
 CA0628
 CA0628.The orthometric height was determined by differential leveling
 CA0628.and adjusted by the National Geodetic Survey in 1992..
 CA0628.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0628.rate of 0.0 thru 1.0 mm/km.
 CA0628
 CA0628.The geoid height was determined by GEOID03.
 CA0628
 CA0628.The dynamic height is computed by dividing the NAVD 88
 CA0628.geopotential number by the normal gravity value computed on the
 CA0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0628.degrees latitude (g = 980.6199 gals.).
 CA0628
 CA0628.The modeled gravity was interpolated from observed gravity values.
 CA0628
 CA0628;                    North         East    Units  Estimated Accuracy
 CA0628;SPC TX C     - 3,249,590.      776,140.      MT  (+/- 180 meters Scaled)
 CA0628
 CA0628                          SUPERSEDED SURVEY CONTROL
 CA0628
 CA0628  NGVD 29 (??/??/92)  587.722  (m)         1928.22   (f) ADJ UNCH    1 2
 CA0628
 CA0628.Superseded values are not recommended for survey control.
 CA0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0628.See file dsdata.txt to determine how the superseded data were derived.
 CA0628
 CA0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA500311(NAD 83)
 CA0628_MARKER: DB = BENCH MARK DISK
 CA0628_SETTING: 66 = SET IN ROCK OUTCROP
 CA0628_SP_SET: OUTCROP
 CA0628_STAMPING: 1928.218 C 74 1931
 CA0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0628+STABILITY: POSITION/ELEVATION WELL
 CA0628
 CA0628  HISTORY     - Date     Condition        Report By
 CA0628  HISTORY     - 1931     MONUMENTED       CGS
 CA0628  HISTORY     - 1967     MARK NOT FOUND   USGS
 CA0628
 CA0628                          STATION DESCRIPTION
 CA0628
 CA0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0628'3.4 MI SE FROM SILVER VALLEY.
 CA0628'3.4 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0628'SILVER VALLEY, COLEMAN COUNTY, 9 POLES EAST OF MILEPOST 388, 120 YARDS
 CA0628'EAST OF A ROAD CROSSING, 6 FEET NORTH OF THE TRACK, AND IN THE TOP OF
 CA0628'A LARGE FLAT OUTCROP.  A STANDARD DISK, STAMPED 1928.218 C 74 1931.
 CA0628
 CA0628                          STATION RECOVERY (1967)
 CA0628
 CA0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CA0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0067 ***********************************************************************
 BA0067  DESIGNATION -  C 740
 BA0067  PID         -  BA0067
 BA0067  STATE/COUNTY-  TX/BREWSTER
 BA0067  USGS QUAD   -  SANTIAGO PEAK (1983)
 BA0067
 BA0067                         *CURRENT SURVEY CONTROL
 BA0067  ___________________________________________________________________
 BA0067* NAD 83(1986)-  29 47 38.     (N)    103 29 38.     (W)     SCALED    
 BA0067* NAVD 88     -      1110.847  (meters)    3644.50   (feet)  ADJUSTED  
 BA0067  ___________________________________________________________________
 BA0067  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 BA0067  DYNAMIC HT  -        1109.041 (meters)    3638.58  (feet)  COMP
 BA0067  MODELED GRAV-     978,978.3   (mgal)                       NAVD 88
 BA0067
 BA0067  VERT ORDER  -  SECOND    CLASS 0
 BA0067
 BA0067.The horizontal coordinates were scaled from a topographic map and have
 BA0067.an estimated accuracy of +/- 6 seconds.
 BA0067
 BA0067.The orthometric height was determined by differential leveling
 BA0067.and adjusted by the National Geodetic Survey in June 1991..
 BA0067
 BA0067.The geoid height was determined by GEOID03.
 BA0067
 BA0067.The dynamic height is computed by dividing the NAVD 88
 BA0067.geopotential number by the normal gravity value computed on the
 BA0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0067.degrees latitude (g = 980.6199 gals.).
 BA0067
 BA0067.The modeled gravity was interpolated from observed gravity values.
 BA0067
 BA0067;                    North         East    Units  Estimated Accuracy
 BA0067;SPC TXSC     - 4,225,630.      165,660.      MT  (+/- 180 meters Scaled)
 BA0067
 BA0067                          SUPERSEDED SURVEY CONTROL
 BA0067
 BA0067  NGVD 29 (??/??/92) 1110.420  (m)         3643.10   (f) ADJ UNCH    2 0
 BA0067
 BA0067.Superseded values are not recommended for survey control.
 BA0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0067.See file dsdata.txt to determine how the superseded data were derived.
 BA0067
 BA0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN455968(NAD 83)
 BA0067_MARKER: DB = BENCH MARK DISK
 BA0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0067_STAMPING: C 740 1943
 BA0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0067+STABILITY: SURFACE MOTION
 BA0067
 BA0067  HISTORY     - Date     Condition        Report By
 BA0067  HISTORY     - 1943     MONUMENTED       CGS
 BA0067  HISTORY     - 1958     GOOD             NGS
 BA0067
 BA0067                          STATION DESCRIPTION
 BA0067
 BA0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0067'47.65 MI S FROM ALPINE.
 BA0067'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0067'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0067'118, THENCE ABOUT 5.0 MILES EAST ALONG A GRADED DIRT ROAD LEADING TO
 BA0067'THE A. M. POTTER RANCH.  33 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BA0067'ON THE CREST OF A SLIGHT RISE, 7 1/2 FEET WEST-NORTHWEST OF A FENCE
 BA0067'CORNER, 3 FEET NORTH OF A WOVEN WIRE FENCE, 2 1/2 FEET NORTHWEST OF A
 BA0067'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0067'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0323 ***********************************************************************
 BP0323  DESIGNATION -  C 741
 BP0323  PID         -  BP0323
 BP0323  STATE/COUNTY-  TX/BREWSTER
 BP0323  USGS QUAD   -  SIMPSON SPRINGS MOUNTAIN (1983)
 BP0323
 BP0323                         *CURRENT SURVEY CONTROL
 BP0323  ___________________________________________________________________
 BP0323* NAD 83(1986)-  30 00 37.     (N)    103 16 13.     (W)     SCALED    
 BP0323* NAVD 88     -      1084.533  (meters)    3558.17   (feet)  ADJUSTED  
 BP0323  ___________________________________________________________________
 BP0323  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BP0323  DYNAMIC HT  -        1082.782 (meters)    3552.43  (feet)  COMP
 BP0323  MODELED GRAV-     978,990.0   (mgal)                       NAVD 88
 BP0323
 BP0323  VERT ORDER  -  SECOND    CLASS 0
 BP0323
 BP0323.The horizontal coordinates were scaled from a topographic map and have
 BP0323.an estimated accuracy of +/- 6 seconds.
 BP0323
 BP0323.The orthometric height was determined by differential leveling
 BP0323.and adjusted by the National Geodetic Survey in June 1991..
 BP0323
 BP0323.The geoid height was determined by GEOID03.
 BP0323
 BP0323.The dynamic height is computed by dividing the NAVD 88
 BP0323.geopotential number by the normal gravity value computed on the
 BP0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0323.degrees latitude (g = 980.6199 gals.).
 BP0323
 BP0323.The modeled gravity was interpolated from observed gravity values.
 BP0323
 BP0323;                    North         East    Units  Estimated Accuracy
 BP0323;SPC TXSC     - 4,248,790.      188,140.      MT  (+/- 180 meters Scaled)
 BP0323
 BP0323                          SUPERSEDED SURVEY CONTROL
 BP0323
 BP0323  NGVD 29 (??/??/92) 1084.143  (m)         3556.89   (f) ADJ UNCH    2 0
 BP0323
 BP0323.Superseded values are not recommended for survey control.
 BP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0323.See file dsdata.txt to determine how the superseded data were derived.
 BP0323
 BP0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP668211(NAD 83)
 BP0323_MARKER: DB = BENCH MARK DISK
 BP0323_SETTING: 66 = SET IN ROCK OUTCROP
 BP0323_SP_SET: HARD ROCK OUTCROP
 BP0323_STAMPING: C 741 1943
 BP0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0323+STABILITY: POSITION/ELEVATION WELL
 BP0323
 BP0323  HISTORY     - Date     Condition        Report By
 BP0323  HISTORY     - 1943     MONUMENTED       CGS
 BP0323  HISTORY     - 1966     GOOD             NGS
 BP0323  HISTORY     - 1976     GOOD             USGS
 BP0323  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0323
 BP0323                          STATION DESCRIPTION
 BP0323
 BP0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0323'14.60 MI S FROM MARATHON.
 BP0323'ABOUT 0.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0323'THE STATION AT MARATHON, THENCE 14.15 MILES SOUTH ALONG U. S. HIGHWAY
 BP0323'385 TO A LONE TREE AND WINDMILL ON THE WEST SIDE OF THE HIGHWAY,
 BP0323'THENCE 0.15 MILES SOUTHEAST ALONG A PRIVATE ROAD TO THE OLD ROAD
 BP0323'GRADE, IN THE TOP OF A TRIANGLE SHAPED HARD ROCK OUTCROP PROJECTING 5
 BP0323'INCHES, 151 FEET WEST OF THE CENTERLINE OF THE OLD ROAD, 0.4 MILES
 BP0323'NORTHWEST OF A TILE HOUSE AND WINDMILL, 394 FEET NORTHEAST OF THE
 BP0323'CENTERLINE OF THE PRIVATE ROAD, 345 FEET NORTH OF AN EAST-WEST FENCE,
 BP0323'AND MARKED BY A CIRCLE OF WHITE PAINT.
 BP0323
 BP0323                          STATION RECOVERY (1976)
 BP0323
 BP0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BP0323'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 BP0323'STATE HIGHWAY 51 IS NOW U.S. HIGHWAY 385.
 BP0323
 BP0323                          STATION RECOVERY (2001)
 BP0323
 BP0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0323'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0169 ***********************************************************************
 BA0169  DESIGNATION -  C 742
 BA0169  PID         -  BA0169
 BA0169  STATE/COUNTY-  TX/BREWSTER
 BA0169  USGS QUAD   -  ROYS PEAK (1971)
 BA0169
 BA0169                         *CURRENT SURVEY CONTROL
 BA0169  ___________________________________________________________________
 BA0169* NAD 83(1986)-  29 15 10.     (N)    103 06 06.     (W)     SCALED    
 BA0169* NAVD 88     -       805.528  (meters)    2642.80   (feet)  ADJUSTED  
 BA0169  ___________________________________________________________________
 BA0169  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 BA0169  DYNAMIC HT  -         804.229 (meters)    2638.54  (feet)  COMP
 BA0169  MODELED GRAV-     979,004.3   (mgal)                       NAVD 88
 BA0169
 BA0169  VERT ORDER  -  FIRST     CLASS II
 BA0169
 BA0169.The horizontal coordinates were scaled from a topographic map and have
 BA0169.an estimated accuracy of +/- 6 seconds.
 BA0169
 BA0169.The orthometric height was determined by differential leveling
 BA0169.and adjusted by the National Geodetic Survey in June 1991..
 BA0169
 BA0169.The geoid height was determined by GEOID03.
 BA0169
 BA0169.The dynamic height is computed by dividing the NAVD 88
 BA0169.geopotential number by the normal gravity value computed on the
 BA0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0169.degrees latitude (g = 980.6199 gals.).
 BA0169
 BA0169.The modeled gravity was interpolated from observed gravity values.
 BA0169
 BA0169;                    North         East    Units  Estimated Accuracy
 BA0169;SPC TXSC     - 4,164,300.      201,450.      MT  (+/- 180 meters Scaled)
 BA0169
 BA0169                          SUPERSEDED SURVEY CONTROL
 BA0169
 BA0169  NGVD 29 (??/??/92)  805.154  (m)         2641.58   (f) ADJ UNCH    1 2
 BA0169
 BA0169.Superseded values are not recommended for survey control.
 BA0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0169.See file dsdata.txt to determine how the superseded data were derived.
 BA0169
 BA0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN844374(NAD 83)
 BA0169_MARKER: DB = BENCH MARK DISK
 BA0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0169_STAMPING: C 742 1943
 BA0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0169+STABILITY: SURFACE MOTION
 BA0169
 BA0169  HISTORY     - Date     Condition        Report By
 BA0169  HISTORY     - 1943     MONUMENTED       CGS
 BA0169  HISTORY     - 1958     GOOD             NGS
 BA0169  HISTORY     - 20030422 GOOD             USPSQD
 BA0169
 BA0169                          STATION DESCRIPTION
 BA0169
 BA0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0169'8.25 MI SE FROM PARK HEADQUARTERS.
 BA0169'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0169'BUILDING, THENCE 7.75 MILES SOUTHEAST ALONG A PAVED ROAD.  36 FEET
 BA0169'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE WEST OF A DRAW,
 BA0169'ABOUT 0.1 MILE EAST OF A DIP IN THE ROAD, 2 FEET SOUTH OF A WHITE
 BA0169'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN
 BA0169'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BA0169
 BA0169                          STATION RECOVERY (2003)
 BA0169
 BA0169'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0025 ***********************************************************************
 BA0025  DESIGNATION -  C 743
 BA0025  PID         -  BA0025
 BA0025  STATE/COUNTY-  TX/BREWSTER
 BA0025  USGS QUAD   -  SAN FRANCISCO SHUTUP (1983)
 BA0025
 BA0025                         *CURRENT SURVEY CONTROL
 BA0025  ___________________________________________________________________
 BA0025* NAD 83(1986)-  29 57 04.     (N)    102 42 29.     (W)     SCALED    
 BA0025* NAVD 88     -       796.081  (meters)    2611.81   (feet)  ADJUSTED  
 BA0025  ___________________________________________________________________
 BA0025  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BA0025  DYNAMIC HT  -         794.853 (meters)    2607.78  (feet)  COMP
 BA0025  MODELED GRAV-     979,074.0   (mgal)                       NAVD 88
 BA0025
 BA0025  VERT ORDER  -  FIRST     CLASS II
 BA0025
 BA0025.The horizontal coordinates were scaled from a topographic map and have
 BA0025.an estimated accuracy of +/- 6 seconds.
 BA0025
 BA0025.The orthometric height was determined by differential leveling
 BA0025.and adjusted by the National Geodetic Survey in June 1991..
 BA0025
 BA0025.The geoid height was determined by GEOID03.
 BA0025
 BA0025.The dynamic height is computed by dividing the NAVD 88
 BA0025.geopotential number by the normal gravity value computed on the
 BA0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0025.degrees latitude (g = 980.6199 gals.).
 BA0025
 BA0025.The modeled gravity was interpolated from observed gravity values.
 BA0025
 BA0025;                    North         East    Units  Estimated Accuracy
 BA0025;SPC TXSC     - 4,240,380.      242,140.      MT  (+/- 180 meters Scaled)
 BA0025
 BA0025                          SUPERSEDED SURVEY CONTROL
 BA0025
 BA0025  NGVD 29 (??/??/92)  795.799  (m)         2610.88   (f) ADJ UNCH    1 2
 BA0025
 BA0025.Superseded values are not recommended for survey control.
 BA0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0025.See file dsdata.txt to determine how the superseded data were derived.
 BA0025
 BA0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP211155(NAD 83)
 BA0025_MARKER: DB = BENCH MARK DISK
 BA0025_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0025_SP_SET: UNSPEC ROCK
 BA0025_STAMPING: C 743 1943
 BA0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0025
 BA0025  HISTORY     - Date     Condition        Report By
 BA0025  HISTORY     - 1943     MONUMENTED       CGS
 BA0025  HISTORY     - 1958     GOOD             NGS
 BA0025
 BA0025                          STATION DESCRIPTION
 BA0025
 BA0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0025'1.0 MI SW FROM SLAUGHTER RANCH HDQ.
 BA0025'ABOUT 1.0 MILES SOUTHWEST ALONG A TRAIL ROAD FROM THE SLAUGHTER RANCH
 BA0025'HDQ., IN THE TOP OF A LIMESTONE ROCK, 90 FEET NORTH-NORTHEAST OF THE
 BA0025'CENTER LINE OF THE ROAD, ON THE SOUTH SIDE OF A ROCKY BANK, AND ABOUT
 BA0025'300 FEET NORTH OF SAN FRANCISCO CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0078 ***********************************************************************
 BB0078  DESIGNATION -  C 744
 BB0078  PID         -  BB0078
 BB0078  STATE/COUNTY-  TX/PRESIDIO
 BB0078  USGS QUAD   -  CERRO REDONDO (1983)
 BB0078
 BB0078                         *CURRENT SURVEY CONTROL
 BB0078  ___________________________________________________________________
 BB0078* NAD 83(1986)-  29 33 01.     (N)    104 11 07.     (W)     SCALED    
 BB0078* NAVD 88     -       890.032  (meters)    2920.05   (feet)  ADJUSTED  
 BB0078  ___________________________________________________________________
 BB0078  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BB0078  DYNAMIC HT  -         888.581 (meters)    2915.29  (feet)  COMP
 BB0078  MODELED GRAV-     978,983.0   (mgal)                       NAVD 88
 BB0078
 BB0078  VERT ORDER  -  FIRST     CLASS II
 BB0078
 BB0078.The horizontal coordinates were scaled from a topographic map and have
 BB0078.an estimated accuracy of +/- 6 seconds.
 BB0078
 BB0078.The orthometric height was determined by differential leveling
 BB0078.and adjusted by the National Geodetic Survey in June 1991..
 BB0078
 BB0078.The geoid height was determined by GEOID03.
 BB0078
 BB0078.The dynamic height is computed by dividing the NAVD 88
 BB0078.geopotential number by the normal gravity value computed on the
 BB0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0078.degrees latitude (g = 980.6199 gals.).
 BB0078
 BB0078.The modeled gravity was interpolated from observed gravity values.
 BB0078
 BB0078;                    North         East    Units  Estimated Accuracy
 BB0078;SPC TXSC     - 4,201,420.       97,680.      MT  (+/- 180 meters Scaled)
 BB0078
 BB0078                          SUPERSEDED SURVEY CONTROL
 BB0078
 BB0078  NGVD 29 (??/??/92)  889.714  (m)         2919.00   (f) ADJ UNCH    1 2
 BB0078
 BB0078.Superseded values are not recommended for survey control.
 BB0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0078.See file dsdata.txt to determine how the superseded data were derived.
 BB0078
 BB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN789692(NAD 83)
 BB0078_MARKER: DB = BENCH MARK DISK
 BB0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0078_STAMPING: C 744 1943
 BB0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0078+STABILITY: SURFACE MOTION
 BB0078
 BB0078  HISTORY     - Date     Condition        Report By
 BB0078  HISTORY     - 1943     MONUMENTED       CGS
 BB0078  HISTORY     - 1958     GOOD             NGS
 BB0078
 BB0078                          STATION DESCRIPTION
 BB0078
 BB0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0078'16.45 MI E FROM PRESIDIO.
 BB0078'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0078'PRESIDIO, THENCE 5.85 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BB0078'1.2 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 1.15 MILES EAST
 BB0078'ALONG THE TRACK ROAD TO FOWLKES BROS. RANCH, THENCE 0.55 MILE
 BB0078'SOUTHWEST ALONG A TRACK ROAD.  28 FEET SOUTHEAST OF THE CENTER LINE OF
 BB0078'THE ROAD, ABOUT 0.1 MILE NORTHEAST OF A TELEPHONE LINE CROSSING, 1
 BB0078'FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BB0078'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0042 ***********************************************************************
 BA0042  DESIGNATION -  C 745
 BA0042  PID         -  BA0042
 BA0042  STATE/COUNTY-  TX/BREWSTER
 BA0042  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0042
 BA0042                         *CURRENT SURVEY CONTROL
 BA0042  ___________________________________________________________________
 BA0042* NAD 83(1986)-  29 39 07.     (N)    103 10 24.     (W)     SCALED    
 BA0042* NAVD 88     -       842.797  (meters)    2765.08   (feet)  ADJUSTED  
 BA0042  ___________________________________________________________________
 BA0042  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BA0042  DYNAMIC HT  -         841.457 (meters)    2760.68  (feet)  COMP
 BA0042  MODELED GRAV-     979,025.5   (mgal)                       NAVD 88
 BA0042
 BA0042  VERT ORDER  -  FIRST     CLASS II
 BA0042
 BA0042.The horizontal coordinates were scaled from a topographic map and have
 BA0042.an estimated accuracy of +/- 6 seconds.
 BA0042
 BA0042.The orthometric height was determined by differential leveling
 BA0042.and adjusted by the National Geodetic Survey in June 1991..
 BA0042
 BA0042.The geoid height was determined by GEOID03.
 BA0042
 BA0042.The dynamic height is computed by dividing the NAVD 88
 BA0042.geopotential number by the normal gravity value computed on the
 BA0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0042.degrees latitude (g = 980.6199 gals.).
 BA0042
 BA0042.The modeled gravity was interpolated from observed gravity values.
 BA0042
 BA0042;                    North         East    Units  Estimated Accuracy
 BA0042;SPC TXSC     - 4,208,760.      196,070.      MT  (+/- 180 meters Scaled)
 BA0042
 BA0042                          SUPERSEDED SURVEY CONTROL
 BA0042
 BA0042  NGVD 29 (??/??/92)  842.446  (m)         2763.92   (f) ADJ UNCH    1 2
 BA0042
 BA0042.Superseded values are not recommended for survey control.
 BA0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0042.See file dsdata.txt to determine how the superseded data were derived.
 BA0042
 BA0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN768816(NAD 83)
 BA0042_MARKER: DB = BENCH MARK DISK
 BA0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0042_STAMPING: C 745 1943
 BA0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0042+STABILITY: SURFACE MOTION
 BA0042
 BA0042  HISTORY     - Date     Condition        Report By
 BA0042  HISTORY     - 1943     MONUMENTED       CGS
 BA0042  HISTORY     - 1967     GOOD             NGS
 BA0042  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0042
 BA0042                          STATION DESCRIPTION
 BA0042
 BA0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0042'1.2 MI S FROM PERSIMMON GAP.
 BA0042'ABOUT 1.2 MILES SOUTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0042'PERSIMMON GAP, 46 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.5
 BA0042'MILES SOUTH OF THE JUNCTION OF A GRADED DIRT ROAD LEADING WEST, 14 1/2
 BA0042'FEET NORTHEAST OF POWER POLE NO. 468, 154 FEET NORTHWEST OF A TRAIL
 BA0042'ROAD LEADING SOUTHWEST, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS
 BA0042'POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BA0042'PROJECTING 5 INCHES.
 BA0042
 BA0042                          STATION RECOVERY (2001)
 BA0042
 BA0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0042'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0144 ***********************************************************************
 BA0144  DESIGNATION -  C 746
 BA0144  PID         -  BA0144
 BA0144  STATE/COUNTY-  TX/BREWSTER
 BA0144  USGS QUAD   -  GLENN SPRING (1971)
 BA0144
 BA0144                         *CURRENT SURVEY CONTROL
 BA0144  ___________________________________________________________________
 BA0144* NAD 83(1986)-  29 08 19.     (N)    103 12 07.     (W)     SCALED    
 BA0144* NAVD 88     -       793.748  (meters)    2604.15   (feet)  ADJUSTED  
 BA0144  ___________________________________________________________________
 BA0144  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 BA0144  DYNAMIC HT  -         792.462 (meters)    2599.94  (feet)  COMP
 BA0144  MODELED GRAV-     978,998.5   (mgal)                       NAVD 88
 BA0144
 BA0144  VERT ORDER  -  FIRST     CLASS II
 BA0144
 BA0144.The horizontal coordinates were scaled from a topographic map and have
 BA0144.an estimated accuracy of +/- 6 seconds.
 BA0144
 BA0144.The orthometric height was determined by differential leveling
 BA0144.and adjusted by the National Geodetic Survey in June 1991..
 BA0144
 BA0144.The geoid height was determined by GEOID03.
 BA0144
 BA0144.The dynamic height is computed by dividing the NAVD 88
 BA0144.geopotential number by the normal gravity value computed on the
 BA0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0144.degrees latitude (g = 980.6199 gals.).
 BA0144
 BA0144.The modeled gravity was interpolated from observed gravity values.
 BA0144
 BA0144;                    North         East    Units  Estimated Accuracy
 BA0144;SPC TXSC     - 4,152,000.      191,260.      MT  (+/- 180 meters Scaled)
 BA0144
 BA0144                          SUPERSEDED SURVEY CONTROL
 BA0144
 BA0144  NGVD 29 (??/??/92)  793.354  (m)         2602.86   (f) ADJ UNCH    1 2
 BA0144
 BA0144.Superseded values are not recommended for survey control.
 BA0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0144.See file dsdata.txt to determine how the superseded data were derived.
 BA0144
 BA0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN749246(NAD 83)
 BA0144_MARKER: DB = BENCH MARK DISK
 BA0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0144_STAMPING: C 746 1943
 BA0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0144+STABILITY: SURFACE MOTION
 BA0144
 BA0144  HISTORY     - Date     Condition        Report By
 BA0144  HISTORY     - 1943     MONUMENTED       CGS
 BA0144  HISTORY     - 1958     GOOD             NGS
 BA0144
 BA0144                          STATION DESCRIPTION
 BA0144
 BA0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0144'33.55 MI E FROM CASTOLON.
 BA0144'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0144'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0144'5.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 10.95 MILES
 BA0144'NORTHEAST ALONG A GRADED DIRT ROAD.  50 FEET SOUTHEAST OF THE CENTER
 BA0144'LINE OF THE ROAD, ABOUT 1.0 MILE SOUTHWEST OF B. M. B 746, AT THE
 BA0144'SOUTHWEST END OF A CURVE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 BA0144'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 BA0144'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0282 ***********************************************************************
 BP0282  DESIGNATION -  C 747
 BP0282  PID         -  BP0282
 BP0282  STATE/COUNTY-  TX/BREWSTER
 BP0282  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0282
 BP0282                         *CURRENT SURVEY CONTROL
 BP0282  ___________________________________________________________________
 BP0282* NAD 83(1986)-  30 12 44.     (N)    103 18 27.     (W)     SCALED    
 BP0282* NAVD 88     -      1252.666  (meters)    4109.79   (feet)  ADJUSTED  
 BP0282  ___________________________________________________________________
 BP0282  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 BP0282  DYNAMIC HT  -        1250.620 (meters)    4103.08  (feet)  COMP
 BP0282  MODELED GRAV-     978,965.4   (mgal)                       NAVD 88
 BP0282
 BP0282  VERT ORDER  -  FIRST     CLASS II
 BP0282
 BP0282.The horizontal coordinates were scaled from a topographic map and have
 BP0282.an estimated accuracy of +/- 6 seconds.
 BP0282
 BP0282.The orthometric height was determined by differential leveling
 BP0282.and adjusted by the National Geodetic Survey in June 1991..
 BP0282
 BP0282.The geoid height was determined by GEOID03.
 BP0282
 BP0282.The dynamic height is computed by dividing the NAVD 88
 BP0282.geopotential number by the normal gravity value computed on the
 BP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0282.degrees latitude (g = 980.6199 gals.).
 BP0282
 BP0282.The modeled gravity was interpolated from observed gravity values.
 BP0282
 BP0282;                    North         East    Units  Estimated Accuracy
 BP0282;SPC TXSC     - 4,271,290.      185,370.      MT  (+/- 180 meters Scaled)
 BP0282
 BP0282                          SUPERSEDED SURVEY CONTROL
 BP0282
 BP0282  NGVD 29 (??/??/92) 1252.242  (m)         4108.40   (f) ADJ UNCH    1 2
 BP0282
 BP0282.Superseded values are not recommended for survey control.
 BP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0282.See file dsdata.txt to determine how the superseded data were derived.
 BP0282
 BP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP629435(NAD 83)
 BP0282_MARKER: DB = BENCH MARK DISK
 BP0282_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BP0282_SP_SET: ROCK
 BP0282_STAMPING: C 747 1943
 BP0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0282
 BP0282  HISTORY     - Date     Condition        Report By
 BP0282  HISTORY     - 1943     MONUMENTED       CGS
 BP0282  HISTORY     - 1957     GOOD             NGS
 BP0282
 BP0282                          STATION DESCRIPTION
 BP0282
 BP0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0282'3.8 MI W FROM MARATHON.
 BP0282'ABOUT 3.8 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0282'STATION AT MARATHON, 111 FEET NORTHEAST OF AND ACROSS THE TRACK FROM
 BP0282'THE 5TH POLE EAST OF MILEPOST 580, IN THE TOP OF A LARGE ROCK
 BP0282'PROJECTING 2 FEET ON THE EAST SIDE, 34 FEET NORTH OF THE NORTH RAIL,
 BP0282'44 FEET NORTHEAST OF A SEMAPHORE, AND ABOUT 2 FEET BELOW THE LEVEL OF
 BP0282'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0181 ***********************************************************************
 BA0181  DESIGNATION -  C 748
 BA0181  PID         -  BA0181
 BA0181  STATE/COUNTY-  TX/BREWSTER
 BA0181  USGS QUAD   -  GRAPEVINE HILLS (1971)
 BA0181
 BA0181                         *CURRENT SURVEY CONTROL
 BA0181  ___________________________________________________________________
 BA0181* NAD 83(1986)-  29 23 44.     (N)    103 08 43.     (W)     SCALED    
 BA0181* NAVD 88     -       867.646  (meters)    2846.60   (feet)  ADJUSTED  
 BA0181  ___________________________________________________________________
 BA0181  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 BA0181  DYNAMIC HT  -         866.247 (meters)    2842.01  (feet)  COMP
 BA0181  MODELED GRAV-     979,001.4   (mgal)                       NAVD 88
 BA0181
 BA0181  VERT ORDER  -  FIRST     CLASS II
 BA0181
 BA0181.The horizontal coordinates were scaled from a topographic map and have
 BA0181.an estimated accuracy of +/- 6 seconds.
 BA0181
 BA0181.The orthometric height was determined by differential leveling
 BA0181.and adjusted by the National Geodetic Survey in June 1991..
 BA0181
 BA0181.The geoid height was determined by GEOID03.
 BA0181
 BA0181.The dynamic height is computed by dividing the NAVD 88
 BA0181.geopotential number by the normal gravity value computed on the
 BA0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0181.degrees latitude (g = 980.6199 gals.).
 BA0181
 BA0181.The modeled gravity was interpolated from observed gravity values.
 BA0181
 BA0181;                    North         East    Units  Estimated Accuracy
 BA0181;SPC TXSC     - 4,180,270.      197,780.      MT  (+/- 180 meters Scaled)
 BA0181
 BA0181                          SUPERSEDED SURVEY CONTROL
 BA0181
 BA0181  NGVD 29 (??/??/92)  867.271  (m)         2845.37   (f) ADJ UNCH    1 2
 BA0181
 BA0181.Superseded values are not recommended for survey control.
 BA0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0181.See file dsdata.txt to determine how the superseded data were derived.
 BA0181
 BA0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN799532(NAD 83)
 BA0181_MARKER: DB = BENCH MARK DISK
 BA0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0181_STAMPING: C 748 1943
 BA0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0181+STABILITY: SURFACE MOTION
 BA0181
 BA0181  HISTORY     - Date     Condition        Report By
 BA0181  HISTORY     - 1943     MONUMENTED       CGS
 BA0181  HISTORY     - 1967     GOOD             NGS
 BA0181  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0181
 BA0181                          STATION DESCRIPTION
 BA0181
 BA0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0181'6.75 MI NE FROM PARK HEADQUARTERS.
 BA0181'ABOUT 0.5 MILES NORTH FROM THE PARK HEADQUARTERS BUILDING ALONG A
 BA0181'PAVED ROAD, THENCE 6.25 MILES NORTHEAST ALONG U. S. HIGHWAY 385, 45
 BA0181'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 101 YARDS NORTH OF THE
 BA0181'NORTH END OF A LARGE BOX CULVERT, 1 FOOT SOUTH OF A WHITE WOODEN
 BA0181'WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 BA0181'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BA0181
 BA0181                          STATION RECOVERY (2001)
 BA0181
 BA0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0181'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0247 ***********************************************************************
 BA0247  DESIGNATION -  C 749
 BA0247  PID         -  BA0247
 BA0247  STATE/COUNTY-  TX/PRESIDIO
 BA0247  USGS QUAD   -  SAUCEDA RANCH (1971)
 BA0247
 BA0247                         *CURRENT SURVEY CONTROL
 BA0247  ___________________________________________________________________
 BA0247* NAD 83(1986)-  29 29 49.     (N)    103 53 34.     (W)     SCALED    
 BA0247* NAVD 88     -      1330.639  (meters)    4365.60   (feet)  ADJUSTED  
 BA0247  ___________________________________________________________________
 BA0247  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BA0247  DYNAMIC HT  -        1328.388 (meters)    4358.22  (feet)  COMP
 BA0247  MODELED GRAV-     978,904.6   (mgal)                       NAVD 88
 BA0247
 BA0247  VERT ORDER  -  FIRST     CLASS II
 BA0247
 BA0247.The horizontal coordinates were scaled from a topographic map and have
 BA0247.an estimated accuracy of +/- 6 seconds.
 BA0247
 BA0247.The orthometric height was determined by differential leveling
 BA0247.and adjusted by the National Geodetic Survey in June 1991..
 BA0247
 BA0247.The geoid height was determined by GEOID03.
 BA0247
 BA0247.The dynamic height is computed by dividing the NAVD 88
 BA0247.geopotential number by the normal gravity value computed on the
 BA0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0247.degrees latitude (g = 980.6199 gals.).
 BA0247
 BA0247.The modeled gravity was interpolated from observed gravity values.
 BA0247
 BA0247;                    North         East    Units  Estimated Accuracy
 BA0247;SPC TXSC     - 4,194,290.      125,750.      MT  (+/- 180 meters Scaled)
 BA0247
 BA0247                          SUPERSEDED SURVEY CONTROL
 BA0247
 BA0247  NGVD 29 (??/??/92) 1330.267  (m)         4364.38   (f) ADJ UNCH    1 2
 BA0247
 BA0247.Superseded values are not recommended for survey control.
 BA0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0247.See file dsdata.txt to determine how the superseded data were derived.
 BA0247
 BA0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN073635(NAD 83)
 BA0247_MARKER: DB = BENCH MARK DISK
 BA0247_SETTING: 80 = SET IN A BOULDER
 BA0247_SP_SET: ROCK OUTCROP
 BA0247_STAMPING: C 749 1943
 BA0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0247+STABILITY: SURFACE MOTION
 BA0247
 BA0247  HISTORY     - Date     Condition        Report By
 BA0247  HISTORY     - 1943     MONUMENTED       CGS
 BA0247  HISTORY     - 1958     GOOD             NGS
 BA0247
 BA0247                          STATION DESCRIPTION
 BA0247
 BA0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0247'5.05 MI NE FROM FOWLKES BROS RANCH.
 BA0247'ABOUT 5.05 MILES NORTHEAST ALONG A WINDING BLADED ROAD FROM THE
 BA0247'FOWLKES BROS. RANCH HOUSE, IN THE TOP OF A VOLCANIC ROCK OUTCROP ABOUT
 BA0247'4 FEET ABOVE THE BOTTOM OF A WASH, 86 FEET WEST OF THE CENTER LINE OF
 BA0247'THE ROAD AT THE CROSSING OF THE WASH, ABOUT 0.15 MILE NORTH OF THE
 BA0247'CROSSING OF A POWER LINE, ABOUT 170 YARDS NORTHWEST OF AND ACROSS THE
 BA0247'ROAD FROM A POWER POLE, ON THE SOUTHWEST BANK AND AT A CURVE IN THE
 BA0247'WASH, AND NEAR A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0403 ***********************************************************************
 CA0403  DESIGNATION -  C 75
 CA0403  PID         -  CA0403
 CA0403  STATE/COUNTY-  TX/BROWN
 CA0403  USGS QUAD   -  BROOKESMITH (1978)
 CA0403
 CA0403                         *CURRENT SURVEY CONTROL
 CA0403  ___________________________________________________________________
 CA0403* NAD 83(1986)-  31 33 49.     (N)    099 06 50.     (W)     SCALED    
 CA0403* NAVD 88     -       413.730  (meters)    1357.38   (feet)  ADJUSTED  
 CA0403  ___________________________________________________________________
 CA0403  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CA0403  DYNAMIC HT  -         413.183 (meters)    1355.58  (feet)  COMP
 CA0403  MODELED GRAV-     979,307.2   (mgal)                       NAVD 88
 CA0403
 CA0403  VERT ORDER  -  FIRST     CLASS II
 CA0403
 CA0403.The horizontal coordinates were scaled from a topographic map and have
 CA0403.an estimated accuracy of +/- 6 seconds.
 CA0403
 CA0403.The orthometric height was determined by differential leveling
 CA0403.and adjusted by the National Geodetic Survey in June 1991..
 CA0403
 CA0403.The geoid height was determined by GEOID03.
 CA0403
 CA0403.The dynamic height is computed by dividing the NAVD 88
 CA0403.geopotential number by the normal gravity value computed on the
 CA0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0403.degrees latitude (g = 980.6199 gals.).
 CA0403
 CA0403.The modeled gravity was interpolated from observed gravity values.
 CA0403
 CA0403;                    North         East    Units  Estimated Accuracy
 CA0403;SPC TX C     - 3,210,930.      815,760.      MT  (+/- 180 meters Scaled)
 CA0403
 CA0403                          SUPERSEDED SURVEY CONTROL
 CA0403
 CA0403  NGVD 29 (??/??/92)  413.673  (m)         1357.19   (f) ADJ UNCH    1 2
 CA0403
 CA0403.Superseded values are not recommended for survey control.
 CA0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0403.See file dsdata.txt to determine how the superseded data were derived.
 CA0403
 CA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV891920(NAD 83)
 CA0403_MARKER: DB = BENCH MARK DISK
 CA0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0403_SP_SET: BRIDGE ABUTMENT
 CA0403_STAMPING: 1357.192 C 75 1931
 CA0403_MARK LOGO: CGS   
 CA0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0403
 CA0403  HISTORY     - Date     Condition        Report By
 CA0403  HISTORY     - 1931     MONUMENTED       CGS
 CA0403  HISTORY     - 1935     GOOD             NGS
 CA0403  HISTORY     - 1982     GOOD             NGS
 CA0403
 CA0403                          STATION DESCRIPTION
 CA0403
 CA0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0403'0.7 MI NE FROM BROOKESMITH.
 CA0403'0.7 MILE NORTHEAST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 CA0403'(NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 CA0403'BROOKESMITH, BROWN COUNTY, 11 POLES SOUTH OF MILEPOST 889, AT BRIDGE
 CA0403'889.4, AND IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT.  A
 CA0403'STANDARD DISK, STAMPED 1357.192 C 75 1931.
 CA0403
 CA0403                          STATION RECOVERY (1935)
 CA0403
 CA0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0403'RECOVERED IN GOOD CONDITION.
 CA0403
 CA0403                          STATION RECOVERY (1982)
 CA0403
 CA0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0403'25.4 KM (15.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0403'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, THENCE 3.1 KM
 CA0403'(1.95 MI) NORTHWESTERLY ALONG FARM ROAD 586, THENCE 1.2 KM (0.75 MI)
 CA0403'NORTHEASTERLY ALONG A PAVED ROAD, IN THE CENTER OF THE EAST END OF THE
 CA0403'NORTH ABUTMENT OF AN ABANDONED RAILROAD BRIDGE AND 93.3 METERS (306.1
 CA0403'FT) NORTHWEST OF THE CENTER OF THE ROAD.
 CA0403'THE MARK IS 1.8 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0213 ***********************************************************************
 BA0213  DESIGNATION -  C 750
 BA0213  PID         -  BA0213
 BA0213  STATE/COUNTY-  TX/BREWSTER
 BA0213  USGS QUAD   -  AMARILLA MOUNTAIN (1971)
 BA0213
 BA0213                         *CURRENT SURVEY CONTROL
 BA0213  ___________________________________________________________________
 BA0213* NAD 83(1986)-  29 17 57.     (N)    103 42 40.     (W)     SCALED    
 BA0213* NAVD 88     -       807.676  (meters)    2649.85   (feet)  POSTED    
 BA0213  ___________________________________________________________________
 BA0213  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BA0213  DYNAMIC HT  -         806.370 (meters)    2645.57  (feet)  COMP
 BA0213  MODELED GRAV-     979,000.7   (mgal)                       NAVD 88
 BA0213
 BA0213  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0213
 BA0213.The horizontal coordinates were scaled from a topographic map and have
 BA0213.an estimated accuracy of +/- 6 seconds.
 BA0213
 BA0213.The orthometric height was determined by differential leveling
 BA0213.and adjusted by the National Geodetic Survey in 1992..
 BA0213.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0213.rate of 4.1 thru 8.0 mm/km.
 BA0213
 BA0213.The geoid height was determined by GEOID03.
 BA0213
 BA0213.The dynamic height is computed by dividing the NAVD 88
 BA0213.geopotential number by the normal gravity value computed on the
 BA0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0213.degrees latitude (g = 980.6199 gals.).
 BA0213
 BA0213.The modeled gravity was interpolated from observed gravity values.
 BA0213
 BA0213;                    North         East    Units  Estimated Accuracy
 BA0213;SPC TXSC     - 4,171,670.      142,470.      MT  (+/- 180 meters Scaled)
 BA0213
 BA0213                          SUPERSEDED SURVEY CONTROL
 BA0213
 BA0213  NGVD 29 (??/??/92)  807.280  (m)         2648.55   (f) ADJ UNCH    1 2
 BA0213
 BA0213.Superseded values are not recommended for survey control.
 BA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0213.See file dsdata.txt to determine how the superseded data were derived.
 BA0213
 BA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN251418(NAD 83)
 BA0213_MARKER: DB = BENCH MARK DISK
 BA0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0213_STAMPING: C 750 1943
 BA0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0213+STABILITY: SURFACE MOTION
 BA0213
 BA0213  HISTORY     - Date     Condition        Report By
 BA0213  HISTORY     - 1943     MONUMENTED       CGS
 BA0213  HISTORY     - 1967     GOOD             NGS
 BA0213  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0213
 BA0213                          STATION DESCRIPTION
 BA0213
 BA0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0213'8.35 MI W FROM TERLINGUA.
 BA0213'ABOUT 0.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BA0213'TERLINGUA, THENCE 6.75 MILES SOUTHWEST ALONG FARM ROAD 170, THENCE 1.3
 BA0213'MILES WEST ALONG A GRADED DIRT ROAD, 27 FEET NORTHEAST OF THE
 BA0213'CENTERLINE OF THE ROAD, AT THE CREST OF A SMALL HILL, 2 FEET SOUTHEAST
 BA0213'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 BA0213'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BA0213
 BA0213                          STATION RECOVERY (2001)
 BA0213
 BA0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0213'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0064 ***********************************************************************
 AW0064  DESIGNATION -  C 752
 AW0064  PID         -  AW0064
 AW0064  STATE/COUNTY-  TX/BRAZORIA
 AW0064  USGS QUAD   -  DANBURY (1974)
 AW0064
 AW0064                         *CURRENT SURVEY CONTROL
 AW0064  ___________________________________________________________________
 AW0064* NAD 83(1986)-  29 13 37.     (N)    095 20 24.     (W)     SCALED    
 AW0064* NAVD 88     -         6.47   (+/-2cm)      21.2    (feet)  VERTCON   
 AW0064  ___________________________________________________________________
 AW0064  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW0064
 AW0064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0064
 AW0064.The horizontal coordinates were scaled from a topographic map and have
 AW0064.an estimated accuracy of +/- 6 seconds.
 AW0064
 AW0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0064.The vertical order pertains to the NGVD 29 superseded value.
 AW0064
 AW0064.The geoid height was determined by GEOID03.
 AW0064
 AW0064;                    North         East    Units  Estimated Accuracy
 AW0064;SPC TXSC     - 4,160,020.      955,740.      MT  (+/- 180 meters Scaled)
 AW0064
 AW0064                          SUPERSEDED SURVEY CONTROL
 AW0064
 AW0064  NGVD 29 (??/??/92)    6.469  (m)           21.22   (f) ADJ UNCH    2 0
 AW0064
 AW0064.Superseded values are not recommended for survey control.
 AW0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0064.See file dsdata.txt to determine how the superseded data were derived.
 AW0064
 AW0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN725353(NAD 83)
 AW0064_MARKER: DB = BENCH MARK DISK
 AW0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0064_SP_SET: CULVERT
 AW0064_STAMPING: C 752 1942
 AW0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0064
 AW0064  HISTORY     - Date     Condition        Report By
 AW0064  HISTORY     - 1942     MONUMENTED       CGS
 AW0064  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW0064  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0064  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0064
 AW0064                          STATION DESCRIPTION
 AW0064
 AW0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0064'0.5 MI SE FROM DANBURY.
 AW0064'0.5 MILE SOUTHEAST ALONG A SHELL ROAD FROM THE MISSOURI PACIFIC
 AW0064'RAILROAD STATION AT DANBURY, AT THE SOUTHEAST EDGE OF THE VILLAGE, 0.3
 AW0064'MILE SOUTH OF THE CATHOLIC CHURCH, AT A STREET INTERSECTION, 36 FEET
 AW0064'WEST OF THE CENTER OF THE INTERSECTION, 14 FEET SOUTHWEST OF THE
 AW0064'CENTERLINE OF THE STREET, AT A SHARP CORNER IN THE ROAD WITH TWO
 AW0064'CONCRETE-BOX CULVERTS, 28 FEET WEST OF THE CENTER OF THE LARGER OF THE
 AW0064'TWO CULVERTS, AT THE SMALLER OF THE TWO CULVERTS, AND IN THE TOP OF
 AW0064'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL.  A STANDARD DISK, STAMPED
 AW0064'C 752 1942.
 AW0064
 AW0064                          STATION RECOVERY (1973)
 AW0064
 AW0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0064'MARK NOT FOUND.
 AW0064
 AW0064                          STATION RECOVERY (1978)
 AW0064
 AW0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0064'NOT RECOVERED THIS DATE.
 AW0064
 AW0064                          STATION RECOVERY (2004)
 AW0064
 AW0064'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0487 ***********************************************************************
 AW0487  DESIGNATION -  C 753 RESET
 AW0487  PID         -  AW0487
 AW0487  STATE/COUNTY-  TX/GALVESTON
 AW0487  USGS QUAD   -  HITCHCOCK (1974)
 AW0487
 AW0487                         *CURRENT SURVEY CONTROL
 AW0487  ___________________________________________________________________
 AW0487* NAD 83(1986)-  29 22 19.     (N)    095 05 17.     (W)     SCALED    
 AW0487* NAVD 88     -         6.918  (meters)      22.70   (feet)  ADJUSTED  
 AW0487  ___________________________________________________________________
 AW0487  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW0487  DYNAMIC HT  -           6.909 (meters)      22.67  (feet)  COMP
 AW0487  MODELED GRAV-     979,265.2   (mgal)                       NAVD 88
 AW0487
 AW0487  VERT ORDER  -  FIRST     CLASS I
 AW0487
 AW0487.The horizontal coordinates were scaled from a topographic map and have
 AW0487.an estimated accuracy of +/- 6 seconds.
 AW0487
 AW0487.The orthometric height was determined by differential leveling
 AW0487.and adjusted by the National Geodetic Survey in June 1991..
 AW0487
 AW0487.The geoid height was determined by GEOID03.
 AW0487
 AW0487.The dynamic height is computed by dividing the NAVD 88
 AW0487.geopotential number by the normal gravity value computed on the
 AW0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0487.degrees latitude (g = 980.6199 gals.).
 AW0487
 AW0487.The modeled gravity was interpolated from observed gravity values.
 AW0487
 AW0487;                    North         East    Units  Estimated Accuracy
 AW0487;SPC TXSC     - 4,176,870.      979,680.      MT  (+/- 180 meters Scaled)
 AW0487
 AW0487                          SUPERSEDED SURVEY CONTROL
 AW0487
 AW0487  NGVD 29 (12/23/87)    6.915  (m)           22.69   (f) ADJUSTED    1 1
 AW0487
 AW0487.Superseded values are not recommended for survey control.
 AW0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0487.See file dsdata.txt to determine how the superseded data were derived.
 AW0487
 AW0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN973510(NAD 83)
 AW0487_MARKER: DB = BENCH MARK DISK
 AW0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0487_SP_SET: CONCRETE POST
 AW0487_STAMPING: C 753 1942 RESET 1951
 AW0487_MARK LOGO: CGS   
 AW0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0487+STABILITY: SURFACE MOTION
 AW0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0487+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 AW0487
 AW0487  HISTORY     - Date     Condition        Report By
 AW0487  HISTORY     - 1951     MONUMENTED       CGS
 AW0487  HISTORY     - 1973     GOOD             NGS
 AW0487  HISTORY     - 1978     GOOD             NGS
 AW0487  HISTORY     - 1987     GOOD             USPSQD
 AW0487  HISTORY     - 1987     GOOD             USPSQD
 AW0487  HISTORY     - 1987     GOOD             USPSQD
 AW0487  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0487  HISTORY     - 1987     GOOD             USPSQD
 AW0487  HISTORY     - 1987     GOOD             NGS
 AW0487  HISTORY     - 1988     GOOD             USPSQD
 AW0487  HISTORY     - 1988     GOOD             USPSQD
 AW0487  HISTORY     - 1988     GOOD             USPSQD
 AW0487  HISTORY     - 1988     GOOD             USPSQD
 AW0487  HISTORY     - 1988     GOOD             USPSQD
 AW0487  HISTORY     - 1988     GOOD             USPSQD
 AW0487  HISTORY     - 1990     GOOD             USPSQD
 AW0487  HISTORY     - 19940326 GOOD             USPSQD
 AW0487  HISTORY     - 20040126 GOOD             USPSQD
 AW0487  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 AW0487  HISTORY     - 20050202 GOOD             USPSQD
 AW0487
 AW0487                          STATION DESCRIPTION
 AW0487
 AW0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0487'0.4 MI W FROM ALTA LOMA.
 AW0487'0.4 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 AW0487'STATION AT ALTA LOMA, 43.2 FEET NORTH OF THE NORTH RAIL, 170 FEET
 AW0487'SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF HIGHWAY 6, 131 1/2 FEET
 AW0487'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A SERVICE STATION BUILDING,
 AW0487'19 1/2 FEET SOUTHWEST OF A 6-INCH CEDAR TREE, 0.9 FOOT WEST OF A
 AW0487'WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 AW0487'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 AW0487
 AW0487                          STATION RECOVERY (1978)
 AW0487
 AW0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0487'0.4 MILE WEST ALONG THE ATCHISON TOPEKA AND SANTE FE RAILWAY FROM THE
 AW0487'STATION AT ALTA LOMA, ALSO 0.15 MILE EASTERLY ALONG 18TH STREET FROM
 AW0487'JUNCTION WITH AVENUE M, TO JUNCTION OF MULBERRY STREET. 120 FEET
 AW0487'NORTH OF CENTERLINE OF 18TH STREET, 170 FEET SOUTH OF CENTERLINE
 AW0487'OF THE SOUTH LANES OF HIGHWAY 6, 131 FEET EAST-SOUTHEAST OF THE
 AW0487'SOUTHEAST CORNER OF AN OLD SERVICE STATION BUILDING, 20 FEET
 AW0487'SOUTHWEST OF A 10 INCH CEDAR TREE, 4 FEET SOUTH EAST OF THE
 AW0487'SOUTH EAST CORNER OF A CONCRETE SLAB OF A CAR WASH.
 AW0487
 AW0487                          STATION RECOVERY (1987)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (1987)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (1987)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (1987)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0487'MARK NOT FOUND.
 AW0487
 AW0487                          STATION RECOVERY (1987)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (1987)
 AW0487
 AW0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (1988)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (1988)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (1988)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (1988)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCB)
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (1988)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (1988)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (1990)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (1994)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (2004)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0487'RECOVERED IN GOOD CONDITION.
 AW0487
 AW0487                          STATION RECOVERY (2004)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW0487'MARK NOT FOUND.
 AW0487
 AW0487                          STATION RECOVERY (2005)
 AW0487
 AW0487'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4427 ***********************************************************************
 AW4427  DESIGNATION -  C 756
 AW4427  PID         -  AW4427
 AW4427  STATE/COUNTY-  TX/MATAGORDA
 AW4427  USGS QUAD   -  ASHWOOD (1980)
 AW4427
 AW4427                         *CURRENT SURVEY CONTROL
 AW4427  ___________________________________________________________________
 AW4427* NAD 83(1986)-  29 02 53.     (N)    095 46 58.     (W)     SCALED    
 AW4427* NAVD 88     -        10.31   (+/-2cm)      33.8    (feet)  VERTCON   
 AW4427  ___________________________________________________________________
 AW4427  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW4427
 AW4427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4427
 AW4427.The horizontal coordinates were scaled from a topographic map and have
 AW4427.an estimated accuracy of +/- 6 seconds.
 AW4427
 AW4427.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4427.The vertical order pertains to the NGVD 29 superseded value.
 AW4427
 AW4427.The geoid height was determined by GEOID03.
 AW4427
 AW4427;                    North         East    Units  Estimated Accuracy
 AW4427;SPC TXSC     - 4,138,930.      913,260.      MT  (+/- 180 meters Scaled)
 AW4427
 AW4427                          SUPERSEDED SURVEY CONTROL
 AW4427
 AW4427  NGVD 29 (??/??/92)   10.33   (m)           33.9    (f) COMPUTED    2 0
 AW4427
 AW4427.Superseded values are not recommended for survey control.
 AW4427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4427.See file dsdata.txt to determine how the superseded data were derived.
 AW4427
 AW4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN290165(NAD 83)
 AW4427_MARKER: DB = BENCH MARK DISK
 AW4427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4427_STAMPING: C 756 1943
 AW4427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4427+STABILITY: SURFACE MOTION
 AW4427
 AW4427  HISTORY     - Date     Condition        Report By
 AW4427  HISTORY     - 1943     MONUMENTED       CGS
 AW4427  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AW4427
 AW4427                          STATION DESCRIPTION
 AW4427
 AW4427'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4427'1.4 MI N FROM HASIMA.
 AW4427'TO REACH FROM THE RAILROAD STATION SITE OF HASIMA ON THE MISSOURI
 AW4427'PACIFIC RAILROAD.  PROCEED NORTHERLY ALONG SHELL ROAD 1.4 MILES TO A Y
 AW4427'ROAD INTERSECTION AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 2.0
 AW4427'MILES SOUTH OF THE INTERSECTION OF THE ROAD AND STATE HIGHWAY NO. 35.
 AW4427'IT IS ABOUT 0.1 MILE NORTH OF AN OIL-WELL LOCATION, ABOUT 200.0 FEET
 AW4427'NORTHEAST OF A SMALL HOUSE, 45.0 FEET WEST OF AND ABOUT 2.0 FEET BELOW
 AW4427'THE CENTERLINE OF THE SHELL ROAD, 41.0 FEET SOUTH OF THE SOUTH END OF
 AW4427'A CONCRETE PIPE CULVERT, 38.0 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AW4427'DIRT ROAD LEADING SOUTHWEST, 4.5 FEET SOUTH OF A FENCE CORNER AND 3.0
 AW4427'FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AW4427'ABOUT 0.5 FOOT, AND SET IN A CONCRETE POST.
 AW4427
 AW4427                          STATION RECOVERY (1998)
 AW4427
 AW4427'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4366 ***********************************************************************
 AW4366  DESIGNATION -  C 757
 AW4366  PID         -  AW4366
 AW4366  STATE/COUNTY-  TX/BRAZORIA
 AW4366  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4366
 AW4366                         *CURRENT SURVEY CONTROL
 AW4366  ___________________________________________________________________
 AW4366* NAD 83(1986)-  29 08 47.     (N)    095 31 39.     (W)     SCALED    
 AW4366* NAVD 88     -         9.56   (+/-2cm)      31.4    (feet)  VERTCON   
 AW4366  ___________________________________________________________________
 AW4366  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW4366
 AW4366  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4366
 AW4366.The horizontal coordinates were scaled from a topographic map and have
 AW4366.an estimated accuracy of +/- 6 seconds.
 AW4366
 AW4366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4366.The vertical order pertains to the NGVD 29 superseded value.
 AW4366
 AW4366.The geoid height was determined by GEOID03.
 AW4366
 AW4366;                    North         East    Units  Estimated Accuracy
 AW4366;SPC TXSC     - 4,150,540.      937,790.      MT  (+/- 180 meters Scaled)
 AW4366
 AW4366                          SUPERSEDED SURVEY CONTROL
 AW4366
 AW4366  NGVD 29 (??/??/92)    9.57   (m)           31.4    (f) COMPUTED    2 0
 AW4366
 AW4366.Superseded values are not recommended for survey control.
 AW4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4366.See file dsdata.txt to determine how the superseded data were derived.
 AW4366
 AW4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN541268(NAD 83)
 AW4366_MARKER: DB = BENCH MARK DISK
 AW4366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4366_SP_SET: BRIDGE ABUTMENT
 AW4366_STAMPING: C 757 1943
 AW4366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4366
 AW4366  HISTORY     - Date     Condition        Report By
 AW4366  HISTORY     - 1943     MONUMENTED       CGS
 AW4366  HISTORY     - 19980305 GOOD             USPSQD
 AW4366
 AW4366                          STATION DESCRIPTION
 AW4366
 AW4366'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4366'5.2 MI NE FROM EAST COLUMBIA.
 AW4366'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4366'COLUMBIA.  PROCEED NORTHEASTERLY 5.2 MILES ALONG STATE HIGHWAY NO. 35
 AW4366'TO A CONCRETE BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.9
 AW4366'MILE WEST OF THE INTERSECTION OF A GRADED DIRT ROAD LEADING SOUTHWEST,
 AW4366'ABOUT 0.2 MILE EAST OF A STATE ROADSIDE PARK, 13.0 FEET NORTH OF AND
 AW4366'ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY AND IS SET
 AW4366'HORIZONTALLY IN THE TOP NORTH END OF THE WEST CONCRETE ABUTMENT OF THE
 AW4366'CONCRETE BRIDGE.
 AW4366
 AW4366                          STATION RECOVERY (1998)
 AW4366
 AW4366'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4294 ***********************************************************************
 AW4294  DESIGNATION -  C 758
 AW4294  PID         -  AW4294
 AW4294  STATE/COUNTY-  TX/MATAGORDA
 AW4294  USGS QUAD   -  PLEDGER (1980)
 AW4294
 AW4294                         *CURRENT SURVEY CONTROL
 AW4294  ___________________________________________________________________
 AW4294* NAD 83(1986)-  29 10 25.     (N)    095 54 26.     (W)     SCALED    
 AW4294* NAVD 88     -        19.34   (+/-2cm)      63.5    (feet)  VERTCON   
 AW4294  ___________________________________________________________________
 AW4294  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW4294
 AW4294  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4294
 AW4294.The horizontal coordinates were scaled from a topographic map and have
 AW4294.an estimated accuracy of +/- 6 seconds.
 AW4294
 AW4294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4294.The vertical order pertains to the NGVD 29 superseded value.
 AW4294
 AW4294.The geoid height was determined by GEOID03.
 AW4294
 AW4294;                    North         East    Units  Estimated Accuracy
 AW4294;SPC TXSC     - 4,152,520.      900,780.      MT  (+/- 180 meters Scaled)
 AW4294
 AW4294                          SUPERSEDED SURVEY CONTROL
 AW4294
 AW4294  NGVD 29 (??/??/92)   19.355  (m)           63.50   (f) ADJ UNCH    2 0
 AW4294
 AW4294.Superseded values are not recommended for survey control.
 AW4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4294.See file dsdata.txt to determine how the superseded data were derived.
 AW4294
 AW4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN172307(NAD 83)
 AW4294_MARKER: DD = SURVEY DISK
 AW4294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4294_SP_SET: CULVERT
 AW4294_STAMPING: C 758 1943
 AW4294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4294
 AW4294  HISTORY     - Date     Condition        Report By
 AW4294  HISTORY     - 1943     MONUMENTED       TXGS
 AW4294  HISTORY     - 1943     GOOD             NGS
 AW4294  HISTORY     - 19990818 GOOD             USPSQD
 AW4294
 AW4294                          STATION DESCRIPTION
 AW4294
 AW4294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4294'0.6 MI S FROM PLEDGER.
 AW4294'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED
 AW4294'SOUTHERLY 0.6 MILE ALONG CONCRETE HALF-SLAB ROAD TO A CONCRETE BOX
 AW4294'CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE NORTH
 AW4294'OF A FARM HOUSE ON EAST SIDE OF ROAD, 70.0 FEET EAST OF THE CENTERLINE
 AW4294'OF THE RAILROAD TRACK, 15.0 FEET WEST OF AND ABOUT 1.5 FEET ABOVE THE
 AW4294'CENTERLINE OF THE HALF-SLAB ROAD AND IS SET HORIZONTALLY IN THE TOP
 AW4294'CENTER OF THE WEST HEADWALL OF THE CONCRETE BOX CULVERT.
 AW4294
 AW4294                          STATION RECOVERY (1999)
 AW4294
 AW4294'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0597 ***********************************************************************
 CA0597  DESIGNATION -  C 76
 CA0597  PID         -  CA0597
 CA0597  STATE/COUNTY-  TX/MCCULLOCH
 CA0597  USGS QUAD   -  MELVIN (1960)
 CA0597
 CA0597                         *CURRENT SURVEY CONTROL
 CA0597  ___________________________________________________________________
 CA0597* NAD 83(1986)-  31 09 54.     (N)    099 30 37.     (W)     SCALED    
 CA0597* NAVD 88     -       544.616  (meters)    1786.79   (feet)  POSTED    
 CA0597  ___________________________________________________________________
 CA0597  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CA0597  DYNAMIC HT  -         543.880 (meters)    1784.38  (feet)  COMP
 CA0597  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 CA0597
 CA0597  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0597
 CA0597.The horizontal coordinates were scaled from a topographic map and have
 CA0597.an estimated accuracy of +/- 6 seconds.
 CA0597
 CA0597.The orthometric height was determined by differential leveling
 CA0597.and adjusted by the National Geodetic Survey in 1992..
 CA0597.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0597.rate of 0.0 thru 1.0 mm/km.
 CA0597
 CA0597.The geoid height was determined by GEOID03.
 CA0597
 CA0597.The dynamic height is computed by dividing the NAVD 88
 CA0597.geopotential number by the normal gravity value computed on the
 CA0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0597.degrees latitude (g = 980.6199 gals.).
 CA0597
 CA0597.The modeled gravity was interpolated from observed gravity values.
 CA0597
 CA0597;                    North         East    Units  Estimated Accuracy
 CA0597;SPC TX C     - 3,166,390.      778,460.      MT  (+/- 180 meters Scaled)
 CA0597
 CA0597                          SUPERSEDED SURVEY CONTROL
 CA0597
 CA0597  NGVD 29 (??/??/92)  544.547  (m)         1786.57   (f) ADJ UNCH    1 2
 CA0597
 CA0597.Superseded values are not recommended for survey control.
 CA0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0597.See file dsdata.txt to determine how the superseded data were derived.
 CA0597
 CA0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV513480(NAD 83)
 CA0597_MARKER: DB = BENCH MARK DISK
 CA0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0597_STAMPING: 1786.568 C 76 1931
 CA0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0597+STABILITY: SURFACE MOTION
 CA0597
 CA0597  HISTORY     - Date     Condition        Report By
 CA0597  HISTORY     - 1931     MONUMENTED       CGS
 CA0597  HISTORY     - 1960     MARK NOT FOUND   NGS
 CA0597
 CA0597                          STATION DESCRIPTION
 CA0597
 CA0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CA0597'IN WHITELAND.
 CA0597'AT WHITELAND, MCCULLOCH COUNTY, 2000 FEET WEST OF THE JUNCTION OF THE
 CA0597'OLD FORT WORTH AND RIO GRANDE RAILWAY AND THE GULF, COLORADO AND SANTA
 CA0597'FE RAILWAY, AT POLE 935+20, 35 FEET EAST OF THE FT. W. AND R.G.RY.
 CA0597'TRACK, AND 70 FEET WEST OF A DIRT ROAD.  A STANDARD DISK, STAMPED
 CA0597'1786.568 C 76 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CA0597'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0332 ***********************************************************************
 AW0332  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0332  DESIGNATION -  C 760
 AW0332  PID         -  AW0332
 AW0332  STATE/COUNTY-  TX/HARRIS
 AW0332  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0332
 AW0332                         *CURRENT SURVEY CONTROL
 AW0332  ___________________________________________________________________
 AW0332* NAD 83(1993)-  29 46 53.98378(N)    095 23 33.07531(W)     ADJUSTED  
 AW0332* NAVD 88     -        15.76   (meters)      51.7    (feet)  GPS OBS   
 AW0332  ___________________________________________________________________
 AW0332  X           -    -520,669.053 (meters)                     COMP
 AW0332  Y           -  -5,515,788.019 (meters)                     COMP
 AW0332  Z           -   3,149,384.681 (meters)                     COMP
 AW0332  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW0332  ELLIP HEIGHT-         -11.55  (meters)          (12/03/01) GPS OBS
 AW0332  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW0332  DYNAMIC HT  -          15.73  (meters)      51.6   (feet)  COMP
 AW0332  MODELED GRAV-     979,286.0   (mgal)                       NAVD 88
 AW0332  OBS GRAVITY -     979,286.7   (mgal)                       GRAV_OBS
 AW0332
 AW0332  HORZ ORDER  -  FIRST
 AW0332  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0332  ELLP ORDER  -  FOURTH    CLASS II
 AW0332
 AW0332.The horizontal coordinates were established by GPS observations
 AW0332.and adjusted by the National Geodetic Survey in December 2001..
 AW0332
 AW0332.The orthometric height was determined by GPS observations and a
 AW0332.high-resolution geoid model using precise GPS observation and
 AW0332.processing techniques. It supersedes the leveled height previously
 AW0332.determined for this station.
 AW0332.The vertical order pertains to the first NAVD 88 superseded value.
 AW0332
 AW0332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0332
 AW0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0332
 AW0332.The ellipsoidal height was determined by GPS observations
 AW0332.and is referenced to NAD 83.
 AW0332
 AW0332.The geoid height was determined by GEOID03.
 AW0332
 AW0332.The dynamic height is computed by dividing the NAVD 88
 AW0332.geopotential number by the normal gravity value computed on the
 AW0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0332.degrees latitude (g = 980.6199 gals.).
 AW0332
 AW0332.The modeled gravity was interpolated from observed gravity values.
 AW0332.The observed gravity was obtained from relative gravimeter ties
 AW0332.to the IGSN71 gravity network.
 AW0332
 AW0332;                    North         East     Units Scale Factor Converg.
 AW0332;SPC TXSC     - 4,221,307.345   948,739.211   MT  0.99989354   +1 46 02.5
 AW0332;SPC TXSC     -13,849,405.85  3,112,655.23   sFT  0.99989354   +1 46 02.5
 AW0332;UTM  15      - 3,296,991.606   268,709.140   MT  1.00026009   -1 11 20.0
 AW0332
 AW0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0332!SPC TXSC     -   1.00000181  x   0.99989354  =   0.99989535
 AW0332!UTM  15      -   1.00000181  x   1.00026009  =   1.00026190
 AW0332
 AW0332                          SUPERSEDED SURVEY CONTROL
 AW0332
 AW0332  ELLIP H (10/25/00)  -11.52   (m)                       GP(       ) 4 1
 AW0332  NAD 83(1993)-  29 46 53.98358(N)    095 23 33.07493(W) AD(       ) 1
 AW0332  ELLIP H (10/17/96)  -11.39   (m)                       GP(       ) 3 1
 AW0332  NAVD 88 (07/26/02)   15.776  (m)           51.76   (f) ADJUSTED    1 1
 AW0332  NAVD 88 (06/15/91)   15.896  (m)           52.15   (f) UNKNOWN     1 1
 AW0332  NGVD 29 (12/23/87)   15.892  (m)           52.14   (f) ADJUSTED    1 1
 AW0332
 AW0332.Superseded values are not recommended for survey control.
 AW0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0332.See file dsdata.txt to determine how the superseded data were derived.
 AW0332
 AW0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6870996992(NAD 83)
 AW0332_MARKER: DB = BENCH MARK DISK
 AW0332_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0332_SP_SET: CULVERT WINGWALL
 AW0332_STAMPING: C 760 1942
 AW0332_MARK LOGO: CGS   
 AW0332_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0332+STABILITY: SURFACE MOTION
 AW0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0332+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2004
 AW0332
 AW0332  HISTORY     - Date     Condition        Report By
 AW0332  HISTORY     - 1942     MONUMENTED       CGS
 AW0332  HISTORY     - 1973     GOOD             NGS
 AW0332  HISTORY     - 1976     GOOD             NGS
 AW0332  HISTORY     - 1976     GOOD             NGS
 AW0332  HISTORY     - 1978     GOOD             NGS
 AW0332  HISTORY     - 1983     GOOD             NGS
 AW0332  HISTORY     - 1986     GOOD             NGS
 AW0332  HISTORY     - 1987     GOOD             USPSQD
 AW0332  HISTORY     - 1987     GOOD             USPSQD
 AW0332  HISTORY     - 1988     GOOD             USPSQD
 AW0332  HISTORY     - 1988     GOOD             USPSQD
 AW0332  HISTORY     - 1990     GOOD             USPSQD
 AW0332  HISTORY     - 19950327 GOOD             HGCSD
 AW0332  HISTORY     - 19960204 GOOD             NGS
 AW0332  HISTORY     - 20000509 GOOD             TXDOT
 AW0332  HISTORY     - 20040619 GOOD             USPSQD
 AW0332
 AW0332                          STATION DESCRIPTION
 AW0332
 AW0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0332'2.5 MI W FROM HOUSTON.
 AW0332'ABOUT 2.5 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0332'SWITCH CONTROL BUILDING NO. 108 AT HOUSTON, AT THE EAST WHITE OAK DR.,
 AW0332'ABOUT 26 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF EAST WHITE
 AW0332'OAK DR., 9.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 22.6 FEET WEST OF
 AW0332'TELEPHONE POLE L12, SET IN THE TOP OF THE WEST END OF THE SOUTHWEST
 AW0332'WINGWALL AT THE NORTHWEST END OF A SMALL CULVERT, AND ABOUT 1.4 FEET
 AW0332'BELOW THE LEVEL OF THE TRACKS.
 AW0332
 AW0332                          STATION RECOVERY (1976)
 AW0332
 AW0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0332'RECOVERED IN GOOD CONDITION.
 AW0332
 AW0332                          STATION RECOVERY (1976)
 AW0332
 AW0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0332'RECOVERED IN GOOD CONDITION.
 AW0332
 AW0332                          STATION RECOVERY (1978)
 AW0332
 AW0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0332'RECOVERED IN GOOD CONDITION.
 AW0332
 AW0332                          STATION RECOVERY (1983)
 AW0332
 AW0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0332'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0332'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0332'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0332'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0332'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 4.2 KM (2.6 MI) NORTHWEST ALONG
 AW0332'THE RAILROAD, AT THE CROSSING OF WHITE OAK DRIVE, IN THE NORTHWEST
 AW0332'WINGWALL OF A SMALL CULVERT UNDER WHITE OAK DRIVE, 12.80 METERS
 AW0332'(42.0 FT) NORTH OF THE CENTERLINE OF WHITE OAK DRIVE, 2.89 METERS
 AW0332'(9.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD TRACKS,
 AW0332'6.86 METERS (22.5 FT) WEST OF TELEPHONE POLE NUMBER L 12, AND
 AW0332'7.77 METERS (25.5 FT) SOUTH-SOUTHEAST OF A CHAIN LINK FENCE CORNER
 AW0332'POST.
 AW0332'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AW0332'THE MARK IS 0.4 M BELOW TRACKS.
 AW0332
 AW0332                          STATION RECOVERY (1986)
 AW0332
 AW0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0332'RECOVERED IN GOOD CONDITION.
 AW0332
 AW0332                          STATION RECOVERY (1987)
 AW0332
 AW0332'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW0332'RECOVERED IN GOOD CONDITION.
 AW0332
 AW0332                          STATION RECOVERY (1987)
 AW0332
 AW0332'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWT)
 AW0332'RECOVERED IN GOOD CONDITION.
 AW0332
 AW0332                          STATION RECOVERY (1988)
 AW0332
 AW0332'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0332'RECOVERED IN GOOD CONDITION.
 AW0332
 AW0332                          STATION RECOVERY (1988)
 AW0332
 AW0332'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW0332'RECOVERED IN GOOD CONDITION.
 AW0332
 AW0332                          STATION RECOVERY (1990)
 AW0332
 AW0332'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0332'RECOVERED IN GOOD CONDITION.
 AW0332
 AW0332                          STATION RECOVERY (1995)
 AW0332
 AW0332'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0332'RECOVERED AS DESCRIBED.
 AW0332
 AW0332                          STATION RECOVERY (1996)
 AW0332
 AW0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0332'IN HOUSTON, AT THE INTERSECTION OF WHITE OAK DRIVE AND THE UNION
 AW0332'PACIFIC RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE
 AW0332'NORTHWEST END OF THE WEST WINGWALL OF A CULVERT UNDER THE DRIVE, 12.8
 AW0332'M (42.0 FT) NORTH OF THE DRIVE CENTER, 12.7 M (41.7 FT) NORTHWEST OF A
 AW0332'UTILITY POLE, 2.9 M (9.5 FT) NORTHEAST OF THE NEAR RAIL, 0.7 M (2.3
 AW0332'FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT) SOUTH OF A
 AW0332'WITNESS POST.
 AW0332
 AW0332                          STATION RECOVERY (2000)
 AW0332
 AW0332'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AW0332'STATION RECOVERED IN GOOD CONDITION - RAILROAD TRACKS HAVE BEEN TAKEN
 AW0332'UP, REGARDED AS SUITABLE BUT NOT IDEAL FOR SATELLITE OBSERVATIONS - A
 AW0332'4 M (13.1 FT) PLUS HI WOULD CLEAR MOST OBSTRUCTIONS.
 AW0332
 AW0332                          STATION RECOVERY (2004)
 AW0332
 AW0332'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0332'GO TO N29 46 54.1 W095 23 33.7.  RAIL ROAD TRACK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0067 ***********************************************************************
 AN0067  DESIGNATION -  C 762
 AN0067  PID         -  AN0067
 AN0067  STATE/COUNTY-  TX/JACKSON
 AN0067  USGS QUAD   -  LA WARD (1995)
 AN0067
 AN0067                         *CURRENT SURVEY CONTROL
 AN0067  ___________________________________________________________________
 AN0067* NAD 83(1986)-  28 51 27.     (N)    096 27 54.     (W)     SCALED    
 AN0067* NAVD 88     -        12.53   (+/-2cm)      41.1    (feet)  VERTCON   
 AN0067  ___________________________________________________________________
 AN0067  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AN0067
 AN0067  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0067
 AN0067.The horizontal coordinates were scaled from a topographic map and have
 AN0067.an estimated accuracy of +/- 6 seconds.
 AN0067
 AN0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0067.The vertical order pertains to the NGVD 29 superseded value.
 AN0067
 AN0067.The geoid height was determined by GEOID03.
 AN0067
 AN0067;                    North         East    Units  Estimated Accuracy
 AN0067;SPC TXSC     - 4,116,190.      847,300.      MT  (+/- 180 meters Scaled)
 AN0067
 AN0067                          SUPERSEDED SURVEY CONTROL
 AN0067
 AN0067  NGVD 29 (??/??/92)   12.587  (m)           41.30   (f) ADJ UNCH    1 1
 AN0067
 AN0067.Superseded values are not recommended for survey control.
 AN0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0067.See file dsdata.txt to determine how the superseded data were derived.
 AN0067
 AN0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS472948(NAD 83)
 AN0067_MARKER: DB = BENCH MARK DISK
 AN0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0067_STAMPING: C 762 1943
 AN0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0067+STABILITY: SURFACE MOTION
 AN0067
 AN0067  HISTORY     - Date     Condition        Report By
 AN0067  HISTORY     - 1943     MONUMENTED       CGS
 AN0067  HISTORY     - 1972     GOOD             NGS
 AN0067  HISTORY     - 1978     GOOD             NGS
 AN0067  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0067
 AN0067                          STATION DESCRIPTION
 AN0067
 AN0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0067'0.95 MI N FROM LA WARD.
 AN0067'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 172 FROM THE CROSSING OF THE
 AN0067'MISSOURI PACIFIC RAILROAD AT LA WARD, 53 FEET EAST OF THE CENTER LINE
 AN0067'OF THE HIGHWAY, 279 FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION
 AN0067'OF A PRIVATE DRIVEWAY WHICH LEADS WEST, 48 FEET SOUTH OF THE SOUTH
 AN0067'POST IN AN ALUMINUM GATE, 4 1/2 FEET NORTH-NORTHEAST OF A TELEPHONE
 AN0067'POLE, 2 FEET EAST OF A FENCE, 2.0 FEET EAST OF A METAL WITNESS POST,
 AN0067'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 AN0067'CONCRETE POST WHICH PROJECTS 4 INCHES.
 AN0067
 AN0067                          STATION RECOVERY (1978)
 AN0067
 AN0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0067'RECOVERED IN GOOD CONDITION.
 AN0067
 AN0067                          STATION RECOVERY (1991)
 AN0067
 AN0067'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0923 ***********************************************************************
 AJ0923  DESIGNATION -  C 763
 AJ0923  PID         -  AJ0923
 AJ0923  STATE/COUNTY-  TX/WEBB
 AJ0923  USGS QUAD   -  MIRANDO CITY (1980)
 AJ0923
 AJ0923                         *CURRENT SURVEY CONTROL
 AJ0923  ___________________________________________________________________
 AJ0923* NAD 83(1986)-  27 24 37.     (N)    099 06 26.     (W)     SCALED    
 AJ0923* NAVD 88     -       171.342  (meters)     562.14   (feet)  POSTED    
 AJ0923  ___________________________________________________________________
 AJ0923  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AJ0923  DYNAMIC HT  -         171.070 (meters)     561.25  (feet)  COMP
 AJ0923  MODELED GRAV-     979,047.6   (mgal)                       NAVD 88
 AJ0923
 AJ0923  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0923
 AJ0923.The horizontal coordinates were scaled from a topographic map and have
 AJ0923.an estimated accuracy of +/- 6 seconds.
 AJ0923
 AJ0923.The orthometric height was determined by differential leveling
 AJ0923.and adjusted by the National Geodetic Survey in 1992..
 AJ0923.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0923.rate of 1.1 thru 2.0 mm/km.
 AJ0923
 AJ0923.The geoid height was determined by GEOID03.
 AJ0923
 AJ0923.The dynamic height is computed by dividing the NAVD 88
 AJ0923.geopotential number by the normal gravity value computed on the
 AJ0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0923.degrees latitude (g = 980.6199 gals.).
 AJ0923
 AJ0923.The modeled gravity was interpolated from observed gravity values.
 AJ0923
 AJ0923;                    North         East    Units  Estimated Accuracy
 AJ0923;SPC TX S     - 5,193,320.      239,960.      MT  (+/- 180 meters Scaled)
 AJ0923
 AJ0923                          SUPERSEDED SURVEY CONTROL
 AJ0923
 AJ0923  NGVD 29 (??/??/92)  171.360  (m)          562.20   (f) ADJ UNCH    2 0
 AJ0923
 AJ0923.Superseded values are not recommended for survey control.
 AJ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0923.See file dsdata.txt to determine how the superseded data were derived.
 AJ0923
 AJ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR894318(NAD 83)
 AJ0923_MARKER: DB = BENCH MARK DISK
 AJ0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0923_STAMPING: C 763 1943
 AJ0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0923+STABILITY: SURFACE MOTION
 AJ0923
 AJ0923  HISTORY     - Date     Condition        Report By
 AJ0923  HISTORY     - 1943     MONUMENTED       CGS
 AJ0923
 AJ0923                          STATION DESCRIPTION
 AJ0923
 AJ0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0923'2.95 MI S FROM AGUILARES.
 AJ0923'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0923'AGUILARES-- PROCEED 2.95 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0923'OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE SOUTH OF A WOODEN
 AJ0923'CULVERT, AND 28.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0923'CENTERLINE OF ROAD.  IT IS 3.5 FEET NORTH OF A FENCE CORNER, 1.0 FOOT
 AJ0923'EAST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTH OF A 4X4-INCH
 AJ0923'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1009 ***********************************************************************
 AX1009  DESIGNATION -  C 766
 AX1009  PID         -  AX1009
 AX1009  STATE/COUNTY-  TX/FAYETTE
 AX1009  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1009
 AX1009                         *CURRENT SURVEY CONTROL
 AX1009  ___________________________________________________________________
 AX1009* NAD 83(1986)-  29 54 14.     (N)    096 49 24.     (W)     SCALED    
 AX1009* NAVD 88     -        93.088  (meters)     305.41   (feet)  ADJUSTED  
 AX1009  ___________________________________________________________________
 AX1009  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AX1009  DYNAMIC HT  -          92.959 (meters)     304.98  (feet)  COMP
 AX1009  MODELED GRAV-     979,262.8   (mgal)                       NAVD 88
 AX1009
 AX1009  VERT ORDER  -  FIRST     CLASS I
 AX1009
 AX1009.The horizontal coordinates were scaled from a topographic map and have
 AX1009.an estimated accuracy of +/- 6 seconds.
 AX1009
 AX1009.The orthometric height was determined by differential leveling
 AX1009.and adjusted by the National Geodetic Survey in June 1991..
 AX1009.WARNING-Repeat measurements at this control monument indicate possible
 AX1009.vertical movement.
 AX1009
 AX1009.The geoid height was determined by GEOID03.
 AX1009
 AX1009.The dynamic height is computed by dividing the NAVD 88
 AX1009.geopotential number by the normal gravity value computed on the
 AX1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1009.degrees latitude (g = 980.6199 gals.).
 AX1009
 AX1009.The modeled gravity was interpolated from observed gravity values.
 AX1009
 AX1009;                    North         East    Units  Estimated Accuracy
 AX1009;SPC TXSC     - 4,231,430.      810,190.      MT  (+/- 180 meters Scaled)
 AX1009
 AX1009                          SUPERSEDED SURVEY CONTROL
 AX1009
 AX1009  NGVD 29 (12/23/87)   93.042  (m)          305.26   (f) ADJUSTED    1 1
 AX1009
 AX1009.Superseded values are not recommended for survey control.
 AX1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1009.See file dsdata.txt to determine how the superseded data were derived.
 AX1009
 AX1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU101101(NAD 83)
 AX1009_MARKER: DB = BENCH MARK DISK
 AX1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1009_SP_SET: CONCRETE POST
 AX1009_STAMPING: C 766 1943
 AX1009_MARK LOGO: CGS   
 AX1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1009+STABILITY: SURFACE MOTION
 AX1009
 AX1009  HISTORY     - Date     Condition        Report By
 AX1009  HISTORY     - 1943     MONUMENTED       CGS
 AX1009  HISTORY     - 1972     GOOD             NGS
 AX1009  HISTORY     - 1976     GOOD             NGS
 AX1009  HISTORY     - 1976     GOOD             NGS
 AX1009  HISTORY     - 1978     GOOD             NGS
 AX1009  HISTORY     - 1987     GOOD             NGS
 AX1009
 AX1009                          STATION DESCRIPTION
 AX1009
 AX1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1009'3.55 MI E FROM LA GRANGE.
 AX1009'ABOUT 3.55 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX1009'THE STATION AT LA GRANGE, ABOUT 0.7 MILE SOUTHEAST OF THE RAILROAD
 AX1009'UNDERPASSD FOR STATE HIGHWAY 71, 0.2 MILE SOUTHEAST OF A PRIVATE ROAD
 AX1009'CROSSING, 294 FEET WEST OF MILEPOST 992, 44 FEET SOUTH OF THE SOUTH
 AX1009'RAIL OF THE TRACK, 86 1/2 FEET SOUTHEAST AND ACROSS THE TRACK FROM
 AX1009'TELEPHONE POLE NUMBER 24G, 1/2 FOOT NORTH OF A FENCE, 2.4 FEET EAST OF
 AX1009'A WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 AX1009'OF A CONCRETE POST WHICH PROJECS 6 INCHES.
 AX1009
 AX1009                          STATION RECOVERY (1976)
 AX1009
 AX1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1009'RECOVERED IN GOOD CONDITION.
 AX1009
 AX1009                          STATION RECOVERY (1976)
 AX1009
 AX1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1009'RECOVERED IN GOOD CONDITION.
 AX1009
 AX1009                          STATION RECOVERY (1978)
 AX1009
 AX1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1009'RECOVERED IN GOOD CONDITION.
 AX1009
 AX1009                          STATION RECOVERY (1987)
 AX1009
 AX1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0046 ***********************************************************************
 AX0046  DESIGNATION -  C 767
 AX0046  PID         -  AX0046
 AX0046  STATE/COUNTY-  TX/AUSTIN
 AX0046  USGS QUAD   -  BERNARDO (1981)
 AX0046
 AX0046                         *CURRENT SURVEY CONTROL
 AX0046  ___________________________________________________________________
 AX0046* NAD 83(1986)-  29 52 26.     (N)    096 25 07.     (W)     SCALED    
 AX0046* NAVD 88     -       115.855  (meters)     380.10   (feet)  ADJUSTED  
 AX0046  ___________________________________________________________________
 AX0046  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX0046  DYNAMIC HT  -         115.696 (meters)     379.58  (feet)  COMP
 AX0046  MODELED GRAV-     979,269.5   (mgal)                       NAVD 88
 AX0046  OBS GRAVITY -     979,264.1   (mgal)                       GRAV_OBS
 AX0046
 AX0046  VERT ORDER  -  FIRST     CLASS I
 AX0046
 AX0046.The horizontal coordinates were scaled from a topographic map and have
 AX0046.an estimated accuracy of +/- 6 seconds.
 AX0046
 AX0046.The orthometric height was determined by differential leveling
 AX0046.and adjusted by the National Geodetic Survey in June 1991..
 AX0046
 AX0046.The geoid height was determined by GEOID03.
 AX0046
 AX0046.The dynamic height is computed by dividing the NAVD 88
 AX0046.geopotential number by the normal gravity value computed on the
 AX0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0046.degrees latitude (g = 980.6199 gals.).
 AX0046
 AX0046.The modeled gravity was interpolated from observed gravity values.
 AX0046.The observed gravity was obtained from relative gravimeter ties
 AX0046.to the IGSN71 gravity network.
 AX0046
 AX0046;                    North         East    Units  Estimated Accuracy
 AX0046;SPC TXSC     - 4,228,900.      849,340.      MT  (+/- 180 meters Scaled)
 AX0046
 AX0046                          SUPERSEDED SURVEY CONTROL
 AX0046
 AX0046  NGVD 29 (12/23/87)  115.823  (m)          380.00   (f) ADJUSTED    1 1
 AX0046
 AX0046.Superseded values are not recommended for survey control.
 AX0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0046.See file dsdata.txt to determine how the superseded data were derived.
 AX0046
 AX0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU493076(NAD 83)
 AX0046_MARKER: DB = BENCH MARK DISK
 AX0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0046_SP_SET: CONCRETE POST
 AX0046_STAMPING: C 767 1943
 AX0046_MARK LOGO: CGS   
 AX0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0046+STABILITY: SURFACE MOTION
 AX0046
 AX0046  HISTORY     - Date     Condition        Report By
 AX0046  HISTORY     - 1943     MONUMENTED       CGS
 AX0046  HISTORY     - 1973     GOOD             NGS
 AX0046  HISTORY     - 1976     GOOD             NGS
 AX0046  HISTORY     - 1976     GOOD             NGS
 AX0046  HISTORY     - 1978     GOOD             NGS
 AX0046  HISTORY     - 1987     GOOD             NGS
 AX0046
 AX0046                          STATION DESCRIPTION
 AX0046
 AX0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0046'4.5 MI E FROM NEW ULM.
 AX0046'4.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0046'CROSSING OF FARM ROAD 109 AT NEW ULM, 0.5 MILE EAST OF A PRIVATE ROAD
 AX0046'CROSSING, 2 1/2 POLES EAST OF WOODEN TRESTLE 1017.8, AT MILE POLE
 AX0046'1018, 33.4 FEET NORTH OF THE NORTH RAIL, 5 FEET WEST OF THE MILE POLE,
 AX0046'68 FEET EAST OF THE CENTER LINE OF DIM PRIVATE ROAD CROSSING THE
 AX0046'RAILROAD, 13.5 FEET SOUTH OF A FENCE, 2.6 FEET EAST OF A WITNESS POST,
 AX0046'ABOUT 2 1/2 FEET HIGHER THAN THE TRACK, SET IN THE TOP OF A CONCRETE
 AX0046'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AX0046
 AX0046                          STATION RECOVERY (1976)
 AX0046
 AX0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0046'RECOVERED IN GOOD CONDITION.
 AX0046
 AX0046                          STATION RECOVERY (1976)
 AX0046
 AX0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0046'RECOVERED IN GOOD CONDITION.
 AX0046
 AX0046                          STATION RECOVERY (1978)
 AX0046
 AX0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0046'RECOVERED IN GOOD CONDITION.
 AX0046
 AX0046                          STATION RECOVERY (1987)
 AX0046
 AX0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0046'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0046'ADD--ALSO 9.8 KM (6.1 MI) WEST OF CAT SPRINGS, 7.6 METERS (25.0 FT)
 AX0046'NORTH-NORTHWEST OF METAL MILEPOST 1018, 1.5 METERS (5.0 FT) WEST OF AN
 AX0046'OLD TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0007 ***********************************************************************
 AX0007  DESIGNATION -  C 768
 AX0007  PID         -  AX0007
 AX0007  STATE/COUNTY-  TX/AUSTIN
 AX0007  USGS QUAD   -  SAN FELIPE (1980)
 AX0007
 AX0007                         *CURRENT SURVEY CONTROL
 AX0007  ___________________________________________________________________
 AX0007* NAD 83(1986)-  29 46 14.     (N)    096 02 54.     (W)     SCALED    
 AX0007* NAVD 88     -        39.797  (meters)     130.57   (feet)  ADJUSTED  
 AX0007  ___________________________________________________________________
 AX0007  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0007  DYNAMIC HT  -          39.743 (meters)     130.39  (feet)  COMP
 AX0007  MODELED GRAV-     979,273.6   (mgal)                       NAVD 88
 AX0007  OBS GRAVITY -     979,268.8   (mgal)                       GRAV_OBS
 AX0007
 AX0007  VERT ORDER  -  FIRST     CLASS I
 AX0007
 AX0007.The horizontal coordinates were scaled from a topographic map and have
 AX0007.an estimated accuracy of +/- 6 seconds.
 AX0007
 AX0007.The orthometric height was determined by differential leveling
 AX0007.and adjusted by the National Geodetic Survey in June 1991..
 AX0007
 AX0007.The geoid height was determined by GEOID03.
 AX0007
 AX0007.The dynamic height is computed by dividing the NAVD 88
 AX0007.geopotential number by the normal gravity value computed on the
 AX0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0007.degrees latitude (g = 980.6199 gals.).
 AX0007
 AX0007.The modeled gravity was interpolated from observed gravity values.
 AX0007.The observed gravity was obtained from relative gravimeter ties
 AX0007.to the IGSN71 gravity network.
 AX0007
 AX0007;                    North         East    Units  Estimated Accuracy
 AX0007;SPC TXSC     - 4,218,300.      885,390.      MT  (+/- 180 meters Scaled)
 AX0007
 AX0007                          SUPERSEDED SURVEY CONTROL
 AX0007
 AX0007  NGVD 29 (12/23/87)   39.778  (m)          130.50   (f) ADJUSTED    1 1
 AX0007
 AX0007.Superseded values are not recommended for survey control.
 AX0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0007.See file dsdata.txt to determine how the superseded data were derived.
 AX0007
 AX0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT853970(NAD 83)
 AX0007_MARKER: DB = BENCH MARK DISK
 AX0007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0007_SP_SET: CULVERT HEADWALL
 AX0007_STAMPING: C 768 1943
 AX0007_MARK LOGO: CGS   
 AX0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0007+STABILITY: SURFACE MOTION
 AX0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0007+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 AX0007
 AX0007  HISTORY     - Date     Condition        Report By
 AX0007  HISTORY     - 1943     MONUMENTED       CGS
 AX0007  HISTORY     - 1973     GOOD             NGS
 AX0007  HISTORY     - 1976     GOOD             NGS
 AX0007  HISTORY     - 1976     GOOD             NGS
 AX0007  HISTORY     - 1978     GOOD             NGS
 AX0007  HISTORY     - 1986     GOOD             NGS
 AX0007  HISTORY     - 1987     GOOD             USPSQD
 AX0007  HISTORY     - 19991017 GOOD             USPSQD
 AX0007  HISTORY     - 20041012 GOOD             USPSQD
 AX0007
 AX0007                          STATION DESCRIPTION
 AX0007
 AX0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0007'6.55 MI E FROM SEALY.
 AX0007'ABOUT 6.55 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX0007'THE CROSSING OF STATE HIGHWAY 36 AT SEALY, ABOUT 0.2 FOOT WEST OF A
 AX0007'DIRT ROAD CROSSING LEADING NORTH, 102 FEET SOUTH OF THE SOUTH RAIL,
 AX0007'21.4 FEET NORTH OF THE CENTER LINE OF THE ACCESS ROAD OF OLD U. S.
 AX0007'HIGHWAY 90, 94.4 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE
 AX0007'OF I-10 AND U.S. HWY. 90, SET IN THE TOP OF THE WEST END OF THE NORTH
 AX0007'HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER THE ACCESS ROAD OF OLD
 AX0007'HIGHWAY 90.  THE MARK IS ALSO 5.85 MILES WEST ALONG
 AX0007'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION AT BROOKSHIRE, 1.4
 AX0007'FEET ABOVE THE LEVEL OF THE HIGHWAY AND ABOUT THE LEVEL OF THE TRACKS.
 AX0007
 AX0007                          STATION RECOVERY (1976)
 AX0007
 AX0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0007'RECOVERED IN GOOD CONDITION.
 AX0007
 AX0007                          STATION RECOVERY (1976)
 AX0007
 AX0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0007'RECOVERED IN GOOD CONDITION.
 AX0007
 AX0007                          STATION RECOVERY (1978)
 AX0007
 AX0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0007'RECOVERED IN GOOD CONDITION.
 AX0007
 AX0007                          STATION RECOVERY (1986)
 AX0007
 AX0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0007'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0007'ADD--9.7 KM (6.0 MI) WEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF FM
 AX0007'ROAD 359 SOUTH IN BROOKSHIRE.
 AX0007
 AX0007                          STATION RECOVERY (1987)
 AX0007
 AX0007'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX0007'RECOVERED IN GOOD CONDITION.
 AX0007
 AX0007                          STATION RECOVERY (1999)
 AX0007
 AX0007'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0007'RECOVERED IN GOOD CONDITION.
 AX0007
 AX0007                          STATION RECOVERY (2004)
 AX0007
 AX0007'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0210 ***********************************************************************
 AX0210  DESIGNATION -  C 769
 AX0210  PID         -  AX0210
 AX0210  STATE/COUNTY-  TX/AUSTIN
 AX0210  USGS QUAD   -  SEALY (1981)
 AX0210
 AX0210                         *CURRENT SURVEY CONTROL
 AX0210  ___________________________________________________________________
 AX0210* NAD 83(1986)-  29 47 27.     (N)    096 09 26.     (W)     SCALED    
 AX0210* NAVD 88     -        56.02   (+/-2cm)     183.8    (feet)  VERTCON   
 AX0210  ___________________________________________________________________
 AX0210  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0210
 AX0210  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX0210
 AX0210.The horizontal coordinates were scaled from a topographic map and have
 AX0210.an estimated accuracy of +/- 6 seconds.
 AX0210
 AX0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0210.The vertical order pertains to the NGVD 29 superseded value.
 AX0210
 AX0210.The geoid height was determined by GEOID03.
 AX0210
 AX0210;                    North         East    Units  Estimated Accuracy
 AX0210;SPC TXSC     - 4,220,290.      874,810.      MT  (+/- 180 meters Scaled)
 AX0210
 AX0210                          SUPERSEDED SURVEY CONTROL
 AX0210
 AX0210  NGVD 29 (??/??/92)   55.998  (m)          183.72   (f) ADJ UNCH    1 2
 AX0210
 AX0210.Superseded values are not recommended for survey control.
 AX0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0210.See file dsdata.txt to determine how the superseded data were derived.
 AX0210
 AX0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT748989(NAD 83)
 AX0210_MARKER: DB = BENCH MARK DISK
 AX0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0210_SP_SET: CULVERT
 AX0210_STAMPING: C 769 1943
 AX0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0210
 AX0210  HISTORY     - Date     Condition        Report By
 AX0210  HISTORY     - 1943     MONUMENTED       CGS
 AX0210  HISTORY     - 1954     GOOD             NGS
 AX0210  HISTORY     - 1978     GOOD             NGS
 AX0210  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0210  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 AX0210
 AX0210                          STATION DESCRIPTION
 AX0210
 AX0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0210'0.5 MI NW FROM SEALY.
 AX0210'0.5 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AX0210'STATION AT SEALY, WALLER COUNTY, 0.1 MILE SOUTH OF A DIRT-ROAD
 AX0210'CROSSING, 2-1/2 POLES (ABOUT 450 FEET) NORTH OF MILEPOST 95, AT
 AX0210'CONCRETE CULVERT 95-A, IN THE TOP OF THE SOUTH END OF THE EAST
 AX0210'HEADWALL, 12.5 FEET EAST OF THE EAST RAIL OF THE TRACK, AND 6 FEET
 AX0210'LOWER THAN THE RAIL.
 AX0210
 AX0210                          STATION RECOVERY (1978)
 AX0210
 AX0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0210'RECOVERED IN GOOD CONDITION.
 AX0210
 AX0210                          STATION RECOVERY (1999)
 AX0210
 AX0210'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0210'MARK NOT FOUND.
 AX0210
 AX0210                          STATION RECOVERY (2004)
 AX0210
 AX0210'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0373 ***********************************************************************
 BN0373  DESIGNATION -  C 77
 BN0373  PID         -  BN0373
 BN0373  STATE/COUNTY-  TX/MENARD
 BN0373  USGS QUAD   -  SPOON DRAW (1970)
 BN0373
 BN0373                         *CURRENT SURVEY CONTROL
 BN0373  ___________________________________________________________________
 BN0373* NAD 83(1986)-  30 52 26.     (N)    099 47 56.     (W)     SCALED    
 BN0373* NAVD 88     -       641.834  (meters)    2105.75   (feet)  POSTED    
 BN0373  ___________________________________________________________________
 BN0373  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 BN0373  DYNAMIC HT  -         640.940 (meters)    2102.82  (feet)  COMP
 BN0373  MODELED GRAV-     979,220.0   (mgal)                       NAVD 88
 BN0373
 BN0373  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BN0373
 BN0373.The horizontal coordinates were scaled from a topographic map and have
 BN0373.an estimated accuracy of +/- 6 seconds.
 BN0373
 BN0373.The orthometric height was determined by differential leveling
 BN0373.and adjusted by the National Geodetic Survey in 1992..
 BN0373.No vertical observational check was made to the station.
 BN0373.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BN0373.was located on a no-check spur therefore a value was not computed.
 BN0373
 BN0373.The geoid height was determined by GEOID03.
 BN0373
 BN0373.The dynamic height is computed by dividing the NAVD 88
 BN0373.geopotential number by the normal gravity value computed on the
 BN0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0373.degrees latitude (g = 980.6199 gals.).
 BN0373
 BN0373.The modeled gravity was interpolated from observed gravity values.
 BN0373
 BN0373;                    North         East    Units  Estimated Accuracy
 BN0373;SPC TX C     - 3,133,950.      751,100.      MT  (+/- 180 meters Scaled)
 BN0373
 BN0373                          SUPERSEDED SURVEY CONTROL
 BN0373
 BN0373  NGVD 29 (??/??/92)  641.763  (m)         2105.52   (f) ADJ UNCH    1 2
 BN0373
 BN0373.Superseded values are not recommended for survey control.
 BN0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0373.See file dsdata.txt to determine how the superseded data were derived.
 BN0373
 BN0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV236158(NAD 83)
 BN0373_MARKER: DB = BENCH MARK DISK
 BN0373_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BN0373_SP_SET: UNSPECIFIED ROCK
 BN0373_STAMPING: C 77 1931
 BN0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0373
 BN0373  HISTORY     - Date     Condition        Report By
 BN0373  HISTORY     - 1931     MONUMENTED       CGS
 BN0373  HISTORY     - 1970     MARK NOT FOUND   USGS
 BN0373  HISTORY     - 19981226 MARK NOT FOUND   USPSQD
 BN0373
 BN0373                          STATION DESCRIPTION
 BN0373
 BN0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0373'2.8 MI S FROM MENARD.
 BN0373'2.8 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MENARD, MENARD COUNTY, JUST
 BN0373'NORTH OF THE CREST OF A LONG GRADE, 20 FEET EAST OF THE CENTERLINE OF
 BN0373'THE HIGHWAY, 3 FEET WEST OF A FENCE, AND IN A ROCK ON THE BANK OF A
 BN0373'DITCH.  A STANDARD DISK, STAMPED C 77 1931.
 BN0373
 BN0373                          STATION RECOVERY (1970)
 BN0373
 BN0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BN0373'MARK NOT FOUND.
 BN0373
 BN0373                          STATION RECOVERY (1998)
 BN0373
 BN0373'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0739 ***********************************************************************
 AE0739  DESIGNATION -  C 770
 AE0739  PID         -  AE0739
 AE0739  STATE/COUNTY-  TX/STARR
 AE0739  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0739
 AE0739                         *CURRENT SURVEY CONTROL
 AE0739  ___________________________________________________________________
 AE0739* NAD 83(1986)-  26 26 35.     (N)    098 55 55.     (W)     SCALED    
 AE0739* NAVD 88     -       103.047  (meters)     338.08   (feet)  ADJUSTED  
 AE0739  ___________________________________________________________________
 AE0739  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 AE0739  DYNAMIC HT  -         102.877 (meters)     337.52  (feet)  COMP
 AE0739  MODELED GRAV-     978,999.7   (mgal)                       NAVD 88
 AE0739
 AE0739  VERT ORDER  -  SECOND    CLASS 0
 AE0739
 AE0739.The horizontal coordinates were scaled from a topographic map and have
 AE0739.an estimated accuracy of +/- 6 seconds.
 AE0739
 AE0739.The orthometric height was determined by differential leveling
 AE0739.and adjusted by the National Geodetic Survey in June 1991..
 AE0739
 AE0739.The geoid height was determined by GEOID03.
 AE0739
 AE0739.The dynamic height is computed by dividing the NAVD 88
 AE0739.geopotential number by the normal gravity value computed on the
 AE0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0739.degrees latitude (g = 980.6199 gals.).
 AE0739
 AE0739.The modeled gravity was interpolated from observed gravity values.
 AE0739
 AE0739;                    North         East    Units  Estimated Accuracy
 AE0739;SPC TX S     - 5,086,090.      256,920.      MT  (+/- 180 meters Scaled)
 AE0739
 AE0739                          SUPERSEDED SURVEY CONTROL
 AE0739
 AE0739  NGVD 29 (??/??/92)  103.104  (m)          338.27   (f) ADJ UNCH    2 0
 AE0739
 AE0739.Superseded values are not recommended for survey control.
 AE0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0739.See file dsdata.txt to determine how the superseded data were derived.
 AE0739
 AE0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ067247(NAD 83)
 AE0739_MARKER: DB = BENCH MARK DISK
 AE0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0739_SP_SET: CULVERT
 AE0739_STAMPING: C 770 1942
 AE0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0739
 AE0739  HISTORY     - Date     Condition        Report By
 AE0739  HISTORY     - 1942     MONUMENTED       CGS
 AE0739  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0739
 AE0739                          STATION DESCRIPTION
 AE0739
 AE0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0739'2.8 MI N FROM GARCENO.
 AE0739'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO.83 AND THE HEBBRONVILLE
 AE0739'ROAD AT GARCENO, PROCEED 2.8 MILES NORTHERLY ALONG THE HEBBRONVILLE
 AE0739'ROAD TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0739'HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A 1.5
 AE0739'FOOT PIPE CULVERT UNDER THE ROAD.  IT IS 0.1 MILE SOUTH OF THE TOP OF
 AE0739'A GRAVEL HILL, 15.1 FEET EAST OF AND ABOUT 0.5 FOOT ABOVE THE
 AE0739'CENTERLINE OF THE ROAD.
 AE0739
 AE0739                          STATION RECOVERY (1965)
 AE0739
 AE0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0805 ***********************************************************************
 AE0805  DESIGNATION -  C 771
 AE0805  PID         -  AE0805
 AE0805  STATE/COUNTY-  TX/JIM HOGG
 AE0805  USGS QUAD   -  CUEVITAS SW (1972)
 AE0805
 AE0805                         *CURRENT SURVEY CONTROL
 AE0805  ___________________________________________________________________
 AE0805* NAD 83(1986)-  26 51 08.     (N)    098 54 09.     (W)     SCALED    
 AE0805* NAVD 88     -       153.857  (meters)     504.78   (feet)  ADJUSTED  
 AE0805  ___________________________________________________________________
 AE0805  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE0805  DYNAMIC HT  -         153.606 (meters)     503.96  (feet)  COMP
 AE0805  MODELED GRAV-     979,011.0   (mgal)                       NAVD 88
 AE0805
 AE0805  VERT ORDER  -  SECOND    CLASS 0
 AE0805
 AE0805.The horizontal coordinates were scaled from a topographic map and have
 AE0805.an estimated accuracy of +/- 6 seconds.
 AE0805
 AE0805.The orthometric height was determined by differential leveling
 AE0805.and adjusted by the National Geodetic Survey in June 1991..
 AE0805
 AE0805.The geoid height was determined by GEOID03.
 AE0805
 AE0805.The dynamic height is computed by dividing the NAVD 88
 AE0805.geopotential number by the normal gravity value computed on the
 AE0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0805.degrees latitude (g = 980.6199 gals.).
 AE0805
 AE0805.The modeled gravity was interpolated from observed gravity values.
 AE0805
 AE0805;                    North         East    Units  Estimated Accuracy
 AE0805;SPC TX S     - 5,131,410.      260,000.      MT  (+/- 180 meters Scaled)
 AE0805
 AE0805                          SUPERSEDED SURVEY CONTROL
 AE0805
 AE0805  NGVD 29 (??/??/92)  153.900  (m)          504.92   (f) ADJ UNCH    2 0
 AE0805
 AE0805.Superseded values are not recommended for survey control.
 AE0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0805.See file dsdata.txt to determine how the superseded data were derived.
 AE0805
 AE0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ096700(NAD 83)
 AE0805_MARKER: DB = BENCH MARK DISK
 AE0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0805_STAMPING: C 771 1942
 AE0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0805+STABILITY: SURFACE MOTION
 AE0805
 AE0805  HISTORY     - Date     Condition        Report By
 AE0805  HISTORY     - 1942     MONUMENTED       CGS
 AE0805
 AE0805                          STATION DESCRIPTION
 AE0805
 AE0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0805'3.6 MI SW FROM GUERRA.
 AE0805'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILE SOUTH OF
 AE0805'GUERRA) PROCEED 1.0 MILE SOUTHWESTERLY ALONG DIRT ROAD TO A CATTLE
 AE0805'GUARD AND SITE OF BENCH MARK.  BENCH MARK IS 33.0 FEET WEST OF AND
 AE0805'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF DIRT ROAD, 27.0 FEET
 AE0805'WEST OF THE WEST END OF CATTLE GUARD.  IT IS 1.0 FOOT EAST OF THE
 AE0805'RIGHT OF WAY FENCE, 1.0 FOOT SOUTH OF THE FENCE RUNNING ACROSS ROAD.
 AE0805'MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST, AND
 AE0805'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0847 ***********************************************************************
 AE0847  DESIGNATION -  C 772
 AE0847  PID         -  AE0847
 AE0847  STATE/COUNTY-  TX/STARR
 AE0847  USGS QUAD   -  LAS ISLAS RANCH (1993)
 AE0847
 AE0847                         *CURRENT SURVEY CONTROL
 AE0847  ___________________________________________________________________
 AE0847* NAD 83(1986)-  26 42 12.     (N)    098 40 40.     (W)     SCALED    
 AE0847* NAVD 88     -       166.150  (meters)     545.11   (feet)  ADJUSTED  
 AE0847  ___________________________________________________________________
 AE0847  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AE0847  DYNAMIC HT  -         165.877 (meters)     544.21  (feet)  COMP
 AE0847  MODELED GRAV-     978,999.1   (mgal)                       NAVD 88
 AE0847
 AE0847  VERT ORDER  -  SECOND    CLASS 0
 AE0847
 AE0847.The horizontal coordinates were scaled from a topographic map and have
 AE0847.an estimated accuracy of +/- 6 seconds.
 AE0847
 AE0847.The orthometric height was determined by differential leveling
 AE0847.and adjusted by the National Geodetic Survey in June 1991..
 AE0847
 AE0847.The geoid height was determined by GEOID03.
 AE0847
 AE0847.The dynamic height is computed by dividing the NAVD 88
 AE0847.geopotential number by the normal gravity value computed on the
 AE0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0847.degrees latitude (g = 980.6199 gals.).
 AE0847
 AE0847.The modeled gravity was interpolated from observed gravity values.
 AE0847
 AE0847;                    North         East    Units  Estimated Accuracy
 AE0847;SPC TX S     - 5,114,870.      282,310.      MT  (+/- 180 meters Scaled)
 AE0847
 AE0847                          SUPERSEDED SURVEY CONTROL
 AE0847
 AE0847  NGVD 29 (??/??/92)  166.194  (m)          545.25   (f) ADJ UNCH    2 0
 AE0847
 AE0847.Superseded values are not recommended for survey control.
 AE0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0847.See file dsdata.txt to determine how the superseded data were derived.
 AE0847
 AE0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ320536(NAD 83)
 AE0847_MARKER: DB = BENCH MARK DISK
 AE0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0847_STAMPING: C 772 1942
 AE0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0847+STABILITY: SURFACE MOTION
 AE0847
 AE0847  HISTORY     - Date     Condition        Report By
 AE0847  HISTORY     - 1942     MONUMENTED       CGS
 AE0847  HISTORY     - 1972     MARK NOT FOUND   NGS
 AE0847
 AE0847                          STATION DESCRIPTION
 AE0847
 AE0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0847'9.7 MI W FROM LA GLORIA.
 AE0847'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 9.7 MILES
 AE0847'WESTERLY ALONG A COUNTY GRADED ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE0847'IS 0.25 MILE EAST OF A WOODEN GATE IN THE NORTHWEST FENCE CORNER OF A
 AE0847'PASRURE.  IT IS 0.2 MILE NORTHWEST OF A WINDMILL ON THE SOUTH SIDE OF
 AE0847'THE ROAD, 29.6 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0847'CENTERLINE OF THE ROAD, 0.9 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 AE0847'FENCE.  MONUMENT IS 2.9 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0847'POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AE0847
 AE0847                          STATION RECOVERY (1972)
 AE0847
 AE0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AE0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1132 ***********************************************************************
 AE1132  DESIGNATION -  C 773
 AE1132  PID         -  AE1132
 AE1132  STATE/COUNTY-  TX/ZAPATA
 AE1132  USGS QUAD   -  LOPENO (1965)
 AE1132
 AE1132                         *CURRENT SURVEY CONTROL
 AE1132  ___________________________________________________________________
 AE1132* NAD 83(1986)-  26 39 37.     (N)    099 04 57.     (W)     SCALED    
 AE1132* NAVD 88     -       133.946  (meters)     439.45   (feet)  ADJUSTED  
 AE1132  ___________________________________________________________________
 AE1132  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 AE1132  DYNAMIC HT  -         133.727 (meters)     438.74  (feet)  COMP
 AE1132  MODELED GRAV-     979,017.5   (mgal)                       NAVD 88
 AE1132
 AE1132  VERT ORDER  -  SECOND    CLASS 0
 AE1132
 AE1132.The horizontal coordinates were scaled from a topographic map and have
 AE1132.an estimated accuracy of +/- 6 seconds.
 AE1132
 AE1132.The orthometric height was determined by differential leveling
 AE1132.and adjusted by the National Geodetic Survey in June 1991..
 AE1132
 AE1132.The geoid height was determined by GEOID03.
 AE1132
 AE1132.The dynamic height is computed by dividing the NAVD 88
 AE1132.geopotential number by the normal gravity value computed on the
 AE1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1132.degrees latitude (g = 980.6199 gals.).
 AE1132
 AE1132.The modeled gravity was interpolated from observed gravity values.
 AE1132
 AE1132;                    North         East    Units  Estimated Accuracy
 AE1132;SPC TX S     - 5,110,220.      242,020.      MT  (+/- 180 meters Scaled)
 AE1132
 AE1132                          SUPERSEDED SURVEY CONTROL
 AE1132
 AE1132  NGVD 29 (??/??/92)  133.988  (m)          439.59   (f) ADJ UNCH    2 0
 AE1132
 AE1132.Superseded values are not recommended for survey control.
 AE1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1132.See file dsdata.txt to determine how the superseded data were derived.
 AE1132
 AE1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ917488(NAD 83)
 AE1132_MARKER: DB = BENCH MARK DISK
 AE1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1132_STAMPING: C 773 1942
 AE1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1132+STABILITY: SURFACE MOTION
 AE1132
 AE1132  HISTORY     - Date     Condition        Report By
 AE1132  HISTORY     - 1942     MONUMENTED       CGS
 AE1132  HISTORY     - 1965     GOOD             USGS
 AE1132
 AE1132                          STATION DESCRIPTION
 AE1132
 AE1132'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE1132'7.0 MI NE FROM FALCON.
 AE1132'4.4 MI. SOUTH ALONG U.S. HWY 83 FROM THE POST OFFICE AT LOPENO. THENCE
 AE1132'1.4 MI. NE ALONG A GRADED GRAVEL ROAD (COUNTY RD).  0.2 MI. NE OF A
 AE1132'CATTLEGUARD.  78 FT NE OF A BRUSH LINE NW, 23 FT NW OF THE CENTER LINE
 AE1132'OF THE RD AND 2 FT NW OF THE ROW FENCE.  2 FT HIGHER THAN THE RD. A
 AE1132'USC AND GS STANDARD DISK, STAMPED C 773 1942 SET IN THE TOP OF A
 AE1132'CONCRETE POST PROJECTING 0.5 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1101 ***********************************************************************
 AE1101  DESIGNATION -  C 774
 AE1101  PID         -  AE1101
 AE1101  STATE/COUNTY-  TX/STARR
 AE1101  USGS QUAD   -  FALCON VILLAGE (1965)
 AE1101
 AE1101                         *CURRENT SURVEY CONTROL
 AE1101  ___________________________________________________________________
 AE1101* NAD 83(1986)-  26 34 33.     (N)    099 07 40.     (W)     SCALED    
 AE1101* NAVD 88     -       115.550  (meters)     379.10   (feet)  ADJUSTED  
 AE1101  ___________________________________________________________________
 AE1101  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AE1101  DYNAMIC HT  -         115.361 (meters)     378.48  (feet)  COMP
 AE1101  MODELED GRAV-     979,009.3   (mgal)                       NAVD 88
 AE1101
 AE1101  VERT ORDER  -  FIRST     CLASS II
 AE1101
 AE1101.The horizontal coordinates were scaled from a topographic map and have
 AE1101.an estimated accuracy of +/- 6 seconds.
 AE1101
 AE1101.The orthometric height was determined by differential leveling
 AE1101.and adjusted by the National Geodetic Survey in June 1991..
 AE1101
 AE1101.The geoid height was determined by GEOID03.
 AE1101
 AE1101.The dynamic height is computed by dividing the NAVD 88
 AE1101.geopotential number by the normal gravity value computed on the
 AE1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1101.degrees latitude (g = 980.6199 gals.).
 AE1101
 AE1101.The modeled gravity was interpolated from observed gravity values.
 AE1101
 AE1101;                    North         East    Units  Estimated Accuracy
 AE1101;SPC TX S     - 5,100,880.      237,460.      MT  (+/- 180 meters Scaled)
 AE1101
 AE1101                          SUPERSEDED SURVEY CONTROL
 AE1101
 AE1101  NGVD 29 (??/??/92)  115.586  (m)          379.22   (f) ADJ UNCH    1 2
 AE1101
 AE1101.Superseded values are not recommended for survey control.
 AE1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1101.See file dsdata.txt to determine how the superseded data were derived.
 AE1101
 AE1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ872394(NAD 83)
 AE1101_MARKER: DB = BENCH MARK DISK
 AE1101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1101_SP_SET: CULVERT
 AE1101_STAMPING: C 774 1942
 AE1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1101
 AE1101  HISTORY     - Date     Condition        Report By
 AE1101  HISTORY     - 1942     MONUMENTED       CGS
 AE1101  HISTORY     - 1956     GOOD             NGS
 AE1101
 AE1101                          STATION DESCRIPTION
 AE1101
 AE1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1101'0.9 MI NW FROM FALCON HIGHTS.
 AE1101'0.1 MILE NORTH ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1101'HIGHTS, THENCE 0.8 MILE NORTHWEST ALONG OLD U.S. HIGHWAY 83, 17 FEET
 AE1101'EAST OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE
 AE1101'NORTH END OF THE EAST HEADWALL OF A SMALL CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0332 ***********************************************************************
 AE0332  DESIGNATION -  C 775
 AE0332  PID         -  AE0332
 AE0332  STATE/COUNTY-  TX/HIDALGO
 AE0332  USGS QUAD   -  DONNA (1983)
 AE0332
 AE0332                         *CURRENT SURVEY CONTROL
 AE0332  ___________________________________________________________________
 AE0332* NAD 83(1986)-  26 10 07.     (N)    098 02 29.     (W)     SCALED    
 AE0332* NAVD 88     -        26.143  (meters)      85.77   (feet)  ADJUSTED  
 AE0332  ___________________________________________________________________
 AE0332  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AE0332  DYNAMIC HT  -          26.100 (meters)      85.63  (feet)  COMP
 AE0332  MODELED GRAV-     979,003.5   (mgal)                       NAVD 88
 AE0332
 AE0332  VERT ORDER  -  FIRST     CLASS II
 AE0332
 AE0332.The horizontal coordinates were scaled from a topographic map and have
 AE0332.an estimated accuracy of +/- 6 seconds.
 AE0332
 AE0332.The orthometric height was determined by differential leveling
 AE0332.and adjusted by the National Geodetic Survey in June 1991..
 AE0332
 AE0332.The geoid height was determined by GEOID03.
 AE0332
 AE0332.The dynamic height is computed by dividing the NAVD 88
 AE0332.geopotential number by the normal gravity value computed on the
 AE0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0332.degrees latitude (g = 980.6199 gals.).
 AE0332
 AE0332.The modeled gravity was interpolated from observed gravity values.
 AE0332
 AE0332;                    North         East    Units  Estimated Accuracy
 AE0332;SPC TX S     - 5,055,700.      345,850.      MT  (+/- 180 meters Scaled)
 AE0332
 AE0332                          SUPERSEDED SURVEY CONTROL
 AE0332
 AE0332.No superseded survey control is available for this station.
 AE0332
 AE0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP958947(NAD 83)
 AE0332_MARKER: DB = BENCH MARK DISK
 AE0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0332_SP_SET: CULVERT
 AE0332_STAMPING: C 775 1942
 AE0332_MARK LOGO: CGS   
 AE0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0332
 AE0332  HISTORY     - Date     Condition        Report By
 AE0332  HISTORY     - 1942     MONUMENTED       CGS
 AE0332  HISTORY     - 1958     GOOD             DOD
 AE0332  HISTORY     - 1981     GOOD             NGS
 AE0332  HISTORY     - 1987     GOOD             USPSQD
 AE0332  HISTORY     - 1988     GOOD             USPSQD
 AE0332
 AE0332                          STATION DESCRIPTION
 AE0332
 AE0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0332'3.4 MI W FROM WESLACO.
 AE0332'BENCH MARK IS SET HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL
 AE0332'OF A CONCRETE BOX CULVERT UNDER U.S. HIGHWAY NO. 83.  IT IS 1
 AE0332'TELEGRAPH POLE EAST OF AND ACROSS TRACK FROM MILE POST NO. A22, 51.0
 AE0332'FEET SOUTH OF THE CENTERLINE OF RAILROAD.  IT IS 180.0 YARDS WEST OF
 AE0332'THE CENTERLINE OF INTERSECTION OF THE EAST DONNA BLVD., 21.0 FEET
 AE0332'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY.
 AE0332'NOTE-- TO REACH FROM THE RAILROAD STATION AT WESLACO, PROCEED 3.4
 AE0332'MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD TO MILE POST NO. A-22
 AE0332'AND SITE OF BENCH MARK.
 AE0332
 AE0332                          STATION RECOVERY (1958)
 AE0332
 AE0332'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 AE0332'RECOVERED IN GOOD CONDITION.
 AE0332
 AE0332                          STATION RECOVERY (1981)
 AE0332
 AE0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0332'1.2 KM (0.75 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE0332'OF LOOP 433 NORTH AT DONNA, SET IN THE TOP OF THE NORTH HEADWALL OF A
 AE0332'CONCRETE CULVERT UNDER THE HIGHWAY, 6.4 METERS (21.0 FT) NORTH OF THE
 AE0332'CENTERLINE OF THE HIGHWAY, 91.4 METERS (300.0 FT) EAST OF FARM ROAD
 AE0332'493 NORTH, 15.2 METERS (50.0 FT) SOUTH OF THE SOUTH RAIL OF THE
 AE0332'MISSOURI PACIFIC RAILROAD TRACKS, AND 0.31 METERS (1.0 FT) EAST OF THE
 AE0332'WEST END OF THE HEADWALL.
 AE0332
 AE0332                          STATION RECOVERY (1987)
 AE0332
 AE0332'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0332'RECOVERED IN GOOD CONDITION.
 AE0332
 AE0332                          STATION RECOVERY (1988)
 AE0332
 AE0332'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AE0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0073 ***********************************************************************
 AB0073  DESIGNATION -  C 776
 AB0073  PID         -  AB0073
 AB0073  STATE/COUNTY-  TX/CAMERON
 AB0073  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0073
 AB0073                         *CURRENT SURVEY CONTROL
 AB0073  ___________________________________________________________________
 AB0073* NAD 83(1986)-  25 57 53.     (N)    097 14 06.     (W)     SCALED    
 AB0073* NAVD 88     -         5.018  (meters)      16.46   (feet)  ADJUSTED  
 AB0073  ___________________________________________________________________
 AB0073  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 AB0073  DYNAMIC HT  -           5.010 (meters)      16.44  (feet)  COMP
 AB0073  MODELED GRAV-     979,058.5   (mgal)                       NAVD 88
 AB0073
 AB0073  VERT ORDER  -  SECOND    CLASS 0
 AB0073
 AB0073.The horizontal coordinates were scaled from a topographic map and have
 AB0073.an estimated accuracy of +/- 6 seconds.
 AB0073
 AB0073.The orthometric height was determined by differential leveling
 AB0073.and adjusted by the National Geodetic Survey in June 1991..
 AB0073
 AB0073.The geoid height was determined by GEOID03.
 AB0073
 AB0073.The dynamic height is computed by dividing the NAVD 88
 AB0073.geopotential number by the normal gravity value computed on the
 AB0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0073.degrees latitude (g = 980.6199 gals.).
 AB0073
 AB0073.The modeled gravity was interpolated from observed gravity values.
 AB0073
 AB0073;                    North         East    Units  Estimated Accuracy
 AB0073;SPC TX S     - 5,033,660.      426,690.      MT  (+/- 180 meters Scaled)
 AB0073
 AB0073                          SUPERSEDED SURVEY CONTROL
 AB0073
 AB0073  NGVD 29 (??/??/92)    5.116  (m)           16.78   (f) ADJ UNCH    2 0
 AB0073
 AB0073.Superseded values are not recommended for survey control.
 AB0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0073.See file dsdata.txt to determine how the superseded data were derived.
 AB0073
 AB0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP767729(NAD 83)
 AB0073_MARKER: DB = BENCH MARK DISK
 AB0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0073_SP_SET: CULVERT
 AB0073_STAMPING: C 776 1942
 AB0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0073
 AB0073  HISTORY     - Date     Condition        Report By
 AB0073  HISTORY     - 1942     MONUMENTED       CGS
 AB0073  HISTORY     - 1958     GOOD             DOD
 AB0073  HISTORY     - 19910319 GOOD             USPSQD
 AB0073
 AB0073                          STATION DESCRIPTION
 AB0073
 AB0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0073'18.2 MI NE FROM BROWNSVILLE.
 AB0073'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0073'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0073'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLEGUARD, CONTINUE
 AB0073'ON STATE HIGHWAY NUMBER 4 AND GO 10.1 MILES TO A SMALL CONCRETE
 AB0073'CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP
 AB0073'OF THE EAST END OF THE SOUTH HEADWALL OF THE CULVERT.  IT IS ABOUT 0.3
 AB0073'MILE WEST OF THE ENTRANCE TO THE ARMY RIFLE RANGE.  21 FEET SOUTH OF
 AB0073'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AB0073
 AB0073                          STATION RECOVERY (1958)
 AB0073
 AB0073'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 AB0073'RECOVERED IN GOOD CONDITION.
 AB0073
 AB0073                          STATION RECOVERY (1991)
 AB0073
 AB0073'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0111 ***********************************************************************
 AB0111  DESIGNATION -  C 777
 AB0111  PID         -  AB0111
 AB0111  STATE/COUNTY-  TX/CAMERON
 AB0111  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0111
 AB0111                         *CURRENT SURVEY CONTROL
 AB0111  ___________________________________________________________________
 AB0111* NAD 83(1986)-  25 52 59.     (N)    097 27 02.     (W)     SCALED    
 AB0111* NAVD 88     -         9.007  (meters)      29.55   (feet)  ADJUSTED  
 AB0111  ___________________________________________________________________
 AB0111  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AB0111  DYNAMIC HT  -           8.993 (meters)      29.50  (feet)  COMP
 AB0111  MODELED GRAV-     979,029.2   (mgal)                       NAVD 88
 AB0111
 AB0111  VERT ORDER  -  SECOND    CLASS 0
 AB0111
 AB0111.The horizontal coordinates were scaled from a topographic map and have
 AB0111.an estimated accuracy of +/- 6 seconds.
 AB0111
 AB0111.The orthometric height was determined by differential leveling
 AB0111.and adjusted by the National Geodetic Survey in June 1991..
 AB0111
 AB0111.The geoid height was determined by GEOID03.
 AB0111
 AB0111.The dynamic height is computed by dividing the NAVD 88
 AB0111.geopotential number by the normal gravity value computed on the
 AB0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0111.degrees latitude (g = 980.6199 gals.).
 AB0111
 AB0111.The modeled gravity was interpolated from observed gravity values.
 AB0111
 AB0111;                    North         East    Units  Estimated Accuracy
 AB0111;SPC TX S     - 5,024,410.      405,180.      MT  (+/- 180 meters Scaled)
 AB0111
 AB0111                          SUPERSEDED SURVEY CONTROL
 AB0111
 AB0111  NGVD 29 (??/??/92)    9.098  (m)           29.85   (f) ADJ UNCH    2 0
 AB0111
 AB0111.Superseded values are not recommended for survey control.
 AB0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0111.See file dsdata.txt to determine how the superseded data were derived.
 AB0111
 AB0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP552636(NAD 83)
 AB0111_MARKER: DD = SURVEY DISK
 AB0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0111_STAMPING: C 777 1942
 AB0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0111+STABILITY: SURFACE MOTION
 AB0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0111+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 AB0111
 AB0111  HISTORY     - Date     Condition        Report By
 AB0111  HISTORY     - 1942     MONUMENTED       IBC
 AB0111  HISTORY     - 1950     GOOD             NGS
 AB0111  HISTORY     - 20050330 GOOD             INDIV
 AB0111
 AB0111                          STATION DESCRIPTION
 AB0111
 AB0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0111'3.8 MI SE FROM BROWNSVILLE.
 AB0111'TO REACH FROM THE INTERSECTION OF E 14TH STREET AND EAST TYLER STREET
 AB0111'IN BROWNSVILLE, PROCEED SE. ON EAST TYLER STREET 1.6 MILES TO A ROAD
 AB0111'CROSSING THE LEVEE, CONTINUE SE. ON ROAD ON TOP OF THE LEVEE 1.6 MILES
 AB0111'TO A ROAD CROSSING THE LEVEE AND SITE OF BENCH MARK.  BENCH MARK IS 60
 AB0111'FEET NE. OF THE CENTERLINE OF THE ROAD ON TOP OF THE LEVEE. 50 FT. SW.
 AB0111'OF THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD SPUR LINE TO SOUTH
 AB0111'POINT.  50 FT. W. OF THE CENTERLINE OF THE N-S ROAD. AN I.B.C. DISK
 AB0111'SET IN CONCRETE POST PROJECTING 2.0 FEET.
 AB0111
 AB0111                          STATION RECOVERY (2005)
 AB0111
 AB0111'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PB)
 AB0111'RECOVERED BY AGH CONSULTS, BROWNSVILLE TX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0645 ***********************************************************************
 AJ0645  DESIGNATION -  C 779
 AJ0645  PID         -  AJ0645
 AJ0645  STATE/COUNTY-  TX/JIM HOGG
 AJ0645  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0645
 AJ0645                         *CURRENT SURVEY CONTROL
 AJ0645  ___________________________________________________________________
 AJ0645* NAD 83(1986)-  27 08 57.     (N)    098 56 00.     (W)     SCALED    
 AJ0645* NAVD 88     -       230.185  (meters)     755.20   (feet)  POSTED    
 AJ0645  ___________________________________________________________________
 AJ0645  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AJ0645  DYNAMIC HT  -         229.810 (meters)     753.97  (feet)  COMP
 AJ0645  MODELED GRAV-     979,020.4   (mgal)                       NAVD 88
 AJ0645
 AJ0645  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0645
 AJ0645.The horizontal coordinates were scaled from a topographic map and have
 AJ0645.an estimated accuracy of +/- 6 seconds.
 AJ0645
 AJ0645.The orthometric height was determined by differential leveling
 AJ0645.and adjusted by the National Geodetic Survey in 1992..
 AJ0645.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0645.rate of 1.1 thru 2.0 mm/km.
 AJ0645
 AJ0645.The geoid height was determined by GEOID03.
 AJ0645
 AJ0645.The dynamic height is computed by dividing the NAVD 88
 AJ0645.geopotential number by the normal gravity value computed on the
 AJ0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0645.degrees latitude (g = 980.6199 gals.).
 AJ0645
 AJ0645.The modeled gravity was interpolated from observed gravity values.
 AJ0645
 AJ0645;                    North         East    Units  Estimated Accuracy
 AJ0645;SPC TX S     - 5,164,320.      257,050.      MT  (+/- 180 meters Scaled)
 AJ0645
 AJ0645                          SUPERSEDED SURVEY CONTROL
 AJ0645
 AJ0645  NGVD 29 (??/??/92)  230.204  (m)          755.26   (f) ADJ UNCH    2 0
 AJ0645
 AJ0645.Superseded values are not recommended for survey control.
 AJ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0645.See file dsdata.txt to determine how the superseded data were derived.
 AJ0645
 AJ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR066029(NAD 83)
 AJ0645_MARKER: DB = BENCH MARK DISK
 AJ0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0645_STAMPING: C 779 1943
 AJ0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0645+STABILITY: SURFACE MOTION
 AJ0645
 AJ0645  HISTORY     - Date     Condition        Report By
 AJ0645  HISTORY     - 1943     MONUMENTED       CGS
 AJ0645  HISTORY     - 1973     MARK NOT FOUND   USGS
 AJ0645
 AJ0645                          STATION DESCRIPTION
 AJ0645
 AJ0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0645'5.4 MI NW FROM PETROLEUM.
 AJ0645'TO REACH FROM THE PETROLEUM X-ROADS, PROCEED WESTERLY ON GRADED ROAD,
 AJ0645'GO 0.4 MILE.  TURN NORTHERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE, AND
 AJ0645'GO 5.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ON THE SOUTH SLOPE
 AJ0645'OF A SMALL ROCKY HILL.  30 FEET WEST OF AND ABOUT THE SAME ELEVATION
 AJ0645'AS THE CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN
 AJ0645'MARKER POST.
 AJ0645
 AJ0645                          STATION RECOVERY (1973)
 AJ0645
 AJ0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AJ0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0020 ***********************************************************************
 BO0020  DESIGNATION -  C 78
 BO0020  PID         -  BO0020
 BO0020  STATE/COUNTY-  TX/EDWARDS
 BO0020  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0020
 BO0020                         *CURRENT SURVEY CONTROL
 BO0020  ___________________________________________________________________
 BO0020* NAD 83(1986)-  30 13 37.     (N)    100 00 50.     (W)     SCALED    
 BO0020* NAVD 88     -       606.662  (meters)    1990.36   (feet)  ADJUSTED  
 BO0020  ___________________________________________________________________
 BO0020  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0020  DYNAMIC HT  -         605.778 (meters)    1987.46  (feet)  COMP
 BO0020  MODELED GRAV-     979,164.7   (mgal)                       NAVD 88
 BO0020
 BO0020  VERT ORDER  -  FIRST     CLASS II
 BO0020
 BO0020.The horizontal coordinates were scaled from a topographic map and have
 BO0020.an estimated accuracy of +/- 6 seconds.
 BO0020
 BO0020.The orthometric height was determined by differential leveling
 BO0020.and adjusted by the National Geodetic Survey in June 1991..
 BO0020
 BO0020.The geoid height was determined by GEOID03.
 BO0020
 BO0020.The dynamic height is computed by dividing the NAVD 88
 BO0020.geopotential number by the normal gravity value computed on the
 BO0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0020.degrees latitude (g = 980.6199 gals.).
 BO0020
 BO0020.The modeled gravity was interpolated from observed gravity values.
 BO0020
 BO0020;                    North         East    Units  Estimated Accuracy
 BO0020;SPC TXSC     - 4,265,710.      502,400.      MT  (+/- 180 meters Scaled)
 BO0020
 BO0020                          SUPERSEDED SURVEY CONTROL
 BO0020
 BO0020  NGVD 29 (??/??/92)  606.621  (m)         1990.22   (f) ADJ UNCH    1 2
 BO0020
 BO0020.Superseded values are not recommended for survey control.
 BO0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0020.See file dsdata.txt to determine how the superseded data were derived.
 BO0020
 BO0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU024443(NAD 83)
 BO0020_MARKER: DB = BENCH MARK DISK
 BO0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0020_STAMPING: 1990.222 C 78 1931
 BO0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0020+STABILITY: SURFACE MOTION
 BO0020
 BO0020  HISTORY     - Date     Condition        Report By
 BO0020  HISTORY     - 1931     MONUMENTED       CGS
 BO0020  HISTORY     - 1971     GOOD             USGS
 BO0020
 BO0020                          STATION DESCRIPTION
 BO0020
 BO0020'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0020'19.4 MI N FROM ROCK SPRINGS.
 BO0020'FROM THE JUNCTION OF HIGHWAYS U.S. 377 AND TEX. 55 AT EAST EDGE OF
 BO0020'ROCKSPRINGS PROCEED NORTH ALONG U.S. 377 FOR 19.3 MILES TO GRAVEL ROAD
 BO0020'ON LEFT LEADING TO GRAVEL PIT, THENCE LEFT THRU GATE 150 FEET THENCE
 BO0020'RIGHT AT Y-JCT. AND NORTH 400 FEET TO OLD HIGHWAY, THENCE RIGHT 100
 BO0020'FEET TO PARTITION FENCE, THENCE A CROSS FENCE ALONG OLD HIGHWAY 250,
 BO0020'50 FEET NORTH OF CENTERLINE 6 FEET SOUTH OF FENCE, A STANDARD TABLET
 BO0020'SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0673 ***********************************************************************
 AJ0673  DESIGNATION -  C 780
 AJ0673  PID         -  AJ0673
 AJ0673  STATE/COUNTY-  TX/JIM HOGG
 AJ0673  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0673
 AJ0673                         *CURRENT SURVEY CONTROL
 AJ0673  ___________________________________________________________________
 AJ0673* NAD 83(1986)-  27 16 41.     (N)    098 43 26.     (W)     SCALED    
 AJ0673* NAVD 88     -       187.130  (meters)     613.94   (feet)  POSTED    
 AJ0673  ___________________________________________________________________
 AJ0673  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AJ0673  DYNAMIC HT  -         186.830 (meters)     612.96  (feet)  COMP
 AJ0673  MODELED GRAV-     979,032.1   (mgal)                       NAVD 88
 AJ0673
 AJ0673  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0673
 AJ0673.The horizontal coordinates were scaled from a topographic map and have
 AJ0673.an estimated accuracy of +/- 6 seconds.
 AJ0673
 AJ0673.The orthometric height was determined by differential leveling
 AJ0673.and adjusted by the National Geodetic Survey in 1992..
 AJ0673.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0673.rate of 0.0 thru 1.0 mm/km.
 AJ0673
 AJ0673.The geoid height was determined by GEOID03.
 AJ0673
 AJ0673.The dynamic height is computed by dividing the NAVD 88
 AJ0673.geopotential number by the normal gravity value computed on the
 AJ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0673.degrees latitude (g = 980.6199 gals.).
 AJ0673
 AJ0673.The modeled gravity was interpolated from observed gravity values.
 AJ0673
 AJ0673;                    North         East    Units  Estimated Accuracy
 AJ0673;SPC TX S     - 5,178,550.      277,840.      MT  (+/- 180 meters Scaled)
 AJ0673
 AJ0673                          SUPERSEDED SURVEY CONTROL
 AJ0673
 AJ0673  NGVD 29 (??/??/92)  187.158  (m)          614.03   (f) ADJ UNCH    2 0
 AJ0673
 AJ0673.Superseded values are not recommended for survey control.
 AJ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0673.See file dsdata.txt to determine how the superseded data were derived.
 AJ0673
 AJ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR273172(NAD 83)
 AJ0673_MARKER: DB = BENCH MARK DISK
 AJ0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0673_STAMPING: C 780 1943
 AJ0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0673+STABILITY: SURFACE MOTION
 AJ0673
 AJ0673  HISTORY     - Date     Condition        Report By
 AJ0673  HISTORY     - 1943     MONUMENTED       CGS
 AJ0673  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0673
 AJ0673                          STATION DESCRIPTION
 AJ0673
 AJ0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0673'4.5 MI SW FROM HEBBRONVILLE.
 AJ0673'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0673'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0673'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO, GO 1.6 MILES.
 AJ0673'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 2.5 MILES TO
 AJ0673'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE WEST OF A
 AJ0673'CATTLEGUARD.  18 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AJ0673'OF THE ROAD.  3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST. AND
 AJ0673'1.0 FOOT SOUTH OF THE RIGHT OF WAY FENCE.
 AJ0673
 AJ0673                          STATION RECOVERY (1968)
 AJ0673
 AJ0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0559 ***********************************************************************
 AJ0559  DESIGNATION -  C 781
 AJ0559  PID         -  AJ0559
 AJ0559  STATE/COUNTY-  TX/JIM HOGG
 AJ0559  USGS QUAD   -  ALTA VISTA RANCH SW (1972)
 AJ0559
 AJ0559                         *CURRENT SURVEY CONTROL
 AJ0559  ___________________________________________________________________
 AJ0559* NAD 83(1986)-  27 03 06.     (N)    098 44 52.     (W)     SCALED    
 AJ0559* NAVD 88     -       185.387  (meters)     608.22   (feet)  ADJUSTED  
 AJ0559  ___________________________________________________________________
 AJ0559  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AJ0559  DYNAMIC HT  -         185.085 (meters)     607.23  (feet)  COMP
 AJ0559  MODELED GRAV-     979,014.9   (mgal)                       NAVD 88
 AJ0559
 AJ0559  VERT ORDER  -  SECOND    CLASS 0
 AJ0559
 AJ0559.The horizontal coordinates were scaled from a topographic map and have
 AJ0559.an estimated accuracy of +/- 6 seconds.
 AJ0559
 AJ0559.The orthometric height was determined by differential leveling
 AJ0559.and adjusted by the National Geodetic Survey in June 1991..
 AJ0559
 AJ0559.The geoid height was determined by GEOID03.
 AJ0559
 AJ0559.The dynamic height is computed by dividing the NAVD 88
 AJ0559.geopotential number by the normal gravity value computed on the
 AJ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0559.degrees latitude (g = 980.6199 gals.).
 AJ0559
 AJ0559.The modeled gravity was interpolated from observed gravity values.
 AJ0559
 AJ0559;                    North         East    Units  Estimated Accuracy
 AJ0559;SPC TX S     - 5,153,470.      275,420.      MT  (+/- 180 meters Scaled)
 AJ0559
 AJ0559                          SUPERSEDED SURVEY CONTROL
 AJ0559
 AJ0559  NGVD 29 (??/??/92)  185.415  (m)          608.32   (f) ADJ UNCH    2 0
 AJ0559
 AJ0559.Superseded values are not recommended for survey control.
 AJ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0559.See file dsdata.txt to determine how the superseded data were derived.
 AJ0559
 AJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ250921(NAD 83)
 AJ0559_MARKER: DB = BENCH MARK DISK
 AJ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0559_STAMPING: C 781 1943
 AJ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0559+STABILITY: SURFACE MOTION
 AJ0559
 AJ0559  HISTORY     - Date     Condition        Report By
 AJ0559  HISTORY     - 1943     MONUMENTED       CGS
 AJ0559
 AJ0559                          STATION DESCRIPTION
 AJ0559
 AJ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0559'1.7 MI SE FROM SAN PABLO RANCH.
 AJ0559'TO REACH FROM THE SAN PABLO RANCH HEADQUARTERS, PROCEED SOUTHEASTERLY
 AJ0559'ON TRACK ROAD TO THE PALANGANA RANCH, AND GO 1.7 MILES TO SITE OF
 AJ0559'BENCH MARK. BENCH MARK IS 18 FEET NORTHEAST OF AND ABOUT THE SAME
 AJ0559'ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET EAST OF A 4 BY 4
 AJ0559'INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1141 ***********************************************************************
 AJ1141  DESIGNATION -  C 782
 AJ1141  PID         -  AJ1141
 AJ1141  STATE/COUNTY-  TX/JIM HOGG
 AJ1141  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ1141
 AJ1141                         *CURRENT SURVEY CONTROL
 AJ1141  ___________________________________________________________________
 AJ1141* NAD 83(1986)-  27 03 49.     (N)    098 35 22.     (W)     SCALED    
 AJ1141* NAVD 88     -       135.639  (meters)     445.01   (feet)  ADJUSTED  
 AJ1141  ___________________________________________________________________
 AJ1141  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AJ1141  DYNAMIC HT  -         135.420 (meters)     444.29  (feet)  COMP
 AJ1141  MODELED GRAV-     979,032.9   (mgal)                       NAVD 88
 AJ1141
 AJ1141  VERT ORDER  -  SECOND    CLASS 0
 AJ1141
 AJ1141.The horizontal coordinates were scaled from a topographic map and have
 AJ1141.an estimated accuracy of +/- 6 seconds.
 AJ1141
 AJ1141.The orthometric height was determined by differential leveling
 AJ1141.and adjusted by the National Geodetic Survey in June 1991..
 AJ1141
 AJ1141.The geoid height was determined by GEOID03.
 AJ1141
 AJ1141.The dynamic height is computed by dividing the NAVD 88
 AJ1141.geopotential number by the normal gravity value computed on the
 AJ1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1141.degrees latitude (g = 980.6199 gals.).
 AJ1141
 AJ1141.The modeled gravity was interpolated from observed gravity values.
 AJ1141
 AJ1141;                    North         East    Units  Estimated Accuracy
 AJ1141;SPC TX S     - 5,154,770.      291,130.      MT  (+/- 180 meters Scaled)
 AJ1141
 AJ1141                          SUPERSEDED SURVEY CONTROL
 AJ1141
 AJ1141  NGVD 29 (??/??/92)  135.671  (m)          445.11   (f) ADJ UNCH    2 0
 AJ1141
 AJ1141.Superseded values are not recommended for survey control.
 AJ1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1141.See file dsdata.txt to determine how the superseded data were derived.
 AJ1141
 AJ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ407935(NAD 83)
 AJ1141_MARKER: DB = BENCH MARK DISK
 AJ1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1141_STAMPING: C 782 1943
 AJ1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1141+STABILITY: SURFACE MOTION
 AJ1141
 AJ1141  HISTORY     - Date     Condition        Report By
 AJ1141  HISTORY     - 1943     MONUMENTED       CGS
 AJ1141
 AJ1141                          STATION DESCRIPTION
 AJ1141
 AJ1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ1141'12.4 MI N FROM AGUA NUEVA.
 AJ1141'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED NORTHERLY ON THE
 AJ1141'ROAD TO HEBBRONVILLE, AND GO 12.4 MILES TO SITE OF BENCH MARK.  BENCH
 AJ1141'MARK IS ABOUT 19.1 MILES SOUTHEAST OF HEBBRONVILLE.  ABOUT 1.9 MILES
 AJ1141'SOUTH OF THE INTERSECTION OF THE ROAD TO ALTA VISTA.  24 FEET WEST OF
 AJ1141'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET
 AJ1141'NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT EAST OF THE
 AJ1141'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0608 ***********************************************************************
 AJ0608  DESIGNATION -  C 783
 AJ0608  PID         -  AJ0608
 AJ0608  STATE/COUNTY-  TX/JIM HOGG
 AJ0608  USGS QUAD   -  SAN PABLO RANCH (1972)
 AJ0608
 AJ0608                         *CURRENT SURVEY CONTROL
 AJ0608  ___________________________________________________________________
 AJ0608* NAD 83(1986)-  27 00 37.     (N)    098 49 38.     (W)     SCALED    
 AJ0608* NAVD 88     -       228.411  (meters)     749.38   (feet)  ADJUSTED  
 AJ0608  ___________________________________________________________________
 AJ0608  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AJ0608  DYNAMIC HT  -         228.038 (meters)     748.15  (feet)  COMP
 AJ0608  MODELED GRAV-     979,007.2   (mgal)                       NAVD 88
 AJ0608
 AJ0608  VERT ORDER  -  SECOND    CLASS 0
 AJ0608
 AJ0608.The horizontal coordinates were scaled from a topographic map and have
 AJ0608.an estimated accuracy of +/- 6 seconds.
 AJ0608
 AJ0608.The orthometric height was determined by differential leveling
 AJ0608.and adjusted by the National Geodetic Survey in June 1991..
 AJ0608
 AJ0608.The geoid height was determined by GEOID03.
 AJ0608
 AJ0608.The dynamic height is computed by dividing the NAVD 88
 AJ0608.geopotential number by the normal gravity value computed on the
 AJ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0608.degrees latitude (g = 980.6199 gals.).
 AJ0608
 AJ0608.The modeled gravity was interpolated from observed gravity values.
 AJ0608
 AJ0608;                    North         East    Units  Estimated Accuracy
 AJ0608;SPC TX S     - 5,148,900.      267,530.      MT  (+/- 180 meters Scaled)
 AJ0608
 AJ0608                          SUPERSEDED SURVEY CONTROL
 AJ0608
 AJ0608  NGVD 29 (??/??/92)  228.420  (m)          749.41   (f) ADJ UNCH    2 0
 AJ0608
 AJ0608.Superseded values are not recommended for survey control.
 AJ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0608.See file dsdata.txt to determine how the superseded data were derived.
 AJ0608
 AJ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ171875(NAD 83)
 AJ0608_MARKER: DB = BENCH MARK DISK
 AJ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0608_STAMPING: C 783 1943
 AJ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0608+STABILITY: SURFACE MOTION
 AJ0608
 AJ0608  HISTORY     - Date     Condition        Report By
 AJ0608  HISTORY     - 1943     MONUMENTED       CGS
 AJ0608
 AJ0608                          STATION DESCRIPTION
 AJ0608
 AJ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0608'7.8 MI SE FROM RANDADO.
 AJ0608'TO REACH FROM THE SCHOOL AT RANDADO, PROCEED EASTERLY ON THE ROAD TO
 AJ0608'HEBBRONVILLE, GO 3.8 MILES TO A SHARP TURN TO THE NORTH.  TURN
 AJ0608'SOUTHERLY (RIGHT) ONTO THE ROAD TO THE T. T. EAST RANCH HEADQUARTERS
 AJ0608'AND GO 4.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE
 AJ0608'SOUTH OF A CATTLEGUARD.  ABOUT 250 FEET NORTHWEST OF THE NORTH END OF
 AJ0608'A LARGE BORROW PIT.  40 FEET WEST OF AND ABOUT 2.0 FEET ABOVE THE
 AJ0608'CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER
 AJ0608'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1314 ***********************************************************************
 AX1314  DESIGNATION -  C 784
 AX1314  PID         -  AX1314
 AX1314  STATE/COUNTY-  TX/BASTROP
 AX1314  USGS QUAD   -  ROSANKY (1981)
 AX1314
 AX1314                         *CURRENT SURVEY CONTROL
 AX1314  ___________________________________________________________________
 AX1314* NAD 83(1986)-  29 55 50.     (N)    097 16 17.     (W)     SCALED    
 AX1314* NAVD 88     -       152.74   (+/-2cm)     501.1    (feet)  VERTCON   
 AX1314  ___________________________________________________________________
 AX1314  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AX1314
 AX1314  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1314
 AX1314.The horizontal coordinates were scaled from a topographic map and have
 AX1314.an estimated accuracy of +/- 6 seconds.
 AX1314
 AX1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1314.The vertical order pertains to the NGVD 29 superseded value.
 AX1314
 AX1314.The geoid height was determined by GEOID03.
 AX1314
 AX1314;                    North         East    Units  Estimated Accuracy
 AX1314;SPC TX C     - 3,033,320.      995,620.      MT  (+/- 180 meters Scaled)
 AX1314
 AX1314                          SUPERSEDED SURVEY CONTROL
 AX1314
 AX1314  NGVD 29 (??/??/92)  152.679  (m)          500.91   (f) ADJ UNCH    1 2
 AX1314
 AX1314.Superseded values are not recommended for survey control.
 AX1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1314.See file dsdata.txt to determine how the superseded data were derived.
 AX1314
 AX1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU668123(NAD 83)
 AX1314_MARKER: DB = BENCH MARK DISK
 AX1314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1314_SP_SET: CULVERT
 AX1314_STAMPING: C 784 1943
 AX1314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1314
 AX1314  HISTORY     - Date     Condition        Report By
 AX1314  HISTORY     - 1943     MONUMENTED       CGS
 AX1314  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1314
 AX1314                          STATION DESCRIPTION
 AX1314
 AX1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1314'1.4 MI E FROM ROSANKY.
 AX1314'1.4 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1314'STATION AT ROSANKY, 0.2 MILE WEST OF MILEPOST 9, AT A LARGE CONCRETE
 AX1314'CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 15 FEET
 AX1314'SOUTH OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET LOWER THAN THE
 AX1314'TRACK.  A STANDARD DISK, STAMPED C 784 1943.
 AX1314
 AX1314                          STATION RECOVERY (1987)
 AX1314
 AX1314'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AX1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2123 ***********************************************************************
 AX2123  DESIGNATION -  C 785
 AX2123  PID         -  AX2123
 AX2123  STATE/COUNTY-  TX/CALDWELL
 AX2123  USGS QUAD   -  DALE (1981)
 AX2123
 AX2123                         *CURRENT SURVEY CONTROL
 AX2123  ___________________________________________________________________
 AX2123* NAD 83(1986)-  29 55 33.     (N)    097 34 38.     (W)     SCALED    
 AX2123* NAVD 88     -       162.24   (+/-2cm)     532.3    (feet)  VERTCON   
 AX2123  ___________________________________________________________________
 AX2123  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2123
 AX2123  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2123
 AX2123.The horizontal coordinates were scaled from a topographic map and have
 AX2123.an estimated accuracy of +/- 6 seconds.
 AX2123
 AX2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2123.The vertical order pertains to the NGVD 29 superseded value.
 AX2123
 AX2123.The geoid height was determined by GEOID03.
 AX2123
 AX2123;                    North         East    Units  Estimated Accuracy
 AX2123;SPC TXSC     - 4,232,740.      737,370.      MT  (+/- 180 meters Scaled)
 AX2123
 AX2123                          SUPERSEDED SURVEY CONTROL
 AX2123
 AX2123  NGVD 29 (??/??/92)  162.168  (m)          532.05   (f) ADJ UNCH    1 2
 AX2123
 AX2123.Superseded values are not recommended for survey control.
 AX2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2123.See file dsdata.txt to determine how the superseded data were derived.
 AX2123
 AX2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU373114(NAD 83)
 AX2123_MARKER: DB = BENCH MARK DISK
 AX2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2123_STAMPING: C 785 1943
 AX2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2123+STABILITY: SURFACE MOTION
 AX2123
 AX2123  HISTORY     - Date     Condition        Report By
 AX2123  HISTORY     - 1943     MONUMENTED       CGS
 AX2123
 AX2123                          STATION DESCRIPTION
 AX2123
 AX2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2123'0.7 MI W FROM DALE.
 AX2123'0.7 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2123'STATION AT DALE, AT A TRACK-ROAD CROSSING, 33 FEET EAST OF THE CENTER
 AX2123'OF THE CROSSING, 33 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 17 FEET
 AX2123'NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A POLE, 3 FEET WEST
 AX2123'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK. A
 AX2123'STANDARD DISK, STAMPED C 785 1943 AND SET IN THE TOP OF A CONCRETE
 AX2123'POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2152 ***********************************************************************
 AX2152  DESIGNATION -  C 786
 AX2152  PID         -  AX2152
 AX2152  STATE/COUNTY-  TX/HAYS
 AX2152  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX2152
 AX2152                         *CURRENT SURVEY CONTROL
 AX2152  ___________________________________________________________________
 AX2152* NAD 83(1986)-  29 52 57.     (N)    097 53 43.     (W)     SCALED    
 AX2152* NAVD 88     -       175.65   (+/-2cm)     576.3    (feet)  VERTCON   
 AX2152  ___________________________________________________________________
 AX2152  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AX2152
 AX2152  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2152
 AX2152.The horizontal coordinates were scaled from a topographic map and have
 AX2152.an estimated accuracy of +/- 6 seconds.
 AX2152
 AX2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2152.The vertical order pertains to the NGVD 29 superseded value.
 AX2152
 AX2152.The geoid height was determined by GEOID03.
 AX2152
 AX2152;                    North         East    Units  Estimated Accuracy
 AX2152;SPC TXSC     - 4,227,610.      706,710.      MT  (+/- 180 meters Scaled)
 AX2152
 AX2152                          SUPERSEDED SURVEY CONTROL
 AX2152
 AX2152  NGVD 29 (??/??/92)  175.563  (m)          575.99   (f) ADJ UNCH    1 2
 AX2152
 AX2152.Superseded values are not recommended for survey control.
 AX2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2152.See file dsdata.txt to determine how the superseded data were derived.
 AX2152
 AX2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU066062(NAD 83)
 AX2152_MARKER: DB = BENCH MARK DISK
 AX2152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2152_SP_SET: CULVERT
 AX2152_STAMPING: C 786 1943
 AX2152_MARK LOGO: CGS   
 AX2152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2152
 AX2152  HISTORY     - Date     Condition        Report By
 AX2152  HISTORY     - 1943     MONUMENTED       CGS
 AX2152  HISTORY     - 1959     GOOD             NGS
 AX2152  HISTORY     - 1980     GOOD             NGS
 AX2152  HISTORY     - 19910828 GOOD             USPSQD
 AX2152  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2152
 AX2152                          STATION DESCRIPTION
 AX2152
 AX2152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2152'3.0 MI NE FROM SAN MARCOS.
 AX2152'3.0 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2152'STATION AT SAN MARCOS, HAYS COUNTY, 0.15 MILE EAST OF MILEPOST 50, AT
 AX2152'THE CROSSING OF A ROAD LEADING TO THE SAN MARCOS NAVIGATION SCHOOL, 42
 AX2152'FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A CONCRETE CULVERT UNDER
 AX2152'THE ROAD, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 40 FEET
 AX2152'SOUTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET LOWER THAN THE TRACK.
 AX2152'A STANDARD DISK, STAMPED C 786 1943.
 AX2152
 AX2152                          STATION RECOVERY (1980)
 AX2152
 AX2152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX2152'RECOVERED IN GOOD CONDITION.
 AX2152
 AX2152                          STATION RECOVERY (1991)
 AX2152
 AX2152'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2152'RECOVERED IN GOOD CONDITION.
 AX2152
 AX2152                          STATION RECOVERY (1993)
 AX2152
 AX2152'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2245 ***********************************************************************
 AX2245  DESIGNATION -  C 788
 AX2245  PID         -  AX2245
 AX2245  STATE/COUNTY-  TX/GUADALUPE
 AX2245  USGS QUAD   -  MARTINDALE (1994)
 AX2245
 AX2245                         *CURRENT SURVEY CONTROL
 AX2245  ___________________________________________________________________
 AX2245* NAD 83(1986)-  29 45 31.     (N)    097 49 18.     (W)     SCALED    
 AX2245* NAVD 88     -       166.43   (+/-2cm)     546.0    (feet)  VERTCON   
 AX2245  ___________________________________________________________________
 AX2245  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2245
 AX2245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2245
 AX2245.The horizontal coordinates were scaled from a topographic map and have
 AX2245.an estimated accuracy of +/- 6 seconds.
 AX2245
 AX2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2245.The vertical order pertains to the NGVD 29 superseded value.
 AX2245
 AX2245.The geoid height was determined by GEOID03.
 AX2245
 AX2245;                    North         East    Units  Estimated Accuracy
 AX2245;SPC TXSC     - 4,213,950.      713,950.      MT  (+/- 180 meters Scaled)
 AX2245
 AX2245                          SUPERSEDED SURVEY CONTROL
 AX2245
 AX2245  NGVD 29 (??/??/92)  166.360  (m)          545.80   (f) ADJ UNCH    2 0
 AX2245
 AX2245.Superseded values are not recommended for survey control.
 AX2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2245.See file dsdata.txt to determine how the superseded data were derived.
 AX2245
 AX2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT139926(NAD 83)
 AX2245_MARKER: DB = BENCH MARK DISK
 AX2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2245_STAMPING: C 788 1943
 AX2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2245+STABILITY: SURFACE MOTION
 AX2245
 AX2245  HISTORY     - Date     Condition        Report By
 AX2245  HISTORY     - 1943     MONUMENTED       CGS
 AX2245  HISTORY     - 1959     GOOD             DOD
 AX2245  HISTORY     - 19870727 MARK NOT FOUND   USPSQD
 AX2245  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2245
 AX2245                          STATION DESCRIPTION
 AX2245
 AX2245'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2245'1.9 MI SE FROM STAPLES.
 AX2245'1.9 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE TOWN WATER TANK AT
 AX2245'STAPLES, GUADALUPE COUNTY, AT THE JUNCTION OF A FARM ROAD LEADING
 AX2245'EAST, 28 FEET EAST OF THE CENTERLINE OF THE GRADED ROAD, 24 FEET
 AX2245'NORTHWEST OF THE CENTER OF A GATE ACROSS THE FARM ROAD, 3 FEET
 AX2245'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE MAIN
 AX2245'ROAD.  NOTE-- THE POST HAS BEEN BROKEN FROM THE BASE.  THE BASE WAS
 AX2245'UNDISTURBED AND THE TWO PIECES WERE FITTED TOGETHER.  IT IS ASSUMED
 AX2245'THAT THE ELEVATION WILL BE ACCEPTABLE FOR FOURTH-ORDER LEVELING.
 AX2245'NOTE-- THE MARK IS 20 FEET NORTH OF THE CENTERLINE OF THE FIRST DRIVE
 AX2245'TO THE EAST-SOUTHEAST, 88 FEET NORTH-NORTHEAST OF THE INTERSECTING
 AX2245'CENTERLINES OF THE NORTH-AND-SOUTH HIGHWAY AND THE SECOND DRIVE TO THE
 AX2245'EAST-NORTHEAST, AND 102 FEET WEST-NORTHWEST OF THE INTERSECTING
 AX2245'CENTERLINES OF THE TWO DRIVES.
 AX2245
 AX2245                          STATION RECOVERY (1987)
 AX2245
 AX2245'RECOVERY NOTE BY US POWER SQUADRON 1987 (RV)
 AX2245'MARK NOT FOUND.
 AX2245
 AX2245                          STATION RECOVERY (1988)
 AX2245
 AX2245'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2191 ***********************************************************************
 AX2191  DESIGNATION -  C 789
 AX2191  PID         -  AX2191
 AX2191  STATE/COUNTY-  TX/CALDWELL
 AX2191  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2191
 AX2191                         *CURRENT SURVEY CONTROL
 AX2191  ___________________________________________________________________
 AX2191* NAD 83(1986)-  29 47 42.     (N)    097 38 53.     (W)     SCALED    
 AX2191* NAVD 88     -       127.90   (+/-2cm)     419.6    (feet)  VERTCON   
 AX2191  ___________________________________________________________________
 AX2191  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2191
 AX2191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2191
 AX2191.The horizontal coordinates were scaled from a topographic map and have
 AX2191.an estimated accuracy of +/- 6 seconds.
 AX2191
 AX2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2191.The vertical order pertains to the NGVD 29 superseded value.
 AX2191
 AX2191.The geoid height was determined by GEOID03.
 AX2191
 AX2191;                    North         East    Units  Estimated Accuracy
 AX2191;SPC TXSC     - 4,218,160.      730,700.      MT  (+/- 180 meters Scaled)
 AX2191
 AX2191                          SUPERSEDED SURVEY CONTROL
 AX2191
 AX2191  NGVD 29 (??/??/92)  127.834  (m)          419.40   (f) ADJ UNCH    2 0
 AX2191
 AX2191.Superseded values are not recommended for survey control.
 AX2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2191.See file dsdata.txt to determine how the superseded data were derived.
 AX2191
 AX2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT306968(NAD 83)
 AX2191_MARKER: DB = BENCH MARK DISK
 AX2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2191_STAMPING: C 789 1943
 AX2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2191+STABILITY: SURFACE MOTION
 AX2191
 AX2191  HISTORY     - Date     Condition        Report By
 AX2191  HISTORY     - 1943     MONUMENTED       CGS
 AX2191  HISTORY     - 1959     MARK NOT FOUND   DOD
 AX2191  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2191  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2191  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2191
 AX2191                          STATION DESCRIPTION
 AX2191
 AX2191'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2191'3.4 MI NE FROM JOLIET.
 AX2191'3.4 MILES NORTHEAST OF JOLIET, CALDWELL COUNTY.  THIS BENCH MARK MAY
 AX2191'BE REACHED FROM THE GRADE SCHOOL BY GOING 0.5 MILE NORTH ALONG STATE
 AX2191'HIGHWAY 29, TURN RIGHT AND GO 1.4 MILES NORTHEAST ALONG A GRADED DIRT
 AX2191'ROAD, TURN RIGHT AND GO 0.2 MILE SOUTH, AND TURN LEFT AND GO 1.3 MILES
 AX2191'NORTHEAST.  IT IS MIDWAY BETWEEN TWO ROAD CURVES WHICH ARE 0.2 MILE
 AX2191'APART, 27 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 AX2191'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN
 AX2191'WITNESS POST, AND LEVEL WITH THE ROAD.  NOTE-- THE ROAD HAS BEEN
 AX2191'WIDENED.
 AX2191
 AX2191                          STATION RECOVERY (1990)
 AX2191
 AX2191'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2191'MARK NOT FOUND.
 AX2191
 AX2191                          STATION RECOVERY (1993)
 AX2191
 AX2191'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2191'MARK NOT FOUND.
 AX2191
 AX2191                          STATION RECOVERY (1999)
 AX2191
 AX2191'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0190 ***********************************************************************
 AZ0190  DESIGNATION -  C 79
 AZ0190  PID         -  AZ0190
 AZ0190  STATE/COUNTY-  TX/EDWARDS
 AZ0190  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0190
 AZ0190                         *CURRENT SURVEY CONTROL
 AZ0190  ___________________________________________________________________
 AZ0190* NAD 83(1986)-  29 54 23.     (N)    100 33 03.     (W)     SCALED    
 AZ0190* NAVD 88     -       712.990  (meters)    2339.20   (feet)  ADJUSTED  
 AZ0190  ___________________________________________________________________
 AZ0190  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 AZ0190  DYNAMIC HT  -         711.927 (meters)    2335.71  (feet)  COMP
 AZ0190  MODELED GRAV-     979,128.7   (mgal)                       NAVD 88
 AZ0190
 AZ0190  VERT ORDER  -  FIRST     CLASS II
 AZ0190
 AZ0190.The horizontal coordinates were scaled from a topographic map and have
 AZ0190.an estimated accuracy of +/- 6 seconds.
 AZ0190
 AZ0190.The orthometric height was determined by differential leveling
 AZ0190.and adjusted by the National Geodetic Survey in June 1991..
 AZ0190
 AZ0190.The geoid height was determined by GEOID03.
 AZ0190
 AZ0190.The dynamic height is computed by dividing the NAVD 88
 AZ0190.geopotential number by the normal gravity value computed on the
 AZ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0190.degrees latitude (g = 980.6199 gals.).
 AZ0190
 AZ0190.The modeled gravity was interpolated from observed gravity values.
 AZ0190
 AZ0190;                    North         East    Units  Estimated Accuracy
 AZ0190;SPC TXSC     - 4,230,750.      450,240.      MT  (+/- 180 meters Scaled)
 AZ0190
 AZ0190                          SUPERSEDED SURVEY CONTROL
 AZ0190
 AZ0190  NGVD 29 (??/??/92)  712.918  (m)         2338.97   (f) ADJ UNCH    1 2
 AZ0190
 AZ0190.Superseded values are not recommended for survey control.
 AZ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0190.See file dsdata.txt to determine how the superseded data were derived.
 AZ0190
 AZ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU502094(NAD 83)
 AZ0190_MARKER: DB = BENCH MARK DISK
 AZ0190_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0190_SP_SET: OUTCROP
 AZ0190_STAMPING: 2338.965 C 79 1931
 AZ0190_MARK LOGO: CGS   
 AZ0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0190+STABILITY: POSITION/ELEVATION WELL
 AZ0190
 AZ0190  HISTORY     - Date     Condition        Report By
 AZ0190  HISTORY     - 1931     MONUMENTED       CGS
 AZ0190  HISTORY     - 1971     GOOD             USGS
 AZ0190  HISTORY     - 1981     GOOD             NGS
 AZ0190
 AZ0190                          STATION DESCRIPTION
 AZ0190
 AZ0190'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0190'13.3 MI NE FROM CARTA VALLEY.
 AZ0190'13.3 MILES NE ALONG US HWY. 377 FROM CARTA VALLEY, EDWARDS COUNTY, .65
 AZ0190'MILES NORTH OF A ROAD CROSSING, 128 FEET WEST OF THE CENTERLINE OF THE
 AZ0190'HWY, 68 FEET WEST OF THE ROW FENCE, SET IN A FLAT ROCK OUTCROP, A
 AZ0190'STANDARD DISK, STAMPED 2338.965 C 79 1931.
 AZ0190
 AZ0190                          STATION RECOVERY (1981)
 AZ0190
 AZ0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0190'41.3 KM (25.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0190'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, 1.4 KM (0.85 MI)
 AZ0190'NORTHEAST OF A FIELD ROAD CROSSING, IN THE NORTH EDGE OF A 4 BY 6 FT
 AZ0190'EXPOSED AREA OF OUTCROPPING BEDROCK, 39.7 METERS (130.2 FT)
 AZ0190'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 20.9 METERS (68.6
 AZ0190'FT) WEST-NORTHWEST OF A FENCE.
 AZ0190'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AZ0190'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2171 ***********************************************************************
 AX2171  DESIGNATION -  C 790
 AX2171  PID         -  AX2171
 AX2171  STATE/COUNTY-  TX/CALDWELL
 AX2171  USGS QUAD   -  MC MAHAN (1981)
 AX2171
 AX2171                         *CURRENT SURVEY CONTROL
 AX2171  ___________________________________________________________________
 AX2171* NAD 83(1986)-  29 52 10.     (N)    097 30 52.     (W)     SCALED    
 AX2171* NAVD 88     -       146.22   (+/-2cm)     479.7    (feet)  VERTCON   
 AX2171  ___________________________________________________________________
 AX2171  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2171
 AX2171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2171
 AX2171.The horizontal coordinates were scaled from a topographic map and have
 AX2171.an estimated accuracy of +/- 6 seconds.
 AX2171
 AX2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2171.The vertical order pertains to the NGVD 29 superseded value.
 AX2171
 AX2171.The geoid height was determined by GEOID03.
 AX2171
 AX2171;                    North         East    Units  Estimated Accuracy
 AX2171;SPC TXSC     - 4,226,570.      743,510.      MT  (+/- 180 meters Scaled)
 AX2171
 AX2171                          SUPERSEDED SURVEY CONTROL
 AX2171
 AX2171  NGVD 29 (??/??/92)  146.145  (m)          479.48   (f) ADJ UNCH    2 0
 AX2171
 AX2171.Superseded values are not recommended for survey control.
 AX2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2171.See file dsdata.txt to determine how the superseded data were derived.
 AX2171
 AX2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU434052(NAD 83)
 AX2171_MARKER: DB = BENCH MARK DISK
 AX2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2171_STAMPING: C 790 1943
 AX2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2171+STABILITY: SURFACE MOTION
 AX2171
 AX2171  HISTORY     - Date     Condition        Report By
 AX2171  HISTORY     - 1943     MONUMENTED       CGS
 AX2171  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2171  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2171
 AX2171                          STATION DESCRIPTION
 AX2171
 AX2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2171'1.3 MI N FROM MCMAHAN.
 AX2171'1.3 MILES NORTH ALONG A GRADED ROAD LEADING TO TAYLORVILLE FROM THE
 AX2171'POST OFFICE AT MCMAHAN, CALDWELL COUNTY, 125 FEET NORTH OF A SMALL
 AX2171'WOODEN BRIDGE, 47 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST
 AX2171'OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AX2171'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C 790 1943
 AX2171'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX2171'GROUND.
 AX2171
 AX2171                          STATION RECOVERY (1963)
 AX2171
 AX2171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX2171'MARK NOT FOUND.
 AX2171
 AX2171                          STATION RECOVERY (1999)
 AX2171
 AX2171'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1184 ***********************************************************************
 AE1184  DESIGNATION -  C 791
 AE1184  PID         -  AE1184
 AE1184  STATE/COUNTY-  TX/ZAPATA
 AE1184  USGS QUAD   -  ARROYO VELENO (1980)
 AE1184
 AE1184                         *CURRENT SURVEY CONTROL
 AE1184  ___________________________________________________________________
 AE1184* NAD 83(1986)-  26 55 37.     (N)    099 14 28.     (W)     SCALED    
 AE1184* NAVD 88     -       119.800  (meters)     393.04   (feet)  ADJUSTED  
 AE1184  ___________________________________________________________________
 AE1184  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AE1184  DYNAMIC HT  -         119.607 (meters)     392.41  (feet)  COMP
 AE1184  MODELED GRAV-     979,029.7   (mgal)                       NAVD 88
 AE1184
 AE1184  VERT ORDER  -  SECOND    CLASS 0
 AE1184
 AE1184.The horizontal coordinates were scaled from a topographic map and have
 AE1184.an estimated accuracy of +/- 6 seconds.
 AE1184
 AE1184.The orthometric height was determined by differential leveling
 AE1184.and adjusted by the National Geodetic Survey in June 1991..
 AE1184
 AE1184.The geoid height was determined by GEOID03.
 AE1184
 AE1184.The dynamic height is computed by dividing the NAVD 88
 AE1184.geopotential number by the normal gravity value computed on the
 AE1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1184.degrees latitude (g = 980.6199 gals.).
 AE1184
 AE1184.The modeled gravity was interpolated from observed gravity values.
 AE1184
 AE1184;                    North         East    Units  Estimated Accuracy
 AE1184;SPC TX S     - 5,139,840.      226,400.      MT  (+/- 180 meters Scaled)
 AE1184
 AE1184                          SUPERSEDED SURVEY CONTROL
 AE1184
 AE1184  NGVD 29 (??/??/92)  119.846  (m)          393.19   (f) ADJ UNCH    2 0
 AE1184
 AE1184.Superseded values are not recommended for survey control.
 AE1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1184.See file dsdata.txt to determine how the superseded data were derived.
 AE1184
 AE1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ760783(NAD 83)
 AE1184_MARKER: DB = BENCH MARK DISK
 AE1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1184_STAMPING: C 791 1943
 AE1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1184+STABILITY: SURFACE MOTION
 AE1184
 AE1184  HISTORY     - Date     Condition        Report By
 AE1184  HISTORY     - 1943     MONUMENTED       CGS
 AE1184  HISTORY     - 1975     GOOD             USGS
 AE1184
 AE1184                          STATION DESCRIPTION
 AE1184
 AE1184'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AE1184'2.3 MI NE FROM ZAPATA.
 AE1184'FROM THE JUNCTION OF U.S. HIGHWAY 83 AND TEXAS 16 IN ZAPATA PROCEED
 AE1184'NORTHEAST ALONG TEX. 16 FOR 2.3 MI. TO A POINT ABOUT 400 FT. BEYOND A
 AE1184'NORTHLY NORTHERLY BEND IN THE ROAD, THENCE ON FOOT GO SOUTHEAST AT
 AE1184'RIGHT ANGLES TO THE ROAD 198 FT. TO OLD ROW FENCE AND BM.  BM IS 2 FT.
 AE1184'EAST OF THE FENCE AND ABOUT 345 FT. SW OF THE CENTERLINE OF A DRIVE TO
 AE1184'A FARMSTEAD.  A STANDARD CAP SET IN A CONCRETE POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0862 ***********************************************************************
 AE0862  DESIGNATION -  C 792
 AE0862  PID         -  AE0862
 AE0862  STATE/COUNTY-  TX/JIM HOGG
 AE0862  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0862
 AE0862                         *CURRENT SURVEY CONTROL
 AE0862  ___________________________________________________________________
 AE0862* NAD 83(1986)-  26 47 19.     (N)    098 32 25.     (W)     SCALED    
 AE0862* NAVD 88     -       118.221  (meters)     387.86   (feet)  ADJUSTED  
 AE0862  ___________________________________________________________________
 AE0862  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AE0862  DYNAMIC HT  -         118.027 (meters)     387.23  (feet)  COMP
 AE0862  MODELED GRAV-     979,013.7   (mgal)                       NAVD 88
 AE0862
 AE0862  VERT ORDER  -  SECOND    CLASS 0
 AE0862
 AE0862.The horizontal coordinates were scaled from a topographic map and have
 AE0862.an estimated accuracy of +/- 6 seconds.
 AE0862
 AE0862.The orthometric height was determined by differential leveling
 AE0862.and adjusted by the National Geodetic Survey in June 1991..
 AE0862
 AE0862.The geoid height was determined by GEOID03.
 AE0862
 AE0862.The dynamic height is computed by dividing the NAVD 88
 AE0862.geopotential number by the normal gravity value computed on the
 AE0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0862.degrees latitude (g = 980.6199 gals.).
 AE0862
 AE0862.The modeled gravity was interpolated from observed gravity values.
 AE0862
 AE0862;                    North         East    Units  Estimated Accuracy
 AE0862;SPC TX S     - 5,124,300.      296,000.      MT  (+/- 180 meters Scaled)
 AE0862
 AE0862                          SUPERSEDED SURVEY CONTROL
 AE0862
 AE0862  NGVD 29 (??/??/92)  118.281  (m)          388.06   (f) ADJ UNCH    2 0
 AE0862
 AE0862.Superseded values are not recommended for survey control.
 AE0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0862.See file dsdata.txt to determine how the superseded data were derived.
 AE0862
 AE0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ456631(NAD 83)
 AE0862_MARKER: DB = BENCH MARK DISK
 AE0862_SETTING: 66 = SET IN ROCK OUTCROP
 AE0862_SP_SET: LIME STONE BED ROCK
 AE0862_STAMPING: C 792 1942
 AE0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0862+STABILITY: POSITION/ELEVATION WELL
 AE0862
 AE0862  HISTORY     - Date     Condition        Report By
 AE0862  HISTORY     - 1942     MONUMENTED       CGS
 AE0862
 AE0862                          STATION DESCRIPTION
 AE0862
 AE0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0862'7.1 MI E FROM RANCHO VIEJO.
 AE0862'TO REACH FROM A MEXICAN SETTLEMENT CALLED RANCHO VIEJO (ABOUT MIDWAY
 AE0862'BETWEEN RIO GRANDE CITY AND HEBBRONVILLE), PROCEED 7.1 MILES EASTERLY
 AE0862'ALONG A DIRT TRACK ROAD TO THE JESUS MARIA RANCH AND SITE OF BENCH
 AE0862'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF A 3X4 FOOT LIME
 AE0862'STONE BED ROCK AT THE NORTHWEST CORNER OF THE RANCH HOUSE.  IT IS 24.3
 AE0862'FEET SOUTH OF A BOARD FENCE RUNNING EAST AND WEST, 23.0 FEET WEST OF
 AE0862'THE NORTHWEST CORNER OF THE RANCH HOUSE, 22.5 FEET SOUTHEAST OF THE
 AE0862'SOUTHEAST CORNER OF A CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0989 ***********************************************************************
 AJ0989  DESIGNATION -  C 793
 AJ0989  PID         -  AJ0989
 AJ0989  STATE/COUNTY-  TX/ZAPATA
 AJ0989  USGS QUAD   -  LAS OVEJAS CREEK (1980)
 AJ0989
 AJ0989                         *CURRENT SURVEY CONTROL
 AJ0989  ___________________________________________________________________
 AJ0989* NAD 83(1986)-  27 09 01.     (N)    099 14 52.     (W)     SCALED    
 AJ0989* NAVD 88     -       143.704  (meters)     471.47   (feet)  ADJUSTED  
 AJ0989  ___________________________________________________________________
 AJ0989  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AJ0989  DYNAMIC HT  -         143.472 (meters)     470.71  (feet)  COMP
 AJ0989  MODELED GRAV-     979,032.9   (mgal)                       NAVD 88
 AJ0989
 AJ0989  VERT ORDER  -  SECOND    CLASS 0
 AJ0989
 AJ0989.The horizontal coordinates were scaled from a topographic map and have
 AJ0989.an estimated accuracy of +/- 6 seconds.
 AJ0989
 AJ0989.The orthometric height was determined by differential leveling
 AJ0989.and adjusted by the National Geodetic Survey in June 1991..
 AJ0989
 AJ0989.The geoid height was determined by GEOID03.
 AJ0989
 AJ0989.The dynamic height is computed by dividing the NAVD 88
 AJ0989.geopotential number by the normal gravity value computed on the
 AJ0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0989.degrees latitude (g = 980.6199 gals.).
 AJ0989
 AJ0989.The modeled gravity was interpolated from observed gravity values.
 AJ0989
 AJ0989;                    North         East    Units  Estimated Accuracy
 AJ0989;SPC TX S     - 5,164,590.      225,890.      MT  (+/- 180 meters Scaled)
 AJ0989
 AJ0989                          SUPERSEDED SURVEY CONTROL
 AJ0989
 AJ0989  NGVD 29 (??/??/92)  143.748  (m)          471.61   (f) ADJ UNCH    2 0
 AJ0989
 AJ0989.Superseded values are not recommended for survey control.
 AJ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0989.See file dsdata.txt to determine how the superseded data were derived.
 AJ0989
 AJ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR754031(NAD 83)
 AJ0989_MARKER: DB = BENCH MARK DISK
 AJ0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0989_STAMPING: C 793 1943
 AJ0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0989+STABILITY: SURFACE MOTION
 AJ0989
 AJ0989  HISTORY     - Date     Condition        Report By
 AJ0989  HISTORY     - 1943     MONUMENTED       CGS
 AJ0989  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0989
 AJ0989                          STATION DESCRIPTION
 AJ0989
 AJ0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0989'15.6 MI NE FROM SAN YGNACIO.
 AJ0989'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 15.6 MILES
 AJ0989'NORTHEASTERLY ALONG A GRAVEL AND DIRT ROAD TO A STEEL BRIDGE AND SITE
 AJ0989'OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTHEAST OF THE
 AJ0989'INTERSECTION OF A DIRT ROAD LEADING NORTHWEST TO A SMALL FARM HOUSE,
 AJ0989'0.05 MILE SOUTHWEST OF A LARGE STEEL BRIDGE.  IT IS 17.0 FEET
 AJ0989'SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.
 AJ0989'MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AJ0989'AND PROJECTS 0.3 FOOT.
 AJ0989
 AJ0989                          STATION RECOVERY (1975)
 AJ0989
 AJ0989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0931 ***********************************************************************
 AE0931  DESIGNATION -  C 794
 AE0931  PID         -  AE0931
 AE0931  STATE/COUNTY-  TX/JIM HOGG
 AE0931  USGS QUAD   -  BORREGOS RANCH (1993)
 AE0931
 AE0931                         *CURRENT SURVEY CONTROL
 AE0931  ___________________________________________________________________
 AE0931* NAD 83(1986)-  26 51 24.     (N)    098 39 29.     (W)     SCALED    
 AE0931* NAVD 88     -       154.008  (meters)     505.27   (feet)  ADJUSTED  
 AE0931  ___________________________________________________________________
 AE0931  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AE0931  DYNAMIC HT  -         153.756 (meters)     504.45  (feet)  COMP
 AE0931  MODELED GRAV-     979,008.7   (mgal)                       NAVD 88
 AE0931
 AE0931  VERT ORDER  -  SECOND    CLASS 0
 AE0931
 AE0931.The horizontal coordinates were scaled from a topographic map and have
 AE0931.an estimated accuracy of +/- 6 seconds.
 AE0931
 AE0931.The orthometric height was determined by differential leveling
 AE0931.and adjusted by the National Geodetic Survey in June 1991..
 AE0931
 AE0931.The geoid height was determined by GEOID03.
 AE0931
 AE0931.The dynamic height is computed by dividing the NAVD 88
 AE0931.geopotential number by the normal gravity value computed on the
 AE0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0931.degrees latitude (g = 980.6199 gals.).
 AE0931
 AE0931.The modeled gravity was interpolated from observed gravity values.
 AE0931
 AE0931;                    North         East    Units  Estimated Accuracy
 AE0931;SPC TX S     - 5,131,850.      284,290.      MT  (+/- 180 meters Scaled)
 AE0931
 AE0931                          SUPERSEDED SURVEY CONTROL
 AE0931
 AE0931  NGVD 29 (??/??/92)  154.050  (m)          505.41   (f) ADJ UNCH    2 0
 AE0931
 AE0931.Superseded values are not recommended for survey control.
 AE0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0931.See file dsdata.txt to determine how the superseded data were derived.
 AE0931
 AE0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ339706(NAD 83)
 AE0931_MARKER: DB = BENCH MARK DISK
 AE0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0931_STAMPING: C 794 1943
 AE0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0931+STABILITY: SURFACE MOTION
 AE0931
 AE0931  HISTORY     - Date     Condition        Report By
 AE0931  HISTORY     - 1943     MONUMENTED       CGS
 AE0931  HISTORY     - 1972     MARK NOT FOUND   NGS
 AE0931
 AE0931                          STATION DESCRIPTION
 AE0931
 AE0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0931'6.8 MI SW FROM AGUA NUEVA.
 AE0931'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY - HEBBRONVILLE ROAD
 AE0931'AND A DIRT TRACK ROAD LEADING WEST THROUGH THE BORREGOS RANCH (3.9
 AE0931'MILES SOUTH OF THE POST OFFICE AT AGUA NUEVA), PROCEED 2.9 MILES
 AE0931'WESTERLY ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0931'1.1 MILE EAST OF THE BORREGOS RANCH HOUSE.  IT IS 0.25 MILE EAST OF A
 AE0931'CATTLE GUARD, 25.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0931'CENTERLINE OF THE ROAD.  MONUMENT IS 3.0 FEET EAST OF A 4X4 INCH WHITE
 AE0931'WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AE0931
 AE0931                          STATION RECOVERY (1972)
 AE0931
 AE0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AE0931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0906 ***********************************************************************
 AJ0906  DESIGNATION -  C 795
 AJ0906  PID         -  AJ0906
 AJ0906  STATE/COUNTY-  TX/WEBB
 AJ0906  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0906
 AJ0906                         *CURRENT SURVEY CONTROL
 AJ0906  ___________________________________________________________________
 AJ0906* NAD 83(1986)-  27 18 14.     (N)    099 18 51.     (W)     SCALED    
 AJ0906* NAVD 88     -       134.080  (meters)     439.89   (feet)  ADJUSTED  
 AJ0906  ___________________________________________________________________
 AJ0906  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AJ0906  DYNAMIC HT  -         133.866 (meters)     439.19  (feet)  COMP
 AJ0906  MODELED GRAV-     979,049.8   (mgal)                       NAVD 88
 AJ0906
 AJ0906  VERT ORDER  -  SECOND    CLASS 0
 AJ0906
 AJ0906.The horizontal coordinates were scaled from a topographic map and have
 AJ0906.an estimated accuracy of +/- 6 seconds.
 AJ0906
 AJ0906.The orthometric height was determined by differential leveling
 AJ0906.and adjusted by the National Geodetic Survey in June 1991..
 AJ0906
 AJ0906.The geoid height was determined by GEOID03.
 AJ0906
 AJ0906.The dynamic height is computed by dividing the NAVD 88
 AJ0906.geopotential number by the normal gravity value computed on the
 AJ0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0906.degrees latitude (g = 980.6199 gals.).
 AJ0906
 AJ0906.The modeled gravity was interpolated from observed gravity values.
 AJ0906
 AJ0906;                    North         East    Units  Estimated Accuracy
 AJ0906;SPC TX S     - 5,181,650.      219,420.      MT  (+/- 180 meters Scaled)
 AJ0906
 AJ0906                          SUPERSEDED SURVEY CONTROL
 AJ0906
 AJ0906  NGVD 29 (??/??/92)  134.143  (m)          440.10   (f) ADJ UNCH    2 0
 AJ0906
 AJ0906.Superseded values are not recommended for survey control.
 AJ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0906.See file dsdata.txt to determine how the superseded data were derived.
 AJ0906
 AJ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR689201(NAD 83)
 AJ0906_MARKER: DB = BENCH MARK DISK
 AJ0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0906_STAMPING: C 795 1943
 AJ0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0906+STABILITY: SURFACE MOTION
 AJ0906
 AJ0906  HISTORY     - Date     Condition        Report By
 AJ0906  HISTORY     - 1943     MONUMENTED       CGS
 AJ0906  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0906
 AJ0906                          STATION DESCRIPTION
 AJ0906
 AJ0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0906'25.0 MI SW FROM AGUILARES.
 AJ0906'TO REACH FROM THE INTERSECTION OF A GRAVEL ROAD AND THE PIPE-LINE
 AJ0906'ROAD, (11.8 MILES SOUTH OF AGUILARES) PROCEED 1.2 MILE NORTHWESTERLY
 AJ0906'ALONG THE PIPE-LINE ROAD TO A GATE ACROSS ROAD, THENCE TURN WEST
 AJ0906'(LEFT) THROUGH ANOTHER GATE, FOLLOW A WINDING DIRT ROAD 12.0 MILES
 AJ0906'WESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS 0.2 MILE NORTH OF A
 AJ0906'GATE.  IT IS 20.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AJ0906'THE CENTERLINE OF DIRT ROAD.  MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4
 AJ0906'INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.3 FOOT.
 AJ0906
 AJ0906                          STATION RECOVERY (1975)
 AJ0906
 AJ0906'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0616 ***********************************************************************
 AJ0616  DESIGNATION -  C 796
 AJ0616  PID         -  AJ0616
 AJ0616  STATE/COUNTY-  TX/JIM HOGG
 AJ0616  USGS QUAD   -  RANDADO (1972)
 AJ0616
 AJ0616                         *CURRENT SURVEY CONTROL
 AJ0616  ___________________________________________________________________
 AJ0616* NAD 83(1986)-  27 03 00.     (N)    098 53 25.     (W)     SCALED    
 AJ0616* NAVD 88     -       182.458  (meters)     598.61   (feet)  ADJUSTED  
 AJ0616  ___________________________________________________________________
 AJ0616  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AJ0616  DYNAMIC HT  -         182.161 (meters)     597.64  (feet)  COMP
 AJ0616  MODELED GRAV-     979,016.2   (mgal)                       NAVD 88
 AJ0616
 AJ0616  VERT ORDER  -  SECOND    CLASS 0
 AJ0616
 AJ0616.The horizontal coordinates were scaled from a topographic map and have
 AJ0616.an estimated accuracy of +/- 6 seconds.
 AJ0616
 AJ0616.The orthometric height was determined by differential leveling
 AJ0616.and adjusted by the National Geodetic Survey in June 1991..
 AJ0616
 AJ0616.The geoid height was determined by GEOID03.
 AJ0616
 AJ0616.The dynamic height is computed by dividing the NAVD 88
 AJ0616.geopotential number by the normal gravity value computed on the
 AJ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0616.degrees latitude (g = 980.6199 gals.).
 AJ0616
 AJ0616.The modeled gravity was interpolated from observed gravity values.
 AJ0616
 AJ0616;                    North         East    Units  Estimated Accuracy
 AJ0616;SPC TX S     - 5,153,320.      261,280.      MT  (+/- 180 meters Scaled)
 AJ0616
 AJ0616                          SUPERSEDED SURVEY CONTROL
 AJ0616
 AJ0616  NGVD 29 (??/??/92)  182.47   (m)          598.7    (f) COMPUTED    2 0
 AJ0616
 AJ0616.Superseded values are not recommended for survey control.
 AJ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0616.See file dsdata.txt to determine how the superseded data were derived.
 AJ0616
 AJ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ108919(NAD 83)
 AJ0616_MARKER: DB = BENCH MARK DISK
 AJ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0616_STAMPING: C 796 1943
 AJ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0616+STABILITY: SURFACE MOTION
 AJ0616
 AJ0616  HISTORY     - Date     Condition        Report By
 AJ0616  HISTORY     - 1943     MONUMENTED       CGS
 AJ0616
 AJ0616                          STATION DESCRIPTION
 AJ0616
 AJ0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0616'2.0 MI S FROM RANDADO.
 AJ0616'TO REACH FROM THE SCHOOL BUILDING AT RANDADO, PROCEED 2.0 MILES
 AJ0616'SOUTHERLY ALONG THE RIO GRANDE CITY ROAD TO THE SOUTH SLOPE OF A HILL
 AJ0616'AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT MIDWAY OF THE SOUTH SLOPE
 AJ0616'OF A HILL.  IT IS 36.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 AJ0616'THE CENTERLINE OF THE ROAD, 0.8 FOOT EAST OF THE WEST RIGHT-OF-WAY
 AJ0616'FENCE.  MONUMENT IS 4.1 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER
 AJ0616'POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0617 ***********************************************************************
 AJ0617  DESIGNATION -  C 796 RESET 1948
 AJ0617  PID         -  AJ0617
 AJ0617  STATE/COUNTY-  TX/JIM HOGG
 AJ0617  USGS QUAD   -  RANDADO (1972)
 AJ0617
 AJ0617                         *CURRENT SURVEY CONTROL
 AJ0617  ___________________________________________________________________
 AJ0617* NAD 83(1986)-  27 03 00.     (N)    098 53 25.     (W)     SCALED    
 AJ0617* NAVD 88     -       182.46   (meters)     598.6    (feet)  RESET     
 AJ0617  ___________________________________________________________________
 AJ0617  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AJ0617
 AJ0617  VERT ORDER  -  THIRD
 AJ0617
 AJ0617.The horizontal coordinates were scaled from a topographic map and have
 AJ0617.an estimated accuracy of +/- 6 seconds.
 AJ0617
 AJ0617.The orthometric height was computed from unverified reset data.
 AJ0617
 AJ0617.The geoid height was determined by GEOID03.
 AJ0617
 AJ0617;                    North         East    Units  Estimated Accuracy
 AJ0617;SPC TX S     - 5,153,320.      261,280.      MT  (+/- 180 meters Scaled)
 AJ0617
 AJ0617                          SUPERSEDED SURVEY CONTROL
 AJ0617
 AJ0617.No superseded survey control is available for this station.
 AJ0617
 AJ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ108919(NAD 83)
 AJ0617_MARKER: DB = BENCH MARK DISK
 AJ0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0617_STAMPING: C 796 RESET 1948
 AJ0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0617+STABILITY: SURFACE MOTION
 AJ0617
 AJ0617  HISTORY     - Date     Condition        Report By
 AJ0617  HISTORY     - 1948     MONUMENTED       TXHD
 AJ0617  HISTORY     - 1949     GOOD             TXHD
 AJ0617
 AJ0617                          STATION DESCRIPTION
 AJ0617
 AJ0617'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AJ0617'2.0 MI S FROM RANDADO.
 AJ0617'2.0 MILES SOUTH ALONG FARM-TO-MARKET ROAD 649 FROM THE JUNCTION OF
 AJ0617'FARM-TO-MARKET ROAD 496 AT RANDADO, JIM HOGG COUNTY, ABOUT MIDWAY OF
 AJ0617'THE SOUTH SLOPE OF A HILL, AND 40 FEET WEST OF THE CENTER LINE OF THE
 AJ0617'ROAD.  A STANDARD DISK, STAMPED C 796 RESET 1948 AND SET IN THE TOP OF
 AJ0617'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0002 ***********************************************************************
 AY0002  DESIGNATION -  C 797
 AY0002  PID         -  AY0002
 AY0002  STATE/COUNTY-  TX/COMAL
 AY0002  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0002
 AY0002                         *CURRENT SURVEY CONTROL
 AY0002  ___________________________________________________________________
 AY0002* NAD 83(1986)-  29 41 12.     (N)    098 08 56.     (W)     SCALED    
 AY0002* NAVD 88     -       197.831  (meters)     649.05   (feet)  ADJUSTED  
 AY0002  ___________________________________________________________________
 AY0002  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY0002  DYNAMIC HT  -         197.546 (meters)     648.12  (feet)  COMP
 AY0002  MODELED GRAV-     979,200.1   (mgal)                       NAVD 88
 AY0002
 AY0002  VERT ORDER  -  FIRST     CLASS II
 AY0002
 AY0002.The horizontal coordinates were scaled from a topographic map and have
 AY0002.an estimated accuracy of +/- 6 seconds.
 AY0002
 AY0002.The orthometric height was determined by differential leveling
 AY0002.and adjusted by the National Geodetic Survey in June 1991..
 AY0002
 AY0002.The geoid height was determined by GEOID03.
 AY0002
 AY0002.The dynamic height is computed by dividing the NAVD 88
 AY0002.geopotential number by the normal gravity value computed on the
 AY0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0002.degrees latitude (g = 980.6199 gals.).
 AY0002
 AY0002.The modeled gravity was interpolated from observed gravity values.
 AY0002
 AY0002;                    North         East    Units  Estimated Accuracy
 AY0002;SPC TXSC     - 4,205,700.      682,370.      MT  (+/- 180 meters Scaled)
 AY0002
 AY0002                          SUPERSEDED SURVEY CONTROL
 AY0002
 AY0002.No superseded survey control is available for this station.
 AY0002
 AY0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT823843(NAD 83)
 AY0002_MARKER: DB = BENCH MARK DISK
 AY0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0002_SP_SET: CULVERT
 AY0002_STAMPING: C 797 1943
 AY0002_MARK LOGO: CGS   
 AY0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0002
 AY0002  HISTORY     - Date     Condition        Report By
 AY0002  HISTORY     - 1943     MONUMENTED       CGS
 AY0002  HISTORY     - 1957     GOOD             DOD
 AY0002  HISTORY     - 1980     GOOD             NGS
 AY0002  HISTORY     - 1988     GOOD             USPSQD
 AY0002  HISTORY     - 1989     GOOD             USPSQD
 AY0002  HISTORY     - 1990     GOOD             USPSQD
 AY0002  HISTORY     - 1990     GOOD             USPSQD
 AY0002
 AY0002                          STATION DESCRIPTION
 AY0002
 AY0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0002'1.8 MI SW FROM NEW BRAUNFELS.
 AY0002'1.8 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0002'FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 0.1 MILE NORTHEAST OF
 AY0002'THE MCGAUGH HOSIERY MILLS, 3 POLES NORTHEAST OF MILEPOST 1005, AT A
 AY0002'DOUBLE 4- BY 4-FOOT CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST END
 AY0002'OF THE SOUTHEAST HEADWALL, 16.5 FEET SOUTHEAST OF THE CENTERLINE OF
 AY0002'THE TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK.
 AY0002
 AY0002                          STATION RECOVERY (1957)
 AY0002
 AY0002'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0002'RECOVERED IN GOOD CONDITION.
 AY0002
 AY0002                          STATION RECOVERY (1980)
 AY0002
 AY0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0002'IN NEW BRAUNFELS, ONE BLOCK SOUTHWEST ALONG THE MISSOURI KANSAS AND
 AY0002'TEXAS RAILROAD FROM THE CROSSING OF NORTH HIDALGO AVENUE, AT THE
 AY0002'NORTHWEST END OF BERGFELD STREET, ON TOP OF THE NORTHEAST END OF THE
 AY0002'SOUTHEAST HEADWALL OF A 1.2 BY 1.2-METER CONCRETE CULVERT UNDER THE
 AY0002'TRACKS, 19.6 METERS (55.0 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF
 AY0002'BERGFELD STREET, 5.2 METERS (17.0 FT) SOUTHEAST OF THE CENTER OF THE
 AY0002'TRACKS, 11.0 METERS (36.0 FT) NORTHEAST OF RAILROAD SIGNAL LIGHT
 AY0002'NUMBER 10048.
 AY0002'THE MARK IS 1.1 M BELOW THE TRACKS.
 AY0002
 AY0002                          STATION RECOVERY (1988)
 AY0002
 AY0002'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 AY0002'RECOVERED IN GOOD CONDITION.
 AY0002
 AY0002                          STATION RECOVERY (1989)
 AY0002
 AY0002'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY0002'RECOVERED IN GOOD CONDITION.
 AY0002
 AY0002                          STATION RECOVERY (1990)
 AY0002
 AY0002'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0002'RECOVERED IN GOOD CONDITION.
 AY0002
 AY0002                          STATION RECOVERY (1990)
 AY0002
 AY0002'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AY0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0717 ***********************************************************************
 AY0717  DESIGNATION -  C 799
 AY0717  PID         -  AY0717
 AY0717  STATE/COUNTY-  TX/BEXAR
 AY0717  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0717
 AY0717                         *CURRENT SURVEY CONTROL
 AY0717  ___________________________________________________________________
 AY0717* NAD 83(1986)-  29 27 58.     (N)    098 30 49.     (W)     SCALED    
 AY0717* NAVD 88     -       214.875  (meters)     704.97   (feet)  ADJUSTED  
 AY0717  ___________________________________________________________________
 AY0717  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY0717  DYNAMIC HT  -         214.562 (meters)     703.94  (feet)  COMP
 AY0717  MODELED GRAV-     979,183.0   (mgal)                       NAVD 88
 AY0717
 AY0717  VERT ORDER  -  FIRST     CLASS II
 AY0717
 AY0717.The horizontal coordinates were scaled from a topographic map and have
 AY0717.an estimated accuracy of +/- 6 seconds.
 AY0717
 AY0717.The orthometric height was determined by differential leveling
 AY0717.and adjusted by the National Geodetic Survey in June 1991..
 AY0717
 AY0717.The geoid height was determined by GEOID03.
 AY0717
 AY0717.The dynamic height is computed by dividing the NAVD 88
 AY0717.geopotential number by the normal gravity value computed on the
 AY0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0717.degrees latitude (g = 980.6199 gals.).
 AY0717
 AY0717.The modeled gravity was interpolated from observed gravity values.
 AY0717
 AY0717;                    North         East    Units  Estimated Accuracy
 AY0717;SPC TXSC     - 4,181,050.      647,170.      MT  (+/- 180 meters Scaled)
 AY0717
 AY0717                          SUPERSEDED SURVEY CONTROL
 AY0717
 AY0717  NGVD 29 (??/??/92)  214.749  (m)          704.56   (f) ADJ UNCH    1 2
 AY0717
 AY0717.Superseded values are not recommended for survey control.
 AY0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0717.See file dsdata.txt to determine how the superseded data were derived.
 AY0717
 AY0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT471597(NAD 83)
 AY0717_MARKER: DB = BENCH MARK DISK
 AY0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0717_STAMPING: C 799 1943
 AY0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0717+STABILITY: SURFACE MOTION
 AY0717
 AY0717  HISTORY     - Date     Condition        Report By
 AY0717  HISTORY     - 1943     MONUMENTED       CGS
 AY0717  HISTORY     - 1946     GOOD             NGS
 AY0717  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0717  HISTORY     - 19861001 MARK NOT FOUND   USGS
 AY0717  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY0717
 AY0717                          STATION DESCRIPTION
 AY0717
 AY0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0717'IN SAN ANTONIO.
 AY0717'TO REACH FROM THE MISSOURI, KANSAS, AND TEXAS RAILROAD STATION AT SAN
 AY0717'ANTONIO, PROCEED 1 BLOCK WEST ALONG WEST COMMERCE STREET TO THE
 AY0717'SOUTHERN PACIFIC RAILROAD, THENCE 2.9 MILE NORTHERLY ALONG THE
 AY0717'SOUTHERN PACIFIC RAILROAD TO THE CROSSING OF HILDEBRANDE AVENUE, AND
 AY0717'SITE OF BENCH MARK.  BENCH MARK IS 3 TELEGRAPH POLES NORTH OF MILE
 AY0717'POST NO. 242, ABOUT 126.0 FEET SOUTH OF THE CENTERLINE OF HILDEBRANDE
 AY0717'AVENUE.  IT IS 22.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AY0717'CENTERLINE OF TRACK.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WHITE
 AY0717'WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AY0717
 AY0717                          STATION RECOVERY (1946)
 AY0717
 AY0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0717'RECOVERED IN GOOD CONDITION.
 AY0717
 AY0717                          STATION RECOVERY (1982)
 AY0717
 AY0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0717'SEARCHED FOR, NOT RECOVERED THIS DATE, HAS BEEN FILLED IN AND IS NOW A
 AY0717'PARKING AREA.
 AY0717
 AY0717                          STATION RECOVERY (1986)
 AY0717
 AY0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0717'MARK NOT FOUND.
 AY0717
 AY0717                          STATION RECOVERY (1995)
 AY0717
 AY0717'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0584 ***********************************************************************
 CS0584  DESIGNATION -  C 8
 CS0584  PID         -  CS0584
 CS0584  STATE/COUNTY-  TX/HENDERSON
 CS0584  USGS QUAD   -  MALAKOFF (1981)
 CS0584
 CS0584                         *CURRENT SURVEY CONTROL
 CS0584  ___________________________________________________________________
 CS0584* NAD 83(1986)-  32 08 36.     (N)    096 00 34.     (W)     SCALED    
 CS0584* NAVD 88     -       111.583  (meters)     366.09   (feet)  ADJUSTED  
 CS0584  ___________________________________________________________________
 CS0584  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0584  DYNAMIC HT  -         111.454 (meters)     365.66  (feet)  COMP
 CS0584  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 CS0584
 CS0584  VERT ORDER  -  SECOND    CLASS 0
 CS0584
 CS0584.The horizontal coordinates were scaled from a topographic map and have
 CS0584.an estimated accuracy of +/- 6 seconds.
 CS0584
 CS0584.The orthometric height was determined by differential leveling
 CS0584.and adjusted by the National Geodetic Survey in June 1991..
 CS0584
 CS0584.The geoid height was determined by GEOID03.
 CS0584
 CS0584.The dynamic height is computed by dividing the NAVD 88
 CS0584.geopotential number by the normal gravity value computed on the
 CS0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0584.degrees latitude (g = 980.6199 gals.).
 CS0584
 CS0584.The modeled gravity was interpolated from observed gravity values.
 CS0584
 CS0584;                    North         East    Units  Estimated Accuracy
 CS0584;SPC TXNC     - 2,055,640.      834,950.      MT  (+/- 180 meters Scaled)
 CS0584
 CS0584                          SUPERSEDED SURVEY CONTROL
 CS0584
 CS0584  NGVD 29 (??/??/92)  111.588  (m)          366.10   (f) ADJ UNCH    2 0
 CS0584
 CS0584.Superseded values are not recommended for survey control.
 CS0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0584.See file dsdata.txt to determine how the superseded data were derived.
 CS0584
 CS0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA820602(NAD 83)
 CS0584_MARKER: DD = SURVEY DISK
 CS0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0584_STAMPING: C 8 366 1946
 CS0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0584+STABILITY: SURFACE MOTION
 CS0584
 CS0584  HISTORY     - Date     Condition        Report By
 CS0584  HISTORY     - 1946     MONUMENTED       USGS
 CS0584  HISTORY     - 1947     GOOD             NGS
 CS0584  HISTORY     - 19950909 POOR             USPSQD
 CS0584
 CS0584                          STATION DESCRIPTION
 CS0584
 CS0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0584'2.0 MI S FROM MALAKOFF.
 CS0584'2.0 MILES SOUTH ALONG FARM HIGHWAY 90 FROM THE POST OFFICE AT
 CS0584'MALAKOFF, 79 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 CS0584'HOUSE, 56 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET NORTH
 CS0584'OF A TELEPHONE POLE, 9 FEET NORTHEAST OF AN 18 INCH OAK TREE, 3 FEET
 CS0584'EAST OF A FENCE, 2 FEET SOUTH OF A 4X4 MARKER POST.  A BRONZE
 CS0584'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS0584'PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0584
 CS0584                          STATION RECOVERY (1995)
 CS0584
 CS0584'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0584'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0273 ***********************************************************************
 AW0273  DESIGNATION -  C 8 RESET
 AW0273  PID         -  AW0273
 AW0273  STATE/COUNTY-  TX/HARRIS
 AW0273  USGS QUAD   -  ADDICKS (1995)
 AW0273
 AW0273                         *CURRENT SURVEY CONTROL
 AW0273  ___________________________________________________________________
 AW0273* NAD 83(1986)-  29 47 06.     (N)    095 38 31.     (W)     SCALED    
 AW0273* NAVD 88     -        28.882  (meters)      94.76   (feet)  ADJUSTED  
 AW0273  ___________________________________________________________________
 AW0273  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW0273  DYNAMIC HT  -          28.843 (meters)      94.63  (feet)  COMP
 AW0273  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 AW0273
 AW0273  VERT ORDER  -  FIRST     CLASS I
 AW0273
 AW0273.The horizontal coordinates were scaled from a topographic map and have
 AW0273.an estimated accuracy of +/- 6 seconds.
 AW0273
 AW0273.The orthometric height was determined by differential leveling
 AW0273.and adjusted by the National Geodetic Survey in June 1991..
 AW0273
 AW0273.The geoid height was determined by GEOID03.
 AW0273
 AW0273.The dynamic height is computed by dividing the NAVD 88
 AW0273.geopotential number by the normal gravity value computed on the
 AW0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0273.degrees latitude (g = 980.6199 gals.).
 AW0273
 AW0273.The modeled gravity was interpolated from observed gravity values.
 AW0273
 AW0273;                    North         East    Units  Estimated Accuracy
 AW0273;SPC TXSC     - 4,220,960.      924,620.      MT  (+/- 180 meters Scaled)
 AW0273
 AW0273                          SUPERSEDED SURVEY CONTROL
 AW0273
 AW0273  NGVD 29 (12/23/87)   28.875  (m)           94.73   (f) ADJUSTED    1 1
 AW0273
 AW0273.Superseded values are not recommended for survey control.
 AW0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0273.See file dsdata.txt to determine how the superseded data were derived.
 AW0273
 AW0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN445978(NAD 83)
 AW0273_MARKER: DB = BENCH MARK DISK
 AW0273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0273_SP_SET: CULVERT HEADWALL
 AW0273_STAMPING: C 8 RESET 1964
 AW0273_MARK LOGO: CGS   
 AW0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0273+STABILITY: SURFACE MOTION
 AW0273
 AW0273  HISTORY     - Date     Condition        Report By
 AW0273  HISTORY     - 1964     MONUMENTED       CGS
 AW0273  HISTORY     - 1973     GOOD             NGS
 AW0273  HISTORY     - 1976     GOOD             NGS
 AW0273  HISTORY     - 1976     GOOD             NGS
 AW0273  HISTORY     - 1978     GOOD             NGS
 AW0273  HISTORY     - 1983     GOOD             NGS
 AW0273  HISTORY     - 1986     GOOD             NGS
 AW0273  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0273  HISTORY     - 19950905 GOOD             USPSQD
 AW0273  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0273
 AW0273                          STATION DESCRIPTION
 AW0273
 AW0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0273'0.2 MI E FROM ADDICKS.
 AW0273'ABOUT 0.2 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0273'RAILROAD OVERPASS OVER STATE HWY. 6, ABOUT 0.2 MILE EAST OF STATE HWY.
 AW0273'6, 9 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 20 FEET WEST OF
 AW0273'THE EXTENDED CENTER LINE OF THE OLD HOWELL-ADDICKS RD., 60.2 FEET
 AW0273'NORTHWEST OF A TELEPHONE POLE J474 WITH A METAL BOX ON THE SOUTH SIDE,
 AW0273'65 1/2 FEET NORTH OF THE CENTER LINE OF THE MAIN WESTBOUND FRONTAGE
 AW0273'ROAD ALONG I-10, ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND AND ABOUT
 AW0273'2 FEET BELOW THE LEVEL OF THE TRACKS.  ALSO SET IN THE TOP OF THE WEST
 AW0273'END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDERNEATH THE TRACKS.
 AW0273
 AW0273                          STATION RECOVERY (1976)
 AW0273
 AW0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0273'RECOVERED IN GOOD CONDITION.
 AW0273
 AW0273                          STATION RECOVERY (1976)
 AW0273
 AW0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0273'RECOVERED IN GOOD CONDITION.
 AW0273
 AW0273                          STATION RECOVERY (1978)
 AW0273
 AW0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0273'RECOVERED IN GOOD CONDITION.
 AW0273
 AW0273                          STATION RECOVERY (1983)
 AW0273
 AW0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0273'RECOVERED IN GOOD CONDITION.
 AW0273'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AW0273
 AW0273                          STATION RECOVERY (1986)
 AW0273
 AW0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0273'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW0273'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AW0273
 AW0273                          STATION RECOVERY (1989)
 AW0273
 AW0273'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0273'MARK NOT FOUND.
 AW0273
 AW0273                          STATION RECOVERY (1995)
 AW0273
 AW0273'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0273'RECOVERED IN GOOD CONDITION.
 AW0273
 AW0273                          STATION RECOVERY (2004)
 AW0273
 AW0273'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0170 ***********************************************************************
 AZ0170  DESIGNATION -  C 80
 AZ0170  PID         -  AZ0170
 AZ0170  STATE/COUNTY-  TX/VAL VERDE
 AZ0170  USGS QUAD   -  DEL RIO NW (1972)
 AZ0170
 AZ0170                         *CURRENT SURVEY CONTROL
 AZ0170  ___________________________________________________________________
 AZ0170* NAD 83(1986)-  29 25 59.     (N)    100 54 29.     (W)     SCALED    
 AZ0170* NAVD 88     -       340.610  (meters)    1117.48   (feet)  POSTED    
 AZ0170  ___________________________________________________________________
 AZ0170  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0170  DYNAMIC HT  -         340.110 (meters)    1115.84  (feet)  COMP
 AZ0170  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0170
 AZ0170  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0170
 AZ0170.The horizontal coordinates were scaled from a topographic map and have
 AZ0170.an estimated accuracy of +/- 6 seconds.
 AZ0170
 AZ0170.The orthometric height was determined by differential leveling
 AZ0170.and adjusted by the National Geodetic Survey in 1992..
 AZ0170.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0170.rate of 1.1 thru 2.0 mm/km.
 AZ0170
 AZ0170.The geoid height was determined by GEOID03.
 AZ0170
 AZ0170.The dynamic height is computed by dividing the NAVD 88
 AZ0170.geopotential number by the normal gravity value computed on the
 AZ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0170.degrees latitude (g = 980.6199 gals.).
 AZ0170
 AZ0170.The modeled gravity was interpolated from observed gravity values.
 AZ0170
 AZ0170;                    North         East    Units  Estimated Accuracy
 AZ0170;SPC TXSC     - 4,178,800.      414,900.      MT  (+/- 180 meters Scaled)
 AZ0170
 AZ0170                          SUPERSEDED SURVEY CONTROL
 AZ0170
 AZ0170  NGVD 29 (??/??/92)  340.569  (m)         1117.35   (f) ADJ UNCH    1 2
 AZ0170
 AZ0170.Superseded values are not recommended for survey control.
 AZ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0170.See file dsdata.txt to determine how the superseded data were derived.
 AZ0170
 AZ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT149574(NAD 83)
 AZ0170_MARKER: DB = BENCH MARK DISK
 AZ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0170_STAMPING: 1117.350 C 80 1931
 AZ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0170+STABILITY: SURFACE MOTION
 AZ0170
 AZ0170  HISTORY     - Date     Condition        Report By
 AZ0170  HISTORY     - 1931     MONUMENTED       CGS
 AZ0170  HISTORY     - 1957     MARK NOT FOUND   NGS
 AZ0170
 AZ0170                          STATION DESCRIPTION
 AZ0170
 AZ0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0170'5.3 MI N FROM DEL RIO.
 AZ0170'5.3 MILES NORTH ALONG U.S. HIGHWAY 277 FROM DEL RIO, VAL VERDE COUNTY,
 AZ0170'114.8 FEET SOUTH OF THE JUNCTION OF U. S. HIGHWAY 90, 49.2 FEET EAST
 AZ0170'OF U. S. HIGHWAY 90, AND AT A FENCE.  A STANDARD DISK, STAMPED
 AZ0170'1117.350 C 80 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 AZ0170'INCH ABOVE GROUND.  NOTE-- U.S. HIGHWAY 90 AND 277 HAVE BEEN REGRADED
 AZ0170'AT THIS LOCATION AND A NEW INTERSECTION HAS BEEN BUILT. IT IS BELIEVE
 AZ0170'THAT THE MARK WAS PROBABLY DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1042 ***********************************************************************
 AE1042  DESIGNATION -  C 800
 AE1042  PID         -  AE1042
 AE1042  STATE/COUNTY-  TX/ZAPATA
 AE1042  USGS QUAD   -  ZAPATA SE (1979)
 AE1042
 AE1042                         *CURRENT SURVEY CONTROL
 AE1042  ___________________________________________________________________
 AE1042* NAD 83(1986)-  26 51 38.     (N)    099 16 35.     (W)     SCALED    
 AE1042* NAVD 88     -        86.227  (meters)     282.90   (feet)  ADJUSTED  
 AE1042  ___________________________________________________________________
 AE1042  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AE1042  DYNAMIC HT  -          86.087 (meters)     282.44  (feet)  COMP
 AE1042  MODELED GRAV-     979,032.7   (mgal)                       NAVD 88
 AE1042
 AE1042  VERT ORDER  -  SECOND    CLASS 0
 AE1042
 AE1042.The horizontal coordinates were scaled from a topographic map and have
 AE1042.an estimated accuracy of +/- 6 seconds.
 AE1042
 AE1042.The orthometric height was determined by differential leveling
 AE1042.and adjusted by the National Geodetic Survey in June 1991..
 AE1042
 AE1042.The geoid height was determined by GEOID03.
 AE1042
 AE1042.The dynamic height is computed by dividing the NAVD 88
 AE1042.geopotential number by the normal gravity value computed on the
 AE1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1042.degrees latitude (g = 980.6199 gals.).
 AE1042
 AE1042.The modeled gravity was interpolated from observed gravity values.
 AE1042
 AE1042;                    North         East    Units  Estimated Accuracy
 AE1042;SPC TX S     - 5,132,510.      222,850.      MT  (+/- 180 meters Scaled)
 AE1042
 AE1042                          SUPERSEDED SURVEY CONTROL
 AE1042
 AE1042  NGVD 29 (??/??/92)   86.27   (m)          283.0    (f) COMPUTED    2 0
 AE1042
 AE1042.Superseded values are not recommended for survey control.
 AE1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1042.See file dsdata.txt to determine how the superseded data were derived.
 AE1042
 AE1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ725710(NAD 83)
 AE1042_MARKER: DB = BENCH MARK DISK
 AE1042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1042_SP_SET: CULVERT
 AE1042_STAMPING: C 800 1943
 AE1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1042
 AE1042  HISTORY     - Date     Condition        Report By
 AE1042  HISTORY     - 1943     MONUMENTED       CGS
 AE1042  HISTORY     - 1956     MARK NOT FOUND   NGS
 AE1042
 AE1042                          STATION DESCRIPTION
 AE1042
 AE1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1042'2.8 MI SE FROM ZAPATA.
 AE1042'ABOUT 2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT
 AE1042'ZAPATA, ZAPATA COUNTY, AT A STEEL AND CONCRETE CATTLE GUARD ACROSS THE
 AE1042'HIGHWAY, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 AE1042'HEADWALL, 17.3 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 AE1042'ABOUT 1.5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C
 AE1042'800 1943.  NOTE-- THERE IS NO CATTLE GUARD IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4212 ***********************************************************************
 AW4212  DESIGNATION -  C 802
 AW4212  PID         -  AW4212
 AW4212  STATE/COUNTY-  TX/FORT BEND
 AW4212  USGS QUAD   -  GUY (1980)
 AW4212
 AW4212                         *CURRENT SURVEY CONTROL
 AW4212  ___________________________________________________________________
 AW4212* NAD 83(1986)-  29 17 44.     (N)    095 50 42.     (W)     SCALED    
 AW4212* NAVD 88     -        19.33   (+/-2cm)      63.4    (feet)  VERTCON   
 AW4212  ___________________________________________________________________
 AW4212  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW4212
 AW4212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4212
 AW4212.The horizontal coordinates were scaled from a topographic map and have
 AW4212.an estimated accuracy of +/- 6 seconds.
 AW4212
 AW4212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4212.The vertical order pertains to the NGVD 29 superseded value.
 AW4212
 AW4212.The geoid height was determined by GEOID03.
 AW4212
 AW4212;                    North         East    Units  Estimated Accuracy
 AW4212;SPC TXSC     - 4,166,190.      906,460.      MT  (+/- 180 meters Scaled)
 AW4212
 AW4212                          SUPERSEDED SURVEY CONTROL
 AW4212
 AW4212  NGVD 29 (??/??/92)   19.334  (m)           63.43   (f) ADJ UNCH    2 0
 AW4212
 AW4212.Superseded values are not recommended for survey control.
 AW4212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4212.See file dsdata.txt to determine how the superseded data were derived.
 AW4212
 AW4212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN236440(NAD 83)
 AW4212_MARKER: DB = BENCH MARK DISK
 AW4212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4212_STAMPING: C 802 1943
 AW4212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4212+STABILITY: SURFACE MOTION
 AW4212
 AW4212  HISTORY     - Date     Condition        Report By
 AW4212  HISTORY     - 1943     MONUMENTED       CGS
 AW4212
 AW4212                          STATION DESCRIPTION
 AW4212
 AW4212'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4212'5.0 MI SW FROM GUY.
 AW4212'TO REACH FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE
 AW4212'SANTA FE RAILROAD AT GUY.  PROCEED SOUTHWESTERLY 5.0 MILES ALONG THE
 AW4212'SANTA FE RAILROAD TO MILE POST NO. 13 AND SITE OF BENCH MARK.  BENCH
 AW4212'MARK IS ABOUT 200.0 FEET NORTHEAST OF THE NORTHEAST END OF RAILROAD
 AW4212'BRIDGE NO. 12-A, 52.0 FEET SOUTHEAST OF AND ABOUT 4.0 FEET BELOW THE
 AW4212'CENTERLINE OF THE TRACK, 19.0 FEET SOUTHEAST OF MILE POST NO. 13, 9.0
 AW4212'FEET EAST OF A RAILROAD RAIL DRIVEN VERTICALLY IN GROUND, 3.0 FEET
 AW4212'SOUTHWEST OF A 4 BY 4 INCH WOODEN MARKER POST AND 2.0 FEET SOUTHEAST
 AW4212'OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.5 FOOT, AND SET
 AW4212'IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4086 ***********************************************************************
 AW4086  DESIGNATION -  C 803
 AW4086  PID         -  AW4086
 AW4086  STATE/COUNTY-  TX/BRAZORIA
 AW4086  USGS QUAD   -  ROSHARON (1974)
 AW4086
 AW4086                         *CURRENT SURVEY CONTROL
 AW4086  ___________________________________________________________________
 AW4086* NAD 83(1986)-  29 18 06.     (N)    095 29 10.     (W)     SCALED    
 AW4086* NAVD 88     -        12.49   (+/-2cm)      41.0    (feet)  VERTCON   
 AW4086  ___________________________________________________________________
 AW4086  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW4086
 AW4086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4086
 AW4086.The horizontal coordinates were scaled from a topographic map and have
 AW4086.an estimated accuracy of +/- 6 seconds.
 AW4086
 AW4086.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4086.The vertical order pertains to the NGVD 29 superseded value.
 AW4086
 AW4086.The geoid height was determined by GEOID03.
 AW4086
 AW4086;                    North         East    Units  Estimated Accuracy
 AW4086;SPC TXSC     - 4,167,860.      941,290.      MT  (+/- 180 meters Scaled)
 AW4086
 AW4086                          SUPERSEDED SURVEY CONTROL
 AW4086
 AW4086  NGVD 29 (??/??/92)   12.495  (m)           40.99   (f) ADJ UNCH    2 0
 AW4086
 AW4086.Superseded values are not recommended for survey control.
 AW4086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4086.See file dsdata.txt to determine how the superseded data were derived.
 AW4086
 AW4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN585439(NAD 83)
 AW4086_MARKER: DB = BENCH MARK DISK
 AW4086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4086_STAMPING: C 803 1943
 AW4086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4086+STABILITY: SURFACE MOTION
 AW4086
 AW4086  HISTORY     - Date     Condition        Report By
 AW4086  HISTORY     - 1943     MONUMENTED       CGS
 AW4086  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW4086
 AW4086                          STATION DESCRIPTION
 AW4086
 AW4086'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4086'2.9 MI SW FROM BONNEY.
 AW4086'TO REACH FROM THE GENERAL STORE AT BONNEY.  PROCEED SOUTHERLY 0.9 MILE
 AW4086'ALONG STATE HIGHWAY NO. 288, THENCE WESTERLY 2.0 MILES ALONG THE
 AW4086'RAMSEY STATE PRISON FARM GRAVEL ROAD TO A WOODEN BRIDGE AND SITE OF
 AW4086'BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE WEST OF AN IRON
 AW4086'CATTLE-GUARD, 180.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AW4086'WOODEN BRIDGE, 65.0 FEET SOUTH OF AND ABOUT 4.0 FEET BELOW THE
 AW4086'CENTERLINE OF THE GRAVELED ROAD AND 3.0 FEET EAST OF A 4 BY 4 INCH
 AW4086'WOODEN MARKER POST.  MONUMENT PROJECTS ABOUT 0.3 FOOT, AND SET IN A
 AW4086'CONCRETE POST.
 AW4086
 AW4086                          STATION RECOVERY (1963)
 AW4086
 AW4086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4706 ***********************************************************************
 AW4706  DESIGNATION -  C 804
 AW4706  PID         -  AW4706
 AW4706  STATE/COUNTY-  TX/FORT BEND
 AW4706  USGS QUAD   -  FULSHEAR (1980)
 AW4706
 AW4706                         *CURRENT SURVEY CONTROL
 AW4706  ___________________________________________________________________
 AW4706* NAD 83(1986)-  29 38 19.     (N)    095 58 32.     (W)     SCALED    
 AW4706* NAVD 88     -        36.27   (+/-2cm)     119.0    (feet)  VERTCON   
 AW4706  ___________________________________________________________________
 AW4706  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW4706
 AW4706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4706
 AW4706.The horizontal coordinates were scaled from a topographic map and have
 AW4706.an estimated accuracy of +/- 6 seconds.
 AW4706
 AW4706.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4706.The vertical order pertains to the NGVD 29 superseded value.
 AW4706
 AW4706.The geoid height was determined by GEOID03.
 AW4706
 AW4706;                    North         East    Units  Estimated Accuracy
 AW4706;SPC TXSC     - 4,203,860.      892,800.      MT  (+/- 180 meters Scaled)
 AW4706
 AW4706                          SUPERSEDED SURVEY CONTROL
 AW4706
 AW4706  NGVD 29 (??/??/92)   36.26   (m)          119.0    (f) COMPUTED    2 0
 AW4706
 AW4706.Superseded values are not recommended for survey control.
 AW4706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4706.See file dsdata.txt to determine how the superseded data were derived.
 AW4706
 AW4706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN119824(NAD 83)
 AW4706_MARKER: DB = BENCH MARK DISK
 AW4706_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4706_SP_SET: BRIDGE ABUTMENT
 AW4706_STAMPING: C 804 1943
 AW4706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4706
 AW4706  HISTORY     - Date     Condition        Report By
 AW4706  HISTORY     - 1943     MONUMENTED       CGS
 AW4706  HISTORY     - 1963     GOOD             NGS
 AW4706  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4706  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4706  HISTORY     - 19980208 MARK NOT FOUND   USPSQD
 AW4706  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4706
 AW4706                          STATION DESCRIPTION
 AW4706
 AW4706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW4706'2.7 MI N FROM ORCHARD.
 AW4706'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILWAY STATION AT
 AW4706'ORCHARD-- PROCEED 2.7 MILES NORTHERLY ALONG A GRAVEL ROAD LEADING TO
 AW4706'SIMONTON TO SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AW4706'EAST END OF THE SOUTH CONCRETE ABUTMENT OF A LARGE STEEL BRIDGE OVER
 AW4706'BRAZOS RIVER.  IT IS 10.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS
 AW4706'THE CENTERLINE OF ROAD.  A STANDARD DISK, STAMPED C 804 1943.  THIS
 AW4706'BENCH MARK IS ALSO 2.9 MILES SOUTH OF SIMONTON.
 AW4706
 AW4706                          STATION RECOVERY (1987)
 AW4706
 AW4706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4706'NOT RECOVERED.  A NEW BRIDGE HAS BEEN BUILT.
 AW4706
 AW4706                          STATION RECOVERY (1990)
 AW4706
 AW4706'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4706'MARK NOT FOUND.
 AW4706
 AW4706                          STATION RECOVERY (1998)
 AW4706
 AW4706'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4706'MARK NOT FOUND.
 AW4706
 AW4706                          STATION RECOVERY (1998)
 AW4706
 AW4706'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0554 ***********************************************************************
 BM0554  DESIGNATION -  C 804
 BM0554  PID         -  BM0554
 BM0554  STATE/COUNTY-  TX/TRAVIS
 BM0554  USGS QUAD   -  AUSTIN EAST (1988)
 BM0554
 BM0554                         *CURRENT SURVEY CONTROL
 BM0554  ___________________________________________________________________
 BM0554* NAD 83(1986)-  30 17 15.     (N)    097 38 56.     (W)     SCALED    
 BM0554* NAVD 88     -       140.75   (+/-2cm)     461.8    (feet)  VERTCON   
 BM0554  ___________________________________________________________________
 BM0554  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BM0554
 BM0554  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0554
 BM0554.The horizontal coordinates were scaled from a topographic map and have
 BM0554.an estimated accuracy of +/- 6 seconds.
 BM0554
 BM0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0554.The vertical order pertains to the NGVD 29 superseded value.
 BM0554
 BM0554.The geoid height was determined by GEOID03.
 BM0554
 BM0554;                    North         East    Units  Estimated Accuracy
 BM0554;SPC TX C     - 3,071,940.      958,230.      MT  (+/- 180 meters Scaled)
 BM0554
 BM0554                          SUPERSEDED SURVEY CONTROL
 BM0554
 BM0554  NGVD 29 (??/??/92)  140.654  (m)          461.46   (f) ADJ UNCH    1 2
 BM0554
 BM0554.Superseded values are not recommended for survey control.
 BM0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0554.See file dsdata.txt to determine how the superseded data were derived.
 BM0554
 BM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU299514(NAD 83)
 BM0554_MARKER: DB = BENCH MARK DISK
 BM0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0554_STAMPING: C 804 1953
 BM0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0554+STABILITY: SURFACE MOTION
 BM0554
 BM0554  HISTORY     - Date     Condition        Report By
 BM0554  HISTORY     - 1953     MONUMENTED       CGS
 BM0554  HISTORY     - 1986     GOOD             USPSQD
 BM0554  HISTORY     - 19860619 MARK NOT FOUND   USGS
 BM0554  HISTORY     - 1990     GOOD             USPSQD
 BM0554  HISTORY     - 19910222 GOOD             USPSQD
 BM0554  HISTORY     - 19991231 GOOD             USPSQD
 BM0554  HISTORY     - 20020212 GOOD             CAPITL
 BM0554  HISTORY     - 20030308 GOOD             USPSQD
 BM0554  HISTORY     - 20040612 MARK NOT FOUND   USPSQD
 BM0554
 BM0554                          STATION DESCRIPTION
 BM0554
 BM0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0554'6.9 MI E FROM AUSTIN.
 BM0554'6.9 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0554'STATION AT AUSTIN, 56 FEET SOUTHEAST OF THE 3RD POLE NORTH OF MILEPOST
 BM0554'108, 46 FEET EAST OF THE EAST RAIL, 1 FOOT WEST OF A FENCE, 2.6 FEET
 BM0554'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0554'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0554
 BM0554                          STATION RECOVERY (1986)
 BM0554
 BM0554'RECOVERY NOTE BY US POWER SQUADRON 1986 (JM)
 BM0554'RECOVERED IN GOOD CONDITION.
 BM0554
 BM0554                          STATION RECOVERY (1986)
 BM0554
 BM0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0554'MARK NOT FOUND.
 BM0554
 BM0554                          STATION RECOVERY (1990)
 BM0554
 BM0554'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWH)
 BM0554'RECOVERED IN GOOD CONDITION.
 BM0554
 BM0554                          STATION RECOVERY (1991)
 BM0554
 BM0554'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0554'RECOVERED IN GOOD CONDITION.
 BM0554
 BM0554                          STATION RECOVERY (1999)
 BM0554
 BM0554'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0554'RECOVERED IN GOOD CONDITION.
 BM0554
 BM0554                          STATION RECOVERY (2002)
 BM0554
 BM0554'RECOVERY NOTE BY CAPITOL SURVEYING INCORPORATED 2002 (BB)
 BM0554'MARK RECOVERED 1' WEST OF FENCE, 46' EAST OF EAST RAIL OF RAILROAD
 BM0554'TRACK, 312' SOUTH OF SOUTH END OF RAILROAD BRIDGE, +/-2500' NORTH
 BM0554'ALONG SOUTHERN PACIFIC RAILROAD ROW FROM ITS INTERSECTION WITH
 BM0554'MARTIN LUTHER KING/WEBBERVILLE ROAD, EAST OF US 183
 BM0554
 BM0554                          STATION RECOVERY (2003)
 BM0554
 BM0554'RECOVERY NOTE BY US POWER SQUADRON 2003 (MDS)
 BM0554'RECOVERED IN GOOD CONDITION.
 BM0554
 BM0554                          STATION RECOVERY (2004)
 BM0554
 BM0554'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2131 ***********************************************************************
 AW2131  DESIGNATION -  C 805
 AW2131  PID         -  AW2131
 AW2131  STATE/COUNTY-  TX/FORT BEND
 AW2131  USGS QUAD   -  SUGAR LAND (1995)
 AW2131
 AW2131                         *CURRENT SURVEY CONTROL
 AW2131  ___________________________________________________________________
 AW2131* NAD 83(1986)-  29 37 13.     (N)    095 38 01.     (W)     SCALED    
 AW2131* NAVD 88     -        23.728  (meters)      77.85   (feet)  ADJUSTED  
 AW2131  ___________________________________________________________________
 AW2131  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW2131  DYNAMIC HT  -          23.696 (meters)      77.74  (feet)  COMP
 AW2131  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 AW2131
 AW2131  VERT ORDER  -  FIRST     CLASS II
 AW2131
 AW2131.The horizontal coordinates were scaled from a topographic map and have
 AW2131.an estimated accuracy of +/- 6 seconds.
 AW2131
 AW2131.The orthometric height was determined by differential leveling
 AW2131.and adjusted by the National Geodetic Survey in June 1991..
 AW2131
 AW2131.The geoid height was determined by GEOID03.
 AW2131
 AW2131.The dynamic height is computed by dividing the NAVD 88
 AW2131.geopotential number by the normal gravity value computed on the
 AW2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2131.degrees latitude (g = 980.6199 gals.).
 AW2131
 AW2131.The modeled gravity was interpolated from observed gravity values.
 AW2131
 AW2131;                    North         East    Units  Estimated Accuracy
 AW2131;SPC TXSC     - 4,202,730.      925,950.      MT  (+/- 180 meters Scaled)
 AW2131
 AW2131                          SUPERSEDED SURVEY CONTROL
 AW2131
 AW2131  NGVD 29 (12/23/87)   23.724  (m)           77.83   (f) ADJUSTED    1 2
 AW2131
 AW2131.Superseded values are not recommended for survey control.
 AW2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2131.See file dsdata.txt to determine how the superseded data were derived.
 AW2131
 AW2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN449796(NAD 83)
 AW2131_MARKER: DB = BENCH MARK DISK
 AW2131_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2131_SP_SET: BRIDGE HEADWALL
 AW2131_STAMPING: C 805 1943
 AW2131_MARK LOGO: CGS   
 AW2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2131+STABILITY: SURFACE MOTION
 AW2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2131+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW2131
 AW2131  HISTORY     - Date     Condition        Report By
 AW2131  HISTORY     - 1943     MONUMENTED       CGS
 AW2131  HISTORY     - 1973     GOOD             NGS
 AW2131  HISTORY     - 1978     GOOD             NGS
 AW2131  HISTORY     - 1986     GOOD             NGS
 AW2131  HISTORY     - 1987     GOOD             USPSQD
 AW2131  HISTORY     - 1987     GOOD             USPSQD
 AW2131  HISTORY     - 1988     GOOD             USPSQD
 AW2131  HISTORY     - 1989     GOOD             USPSQD
 AW2131  HISTORY     - 19910316 GOOD             USPSQD
 AW2131  HISTORY     - 19931204 GOOD             USPSQD
 AW2131  HISTORY     - 19981121 GOOD             USPSQD
 AW2131  HISTORY     - 20040323 GOOD             USPSQD
 AW2131  HISTORY     - 20040329 GOOD             USPSQD
 AW2131
 AW2131                          STATION DESCRIPTION
 AW2131
 AW2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2131'IN SUGAR LAND.
 AW2131'AT SUGAR LAND, 0.1 MILE EAST ALONG U.S. HIGHWAY 90 ALT. FROM THE
 AW2131'JUNCTION OF STATE HIGHWAY SPUR 58, AT A CONCRETE BRIDGE OVER OYSTER
 AW2131'CREEK, IN THE TOP AND 0.7 FOOT SOUTH OF THE NORTH END OF THE EAST
 AW2131'CONCRETE ABUTMENT OF THE EASTBOUND LANES HIGHWAY BRIDGE, 17 1/2 FEET
 AW2131'NORTH OF THE CENTER LINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 AW2131'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 AW2131
 AW2131                          STATION RECOVERY (1978)
 AW2131
 AW2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2131'RECOVERED IN GOOD CONDITION.
 AW2131
 AW2131                          STATION RECOVERY (1986)
 AW2131
 AW2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2131'RECOVERED IN GOOD CONDITION.
 AW2131
 AW2131                          STATION RECOVERY (1987)
 AW2131
 AW2131'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW2131'RECOVERED IN GOOD CONDITION.
 AW2131
 AW2131                          STATION RECOVERY (1987)
 AW2131
 AW2131'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2131'RECOVERED IN GOOD CONDITION.
 AW2131
 AW2131                          STATION RECOVERY (1988)
 AW2131
 AW2131'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW2131'RECOVERED IN GOOD CONDITION.
 AW2131
 AW2131                          STATION RECOVERY (1989)
 AW2131
 AW2131'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2131'RECOVERED IN GOOD CONDITION.
 AW2131
 AW2131                          STATION RECOVERY (1991)
 AW2131
 AW2131'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2131'RECOVERED IN GOOD CONDITION.
 AW2131
 AW2131                          STATION RECOVERY (1993)
 AW2131
 AW2131'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2131'RECOVERED IN GOOD CONDITION.
 AW2131
 AW2131                          STATION RECOVERY (1998)
 AW2131
 AW2131'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2131'RECOVERED IN GOOD CONDITION.
 AW2131
 AW2131                          STATION RECOVERY (2004)
 AW2131
 AW2131'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2131'RECOVERED IN GOOD CONDITION.
 AW2131
 AW2131                          STATION RECOVERY (2004)
 AW2131
 AW2131'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW2131'GO TO N29 37 12.7 W095 38 00.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0406 ***********************************************************************
 BM0406  DESIGNATION -  C 805
 BM0406  PID         -  BM0406
 BM0406  STATE/COUNTY-  TX/BASTROP
 BM0406  USGS QUAD   -  ELGIN EAST (1982)
 BM0406
 BM0406                         *CURRENT SURVEY CONTROL
 BM0406  ___________________________________________________________________
 BM0406* NAD 83(1986)-  30 17 17.     (N)    097 20 55.     (W)     SCALED    
 BM0406* NAVD 88     -       164.82   (+/-2cm)     540.7    (feet)  VERTCON   
 BM0406  ___________________________________________________________________
 BM0406  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BM0406
 BM0406  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0406
 BM0406.The horizontal coordinates were scaled from a topographic map and have
 BM0406.an estimated accuracy of +/- 6 seconds.
 BM0406
 BM0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0406.The vertical order pertains to the NGVD 29 superseded value.
 BM0406
 BM0406.The geoid height was determined by GEOID03.
 BM0406
 BM0406;                    North         East    Units  Estimated Accuracy
 BM0406;SPC TX C     - 3,072,740.      987,100.      MT  (+/- 180 meters Scaled)
 BM0406
 BM0406                          SUPERSEDED SURVEY CONTROL
 BM0406
 BM0406  NGVD 29 (??/??/92)  164.748  (m)          540.51   (f) ADJ UNCH    1 2
 BM0406
 BM0406.Superseded values are not recommended for survey control.
 BM0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0406.See file dsdata.txt to determine how the superseded data were derived.
 BM0406
 BM0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU588518(NAD 83)
 BM0406_MARKER: DB = BENCH MARK DISK
 BM0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0406_STAMPING: C 805 1953
 BM0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0406+STABILITY: SURFACE MOTION
 BM0406
 BM0406  HISTORY     - Date     Condition        Report By
 BM0406  HISTORY     - 1953     MONUMENTED       CGS
 BM0406
 BM0406                          STATION DESCRIPTION
 BM0406
 BM0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0406'4.35 MI SE FROM ELGIN.
 BM0406'4.35 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 BM0406'FROM THE STATION AT ELGIN, 135 FEET SOUTHWEST OF THE 2ND POLE SOUTH OF
 BM0406'MILEPOST 939, 87.2 FEET WEST OF THE WEST RAIL, 20 FEET WEST OF THE
 BM0406'CENTER LINE OF A TRACK ROAD, 1.3 FEET EAST OF A FENCE, 2.8 FEET NORTH
 BM0406'OF A WITNESS POST, 6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 BM0406'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0452 ***********************************************************************
 BM0452  DESIGNATION -  C 806
 BM0452  PID         -  BM0452
 BM0452  STATE/COUNTY-  TX/BASTROP
 BM0452  USGS QUAD   -  SMITHVILLE (1982)
 BM0452
 BM0452                         *CURRENT SURVEY CONTROL
 BM0452  ___________________________________________________________________
 BM0452* NAD 83(1986)-  30 00 57.     (N)    097 13 38.     (W)     SCALED    
 BM0452* NAVD 88     -       109.442  (meters)     359.06   (feet)  ADJUSTED  
 BM0452  ___________________________________________________________________
 BM0452  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BM0452  DYNAMIC HT  -         109.294 (meters)     358.58  (feet)  COMP
 BM0452  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 BM0452
 BM0452  VERT ORDER  -  FIRST     CLASS I
 BM0452
 BM0452.The horizontal coordinates were scaled from a topographic map and have
 BM0452.an estimated accuracy of +/- 6 seconds.
 BM0452
 BM0452.The orthometric height was determined by differential leveling
 BM0452.and adjusted by the National Geodetic Survey in June 1991..
 BM0452
 BM0452.The geoid height was determined by GEOID03.
 BM0452
 BM0452.The dynamic height is computed by dividing the NAVD 88
 BM0452.geopotential number by the normal gravity value computed on the
 BM0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0452.degrees latitude (g = 980.6199 gals.).
 BM0452
 BM0452.The modeled gravity was interpolated from observed gravity values.
 BM0452
 BM0452;                    North         East    Units  Estimated Accuracy
 BM0452;SPC TX C     - 3,042,890.      999,620.      MT  (+/- 180 meters Scaled)
 BM0452
 BM0452                          SUPERSEDED SURVEY CONTROL
 BM0452
 BM0452  NGVD 29 (??/??/92)  109.394  (m)          358.90   (f) ADJ UNCH    1 1
 BM0452
 BM0452.Superseded values are not recommended for survey control.
 BM0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0452.See file dsdata.txt to determine how the superseded data were derived.
 BM0452
 BM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU709218(NAD 83)
 BM0452_MARKER: DB = BENCH MARK DISK
 BM0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0452_STAMPING: C 806 1953
 BM0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0452+STABILITY: SURFACE MOTION
 BM0452
 BM0452  HISTORY     - Date     Condition        Report By
 BM0452  HISTORY     - 1953     MONUMENTED       CGS
 BM0452  HISTORY     - 1973     GOOD             NGS
 BM0452  HISTORY     - 1978     GOOD             NGS
 BM0452
 BM0452                          STATION DESCRIPTION
 BM0452
 BM0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0452'4.35 MI NW FROM SMITHVILLE.
 BM0452'ABOUT 4.35 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0452'RAILROAD FROM THE CROSSING WITH STATE HIGHWAY 95 AT SMITHVILLE, 51.2
 BM0452'FEET SOUTHWEST OF THE 9TH TELEPHONE POLE SOUTHWEST OF THE MILEPOST 965
 BM0452'AT SOUTHWEST OF A LONG FILL AND ABOUT 50 FEET NORTHEAST OF THE
 BM0452'NORTHEAST END OF A SMALL CUT, 148.0 FEET EAST OF A LARGE FOUR-FORKED
 BM0452'OAK TREE ON THE NORTHWEST SIDE OF A DIRT ROAD, 45.6 FEET NORTHWEST OF
 BM0452'THE NORTHWEST RAIL, 97.0 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK
 BM0452'ROAD, AND 2.0 FEET SOUTHEAST OF A FENCE LINE, 1.0 FEET NORTHWEST OF A
 BM0452'METAL WITNESS POST AND ABOUT 3-FEET BELOW THE LEVEL OF THE TRACK. THE
 BM0452'DISK IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4-IN.
 BM0452
 BM0452                          STATION RECOVERY (1978)
 BM0452
 BM0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2166 ***********************************************************************
 AW2166  DESIGNATION -  C 806 X
 AW2166  PID         -  AW2166
 AW2166  STATE/COUNTY-  TX/FORT BEND
 AW2166  USGS QUAD   -  KATY (1980)
 AW2166
 AW2166                         *CURRENT SURVEY CONTROL
 AW2166  ___________________________________________________________________
 AW2166* NAD 83(1986)-  29 45 12.     (N)    095 50 08.     (W)     SCALED    
 AW2166* NAVD 88     -        40.260  (meters)     132.09   (feet)  ADJUSTED  
 AW2166  ___________________________________________________________________
 AW2166  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW2166  DYNAMIC HT  -          40.205 (meters)     131.91  (feet)  COMP
 AW2166  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 AW2166
 AW2166  VERT ORDER  -  FIRST     CLASS II
 AW2166
 AW2166.The horizontal coordinates were scaled from a topographic map and have
 AW2166.an estimated accuracy of +/- 6 seconds.
 AW2166
 AW2166.The orthometric height was determined by differential leveling
 AW2166.and adjusted by the National Geodetic Survey in June 1991..
 AW2166
 AW2166.The geoid height was determined by GEOID03.
 AW2166
 AW2166.The dynamic height is computed by dividing the NAVD 88
 AW2166.geopotential number by the normal gravity value computed on the
 AW2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2166.degrees latitude (g = 980.6199 gals.).
 AW2166
 AW2166.The modeled gravity was interpolated from observed gravity values.
 AW2166
 AW2166;                    North         East    Units  Estimated Accuracy
 AW2166;SPC TXSC     - 4,216,930.      906,010.      MT  (+/- 180 meters Scaled)
 AW2166
 AW2166                          SUPERSEDED SURVEY CONTROL
 AW2166
 AW2166  NGVD 29 (12/23/87)   40.249  (m)          132.05   (f) ADJUSTED    1 2
 AW2166
 AW2166.Superseded values are not recommended for survey control.
 AW2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2166.See file dsdata.txt to determine how the superseded data were derived.
 AW2166
 AW2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN257948(NAD 83)
 AW2166_MARKER: DB = BENCH MARK DISK
 AW2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2166_SP_SET: CONCRETE POST
 AW2166_STAMPING: C 806 X 1943
 AW2166_MARK LOGO: CGS   
 AW2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2166+STABILITY: SURFACE MOTION
 AW2166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2166+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AW2166
 AW2166  HISTORY     - Date     Condition        Report By
 AW2166  HISTORY     - 1943     MONUMENTED       CGS
 AW2166  HISTORY     - 1973     GOOD             NGS
 AW2166  HISTORY     - 1978     GOOD             NGS
 AW2166  HISTORY     - 1986     GOOD             NGS
 AW2166  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2166  HISTORY     - 20031213 GOOD             GEOCAC
 AW2166  HISTORY     - 20050222 GOOD             LJA
 AW2166
 AW2166                          STATION DESCRIPTION
 AW2166
 AW2166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2166'2.75 MI S FROM KATY.
 AW2166'2.75 MILES SOUTH ALONG PIN OAK ROAD FROM THE MISSOURI, KANSAS-TEXAS
 AW2166'RAILROAD STATION AT KATY, 0.15 MILE SOUTHWEST OF THE JUNCTION OF
 AW2166'GASTON ROAD SOUTHEAST, 3 POWER POLES NORTHEAST OF A POWER POLE BEARING
 AW2166'A TRANSFORMER, 35 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4
 AW2166'1/2 FEET NORTHWEST OF POWER POLE 333, 5.0 FEET SOUTHEAST OF A FENCE,
 AW2166'1.4 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 AW2166'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 AW2166'GROUND.
 AW2166
 AW2166                          STATION RECOVERY (1978)
 AW2166
 AW2166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2166'RECOVERED IN GOOD CONDITION.
 AW2166
 AW2166                          STATION RECOVERY (1986)
 AW2166
 AW2166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2166'RECOVERED IN GOOD CONDITION EXCEPT THE STAMPING IS C 806 X 1943.
 AW2166
 AW2166                          STATION RECOVERY (1994)
 AW2166
 AW2166'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2166'MARK NOT FOUND.
 AW2166
 AW2166                          STATION RECOVERY (2003)
 AW2166
 AW2166'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AW2166'FOUND IN GOOD CONDITION.  MARK IS 1 INCH BELOW GROUND LEVEL AND BURIED
 AW2166'IN BRUSH.  POWER POLE 333 IS NOW 4-FT HIGH STUMP--CURRENT POWER POLES
 AW2166'ARE NEWER THAN 1973.  WITNESS POST IS LAYING DOWN OVER MARK.  NOTE
 AW2166'THAT PIN OAK ROAD IS NOW KATY-FLEWELLEN ROAD.
 AW2166
 AW2166                          STATION RECOVERY (2005)
 AW2166
 AW2166'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW2166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4655 ***********************************************************************
 AW4655  DESIGNATION -  C 807
 AW4655  PID         -  AW4655
 AW4655  STATE/COUNTY-  TX/FORT BEND
 AW4655  USGS QUAD   -  FULSHEAR (1980)
 AW4655
 AW4655                         *CURRENT SURVEY CONTROL
 AW4655  ___________________________________________________________________
 AW4655* NAD 83(1986)-  29 42 05.     (N)    095 54 27.     (W)     SCALED    
 AW4655* NAVD 88     -        42.83   (+/-2cm)     140.5    (feet)  VERTCON   
 AW4655  ___________________________________________________________________
 AW4655  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW4655
 AW4655  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4655
 AW4655.The horizontal coordinates were scaled from a topographic map and have
 AW4655.an estimated accuracy of +/- 6 seconds.
 AW4655
 AW4655.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4655.The vertical order pertains to the NGVD 29 superseded value.
 AW4655
 AW4655.The geoid height was determined by GEOID03.
 AW4655
 AW4655;                    North         East    Units  Estimated Accuracy
 AW4655;SPC TXSC     - 4,210,990.      899,200.      MT  (+/- 180 meters Scaled)
 AW4655
 AW4655                          SUPERSEDED SURVEY CONTROL
 AW4655
 AW4655  NGVD 29 (??/??/92)   42.823  (m)          140.50   (f) ADJ UNCH    2 0
 AW4655
 AW4655.Superseded values are not recommended for survey control.
 AW4655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4655.See file dsdata.txt to determine how the superseded data were derived.
 AW4655
 AW4655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN186892(NAD 83)
 AW4655_MARKER: DB = BENCH MARK DISK
 AW4655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4655_STAMPING: C 807 1943
 AW4655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4655+STABILITY: SURFACE MOTION
 AW4655
 AW4655  HISTORY     - Date     Condition        Report By
 AW4655  HISTORY     - 1943     MONUMENTED       CGS
 AW4655  HISTORY     - 1954     MARK NOT FOUND   NGS
 AW4655  HISTORY     - 1954     MARK NOT FOUND   USGS
 AW4655  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4655
 AW4655                          STATION DESCRIPTION
 AW4655
 AW4655'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4655'1.1 MI NW FROM FULSHEAR.
 AW4655'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4655'STATION AT FULSHEAR-- PROCEED 1.1 MILES NORTHWESTERLY ALONG THE
 AW4655'BROOKSHIRE-FULSHIRE ROAD TO SITE OF BENCH MARK.  A STANDARD DISK,
 AW4655'STAMPED C 807 1943 AND SET IN THE TOP OF A CONCRETE POST.  BENCH MARK
 AW4655'IS ABOUT 0.1 MILE NORTHWEST OF THE NORTH CORNER OF A CEMETERY, AND
 AW4655'29.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AW4655'OF ROAD.  IT IS 22.0 FEET NORTHWEST OF A FENCE CORNER, 2.0 FEET
 AW4655'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET NORTHWEST OF A
 AW4655'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AW4655
 AW4655                          STATION RECOVERY (1954)
 AW4655
 AW4655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AW4655'MARK NOT FOUND.
 AW4655
 AW4655                          STATION RECOVERY (1954)
 AW4655
 AW4655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AW4655'MARK NOT FOUND.
 AW4655
 AW4655                          STATION RECOVERY (1995)
 AW4655
 AW4655'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0146 ***********************************************************************
 BN0146  DESIGNATION -  C 807
 BN0146  PID         -  BN0146
 BN0146  STATE/COUNTY-  TX/GILLESPIE
 BN0146  USGS QUAD   -  HYE (1961)
 BN0146
 BN0146                         *CURRENT SURVEY CONTROL
 BN0146  ___________________________________________________________________
 BN0146* NAD 83(1986)-  30 14 14.     (N)    098 37 10.     (W)     SCALED    
 BN0146* NAVD 88     -       430.619  (meters)    1412.79   (feet)  POSTED    
 BN0146  ___________________________________________________________________
 BN0146  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BN0146  DYNAMIC HT  -         430.020 (meters)    1410.82  (feet)  COMP
 BN0146  MODELED GRAV-     979,246.4   (mgal)                       NAVD 88
 BN0146
 BN0146  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0146
 BN0146.The horizontal coordinates were scaled from a topographic map and have
 BN0146.an estimated accuracy of +/- 6 seconds.
 BN0146
 BN0146.The orthometric height was determined by differential leveling
 BN0146.and adjusted by the National Geodetic Survey in 1992..
 BN0146.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0146.rate of 1.1 thru 2.0 mm/km.
 BN0146
 BN0146.The geoid height was determined by GEOID03.
 BN0146
 BN0146.The dynamic height is computed by dividing the NAVD 88
 BN0146.geopotential number by the normal gravity value computed on the
 BN0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0146.degrees latitude (g = 980.6199 gals.).
 BN0146
 BN0146.The modeled gravity was interpolated from observed gravity values.
 BN0146
 BN0146;                    North         East    Units  Estimated Accuracy
 BN0146;SPC TX C     - 3,064,520.      864,960.      MT  (+/- 180 meters Scaled)
 BN0146
 BN0146                          SUPERSEDED SURVEY CONTROL
 BN0146
 BN0146  NGVD 29 (??/??/92)  430.564  (m)         1412.61   (f) ADJ UNCH    2 0
 BN0146
 BN0146.Superseded values are not recommended for survey control.
 BN0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0146.See file dsdata.txt to determine how the superseded data were derived.
 BN0146
 BN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU366451(NAD 83)
 BN0146_MARKER: DB = BENCH MARK DISK
 BN0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0146_STAMPING: C 807 1953
 BN0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0146+STABILITY: SURFACE MOTION
 BN0146
 BN0146  HISTORY     - Date     Condition        Report By
 BN0146  HISTORY     - 1953     MONUMENTED       CGS
 BN0146  HISTORY     - 1964     GOOD             NGS
 BN0146  HISTORY     - 19930514 GOOD             USPSQD
 BN0146
 BN0146                          STATION DESCRIPTION
 BN0146
 BN0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BN0146'3.0 MI NE FROM STONEWALL.
 BN0146'FROM THE MAIN GATE ENTRANCE TO THE LBJ (PRESIDENT JOHNSON) RANCH ON
 BN0146'TEXAS RANCH ROAD 1 (PEDERNALES LOOP ROAD) GO EAST FOR 0.25 MILES TO
 BN0146'BLADED ROAD AND GATE ON RIGHT.  THE MARK IS 44 FEET EAST OF THE CENTER
 BN0146'LINE OF BLADED ROAD.  2.6 FEET WEST OF POWER POLE T.E.C. /SPC/.
 BN0146'L/462/453/75 AND IN THE NORTHEAST CORNER OF FIELD AT T-FENCE CORNER. A
 BN0146'STANDARD DISK, STAMPED C 807 1953 SET IN THE TOP OF A CONCRETE POST
 BN0146'FLUSH WITH THE GROUND.
 BN0146
 BN0146                          STATION RECOVERY (1993)
 BN0146
 BN0146'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0567 ***********************************************************************
 AY0567  DESIGNATION -  C 809
 AY0567  PID         -  AY0567
 AY0567  STATE/COUNTY-  TX/GUADALUPE
 AY0567  USGS QUAD   -  NEW BERLIN (1957)
 AY0567
 AY0567                         *CURRENT SURVEY CONTROL
 AY0567  ___________________________________________________________________
 AY0567* NAD 83(1986)-  29 24 58.     (N)    098 03 38.     (W)     SCALED    
 AY0567* NAVD 88     -       151.21   (+/-2cm)     496.1    (feet)  VERTCON   
 AY0567  ___________________________________________________________________
 AY0567  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AY0567
 AY0567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0567
 AY0567.The horizontal coordinates were scaled from a topographic map and have
 AY0567.an estimated accuracy of +/- 6 seconds.
 AY0567
 AY0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0567.The vertical order pertains to the NGVD 29 superseded value.
 AY0567
 AY0567.The geoid height was determined by GEOID03.
 AY0567
 AY0567;                    North         East    Units  Estimated Accuracy
 AY0567;SPC TXSC     - 4,175,780.      691,160.      MT  (+/- 180 meters Scaled)
 AY0567
 AY0567                          SUPERSEDED SURVEY CONTROL
 AY0567
 AY0567  NGVD 29 (??/??/92)  151.131  (m)          495.84   (f) ADJ UNCH    2 0
 AY0567
 AY0567.Superseded values are not recommended for survey control.
 AY0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0567.See file dsdata.txt to determine how the superseded data were derived.
 AY0567
 AY0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT911544(NAD 83)
 AY0567_MARKER: DB = BENCH MARK DISK
 AY0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0567_STAMPING: C 809 1943
 AY0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0567+STABILITY: SURFACE MOTION
 AY0567
 AY0567  HISTORY     - Date     Condition        Report By
 AY0567  HISTORY     - 1943     MONUMENTED       CGS
 AY0567  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0567  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0567
 AY0567                          STATION DESCRIPTION
 AY0567
 AY0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0567'7.85 MI NE FROM LAVERNIA.
 AY0567'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 4.2 MILES NORTHERLY
 AY0567'ALONG THE LAVERNIA-NEW BERLIN ROAD TO A CROSS ROAD INTERSECTION,
 AY0567'THENCE 3.65 MILES EASTERLY TO A SIDE ROAD INTERSECTION LEADING SOUTH
 AY0567'AND TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE WEST OF A
 AY0567'SIDE ROAD INTERSECTION LEADING NORTH, AND 52.0 FEET EAST OF THE
 AY0567'CENTERLINE OF THE SIDE ROAD INTERSECTION LEADING SOUTH. IT IS 25.6
 AY0567'FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD, 24.0
 AY0567'FEET EAST OF A FENCE CORNER, 2.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 AY0567'AND 3.8 FEET WEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS
 AY0567'0.5 FOOT.
 AY0567
 AY0567                          STATION RECOVERY (1999)
 AY0567
 AY0567'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0567'MARK NOT FOUND.
 AY0567
 AY0567                          STATION RECOVERY (2003)
 AY0567
 AY0567'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0253 ***********************************************************************
 BN0253  DESIGNATION -  C 81
 BN0253  PID         -  BN0253
 BN0253  STATE/COUNTY-  TX/MASON
 BN0253  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0253
 BN0253                         *CURRENT SURVEY CONTROL
 BN0253  ___________________________________________________________________
 BN0253* NAD 83(1986)-  30 32 44.     (N)    099 00 42.     (W)     SCALED    
 BN0253* NAVD 88     -       496.849  (meters)    1630.08   (feet)  ADJUSTED  
 BN0253  ___________________________________________________________________
 BN0253  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 BN0253  DYNAMIC HT  -         496.169 (meters)    1627.85  (feet)  COMP
 BN0253  MODELED GRAV-     979,254.9   (mgal)                       NAVD 88
 BN0253
 BN0253  VERT ORDER  -  FIRST     CLASS II
 BN0253
 BN0253.The horizontal coordinates were scaled from a topographic map and have
 BN0253.an estimated accuracy of +/- 6 seconds.
 BN0253
 BN0253.The orthometric height was determined by differential leveling
 BN0253.and adjusted by the National Geodetic Survey in June 1991..
 BN0253
 BN0253.The geoid height was determined by GEOID03.
 BN0253
 BN0253.The dynamic height is computed by dividing the NAVD 88
 BN0253.geopotential number by the normal gravity value computed on the
 BN0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0253.degrees latitude (g = 980.6199 gals.).
 BN0253
 BN0253.The modeled gravity was interpolated from observed gravity values.
 BN0253
 BN0253;                    North         East    Units  Estimated Accuracy
 BN0253;SPC TX C     - 3,098,180.      826,810.      MT  (+/- 180 meters Scaled)
 BN0253
 BN0253                          SUPERSEDED SURVEY CONTROL
 BN0253
 BN0253  NGVD 29 (??/??/92)  496.804  (m)         1629.93   (f) ADJ UNCH    1 2
 BN0253
 BN0253.Superseded values are not recommended for survey control.
 BN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0253.See file dsdata.txt to determine how the superseded data were derived.
 BN0253
 BN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU988792(NAD 83)
 BN0253_MARKER: DB = BENCH MARK DISK
 BN0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0253_STAMPING: C 81 1931
 BN0253_MARK LOGO: CGS   
 BN0253_PROJECTION: PROJECTING 10 CENTIMETERS
 BN0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0253+STABILITY: SURFACE MOTION
 BN0253
 BN0253  HISTORY     - Date     Condition        Report By
 BN0253  HISTORY     - 1931     MONUMENTED       CGS
 BN0253  HISTORY     - 1953     GOOD             NGS
 BN0253  HISTORY     - 1982     GOOD             NGS
 BN0253  HISTORY     - 19960212 MARK NOT FOUND   USPSQD
 BN0253  HISTORY     - 20030120 MARK NOT FOUND   USPSQD
 BN0253
 BN0253                          STATION DESCRIPTION
 BN0253
 BN0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0253'21.4 MI NW FROM FREDERICKSBURG.
 BN0253'21.4 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0253'FREDERICKSBURG, 0.2 MILE NORTH OF A PRIVATE DRIVEWAY LEADING EAST TO A
 BN0253'FARMHOUSE, 88 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET
 BN0253'WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, 2.0 MILES SOUTHEAST
 BN0253'OF BENCH MARK B 81, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BN0253'0.3 FOOT ABOVE THE GROUND.
 BN0253
 BN0253                          STATION RECOVERY (1982)
 BN0253
 BN0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0253'2.5 KM (1.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE SOUTH
 BN0253'JUNCTION OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY,
 BN0253'0.3 KM (0.2 MI) NORTH OF A PRIVATE DRIVEWAY LEADING EAST TO A FARM
 BN0253'HOUSE, 27.7 METERS (91.0 FT) WEST OF CENTERLINE OF THE HIGHWAY, AND
 BN0253'8.8 METERS (29.0 FT) WEST OF RIGHT-OF-WAY FENCE.
 BN0253'THE MARK IS 8.8 METERS  W FROM A WITNESS POST.
 BN0253'THE MARK IS 0.6 M BELOW HIGHWAY.
 BN0253
 BN0253                          STATION RECOVERY (1996)
 BN0253
 BN0253'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0253'MARK NOT FOUND.
 BN0253
 BN0253                          STATION RECOVERY (2003)
 BN0253
 BN0253'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4191 ***********************************************************************
 AW4191  DESIGNATION -  C 811
 AW4191  PID         -  AW4191
 AW4191  STATE/COUNTY-  TX/FORT BEND
 AW4191  USGS QUAD   -  NEEDVILLE (1980)
 AW4191
 AW4191                         *CURRENT SURVEY CONTROL
 AW4191  ___________________________________________________________________
 AW4191* NAD 83(1986)-  29 26 51.     (N)    095 49 31.     (W)     SCALED    
 AW4191* NAVD 88     -        26.46   (+/-2cm)      86.8    (feet)  VERTCON   
 AW4191  ___________________________________________________________________
 AW4191  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW4191
 AW4191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4191
 AW4191.The horizontal coordinates were scaled from a topographic map and have
 AW4191.an estimated accuracy of +/- 6 seconds.
 AW4191
 AW4191.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4191.The vertical order pertains to the NGVD 29 superseded value.
 AW4191
 AW4191.The geoid height was determined by GEOID03.
 AW4191
 AW4191;                    North         East    Units  Estimated Accuracy
 AW4191;SPC TXSC     - 4,183,070.      907,920.      MT  (+/- 180 meters Scaled)
 AW4191
 AW4191                          SUPERSEDED SURVEY CONTROL
 AW4191
 AW4191  NGVD 29 (??/??/92)   26.456  (m)           86.80   (f) ADJ UNCH    2 0
 AW4191
 AW4191.Superseded values are not recommended for survey control.
 AW4191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4191.See file dsdata.txt to determine how the superseded data were derived.
 AW4191
 AW4191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN259608(NAD 83)
 AW4191_MARKER: DB = BENCH MARK DISK
 AW4191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4191_SP_SET: CULVERT
 AW4191_STAMPING: C 811 1943
 AW4191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4191
 AW4191  HISTORY     - Date     Condition        Report By
 AW4191  HISTORY     - 1943     MONUMENTED       CGS
 AW4191  HISTORY     - 1959     GOOD             NGS
 AW4191  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4191  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4191  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4191
 AW4191                          STATION DESCRIPTION
 AW4191
 AW4191'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4191'7.9 MI S FROM ROSENBERG.
 AW4191'TO REACH FROM THE FIRST BAPTIST CHURCH AT ROSENBERG, PROCEED 7.9 MILES
 AW4191'SOUTHERLY ALONG STATE HIGHWAY NO.36 TO A CONCRETE CULVERT AND SITE OF
 AW4191'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH
 AW4191'END OF THE EAST HEADWALL OF A 4X16 FOOT FOUR WAY CONCRETE BOX CULVERT
 AW4191'UNDER THE HIGHWAY.  IT IS 15.6 FEET EAST OF AND ABOUT 0.6 FOOT ABOVE
 AW4191'THE CENTERLINE OF THE HIGHWAY.
 AW4191
 AW4191                          STATION RECOVERY (1959)
 AW4191
 AW4191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW4191'RECOVERED IN GOOD CONDITION.
 AW4191
 AW4191                          STATION RECOVERY (1988)
 AW4191
 AW4191'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4191'MARK NOT FOUND.
 AW4191
 AW4191                          STATION RECOVERY (1989)
 AW4191
 AW4191'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4191'MARK NOT FOUND.
 AW4191
 AW4191                          STATION RECOVERY (1995)
 AW4191
 AW4191'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4192 ***********************************************************************
 AW4192  DESIGNATION -  C 811 RESET
 AW4192  PID         -  AW4192
 AW4192  STATE/COUNTY-  TX/FORT BEND
 AW4192  USGS QUAD   -  NEEDVILLE (1980)
 AW4192
 AW4192                         *CURRENT SURVEY CONTROL
 AW4192  ___________________________________________________________________
 AW4192* NAD 83(1986)-  29 26 51.     (N)    095 49 31.     (W)     SCALED    
 AW4192* NAVD 88     -        25.485  (meters)      83.61   (feet)  ADJUSTED  
 AW4192  ___________________________________________________________________
 AW4192  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW4192  DYNAMIC HT  -          25.449 (meters)      83.49  (feet)  COMP
 AW4192  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 AW4192
 AW4192  VERT ORDER  -  FIRST     CLASS II
 AW4192
 AW4192.The horizontal coordinates were scaled from a topographic map and have
 AW4192.an estimated accuracy of +/- 6 seconds.
 AW4192
 AW4192.The orthometric height was determined by differential leveling
 AW4192.and adjusted by the National Geodetic Survey in June 1991..
 AW4192
 AW4192.The geoid height was determined by GEOID03.
 AW4192
 AW4192.The dynamic height is computed by dividing the NAVD 88
 AW4192.geopotential number by the normal gravity value computed on the
 AW4192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4192.degrees latitude (g = 980.6199 gals.).
 AW4192
 AW4192.The modeled gravity was interpolated from observed gravity values.
 AW4192
 AW4192;                    North         East    Units  Estimated Accuracy
 AW4192;SPC TXSC     - 4,183,070.      907,920.      MT  (+/- 180 meters Scaled)
 AW4192
 AW4192                          SUPERSEDED SURVEY CONTROL
 AW4192
 AW4192  NGVD 29 (12/23/87)   25.481  (m)           83.60   (f) ADJUSTED    1 2
 AW4192
 AW4192.Superseded values are not recommended for survey control.
 AW4192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4192.See file dsdata.txt to determine how the superseded data were derived.
 AW4192
 AW4192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN259608(NAD 83)
 AW4192_MARKER: DB = BENCH MARK DISK
 AW4192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4192_SP_SET: CONCRETE POST
 AW4192_STAMPING: C 811 RESET 1959
 AW4192_MARK LOGO: CGS   
 AW4192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4192+STABILITY: SURFACE MOTION
 AW4192
 AW4192  HISTORY     - Date     Condition        Report By
 AW4192  HISTORY     - 1959     MONUMENTED       CGS
 AW4192  HISTORY     - 1973     GOOD             NGS
 AW4192  HISTORY     - 1986     GOOD             NGS
 AW4192  HISTORY     - 1987     GOOD             USPSQD
 AW4192  HISTORY     - 19950108 GOOD             USPSQD
 AW4192
 AW4192                          STATION DESCRIPTION
 AW4192
 AW4192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4192'3.7 MI N FROM NEEDVILLE.
 AW4192'3.7 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF FARM ROAD
 AW4192'360 AT NEEDVILLE, 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD SOUTHEAST,
 AW4192'AT THE CROSSING OF A DITCH, 55 FEET EAST OF THE CENTER LINE OF THE
 AW4192'HIGHWAY, 48.8 FEET SOUTHEAST OF THE SOUTH END OF THE EAST HEADWALL OF
 AW4192'A LARGE CULVERT, 4 FEET EAST OF THE FIRST POWER POLE SOUTH OF A POWER
 AW4192'POLE BEARING A TRANSFORMER, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 1
 AW4192'1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 AW4192'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW4192
 AW4192                          STATION RECOVERY (1986)
 AW4192
 AW4192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4192'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4192'ADD--27.4 METERS (90.0 FT) SOUTHEAST OF BENCH MARK G 1219.
 AW4192
 AW4192                          STATION RECOVERY (1987)
 AW4192
 AW4192'RECOVERY NOTE BY US POWER SQUADRON 1987 (GFW)
 AW4192'RECOVERED IN GOOD CONDITION.
 AW4192
 AW4192                          STATION RECOVERY (1995)
 AW4192
 AW4192'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4244 ***********************************************************************
 AW4244  DESIGNATION -  C 812
 AW4244  PID         -  AW4244
 AW4244  STATE/COUNTY-  TX/FORT BEND
 AW4244  USGS QUAD   -  SMITHERS LAKE (1980)
 AW4244
 AW4244                         *CURRENT SURVEY CONTROL
 AW4244  ___________________________________________________________________
 AW4244* NAD 83(1986)-  29 28 55.     (N)    095 37 56.     (W)     SCALED    
 AW4244* NAVD 88     -        22.11   (+/-2cm)      72.5    (feet)  VERTCON   
 AW4244  ___________________________________________________________________
 AW4244  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4244
 AW4244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4244
 AW4244.The horizontal coordinates were scaled from a topographic map and have
 AW4244.an estimated accuracy of +/- 6 seconds.
 AW4244
 AW4244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4244.The vertical order pertains to the NGVD 29 superseded value.
 AW4244
 AW4244.The geoid height was determined by GEOID03.
 AW4244
 AW4244;                    North         East    Units  Estimated Accuracy
 AW4244;SPC TXSC     - 4,187,410.      926,530.      MT  (+/- 180 meters Scaled)
 AW4244
 AW4244                          SUPERSEDED SURVEY CONTROL
 AW4244
 AW4244  NGVD 29 (??/??/92)   22.101  (m)           72.51   (f) ADJ UNCH    2 0
 AW4244
 AW4244.Superseded values are not recommended for survey control.
 AW4244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4244.See file dsdata.txt to determine how the superseded data were derived.
 AW4244
 AW4244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN447642(NAD 83)
 AW4244_MARKER: DB = BENCH MARK DISK
 AW4244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4244_STAMPING: C 812 1943
 AW4244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4244+STABILITY: SURFACE MOTION
 AW4244
 AW4244  HISTORY     - Date     Condition        Report By
 AW4244  HISTORY     - 1943     MONUMENTED       CGS
 AW4244  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4244  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4244  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW4244  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW4244
 AW4244                          STATION DESCRIPTION
 AW4244
 AW4244'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4244'3.1 MI SW FROM THOMPSONS.
 AW4244'TO REACH FROM THE SCHOOL BUILDING AT THOMPSONS, PROCEED 3.1 MILES
 AW4244'SOUTHWESTERLY ALONG THE GUY - THOMPSONS ROAD TO SITE OF BENCH MARK.
 AW4244'BENCH MARK IS 0.1 MILE NORTHEAST OF AND ACROSS THE ROAD FROM A SMALL
 AW4244'FRAME FARM HOUSE.  IT IS 38.0 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT
 AW4244'BELOW THE CENTERLINE OF THE ROAD, 33.5 FEET SOUTHWEST OF THE
 AW4244'CENTERLINE OF AN IRRIGATION DITCH LEADING NORTHWEST ACROSS THE ROAD
 AW4244'AND INTO A RICE FIELD.  MONUMENT IS 2.1 FEET SOUTHWEST OF A 4X4 INCH
 AW4244'WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND, AND
 AW4244'SET IN A CONCRETE POST.
 AW4244
 AW4244                          STATION RECOVERY (1973)
 AW4244
 AW4244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4244'MARK NOT FOUND.
 AW4244
 AW4244                          STATION RECOVERY (1996)
 AW4244
 AW4244'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4244'MARK NOT FOUND.
 AW4244
 AW4244                          STATION RECOVERY (1998)
 AW4244
 AW4244'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4244'MARK NOT FOUND.
 AW4244
 AW4244                          STATION RECOVERY (1998)
 AW4244
 AW4244'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0104 ***********************************************************************
 AX0104  DESIGNATION -  C 813
 AX0104  PID         -  AX0104
 AX0104  STATE/COUNTY-  TX/COLORADO
 AX0104  USGS QUAD   -  EAGLE LAKE (1981)
 AX0104
 AX0104                         *CURRENT SURVEY CONTROL
 AX0104  ___________________________________________________________________
 AX0104* NAD 83(1986)-  29 34 39.     (N)    096 18 42.     (W)     SCALED    
 AX0104* NAVD 88     -        53.23   (+/-2cm)     174.6    (feet)  VERTCON   
 AX0104  ___________________________________________________________________
 AX0104  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0104
 AX0104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0104
 AX0104.The horizontal coordinates were scaled from a topographic map and have
 AX0104.an estimated accuracy of +/- 6 seconds.
 AX0104
 AX0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0104.The vertical order pertains to the NGVD 29 superseded value.
 AX0104
 AX0104.The geoid height was determined by GEOID03.
 AX0104
 AX0104;                    North         East    Units  Estimated Accuracy
 AX0104;SPC TXSC     - 4,196,290.      860,420.      MT  (+/- 180 meters Scaled)
 AX0104
 AX0104                          SUPERSEDED SURVEY CONTROL
 AX0104
 AX0104  NGVD 29 (??/??/92)   53.223  (m)          174.62   (f) ADJ UNCH    2 0
 AX0104
 AX0104.Superseded values are not recommended for survey control.
 AX0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0104.See file dsdata.txt to determine how the superseded data were derived.
 AX0104
 AX0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT604749(NAD 83)
 AX0104_MARKER: DB = BENCH MARK DISK
 AX0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0104_SP_SET: CULVERT
 AX0104_STAMPING: C 813 1943
 AX0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0104
 AX0104  HISTORY     - Date     Condition        Report By
 AX0104  HISTORY     - 1943     MONUMENTED       CGS
 AX0104
 AX0104                          STATION DESCRIPTION
 AX0104
 AX0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0104'1.7 MI E FROM EAGLE LAKE.
 AX0104'1.7 MILES EAST ALONG U.S. HIGHWAY 90 A FROM THE TOWN SQUARE AT EAGLE
 AX0104'LAKE, COLORADO COUNTY, AT A 3- BY 10-FOOT CONCRETE BOX CULVERT UNDER
 AX0104'THE HIGHWAY, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, 12.3
 AX0104'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 AX0104'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 813 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0399 ***********************************************************************
 AX0399  DESIGNATION -  C 814
 AX0399  PID         -  AX0399
 AX0399  STATE/COUNTY-  TX/WHARTON
 AX0399  USGS QUAD   -  EGYPT (1980)
 AX0399
 AX0399                         *CURRENT SURVEY CONTROL
 AX0399  ___________________________________________________________________
 AX0399* NAD 83(1986)-  29 23 56.     (N)    096 13 19.     (W)     SCALED    
 AX0399* NAVD 88     -        39.21   (+/-2cm)     128.6    (feet)  VERTCON   
 AX0399  ___________________________________________________________________
 AX0399  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0399
 AX0399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0399
 AX0399.The horizontal coordinates were scaled from a topographic map and have
 AX0399.an estimated accuracy of +/- 6 seconds.
 AX0399
 AX0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0399.The vertical order pertains to the NGVD 29 superseded value.
 AX0399
 AX0399.The geoid height was determined by GEOID03.
 AX0399
 AX0399;                    North         East    Units  Estimated Accuracy
 AX0399;SPC TXSC     - 4,176,710.      869,580.      MT  (+/- 180 meters Scaled)
 AX0399
 AX0399                          SUPERSEDED SURVEY CONTROL
 AX0399
 AX0399  NGVD 29 (??/??/92)   39.205  (m)          128.63   (f) ADJ UNCH    2 0
 AX0399
 AX0399.Superseded values are not recommended for survey control.
 AX0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0399.See file dsdata.txt to determine how the superseded data were derived.
 AX0399
 AX0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT695553(NAD 83)
 AX0399_MARKER: DB = BENCH MARK DISK
 AX0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0399_STAMPING: C 814 1943
 AX0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0399+STABILITY: SURFACE MOTION
 AX0399
 AX0399  HISTORY     - Date     Condition        Report By
 AX0399  HISTORY     - 1943     MONUMENTED       CGS
 AX0399
 AX0399                          STATION DESCRIPTION
 AX0399
 AX0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0399'1.0 MI E FROM EGYPT.
 AX0399'TO REACH FROM THE POST OFFICE AT EGYPT, PROCEED 1.0 MILE EASTERLY
 AX0399'ALONG THE EGYPT - HUNGERFORD ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX0399'IS 39.5 FEET NORTH OF AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF THE
 AX0399'ROAD.  IT IS 0.5 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE. MONUMENT
 AX0399'IS 2.4 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AX0399'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0168 ***********************************************************************
 AX0168  DESIGNATION -  C 815 RESET 1960
 AX0168  PID         -  AX0168
 AX0168  STATE/COUNTY-  TX/COLORADO
 AX0168  USGS QUAD   -  ALLEYTON (1981)
 AX0168
 AX0168                         *CURRENT SURVEY CONTROL
 AX0168  ___________________________________________________________________
 AX0168* NAD 83(1986)-  29 43 28.     (N)    096 25 02.     (W)     SCALED    
 AX0168* NAVD 88     -        86.48   (+/-2cm)     283.7    (feet)  VERTCON   
 AX0168  ___________________________________________________________________
 AX0168  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX0168
 AX0168  VERT ORDER  -  THIRD (See Below)
 AX0168
 AX0168.The horizontal coordinates were scaled from a topographic map and have
 AX0168.an estimated accuracy of +/- 6 seconds.
 AX0168
 AX0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0168.The vertical order pertains to the NGVD 29 superseded value.
 AX0168
 AX0168.The geoid height was determined by GEOID03.
 AX0168
 AX0168;                    North         East    Units  Estimated Accuracy
 AX0168;SPC TXSC     - 4,212,350.      849,840.      MT  (+/- 180 meters Scaled)
 AX0168
 AX0168                          SUPERSEDED SURVEY CONTROL
 AX0168
 AX0168  NGVD 29 (??/??/??)   86.46   (m)          283.7    (f) RESET       3  
 AX0168
 AX0168.Superseded values are not recommended for survey control.
 AX0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0168.See file dsdata.txt to determine how the superseded data were derived.
 AX0168
 AX0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT498910(NAD 83)
 AX0168_MARKER: DB = BENCH MARK DISK
 AX0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0168_STAMPING: C 815 RESET 1960
 AX0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0168+STABILITY: SURFACE MOTION
 AX0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0168+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX0168
 AX0168  HISTORY     - Date     Condition        Report By
 AX0168  HISTORY     - 1960     MONUMENTED       CGS
 AX0168  HISTORY     - 19910608 GOOD             USPSQD
 AX0168  HISTORY     - 20050318 GOOD             USPSQD
 AX0168
 AX0168                          STATION DESCRIPTION
 AX0168
 AX0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AX0168'4.5 MI NE FROM ALLEYTON.
 AX0168'4.5 MILES NORTHEAST OF ALLEYTON AT THE NORTHEAST POINT OF THE JUNCTION
 AX0168'OF INTERSTATE 10 HIGHWAY AND FM. ROAD 949.  IT IS IN THE NORTHEAST
 AX0168'RIGHT-OF-WAY FENCE LINE OF FM 949, 12 FEET NORTHWEST OF THE NORTHWEST
 AX0168'GATE POST AT A GATE ENTERING A PASTURE, ABOUT 50 YARDS NORTHWEST OF A
 AX0168'SMALL WHITE HOUSE AND ACROSS THE FM. ROAD NORTH ABOUT 50 YARDS FROM
 AX0168'THE WEGENHOFT STORE AND GAS STATION.  IT IS ON THE NORTH SIDE OF
 AX0168'INTERSTATE 10.  A STANDARD DISK, SET IN A CONCRETE POST PROJECTING
 AX0168'ABOUT 6 INCHES.
 AX0168
 AX0168                          STATION RECOVERY (1991)
 AX0168
 AX0168'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0168'RECOVERED IN GOOD CONDITION.
 AX0168
 AX0168                          STATION RECOVERY (2005)
 AX0168
 AX0168'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0147 ***********************************************************************
 AX0147  DESIGNATION -  C 816
 AX0147  PID         -  AX0147
 AX0147  STATE/COUNTY-  TX/AUSTIN
 AX0147  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0147
 AX0147                         *CURRENT SURVEY CONTROL
 AX0147  ___________________________________________________________________
 AX0147* NAD 83(1986)-  29 40 23.     (N)    096 15 15.     (W)     SCALED    
 AX0147* NAVD 88     -        54.27   (+/-2cm)     178.1    (feet)  VERTCON   
 AX0147  ___________________________________________________________________
 AX0147  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0147
 AX0147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0147
 AX0147.The horizontal coordinates were scaled from a topographic map and have
 AX0147.an estimated accuracy of +/- 6 seconds.
 AX0147
 AX0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0147.The vertical order pertains to the NGVD 29 superseded value.
 AX0147
 AX0147.The geoid height was determined by GEOID03.
 AX0147
 AX0147;                    North         East    Units  Estimated Accuracy
 AX0147;SPC TXSC     - 4,207,010.      865,740.      MT  (+/- 180 meters Scaled)
 AX0147
 AX0147                          SUPERSEDED SURVEY CONTROL
 AX0147
 AX0147  NGVD 29 (??/??/92)   54.252  (m)          177.99   (f) ADJ UNCH    2 0
 AX0147
 AX0147.Superseded values are not recommended for survey control.
 AX0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0147.See file dsdata.txt to determine how the superseded data were derived.
 AX0147
 AX0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT657857(NAD 83)
 AX0147_MARKER: DB = BENCH MARK DISK
 AX0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0147_STAMPING: C 816 1943
 AX0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0147+STABILITY: SURFACE MOTION
 AX0147
 AX0147  HISTORY     - Date     Condition        Report By
 AX0147  HISTORY     - 1943     MONUMENTED       CGS
 AX0147  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0147
 AX0147                          STATION DESCRIPTION
 AX0147
 AX0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0147'10.0 MI SW FROM SEALY.
 AX0147'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD FREIGHT STATION
 AX0147'AT SEALY, PROCEED 10.0 MILES SOUTHWESTERLY ALONG THE TRACK TO MILE
 AX0147'POST NO. 10 AT BEARD SIDING AND STOCK PEN AND SITE OF BENCH MARK.
 AX0147'BENCH MARK IS 0.4 MILE NORTHEAST OF THE AUSTIN-COLORADO COUNTY LINE.
 AX0147'IT IS 97.3 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MILE POST NO.
 AX0147'10, 49.3 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AX0147'THE MAIN TRACK, 1.2 FOOT NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY
 AX0147'FENCE.  MONUMENT IS 2.5 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN
 AX0147'MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.  A STANDARD DISK
 AX0147'SET IN A CONCRETE POST.  NOTE-- THIS BENCH MARK IS ALSO 7.3 MILES
 AX0147'NORTHEAST OF THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE. A TOWN
 AX0147'IN COLORADO COUNTY.
 AX0147
 AX0147                          STATION RECOVERY (1999)
 AX0147
 AX0147'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0177 ***********************************************************************
 AX0177  DESIGNATION -  C 817
 AX0177  PID         -  AX0177
 AX0177  STATE/COUNTY-  TX/COLORADO
 AX0177  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0177
 AX0177                         *CURRENT SURVEY CONTROL
 AX0177  ___________________________________________________________________
 AX0177* NAD 83(1986)-  29 38 37.     (N)    096 18 37.     (W)     SCALED    
 AX0177* NAVD 88     -        53.96   (+/-2cm)     177.0    (feet)  VERTCON   
 AX0177  ___________________________________________________________________
 AX0177  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0177
 AX0177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0177
 AX0177.The horizontal coordinates were scaled from a topographic map and have
 AX0177.an estimated accuracy of +/- 6 seconds.
 AX0177
 AX0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0177.The vertical order pertains to the NGVD 29 superseded value.
 AX0177
 AX0177.The geoid height was determined by GEOID03.
 AX0177
 AX0177;                    North         East    Units  Estimated Accuracy
 AX0177;SPC TXSC     - 4,203,620.      860,390.      MT  (+/- 180 meters Scaled)
 AX0177
 AX0177                          SUPERSEDED SURVEY CONTROL
 AX0177
 AX0177  NGVD 29 (??/??/92)   53.943  (m)          176.98   (f) ADJ UNCH    2 0
 AX0177
 AX0177.Superseded values are not recommended for survey control.
 AX0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0177.See file dsdata.txt to determine how the superseded data were derived.
 AX0177
 AX0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT603823(NAD 83)
 AX0177_MARKER: DB = BENCH MARK DISK
 AX0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0177_SP_SET: BRIDGE
 AX0177_STAMPING: C 817 1943
 AX0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0177
 AX0177  HISTORY     - Date     Condition        Report By
 AX0177  HISTORY     - 1943     MONUMENTED       CGS
 AX0177  HISTORY     - 20050825 GOOD             USPSQD
 AX0177
 AX0177                          STATION DESCRIPTION
 AX0177
 AX0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0177'6.5 MI N FROM EAGLE LAKE.
 AX0177'3.2 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AX0177'THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE, THENCE 3.3 MILES
 AX0177'NORTHWEST ALONG A GRAVEL ROAD.  AT A 60-FOOT CONCRETE BRIDGE OVER A
 AX0177'CREEK, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL, 11.4
 AX0177'FEET EAST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.
 AX0177
 AX0177                          STATION RECOVERY (2005)
 AX0177
 AX0177'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 AX0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4436 ***********************************************************************
 AW4436  DESIGNATION -  C 818
 AW4436  PID         -  AW4436
 AW4436  STATE/COUNTY-  TX/FORT BEND
 AW4436  USGS QUAD   -  KENDLETON (1981)
 AW4436
 AW4436                         *CURRENT SURVEY CONTROL
 AW4436  ___________________________________________________________________
 AW4436* NAD 83(1986)-  29 27 07.     (N)    095 59 34.     (W)     SCALED    
 AW4436* NAVD 88     -        29.05   (+/-2cm)      95.3    (feet)  VERTCON   
 AW4436  ___________________________________________________________________
 AW4436  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4436
 AW4436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4436
 AW4436.The horizontal coordinates were scaled from a topographic map and have
 AW4436.an estimated accuracy of +/- 6 seconds.
 AW4436
 AW4436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4436.The vertical order pertains to the NGVD 29 superseded value.
 AW4436
 AW4436.The geoid height was determined by GEOID03.
 AW4436
 AW4436;                    North         East    Units  Estimated Accuracy
 AW4436;SPC TXSC     - 4,183,140.      891,670.      MT  (+/- 180 meters Scaled)
 AW4436
 AW4436                          SUPERSEDED SURVEY CONTROL
 AW4436
 AW4436  NGVD 29 (??/??/92)   29.05   (m)           95.3    (f) COMPUTED    2 0
 AW4436
 AW4436.Superseded values are not recommended for survey control.
 AW4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4436.See file dsdata.txt to determine how the superseded data were derived.
 AW4436
 AW4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN097617(NAD 83)
 AW4436_MARKER: DB = BENCH MARK DISK
 AW4436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4436_SP_SET: BRIDGE
 AW4436_STAMPING: C 818 1943
 AW4436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4436
 AW4436  HISTORY     - Date     Condition        Report By
 AW4436  HISTORY     - 1943     MONUMENTED       CGS
 AW4436  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4436  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4436  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4436
 AW4436                          STATION DESCRIPTION
 AW4436
 AW4436'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4436'13.7 MI SW FROM ROSENBERG.
 AW4436'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW4436'PASSENGER STATION AT ROSENBERG, PROCEED 13.7 MILES SOUTHWESTERLY ALONG
 AW4436'THE TRACK TO RAILROAD TRESSEL NO. 13.09 AND SITE OF BENCH MARK. BENCH
 AW4436'MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTHWEST END OF THE
 AW4436'NORTHWEST HEADWALL OF A 92.5 FOOT CONCRETE HIGHWAY BRIDGE.  IT IS 0.1
 AW4436'MILE SOUTHWEST OF MILE POST NO. 13, 0.1 MILE NORTHEAST OF THE TEXAS
 AW4436'AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD STATION AT KENDLETON, 92.0
 AW4436'FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AW4436'THE TRACK AT THE SOUTHWEST END OF RAILROAD TRESSEL NO. 13.09, 11.0
 AW4436'FEET NORTHWEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF U.S.
 AW4436'HIGHWAY NO. 59.
 AW4436
 AW4436                          STATION RECOVERY (1995)
 AW4436
 AW4436'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4436'MARK NOT FOUND.
 AW4436
 AW4436                          STATION RECOVERY (1997)
 AW4436
 AW4436'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4436'MARK NOT FOUND.
 AW4436
 AW4436                          STATION RECOVERY (1998)
 AW4436
 AW4436'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4437 ***********************************************************************
 AW4437  DESIGNATION -  C 818 RESET
 AW4437  PID         -  AW4437
 AW4437  STATE/COUNTY-  TX/FORT BEND
 AW4437  USGS QUAD   -  KENDLETON (1981)
 AW4437
 AW4437                         *CURRENT SURVEY CONTROL
 AW4437  ___________________________________________________________________
 AW4437* NAD 83(1986)-  29 27 06.     (N)    095 59 35.     (W)     SCALED    
 AW4437* NAVD 88     -        28.705  (meters)      94.18   (feet)  ADJUSTED  
 AW4437  ___________________________________________________________________
 AW4437  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4437  DYNAMIC HT  -          28.665 (meters)      94.05  (feet)  COMP
 AW4437  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 AW4437
 AW4437  VERT ORDER  -  FIRST     CLASS I
 AW4437
 AW4437.The horizontal coordinates were scaled from a topographic map and have
 AW4437.an estimated accuracy of +/- 6 seconds.
 AW4437
 AW4437.The orthometric height was determined by differential leveling
 AW4437.and adjusted by the National Geodetic Survey in June 1991..
 AW4437
 AW4437.The geoid height was determined by GEOID03.
 AW4437
 AW4437.The dynamic height is computed by dividing the NAVD 88
 AW4437.geopotential number by the normal gravity value computed on the
 AW4437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4437.degrees latitude (g = 980.6199 gals.).
 AW4437
 AW4437.The modeled gravity was interpolated from observed gravity values.
 AW4437
 AW4437;                    North         East    Units  Estimated Accuracy
 AW4437;SPC TXSC     - 4,183,100.      891,640.      MT  (+/- 180 meters Scaled)
 AW4437
 AW4437                          SUPERSEDED SURVEY CONTROL
 AW4437
 AW4437  NGVD 29 (12/23/87)   28.704  (m)           94.17   (f) ADJUSTED    1 1
 AW4437
 AW4437.Superseded values are not recommended for survey control.
 AW4437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4437.See file dsdata.txt to determine how the superseded data were derived.
 AW4437
 AW4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN096617(NAD 83)
 AW4437_MARKER: DD = SURVEY DISK
 AW4437_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW4437_SP_SET: BRIDGE ABUTMENT
 AW4437_STAMPING: C 818 RESET 1946
 AW4437_MARK LOGO: TXHD  
 AW4437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4437
 AW4437  HISTORY     - Date     Condition        Report By
 AW4437  HISTORY     - 1946     MONUMENTED       TXHD
 AW4437  HISTORY     - 1987     GOOD             NGS
 AW4437  HISTORY     - 1990     GOOD             USPSQD
 AW4437  HISTORY     - 19951210 GOOD             USPSQD
 AW4437  HISTORY     - 19971122 GOOD             USPSQD
 AW4437  HISTORY     - 19980207 GOOD             USPSQD
 AW4437
 AW4437                          STATION DESCRIPTION
 AW4437
 AW4437'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1946
 AW4437'0.1 MI NE FROM KENDLETON.
 AW4437'0.1 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AW4437'STATION AT KENDLETON, FORT BEND COUNTY, 0.1 MILE SOUTHWEST OF MILEPOST
 AW4437'13, OPPOSITE TRESTLE 13.09, AT THE U.S. HIGHWAY 59 CONCRETE BRIDGE
 AW4437'OVER BROOKS BRANCH, IN THE WEST CORNER OF THE SOUTHWEST U-SHAPED
 AW4437'ABUTMENT AND 20.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY. A
 AW4437'STANDARD DISK, STAMPED C 818 RESET 1946.
 AW4437
 AW4437                          STATION RECOVERY (1987)
 AW4437
 AW4437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4437'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.86 KM (0.53
 AW4437'MI) NORTHEAST ALONG BUSINESS ROUTE 59 FROM THE JUNCTION OF FM ROAD
 AW4437'2919 IN KENDLETON, IN TOP AND 0.3 METER (1.0 FT) NORTHEAST OF THE WEST
 AW4437'CORNER OF THE SOUTHWEST ABUTMENT OF A BRIDGE OVER BROOKS BRANCH,
 AW4437'6.2 METERS (20.5 FT) NORTHWEST OF THE CENTERLINE OF BUSINESS ROUTE 59.
 AW4437'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW4437
 AW4437                          STATION RECOVERY (1990)
 AW4437
 AW4437'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW4437'RECOVERED IN GOOD CONDITION.
 AW4437
 AW4437                          STATION RECOVERY (1995)
 AW4437
 AW4437'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4437'RECOVERED IN GOOD CONDITION.
 AW4437
 AW4437                          STATION RECOVERY (1997)
 AW4437
 AW4437'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4437'RECOVERED IN GOOD CONDITION.
 AW4437
 AW4437                          STATION RECOVERY (1998)
 AW4437
 AW4437'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1095 ***********************************************************************
 AX1095  DESIGNATION -  C 819
 AX1095  PID         -  AX1095
 AX1095  STATE/COUNTY-  TX/FAYETTE
 AX1095  USGS QUAD   -  WEIMAR (1981)
 AX1095
 AX1095                         *CURRENT SURVEY CONTROL
 AX1095  ___________________________________________________________________
 AX1095* NAD 83(1986)-  29 41 54.     (N)    096 49 24.     (W)     SCALED    
 AX1095* NAVD 88     -       107.47   (+/-2cm)     352.6    (feet)  VERTCON   
 AX1095  ___________________________________________________________________
 AX1095  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX1095
 AX1095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1095
 AX1095.The horizontal coordinates were scaled from a topographic map and have
 AX1095.an estimated accuracy of +/- 6 seconds.
 AX1095
 AX1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1095.The vertical order pertains to the NGVD 29 superseded value.
 AX1095
 AX1095.The geoid height was determined by GEOID03.
 AX1095
 AX1095;                    North         East    Units  Estimated Accuracy
 AX1095;SPC TXSC     - 4,208,650.      810,610.      MT  (+/- 180 meters Scaled)
 AX1095
 AX1095                          SUPERSEDED SURVEY CONTROL
 AX1095
 AX1095  NGVD 29 (??/??/92)  107.441  (m)          352.50   (f) ADJ UNCH    2 0
 AX1095
 AX1095.Superseded values are not recommended for survey control.
 AX1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1095.See file dsdata.txt to determine how the superseded data were derived.
 AX1095
 AX1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT105873(NAD 83)
 AX1095_MARKER: DB = BENCH MARK DISK
 AX1095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1095_SP_SET: CULVERT
 AX1095_STAMPING: C 819 1943
 AX1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1095+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1095
 AX1095  HISTORY     - Date     Condition        Report By
 AX1095  HISTORY     - 1943     MONUMENTED       CGS
 AX1095  HISTORY     - 1970     GOOD             TXHD
 AX1095  HISTORY     - 1987     GOOD             USPSQD
 AX1095  HISTORY     - 1987     GOOD             USPSQD
 AX1095  HISTORY     - 1990     GOOD             USPSQD
 AX1095  HISTORY     - 19970608 GOOD             USPSQD
 AX1095  HISTORY     - 20020727 GOOD             USPSQD
 AX1095  HISTORY     - 20040318 GOOD             USPSQD
 AX1095  HISTORY     - 20050318 GOOD             USPSQD
 AX1095
 AX1095                          STATION DESCRIPTION
 AX1095
 AX1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1095'2.75 MI W FROM WEIMAR.
 AX1095'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 2.75 MILES WESTERLY
 AX1095'ALONG U.S. HIGHWAY NO. 90 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1095'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE WEST END OF
 AX1095'THE NORTH HEADWALL OF A 2.5 FOOT CONCRETE PIPE CULVERT UNDER THE
 AX1095'HIGHWAY.  IT IS 24.3 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AX1095'CENTERLINE OF THE HIGHWAY.
 AX1095
 AX1095                          STATION RECOVERY (1970)
 AX1095
 AX1095'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1095'RECOVERED IN GOOD CONDITION.
 AX1095
 AX1095                          STATION RECOVERY (1987)
 AX1095
 AX1095'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1095'RECOVERED IN GOOD CONDITION.
 AX1095
 AX1095                          STATION RECOVERY (1987)
 AX1095
 AX1095'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1095'RECOVERED IN GOOD CONDITION.
 AX1095
 AX1095                          STATION RECOVERY (1990)
 AX1095
 AX1095'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX1095'RECOVERED IN GOOD CONDITION.
 AX1095
 AX1095                          STATION RECOVERY (1997)
 AX1095
 AX1095'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1095'RECOVERED IN GOOD CONDITION.
 AX1095
 AX1095                          STATION RECOVERY (2002)
 AX1095
 AX1095'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1095'RECOVERED IN GOOD CONDITION.
 AX1095
 AX1095                          STATION RECOVERY (2004)
 AX1095
 AX1095'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1095'RECOVERED IN GOOD CONDITION.
 AX1095
 AX1095                          STATION RECOVERY (2005)
 AX1095
 AX1095'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0913 ***********************************************************************
 AY0913  DESIGNATION -  C 82
 AY0913  PID         -  AY0913
 AY0913  STATE/COUNTY-  TX/KENDALL
 AY0913  USGS QUAD   -  WARING (1982)
 AY0913
 AY0913                         *CURRENT SURVEY CONTROL
 AY0913  ___________________________________________________________________
 AY0913* NAD 83(1986)-  29 58 35.     (N)    098 50 57.     (W)     SCALED    
 AY0913* NAVD 88     -       417.885  (meters)    1371.01   (feet)  ADJUSTED  
 AY0913  ___________________________________________________________________
 AY0913  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY0913  DYNAMIC HT  -         417.290 (meters)    1369.06  (feet)  COMP
 AY0913  MODELED GRAV-     979,206.9   (mgal)                       NAVD 88
 AY0913
 AY0913  VERT ORDER  -  FIRST     CLASS II
 AY0913
 AY0913.The horizontal coordinates were scaled from a topographic map and have
 AY0913.an estimated accuracy of +/- 6 seconds.
 AY0913
 AY0913.The orthometric height was determined by differential leveling
 AY0913.and adjusted by the National Geodetic Survey in June 1991..
 AY0913
 AY0913.The geoid height was determined by GEOID03.
 AY0913
 AY0913.The dynamic height is computed by dividing the NAVD 88
 AY0913.geopotential number by the normal gravity value computed on the
 AY0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0913.degrees latitude (g = 980.6199 gals.).
 AY0913
 AY0913.The modeled gravity was interpolated from observed gravity values.
 AY0913
 AY0913;                    North         East    Units  Estimated Accuracy
 AY0913;SPC TXSC     - 4,237,520.      614,560.      MT  (+/- 180 meters Scaled)
 AY0913
 AY0913                          SUPERSEDED SURVEY CONTROL
 AY0913
 AY0913  NGVD 29 (??/??/92)  417.825  (m)         1370.81   (f) ADJ UNCH    1 2
 AY0913
 AY0913.Superseded values are not recommended for survey control.
 AY0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0913.See file dsdata.txt to determine how the superseded data were derived.
 AY0913
 AY0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU145161(NAD 83)
 AY0913_MARKER: DB = BENCH MARK DISK
 AY0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0913_STAMPING: C 82 1931
 AY0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0913+STABILITY: SURFACE MOTION
 AY0913
 AY0913  HISTORY     - Date     Condition        Report By
 AY0913  HISTORY     - 1931     MONUMENTED       CGS
 AY0913  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY0913  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 AY0913
 AY0913                          STATION DESCRIPTION
 AY0913
 AY0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0913'IN FREDERICKSBURG JUNCTION.
 AY0913'ON THE ABANDONED FREDERICKSBURG AND NORTHERN RAILWAY, 0.3 MILE EAST OF
 AY0913'THE SITE OF THE FORMER STATION, ABOUT 500 FEET WEST OF THE GUADALUPE
 AY0913'RIVER BRIDGE, 50 FEET SOUTHWEST OF AN OLD WYE, 38 FEET NORTH OF THE
 AY0913'TEXAS AND NEW ORLEANS RAILROAD, AT A FENCE LINE, SET IN THE TOP OF A
 AY0913'CONCRETE POST.  NOTE-- THE FREDERICKSBURG AND NORTHERN RAILROAD HAS
 AY0913'BEEN TORN UP.  THE LOCATION OF THE MARK PLACES IT IN WHAT IS NOW A
 AY0913'CULTIVATED FIELD.  IT IS BELIEVED TO HAVE BEEN DESTROYED.
 AY0913
 AY0913                          STATION RECOVERY (1994)
 AY0913
 AY0913'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1438 ***********************************************************************
 AN1438  DESIGNATION -  C 820
 AN1438  PID         -  AN1438
 AN1438  STATE/COUNTY-  TX/BEE
 AN1438  USGS QUAD   -  BLANCONIA (1979)
 AN1438
 AN1438                         *CURRENT SURVEY CONTROL
 AN1438  ___________________________________________________________________
 AN1438* NAD 83(1986)-  28 23 25.     (N)    097 25 23.     (W)     SCALED    
 AN1438* NAVD 88     -        25.90   (+/-2cm)      85.0    (feet)  VERTCON   
 AN1438  ___________________________________________________________________
 AN1438  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1438
 AN1438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1438
 AN1438.The horizontal coordinates were scaled from a topographic map and have
 AN1438.an estimated accuracy of +/- 6 seconds.
 AN1438
 AN1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1438.The vertical order pertains to the NGVD 29 superseded value.
 AN1438
 AN1438.The geoid height was determined by GEOID03.
 AN1438
 AN1438;                    North         East    Units  Estimated Accuracy
 AN1438;SPC TXSC     - 4,062,770.      754,540.      MT  (+/- 180 meters Scaled)
 AN1438
 AN1438                          SUPERSEDED SURVEY CONTROL
 AN1438
 AN1438  NGVD 29 (??/??/92)   26.004  (m)           85.31   (f) ADJ UNCH    2 0
 AN1438
 AN1438.Superseded values are not recommended for survey control.
 AN1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1438.See file dsdata.txt to determine how the superseded data were derived.
 AN1438
 AN1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS544414(NAD 83)
 AN1438_MARKER: DB = BENCH MARK DISK
 AN1438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1438_SP_SET: CULVERT
 AN1438_STAMPING: C 820 1943
 AN1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1438
 AN1438  HISTORY     - Date     Condition        Report By
 AN1438  HISTORY     - 1943     MONUMENTED       CGS
 AN1438  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1438
 AN1438                          STATION DESCRIPTION
 AN1438
 AN1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1438'1.1 MI SE FROM BLANCONIA.
 AN1438'0.6 MILE SOUTH ALONG A COUNTY ROAD FROM THE CATHOLIC CHURCH AT
 AN1438'BLANCONIA, BEE COUNTY, THENCE 0.5 MILE EAST ALONG STATE HIGHWAY 202.
 AN1438'192 FEET EAST OF THE JUNCTION OF A ROAD LEADING SOUTH, AT A 3- BY
 AN1438'3-FOOT CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE EAST END OF THE
 AN1438'SOUTH HEADWALL, 17.3 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 AN1438'1 FOOT ABOVE THE HIGHWAY.  A STANDARD DISK, STAMPED C 820 1943.
 AN1438
 AN1438                          STATION RECOVERY (1996)
 AN1438
 AN1438'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1375 ***********************************************************************
 AX1375  DESIGNATION -  C 822
 AX1375  PID         -  AX1375
 AX1375  STATE/COUNTY-  TX/GONZALES
 AX1375  USGS QUAD   -  GONZALES NORTH (1981)
 AX1375
 AX1375                         *CURRENT SURVEY CONTROL
 AX1375  ___________________________________________________________________
 AX1375* NAD 83(1986)-  29 33 57.     (N)    097 23 21.     (W)     SCALED    
 AX1375* NAVD 88     -        91.95   (+/-2cm)     301.7    (feet)  VERTCON   
 AX1375  ___________________________________________________________________
 AX1375  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AX1375
 AX1375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1375
 AX1375.The horizontal coordinates were scaled from a topographic map and have
 AX1375.an estimated accuracy of +/- 6 seconds.
 AX1375
 AX1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1375.The vertical order pertains to the NGVD 29 superseded value.
 AX1375
 AX1375.The geoid height was determined by GEOID03.
 AX1375
 AX1375;                    North         East    Units  Estimated Accuracy
 AX1375;SPC TXSC     - 4,193,080.      756,070.      MT  (+/- 180 meters Scaled)
 AX1375
 AX1375                          SUPERSEDED SURVEY CONTROL
 AX1375
 AX1375  NGVD 29 (??/??/92)   91.911  (m)          301.54   (f) ADJ UNCH    2 0
 AX1375
 AX1375.Superseded values are not recommended for survey control.
 AX1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1375.See file dsdata.txt to determine how the superseded data were derived.
 AX1375
 AX1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT560717(NAD 83)
 AX1375_MARKER: DB = BENCH MARK DISK
 AX1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1375_STAMPING: C 822 1943
 AX1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1375+STABILITY: SURFACE MOTION
 AX1375
 AX1375  HISTORY     - Date     Condition        Report By
 AX1375  HISTORY     - 1943     MONUMENTED       CGS
 AX1375
 AX1375                          STATION DESCRIPTION
 AX1375
 AX1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1375'6.5 MI NE FROM GONZALES.
 AX1375'6.5 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 AX1375'GONZALES, GONZALES COUNTY, 0.15 MILE EAST OF THE NORTHERNMOST ONE OF
 AX1375'THREE SMALL BRIDGES, 0.15 MILE WEST OF THE TOP OF A SMALL HILL, 36
 AX1375'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14 FEET WEST OF A
 AX1375'RIGHT-OF-WAY MARKER, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AX1375'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 822 1943 AND SET
 AX1375'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1426 ***********************************************************************
 AX1426  DESIGNATION -  C 823
 AX1426  PID         -  AX1426
 AX1426  STATE/COUNTY-  TX/FAYETTE
 AX1426  USGS QUAD   -  CISTERN (1981)
 AX1426
 AX1426                         *CURRENT SURVEY CONTROL
 AX1426  ___________________________________________________________________
 AX1426* NAD 83(1986)-  29 48 57.     (N)    097 13 06.     (W)     SCALED    
 AX1426* NAVD 88     -       143.74   (+/-2cm)     471.6    (feet)  VERTCON   
 AX1426  ___________________________________________________________________
 AX1426  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AX1426
 AX1426  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1426
 AX1426.The horizontal coordinates were scaled from a topographic map and have
 AX1426.an estimated accuracy of +/- 6 seconds.
 AX1426
 AX1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1426.The vertical order pertains to the NGVD 29 superseded value.
 AX1426
 AX1426.The geoid height was determined by GEOID03.
 AX1426
 AX1426;                    North         East    Units  Estimated Accuracy
 AX1426;SPC TXSC     - 4,221,030.      772,200.      MT  (+/- 180 meters Scaled)
 AX1426
 AX1426                          SUPERSEDED SURVEY CONTROL
 AX1426
 AX1426  NGVD 29 (??/??/92)  143.69   (m)          471.4    (f) COMPUTED    2 0
 AX1426
 AX1426.Superseded values are not recommended for survey control.
 AX1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1426.See file dsdata.txt to determine how the superseded data were derived.
 AX1426
 AX1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT721997(NAD 83)
 AX1426_MARKER: DB = BENCH MARK DISK
 AX1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1426_STAMPING: C 823 1943
 AX1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1426+STABILITY: SURFACE MOTION
 AX1426
 AX1426  HISTORY     - Date     Condition        Report By
 AX1426  HISTORY     - 1943     MONUMENTED       CGS
 AX1426  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1426  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1426  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1426
 AX1426                          STATION DESCRIPTION
 AX1426
 AX1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1426'IN CISTERN.
 AX1426'AT CISTERN, FAYETTE COUNTY, AT THE SOUTHEAST CORNER OF THE ROAD
 AX1426'INTERSECTION, 57 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 AX1426'ROAD, 21 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 1.5
 AX1426'FEET SOUTH OF A FEDERAL AID POST PROJECTING 2 FEET ABOVE GROUND, AND 2
 AX1426'FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C
 AX1426'823 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 AX1426'ABOVE GROUND.  NOTE-- ROAD RIGHT-OF-WAY WIDENED.
 AX1426
 AX1426                          STATION RECOVERY (1965)
 AX1426
 AX1426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1426'MARK NOT FOUND.
 AX1426
 AX1426                          STATION RECOVERY (1991)
 AX1426
 AX1426'RECOVERY NOTE BY US POWER SQUADRON 1991 (HY)
 AX1426'MARK NOT FOUND.
 AX1426
 AX1426                          STATION RECOVERY (1997)
 AX1426
 AX1426'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1339 ***********************************************************************
 AX1339  DESIGNATION -  C 824 RESET 1970
 AX1339  PID         -  AX1339
 AX1339  STATE/COUNTY-  TX/GONZALES
 AX1339  USGS QUAD   -  SANDY FORK (1981)
 AX1339
 AX1339                         *CURRENT SURVEY CONTROL
 AX1339  ___________________________________________________________________
 AX1339* NAD 83(1986)-  29 40 18.     (N)    097 27 40.     (W)     SCALED    
 AX1339* NAVD 88     -       125.03   (+/-2cm)     410.2    (feet)  VERTCON   
 AX1339  ___________________________________________________________________
 AX1339  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AX1339
 AX1339  VERT ORDER  -  THIRD (See Below)
 AX1339
 AX1339.The horizontal coordinates were scaled from a topographic map and have
 AX1339.an estimated accuracy of +/- 6 seconds.
 AX1339
 AX1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1339.The vertical order pertains to the NGVD 29 superseded value.
 AX1339
 AX1339.The geoid height was determined by GEOID03.
 AX1339
 AX1339;                    North         East    Units  Estimated Accuracy
 AX1339;SPC TXSC     - 4,204,720.      748,950.      MT  (+/- 180 meters Scaled)
 AX1339
 AX1339                          SUPERSEDED SURVEY CONTROL
 AX1339
 AX1339  NGVD 29 (01/29/03)  124.97   (m)          410.0    (f) RESET       3  
 AX1339
 AX1339.Superseded values are not recommended for survey control.
 AX1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1339.See file dsdata.txt to determine how the superseded data were derived.
 AX1339
 AX1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT489833(NAD 83)
 AX1339_MARKER: DB = BENCH MARK DISK
 AX1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1339_STAMPING: C 824 RESET 1970
 AX1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1339+STABILITY: SURFACE MOTION
 AX1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1339+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1339
 AX1339  HISTORY     - Date     Condition        Report By
 AX1339  HISTORY     - 1970     MONUMENTED       TXHD
 AX1339  HISTORY     - 1971     GOOD             NGS
 AX1339  HISTORY     - 1987     GOOD             USPSQD
 AX1339  HISTORY     - 1988     GOOD             USPSQD
 AX1339  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1339  HISTORY     - 1989     GOOD             USPSQD
 AX1339  HISTORY     - 20050318 GOOD             USPSQD
 AX1339
 AX1339                          STATION DESCRIPTION
 AX1339
 AX1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX1339'2.6 MI E FROM HARWOOD.
 AX1339'2.6 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT HARWOOD,
 AX1339'AT THE FOOT OF A LOW GRADE, 50 FEET NORTH OF THE CENTER OF THE
 AX1339'HIGHWAY, 14 FEET NORTH OF THE CENTER OF THE NORTH END OF A STEEL
 AX1339'CULVERT, 1 FOOT SOUTH OF A FENCE LINE, 1.7 FEET WEST OF A METAL
 AX1339'WITNESS POST, SET IN AN IRREGULAR SHAPED CONCRETE POST FLUSH WITH THE
 AX1339'GROUND.
 AX1339
 AX1339                          STATION RECOVERY (1987)
 AX1339
 AX1339'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1339'RECOVERED IN GOOD CONDITION.
 AX1339
 AX1339                          STATION RECOVERY (1988)
 AX1339
 AX1339'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AX1339'RECOVERED IN GOOD CONDITION.
 AX1339
 AX1339                          STATION RECOVERY (1988)
 AX1339
 AX1339'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1339'MARK NOT FOUND.
 AX1339
 AX1339                          STATION RECOVERY (1989)
 AX1339
 AX1339'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1339'RECOVERED IN GOOD CONDITION.
 AX1339
 AX1339                          STATION RECOVERY (2005)
 AX1339
 AX1339'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1422 ***********************************************************************
 AX1422  DESIGNATION -  C 825
 AX1422  PID         -  AX1422
 AX1422  STATE/COUNTY-  TX/FAYETTE
 AX1422  USGS QUAD   -  CISTERN (1981)
 AX1422
 AX1422                         *CURRENT SURVEY CONTROL
 AX1422  ___________________________________________________________________
 AX1422* NAD 83(1986)-  29 49 52.     (N)    097 12 44.     (W)     SCALED    
 AX1422* NAVD 88     -       120.85   (+/-2cm)     396.5    (feet)  VERTCON   
 AX1422  ___________________________________________________________________
 AX1422  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AX1422
 AX1422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1422
 AX1422.The horizontal coordinates were scaled from a topographic map and have
 AX1422.an estimated accuracy of +/- 6 seconds.
 AX1422
 AX1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1422.The vertical order pertains to the NGVD 29 superseded value.
 AX1422
 AX1422.The geoid height was determined by GEOID03.
 AX1422
 AX1422;                    North         East    Units  Estimated Accuracy
 AX1422;SPC TXSC     - 4,222,730.      772,760.      MT  (+/- 180 meters Scaled)
 AX1422
 AX1422                          SUPERSEDED SURVEY CONTROL
 AX1422
 AX1422  NGVD 29 (??/??/92)  120.800  (m)          396.32   (f) ADJ UNCH    2 0
 AX1422
 AX1422.Superseded values are not recommended for survey control.
 AX1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1422.See file dsdata.txt to determine how the superseded data were derived.
 AX1422
 AX1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU727014(NAD 83)
 AX1422_MARKER: DB = BENCH MARK DISK
 AX1422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1422_SP_SET: BRIDGE
 AX1422_STAMPING: C 825 1943
 AX1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1422
 AX1422  HISTORY     - Date     Condition        Report By
 AX1422  HISTORY     - 1943     MONUMENTED       CGS
 AX1422  HISTORY     - 1960     GOOD             NGS
 AX1422  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1422  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1422
 AX1422                          STATION DESCRIPTION
 AX1422
 AX1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AX1422'1.2 MI N FROM CISTERN.
 AX1422'1.2 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION AT
 AX1422'CISTERN, FAYETTE COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE WEST
 AX1422'END OF THE SOUTH ABUTMENT, 15 FEET WEST OF THE CENTERLINE OF THE
 AX1422'HIGHWAY, 0.5 FOOT WEST OF THE WEST GUARDRAIL, AND LEVEL WITH THE
 AX1422'HIGHWAY.
 AX1422
 AX1422                          STATION RECOVERY (1991)
 AX1422
 AX1422'RECOVERY NOTE BY US POWER SQUADRON 1991 (HY)
 AX1422'MARK NOT FOUND.
 AX1422
 AX1422                          STATION RECOVERY (1997)
 AX1422
 AX1422'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1423 ***********************************************************************
 AX1423  DESIGNATION -  C 825 RESET 1960
 AX1423  PID         -  AX1423
 AX1423  STATE/COUNTY-  TX/FAYETTE
 AX1423  USGS QUAD   -  CISTERN (1981)
 AX1423
 AX1423                         *CURRENT SURVEY CONTROL
 AX1423  ___________________________________________________________________
 AX1423* NAD 83(1986)-  29 49 49.     (N)    097 12 45.     (W)     SCALED    
 AX1423* NAVD 88     -       119.87   (+/-2cm)     393.3    (feet)  VERTCON   
 AX1423  ___________________________________________________________________
 AX1423  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AX1423
 AX1423  VERT ORDER  -  THIRD (See Below)
 AX1423
 AX1423.The horizontal coordinates were scaled from a topographic map and have
 AX1423.an estimated accuracy of +/- 6 seconds.
 AX1423
 AX1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1423.The vertical order pertains to the NGVD 29 superseded value.
 AX1423
 AX1423.The geoid height was determined by GEOID03.
 AX1423
 AX1423;                    North         East    Units  Estimated Accuracy
 AX1423;SPC TXSC     - 4,222,640.      772,740.      MT  (+/- 180 meters Scaled)
 AX1423
 AX1423                          SUPERSEDED SURVEY CONTROL
 AX1423
 AX1423  NGVD 29 (??/??/??)  119.82   (m)          393.1    (f) RESET       3  
 AX1423
 AX1423.Superseded values are not recommended for survey control.
 AX1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1423.See file dsdata.txt to determine how the superseded data were derived.
 AX1423
 AX1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU727013(NAD 83)
 AX1423_MARKER: DB = BENCH MARK DISK
 AX1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1423_STAMPING: C 825 RESET 1960
 AX1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1423+STABILITY: SURFACE MOTION
 AX1423
 AX1423  HISTORY     - Date     Condition        Report By
 AX1423  HISTORY     - 1960     MONUMENTED       CGS
 AX1423  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1423  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1423
 AX1423                          STATION DESCRIPTION
 AX1423
 AX1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AX1423'1.2 MI N FROM CISTERN.
 AX1423'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY NO.95 FROM THE MAIN ROAD
 AX1423'INTERSECTION IN CISTERN, ABOUT 100 YARDS SOUTH OF A CONCRETE CULVERT
 AX1423'AND A CURVE, IN THE EAST RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY AND AT
 AX1423'THE SOUTH EDGE OF A SMALL CLEARING IN THE BRUSH.  IT IS 2 FEET LOWER
 AX1423'THAN THE HIGHWAY.  A STANDARD DISK STAMPED C 825 RESET 1960 IN A
 AX1423'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.
 AX1423
 AX1423                          STATION RECOVERY (1991)
 AX1423
 AX1423'RECOVERY NOTE BY US POWER SQUADRON 1991 (HY)
 AX1423'MARK NOT FOUND.
 AX1423
 AX1423                          STATION RECOVERY (1997)
 AX1423
 AX1423'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1354 ***********************************************************************
 AX1354  DESIGNATION -  C 826
 AX1354  PID         -  AX1354
 AX1354  STATE/COUNTY-  TX/GONZALES
 AX1354  USGS QUAD   -  WAELDER (1981)
 AX1354
 AX1354                         *CURRENT SURVEY CONTROL
 AX1354  ___________________________________________________________________
 AX1354* NAD 83(1986)-  29 41 24.     (N)    097 16 28.     (W)     SCALED    
 AX1354* NAVD 88     -       104.93   (+/-2cm)     344.3    (feet)  VERTCON   
 AX1354  ___________________________________________________________________
 AX1354  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AX1354
 AX1354  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1354
 AX1354.The horizontal coordinates were scaled from a topographic map and have
 AX1354.an estimated accuracy of +/- 6 seconds.
 AX1354
 AX1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1354.The vertical order pertains to the NGVD 29 superseded value.
 AX1354
 AX1354.The geoid height was determined by GEOID03.
 AX1354
 AX1354;                    North         East    Units  Estimated Accuracy
 AX1354;SPC TXSC     - 4,207,000.      766,980.      MT  (+/- 180 meters Scaled)
 AX1354
 AX1354                          SUPERSEDED SURVEY CONTROL
 AX1354
 AX1354  NGVD 29 (??/??/92)  104.892  (m)          344.13   (f) ADJ UNCH    2 0
 AX1354
 AX1354.Superseded values are not recommended for survey control.
 AX1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1354.See file dsdata.txt to determine how the superseded data were derived.
 AX1354
 AX1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT669856(NAD 83)
 AX1354_MARKER: DB = BENCH MARK DISK
 AX1354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1354_SP_SET: CULVERT
 AX1354_STAMPING: C 826 1943
 AX1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1354+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1354
 AX1354  HISTORY     - Date     Condition        Report By
 AX1354  HISTORY     - 1943     MONUMENTED       CGS
 AX1354  HISTORY     - 1971     GOOD             NGS
 AX1354  HISTORY     - 1987     GOOD             USPSQD
 AX1354  HISTORY     - 1988     GOOD             USPSQD
 AX1354  HISTORY     - 20050318 GOOD             USPSQD
 AX1354
 AX1354                          STATION DESCRIPTION
 AX1354
 AX1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1354'1.5 MI E FROM WAELDER.
 AX1354'1.5 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC CO.
 AX1354'RAILROAD STATION AT WAELDER, GONZALES COUNTY, AT A LARGE FIVE-SECTION
 AX1354'CULVERT, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, 22 FEET
 AX1354'NORTH OF THE CENTERLINE OF THE HIGHWAY AND LEVEL WITH THE HIGHWAY.  A
 AX1354'STANDARD DISK, STAMPED C 826 1943.
 AX1354
 AX1354                          STATION RECOVERY (1971)
 AX1354
 AX1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1354'RECOVERED IN GOOD CONDITION.
 AX1354
 AX1354                          STATION RECOVERY (1987)
 AX1354
 AX1354'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1354'RECOVERED IN GOOD CONDITION.
 AX1354
 AX1354                          STATION RECOVERY (1988)
 AX1354
 AX1354'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1354'RECOVERED IN GOOD CONDITION.
 AX1354
 AX1354                          STATION RECOVERY (2005)
 AX1354
 AX1354'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1820 ***********************************************************************
 AX1820  DESIGNATION -  C 827
 AX1820  PID         -  AX1820
 AX1820  STATE/COUNTY-  TX/GONZALES
 AX1820  USGS QUAD   -  HAMON (1987)
 AX1820
 AX1820                         *CURRENT SURVEY CONTROL
 AX1820  ___________________________________________________________________
 AX1820* NAD 83(1986)-  29 29 15.     (N)    097 16 59.     (W)     SCALED    
 AX1820* NAVD 88     -        84.70   (+/-2cm)     277.9    (feet)  VERTCON   
 AX1820  ___________________________________________________________________
 AX1820  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AX1820
 AX1820  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1820
 AX1820.The horizontal coordinates were scaled from a topographic map and have
 AX1820.an estimated accuracy of +/- 6 seconds.
 AX1820
 AX1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1820.The vertical order pertains to the NGVD 29 superseded value.
 AX1820
 AX1820.The geoid height was determined by GEOID03.
 AX1820
 AX1820;                    North         East    Units  Estimated Accuracy
 AX1820;SPC TXSC     - 4,184,550.      766,480.      MT  (+/- 180 meters Scaled)
 AX1820
 AX1820                          SUPERSEDED SURVEY CONTROL
 AX1820
 AX1820  NGVD 29 (??/??/92)   84.669  (m)          277.78   (f) ADJ UNCH    2 0
 AX1820
 AX1820.Superseded values are not recommended for survey control.
 AX1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1820.See file dsdata.txt to determine how the superseded data were derived.
 AX1820
 AX1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT664632(NAD 83)
 AX1820_MARKER: DB = BENCH MARK DISK
 AX1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1820_STAMPING: C-827 1943
 AX1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1820+STABILITY: SURFACE MOTION
 AX1820
 AX1820  HISTORY     - Date     Condition        Report By
 AX1820  HISTORY     - 1943     MONUMENTED       CGS
 AX1820  HISTORY     - 1959     GOOD             USGS
 AX1820
 AX1820                          STATION DESCRIPTION
 AX1820
 AX1820'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AX1820'7.0 MI W FROM SHINER.
 AX1820'7.0 MILES WEST ALONG U.S. 90-A FROM THE CITY HALL OF SHINER, TEXAS,
 AX1820'THENCE 1.8 MILES NORTH ALONG GRAVEL ROAD TO DILWORTH.  1.5 MILES SOUTH
 AX1820'OF DILWORTH COMMUNITY, AT T-ROAD JUNCTION, 75 FEET NORTH OF THE CENTER
 AX1820'OF THE JUNCTION, 29 FT. W OF THE CENTER LINE OF THE ROAD, 1 FT. EAST
 AX1820'OF THE ROW FENCE AND LEVEL WITH THE ROAD.  A STANDARD DISK STAMPED C
 AX1820'827 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 AX1820'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0066 ***********************************************************************
 AX0066  DESIGNATION -  C 828
 AX0066  PID         -  AX0066
 AX0066  STATE/COUNTY-  TX/AUSTIN
 AX0066  USGS QUAD   -  WALLIS (1980)
 AX0066
 AX0066                         *CURRENT SURVEY CONTROL
 AX0066  ___________________________________________________________________
 AX0066* NAD 83(1986)-  29 38 19.     (N)    096 04 56.     (W)     SCALED    
 AX0066* NAVD 88     -        37.53   (+/-2cm)     123.1    (feet)  VERTCON   
 AX0066  ___________________________________________________________________
 AX0066  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0066
 AX0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0066
 AX0066.The horizontal coordinates were scaled from a topographic map and have
 AX0066.an estimated accuracy of +/- 6 seconds.
 AX0066
 AX0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0066.The vertical order pertains to the NGVD 29 superseded value.
 AX0066
 AX0066.The geoid height was determined by GEOID03.
 AX0066
 AX0066;                    North         East    Units  Estimated Accuracy
 AX0066;SPC TXSC     - 4,203,600.      882,480.      MT  (+/- 180 meters Scaled)
 AX0066
 AX0066                          SUPERSEDED SURVEY CONTROL
 AX0066
 AX0066  NGVD 29 (??/??/92)   37.522  (m)          123.10   (f) ADJ UNCH    2 0
 AX0066
 AX0066.Superseded values are not recommended for survey control.
 AX0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0066.See file dsdata.txt to determine how the superseded data were derived.
 AX0066
 AX0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT824823(NAD 83)
 AX0066_MARKER: DB = BENCH MARK DISK
 AX0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0066_SP_SET: BRIDGE
 AX0066_STAMPING: C 828 1943
 AX0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0066
 AX0066  HISTORY     - Date     Condition        Report By
 AX0066  HISTORY     - 1943     MONUMENTED       CGS
 AX0066  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0066  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0066
 AX0066                          STATION DESCRIPTION
 AX0066
 AX0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0066'1.1 MI NW FROM WALLIS.
 AX0066'ABOUT 1.1 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AX0066'RAILWAY FROM THE STATION AT WALLIS, AUSTIN COUNTY, ABOUT 90 FEET
 AX0066'SOUTHWEST OF THE CENTER LINE OF THE TRACK, ON STATE HIGHWAY 36, IN THE
 AX0066'TOP OF THE SOUTHEAST WING WALL OF A CONCRETE BRIDGE, AND 13 FEET
 AX0066'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 AX0066'C 828 1943.
 AX0066
 AX0066                          STATION RECOVERY (1991)
 AX0066
 AX0066'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0066'MARK NOT FOUND.
 AX0066
 AX0066                          STATION RECOVERY (1999)
 AX0066
 AX0066'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0484 ***********************************************************************
 AY0484  DESIGNATION -  C 829
 AY0484  PID         -  AY0484
 AY0484  STATE/COUNTY-  TX/WILSON
 AY0484  USGS QUAD   -  FLORESVILLE (1973)
 AY0484
 AY0484                         *CURRENT SURVEY CONTROL
 AY0484  ___________________________________________________________________
 AY0484* NAD 83(1986)-  29 09 44.     (N)    098 08 13.     (W)     SCALED    
 AY0484* NAVD 88     -       140.03   (+/-2cm)     459.4    (feet)  VERTCON   
 AY0484  ___________________________________________________________________
 AY0484  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AY0484
 AY0484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0484
 AY0484.The horizontal coordinates were scaled from a topographic map and have
 AY0484.an estimated accuracy of +/- 6 seconds.
 AY0484
 AY0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0484.The vertical order pertains to the NGVD 29 superseded value.
 AY0484
 AY0484.The geoid height was determined by GEOID03.
 AY0484
 AY0484;                    North         East    Units  Estimated Accuracy
 AY0484;SPC TXSC     - 4,147,590.      683,950.      MT  (+/- 180 meters Scaled)
 AY0484
 AY0484                          SUPERSEDED SURVEY CONTROL
 AY0484
 AY0484  NGVD 29 (??/??/92)  139.965  (m)          459.20   (f) ADJ UNCH    2 0
 AY0484
 AY0484.Superseded values are not recommended for survey control.
 AY0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0484.See file dsdata.txt to determine how the superseded data were derived.
 AY0484
 AY0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT839262(NAD 83)
 AY0484_MARKER: DB = BENCH MARK DISK
 AY0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0484_SP_SET: CULVERT
 AY0484_STAMPING: C 829 1943
 AY0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0484
 AY0484  HISTORY     - Date     Condition        Report By
 AY0484  HISTORY     - 1943     MONUMENTED       CGS
 AY0484  HISTORY     - 1955     GOOD             NGS
 AY0484  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 AY0484
 AY0484                          STATION DESCRIPTION
 AY0484
 AY0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0484'2.85 MI NE FROM FLORESVILLE.
 AY0484'TO REACH FROM THE COURT HOUSE AT FLORESVILLE-- PROCEED 2.85 MILES
 AY0484'NORTHEASTERLY ALONG STATE HIGHWAY NO.97 TO SITE OF BENCH MARK.  BENCH
 AY0484'MARK IS 17.3 FEET SOUTHEAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE
 AY0484'OF HIGHWAY, AND SET HORIZONTALLY IN THE NORTHEAST END OF THE SOUTHEAST
 AY0484'HEADWALL OF A CONCRETE CULVERT.
 AY0484
 AY0484                          STATION RECOVERY (1955)
 AY0484
 AY0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AY0484'RECOVERED IN GOOD CONDITION.
 AY0484
 AY0484                          STATION RECOVERY (1995)
 AY0484
 AY0484'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0485 ***********************************************************************
 AY0485  DESIGNATION -  C 829 RESET 1955
 AY0485  PID         -  AY0485
 AY0485  STATE/COUNTY-  TX/WILSON
 AY0485  USGS QUAD   -  FLORESVILLE (1973)
 AY0485
 AY0485                         *CURRENT SURVEY CONTROL
 AY0485  ___________________________________________________________________
 AY0485* NAD 83(1986)-  29 09 44.     (N)    098 08 13.     (W)     SCALED    
 AY0485* NAVD 88     -       139.12   (+/-2cm)     456.4    (feet)  VERTCON   
 AY0485  ___________________________________________________________________
 AY0485  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AY0485
 AY0485  VERT ORDER  -  THIRD (See Below)
 AY0485
 AY0485.The horizontal coordinates were scaled from a topographic map and have
 AY0485.an estimated accuracy of +/- 6 seconds.
 AY0485
 AY0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0485.The vertical order pertains to the NGVD 29 superseded value.
 AY0485
 AY0485.The geoid height was determined by GEOID03.
 AY0485
 AY0485;                    North         East    Units  Estimated Accuracy
 AY0485;SPC TXSC     - 4,147,590.      683,950.      MT  (+/- 180 meters Scaled)
 AY0485
 AY0485                          SUPERSEDED SURVEY CONTROL
 AY0485
 AY0485  NGVD 29 (01/29/03)  139.06   (m)          456.2    (f) RESET       3  
 AY0485
 AY0485.Superseded values are not recommended for survey control.
 AY0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0485.See file dsdata.txt to determine how the superseded data were derived.
 AY0485
 AY0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT839262(NAD 83)
 AY0485_MARKER: DB = BENCH MARK DISK
 AY0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0485_STAMPING: C 829 RESET 1955
 AY0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0485+STABILITY: SURFACE MOTION
 AY0485
 AY0485  HISTORY     - Date     Condition        Report By
 AY0485  HISTORY     - 1955     MONUMENTED       CGS
 AY0485  HISTORY     - 20050819 MARK NOT FOUND   USPSQD
 AY0485
 AY0485                          STATION DESCRIPTION
 AY0485
 AY0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AY0485'2.85 MI NE FROM FLORESVILLE.
 AY0485'ABOUT 2.85 MILES NORTHEAST OF THE COURT HOUSE IN FLORESVILLE, WILSON
 AY0485'COUNTY, TEXAS, ALONG HIGHWAY 97, 15 YARDS NORTHEAST OF THE END OF A
 AY0485'CONCRETE CULVERT, 1 FOOT SOUTH EAST OF THE SOUTH EAST RIGHT-OF-WAY
 AY0485'LINE IN THE EDGE OF A CULTIVATED FIELD.  A STANDARD DISK STAMPED C 829
 AY0485'RESET 1955 IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 AY0485
 AY0485                          STATION RECOVERY (2005)
 AY0485
 AY0485'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY0485'CULTIVATION OF FIELD PROBABLY DESTROYED MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0269 ***********************************************************************
 AY0269  DESIGNATION -  C 83
 AY0269  PID         -  AY0269
 AY0269  STATE/COUNTY-  TX/BEXAR
 AY0269  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0269
 AY0269                         *CURRENT SURVEY CONTROL
 AY0269  ___________________________________________________________________
 AY0269* NAD 83(1986)-  29 26 59.     (N)    098 30 53.     (W)     SCALED    
 AY0269* NAVD 88     -       213.039  (meters)     698.95   (feet)  ADJUSTED  
 AY0269  ___________________________________________________________________
 AY0269  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY0269  DYNAMIC HT  -         212.729 (meters)     697.93  (feet)  COMP
 AY0269  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 AY0269
 AY0269  VERT ORDER  -  FIRST     CLASS II
 AY0269
 AY0269.The horizontal coordinates were scaled from a topographic map and have
 AY0269.an estimated accuracy of +/- 6 seconds.
 AY0269
 AY0269.The orthometric height was determined by differential leveling
 AY0269.and adjusted by the National Geodetic Survey in June 1991..
 AY0269
 AY0269.The geoid height was determined by GEOID03.
 AY0269
 AY0269.The dynamic height is computed by dividing the NAVD 88
 AY0269.geopotential number by the normal gravity value computed on the
 AY0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0269.degrees latitude (g = 980.6199 gals.).
 AY0269
 AY0269.The modeled gravity was interpolated from observed gravity values.
 AY0269
 AY0269;                    North         East    Units  Estimated Accuracy
 AY0269;SPC TXSC     - 4,179,240.      647,070.      MT  (+/- 180 meters Scaled)
 AY0269
 AY0269                          SUPERSEDED SURVEY CONTROL
 AY0269
 AY0269  NGVD 29 (??/??/92)  212.913  (m)          698.53   (f) ADJ UNCH    1 2
 AY0269
 AY0269.Superseded values are not recommended for survey control.
 AY0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0269.See file dsdata.txt to determine how the superseded data were derived.
 AY0269
 AY0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT470579(NAD 83)
 AY0269_MARKER: DB = BENCH MARK DISK
 AY0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0269_STAMPING: C 83 1931
 AY0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0269+STABILITY: SURFACE MOTION
 AY0269
 AY0269  HISTORY     - Date     Condition        Report By
 AY0269  HISTORY     - 1931     MONUMENTED       CGS
 AY0269  HISTORY     - 1943     GOOD             NGS
 AY0269  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0269  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0269
 AY0269                          STATION DESCRIPTION
 AY0269
 AY0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0269'IN SAN ANTONIO.
 AY0269'TO REACH FROM THE MISSOURI, KANSAS AND TEXAS RAILROAD AT SAN ANTONIO,
 AY0269'PROCEED 1 BLOCK WEST ALONG WEST COMMERCE STREET TO THE SOUTHERN
 AY0269'PACIFIC RAILROAD, THENCE 1.9 MILE NORTH ALONG THE SOUTHERN PACIFIC
 AY0269'RAILROAD TO THE ASHBY STREET CROSSING AND SITE OF BENCH MARK.  BENCH
 AY0269'MARK IS 1 1/2 TELEGRAPH POLES NORTH OF MILE POST NO. 241.  IT IS 48.0
 AY0269'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF TRACK.
 AY0269'IT IS 1.0 FOOT WEST OF THE PROPERTY LINE OF THE BEACON HILL GRAMMER
 AY0269'SCHOOL.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER
 AY0269'POST AND PROJECTS 0.3 FOOT.
 AY0269
 AY0269                          STATION RECOVERY (1967)
 AY0269
 AY0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0269'MARK NOT FOUND.
 AY0269
 AY0269                          STATION RECOVERY (1989)
 AY0269
 AY0269'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2267 ***********************************************************************
 AX2267  DESIGNATION -  C 830 RESET 1967
 AX2267  PID         -  AX2267
 AX2267  STATE/COUNTY-  TX/GUADALUPE
 AX2267  USGS QUAD   -  SEGUIN (1994)
 AX2267
 AX2267                         *CURRENT SURVEY CONTROL
 AX2267  ___________________________________________________________________
 AX2267* NAD 83(1986)-  29 36 11.     (N)    097 57 54.     (W)     SCALED    
 AX2267* NAVD 88     -       176.90   (+/-2cm)     580.4    (feet)  VERTCON   
 AX2267  ___________________________________________________________________
 AX2267  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AX2267
 AX2267  VERT ORDER  -  THIRD (See Below)
 AX2267
 AX2267.The horizontal coordinates were scaled from a topographic map and have
 AX2267.an estimated accuracy of +/- 6 seconds.
 AX2267
 AX2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2267.The vertical order pertains to the NGVD 29 superseded value.
 AX2267
 AX2267.The geoid height was determined by GEOID03.
 AX2267
 AX2267;                    North         East    Units  Estimated Accuracy
 AX2267;SPC TXSC     - 4,196,580.      700,240.      MT  (+/- 180 meters Scaled)
 AX2267
 AX2267                          SUPERSEDED SURVEY CONTROL
 AX2267
 AX2267  NGVD 29 (01/29/03)  176.83   (m)          580.1    (f) RESET       3  
 AX2267
 AX2267.Superseded values are not recommended for survey control.
 AX2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2267.See file dsdata.txt to determine how the superseded data were derived.
 AX2267
 AX2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT002752(NAD 83)
 AX2267_MARKER: DB = BENCH MARK DISK
 AX2267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2267_SP_SET: CULVERT
 AX2267_STAMPING: C 830 RESET 1967
 AX2267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2267+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2002
 AX2267
 AX2267  HISTORY     - Date     Condition        Report By
 AX2267  HISTORY     - 1967     MONUMENTED       CGS
 AX2267  HISTORY     - 1988     GOOD             USPSQD
 AX2267  HISTORY     - 20020525 GOOD             USPSQD
 AX2267
 AX2267                          STATION DESCRIPTION
 AX2267
 AX2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AX2267'1.3 MI N FROM SEQUIN.
 AX2267'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE SOUTHERN
 AX2267'PACIFIC RAILROAD STATION AT SEQUIN, SET IN THE TOP OF THE NORTHEAST
 AX2267'CORNER OF THE EAST HEADWALL OF A CONCRETE CULVERT, AT HIGHWAY SURVEY
 AX2267'STATION 69 + 83, 33.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 AX2267
 AX2267                          STATION RECOVERY (1988)
 AX2267
 AX2267'RECOVERY NOTE BY US POWER SQUADRON 1988 (NYR)
 AX2267'RECOVERED IN GOOD CONDITION.
 AX2267
 AX2267                          STATION RECOVERY (2002)
 AX2267
 AX2267'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX2267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1554 ***********************************************************************
 AX1554  DESIGNATION -  C 831
 AX1554  PID         -  AX1554
 AX1554  STATE/COUNTY-  TX/BASTROP
 AX1554  USGS QUAD   -  ROSANKY (1981)
 AX1554
 AX1554                         *CURRENT SURVEY CONTROL
 AX1554  ___________________________________________________________________
 AX1554* NAD 83(1986)-  29 53 03.     (N)    097 21 00.     (W)     SCALED    
 AX1554* NAVD 88     -       152.41   (+/-2cm)     500.0    (feet)  VERTCON   
 AX1554  ___________________________________________________________________
 AX1554  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1554
 AX1554  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1554
 AX1554.The horizontal coordinates were scaled from a topographic map and have
 AX1554.an estimated accuracy of +/- 6 seconds.
 AX1554
 AX1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1554.The vertical order pertains to the NGVD 29 superseded value.
 AX1554
 AX1554.The geoid height was determined by GEOID03.
 AX1554
 AX1554;                    North         East    Units  Estimated Accuracy
 AX1554;SPC TX C     - 3,027,980.      988,170.      MT  (+/- 180 meters Scaled)
 AX1554
 AX1554                          SUPERSEDED SURVEY CONTROL
 AX1554
 AX1554  NGVD 29 (??/??/92)  152.347  (m)          499.83   (f) ADJ UNCH    2 0
 AX1554
 AX1554.Superseded values are not recommended for survey control.
 AX1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1554.See file dsdata.txt to determine how the superseded data were derived.
 AX1554
 AX1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU593070(NAD 83)
 AX1554_MARKER: DB = BENCH MARK DISK
 AX1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1554_STAMPING: C 831 1943
 AX1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1554+STABILITY: SURFACE MOTION
 AX1554
 AX1554  HISTORY     - Date     Condition        Report By
 AX1554  HISTORY     - 1943     MONUMENTED       CGS
 AX1554  HISTORY     - 1956     GOOD             NGS
 AX1554
 AX1554                          STATION DESCRIPTION
 AX1554
 AX1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AX1554'IN STRING PRAIRIE.
 AX1554'IT IS AT STRING PRAIRIE SCHOOL, ABOUT 150 FEET EAST OF THE SCHOOL
 AX1554'HOUSE, IN THE FENCE LINE EXTENDING EAST AND WEST ALONG THE NORTH SIDE
 AX1554'OF THE SCHOOL HOUSE AND IS ABOUT 12 YARDS NORTHWEST OF THE NORTHWEST
 AX1554'RIGHT-OF-WAY LINE OF HIGHWAY NO. 304 AND IS NORTH OF THE JUNCTION OF
 AX1554'THE HIGHWAY AND A GRADED ROAD LEADING WEST.  A STANDARD DISK STAMPED C
 AX1554'831 1943 AND SET IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0527 ***********************************************************************
 AY0527  DESIGNATION -  C 832
 AY0527  PID         -  AY0527
 AY0527  STATE/COUNTY-  TX/BEXAR
 AY0527  USGS QUAD   -  ELMENDORF (1992)
 AY0527
 AY0527                         *CURRENT SURVEY CONTROL
 AY0527  ___________________________________________________________________
 AY0527* NAD 83(1986)-  29 20 36.     (N)    098 17 48.     (W)     SCALED    
 AY0527* NAVD 88     -       164.27   (+/-2cm)     538.9    (feet)  VERTCON   
 AY0527  ___________________________________________________________________
 AY0527  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AY0527
 AY0527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0527
 AY0527.The horizontal coordinates were scaled from a topographic map and have
 AY0527.an estimated accuracy of +/- 6 seconds.
 AY0527
 AY0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0527.The vertical order pertains to the NGVD 29 superseded value.
 AY0527
 AY0527.The geoid height was determined by GEOID03.
 AY0527
 AY0527;                    North         East    Units  Estimated Accuracy
 AY0527;SPC TXSC     - 4,167,550.      668,300.      MT  (+/- 180 meters Scaled)
 AY0527
 AY0527                          SUPERSEDED SURVEY CONTROL
 AY0527
 AY0527  NGVD 29 (??/??/92)  164.171  (m)          538.62   (f) ADJ UNCH    2 0
 AY0527
 AY0527.Superseded values are not recommended for survey control.
 AY0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0527.See file dsdata.txt to determine how the superseded data were derived.
 AY0527
 AY0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT682462(NAD 83)
 AY0527_MARKER: DB = BENCH MARK DISK
 AY0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0527_STAMPING: C 832 1943
 AY0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0527+STABILITY: SURFACE MOTION
 AY0527
 AY0527  HISTORY     - Date     Condition        Report By
 AY0527  HISTORY     - 1943     MONUMENTED       CGS
 AY0527  HISTORY     - 1987     GOOD             USGS
 AY0527  HISTORY     - 1988     POOR             USPSQD
 AY0527  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0527  HISTORY     - 20040227 MARK NOT FOUND   USPSQD
 AY0527
 AY0527                          STATION DESCRIPTION
 AY0527
 AY0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0527'2.15 MI S FROM SAYERS.
 AY0527'TO REACH FROM THE SCHOOL HOUSE AT SAYERS-- PROCEED 2.15 MILES
 AY0527'SOUTHERLY ALONG THE STUART ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AY0527'29.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AY0527'HIGHWAY, AND 12.0 FEET NORTH OF THE CENTERLINE OF A WIRE GATE AND A
 AY0527'FARM ROAD LEADING WEST.  IT IS 4.5 FEET SOUTHWEST OF A TELEPHONE POLE,
 AY0527'3.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTH OF A
 AY0527'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.  NOTE--
 AY0527'BENCH MARK IS ABOUT 0.4 MILE SOUTH OF AN ASPHALT ROAD INTERSECTION.
 AY0527
 AY0527                          STATION RECOVERY (1987)
 AY0527
 AY0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0527'RECOVERED IN GOOD CONDITION.
 AY0527
 AY0527                          STATION RECOVERY (1988)
 AY0527
 AY0527'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0527'MARK RECOVERED IN POOR CONDITION.
 AY0527
 AY0527                          STATION RECOVERY (1999)
 AY0527
 AY0527'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0527'MARK NOT FOUND.
 AY0527
 AY0527                          STATION RECOVERY (2004)
 AY0527
 AY0527'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0508 ***********************************************************************
 AY0508  DESIGNATION -  C 833
 AY0508  PID         -  AY0508
 AY0508  STATE/COUNTY-  TX/BEXAR
 AY0508  USGS QUAD   -  ELMENDORF (1992)
 AY0508
 AY0508                         *CURRENT SURVEY CONTROL
 AY0508  ___________________________________________________________________
 AY0508* NAD 83(1986)-  29 19 26.     (N)    098 15 03.     (W)     SCALED    
 AY0508* NAVD 88     -       173.32   (+/-2cm)     568.6    (feet)  VERTCON   
 AY0508  ___________________________________________________________________
 AY0508  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AY0508
 AY0508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0508
 AY0508.The horizontal coordinates were scaled from a topographic map and have
 AY0508.an estimated accuracy of +/- 6 seconds.
 AY0508
 AY0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0508.The vertical order pertains to the NGVD 29 superseded value.
 AY0508
 AY0508.The geoid height was determined by GEOID03.
 AY0508
 AY0508;                    North         East    Units  Estimated Accuracy
 AY0508;SPC TXSC     - 4,165,430.      672,760.      MT  (+/- 180 meters Scaled)
 AY0508
 AY0508                          SUPERSEDED SURVEY CONTROL
 AY0508
 AY0508  NGVD 29 (??/??/92)  173.226  (m)          568.33   (f) ADJ UNCH    2 0
 AY0508
 AY0508.Superseded values are not recommended for survey control.
 AY0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0508.See file dsdata.txt to determine how the superseded data were derived.
 AY0508
 AY0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT727441(NAD 83)
 AY0508_MARKER: DB = BENCH MARK DISK
 AY0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0508_STAMPING: C 833 1943
 AY0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0508+STABILITY: SURFACE MOTION
 AY0508
 AY0508  HISTORY     - Date     Condition        Report By
 AY0508  HISTORY     - 1943     MONUMENTED       CGS
 AY0508  HISTORY     - 1957     GOOD             DOD
 AY0508  HISTORY     - 1987     MARK NOT FOUND   USGS
 AY0508  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0508  HISTORY     - 20040227 MARK NOT FOUND   USPSQD
 AY0508
 AY0508                          STATION DESCRIPTION
 AY0508
 AY0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0508'8.3 MI NE FROM ELMENDORF.
 AY0508'TO REACH FROM THE CATHOLIC CHURCH AT ELMENDORF-- PROCEED 5.95 MILES
 AY0508'NORTHEASTERLY ALONG THE ADKINS-ELMENDORF ROAD TO A CROSS ROAD
 AY0508'INTERSECTION, THENCE 1.7 MILES NORTHERLY TO A T-ROAD INTERSECTION,
 AY0508'THENCE 0.65 MILE SOUTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AY0508'ABOUT 44.0 FEET SOUTH OF THE SOUTH CORNER OF AN OLD ABANDONED FRAME
 AY0508'HOUSE, AND ABOUT 44.0 FEET NORTHWEST OF POWER POLE NO. 8-10E.  IT IS
 AY0508'35.0 FEET NORTHEAST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF
 AY0508'ROAD, 3.3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET
 AY0508'SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2
 AY0508'FOOT.
 AY0508
 AY0508                          STATION RECOVERY (1957)
 AY0508
 AY0508'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0508'RECOVERED IN GOOD CONDITION.
 AY0508
 AY0508                          STATION RECOVERY (1987)
 AY0508
 AY0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0508'MARK NOT FOUND.
 AY0508
 AY0508                          STATION RECOVERY (1999)
 AY0508
 AY0508'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0508'MARK NOT FOUND.
 AY0508
 AY0508                          STATION RECOVERY (2004)
 AY0508
 AY0508'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2383 ***********************************************************************
 AX2383  DESIGNATION -  C 834
 AX2383  PID         -  AX2383
 AX2383  STATE/COUNTY-  TX/GUADALUPE
 AX2383  USGS QUAD   -  DARST CREEK (1964)
 AX2383
 AX2383                         *CURRENT SURVEY CONTROL
 AX2383  ___________________________________________________________________
 AX2383* NAD 83(1986)-  29 33 08.     (N)    097 46 41.     (W)     SCALED    
 AX2383* NAVD 88     -       123.69   (+/-2cm)     405.8    (feet)  VERTCON   
 AX2383  ___________________________________________________________________
 AX2383  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2383
 AX2383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2383
 AX2383.The horizontal coordinates were scaled from a topographic map and have
 AX2383.an estimated accuracy of +/- 6 seconds.
 AX2383
 AX2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2383.The vertical order pertains to the NGVD 29 superseded value.
 AX2383
 AX2383.The geoid height was determined by GEOID03.
 AX2383
 AX2383;                    North         East    Units  Estimated Accuracy
 AX2383;SPC TXSC     - 4,191,120.      718,410.      MT  (+/- 180 meters Scaled)
 AX2383
 AX2383                          SUPERSEDED SURVEY CONTROL
 AX2383
 AX2383  NGVD 29 (??/??/92)  123.624  (m)          405.59   (f) ADJ UNCH    2 0
 AX2383
 AX2383.Superseded values are not recommended for survey control.
 AX2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2383.See file dsdata.txt to determine how the superseded data were derived.
 AX2383
 AX2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT183697(NAD 83)
 AX2383_MARKER: DB = BENCH MARK DISK
 AX2383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2383_SP_SET: ABUTMENT
 AX2383_STAMPING: C 834 1943
 AX2383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2383
 AX2383  HISTORY     - Date     Condition        Report By
 AX2383  HISTORY     - 1943     MONUMENTED       CGS
 AX2383  HISTORY     - 1958     GOOD             DOD
 AX2383  HISTORY     - 1988     GOOD             USPSQD
 AX2383  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2383  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2383  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2383
 AX2383                          STATION DESCRIPTION
 AX2383
 AX2383'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AX2383'6.2 MI W FROM BELMONT.
 AX2383'MARK IS FLUSH WITH CONCRETE ABUTMENT.  TO REACH FROM THE INTERSECTION
 AX2383'OF STATE HIGHWAY NO. 3 AND NO. 80 AT BELMONT, PROCEED 6.2 MI. W. ALONG
 AX2383'STATE HIGHWAY NO. 3 TO SITE OF BM.  BENCH MARK IS ABOUT 0.15 MI. W. OF
 AX2383'A HUMBLE PIPE LINE CO. PUMPING STATION AND AN ASPHALT ROAD
 AX2383'INTERSECTION LEADING N.  IT IS ALSO 10 FEET N. OF AND ABOUT 0.5 FOOT
 AX2383'BELOW THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE N. END OF
 AX2383'THE E. ABUTMENT OF A SMALL STEEL BRIDGE OVER A CREEK, 133 FEET N.E. OF
 AX2383'THE N.E. EDGE OF A LONE TREE AND 10.5 FEET HIGHER.
 AX2383
 AX2383                          STATION RECOVERY (1988)
 AX2383
 AX2383'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2383'RECOVERED IN GOOD CONDITION.
 AX2383
 AX2383                          STATION RECOVERY (1993)
 AX2383
 AX2383'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2383'MARK NOT FOUND.
 AX2383
 AX2383                          STATION RECOVERY (1999)
 AX2383
 AX2383'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2383'MARK NOT FOUND.
 AX2383
 AX2383                          STATION RECOVERY (2003)
 AX2383
 AX2383'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1585 ***********************************************************************
 AX1585  DESIGNATION -  C 835
 AX1585  PID         -  AX1585
 AX1585  STATE/COUNTY-  TX/GONZALES
 AX1585  USGS QUAD   -  GONZALES NORTH (1981)
 AX1585
 AX1585                         *CURRENT SURVEY CONTROL
 AX1585  ___________________________________________________________________
 AX1585* NAD 83(1986)-  29 30 50.     (N)    097 29 43.     (W)     SCALED    
 AX1585* NAVD 88     -        91.09   (+/-2cm)     298.9    (feet)  VERTCON   
 AX1585  ___________________________________________________________________
 AX1585  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AX1585
 AX1585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1585
 AX1585.The horizontal coordinates were scaled from a topographic map and have
 AX1585.an estimated accuracy of +/- 6 seconds.
 AX1585
 AX1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1585.The vertical order pertains to the NGVD 29 superseded value.
 AX1585
 AX1585.The geoid height was determined by GEOID03.
 AX1585
 AX1585;                    North         East    Units  Estimated Accuracy
 AX1585;SPC TXSC     - 4,187,190.      745,860.      MT  (+/- 180 meters Scaled)
 AX1585
 AX1585                          SUPERSEDED SURVEY CONTROL
 AX1585
 AX1585  NGVD 29 (??/??/92)   91.049  (m)          298.72   (f) ADJ UNCH    2 0
 AX1585
 AX1585.Superseded values are not recommended for survey control.
 AX1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1585.See file dsdata.txt to determine how the superseded data were derived.
 AX1585
 AX1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT458658(NAD 83)
 AX1585_MARKER: DB = BENCH MARK DISK
 AX1585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1585_SP_SET: BRIDGE ABUTMENT
 AX1585_STAMPING: C 835 1943
 AX1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1585
 AX1585  HISTORY     - Date     Condition        Report By
 AX1585  HISTORY     - 1943     MONUMENTED       CGS
 AX1585  HISTORY     - 1971     GOOD             NGS
 AX1585  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1585
 AX1585                          STATION DESCRIPTION
 AX1585
 AX1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1585'2.2 MI W FROM GONZALES.
 AX1585'TO REACH FROM THE INTERSECTION OF STATES HIGHWAYS NO.3 AND NO.29, AT
 AX1585'GONZALES, PROCEED 2.2 MI. W. ALONG STATE HIGHWAY NO.3 TO SITE OF BM.
 AX1585'BENCH MARK IS SET HORIZONTALLY IN THE N. END OF THE W. CONCRETE
 AX1585'ABUTMENT OF A LARGE STEEL BRIDGE OVER SAN MARCOS RIVER. IT IS 15 FEET
 AX1585'N OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY.
 AX1585
 AX1585                          STATION RECOVERY (1971)
 AX1585
 AX1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1585'RECOVERED IN GOOD CONDITION.
 AX1585
 AX1585                          STATION RECOVERY (1988)
 AX1585
 AX1585'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX1585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1586 ***********************************************************************
 AX1586  DESIGNATION -  C 835 RESET 1971
 AX1586  PID         -  AX1586
 AX1586  STATE/COUNTY-  TX/GONZALES
 AX1586  USGS QUAD   -  GONZALES NORTH (1981)
 AX1586
 AX1586                         *CURRENT SURVEY CONTROL
 AX1586  ___________________________________________________________________
 AX1586* NAD 83(1986)-  29 30 50.     (N)    097 29 43.     (W)     SCALED    
 AX1586* NAVD 88     -        90.77   (+/-2cm)     297.8    (feet)  VERTCON   
 AX1586  ___________________________________________________________________
 AX1586  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AX1586
 AX1586  VERT ORDER  -  THIRD (See Below)
 AX1586
 AX1586.The horizontal coordinates were scaled from a topographic map and have
 AX1586.an estimated accuracy of +/- 6 seconds.
 AX1586
 AX1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1586.The vertical order pertains to the NGVD 29 superseded value.
 AX1586
 AX1586.The geoid height was determined by GEOID03.
 AX1586
 AX1586;                    North         East    Units  Estimated Accuracy
 AX1586;SPC TXSC     - 4,187,190.      745,860.      MT  (+/- 180 meters Scaled)
 AX1586
 AX1586                          SUPERSEDED SURVEY CONTROL
 AX1586
 AX1586  NGVD 29 (??/??/??)   90.73   (m)          297.7    (f) RESET       3  
 AX1586
 AX1586.Superseded values are not recommended for survey control.
 AX1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1586.See file dsdata.txt to determine how the superseded data were derived.
 AX1586
 AX1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT458658(NAD 83)
 AX1586_MARKER: DB = BENCH MARK DISK
 AX1586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1586_SP_SET: MONUMENT
 AX1586_STAMPING: C 835 RESET 1971
 AX1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1586
 AX1586  HISTORY     - Date     Condition        Report By
 AX1586  HISTORY     - 1971     MONUMENTED       NGS
 AX1586  HISTORY     - 1988     GOOD             USPSQD
 AX1586  HISTORY     - 20030517 GOOD             USPSQD
 AX1586
 AX1586                          STATION DESCRIPTION
 AX1586
 AX1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX1586'2.3 MI W FROM GONZALES.
 AX1586'2.3 MILES WEST ALONG ALTERNATE U.S. HIGHWAY 90 FROM ITS INTERSECTION
 AX1586'WITH U.S. HIGHWAY 183 AT THE NORTH EDGE OF GONZALES, 180 FEET WEST-
 AX1586'NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE, 60 FEET NORTH OF THE
 AX1586'CENTER OF THE HIGHWAY, 12 FEET EAST OF THE EAST END OF A WIRE GATE,
 AX1586'4.5 FEET EAST OF A METAL WITNESS POST, 1 FOOT SOUTH OF A FENCE LINE,
 AX1586'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 AX1586
 AX1586                          STATION RECOVERY (1988)
 AX1586
 AX1586'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1586'RECOVERED IN GOOD CONDITION.
 AX1586
 AX1586                          STATION RECOVERY (2003)
 AX1586
 AX1586'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2076 ***********************************************************************
 AX2076  DESIGNATION -  C 836
 AX2076  PID         -  AX2076
 AX2076  STATE/COUNTY-  TX/GONZALES
 AX2076  USGS QUAD   -  LEESVILLE (1987)
 AX2076
 AX2076                         *CURRENT SURVEY CONTROL
 AX2076  ___________________________________________________________________
 AX2076* NAD 83(1986)-  29 25 38.     (N)    097 44 25.     (W)     SCALED    
 AX2076* NAVD 88     -       118.58   (+/-2cm)     389.0    (feet)  VERTCON   
 AX2076  ___________________________________________________________________
 AX2076  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2076
 AX2076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2076
 AX2076.The horizontal coordinates were scaled from a topographic map and have
 AX2076.an estimated accuracy of +/- 6 seconds.
 AX2076
 AX2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2076.The vertical order pertains to the NGVD 29 superseded value.
 AX2076
 AX2076.The geoid height was determined by GEOID03.
 AX2076
 AX2076;                    North         East    Units  Estimated Accuracy
 AX2076;SPC TXSC     - 4,177,300.      722,220.      MT  (+/- 180 meters Scaled)
 AX2076
 AX2076                          SUPERSEDED SURVEY CONTROL
 AX2076
 AX2076  NGVD 29 (??/??/92)  118.535  (m)          388.89   (f) ADJ UNCH    2 0
 AX2076
 AX2076.Superseded values are not recommended for survey control.
 AX2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2076.See file dsdata.txt to determine how the superseded data were derived.
 AX2076
 AX2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT221559(NAD 83)
 AX2076_MARKER: DB = BENCH MARK DISK
 AX2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2076_STAMPING: C 836 1943
 AX2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2076+STABILITY: SURFACE MOTION
 AX2076
 AX2076  HISTORY     - Date     Condition        Report By
 AX2076  HISTORY     - 1943     MONUMENTED       CGS
 AX2076  HISTORY     - 20040815 GOOD             USPSQD
 AX2076
 AX2076                          STATION DESCRIPTION
 AX2076
 AX2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2076'1.4 MI N FROM LEESVILLE.
 AX2076'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 1.4 MI. N. ALONG STATE
 AX2076'HIGHWAY NO. 80 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MI. N.
 AX2076'OF A CROSS ROAD INTERSECTION, ABOUT 75 FEET S. OF THE CENTERLINE OF A
 AX2076'WOODEN GATE, AND 63.4 FEET E. OF AND ABOUT 1 FOOT ABOVE THE CENTERLINE
 AX2076'OF HIGHWAY.  IT IS 4 FEET N.E. OF A FENCE CORNER 3.5 FEET E. OF THE
 AX2076'RIGHT-OF-WAY FENCE, AND 3.0 FEET E. OF A 4X4 INCH WOODEN MARKER POST.
 AX2076'MONUMENT PROJECTS 0.4 FOOT.
 AX2076
 AX2076                          STATION RECOVERY (2004)
 AX2076
 AX2076'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2036 ***********************************************************************
 AX2036  DESIGNATION -  C 837
 AX2036  PID         -  AX2036
 AX2036  STATE/COUNTY-  TX/GONZALES
 AX2036  USGS QUAD   -  LEESVILLE (1987)
 AX2036
 AX2036                         *CURRENT SURVEY CONTROL
 AX2036  ___________________________________________________________________
 AX2036* NAD 83(1986)-  29 25 05.     (N)    097 39 32.     (W)     SCALED    
 AX2036* NAVD 88     -       119.94   (+/-2cm)     393.5    (feet)  VERTCON   
 AX2036  ___________________________________________________________________
 AX2036  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AX2036
 AX2036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2036
 AX2036.The horizontal coordinates were scaled from a topographic map and have
 AX2036.an estimated accuracy of +/- 6 seconds.
 AX2036
 AX2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2036.The vertical order pertains to the NGVD 29 superseded value.
 AX2036
 AX2036.The geoid height was determined by GEOID03.
 AX2036
 AX2036;                    North         East    Units  Estimated Accuracy
 AX2036;SPC TXSC     - 4,176,380.      730,130.      MT  (+/- 180 meters Scaled)
 AX2036
 AX2036                          SUPERSEDED SURVEY CONTROL
 AX2036
 AX2036  NGVD 29 (??/??/92)  119.898  (m)          393.37   (f) ADJ UNCH    2 0
 AX2036
 AX2036.Superseded values are not recommended for survey control.
 AX2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2036.See file dsdata.txt to determine how the superseded data were derived.
 AX2036
 AX2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT301550(NAD 83)
 AX2036_MARKER: DB = BENCH MARK DISK
 AX2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2036_STAMPING: C 837 1943
 AX2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2036+STABILITY: SURFACE MOTION
 AX2036
 AX2036  HISTORY     - Date     Condition        Report By
 AX2036  HISTORY     - 1943     MONUMENTED       CGS
 AX2036  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX2036
 AX2036                          STATION DESCRIPTION
 AX2036
 AX2036'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2036'1.05 MI W FROM BEBE.
 AX2036'TO REACH FROM THE SCHOOL HOUSE AT BEBE, PROCEED 1.05 MI. W. ALONG THE
 AX2036'LEESVILLE-BEBE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4
 AX2036'MI. W. OF A SIDE ROAD INTERSECTION LEADING N. AND ABOUT 130 FEET E. OF
 AX2036'THE CENTERLINE OF A WOODENGATE AND A PRIVATE ROAD LEADING N. TO A
 AX2036'FRAME HOUSE.  IT IS 28 FEET N. OF AND ABOUT 2 FEET ABOVE THE
 AX2036'CENTERLINE OF ROAD, 5.7 FEET N. OF A FENCE CORNER, 1.5 FEET E. OF A
 AX2036'FENCE AND 3.2 FEET N. OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT
 AX2036'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2066 ***********************************************************************
 AX2066  DESIGNATION -  C 838
 AX2066  PID         -  AX2066
 AX2066  STATE/COUNTY-  TX/GUADALUPE
 AX2066  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX2066
 AX2066                         *CURRENT SURVEY CONTROL
 AX2066  ___________________________________________________________________
 AX2066* NAD 83(1986)-  29 28 59.     (N)    097 54 37.     (W)     SCALED    
 AX2066* NAVD 88     -       176.97   (+/-2cm)     580.6    (feet)  VERTCON   
 AX2066  ___________________________________________________________________
 AX2066  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2066
 AX2066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2066
 AX2066.The horizontal coordinates were scaled from a topographic map and have
 AX2066.an estimated accuracy of +/- 6 seconds.
 AX2066
 AX2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2066.The vertical order pertains to the NGVD 29 superseded value.
 AX2066
 AX2066.The geoid height was determined by GEOID03.
 AX2066
 AX2066;                    North         East    Units  Estimated Accuracy
 AX2066;SPC TXSC     - 4,183,330.      705,670.      MT  (+/- 180 meters Scaled)
 AX2066
 AX2066                          SUPERSEDED SURVEY CONTROL
 AX2066
 AX2066  NGVD 29 (??/??/92)  176.895  (m)          580.36   (f) ADJ UNCH    2 0
 AX2066
 AX2066.Superseded values are not recommended for survey control.
 AX2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2066.See file dsdata.txt to determine how the superseded data were derived.
 AX2066
 AX2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT056620(NAD 83)
 AX2066_MARKER: DB = BENCH MARK DISK
 AX2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2066_STAMPING: C 838 1943
 AX2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2066+STABILITY: SURFACE MOTION
 AX2066
 AX2066  HISTORY     - Date     Condition        Report By
 AX2066  HISTORY     - 1943     MONUMENTED       CGS
 AX2066  HISTORY     - 19930808 GOOD             USPSQD
 AX2066  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2066  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2066
 AX2066                          STATION DESCRIPTION
 AX2066
 AX2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2066'9.3 MI SE FROM SEGUIN.
 AX2066'TO REACH FROM THE COURTHOUSE AT SEGUIN, PROCEED 6.55 MILES S. ALONG
 AX2066'STATE HIGHWAY NO. 123 TO A DIRT SIDE ROAD INTERSECTION LEADING E.,
 AX2066'THEN 2.75 MI. E. TO SITE OF BENCH MARK.  BENCH MARK IS 35 FEET W. OF
 AX2066'THE CENTER OF A SIDE ROAD INTERSECTION LEADING N. AND 30.3 FEET W. OF
 AX2066'THE CENTERLINE OF A WIRE GATE AND A FARM ROAD LEADING S.  IT IS 19
 AX2066'FEET S. OF AND ABOUT 3 FEET ABOVE THE CENTERLINE OF ROAD.  9.5 FEET
 AX2066'WEST OF A FENCE CORNER, 1 FOOT S. OF THE RIGHT OF WAY FENCE, AND 3.5
 AX2066'FEET E. OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AX2066
 AX2066                          STATION RECOVERY (1993)
 AX2066
 AX2066'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2066'RECOVERED IN GOOD CONDITION.
 AX2066
 AX2066                          STATION RECOVERY (1999)
 AX2066
 AX2066'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2066'MARK NOT FOUND.
 AX2066
 AX2066                          STATION RECOVERY (2003)
 AX2066
 AX2066'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX2066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1696 ***********************************************************************
 AX1696  DESIGNATION -  C 839
 AX1696  PID         -  AX1696
 AX1696  STATE/COUNTY-  TX/DE WITT
 AX1696  USGS QUAD   -  FORDTRAN (1987)
 AX1696
 AX1696                         *CURRENT SURVEY CONTROL
 AX1696  ___________________________________________________________________
 AX1696* NAD 83(1986)-  29 01 54.     (N)    097 05 40.     (W)     SCALED    
 AX1696* NAVD 88     -        58.85   (+/-2cm)     193.1    (feet)  VERTCON   
 AX1696  ___________________________________________________________________
 AX1696  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX1696
 AX1696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1696
 AX1696.The horizontal coordinates were scaled from a topographic map and have
 AX1696.an estimated accuracy of +/- 6 seconds.
 AX1696
 AX1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1696.The vertical order pertains to the NGVD 29 superseded value.
 AX1696
 AX1696.The geoid height was determined by GEOID03.
 AX1696
 AX1696;                    North         East    Units  Estimated Accuracy
 AX1696;SPC TXSC     - 4,134,320.      785,590.      MT  (+/- 180 meters Scaled)
 AX1696
 AX1696                          SUPERSEDED SURVEY CONTROL
 AX1696
 AX1696  NGVD 29 (??/??/92)   58.881  (m)          193.18   (f) ADJ UNCH    2 0
 AX1696
 AX1696.Superseded values are not recommended for survey control.
 AX1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1696.See file dsdata.txt to determine how the superseded data were derived.
 AX1696
 AX1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT855129(NAD 83)
 AX1696_MARKER: DB = BENCH MARK DISK
 AX1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1696_STAMPING: C 839 1943
 AX1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1696+STABILITY: SURFACE MOTION
 AX1696
 AX1696  HISTORY     - Date     Condition        Report By
 AX1696  HISTORY     - 1943     MONUMENTED       CGS
 AX1696
 AX1696                          STATION DESCRIPTION
 AX1696
 AX1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1696'11.4 MI N FROM NURSERY.
 AX1696'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 7.35 MILE
 AX1696'NORTHEASTERLY ALONG THE NURSERY-FORDTRAN ROAD TO A WOODEN GATE AND A
 AX1696'PRIVATE ROAD INTERSECTION LEADING NORTHWESTERLY INTO THE WELDER RANCH,
 AX1696'THENCE 3.05 MILES NORTHWESTERLY TO THE THOMASTON-FORDTRAN-STRATTON
 AX1696'ROAD INTERSECTION, THENCE 1.0 MILE NORTHERLY ALONG THE STRATTON ROAD
 AX1696'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE NORTH OF THE
 AX1696'EAST END OF A 0.2 MILE JOG IN ROAD, AND 16.0 FEET WEST OF AND ABOUT
 AX1696'THE SAME ELEVATION AS THE CENTERLINE OF ROAD. IT IS 1.5 FEET WEST OF
 AX1696'THE RIGHT-OF-WAY FENCE AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AX1696'POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0974 ***********************************************************************
 BZ0974  DESIGNATION -  C 84
 BZ0974  PID         -  BZ0974
 BZ0974  STATE/COUNTY-  TX/CORYELL
 BZ0974  USGS QUAD   -  COPPERAS COVE (1995)
 BZ0974
 BZ0974                         *CURRENT SURVEY CONTROL
 BZ0974  ___________________________________________________________________
 BZ0974* NAD 83(1986)-  31 07 22.     (N)    097 53 51.     (W)     SCALED    
 BZ0974* NAVD 88     -       329.005  (meters)    1079.41   (feet)  ADJUSTED  
 BZ0974  ___________________________________________________________________
 BZ0974  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BZ0974  DYNAMIC HT  -         328.563 (meters)    1077.96  (feet)  COMP
 BZ0974  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 BZ0974
 BZ0974  VERT ORDER  -  FIRST     CLASS II
 BZ0974
 BZ0974.The horizontal coordinates were scaled from a topographic map and have
 BZ0974.an estimated accuracy of +/- 6 seconds.
 BZ0974
 BZ0974.The orthometric height was determined by differential leveling
 BZ0974.and adjusted by the National Geodetic Survey in June 1991..
 BZ0974
 BZ0974.The geoid height was determined by GEOID03.
 BZ0974
 BZ0974.The dynamic height is computed by dividing the NAVD 88
 BZ0974.geopotential number by the normal gravity value computed on the
 BZ0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0974.degrees latitude (g = 980.6199 gals.).
 BZ0974
 BZ0974.The modeled gravity was interpolated from observed gravity values.
 BZ0974
 BZ0974;                    North         East    Units  Estimated Accuracy
 BZ0974;SPC TX C     - 3,163,960.      932,290.      MT  (+/- 180 meters Scaled)
 BZ0974
 BZ0974                          SUPERSEDED SURVEY CONTROL
 BZ0974
 BZ0974  NGVD 29 (??/??/92)  328.905  (m)         1079.08   (f) ADJ UNCH    1 2
 BZ0974
 BZ0974.Superseded values are not recommended for survey control.
 BZ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0974.See file dsdata.txt to determine how the superseded data were derived.
 BZ0974
 BZ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV051437(NAD 83)
 BZ0974_MARKER: DB = BENCH MARK DISK
 BZ0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0974_SP_SET: CONCRETE POST
 BZ0974_STAMPING: C 84 1932 1079.187
 BZ0974_MARK LOGO: CGS   
 BZ0974_PROJECTION: PROJECTING 15 CENTIMETERS
 BZ0974_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0974+STABILITY: SURFACE MOTION
 BZ0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0974+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2004
 BZ0974
 BZ0974  HISTORY     - Date     Condition        Report By
 BZ0974  HISTORY     - 1932     MONUMENTED       CGS
 BZ0974  HISTORY     - 1957     GOOD             DOD
 BZ0974  HISTORY     - 1983     GOOD             NGS
 BZ0974  HISTORY     - 19910117 GOOD             USGS
 BZ0974  HISTORY     - 20040127 GOOD             USPSQD
 BZ0974
 BZ0974                          STATION DESCRIPTION
 BZ0974
 BZ0974'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0974'0.3 MI E FROM COPPERAS COVE.
 BZ0974'0.3 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0974'STATION AT COPPERAS COVE, CORYELL COUNTY, 53 FEET SOUTHEAST OF THE
 BZ0974'FIFTH POLE EAST OF MILEPOST 254, 43.8 FEET SOUTH OF THE SOUTH RAIL OF
 BZ0974'THE MAIN TRACK, 2.4 FEET WEST OF A WHITE WOODEN WITNESS POST, AND SET
 BZ0974'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 BZ0974
 BZ0974                          STATION RECOVERY (1983)
 BZ0974
 BZ0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0974'THE MARK IS 0.9 M BELOW THE TRACKS.
 BZ0974'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  7.1 KM
 BZ0974'(4.4 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 BZ0974'STATION IN KILLEEN, THENCE 8.5 KM (5.3 MI) WESTERLY ALONG U.S.
 BZ0974'HIGHWAY 190, THENCE 0.8 KM (0.5 MI) WEST ALONG EAST AVENUE D, 0.3 KM
 BZ0974'(0.2 MI) EAST OF RAILROAD MILEPOST 254, 22.9 METERS (75.1 FT) NORTH OF
 BZ0974'THE CENTER OF THE AVENUE, 16.3 METERS (53.5 FT) EAST OF A UTILITY
 BZ0974'POLE, 10.7 METERS (35.1 FT) NORTHEAST OF A UTILITY POLE AND 8.3 METERS
 BZ0974'(27.2 FT) SOUTH OF THE NEAR RAIL OF THE SANTA FE RAILROAD.
 BZ0974'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BZ0974
 BZ0974                          STATION RECOVERY (1991)
 BZ0974
 BZ0974'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ0974'0.25 MILE (0.40 KM) WEST-NORTHWEST ALONG EAST AVENUE D (FR 1113) FROM
 BZ0974'THE POST OFFICE IN COPPERAS COVE (802 E. AVE D) , OR 4.4 MILES (7.1
 BZ0974'KM) WESTERLY ALONG THE SANTA FE RAILWAY FROM THE RAILROAD STATION IN
 BZ0974'KILLEEN, THENCE 4.05 MILES (6.52 KM) WESTERLY ALONG US 190, THENCE
 BZ0974'0.5 MILE (0.8 KM) WEST-NORTHWEST ALONG E. AVENUE D (FR 1113) , 0.2
 BZ0974'MILE (0.3 KM) WEST-NORTHWEST OF SANTA FE RAILWAY MILEPOST 253, 75
 BZ0974'FEET (22.9 M) NORTH-NORTHEAST OF CENTERLINE OF AVENUE, 54 FEET (16.5
 BZ0974'M) SOUTHEAST OF RAILROADS WOOD POWER POLE, 35 FEET (10.7 M) EAST OF A
 BZ0974'WOOD TELEPHONE POLE, AND 27 FEET (8.2 M) WEST-SOUTHWEST OF THE NEAR
 BZ0974'RAIL OF PASSING SIDING ON SOUTH SIDE OF THE MAINLINE.  A STANDARD
 BZ0974'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT (9.1 CM)
 BZ0974'ABOVE THE GROUND.
 BZ0974
 BZ0974                          STATION RECOVERY (2004)
 BZ0974
 BZ0974'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BZ0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0178 ***********************************************************************
 AY0178  DESIGNATION -  C 840
 AY0178  PID         -  AY0178
 AY0178  STATE/COUNTY-  TX/GUADALUPE
 AY0178  USGS QUAD   -  MARION (1992)
 AY0178
 AY0178                         *CURRENT SURVEY CONTROL
 AY0178  ___________________________________________________________________
 AY0178* NAD 83(1986)-  29 35 42.     (N)    098 08 55.     (W)     SCALED    
 AY0178* NAVD 88     -       212.00   (+/-2cm)     695.5    (feet)  VERTCON   
 AY0178  ___________________________________________________________________
 AY0178  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AY0178
 AY0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0178
 AY0178.The horizontal coordinates were scaled from a topographic map and have
 AY0178.an estimated accuracy of +/- 6 seconds.
 AY0178
 AY0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0178.The vertical order pertains to the NGVD 29 superseded value.
 AY0178
 AY0178.The geoid height was determined by GEOID03.
 AY0178
 AY0178;                    North         East    Units  Estimated Accuracy
 AY0178;SPC TXSC     - 4,195,540.      682,470.      MT  (+/- 180 meters Scaled)
 AY0178
 AY0178                          SUPERSEDED SURVEY CONTROL
 AY0178
 AY0178  NGVD 29 (??/??/92)  211.902  (m)          695.22   (f) ADJ UNCH    2 0
 AY0178
 AY0178.Superseded values are not recommended for survey control.
 AY0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0178.See file dsdata.txt to determine how the superseded data were derived.
 AY0178
 AY0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT824742(NAD 83)
 AY0178_MARKER: DB = BENCH MARK DISK
 AY0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0178_STAMPING: C 840 1943
 AY0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0178+STABILITY: SURFACE MOTION
 AY0178
 AY0178  HISTORY     - Date     Condition        Report By
 AY0178  HISTORY     - 1943     MONUMENTED       CGS
 AY0178  HISTORY     - 1988     GOOD             USPSQD
 AY0178  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0178  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0178
 AY0178                          STATION DESCRIPTION
 AY0178
 AY0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0178'2.1 MI NW FROM MARION.
 AY0178'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARION, PROCEED
 AY0178'2.1 MILES NORTHWESTERLY ALONG A WINDING GRAVEL ROAD TO SITE OF BENCH
 AY0178'MARK.  BENCH MARK IS ABOUT 165.0 FEET NORTH OF A SMALL EARTH TANK,
 AY0178'22.0 FEET SOUTHWEST OF AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF
 AY0178'GRAVEL ROAD.  IT IS 3.0 FEET EAST OF A CORNER POST AT A CROSS FENCE.
 AY0178'MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AY0178'AND PROJECTS 0.4 FOOT.
 AY0178
 AY0178                          STATION RECOVERY (1988)
 AY0178
 AY0178'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0178'RECOVERED IN GOOD CONDITION.
 AY0178
 AY0178                          STATION RECOVERY (1989)
 AY0178
 AY0178'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0178'MARK NOT FOUND.
 AY0178
 AY0178                          STATION RECOVERY (1999)
 AY0178
 AY0178'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1494 ***********************************************************************
 AX1494  DESIGNATION -  C 842
 AX1494  PID         -  AX1494
 AX1494  STATE/COUNTY-  TX/FAYETTE
 AX1494  USGS QUAD   -  MULDOON (1981)
 AX1494
 AX1494                         *CURRENT SURVEY CONTROL
 AX1494  ___________________________________________________________________
 AX1494* NAD 83(1986)-  29 47 50.     (N)    097 02 16.     (W)     SCALED    
 AX1494* NAVD 88     -       114.73   (+/-2cm)     376.4    (feet)  VERTCON   
 AX1494  ___________________________________________________________________
 AX1494  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AX1494
 AX1494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1494
 AX1494.The horizontal coordinates were scaled from a topographic map and have
 AX1494.an estimated accuracy of +/- 6 seconds.
 AX1494
 AX1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1494.The vertical order pertains to the NGVD 29 superseded value.
 AX1494
 AX1494.The geoid height was determined by GEOID03.
 AX1494
 AX1494;                    North         East    Units  Estimated Accuracy
 AX1494;SPC TXSC     - 4,219,240.      789,680.      MT  (+/- 180 meters Scaled)
 AX1494
 AX1494                          SUPERSEDED SURVEY CONTROL
 AX1494
 AX1494  NGVD 29 (??/??/92)  114.692  (m)          376.29   (f) ADJ UNCH    2 0
 AX1494
 AX1494.Superseded values are not recommended for survey control.
 AX1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1494.See file dsdata.txt to determine how the superseded data were derived.
 AX1494
 AX1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT896979(NAD 83)
 AX1494_MARKER: DB = BENCH MARK DISK
 AX1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1494_STAMPING: C 842 1943
 AX1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1494+STABILITY: SURFACE MOTION
 AX1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1494+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AX1494
 AX1494  HISTORY     - Date     Condition        Report By
 AX1494  HISTORY     - 1943     MONUMENTED       CGS
 AX1494  HISTORY     - 1964     GOOD             NGS
 AX1494  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1494  HISTORY     - 20041207 GOOD             USPSQD
 AX1494
 AX1494                          STATION DESCRIPTION
 AX1494
 AX1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AX1494'3.0 MI SE FROM MULDOON.
 AX1494'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1494'STATION AT MULDOON, PROCEED 3.0 MILES SOUTHEASTERLY ALONG A SAND STONE
 AX1494'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.15 MILE WEST OF A POINT
 AX1494'MIDWAY BETWEEN TWO WOODEN BRIDGES IN THE ROAD.  IT IS 27.5 FEET NORTH
 AX1494'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 1.2
 AX1494'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND 2.8 FEET WEST OF A 4X4
 AX1494'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT. NOTE-- A
 AX1494'NEW FARM-TO-MARKET ROAD HAS BEEN BUILT IN THE AREA.  THE BENCH MARK IS
 AX1494'AT THE SOUTH RIGHT-OF-WAY FENCE OF THE NEW ROAD.  THE MILEAGE TO REACH
 AX1494'WAS FOUND TO BE CORRECT.
 AX1494
 AX1494                          STATION RECOVERY (1991)
 AX1494
 AX1494'RECOVERY NOTE BY US POWER SQUADRON 1991 (MW)
 AX1494'MARK NOT FOUND.
 AX1494
 AX1494                          STATION RECOVERY (2004)
 AX1494
 AX1494'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1157 ***********************************************************************
 AX1157  DESIGNATION -  C 844
 AX1157  PID         -  AX1157
 AX1157  STATE/COUNTY-  TX/COLORADO
 AX1157  USGS QUAD   -  WEIMAR (1981)
 AX1157
 AX1157                         *CURRENT SURVEY CONTROL
 AX1157  ___________________________________________________________________
 AX1157* NAD 83(1986)-  29 37 49.     (N)    096 46 24.     (W)     SCALED    
 AX1157* NAVD 88     -       116.57   (+/-2cm)     382.4    (feet)  VERTCON   
 AX1157  ___________________________________________________________________
 AX1157  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1157
 AX1157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1157
 AX1157.The horizontal coordinates were scaled from a topographic map and have
 AX1157.an estimated accuracy of +/- 6 seconds.
 AX1157
 AX1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1157.The vertical order pertains to the NGVD 29 superseded value.
 AX1157
 AX1157.The geoid height was determined by GEOID03.
 AX1157
 AX1157;                    North         East    Units  Estimated Accuracy
 AX1157;SPC TXSC     - 4,201,200.      815,600.      MT  (+/- 180 meters Scaled)
 AX1157
 AX1157                          SUPERSEDED SURVEY CONTROL
 AX1157
 AX1157  NGVD 29 (??/??/92)  116.541  (m)          382.35   (f) ADJ UNCH    2 0
 AX1157
 AX1157.Superseded values are not recommended for survey control.
 AX1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1157.See file dsdata.txt to determine how the superseded data were derived.
 AX1157
 AX1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT155798(NAD 83)
 AX1157_MARKER: DB = BENCH MARK DISK
 AX1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1157_STAMPING: C 844 1943
 AX1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1157+STABILITY: SURFACE MOTION
 AX1157
 AX1157  HISTORY     - Date     Condition        Report By
 AX1157  HISTORY     - 1943     MONUMENTED       CGS
 AX1157  HISTORY     - 1957     POOR             USGS
 AX1157  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 AX1157  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AX1157  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1157
 AX1157                          STATION DESCRIPTION
 AX1157
 AX1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1157'5.95 MI S FROM WEIMAR.
 AX1157'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1157'ALONG U.S. HIGHWAY NO.90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1157'THENCE 5.7 MILES SOUTHERLY ALONG THE SUBLIME ROAD TO THE INTERSECTION
 AX1157'OF A GRAVEL ROAD LEADING EAST AND SITE OF BENCH MARK.  BENCH MARK IS
 AX1157'18.6 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1157'THE ROAD AND IN LINE WITH THE NORTH RIGHT-OF-WAY FENCE OF A GRAVEL
 AX1157'ROAD LEADING EAST.  IT IS 3.4 FEET SOUTHEAST OF R.E.A. CO-OP POLE
 AX1157'NO.20/125, AND 2.8 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1157'MONUMENT PROJECTS 0.3 FOOT.
 AX1157
 AX1157                          STATION RECOVERY (1957)
 AX1157
 AX1157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AX1157'MARK RECOVERED IN POOR CONDITION.
 AX1157
 AX1157                          STATION RECOVERY (1997)
 AX1157
 AX1157'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1157'MARK NOT FOUND.
 AX1157
 AX1157                          STATION RECOVERY (2002)
 AX1157
 AX1157'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1157'MARK NOT FOUND.
 AX1157
 AX1157                          STATION RECOVERY (2004)
 AX1157
 AX1157'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0957 ***********************************************************************
 AX0957  DESIGNATION -  C 845
 AX0957  PID         -  AX0957
 AX0957  STATE/COUNTY-  TX/LAVACA
 AX0957  USGS QUAD   -  MORAVIA (1981)
 AX0957
 AX0957                         *CURRENT SURVEY CONTROL
 AX0957  ___________________________________________________________________
 AX0957* NAD 83(1986)-  29 33 49.     (N)    096 55 04.     (W)     SCALED    
 AX0957* NAVD 88     -       105.92   (+/-2cm)     347.5    (feet)  VERTCON   
 AX0957  ___________________________________________________________________
 AX0957  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0957
 AX0957  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0957
 AX0957.The horizontal coordinates were scaled from a topographic map and have
 AX0957.an estimated accuracy of +/- 6 seconds.
 AX0957
 AX0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0957.The vertical order pertains to the NGVD 29 superseded value.
 AX0957
 AX0957.The geoid height was determined by GEOID03.
 AX0957
 AX0957;                    North         East    Units  Estimated Accuracy
 AX0957;SPC TXSC     - 4,193,560.      801,740.      MT  (+/- 180 meters Scaled)
 AX0957
 AX0957                          SUPERSEDED SURVEY CONTROL
 AX0957
 AX0957  NGVD 29 (??/??/92)  105.89   (m)          347.4    (f) COMPUTED    2 0
 AX0957
 AX0957.Superseded values are not recommended for survey control.
 AX0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0957.See file dsdata.txt to determine how the superseded data were derived.
 AX0957
 AX0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT017722(NAD 83)
 AX0957_MARKER: DB = BENCH MARK DISK
 AX0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0957_SP_SET: CULVERT
 AX0957_STAMPING: C 845 1943
 AX0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0957
 AX0957  HISTORY     - Date     Condition        Report By
 AX0957  HISTORY     - 1943     MONUMENTED       CGS
 AX0957  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0957
 AX0957                          STATION DESCRIPTION
 AX0957
 AX0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0957'8.65 MI S FROM SCHULENBURG.
 AX0957'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY
 AX0957'NO.77 AT SCHULENBURG, PROCEED 8.65 MILES SOUTHERLY ALONG U.S. HIGHWAY
 AX0957'NO.77 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX0957'HORIZONTALLY IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
 AX0957'OF A 2X3 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 13.7 FEET
 AX0957'SOUTHWEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX0957
 AX0957                          STATION RECOVERY (1997)
 AX0957
 AX0957'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7674 ***********************************************************************
 AJ7674  DESIGNATION -  C 845 RESET
 AJ7674  PID         -  AJ7674
 AJ7674  STATE/COUNTY-  TX/LAVACA
 AJ7674  USGS QUAD   -  MORAVIA (1981)
 AJ7674
 AJ7674                         *CURRENT SURVEY CONTROL
 AJ7674  ___________________________________________________________________
 AJ7674* NAD 83(1986)-  29 33 49.     (N)    096 55 04.     (W)     SCALED    
 AJ7674* NAVD 88     -       105.75   (meters)     346.9    (feet)  RESET     
 AJ7674  ___________________________________________________________________
 AJ7674  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AJ7674
 AJ7674  VERT ORDER  -  THIRD
 AJ7674
 AJ7674.The horizontal coordinates were scaled from a topographic map and have
 AJ7674.an estimated accuracy of +/- 6 seconds.
 AJ7674
 AJ7674.The orthometric height was computed from unverified reset data.
 AJ7674.No vertical observational check was made to the station.
 AJ7674
 AJ7674.The geoid height was determined by GEOID03.
 AJ7674
 AJ7674;                    North         East    Units  Estimated Accuracy
 AJ7674;SPC TXSC     - 4,193,560.      801,740.      MT  (+/- 180 meters Scaled)
 AJ7674
 AJ7674                          SUPERSEDED SURVEY CONTROL
 AJ7674
 AJ7674.No superseded survey control is available for this station.
 AJ7674
 AJ7674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT017722(NAD 83)
 AJ7674_MARKER: DV = VERTICAL CONTROL DISK
 AJ7674_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ7674_SP_SET: BOX CULVERT HEADWALL
 AJ7674_STAMPING: C 845 RESET 2000
 AJ7674_MARK LOGO: NGS   
 AJ7674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7674+STABILITY: SURFACE MOTION
 AJ7674
 AJ7674  HISTORY     - Date     Condition        Report By
 AJ7674  HISTORY     - 2000     MONUMENTED       LOCENG
 AJ7674
 AJ7674                          STATION DESCRIPTION
 AJ7674
 AJ7674'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DJ)
 AJ7674'8.4 MILES (13.5 KM) SOUTH ALONG U.S.  HIGHWAY 77 FROM THE INTERSECTION
 AJ7674'OF U.S.  HIGHWAY 90 AT SCHULENGURG 0.15 MILES (0.24 KM) SOUTH OF THE
 AJ7674'JUNCTION OF FARM ROAD 532 LEADING WEST, A DISK SET IN THE TOP OF THE
 AJ7674'WEST CONCRETE HEADWALL OF A THREE FOOT WIDE BY TWO FOOT HIGH CONCRETE
 AJ7674'BOX CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0958 ***********************************************************************
 AX0958  DESIGNATION -  C 845 RESET 1956
 AX0958  PID         -  AX0958
 AX0958  STATE/COUNTY-  TX/LAVACA
 AX0958  USGS QUAD   -  MORAVIA (1981)
 AX0958
 AX0958                         *CURRENT SURVEY CONTROL
 AX0958  ___________________________________________________________________
 AX0958* NAD 83(1986)-  29 33 49.     (N)    096 55 04.     (W)     SCALED    
 AX0958* NAVD 88     -       106.002  (meters)     347.77   (feet)  ADJUSTED  
 AX0958  ___________________________________________________________________
 AX0958  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0958  DYNAMIC HT  -         105.854 (meters)     347.29  (feet)  COMP
 AX0958  MODELED GRAV-     979,239.5   (mgal)                       NAVD 88
 AX0958
 AX0958  VERT ORDER  -  FIRST     CLASS I
 AX0958
 AX0958.The horizontal coordinates were scaled from a topographic map and have
 AX0958.an estimated accuracy of +/- 6 seconds.
 AX0958
 AX0958.The orthometric height was determined by differential leveling
 AX0958.and adjusted by the National Geodetic Survey in June 1991..
 AX0958
 AX0958.The geoid height was determined by GEOID03.
 AX0958
 AX0958.The dynamic height is computed by dividing the NAVD 88
 AX0958.geopotential number by the normal gravity value computed on the
 AX0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0958.degrees latitude (g = 980.6199 gals.).
 AX0958
 AX0958.The modeled gravity was interpolated from observed gravity values.
 AX0958
 AX0958;                    North         East    Units  Estimated Accuracy
 AX0958;SPC TXSC     - 4,193,560.      801,740.      MT  (+/- 180 meters Scaled)
 AX0958
 AX0958                          SUPERSEDED SURVEY CONTROL
 AX0958
 AX0958  NGVD 29 (??/??/92)  105.981  (m)          347.71   (f) ADJ UNCH    1 1
 AX0958
 AX0958.Superseded values are not recommended for survey control.
 AX0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0958.See file dsdata.txt to determine how the superseded data were derived.
 AX0958
 AX0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT017722(NAD 83)
 AX0958_MARKER: DB = BENCH MARK DISK
 AX0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0958_SP_SET: CULVERT
 AX0958_STAMPING: C 845 RESET 1956
 AX0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0958
 AX0958  HISTORY     - Date     Condition        Report By
 AX0958  HISTORY     - 1956     MONUMENTED       CGS
 AX0958  HISTORY     - 1972     GOOD             NGS
 AX0958  HISTORY     - 1990     GOOD             USPSQD
 AX0958  HISTORY     - 19970607 GOOD             USPSQD
 AX0958
 AX0958                          STATION DESCRIPTION
 AX0958
 AX0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0958'8.4 MI S FROM SCHULENBURG.
 AX0958'ABOUT 8.4 MILES SOUTH ALONG U. S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX0958'U. S. HIGHWAY 90 AT SCHULENBURG, 0.15 MILE SOUTH OF THE JUNCTION OF
 AX0958'FARM ROAD 532 LEADING WEST, 44 FEET SOUTHWEST OF THE CENTER LINE OF
 AX0958'THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE
 AX0958'HEADWALL OF A SMALL 2-BY-3-FOOT BOX CULVERT UNDER THE HIGHWAY, AND 4
 AX0958'FEET BELOW THE LEVEL OF THE HIGHWAY.
 AX0958
 AX0958                          STATION RECOVERY (1990)
 AX0958
 AX0958'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0958'RECOVERED IN GOOD CONDITION.
 AX0958
 AX0958                          STATION RECOVERY (1997)
 AX0958
 AX0958'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1225 ***********************************************************************
 AX1225  DESIGNATION -  C 846
 AX1225  PID         -  AX1225
 AX1225  STATE/COUNTY-  TX/LAVACA
 AX1225  USGS QUAD   -  MORAVIA (1981)
 AX1225
 AX1225                         *CURRENT SURVEY CONTROL
 AX1225  ___________________________________________________________________
 AX1225* NAD 83(1986)-  29 33 57.     (N)    096 55 44.     (W)     SCALED    
 AX1225* NAVD 88     -       107.60   (+/-2cm)     353.0    (feet)  VERTCON   
 AX1225  ___________________________________________________________________
 AX1225  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1225
 AX1225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1225
 AX1225.The horizontal coordinates were scaled from a topographic map and have
 AX1225.an estimated accuracy of +/- 6 seconds.
 AX1225
 AX1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1225.The vertical order pertains to the NGVD 29 superseded value.
 AX1225
 AX1225.The geoid height was determined by GEOID03.
 AX1225
 AX1225;                    North         East    Units  Estimated Accuracy
 AX1225;SPC TXSC     - 4,193,780.      800,660.      MT  (+/- 180 meters Scaled)
 AX1225
 AX1225                          SUPERSEDED SURVEY CONTROL
 AX1225
 AX1225  NGVD 29 (??/??/92)  107.58   (m)          353.0    (f) COMPUTED    2 0
 AX1225
 AX1225.Superseded values are not recommended for survey control.
 AX1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1225.See file dsdata.txt to determine how the superseded data were derived.
 AX1225
 AX1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT006724(NAD 83)
 AX1225_MARKER: DB = BENCH MARK DISK
 AX1225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1225_SP_SET: CULVERT
 AX1225_STAMPING: C 846 1943
 AX1225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1225
 AX1225  HISTORY     - Date     Condition        Report By
 AX1225  HISTORY     - 1943     MONUMENTED       CGS
 AX1225  HISTORY     - 19970606 MARK NOT FOUND   USPSQD
 AX1225
 AX1225                          STATION DESCRIPTION
 AX1225
 AX1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1225'10.15 MI N FROM HALLETTSVILLE.
 AX1225'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 77 AND A DIRT ROAD
 AX1225'LEADING WEST TO MORAVIA (9.3 MILES NORTH OF THE CITY HALL AT
 AX1225'HALLETTSVILLE), PROCEED 0.85 MILE WESTERLY ALONG A DIRT ROAD TO A
 AX1225'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1225'HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 3X3
 AX1225'FOOT CONCRETE BOX CULVERT UNDER THE ROAD.  IT IS 0.1 MILE WEST OF A
 AX1225'SHARP CURVE IN THE ROAD, 12.3 FEET SOUTH OF AND ABOUT 0.5 FOOT ABOVE
 AX1225'THE CENTERLINE OF THE ROAD.
 AX1225
 AX1225                          STATION RECOVERY (1997)
 AX1225
 AX1225'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1226 ***********************************************************************
 AX1226  DESIGNATION -  C 846 RESET 1955
 AX1226  PID         -  AX1226
 AX1226  STATE/COUNTY-  TX/LAVACA
 AX1226  USGS QUAD   -  MORAVIA (1981)
 AX1226
 AX1226                         *CURRENT SURVEY CONTROL
 AX1226  ___________________________________________________________________
 AX1226* NAD 83(1986)-  29 33 57.     (N)    096 55 44.     (W)     SCALED    
 AX1226* NAVD 88     -       107.639  (meters)     353.15   (feet)  ADJUSTED  
 AX1226  ___________________________________________________________________
 AX1226  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1226  DYNAMIC HT  -         107.488 (meters)     352.65  (feet)  COMP
 AX1226  MODELED GRAV-     979,239.1   (mgal)                       NAVD 88
 AX1226
 AX1226  VERT ORDER  -  FIRST     CLASS I
 AX1226
 AX1226.The horizontal coordinates were scaled from a topographic map and have
 AX1226.an estimated accuracy of +/- 6 seconds.
 AX1226
 AX1226.The orthometric height was determined by differential leveling
 AX1226.and adjusted by the National Geodetic Survey in June 1991..
 AX1226
 AX1226.The geoid height was determined by GEOID03.
 AX1226
 AX1226.The dynamic height is computed by dividing the NAVD 88
 AX1226.geopotential number by the normal gravity value computed on the
 AX1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1226.degrees latitude (g = 980.6199 gals.).
 AX1226
 AX1226.The modeled gravity was interpolated from observed gravity values.
 AX1226
 AX1226;                    North         East    Units  Estimated Accuracy
 AX1226;SPC TXSC     - 4,193,780.      800,660.      MT  (+/- 180 meters Scaled)
 AX1226
 AX1226                          SUPERSEDED SURVEY CONTROL
 AX1226
 AX1226  NGVD 29 (??/??/92)  107.618  (m)          353.08   (f) ADJ UNCH    1 1
 AX1226
 AX1226.Superseded values are not recommended for survey control.
 AX1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1226.See file dsdata.txt to determine how the superseded data were derived.
 AX1226
 AX1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT006724(NAD 83)
 AX1226_MARKER: DB = BENCH MARK DISK
 AX1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1226_SP_SET: CULVERT
 AX1226_STAMPING: C 846 RESET 1955
 AX1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1226
 AX1226  HISTORY     - Date     Condition        Report By
 AX1226  HISTORY     - 1955     MONUMENTED       CGS
 AX1226  HISTORY     - 1972     GOOD             NGS
 AX1226  HISTORY     - 1990     GOOD             USPSQD
 AX1226  HISTORY     - 19970607 GOOD             USPSQD
 AX1226
 AX1226                          STATION DESCRIPTION
 AX1226
 AX1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1226'8.9 MI S FROM SCHULENBURG.
 AX1226'ABOUT 8.25 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE INTERSECTION OF
 AX1226'U.S. HIGHWAY 90 AT SCHULENBURG, THENCE 0.65 MILE WEST ALONG FARM ROAD
 AX1226'NO. 532, 0.15 MILE WEST OF THE INTERSECTION OF A NARROW GRAVEL ROAD,
 AX1226'22 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 532, AT THE OUTSIDE OF A
 AX1226'CURVE, SET IN THE TOP OF THE SOUTH CONCRETE HEADWALL FOR A 36 INCH
 AX1226'PIPE CULVERT UNDER THE FARM ROAD AND 1/2 FOOT BELOW THE LEVEL OF THE
 AX1226'HIGHWAY.
 AX1226
 AX1226                          STATION RECOVERY (1990)
 AX1226
 AX1226'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1226'RECOVERED IN GOOD CONDITION.
 AX1226
 AX1226                          STATION RECOVERY (1997)
 AX1226
 AX1226'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2100 ***********************************************************************
 AX2100  DESIGNATION -  C 849
 AX2100  PID         -  AX2100
 AX2100  STATE/COUNTY-  TX/GONZALES
 AX2100  USGS QUAD   -  COST (1987)
 AX2100
 AX2100                         *CURRENT SURVEY CONTROL
 AX2100  ___________________________________________________________________
 AX2100* NAD 83(1986)-  29 23 46.     (N)    097 32 23.     (W)     SCALED    
 AX2100* NAVD 88     -       101.06   (+/-2cm)     331.6    (feet)  VERTCON   
 AX2100  ___________________________________________________________________
 AX2100  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AX2100
 AX2100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2100
 AX2100.The horizontal coordinates were scaled from a topographic map and have
 AX2100.an estimated accuracy of +/- 6 seconds.
 AX2100
 AX2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2100.The vertical order pertains to the NGVD 29 superseded value.
 AX2100
 AX2100.The geoid height was determined by GEOID03.
 AX2100
 AX2100;                    North         East    Units  Estimated Accuracy
 AX2100;SPC TXSC     - 4,174,080.      741,720.      MT  (+/- 180 meters Scaled)
 AX2100
 AX2100                          SUPERSEDED SURVEY CONTROL
 AX2100
 AX2100  NGVD 29 (??/??/92)  101.026  (m)          331.45   (f) ADJ UNCH    2 0
 AX2100
 AX2100.Superseded values are not recommended for survey control.
 AX2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2100.See file dsdata.txt to determine how the superseded data were derived.
 AX2100
 AX2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT416527(NAD 83)
 AX2100_MARKER: DB = BENCH MARK DISK
 AX2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2100_STAMPING: C 849 1943
 AX2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2100+STABILITY: SURFACE MOTION
 AX2100
 AX2100  HISTORY     - Date     Condition        Report By
 AX2100  HISTORY     - 1943     MONUMENTED       CGS
 AX2100  HISTORY     - 1958     MARK NOT FOUND   USGS
 AX2100
 AX2100                          STATION DESCRIPTION
 AX2100
 AX2100'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AX2100'7.0 MI S FROM COST.
 AX2100'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 200 AND A GRAVEL ROAD
 AX2100'(2.15 MI. N.E. OF THE SCHOOL BUILDING AT COST), PROCEED 4.85 MILES
 AX2100'SOUTHWESTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX2100'IS 0.2 MILE SOUTHWEST OF THE INTERSECTION OF DIRT CROSS ROAD.  IT IS
 AX2100'101.0 YARDS N.E. OF A SHARP CURVE IN THE ROAD, 25.5 FEET NORTHWEST OF
 AX2100'AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF THE ROAD, 3.9 FEET N.W. OF A
 AX2100'TELEPHONE POLE AND 3 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER
 AX2100'POST.  MONUMENT PROJECTS 0.2 FOOT.  NOTE-- THIS BENCH MARK IS ALSO
 AX2100'2.45 MI. N.E. OF THE P.O. AT WRIGHTSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0252 ***********************************************************************
 CA0252  DESIGNATION -  C 85
 CA0252  PID         -  CA0252
 CA0252  STATE/COUNTY-  TX/MILLS
 CA0252  USGS QUAD   -  MULLIN (1980)
 CA0252
 CA0252                         *CURRENT SURVEY CONTROL
 CA0252  ___________________________________________________________________
 CA0252* NAD 83(1986)-  31 36 10.     (N)    098 43 52.     (W)     SCALED    
 CA0252* NAVD 88     -       421.241  (meters)    1382.02   (feet)  ADJUSTED  
 CA0252  ___________________________________________________________________
 CA0252  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CA0252  DYNAMIC HT  -         420.692 (meters)    1380.22  (feet)  COMP
 CA0252  MODELED GRAV-     979,323.2   (mgal)                       NAVD 88
 CA0252
 CA0252  VERT ORDER  -  FIRST     CLASS II
 CA0252
 CA0252.The horizontal coordinates were scaled from a topographic map and have
 CA0252.an estimated accuracy of +/- 6 seconds.
 CA0252
 CA0252.The orthometric height was determined by differential leveling
 CA0252.and adjusted by the National Geodetic Survey in June 1991..
 CA0252
 CA0252.The geoid height was determined by GEOID03.
 CA0252
 CA0252.The dynamic height is computed by dividing the NAVD 88
 CA0252.geopotential number by the normal gravity value computed on the
 CA0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0252.degrees latitude (g = 980.6199 gals.).
 CA0252
 CA0252.The modeled gravity was interpolated from observed gravity values.
 CA0252
 CA0252;                    North         East    Units  Estimated Accuracy
 CA0252;SPC TX C     - 3,215,730.      852,030.      MT  (+/- 180 meters Scaled)
 CA0252
 CA0252                          SUPERSEDED SURVEY CONTROL
 CA0252
 CA0252  NGVD 29 (??/??/92)  421.150  (m)         1381.72   (f) ADJ UNCH    1 2
 CA0252
 CA0252.Superseded values are not recommended for survey control.
 CA0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0252.See file dsdata.txt to determine how the superseded data were derived.
 CA0252
 CA0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV255964(NAD 83)
 CA0252_MARKER: DB = BENCH MARK DISK
 CA0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0252_SP_SET: CULVERT
 CA0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0252
 CA0252  HISTORY     - Date     Condition        Report By
 CA0252  HISTORY     - UNK      MONUMENTED       CGS
 CA0252  HISTORY     - 1932     GOOD             NGS
 CA0252  HISTORY     - 1976     MARK NOT FOUND   USGS
 CA0252  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0252
 CA0252                          STATION DESCRIPTION
 CA0252
 CA0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0252'5.2 MI N FROM MULLEN.
 CA0252'ON THE G.C. AND SANTA FE R.R., 10 FEET WEST OF THE TRACK IN THE
 CA0252'NORTHWEST CORNER OF CULVERT NO. 329-B, CULVERT IS BRICK ARCH WITH
 CA0252'STONE FACING, 6 1/2 POLES NORTH MILE POLE NO. 329.  THE CULVERT IS
 CA0252'USED AS AN UNDERPASS.
 CA0252
 CA0252                          STATION RECOVERY (1976)
 CA0252
 CA0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CA0252'MARK NOT FOUND.
 CA0252
 CA0252                          STATION RECOVERY (1983)
 CA0252
 CA0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0252'THERE HAS BEEN NEW CONCRETE POURED ON TOP OF THE OLD CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0214 ***********************************************************************
 AX0214  DESIGNATION -  C 850
 AX0214  PID         -  AX0214
 AX0214  STATE/COUNTY-  TX/COLORADO
 AX0214  USGS QUAD   -  ALTAIR (1981)
 AX0214
 AX0214                         *CURRENT SURVEY CONTROL
 AX0214  ___________________________________________________________________
 AX0214* NAD 83(1986)-  29 31 27.     (N)    096 26 16.     (W)     SCALED    
 AX0214* NAVD 88     -        54.60   (+/-2cm)     179.1    (feet)  VERTCON   
 AX0214  ___________________________________________________________________
 AX0214  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0214
 AX0214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0214
 AX0214.The horizontal coordinates were scaled from a topographic map and have
 AX0214.an estimated accuracy of +/- 6 seconds.
 AX0214
 AX0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0214.The vertical order pertains to the NGVD 29 superseded value.
 AX0214
 AX0214.The geoid height was determined by GEOID03.
 AX0214
 AX0214;                    North         East    Units  Estimated Accuracy
 AX0214;SPC TXSC     - 4,190,110.      848,340.      MT  (+/- 180 meters Scaled)
 AX0214
 AX0214                          SUPERSEDED SURVEY CONTROL
 AX0214
 AX0214  NGVD 29 (??/??/92)   54.595  (m)          179.12   (f) ADJ UNCH    2 0
 AX0214
 AX0214.Superseded values are not recommended for survey control.
 AX0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0214.See file dsdata.txt to determine how the superseded data were derived.
 AX0214
 AX0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT483687(NAD 83)
 AX0214_MARKER: DB = BENCH MARK DISK
 AX0214_SETTING: 0 = UNSPECIFIED SETTING
 AX0214_STAMPING: C 850 1943
 AX0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0214
 AX0214  HISTORY     - Date     Condition        Report By
 AX0214  HISTORY     - 1943     MONUMENTED       CGS
 AX0214
 AX0214                          STATION DESCRIPTION
 AX0214
 AX0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0214'3.7 MI SE FROM ALTAIR.
 AX0214'0.4 MI. W. ALONG STATE HIGHWAY NO. 200 FROM THE P.O. AT ALTAIR, 3.3
 AX0214'MI. S.E. ALONG STATE HIGHWAY NO. 71 SET AT THE W. CORNER OF A SMALL
 AX0214'GARDEN 128 FEET S.E. OF THE S. CORNER OF THE SINCLAIR SERVICE STATION,
 AX0214'BETWEEN THE 2 POWER LINE POLES, 56 FEET N.E. OF THE CENTERLINE OF THE
 AX0214'HIGHWAY, 7 FEET N OF THE CORNER FENCE POST, 1.5 FEET N.W. OF REFERENCE
 AX0214'POST.  PROJECTS 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0496 ***********************************************************************
 AX0496  DESIGNATION -  C 852
 AX0496  PID         -  AX0496
 AX0496  STATE/COUNTY-  TX/WHARTON
 AX0496  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0496
 AX0496                         *CURRENT SURVEY CONTROL
 AX0496  ___________________________________________________________________
 AX0496* NAD 83(1986)-  29 12 50.     (N)    096 23 43.     (W)     SCALED    
 AX0496* NAVD 88     -        31.65   (+/-2cm)     103.8    (feet)  VERTCON   
 AX0496  ___________________________________________________________________
 AX0496  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0496
 AX0496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0496
 AX0496.The horizontal coordinates were scaled from a topographic map and have
 AX0496.an estimated accuracy of +/- 6 seconds.
 AX0496
 AX0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0496.The vertical order pertains to the NGVD 29 superseded value.
 AX0496
 AX0496.The geoid height was determined by GEOID03.
 AX0496
 AX0496;                    North         East    Units  Estimated Accuracy
 AX0496;SPC TXSC     - 4,155,820.      853,220.      MT  (+/- 180 meters Scaled)
 AX0496
 AX0496                          SUPERSEDED SURVEY CONTROL
 AX0496
 AX0496  NGVD 29 (??/??/92)   31.649  (m)          103.84   (f) ADJ UNCH    2 0
 AX0496
 AX0496.Superseded values are not recommended for survey control.
 AX0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0496.See file dsdata.txt to determine how the superseded data were derived.
 AX0496
 AX0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT532344(NAD 83)
 AX0496_MARKER: DB = BENCH MARK DISK
 AX0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0496_STAMPING: C-852 1943
 AX0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0496+STABILITY: SURFACE MOTION
 AX0496
 AX0496  HISTORY     - Date     Condition        Report By
 AX0496  HISTORY     - 1943     MONUMENTED       CGS
 AX0496
 AX0496                          STATION DESCRIPTION
 AX0496
 AX0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0496'7.6 MI N FROM LOUISE.
 AX0496'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE STATION AT
 AX0496'LOUISE, THENCE 7.1 MILES NORTH ALONG THE COUNTY ROAD, SET IN ABOUT THE
 AX0496'CENTER OF A S CURVE AND AT A SIDE ROAD, 42 FEET NORTHWEST OF THE
 AX0496'CENTER-LINE OF THE MAIN ROAD, 25 FEET SOUTH OF THE CENTER-LINE OF THE
 AX0496'SIDE ROAD LEADING WEST, 25 FEET SOUTHWEST OF THE CENTER-LINE OF THE
 AX0496'SOUTH END OF A SMALL WOODEN BRIDGE, 1.8 FEET EAST OF REFERENCE POST.
 AX0496'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3
 AX0496'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0708 ***********************************************************************
 AX0708  DESIGNATION -  C 853
 AX0708  PID         -  AX0708
 AX0708  STATE/COUNTY-  TX/JACKSON
 AX0708  USGS QUAD   -  GANADO (1981)
 AX0708
 AX0708                         *CURRENT SURVEY CONTROL
 AX0708  ___________________________________________________________________
 AX0708* NAD 83(1986)-  29 04 56.     (N)    096 31 07.     (W)     SCALED    
 AX0708* NAVD 88     -        23.11   (+/-2cm)      75.8    (feet)  VERTCON   
 AX0708  ___________________________________________________________________
 AX0708  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0708
 AX0708  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0708
 AX0708.The horizontal coordinates were scaled from a topographic map and have
 AX0708.an estimated accuracy of +/- 6 seconds.
 AX0708
 AX0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0708.The vertical order pertains to the NGVD 29 superseded value.
 AX0708
 AX0708.The geoid height was determined by GEOID03.
 AX0708
 AX0708;                    North         East    Units  Estimated Accuracy
 AX0708;SPC TXSC     - 4,140,970.      841,540.      MT  (+/- 180 meters Scaled)
 AX0708
 AX0708                          SUPERSEDED SURVEY CONTROL
 AX0708
 AX0708  NGVD 29 (??/??/92)   23.11   (m)           75.8    (f) COMPUTED    2 0
 AX0708
 AX0708.Superseded values are not recommended for survey control.
 AX0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0708.See file dsdata.txt to determine how the superseded data were derived.
 AX0708
 AX0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT415196(NAD 83)
 AX0708_MARKER: DB = BENCH MARK DISK
 AX0708_SETTING: 0 = UNSPECIFIED SETTING
 AX0708_STAMPING: C 853 1943
 AX0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0708
 AX0708  HISTORY     - Date     Condition        Report By
 AX0708  HISTORY     - 1943     MONUMENTED       CGS
 AX0708  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX0708  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0708
 AX0708                          STATION DESCRIPTION
 AX0708
 AX0708'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX0708'3.2 MI N FROM GANADO.
 AX0708'0.3 MI. S.W. ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE STATION
 AX0708'AT GANADO, 2.9 MI. N. ALONG THE COUNTY ROAD, SET AT A T ROAD, 32 FEET
 AX0708'E. OF THE CENTERLINE OF THE ROAD, 18 FEET S. OF THE CENTERLINE OF THE
 AX0708'PRIVATE ROAD LEADING E. TO THE WHITE FARM HOUSE, 2 FEET N. OF
 AX0708'REFERENCE POST.  PROJECTS 0.3 FOOT.
 AX0708
 AX0708                          STATION RECOVERY (1998)
 AX0708
 AX0708'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0709 ***********************************************************************
 AX0709  DESIGNATION -  C 853 RESET 1950
 AX0709  PID         -  AX0709
 AX0709  STATE/COUNTY-  TX/JACKSON
 AX0709  USGS QUAD   -  GANADO (1981)
 AX0709
 AX0709                         *CURRENT SURVEY CONTROL
 AX0709  ___________________________________________________________________
 AX0709* NAD 83(1986)-  29 04 56.     (N)    096 31 07.     (W)     SCALED    
 AX0709* NAVD 88     -        23.07   (+/-2cm)      75.7    (feet)  VERTCON   
 AX0709  ___________________________________________________________________
 AX0709  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0709
 AX0709  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0709
 AX0709.The horizontal coordinates were scaled from a topographic map and have
 AX0709.an estimated accuracy of +/- 6 seconds.
 AX0709
 AX0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0709.The vertical order pertains to the NGVD 29 superseded value.
 AX0709
 AX0709.The geoid height was determined by GEOID03.
 AX0709
 AX0709;                    North         East    Units  Estimated Accuracy
 AX0709;SPC TXSC     - 4,140,970.      841,540.      MT  (+/- 180 meters Scaled)
 AX0709
 AX0709                          SUPERSEDED SURVEY CONTROL
 AX0709
 AX0709  NGVD 29 (??/??/92)   23.079  (m)           75.72   (f) ADJ UNCH    2 0
 AX0709
 AX0709.Superseded values are not recommended for survey control.
 AX0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0709.See file dsdata.txt to determine how the superseded data were derived.
 AX0709
 AX0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT415196(NAD 83)
 AX0709_MARKER: DB = BENCH MARK DISK
 AX0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0709_STAMPING: C 853 RESET 1950
 AX0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0709+STABILITY: SURFACE MOTION
 AX0709
 AX0709  HISTORY     - Date     Condition        Report By
 AX0709  HISTORY     - 1950     MONUMENTED       CGS
 AX0709  HISTORY     - 1972     GOOD             NGS
 AX0709  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0709
 AX0709                          STATION DESCRIPTION
 AX0709
 AX0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0709'2.85 MI N FROM GANADO.
 AX0709'ABOUT 2.85 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0709'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, 0.4 MILE SOUTH OF THE
 AX0709'JUNCTION OF SHERRILL ROAD WHICH LEADS EAST, 56.5 FEET WEST-NORTHWEST
 AX0709'OF THE NORTHWEST CORNER OF A FRAME HOUSE, 41 FEET EAST OF THE CENTER
 AX0709'LINE OF THE ROAD, 27 1/2 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY
 AX0709'TO THE HOUSE, 7.4 FEET SOUTH OF UNDERGROUND TELEPHONE CABLE MARKER
 AX0709'NUMBER 9, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 AX0709'TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 AX0709
 AX0709                          STATION RECOVERY (1998)
 AX0709
 AX0709'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0890 ***********************************************************************
 AX0890  DESIGNATION -  C 854
 AX0890  PID         -  AX0890
 AX0890  STATE/COUNTY-  TX/JACKSON
 AX0890  USGS QUAD   -  GANADO (1981)
 AX0890
 AX0890                         *CURRENT SURVEY CONTROL
 AX0890  ___________________________________________________________________
 AX0890* NAD 83(1986)-  29 06 56.     (N)    096 36 40.     (W)     SCALED    
 AX0890* NAVD 88     -        27.39   (+/-2cm)      89.9    (feet)  VERTCON   
 AX0890  ___________________________________________________________________
 AX0890  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AX0890
 AX0890  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0890
 AX0890.The horizontal coordinates were scaled from a topographic map and have
 AX0890.an estimated accuracy of +/- 6 seconds.
 AX0890
 AX0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0890.The vertical order pertains to the NGVD 29 superseded value.
 AX0890
 AX0890.The geoid height was determined by GEOID03.
 AX0890
 AX0890;                    North         East    Units  Estimated Accuracy
 AX0890;SPC TXSC     - 4,144,480.      832,470.      MT  (+/- 180 meters Scaled)
 AX0890
 AX0890                          SUPERSEDED SURVEY CONTROL
 AX0890
 AX0890  NGVD 29 (??/??/92)   27.396  (m)           89.88   (f) ADJ UNCH    2 0
 AX0890
 AX0890.Superseded values are not recommended for survey control.
 AX0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0890.See file dsdata.txt to determine how the superseded data were derived.
 AX0890
 AX0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT324231(NAD 83)
 AX0890_MARKER: DB = BENCH MARK DISK
 AX0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0890_STAMPING: C 854 1943
 AX0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0890+STABILITY: SURFACE MOTION
 AX0890
 AX0890  HISTORY     - Date     Condition        Report By
 AX0890  HISTORY     - 1943     MONUMENTED       CGS
 AX0890  HISTORY     - 1972     GOOD             NGS
 AX0890
 AX0890                          STATION DESCRIPTION
 AX0890
 AX0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0890'2.55 MI SE FROM CORDELE.
 AX0890'ABOUT 1.5 MILES SOUTH ALONG FARM TO MARKET ROAD NO. 530 FROM THE
 AX0890'METHODIST CHURCH AT CORDELE, THENCE 1.05 MILES EAST ALONG BAGBY ROAD,
 AX0890'0.35 MILE EAST OF A WOODEN BRIDGE OVER BRUSHY CREEK, AT THE OUTSIDE OF
 AX0890'A SLIGHT CURVE IN THE ROAD, 218 FEET WEST OF A POWER LINE POLE, 35
 AX0890'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 12 1/2 FEET SOUTHWEST OF
 AX0890'THE NORTH ONE OF TWO BRACE POSTS IN THE FENCE LINE, 2.2 FEET SOUTH OF
 AX0890'THE RIGHT-OF-WAY FENCE LINE, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 AX0890'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AX0890'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1757 ***********************************************************************
 AX1757  DESIGNATION -  C 855
 AX1757  PID         -  AX1757
 AX1757  STATE/COUNTY-  TX/GONZALES
 AX1757  USGS QUAD   -  CHEAPSIDE (1987)
 AX1757
 AX1757                         *CURRENT SURVEY CONTROL
 AX1757  ___________________________________________________________________
 AX1757* NAD 83(1986)-  29 19 39.     (N)    097 26 20.     (W)     SCALED    
 AX1757* NAVD 88     -        85.75   (+/-2cm)     281.3    (feet)  VERTCON   
 AX1757  ___________________________________________________________________
 AX1757  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AX1757
 AX1757  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1757
 AX1757.The horizontal coordinates were scaled from a topographic map and have
 AX1757.an estimated accuracy of +/- 6 seconds.
 AX1757
 AX1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1757.The vertical order pertains to the NGVD 29 superseded value.
 AX1757
 AX1757.The geoid height was determined by GEOID03.
 AX1757
 AX1757;                    North         East    Units  Estimated Accuracy
 AX1757;SPC TXSC     - 4,166,610.      751,610.      MT  (+/- 180 meters Scaled)
 AX1757
 AX1757                          SUPERSEDED SURVEY CONTROL
 AX1757
 AX1757  NGVD 29 (??/??/92)   85.728  (m)          281.26   (f) ADJ UNCH    2 0
 AX1757
 AX1757.Superseded values are not recommended for survey control.
 AX1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1757.See file dsdata.txt to determine how the superseded data were derived.
 AX1757
 AX1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT515452(NAD 83)
 AX1757_MARKER: DB = BENCH MARK DISK
 AX1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1757_STAMPING: C 855 1943
 AX1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1757+STABILITY: SURFACE MOTION
 AX1757
 AX1757  HISTORY     - Date     Condition        Report By
 AX1757  HISTORY     - 1943     MONUMENTED       CGS
 AX1757
 AX1757                          STATION DESCRIPTION
 AX1757
 AX1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1757'4.9 MI NW FROM CHEAPSIDE.
 AX1757'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 4.8 MILES N.W. ALONG A
 AX1757'DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING W., 0.1 MI. W.
 AX1757'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 19 FEET NORTH
 AX1757'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 2.9
 AX1757'FEET OF A 4X4 INCH WHITE WOODEN MARKER POST AND 2.4 FEET N. OF THE N.
 AX1757'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1904 ***********************************************************************
 AX1904  DESIGNATION -  C 856
 AX1904  PID         -  AX1904
 AX1904  STATE/COUNTY-  TX/KARNES
 AX1904  USGS QUAD   -  ECLETO (1987)
 AX1904
 AX1904                         *CURRENT SURVEY CONTROL
 AX1904  ___________________________________________________________________
 AX1904* NAD 83(1986)-  29 05 41.     (N)    097 47 11.     (W)     SCALED    
 AX1904* NAVD 88     -       100.58   (+/-2cm)     330.0    (feet)  VERTCON   
 AX1904  ___________________________________________________________________
 AX1904  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AX1904
 AX1904  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1904
 AX1904.The horizontal coordinates were scaled from a topographic map and have
 AX1904.an estimated accuracy of +/- 6 seconds.
 AX1904
 AX1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1904.The vertical order pertains to the NGVD 29 superseded value.
 AX1904
 AX1904.The geoid height was determined by GEOID03.
 AX1904
 AX1904;                    North         East    Units  Estimated Accuracy
 AX1904;SPC TXSC     - 4,140,410.      718,130.      MT  (+/- 180 meters Scaled)
 AX1904
 AX1904                          SUPERSEDED SURVEY CONTROL
 AX1904
 AX1904  NGVD 29 (??/??/92)  100.540  (m)          329.86   (f) ADJ UNCH    2 0
 AX1904
 AX1904.Superseded values are not recommended for survey control.
 AX1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1904.See file dsdata.txt to determine how the superseded data were derived.
 AX1904
 AX1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT181190(NAD 83)
 AX1904_MARKER: DB = BENCH MARK DISK
 AX1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1904_STAMPING: C 856 1943
 AX1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1904+STABILITY: SURFACE MOTION
 AX1904
 AX1904  HISTORY     - Date     Condition        Report By
 AX1904  HISTORY     - 1943     MONUMENTED       CGS
 AX1904  HISTORY     - 20050405 MARK NOT FOUND   USPSQD
 AX1904
 AX1904                          STATION DESCRIPTION
 AX1904
 AX1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1904'10.5 MI N FROM HELENA.
 AX1904'TO REACH FROM THE FOUR CORNERS AT HELENA, PROCEED 10.5 MILES NORTHERLY
 AX1904'ALONG STATE HIGHWAY NO. 80 TO THE TOP OF A HILL AND SITE OF BENCH
 AX1904'MARK.  BENCH MARK IS 0.1 MILE NORTH OF THE INTERSECTION OF A SMALL
 AX1904'DIRT ROAD LEADING WEST.  IT IS 43.3 FEET WEST OF AND ABOUT THE SAME
 AX1904'ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 8.8 FEET NORTH OF A POWER
 AX1904'TRANSMISSION POLE AND 2.5 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER
 AX1904'POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX1904
 AX1904                          STATION RECOVERY (2005)
 AX1904
 AX1904'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AX1904'DESCRIPTION PLACES MARK IN CENTER OF 3 FOOT DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1905 ***********************************************************************
 AX1905  DESIGNATION -  C 856 RESET 1971
 AX1905  PID         -  AX1905
 AX1905  STATE/COUNTY-  TX/KARNES
 AX1905  USGS QUAD   -  ECLETO (1987)
 AX1905
 AX1905                         *CURRENT SURVEY CONTROL
 AX1905  ___________________________________________________________________
 AX1905* NAD 83(1986)-  29 05 41.     (N)    097 47 11.     (W)     SCALED    
 AX1905* NAVD 88     -        99.81   (+/-2cm)     327.5    (feet)  VERTCON   
 AX1905  ___________________________________________________________________
 AX1905  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AX1905
 AX1905  VERT ORDER  -  THIRD (See Below)
 AX1905
 AX1905.The horizontal coordinates were scaled from a topographic map and have
 AX1905.an estimated accuracy of +/- 6 seconds.
 AX1905
 AX1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1905.The vertical order pertains to the NGVD 29 superseded value.
 AX1905
 AX1905.The geoid height was determined by GEOID03.
 AX1905
 AX1905;                    North         East    Units  Estimated Accuracy
 AX1905;SPC TXSC     - 4,140,410.      718,130.      MT  (+/- 180 meters Scaled)
 AX1905
 AX1905                          SUPERSEDED SURVEY CONTROL
 AX1905
 AX1905  NGVD 29 (01/29/03)   99.77   (m)          327.3    (f) RESET       3  
 AX1905
 AX1905.Superseded values are not recommended for survey control.
 AX1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1905.See file dsdata.txt to determine how the superseded data were derived.
 AX1905
 AX1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT181190(NAD 83)
 AX1905_MARKER: DB = BENCH MARK DISK
 AX1905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1905_SP_SET: CULVERT
 AX1905_STAMPING: C 856 RESET 1971
 AX1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1905
 AX1905  HISTORY     - Date     Condition        Report By
 AX1905  HISTORY     - 1971     MONUMENTED       TXHD
 AX1905  HISTORY     - 1972     GOOD             TXHD
 AX1905
 AX1905                          STATION DESCRIPTION
 AX1905
 AX1905'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1905'2.9 MI S FROM GILLETT.
 AX1905'ABOUT 2.9 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE INTERSECTION OF
 AX1905'STATE HIGHWAY 119 IN GILLETT, KARNES COUNTY, IN THE TOP OF THE WEST
 AX1905'HEADWALL OF A 10- BY 10- FOOT QUADRUPLE CONCRETE BOX CULVERT UNDER THE
 AX1905'HIGHWAY, 12 FEET FROM THE SOUTH END OF THE WEST HEADWALL, 42.0 FEET
 AX1905'WEST FROM THE CENTERLINE OF THE HIGHWAY, ABOUT TWO FEET BELOW THE
 AX1905'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1930 ***********************************************************************
 AX1930  DESIGNATION -  C 857
 AX1930  PID         -  AX1930
 AX1930  STATE/COUNTY-  TX/KARNES
 AX1930  USGS QUAD   -  KOSCIUSKO (1987)
 AX1930
 AX1930                         *CURRENT SURVEY CONTROL
 AX1930  ___________________________________________________________________
 AX1930* NAD 83(1986)-  29 04 06.     (N)    097 54 09.     (W)     SCALED    
 AX1930* NAVD 88     -       117.80   (+/-2cm)     386.5    (feet)  VERTCON   
 AX1930  ___________________________________________________________________
 AX1930  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX1930
 AX1930  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1930
 AX1930.The horizontal coordinates were scaled from a topographic map and have
 AX1930.an estimated accuracy of +/- 6 seconds.
 AX1930
 AX1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1930.The vertical order pertains to the NGVD 29 superseded value.
 AX1930
 AX1930.The geoid height was determined by GEOID03.
 AX1930
 AX1930;                    North         East    Units  Estimated Accuracy
 AX1930;SPC TXSC     - 4,137,370.      706,850.      MT  (+/- 180 meters Scaled)
 AX1930
 AX1930                          SUPERSEDED SURVEY CONTROL
 AX1930
 AX1930  NGVD 29 (??/??/92)  117.747  (m)          386.31   (f) ADJ UNCH    2 0
 AX1930
 AX1930.Superseded values are not recommended for survey control.
 AX1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1930.See file dsdata.txt to determine how the superseded data were derived.
 AX1930
 AX1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT068160(NAD 83)
 AX1930_MARKER: DB = BENCH MARK DISK
 AX1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1930_STAMPING: C 857 1943
 AX1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1930+STABILITY: SURFACE MOTION
 AX1930
 AX1930  HISTORY     - Date     Condition        Report By
 AX1930  HISTORY     - 1943     MONUMENTED       CGS
 AX1930
 AX1930                          STATION DESCRIPTION
 AX1930
 AX1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1930'5.65 MI SW FROM HYATT SCHOOL NO. 1.
 AX1930'TO REACH FROM THE HYATT SCHOOL NO. 1 (4.6 MILES SOUTHWEST OF THE POST
 AX1930'OFFICE AT GILLETT), PROCEED 5.65 MILES SOUTHWESTERLY ALONG A DIRT ROAD
 AX1930'TO SITE OF BENCH MARK.  BENCH MARK IS 0.05 MILE NORTHEAST OF THE TOP
 AX1930'OF A HILL.  IT IS 20.1 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION
 AX1930'AS THE CENTERLINE OF THE ROAD, 2.9 FEET NORTHEAST OF A 4X4 INCH WHITE
 AX1930'WOODEN MARKER POST AND IN LINE WITH THE SOUTHEAST RIGHT-OF-WAY FENCE.
 AX1930'MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2312 ***********************************************************************
 AB2312  DESIGNATION -  C 858 RESET
 AB2312  PID         -  AB2312
 AB2312  STATE/COUNTY-  TX/DE WITT
 AB2312  USGS QUAD   -  NEW DAVY (1987)
 AB2312
 AB2312                         *CURRENT SURVEY CONTROL
 AB2312  ___________________________________________________________________
 AB2312* NAD 83(1986)-  29 00 37.     (N)    097 30 57.     (W)     SCALED    
 AB2312* NAVD 88     -        89.15   (+/-2cm)     292.5    (feet)  VERTCON   
 AB2312  ___________________________________________________________________
 AB2312  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AB2312
 AB2312  VERT ORDER  -  THIRD (See Below)
 AB2312
 AB2312.The horizontal coordinates were scaled from a topographic map and have
 AB2312.an estimated accuracy of +/- 6 seconds.
 AB2312
 AB2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2312.The vertical order pertains to the NGVD 29 superseded value.
 AB2312
 AB2312.The geoid height was determined by GEOID03.
 AB2312
 AB2312;                    North         East    Units  Estimated Accuracy
 AB2312;SPC TXSC     - 4,131,360.      744,580.      MT  (+/- 180 meters Scaled)
 AB2312
 AB2312                          SUPERSEDED SURVEY CONTROL
 AB2312
 AB2312  NGVD 29 (01/29/03)   89.15   (m)          292.5    (f) RESET       3  
 AB2312
 AB2312.Superseded values are not recommended for survey control.
 AB2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2312.See file dsdata.txt to determine how the superseded data were derived.
 AB2312
 AB2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT445100(NAD 83)
 AB2312_MARKER: DV = VERTICAL CONTROL DISK
 AB2312_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB2312_SP_SET: BRIDGE WINGWALL
 AB2312_STAMPING: C 858 RESET 1993
 AB2312_MARK LOGO: NGS   
 AB2312_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2312
 AB2312  HISTORY     - Date     Condition        Report By
 AB2312  HISTORY     - 1993     MONUMENTED       TXDOT
 AB2312
 AB2312                          STATION DESCRIPTION
 AB2312
 AB2312'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1993 (CH)
 AB2312'1.7 MILES (2.7 KM) NORTHWEST ALONG FM 240 FROM STATE HIGHWAY 72 IN
 AB2312'YORKTOWN, TO COUNTY ROAD 340, THEN 0.7 MILES (1.1 KM) WEST ALONG
 AB2312'COUNTY ROAD 340.  IN THE TOP OF THE NORTHEAST ABUTMENT WINGWALL OF A
 AB2312'130 FOOT (39.6 M) TWO SPAN CONCRETE BRIDGE OVER YORKTOWN CREEK, 15
 AB2312'FEET (4.6 M) FROM THE CENTERLINE OF THE ROAD, LEVEL WITH THE ROAD
 AB2312'SURFACE, BEHIND THE BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2454 ***********************************************************************
 AX2454  DESIGNATION -  C 859
 AX2454  PID         -  AX2454
 AX2454  STATE/COUNTY-  TX/DE WITT
 AX2454  USGS QUAD   -  GARFIELD (1987)
 AX2454
 AX2454                         *CURRENT SURVEY CONTROL
 AX2454  ___________________________________________________________________
 AX2454* NAD 83(1986)-  29 01 58.     (N)    097 39 37.     (W)     SCALED    
 AX2454* NAVD 88     -       140.64   (+/-2cm)     461.4    (feet)  VERTCON   
 AX2454  ___________________________________________________________________
 AX2454  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AX2454
 AX2454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2454
 AX2454.The horizontal coordinates were scaled from a topographic map and have
 AX2454.an estimated accuracy of +/- 6 seconds.
 AX2454
 AX2454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2454.The vertical order pertains to the NGVD 29 superseded value.
 AX2454
 AX2454.The geoid height was determined by GEOID03.
 AX2454
 AX2454;                    North         East    Units  Estimated Accuracy
 AX2454;SPC TXSC     - 4,133,680.      730,480.      MT  (+/- 180 meters Scaled)
 AX2454
 AX2454                          SUPERSEDED SURVEY CONTROL
 AX2454
 AX2454  NGVD 29 (??/??/92)  140.615  (m)          461.33   (f) ADJ UNCH    2 0
 AX2454
 AX2454.Superseded values are not recommended for survey control.
 AX2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2454.See file dsdata.txt to determine how the superseded data were derived.
 AX2454
 AX2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT304123(NAD 83)
 AX2454_MARKER: DB = BENCH MARK DISK
 AX2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2454_STAMPING: C 859 1943
 AX2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2454+STABILITY: SURFACE MOTION
 AX2454
 AX2454  HISTORY     - Date     Condition        Report By
 AX2454  HISTORY     - 1943     MONUMENTED       CGS
 AX2454  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2454
 AX2454                          STATION DESCRIPTION
 AX2454
 AX2454'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2454'0.25 MI W FROM DAVY.
 AX2454'ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE COTTON GIN AT DAVY,
 AX2454'DE WITT COUNTY, THENCE ABOUT 4.8 MILES SOUTH ALONG A DIRT ROAD. ABOUT
 AX2454'0.2 MILE NORTH OF THE EAST END OF A DOUBLE TURN IN THE ROAD, AT THE
 AX2454'TOP OF A HILL, IN THE PROLONGATION OF THE CENTER LINE OF A PRIVATE
 AX2454'DIRT ROAD LEADING WEST TO A FARMHOUSE, 21.2 FEET EAST OF THE CENTER
 AX2454'LINE OF THE MAIN ROAD, 2.7 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 AX2454'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED C 859
 AX2454'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT
 AX2454'ABOVE GROUND.
 AX2454
 AX2454                          STATION RECOVERY (1963)
 AX2454
 AX2454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX2454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1231 ***********************************************************************
 BY1231  DESIGNATION -  C 86
 BY1231  PID         -  BY1231
 BY1231  STATE/COUNTY-  TX/HOUSTON
 BY1231  USGS QUAD   -  PERCILLA (1982)
 BY1231
 BY1231                         *CURRENT SURVEY CONTROL
 BY1231  ___________________________________________________________________
 BY1231* NAD 83(1986)-  31 31 21.     (N)    095 29 02.     (W)     SCALED    
 BY1231* NAVD 88     -       155.952  (meters)     511.65   (feet)  ADJUSTED  
 BY1231  ___________________________________________________________________
 BY1231  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY1231  DYNAMIC HT  -         155.758 (meters)     511.02  (feet)  COMP
 BY1231  MODELED GRAV-     979,392.8   (mgal)                       NAVD 88
 BY1231
 BY1231  VERT ORDER  -  FIRST     CLASS II
 BY1231
 BY1231.The horizontal coordinates were scaled from a topographic map and have
 BY1231.an estimated accuracy of +/- 6 seconds.
 BY1231
 BY1231.The orthometric height was determined by differential leveling
 BY1231.and adjusted by the National Geodetic Survey in June 1991..
 BY1231
 BY1231.The geoid height was determined by GEOID03.
 BY1231
 BY1231.The dynamic height is computed by dividing the NAVD 88
 BY1231.geopotential number by the normal gravity value computed on the
 BY1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1231.degrees latitude (g = 980.6199 gals.).
 BY1231
 BY1231.The modeled gravity was interpolated from observed gravity values.
 BY1231
 BY1231;                    North         East    Units  Estimated Accuracy
 BY1231;SPC TX C     - 3,215,770.    1,160,420.      MT  (+/- 180 meters Scaled)
 BY1231
 BY1231                          SUPERSEDED SURVEY CONTROL
 BY1231
 BY1231  NGVD 29 (??/??/92)  155.950  (m)          511.65   (f) ADJ UNCH    1 2
 BY1231
 BY1231.Superseded values are not recommended for survey control.
 BY1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1231.See file dsdata.txt to determine how the superseded data were derived.
 BY1231
 BY1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ641901(NAD 83)
 BY1231_MARKER: DB = BENCH MARK DISK
 BY1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1231_STAMPING: C 86 1932 511.695
 BY1231_PROJECTION: PROJECTING 3 CENTIMETERS
 BY1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1231+STABILITY: SURFACE MOTION
 BY1231
 BY1231  HISTORY     - Date     Condition        Report By
 BY1231  HISTORY     - 1932     MONUMENTED       CGS
 BY1231  HISTORY     - 1960     GOOD             NGS
 BY1231  HISTORY     - 1980     GOOD             NGS
 BY1231
 BY1231                          STATION DESCRIPTION
 BY1231
 BY1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1231'2.4 MI NW FROM GRAPELAND.
 BY1231'ABOUT 2.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1231'STATION AT GRAPELAND, 90 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE
 BY1231'THIRD TELEPHONE POLE SOUTH OF MILEPOST 22, 44 1/2 FEET EAST OF THE
 BY1231'EAST RAIL, 1 1/2 FEET WEST OF A FENCE, 11 RAILS NORTH OF A ROAD
 BY1231'CROSSING, 1 1/2 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 BY1231'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BY1231'PROJECTING 3 INCHES.
 BY1231
 BY1231                          STATION RECOVERY (1980)
 BY1231
 BY1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1231'0.8 KM. (0.5 MI.) EAST ALONG FARM ROAD 227 FROM THE POST OFFICE IN
 BY1231'GRAPELAND, THENCE 2.1 KM. (1.3 MI.) NORTH ALONG MAIN STREET TO THE END
 BY1231'OF THE PAVEMENT, THENCE 1.8 KM. (1.1 MI.) NORTH ALONG A DIRT ROAD AND
 BY1231'ACROSS THE MISSOURI PACIFIC RAILROAD, ACROSS THE TRACKS FROM THE THIRD
 BY1231'POWERLINE POLE SOUTH OF MILEPOST 22, 13.6 M. (44.6 FT.) EAST OF THE
 BY1231'EAST RAIL, 27.4 M. (90.0 FT.) SOUTHEAST OF A POWERLINE POLE, 0.5 M.
 BY1231'(1.6 FT.) WEST OF A FENCE.
 BY1231'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BY1231'THE MARK IS 0.6 M BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0738 ***********************************************************************
 AX0738  DESIGNATION -  C 860
 AX0738  PID         -  AX0738
 AX0738  STATE/COUNTY-  TX/LAVACA
 AX0738  USGS QUAD   -  SPEAKS (1981)
 AX0738
 AX0738                         *CURRENT SURVEY CONTROL
 AX0738  ___________________________________________________________________
 AX0738* NAD 83(1986)-  29 21 26.     (N)    096 39 20.     (W)     SCALED    
 AX0738* NAVD 88     -        55.15   (+/-2cm)     180.9    (feet)  VERTCON   
 AX0738  ___________________________________________________________________
 AX0738  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0738
 AX0738  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0738
 AX0738.The horizontal coordinates were scaled from a topographic map and have
 AX0738.an estimated accuracy of +/- 6 seconds.
 AX0738
 AX0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0738.The vertical order pertains to the NGVD 29 superseded value.
 AX0738
 AX0738.The geoid height was determined by GEOID03.
 AX0738
 AX0738;                    North         East    Units  Estimated Accuracy
 AX0738;SPC TXSC     - 4,171,170.      827,600.      MT  (+/- 180 meters Scaled)
 AX0738
 AX0738                          SUPERSEDED SURVEY CONTROL
 AX0738
 AX0738  NGVD 29 (??/??/92)   55.144  (m)          180.92   (f) ADJ UNCH    2 0
 AX0738
 AX0738.Superseded values are not recommended for survey control.
 AX0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0738.See file dsdata.txt to determine how the superseded data were derived.
 AX0738
 AX0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT275498(NAD 83)
 AX0738_MARKER: DB = BENCH MARK DISK
 AX0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0738_STAMPING: C 860 1943
 AX0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0738+STABILITY: SURFACE MOTION
 AX0738
 AX0738  HISTORY     - Date     Condition        Report By
 AX0738  HISTORY     - 1943     MONUMENTED       CGS
 AX0738  HISTORY     - 1965     GOOD             USGS
 AX0738  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0738
 AX0738                          STATION DESCRIPTION
 AX0738
 AX0738'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AX0738'6 3 MI N FROM PROVIDENT CITY.
 AX0738'6.3 MI.N.ALONG THE PRAIRIE TRAIL TO THE SHELL OIL CO.  ROAD FROM THE
 AX0738'P.O. AT PROVIDENT CITY,SET AT A CATTLE GUARD,ON THE OUTSIDE OF A CURVE
 AX0738'FROM THE N.TO THE S.W.,44 FEET E.OF THE CENTERLINE OF ROAD,17.3 FEET
 AX0738'W.OF THE W.GATE POST,36.4 FEET E.OF THE E.END OF THE GUARD,0.9 FOOT
 AX0738'N.OF THE FENCE, 1.7 FEET W.OF REFERENCE POST.  PROJECTS 0.4 FOOT.
 AX0738
 AX0738                          STATION RECOVERY (1997)
 AX0738
 AX0738'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1416 ***********************************************************************
 AN1416  DESIGNATION -  C 861 RESET 1974
 AN1416  PID         -  AN1416
 AN1416  STATE/COUNTY-  TX/GOLIAD
 AN1416  USGS QUAD   -  BLANCONIA (1979)
 AN1416
 AN1416                         *CURRENT SURVEY CONTROL
 AN1416  ___________________________________________________________________
 AN1416* NAD 83(1986)-  28 26 32.     (N)    097 24 32.     (W)     SCALED    
 AN1416* NAVD 88     -        31.98   (+/-2cm)     104.9    (feet)  VERTCON   
 AN1416  ___________________________________________________________________
 AN1416  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1416
 AN1416  VERT ORDER  -  THIRD (See Below)
 AN1416
 AN1416.The horizontal coordinates were scaled from a topographic map and have
 AN1416.an estimated accuracy of +/- 6 seconds.
 AN1416
 AN1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1416.The vertical order pertains to the NGVD 29 superseded value.
 AN1416
 AN1416.The geoid height was determined by GEOID03.
 AN1416
 AN1416;                    North         East    Units  Estimated Accuracy
 AN1416;SPC TXSC     - 4,068,540.      755,850.      MT  (+/- 180 meters Scaled)
 AN1416
 AN1416                          SUPERSEDED SURVEY CONTROL
 AN1416
 AN1416  NGVD 29 (01/29/03)   32.08   (m)          105.2    (f) RESET       3  
 AN1416
 AN1416.Superseded values are not recommended for survey control.
 AN1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1416.See file dsdata.txt to determine how the superseded data were derived.
 AN1416
 AN1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS558472(NAD 83)
 AN1416_MARKER: DB = BENCH MARK DISK
 AN1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1416_STAMPING: C 861 RESET 1974
 AN1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1416+STABILITY: SURFACE MOTION
 AN1416
 AN1416  HISTORY     - Date     Condition        Report By
 AN1416  HISTORY     - 1974     MONUMENTED       TXHD
 AN1416  HISTORY     - 1974     GOOD             NGS
 AN1416
 AN1416                          STATION DESCRIPTION
 AN1416
 AN1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AN1416'3.1 MI N FROM BLANCONIA.
 AN1416'IN GOLIAD, COUNTY, 3.1 MILES NORTH ALONG F.M. HWY. 2441 FROM THE
 AN1416'CATHOLIC CHURCH AT BLANCONIA, BEE COUNTY, 52 FEET EAST OF ENGINEERS
 AN1416'CENTERLINE STA. 758+85 OF SAID F.M. HWY., 529 FEET NORTH OF A FENCE
 AN1416'CORNER, 2 FEET EAST OF THE EAST RIGHT OF WAY FENCE, 1.8 FEET NORTH OF
 AN1416'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 861 RESET
 AN1416'1974 AND SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AN1416'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0924 ***********************************************************************
 AN0924  DESIGNATION -  C 862
 AN0924  PID         -  AN0924
 AN0924  STATE/COUNTY-  TX/GOLIAD
 AN0924  USGS QUAD   -  LIVE OAK LAKE (1987)
 AN0924
 AN0924                         *CURRENT SURVEY CONTROL
 AN0924  ___________________________________________________________________
 AN0924* NAD 83(1986)-  28 36 28.     (N)    097 16 51.     (W)     SCALED    
 AN0924* NAVD 88     -        44.51   (+/-2cm)     146.0    (feet)  VERTCON   
 AN0924  ___________________________________________________________________
 AN0924  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0924
 AN0924  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0924
 AN0924.The horizontal coordinates were scaled from a topographic map and have
 AN0924.an estimated accuracy of +/- 6 seconds.
 AN0924
 AN0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0924.The vertical order pertains to the NGVD 29 superseded value.
 AN0924
 AN0924.The geoid height was determined by GEOID03.
 AN0924
 AN0924;                    North         East    Units  Estimated Accuracy
 AN0924;SPC TXSC     - 4,087,070.      768,130.      MT  (+/- 180 meters Scaled)
 AN0924
 AN0924                          SUPERSEDED SURVEY CONTROL
 AN0924
 AN0924  NGVD 29 (??/??/92)   44.601  (m)          146.33   (f) ADJ UNCH    2 0
 AN0924
 AN0924.Superseded values are not recommended for survey control.
 AN0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0924.See file dsdata.txt to determine how the superseded data were derived.
 AN0924
 AN0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS680657(NAD 83)
 AN0924_MARKER: DB = BENCH MARK DISK
 AN0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0924_STAMPING: C 862 1943
 AN0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0924+STABILITY: SURFACE MOTION
 AN0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0924+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1999
 AN0924
 AN0924  HISTORY     - Date     Condition        Report By
 AN0924  HISTORY     - 1943     MONUMENTED       CGS
 AN0924  HISTORY     - 1969     GOOD             NGS
 AN0924  HISTORY     - 1990     GOOD             USPSQD
 AN0924  HISTORY     - 19990928 GOOD             JCLS
 AN0924
 AN0924                          STATION DESCRIPTION
 AN0924
 AN0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AN0924'9.1 MI SE FROM GOLIAD.
 AN0924'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAYS 183 AND ALT. 77, FROM THE
 AN0924'JUNCTION OF U.S. HIGHWAY 183, ALT. 77 AND 59 IN GOLIAD, THENCE 6.75
 AN0924'MILES EAST ALONG STATE HIGHWAY 239 TO SITE OF BENCH MARK, 185 FEET
 AN0924'EAST OF A PRIVATE CROSSROAD INTERSECTION, 65 FEET NORTH OF CENTER LINE
 AN0924'OF HIGHWAY, 8 FEET WEST-NORTHWEST OF THE CENTER ONE OF THREE BRACED
 AN0924'FENCE POSTS, 4 FEET NORTH OF RIGHT-OF-WAY FENCE, ON A PROJECTED LINE
 AN0924'OF, AND ACROSS THE HIGHWAY, FROM A NORTH-SOUTH FENCE, 1.5 FEET WEST OF
 AN0924'A METAL WITNESS POST, AND AT HIGHWAY DEPARTMENT STATION 357 + 82. A C
 AN0924'AND GS BENCH MARK DISK SET IN A 7-INCH SQUARE CONCRETE POST WHICH
 AN0924'PROJECTS 2 INCHES ABOVE GROUND.  NOTE-- DUE TO ROAD IMPROVEMENTS A
 AN0924'COMPLETE NEW DESCRIPTION IS BELOW.
 AN0924
 AN0924                          STATION RECOVERY (1990)
 AN0924
 AN0924'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0924'RECOVERED IN GOOD CONDITION.
 AN0924
 AN0924                          STATION RECOVERY (1999)
 AN0924
 AN0924'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 AN0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0903 ***********************************************************************
 AN0903  DESIGNATION -  C 863
 AN0903  PID         -  AN0903
 AN0903  STATE/COUNTY-  TX/VICTORIA
 AN0903  USGS QUAD   -  MC FADDIN (1987)
 AN0903
 AN0903                         *CURRENT SURVEY CONTROL
 AN0903  ___________________________________________________________________
 AN0903* NAD 83(1986)-  28 34 06.     (N)    097 06 35.     (W)     SCALED    
 AN0903* NAVD 88     -        27.61   (+/-2cm)      90.6    (feet)  VERTCON   
 AN0903  ___________________________________________________________________
 AN0903  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0903
 AN0903  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0903
 AN0903.The horizontal coordinates were scaled from a topographic map and have
 AN0903.an estimated accuracy of +/- 6 seconds.
 AN0903
 AN0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0903.The vertical order pertains to the NGVD 29 superseded value.
 AN0903
 AN0903.The geoid height was determined by GEOID03.
 AN0903
 AN0903;                    North         East    Units  Estimated Accuracy
 AN0903;SPC TXSC     - 4,082,950.      784,930.      MT  (+/- 180 meters Scaled)
 AN0903
 AN0903                          SUPERSEDED SURVEY CONTROL
 AN0903
 AN0903  NGVD 29 (??/??/92)   27.740  (m)           91.01   (f) ADJ UNCH    2 0
 AN0903
 AN0903.Superseded values are not recommended for survey control.
 AN0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0903.See file dsdata.txt to determine how the superseded data were derived.
 AN0903
 AN0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS848616(NAD 83)
 AN0903_MARKER: DB = BENCH MARK DISK
 AN0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0903_STAMPING: C 863 1943
 AN0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0903+STABILITY: SURFACE MOTION
 AN0903
 AN0903  HISTORY     - Date     Condition        Report By
 AN0903  HISTORY     - 1943     MONUMENTED       CGS
 AN0903
 AN0903                          STATION DESCRIPTION
 AN0903
 AN0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0903'6.3 MI NW FROM MCFADDIN.
 AN0903'6.3 MILES NORTHWEST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 AN0903'MCFADDIN, VICTORIA COUNTY, 37 FEET SOUTH OF THE CENTERLINE OF THE
 AN0903'ROAD, 31.4 FEET SOUTH OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 8.6
 AN0903'FEET SOUTHEAST OF A FENCE CORNER, AND 1.6 FEET NORTH OF A WHITE WOODEN
 AN0903'WITNESS POST.  A STANDARD DISK, STAMPED C 863 1943 AND SET IN THE TOP
 AN0903'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1472 ***********************************************************************
 AN1472  DESIGNATION -  C 864
 AN1472  PID         -  AN1472
 AN1472  STATE/COUNTY-  TX/BEE
 AN1472  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1472
 AN1472                         *CURRENT SURVEY CONTROL
 AN1472  ___________________________________________________________________
 AN1472* NAD 83(1986)-  28 22 34.     (N)    097 44 09.     (W)     SCALED    
 AN1472* NAVD 88     -        64.934  (meters)     213.04   (feet)  ADJUSTED  
 AN1472  ___________________________________________________________________
 AN1472  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN1472  DYNAMIC HT  -          64.836 (meters)     212.72  (feet)  COMP
 AN1472  MODELED GRAV-     979,150.6   (mgal)                       NAVD 88
 AN1472
 AN1472  VERT ORDER  -  FIRST     CLASS II
 AN1472
 AN1472.The horizontal coordinates were scaled from a topographic map and have
 AN1472.an estimated accuracy of +/- 6 seconds.
 AN1472
 AN1472.The orthometric height was determined by differential leveling
 AN1472.and adjusted by the National Geodetic Survey in June 1991..
 AN1472
 AN1472.The geoid height was determined by GEOID03.
 AN1472
 AN1472.The dynamic height is computed by dividing the NAVD 88
 AN1472.geopotential number by the normal gravity value computed on the
 AN1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1472.degrees latitude (g = 980.6199 gals.).
 AN1472
 AN1472.The modeled gravity was interpolated from observed gravity values.
 AN1472
 AN1472;                    North         East    Units  Estimated Accuracy
 AN1472;SPC TXSC     - 4,060,830.      723,910.      MT  (+/- 180 meters Scaled)
 AN1472
 AN1472                          SUPERSEDED SURVEY CONTROL
 AN1472
 AN1472  NGVD 29 (??/??/92)   64.926  (m)          213.01   (f) ADJ UNCH    1 2
 AN1472
 AN1472.Superseded values are not recommended for survey control.
 AN1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1472.See file dsdata.txt to determine how the superseded data were derived.
 AN1472
 AN1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS238395(NAD 83)
 AN1472_MARKER: DB = BENCH MARK DISK
 AN1472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1472_SP_SET: BRIDGE
 AN1472_STAMPING: C-864 1943
 AN1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1472
 AN1472  HISTORY     - Date     Condition        Report By
 AN1472  HISTORY     - 1943     MONUMENTED       CGS
 AN1472  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1472
 AN1472                          STATION DESCRIPTION
 AN1472
 AN1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1472'2.0 MI SE FROM BEEVILLE.
 AN1472'2.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1472'STATION AT BEEVILLE, SET AT THE 3RD. POLE SOUTHEAST OF MILEPOST NO.
 AN1472'95, IN THE NORTHWEST CORNER OF THE NORTHEAST WALL OF THE HIGHWAY
 AN1472'BRIDGE, NEAR A SIDE ROAD LEADING TO THE SOUTHWEST, ABOUT 50 FEET
 AN1472'SOUTHWEST OF THE TRACKS, 13 FEET NORTHEAST OF THE CENTER-LINE OF THE
 AN1472'HIGHWAY, 1.7 FEET SOUTHEAST OF THE NORTHWEST END OF THE WALL.  BENCH
 AN1472'MARK DISK.
 AN1472
 AN1472                          STATION RECOVERY (1996)
 AN1472
 AN1472'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0308 ***********************************************************************
 AX0308  DESIGNATION -  C 865 RESET
 AX0308  PID         -  AX0308
 AX0308  STATE/COUNTY-  TX/WHARTON
 AX0308  USGS QUAD   -  WHARTON (1980)
 AX0308
 AX0308                         *CURRENT SURVEY CONTROL
 AX0308  ___________________________________________________________________
 AX0308* NAD 83(1986)-  29 21 12.     (N)    096 05 37.     (W)     SCALED    
 AX0308* NAVD 88     -        30.15   (+/-2cm)      98.9    (feet)  VERTCON   
 AX0308  ___________________________________________________________________
 AX0308  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0308
 AX0308  VERT ORDER  -  THIRD (See Below)
 AX0308
 AX0308.The horizontal coordinates were scaled from a topographic map and have
 AX0308.an estimated accuracy of +/- 6 seconds.
 AX0308
 AX0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0308.The vertical order pertains to the NGVD 29 superseded value.
 AX0308
 AX0308.The geoid height was determined by GEOID03.
 AX0308
 AX0308;                    North         East    Units  Estimated Accuracy
 AX0308;SPC TXSC     - 4,171,960.      882,160.      MT  (+/- 180 meters Scaled)
 AX0308
 AX0308                          SUPERSEDED SURVEY CONTROL
 AX0308
 AX0308  NGVD 29 (01/29/03)   30.15   (m)           98.9    (f) RESET       3  
 AX0308
 AX0308.Superseded values are not recommended for survey control.
 AX0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0308.See file dsdata.txt to determine how the superseded data were derived.
 AX0308
 AX0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT821506(NAD 83)
 AX0308_MARKER: DB = BENCH MARK DISK
 AX0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0308_STAMPING: C 865 1943 RESET 1947
 AX0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0308+STABILITY: SURFACE MOTION
 AX0308
 AX0308  HISTORY     - Date     Condition        Report By
 AX0308  HISTORY     - 1947     MONUMENTED       CGS
 AX0308  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0308
 AX0308                          STATION DESCRIPTION
 AX0308
 AX0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0308'3.0 MI NE FROM WHARTON.
 AX0308'3.0 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0308'STATION AT WHARTON, WHARTON COUNTY, 160.8 FEET NORTHEAST OF THE NORTH
 AX0308'CORNER OF BRIDGE NO. 22.74, 49.5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 AX0308'2.9 FEET SOUTHWEST OF A POLE, IN LINE WITH THE ROW OF POLES, AND 1.6
 AX0308'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AX0308'STAMPED C 865 1943 RESET 1947 AND SET IN THE TOP OF A CONCRETE POST
 AX0308'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AX0308
 AX0308                          STATION RECOVERY (1987)
 AX0308
 AX0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0308'NOT RECOVERED.  BELIEVED TO BE PLOWED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0826 ***********************************************************************
 AX0826  DESIGNATION -  C 866
 AX0826  PID         -  AX0826
 AX0826  STATE/COUNTY-  TX/LAVACA
 AX0826  USGS QUAD   -  EZZELL (1981)
 AX0826
 AX0826                         *CURRENT SURVEY CONTROL
 AX0826  ___________________________________________________________________
 AX0826* NAD 83(1986)-  29 20 08.     (N)    096 58 54.     (W)     SCALED    
 AX0826* NAVD 88     -        80.78   (+/-2cm)     265.0    (feet)  VERTCON   
 AX0826  ___________________________________________________________________
 AX0826  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0826
 AX0826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0826
 AX0826.The horizontal coordinates were scaled from a topographic map and have
 AX0826.an estimated accuracy of +/- 6 seconds.
 AX0826
 AX0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0826.The vertical order pertains to the NGVD 29 superseded value.
 AX0826
 AX0826.The geoid height was determined by GEOID03.
 AX0826
 AX0826;                    North         East    Units  Estimated Accuracy
 AX0826;SPC TXSC     - 4,168,180.      795,990.      MT  (+/- 180 meters Scaled)
 AX0826
 AX0826                          SUPERSEDED SURVEY CONTROL
 AX0826
 AX0826  NGVD 29 (??/??/92)   80.778  (m)          265.02   (f) ADJ UNCH    2 0
 AX0826
 AX0826.Superseded values are not recommended for survey control.
 AX0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0826.See file dsdata.txt to determine how the superseded data were derived.
 AX0826
 AX0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT959468(NAD 83)
 AX0826_MARKER: DB = BENCH MARK DISK
 AX0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0826_STAMPING: C 866 1943
 AX0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0826+STABILITY: SURFACE MOTION
 AX0826
 AX0826  HISTORY     - Date     Condition        Report By
 AX0826  HISTORY     - 1943     MONUMENTED       CGS
 AX0826  HISTORY     - 19970607 POOR             USPSQD
 AX0826
 AX0826                          STATION DESCRIPTION
 AX0826
 AX0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0826'2.3 MI N FROM KOERTH.
 AX0826'TO REACH FROM THE CATHOLIC CHURCH AT KOERTH-- PROCEED 2.3 MILES
 AX0826'NORTHERLY ALONG THE KOERTH-MONT ROAD TO SITE OF BENCH MARK.  BENCH
 AX0826'MARK IS ABOUT 0.35 MILE NORTH OF A BEACON LIGHT TOWER, ABOUT 0.3 MILE
 AX0826'SOUTH OF A WHITE FRAME HOUSE, AND 39.5 FEET SOUTH OF THE CENTERLINE OF
 AX0826'A WOODEN GATE AND A PRIVATE ROAD LEADING EAST.  IT IS 22.3 FEET EAST
 AX0826'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD, 2.0 FEET EAST OF
 AX0826'THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AX0826'POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX0826
 AX0826                          STATION RECOVERY (1997)
 AX0826
 AX0826'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0826'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0754 ***********************************************************************
 AX0754  DESIGNATION -  C 867
 AX0754  PID         -  AX0754
 AX0754  STATE/COUNTY-  TX/LAVACA
 AX0754  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0754
 AX0754                         *CURRENT SURVEY CONTROL
 AX0754  ___________________________________________________________________
 AX0754* NAD 83(1986)-  29 23 48.     (N)    096 53 26.     (W)     SCALED    
 AX0754* NAVD 88     -        73.05   (+/-2cm)     239.7    (feet)  VERTCON   
 AX0754  ___________________________________________________________________
 AX0754  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0754
 AX0754  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0754
 AX0754.The horizontal coordinates were scaled from a topographic map and have
 AX0754.an estimated accuracy of +/- 6 seconds.
 AX0754
 AX0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0754.The vertical order pertains to the NGVD 29 superseded value.
 AX0754
 AX0754.The geoid height was determined by GEOID03.
 AX0754
 AX0754;                    North         East    Units  Estimated Accuracy
 AX0754;SPC TXSC     - 4,175,110.      804,710.      MT  (+/- 180 meters Scaled)
 AX0754
 AX0754                          SUPERSEDED SURVEY CONTROL
 AX0754
 AX0754  NGVD 29 (??/??/92)   73.050  (m)          239.66   (f) ADJ UNCH    2 0
 AX0754
 AX0754.Superseded values are not recommended for survey control.
 AX0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0754.See file dsdata.txt to determine how the superseded data were derived.
 AX0754
 AX0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT046537(NAD 83)
 AX0754_MARKER: DB = BENCH MARK DISK
 AX0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0754_STAMPING: C 867 1943
 AX0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0754+STABILITY: SURFACE MOTION
 AX0754
 AX0754  HISTORY     - Date     Condition        Report By
 AX0754  HISTORY     - 1943     MONUMENTED       CGS
 AX0754  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0754
 AX0754                          STATION DESCRIPTION
 AX0754
 AX0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0754'5.2 MI SE FROM HALLETTSVILLE.
 AX0754'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0754'STATION AT HALLETTSVILLE-- PROCEED 4.15 MILES SOUTHEASTERLY ALONG THE
 AX0754'HALLETTSVILLE-EZZELL ROAD TO A SIDE ROAD INTERSECTION LEADING EAST,
 AX0754'THENCE 1.05 MILES EASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AX0754'0.4 MILE WEST OF A SMALL WHITE FRAME SCHOOL HOUSE, AND ABOUT 0.35 MILE
 AX0754'WEST OF A RIGHT-ANGLE CURVE TO THE NORTH.  IT IS AT THE SOUTHWEST
 AX0754'CORNER OF A GARDEN, ABOUT 140.0 FEET WEST OF THE CENTER OF A PRIVATE
 AX0754'ROAD INTERSECTION LEADING NORTH TO A FRAME HOUSE, 24.0 FEET NORTH OF
 AX0754'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 5.0 FEET NORTH
 AX0754'OF A FENCE CORNER, 1.5 FEET WEST OF A FENCE, AND 4.0 FEET NORTH OF A
 AX0754'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT. STAMPED C
 AX0754'867 1943.
 AX0754
 AX0754                          STATION RECOVERY (1997)
 AX0754
 AX0754'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0842 ***********************************************************************
 AX0842  DESIGNATION -  C 868
 AX0842  PID         -  AX0842
 AX0842  STATE/COUNTY-  TX/LAVACA
 AX0842  USGS QUAD   -  HOPE (1981)
 AX0842
 AX0842                         *CURRENT SURVEY CONTROL
 AX0842  ___________________________________________________________________
 AX0842* NAD 83(1986)-  29 07 43.     (N)    096 58 36.     (W)     SCALED    
 AX0842* NAVD 88     -        48.22   (+/-2cm)     158.2    (feet)  VERTCON   
 AX0842  ___________________________________________________________________
 AX0842  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0842
 AX0842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0842
 AX0842.The horizontal coordinates were scaled from a topographic map and have
 AX0842.an estimated accuracy of +/- 6 seconds.
 AX0842
 AX0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0842.The vertical order pertains to the NGVD 29 superseded value.
 AX0842
 AX0842.The geoid height was determined by GEOID03.
 AX0842
 AX0842;                    North         East    Units  Estimated Accuracy
 AX0842;SPC TXSC     - 4,145,250.      796,870.      MT  (+/- 180 meters Scaled)
 AX0842
 AX0842                          SUPERSEDED SURVEY CONTROL
 AX0842
 AX0842  NGVD 29 (??/??/92)   48.243  (m)          158.28   (f) ADJ UNCH    2 0
 AX0842
 AX0842.Superseded values are not recommended for survey control.
 AX0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0842.See file dsdata.txt to determine how the superseded data were derived.
 AX0842
 AX0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT968239(NAD 83)
 AX0842_MARKER: DB = BENCH MARK DISK
 AX0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0842_STAMPING: C 868 1943
 AX0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0842+STABILITY: SURFACE MOTION
 AX0842
 AX0842  HISTORY     - Date     Condition        Report By
 AX0842  HISTORY     - 1943     MONUMENTED       CGS
 AX0842  HISTORY     - 1966     GOOD             USGS
 AX0842  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0842
 AX0842                          STATION DESCRIPTION
 AX0842
 AX0842'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AX0842'0.9 MI SW FROM HOPE.
 AX0842'0.9 MI. SW ALONG ROAD FROM THE BAPTIST CHURCH AT HOPE, LAVACA COUNTY,
 AX0842'TO STATE HWY. 111.  THENCE 1.5 MI. SE ALONG STATE HWY. 111 TO U.S.
 AX0842'HWY. 77, THENCE 2.35 MI. SOUTH ALONG U.S. 77 TO A ROAD LEADING SE
 AX0842'THENCE 2.65 MI. SE ALONG ROAD 0.55 MI. NORTH OF CHICOLETE CREEK, 24
 AX0842'FEET WEST OF THE ROAD, 10 FEET NORTH OF A FENCE CORNER AND A 24 INCH
 AX0842'OAK TREE, 1 FOOT EAST OF THE RIGHT OF WAY FENCE, 4 FEET NORTH OF A
 AX0842'WHITE WOODEN WITNESS POST AND LEVEL WITH THE ROAD, AND SET IN THE TOP
 AX0842'OF A CONCRETE POST, PROJECTING ABOVE THE GROUND.
 AX0842
 AX0842                          STATION RECOVERY (1997)
 AX0842
 AX0842'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0780 ***********************************************************************
 AX0780  DESIGNATION -  C 869
 AX0780  PID         -  AX0780
 AX0780  STATE/COUNTY-  TX/LAVACA
 AX0780  USGS QUAD   -  MORALES (1981)
 AX0780
 AX0780                         *CURRENT SURVEY CONTROL
 AX0780  ___________________________________________________________________
 AX0780* NAD 83(1986)-  29 12 13.     (N)    096 46 44.     (W)     SCALED    
 AX0780* NAVD 88     -        44.90   (+/-2cm)     147.3    (feet)  VERTCON   
 AX0780  ___________________________________________________________________
 AX0780  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0780
 AX0780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0780
 AX0780.The horizontal coordinates were scaled from a topographic map and have
 AX0780.an estimated accuracy of +/- 6 seconds.
 AX0780
 AX0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0780.The vertical order pertains to the NGVD 29 superseded value.
 AX0780
 AX0780.The geoid height was determined by GEOID03.
 AX0780
 AX0780;                    North         East    Units  Estimated Accuracy
 AX0780;SPC TXSC     - 4,153,910.      815,960.      MT  (+/- 180 meters Scaled)
 AX0780
 AX0780                          SUPERSEDED SURVEY CONTROL
 AX0780
 AX0780  NGVD 29 (??/??/92)   44.934  (m)          147.42   (f) ADJ UNCH    2 0
 AX0780
 AX0780.Superseded values are not recommended for survey control.
 AX0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0780.See file dsdata.txt to determine how the superseded data were derived.
 AX0780
 AX0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT159325(NAD 83)
 AX0780_MARKER: DB = BENCH MARK DISK
 AX0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0780_STAMPING: C 869 1943
 AX0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0780+STABILITY: SURFACE MOTION
 AX0780
 AX0780  HISTORY     - Date     Condition        Report By
 AX0780  HISTORY     - 1943     MONUMENTED       CGS
 AX0780  HISTORY     - 1964     GOOD             USGS
 AX0780
 AX0780                          STATION DESCRIPTION
 AX0780
 AX0780'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX0780'7.4 MI SE FROM EZZELL.
 AX0780'7.4 MILES SOUTHEAST OF EZZELL, LAVACA COUNTY, THENCE 1.8 MILES
 AX0780'NORTHEAST ALONG A DIRT ROAD TO FIVE OIL TANKS, THENCE 0.8 MILE SOUTH
 AX0780'TO A T ROAD THENCE 2.1 MILES EAST, 31 FEET NORTH OF CENTERLINE OF
 AX0780'ROAD, 2 FT. WEST OF A WOODEN WITNESS POST, IN A SMALL CLEARING, AND
 AX0780'SET IN A CONCRETE POST PROJECTING 0.4 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1418 ***********************************************************************
 BY1418  DESIGNATION -  C 87
 BY1418  PID         -  BY1418
 BY1418  STATE/COUNTY-  TX/TRINITY
 BY1418  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1418
 BY1418                         *CURRENT SURVEY CONTROL
 BY1418  ___________________________________________________________________
 BY1418* NAD 83(1986)-  31 00 11.     (N)    095 22 41.     (W)     SCALED    
 BY1418* NAVD 88     -        54.01   (+/-2cm)     177.2    (feet)  VERTCON   
 BY1418  ___________________________________________________________________
 BY1418  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY1418
 BY1418  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1418
 BY1418.The horizontal coordinates were scaled from a topographic map and have
 BY1418.an estimated accuracy of +/- 6 seconds.
 BY1418
 BY1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1418.The vertical order pertains to the NGVD 29 superseded value.
 BY1418
 BY1418.The geoid height was determined by GEOID03.
 BY1418
 BY1418;                    North         East    Units  Estimated Accuracy
 BY1418;SPC TX C     - 3,158,680.    1,173,020.      MT  (+/- 180 meters Scaled)
 BY1418
 BY1418                          SUPERSEDED SURVEY CONTROL
 BY1418
 BY1418  NGVD 29 (??/??/92)   54.011  (m)          177.20   (f) ADJ UNCH    1 2
 BY1418
 BY1418.Superseded values are not recommended for survey control.
 BY1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1418.See file dsdata.txt to determine how the superseded data were derived.
 BY1418
 BY1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ729323(NAD 83)
 BY1418_MARKER: DB = BENCH MARK DISK
 BY1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1418_STAMPING: C 87 1932
 BY1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1418+STABILITY: SURFACE MOTION
 BY1418
 BY1418  HISTORY     - Date     Condition        Report By
 BY1418  HISTORY     - 1932     MONUMENTED       CGS
 BY1418  HISTORY     - 1960     GOOD             NGS
 BY1418
 BY1418                          STATION DESCRIPTION
 BY1418
 BY1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1418'4.05 MI N FROM TRINITY.
 BY1418'ABOUT 4.05 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1418'STATION AT TRINITY, 20 1/2 FEET NORTHWEST OF THE FOURTH POLE NORTH OF
 BY1418'MILEPOST 61, 49 1/2 FEET WEST OF THE WEST RAIL, 22 FEET EAST OF A
 BY1418'FENCE, 12 1/2 FEET EAST OF A 13-INCH PINE TREE, ABOUT LEVEL WITH THE
 BY1418'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0775 ***********************************************************************
 AN0775  DESIGNATION -  C 870
 AN0775  PID         -  AN0775
 AN0775  STATE/COUNTY-  TX/VICTORIA
 AN0775  USGS QUAD   -  INEZ (1995)
 AN0775
 AN0775                         *CURRENT SURVEY CONTROL
 AN0775  ___________________________________________________________________
 AN0775* NAD 83(1986)-  28 54 47.     (N)    096 49 29.     (W)     SCALED    
 AN0775* NAVD 88     -        23.55   (+/-2cm)      77.3    (feet)  VERTCON   
 AN0775  ___________________________________________________________________
 AN0775  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0775
 AN0775  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0775
 AN0775.The horizontal coordinates were scaled from a topographic map and have
 AN0775.an estimated accuracy of +/- 6 seconds.
 AN0775
 AN0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0775.The vertical order pertains to the NGVD 29 superseded value.
 AN0775
 AN0775.The geoid height was determined by GEOID03.
 AN0775
 AN0775;                    North         East    Units  Estimated Accuracy
 AN0775;SPC TXSC     - 4,121,640.      812,100.      MT  (+/- 180 meters Scaled)
 AN0775
 AN0775                          SUPERSEDED SURVEY CONTROL
 AN0775
 AN0775  NGVD 29 (??/??/92)   23.606  (m)           77.45   (f) ADJ UNCH    2 0
 AN0775
 AN0775.Superseded values are not recommended for survey control.
 AN0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0775.See file dsdata.txt to determine how the superseded data were derived.
 AN0775
 AN0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT120003(NAD 83)
 AN0775_MARKER: DB = BENCH MARK DISK
 AN0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0775_STAMPING: C 870 1943
 AN0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0775+STABILITY: SURFACE MOTION
 AN0775
 AN0775  HISTORY     - Date     Condition        Report By
 AN0775  HISTORY     - 1943     MONUMENTED       CGS
 AN0775  HISTORY     - 1972     GOOD             NGS
 AN0775  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN0775
 AN0775                          STATION DESCRIPTION
 AN0775
 AN0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0775'2.7 MI NW FROM INEZ.
 AN0775'ABOUT 2.7 MILES NORTHWEST ALONG FARM TO MARKET ROAD NO. 444 FROM THE
 AN0775'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, 24 FEET NORTHWEST
 AN0775'OF THE CENTER LINE OF AN ASPHALT ROAD, (UNDER CONSTRUCTION), 28 FEET
 AN0775'NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHWEST, 28
 AN0775'FEET SOUTHEAST OF A NEW RIGHT-OF-WAY FENCE LINE, 28.5 FEET SOUTHEAST
 AN0775'OF BENCH MARK Y 1195 DESCRIBED, ABOUT LEVEL WITH THE ROAD AND SET IN
 AN0775'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 AN0775'GROUND.  NOTE--  THIS MARK WILL PROBABLY BE DESTROYED DUE TO WIDENING
 AN0775'OF THE ROAD.  BENCH MARK Y 1195 WAS ESTABLISHED NEARBY TO REPLACE THIS
 AN0775'MARK IF IT IS DESTROYED.
 AN0775
 AN0775                          STATION RECOVERY (1991)
 AN0775
 AN0775'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0146 ***********************************************************************
 AB0146  DESIGNATION -  C 871
 AB0146  PID         -  AB0146
 AB0146  STATE/COUNTY-  TX/CAMERON
 AB0146  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0146
 AB0146                         *CURRENT SURVEY CONTROL
 AB0146  ___________________________________________________________________
 AB0146* NAD 83(1986)-  25 58 45.     (N)    097 31 30.     (W)     SCALED    
 AB0146* NAVD 88     -         9.587  (meters)      31.45   (feet)  ADJUSTED  
 AB0146  ___________________________________________________________________
 AB0146  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 AB0146  DYNAMIC HT  -           9.571 (meters)      31.40  (feet)  COMP
 AB0146  MODELED GRAV-     979,031.1   (mgal)                       NAVD 88
 AB0146
 AB0146  VERT ORDER  -  FIRST     CLASS II
 AB0146
 AB0146.The horizontal coordinates were scaled from a topographic map and have
 AB0146.an estimated accuracy of +/- 6 seconds.
 AB0146
 AB0146.The orthometric height was determined by differential leveling
 AB0146.and adjusted by the National Geodetic Survey in June 1991..
 AB0146
 AB0146.The geoid height was determined by GEOID03.
 AB0146
 AB0146.The dynamic height is computed by dividing the NAVD 88
 AB0146.geopotential number by the normal gravity value computed on the
 AB0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0146.degrees latitude (g = 980.6199 gals.).
 AB0146
 AB0146.The modeled gravity was interpolated from observed gravity values.
 AB0146
 AB0146;                    North         East    Units  Estimated Accuracy
 AB0146;SPC TX S     - 5,035,000.      397,640.      MT  (+/- 180 meters Scaled)
 AB0146
 AB0146                          SUPERSEDED SURVEY CONTROL
 AB0146
 AB0146  NGVD 29 (??/??/92)    9.665  (m)           31.71   (f) ADJ UNCH    1 2
 AB0146
 AB0146.Superseded values are not recommended for survey control.
 AB0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0146.See file dsdata.txt to determine how the superseded data were derived.
 AB0146
 AB0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP476742(NAD 83)
 AB0146_MARKER: DB = BENCH MARK DISK
 AB0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0146_STAMPING: C 871 1943
 AB0146_MARK LOGO: CGS   
 AB0146_PROJECTION: PROJECTING 6 CENTIMETERS
 AB0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0146+STABILITY: SURFACE MOTION
 AB0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0146+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 AB0146
 AB0146  HISTORY     - Date     Condition        Report By
 AB0146  HISTORY     - 1943     MONUMENTED       CGS
 AB0146  HISTORY     - 1951     GOOD             NGS
 AB0146  HISTORY     - 1981     GOOD             NGS
 AB0146  HISTORY     - 1988     GOOD             USPSQD
 AB0146  HISTORY     - 19910320 GOOD             USPSQD
 AB0146  HISTORY     - 19930212 GOOD             USPSQD
 AB0146  HISTORY     - 20021016 GOOD             LOCSUR
 AB0146
 AB0146                          STATION DESCRIPTION
 AB0146
 AB0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0146'2.8 MI S FROM OLMITO.
 AB0146'2.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0146'OLMITO, CAMERON COUNTY, 0.2 MILE NORTH OF MILEPOST 6, AT A GRAVEL-ROAD
 AB0146'CROSSING, 40 FEET NORTH OF THE CENTERLINE OF THE ROAD, 15 FEET NORTH
 AB0146'OF A POWER-LINE POLE, 49 FEET EAST OF THE CENTERLINE OF THE TRACK, 3
 AB0146'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE
 AB0146'TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0146'0.6 FOOT ABOVE GROUND.
 AB0146
 AB0146                          STATION RECOVERY (1951)
 AB0146
 AB0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0146'RECOVERED IN GOOD CONDITION.
 AB0146
 AB0146                          STATION RECOVERY (1981)
 AB0146
 AB0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0146'5.9 KM (3.65 MI) SOUTH SOUTHEAST ALONG U.S. HIGHWAY 77 FROM THE
 AB0146'JUNCTION OF FARM ROADS 803 AND 511 IN OLMITO, THENCE 0.6 KM (0.4 MI)
 AB0146'WEST SOUTHWEST ALONG TANDY ROAD AT THE MISSOURI PACIFIC RAILROAD
 AB0146'TRACKS, 14.9 METERS (49.0 FT) NORTH NORTHWEST OF THE CENTER OF PAVED
 AB0146'ROAD, 14.0 METERS (46.0 FT) EAST NORTHEAST OF THE EAST NORTHEAST RAIL
 AB0146'OF THE RAILROAD TRACKS, 3.6 METERS (12.0 FT) NORTH NORTHWEST OF A
 AB0146'POWERLINE POLE WITH A GUY WIRE, AND 6.4 METERS (21.0 FT) WEST OF A GUY
 AB0146'WIRE ANCHOR.
 AB0146'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 AB0146'THE MARK IS 0.46 M BELOW THE ROAD.
 AB0146
 AB0146                          STATION RECOVERY (1988)
 AB0146
 AB0146'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0146'RECOVERED IN GOOD CONDITION.
 AB0146
 AB0146                          STATION RECOVERY (1991)
 AB0146
 AB0146'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0146'RECOVERED IN GOOD CONDITION.
 AB0146
 AB0146                          STATION RECOVERY (1993)
 AB0146
 AB0146'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0146'RECOVERED IN GOOD CONDITION.
 AB0146
 AB0146                          STATION RECOVERY (2002)
 AB0146
 AB0146'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (DZ)
 AB0146'RECOVERED BY MGM ENGINEERING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0338 ***********************************************************************
 AE0338  DESIGNATION -  C 872
 AE0338  PID         -  AE0338
 AE0338  STATE/COUNTY-  TX/HIDALGO
 AE0338  USGS QUAD   -  DONNA (1983)
 AE0338
 AE0338                         *CURRENT SURVEY CONTROL
 AE0338  ___________________________________________________________________
 AE0338* NAD 83(1986)-  26 10 35.     (N)    098 05 04.     (W)     SCALED    
 AE0338* NAVD 88     -        28.011  (meters)      91.90   (feet)  ADJUSTED  
 AE0338  ___________________________________________________________________
 AE0338  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AE0338  DYNAMIC HT  -          27.964 (meters)      91.75  (feet)  COMP
 AE0338  MODELED GRAV-     979,000.0   (mgal)                       NAVD 88
 AE0338
 AE0338  VERT ORDER  -  FIRST     CLASS II
 AE0338
 AE0338.The horizontal coordinates were scaled from a topographic map and have
 AE0338.an estimated accuracy of +/- 6 seconds.
 AE0338
 AE0338.The orthometric height was determined by differential leveling
 AE0338.and adjusted by the National Geodetic Survey in June 1991..
 AE0338
 AE0338.The geoid height was determined by GEOID03.
 AE0338
 AE0338.The dynamic height is computed by dividing the NAVD 88
 AE0338.geopotential number by the normal gravity value computed on the
 AE0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0338.degrees latitude (g = 980.6199 gals.).
 AE0338
 AE0338.The modeled gravity was interpolated from observed gravity values.
 AE0338
 AE0338;                    North         East    Units  Estimated Accuracy
 AE0338;SPC TX S     - 5,056,540.      341,540.      MT  (+/- 180 meters Scaled)
 AE0338
 AE0338                          SUPERSEDED SURVEY CONTROL
 AE0338
 AE0338  NGVD 29 (??/??/92)   28.129  (m)           92.29   (f) ADJ UNCH    1 2
 AE0338
 AE0338.Superseded values are not recommended for survey control.
 AE0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0338.See file dsdata.txt to determine how the superseded data were derived.
 AE0338
 AE0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP914955(NAD 83)
 AE0338_MARKER: DB = BENCH MARK DISK
 AE0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0338_SP_SET: CULVERT
 AE0338_STAMPING: C 872 1943
 AE0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0338
 AE0338  HISTORY     - Date     Condition        Report By
 AE0338  HISTORY     - 1943     MONUMENTED       CGS
 AE0338  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0338  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0338
 AE0338                          STATION DESCRIPTION
 AE0338
 AE0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0338'1.9 MI W FROM DONNA.
 AE0338'BENCH MARK IS ABOUT 1.9 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AE0338'RAILROAD FROM THE STATION AT DONNA, ABOUT 200.0 FEET SOUTHWEST OF MILE
 AE0338'POLE NO. 24-20, AND 50.0 FEET SOUTH OF THE TRACKS.  IT IS SET
 AE0338'HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF THE CONCRETE
 AE0338'CULVERT UNDER THE HIGHWAY.
 AE0338
 AE0338                          STATION RECOVERY (1981)
 AE0338
 AE0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0338'MARK NOT RECOVERED.
 AE0338
 AE0338                          STATION RECOVERY (1987)
 AE0338
 AE0338'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0652 ***********************************************************************
 AE0652  DESIGNATION -  C 873
 AE0652  PID         -  AE0652
 AE0652  STATE/COUNTY-  TX/HIDALGO
 AE0652  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0652
 AE0652                         *CURRENT SURVEY CONTROL
 AE0652  ___________________________________________________________________
 AE0652* NAD 83(1986)-  26 16 54.     (N)    098 34 30.     (W)     SCALED    
 AE0652* NAVD 88     -        61.788  (meters)     202.72   (feet)  ADJUSTED  
 AE0652  ___________________________________________________________________
 AE0652  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE0652  DYNAMIC HT  -          61.686 (meters)     202.38  (feet)  COMP
 AE0652  MODELED GRAV-     978,986.7   (mgal)                       NAVD 88
 AE0652
 AE0652  VERT ORDER  -  FIRST     CLASS II
 AE0652
 AE0652.The horizontal coordinates were scaled from a topographic map and have
 AE0652.an estimated accuracy of +/- 6 seconds.
 AE0652
 AE0652.The orthometric height was determined by differential leveling
 AE0652.and adjusted by the National Geodetic Survey in June 1991..
 AE0652.WARNING-Repeat measurements at this control monument indicate possible
 AE0652.vertical movement.
 AE0652
 AE0652.The geoid height was determined by GEOID03.
 AE0652
 AE0652.The dynamic height is computed by dividing the NAVD 88
 AE0652.geopotential number by the normal gravity value computed on the
 AE0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0652.degrees latitude (g = 980.6199 gals.).
 AE0652
 AE0652.The modeled gravity was interpolated from observed gravity values.
 AE0652
 AE0652;                    North         East    Units  Estimated Accuracy
 AE0652;SPC TX S     - 5,068,140.      292,510.      MT  (+/- 180 meters Scaled)
 AE0652
 AE0652                          SUPERSEDED SURVEY CONTROL
 AE0652
 AE0652.No superseded survey control is available for this station.
 AE0652
 AE0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ424069(NAD 83)
 AE0652_MARKER: DB = BENCH MARK DISK
 AE0652_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE0652_SP_SET: CULVERT HEADWALL
 AE0652_STAMPING: C 873 1943
 AE0652_MARK LOGO: CGS   
 AE0652_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0652+STABILITY: SURFACE MOTION
 AE0652
 AE0652  HISTORY     - Date     Condition        Report By
 AE0652  HISTORY     - 1943     MONUMENTED       CGS
 AE0652  HISTORY     - 1981     GOOD             NGS
 AE0652  HISTORY     - 1987     GOOD             USPSQD
 AE0652  HISTORY     - 19920707 GOOD             USPSQD
 AE0652  HISTORY     - 20060319 MARK NOT FOUND   USPSQD
 AE0652
 AE0652                          STATION DESCRIPTION
 AE0652
 AE0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0652'0.8 MI W FROM SULLIVAN CITY.
 AE0652'BENCH MARK IS ABOUT 0.8 MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 FROM
 AE0652'THE POST OFFICE AT SULLIVAN CITY, ABOUT MID-WAY BETWEEN THE TWO COUNTY
 AE0652'LINE SIGN POSTS FOR THE HIDALGO-STARR COUNTIES, SET HORIZONTALLY IN
 AE0652'THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT, 21.0 FEET
 AE0652'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0652'HIGHWAY.
 AE0652
 AE0652                          STATION RECOVERY (1981)
 AE0652
 AE0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0652'2.5 KM (1.55 MI) WEST ALONG U.S. HIGHWAY 83 WESTBOUND FROM THE
 AE0652'JUNCTION OF FARM ROAD 886 SOUTH AT SULLIVAN CITY, AT THE STARR-HIDALGO
 AE0652'COUNTY LINE, SET IN THE TOP OF THE NORTH HEADWALL OF A CONCRETE
 AE0652'CULVERT UNDER THE HIGHWAY, 6.4 METERS (21.0 FT) NORTH OF THE
 AE0652'CENTERLINE OF THE HIGHWAY, AND 0.15 METERS (0.5 FT) EAST OF WEST END
 AE0652'OF THE HEADWALL.
 AE0652
 AE0652                          STATION RECOVERY (1987)
 AE0652
 AE0652'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0652'RECOVERED IN GOOD CONDITION.
 AE0652
 AE0652                          STATION RECOVERY (1992)
 AE0652
 AE0652'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0652'RECOVERED IN GOOD CONDITION.
 AE0652
 AE0652                          STATION RECOVERY (2006)
 AE0652
 AE0652'RECOVERY NOTE BY US POWER SQUADRON 2006 (RL)
 AE0652'NOT FOUND, HWY 83 HAS BEEN WIDENED TO A 4-LANE DIVIDED HIGHWAY.  NEW
 AE0652'CULVERT AT COUNTY LINE, NO MARKER ON HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1073 ***********************************************************************
 AN1073  DESIGNATION -  C 874
 AN1073  PID         -  AN1073
 AN1073  STATE/COUNTY-  TX/GOLIAD
 AN1073  USGS QUAD   -  SCHROEDER (1987)
 AN1073
 AN1073                         *CURRENT SURVEY CONTROL
 AN1073  ___________________________________________________________________
 AN1073* NAD 83(1986)-  28 47 36.     (N)    097 13 22.     (W)     SCALED    
 AN1073* NAVD 88     -        51.11   (+/-2cm)     167.7    (feet)  VERTCON   
 AN1073  ___________________________________________________________________
 AN1073  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1073
 AN1073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1073
 AN1073.The horizontal coordinates were scaled from a topographic map and have
 AN1073.an estimated accuracy of +/- 6 seconds.
 AN1073
 AN1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1073.The vertical order pertains to the NGVD 29 superseded value.
 AN1073
 AN1073.The geoid height was determined by GEOID03.
 AN1073
 AN1073;                    North         East    Units  Estimated Accuracy
 AN1073;SPC TXSC     - 4,107,710.      773,490.      MT  (+/- 180 meters Scaled)
 AN1073
 AN1073                          SUPERSEDED SURVEY CONTROL
 AN1073
 AN1073  NGVD 29 (??/??/92)   51.169  (m)          167.88   (f) ADJ UNCH    2 0
 AN1073
 AN1073.Superseded values are not recommended for survey control.
 AN1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1073.See file dsdata.txt to determine how the superseded data were derived.
 AN1073
 AN1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS734863(NAD 83)
 AN1073_MARKER: DB = BENCH MARK DISK
 AN1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1073_STAMPING: C 874 1943
 AN1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1073+STABILITY: SURFACE MOTION
 AN1073
 AN1073  HISTORY     - Date     Condition        Report By
 AN1073  HISTORY     - 1943     MONUMENTED       CGS
 AN1073
 AN1073                          STATION DESCRIPTION
 AN1073
 AN1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1073'1.8 MI S FROM SCHROEDER.
 AN1073'TO REACH FROM THE MAIN ROAD INTERSECTION AT SCHROEDER, PROCEED 1.8
 AN1073'MILES SOUTHERLY ON A GRADED ROAD LEADING TO FANNIN.  BENCH MARK IS ON
 AN1073'THE OUTSIDE OF A SHARP CURVE, 65.0 FEET SOUTH OF THE CENTER OF A GATE
 AN1073'IN RIGHT-OF-WAY FENCE, 24.0 FEET WEST OF AND ABOUT THE SAME ELEVATION
 AN1073'AS THE CENTERLINE OF THE ROAD, 11.0 FEET WEST OF A CORNER FENCE POST,
 AN1073'3.0 FEET WEST OF A 4X4 INCH WOODEN MARKER POST AND 1.5 FEET SOUTH OF A
 AN1073'DIVISION FENCE.  PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1136 ***********************************************************************
 AN1136  DESIGNATION -  C 875
 AN1136  PID         -  AN1136
 AN1136  STATE/COUNTY-  TX/GOLIAD
 AN1136  USGS QUAD   -  WEESATCHE (1987)
 AN1136
 AN1136                         *CURRENT SURVEY CONTROL
 AN1136  ___________________________________________________________________
 AN1136* NAD 83(1986)-  28 48 22.     (N)    097 23 26.     (W)     SCALED    
 AN1136* NAVD 88     -        74.34   (+/-2cm)     243.9    (feet)  VERTCON   
 AN1136  ___________________________________________________________________
 AN1136  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1136
 AN1136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1136
 AN1136.The horizontal coordinates were scaled from a topographic map and have
 AN1136.an estimated accuracy of +/- 6 seconds.
 AN1136
 AN1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1136.The vertical order pertains to the NGVD 29 superseded value.
 AN1136
 AN1136.The geoid height was determined by GEOID03.
 AN1136
 AN1136;                    North         East    Units  Estimated Accuracy
 AN1136;SPC TXSC     - 4,108,890.      757,090.      MT  (+/- 180 meters Scaled)
 AN1136
 AN1136                          SUPERSEDED SURVEY CONTROL
 AN1136
 AN1136  NGVD 29 (??/??/92)   74.374  (m)          244.01   (f) ADJ UNCH    2 0
 AN1136
 AN1136.Superseded values are not recommended for survey control.
 AN1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1136.See file dsdata.txt to determine how the superseded data were derived.
 AN1136
 AN1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS570875(NAD 83)
 AN1136_MARKER: DB = BENCH MARK DISK
 AN1136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1136_SP_SET: CULVERT
 AN1136_STAMPING: C 875 1943
 AN1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1136
 AN1136  HISTORY     - Date     Condition        Report By
 AN1136  HISTORY     - 1943     MONUMENTED       CGS
 AN1136
 AN1136                          STATION DESCRIPTION
 AN1136
 AN1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1136'4.4 MI SE FROM WEESATCHE.
 AN1136'TO REACH FROM THE MAIN ROAD INTERSECTION AT WEESATCHE-- PROCEED 4.4
 AN1136'MILES SOUTHEASTERLY ALONG STATE HIGHWAY NO.119 TO SITE OF BENCH MARK.
 AN1136'BENCH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE INTERSECTION OF STATE
 AN1136'HIGHWAYS NO. 119 AND 29, 15.0 FEET NORTHEAST OF AND ABOUT 0.5 FOOT
 AN1136'ABOVE THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE NORTHWEST
 AN1136'END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1976 ***********************************************************************
 AX1976  DESIGNATION -  C 876
 AX1976  PID         -  AX1976
 AX1976  STATE/COUNTY-  TX/GONZALES
 AX1976  USGS QUAD   -  SAMPLE (1987)
 AX1976
 AX1976                         *CURRENT SURVEY CONTROL
 AX1976  ___________________________________________________________________
 AX1976* NAD 83(1986)-  29 12 00.     (N)    097 31 40.     (W)     SCALED    
 AX1976* NAVD 88     -        90.02   (+/-2cm)     295.3    (feet)  VERTCON   
 AX1976  ___________________________________________________________________
 AX1976  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AX1976
 AX1976  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1976
 AX1976.The horizontal coordinates were scaled from a topographic map and have
 AX1976.an estimated accuracy of +/- 6 seconds.
 AX1976
 AX1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1976.The vertical order pertains to the NGVD 29 superseded value.
 AX1976
 AX1976.The geoid height was determined by GEOID03.
 AX1976
 AX1976;                    North         East    Units  Estimated Accuracy
 AX1976;SPC TXSC     - 4,152,360.      743,150.      MT  (+/- 180 meters Scaled)
 AX1976
 AX1976                          SUPERSEDED SURVEY CONTROL
 AX1976
 AX1976  NGVD 29 (??/??/92)   90.005  (m)          295.29   (f) ADJ UNCH    2 0
 AX1976
 AX1976.Superseded values are not recommended for survey control.
 AX1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1976.See file dsdata.txt to determine how the superseded data were derived.
 AX1976
 AX1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT431310(NAD 83)
 AX1976_MARKER: DB = BENCH MARK DISK
 AX1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1976_STAMPING: C 876 1943
 AX1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1976+STABILITY: SURFACE MOTION
 AX1976
 AX1976  HISTORY     - Date     Condition        Report By
 AX1976  HISTORY     - 1943     MONUMENTED       CGS
 AX1976
 AX1976                          STATION DESCRIPTION
 AX1976
 AX1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1976'1.7 MI SW FROM SAMPLE.
 AX1976'TO REACH FROM THE POST OFFICE AT SAMPLE, PROCEED 0.4 MILE
 AX1976'SOUTHEASTERLY ALONG U.S. HIGHWAY NO. 87 TO THE INTERSECTION OF A DIRT
 AX1976'ROAD LEADING SOUTHWEST, THENCE 1.3 MILE SOUTHWESTERLY ALONG A DIRT
 AX1976'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.35 MILE SOUTHWEST OF THE
 AX1976'SOUTHEAST END OF A DOUBLE TURN IN THE ROAD.  IT IS 24.0 FEET NORTHWEST
 AX1976'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD AND 3.1 FEET
 AX1976'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AX1976'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1691 ***********************************************************************
 AN1691  DESIGNATION -  C 877 RESET 1960
 AN1691  PID         -  AN1691
 AN1691  STATE/COUNTY-  TX/KARNES
 AN1691  USGS QUAD   -  KENEDY (1987)
 AN1691
 AN1691                         *CURRENT SURVEY CONTROL
 AN1691  ___________________________________________________________________
 AN1691* NAD 83(1986)-  28 49 08.     (N)    097 49 11.     (W)     SCALED    
 AN1691* NAVD 88     -        91.56   (+/-2cm)     300.4    (feet)  VERTCON   
 AN1691  ___________________________________________________________________
 AN1691  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AN1691
 AN1691  VERT ORDER  -  THIRD (See Below)
 AN1691
 AN1691.The horizontal coordinates were scaled from a topographic map and have
 AN1691.an estimated accuracy of +/- 6 seconds.
 AN1691
 AN1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1691.The vertical order pertains to the NGVD 29 superseded value.
 AN1691
 AN1691.The geoid height was determined by GEOID03.
 AN1691
 AN1691;                    North         East    Units  Estimated Accuracy
 AN1691;SPC TXSC     - 4,109,810.      715,190.      MT  (+/- 180 meters Scaled)
 AN1691
 AN1691                          SUPERSEDED SURVEY CONTROL
 AN1691
 AN1691  NGVD 29 (??/??/??)   91.54   (m)          300.3    (f) RESET       3  
 AN1691
 AN1691.Superseded values are not recommended for survey control.
 AN1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1691.See file dsdata.txt to determine how the superseded data were derived.
 AN1691
 AN1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS151884(NAD 83)
 AN1691_MARKER: DB = BENCH MARK DISK
 AN1691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1691_SP_SET: CULVERT
 AN1691_STAMPING: C 877 RESET 1960
 AN1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1691
 AN1691  HISTORY     - Date     Condition        Report By
 AN1691  HISTORY     - 1960     MONUMENTED       TXHD
 AN1691  HISTORY     - 1961     GOOD             TXHD
 AN1691  HISTORY     - 1981     GOOD             NGS
 AN1691  HISTORY     - 20060215 GOOD             USPSQD
 AN1691
 AN1691                          STATION DESCRIPTION
 AN1691
 AN1691'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN1691'2.2 MI E FROM KENEDY.
 AN1691'THIS MARK IS LOCATED 2.2 MILES EAST ALONG STATE HIGHWAY 72 FROM THE
 AN1691'FIRST NICHOLS NATIONAL BANK AT KENEDY, AT THE JUNCTION OF STATE
 AN1691'HIGHWAY 239, AT A 2- BY 2-FOOT CONCRETE-BOX CULVERT UNDER STATE
 AN1691'HIGHWAY 239, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 23.5
 AN1691'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 239, AND LEVEL WITH
 AN1691'STATE HIGHWAY 239.
 AN1691
 AN1691                          STATION RECOVERY (1981)
 AN1691
 AN1691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1691'RECOVERED IN GOOD CONDITION.
 AN1691
 AN1691                          STATION RECOVERY (2006)
 AN1691
 AN1691'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1751 ***********************************************************************
 AN1751  DESIGNATION -  C 878
 AN1751  PID         -  AN1751
 AN1751  STATE/COUNTY-  TX/BEE
 AN1751  USGS QUAD   -  TULETA (1987)
 AN1751
 AN1751                         *CURRENT SURVEY CONTROL
 AN1751  ___________________________________________________________________
 AN1751* NAD 83(1986)-  28 37 24.     (N)    097 48 05.     (W)     SCALED    
 AN1751* NAVD 88     -        94.251  (meters)     309.22   (feet)  ADJUSTED  
 AN1751  ___________________________________________________________________
 AN1751  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN1751  DYNAMIC HT  -          94.111 (meters)     308.76  (feet)  COMP
 AN1751  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 AN1751
 AN1751  VERT ORDER  -  FIRST     CLASS II
 AN1751
 AN1751.The horizontal coordinates were scaled from a topographic map and have
 AN1751.an estimated accuracy of +/- 6 seconds.
 AN1751
 AN1751.The orthometric height was determined by differential leveling
 AN1751.and adjusted by the National Geodetic Survey in June 1991..
 AN1751
 AN1751.The geoid height was determined by GEOID03.
 AN1751
 AN1751.The dynamic height is computed by dividing the NAVD 88
 AN1751.geopotential number by the normal gravity value computed on the
 AN1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1751.degrees latitude (g = 980.6199 gals.).
 AN1751
 AN1751.The modeled gravity was interpolated from observed gravity values.
 AN1751
 AN1751;                    North         East    Units  Estimated Accuracy
 AN1751;SPC TXSC     - 4,088,160.      717,200.      MT  (+/- 180 meters Scaled)
 AN1751
 AN1751                          SUPERSEDED SURVEY CONTROL
 AN1751
 AN1751  NGVD 29 (??/??/92)   94.282  (m)          309.32   (f) ADJ UNCH    1 2
 AN1751
 AN1751.Superseded values are not recommended for survey control.
 AN1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1751.See file dsdata.txt to determine how the superseded data were derived.
 AN1751
 AN1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS171668(NAD 83)
 AN1751_MARKER: DB = BENCH MARK DISK
 AN1751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1751_SP_SET: STEP
 AN1751_STAMPING: C 878 1943
 AN1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1751
 AN1751  HISTORY     - Date     Condition        Report By
 AN1751  HISTORY     - 1943     MONUMENTED       CGS
 AN1751  HISTORY     - 1981     GOOD             NGS
 AN1751
 AN1751                          STATION DESCRIPTION
 AN1751
 AN1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1751'IN PETTUS.
 AN1751'AT PETTUS, BEE COUNTY, AT THE SOUTH ENTRANCE TO THE ELEMENTARY SCHOOL,
 AN1751'5 FEET WEST OF THE ENTRANCE DOOR, IN THE TOP CONCRETE STEP, 1.1 FEET
 AN1751'SOUTHEAST OF THE NORTHWEST CORNER, 73 YARDS NORTH OF THE CENTER LINE
 AN1751'OF AN EAST-AND-WEST DIRT ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 AN1751
 AN1751                          STATION RECOVERY (1981)
 AN1751
 AN1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1783 ***********************************************************************
 AN1783  DESIGNATION -  C 879
 AN1783  PID         -  AN1783
 AN1783  STATE/COUNTY-  TX/GOLIAD
 AN1783  USGS QUAD   -  BERCLAIR NW (1987)
 AN1783
 AN1783                         *CURRENT SURVEY CONTROL
 AN1783  ___________________________________________________________________
 AN1783* NAD 83(1986)-  28 37 36.     (N)    097 42 20.     (W)     SCALED    
 AN1783* NAVD 88     -       104.46   (+/-2cm)     342.7    (feet)  VERTCON   
 AN1783  ___________________________________________________________________
 AN1783  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN1783
 AN1783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1783
 AN1783.The horizontal coordinates were scaled from a topographic map and have
 AN1783.an estimated accuracy of +/- 6 seconds.
 AN1783
 AN1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1783.The vertical order pertains to the NGVD 29 superseded value.
 AN1783
 AN1783.The geoid height was determined by GEOID03.
 AN1783
 AN1783;                    North         East    Units  Estimated Accuracy
 AN1783;SPC TXSC     - 4,088,630.      726,570.      MT  (+/- 180 meters Scaled)
 AN1783
 AN1783                          SUPERSEDED SURVEY CONTROL
 AN1783
 AN1783  NGVD 29 (??/??/92)  104.47   (m)          342.7    (f) COMPUTED    2 0
 AN1783
 AN1783.Superseded values are not recommended for survey control.
 AN1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1783.See file dsdata.txt to determine how the superseded data were derived.
 AN1783
 AN1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS265673(NAD 83)
 AN1783_MARKER: DB = BENCH MARK DISK
 AN1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1783_STAMPING: C 879 1943
 AN1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1783+STABILITY: SURFACE MOTION
 AN1783
 AN1783  HISTORY     - Date     Condition        Report By
 AN1783  HISTORY     - 1943     MONUMENTED       CGS
 AN1783
 AN1783                          STATION DESCRIPTION
 AN1783
 AN1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1783'7.3 MI NE FROM BERCLAIR.
 AN1783'TO REACH FROM THE TEXAS AND NEW ORLEANS(SOUTHERN PACIFIC) RAILROAD
 AN1783'STATION AT BERCLAIR, PROCEED 0.25 MILE SOUTHWESTERLY ALONG THE TRACK
 AN1783'TO A DIRT ROAD CROSSING, THENCE 11.1 MILES NORTHWESTERLY ALONG A DIRT
 AN1783'ROAD TO THE TOP OF A HILL AND SITE OF BENCH MARK.  BENCH MARK IS 180.0
 AN1783'YARDS NORTHWEST OF A CURVE IN THE ROAD.  IT IS 26.4 FEET SOUTHWEST OF
 AN1783'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 12.6 FEET
 AN1783'SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE AND 2.3 FEET SOUTHEAST
 AN1783'OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1784 ***********************************************************************
 AN1784  DESIGNATION -  C 879 RESET 1948
 AN1784  PID         -  AN1784
 AN1784  STATE/COUNTY-  TX/GOLIAD
 AN1784  USGS QUAD   -  BERCLAIR NW (1987)
 AN1784
 AN1784                         *CURRENT SURVEY CONTROL
 AN1784  ___________________________________________________________________
 AN1784* NAD 83(1986)-  28 37 36.     (N)    097 42 19.     (W)     SCALED    
 AN1784* NAVD 88     -       104.35   (+/-2cm)     342.4    (feet)  VERTCON   
 AN1784  ___________________________________________________________________
 AN1784  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN1784
 AN1784  VERT ORDER  -  THIRD (See Below)
 AN1784
 AN1784.The horizontal coordinates were scaled from a topographic map and have
 AN1784.an estimated accuracy of +/- 6 seconds.
 AN1784
 AN1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1784.The vertical order pertains to the NGVD 29 superseded value.
 AN1784
 AN1784.The geoid height was determined by GEOID03.
 AN1784
 AN1784;                    North         East    Units  Estimated Accuracy
 AN1784;SPC TXSC     - 4,088,630.      726,600.      MT  (+/- 180 meters Scaled)
 AN1784
 AN1784                          SUPERSEDED SURVEY CONTROL
 AN1784
 AN1784  NGVD 29 (??/??/??)  104.36   (m)          342.4    (f) RESET       3  
 AN1784
 AN1784.Superseded values are not recommended for survey control.
 AN1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1784.See file dsdata.txt to determine how the superseded data were derived.
 AN1784
 AN1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS265673(NAD 83)
 AN1784_MARKER: DB = BENCH MARK DISK
 AN1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1784_STAMPING: C 879 RESET 1948
 AN1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1784+STABILITY: SURFACE MOTION
 AN1784
 AN1784  HISTORY     - Date     Condition        Report By
 AN1784  HISTORY     - 1948     MONUMENTED       TXHD
 AN1784
 AN1784                          STATION DESCRIPTION
 AN1784
 AN1784'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AN1784'7.3 MI NE FROM PETTUS.
 AN1784'IN GOLIAD COUNTY, ABOUT 4.8 MILES NORTHEAST ALONG A DIRT ROAD FROM THE
 AN1784'ELEMENTARY SCHOOL AT PETTUS, BEE COUNTY, THENCE ABOUT 2.5 MILES
 AN1784'SOUTHEAST ALONG A DIRT ROAD.  ABOUT 180 YARDS NORTHWEST OF A CURVE,
 AN1784'32.4 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4.2 FEET SOUTHWEST
 AN1784'OF THE RIGHT-OF-WAY FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 AN1784'POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C 879
 AN1784'RESET 1948 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 AN1784'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0844 ***********************************************************************
 BL0844  DESIGNATION -  C 88
 BL0844  PID         -  BL0844
 BL0844  STATE/COUNTY-  TX/WALKER
 BL0844  USGS QUAD   -  NEW WAVERLY (1976)
 BL0844
 BL0844                         *CURRENT SURVEY CONTROL
 BL0844  ___________________________________________________________________
 BL0844* NAD 83(1986)-  30 30 56.     (N)    095 29 02.     (W)     SCALED    
 BL0844* NAVD 88     -        95.558  (meters)     313.51   (feet)  ADJUSTED  
 BL0844  ___________________________________________________________________
 BL0844  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BL0844  DYNAMIC HT  -          95.431 (meters)     313.09  (feet)  COMP
 BL0844  MODELED GRAV-     979,317.9   (mgal)                       NAVD 88
 BL0844
 BL0844  VERT ORDER  -  FIRST     CLASS I
 BL0844
 BL0844.The horizontal coordinates were scaled from a topographic map and have
 BL0844.an estimated accuracy of +/- 6 seconds.
 BL0844
 BL0844.The orthometric height was determined by differential leveling
 BL0844.and adjusted by the National Geodetic Survey in June 1991..
 BL0844
 BL0844.The geoid height was determined by GEOID03.
 BL0844
 BL0844.The dynamic height is computed by dividing the NAVD 88
 BL0844.geopotential number by the normal gravity value computed on the
 BL0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0844.degrees latitude (g = 980.6199 gals.).
 BL0844
 BL0844.The modeled gravity was interpolated from observed gravity values.
 BL0844
 BL0844;                    North         East    Units  Estimated Accuracy
 BL0844;SPC TX C     - 3,104,250.    1,165,280.      MT  (+/- 180 meters Scaled)
 BL0844
 BL0844                          SUPERSEDED SURVEY CONTROL
 BL0844
 BL0844  NGVD 29 (12/23/87)   95.563  (m)          313.53   (f) ADJUSTED    1 1
 BL0844
 BL0844.Superseded values are not recommended for survey control.
 BL0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0844.See file dsdata.txt to determine how the superseded data were derived.
 BL0844
 BL0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP616785(NAD 83)
 BL0844_MARKER: DB = BENCH MARK DISK
 BL0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0844_SP_SET: CONCRETE POST
 BL0844_STAMPING: C 88 1932 313.828
 BL0844_MARK LOGO: CGS   
 BL0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0844+STABILITY: SURFACE MOTION
 BL0844
 BL0844  HISTORY     - Date     Condition        Report By
 BL0844  HISTORY     - 1932     MONUMENTED       CGS
 BL0844  HISTORY     - 1973     GOOD             NGS
 BL0844  HISTORY     - 1978     GOOD             NGS
 BL0844  HISTORY     - 1987     GOOD             NGS
 BL0844
 BL0844                          STATION DESCRIPTION
 BL0844
 BL0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0844'1.55 MI S FROM NEW WAVERLY.
 BL0844'ABOUT 1.55 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0844'CROSSING OF FARM ROAD 150, ABOUT 67 FEET NORTH OF THE CENTER LINE OF A
 BL0844'PRIVATE ROAD, AT THE CROSSING OF A PRIVATE ROAD, 46.3 FEET NORTH OF A
 BL0844'TELEPHONE POLE, 46.7 FEET WEST OF THE WEST RAIL, 41.6 FEET EAST OF THE
 BL0844'CENTER LINE OF US HIGHWAY 75, 1.4 FEET SOUTH OF A METAL WITNESS POST,
 BL0844'3 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE
 BL0844'POST PROJECTING 0.9 FOOT.
 BL0844
 BL0844                          STATION RECOVERY (1978)
 BL0844
 BL0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0844'RECOVERED IN GOOD CONDITION.
 BL0844
 BL0844                          STATION RECOVERY (1987)
 BL0844
 BL0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0844'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE DISK IS
 BL0844'STAMPED AS C 88 1932 313.828 AND NOT AS STATED IN THE ORIGINAL
 BL0844'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1115 ***********************************************************************
 AN1115  DESIGNATION -  C 881
 AN1115  PID         -  AN1115
 AN1115  STATE/COUNTY-  TX/GOLIAD
 AN1115  USGS QUAD   -  WEESATCHE (1987)
 AN1115
 AN1115                         *CURRENT SURVEY CONTROL
 AN1115  ___________________________________________________________________
 AN1115* NAD 83(1986)-  28 49 23.     (N)    097 30 00.     (W)     SCALED    
 AN1115* NAVD 88     -        98.67   (+/-2cm)     323.7    (feet)  VERTCON   
 AN1115  ___________________________________________________________________
 AN1115  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN1115
 AN1115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1115
 AN1115.The horizontal coordinates were scaled from a topographic map and have
 AN1115.an estimated accuracy of +/- 6 seconds.
 AN1115
 AN1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1115.The vertical order pertains to the NGVD 29 superseded value.
 AN1115
 AN1115.The geoid height was determined by GEOID03.
 AN1115
 AN1115;                    North         East    Units  Estimated Accuracy
 AN1115;SPC TXSC     - 4,110,630.      746,390.      MT  (+/- 180 meters Scaled)
 AN1115
 AN1115                          SUPERSEDED SURVEY CONTROL
 AN1115
 AN1115  NGVD 29 (??/??/92)   98.68   (m)          323.8    (f) COMPUTED    2 0
 AN1115
 AN1115.Superseded values are not recommended for survey control.
 AN1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1115.See file dsdata.txt to determine how the superseded data were derived.
 AN1115
 AN1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS463893(NAD 83)
 AN1115_MARKER: DB = BENCH MARK DISK
 AN1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1115_STAMPING: C 881 1943
 AN1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1115+STABILITY: SURFACE MOTION
 AN1115
 AN1115  HISTORY     - Date     Condition        Report By
 AN1115  HISTORY     - 1943     MONUMENTED       CGS
 AN1115  HISTORY     - 1962     MARK NOT FOUND   USGS
 AN1115
 AN1115                          STATION DESCRIPTION
 AN1115
 AN1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1115'4.15 MI SW FROM WEESATCHE.
 AN1115'TO REACH FROM THE POST OFFICE AT WEESATCHE, PROCEED 0.4 MILE WESTERLY
 AN1115'ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING SOUTH,
 AN1115'THENCE 3.6 MILES SOUTHERLY ALONG A DIRT ROAD TO THE SOUTH END OF A
 AN1115'DOUBLE TURN IN THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 27.1
 AN1115'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AN1115'ROAD AT THE SOUTH END OF A DOUBLE TURN IN THE ROAD.  IT IS 8.4 FEET
 AN1115'EAST OF THE EAST RIGHT-OF-WAY FENCE AND 2.4 FEET NORTH OF A 4X4 INCH
 AN1115'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AN1115
 AN1115                          STATION RECOVERY (1962)
 AN1115
 AN1115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AN1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0628 ***********************************************************************
 BL0628  DESIGNATION -  C 882
 BL0628  PID         -  BL0628
 BL0628  STATE/COUNTY-  TX/POLK
 BL0628  USGS QUAD   -  NEW WILLARD (1984)
 BL0628
 BL0628                         *CURRENT SURVEY CONTROL
 BL0628  ___________________________________________________________________
 BL0628* NAD 83(1986)-  30 50 04.     (N)    094 59 06.     (W)     SCALED    
 BL0628* NAVD 88     -       115.87   (+/-2cm)     380.2    (feet)  VERTCON   
 BL0628  ___________________________________________________________________
 BL0628  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL0628
 BL0628  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0628
 BL0628.The horizontal coordinates were scaled from a topographic map and have
 BL0628.an estimated accuracy of +/- 6 seconds.
 BL0628
 BL0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0628.The vertical order pertains to the NGVD 29 superseded value.
 BL0628
 BL0628.The geoid height was determined by GEOID03.
 BL0628
 BL0628;                    North         East    Units  Estimated Accuracy
 BL0628;SPC TX C     - 3,141,750.    1,211,410.      MT  (+/- 180 meters Scaled)
 BL0628
 BL0628                          SUPERSEDED SURVEY CONTROL
 BL0628
 BL0628  NGVD 29 (??/??/92)  115.876  (m)          380.17   (f) ADJ UNCH    2 0
 BL0628
 BL0628.Superseded values are not recommended for survey control.
 BL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0628.See file dsdata.txt to determine how the superseded data were derived.
 BL0628
 BL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ101129(NAD 83)
 BL0628_MARKER: DB = BENCH MARK DISK
 BL0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0628_STAMPING: C 882 1947
 BL0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0628+STABILITY: SURFACE MOTION
 BL0628
 BL0628  HISTORY     - Date     Condition        Report By
 BL0628  HISTORY     - 1947     MONUMENTED       CGS
 BL0628  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0628  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0628  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0628
 BL0628                          STATION DESCRIPTION
 BL0628
 BL0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0628'7.7 MI W FROM LEGGETT.
 BL0628'7.7 MILES WEST ALONG THE LEGGETT-ONALASKA ROAD FROM THE TEXAS AND NEW
 BL0628'ORLEANS RAILWAY STATION AT LEGGETT, AT A T ROAD JUNCTION, 199.0 FEET
 BL0628'NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING EAST, 61.4 FEET
 BL0628'SOUTHEAST OF A T FENCE CORNER AT THE SOUTH CORNER OF A GARDEN, 42.0
 BL0628'FEET NORTHWEST OF A 36 INCH SWEETGUM TREE, 36.0 FEET NORTHEAST OF THE
 BL0628'CENTER LINE OF A NORTHWEST-SOUTHEAST ROAD, 1.7 FEET NORTHWEST OF A
 BL0628'REFERENCE POST, 1.6 FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF A
 BL0628'CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL0628
 BL0628                          STATION RECOVERY (1977)
 BL0628
 BL0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0628'MARK NOT FOUND.
 BL0628
 BL0628                          STATION RECOVERY (1990)
 BL0628
 BL0628'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BL0628'MARK NOT FOUND.
 BL0628
 BL0628                          STATION RECOVERY (1997)
 BL0628
 BL0628'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0604 ***********************************************************************
 BL0604  DESIGNATION -  C 883
 BL0604  PID         -  BL0604
 BL0604  STATE/COUNTY-  TX/POLK
 BL0604  USGS QUAD   -  CORRIGAN (1984)
 BL0604
 BL0604                         *CURRENT SURVEY CONTROL
 BL0604  ___________________________________________________________________
 BL0604* NAD 83(1986)-  30 59 42.     (N)    094 51 21.     (W)     SCALED    
 BL0604* NAVD 88     -        78.38   (+/-2cm)     257.2    (feet)  VERTCON   
 BL0604  ___________________________________________________________________
 BL0604  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0604
 BL0604  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0604
 BL0604.The horizontal coordinates were scaled from a topographic map and have
 BL0604.an estimated accuracy of +/- 6 seconds.
 BL0604
 BL0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0604.The vertical order pertains to the NGVD 29 superseded value.
 BL0604
 BL0604.The geoid height was determined by GEOID03.
 BL0604
 BL0604;                    North         East    Units  Estimated Accuracy
 BL0604;SPC TX C     - 3,160,130.    1,222,880.      MT  (+/- 180 meters Scaled)
 BL0604
 BL0604                          SUPERSEDED SURVEY CONTROL
 BL0604
 BL0604  NGVD 29 (??/??/92)   78.395  (m)          257.20   (f) ADJ UNCH    2 0
 BL0604
 BL0604.Superseded values are not recommended for survey control.
 BL0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0604.See file dsdata.txt to determine how the superseded data were derived.
 BL0604
 BL0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ228305(NAD 83)
 BL0604_MARKER: DB = BENCH MARK DISK
 BL0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0604_STAMPING: C 883 1947
 BL0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0604+STABILITY: SURFACE MOTION
 BL0604
 BL0604  HISTORY     - Date     Condition        Report By
 BL0604  HISTORY     - 1947     MONUMENTED       CGS
 BL0604  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0604  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0604  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0604
 BL0604                          STATION DESCRIPTION
 BL0604
 BL0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0604'1.7 MI W FROM CORRIGAN.
 BL0604'1.7 MILES WEST ALONG U. S. HIGHWAY 287 FROM THE TEXAS AND NEW ORLEANS
 BL0604'RAILWAY STATION AT CORRIGAN, APPROXIMATELY 125 YARDS WEST OF A POINT
 BL0604'WHERE A TRANSMISSION LINE CROSSES THE HIGHWAY, 201.0 FEET SOUTHWEST OF
 BL0604'THE WEST END OF THE SOUTH HEADWALL OF A 2 FOOT BY 3 FOOT CONCRETE BOX
 BL0604'CULVERT, 48.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6.5 FEET
 BL0604'WEST OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES, 1.5 FEET
 BL0604'NORTH OF A FENCE, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF
 BL0604'A CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL0604
 BL0604                          STATION RECOVERY (1977)
 BL0604
 BL0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0604'MARK NOT FOUND.
 BL0604
 BL0604                          STATION RECOVERY (1990)
 BL0604
 BL0604'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 BL0604'MARK NOT FOUND.
 BL0604
 BL0604                          STATION RECOVERY (1997)
 BL0604
 BL0604'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0608 ***********************************************************************
 BL0608  DESIGNATION -  C 884
 BL0608  PID         -  BL0608
 BL0608  STATE/COUNTY-  TX/POLK
 BL0608  USGS QUAD   -  CARMONA (1984)
 BL0608
 BL0608                         *CURRENT SURVEY CONTROL
 BL0608  ___________________________________________________________________
 BL0608* NAD 83(1986)-  30 59 42.     (N)    094 55 15.     (W)     SCALED    
 BL0608* NAVD 88     -        74.17   (+/-2cm)     243.3    (feet)  VERTCON   
 BL0608  ___________________________________________________________________
 BL0608  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL0608
 BL0608  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0608
 BL0608.The horizontal coordinates were scaled from a topographic map and have
 BL0608.an estimated accuracy of +/- 6 seconds.
 BL0608
 BL0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0608.The vertical order pertains to the NGVD 29 superseded value.
 BL0608
 BL0608.The geoid height was determined by GEOID03.
 BL0608
 BL0608;                    North         East    Units  Estimated Accuracy
 BL0608;SPC TX C     - 3,159,820.    1,216,680.      MT  (+/- 180 meters Scaled)
 BL0608
 BL0608                          SUPERSEDED SURVEY CONTROL
 BL0608
 BL0608  NGVD 29 (??/??/92)   74.186  (m)          243.39   (f) ADJ UNCH    2 0
 BL0608
 BL0608.Superseded values are not recommended for survey control.
 BL0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0608.See file dsdata.txt to determine how the superseded data were derived.
 BL0608
 BL0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ166306(NAD 83)
 BL0608_MARKER: DB = BENCH MARK DISK
 BL0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0608_SP_SET: CULVERT
 BL0608_STAMPING: C 884 1947
 BL0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0608
 BL0608  HISTORY     - Date     Condition        Report By
 BL0608  HISTORY     - 1947     MONUMENTED       CGS
 BL0608  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0608
 BL0608                          STATION DESCRIPTION
 BL0608
 BL0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0608'2.6 MI NE FROM CARMONA.
 BL0608'0.7 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0608'CARMONA, THENCE 1.9 MILES EAST ALONG U. S. HIGHWAY 287, 25.0 FEET
 BL0608'SOUTH OF AND 5.0 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, SET
 BL0608'IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 9 FOOT TWIN
 BL0608'CHANNEL CONCRETE CULVERT.  NOTE-- THIS BENCH MARK IS 1.0 MILE WEST OF
 BL0608'BENCH MARK F 883.
 BL0608
 BL0608                          STATION RECOVERY (1977)
 BL0608
 BL0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0902 ***********************************************************************
 BL0902  DESIGNATION -  C 885
 BL0902  PID         -  BL0902
 BL0902  STATE/COUNTY-  TX/TRINITY
 BL0902  USGS QUAD   -  CHITA (1972)
 BL0902
 BL0902                         *CURRENT SURVEY CONTROL
 BL0902  ___________________________________________________________________
 BL0902* NAD 83(1986)-  30 56 48.     (N)    095 11 53.     (W)     SCALED    
 BL0902* NAVD 88     -        78.19   (+/-2cm)     256.5    (feet)  VERTCON   
 BL0902  ___________________________________________________________________
 BL0902  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL0902
 BL0902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0902
 BL0902.The horizontal coordinates were scaled from a topographic map and have
 BL0902.an estimated accuracy of +/- 6 seconds.
 BL0902
 BL0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0902.The vertical order pertains to the NGVD 29 superseded value.
 BL0902
 BL0902.The geoid height was determined by GEOID03.
 BL0902
 BL0902;                    North         East    Units  Estimated Accuracy
 BL0902;SPC TX C     - 3,153,220.    1,190,480.      MT  (+/- 180 meters Scaled)
 BL0902
 BL0902                          SUPERSEDED SURVEY CONTROL
 BL0902
 BL0902  NGVD 29 (??/??/92)   78.202  (m)          256.57   (f) ADJ UNCH    2 0
 BL0902
 BL0902.Superseded values are not recommended for survey control.
 BL0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0902.See file dsdata.txt to determine how the superseded data were derived.
 BL0902
 BL0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ900257(NAD 83)
 BL0902_MARKER: DB = BENCH MARK DISK
 BL0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0902_STAMPING: C 885 1947
 BL0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0902+STABILITY: SURFACE MOTION
 BL0902
 BL0902  HISTORY     - Date     Condition        Report By
 BL0902  HISTORY     - 1947     MONUMENTED       CGS
 BL0902  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0902
 BL0902                          STATION DESCRIPTION
 BL0902
 BL0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0902'1.1 MI NE FROM CHITA.
 BL0902'1.1 MILES NORTHEAST ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE CHITA
 BL0902'BAPTIST CHURCH AT CHITA, AT A T ROAD JUNCTION, 93.0 FEET SOUTHWEST OF
 BL0902'THE EXTENDED CENTER LINE OF A ROAD LEADING NORTHWEST, 32.0 FEET
 BL0902'SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 BL0902'NORTHEAST-SOUTHWEST ROAD, 23.3 FEET SOUTHWEST OF A 22 INCH PINE TREE,
 BL0902'3.2 FEET NORTHEAST OF A REFERENCE POST, 0.6 FOOT NORTHWEST OF A FENCE,
 BL0902'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE
 BL0902'GROUND.
 BL0902
 BL0902                          STATION RECOVERY (1996)
 BL0902
 BL0902'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0788 ***********************************************************************
 AN0788  DESIGNATION -  C 886
 AN0788  PID         -  AN0788
 AN0788  STATE/COUNTY-  TX/VICTORIA
 AN0788  USGS QUAD   -  INEZ NW (1995)
 AN0788
 AN0788                         *CURRENT SURVEY CONTROL
 AN0788  ___________________________________________________________________
 AN0788* NAD 83(1986)-  28 55 22.     (N)    096 55 59.     (W)     SCALED    
 AN0788* NAVD 88     -        34.68   (+/-2cm)     113.8    (feet)  VERTCON   
 AN0788  ___________________________________________________________________
 AN0788  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0788
 AN0788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0788
 AN0788.The horizontal coordinates were scaled from a topographic map and have
 AN0788.an estimated accuracy of +/- 6 seconds.
 AN0788
 AN0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0788.The vertical order pertains to the NGVD 29 superseded value.
 AN0788
 AN0788.The geoid height was determined by GEOID03.
 AN0788
 AN0788;                    North         East    Units  Estimated Accuracy
 AN0788;SPC TXSC     - 4,122,520.      801,520.      MT  (+/- 180 meters Scaled)
 AN0788
 AN0788                          SUPERSEDED SURVEY CONTROL
 AN0788
 AN0788  NGVD 29 (??/??/92)   34.733  (m)          113.95   (f) ADJ UNCH    2 0
 AN0788
 AN0788.Superseded values are not recommended for survey control.
 AN0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0788.See file dsdata.txt to determine how the superseded data were derived.
 AN0788
 AN0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT014011(NAD 83)
 AN0788_MARKER: DB = BENCH MARK DISK
 AN0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0788_STAMPING: C 886 1943
 AN0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0788+STABILITY: SURFACE MOTION
 AN0788
 AN0788  HISTORY     - Date     Condition        Report By
 AN0788  HISTORY     - 1943     MONUMENTED       CGS
 AN0788
 AN0788                          STATION DESCRIPTION
 AN0788
 AN0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0788'10.05 MI NE FROM VICTORIA.
 AN0788'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 295 AND U. S.
 AN0788'HIGHWAY NO. 59 AT VICTORIA-- PROCEED 2.75 MILES NORTHERLY ALONG STATE
 AN0788'HIGHWAY NO. 295 TO A DIRT SIDE ROAD INTERSECTION LEADING NORTHEAST,
 AN0788'THENCE 7.3 MILES NORTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AN0788'ABOUT 0.45 MILE NORTH OF A CURVE TO THE SOUTHWEST, AND 28.4 FEET WEST
 AN0788'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS
 AN0788'ABOUT 0.35 MILE SOUTH OF A CURVE TO THE NORTHEAST.  1.0 FOOT EAST OF
 AN0788'THE RIGHT-OF-WAY FENCE, AND 2.5 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AN0788'POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1669 ***********************************************************************
 AX1669  DESIGNATION -  C 887
 AX1669  PID         -  AX1669
 AX1669  STATE/COUNTY-  TX/DE WITT
 AX1669  USGS QUAD   -  BLACKWELL LAKE (1987)
 AX1669
 AX1669                         *CURRENT SURVEY CONTROL
 AX1669  ___________________________________________________________________
 AX1669* NAD 83(1986)-  29 00 03.     (N)    097 26 02.     (W)     SCALED    
 AX1669* NAVD 88     -        85.08   (+/-2cm)     279.1    (feet)  VERTCON   
 AX1669  ___________________________________________________________________
 AX1669  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX1669
 AX1669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1669
 AX1669.The horizontal coordinates were scaled from a topographic map and have
 AX1669.an estimated accuracy of +/- 6 seconds.
 AX1669
 AX1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1669.The vertical order pertains to the NGVD 29 superseded value.
 AX1669
 AX1669.The geoid height was determined by GEOID03.
 AX1669
 AX1669;                    North         East    Units  Estimated Accuracy
 AX1669;SPC TXSC     - 4,130,410.      752,580.      MT  (+/- 180 meters Scaled)
 AX1669
 AX1669                          SUPERSEDED SURVEY CONTROL
 AX1669
 AX1669  NGVD 29 (??/??/92)   85.088  (m)          279.16   (f) ADJ UNCH    2 0
 AX1669
 AX1669.Superseded values are not recommended for survey control.
 AX1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1669.See file dsdata.txt to determine how the superseded data were derived.
 AX1669
 AX1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT525090(NAD 83)
 AX1669_MARKER: DB = BENCH MARK DISK
 AX1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1669_STAMPING: C 887 1943
 AX1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1669+STABILITY: SURFACE MOTION
 AX1669
 AX1669  HISTORY     - Date     Condition        Report By
 AX1669  HISTORY     - 1943     MONUMENTED       CGS
 AX1669  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1669
 AX1669                          STATION DESCRIPTION
 AX1669
 AX1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1669'6.4 MI E FROM YORKTOWN.
 AX1669'TO REACH FROM THE POST OFFICE AT YORKTOWN-- PROCEED 4.4 MILES
 AX1669'NORTHEASTERLY ALONG STATE HIGHWAY NO. 72 TO A DIRT SIDE ROAD
 AX1669'INTERSECTION LEADING EASTERLY TO ARNECKEVILLE, THENCE 2.0 MILES
 AX1669'EASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE WEST OF
 AX1669'THE CALLAHAN SCHOOL, AND 40.0 FEET SOUTHEAST OF THE CENTER OF THE
 AX1669'INTERSECTION.  IT IS 22.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION
 AX1669'AS THE CENTERLINE OF ROAD, 4.0 FEET SOUTH OF A FENCE CORNER, 1.2 FEET
 AX1669'EAST OF A FENCE, AND 3.7 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER
 AX1669'POST.  MONUMENT PROJECTS 0.5 FOOT.
 AX1669
 AX1669                          STATION RECOVERY (2001)
 AX1669
 AX1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1669'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1103 ***********************************************************************
 AN1103  DESIGNATION -  C 889
 AN1103  PID         -  AN1103
 AN1103  STATE/COUNTY-  TX/GOLIAD
 AN1103  USGS QUAD   -  ANDER (1987)
 AN1103
 AN1103                         *CURRENT SURVEY CONTROL
 AN1103  ___________________________________________________________________
 AN1103* NAD 83(1986)-  28 50 15.     (N)    097 18 39.     (W)     SCALED    
 AN1103* NAVD 88     -        48.13   (+/-2cm)     157.9    (feet)  VERTCON   
 AN1103  ___________________________________________________________________
 AN1103  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1103
 AN1103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1103
 AN1103.The horizontal coordinates were scaled from a topographic map and have
 AN1103.an estimated accuracy of +/- 6 seconds.
 AN1103
 AN1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1103.The vertical order pertains to the NGVD 29 superseded value.
 AN1103
 AN1103.The geoid height was determined by GEOID03.
 AN1103
 AN1103;                    North         East    Units  Estimated Accuracy
 AN1103;SPC TXSC     - 4,112,480.      764,830.      MT  (+/- 180 meters Scaled)
 AN1103
 AN1103                          SUPERSEDED SURVEY CONTROL
 AN1103
 AN1103  NGVD 29 (??/??/92)   48.174  (m)          158.05   (f) ADJ UNCH    2 0
 AN1103
 AN1103.Superseded values are not recommended for survey control.
 AN1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1103.See file dsdata.txt to determine how the superseded data were derived.
 AN1103
 AN1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS647911(NAD 83)
 AN1103_MARKER: DB = BENCH MARK DISK
 AN1103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1103_SP_SET: ABUTMENT
 AN1103_STAMPING: C 889 1943
 AN1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1103
 AN1103  HISTORY     - Date     Condition        Report By
 AN1103  HISTORY     - 1943     MONUMENTED       CGS
 AN1103
 AN1103                          STATION DESCRIPTION
 AN1103
 AN1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1103'3.6 MI SE FROM ANDER.
 AN1103'TO REACH FROM THE LUTHERAN CHURCH AT ANDER-- PROCEED 3.6 MILES
 AN1103'SOUTHEASTERLY ALONG THE ANDER-SCHROEDER ROAD TO SITE OF BENCH MARK.
 AN1103'BENCH MARK IS ABOUT 0.25 MILE WEST OF A RIGHT ANGLE CURVE TO THE
 AN1103'SOUTH, AND 10.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AN1103'CENTERLINE OF ROAD.  IT IS SET HORIZONTALLY IN THE NORTH END OF THE
 AN1103'WEST CONCRETE ABUTMENT OF A WOODEN BRIDGE OVER MILBY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1105 ***********************************************************************
 AN1105  DESIGNATION -  C 889 RESET 1952
 AN1105  PID         -  AN1105
 AN1105  STATE/COUNTY-  TX/GOLIAD
 AN1105  USGS QUAD   -  ANDER (1987)
 AN1105
 AN1105                         *CURRENT SURVEY CONTROL
 AN1105  ___________________________________________________________________
 AN1105* NAD 83(1986)-  28 50 16.     (N)    097 18 39.     (W)     SCALED    
 AN1105* NAVD 88     -        48.57   (+/-2cm)     159.4    (feet)  VERTCON   
 AN1105  ___________________________________________________________________
 AN1105  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1105
 AN1105  VERT ORDER  -  THIRD (See Below)
 AN1105
 AN1105.The horizontal coordinates were scaled from a topographic map and have
 AN1105.an estimated accuracy of +/- 6 seconds.
 AN1105
 AN1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1105.The vertical order pertains to the NGVD 29 superseded value.
 AN1105
 AN1105.The geoid height was determined by GEOID03.
 AN1105
 AN1105;                    North         East    Units  Estimated Accuracy
 AN1105;SPC TXSC     - 4,112,510.      764,830.      MT  (+/- 180 meters Scaled)
 AN1105
 AN1105                          SUPERSEDED SURVEY CONTROL
 AN1105
 AN1105  NGVD 29 (01/29/03)   48.61   (m)          159.5    (f) RESET       3  
 AN1105
 AN1105.Superseded values are not recommended for survey control.
 AN1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1105.See file dsdata.txt to determine how the superseded data were derived.
 AN1105
 AN1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS647911(NAD 83)
 AN1105_MARKER: DB = BENCH MARK DISK
 AN1105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1105_SP_SET: BRIDGE
 AN1105_STAMPING: C 889 RESET 1952
 AN1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1105
 AN1105  HISTORY     - Date     Condition        Report By
 AN1105  HISTORY     - 1952     MONUMENTED       TXHD
 AN1105  HISTORY     - 1990     GOOD             USPSQD
 AN1105
 AN1105                          STATION DESCRIPTION
 AN1105
 AN1105'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 AN1105'5.0 MI E FROM WESER.
 AN1105'C 889 RESET 5.0 MILES EAST ALONG FARM-TO-MARKET HIGHWAY 1961 FROM THE
 AN1105'JUNCTION OF U.S. HIGHWAY 183 AT WESER, GOLIAD COUNTY, AT A CONCRETE
 AN1105'BRIDGE, IN THE TOP OF THE NORTH CURB, 1 FOOT EAST OF THE WEST END,
 AN1105'10.7 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 1.5 FEET HIGHER
 AN1105'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 889 RESET 1952.
 AN1105
 AN1105                          STATION RECOVERY (1990)
 AN1105
 AN1105'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3180 ***********************************************************************
 AW3180  DESIGNATION -  C 89
 AW3180  PID         -  AW3180
 AW3180  STATE/COUNTY-  TX/HARRIS
 AW3180  USGS QUAD   -  ALDINE (1995)
 AW3180
 AW3180                         *CURRENT SURVEY CONTROL
 AW3180  ___________________________________________________________________
 AW3180* NAD 83(1986)-  29 57 43.     (N)    095 23 18.     (W)     SCALED    
 AW3180* NAVD 88     -        27.26   (+/-2cm)      89.4    (feet)  VERTCON   
 AW3180  ___________________________________________________________________
 AW3180  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW3180
 AW3180  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3180
 AW3180.The horizontal coordinates were scaled from a topographic map and have
 AW3180.an estimated accuracy of +/- 6 seconds.
 AW3180
 AW3180.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3180.The vertical order pertains to the NGVD 29 superseded value.
 AW3180
 AW3180.The geoid height was determined by GEOID03.
 AW3180
 AW3180;                    North         East    Units  Estimated Accuracy
 AW3180;SPC TXSC     - 4,241,290.      948,530.      MT  (+/- 180 meters Scaled)
 AW3180
 AW3180                          SUPERSEDED SURVEY CONTROL
 AW3180
 AW3180  NGVD 29 (??/??/92)   27.257  (m)           89.43   (f) ADJ UNCH    1 2
 AW3180
 AW3180.Superseded values are not recommended for survey control.
 AW3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3180.See file dsdata.txt to determine how the superseded data were derived.
 AW3180
 AW3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP695169(NAD 83)
 AW3180_MARKER: DB = BENCH MARK DISK
 AW3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3180_STAMPING: C 89 1932 90.968
 AW3180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3180+STABILITY: SURFACE MOTION
 AW3180
 AW3180  HISTORY     - Date     Condition        Report By
 AW3180  HISTORY     - 1932     MONUMENTED       CGS
 AW3180  HISTORY     - 1959     GOOD             NGS
 AW3180  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3180
 AW3180                          STATION DESCRIPTION
 AW3180
 AW3180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3180'8.3 MI S FROM SPRING.
 AW3180'ABOUT 8.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW3180'STATION AT SPRING, 1 POLE SOUTH OF MILEPOST 136, 46 FEET EAST OF THE
 AW3180'EAST RAIL, 31 FEET WEST OF THE CENTER LINE OF HARDY STREET ROAD, 15
 AW3180'FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, 0.7 FOOT
 AW3180'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 4 FEET
 AW3180'BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 AW3180'PROJECTING 5 INCHES.
 AW3180
 AW3180                          STATION RECOVERY (1973)
 AW3180
 AW3180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1040 ***********************************************************************
 AN1040  DESIGNATION -  C 890
 AN1040  PID         -  AN1040
 AN1040  STATE/COUNTY-  TX/GOLIAD
 AN1040  USGS QUAD   -  ANDER (1987)
 AN1040
 AN1040                         *CURRENT SURVEY CONTROL
 AN1040  ___________________________________________________________________
 AN1040* NAD 83(1986)-  28 51 27.     (N)    097 22 17.     (W)     SCALED    
 AN1040* NAVD 88     -        57.55   (+/-2cm)     188.8    (feet)  VERTCON   
 AN1040  ___________________________________________________________________
 AN1040  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1040
 AN1040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1040
 AN1040.The horizontal coordinates were scaled from a topographic map and have
 AN1040.an estimated accuracy of +/- 6 seconds.
 AN1040
 AN1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1040.The vertical order pertains to the NGVD 29 superseded value.
 AN1040
 AN1040.The geoid height was determined by GEOID03.
 AN1040
 AN1040;                    North         East    Units  Estimated Accuracy
 AN1040;SPC TXSC     - 4,114,610.      758,890.      MT  (+/- 180 meters Scaled)
 AN1040
 AN1040                          SUPERSEDED SURVEY CONTROL
 AN1040
 AN1040  NGVD 29 (??/??/92)   57.579  (m)          188.91   (f) ADJ UNCH    2 0
 AN1040
 AN1040.Superseded values are not recommended for survey control.
 AN1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1040.See file dsdata.txt to determine how the superseded data were derived.
 AN1040
 AN1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS588932(NAD 83)
 AN1040_MARKER: DB = BENCH MARK DISK
 AN1040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1040_SP_SET: ABUTMENT
 AN1040_STAMPING: C 890 1943
 AN1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1040
 AN1040  HISTORY     - Date     Condition        Report By
 AN1040  HISTORY     - 1943     MONUMENTED       CGS
 AN1040  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1040
 AN1040                          STATION DESCRIPTION
 AN1040
 AN1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1040'13.3 MI N FROM GOLIAD.
 AN1040'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO.59 AND STATE
 AN1040'HIGHWAY NO.29 AT GOLIAD-- PROCEED 13.3 MILES NORTHERLY ALONG STATE
 AN1040'HIGHWAY NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE
 AN1040'SOUTH OF WESER, AND 15.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS
 AN1040'THE CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE EAST END OF
 AN1040'THE SOUTH ABUTMENT OF A CONCRETE BRIDGE OVER COLETO CREEK.
 AN1040
 AN1040                          STATION RECOVERY (1990)
 AN1040
 AN1040'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1041 ***********************************************************************
 AN1041  DESIGNATION -  C 890 RESET 1957
 AN1041  PID         -  AN1041
 AN1041  STATE/COUNTY-  TX/GOLIAD
 AN1041  USGS QUAD   -  ANDER (1987)
 AN1041
 AN1041                         *CURRENT SURVEY CONTROL
 AN1041  ___________________________________________________________________
 AN1041* NAD 83(1986)-  28 51 28.     (N)    097 22 16.     (W)     SCALED    
 AN1041* NAVD 88     -        57.76   (+/-2cm)     189.5    (feet)  VERTCON   
 AN1041  ___________________________________________________________________
 AN1041  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1041
 AN1041  VERT ORDER  -  THIRD (See Below)
 AN1041
 AN1041.The horizontal coordinates were scaled from a topographic map and have
 AN1041.an estimated accuracy of +/- 6 seconds.
 AN1041
 AN1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1041.The vertical order pertains to the NGVD 29 superseded value.
 AN1041
 AN1041.The geoid height was determined by GEOID03.
 AN1041
 AN1041;                    North         East    Units  Estimated Accuracy
 AN1041;SPC TXSC     - 4,114,640.      758,910.      MT  (+/- 180 meters Scaled)
 AN1041
 AN1041                          SUPERSEDED SURVEY CONTROL
 AN1041
 AN1041  NGVD 29 (01/29/03)   57.79   (m)          189.6    (f) RESET       3  
 AN1041
 AN1041.Superseded values are not recommended for survey control.
 AN1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1041.See file dsdata.txt to determine how the superseded data were derived.
 AN1041
 AN1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS588933(NAD 83)
 AN1041_MARKER: DB = BENCH MARK DISK
 AN1041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1041_SP_SET: CURB
 AN1041_STAMPING: C 890 RESET 1957
 AN1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1041+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 AN1041
 AN1041  HISTORY     - Date     Condition        Report By
 AN1041  HISTORY     - 1957     MONUMENTED       TXHD
 AN1041  HISTORY     - 1990     GOOD             USPSQD
 AN1041  HISTORY     - 20030602 GOOD             INDIV
 AN1041
 AN1041                          STATION DESCRIPTION
 AN1041
 AN1041'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AN1041'13.3 MI N FROM GOLIAD.
 AN1041'13.3 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION OF U.S.
 AN1041'HIGHWAY 59 AT GOLIAD, 0.7 MILE SOUTHWEST OF THE INTERSECTION OF
 AN1041'FARM-TO-MARKET ROAD 1961 AT WESER, AT A CONCRETE BRIDGE OVER WEST FORK
 AN1041'COLETO CREEK, IN THE NORTH END OF THE WEST CURB, 15.9 FEET WEST OF AND
 AN1041'0.57 FEET ABOVE THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 AN1041'STAMPED C 890 RESET 1957.
 AN1041
 AN1041                          STATION RECOVERY (1990)
 AN1041
 AN1041'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1041'RECOVERED IN GOOD CONDITION.
 AN1041
 AN1041                          STATION RECOVERY (2003)
 AN1041
 AN1041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (EFB)
 AN1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0160 ***********************************************************************
 BY0160  DESIGNATION -  C 892
 BY0160  PID         -  BY0160
 BY0160  STATE/COUNTY-  TX/NACOGDOCHES
 BY0160  USGS QUAD   -  MARTINSVILLE (1984)
 BY0160
 BY0160                         *CURRENT SURVEY CONTROL
 BY0160  ___________________________________________________________________
 BY0160* NAD 83(1986)-  31 43 54.     (N)    094 29 12.     (W)     SCALED    
 BY0160* NAVD 88     -       136.16   (+/-2cm)     446.7    (feet)  VERTCON   
 BY0160  ___________________________________________________________________
 BY0160  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BY0160
 BY0160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0160
 BY0160.The horizontal coordinates were scaled from a topographic map and have
 BY0160.an estimated accuracy of +/- 6 seconds.
 BY0160
 BY0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0160.The vertical order pertains to the NGVD 29 superseded value.
 BY0160
 BY0160.The geoid height was determined by GEOID03.
 BY0160
 BY0160;                    North         East    Units  Estimated Accuracy
 BY0160;SPC TX C     - 3,243,480.    1,253,800.      MT  (+/- 180 meters Scaled)
 BY0160
 BY0160                          SUPERSEDED SURVEY CONTROL
 BY0160
 BY0160  NGVD 29 (??/??/92)  136.170  (m)          446.75   (f) ADJ UNCH    2 0
 BY0160
 BY0160.Superseded values are not recommended for survey control.
 BY0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0160.See file dsdata.txt to determine how the superseded data were derived.
 BY0160
 BY0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR591116(NAD 83)
 BY0160_MARKER: DB = BENCH MARK DISK
 BY0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0160_STAMPING: C 892 1948
 BY0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0160+STABILITY: SURFACE MOTION
 BY0160
 BY0160  HISTORY     - Date     Condition        Report By
 BY0160  HISTORY     - 1948     MONUMENTED       CGS
 BY0160  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0160
 BY0160                          STATION DESCRIPTION
 BY0160
 BY0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0160'8.70 MI NE FROM APPLEBY.
 BY0160'5.75 MILES EAST ALONG THE APPLEBY-PISGAH CHURCH ROAD FROM THE CROSSING
 BY0160'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, THENCE
 BY0160'2.95 MILES NORTHEAST ALONG A GRADED DIRT ROAD, AT THE TOP OF A GRADE,
 BY0160'69.0 FEET NORTHEAST OF THE JUNCTION WITH AN OLD ROADBED LEADING WEST,
 BY0160'50.0 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 24.0 FEET
 BY0160'EAST OF THE CENTER LINE OF A WOODS ROAD LEADING NORTH, 15.0 FEET EAST
 BY0160'OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 2.0 FEET WEST OF
 BY0160'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BY0160'FOOT ABOVE THE GROUND.
 BY0160
 BY0160                          STATION RECOVERY (1998)
 BY0160
 BY0160'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1037 ***********************************************************************
 BY1037  DESIGNATION -  C 893
 BY1037  PID         -  BY1037
 BY1037  STATE/COUNTY-  TX/NACOGDOCHES
 BY1037  USGS QUAD   -  PLATT (1980)
 BY1037
 BY1037                         *CURRENT SURVEY CONTROL
 BY1037  ___________________________________________________________________
 BY1037* NAD 83(1986)-  31 28 58.     (N)    094 34 58.     (W)     SCALED    
 BY1037* NAVD 88     -        70.09   (+/-2cm)     230.0    (feet)  VERTCON   
 BY1037  ___________________________________________________________________
 BY1037  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1037
 BY1037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1037
 BY1037.The horizontal coordinates were scaled from a topographic map and have
 BY1037.an estimated accuracy of +/- 6 seconds.
 BY1037
 BY1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1037.The vertical order pertains to the NGVD 29 superseded value.
 BY1037
 BY1037.The geoid height was determined by GEOID03.
 BY1037
 BY1037;                    North         East    Units  Estimated Accuracy
 BY1037;SPC TX C     - 3,215,450.    1,246,130.      MT  (+/- 180 meters Scaled)
 BY1037
 BY1037                          SUPERSEDED SURVEY CONTROL
 BY1037
 BY1037  NGVD 29 (??/??/92)   70.162  (m)          230.19   (f) ADJ UNCH    2 0
 BY1037
 BY1037.Superseded values are not recommended for survey control.
 BY1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1037.See file dsdata.txt to determine how the superseded data were derived.
 BY1037
 BY1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ496841(NAD 83)
 BY1037_MARKER: DB = BENCH MARK DISK
 BY1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1037_STAMPING: C 893 1948
 BY1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1037+STABILITY: SURFACE MOTION
 BY1037
 BY1037  HISTORY     - Date     Condition        Report By
 BY1037  HISTORY     - 1948     MONUMENTED       CGS
 BY1037  HISTORY     - 19980919 GOOD             USPSQD
 BY1037
 BY1037                          STATION DESCRIPTION
 BY1037
 BY1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1037'2.55 MI SE FROM LACYVILLE.
 BY1037'0.25 MILE EAST ALONG A GRADED DIRT ROAD FROM THE CROSSING OF A DIRT
 BY1037'ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT LACYVILLE, THENCE 0.55
 BY1037'MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.75 MILES SOUTHEAST ALONG
 BY1037'THE EAST FORK OF THE ROAD, 0.8 MILE NORTHWEST OF A ROAD JUNCTION, 0.05
 BY1037'MILE NORTH OF A FARMHOUSE OWNED BY A. J. TUBBE AND OCCUPIED BY W. F.
 BY1037'TUBBE, 51.0 FEET SOUTH OF THE CENTER LINE OF EAST-WEST ROAD, 19.0 FEET
 BY1037'WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH TO A FARMHOUSE, 30.0
 BY1037'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE, 8.0
 BY1037'FEET NORTHWEST OF AN 8-INCH OAK TREE, 5.7 FEET SOUTHEAST OF A 10-INCH
 BY1037'PINE TREE, 2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY1037'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. NOTE-- THIS BENCH
 BY1037'MARK IS 1.0 MILE NORTHWEST OF BENCH MARK D 893.
 BY1037
 BY1037                          STATION RECOVERY (1998)
 BY1037
 BY1037'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0178 ***********************************************************************
 BY0178  DESIGNATION -  C 894
 BY0178  PID         -  BY0178
 BY0178  STATE/COUNTY-  TX/NACOGDOCHES
 BY0178  USGS QUAD   -  MELROSE (1984)
 BY0178
 BY0178                         *CURRENT SURVEY CONTROL
 BY0178  ___________________________________________________________________
 BY0178* NAD 83(1986)-  31 35 56.     (N)    094 22 48.     (W)     SCALED    
 BY0178* NAVD 88     -        93.01   (+/-2cm)     305.2    (feet)  VERTCON   
 BY0178  ___________________________________________________________________
 BY0178  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BY0178
 BY0178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0178
 BY0178.The horizontal coordinates were scaled from a topographic map and have
 BY0178.an estimated accuracy of +/- 6 seconds.
 BY0178
 BY0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0178.The vertical order pertains to the NGVD 29 superseded value.
 BY0178
 BY0178.The geoid height was determined by GEOID03.
 BY0178
 BY0178;                    North         East    Units  Estimated Accuracy
 BY0178;SPC TX C     - 3,229,320.    1,264,680.      MT  (+/- 180 meters Scaled)
 BY0178
 BY0178                          SUPERSEDED SURVEY CONTROL
 BY0178
 BY0178  NGVD 29 (??/??/92)   93.046  (m)          305.27   (f) ADJ UNCH    2 0
 BY0178
 BY0178.Superseded values are not recommended for survey control.
 BY0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0178.See file dsdata.txt to determine how the superseded data were derived.
 BY0178
 BY0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ690968(NAD 83)
 BY0178_MARKER: DB = BENCH MARK DISK
 BY0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0178_STAMPING: C 894 1948
 BY0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0178+STABILITY: SURFACE MOTION
 BY0178
 BY0178  HISTORY     - Date     Condition        Report By
 BY0178  HISTORY     - 1948     MONUMENTED       CGS
 BY0178
 BY0178                          STATION DESCRIPTION
 BY0178
 BY0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0178'4.25 MI SE FROM MARTINSVILLE.
 BY0178'4.25 MILES SOUTHEAST ALONG THE MARTINSVILLE-ATTOYAC ROAD FROM THE POST
 BY0178'OFFICE AT MARTINSVILLE, AT THE W. T. GREEN FARM HOME AND FILLING
 BY0178'STATION, 75.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 BY0178'53.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18.0 FEET EAST OF A
 BY0178'14-INCH OAK TREE, 17.7 FEET WEST OF A 10-INCH OAK TREE, 16.0 FEET
 BY0178'SOUTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE STATION, 7.0
 BY0178'FEET NORTH OF A FENCE, 1.6 FEET EAST OF A REFERENCE POST, AND SET IN
 BY0178'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0189 ***********************************************************************
 BY0189  DESIGNATION -  C 895
 BY0189  PID         -  BY0189
 BY0189  STATE/COUNTY-  TX/NACOGDOCHES
 BY0189  USGS QUAD   -  MARTINSVILLE (1984)
 BY0189
 BY0189                         *CURRENT SURVEY CONTROL
 BY0189  ___________________________________________________________________
 BY0189* NAD 83(1986)-  31 37 47.     (N)    094 27 16.     (W)     SCALED    
 BY0189* NAVD 88     -       117.14   (+/-2cm)     384.3    (feet)  VERTCON   
 BY0189  ___________________________________________________________________
 BY0189  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BY0189
 BY0189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0189
 BY0189.The horizontal coordinates were scaled from a topographic map and have
 BY0189.an estimated accuracy of +/- 6 seconds.
 BY0189
 BY0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0189.The vertical order pertains to the NGVD 29 superseded value.
 BY0189
 BY0189.The geoid height was determined by GEOID03.
 BY0189
 BY0189;                    North         East    Units  Estimated Accuracy
 BY0189;SPC TX C     - 3,232,350.    1,257,440.      MT  (+/- 180 meters Scaled)
 BY0189
 BY0189                          SUPERSEDED SURVEY CONTROL
 BY0189
 BY0189  NGVD 29 (??/??/92)  117.167  (m)          384.41   (f) ADJ UNCH    2 0
 BY0189
 BY0189.Superseded values are not recommended for survey control.
 BY0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0189.See file dsdata.txt to determine how the superseded data were derived.
 BY0189
 BY0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR620003(NAD 83)
 BY0189_MARKER: DB = BENCH MARK DISK
 BY0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0189_STAMPING: C 895 1949
 BY0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0189+STABILITY: SURFACE MOTION
 BY0189
 BY0189  HISTORY     - Date     Condition        Report By
 BY0189  HISTORY     - 1949     MONUMENTED       CGS
 BY0189  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0189
 BY0189                          STATION DESCRIPTION
 BY0189
 BY0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0189'2.7 MI W FROM MARTINSVILLE.
 BY0189'2.7 MILES WEST ALONG STATE HIGHWAY 7 FROM THE J. L. BURK ROCK STORE
 BY0189'BUILDING AT MARTINSVILLE, 0.95 MILE EAST OF BENCH MARK B 895, 0.4 MILE
 BY0189'WEST OF CURVE IN HIGHWAY, 150.0 FEET SOUTH OF THE CENTER LINE OF THE
 BY0189'HIGHWAY, 110.0 FEET SOUTHEAST ALONG A FENCE LINE FROM A WATER WELL,
 BY0189'26.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOME, 10.6 FEET
 BY0189'WEST OF A HOLLY TREE WHICH IS IN THE FARMYARD, 2.2 FEET NORTH OF A
 BY0189'REFERENCE POST, 1.0 FOOT EAST OF A FENCE CORNER, AND SET IN THE TOP OF
 BY0189'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0189
 BY0189                          STATION RECOVERY (1998)
 BY0189
 BY0189'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3025 ***********************************************************************
 AW3025  DESIGNATION -  C 896
 AW3025  PID         -  AW3025
 AW3025  STATE/COUNTY-  TX/HARRIS
 AW3025  USGS QUAD   -  MORGANS POINT (1993)
 AW3025
 AW3025                         *CURRENT SURVEY CONTROL
 AW3025  ___________________________________________________________________
 AW3025* NAD 83(1986)-  29 42 02.     (N)    094 59 52.     (W)     SCALED    
 AW3025* NAVD 88     -         0.61   (+/-2cm)       2.0    (feet)  VERTCON   
 AW3025  ___________________________________________________________________
 AW3025  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3025
 AW3025  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3025
 AW3025.The horizontal coordinates were scaled from a topographic map and have
 AW3025.an estimated accuracy of +/- 6 seconds.
 AW3025
 AW3025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3025.The vertical order pertains to the NGVD 29 superseded value.
 AW3025
 AW3025.The geoid height was determined by GEOID03.
 AW3025
 AW3025;                    North         East    Units  Estimated Accuracy
 AW3025;SPC TXSC     - 4,213,570.      987,190.      MT  (+/- 180 meters Scaled)
 AW3025
 AW3025                          SUPERSEDED SURVEY CONTROL
 AW3025
 AW3025  NGVD 29 (??/??/92)    0.610  (m)            2.00   (f) ADJ UNCH    1 2
 AW3025
 AW3025.Superseded values are not recommended for survey control.
 AW3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3025.See file dsdata.txt to determine how the superseded data were derived.
 AW3025
 AW3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN067872(NAD 83)
 AW3025_MARKER: DB = BENCH MARK DISK
 AW3025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3025_SP_SET: CONCRETE BASE
 AW3025_STAMPING: C 896 1943
 AW3025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3025
 AW3025  HISTORY     - Date     Condition        Report By
 AW3025  HISTORY     - 1943     MONUMENTED       CGS
 AW3025  HISTORY     - 1956     MARK NOT FOUND   USGS
 AW3025  HISTORY     - 19971114 MARK NOT FOUND   USPSQD
 AW3025
 AW3025                          STATION DESCRIPTION
 AW3025
 AW3025'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW3025'1.6 MI NW FROM MORGANS POINT.
 AW3025'BENCH MARK IS ABOUT 1.6 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL
 AW3025'FROM THE FERRY AT MORGANS POINT, AND ABOUT 230.0 FEET NORTHEAST OF THE
 AW3025'NORTHEAST BANK OF CHANNEL.  IT IS ON HOG ISLAND, ABOUT 30.0 FEET
 AW3025'SOUTHWEST OF THE SOUTHWEST BANK OF TABBS BAY, AND SET HORIZONTALLY IN
 AW3025'THE SOUTHWEST CORNER OF THE CONCRETE BASE OF LIGHT BEACON F.
 AW3025
 AW3025                          STATION RECOVERY (1956)
 AW3025
 AW3025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AW3025'MARK NOT FOUND.
 AW3025
 AW3025                          STATION RECOVERY (1997)
 AW3025
 AW3025'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1517 ***********************************************************************
 BY1517  DESIGNATION -  C 897
 BY1517  PID         -  BY1517
 BY1517  STATE/COUNTY-  TX/HOUSTON
 BY1517  USGS QUAD   -  BEREA (1951)
 BY1517
 BY1517                         *CURRENT SURVEY CONTROL
 BY1517  ___________________________________________________________________
 BY1517* NAD 83(1986)-  31 15 12.     (N)    095 15 56.     (W)     SCALED    
 BY1517* NAVD 88     -       100.78   (+/-2cm)     330.6    (feet)  VERTCON   
 BY1517  ___________________________________________________________________
 BY1517  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY1517
 BY1517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1517
 BY1517.The horizontal coordinates were scaled from a topographic map and have
 BY1517.an estimated accuracy of +/- 6 seconds.
 BY1517
 BY1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1517.The vertical order pertains to the NGVD 29 superseded value.
 BY1517
 BY1517.The geoid height was determined by GEOID03.
 BY1517
 BY1517;                    North         East    Units  Estimated Accuracy
 BY1517;SPC TX C     - 3,186,880.    1,182,490.      MT  (+/- 180 meters Scaled)
 BY1517
 BY1517                          SUPERSEDED SURVEY CONTROL
 BY1517
 BY1517  NGVD 29 (??/??/92)  100.793  (m)          330.69   (f) ADJ UNCH    2 0
 BY1517
 BY1517.Superseded values are not recommended for survey control.
 BY1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1517.See file dsdata.txt to determine how the superseded data were derived.
 BY1517
 BY1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ842598(NAD 83)
 BY1517_MARKER: DB = BENCH MARK DISK
 BY1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1517_STAMPING: C 897 1948
 BY1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1517+STABILITY: SURFACE MOTION
 BY1517
 BY1517  HISTORY     - Date     Condition        Report By
 BY1517  HISTORY     - 1948     MONUMENTED       CGS
 BY1517
 BY1517                          STATION DESCRIPTION
 BY1517
 BY1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1517'10.2 MI NE FROM PENNINGTON.
 BY1517'6.2 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 287 FROM THE PENNINGTON
 BY1517'BAPTIST CHURCH AT PENNINGTON, THENCE 4.0 MILES NORTHEAST ALONG AN OLD
 BY1517'ROAD FROM THE SHADY GROVE CHURCH, AT THE EAST END OF A 0.1 MILE LONG
 BY1517'SECTION OF THE TRAIL THAT FOLLOWS EAST-WEST ALONG THE ARBOR GROVE
 BY1517'ROAD, 1.2 MILES SOUTHWEST OF BENCH MARK S 2 (USGS), 0.1 MILE EAST OF
 BY1517'BENCH MARK 322.1 (USGS), 29.0 FEET NORTH OF THE EXTENDED CENTER LINE
 BY1517'OF A SHARP TURN IN THE ARBOR GROVE ROAD, 42.9 FEET NORTH OF A FENCE
 BY1517'CORNER, 13.5 FEET EAST OF THE CENTER LINE OF THE OLD ROAD, IN THE
 BY1517'CENTER OF A TRIANGLE FORMED BY THREE BLAZED 10-INCH PINE TREES WHICH
 BY1517'ARE EACH 10.0 FEET FROM THE MARK, 1.8 FEET SOUTH OF A REFERENCE POST,
 BY1517'SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2211 ***********************************************************************
 BY2211  DESIGNATION -  C 898
 BY2211  PID         -  BY2211
 BY2211  STATE/COUNTY-  TX/FREESTONE
 BY2211  USGS QUAD   -  KEECHI (1964)
 BY2211
 BY2211                         *CURRENT SURVEY CONTROL
 BY2211  ___________________________________________________________________
 BY2211* NAD 83(1986)-  31 37 23.     (N)    095 57 22.     (W)     SCALED    
 BY2211* NAVD 88     -       113.875  (meters)     373.60   (feet)  ADJUSTED  
 BY2211  ___________________________________________________________________
 BY2211  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BY2211  DYNAMIC HT  -         113.736 (meters)     373.15  (feet)  COMP
 BY2211  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 BY2211
 BY2211  VERT ORDER  -  SECOND    CLASS 0
 BY2211
 BY2211.The horizontal coordinates were scaled from a topographic map and have
 BY2211.an estimated accuracy of +/- 6 seconds.
 BY2211
 BY2211.The orthometric height was determined by differential leveling
 BY2211.and adjusted by the National Geodetic Survey in June 1991..
 BY2211
 BY2211.The geoid height was determined by GEOID03.
 BY2211
 BY2211.The dynamic height is computed by dividing the NAVD 88
 BY2211.geopotential number by the normal gravity value computed on the
 BY2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2211.degrees latitude (g = 980.6199 gals.).
 BY2211
 BY2211.The modeled gravity was interpolated from observed gravity values.
 BY2211
 BY2211;                    North         East    Units  Estimated Accuracy
 BY2211;SPC TX C     - 3,225,050.    1,115,170.      MT  (+/- 180 meters Scaled)
 BY2211
 BY2211                          SUPERSEDED SURVEY CONTROL
 BY2211
 BY2211  NGVD 29 (??/??/92)  113.858  (m)          373.55   (f) ADJ UNCH    2 0
 BY2211
 BY2211.Superseded values are not recommended for survey control.
 BY2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2211.See file dsdata.txt to determine how the superseded data were derived.
 BY2211
 BY2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR195024(NAD 83)
 BY2211_MARKER: DB = BENCH MARK DISK
 BY2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2211_STAMPING: C 898 1948
 BY2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2211+STABILITY: SURFACE MOTION
 BY2211
 BY2211  HISTORY     - Date     Condition        Report By
 BY2211  HISTORY     - 1948     MONUMENTED       CGS
 BY2211
 BY2211                          STATION DESCRIPTION
 BY2211
 BY2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY2211'6.25 MI S FROM BUTLER.
 BY2211'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE JENKINS GROCERY
 BY2211'STORE AT BUTLER TO THE CROSS ROAD GROCERY STORE, THENCE 3.95 MILES
 BY2211'SOUTH ALONG A GRADED DIRT ROAD, AT A T ROAD JUNCTION, 180.0 FEET WEST
 BY2211'OF A SMALL FARMHOUSE, 79.3 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BY2211'NORTHWEST AND SOUTHEAST ROAD, 35.8 FEET NORTHWEST OF THE CENTER LINE
 BY2211'OF THE T ROAD, 14.1 FEET NORTHWEST OF A FENCE CORNER, 6.0 FEET
 BY2211'SOUTHEAST OF A 14 INCH ELM TREE, 1.6 FEET NORTHWEST OF A WITNESS POST,
 BY2211'1.5 FEET NORTHEAST OF A BARBED WIRE FENCE, SET IN THE TOP OF A
 BY2211'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0440 ***********************************************************************
 BZ0440  DESIGNATION -  C 899
 BZ0440  PID         -  BZ0440
 BZ0440  STATE/COUNTY-  TX/FREESTONE
 BZ0440  USGS QUAD   -  DONIE (1982)
 BZ0440
 BZ0440                         *CURRENT SURVEY CONTROL
 BZ0440  ___________________________________________________________________
 BZ0440* NAD 83(1986)-  31 28 49.     (N)    096 14 58.     (W)     SCALED    
 BZ0440* NAVD 88     -       138.780  (meters)     455.31   (feet)  ADJUSTED  
 BZ0440  ___________________________________________________________________
 BZ0440  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BZ0440  DYNAMIC HT  -         138.611 (meters)     454.76  (feet)  COMP
 BZ0440  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 BZ0440
 BZ0440  VERT ORDER  -  SECOND    CLASS 0
 BZ0440
 BZ0440.The horizontal coordinates were scaled from a topographic map and have
 BZ0440.an estimated accuracy of +/- 6 seconds.
 BZ0440
 BZ0440.The orthometric height was determined by differential leveling
 BZ0440.and adjusted by the National Geodetic Survey in June 1991..
 BZ0440
 BZ0440.The geoid height was determined by GEOID03.
 BZ0440
 BZ0440.The dynamic height is computed by dividing the NAVD 88
 BZ0440.geopotential number by the normal gravity value computed on the
 BZ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0440.degrees latitude (g = 980.6199 gals.).
 BZ0440
 BZ0440.The modeled gravity was interpolated from observed gravity values.
 BZ0440
 BZ0440;                    North         East    Units  Estimated Accuracy
 BZ0440;SPC TX C     - 3,208,170.    1,087,940.      MT  (+/- 180 meters Scaled)
 BZ0440
 BZ0440                          SUPERSEDED SURVEY CONTROL
 BZ0440
 BZ0440  NGVD 29 (??/??/92)  138.777  (m)          455.30   (f) ADJ UNCH    2 0
 BZ0440
 BZ0440.Superseded values are not recommended for survey control.
 BZ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0440.See file dsdata.txt to determine how the superseded data were derived.
 BZ0440
 BZ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV613861(NAD 83)
 BZ0440_MARKER: DB = BENCH MARK DISK
 BZ0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0440_STAMPING: C 899 1948
 BZ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0440+STABILITY: SURFACE MOTION
 BZ0440
 BZ0440  HISTORY     - Date     Condition        Report By
 BZ0440  HISTORY     - 1948     MONUMENTED       CGS
 BZ0440
 BZ0440                          STATION DESCRIPTION
 BZ0440
 BZ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0440'2.45 MI NE FROM FARRAR.
 BZ0440'2.45 MILES NORTHEAST ALONG THE FARRAR-DONIE DIRT ROAD FROM THE POST
 BZ0440'OFFICE AT FARRAR, 121.0 FEET NORTHEAST OF THE EXTENDED CENTER OF A
 BZ0440'DIRT T-ROAD LEADING NORTHWEST, 121.8 FEET NORTHWEST OF A WELL, 34.0
 BZ0440'FEET SOUTHEAST AND ABOUT 2.0 FEET ABOVE THE CENTER OF THE ROAD, 18.6
 BZ0440'FEET SOUTHWEST OF THE CENTER OF AN OLD FARM DRIVEWAY, 8.4 FEET
 BZ0440'NORTHEAST OF A 12 INCH OAK TREE, 1.7 FEET SOUTHWEST OF A WITNESS POST,
 BZ0440'1.0 FOOT SOUTHEAST OF A BARB WIRE FENCE AND SET IN THE TOP OF A
 BZ0440'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0588 ***********************************************************************
 CS0588  DESIGNATION -  C 9 USGS
 CS0588  PID         -  CS0588
 CS0588  STATE/COUNTY-  TX/HENDERSON
 CS0588  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0588
 CS0588                         *CURRENT SURVEY CONTROL
 CS0588  ___________________________________________________________________
 CS0588* NAD 83(1993)-  32 07 06.68956(N)    096 00 03.81202(W)     ADJUSTED  
 CS0588* NAVD 88     -       109.794  (meters)     360.22   (feet)  ADJUSTED  
 CS0588  ___________________________________________________________________
 CS0588  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CS0588  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0588  DYNAMIC HT  -         109.666 (meters)     359.80  (feet)  COMP
 CS0588  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 CS0588
 CS0588  HORZ ORDER  -  SECOND
 CS0588  VERT ORDER  -  SECOND    CLASS 0
 CS0588
 CS0588.The horizontal coordinates were established by classical geodetic methods
 CS0588.and adjusted by the National Geodetic Survey in February 1996..
 CS0588
 CS0588.The orthometric height was determined by differential leveling
 CS0588.and adjusted by the National Geodetic Survey in June 1991..
 CS0588
 CS0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0588
 CS0588.The geoid height was determined by GEOID03.
 CS0588
 CS0588.The dynamic height is computed by dividing the NAVD 88
 CS0588.geopotential number by the normal gravity value computed on the
 CS0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0588.degrees latitude (g = 980.6199 gals.).
 CS0588
 CS0588.The modeled gravity was interpolated from observed gravity values.
 CS0588
 CS0588;                    North         East     Units Scale Factor Converg.
 CS0588;SPC TXNC     - 2,052,912.906   835,807.265   MT  1.00000413   +1 21 46.5
 CS0588;SPC TXNC     - 6,735,265.09  2,742,144.34   sFT  1.00000413   +1 21 46.5
 CS0588;SPC TX C     - 3,279,781.568 1,108,768.680   MT  1.00007165   +2 13 53.0
 CS0588;SPC TX C     -10,760,416.69  3,637,685.24   sFT  1.00007165   +2 13 53.0
 CS0588;UTM  14      - 3,557,512.756   782,957.591   MT  1.00058751   +1 35 43.9
 CS0588;UTM  15      - 3,557,518.326   216,842.511   MT  1.00058890   -1 35 47.9
 CS0588
 CS0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0588!SPC TXNC     -   0.99998677  x   1.00000413  =   0.99999090
 CS0588!SPC TX C     -   0.99998677  x   1.00007165  =   1.00005842
 CS0588!UTM  14      -   0.99998677  x   1.00058751  =   1.00057427
 CS0588!UTM  15      -   0.99998677  x   1.00058890  =   1.00057566
 CS0588
 CS0588                          SUPERSEDED SURVEY CONTROL
 CS0588
 CS0588  NAD 83(1986)-  32 07 06.69728(N)    096 00 03.79520(W) AD(       ) 2
 CS0588  NAD 27      -  32 07 06.14300(N)    096 00 02.91300(W) AD(       ) 2
 CS0588  NGVD 29 (??/??/92)  109.797  (m)          360.23   (f) ADJ UNCH    2 0
 CS0588
 CS0588.Superseded values are not recommended for survey control.
 CS0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0588.See file dsdata.txt to determine how the superseded data were derived.
 CS0588
 CS0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA8295857513(NAD 83)
 CS0588_MARKER: DD = SURVEY DISK
 CS0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0588_STAMPING: C 9 360 1946
 CS0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0588+STABILITY: SURFACE MOTION
 CS0588
 CS0588  HISTORY     - Date     Condition        Report By
 CS0588  HISTORY     - 1947     MONUMENTED       CGS
 CS0588  HISTORY     - 1947     GOOD             NGS
 CS0588
 CS0588                          STATION DESCRIPTION
 CS0588
 CS0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0588'SEE STATION TICK
 CS0588
 CS0588                          STATION RECOVERY (1947)
 CS0588
 CS0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS0588'3.7 MI S FROM MALAKOFF.
 CS0588'3.7 MILES SOUTH ALONG FARM HIGHWAY 90 FROM THE POST OFFICE AT
 CS0588'MALAKOFF, 95 FEET WEST OF TRIANGULATION STATION TICK, 55 FEET
 CS0588'NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 33 FEET WEST
 CS0588'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF A FENCE CORNER, 7
 CS0588'FEET NORTH OF THE NORTH END OF A WOODEN GATE, 2 FEET EAST OF A FENCE,
 CS0588'2 FEET SOUTH OF A 4X4 MARKER POST.  A BRONZE GEOLOGICAL SURVEY DISK
 CS0588'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1800 ***********************************************************************
 BK1800  DESIGNATION -  C 90
 BK1800  PID         -  BK1800
 BK1800  STATE/COUNTY-  TX/JASPER
 BK1800  USGS QUAD   -  BUNA (1984)
 BK1800
 BK1800                         *CURRENT SURVEY CONTROL
 BK1800  ___________________________________________________________________
 BK1800* NAD 83(1986)-  30 24 11.     (N)    093 56 41.     (W)     SCALED    
 BK1800* NAVD 88     -        23.999  (meters)      78.74   (feet)  ADJUSTED  
 BK1800  ___________________________________________________________________
 BK1800  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BK1800  DYNAMIC HT  -          23.968 (meters)      78.64  (feet)  COMP
 BK1800  MODELED GRAV-     979,334.6   (mgal)                       NAVD 88
 BK1800
 BK1800  VERT ORDER  -  FIRST     CLASS II
 BK1800
 BK1800.The horizontal coordinates were scaled from a topographic map and have
 BK1800.an estimated accuracy of +/- 6 seconds.
 BK1800
 BK1800.The orthometric height was determined by differential leveling
 BK1800.and adjusted by the National Geodetic Survey in June 1991..
 BK1800
 BK1800.The geoid height was determined by GEOID03.
 BK1800
 BK1800.The dynamic height is computed by dividing the NAVD 88
 BK1800.geopotential number by the normal gravity value computed on the
 BK1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1800.degrees latitude (g = 980.6199 gals.).
 BK1800
 BK1800.The modeled gravity was interpolated from observed gravity values.
 BK1800
 BK1800;                    North         East    Units  Estimated Accuracy
 BK1800;SPC TX C     - 3,099,260.    1,313,530.      MT  (+/- 180 meters Scaled)
 BK1800
 BK1800                          SUPERSEDED SURVEY CONTROL
 BK1800
 BK1800  NGVD 29 (??/??/??)   23.971  (m)           78.64   (f) ADJUSTED    1 2
 BK1800
 BK1800.Superseded values are not recommended for survey control.
 BK1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1800.See file dsdata.txt to determine how the superseded data were derived.
 BK1800
 BK1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP092638(NAD 83)
 BK1800_MARKER: DB = BENCH MARK DISK
 BK1800_SETTING: 0 = UNSPECIFIED SETTING
 BK1800_STAMPING: 79.160 C 90 1932
 BK1800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1800
 BK1800  HISTORY     - Date     Condition        Report By
 BK1800  HISTORY     - 1932     MONUMENTED       CGS
 BK1800  HISTORY     - 1934     GOOD             CGS
 BK1800  HISTORY     - 1979     GOOD             NGS
 BK1800  HISTORY     - 20020727 GOOD             USPSQD
 BK1800
 BK1800                          STATION DESCRIPTION
 BK1800
 BK1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1800'2.0 MI S FROM BUNA.
 BK1800'2 MILES SOUTH OF THE STATION AT BUNA ON THE ORANGE AND NORTHWESTERN
 BK1800'R.R., 35 FEET WEST OF THE TRACK, 45 FEET EAST OF HIGHWAY NO. 62, 60
 BK1800'FEET NORTH OF PRIVATE ROAD AND GRADE CROSSING, 11 POLES NORTH OF MILE
 BK1800'POLE NO. B 492.
 BK1800
 BK1800                          STATION RECOVERY (1934)
 BK1800
 BK1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1800'RECOVERED IN GOOD CONDITION.
 BK1800
 BK1800                          STATION RECOVERY (1979)
 BK1800
 BK1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1800'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 BK1800'HIGHWAY 96 IN BUNA, AT THE JUNCTION OF A DIRT ROAD LEADING EAST, 50.0
 BK1800'FT. NORTH OF THE CENTERLINE OF THE DIRT ROAD, 64.0 FT. EAST OF THE
 BK1800'CENTERLINE OF THE HIGHWAY, 24.0 FT. WEST OF THE WEST RAIL OF THE
 BK1800'MISSOURI PACIFIC RAILROAD.
 BK1800'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BK1800'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1800
 BK1800                          STATION RECOVERY (2002)
 BK1800
 BK1800'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0724 ***********************************************************************
 BZ0724  DESIGNATION -  C 900
 BZ0724  PID         -  BZ0724
 BZ0724  STATE/COUNTY-  TX/MCLENNAN
 BZ0724  USGS QUAD   -  WACO WEST (1975)
 BZ0724
 BZ0724                         *CURRENT SURVEY CONTROL
 BZ0724  ___________________________________________________________________
 BZ0724* NAD 83(1986)-  31 34 38.     (N)    097 10 12.     (W)     SCALED    
 BZ0724* NAVD 88     -       157.470  (meters)     516.63   (feet)  ADJUSTED  
 BZ0724  ___________________________________________________________________
 BZ0724  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ0724  DYNAMIC HT  -         157.272 (meters)     515.98  (feet)  COMP
 BZ0724  MODELED GRAV-     979,379.7   (mgal)                       NAVD 88
 BZ0724
 BZ0724  VERT ORDER  -  FIRST     CLASS II
 BZ0724
 BZ0724.The horizontal coordinates were scaled from a topographic map and have
 BZ0724.an estimated accuracy of +/- 6 seconds.
 BZ0724
 BZ0724.The orthometric height was determined by differential leveling
 BZ0724.and adjusted by the National Geodetic Survey in June 1991..
 BZ0724
 BZ0724.The geoid height was determined by GEOID03.
 BZ0724
 BZ0724.The dynamic height is computed by dividing the NAVD 88
 BZ0724.geopotential number by the normal gravity value computed on the
 BZ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0724.degrees latitude (g = 980.6199 gals.).
 BZ0724
 BZ0724.The modeled gravity was interpolated from observed gravity values.
 BZ0724
 BZ0724;                    North         East    Units  Estimated Accuracy
 BZ0724;SPC TX C     - 3,216,070.    1,000,220.      MT  (+/- 180 meters Scaled)
 BZ0724
 BZ0724                          SUPERSEDED SURVEY CONTROL
 BZ0724
 BZ0724  NGVD 29 (??/??/92)  157.408  (m)          516.43   (f) ADJ UNCH    1 2
 BZ0724
 BZ0724.Superseded values are not recommended for survey control.
 BZ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0724.See file dsdata.txt to determine how the superseded data were derived.
 BZ0724
 BZ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV736950(NAD 83)
 BZ0724_MARKER: DB = BENCH MARK DISK
 BZ0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0724_STAMPING: C 900 1944
 BZ0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0724+STABILITY: SURFACE MOTION
 BZ0724
 BZ0724  HISTORY     - Date     Condition        Report By
 BZ0724  HISTORY     - 1944     MONUMENTED       CGS
 BZ0724  HISTORY     - 1953     GOOD             NGS
 BZ0724  HISTORY     - 19910527 MARK NOT FOUND   USPSQD
 BZ0724  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0724
 BZ0724                          STATION DESCRIPTION
 BZ0724
 BZ0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BZ0724'3.2 MI N FROM WACO.
 BZ0724'3.2 MILES NORTHWEST ALONG THE AIRPORT ROAD FROM THE COURTHOUSE AT
 BZ0724'WACO, MCLENNAN COUNTY, AT THE ENTRANCE GATE TO THE WACO STATE HOME,
 BZ0724'38.3 FEET EAST OF THE CENTERLINE OF THE ROAD, 11.5 FEET NORTHWEST OF
 BZ0724'THE NORTH GATEPOST, 1.4 FEET WEST OF A FENCE LINE, 1.4 FEET NORTH OF A
 BZ0724'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 BZ0724'PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE MARK IS ALONG THE FARM
 BZ0724'TO MARKET ROAD NO. 1637 TO MUNICIPAL AIRPORT.
 BZ0724
 BZ0724                          STATION RECOVERY (1991)
 BZ0724
 BZ0724'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0724'MARK NOT FOUND.
 BZ0724
 BZ0724                          STATION RECOVERY (1995)
 BZ0724
 BZ0724'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3982 ***********************************************************************
 AW3982  DESIGNATION -  C 901
 AW3982  PID         -  AW3982
 AW3982  STATE/COUNTY-  TX/GALVESTON
 AW3982  USGS QUAD   -  HITCHCOCK (1974)
 AW3982
 AW3982                         *CURRENT SURVEY CONTROL
 AW3982  ___________________________________________________________________
 AW3982* NAD 83(1986)-  29 20 51.     (N)    095 02 46.     (W)     SCALED    
 AW3982* NAVD 88     -         5.42   (+/-2cm)      17.8    (feet)  VERTCON   
 AW3982  ___________________________________________________________________
 AW3982  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW3982
 AW3982  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3982
 AW3982.The horizontal coordinates were scaled from a topographic map and have
 AW3982.an estimated accuracy of +/- 6 seconds.
 AW3982
 AW3982.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3982.The vertical order pertains to the NGVD 29 superseded value.
 AW3982
 AW3982.The geoid height was determined by GEOID03.
 AW3982
 AW3982;                    North         East    Units  Estimated Accuracy
 AW3982;SPC TXSC     - 4,174,300.      983,840.      MT  (+/- 180 meters Scaled)
 AW3982
 AW3982                          SUPERSEDED SURVEY CONTROL
 AW3982
 AW3982  NGVD 29 (??/??/92)    5.419  (m)           17.78   (f) ADJ UNCH    1 2
 AW3982
 AW3982.Superseded values are not recommended for survey control.
 AW3982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3982.See file dsdata.txt to determine how the superseded data were derived.
 AW3982
 AW3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN013482(NAD 83)
 AW3982_MARKER: DB = BENCH MARK DISK
 AW3982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3982_STAMPING: C 901 1944
 AW3982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3982+STABILITY: SURFACE MOTION
 AW3982
 AW3982  HISTORY     - Date     Condition        Report By
 AW3982  HISTORY     - 1944     MONUMENTED       CGS
 AW3982  HISTORY     - 1959     GOOD             NGS
 AW3982  HISTORY     - 1964     GOOD             NGS
 AW3982  HISTORY     - 19900804 MARK NOT FOUND   USPSQD
 AW3982  HISTORY     - 19940326 GOOD             USPSQD
 AW3982  HISTORY     - 20030719 MARK NOT FOUND   USPSQD
 AW3982  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AW3982
 AW3982                          STATION DESCRIPTION
 AW3982
 AW3982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3982'2.2 MI SW FROM HITCHCOCK.
 AW3982'1.6 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AW3982'FROM THE STATION AT HITCHCOCK, THENCE ABOUT 0.6 MILE SOUTH ALONG A
 AW3982'PAVED ROAD, AT THE NORTH ENTRANCE TO THE ABANDONED HITCHCOCK NAVAL AIR
 AW3982'STATION, 95 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK GUARD
 AW3982'HOUSE, 45 FEET WEST OF THE CENTER LINE OF THE ROAD, 104 FEET EAST OF A
 AW3982'T FENCE, 23 FEET WEST OF AN 8-INCH PIPE GATE POST, 1 FOOT NORTH OF A
 AW3982'FENCE, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW3982
 AW3982                          STATION RECOVERY (1964)
 AW3982
 AW3982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3982'RECOVERED IN GOOD CONDITION.
 AW3982
 AW3982                          STATION RECOVERY (1990)
 AW3982
 AW3982'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW3982'MARK NOT FOUND.
 AW3982
 AW3982                          STATION RECOVERY (1994)
 AW3982
 AW3982'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3982'RECOVERED IN GOOD CONDITION.
 AW3982
 AW3982                          STATION RECOVERY (2003)
 AW3982
 AW3982'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW3982'MARK NOT FOUND.
 AW3982
 AW3982                          STATION RECOVERY (2005)
 AW3982
 AW3982'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0163 ***********************************************************************
 DN0163  DESIGNATION -  C 902
 DN0163  PID         -  DN0163
 DN0163  STATE/COUNTY-  TX/HUNT
 DN0163  USGS QUAD   -  GREENVILLE SE (1962)
 DN0163
 DN0163                         *CURRENT SURVEY CONTROL
 DN0163  ___________________________________________________________________
 DN0163* NAD 83(1986)-  33 04 25.     (N)    096 04 11.     (W)     SCALED    
 DN0163* NAVD 88     -       160.947  (meters)     528.04   (feet)  ADJUSTED  
 DN0163  ___________________________________________________________________
 DN0163  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN0163  DYNAMIC HT  -         160.771 (meters)     527.46  (feet)  COMP
 DN0163  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 DN0163
 DN0163  VERT ORDER  -  FIRST     CLASS II
 DN0163
 DN0163.This mark is at Majors (GVT) Airport (GVT)
 DN0163
 DN0163.The horizontal coordinates were scaled from a topographic map and have
 DN0163.an estimated accuracy of +/- 6 seconds.
 DN0163
 DN0163.The orthometric height was determined by differential leveling
 DN0163.and adjusted by the National Geodetic Survey in June 1991..
 DN0163.WARNING-Repeat measurements at this control monument indicate possible
 DN0163.vertical movement.
 DN0163
 DN0163.The geoid height was determined by GEOID03.
 DN0163
 DN0163.The dynamic height is computed by dividing the NAVD 88
 DN0163.geopotential number by the normal gravity value computed on the
 DN0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0163.degrees latitude (g = 980.6199 gals.).
 DN0163
 DN0163.The modeled gravity was interpolated from observed gravity values.
 DN0163
 DN0163;                    North         East    Units  Estimated Accuracy
 DN0163;SPC TXNC     - 2,158,640.      826,880.      MT  (+/- 180 meters Scaled)
 DN0163
 DN0163                          SUPERSEDED SURVEY CONTROL
 DN0163
 DN0163  NGVD 29 (??/??/92)  160.936  (m)          528.00   (f) ADJ UNCH    1 2
 DN0163
 DN0163.Superseded values are not recommended for survey control.
 DN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0163.See file dsdata.txt to determine how the superseded data were derived.
 DN0163
 DN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB735632(NAD 83)
 DN0163_MARKER: DB = BENCH MARK DISK
 DN0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0163_SP_SET: CONCRETE BLOCK
 DN0163_STAMPING: C 902 1945
 DN0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0163
 DN0163  HISTORY     - Date     Condition        Report By
 DN0163  HISTORY     - 1945     MONUMENTED       CGS
 DN0163  HISTORY     - 1959     GOOD             NGS
 DN0163  HISTORY     - 1981     GOOD             CGS
 DN0163
 DN0163                          STATION DESCRIPTION
 DN0163
 DN0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0163'5.9 MI SE FROM GREENVILLE.
 DN0163'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0163'FROM THE STATION AT GREENVILLE, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG
 DN0163'U.S. HIGHWAY 69 TO A CEMETERY, THENCE ABOUT 3.15 MILES SOUTH-SOUTHEAST
 DN0163'ALONG A PAVED ROAD TO THE WEST ENTRANCE TO THE TEMCO AIRCRAFT
 DN0163'CORPORATION, THENCE ABOUT 0.2 MILE EAST ALONG A PAVED ROAD TO A GUARD
 DN0163'GATE, THENCE ABOUT 0.15 MILE NORTHEAST TO PRODUCTION HANGAR 100, AT
 DN0163'THE SOUTH ENTRANCE TO THE HANGAR, IN THE TOP OF A CONCRETE BLOCK AT
 DN0163'THE WEST END OF A DOOR WELL, ABOUT 0.35 MILE NORTH OF THE CONTROL
 DN0163'TOWER, 20 FEET WEST OF THE SOUTHEAST CORNER OF THE HANGAR, AND ABOUT 7
 DN0163'INCHES ABOVE THE LEVEL OF THE CONCRETE RAMP.
 DN0163
 DN0163                          STATION RECOVERY (1981)
 DN0163
 DN0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 DN0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0355 ***********************************************************************
 DO0355  DESIGNATION -  C 903
 DO0355  PID         -  DO0355
 DO0355  STATE/COUNTY-  TX/WICHITA
 DO0355  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0355
 DO0355                         *CURRENT SURVEY CONTROL
 DO0355  ___________________________________________________________________
 DO0355* NAD 83(1986)-  33 58 37.     (N)    098 32 20.     (W)     SCALED    
 DO0355* NAVD 88     -       319.073  (meters)    1046.83   (feet)  ADJUSTED  
 DO0355  ___________________________________________________________________
 DO0355  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DO0355  DYNAMIC HT  -         318.725 (meters)    1045.68  (feet)  COMP
 DO0355  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 DO0355
 DO0355  VERT ORDER  -  SECOND    CLASS 0
 DO0355
 DO0355.The horizontal coordinates were scaled from a topographic map and have
 DO0355.an estimated accuracy of +/- 6 seconds.
 DO0355
 DO0355.The orthometric height was determined by differential leveling
 DO0355.and adjusted by the National Geodetic Survey in June 1991..
 DO0355
 DO0355.The geoid height was determined by GEOID03.
 DO0355
 DO0355.The dynamic height is computed by dividing the NAVD 88
 DO0355.geopotential number by the normal gravity value computed on the
 DO0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0355.degrees latitude (g = 980.6199 gals.).
 DO0355
 DO0355.The modeled gravity was interpolated from observed gravity values.
 DO0355
 DO0355;                    North         East    Units  Estimated Accuracy
 DO0355;SPC TXNC     - 2,256,200.      596,410.      MT  (+/- 180 meters Scaled)
 DO0355
 DO0355                          SUPERSEDED SURVEY CONTROL
 DO0355
 DO0355  NGVD 29 (??/??/92)  318.968  (m)         1046.48   (f) ADJ UNCH    2 0
 DO0355
 DO0355.Superseded values are not recommended for survey control.
 DO0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0355.See file dsdata.txt to determine how the superseded data were derived.
 DO0355
 DO0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC425596(NAD 83)
 DO0355_MARKER: DB = BENCH MARK DISK
 DO0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0355_STAMPING: C 903 1945
 DO0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0355+STABILITY: SURFACE MOTION
 DO0355
 DO0355  HISTORY     - Date     Condition        Report By
 DO0355  HISTORY     - 1945     MONUMENTED       CGS
 DO0355  HISTORY     - 1957     GOOD             NGS
 DO0355  HISTORY     - 1984     GOOD             NGS
 DO0355  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0355
 DO0355                          STATION DESCRIPTION
 DO0355
 DO0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DO0355'5.9 MI NW FROM WICHITA FALLS.
 DO0355'ABOUT 5.9 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 DO0355'RAILROAD FROM THE POST OFFICE AT WICHITA FALLS, AT A PRIVATE ROAD
 DO0355'CROSSING, 20.3 FEET NORTHWEST OF THE EIGHTEENTH POLE NORTHWEST OF MILE
 DO0355'POST 5, 49.6 FEET NORTHEAST OF THE CENTER LINE OF THE TRACKS, 20.0
 DO0355'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 13.5 FEET SOUTH OF A STEEL
 DO0355'GATE, 2.0 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE AND 1.0 FOOT
 DO0355'SOUTHEAST OF A 4 X 4 MARKER POST. AN IRON DISK STAMPED C 903 1945 SET
 DO0355'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 DO0355
 DO0355                          STATION RECOVERY (1957)
 DO0355
 DO0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0355'RECOVERED IN GOOD CONDITION.
 DO0355
 DO0355                          STATION RECOVERY (1984)
 DO0355
 DO0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0355'RECOVERED IN GOOD CONDITION.
 DO0355
 DO0355                          STATION RECOVERY (2001)
 DO0355
 DO0355'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0452 ***********************************************************************
 CC0452  DESIGNATION -  C 904
 CC0452  PID         -  CC0452
 CC0452  STATE/COUNTY-  TX/REEVES
 CC0452  USGS QUAD   -  PECOS WEST (1981)
 CC0452
 CC0452                         *CURRENT SURVEY CONTROL
 CC0452  ___________________________________________________________________
 CC0452* NAD 83(1986)-  31 24 11.     (N)    103 31 14.     (W)     SCALED    
 CC0452* NAVD 88     -       794.347  (meters)    2606.12   (feet)  ADJUSTED  
 CC0452  ___________________________________________________________________
 CC0452  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CC0452  DYNAMIC HT  -         793.188 (meters)    2602.32  (feet)  COMP
 CC0452  MODELED GRAV-     979,155.6   (mgal)                       NAVD 88
 CC0452
 CC0452  VERT ORDER  -  FIRST     CLASS II
 CC0452
 CC0452.The horizontal coordinates were scaled from a topographic map and have
 CC0452.an estimated accuracy of +/- 6 seconds.
 CC0452
 CC0452.The orthometric height was determined by differential leveling
 CC0452.and adjusted by the National Geodetic Survey in June 1991..
 CC0452
 CC0452.The geoid height was determined by GEOID03.
 CC0452
 CC0452.The dynamic height is computed by dividing the NAVD 88
 CC0452.geopotential number by the normal gravity value computed on the
 CC0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0452.degrees latitude (g = 980.6199 gals.).
 CC0452
 CC0452.The modeled gravity was interpolated from observed gravity values.
 CC0452
 CC0452;                    North         East    Units  Estimated Accuracy
 CC0452;SPC TX C     - 3,196,830.      396,960.      MT  (+/- 180 meters Scaled)
 CC0452
 CC0452                          SUPERSEDED SURVEY CONTROL
 CC0452
 CC0452  NGVD 29 (??/??/92)  794.239  (m)         2605.77   (f) ADJ UNCH    1 2
 CC0452
 CC0452.Superseded values are not recommended for survey control.
 CC0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0452.See file dsdata.txt to determine how the superseded data were derived.
 CC0452
 CC0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ406752(NAD 83)
 CC0452_MARKER: DB = BENCH MARK DISK
 CC0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0452_SP_SET: CULVERT
 CC0452_STAMPING: C 904 1945
 CC0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0452
 CC0452  HISTORY     - Date     Condition        Report By
 CC0452  HISTORY     - 1945     MONUMENTED       CGS
 CC0452  HISTORY     - 1956     GOOD             NGS
 CC0452  HISTORY     - 1966     GOOD             NGS
 CC0452  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0452
 CC0452                          STATION DESCRIPTION
 CC0452
 CC0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0452'2.5 MI SW FROM PECOS.
 CC0452'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0452'THENCE 0.9 MILE SOUTH ALONG STATE HIGHWAY 17, AT A JUNCTION WITH FARM
 CC0452'ROAD 761, 39 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 41 FEET
 CC0452'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END
 CC0452'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE FARM ROAD.
 CC0452
 CC0452                          STATION RECOVERY (1966)
 CC0452
 CC0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CC0452'RECOVERED IN GOOD CONDITION.
 CC0452
 CC0452                          STATION RECOVERY (1981)
 CC0452
 CC0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0452'NOTE=THERE IS NO HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0254 ***********************************************************************
 CC0254  DESIGNATION -  C 905
 CC0254  PID         -  CC0254
 CC0254  STATE/COUNTY-  TX/WARD
 CC0254  USGS QUAD   -  PYOTE EAST (1981)
 CC0254
 CC0254                         *CURRENT SURVEY CONTROL
 CC0254  ___________________________________________________________________
 CC0254* NAD 83(1986)-  31 33 08.     (N)    103 02 56.     (W)     SCALED    
 CC0254* NAVD 88     -       807.554  (meters)    2649.45   (feet)  ADJUSTED  
 CC0254  ___________________________________________________________________
 CC0254  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CC0254  DYNAMIC HT  -         806.415 (meters)    2645.71  (feet)  COMP
 CC0254  MODELED GRAV-     979,203.0   (mgal)                       NAVD 88
 CC0254
 CC0254  VERT ORDER  -  FIRST     CLASS II
 CC0254
 CC0254.The horizontal coordinates were scaled from a topographic map and have
 CC0254.an estimated accuracy of +/- 6 seconds.
 CC0254
 CC0254.The orthometric height was determined by differential leveling
 CC0254.and adjusted by the National Geodetic Survey in June 1991..
 CC0254
 CC0254.The geoid height was determined by GEOID03.
 CC0254
 CC0254.The dynamic height is computed by dividing the NAVD 88
 CC0254.geopotential number by the normal gravity value computed on the
 CC0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0254.degrees latitude (g = 980.6199 gals.).
 CC0254
 CC0254.The modeled gravity was interpolated from observed gravity values.
 CC0254
 CC0254;                    North         East    Units  Estimated Accuracy
 CC0254;SPC TX C     - 3,212,170.      442,200.      MT  (+/- 180 meters Scaled)
 CC0254
 CC0254                          SUPERSEDED SURVEY CONTROL
 CC0254
 CC0254  NGVD 29 (??/??/92)  807.236  (m)         2648.41   (f) ADJ UNCH    1 2
 CC0254
 CC0254.Superseded values are not recommended for survey control.
 CC0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0254.See file dsdata.txt to determine how the superseded data were derived.
 CC0254
 CC0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ851924(NAD 83)
 CC0254_MARKER: DB = BENCH MARK DISK
 CC0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0254_STAMPING: C 905 1945
 CC0254_MARK LOGO: CGS   
 CC0254_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0254+STABILITY: SURFACE MOTION
 CC0254
 CC0254  HISTORY     - Date     Condition        Report By
 CC0254  HISTORY     - 1945     MONUMENTED       CGS
 CC0254  HISTORY     - 1956     GOOD             NGS
 CC0254  HISTORY     - 1981     GOOD             NGS
 CC0254
 CC0254                          STATION DESCRIPTION
 CC0254
 CC0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0254'3.0 MI W FROM WICKETT.
 CC0254'3.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CC0254'WICKETT, WARD COUNTY, 26 FEET WEST OF THE FIRST POLE WEST OF MILEPOST
 CC0254'619, 43.6 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 87 FEET NORTH OF
 CC0254'THE CENTERLINE OF U.S. HIGHWAY 80, IN LINE WITH A ROW OF POLES BETWEEN
 CC0254'THE TRACK AND THE HIGHWAY, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 CC0254'AND ABOUT 3 FEET LOWER THAN THE TRACK.  AN IRON BENCH-MARK DISK, SET
 CC0254'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 CC0254
 CC0254                          STATION RECOVERY (1981)
 CC0254
 CC0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0254'15.7 KM (9.75 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CC0254'ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.3 KM (0.2 MI)
 CC0254'NORTHEAST OF A POWER LINE CROSSING, 0.5 KM (0.3 MI) NORTHEAST OF
 CC0254'SPUR 65 LEADING SOUTH, 46.0 METERS (151.0 FT) SOUTHWEST OF MILE POST
 CC0254'619, 26.5 METERS (87.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF U.S.
 CC0254'HIGHWAY 80, 12.3 METERS (40.5 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL,
 CC0254'AND 0.6 METER (2.0 FT) EAST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0254'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CC0254'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0077 ***********************************************************************
 EN0077  DESIGNATION -  C 906
 EN0077  PID         -  EN0077
 EN0077  STATE/COUNTY-  TX/CHILDRESS
 EN0077  USGS QUAD   -  CAREY (1981)
 EN0077
 EN0077                         *CURRENT SURVEY CONTROL
 EN0077  ___________________________________________________________________
 EN0077* NAD 83(1986)-  34 26 22.     (N)    100 16 54.     (W)     SCALED    
 EN0077* NAVD 88     -       595.015  (meters)    1952.14   (feet)  ADJUSTED  
 EN0077  ___________________________________________________________________
 EN0077  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 EN0077  DYNAMIC HT  -         594.334 (meters)    1949.91  (feet)  COMP
 EN0077  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 EN0077
 EN0077  VERT ORDER  -  FIRST     CLASS II
 EN0077
 EN0077.This mark is at Childress Muni (CDS) Airport (CDS)
 EN0077
 EN0077.The horizontal coordinates were scaled from a topographic map and have
 EN0077.an estimated accuracy of +/- 6 seconds.
 EN0077
 EN0077.The orthometric height was determined by differential leveling
 EN0077.and adjusted by the National Geodetic Survey in June 1991..
 EN0077
 EN0077.The geoid height was determined by GEOID03.
 EN0077
 EN0077.The dynamic height is computed by dividing the NAVD 88
 EN0077.geopotential number by the normal gravity value computed on the
 EN0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0077.degrees latitude (g = 980.6199 gals.).
 EN0077
 EN0077.The modeled gravity was interpolated from observed gravity values.
 EN0077
 EN0077;                    North         East    Units  Estimated Accuracy
 EN0077;SPC TX N     - 1,049,440.      311,980.      MT  (+/- 180 meters Scaled)
 EN0077
 EN0077                          SUPERSEDED SURVEY CONTROL
 EN0077
 EN0077  NGVD 29 (??/??/92)  594.712  (m)         1951.15   (f) ADJ UNCH    1 2
 EN0077
 EN0077.Superseded values are not recommended for survey control.
 EN0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0077.See file dsdata.txt to determine how the superseded data were derived.
 EN0077
 EN0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD822116(NAD 83)
 EN0077_MARKER: DB = BENCH MARK DISK
 EN0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0077_SP_SET: FOUNDATION
 EN0077_STAMPING: C 906 1945
 EN0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0077
 EN0077  HISTORY     - Date     Condition        Report By
 EN0077  HISTORY     - 1945     MONUMENTED       CGS
 EN0077  HISTORY     - 1966     GOOD             USGS
 EN0077  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0077
 EN0077                          STATION DESCRIPTION
 EN0077
 EN0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EN0077'4.2 MI W FROM CHILDRESS.
 EN0077'AT THE CHILDRESS ARMY AIR FIELD, AT THE MAINTENANCE HANGAR (BUILDING
 EN0077'NO. T-34-9), AT THE WEST SIDE OF THE NORTH DOOR, 23.0 FEET EAST OF THE
 EN0077'NORTHWEST CORNER AND 0.4 FOOT NORTH OF THE BUILDING. AN IRON DISK
 EN0077'STAMPED C 906 1945 SET IN A DRILL HOLE IN CONCRETE FOUNDATION.
 EN0077
 EN0077                          STATION RECOVERY (1966)
 EN0077
 EN0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EN0077'RECOVERED IN GOOD CONDITION.
 EN0077
 EN0077                          STATION RECOVERY (1984)
 EN0077
 EN0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2084 ***********************************************************************
 CS2084  DESIGNATION -  C 907
 CS2084  PID         -  CS2084
 CS2084  STATE/COUNTY-  TX/JOHNSON
 CS2084  USGS QUAD   -  GRANDVIEW (1978)
 CS2084
 CS2084                         *CURRENT SURVEY CONTROL
 CS2084  ___________________________________________________________________
 CS2084* NAD 83(1986)-  32 16 59.     (N)    097 08 20.     (W)     SCALED    
 CS2084* NAVD 88     -       182.131  (meters)     597.54   (feet)  ADJUSTED  
 CS2084  ___________________________________________________________________
 CS2084  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CS2084  DYNAMIC HT  -         181.911 (meters)     596.82  (feet)  COMP
 CS2084  MODELED GRAV-     979,427.4   (mgal)                       NAVD 88
 CS2084
 CS2084  VERT ORDER  -  SECOND    CLASS 0
 CS2084
 CS2084.The horizontal coordinates were scaled from a topographic map and have
 CS2084.an estimated accuracy of +/- 6 seconds.
 CS2084
 CS2084.The orthometric height was determined by differential leveling
 CS2084.and adjusted by the National Geodetic Survey in June 1991..
 CS2084
 CS2084.The geoid height was determined by GEOID03.
 CS2084
 CS2084.The dynamic height is computed by dividing the NAVD 88
 CS2084.geopotential number by the normal gravity value computed on the
 CS2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2084.degrees latitude (g = 980.6199 gals.).
 CS2084
 CS2084.The modeled gravity was interpolated from observed gravity values.
 CS2084
 CS2084;                    North         East    Units  Estimated Accuracy
 CS2084;SPC TXNC     - 2,069,180.      728,210.      MT  (+/- 180 meters Scaled)
 CS2084
 CS2084                          SUPERSEDED SURVEY CONTROL
 CS2084
 CS2084  NGVD 29 (??/??/92)  182.103  (m)          597.45   (f) ADJ UNCH    2 0
 CS2084
 CS2084.Superseded values are not recommended for survey control.
 CS2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2084.See file dsdata.txt to determine how the superseded data were derived.
 CS2084
 CS2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA752733(NAD 83)
 CS2084_MARKER: DB = BENCH MARK DISK
 CS2084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2084_SP_SET: BRIDGE
 CS2084_STAMPING: C 907 1946
 CS2084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2084
 CS2084  HISTORY     - Date     Condition        Report By
 CS2084  HISTORY     - 1946     MONUMENTED       CGS
 CS2084  HISTORY     - 1947     GOOD             NGS
 CS2084  HISTORY     - 19940330 GOOD             USPSQD
 CS2084  HISTORY     - 19990608 GOOD             USPSQD
 CS2084
 CS2084                          STATION DESCRIPTION
 CS2084
 CS2084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS2084'2.8 MI NE FROM GRANDVIEW.
 CS2084'2.8 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE RAILROAD STATION AT
 CS2084'GRANDVIEW, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD.  A BRONZE
 CS2084'DISK SET IN THE TOP OF THE SOUTHEAST WINGWALL OF THE NORTHEAST
 CS2084'ABUTMENT OF A CONCRETE BRIDGE OVER CHAMBERS CREEK.
 CS2084
 CS2084                          STATION RECOVERY (1994)
 CS2084
 CS2084'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2084'RECOVERED IN GOOD CONDITION.
 CS2084
 CS2084                          STATION RECOVERY (1999)
 CS2084
 CS2084'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0980 ***********************************************************************
 AY0980  DESIGNATION -  C 909
 AY0980  PID         -  AY0980
 AY0980  STATE/COUNTY-  TX/BEXAR
 AY0980  USGS QUAD   -  CASTLE HILLS (1992)
 AY0980
 AY0980                         *CURRENT SURVEY CONTROL
 AY0980  ___________________________________________________________________
 AY0980* NAD 83(1986)-  29 33 30.     (N)    098 34 13.     (W)     SCALED    
 AY0980* NAVD 88     -       280.031  (meters)     918.74   (feet)  POSTED    
 AY0980  ___________________________________________________________________
 AY0980  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AY0980  DYNAMIC HT  -         279.620 (meters)     917.39  (feet)  COMP
 AY0980  MODELED GRAV-     979,171.5   (mgal)                       NAVD 88
 AY0980
 AY0980  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0980
 AY0980.The horizontal coordinates were scaled from a topographic map and have
 AY0980.an estimated accuracy of +/- 6 seconds.
 AY0980
 AY0980.The orthometric height was determined by differential leveling
 AY0980.and adjusted by the National Geodetic Survey in 1992..
 AY0980.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0980.rate of 2.1 thru 3.0 mm/km.
 AY0980
 AY0980.The geoid height was determined by GEOID03.
 AY0980
 AY0980.The dynamic height is computed by dividing the NAVD 88
 AY0980.geopotential number by the normal gravity value computed on the
 AY0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0980.degrees latitude (g = 980.6199 gals.).
 AY0980
 AY0980.The modeled gravity was interpolated from observed gravity values.
 AY0980
 AY0980;                    North         East    Units  Estimated Accuracy
 AY0980;SPC TXSC     - 4,191,250.      641,640.      MT  (+/- 180 meters Scaled)
 AY0980
 AY0980                          SUPERSEDED SURVEY CONTROL
 AY0980
 AY0980  NGVD 29 (??/??/92)  279.908  (m)          918.33   (f) ADJ UNCH    1 2
 AY0980
 AY0980.Superseded values are not recommended for survey control.
 AY0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0980.See file dsdata.txt to determine how the superseded data were derived.
 AY0980
 AY0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT416699(NAD 83)
 AY0980_MARKER: DB = BENCH MARK DISK
 AY0980_SETTING: 66 = SET IN ROCK OUTCROP
 AY0980_SP_SET: ROCK OUTCROP
 AY0980_STAMPING: C 909 1944
 AY0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0980+STABILITY: POSITION/ELEVATION WELL
 AY0980
 AY0980  HISTORY     - Date     Condition        Report By
 AY0980  HISTORY     - 1944     MONUMENTED       CGS
 AY0980  HISTORY     - 1952     GOOD             NGS
 AY0980  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY0980  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 AY0980
 AY0980                          STATION DESCRIPTION
 AY0980
 AY0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AY0980'10.9 MI NW FROM SAN ANTONIO.
 AY0980'10.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0980'CROSSING OF WEST COMMERCE STREET, 12 POLES NORTHWEST OF THE HUEBNER
 AY0980'ROAD CROSSING, 2 POLES SOUTHEAST OF MILEPOST 250, 7 RAILS SOUTHEAST OF
 AY0980'THE SOUTHEAST END OF BRIDGE 249.98, 39 FEET SOUTHWEST OF THE SOUTHWEST
 AY0980'RAIL, 12.3 FEET SOUTHEAST OF THE 12TH POLE NORTHWEST OF THE HUEBNER
 AY0980'ROAD CROSSING, 7.4 FEET NORTHEAST OF A FENCE, FLUSH WITH THE GROUND,
 AY0980'SET IN THE TOP OF A LARGE ROCK OUTCROP, THIS MARK MAY BE COVERED WITH
 AY0980'DIRT IN THE FUTURE.
 AY0980
 AY0980                          STATION RECOVERY (1986)
 AY0980
 AY0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0980'MARK NOT FOUND.
 AY0980
 AY0980                          STATION RECOVERY (1995)
 AY0980
 AY0980'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1894 ***********************************************************************
 BK1894  DESIGNATION -  C 91
 BK1894  PID         -  BK1894
 BK1894  STATE/COUNTY-  TX/JASPER
 BK1894  USGS QUAD   -  JASPER EAST (1984)
 BK1894
 BK1894                         *CURRENT SURVEY CONTROL
 BK1894  ___________________________________________________________________
 BK1894* NAD 83(1986)-  30 55 53.     (N)    093 58 58.     (W)     SCALED    
 BK1894* NAVD 88     -        69.00   (+/-2cm)     226.4    (feet)  VERTCON   
 BK1894  ___________________________________________________________________
 BK1894  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BK1894
 BK1894  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1894
 BK1894.The horizontal coordinates were scaled from a topographic map and have
 BK1894.an estimated accuracy of +/- 6 seconds.
 BK1894
 BK1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1894.The vertical order pertains to the NGVD 29 superseded value.
 BK1894
 BK1894.The geoid height was determined by GEOID03.
 BK1894
 BK1894;                    North         East    Units  Estimated Accuracy
 BK1894;SPC TX C     - 3,157,520.    1,306,540.      MT  (+/- 180 meters Scaled)
 BK1894
 BK1894                          SUPERSEDED SURVEY CONTROL
 BK1894
 BK1894  NGVD 29 (??/??/??)   68.995  (m)          226.36   (f) ADJUSTED    1 2
 BK1894
 BK1894.Superseded values are not recommended for survey control.
 BK1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1894.See file dsdata.txt to determine how the superseded data were derived.
 BK1894
 BK1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ061224(NAD 83)
 BK1894_MARKER: DB = BENCH MARK DISK
 BK1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1894_STAMPING: C 91 1932
 BK1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1894+STABILITY: SURFACE MOTION
 BK1894
 BK1894  HISTORY     - Date     Condition        Report By
 BK1894  HISTORY     - 1932     MONUMENTED       CGS
 BK1894  HISTORY     - 1934     GOOD             CGS
 BK1894  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1894
 BK1894                          STATION DESCRIPTION
 BK1894
 BK1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BK1894'0.3 MI N FROM JASPER.
 BK1894'ABOUT 0.3 MILE NORTH ALONG GULF, COLORADO AND SANTA FE RR FROM STATION
 BK1894'AT JASPER, JASPER COUNTY, ABOUT 300 FT. NORTH OF MILE POST 74, 36 FT.
 BK1894'W OF CENTER LINE MAIN LINE TRACK, AND 8 FT. NORTH OF A POLE. STANDARD
 BK1894'CONCRETE POST AND TABLET STAMPED C 91 1932.
 BK1894
 BK1894                          STATION RECOVERY (1978)
 BK1894
 BK1894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1744 ***********************************************************************
 CS1744  DESIGNATION -  C 910
 CS1744  PID         -  CS1744
 CS1744  STATE/COUNTY-  TX/TARRANT
 CS1744  USGS QUAD   -  HALTOM CITY (1981)
 CS1744
 CS1744                         *CURRENT SURVEY CONTROL
 CS1744  ___________________________________________________________________
 CS1744* NAD 83(1986)-  32 45 30.     (N)    097 20 33.     (W)     SCALED    
 CS1744* NAVD 88     -       168.671  (meters)     553.38   (feet)  ADJUSTED  
 CS1744  ___________________________________________________________________
 CS1744  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS1744  DYNAMIC HT  -         168.473 (meters)     552.73  (feet)  COMP
 CS1744  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 CS1744
 CS1744  VERT ORDER  -  FIRST     CLASS II
 CS1744
 CS1744.The horizontal coordinates were scaled from a topographic map and have
 CS1744.an estimated accuracy of +/- 6 seconds.
 CS1744
 CS1744.The orthometric height was determined by differential leveling
 CS1744.and adjusted by the National Geodetic Survey in June 1991..
 CS1744
 CS1744.The geoid height was determined by GEOID03.
 CS1744
 CS1744.The dynamic height is computed by dividing the NAVD 88
 CS1744.geopotential number by the normal gravity value computed on the
 CS1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1744.degrees latitude (g = 980.6199 gals.).
 CS1744
 CS1744.The modeled gravity was interpolated from observed gravity values.
 CS1744
 CS1744;                    North         East    Units  Estimated Accuracy
 CS1744;SPC TXNC     - 2,121,650.      708,450.      MT  (+/- 180 meters Scaled)
 CS1744
 CS1744                          SUPERSEDED SURVEY CONTROL
 CS1744
 CS1744  NGVD 29 (??/??/92)  168.673  (m)          553.39   (f) ADJ UNCH    1 2
 CS1744
 CS1744.Superseded values are not recommended for survey control.
 CS1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1744.See file dsdata.txt to determine how the superseded data were derived.
 CS1744
 CS1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB552257(NAD 83)
 CS1744_MARKER: DB = BENCH MARK DISK
 CS1744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1744_SP_SET: BRIDGE WALK
 CS1744_STAMPING: C 910 1945
 CS1744_MARK LOGO: CGS   
 CS1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1744+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 CS1744
 CS1744  HISTORY     - Date     Condition        Report By
 CS1744  HISTORY     - 1945     MONUMENTED       CGS
 CS1744  HISTORY     - 1947     GOOD             NGS
 CS1744  HISTORY     - 1984     GOOD             NGS
 CS1744  HISTORY     - 1989     GOOD             USPSQD
 CS1744  HISTORY     - 19960301 GOOD             USPSQD
 CS1744  HISTORY     - 20020612 GOOD             INDIV
 CS1744
 CS1744                          STATION DESCRIPTION
 CS1744
 CS1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1744'IN FORT WORTH.
 CS1744'ABOUT 0.6 MILE WEST OF THE TARRANT COUNTY COURT HOUSE, ALONG THE EAST
 CS1744'SIDE OF THE HENDERSON STREET BRIDGE ON THE CLEAR FORK OF THE TRINITY
 CS1744'RIVER.  IT IS ABOUT 10 INCHES WEST OF THE WEST SIDE OF THE EAST
 CS1744'RAILING AND A BRONZE PLAQUE, 2 FEET SOUTH OF THE NORTH END OF THE
 CS1744'BRIDGE AND ALONG THE CONCRETE SIDEWALK.  A WAR-GRADE IRON DISK STAMPED
 CS1744'C 910 1947 SET IN THE CONCRETE WALK.  THIS MARK IS DIRECTLY OPPOSITE
 CS1744'B.M.225 T.G.S. WHICH IS ON THE WEST SIDE OF THE BRIDGE IN THE WALK.
 CS1744
 CS1744                          STATION RECOVERY (1984)
 CS1744
 CS1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1744'RECOVERED IN GOOD CONDITION.
 CS1744
 CS1744                          STATION RECOVERY (1989)
 CS1744
 CS1744'RECOVERY NOTE BY US POWER SQUADRON 1989 (LTS)
 CS1744'RECOVERED IN GOOD CONDITION.
 CS1744
 CS1744                          STATION RECOVERY (1996)
 CS1744
 CS1744'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1744'RECOVERED IN GOOD CONDITION.
 CS1744
 CS1744                          STATION RECOVERY (2002)
 CS1744
 CS1744'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1744'GPS N32 45.513 W097 20.560 WGS84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1177 ***********************************************************************
 CS1177  DESIGNATION -  C 911
 CS1177  PID         -  CS1177
 CS1177  STATE/COUNTY-  TX/DALLAS
 CS1177  USGS QUAD   -  DALLAS (1981)
 CS1177
 CS1177                         *CURRENT SURVEY CONTROL
 CS1177  ___________________________________________________________________
 CS1177* NAD 83(1986)-  32 50 04.     (N)    096 50 47.     (W)     SCALED    
 CS1177* NAVD 88     -       140.833  (meters)     462.05   (feet)  ADJUSTED  
 CS1177  ___________________________________________________________________
 CS1177  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CS1177  DYNAMIC HT  -         140.672 (meters)     461.52  (feet)  COMP
 CS1177  MODELED GRAV-     979,496.9   (mgal)                       NAVD 88
 CS1177
 CS1177  VERT ORDER  -  FIRST     CLASS II
 CS1177
 CS1177.The horizontal coordinates were scaled from a topographic map and have
 CS1177.an estimated accuracy of +/- 6 seconds.
 CS1177
 CS1177.The orthometric height was determined by differential leveling
 CS1177.and adjusted by the National Geodetic Survey in June 1991..
 CS1177
 CS1177.The geoid height was determined by GEOID03.
 CS1177
 CS1177.The dynamic height is computed by dividing the NAVD 88
 CS1177.geopotential number by the normal gravity value computed on the
 CS1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1177.degrees latitude (g = 980.6199 gals.).
 CS1177
 CS1177.The modeled gravity was interpolated from observed gravity values.
 CS1177
 CS1177;                    North         East    Units  Estimated Accuracy
 CS1177;SPC TXNC     - 2,130,710.      754,800.      MT  (+/- 180 meters Scaled)
 CS1177
 CS1177                          SUPERSEDED SURVEY CONTROL
 CS1177
 CS1177  NGVD 29 (??/??/92)  140.849  (m)          462.10   (f) ADJ UNCH    1 2
 CS1177
 CS1177.Superseded values are not recommended for survey control.
 CS1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1177.See file dsdata.txt to determine how the superseded data were derived.
 CS1177
 CS1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB015349(NAD 83)
 CS1177_MARKER: DB = BENCH MARK DISK
 CS1177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1177_SP_SET: ABUTMENT
 CS1177_STAMPING: C 911 1945
 CS1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1177
 CS1177  HISTORY     - Date     Condition        Report By
 CS1177  HISTORY     - 1945     MONUMENTED       CGS
 CS1177  HISTORY     - 1947     GOOD             NGS
 CS1177  HISTORY     - 1969     GOOD             NGS
 CS1177
 CS1177                          STATION DESCRIPTION
 CS1177
 CS1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1177'IN DALLAS.
 CS1177'ABOUT 5.2 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 CS1177'TEXAS FROM THE COURTHOUSE AT DALLAS, DALLAS COUNTY, 60 FEET NORTHEAST
 CS1177'OF THE TRACK, OPPOSITE RAILROAD BRIDGE K 754.1, AT THE INTERSECTION OF
 CS1177'DENTON ROAD AND MODEL STREET, AT A CONCRETE BRIDGE UNDER DENTON ROAD,
 CS1177'IN THE TOP OF THE ABUTMENT, 22 FEET SOUTHWEST OF THE CENTER LINE OF
 CS1177'THE ROAD, AND 30 FEET NORTH OF POLE 1320.  A STANDARD DISK, STAMPED C
 CS1177'911 1945.
 CS1177
 CS1177                          STATION RECOVERY (1969)
 CS1177
 CS1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CS1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1389 ***********************************************************************
 AN1389  DESIGNATION -  C 912
 AN1389  PID         -  AN1389
 AN1389  STATE/COUNTY-  TX/ARANSAS
 AN1389  USGS QUAD   -  ROCKPORT (1979)
 AN1389
 AN1389                         *CURRENT SURVEY CONTROL
 AN1389  ___________________________________________________________________
 AN1389* NAD 83(1986)-  28 05 29.     (N)    097 02 05.     (W)     SCALED    
 AN1389* NAVD 88     -         4.00   (+/-2cm)      13.1    (feet)  VERTCON   
 AN1389  ___________________________________________________________________
 AN1389  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN1389
 AN1389  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1389
 AN1389.This mark is at Aransas Co (RKP) Airport (RKP)
 AN1389
 AN1389.The horizontal coordinates were scaled from a topographic map and have
 AN1389.an estimated accuracy of +/- 6 seconds.
 AN1389
 AN1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1389.The vertical order pertains to the NGVD 29 superseded value.
 AN1389
 AN1389.The geoid height was determined by GEOID03.
 AN1389
 AN1389;                    North         East    Units  Estimated Accuracy
 AN1389;SPC TXSC     - 4,030,230.      793,160.      MT  (+/- 180 meters Scaled)
 AN1389
 AN1389                          SUPERSEDED SURVEY CONTROL
 AN1389
 AN1389  NGVD 29 (??/??/92)    4.142  (m)           13.59   (f) ADJ UNCH    2 0
 AN1389
 AN1389.Superseded values are not recommended for survey control.
 AN1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1389.See file dsdata.txt to determine how the superseded data were derived.
 AN1389
 AN1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS930088(NAD 83)
 AN1389_MARKER: DB = BENCH MARK DISK
 AN1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1389_STAMPING: C 912 1945
 AN1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1389+STABILITY: SURFACE MOTION
 AN1389
 AN1389  HISTORY     - Date     Condition        Report By
 AN1389  HISTORY     - 1945     MONUMENTED       CGS
 AN1389  HISTORY     - 1987     GOOD             USPSQD
 AN1389  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1389
 AN1389                          STATION DESCRIPTION
 AN1389
 AN1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AN1389'4.8 MI N FROM ROCKPORT.
 AN1389'4.8 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN1389'ROCKPORT, ARANSAS COUNTY, AT THE ENTRANCE TO ARANSAS COUNTY AIRPORT,
 AN1389'90 FEET SOUTH OF THE ACCESS ROAD, 50 FEET WEST OF THE CENTERLINE OF
 AN1389'THE HIGHWAY, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 AN1389'STANDARD DISK, STAMPED C 912 1945 AND SET IN THE TOP OF A CONCRETE
 AN1389'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 AN1389
 AN1389                          STATION RECOVERY (1987)
 AN1389
 AN1389'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1389'RECOVERED IN GOOD CONDITION.
 AN1389
 AN1389                          STATION RECOVERY (1988)
 AN1389
 AN1389'RECOVERY NOTE BY US POWER SQUADRON 1988 (DL)
 AN1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0435 ***********************************************************************
 FL0435  DESIGNATION -  C 913
 FL0435  PID         -  FL0435
 FL0435  STATE/COUNTY-  TX/GRAY
 FL0435  USGS QUAD   -  ALANREED (1976)
 FL0435
 FL0435                         *CURRENT SURVEY CONTROL
 FL0435  ___________________________________________________________________
 FL0435* NAD 83(1986)-  35 14 28.     (N)    100 44 35.     (W)     SCALED    
 FL0435* NAVD 88     -       870.234  (meters)    2855.09   (feet)  ADJUSTED  
 FL0435  ___________________________________________________________________
 FL0435  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL0435  DYNAMIC HT  -         869.283 (meters)    2851.97  (feet)  COMP
 FL0435  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 FL0435
 FL0435  VERT ORDER  -  FIRST     CLASS II
 FL0435
 FL0435.The horizontal coordinates were scaled from a topographic map and have
 FL0435.an estimated accuracy of +/- 6 seconds.
 FL0435
 FL0435.The orthometric height was determined by differential leveling
 FL0435.and adjusted by the National Geodetic Survey in June 1991..
 FL0435
 FL0435.The geoid height was determined by GEOID03.
 FL0435
 FL0435.The dynamic height is computed by dividing the NAVD 88
 FL0435.geopotential number by the normal gravity value computed on the
 FL0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0435.degrees latitude (g = 980.6199 gals.).
 FL0435
 FL0435.The modeled gravity was interpolated from observed gravity values.
 FL0435
 FL0435;                    North         East    Units  Estimated Accuracy
 FL0435;SPC TX N     - 1,137,950.      268,890.      MT  (+/- 180 meters Scaled)
 FL0435
 FL0435                          SUPERSEDED SURVEY CONTROL
 FL0435
 FL0435  NGVD 29 (??/??/92)  869.872  (m)         2853.91   (f) ADJ UNCH    1 2
 FL0435
 FL0435.Superseded values are not recommended for survey control.
 FL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0435.See file dsdata.txt to determine how the superseded data were derived.
 FL0435
 FL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE414011(NAD 83)
 FL0435_MARKER: DB = BENCH MARK DISK
 FL0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0435_STAMPING: C 913 1955
 FL0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0435+STABILITY: SURFACE MOTION
 FL0435
 FL0435  HISTORY     - Date     Condition        Report By
 FL0435  HISTORY     - 1955     MONUMENTED       CGS
 FL0435
 FL0435                          STATION DESCRIPTION
 FL0435
 FL0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FL0435'2.85 MI NW FROM ALANREED.
 FL0435'2.35 MILES NORTHWEST ALONG FARM ROAD 291 FROM THE POST OFFICE AT
 FL0435'ALANREED, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD, AT A CURVE IN
 FL0435'THE ROAD, 176 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 48 FEET
 FL0435'SOUTH OF THE CENTER LINE OF AN ABANDONED ROAD LEADING EAST, 57 FEET
 FL0435'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 FL0435'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2058 ***********************************************************************
 CS2058  DESIGNATION -  C 914 RESET 1963
 CS2058  PID         -  CS2058
 CS2058  STATE/COUNTY-  TX/HILL
 CS2058  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2058
 CS2058                         *CURRENT SURVEY CONTROL
 CS2058  ___________________________________________________________________
 CS2058* NAD 83(1986)-  32 00 33.     (N)    097 05 11.     (W)     SCALED    
 CS2058* NAVD 88     -       213.352  (meters)     699.97   (feet)  ADJUSTED  
 CS2058  ___________________________________________________________________
 CS2058  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CS2058  DYNAMIC HT  -         213.089 (meters)     699.11  (feet)  COMP
 CS2058  MODELED GRAV-     979,404.2   (mgal)                       NAVD 88
 CS2058
 CS2058  VERT ORDER  -  FIRST     CLASS II
 CS2058
 CS2058.The horizontal coordinates were scaled from a topographic map and have
 CS2058.an estimated accuracy of +/- 6 seconds.
 CS2058
 CS2058.The orthometric height was determined by differential leveling
 CS2058.and adjusted by the National Geodetic Survey in June 1991..
 CS2058
 CS2058.The geoid height was determined by GEOID03.
 CS2058
 CS2058.The dynamic height is computed by dividing the NAVD 88
 CS2058.geopotential number by the normal gravity value computed on the
 CS2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2058.degrees latitude (g = 980.6199 gals.).
 CS2058
 CS2058.The modeled gravity was interpolated from observed gravity values.
 CS2058
 CS2058;                    North         East    Units  Estimated Accuracy
 CS2058;SPC TXNC     - 2,038,880.      733,560.      MT  (+/- 180 meters Scaled)
 CS2058
 CS2058                          SUPERSEDED SURVEY CONTROL
 CS2058
 CS2058  NGVD 29 (??/??/??)  213.24   (m)          699.6    (f) RESET       3  
 CS2058
 CS2058.Superseded values are not recommended for survey control.
 CS2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2058.See file dsdata.txt to determine how the superseded data were derived.
 CS2058
 CS2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA807430(NAD 83)
 CS2058_MARKER: DB = BENCH MARK DISK
 CS2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2058_STAMPING: C 914 1946 RESET 1963
 CS2058_PROJECTION: PROJECTING 5 CENTIMETERS
 CS2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2058+STABILITY: SURFACE MOTION
 CS2058
 CS2058  HISTORY     - Date     Condition        Report By
 CS2058  HISTORY     - 1963     MONUMENTED       CGS
 CS2058  HISTORY     - 1966     GOOD             USGS
 CS2058  HISTORY     - 1980     GOOD             NGS
 CS2058  HISTORY     - 19950408 GOOD             USPSQD
 CS2058  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 CS2058
 CS2058                          STATION DESCRIPTION
 CS2058
 CS2058'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 CS2058'3.0 MI SE FROM HILLSBORO.
 CS2058'0.5 MI. SO. ALONG U.S. HWYS 81 AND 77 FROM THE POST OFFICE AT
 CS2058'HILLSBORO, THENCE 2.5 MI. EAST ALONG STATE HWYS. 171 AND 22, 400 FT.
 CS2058'EAST OF X-RDS. INT., 66 FT. SO. OF CTR. LINE HWY, AT A N-S. FENCE, 1
 CS2058'FT. SO. OF A WITNESS POST, SET, IN THE TOP OF A CONCRETE POST,
 CS2058'PROJECTING 0.3 FT. ABOVE GROUND, A STANDARD TABLET STAMPED C 914 RESET
 CS2058'1963.
 CS2058
 CS2058                          STATION RECOVERY (1980)
 CS2058
 CS2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2058'0.8 KM. (0.5 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 CS2058'COURTHOUSE IN HILLSBORO, THENCE 3.9 KM. (2.4 MI.) EAST ALONG STATE
 CS2058'HIGHWAY 171, AT THE JUNCTION OF A NORTH-SOUTH COUNTY ROAD, 139.3 M.
 CS2058'(457 FT.) EAST OF THE ROAD, 22.6 M. (74.0 FT.) SOUTH OF THE CENTERLINE
 CS2058'OF THE HIGHWAY, 23.8 M. (78.0 FT.) SOUTHEAST OF A TELEPHONE POLE,
 CS2058'8.1 M. (26.5 FT.) SOUTH-SOUTHWEST OF A METAL POLE FENCE CORNER,
 CS2058'0.2 M. (0.5 FT.) EAST OF A FENCE.
 CS2058'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CS2058'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CS2058
 CS2058                          STATION RECOVERY (1995)
 CS2058
 CS2058'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2058'RECOVERED IN GOOD CONDITION.
 CS2058
 CS2058                          STATION RECOVERY (1995)
 CS2058
 CS2058'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0118 ***********************************************************************
 AP0118  DESIGNATION -  C 916
 AP0118  PID         -  AP0118
 AP0118  STATE/COUNTY-  TX/MAVERICK
 AP0118  USGS QUAD   -  QUEMADO SE (1974)
 AP0118
 AP0118                         *CURRENT SURVEY CONTROL
 AP0118  ___________________________________________________________________
 AP0118* NAD 83(1986)-  28 48 53.     (N)    100 31 08.     (W)     SCALED    
 AP0118* NAVD 88     -       259.161  (meters)     850.26   (feet)  ADJUSTED  
 AP0118  ___________________________________________________________________
 AP0118  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AP0118  DYNAMIC HT  -         258.777 (meters)     849.00  (feet)  COMP
 AP0118  MODELED GRAV-     979,155.0   (mgal)                       NAVD 88
 AP0118
 AP0118  VERT ORDER  -  FIRST     CLASS II
 AP0118
 AP0118.The horizontal coordinates were scaled from a topographic map and have
 AP0118.an estimated accuracy of +/- 6 seconds.
 AP0118
 AP0118.The orthometric height was determined by differential leveling
 AP0118.and adjusted by the National Geodetic Survey in June 1991..
 AP0118.WARNING-Repeat measurements at this control monument indicate possible
 AP0118.vertical movement.
 AP0118
 AP0118.The geoid height was determined by GEOID03.
 AP0118
 AP0118.The dynamic height is computed by dividing the NAVD 88
 AP0118.geopotential number by the normal gravity value computed on the
 AP0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0118.degrees latitude (g = 980.6199 gals.).
 AP0118
 AP0118.The modeled gravity was interpolated from observed gravity values.
 AP0118
 AP0118;                    North         East    Units  Estimated Accuracy
 AP0118;SPC TXSC     - 4,109,730.      451,760.      MT  (+/- 180 meters Scaled)
 AP0118
 AP0118                          SUPERSEDED SURVEY CONTROL
 AP0118
 AP0118  NGVD 29 (??/??/92)  259.023  (m)          849.81   (f) ADJ UNCH    1 2
 AP0118
 AP0118.Superseded values are not recommended for survey control.
 AP0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0118.See file dsdata.txt to determine how the superseded data were derived.
 AP0118
 AP0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS517884(NAD 83)
 AP0118_MARKER: DB = BENCH MARK DISK
 AP0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0118_SP_SET: CULVERT
 AP0118_STAMPING: C 916 1944
 AP0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0118
 AP0118  HISTORY     - Date     Condition        Report By
 AP0118  HISTORY     - 1944     MONUMENTED       CGS
 AP0118  HISTORY     - 1957     GOOD             NGS
 AP0118  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0118
 AP0118                          STATION DESCRIPTION
 AP0118
 AP0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0118'9.3 MI NW FROM EAGLE PASS.
 AP0118'4.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0118'STATION AT EAGLE PASS, THENCE 0.1 MILE NORTHWEST ACROSS A FIELD,
 AP0118'THENCE 0.9 MILE SOUTHWEST ALONG FARM ROAD 1588, THENCE 4.2 MILES
 AP0118'NORTHWEST ALONG U.S. HIGHWAY 277, 0.1 MILE NORTH OF A JUNCTION WITH A
 AP0118'GRAVELED ROAD LEADING WEST, 270 FEET SOUTH OF THE CENTER LINE OF A
 AP0118'LARGE IRRIGATION CANAL, 18 FEET EAST OF THE CENTER LINE OF THE
 AP0118'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE EAST HEADWALL OF A
 AP0118'CONCRETE CULVERT.
 AP0118
 AP0118                          STATION RECOVERY (1982)
 AP0118
 AP0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0118'NOT RECOVERED, HIGHWAY HAS BEEN WIDENED, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0363 ***********************************************************************
 CA0363  DESIGNATION -  C 917
 CA0363  PID         -  CA0363
 CA0363  STATE/COUNTY-  TX/BROWN
 CA0363  USGS QUAD   -  OWENS (1978)
 CA0363
 CA0363                         *CURRENT SURVEY CONTROL
 CA0363  ___________________________________________________________________
 CA0363* NAD 83(1986)-  31 47 18.     (N)    098 56 43.     (W)     SCALED    
 CA0363* NAVD 88     -       419.027  (meters)    1374.76   (feet)  ADJUSTED  
 CA0363  ___________________________________________________________________
 CA0363  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CA0363  DYNAMIC HT  -         418.482 (meters)    1372.97  (feet)  COMP
 CA0363  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 CA0363
 CA0363  VERT ORDER  -  SECOND    CLASS 0
 CA0363
 CA0363.This mark is at Brownwood Muni (BWD) Airport (BWD)
 CA0363
 CA0363.The horizontal coordinates were scaled from a topographic map and have
 CA0363.an estimated accuracy of +/- 6 seconds.
 CA0363
 CA0363.The orthometric height was determined by differential leveling
 CA0363.and adjusted by the National Geodetic Survey in June 1991..
 CA0363
 CA0363.The geoid height was determined by GEOID03.
 CA0363
 CA0363.The dynamic height is computed by dividing the NAVD 88
 CA0363.geopotential number by the normal gravity value computed on the
 CA0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0363.degrees latitude (g = 980.6199 gals.).
 CA0363
 CA0363.The modeled gravity was interpolated from observed gravity values.
 CA0363
 CA0363;                    North         East    Units  Estimated Accuracy
 CA0363;SPC TX C     - 3,236,030.      831,460.      MT  (+/- 180 meters Scaled)
 CA0363
 CA0363                          SUPERSEDED SURVEY CONTROL
 CA0363
 CA0363  NGVD 29 (??/??/92)  418.941  (m)         1374.48   (f) ADJ UNCH    2 0
 CA0363
 CA0363.Superseded values are not recommended for survey control.
 CA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0363.See file dsdata.txt to determine how the superseded data were derived.
 CA0363
 CA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA051169(NAD 83)
 CA0363_MARKER: DB = BENCH MARK DISK
 CA0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0363_STAMPING: C 917 1945
 CA0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0363+STABILITY: SURFACE MOTION
 CA0363
 CA0363  HISTORY     - Date     Condition        Report By
 CA0363  HISTORY     - 1945     MONUMENTED       CGS
 CA0363  HISTORY     - 1957     GOOD             NGS
 CA0363
 CA0363                          STATION DESCRIPTION
 CA0363
 CA0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CA0363'5.5 MI N FROM BROWNWOOD.
 CA0363'5.5 MILES NORTH OF BROWNWOOD, BROWN COUNTY, AT THE ENTRANCE TO
 CA0363'BROWNWOOD MUNICIPAL AIRPORT, 52 FEET WEST OF THE CENTERLINE OF U.S.
 CA0363'HIGHWAY 183, 32 FEET SOUTH OF THE CENTERLINE OF THE AIRPORT ENTRANCE
 CA0363'ROAD, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CA0363'STAMPED C 917 1945, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0555 ***********************************************************************
 CT0555  DESIGNATION -  C 918
 CT0555  PID         -  CT0555
 CT0555  STATE/COUNTY-  TX/TAYLOR
 CT0555  USGS QUAD   -  ABILENE WEST (1987)
 CT0555
 CT0555                         *CURRENT SURVEY CONTROL
 CT0555  ___________________________________________________________________
 CT0555* NAD 83(1986)-  32 25 39.     (N)    099 51 51.     (W)     SCALED    
 CT0555* NAVD 88     -       544.906  (meters)    1787.75   (feet)  ADJUSTED  
 CT0555  ___________________________________________________________________
 CT0555  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CT0555  DYNAMIC HT  -         544.197 (meters)    1785.42  (feet)  COMP
 CT0555  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 CT0555
 CT0555  VERT ORDER  -  FIRST     CLASS II
 CT0555
 CT0555.The horizontal coordinates were scaled from a topographic map and have
 CT0555.an estimated accuracy of +/- 6 seconds.
 CT0555
 CT0555.The orthometric height was determined by differential leveling
 CT0555.and adjusted by the National Geodetic Survey in June 1991..
 CT0555
 CT0555.The geoid height was determined by GEOID03.
 CT0555
 CT0555.The dynamic height is computed by dividing the NAVD 88
 CT0555.geopotential number by the normal gravity value computed on the
 CT0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0555.degrees latitude (g = 980.6199 gals.).
 CT0555
 CT0555.The modeled gravity was interpolated from observed gravity values.
 CT0555
 CT0555;                    North         East    Units  Estimated Accuracy
 CT0555;SPC TXNC     - 2,085,200.      471,710.      MT  (+/- 180 meters Scaled)
 CT0555
 CT0555                          SUPERSEDED SURVEY CONTROL
 CT0555
 CT0555  NGVD 29 (??/??/92)  544.734  (m)         1787.18   (f) ADJ UNCH    1 2
 CT0555
 CT0555.Superseded values are not recommended for survey control.
 CT0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0555.See file dsdata.txt to determine how the superseded data were derived.
 CT0555
 CT0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA187881(NAD 83)
 CT0555_MARKER: DB = BENCH MARK DISK
 CT0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0555_SP_SET: CULVERT
 CT0555_STAMPING: C 918 1945
 CT0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0555
 CT0555  HISTORY     - Date     Condition        Report By
 CT0555  HISTORY     - 1945     MONUMENTED       CGS
 CT0555  HISTORY     - 1956     GOOD             NGS
 CT0555  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 CT0555  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0555
 CT0555                          STATION DESCRIPTION
 CT0555
 CT0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0555'2.05 MI S FROM TYE.
 CT0555'0.05 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0555'OFFICE AT TYE, THENCE 2.0 MILES SOUTH ALONG FARM ROAD 707, 0.25 MILE
 CT0555'NORTHEAST OF THE PRESENT ENTRANCE TO TYE AIR FORCE BASE, 24 FEET EAST
 CT0555'OF THE CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF THE NORTHEAST
 CT0555'WINGWALL OF A CONCRETE CULVERT.
 CT0555
 CT0555                          STATION RECOVERY (1994)
 CT0555
 CT0555'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0555'MARK NOT FOUND.
 CT0555
 CT0555                          STATION RECOVERY (2001)
 CT0555
 CT0555'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0746 ***********************************************************************
 AH0746  DESIGNATION -  C 919
 AH0746  PID         -  AH0746
 AH0746  STATE/COUNTY-  TX/NUECES
 AH0746  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0746
 AH0746                         *CURRENT SURVEY CONTROL
 AH0746  ___________________________________________________________________
 AH0746* NAD 83(1986)-  27 34 18.     (N)    097 48 58.     (W)     SCALED    
 AH0746* NAVD 88     -        18.528  (meters)      60.79   (feet)  POSTED    
 AH0746  ___________________________________________________________________
 AH0746  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AH0746  DYNAMIC HT  -          18.500 (meters)      60.70  (feet)  COMP
 AH0746  MODELED GRAV-     979,100.7   (mgal)                       NAVD 88
 AH0746
 AH0746  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AH0746
 AH0746.The horizontal coordinates were scaled from a topographic map and have
 AH0746.an estimated accuracy of +/- 6 seconds.
 AH0746
 AH0746.The orthometric height was determined by differential leveling
 AH0746.and adjusted by the National Geodetic Survey in 1992..
 AH0746.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AH0746.rate greater than 8.0 mm/km.
 AH0746
 AH0746.The geoid height was determined by GEOID03.
 AH0746
 AH0746.The dynamic height is computed by dividing the NAVD 88
 AH0746.geopotential number by the normal gravity value computed on the
 AH0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0746.degrees latitude (g = 980.6199 gals.).
 AH0746
 AH0746.The modeled gravity was interpolated from observed gravity values.
 AH0746
 AH0746;                    North         East    Units  Estimated Accuracy
 AH0746;SPC TX S     - 5,211,250.      367,530.      MT  (+/- 180 meters Scaled)
 AH0746
 AH0746                          SUPERSEDED SURVEY CONTROL
 AH0746
 AH0746  NGVD 29 (??/??/92)   18.630  (m)           61.12   (f) ADJ UNCH    1 2
 AH0746
 AH0746.Superseded values are not recommended for survey control.
 AH0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0746.See file dsdata.txt to determine how the superseded data were derived.
 AH0746
 AH0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR168503(NAD 83)
 AH0746_MARKER: DB = BENCH MARK DISK
 AH0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0746_SP_SET: CULVERT
 AH0746_STAMPING: C 919 1945
 AH0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0746
 AH0746  HISTORY     - Date     Condition        Report By
 AH0746  HISTORY     - 1945     MONUMENTED       CGS
 AH0746  HISTORY     - 1975     GOOD             USGS
 AH0746  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0746
 AH0746                          STATION DESCRIPTION
 AH0746
 AH0746'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0746'1.3 MI SW FROM BISHOP.
 AH0746'1.3 MILES SOUTH-SOUTHWEST ALONG STATE HWY 428 (U.S. HWY 77 BUSINESS)
 AH0746'FROM MAIN STREET AT BISHOP, 50 FT. EAST OF THE NORTHEAST ENTRANCE OF
 AH0746'THE CELANESE PLANT, 47 FT. NORTHWEST OF RR TRACK, 20 FT. SOUTH OF
 AH0746'CENTERLINE OF EAST-WEST ROAD, IN THE CENTER SOUTH HEADWALL OF A LARGE
 AH0746'CONCRETE CULVERT.  AN IRON DISK SET IN THE CONCRETE HEADWALL.
 AH0746
 AH0746                          STATION RECOVERY (1981)
 AH0746
 AH0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0746'MARK KNOWN DESTROYED BY HIGHWAY DEPARTMENT, NEW HEADWALL BUILT, DISK
 AH0746'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0003 ***********************************************************************
 BY0003  DESIGNATION -  C 92
 BY0003  PID         -  BY0003
 BY0003  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0003  USGS QUAD   -  SAN AUGUSTINE EAST (1984)
 BY0003
 BY0003                         *CURRENT SURVEY CONTROL
 BY0003  ___________________________________________________________________
 BY0003* NAD 83(1986)-  31 31 51.     (N)    094 06 36.     (W)     SCALED    
 BY0003* NAVD 88     -       108.20   (+/-2cm)     355.0    (feet)  VERTCON   
 BY0003  ___________________________________________________________________
 BY0003  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY0003
 BY0003  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0003
 BY0003.The horizontal coordinates were scaled from a topographic map and have
 BY0003.an estimated accuracy of +/- 6 seconds.
 BY0003
 BY0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0003.The vertical order pertains to the NGVD 29 superseded value.
 BY0003
 BY0003.The geoid height was determined by GEOID03.
 BY0003
 BY0003;                    North         East    Units  Estimated Accuracy
 BY0003;SPC TX C     - 3,223,180.    1,290,680.      MT  (+/- 180 meters Scaled)
 BY0003
 BY0003                          SUPERSEDED SURVEY CONTROL
 BY0003
 BY0003  NGVD 29 (??/??/92)  108.232  (m)          355.09   (f) ADJ UNCH    1 2
 BY0003
 BY0003.Superseded values are not recommended for survey control.
 BY0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0003.See file dsdata.txt to determine how the superseded data were derived.
 BY0003
 BY0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ946889(NAD 83)
 BY0003_MARKER: DB = BENCH MARK DISK
 BY0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0003+STABILITY: SURFACE MOTION
 BY0003
 BY0003  HISTORY     - Date     Condition        Report By
 BY0003  HISTORY     - UNK      MONUMENTED       CGS
 BY0003  HISTORY     - 1932     GOOD             NGS
 BY0003  HISTORY     - 1957     MARK NOT FOUND   USGS
 BY0003  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0003  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0003
 BY0003                          STATION DESCRIPTION
 BY0003
 BY0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0003'IN SAN AUGUSTINE.
 BY0003'THE MARK IS 10 FEET EAST OF THE SIDEWALK AT THE NORTH SIDE ENTRANCE TO
 BY0003'THE SAN AUGUSTINE COURT HOUSE, FLUSH WITH THE CURB, 90 FEET NORTH OF
 BY0003'THE ENTRANCE TO THE COURT HOUSE ON MAIN STREET.
 BY0003
 BY0003                          STATION RECOVERY (1957)
 BY0003
 BY0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BY0003'MARK NOT FOUND.
 BY0003
 BY0003                          STATION RECOVERY (1979)
 BY0003
 BY0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0003'MARK NOT FOUND.
 BY0003
 BY0003                          STATION RECOVERY (1979)
 BY0003
 BY0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0003'AREA IS NOW PART OF MAIN STREET DUE TO EXTENSIVE WIDENING OF THE
 BY0003'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0427 ***********************************************************************
 AH0427  DESIGNATION -  C 920
 AH0427  PID         -  AH0427
 AH0427  STATE/COUNTY-  TX/KLEBERG
 AH0427  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0427
 AH0427                         *CURRENT SURVEY CONTROL
 AH0427  ___________________________________________________________________
 AH0427* NAD 83(1986)-  27 31 16.     (N)    097 27 06.     (W)     SCALED    
 AH0427* NAVD 88     -         7.719  (meters)      25.32   (feet)  ADJUSTED  
 AH0427  ___________________________________________________________________
 AH0427  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AH0427  DYNAMIC HT  -           7.707 (meters)      25.29  (feet)  COMP
 AH0427  MODELED GRAV-     979,117.1   (mgal)                       NAVD 88
 AH0427
 AH0427  VERT ORDER  -  SECOND    CLASS 0
 AH0427
 AH0427.The horizontal coordinates were scaled from a topographic map and have
 AH0427.an estimated accuracy of +/- 6 seconds.
 AH0427
 AH0427.The orthometric height was determined by differential leveling
 AH0427.and adjusted by the National Geodetic Survey in June 1991..
 AH0427
 AH0427.The geoid height was determined by GEOID03.
 AH0427
 AH0427.The dynamic height is computed by dividing the NAVD 88
 AH0427.geopotential number by the normal gravity value computed on the
 AH0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0427.degrees latitude (g = 980.6199 gals.).
 AH0427
 AH0427.The modeled gravity was interpolated from observed gravity values.
 AH0427
 AH0427;                    North         East    Units  Estimated Accuracy
 AH0427;SPC TX S     - 5,205,890.      403,560.      MT  (+/- 180 meters Scaled)
 AH0427
 AH0427                          SUPERSEDED SURVEY CONTROL
 AH0427
 AH0427  NGVD 29 (??/??/92)    7.847  (m)           25.74   (f) ADJ UNCH    2 0
 AH0427
 AH0427.Superseded values are not recommended for survey control.
 AH0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0427.See file dsdata.txt to determine how the superseded data were derived.
 AH0427
 AH0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR529451(NAD 83)
 AH0427_MARKER: DB = BENCH MARK DISK
 AH0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0427_SP_SET: CULVERT
 AH0427_STAMPING: C 920 1945
 AH0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0427
 AH0427  HISTORY     - Date     Condition        Report By
 AH0427  HISTORY     - 1945     MONUMENTED       CGS
 AH0427  HISTORY     - 1949     GOOD             NGS
 AH0427
 AH0427                          STATION DESCRIPTION
 AH0427
 AH0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0427'3.3 MI SE FROM KING RANCH.
 AH0427'3.3 MILES SOUTHEAST ALONG A ROAD FROM THE LAURELES DIVISION
 AH0427'HEADQUARTERS OF THE KING RANCH, KLEBERG COUNTY, THENCE 1.4 MILES
 AH0427'NORTHEAST ALONG A ROAD FROM OUTLYING FIELD 12 (ABANDONED).  ON THE
 AH0427'KING RANCH, 16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AT A
 AH0427'CONCRETE CULVERT, IN THE NORTHWEST HEAD WALL, AND 10 INCHES HIGHER
 AH0427'THAN THE ROAD.  AN IRON DISK, STAMPED C 920 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0428 ***********************************************************************
 DN0428  DESIGNATION -  C 922
 DN0428  PID         -  DN0428
 DN0428  STATE/COUNTY-  TX/COLLIN
 DN0428  USGS QUAD   -  WYLIE (1973)
 DN0428
 DN0428                         *CURRENT SURVEY CONTROL
 DN0428  ___________________________________________________________________
 DN0428* NAD 83(1986)-  33 01 01.     (N)    096 31 39.     (W)     SCALED    
 DN0428* NAVD 88     -       155.981  (meters)     511.75   (feet)  ADJUSTED  
 DN0428  ___________________________________________________________________
 DN0428  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN0428  DYNAMIC HT  -         155.812 (meters)     511.19  (feet)  COMP
 DN0428  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DN0428
 DN0428  VERT ORDER  -  SECOND    CLASS 0
 DN0428
 DN0428.The horizontal coordinates were scaled from a topographic map and have
 DN0428.an estimated accuracy of +/- 6 seconds.
 DN0428
 DN0428.The orthometric height was determined by differential leveling
 DN0428.and adjusted by the National Geodetic Survey in June 1991..
 DN0428
 DN0428.The geoid height was determined by GEOID03.
 DN0428
 DN0428.The dynamic height is computed by dividing the NAVD 88
 DN0428.geopotential number by the normal gravity value computed on the
 DN0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0428.degrees latitude (g = 980.6199 gals.).
 DN0428
 DN0428.The modeled gravity was interpolated from observed gravity values.
 DN0428
 DN0428;                    North         East    Units  Estimated Accuracy
 DN0428;SPC TXNC     - 2,151,460.      784,270.      MT  (+/- 180 meters Scaled)
 DN0428
 DN0428                          SUPERSEDED SURVEY CONTROL
 DN0428
 DN0428  NGVD 29 (??/??/92)  155.992  (m)          511.78   (f) ADJ UNCH    2 0
 DN0428
 DN0428.Superseded values are not recommended for survey control.
 DN0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0428.See file dsdata.txt to determine how the superseded data were derived.
 DN0428
 DN0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB309558(NAD 83)
 DN0428_MARKER: DB = BENCH MARK DISK
 DN0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0428_STAMPING: C 922 1946
 DN0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0428+STABILITY: SURFACE MOTION
 DN0428
 DN0428  HISTORY     - Date     Condition        Report By
 DN0428  HISTORY     - 1946     MONUMENTED       CGS
 DN0428  HISTORY     - 1964     POOR             NGS
 DN0428  HISTORY     - 19910709 MARK NOT FOUND   USPSQD
 DN0428  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0428
 DN0428                          STATION DESCRIPTION
 DN0428
 DN0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DN0428'1.0 MI E FROM WYLIE.
 DN0428'1.0 MILE EAST ALONG OLD STATE HIGHWAY 78 FROM THE CITY WATER TOWER AT
 DN0428'WYLIE, JUST EAST OF A DIP IN THE HIGHWAY, 32.5 FEET NORTH OF THE
 DN0428'CENTERLINE OF THE HIGHWAY, 7.5 FEET WEST OF A GATE POST, 2 FEET SOUTH
 DN0428'OF A WIRE FENCE, AND 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 DN0428'STANDARD DISK, STAMPED C 922 1946 AND SET IN THE TOP OF A CONCRETE
 DN0428'POST.  THE HIGHWAY HAS BEEN CHANGED AND IT NOW BY PASSES THE BENCH
 DN0428'MARK.  TO REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAY 78
 DN0428'AND FARM ROAD 544 IN WYLIE, GO EAST ALONG STATE HIGHWAY 78 FOR 0.55
 DN0428'MILE TO A ROAD ON THE RIGHT.  TURN RIGHT, SOUTH-EASTERLY, GO 0.35 MILE
 DN0428'TO THE BENCH MARK.  NOTE-- IT IS SOLID IN THE GROUND BUT MAY HAVE BEEN
 DN0428'DISTURBED.  THE MARK SHOULD BE USED WITH CAUTION.
 DN0428
 DN0428                          STATION RECOVERY (1991)
 DN0428
 DN0428'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0428'MARK NOT FOUND.
 DN0428
 DN0428                          STATION RECOVERY (2005)
 DN0428
 DN0428'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0400 ***********************************************************************
 DN0400  DESIGNATION -  C 923
 DN0400  PID         -  DN0400
 DN0400  STATE/COUNTY-  TX/COLLIN
 DN0400  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0400
 DN0400                         *CURRENT SURVEY CONTROL
 DN0400  ___________________________________________________________________
 DN0400* NAD 83(1986)-  33 07 50.     (N)    096 38 39.     (W)     SCALED    
 DN0400* NAVD 88     -       203.080  (meters)     666.27   (feet)  ADJUSTED  
 DN0400  ___________________________________________________________________
 DN0400  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DN0400  DYNAMIC HT  -         202.858 (meters)     665.54  (feet)  COMP
 DN0400  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 DN0400
 DN0400  VERT ORDER  -  SECOND    CLASS 0
 DN0400
 DN0400.The horizontal coordinates were scaled from a topographic map and have
 DN0400.an estimated accuracy of +/- 6 seconds.
 DN0400
 DN0400.The orthometric height was determined by differential leveling
 DN0400.and adjusted by the National Geodetic Survey in June 1991..
 DN0400
 DN0400.The geoid height was determined by GEOID03.
 DN0400
 DN0400.The dynamic height is computed by dividing the NAVD 88
 DN0400.geopotential number by the normal gravity value computed on the
 DN0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0400.degrees latitude (g = 980.6199 gals.).
 DN0400
 DN0400.The modeled gravity was interpolated from observed gravity values.
 DN0400
 DN0400;                    North         East    Units  Estimated Accuracy
 DN0400;SPC TXNC     - 2,163,860.      773,150.      MT  (+/- 180 meters Scaled)
 DN0400
 DN0400                          SUPERSEDED SURVEY CONTROL
 DN0400
 DN0400  NGVD 29 (??/??/92)  203.095  (m)          666.32   (f) ADJ UNCH    2 0
 DN0400
 DN0400.Superseded values are not recommended for survey control.
 DN0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0400.See file dsdata.txt to determine how the superseded data were derived.
 DN0400
 DN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB197682(NAD 83)
 DN0400_MARKER: DB = BENCH MARK DISK
 DN0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0400_STAMPING: C 923 1946
 DN0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0400+STABILITY: SURFACE MOTION
 DN0400
 DN0400  HISTORY     - Date     Condition        Report By
 DN0400  HISTORY     - 1946     MONUMENTED       CGS
 DN0400  HISTORY     - 1954     GOOD             NGS
 DN0400  HISTORY     - 19910707 GOOD             USPSQD
 DN0400  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0400
 DN0400                          STATION DESCRIPTION
 DN0400
 DN0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0400'5.1 MI S FROM MCKINNEY.
 DN0400'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 DN0400'MCKINNEY, THENCE 3.85 MILES SOUTH ALONG U.S. HIGHWAY 75, 235 FEET
 DN0400'NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE WETSEL COURTS,
 DN0400'54.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF THE
 DN0400'NORTH END OF AN EVERGREEN HEDGE, 2.5 FEET SOUTH OF A WITNESS POST, SET
 DN0400'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 DN0400'GROUND.
 DN0400
 DN0400                          STATION RECOVERY (1991)
 DN0400
 DN0400'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0400'RECOVERED IN GOOD CONDITION.
 DN0400
 DN0400                          STATION RECOVERY (2005)
 DN0400
 DN0400'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1199 ***********************************************************************
 CS1199  DESIGNATION -  C 924
 CS1199  PID         -  CS1199
 CS1199  STATE/COUNTY-  TX/DALLAS
 CS1199  USGS QUAD   -  DALLAS (1981)
 CS1199
 CS1199                         *CURRENT SURVEY CONTROL
 CS1199  ___________________________________________________________________
 CS1199* NAD 83(1986)-  32 51 04.     (N)    096 45 54.     (W)     SCALED    
 CS1199* NAVD 88     -       184.092  (meters)     603.98   (feet)  ADJUSTED  
 CS1199  ___________________________________________________________________
 CS1199  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CS1199  DYNAMIC HT  -         183.885 (meters)     603.30  (feet)  COMP
 CS1199  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 CS1199
 CS1199  VERT ORDER  -  FIRST     CLASS II
 CS1199
 CS1199.The horizontal coordinates were scaled from a topographic map and have
 CS1199.an estimated accuracy of +/- 6 seconds.
 CS1199
 CS1199.The orthometric height was determined by differential leveling
 CS1199.and adjusted by the National Geodetic Survey in June 1991..
 CS1199.WARNING-Repeat measurements at this control monument indicate possible
 CS1199.vertical movement.
 CS1199
 CS1199.The geoid height was determined by GEOID03.
 CS1199
 CS1199.The dynamic height is computed by dividing the NAVD 88
 CS1199.geopotential number by the normal gravity value computed on the
 CS1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1199.degrees latitude (g = 980.6199 gals.).
 CS1199
 CS1199.The modeled gravity was interpolated from observed gravity values.
 CS1199
 CS1199;                    North         East    Units  Estimated Accuracy
 CS1199;SPC TXNC     - 2,132,680.      762,390.      MT  (+/- 180 meters Scaled)
 CS1199
 CS1199                          SUPERSEDED SURVEY CONTROL
 CS1199
 CS1199  NGVD 29 (??/??/92)  184.104  (m)          604.01   (f) ADJ UNCH    1 2
 CS1199
 CS1199.Superseded values are not recommended for survey control.
 CS1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1199.See file dsdata.txt to determine how the superseded data were derived.
 CS1199
 CS1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB091369(NAD 83)
 CS1199_MARKER: DB = BENCH MARK DISK
 CS1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1199_STAMPING: C 924 1946
 CS1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1199+STABILITY: SURFACE MOTION
 CS1199
 CS1199  HISTORY     - Date     Condition        Report By
 CS1199  HISTORY     - 1946     MONUMENTED       CGS
 CS1199  HISTORY     - 1958     GOOD             NGS
 CS1199  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CS1199
 CS1199                          STATION DESCRIPTION
 CS1199
 CS1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1199'5.7 MI NE FROM DALLAS.
 CS1199'THIS MARK IS IN THE SOUTHEAST CORNER OF A GOLF COURSE AND PUTTING
 CS1199'RANGE, 2 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF LOVERS LANE AND
 CS1199'ABOUT 0.2 MILE EAST OF THE INTERSECTION OF LOVERS LANE AND GREENVILLE
 CS1199'AVE.  IT IS 3 FEET NORTHWEST OF A POWER POLE AND ABOUT 15 YARDS WEST
 CS1199'OF THE SOUTHEAST CORNER OF THE GOLF COURSE.  A STANDARD DISK STAMPED C
 CS1199'924 1946 IN A CONCRETE POST PROJECTING ABOUT 1 FOOT. NOTE-- MUSTANG
 CS1199'AIRPORT NO LONGER EXISTS.
 CS1199
 CS1199                          STATION RECOVERY (1984)
 CS1199
 CS1199'RECOVERY NOTE BY US POWER SQUADRON 1984
 CS1199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0225 ***********************************************************************
 DN0225  DESIGNATION -  C 926
 DN0225  PID         -  DN0225
 DN0225  STATE/COUNTY-  TX/HUNT
 DN0225  USGS QUAD   -  GREENVILLE SW (1962)
 DN0225
 DN0225                         *CURRENT SURVEY CONTROL
 DN0225  ___________________________________________________________________
 DN0225* NAD 83(1986)-  33 06 14.     (N)    096 14 10.     (W)     SCALED    
 DN0225* NAVD 88     -       173.672  (meters)     569.79   (feet)  ADJUSTED  
 DN0225  ___________________________________________________________________
 DN0225  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DN0225  DYNAMIC HT  -         173.483 (meters)     569.17  (feet)  COMP
 DN0225  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 DN0225
 DN0225  VERT ORDER  -  SECOND    CLASS 0
 DN0225
 DN0225.The horizontal coordinates were scaled from a topographic map and have
 DN0225.an estimated accuracy of +/- 6 seconds.
 DN0225
 DN0225.The orthometric height was determined by differential leveling
 DN0225.and adjusted by the National Geodetic Survey in June 1991..
 DN0225
 DN0225.The geoid height was determined by GEOID03.
 DN0225
 DN0225.The dynamic height is computed by dividing the NAVD 88
 DN0225.geopotential number by the normal gravity value computed on the
 DN0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0225.degrees latitude (g = 980.6199 gals.).
 DN0225
 DN0225.The modeled gravity was interpolated from observed gravity values.
 DN0225
 DN0225;                    North         East    Units  Estimated Accuracy
 DN0225;SPC TXNC     - 2,161,650.      811,280.      MT  (+/- 180 meters Scaled)
 DN0225
 DN0225                          SUPERSEDED SURVEY CONTROL
 DN0225
 DN0225  NGVD 29 (??/??/92)  173.653  (m)          569.73   (f) ADJ UNCH    2 0
 DN0225
 DN0225.Superseded values are not recommended for survey control.
 DN0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0225.See file dsdata.txt to determine how the superseded data were derived.
 DN0225
 DN0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB579662(NAD 83)
 DN0225_MARKER: DB = BENCH MARK DISK
 DN0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0225_STAMPING: C 926 1946
 DN0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0225+STABILITY: SURFACE MOTION
 DN0225
 DN0225  HISTORY     - Date     Condition        Report By
 DN0225  HISTORY     - 1946     MONUMENTED       CGS
 DN0225  HISTORY     - 19940422 MARK NOT FOUND   USPSQD
 DN0225
 DN0225                          STATION DESCRIPTION
 DN0225
 DN0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0225'3.7 MI S FROM FLOYD.
 DN0225'3.7 MILES SOUTH ALONG A GRADED ROAD FROM THE METHODIST CHURCH AT
 DN0225'FLOYD.  THE MARK IS SET AT THE RAILROAD CROSSING AT THE ST. LOUIS AND
 DN0225'SOUTHWESTERN RAILROAD FLAG STATION AT CLINTON.  73.4 FEET SOUTHEAST OF
 DN0225'THE CENTER OF THE RAILROAD CROSSING, 55.4 FEET EAST OF THE CENTER LINE
 DN0225'OF THE GRADED ROAD, 40.9 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 DN0225'TRACK, 6.8 FEET WEST OF A TELEPHONE POLE, 3.4 FEET WEST OF A WHITE 4X4
 DN0225'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0225
 DN0225                          STATION RECOVERY (1994)
 DN0225
 DN0225'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0010 ***********************************************************************
 CS0010  DESIGNATION -  C 927
 CS0010  PID         -  CS0010
 CS0010  STATE/COUNTY-  TX/ROCKWALL
 CS0010  USGS QUAD   -  ROYSE CITY (1963)
 CS0010
 CS0010                         *CURRENT SURVEY CONTROL
 CS0010  ___________________________________________________________________
 CS0010* NAD 83(1986)-  32 56 56.     (N)    096 22 23.     (W)     SCALED    
 CS0010* NAVD 88     -       168.18   (+/-2cm)     551.8    (feet)  VERTCON   
 CS0010  ___________________________________________________________________
 CS0010  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0010
 CS0010  VERT ORDER  -  FIRST     CLASS II (See Below)
 CS0010
 CS0010.The horizontal coordinates were scaled from a topographic map and have
 CS0010.an estimated accuracy of +/- 6 seconds.
 CS0010
 CS0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0010.The vertical order pertains to the NGVD 29 superseded value.
 CS0010
 CS0010.The geoid height was determined by GEOID03.
 CS0010
 CS0010;                    North         East    Units  Estimated Accuracy
 CS0010;SPC TXNC     - 2,144,200.      798,850.      MT  (+/- 180 meters Scaled)
 CS0010
 CS0010                          SUPERSEDED SURVEY CONTROL
 CS0010
 CS0010  NGVD 29 (??/??/92)  168.181  (m)          551.77   (f) ADJ UNCH    1 2
 CS0010
 CS0010.Superseded values are not recommended for survey control.
 CS0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0010.See file dsdata.txt to determine how the superseded data were derived.
 CS0010
 CS0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB455486(NAD 83)
 CS0010_MARKER: DB = BENCH MARK DISK
 CS0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0010_STAMPING: C 927 1946
 CS0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0010+STABILITY: SURFACE MOTION
 CS0010
 CS0010  HISTORY     - Date     Condition        Report By
 CS0010  HISTORY     - 1946     MONUMENTED       CGS
 CS0010  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0010  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0010
 CS0010                          STATION DESCRIPTION
 CS0010
 CS0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0010'3.0 MI SW FROM ROYCE CITY.
 CS0010'3.0 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 CS0010'THE STATION AT ROYCE CITY.  90.2 FEET SOUTHWEST OF THE CENTER OF A
 CS0010'RAILROAD CROSSING, 42.8 FEET EAST OF THE EAST RAIL, 30.6 FEET WEST OF
 CS0010'THE CENTER LINE OF THE ROAD, 3.2 FEET NORTH OF A TELEPHONE POLE, 2.5
 CS0010'FEET SOUTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP
 CS0010'OF A CONCRETE POST.  MARK IS STAMPED C 927 1946.  NOTE-- MARK IS
 CS0010'PROBABLY STILL PRESENT BUT IS BURIED.
 CS0010
 CS0010                          STATION RECOVERY (1962)
 CS0010
 CS0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0010'MARK NOT FOUND.
 CS0010
 CS0010                          STATION RECOVERY (1986)
 CS0010
 CS0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0030 ***********************************************************************
 CS0030  DESIGNATION -  C 928 RESET 1951
 CS0030  PID         -  CS0030
 CS0030  STATE/COUNTY-  TX/ROCKWALL
 CS0030  USGS QUAD   -  ROYSE CITY (1963)
 CS0030
 CS0030                         *CURRENT SURVEY CONTROL
 CS0030  ___________________________________________________________________
 CS0030* NAD 83(1986)-  32 58 15.     (N)    096 19 10.     (W)     SCALED    
 CS0030* NAVD 88     -       159.46   (+/-2cm)     523.2    (feet)  VERTCON   
 CS0030  ___________________________________________________________________
 CS0030  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0030
 CS0030  VERT ORDER  -  THIRD (See Below)
 CS0030
 CS0030.The horizontal coordinates were scaled from a topographic map and have
 CS0030.an estimated accuracy of +/- 6 seconds.
 CS0030
 CS0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0030.The vertical order pertains to the NGVD 29 superseded value.
 CS0030
 CS0030.The geoid height was determined by GEOID03.
 CS0030
 CS0030;                    North         East    Units  Estimated Accuracy
 CS0030;SPC TXNC     - 2,146,730.      803,810.      MT  (+/- 180 meters Scaled)
 CS0030
 CS0030                          SUPERSEDED SURVEY CONTROL
 CS0030
 CS0030  NGVD 29 (01/29/03)  159.45   (m)          523.1    (f) RESET       3  
 CS0030
 CS0030.Superseded values are not recommended for survey control.
 CS0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0030.See file dsdata.txt to determine how the superseded data were derived.
 CS0030
 CS0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB505512(NAD 83)
 CS0030_MARKER: DB = BENCH MARK DISK
 CS0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0030_STAMPING: C 928 RESET 1951
 CS0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0030+STABILITY: SURFACE MOTION
 CS0030
 CS0030  HISTORY     - Date     Condition        Report By
 CS0030  HISTORY     - 1951     MONUMENTED       CGS
 CS0030  HISTORY     - 19920825 MARK NOT FOUND   USPSQD
 CS0030
 CS0030                          STATION DESCRIPTION
 CS0030
 CS0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS0030'0.9 MI SE FROM ROYSE CITY.
 CS0030'0.9 MILE SOUTHEAST ALONG FARM TO MARKET HIGHWAY NO. 1396 FROM THE CITY
 CS0030'HALL IN ROYSE CITY, ROCKWALL COUNTY, ABOUT 40 FEET SOUTH OF THE
 CS0030'CENTERLINE OF THE HIGHWAY, IN THE SOUTH RIGHT-OF-WAY LINE, 33 FEET
 CS0030'WEST OF A STOCK LOADING CHUTE, 7 FEET NORTHEAST OF A FENCE CORNER AND
 CS0030'27 FEET EAST OF A POWER POLE.  IT IS IN THE EAST BASE OF A SMALL LEVEE
 CS0030'WHICH EXTENDS TO THE SOUTH AND AT THE EAST END OF A ROW OF SHACK
 CS0030'DWELLINGS.  A STANDARD DISK STAMPED C 928 RESET 1951 AND SET IN A
 CS0030'CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
 CS0030
 CS0030                          STATION RECOVERY (1992)
 CS0030
 CS0030'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0050 ***********************************************************************
 CS0050  DESIGNATION -  C 929
 CS0050  PID         -  CS0050
 CS0050  STATE/COUNTY-  TX/ROCKWALL
 CS0050  USGS QUAD   -  ROYSE CITY (1963)
 CS0050
 CS0050                         *CURRENT SURVEY CONTROL
 CS0050  ___________________________________________________________________
 CS0050* NAD 83(1986)-  32 52 37.     (N)    096 19 14.     (W)     SCALED    
 CS0050* NAVD 88     -       166.752  (meters)     547.09   (feet)  ADJUSTED  
 CS0050  ___________________________________________________________________
 CS0050  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CS0050  DYNAMIC HT  -         166.569 (meters)     546.49  (feet)  COMP
 CS0050  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 CS0050
 CS0050  VERT ORDER  -  SECOND    CLASS 0
 CS0050
 CS0050.The horizontal coordinates were scaled from a topographic map and have
 CS0050.an estimated accuracy of +/- 6 seconds.
 CS0050
 CS0050.The orthometric height was determined by differential leveling
 CS0050.and adjusted by the National Geodetic Survey in June 1991..
 CS0050
 CS0050.The geoid height was determined by GEOID03.
 CS0050
 CS0050.The dynamic height is computed by dividing the NAVD 88
 CS0050.geopotential number by the normal gravity value computed on the
 CS0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0050.degrees latitude (g = 980.6199 gals.).
 CS0050
 CS0050.The modeled gravity was interpolated from observed gravity values.
 CS0050
 CS0050;                    North         East    Units  Estimated Accuracy
 CS0050;SPC TXNC     - 2,136,320.      803,920.      MT  (+/- 180 meters Scaled)
 CS0050
 CS0050                          SUPERSEDED SURVEY CONTROL
 CS0050
 CS0050  NGVD 29 (??/??/92)  166.759  (m)          547.11   (f) ADJ UNCH    2 0
 CS0050
 CS0050.Superseded values are not recommended for survey control.
 CS0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0050.See file dsdata.txt to determine how the superseded data were derived.
 CS0050
 CS0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB506408(NAD 83)
 CS0050_MARKER: DB = BENCH MARK DISK
 CS0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0050_STAMPING: C 929 1946
 CS0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0050+STABILITY: SURFACE MOTION
 CS0050
 CS0050  HISTORY     - Date     Condition        Report By
 CS0050  HISTORY     - 1946     MONUMENTED       CGS
 CS0050  HISTORY     - 20051031 POOR             BOHAN
 CS0050
 CS0050                          STATION DESCRIPTION
 CS0050
 CS0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0050'4.1 MI NE FROM CHISHOLM.
 CS0050'4.1 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CS0050'CHISHOLM, AT A ROAD JUNCTION, 51 FEET NORTHWEST OF A POWERLINE POLE,
 CS0050'29 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHEAST-AND-SOUTHWEST
 CS0050'ROAD, 28 FEET NORTHEAST OF THE CENTERLINE OF THE
 CS0050'NORTHWEST-AND-SOUTHEAST ROAD, IN A FENCE CORNER, 12 FEET NORTHWEST OF
 CS0050'THE FENCE LEADING NORTHEAST, 8 FEET NORTHEAST OF THE FENCE LEADING
 CS0050'NORTHWEST, AND 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A
 CS0050'STANDARD DISK, STAMPED C 929 1946 AND SET IN THE TOP OF A CONCRETE
 CS0050'POST.
 CS0050
 CS0050                          STATION RECOVERY (2005)
 CS0050
 CS0050'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0050'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0064 ***********************************************************************
 CS0064  DESIGNATION -  C 930
 CS0064  PID         -  CS0064
 CS0064  STATE/COUNTY-  TX/KAUFMAN
 CS0064  USGS QUAD   -  TERRELL NORTH (1962)
 CS0064
 CS0064                         *CURRENT SURVEY CONTROL
 CS0064  ___________________________________________________________________
 CS0064* NAD 83(1986)-  32 48 18.     (N)    096 20 36.     (W)     SCALED    
 CS0064* NAVD 88     -       156.295  (meters)     512.78   (feet)  ADJUSTED  
 CS0064  ___________________________________________________________________
 CS0064  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0064  DYNAMIC HT  -         156.123 (meters)     512.21  (feet)  COMP
 CS0064  MODELED GRAV-     979,534.5   (mgal)                       NAVD 88
 CS0064
 CS0064  VERT ORDER  -  SECOND    CLASS 0
 CS0064
 CS0064.The horizontal coordinates were scaled from a topographic map and have
 CS0064.an estimated accuracy of +/- 6 seconds.
 CS0064
 CS0064.The orthometric height was determined by differential leveling
 CS0064.and adjusted by the National Geodetic Survey in June 1991..
 CS0064
 CS0064.The geoid height was determined by GEOID03.
 CS0064
 CS0064.The dynamic height is computed by dividing the NAVD 88
 CS0064.geopotential number by the normal gravity value computed on the
 CS0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0064.degrees latitude (g = 980.6199 gals.).
 CS0064
 CS0064.The modeled gravity was interpolated from observed gravity values.
 CS0064
 CS0064;                    North         East    Units  Estimated Accuracy
 CS0064;SPC TXNC     - 2,128,300.      801,950.      MT  (+/- 180 meters Scaled)
 CS0064
 CS0064                          SUPERSEDED SURVEY CONTROL
 CS0064
 CS0064  NGVD 29 (??/??/92)  156.309  (m)          512.82   (f) ADJ UNCH    2 0
 CS0064
 CS0064.Superseded values are not recommended for survey control.
 CS0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0064.See file dsdata.txt to determine how the superseded data were derived.
 CS0064
 CS0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB487327(NAD 83)
 CS0064_MARKER: DB = BENCH MARK DISK
 CS0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0064_SP_SET: CULVERT
 CS0064_STAMPING: C 930 1946
 CS0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0064
 CS0064  HISTORY     - Date     Condition        Report By
 CS0064  HISTORY     - 1946     MONUMENTED       CGS
 CS0064
 CS0064                          STATION DESCRIPTION
 CS0064
 CS0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0064'6.0 MI NW FROM TERRELL.
 CS0064'6.0 MILES NORTHWEST ALONG STATE HIGHWAY 205 FROM THE POST OFFICE AT
 CS0064'TERRELL, 0.1 MILE WEST OF THE CROSSING OF A POWERLINE, 22 FEET
 CS0064'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT, IN
 CS0064'THE TOP OF THE NORTHEAST HEADWALL, AND 1 FOOT SOUTHWEST OF THE
 CS0064'NORTHWEST END OF THE HEADWALL.  A STANDARD DISK, STAMPED C 930 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1587 ***********************************************************************
 CS1587  DESIGNATION -  C 931
 CS1587  PID         -  CS1587
 CS1587  STATE/COUNTY-  TX/TARRANT
 CS1587  USGS QUAD   -  HALTOM CITY (1981)
 CS1587
 CS1587                         *CURRENT SURVEY CONTROL
 CS1587  ___________________________________________________________________
 CS1587* NAD 83(1986)-  32 46 22.     (N)    097 21 49.     (W)     SCALED    
 CS1587* NAVD 88     -       178.412  (meters)     585.34   (feet)  ADJUSTED  
 CS1587  ___________________________________________________________________
 CS1587  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS1587  DYNAMIC HT  -         178.203 (meters)     584.65  (feet)  COMP
 CS1587  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 CS1587
 CS1587  VERT ORDER  -  FIRST     CLASS II
 CS1587
 CS1587.The horizontal coordinates were scaled from a topographic map and have
 CS1587.an estimated accuracy of +/- 6 seconds.
 CS1587
 CS1587.The orthometric height was determined by differential leveling
 CS1587.and adjusted by the National Geodetic Survey in June 1991..
 CS1587
 CS1587.The geoid height was determined by GEOID03.
 CS1587
 CS1587.The dynamic height is computed by dividing the NAVD 88
 CS1587.geopotential number by the normal gravity value computed on the
 CS1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1587.degrees latitude (g = 980.6199 gals.).
 CS1587
 CS1587.The modeled gravity was interpolated from observed gravity values.
 CS1587
 CS1587;                    North         East    Units  Estimated Accuracy
 CS1587;SPC TXNC     - 2,123,230.      706,460.      MT  (+/- 180 meters Scaled)
 CS1587
 CS1587                          SUPERSEDED SURVEY CONTROL
 CS1587
 CS1587  NGVD 29 (??/??/92)  178.411  (m)          585.34   (f) ADJ UNCH    1 2
 CS1587
 CS1587.Superseded values are not recommended for survey control.
 CS1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1587.See file dsdata.txt to determine how the superseded data were derived.
 CS1587
 CS1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB532272(NAD 83)
 CS1587_MARKER: DB = BENCH MARK DISK
 CS1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1587_STAMPING: C 931 1946
 CS1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1587+STABILITY: SURFACE MOTION
 CS1587
 CS1587  HISTORY     - Date     Condition        Report By
 CS1587  HISTORY     - 1946     MONUMENTED       CGS
 CS1587  HISTORY     - 1956     GOOD             NGS
 CS1587  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CS1587  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1587  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1587  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1587
 CS1587                          STATION DESCRIPTION
 CS1587
 CS1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1587'IN FORT WORTH.
 CS1587'2.1 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, ALONG THE
 CS1587'JACKSBORO HIGHWAY, 2653 FEET NORTHWEST OF THE CENTER LINE OF NORTHWEST
 CS1587'12TH STREET, 260 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE TO THE
 CS1587'MIDGET AUTO SPEEDWAY, IN THE CENTER OF THE PARKWAY OF THE JACKSBORO
 CS1587'HIGHWAY, 2 FEET NORTHWEST OF THE CURB LINE AT THE BEGINNING OF THE
 CS1587'PARKWAY.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 CS1587'FLUSH WITH THE GROUND.
 CS1587
 CS1587                          STATION RECOVERY (1956)
 CS1587
 CS1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CS1587'RECOVERED IN GOOD CONDITION.
 CS1587
 CS1587                          STATION RECOVERY (1984)
 CS1587
 CS1587'RECOVERY NOTE BY US POWER SQUADRON 1984 (GF)
 CS1587'MARK NOT FOUND.
 CS1587
 CS1587                          STATION RECOVERY (1984)
 CS1587
 CS1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1587'MARK NOT FOUND.
 CS1587
 CS1587                          STATION RECOVERY (1995)
 CS1587
 CS1587'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1587'MARK NOT FOUND.
 CS1587
 CS1587                          STATION RECOVERY (1996)
 CS1587
 CS1587'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1705 ***********************************************************************
 CS1705  DESIGNATION -  C 932
 CS1705  PID         -  CS1705
 CS1705  STATE/COUNTY-  TX/TARRANT
 CS1705  USGS QUAD   -  HALTOM CITY (1981)
 CS1705
 CS1705                         *CURRENT SURVEY CONTROL
 CS1705  ___________________________________________________________________
 CS1705* NAD 83(1986)-  32 46 11.     (N)    097 18 04.     (W)     SCALED    
 CS1705* NAVD 88     -       170.028  (meters)     557.83   (feet)  ADJUSTED  
 CS1705  ___________________________________________________________________
 CS1705  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1705  DYNAMIC HT  -         169.829 (meters)     557.18  (feet)  COMP
 CS1705  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 CS1705
 CS1705  VERT ORDER  -  FIRST     CLASS II
 CS1705
 CS1705.The horizontal coordinates were scaled from a topographic map and have
 CS1705.an estimated accuracy of +/- 6 seconds.
 CS1705
 CS1705.The orthometric height was determined by differential leveling
 CS1705.and adjusted by the National Geodetic Survey in June 1991..
 CS1705
 CS1705.The geoid height was determined by GEOID03.
 CS1705
 CS1705.The dynamic height is computed by dividing the NAVD 88
 CS1705.geopotential number by the normal gravity value computed on the
 CS1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1705.degrees latitude (g = 980.6199 gals.).
 CS1705
 CS1705.The modeled gravity was interpolated from observed gravity values.
 CS1705
 CS1705;                    North         East    Units  Estimated Accuracy
 CS1705;SPC TXNC     - 2,122,960.      712,320.      MT  (+/- 180 meters Scaled)
 CS1705
 CS1705                          SUPERSEDED SURVEY CONTROL
 CS1705
 CS1705  NGVD 29 (??/??/92)  170.027  (m)          557.83   (f) ADJ UNCH    1 2
 CS1705
 CS1705.Superseded values are not recommended for survey control.
 CS1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1705.See file dsdata.txt to determine how the superseded data were derived.
 CS1705
 CS1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB591270(NAD 83)
 CS1705_MARKER: DB = BENCH MARK DISK
 CS1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1705_STAMPING: C 932 1946 557.830
 CS1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1705+STABILITY: SURFACE MOTION
 CS1705
 CS1705  HISTORY     - Date     Condition        Report By
 CS1705  HISTORY     - 1946     MONUMENTED       CGS
 CS1705  HISTORY     - 1964     MARK NOT FOUND   NGS
 CS1705  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1705  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1705  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1705
 CS1705                          STATION DESCRIPTION
 CS1705
 CS1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS1705'IN FORT WORTH.
 CS1705'ABOUT 2.0 MILES EAST-NORTHEAST OF THE COUNTY COURT HOUSE IN FORT
 CS1705'WORTH, IN THE NORTHEAST CORNER OF THE INTERSECTION OF RIVERSIDE DRIVE
 CS1705'AND NOBLE AVENUE, 20 FEET EAST OF THE CENTER LINE OF RIVERSIDE, 33
 CS1705'FEET NORTH OF THE CENTER LINE OF NOBLE, 3 FEET EAST OF THE EAST CURVE
 CS1705'OF RIVERSIDE AND 3 FEET WEST OF THE WEST EDGE OF THE WALK ALONG THE
 CS1705'EAST SIDE OF RIVERSIDE AND EAST OF A SCHOOL YARD, 6 FEET NORTH OF THE
 CS1705'NORTH EDGE OF THE WALK ALONG THE NORTH SIDE OF NOBLE.  IT IS A
 CS1705'STANDARD DISK STAMPED C 932 1946 557.830 IN A CONCRETE POST WHICH IS
 CS1705'ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  NOTE-- THE EAST SIDE
 CS1705'OF NORTH RIVERSIDE DRIVE HAS BEEN RECONSTRUCTED AND A NEW LANE ADDED
 CS1705'TO THE STREET.  IT IS BELIEVED THE MARK IS UNDER THE STREET OR HAS
 CS1705'BEEN DESTROYED.
 CS1705
 CS1705                          STATION RECOVERY (1984)
 CS1705
 CS1705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1705'MARK NOT FOUND.
 CS1705
 CS1705                          STATION RECOVERY (1989)
 CS1705
 CS1705'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLS)
 CS1705'MARK NOT FOUND.
 CS1705
 CS1705                          STATION RECOVERY (1995)
 CS1705
 CS1705'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0101 ***********************************************************************
 BZ0101  DESIGNATION -  C 934
 BZ0101  PID         -  BZ0101
 BZ0101  STATE/COUNTY-  TX/FREESTONE
 BZ0101  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0101
 BZ0101                         *CURRENT SURVEY CONTROL
 BZ0101  ___________________________________________________________________
 BZ0101* NAD 83(1986)-  31 38 59.     (N)    096 17 36.     (W)     SCALED    
 BZ0101* NAVD 88     -       145.500  (meters)     477.36   (feet)  ADJUSTED  
 BZ0101  ___________________________________________________________________
 BZ0101  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0101  DYNAMIC HT  -         145.325 (meters)     476.79  (feet)  COMP
 BZ0101  MODELED GRAV-     979,437.8   (mgal)                       NAVD 88
 BZ0101
 BZ0101  VERT ORDER  -  SECOND    CLASS 0
 BZ0101
 BZ0101.The horizontal coordinates were scaled from a topographic map and have
 BZ0101.an estimated accuracy of +/- 6 seconds.
 BZ0101
 BZ0101.The orthometric height was determined by differential leveling
 BZ0101.and adjusted by the National Geodetic Survey in June 1991..
 BZ0101
 BZ0101.The geoid height was determined by GEOID03.
 BZ0101
 BZ0101.The dynamic height is computed by dividing the NAVD 88
 BZ0101.geopotential number by the normal gravity value computed on the
 BZ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0101.degrees latitude (g = 980.6199 gals.).
 BZ0101
 BZ0101.The modeled gravity was interpolated from observed gravity values.
 BZ0101
 BZ0101;                    North         East    Units  Estimated Accuracy
 BZ0101;SPC TX C     - 3,226,800.    1,083,090.      MT  (+/- 180 meters Scaled)
 BZ0101
 BZ0101                          SUPERSEDED SURVEY CONTROL
 BZ0101
 BZ0101  NGVD 29 (??/??/92)  145.488  (m)          477.32   (f) ADJ UNCH    2 0
 BZ0101
 BZ0101.Superseded values are not recommended for survey control.
 BZ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0101.See file dsdata.txt to determine how the superseded data were derived.
 BZ0101
 BZ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA566047(NAD 83)
 BZ0101_MARKER: DB = BENCH MARK DISK
 BZ0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0101_SP_SET: CULVERT
 BZ0101_STAMPING: C 934 1948
 BZ0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0101
 BZ0101  HISTORY     - Date     Condition        Report By
 BZ0101  HISTORY     - 1948     MONUMENTED       CGS
 BZ0101  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0101
 BZ0101                          STATION DESCRIPTION
 BZ0101
 BZ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0101'1.65 MI NW FROM TEAGUE.
 BZ0101'1.65 MILES NORTHWEST ALONG U.S. HIGHWAY NO.84 FROM THE POST OFFICE AT
 BZ0101'TEAGUE, AT A DIRT T-ROAD AND A CURVE IN THE HIGHWAY, 17.1 FEET
 BZ0101'NORTHEAST AND LEVEL WITH THE CENTER OF THE HIGHWAY, 8.5 FEET NORTHEAST
 BZ0101'OF THE EXTENDED CENTER OF THE DIRT ROAD, IN THE TOP OF THE NORTHWEST
 BZ0101'END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT AND SET IN A DRILL
 BZ0101'HOLE.
 BZ0101
 BZ0101                          STATION RECOVERY (1963)
 BZ0101
 BZ0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0126 ***********************************************************************
 BZ0126  DESIGNATION -  C 935
 BZ0126  PID         -  BZ0126
 BZ0126  STATE/COUNTY-  TX/LIMESTONE
 BZ0126  USGS QUAD   -  MEXIA (1982)
 BZ0126
 BZ0126                         *CURRENT SURVEY CONTROL
 BZ0126  ___________________________________________________________________
 BZ0126* NAD 83(1986)-  31 38 10.     (N)    096 26 34.     (W)     SCALED    
 BZ0126* NAVD 88     -       158.62   (+/-2cm)     520.4    (feet)  VERTCON   
 BZ0126  ___________________________________________________________________
 BZ0126  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0126
 BZ0126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0126
 BZ0126.The horizontal coordinates were scaled from a topographic map and have
 BZ0126.an estimated accuracy of +/- 6 seconds.
 BZ0126
 BZ0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0126.The vertical order pertains to the NGVD 29 superseded value.
 BZ0126
 BZ0126.The geoid height was determined by GEOID03.
 BZ0126
 BZ0126;                    North         East    Units  Estimated Accuracy
 BZ0126;SPC TX C     - 3,224,780.    1,068,980.      MT  (+/- 180 meters Scaled)
 BZ0126
 BZ0126                          SUPERSEDED SURVEY CONTROL
 BZ0126
 BZ0126  NGVD 29 (??/??/92)  158.595  (m)          520.32   (f) ADJ UNCH    2 0
 BZ0126
 BZ0126.Superseded values are not recommended for survey control.
 BZ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0126.See file dsdata.txt to determine how the superseded data were derived.
 BZ0126
 BZ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA425029(NAD 83)
 BZ0126_MARKER: DB = BENCH MARK DISK
 BZ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0126_STAMPING: C 935 1948
 BZ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0126+STABILITY: SURFACE MOTION
 BZ0126
 BZ0126  HISTORY     - Date     Condition        Report By
 BZ0126  HISTORY     - 1948     MONUMENTED       CGS
 BZ0126  HISTORY     - 1958     GOOD             USGS
 BZ0126
 BZ0126                          STATION DESCRIPTION
 BZ0126
 BZ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0126'4.25 MI SE FROM MEXIA.
 BZ0126'0.5 MILE EAST ALONG COMMERCE STREET FROM THE TEXAS AND NEW ORLEANS
 BZ0126'RAILROAD STATION AT MEXIA, THENCE 3.75 MILES SOUTHEAST ALONG ROSS
 BZ0126'STREET AND THE MEXIA-TEAGUE ROAD, AT A CURVE IN THE ROAD, 118.8 FEET
 BZ0126'NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 26.5 FEET SOUTH OF
 BZ0126'A POWER POLE, 24.3 FEET WEST AND ABOUT 1.0 FOOT BELOW THE CENTER OF
 BZ0126'THE ROAD, 2.2 FEET NORTH OF A FENCE POST, 1.5 FEET SOUTH OF A WITNESS
 BZ0126'POST, 1.2 FEET EAST OF A BARB WIRE FENCE AND SET IN THE TOP OF A
 BZ0126'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
 BZ0126
 BZ0126                          STATION RECOVERY (1958)
 BZ0126
 BZ0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BZ0126'THIS MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MEXIA-
 BZ0126'TEAGUE ROAD AS DESCRIBED IS NOW A DIRT ROAD, HAVING BEEN REPLACED BY
 BZ0126'AN F. M. ROAD NO. 1365 OVER A DIFFERENT ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0105 ***********************************************************************
 BZ0105  DESIGNATION -  C 936
 BZ0105  PID         -  BZ0105
 BZ0105  STATE/COUNTY-  TX/FREESTONE
 BZ0105  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0105
 BZ0105                         *CURRENT SURVEY CONTROL
 BZ0105  ___________________________________________________________________
 BZ0105* NAD 83(1986)-  31 42 11.     (N)    096 19 40.     (W)     SCALED    
 BZ0105* NAVD 88     -       152.637  (meters)     500.78   (feet)  ADJUSTED  
 BZ0105  ___________________________________________________________________
 BZ0105  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0105  DYNAMIC HT  -         152.456 (meters)     500.18  (feet)  COMP
 BZ0105  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 BZ0105
 BZ0105  VERT ORDER  -  SECOND    CLASS 0
 BZ0105
 BZ0105.The horizontal coordinates were scaled from a topographic map and have
 BZ0105.an estimated accuracy of +/- 6 seconds.
 BZ0105
 BZ0105.The orthometric height was determined by differential leveling
 BZ0105.and adjusted by the National Geodetic Survey in June 1991..
 BZ0105
 BZ0105.The geoid height was determined by GEOID03.
 BZ0105
 BZ0105.The dynamic height is computed by dividing the NAVD 88
 BZ0105.geopotential number by the normal gravity value computed on the
 BZ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0105.degrees latitude (g = 980.6199 gals.).
 BZ0105
 BZ0105.The modeled gravity was interpolated from observed gravity values.
 BZ0105
 BZ0105;                    North         East    Units  Estimated Accuracy
 BZ0105;SPC TX C     - 3,232,590.    1,079,610.      MT  (+/- 180 meters Scaled)
 BZ0105
 BZ0105                          SUPERSEDED SURVEY CONTROL
 BZ0105
 BZ0105  NGVD 29 (??/??/92)  152.624  (m)          500.73   (f) ADJ UNCH    2 0
 BZ0105
 BZ0105.Superseded values are not recommended for survey control.
 BZ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0105.See file dsdata.txt to determine how the superseded data were derived.
 BZ0105
 BZ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA532106(NAD 83)
 BZ0105_MARKER: DB = BENCH MARK DISK
 BZ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0105_STAMPING: C 936 1948
 BZ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0105+STABILITY: SURFACE MOTION
 BZ0105
 BZ0105  HISTORY     - Date     Condition        Report By
 BZ0105  HISTORY     - 1948     MONUMENTED       CGS
 BZ0105  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0105
 BZ0105                          STATION DESCRIPTION
 BZ0105
 BZ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0105'5.85 MI NW FROM TEAGUE.
 BZ0105'1.65 MILES NORTHWEST ALONG U.S. HIGHWAY NO.84 FROM THE POST OFFICE AT
 BZ0105'TEAGUE, THENCE 4.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 118.3
 BZ0105'FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 115.0 FEET
 BZ0105'NORTHEAST OF THE NORTHEAST RAIL OF THE BURLINGTON-ROCK ISLAND
 BZ0105'RAILROAD, 30.4 FEET NORTHEAST AND ABOUT 1.0 FOOT BELOW THE CENTER OF
 BZ0105'THE ROAD, 7.4 FEET NORTHWEST OF A FENCE CORNER POST, 1.5 FEET
 BZ0105'SOUTHEAST OF A WITNESS POST, 1.0 FOOT SOUTHWEST OF A WOVEN WIRE FENCE
 BZ0105'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BZ0105'GROUND.
 BZ0105
 BZ0105                          STATION RECOVERY (2002)
 BZ0105
 BZ0105'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0105'HIGH PRESSURE UNDERGROUND LIQUID PETROLEUM GAS LINE PLACED IN AREA
 BZ0105'DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0063 ***********************************************************************
 BZ0063  DESIGNATION -  C 937
 BZ0063  PID         -  BZ0063
 BZ0063  STATE/COUNTY-  TX/FREESTONE
 BZ0063  USGS QUAD   -  WORTHAM (1982)
 BZ0063
 BZ0063                         *CURRENT SURVEY CONTROL
 BZ0063  ___________________________________________________________________
 BZ0063* NAD 83(1986)-  31 47 16.     (N)    096 26 59.     (W)     SCALED    
 BZ0063* NAVD 88     -       144.828  (meters)     475.16   (feet)  ADJUSTED  
 BZ0063  ___________________________________________________________________
 BZ0063  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 BZ0063  DYNAMIC HT  -         144.657 (meters)     474.60  (feet)  COMP
 BZ0063  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 BZ0063
 BZ0063  VERT ORDER  -  SECOND    CLASS 0
 BZ0063
 BZ0063.The horizontal coordinates were scaled from a topographic map and have
 BZ0063.an estimated accuracy of +/- 6 seconds.
 BZ0063
 BZ0063.The orthometric height was determined by differential leveling
 BZ0063.and adjusted by the National Geodetic Survey in June 1991..
 BZ0063
 BZ0063.The geoid height was determined by GEOID03.
 BZ0063
 BZ0063.The dynamic height is computed by dividing the NAVD 88
 BZ0063.geopotential number by the normal gravity value computed on the
 BZ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0063.degrees latitude (g = 980.6199 gals.).
 BZ0063
 BZ0063.The modeled gravity was interpolated from observed gravity values.
 BZ0063
 BZ0063;                    North         East    Units  Estimated Accuracy
 BZ0063;SPC TX C     - 3,241,570.    1,067,730.      MT  (+/- 180 meters Scaled)
 BZ0063
 BZ0063                          SUPERSEDED SURVEY CONTROL
 BZ0063
 BZ0063  NGVD 29 (??/??/92)  144.812  (m)          475.10   (f) ADJ UNCH    2 0
 BZ0063
 BZ0063.Superseded values are not recommended for survey control.
 BZ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0063.See file dsdata.txt to determine how the superseded data were derived.
 BZ0063
 BZ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA414197(NAD 83)
 BZ0063_MARKER: DB = BENCH MARK DISK
 BZ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0063_STAMPING: C 937 1948
 BZ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0063+STABILITY: SURFACE MOTION
 BZ0063
 BZ0063  HISTORY     - Date     Condition        Report By
 BZ0063  HISTORY     - 1948     MONUMENTED       CGS
 BZ0063
 BZ0063                          STATION DESCRIPTION
 BZ0063
 BZ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0063'0.75 MI E FROM WORTHAM.
 BZ0063'0.75 MILE EAST ALONG FARM HIGHWAY 27 FROM ITS JUNCTION WITH STATE
 BZ0063'HIGHWAY 14 AT WORTHAM, 0.1 MILE SOUTHEAST OF THE MOST NORTHERLY OF A
 BZ0063'GROUP OF OIL WELLS, 125.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BZ0063'HOUSE, 79.5 FEET WEST OF THE CENTER LINE OF A DIRT T ROAD LEADING
 BZ0063'NORTH, 60.0 FEET WEST OF A FENCE CORNER, 49.0 FEET NORTH OF AND 1.0
 BZ0063'FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 11.0 FEET EAST OF A
 BZ0063'POWER POLE, 1.7 FEET WEST OF A WITNESS POST, 1.0 FOOT SOUTH OF A
 BZ0063'BARBED WIRE FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0063'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0068 ***********************************************************************
 BZ0068  DESIGNATION -  C 938
 BZ0068  PID         -  BZ0068
 BZ0068  STATE/COUNTY-  TX/NAVARRO
 BZ0068  USGS QUAD   -  STREETMAN (1982)
 BZ0068
 BZ0068                         *CURRENT SURVEY CONTROL
 BZ0068  ___________________________________________________________________
 BZ0068* NAD 83(1986)-  31 53 27.     (N)    096 21 31.     (W)     SCALED    
 BZ0068* NAVD 88     -       105.531  (meters)     346.23   (feet)  ADJUSTED  
 BZ0068  ___________________________________________________________________
 BZ0068  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0068  DYNAMIC HT  -         105.408 (meters)     345.83  (feet)  COMP
 BZ0068  MODELED GRAV-     979,470.2   (mgal)                       NAVD 88
 BZ0068
 BZ0068  VERT ORDER  -  SECOND    CLASS 0
 BZ0068
 BZ0068.The horizontal coordinates were scaled from a topographic map and have
 BZ0068.an estimated accuracy of +/- 6 seconds.
 BZ0068
 BZ0068.The orthometric height was determined by differential leveling
 BZ0068.and adjusted by the National Geodetic Survey in June 1991..
 BZ0068
 BZ0068.The geoid height was determined by GEOID03.
 BZ0068
 BZ0068.The dynamic height is computed by dividing the NAVD 88
 BZ0068.geopotential number by the normal gravity value computed on the
 BZ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0068.degrees latitude (g = 980.6199 gals.).
 BZ0068
 BZ0068.The modeled gravity was interpolated from observed gravity values.
 BZ0068
 BZ0068;                    North         East    Units  Estimated Accuracy
 BZ0068;SPC TXNC     - 2,026,920.      802,590.      MT  (+/- 180 meters Scaled)
 BZ0068
 BZ0068                          SUPERSEDED SURVEY CONTROL
 BZ0068
 BZ0068  NGVD 29 (??/??/92)  105.518  (m)          346.19   (f) ADJ UNCH    2 0
 BZ0068
 BZ0068.Superseded values are not recommended for survey control.
 BZ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0068.See file dsdata.txt to determine how the superseded data were derived.
 BZ0068
 BZ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA498313(NAD 83)
 BZ0068_MARKER: DB = BENCH MARK DISK
 BZ0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0068_SP_SET: CULVERT
 BZ0068_STAMPING: C 938 1948
 BZ0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0068
 BZ0068  HISTORY     - Date     Condition        Report By
 BZ0068  HISTORY     - 1948     MONUMENTED       CGS
 BZ0068
 BZ0068                          STATION DESCRIPTION
 BZ0068
 BZ0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0068'2.1 MI NW FROM STREETMAN.
 BZ0068'2.1 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE CITY WATER TOWER
 BZ0068'AT STREETMAN, 18.5 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, IN THE
 BZ0068'TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A THREE
 BZ0068'COMPARTMENT CONCRETE CULVERT AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0796 ***********************************************************************
 CR0796  DESIGNATION -  C 939
 CR0796  PID         -  CR0796
 CR0796  STATE/COUNTY-  TX/WOOD
 CR0796  USGS QUAD   -  GOLDEN (1981)
 CR0796
 CR0796                         *CURRENT SURVEY CONTROL
 CR0796  ___________________________________________________________________
 CR0796* NAD 83(1986)-  32 40 20.     (N)    095 30 36.     (W)     SCALED    
 CR0796* NAVD 88     -       123.040  (meters)     403.67   (feet)  ADJUSTED  
 CR0796  ___________________________________________________________________
 CR0796  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR0796  DYNAMIC HT  -         122.901 (meters)     403.22  (feet)  COMP
 CR0796  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 CR0796
 CR0796  VERT ORDER  -  FIRST     CLASS II
 CR0796
 CR0796.The horizontal coordinates were scaled from a topographic map and have
 CR0796.an estimated accuracy of +/- 6 seconds.
 CR0796
 CR0796.The orthometric height was determined by differential leveling
 CR0796.and adjusted by the National Geodetic Survey in June 1991..
 CR0796
 CR0796.The geoid height was determined by GEOID03.
 CR0796
 CR0796.The dynamic height is computed by dividing the NAVD 88
 CR0796.geopotential number by the normal gravity value computed on the
 CR0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0796.degrees latitude (g = 980.6199 gals.).
 CR0796
 CR0796.The modeled gravity was interpolated from observed gravity values.
 CR0796
 CR0796;                    North         East    Units  Estimated Accuracy
 CR0796;SPC TXNC     - 2,115,500.      880,390.      MT  (+/- 180 meters Scaled)
 CR0796
 CR0796                          SUPERSEDED SURVEY CONTROL
 CR0796
 CR0796  NGVD 29 (??/??/92)  123.069  (m)          403.77   (f) ADJ UNCH    1 2
 CR0796
 CR0796.Superseded values are not recommended for survey control.
 CR0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0796.See file dsdata.txt to determine how the superseded data were derived.
 CR0796
 CR0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS646177(NAD 83)
 CR0796_MARKER: DB = BENCH MARK DISK
 CR0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0796_STAMPING: C 939 1948
 CR0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0796+STABILITY: SURFACE MOTION
 CR0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0796+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0796
 CR0796  HISTORY     - Date     Condition        Report By
 CR0796  HISTORY     - 1948     MONUMENTED       CGS
 CR0796  HISTORY     - 1959     GOOD             NGS
 CR0796  HISTORY     - 19950809 GOOD             USPSQD
 CR0796  HISTORY     - 20040605 GOOD             USPSQD
 CR0796  HISTORY     - 20050711 GOOD             USPSQD
 CR0796
 CR0796                          STATION DESCRIPTION
 CR0796
 CR0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0796'1.6 MI NW FROM MINEOLA.
 CR0796'ABOUT 0.9 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0796'STATION AT MINEOLA, THENCE ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 80,
 CR0796'THENCE ABOUT 0.3 MILE NORTH ALONG FRANCIS STREET, THENCE ABOUT 0.05
 CR0796'MILE WEST ALONG COUNTRY CLUB ROAD, 62 FEET NORTH OF THE CENTER LINE OF
 CR0796'THE ROAD, 32 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY LEADING INTO
 CR0796'THE AIRPORT, 194 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST LEG OF A LIGHT
 CR0796'BEACON TOWER, 35 FEET NORTH OF A FENCE, 1 FOOT WEST OF A FENCE, AND IN
 CR0796'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 CR0796
 CR0796                          STATION RECOVERY (1995)
 CR0796
 CR0796'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0796'RECOVERED IN GOOD CONDITION.
 CR0796
 CR0796                          STATION RECOVERY (2004)
 CR0796
 CR0796'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0796'RECOVERED IN GOOD CONDITION.
 CR0796
 CR0796                          STATION RECOVERY (2005)
 CR0796
 CR0796'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0947 ***********************************************************************
 CS0947  DESIGNATION -  C 940
 CS0947  PID         -  CS0947
 CS0947  STATE/COUNTY-  TX/NAVARRO
 CS0947  USGS QUAD   -  CORBET (1978)
 CS0947
 CS0947                         *CURRENT SURVEY CONTROL
 CS0947  ___________________________________________________________________
 CS0947* NAD 83(1986)-  32 00 04.     (N)    096 30 10.     (W)     SCALED    
 CS0947* NAVD 88     -       122.314  (meters)     401.29   (feet)  ADJUSTED  
 CS0947  ___________________________________________________________________
 CS0947  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0947  DYNAMIC HT  -         122.172 (meters)     400.83  (feet)  COMP
 CS0947  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 CS0947
 CS0947  VERT ORDER  -  SECOND    CLASS 0
 CS0947
 CS0947.The horizontal coordinates were scaled from a topographic map and have
 CS0947.an estimated accuracy of +/- 6 seconds.
 CS0947
 CS0947.The orthometric height was determined by differential leveling
 CS0947.and adjusted by the National Geodetic Survey in June 1991..
 CS0947
 CS0947.The geoid height was determined by GEOID03.
 CS0947
 CS0947.The dynamic height is computed by dividing the NAVD 88
 CS0947.geopotential number by the normal gravity value computed on the
 CS0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0947.degrees latitude (g = 980.6199 gals.).
 CS0947
 CS0947.The modeled gravity was interpolated from observed gravity values.
 CS0947
 CS0947;                    North         East    Units  Estimated Accuracy
 CS0947;SPC TXNC     - 2,038,880.      788,720.      MT  (+/- 180 meters Scaled)
 CS0947
 CS0947                          SUPERSEDED SURVEY CONTROL
 CS0947
 CS0947  NGVD 29 (??/??/92)  122.303  (m)          401.26   (f) ADJ UNCH    2 0
 CS0947
 CS0947.Superseded values are not recommended for survey control.
 CS0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0947.See file dsdata.txt to determine how the superseded data were derived.
 CS0947
 CS0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA359432(NAD 83)
 CS0947_MARKER: DB = BENCH MARK DISK
 CS0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0947_STAMPING: C 940 1948
 CS0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0947+STABILITY: SURFACE MOTION
 CS0947
 CS0947  HISTORY     - Date     Condition        Report By
 CS0947  HISTORY     - 1948     MONUMENTED       CGS
 CS0947
 CS0947                          STATION DESCRIPTION
 CS0947
 CS0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0947'3.1 MI E FROM CORBET.
 CS0947'3.1 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STATION SIGN AT
 CS0947'CORBET, AT THE NORTHEAST END OF A SMALL S CURVE, 43.0 FEET NORTH OF
 CS0947'THE NORTH CORNER OF A SMALL BROWN FARMHOUSE, 22.0 FEET SOUTHEAST OF
 CS0947'THE CENTER LINE OF THE ROAD, 15.4 FEET NORTHEAST OF A CORNER FENCE
 CS0947'POST, 5.0 FEET SOUTHEAST OF A POINT IN LINE WITH 2 TREES IN THE FRONT
 CS0947'YARD OF THE HOUSE, 3.0 FEET SOUTHWEST OF A REFERENCE POST, ABOUT 1.5
 CS0947'FEET ABOVE ROAD LEVEL, SET IN TOP OF A CONCRETE POST PROJECTING 0.2
 CS0947'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1892 ***********************************************************************
 CS1892  DESIGNATION -  C 941
 CS1892  PID         -  CS1892
 CS1892  STATE/COUNTY-  TX/TARRANT
 CS1892  USGS QUAD   -  GRAPEVINE (1981)
 CS1892
 CS1892                         *CURRENT SURVEY CONTROL
 CS1892  ___________________________________________________________________
 CS1892* NAD 83(1986)-  32 56 20.     (N)    097 04 40.     (W)     SCALED    
 CS1892* NAVD 88     -       196.863  (meters)     645.87   (feet)  ADJUSTED  
 CS1892  ___________________________________________________________________
 CS1892  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CS1892  DYNAMIC HT  -         196.636 (meters)     645.13  (feet)  COMP
 CS1892  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 CS1892
 CS1892  VERT ORDER  -  SECOND    CLASS 0
 CS1892
 CS1892.The horizontal coordinates were scaled from a topographic map and have
 CS1892.an estimated accuracy of +/- 6 seconds.
 CS1892
 CS1892.The orthometric height was determined by differential leveling
 CS1892.and adjusted by the National Geodetic Survey in June 1991..
 CS1892
 CS1892.The geoid height was determined by GEOID03.
 CS1892
 CS1892.The dynamic height is computed by dividing the NAVD 88
 CS1892.geopotential number by the normal gravity value computed on the
 CS1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1892.degrees latitude (g = 980.6199 gals.).
 CS1892
 CS1892.The modeled gravity was interpolated from observed gravity values.
 CS1892
 CS1892;                    North         East    Units  Estimated Accuracy
 CS1892;SPC TXNC     - 2,141,980.      732,980.      MT  (+/- 180 meters Scaled)
 CS1892
 CS1892                          SUPERSEDED SURVEY CONTROL
 CS1892
 CS1892  NGVD 29 (??/??/92)  196.844  (m)          645.81   (f) ADJ UNCH    2 0
 CS1892
 CS1892.Superseded values are not recommended for survey control.
 CS1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1892.See file dsdata.txt to determine how the superseded data were derived.
 CS1892
 CS1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB797461(NAD 83)
 CS1892_MARKER: DB = BENCH MARK DISK
 CS1892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1892_SP_SET: PIER
 CS1892_STAMPING: C 941 1946
 CS1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1892
 CS1892  HISTORY     - Date     Condition        Report By
 CS1892  HISTORY     - 1946     MONUMENTED       CGS
 CS1892  HISTORY     - 1959     GOOD             NGS
 CS1892
 CS1892                          STATION DESCRIPTION
 CS1892
 CS1892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1892'IN GRAPEVINE.
 CS1892'AT GRAPEVINE, TARRANT COUNTY, AT THE CITY WATER TOWER, AND IN THE TOP
 CS1892'OF THE WEST CORNER OF THE SOUTHWEST CONCRETE BASE.  A STANDARD DISK,
 CS1892'STAMPED C 941 1946.  NOTE-- THE WATER TOWER HAS BEEN REMOVED AND A NEW
 CS1892'WATER TANK NOW STANDS AT ANOTHER LOCATION.  THE MARK IS NOW IN THE
 CS1892'NORTHEAST POINT OF THE INTERSECTION OF MAIN STREET AND TEXAS STREET,
 CS1892'IN THE WEST CORNER OF THE OLD CONCRETE BASE OF THE SOUTHWEST LEG OF
 CS1892'THE OLD WATER TANK.  THE MARK IS ON CITY PROPERTY AND THE PIER
 CS1892'PROJECTS ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1893 ***********************************************************************
 CS1893  DESIGNATION -  C 941 RESET 1962
 CS1893  PID         -  CS1893
 CS1893  STATE/COUNTY-  TX/TARRANT
 CS1893  USGS QUAD   -  GRAPEVINE (1981)
 CS1893
 CS1893                         *CURRENT SURVEY CONTROL
 CS1893  ___________________________________________________________________
 CS1893* NAD 83(1986)-  32 56 20.     (N)    097 04 40.     (W)     SCALED    
 CS1893* NAVD 88     -       195.41   (+/-2cm)     641.1    (feet)  VERTCON   
 CS1893  ___________________________________________________________________
 CS1893  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CS1893
 CS1893  VERT ORDER  -  THIRD (See Below)
 CS1893
 CS1893.The horizontal coordinates were scaled from a topographic map and have
 CS1893.an estimated accuracy of +/- 6 seconds.
 CS1893
 CS1893.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1893.The vertical order pertains to the NGVD 29 superseded value.
 CS1893
 CS1893.The geoid height was determined by GEOID03.
 CS1893
 CS1893;                    North         East    Units  Estimated Accuracy
 CS1893;SPC TXNC     - 2,141,980.      732,980.      MT  (+/- 180 meters Scaled)
 CS1893
 CS1893                          SUPERSEDED SURVEY CONTROL
 CS1893
 CS1893  NGVD 29 (??/??/??)  195.40   (m)          641.1    (f) RESET       3  
 CS1893
 CS1893.Superseded values are not recommended for survey control.
 CS1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1893.See file dsdata.txt to determine how the superseded data were derived.
 CS1893
 CS1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB797461(NAD 83)
 CS1893_MARKER: DB = BENCH MARK DISK
 CS1893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1893_SP_SET: FOOTING
 CS1893_STAMPING: C 941 RESET 1962
 CS1893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1893
 CS1893  HISTORY     - Date     Condition        Report By
 CS1893  HISTORY     - 1962     MONUMENTED       CGS
 CS1893
 CS1893                          STATION DESCRIPTION
 CS1893
 CS1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CS1893'IN GRAPEVINE.
 CS1893'AT GRAPEVINE, TARRANT COUNTY, ON CITY PROPERTY LOCATED AT BARTON
 CS1893'STREET AND TEXAS STREET, IN THE CONCRETE FOOTING, SUPPORTING THE
 CS1893'GRAPEVINE CITY MUNICIPAL WATER TANK.  A STANDARD BENCH MARK DISK
 CS1893'STAMPED C 941 RESET 1962, CEMENTED IN A DRILL HOLE IN THE NORTH
 CS1893'CONCRETE FOOTING, FLUSH WITH THE TOP OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1946 ***********************************************************************
 CS1946  DESIGNATION -  C 942
 CS1946  PID         -  CS1946
 CS1946  STATE/COUNTY-  TX/TARRANT
 CS1946  USGS QUAD   -  HALTOM CITY (1981)
 CS1946
 CS1946                         *CURRENT SURVEY CONTROL
 CS1946  ___________________________________________________________________
 CS1946* NAD 83(1986)-  32 50 01.     (N)    097 15 49.     (W)     SCALED    
 CS1946* NAVD 88     -       176.977  (meters)     580.63   (feet)  ADJUSTED  
 CS1946  ___________________________________________________________________
 CS1946  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS1946  DYNAMIC HT  -         176.771 (meters)     579.96  (feet)  COMP
 CS1946  MODELED GRAV-     979,466.6   (mgal)                       NAVD 88
 CS1946
 CS1946  VERT ORDER  -  SECOND    CLASS 0
 CS1946
 CS1946.The horizontal coordinates were scaled from a topographic map and have
 CS1946.an estimated accuracy of +/- 6 seconds.
 CS1946
 CS1946.The orthometric height was determined by differential leveling
 CS1946.and adjusted by the National Geodetic Survey in June 1991..
 CS1946
 CS1946.The geoid height was determined by GEOID03.
 CS1946
 CS1946.The dynamic height is computed by dividing the NAVD 88
 CS1946.geopotential number by the normal gravity value computed on the
 CS1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1946.degrees latitude (g = 980.6199 gals.).
 CS1946
 CS1946.The modeled gravity was interpolated from observed gravity values.
 CS1946
 CS1946;                    North         East    Units  Estimated Accuracy
 CS1946;SPC TXNC     - 2,130,080.      715,740.      MT  (+/- 180 meters Scaled)
 CS1946
 CS1946                          SUPERSEDED SURVEY CONTROL
 CS1946
 CS1946  NGVD 29 (??/??/92)  176.967  (m)          580.60   (f) ADJ UNCH    2 0
 CS1946
 CS1946.Superseded values are not recommended for survey control.
 CS1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1946.See file dsdata.txt to determine how the superseded data were derived.
 CS1946
 CS1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB625341(NAD 83)
 CS1946_MARKER: DB = BENCH MARK DISK
 CS1946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1946_SP_SET: ABUTMENT
 CS1946_STAMPING: C 942 1946
 CS1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1946
 CS1946  HISTORY     - Date     Condition        Report By
 CS1946  HISTORY     - 1946     MONUMENTED       CGS
 CS1946  HISTORY     - 1957     GOOD             NGS
 CS1946  HISTORY     - 1984     GOOD             NGS
 CS1946  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1946  HISTORY     - 20020605 MARK NOT FOUND   GEOCAC
 CS1946
 CS1946                          STATION DESCRIPTION
 CS1946
 CS1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1946'2.2 MI N FROM HALTOM CITY.
 CS1946'ABOUT 2.2 MILES NORTH ALONG U.S. HIGHWAY NO. 377 FROM THE MAIN HIGHWAY
 CS1946'JUNCTION IN HALTOM CITY, AT THE ST. LOUIS AND SOUTHWESTERN RAILWAY
 CS1946'OVERPASS, ABOUT 10 FEET SOUTHEAST OF AND 2 FEET LOWER THAN THE
 CS1946'CENTERLINE OF THE TRACKS, ON THE TOP OF THE SOUTHEAST END OF THE
 CS1946'NORTHEAST CONCRETE ABUTMENT.  A STANDARD DISK STAMPED C 942 1946.
 CS1946
 CS1946                          STATION RECOVERY (1984)
 CS1946
 CS1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1946'RECOVERED IN GOOD CONDITION.
 CS1946
 CS1946                          STATION RECOVERY (1996)
 CS1946
 CS1946'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1946'MARK NOT FOUND.
 CS1946
 CS1946                          STATION RECOVERY (2002)
 CS1946
 CS1946'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1946'BRIDGE APPEARS TO HAVE BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1922 ***********************************************************************
 CS1922  DESIGNATION -  C 943
 CS1922  PID         -  CS1922
 CS1922  STATE/COUNTY-  TX/TARRANT
 CS1922  USGS QUAD   -  KELLER (1981)
 CS1922
 CS1922                         *CURRENT SURVEY CONTROL
 CS1922  ___________________________________________________________________
 CS1922* NAD 83(1986)-  32 54 59.     (N)    097 16 05.     (W)     SCALED    
 CS1922* NAVD 88     -       224.344  (meters)     736.04   (feet)  ADJUSTED  
 CS1922  ___________________________________________________________________
 CS1922  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS1922  DYNAMIC HT  -         224.082 (meters)     735.18  (feet)  COMP
 CS1922  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 CS1922
 CS1922  VERT ORDER  -  SECOND    CLASS 0
 CS1922
 CS1922.The horizontal coordinates were scaled from a topographic map and have
 CS1922.an estimated accuracy of +/- 6 seconds.
 CS1922
 CS1922.The orthometric height was determined by differential leveling
 CS1922.and adjusted by the National Geodetic Survey in June 1991..
 CS1922
 CS1922.The geoid height was determined by GEOID03.
 CS1922
 CS1922.The dynamic height is computed by dividing the NAVD 88
 CS1922.geopotential number by the normal gravity value computed on the
 CS1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1922.degrees latitude (g = 980.6199 gals.).
 CS1922
 CS1922.The modeled gravity was interpolated from observed gravity values.
 CS1922
 CS1922;                    North         East    Units  Estimated Accuracy
 CS1922;SPC TXNC     - 2,139,260.      715,220.      MT  (+/- 180 meters Scaled)
 CS1922
 CS1922                          SUPERSEDED SURVEY CONTROL
 CS1922
 CS1922  NGVD 29 (??/??/92)  224.328  (m)          735.98   (f) ADJ UNCH    2 0
 CS1922
 CS1922.Superseded values are not recommended for survey control.
 CS1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1922.See file dsdata.txt to determine how the superseded data were derived.
 CS1922
 CS1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB619433(NAD 83)
 CS1922_MARKER: DB = BENCH MARK DISK
 CS1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1922_STAMPING: C 943 1946
 CS1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1922+STABILITY: SURFACE MOTION
 CS1922
 CS1922  HISTORY     - Date     Condition        Report By
 CS1922  HISTORY     - 1946     MONUMENTED       CGS
 CS1922  HISTORY     - 1962     GOOD             NGS
 CS1922  HISTORY     - 19951118 GOOD             USPSQD
 CS1922  HISTORY     - 20020520 POOR             INDIV
 CS1922
 CS1922                          STATION DESCRIPTION
 CS1922
 CS1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1922'2.0 MI SW FROM KELLER.
 CS1922'ABOUT 1.25 MILES SOUTH ALONG U.S. HIGHWAY 377 FROM THE FIRST BAPTIST
 CS1922'CHURCH AT KELLER, TARRANT COUNTY, THENCE 0.8 MILE WEST ALONG A BLACK
 CS1922'TOP ROAD TO MARK ON THE LEFT, 20 FEET SOUTH OF THE CENTER OF ROAD, 1
 CS1922'FOOT EAST OF A NORTH-AND-SOUTH FENCE LINE, 1 FOOT NORTH OF AN
 CS1922'EAST-AND-WEST FENCE, AND IS ABOUT LEVEL WITH THE ROAD.  A STANDARD
 CS1922'DISK, STAMPED C 943 1946, IS SET IN THE TOP OF A CONCRETE POST
 CS1922'PROJECTING 3 INCHES ABOVE GROUND.
 CS1922
 CS1922                          STATION RECOVERY (1995)
 CS1922
 CS1922'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1922'RECOVERED IN GOOD CONDITION.
 CS1922
 CS1922                          STATION RECOVERY (2002)
 CS1922
 CS1922'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1922'MARKER WAS DUG UP, AND NEEDS TO BE RESET.  N32 55.001 W097 19.094
 CS1922'WGS-84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1279 ***********************************************************************
 CS1279  DESIGNATION -  C 944 RESET 1954
 CS1279  PID         -  CS1279
 CS1279  STATE/COUNTY-  TX/DALLAS
 CS1279  USGS QUAD   -  CARROLLTON (1981)
 CS1279
 CS1279                         *CURRENT SURVEY CONTROL
 CS1279  ___________________________________________________________________
 CS1279* NAD 83(1986)-  32 53 19.     (N)    096 59 30.     (W)     SCALED    
 CS1279* NAVD 88     -       150.47   (+/-2cm)     493.7    (feet)  VERTCON   
 CS1279  ___________________________________________________________________
 CS1279  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CS1279
 CS1279  VERT ORDER  -  THIRD (See Below)
 CS1279
 CS1279.The horizontal coordinates were scaled from a topographic map and have
 CS1279.an estimated accuracy of +/- 6 seconds.
 CS1279
 CS1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1279.The vertical order pertains to the NGVD 29 superseded value.
 CS1279
 CS1279.The geoid height was determined by GEOID03.
 CS1279
 CS1279;                    North         East    Units  Estimated Accuracy
 CS1279;SPC TXNC     - 2,136,510.      741,110.      MT  (+/- 180 meters Scaled)
 CS1279
 CS1279                          SUPERSEDED SURVEY CONTROL
 CS1279
 CS1279  NGVD 29 (??/??/??)  150.47   (m)          493.7    (f) RESET       3  
 CS1279
 CS1279.Superseded values are not recommended for survey control.
 CS1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1279.See file dsdata.txt to determine how the superseded data were derived.
 CS1279
 CS1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB878407(NAD 83)
 CS1279_MARKER: DB = BENCH MARK DISK
 CS1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1279_STAMPING: C 944 RESET 1954
 CS1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1279+STABILITY: SURFACE MOTION
 CS1279
 CS1279  HISTORY     - Date     Condition        Report By
 CS1279  HISTORY     - 1954     MONUMENTED       CGS
 CS1279  HISTORY     - 20000209 MARK NOT FOUND   USPSQD
 CS1279
 CS1279                          STATION DESCRIPTION
 CS1279
 CS1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CS1279'10.4 MI N FROM GRAND PRAIRIE.
 CS1279'6.4 MILES NORTH ALONG BELT LINE ROAD FROM THE INTERSECTION OF U.S.
 CS1279'HIGHWAY 80 AT GRAND PRAIRIE, DALLAS COUNTY, THENCE 4.0 MILES NORTH
 CS1279'ALONG STATE HIGHWAY 114.  AT A ROAD INTERSECTION, 55 YARDS WEST OF THE
 CS1279'HIGHWAY, 1 FOOT SOUTH OF THE EAST-AND-WEST ROAD AND THE NORTH
 CS1279'RIGHT-OF-WAY FENCE, 50 YARDS NORTHEAST OF A CONCRETE CULVERT, AND 2
 CS1279'FEET WEST OF A CORNER POST.  A STANDARD DISK, STAMPED C 944 RESET 1954
 CS1279'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 CS1279
 CS1279                          STATION RECOVERY (2000)
 CS1279
 CS1279'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2023 ***********************************************************************
 CS2023  DESIGNATION -  C 945
 CS2023  PID         -  CS2023
 CS2023  STATE/COUNTY-  TX/TARRANT
 CS2023  USGS QUAD   -  HALTOM CITY (1981)
 CS2023
 CS2023                         *CURRENT SURVEY CONTROL
 CS2023  ___________________________________________________________________
 CS2023* NAD 83(1986)-  32 50 28.     (N)    097 19 37.     (W)     SCALED    
 CS2023* NAVD 88     -       196.675  (meters)     645.26   (feet)  ADJUSTED  
 CS2023  ___________________________________________________________________
 CS2023  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS2023  DYNAMIC HT  -         196.444 (meters)     644.50  (feet)  COMP
 CS2023  MODELED GRAV-     979,461.8   (mgal)                       NAVD 88
 CS2023
 CS2023  VERT ORDER  -  SECOND    CLASS 0
 CS2023
 CS2023.The horizontal coordinates were scaled from a topographic map and have
 CS2023.an estimated accuracy of +/- 6 seconds.
 CS2023
 CS2023.The orthometric height was determined by differential leveling
 CS2023.and adjusted by the National Geodetic Survey in June 1991..
 CS2023
 CS2023.The geoid height was determined by GEOID03.
 CS2023
 CS2023.The dynamic height is computed by dividing the NAVD 88
 CS2023.geopotential number by the normal gravity value computed on the
 CS2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2023.degrees latitude (g = 980.6199 gals.).
 CS2023
 CS2023.The modeled gravity was interpolated from observed gravity values.
 CS2023
 CS2023;                    North         East    Units  Estimated Accuracy
 CS2023;SPC TXNC     - 2,130,850.      709,810.      MT  (+/- 180 meters Scaled)
 CS2023
 CS2023                          SUPERSEDED SURVEY CONTROL
 CS2023
 CS2023  NGVD 29 (??/??/92)  196.662  (m)          645.22   (f) ADJ UNCH    2 0
 CS2023
 CS2023.Superseded values are not recommended for survey control.
 CS2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2023.See file dsdata.txt to determine how the superseded data were derived.
 CS2023
 CS2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB565349(NAD 83)
 CS2023_MARKER: DB = BENCH MARK DISK
 CS2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2023_STAMPING: C 945 1946
 CS2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2023+STABILITY: SURFACE MOTION
 CS2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2023+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2002
 CS2023
 CS2023  HISTORY     - Date     Condition        Report By
 CS2023  HISTORY     - 1946     MONUMENTED       CGS
 CS2023  HISTORY     - 1957     GOOD             NGS
 CS2023  HISTORY     - 1984     GOOD             NGS
 CS2023  HISTORY     - 19960427 GOOD             USPSQD
 CS2023  HISTORY     - 20021018 GOOD             GEOCAC
 CS2023
 CS2023                          STATION DESCRIPTION
 CS2023
 CS2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS2023'2.6 MI SE FROM SAGINAW.
 CS2023'AT THE OLD RITCHEY FLYING SERVICE AIRPORT, NOW INACTIVE AND USED FOR
 CS2023'RANCHING ACTIVITIES.  IT IS 0.1 MILE SOUTH FROM THE WEST END OF THE
 CS2023'METAL HANGER AT A FENCE CORNER, ABOUT 1 FOOT SOUTH OF THE CORNER POST
 CS2023'AND A HEAP OF BROKEN ROCK.  A STANDARD DISK STAMPED C 945 1946 IN A
 CS2023'CONCRETE POST PROJECTING ABOUT 6 INCHES.  NOTE-- TO REACH FROM
 CS2023'SAGINAW-- GO EAST ON THE HARD-SURFACED ROAD 01.3 MILES.  THEN TURN
 CS2023'RIGHT AND GO SOUTH 01.0 MILE ON F.M. ROAD 157 TO A T ROAD EAST.  TURN
 CS2023'LEFT HERE AND GO EAST 01.3 MILES TO A T ROAD SOUTH.  THEN TURN RIGHT
 CS2023'AND GO SOUTH 0.3 MILE TO THE ENTRANCE TO THE RITCHEY RANCH ON THE
 CS2023'RIGHT.  TURN RIGHT AND GO WEST THROUGH THE ARCH GATE AND FOLLOW THE
 CS2023'MAIN ROAD WEST, PASSING TO THE SOUTH OF THE RANCH HOUSE, 0.3 MILE TO
 CS2023'THE HANGER AND OTHER RANCH BUILDINGS AND THE MARK AS DESCRIBED.
 CS2023
 CS2023                          STATION RECOVERY (1984)
 CS2023
 CS2023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS2023'RECOVERED IN GOOD CONDITION.
 CS2023
 CS2023                          STATION RECOVERY (1996)
 CS2023
 CS2023'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2023'RECOVERED IN GOOD CONDITION.
 CS2023
 CS2023                          STATION RECOVERY (2002)
 CS2023
 CS2023'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2023'CONCRETE BASE HAS BEEN SPRAY-PAINTED ORANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0732 ***********************************************************************
 DN0732  DESIGNATION -  C 946
 DN0732  PID         -  DN0732
 DN0732  STATE/COUNTY-  TX/DENTON
 DN0732  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN0732
 DN0732                         *CURRENT SURVEY CONTROL
 DN0732  ___________________________________________________________________
 DN0732* NAD 83(1986)-  33 04 17.     (N)    097 00 31.     (W)     SCALED    
 DN0732* NAVD 88     -       167.396  (meters)     549.20   (feet)  ADJUSTED  
 DN0732  ___________________________________________________________________
 DN0732  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DN0732  DYNAMIC HT  -         167.205 (meters)     548.57  (feet)  COMP
 DN0732  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 DN0732
 DN0732  VERT ORDER  -  SECOND    CLASS 0
 DN0732
 DN0732.The horizontal coordinates were scaled from a topographic map and have
 DN0732.an estimated accuracy of +/- 6 seconds.
 DN0732
 DN0732.The orthometric height was determined by differential leveling
 DN0732.and adjusted by the National Geodetic Survey in June 1991..
 DN0732
 DN0732.The geoid height was determined by GEOID03.
 DN0732
 DN0732.The dynamic height is computed by dividing the NAVD 88
 DN0732.geopotential number by the normal gravity value computed on the
 DN0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0732.degrees latitude (g = 980.6199 gals.).
 DN0732
 DN0732.The modeled gravity was interpolated from observed gravity values.
 DN0732
 DN0732;                    North         East    Units  Estimated Accuracy
 DN0732;SPC TXNC     - 2,156,760.      739,240.      MT  (+/- 180 meters Scaled)
 DN0732
 DN0732                          SUPERSEDED SURVEY CONTROL
 DN0732
 DN0732  NGVD 29 (??/??/92)  167.388  (m)          549.17   (f) ADJ UNCH    2 0
 DN0732
 DN0732.Superseded values are not recommended for survey control.
 DN0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0732.See file dsdata.txt to determine how the superseded data were derived.
 DN0732
 DN0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB858609(NAD 83)
 DN0732_MARKER: DB = BENCH MARK DISK
 DN0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0732_SP_SET: CULVERT
 DN0732_STAMPING: C 946 1946
 DN0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0732
 DN0732  HISTORY     - Date     Condition        Report By
 DN0732  HISTORY     - 1946     MONUMENTED       CGS
 DN0732  HISTORY     - 1960     GOOD             NGS
 DN0732  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0732  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0732
 DN0732                          STATION DESCRIPTION
 DN0732
 DN0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0732'1.9 MI N FROM LEWISVILLE.
 DN0732'1.9 MILES NORTHWEST OF LEWISVILLE, DENTON COUNTY.  THIS BENCH MARK MAY
 DN0732'BE REACHED FROM THE POST OFFICE BY GOING ONE BLOCK EAST, THENCE 1.9
 DN0732'MILES NORTHWEST ALONG U.S. HIGHWAY 77.  IT IS 0.15 MILE NORTH OF THE
 DN0732'USCE OFFICE OF GARZA-LITTLE ELM, AT A CROSS ROAD.  AT A T-ROAD
 DN0732'JUNCTION, AT A 2-BY 4-FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTH
 DN0732'END OF THE EAST HEADWALL, 13 FEET EAST OF THE CENTERLINE OF THE
 DN0732'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 946
 DN0732'1946.
 DN0732
 DN0732                          STATION RECOVERY (1995)
 DN0732
 DN0732'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0732'MARK NOT FOUND.
 DN0732
 DN0732                          STATION RECOVERY (2005)
 DN0732
 DN0732'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0330 ***********************************************************************
 DN0330  DESIGNATION -  C 947
 DN0330  PID         -  DN0330
 DN0330  STATE/COUNTY-  TX/DENTON
 DN0330  USGS QUAD   -  LEWISVILLE EAST (1981)
 DN0330
 DN0330                         *CURRENT SURVEY CONTROL
 DN0330  ___________________________________________________________________
 DN0330* NAD 83(1986)-  33 06 53.     (N)    096 59 02.     (W)     SCALED    
 DN0330* NAVD 88     -       165.707  (meters)     543.66   (feet)  ADJUSTED  
 DN0330  ___________________________________________________________________
 DN0330  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DN0330  DYNAMIC HT  -         165.519 (meters)     543.04  (feet)  COMP
 DN0330  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 DN0330
 DN0330  VERT ORDER  -  SECOND    CLASS 0
 DN0330
 DN0330.The horizontal coordinates were scaled from a topographic map and have
 DN0330.an estimated accuracy of +/- 6 seconds.
 DN0330
 DN0330.The orthometric height was determined by differential leveling
 DN0330.and adjusted by the National Geodetic Survey in June 1991..
 DN0330
 DN0330.The geoid height was determined by GEOID03.
 DN0330
 DN0330.The dynamic height is computed by dividing the NAVD 88
 DN0330.geopotential number by the normal gravity value computed on the
 DN0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0330.degrees latitude (g = 980.6199 gals.).
 DN0330
 DN0330.The modeled gravity was interpolated from observed gravity values.
 DN0330
 DN0330;                    North         East    Units  Estimated Accuracy
 DN0330;SPC TXNC     - 2,161,600.      741,480.      MT  (+/- 180 meters Scaled)
 DN0330
 DN0330                          SUPERSEDED SURVEY CONTROL
 DN0330
 DN0330  NGVD 29 (??/??/92)  165.703  (m)          543.64   (f) ADJ UNCH    2 0
 DN0330
 DN0330.Superseded values are not recommended for survey control.
 DN0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0330.See file dsdata.txt to determine how the superseded data were derived.
 DN0330
 DN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB881658(NAD 83)
 DN0330_MARKER: DD = SURVEY DISK
 DN0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0330_SP_SET: BRIDGE
 DN0330_STAMPING: C 947
 DN0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0330
 DN0330  HISTORY     - Date     Condition        Report By
 DN0330  HISTORY     - UNK      MONUMENTED       USGS
 DN0330  HISTORY     - 1946     GOOD             NGS
 DN0330  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 DN0330  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0330
 DN0330                          STATION DESCRIPTION
 DN0330
 DN0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DN0330'3.0 MI E FROM LAKE DALLAS.
 DN0330'TO REACH FROM THE MISSOURI, KANSAS, TEXAS RAILROAD STATION AT LAKE
 DN0330'DALLAS GO NORTH 1 BLOCK, THENCE EASTERLY 3.0 MILES ALONG STATE HIGHWAY
 DN0330'NO. 24 TO SITE OF MARK, BENCH MARK IS 12.0 FEET EAST OF AND ABOUT
 DN0330'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTHEAST
 DN0330'CORNER OF THE SOUTH ABUTMENT OF THE LAKE DALLAS BRIDGE.  A BRONZE DISK
 DN0330'STAMPED C 947 SET IN A DRILL HOLE IN CONCRETE.
 DN0330
 DN0330                          STATION RECOVERY (1995)
 DN0330
 DN0330'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0330'MARK NOT FOUND.
 DN0330
 DN0330                          STATION RECOVERY (2005)
 DN0330
 DN0330'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3394 ***********************************************************************
 CS3394  DESIGNATION -  C 948 RESET
 CS3394  PID         -  CS3394
 CS3394  STATE/COUNTY-  TX/DALLAS
 CS3394  USGS QUAD   -  CARROLLTON (1981)
 CS3394
 CS3394                         *CURRENT SURVEY CONTROL
 CS3394  ___________________________________________________________________
 CS3394* NAD 83(1986)-  32 59 17.     (N)    096 56 15.     (W)     SCALED    
 CS3394* NAVD 88     -       140.18   (meters)     459.9    (feet)  RESET     
 CS3394  ___________________________________________________________________
 CS3394  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 CS3394
 CS3394  VERT ORDER  -  THIRD
 CS3394
 CS3394.The horizontal coordinates were scaled from a topographic map and have
 CS3394.an estimated accuracy of +/- 6 seconds.
 CS3394
 CS3394.The orthometric height was computed from unverified reset data.
 CS3394.No vertical observational check was made to the station.
 CS3394
 CS3394.The geoid height was determined by GEOID03.
 CS3394
 CS3394;                    North         East    Units  Estimated Accuracy
 CS3394;SPC TXNC     - 2,147,610.      746,020.      MT  (+/- 180 meters Scaled)
 CS3394
 CS3394                          SUPERSEDED SURVEY CONTROL
 CS3394
 CS3394  NGVD 29 (01/29/03)  140.17   (m)          459.9    (f) RESET       3  
 CS3394
 CS3394.Superseded values are not recommended for survey control.
 CS3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3394.See file dsdata.txt to determine how the superseded data were derived.
 CS3394
 CS3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB927518(NAD 83)
 CS3394_MARKER: DB = BENCH MARK DISK
 CS3394_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS3394_SP_SET: BRIDGE ABUTMENT
 CS3394_STAMPING: C 948 RESET 1978
 CS3394_MARK LOGO: NGS   
 CS3394_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3394
 CS3394  HISTORY     - Date     Condition        Report By
 CS3394  HISTORY     - 1978     MONUMENTED       NGS
 CS3394  HISTORY     - 20000209 GOOD             USPSQD
 CS3394
 CS3394                          STATION DESCRIPTION
 CS3394
 CS3394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 CS3394'0.1 MI (0.2 KM) SOUTHEAST OF THE DALLAS-DENTON COUNTY LINE ALONG THE
 CS3394'EAST SIDE OF U.S. HIGHWAY 77 AND AT THE NORTHWEST EDGE OF THE
 CS3394'CARROLLTON CITY LIMITS, OF THE BRIDGE ON
 CS3394'THE NORTH BOUND LANE.
 CS3394
 CS3394                          STATION RECOVERY (2000)
 CS3394
 CS3394'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS3394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0664 ***********************************************************************
 DN0664  DESIGNATION -  C 949
 DN0664  PID         -  DN0664
 DN0664  STATE/COUNTY-  TX/DENTON
 DN0664  USGS QUAD   -  DENTON EAST (1978)
 DN0664
 DN0664                         *CURRENT SURVEY CONTROL
 DN0664  ___________________________________________________________________
 DN0664* NAD 83(1986)-  33 14 19.     (N)    097 02 26.     (W)     SCALED    
 DN0664* NAVD 88     -       159.914  (meters)     524.65   (feet)  ADJUSTED  
 DN0664  ___________________________________________________________________
 DN0664  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DN0664  DYNAMIC HT  -         159.737 (meters)     524.07  (feet)  COMP
 DN0664  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 DN0664
 DN0664  VERT ORDER  -  SECOND    CLASS 0
 DN0664
 DN0664.The horizontal coordinates were scaled from a topographic map and have
 DN0664.an estimated accuracy of +/- 6 seconds.
 DN0664
 DN0664.The orthometric height was determined by differential leveling
 DN0664.and adjusted by the National Geodetic Survey in June 1991..
 DN0664
 DN0664.The geoid height was determined by GEOID03.
 DN0664
 DN0664.The dynamic height is computed by dividing the NAVD 88
 DN0664.geopotential number by the normal gravity value computed on the
 DN0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0664.degrees latitude (g = 980.6199 gals.).
 DN0664
 DN0664.The modeled gravity was interpolated from observed gravity values.
 DN0664
 DN0664;                    North         East    Units  Estimated Accuracy
 DN0664;SPC TXNC     - 2,175,260.      736,000.      MT  (+/- 180 meters Scaled)
 DN0664
 DN0664                          SUPERSEDED SURVEY CONTROL
 DN0664
 DN0664  NGVD 29 (??/??/92)  159.911  (m)          524.64   (f) ADJ UNCH    2 0
 DN0664
 DN0664.Superseded values are not recommended for survey control.
 DN0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0664.See file dsdata.txt to determine how the superseded data were derived.
 DN0664
 DN0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB825794(NAD 83)
 DN0664_MARKER: DB = BENCH MARK DISK
 DN0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0664_STAMPING: C 949 1946
 DN0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0664+STABILITY: SURFACE MOTION
 DN0664
 DN0664  HISTORY     - Date     Condition        Report By
 DN0664  HISTORY     - 1946     MONUMENTED       CGS
 DN0664  HISTORY     - 1958     MARK NOT FOUND   NGS
 DN0664  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0664  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0664
 DN0664                          STATION DESCRIPTION
 DN0664
 DN0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DN0664'6.2 MI E FROM DENTON.
 DN0664'6.2 MILES EAST OF DENTON, DENTON COUNTY, FROM THE POST OFFICE, 0.1
 DN0664'MILE EAST ALONG MCKINNEY STREET, 0.4 MILE NORTH ALONG OAKLAND AVENUE,
 DN0664'0.4 MILE EAST ALONG TEXAS STREET, 3.1 MILES NORTHEAST ALONG A GRAVEL
 DN0664'ROAD PARALLELING THE TEXAS AND PACIFIC RAILWAY, AND 2.2 MILES EAST
 DN0664'ALONG A GRAVEL ROAD.  AT THE WEST EDGE OF A LAKE, 35.5 FEET SOUTH OF
 DN0664'THE CENTERLINE OF THE ROAD, 27.5 FEET SOUTHWEST OF THE WEST END OF THE
 DN0664'SOUTH GUARDRAIL OF A WOODEN BRIDGE, 1 FOOT WEST OF A WHITE WOODEN
 DN0664'WITNESS POST, AND 5 FEET LOWER THAN THE ROAD.  A STANDARD DISK,
 DN0664'STAMPED C 949 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DN0664'INCHES ABOVE GROUND.  NOTE-- PROBABLY COVERED WITH SILT AND DRIFTWOOD.
 DN0664
 DN0664                          STATION RECOVERY (1995)
 DN0664
 DN0664'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0664'MARK NOT FOUND.
 DN0664
 DN0664                          STATION RECOVERY (2005)
 DN0664
 DN0664'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0873 ***********************************************************************
 AJ0873  DESIGNATION -  C 95
 AJ0873  PID         -  AJ0873
 AJ0873  STATE/COUNTY-  TX/WEBB
 AJ0873  USGS QUAD   -  BLANCAS CREEK NORTH (1980)
 AJ0873
 AJ0873                         *CURRENT SURVEY CONTROL
 AJ0873  ___________________________________________________________________
 AJ0873* NAD 83(1986)-  27 29 22.     (N)    099 18 48.     (W)     SCALED    
 AJ0873* NAVD 88     -       182.058  (meters)     597.30   (feet)  ADJUSTED  
 AJ0873  ___________________________________________________________________
 AJ0873  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AJ0873  DYNAMIC HT  -         181.770 (meters)     596.36  (feet)  COMP
 AJ0873  MODELED GRAV-     979,061.9   (mgal)                       NAVD 88
 AJ0873
 AJ0873  VERT ORDER  -  FIRST     CLASS II
 AJ0873
 AJ0873.The horizontal coordinates were scaled from a topographic map and have
 AJ0873.an estimated accuracy of +/- 6 seconds.
 AJ0873
 AJ0873.The orthometric height was determined by differential leveling
 AJ0873.and adjusted by the National Geodetic Survey in June 1991..
 AJ0873
 AJ0873.The geoid height was determined by GEOID03.
 AJ0873
 AJ0873.The dynamic height is computed by dividing the NAVD 88
 AJ0873.geopotential number by the normal gravity value computed on the
 AJ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0873.degrees latitude (g = 980.6199 gals.).
 AJ0873
 AJ0873.The modeled gravity was interpolated from observed gravity values.
 AJ0873
 AJ0873;                    North         East    Units  Estimated Accuracy
 AJ0873;SPC TX S     - 5,202,210.      219,630.      MT  (+/- 180 meters Scaled)
 AJ0873
 AJ0873                          SUPERSEDED SURVEY CONTROL
 AJ0873
 AJ0873  NGVD 29 (??/??/92)  182.066  (m)          597.33   (f) ADJ UNCH    1 2
 AJ0873
 AJ0873.Superseded values are not recommended for survey control.
 AJ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0873.See file dsdata.txt to determine how the superseded data were derived.
 AJ0873
 AJ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR690406(NAD 83)
 AJ0873_MARKER: DB = BENCH MARK DISK
 AJ0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0873_STAMPING: 597.328 C 95 1933
 AJ0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0873+STABILITY: SURFACE MOTION
 AJ0873
 AJ0873  HISTORY     - Date     Condition        Report By
 AJ0873  HISTORY     - 1933     MONUMENTED       CGS
 AJ0873  HISTORY     - 1965     GOOD             USGS
 AJ0873
 AJ0873                          STATION DESCRIPTION
 AJ0873
 AJ0873'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ0873'12.8 MI E FROM LAREDO.
 AJ0873'12.8 MILES EAST ALONG THE TEX-MEX RR FROM LAREDO ETC, OPPOSITE
 AJ0873'MILEPOST 14, 30 FT SOUTH OF THE CENTERLINE OF THE RAILROAD, 137 FT
 AJ0873'WEST OF THE CENTERLINE OF THE RAILROAD AT A NORTH-SOUTH CLEARED LINE
 AJ0873'THROUGH THE BRUSH IN THE ADJACIENT PASTURES, 20 FEET NORTH OF THE ROW
 AJ0873'FENCE, EXTENDING 0.3 FT, A STANDARD DISK IN A CONCRETE POST STAMPED
 AJ0873'597.328 C-95 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0656 ***********************************************************************
 DN0656  DESIGNATION -  C 950
 DN0656  PID         -  DN0656
 DN0656  STATE/COUNTY-  TX/DENTON
 DN0656  USGS QUAD   -  GREEN VALLEY (1978)
 DN0656
 DN0656                         *CURRENT SURVEY CONTROL
 DN0656  ___________________________________________________________________
 DN0656* NAD 83(1986)-  33 15 53.     (N)    097 05 45.     (W)     SCALED    
 DN0656* NAVD 88     -       196.762  (meters)     645.54   (feet)  ADJUSTED  
 DN0656  ___________________________________________________________________
 DN0656  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DN0656  DYNAMIC HT  -         196.546 (meters)     644.83  (feet)  COMP
 DN0656  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 DN0656
 DN0656  VERT ORDER  -  SECOND    CLASS 0
 DN0656
 DN0656.The horizontal coordinates were scaled from a topographic map and have
 DN0656.an estimated accuracy of +/- 6 seconds.
 DN0656
 DN0656.The orthometric height was determined by differential leveling
 DN0656.and adjusted by the National Geodetic Survey in June 1991..
 DN0656
 DN0656.The geoid height was determined by GEOID03.
 DN0656
 DN0656.The dynamic height is computed by dividing the NAVD 88
 DN0656.geopotential number by the normal gravity value computed on the
 DN0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0656.degrees latitude (g = 980.6199 gals.).
 DN0656
 DN0656.The modeled gravity was interpolated from observed gravity values.
 DN0656
 DN0656;                    North         East    Units  Estimated Accuracy
 DN0656;SPC TXNC     - 2,178,080.      730,810.      MT  (+/- 180 meters Scaled)
 DN0656
 DN0656                          SUPERSEDED SURVEY CONTROL
 DN0656
 DN0656  NGVD 29 (??/??/92)  196.749  (m)          645.50   (f) ADJ UNCH    2 0
 DN0656
 DN0656.Superseded values are not recommended for survey control.
 DN0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0656.See file dsdata.txt to determine how the superseded data were derived.
 DN0656
 DN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB773822(NAD 83)
 DN0656_MARKER: DB = BENCH MARK DISK
 DN0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0656_STAMPING: C 950 1946
 DN0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0656+STABILITY: SURFACE MOTION
 DN0656
 DN0656  HISTORY     - Date     Condition        Report By
 DN0656  HISTORY     - 1946     MONUMENTED       CGS
 DN0656  HISTORY     - 1960     GOOD             NGS
 DN0656  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN0656  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0656
 DN0656                          STATION DESCRIPTION
 DN0656
 DN0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0656'4.5 MI NE FROM DENTON.
 DN0656'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 DN0656'DENTON, DENTON COUNTY, THENCE 0.7 MILE EAST AND 0.2 MILE NORTH ALONG
 DN0656'GRAVEL ROADS.  AT THE NORTH END OF A NORTH-AND-SOUTH JOG IN THE ROAD,
 DN0656'70 FEET EAST OF A FENCE CORNER, 20 FEET NORTH OF THE CENTERLINE OF THE
 DN0656'ROAD, 1 FOOT SOUTH OF THE FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 DN0656'POST, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED C 950
 DN0656'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 DN0656'GROUND.  NOTE-- IT IS NOW 5 FEET SOUTH OF THE FENCE.
 DN0656
 DN0656                          STATION RECOVERY (1995)
 DN0656
 DN0656'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0656'MARK NOT FOUND.
 DN0656
 DN0656                          STATION RECOVERY (2005)
 DN0656
 DN0656'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0625 ***********************************************************************
 BZ0625  DESIGNATION -  C 951
 BZ0625  PID         -  BZ0625
 BZ0625  STATE/COUNTY-  TX/NAVARRO
 BZ0625  USGS QUAD   -  IRENE (1978)
 BZ0625
 BZ0625                         *CURRENT SURVEY CONTROL
 BZ0625  ___________________________________________________________________
 BZ0625* NAD 83(1986)-  31 59 32.     (N)    096 46 15.     (W)     SCALED    
 BZ0625* NAVD 88     -       148.317  (meters)     486.60   (feet)  ADJUSTED  
 BZ0625  ___________________________________________________________________
 BZ0625  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BZ0625  DYNAMIC HT  -         148.142 (meters)     486.03  (feet)  COMP
 BZ0625  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 BZ0625
 BZ0625  VERT ORDER  -  SECOND    CLASS 0
 BZ0625
 BZ0625.The horizontal coordinates were scaled from a topographic map and have
 BZ0625.an estimated accuracy of +/- 6 seconds.
 BZ0625
 BZ0625.The orthometric height was determined by differential leveling
 BZ0625.and adjusted by the National Geodetic Survey in June 1991..
 BZ0625
 BZ0625.The geoid height was determined by GEOID03.
 BZ0625
 BZ0625.The dynamic height is computed by dividing the NAVD 88
 BZ0625.geopotential number by the normal gravity value computed on the
 BZ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0625.degrees latitude (g = 980.6199 gals.).
 BZ0625
 BZ0625.The modeled gravity was interpolated from observed gravity values.
 BZ0625
 BZ0625;                    North         East    Units  Estimated Accuracy
 BZ0625;SPC TXNC     - 2,037,450.      763,410.      MT  (+/- 180 meters Scaled)
 BZ0625
 BZ0625                          SUPERSEDED SURVEY CONTROL
 BZ0625
 BZ0625  NGVD 29 (??/??/92)  148.290  (m)          486.51   (f) ADJ UNCH    2 0
 BZ0625
 BZ0625.Superseded values are not recommended for survey control.
 BZ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0625.See file dsdata.txt to determine how the superseded data were derived.
 BZ0625
 BZ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA105417(NAD 83)
 BZ0625_MARKER: DB = BENCH MARK DISK
 BZ0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0625_STAMPING: C 951 1946
 BZ0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0625+STABILITY: SURFACE MOTION
 BZ0625
 BZ0625  HISTORY     - Date     Condition        Report By
 BZ0625  HISTORY     - 1946     MONUMENTED       CGS
 BZ0625
 BZ0625                          STATION DESCRIPTION
 BZ0625
 BZ0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0625'1.3 MI E FROM EMMET.
 BZ0625'TO REACH FROM THE EMMET SCHOOL AT EMMET GO EASTERLY 1.3 MILES ALONG A
 BZ0625'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 150 YARDS EAST
 BZ0625'OF A BARN, 30.5 FEET NORTH OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER
 BZ0625'LINE OF THE ROAD, 66.0 FEET EAST OF A FENCE CORNER, 15.4 FEET WEST OF
 BZ0625'A TELEPHONE POLE, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X
 BZ0625'4 IN. MARKER POST.  A BRONZE DISK STAMPED C 951 1946 SET IN THE TOP OF
 BZ0625'A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0862 ***********************************************************************
 CS0862  DESIGNATION -  C 952
 CS0862  PID         -  CS0862
 CS0862  STATE/COUNTY-  TX/NAVARRO
 CS0862  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0862
 CS0862                         *CURRENT SURVEY CONTROL
 CS0862  ___________________________________________________________________
 CS0862* NAD 83(1986)-  32 07 13.     (N)    096 41 38.     (W)     SCALED    
 CS0862* NAVD 88     -       165.678  (meters)     543.56   (feet)  ADJUSTED  
 CS0862  ___________________________________________________________________
 CS0862  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CS0862  DYNAMIC HT  -         165.484 (meters)     542.93  (feet)  COMP
 CS0862  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 CS0862
 CS0862  VERT ORDER  -  SECOND    CLASS 0
 CS0862
 CS0862.The horizontal coordinates were scaled from a topographic map and have
 CS0862.an estimated accuracy of +/- 6 seconds.
 CS0862
 CS0862.The orthometric height was determined by differential leveling
 CS0862.and adjusted by the National Geodetic Survey in June 1991..
 CS0862
 CS0862.The geoid height was determined by GEOID03.
 CS0862
 CS0862.The dynamic height is computed by dividing the NAVD 88
 CS0862.geopotential number by the normal gravity value computed on the
 CS0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0862.degrees latitude (g = 980.6199 gals.).
 CS0862
 CS0862.The modeled gravity was interpolated from observed gravity values.
 CS0862
 CS0862;                    North         East    Units  Estimated Accuracy
 CS0862;SPC TXNC     - 2,051,770.      770,430.      MT  (+/- 180 meters Scaled)
 CS0862
 CS0862                          SUPERSEDED SURVEY CONTROL
 CS0862
 CS0862  NGVD 29 (??/??/92)  165.663  (m)          543.51   (f) ADJ UNCH    2 0
 CS0862
 CS0862.Superseded values are not recommended for survey control.
 CS0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0862.See file dsdata.txt to determine how the superseded data were derived.
 CS0862
 CS0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA175560(NAD 83)
 CS0862_MARKER: DB = BENCH MARK DISK
 CS0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0862_STAMPING: C 952 1946
 CS0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0862+STABILITY: SURFACE MOTION
 CS0862
 CS0862  HISTORY     - Date     Condition        Report By
 CS0862  HISTORY     - 1946     MONUMENTED       CGS
 CS0862  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0862
 CS0862                          STATION DESCRIPTION
 CS0862
 CS0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0862'3.2 MI NE FROM BLOOMING GROVE.
 CS0862'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.3 MILE
 CS0862'ALONG MAIN STREET, THENCE EAST 1.0 MILE ALONG STATE HIGHWAY NO. 22,
 CS0862'THENCE NORTH 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 0.8 MILE
 CS0862'ALONG A GRADED DIRT ROAD, THENCE NORTHERLY 1.0 MILE ALONG A GRADED
 CS0862'DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 75 YARDS EAST OF AND
 CS0862'ACROSS THE ROAD FROM A FARMHOUSE, 24.0 FEET EAST OF AND ABOUT 2.0 FEET
 CS0862'HIGHER THAN THE CENTER LINE OF THE ROAD, 33.0 FEET NORTHWEST OF REA
 CS0862'TRANSFORMER POLE, 6.0 FEET SOUTHEAST OF THE SOUTH END OF A BOARD GATE,
 CS0862'10.5 FEET NORTHEAST OF A TWELVE INCH ELM TREE AND 1.0 FOOT EAST OF A 4
 CS0862'IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED C 952 1946 SET IN THE
 CS0862'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 CS0862
 CS0862                          STATION RECOVERY (2002)
 CS0862
 CS0862'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDR)
 CS0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0908 ***********************************************************************
 CS0908  DESIGNATION -  C 953
 CS0908  PID         -  CS0908
 CS0908  STATE/COUNTY-  TX/ELLIS
 CS0908  USGS QUAD   -  AVALON (1976)
 CS0908
 CS0908                         *CURRENT SURVEY CONTROL
 CS0908  ___________________________________________________________________
 CS0908* NAD 83(1986)-  32 10 03.     (N)    096 45 50.     (W)     SCALED    
 CS0908* NAVD 88     -       128.186  (meters)     420.56   (feet)  ADJUSTED  
 CS0908  ___________________________________________________________________
 CS0908  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CS0908  DYNAMIC HT  -         128.035 (meters)     420.06  (feet)  COMP
 CS0908  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 CS0908
 CS0908  VERT ORDER  -  SECOND    CLASS 0
 CS0908
 CS0908.The horizontal coordinates were scaled from a topographic map and have
 CS0908.an estimated accuracy of +/- 6 seconds.
 CS0908
 CS0908.The orthometric height was determined by differential leveling
 CS0908.and adjusted by the National Geodetic Survey in June 1991..
 CS0908
 CS0908.The geoid height was determined by GEOID03.
 CS0908
 CS0908.The dynamic height is computed by dividing the NAVD 88
 CS0908.geopotential number by the normal gravity value computed on the
 CS0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0908.degrees latitude (g = 980.6199 gals.).
 CS0908
 CS0908.The modeled gravity was interpolated from observed gravity values.
 CS0908
 CS0908;                    North         East    Units  Estimated Accuracy
 CS0908;SPC TXNC     - 2,056,890.      763,740.      MT  (+/- 180 meters Scaled)
 CS0908
 CS0908                          SUPERSEDED SURVEY CONTROL
 CS0908
 CS0908  NGVD 29 (??/??/92)  128.173  (m)          420.51   (f) ADJ UNCH    2 0
 CS0908
 CS0908.Superseded values are not recommended for survey control.
 CS0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0908.See file dsdata.txt to determine how the superseded data were derived.
 CS0908
 CS0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA108611(NAD 83)
 CS0908_MARKER: DB = BENCH MARK DISK
 CS0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0908_STAMPING: C 953 1946
 CS0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0908+STABILITY: SURFACE MOTION
 CS0908
 CS0908  HISTORY     - Date     Condition        Report By
 CS0908  HISTORY     - 1946     MONUMENTED       CGS
 CS0908  HISTORY     - 1965     GOOD             NGS
 CS0908
 CS0908                          STATION DESCRIPTION
 CS0908
 CS0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS0908'3.3 MI SE FROM AVALON.
 CS0908'TO REACH FROM THE POST OFFICE AT AVALON GO EAST 0.1 MILE ALONG STATE
 CS0908'HIGHWAY NO. 34, THENCE SOUTHEASTERLY 3.2 MILES ALONG THE AVALON
 CS0908'BLOOMING GROVE ROAD TO SITE OF MARK, BENCH MARK IS ON THE NORTH BANK
 CS0908'OF A CREEK, 77.5 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER
 CS0908'LINE OF THE ROAD, 70.0 FEET WEST-SOUTHWEST OF THE WEST CORNER OF A
 CS0908'SMALL WOODEN BRIDGE, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT EAST OFA 4
 CS0908'X 4 IN. MARKER POST.  A BRONZE DISK STAMPED C 953 1946 SET IN THE TOP
 CS0908'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.  NOTE-- THE
 CS0908'BANK OF A CREEK MENTIONED IS NOW A SMALL BAYOU, A LEVY HAS BEEN BUILT
 CS0908'IN VICINITY OF MARK.  FUTURE RECOVERY IS AS FOLLOWS-- TO REACH FROM
 CS0908'THE POST OFFICE AT AVALON GO EAST 0.1 MILE ALONG STATE HIGHWAY 34,
 CS0908'THENCE SOUTHEASTERLY 3.05 MILES ALONG A FARM-TO-MARKET ROAD TO SITE OF
 CS0908'MARK, 77 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 CS0908'ROAD, 70 FEET WEST-SOUTHWEST OF A METAL CULVERT, ABOUT 50 YARDS NORTH
 CS0908'OF THE LEVY, AND 18 FEET SOUTH OF A FENCE CORNER, AT THE SOUTHEAST
 CS0908'POINT OF A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0920 ***********************************************************************
 CS0920  DESIGNATION -  C 954
 CS0920  PID         -  CS0920
 CS0920  STATE/COUNTY-  TX/NAVARRO
 CS0920  USGS QUAD   -  CORBET (1978)
 CS0920
 CS0920                         *CURRENT SURVEY CONTROL
 CS0920  ___________________________________________________________________
 CS0920* NAD 83(1986)-  32 05 57.     (N)    096 35 59.     (W)     SCALED    
 CS0920* NAVD 88     -       142.222  (meters)     466.61   (feet)  ADJUSTED  
 CS0920  ___________________________________________________________________
 CS0920  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CS0920  DYNAMIC HT  -         142.057 (meters)     466.07  (feet)  COMP
 CS0920  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 CS0920
 CS0920  VERT ORDER  -  SECOND    CLASS 0
 CS0920
 CS0920.The horizontal coordinates were scaled from a topographic map and have
 CS0920.an estimated accuracy of +/- 6 seconds.
 CS0920
 CS0920.The orthometric height was determined by differential leveling
 CS0920.and adjusted by the National Geodetic Survey in June 1991..
 CS0920
 CS0920.The geoid height was determined by GEOID03.
 CS0920
 CS0920.The dynamic height is computed by dividing the NAVD 88
 CS0920.geopotential number by the normal gravity value computed on the
 CS0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0920.degrees latitude (g = 980.6199 gals.).
 CS0920
 CS0920.The modeled gravity was interpolated from observed gravity values.
 CS0920
 CS0920;                    North         East    Units  Estimated Accuracy
 CS0920;SPC TXNC     - 2,049,580.      779,360.      MT  (+/- 180 meters Scaled)
 CS0920
 CS0920                          SUPERSEDED SURVEY CONTROL
 CS0920
 CS0920  NGVD 29 (??/??/92)  142.211  (m)          466.57   (f) ADJ UNCH    2 0
 CS0920
 CS0920.Superseded values are not recommended for survey control.
 CS0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0920.See file dsdata.txt to determine how the superseded data were derived.
 CS0920
 CS0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA265539(NAD 83)
 CS0920_MARKER: DB = BENCH MARK DISK
 CS0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0920_STAMPING: C 954 1946
 CS0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0920+STABILITY: SURFACE MOTION
 CS0920
 CS0920  HISTORY     - Date     Condition        Report By
 CS0920  HISTORY     - 1946     MONUMENTED       CGS
 CS0920
 CS0920                          STATION DESCRIPTION
 CS0920
 CS0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0920'2.3 MI E FROM BARRY.
 CS0920'TO REACH FROM THE POST OFFICE AT BARRY GO NORTH 0.2 MILE ALONG MAIN
 CS0920'STREET, THENCE EAST 2.1 MILES ALONG STATE HIGHWAY NO. 22 TO SITE OF
 CS0920'MARK, BENCH MARK IS AT THE INTERSECTION OF THE HIGHWAY AND A T ROAD
 CS0920'LEADING SOUTHEAST, ABOUT 75 YARDS SOUTH OF AND ACROSS HIGHWAY FROM A
 CS0920'FARMHOUSE, 50.5 FEET SOUTH OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER
 CS0920'LINE OF THE HIGHWAY, 38.0 FEET SOUTHWEST OF THE CENTER LINE OF THE T
 CS0920'ROAD, 1.0 FOOT NORTH OF A FENCE, 1.0 FOOT WEST OF A FEDERAL AID
 CS0920'PROJECT RIGHT OF WAY MARKER AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER
 CS0920'POST.  A BRONZE DISK STAMPED C 954 1946 SET IN THE TOP OF A CONCRETE
 CS0920'POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0934 ***********************************************************************
 CS0934  DESIGNATION -  C 955
 CS0934  PID         -  CS0934
 CS0934  STATE/COUNTY-  TX/NAVARRO
 CS0934  USGS QUAD   -  FROST (1965)
 CS0934
 CS0934                         *CURRENT SURVEY CONTROL
 CS0934  ___________________________________________________________________
 CS0934* NAD 83(1986)-  32 04 36.     (N)    096 49 26.     (W)     SCALED    
 CS0934* NAVD 88     -       157.866  (meters)     517.93   (feet)  ADJUSTED  
 CS0934  ___________________________________________________________________
 CS0934  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CS0934  DYNAMIC HT  -         157.678 (meters)     517.32  (feet)  COMP
 CS0934  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 CS0934
 CS0934  VERT ORDER  -  SECOND    CLASS 0
 CS0934
 CS0934.The horizontal coordinates were scaled from a topographic map and have
 CS0934.an estimated accuracy of +/- 6 seconds.
 CS0934
 CS0934.The orthometric height was determined by differential leveling
 CS0934.and adjusted by the National Geodetic Survey in June 1991..
 CS0934
 CS0934.The geoid height was determined by GEOID03.
 CS0934
 CS0934.The dynamic height is computed by dividing the NAVD 88
 CS0934.geopotential number by the normal gravity value computed on the
 CS0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0934.degrees latitude (g = 980.6199 gals.).
 CS0934
 CS0934.The modeled gravity was interpolated from observed gravity values.
 CS0934
 CS0934;                    North         East    Units  Estimated Accuracy
 CS0934;SPC TXNC     - 2,046,730.      758,250.      MT  (+/- 180 meters Scaled)
 CS0934
 CS0934                          SUPERSEDED SURVEY CONTROL
 CS0934
 CS0934  NGVD 29 (??/??/92)  157.842  (m)          517.85   (f) ADJ UNCH    2 0
 CS0934
 CS0934.Superseded values are not recommended for survey control.
 CS0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0934.See file dsdata.txt to determine how the superseded data were derived.
 CS0934
 CS0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA053510(NAD 83)
 CS0934_MARKER: DB = BENCH MARK DISK
 CS0934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0934_SP_SET: CULVERT
 CS0934_STAMPING: C 955 1946
 CS0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0934
 CS0934  HISTORY     - Date     Condition        Report By
 CS0934  HISTORY     - 1946     MONUMENTED       CGS
 CS0934  HISTORY     - 20020824 GOOD             USPSQD
 CS0934
 CS0934                          STATION DESCRIPTION
 CS0934
 CS0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0934'1.1 MI W FROM FROST.
 CS0934'TO REACH FROM THE FROST BAPTIST CHURCH AT FROST GO NORTH 1 BLOCK ALONG
 CS0934'MAIN STREET, THENCE WESTERLY 1.1 MILES ALONG STATE HIGHWAY NO. 22 TO
 CS0934'SITE OF MARK, BENCH MARK IS 20.0 FEET SOUTH OF AND ABOUT LEVEL WITH
 CS0934'THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE WEST END OF THE SOUTH
 CS0934'HEADWALL OF AN 8 X 12 FT. TWO COMPARTMENT CONCRETE CULVERT.  A BRONZE
 CS0934'DISK STAMPED C 955 1946 SET IN A DRILL HOLE IN CONCRETE.
 CS0934
 CS0934                          STATION RECOVERY (2002)
 CS0934
 CS0934'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CS0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0730 ***********************************************************************
 CS0730  DESIGNATION -  C 956
 CS0730  PID         -  CS0730
 CS0730  STATE/COUNTY-  TX/HILL
 CS0730  USGS QUAD   -  MERTENS (1965)
 CS0730
 CS0730                         *CURRENT SURVEY CONTROL
 CS0730  ___________________________________________________________________
 CS0730* NAD 83(1986)-  32 01 36.     (N)    096 52 41.     (W)     SCALED    
 CS0730* NAVD 88     -       149.433  (meters)     490.26   (feet)  ADJUSTED  
 CS0730  ___________________________________________________________________
 CS0730  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CS0730  DYNAMIC HT  -         149.253 (meters)     489.67  (feet)  COMP
 CS0730  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 CS0730
 CS0730  VERT ORDER  -  SECOND    CLASS 0
 CS0730
 CS0730.The horizontal coordinates were scaled from a topographic map and have
 CS0730.an estimated accuracy of +/- 6 seconds.
 CS0730
 CS0730.The orthometric height was determined by differential leveling
 CS0730.and adjusted by the National Geodetic Survey in June 1991..
 CS0730
 CS0730.The geoid height was determined by GEOID03.
 CS0730
 CS0730.The dynamic height is computed by dividing the NAVD 88
 CS0730.geopotential number by the normal gravity value computed on the
 CS0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0730.degrees latitude (g = 980.6199 gals.).
 CS0730
 CS0730.The modeled gravity was interpolated from observed gravity values.
 CS0730
 CS0730;                    North         East    Units  Estimated Accuracy
 CS0730;SPC TXNC     - 2,041,110.      753,220.      MT  (+/- 180 meters Scaled)
 CS0730
 CS0730                          SUPERSEDED SURVEY CONTROL
 CS0730
 CS0730  NGVD 29 (??/??/92)  149.402  (m)          490.16   (f) ADJ UNCH    2 0
 CS0730
 CS0730.Superseded values are not recommended for survey control.
 CS0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0730.See file dsdata.txt to determine how the superseded data were derived.
 CS0730
 CS0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA003453(NAD 83)
 CS0730_MARKER: DB = BENCH MARK DISK
 CS0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0730_SP_SET: CULVERT
 CS0730_STAMPING: C 956 1945
 CS0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0730
 CS0730  HISTORY     - Date     Condition        Report By
 CS0730  HISTORY     - 1945     MONUMENTED       CGS
 CS0730  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CS0730
 CS0730                          STATION DESCRIPTION
 CS0730
 CS0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CS0730'2.4 MI S FROM MERTENS.
 CS0730'2.4 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 CS0730'THE STATION AT MERTENS, HILL COUNTY, 0.25 MILE SOUTH OF MILEPOST 211,
 CS0730'AT A DROP INLET CULVERT DATED 1907, IN THE NORTH END OF THE HEADWALL,
 CS0730'25 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 7 FEET LOWER THAN THE
 CS0730'TRACK.  A STANDARD DISK, STAMPED C 956 1945.
 CS0730
 CS0730                          STATION RECOVERY (1999)
 CS0730
 CS0730'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1479 ***********************************************************************
 CS1479  DESIGNATION -  C 957
 CS1479  PID         -  CS1479
 CS1479  STATE/COUNTY-  TX/DALLAS
 CS1479  USGS QUAD   -  FERRIS (1968)
 CS1479
 CS1479                         *CURRENT SURVEY CONTROL
 CS1479  ___________________________________________________________________
 CS1479* NAD 83(1986)-  32 35 10.     (N)    096 40 59.     (W)     SCALED    
 CS1479* NAVD 88     -       141.056  (meters)     462.78   (feet)  ADJUSTED  
 CS1479  ___________________________________________________________________
 CS1479  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CS1479  DYNAMIC HT  -         140.894 (meters)     462.25  (feet)  COMP
 CS1479  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CS1479
 CS1479  VERT ORDER  -  SECOND    CLASS 0
 CS1479
 CS1479.The horizontal coordinates were scaled from a topographic map and have
 CS1479.an estimated accuracy of +/- 6 seconds.
 CS1479
 CS1479.The orthometric height was determined by differential leveling
 CS1479.and adjusted by the National Geodetic Survey in June 1991..
 CS1479
 CS1479.The geoid height was determined by GEOID03.
 CS1479
 CS1479.The dynamic height is computed by dividing the NAVD 88
 CS1479.geopotential number by the normal gravity value computed on the
 CS1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1479.degrees latitude (g = 980.6199 gals.).
 CS1479
 CS1479.The modeled gravity was interpolated from observed gravity values.
 CS1479
 CS1479;                    North         East    Units  Estimated Accuracy
 CS1479;SPC TXNC     - 2,103,430.      770,560.      MT  (+/- 180 meters Scaled)
 CS1479
 CS1479                          SUPERSEDED SURVEY CONTROL
 CS1479
 CS1479  NGVD 29 (??/??/92)  141.064  (m)          462.81   (f) ADJ UNCH    2 0
 CS1479
 CS1479.Superseded values are not recommended for survey control.
 CS1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1479.See file dsdata.txt to determine how the superseded data were derived.
 CS1479
 CS1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB174077(NAD 83)
 CS1479_MARKER: DB = BENCH MARK DISK
 CS1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1479_STAMPING: C 957 1946
 CS1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1479+STABILITY: SURFACE MOTION
 CS1479
 CS1479  HISTORY     - Date     Condition        Report By
 CS1479  HISTORY     - 1946     MONUMENTED       CGS
 CS1479  HISTORY     - 1959     MARK NOT FOUND   USGS
 CS1479
 CS1479                          STATION DESCRIPTION
 CS1479
 CS1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1479'0.5 MI S FROM WILMER.
 CS1479'0.5 MILE SOUTH ALONG U.S. HIGHWAY 75 FROM THE CROSSING OF THE TEXAS
 CS1479'AND NEW ORLEANS RAILROAD AT WILMER.  0.2 MILE SOUTH OF THE CROSSING OF
 CS1479'A HARD SURFACED ROAD, 38.0 FEET EAST OF AND 2.0 FEET LOWER THAN THE
 CS1479'CENTER LINE OF THE HIGHWAY, 25.0 FEET NORTHEAST OF THE CITY LIMIT
 CS1479'SIGN, 13.0 FEET EAST OF A TELEPHONE POLE, 2.0 FEET SOUTH OF A WHITE
 CS1479'4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS1479'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 CS1479
 CS1479                          STATION RECOVERY (1959)
 CS1479
 CS1479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1489 ***********************************************************************
 CS1489  DESIGNATION -  C 958
 CS1489  PID         -  CS1489
 CS1489  STATE/COUNTY-  TX/DALLAS
 CS1489  USGS QUAD   -  INDIA (1973)
 CS1489
 CS1489                         *CURRENT SURVEY CONTROL
 CS1489  ___________________________________________________________________
 CS1489* NAD 83(1986)-  32 34 59.     (N)    096 37 04.     (W)     SCALED    
 CS1489* NAVD 88     -       131.670  (meters)     431.99   (feet)  ADJUSTED  
 CS1489  ___________________________________________________________________
 CS1489  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CS1489  DYNAMIC HT  -         131.520 (meters)     431.50  (feet)  COMP
 CS1489  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 CS1489
 CS1489  VERT ORDER  -  SECOND    CLASS 0
 CS1489
 CS1489.The horizontal coordinates were scaled from a topographic map and have
 CS1489.an estimated accuracy of +/- 6 seconds.
 CS1489
 CS1489.The orthometric height was determined by differential leveling
 CS1489.and adjusted by the National Geodetic Survey in June 1991..
 CS1489
 CS1489.The geoid height was determined by GEOID03.
 CS1489
 CS1489.The dynamic height is computed by dividing the NAVD 88
 CS1489.geopotential number by the normal gravity value computed on the
 CS1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1489.degrees latitude (g = 980.6199 gals.).
 CS1489
 CS1489.The modeled gravity was interpolated from observed gravity values.
 CS1489
 CS1489;                    North         East    Units  Estimated Accuracy
 CS1489;SPC TXNC     - 2,103,200.      776,700.      MT  (+/- 180 meters Scaled)
 CS1489
 CS1489                          SUPERSEDED SURVEY CONTROL
 CS1489
 CS1489  NGVD 29 (??/??/92)  131.679  (m)          432.02   (f) ADJ UNCH    2 0
 CS1489
 CS1489.Superseded values are not recommended for survey control.
 CS1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1489.See file dsdata.txt to determine how the superseded data were derived.
 CS1489
 CS1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB236075(NAD 83)
 CS1489_MARKER: DB = BENCH MARK DISK
 CS1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1489_STAMPING: C 958 1946
 CS1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1489+STABILITY: SURFACE MOTION
 CS1489
 CS1489  HISTORY     - Date     Condition        Report By
 CS1489  HISTORY     - 1946     MONUMENTED       CGS
 CS1489  HISTORY     - 1958     GOOD             NGS
 CS1489
 CS1489                          STATION DESCRIPTION
 CS1489
 CS1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1489'5.1 MI NE FROM FERRIS.
 CS1489'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS1489'FERRIS, GO NORTH 1.8 MILES ALONG U.S. HIGHWAY 75, THENCE NORTHEAST 3.3
 CS1489'MILES ALONG THE MALLOY BRIDGE ROAD TO THE SITE OF THE MARK.  THE MARK
 CS1489'IS SET AT A JUNCTION OF THE MALLOY BRIDGE ROAD AND A T ROAD LEADING
 CS1489'SOUTH.  49.0 FEET SOUTH OF THE CENTER LINE OF THE MALLOY BRIDGE ROAD,
 CS1489'15.0 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 2.0 FEET
 CS1489'NORTH OF AN R.E.A. POWER POLE, 1.5 FEET LOWER THAN THE MALLOY BRIDGE
 CS1489'ROAD, 1.0 FEET SOUTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN
 CS1489'THE TOP OF A CONCRETE POST.
 CS1489
 CS1489                          STATION RECOVERY (1958)
 CS1489
 CS1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1506 ***********************************************************************
 CS1506  DESIGNATION -  C 959
 CS1506  PID         -  CS1506
 CS1506  STATE/COUNTY-  TX/DALLAS
 CS1506  USGS QUAD   -  FERRIS (1968)
 CS1506
 CS1506                         *CURRENT SURVEY CONTROL
 CS1506  ___________________________________________________________________
 CS1506* NAD 83(1986)-  32 34 00.     (N)    096 37 36.     (W)     SCALED    
 CS1506* NAVD 88     -       117.770  (meters)     386.38   (feet)  ADJUSTED  
 CS1506  ___________________________________________________________________
 CS1506  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CS1506  DYNAMIC HT  -         117.635 (meters)     385.94  (feet)  COMP
 CS1506  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 CS1506
 CS1506  VERT ORDER  -  SECOND    CLASS 0
 CS1506
 CS1506.The horizontal coordinates were scaled from a topographic map and have
 CS1506.an estimated accuracy of +/- 6 seconds.
 CS1506
 CS1506.The orthometric height was determined by differential leveling
 CS1506.and adjusted by the National Geodetic Survey in June 1991..
 CS1506
 CS1506.The geoid height was determined by GEOID03.
 CS1506
 CS1506.The dynamic height is computed by dividing the NAVD 88
 CS1506.geopotential number by the normal gravity value computed on the
 CS1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1506.degrees latitude (g = 980.6199 gals.).
 CS1506
 CS1506.The modeled gravity was interpolated from observed gravity values.
 CS1506
 CS1506;                    North         East    Units  Estimated Accuracy
 CS1506;SPC TXNC     - 2,101,370.      775,890.      MT  (+/- 180 meters Scaled)
 CS1506
 CS1506                          SUPERSEDED SURVEY CONTROL
 CS1506
 CS1506  NGVD 29 (??/??/92)  117.778  (m)          386.41   (f) ADJ UNCH    2 0
 CS1506
 CS1506.Superseded values are not recommended for survey control.
 CS1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1506.See file dsdata.txt to determine how the superseded data were derived.
 CS1506
 CS1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB228057(NAD 83)
 CS1506_MARKER: DB = BENCH MARK DISK
 CS1506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1506_SP_SET: CULVERT
 CS1506_STAMPING: C 959 1946
 CS1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1506
 CS1506  HISTORY     - Date     Condition        Report By
 CS1506  HISTORY     - 1946     MONUMENTED       CGS
 CS1506  HISTORY     - 20060102 GOOD             HALFF
 CS1506
 CS1506                          STATION DESCRIPTION
 CS1506
 CS1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1506'4.5 MI NE FROM FERRIS.
 CS1506'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS1506'FERRIS, GO NORTH 1.8 MILES ALONG U.S. HIGHWAY NO. 75, THENCE NORTHEAST
 CS1506'2.2 MILES ALONG MALLOY BRIDGE ROAD, THENCE SOUTHEAST 0.5 MILES ALONG A
 CS1506'GRAVEL SURFACED ROAD TO THE SITE OF THE MARK.  BENCH MARK IS ABOUT 0.1
 CS1506'MILES NORTHWEST OF A T-ROAD LEADING EAST, IN THE NORTHWEST END OF THE
 CS1506'SOUTHWEST HEADWALL OF A 10 X 4 CONCRETE CULVERT, 15.2 FEET SOUTHWEST
 CS1506'OF AND 1.5 FEET HIGHER THAN THE CENTER LINE OF THE ROAD.
 CS1506
 CS1506                          STATION RECOVERY (2006)
 CS1506
 CS1506'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2006 (AA)
 CS1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0439 ***********************************************************************
 CR0439  DESIGNATION -  C 96
 CR0439  PID         -  CR0439
 CR0439  STATE/COUNTY-  TX/SMITH
 CR0439  USGS QUAD   -  TYLER NORTH (1973)
 CR0439
 CR0439                         *CURRENT SURVEY CONTROL
 CR0439  ___________________________________________________________________
 CR0439* NAD 83(1986)-  32 24 44.     (N)    095 20 23.     (W)     SCALED    
 CR0439* NAVD 88     -       149.771  (meters)     491.37   (feet)  ADJUSTED  
 CR0439  ___________________________________________________________________
 CR0439  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0439  DYNAMIC HT  -         149.596 (meters)     490.80  (feet)  COMP
 CR0439  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 CR0439
 CR0439  VERT ORDER  -  FIRST     CLASS II
 CR0439
 CR0439.The horizontal coordinates were scaled from a topographic map and have
 CR0439.an estimated accuracy of +/- 6 seconds.
 CR0439
 CR0439.The orthometric height was determined by differential leveling
 CR0439.and adjusted by the National Geodetic Survey in June 1991..
 CR0439
 CR0439.The geoid height was determined by GEOID03.
 CR0439
 CR0439.The dynamic height is computed by dividing the NAVD 88
 CR0439.geopotential number by the normal gravity value computed on the
 CR0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0439.degrees latitude (g = 980.6199 gals.).
 CR0439
 CR0439.The modeled gravity was interpolated from observed gravity values.
 CR0439
 CR0439;                    North         East    Units  Estimated Accuracy
 CR0439;SPC TXNC     - 2,087,150.      897,220.      MT  (+/- 180 meters Scaled)
 CR0439
 CR0439                          SUPERSEDED SURVEY CONTROL
 CR0439
 CR0439  NGVD 29 (??/??/92)  149.801  (m)          491.47   (f) ADJ UNCH    1 2
 CR0439
 CR0439.Superseded values are not recommended for survey control.
 CR0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0439.See file dsdata.txt to determine how the superseded data were derived.
 CR0439
 CR0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR799885(NAD 83)
 CR0439_MARKER: DB = BENCH MARK DISK
 CR0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0439_STAMPING: 491.298 C 96 1933
 CR0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0439+STABILITY: SURFACE MOTION
 CR0439
 CR0439  HISTORY     - Date     Condition        Report By
 CR0439  HISTORY     - 1933     MONUMENTED       CGS
 CR0439  HISTORY     - 1959     MARK NOT FOUND   NGS
 CR0439  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0439
 CR0439                          STATION DESCRIPTION
 CR0439
 CR0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0439'4.8 MI N FROM TYLER.
 CR0439'4.8 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 CR0439'TYLER, SMITH COUNTY, ABOUT 1000 FEET NORTH OF MILEPOST 24, 40 FEET
 CR0439'SOUTH OF AN OLD ROAD CROSSING AND 25 FEET EAST OF THE TRACK.  A
 CR0439'STANDARD DISK, STAMPED 491.298 C 96 1933 AND SET IN THE TOP OF A
 CR0439'CONCRETE POST.
 CR0439
 CR0439                          STATION RECOVERY (2004)
 CR0439
 CR0439'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0210 ***********************************************************************
 CS0210  DESIGNATION -  C 960
 CS0210  PID         -  CS0210
 CS0210  STATE/COUNTY-  TX/KAUFMAN
 CS0210  USGS QUAD   -  FORNEY NORTH (1973)
 CS0210
 CS0210                         *CURRENT SURVEY CONTROL
 CS0210  ___________________________________________________________________
 CS0210* NAD 83(1986)-  32 45 22.     (N)    096 29 07.     (W)     SCALED    
 CS0210* NAVD 88     -       120.266  (meters)     394.57   (feet)  ADJUSTED  
 CS0210  ___________________________________________________________________
 CS0210  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0210  DYNAMIC HT  -         120.133 (meters)     394.14  (feet)  COMP
 CS0210  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 CS0210
 CS0210  VERT ORDER  -  SECOND    CLASS 0
 CS0210
 CS0210.The horizontal coordinates were scaled from a topographic map and have
 CS0210.an estimated accuracy of +/- 6 seconds.
 CS0210
 CS0210.The orthometric height was determined by differential leveling
 CS0210.and adjusted by the National Geodetic Survey in June 1991..
 CS0210
 CS0210.The geoid height was determined by GEOID03.
 CS0210
 CS0210.The dynamic height is computed by dividing the NAVD 88
 CS0210.geopotential number by the normal gravity value computed on the
 CS0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0210.degrees latitude (g = 980.6199 gals.).
 CS0210
 CS0210.The modeled gravity was interpolated from observed gravity values.
 CS0210
 CS0210;                    North         East    Units  Estimated Accuracy
 CS0210;SPC TXNC     - 2,122,620.      788,770.      MT  (+/- 180 meters Scaled)
 CS0210
 CS0210                          SUPERSEDED SURVEY CONTROL
 CS0210
 CS0210  NGVD 29 (??/??/92)  120.284  (m)          394.63   (f) ADJ UNCH    2 0
 CS0210
 CS0210.Superseded values are not recommended for survey control.
 CS0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0210.See file dsdata.txt to determine how the superseded data were derived.
 CS0210
 CS0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB355270(NAD 83)
 CS0210_MARKER: DB = BENCH MARK DISK
 CS0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0210_STAMPING: C 960 1946
 CS0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0210+STABILITY: SURFACE MOTION
 CS0210
 CS0210  HISTORY     - Date     Condition        Report By
 CS0210  HISTORY     - 1946     MONUMENTED       CGS
 CS0210  HISTORY     - 1952     GOOD             NGS
 CS0210  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS0210  HISTORY     - 19930421 MARK NOT FOUND   USPSQD
 CS0210
 CS0210                          STATION DESCRIPTION
 CS0210
 CS0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0210'1.25 MI W FROM FORNEY.
 CS0210'1.25 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0210'AT FORNEY, 4 POLES WEST OF MILEPOST 195, 47.2 FEET SOUTH OF THE SOUTH
 CS0210'RAIL, 3 FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A WITNESS POST,
 CS0210'6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 CS0210'WHICH IS 0.5 FOOT BELOW THE TOP OF THE GROUND.  NOTE-- AREA WAS
 CS0210'RECENTLY FLOODED AND BM MAY BE BURIED.
 CS0210
 CS0210                          STATION RECOVERY (1958)
 CS0210
 CS0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS0210'MARK NOT FOUND.
 CS0210
 CS0210                          STATION RECOVERY (1993)
 CS0210
 CS0210'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1458 ***********************************************************************
 CS1458  DESIGNATION -  C 961
 CS1458  PID         -  CS1458
 CS1458  STATE/COUNTY-  TX/DALLAS
 CS1458  USGS QUAD   -  SEAGOVILLE (1973)
 CS1458
 CS1458                         *CURRENT SURVEY CONTROL
 CS1458  ___________________________________________________________________
 CS1458* NAD 83(1986)-  32 40 13.     (N)    096 35 26.     (W)     SCALED    
 CS1458* NAVD 88     -       131.076  (meters)     430.04   (feet)  ADJUSTED  
 CS1458  ___________________________________________________________________
 CS1458  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CS1458  DYNAMIC HT  -         130.929 (meters)     429.56  (feet)  COMP
 CS1458  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 CS1458
 CS1458  VERT ORDER  -  SECOND    CLASS 0
 CS1458
 CS1458.The horizontal coordinates were scaled from a topographic map and have
 CS1458.an estimated accuracy of +/- 6 seconds.
 CS1458
 CS1458.The orthometric height was determined by differential leveling
 CS1458.and adjusted by the National Geodetic Survey in June 1991..
 CS1458
 CS1458.The geoid height was determined by GEOID03.
 CS1458
 CS1458.The dynamic height is computed by dividing the NAVD 88
 CS1458.geopotential number by the normal gravity value computed on the
 CS1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1458.degrees latitude (g = 980.6199 gals.).
 CS1458
 CS1458.The modeled gravity was interpolated from observed gravity values.
 CS1458
 CS1458;                    North         East    Units  Estimated Accuracy
 CS1458;SPC TXNC     - 2,112,920.      779,080.      MT  (+/- 180 meters Scaled)
 CS1458
 CS1458                          SUPERSEDED SURVEY CONTROL
 CS1458
 CS1458  NGVD 29 (??/??/92)  131.091  (m)          430.09   (f) ADJ UNCH    2 0
 CS1458
 CS1458.Superseded values are not recommended for survey control.
 CS1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1458.See file dsdata.txt to determine how the superseded data were derived.
 CS1458
 CS1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB259173(NAD 83)
 CS1458_MARKER: DB = BENCH MARK DISK
 CS1458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1458_SP_SET: ABUTMENT
 CS1458_STAMPING: C 961 1946
 CS1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1458
 CS1458  HISTORY     - Date     Condition        Report By
 CS1458  HISTORY     - 1946     MONUMENTED       CGS
 CS1458  HISTORY     - 1958     GOOD             NGS
 CS1458
 CS1458                          STATION DESCRIPTION
 CS1458
 CS1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1458'3.6 MI NW FROM SEAGOVILLE.
 CS1458'ABOUT 3.6 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 175 FROM THE
 CS1458'SEAGOVILLE GRADE SCHOOL, IN THE NORTHEND OF THE NORTHWEST ABUTMENT OF
 CS1458'THE GOFF BRANCH BRIDGE, 15 FEET NORTH OF AND LEVEL WITH THE CENTER
 CS1458'LINE OF THE HIGHWAY.
 CS1458
 CS1458                          STATION RECOVERY (1958)
 CS1458
 CS1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0290 ***********************************************************************
 AY0290  DESIGNATION -  C 962
 AY0290  PID         -  AY0290
 AY0290  STATE/COUNTY-  TX/BEXAR
 AY0290  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0290
 AY0290                         *CURRENT SURVEY CONTROL
 AY0290  ___________________________________________________________________
 AY0290* NAD 83(1986)-  29 23 19.     (N)    098 28 56.     (W)     SCALED    
 AY0290* NAVD 88     -       186.105  (meters)     610.58   (feet)  ADJUSTED  
 AY0290  ___________________________________________________________________
 AY0290  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AY0290  DYNAMIC HT  -         185.834 (meters)     609.69  (feet)  COMP
 AY0290  MODELED GRAV-     979,187.1   (mgal)                       NAVD 88
 AY0290
 AY0290  VERT ORDER  -  FIRST     CLASS II
 AY0290
 AY0290.The horizontal coordinates were scaled from a topographic map and have
 AY0290.an estimated accuracy of +/- 6 seconds.
 AY0290
 AY0290.The orthometric height was determined by differential leveling
 AY0290.and adjusted by the National Geodetic Survey in June 1991..
 AY0290
 AY0290.The geoid height was determined by GEOID03.
 AY0290
 AY0290.The dynamic height is computed by dividing the NAVD 88
 AY0290.geopotential number by the normal gravity value computed on the
 AY0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0290.degrees latitude (g = 980.6199 gals.).
 AY0290
 AY0290.The modeled gravity was interpolated from observed gravity values.
 AY0290
 AY0290;                    North         East    Units  Estimated Accuracy
 AY0290;SPC TXSC     - 4,172,480.      650,260.      MT  (+/- 180 meters Scaled)
 AY0290
 AY0290                          SUPERSEDED SURVEY CONTROL
 AY0290
 AY0290.No superseded survey control is available for this station.
 AY0290
 AY0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT502511(NAD 83)
 AY0290_MARKER: DB = BENCH MARK DISK
 AY0290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0290_SP_SET: BUILDING
 AY0290_STAMPING: C 962 1946
 AY0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY0290+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AY0290
 AY0290  HISTORY     - Date     Condition        Report By
 AY0290  HISTORY     - 1946     MONUMENTED       CGS
 AY0290  HISTORY     - 1980     GOOD             NGS
 AY0290  HISTORY     - 19950504 GOOD             USPSQD
 AY0290  HISTORY     - 20041027 GOOD             USPSQD
 AY0290
 AY0290                          STATION DESCRIPTION
 AY0290
 AY0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0290'IN SAN ANTONIO.
 AY0290'AT SAN ANTONIO, ABOUT 100.0 FEET SOUTHEAST OF THE JUNCTION OF SCHOOL
 AY0290'AND MONROE STREETS, AT THE RIVERSIDE PARK SCHOOL, 42.1 FEET SOUTH OF
 AY0290'THE SOUTH EDGE OF SIDEWALK ALONG THE SOUTH SIDE OF SCHOOL STREET, SET
 AY0290'VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY ONE OF THE TWO SCHOOL
 AY0290'BUILDINGS, 1.0 FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND
 AY0290'1.5 FEET ABOVE THE GROUND.
 AY0290
 AY0290                          STATION RECOVERY (1980)
 AY0290
 AY0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0290'RECOVERED IN GOOD CONDITION.
 AY0290
 AY0290                          STATION RECOVERY (1995)
 AY0290
 AY0290'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0290'RECOVERED IN GOOD CONDITION.
 AY0290
 AY0290                          STATION RECOVERY (2004)
 AY0290
 AY0290'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AY0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0255 ***********************************************************************
 AY0255  DESIGNATION -  C 963
 AY0255  PID         -  AY0255
 AY0255  STATE/COUNTY-  TX/BEXAR
 AY0255  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0255
 AY0255                         *CURRENT SURVEY CONTROL
 AY0255  ___________________________________________________________________
 AY0255* NAD 83(1986)-  29 27 57.     (N)    098 28 32.     (W)     SCALED    
 AY0255* NAVD 88     -       231.467  (meters)     759.40   (feet)  ADJUSTED  
 AY0255  ___________________________________________________________________
 AY0255  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AY0255  DYNAMIC HT  -         231.130 (meters)     758.30  (feet)  COMP
 AY0255  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 AY0255
 AY0255  VERT ORDER  -  FIRST     CLASS II
 AY0255
 AY0255.The horizontal coordinates were scaled from a topographic map and have
 AY0255.an estimated accuracy of +/- 6 seconds.
 AY0255
 AY0255.The orthometric height was determined by differential leveling
 AY0255.and adjusted by the National Geodetic Survey in June 1991..
 AY0255
 AY0255.The geoid height was determined by GEOID03.
 AY0255
 AY0255.The dynamic height is computed by dividing the NAVD 88
 AY0255.geopotential number by the normal gravity value computed on the
 AY0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0255.degrees latitude (g = 980.6199 gals.).
 AY0255
 AY0255.The modeled gravity was interpolated from observed gravity values.
 AY0255
 AY0255;                    North         East    Units  Estimated Accuracy
 AY0255;SPC TXSC     - 4,181,040.      650,860.      MT  (+/- 180 meters Scaled)
 AY0255
 AY0255                          SUPERSEDED SURVEY CONTROL
 AY0255
 AY0255  NGVD 29 (??/??/92)  231.345  (m)          759.00   (f) ADJ UNCH    1 2
 AY0255
 AY0255.Superseded values are not recommended for survey control.
 AY0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0255.See file dsdata.txt to determine how the superseded data were derived.
 AY0255
 AY0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT508597(NAD 83)
 AY0255_MARKER: DB = BENCH MARK DISK
 AY0255_SETTING: 66 = SET IN ROCK OUTCROP
 AY0255_SP_SET: BEDROCK OUTCROP
 AY0255_STAMPING: C 963 1946
 AY0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0255+STABILITY: POSITION/ELEVATION WELL
 AY0255
 AY0255  HISTORY     - Date     Condition        Report By
 AY0255  HISTORY     - 1946     MONUMENTED       CGS
 AY0255  HISTORY     - 1989     GOOD             USPSQD
 AY0255  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 AY0255
 AY0255                          STATION DESCRIPTION
 AY0255
 AY0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0255'IN SAN ANTONIO.
 AY0255'AT SAN ANTONIO, ALONG HILDEBRAND AVENUE, 0.25 MILE EAST OF THE
 AY0255'JUNCTION OF STADIUM DRIVE, 0.4 MILE WEST OF BRIDGE OVER SAN ANTONIO
 AY0255'RIVER, 95.0 FEET WEST OF THE CENTER LINE OF HILDEBRAND AVENUE MEASURED
 AY0255'FROM A POINT 120.0 FEET WEST OF THE TOP OF THE FIRST HILL EAST OF
 AY0255'STADIUM DRIVE, 70.5 FEET NORTHWEST OF A LARGE SQUARE SPIKE DRIVEN INTO
 AY0255'THE NORTHWEST SIDE OF THE BASE OF A 10-INCH OAK TREE (0.4 FOOT ABOVE
 AY0255'THE GROUND), 69.0 FEET EAST OF A RAILROAD SPIKE DRIVEN INTO THE EAST
 AY0255'FACE OF A 10-INCH HACKBERRY TREE (4.0 FEET ABOVE THE GROUND), 30.0
 AY0255'FEET SOUTHWEST OF A RAILROAD SPIKE DRIVEN INTO THE SOUTHWEST SIDE OF
 AY0255'AN 8-INCH HACKBERRY TREE (5.0 FEET ABOVE THE GROUND AND AT A FORK IN
 AY0255'THE TREE), ABOUT 8.0 FEET EAST OF THE CENTER OF A LOW BROKEN ROCK
 AY0255'TERRACE, SET IN THE TOP OF THE SOUTHWEST CORNER OF A BEDROCK OUTCROP,
 AY0255'0.1 FOOT ABOVE THE GROUND AND COUNTERSUNK ABOUT 1/2 INCH.
 AY0255
 AY0255                          STATION RECOVERY (1989)
 AY0255
 AY0255'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0255'RECOVERED IN GOOD CONDITION.
 AY0255
 AY0255                          STATION RECOVERY (1999)
 AY0255
 AY0255'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0768 ***********************************************************************
 AY0768  DESIGNATION -  C 964
 AY0768  PID         -  AY0768
 AY0768  STATE/COUNTY-  TX/BEXAR
 AY0768  USGS QUAD   -  MACDONA (1991)
 AY0768
 AY0768                         *CURRENT SURVEY CONTROL
 AY0768  ___________________________________________________________________
 AY0768* NAD 83(1986)-  29 19 25.     (N)    098 38 22.     (W)     SCALED    
 AY0768* NAVD 88     -       188.054  (meters)     616.97   (feet)  POSTED    
 AY0768  ___________________________________________________________________
 AY0768  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AY0768  DYNAMIC HT  -         187.780 (meters)     616.07  (feet)  COMP
 AY0768  MODELED GRAV-     979,196.1   (mgal)                       NAVD 88
 AY0768
 AY0768  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0768
 AY0768.The horizontal coordinates were scaled from a topographic map and have
 AY0768.an estimated accuracy of +/- 6 seconds.
 AY0768
 AY0768.The orthometric height was determined by differential leveling
 AY0768.and adjusted by the National Geodetic Survey in 1992..
 AY0768.No vertical observational check was made to the station.
 AY0768.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0768.was located on a no-check spur therefore a value was not computed.
 AY0768
 AY0768.The geoid height was determined by GEOID03.
 AY0768
 AY0768.The dynamic height is computed by dividing the NAVD 88
 AY0768.geopotential number by the normal gravity value computed on the
 AY0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0768.degrees latitude (g = 980.6199 gals.).
 AY0768
 AY0768.The modeled gravity was interpolated from observed gravity values.
 AY0768
 AY0768;                    North         East    Units  Estimated Accuracy
 AY0768;SPC TXSC     - 4,165,220.      635,020.      MT  (+/- 180 meters Scaled)
 AY0768
 AY0768                          SUPERSEDED SURVEY CONTROL
 AY0768
 AY0768  NGVD 29 (??/??/92)  187.930  (m)          616.57   (f) ADJ UNCH    1 2
 AY0768
 AY0768.Superseded values are not recommended for survey control.
 AY0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0768.See file dsdata.txt to determine how the superseded data were derived.
 AY0768
 AY0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT350438(NAD 83)
 AY0768_MARKER: DB = BENCH MARK DISK
 AY0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0768_SP_SET: FOUNDATION
 AY0768_STAMPING: C 964 1946
 AY0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0768
 AY0768  HISTORY     - Date     Condition        Report By
 AY0768  HISTORY     - 1946     MONUMENTED       CGS
 AY0768  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0768  HISTORY     - 19991210 MARK NOT FOUND   USPSQD
 AY0768
 AY0768                          STATION DESCRIPTION
 AY0768
 AY0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0768'3.5 MI E FROM MACDONA.
 AY0768'ALONG THE TEXAS AND NEW ORLEANS RAILROAD, 3.5 MILES EAST OF THE
 AY0768'STATION SIGN AT MACDONA, 200.0 FEET WEST OF MILEPOST 223, SET IN THE
 AY0768'TOP OF THE CONCRETE FOUNDATION FOR RAILWAY SIGNAL TOWER 223.0, 7.0
 AY0768'FEET SOUTH OF THE SOUTH RAIL, MIDWAY BETWEEN THE LADDER AND CONTROL
 AY0768'BOX.
 AY0768
 AY0768                          STATION RECOVERY (1966)
 AY0768
 AY0768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0768'MARK NOT FOUND.
 AY0768
 AY0768                          STATION RECOVERY (1999)
 AY0768
 AY0768'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0734 ***********************************************************************
 CR0734  DESIGNATION -  C 965
 CR0734  PID         -  CR0734
 CR0734  STATE/COUNTY-  TX/VAN ZANDT
 CR0734  USGS QUAD   -  BEN WHEELER (1984)
 CR0734
 CR0734                         *CURRENT SURVEY CONTROL
 CR0734  ___________________________________________________________________
 CR0734* NAD 83(1986)-  32 25 21.     (N)    095 40 16.     (W)     SCALED    
 CR0734* NAVD 88     -       173.021  (meters)     567.65   (feet)  ADJUSTED  
 CR0734  ___________________________________________________________________
 CR0734  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CR0734  DYNAMIC HT  -         172.819 (meters)     566.99  (feet)  COMP
 CR0734  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 CR0734
 CR0734  VERT ORDER  -  SECOND    CLASS 0
 CR0734
 CR0734.The horizontal coordinates were scaled from a topographic map and have
 CR0734.an estimated accuracy of +/- 6 seconds.
 CR0734
 CR0734.The orthometric height was determined by differential leveling
 CR0734.and adjusted by the National Geodetic Survey in June 1991..
 CR0734
 CR0734.The geoid height was determined by GEOID03.
 CR0734
 CR0734.The dynamic height is computed by dividing the NAVD 88
 CR0734.geopotential number by the normal gravity value computed on the
 CR0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0734.degrees latitude (g = 980.6199 gals.).
 CR0734
 CR0734.The modeled gravity was interpolated from observed gravity values.
 CR0734
 CR0734;                    North         East    Units  Estimated Accuracy
 CR0734;SPC TXNC     - 2,087,400.      866,030.      MT  (+/- 180 meters Scaled)
 CR0734
 CR0734                          SUPERSEDED SURVEY CONTROL
 CR0734
 CR0734  NGVD 29 (??/??/92)  173.034  (m)          567.70   (f) ADJ UNCH    2 0
 CR0734
 CR0734.Superseded values are not recommended for survey control.
 CR0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0734.See file dsdata.txt to determine how the superseded data were derived.
 CR0734
 CR0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR488904(NAD 83)
 CR0734_MARKER: DB = BENCH MARK DISK
 CR0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0734_STAMPING: C 965 1948
 CR0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0734+STABILITY: SURFACE MOTION
 CR0734
 CR0734  HISTORY     - Date     Condition        Report By
 CR0734  HISTORY     - 1948     MONUMENTED       CGS
 CR0734  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0734  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0734
 CR0734                          STATION DESCRIPTION
 CR0734
 CR0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0734'2.55 MI SE FROM BEN WHEELER.
 CR0734'2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT
 CR0734'BEN WHEELER, AT AN INTERSECTION WITH A NORTHEAST-SOUTHWEST DIRT ROAD,
 CR0734'203.5 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 67.5 FEET
 CR0734'SOUTHEAST OF A POINT WHERE A NORTHEAST-SOUTHWEST POWER LINE CROSSES
 CR0734'OVER A NORTHWEST-SOUTHEAST POWER LINE, 49.7 FEET NORTHEAST OF THE
 CR0734'CENTER LINE OF THE HIGHWAY, 24.3 FEET EAST OF A 12-INCH HICKORY TREE,
 CR0734'2.5 FEET NORTHWEST OF A REFERENCE POST, 1.0 FOOT SOUTHWEST OF A FENCE,
 CR0734'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CR0734'GROUND.
 CR0734
 CR0734                          STATION RECOVERY (1995)
 CR0734
 CR0734'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0734'MARK NOT FOUND.
 CR0734
 CR0734                          STATION RECOVERY (2004)
 CR0734
 CR0734'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1668 ***********************************************************************
 BY1668  DESIGNATION -  C 966
 BY1668  PID         -  BY1668
 BY1668  STATE/COUNTY-  TX/TRINITY
 BY1668  USGS QUAD   -  GLENDALE (1972)
 BY1668
 BY1668                         *CURRENT SURVEY CONTROL
 BY1668  ___________________________________________________________________
 BY1668* NAD 83(1986)-  31 01 25.     (N)    095 17 45.     (W)     SCALED    
 BY1668* NAVD 88     -        87.39   (+/-2cm)     286.7    (feet)  VERTCON   
 BY1668  ___________________________________________________________________
 BY1668  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY1668
 BY1668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1668
 BY1668.The horizontal coordinates were scaled from a topographic map and have
 BY1668.an estimated accuracy of +/- 6 seconds.
 BY1668
 BY1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1668.The vertical order pertains to the NGVD 29 superseded value.
 BY1668
 BY1668.The geoid height was determined by GEOID03.
 BY1668
 BY1668;                    North         East    Units  Estimated Accuracy
 BY1668;SPC TX C     - 3,161,310.    1,180,760.      MT  (+/- 180 meters Scaled)
 BY1668
 BY1668                          SUPERSEDED SURVEY CONTROL
 BY1668
 BY1668  NGVD 29 (??/??/92)   87.398  (m)          286.74   (f) ADJ UNCH    2 0
 BY1668
 BY1668.Superseded values are not recommended for survey control.
 BY1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1668.See file dsdata.txt to determine how the superseded data were derived.
 BY1668
 BY1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ808344(NAD 83)
 BY1668_MARKER: DB = BENCH MARK DISK
 BY1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1668_STAMPING: C 966 1948
 BY1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1668+STABILITY: SURFACE MOTION
 BY1668
 BY1668  HISTORY     - Date     Condition        Report By
 BY1668  HISTORY     - 1948     MONUMENTED       CGS
 BY1668
 BY1668                          STATION DESCRIPTION
 BY1668
 BY1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1668'0.65 MI NE FROM GLENDALE.
 BY1668'0.65 MILE NORTHEAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 BY1668'GLENDALE, AT THE SAGLEN CONSOLIDATED SCHOOL, 230.3 FEET NORTH OF THE
 BY1668'CENTER LINE OF THE HIGHWAY, 157.4 FEET SOUTHEAST OF THE SOUTHWEST
 BY1668'CORNER OF THE SCHOOL BUILDING, 157.3 FEET SOUTHWEST OF THE SOUTHEAST
 BY1668'CORNER OF THE SCHOOL BUILDING, 35.0 FEET EAST OF THE CENTER LINE OF A
 BY1668'GRAVELED DRIVE, 3.7 FEET NORTH OF A FLAGPOLE AND IN LINE WITH THE
 BY1668'FLAGPOLE AND THE MAIN ENTRANCE TO THE SCHOOL, SET IN THE TOP OF A
 BY1668'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0745 ***********************************************************************
 BY0745  DESIGNATION -  C 968
 BY0745  PID         -  BY0745
 BY0745  STATE/COUNTY-  TX/TRINITY
 BY0745  USGS QUAD   -  WELLS SW (1980)
 BY0745
 BY0745                         *CURRENT SURVEY CONTROL
 BY0745  ___________________________________________________________________
 BY0745* NAD 83(1986)-  31 17 25.     (N)    094 52 48.     (W)     SCALED    
 BY0745* NAVD 88     -        53.67   (+/-2cm)     176.1    (feet)  VERTCON   
 BY0745  ___________________________________________________________________
 BY0745  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BY0745
 BY0745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0745
 BY0745.The horizontal coordinates were scaled from a topographic map and have
 BY0745.an estimated accuracy of +/- 6 seconds.
 BY0745
 BY0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0745.The vertical order pertains to the NGVD 29 superseded value.
 BY0745
 BY0745.The geoid height was determined by GEOID03.
 BY0745
 BY0745;                    North         East    Units  Estimated Accuracy
 BY0745;SPC TX C     - 3,192,710.    1,218,970.      MT  (+/- 180 meters Scaled)
 BY0745
 BY0745                          SUPERSEDED SURVEY CONTROL
 BY0745
 BY0745  NGVD 29 (??/??/92)   53.718  (m)          176.24   (f) ADJ UNCH    2 0
 BY0745
 BY0745.Superseded values are not recommended for survey control.
 BY0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0745.See file dsdata.txt to determine how the superseded data were derived.
 BY0745
 BY0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ210632(NAD 83)
 BY0745_MARKER: DB = BENCH MARK DISK
 BY0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0745_SP_SET: BRIDGE ABUTMENT
 BY0745_STAMPING: C 968 1947
 BY0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0745
 BY0745  HISTORY     - Date     Condition        Report By
 BY0745  HISTORY     - 1947     MONUMENTED       CGS
 BY0745
 BY0745                          STATION DESCRIPTION
 BY0745
 BY0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0745'7.3 MI NE FROM APPLE SPRINGS.
 BY0745'7.3 MILES NORTHEAST ALONG TEXAS STATE HIGHWAY 94 FROM THE APPLE
 BY0745'SPRINGS LODGE AT APPLE SPRINGS, APPROXIMATELY 44 YARDS WEST OF A
 BY0745'TRINITY-ANGELINA COUNTY LINE MARKER, 14.8 FEET SOUTH OF THE CENTER
 BY0745'LINE OF THE HIGHWAY, 2.7 FEET NORTH OF THE SOUTH END OF THE SOUTHEAST
 BY0745'ABUTMENT OF A BRIDGE OVER THE NECHES RIVER AND SET IN THE TOP OF THE
 BY0745'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0813 ***********************************************************************
 CS0813  DESIGNATION -  C 969
 CS0813  PID         -  CS0813
 CS0813  STATE/COUNTY-  TX/ELLIS
 CS0813  USGS QUAD   -  ENNIS EAST (1978)
 CS0813
 CS0813                         *CURRENT SURVEY CONTROL
 CS0813  ___________________________________________________________________
 CS0813* NAD 83(1986)-  32 18 01.     (N)    096 31 07.     (W)     SCALED    
 CS0813* NAVD 88     -       126.664  (meters)     415.56   (feet)  ADJUSTED  
 CS0813  ___________________________________________________________________
 CS0813  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CS0813  DYNAMIC HT  -         126.518 (meters)     415.08  (feet)  COMP
 CS0813  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CS0813
 CS0813  VERT ORDER  -  SECOND    CLASS 0
 CS0813
 CS0813.The horizontal coordinates were scaled from a topographic map and have
 CS0813.an estimated accuracy of +/- 6 seconds.
 CS0813
 CS0813.The orthometric height was determined by differential leveling
 CS0813.and adjusted by the National Geodetic Survey in June 1991..
 CS0813
 CS0813.The geoid height was determined by GEOID03.
 CS0813
 CS0813.The dynamic height is computed by dividing the NAVD 88
 CS0813.geopotential number by the normal gravity value computed on the
 CS0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0813.degrees latitude (g = 980.6199 gals.).
 CS0813
 CS0813.The modeled gravity was interpolated from observed gravity values.
 CS0813
 CS0813;                    North         East    Units  Estimated Accuracy
 CS0813;SPC TXNC     - 2,072,020.      786,600.      MT  (+/- 180 meters Scaled)
 CS0813
 CS0813                          SUPERSEDED SURVEY CONTROL
 CS0813
 CS0813  NGVD 29 (??/??/92)  126.66   (m)          415.6    (f) COMPUTED    2 0
 CS0813
 CS0813.Superseded values are not recommended for survey control.
 CS0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0813.See file dsdata.txt to determine how the superseded data were derived.
 CS0813
 CS0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA336764(NAD 83)
 CS0813_MARKER: DB = BENCH MARK DISK
 CS0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0813_STAMPING: C 969 1946
 CS0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0813+STABILITY: SURFACE MOTION
 CS0813
 CS0813  HISTORY     - Date     Condition        Report By
 CS0813  HISTORY     - 1946     MONUMENTED       CGS
 CS0813
 CS0813                          STATION DESCRIPTION
 CS0813
 CS0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0813'2 MI NE FROM ALMA.
 CS0813'2 BLOCKS EAST ALONG A GRAVELED STREET FROM THE TEXAS AND NEW ORLEANS
 CS0813'RAILROAD STATION AT ALMA, THENCE 2 BLOCKS SOUTH ALONG ANOTHER GRAVELED
 CS0813'STREET, THENCE NORTHEASTERLY 1.7 MILES ALONG A GRAVELED ROAD, 60 YARDS
 CS0813'WEST-SOUTHWEST OF A WOODEN BRIDGE, 47 FEET NORTHWEST OF AND 1.0 FOOT
 CS0813'HIGHER THAN THE CENTERLINE OF THE ROAD, 38.5 FEET SOUTH OF THE
 CS0813'SOUTHWEST CORNER OF A SMALL FRAME BUILDING, AND 1.0 FOOT EAST OF A 4 X
 CS0813'4-INCH MARKER POST.  A STANDARD DISK, STAMPED C 969 1946 AND SET IN
 CS0813'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0095 ***********************************************************************
 DN0095  DESIGNATION -  C 97
 DN0095  PID         -  DN0095
 DN0095  STATE/COUNTY-  TX/HUNT
 DN0095  USGS QUAD   -  GREENVILLE NE (1963)
 DN0095
 DN0095                         *CURRENT SURVEY CONTROL
 DN0095  ___________________________________________________________________
 DN0095* NAD 83(1986)-  33 07 53.     (N)    096 06 40.     (W)     SCALED    
 DN0095* NAVD 88     -       169.097  (meters)     554.78   (feet)  ADJUSTED  
 DN0095  ___________________________________________________________________
 DN0095  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0095  DYNAMIC HT  -         168.913 (meters)     554.18  (feet)  COMP
 DN0095  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 DN0095
 DN0095  VERT ORDER  -  FIRST     CLASS II
 DN0095
 DN0095.The horizontal coordinates were scaled from a topographic map and have
 DN0095.an estimated accuracy of +/- 6 seconds.
 DN0095
 DN0095.The orthometric height was determined by differential leveling
 DN0095.and adjusted by the National Geodetic Survey in June 1991..
 DN0095
 DN0095.The geoid height was determined by GEOID03.
 DN0095
 DN0095.The dynamic height is computed by dividing the NAVD 88
 DN0095.geopotential number by the normal gravity value computed on the
 DN0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0095.degrees latitude (g = 980.6199 gals.).
 DN0095
 DN0095.The modeled gravity was interpolated from observed gravity values.
 DN0095
 DN0095;                    North         East    Units  Estimated Accuracy
 DN0095;SPC TXNC     - 2,164,960.      822,870.      MT  (+/- 180 meters Scaled)
 DN0095
 DN0095                          SUPERSEDED SURVEY CONTROL
 DN0095
 DN0095  NGVD 29 (??/??/92)  169.085  (m)          554.74   (f) ADJ UNCH    1 2
 DN0095
 DN0095.Superseded values are not recommended for survey control.
 DN0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0095.See file dsdata.txt to determine how the superseded data were derived.
 DN0095
 DN0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB695695(NAD 83)
 DN0095_MARKER: DB = BENCH MARK DISK
 DN0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0095_STAMPING: 554.736 C 97 1933
 DN0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0095+STABILITY: SURFACE MOTION
 DN0095
 DN0095  HISTORY     - Date     Condition        Report By
 DN0095  HISTORY     - 1933     MONUMENTED       CGS
 DN0095  HISTORY     - 1959     MARK NOT FOUND   NGS
 DN0095  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0095
 DN0095                          STATION DESCRIPTION
 DN0095
 DN0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0095'0.6 MI S FROM GREENVILLE.
 DN0095'0.6 MILE SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0095'GREENVILLE, HUNT COUNTY, 60 FEET NORTH OF THE ONEILL STREET CROSSING,
 DN0095'25 FEET EAST OF THE TRACK, AND NEAR A LARGE ADVERTISING SIGN.  A
 DN0095'STANDARD DISK STAMPED, 554.736 C 97 1933 AND SET IN THE TOP OF A
 DN0095'CONCRETE POST.
 DN0095
 DN0095                          STATION RECOVERY (1994)
 DN0095
 DN0095'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0414 ***********************************************************************
 CS0414  DESIGNATION -  C 970
 CS0414  PID         -  CS0414
 CS0414  STATE/COUNTY-  TX/KAUFMAN
 CS0414  USGS QUAD   -  ROSSER (1963)
 CS0414
 CS0414                         *CURRENT SURVEY CONTROL
 CS0414  ___________________________________________________________________
 CS0414* NAD 83(1986)-  32 24 02.     (N)    096 26 13.     (W)     SCALED    
 CS0414* NAVD 88     -        98.902  (meters)     324.48   (feet)  ADJUSTED  
 CS0414  ___________________________________________________________________
 CS0414  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0414  DYNAMIC HT  -          98.790 (meters)     324.11  (feet)  COMP
 CS0414  MODELED GRAV-     979,503.3   (mgal)                       NAVD 88
 CS0414
 CS0414  VERT ORDER  -  SECOND    CLASS 0
 CS0414
 CS0414.The horizontal coordinates were scaled from a topographic map and have
 CS0414.an estimated accuracy of +/- 6 seconds.
 CS0414
 CS0414.The orthometric height was determined by differential leveling
 CS0414.and adjusted by the National Geodetic Survey in June 1991..
 CS0414
 CS0414.The geoid height was determined by GEOID03.
 CS0414
 CS0414.The dynamic height is computed by dividing the NAVD 88
 CS0414.geopotential number by the normal gravity value computed on the
 CS0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0414.degrees latitude (g = 980.6199 gals.).
 CS0414
 CS0414.The modeled gravity was interpolated from observed gravity values.
 CS0414
 CS0414;                    North         East    Units  Estimated Accuracy
 CS0414;SPC TXNC     - 2,083,290.      794,070.      MT  (+/- 180 meters Scaled)
 CS0414
 CS0414                          SUPERSEDED SURVEY CONTROL
 CS0414
 CS0414  NGVD 29 (??/??/92)   98.909  (m)          324.50   (f) ADJ UNCH    2 0
 CS0414
 CS0414.Superseded values are not recommended for survey control.
 CS0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0414.See file dsdata.txt to determine how the superseded data were derived.
 CS0414
 CS0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA410877(NAD 83)
 CS0414_MARKER: DB = BENCH MARK DISK
 CS0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0414_STAMPING: C 970 1946
 CS0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0414+STABILITY: SURFACE MOTION
 CS0414
 CS0414  HISTORY     - Date     Condition        Report By
 CS0414  HISTORY     - 1946     MONUMENTED       CGS
 CS0414
 CS0414                          STATION DESCRIPTION
 CS0414
 CS0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0414'3.4 MI W FROM PEELTOWN.
 CS0414'2.4 MILES WEST ALONG A GRAVELED ROAD FROM PEELTOWN SCHOOL AT PEELTOWN,
 CS0414'THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, ON THE EAST SIDE OF
 CS0414'TRINITY RIVER, 100 YARDS EAST OF A LEVEE, 49 FEET SOUTH OF AND 5 FEET
 CS0414'LOWER THAN THE CENTERLINE OF THE ROAD, 19 FEET SOUTHWEST OF A FENCE
 CS0414'CORNER, 6 FEET NORTHWEST OF A FENCE AND 1.0 FOOT NORTH OF A 4 X 4-INCH
 CS0414'WITNESS POST.  A STANDARD DISK, STAMPED C 970 1946 AND SET IN THE TOP
 CS0414'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1383 ***********************************************************************
 CS1383  DESIGNATION -  C 971
 CS1383  PID         -  CS1383
 CS1383  STATE/COUNTY-  TX/DALLAS
 CS1383  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1383
 CS1383                         *CURRENT SURVEY CONTROL
 CS1383  ___________________________________________________________________
 CS1383* NAD 83(1986)-  32 48 24.     (N)    096 41 38.     (W)     SCALED    
 CS1383* NAVD 88     -       164.098  (meters)     538.38   (feet)  ADJUSTED  
 CS1383  ___________________________________________________________________
 CS1383  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CS1383  DYNAMIC HT  -         163.914 (meters)     537.77  (feet)  COMP
 CS1383  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 CS1383
 CS1383  VERT ORDER  -  SECOND    CLASS 0
 CS1383
 CS1383.The horizontal coordinates were scaled from a topographic map and have
 CS1383.an estimated accuracy of +/- 6 seconds.
 CS1383
 CS1383.The orthometric height was determined by differential leveling
 CS1383.and adjusted by the National Geodetic Survey in June 1991..
 CS1383.WARNING-Repeat measurements at this control monument indicate possible
 CS1383.vertical movement.
 CS1383
 CS1383.The geoid height was determined by GEOID03.
 CS1383
 CS1383.The dynamic height is computed by dividing the NAVD 88
 CS1383.geopotential number by the normal gravity value computed on the
 CS1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1383.degrees latitude (g = 980.6199 gals.).
 CS1383
 CS1383.The modeled gravity was interpolated from observed gravity values.
 CS1383
 CS1383;                    North         East    Units  Estimated Accuracy
 CS1383;SPC TXNC     - 2,127,870.      769,130.      MT  (+/- 180 meters Scaled)
 CS1383
 CS1383                          SUPERSEDED SURVEY CONTROL
 CS1383
 CS1383  NGVD 29 (??/??/92)  164.110  (m)          538.42   (f) ADJ UNCH    2 0
 CS1383
 CS1383.Superseded values are not recommended for survey control.
 CS1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1383.See file dsdata.txt to determine how the superseded data were derived.
 CS1383
 CS1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB159322(NAD 83)
 CS1383_MARKER: DB = BENCH MARK DISK
 CS1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1383_STAMPING: C 971 1946
 CS1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1383+STABILITY: SURFACE MOTION
 CS1383
 CS1383  HISTORY     - Date     Condition        Report By
 CS1383  HISTORY     - 1946     MONUMENTED       CGS
 CS1383  HISTORY     - 1958     GOOD             NGS
 CS1383  HISTORY     - 1976     GOOD             NGS
 CS1383  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 CS1383
 CS1383                          STATION DESCRIPTION
 CS1383
 CS1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1383'IN DALLAS.
 CS1383'7.0 MILES NORTHEAST OF THE COUNTY COURT HOUSE IN DALLAS, AT WHITE ROCK
 CS1383'AIRPORT, 18 INCHES WEST OF THE WEST SIDE OF A SMALL WHITE HOUSE WHICH
 CS1383'IS THE SERVICE STATION HOUSE, 2 FEET SOUTH OF THE NORTH EDGE OF THE
 CS1383'HOUSE, UNDER THE SOUTH EDGE OF A CEDAR TREE AND 18 FEET EAST OF THE
 CS1383'GUARD RAIL OF THE PARKING AREA AT THE WEST SIDE OF THE AIRPORT OFFICE.
 CS1383'A STANDARD DISK STAMPED C 971 1946 IN A CONCRETE POST FLUSH WITH THE
 CS1383'SURFACE OF THE GROUND IN THE SHRUB AREA.
 CS1383
 CS1383                          STATION RECOVERY (1976)
 CS1383
 CS1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CS1383'RECOVERED IN GOOD CONDITION.
 CS1383
 CS1383                          STATION RECOVERY (1991)
 CS1383
 CS1383'RECOVERY NOTE BY US POWER SQUADRON 1991 (CES)
 CS1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1384 ***********************************************************************
 CS1384  DESIGNATION -  C 971 RESET 1975
 CS1384  PID         -  CS1384
 CS1384  STATE/COUNTY-  TX/DALLAS
 CS1384  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1384
 CS1384                         *CURRENT SURVEY CONTROL
 CS1384  ___________________________________________________________________
 CS1384* NAD 83(1986)-  32 48 24.     (N)    096 41 37.     (W)     SCALED    
 CS1384* NAVD 88     -       162.93   (+/-2cm)     534.5    (feet)  VERTCON   
 CS1384  ___________________________________________________________________
 CS1384  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CS1384
 CS1384  VERT ORDER  -  THIRD (See Below)
 CS1384
 CS1384.The horizontal coordinates were scaled from a topographic map and have
 CS1384.an estimated accuracy of +/- 6 seconds.
 CS1384
 CS1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1384.The vertical order pertains to the NGVD 29 superseded value.
 CS1384
 CS1384.The geoid height was determined by GEOID03.
 CS1384
 CS1384;                    North         East    Units  Estimated Accuracy
 CS1384;SPC TXNC     - 2,127,870.      769,150.      MT  (+/- 180 meters Scaled)
 CS1384
 CS1384                          SUPERSEDED SURVEY CONTROL
 CS1384
 CS1384  NGVD 29 (01/29/03)  162.94   (m)          534.6    (f) RESET       3  
 CS1384
 CS1384.Superseded values are not recommended for survey control.
 CS1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1384.See file dsdata.txt to determine how the superseded data were derived.
 CS1384
 CS1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB159322(NAD 83)
 CS1384_MARKER: DB = BENCH MARK DISK
 CS1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1384_SP_SET: FLAG POLE BASE
 CS1384_STAMPING: C 971 RESET 1975
 CS1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1384
 CS1384  HISTORY     - Date     Condition        Report By
 CS1384  HISTORY     - 1975     MONUMENTED       NGS
 CS1384  HISTORY     - 19910625 GOOD             USPSQD
 CS1384  HISTORY     - 19991120 GOOD             USPSQD
 CS1384
 CS1384                          STATION DESCRIPTION
 CS1384
 CS1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 CS1384'IN DALLAS.
 CS1384'LOCATED ON THE EAST EDGE OF DALLAS, IN THE WHITE ROCK AREA, AT FIRE
 CS1384'STATION NO. 38, WHICH IS LOCATED AT GREENMEADOW DR. AND JOHN WEST RD.
 CS1384'STANDARD BENCH MARK DISK, SET IN A DRILL HOLE, AT THE SOUTHEAST CORNER
 CS1384'OF THE BASE OF FLAG-POLE AT FIRE STATION NO.38.
 CS1384
 CS1384                          STATION RECOVERY (1991)
 CS1384
 CS1384'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1384'RECOVERED IN GOOD CONDITION.
 CS1384
 CS1384                          STATION RECOVERY (1999)
 CS1384
 CS1384'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1704 ***********************************************************************
 BY1704  DESIGNATION -  C 972
 BY1704  PID         -  BY1704
 BY1704  STATE/COUNTY-  TX/LEON
 BY1704  USGS QUAD   -  LEONA (1964)
 BY1704
 BY1704                         *CURRENT SURVEY CONTROL
 BY1704  ___________________________________________________________________
 BY1704* NAD 83(1986)-  31 12 27.     (N)    095 58 29.     (W)     SCALED    
 BY1704* NAVD 88     -       100.57   (+/-2cm)     330.0    (feet)  VERTCON   
 BY1704  ___________________________________________________________________
 BY1704  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BY1704
 BY1704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1704
 BY1704.The horizontal coordinates were scaled from a topographic map and have
 BY1704.an estimated accuracy of +/- 6 seconds.
 BY1704
 BY1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1704.The vertical order pertains to the NGVD 29 superseded value.
 BY1704
 BY1704.The geoid height was determined by GEOID03.
 BY1704
 BY1704;                    North         East    Units  Estimated Accuracy
 BY1704;SPC TX C     - 3,178,950.    1,115,210.      MT  (+/- 180 meters Scaled)
 BY1704
 BY1704                          SUPERSEDED SURVEY CONTROL
 BY1704
 BY1704  NGVD 29 (??/??/92)  100.552  (m)          329.89   (f) ADJ UNCH    2 0
 BY1704
 BY1704.Superseded values are not recommended for survey control.
 BY1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1704.See file dsdata.txt to determine how the superseded data were derived.
 BY1704
 BY1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ165564(NAD 83)
 BY1704_MARKER: DB = BENCH MARK DISK
 BY1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1704_STAMPING: C 972 1947
 BY1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1704+STABILITY: SURFACE MOTION
 BY1704
 BY1704  HISTORY     - Date     Condition        Report By
 BY1704  HISTORY     - 1947     MONUMENTED       CGS
 BY1704
 BY1704                          STATION DESCRIPTION
 BY1704
 BY1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1704'3.8 MI S FROM CENTERVILLE.
 BY1704'ABOUT 3.8 MILES SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE COURT HOUSE
 BY1704'AT CENTERVILLE, 108.0 FEET NORTH OF A POWER POLE, 48.7 FEET EAST OF
 BY1704'AND ABOUT 3.0 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 16.4
 BY1704'FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 2.5 FEET WEST OF A FENCE
 BY1704'AND 1.5 FEET NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK
 BY1704'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 BY1704'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1702 ***********************************************************************
 BL1702  DESIGNATION -  C 973
 BL1702  PID         -  BL1702
 BL1702  STATE/COUNTY-  TX/MADISON
 BL1702  USGS QUAD   -  MADISONVILLE (1963)
 BL1702
 BL1702                         *CURRENT SURVEY CONTROL
 BL1702  ___________________________________________________________________
 BL1702* NAD 83(1986)-  30 57 47.     (N)    095 55 21.     (W)     SCALED    
 BL1702* NAVD 88     -        87.71   (+/-2cm)     287.8    (feet)  VERTCON   
 BL1702  ___________________________________________________________________
 BL1702  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BL1702
 BL1702  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1702
 BL1702.The horizontal coordinates were scaled from a topographic map and have
 BL1702.an estimated accuracy of +/- 6 seconds.
 BL1702
 BL1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1702.The vertical order pertains to the NGVD 29 superseded value.
 BL1702
 BL1702.The geoid height was determined by GEOID03.
 BL1702
 BL1702;                    North         East    Units  Estimated Accuracy
 BL1702;SPC TX C     - 3,152,060.    1,121,260.      MT  (+/- 180 meters Scaled)
 BL1702
 BL1702                          SUPERSEDED SURVEY CONTROL
 BL1702
 BL1702  NGVD 29 (??/??/92)   87.695  (m)          287.71   (f) ADJ UNCH    2 0
 BL1702
 BL1702.Superseded values are not recommended for survey control.
 BL1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1702.See file dsdata.txt to determine how the superseded data were derived.
 BL1702
 BL1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ208291(NAD 83)
 BL1702_MARKER: DB = BENCH MARK DISK
 BL1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1702_STAMPING: C 973 1947
 BL1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1702+STABILITY: SURFACE MOTION
 BL1702
 BL1702  HISTORY     - Date     Condition        Report By
 BL1702  HISTORY     - 1947     MONUMENTED       CGS
 BL1702  HISTORY     - 1962     MARK NOT FOUND   USGS
 BL1702  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1702
 BL1702                          STATION DESCRIPTION
 BL1702
 BL1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1702'IN MADISONVILLE.
 BL1702'AT MADISONVILLE, AT THE NORTHWEST CORNER OF THE MADISONVILLE EMERGENCY
 BL1702'AIRFIELD, 133.0 FEET SOUTHEAST OF A LONE EIGHTEEN INCH OAK TREE, 30.5
 BL1702'FEET ESAT OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF A
 BL1702'NORTH-SOUTH ROAD, 3.5 FEET SOUTHEAST OF A FENCE CORNER AND 1.5 FEET
 BL1702'WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BL1702'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
 BL1702'NOTE-- THE LANDING STRIP HAS BEEN ABANDONED AND IS NOW BEING DEVELOPED
 BL1702'AS A HOUSING PROJECT.
 BL1702
 BL1702                          STATION RECOVERY (1962)
 BL1702
 BL1702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BL1702'MARK NOT FOUND.
 BL1702
 BL1702                          STATION RECOVERY (1996)
 BL1702
 BL1702'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1361 ***********************************************************************
 BL1361  DESIGNATION -  C 974
 BL1361  PID         -  BL1361
 BL1361  STATE/COUNTY-  TX/SAN JACINTO
 BL1361  USGS QUAD   -  BEAR CREEK (1976)
 BL1361
 BL1361                         *CURRENT SURVEY CONTROL
 BL1361  ___________________________________________________________________
 BL1361* NAD 83(1986)-  30 24 48.     (N)    095 14 29.     (W)     SCALED    
 BL1361* NAVD 88     -        73.72   (+/-2cm)     241.9    (feet)  VERTCON   
 BL1361  ___________________________________________________________________
 BL1361  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL1361
 BL1361  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1361
 BL1361.The horizontal coordinates were scaled from a topographic map and have
 BL1361.an estimated accuracy of +/- 6 seconds.
 BL1361
 BL1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1361.The vertical order pertains to the NGVD 29 superseded value.
 BL1361
 BL1361.The geoid height was determined by GEOID03.
 BL1361
 BL1361;                    North         East    Units  Estimated Accuracy
 BL1361;SPC TX C     - 3,093,970.    1,189,050.      MT  (+/- 180 meters Scaled)
 BL1361
 BL1361                          SUPERSEDED SURVEY CONTROL
 BL1361
 BL1361  NGVD 29 (??/??/92)   73.721  (m)          241.87   (f) ADJ UNCH    2 0
 BL1361
 BL1361.Superseded values are not recommended for survey control.
 BL1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1361.See file dsdata.txt to determine how the superseded data were derived.
 BL1361
 BL1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP846667(NAD 83)
 BL1361_MARKER: DB = BENCH MARK DISK
 BL1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1361_STAMPING: C 974 1947
 BL1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1361+STABILITY: SURFACE MOTION
 BL1361
 BL1361  HISTORY     - Date     Condition        Report By
 BL1361  HISTORY     - 1947     MONUMENTED       CGS
 BL1361
 BL1361                          STATION DESCRIPTION
 BL1361
 BL1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1361'12.0 MI NW FROM FOSTORIA.
 BL1361'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1361'FOSTORIA, THENCE 7.6 MILES NORTH ALONG A DIRT ROAD, THENCE 2.2 MILES
 BL1361'WEST ALONG A DIRT ROAD, AT THE INTERSECTION OF TWO DIRT ROAD, 43.0
 BL1361'FEET SOUTHWEST OF A 12 INCH OAK TREE, 17.0 FEET SOUTH OF AND LEVEL
 BL1361'WITH THE CENTER LINE OF THE EAST AND WEST ROAD, 16.0 FEET WEST OF THE
 BL1361'CENTER LINE OF THE NORTH AND SOUTH ROAD, 2.0 FEET NORTH OF A WITNESS
 BL1361'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 BL1361'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0840 ***********************************************************************
 BL0840  DESIGNATION -  C 975
 BL0840  PID         -  BL0840
 BL0840  STATE/COUNTY-  TX/WALKER
 BL0840  USGS QUAD   -  NEW WAVERLY (1976)
 BL0840
 BL0840                         *CURRENT SURVEY CONTROL
 BL0840  ___________________________________________________________________
 BL0840* NAD 83(1986)-  30 32 16.     (N)    095 28 54.     (W)     SCALED    
 BL0840* NAVD 88     -       109.82   (+/-2cm)     360.3    (feet)  VERTCON   
 BL0840  ___________________________________________________________________
 BL0840  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BL0840
 BL0840  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0840
 BL0840.The horizontal coordinates were scaled from a topographic map and have
 BL0840.an estimated accuracy of +/- 6 seconds.
 BL0840
 BL0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0840.The vertical order pertains to the NGVD 29 superseded value.
 BL0840
 BL0840.The geoid height was determined by GEOID03.
 BL0840
 BL0840;                    North         East    Units  Estimated Accuracy
 BL0840;SPC TX C     - 3,106,720.    1,165,390.      MT  (+/- 180 meters Scaled)
 BL0840
 BL0840                          SUPERSEDED SURVEY CONTROL
 BL0840
 BL0840  NGVD 29 (??/??/92)  109.826  (m)          360.32   (f) ADJ UNCH    1 2
 BL0840
 BL0840.Superseded values are not recommended for survey control.
 BL0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0840.See file dsdata.txt to determine how the superseded data were derived.
 BL0840
 BL0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP619809(NAD 83)
 BL0840_MARKER: DB = BENCH MARK DISK
 BL0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0840_STAMPING: C 975 1947
 BL0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0840+STABILITY: SURFACE MOTION
 BL0840
 BL0840  HISTORY     - Date     Condition        Report By
 BL0840  HISTORY     - 1947     MONUMENTED       CGS
 BL0840  HISTORY     - 1973     GOOD             NGS
 BL0840  HISTORY     - 1978     GOOD             NGS
 BL0840  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL0840  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL0840  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 BL0840
 BL0840                          STATION DESCRIPTION
 BL0840
 BL0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0840'IN NEW WAVERLY.
 BL0840'ABOUT 0.05 MILE NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0840'CROSSING OF FARM ROAD 150, ABOUT 199.6 FEET NORTH OF THE CENTER LINE
 BL0840'OF FARM ROAD 150, 103 FEET NORTH OF THE NORTHWEST CORNER OF THE NEW
 BL0840'WAVERLY STATE BANK BUILDING, 87.2 FEET EAST OF THE EAST RAIL OF THE
 BL0840'MAIN TRACK, 53.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 BL0840'METAL BUILDING, 9 FEET NORTHEAST OF A POWER POLE SUPPORTING 3
 BL0840'TRANSFORMERS, 1.1 FEET EAST OF A METAL WITNESS POST, 4 FEET BELOW THE
 BL0840'LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST 1.1 FEET
 BL0840'BELOW THE LEVEL OF THE GROUND.
 BL0840
 BL0840                          STATION RECOVERY (1978)
 BL0840
 BL0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0840'RECOVERED IN GOOD CONDITION.
 BL0840
 BL0840                          STATION RECOVERY (1987)
 BL0840
 BL0840'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL0840'MARK NOT FOUND.
 BL0840
 BL0840                          STATION RECOVERY (1987)
 BL0840
 BL0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0840'MARK NOT FOUND.
 BL0840
 BL0840                          STATION RECOVERY (2002)
 BL0840
 BL0840'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BL0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0957 ***********************************************************************
 BL0957  DESIGNATION -  C 976
 BL0957  PID         -  BL0957
 BL0957  STATE/COUNTY-  TX/SAN JACINTO
 BL0957  USGS QUAD   -  STALEY (1972)
 BL0957
 BL0957                         *CURRENT SURVEY CONTROL
 BL0957  ___________________________________________________________________
 BL0957* NAD 83(1986)-  30 49 35.     (N)    095 19 17.     (W)     SCALED    
 BL0957* NAVD 88     -        48.84   (+/-2cm)     160.2    (feet)  VERTCON   
 BL0957  ___________________________________________________________________
 BL0957  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL0957
 BL0957  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0957
 BL0957.The horizontal coordinates were scaled from a topographic map and have
 BL0957.an estimated accuracy of +/- 6 seconds.
 BL0957
 BL0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0957.The vertical order pertains to the NGVD 29 superseded value.
 BL0957
 BL0957.The geoid height was determined by GEOID03.
 BL0957
 BL0957;                    North         East    Units  Estimated Accuracy
 BL0957;SPC TX C     - 3,139,360.    1,179,310.      MT  (+/- 180 meters Scaled)
 BL0957
 BL0957                          SUPERSEDED SURVEY CONTROL
 BL0957
 BL0957  NGVD 29 (??/??/92)   48.855  (m)          160.29   (f) ADJ UNCH    2 0
 BL0957
 BL0957.Superseded values are not recommended for survey control.
 BL0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0957.See file dsdata.txt to determine how the superseded data were derived.
 BL0957
 BL0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ779126(NAD 83)
 BL0957_MARKER: DB = BENCH MARK DISK
 BL0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0957_STAMPING: C 976 1947
 BL0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0957+STABILITY: SURFACE MOTION
 BL0957
 BL0957  HISTORY     - Date     Condition        Report By
 BL0957  HISTORY     - 1947     MONUMENTED       CGS
 BL0957
 BL0957                          STATION DESCRIPTION
 BL0957
 BL0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0957'6 MI SE FROM RIVERSIDE.
 BL0957'0.4 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILWAY STATION AT
 BL0957'RIVERSIDE, THENCE 1.4 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL0957'4.2 MILES EAST ALONG A GRADED DIRT ROAD, AT THE INSIDE OF A CURVE WITH
 BL0957'THE TANGENTS LEADING SOUTHEAST AND WEST, ABOUT MIDWAY BETWEEN TWO
 BL0957'WOODEN BRIDGES, 48.0 FEET NORTHEAST OF A RAIL FENCE, 36.0 FEET
 BL0957'SOUTHWEST OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, 19.3
 BL0957'FEET WEST OF A 12-INCH PINE TREE WITH A NAIL IN THE CENTER OF A
 BL0957'TRIANGULAR BLAZE ON THE NORTH SIDE, 25.4 FEET NORTHEAST OF A 12-INCH
 BL0957'HICKORY TREE WITH A NAIL IN THE CENTER OF A TRIANGULAR BLAZE ON THE
 BL0957'NORTHEAST SIDE, 3.0 FEET WEST OF A 4X4 MARKER POST, SET IN THE TOP OF
 BL0957'A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1448 ***********************************************************************
 BY1448  DESIGNATION -  C 978
 BY1448  PID         -  BY1448
 BY1448  STATE/COUNTY-  TX/TRINITY
 BY1448  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1448
 BY1448                         *CURRENT SURVEY CONTROL
 BY1448  ___________________________________________________________________
 BY1448* NAD 83(1986)-  31 01 19.     (N)    095 25 22.     (W)     SCALED    
 BY1448* NAVD 88     -        70.15   (+/-2cm)     230.2    (feet)  VERTCON   
 BY1448  ___________________________________________________________________
 BY1448  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1448
 BY1448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1448
 BY1448.The horizontal coordinates were scaled from a topographic map and have
 BY1448.an estimated accuracy of +/- 6 seconds.
 BY1448
 BY1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1448.The vertical order pertains to the NGVD 29 superseded value.
 BY1448
 BY1448.The geoid height was determined by GEOID03.
 BY1448
 BY1448;                    North         East    Units  Estimated Accuracy
 BY1448;SPC TX C     - 3,160,590.    1,168,660.      MT  (+/- 180 meters Scaled)
 BY1448
 BY1448                          SUPERSEDED SURVEY CONTROL
 BY1448
 BY1448  NGVD 29 (??/??/92)   70.154  (m)          230.16   (f) ADJ UNCH    2 0
 BY1448
 BY1448.Superseded values are not recommended for survey control.
 BY1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1448.See file dsdata.txt to determine how the superseded data were derived.
 BY1448
 BY1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ687345(NAD 83)
 BY1448_MARKER: DB = BENCH MARK DISK
 BY1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1448_STAMPING: C 978 1947
 BY1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1448+STABILITY: SURFACE MOTION
 BY1448
 BY1448  HISTORY     - Date     Condition        Report By
 BY1448  HISTORY     - 1947     MONUMENTED       CGS
 BY1448  HISTORY     - 1962     MARK NOT FOUND   USGS
 BY1448
 BY1448                          STATION DESCRIPTION
 BY1448
 BY1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1448'7.5 MI S FROM LOVELADY.
 BY1448'7.5 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE INTERNATIONAL AND
 BY1448'GREAT NORTHERN RAILROAD STATION AT LOVELADY, 47 FEET EAST OF THE
 BY1448'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A 4X4 MARKER POST, 1 FOOT
 BY1448'WEST OF THE EAST RIGHT OF WAY FENCE, A BRONZE DISK SET IN THE TOP OF A
 BY1448'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BY1448
 BY1448                          STATION RECOVERY (1962)
 BY1448
 BY1448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BY1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1997 ***********************************************************************
 BY1997  DESIGNATION -  C 979
 BY1997  PID         -  BY1997
 BY1997  STATE/COUNTY-  TX/HOUSTON
 BY1997  USGS QUAD   -  WELDON (1972)
 BY1997
 BY1997                         *CURRENT SURVEY CONTROL
 BY1997  ___________________________________________________________________
 BY1997* NAD 83(1986)-  31 06 14.     (N)    095 37 25.     (W)     SCALED    
 BY1997* NAVD 88     -        83.17   (+/-2cm)     272.9    (feet)  VERTCON   
 BY1997  ___________________________________________________________________
 BY1997  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BY1997
 BY1997  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1997
 BY1997.The horizontal coordinates were scaled from a topographic map and have
 BY1997.an estimated accuracy of +/- 6 seconds.
 BY1997
 BY1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1997.The vertical order pertains to the NGVD 29 superseded value.
 BY1997
 BY1997.The geoid height was determined by GEOID03.
 BY1997
 BY1997;                    North         East    Units  Estimated Accuracy
 BY1997;SPC TX C     - 3,168,830.    1,149,120.      MT  (+/- 180 meters Scaled)
 BY1997
 BY1997                          SUPERSEDED SURVEY CONTROL
 BY1997
 BY1997  NGVD 29 (??/??/92)   83.181  (m)          272.90   (f) ADJ UNCH    2 0
 BY1997
 BY1997.Superseded values are not recommended for survey control.
 BY1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1997.See file dsdata.txt to determine how the superseded data were derived.
 BY1997
 BY1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ497440(NAD 83)
 BY1997_MARKER: DB = BENCH MARK DISK
 BY1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1997_STAMPING: C 979 1947
 BY1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1997+STABILITY: SURFACE MOTION
 BY1997
 BY1997  HISTORY     - Date     Condition        Report By
 BY1997  HISTORY     - 1947     MONUMENTED       CGS
 BY1997  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1997
 BY1997                          STATION DESCRIPTION
 BY1997
 BY1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1997'4.15 MI E FROM SAND RIDGE.
 BY1997'4.15 MILES EAST ALONG A DIRT ROAD FROM THE MURRAY FARMS HEADQUARTERS
 BY1997'NO. 1 AT SAND RIDGE, AT THE TOP OF A HILL AND AT THE JUNCTION OF A
 BY1997'DIRT ROAD LEADING SOUTH TO THE MURRAY FARMS HEADQUARTERS NO. 4, 59.0
 BY1997'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 32.5 FEET NORTHWEST OF
 BY1997'A TRIANGULAR BLAZE ON A 2-FOOT OAK TREE, 29.5 FEET WEST OF THE CENTER
 BY1997'OF A WOODEN CATTLE GUARD ACROSS THE ROAD LEADING SOUTH, 2.5 FEET SOUTH
 BY1997'OF A REFERENCE POST, 1.3 FOOT SOUTH OF AN EAST-WEST FENCE LINE, SET IN
 BY1997'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROADS AND PROJECTING
 BY1997'0.3 FOOT.
 BY1997
 BY1997                          STATION RECOVERY (1964)
 BY1997
 BY1997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0440 ***********************************************************************
 DN0440  DESIGNATION -  C 98
 DN0440  PID         -  DN0440
 DN0440  STATE/COUNTY-  TX/GRAYSON
 DN0440  USGS QUAD   -  AMBROSE (1984)
 DN0440
 DN0440                         *CURRENT SURVEY CONTROL
 DN0440  ___________________________________________________________________
 DN0440* NAD 83(1986)-  33 43 27.     (N)    096 29 52.     (W)     SCALED    
 DN0440* NAVD 88     -       181.470  (meters)     595.37   (feet)  ADJUSTED  
 DN0440  ___________________________________________________________________
 DN0440  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DN0440  DYNAMIC HT  -         181.276 (meters)     594.74  (feet)  COMP
 DN0440  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 DN0440
 DN0440  VERT ORDER  -  FIRST     CLASS II
 DN0440
 DN0440.The horizontal coordinates were scaled from a topographic map and have
 DN0440.an estimated accuracy of +/- 6 seconds.
 DN0440
 DN0440.The orthometric height was determined by differential leveling
 DN0440.and adjusted by the National Geodetic Survey in June 1991..
 DN0440
 DN0440.The geoid height was determined by GEOID03.
 DN0440
 DN0440.The dynamic height is computed by dividing the NAVD 88
 DN0440.geopotential number by the normal gravity value computed on the
 DN0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0440.degrees latitude (g = 980.6199 gals.).
 DN0440
 DN0440.The modeled gravity was interpolated from observed gravity values.
 DN0440
 DN0440;                    North         East    Units  Estimated Accuracy
 DN0440;SPC TXNC     - 2,229,930.      785,550.      MT  (+/- 180 meters Scaled)
 DN0440
 DN0440                          SUPERSEDED SURVEY CONTROL
 DN0440
 DN0440  NGVD 29 (??/??/92)  181.455  (m)          595.32   (f) ADJ UNCH    1 2
 DN0440
 DN0440.Superseded values are not recommended for survey control.
 DN0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0440.See file dsdata.txt to determine how the superseded data were derived.
 DN0440
 DN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC318343(NAD 83)
 DN0440_MARKER: DB = BENCH MARK DISK
 DN0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0440_SP_SET: CULVERT
 DN0440_STAMPING: C 98 1933
 DN0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0440
 DN0440  HISTORY     - Date     Condition        Report By
 DN0440  HISTORY     - 1933     MONUMENTED       CGS
 DN0440  HISTORY     - 1934     GOOD             NGS
 DN0440  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0440
 DN0440                          STATION DESCRIPTION
 DN0440
 DN0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0440'3.1 MI SE FROM DENISON.
 DN0440'3.1 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0440'FROM DENISON, GRAYSON COUNTY, 130 FEET SOUTH OF MILEPOST 664, 60 FEET
 DN0440'NORTH OF A SEMAPHORE, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 DN0440'SOUTH END OF THE WEST HEADWALL.  A STANDARD DISK, STAMPED C 98 1933.
 DN0440
 DN0440                          STATION RECOVERY (1934)
 DN0440
 DN0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DN0440'RECOVERED IN GOOD CONDITION.
 DN0440
 DN0440                          STATION RECOVERY (1986)
 DN0440
 DN0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1331 ***********************************************************************
 BL1331  DESIGNATION -  C 980
 BL1331  PID         -  BL1331
 BL1331  STATE/COUNTY-  TX/SAN JACINTO
 BL1331  USGS QUAD   -  WESTCOTT (1976)
 BL1331
 BL1331                         *CURRENT SURVEY CONTROL
 BL1331  ___________________________________________________________________
 BL1331* NAD 83(1986)-  30 29 35.     (N)    095 06 22.     (W)     SCALED    
 BL1331* NAVD 88     -        70.19   (+/-2cm)     230.3    (feet)  VERTCON   
 BL1331  ___________________________________________________________________
 BL1331  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1331
 BL1331  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1331
 BL1331.The horizontal coordinates were scaled from a topographic map and have
 BL1331.an estimated accuracy of +/- 6 seconds.
 BL1331
 BL1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1331.The vertical order pertains to the NGVD 29 superseded value.
 BL1331
 BL1331.The geoid height was determined by GEOID03.
 BL1331
 BL1331;                    North         East    Units  Estimated Accuracy
 BL1331;SPC TX C     - 3,103,400.    1,201,620.      MT  (+/- 180 meters Scaled)
 BL1331
 BL1331                          SUPERSEDED SURVEY CONTROL
 BL1331
 BL1331  NGVD 29 (??/??/92)   70.196  (m)          230.30   (f) ADJ UNCH    2 0
 BL1331
 BL1331.Superseded values are not recommended for survey control.
 BL1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1331.See file dsdata.txt to determine how the superseded data were derived.
 BL1331
 BL1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP978753(NAD 83)
 BL1331_MARKER: DB = BENCH MARK DISK
 BL1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1331_STAMPING: C 980 1947
 BL1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1331+STABILITY: SURFACE MOTION
 BL1331
 BL1331  HISTORY     - Date     Condition        Report By
 BL1331  HISTORY     - 1947     MONUMENTED       CGS
 BL1331
 BL1331                          STATION DESCRIPTION
 BL1331
 BL1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1331'7.9 MI W FROM SHEPHERD.
 BL1331'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1331'SHEPHERD, THENCE 3.2 MILES SOUTHWEST ALONG SAM HOUSTON NATIONAL FOREST
 BL1331'HIGHWAY 217, 0.4 MILE SOUTHWEST OF THE INTERSECTION OF SAM HOUSTON
 BL1331'NATIONAL FOREST HIGHWAYS 217 AND 221, 0.1 MILE EAST OF TORKINGTON
 BL1331'BAYOU, 41.8 FEET WEST OF A TELEPHONE POLE, 26.0 FEET SOUTH OF AND
 BL1331'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 17.5 FEET NORTHWEST OF A
 BL1331'TRIANGULAR BLAZED 14 INCH PINE TREE, 13.2 FEET NORTHEAST OF A 6 INCH
 BL1331'PINE TREE, 1.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BL1331'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1140 ***********************************************************************
 BL1140  DESIGNATION -  C 981
 BL1140  PID         -  BL1140
 BL1140  STATE/COUNTY-  TX/SAN JACINTO
 BL1140  USGS QUAD   -  CAMILLA (1997)
 BL1140
 BL1140                         *CURRENT SURVEY CONTROL
 BL1140  ___________________________________________________________________
 BL1140* NAD 83(1986)-  30 37 24.     (N)    095 01 28.     (W)     SCALED    
 BL1140* NAVD 88     -        29.11   (+/-2cm)      95.5    (feet)  VERTCON   
 BL1140  ___________________________________________________________________
 BL1140  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1140
 BL1140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1140
 BL1140.The horizontal coordinates were scaled from a topographic map and have
 BL1140.an estimated accuracy of +/- 6 seconds.
 BL1140
 BL1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1140.The vertical order pertains to the NGVD 29 superseded value.
 BL1140
 BL1140.The geoid height was determined by GEOID03.
 BL1140
 BL1140;                    North         East    Units  Estimated Accuracy
 BL1140;SPC TX C     - 3,118,190.    1,208,760.      MT  (+/- 180 meters Scaled)
 BL1140
 BL1140                          SUPERSEDED SURVEY CONTROL
 BL1140
 BL1140  NGVD 29 (??/??/92)   29.124  (m)           95.55   (f) ADJ UNCH    2 0
 BL1140
 BL1140.Superseded values are not recommended for survey control.
 BL1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1140.See file dsdata.txt to determine how the superseded data were derived.
 BL1140
 BL1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP059896(NAD 83)
 BL1140_MARKER: DB = BENCH MARK DISK
 BL1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1140_STAMPING: C 981 1947
 BL1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1140+STABILITY: SURFACE MOTION
 BL1140
 BL1140  HISTORY     - Date     Condition        Report By
 BL1140  HISTORY     - 1947     MONUMENTED       CGS
 BL1140
 BL1140                          STATION DESCRIPTION
 BL1140
 BL1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1140'2.7 MI NE FROM CAMILLA.
 BL1140'0.1 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT CAMILLA,
 BL1140'THENCE 2.6 MILES NORTHEAST ALONG A DIRT ROAD, 16.0 FEET NORTHWEST OF
 BL1140'AND LEVEL WITH THE CENTER LINE OF THE ROAD, 9.5 FEET WEST OF THE WEST
 BL1140'END OF A BOARD GATE, 3.5 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT SOUTH
 BL1140'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL1140'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1006 ***********************************************************************
 BL1006  DESIGNATION -  C 982
 BL1006  PID         -  BL1006
 BL1006  STATE/COUNTY-  TX/SAN JACINTO
 BL1006  USGS QUAD   -  OAKHURST (1972)
 BL1006
 BL1006                         *CURRENT SURVEY CONTROL
 BL1006  ___________________________________________________________________
 BL1006* NAD 83(1986)-  30 41 34.     (N)    095 19 46.     (W)     SCALED    
 BL1006* NAVD 88     -        86.17   (+/-2cm)     282.7    (feet)  VERTCON   
 BL1006  ___________________________________________________________________
 BL1006  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL1006
 BL1006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1006
 BL1006.The horizontal coordinates were scaled from a topographic map and have
 BL1006.an estimated accuracy of +/- 6 seconds.
 BL1006
 BL1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1006.The vertical order pertains to the NGVD 29 superseded value.
 BL1006
 BL1006.The geoid height was determined by GEOID03.
 BL1006
 BL1006;                    North         East    Units  Estimated Accuracy
 BL1006;SPC TX C     - 3,124,530.    1,179,210.      MT  (+/- 180 meters Scaled)
 BL1006
 BL1006                          SUPERSEDED SURVEY CONTROL
 BL1006
 BL1006  NGVD 29 (??/??/92)   86.175  (m)          282.73   (f) ADJ UNCH    2 0
 BL1006
 BL1006.Superseded values are not recommended for survey control.
 BL1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1006.See file dsdata.txt to determine how the superseded data were derived.
 BL1006
 BL1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP768978(NAD 83)
 BL1006_MARKER: DB = BENCH MARK DISK
 BL1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1006_STAMPING: C 982 1947
 BL1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1006+STABILITY: SURFACE MOTION
 BL1006
 BL1006  HISTORY     - Date     Condition        Report By
 BL1006  HISTORY     - 1947     MONUMENTED       CGS
 BL1006
 BL1006                          STATION DESCRIPTION
 BL1006
 BL1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1006'4.0 MI SW FROM OAKHURST.
 BL1006'0.2 MILE EAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL1006'OAKHURST, THENCE 0.9 MILE SOUTH ALONG A GRADED DIRT ROAD TO A ROAD
 BL1006'JUNCTION, THENCE 1.9 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO A
 BL1006'ROAD JUNCTION, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 BL1006'0.4 MILE SOUTHWEST ALONG A DIRT ROAD, 30.5 FEET NORTHWEST OF THE
 BL1006'NORTHWEST CORNER OF A WOODEN BRIDGE, 29.0 FEET NORTHWEST OF AND LEVEL
 BL1006'WITH THE CENTER LINE OF THE ROAD, 17.0 FEET NORTHEAST OF A 3 FOOT
 BL1006'FORKED OAK TREE, 9.0 FEET SOUTH OF THE SOUTH END OF A GATE, 3.0 FEET
 BL1006'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1006'PROJECTS 2 INCHES ABOVE THE GROUND.  NOTE-- A NEW WOODEN BRIDGE HAS
 BL1006'BEEN CONSTRUCTED NEXT TO THE OLD ONE.  A WATER COURSE HAS BEEN DOZED
 BL1006'THROUGH THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1715 ***********************************************************************
 BL1715  DESIGNATION -  C 983
 BL1715  PID         -  BL1715
 BL1715  STATE/COUNTY-  TX/MADISON
 BL1715  USGS QUAD   -  BAKER LAKE (1972)
 BL1715
 BL1715                         *CURRENT SURVEY CONTROL
 BL1715  ___________________________________________________________________
 BL1715* NAD 83(1986)-  30 56 21.     (N)    095 43 58.     (W)     SCALED    
 BL1715* NAVD 88     -        66.86   (+/-2cm)     219.4    (feet)  VERTCON   
 BL1715  ___________________________________________________________________
 BL1715  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BL1715
 BL1715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1715
 BL1715.The horizontal coordinates were scaled from a topographic map and have
 BL1715.an estimated accuracy of +/- 6 seconds.
 BL1715
 BL1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1715.The vertical order pertains to the NGVD 29 superseded value.
 BL1715
 BL1715.The geoid height was determined by GEOID03.
 BL1715
 BL1715;                    North         East    Units  Estimated Accuracy
 BL1715;SPC TX C     - 3,150,150.    1,139,470.      MT  (+/- 180 meters Scaled)
 BL1715
 BL1715                          SUPERSEDED SURVEY CONTROL
 BL1715
 BL1715  NGVD 29 (??/??/92)   66.863  (m)          219.37   (f) ADJ UNCH    2 0
 BL1715
 BL1715.Superseded values are not recommended for survey control.
 BL1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1715.See file dsdata.txt to determine how the superseded data were derived.
 BL1715
 BL1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ389260(NAD 83)
 BL1715_MARKER: DB = BENCH MARK DISK
 BL1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1715_STAMPING: C 983 1947
 BL1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1715+STABILITY: SURFACE MOTION
 BL1715
 BL1715  HISTORY     - Date     Condition        Report By
 BL1715  HISTORY     - 1947     MONUMENTED       CGS
 BL1715  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1715
 BL1715                          STATION DESCRIPTION
 BL1715
 BL1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1715'7.95 MI SW FROM MIDWAY.
 BL1715'TO REACH FROM THE POST OFFICE AT MIDWAY, PROCEED 5.8 MILES SOUTHEAST
 BL1715'ALONG A FARM-TO-MARKET ROAD, THENCE 2.15 MILES WEST ALONG A DIRT ROAD.
 BL1715'BENCH MARK IS ON THE OUTSIDE OF A CURVE AND IN THE FRONT YARD OF A
 BL1715'SMALL FRAME SCHOOL HOUSE, 51.0 FEET SOUTHEAST OF THE CENTER OF THE
 BL1715'ROAD (MEASURED FROM A POINT AT THE CENTER OF THE CURVE), 49.0 FEET
 BL1715'WEST OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE, 2.3 FEET EAST OF A
 BL1715'REFERENCE POST, 1.0 FOOT NORTH OF AN EAST-WEST NET WIRE FENCE, SET IN
 BL1715'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 BL1715'0.1 FOOT.
 BL1715
 BL1715                          STATION RECOVERY (1996)
 BL1715
 BL1715'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1769 ***********************************************************************
 BL1769  DESIGNATION -  C 984
 BL1769  PID         -  BL1769
 BL1769  STATE/COUNTY-  TX/WALKER
 BL1769  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1769
 BL1769                         *CURRENT SURVEY CONTROL
 BL1769  ___________________________________________________________________
 BL1769* NAD 83(1986)-  30 49 57.     (N)    095 36 30.     (W)     SCALED    
 BL1769* NAVD 88     -        70.60   (+/-2cm)     231.6    (feet)  VERTCON   
 BL1769  ___________________________________________________________________
 BL1769  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BL1769
 BL1769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1769
 BL1769.The horizontal coordinates were scaled from a topographic map and have
 BL1769.an estimated accuracy of +/- 6 seconds.
 BL1769
 BL1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1769.The vertical order pertains to the NGVD 29 superseded value.
 BL1769
 BL1769.The geoid height was determined by GEOID03.
 BL1769
 BL1769;                    North         East    Units  Estimated Accuracy
 BL1769;SPC TX C     - 3,138,840.    1,151,860.      MT  (+/- 180 meters Scaled)
 BL1769
 BL1769                          SUPERSEDED SURVEY CONTROL
 BL1769
 BL1769  NGVD 29 (??/??/92)   70.603  (m)          231.64   (f) ADJ UNCH    2 0
 BL1769
 BL1769.Superseded values are not recommended for survey control.
 BL1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1769.See file dsdata.txt to determine how the superseded data were derived.
 BL1769
 BL1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ505139(NAD 83)
 BL1769_MARKER: DB = BENCH MARK DISK
 BL1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1769_STAMPING: C 984 1947
 BL1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1769+STABILITY: SURFACE MOTION
 BL1769
 BL1769  HISTORY     - Date     Condition        Report By
 BL1769  HISTORY     - 1947     MONUMENTED       CGS
 BL1769  HISTORY     - 19960601 GOOD             USPSQD
 BL1769
 BL1769                          STATION DESCRIPTION
 BL1769
 BL1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1769'8.9 MI NW FROM HUNTSVILLE.
 BL1769'8.9 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1769'AT HUNTSVILLE, AT THE JUNCTION WITH A DIRT ROAD LEADING SOUTHWEST, 76
 BL1769'FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 51 FEET NORTHWEST
 BL1769'OF THE CENTER LINE OF THE ROAD LEADING SOUTHWEST, 4 FEET NORTHWEST OF
 BL1769'A 4X4 MARKER POST, 1 FOOT NORTHEAST OF THE SOUTHWEST RIGHT OF WAY
 BL1769'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BL1769'THE GROUND.
 BL1769
 BL1769                          STATION RECOVERY (1996)
 BL1769
 BL1769'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1080 ***********************************************************************
 BL1080  DESIGNATION -  C 985
 BL1080  PID         -  BL1080
 BL1080  STATE/COUNTY-  TX/SAN JACINTO
 BL1080  USGS QUAD   -  MAYNARD (1997)
 BL1080
 BL1080                         *CURRENT SURVEY CONTROL
 BL1080  ___________________________________________________________________
 BL1080* NAD 83(1986)-  30 35 35.     (N)    095 19 30.     (W)     SCALED    
 BL1080* NAVD 88     -        91.25   (+/-2cm)     299.4    (feet)  VERTCON   
 BL1080  ___________________________________________________________________
 BL1080  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL1080
 BL1080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1080
 BL1080.The horizontal coordinates were scaled from a topographic map and have
 BL1080.an estimated accuracy of +/- 6 seconds.
 BL1080
 BL1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1080.The vertical order pertains to the NGVD 29 superseded value.
 BL1080
 BL1080.The geoid height was determined by GEOID03.
 BL1080
 BL1080;                    North         East    Units  Estimated Accuracy
 BL1080;SPC TX C     - 3,113,510.    1,180,130.      MT  (+/- 180 meters Scaled)
 BL1080
 BL1080                          SUPERSEDED SURVEY CONTROL
 BL1080
 BL1080  NGVD 29 (??/??/92)   91.261  (m)          299.41   (f) ADJ UNCH    2 0
 BL1080
 BL1080.Superseded values are not recommended for survey control.
 BL1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1080.See file dsdata.txt to determine how the superseded data were derived.
 BL1080
 BL1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP770868(NAD 83)
 BL1080_MARKER: DB = BENCH MARK DISK
 BL1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1080_STAMPING: C 985 1947
 BL1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1080+STABILITY: SURFACE MOTION
 BL1080
 BL1080  HISTORY     - Date     Condition        Report By
 BL1080  HISTORY     - 1947     MONUMENTED       CGS
 BL1080  HISTORY     - 1960     GOOD             USGS
 BL1080
 BL1080                          STATION DESCRIPTION
 BL1080
 BL1080'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BL1080'7.2 MI NW FROM EVERGREEN.
 BL1080'2.8 MI W ALONG STATE HIGHWAY 150 FROM THE P.O. AT EVERGREEN, THENCE
 BL1080'4.4 MI NW ALONG SAM HOUSTON FOREST HIGHWAY 202, 0.1 MI E OF A ROAD
 BL1080'JUNCTION, 107.0 FEET NE OF AND 4.0 FEET HIGHER THAN THE CENTERLINE OF
 BL1080'THE ROAD, 3.5 FEET WEST OF THE NW CORNER OF THE PINE VALLEY CHURCH, 38
 BL1080'FEET EAST OF THE SW CORNER OF A CEMETERY FENCE, 25.0 FEET NORTHWEST OF
 BL1080'A 24 IN OAK TREE, 2.0 FEET SOUTH OF CEMETERY FENCE, SET IN THE TOP OF
 BL1080'A CONCRETE POST WHICH PROJECTS 1 IN ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1065 ***********************************************************************
 BL1065  DESIGNATION -  C 986
 BL1065  PID         -  BL1065
 BL1065  STATE/COUNTY-  TX/SAN JACINTO
 BL1065  USGS QUAD   -  BLANCHARD (1972)
 BL1065
 BL1065                         *CURRENT SURVEY CONTROL
 BL1065  ___________________________________________________________________
 BL1065* NAD 83(1986)-  30 38 46.     (N)    095 05 05.     (W)     SCALED    
 BL1065* NAVD 88     -        31.50   (+/-2cm)     103.3    (feet)  VERTCON   
 BL1065  ___________________________________________________________________
 BL1065  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1065
 BL1065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1065
 BL1065.The horizontal coordinates were scaled from a topographic map and have
 BL1065.an estimated accuracy of +/- 6 seconds.
 BL1065
 BL1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1065.The vertical order pertains to the NGVD 29 superseded value.
 BL1065
 BL1065.The geoid height was determined by GEOID03.
 BL1065
 BL1065;                    North         East    Units  Estimated Accuracy
 BL1065;SPC TX C     - 3,120,440.    1,202,870.      MT  (+/- 180 meters Scaled)
 BL1065
 BL1065                          SUPERSEDED SURVEY CONTROL
 BL1065
 BL1065  NGVD 29 (??/??/92)   31.514  (m)          103.39   (f) ADJ UNCH    2 0
 BL1065
 BL1065.Superseded values are not recommended for survey control.
 BL1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1065.See file dsdata.txt to determine how the superseded data were derived.
 BL1065
 BL1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP002922(NAD 83)
 BL1065_MARKER: DB = BENCH MARK DISK
 BL1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1065_STAMPING: C 986 1947
 BL1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1065+STABILITY: SURFACE MOTION
 BL1065
 BL1065  HISTORY     - Date     Condition        Report By
 BL1065  HISTORY     - 1947     MONUMENTED       CGS
 BL1065
 BL1065                          STATION DESCRIPTION
 BL1065
 BL1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1065'6.2 MI N FROM COLDSPRING.
 BL1065'0.2 MILE EAST ALONG A GRADED DIRT ROAD FROM THE COURTHOUSE AT
 BL1065'COLDSPRING, THENCE 6.0 MILES NORTH ALONG A GRADED DIRT ROAD, 49.5 FEET
 BL1065'SOUTHWEST OF A 12 INCH OAK TREE, 35.2 FEET WEST OF A 10 INCH GUM TREE,
 BL1065'29.0 FEET SOUTHEAST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD,
 BL1065'22.3 FEET NORTHEAST OF A 10 INCH HICKORY TREE, 1.5 FEET SOUTHWEST OF A
 BL1065'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 BL1065'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0991 ***********************************************************************
 BL0991  DESIGNATION -  C 987
 BL0991  PID         -  BL0991
 BL0991  STATE/COUNTY-  TX/SAN JACINTO
 BL0991  USGS QUAD   -  STEPHEN CREEK (1972)
 BL0991
 BL0991                         *CURRENT SURVEY CONTROL
 BL0991  ___________________________________________________________________
 BL0991* NAD 83(1986)-  30 44 51.     (N)    095 14 33.     (W)     SCALED    
 BL0991* NAVD 88     -        54.72   (+/-2cm)     179.5    (feet)  VERTCON   
 BL0991  ___________________________________________________________________
 BL0991  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL0991
 BL0991  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0991
 BL0991.The horizontal coordinates were scaled from a topographic map and have
 BL0991.an estimated accuracy of +/- 6 seconds.
 BL0991
 BL0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0991.The vertical order pertains to the NGVD 29 superseded value.
 BL0991
 BL0991.The geoid height was determined by GEOID03.
 BL0991
 BL0991;                    North         East    Units  Estimated Accuracy
 BL0991;SPC TX C     - 3,130,970.    1,187,250.      MT  (+/- 180 meters Scaled)
 BL0991
 BL0991                          SUPERSEDED SURVEY CONTROL
 BL0991
 BL0991  NGVD 29 (??/??/92)   54.729  (m)          179.56   (f) ADJ UNCH    2 0
 BL0991
 BL0991.Superseded values are not recommended for survey control.
 BL0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0991.See file dsdata.txt to determine how the superseded data were derived.
 BL0991
 BL0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ853037(NAD 83)
 BL0991_MARKER: DB = BENCH MARK DISK
 BL0991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0991_SP_SET: CULVERT
 BL0991_STAMPING: C 987 1947
 BL0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0991
 BL0991  HISTORY     - Date     Condition        Report By
 BL0991  HISTORY     - 1947     MONUMENTED       CGS
 BL0991
 BL0991                          STATION DESCRIPTION
 BL0991
 BL0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0991'1.9 MI W FROM POINT BLANK.
 BL0991'1.9 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT POINT
 BL0991'BLANK, 25.0 FEET NORTHWEST OF AND 5.0 FEET LOWER THAN THE CENTER LINE
 BL0991'OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 BL0991'HEADWALL OF A 6 X 8 FOOT CONCRETE CULVERT, 1.0 FOOT SOUTHWEST OF THE
 BL0991'NORTHEAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1795 ***********************************************************************
 BL1795  DESIGNATION -  C 988
 BL1795  PID         -  BL1795
 BL1795  STATE/COUNTY-  TX/WALKER
 BL1795  USGS QUAD   -  HUNTSVILLE (1976)
 BL1795
 BL1795                         *CURRENT SURVEY CONTROL
 BL1795  ___________________________________________________________________
 BL1795* NAD 83(1986)-  30 44 29.     (N)    095 32 57.     (W)     SCALED    
 BL1795* NAVD 88     -        90.86   (+/-2cm)     298.1    (feet)  VERTCON   
 BL1795  ___________________________________________________________________
 BL1795  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL1795
 BL1795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1795
 BL1795.The horizontal coordinates were scaled from a topographic map and have
 BL1795.an estimated accuracy of +/- 6 seconds.
 BL1795
 BL1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1795.The vertical order pertains to the NGVD 29 superseded value.
 BL1795
 BL1795.The geoid height was determined by GEOID03.
 BL1795
 BL1795;                    North         East    Units  Estimated Accuracy
 BL1795;SPC TX C     - 3,128,990.    1,157,950.      MT  (+/- 180 meters Scaled)
 BL1795
 BL1795                          SUPERSEDED SURVEY CONTROL
 BL1795
 BL1795  NGVD 29 (??/??/92)   90.859  (m)          298.09   (f) ADJ UNCH    2 0
 BL1795
 BL1795.Superseded values are not recommended for survey control.
 BL1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1795.See file dsdata.txt to determine how the superseded data were derived.
 BL1795
 BL1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ559037(NAD 83)
 BL1795_MARKER: DB = BENCH MARK DISK
 BL1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1795_STAMPING: C 988 1947
 BL1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1795+STABILITY: SURFACE MOTION
 BL1795
 BL1795  HISTORY     - Date     Condition        Report By
 BL1795  HISTORY     - 1947     MONUMENTED       CGS
 BL1795  HISTORY     - 1962     MARK NOT FOUND   USGS
 BL1795  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1795
 BL1795                          STATION DESCRIPTION
 BL1795
 BL1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1795'1.0 MI N FROM HUNTSVILLE.
 BL1795'1.0 MILE NORTH ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL AT
 BL1795'HUNTSVILLE, 0.3 MILE SOUTH OF A BRIDGE OVER ROMAN CREEK, 265.0 FEET
 BL1795'SOUTH OF A T FENCE CORNER POST, 39.0 FEET WEST OF THE CENTER OF THE
 BL1795'MAIN ROAD, 25.0 FEET NORTH OF A POINT WHICH IS ACROSS THE ROAD FROM
 BL1795'AND IN LINE WITH THE CENTER OF A WOODEN BRIDGE FOR A PRIVATE ROAD
 BL1795'LEADING EAST, 3.7 FEET SOUTH OF A REFERENCE POST, 2.7 FEET WEST OF THE
 BL1795'WEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT 4 FEET ABOVE THE
 BL1795'ROAD AND PROJECTING 0.3 FOOT.
 BL1795
 BL1795                          STATION RECOVERY (1962)
 BL1795
 BL1795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BL1795'MARK NOT FOUND.
 BL1795
 BL1795                          STATION RECOVERY (1996)
 BL1795
 BL1795'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1093 ***********************************************************************
 BL1093  DESIGNATION -  C 989
 BL1093  PID         -  BL1093
 BL1093  STATE/COUNTY-  TX/WALKER
 BL1093  USGS QUAD   -  NEW WAVERLY (1976)
 BL1093
 BL1093                         *CURRENT SURVEY CONTROL
 BL1093  ___________________________________________________________________
 BL1093* NAD 83(1986)-  30 36 21.     (N)    095 23 50.     (W)     SCALED    
 BL1093* NAVD 88     -        79.49   (+/-2cm)     260.8    (feet)  VERTCON   
 BL1093  ___________________________________________________________________
 BL1093  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL1093
 BL1093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1093
 BL1093.The horizontal coordinates were scaled from a topographic map and have
 BL1093.an estimated accuracy of +/- 6 seconds.
 BL1093
 BL1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1093.The vertical order pertains to the NGVD 29 superseded value.
 BL1093
 BL1093.The geoid height was determined by GEOID03.
 BL1093
 BL1093;                    North         East    Units  Estimated Accuracy
 BL1093;SPC TX C     - 3,114,610.    1,173,150.      MT  (+/- 180 meters Scaled)
 BL1093
 BL1093                          SUPERSEDED SURVEY CONTROL
 BL1093
 BL1093  NGVD 29 (??/??/92)   79.498  (m)          260.82   (f) ADJ UNCH    2 0
 BL1093
 BL1093.Superseded values are not recommended for survey control.
 BL1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1093.See file dsdata.txt to determine how the superseded data were derived.
 BL1093
 BL1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP701883(NAD 83)
 BL1093_MARKER: DB = BENCH MARK DISK
 BL1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1093_STAMPING: C 989 1947
 BL1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1093+STABILITY: SURFACE MOTION
 BL1093
 BL1093  HISTORY     - Date     Condition        Report By
 BL1093  HISTORY     - 1947     MONUMENTED       CGS
 BL1093
 BL1093                          STATION DESCRIPTION
 BL1093
 BL1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1093'8.2 MI NE FROM NEW WAVERLY.
 BL1093'0.1 MILE WEST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT NEW
 BL1093'WAVERLY, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 75, THENCE 0.6 MILE
 BL1093'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A
 BL1093'GRADED DIRT ROAD TO A ROAD JUNCTION, THENCE 2.0 MILES NORTHEAST ALONG
 BL1093'A GRADED DIRT ROAD TO A CROSS ROADS, THENCE 3.0 MILES NORTHEAST ALONG
 BL1093'A GRADED DIRT ROAD, 115 YARDS SOUTHWEST OF A WOODEN BRIDGE, 66 YARDS
 BL1093'NORTHEAST OF A WOODEN BRIDGE, 36.0 FEET NORTHWEST OF AND LEVEL WITH
 BL1093'THE CENTER LINE OF THE ROAD, 21.0 FEET SOUTHWEST OF A 20 INCH OAK
 BL1093'TREE, 17.0 FEET SOUTHEAST OF A 24 INCH OAK TREE, 2.0 FEET NORTHEAST OF
 BL1093'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 BL1093'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0527 ***********************************************************************
 BY0527  DESIGNATION -  C 99
 BY0527  PID         -  BY0527
 BY0527  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0527  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0527
 BY0527                         *CURRENT SURVEY CONTROL
 BY0527  ___________________________________________________________________
 BY0527* NAD 83(1986)-  31 12 29.     (N)    094 15 09.     (W)     SCALED    
 BY0527* NAVD 88     -        68.54   (+/-2cm)     224.9    (feet)  VERTCON   
 BY0527  ___________________________________________________________________
 BY0527  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BY0527
 BY0527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0527
 BY0527.The horizontal coordinates were scaled from a topographic map and have
 BY0527.an estimated accuracy of +/- 6 seconds.
 BY0527
 BY0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0527.The vertical order pertains to the NGVD 29 superseded value.
 BY0527
 BY0527.The geoid height was determined by GEOID03.
 BY0527
 BY0527;                    North         East    Units  Estimated Accuracy
 BY0527;SPC TX C     - 3,186,700.    1,279,130.      MT  (+/- 180 meters Scaled)
 BY0527
 BY0527                          SUPERSEDED SURVEY CONTROL
 BY0527
 BY0527  NGVD 29 (??/??/92)   68.562  (m)          224.94   (f) ADJ UNCH    2 0
 BY0527
 BY0527.Superseded values are not recommended for survey control.
 BY0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0527.See file dsdata.txt to determine how the superseded data were derived.
 BY0527
 BY0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ806533(NAD 83)
 BY0527_MARKER: DB = BENCH MARK DISK
 BY0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0527_STAMPING: C 99 1952
 BY0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0527+STABILITY: SURFACE MOTION
 BY0527
 BY0527  HISTORY     - Date     Condition        Report By
 BY0527  HISTORY     - 1952     MONUMENTED       CGS
 BY0527
 BY0527                          STATION DESCRIPTION
 BY0527
 BY0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0527'13.2 MI NE FROM ZAVALLA.
 BY0527'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0527'ZAVALLA, THENCE 3.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, ON THE
 BY0527'EAST SLOPE OF A HILL, 56 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BY0527'ROAD, 45 FEET SOUTHEAST OF A LONE 12 INCH ELM TREE, 38.4 FEET WEST OF
 BY0527'A POWER POLE, 2.8 FEET SOUTHEAST OF A FENCE CORNER, 1.4 FEET SOUTHWEST
 BY0527'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0527'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0763 ***********************************************************************
 CR0763  DESIGNATION -  C 992
 CR0763  PID         -  CR0763
 CR0763  STATE/COUNTY-  TX/SMITH
 CR0763  USGS QUAD   -  CARROLL (1984)
 CR0763
 CR0763                         *CURRENT SURVEY CONTROL
 CR0763  ___________________________________________________________________
 CR0763* NAD 83(1986)-  32 25 54.     (N)    095 31 26.     (W)     SCALED    
 CR0763* NAVD 88     -       132.982  (meters)     436.29   (feet)  ADJUSTED  
 CR0763  ___________________________________________________________________
 CR0763  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CR0763  DYNAMIC HT  -         132.828 (meters)     435.79  (feet)  COMP
 CR0763  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 CR0763
 CR0763  VERT ORDER  -  SECOND    CLASS 0
 CR0763
 CR0763.The horizontal coordinates were scaled from a topographic map and have
 CR0763.an estimated accuracy of +/- 6 seconds.
 CR0763
 CR0763.The orthometric height was determined by differential leveling
 CR0763.and adjusted by the National Geodetic Survey in June 1991..
 CR0763
 CR0763.The geoid height was determined by GEOID03.
 CR0763
 CR0763.The dynamic height is computed by dividing the NAVD 88
 CR0763.geopotential number by the normal gravity value computed on the
 CR0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0763.degrees latitude (g = 980.6199 gals.).
 CR0763
 CR0763.The modeled gravity was interpolated from observed gravity values.
 CR0763
 CR0763;                    North         East    Units  Estimated Accuracy
 CR0763;SPC TXNC     - 2,088,800.      879,840.      MT  (+/- 180 meters Scaled)
 CR0763
 CR0763                          SUPERSEDED SURVEY CONTROL
 CR0763
 CR0763  NGVD 29 (??/??/92)  133.006  (m)          436.37   (f) ADJ UNCH    2 0
 CR0763
 CR0763.Superseded values are not recommended for survey control.
 CR0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0763.See file dsdata.txt to determine how the superseded data were derived.
 CR0763
 CR0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR626910(NAD 83)
 CR0763_MARKER: DB = BENCH MARK DISK
 CR0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0763_STAMPING: C 992 1948
 CR0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0763+STABILITY: SURFACE MOTION
 CR0763
 CR0763  HISTORY     - Date     Condition        Report By
 CR0763  HISTORY     - 1948     MONUMENTED       CGS
 CR0763  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0763
 CR0763                          STATION DESCRIPTION
 CR0763
 CR0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0763'3.25 MI S FROM CARROLL.
 CR0763'3.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE DOVER BAPTIST
 CR0763'CHURCH AT CARROLL, AT A JUNCTION WITH A TRAIL LEADING SOUTH, 55.0 FEET
 CR0763'NORTH OF THE NORTH EDGE OF A LARGE STEEL TANK, 38.0 FEET EAST OF THE
 CR0763'CENTER LINE OF THE TRAIL, 32.0 FEET NORTHEAST OF THE CENTER LINE OF
 CR0763'THE MAIN ROAD (MEASURED FROM THE CENTER OF A CURVE), 3.2 FEET SOUTH OF
 CR0763'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 CR0763'FOOT ABOVE THE GROUND.
 CR0763
 CR0763                          STATION RECOVERY (1996)
 CR0763
 CR0763'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0966 ***********************************************************************
 CR0966  DESIGNATION -  C 993 RESET 1968
 CR0966  PID         -  CR0966
 CR0966  STATE/COUNTY-  TX/VAN ZANDT
 CR0966  USGS QUAD   -  CANTON (1981)
 CR0966
 CR0966                         *CURRENT SURVEY CONTROL
 CR0966  ___________________________________________________________________
 CR0966* NAD 83(1986)-  32 30 58.     (N)    095 51 38.     (W)     SCALED    
 CR0966* NAVD 88     -       156.91   (+/-2cm)     514.8    (feet)  VERTCON   
 CR0966  ___________________________________________________________________
 CR0966  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0966
 CR0966  VERT ORDER  -  THIRD (See Below)
 CR0966
 CR0966.The horizontal coordinates were scaled from a topographic map and have
 CR0966.an estimated accuracy of +/- 6 seconds.
 CR0966
 CR0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0966.The vertical order pertains to the NGVD 29 superseded value.
 CR0966
 CR0966.The geoid height was determined by GEOID03.
 CR0966
 CR0966;                    North         East    Units  Estimated Accuracy
 CR0966;SPC TXNC     - 2,097,310.      847,960.      MT  (+/- 180 meters Scaled)
 CR0966
 CR0966                          SUPERSEDED SURVEY CONTROL
 CR0966
 CR0966  NGVD 29 (01/29/03)  156.91   (m)          514.8    (f) RESET       3  
 CR0966
 CR0966.Superseded values are not recommended for survey control.
 CR0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0966.See file dsdata.txt to determine how the superseded data were derived.
 CR0966
 CR0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS312012(NAD 83)
 CR0966_MARKER: DB = BENCH MARK DISK
 CR0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0966_SP_SET: BRIDGE
 CR0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0966
 CR0966  HISTORY     - Date     Condition        Report By
 CR0966  HISTORY     - 1968     MONUMENTED       TXHD
 CR0966  HISTORY     - 1969     GOOD             TXHD
 CR0966
 CR0966                          STATION DESCRIPTION
 CR0966
 CR0966'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1969
 CR0966'2.7 MI S FROM CANTON.
 CR0966'2.7 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR0966'HIGHWAY 64 AT CANTON, SET IN THE TOP OF THE NORTH END OF THE EAST CURB
 CR0966'OF A CONCRETE HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0697 ***********************************************************************
 CR0697  DESIGNATION -  C 994
 CR0697  PID         -  CR0697
 CR0697  STATE/COUNTY-  TX/VAN ZANDT
 CR0697  USGS QUAD   -  MURCHISON WEST (1984)
 CR0697
 CR0697                         *CURRENT SURVEY CONTROL
 CR0697  ___________________________________________________________________
 CR0697* NAD 83(1986)-  32 22 28.     (N)    095 48 00.     (W)     SCALED    
 CR0697* NAVD 88     -       144.480  (meters)     474.01   (feet)  ADJUSTED  
 CR0697  ___________________________________________________________________
 CR0697  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CR0697  DYNAMIC HT  -         144.312 (meters)     473.46  (feet)  COMP
 CR0697  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 CR0697
 CR0697  VERT ORDER  -  SECOND    CLASS 0
 CR0697
 CR0697.The horizontal coordinates were scaled from a topographic map and have
 CR0697.an estimated accuracy of +/- 6 seconds.
 CR0697
 CR0697.The orthometric height was determined by differential leveling
 CR0697.and adjusted by the National Geodetic Survey in June 1991..
 CR0697
 CR0697.The geoid height was determined by GEOID03.
 CR0697
 CR0697.The dynamic height is computed by dividing the NAVD 88
 CR0697.geopotential number by the normal gravity value computed on the
 CR0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0697.degrees latitude (g = 980.6199 gals.).
 CR0697
 CR0697.The modeled gravity was interpolated from observed gravity values.
 CR0697
 CR0697;                    North         East    Units  Estimated Accuracy
 CR0697;SPC TXNC     - 2,081,750.      854,050.      MT  (+/- 180 meters Scaled)
 CR0697
 CR0697                          SUPERSEDED SURVEY CONTROL
 CR0697
 CR0697  NGVD 29 (??/??/92)  144.492  (m)          474.05   (f) ADJ UNCH    2 0
 CR0697
 CR0697.Superseded values are not recommended for survey control.
 CR0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0697.See file dsdata.txt to determine how the superseded data were derived.
 CR0697
 CR0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR365853(NAD 83)
 CR0697_MARKER: DB = BENCH MARK DISK
 CR0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0697_STAMPING: C 994 1948
 CR0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0697+STABILITY: SURFACE MOTION
 CR0697
 CR0697  HISTORY     - Date     Condition        Report By
 CR0697  HISTORY     - 1948     MONUMENTED       CGS
 CR0697  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0697  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 CR0697
 CR0697                          STATION DESCRIPTION
 CR0697
 CR0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0697'3.5 MI SW FROM MARTIN MILLS.
 CR0697'3.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE HIGH SCHOOL AT MARTIN
 CR0697'MILLS, THENCE 0.3 MILE NORTHWEST ALONG A GRADED DIRT ROAD, 65.3 FEET
 CR0697'NORTHEAST OF THE NORTHEAST CORNER OF MAHOGANY SCHOOL, 40.0 FEET SOUTH
 CR0697'OF THE CENTER LINE OF THE ROAD, 16.0 FEET NORTHWEST OF THE CENTER OF
 CR0697'AN OPEN TOP WELL, ON TOP OF A HILL, SET IN THE TOP OF A CONCRETE POST
 CR0697'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CR0697
 CR0697                          STATION RECOVERY (1995)
 CR0697
 CR0697'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0697'MARK NOT FOUND.
 CR0697
 CR0697                          STATION RECOVERY (2004)
 CR0697
 CR0697'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0039 ***********************************************************************
 BY0039  DESIGNATION -  C 995
 BY0039  PID         -  BY0039
 BY0039  STATE/COUNTY-  TX/NACOGDOCHES
 BY0039  USGS QUAD   -  GARRISON EAST (1984)
 BY0039
 BY0039                         *CURRENT SURVEY CONTROL
 BY0039  ___________________________________________________________________
 BY0039* NAD 83(1986)-  31 49 56.     (N)    094 28 39.     (W)     SCALED    
 BY0039* NAVD 88     -       114.474  (meters)     375.57   (feet)  ADJUSTED  
 BY0039  ___________________________________________________________________
 BY0039  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY0039  DYNAMIC HT  -         114.335 (meters)     375.11  (feet)  COMP
 BY0039  MODELED GRAV-     979,426.1   (mgal)                       NAVD 88
 BY0039
 BY0039  VERT ORDER  -  FIRST     CLASS II
 BY0039
 BY0039.The horizontal coordinates were scaled from a topographic map and have
 BY0039.an estimated accuracy of +/- 6 seconds.
 BY0039
 BY0039.The orthometric height was determined by differential leveling
 BY0039.and adjusted by the National Geodetic Survey in June 1991..
 BY0039
 BY0039.The geoid height was determined by GEOID03.
 BY0039
 BY0039.The dynamic height is computed by dividing the NAVD 88
 BY0039.geopotential number by the normal gravity value computed on the
 BY0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0039.degrees latitude (g = 980.6199 gals.).
 BY0039
 BY0039.The modeled gravity was interpolated from observed gravity values.
 BY0039
 BY0039;                    North         East    Units  Estimated Accuracy
 BY0039;SPC TX C     - 3,254,660.    1,254,080.      MT  (+/- 180 meters Scaled)
 BY0039
 BY0039                          SUPERSEDED SURVEY CONTROL
 BY0039
 BY0039  NGVD 29 (??/??/92)  114.486  (m)          375.61   (f) ADJ UNCH    1 2
 BY0039
 BY0039.Superseded values are not recommended for survey control.
 BY0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0039.See file dsdata.txt to determine how the superseded data were derived.
 BY0039
 BY0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR601227(NAD 83)
 BY0039_MARKER: DB = BENCH MARK DISK
 BY0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0039_STAMPING: C 995 1949
 BY0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0039+STABILITY: SURFACE MOTION
 BY0039
 BY0039  HISTORY     - Date     Condition        Report By
 BY0039  HISTORY     - 1946     MONUMENTED       CGS
 BY0039
 BY0039                          STATION DESCRIPTION
 BY0039
 BY0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BY0039'1.0 MI NE FROM GARRISON.
 BY0039'1.0 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0039'STATION AT GARRISON, 0.4 MILE NORTHEAST OF MILEPOST 159, 0.3 MILE
 BY0039'SOUTHEAST OF THE CROSSING OF RAILWAY AND A DIRT ROAD, ACROSS THE TRACK
 BY0039'FROM THE OLD HIGHWAY, AT THE FARM HOME OF C. B. BRAY, 70.8 FEET SOUTH
 BY0039'OF THE SOUTH RAIL OF THE TRACK, 31.0 FEET SOUTH OF THE CENTER LINE OF
 BY0039'ROAD PARALLELING THE SOUTH SIDE OF THE TRACK, 30.9 FEET NORTHEAST OF
 BY0039'THE NORTHEAST CORNER OF THE FARMHOUSE, 6.7 FEET EAST OF A FENCE CORNER
 BY0039'POST, 5.8 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0039'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1000 ***********************************************************************
 CR1000  DESIGNATION -  C 996
 CR1000  PID         -  CR1000
 CR1000  STATE/COUNTY-  TX/VAN ZANDT
 CR1000  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR1000
 CR1000                         *CURRENT SURVEY CONTROL
 CR1000  ___________________________________________________________________
 CR1000* NAD 83(1986)-  32 35 32.     (N)    095 54 44.     (W)     SCALED    
 CR1000* NAVD 88     -       157.456  (meters)     516.59   (feet)  ADJUSTED  
 CR1000  ___________________________________________________________________
 CR1000  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CR1000  DYNAMIC HT  -         157.277 (meters)     516.00  (feet)  COMP
 CR1000  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 CR1000
 CR1000  VERT ORDER  -  SECOND    CLASS 0
 CR1000
 CR1000.The horizontal coordinates were scaled from a topographic map and have
 CR1000.an estimated accuracy of +/- 6 seconds.
 CR1000
 CR1000.The orthometric height was determined by differential leveling
 CR1000.and adjusted by the National Geodetic Survey in June 1991..
 CR1000
 CR1000.The geoid height was determined by GEOID03.
 CR1000
 CR1000.The dynamic height is computed by dividing the NAVD 88
 CR1000.geopotential number by the normal gravity value computed on the
 CR1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1000.degrees latitude (g = 980.6199 gals.).
 CR1000
 CR1000.The modeled gravity was interpolated from observed gravity values.
 CR1000
 CR1000;                    North         East    Units  Estimated Accuracy
 CR1000;SPC TXNC     - 2,105,630.      842,900.      MT  (+/- 180 meters Scaled)
 CR1000
 CR1000                          SUPERSEDED SURVEY CONTROL
 CR1000
 CR1000  NGVD 29 (??/??/92)  157.469  (m)          516.63   (f) ADJ UNCH    2 0
 CR1000
 CR1000.Superseded values are not recommended for survey control.
 CR1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1000.See file dsdata.txt to determine how the superseded data were derived.
 CR1000
 CR1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS266098(NAD 83)
 CR1000_MARKER: DB = BENCH MARK DISK
 CR1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1000_STAMPING: C 996 1948
 CR1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1000+STABILITY: SURFACE MOTION
 CR1000
 CR1000  HISTORY     - Date     Condition        Report By
 CR1000  HISTORY     - 1948     MONUMENTED       CGS
 CR1000  HISTORY     - 1955     MARK NOT FOUND   NGS
 CR1000  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR1000  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 CR1000
 CR1000                          STATION DESCRIPTION
 CR1000
 CR1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1000'1.55 MI SE FROM MYRTLE SPRINGS.
 CR1000'1.55 MILES SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE METHODIST CHURCH
 CR1000'AT MYRTLE SPRINGS, 145 YARDS (PACED) NORTHEAST OF THE CENTER OF A
 CR1000'JUNCTION WITH A ROAD LEADING SOUTH, 153.5 FEET NORTHWEST OF THE
 CR1000'NORTHWEST END OF A GATE ACROSS A PRIVATE ROAD LEADING EAST TO A
 CR1000'FARMHOUSE, 69.0 FEET SOUTHEAST OF THE EXTENDED NORTHWEST WALL OF A
 CR1000'FARMHOUSE WHICH IS LOCATED ON THE SOUTHWEST SIDE OF THE HIGHWAY, 62.2
 CR1000'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET SOUTHWEST
 CR1000'OF A FENCE, 1.9 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP
 CR1000'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR1000
 CR1000                          STATION RECOVERY (1955)
 CR1000
 CR1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CR1000'MARK NOT FOUND.
 CR1000
 CR1000                          STATION RECOVERY (1993)
 CR1000
 CR1000'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR1000'MARK NOT FOUND.
 CR1000
 CR1000                          STATION RECOVERY (1995)
 CR1000
 CR1000'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0297 ***********************************************************************
 CS0297  DESIGNATION -  C 997
 CS0297  PID         -  CS0297
 CS0297  STATE/COUNTY-  TX/VAN ZANDT
 CS0297  USGS QUAD   -  CEDARVALE (1981)
 CS0297
 CS0297                         *CURRENT SURVEY CONTROL
 CS0297  ___________________________________________________________________
 CS0297* NAD 83(1986)-  32 33 11.     (N)    096 01 45.     (W)     SCALED    
 CS0297* NAVD 88     -       142.109  (meters)     466.24   (feet)  ADJUSTED  
 CS0297  ___________________________________________________________________
 CS0297  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0297  DYNAMIC HT  -         141.947 (meters)     465.70  (feet)  COMP
 CS0297  MODELED GRAV-     979,499.4   (mgal)                       NAVD 88
 CS0297
 CS0297  VERT ORDER  -  SECOND    CLASS 0
 CS0297
 CS0297.The horizontal coordinates were scaled from a topographic map and have
 CS0297.an estimated accuracy of +/- 6 seconds.
 CS0297
 CS0297.The orthometric height was determined by differential leveling
 CS0297.and adjusted by the National Geodetic Survey in June 1991..
 CS0297
 CS0297.The geoid height was determined by GEOID03.
 CS0297
 CS0297.The dynamic height is computed by dividing the NAVD 88
 CS0297.geopotential number by the normal gravity value computed on the
 CS0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0297.degrees latitude (g = 980.6199 gals.).
 CS0297
 CS0297.The modeled gravity was interpolated from observed gravity values.
 CS0297
 CS0297;                    North         East    Units  Estimated Accuracy
 CS0297;SPC TXNC     - 2,101,020.      832,020.      MT  (+/- 180 meters Scaled)
 CS0297
 CS0297                          SUPERSEDED SURVEY CONTROL
 CS0297
 CS0297  NGVD 29 (??/??/92)  142.120  (m)          466.27   (f) ADJ UNCH    2 0
 CS0297
 CS0297.Superseded values are not recommended for survey control.
 CS0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0297.See file dsdata.txt to determine how the superseded data were derived.
 CS0297
 CS0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB789056(NAD 83)
 CS0297_MARKER: DB = BENCH MARK DISK
 CS0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0297_STAMPING: C 997 1948
 CS0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0297+STABILITY: SURFACE MOTION
 CS0297
 CS0297  HISTORY     - Date     Condition        Report By
 CS0297  HISTORY     - 1948     MONUMENTED       CGS
 CS0297  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CS0297
 CS0297                          STATION DESCRIPTION
 CS0297
 CS0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0297'9.15 MI W FROM CANTON.
 CS0297'9.15 MILES WEST ALONG STATE HIGHWAY 243 FROM THE JUNCTION OF STATE
 CS0297'HIGHWAYS 198 AND 243 AT THE SOUTH EDGE OF CANTON, AT A ROAD
 CS0297'INTERSECTION, 116.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 32.0
 CS0297'FEET EAST OF THE CENTER LINE OF FARM ROAD 47, 6.5 FEET SOUTH OF A
 CS0297'POINT 40.5 FEET WEST OF THE NORTHWEST CORNER OF A SERVICE STATION AND
 CS0297'GENERAL STORE, 2.7 FEET SOUTH OF A POWER POLE, 1.9 FEET NORTHEAST OF
 CS0297'THE NORTHEAST CORNER OF A FEDERAL AID PROJECT MONUMENT DESIGNATED AS
 CS0297'STATION 605 + 62, 1.2 FEET EAST OF A REFERENCE POST, AND SET IN THE
 CS0297'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CS0297
 CS0297                          STATION RECOVERY (1995)
 CS0297
 CS0297'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0654 ***********************************************************************
 CR0654  DESIGNATION -  C 998
 CR0654  PID         -  CR0654
 CR0654  STATE/COUNTY-  TX/VAN ZANDT
 CR0654  USGS QUAD   -  PHALBA (1984)
 CR0654
 CR0654                         *CURRENT SURVEY CONTROL
 CR0654  ___________________________________________________________________
 CR0654* NAD 83(1986)-  32 24 22.     (N)    095 55 28.     (W)     SCALED    
 CR0654* NAVD 88     -       169.014  (meters)     554.51   (feet)  ADJUSTED  
 CR0654  ___________________________________________________________________
 CR0654  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0654  DYNAMIC HT  -         168.819 (meters)     553.87  (feet)  COMP
 CR0654  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 CR0654
 CR0654  VERT ORDER  -  SECOND    CLASS 0
 CR0654
 CR0654.The horizontal coordinates were scaled from a topographic map and have
 CR0654.an estimated accuracy of +/- 6 seconds.
 CR0654
 CR0654.The orthometric height was determined by differential leveling
 CR0654.and adjusted by the National Geodetic Survey in June 1991..
 CR0654
 CR0654.The geoid height was determined by GEOID03.
 CR0654
 CR0654.The dynamic height is computed by dividing the NAVD 88
 CR0654.geopotential number by the normal gravity value computed on the
 CR0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0654.degrees latitude (g = 980.6199 gals.).
 CR0654
 CR0654.The modeled gravity was interpolated from observed gravity values.
 CR0654
 CR0654;                    North         East    Units  Estimated Accuracy
 CR0654;SPC TXNC     - 2,084,970.      842,250.      MT  (+/- 180 meters Scaled)
 CR0654
 CR0654                          SUPERSEDED SURVEY CONTROL
 CR0654
 CR0654  NGVD 29 (??/??/92)  169.021  (m)          554.53   (f) ADJ UNCH    2 0
 CR0654
 CR0654.Superseded values are not recommended for survey control.
 CR0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0654.See file dsdata.txt to determine how the superseded data were derived.
 CR0654
 CR0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR249892(NAD 83)
 CR0654_MARKER: DB = BENCH MARK DISK
 CR0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0654_STAMPING: C 998 1948
 CR0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0654+STABILITY: SURFACE MOTION
 CR0654
 CR0654  HISTORY     - Date     Condition        Report By
 CR0654  HISTORY     - 1948     MONUMENTED       CGS
 CR0654  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0654
 CR0654                          STATION DESCRIPTION
 CR0654
 CR0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0654'15.25 MI SW FROM CANTON.
 CR0654'10.85 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF
 CR0654'STATE HIGHWAY 64 AT CANTON, THENCE 4.4 MILES WEST ALONG A GRAVELED
 CR0654'ROAD, 0.15 MILE WEST OF AN 18-FOOT CONCRETE CULVERT, 54.0 FEET NORTH
 CR0654'OF THE CENTER LINE OF THE ROAD, 15.5 FEET NORTHWEST OF A FENCE CORNER,
 CR0654'1.7 FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF A REFERENCE POST,
 CR0654'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CR0654'GROUND.
 CR0654
 CR0654                          STATION RECOVERY (1995)
 CR0654
 CR0654'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0793 ***********************************************************************
 BY0793  DESIGNATION -  C 999
 BY0793  PID         -  BY0793
 BY0793  STATE/COUNTY-  TX/POLK
 BY0793  USGS QUAD   -  WAKEFIELD (1980)
 BY0793
 BY0793                         *CURRENT SURVEY CONTROL
 BY0793  ___________________________________________________________________
 BY0793* NAD 83(1986)-  31 06 52.     (N)    094 51 42.     (W)     SCALED    
 BY0793* NAVD 88     -        69.08   (+/-2cm)     226.6    (feet)  VERTCON   
 BY0793  ___________________________________________________________________
 BY0793  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY0793
 BY0793  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0793
 BY0793.The horizontal coordinates were scaled from a topographic map and have
 BY0793.an estimated accuracy of +/- 6 seconds.
 BY0793
 BY0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0793.The vertical order pertains to the NGVD 29 superseded value.
 BY0793
 BY0793.The geoid height was determined by GEOID03.
 BY0793
 BY0793;                    North         East    Units  Estimated Accuracy
 BY0793;SPC TX C     - 3,173,330.    1,221,670.      MT  (+/- 180 meters Scaled)
 BY0793
 BY0793                          SUPERSEDED SURVEY CONTROL
 BY0793
 BY0793  NGVD 29 (??/??/92)   69.114  (m)          226.75   (f) ADJ UNCH    2 0
 BY0793
 BY0793.Superseded values are not recommended for survey control.
 BY0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0793.See file dsdata.txt to determine how the superseded data were derived.
 BY0793
 BY0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ224437(NAD 83)
 BY0793_MARKER: DB = BENCH MARK DISK
 BY0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0793_STAMPING: C 999 1943
 BY0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0793+STABILITY: SURFACE MOTION
 BY0793
 BY0793  HISTORY     - Date     Condition        Report By
 BY0793  HISTORY     - 1943     MONUMENTED       CGS
 BY0793  HISTORY     - 1963     GOOD             USGS
 BY0793
 BY0793                          STATION DESCRIPTION
 BY0793
 BY0793'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BY0793'9.65 MI NW FROM CORRIGAN.
 BY0793'CORRIGAN, 7.3 MILES NORTH ALONG U.S. HIGHWAY 59, 3.5 MILES NORTHWEST
 BY0793'ALONG FARM ROAD 2714, IN THE SOUTHWEST CORNER OF ROAD JUNCTION TO
 BY0793'NORTHWEST, 66 FEET NORTHWEST OF A FARM ROAD, 15 FEET SOUTHWEST OF
 BY0793'CRACK ROAD SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE
 BY0793'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1712 ***********************************************************************
 AW1712  DESIGNATION -  C OF E
 AW1712  PID         -  AW1712
 AW1712  STATE/COUNTY-  TX/HARRIS
 AW1712  USGS QUAD   -  PASADENA (1995)
 AW1712
 AW1712                         *CURRENT SURVEY CONTROL
 AW1712  ___________________________________________________________________
 AW1712* NAD 83(1986)-  29 42 39.     (N)    095 12 11.     (W)     SCALED    
 AW1712* NAVD 88     -         8.893  (meters)      29.18   (feet)  ADJUSTED  
 AW1712  ___________________________________________________________________
 AW1712  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1712  DYNAMIC HT  -           8.880 (meters)      29.13  (feet)  COMP
 AW1712  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 AW1712  OBS GRAVITY -     979,287.1   (mgal)                       GRAV_OBS
 AW1712
 AW1712  VERT ORDER  -  FIRST     CLASS I
 AW1712
 AW1712.The horizontal coordinates were scaled from a topographic map and have
 AW1712.an estimated accuracy of +/- 6 seconds.
 AW1712
 AW1712.The orthometric height was determined by differential leveling
 AW1712.and adjusted by the National Geodetic Survey in June 1991..
 AW1712
 AW1712.The geoid height was determined by GEOID03.
 AW1712
 AW1712.The dynamic height is computed by dividing the NAVD 88
 AW1712.geopotential number by the normal gravity value computed on the
 AW1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1712.degrees latitude (g = 980.6199 gals.).
 AW1712
 AW1712.The modeled gravity was interpolated from observed gravity values.
 AW1712.The observed gravity was obtained from relative gravimeter ties
 AW1712.to the IGSN71 gravity network.
 AW1712
 AW1712;                    North         East    Units  Estimated Accuracy
 AW1712;SPC TXSC     - 4,214,040.      967,300.      MT  (+/- 180 meters Scaled)
 AW1712
 AW1712                          SUPERSEDED SURVEY CONTROL
 AW1712
 AW1712  NGVD 29 (12/23/87)    8.889  (m)           29.16   (f) ADJUSTED    1 1
 AW1712
 AW1712.Superseded values are not recommended for survey control.
 AW1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1712.See file dsdata.txt to determine how the superseded data were derived.
 AW1712
 AW1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN868887(NAD 83)
 AW1712_MARKER: DD = SURVEY DISK
 AW1712_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1712_SP_SET: BRIDGE BANNISTER
 AW1712_STAMPING: C. OF E. 1971
 AW1712_MARK LOGO: TXHD  
 AW1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1712+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 AW1712
 AW1712  HISTORY     - Date     Condition        Report By
 AW1712  HISTORY     - 1971     MONUMENTED       TXHD
 AW1712  HISTORY     - 1973     GOOD             NGS
 AW1712  HISTORY     - 1978     GOOD             NGS
 AW1712  HISTORY     - 1983     GOOD             NGS
 AW1712  HISTORY     - 1986     GOOD             NGS
 AW1712  HISTORY     - 1987     GOOD             USPSQD
 AW1712  HISTORY     - 1987     GOOD             USPSQD
 AW1712  HISTORY     - 1987     GOOD             USPSQD
 AW1712  HISTORY     - 1987     GOOD             USPSQD
 AW1712  HISTORY     - 1988     GOOD             USPSQD
 AW1712  HISTORY     - 1988     GOOD             USPSQD
 AW1712  HISTORY     - 1989     GOOD             USPSQD
 AW1712  HISTORY     - 1989     GOOD             USPSQD
 AW1712  HISTORY     - 1990     GOOD             USPSQD
 AW1712  HISTORY     - 1990     GOOD             USPSQD
 AW1712  HISTORY     - 19980226 GOOD             USPSQD
 AW1712  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW1712  HISTORY     - 19991113 GOOD             USPSQD
 AW1712  HISTORY     - 20010331 GOOD             NGS
 AW1712  HISTORY     - 20030927 GOOD             USPSQD
 AW1712  HISTORY     - 20041126 GOOD             USPSQD
 AW1712
 AW1712                          STATION DESCRIPTION
 AW1712
 AW1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1712'1.05 MI E FROM PASADENA.
 AW1712'ABOUT 1.05 MILES EAST ALONG THE PASADENA FREEWAY FROM THE SOUTH RICHEY
 AW1712'ST. OVERPASS AT PASADENA, AT THE EAST END OF THE CONCRETE BRIDGE OF
 AW1712'THE ACCESS ROAD OVER LITTLE VINCE BAYOU, ABOUT 76 FEET SOUTH OF THE
 AW1712'CENTER LINE OF THE EASTBOUND TRAFFIC LANE OF THE PASADENA FWY., 21
 AW1712'FEET NORTH OF THE CENTER LINE OF THE ACCESS ROAD EASTBOUND, SET IN THE
 AW1712'TOP OF THE WEST END OF A CONCRETE WINGWALL AT THE NORTHEAST CORNER OF
 AW1712'THE BRIDGE, 0.6 FOOT EAST OF THE EAST END OF THE NORTH STEEL AND
 AW1712'CONCRETE BANNISTER, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 AW1712
 AW1712                          STATION RECOVERY (1978)
 AW1712
 AW1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (1983)
 AW1712
 AW1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1712'RECOVERED IN GOOD CONDITION.  NOTE THE STAMPING APPEARED TO HAVE AN -C
 AW1712'STAMPED WHICH WAS NOT NOTED IN THE 1973 DESCRIPTION.
 AW1712
 AW1712                          STATION RECOVERY (1986)
 AW1712
 AW1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (1987)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (1987)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (1987)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (1987)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (1988)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (1988)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (1989)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (1989)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (1990)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (1990)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (1998)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (1998)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1712'MARK NOT FOUND.
 AW1712
 AW1712                          STATION RECOVERY (1999)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (2001)
 AW1712
 AW1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1712'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1712
 AW1712                          STATION RECOVERY (2003)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1712'RECOVERED IN GOOD CONDITION.
 AW1712
 AW1712                          STATION RECOVERY (2004)
 AW1712
 AW1712'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1712'GO TO N 29 42 41.9 W 095 12 10.4. ORANGE TAPE AROUND THE RAILING AT
 AW1712'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8771 ***********************************************************************
 DF8771  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8771  DESIGNATION -  C OF HOUSTON COOP CORS ARP
 DF8771  CORS_ID     -  COH1
 DF8771  PID         -  DF8771
 DF8771  STATE/COUNTY-  TX/HARRIS
 DF8771  USGS QUAD   -  ALIEF (1995)
 DF8771
 DF8771                         *CURRENT SURVEY CONTROL
 DF8771  ___________________________________________________________________
 DF8771* NAD 83(CORS)-  29 40 13.19495(N)    095 32 33.36128(W)     ADJUSTED  
 DF8771* NAVD 88     -                                                        
 DF8771  ___________________________________________________________________
 DF8771  EPOCH DATE  -        2002.00
 DF8771  X           -    -535,706.774 (meters)                     COMP
 DF8771  Y           -  -5,520,501.514 (meters)                     COMP
 DF8771  Z           -   3,138,671.201 (meters)                     COMP
 DF8771  ELLIP HEIGHT-          -4.97  (meters)          (01/??/06) GPS OBS
 DF8771  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DF8771
 DF8771  HORZ ORDER  -  SPECIAL (CORS)
 DF8771  ELLP ORDER  -  SPECIAL (CORS)
 DF8771
 DF8771.ITRF positions are available for this station.
 DF8771.The coordinates were established by GPS observations
 DF8771.and adjusted by the National Geodetic Survey in January 2006..
 DF8771.The coordinates are valid at the epoch date displayed above.
 DF8771.The epoch date for horizontal control is a decimal equivalence
 DF8771.of Year/Month/Day.
 DF8771
 DF8771
 DF8771.The PID for the CORS L1 Phase Center is DG4084.
 DF8771
 DF8771.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8771
 DF8771.The ellipsoidal height was determined by GPS observations
 DF8771.and is referenced to NAD 83.
 DF8771
 DF8771.The geoid height was determined by GEOID03.
 DF8771
 DF8771;                    North         East     Units Scale Factor Converg.
 DF8771;SPC TXSC     - 4,208,535.202   934,599.907   MT  0.99988032   +1 41 37.8
 DF8771;SPC TXSC     -13,807,502.58  3,066,266.53   sFT  0.99988032   +1 41 37.8
 DF8771
 DF8771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8771!SPC TXSC     -   1.00000078  x   0.99988032  =   0.99988110
 DF8771
 DF8771                          SUPERSEDED SURVEY CONTROL
 DF8771
 DF8771  NAD 83(CORS)-  29 40 13.19464(N)    095 32 33.36153(W) AD(2002.00) c
 DF8771  ELLIP H (08/??/03)   -4.92   (m)                       GP(2002.00) c c
 DF8771
 DF8771.Superseded values are not recommended for survey control.
 DF8771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8771.See file dsdata.txt to determine how the superseded data were derived.
 DF8771
 DF8771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5392484960(NAD 83)
 DF8771_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8771
 DF8771                          STATION DESCRIPTION
 DF8771
 DF8771'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DF8771'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF8771'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF8771'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF8771'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF8771'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4084 ***********************************************************************
 DG4084  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4084  DESIGNATION -  C OF HOUSTON COOP CORS L1 PHASE CENTER
 DG4084  CORS_ID     -  COH1
 DG4084  PID         -  DG4084
 DG4084  STATE/COUNTY-  TX/HARRIS
 DG4084  USGS QUAD   -  ALIEF (1995)
 DG4084
 DG4084                         *CURRENT SURVEY CONTROL
 DG4084  ___________________________________________________________________
 DG4084* NAD 83(CORS)-  29 40 13.19496(N)    095 32 33.36126(W)     ADJUSTED  
 DG4084* NAVD 88     -                                                        
 DG4084  ___________________________________________________________________
 DG4084  EPOCH DATE  -        2002.00
 DG4084  X           -    -535,706.779 (meters)                     COMP
 DG4084  Y           -  -5,520,501.575 (meters)                     COMP
 DG4084  Z           -   3,138,671.236 (meters)                     COMP
 DG4084  ELLIP HEIGHT-          -4.90  (meters)          (01/??/06) GPS OBS
 DG4084  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DG4084
 DG4084  HORZ ORDER  -  SPECIAL (CORS)
 DG4084  ELLP ORDER  -  SPECIAL (CORS)
 DG4084
 DG4084.ITRF positions are available for this station.
 DG4084.The coordinates were established by GPS observations
 DG4084.and adjusted by the National Geodetic Survey in January 2006..
 DG4084.The coordinates are valid at the epoch date displayed above.
 DG4084.The epoch date for horizontal control is a decimal equivalence
 DG4084.of Year/Month/Day.
 DG4084
 DG4084
 DG4084.The PID for the CORS ARP is DF8771.
 DG4084
 DG4084.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4084
 DG4084.The ellipsoidal height was determined by GPS observations
 DG4084.and is referenced to NAD 83.
 DG4084
 DG4084.The geoid height was determined by GEOID03.
 DG4084
 DG4084;                    North         East     Units Scale Factor Converg.
 DG4084;SPC TXSC     - 4,208,535.202   934,599.907   MT  0.99988032   +1 41 37.8
 DG4084;SPC TXSC     -13,807,502.58  3,066,266.53   sFT  0.99988032   +1 41 37.8
 DG4084
 DG4084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4084!SPC TXSC     -   1.00000077  x   0.99988032  =   0.99988109
 DG4084
 DG4084                          SUPERSEDED SURVEY CONTROL
 DG4084
 DG4084  NAD 83(CORS)-  29 40 13.19465(N)    095 32 33.36151(W) AD(2002.00) c
 DG4084  ELLIP H (08/??/03)   -4.85   (m)                       GP(2002.00) c c
 DG4084
 DG4084.Superseded values are not recommended for survey control.
 DG4084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4084.See file dsdata.txt to determine how the superseded data were derived.
 DG4084
 DG4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5392484960(NAD 83)
 DG4084_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4084
 DG4084                          STATION DESCRIPTION
 DG4084
 DG4084'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4084'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4084'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4084'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4084'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4084'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0569 ***********************************************************************
 BL0569  DESIGNATION -  CAB
 BL0569  PID         -  BL0569
 BL0569  STATE/COUNTY-  TX/POLK
 BL0569  USGS QUAD   -  SODA (1984)
 BL0569
 BL0569                         *CURRENT SURVEY CONTROL
 BL0569  ___________________________________________________________________
 BL0569* NAD 83(1993)-  30 42 31.31170(N)    094 46 10.21123(W)     ADJUSTED  
 BL0569* NAVD 88     -       120.14   (+/-2cm)     394.2    (feet)  VERTCON   
 BL0569  ___________________________________________________________________
 BL0569  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BL0569  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0569
 BL0569  HORZ ORDER  -  FIRST
 BL0569  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0569
 BL0569.The horizontal coordinates were established by classical geodetic methods
 BL0569.and adjusted by the National Geodetic Survey in February 1996..
 BL0569
 BL0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0569.The vertical order pertains to the NGVD 29 superseded value.
 BL0569
 BL0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0569
 BL0569.The geoid height was determined by GEOID03.
 BL0569
 BL0569;                    North         East     Units Scale Factor Converg.
 BL0569;SPC TX C     - 3,128,838.976 1,232,699.618   MT  0.99989471   +2 51 56.5
 BL0569;SPC TX C     -10,265,199.21  4,044,282.00   sFT  0.99989471   +2 51 56.5
 BL0569;UTM  15      - 3,398,655.567   330,548.198   MT  0.99995422   -0 54 13.9
 BL0569
 BL0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0569!SPC TX C     -   0.99998545  x   0.99989471  =   0.99988016
 BL0569!UTM  15      -   0.99998545  x   0.99995422  =   0.99993967
 BL0569
 BL0569|---------------------------------------------------------------------|
 BL0569| PID    Reference Object                     Distance      Geod. Az  |
 BL0569|                                                           dddmmss.s |
 BL0569| BL0571 CAB RM 1                             39.661 METERS 00139     |
 BL0569| BL0572 CAB RM 2                             30.876 METERS 09652     |
 BL0569| CV8182 CAB RM 3                             28.383 METERS 10404     |
 BL0569| BL0573 W 164                                              1065219.3 |
 BL0569| BL2144 SODA LOOKOUT TOWER 64               APPROX. 1.4 KM 1240329.2 |
 BL0569| BL0570 CAB RM A                             30.707 METERS 14927     |
 BL0569| BL2153 LIVINGSTON MAGNOLIA PLINE MAST      APPROX.10.2 KM 2703205.2 |
 BL0569| BL2154 LIVINGSTON S HOUSTON COOP MAST      APPROX.13.7 KM 2770654.5 |
 BL0569|---------------------------------------------------------------------|
 BL0569
 BL0569                          SUPERSEDED SURVEY CONTROL
 BL0569
 BL0569  NAD 83(1986)-  30 42 31.32419(N)    094 46 10.19919(W) AD(       ) 1
 BL0569  NAD 27      -  30 42 30.60300(N)    094 46 09.44600(W) AD(       ) 1
 BL0569  NGVD 29 (??/??/92)  120.143  (m)          394.17   (f) ADJ UNCH    2 0
 BL0569
 BL0569.Superseded values are not recommended for survey control.
 BL0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0569.See file dsdata.txt to determine how the superseded data were derived.
 BL0569
 BL0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3054898656(NAD 83)
 BL0569_MARKER: DS = TRIANGULATION STATION DISK
 BL0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0569_STAMPING: CAB 1935
 BL0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0569
 BL0569  HISTORY     - Date     Condition        Report By
 BL0569  HISTORY     - 1935     MONUMENTED       CGS
 BL0569  HISTORY     - 1944     GOOD             BGCO
 BL0569  HISTORY     - 1949     GOOD             CGS
 BL0569  HISTORY     - 1966     GOOD             CGS
 BL0569  HISTORY     - 1966     GOOD             NGS
 BL0569  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0569
 BL0569                          STATION DESCRIPTION
 BL0569
 BL0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL0569'THIS STATION IS ABOUT 9-1/2 MILES E OF LIVINGSTON.  IN A SMALL
 BL0569'CLEARING AT THE SITE OF THE OLD CAB LOOKOUT, WHICH HAS
 BL0569'DISMANTLED.  ON LAND OWNED BY W.T. CARTER AND BROTHER LUMBER
 BL0569'COMPANY.  THE MARK IS 0.1 MILE N OF STATE HIGHWAY 45, 20 FEET E
 BL0569'OF A WOODS ROAD.  20 FEET SSE OF A 14-INCH TRIANGLE-BLAZED
 BL0569'PINE.  29 FEET E OF A 2-FOOT TRIANGLE-BLAZED ELM, AND PROJECTS
 BL0569'2 INCHES.
 BL0569'
 BL0569'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BL0569'DISKS SET IN CONCRETE.
 BL0569'
 BL0569'REFERENCE MARK NO. 1 IS N OF THE STATION.  IN THE EDGE OF THE
 BL0569'BRUSH.  172.00 FEET NW OF REFERENCE MARK NO. 2 AND PROJECTS
 BL0569'3 INCHES.
 BL0569'
 BL0569'REFERENCE MARK NO. 2 IS E OF THE STATION.  IN THE EDGE OF THE
 BL0569'BRUSH.  AND PROJECTS 3 INCHES.
 BL0569'
 BL0569'TO REACH FROM THE NE CORNER OF THE SQUARE IN LIVINGSTON.
 BL0569'GO E ON STATE HIGHWAY 45, 10.3 MILES TO A WOODS ROAD LEADING
 BL0569'N AT A TRIANGLE BLAZE ON A SMALL PINE.  GO N ON WOODS ROAD
 BL0569'0.1 MILE TO THE CLEARING AND THE STATION.
 BL0569'
 BL0569'A LIGHT 126 FEET ABOVE ACE COMES INTO VIEW 90 FEET ABOVE THIS
 BL0569'STATION, LIGHTS 126 FEET ABOVE KIAM, MOYE, AND LIBERTY, AND
 BL0569'120 FEET ABOVE POOL, AND 100 FEET ABOVE PIPE COME INTO VIEW
 BL0569'100 FEET ABOVE THIS STATION.
 BL0569'
 BL0569'DENSE WOODS PROHIBITED SETTING AZIMUTH MARK AT THIS STATION.
 BL0569
 BL0569                          STATION RECOVERY (1944)
 BL0569
 BL0569'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1944 (CSS)
 BL0569'STATION RECOVERED.
 BL0569
 BL0569                          STATION RECOVERY (1949)
 BL0569
 BL0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL0569'THE STATION, AND REFERENCE MARKS NOS 1 AND 2,
 BL0569'RECOVERED AND FOUND IN GOOD CONDITION.  BENCH MARK
 BL0569'W 164 WAS USED AS THE AZIMUTH MARK.
 BL0569'
 BL0569'STATE ROUTE 45 IS NOW U.S. HIGHWAY 190.  FOLLOWING IS A
 BL0569'NEW AND COMPLETE DESCRIPTION.
 BL0569'
 BL0569'THE STATION IS LOCATED ABOUT 9.5 MILES EAST OF LIVINGSTON ON A
 BL0569'FLAT HEAVILY BRUSHED AREA AND ON LAND OWNED BY THE W.T. CARTER
 BL0569'AND BROTHER LUMBER COMPANY OF CAMDEN.  IT IS 0.15 MILE NORTH
 BL0569'OF A GRADED DIRT ROAD, 24 FEET WEST OF A TRIANGULAR BLAZED
 BL0569'10 INCH OAK TREE, 18 FEET SOUTH OF A TRIANGULAR BLAZED 10 INCH
 BL0569'OAK TREE AND 4 FEET EAST OF WITNESS POST.  IT IS STAMPED
 BL0569'CAB 1935 AND PROJECTS 4 INCHES.
 BL0569'
 BL0569'REFERENCE MARK NO 1 IS NORTH OF THE STATION, SET IN THE
 BL0569'BRUSHY AREA AROUND THE STATION.  IT IS STAMPED CAB NO 1 1935
 BL0569'AND PROJECTS 4 INCHES.
 BL0569'
 BL0569'REFERENCE MARK NO 2 IS EAST OF THE STATION, SET IN THE BRUSHY
 BL0569'AREA AROUND THE STATION.  IT IS STAMPED CAB NO 2 1935 AND
 BL0569'PROJECTS 4 INCHES.
 BL0569'
 BL0569'THE U.S.C. AND G. SURVEY BENCH MARK W 164 WAS USED AS THE
 BL0569'AZIMUTH MARK.  IT IS ABOUT 0.3 MILE EAST-SOUTHEAST OF THE
 BL0569'STATION, 36 FEET WEST OF THE CENTER OF THE GRADED DIRT ROAD,
 BL0569'7 FEET NORTH OF FENCE CORNER AND 1 FOOT NORTH OF WITNESS
 BL0569'POST.  IT IS STAMPED W 164 1934, ELEV, 377.388 FT AND PROJECTS
 BL0569'4 INCHES.
 BL0569'
 BL0569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND
 BL0569'190 AT THE TRAFFIC LIGHT IN LIVINGSTON, GO EAST ON HIGHWAY
 BL0569'190 FOR 10.4 MILES TO CROSSROAD, TURN LEFT AND GO NORTH ON
 BL0569'DIRT ROAD FOR 0.3 MILE TO THE SODA LOOKOUT TOWER NO 64 ON THE
 BL0569'RIGHT, CONTINUE NORTH ON DIRT ROAD FOR 0.15 MILE TO T-ROAD
 BL0569'INTERSECTION, BEAR LEFT AND GO 0.5 MILE TO THE AZIMUTH MARK
 BL0569'ON THE RIGHT AS DESCRIBED, CONTINUE ON DIRT ROAD FOR 0.1 MILE
 BL0569'TO FORKS, BEAR LEFT AND CONTINUE FOR 0.2 MILE TO DIM WOODS ROAD
 BL0569'RIGHT, TURN RIGHT ON DIM WOODS ROAD AND FOLLOW NORTH
 BL0569'THROUGH HEAVILY BRUSHY AREA FOR 0.15 MILE TO THE STATION AS
 BL0569'DESCRIBED.
 BL0569'
 BL0569'OBSERVATIONS MADE FROM A 103 FOOT STEEL TOWER.
 BL0569'
 BL0569'A 100 FOOT SIGNAL AT STATION PIPE 1935 IS VISIBLE AT 77 FEET
 BL0569'
 BL0569'A 100 FOOT SIGNAL AT STATION CAMDEN LOOKOUT 1935 IS VISIBLE
 BL0569'AT 90 FEET
 BL0569'
 BL0569'A 113 FOOT SIGNAL AT STATION ARMADILLO IS VISIBLE AT 77 FEET
 BL0569'
 BL0569'A 126 FOOT SIGNAL AT STATION KIAM 1935 IS VISIBLE AT 77 FEET
 BL0569'
 BL0569'A 100 FOOT SIGNAL AT STATION MOSCOW IS VISIBLE AT 123 FEET
 BL0569
 BL0569                          STATION RECOVERY (1966)
 BL0569
 BL0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL0569'THE STATION MARK, REFERENCE MARK NO. 1 AND THE BENCH MARK WERE
 BL0569'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 BL0569'SEARCHED FOR AND COULD NOT BE FOUND.  REFERENCE MARK NO. 3 WAS
 BL0569'ESTABLISHED.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 BL0569'
 BL0569'THE STATION IS LOCATED ABOUT 10 MILES EAST OF LIVINGSTON AND
 BL0569'9-3/4 MILES SOUTHEAST OF LEGGETT, ON FLAT TIMBERED LAND OWNED BY
 BL0569'THE W.T. CARTER AND BROTHER LUMBER COMPANY.
 BL0569'
 BL0569'TO REACH THE STATION FROM THE POST OFFICE IN LIVINGSTON, GO
 BL0569'EAST ON U.S. HIGHWAY 190 FOR 10.55 MILES TO A CROSSROAD.  TURN
 BL0569'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO A
 BL0569'T-INTERSECTION.  TURN LEFT AND GO NORTHWEST ON A GRAVELED ROAD
 BL0569'FOR 0.55 MILE TO BENCH MARK W 164 ON THE LEFT.  CONTINUE
 BL0569'NORTHWEST FOR 0.05 MILE TO A FORK.  TAKE THE RIGHT FORK, CROSS
 BL0569'A CATTLE GUARD AND GO NORTH FOR 0.05 MILE TO A FORK.  TAKE THE
 BL0569'LEFT FORK AND GO NORTHWEST ON A SAND ROAD FOR 0.2 MILE TO
 BL0569'WHERE A POWERLINE CROSSES THE ROAD.  TURN SHARP LEFT AND GO
 BL0569'SOUTHEAST ALONG POWERLINE ROAD FOR 0.2 MILE TO THE SECOND
 BL0569'POWERPOLE AT A FENCE AND A WOODS ROAD ON THE RIGHT.  TURN
 BL0569'RIGHT AND GO WESTERLY ON THE WOODS ROAD FOR 0.2 MILE TO THE END
 BL0569'OF THE ROAD AND THE STATION IN A SMALL CLEARING.
 BL0569'
 BL0569'THE STATION MARK IS A STANDARD DISK STAMPED CAB 1935, SET IN TOP
 BL0569'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE
 BL0569'THE SURFACE OF THE GROUND.  IT IS 9 FEET SOUTH OF A 4-INCH
 BL0569'PINE TREE, 5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND
 BL0569'4.5 FEET NORTHWEST OF A 4-INCH PINE TREE.
 BL0569'
 BL0569'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CAB NO 1 1935,
 BL0569'SET IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 BL0569'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 23 FEET
 BL0569'SOUTH-SOUTHEAST OF A 10-INCH PINE TREE, 22.5 FEET NORTH OF A
 BL0569'6-INCH PINE TREE AND ABOUT THE SAME ELEVATION AS THE STATION.
 BL0569'
 BL0569'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CAB NO 3 1935
 BL0569'1966, SET IN TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER
 BL0569'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 5
 BL0569'FEET NORTH OF THE CENTER OF THE WOODS ROAD, 2 FEET SOUTHEAST OF
 BL0569'A 5-INCH PINE TREE, 2 FEET NORTHWEST OF A 5-INCH PINE TREE AND
 BL0569'ABOUT THE SAME ELEVATION AS THE STATION.
 BL0569'
 BL0569'W 164 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK STAMPED W 164
 BL0569'1934, SET IN TOP OF AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS
 BL0569'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 75 FEET
 BL0569'EAST-SOUTHEAST OF A TWIN TRUNKED LONE PINE TREE, 43 FEET
 BL0569'SOUTH-SOUTHEAST OF THE CENTER OF A GRAVELED ROAD AND 24 FEET
 BL0569'SOUTHWEST OF A CORNER FENCE POST.
 BL0569'
 BL0569'HEIGHT OF LIGHT ABOVE STATION MARK 98.8 FEET.
 BL0569'
 BL0569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BL0569'10 MILES EAST OF LIVINGSTON.
 BL0569
 BL0569                          STATION RECOVERY (1966)
 BL0569
 BL0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL0569'11.9 MI E FROM LIVINGSTON.
 BL0569'10.6 MILES EAST ON U.S. HIGHWAY 190 FROM THE POST OFFICE IN
 BL0569'LIVINGSTON.  THENCE NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO A
 BL0569'T-INTERSECTION.  THENCE NORTHWEST ON A GRAVELED ROAD FOR 0.55 MILE TO
 BL0569'BENCH MARK W 164 ON THE LEFT.  CONTINUE NORTHWEST FOR 0.05 MILE TO A
 BL0569'FORK.  TAKE THE LEFT FORK FOR 0.05 MILE TO A POWERLINE CLEARING ON THE
 BL0569'RIGHT.  HERE CROSS A FENCE ON THE RIGHT AND FOLLOW A WOODS ROAD
 BL0569'WESTERLY FOR 0.2 MILE TO THE END OF THE WOODS ROAD AND THE STATION
 BL0569'MARK IN A SMALL CLEARING.  NOTE-- IT IS BELIEVED THIS MARK WAS
 BL0569'SLIGHTLY MOVED WHEN THE AREA WAS PLANTED IN PINE TREES.
 BL0569
 BL0569                          STATION RECOVERY (1997)
 BL0569
 BL0569'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0571 ***********************************************************************
 BL0571  DESIGNATION -  CAB RM 1
 BL0571  PID         -  BL0571
 BL0571  STATE/COUNTY-  TX/POLK
 BL0571  USGS QUAD   -  SODA (1984)
 BL0571
 BL0571                         *CURRENT SURVEY CONTROL
 BL0571  ___________________________________________________________________
 BL0571* NAD 83(1986)-  30 42 33.     (N)    094 46 10.     (W)     SCALED    
 BL0571* NAVD 88     -       119.91   (+/-2cm)     393.4    (feet)  VERTCON   
 BL0571  ___________________________________________________________________
 BL0571  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0571
 BL0571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0571
 BL0571.The horizontal coordinates were scaled from a topographic map and have
 BL0571.an estimated accuracy of +/- 6 seconds.
 BL0571
 BL0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0571.The vertical order pertains to the NGVD 29 superseded value.
 BL0571
 BL0571.The geoid height was determined by GEOID03.
 BL0571
 BL0571;                    North         East    Units  Estimated Accuracy
 BL0571;SPC TX C     - 3,128,890.    1,232,700.      MT  (+/- 180 meters Scaled)
 BL0571
 BL0571                          SUPERSEDED SURVEY CONTROL
 BL0571
 BL0571  NGVD 29 (??/??/92)  119.910  (m)          393.40   (f) ADJ UNCH    2 0
 BL0571
 BL0571.Superseded values are not recommended for survey control.
 BL0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0571.See file dsdata.txt to determine how the superseded data were derived.
 BL0571
 BL0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP305987(NAD 83)
 BL0571_MARKER: DR = REFERENCE MARK DISK
 BL0571_SETTING: 0 = UNSPECIFIED SETTING
 BL0571_STAMPING: CAB NO 1 1935
 BL0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0571
 BL0571  HISTORY     - Date     Condition        Report By
 BL0571  HISTORY     - 1935     MONUMENTED       CGS
 BL0571  HISTORY     - 1966     GOOD             NGS
 BL0571  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0571
 BL0571                          STATION DESCRIPTION
 BL0571
 BL0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BL0571'10.1 MI E FROM LIVINGSTON.
 BL0571'10.6 MILES EAST ON U.S. HIGHWAY 190 FROM THE POST OFFICE IN
 BL0571'LIVINGSTON.  THENCE NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO A
 BL0571'T-INTERSECTION.  THENCE NORTHWEST ON A GRAVELED ROAD FOR 0.55 MILE TO
 BL0571'BENCH MARK W 164 ON THE LEFT.  CONTINUE NORTHWEST FOR 0.05 MILE TO A
 BL0571'FORK.  TAKE THE LEFT FORK FOR 0.05 MILE TO A POWERLINE CLEARING ON THE
 BL0571'RIGHT.  HERE CROSS A FENCE ON THE RIGHT AND FOLLOW A WOODS ROAD
 BL0571'WESTERLY FOR 0.2 MILE TO THE END OF THE WOODS ROAD AND THE REFERENCE
 BL0571'MARK ON THE RIGHT, 130.12 FEET NORTH OF TRIANGULATION STATION CAB
 BL0571'1935, 23 FEET SOUTH-SOUTHEAST OF A 10-INCH PINE TREE AND 22.5 FEET
 BL0571'NORTH OF A 6-INCH PINE TREE.
 BL0571
 BL0571                          STATION RECOVERY (1997)
 BL0571
 BL0571'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0570 ***********************************************************************
 BL0570  DESIGNATION -  CAB RM A
 BL0570  PID         -  BL0570
 BL0570  STATE/COUNTY-  TX/POLK
 BL0570  USGS QUAD   -  SODA (1984)
 BL0570
 BL0570                         *CURRENT SURVEY CONTROL
 BL0570  ___________________________________________________________________
 BL0570* NAD 83(1993)-  30 42 30.45295(N)    094 46 09.62475(W)     ADJUSTED  
 BL0570* NAVD 88     -       120.23   (+/-2cm)     394.5    (feet)  VERTCON   
 BL0570  ___________________________________________________________________
 BL0570  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BL0570  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0570
 BL0570  HORZ ORDER  -  FIRST
 BL0570  VERT ORDER  -  THIRD (See Below)
 BL0570
 BL0570.The horizontal coordinates were established by classical geodetic methods
 BL0570.and adjusted by the National Geodetic Survey in February 1996..
 BL0570
 BL0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0570.The vertical order pertains to the NGVD 29 superseded value.
 BL0570
 BL0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0570
 BL0570.The geoid height was determined by GEOID03.
 BL0570
 BL0570;                    North         East     Units Scale Factor Converg.
 BL0570;SPC TX C     - 3,128,813.346 1,232,716.525   MT  0.99989473   +2 51 56.8
 BL0570;SPC TX C     -10,265,115.12  4,044,337.47   sFT  0.99989473   +2 51 56.8
 BL0570;UTM  15      - 3,398,628.879   330,563.384   MT  0.99995416   -0 54 13.6
 BL0570
 BL0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0570!SPC TX C     -   0.99998544  x   0.99989473  =   0.99988017
 BL0570!UTM  15      -   0.99998544  x   0.99995416  =   0.99993960
 BL0570
 BL0570:                Primary Azimuth Mark                     Grid Az
 BL0570:SPC TX C     -  PIPE                                     254 43 24.4
 BL0570:UTM  15      -  PIPE                                     258 29 34.8
 BL0570
 BL0570|---------------------------------------------------------------------|
 BL0570| PID    Reference Object                     Distance      Geod. Az  |
 BL0570|                                                           dddmmss.s |
 BL0570| BL2151 PIPE                                APPROX.14.4 KM 2573521.2 |
 BL0570| BL2153 LIVINGSTON MAGNOLIA PLINE MAST      APPROX.10.2 KM 2704058.6 |
 BL0570| BL2154 LIVINGSTON S HOUSTON COOP MAST      APPROX.13.7 KM 2771259.6 |
 BL0570| BL0569 CAB                                  30.707 METERS 32927     |
 BL0570|---------------------------------------------------------------------|
 BL0570
 BL0570                          SUPERSEDED SURVEY CONTROL
 BL0570
 BL0570  NAD 83(1986)-  30 42 30.46531(N)    094 46 09.61261(W) AD(       ) 1
 BL0570  NAD 27      -  30 42 29.74421(N)    094 46 08.85957(W) AD(       ) 1
 BL0570  NGVD 29 (01/29/03)  120.23   (m)          394.5    (f) RESET       3  
 BL0570
 BL0570.Superseded values are not recommended for survey control.
 BL0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0570.See file dsdata.txt to determine how the superseded data were derived.
 BL0570
 BL0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3056398629(NAD 83)
 BL0570_MARKER: DS = TRIANGULATION STATION DISK
 BL0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0570_STAMPING: CAB RM A 1966
 BL0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0570+STABILITY: SURFACE MOTION
 BL0570
 BL0570  HISTORY     - Date     Condition        Report By
 BL0570  HISTORY     - 1966     MONUMENTED       CGS
 BL0570  HISTORY     - 1966     GOOD             CGS
 BL0570  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0570
 BL0570                          STATION DESCRIPTION
 BL0570
 BL0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL0570'THE STATION IS LOCATED ABOUT 9-1/2 MILES EAST OF LIVINGSTON, 9-1/2
 BL0570'MILES SOUTHEAST OF LEGGETT AND ON PROPERTY OWNED BY THE
 BL0570'W.T. CARTER AND BROTHER LUMBER COMPANY.
 BL0570'
 BL0570'THE STATION IS A STANDARD DISK STAMPED CAB RM A 1966, SET IN A
 BL0570'12-INCH CYLINDRICAL CONCRETE MONUMENT AND PROJECTS 3 INCHES ABOVE
 BL0570'THE GROUND SURFACE.  IT IS 70 FEET SOUTH OF A TRACK ROAD, 43
 BL0570'FEET SOUTH OF A 16-INCH HICKORY TREE AND 5 FEET SOUTHWEST OF A
 BL0570'METAL WITNESS POST WITH A SIGN ATTACHED.
 BL0570'
 BL0570'A TRAVERSE CONNECTION WAS MADE TO STATION CAB 1935.
 BL0570'
 BL0570'FOR ROUTE TO REACH STATION SEE DESCRIPTION FOR CAB 1935.
 BL0570
 BL0570                          STATION RECOVERY (1966)
 BL0570
 BL0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BL0570'11.9 MI E FROM LIVINGSTON.
 BL0570'ABOUT 10.6 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT
 BL0570'LIVINGSTON, THENCE 0.45 MILES NORTH ALONG A GRAVEL ROAD TO A
 BL0570'T-INTERSECTION, THENCE 0.55 MILE NORTHWEST ALONG A GRAVEL ROAD TO
 BL0570'BENCH MARK W 164 ON THE LEFT, THENCE CONTINUE 0.05 MILE NORTHWEST
 BL0570'ALONG GRAVEL ROAD TO A FORK, TAKE THE LEFT FORK FOR 0.05 MILE TO A
 BL0570'POWER LINE CLEARING ON THE RIGHT, HERE CROSS A FENCE ON THE RIGHT AND
 BL0570'FOLLOW A WOODS ROAD WESTERLY FOR 0.2 MILE TO THE END OF THE WOODS
 BL0570'ROAD, 70 FEET SOUTH OF THE WOODS ROAD, 43 FEET SOUTH OF A HICKORY
 BL0570'TREE, 100.746 FEET SOUTH-SOUTHWEST OF STATION CAB, 5 FEET WEST OF A
 BL0570'METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BL0570'ABOUT 3 INCHES.
 BL0570
 BL0570                          STATION RECOVERY (1997)
 BL0570
 BL0570'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1049 ***********************************************************************
 CA1049  DESIGNATION -  CABANISS
 CA1049  PID         -  CA1049
 CA1049  STATE/COUNTY-  TX/BROWN
 CA1049  USGS QUAD   -  BANGS EAST (1987)
 CA1049
 CA1049                         *CURRENT SURVEY CONTROL
 CA1049  ___________________________________________________________________
 CA1049* NAD 83(1993)-  31 39 19.27027(N)    099 02 20.29283(W)     ADJUSTED  
 CA1049* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 CA1049  ___________________________________________________________________
 CA1049  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CA1049  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CA1049
 CA1049  HORZ ORDER  -  SECOND
 CA1049
 CA1049.The horizontal coordinates were established by classical geodetic methods
 CA1049.and adjusted by the National Geodetic Survey in February 1996..
 CA1049
 CA1049.The orthometric height was scaled from a topographic map.
 CA1049
 CA1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1049
 CA1049.The geoid height was determined by GEOID03.
 CA1049
 CA1049;                    North         East     Units Scale Factor Converg.
 CA1049;SPC TX C     - 3,221,176.068   822,754.414   MT  0.99994671   +0 40 00.0
 CA1049;SPC TX C     -10,568,141.82  2,699,320.11   sFT  0.99994671   +0 40 00.0
 CA1049;UTM  14      - 3,502,235.854   496,305.351   MT  0.99960017   -0 01 13.6
 CA1049
 CA1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1049!SPC TX C     -   0.99992691  x   0.99994671  =   0.99987363
 CA1049!UTM  14      -   0.99992691  x   0.99960017  =   0.99952711
 CA1049
 CA1049:                Primary Azimuth Mark                     Grid Az
 CA1049:SPC TX C     -  BROWNWOOD E STORAGE WTR TANK             031 30 50.9
 CA1049:UTM  14      -  BROWNWOOD E STORAGE WTR TANK             032 12 04.5
 CA1049
 CA1049|---------------------------------------------------------------------|
 CA1049| PID    Reference Object                     Distance      Geod. Az  |
 CA1049|                                                           dddmmss.s |
 CA1049| CA1046 BROWNWOOD E STORAGE WTR TANK        APPROX. 6.6 KM 0321050.9 |
 CA1049| CA1029 BROWNWOOD BAKER COLL NW SPIRE       APPROX. 8.5 KM 0433954.3 |
 CA1049| CA1028 BROWNWOOD BAKER COLL SE SPIRE       APPROX. 8.5 KM 0434626.4 |
 CA1049| CV4421 CABANISS RM 1                        30.760 METERS 07843     |
 CA1049| CA1048 CABANISS USGS 1935                    3.886 METERS 09001     |
 CA1049| CV4422 CABANISS RM 2                        42.938 METERS 20132     |
 CA1049| CV4420 CABANISS AZ MK                                     2251347.5 |
 CA1049| CA1059 BANGS WATER TANK                    APPROX.11.0 KM 3063809.7 |
 CA1049|---------------------------------------------------------------------|
 CA1049
 CA1049                          SUPERSEDED SURVEY CONTROL
 CA1049
 CA1049  NAD 83(1986)-  31 39 19.27941(N)    099 02 20.27751(W) AD(       ) 2
 CA1049  NAD 27      -  31 39 18.71900(N)    099 02 19.10200(W) AD(       ) 2
 CA1049
 CA1049.Superseded values are not recommended for survey control.
 CA1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1049.See file dsdata.txt to determine how the superseded data were derived.
 CA1049
 CA1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9630502236(NAD 83)
 CA1049_MARKER: DS = TRIANGULATION STATION DISK
 CA1049_SETTING: 0 = UNSPECIFIED SETTING
 CA1049
 CA1049  HISTORY     - Date     Condition        Report By
 CA1049  HISTORY     - 1935     MONUMENTED       CGS
 CA1049  HISTORY     - 1935     GOOD             CGS
 CA1049  HISTORY     - 1944     GOOD             CGS
 CA1049
 CA1049                          STATION DESCRIPTION
 CA1049
 CA1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1049'STATION IS A TIE TO U.S.G.S. STATION.  IT IS LOCATED ON HIGH
 CA1049'GROUND ON THE PROPERTY OF JIM DAVIS, 6-1/2 MILES SW OF BROWNWOOD,
 CA1049'AND ABOUT 1/2 MILE W OF THE OLD BRADY-BROWNWOOD ROAD.
 CA1049'
 CA1049'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA1049'DISKS SET IN CONCRETE.
 CA1049'
 CA1049'REFERENCE MARK 1 IS E OF THE STATION, SET IN EDGE OF THICKET.
 CA1049'
 CA1049'REFERENCE MARK 2 IS S OF THE STATION, SET IN EDGE OF FIELD.
 CA1049'
 CA1049'AZIMUTH MARK IS REACHED FROM STATION BY GOING S ALONG EDGE
 CA1049'OF FIELD FOR 0.25 MILE TO E-W FENCE, THEN FOLLOW FENCE W
 CA1049'FOR 0.05 MILE TO MARK SET IN FENCE LINE.
 CA1049'
 CA1049'TO REACH STATION FROM THE FRISCO RAILROAD STATION IN BROWNWOOD,
 CA1049'GO 4.40 MILES S ON A HIGHWAY TO CROSSROADS AT THE ONE STOP
 CA1049'SERVICE STATION ON LEFT.  GO W ON ROAD FOR 1.6 MILES TO
 CA1049'GATE, PASS THROUGH GATE AND DRIVE AHEAD TO THE HOME OF J.D.
 CA1049'DAVIS.  PASS THROUGH GATE IN FRONT OF HOUSE INTO BARNYARD AND
 CA1049'FOLLOW DIM ROAD W AND N 0.25 MILE TO STATION.  STATION IS
 CA1049'33 FEET NW OF OLD SHACK SET IN EDGE OF FIELD.
 CA1049'
 CA1049'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 CA1049
 CA1049                          STATION RECOVERY (1935)
 CA1049
 CA1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1049'THE ROCK WHICH ACCORDING TO MR. DAVIS, HAD A CROSS AND LETTERS
 CA1049'U.S.G.S. IS ABOUT 1 FOOT LONG AND 10 INCHES WIDE FLUSH WITH
 CA1049'THE GROUND AND IS 6 FEET NW OF LARGE OAK TREE WHICH STANDS
 CA1049'15 FEET FROM THE NW CORNER OF OLD ABANDONED SHACK.  ACCORDING
 CA1049'TO MR. DAVIS THE STONE IS THE ORIGINAL MARK AND HAS BEEN USED
 CA1049'BY THE U.S.G.S., SINCE FIRST BEING MARKED.  NO CROSS OR
 CA1049'ANY MARKINGS WERE FOUND IN ROCK SO TIE WAS MADE TO CENTER OF
 CA1049'ROCK.
 CA1049
 CA1049                          STATION RECOVERY (1944)
 CA1049
 CA1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1049'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 CA1049'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  ORIGINAL
 CA1049'DESCRIPTION SUBMITTED IN 1935 IS ADEQUATE.
 CA1049'
 CA1049'OBSERVATIONS MADE FROM A 77-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1048 ***********************************************************************
 CA1048  DESIGNATION -  CABANISS USGS 1935
 CA1048  PID         -  CA1048
 CA1048  STATE/COUNTY-  TX/BROWN
 CA1048  USGS QUAD   -  BANGS EAST (1987)
 CA1048
 CA1048                         *CURRENT SURVEY CONTROL
 CA1048  ___________________________________________________________________
 CA1048* NAD 83(1993)-  31 39 19.27023(N)    099 02 20.14533(W)     ADJUSTED  
 CA1048* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 CA1048  ___________________________________________________________________
 CA1048  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CA1048  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CA1048
 CA1048  HORZ ORDER  -  SECOND
 CA1048
 CA1048.The horizontal coordinates were established by classical geodetic methods
 CA1048.and adjusted by the National Geodetic Survey in February 1996..
 CA1048
 CA1048.The orthometric height was scaled from a topographic map.
 CA1048
 CA1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1048
 CA1048.The geoid height was determined by GEOID03.
 CA1048
 CA1048;                    North         East     Units Scale Factor Converg.
 CA1048;SPC TX C     - 3,221,176.112   822,758.299   MT  0.99994671   +0 40 00.1
 CA1048;SPC TX C     -10,568,141.96  2,699,332.85   sFT  0.99994671   +0 40 00.1
 CA1048;UTM  14      - 3,502,235.851   496,309.236   MT  0.99960017   -0 01 13.5
 CA1048
 CA1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1048!SPC TX C     -   0.99992691  x   0.99994671  =   0.99987363
 CA1048!UTM  14      -   0.99992691  x   0.99960017  =   0.99952711
 CA1048
 CA1048                          SUPERSEDED SURVEY CONTROL
 CA1048
 CA1048  NAD 83(1986)-  31 39 19.27937(N)    099 02 20.13001(W) AD(       ) 2
 CA1048  NAD 27      -  31 39 18.71900(N)    099 02 18.95400(W) AD(       ) 2
 CA1048
 CA1048.Superseded values are not recommended for survey control.
 CA1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1048.See file dsdata.txt to determine how the superseded data were derived.
 CA1048
 CA1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9630902236(NAD 83)
 CA1048_MARKER: Z = SEE DESCRIPTION
 CA1048_SETTING: 0 = UNSPECIFIED SETTING
 CA1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1048
 CA1048  HISTORY     - Date     Condition        Report By
 CA1048  HISTORY     - 1935     MONUMENTED       USGS
 CA1048
 CA1048                          STATION DESCRIPTION
 CA1048
 CA1048'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 CA1048'IT IS LOCATED ON HIGH
 CA1048'GROUND ON THE PROPERTY OF JIM DAVIS, 6-1/2 MILES SW OF BROWNWOOD,
 CA1048'AND ABOUT 1/2 MILE W OF THE OLD BRADY-BROWNWOOD ROAD.
 CA1048'
 CA1048'THE ROCK HAS A CROSS AND LETTERS
 CA1048'U.S.G.S. IS ABOUT 1 FOOT LONG AND 10 INCHES WIDE FLUSH WITH
 CA1048'THE GROUND AND IS 6 FEET NW OF LARGE OAK TREE WHICH STANDS
 CA1048'15 FEET FROM THE NW CORNER OF OLD ABANDONED SHACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0801 ***********************************************************************
 CC0801  DESIGNATION -  CABLE
 CC0801  PID         -  CC0801
 CC0801  STATE/COUNTY-  TX/REEVES
 CC0801  USGS QUAD   -  COYANOSA NW (1973)
 CC0801
 CC0801                         *CURRENT SURVEY CONTROL
 CC0801  ___________________________________________________________________
 CC0801* NAD 83(1993)-  31 14 26.12167(N)    103 13 02.44966(W)     ADJUSTED  
 CC0801* NAVD 88     -       833.2    (meters)    2734.     (feet)  VERTCON   
 CC0801  ___________________________________________________________________
 CC0801  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CC0801  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CC0801
 CC0801  HORZ ORDER  -  SECOND
 CC0801
 CC0801.The horizontal coordinates were established by classical geodetic methods
 CC0801.and adjusted by the National Geodetic Survey in February 1996..
 CC0801
 CC0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0801
 CC0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0801
 CC0801.The geoid height was determined by GEOID03.
 CC0801
 CC0801;                    North         East     Units Scale Factor Converg.
 CC0801;SPC TX C     - 3,178,038.883   425,319.212   MT  0.99989042   -1 29 07.6
 CC0801;SPC TX C     -10,426,615.90  1,395,401.45   sFT  0.99989042   -1 29 07.6
 CC0801;UTM  13      - 3,457,635.755   669,766.834   MT  0.99995550   +0 55 29.1
 CC0801
 CC0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0801!SPC TX C     -   0.99987292  x   0.99989042  =   0.99976335
 CC0801!UTM  13      -   0.99987292  x   0.99995550  =   0.99982842
 CC0801
 CC0801|---------------------------------------------------------------------|
 CC0801| PID    Reference Object                     Distance      Geod. Az  |
 CC0801|                                                           dddmmss.s |
 CC0801| CH8515 CABLE RM 1                           38.862 METERS 15349     |
 CC0801| CH8516 CABLE RM 2                           49.722 METERS 24059     |
 CC0801| CH8514 CABLE AZ MK                                        3262259.4 |
 CC0801|---------------------------------------------------------------------|
 CC0801
 CC0801                          SUPERSEDED SURVEY CONTROL
 CC0801
 CC0801  NAD 83(1986)-  31 14 26.12311(N)    103 13 02.44394(W) AD(       ) 2
 CC0801  NAD 27      -  31 14 25.61800(N)    103 13 00.84400(W) AD(       ) 2
 CC0801  NGVD 29 (07/19/86)  832.9    (m)         2733.     (f) VERT ANG       
 CC0801
 CC0801.Superseded values are not recommended for survey control.
 CC0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0801.See file dsdata.txt to determine how the superseded data were derived.
 CC0801
 CC0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ6976757636(NAD 83)
 CC0801_MARKER: DS = TRIANGULATION STATION DISK
 CC0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0801
 CC0801  HISTORY     - Date     Condition        Report By
 CC0801  HISTORY     - 1935     MONUMENTED       CGS
 CC0801  HISTORY     - 1946     GOOD             LOCENG
 CC0801  HISTORY     - 1973     GOOD             USGS
 CC0801
 CC0801                          STATION DESCRIPTION
 CC0801
 CC0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0801'STATION IS ABOUT 2 MILES SE OF PECOS, 0.35 MILE S OF AN E-W FENCE,
 CC0801'0.3 MILE ENE OF THE RUINS OF AN OIL WELL ON THE HIGHEST GROUND
 CC0801'FOR MANY MILES IN ANY DIRECTION, ON WORTHLESS LAND COVERED WITH
 CC0801'MESQUITE AND GREASE-WOOD.  THE MARK PROJECTS 8 INCHES.
 CC0801'
 CC0801'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CC0801'SET IN CONCRETE.
 CC0801'
 CC0801'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 CC0801'A DEPRESSION IN BEDROCK.
 CC0801'
 CC0801'REFERENCE MARK NO. 1 IS SSE OF THE STATION AND PROJECTS 4 INCHES.
 CC0801'
 CC0801'REFERENCE MARK NO. 2 IS WSW OF THE STATION AND PROJECTS 6 INCHES.
 CC0801'
 CC0801'AZIMUTH MARK IS NNW OF THE STATION, 1-1/2 FEET S OF AN E-W FENCE,
 CC0801'3 FEET ESE OF A LONE SW FENCE CORNER AND PROJECTS 4 INCHES.
 CC0801'
 CC0801'TO REACH THE STATION FROM THE COURTHOUSE IN PECOS, GO E AND SE
 CC0801'ON STATE HIGHWAY 27 FOR 21.9 MILES, TAKING THE RIGHT FORK AT
 CC0801'1.3 MILES.  LEAVE HIGHWAY 27, TURN LEFT AND GO E ON A TRACK ROAD
 CC0801'FOR 0.5 MILE TO TWO WINDMILLS AND SOME TREES.  LEAVE THE MAIN
 CC0801'RANCH ROAD, PASS AROUND THE NW CORNER OF A CORRAL AND PICK UP A
 CC0801'WELL-TRAVELED ROAD LEDING EASTERLY.  FOLLOW THIS ROAD FOR 0.2
 CC0801'MILE FROM THE NW CORRAL CORNER, THEN TAKE THE LEFT FORK ON A
 CC0801'RUTTED AND LESS TRAVELED ROAD FOR 2.6 MILES.  PASS THRU A WIRE
 CC0801'GATE IN A N-S FENCE AND DRIVE NNE FOR 1.5 MILES, PASSING AN
 CC0801'OLD FALLING SHACK ON THE LEFT SIDE OF THE ROAD AT 0.3 MILE.
 CC0801'PASS THRU THE REMAINS OF AN OLD GATE (NO FENCE) AND CONTINUE
 CC0801'IN A GENERAL EASTERLY DIRECTION ON THE PLAIN TRACK ROAD FOR
 CC0801'1.1 MILES TO A HIGH SHACK 10 YARDS S OF THE ROAD, AND A
 CC0801'WINDMILL IN SOME TREES, 100 YARDS S.  FROM AN ANGLING CROSS
 CC0801'ROAD 50 YARDS E OF THE SHACK CONTINUE E ON THE MAIN ROAD FOR
 CC0801'1.8 MILES, PASSING A BROKEN DOWN MILL AT 1.1 MILES.  LEAVE THE
 CC0801'MAIN ROAD, TURN LEFT, AND DRIVE N ON A DIM TRACK ROAD FOR 0.45
 CC0801'MILE TO THE REMAINS OF AN OLD OIL WELL.  CONTINUE N FOR 0.5
 CC0801'MILE TO A LONE SW FENCE CORNER ON THE E SIDE OF THE ROAD.
 CC0801'LEAVE THE ROAD, TURN E AND FOLLOW A DIM TRACK ALONG THE S SIDE OF
 CC0801'THE FENCE FOR 0.15 MILE.  THEN LEAVE THE FENCE, TURN RIGHT
 CC0801'AND GO S ACROSS COUNTRY FOR 0.25 MILE TO THE STATION.
 CC0801'
 CC0801'ALL THE OBJECTS ARE VISIBLE FROM THE GROUND, BUT A 10-FOOT
 CC0801'STAND WOULD BE ADVISABLE TO CLEAR THE SURROUNDING BRUSH.
 CC0801
 CC0801                          STATION RECOVERY (1946)
 CC0801
 CC0801'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (HEO)
 CC0801'RECOVERED BY GENERAL GEOPHYSICAL CO
 CC0801'
 CC0801'MARK IS IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0801
 CC0801                          STATION RECOVERY (1973)
 CC0801
 CC0801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (AMT)
 CC0801'TO REACH STA. FROM COYANOSA, GO 3.0 MILES N. ALONG FM ROAD 1776
 CC0801'TO THE INTERSECTION OF FM ROAD 1450, TURN W. AND FOLLOW FM ROAD
 CC0801'1450 12.1 MILES TO A Y ROAD GOING SW TO THE AUTOMOTIVE TEST
 CC0801'TRACK, THIS ROAD IS PAVED TO THE TRACK THEN GRAVEL, FROM THE Y
 CC0801'ROAD GO SW 5.1 MILES TO A Y ROAD GOING W. TO A WINDMILL, FOLLOW
 CC0801'THIS ROAD 0.5 MILES TO A GATE, GO THROUGH THE GATE AND FOLLOW
 CC0801'THE ROAD ANOTHER 0.6 MILES TO THE OUTSIDE FENCE OF THE TEST
 CC0801'TRACK, FOLLOW THE ROAD AROUND THE OUTSIDE OF THE TEST TRACK
 CC0801'0.3 MILES TO A Y ROAD, GO S. AT THE Y ROAD 1.1 MILES TO A T
 CC0801'ROAD, GO ACROSS THE E-W ROAD AND FOLLOW FAINT TRAIL 0.5 MILES
 CC0801'THEN TURN E 0.25 MILES ACROSS COUNTRY AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1627 ***********************************************************************
 FL1627  DESIGNATION -  CABOT
 FL1627  PID         -  FL1627
 FL1627  STATE/COUNTY-  TX/GRAY
 FL1627  USGS QUAD   -  LAKE MC CONNELL (1965)
 FL1627
 FL1627                         *CURRENT SURVEY CONTROL
 FL1627  ___________________________________________________________________
 FL1627* NAD 83(1993)-  35 30 00.34891(N)    101 01 57.82526(W)     ADJUSTED  
 FL1627* NAVD 88     -       998.     (meters)    3274.     (feet)  SCALED    
 FL1627  ___________________________________________________________________
 FL1627  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 FL1627  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FL1627
 FL1627  HORZ ORDER  -  THIRD
 FL1627
 FL1627.The horizontal coordinates were established by classical geodetic methods
 FL1627.and adjusted by the National Geodetic Survey in February 1996..
 FL1627
 FL1627.The orthometric height was scaled from a topographic map.
 FL1627
 FL1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1627
 FL1627.The geoid height was determined by GEOID03.
 FL1627
 FL1627;                    North         East     Units Scale Factor Converg.
 FL1627;SPC TX N     - 1,166,516.056   242,391.248   MT  0.99991190   +0 16 14.9
 FL1627;SPC TX N     - 3,827,144.76    795,245.29   sFT  0.99991190   +0 16 14.9
 FL1627;UTM  14      - 3,930,403.849   315,633.005   MT  1.00001890   -1 10 50.7
 FL1627
 FL1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1627!SPC TX N     -   0.99984744  x   0.99991190  =   0.99975935
 FL1627!UTM  14      -   0.99984744  x   1.00001890  =   0.99986633
 FL1627
 FL1627:                Primary Azimuth Mark                     Grid Az
 FL1627:SPC TX N     -  CABOT AZ MK                              058 14 51.1
 FL1627:UTM  14      -  CABOT AZ MK                              059 41 56.7
 FL1627
 FL1627|---------------------------------------------------------------------|
 FL1627| PID    Reference Object                     Distance      Geod. Az  |
 FL1627|                                                           dddmmss.s |
 FL1627| CJ6792 CABOT AZ MK                                        0583106.0 |
 FL1627| CJ6793 CABOT RM 1                           13.400 METERS 24411     |
 FL1627|---------------------------------------------------------------------|
 FL1627
 FL1627                          SUPERSEDED SURVEY CONTROL
 FL1627
 FL1627  NAD 83(1993)-  35 30 00.35051(N)    101 01 57.82379(W) AD(       ) 3
 FL1627  NAD 83(1986)-  35 30 00.35481(N)    101 01 57.81493(W) AD(       ) 3
 FL1627  NAD 27      -  35 30 00.19300(N)    101 01 56.26800(W) AD(       ) 3
 FL1627
 FL1627.Superseded values are not recommended for survey control.
 FL1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1627.See file dsdata.txt to determine how the superseded data were derived.
 FL1627
 FL1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1563330404(NAD 83)
 FL1627_MARKER: DS = TRIANGULATION STATION DISK
 FL1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1627
 FL1627  HISTORY     - Date     Condition        Report By
 FL1627  HISTORY     - 1951     MONUMENTED       CGS
 FL1627  HISTORY     - 1956     GOOD             CGS
 FL1627
 FL1627                          STATION DESCRIPTION
 FL1627
 FL1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1627'THE STATION IS LOCATED ON THE SOUTH-SOUTHEAST SIDE OF U.S. HIGHWAY
 FL1627'60, ABOUT 4 MILES AIRLINE SOUTHWEST OF PAMPA, ABOUT 10 MILES
 FL1627'AIRLINE SOUTHEAST OF SKELLYTOWN, AND ABOUT 11 MILES AIRLINE
 FL1627'NORTHEAST OF WHITE DEER.
 FL1627'
 FL1627'TO REACH THE STATION FROM THE POST OFFICE IN WHITE DEER, GO
 FL1627'NORTH FOR 0.2 MILE TO A CROSS ROAD.  TURN RIGHT ONTO U.S.
 FL1627'HIGHWAY 60 AND GO 8.9 MILES TO THE CABOT COMPANY PLANT ON THE
 FL1627'LEFT AND THE STATION ON THE RIGHT.
 FL1627'
 FL1627'THE STATION MARK IS A STANDARD DISK STAMPED CABOT 1951 SET IN
 FL1627'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 FL1627'ABOVE THE GROUND.  IT IS 180 FEET SOUTH-SOUTHEAST OF THE
 FL1627'CENTERLINE OF U.S. HIGHWAY 60 AND 47 FEET SOUTH-SOUTHEAST OF A
 FL1627'TRIANGLE BLAZED POWER LINE GUY POLE.
 FL1627'
 FL1627'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CABOT NO
 FL1627'1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1627'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS THE SAME ELEVATION
 FL1627'AS THE STATION.
 FL1627'
 FL1627'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CABOT NO 2
 FL1627'1951 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 FL1627'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 8 FEET SOUTHWEST OF
 FL1627'THE TRIANGLE BLAZED POWER LINE GUY POLE AND THE SAME ELEVATION
 FL1627'AS THE STATION.
 FL1627'
 FL1627'THE AZIMUTH MARK IS LOCATED ON THE SOUTH-SOUTHWEST SIDE OF
 FL1627'U.S. HIGHWAY 60, AND IS A STANDARD DISK STAMPED CABOT 1951 SET
 FL1627'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1627'6 INCHES ABOVE THE GROUND.  IT IS 2 FEET WEST-SOUTHWEST OF A
 FL1627'POWER LINE POLE 1166, 1.7 FEET WEST-SOUTHWEST OF A WHITE
 FL1627'WITNESS POST, AND 52 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 FL1627'OF U.S. HIGHWAY 60.  TO REACH THE AZIMUTH MARK FROM THE
 FL1627'STATION, GO EAST-NORTHEAST ON U.S. HIGHWAY 60 FOR 0.6 MILE
 FL1627'TO A WHITE WITNESS POST AND THE AZIMUTH MARK ON THE RIGHT.
 FL1627
 FL1627                          STATION RECOVERY (1956)
 FL1627
 FL1627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL1627'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1627'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL1627'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0913 ***********************************************************************
 CB0913  DESIGNATION -  CACTUS
 CB0913  PID         -  CB0913
 CB0913  STATE/COUNTY-  TX/TOM GREEN
 CB0913  USGS QUAD   -  CARLSBAD (1984)
 CB0913
 CB0913                         *CURRENT SURVEY CONTROL
 CB0913  ___________________________________________________________________
 CB0913* NAD 83(1993)-  31 32 14.35276(N)    100 40 44.41541(W)     ADJUSTED  
 CB0913* NAVD 88     -       722.     (meters)    2369.     (feet)  SCALED    
 CB0913  ___________________________________________________________________
 CB0913  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CB0913  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CB0913
 CB0913  HORZ ORDER  -  SECOND
 CB0913
 CB0913.The horizontal coordinates were established by classical geodetic methods
 CB0913.and adjusted by the National Geodetic Survey in February 1996..
 CB0913
 CB0913.The orthometric height was scaled from a topographic map.
 CB0913
 CB0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0913
 CB0913.The geoid height was determined by GEOID03.
 CB0913
 CB0913;                    North         East     Units Scale Factor Converg.
 CB0913;SPC TX C     - 3,207,426.305   667,176.012   MT  0.99992535   -0 10 40.9
 CB0913;SPC TX C     -10,523,031.14  2,188,893.30   sFT  0.99992535   -0 10 40.9
 CB0913;UTM  14      - 3,490,374.770   340,607.456   MT  0.99991336   -0 52 42.2
 CB0913
 CB0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0913!SPC TX C     -   0.99989040  x   0.99992535  =   0.99981575
 CB0913!UTM  14      -   0.99989040  x   0.99991336  =   0.99980377
 CB0913
 CB0913|---------------------------------------------------------------------|
 CB0913| PID    Reference Object                     Distance      Geod. Az  |
 CB0913|                                                           dddmmss.s |
 CB0913| CV4424 CACTUS RM 1                           7.115 METERS 08345     |
 CB0913| CV4425 CACTUS RM 2                           4.550 METERS 17909     |
 CB0913| CV4423 CACTUS AZ MK                                       2293932.2 |
 CB0913| CB0917 WATER VALLEY MC LAUGHLIN MON        APPROX.12.8 KM 3394307.2 |
 CB0913|---------------------------------------------------------------------|
 CB0913
 CB0913                          SUPERSEDED SURVEY CONTROL
 CB0913
 CB0913  NAD 83(1986)-  31 32 14.35961(N)    100 40 44.40131(W) AD(       ) 2
 CB0913  NAD 27      -  31 32 13.79500(N)    100 40 43.03800(W) AD(       ) 2
 CB0913
 CB0913.Superseded values are not recommended for survey control.
 CB0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0913.See file dsdata.txt to determine how the superseded data were derived.
 CB0913
 CB0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4060790375(NAD 83)
 CB0913_MARKER: DS = TRIANGULATION STATION DISK
 CB0913_SETTING: 66 = SET IN ROCK OUTCROP
 CB0913_SP_SET: PARTIALLY EXPOSED BEDROCK
 CB0913
 CB0913  HISTORY     - Date     Condition        Report By
 CB0913  HISTORY     - 1943     MONUMENTED       CGS
 CB0913
 CB0913                          STATION DESCRIPTION
 CB0913
 CB0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0913'STATION IS LOCATED ABOUT 5.0 MILES SSW OF SANATORIUM, AND 20.0
 CB0913'MILES WNW OF SAN ANGELO, ABOUT 0.75 MILE E OF A GRADED DIRT
 CB0913'ROAD, AND ABOUT 0.15 MILE WSW OF THE END OF A PROMINENT ROCKY
 CB0913'RIDGE.  IT IS 12 FEET ESE OF A LARGE PILE OF ROCKS.  STATION
 CB0913'MARK IS A BRONZE STATION DISK SET IN BEDROCK ABOUT 2 BY 3 FEET,
 CB0913'AND PROJECTS ABOUT 3 INCHES.  IT IS STAMPED CACTUS 1943.
 CB0913'
 CB0913'REFERENCE MARK 1 IS E OF THE STATION.  IT IS A BRONZE REFERENCE
 CB0913'DISK SET IN BEDROCK, STAMPED CACTUS NO 1 1943, AND IS FLUSH
 CB0913'WITH THE ROCK SURFACE.
 CB0913'
 CB0913'REFERENCE MARK 2 IS S OF THE STATION.  IT IS A BRONZE REFERENCE
 CB0913'DISK SET IN BEDROCK, STAMPED CACTUS NO 2 1943, AND IS FLUSH
 CB0913'WITH THE ROCK SURFACE.
 CB0913'
 CB0913'AZIMUTH MARK IS ABOUT 0.8 MILE SW OF THE STATION, 12 FEET W
 CB0913'OF THE CENTER LINE OF THE GRADED DIRT ROAD, AND 12 FEET E OF
 CB0913'THE FENCE LINE ON THE W SIDE OF THE ROAD.  IT IS A BRONZE
 CB0913'AZIMUTH DISK SET IN BEDROCK, STAMPED CACTUS 1943, AND IS FLUSH
 CB0913'WITH THE ROCK SURFACE.  TO REACH FROM THE END OF TRUCK TRAVEL,
 CB0913'CONTINUE S ON GRADED DIRT ROAD FOR 0.7 MILE TO THE MARK ON THE
 CB0913'RIGHT AS DESCRIBED.
 CB0913'
 CB0913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 CB0913'87 IN SAN ANGELO, GO NW ON HIGHWAY 87 FOR 15.5 MILES TO CROSS
 CB0913'ROADS AT C.A. HENDERSONS GROCERY STORE AND FILLING STATION
 CB0913'ON THE RIGHT.  TURN LEFT AND GO S ON GRADED DIRT ROAD FOR 1.15
 CB0913'MILES TO A DIRT ROAD RIGHT.  TURN RIGHT, CROSS CATTLE GUARD
 CB0913'AND GO W FOR 0.2 MILE TO A FORK.  BEAR LEFT AND GO SW FOR
 CB0913'1.0 MILE TO ANOTHER FORK.  BEAR LEFT, CROSS CATTLE GUARD
 CB0913'AND FOLLOW MAIN-TRAVELED ROAD IN A S DIRECTION FOR 3.4 MILES
 CB0913'TO THE TOP OF THE RIDGE, AND END OF TRUCK TRAVEL.  FROM THIS
 CB0913'POINT CLIMB OVER WIRE FENCE ON THE E SIDE OF THE ROAD.  PACK
 CB0913'IN AN E DIRECTION FOR ABOUT 0.15 MILE TO THE TOP OF THE
 CB0913'FIRST HIGH POINT.  BEAR LEFT AND FOLLOW RIDGE IN A NE
 CB0913'DIRECTION FOR ABOUT 0.7 MILE TO THE ROCKY AREA ON THE
 CB0913'SECOND HIGH POINT, AND A LARGE PILE OF ROCKS AND STATION AS
 CB0913'DESCRIBED.
 CB0913'
 CB0913'A 4-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CB0913'
 CB0913'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0994 ***********************************************************************
 EM0994  DESIGNATION -  CACTUS
 EM0994  PID         -  EM0994
 EM0994  STATE/COUNTY-  TX/FOARD
 EM0994  USGS QUAD   -  CACTUS CREEK (1990)
 EM0994
 EM0994                         *CURRENT SURVEY CONTROL
 EM0994  ___________________________________________________________________
 EM0994* NAD 83(1993)-  34 08 44.85057(N)    099 52 44.03844(W)     ADJUSTED  
 EM0994* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 EM0994  ___________________________________________________________________
 EM0994  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 EM0994  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EM0994
 EM0994  HORZ ORDER  -  THIRD
 EM0994
 EM0994.The horizontal coordinates were established by classical geodetic methods
 EM0994.and adjusted by the National Geodetic Survey in February 1996..
 EM0994
 EM0994.The orthometric height was scaled from a topographic map.
 EM0994
 EM0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0994
 EM0994.The geoid height was determined by GEOID03.
 EM0994
 EM0994;                    North         East     Units Scale Factor Converg.
 EM0994;SPC TXNC     - 2,275,763.883   472,825.376   MT  1.00005489   -0 45 07.4
 EM0994;SPC TXNC     - 7,466,402.01  1,551,261.25   sFT  1.00005489   -0 45 07.4
 EM0994;UTM  14      - 3,778,670.122   418,973.270   MT  0.99968093   -0 29 36.1
 EM0994
 EM0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0994!SPC TXNC     -   0.99992374  x   1.00005489  =   0.99997863
 EM0994!UTM  14      -   0.99992374  x   0.99968093  =   0.99960470
 EM0994
 EM0994:                Primary Azimuth Mark                     Grid Az
 EM0994:SPC TXNC     -  QUANAH TV SYSTEM MAST                    040 12 15.2
 EM0994:UTM  14      -  QUANAH TV SYSTEM MAST                    039 56 43.9
 EM0994
 EM0994|---------------------------------------------------------------------|
 EM0994| PID    Reference Object                     Distance      Geod. Az  |
 EM0994|                                                           dddmmss.s |
 EM0994| EM0979 QUANAH TV SYSTEM MAST               APPROX.21.5 KM 0392707.8 |
 EM0994| CX7717 CACTUS RM 1                          16.510 METERS 08822     |
 EM0994| CX7718 CACTUS RM 2                          11.205 METERS 17510     |
 EM0994| CX7716 CACTUS AZ MK                                       2273706.9 |
 EM0994|---------------------------------------------------------------------|
 EM0994
 EM0994                          SUPERSEDED SURVEY CONTROL
 EM0994
 EM0994  NAD 83(1993)-  34 08 44.85127(N)    099 52 44.03878(W) AD(       ) 3
 EM0994  NAD 83(1986)-  34 08 44.85685(N)    099 52 44.03051(W) AD(       ) 3
 EM0994  NAD 27      -  34 08 44.57691(N)    099 52 42.66861(W) AD(       ) 3
 EM0994
 EM0994.Superseded values are not recommended for survey control.
 EM0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0994.See file dsdata.txt to determine how the superseded data were derived.
 EM0994
 EM0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC1897378670(NAD 83)
 EM0994_MARKER: DS = TRIANGULATION STATION DISK
 EM0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0994
 EM0994  HISTORY     - Date     Condition        Report By
 EM0994  HISTORY     - 1969     MONUMENTED       CGS
 EM0994
 EM0994                          STATION DESCRIPTION
 EM0994
 EM0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0994'THE STATION IS LOCATED ABOUT 14-1/2 MILES NORTHWEST OF CROWELL,
 EM0994'13-1/2 MILES SOUTHWEST OF QUANAH AND 3 MILES SOUTH OF THE PEASE
 EM0994'RIVER.  THE PROPERTY IS OWNED BY MR. J. H. BARNETT AND IS LEASED TO
 EM0994'S. A. WOODS OF THE TRIANGLE RANCH.
 EM0994'
 EM0994'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND STATE
 EM0994'HIGHWAY 283, IN CROWELL, GO WEST ON U. S. HIGHWAY 70 FOR 9.3 MILES
 EM0994'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH AND NORTHWEST ON
 EM0994'FARM ROAD 2566 FOR 4.0 MILES TO A T-ROAD, TURN RIGHT AND GO NORTH
 EM0994'ON A DIRT ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT, CONTINUE NORTH ON
 EM0994'THE DIRT ROAD FOR 1.6 MILES TO A CATTLE GUARD, CONTINUE NORTH ON
 EM0994'THE DIRT ROAD FOR 1.5 MILES TO A CROSSROAD, CONTINUE NORTH ON
 EM0994'THE DIRT ROAD FOR 0.5 MILE TO A CATTLE GUARD, CONTINUE NORTH AND
 EM0994'NORTHEAST ON THE DIRT ROAD FOR 1.4 MILES TO A CATTLE GUARD,
 EM0994'CONTINUE NORTHEAST ON THE DIRT ROAD FOR 1.45 MILES TO THE AZIMUTH
 EM0994'MARK ON THE LEFT.  CONTINUE NORTHEAST ON THE DIRT ROAD FOR
 EM0994'0.25 MILE TO A FORK, TAKE THE LEFT FORK AND GO NORTH ON THE DIRT
 EM0994'ROAD FOR 0.35 MILE TO A WINDMILL ON THE RIGHT AND THE STATION
 EM0994'ON THE LEFT.
 EM0994'
 EM0994'THE STATION MARK IS A STANDARD DISK STAMPED CACTUS 1969, SET IN THE
 EM0994'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 EM0994'THE GROUND SURFACE.  IT IS 387 FEET WEST OF THE WINDMILL, 183 FEET
 EM0994'NORTHWEST OF THE CENTER OF THE DIRT ROAD AND 5.1 FEET
 EM0994'EAST-SOUTHEAST OF A METAL WITNESS POST.
 EM0994'
 EM0994'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CACTUS NO 1 1969,
 EM0994'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 EM0994'FLUSH WITH THE GROUND SURFACE.  IT IS 132 FEET NORTHWEST OF THE
 EM0994'CENTER OF THE DIRT ROAD, 58.3 FEET EAST OF THE METAL WITNESS POST
 EM0994'AND IS 3 FEET LOWER THAN THE STATION.
 EM0994'
 EM0994'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CACTUS NO 2 1969, SET
 EM0994'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EM0994'PROJECTS 1 INCH.  IT IS 163 FEET NORTHWEST OF THE CENTER OF THE
 EM0994'DIRT ROAD, 40.2 FEET SOUTH-SOUTHEAST OF THE METAL WITNESS POST AND
 EM0994'IS 3 FEET LOWER THAN THE STATION.
 EM0994'
 EM0994'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CACTUS 1969 SET IN THE
 EM0994'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 EM0994'THE GROUND SURFACE.  IT IS 29 FEET NORTHWEST OF THE CENTER OF THE
 EM0994'DIRT ROAD AND 2.8 FEET EAST OF A METAL WITNESS POST.
 EM0994'
 EM0994'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0912 ***********************************************************************
 GK0912  DESIGNATION -  CACTUS PHILLIPS CHEM CO SE TK
 GK0912  PID         -  GK0912
 GK0912  STATE/COUNTY-  TX/MOORE
 GK0912  USGS QUAD   -  CACTUS EAST (1963)
 GK0912
 GK0912                         *CURRENT SURVEY CONTROL
 GK0912  ___________________________________________________________________
 GK0912* NAD 83(1993)-  36 01 45.85941(N)    101 58 29.34316(W)     ADJUSTED  
 GK0912* NAVD 88     -                                                        
 GK0912  ___________________________________________________________________
 GK0912  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 GK0912  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 GK0912
 GK0912  HORZ ORDER  -  THIRD
 GK0912
 GK0912.The horizontal coordinates were established by classical geodetic methods
 GK0912.and adjusted by the National Geodetic Survey in February 1996..
 GK0912
 GK0912
 GK0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0912
 GK0912.The geoid height was determined by GEOID03.
 GK0912
 GK0912;                    North         East     Units Scale Factor Converg.
 GK0912;SPC TX N     - 1,225,243.924   157,206.144   MT  0.99996772   -0 16 30.6
 GK0912;SPC TX N     - 4,019,821.11    515,767.16   sFT  0.99996772   -0 16 30.6
 GK0912;UTM  14      - 3,991,305.174   231,948.927   MT  1.00048543   -1 45 03.0
 GK0912;UTM  13      - 3,991,445.112   772,590.588   MT  1.00051568   +1 46 49.8
 GK0912
 GK0912                          SUPERSEDED SURVEY CONTROL
 GK0912
 GK0912  NAD 83(1993)-  36 01 45.85878(N)    101 58 29.34320(W) AD(       ) 4
 GK0912  NAD 83(1986)-  36 01 45.86771(N)    101 58 29.33172(W) AD(       ) 4
 GK0912  NAD 27      -  36 01 45.74100(N)    101 58 27.70000(W) AD(       ) 3
 GK0912
 GK0912.Superseded values are not recommended for survey control.
 GK0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0912.See file dsdata.txt to determine how the superseded data were derived.
 GK0912
 GK0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3194991305(NAD 83)
 GK0912_MARKER: 53 = ELEVATED TANK
 GK0912
 GK0912  HISTORY     - Date     Condition        Report By
 GK0912  HISTORY     - 1953     FIRST OBSERVED   CGS
 GK0912
 GK0912                          STATION DESCRIPTION
 GK0912
 GK0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0912'THE TANK IS LOCATED AT THE PHILLIPS CHEMICAL COMPANY AMMONIA
 GK0912'PLANT AT CACTUS JUST SOUTHEAST OF THE MAIN PLANT BUILDINGS.
 GK0912'
 GK0912'THE TANK IS A STEEL TANK MOUNTED ON A FOUR LEGGED STEEL STRUCTURE
 GK0912'AND IS ABOUT 120 FEET TO TOP OF TANK.  THE BALL ON TOP OF THE
 GK0912'TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0913 ***********************************************************************
 GK0913  DESIGNATION -  CACTUS PHILLIPS CHEM CO NW TK
 GK0913  PID         -  GK0913
 GK0913  STATE/COUNTY-  TX/MOORE
 GK0913  USGS QUAD   -  CACTUS EAST (1963)
 GK0913
 GK0913                         *CURRENT SURVEY CONTROL
 GK0913  ___________________________________________________________________
 GK0913* NAD 83(1993)-  36 02 15.32846(N)    101 59 43.63239(W)     ADJUSTED  
 GK0913* NAVD 88     -                                                        
 GK0913  ___________________________________________________________________
 GK0913  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 GK0913  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 GK0913
 GK0913  HORZ ORDER  -  THIRD
 GK0913
 GK0913.The horizontal coordinates were established by classical geodetic methods
 GK0913.and adjusted by the National Geodetic Survey in February 1996..
 GK0913
 GK0913
 GK0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0913
 GK0913.The geoid height was determined by GEOID03.
 GK0913
 GK0913;                    North         East     Units Scale Factor Converg.
 GK0913;SPC TX N     - 1,226,161.309   155,350.861   MT  0.99996925   -0 17 13.7
 GK0913;SPC TX N     - 4,022,830.89    509,680.28   sFT  0.99996925   -0 17 13.7
 GK0913;UTM  14      - 3,992,270.546   230,116.931   MT  1.00049758   -1 45 48.0
 GK0913;UTM  13      - 3,992,295.813   770,702.569   MT  1.00050304   +1 46 07.3
 GK0913
 GK0913                          SUPERSEDED SURVEY CONTROL
 GK0913
 GK0913  NAD 83(1993)-  36 02 15.32779(N)    101 59 43.63247(W) AD(       ) 4
 GK0913  NAD 83(1986)-  36 02 15.33686(N)    101 59 43.62107(W) AD(       ) 4
 GK0913  NAD 27      -  36 02 15.20900(N)    101 59 41.98800(W) AD(       ) 3
 GK0913
 GK0913.Superseded values are not recommended for survey control.
 GK0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0913.See file dsdata.txt to determine how the superseded data were derived.
 GK0913
 GK0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3011792271(NAD 83)
 GK0913_MARKER: 53 = ELEVATED TANK
 GK0913
 GK0913  HISTORY     - Date     Condition        Report By
 GK0913  HISTORY     - 1953     FIRST OBSERVED   CGS
 GK0913
 GK0913                          STATION DESCRIPTION
 GK0913
 GK0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0913'THE TANK IS LOCATED AT THE PHILLIPS CHEMICAL COMPANY AMMONIA
 GK0913'PLANT AT CACTUS, JUST SOUTH OF THE MAIN BUILDINGS.
 GK0913'
 GK0913'THE TANK IS A WOODEN TANK ON TOP OF A FOUR LEGGED WOOD STRUCTURE
 GK0913'AND IS ABOUT 90 FEET HIGH.  THE BALL ON TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0914 ***********************************************************************
 GK0914  DESIGNATION -  CACTUS PHILLIPS CHEM CO NW STK
 GK0914  PID         -  GK0914
 GK0914  STATE/COUNTY-  TX/MOORE
 GK0914  USGS QUAD   -  CACTUS EAST (1963)
 GK0914
 GK0914                         *CURRENT SURVEY CONTROL
 GK0914  ___________________________________________________________________
 GK0914* NAD 83(1993)-  36 02 24.61653(N)    101 59 43.48437(W)     ADJUSTED  
 GK0914* NAVD 88     -                                                        
 GK0914  ___________________________________________________________________
 GK0914  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 GK0914  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 GK0914
 GK0914  HORZ ORDER  -  THIRD
 GK0914
 GK0914.The horizontal coordinates were established by classical geodetic methods
 GK0914.and adjusted by the National Geodetic Survey in February 1996..
 GK0914
 GK0914
 GK0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0914
 GK0914.The geoid height was determined by GEOID03.
 GK0914
 GK0914;                    North         East     Units Scale Factor Converg.
 GK0914;SPC TX N     - 1,226,447.556   155,356.000   MT  0.99996974   -0 17 13.6
 GK0914;SPC TX N     - 4,023,770.02    509,697.14   sFT  0.99996974   -0 17 13.6
 GK0914;UTM  14      - 3,992,556.717   230,129.450   MT  1.00049749   -1 45 48.3
 GK0914;UTM  13      - 3,992,582.213   770,697.434   MT  1.00050300   +1 46 07.8
 GK0914
 GK0914                          SUPERSEDED SURVEY CONTROL
 GK0914
 GK0914  NAD 83(1993)-  36 02 24.61586(N)    101 59 43.48446(W) AD(       ) 4
 GK0914  NAD 83(1986)-  36 02 24.62494(N)    101 59 43.47300(W) AD(       ) 4
 GK0914  NAD 27      -  36 02 24.49700(N)    101 59 41.84000(W) AD(       ) 3
 GK0914
 GK0914.Superseded values are not recommended for survey control.
 GK0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0914.See file dsdata.txt to determine how the superseded data were derived.
 GK0914
 GK0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3012992557(NAD 83)
 GK0914_MARKER: 63 = STACK
 GK0914
 GK0914  HISTORY     - Date     Condition        Report By
 GK0914  HISTORY     - 1953     FIRST OBSERVED   CGS
 GK0914
 GK0914                          STATION DESCRIPTION
 GK0914
 GK0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0914'THE STACK IS LOCATED AT THE PHILLIPS CHEMICAL COMPANY AMMONIA
 GK0914'PLANT AT CACTUS, AND IS THE NORTHWEST OR TALLER ONE OF TWO STACKS.
 GK0914'
 GK0914'THE STACK IS A TALL RED BRICK STACK 234 FEET HIGH.  THE CENTER
 GK0914'OF THE TOP OF STACK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0917 ***********************************************************************
 GK0917  DESIGNATION -  CACTUS PHILLIPS CHEM CO SE STK
 GK0917  PID         -  GK0917
 GK0917  STATE/COUNTY-  TX/MOORE
 GK0917  USGS QUAD   -  CACTUS EAST (1963)
 GK0917
 GK0917                         *CURRENT SURVEY CONTROL
 GK0917  ___________________________________________________________________
 GK0917* NAD 83(1993)-  36 02 24.11089(N)    101 59 42.73718(W)     ADJUSTED  
 GK0917* NAVD 88     -                                                        
 GK0917  ___________________________________________________________________
 GK0917  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 GK0917  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 GK0917
 GK0917  HORZ ORDER  -  THIRD
 GK0917
 GK0917.The horizontal coordinates were established by classical geodetic methods
 GK0917.and adjusted by the National Geodetic Survey in February 1996..
 GK0917
 GK0917
 GK0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0917
 GK0917.The geoid height was determined by GEOID03.
 GK0917
 GK0917;                    North         East     Units Scale Factor Converg.
 GK0917;SPC TX N     - 1,226,431.878   155,374.626   MT  0.99996972   -0 17 13.2
 GK0917;SPC TX N     - 4,023,718.59    509,758.25   sFT  0.99996972   -0 17 13.2
 GK0917;UTM  14      - 3,992,540.556   230,147.675   MT  1.00049737   -1 45 47.9
 GK0917;UTM  13      - 3,992,567.206   770,716.620   MT  1.00050313   +1 46 08.2
 GK0917
 GK0917                          SUPERSEDED SURVEY CONTROL
 GK0917
 GK0917  NAD 83(1993)-  36 02 24.11022(N)    101 59 42.73728(W) AD(       ) 4
 GK0917  NAD 83(1986)-  36 02 24.11923(N)    101 59 42.72583(W) AD(       ) 4
 GK0917  NAD 27      -  36 02 23.99300(N)    101 59 41.09200(W) AD(       ) 3
 GK0917
 GK0917.Superseded values are not recommended for survey control.
 GK0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0917.See file dsdata.txt to determine how the superseded data were derived.
 GK0917
 GK0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3014892541(NAD 83)
 GK0917_MARKER: 63 = STACK
 GK0917
 GK0917  HISTORY     - Date     Condition        Report By
 GK0917  HISTORY     - 1953     FIRST OBSERVED   CGS
 GK0917
 GK0917                          STATION DESCRIPTION
 GK0917
 GK0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0917'THE STACK IS LOCATED AT THE PHILLIPS CHEMICAL COMPANY AMMONIA
 GK0917'PLANT AT CACTUS, AND IS THE SOUTHEAST OR SHORTER ONE OF TWO
 GK0917'STACKS.
 GK0917'
 GK0917'THE STACK IS A TALL, RED BRICK STACK 227 FEET HIGH.  THE CENTER
 GK0917'OF THE TOP OF THE STACK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0918 ***********************************************************************
 GK0918  DESIGNATION -  CACTUS PHILLIPS CHEM CO NE TK
 GK0918  PID         -  GK0918
 GK0918  STATE/COUNTY-  TX/MOORE
 GK0918  USGS QUAD   -  CACTUS EAST (1963)
 GK0918
 GK0918                         *CURRENT SURVEY CONTROL
 GK0918  ___________________________________________________________________
 GK0918* NAD 83(1993)-  36 02 14.31236(N)    101 59 31.42878(W)     ADJUSTED  
 GK0918* NAVD 88     -                                                        
 GK0918  ___________________________________________________________________
 GK0918  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 GK0918  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 GK0918
 GK0918  HORZ ORDER  -  THIRD
 GK0918
 GK0918.The horizontal coordinates were established by classical geodetic methods
 GK0918.and adjusted by the National Geodetic Survey in February 1996..
 GK0918
 GK0918
 GK0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0918
 GK0918.The geoid height was determined by GEOID03.
 GK0918
 GK0918;                    North         East     Units Scale Factor Converg.
 GK0918;SPC TX N     - 1,226,128.466   155,656.191   MT  0.99996920   -0 17 06.6
 GK0918;SPC TX N     - 4,022,723.14    510,682.02   sFT  0.99996920   -0 17 06.6
 GK0918;UTM  14      - 3,992,229.827   230,421.475   MT  1.00049555   -1 45 40.8
 GK0918;UTM  13      - 3,992,273.933   771,009.046   MT  1.00050508   +1 46 14.5
 GK0918
 GK0918                          SUPERSEDED SURVEY CONTROL
 GK0918
 GK0918  NAD 83(1993)-  36 02 14.31168(N)    101 59 31.42886(W) AD(       ) 4
 GK0918  NAD 83(1986)-  36 02 14.32077(N)    101 59 31.41746(W) AD(       ) 4
 GK0918  NAD 27      -  36 02 14.19200(N)    101 59 29.78300(W) AD(       ) 3
 GK0918
 GK0918.Superseded values are not recommended for survey control.
 GK0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0918.See file dsdata.txt to determine how the superseded data were derived.
 GK0918
 GK0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3042192230(NAD 83)
 GK0918_MARKER: 53 = ELEVATED TANK
 GK0918
 GK0918  HISTORY     - Date     Condition        Report By
 GK0918  HISTORY     - 1953     FIRST OBSERVED   CGS
 GK0918
 GK0918                          STATION DESCRIPTION
 GK0918
 GK0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0918'THE TANK IS LOCATED AT THE PHILLIPS CHEMICAL COMPANY NITRATE
 GK0918'PLANT AT CACTUS.  THE TANK IS A STEEL TANK MOUNTED ON A FOUR
 GK0918'LEGGED STEEL STRUCTURE AND IS 120 FEET HIGH.  THE BALL ON TOP
 GK0918'OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0395 ***********************************************************************
 BA0395  DESIGNATION -  CACTUS SEC
 BA0395  PID         -  BA0395
 BA0395  STATE/COUNTY-  TX/TERRELL
 BA0395  USGS QUAD   -  BALCON CREEK (1983)
 BA0395
 BA0395                         *CURRENT SURVEY CONTROL
 BA0395  ___________________________________________________________________
 BA0395* NAD 83(1993)-  29 56 57.15171(N)    102 06 52.34264(W)     ADJUSTED  
 BA0395* NAVD 88     -       680.     (meters)    2231.     (feet)  SCALED    
 BA0395  ___________________________________________________________________
 BA0395  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 BA0395  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 BA0395
 BA0395  HORZ ORDER  -  THIRD
 BA0395
 BA0395.The horizontal coordinates were established by classical geodetic methods
 BA0395.and adjusted by the National Geodetic Survey in February 1996..
 BA0395
 BA0395.The orthometric height was scaled from a topographic map.
 BA0395
 BA0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0395
 BA0395.The geoid height was determined by GEOID03.
 BA0395
 BA0395;                    North         East     Units Scale Factor Converg.
 BA0395;SPC TXSC     - 4,238,502.087   299,396.168   MT  0.99992055   -1 31 33.1
 BA0395;SPC TXSC     -13,905,818.93    982,268.93   sFT  0.99992055   -1 31 33.1
 BA0395;UTM  13      - 3,316,660.118   778,497.052   MT  1.00055704   +1 26 29.2
 BA0395
 BA0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0395!SPC TXSC     -   0.99989676  x   0.99992055  =   0.99981732
 BA0395!UTM  13      -   0.99989676  x   1.00055704  =   1.00045375
 BA0395
 BA0395:                Primary Azimuth Mark                     Grid Az
 BA0395:SPC TXSC     -  DRYDEN SEC                               355 43 23.3
 BA0395:UTM  13      -  DRYDEN SEC                               352 45 21.0
 BA0395
 BA0395|---------------------------------------------------------------------|
 BA0395| PID    Reference Object                     Distance      Geod. Az  |
 BA0395|                                                           dddmmss.s |
 BA0395| BP0842 DRYDEN SEC                          APPROX. 6.5 KM 3541150.2 |
 BA0395|---------------------------------------------------------------------|
 BA0395
 BA0395                          SUPERSEDED SURVEY CONTROL
 BA0395
 BA0395  NAD 83(1986)-  29 56 57.12202(N)    102 06 52.38304(W) AD(       ) 3
 BA0395  NAD 27      -  29 56 56.43600(N)    102 06 50.89000(W) AD(       ) 3
 BA0395
 BA0395.Superseded values are not recommended for survey control.
 BA0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0395.See file dsdata.txt to determine how the superseded data were derived.
 BA0395
 BA0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP7849716660(NAD 83)
 BA0395_MARKER: Z = SEE DESCRIPTION
 BA0395_SETTING: 0 = UNSPECIFIED SETTING
 BA0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BA0395
 BA0395  HISTORY     - Date     Condition        Report By
 BA0395  HISTORY     - 1917     MONUMENTED       USGS
 BA0395
 BA0395                          STATION DESCRIPTION
 BA0395
 BA0395'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 BA0395'SITUATED ON A LOW HILL ABOUT 9 MI. S. OF DRYDEN RAILROAD STATION AND
 BA0395'POST OFFICE.  TO REACH THE STATION FROM DRYDEN, FOLLOW THE NEW RD. S.
 BA0395'ABOUT 9 MI. TO CROSSROAD -JUST S. OF THE CROSSROAD THE NEW RD. BEGINS
 BA0395'THE DECENT OF A LONG HILL- TAKE RD. TO RIGHT AND FOLLOW W. ALONG RIDGE
 BA0395'ABOUT 2 MI. STATION STANDS 100 FT. S. OF RD.
 BA0395'
 BA0395'STATION MARK - STONE POST WITH DRILL HOLE IN TOP.
 BA0395'
 BA0395'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1034 ***********************************************************************
 CT1034  DESIGNATION -  CADDO
 CT1034  PID         -  CT1034
 CT1034  STATE/COUNTY-  TX/STEPHENS
 CT1034  USGS QUAD   -  CADDO (1982)
 CT1034
 CT1034                         *CURRENT SURVEY CONTROL
 CT1034  ___________________________________________________________________
 CT1034* NAD 83(1993)-  32 43 32.18266(N)    098 41 11.26032(W)     ADJUSTED  
 CT1034* NAVD 88     -       434.7    (meters)    1426.     (feet)  VERTCON   
 CT1034  ___________________________________________________________________
 CT1034  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CT1034  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT1034
 CT1034  HORZ ORDER  -  FIRST
 CT1034
 CT1034.The horizontal coordinates were established by classical geodetic methods
 CT1034.and adjusted by the National Geodetic Survey in February 1996..
 CT1034
 CT1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1034
 CT1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1034
 CT1034.The geoid height was determined by GEOID03.
 CT1034
 CT1034;                    North         East     Units Scale Factor Converg.
 CT1034;SPC TXNC     - 2,117,441.277   582,522.818   MT  0.99988871   -0 06 06.1
 CT1034;SPC TXNC     - 6,946,971.92  1,911,160.28   sFT  0.99988871   -0 06 06.1
 CT1034;UTM  14      - 3,620,911.759   529,379.875   MT  0.99961064   +0 10 10.2
 CT1034
 CT1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1034!SPC TXNC     -   0.99993635  x   0.99988871  =   0.99982507
 CT1034!UTM  14      -   0.99993635  x   0.99961064  =   0.99954701
 CT1034
 CT1034|---------------------------------------------------------------------|
 CT1034| PID    Reference Object                     Distance      Geod. Az  |
 CT1034|                                                           dddmmss.s |
 CT1034| CX7722 CADDO RM 1                           13.843 METERS 11537     |
 CT1034| CX7724 CADDO RM 3                                         14905     |
 CT1034| CT1035 CADDO MUN STANDPIPE                  23.319 METERS 25139     |
 CT1034| CX7723 CADDO RM 2                           15.452 METERS 30945     |
 CT1034|---------------------------------------------------------------------|
 CT1034
 CT1034                          SUPERSEDED SURVEY CONTROL
 CT1034
 CT1034  NAD 83(1986)-  32 43 32.18423(N)    098 41 11.24644(W) AD(       ) 1
 CT1034  NAD 27      -  32 43 31.73508(N)    098 41 10.02685(W) AD(       ) 1
 CT1034  NGVD 29 (07/19/86)  434.6    (m)         1426.     (f) VERT ANG       
 CT1034
 CT1034.Superseded values are not recommended for survey control.
 CT1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1034.See file dsdata.txt to determine how the superseded data were derived.
 CT1034
 CT1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2938020912(NAD 83)
 CT1034_MARKER: DS = TRIANGULATION STATION DISK
 CT1034_SETTING: 66 = SET IN ROCK OUTCROP
 CT1034
 CT1034  HISTORY     - Date     Condition        Report By
 CT1034  HISTORY     - 1975     MONUMENTED       NGS
 CT1034
 CT1034                          STATION DESCRIPTION
 CT1034
 CT1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CT1034'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH ON LINE.
 CT1034'
 CT1034'THE STATION IS LOCATED ABOUT 12-1/2 MILES EAST-SOUTHEAST OF
 CT1034'BRECKENRIDGE, 1-1/2 MILES NORTHWEST OF CADDO, ON THE EAST SIDE OF
 CT1034'THE CADDO WATER SUPPLY STANDPIPE AND ON LAND OWNED BY MR. JOE
 CT1034'ROGERS, CADDO, TEXAS, TELEPHONE NUMBER 817-559-3861.
 CT1034'
 CT1034'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 180 AND FARM
 CT1034'ROAD 717, ABOUT 1 MILE NORTHWEST OF CADDO, GO NORTH ON FARM ROAD
 CT1034'717 FOR 0.1 MILE TO REFERENCE MARK 3 ON THE RIGHT, CONTINUE NORTH
 CT1034'ON FARM ROAD 717 FOR 0.25 MILE TO A METAL GATE ON THE LEFT.  TURN
 CT1034'LEFT, PASSING THROUGH GATE, AND GO WESTERLY ON A BLADED ROAD,
 CT1034'UPHILL, FOR 0.25 MILE TO THE TOP OF RIDGE, STANDPIPE AND THE
 CT1034'STATION.
 CT1034'
 CT1034'STATION MARK, A STANDARD DISK STAMPED CADDO 1975, IS CEMENTED IN A
 CT1034'DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2 INCHES ABOVE THE
 CT1034'GROUND SURFACE.  IT IS 63 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 CT1034'THE FENCE AROUND THE STANDPIPE AND 51 FEET EAST OF THE NORTHEAST
 CT1034'CORNER OF THE FENCE.
 CT1034'
 CT1034'REFERENCE MARK 1, A STANDARD DISK STAMPED CADDO NO 1 1975, IS
 CT1034'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 CT1034'THE GROUND SURFACE.  IT IS 3 FEET LOWER THAN THE STATION MARK.
 CT1034'
 CT1034'REFERENCE MARK 2, A STANDARD DISK STAMPED CADDO NO 2 1975, IS
 CT1034'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 CT1034'THE GROUND SURFACE.  IT IS 29 FEET NORTH-NORTHEAST OF THE NORTHEAST
 CT1034'CORNER OF THE FENCE.
 CT1034'
 CT1034'REFERENCE MARK 3, A STANDARD DISK STAMPED CADDO NO 3 1975, IS SET
 CT1034'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CT1034'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 48 FEET EAST OF THE
 CT1034'CENTERLINE OF FARM ROAD 717, 5.5 FEET WEST OF A FENCELINE AND 3
 CT1034'FEET NORTH OF A METAL WITNESS POST.
 CT1034'
 CT1034'HEIGHT OF LIGHT ABOVE STATION MARK 18.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3108 ***********************************************************************
 CS3108  DESIGNATION -  CADDO
 CS3108  PID         -  CS3108
 CS3108  STATE/COUNTY-  TX/JOHNSON
 CS3108  USGS QUAD   -  JOSHUA (1978)
 CS3108
 CS3108                         *CURRENT SURVEY CONTROL
 CS3108  ___________________________________________________________________
 CS3108* NAD 83(1993)-  32 28 54.62203(N)    097 24 31.71014(W)     ADJUSTED  
 CS3108* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 CS3108  ___________________________________________________________________
 CS3108  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 CS3108  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CS3108
 CS3108  HORZ ORDER  -  FIRST
 CS3108
 CS3108.The horizontal coordinates were established by classical geodetic methods
 CS3108.and adjusted by the National Geodetic Survey in February 1996..
 CS3108
 CS3108.The orthometric height was scaled from a topographic map.
 CS3108
 CS3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3108
 CS3108.The geoid height was determined by GEOID03.
 CS3108
 CS3108;                    North         East     Units Scale Factor Converg.
 CS3108;SPC TXNC     - 2,090,927.888   702,557.384   MT  0.99992172   +0 35 42.5
 CS3108;SPC TXNC     - 6,859,985.91  2,304,973.68   sFT  0.99992172   +0 35 42.5
 CS3108;UTM  14      - 3,594,961.110   649,513.449   MT  0.99987566   +0 51 16.8
 CS3108
 CS3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3108!SPC TXNC     -   0.99995331  x   0.99992172  =   0.99987504
 CS3108!UTM  14      -   0.99995331  x   0.99987566  =   0.99982898
 CS3108
 CS3108:                Primary Azimuth Mark                     Grid Az
 CS3108:SPC TXNC     -  CADDO AZ MK                              029 01 02.7
 CS3108:UTM  14      -  CADDO AZ MK                              028 45 28.4
 CS3108
 CS3108|---------------------------------------------------------------------|
 CS3108| PID    Reference Object                     Distance      Geod. Az  |
 CS3108|                                                           dddmmss.s |
 CS3108| CX9088 CADDO AZ MK                                        0293645.2 |
 CS3108| CS3105 CADDO 2                              12.684 METERS 02937     |
 CS3108| CX9089 CADDO RM 1                           11.092 METERS 07915     |
 CS3108| CS3106 JOSHUA LONE STAR GAS CO WTR TK      APPROX. 3.3 KM 1182656.9 |
 CS3108| CX9090 CADDO RM 2                           13.079 METERS 13834     |
 CS3108| CS3107 JOSHUA MUNICIPAL TANK               APPROX. 3.1 KM 1391641.8 |
 CS3108| CS3073 WACO FORT WORTH ARIWAY BCN 48       APPROX.28.5 KM 1553002.8 |
 CS3108| CS3100 CLEBURNE SANTA FE RR RDHSE SK       APPROX.14.2 KM 1692112.4 |
 CS3108| CS3099 CLEBURNE MUNICIPAL TANK             APPROX.12.6 KM 1714506.1 |
 CS3108| CS3098 CLEBURNE JOHNSON CO CTHSE TWR       APPROX.15.1 KM 1715411.1 |
 CS3108|---------------------------------------------------------------------|
 CS3108
 CS3108                          SUPERSEDED SURVEY CONTROL
 CS3108
 CS3108  NAD 83(1986)-  32 28 54.62629(N)    097 24 31.69097(W) AD(       ) 1
 CS3108  NAD 27      -  32 28 54.12300(N)    097 24 30.62700(W) AD(       ) 1
 CS3108
 CS3108.Superseded values are not recommended for survey control.
 CS3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3108.See file dsdata.txt to determine how the superseded data were derived.
 CS3108
 CS3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4951394961(NAD 83)
 CS3108_MARKER: DD = SURVEY DISK
 CS3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3108
 CS3108  HISTORY     - Date     Condition        Report By
 CS3108  HISTORY     - 1946     MONUMENTED       CGS
 CS3108  HISTORY     - 1948     GOOD             CGS
 CS3108  HISTORY     - 1953     GOOD             CGS
 CS3108  HISTORY     - 1954     GOOD             USGS
 CS3108  HISTORY     - 1959     MARK NOT FOUND   USGS
 CS3108  HISTORY     - 1961     GOOD             USGS
 CS3108  HISTORY     - 1964     SEE DESCRIPTION  CGS
 CS3108  HISTORY     - 19940328 MARK NOT FOUND   USPSQD
 CS3108
 CS3108                          STATION DESCRIPTION
 CS3108
 CS3108'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3108'STATION IS LOCATED ABOUT 10 MILES N OF CLEBURNE AND ABOUT 2
 CS3108'MILES NW OF JOSHUA, ON A PROMINENT HILL LOCALLY KNOWN AS CADDO
 CS3108'PEAK.  THE SLOPES OF THE HILL ARE COVERED WITH THICK BRUSH
 CS3108'AND SMALL TREES.  NO OTHER STAMPED MARKS WERE FOUND ON THIS HILL.
 CS3108'
 CS3108'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 CS3108'THE TOP OF CONCRETE POSTS.  STATION DISK IS STAMPED CADDO
 CS3108'1946 AND IS FLUSH WITH THE GROUND.
 CS3108'
 CS3108'REFERENCE MARK 1 IS 36.39 FEET ENE OF THE STATION.  IT IS A
 CS3108'BRONZE REFERENCE DISK IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 CS3108'IT IS STAMPED CADDO NO 1 1946.
 CS3108'
 CS3108'REFERENCE MARK 2 IS 42.91 FEET SE OF THE STATION.  IT IS A
 CS3108'BRONZE REFERENCE DISK IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 CS3108'IT IS STAMPED CADDO NO 2 1946.
 CS3108'
 CS3108'AZIMUTH MARK IS 0.6 MILE NNE OF THE STATION, 43 FEET E OF THE
 CS3108'E GATEPOST OF WIRE GATE, 20 FEET S OF THE CENTER LINE OF ROAD,
 CS3108'5 FEET W OF A WHITE WOODEN WITNESS POST, AND 2 FEET S OF FENCE
 CS3108'LINE.  IT IS A BRONZE AZIMUTH DISK, STAMPED CADDO 1946 AND
 CS3108'SET IN THE TOP OF A CONCRETE POST.  IT IS FLUSH WITH THE
 CS3108'GROUND.  IT WILL BE NECESSARY TO CLEAR TREES AND BRUSH NEAR
 CS3108'THE STATION, TO MAKE THE AZIMUTH MARK VISIBLE FROM THE GROUND.
 CS3108'
 CS3108'TO REACH THE STATION FROM THE POST OFFICE IN JOSHUA, GO N ON
 CS3108'STATE HIGHWAY 174 FOR 1.0 MILE TO A DIRT ROAD LEFT.  TURN
 CS3108'LEFT ON DIRT ROAD AND GO 1.5 MILES TO A T-ROAD LEFT.  TURN
 CS3108'LEFT AND GO W 0.4 MILE TO A T-INTERSECTION.  TURN LEFT AND
 CS3108'FOLLOW DIRT ROAD FOR 0.45 MILE TO A WIRE GATE ON THE LEFT.
 CS3108'TURN LEFT THROUGH GATE AND FOLLOW TRACK ROAD ALONG FENCE
 CS3108'FOR 0.4 MILE THROUGH WOODS TO THE FOOT OF THE PEAK AND THE
 CS3108'END OF TRUCK TRAVEL.  FROM THIS POINT AN OLD TRAIL LEADS TO
 CS3108'THE TOP OF THE PEAK AND THE STATION.  IT IS A 5-MINUTE PACK.
 CS3108'
 CS3108'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 CS3108'N THROUGH WOODS FOR 0.4 MILE TO WIRE GATE.  PASS THROUGH GATE,
 CS3108'TURN RIGHT AND GO E 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CS3108'
 CS3108'*AIRWAY BEACON 50 IS NOT VISIBLE FROM THE GROUND, BUT A SMALL
 CS3108'AMOUNT OF CLEARING OF TREES WOULD MAKE IT VISIBLE FROM THE GROUND.
 CS3108'THIS BEACON IS LOCATED IN THE TOWN OF BURLESON.
 CS3108'
 CS3108'**JOSHUA MUNICIPAL WATER TANK IS NOT VISIBLE FROM THE GROUND,
 CS3108'BUT IT WOULD REQUIRE LESS CLEARING OF TREES AND BRUSH NEAR
 CS3108'THE STATION, TO BE VISIBLE FROM THE GROUND THAN WOULD THE
 CS3108'AZIMUTH MARK.
 CS3108'
 CS3108'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 CS3108
 CS3108                          STATION RECOVERY (1948)
 CS3108
 CS3108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3108'THE STATION WAS RECOVERED AS DESCRIBED BY R.A.M. IN 1946 AND ALL
 CS3108'MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO R.M. NO. 2
 CS3108'IS BELIEVED TO BE SLOPE DISTANCE.  A NEW HORIZONTAL DISTANCE
 CS3108'WILL BE FOUND IN THE BODY OF THE NEW DESCRIPTION.
 CS3108'
 CS3108'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF CLEBURNE AND
 CS3108'ABOUT 2 MILES NORTH-NORTHWEST OF JOSHUA, ON A PROMINENT HILL
 CS3108'KNOWN AS CADDO PEAK.  THE HILL IS COVERED WITH THICK BRUSH
 CS3108'AND SCRUB OAK.  THE DISK IS STAMPED CADDO 1946 AND IS SET FLUSH
 CS3108'WITH THE GROUND.
 CS3108'
 CS3108'REFERENCE MARK NO. 1 IS 36.39 FEET EAST-NORTHEAST OF THE
 CS3108'STATION.  THE DISK IS STAMPED CADDO NO 1 1946 AND IS SET FLUSH
 CS3108'WITH THE GROUND.
 CS3108'
 CS3108'REFERENCE MARK NO. 2 IS 42.78 FEET SOUTHEAST OF THE STATION.
 CS3108'THE DISK IS STAMPED CADDO NO 2 1946 AND IS SET FLUSH WITH THE
 CS3108'GROUND.
 CS3108'
 CS3108'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTH-NORTHEAST
 CS3108'OF THE STATION, 43 FEET EAST OF THE EAST GATE POST, 20 FEET SOUTH
 CS3108'OF THE CENTERLINE OF THE ROAD LEADING TO THE STATION, 5 FEET
 CS3108'WEST OF A WITNESS POST, AND 2 FEET SOUTH OF THE FENCE LINE.
 CS3108'THE DISK IS STAMPED CADDO 1946 AND IS SET FLUSH WITH THE
 CS3108'GROUND.
 CS3108'
 CS3108'TO REACH THE STATION FROM THE POST OFFICE IN JOSHUA GO NORTH
 CS3108'ON STATE HIGHWAY 174 FOR 1.1 MILES TO A SIDE ROAD LEFT.  TURN
 CS3108'LEFT AND FOLLOW THE DIRT ROAD WEST AND NORTH FOR 1.5 MILES TO
 CS3108'A SIDE ROAD LEFT.  TURN LEFT AND GO 0.45 MILE TO A T ROAD
 CS3108'INTERSECTION.  TURN LEFT AND GO 0.15 MILE TO A TURN IN THE ROAD
 CS3108'AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE ON THE DIRT ROAD
 CS3108'FOR 0.3 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT, PASS THRU
 CS3108'THE GATE AND FOLLOW THE TRACK ROAD THRU THE WOODS FOR 0.4
 CS3108'MILE TO THE FOOT OF THE HILL AND THE END OF TRUCK TRAVEL.
 CS3108'FROM HERE PACK SOUTHERLY, ALONG A TRAIL, TO THE TOP OF THE
 CS3108'HILL AND THE STATION AS DESCRIBED.
 CS3108'
 CS3108'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 CS3108'
 CS3108'OBSERVATIONS MADE FROM A 37 FOOT TOWER.
 CS3108'
 CS3108'A 4 FOOT SIGNAL AT GODLEY CAN BE SEEN FROM THE GROUND.
 CS3108'
 CS3108'A 60 FOOT SIGNAL AT DICKESON CAN BE SEEN FROM THE GROUND.
 CS3108'
 CS3108'A 60 FOOT SIGNAL AT SELMAN 1947 CAN BE SEEN FROM THE GROUND.
 CS3108'
 CS3108'A 40 FOOT SIGNAL AT VILLAGE CAN BE SEEN FROM THE GROUND.
 CS3108'
 CS3108'AN 80 FOOT SIGNAL AT EGAN CAN BE SEEN FROM THE GROUND.
 CS3108'
 CS3108'AN 80 FOOT SIGNAL AT KEENE CAN BE SEEN FROM THE GROUND.
 CS3108'
 CS3108'A 74 FOOT SIGNAL AT JOSHUA CAN BE SEEN FROM THE GROUND.
 CS3108'
 CS3108'A 74 FOOT SIGNAL AT CLEBURNE 1946 CAN BE SEEN FROM THE GROUND.
 CS3108'
 CS3108'A 4 FOOT SIGNAL AT ROCK CAN BE SEEN FROM THE GROUND.
 CS3108'
 CS3108'A 4 FOOT SIGNAL AT ROBINSON CAN BE SEEN FROM THE GROUND.
 CS3108'
 CS3108'A 47 FOOT SIGNAL AT CONCORD CAN BE SEEN FROM THE GROUND.
 CS3108'
 CS3108'NOTE--CONSIDERABLE CLEARING WILL BE NECESSARY TO SEE THESE
 CS3108'STATIONS FROM THE GROUND.  A 20 FOOT STAND WILL SEE OVER THE
 CS3108'TOP OF THE BRUSH AND TREES.
 CS3108
 CS3108                          STATION RECOVERY (1953)
 CS3108
 CS3108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3108'ALL MARKS AT THE STATION BUT REFERENCE NO. 2 WERE RECOVERED IN
 CS3108'GOOD CONDITION.  THE TOP OF THE HILL AT THE STATION IS USED AS
 CS3108'A CAMP-FIRE SITE AND IT IS BELIEVED NO. 2 HAS BEEN DESTROYED.
 CS3108
 CS3108                          STATION RECOVERY (1954)
 CS3108
 CS3108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CS3108'THE REFERENCE MARK NO. 2 HAD BEEN REMOVED FROM THE SANDSTONE
 CS3108'OUTCROP BY PRYING IT FROM THE DRILL HOLE.  ALL OTHER MARKS
 CS3108'FOUND IN GOOD CONDITION AS DESCRIBED.
 CS3108
 CS3108                          STATION RECOVERY (1959)
 CS3108
 CS3108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS3108'STATION WAS SEARCHED FOR BUT NOT FOUND.
 CS3108'
 CS3108'REFERENCE MARK 2 HAS PREVIOUSLY BEEN REPORTED DESTROYED AND
 CS3108'REFERENCE MARK 1 COULD NOT BE FOUND.  THERE HAS BEEN SOME
 CS3108'EXTENSIVE DIGGING AT THE STATION SITE, AND HE STATION IS
 CS3108'EITHER BURIED OR DESTROYED.
 CS3108'
 CS3108'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 CS3108
 CS3108                          STATION RECOVERY (1961)
 CS3108
 CS3108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS3108'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 CS3108
 CS3108                          STATION RECOVERY (1964)
 CS3108
 CS3108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 CS3108'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND TO
 CS3108'BE IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE
 CS3108'SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THE REFERENCE
 CS3108'MARKS WERE DESTROYED WHEN THE BRUSH WAS REMOVED FROM THE TOP
 CS3108'OF HILL.
 CS3108'
 CS3108'THE STATION MARK WAS DESTROYED AT THE REQUEST OF THE WESTERN
 CS3108'ELECTRIC COMPANY TO CLEAR THE AREA FOR ERECTING A RADIO TOWER
 CS3108'AND TWO SMALL BUILDINGS AFTER A NEW STATION CADDO 2 WAS SET
 CS3108'AND ITS POSITION WAS ESTABLISHED.
 CS3108'
 CS3108'THE UNDERGROUND STATION MARK WAS LEFT INTACT BUT IT IS BELIEVED
 CS3108'THE MARK MAY BE DESTROYED WHEN THE RADIO TOWER IS BUILT AS
 CS3108'THE FOOTING FOR THE LEGS WILL BE ABOUT 17 FEET IN DEPTH.
 CS3108'
 CS3108'NOTE--SEE DESCRIPTION OF CADDO 2 1964.
 CS3108
 CS3108                          STATION RECOVERY (1994)
 CS3108
 CS3108'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1111 ***********************************************************************
 DN1111  DESIGNATION -  CADDO
 DN1111  PID         -  DN1111
 DN1111  STATE/COUNTY-  TX/HUNT
 DN1111  USGS QUAD   -  GREENVILLE SW (1962)
 DN1111
 DN1111                         *CURRENT SURVEY CONTROL
 DN1111  ___________________________________________________________________
 DN1111* NAD 83(1993)-  33 04 33.74080(N)    096 12 47.09549(W)     ADJUSTED  
 DN1111* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 DN1111  ___________________________________________________________________
 DN1111  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 DN1111  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DN1111
 DN1111  HORZ ORDER  -  SECOND
 DN1111
 DN1111.The horizontal coordinates were established by classical geodetic methods
 DN1111.and adjusted by the National Geodetic Survey in February 1996..
 DN1111
 DN1111.The orthometric height was scaled from a topographic map.
 DN1111
 DN1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1111
 DN1111.The geoid height was determined by GEOID03.
 DN1111
 DN1111;                    North         East     Units Scale Factor Converg.
 DN1111;SPC TXNC     - 2,158,608.804   813,492.274   MT  0.99987271   +1 14 50.2
 DN1111;SPC TXNC     - 7,082,035.72  2,668,932.57   sFT  0.99987271   +1 14 50.2
 DN1111;UTM  14      - 3,663,171.442   760,160.510   MT  1.00043461   +1 31 18.6
 DN1111
 DN1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1111!SPC TXNC     -   0.99997699  x   0.99987271  =   0.99984970
 DN1111!UTM  14      -   0.99997699  x   1.00043461  =   1.00041159
 DN1111
 DN1111|---------------------------------------------------------------------|
 DN1111| PID    Reference Object                     Distance      Geod. Az  |
 DN1111|                                                           dddmmss.s |
 DN1111| CX9092 CADDO RM 1                           23.999 METERS 01337     |
 DN1111| CX9093 CADDO RM 2                           22.875 METERS 20335     |
 DN1111| CX9091 CADDO AZ MK                                        2314826.9 |
 DN1111| DN1112 CADDO MILLS MUNICIPAL TANK          APPROX. 1.9 KM 2322224.4 |
 DN1111|---------------------------------------------------------------------|
 DN1111
 DN1111                          SUPERSEDED SURVEY CONTROL
 DN1111
 DN1111  NAD 83(1993)-  33 04 33.74402(N)    096 12 47.09036(W) AD(       ) 2
 DN1111  NAD 83(1986)-  33 04 33.74762(N)    096 12 47.08218(W) AD(       ) 2
 DN1111  NAD 27      -  33 04 33.32700(N)    096 12 46.16400(W) AD(       ) 2
 DN1111
 DN1111.Superseded values are not recommended for survey control.
 DN1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1111.See file dsdata.txt to determine how the superseded data were derived.
 DN1111
 DN1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6016163171(NAD 83)
 DN1111_MARKER: DS = TRIANGULATION STATION DISK
 DN1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1111_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1111
 DN1111  HISTORY     - Date     Condition        Report By
 DN1111  HISTORY     - 1950     MONUMENTED       CGS
 DN1111  HISTORY     - 1957     GOOD             CGS
 DN1111  HISTORY     - 1971     GOOD             BGAS
 DN1111  HISTORY     - 1972     SEE DESCRIPTION  NGS
 DN1111  HISTORY     - 19940422 MARK NOT FOUND   USPSQD
 DN1111
 DN1111                          STATION DESCRIPTION
 DN1111
 DN1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DN1111'THE STATION IS LOCATED ABOUT 1.0 MILE NORTHEAST OF THE VILLAGE
 DN1111'OF CADDO MILLS ALONG THE NORTHWEST SIDE OF U.S. HIGHWAY
 DN1111'67.  IT IS 54 FEET NORTHWEST OF THE CENTERLINE OF THE
 DN1111'HIGHWAY AND 30 FEET WEST-SOUTHWEST OF THE CENTERLINE OF A
 DN1111'DRIVEWAY.  THE MARK IS ABOUT 16 INCHES BELOW THE SURFACE OF
 DN1111'THE GROUND AND THE DISK IS STAMPED CADDO 1950.
 DN1111'
 DN1111'REFERENCE MARK NO. 1 IS 17 FEET EAST-NORTHEAST OF THE CENTERLINE
 DN1111'OF THE DRIVEWAY.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 DN1111'GROUND AND THE DISK IS STAMPED CADDO NO 1 1950.
 DN1111'
 DN1111'REFERENCE MARK NO. 2 IS 17 FEET NORTHWEST OF THE CENTERLINE
 DN1111'OF HIGHWAY 67.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 DN1111'GROUND AND THE DISK IS STAMPED CADDO NO 2 1950.
 DN1111'
 DN1111'AZIMUTH MARK IS 0.55 MILE SOUTHWEST OF THE STATION, 23 FEET
 DN1111'NORTHWEST OF THE CENTERLINE OF HIGHWAY 67 AND 3 FEET EAST
 DN1111'OF A WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 DN1111'GROUND AND THE DISK IS STAMPED CADDO 1950.
 DN1111'
 DN1111'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY
 DN1111'67 IN THE VILLAGE OF CADDO MILLS, GO EAST ON HIGHWAY 67 FOR
 DN1111'0.6 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.55 MILE
 DN1111'TO A DRIVEWAY ON THE LEFT AND THE STATION AS DESCRIBED.
 DN1111'
 DN1111'A 64 FT. SIGNAL AT HENDRICKS, WEST, GREENVILLE MAG 1935 IS
 DN1111'VISIBLE AT 10 FT.
 DN1111'
 DN1111'A 64 FT. SIGNAL AT FLOYD IS VISIBLE AT 37 FT.
 DN1111'
 DN1111'A 4 FT SIGNAL AT ATCHESON IS VISIBLE AT 10 FT.
 DN1111'
 DN1111'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1111
 DN1111                          STATION RECOVERY (1957)
 DN1111
 DN1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DN1111'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1111'IN GOOD CONDITION AS DESCRIBED.  DID NOT LOCATE THE AZIMUTH
 DN1111'MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1111
 DN1111                          STATION RECOVERY (1971)
 DN1111
 DN1111'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1971 (ES)
 DN1111'CADDO - GOOD CONDITION.  REF 2 SEARCHED FOR BUT NOT RECOVERED.
 DN1111'AZIMUTH SEARCHED FOR BUT NOT RECOVERED.
 DN1111
 DN1111                          STATION RECOVERY (1972)
 DN1111
 DN1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CLN)
 DN1111'THE STATION SUB-SURFACE MARK WAS RECOVERED AND FOUND IN GOOD
 DN1111'CONDITION.  THE STATION SURFACE MARK, REFERENCE MARKS NO. 1 AND 2
 DN1111'AND THE AZIMUTH MARK WERE FOUND TO HAVE BEEN HIT BY ROAD
 DN1111'MACHINERY AND ALL MARKS WERE SLIGHTLY TILTED.  A NEW STATION
 DN1111'SURFACE MARK WAS ESTABLISHED AND REFERENCE MARK 3 ESTABLISHED.
 DN1111'
 DN1111'A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO THE
 DN1111'REFERENCE MARKS AND AZIMUTH MARK.  ALL MARKS WERE LEFT AS
 DN1111'FOUND AND A NEW DISTANCE AND DIRECTION WERE TAKEN TO THE
 DN1111'MARKS.
 DN1111'
 DN1111'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DN1111'
 DN1111'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF GREENVILLE,
 DN1111'1 MILE NORTHEAST OF CADDO MILLS AND ON THE NORTHEAST SIDE OF
 DN1111'STATE HIGHWAY 66.
 DN1111'
 DN1111'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66
 DN1111'AND 36 IN CADDO MILLS, GO NORTHEASTERLY ON STATE HIGHWAY 66
 DN1111'FOR 0.4 MILE TO BENCH MARK R 926 1946 ON RIGHT, AT RAILROAD
 DN1111'CONCRETE BRIDGE.  CONTINUE STRAIGHT AHEAD NORTHEAST ON
 DN1111'STATE HIGHWAY 66 FOR 0.1 MILE TO THE AZIMUTH MARK 1950 ON
 DN1111'THE LEFT.  CONTINUE STRAIGHT AHEAD NORTHEAST ON STATE HIGHWAY
 DN1111'66 FOR 0.65 MILE TO DRIVE-WAY ON THE LEFT LEADING TO FARM
 DN1111'HOUSE AND STATION ON THE LEFT.
 DN1111'
 DN1111'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DN1111'CONCRETE MARK, THAT IS ABOUT 20-INCHES BELOW THE SURFACE
 DN1111'OF THE GROUND AND IS STAMPED CADDO 1950 1972.  IT IS 53
 DN1111'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 66, 33 FEET
 DN1111'SOUTHWEST OF THE CENTER OF DRIVE-WAY, 41 FEET NORTH OF THE
 DN1111'NORTH END OF A CONCRETE CULVERT OF FIELD APPROACH ROAD AND
 DN1111'15.8 FEET NORTHWEST OF A HI-LINE POLE.
 DN1111'
 DN1111'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A
 DN1111'SQUARE CONCRETE POST, WHICH IS SLIGHTLY TILTED, PROJECTS ABOUT
 DN1111'2-INCHES AND IS STAMPED CADDO NO 1 1950.  IT IS 104 FEET
 DN1111'NORTHWEST OF THE CENTER OF STATE HIGHWAY 66, 92 FEET NORTH OF
 DN1111'A HI-LINE POLE AND 16 FEET NORTHEAST OF THE CENTER OF DRIVE-WAY,
 DN1111'LEADING TO FARM HOUSE.
 DN1111'
 DN1111'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF
 DN1111'A SQUARE CONCRETE POST, WHICH IS SLIGHTLY TILTED, ABOUT
 DN1111'2-INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 DN1111'CADDO NO 2 1950.  IT IS 66 FEET SOUTHWEST OF A HI-LINE POLE,
 DN1111'18 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 66 AND 16
 DN1111'FEET SOUTH OF THE SOUTH END OF CONCRETE CULVERT OF FIELD
 DN1111'APPROACH ROAD.
 DN1111'
 DN1111'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A
 DN1111'ROUND CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS
 DN1111'STAMPED CADDO 1950 NO 3 1972.  IT IS 43 FEET EAST OF THE
 DN1111'CENTER OF STATE HIGHWAY 66, 22 FEET SOUTHWEST OF A POWER-LINE
 DN1111'POLE, 2 FEET SOUTH OF FENCE, 2 FEET NORTH OF A METAL WITNESS
 DN1111'POST AND 1-FOOT EAST OF FENCE.
 DN1111'
 DN1111'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 DN1111'CONCRETE POST, THAT IS SLIGHTLY TILTED, FLUSH WITH THE GROUND
 DN1111'AND IS STAMPED CADDO 1950.  IT IS 66 FEET SOUTHWEST OF THE
 DN1111'CENTER OF DRIVE-WAY TO SERVICE STATION, 45 FEET SOUTH OF
 DN1111'A TEAXCO SIGN POLE, 40 FEET NORTHEAST OF THE CENTER OF DRIVE-WAY
 DN1111'TO SERVICE STATION AND 23 FEET NORTH OF THE CENTER OF STATE
 DN1111'HIGHWAY 66.
 DN1111'
 DN1111'BENCH MARK R 926 1946 IS A STANDARD BENCH MARK DISK, SET
 DN1111'IN A DRILL HOLE AT THE EAST END OF THE NORTHWEST HEAD-WALL
 DN1111'OF RAILROAD CONCRETE BRIDGE AND IS STAMPED R 926 1946.  THE
 DN1111'MARK IS ABOUT 200 FEET SOUTH OF STATE HIGHWAY 66.
 DN1111'
 DN1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CADDO MILLS
 DN1111'1-MILE NE
 DN1111
 DN1111                          STATION RECOVERY (1994)
 DN1111
 DN1111'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1069 ***********************************************************************
 CT1069  DESIGNATION -  CADDO 2
 CT1069  PID         -  CT1069
 CT1069  STATE/COUNTY-  TX/CALLAHAN
 CT1069  USGS QUAD   -  ROWDEN (1987)
 CT1069
 CT1069                         *CURRENT SURVEY CONTROL
 CT1069  ___________________________________________________________________
 CT1069* NAD 83(1993)-  32 10 23.89990(N)    099 16 36.82445(W)     ADJUSTED  
 CT1069* NAVD 88     -       637.     (meters)    2090.     (feet)  SCALED    
 CT1069  ___________________________________________________________________
 CT1069  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 CT1069  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CT1069
 CT1069  HORZ ORDER  -  SECOND
 CT1069
 CT1069.The horizontal coordinates were established by classical geodetic methods
 CT1069.and adjusted by the National Geodetic Survey in February 1996..
 CT1069
 CT1069.The orthometric height was scaled from a topographic map.
 CT1069
 CT1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1069
 CT1069.The geoid height was determined by GEOID03.
 CT1069
 CT1069;                    North         East     Units Scale Factor Converg.
 CT1069;SPC TXNC     - 2,056,453.673   526,728.567   MT  0.99998917   -0 25 25.4
 CT1069;SPC TXNC     - 6,746,881.76  1,728,108.64   sFT  0.99998917   -0 25 25.4
 CT1069;SPC TX C     - 3,278,369.087   799,645.435   MT  1.00009078   +0 32 38.9
 CT1069;SPC TX C     -10,755,782.58  2,623,503.40   sFT  1.00009078   +0 32 38.9
 CT1069;UTM  14      - 3,559,679.155   473,894.994   MT  0.99960840   -0 08 50.8
 CT1069
 CT1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1069!SPC TXNC     -   0.99990423  x   0.99998917  =   0.99989340
 CT1069!SPC TX C     -   0.99990423  x   1.00009078  =   0.99999500
 CT1069!UTM  14      -   0.99990423  x   0.99960840  =   0.99951267
 CT1069
 CT1069|---------------------------------------------------------------------|
 CT1069| PID    Reference Object                     Distance      Geod. Az  |
 CT1069|                                                           dddmmss.s |
 CT1069| CX6838 CADDO 2 RM 3                         11.967 METERS 02247     |
 CT1069| CT1070 WEST ET USGS 1961                    10.649 METERS 12109     |
 CT1069| CX7719 CADDO AZ MK                                        1791447.1 |
 CT1069| CX7721 CADDO RM 2                            4.681 METERS 21607     |
 CT1069|---------------------------------------------------------------------|
 CT1069
 CT1069                          SUPERSEDED SURVEY CONTROL
 CT1069
 CT1069  NAD 83(1986)-  32 10 23.90664(N)    099 16 36.81307(W) AD(       ) 2
 CT1069  NAD 27      -  32 10 23.41980(N)    099 16 35.56820(W) AD(       ) 2
 CT1069
 CT1069.Superseded values are not recommended for survey control.
 CT1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1069.See file dsdata.txt to determine how the superseded data were derived.
 CT1069
 CT1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA7389559679(NAD 83)
 CT1069_MARKER: DS = TRIANGULATION STATION DISK
 CT1069_SETTING: 0 = UNSPECIFIED SETTING
 CT1069
 CT1069  HISTORY     - Date     Condition        Report By
 CT1069  HISTORY     - 1961     MONUMENTED       CGS
 CT1069
 CT1069                          STATION DESCRIPTION
 CT1069
 CT1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1069'THE STATION IS ON THE TOP OF A LONE ROUND-TOPPED PEAK, LOCALLY
 CT1069'KNOWN AS WEST CADDO PEAK, APPROXIMATELY 7 MILES NORTHWEST OF
 CT1069'CROSS PLAINS, 2 MILES SOUTHEAST OF ROWDEN, 2 MILES NORTHWEST
 CT1069'OF EAST CADDO PEAK, 0.2 MILE NORTHEAST OF STATE HIGHWAY 36 AND
 CT1069'ON PROPERTY OWNED BY MRS. PAUL MC COWEN OF SAN ANGELO, TEXAS.
 CT1069'
 CT1069'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND
 CT1069'STATE HIGHWAY 36 WHICH IS APPROXIMATELY 12 MILES SOUTH OF BAIRD,
 CT1069'GO SOUTHEAST ON HIGHWAY 36 FOR 3.6 MILES TO THE ROWDEN STORE
 CT1069'ON THE LEFT.  CONTINUE SOUTHEAST ON HIGHWAY 36 FOR 4.4 MILES
 CT1069'TO A SIDE ROAD ON THE RIGHT AT AN OLD HOUSE ON THE RIGHT.*
 CT1069'CONTINUE SOUTHEAST ON HIGHWAY 36 FOR 0.2 MILE TO THE TOP
 CT1069'OF RISE AND THE STATION HILL ON THE LEFT.  PACK NORTHEAST,
 CT1069'UPHILL FOR APPROXIMATELY 15 MINUTES TO THE TOP OF THE HILL AND
 CT1069'THE STATION.
 CT1069'
 CT1069'STATION MARKS ARE STANDARD DISKS STAMPED CADDO 2 1961.  THE
 CT1069'SURFACE DISK IS BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE
 CT1069'WHICH PROJECTS 10 INCHES.  THE UNDERGROUND DISK IS SET IN AN
 CT1069'IRREGULAR MASS OF CONCRETE 24 INCHES BELOW THE SURFACE OF
 CT1069'THE GROUND.
 CT1069'
 CT1069'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CADDO NO 2 1935,
 CT1069'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 CT1069'FLUSH WITH THE SURFACE OF THE GROUND.
 CT1069'
 CT1069'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CADDO 2 NO 3 1961,
 CT1069'IS BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS
 CT1069'10 INCHES.
 CT1069'
 CT1069'AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED CADDO AZI 1935,
 CT1069'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 CT1069'IT IS 46.5 FEET NORTH OF THE CENTER OF A WIRE GATE, 32.5 FEET
 CT1069'EAST OF THE CENTER OF A GRAVEL ROAD, 5.3 FEET EAST OF A METAL
 CT1069'WITNESS POST AND 4.5 FEET EAST OF A FENCE.
 CT1069'
 CT1069'WEST-ET 1960 (USGS), A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 CT1069'DISK STAMPED WEST-ET 1960, IS SET IN A SQUARE CONCRETE POST WHICH
 CT1069'PROJECTS 1 INCH.  IT IS ON THE HIGHEST PART OF THE HILL.
 CT1069'
 CT1069'*TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD ON THE RIGHT AT
 CT1069'AN OLD HOUSE ON THE RIGHT, GO SOUTH ON A GRAVEL ROAD FOR 0.45
 CT1069'MILE TO A T-INTERSECTION.  TURN LEFT, EAST, SOUTH AND EAST
 CT1069'ON A GRADED ROAD FOR 0.85 MILE TO A SIDE ROAD ON THE RIGHT
 CT1069'AT A CEMETERY ON THE RIGHT.  TURN RIGHT, SOUTH, ON THE GRADED
 CT1069'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT, JUST BEFORE
 CT1069'REACHING A WIRE GATE ON THE LEFT.
 CT1069'
 CT1069'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3105 ***********************************************************************
 CS3105  DESIGNATION -  CADDO 2
 CS3105  PID         -  CS3105
 CS3105  STATE/COUNTY-  TX/JOHNSON
 CS3105  USGS QUAD   -  JOSHUA (1978)
 CS3105
 CS3105                         *CURRENT SURVEY CONTROL
 CS3105  ___________________________________________________________________
 CS3105* NAD 83(1993)-  32 28 54.98000(N)    097 24 31.47007(W)     ADJUSTED  
 CS3105* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 CS3105  ___________________________________________________________________
 CS3105  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 CS3105  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CS3105
 CS3105  HORZ ORDER  -  SECOND
 CS3105
 CS3105.The horizontal coordinates were established by classical geodetic methods
 CS3105.and adjusted by the National Geodetic Survey in February 1996..
 CS3105.No horizontal observational check was made to the station.
 CS3105
 CS3105.The orthometric height was scaled from a topographic map.
 CS3105
 CS3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3105
 CS3105.The geoid height was determined by GEOID03.
 CS3105
 CS3105;                    North         East     Units Scale Factor Converg.
 CS3105;SPC TXNC     - 2,090,938.979   702,563.537   MT  0.99992171   +0 35 42.6
 CS3105;SPC TXNC     - 6,860,022.30  2,304,993.87   sFT  0.99992171   +0 35 42.6
 CS3105;UTM  14      - 3,594,972.228   649,519.551   MT  0.99987568   +0 51 17.0
 CS3105
 CS3105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3105!SPC TXNC     -   0.99995331  x   0.99992171  =   0.99987503
 CS3105!UTM  14      -   0.99995331  x   0.99987568  =   0.99982900
 CS3105
 CS3105:                Primary Azimuth Mark                     Grid Az
 CS3105:SPC TXNC     -  CADDO AZ MK                              029 01 03.9
 CS3105:UTM  14      -  CADDO AZ MK                              028 45 29.5
 CS3105
 CS3105|---------------------------------------------------------------------|
 CS3105| PID    Reference Object                     Distance      Geod. Az  |
 CS3105|                                                           dddmmss.s |
 CS3105| CX9088 CADDO AZ MK                                        0293646.5 |
 CS3105| CS2971 BURLESON MUNICIPAL TANK             APPROX.10.5 KM 0501338.7 |
 CS3105| CX9097 CADDO 2 RM 3                          5.895 METERS 06750     |
 CS3105| CS3106 JOSHUA LONE STAR GAS CO WTR TK      APPROX. 3.3 KM 1184019.3 |
 CS3105| CS3107 JOSHUA MUNICIPAL TANK               APPROX. 3.1 KM 1392958.5 |
 CS3105| CX9098 CADDO 2 RM 4                          7.475 METERS 14504     |
 CS3105| CS3108 CADDO                                12.684 METERS 20937     |
 CS3105|---------------------------------------------------------------------|
 CS3105
 CS3105                          SUPERSEDED SURVEY CONTROL
 CS3105
 CS3105  NAD 83(1986)-  32 28 54.98426(N)    097 24 31.45090(W) AD(       ) 2
 CS3105  NAD 27      -  32 28 54.48100(N)    097 24 30.38700(W) AD(       ) 2
 CS3105
 CS3105.Superseded values are not recommended for survey control.
 CS3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3105.See file dsdata.txt to determine how the superseded data were derived.
 CS3105
 CS3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4952094972(NAD 83)
 CS3105_MARKER: DS = TRIANGULATION STATION DISK
 CS3105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3105_STAMPING: CADDO 2 1964
 CS3105_MARK LOGO: CGS   
 CS3105_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3105+STABILITY: SURFACE MOTION
 CS3105
 CS3105  HISTORY     - Date     Condition        Report By
 CS3105  HISTORY     - 1964     MONUMENTED       CGS
 CS3105  HISTORY     - 19940328 MARK NOT FOUND   USPSQD
 CS3105  HISTORY     - 20000305 GOOD             NGS
 CS3105  HISTORY     - 20000308 GOOD             NGS
 CS3105
 CS3105                          STATION DESCRIPTION
 CS3105
 CS3105'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 CS3105'THE STATION IS ABOUT 10 MILES NORTH OF CLEBURNE, ABOUT 7 MILES
 CS3105'SOUTHWEST OF BURLESON, AND ABOUT 2 MILES NORTH NORTHWEST OF
 CS3105'JOSHUA, ON A PROMINENT HILL KNOW AS CADDO PEAK.
 CS3105'
 CS3105'TO REACH THE STATION FROM THE POST OFFICE IN JOSHUA, GO NORTH
 CS3105'ON MAIN STREET AND A BLACKTOP ROAD FOR 1.1 MILES TO A SIDE ROAD
 CS3105'ON THE LEFT (JOHNSON CO. ROAD 913 PREC. NO. 2).  TURN LEFT
 CS3105'AND FOLLOW THE ROCK COVERED ROAD, EASTERLY, FOR 1.45 MILES
 CS3105'TO A T-ROAD JUNCTION.  TURN LEFT AND CONTINUE ON THE COUNTY
 CS3105'ROAD 913 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, JUST
 CS3105'AFTER THE ROAD TURNS TO THE RIGHT.  CONTINUE WEST AND SOUTH
 CS3105'ON THE COUNTY ROAD FOR 0.3 MILE TO A LOCKED GATE ON THE LEFT.
 CS3105'(TO OBTAIN KEY FOLLOW THE COUNTY ROAD, WEST AND SOUTH, FOR
 CS3105'0.6 MILE TO THE HOME OF MR. W.W. BLACKLOCK.) PASS THROUGH
 CS3105'THE GATE AND FOLLOW THE GRAVELED ROAD, SOUTHERLY FOR 0.45 MILE
 CS3105'TO TOP OF HILL AND THE STATION.
 CS3105'
 CS3105'STATION MARKS ARE STANDARD DISKS STAMPED CADDO 2 1964.  THE
 CS3105'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 CS3105'THE SURFACE OF THE GROUND.  IT IS ON THE NORTH RIM OF THE HILL,
 CS3105'ABOUT 40 FEET NORTH OF A WESTERN ELECTRIC RADIO TOWER, AND 2
 CS3105'FEET NORTHWEST OF A METAL WITNESS POST.  THE UNDER GROUND DISK
 CS3105'IS SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE
 CS3105'SURFACE OF THE GROUND.
 CS3105'
 CS3105'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CADDO 2 NO 3
 CS3105'1964, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS3105'ABOUT 6 INCHES.  IT IS ON THE NORTH SLOPE OF THE HILL ABOUT
 CS3105'3 FEET LOWER THAN THE STATION.
 CS3105'
 CS3105'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CADDO 2 NO 4 1964,
 CS3105'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 3
 CS3105'INCHES.  IT IS ON THE NORTHEAST RIM OF THE HILL ABOUT THE
 CS3105'SAME ELEVATION AS THE STATION.
 CS3105'
 CS3105'AZIMUTH MARK, A STANDARD DISK STAMPED CADDO 1946, IS SET IN A
 CS3105'12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CS3105'IT IS 77 FEET WEST OF THE EXTENDED CENTER LINE OF THE NORTH-SOUTH
 CS3105'ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 CS3105'44 FEET EAST OF THE EAST GATE POST OF A METAL GATE, AND 2 FEET
 CS3105'SOUTH OF THE FENCE LINE.
 CS3105'
 CS3105'NOTE--THE REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CS3105
 CS3105                          STATION RECOVERY (1994)
 CS3105
 CS3105'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3105'MARK NOT FOUND.
 CS3105
 CS3105                          STATION RECOVERY (2000)
 CS3105
 CS3105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 CS3105'THERE IS A NEW TO REACH, FROM THE JOUSHA POST OFFICE ON HWY 174,
 CS3105'GO NORTH ON HWY 174, THEN RIGHT ON COUNTY ROAD 917, ONE BLOCK,
 CS3105'THEN TURN RIGHT ON MAIN STREET.  FROM THIS POINT FOLLOW THE
 CS3105'ORIGINAL TO REACH TO THE STATION.
 CS3105
 CS3105                          STATION RECOVERY (2000)
 CS3105
 CS3105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (HJ)
 CS3105'MARK WAS FOUND IN VERY GOOD CONDITION.  SHOULD HAVE A NEW TO REACH
 CS3105'DESCRIPTION AS FOLLOWS SINCE THE STARTING POINT, POST OFFICE, IS NO
 CS3105'LONGER VALID, AS THE POST OFFICE HAS MOVED TO HIGHWAY 174.  NEW
 CS3105'INSTRUCTIONS WOULD BE MORE LIKE, -FROM JOSHUA POST OFFICE ON HIGHWAY
 CS3105'174, GO NORTH ON 174, THEN RIGHT ON COUNTY ROAD 917, ONE BLOCK, THEN
 CS3105'TURN RIGHT ON MAIN STREET, FROM THERE THE OLD INSTRUCTIONS ARE
 CS3105'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1112 ***********************************************************************
 DN1112  DESIGNATION -  CADDO MILLS MUNICIPAL TANK
 DN1112  PID         -  DN1112
 DN1112  STATE/COUNTY-  TX/HUNT
 DN1112  USGS QUAD   -  GREENVILLE SW (1962)
 DN1112
 DN1112                         *CURRENT SURVEY CONTROL
 DN1112  ___________________________________________________________________
 DN1112* NAD 83(1993)-  33 03 57.06713(N)    096 13 43.59301(W)     ADJUSTED  
 DN1112* NAVD 88     -                                                        
 DN1112  ___________________________________________________________________
 DN1112  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 DN1112  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN1112
 DN1112  HORZ ORDER  -  THIRD
 DN1112
 DN1112.The horizontal coordinates were established by classical geodetic methods
 DN1112.and adjusted by the National Geodetic Survey in February 1996..
 DN1112
 DN1112
 DN1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1112
 DN1112.The geoid height was determined by GEOID03.
 DN1112
 DN1112;                    North         East     Units Scale Factor Converg.
 DN1112;SPC TXNC     - 2,157,447.617   812,051.854   MT  0.99987265   +1 14 19.4
 DN1112;SPC TXNC     - 7,078,226.06  2,664,206.79   sFT  0.99987265   +1 14 19.4
 DN1112;UTM  14      - 3,662,002.721   758,724.866   MT  1.00042542   +1 30 46.2
 DN1112
 DN1112                          SUPERSEDED SURVEY CONTROL
 DN1112
 DN1112  NAD 83(1993)-  33 03 57.07051(N)    096 13 43.58777(W) AD(       ) 4
 DN1112  NAD 83(1986)-  33 03 57.07383(N)    096 13 43.57987(W) AD(       ) 4
 DN1112  NAD 27      -  33 03 56.65100(N)    096 13 42.66200(W) AD(       ) 3
 DN1112
 DN1112.Superseded values are not recommended for survey control.
 DN1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1112.See file dsdata.txt to determine how the superseded data were derived.
 DN1112
 DN1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5872562003(NAD 83)
 DN1112_MARKER: 53 = ELEVATED TANK
 DN1112
 DN1112  HISTORY     - Date     Condition        Report By
 DN1112  HISTORY     - 1950     FIRST OBSERVED   CGS
 DN1112  HISTORY     - 1957     GOOD             CGS
 DN1112  HISTORY     - 1960     GOOD             CGS
 DN1112  HISTORY     - 19940422 GOOD             USPSQD
 DN1112
 DN1112                          STATION DESCRIPTION
 DN1112
 DN1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DN1112'THE STATION IS LOCATED IN THE VILLAGE OF CADDO MILLS.  IT
 DN1112'IS A 4 LEGGED STEEL STRUCTURE, PAINTED BLACK AND SILVER.
 DN1112'THE TANK IS APPROXIMATLY 125 FEET HIGH.
 DN1112'
 DN1112'THE POINT INTERSECTED WAS THE BALL ON TOP OF TANK.
 DN1112'
 DN1112'TO REACH FROM THE POST OFFICE, GO WEST 0.1 MILE TO THE TANK
 DN1112'ON THE LEFT.
 DN1112
 DN1112                          STATION RECOVERY (1957)
 DN1112
 DN1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DN1112'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1112'FOR PROCEEDING TO TANK SITE ARE CORRECT.
 DN1112
 DN1112                          STATION RECOVERY (1960)
 DN1112
 DN1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DN1112'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1112'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1112
 DN1112                          STATION RECOVERY (1994)
 DN1112
 DN1112'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1035 ***********************************************************************
 CT1035  DESIGNATION -  CADDO MUN STANDPIPE
 CT1035  PID         -  CT1035
 CT1035  STATE/COUNTY-  TX/STEPHENS
 CT1035  USGS QUAD   -  CADDO (1982)
 CT1035
 CT1035                         *CURRENT SURVEY CONTROL
 CT1035  ___________________________________________________________________
 CT1035* NAD 83(1993)-  32 43 31.94431(N)    098 41 12.11030(W)     ADJUSTED  
 CT1035* NAVD 88     -                                                        
 CT1035  ___________________________________________________________________
 CT1035  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CT1035  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT1035
 CT1035  HORZ ORDER  -  THIRD
 CT1035
 CT1035.The horizontal coordinates were established by classical geodetic methods
 CT1035.and adjusted by the National Geodetic Survey in February 1996..
 CT1035
 CT1035
 CT1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1035
 CT1035.The geoid height was determined by GEOID03.
 CT1035
 CT1035;                    North         East     Units Scale Factor Converg.
 CT1035;SPC TXNC     - 2,117,433.975   582,500.674   MT  0.99988872   -0 06 06.6
 CT1035;SPC TXNC     - 6,946,947.97  1,911,087.63   sFT  0.99988872   -0 06 06.6
 CT1035;UTM  14      - 3,620,904.354   529,357.773   MT  0.99961063   +0 10 09.8
 CT1035
 CT1035                          SUPERSEDED SURVEY CONTROL
 CT1035
 CT1035  NAD 83(1986)-  32 43 31.94580(N)    098 41 12.09641(W) AD(       ) 4
 CT1035  NAD 27      -  32 43 31.49673(N)    098 41 10.87684(W) AD(       ) 3
 CT1035
 CT1035.Superseded values are not recommended for survey control.
 CT1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1035.See file dsdata.txt to determine how the superseded data were derived.
 CT1035
 CT1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2935820904(NAD 83)
 CT1035_MARKER: 52 = STANDPIPE TANK
 CT1035
 CT1035  HISTORY     - Date     Condition        Report By
 CT1035  HISTORY     - 1975     FIRST OBSERVED   NGS
 CT1035
 CT1035                          STATION DESCRIPTION
 CT1035
 CT1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CT1035'THE CENTER OF THE CADDO MUNICIPAL STANDPIPE, LOCATED 1-1/2 MILES
 CT1035'NORTHWEST OF CADDO.  THE METAL STANDPIPE IS PAINTED SILVER AND IS
 CT1035'ABOUT 60 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5763 ***********************************************************************
 AW5763  DESIGNATION -  CADE
 AW5763  PID         -  AW5763
 AW5763  STATE/COUNTY-  TX/GALVESTON
 AW5763  USGS QUAD   -  CAPLEN (1994)
 AW5763
 AW5763                         *CURRENT SURVEY CONTROL
 AW5763  ___________________________________________________________________
 AW5763* NAD 83(1993)-  29 29 02.28938(N)    094 33 51.08095(W)     ADJUSTED  
 AW5763* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 AW5763  ___________________________________________________________________
 AW5763  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW5763  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW5763
 AW5763  HORZ ORDER  -  SECOND
 AW5763
 AW5763.The horizontal coordinates were established by classical geodetic methods
 AW5763.and adjusted by the National Geodetic Survey in February 1996..
 AW5763
 AW5763.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5763
 AW5763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5763
 AW5763.The geoid height was determined by GEOID03.
 AW5763
 AW5763;                    North         East     Units Scale Factor Converg.
 AW5763;SPC TXSC     - 4,191,090.447 1,030,031.321   MT  0.99986661   +2 10 23.4
 AW5763;SPC TXSC     -13,750,269.24  3,379,361.09   sFT  0.99986661   +2 10 23.4
 AW5763;UTM  15      - 3,262,626.173   348,353.402   MT  0.99988376   -0 46 12.0
 AW5763
 AW5763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5763!SPC TXSC     -   1.00000371  x   0.99986661  =   0.99987032
 AW5763!UTM  15      -   1.00000371  x   0.99988376  =   0.99988747
 AW5763
 AW5763|---------------------------------------------------------------------|
 AW5763| PID    Reference Object                     Distance      Geod. Az  |
 AW5763|                                                           dddmmss.s |
 AW5763| CV8771 CADE RM 1                            14.931 METERS 04653     |
 AW5763| CV8770 CADE AZ MK                                         2643911.5 |
 AW5763| CV8772 CADE RM 2                            15.890 METERS 29834     |
 AW5763|---------------------------------------------------------------------|
 AW5763
 AW5763                          SUPERSEDED SURVEY CONTROL
 AW5763
 AW5763  NAD 83(1993)-  29 29 02.30111(N)    094 33 51.06967(W) AD(       ) 2
 AW5763  NAD 83(1986)-  29 29 02.30731(N)    094 33 51.06126(W) AD(       ) 2
 AW5763  NAD 27      -  29 29 01.46960(N)    094 33 50.36860(W) AD(       ) 2
 AW5763  NGVD 29 (07/19/86)    3.2    (m)           10.     (f) VERT ANG       
 AW5763
 AW5763.Superseded values are not recommended for survey control.
 AW5763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5763.See file dsdata.txt to determine how the superseded data were derived.
 AW5763
 AW5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN4835362626(NAD 83)
 AW5763_MARKER: DS = TRIANGULATION STATION DISK
 AW5763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5763
 AW5763  HISTORY     - Date     Condition        Report By
 AW5763  HISTORY     - 1963     MONUMENTED       CGS
 AW5763  HISTORY     - 1974     GOOD             NGS
 AW5763  HISTORY     - 1977     GOOD             NGS
 AW5763  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW5763  HISTORY     - 20020611 MARK NOT FOUND   USPSQD
 AW5763  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW5763
 AW5763                          STATION DESCRIPTION
 AW5763
 AW5763'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5763'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF CAPLEN,
 AW5763'1 MILE SOUTH OF INTERCOASTAL WATERWAY.
 AW5763'
 AW5763'TO REACH THE STATION FROM THE CANAL BRIDGE IN THE WEST EDGE OF
 AW5763'GILCHRIST, GO SOUTHWEST ON STATE HIGHWAY 87 FOR 3.5 MILES TO THE
 AW5763'SUN OIL CO. OFFICES ON THE RIGHT.  CONTINUE SOUTHWEST ON STATE
 AW5763'HIGHWAY 87 FOR 0.45 MILE TO A CROSSROAD.  TURN LEFT AND GO
 AW5763'SOUTHERLY ON PRIVATE SHELL ROAD FOR 0.2 MILE TO A SMALL TRAFFIC
 AW5763'TRIANGLE BY WELL NUMBER 3.  BEAR RIGHT ON SANDY TRACK ROAD
 AW5763'FOR 0.15 MILES TO A JUNCTION OF TRACK ROADS JUST SOUTH OF CADE
 AW5763'ESTATES WELL NUMBER 4, AND STATION SITE.
 AW5763'
 AW5763'THE STATION IS A STANDARD DISK STAMPED CADE 1963, SET IN A
 AW5763'10-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.
 AW5763'IT IS 111.5 FEET EAST OF A OIL WELL NUMBER 4.  9.4 FEET SOUTH
 AW5763'OF THE CENTER OF A TRACK ROAD.  9.7 FEET EAST OF THE CENTER
 AW5763'OF A TRACK ROAD.
 AW5763'
 AW5763'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CADE NO. 1 1963,
 AW5763'SET IN A 10-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AW5763'GROUND SURFACE.  IT IS 142.7 FEET SOUTHEAST OF OIL WELL NUMBER 4.
 AW5763'65.0 FEET EAST OF THE CENTER OF A TRACK ROAD.  9.0 FEET NORTH
 AW5763'OF THE CENTER OF A TRACK ROAD.
 AW5763'
 AW5763'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CADE NO. 2 1963,
 AW5763'SET IN A 10-INCH CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND
 AW5763'SURFACE.  IT IS 63.0 FEET EAST OF OIL WELL NUMBER 4.  9.6 FEET
 AW5763'WEST OF THE CENTER OF A TRACK ROAD.  36.3 FEET NORTH OF THE
 AW5763'CENTER OF A TRACK ROAD.
 AW5763'
 AW5763'AZIMUTH MARK IS A STANDARD DISK STAMPED CADE 1963, SET IN A
 AW5763'10-INCH CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND SURFACE.
 AW5763'IT IS 1.1 FEET SOUTH OF A FENCE.  59.0 FEET WEST OF STATE HIGHWAY
 AW5763'87.  2.3 FEET EAST OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS
 AW5763'POST AND SIGN.
 AW5763'
 AW5763'TO REACH THE AZIMUTH MARK FROM STATE HIGHWAY 87 AND THE ENTRANCE
 AW5763'TO THE STATION, GO WEST ON STATE HIGHWAY 87 FOR 0.4 MILES TO THE
 AW5763'AZIMUTH MARK ON THE RIGHT.
 AW5763'
 AW5763'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 AW5763
 AW5763                          STATION RECOVERY (1974)
 AW5763
 AW5763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AW5763'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 AW5763'IT WAS NOTED ON THE LIST OF DIRECTIONS FOR 1963 THE MEASUREMENTS
 AW5763'TO REFERENCE MARKS WERE REVERSED.  THE ANGLE BETWEEN THE AZIMUTH
 AW5763'MARK AND REFERENCE MARK 2 WAS 35.9 SECONDS HIGHER WHILE THE ANGLE
 AW5763'FROM THE AZIMUTH MARK TO REFERENCE MARK 1 WAS 47.1 SECONDS LOWER.
 AW5763'A NEW DESCRIPTION FOLLOWS.
 AW5763'
 AW5763'THE STATION IS LOCATED ABOUT 4 MILES WEST OF GILCHRIST, 2 MILES
 AW5763'EAST OF CRYSTAL BEACH AND 1 MILE SOUTH OF THE INTERCOASTAL
 AW5763'WATERWAY.
 AW5763'
 AW5763'TO REACH THE STATION FROM THE CANAL BRIDGE IN GILCHRIST GO SOUTHWEST
 AW5763'ON STATE HIGHWAY 87 FOR 3.5 MILES TO SUN OIL COMPANY OFFICES ON
 AW5763'THE RIGHT.  CONTINUE SOUTHWEST ON STATE HIGHWAY 87 FOR 0.45 MILE
 AW5763'TO A SIDE ROAD LEFT.  (TO REACH THE AZIMUTH MARK CONTINUE
 AW5763'SOUTHWEST ON STATE HIGHWAY 87 FOR 0.45 MILE TO THE MARK ON THE
 AW5763'RIGHT).  TURN LEFT AND GO SOUTH ON SHELL ROAD FOR 0.2 MILE TO A
 AW5763'CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.15 MILE TO THE STATION
 AW5763'ON LEFT AND OIL WELL NO. 4.
 AW5763'
 AW5763'THE STATION MARK IS A STANDARD DISK STAMPED CADE 1963 SET IN
 AW5763'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 AW5763'WITH THE GROUND.  IT IS 112 FEET SOUTH-SOUTHEAST OF OIL WELL NO.
 AW5763'4, 9 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 2.2 FEET
 AW5763'NORTHWEST OF A METAL WITNESS POST.
 AW5763'
 AW5763'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED CADE NO 1 1963,
 AW5763'SET IN THE TOP OF A 10-INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 AW5763'THE GROUND.  IT IS 63 FEET EAST OF OIL WELL NO. 4, 10 FEET NORTH
 AW5763'OF THE CENTER OF TRACK ROAD AND 35 FEET NORTHEAST OF THE CENTER
 AW5763'OF A TRACK ROAD.
 AW5763'
 AW5763'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED CADE NO 2 1963,
 AW5763'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 AW5763'FLUSH WITH THE GROUND.  IT IS 140 FEET EAST OF OIL WELL NO. 4,
 AW5763'60 FEET EAST OF THE CENTER OF TRACK ROAD AND 9 FEET NORTH OF
 AW5763'THE CENTER OF TRACK ROAD.
 AW5763'
 AW5763'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CADE 1963, SET IN
 AW5763'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 AW5763'WITH THE GROUND.  IT IS 60 FEET NORTH OF THE CENTERLINE OF STATE
 AW5763'HIGHWAY 87, 1.1 FEET SOUTH OF A FENCE AND 1.5 FEET SOUTHEAST
 AW5763'OF A METAL WITNESS POST.
 AW5763'
 AW5763'AIRLINE DISTANCE FROM NEAREST TOWN--2 MILES EAST OF CRYSTAL BEACH
 AW5763
 AW5763                          STATION RECOVERY (1977)
 AW5763
 AW5763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW5763'STATION MARK, REFERENCE MARK NUMBER 2 AND THE AZIMUTH MARK WERE
 AW5763'RECOVERED AND FOUND IN GOOD CONDITION.  A SEARCH FOR REFERENCE MARK
 AW5763'NUMBER 1 WAS MADE BUT NOT RECOVERED.  THE 1963 DESCRIPTION IS
 AW5763'ADEQUATE.
 AW5763'
 AW5763'FOLLOWING ARE THE 1963 OBSERVATIONS AND MEASUREMENTS.
 AW5763'
 AW5763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES SW
 AW5763'OF CAPLEN.
 AW5763
 AW5763                          STATION RECOVERY (2001)
 AW5763
 AW5763'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW5763'MARK NOT FOUND.
 AW5763
 AW5763                          STATION RECOVERY (2002)
 AW5763
 AW5763'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW5763'OIL WELL 4 NO LONGER EXISTS TO PROVIDE REFERENCE POINT.  HOWEVER
 AW5763'MARKER PROBABLY STILL EXISTS UNDER HEAVY VEGETATION COVER.
 AW5763
 AW5763                          STATION RECOVERY (2004)
 AW5763
 AW5763'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1273 ***********************************************************************
 AJ1273  DESIGNATION -  CAGE
 AJ1273  PID         -  AJ1273
 AJ1273  STATE/COUNTY-  TX/BROOKS
 AJ1273  USGS QUAD   -  PALOMAS RANCH (1968)
 AJ1273
 AJ1273                         *CURRENT SURVEY CONTROL
 AJ1273  ___________________________________________________________________
 AJ1273* NAD 83(1993)-  27 08 24.95560(N)    098 15 03.27292(W)     ADJUSTED  
 AJ1273* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 AJ1273  ___________________________________________________________________
 AJ1273  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AJ1273  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AJ1273
 AJ1273  HORZ ORDER  -  FIRST
 AJ1273
 AJ1273.The horizontal coordinates were established by classical geodetic methods
 AJ1273.and adjusted by the National Geodetic Survey in February 1996..
 AJ1273
 AJ1273.The orthometric height was scaled from a topographic map.
 AJ1273
 AJ1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1273
 AJ1273.The geoid height was determined by GEOID03.
 AJ1273
 AJ1273;                    North         East     Units Scale Factor Converg.
 AJ1273;SPC TX S     - 5,163,286.723   324,690.195   MT  0.99989773   +0 06 47.1
 AJ1273;SPC TX S     -16,939,883.19  1,065,254.41   sFT  0.99989773   +0 06 47.1
 AJ1273;UTM  14      - 3,002,192.448   574,229.999   MT  0.99966802   +0 20 30.2
 AJ1273
 AJ1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1273!SPC TX S     -   0.99999552  x   0.99989773  =   0.99989325
 AJ1273!UTM  14      -   0.99999552  x   0.99966802  =   0.99966354
 AJ1273
 AJ1273:                Primary Azimuth Mark                     Grid Az
 AJ1273:SPC TX S     -  FALFURRIAS RADIO STA KPSO MAST           035 43 22.8
 AJ1273:UTM  14      -  FALFURRIAS RADIO STA KPSO MAST           035 29 39.7
 AJ1273
 AJ1273|---------------------------------------------------------------------|
 AJ1273| PID    Reference Object                     Distance      Geod. Az  |
 AJ1273|                                                           dddmmss.s |
 AJ1273| AJ1266 FALFURRIAS RADIO STA KPSO MAST      APPROX.13.2 KM 0355009.9 |
 AJ1273| AJ1272 FALFURRIAS NEW MUNICIPAL TANK       APPROX.13.7 KM 0445855.8 |
 AJ1273| CV2998 CAGE RM 1                            26.908 METERS 04621     |
 AJ1273| CV2999 CAGE RM 2                            20.797 METERS 15829     |
 AJ1273| CV2997 CAGE AZ MK                                         3553924.2 |
 AJ1273|---------------------------------------------------------------------|
 AJ1273
 AJ1273                          SUPERSEDED SURVEY CONTROL
 AJ1273
 AJ1273  NAD 83(1986)-  27 08 24.96352(N)    098 15 03.24554(W) AD(       ) 1
 AJ1273  NAD 27      -  27 08 23.80300(N)    098 15 02.22030(W) AD(       ) 1
 AJ1273
 AJ1273.Superseded values are not recommended for survey control.
 AJ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1273.See file dsdata.txt to determine how the superseded data were derived.
 AJ1273
 AJ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7423002192(NAD 83)
 AJ1273_MARKER: DS = TRIANGULATION STATION DISK
 AJ1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1273
 AJ1273  HISTORY     - Date     Condition        Report By
 AJ1273  HISTORY     - 1961     MONUMENTED       CGS
 AJ1273
 AJ1273                          STATION DESCRIPTION
 AJ1273
 AJ1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1273'THE STATION IS APPROXIMATELY 9 MILES SOUTHWEST OF FALFURRIAS,
 AJ1273'8 MILES SOUTH OF STATE HIGHWAY 285, 6-1/2 MILES WEST OF U.S.
 AJ1273'HIGHWAY 281, ON THE CAGE RANCH WHICH IS OWNED BY MR. J.L.
 AJ1273'CAGE WHO LIVES IN FALFURRIAS.
 AJ1273'
 AJ1273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1273'AND STATE HIGHWAY 285 IN FALFURRIAS, GO WEST ON HIGHWAY 285 FOR
 AJ1273'1.8 MILES TO A CROSSROAD.  (FARM ROAD 754 ON THE RIGHT.)
 AJ1273'TURN LEFT, SOUTH, ON A SURFACED ROAD FOR 2.5 MILES TO A
 AJ1273'T-INTERSECTION.  TURN RIGHT, WESTERLY, ON A SURFACED ROAD
 AJ1273'FOR 4.65 MILES TO A LOCKED GATE ON THE LEFT.  TURN LEFT
 AJ1273'THROUGH THE LOCKED GATE AND GO SOUTHERLY ON A CALICHE ROAD
 AJ1273'FOR 2.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AJ1273'SOUTHERLY ON THE CALICHE ROAD FOR 0.35 MILE TO A DIM SAND
 AJ1273'ROAD STRAIGHT AHEAD AND WHERE THE CALICHE ROAD CURVES TO THE
 AJ1273'EAST AND THE STATION ON THE LEFT.
 AJ1273'
 AJ1273'STATION MARKS ARE STANDARD DISKS STAMPED CAGE 1960.  THE SURFACE
 AJ1273'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 AJ1273'IT IS 107 FEET NORTH OF THE CENTER OF THE CALICHE ROAD, 92
 AJ1273'FEET EAST OF THE CENTER OF THE CALICHE ROAD AND 5 FEET SOUTH
 AJ1273'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 AJ1273'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF
 AJ1273'THE GROUND.
 AJ1273'
 AJ1273'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CAGE NO 1 1960,
 AJ1273'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AJ1273'IT IS 172 FEET EAST OF THE CENTER OF THE CALICHE ROAD AND
 AJ1273'163 FEET NORTH OF THE CENTER OF THE CALICHE ROAD.
 AJ1273'
 AJ1273'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CAGE NO 2 1960,
 AJ1273'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AJ1273'IT IS 91 FEET EAST OF THE CENTER OF THE CALICHE ROAD AND
 AJ1273'42 FEET NORTH OF THE CENTER OF CALICHE ROAD.
 AJ1273'
 AJ1273'AZIMUTH MARK, A STANDARD DISK STAMPED CAGE 1960, IS SET IN A
 AJ1273'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 62 FEET
 AJ1273'WEST OF THE CENTER OF THE CALICHE ROAD, 1.5 FEET SOUTH OF A
 AJ1273'METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.
 AJ1273'
 AJ1273'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1273'
 AJ1273'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2059 ***********************************************************************
 AY2059  DESIGNATION -  CAIN
 AY2059  PID         -  AY2059
 AY2059  STATE/COUNTY-  TX/UVALDE
 AY2059  USGS QUAD   -  UVALDE (1971)
 AY2059
 AY2059                         *CURRENT SURVEY CONTROL
 AY2059  ___________________________________________________________________
 AY2059* NAD 83(1993)-  29 07 37.09179(N)    099 49 49.44578(W)     ADJUSTED  
 AY2059* NAVD 88     -       290.1    (meters)     952.     (feet)  VERTCON   
 AY2059  ___________________________________________________________________
 AY2059  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AY2059  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY2059
 AY2059  HORZ ORDER  -  FIRST
 AY2059
 AY2059.The horizontal coordinates were established by classical geodetic methods
 AY2059.and adjusted by the National Geodetic Survey in February 1996..
 AY2059
 AY2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2059
 AY2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2059
 AY2059.The geoid height was determined by GEOID03.
 AY2059
 AY2059;                    North         East     Units Scale Factor Converg.
 AY2059;SPC TXSC     - 4,143,656.297   519,196.857   MT  0.99986979   -0 24 24.6
 AY2059;SPC TXSC     -13,594,645.70  1,703,398.36   sFT  0.99986979   -0 24 24.6
 AY2059;UTM  14      - 3,222,337.888   419,216.481   MT  0.99968053   -0 24 15.2
 AY2059
 AY2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2059!SPC TXSC     -   0.99995804  x   0.99986979  =   0.99982783
 AY2059!UTM  14      -   0.99995804  x   0.99968053  =   0.99963858
 AY2059
 AY2059|---------------------------------------------------------------------|
 AY2059| PID    Reference Object                     Distance      Geod. Az  |
 AY2059|                                                           dddmmss.s |
 AY2059| AY2058 CAIN ET USGS 1972                     8.731 METERS 02837     |
 AY2059| CV4429 CAIN AZ MK                                         1865638.4 |
 AY2059| CV4430 CAIN RM 1                             7.948 METERS 30413     |
 AY2059|---------------------------------------------------------------------|
 AY2059
 AY2059                          SUPERSEDED SURVEY CONTROL
 AY2059
 AY2059  NAD 83(1986)-  29 07 37.08949(N)    099 49 49.42590(W) AD(       ) 1
 AY2059  NAD 27      -  29 07 36.21882(N)    099 49 48.21458(W) AD(       ) 1
 AY2059  NGVD 29 (07/19/86)  290.0    (m)          951.     (f) VERT ANG       
 AY2059
 AY2059.Superseded values are not recommended for survey control.
 AY2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2059.See file dsdata.txt to determine how the superseded data were derived.
 AY2059
 AY2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT1921622338(NAD 83)
 AY2059_MARKER: DS = TRIANGULATION STATION DISK
 AY2059_SETTING: 66 = SET IN ROCK OUTCROP
 AY2059_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AY2059
 AY2059  HISTORY     - Date     Condition        Report By
 AY2059  HISTORY     - 1972     MONUMENTED       NGS
 AY2059
 AY2059                          STATION DESCRIPTION
 AY2059
 AY2059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2059'THE STATION IS ABOUT 13 MILES NORTH AND 1-1/2 MILES EAST OF LA PRYOR,
 AY2059'5-1/2 MILES SOUTH AND 2-1/2 MILES WEST OF UVALDE, 0.3 MILE WEST OF
 AY2059'U.S. HIGHWAY 83, ON THE SUMMIT OF A SMALL KNOLL AND ON PROPERTY
 AY2059'OWNED BY CHARLES M. CAIN.
 AY2059'
 AY2059'TO REACH THE STATION FROM THE POST OFFICE IN UVALDE, GO SOUTH ON U.S.
 AY2059'HIGHWAY 83 FOR 0.5 MILE TO THE JUNCTION WITH FARM ROAD 117.  BEAR
 AY2059'RIGHT AND GO SOUTHWEST ON U.S. HIGHWAY 83 FOR 6.6 MILES TO A FORK.
 AY2059'TAKE THE RIGHT FORK, PAVED ROAD, AND GO SOUTH-SOUTHWEST FOR 0.05
 AY2059'MILE TO A SIDE ROAD AND A GATE ON THE RIGHT.  TURN RIGHT, PASSING
 AY2059'THROUGH GATE AND GO WEST FOR ABOUT 50 FEET TO A CLEARED
 AY2059'RIGHT-OF-WAY FOR UNDERGROUND TELEPHONE CABLE.  TURN RIGHT AND
 AY2059'GO NORTH ON RIGHT-OF-WAY FOR 0.7 MILE.  TURN LEFT AND GO WEST FOR
 AY2059'0.1 MILE TO THE TOP OF KNOLL AND THE STATION.
 AY2059'
 AY2059'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON U.S. HIGHWAY
 AY2059'83 FOR 0.6 MILE TO THE MARK ON THE LEFT.
 AY2059'
 AY2059'STATION MARK IS A STANDARD DISK, STAMPED CAIN 1972, CEMENTED IN A
 AY2059'DRILL HOLE IN BEDROCK, THAT IS 10 INCHES BELOW THE GROUND SURFACE.
 AY2059'IT IS 5.2 FEET NORTH-NORTHEAST OF A WITNESS POST.
 AY2059'
 AY2059'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAIN NO 1 1972, CEMENTED
 AY2059'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS
 AY2059'25.8 FEET WEST-NORTHWEST OF THE WITNESS POST AND ABOUT THE SAME
 AY2059'ELEVATION AS THE STATION.
 AY2059'
 AY2059'CAIN ET (USGS) IS A METAL DISK OF THE U.S. GEOLOGICAL SURVEY, STAMPED
 AY2059'CAIN ET 1959, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT,
 AY2059'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 33.7 FEET
 AY2059'NORTH-NORTHEAST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION
 AY2059'AS THE STATION.
 AY2059'
 AY2059'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAIN 1972, CEMENTED IN A
 AY2059'DRILL HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE
 AY2059'CULVERT.  IT IS 39.0 FEET EAST OF A FENCE, 21.5 FEET WEST OF THE
 AY2059'CENTER OF U.S. HIGHWAY 83 AND 2.4 FEET NORTHWEST OF A WITNESS
 AY2059'POST.
 AY2059'
 AY2059'HEIGHT OF LIGHT ABOVE STATION MARK 1.81 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0655 ***********************************************************************
 BN0655  DESIGNATION -  CAIN
 BN0655  PID         -  BN0655
 BN0655  STATE/COUNTY-  TX/GILLESPIE
 BN0655  USGS QUAD   -  CAIN CITY (1963)
 BN0655
 BN0655                         *CURRENT SURVEY CONTROL
 BN0655  ___________________________________________________________________
 BN0655* NAD 83(1993)-  30 11 25.05641(N)    098 49 07.34616(W)     ADJUSTED  
 BN0655* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 BN0655  ___________________________________________________________________
 BN0655  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 BN0655  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 BN0655
 BN0655  HORZ ORDER  -  SECOND
 BN0655
 BN0655.The horizontal coordinates were established by classical geodetic methods
 BN0655.and adjusted by the National Geodetic Survey in February 1996..
 BN0655
 BN0655.The orthometric height was scaled from a topographic map.
 BN0655
 BN0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0655
 BN0655.The geoid height was determined by GEOID03.
 BN0655
 BN0655;                    North         East     Units Scale Factor Converg.
 BN0655;SPC TX C     - 3,059,041.067   845,853.756   MT  0.99998116   +0 46 48.4
 BN0655;SPC TX C     -10,036,203.90  2,775,105.20   sFT  0.99998116   +0 46 48.4
 BN0655;SPC TXSC     - 4,261,236.332   617,458.339   MT  0.99997445   +0 05 19.7
 BN0655;SPC TXSC     -13,980,406.20  2,025,777.90   sFT  0.99997445   +0 05 19.7
 BN0655;UTM  14      - 3,339,885.598   517,451.823   MT  0.99960376   +0 05 28.2
 BN0655
 BN0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0655!SPC TX C     -   0.99991212  x   0.99998116  =   0.99989328
 BN0655!SPC TXSC     -   0.99991212  x   0.99997445  =   0.99988657
 BN0655!UTM  14      -   0.99991212  x   0.99960376  =   0.99951592
 BN0655
 BN0655|---------------------------------------------------------------------|
 BN0655| PID    Reference Object                     Distance      Geod. Az  |
 BN0655|                                                           dddmmss.s |
 BN0655| CV4427 CAIN RM 1                             9.017 METERS 01847     |
 BN0655| CV4426 CAIN AZ MK                                         0335545.5 |
 BN0655| CV4428 CAIN RM 2                            13.720 METERS 28240     |
 BN0655| BN0672 FREDERICKSBURG S MUNICIPAL TK       APPROX.10.1 KM 3220610.2 |
 BN0655| BN0671 FREDERICKSBURG N MUNICIPAL TK       APPROX.11.8 KM 3293100.6 |
 BN0655| BN0674 FREDERICKSBURG RAD KNAF MAST        APPROX.12.6 KM 3293458.7 |
 BN0655| BN0675 FREDERICKSBURG ST MARYS CHURCH      APPROX.11.1 KM 3294420.4 |
 BN0655| BN0669 FREDERICKSBURG ZIONS LUTH CH        APPROX.11.8 KM 3303848.6 |
 BN0655| BN0665 FREDERICKSBURG CROSS MTN CROSS      APPROX.12.5 KM 3371222.1 |
 BN0655|---------------------------------------------------------------------|
 BN0655
 BN0655                          SUPERSEDED SURVEY CONTROL
 BN0655
 BN0655  NAD 83(1986)-  30 11 25.06562(N)    098 49 07.33191(W) AD(       ) 2
 BN0655  NAD 27      -  30 11 24.32580(N)    098 49 06.19160(W) AD(       ) 2
 BN0655
 BN0655.Superseded values are not recommended for survey control.
 BN0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0655.See file dsdata.txt to determine how the superseded data were derived.
 BN0655
 BN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1745239886(NAD 83)
 BN0655_MARKER: DS = TRIANGULATION STATION DISK
 BN0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0655
 BN0655  HISTORY     - Date     Condition        Report By
 BN0655  HISTORY     - 1956     MONUMENTED       CGS
 BN0655  HISTORY     - 1965     GOOD             BGAS
 BN0655  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0655
 BN0655                          STATION DESCRIPTION
 BN0655
 BN0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0655'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF FREDERICKSBURG,
 BN0655'1/2 MILE SOUTHWEST OF THE SMALL SETTLEMENT OF CAIN CITY,
 BN0655'95 FEET WEST OF A FENCE AND 7 FEET NORTH OF A 4 IN X 4 IN
 BN0655'WHITE WITNESS POST.  IT IS ON THE PROPERTY OF MR. L.A. MARCUARDT.
 BN0655'
 BN0655'TO REACH THE STATION FROM THE POST OFFICE IN FREDERICKSBURG,
 BN0655'GO SOUTHEAST ON U.S. HIGHWAY 290 FOR 3.0 MILES TO A HARD
 BN0655'SURFACED ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON THE
 BN0655'SURFACED ROAD FOR 4.1 MILES TO A SURFACED ROAD ON THE LEFT,
 BN0655'CONTINUE SOUTH FOR 0.5 MILE TO A GRADED DIRT ROAD ON THE
 BN0655'LEFT, TURN SHARP LEFT ON THE DIRT ROAD AND GO 0.1 MILE TO
 BN0655'A WIRE GATE ON THE LEFT (CONTINUE STRAIGHT AHEAD FOR 0.4
 BN0655'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED), TURN
 BN0655'LEFT, PASSING THROUGH THE GATE AND TURN RIGHT ALONG THE
 BN0655'FENCE FOR 0.15 MILE TO THE STATION.
 BN0655'
 BN0655'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 BN0655'CAIN 1956.
 BN0655'
 BN0655'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK
 BN0655'IS STAMPED CAIN NO 1 1956.
 BN0655'
 BN0655'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK
 BN0655'IS STAMPED CAIN NO 2 1956.
 BN0655'
 BN0655'THE AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF THE DIRT
 BN0655'ROAD, 2 FEET EAST OF A 4 IN X 4 IN WHITE WITNESS POST AND
 BN0655'1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES, AND
 BN0655'THE DISK IS STAMPED CAIN 1956.
 BN0655'
 BN0655'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 BN0655
 BN0655                          STATION RECOVERY (1965)
 BN0655
 BN0655'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 BN0655'STATION WAS VISITED JULY 27 AND ALL MARKS WERE FOUND IN
 BN0655'GOOD CONDITION.
 BN0655'
 BN0655'THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 BN0655
 BN0655                          STATION RECOVERY (1993)
 BN0655
 BN0655'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2058 ***********************************************************************
 AY2058  DESIGNATION -  CAIN ET USGS 1972
 AY2058  PID         -  AY2058
 AY2058  STATE/COUNTY-  TX/UVALDE
 AY2058  USGS QUAD   -  UVALDE (1971)
 AY2058
 AY2058                         *CURRENT SURVEY CONTROL
 AY2058  ___________________________________________________________________
 AY2058* NAD 83(1993)-  29 07 37.34074(N)    099 49 49.29112(W)     ADJUSTED  
 AY2058* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 AY2058  ___________________________________________________________________
 AY2058  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AY2058  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY2058
 AY2058  HORZ ORDER  -  SECOND
 AY2058
 AY2058.The horizontal coordinates were established by classical geodetic methods
 AY2058.and adjusted by the National Geodetic Survey in February 1996..
 AY2058
 AY2058.The orthometric height was scaled from a topographic map.
 AY2058
 AY2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2058
 AY2058.The geoid height was determined by GEOID03.
 AY2058
 AY2058;                    North         East     Units Scale Factor Converg.
 AY2058;SPC TXSC     - 4,143,663.931   519,201.092   MT  0.99986978   -0 24 24.5
 AY2058;SPC TXSC     -13,594,670.75  1,703,412.25   sFT  0.99986978   -0 24 24.5
 AY2058;UTM  14      - 3,222,345.521   419,220.715   MT  0.99968052   -0 24 15.1
 AY2058
 AY2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2058!SPC TXSC     -   0.99996652  x   0.99986978  =   0.99983630
 AY2058!UTM  14      -   0.99996652  x   0.99968052  =   0.99964705
 AY2058
 AY2058                          SUPERSEDED SURVEY CONTROL
 AY2058
 AY2058  NAD 83(1986)-  29 07 37.33844(N)    099 49 49.27124(W) AD(       ) 2
 AY2058  NAD 27      -  29 07 36.46777(N)    099 49 48.05991(W) AD(       ) 2
 AY2058
 AY2058.Superseded values are not recommended for survey control.
 AY2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2058.See file dsdata.txt to determine how the superseded data were derived.
 AY2058
 AY2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT1922122346(NAD 83)
 AY2058_MARKER: DD = SURVEY DISK
 AY2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2058+STABILITY: SURFACE MOTION
 AY2058
 AY2058  HISTORY     - Date     Condition        Report By
 AY2058  HISTORY     - 1972     MONUMENTED       USGS
 AY2058  HISTORY     - 20021110 MARK NOT FOUND   USPSQD
 AY2058
 AY2058                          STATION DESCRIPTION
 AY2058
 AY2058'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (ILC)
 AY2058'THE STATION, CAIN ET (USGS), IS A METAL DISK OF THE U.S. GEOLOGICAL
 AY2058'SURVEY, STAMPED CAIN ET 1959, SET IN THE TOP OF AN 8-INCH SQUARE
 AY2058'CONCRETE MONUMENT, THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS
 AY2058'33.7 FEET NORTH-NORTHEAST OF A WITNESS POST.
 AY2058'
 AY2058'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CAIN, THE
 AY2058'DISTANCE BEING 8.731 METERS (28.64 FEET) NORTH-NORTHEAST OF STATION
 AY2058'CAIN.
 AY2058'
 AY2058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM
 AY2058'ROAD 117 AT THE SOUTH EDGE OF UVALDE, GO SOUTHWEST ON U.S. HIGHWAY
 AY2058'83 FOR 6.6 MILES TO A FORK, TAKE THE RIGHT FORK, A PAVED ROAD, AND
 AY2058'GO SOUTH-SOUTHWEST FOR 0.05 MILE TO A SIDE ROAD AND A GATE ON THE
 AY2058'RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE AND GO WEST FOR ABOUT 50
 AY2058'FEET TO A CLEARED RIGHT-OF-WAY FOR AN UNDERGROUND TELEPHONE CABLE.
 AY2058'TURN RIGHT AND GO NORTH, FOLLOWING THE RIGHT-OF-WAY FOR 0.7 MILE.  AT
 AY2058'THIS POINT TURN LEFT AND GO WEST FOR 0.1 MILE TO THE TOP OF A KNOLL
 AY2058'AND THE STATION.
 AY2058
 AY2058                          STATION RECOVERY (2002)
 AY2058
 AY2058'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY2058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0446 ***********************************************************************
 BQ0446  DESIGNATION -  CAIRN NEAR STA CAPOTE 1934
 BQ0446  PID         -  BQ0446
 BQ0446  STATE/COUNTY-  TX/PRESIDIO
 BQ0446  USGS QUAD   -  CAPOTE PEAK (1978)
 BQ0446
 BQ0446                         *CURRENT SURVEY CONTROL
 BQ0446  ___________________________________________________________________
 BQ0446* NAD 83(1993)-  30 16 45.71034(N)    104 33 02.67352(W)     ADJUSTED  
 BQ0446* NAVD 88     -      1893.     (meters)    6211.     (feet)  SCALED    
 BQ0446  ___________________________________________________________________
 BQ0446  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 BQ0446  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 BQ0446
 BQ0446  HORZ ORDER  -  SECOND
 BQ0446
 BQ0446.The horizontal coordinates were established by classical geodetic methods
 BQ0446.and adjusted by the National Geodetic Survey in February 1996..
 BQ0446
 BQ0446.The orthometric height was scaled from a topographic map.
 BQ0446
 BQ0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0446
 BQ0446.The geoid height was determined by GEOID03.
 BQ0446
 BQ0446;                    North         East     Units Scale Factor Converg.
 BQ0446;SPC TXSC     - 4,283,768.218    66,137.027   MT  0.99999886   -2 43 09.8
 BQ0446;SPC TXSC     -14,054,329.56    216,984.56   sFT  0.99999886   -2 43 09.8
 BQ0446;UTM  13      - 3,349,827.218   543,208.174   MT  0.99962303   +0 13 35.5
 BQ0446
 BQ0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0446!SPC TXSC     -   0.99970640  x   0.99999886  =   0.99970526
 BQ0446!UTM  13      -   0.99970640  x   0.99962303  =   0.99932954
 BQ0446
 BQ0446                          SUPERSEDED SURVEY CONTROL
 BQ0446
 BQ0446  NAD 83(1986)-  30 16 45.70329(N)    104 33 02.67098(W) AD(       ) 2
 BQ0446  NAD 27      -  30 16 45.16000(N)    104 33 00.94000(W) AD(       ) 2
 BQ0446
 BQ0446.Superseded values are not recommended for survey control.
 BQ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0446.See file dsdata.txt to determine how the superseded data were derived.
 BQ0446
 BQ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4320849827(NAD 83)
 BQ0446_MARKER: 72 = CAIRN
 BQ0446
 BQ0446  HISTORY     - Date     Condition        Report By
 BQ0446  HISTORY     - 1934     FIRST OBSERVED   CGS
 BQ0446
 BQ0446                          STATION DESCRIPTION
 BQ0446
 BQ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BQ0446'ON THE HIGHEST POINT OF CAPOTE MOUNTAIN WHICH IS ABOUT 21 MILES
 BQ0446'SOUTH OF VALENTINE, 13 MILES NORTHEAST OF CANDELARIA, AND
 BQ0446'3-1/2 MILES SOUTH-SOUTHEAST OF BRITES RANCH, 22 FEET SOUTHWEST
 BQ0446'OF A 7-FOOT ROCK CAIRN.
 BQ0446'
 BQ0446'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE GO E ON
 BQ0446'U.S. HIGHWAY 90 FOR 0.3 MILE TO SOUTHERN PACIFIC RAILROAD
 BQ0446'CROSSING, CONTINUE ON U.S. HIGHWAY 90 FOR 50 YARDS, TURN
 BQ0446'RIGHT, S, ONTO AN UNIMPROVED DIRT ROAD JUST W OF AN ADOBE
 BQ0446'HOUSE, GO 1.8 MILES TO A CATTLE GUARD, CROSS THE CATTLE GUARD
 BQ0446'AND CONTINUE STRAIGHT AHEAD, SOUTHERLY, ON THE MAIN-TRAVELED
 BQ0446'ROAD 0.6 MILE TO A FORKS, KEEP STRAIGHT AHEAD ON RIGHT FORK,
 BQ0446'MAIN-TRAVELED ROAD, GO 2.4 MILES TO FORKS, KEEP STRAIGHT
 BQ0446'AHEAD ON LEFT FORK, GO 1.1 MILES TO A CATTLE GUARD, CROSS
 BQ0446'CATTLE GUARD AND CONTINUE SOUTHERLY 1.5 MILES TO FORKS, KEEP
 BQ0446'STRAIGHT AHEAD S ON LEFT FORK, GO 4.5 MILES TO SOME SMALL
 BQ0446'TANKS ON THE RIGHT AND CROSSROADS, CONTINUE S ON THE
 BQ0446'MAIN-TRAVELED ROAD FOR 5.9 MILES TO BRITES RANCH, BEAR
 BQ0446'LEFT THROUGH A CATTLE GUARD, GO 0.8 MILE TO FORKS, TAKE
 BQ0446'THE RIGHT FORK, GO 1.0 MILE TO FORKS, TAKE RIGHT FORK, GO
 BQ0446'1.5 MILES TO A WIRE GATE, TURN RIGHT ALONG FENCE AND GO
 BQ0446'WESTERLY 1.0 MILE TO A FENCE CORNER, FROM THIS POINT HEAD
 BQ0446'SOUTHWESTERLY TOWARD THE MOUTH OF A LARGE CANYON, GO 0.3
 BQ0446'MILE TO THE EDGE OF A WASH NEAR THE MOUTH OF THE
 BQ0446'CANYON AND THE END OF TRUCK TRAVEL.  FROM HERE PACK UP
 BQ0446'THE RIDGE TO THE LEFT OF THE CANYON A DISTANCE OF
 BQ0446'ABOUT 1 MILE, CROSS OVER THE CANYON ONTO THE RIDGE TO
 BQ0446'THE RIGHT OF THE CANYON AND FOLLOW IT TO THE HIGHEST
 BQ0446'POINT AND THE STATION.  A 1 1/2-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0886 ***********************************************************************
 FM0886  DESIGNATION -  CAIRN USGS NEAR STA GENTRY
 FM0886  PID         -  FM0886
 FM0886  STATE/COUNTY-  TX/POTTER
 FM0886  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0886
 FM0886                         *CURRENT SURVEY CONTROL
 FM0886  ___________________________________________________________________
 FM0886* NAD 83(1993)-  35 16 00.35374(N)    102 03 35.88591(W)     ADJUSTED  
 FM0886* NAVD 88     -                                                        
 FM0886  ___________________________________________________________________
 FM0886  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 FM0886  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 FM0886
 FM0886  HORZ ORDER  -  THIRD
 FM0886
 FM0886.The horizontal coordinates were established by classical geodetic methods
 FM0886.and adjusted by the National Geodetic Survey in February 1996..
 FM0886
 FM0886
 FM0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0886
 FM0886.The geoid height was determined by GEOID03.
 FM0886
 FM0886;                    North         East     Units Scale Factor Converg.
 FM0886;SPC TX N     - 1,140,674.818   149,052.612   MT  0.99991434   -0 19 28.3
 FM0886;SPC TX N     - 3,742,363.97    489,016.78   sFT  0.99991434   -0 19 28.3
 FM0886;UTM  13      - 3,906,590.890   767,448.583   MT  1.00048161   +1 41 54.7
 FM0886;UTM  14      - 3,906,921.138   221,637.618   MT  1.00055504   -1 46 04.5
 FM0886
 FM0886                          SUPERSEDED SURVEY CONTROL
 FM0886
 FM0886  NAD 83(1993)-  35 16 00.35844(N)    102 03 35.87630(W) AD(       ) 4
 FM0886  NAD 83(1986)-  35 16 00.36169(N)    102 03 35.87642(W) AD(       ) 4
 FM0886  NAD 27      -  35 16 00.17800(N)    102 03 34.18100(W) AD(       ) 3
 FM0886
 FM0886.Superseded values are not recommended for survey control.
 FM0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0886.See file dsdata.txt to determine how the superseded data were derived.
 FM0886
 FM0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV6744906591(NAD 83)
 FM0886_MARKER: 72 = CAIRN
 FM0886
 FM0886  HISTORY     - Date     Condition        Report By
 FM0886  HISTORY     - 1935     FIRST OBSERVED   USGS
 FM0886
 FM0886                          STATION DESCRIPTION
 FM0886
 FM0886'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0445 ***********************************************************************
 BA0445  DESIGNATION -  CALA
 BA0445  PID         -  BA0445
 BA0445  STATE/COUNTY-  TX/BREWSTER
 BA0445  USGS QUAD   -  WHIRLWIND SPRING (1983)
 BA0445
 BA0445                         *CURRENT SURVEY CONTROL
 BA0445  ___________________________________________________________________
 BA0445* NAD 83(1993)-  29 55 38.74650(N)    103 30 39.51517(W)     ADJUSTED  
 BA0445* NAVD 88     -      1298.     (meters)    4259.     (feet)  SCALED    
 BA0445  ___________________________________________________________________
 BA0445  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BA0445  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 BA0445
 BA0445  HORZ ORDER  -  SECOND
 BA0445
 BA0445.The horizontal coordinates were established by classical geodetic methods
 BA0445.and adjusted by the National Geodetic Survey in February 1996..
 BA0445
 BA0445.The orthometric height was scaled from a topographic map.
 BA0445
 BA0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0445
 BA0445.The geoid height was determined by GEOID03.
 BA0445
 BA0445;                    North         East     Units Scale Factor Converg.
 BA0445;SPC TXSC     - 4,240,483.508   164,580.661   MT  0.99991656   -2 12 35.9
 BA0445;SPC TXSC     -13,912,319.64    539,961.72   sFT  0.99991656   -2 12 35.9
 BA0445;UTM  13      - 3,311,675.887   643,725.438   MT  0.99985486   +0 44 34.8
 BA0445
 BA0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0445!SPC TXSC     -   0.99979947  x   0.99991656  =   0.99971605
 BA0445!UTM  13      -   0.99979947  x   0.99985486  =   0.99965436
 BA0445
 BA0445|---------------------------------------------------------------------|
 BA0445| PID    Reference Object                     Distance      Geod. Az  |
 BA0445|                                                           dddmmss.s |
 BA0445| CH8519 CALA RM 1                            12.722 METERS 02131     |
 BA0445| CH8518 CALA AZ MK                                         0380507.9 |
 BA0445| CH8520 CALA RM 2                             9.211 METERS 08859     |
 BA0445|---------------------------------------------------------------------|
 BA0445
 BA0445                          SUPERSEDED SURVEY CONTROL
 BA0445
 BA0445  NAD 83(1986)-  29 55 38.73773(N)    103 30 39.51586(W) AD(       ) 2
 BA0445  NAD 27      -  29 55 38.10300(N)    103 30 37.86900(W) AD(       ) 2
 BA0445
 BA0445.Superseded values are not recommended for survey control.
 BA0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0445.See file dsdata.txt to determine how the superseded data were derived.
 BA0445
 BA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP4372511676(NAD 83)
 BA0445_MARKER: DS = TRIANGULATION STATION DISK
 BA0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0445
 BA0445  HISTORY     - Date     Condition        Report By
 BA0445  HISTORY     - 1943     MONUMENTED       CGS
 BA0445  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0445
 BA0445                          STATION DESCRIPTION
 BA0445
 BA0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0445'STATION IS LOCATED ON A LOW RANGE OF HILLS ABOUT 25.0 MILES
 BA0445'SW OF MARATHON, 3 MILES E OF CALAMITY CREEK AND 50 YARDS W OF THE
 BA0445'OLD HIGHWAY BETWEEN MARATHON AND TERLINGUA.
 BA0445'
 BA0445'THE STATION IS A BRONZE DISK SET IN THE TOP OF A SQUARE BLOCK
 BA0445'OF CONCRETE WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  STAMPED
 BA0445'CALA 1943.
 BA0445'
 BA0445'THE UNDERGROUND MARK IS A BRONZE DISK SET IN A BLOCK OF CONCRETE
 BA0445'3 FEET BELOW THE GROUND.  STAMPED CALA 1943.
 BA0445'
 BA0445'REFERENCE MARK NO. 1, NW OF THE STATION, IS A BRONZE DISK SET
 BA0445'IN THE TOP OF A SQUARE BLOCK OF CONCRETE WHICH PROJECTS 8
 BA0445'INCHES.  STAMPED CALA NO. 1 1943.
 BA0445'
 BA0445'REFERENCE MARK NO. 2, E OF THE STATION, IS A BRONZE DISK SET
 BA0445'IN THE TOP OF A SQUARE BLOCK OF CONCRETE WHICH PROJECTS 8 INCHES.
 BA0445'STAMPED CALA NO. 2 1943.
 BA0445'
 BA0445'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE POST
 BA0445'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  STAMPED CALA 1943,
 BA0445'ABOUT 3.5 MILES NNE FROM STATION AND ABOUT 25 FEET E OF THE
 BA0445'ROAD LEADING TO STATION.
 BA0445'
 BA0445'TO REACH FROM MARATHON GO S ON STATE HIGHWAY 227 FOR 2.0 MILES,
 BA0445'TAKE RIGHT FORK AND GO SW 9.4 MILES, TAKE RIGHT FORK AND
 BA0445'CONTINUE SW 10.4 MILES TO THE TOP, OR SOUTHERNMOST POINT,
 BA0445'OF DEL NORTE GAP.  CONTINUE SW ON MAIN-TRAVELED ROAD 0.6 MILE
 BA0445'TO A FENCE AND CATTLE GUARD, PASS OVER CATTLE GUARD AND CONTINUE
 BA0445'SW 0.4 MILE.  TAKE RIGHT FORK, SW, 3.0 MILES.  THEN TAKE LEFT
 BA0445'FORK, S, FOR 1.7 MILES TO THE TOP OF A LOW DIVIDE AND THE
 BA0445'STATION TO THE RIGHT OR SE.
 BA0445'
 BA0445'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BA0445
 BA0445                          STATION RECOVERY (2001)
 BA0445
 BA0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0445'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0032 ***********************************************************************
 AH0032  DESIGNATION -  CALALLEN
 AH0032  PID         -  AH0032
 AH0032  STATE/COUNTY-  TX/NUECES
 AH0032  USGS QUAD   -  ANNAVILLE (1975)
 AH0032
 AH0032                         *CURRENT SURVEY CONTROL
 AH0032  ___________________________________________________________________
 AH0032* NAD 83(1993)-  27 51 48.18040(N)    097 37 15.72662(W)     ADJUSTED  
 AH0032* NAVD 88     -        24.520  (meters)      80.45   (feet)  ADJUSTED  
 AH0032  ___________________________________________________________________
 AH0032  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH0032  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH0032  DYNAMIC HT  -          24.482 (meters)      80.32  (feet)  COMP
 AH0032  MODELED GRAV-     979,125.0   (mgal)                       NAVD 88
 AH0032
 AH0032  HORZ ORDER  -  SECOND
 AH0032  VERT ORDER  -  FIRST     CLASS II
 AH0032
 AH0032.The horizontal coordinates were established by classical geodetic methods
 AH0032.and adjusted by the National Geodetic Survey in February 1996..
 AH0032
 AH0032.The orthometric height was determined by differential leveling
 AH0032.and adjusted by the National Geodetic Survey in June 1991..
 AH0032
 AH0032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0032
 AH0032.The geoid height was determined by GEOID03.
 AH0032
 AH0032.The dynamic height is computed by dividing the NAVD 88
 AH0032.geopotential number by the normal gravity value computed on the
 AH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0032.degrees latitude (g = 980.6199 gals.).
 AH0032
 AH0032.The modeled gravity was interpolated from observed gravity values.
 AH0032
 AH0032;                    North         East     Units Scale Factor Converg.
 AH0032;SPC TX S     - 5,243,688.736   386,565.385   MT  1.00000775   +0 23 56.6
 AH0032;SPC TX S     -17,203,668.79  1,268,256.60   sFT  1.00000775   +0 23 56.6
 AH0032;UTM  14      - 3,082,832.442   635,761.346   MT  0.99982749   +0 38 40.5
 AH0032
 AH0032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0032!SPC TX S     -   1.00000034  x   1.00000775  =   1.00000809
 AH0032!UTM  14      -   1.00000034  x   0.99982749  =   0.99982783
 AH0032
 AH0032:                Primary Azimuth Mark                     Grid Az
 AH0032:SPC TX S     -  ODEM MUNICIPAL TANK                      020 32 48.8
 AH0032:UTM  14      -  ODEM MUNICIPAL TANK                      020 18 04.9
 AH0032
 AH0032|---------------------------------------------------------------------|
 AH0032| PID    Reference Object                     Distance      Geod. Az  |
 AH0032|                                                           dddmmss.s |
 AH0032| AH1554 ODEM MUNICIPAL TANK                 APPROX.10.3 KM 0205645.4 |
 AH0032| AH0031 CALALLEN RM 1                         4.184 METERS 12512     |
 AH0032| AH0033 CALALLEN RM 2                         4.393 METERS 30501     |
 AH0032| AH0034 CALALLEN AZ MK                                     3334958.1 |
 AH0032|---------------------------------------------------------------------|
 AH0032
 AH0032                          SUPERSEDED SURVEY CONTROL
 AH0032
 AH0032  NAD 83(1986)-  27 51 48.18798(N)    097 37 15.70664(W) AD(       ) 2
 AH0032  NAD 27      -  27 51 47.10900(N)    097 37 14.72100(W) AD(       ) 2
 AH0032  NGVD 29 (??/??/92)   24.664  (m)           80.92   (f) ADJ UNCH    1 2
 AH0032
 AH0032.Superseded values are not recommended for survey control.
 AH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0032.See file dsdata.txt to determine how the superseded data were derived.
 AH0032
 AH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3576182832(NAD 83)
 AH0032_MARKER: DS = TRIANGULATION STATION DISK
 AH0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0032_STAMPING: CALALLEN 1949
 AH0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0032+STABILITY: SURFACE MOTION
 AH0032
 AH0032  HISTORY     - Date     Condition        Report By
 AH0032  HISTORY     - 1949     MONUMENTED       CGS
 AH0032  HISTORY     - 1950     GOOD             CGS
 AH0032  HISTORY     - 1950     GOOD             NGS
 AH0032  HISTORY     - 1957     MARK NOT FOUND   CGS
 AH0032  HISTORY     - 1963     MARK NOT FOUND   CGS
 AH0032  HISTORY     - 1975     MARK NOT FOUND   TXHD
 AH0032  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0032  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH0032
 AH0032                          STATION DESCRIPTION
 AH0032
 AH0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0032'THE STATION IS LOCATED ABOUT 5-3/4 MILES NORTH-NORTHEAST OF
 AH0032'ROBSTOWN, ABOUT 1/2 MILE SOUTH-SOUTHEAST OF CALALLEN, 100
 AH0032'FEET SOUTH OF A STONE HOUSE (BLUEBONNET GEM SHOP) 45 FEET EAST
 AH0032'OF THE CENTER OF STATE HIGHWAY 9, 10 FEET WEST OF A FENCE LINE
 AH0032'AND 9.5 FEET WEST OF A WITNESS POST.  IT IS STAMPED CALALLEN
 AH0032'1949 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 AH0032'
 AH0032'REFERENCE MARK NO. 1 IS 9 FEET WEST OF A FENCE LINE AND IS
 AH0032'SET FLUSH WITH THE GROUND.  IT IS STAMPED CALALLEN NO 1 1949.
 AH0032'
 AH0032'REFERENCE MARK NO. 2 IS 45 FEET EAST OF THE CENTER OF THE
 AH0032'HIGHWAY.  IT IS STAMPED CALALLEN NO 2 1949 AND IS SET FLUSH
 AH0032'WITH THE GROUND.
 AH0032'
 AH0032'THE AZIMUTH MARK IS ON TOP OF A CUT BANK, 45 FEET EAST OF
 AH0032'THE CENTER OF U.S. HIGHWAY 77 AND STATE ROUTE 9 AND 1 FOOT
 AH0032'EAST OF A WITNESS POST.  IT IS STAMPED CALALLEN 1949 AND
 AH0032'PROJECTS 8 INCHES.
 AH0032'
 AH0032'TO REACH THE STATION FROM THE POST OFFICE IN CALALLEN, GO
 AH0032'SOUTHERLY ON U.S. HIGHWAY 77 AND STATE ROUTE 9 FOR 0.25
 AH0032'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHERLY
 AH0032'FOR 0.05 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW STATE
 AH0032'ROUTE 9 FOR 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AH0032'
 AH0032'A 74 FOOT SIGNAL AT ODEM IS VISIBLE AT 20 FEET.
 AH0032'
 AH0032'A 74 FOOT SIGNAL AT KALETA 1905 IS VISIBLE AT 4 FEET.
 AH0032'
 AH0032'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METERS.
 AH0032
 AH0032                          STATION RECOVERY (1950)
 AH0032
 AH0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 AH0032'0.35 MILE SOUTH ALONG U.S. HIGHWAY 77 AND STATE HIGHWAY 9
 AH0032'FROM THE POST OFFICE AT CALALLEN, THENCE 0.25 MILE SOUTHEAST
 AH0032'ALONG STATE HIGWHAY 9, 90 FEET SOUTHEAST OF THE SOUTH CORNER
 AH0032'OF FAITH CHURCH, 53 FEET NORTHEAST OF THE CENTER LINE OF THE
 AH0032'HIGHWAY, 10 FEET SOUTWHEST OF A FENCE, 9 FEET SOUTHWEST OF
 AH0032'A WITNESS POST, A TRIANGULATION STATION DISK SET IN THE
 AH0032'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 AH0032'CALALLEN 1949.
 AH0032'
 AH0032'CALALLEN R.M. 1 IS 13.8 FEET SOUTHEAST OF TRIANGULATION
 AH0032'STATION CALALLEN 1949, 8.3 FEET SOUTHWEST OF A FENCE, SET IN THE
 AH0032'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 AH0032'CALALLEN NO 1 1949.
 AH0032'
 AH0032'CALALLEN R.M. 2 IS 14.4 FEET NORTHWEST OF TRIANGULATION
 AH0032'STATION CALALLEN 1949, 80 FEET SOUTHEAST OF THE SOUTH CORNER
 AH0032'OF FAITH CHURCH, 53 FEET NORTHEAST OF THE CENTER LINE OF THE
 AH0032'HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AH0032'WITH THE GROUND, STAMPED CALALLEN NO 2 1949.
 AH0032'
 AH0032'CALALLEN AZIMUTH 1949 IS 0.3 MILE NORTHWEST OF TRIANGULATION
 AH0032'STATION CALALLEN 1949, 0.3 MILE SOUTH ALONG U.S. HIGHWAY
 AH0032'77 AND STATE HIGHWAY 9 FROM THE POST OFFICE AT CALALLEN, 250
 AH0032'FEET NORTH OF THE NORTH POINT OF A TRIANGLE FORMED BY THE
 AH0032'JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 9, 51 FEET
 AH0032'EAST OF THE CENTER LINE OF THE HIGHWAYS, 64 FEET SOUTH OF THE
 AH0032'CENTER LINE OF AN EAST AND WEST ROAD, 32 FEET SOUTH OF A
 AH0032'POWER POLE, 1.4 FEET EAST OF A WITNESS POST, AN AZIMUTH MARK
 AH0032'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AH0032'FOOT ABOVE THE GROUND, STAMPED CALALLEN 1949.  ALL MARKS WERE
 AH0032'FOUND TO BE IN GOOD CONDITION.
 AH0032
 AH0032                          STATION RECOVERY (1950)
 AH0032
 AH0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AH0032'0.6 MI SE FROM CALALLEN.
 AH0032'0.35 MILE SOUTH ALONG U.S. HIGHWAY 77 AND STATE HIGHWAY 9 FROM THE
 AH0032'POST OFFICE AT CALALLEN, THENCE 0.25 MILE SOUTHEAST ALONG STATE
 AH0032'HIGHWAY 9, 90 FEET SOUTHEAST OF THE SOUTH CORNER OF FAITH CHURCH, 53
 AH0032'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET SOUTHWEST OF
 AH0032'A FENCE, 9 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AH0032'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AH0032
 AH0032                          STATION RECOVERY (1957)
 AH0032
 AH0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 AH0032'THE SITE OF THIS STATION IS NOW A WIDE CUT AND HIGHWAY INTERSECTION
 AH0032'AND ALL MARKS HAVE BEEN DESTROYED.
 AH0032
 AH0032                          STATION RECOVERY (1963)
 AH0032
 AH0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AH0032'THE STATION IS ASSUMED DESTROYED BECAUSE A NEW HIGHWAY PASSES
 AH0032'OVER THE AREA WHERE THE STATION IS SUPPOSED TO BE LOCATED.
 AH0032
 AH0032                          STATION RECOVERY (1975)
 AH0032
 AH0032'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (FCM)
 AH0032'CALALLEN-MISSING
 AH0032
 AH0032                          STATION RECOVERY (1978)
 AH0032
 AH0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0032'NOT RECOVERED THIS DATE.
 AH0032
 AH0032                          STATION RECOVERY (2001)
 AH0032
 AH0032'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0034 ***********************************************************************
 AH0034  DESIGNATION -  CALALLEN AZ MK
 AH0034  PID         -  AH0034
 AH0034  STATE/COUNTY-  TX/NUECES
 AH0034  USGS QUAD   -  ANNAVILLE (1975)
 AH0034
 AH0034                         *CURRENT SURVEY CONTROL
 AH0034  ___________________________________________________________________
 AH0034* NAD 83(1986)-  27 51 49.     (N)    097 37 23.     (W)     SCALED    
 AH0034* NAVD 88     -        24.835  (meters)      81.48   (feet)  ADJUSTED  
 AH0034  ___________________________________________________________________
 AH0034  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH0034  DYNAMIC HT  -          24.797 (meters)      81.35  (feet)  COMP
 AH0034  MODELED GRAV-     979,125.0   (mgal)                       NAVD 88
 AH0034
 AH0034  VERT ORDER  -  FIRST     CLASS II
 AH0034
 AH0034.The horizontal coordinates were scaled from a topographic map and have
 AH0034.an estimated accuracy of +/- 6 seconds.
 AH0034
 AH0034.The orthometric height was determined by differential leveling
 AH0034.and adjusted by the National Geodetic Survey in June 1991..
 AH0034
 AH0034.The geoid height was determined by GEOID03.
 AH0034
 AH0034.The dynamic height is computed by dividing the NAVD 88
 AH0034.geopotential number by the normal gravity value computed on the
 AH0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0034.degrees latitude (g = 980.6199 gals.).
 AH0034
 AH0034.The modeled gravity was interpolated from observed gravity values.
 AH0034
 AH0034;                    North         East    Units  Estimated Accuracy
 AH0034;SPC TX S     - 5,243,710.      386,370.      MT  (+/- 180 meters Scaled)
 AH0034
 AH0034                          SUPERSEDED SURVEY CONTROL
 AH0034
 AH0034  NGVD 29 (??/??/92)   24.979  (m)           81.95   (f) ADJ UNCH    1 2
 AH0034
 AH0034.Superseded values are not recommended for survey control.
 AH0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0034.See file dsdata.txt to determine how the superseded data were derived.
 AH0034
 AH0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR355828(NAD 83)
 AH0034_MARKER: DZ = AZIMUTH MARK DISK
 AH0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0034_STAMPING: CALALLEN 1949
 AH0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0034+STABILITY: SURFACE MOTION
 AH0034
 AH0034  HISTORY     - Date     Condition        Report By
 AH0034  HISTORY     - 1949     MONUMENTED       CGS
 AH0034  HISTORY     - 1950     GOOD             NGS
 AH0034  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0034  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0034
 AH0034                          STATION DESCRIPTION
 AH0034
 AH0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0034'0.3 MI S FROM CALALLEN.
 AH0034'0.3 MILE SOUTH ALONG U.S. HIGHWAY 77 AND STATE HIGHWAY 9 FROM THE POST
 AH0034'OFFICE AT CALALLEN, 250 FEET NORTH OF THE NORTH POINT OF THE TRIANGLE
 AH0034'FORMED BY THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 9, 51 FEET
 AH0034'EAST OF THE CENTER LINE OF U.S. HIGHWAY 77 AND STATE HIGHWAY 9, 64
 AH0034'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 32 FEET SOUTH
 AH0034'OF A POWER POLE, 1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 AH0034'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND. 0.3 MILE
 AH0034'NORTHWEST OF TRIANGULATION STATION CALALLEN 1949.
 AH0034
 AH0034                          STATION RECOVERY (1978)
 AH0034
 AH0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0034'NOT RECOVERED THIS DATE.
 AH0034
 AH0034                          STATION RECOVERY (2001)
 AH0034
 AH0034'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0031 ***********************************************************************
 AH0031  DESIGNATION -  CALALLEN RM 1
 AH0031  PID         -  AH0031
 AH0031  STATE/COUNTY-  TX/NUECES
 AH0031  USGS QUAD   -  ANNAVILLE (1975)
 AH0031
 AH0031                         *CURRENT SURVEY CONTROL
 AH0031  ___________________________________________________________________
 AH0031* NAD 83(1986)-  27 51 44.     (N)    097 37 09.     (W)     SCALED    
 AH0031* NAVD 88     -        24.454  (meters)      80.23   (feet)  ADJUSTED  
 AH0031  ___________________________________________________________________
 AH0031  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH0031  DYNAMIC HT  -          24.417 (meters)      80.11  (feet)  COMP
 AH0031  MODELED GRAV-     979,125.0   (mgal)                       NAVD 88
 AH0031
 AH0031  VERT ORDER  -  FIRST     CLASS II
 AH0031
 AH0031.The horizontal coordinates were scaled from a topographic map and have
 AH0031.an estimated accuracy of +/- 6 seconds.
 AH0031
 AH0031.The orthometric height was determined by differential leveling
 AH0031.and adjusted by the National Geodetic Survey in June 1991..
 AH0031
 AH0031.The geoid height was determined by GEOID03.
 AH0031
 AH0031.The dynamic height is computed by dividing the NAVD 88
 AH0031.geopotential number by the normal gravity value computed on the
 AH0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0031.degrees latitude (g = 980.6199 gals.).
 AH0031
 AH0031.The modeled gravity was interpolated from observed gravity values.
 AH0031
 AH0031;                    North         East    Units  Estimated Accuracy
 AH0031;SPC TX S     - 5,243,560.      386,750.      MT  (+/- 180 meters Scaled)
 AH0031
 AH0031                          SUPERSEDED SURVEY CONTROL
 AH0031
 AH0031  NGVD 29 (??/??/92)   24.598  (m)           80.70   (f) ADJ UNCH    1 2
 AH0031
 AH0031.Superseded values are not recommended for survey control.
 AH0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0031.See file dsdata.txt to determine how the superseded data were derived.
 AH0031
 AH0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR359827(NAD 83)
 AH0031_MARKER: DR = REFERENCE MARK DISK
 AH0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0031_STAMPING: CALALLEN NO 1 1949
 AH0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0031+STABILITY: SURFACE MOTION
 AH0031
 AH0031  HISTORY     - Date     Condition        Report By
 AH0031  HISTORY     - 1949     MONUMENTED       CGS
 AH0031  HISTORY     - 1950     GOOD             NGS
 AH0031  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0031  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0031
 AH0031                          STATION DESCRIPTION
 AH0031
 AH0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0031'0.6 MI SE FROM CALALLEN.
 AH0031'0.35 MILE SOUTH ALONG U.S. HIGHWAY 77 AND STATE HIGHWAY 9 FROM THE
 AH0031'POST OFFICE AT CALALLEN, THENCE 0.25 MILE SOUTHEAST ALONG STATE
 AH0031'HIGHWAY 9, 55 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13.8
 AH0031'FEET SOUTHEAST OF TRIANGULATION STATION CALALLEN 1949, 8.3 FEET
 AH0031'SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AH0031'WITH THE GROUND.
 AH0031
 AH0031                          STATION RECOVERY (1978)
 AH0031
 AH0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0031'NOT RECOVERED THIS DATE.
 AH0031
 AH0031                          STATION RECOVERY (2001)
 AH0031
 AH0031'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0033 ***********************************************************************
 AH0033  DESIGNATION -  CALALLEN RM 2
 AH0033  PID         -  AH0033
 AH0033  STATE/COUNTY-  TX/NUECES
 AH0033  USGS QUAD   -  ANNAVILLE (1975)
 AH0033
 AH0033                         *CURRENT SURVEY CONTROL
 AH0033  ___________________________________________________________________
 AH0033* NAD 83(1986)-  27 51 48.     (N)    097 37 16.     (W)     SCALED    
 AH0033* NAVD 88     -        24.513  (meters)      80.42   (feet)  ADJUSTED  
 AH0033  ___________________________________________________________________
 AH0033  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AH0033  DYNAMIC HT  -          24.476 (meters)      80.30  (feet)  COMP
 AH0033  MODELED GRAV-     979,125.0   (mgal)                       NAVD 88
 AH0033
 AH0033  VERT ORDER  -  FIRST     CLASS II
 AH0033
 AH0033.The horizontal coordinates were scaled from a topographic map and have
 AH0033.an estimated accuracy of +/- 6 seconds.
 AH0033
 AH0033.The orthometric height was determined by differential leveling
 AH0033.and adjusted by the National Geodetic Survey in June 1991..
 AH0033
 AH0033.The geoid height was determined by GEOID03.
 AH0033
 AH0033.The dynamic height is computed by dividing the NAVD 88
 AH0033.geopotential number by the normal gravity value computed on the
 AH0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0033.degrees latitude (g = 980.6199 gals.).
 AH0033
 AH0033.The modeled gravity was interpolated from observed gravity values.
 AH0033
 AH0033;                    North         East    Units  Estimated Accuracy
 AH0033;SPC TX S     - 5,243,680.      386,560.      MT  (+/- 180 meters Scaled)
 AH0033
 AH0033                          SUPERSEDED SURVEY CONTROL
 AH0033
 AH0033  NGVD 29 (??/??/92)   24.657  (m)           80.90   (f) ADJ UNCH    1 2
 AH0033
 AH0033.Superseded values are not recommended for survey control.
 AH0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0033.See file dsdata.txt to determine how the superseded data were derived.
 AH0033
 AH0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR357828(NAD 83)
 AH0033_MARKER: DR = REFERENCE MARK DISK
 AH0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0033_STAMPING: CALALLEN NO 2 1949
 AH0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0033+STABILITY: SURFACE MOTION
 AH0033
 AH0033  HISTORY     - Date     Condition        Report By
 AH0033  HISTORY     - 1949     MONUMENTED       CGS
 AH0033  HISTORY     - 1950     GOOD             NGS
 AH0033  HISTORY     - 1978     GOOD             NGS
 AH0033  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0033
 AH0033                          STATION DESCRIPTION
 AH0033
 AH0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0033'0.6 MI SE FROM CALALLEN.
 AH0033'0.35 MILE SOUTH ALONG U.S. HIGHWAY 77 AND STATE HIGHWAY 9 FROM THE
 AH0033'POST OFFICE AT CALALLEN, THENCE 0.25 MILE SOUTHEAST ALONG STATE
 AH0033'HIGHWAY 9, 80 FEET SOUTHEAST OF THE SOUTH CORNER OF FAITH CHURCH, 53
 AH0033'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14.4 FEET NORTHWEST
 AH0033'OF TRIANGULATION STATION CALALLEN 1949, SET IN THE TOP OF A CONCRETE
 AH0033'POST WHICH IS FLUSH WITH THE GROUND.
 AH0033
 AH0033                          STATION RECOVERY (1978)
 AH0033
 AH0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0033'NOT RECOVERED THIS DATE.
 AH0033
 AH0033                          STATION RECOVERY (2001)
 AH0033
 AH0033'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7104 ***********************************************************************
 AW7104  DESIGNATION -  CALB PK
 AW7104  PID         -  AW7104
 AW7104  STATE/COUNTY-  TX/GALVESTON
 AW7104  USGS QUAD   -  GALVESTON (1994)
 AW7104
 AW7104                         *CURRENT SURVEY CONTROL
 AW7104  ___________________________________________________________________
 AW7104* NAD 83(1993)-  29 15 54.57523(N)    094 51 25.40200(W)     ADJUSTED  
 AW7104* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 AW7104  ___________________________________________________________________
 AW7104  X           -    -471,486.313 (meters)                     COMP
 AW7104  Y           -  -5,548,512.136 (meters)                     COMP
 AW7104  Z           -   3,099,560.744 (meters)                     COMP
 AW7104  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AW7104  ELLIP HEIGHT-         -25.09  (meters)          (09/30/02) GPS OBS
 AW7104  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW7104
 AW7104  HORZ ORDER  -  SECOND
 AW7104  ELLP ORDER  -  FIFTH     CLASS I
 AW7104
 AW7104.This mark is at Scholes Fld (GLS) Airport (GLS)
 AW7104
 AW7104.The horizontal coordinates were established by GPS observations
 AW7104.and adjusted by the National Geodetic Survey in February 1996..
 AW7104
 AW7104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7104
 AW7104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7104
 AW7104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7104
 AW7104.The ellipsoidal height was determined by GPS observations
 AW7104.and is referenced to NAD 83.
 AW7104
 AW7104.The geoid height was determined by GEOID03.
 AW7104
 AW7104;                    North         East     Units Scale Factor Converg.
 AW7104;SPC TXSC     - 4,165,814.338 1,002,510.389   MT  0.99986398   +2 01 46.8
 AW7104;SPC TXSC     -13,667,342.54  3,289,069.50   sFT  0.99986398   +2 01 46.8
 AW7104;UTM  15      - 3,238,793.366   319,569.804   MT  1.00000173   -0 54 29.1
 AW7104
 AW7104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7104!SPC TXSC     -   1.00000394  x   0.99986398  =   0.99986792
 AW7104!UTM  15      -   1.00000394  x   1.00000173  =   1.00000567
 AW7104
 AW7104                          SUPERSEDED SURVEY CONTROL
 AW7104
 AW7104  ELLIP H (02/16/96)  -24.97   (m)                       GP(       ) 5 1
 AW7104  NAD 83(1993)-  29 15 54.58791(N)    094 51 25.38180(W) AD(       ) 2
 AW7104  NGVD 29 (12/08/93)    1.5    (m)            5.     (f) GPS OBS        
 AW7104
 AW7104.Superseded values are not recommended for survey control.
 AW7104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7104.See file dsdata.txt to determine how the superseded data were derived.
 AW7104
 AW7104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1957038793(NAD 83)
 AW7104_MARKER: N = NAIL
 AW7104_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW7104_SP_SET: CONCRETE SLAB
 AW7104_STAMPING: CALB
 AW7104_MARK LOGO: NOS   
 AW7104_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW7104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW7104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7104+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 AW7104
 AW7104  HISTORY     - Date     Condition        Report By
 AW7104  HISTORY     - 1993     MONUMENTED       NOS
 AW7104  HISTORY     - 20031215 GOOD             USPSQD
 AW7104  HISTORY     - 20050131 GOOD             USPSQD
 AW7104
 AW7104                          STATION DESCRIPTION
 AW7104
 AW7104'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 AW7104'THE STATION IS LOCATED IN GALVESTON, AT THE SCHOLES FIELD AIRPORT,
 AW7104'JUST SOUTHWEST OF THE AIRPORT FIXED BASE OPERATOR (GALV-AIR).  TO
 AW7104'REACH THE STATION GO TO THE AIRPORT, FOLLOW THE SIGNS TO THE MAIN
 AW7104'TERMINAL, AND OBTAIN PERMISSION FROM THE AIRPORT MANAGER.  THENCE
 AW7104'FOLLOWING THE SIGNS TO THE FBO (GALV-AERO), ENTER THE AIRFIELD
 AW7104'THROUGH GATE NUMBER 3 TO THE STATION AHEAD IN A TIE-DOWN AREA IN THE
 AW7104'VICINITY OF GATE 3, A GALV-AERO (EXXON) SIGN AND AIR LOGISTICS.  THE
 AW7104'STATION IS A PK NAIL AND WASHER SET IN TOP OF THE CONCRETE OF THE
 AW7104'TIE-DOWN AREA AND SURROUNDED BY YELLOW PAINT. IT IS 105 M (344.5 FT)
 AW7104'NORTHEAST OF THE SOUTH END OF A DOUBLE YELLOW LINE, 58 M (190.3 FT)
 AW7104'EAST OF THE EAST EDGE OF THE GRASS INFIELD, 27 M (88.6 FT) EAST OF THE
 AW7104'YELLOW LINES.
 AW7104
 AW7104                          STATION RECOVERY (2003)
 AW7104
 AW7104'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW7104'THIS IS JUST A RUSTY NAIL DRIVEN INTO THE CONCRETE.
 AW7104
 AW7104                          STATION RECOVERY (2005)
 AW7104
 AW7104'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW7104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1680 ***********************************************************************
 AB1680  DESIGNATION -  CALDERO
 AB1680  PID         -  AB1680
 AB1680  STATE/COUNTY-  TX/KENEDY
 AB1680  USGS QUAD   -  ROSITA LAKE (1975)
 AB1680
 AB1680                         *CURRENT SURVEY CONTROL
 AB1680  ___________________________________________________________________
 AB1680* NAD 83(1993)-  26 41 38.94442(N)    097 41 07.87910(W)     ADJUSTED  
 AB1680* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AB1680  ___________________________________________________________________
 AB1680  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AB1680  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AB1680
 AB1680  HORZ ORDER  -  SECOND
 AB1680
 AB1680.The horizontal coordinates were established by classical geodetic methods
 AB1680.and adjusted by the National Geodetic Survey in February 1996..
 AB1680
 AB1680.The orthometric height was scaled from a topographic map.
 AB1680
 AB1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1680
 AB1680.The geoid height was determined by GEOID03.
 AB1680
 AB1680;                    North         East     Units Scale Factor Converg.
 AB1680;SPC TX S     - 5,114,098.478   381,050.548   MT  0.99990905   +0 22 11.2
 AB1680;SPC TX S     -16,778,504.76  1,250,163.34   sFT  0.99990905   +0 22 11.2
 AB1680;UTM  14      - 2,953,234.379   630,774.047   MT  0.99981113   +0 35 26.1
 AB1680
 AB1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1680!SPC TX S     -   1.00000280  x   0.99990905  =   0.99991185
 AB1680!UTM  14      -   1.00000280  x   0.99981113  =   0.99981393
 AB1680
 AB1680:                Primary Azimuth Mark                     Grid Az
 AB1680:SPC TX S     -  CALDERO AZ MK                            130 21 41.6
 AB1680:UTM  14      -  CALDERO AZ MK                            130 08 26.7
 AB1680
 AB1680|---------------------------------------------------------------------|
 AB1680| PID    Reference Object                     Distance      Geod. Az  |
 AB1680|                                                           dddmmss.s |
 AB1680| CV3000 CALDERO AZ MK                                      1304352.8 |
 AB1680| CV3001 CALDERO RM 1                         23.974 METERS 16916     |
 AB1680| CV3002 CALDERO RM 2                         24.101 METERS 26010     |
 AB1680| AB1693 BROWNSVILLE FT WORTH AWY BCN 7      APPROX.13.8 KM 3200607.7 |
 AB1680|---------------------------------------------------------------------|
 AB1680
 AB1680                          SUPERSEDED SURVEY CONTROL
 AB1680
 AB1680  NAD 83(1986)-  26 41 38.95670(N)    097 41 07.84683(W) AD(       ) 2
 AB1680  NAD 27      -  26 41 37.73500(N)    097 41 06.87600(W) AD(       ) 2
 AB1680
 AB1680.Superseded values are not recommended for survey control.
 AB1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1680.See file dsdata.txt to determine how the superseded data were derived.
 AB1680
 AB1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3077453234(NAD 83)
 AB1680_MARKER: DS = TRIANGULATION STATION DISK
 AB1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1680
 AB1680  HISTORY     - Date     Condition        Report By
 AB1680  HISTORY     - 1949     MONUMENTED       CGS
 AB1680  HISTORY     - 1950     GOOD             CGS
 AB1680
 AB1680                          STATION DESCRIPTION
 AB1680
 AB1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1680'THE STATION IS LOCATED ON THE NORIAS SECTION OF THE KING
 AB1680'RANCH, ABOUT 6.5 MILES NORTH OF THE WILLACY-KENEDY COUNTY
 AB1680'LINE, 6.0 MILES SOUTH OF THE NORIAS RANCH HEADQUARTERS,
 AB1680'AND 5.5 MILES EAST OF THE RUDOLPH RAILROAD STATION.  IT IS
 AB1680'52.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FENCE AROUND
 AB1680'THE CALDERO FLOWING WELL, 39.0 FEET WEST OF A WOVEN WIRE
 AB1680'FENCE, AND 29.0 FEET WEST OF THE CENTER OF A TRACK ROAD, AND
 AB1680'3.0 FEET NORTH OF A WITNESS POST.  IT PROJECTS 2 INCHES AND
 AB1680'IS STAMPED CALDERO 1949.
 AB1680'
 AB1680'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF A SMALL CLEARING
 AB1680'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS
 AB1680'2 INCHES AND IS STAMPED CALDERO NO 1 1949.
 AB1680'
 AB1680'REFERENCE MARK NO. 2 IS AT THE WEST EDGE OF A SMALL CLEARING
 AB1680'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT PROJECTS
 AB1680'3 INCHES AND IS STAMPED CALDERO NO 2 1949.
 AB1680'
 AB1680'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AB1680'NO. 2 IS 112.38 FEET.
 AB1680'
 AB1680'THE AZIMUTH MARK IS 14.0 FEET NORTH OF THE CENTER OF A WOODEN
 AB1680'GATE, 2.0 FEET NORTH OF A WITNESS POST AND 1.0 FOOT WEST
 AB1680'OF A WOVEN WIRE FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED
 AB1680'CALDERO 1949.
 AB1680'
 AB1680'TO REACH THE STATION FROM THE LOCKED GATE JUST EAST OF THE
 AB1680'NORIAS RAILROAD STATION, (KEY TO GATE CAN BE OBTAINED FROM
 AB1680'MR. EDWARD DURHAM, FOREMAN, NORIAS SECTION OF THE KING RANCH),
 AB1680'PASS THROUGH GATE AND GO EAST-SOUTHEAST ON A HARD SURFACED
 AB1680'ROAD FOR 5.05 MILES TO A CATTLE GUARD INTO A LARGE ENCLOSURE
 AB1680'AROUND THE BUILDINGS OF THE NORIAS RANCH TURN SOUTH JUST
 AB1680'BEFORE CROSSING CATTLE GUARD AND GO SOUTH ON A TRACK ROAD FOR
 AB1680'0.1 OF A MILE TO A METAL GATE, PASS THROUGH THIS GATE AND
 AB1680'GO 0.3 OF A MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.5
 AB1680'OF A MILE TO A BOARD GATE, PASS THROUGH GATE AND TAKE THE
 AB1680'LEFT FORK AND CONTINUE SOUTHERLY ON TRACK ROAD FOR 1.6
 AB1680'MILES TO A FORK, TAKE THE RIGHT FORK AND GO 0.15 OF A MILE
 AB1680'TO A FORK, TAKE THE LEFT FORK AND GO 3.15 MILES TO A
 AB1680'FORK, TAKE THE RIGHT FORK AND CONTINUE ON MAIN TRAVELED
 AB1680'TRACK ROAD FOR 0.65 OF A MILE TO A FORK, TAKE THE LEFT
 AB1680'FORK AND GO 0.15 OF A MILE TO A FENCE CORNER AND THE
 AB1680'STATION ON THE RIGHT AS DESCRIBED.
 AB1680'
 AB1680'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON TRACK
 AB1680'ROAD FOR 0.1 OF A MILE, HERE TURN LEFT OFF OF TRACK ROAD
 AB1680'AND FOLLOW ALONG THE WEST EDGE OF A FENCE FOR 0.15 OF A MILE
 AB1680'TO A LARGE WOODEN GATE IN THE FENCE AND THE AZIMUTH MARK
 AB1680'AS DESCRIBED.
 AB1680'
 AB1680'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB1680
 AB1680                          STATION RECOVERY (1950)
 AB1680
 AB1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1680'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN
 AB1680'GOOD CONDITION.  THE 1949 DESCRIPTION BY R.L. ENGDAHL IS
 AB1680'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0320 ***********************************************************************
 BM0320  DESIGNATION -  CALDWELL
 BM0320  PID         -  BM0320
 BM0320  STATE/COUNTY-  TX/BURLESON
 BM0320  USGS QUAD   -  CALDWELL (1989)
 BM0320
 BM0320                         *CURRENT SURVEY CONTROL
 BM0320  ___________________________________________________________________
 BM0320* NAD 83(1986)-  30 31 55.     (N)    096 41 34.     (W)     SCALED    
 BM0320* NAVD 88     -       119.53   (+/-2cm)     392.2    (feet)  VERTCON   
 BM0320  ___________________________________________________________________
 BM0320  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BM0320
 BM0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0320
 BM0320.The horizontal coordinates were scaled from a topographic map and have
 BM0320.an estimated accuracy of +/- 6 seconds.
 BM0320
 BM0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0320.The vertical order pertains to the NGVD 29 superseded value.
 BM0320
 BM0320.The geoid height was determined by GEOID03.
 BM0320
 BM0320;                    North         East    Units  Estimated Accuracy
 BM0320;SPC TX C     - 3,101,640.    1,049,280.      MT  (+/- 180 meters Scaled)
 BM0320
 BM0320                          SUPERSEDED SURVEY CONTROL
 BM0320
 BM0320  NGVD 29 (??/??/92)  119.488  (m)          392.02   (f) ADJ UNCH    2 0
 BM0320
 BM0320.Superseded values are not recommended for survey control.
 BM0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0320.See file dsdata.txt to determine how the superseded data were derived.
 BM0320
 BM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU213799(NAD 83)
 BM0320_MARKER: DB = BENCH MARK DISK
 BM0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0320_STAMPING: CALDWELL 1933
 BM0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0320+STABILITY: SURFACE MOTION
 BM0320
 BM0320  HISTORY     - Date     Condition        Report By
 BM0320  HISTORY     - 1933     MONUMENTED       CGS
 BM0320  HISTORY     - 1934     GOOD             NGS
 BM0320  HISTORY     - 19940820 GOOD             USPSQD
 BM0320
 BM0320                          STATION DESCRIPTION
 BM0320
 BM0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BM0320'IN CALDWELL.
 BM0320'IN FRONT OF THE COUNTY COURT HOUSE, SET IN THE FLOWER BED.
 BM0320
 BM0320                          STATION RECOVERY (1994)
 BM0320
 BM0320'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1057 ***********************************************************************
 BM1057  DESIGNATION -  CALDWELL MUNICIPAL TANK
 BM1057  PID         -  BM1057
 BM1057  STATE/COUNTY-  TX/BURLESON
 BM1057  USGS QUAD   -  CALDWELL (1989)
 BM1057
 BM1057                         *CURRENT SURVEY CONTROL
 BM1057  ___________________________________________________________________
 BM1057* NAD 83(1993)-  30 31 36.46038(N)    096 42 52.03452(W)     ADJUSTED  
 BM1057* NAVD 88     -                                                        
 BM1057  ___________________________________________________________________
 BM1057  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 BM1057  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BM1057
 BM1057  HORZ ORDER  -  THIRD
 BM1057
 BM1057.The horizontal coordinates were established by classical geodetic methods
 BM1057.and adjusted by the National Geodetic Survey in February 1996..
 BM1057
 BM1057
 BM1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1057
 BM1057.The geoid height was determined by GEOID03.
 BM1057
 BM1057;                    North         East     Units Scale Factor Converg.
 BM1057;SPC TX C     - 3,100,998.478 1,047,222.779   MT  0.99991582   +1 51 50.2
 BM1057;SPC TX C     -10,173,859.17  3,435,763.40   sFT  0.99991582   +1 51 50.2
 BM1057;UTM  14      - 3,379,383.166   719,290.414   MT  1.00019327   +1 09 41.0
 BM1057
 BM1057                          SUPERSEDED SURVEY CONTROL
 BM1057
 BM1057  NAD 83(1986)-  30 31 36.47908(N)    096 42 52.01606(W) AD(       ) 4
 BM1057  NAD 27      -  30 31 35.73764(N)    096 42 51.10856(W) AD(       ) 3
 BM1057
 BM1057.Superseded values are not recommended for survey control.
 BM1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1057.See file dsdata.txt to determine how the superseded data were derived.
 BM1057
 BM1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU1929079383(NAD 83)
 BM1057_MARKER: 53 = ELEVATED TANK
 BM1057
 BM1057  HISTORY     - Date     Condition        Report By
 BM1057  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM1057  HISTORY     - 19940820 GOOD             USPSQD
 BM1057
 BM1057                          STATION DESCRIPTION
 BM1057
 BM1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM1057'THE FINIAL AT THE TOP CENTER OF THE CALDWELL MUNICIPAL WATER
 BM1057'TANK, LOCATED AT THE SOUTHWEST CORNER OF CALDWELL AND 0.2 MILE
 BM1057'WEST OF STATE HIGHWAY 21.  THE TANK IS PAINTED ORANGE WITH A
 BM1057'WHITE BELT AROUND THE CENTER AND IS SUPPORTED BY A SIX-LEGGED
 BM1057'STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 125 FEET.
 BM1057
 BM1057                          STATION RECOVERY (1994)
 BM1057
 BM1057'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0343 ***********************************************************************
 AY0343  DESIGNATION -  CALF AZ
 AY0343  PID         -  AY0343
 AY0343  STATE/COUNTY-  TX/BEXAR
 AY0343  USGS QUAD   -  MARTINEZ (1992)
 AY0343
 AY0343                         *CURRENT SURVEY CONTROL
 AY0343  ___________________________________________________________________
 AY0343* NAD 83(1986)-  29 26 42.     (N)    098 21 01.     (W)     SCALED    
 AY0343* NAVD 88     -       224.768  (meters)     737.43   (feet)  POSTED    
 AY0343  ___________________________________________________________________
 AY0343  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY0343  DYNAMIC HT  -         224.440 (meters)     736.35  (feet)  COMP
 AY0343  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AY0343
 AY0343  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0343
 AY0343.The horizontal coordinates were scaled from a topographic map and have
 AY0343.an estimated accuracy of +/- 6 seconds.
 AY0343
 AY0343.The orthometric height was determined by differential leveling
 AY0343.and adjusted by the National Geodetic Survey in 1992..
 AY0343.No vertical observational check was made to the station.
 AY0343.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0343.was located on a no-check spur therefore a value was not computed.
 AY0343
 AY0343.The geoid height was determined by GEOID03.
 AY0343
 AY0343.The dynamic height is computed by dividing the NAVD 88
 AY0343.geopotential number by the normal gravity value computed on the
 AY0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0343.degrees latitude (g = 980.6199 gals.).
 AY0343
 AY0343.The modeled gravity was interpolated from observed gravity values.
 AY0343
 AY0343;                    North         East    Units  Estimated Accuracy
 AY0343;SPC TXSC     - 4,178,790.      663,030.      MT  (+/- 180 meters Scaled)
 AY0343
 AY0343                          SUPERSEDED SURVEY CONTROL
 AY0343
 AY0343  NGVD 29 (??/??/92)  224.666  (m)          737.09   (f) ADJ UNCH    1 2
 AY0343
 AY0343.Superseded values are not recommended for survey control.
 AY0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0343.See file dsdata.txt to determine how the superseded data were derived.
 AY0343
 AY0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT630574(NAD 83)
 AY0343_MARKER: DZ = AZIMUTH MARK DISK
 AY0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0343_STAMPING: CALF 1953
 AY0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0343+STABILITY: SURFACE MOTION
 AY0343
 AY0343  HISTORY     - Date     Condition        Report By
 AY0343  HISTORY     - 1953     MONUMENTED       CGS
 AY0343  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0343
 AY0343                          STATION DESCRIPTION
 AY0343
 AY0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0343'4.15 MI NE FROM SAN ANTONIO.
 AY0343'3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH LOOP
 AY0343'13 (W.W. WHITE ROAD) AT SAN ANTONIO, THENCE 0.25 MILE SOUTHWEST ALONG
 AY0343'A PRIVATE ROAD, 162 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD, 54
 AY0343'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED FARMHOUSE, 63
 AY0343'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD BARN, 4 FEET
 AY0343'SOUTHEAST OF A WITNESS POST, 0.25 MILE NORTH OF TRIANGULATION STATION
 AY0343'CALF 1953, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 AY0343'ABOVE THE GROUND.
 AY0343
 AY0343                          STATION RECOVERY (1999)
 AY0343
 AY0343'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0345 ***********************************************************************
 AY0345  DESIGNATION -  CALF RESET
 AY0345  PID         -  AY0345
 AY0345  STATE/COUNTY-  TX/BEXAR
 AY0345  USGS QUAD   -  MARTINEZ (1992)
 AY0345
 AY0345                         *CURRENT SURVEY CONTROL
 AY0345  ___________________________________________________________________
 AY0345* NAD 83(1993)-  29 26 36.05580(N)    098 20 45.13087(W)     ADJUSTED  
 AY0345* NAVD 88     -       228.71   (+/-2cm)     750.4    (feet)  VERTCON   
 AY0345  ___________________________________________________________________
 AY0345  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AY0345  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY0345
 AY0345  HORZ ORDER  -  FIRST
 AY0345  VERT ORDER  -  THIRD (See Below)
 AY0345
 AY0345.The horizontal coordinates were established by classical geodetic methods
 AY0345.and adjusted by the National Geodetic Survey in February 1996..
 AY0345
 AY0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0345.The vertical order pertains to the NGVD 29 superseded value.
 AY0345
 AY0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0345
 AY0345.The geoid height was determined by GEOID03.
 AY0345
 AY0345;                    North         East     Units Scale Factor Converg.
 AY0345;SPC TXSC     - 4,178,609.738   663,454.961   MT  0.99986503   +0 19 13.7
 AY0345;SPC TXSC     -13,709,322.12  2,176,685.15   sFT  0.99986503   +0 19 13.7
 AY0345;UTM  14      - 3,257,284.510   563,439.190   MT  0.99964966   +0 19 17.6
 AY0345
 AY0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0345!SPC TXSC     -   0.99996812  x   0.99986503  =   0.99983316
 AY0345!UTM  14      -   0.99996812  x   0.99964966  =   0.99961779
 AY0345
 AY0345|---------------------------------------------------------------------|
 AY0345| PID    Reference Object                     Distance      Geod. Az  |
 AY0345|                                                           dddmmss.s |
 AY0345| AY0349 CALF RM 4                            50.431 METERS 00018     |
 AY0345| AY0346 CALF RM 1                            26.997 METERS 02835     |
 AY0345| AY1806 RANDOLPH AFB ADMIN BLDG BEACON      APPROX.12.0 KM 0304738.3 |
 AY0345| AY0348 CALF RM 3                            43.612 METERS 08125     |
 AY0345| AY1840 SAN ANTONIO KMAC HIGH MST OF 4      APPROX. 5.8 KM 1840114.7 |
 AY0345| AY1869 SAN ANTONIO TRANSIT TWR TV MST      APPROX.14.3 KM 2605404.7 |
 AY0345| AY1870 SAN ANTONIO SUBUR WTR CO SPIPE      APPROX. 5.8 KM 2715029.6 |
 AY0345| AY0347 CALF RM 2                            41.066 METERS 30553     |
 AY0345| AY0343 CALF AZ                                            3533840.9 |
 AY0345|---------------------------------------------------------------------|
 AY0345
 AY0345                          SUPERSEDED SURVEY CONTROL
 AY0345
 AY0345  NAD 83(1986)-  29 26 36.06101(N)    098 20 45.11294(W) AD(       ) 1
 AY0345  NAD 27      -  29 26 35.22300(N)    098 20 44.06500(W) AD(       ) 1
 AY0345  NGVD 29 (01/29/03)  228.61   (m)          750.0    (f) RESET       3  
 AY0345
 AY0345.Superseded values are not recommended for survey control.
 AY0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0345.See file dsdata.txt to determine how the superseded data were derived.
 AY0345
 AY0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6343957285(NAD 83)
 AY0345_MARKER: DS = TRIANGULATION STATION DISK
 AY0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0345_SP_SET: CONCRETE BLOCK
 AY0345_STAMPING: CALF 1953 1962
 AY0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0345
 AY0345  HISTORY     - Date     Condition        Report By
 AY0345  HISTORY     - 1962     MONUMENTED       CGS
 AY0345  HISTORY     - 1962     GOOD             CGS
 AY0345  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0345  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0345
 AY0345                          STATION DESCRIPTION
 AY0345
 AY0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WCR)
 AY0345'THE SUB-SURFACE STATION MARK, REFERENCE MARK NO. 1 AND THE
 AY0345'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE
 AY0345'STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND DESTROYED.
 AY0345'A NEW SURFACE STATION MARK, AND TWO NEW REFERENCE MARKS NOS.
 AY0345'3 AND 4 WERE SET.  THE UNDER-GROUND STATION MARK WAS HELD
 AY0345'INTACT AND THE SURFACE STATION MARK WAS REPLACED IN ITS
 AY0345'ORIGINAL POSITION.  REFERENCE MARK NO. 1 WAS DESTROYED AT
 AY0345'THE REQUEST OF LAND OWNER, AS IT WAS IN WAY OF CULTIVATION,
 AY0345'AFTER A DIRECTION AND A DISTANCE WAS MEASURED FOR COMPARISON
 AY0345'TO ORIGINAL DATA.  THE ELEVATION WAS ALSO ESTABLISHED AT
 AY0345'THE NEW STATION MARK, REFERENCE MARKS NOS. 3 AND 4 FROM
 AY0345'REFERENCE MARK NO. 1.
 AY0345'
 AY0345'A NEW DESCRIPTION FOLLOWS--THE STATION IS ABOUT 9 MILES
 AY0345'EAST OF SAN ANTONIO, 2 MILES NORTHWEST OF MARTINEZ, 1/2
 AY0345'MILE SOUTH OF U.S. HIGHWAY 90, ON TOP OF A PROMINENT HILL,
 AY0345'KNOW LOCALLY, AS CALF HILL.  THE STATION IS WEST OF A GROUP
 AY0345'OF RANCH BUILDINGS IN A CULTIVATED FIELD, ON LAND OWNED BY
 AY0345'MR. ERNEST KNEUPPER.
 AY0345'
 AY0345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 AY0345'AND LOOP 13 IN THE EAST PART OF SANTONIO, GO EAST ON U.S. HIGHWAY
 AY0345'90 FOR 2.65 MILES TO THE FOSTER ROAD EXIT.  BEAR RIGHT ONTO
 AY0345'THE SERVICE ROAD, GO 0.2 MILE TO A CROSSROAD.  KEEP STRAIGHT
 AY0345'AHEAD, ON THE SERVICE ROAD, EAST, GO 0.7 MILE TO A PRIVATE
 AY0345'DRIVEWAY ON THE RIGHT.  (TO REACH THE AZIMUTH MARK, CONTINUE
 AY0345'EAST 0.15 MILE TO THE DRIVEWAY OF MR. JESSIE THOMAS.  TURN
 AY0345'RIGHT, THROUGH GATE, GO SOUTH 0.2 MILE TO HOUSE AND THE
 AY0345'AZIMUTH MARK.) TURN RIGHT, SOUTH, AND FOLLOW A CLICHE ROAD
 AY0345'0.2 MILE TO WHERE ROAD TURNS EAST.  TURN LEFT, EAST, GO
 AY0345'0.15 MILE TO BARN AND THE STATION ON THE RIGHT.
 AY0345'
 AY0345'STATION MARKS ARE STANDARD DISKS STAMPED CALF 1953 AND CALF
 AY0345'1953 1962.  THE SURFACE DISK IS SET IN A 24 IN X 24 IN CONCRETE
 AY0345'BLOCK WHICH IS 10 INCHES BELOW THE SURFACE OF THE GROUND.
 AY0345'IT IS 128 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN IMPLEMENT
 AY0345'SHED, 78 FEET SOUTHEAST OF THE SOUTH END OF A FENCE, 46 FEET
 AY0345'NORTHWEST OF THE NORTHWEST CORNER OF BARN, AND 35 FEET SOUTH
 AY0345'OF THE CENTER OF DRIVEWAY.  THE UNDERGROUND DISK IS SET IN
 AY0345'AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE
 AY0345'OF THE GROUND.
 AY0345'
 AY0345'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CALF NO 3 1953
 AY0345'1962, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE
 AY0345'SURFACE OF THE GROUND.  IT IS 9-1/2 FEET WEST OF THE WEST SIDE
 AY0345'OF WASH HOUSE, 54 FEET NORTHEAST OF THE NORTHEAST CORNER
 AY0345'OF BARN, 52 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE,
 AY0345'AND 7 FEET SOUTH OF THE SOUTHWEST CORNER OF GARAGE.
 AY0345'
 AY0345'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CALF NO 4
 AY0345'1953 1962, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 AY0345'PROJECTS 4 INCHES.  IT IS 120 FEET NORTH OF THE DRIVEWAY,
 AY0345'117 FEET NORTHWEST OF THE IMPLEMENT SHED, 7 FEET EAST OF
 AY0345'A NORTH-SOUTH FENCE, 1 FOOT SOUTH OF AN EAST-WEST FENCE, AND 2
 AY0345'FEET EAST OF A METAL WITNESS POST.
 AY0345'
 AY0345'AZIMUTH MARK, A STANDARD DISK STAMPED CALF 1953, IS SET
 AY0345'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES.
 AY0345'IT IS 54 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE,
 AY0345'13 FEET NORTH OF THE YARD FENCE, 10 FEET WEST OF THE WEST SIDE OF
 AY0345'CHICKEN HOUSE, AND 4 FEET SOUTHEAST OF A 4 IN X 4 IN WOODEN
 AY0345'WITNESS POST.
 AY0345
 AY0345                          STATION RECOVERY (1962)
 AY0345
 AY0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 AY0345'4 MI E FROM SAN ANTONIO.
 AY0345'ABOUT 2.65 MILES EAST ON U.S. HIGHWAY 90 FROM THE JUNCTION OF U.S.
 AY0345'HIGHWAY 90 AND LOOP 13, IN THE EAST PART OF SAN ANTONIO, THENCE EXIT
 AY0345'ONTO THE SOUTH SERVICE ROAD AT FOSTER ROAD, GO 0.2 MILE TO A
 AY0345'CROSSROAD, THENCE EAST 0.7 MILE ON THE SERVICE ROAD TO A DRIVEWAY ON
 AY0345'THE RIGHT, THENCE, SOUTH AND EAST, 0.35 MILE, ON A CLICHE ROAD TO
 AY0345'RANCH BUILDINGS AND THE MARK, 35 FEET SOUTH OF THE CENTER OF CLICHE
 AY0345'ROAD, 46 FEET NORTHWEST OF THE NORTHWEST CORNER OF BARN, 128 FEET
 AY0345'SOUTHWEST OF AN IMPLEMENT SHED.  A STANDARD TRIANGULATION STATION DISK
 AY0345'STAMPED CALF 1953 1962, SET IN A 24 X 26 IN. CONCRETE BLOCK WHICH IS
 AY0345'10 INCHES BELOW THE SURFACE OF THE GROUND.
 AY0345
 AY0345                          STATION RECOVERY (1967)
 AY0345
 AY0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0345'A THOROUGH SEARCH WAS MADE FOR THE MARK BUT IT WAS NOT FOUND.
 AY0345'THIS AREA IS UNDER CULTIVATION SO THE MARK MAY BE COVERED
 AY0345'OR DESTROYED.
 AY0345'
 AY0345'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.9 MILES
 AY0345'NE ALONG U.S. HIGHWAY 90.
 AY0345
 AY0345                          STATION RECOVERY (1999)
 AY0345
 AY0345'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0348 ***********************************************************************
 AY0348  DESIGNATION -  CALF RM 3
 AY0348  PID         -  AY0348
 AY0348  STATE/COUNTY-  TX/BEXAR
 AY0348  USGS QUAD   -  MARTINEZ (1992)
 AY0348
 AY0348                         *CURRENT SURVEY CONTROL
 AY0348  ___________________________________________________________________
 AY0348* NAD 83(1986)-  29 26 40.     (N)    098 20 55.     (W)     SCALED    
 AY0348* NAVD 88     -       229.01   (+/-2cm)     751.3    (feet)  VERTCON   
 AY0348  ___________________________________________________________________
 AY0348  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY0348
 AY0348  VERT ORDER  -  THIRD (See Below)
 AY0348
 AY0348.The horizontal coordinates were scaled from a topographic map and have
 AY0348.an estimated accuracy of +/- 6 seconds.
 AY0348
 AY0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0348.The vertical order pertains to the NGVD 29 superseded value.
 AY0348
 AY0348.The geoid height was determined by GEOID03.
 AY0348
 AY0348;                    North         East    Units  Estimated Accuracy
 AY0348;SPC TXSC     - 4,178,730.      663,190.      MT  (+/- 180 meters Scaled)
 AY0348
 AY0348                          SUPERSEDED SURVEY CONTROL
 AY0348
 AY0348  NGVD 29 (01/29/03)  228.91   (m)          751.0    (f) RESET       3  
 AY0348
 AY0348.Superseded values are not recommended for survey control.
 AY0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0348.See file dsdata.txt to determine how the superseded data were derived.
 AY0348
 AY0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT631574(NAD 83)
 AY0348_MARKER: DR = REFERENCE MARK DISK
 AY0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0348_STAMPING: CALF NO 3 1953 1962
 AY0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0348+STABILITY: SURFACE MOTION
 AY0348
 AY0348  HISTORY     - Date     Condition        Report By
 AY0348  HISTORY     - 1962     MONUMENTED       CGS
 AY0348  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0348
 AY0348                          STATION DESCRIPTION
 AY0348
 AY0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AY0348'4 MI E FROM SAN ANTONIO.
 AY0348'2.65 MILES EAST ON U.S. HIGHWAY 90 FROM THE JUNCTION OF U.S. HIGHWAY
 AY0348'90 AND LOOP 13 IN EAST PART OF SAN ANTONIO, THENCE EXIT ONTO THE SOUTH
 AY0348'SERVICE ROAD AT FOSTER ROAD, GO 0.2 MILE TO CROSSROADS, THENCE, EAST,
 AY0348'ON SERVICE ROAD 0.7 MILE TO A PRIVATE DRIVEWAY ON THE RIGHT, THENCE
 AY0348'SOUTH AND EAST 0.35 MILE TO CALF RM NO 3 1953 1962, 52 FEET NORTHWEST
 AY0348'OF THE NORTHWEST CORNER OF HOUSE, 54 FEET NORTHEAST OF THE NORTHEAST
 AY0348'CORNER OF BARN, 9-1/2 FEET WEST OF THE WEST SIDE OF WASH HOUSE. A
 AY0348'STANDARD DISK STAMPED CALF NO 3 1953 1962, SET IN A 12 X 12 IN.
 AY0348'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 AY0348
 AY0348                          STATION RECOVERY (1999)
 AY0348
 AY0348'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0349 ***********************************************************************
 AY0349  DESIGNATION -  CALF RM 4
 AY0349  PID         -  AY0349
 AY0349  STATE/COUNTY-  TX/BEXAR
 AY0349  USGS QUAD   -  MARTINEZ (1992)
 AY0349
 AY0349                         *CURRENT SURVEY CONTROL
 AY0349  ___________________________________________________________________
 AY0349* NAD 83(1986)-  29 26 40.     (N)    098 20 55.     (W)     SCALED    
 AY0349* NAVD 88     -       228.66   (+/-2cm)     750.2    (feet)  VERTCON   
 AY0349  ___________________________________________________________________
 AY0349  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY0349
 AY0349  VERT ORDER  -  THIRD (See Below)
 AY0349
 AY0349.The horizontal coordinates were scaled from a topographic map and have
 AY0349.an estimated accuracy of +/- 6 seconds.
 AY0349
 AY0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0349.The vertical order pertains to the NGVD 29 superseded value.
 AY0349
 AY0349.The geoid height was determined by GEOID03.
 AY0349
 AY0349;                    North         East    Units  Estimated Accuracy
 AY0349;SPC TXSC     - 4,178,730.      663,190.      MT  (+/- 180 meters Scaled)
 AY0349
 AY0349                          SUPERSEDED SURVEY CONTROL
 AY0349
 AY0349  NGVD 29 (01/29/03)  228.56   (m)          749.9    (f) RESET       3  
 AY0349
 AY0349.Superseded values are not recommended for survey control.
 AY0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0349.See file dsdata.txt to determine how the superseded data were derived.
 AY0349
 AY0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT631574(NAD 83)
 AY0349_MARKER: DR = REFERENCE MARK DISK
 AY0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0349_STAMPING: CALF NO 4 1953 1962
 AY0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0349+STABILITY: SURFACE MOTION
 AY0349
 AY0349  HISTORY     - Date     Condition        Report By
 AY0349  HISTORY     - 1962     MONUMENTED       CGS
 AY0349  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0349
 AY0349                          STATION DESCRIPTION
 AY0349
 AY0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AY0349'4 MI E FROM SAN ANTONIO.
 AY0349'2.65 MILES EAST ON U.S. HIGHWAY 90 FROM THE JUNCTION OF U.S. HIGHWAY
 AY0349'90 AND LOOP 13, IN THE EAST PART OF SAN ANTONIO, THENCE EXIT ONTO
 AY0349'SERVICE ROAD AT FOSTER ROAD, THENCE 0.2 MILE TO CROSSROADS, THENCE 0.7
 AY0349'MILE, EAST, ON SERVICE ROAD TO A PRIVATE DRIVEWAY ON RIGHT, THENCE
 AY0349'SOUTH AND EAST 0.35 MILE TO CALF REFERENCE MARK NO. 4, 117 FEET
 AY0349'NORTHWEST OF THE NORTHWEST CORNER OF IMPLEMENT SHED, 120 FEET NORTH OF
 AY0349'DRIVEWAY, 1 FOOT SOUTH OF FENCE, AND 2 FEET EAST OF A METAL WITNESS
 AY0349'POST.  A STANDARD REFERENCE MARK DISK STAMPED CALF NO 4 1953 1962, SET
 AY0349'IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 4 INCHES.
 AY0349
 AY0349                          STATION RECOVERY (1999)
 AY0349
 AY0349'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1063 ***********************************************************************
 CA1063  DESIGNATION -  CALHOON ET
 CA1063  PID         -  CA1063
 CA1063  STATE/COUNTY-  TX/COLEMAN
 CA1063  USGS QUAD   -  SPECK MOUNTAIN (1987)
 CA1063
 CA1063                         *CURRENT SURVEY CONTROL
 CA1063  ___________________________________________________________________
 CA1063* NAD 83(1993)-  31 37 23.82498(N)    099 18 03.73002(W)     ADJUSTED  
 CA1063* NAVD 88     -       467.1    (meters)    1532.     (feet)  VERTCON   
 CA1063  ___________________________________________________________________
 CA1063  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CA1063  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CA1063
 CA1063  HORZ ORDER  -  THIRD
 CA1063
 CA1063.The horizontal coordinates were established by classical geodetic methods
 CA1063.and adjusted by the National Geodetic Survey in February 1996..
 CA1063
 CA1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1063
 CA1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1063
 CA1063.The geoid height was determined by GEOID03.
 CA1063
 CA1063;                    North         East     Units Scale Factor Converg.
 CA1063;SPC TX C     - 3,217,360.776   797,934.487   MT  0.99994049   +0 31 54.1
 CA1063;SPC TX C     -10,555,624.48  2,617,890.06   sFT  0.99994049   +0 31 54.1
 CA1063;UTM  14      - 3,498,720.211   471,449.828   MT  0.99961005   -0 09 28.2
 CA1063
 CA1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1063!SPC TX C     -   0.99993064  x   0.99994049  =   0.99987113
 CA1063!UTM  14      -   0.99993064  x   0.99961005  =   0.99954071
 CA1063
 CA1063:                Primary Azimuth Mark                     Grid Az
 CA1063:SPC TX C     -  SANTA ANNA                               355 52 45.6
 CA1063:UTM  14      -  SANTA ANNA                               356 34 07.9
 CA1063
 CA1063|---------------------------------------------------------------------|
 CA1063| PID    Reference Object                     Distance      Geod. Az  |
 CA1063|                                                           dddmmss.s |
 CA1063| CA1061 SANTA ANNA                          APPROX.13.5 KM 3562439.7 |
 CA1063|---------------------------------------------------------------------|
 CA1063
 CA1063                          SUPERSEDED SURVEY CONTROL
 CA1063
 CA1063  NAD 83(1986)-  31 37 23.83265(N)    099 18 03.71498(W) AD(       ) 3
 CA1063  NAD 27      -  31 37 23.28258(N)    099 18 02.52312(W) AD(       ) 3
 CA1063  NGVD 29 (07/19/86)  467.0    (m)         1532.     (f) VERT ANG       
 CA1063
 CA1063.Superseded values are not recommended for survey control.
 CA1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1063.See file dsdata.txt to determine how the superseded data were derived.
 CA1063
 CA1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7145098720(NAD 83)
 CA1063_MARKER: DD = SURVEY DISK
 CA1063_SETTING: 0 = UNSPECIFIED SETTING
 CA1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1063
 CA1063  HISTORY     - Date     Condition        Report By
 CA1063  HISTORY     - 1961     MONUMENTED       USGS
 CA1063
 CA1063                          STATION DESCRIPTION
 CA1063
 CA1063'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CA1063'STATION LOCATED ABOUT 8 MI. S. OF SANTA ANNA, AT CURVE IN FM 2633,
 CA1063'115 FT. N. OF DRIVE W., 50 FT. W. OF CENTERLINE, AT W. RIGHT-OF-WAY
 CA1063'FENCELINE.
 CA1063'
 CA1063'TO REACH FROM SANTA ANNA, GO S. ON U.S. HIGHWAY 283 6 MI. TO JUNCTION
 CA1063'WITH FM 2633, TURN LEFT AND DRIVE E. AND S. 3.9 MI. ALONG FM 2633 TO
 CA1063'TOP OF HILL AND STATION.
 CA1063'
 CA1063'STATION MARK--STANDARD ALUMINUM TABLET SET IN CONCRETE POST PROJECTING
 CA1063'0.2 FT., STAMPED ---CALHOON-ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3128 ***********************************************************************
 CS3128  DESIGNATION -  CALHOUN
 CS3128  PID         -  CS3128
 CS3128  STATE/COUNTY-  TX/BOSQUE
 CS3128  USGS QUAD   -  WALNUT SPRINGS EAST (1979)
 CS3128
 CS3128                         *CURRENT SURVEY CONTROL
 CS3128  ___________________________________________________________________
 CS3128* NAD 83(1993)-  32 05 50.97635(N)    097 41 43.31004(W)     ADJUSTED  
 CS3128* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 CS3128  ___________________________________________________________________
 CS3128  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CS3128  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CS3128
 CS3128  HORZ ORDER  -  SECOND
 CS3128
 CS3128.The horizontal coordinates were established by classical geodetic methods
 CS3128.and adjusted by the National Geodetic Survey in February 1996..
 CS3128
 CS3128.The orthometric height was scaled from a topographic map.
 CS3128
 CS3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3128
 CS3128.The geoid height was determined by GEOID03.
 CS3128
 CS3128;                    North         East     Units Scale Factor Converg.
 CS3128;SPC TX C     - 3,272,441.042   948,998.633   MT  1.00006456   +1 21 31.4
 CS3128;SPC TX C     -10,736,333.65  3,113,506.35   sFT  1.00006456   +1 21 31.4
 CS3128;SPC TXNC     - 2,048,066.876   675,952.056   MT  1.00001012   +0 26 19.8
 CS3128;SPC TXNC     - 6,719,366.08  2,217,686.04   sFT  1.00001012   +0 26 19.8
 CS3128;UTM  14      - 3,551,986.997   623,103.947   MT  0.99978689   +0 41 36.0
 CS3128
 CS3128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3128!SPC TX C     -   0.99995378  x   1.00006456  =   1.00001833
 CS3128!SPC TXNC     -   0.99995378  x   1.00001012  =   0.99996390
 CS3128!UTM  14      -   0.99995378  x   0.99978689  =   0.99974068
 CS3128
 CS3128|---------------------------------------------------------------------|
 CS3128| PID    Reference Object                     Distance      Geod. Az  |
 CS3128|                                                           dddmmss.s |
 CS3128| CX9103 CALHOUN RM 1                         34.561 METERS 15431     |
 CS3128| CX9102 CALHOUN AZ MK                                      2094759.9 |
 CS3128| CX9104 CALHOUN RM 2                         28.342 METERS 24626     |
 CS3128|---------------------------------------------------------------------|
 CS3128
 CS3128                          SUPERSEDED SURVEY CONTROL
 CS3128
 CS3128  NAD 83(1986)-  32 05 50.98194(N)    097 41 43.28916(W) AD(       ) 2
 CS3128  NAD 27      -  32 05 50.45100(N)    097 41 42.19900(W) AD(       ) 2
 CS3128
 CS3128.Superseded values are not recommended for survey control.
 CS3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3128.See file dsdata.txt to determine how the superseded data were derived.
 CS3128
 CS3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA2310451987(NAD 83)
 CS3128_MARKER: DS = TRIANGULATION STATION DISK
 CS3128_SETTING: 0 = UNSPECIFIED SETTING
 CS3128
 CS3128  HISTORY     - Date     Condition        Report By
 CS3128  HISTORY     - 1944     MONUMENTED       CGS
 CS3128  HISTORY     - 1955     GOOD             USGS
 CS3128  HISTORY     - 1959     GOOD             CGS
 CS3128  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS3128
 CS3128                          STATION DESCRIPTION
 CS3128
 CS3128'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3128'STATION IS ON THE HIGHEST PART OF THE HILL, ABOUT 0.3 MILE
 CS3128'E OF DR. J.S. CALHOUNS RANCH HOUSE, 8 MILES SSW OF EULOGY,
 CS3128'AND 4 MILES NE OF WALNUT SPRINGS.  THE MARK IS 0.2 MILE W
 CS3128'OF STATE HIGHWAY 174, 90 FEET SW OF A 12-INCH LIVE OAK TREE,
 CS3128'AND ABOUT 50 PACES E OF AN OLD ROAD.  IT PROJECTS ABOUT 2
 CS3128'INCHES.
 CS3128'
 CS3128'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS3128'DISKS SET IN CONCRETE.
 CS3128'
 CS3128'REFERENCE MARK 1 IS SE OF THE STATION NEAR LARGE STUMP.  IT
 CS3128'PROJECTS ABOUT 4 INCHES.
 CS3128'
 CS3128'REFERENCE MARK 2 IS SW OF THE STATION.  IT PROJECTS ABOUT 4
 CS3128'INCHES.
 CS3128'
 CS3128'AZIMUTH MARK IS S OF THE STATION, 1 FOOT W OF THE E ROAD
 CS3128'FENCE, 25 FEET E OF THE CENTER LINE OF THE ROAD, AND AT THE
 CS3128'N END OF A CURVE IN THE ROAD.  IT PROJECTS ABOUT 2 INCHES.
 CS3128'
 CS3128'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CS3128'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CS3128'
 CS3128'TO REACH THE STATION FROM WALNUT SPRINGS, GO NW ON STATE
 CS3128'HIGHWAY 174 FOR 4.3 MILES TO A BOARD GATE ON THE LEFT SIDE
 CS3128'OF THE ROAD AT THE ENTRANCE TO DR. J.S. CALHOUNS RANCH (CONTINUE
 CS3128'ALONG HIGHWAY 174 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 CS3128'E SIDE OF THE ROAD).  TURN LEFT THROUGH GATE AND GO 0.6 MILE
 CS3128'TO RANCH HOUSE.  BEAR RIGHT ON TRACK ROAD, PASSING THROUGH
 CS3128'TWO WIRE GATES, FOR 0.5 MILE TO AN OLD ROADBED.  TURN RIGHT
 CS3128'ON OLD ROAD FOR ABOUT 100 YARDS, THEN LEFT ABOUT 50 YARDS
 CS3128'TO THE TOP OF THE HILL AND THE STATION.
 CS3128'
 CS3128'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CS3128
 CS3128                          STATION RECOVERY (1955)
 CS3128
 CS3128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CS3128'RECOVERED BY USGS IN 1955.
 CS3128'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE,
 CS3128'STAMPED---CALHOUN 1944---.
 CS3128
 CS3128                          STATION RECOVERY (1959)
 CS3128
 CS3128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (KMB)
 CS3128'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3128'IN GOOD CONDITION AS DESCRIBED.  UNABLE TO LOCATE THE AZIMUTH
 CS3128'MARK.  TO REACH THE STATION FROM RAILROAD STATION IN WALNUT
 CS3128'SPRINGS GO NORTH ON S.H. 144 FOR 0.47 MILE.  TURN RIGHT
 CS3128'NORTHEAST ON GRAVEL ROAD FOR 4.2 MILES.  STATION IS AT TOP
 CS3128'OF HILL ON LEFT 780 FEET FROM THE ROAD.
 CS3128
 CS3128                          STATION RECOVERY (2001)
 CS3128
 CS3128'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS3128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2237 ***********************************************************************
 AN2237  DESIGNATION -  CALHOUN MATAGORDA CO BDRY MON
 AN2237  PID         -  AN2237
 AN2237  STATE/COUNTY-  TX/CALHOUN
 AN2237  USGS QUAD   -  TURTLE BAY (1995)
 AN2237
 AN2237                         *CURRENT SURVEY CONTROL
 AN2237  ___________________________________________________________________
 AN2237* NAD 83(1993)-  28 38 32.54559(N)    096 19 21.80535(W)     ADJUSTED  
 AN2237* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2237  ___________________________________________________________________
 AN2237  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AN2237  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN2237
 AN2237  HORZ ORDER  -  THIRD
 AN2237
 AN2237.The horizontal coordinates were established by classical geodetic methods
 AN2237.and adjusted by the National Geodetic Survey in February 1996..
 AN2237
 AN2237.The orthometric height was scaled from a topographic map.
 AN2237
 AN2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2237
 AN2237.The geoid height was determined by GEOID03.
 AN2237
 AN2237;                    North         East     Units Scale Factor Converg.
 AN2237;SPC TXSC     - 4,092,661.162   861,724.057   MT  0.99993573   +1 18 41.9
 AN2237;SPC TXSC     -13,427,339.16  2,827,173.01   sFT  0.99993573   +1 18 41.9
 AN2237;UTM  14      - 3,171,297.058   761,710.878   MT  1.00044536   +1 17 02.6
 AN2237
 AN2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2237!SPC TXSC     -   1.00000407  x   0.99993573  =   0.99993980
 AN2237!UTM  14      -   1.00000407  x   1.00044536  =   1.00044943
 AN2237
 AN2237                          SUPERSEDED SURVEY CONTROL
 AN2237
 AN2237  NAD 83(1986)-  28 38 32.55219(N)    096 19 21.78415(W) AD(       ) 4
 AN2237  NAD 27      -  28 38 31.56900(N)    096 19 20.89100(W) AD(       ) 3
 AN2237
 AN2237.Superseded values are not recommended for survey control.
 AN2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2237.See file dsdata.txt to determine how the superseded data were derived.
 AN2237
 AN2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6171171297(NAD 83)
 AN2237_MARKER: 71 = BOUNDARY MONUMENT
 AN2237
 AN2237  HISTORY     - Date     Condition        Report By
 AN2237  HISTORY     - 1931     FIRST OBSERVED   CGS
 AN2237
 AN2237                          STATION DESCRIPTION
 AN2237
 AN2237'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0820 ***********************************************************************
 CB0820  DESIGNATION -  CALICHE
 CB0820  PID         -  CB0820
 CB0820  STATE/COUNTY-  TX/RUNNELS
 CB0820  USGS QUAD   -  ROWENA (1984)
 CB0820
 CB0820                         *CURRENT SURVEY CONTROL
 CB0820  ___________________________________________________________________
 CB0820* NAD 83(1993)-  31 38 45.97018(N)    100 01 50.42673(W)     ADJUSTED  
 CB0820* NAVD 88     -       543.6    (meters)    1783.     (feet)  VERTCON   
 CB0820  ___________________________________________________________________
 CB0820  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CB0820  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 CB0820
 CB0820  HORZ ORDER  -  SECOND
 CB0820
 CB0820.The horizontal coordinates were established by classical geodetic methods
 CB0820.and adjusted by the National Geodetic Survey in February 1996..
 CB0820
 CB0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0820
 CB0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0820
 CB0820.The geoid height was determined by GEOID03.
 CB0820
 CB0820;                    North         East     Units Scale Factor Converg.
 CB0820;SPC TX C     - 3,219,475.356   728,706.908   MT  0.99994488   +0 09 21.2
 CB0820;SPC TX C     -10,562,562.06  2,390,765.91   sFT  0.99994488   +0 09 21.2
 CB0820;UTM  14      - 3,501,671.166   402,272.866   MT  0.99971779   -0 32 26.9
 CB0820
 CB0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0820!SPC TX C     -   0.99991856  x   0.99994488  =   0.99986344
 CB0820!UTM  14      -   0.99991856  x   0.99971779  =   0.99963637
 CB0820
 CB0820:                Primary Azimuth Mark                     Grid Az
 CB0820:SPC TX C     -  BALLINGER W TEX UTIL RAD MAST            027 56 28.2
 CB0820:UTM  14      -  BALLINGER W TEX UTIL RAD MAST            028 38 16.3
 CB0820
 CB0820|---------------------------------------------------------------------|
 CB0820| PID    Reference Object                     Distance      Geod. Az  |
 CB0820|                                                           dddmmss.s |
 CB0820| CA1191 BALLINGER W TEX UTIL RAD MAST       APPROX.13.4 KM 0280549.4 |
 CB0820| CB0818 BOOM                                APPROX. 4.9 KM 0283310.6 |
 CB0820| CA1192 BALLINGER LONE STAR GAS MAST        APPROX.14.0 KM 0291517.5 |
 CB0820| CA1177 BALLINGER FIRST METH CH SPIRE       APPROX.13.1 KM 0301440.9 |
 CB0820| CA1178 BALLINGER TALLEST WATER TOWER       APPROX.13.5 KM 0341421.3 |
 CB0820| CA1181 MICROWAVE TWR 2 S BALLINGER         APPROX.11.9 KM 0465329.2 |
 CB0820| CV4431 CALICHE RM 1                         19.122 METERS 06040     |
 CB0820| CB0819 GRAVE USGS 1967                       8.895 METERS 35724     |
 CB0820|---------------------------------------------------------------------|
 CB0820
 CB0820                          SUPERSEDED SURVEY CONTROL
 CB0820
 CB0820  NAD 83(1986)-  31 38 45.97703(N)    100 01 50.41248(W) AD(       ) 2
 CB0820  NAD 27      -  31 38 45.41713(N)    100 01 49.10572(W) AD(       ) 2
 CB0820  NGVD 29 (07/19/86)  543.5    (m)         1783.     (f) VERT ANG       
 CB0820
 CB0820.Superseded values are not recommended for survey control.
 CB0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0820.See file dsdata.txt to determine how the superseded data were derived.
 CB0820
 CB0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0227301671(NAD 83)
 CB0820_MARKER: DS = TRIANGULATION STATION DISK
 CB0820_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0820+WITH SETTING: INFORMATION.
 CB0820_SP_SET: PREFABRICATED CONCRETE POST
 CB0820
 CB0820  HISTORY     - Date     Condition        Report By
 CB0820  HISTORY     - 1967     MONUMENTED       USGS
 CB0820
 CB0820                          STATION DESCRIPTION
 CB0820
 CB0820'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EEM)
 CB0820'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH AND 5.0 MILES
 CB0820'WEST OF BALLINGER AND ABOUT 0.2 MILES SOUTH AND 1.2 MILES
 CB0820'EAST OF ROWENA.  ON THE NORTH EDGE OF A SMALL CALICHE PIT AND
 CB0820'5 FEET NORTHWEST OF A METAL WITNESS POST.
 CB0820'
 CB0820'TO REACH THE STATION FROM THE ROWENA POST OFFICE, PROCEED
 CB0820'EAST 0.5 MILE TO T-ROAD.  TURN RIGHT (SOUTH) FOR 0.1 MILE
 CB0820'TO FIELD ROAD EAST, THENCE LEFT (EAST) 0.6 MILE ALONG FIELD
 CB0820'ROAD, PASSING TWO DRIVEWAYS TO A CALICHE PIT ON THE LEFT
 CB0820'AND THE STATION SITE ON THE NORTH EDGE OF THE PIT.
 CB0820'
 CB0820'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CB0820'STEEL ROD, DRIVEN TO POINT OF REFUSAL (8.0 FEET), CENTERED
 CB0820'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED
 CB0820'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND
 CB0820'STAMPED CALICHE ET 1967.
 CB0820'
 CB0820'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CB0820'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF REFUSAL
 CB0820'(7.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING
 CB0820'12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH
 CB0820'WITH THE GROUND AND STAMPED CALICHE ET 1967 NO. 1.
 CB0820'
 CB0820'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CEMENTED IN BURIED
 CB0820'BOULDER.  THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED
 CB0820'GRAVE 1956 - 1967.
 CB0820'
 CB0820'DISTANCE BETWEEN REFERENCE MARKS IS 56.05 FEET (17.086 METERS).
 CB0820'
 CB0820'STATION BOOM ET, 3.0 MILES NORTH-NORTHEAST, IS VISIBLE FROM
 CB0820'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1481 ***********************************************************************
 AH1481  DESIGNATION -  CALIXTRO WINDMILL
 AH1481  PID         -  AH1481
 AH1481  STATE/COUNTY-  TX/KLEBERG
 AH1481  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1481
 AH1481                         *CURRENT SURVEY CONTROL
 AH1481  ___________________________________________________________________
 AH1481* NAD 83(1993)-  27 27 19.72535(N)    097 23 38.25768(W)     ADJUSTED  
 AH1481* NAVD 88     -                                                        
 AH1481  ___________________________________________________________________
 AH1481  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH1481  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AH1481
 AH1481  HORZ ORDER  -  THIRD
 AH1481
 AH1481.The horizontal coordinates were established by classical geodetic methods
 AH1481.and adjusted by the National Geodetic Survey in February 1996..
 AH1481
 AH1481
 AH1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1481
 AH1481.The geoid height was determined by GEOID03.
 AH1481
 AH1481;                    North         East     Units Scale Factor Converg.
 AH1481;SPC TX S     - 5,198,666.549   409,324.595   MT  0.99992612   +0 30 07.7
 AH1481;SPC TX S     -17,055,958.50  1,342,925.78   sFT  0.99992612   +0 30 07.7
 AH1481;UTM  14      - 3,037,911.132   658,708.535   MT  0.99991093   +0 44 26.3
 AH1481
 AH1481                          SUPERSEDED SURVEY CONTROL
 AH1481
 AH1481  NAD 83(1986)-  27 27 19.73811(N)    097 23 38.23352(W) AD(       ) 4
 AH1481  NAD 27      -  27 27 18.59300(N)    097 23 37.25900(W) AD(       ) 3
 AH1481
 AH1481.Superseded values are not recommended for survey control.
 AH1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1481.See file dsdata.txt to determine how the superseded data were derived.
 AH1481
 AH1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5870937911(NAD 83)
 AH1481_MARKER: 66 = WINDMILL
 AH1481
 AH1481  HISTORY     - Date     Condition        Report By
 AH1481  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1481
 AH1481                          STATION DESCRIPTION
 AH1481
 AH1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1481'ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT 2 MILES
 AH1481'EAST-SOUTHEAST OF OJO DE AGUA CAMP, ABOUT 100 YDS. W. OF MAIN
 AH1481'PAVED ROAD FROM NORTH GATE OF KING RANCH TO MARTILLE CAMP,
 AH1481'100 FT. SW OF A CIRCULAR CONCRETE TANK USED FOR WATER.  IT
 AH1481'IS MOUNTED ON A STEEL TOWER.
 AH1481'
 AH1481'THE NAME CALIXTRO IS A PROPER NAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0790 ***********************************************************************
 DO0790  DESIGNATION -  CALL
 DO0790  PID         -  DO0790
 DO0790  STATE/COUNTY-  TX/WICHITA
 DO0790  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0790
 DO0790                         *CURRENT SURVEY CONTROL
 DO0790  ___________________________________________________________________
 DO0790* NAD 83(1993)-  33 53 32.55576(N)    098 33 19.29592(W)     ADJUSTED  
 DO0790* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 DO0790  ___________________________________________________________________
 DO0790  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DO0790  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DO0790
 DO0790  HORZ ORDER  -  SECOND
 DO0790
 DO0790.The horizontal coordinates were established by classical geodetic methods
 DO0790.and adjusted by the National Geodetic Survey in February 1996..
 DO0790
 DO0790.The orthometric height was scaled from a topographic map.
 DO0790
 DO0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0790
 DO0790.The geoid height was determined by GEOID03.
 DO0790
 DO0790;                    North         East     Units Scale Factor Converg.
 DO0790;SPC TXNC     - 2,246,820.641   594,879.241   MT  0.99998012   -0 01 48.7
 DO0790;SPC TXNC     - 7,371,444.05  1,951,699.64   sFT  0.99998012   -0 01 48.7
 DO0790;UTM  14      - 3,750,311.973   541,113.411   MT  0.99962084   +0 14 52.6
 DO0790
 DO0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0790!SPC TXNC     -   0.99995520  x   0.99998012  =   0.99993532
 DO0790!UTM  14      -   0.99995520  x   0.99962084  =   0.99957606
 DO0790
 DO0790|---------------------------------------------------------------------|
 DO0790| PID    Reference Object                     Distance      Geod. Az  |
 DO0790|                                                           dddmmss.s |
 DO0790| CX6840 CALL RM 1                            24.751 METERS 16619     |
 DO0790| CX6841 CALL RM 2                            22.949 METERS 27443     |
 DO0790| CX6839 CALL AZ MK                                         3034807.5 |
 DO0790|---------------------------------------------------------------------|
 DO0790
 DO0790                          SUPERSEDED SURVEY CONTROL
 DO0790
 DO0790  NAD 83(1993)-  33 53 32.55611(N)    098 33 19.29538(W) AD(       ) 2
 DO0790  NAD 83(1986)-  33 53 32.55880(N)    098 33 19.28284(W) AD(       ) 2
 DO0790  NAD 27      -  33 53 32.21152(N)    098 33 18.08196(W) AD(       ) 2
 DO0790
 DO0790.Superseded values are not recommended for survey control.
 DO0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0790.See file dsdata.txt to determine how the superseded data were derived.
 DO0790
 DO0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4111350312(NAD 83)
 DO0790_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0790_STAMPING: CALL 1965
 DO0790_PROJECTION: FLUSH
 DO0790_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0790
 DO0790  HISTORY     - Date     Condition        Report By
 DO0790  HISTORY     - 1965     MONUMENTED       CGS
 DO0790  HISTORY     - 1975     GOOD             NGS
 DO0790  HISTORY     - 19960101 SEE DESCRIPTION  TXDOT
 DO0790  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0790
 DO0790                          STATION DESCRIPTION
 DO0790
 DO0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0790'THE STATION IS IN THE WEST EDGE OF WICHITA FALLS, ABOUT 3 MILES
 DO0790'WEST OF THE CENTER OF TOWN, 1/2 MILE EAST OF CHANNEL 3 TELEVISION
 DO0790'STATION AND 0.05 MILE NORTH OF U.S. HIGHWAYS 82 AND 277, ON
 DO0790'PROPERTY OF THE WAGGONER ESTATE.
 DO0790'
 DO0790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82, 277
 DO0790'AND LOOP 11 IN THE WEST EDGE OF WICHITA FALLS, GO WEST ON
 DO0790'U.S. HIGHWAYS 82 AND 277 FOR 1.7 MILES TO AN ABANDONED SERVICE
 DO0790'STATION ON THE LEFT AND A TRACK ROAD RIGHT.  (TO REACH THE AZIMUTH
 DO0790'MARK, CONTINUE WEST ON HIGHWAYS FOR 0.55 MILE TO A CROSSROAD.
 DO0790'TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.65 MILE TO THE MARK ON
 DO0790'THE LEFT.) TURN RIGHT AND GO NORTH, PASSING THROUGH GATE
 DO0790'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 DO0790'
 DO0790'STATION MARK IS A STANDARD DISK, STAMPED CALL 1965, SET IN THE
 DO0790'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0790'FLUSH WITH THE GROUND.  IT IS 106 FEET SOUTH OF THE SOUTHWEST
 DO0790'CORNER OF A SMALL CORRAL, 55 FEET SOUTHEAST OF THE SOUTHEAST
 DO0790'CORNER OF A FEED SHED AND 53 FEET EAST OF THE CENTERLINE OF
 DO0790'A TRACK ROAD.
 DO0790'
 DO0790'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CALL NO 1 1965,
 DO0790'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0790'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 102 FEET
 DO0790'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE FEED SHED, 19
 DO0790'FEET WEST OF THE CENTERLINE OF THE TRACK ROAD AND ABOUT THE SAME
 DO0790'ELEVATION AS THE STATION.
 DO0790'
 DO0790'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CALL NO 2 1965,
 DO0790'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0790'THAT IS FLUSH WITH THE GROUND.  IT IS 47 FEET SOUTHWEST OF THE
 DO0790'SOUTHWEST CORNER OF THE CORRAL, 6 FEET NORTH OF THE NORTHEAST
 DO0790'CORNER OF THE FEED SHED AND ABOUT THE SAME ELEVATION AS THE
 DO0790'STATION.
 DO0790'
 DO0790'AZIMUTH MARK IS A STANDARD DISK, STAMPED CALL 1965, SET IN THE
 DO0790'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0790'3 INCHES ABOVE THE GROUND.  IT IS 36 FEET WEST OF THE CENTERLINE
 DO0790'OF A PAVED ROAD, 33 FEET NORTH OF A POWER LINE POLE, 2 FEET
 DO0790'NORTH OF A WITNESS POST AND 1 FOOT EAST OF A RIGHT-OF-WAY FENCE.
 DO0790'
 DO0790'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 DO0790
 DO0790                          STATION RECOVERY (1975)
 DO0790
 DO0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0790'NO MEASUREMENT BETWEEN THE RMS DUE TO SHED ON LINE.
 DO0790'
 DO0790'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DO0790'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTIONS TO THE
 DO0790'AZIMUTH MARK CHECKED ADEQUATE, HOWEVER, A DIFFERENCE OF 3 MINUTES
 DO0790'AND 27 SECONDS SMALLER WAS NOTED TO REFERENCE MARK 2 AND THE
 DO0790'DISTANCE CHECKED ADEQUATE, A DIFFERENCE OF 1 MINUTE AND 24
 DO0790'SECONDS SMALLER WAS NOTED TO REFERENCE MARK 1 AND THE DISTANCE
 DO0790'IN DIFFERENCE OF 0.014 METERS LONGER, NO EVIDENCE OF MOVEMENT
 DO0790'OF THE MARKS, THE CARDINAL DIRECTIONS FOR THE MARKS CHECKED
 DO0790'THE 1965 DESCRIPTION ADEQUATE.  A NEW DESCRIPTION FOR THE
 DO0790'ROUTE AND LOCATION OF THE STATION FOLLOWS.
 DO0790'
 DO0790'THE STATION IS LOCATED IN THE WEST EDGE OF WICHITA FALLS, ABOUT 3.0
 DO0790'MILES WEST OF THE CENTER OF TOWN, 1/2 MILE NORTHEAST OF CHANNEL
 DO0790'3 TELEVISION STATION AND NOW ON LAND OWNED BY MRS. FRANCIS ANN
 DO0790'DICKINSON, MR. GEORGE LITTLE, OFFICE MANAGER, HIS OFFICE IS IN THE
 DO0790'CITY NATIONAL BANK BUILDING, ROOM 1111, TELEPHONE NUMBER
 DO0790'222-5941.
 DO0790'
 DO0790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82, 277 AND
 DO0790'LOOP 11 (BEVERLY DRIVE) IN THE WEST EDGE OF WICHITA FALLS, GO
 DO0790'SOUTHWEST ON U.S. HIGHWAYS 82, 277 (SEYMOUR HIGHWAY) FOR 1.7 MILES
 DO0790'TO A LOCKED GATE ON THE RIGHT AND RIVERCREST ROAD ON THE LEFT.
 DO0790'(CONTINUE SOUTHWEST ON SEYMOUR HIGHWAY FOR 0.55 MILE TO TURTLE
 DO0790'ROAD.  TURN RIGHT AND GO NORTH-NORTHWEST ON TURTLE ROAD FOR 0.65
 DO0790'MILE TO THE AZIMUTH MARK ON THE LEFT).  TURN RIGHT, PASSING
 DO0790'THROUGH LOCKED GATE, AND GO NORTH-NORTHWEST ON A BLADED ROAD FOR
 DO0790'0.05 MILE TO THE STATION ON THE RIGHT.
 DO0790'
 DO0790'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST EDGE OF
 DO0790'WICHITA FALLS.
 DO0790'
 DO0790'HEIGHT OF LIGHT ABOVE STATION MARK 99.9 FEET.
 DO0790
 DO0790                          STATION RECOVERY (1996)
 DO0790
 DO0790'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1996 (WFO)
 DO0790'A SEARCH FOR THE MONUMENT WAS MADE BY TRIANGULATING USING WICHITA
 DO0790'FALLS NW MUN TANK, WICHITA FALLS TV KAUZ MAST, AND WICHITA FALLS TV
 DO0790'KFDX MAST.  AFTER OBTAINING TRIANGULATED POSITION, MONUMENT IN
 DO0790'QUESTION WAS UNCOVERED APPROXIMATELY 0.8 FT (24.4 CM) BELOW EXISTING
 DO0790'GRADE, APPROXIMATELY 2.1 FT (0.6 M) NORTH OF COORDINATE POSITION, AND
 DO0790'NOT PLUMB.  SURROUNDING PROPERTY HAS APPARENTLY BEEN ROOT PLOWED
 DO0790'WITHIN THE PAST TWO YEARS.
 DO0790
 DO0790                          STATION RECOVERY (2001)
 DO0790
 DO0790'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0864 ***********************************************************************
 CB0864  DESIGNATION -  CALLAN
 CB0864  PID         -  CB0864
 CB0864  STATE/COUNTY-  TX/MENARD
 CB0864  USGS QUAD   -  DEL VENADO RANCH (1970)
 CB0864
 CB0864                         *CURRENT SURVEY CONTROL
 CB0864  ___________________________________________________________________
 CB0864* NAD 83(1993)-  31 02 07.39669(N)    100 04 52.56716(W)     ADJUSTED  
 CB0864* NAVD 88     -       714.     (meters)    2343.     (feet)  SCALED    
 CB0864  ___________________________________________________________________
 CB0864  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CB0864  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CB0864
 CB0864  HORZ ORDER  -  FIRST
 CB0864
 CB0864.The horizontal coordinates were established by classical geodetic methods
 CB0864.and adjusted by the National Geodetic Survey in February 1996..
 CB0864
 CB0864.The orthometric height was scaled from a topographic map.
 CB0864
 CB0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0864
 CB0864.The geoid height was determined by GEOID03.
 CB0864
 CB0864;                    North         East     Units Scale Factor Converg.
 CB0864;SPC TX C     - 3,151,756.848   724,061.495   MT  0.99988192   +0 07 47.4
 CB0864;SPC TX C     -10,340,388.93  2,375,525.09   sFT  0.99988192   +0 07 47.4
 CB0864;UTM  14      - 3,434,025.854   396,810.789   MT  0.99973134   -0 33 27.1
 CB0864
 CB0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0864!SPC TX C     -   0.99989145  x   0.99988192  =   0.99977338
 CB0864!UTM  14      -   0.99989145  x   0.99973134  =   0.99962282
 CB0864
 CB0864|---------------------------------------------------------------------|
 CB0864| PID    Reference Object                     Distance      Geod. Az  |
 CB0864|                                                           dddmmss.s |
 CB0864| CV4434 CALLAN RM 2                          36.794 METERS 11424     |
 CB0864| BO0434 KING                                APPROX. 5.5 KM 1670525.9 |
 CB0864| CV4432 CALLAN AZ MK                                       1842231.0 |
 CB0864| CV4433 CALLAN RM 1                          50.360 METERS 35229     |
 CB0864|---------------------------------------------------------------------|
 CB0864
 CB0864                          SUPERSEDED SURVEY CONTROL
 CB0864
 CB0864  NAD 83(1986)-  31 02 07.40357(N)    100 04 52.55282(W) AD(       ) 1
 CB0864  NAD 27      -  31 02 06.80200(N)    100 04 51.27100(W) AD(       ) 1
 CB0864
 CB0864.Superseded values are not recommended for survey control.
 CB0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0864.See file dsdata.txt to determine how the superseded data were derived.
 CB0864
 CB0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV9681134026(NAD 83)
 CB0864_MARKER: DS = TRIANGULATION STATION DISK
 CB0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0864
 CB0864  HISTORY     - Date     Condition        Report By
 CB0864  HISTORY     - 1935     MONUMENTED       CGS
 CB0864  HISTORY     - 1937     GOOD             TXHD
 CB0864  HISTORY     - 1939     GOOD             TXGS
 CB0864  HISTORY     - 1942     GOOD             CGS
 CB0864  HISTORY     - 1958     GOOD             CGS
 CB0864  HISTORY     - 1968     SEE DESCRIPTION  CGS
 CB0864
 CB0864                          STATION DESCRIPTION
 CB0864
 CB0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0864'STATION IS ON THE LAND OF JOHN TREADWELL, ABOUT 15 MILES N BY E
 CB0864'OF FORT MC KAVETT, ABOUT 2 MILES E OF MENARD-SCHLEICHER COUNTY LINE.
 CB0864'
 CB0864'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CB0864'SET IN CONCRETE AS DESCRIBED.
 CB0864'
 CB0864'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CB0864'HOLE SET IN BEDROCK.
 CB0864'
 CB0864'REFERENCE MARK NO. 1 IS E BY S OF THE STATION, AND PROJECTS
 CB0864'4 INCHES.
 CB0864'
 CB0864'REFERENCE MARK NO. 2 IS N OF THE STATION, 1 FOOT E OF THE FENCE,
 CB0864'16 FEET E OF THE CENTER LINE OF ROAD, AND PROJECTS 6 INCHES.
 CB0864'
 CB0864'AZIMUTH MARK IS 1.0 MILE S OF THE STATION, 3 FEET W OF FENCE,
 CB0864'15 FEET W OF THE CENTER LINE OF ROAD, AND PROJECTS 5 INCHES.
 CB0864'TO REACH AZIMUTH, GO S FOR 1.0 MILE TO MARK ON RIGHT (W) IN FIELD.
 CB0864'
 CB0864'TO REACH FROM THE GULF GAS STATION IN FORT MC KAVETT, GO E ON
 CB0864'THE MENARD ROAD FOR 0.5 MILE, FORD THE SAN SABA RIVER AND FOLLOW
 CB0864'MAIN ROAD N FOR 10.6 MILES TO CROSSROADS.  CONTINUE STRAIGHT
 CB0864'AHEAD (N) FOR 4.15 MILES TO TOP OF GRADE AND STATION ON RIGHT,
 CB0864'(E).  MARK IS 15 FEET E OF FENCE, 30 FEET E OF THE CENTER LINE
 CB0864'OF ROAD, AND IS FLUSH WITH THE GROUND.
 CB0864'
 CB0864'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 CB0864
 CB0864                          STATION RECOVERY (1937)
 CB0864
 CB0864'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0864'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CB0864'
 CB0864'DIRECTIONS FOR FINDING STATION ARE SATISFACTORY WITH THE
 CB0864'FOLLOWING CHANGE MADE IN STARTING--GO E FROM MAGNOLIA STATION
 CB0864'IN FORT MC KAVETT 0.3 MILE, TURN NE ON ROAD, LEAVING MENARD
 CB0864'ROAD.  FORD SAN SABA RIVER, ETC.  THE CROSSROADS MENTIONED HAS
 CB0864'BEEN CLOSED TO THE E.  ON THE W WILL BE SEEN A RANCH HOUSE AT
 CB0864'ABOUT 1000 FEET.
 CB0864
 CB0864                          STATION RECOVERY (1939)
 CB0864
 CB0864'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 CB0864'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CB0864
 CB0864                          STATION RECOVERY (1942)
 CB0864
 CB0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WPM)
 CB0864'DID NOT HAVE DESCRIPTION.  BOTH REFERENCE POINTS ARE IN PLACE.
 CB0864'DID NOT FIND AZIMUTH MARK.  STATION IN GOOD CONDITION.
 CB0864
 CB0864                          STATION RECOVERY (1958)
 CB0864
 CB0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JM)
 CB0864'STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE RECOVERED
 CB0864'IN GOOD CONDITION.  MOST OF THE OLD ROAD NORTH FROM FT. MC KAVETT
 CB0864'AS WELL AS THE CROSSROAD CALLED FOR IN ORIGINAL DESCRIPTION
 CB0864'ARE NOW ABANDONED.  NEW DESCRIPTION FOLLOWS--
 CB0864'
 CB0864'TO REACH THE STATION FROM THE MOST NORTHERLY INTERSECTION OF
 CB0864'U.S. HIGHWAY 83 AND STATE HIGHWAY 29 IN MENARD, FOLLOW STATE
 CB0864'HIGHWAY 29 WESTERLY APPROXIMATELY 21.0 MILES TO A CROSSROAD
 CB0864'ABOUT 0.13 MILE WEST OF THE MENARD-SCHLEICHER COUNTY LINE.
 CB0864'TURN RIGHT, NORTH, ON COUNTY ROAD FOR 8.2 MILES, TURN RIGHT,
 CB0864'EAST, FOR 0.95 MILE, TURN LEFT, NORTH, FOR 2.89 MILES TO TOP
 CB0864'OF GRADE AND STATION ON RIGHT, ABOUT 250 FEET SOUTH OF PRIVATE
 CB0864'ROAD LEFT, WEST, TO RUSSELL RANCH.  REFERENCE MARK NO. 1 IS
 CB0864'COVERED WITH ROCK AND DIRT AND STATION ALMOST COVERED DUE
 CB0864'TO CONSTRUCTION OF FIRE LANES.
 CB0864
 CB0864                          STATION RECOVERY (1968)
 CB0864
 CB0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0864'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 CB0864'GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED BY ROAD
 CB0864'CONSTRUCTION AND THE AZIMUTH MARK HAS BEEN DESTROYED BY PIPELINE
 CB0864'CONSTRUCTION.  DUE TO A POWERLINE TOO CLOSE TO THE STATION, CALLAN
 CB0864'2 WAS ESTABLISHED AT THIS TIME.
 CB0864'
 CB0864'FOR ROUTE TO REACH, AND DESCRIPTION OF THE STATION, SEE
 CB0864'DESCRIPTION FOR CALLAN 2.
 CB0864'
 CB0864'THE DISTANCE TO REFERENCE MARK 1 IS 165.24 FEET OR 50.365
 CB0864'METERS.  THIS COMPARED FAVORABLE WITH 1935 OBSERVATIONS.
 CB0864'
 CB0864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CB0864'15 MILES NORTH OF FORT MC KAVETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0867 ***********************************************************************
 CB0867  DESIGNATION -  CALLAN 2
 CB0867  PID         -  CB0867
 CB0867  STATE/COUNTY-  TX/MENARD
 CB0867  USGS QUAD   -  DEL VENADO RANCH (1970)
 CB0867
 CB0867                         *CURRENT SURVEY CONTROL
 CB0867  ___________________________________________________________________
 CB0867* NAD 83(1993)-  31 02 07.36494(N)    100 04 51.51385(W)     ADJUSTED  
 CB0867* NAVD 88     -       713.75   (+/-2cm)    2341.7    (feet)  VERTCON   
 CB0867  ___________________________________________________________________
 CB0867  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CB0867  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CB0867
 CB0867  HORZ ORDER  -  FIRST
 CB0867  VERT ORDER  -  THIRD ? (See Below)
 CB0867
 CB0867.The horizontal coordinates were established by classical geodetic methods
 CB0867.and adjusted by the National Geodetic Survey in February 1996..
 CB0867
 CB0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0867.The vertical order pertains to the NGVD 29 superseded value.
 CB0867
 CB0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0867
 CB0867.The geoid height was determined by GEOID03.
 CB0867
 CB0867;                    North         East     Units Scale Factor Converg.
 CB0867;SPC TX C     - 3,151,755.934   724,089.426   MT  0.99988192   +0 07 47.9
 CB0867;SPC TX C     -10,340,385.93  2,375,616.73   sFT  0.99988192   +0 07 47.9
 CB0867;UTM  14      - 3,434,024.605   396,838.704   MT  0.99973127   -0 33 26.5
 CB0867
 CB0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0867!SPC TX C     -   0.99989151  x   0.99988192  =   0.99977344
 CB0867!UTM  14      -   0.99989151  x   0.99973127  =   0.99962281
 CB0867
 CB0867|---------------------------------------------------------------------|
 CB0867| PID    Reference Object                     Distance      Geod. Az  |
 CB0867|                                                           dddmmss.s |
 CB0867| CB0866 CALLAN 2 RM A 1968                   28.049 METERS 02706     |
 CB0867| CV4436 CALLAN 2 RM 3                        23.364 METERS 08059     |
 CB0867| CV4435 CALLAN 2 AZ MK 2                                   1835101.4 |
 CB0867| CB0864 CALLAN                               27.950 METERS 27200     |
 CB0867|---------------------------------------------------------------------|
 CB0867
 CB0867                          SUPERSEDED SURVEY CONTROL
 CB0867
 CB0867  NAD 83(1986)-  31 02 07.37181(N)    100 04 51.49928(W) AD(       ) 1
 CB0867  NAD 27      -  31 02 06.77019(N)    100 04 50.21767(W) AD(       ) 1
 CB0867  NGVD 29 (07/19/86)  713.62   (m)         2341.3    (f) LEVELING    3  
 CB0867
 CB0867.Superseded values are not recommended for survey control.
 CB0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0867.See file dsdata.txt to determine how the superseded data were derived.
 CB0867
 CB0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV9683934025(NAD 83)
 CB0867_MARKER: DS = TRIANGULATION STATION DISK
 CB0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0867+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CB0867
 CB0867  HISTORY     - Date     Condition        Report By
 CB0867  HISTORY     - 1968     MONUMENTED       CGS
 CB0867  HISTORY     - 1986     GOOD
 CB0867
 CB0867                          STATION DESCRIPTION
 CB0867
 CB0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0867'THE STATION IS ABOUT 19 MILES WEST-NORTHWEST OF MENARD, 18-1/2
 CB0867'MILES SOUTHWEST OF EDEN, 15 MILES NORTH OF FORT MC KAVETT, AND ON
 CB0867'PROPERTY OWNED BY MR. U.E. ROGERS.
 CB0867'
 CB0867'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND
 CB0867'87 IN THE CENTER OF EDEN, GO WEST ON U.S. HIGHWAY 87 FOR 5.0
 CB0867'MILES TO THE JUNCTION OF RANCH ROAD 176.  TURN LEFT AND GO SOUTH
 CB0867'ON RANCH ROAD 176 FOR 5.1 MILES TO A SIDE ROAD RIGHT.  TURN
 CB0867'RIGHT AND GO WEST ON GRADED ROAD FOR 1.0 MILE TO A T
 CB0867'INTERSECTION.  TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 0.6
 CB0867'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST AND NORTH ON
 CB0867'GRADED ROAD FOR 0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 CB0867'GO WEST ON GRADED ROAD FOR 6.5 MILES TO A T INTERSECTION.  TURN
 CB0867'LEFT AND GO SOUTH ON GRADED ROAD FOR 5.2 MILES TO RANCH
 CB0867'BUILDINGS ON THE LEFT.  CONTINUE SOUTH ON GRADED ROAD FOR
 CB0867'3.4 MILES TO A SIDE ROAD RIGHT AND SIGN ROCKING CHAIR RANCH
 CB0867'5 MILES, AND A BOARD GATE ON THE LEFT.  TURN LEFT FOR 100
 CB0867'FEET TO THE BOARD GATE.  PASS THROUGH THE GATE AND THE STATION IS
 CB0867'ON THE RIGHT.
 CB0867'
 CB0867'THE STATION IS A STANDARD DISK STAMPED CALLAN 2 1967, SET IN
 CB0867'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 2
 CB0867'INCHES ABOVE THE GROUND SURFACE.  IT IS 111 FEET SOUTH OF
 CB0867'DIAGONAL FENCE, 110 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 7
 CB0867'FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CB0867'
 CB0867'CALLAN 1935 IS A STANDARD STATION MARK DISK STAMPED CALLAN 1935,
 CB0867'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT AND FLUSH
 CB0867'WITH THE GROUND SURFACE.  IT IS 50.6 FEET SOUTHEAST OF A FENCE
 CB0867'CORNER, 18.1 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 16.2 FEET
 CB0867'WEST OF A 12-INCH LIVE OAK TREE WITH TRIANGLE BLAZE.
 CB0867'
 CB0867'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CALLAN NO 1 1935,
 CB0867'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 CB0867'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 170 FEET EAST OF THE
 CB0867'RIGHT-OF-WAY FENCE AND 82 FEET SOUTHEAST OF THE METAL WITNESS
 CB0867'POST.
 CB0867'
 CB0867'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CALLAN 2 NO 3 1967,
 CB0867'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 CB0867'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 70 FEET EAST OF THE
 CB0867'METAL WITNESS POST AND 8 FEET WEST OF A CLUMP OF LIVE OAK TREES.
 CB0867'
 CB0867'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CALLAN 2 AZ 2 1967,
 CB0867'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 CB0867'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 63 FEET EAST OF THE
 CB0867'CENTER OF THE GRADED ROAD, 47 FEET EAST OF A METAL WITNESS POST
 CB0867'WITH SIGN ATTACHED AND FENCE, AND 23 FEET SOUTH OF A LONE 6-INCH
 CB0867'LIVE OAK TREE.
 CB0867'
 CB0867'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRADED
 CB0867'ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CB0867
 CB0867                          STATION RECOVERY (1986)
 CB0867
 CB0867'RECOVERED 1986
 CB0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0866 ***********************************************************************
 CB0866  DESIGNATION -  CALLAN 2 RM A 1968
 CB0866  PID         -  CB0866
 CB0866  STATE/COUNTY-  TX/MENARD
 CB0866  USGS QUAD   -  DEL VENADO RANCH (1970)
 CB0866
 CB0866                         *CURRENT SURVEY CONTROL
 CB0866  ___________________________________________________________________
 CB0866* NAD 83(1993)-  31 02 08.17568(N)    100 04 51.03193(W)     ADJUSTED  
 CB0866* NAVD 88     -       712.38   (+/-2cm)    2337.2    (feet)  VERTCON   
 CB0866  ___________________________________________________________________
 CB0866  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CB0866  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CB0866
 CB0866  HORZ ORDER  -  FIRST
 CB0866  VERT ORDER  -  THIRD ? (See Below)
 CB0866
 CB0866.The horizontal coordinates were established by classical geodetic methods
 CB0866.and adjusted by the National Geodetic Survey in February 1996..
 CB0866
 CB0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0866.The vertical order pertains to the NGVD 29 superseded value.
 CB0866
 CB0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0866
 CB0866.The geoid height was determined by GEOID03.
 CB0866
 CB0866;                    North         East     Units Scale Factor Converg.
 CB0866;SPC TX C     - 3,151,780.928   724,102.148   MT  0.99988192   +0 07 48.2
 CB0866;SPC TX C     -10,340,467.93  2,375,658.46   sFT  0.99988192   +0 07 48.2
 CB0866;UTM  14      - 3,434,049.441   396,851.722   MT  0.99973124   -0 33 26.3
 CB0866
 CB0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0866!SPC TX C     -   0.99989172  x   0.99988192  =   0.99977366
 CB0866!UTM  14      -   0.99989172  x   0.99973124  =   0.99962299
 CB0866
 CB0866:                Primary Azimuth Mark                     Grid Az
 CB0866:SPC TX C     -  LACKEY                                   087 21 57.9
 CB0866:UTM  14      -  LACKEY                                   088 03 12.4
 CB0866
 CB0866|---------------------------------------------------------------------|
 CB0866| PID    Reference Object                     Distance      Geod. Az  |
 CB0866|                                                           dddmmss.s |
 CB0866| CA1135 LACKEY                              APPROX.14.0 KM 0872946.1 |
 CB0866| CB0867 CALLAN 2                             28.049 METERS 20706     |
 CB0866|---------------------------------------------------------------------|
 CB0866
 CB0866                          SUPERSEDED SURVEY CONTROL
 CB0866
 CB0866  NAD 83(1986)-  31 02 08.18272(N)    100 04 51.01727(W) AD(       ) 1
 CB0866  NAD 27      -  31 02 07.58093(N)    100 04 49.73574(W) AD(       ) 1
 CB0866  NGVD 29 (07/19/86)  712.25   (m)         2336.8    (f) LEVELING    3  
 CB0866
 CB0866.Superseded values are not recommended for survey control.
 CB0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0866.See file dsdata.txt to determine how the superseded data were derived.
 CB0866
 CB0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV9685234049(NAD 83)
 CB0866_MARKER: DS = TRIANGULATION STATION DISK
 CB0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0866+STABILITY: SURFACE MOTION
 CB0866
 CB0866  HISTORY     - Date     Condition        Report By
 CB0866  HISTORY     - 1968     MONUMENTED       CGS
 CB0866
 CB0866                          STATION DESCRIPTION
 CB0866
 CB0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0866'THE STATION IS LOCATED ABOUT 19 MILES WEST-NORTHWEST OF MENARD,
 CB0866'18-1/2 MILES SOUTHWEST OF EDEN, 15 MILES NORTH OF FORT MC KAVETT
 CB0866'AND ON PROPERTY OWNED BY MR. U.E. ROGERS.
 CB0866'
 CB0866'THE STATION MARK IS A STANDARD DISK, STAMPED CALLAN 2 RM A 1967,
 CB0866'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CB0866'5-INCHES.  IT IS 90.2 FEET NORTH-NORTHEAST OF A METAL WITNESS
 CB0866'POST WITH SIGN ATTACHED, 71.5 FEET SOUTH-SOUTHEAST OF A BRACED
 CB0866'FENCE CORNER POST AND 49 FEET WEST-SOUTHWEST OF THE NEAREST
 CB0866'POINT OF A GRAVEL PIT.
 CB0866'
 CB0866'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CALLAN
 CB0866'2 1968.
 CB0866'
 CB0866'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND
 CB0866'87 IN THE CENTER OF EDEN, GO WEST ON U.S. HIGHWAY 87 FOR 5.0
 CB0866'MILES TO THE JUNCTION OF RANCH ROAD 176.  TURN LEFT AND GO SOUTH
 CB0866'ON RANCH ROAD 176 FOR 5.1 MILES TO A SIDE ROAD RIGHT.  TURN
 CB0866'RIGHT AND GO WEST ON GRADED ROAD FOR 1.0 MILE TO A T
 CB0866'INTERSECTION.  TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 0.6
 CB0866'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST AND NORTH ON
 CB0866'GRADED ROAD FOR 0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 CB0866'GO WEST ON GRADED ROAD FOR 6.5 MILES TO A T INTERSECTION.  TURN
 CB0866'LEFT AND GO SOUTH ON GRADED ROAD FOR 5.2 MILES TO RANCH
 CB0866'BUILDINGS ON THE LEFT.  CONTINUE SOUTH ON GRADED ROAD FOR
 CB0866'3.4 MILES TO A SIDE ROAD RIGHT AND SIGN ROCKING CHAIR RANCH
 CB0866'5 MILES, AND A BOARD GATE ON THE LEFT.  TURN LEFT FOR 100
 CB0866'FEET TO THE BOARD GATE.  PASS THROUGH THE GATE AND STATION CALLAN 2 IS
 CB0866'ON THE RIGHT.  CALLAN 2 RM A IS 92.024 FEET NNE OF CALLAN 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0748 ***********************************************************************
 CR0748  DESIGNATION -  CALLAWAY
 CR0748  PID         -  CR0748
 CR0748  STATE/COUNTY-  TX/VAN ZANDT
 CR0748  USGS QUAD   -  BEN WHEELER (1984)
 CR0748
 CR0748                         *CURRENT SURVEY CONTROL
 CR0748  ___________________________________________________________________
 CR0748* NAD 83(1993)-  32 28 58.72372(N)    095 44 03.72600(W)     ADJUSTED  
 CR0748* NAVD 88     -       197.233  (meters)     647.09   (feet)  ADJUSTED  
 CR0748  ___________________________________________________________________
 CR0748  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CR0748  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CR0748  DYNAMIC HT  -         197.005 (meters)     646.34  (feet)  COMP
 CR0748  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 CR0748
 CR0748  HORZ ORDER  -  FIRST
 CR0748  VERT ORDER  -  SECOND    CLASS 0
 CR0748
 CR0748.The horizontal coordinates were established by classical geodetic methods
 CR0748.and adjusted by the National Geodetic Survey in February 1996..
 CR0748
 CR0748.The orthometric height was determined by differential leveling
 CR0748.and adjusted by the National Geodetic Survey in June 1991..
 CR0748
 CR0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0748
 CR0748.The geoid height was determined by GEOID03.
 CR0748
 CR0748.The dynamic height is computed by dividing the NAVD 88
 CR0748.geopotential number by the normal gravity value computed on the
 CR0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0748.degrees latitude (g = 980.6199 gals.).
 CR0748
 CR0748.The modeled gravity was interpolated from observed gravity values.
 CR0748
 CR0748;                    North         East     Units Scale Factor Converg.
 CR0748;SPC TXNC     - 2,093,942.882   859,903.625   MT  0.99992153   +1 30 30.1
 CR0748;SPC TXNC     - 6,869,877.61  2,821,200.48   sFT  0.99992153   +1 30 30.1
 CR0748;UTM  15      - 3,597,266.693   243,045.752   MT  1.00041426   -1 28 09.5
 CR0748
 CR0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0748!SPC TXNC     -   0.99997308  x   0.99992153  =   0.99989462
 CR0748!UTM  15      -   0.99997308  x   1.00041426  =   1.00038733
 CR0748
 CR0748:                Primary Azimuth Mark                     Grid Az
 CR0748:SPC TXNC     -  TV STATION KLTV RELAY MAST               012 34 31.6
 CR0748:UTM  15      -  TV STATION KLTV RELAY MAST               015 33 11.2
 CR0748
 CR0748|---------------------------------------------------------------------|
 CR0748| PID    Reference Object                     Distance      Geod. Az  |
 CR0748|                                                           dddmmss.s |
 CR0748| CR1297 TV STATION KLTV RELAY MAST          APPROX. 0.8 KM 0140501.7 |
 CR0748| CX9105 CALLAWAY AZ MK                                     0193236.6 |
 CR0748| CR1325 VAN MUNICIPAL TANK                  APPROX.10.8 KM 0605705.6 |
 CR0748| CR0747 CALLAWAY RM 1                        57.394 METERS 14403     |
 CR0748| CR0746 CALLAWAY RM 2                        47.634 METERS 19341     |
 CR0748|---------------------------------------------------------------------|
 CR0748
 CR0748                          SUPERSEDED SURVEY CONTROL
 CR0748
 CR0748  NAD 83(1986)-  32 28 58.73138(N)    095 44 03.71145(W) AD(       ) 1
 CR0748  NAD 27      -  32 28 58.23100(N)    095 44 02.84000(W) AD(       ) 1
 CR0748  NGVD 29 (??/??/92)  197.246  (m)          647.13   (f) ADJ UNCH    2 0
 CR0748
 CR0748.Superseded values are not recommended for survey control.
 CR0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0748.See file dsdata.txt to determine how the superseded data were derived.
 CR0748
 CR0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR4304697267(NAD 83)
 CR0748_MARKER: DS = TRIANGULATION STATION DISK
 CR0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0748_STAMPING: CALLAWAY 1935
 CR0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0748+STABILITY: SURFACE MOTION
 CR0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0748+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0748
 CR0748  HISTORY     - Date     Condition        Report By
 CR0748  HISTORY     - 1935     MONUMENTED       CGS
 CR0748  HISTORY     - 1937     GOOD             TXHD
 CR0748  HISTORY     - 1948     SEE DESCRIPTION  CGS
 CR0748  HISTORY     - 1948     GOOD             NGS
 CR0748  HISTORY     - 1957     GOOD             CGS
 CR0748  HISTORY     - 19780226 GOOD             USGS
 CR0748  HISTORY     - 19950904 GOOD             USPSQD
 CR0748  HISTORY     - 20040605 GOOD             USPSQD
 CR0748
 CR0748                          STATION DESCRIPTION
 CR0748
 CR0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR0748'STATION IS ABOUT 3 MILES NW OF BEN WHEELER, 9-1/2 MILES SE
 CR0748'OF CANTON, 13 MILES S OF GRAND SALINE, ON LAND OWNED BY MRS. D.E.
 CR0748'CALLAWAY.  IT IS ON AN UNCULTIVATED STRIP BETWEEN TWO FIELDS,
 CR0748'150 FEET N OF AN E-W ROAD, 14 FEET W OF A FEILD ROAD LEADING N TO
 CR0748'A HOUSE, 70 FEET S OF THE SOUTHERLY OF A LINE OF A TALL HEDGE
 CR0748'TREES.  IT PROJECTS 4 INCHES.
 CR0748'
 CR0748'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR0748'BRONZE DISKS SET IN CONCRETE.
 CR0748'
 CR0748'REFERENCE MARK NO. 1 IS SE OF THE STATION, 12 FEET N OF
 CR0748'THE E-W ROAD, 147.50 FEET E OF REFERENCE MARK NO. 2.  IT PROJECTS
 CR0748'2 INCHES.
 CR0748'
 CR0748'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 12 FEET N OF THE
 CR0748'ROAD.  IT PROJECTS 3 INCHES.
 CR0748'
 CR0748'AZIMUTH MARK IS NNE OF THE STATION, 1 FOOT W OF THE W RIGHT-OF-WAY
 CR0748'FENCE OF A N-S ROAD, 12 FEET S OF A GATEWAY AND A FIELD ROAD,
 CR0748'55 YARDS N OF THE POINT WHERE THE ROAD TURNS E.  IT PROJECTS
 CR0748'4 INCHES.
 CR0748'
 CR0748'TO REACH FROM THE POST OFFICE IN BEN WHEELER--GO NW ON STATE
 CR0748'HIGHWAY 64, 2.7 MILES TO A SIDE ROAD S AND A DIM ROAD N.  TURN
 CR0748'N, GO 0.6 MILE, TURN E, AND GO E, N, NE, AND E FOR 0.4 MILE
 CR0748'TO POINT WHERE MAIN TRAVEL TURNS N ON FIELD ROAD THROUGH
 CR0748'GATEWAY.  STATION IS THEN 150 FEET N.
 CR0748'
 CR0748'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 CR0748
 CR0748                          STATION RECOVERY (1937)
 CR0748
 CR0748'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CR0748'DESCRIPTION GIVEN PROVED SATISFACTORY.  THE STATION WAS
 CR0748'RECOVERED IN GOOD CONDITION.
 CR0748
 CR0748                          STATION RECOVERY (1948)
 CR0748
 CR0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CKW)
 CR0748'LETTER OF C.K. WITHROW, CHIEF OF PARTY, U.S.C. AND G.S.,
 CR0748'BOX 48, MISOURI VALLEY, IOWA, DATED APRIL 26, 1948--
 CR0748'
 CR0748'THERE WAS A HEAVY MAT OF GRASS AT THE SITE OF THE AZIMUTH
 CR0748'MARK.  DISTANCE HAD TO BE ESTIMATED AS WE WERE UNABLE TO GET
 CR0748'THE TRUCK INTO THE FIELD.  MARK POSSIBLY THERE.
 CR0748
 CR0748                          STATION RECOVERY (1948)
 CR0748
 CR0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CR0748'3.7 MI NW FROM BEN WHEELER.
 CR0748'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT BEN
 CR0748'WHEELER, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, THENCE 0.15 MILE
 CR0748'EAST ALONG A TRAIL, THENCE 0.1 MILE NORTH ALONG A TRAIL THROUGH A
 CR0748'FIELD, THENCE 0.15 MILE NORTHEAST ALONG A TRAIL, 167.0 FEET NORTH OF
 CR0748'THE CENTER LINE OF AN EAST-WEST TRAIL, 68.0 FEET SOUTH OF THE MOST
 CR0748'SOUTHERLY TREE IN A NORTH-SOUTH ROW OF HEDGE TREES, 25.0 FEET NORTH OF
 CR0748'THE NORTH EDGE OF A PLUM THICKET, 11.0 FEET WEST OF THE CENTER LINE OF
 CR0748'A FIELD ROAD LEADING NORTH, SET IN THE TOP OF A CONCRETE POST
 CR0748'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0748
 CR0748                          STATION RECOVERY (1957)
 CR0748
 CR0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR0748'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 CR0748'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CR0748'A NEW DESCRIPTION FOLLOWS.
 CR0748'
 CR0748'THE STATION IS ABOUT 3 MILES AIRLINE NORTHWEST OF BEN WHEELER AND
 CR0748'3 MILES SOUTH OF COLFAX IN AN UNCULTIVATED FIELD.  IT IS 174
 CR0748'FEET NORTH OF AN EAST-WEST FENCE LINE, 65 FEET SOUTH OF THE
 CR0748'SOUTH EDGE OF A HEDGE ROW.  IT PROJECTS 6 INCHES AND IS STAMPED
 CR0748'CALLAWAY 1935.
 CR0748'
 CR0748'REFERENCE MARK NO. 1 IS 13 FEET NORTH OF AN EAST-WEST FENCE LINE.
 CR0748'IT PROJECTS 4 INCHES AND IS STAMPED CALLAWAY NO 1 1935.
 CR0748'
 CR0748'REFERENCE MARK NO. 2 IS 15 FEET NORTH OF AN EAST-WEST FENCE
 CR0748'LINE.  IT PROJECTS 4 INCHES AND IS STAMPED CALLAWAY NO 2 1935.
 CR0748'
 CR0748'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTER OF AN OILED
 CR0748'ROAD, 17 FEET SOUTH OF THE CENTER OF A WIRE GATE, 2 FEET EAST
 CR0748'OF A NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH OF A WHITE WITNESS
 CR0748'POST.  IT PROJECTS 2 INCHES AND IS STAMPED CALLAWAY 1935.
 CR0748'
 CR0748'TO REACH THE STATION FROM THE POST OFFICE IN BEN WHEELER
 CR0748'GO NORTHWEST ON FARM ROAD 279 FOR 1.15 MILES TO THE JUNCTION OF
 CR0748'TEXAS HIGHWAY 64.  TURN LEFT ON TEXAS HIGHWAY 64 AND GO 0.5 MILE
 CR0748'TO A SIDE ROAD RIGHT.  (AZIMUTH DESCRIPTION STARTS FROM HERE).
 CR0748'CONTINUE STRAIGHT AHEAD ON TEXAS HIGHWAY 64 AND GO 0.9 MILE TO A
 CR0748'WHITE FARM HOUSE ON THE RIGHT.  TURN RIGHT INTO THE FARM YARD
 CR0748'AND GO ABOUT 50 YARDS TO AN IRON GATE, JUST WEST OF THE FARM
 CR0748'HOUSE.  PASS THROUGH THE IRON GATE AND FOLLOW A TRACK ROAD FOR
 CR0748'0.2 MILE TO A DIM FORK ABOUT 50 YARDS PAST A FENCE CORNER.
 CR0748'TAKE THE LEFT FORK AND GO 0.1 MILE TO A SOUTHWEST FENCE
 CR0748'CORNER.  FROM THE FENCE CORNER GO NORTH THEN EAST FOLLOWING A
 CR0748'TRACK ROAD AROUND A FENCED FIELD TO GAP IN THE FENCE.
 CR0748'TURN A SHARP LEFT JUST AFTER PASSING THROUGH THE WIRE GAP
 CR0748'AND GO 0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 CR0748'NORTHERLY FOR 0.1 MILE TO AN EAST-WEST FENCE LINE DEAD AHEAD.
 CR0748'THE STATION IS ABOUT 50 YARDS NORTH-NORTHEAST OF THE FENCE
 CR0748'AS DESCRIBED.
 CR0748'
 CR0748'TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED IN THE
 CR0748'STATION DESCRIPTION TURN RIGHT ON THE SIDE ROAD AND GO 1.8 MILES
 CR0748'TO A T ROAD.  TURN LEFT AND GO 0.3 MILE TO THE AZIMUTH MARK
 CR0748'ON THE LEFT AS DESCRIBED.
 CR0748
 CR0748                          STATION RECOVERY (1978)
 CR0748
 CR0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (BJD)
 CR0748'RECOVERED IN GOOD CONDITION.
 CR0748
 CR0748                          STATION RECOVERY (1995)
 CR0748
 CR0748'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0748'RECOVERED IN GOOD CONDITION.
 CR0748
 CR0748                          STATION RECOVERY (2004)
 CR0748
 CR0748'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0747 ***********************************************************************
 CR0747  DESIGNATION -  CALLAWAY RM 1
 CR0747  PID         -  CR0747
 CR0747  STATE/COUNTY-  TX/VAN ZANDT
 CR0747  USGS QUAD   -  BEN WHEELER (1984)
 CR0747
 CR0747                         *CURRENT SURVEY CONTROL
 CR0747  ___________________________________________________________________
 CR0747* NAD 83(1986)-  32 28 59.     (N)    095 44 03.     (W)     SCALED    
 CR0747* NAVD 88     -       197.004  (meters)     646.34   (feet)  ADJUSTED  
 CR0747  ___________________________________________________________________
 CR0747  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CR0747  DYNAMIC HT  -         196.776 (meters)     645.59  (feet)  COMP
 CR0747  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 CR0747
 CR0747  VERT ORDER  -  SECOND    CLASS 0
 CR0747
 CR0747.The horizontal coordinates were scaled from a topographic map and have
 CR0747.an estimated accuracy of +/- 6 seconds.
 CR0747
 CR0747.The orthometric height was determined by differential leveling
 CR0747.and adjusted by the National Geodetic Survey in June 1991..
 CR0747
 CR0747.The geoid height was determined by GEOID03.
 CR0747
 CR0747.The dynamic height is computed by dividing the NAVD 88
 CR0747.geopotential number by the normal gravity value computed on the
 CR0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0747.degrees latitude (g = 980.6199 gals.).
 CR0747
 CR0747.The modeled gravity was interpolated from observed gravity values.
 CR0747
 CR0747;                    North         East    Units  Estimated Accuracy
 CR0747;SPC TXNC     - 2,093,950.      859,920.      MT  (+/- 180 meters Scaled)
 CR0747
 CR0747                          SUPERSEDED SURVEY CONTROL
 CR0747
 CR0747  NGVD 29 (??/??/92)  197.016  (m)          646.38   (f) ADJ UNCH    2 0
 CR0747
 CR0747.Superseded values are not recommended for survey control.
 CR0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0747.See file dsdata.txt to determine how the superseded data were derived.
 CR0747
 CR0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR430972(NAD 83)
 CR0747_MARKER: DR = REFERENCE MARK DISK
 CR0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0747_STAMPING: CALLAWAY NO 1 1935
 CR0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0747+STABILITY: SURFACE MOTION
 CR0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0747+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0747
 CR0747  HISTORY     - Date     Condition        Report By
 CR0747  HISTORY     - 1935     MONUMENTED       CGS
 CR0747  HISTORY     - 1948     GOOD             NGS
 CR0747  HISTORY     - 19780226 GOOD             USGS
 CR0747  HISTORY     - 19950904 GOOD             USPSQD
 CR0747  HISTORY     - 20040605 GOOD             USPSQD
 CR0747  HISTORY     - 20050711 GOOD             USPSQD
 CR0747
 CR0747                          STATION DESCRIPTION
 CR0747
 CR0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0747'3.7 MI NW FROM BEN WHEELER.
 CR0747'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT BEN
 CR0747'WHEELER, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, THENCE 0.15 MILE
 CR0747'EAST ALONG A TRAIL, THENCE 0.1 MILE NORTH ALONG A TRAIL THROUGH A
 CR0747'FIELD, THENCE 0.15 MILE NORTHEAST ALONG A TRAIL, 76 YARDS (PACED)
 CR0747'SOUTHEAST OF THE MOST SOUTHERLY TREE IN NORTH-SOUTH ROW OF HEDGE
 CR0747'TREES, 102.0 FEET EAST OF THE EAST END OF A GATE ACROSS A FIELD ROAD
 CR0747'LEADING NORTH, 13.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 CR0747'TRAIL, 6.0 FEET NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 CR0747'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0747
 CR0747                          STATION RECOVERY (1978)
 CR0747
 CR0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (BJD)
 CR0747'RECOVERED IN GOOD CONDITION.
 CR0747
 CR0747                          STATION RECOVERY (1995)
 CR0747
 CR0747'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0747'RECOVERED IN GOOD CONDITION.
 CR0747
 CR0747                          STATION RECOVERY (2004)
 CR0747
 CR0747'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0747'RECOVERED IN GOOD CONDITION.
 CR0747
 CR0747                          STATION RECOVERY (2005)
 CR0747
 CR0747'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0746 ***********************************************************************
 CR0746  DESIGNATION -  CALLAWAY RM 2
 CR0746  PID         -  CR0746
 CR0746  STATE/COUNTY-  TX/VAN ZANDT
 CR0746  USGS QUAD   -  BEN WHEELER (1984)
 CR0746
 CR0746                         *CURRENT SURVEY CONTROL
 CR0746  ___________________________________________________________________
 CR0746* NAD 83(1986)-  32 28 59.     (N)    095 44 03.     (W)     SCALED    
 CR0746* NAVD 88     -       197.198  (meters)     646.97   (feet)  ADJUSTED  
 CR0746  ___________________________________________________________________
 CR0746  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CR0746  DYNAMIC HT  -         196.970 (meters)     646.23  (feet)  COMP
 CR0746  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 CR0746
 CR0746  VERT ORDER  -  SECOND    CLASS 0
 CR0746
 CR0746.The horizontal coordinates were scaled from a topographic map and have
 CR0746.an estimated accuracy of +/- 6 seconds.
 CR0746
 CR0746.The orthometric height was determined by differential leveling
 CR0746.and adjusted by the National Geodetic Survey in June 1991..
 CR0746
 CR0746.The geoid height was determined by GEOID03.
 CR0746
 CR0746.The dynamic height is computed by dividing the NAVD 88
 CR0746.geopotential number by the normal gravity value computed on the
 CR0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0746.degrees latitude (g = 980.6199 gals.).
 CR0746
 CR0746.The modeled gravity was interpolated from observed gravity values.
 CR0746
 CR0746;                    North         East    Units  Estimated Accuracy
 CR0746;SPC TXNC     - 2,093,950.      859,920.      MT  (+/- 180 meters Scaled)
 CR0746
 CR0746                          SUPERSEDED SURVEY CONTROL
 CR0746
 CR0746  NGVD 29 (??/??/92)  197.210  (m)          647.01   (f) ADJ UNCH    2 0
 CR0746
 CR0746.Superseded values are not recommended for survey control.
 CR0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0746.See file dsdata.txt to determine how the superseded data were derived.
 CR0746
 CR0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR430972(NAD 83)
 CR0746_MARKER: DR = REFERENCE MARK DISK
 CR0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0746_STAMPING: CALLAWAY NO 2 1935
 CR0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0746+STABILITY: SURFACE MOTION
 CR0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0746+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0746
 CR0746  HISTORY     - Date     Condition        Report By
 CR0746  HISTORY     - 1935     MONUMENTED       CGS
 CR0746  HISTORY     - 1948     GOOD             NGS
 CR0746  HISTORY     - 19780226 GOOD             USGS
 CR0746  HISTORY     - 19950904 GOOD             USPSQD
 CR0746  HISTORY     - 20040605 GOOD             USPSQD
 CR0746
 CR0746                          STATION DESCRIPTION
 CR0746
 CR0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0746'3.7 MI NW FROM BEN WHEELER.
 CR0746'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT BEN
 CR0746'WHEELER, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, THENCE 0.15 MILE
 CR0746'EAST ALONG A TRAIL, THENCE 0.1 MILE NORTH ALONG A TRAIL THROUGH A
 CR0746'FIELD, THENCE 0.15 MILE NORTHEAST ALONG A TRAIL, 40.0 FEET WEST OF THE
 CR0746'WEST END OF A GATE ACROSS A FIELD ROAD LEADING NORTH, 67.0 FEET EAST
 CR0746'OF A 14-INCH OAK TREE, 16.0 FEET NORTH OF THE CENTER LINE OF AN
 CR0746'EAST-WEST TRAIL, 7.0 FEET NORTH OF A FENCE, SET IN THE TOP OF A
 CR0746'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0746
 CR0746                          STATION RECOVERY (1978)
 CR0746
 CR0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (BJD)
 CR0746'RECOVERED IN GOOD CONDITION.
 CR0746
 CR0746                          STATION RECOVERY (1995)
 CR0746
 CR0746'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0746'RECOVERED IN GOOD CONDITION.
 CR0746
 CR0746                          STATION RECOVERY (2004)
 CR0746
 CR0746'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0748 ***********************************************************************
 DQ0748  DESIGNATION -  CALLIS
 DQ0748  PID         -  DQ0748
 DQ0748  STATE/COUNTY-  TX/COCHRAN
 DQ0748  USGS QUAD   -  MORTON SW (1970)
 DQ0748
 DQ0748                         *CURRENT SURVEY CONTROL
 DQ0748  ___________________________________________________________________
 DQ0748* NAD 83(1993)-  33 31 49.98880(N)    102 55 27.10757(W)     ADJUSTED  
 DQ0748* NAVD 88     -      1180.1    (meters)    3872.     (feet)  VERTCON   
 DQ0748  ___________________________________________________________________
 DQ0748  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DQ0748  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 DQ0748
 DQ0748  HORZ ORDER  -  FIRST
 DQ0748
 DQ0748.The horizontal coordinates were established by classical geodetic methods
 DQ0748.and adjusted by the National Geodetic Survey in February 1996..
 DQ0748
 DQ0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0748
 DQ0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0748
 DQ0748.The geoid height was determined by GEOID03.
 DQ0748
 DQ0748;                    North         East     Units Scale Factor Converg.
 DQ0748;SPC TXNC     - 2,215,340.654   189,196.371   MT  0.99990745   -2 24 46.6
 DQ0748;SPC TXNC     - 7,268,163.46    620,721.76   sFT  0.99990745   -2 24 46.6
 DQ0748;SPC NM E     -   281,480.535   295,887.842   MT  1.00012023   +0 46 42.6
 DQ0748;SPC NM E     -   923,490.72    970,758.69   sFT  1.00012023   +0 46 42.6
 DQ0748;UTM  13      - 3,712,035.875   692,760.587   MT  1.00005811   +1 08 49.2
 DQ0748
 DQ0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0748!SPC TXNC     -   0.99981833  x   0.99990745  =   0.99972580
 DQ0748!SPC NM E     -   0.99981833  x   1.00012023  =   0.99993854
 DQ0748!UTM  13      -   0.99981833  x   1.00005811  =   0.99987643
 DQ0748
 DQ0748|---------------------------------------------------------------------|
 DQ0748| PID    Reference Object                     Distance      Geod. Az  |
 DQ0748|                                                           dddmmss.s |
 DQ0748| CJ6799 CALLIS RM 1                          26.429 METERS 11349     |
 DQ0748| CJ6798 CALLIS AZ MK                                       2292337.0 |
 DQ0748| CJ6800 CALLIS RM 2                          44.172 METERS 22924     |
 DQ0748|---------------------------------------------------------------------|
 DQ0748
 DQ0748                          SUPERSEDED SURVEY CONTROL
 DQ0748
 DQ0748  NAD 83(1993)-  33 31 49.99007(N)    102 55 27.10730(W) AD(       ) 1
 DQ0748  NAD 83(1986)-  33 31 49.99319(N)    102 55 27.10481(W) AD(       ) 1
 DQ0748  NAD 27      -  33 31 49.62500(N)    102 55 25.32900(W) AD(       ) 1
 DQ0748  NGVD 29 (07/19/86) 1179.7    (m)         3870.     (f) VERT ANG       
 DQ0748
 DQ0748.Superseded values are not recommended for survey control.
 DQ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0748.See file dsdata.txt to determine how the superseded data were derived.
 DQ0748
 DQ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT9276112036(NAD 83)
 DQ0748_MARKER: DS = TRIANGULATION STATION DISK
 DQ0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0748
 DQ0748  HISTORY     - Date     Condition        Report By
 DQ0748  HISTORY     - 1934     MONUMENTED       CGS
 DQ0748  HISTORY     - 1938     GOOD             CGS
 DQ0748  HISTORY     - 1970     GOOD             USGS
 DQ0748
 DQ0748                          STATION DESCRIPTION
 DQ0748
 DQ0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0748'ABOUT 7 MILES SOUTHEAST OF BLEDSOE, IN LEAGUE, 151, IN PASTURE
 DQ0748'LAND, AND ABOUT 0.4 MILE NORTHEAST OF THE CALLIS RANCH.
 DQ0748'TO REACH FROM BLEDSOE, GO EAST ON THE MAIN ROAD 9.4 MILES, TURN
 DQ0748'OFF THE MAIN ROAD TO THE SOUTH, PASS THROUGH TWO GATES, CROSS
 DQ0748'RAILROAD TRACKS AND TAKE RIGHT FORK 0.5 MILE, PASS TWO
 DQ0748'WINDMILLS AND CONTINUE ON THE ONLY TRAIL SOUTHWESTERLY 1.8
 DQ0748'MILES TO A GATE, PASS THROUGH GATE AND CONTINUE ON TRAIL 5.3
 DQ0748'MILES TO THE CALLIS RANCH HOUSE, FROM THE GATE AT THE EAST
 DQ0748'OF THE RANCH HOUSE FOLLOW A TRAIL NORTHEASTERLY 0.5 MILE TO
 DQ0748'STATION.  THE SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH
 DQ0748'MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DQ0748'REFERENCE MARK NO. 1 IS 86.71 FEET FROM
 DQ0748'STATION S 66 DEG 11 MIN E, AND NO. 2 IS 157.44
 DQ0748'FEET FROM STATION IN AZIMUTH 15 DEG 16 MIN.  THE AZIMUTH
 DQ0748'MARK IS ABOUT 0.1 MILE EAST OF THE CALLIS RANCH HOUSE,
 DQ0748'6-1/2 FEET NORTH OF A FENCE, 17 FEET EAST OF A GATE POST,
 DQ0748'AND APPROXIMATELY 0.3 MILE FROM STATION S 49 DEG 24 MIN W.
 DQ0748
 DQ0748                          STATION RECOVERY (1970)
 DQ0748
 DQ0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (GDF)
 DQ0748'MORTON, 9 MI. SSW TO JCT. TEXAS STATE HWYS. 125 AND 214.  THENCE 6
 DQ0748'MI. SSW TO JCT. FM 1894.  THENCE WEST 5.7 MI. TO Y-RD., THENCE
 DQ0748'SW. 1.0 MI. TO RANCH YARD, TURN EAST 0.1 MI. TO AZ. MK.
 DQ0748'ON RIGHT.  CONTINUE 0.2 MI. TO NE. COR. RANCH HOUSE, CONTINUE
 DQ0748'0.15 MI. NE. ON TRACK TO STATION.
 DQ0748'
 DQ0748'ALL MARKS IN GOOD CONDITION AND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1263 ***********************************************************************
 AH1263  DESIGNATION -  CALLO
 AH1263  PID         -  AH1263
 AH1263  STATE/COUNTY-  TX/NUECES
 AH1263  USGS QUAD   -  OSO CREEK NE (1975)
 AH1263
 AH1263                         *CURRENT SURVEY CONTROL
 AH1263  ___________________________________________________________________
 AH1263* NAD 83(1993)-  27 42 40.77355(N)    097 18 48.21034(W)     ADJUSTED  
 AH1263* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH1263  ___________________________________________________________________
 AH1263  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1263  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AH1263
 AH1263  HORZ ORDER  -  THIRD
 AH1263
 AH1263.The horizontal coordinates were established by classical geodetic methods
 AH1263.and adjusted by the National Geodetic Survey in February 1996..
 AH1263
 AH1263.The orthometric height was scaled from a topographic map.
 AH1263
 AH1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1263
 AH1263.The geoid height was determined by GEOID03.
 AH1263
 AH1263;                    North         East     Units Scale Factor Converg.
 AH1263;SPC TX S     - 5,227,087.216   417,021.490   MT  0.99997139   +0 32 19.4
 AH1263;SPC TX S     -17,149,201.97  1,368,178.01   sFT  0.99997139   +0 32 19.4
 AH1263;UTM  14      - 3,066,363.464   666,285.128   MT  0.99994131   +0 47 04.1
 AH1263
 AH1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1263!SPC TX S     -   1.00000367  x   0.99997139  =   0.99997506
 AH1263!UTM  14      -   1.00000367  x   0.99994131  =   0.99994498
 AH1263
 AH1263:                Primary Azimuth Mark                     Grid Az
 AH1263:SPC TX S     -  MCGLOINS BLUFF                           034 33 08.1
 AH1263:UTM  14      -  MCGLOINS BLUFF                           034 18 23.4
 AH1263
 AH1263|---------------------------------------------------------------------|
 AH1263| PID    Reference Object                     Distance      Geod. Az  |
 AH1263|                                                           dddmmss.s |
 AH1263| AH1179 MCGLOINS BLUFF                      APPROX.15.7 KM 0350527.5 |
 AH1263| AH1184 ENCINAL CHANNEL LIGHT 9             APPROX.12.2 KM 0361849.9 |
 AH1263| AH1167 ENCINAL CHANNEL LIGHT 13            APPROX.11.5 KM 0365705.8 |
 AH1263| AH1324 ENCINAL CHANNEL LIGHT 20            APPROX. 9.6 KM 0392233.9 |
 AH1263| AH1168 ENCINAL CHANNEL LIGHT 19            APPROX. 9.7 KM 0401847.2 |
 AH1263| AH1323 ENCINAL CHANNEL LIGHT 26            APPROX. 7.8 KM 0440401.5 |
 AH1263| AH1335 ENCINAL CHANNEL LIGHT 25            APPROX. 7.9 KM 0451023.7 |
 AH1263| AH1261 ENCINAL CHANNEL LIGHT 32            APPROX. 6.1 KM 0513001.0 |
 AH1263| AH1243 ENCINAL CHANNEL LIGHT 31            APPROX. 6.2 KM 0524918.8 |
 AH1263| AH1272 SPOIL BANK LIGHT                    APPROX. 4.7 KM 0542941.3 |
 AH1263| AH1176 SHAMROCK POINT LIGHT                APPROX.14.5 KM 0684923.0 |
 AH1263| AH1239 CORPUS CHRISTI NAS WATER TANK       APPROX. 4.8 KM 1131624.2 |
 AH1263| AH1234 CORPUS CHRI OCEAN DR HSE CUP        APPROX. 6.4 KM 3000339.8 |
 AH1263|---------------------------------------------------------------------|
 AH1263
 AH1263                          SUPERSEDED SURVEY CONTROL
 AH1263
 AH1263  NAD 83(1986)-  27 42 40.78176(N)    097 18 48.18518(W) AD(       ) 3
 AH1263  NAD 27      -  27 42 39.66600(N)    097 18 47.21800(W) AD(       ) 3
 AH1263
 AH1263.Superseded values are not recommended for survey control.
 AH1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1263.See file dsdata.txt to determine how the superseded data were derived.
 AH1263
 AH1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6628566363(NAD 83)
 AH1263_MARKER: DS = TRIANGULATION STATION DISK
 AH1263_SETTING: 0 = UNSPECIFIED SETTING
 AH1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1263
 AH1263  HISTORY     - Date     Condition        Report By
 AH1263  HISTORY     - 1933     MONUMENTED       CGS
 AH1263  HISTORY     - 1937     GOOD             LOCENG
 AH1263  HISTORY     - 1938     GOOD             WESGEO
 AH1263  HISTORY     - 1949     GOOD             CGS
 AH1263  HISTORY     - 1953     GOOD             CGS
 AH1263  HISTORY     - 1955     GOOD             CGS
 AH1263  HISTORY     - 1959     GOOD             CGS
 AH1263  HISTORY     - 1962     MARK NOT FOUND   TX1550
 AH1263  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH1263
 AH1263                          STATION DESCRIPTION
 AH1263
 AH1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1263'STATION IS LOCATED ABOUT 7 MILES SE OF THE PLAZA HOTEL IN
 AH1263'CORPUS CHRISTI, ON THE W SHORE OF CORPUS CHRISTI BAY.  IT IS
 AH1263'ON A HIGH PLOT OF GROUND S OF THE CORPUS CHRISTI-FLOUR BLUFF
 AH1263'HIGHWAY, BETWEEN TWO CUTS FROM THE BAY TO CALLO DEL OSO,
 AH1263'ABOUT 125 METERS SE OF N CUT, AND 0.3 MILE NW OF S CUT.  IT IS
 AH1263'27 METERS SSW OF CENTER LINE OF CORPUS CHRISTI-FLOUR BLUFF
 AH1263'HIGHWAY, 60 METERS NE OF HIGH-WATER MARK AT CALLO DEL OSO, AND
 AH1263'60 METERS SSW OF BLUFF AT BAY SHORE.
 AH1263'
 AH1263'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH1263'
 AH1263'NO REFERENCE MARK WAS SET.
 AH1263'
 AH1263'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1263'NW END OF BRIDGE AT S CUT, 111 DEG.  SE END OF BRIDGE AT N CUT,
 AH1263'295 DEG.  PLAZA HOTEL, 311 DEG.
 AH1263'
 AH1263'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 AH1263
 AH1263                          STATION RECOVERY (1937)
 AH1263
 AH1263'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 AH1263'RECOVERED BY GEOTECHNICAL CORPORATION.
 AH1263'
 AH1263'NEEDS TO BE SET FIRMER, SLIGHTLY LOOSE.
 AH1263
 AH1263                          STATION RECOVERY (1938)
 AH1263
 AH1263'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AH1263'RECOVERED.
 AH1263
 AH1263                          STATION RECOVERY (1949)
 AH1263
 AH1263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1263'STATION RECOVERED IN GOOD CONDITION.  DUE TO CHANGES A COMPLETE
 AH1263'NEW DESCRIPTION FOLLOWS--
 AH1263'
 AH1263'STATION IS LOCATED ABOUT 7 MILES SE OF THE PLAZA HOTEL IN CORPUS
 AH1263'CHRISTI, ON THE W SHORE OF CORPUS CHRISTI BAY, 0.7 MILE SE OF
 AH1263'ENTRANCE TO CORPUS CHRISTI UNIVERSITY, AND 1.6 MILES NW OF N
 AH1263'GATE OF N.A.S., ON A MOUND OF DIRT MADE BY EXCAVATIONS WHEN
 AH1263'THE OLD CORPUS CHRISTI-FLOUR BLUFF ROAD WAS IMPROVED FOR USE AS
 AH1263'ACCESS TO U.S. NAVAL AIR STATION.  THIS ROAD IS NOW KNOWN AS
 AH1263'OCEAN DRIVE.  STATION IS BETWEEN THE NW TWO OF THREE CUTS FROM
 AH1263'THE BAY TO CAYO DEL OSO, ABOUT 150 METERS SE OF N CUT AND 0.3
 AH1263'MILE NW OF S CUT, 105 FEET W OF CENTER LINE OF OCEAN DRIVE,
 AH1263'49.5 METERS SSW OF MEAN HIGH-WATER LINE OF CORPUS CHRISTI
 AH1263'BAY.  BASE OF MOUND IS ON MEAN HIGH-WATER LINE OF CAYO DEL
 AH1263'OSO.
 AH1263'
 AH1263'A BONZE DISK, STAMPED CALLO 1933, SET IN THE TOP OF CONCRETE
 AH1263'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
 AH1263
 AH1263                          STATION RECOVERY (1953)
 AH1263
 AH1263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AH1263'THE STATION IS NOW IN NO IMMEDIATE DANGER, THOUGH EROSION OF
 AH1263'THE SMALL MOUND OF CLAY WILL EVENTUALLY DESTROY THE STATION.
 AH1263'MOST OF THE EROSION NOW OBSERVED IS DUE TO RAIN OR SPRAY DURING
 AH1263'STORM PERIODS.  THE CONCRETE MONUMENT IS FIRMLY SEATED EXCEPT
 AH1263'FOR SLIGHT EXPOSURE ON ONE SIDE DUE TO AN EROSION GULLEY.
 AH1263
 AH1263                          STATION RECOVERY (1955)
 AH1263
 AH1263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 AH1263'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH1263'IT IS ON A MOUND ABOUT 3 FT. ABOVE THE SURROUNDING BAY AREA
 AH1263'AND IS ON THE S SIDE OF THE CORPUS CHRISTI-NAVAL AIR STATION
 AH1263'HIGHWAY.
 AH1263
 AH1263                          STATION RECOVERY (1959)
 AH1263
 AH1263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 AH1263'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE MOUND OF CLAY
 AH1263'ON WHICH THE STATION IS LOCATED IS NOW PROTECTED BY SHELLS AND
 AH1263'ROCK AND THERE APPEARS LITTLE DANGER OF THE STATION BEING
 AH1263'DESTROYED.  THE 1949 DESCRIPTION IS ADEQUATE FOR THE RECOVERY OF THE
 AH1263'STATION.
 AH1263
 AH1263                          STATION RECOVERY (1962)
 AH1263
 AH1263'RECOVERY NOTE BY CITY OF CORPUS CHRISTI TEXAS 1962
 AH1263'STATION MARK HAS BEEN COMPLETELY WASHED OUT.
 AH1263
 AH1263                          STATION RECOVERY (1997)
 AH1263
 AH1263'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1262 ***********************************************************************
 AH1262  DESIGNATION -  CALLO 2
 AH1262  PID         -  AH1262
 AH1262  STATE/COUNTY-  TX/NUECES
 AH1262  USGS QUAD   -  OSO CREEK NE (1975)
 AH1262
 AH1262                         *CURRENT SURVEY CONTROL
 AH1262  ___________________________________________________________________
 AH1262* NAD 83(1993)-  27 42 40.77260(N)    097 18 48.20715(W)     ADJUSTED  
 AH1262* NAVD 88     -         2.704  (meters)       8.87   (feet)  ADJUSTED  
 AH1262  ___________________________________________________________________
 AH1262  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1262  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AH1262  DYNAMIC HT  -           2.700 (meters)       8.86  (feet)  COMP
 AH1262  MODELED GRAV-     979,128.4   (mgal)                       NAVD 88
 AH1262
 AH1262  HORZ ORDER  -  SECOND
 AH1262  VERT ORDER  -  FIRST     CLASS II
 AH1262
 AH1262.The horizontal coordinates were established by classical geodetic methods
 AH1262.and adjusted by the National Geodetic Survey in February 1996..
 AH1262
 AH1262.The orthometric height was determined by differential leveling
 AH1262.and adjusted by the National Geodetic Survey in December 1997..
 AH1262
 AH1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1262
 AH1262.The geoid height was determined by GEOID03.
 AH1262
 AH1262.The dynamic height is computed by dividing the NAVD 88
 AH1262.geopotential number by the normal gravity value computed on the
 AH1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1262.degrees latitude (g = 980.6199 gals.).
 AH1262
 AH1262.The modeled gravity was interpolated from observed gravity values.
 AH1262
 AH1262;                    North         East     Units Scale Factor Converg.
 AH1262;SPC TX S     - 5,227,087.187   417,021.577   MT  0.99997139   +0 32 19.4
 AH1262;SPC TX S     -17,149,201.88  1,368,178.29   sFT  0.99997139   +0 32 19.4
 AH1262;UTM  14      - 3,066,363.436   666,285.215   MT  0.99994131   +0 47 04.1
 AH1262
 AH1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1262!SPC TX S     -   1.00000369  x   0.99997139  =   0.99997508
 AH1262!UTM  14      -   1.00000369  x   0.99994131  =   0.99994500
 AH1262
 AH1262:                Primary Azimuth Mark                     Grid Az
 AH1262:SPC TX S     -  CORPUS CHRI NAS SEA CONT TR BN           106 05 06.8
 AH1262:UTM  14      -  CORPUS CHRI NAS SEA CONT TR BN           105 50 22.1
 AH1262
 AH1262|---------------------------------------------------------------------|
 AH1262| PID    Reference Object                     Distance      Geod. Az  |
 AH1262|                                                           dddmmss.s |
 AH1262| AH1245 CORPUS CHRI NAS SEA CONT TR BN      APPROX. 3.7 KM 1063726.2 |
 AH1262| AH1248 CORPUS CHRI NAS CENTRAL PR STK      APPROX. 4.2 KM 1113456.1 |
 AH1262| AH1239 CORPUS CHRISTI NAS WATER TANK       APPROX. 4.8 KM 1131624.6 |
 AH1262| AH1253 CORPUS CHRISTI NAS HOSP PR STK      APPROX. 5.5 KM 1193750.5 |
 AH1262| AH1236 CORPUS CHRISTI NAS RADAR FPS 8      APPROX. 3.8 KM 1234035.6 |
 AH1262| AH1264 TOM 1963                            APPROX. 3.8 KM 1250650.2 |
 AH1262| AH1247 FLOUR BLUFF WTR DIST STOR TK        APPROX. 6.4 KM 1433338.4 |
 AH1262| AH1240 TOM AZ MK                           APPROX. 2.7 KM 1452149.2 |
 AH1262| AH1237 CORPUS CHRI NAS RADAR FPN 28        APPROX. 3.3 KM 1463635.9 |
 AH1262| AI0726 CALLO 2 RM 3                          7.643 METERS 20138     |
 AH1262| CV3003 CALLO 2 RM 1                          7.812 METERS 21920     |
 AH1262| AH1312 CORPUS CHRI RAD STA KRIS TOWER      APPROX. 6.7 KM 2854245.3 |
 AH1262| AI0716 CALLO 2 AZ MK                                      2910511.4 |
 AH1262| CV3004 CALLO 2 RM 2                         12.732 METERS 31636     |
 AH1262| AC8085 CALLO 2 RM 4                         10.658 METERS 32118     |
 AH1262|---------------------------------------------------------------------|
 AH1262
 AH1262                          SUPERSEDED SURVEY CONTROL
 AH1262
 AH1262  NAD 83(1986)-  27 42 40.78204(N)    097 18 48.18195(W) AD(       ) 2
 AH1262  NAD 27      -  27 42 39.66710(N)    097 18 47.21530(W) AD(       ) 2
 AH1262  NAVD 88 (08/21/98)    2.70   (m)            8.9    (f) LEVELING    3  
 AH1262  NGVD 29 (06/28/90)    3.4    (m)           11.     (f) VERT ANG       
 AH1262
 AH1262.Superseded values are not recommended for survey control.
 AH1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1262.See file dsdata.txt to determine how the superseded data were derived.
 AH1262
 AH1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6628566363(NAD 83)
 AH1262_MARKER: DS = TRIANGULATION STATION DISK
 AH1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1262_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1262_STAMPING: CALLO 2 1963
 AH1262_MARK LOGO: CGS   
 AH1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1262+STABILITY: SURFACE MOTION
 AH1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1262+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AH1262
 AH1262  HISTORY     - Date     Condition        Report By
 AH1262  HISTORY     - 1963     MONUMENTED       CGS
 AH1262  HISTORY     - 1977     GOOD             NGS
 AH1262  HISTORY     - 1978     GOOD             NGS
 AH1262  HISTORY     - 1978     GOOD             LOCENG
 AH1262  HISTORY     - 1979     GOOD             NGS
 AH1262  HISTORY     - 19841003 GOOD             NGS
 AH1262  HISTORY     - 1985     GOOD             NGS
 AH1262  HISTORY     - 1985     GOOD             NOS
 AH1262  HISTORY     - 1989     GOOD             USPSQD
 AH1262  HISTORY     - 19891019 GOOD             NOS
 AH1262  HISTORY     - 19970209 GOOD             NGS
 AH1262  HISTORY     - 20020629 GOOD             USPSQD
 AH1262  HISTORY     - 20050820 GOOD             USPSQD
 AH1262
 AH1262                          STATION DESCRIPTION
 AH1262
 AH1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AH1262'THE STATION IS ABOUT 0.7 MILE SOUTHEAST OF THE ENTRANCE TO THE
 AH1262'CORPUS CHRISTI UNIVERSITY, ABOUT 1.6 MILES NORTHWEST OF THE
 AH1262'NORTH ENTRANCE TO THE CORPUS CHRISTI, U.S. NAVAL AIR STATION AND
 AH1262'ON A SMALL MOUND OF DIRT ON THE WEST SHORE OF CORPUS CHRISTI BAY.
 AH1262'
 AH1262'THE STATION IS A STANDARD DISK STAMPED CALLO 2 1963 SET IN THE
 AH1262'TOP OF A 10 INCH BY 10 INCH CONCRETE POST THAT PROJECTS 4 INCHES.
 AH1262'THE MARK IS 66.5 FEET SOUTH OF THE CENTERLINE OF OCEAN DRIVE
 AH1262'AND 35.0 FEET NORTH OF THE HIGH TIDE LINE.
 AH1262'
 AH1262'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CALLO 2 NO 1 1963
 AH1262'CEMENTED IN A DRILLED HOLE IN A LARGE PIECE OF CONCRETE THAT IS
 AH1262'PARTICALLY BURIED AND PROJECTS 2 INCHES ON ONE END.  THE MARK
 AH1262'IS 125 FEET SOUTH OF THE CENTERLINE OF OCEAN DRIVE AND 13.0 FEET
 AH1262'NORTH OF THE HIGH TIDE LINE.
 AH1262'
 AH1262'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CALLO 2 NO 2 1963
 AH1262'CEMENTED IN A DRILLED HOLE IN SOUTH END OF A LARGE PIECE OF
 AH1262'CONCRETE THAT IS BURIED ON THE NORTH END.  THE MARK IS 85.0 FEET
 AH1262'SOUTH OF THE CENTERLINE OF OCEAN DRIVE AND 3 FEET EAST OF THE
 AH1262'HIGH TIDE LINE.
 AH1262'
 AH1262'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CALLO 2 1963 SET
 AH1262'IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE POST THAT IS FLUSH
 AH1262'WITH THE GROUND.  THE MARK IS 43.0 FEET EAST OF THE CENTERLINE
 AH1262'OF A PAVED ROAD, 57.5 FEET SOUTH OF THE CENTERLINE OF A TRACK
 AH1262'ROAD AND NEAR A POWER POLE.
 AH1262'
 AH1262'TO REACH THE STATION FROM THE NORTH ENTRANCE TO THE CORPUS
 AH1262'CHRISTI, U.S. NAVAL AIR STATION, GO NORTHWEST ON OCEAN DRIVE
 AH1262'FOR 1.6 MILES TO A SMALL MOUND OF DIRT AND THE STATION ON THE
 AH1262'LEFT.
 AH1262'
 AH1262'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 AH1262'OCEAN DRIVE FOR 0.45 MILE TO A SIDE ROAD AND THE AZIMUTH MARK
 AH1262'ON THE LEFT.
 AH1262'
 AH1262'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 AH1262
 AH1262                          STATION RECOVERY (1977)
 AH1262
 AH1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1262'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED IN THE
 AH1262'1963 DESCRIPTION.  A SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT NOT
 AH1262'RECOVERED.  THE STATION MARK WAS FOUND TO BE 100 FEET S OF OCEAN
 AH1262'DRIVE INSTEAD OF 66.5 FEET.
 AH1262'
 AH1262'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SE EDGE OF CORPUS
 AH1262'CHRISTI.
 AH1262
 AH1262                          STATION RECOVERY (1978)
 AH1262
 AH1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 AH1262'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 AH1262'
 AH1262'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AH1262'
 AH1262'THE CONCRETE POST NOW PROJECTS 12 INCHS DUE TO EROSION.
 AH1262
 AH1262                          STATION RECOVERY (1978)
 AH1262
 AH1262'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (AG)
 AH1262'CALLO 2 1963 UNCOVERED IN MOUND PER DESCRIPTION.
 AH1262'
 AH1262'AZ. MARK DESTROYED IN UNIVERSITY CONSTRUCTION.
 AH1262'
 AH1262'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SE OF CORPUS
 AH1262'CHRISTI.
 AH1262
 AH1262                          STATION RECOVERY (1979)
 AH1262
 AH1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1262'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 AH1262'CONDITION, A SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT NOT
 AH1262'RECOVERED, THERE HAS BEEN A LOT OF CONSTRUCTION IN THE AREA WHERE
 AH1262'THE AZIMUTH WAS DESCRIBED.
 AH1262'
 AH1262'STATION IS LOCATED ABOUT 1.6 MILES NORTHWEST OF THE NORTHWEST
 AH1262'ENTRANCE TO THE U.S. NAVAL AIR STATION, ON A SMALL MOUND OF DIRT
 AH1262'ALONG THE SOUTH SIDE OF ROAD AND JUST WEST OF A CONCRETE BRIDGE,
 AH1262'ALONG THE NORTHWEST SHORE OF CORPUS CHRISTY BAY.
 AH1262'
 AH1262'STATION MARK IS SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 AH1262'5 INCHES, STAMPED CALLO 2 1963, REFERENCE MARK 1 CEMENTED IN DRILL
 AH1262'HOLE IN A LARGE PICE OF CONCRETE, REFERENCE MARK 2 IS CEMENTED IN A
 AH1262'DRILL HOLE IN A LARGE PICE OF CONCRETE.  STATION MARK IS ABOUT 67
 AH1262'FEET SOUTH OF OCEAN DRIVE AND 35 FEET NORTH OF HIGH TIDE WATER
 AH1262'LINE, REFERENCE MARK 1 IS 125 FEET SOUTH OF OCEAN DRIVE AND 13 FEET
 AH1262'NORTH OF HIGH TIDE WATER LINE, REFERENCE MARK 2 IS 85 FEET SOUTH
 AH1262'OF OCEAN DRIVE AND ABOUT 3 FEET EAST OF HIGH TIDE WATER LINE.
 AH1262'
 AH1262'TO REACH THE STATION FROM THE NORTH GUARD GATE, GO WESTERLY ON OCEAN
 AH1262'DRIVE FOR 1.6 MILE TO THE STATION ON THE LEFT.
 AH1262'
 AH1262'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST
 AH1262'OF CORPUS CHRISTI.
 AH1262
 AH1262                          STATION RECOVERY (1984)
 AH1262
 AH1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AH1262'STATION MARK WAS THE ONLY MARK FOUND.  IT WAS IN BAD SHAPE AND THE
 AH1262'DIRT WAS BUILT UP AND MONUMENT REPAIRED.  THE MONUMENT WAS SOLID. THE
 AH1262'STEM OF THE DISK OF REFERENCE MARK 1 WAS FOUND.  TWO REFERENCE MARKS
 AH1262'WERE SET AT THIS TIME ALONG WITH A NEW AZIMUTH MARK.  THE STATION IS
 AH1262'LOCATED ON THE SOUTHEAST SIDE OF CORPUS CHRISTI, 2.87 KM (1.80 MI)
 AH1262'WEST OF THE CORPUS CHRISTI NAVAL AIR STATION, 0.68 KM (0.40 MI) EAST
 AH1262'OF CORPUS CHRISTI UNIVERSITY AND ALONG THE SOUTH SIDE OF OCEAN DRIVE.
 AH1262'TO REACH THE STATION FROM THE NORTH ENTRANCE TO THE NAVAL AIR STATION,
 AH1262'GO WEST ON OCEAN DRIVE FOR 2.87 KM (1.80 MI) TO THE STATION ON THE
 AH1262'LEFT 0.46 KM (0.30 MI) AFTER CROSSING A BRIDGE. CONTINUE WESTERLY ON
 AH1262'OCEAN DRIVE FOR 0.68 KM (0.40 MI) TO THE AZIMUTH MARK ON THE LEFT.
 AH1262'STATION MARK, STAMPED---CALLO 2 1963---, IS A STANDARD DISK SET IN THE
 AH1262'TOP OF A SQUARE CONCRETE MONUMENT 0.24 METERS (0.79 FT) ABOVE THE
 AH1262'GROUND.  IT IS 61.00 METERS (200.13 FT) WEST OF A CABLE POLE, 29.10
 AH1262'METERS (95.47 FT) SOUTH OF THE CENTER OF OCEAN DRIVE, 13.5 METERS
 AH1262'(44.3 FT) NORTH OF THE WATER LINE AND 0.85 METER (2.79 FT) WEST OF A
 AH1262'WITNESS POST.  REFERENCE MARK 3, STAMPED---CALLO 2 NO 3 1984---, IS A
 AH1262'STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB.  IT IS
 AH1262'36.76 METERS (120.60 FT) SOUTH OF THE CENTER OF OCEAN DRIVE, 7.92
 AH1262'METERS (25.98 FT) SOUTH OF THE WITNESS POST AND 4.27 METERS (14.01 FT)
 AH1262'NORTH OF THE WATER LINE. REFERENCE MARK 4, STAMPED---CALLO 2 NO 4
 AH1262'1984---, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE SLAB IN A
 AH1262'DRILL HOLE.  IT IS 19.05 METERS (62.50 FT) SOUTH OF THE CENTER OF
 AH1262'OCEAN DRIVE, 10.91 METERS (35.79 FT) NORTHWEST OF THE WITNESS POST AND
 AH1262'14.33 METERS (47.01 FT) NORTH OF THE WATER LINE.  AZIMUTH MARK 2,
 AH1262'STAMPED---CALLO 2 NO 2 1963 1984---, IT IS A STANDARD DISK SET IN THE
 AH1262'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 14.81
 AH1262'METERS (48.59 FT) SOUTH OF THE CENTERLINE OF OCEAN DRIVE, 4.08 METERS
 AH1262'(13.39 FT) EAST OF THE EAST CURB OF THE UNIVERSITY DRIVE, 2.35 METERS
 AH1262'(7.71 FT) EAST OF A LIGHT POLE, AND 33.71 METERS (110.60 FT) NORTHWEST
 AH1262'OF AN OLD FIRE HYDRANT.  THE MARK IS ACROSS THE STREET TO THE EAST OF
 AH1262'THE UNIVERSITY ROPERTY.
 AH1262
 AH1262                          STATION RECOVERY (1985)
 AH1262
 AH1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1262'THE STATION WAS RECOVERED AT THIS DATE.
 AH1262'BUT IN POOR CONDITION, THE GROUND HAS BEEN ERODED AWAY ON ALL
 AH1262'SIDES. REFERENCE MARKS 3 AND 4 WERE ALSO RECOVERED BUT NO DATA WAS
 AH1262'AVAILABLE AT THIS TIME TO MAKE A COMPARISON. NO DIRECTION WAS
 AH1262'OBTAINED TO THE AZIMUTH MARK AT THIS TIME. A NEW AND COMPLETE
 AH1262'DESCRIPTION FOLLOWS.
 AH1262'
 AH1262'THE STATION IS LOCATED ABOUT 15.0 KM (9.3 MI)
 AH1262'WEST-NORTHWEST OF THE GULF OF MEXICO, 12.9 KM (8.0 MI) SOUTHEAST OF
 AH1262'DOWNTOWN CORPUS CHRISTI, 2.8 KM (1.75 MI) WEST-NORTHWEST OF THE
 AH1262'CORPUS CHRISTI NAVAL AIR STATION AND ON THE SOUTH SIDE OF CORPUS
 AH1262'CHRISTI BAY AND ON THE NORTH SHORE OF OSO BAY.
 AH1262'OWNERSHIP--MR GERALD SMITH, CITY ENGINEER, DEPT OF ENGINEERING AND
 AH1262'DEVELOPMENT, POST OFFICE BOX 9277, 302 SOUTH SHORELINE BLVD, CORPUS
 AH1262'CHRISTI TX 78469, PHONE 512-880-3040.
 AH1262'
 AH1262'TO REACH THE STATION FROM THE NORTH GATE OF THE CORPUS CHRISTI
 AH1262'NAVAL AIR STATION, GO WEST ON OCEAN DRIVE FOR 2.8 KM (1.75 MI) TO
 AH1262'THE STATION ON THE LEFT.
 AH1262'
 AH1262'THE STATION IS A STANDARD CGS DISK
 AH1262'STAMPED---2 CALLO 1963---,
 AH1262'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AH1262'30 CM ON SIDE PROJECTING 60 CM ABOVE GROUND.  LOCATED
 AH1262'28.3 METERS (93 FT) SOUTHWEST FROM THE CENTER OF OCEAN DRIVE,
 AH1262'13.1 METERS (43 FT) NORTHEAST FROM THE EDGE OF THE HIGH WATER LINE
 AH1262'OF OSO BAY AND
 AH1262'0.88 METER (2.9 FT) NORTHWEST FROM A WITNESS POST AND ON HIGH
 AH1262'GROUND.
 AH1262'THE UNDERGROUND MARK IS A STANDARD CGS DISK
 AH1262'STAMPED---CALLO 2 1963---,
 AH1262'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AH1262'
 AH1262'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 AH1262'STAMPED---CALLO 2 NO 3 1984---,
 AH1262'SET INTO A DRILL HOLE IN A PARTIALLY EXPOSED PIECE OF CONCRETE.
 AH1262'LOCATED
 AH1262'35.1 METERS (115 FT) SOUTHWEST FROM THE CENTER OF OCEAN DRIVE,
 AH1262'7.01 METERS (23.0 FT) SOUTHWEST FROM A WITNESS POST AND
 AH1262'6.7 METERS (22 FT) NORTHEAST FROM THE EDGE OF THE HIGH WATER LINE
 AH1262'OSO BAY.
 AH1262'MARK IS 1.0 METER BELOW THE STATION.
 AH1262'
 AH1262'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 AH1262'STAMPED---CALLO 2 NO 4 1984---,
 AH1262'SET INTO A DRILL HOLE IN A EXPOSED PIECE OF CONCRETE. LOCATED
 AH1262'23.0 METERS (75.5 FT) SOUTHWEST FROM THE CENTER OF OCEAN DRIVE,
 AH1262'11.58 METERS (38 FT) NORTHWEST FROM A WITNESS POST AND
 AH1262'7.2 METERS (23.5 FT) EAST FROM THE EDGE OF THE HIGH WATER LINE OF
 AH1262'OSO BAY.
 AH1262'MARK IS 1.0 METER BELOW THE STATION.
 AH1262'
 AH1262'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK
 AH1262'STAMPED---CALLO 2 NO 2 1963 1984---,
 AH1262'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1262'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AH1262'33.8 METERS (111 FT) NORTH-NORTHWEST FROM A FIRE HYDRANT,
 AH1262'14.6 METERS (48 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF OCEAN
 AH1262'BLVD AND
 AH1262'2.4 METERS (8 FT) SOUTHEAST FROM A LIGHT POLE.
 AH1262'TO REACH THE AZIMUTH FROM THE STATION,
 AH1262'GO WEST-NORTHWEST FOR 0.4 KM (0.25 MI) ON OCEAN BLVD TO THE MARK ON
 AH1262'THE LEFT.
 AH1262'
 AH1262'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 AH1262'
 AH1262'DESCRIBED BY R. T. WOODRUFF.
 AH1262
 AH1262                          STATION RECOVERY (1985)
 AH1262
 AH1262'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (JGF)
 AH1262'THE STATION WAS RECOVERED AT THIS DATE.
 AH1262'THE STATION WAS RECOVERED BY AMC PERSONNEL IN 1985.
 AH1262'
 AH1262'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH1262'RECOVERED BY JGF.
 AH1262
 AH1262                          STATION RECOVERY (1989)
 AH1262
 AH1262'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 AH1262'RECOVERED IN GOOD CONDITION.
 AH1262
 AH1262                          STATION RECOVERY (1989)
 AH1262
 AH1262'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1262'RECOVERED AS DESCRIBED.  THE STATIONS GEODETIC POSITION WAS VERIFIED
 AH1262'AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH1262
 AH1262                          STATION RECOVERY (1997)
 AH1262
 AH1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1262'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AH1262'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.9 KM (1.20 MI)
 AH1262'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 4.8 KM (3.00 MI) WESTERLY
 AH1262'ALONG OCEAN DRIVE, 28.5 M (93.5 FT) SOUTH OF THE DRIVE CENTERLINE,
 AH1262'10.4 M (34.1 FT) SOUTHEAST OF REFERENCE MARK 4, 0.3 M (1.0 FT) ABOVE
 AH1262'THE LEVEL OF THE DRIVE, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE
 AH1262'THE GROUND SURFACE.
 AH1262
 AH1262                          STATION RECOVERY (2002)
 AH1262
 AH1262'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AH1262'RECOVERED IN GOOD CONDITION.
 AH1262
 AH1262                          STATION RECOVERY (2005)
 AH1262
 AH1262'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AH1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8085 ***********************************************************************
 AC8085  DESIGNATION -  CALLO 2 RM 4
 AC8085  PID         -  AC8085
 AC8085  STATE/COUNTY-  TX/NUECES
 AC8085  USGS QUAD   -  OSO CREEK NE (1975)
 AC8085
 AC8085                         *CURRENT SURVEY CONTROL
 AC8085  ___________________________________________________________________
 AC8085* NAD 83(1986)-  27 42 43.     (N)    097 18 49.     (W)     SCALED    
 AC8085* NAVD 88     -         1.513  (meters)       4.96   (feet)  ADJUSTED  
 AC8085  ___________________________________________________________________
 AC8085  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AC8085  DYNAMIC HT  -           1.511 (meters)       4.96  (feet)  COMP
 AC8085  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 AC8085
 AC8085  VERT ORDER  -  FIRST     CLASS II
 AC8085
 AC8085.The horizontal coordinates were scaled from a topographic map and have
 AC8085.an estimated accuracy of +/- 6 seconds.
 AC8085
 AC8085.The orthometric height was determined by differential leveling
 AC8085.and adjusted by the National Geodetic Survey in December 1997..
 AC8085
 AC8085.The geoid height was determined by GEOID03.
 AC8085
 AC8085.The dynamic height is computed by dividing the NAVD 88
 AC8085.geopotential number by the normal gravity value computed on the
 AC8085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8085.degrees latitude (g = 980.6199 gals.).
 AC8085
 AC8085.The modeled gravity was interpolated from observed gravity values.
 AC8085
 AC8085;                    North         East    Units  Estimated Accuracy
 AC8085;SPC TX S     - 5,227,160.      417,000.      MT  (+/- 180 meters Scaled)
 AC8085
 AC8085                          SUPERSEDED SURVEY CONTROL
 AC8085
 AC8085.No superseded survey control is available for this station.
 AC8085
 AC8085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR662664(NAD 83)
 AC8085_MARKER: DR = REFERENCE MARK DISK
 AC8085_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC8085_SP_SET: SLAB
 AC8085_STAMPING: CALLO 2 NO 4 1984
 AC8085_MARK LOGO: NGS   
 AC8085_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8085+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8085
 AC8085  HISTORY     - Date     Condition        Report By
 AC8085  HISTORY     - 1984     MONUMENTED       NGS
 AC8085  HISTORY     - 19970209 GOOD             NGS
 AC8085  HISTORY     - 20050820 MARK NOT FOUND   USPSQD
 AC8085
 AC8085                          STATION DESCRIPTION
 AC8085
 AC8085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8085'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AC8085'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.9 KM (1.20 MI)
 AC8085'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 4.8 KM (3.00 MI) WESTERLY
 AC8085'ALONG OCEAN DRIVE, NEAR THE CENTER OF A 3 BY 4-FOOT CONCRETE SLAB,
 AC8085'23.5 M (77.1 FT) SOUTH OF THE DRIVE CENTERLINE, 10.4 M (34.1 FT)
 AC8085'NORTHWEST OF THE STATION MARK, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AC8085'DRIVE, AND FLUSH WITH THE GROUND SURFACE.
 AC8085
 AC8085                          STATION RECOVERY (2005)
 AC8085
 AC8085'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AC8085'SEVERAL SIMILAR CONCRETE SLABS WERE FOUND IN BROCKEN AND SCATTERED
 AC8085'PIECES. HEAVY GROUND COVER, TALL CANE AND MANY SNAKES MAKE THE SEARCH
 AC8085'VERY DIFFICULT AND IT IS NOT LIKELY THAT THE DISK REMAINS IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1083 ***********************************************************************
 BM1083  PACS        -  This is a Primary Airport Control Station.
 BM1083  DESIGNATION -  CALPORT
 BM1083  PID         -  BM1083
 BM1083  STATE/COUNTY-  TX/BURLESON
 BM1083  USGS QUAD   -  CALDWELL (1989)
 BM1083
 BM1083                         *CURRENT SURVEY CONTROL
 BM1083  ___________________________________________________________________
 BM1083* NAD 83(1993)-  30 31 03.35798(N)    096 42 20.85896(W)     ADJUSTED  
 BM1083* NAVD 88     -       118.36   (meters)     388.3    (feet)  GPS OBS   
 BM1083  ___________________________________________________________________
 BM1083  X           -    -642,173.955 (meters)                     COMP
 BM1083  Y           -  -5,461,799.584 (meters)                     COMP
 BM1083  Z           -   3,219,982.148 (meters)                     COMP
 BM1083  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 BM1083  ELLIP HEIGHT-          91.84  (meters)          (10/24/00) GPS OBS
 BM1083  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BM1083
 BM1083  HORZ ORDER  -  B
 BM1083  ELLP ORDER  -  FOURTH    CLASS II
 BM1083
 BM1083.This mark is at Caldwell Muni (14R) Airport (14R)
 BM1083
 BM1083.The horizontal coordinates were established by GPS observations
 BM1083.and adjusted by the National Geodetic Survey in February 1996..
 BM1083
 BM1083.The orthometric height was determined by GPS observations and a
 BM1083.high-resolution geoid model.
 BM1083
 BM1083.GPS derived orthometric heights for airport stations designated as
 BM1083.PACS or SACS are published to 2 decimal places.  This maintains
 BM1083.centimeter relative accuracy between the PACS and SACS.  It does
 BM1083.not indicate centimeter accuracy relative to other marks which are
 BM1083.part of the NAVD 88 network.
 BM1083
 BM1083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1083
 BM1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1083
 BM1083.The ellipsoidal height was determined by GPS observations
 BM1083.and is referenced to NAD 83.
 BM1083
 BM1083.The geoid height was determined by GEOID03.
 BM1083
 BM1083;                    North         East     Units Scale Factor Converg.
 BM1083;SPC TX C     - 3,100,006.786 1,048,086.613   MT  0.99991715   +1 52 06.2
 BM1083;SPC TX C     -10,170,605.60  3,438,597.50   sFT  0.99991715   +1 52 06.2
 BM1083;UTM  14      - 3,378,380.674   720,142.257   MT  1.00019789   +1 09 55.7
 BM1083
 BM1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1083!SPC TX C     -   0.99998558  x   0.99991715  =   0.99990273
 BM1083!UTM  14      -   0.99998558  x   1.00019789  =   1.00018346
 BM1083
 BM1083|---------------------------------------------------------------------|
 BM1083| PID    Reference Object                     Distance      Geod. Az  |
 BM1083|                                                           dddmmss.s |
 BM1083| AB6588 14R A                               354.221 METERS 13703     |
 BM1083| BM1084 CALPORT AZ MK                       APPROX. 0.7 KM 1505239.7 |
 BM1083|---------------------------------------------------------------------|
 BM1083
 BM1083                          SUPERSEDED SURVEY CONTROL
 BM1083
 BM1083  ELLIP H (02/20/96)   91.88   (m)                       GP(       ) 1 1
 BM1083  NAD 83(1993)-  30 31 03.35921(N)    096 42 20.85817(W) AD(       ) 3
 BM1083  ELLIP H (02/16/96)   91.87   (m)                       GP(       ) 5 1
 BM1083  NAD 83(1986)-  30 31 03.37226(N)    096 42 20.83786(W) AD(       ) 3
 BM1083  NAD 27      -  30 31 02.63700(N)    096 42 19.91023(W) AD(       ) 3
 BM1083  NGVD 29 (12/08/88)  118.3    (m)          388.     (f) GPS OBS        
 BM1083
 BM1083.Superseded values are not recommended for survey control.
 BM1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1083.See file dsdata.txt to determine how the superseded data were derived.
 BM1083
 BM1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU2014278381(NAD 83)
 BM1083_MARKER: I = METAL ROD
 BM1083_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1083_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM1083_STAMPING: CALPORT 1988
 BM1083_MARK LOGO: NGS   
 BM1083_PROJECTION: FLUSH
 BM1083_MAGNETIC: I = MARKER IS A STEEL ROD
 BM1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1083+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 BM1083_ROD/PIPE-DEPTH: 7.0  meters
 BM1083_SLEEVE-DEPTH  : 0.76 meters
 BM1083
 BM1083  HISTORY     - Date     Condition        Report By
 BM1083  HISTORY     - 1988     MONUMENTED       NGS
 BM1083  HISTORY     - 19940820 GOOD             USPSQD
 BM1083  HISTORY     - 19950222 GOOD             NGS
 BM1083  HISTORY     - 20040417 GOOD             TXAM
 BM1083
 BM1083                          STATION DESCRIPTION
 BM1083
 BM1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1083'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF CALDWELL AT
 BM1083'THE CALDWELL MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CALDWELL C/O H.C.
 BM1083'FAUST, BOX 550, CALDWELL TX 77836.  TELEPHONE NUMBER 409-567-3241. OR
 BM1083'CONTACT MAYOR WILLIAM BROADDUS.
 BM1083'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 36 IN
 BM1083'CALDWELL.  GO SOUTHWEST ON STATE HIGHWAY 21 FOR 2.6 KM (1.60 MI) TO A
 BM1083'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.9 KM (0.55 MI) TO A
 BM1083'GATE.  GO EAST ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO THE STATION,
 BM1083'ON THE SOUTHEAST SIDE OF THE CONNECTOR.
 BM1083'THE STATION IS SET 36.3 M (119.1 FT) SOUTHWEST OF THE CENTERLINE OF
 BM1083'THE RUNWAY, 8.1 M (26.6 FT) SOUTHEAST OF THE CONNECTOR ,5.2 M
 BM1083'(17.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE APRON AND 0.3 M
 BM1083'(1.0 FT) SOUTHWEST OF A WITNESS POST.
 BM1083'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BM1083'DESCRIBED BY B.L.L.
 BM1083
 BM1083                          STATION RECOVERY (1994)
 BM1083
 BM1083'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1083'RECOVERED IN GOOD CONDITION.
 BM1083
 BM1083                          STATION RECOVERY (1995)
 BM1083
 BM1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1083'NOTE--CONTACT JONNY PRICE, CITY MAINTENANCE, AT CITY HALL ON ARRIVAL
 BM1083'TO OPEN LOCKED ENTRANCE GATE TO AIRPORT, OR PHONE 409-567 3271.  THE
 BM1083'STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) SOUTHWEST OF CALDWELL, AT
 BM1083'THE CALDWELL MUNICIPAL AIRPORT, NEAR THE SOUTHEAST EDGE OF A CONNECTOR
 BM1083'BETWEEN THE RUNWAY AND APRON.  OWNERSHIP--CITY OF CALDWELL, BOX 550,
 BM1083'CALDWELL, TX.  77836.  PHONE 409-567-3271 OR 409-567-0403. TO REACH
 BM1083'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 36 IN CALDWELL.
 BM1083'GO SOUTHWEST ON HIGHWAY 21 FOR 2.6 KM (1.60 MI) TO HULL STREET ON THE
 BM1083'LEFT.  TURN LEFT, SOUTHEAST, FOR 1.0 KM (0.60 MI) TO A LOCKED GATE.
 BM1083'GO EAST ACROSS THE APRON FOR 70.0 M (229.7 FT) TO THE STATION ON THE
 BM1083'SOUTHEAST SIDE OF THE CONNECTOR.  STATION IS 36.3 M (119.1 FT)
 BM1083'SOUTWEST OF THE RUNWAY CENTERLINE, 8.1 M (26.6 FT) SOUTHEAST OF THE
 BM1083'CONNECTOR CENTERLINE, AND 5.2 M (17.1 FT) NORTHEAST OF THE NORTHEAST
 BM1083'EDGE OF THE APRON.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 BM1083'5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY
 BM1083'R.G.H.
 BM1083
 BM1083                          STATION RECOVERY (2004)
 BM1083
 BM1083'RECOVERY NOTE BY TEXAS A+M UNIVERSITY 2004
 BM1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1084 ***********************************************************************
 BM1084  SACS        -  This is a Secondary Airport Control Station.
 BM1084  DESIGNATION -  CALPORT AZ MK
 BM1084  PID         -  BM1084
 BM1084  STATE/COUNTY-  TX/BURLESON
 BM1084  USGS QUAD   -  CALDWELL (1989)
 BM1084
 BM1084                         *CURRENT SURVEY CONTROL
 BM1084  ___________________________________________________________________
 BM1084* NAD 83(1993)-  30 30 42.50474(N)    096 42 07.44149(W)     ADJUSTED  
 BM1084* NAVD 88     -       110.31   (meters)     361.9    (feet)  GPS OBS   
 BM1084  ___________________________________________________________________
 BM1084  X           -    -641,855.909 (meters)                     COMP
 BM1084  Y           -  -5,462,158.294 (meters)                     COMP
 BM1084  Z           -   3,219,424.819 (meters)                     COMP
 BM1084  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 BM1084  ELLIP HEIGHT-          83.78  (meters)          (07/23/01) GPS OBS
 BM1084  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BM1084
 BM1084  HORZ ORDER  -  FIRST
 BM1084  ELLP ORDER  -  FIFTH     CLASS I
 BM1084
 BM1084.This mark is at Caldwell Muni (14R) Airport (14R)
 BM1084
 BM1084.The horizontal coordinates were established by GPS observations
 BM1084.and adjusted by the National Geodetic Survey in September 1996..
 BM1084
 BM1084.The orthometric height was determined by GPS observations and a
 BM1084.high-resolution geoid model.
 BM1084
 BM1084.GPS derived orthometric heights for airport stations designated as
 BM1084.PACS or SACS are published to 2 decimal places.  This maintains
 BM1084.centimeter relative accuracy between the PACS and SACS.  It does
 BM1084.not indicate centimeter accuracy relative to other marks which are
 BM1084.part of the NAVD 88 network.
 BM1084
 BM1084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1084
 BM1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1084
 BM1084.The ellipsoidal height was determined by GPS observations
 BM1084.and is referenced to NAD 83.
 BM1084
 BM1084.The geoid height was determined by GEOID03.
 BM1084
 BM1084;                    North         East     Units Scale Factor Converg.
 BM1084;SPC TX C     - 3,099,376.678 1,048,465.081   MT  0.99991800   +1 52 13.1
 BM1084;SPC TX C     -10,168,538.32  3,439,839.19   sFT  0.99991800   +1 52 13.1
 BM1084;UTM  14      - 3,377,745.792   720,513.070   MT  1.00019991   +1 10 01.8
 BM1084
 BM1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1084!SPC TX C     -   0.99998684  x   0.99991800  =   0.99990484
 BM1084!UTM  14      -   0.99998684  x   1.00019991  =   1.00018675
 BM1084
 BM1084:                Primary Azimuth Mark                     Grid Az
 BM1084:SPC TX C     -  CALPORT                                  329 00 33.4
 BM1084:UTM  14      -  CALPORT                                  329 42 44.7
 BM1084
 BM1084|---------------------------------------------------------------------|
 BM1084| PID    Reference Object                     Distance      Geod. Az  |
 BM1084|                                                           dddmmss.s |
 BM1084| BM1083 CALPORT                             APPROX. 0.7 KM 3305246.5 |
 BM1084|---------------------------------------------------------------------|
 BM1084
 BM1084                          SUPERSEDED SURVEY CONTROL
 BM1084
 BM1084  ELLIP H (09/04/96)   83.83   (m)                       GP(       ) 5 1
 BM1084  NAD 83(1993)-  30 30 42.50521(N)    096 42 07.44044(W) AD(       ) 3
 BM1084  ELLIP H (02/16/96)   83.82   (m)                       GP(       ) 5 1
 BM1084  NAD 83(1986)-  30 30 42.51825(N)    096 42 07.42014(W) AD(       ) 3
 BM1084  NAD 27      -  30 30 41.78233(N)    096 42 06.49302(W) AD(       ) 3
 BM1084  NGVD 29 (12/08/88)  110.2    (m)          362.     (f) GPS OBS        
 BM1084
 BM1084.Superseded values are not recommended for survey control.
 BM1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1084.See file dsdata.txt to determine how the superseded data were derived.
 BM1084
 BM1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU2051377746(NAD 83)
 BM1084_MARKER: I = METAL ROD
 BM1084_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1084_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM1084_STAMPING: CALPORT AZ MK 1988
 BM1084_MARK LOGO: NGS   
 BM1084_PROJECTION: FLUSH
 BM1084_MAGNETIC: I = MARKER IS A STEEL ROD
 BM1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1084+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1995
 BM1084_ROD/PIPE-DEPTH: 3.4  meters
 BM1084_SLEEVE-DEPTH  : 0.76 meters
 BM1084
 BM1084  HISTORY     - Date     Condition        Report By
 BM1084  HISTORY     - 1988     MONUMENTED       NGS
 BM1084  HISTORY     - 19940820 GOOD             USPSQD
 BM1084  HISTORY     - 19950222 GOOD             NGS
 BM1084
 BM1084                          STATION DESCRIPTION
 BM1084
 BM1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1084'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF CALDWELL AT
 BM1084'THE CALDWELL MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CALDWELL C/O H.C.
 BM1084'FAUST, BOX 550, CALDWELL TX 77836.  TELEPHONE NUMBER 409-567-3241. OR
 BM1084'CONTACT MAYOR WILLIAM BROADDUS.
 BM1084'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 36 IN
 BM1084'CALDWELL.  GO SOUTHWEST ON STATE HIGHWAY 21 FOR 2.6 KM (1.60 MI) TO A
 BM1084'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.9 KM (0.55 MI) TO A
 BM1084'GATE.  GO EAST ACROSS THE APRON FOR 0.2 KM (0.10 MI) TO THE RUNWAY.
 BM1084'GO RIGHT, SOUTHEAST ALONG THE RUNWAY FOR 0.8 KM (0.50 MI) TO A
 BM1084'HOLDING AREA AND THE AZIMUTH ON THE RIGHT.
 BM1084'THE STATION IS SET 17.0 M (55.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 BM1084'CENTERLINE OF THE RUNWAY, AT THE ARROWS, 13.1 M (43.0 FT) SOUTHEAST
 BM1084'OF THE SOUTHWEST MOST LIGHT, OF THREE THRESHOLD LIGHTS, 9.3 M
 BM1084'(30.5 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE HOLDING AREA AND 0.3
 BM1084'M (1.0 FT) NORTHEAST OF A WITNESS POST.
 BM1084'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BM1084'DESCRIBED BY R.D.B.
 BM1084
 BM1084                          STATION RECOVERY (1994)
 BM1084
 BM1084'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1084'RECOVERED IN GOOD CONDITION.
 BM1084
 BM1084                          STATION RECOVERY (1995)
 BM1084
 BM1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1084'NOTE--CONTACT JONNY PRICE, CITY MAINTANCE, AT CITY HALL ON ARRIVAL TO
 BM1084'OPEN LOCKED ENTRANCE GATE TO THE AIRPORT.  OR PHONE 409-567-3271. THE
 BM1084'STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF CALDWELL, AT THE
 BM1084'CALDWELL MUNICIPAL AIRPORT.  NEAR THE SOUTHEAST END OF THE AIRPORT AND
 BM1084'THE NORTHWEST SIDE OF A HOLDING AREA.  OWNERSHIP--CITY OF CALDWELL,
 BM1084'BOX 550 CALDWELL, TX.  77836.  PHONE 409-567-3271 OR 409-567-0403.  TO
 BM1084'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 36 IN
 BM1084'CALDWELL, GO SOUTHWEST ON HIGHWAY 21 FOR 2.6 KM (1.60 MI) TO HULL
 BM1084'STREET ON THE LEFT.  TURN LEFT, SOUTHEAST FOR 1.0 KM (0.60 MI) TO A
 BM1084'LOCKED GATE.  GO EAST ACROSS THE APRON FOR 90.0 M (295.3 FT) TO THE
 BM1084'RUNWAY.  TURN RIGHT, SOUTHEAST, ALONG THE RUNWAY FOR 0.74 KM (0.45 MI)
 BM1084'TO A HOLDING AREA AND THE STATION ON THE RIGHT.  STATION IS 17.0 M
 BM1084'(55.8 FT) SOUTHWEST OF THE RUNWAY CENTERLINE, AT THE ARROWS, 13.1 M
 BM1084'(43.0 FT) SOUTHEAST OF THE SOUTHWEST ONE OF THREE THRESHOLD LIGHTS,
 BM1084'9.3 M (30.5 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE HOLDING AREA,
 BM1084'AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE
 BM1084'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET
 BM1084'CLASS A REQUIREMENTS. THIS IS AN AIRPORT SAC STATION.  BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0296 ***********************************************************************
 BM0296  DESIGNATION -  CALVERT
 BM0296  PID         -  BM0296
 BM0296  STATE/COUNTY-  TX/ROBERTSON
 BM0296  USGS QUAD   -  CALVERT (1989)
 BM0296
 BM0296                         *CURRENT SURVEY CONTROL
 BM0296  ___________________________________________________________________
 BM0296* NAD 83(1986)-  30 58 46.     (N)    096 40 24.     (W)     SCALED    
 BM0296* NAVD 88     -       101.33   (+/-2cm)     332.4    (feet)  VERTCON   
 BM0296  ___________________________________________________________________
 BM0296  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BM0296
 BM0296  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0296
 BM0296.The horizontal coordinates were scaled from a topographic map and have
 BM0296.an estimated accuracy of +/- 6 seconds.
 BM0296
 BM0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0296.The vertical order pertains to the NGVD 29 superseded value.
 BM0296
 BM0296.The geoid height was determined by GEOID03.
 BM0296
 BM0296;                    North         East    Units  Estimated Accuracy
 BM0296;SPC TX C     - 3,151,280.    1,049,520.      MT  (+/- 180 meters Scaled)
 BM0296
 BM0296                          SUPERSEDED SURVEY CONTROL
 BM0296
 BM0296  NGVD 29 (??/??/92)  101.291  (m)          332.32   (f) ADJ UNCH    2 0
 BM0296
 BM0296.Superseded values are not recommended for survey control.
 BM0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0296.See file dsdata.txt to determine how the superseded data were derived.
 BM0296
 BM0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV221296(NAD 83)
 BM0296_MARKER: DB = BENCH MARK DISK
 BM0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0296_STAMPING: CALVERT 1934
 BM0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0296+STABILITY: SURFACE MOTION
 BM0296
 BM0296  HISTORY     - Date     Condition        Report By
 BM0296  HISTORY     - 1934     MONUMENTED       CGS
 BM0296  HISTORY     - 1951     GOOD             NGS
 BM0296  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0296
 BM0296                          STATION DESCRIPTION
 BM0296
 BM0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0296'IN CALVERT.
 BM0296'AT CALVERT, ROBERTSON COUNTY, AT THE INTERSECTION OF RAILROAD AND
 BM0296'BURNETT, STREETS, AT THE CITY HALL, AT THE NORTHWEST CORNER OF THE
 BM0296'CITY HALL YARD, 30 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BM0296'BUILDING, AND 6 FEET SOUTHEAST OF THE CORNER OF THE SIDEWALK.  A
 BM0296'STANDARD DISK, STAMPED CALVERT 1934 AND SET IN THE TOP OF A CONCRETE
 BM0296'POST.
 BM0296
 BM0296                          STATION RECOVERY (1951)
 BM0296
 BM0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 BM0296'RECOVERED IN GOOD CONDITION.
 BM0296
 BM0296                          STATION RECOVERY (1994)
 BM0296
 BM0296'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1069 ***********************************************************************
 BM1069  DESIGNATION -  CALVERT
 BM1069  PID         -  BM1069
 BM1069  STATE/COUNTY-  TX/ROBERTSON
 BM1069  USGS QUAD   -  CALVERT (1989)
 BM1069
 BM1069                         *CURRENT SURVEY CONTROL
 BM1069  ___________________________________________________________________
 BM1069* NAD 83(1993)-  30 59 09.26668(N)    096 39 51.46351(W)     ADJUSTED  
 BM1069* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BM1069  ___________________________________________________________________
 BM1069  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BM1069  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BM1069
 BM1069  HORZ ORDER  -  FIRST
 BM1069
 BM1069.The horizontal coordinates were established by classical geodetic methods
 BM1069.and adjusted by the National Geodetic Survey in February 1996..
 BM1069
 BM1069.The orthometric height was scaled from a topographic map.
 BM1069
 BM1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1069
 BM1069.The geoid height was determined by GEOID03.
 BM1069
 BM1069;                    North         East     Units Scale Factor Converg.
 BM1069;SPC TX C     - 3,152,022.703 1,050,355.318   MT  0.99988178   +1 53 23.2
 BM1069;SPC TX C     -10,341,261.15  3,446,040.74   sFT  0.99988178   +1 53 23.2
 BM1069;UTM  14      - 3,430,381.463   723,042.547   MT  1.00021369   +1 12 10.7
 BM1069
 BM1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1069!SPC TX C     -   0.99998617  x   0.99988178  =   0.99986795
 BM1069!UTM  14      -   0.99998617  x   1.00021369  =   1.00019986
 BM1069
 BM1069:                Primary Azimuth Mark                     Grid Az
 BM1069:SPC TX C     -  CALVERT AZ MK                            056 47 05.2
 BM1069:UTM  14      -  CALVERT AZ MK                            057 28 17.7
 BM1069
 BM1069|---------------------------------------------------------------------|
 BM1069| PID    Reference Object                     Distance      Geod. Az  |
 BM1069|                                                           dddmmss.s |
 BM1069| CV8190 CALVERT AZ MK                                      0584028.4 |
 BM1069| CV8191 CALVERT RM 1                         36.085 METERS 06946     |
 BM1069| BM1053 CALVERT UTILITIES CO STACK          APPROX. 1.4 KM 2152123.8 |
 BM1069| BM1052 CALVERT STANDPIPE                   APPROX. 1.3 KM 2162920.9 |
 BM1069| BM1054 CALVERT CENTRAL HOTEL CUPOLA        APPROX. 1.3 KM 2224529.4 |
 BM1069| CV8192 CALVERT RM 2                         55.833 METERS 33218     |
 BM1069|---------------------------------------------------------------------|
 BM1069
 BM1069                          SUPERSEDED SURVEY CONTROL
 BM1069
 BM1069  NAD 83(1986)-  30 59 09.27863(N)    096 39 51.44475(W) AD(       ) 1
 BM1069  NAD 27      -  30 59 08.60400(N)    096 39 50.54700(W) AD(       ) 1
 BM1069
 BM1069.Superseded values are not recommended for survey control.
 BM1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1069.See file dsdata.txt to determine how the superseded data were derived.
 BM1069
 BM1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV2304330381(NAD 83)
 BM1069_MARKER: DS = TRIANGULATION STATION DISK
 BM1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1069_STAMPING: CALVERT 1943
 BM1069_MARK LOGO: CGS   
 BM1069_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BM1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1069+STABILITY: SURFACE MOTION
 BM1069
 BM1069  HISTORY     - Date     Condition        Report By
 BM1069  HISTORY     - 1943     MONUMENTED       CGS
 BM1069  HISTORY     - 19830628 GOOD             NGS
 BM1069  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1069  HISTORY     - 20060419 POOR             JAC
 BM1069
 BM1069                          STATION DESCRIPTION
 BM1069
 BM1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1069'STATION IS LOCATED IN THE NE PART OF THE TOWN OF CALVERT, NEAR THE
 BM1069'HIGH SCHOOL ON LAND OWNED BY MR. J.I. DRURY.  IT IS IN THE NE
 BM1069'CORNER OF THE BARNYARD, 36 FEET E OF SE CORNER OF HOUSE, 35 FEET
 BM1069'NW OF DIRT ROAD, 25 FEET N OF A FENCE CORNER AND 15 FEET NW OF A
 BM1069'GATE.  THE MARK IS STAMPED CALVERT 1943 AND PROJECTS 2 INCHES.
 BM1069'
 BM1069'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1069'DISKS SET IN CONCRETE.
 BM1069'
 BM1069'REFERENCE MARK NO. 1 IS ENE OF STATION, 90 FEET NE OF GATE
 BM1069'POST, AND 20 FEET NW OF DIRT ROAD IN FENCE LINE.  MARK IS STAMPED
 BM1069'CALVERT NO. 1, 1943 AND PROJECTS 6 INCHES.
 BM1069'
 BM1069'REFERENCE MARK NO. 2 IS NNW OF STATION IN E-W FENCE LINE AT
 BM1069'THE NW END OF BARNYARD AND 70 FEET W OF BARN.  MARK IS STAMPED
 BM1069'CALVERT NO. 2, 1943 AND PROJECTS 8 INCHES.
 BM1069'
 BM1069'AZIMUTH MARK IS LOCATED 0.6 MILE ENE OF STATION IN THE NE CORNER
 BM1069'OF A CULTIVATED FIELD.  IT IS 30 FEET W OF A FARM LANE, 30
 BM1069'FEET NW OF CENTER LINE OF GRAVEL ROAD, 21 FEET NE OF 28-INCH OAK
 BM1069'TREE, 24 FEET SW OF GATE POST, AND 1 FOOT NW OF FENCE LINE.  MARK
 BM1069'IS STAMPED CALVERT 1943 AND PROJECTS 2 INCHES.  TO REACH FROM
 BM1069'STATION RETURN TO DIRT ROAD FROM BARNYARD, TURN LEFT AND GO
 BM1069'200 FEET, TURN RIGHT AND GO 0.1 MILE TO MAIN-TRAVELED GRAVEL
 BM1069'ROAD (JUST AFTER PASSING BETWEEN CEMETERY AND FOOTBALL STADIUM),
 BM1069'TURN LEFT AND FOLLOW GRAVEL ROAD NE FOR 0.7 MILE TO LARGE OAK
 BM1069'TREE, FARM LANE AND STATION ON LEFT.
 BM1069'
 BM1069'TO REACH THE STATION FROM THE CALVERT STATE BANK IN CALVERT
 BM1069'(LOCATED ON THE CORNER OF THE MAIN INTERSECTION OF TOWN AND ON
 BM1069'TEXAS HIGHWAY 6) GO E ON PAVED STREET FOR 0.65 MILE TO END OF
 BM1069'STREET IN FRONT OF SCHOOL, TURN LEFT N AND GO 0.05 MILE TO CROSS
 BM1069'STREET, THEN TURN RIGHT (E) ON GRAVEL STREET AND GO 0.1 MILE TO
 BM1069'OLD HOUSE AND STATION ON LEFT.
 BM1069'
 BM1069'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BM1069'
 BM1069'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BM1069
 BM1069                          STATION RECOVERY (1983)
 BM1069
 BM1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 BM1069'THE STATION, CALVERT WAS RECOVERED AS DESCRIBED.  IT IS LOCATED ON THE
 BM1069'DRURY FARM ACROSS THE ROAD FROM THE CALVERT HIGH SCHOOL.  THE AZIMUTH
 BM1069'MARK WAS NOT OBSERVED DUE TO FARM EQUIPMENT STORED ON LINE.  THE
 BM1069'STATION IS LOCATED ON THE EAST SIDE OF CALVERT, ACROSS THE ROAD FROM
 BM1069'THE HIGH SCHOOL FOOTBALL FIELD.  IT IS IN A SMALL PASTURE ON THE DRURY
 BM1069'FARM.  TO REACH THE STATION FROM THE MAIN INTERSECTION IN CALVERT AT
 BM1069'THE CALVERT STATE BANK, GO EAST ON A PAVED STREET FOR 1.04 KM (0.65
 BM1069'MI) TO A JUNCTION AT THE HIGH SCHOOL.  TURN LEFT AND GO NORTH ON A
 BM1069'PAVED STREET FOR 0.24 KM (0.15 MI) TO A DIRT ROAD ON THE RIGHT.  TURN
 BM1069'RIGHT ON A DIRT ROAD AND GO EAST FOR 0.16 KM (0.10 MI) TO THE STATION
 BM1069'ON THE LEFT.  THE STATION IS A STANDARD CGS DISK STAMPED--CALVERT
 BM1069'1943--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES,
 BM1069'(30.5 CM) IN DIAMETER, PROJECTING, 3 INCHES, (7.6 CM) ABOVE THE
 BM1069'GROUND.  THE STATION IS LOCATED 10.73 METERS (35.20 FT) NORTHWEST FROM
 BM1069'THE CENTER OF A DIRT ROAD, 10.97 METERS (35.99 FT) EAST FROM THE
 BM1069'SOUTHEAST CORNER OF AN OLD ABANDONED HOUSE, 7.71 METERS (25.30 FT)
 BM1069'NORTH FROM A FENCE CORNER, 4.57 METERS (14.99 FT) NORTHWEST FROM A
 BM1069'GATE.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--CALVERT NO
 BM1069'1 1943--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES,
 BM1069'(30.5 CM) IN DIAMETER, PROJECTING, 4 INCHES, (10 CM) ABOVE THE GROUND.
 BM1069'THE STATION IS LOCATED 28.04 METERS (91.99 FT) NORTHEAST FROM THE
 BM1069'GATE, 7.62 METERS (25.00 FT) NORTHWEST FROM THE CENTER OF THE DIRT
 BM1069'ROAD, 1.86 METERS (6.10 FT) NORTH FROM A FENCE.  REFERENCE MARK NO 2
 BM1069'IS A STANDARD CGS DISK STAMPED--CALVERT NO 2 1943--, SET IN THE TOP OF
 BM1069'A SQUARE CONCRETE MONUMENT, 12.0 INCHES, (30.5 CM) IN DIAMETER,
 BM1069'PROJECTING, 04 INCHES, (10 CM) ABOVE THE GROUND.  THE STATION IS
 BM1069'LOCATED 21.34 METERS (70.01 FT) WEST FROM THE SOUTHEAST CORNER OF A
 BM1069'BARN, 0.85 METERS (2.79 FT) WEST FROM A 24-INCH OAK TREE IN A FENCE
 BM1069'ROW.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--CALVERT
 BM1069'1943--, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, (30.5
 BM1069'CM) IN DIAMETER.  THE STATION IS LOCATED 9.14 METERS (29.99 FT) WEST
 BM1069'FROM THE CENTER OF THE DIRT ROAD, 9.14 METERS (29.99 FT) NORTHWEST
 BM1069'FROM THE CENTER OF A FARM LANE, 6.46 METERS (21.19 FT) NORTHEAST FROM
 BM1069'A 28-INCH OAK TREE, 0.30 METERS (0.98 FT) NORTHWEST FROM A FENCE.  TO
 BM1069'REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE DIRT ROAD FOR
 BM1069'1.12 KM (0.70 MI) TO A FARM LANE AND THE MARK ON THE LEFT IN THE
 BM1069'NORTHEAST CORNER OF A CULTIVATED FIELD.
 BM1069
 BM1069                          STATION RECOVERY (1994)
 BM1069
 BM1069'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1069'MARK NOT FOUND.
 BM1069
 BM1069                          STATION RECOVERY (2006)
 BM1069
 BM1069'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 BM1069'THE TOP OF THE MONUMENT IS BROKEN OFF.  NO ATTEMPT WAS MADE TO LOOK
 BM1069'FOR THE SUBSURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1054 ***********************************************************************
 BM1054  DESIGNATION -  CALVERT CENTRAL HOTEL CUPOLA
 BM1054  PID         -  BM1054
 BM1054  STATE/COUNTY-  TX/ROBERTSON
 BM1054  USGS QUAD   -  CALVERT (1989)
 BM1054
 BM1054                         *CURRENT SURVEY CONTROL
 BM1054  ___________________________________________________________________
 BM1054* NAD 83(1993)-  30 58 38.35841(N)    096 40 24.63178(W)     ADJUSTED  
 BM1054* NAVD 88     -                                                        
 BM1054  ___________________________________________________________________
 BM1054  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BM1054  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BM1054
 BM1054  HORZ ORDER  -  THIRD
 BM1054
 BM1054.The horizontal coordinates were established by classical geodetic methods
 BM1054.and adjusted by the National Geodetic Survey in February 1996..
 BM1054
 BM1054
 BM1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1054
 BM1054.The geoid height was determined by GEOID03.
 BM1054
 BM1054;                    North         East     Units Scale Factor Converg.
 BM1054;SPC TX C     - 3,151,042.468 1,049,507.158   MT  0.99988183   +1 53 06.1
 BM1054;SPC TX C     -10,338,045.16  3,443,258.07   sFT  0.99988183   +1 53 06.1
 BM1054;UTM  14      - 3,429,411.148   722,182.412   MT  1.00020897   +1 11 52.6
 BM1054
 BM1054                          SUPERSEDED SURVEY CONTROL
 BM1054
 BM1054  NAD 83(1986)-  30 58 38.37032(N)    096 40 24.61291(W) AD(       ) 4
 BM1054  NAD 27      -  30 58 37.69500(N)    096 40 23.71400(W) AD(       ) 3
 BM1054
 BM1054.Superseded values are not recommended for survey control.
 BM1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1054.See file dsdata.txt to determine how the superseded data were derived.
 BM1054
 BM1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV2218229411(NAD 83)
 BM1054_MARKER: 86 = CUPOLA
 BM1054
 BM1054  HISTORY     - Date     Condition        Report By
 BM1054  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM1054  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1054
 BM1054                          STATION DESCRIPTION
 BM1054
 BM1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1054'THE CENTRAL HOTEL IS IN THE S CENTRAL PART OF CALVERT ON THE
 BM1054'W SIDE OF ROUTE 6.  THIS IS A LARGE, FOUR-STORY BRICK BUILDING
 BM1054'WITH A CUPOLA IN THE SE CORNER WHICH PROJECTS ABOUT 25 FEET ABOVE
 BM1054'THE ROOF OF THE BUILDING.  THE CUPOLA IS SQUARE AND SHINGLED WITH
 BM1054'FOUR WINDOWS WITH LOUVER BOARDS.  THE TOP OF THE CUPOLA WAS THE
 BM1054'POINT OBSERVED ON.
 BM1054
 BM1054                          STATION RECOVERY (1994)
 BM1054
 BM1054'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1052 ***********************************************************************
 BM1052  DESIGNATION -  CALVERT STANDPIPE
 BM1052  PID         -  BM1052
 BM1052  STATE/COUNTY-  TX/ROBERTSON
 BM1052  USGS QUAD   -  CALVERT (1989)
 BM1052
 BM1052                         *CURRENT SURVEY CONTROL
 BM1052  ___________________________________________________________________
 BM1052* NAD 83(1993)-  30 58 34.31050(N)    096 40 21.47093(W)     ADJUSTED  
 BM1052* NAVD 88     -                                                        
 BM1052  ___________________________________________________________________
 BM1052  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BM1052  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BM1052
 BM1052  HORZ ORDER  -  THIRD
 BM1052
 BM1052.The horizontal coordinates were established by classical geodetic methods
 BM1052.and adjusted by the National Geodetic Survey in February 1996..
 BM1052
 BM1052
 BM1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1052
 BM1052.The geoid height was determined by GEOID03.
 BM1052
 BM1052;                    North         East     Units Scale Factor Converg.
 BM1052;SPC TX C     - 3,150,920.646 1,049,595.077   MT  0.99988184   +1 53 07.7
 BM1052;SPC TX C     -10,337,645.49  3,443,546.52   sFT  0.99988184   +1 53 07.7
 BM1052;UTM  14      - 3,429,288.240   722,268.893   MT  1.00020944   +1 11 54.0
 BM1052
 BM1052                          SUPERSEDED SURVEY CONTROL
 BM1052
 BM1052  NAD 83(1986)-  30 58 34.32238(N)    096 40 21.45209(W) AD(       ) 4
 BM1052  NAD 27      -  30 58 33.64700(N)    096 40 20.55200(W) AD(       ) 3
 BM1052
 BM1052.Superseded values are not recommended for survey control.
 BM1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1052.See file dsdata.txt to determine how the superseded data were derived.
 BM1052
 BM1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV2226929288(NAD 83)
 BM1052_MARKER: 52 = STANDPIPE TANK
 BM1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM1052+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2003
 BM1052
 BM1052  HISTORY     - Date     Condition        Report By
 BM1052  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM1052  HISTORY     - 19940820 GOOD             USPSQD
 BM1052  HISTORY     - 20030720 GOOD             USPSQD
 BM1052
 BM1052                          STATION DESCRIPTION
 BM1052
 BM1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1052'THIS INTERSECTION STATION IS THE STANDPIPE OF THE WATER SUPPLY
 BM1052'SYSTEM IN THE TOWN OF CALVERT.  IT IS LOCATED 1 BLOCK SW OF
 BM1052'RAILROAD DEPOT, 100 FEET W OF CENTER LINE OF TEXAS HIGHWAY 6,
 BM1052'IN THE S END OF THE TOWN.  A STEEL STRUCTURE PAINTED BLACK, 150
 BM1052'FEET HIGH AND 16 FEET IN DIAMETER.  POINT OBSERVED ON WAS THE
 BM1052'TOP OF STANDPIPE.
 BM1052
 BM1052                          STATION RECOVERY (1994)
 BM1052
 BM1052'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1052'RECOVERED IN GOOD CONDITION.
 BM1052
 BM1052                          STATION RECOVERY (2003)
 BM1052
 BM1052'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 BM1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1053 ***********************************************************************
 BM1053  DESIGNATION -  CALVERT UTILITIES CO STACK
 BM1053  PID         -  BM1053
 BM1053  STATE/COUNTY-  TX/ROBERTSON
 BM1053  USGS QUAD   -  CALVERT (1989)
 BM1053
 BM1053                         *CURRENT SURVEY CONTROL
 BM1053  ___________________________________________________________________
 BM1053* NAD 83(1993)-  30 58 32.21805(N)    096 40 21.97090(W)     ADJUSTED  
 BM1053* NAVD 88     -                                                        
 BM1053  ___________________________________________________________________
 BM1053  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BM1053  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BM1053
 BM1053  HORZ ORDER  -  THIRD
 BM1053
 BM1053.The horizontal coordinates were established by classical geodetic methods
 BM1053.and adjusted by the National Geodetic Survey in February 1996..
 BM1053
 BM1053
 BM1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1053
 BM1053.The geoid height was determined by GEOID03.
 BM1053
 BM1053;                    North         East     Units Scale Factor Converg.
 BM1053;SPC TX C     - 3,150,855.811 1,049,583.939   MT  0.99988184   +1 53 07.5
 BM1053;SPC TX C     -10,337,432.77  3,443,509.97   sFT  0.99988184   +1 53 07.5
 BM1053;UTM  14      - 3,429,223.522   722,256.974   MT  1.00020938   +1 11 53.7
 BM1053
 BM1053                          SUPERSEDED SURVEY CONTROL
 BM1053
 BM1053  NAD 83(1986)-  30 58 32.23001(N)    096 40 21.95201(W) AD(       ) 4
 BM1053  NAD 27      -  30 58 31.55400(N)    096 40 21.05300(W) AD(       ) 3
 BM1053
 BM1053.Superseded values are not recommended for survey control.
 BM1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1053.See file dsdata.txt to determine how the superseded data were derived.
 BM1053
 BM1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV2225729224(NAD 83)
 BM1053_MARKER: 63 = STACK
 BM1053
 BM1053  HISTORY     - Date     Condition        Report By
 BM1053  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM1053  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1053
 BM1053                          STATION DESCRIPTION
 BM1053
 BM1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1053'THIS INTERSECTION STATION IS THE CONCRETE STACK LOCATED AT THE
 BM1053'SE END OF THE UTILITIES COMPANY BUILDING IN THE S END OF TOWN OF
 BM1053'CALVERT.  IT IS ABOUT TWO BLOCKS SW OF RAILROAD DEPOT, 250 FEET
 BM1053'W OF CENTER LINE OF TEXAS HIGHWAY 6.  A WHITE CONCRETE STACK
 BM1053'ABOUT 75 FEET HIGH AND 6 FEET IN DIAMETER.  POINT OBSERVED ON,
 BM1053'THE TOP OF STACK.
 BM1053
 BM1053                          STATION RECOVERY (1994)
 BM1053
 BM1053'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1063 ***********************************************************************
 GK1063  DESIGNATION -  CAMAY RESET
 GK1063  PID         -  GK1063
 GK1063  STATE/COUNTY-  TX/OCHILTREE
 GK1063  USGS QUAD   -  PERRYTON (1973)
 GK1063
 GK1063                         *CURRENT SURVEY CONTROL
 GK1063  ___________________________________________________________________
 GK1063* NAD 83(1993)-  36 26 23.39426(N)    100 48 10.05387(W)     ADJUSTED  
 GK1063* NAVD 88     -       893.     (meters)    2930.     (feet)  SCALED    
 GK1063  ___________________________________________________________________
 GK1063  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 GK1063  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GK1063
 GK1063  HORZ ORDER  -  THIRD
 GK1063
 GK1063.The horizontal coordinates were established by classical geodetic methods
 GK1063.and adjusted by the National Geodetic Survey in February 1996..
 GK1063
 GK1063.The orthometric height was scaled from a topographic map.
 GK1063
 GK1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1063
 GK1063.The geoid height was determined by GEOID03.
 GK1063
 GK1063;                    North         East     Units Scale Factor Converg.
 GK1063;SPC TX N     - 1,270,904.543   262,515.711   MT  1.00006992   +0 24 14.6
 GK1063;SPC TX N     - 4,169,625.99    861,270.30   sFT  1.00006992   +0 24 14.6
 GK1063;SPC OK N     -   163,382.084   348,746.366   MT  0.99995667   -1 39 14.6
 GK1063;SPC OK N     -   536,029.39  1,144,178.70   sFT  0.99995667   -1 39 14.6
 GK1063;UTM  14      - 4,034,244.239   338,417.676   MT  0.99992168   -1 04 15.8
 GK1063
 GK1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1063!SPC TX N     -   0.99986411  x   1.00006992  =   0.99993402
 GK1063!SPC OK N     -   0.99986411  x   0.99995667  =   0.99982079
 GK1063!UTM  14      -   0.99986411  x   0.99992168  =   0.99978580
 GK1063
 GK1063|---------------------------------------------------------------------|
 GK1063| PID    Reference Object                     Distance      Geod. Az  |
 GK1063|                                                           dddmmss.s |
 GK1063| CK9118 CAMAY RM 3                           16.020 METERS 00655     |
 GK1063| CK9117 CAMAY RM 1                           16.832 METERS 00657     |
 GK1063| GK1027 TWICHELL PERRYTON EQUITY ELEV       APPROX. 7.1 KM 0912606.2 |
 GK1063| GK1065 PERRYTON SOUTH MUNICIPAL TANK       APPROX. 5.6 KM 1791122.6 |
 GK1063| GK1061 PERRYTON EQUITY GRAIN ELEV          APPROX. 4.4 KM 1803722.1 |
 GK1063| CK9116 CAMAY AZ MK                                        1823045.7 |
 GK1063| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX. 4.4 KM 1823135.8 |
 GK1063| GK1066 PERRYTON RADIO STA KEYE MAST        APPROX. 5.9 KM 1984225.5 |
 GK1063| CK9119 CAMAY RM 4                           27.426 METERS 27043     |
 GK1063| GK0068 K 136                                27.470 METERS 27045     |
 GK1063| GK0833 TELE PROMPTER TRANS KLF 93 MST      APPROX.20.4 KM 2743540.3 |
 GK1063|---------------------------------------------------------------------|
 GK1063
 GK1063                          SUPERSEDED SURVEY CONTROL
 GK1063
 GK1063  NAD 83(1993)-  36 26 23.39427(N)    100 48 10.05367(W) AD(       ) 3
 GK1063  NAD 83(1986)-  36 26 23.39988(N)    100 48 10.04213(W) AD(       ) 3
 GK1063  NAD 27      -  36 26 23.29100(N)    100 48 08.50200(W) AD(       ) 3
 GK1063
 GK1063.Superseded values are not recommended for survey control.
 GK1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1063.See file dsdata.txt to determine how the superseded data were derived.
 GK1063
 GK1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3841834244(NAD 83)
 GK1063_MARKER: DS = TRIANGULATION STATION DISK
 GK1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1063_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1063
 GK1063  HISTORY     - Date     Condition        Report By
 GK1063  HISTORY     - 1978     MONUMENTED       NGS
 GK1063  HISTORY     - 1979     GOOD             NGS
 GK1063
 GK1063                          STATION DESCRIPTION
 GK1063
 GK1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GK1063'THE STATION SURFACE MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 GK1063'MARK WERE FOUND TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THE
 GK1063'STATION SUB-SURFACE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GK1063'
 GK1063'THE STATION SURFACE MARK, REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 GK1063'
 GK1063'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF PERRYTON, ALONG THE
 GK1063'EAST SIDE OF U. S. HIGHWAY 83.
 GK1063'
 GK1063'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 83 AND
 GK1063'STATE HIGHWAY 15, WHICH IS LOCATED ON THE NORTH EDGE OF PERRYTON.
 GK1063'GO NORTH ON U. S. HIGHWAY 83 FOR 3.1 MILES TO STATION ON THE RIGHT
 GK1063'AND AN OIL FIELD STORAGE TANK ON THE LEFT.
 GK1063'
 GK1063'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST,
 GK1063'THAT IS ABOUT 2-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 GK1063'STAMPED CAMAY 1952 1977.  IT IS 91 FEET NORTH-NORTHWEST OF A HIGH
 GK1063'LINE POLE, 42 FEET EAST OF THE CENTER OF HIGHWAY AND 8 FEET WEST OF
 GK1063'A METAL WITNESS POST.
 GK1063'
 GK1063'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF AN
 GK1063'IRREGULAR MASS OF CONCRETE (TOP OF MARK IS UNEVEN) THAT IS ABOUT
 GK1063'4-INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED CAMAY 1952
 GK1063'NO 3 1978.  IT IS 146 FEET NORTH OF A HIGH LINE POLE, 49 FEET WEST
 GK1063'OF THE CENTER OF HIGHWAY AND 2-FEET WEST OF A METAL WITNESS POST.
 GK1063'
 GK1063'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF AN
 GK1063'IRREGULAR MASS OF CONCRETE, (TOP OF MARK UNEVEN) THAT IS ABOUT
 GK1063'4-INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED CAMAY 1952
 GK1063'NO 4 1978.  IT IS 49 FEET WEST OF THE CENTER OF HIGHWAY, 47 FEET
 GK1063'NORTH OF A HIGH LINE POLE, 34 FEET SOUTH OF A FENCE CORNER, AND 1.6
 GK1063'FEET EAST OF THE FENCE LINE AND METAL WITNESS POST.
 GK1063'
 GK1063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PERRYTON (N)
 GK1063'3-MILES.
 GK1063
 GK1063                          STATION RECOVERY (1979)
 GK1063
 GK1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GK1063'THE STATION MARK AND REFERENCE MARKS NO 3 AND 4 WERE RECOVERED AS
 GK1063'DESCRIBE IN 1977, AND FOUND IN GOOD CONDITION.
 GK1063'
 GK1063'THE 1977 DESCRIPTION OF STATION AND THE TO REACH IS ADEQUATE.
 GK1063'
 GK1063'THE STATION WAS RE-OCCUPIED FOR A CHECK ON INTERSECTION STATION
 GK1063'TELE-PROMPTER TRANSMISSION OF KANSAS KLE 93 MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0723 ***********************************************************************
 BL0723  DESIGNATION -  CAMDEN LOOKOUT
 BL0723  PID         -  BL0723
 BL0723  STATE/COUNTY-  TX/POLK
 BL0723  USGS QUAD   -  CAMDEN (1984)
 BL0723
 BL0723                         *CURRENT SURVEY CONTROL
 BL0723  ___________________________________________________________________
 BL0723* NAD 83(1993)-  30 52 34.89856(N)    094 43 53.64551(W)     ADJUSTED  
 BL0723* NAVD 88     -       135.76   (+/-2cm)     445.4    (feet)  VERTCON   
 BL0723  ___________________________________________________________________
 BL0723  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BL0723  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0723
 BL0723  HORZ ORDER  -  SECOND
 BL0723  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0723
 BL0723.The horizontal coordinates were established by classical geodetic methods
 BL0723.and adjusted by the National Geodetic Survey in February 1996..
 BL0723
 BL0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0723.The vertical order pertains to the NGVD 29 superseded value.
 BL0723
 BL0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0723
 BL0723.The geoid height was determined by GEOID03.
 BL0723
 BL0723;                    North         East     Units Scale Factor Converg.
 BL0723;SPC TX C     - 3,147,583.736 1,235,393.034   MT  0.99988411   +2 53 06.9
 BL0723;SPC TX C     -10,326,697.64  4,053,118.65   sFT  0.99988411   +2 53 06.9
 BL0723;UTM  15      - 3,417,183.606   334,469.094   MT  0.99993800   -0 53 19.8
 BL0723
 BL0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0723!SPC TX C     -   0.99998300  x   0.99988411  =   0.99986712
 BL0723!UTM  15      -   0.99998300  x   0.99993800  =   0.99992101
 BL0723
 BL0723:                Primary Azimuth Mark                     Grid Az
 BL0723:SPC TX C     -  SODA LOOKOUT TOWER 64                    184 21 22.7
 BL0723:UTM  15      -  SODA LOOKOUT TOWER 64                    188 07 49.4
 BL0723
 BL0723|---------------------------------------------------------------------|
 BL0723| PID    Reference Object                     Distance      Geod. Az  |
 BL0723|                                                           dddmmss.s |
 BL0723| BL2144 SODA LOOKOUT TOWER 64               APPROX.19.5 KM 1871429.6 |
 BL0723| BL0722 CAMDEN LOOKOUT RM 1                  28.928 METERS 21307     |
 BL0723| BL0724 CAMDEN LOOKOUT RM 2                   4.264 METERS 31131     |
 BL0723| CV8193 CAMDEN LOOKOUT AZ MK                               3113908.6 |
 BL0723| BL2137 CAMDEN CARTER LUMBER CO STACK       APPROX. 4.3 KM 3514946.4 |
 BL0723|---------------------------------------------------------------------|
 BL0723
 BL0723                          SUPERSEDED SURVEY CONTROL
 BL0723
 BL0723  NAD 83(1986)-  30 52 34.91101(N)    094 43 53.63458(W) AD(       ) 2
 BL0723  NAD 27      -  30 52 34.20600(N)    094 43 52.88500(W) AD(       ) 2
 BL0723  NGVD 29 (??/??/92)  135.764  (m)          445.42   (f) ADJ UNCH    2 0
 BL0723
 BL0723.Superseded values are not recommended for survey control.
 BL0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0723.See file dsdata.txt to determine how the superseded data were derived.
 BL0723
 BL0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3446917184(NAD 83)
 BL0723_MARKER: DS = TRIANGULATION STATION DISK
 BL0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0723_STAMPING: CAMDEN LOOKOUT 1935
 BL0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0723+STABILITY: SURFACE MOTION
 BL0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0723+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2004
 BL0723
 BL0723  HISTORY     - Date     Condition        Report By
 BL0723  HISTORY     - 1935     MONUMENTED       CGS
 BL0723  HISTORY     - 1949     GOOD             CGS
 BL0723  HISTORY     - 1949     GOOD             NGS
 BL0723  HISTORY     - 20040120 GOOD             GEOLS
 BL0723
 BL0723                          STATION DESCRIPTION
 BL0723
 BL0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL0723'STATION IS LOCATED ABOUT 2.5 MILES S OF THE VILLAGE OF CAMDEN,
 BL0723'ON PROMINENT HILL THAT IS THICKLY WOODED.  THE STATION MARK
 BL0723'IS CENTERED UNDER THE BOLT IN THE APEX OF THE ROOF OF THE
 BL0723'LOOKOUT HOUSE.  THE DISTANCES TO THE INSIDE ANCHOR BOLTS IN
 BL0723'THE CONCRETE FOOTINGS ARE AS FOLLOWS--TO THE SE BOLT, 14.34 FEET.
 BL0723'TO THE SW BOLT, 14.00 FEET.  TO THE NW BOLT, 13.58 FEET.
 BL0723'TO THE NE BOLT, 13.72 FEET.  THESE DISTANCES ARE SLOPE.  THE
 BL0723'MARK PROJECTS 3 INCHES.
 BL0723'
 BL0723'SURFACE, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BL0723'IN CONCRETE.
 BL0723'
 BL0723'THE TANK AT THE CAMDEN SAWMILL USED FOR AZIMUTH MARK IS A
 BL0723'WHITE STEEL TANK WITH ROUND BOTTOM AND BALL ATOP CONICAL
 BL0723'ROOF.  THE TANK IS ABOUT 40 FEET HIGH.  IT WAS IMPOSSIBLE TO
 BL0723'ESTABLISH AZIMUTH MARK.
 BL0723'
 BL0723'TO REACH FROM CAMDEN AT THE COMMISSARY.  GO EASTERLY FOR 0.3
 BL0723'MILE, CROSSING TWO RAILROAD TRACKS, TO CROSSROADS.  FOLLOW
 BL0723'MIDDLE ROAD 0.3 MILE TO SCHOOLHOUSE ON RIGHT, THERE TAKE LEFT
 BL0723'FORK AND GO 0.7 MILE TO RAILROAD, CONTINUE 0.1 MILE TO ANOTHER
 BL0723'RAILROAD, CONTINUE STRAIGHT AHEAD 1.65 MILES TO T-ROAD, TAKE
 BL0723'LEFT FORK AND GO 0.25 MILE TO TOWER.
 BL0723'
 BL0723'POSITION OF THIS STATION NOT DETERMINED.
 BL0723
 BL0723                          STATION RECOVERY (1949)
 BL0723
 BL0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL0723'GEOGRAPHIC POSITION WAS NOT DETERMINED IN 1935.
 BL0723'
 BL0723'THE STATION WAS RECOVERED AND IS IN GOOD CONDITION.
 BL0723'
 BL0723'THE LOOKOUT TOWER THAT WAS OVER THE STATION IN 1935 HAS SINCE
 BL0723'BEEN TORN DOWN AND ONLY THE CONCRETE FOOTINGS REMAIN.  TWO
 BL0723'NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 BL0723'
 BL0723'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BL0723'
 BL0723'THE STATION IS LOCATED ON A PROMINENT WOODED HILL ABOUT 2.5
 BL0723'MILES SOUTH OF THE MILL TOWN OF CAMDEN.  IT IS NEAR THE CENTER
 BL0723'OF FOUR CONCRETE FOOTINGS THAT FORMERLY WERE THE FOUNDATIONS
 BL0723'FOR A LOOKOUT TOWER.  IT PROJECTS 5 INCHES AND IS STAMPED
 BL0723'CAMDEN LOOKOUT 1935.
 BL0723'
 BL0723'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL, 27.5
 BL0723'FEET SOUTH OF THE CENTER OF A ROAD, AND 2.5 FEET NORTH OF
 BL0723'A WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED CAMDEN
 BL0723'LOOKOUT NO 1 1949.
 BL0723'
 BL0723'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS REFERENCE MARK
 BL0723'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE FOOTING THAT IS
 BL0723'NORTHWESTERLY OF FOUR.  IT PROJECTS 18 INCHES ABOVE THE GROUND
 BL0723'AND IS STAMPED CAMDEN LOOKOUT NO 2 1949.
 BL0723'
 BL0723'AZIMUTH MARK IS 0.2 MILE NORTH OF A T-ROAD INTERSECTION, 61
 BL0723'FEET SOUTH OF A LOGGING ROAD, 12.5 FEET WEST OF THE CENTER OF
 BL0723'A NORTH-SOUTH ROAD, AND 2.0 FEET NORTH OF A WITNESS POST.
 BL0723'IT PROJECTS 3 INCHES AND IS STAMPED CAMDEN LOOKOUT 1949.
 BL0723'
 BL0723'TO REACH THE STATION FROM THE EXPRESS OFFICE IN CAMDEN, CROSS
 BL0723'RAILROAD TRACKS, TURN LEFT AND GO 0.3 MILE TO A FORKS, TAKE
 BL0723'RIGHT FORK AND GO 0.3 MILE TO A FORKS, JUST SOUTH OF A SCHOOL
 BL0723'HOUSE, TAKE LEFT FORK AND GO 0.1 MILE TO A FORK, TAKE RIGHT
 BL0723'FORK AND GO 0.7 MILE TO A FORK, JUST BEFORE REACHING RAILROAD
 BL0723'TRACKS, TAKE RIGHT FORK, CROSSING RAILROAD TRACKS, AND GO
 BL0723'1.75 MILES TO A T-ROAD LEFT AND A DIM TRACK ROAD RIGHT, TURN
 BL0723'LEFT AND GO 0.25 MILE TO THE SUMMIT OF A HILL AND THE STATION.
 BL0723'
 BL0723'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.25
 BL0723'MILE, TURN RIGHT AND GO NORTH FOR 0.2 MILE TO THE MARK ON
 BL0723'THE LEFT.
 BL0723'
 BL0723'A 74 FOOT SIGNAL AT CORRIGAN IS VISIBLE AT 77 FEET.
 BL0723'
 BL0723'AN 87 FOOT SIGNAL AT MC MANUS IS VISIBLE AT 64 FEET.
 BL0723'
 BL0723'A 110 FOOT SIGNAL AT BARNUM IS VISIBLE AT 64 FEET.
 BL0723'
 BL0723'AN 87 FOOT SIGNAL AT CHESTER IS VISIBLE AT 77 FEET.
 BL0723'
 BL0723'A 100 FOOT SIGNAL AT ENON, MOSCOW, AND WAKEFIELD ARE ALL
 BL0723'VISIBLE AT 77 FEET.
 BL0723'
 BL0723'A 123 FOOT SIGNAL AT KIAM 1935 IS VISIBLE AT 90 FEET.
 BL0723'
 BL0723'A 113 FOOT SIGNAL AT ARMADILLO IS VISIBLE AT 90 FEET.
 BL0723'
 BL0723'A 113 FOOT SIGNAL AT CAB 1935 IS VISIBLE AT 77 FEET.
 BL0723
 BL0723                          STATION RECOVERY (1949)
 BL0723
 BL0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BL0723'6.9 MI S FROM CAMDEN.
 BL0723'2.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0723'EXPRESS CO. OFFICE AT CAMDEN, THENCE 1.7 MILES SOUTH ALONG A DIRT
 BL0723'ROAD, THENCE 1.25 MILES SOUTHWEST ALONG A WOODS ROAD, THENCE 1.0 MILE
 BL0723'NORTHWEST ALONG A WOODS ROAD, THENCE 0.25 MILE EAST TO THE SITE OF THE
 BL0723'OLD CAMDEN LOOKOUT, AT THE SUMMIT OF A HILL, 94.9 FEET NORTHEAST OF
 BL0723'CAMDEN LOOKOUT R.M. 1, 13.9 FEET SOUTHEAST OF CAMDEN LOOKOUT R.M. 2,
 BL0723'42.6 FEET SOUTH OF A TRIANGULAR BLAZED 6 INCH PINE TREE, 13.8 FEET
 BL0723'SOUTHEAST OF THE CENTER OF THE NORTHWEST CONCRETE BASE OF THE OLD
 BL0723'TOWER, 14.3 FEET NORTHEAST OF THE CENTER OF THE SOUTHWEST CONCRETE
 BL0723'BASE, 14.7 FEET NORTHWEST OF THE CENTER OF THE SOUTHEAST CONCRETE
 BL0723'BASE, 14.3 FEET SOUTHWEST OF THE CENTER OF THE NORTHEAST CONCRETE
 BL0723'BASE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BL0723'THE GROUND.
 BL0723
 BL0723                          STATION RECOVERY (2004)
 BL0723
 BL0723'RECOVERY NOTE BY GEOPHYSICAL LAND SERVICES 2004 (RAB)
 BL0723'DESCRIPTION IS ADEQUATE
 BL0723'RM 1 WAS NOT LOCATED
 BL0723'RM 2 IS IN AND GOOD
 BL0723' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0722 ***********************************************************************
 BL0722  DESIGNATION -  CAMDEN LOOKOUT RM 1
 BL0722  PID         -  BL0722
 BL0722  STATE/COUNTY-  TX/POLK
 BL0722  USGS QUAD   -  CAMDEN (1984)
 BL0722
 BL0722                         *CURRENT SURVEY CONTROL
 BL0722  ___________________________________________________________________
 BL0722* NAD 83(1986)-  30 52 32.     (N)    094 43 55.     (W)     SCALED    
 BL0722* NAVD 88     -       134.79   (+/-2cm)     442.2    (feet)  VERTCON   
 BL0722  ___________________________________________________________________
 BL0722  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0722
 BL0722  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0722
 BL0722.The horizontal coordinates were scaled from a topographic map and have
 BL0722.an estimated accuracy of +/- 6 seconds.
 BL0722
 BL0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0722.The vertical order pertains to the NGVD 29 superseded value.
 BL0722
 BL0722.The geoid height was determined by GEOID03.
 BL0722
 BL0722;                    North         East    Units  Estimated Accuracy
 BL0722;SPC TX C     - 3,147,490.    1,235,360.      MT  (+/- 180 meters Scaled)
 BL0722
 BL0722                          SUPERSEDED SURVEY CONTROL
 BL0722
 BL0722  NGVD 29 (??/??/92)  134.797  (m)          442.25   (f) ADJ UNCH    2 0
 BL0722
 BL0722.Superseded values are not recommended for survey control.
 BL0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0722.See file dsdata.txt to determine how the superseded data were derived.
 BL0722
 BL0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ344170(NAD 83)
 BL0722_MARKER: DR = REFERENCE MARK DISK
 BL0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0722_STAMPING: CAMDEN LOOKOUT NO 1 1949
 BL0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0722+STABILITY: SURFACE MOTION
 BL0722
 BL0722  HISTORY     - Date     Condition        Report By
 BL0722  HISTORY     - 1949     MONUMENTED       CGS
 BL0722
 BL0722                          STATION DESCRIPTION
 BL0722
 BL0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0722'6.9 MI S FROM CAMDEN.
 BL0722'2.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0722'EXPRESS CO. OFFICE AT CAMDEN, THENCE 1.7 MILES SOUTH ALONG A DIRT
 BL0722'ROAD, THENCE 1.25 MILES SOUTHWEST ALONG A WOODS ROAD, THENCE 1.0 MILE
 BL0722'NORTHWEST ALONG A WOODS ROAD, THENCE 0.25 MILE EAST TO THE SITE OF THE
 BL0722'OLD CAMDEN LOOKOUT, 94.9 FEET SOUTHWEST OF THE TRIANGULATION STATION,
 BL0722'98.1 FEET SOUTHWEST OF CAMDEN LOOKOUT R.M. 2, 9.3 FEET EAST OF A
 BL0722'TRIANGULAR BLAZED 4 INCH PINE TREE, 28.0 FEET SOUTH OF THE CENTER LINE
 BL0722'OF THE ROAD, AT THE SUMMIT OF A HILL, SET IN THE TOP OF A CONCRETE
 BL0722'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, 3.0 FEET NORTH OF A
 BL0722'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0724 ***********************************************************************
 BL0724  DESIGNATION -  CAMDEN LOOKOUT RM 2
 BL0724  PID         -  BL0724
 BL0724  STATE/COUNTY-  TX/POLK
 BL0724  USGS QUAD   -  CAMDEN (1984)
 BL0724
 BL0724                         *CURRENT SURVEY CONTROL
 BL0724  ___________________________________________________________________
 BL0724* NAD 83(1986)-  30 52 40.     (N)    094 43 50.     (W)     SCALED    
 BL0724* NAVD 88     -       136.12   (+/-2cm)     446.6    (feet)  VERTCON   
 BL0724  ___________________________________________________________________
 BL0724  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0724
 BL0724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0724
 BL0724.The horizontal coordinates were scaled from a topographic map and have
 BL0724.an estimated accuracy of +/- 6 seconds.
 BL0724
 BL0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0724.The vertical order pertains to the NGVD 29 superseded value.
 BL0724
 BL0724.The geoid height was determined by GEOID03.
 BL0724
 BL0724;                    North         East    Units  Estimated Accuracy
 BL0724;SPC TX C     - 3,147,750.    1,235,480.      MT  (+/- 180 meters Scaled)
 BL0724
 BL0724                          SUPERSEDED SURVEY CONTROL
 BL0724
 BL0724  NGVD 29 (??/??/92)  136.124  (m)          446.60   (f) ADJ UNCH    2 0
 BL0724
 BL0724.Superseded values are not recommended for survey control.
 BL0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0724.See file dsdata.txt to determine how the superseded data were derived.
 BL0724
 BL0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ345173(NAD 83)
 BL0724_MARKER: DR = REFERENCE MARK DISK
 BL0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0724_SP_SET: CONCRETE BASE
 BL0724_STAMPING: CAMDEN LOOKOUT NO 2 1949
 BL0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0724
 BL0724  HISTORY     - Date     Condition        Report By
 BL0724  HISTORY     - 1949     MONUMENTED       CGS
 BL0724
 BL0724                          STATION DESCRIPTION
 BL0724
 BL0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0724'6.9 MI S FROM CAMDEN.
 BL0724'2.7 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE AMERICAN RAILWAY
 BL0724'EXPRESS CO. OFFICE AT CAMDEN, THENCE 1.7 MILES SOUTH ALONG A DIRT
 BL0724'ROAD, THENCE 1.25 MILES SOUTHWEST ALONG A WOODS ROAD, THENCE 1.0 MILE
 BL0724'NORTHWEST ALONG A WOODS ROAD, THENCE 0.25 MILE EAST TO THE SITE OF THE
 BL0724'OLD CAMDEN LOOKOUT TOWER, AT THE SUMMIT OF A HILL, SET IN THE
 BL0724'SOUTHWEST CORNER OF THE NORTHWEST CONCRETE BASE OF THE OLD TOWER, 98.1
 BL0724'FEET NORTHEAST OF CAMDEN LOOKOUT R.M. 1, 13.95 FEET NORTHWEST OF THE
 BL0724'TRIANGULATION STATION, 36.1 FEET SOUTH OF A TRIANGULAR BLAZED 6 INCH
 BL0724'PINE TREE, ABOUT 1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0303 ***********************************************************************
 BM0303  DESIGNATION -  CAMERON
 BM0303  PID         -  BM0303
 BM0303  STATE/COUNTY-  TX/MILAM
 BM0303  USGS QUAD   -  CAMERON (1989)
 BM0303
 BM0303                         *CURRENT SURVEY CONTROL
 BM0303  ___________________________________________________________________
 BM0303* NAD 83(1986)-  30 51 07.     (N)    096 58 36.     (W)     SCALED    
 BM0303* NAVD 88     -       122.99   (+/-2cm)     403.5    (feet)  VERTCON   
 BM0303  ___________________________________________________________________
 BM0303  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0303
 BM0303  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0303
 BM0303.The horizontal coordinates were scaled from a topographic map and have
 BM0303.an estimated accuracy of +/- 6 seconds.
 BM0303
 BM0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0303.The vertical order pertains to the NGVD 29 superseded value.
 BM0303
 BM0303.The geoid height was determined by GEOID03.
 BM0303
 BM0303;                    North         East    Units  Estimated Accuracy
 BM0303;SPC TX C     - 3,136,240.    1,020,990.      MT  (+/- 180 meters Scaled)
 BM0303
 BM0303                          SUPERSEDED SURVEY CONTROL
 BM0303
 BM0303  NGVD 29 (??/??/92)  122.932  (m)          403.32   (f) ADJ UNCH    2 0
 BM0303
 BM0303.Superseded values are not recommended for survey control.
 BM0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0303.See file dsdata.txt to determine how the superseded data were derived.
 BM0303
 BM0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV934149(NAD 83)
 BM0303_MARKER: DB = BENCH MARK DISK
 BM0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0303_SP_SET: PORCH
 BM0303_STAMPING: CAMERON 1934
 BM0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0303
 BM0303  HISTORY     - Date     Condition        Report By
 BM0303  HISTORY     - 1934     MONUMENTED       CGS
 BM0303  HISTORY     - 19910402 GOOD             USPSQD
 BM0303  HISTORY     - 19991111 GOOD             USPSQD
 BM0303
 BM0303                          STATION DESCRIPTION
 BM0303
 BM0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0303'IN CAMERON.
 BM0303'AT CAMERON, MILAN COUNTY, AT THE POST OFFICE, IN THE TOP OF THE
 BM0303'NORTHWEST CORNER OF THE CONCRETE PORCH, 2 FEET SOUTH OF THE MAIN WALL,
 BM0303'AND ABOUT 2-1/2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED CAMERON
 BM0303'1934.
 BM0303
 BM0303                          STATION RECOVERY (1991)
 BM0303
 BM0303'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0303'RECOVERED IN GOOD CONDITION.
 BM0303
 BM0303                          STATION RECOVERY (1999)
 BM0303
 BM0303'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1527 ***********************************************************************
 AB1527  DESIGNATION -  CAMERON
 AB1527  PID         -  AB1527
 AB1527  STATE/COUNTY-  TX/CAMERON
 AB1527  USGS QUAD   -  LA COMA (1983)
 AB1527
 AB1527                         *CURRENT SURVEY CONTROL
 AB1527  ___________________________________________________________________
 AB1527* NAD 83(1993)-  26 09 21.53969(N)    097 17 43.86787(W)     ADJUSTED  
 AB1527* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AB1527  ___________________________________________________________________
 AB1527  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AB1527  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AB1527
 AB1527  HORZ ORDER  -  SECOND
 AB1527
 AB1527.The horizontal coordinates were established by classical geodetic methods
 AB1527.and adjusted by the National Geodetic Survey in February 1996..
 AB1527
 AB1527.The orthometric height was scaled from a topographic map.
 AB1527
 AB1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1527
 AB1527.The geoid height was determined by GEOID03.
 AB1527
 AB1527;                    North         East     Units Scale Factor Converg.
 AB1527;SPC TX S     - 5,054,788.623   420,428.698   MT  1.00000271   +0 32 48.6
 AB1527;SPC TX S     -16,583,919.01  1,379,356.49   sFT  1.00000271   +0 32 48.6
 AB1527;UTM  14      - 2,894,075.498   670,370.066   MT  0.99995839   +0 45 05.6
 AB1527
 AB1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1527!SPC TX S     -   1.00000217  x   1.00000271  =   1.00000488
 AB1527!UTM  14      -   1.00000217  x   0.99995839  =   0.99996056
 AB1527
 AB1527:                Primary Azimuth Mark                     Grid Az
 AB1527:SPC TX S     -  FRONTON 1867                             133 35 23.7
 AB1527:UTM  14      -  FRONTON 1867                             133 23 06.7
 AB1527
 AB1527|---------------------------------------------------------------------|
 AB1527| PID    Reference Object                     Distance      Geod. Az  |
 AB1527|                                                           dddmmss.s |
 AB1527| AB1490 FRONTON 1867                        APPROX.12.3 KM 1340812.3 |
 AB1527| AB1512 POINT ISABEL LIGHT HOUSE            APPROX.12.4 KM 1343217.3 |
 AB1527| CV3005 CAMERON RM                           26.125 METERS 27917     |
 AB1527|---------------------------------------------------------------------|
 AB1527
 AB1527                          SUPERSEDED SURVEY CONTROL
 AB1527
 AB1527  NAD 83(1986)-  26 09 21.55351(N)    097 17 43.82312(W) AD(       ) 2
 AB1527  NAD 27      -  26 09 20.28200(N)    097 17 42.90200(W) AD(       ) 2
 AB1527
 AB1527.Superseded values are not recommended for survey control.
 AB1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1527.See file dsdata.txt to determine how the superseded data were derived.
 AB1527
 AB1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7037094075(NAD 83)
 AB1527_MARKER: K = CLAY TILE PIPE
 AB1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1527_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1527
 AB1527  HISTORY     - Date     Condition        Report By
 AB1527  HISTORY     - 1867     MONUMENTED       CGS
 AB1527  HISTORY     - 1931     MARK NOT FOUND   USE
 AB1527  HISTORY     - 1938     MARK NOT FOUND   CGS
 AB1527
 AB1527                          STATION DESCRIPTION
 AB1527
 AB1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1867 (CHB)
 AB1527'ON THE SECOND POINT OF ANY PROMINENCE PROJECTING INTO THE
 AB1527'LAGUNA MADRE ABOVE POINT ISABEL.  JUST S OF THE STATION I A
 AB1527'BAY WITH A HIGH ISLAND AT ITS ENTRANCE.  THE HILL ON WHICH
 AB1527'THE STATION STANDS IS ABOUT 25 FEET HIGH.  THE LIGHTHOUSE
 AB1527'AT POINT ISABEL BEARS S 54 DEG W, AND THE NEXT POINT UP
 AB1527'THE LAGUNA MADRE BEARS N 10 DEG W.  THE STATION WAS RE-MARKED
 AB1527'IN 1905 AS FOLLOWS--THE SUB-SURFACE MARK WAS A BEER BOTTLE
 AB1527'INCASED IN A CYLINDER OF CONCRETE.  OVER THE SUB-SURFACE
 AB1527'MARK WAS PLACED A LAYER OF SAND AND EARTH 6 INCHES THICK
 AB1527'AND ON THIS WAS SET THE SURFACE MARK, CONSISTING OF A PIECE
 AB1527'OF TERRA-COTTA SEWER PIPE 6 INCHES IN DIAMETER AND 26
 AB1527'INCHES LONG, FILLED WITH CONCRETE AND INCASED IN A CYLINDER
 AB1527'OF CONCRETE.  IN THE CENTER OF THE TOP OF THE PIPE WAS
 AB1527'EMBEDDED A BEER BOTTLE.  THE TOP OF THE CYLINDER OF
 AB1527'CONCRETE BEARS THE LETTERS U.S.C. AND G.S. 1905, AROUND
 AB1527'THE TOP.  THE REFERENCE MARK WAS AS FOLLOWS--A HOLE WAS DUG 12
 AB1527'INCHES IN DIAMETER AND 24 INCHES DEEP, AND IN IT WAS SET
 AB1527'A PIECE OF SEWER PIPE 6 INCHES IN DIAMETER AND 26 INCHES
 AB1527'LONG.  THE PIPE AND THE HOLE AROUND THE PIPE WERE THEN
 AB1527'FILLED WITH CONCRETE.  THE REFERENCE MARK IS 26.145
 AB1527'METERS (85.78 FEET) N 62 DEG W FROM THE STATION.  IN 1913,
 AB1527'THE BANK HAD ERODED IN THE VICINITY OF THE STATION, ONE
 AB1527'GULLEY EXTENDING TO WITHIN 2 FEET OF THE STATION.  A POST,
 AB1527'4 INCHES SQUARE AND 40 INCHES LONG, WAS MADE OF TWO
 AB1527'STAKES, 2 BY 4 INCHES IN CROSS SECTION, AND PLACED ON
 AB1527'RANGE WITH THE REFERENCE MARK AND THE STATION MARK AND 10
 AB1527'METERS (33 FEET) BEYOND THE REFERENCE MARK.  IT IS
 AB1527'EXPOSED 8 INCHES.  FOUR NAILS WERE DRIVEN IN THE TOP AND BOTTOM
 AB1527'OF IT.  ANOTHER POST 2 BY 4 INCHES AND 40 INCHES LONG IS
 AB1527'ON RANGE AND 20 METERS (66 FEET) BEYOND THE REFERENCE MARK.
 AB1527'IT HAS ONE NAIL IN THE TOP AND ONE IN THE BOTTOM.  A TRENCH
 AB1527'6 INCHES IN DIAMETER WAS DUG AROUND EAST POST AND THE DIRT
 AB1527'HEAPED ABOUT IT.  THE STATION IS IN A BANK KNOWN LOCALLY
 AB1527'AS MORANCO BLANCO.
 AB1527
 AB1527                          STATION RECOVERY (1931)
 AB1527
 AB1527'RECOVERY NOTE BY US ENGINEERS 1931
 AB1527'THE STATION HAS BEEN DESTROYED AS A RESULT OF THE EROSION
 AB1527'OF THE BANK.  THE SURFACE MARK WAS FOUND BELOW THE PRESENT
 AB1527'BANK AND PROBABLY SEVERAL FEET FROM ITS ORIGINAL POSITION.
 AB1527'
 AB1527'A CYLINDRICAL HOLE IN THE GROUND WAS FOUND WHERE THE REFERENCE
 AB1527'MARK SHOULD HAVE BEEN.  PIECES OF BROKEN CONCRETE FOUND
 AB1527'NEAR THE HOLE INDICATED THAT THE REFERENCE MARK HAD BEEN
 AB1527'DESTROYED.
 AB1527
 AB1527                          STATION RECOVERY (1938)
 AB1527
 AB1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1527'NO EFFORT WAS MADE TO FIND THIS STATION BY THIS PARTY.  IT
 AB1527'WAS REPORTED DESTROYED BY THE U.S.E.D. IN 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1063 ***********************************************************************
 BM1063  DESIGNATION -  CAMERON MAG
 BM1063  PID         -  BM1063
 BM1063  STATE/COUNTY-  TX/MILAM
 BM1063  USGS QUAD   -  CAMERON (1989)
 BM1063
 BM1063                         *CURRENT SURVEY CONTROL
 BM1063  ___________________________________________________________________
 BM1063* NAD 83(1993)-  30 51 10.87780(N)    096 58 23.59633(W)     ADJUSTED  
 BM1063* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 BM1063  ___________________________________________________________________
 BM1063  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BM1063  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM1063
 BM1063  HORZ ORDER  -  FIRST
 BM1063
 BM1063.The horizontal coordinates were established by classical geodetic methods
 BM1063.and adjusted by the National Geodetic Survey in February 1996..
 BM1063
 BM1063.The orthometric height was scaled from a topographic map.
 BM1063
 BM1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1063
 BM1063.The geoid height was determined by GEOID03.
 BM1063
 BM1063;                    North         East     Units Scale Factor Converg.
 BM1063;SPC TX C     - 3,136,366.336 1,021,310.367   MT  0.99988508   +1 43 50.4
 BM1063;SPC TX C     -10,289,895.22  3,350,749.10   sFT  0.99988508   +1 43 50.4
 BM1063;UTM  14      - 3,415,071.589   693,804.019   MT  1.00006334   +1 02 23.0
 BM1063
 BM1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1063!SPC TX C     -   0.99998477  x   0.99988508  =   0.99986985
 BM1063!UTM  14      -   0.99998477  x   1.00006334  =   1.00004811
 BM1063
 BM1063|---------------------------------------------------------------------|
 BM1063| PID    Reference Object                     Distance      Geod. Az  |
 BM1063|                                                           dddmmss.s |
 BM1063| CV8195 CAMERON MAG RM 2                     21.211 METERS 03144     |
 BM1063| BM1065 JUDKINS                             APPROX.16.2 KM 0345924.2 |
 BM1063| BM1047 HOUSTON WACO AIRWAY BEACON 15       APPROX.42.7 KM 0845401.8 |
 BM1063| CV8194 CAMERON MAG RM 1                     18.691 METERS 29540     |
 BM1063|---------------------------------------------------------------------|
 BM1063
 BM1063                          SUPERSEDED SURVEY CONTROL
 BM1063
 BM1063  NAD 83(1986)-  30 51 10.88730(N)    096 58 23.57775(W) AD(       ) 1
 BM1063  NAD 27      -  30 51 10.20800(N)    096 58 22.62600(W) AD(       ) 1
 BM1063
 BM1063.Superseded values are not recommended for survey control.
 BM1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1063.See file dsdata.txt to determine how the superseded data were derived.
 BM1063
 BM1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV9380415072(NAD 83)
 BM1063_MARKER: DD = SURVEY DISK
 BM1063_SETTING: 0 = UNSPECIFIED SETTING
 BM1063
 BM1063  HISTORY     - Date     Condition        Report By
 BM1063  HISTORY     - 1943     MONUMENTED       CGS
 BM1063  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM1063
 BM1063                          STATION DESCRIPTION
 BM1063
 BM1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1063'STATION IS LOCATED IN THE CITY PARK IN THE CENTRAL PART OF THE
 BM1063'CITY.  MARK IS ABOUT 15 PACES N OF A SMALL WADING POOL, 69 PACES S
 BM1063'OF THE NE CORNER OF THE PARK, 15 FEET SOUTHERLY FROM A CHAIN SWING,
 BM1063'AND 20 FEET N OF THE DITCH BY THE SIDE OF THE PARK.  MARK IS A
 BM1063'BRONZE DISK SET IN THE OLD STONE POST MARKING THE MAGNETIC
 BM1063'STATION.  MARK IS STAMPED CAMERON MAG 1943 AND PROJECTS ABOUT 1
 BM1063'INCH.
 BM1063'
 BM1063'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BM1063'
 BM1063'REFERENCE MARK NO. 1 IS 4 FEET E OF A SMALL CEDAR, 15 FEET N
 BM1063'OF THE FOOT PATH THROUGH THE PARK, AND 11 PACES E OF A SMALL
 BM1063'CHILDS MERRY-GO-ROUND.  MARK IS STAMPED CAMERON MAG NO. 1 1943
 BM1063'AND IS SET FLUSH WITH THE GROUND.
 BM1063'
 BM1063'REFERENCE MARK NO. 2 IS 1 FOOT N OF THE S EDGE OF THE PARK AND
 BM1063'10 FEET S OF THE WESTERLY END OF A SWING.  MARK IS STAMPED
 BM1063'CAMERON MAG NO. 2 1943 AND IS SET FLUSH WITH THE GROUND.
 BM1063'
 BM1063'AS THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK, NONE WAS SET.
 BM1063'
 BM1063'THE CITY PARK IS 1 BLOCK E OF T-69 AND 4 BLOCKS S OF COURTHOUSE
 BM1063'AND JAIL.
 BM1063'
 BM1063'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BM1063
 BM1063                          STATION RECOVERY (1999)
 BM1063
 BM1063'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1168 ***********************************************************************
 DN1168  DESIGNATION -  CAMEY
 DN1168  PID         -  DN1168
 DN1168  STATE/COUNTY-  TX/COLLIN
 DN1168  USGS QUAD   -  HEBRON (1981)
 DN1168
 DN1168                         *CURRENT SURVEY CONTROL
 DN1168  ___________________________________________________________________
 DN1168* NAD 83(1993)-  33 05 22.25350(N)    096 48 20.79086(W)     ADJUSTED  
 DN1168* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 DN1168  ___________________________________________________________________
 DN1168  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 DN1168  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DN1168
 DN1168  HORZ ORDER  -  SECOND
 DN1168
 DN1168.The horizontal coordinates were established by classical geodetic methods
 DN1168.and adjusted by the National Geodetic Survey in February 1996..
 DN1168
 DN1168.The orthometric height was scaled from a topographic map.
 DN1168
 DN1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1168
 DN1168.The geoid height was determined by GEOID03.
 DN1168
 DN1168;                    North         East     Units Scale Factor Converg.
 DN1168;SPC TXNC     - 2,159,054.540   758,143.706   MT  0.99987284   +0 55 26.5
 DN1168;SPC TXNC     - 7,083,498.10  2,487,343.14   sFT  0.99987284   +0 55 26.5
 DN1168;UTM  14      - 3,663,352.124   704,788.477   MT  1.00011711   +1 11 54.1
 DN1168
 DN1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1168!SPC TXNC     -   0.99997036  x   0.99987284  =   0.99984321
 DN1168!UTM  14      -   0.99997036  x   1.00011711  =   1.00008747
 DN1168
 DN1168:                Primary Azimuth Mark                     Grid Az
 DN1168:SPC TXNC     -  CAMEY AZ MK                              001 41 08.0
 DN1168:UTM  14      -  CAMEY AZ MK                              001 24 40.4
 DN1168
 DN1168|---------------------------------------------------------------------|
 DN1168| PID    Reference Object                     Distance      Geod. Az  |
 DN1168|                                                           dddmmss.s |
 DN1168| CX9106 CAMEY AZ MK                                        0023634.5 |
 DN1168| CX9107 CAMEY RM 1                           23.573 METERS 22743     |
 DN1168| DN1163 FRISCO MUNICIPAL TANK               APPROX. 6.8 KM 3470308.0 |
 DN1168| CX9108 CAMEY RM 2                           24.823 METERS 35145     |
 DN1168|---------------------------------------------------------------------|
 DN1168
 DN1168                          SUPERSEDED SURVEY CONTROL
 DN1168
 DN1168  NAD 83(1993)-  33 05 22.25488(N)    096 48 20.78471(W) AD(       ) 2
 DN1168  NAD 83(1986)-  33 05 22.25963(N)    096 48 20.77625(W) AD(       ) 2
 DN1168  NAD 27      -  33 05 21.83200(N)    096 48 19.77400(W) AD(       ) 2
 DN1168
 DN1168.Superseded values are not recommended for survey control.
 DN1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1168.See file dsdata.txt to determine how the superseded data were derived.
 DN1168
 DN1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0478863352(NAD 83)
 DN1168_MARKER: DS = TRIANGULATION STATION DISK
 DN1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1168
 DN1168  HISTORY     - Date     Condition        Report By
 DN1168  HISTORY     - 1949     MONUMENTED       CGS
 DN1168  HISTORY     - 1955     SEE DESCRIPTION  TXHD
 DN1168  HISTORY     - 1958     SEE DESCRIPTION  USGS
 DN1168  HISTORY     - 1960     GOOD             USGS
 DN1168  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN1168
 DN1168                          STATION DESCRIPTION
 DN1168
 DN1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CL)
 DN1168'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH SOUTHEAST OF FRISCO
 DN1168'AND 2-1/2 MILES EAST OF CAMEY AT A JOG IN STATE HIGHWAY 289.
 DN1168'STATION IS 76 FEET WEST OF THE CENTERLINE OF HIGHWAY AT CENTER OF
 DN1168'CURVE, 57 FEET NORTH NORTHWEST OF TELEPHONE POLE AND GATE
 DN1168'POST, 31 FEET NORTH OF SMALL ELM TREE AND 14 FEET EAST OF WITNESS
 DN1168'POST AND FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 DN1168'DISK IS STAMPED CAMEY 1949.
 DN1168'
 DN1168'REFERENCE MARK NO. 1 IS 45 FEET WEST OF TELEPHONE POLE AND GATE
 DN1168'POST AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS ABOUT 2
 DN1168'INCHES AND THE DISK IS STAMPED CAMEY NO 1 1949.
 DN1168'
 DN1168'REFERENCE MARK NO. 2 IS 55 FEET WEST OF THE CENTERLINE OF HIGHWAY
 DN1168'AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 DN1168'AND THE DISK IS STAMPED CAMEY NO 2 1949.
 DN1168'
 DN1168'AZIMUTH MARK IS 30 FEET EAST OF CENTERLINE OF HIGHWAY, 5 FEET SOUTH
 DN1168'SOUTHWEST OF WITNESS POST AND 1.5 FEET WEST OF FENCE.  THE
 DN1168'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CAMEY
 DN1168'1949.
 DN1168'
 DN1168'TO REACH FROM THE POST OFFICE IN FRISCO GO EAST ON STATE
 DN1168'HIGHWAY 24 FOR 1.1 MILES TO JUNCTION WITH STATE HIGHWAY 289.
 DN1168'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 289 FOR 3.9 MILES TO
 DN1168'AZIMUTH MARK ON LEFT OR EAST SIDE OF HIGHWAY AS DESCRIBED.
 DN1168'CONTINUE SOUTH FOR 0.25 MILE TO POINT WHERE HIGHWAY JOGS EAST
 DN1168'AND TO STATION ON RIGHT OR WEST SIDE OF HIGHWAY AS DESCRIBED.
 DN1168'
 DN1168'AN 87 FOOT SIGNAL AT STATION GUMBO IS VISIBLE FROM THE GROUND.
 DN1168'
 DN1168'A 4 FOOT SIGNAL AT STATION GIN IS VISIBLE FROM THE GROUND.
 DN1168'
 DN1168'A 74 FOOT SIGNAL AT STATION HEBRON 1947 IS VISIBLE AT 15 FEET.
 DN1168'
 DN1168'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DN1168
 DN1168                          STATION RECOVERY (1955)
 DN1168
 DN1168'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1168'STATION NOT RECOVERED.  R.M. 1 IS STILL IN PLACE IN FENCE
 DN1168'LINE.  STATION IS COVERED BY 2 FT TO 3 FT DIRT DUE TO NEW
 DN1168'LOCATION OF SH 28. R.M. 2 WAS DUG UP DURING CONSTRUCTION
 DN1168'AND IS ON WEST SIDE OF RD.
 DN1168
 DN1168                          STATION RECOVERY (1958)
 DN1168
 DN1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1168'STATION REPORTED UNDER HIGHWAY BY TEXAS HIGHWAY DEPARTMENT
 DN1168'1955.
 DN1168'
 DN1168'REFERENCE MARK 2 DESTROYED.
 DN1168'
 DN1168'REFERENCE MARK 1 SEARCHED FOR BUT NOT FOUND.
 DN1168
 DN1168                          STATION RECOVERY (1960)
 DN1168
 DN1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DN1168'STATION MARK FOUND 1/2 MILE NORTH ON BANK OF DRAIN.
 DN1168'
 DN1168'REFERENCE MARK 2 FOUND LYING ON GROUND AT STATION SITE.
 DN1168'
 DN1168'REFERENCE MARK 1 FOUND AS DESCRIBED.
 DN1168'
 DN1168'AZIMUTH MARK NOT SEARCHED FOR.
 DN1168
 DN1168                          STATION RECOVERY (1994)
 DN1168
 DN1168'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1142 ***********************************************************************
 BL1142  DESIGNATION -  CAMILLA
 BL1142  PID         -  BL1142
 BL1142  STATE/COUNTY-  TX/SAN JACINTO
 BL1142  USGS QUAD   -  CAMILLA (1997)
 BL1142
 BL1142                         *CURRENT SURVEY CONTROL
 BL1142  ___________________________________________________________________
 BL1142* NAD 83(1993)-  30 36 20.83265(N)    095 03 09.13526(W)     ADJUSTED  
 BL1142* NAVD 88     -        98.06   (+/-2cm)     321.7    (feet)  VERTCON   
 BL1142  ___________________________________________________________________
 BL1142  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BL1142  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL1142
 BL1142  HORZ ORDER  -  FIRST
 BL1142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1142
 BL1142.The horizontal coordinates were established by classical geodetic methods
 BL1142.and adjusted by the National Geodetic Survey in February 1996..
 BL1142
 BL1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1142.The vertical order pertains to the NGVD 29 superseded value.
 BL1142
 BL1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1142
 BL1142.The geoid height was determined by GEOID03.
 BL1142
 BL1142;                    North         East     Units Scale Factor Converg.
 BL1142;SPC TX C     - 3,116,122.987 1,206,163.212   MT  0.99990543   +2 43 11.7
 BL1142;SPC TX C     -10,223,480.17  3,957,220.47   sFT  0.99990543   +2 43 11.7
 BL1142;UTM  15      - 3,387,709.446   303,230.472   MT  1.00007765   -1 02 43.2
 BL1142
 BL1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1142!SPC TX C     -   0.99998891  x   0.99990543  =   0.99989434
 BL1142!UTM  15      -   0.99998891  x   1.00007765  =   1.00006656
 BL1142
 BL1142:                Primary Azimuth Mark                     Grid Az
 BL1142:SPC TX C     -  LIVINGSTON WESTERLY MUN TANK             040 55 44.6
 BL1142:UTM  15      -  LIVINGSTON WESTERLY MUN TANK             044 41 39.5
 BL1142
 BL1142|---------------------------------------------------------------------|
 BL1142| PID    Reference Object                     Distance      Geod. Az  |
 BL1142|                                                           dddmmss.s |
 BL1142| BL2150 LIVINGSTON WESTERLY MUN TANK        APPROX.16.4 KM 0433856.3 |
 BL1142| BL2149 LIVINGSTON EASTERLY MUN TANK        APPROX.16.4 KM 0433958.1 |
 BL1142| BL2147 GOODRICH UNITED GAS CO TANK         APPROX.11.0 KM 0885133.7 |
 BL1142| BL1146 CAMILLA AZ MK                                      2314752.3 |
 BL1142| BL2171 COLDSPRING PIPE AM MW TWR 302A      APPROX. 6.6 KM 2332509.6 |
 BL1142| BL2170 COLDSPRING TV STA KTRE MAST         APPROX. 6.5 KM 2341910.4 |
 BL1142| BL1115 SPRING                              APPROX. 8.7 KM 2694448.3 |
 BL1142| BL1144 CAMILLA RM 1                         27.666 METERS 27634     |
 BL1142| BL1145 CAMILLA RM 2                         26.694 METERS 33110     |
 BL1142| BL1143 CAMILLA RM A                         25.809 METERS 34430     |
 BL1142|---------------------------------------------------------------------|
 BL1142
 BL1142                          SUPERSEDED SURVEY CONTROL
 BL1142
 BL1142  NAD 83(1986)-  30 36 20.84436(N)    095 03 09.12146(W) AD(       ) 1
 BL1142  NAD 27      -  30 36 20.12600(N)    095 03 08.34900(W) AD(       ) 1
 BL1142  NGVD 29 (??/??/92)   98.071  (m)          321.75   (f) ADJ UNCH    2 0
 BL1142
 BL1142.Superseded values are not recommended for survey control.
 BL1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1142.See file dsdata.txt to determine how the superseded data were derived.
 BL1142
 BL1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0323087709(NAD 83)
 BL1142_MARKER: DS = TRIANGULATION STATION DISK
 BL1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1142_STAMPING: CAMILLA 1935
 BL1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1142
 BL1142  HISTORY     - Date     Condition        Report By
 BL1142  HISTORY     - 1935     MONUMENTED       CGS
 BL1142  HISTORY     - 1958     GOOD             CGS
 BL1142  HISTORY     - 1966     GOOD             CGS
 BL1142  HISTORY     - 1966     GOOD             NGS
 BL1142
 BL1142                          STATION DESCRIPTION
 BL1142
 BL1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1142'STATION IS ABOUT 10 MILES SW OF LIVINGSTON, ABOUT 5 MILES ENE OF
 BL1142'COLD SPRINGS, ABOUT 1/2 MILE NE OF CAMILLA, ON FARM OWNED
 BL1142'BY MRS. HATTIE LOVE WHO LIVES IN COLD SPRINGS, ON A PROMINENT
 BL1142'RIDGE, IN HER BARNYARD, 97 FEET SE OF NE CORNER OF THE HOUSE,
 BL1142'96 FEET ESE OF SE CORNER OF THE HOUSE, 192 FEET SW OF THE LONE
 BL1142'TRIANGULAR-BLAZED 3-FOOT OAK TREE THAT STANDS ON N SIDE OF
 BL1142'BARNYARD, 67 FEET WNW OF NW CORNER OF THE BARN, 15 FEET NNW
 BL1142'OF NW CORNER POST OF THE BARN LOT FENCE.  THE MARK IS FLUSH
 BL1142'WITH THE SURFACE.
 BL1142'
 BL1142'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL1142'BRONZE DISKS SET IN CONCRETE.
 BL1142'
 BL1142'AZIMUTH MARK IS SW OF STATION, 32 FEET E OF CENTER LINE OF
 BL1142'THE N-S GRADED DIRT ROAD, 18 FEET E OF THE GUTTER, 5 FEET S
 BL1142'OF A 16-INCH PINE TREE (THE MOST SOUTHERLY OF A GROUP OF SEVEN).
 BL1142'IT PROJECTS 5 INCHES.
 BL1142'
 BL1142'REFERENCE MARK NO. 1 IS W OF STATION, AT SE CORNER OF THE YARD
 BL1142'FENCE, 1 FOOT E OF THE CORNER POST, 33 FEET SSE OF SE CORNER
 BL1142'OF THE HOUSE.  IT PROJECTS 7 INCHES.
 BL1142'
 BL1142'REFERENCE MARK NO. 2 IS NNW OF STATION, AT NE CORNER OF THE
 BL1142'YARD FENCE, 1 FOOT E OF THE CORNER POST, 23 FEET NE OF NE CORNER
 BL1142'OF HOUSE, 81.49 FEET NNE OF REFERENCE MARK NO. 1.  IT PROJECTS
 BL1142'7 INCHES.
 BL1142'
 BL1142'TO REACH FROM COLD SPRINGS, GO SE ON STATE HIGHWAY 150, 1.9
 BL1142'MILES TO A MACADAM T-ROAD LEADING NE AT A SIGN CAMILLA 4 MILES.
 BL1142'THENCE NE ON MACADAM ROAD 3.8 MILES TO THE CAMILLA POST OFFICE.
 BL1142'THENCE TAKE LEFT FORK, AND FOLLOW GRADED DIRT ROAD NE AND N
 BL1142'0.55 MILE TO LANE LEADING E TO MRS. LOVES HOUSE.  THENCE E ON
 BL1142'LANE 0.1 MILE TO THE HOUSE AND STATION.
 BL1142'
 BL1142'A 100-FOOT SIGNAL AT TIGERVILLE COMES INTO VIEW AT 35 FEET,
 BL1142'A 100-FOOT SIGNAL AT PIPE IS VISIBLE FROM THE GROUND, AN 87-FOOT
 BL1142'SIGNAL AT U.S.G.S. P T 9M IS VISIBLE FROM THE GROUND, A 126-FOOT
 BL1142'SIGNAL AT ACE COMES INTO VIEW AT 35 FEET, A 100-FOOT SIGNAL AT
 BL1142'USED PBM 1336 COMES INTO VIEW AT 30 FEET, AND A 100-FOOT
 BL1142'SIGNAL AT SHEPHERD COMES INTO VIEW AT 25 FEET.
 BL1142'
 BL1142'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 BL1142
 BL1142                          STATION RECOVERY (1958)
 BL1142
 BL1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WHS)
 BL1142'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 BL1142'CONDITION AS DESCRIBED.  COULD NOT LOCATE REFERENCE MARKS
 BL1142'NO. 2 AND NO. 3.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 BL1142'ARE CORRECT.
 BL1142
 BL1142                          STATION RECOVERY (1966)
 BL1142
 BL1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL1142'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 BL1142'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 BL1142'REFERENCE MARK 1 WAS FOUND LEANING SLIGHTLY AND A DIFFERENCE OF 0.21
 BL1142'FOOT WAS NOTED AND CHECKED IN THE MEASUREMENT TO REFERENCE MARK 1.
 BL1142'DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 BL1142'
 BL1142'STATION IS ABOUT 10 MILES SOUTHWEST OF LIVINGSTON.  6 MILES WEST OF
 BL1142'GOODRICH AND 4-1/2 MILES EAST F COLDSPRING AND ON PROPERTY OWNED BY
 BL1142'MR. AND MRS. JESSIE FOSTER.
 BL1142'
 BL1142'TO REACH FROM THE COURTHOUSE IN COLDSPRING GO SOUTHEASTERLY ON STATE
 BL1142'HIGHWAY 150 FOR 1.95 MILES TO THE JUNCTION OF FARM ROAD 222 ON THE
 BL1142'LEFT.  TURN LEFT AND GO NORTHEASTERLY ON FARM ROAD 222 FOR 3.8
 BL1142'MILES TO A SIDE ROAD LEFT AND WHERE FARM ROAD 222 MAKES A SHARP
 BL1142'TURN TO THE RIGHT.  TURN LEFT AND GO NORTHEAST ON GRADED ROAD FOR
 BL1142'0.15 MILE TO A FORK.  TAKE LEFT FORK AND GO NORTH FOR 0.15 MILE TO
 BL1142'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE AHEAD ON
 BL1142'GRADED ROAD FOR 0.25 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO
 BL1142'SOUTHEAST FOR 0.05 MILE TO A GATE AND A DRIVEWAY ON THE LEFT.  TURN
 BL1142'LEFT, PASSING THROUGH GATE, AND GO NORTHEAST UPHILL FOR 0.05 TO TOP
 BL1142'OF HILL AND STATION AS DESCRIBED.
 BL1142'
 BL1142'STATION MARK IS A STANDARD DISK STAMPED CAMILLA 1935, SET IN THE
 BL1142'TOP OF A 12-INCH SQUARE CONCRETE POST AND IS FLUSH WITH THE GROUND
 BL1142'SURFACE.  IT IS 96 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 BL1142'AN OLD HOUSE, 91 FEET EAST OF A 12-INCH GUM TREE AND 86.1 FEET
 BL1142'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BL1142'
 BL1142'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAMILLA NO 1 1935, SET
 BL1142'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST AND PROJECTS 6 INCHES
 BL1142'ABOVE THE GROUND SURFACE.  IT IS 33 FEET SOUTHWEST OF THE SOUTHWEST
 BL1142'CORNER OF AN OLD HOUSE AND 6 FEET SOUTH OF A 12-INCH GUM TREE.
 BL1142'
 BL1142'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAMILLA NO 2 1935, SET
 BL1142'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST AND PROJECTS 5 INCHES
 BL1142'ABOVE THE GROUND SURFACE.  IT IS 43 FEET SOUTHEAST OF A FENCE.  23
 BL1142'FEET EAST OF THE SOUTHEAST CORNER OF AN OLD HOUSE AND 1.9 FEET
 BL1142'NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BL1142'
 BL1142'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CAMILLA 1935
 BL1142'AZIMUTH, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST AND
 BL1142'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 89 FEET NORTH OF
 BL1142'A POWERLINE POLE, 33 FEET EAST OF CENTER OF THE ROAD AND 1.8 FEET
 BL1142'EAST A METAL WITNESS POST WITH SIGN ATTACHED.  AZIMUTH MARK WILL
 BL1142'NOT SEE THE STATION DUE TO GROWTH OF TIMBER.
 BL1142'
 BL1142'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES EAST
 BL1142'OF COLDSPRING.
 BL1142'
 BL1142'HEIGHT OF LIGHT ABOVE STATION MARK 88 FEET.
 BL1142
 BL1142                          STATION RECOVERY (1966)
 BL1142
 BL1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL1142'6.35 MI E FROM COLDSPRING.
 BL1142'1.9 MILES SOUTH ALONG STATE HIGHWAY 150 FROM COURTHOUSE IN COLDSRPING,
 BL1142'THENCE 3.8 MILES NORTHEASTERLY ALONG FARM ROAD 222, THENCE 0.55 MILES
 BL1142'NORTH ALONG A DIRT ROAD TO A SIDE ROAD RIGHT, THENCE 0.05 MILE
 BL1142'SOUTHEAST TO A GATE ON THE LEFT, THENCE 0.05 MILE NORTHEAST TO A FARM
 BL1142'HOUSE, 96 FEET SOUTH-SOUTHEAST OF CORNER OF HOUSE, 91 FEET EAST OF A
 BL1142'12-INCH GUM TREE, 86.1 FEET SOUTH-SOUTHEAST OF A WITNESS POST AND IS
 BL1142'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1146 ***********************************************************************
 BL1146  DESIGNATION -  CAMILLA AZ MK
 BL1146  PID         -  BL1146
 BL1146  STATE/COUNTY-  TX/SAN JACINTO
 BL1146  USGS QUAD   -  CAMILLA (1997)
 BL1146
 BL1146                         *CURRENT SURVEY CONTROL
 BL1146  ___________________________________________________________________
 BL1146* NAD 83(1986)-  30 36 11.     (N)    095 03 16.     (W)     SCALED    
 BL1146* NAVD 88     -        88.74   (+/-2cm)     291.1    (feet)  VERTCON   
 BL1146  ___________________________________________________________________
 BL1146  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL1146
 BL1146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1146
 BL1146.The horizontal coordinates were scaled from a topographic map and have
 BL1146.an estimated accuracy of +/- 6 seconds.
 BL1146
 BL1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1146.The vertical order pertains to the NGVD 29 superseded value.
 BL1146
 BL1146.The geoid height was determined by GEOID03.
 BL1146
 BL1146;                    North         East    Units  Estimated Accuracy
 BL1146;SPC TX C     - 3,115,810.    1,206,000.      MT  (+/- 180 meters Scaled)
 BL1146
 BL1146                          SUPERSEDED SURVEY CONTROL
 BL1146
 BL1146  NGVD 29 (??/??/92)   88.754  (m)          291.19   (f) ADJ UNCH    2 0
 BL1146
 BL1146.Superseded values are not recommended for survey control.
 BL1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1146.See file dsdata.txt to determine how the superseded data were derived.
 BL1146
 BL1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP030874(NAD 83)
 BL1146_MARKER: DZ = AZIMUTH MARK DISK
 BL1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1146_STAMPING: CAMILLA 1935 AZIMUTH
 BL1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1146+STABILITY: SURFACE MOTION
 BL1146
 BL1146  HISTORY     - Date     Condition        Report By
 BL1146  HISTORY     - 1935     MONUMENTED       CGS
 BL1146  HISTORY     - 1966     GOOD             NGS
 BL1146
 BL1146                          STATION DESCRIPTION
 BL1146
 BL1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BL1146'4.5 MI E FROM COLDSPRING.
 BL1146'1.9 MILES SOUTH ALONG STATE HIGHWAY 150 FROM COURTHOUSE IN COLDSPRING,
 BL1146'THENCE 3.8 MILES NORTHEASTERLY ALONG FARM ROAD 222, THENCE 0.3 NORTH
 BL1146'ALONG A DIRT ROAD, 89 FEET NORTH OF A POWERLINE POLE, 33 FEET EAST OF
 BL1146'CENTER OF THE ROAD, 1.8 FEET EAST OF A WITNESS POST AND PROJECTS 5
 BL1146'INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1144 ***********************************************************************
 BL1144  DESIGNATION -  CAMILLA RM 1
 BL1144  PID         -  BL1144
 BL1144  STATE/COUNTY-  TX/SAN JACINTO
 BL1144  USGS QUAD   -  CAMILLA (1997)
 BL1144
 BL1144                         *CURRENT SURVEY CONTROL
 BL1144  ___________________________________________________________________
 BL1144* NAD 83(1986)-  30 36 21.     (N)    095 03 04.     (W)     SCALED    
 BL1144* NAVD 88     -        98.39   (+/-2cm)     322.8    (feet)  VERTCON   
 BL1144  ___________________________________________________________________
 BL1144  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1144
 BL1144  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1144
 BL1144.The horizontal coordinates were scaled from a topographic map and have
 BL1144.an estimated accuracy of +/- 6 seconds.
 BL1144
 BL1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1144.The vertical order pertains to the NGVD 29 superseded value.
 BL1144
 BL1144.The geoid height was determined by GEOID03.
 BL1144
 BL1144;                    North         East    Units  Estimated Accuracy
 BL1144;SPC TX C     - 3,116,140.    1,206,300.      MT  (+/- 180 meters Scaled)
 BL1144
 BL1144                          SUPERSEDED SURVEY CONTROL
 BL1144
 BL1144  NGVD 29 (??/??/92)   98.404  (m)          322.85   (f) ADJ UNCH    2 0
 BL1144
 BL1144.Superseded values are not recommended for survey control.
 BL1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1144.See file dsdata.txt to determine how the superseded data were derived.
 BL1144
 BL1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP033877(NAD 83)
 BL1144_MARKER: DR = REFERENCE MARK DISK
 BL1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1144_STAMPING: CAMILLA NO 1 1935
 BL1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1144+STABILITY: SURFACE MOTION
 BL1144
 BL1144  HISTORY     - Date     Condition        Report By
 BL1144  HISTORY     - 1935     MONUMENTED       CGS
 BL1144  HISTORY     - 1966     GOOD             NGS
 BL1144
 BL1144                          STATION DESCRIPTION
 BL1144
 BL1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BL1144'4.5 MI E FROM COLDSPRING.
 BL1144'1.9 MILES SOUTH ALONG STATE HIGHWAY 150 FROM COURTHOUSE IN COLDSPRING,
 BL1144'THENCE 3.8 MILES NORTHEASTERLY ALONG FARM ROAD 222, THENCE 0.55 MILES
 BL1144'NORTH ALONG A DIRT ROAD TO A SIDE ROAD RIGHT, THENCE 0.05 MILE
 BL1144'SOUTHEAST TO A GATE ON THE LEFT, THENCE 0.05 MILE NORTHEAST TO A FARM
 BL1144'HOUSE, 90.7 FEET WEST OF TRIANGULATION STATION CAMILLA, 33 FEET
 BL1144'SOUTHWEST OF CORNER OF HOUSE, 6 FEET SOUTH OF A 12-INCH GUM TREE, SET
 BL1144'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND PROJECTS 6 INCHES
 BL1144'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1145 ***********************************************************************
 BL1145  DESIGNATION -  CAMILLA RM 2
 BL1145  PID         -  BL1145
 BL1145  STATE/COUNTY-  TX/SAN JACINTO
 BL1145  USGS QUAD   -  CAMILLA (1997)
 BL1145
 BL1145                         *CURRENT SURVEY CONTROL
 BL1145  ___________________________________________________________________
 BL1145* NAD 83(1986)-  30 36 22.     (N)    095 03 03.     (W)     SCALED    
 BL1145* NAVD 88     -        98.43   (+/-2cm)     322.9    (feet)  VERTCON   
 BL1145  ___________________________________________________________________
 BL1145  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1145
 BL1145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1145
 BL1145.The horizontal coordinates were scaled from a topographic map and have
 BL1145.an estimated accuracy of +/- 6 seconds.
 BL1145
 BL1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1145.The vertical order pertains to the NGVD 29 superseded value.
 BL1145
 BL1145.The geoid height was determined by GEOID03.
 BL1145
 BL1145;                    North         East    Units  Estimated Accuracy
 BL1145;SPC TX C     - 3,116,170.    1,206,330.      MT  (+/- 180 meters Scaled)
 BL1145
 BL1145                          SUPERSEDED SURVEY CONTROL
 BL1145
 BL1145  NGVD 29 (??/??/92)   98.439  (m)          322.96   (f) ADJ UNCH    2 0
 BL1145
 BL1145.Superseded values are not recommended for survey control.
 BL1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1145.See file dsdata.txt to determine how the superseded data were derived.
 BL1145
 BL1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP033877(NAD 83)
 BL1145_MARKER: DR = REFERENCE MARK DISK
 BL1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1145_STAMPING: CAMILLA NO 2 1935
 BL1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1145+STABILITY: SURFACE MOTION
 BL1145
 BL1145  HISTORY     - Date     Condition        Report By
 BL1145  HISTORY     - 1935     MONUMENTED       CGS
 BL1145  HISTORY     - 1966     GOOD             NGS
 BL1145
 BL1145                          STATION DESCRIPTION
 BL1145
 BL1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BL1145'4.5 MI E FROM COLDSPRING.
 BL1145'1.9 MILES SOUTH ALONG STATE HIGHWAY 150 FROM COURTHOUSE IN COLDSPRING,
 BL1145'THENCE 3.8 MILES NORTHEASTERLY ALONG FARM ROAD 222, THENCE 0.55 MILES
 BL1145'NORTH ALONG A DIRT ROAD TO A SIDE ROAD RIGHT, THENCE 0.05 MILE
 BL1145'SOUTHEAST TO A GATE ON THE LEFT, THENCE 0.05 MILE NORTHEAST TO A FARM
 BL1145'HOUSE, 87.6 FEET NORTH-NORTHWEST OF TRIANGULATION STATION CAMILLA, 43
 BL1145'FEET SOUTHEAST OF A FENCE, 23 FEET EAST OF CORNER OF HOUSE, 1.9 FEET
 BL1145'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE
 BL1145'CONCRETE MONUMENT AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1143 ***********************************************************************
 BL1143  DESIGNATION -  CAMILLA RM A
 BL1143  PID         -  BL1143
 BL1143  STATE/COUNTY-  TX/SAN JACINTO
 BL1143  USGS QUAD   -  CAMILLA (1997)
 BL1143
 BL1143                         *CURRENT SURVEY CONTROL
 BL1143  ___________________________________________________________________
 BL1143* NAD 83(1993)-  30 36 21.64024(N)    095 03 09.39426(W)     ADJUSTED  
 BL1143* NAVD 88     -        98.10   (+/-2cm)     321.8    (feet)  VERTCON   
 BL1143  ___________________________________________________________________
 BL1143  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BL1143  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL1143
 BL1143  HORZ ORDER  -  FIRST
 BL1143  VERT ORDER  -  THIRD (See Below)
 BL1143
 BL1143.The horizontal coordinates were established by classical geodetic methods
 BL1143.and adjusted by the National Geodetic Survey in February 1996..
 BL1143
 BL1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1143.The vertical order pertains to the NGVD 29 superseded value.
 BL1143
 BL1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1143
 BL1143.The geoid height was determined by GEOID03.
 BL1143
 BL1143;                    North         East     Units Scale Factor Converg.
 BL1143;SPC TX C     - 3,116,147.499 1,206,155.141   MT  0.99990540   +2 43 11.6
 BL1143;SPC TX C     -10,223,560.59  3,957,193.99   sFT  0.99990540   +2 43 11.6
 BL1143;UTM  15      - 3,387,734.440   303,224.027   MT  1.00007769   -1 02 43.4
 BL1143
 BL1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1143!SPC TX C     -   0.99998890  x   0.99990540  =   0.99989430
 BL1143!UTM  15      -   0.99998890  x   1.00007769  =   1.00006659
 BL1143
 BL1143|---------------------------------------------------------------------|
 BL1143| PID    Reference Object                     Distance      Geod. Az  |
 BL1143|                                                           dddmmss.s |
 BL1143| BL1142 CAMILLA                              25.809 METERS 16430     |
 BL1143| BL2171 COLDSPRING PIPE AM MW TWR 302A      APPROX. 6.6 KM 2331236.9 |
 BL1143| BL2170 COLDSPRING TV STA KTRE MAST         APPROX. 6.5 KM 2340618.1 |
 BL1143| BL1115 SPRING                              APPROX. 8.7 KM 2693458.8 |
 BL1143|---------------------------------------------------------------------|
 BL1143
 BL1143                          SUPERSEDED SURVEY CONTROL
 BL1143
 BL1143  NAD 83(1986)-  30 36 21.65220(N)    095 03 09.38055(W) AD(       ) 1
 BL1143  NAD 27      -  30 36 20.93364(N)    095 03 08.60801(W) AD(       ) 1
 BL1143  NGVD 29 (01/29/03)   98.11   (m)          321.9    (f) RESET       3  
 BL1143
 BL1143.Superseded values are not recommended for survey control.
 BL1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1143.See file dsdata.txt to determine how the superseded data were derived.
 BL1143
 BL1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0322487734(NAD 83)
 BL1143_MARKER: DR = REFERENCE MARK DISK
 BL1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1143_STAMPING: CAMILLA RM A 1966
 BL1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1143+STABILITY: SURFACE MOTION
 BL1143
 BL1143  HISTORY     - Date     Condition        Report By
 BL1143  HISTORY     - 1966     MONUMENTED       CGS
 BL1143  HISTORY     - 1966     GOOD             CGS
 BL1143
 BL1143                          STATION DESCRIPTION
 BL1143
 BL1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL1143'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF LIVINGSTON, 5
 BL1143'MILES EAST-NORTHEAST OF COLDSPRING AND 1/2 MILE NORTHEAST OF
 BL1143'CAMILLA, ON PROPERTY OWNED BY MR. JESSIE FOSTER.
 BL1143'
 BL1143'THE STATION MARK IS A STANDARD DISK STAMPED CAMILLA RM A 1966,
 BL1143'SET IN TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER AND
 BL1143'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 43 FEET EAST OF
 BL1143'THE SOUTHEAST CORNER OF A HOUSE AND 21 FEET EAST OF A METAL
 BL1143'WITNESS POST.
 BL1143'
 BL1143'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CAMILLA
 BL1143'1935, DISTANCE BEING 84.675 FEET OR 25.8089 METERS SOUTH.
 BL1143'
 BL1143'NOTE--FOR A ROUTE TO REACH THE STATION, SEE DESCRIPTION FOR
 BL1143'STATION CAMILLA 1935.
 BL1143
 BL1143                          STATION RECOVERY (1966)
 BL1143
 BL1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BL1143'6.35 MI E FROM COLDSPRING.
 BL1143'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE IN
 BL1143'COLDSPRING, THENCE 3.8 MILES NORTHEAST ALONG FARM ROAD 222, THENCE
 BL1143'0.55 MILES NORTH ALONG A DIRT ROAD TO A SIDE ROAD RIGHT, THENCE 0.05
 BL1143'MILE SOUTHEAST TO A GATE ON THE LEFT, THENCE 0.05 MILE NORTHEAST TO A
 BL1143'FARM HOUSE, 43 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE, 21 FEET
 BL1143'EAST OF A METAL WITNESS POST, 84.675 FEET NORTH OF CAMILLA AND SET IN
 BL1143'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0029 ***********************************************************************
 BL0029  DESIGNATION -  CAMP
 BL0029  PID         -  BL0029
 BL0029  STATE/COUNTY-  TX/TYLER
 BL0029  USGS QUAD   -  WOODVILLE (1984)
 BL0029
 BL0029                         *CURRENT SURVEY CONTROL
 BL0029  ___________________________________________________________________
 BL0029* NAD 83(1993)-  30 46 05.61676(N)    094 26 34.62525(W)     ADJUSTED  
 BL0029* NAVD 88     -       116.44   (+/-2cm)     382.0    (feet)  VERTCON   
 BL0029  ___________________________________________________________________
 BL0029  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BL0029  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL0029
 BL0029  HORZ ORDER  -  FIRST
 BL0029  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0029
 BL0029.The horizontal coordinates were established by classical geodetic methods
 BL0029.and adjusted by the National Geodetic Survey in February 1996..
 BL0029
 BL0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0029.The vertical order pertains to the NGVD 29 superseded value.
 BL0029
 BL0029.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0029
 BL0029.The geoid height was determined by GEOID03.
 BL0029
 BL0029;                    North         East     Units Scale Factor Converg.
 BL0029;SPC TX C     - 3,137,038.321 1,263,587.083   MT  0.99988998   +3 02 02.0
 BL0029;SPC TX C     -10,292,099.89  4,145,618.62   sFT  0.99988998   +3 02 02.0
 BL0029;UTM  15      - 3,404,805.777   361,908.054   MT  0.99983524   -0 44 17.8
 BL0029
 BL0029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0029!SPC TX C     -   0.99998607  x   0.99988998  =   0.99987605
 BL0029!UTM  15      -   0.99998607  x   0.99983524  =   0.99982131
 BL0029
 BL0029:                Primary Azimuth Mark                     Grid Az
 BL0029:SPC TX C     -  CAMP AZ MK                               052 46 54.7
 BL0029:UTM  15      -  CAMP AZ MK                               056 33 14.5
 BL0029
 BL0029|---------------------------------------------------------------------|
 BL0029| PID    Reference Object                     Distance      Geod. Az  |
 BL0029|                                                           dddmmss.s |
 BL0029| BL0028 CAMP AZ MK                                         0554856.7 |
 BL0029| BL2053 WOODVILLE MUNICIPAL TANK            APPROX. 2.7 KM 0704921.9 |
 BL0029| BL0031 CAMP RM 2                            38.911 METERS 28039     |
 BL0029| BL0030 CAMP RM 1                            33.318 METERS 33800     |
 BL0029|---------------------------------------------------------------------|
 BL0029
 BL0029                          SUPERSEDED SURVEY CONTROL
 BL0029
 BL0029  NAD 83(1986)-  30 46 05.63048(N)    094 26 34.61572(W) AD(       ) 1
 BL0029  NAD 27      -  30 46 04.90700(N)    094 26 33.89900(W) AD(       ) 1
 BL0029  NGVD 29 (??/??/92)  116.440  (m)          382.02   (f) ADJ UNCH    2 0
 BL0029
 BL0029.Superseded values are not recommended for survey control.
 BL0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0029.See file dsdata.txt to determine how the superseded data were derived.
 BL0029
 BL0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6190804806(NAD 83)
 BL0029_MARKER: DS = TRIANGULATION STATION DISK
 BL0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0029_STAMPING: CAMP 1935
 BL0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0029+STABILITY: SURFACE MOTION
 BL0029
 BL0029  HISTORY     - Date     Condition        Report By
 BL0029  HISTORY     - 1935     MONUMENTED       CGS
 BL0029  HISTORY     - 1944     GOOD             BGCO
 BL0029  HISTORY     - 1949     GOOD             CGS
 BL0029  HISTORY     - 1949     GOOD             NGS
 BL0029
 BL0029                          STATION DESCRIPTION
 BL0029
 BL0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL0029'THIS STATION IS ABOUT 1-3/4 MILES W OF WOODVILLE AND 31 MILES
 BL0029'E OF LIVINGSTON.  IN WOODLAND, THE OWNERSHIP OF WHICH IS
 BL0029'UNKNOWN.  THE STATION MARK IS ABOUT 100 YARDS ESE AND ON
 BL0029'OPPOSITE SIDE OF ROAD FROM WHITE FARMHOUSE.  65 FEET SE OF
 BL0029'CENTER LINE OF STATE HIGHWAY 45.  42.7 FEET SSE OF 10-INCH
 BL0029'PINE TREE WITH TRIANGLE-BLAZE.  42.8 FEET S OF 24-INCH OAK
 BL0029'TREE.  THE MARK PROJECTS 4 INCHES.
 BL0029'
 BL0029'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL0029'BRONZE DISKS SET IN CONCRETE.
 BL0029'
 BL0029'REFERENCE MARK NO. 1 IS NW AND ACROSS ROAD FROM STATION.  36
 BL0029'FEET NW OF CENTER LINE OF ROAD.  60 FEET SE OF SE CORNER OF
 BL0029'PICKET FENCE.  THE MARK PROJECTS 5 INCHES.
 BL0029'
 BL0029'REFERENCE MARK NO. 2 IS W AND ACROSS ROAD FROM STATION.  36
 BL0029'FEET NW OF CENTER LINE OF ROAD.  58 FEET SSE OF SE FENCE
 BL0029'CORNER OF YARD FENCE.  THE MARK PROJECTS 6 INCHES.
 BL0029'
 BL0029'THE AZIMUTH MARK IS NE OF THE STATION.  27 FEET S OF CENTER
 BL0029'LINE OF STATE HIGHWAY 45.  AT TOP OF GRADE.  ABOUT 40 YARDS
 BL0029'W OF FARMHOUSE.  15 FEET E OF SIGN TYLER COUNTY DRUG CO.
 BL0029'1 FOOT S OF FENCE LINE.  THE MARK PROJECTS 5 INCHES.
 BL0029'
 BL0029'AN 80-FOOT TOWER IS NECESSARY AT THE STATION TO SEE THE
 BL0029'AZIMUTH MARK.
 BL0029'
 BL0029'TO REACH THE STATION FROM WOODVILLE GO W FROM THE COURTHOUSE
 BL0029'ON STATE HIGHWAY 45, 1.75 MILES TO WHITE HOUSE ON RIGHT AND
 BL0029'STATION ON LEFT, NEAR BLAZED PINE TREE.
 BL0029'
 BL0029'A 113-FOOT SIGNAL AT HORSE IS VISIBLE AT 73 FEET, A 113-FOOT
 BL0029'SIGNAL AT WOODVILLE 1931 IS VISIBLE AT 62 FEET, A 113-FOOT
 BL0029'SIGNAL AT HILLISTER 1931 IS VISIBLE AT 76 FEET, A 126-FOOT
 BL0029'SIGNAL AT MOYE IS VISIBLE AT 73 FEET, AND A 126-FOOT SIGNAL
 BL0029'AT KIAM IS VISIBLE AT 73 FEET.
 BL0029
 BL0029                          STATION RECOVERY (1944)
 BL0029
 BL0029'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1944 (CSS)
 BL0029'STATION RECOVERED.
 BL0029
 BL0029                          STATION RECOVERY (1949)
 BL0029
 BL0029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL0029'THE STATION, REFERENCE MARKS NOS 1 AND 2
 BL0029'AND AZIMUTH MARK, RECOVERED AND FOUND IN
 BL0029'GOOD CONDITION.  DISTANCE TO THE REFERENCE MARKS CHECKED.
 BL0029'HIGHWAY NO 45 IS NOW U.S. HIGHWAY 190.  FOLLOWING IS A COMPLETE
 BL0029'AND NEW DESCRIPTION.
 BL0029'
 BL0029'THE STATION IS LOCATED ABOUT 1.3 MILE WEST OF WOODVILLE ON
 BL0029'THE SOUTH SIDE OF OLD STATE ROUTE 45.  IT IS 65 FEET SOUTH
 BL0029'OF THE CENTER OF THE OLD HIGHWAY, 45 FEET SOUTH-SOUTHEAST
 BL0029'OF EAST END OF GATE INTO WOODED AREA AND 40 FEET SOUTH OF
 BL0029'EAST-WEST FENCE LINE.  IT IS STAMPED CAMP 1935 AND PROJECTS
 BL0029'5 INCHES.
 BL0029'
 BL0029'REFERENCE MARK NO 1 IS NORTHWEST OF THE STATION, 45 FEET
 BL0029'NORTH OF THE CENTER OF THE OLD HIGHWAY, 4 FEET EAST OF WITNESS
 BL0029'POST AND 2 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 BL0029'CAMP NO 1 1935 AND PROJECTS 4 INCHES.
 BL0029'
 BL0029'REFERENCE MARK NO 2 IS WEST OF THE STATION, 36 FEET NORTH
 BL0029'OF THE CENTER OF OLD HIGHWAY, 10 FEET WEST OF DRIVEWAY TO
 BL0029'FARM HOUSE AND 17 FEET SOUTHWEST OF FENCE CORNER.  IT IS
 BL0029'STAMPED CAMP NO 2 1935 AND PROJECTS 6 INCHES.
 BL0029'
 BL0029'THE AZIMUTH MARK IS ABOUT 0.55 MILE NORTHEAST OF THE STATION,
 BL0029'27 FEET SOUTH OF THE CENTER OF OLD HIGHWAY, 0.15 MILE SOUTHWEST
 BL0029'OF U.S. HIGHWAY 190, 45 FEET WEST OF DRIVEWAY INTO FARM YARD
 BL0029'AND 15 FEET NORTHWEST OF FENCE LINE.  IT IS STAMPED CAMP
 BL0029'1935 AND PROJECTS 2 INCHES.
 BL0029'
 BL0029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69,
 BL0029'287 AND 190 AT THE TRAFFIC LIGHT IN WOODVILLE, GO WEST ON
 BL0029'U.S. HIGHWAY 190 FOR 1.05 MILES TO SIDE ROAD LEFT, BEAR LEFT
 BL0029'AND CONTINUE SOUTHWEST FOR 0.15 MILE TO TOP OF HILL AND AZIMUTH
 BL0029'MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTHWEST ON DIRT
 BL0029'ROAD FOR 0.55 MILE TO GATE IN FENCE LINE ON THE LEFT AND
 BL0029'STATION JUST SOUTH AND SOUTH OF FENCE LINE AS DESCRIBED.
 BL0029'
 BL0029'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 BL0029'
 BL0029'A 113-FOOT SIGNAL AT STATION KIAM 1935 IS VISIBLE AT 77 FEET
 BL0029'
 BL0029'AN 87 FOOT SIGNAL AT STATION DIES IS VISIBLE AT 77 FEET
 BL0029'
 BL0029'A 100 FOOT SIGNAL AT STATION ENON IS VISIBLE AT 64 FEET
 BL0029'
 BL0029'A 74 FOOT SIGNAL AT STATION CIMA IS VISIBLE AT 64 FEET
 BL0029'
 BL0029'AN 87 FOOT SIGNAL AT STATION DOUCETTE IS VISIBLE AT 64 FEET
 BL0029'
 BL0029'A 100 FOOT SIGNAL AT STATION GREGORY 1931 IS VISIBLE AT 64
 BL0029'FEET
 BL0029'
 BL0029'A 113 FOOT SIGNAL AT STATION WOODVILLE 1931 IS VISIBLE AT 50
 BL0029'FEET
 BL0029
 BL0029                          STATION RECOVERY (1949)
 BL0029
 BL0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BL0029'1.75 MI SW FROM WOODVILLE.
 BL0029'1.0 MILE WEST ALONG U. S. HIGHWAY NO. 190 FROM THE COURT HOUSE AT
 BL0029'WOODVILLE, THENCE 0.75 MILE SOUTHWEST ALONG OLD STATE HIGHWAY NO. 45.
 BL0029'AT THE SUMMIT OF A HILL, ABOUT 110.0 FEET SOUTH OF A GATE WITH A SIGN
 BL0029'HICKORY HILL ON IT, 65.0 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD
 BL0029'HIGHWAY, 52.0 FEET EAST OF THE CENTER LINE OF A GATE ON THE SOUTHEAST
 BL0029'SIDE OF THE ROAD, 42.5 FEET SOUTHEAST OF A FENCE, ON ABOUT THE CENTER
 BL0029'LINE OF A WOODS ROAD LEADING EAST INTO THE WOODS, 127.7 FEET EAST OF
 BL0029'REFERENCE MARK NO. 2, 109.5 FEET SOUTH-SOUTHEAST OF REFERENCE MARK NO.
 BL0029'1, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BL0029'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2040 ***********************************************************************
 AY2040  DESIGNATION -  CAMP
 AY2040  PID         -  AY2040
 AY2040  STATE/COUNTY-  TX/ZAVALA
 AY2040  USGS QUAD   -  BATESVILLE HILL (1971)
 AY2040
 AY2040                         *CURRENT SURVEY CONTROL
 AY2040  ___________________________________________________________________
 AY2040* NAD 83(1993)-  29 01 48.31158(N)    099 43 01.47498(W)     ADJUSTED  
 AY2040* NAVD 88     -       291.6    (meters)     957.     (feet)  VERTCON   
 AY2040  ___________________________________________________________________
 AY2040  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AY2040  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AY2040
 AY2040  HORZ ORDER  -  FIRST
 AY2040
 AY2040.The horizontal coordinates were established by classical geodetic methods
 AY2040.and adjusted by the National Geodetic Survey in February 1996..
 AY2040
 AY2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2040
 AY2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2040
 AY2040.The geoid height was determined by GEOID03.
 AY2040
 AY2040;                    North         East     Units Scale Factor Converg.
 AY2040;SPC TXSC     - 4,132,846.633   530,158.111   MT  0.99987730   -0 21 04.7
 AY2040;SPC TXSC     -13,559,181.00  1,739,360.40   sFT  0.99987730   -0 21 04.7
 AY2040;UTM  14      - 3,211,530.994   430,176.072   MT  0.99966016   -0 20 52.8
 AY2040
 AY2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2040!SPC TXSC     -   0.99995783  x   0.99987730  =   0.99983513
 AY2040!UTM  14      -   0.99995783  x   0.99966016  =   0.99961800
 AY2040
 AY2040:                Primary Azimuth Mark                     Grid Az
 AY2040:SPC TXSC     -  CAMP AZ MK                               057 15 13.4
 AY2040:UTM  14      -  CAMP AZ MK                               057 15 01.5
 AY2040
 AY2040|---------------------------------------------------------------------|
 AY2040| PID    Reference Object                     Distance      Geod. Az  |
 AY2040|                                                           dddmmss.s |
 AY2040| CV4440 CAMP AZ MK                                         0565408.7 |
 AY2040| CV4441 CAMP RM 1                            10.595 METERS 13043     |
 AY2040| AO0746 BATESVILLE TANK                     APPROX.12.7 KM 1311707.7 |
 AY2040| AO0752 BATESVILLE RAD MAST                 APPROX.11.5 KM 1362250.4 |
 AY2040| AY2041 SA 22 USGS 1972                       8.378 METERS 21652     |
 AY2040| AO0782 LA PRYOR MUN TANK                   APPROX.16.0 KM 2331341.4 |
 AY2040|---------------------------------------------------------------------|
 AY2040
 AY2040                          SUPERSEDED SURVEY CONTROL
 AY2040
 AY2040  NAD 83(1986)-  29 01 48.30958(N)    099 43 01.45445(W) AD(       ) 1
 AY2040  NAD 27      -  29 01 47.42716(N)    099 43 00.25617(W) AD(       ) 1
 AY2040  NGVD 29 (07/19/86)  291.5    (m)          956.     (f) VERT ANG       
 AY2040
 AY2040.Superseded values are not recommended for survey control.
 AY2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2040.See file dsdata.txt to determine how the superseded data were derived.
 AY2040
 AY2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3017611531(NAD 83)
 AY2040_MARKER: DS = TRIANGULATION STATION DISK
 AY2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2040_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY2040
 AY2040  HISTORY     - Date     Condition        Report By
 AY2040  HISTORY     - 1972     MONUMENTED       NGS
 AY2040  HISTORY     - 1981     GOOD             LOCSUR
 AY2040  HISTORY     - 20010517 MARK NOT FOUND   USPSQD
 AY2040
 AY2040                          STATION DESCRIPTION
 AY2040
 AY2040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2040'THE STATION IS ABOUT 6-1/2 MILES NORTH AND 7 MILES EAST OF LA PRYOR,
 AY2040'6 MILES NORTH AND 6-1/2 WESTOF BATESVILLE, 1-1/2 MILES SOUTHWEST OF
 AY2040'FARM ROAD 117, ON A ROCKY, BRUSH COVERED HILL AND ON PROPERTY OWNED
 AY2040'BY BYRD REAL ESTATE, 900 RIVER OAKS BANK AND TRUST, HOUSTON, TEXAS,
 AY2040'PHONE 713-521-0202.
 AY2040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 57 AND
 AY2040'FARM ROAD 117 IN BATESVILLE, GO NORTHWEST ON FARM ROAD 117 FOR
 AY2040'4.5 MILES TO A STOCK FEEDER LOT ON THE LEFT.  CONTINUE NORTHWEST ON
 AY2040'FARM ROAD 117 FOR 1.15 MILES TO A SIDEROAD AND A GATE ON THE
 AY2040'LEFT.  TURN LEFT PASSING THROUGH GATE AND GO WEST ON THE CENTER
 AY2040'ONE OF THREE ROADS FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 AY2040'CONTINUE WEST ON GRADED ROAD FOR 0.5 MILE TO A CROSSROAD AND A GATE
 AY2040'STRAIGHT AHEAD.  TURN RIGHT AND GO NORTH ON A TRACK ROAD FOR
 AY2040'0.85 MILE TO A FENCE CORNER AND A GATE ON THE LEFT.  TURN LEFT,
 AY2040'PASSING THROUGH GATE AND GO WEST-SOUTHWEST ON TRACK ROAD FOR 0.25
 AY2040'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST-SOUTHWEST
 AY2040'ON TRACK ROAD FOR 0.8 MILE TO A FENCE CORNER.  TURN LEFT AND GO
 AY2040'SOUTH ON TRACK ROAD FOR 0.1 MILE TO A DIM TRACK ROAD LEFT.  TURN
 AY2040'LEFT AND GO SOUTHEAST AND EAST ON TRACK ROAD FOR 0.05 MILE TO THE
 AY2040'TOP OF HILL AND THE STATION.
 AY2040'
 AY2040'STATION MARKS ARE STANDARD DISKS, STAMPED CAMP 1972.  THE SURFACE
 AY2040'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AY2040'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 5.7 FEET EAST OF A
 AY2040'WITNESS POST.  THE UNDERGROUND MARK IS CEMENTED IN A DRILL HOLE IN
 AY2040'BEDROCK 30 INCHES BELOW THE GROUND SURFACE.
 AY2040'
 AY2040'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAMP NO 1 1972, SET IN
 AY2040'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 8
 AY2040'INCHES ABOVE THE GROUND.  IT IS 39.4 FEET SOUTHEAST OF THE WITNESS
 AY2040'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AY2040'
 AY2040'SA 22 (USGS) IS A BRONZE CAP OF THE U.S. GEOLOGICAL SURVEY, BOLTED TO
 AY2040'THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 18 INCHES ABOVE THE
 AY2040'GROUND.  IT IS 24.8 FEET SOUTHWEST OF THE WITNESS POST AND ABOUT 2
 AY2040'FEET HIGHER THAN THE STATION.  THE MARK IS STAMPED SA 22 965 FT.
 AY2040'
 AY2040'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAMP 1972, SET IN THE TOP OF
 AY2040'A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4 INCHES
 AY2040'ABOVE THE GROUND.  IT IS 75.0 FEET EAST-NORTHEAST OF A POWER LINE
 AY2040'POLE NUMBERED 356, 11.5 FEET NORTH-NORTHWEST OF THE CENTER OF
 AY2040'A TRACK ROAD, 2.2 FEET WEST-SOUTHWEST OF AWITNESS POST AND 1.0 FOOT
 AY2040'SOUTH-SOUTHEAST OF A FENCE.
 AY2040'
 AY2040'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 AY2040
 AY2040                          STATION RECOVERY (1981)
 AY2040
 AY2040'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (MRB)
 AY2040'CAMP 1972 RECOVERED GOOD.
 AY2040'
 AY2040'SA 22 965 FEET RECOVERED GOOD - BENT IN A LITTLE (NO ELEVATION
 AY2040'AVALB.)
 AY2040'
 AY2040'R.M. 1 AND AZM MK. RECOVERED GOOD.
 AY2040'
 AY2040'WITNESS POST DAMAGED, WIRED SIGN TO SAME.
 AY2040'
 AY2040'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8.8 MILES NW OF
 AY2040'BATESVILLE, TEX.
 AY2040
 AY2040                          STATION RECOVERY (2001)
 AY2040
 AY2040'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY2040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1065 ***********************************************************************
 CA1065  DESIGNATION -  CAMP
 CA1065  PID         -  CA1065
 CA1065  STATE/COUNTY-  TX/COLEMAN
 CA1065  USGS QUAD   -  GOULDBUSK (1962)
 CA1065
 CA1065                         *CURRENT SURVEY CONTROL
 CA1065  ___________________________________________________________________
 CA1065* NAD 83(1993)-  31 34 27.45896(N)    099 23 38.20874(W)     ADJUSTED  
 CA1065* NAVD 88     -       481.7    (meters)    1580.     (feet)  VERTCON   
 CA1065  ___________________________________________________________________
 CA1065  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CA1065  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 CA1065
 CA1065  HORZ ORDER  -  FIRST
 CA1065
 CA1065.The horizontal coordinates were established by classical geodetic methods
 CA1065.and adjusted by the National Geodetic Survey in February 1996..
 CA1065
 CA1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1065
 CA1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1065
 CA1065.The geoid height was determined by GEOID03.
 CA1065
 CA1065;                    North         East     Units Scale Factor Converg.
 CA1065;SPC TX C     - 3,211,851.138   789,166.091   MT  0.99993159   +0 29 01.8
 CA1065;SPC TX C     -10,537,548.28  2,589,122.42   sFT  0.99993159   +0 29 01.8
 CA1065;UTM  14      - 3,493,318.283   462,618.582   MT  0.99961723   -0 12 22.6
 CA1065
 CA1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1065!SPC TX C     -   0.99992831  x   0.99993159  =   0.99985990
 CA1065!UTM  14      -   0.99992831  x   0.99961723  =   0.99954556
 CA1065
 CA1065|---------------------------------------------------------------------|
 CA1065| PID    Reference Object                     Distance      Geod. Az  |
 CA1065|                                                           dddmmss.s |
 CA1065| CV4438 CAMP RM 1                            17.234 METERS 00118     |
 CA1065| CV4437 CAMP AZ MK                                         1735531.4 |
 CA1065| CA1064 ROCKWOOD                            APPROX. 7.0 KM 1901440.6 |
 CA1065| CV4439 CAMP RM 2                            18.140 METERS 24557     |
 CA1065|---------------------------------------------------------------------|
 CA1065
 CA1065                          SUPERSEDED SURVEY CONTROL
 CA1065
 CA1065  NAD 83(1986)-  31 34 27.46694(N)    099 23 38.19427(W) AD(       ) 1
 CA1065  NAD 27      -  31 34 26.90703(N)    099 23 36.99451(W) AD(       ) 1
 CA1065  NGVD 29 (07/19/86)  481.6    (m)         1580.     (f) VERT ANG       
 CA1065
 CA1065.Superseded values are not recommended for survey control.
 CA1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1065.See file dsdata.txt to determine how the superseded data were derived.
 CA1065
 CA1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6261993318(NAD 83)
 CA1065_MARKER: DS = TRIANGULATION STATION DISK
 CA1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1065_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1065
 CA1065  HISTORY     - Date     Condition        Report By
 CA1065  HISTORY     - 1935     MONUMENTED       CGS
 CA1065  HISTORY     - 1937     GOOD             TXHD
 CA1065  HISTORY     - 1967     GOOD             CGS
 CA1065  HISTORY     - 1967     GOOD             USGS
 CA1065
 CA1065                          STATION DESCRIPTION
 CA1065
 CA1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1065'STATION IS LOCATED 12 MILES SSW OF SANTA ANNA AND 5-1/4
 CA1065'MILES N BY W OF ROCKWOOD, ON THE SE END OF A RIDGE, 30 FEET
 CA1065'N OF A BREAK TO THE S AND 50 FEET W OF A BREAK TO THE E,
 CA1065'450 FEET W AND 350 FEET N OF THE HOUSE OF MR. DAVIS.  AMICAL
 CA1065'INSURANCE COMPANY IS THE OWNER.  THE MARK IS FLUSH WITH
 CA1065'THE GROUND.
 CA1065'
 CA1065'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 CA1065'TOPS OF CONCRETE CYLINDERS.
 CA1065'
 CA1065'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 CA1065'CONCRETE.
 CA1065'
 CA1065'REFERENCE MARK NO. 1 IS N OF STATION, 35 FEET W OF BREAK
 CA1065'TO THE E.  MARK PROJECTS 3 INCHES ABOVE GROUND.
 CA1065'
 CA1065'REFERENCE MARK NO. 2 IS W OF STATION, 22 FEET N OF BREAK
 CA1065'TO THE S.  MARK PROJECTS 2 INCHES ABOVE THE GROUND.
 CA1065'
 CA1065'AZIMUTH MARK IS S OF STATION, IN FENCE LINE AND 18 FEET W
 CA1065'CENTER LINE OF ROAD, 38 FEET N OF T-FENCE W.  MARK PROJECTS
 CA1065'4 INCHES ABOVE GROUND.  TO REACH THE AZIMUTH FROM STATION,
 CA1065'GO 0.2 MILE E TO ROAD, TURN RIGHT AND GO 1.2 MILES S TO
 CA1065'MARK ON RIGHT.
 CA1065'
 CA1065'TO REACH STATION FROM ROCKWOOD GO N ON ROUTE 7 FOR 6.6 MILES
 CA1065'TO A GRAVEL ROAD ON LEFT, TURN SHARP LEFT AND GO 1.45 MILES
 CA1065'W TO DIRT CROSSROAD, TURN LEFT AND GO 1.35 MILES S TO GATE
 CA1065'ON RIGHT, PASS THRU GATE AND FOLLOW PASTURE ROAD 0.2 MILE
 CA1065'WESTERLY TO TOP OF RIDGE AND STATION.
 CA1065'
 CA1065'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CA1065
 CA1065                          STATION RECOVERY (1937)
 CA1065
 CA1065'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1065'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 CA1065'IN GOOD CONDITION.  DESCRIPTION FOR LOCATING STATION IS ADEQUATE.
 CA1065
 CA1065                          STATION RECOVERY (1967)
 CA1065
 CA1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (IB)
 CA1065'STATION WAS FOUND AS DESCRIBED.
 CA1065'
 CA1065'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHWEST OF
 CA1065'SANTA ANNA AND 5.25 MILES NORTH BY WEST OF ROCKWOOD VILLAGE,
 CA1065'ON THE SOUTHEAST END OF A RIDGE, 30 FEET NORTH OF A BREAK
 CA1065'TO THE SOUTH AND 50 FEET WEST OF A BREAK TO THE EAST.  ABOUT
 CA1065'450 FEET WEST AND 350 FEET NORTH OF AN ABANDONED RANCH BUILDING.
 CA1065'
 CA1065'STATION MARK--A USC AND GS BRONZE DISK SET IN CONCRETE CYLINDER.
 CA1065'THE DISK IS SET FLUSH WITH THE GROUND AND STAMPED CAMP 1935.
 CA1065'
 CA1065'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CA1065'
 CA1065'REFERENCE MARK NO. 1--A USC AND GS BRONZE REFERENCE MARK
 CA1065'DISK SET IN CONCRETE POST.  THE DISK IS SET FLUSH WITH GROUND
 CA1065'AND STAMPED CAMP 1935 NO. 1.
 CA1065'
 CA1065'REFERENCE MARK NO. 2--A USC AND GS BRONZE REFERENCE MARK
 CA1065'DISK SET IN CONCRETE POST.  THE DISK IS SET FLUSH WITH GROUND
 CA1065'AND STAMPED CAMP 1935 NO. 2.
 CA1065'
 CA1065'AZIMUTH MARK NOT SEARCHED FOR.  STATION ROCKWOOD ET 1967,
 CA1065'4.3 MILES SOUTH-SOUTHWEST, IS VISIBLE FROM THE GROUND AND
 CA1065'WILL SERVE AS THE AZIMUTH MARK.
 CA1065
 CA1065                          STATION RECOVERY (1967)
 CA1065
 CA1065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CA1065'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST, STAMPED
 CA1065'---CAMP 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2775 ***********************************************************************
 BY2775  DESIGNATION -  CAMP
 BY2775  PID         -  BY2775
 BY2775  STATE/COUNTY-  TX/ANDERSON
 BY2775  USGS QUAD   -  SOUTHEAST PALESTINE (1982)
 BY2775
 BY2775                         *CURRENT SURVEY CONTROL
 BY2775  ___________________________________________________________________
 BY2775* NAD 83(1993)-  31 41 36.12083(N)    095 32 15.01233(W)     ADJUSTED  
 BY2775* NAVD 88     -       199.8    (meters)     656.     (feet)  VERTCON   
 BY2775  ___________________________________________________________________
 BY2775  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BY2775  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY2775
 BY2775  HORZ ORDER  -  FIRST
 BY2775
 BY2775.The horizontal coordinates were established by classical geodetic methods
 BY2775.and adjusted by the National Geodetic Survey in February 1996..
 BY2775
 BY2775.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2775
 BY2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2775
 BY2775.The geoid height was determined by GEOID03.
 BY2775
 BY2775;                    North         East     Units Scale Factor Converg.
 BY2775;SPC TX C     - 3,234,475.729 1,154,513.183   MT  0.99995449   +2 28 12.5
 BY2775;SPC TX C     -10,611,775.79  3,787,765.33   sFT  0.99995449   +2 28 12.5
 BY2775;UTM  15      - 3,509,247.732   259,489.531   MT  1.00031349   -1 20 01.6
 BY2775
 BY2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2775!SPC TX C     -   0.99997279  x   0.99995449  =   0.99992728
 BY2775!UTM  15      -   0.99997279  x   1.00031349  =   1.00028627
 BY2775
 BY2775|---------------------------------------------------------------------|
 BY2775| PID    Reference Object                     Distance      Geod. Az  |
 BY2775|                                                           dddmmss.s |
 BY2775| CV8198 CAMP RM 2                            34.869 METERS 07015     |
 BY2775| CV8197 CAMP RM                              33.415 METERS 16544     |
 BY2775| BY2762 GRAPELAND MUNICIPAL TANK            APPROX.22.9 KM 1654605.0 |
 BY2775| BY2771 PALESTINE TEX PWR AND L CO STK      APPROX.11.6 KM 3065407.6 |
 BY2775| BY2769 PALESTINE MO PAC RR CO FLAT TK      APPROX.12.2 KM 3082621.4 |
 BY2775| BY2772 PALESTINE ANDERSON COURTHOUSE       APPROX.11.6 KM 3132305.9 |
 BY2775| CV8196 CAMP AZ MK                                         3222414.1 |
 BY2775|---------------------------------------------------------------------|
 BY2775
 BY2775                          SUPERSEDED SURVEY CONTROL
 BY2775
 BY2775  NAD 83(1986)-  31 41 36.13143(N)    095 32 14.99718(W) AD(       ) 1
 BY2775  NAD 27      -  31 41 35.50600(N)    095 32 14.16700(W) AD(       ) 1
 BY2775  NGVD 29 (07/19/86)  199.8    (m)          656.     (f) VERT ANG       
 BY2775
 BY2775.Superseded values are not recommended for survey control.
 BY2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2775.See file dsdata.txt to determine how the superseded data were derived.
 BY2775
 BY2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR5949009248(NAD 83)
 BY2775_MARKER: DS = TRIANGULATION STATION DISK
 BY2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2775
 BY2775  HISTORY     - Date     Condition        Report By
 BY2775  HISTORY     - 1919     MONUMENTED       CGS
 BY2775  HISTORY     - 1933     GOOD             CGS
 BY2775  HISTORY     - 1937     GOOD             TXHD
 BY2775  HISTORY     - 1939     GOOD             CGS
 BY2775  HISTORY     - 1942     GOOD             CGS
 BY2775  HISTORY     - 1953     GOOD             CGS
 BY2775
 BY2775                          STATION DESCRIPTION
 BY2775
 BY2775'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY2775'ABOUT 8 MILES SE OF PALESTINE, 300 METERS (984 FEET) N OF THE
 BY2775'PALESTINE-SLOCUM ROAD, 50 METERS (164 FEET) N OF E.K. CAMPS
 BY2775'HOUSE, IN EDGE OF FIELD, ABOUT 51 METERS (167 FEET) N OF THE
 BY2775'NE CORNER OF YARD FENCE, AND 6 METERS (20 FEET) E OF E LINE OF
 BY2775'PEACH TREES IN ORCHARD.  SURFACE AND UNDERGROUND MARKS ARE
 BY2775'STANDARD DISK STATION MARKS IN CONCRETE.
 BY2775'REFERENCE MARK IS A STANDARD REFERENCE DISK IN CONCRETE,
 BY2775'PLACED IN EDGE OF MR. CAMPS BACK YARD, NEAR THE
 BY2775'FENCE, AND 33.42 METERS (109.6 FEET) FROM THE STATION.
 BY2775'THE BEARING OF THE PALESTINE
 BY2775'COURTHOUSE STATUE, DISTANT ABOUT 7-1/4 MILES, IS N 46 DEG 36 MIN
 BY2775
 BY2775                          STATION RECOVERY (1933)
 BY2775
 BY2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CLG)
 BY2775'IN 1933 THE STATION AND REFERENCE MARKS WERE
 BY2775'REPORTED IN GOOD CONDITION.  STATION 21 FEET E OF PEACH TREE
 BY2775'ROW.  ELEVATION OF STATION, 199.8 METERS (656 FEET).
 BY2775
 BY2775                          STATION RECOVERY (1937)
 BY2775
 BY2775'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BY2775'DESCRIPTION SATISFACTORY.  STATION AND REFERENCE MARKS RECOVERED
 BY2775'AND FOUND TO BE IN GOOD CONDITION.
 BY2775
 BY2775                          STATION RECOVERY (1939)
 BY2775
 BY2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (USE)
 BY2775'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BY2775
 BY2775                          STATION RECOVERY (1942)
 BY2775
 BY2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2775'STATION WAS RECOVERED AS DESCRIBED WITH THE MARKS IN GOOD
 BY2775'CONDITION.  A NEW REFERENCE MARK AND AN AZIMUTH MARK WERE
 BY2775'ADDED BY THIS PARTY.  COMPLETE DESCRIPTION FOLLOWS--STATION IS
 BY2775'ABOUT 8 MILES SE OF PALESTINE, 300 METERS N OF THE OLD
 BY2775'PALESTINE-SLOCUM ROAD AND ON HIGH GROUND ON THE PROPERTY
 BY2775'OF E.K. CAMP.  THE MARK IS 130 FEET N OF THE N SIDE OF AN
 BY2775'OLD HOUSE, 77 FEET NE OF THE NW CORNER OF THE GARDEN FENCE
 BY2775'AND 49 FEET N OF THE NE CORNER OF THE GARDEN FENCE.  IT IS
 BY2775'STAMPED CAMP 1919 AND PROJECTS 2 INCHES.
 BY2775'
 BY2775'REFERENCE MARK, 1919, IS S BY E OF THE STATION, 21 FEET
 BY2775'NNE OF THE NE CORNER OF THE HOUSE AND 2 FEET S OF A WHITE
 BY2775'REFERENCE POST.  IT IS STAMPED CAMP 1919 AND PROJECTS ABOUT
 BY2775'6 INCHES.
 BY2775'
 BY2775'REFERENCE MARK NO. 2, IS A STANDARD BRONZE DISK SET IN A
 BY2775'CONCRETE MONUMENT ENE OF THE STATION AND ABOUT 58 YARDS NNE
 BY2775'OF THE HOUSE.  IT IS STAMPED CAMP NO. 2, 1942 AND PROJECTS
 BY2775'ABOUT 4 INCHES.
 BY2775'
 BY2775'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT,
 BY2775'ABOUT 1.6 MILES NW OF THE STATION, AT THE TOP OF A HILL,
 BY2775'22 FEET E OF THE CENTER LINE OF THE ROAD TO THE STATION,
 BY2775'8 FEET E OF A FENCE CORNER, 5 FEET E OF A WHITE REFERENCE
 BY2775'POST AND 1.5 FEET S OF A WIRE FENCE.  IT IS STAMPED CAMP 1942,
 BY2775'AND PROJECTS ABOUT 6 INCHES.
 BY2775'
 BY2775'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 BY2775'HIGHWAY 84 AT THE S EDGE OF PALESTINE GO E ON STATE HIGHWAY
 BY2775'84 FOR 1.1 MILES AND TURN RIGHT, S, OFF THE HIGHWAY AT THE
 BY2775'SPRING HILL GROCERY, GO 4.2 MILES AND KEEP STRAIGHT AHEAD
 BY2775'ACROSS A SMALL BRIDGE, GO 2.0 MILES TO THE AZIMUTH MARK ON
 BY2775'THE LEFT, CONTINUE 0.5 MILE AND TURN SHARP LEFT UP A HILL,
 BY2775'GO 0.15 MILE TO A HOUSE AND THE STATION.
 BY2775'
 BY2775'90-FOOT SIGNALS AT SOUTHERN, BOLDEN AND LANGSTON ARE VISIBLE
 BY2775'AT 77 FEET.  A 103-FOOT SIGNAL AT WILKERSON IS VISIBLE AT
 BY2775'77 FEET.  A 77-FOOT SIGNAL AT LANGSTON IS VISIBLE AT 37 FEET.
 BY2775'A 90-FOOT SIGNAL AT CROCKETT IS VISIBLE AT 64 FEET.
 BY2775'A 64-FOOT SIGNAL AT BIRD IS VISIBLE AT 77 FEET.  A 50-FOOT
 BY2775'SIGNAL AT DENSON IS VISIBLE AT 90 FEET.
 BY2775
 BY2775                          STATION RECOVERY (1953)
 BY2775
 BY2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWD)
 BY2775'STATION OKAY EXCEPT PEACH ORCHARD SHOULD READ FORMER PEACH
 BY2775'ORCHARD NOW A GARDEN SPOT.
 BY2775'
 BY2775'STATION IS LEANING--PARTIALLY PLOWED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0503 ***********************************************************************
 DP0503  DESIGNATION -  CAMP
 DP0503  PID         -  DP0503
 DP0503  STATE/COUNTY-  TX/KING
 DP0503  USGS QUAD   -  PITCHFORK FLATS (1981)
 DP0503
 DP0503                         *CURRENT SURVEY CONTROL
 DP0503  ___________________________________________________________________
 DP0503* NAD 83(1993)-  33 33 59.79693(N)    100 24 46.11905(W)     ADJUSTED  
 DP0503* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 DP0503  ___________________________________________________________________
 DP0503  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 DP0503  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DP0503
 DP0503  HORZ ORDER  -  SECOND
 DP0503
 DP0503.The horizontal coordinates were established by classical geodetic methods
 DP0503.and adjusted by the National Geodetic Survey in February 1996..
 DP0503
 DP0503.The orthometric height was scaled from a topographic map.
 DP0503
 DP0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0503
 DP0503.The geoid height was determined by GEOID03.
 DP0503
 DP0503;                    North         East     Units Scale Factor Converg.
 DP0503;SPC TXNC     - 2,212,304.870   422,418.285   MT  0.99991290   -1 02 35.7
 DP0503;SPC TXNC     - 7,258,203.56  1,385,883.99   sFT  0.99991290   -1 02 35.7
 DP0503;UTM  14      - 3,714,998.303   368,865.926   MT  0.99981200   -0 46 52.5
 DP0503
 DP0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0503!SPC TXNC     -   0.99990642  x   0.99991290  =   0.99981933
 DP0503!UTM  14      -   0.99990642  x   0.99981200  =   0.99971844
 DP0503
 DP0503:                Primary Azimuth Mark                     Grid Az
 DP0503:SPC TXNC     -  SIX RESET                                035 34 01.4
 DP0503:UTM  14      -  SIX RESET                                035 18 18.2
 DP0503
 DP0503|---------------------------------------------------------------------|
 DP0503| PID    Reference Object                     Distance      Geod. Az  |
 DP0503|                                                           dddmmss.s |
 DP0503| DP0499 SIX RESET                           APPROX.14.3 KM 0343125.7 |
 DP0503| CX6843 CAMP RM 1                            16.586 METERS 04310     |
 DP0503| CX6842 CAMP AZ MK                                         0814621.6 |
 DP0503| CX6844 CAMP RM 2                            19.893 METERS 12823     |
 DP0503|---------------------------------------------------------------------|
 DP0503
 DP0503                          SUPERSEDED SURVEY CONTROL
 DP0503
 DP0503  NAD 83(1993)-  33 33 59.79893(N)    100 24 46.11947(W) AD(       ) 2
 DP0503  NAD 83(1986)-  33 33 59.80211(N)    100 24 46.11268(W) AD(       ) 2
 DP0503  NAD 27      -  33 33 59.50000(N)    100 24 44.70400(W) AD(       ) 2
 DP0503
 DP0503.Superseded values are not recommended for survey control.
 DP0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0503.See file dsdata.txt to determine how the superseded data were derived.
 DP0503
 DP0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC6886614998(NAD 83)
 DP0503_MARKER: DS = TRIANGULATION STATION DISK
 DP0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0503
 DP0503  HISTORY     - Date     Condition        Report By
 DP0503  HISTORY     - 1935     MONUMENTED       CGS
 DP0503  HISTORY     - 1938     GOOD             TXHD
 DP0503  HISTORY     - 1958     GOOD             CGS
 DP0503
 DP0503                          STATION DESCRIPTION
 DP0503
 DP0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0503'STATION IS ABOUT 6 MILES SW OF GUTHRIE AND ABOUT 6-1/4 MILES E OF
 DP0503'THE COUNTY LINE ON LAND OWNED BY THE S.B. BURNETT ESTATE, AND
 DP0503'KNOWN AS THE 6666 RANCH OF WHICH GEORGE HUMPHRIES IS MANAGER.
 DP0503'IT IS ON A HIGH KNOLL WHICH IS THE HIGHEST GROUND IN THE VICINITY,
 DP0503'ON SANDY AND SOMEWHAT MESQUITE-COVERED PASTURE LAND, 135 YARDS
 DP0503'N OF A GRADED DIRT ROAD.  THE MARK PROJECTS 6 INCHES ABOVE THE
 DP0503'GROUND.
 DP0503'
 DP0503'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0503'BRONZE DISKS SET IN CONCRETE.
 DP0503'
 DP0503'REFERENCE MARK NO. 1 IS NE OF STATION, AND PROJECTS 6 INCHES
 DP0503'ABOVE THE GROUND.
 DP0503'
 DP0503'REFERENCE MARK NO. 2 IS SE OF STATION, AND PROJECTS 6 INCHES
 DP0503'ABOVE THE GROUND.
 DP0503'
 DP0503'AZIMUTH MARK IS 0.85 MILE E OF STATION, 24 FEET E OF CENTER
 DP0503'LINE OF ROAD, AND PROJECTS 6 INCHES ABOVE THE GROUND.  TO REACH
 DP0503'FROM STATION, GO 0.85 MILE E ON GRADED DIRT ROAD TO TOP OF
 DP0503'GRADE AND MARK ON RIGHT.
 DP0503'
 DP0503'TO REACH THE STATION FROM THE COURTHOUSE IN GUTHRIE AT THE
 DP0503'JUNCTION OF STATE HIGHWAYS 4 AND 24, GO S ON HIGHWAY FOR 0.55
 DP0503'MILE TO T-ROAD RIGHT, TURN RIGHT AND GO W AND S FOR 7.0 MILES
 DP0503'FOLLOWING MAIN GRADED COUNTY ROAD TO A POINT 0.1 MILE BEYOND
 DP0503'TOP OF GRADE, TURN RIGHT AND GO 135 YARDS N ACROSS PASTURE
 DP0503'TO HIGHEST GROUND AND STATION.
 DP0503'
 DP0503'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 DP0503
 DP0503                          STATION RECOVERY (1938)
 DP0503
 DP0503'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0503'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 DP0503'SATISFACTORY.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0503
 DP0503                          STATION RECOVERY (1958)
 DP0503
 DP0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0503'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 DP0503'FOUND IN GOOD CONDITION.
 DP0503'
 DP0503'THE AZIMUTH MARK HAS APPARENTLY BEEN HIT BY ROAD MACHINERY
 DP0503'AND WAS FOUND TO BE TILTED.
 DP0503'
 DP0503'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM GUTHRIE IS
 DP0503'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1295 ***********************************************************************
 DN1295  DESIGNATION -  CAMP
 DN1295  PID         -  DN1295
 DN1295  STATE/COUNTY-  TX/COOKE
 DN1295  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN1295
 DN1295                         *CURRENT SURVEY CONTROL
 DN1295  ___________________________________________________________________
 DN1295* NAD 83(1993)-  33 43 01.31667(N)    097 12 17.60243(W)     ADJUSTED  
 DN1295* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 DN1295  ___________________________________________________________________
 DN1295  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DN1295  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN1295
 DN1295  HORZ ORDER  -  SECOND
 DN1295
 DN1295.The horizontal coordinates were established by classical geodetic methods
 DN1295.and adjusted by the National Geodetic Survey in February 1996..
 DN1295
 DN1295.The orthometric height was scaled from a topographic map.
 DN1295
 DN1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1295
 DN1295.The geoid height was determined by GEOID03.
 DN1295
 DN1295;                    North         East     Units Scale Factor Converg.
 DN1295;SPC TXNC     - 2,228,111.005   720,033.520   MT  0.99993991   +0 42 22.8
 DN1295;SPC TXNC     - 7,310,060.86  2,362,309.97   sFT  0.99993991   +0 42 22.8
 DN1295;UTM  14      - 3,732,228.474   666,332.741   MT  0.99994108   +0 59 48.0
 DN1295
 DN1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1295!SPC TXNC     -   0.99996068  x   0.99993991  =   0.99990059
 DN1295!UTM  14      -   0.99996068  x   0.99994108  =   0.99990176
 DN1295
 DN1295|---------------------------------------------------------------------|
 DN1295| PID    Reference Object                     Distance      Geod. Az  |
 DN1295|                                                           dddmmss.s |
 DN1295| CX9110 CAMP RM 1                            11.070 METERS 07057     |
 DN1295| CX9111 CAMP RM 2                            18.129 METERS 15834     |
 DN1295| CX9109 CAMP AZ MK                                         1723844.8 |
 DN1295|---------------------------------------------------------------------|
 DN1295
 DN1295                          SUPERSEDED SURVEY CONTROL
 DN1295
 DN1295  NAD 83(1993)-  33 43 01.31684(N)    097 12 17.60177(W) AD(       ) 2
 DN1295  NAD 83(1986)-  33 43 01.32162(N)    097 12 17.59246(W) AD(       ) 2
 DN1295  NAD 27      -  33 43 00.94200(N)    097 12 16.54180(W) AD(       ) 2
 DN1295
 DN1295.Superseded values are not recommended for survey control.
 DN1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1295.See file dsdata.txt to determine how the superseded data were derived.
 DN1295
 DN1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6633332228(NAD 83)
 DN1295_MARKER: DS = TRIANGULATION STATION DISK
 DN1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1295+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DN1295
 DN1295  HISTORY     - Date     Condition        Report By
 DN1295  HISTORY     - 1955     MONUMENTED       CGS
 DN1295  HISTORY     - 1959     GOOD             USGS
 DN1295  HISTORY     - 19950602 GOOD             USPSQD
 DN1295  HISTORY     - 20051112 GOOD             USPSQD
 DN1295
 DN1295                          STATION DESCRIPTION
 DN1295
 DN1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1295'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF
 DN1295'GAINSVILLE AND 4 MILES WEST OF U.S. HIGHWAY 77 BRIDGE CROSSING
 DN1295'RED RIVER.  AND ON THE HIGHEST POINT IN THE VICINITY.  IT IS
 DN1295'39 FEET EAST OF CENTER OF STATE FARM ROAD 1201.  2 FEET EAST
 DN1295'OF FENCE.  AND 2 FEET EAST OF WITNESS POST.  THE MARK IS SET
 DN1295'FLUSH AND IS STAMPED CAMP 1955.
 DN1295'
 DN1295'REFERENCE MARK NO. 1 IS 75 FEET EAST OF CENTER OF STATE FARM
 DN1295'ROAD 1201.  AND 38 FEET OF FENCE.  THE MARK IS SET FLUSH AND
 DN1295'IS STAMPED CAMP NO 1 1955.
 DN1295'
 DN1295'REFERENCE MARK NO. 2 IS 45 FEET EAST OF CENTER OF STATE FARM
 DN1295'ROAD 1201.  8 FEET EAST OF FENCE AND 1 FOOT NORTH OF TELEPHONE
 DN1295'POLE NO. 479.  THE MARK IS SET FLUSH AND IS STAMPED CAMP NO
 DN1295'2 1955.
 DN1295'
 DN1295'AZIMUTH MARK IS 39 FEET WEST OF CENTER OF STATE FARM ROAD 1201.
 DN1295'3 FEET EAST OF POWER LINE POLE NO. 355 AND 1 FOOT EAST OF FENCE.
 DN1295'
 DN1295'TO REACH STATION FROM SOUTH END OF BRIDGE OVER THE RED RIVER,
 DN1295'ON U.S. HIGHWAY 77, GO SOUTH FOR 3.05 MILES TO JUNCTION OF
 DN1295'STATE FARM ROAD 1202.  TURN RIGHT AND GO WEST AND NORTH FOR
 DN1295'2.55 MILES TO JUNCTION WITH STATE FARM ROAD 1201.  TURN RIGHT
 DN1295'AND GO NORTH FOR 1.5 MILES TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 DN1295'CONTINUE ON FOR 0.6 MILE TO STATION SITE ON RIGHT AS DESCRIBED.
 DN1295
 DN1295                          STATION RECOVERY (1959)
 DN1295
 DN1295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DN1295'RECOVERED BY USGS IN 1959.
 DN1295'
 DN1295'STATION MARK--A STANDARD USC AND GS TABLET IN A CONCRETE POST
 DN1295'PROJECTING 0.1 FT. AND STAMPED---CAMP 1955---.
 DN1295
 DN1295                          STATION RECOVERY (1995)
 DN1295
 DN1295'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1295'RECOVERED IN GOOD CONDITION.
 DN1295
 DN1295                          STATION RECOVERY (2005)
 DN1295
 DN1295'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 DN1295'RM 1 AND RM 2  FOUND GOOD.  AZ NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2095 ***********************************************************************
 FL2095  DESIGNATION -  CAMP
 FL2095  PID         -  FL2095
 FL2095  STATE/COUNTY-  TX/DONLEY
 FL2095  USGS QUAD   -  SPENCER LAKE (1959)
 FL2095
 FL2095                         *CURRENT SURVEY CONTROL
 FL2095  ___________________________________________________________________
 FL2095* NAD 83(1993)-  35 01 34.55850(N)    100 36 55.46925(W)     ADJUSTED  
 FL2095* NAVD 88     -       762.0    (meters)    2500.     (feet)  VERTCON   
 FL2095  ___________________________________________________________________
 FL2095  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 FL2095  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 FL2095
 FL2095  HORZ ORDER  -  THIRD
 FL2095
 FL2095.The horizontal coordinates were established by classical geodetic methods
 FL2095.and adjusted by the National Geodetic Survey in February 1996..
 FL2095
 FL2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL2095
 FL2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2095
 FL2095.The geoid height was determined by GEOID03.
 FL2095
 FL2095;                    North         East     Units Scale Factor Converg.
 FL2095;SPC TX N     - 1,114,212.014   280,720.562   MT  0.99993409   +0 30 45.5
 FL2095;SPC TX N     - 3,655,543.92    920,997.38   sFT  0.99993409   +0 30 45.5
 FL2095;UTM  14      - 3,877,148.449   352,631.738   MT  0.99986766   -0 55 38.4
 FL2095
 FL2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2095!SPC TX N     -   0.99988459  x   0.99993409  =   0.99981869
 FL2095!UTM  14      -   0.99988459  x   0.99986766  =   0.99975227
 FL2095
 FL2095                          SUPERSEDED SURVEY CONTROL
 FL2095
 FL2095  NAD 83(1993)-  35 01 34.55992(N)    100 36 55.46824(W) AD(       ) 3
 FL2095  NAD 83(1986)-  35 01 34.56185(N)    100 36 55.45900(W) AD(       ) 3
 FL2095  NGVD 29 (01/19/93)  761.7    (m)         2499.     (f) VERT ANG       
 FL2095
 FL2095.Superseded values are not recommended for survey control.
 FL2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2095.See file dsdata.txt to determine how the superseded data were derived.
 FL2095
 FL2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5263277148(NAD 83)
 FL2095_MARKER: DD = SURVEY DISK
 FL2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2095+STABILITY: SURFACE MOTION
 FL2095
 FL2095  HISTORY     - Date     Condition        Report By
 FL2095  HISTORY     - 1958     MONUMENTED       USGS
 FL2095
 FL2095                          STATION DESCRIPTION
 FL2095
 FL2095'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FL2095'STATION IS LOCATED 0.8 MI. W. AND 14.8 MI. S. OF POST OFFICE AT
 FL2095'MCLEAN, TEXAS, ON REDDISH KNOB ON TOP OF RIDGE OVERLOOKING WHITEFISH
 FL2095'CREEK, 0.7 MI. TO THE E., 1.2 MI. E. AND 0.25 MI. N. OF HODGE CAMP
 FL2095'OF THE R. O. RANCH.
 FL2095'
 FL2095'TO REACH FROM POST OFFICE IN MCLEAN, TEXAS, PROCEED 0.5 MI. W. ALONG
 FL2095'U.S. HIGHWAY 66 TO CROSSROADS, THENCE 12.0 MI. S. ALONG GRADED RD.
 FL2095'TO RD. FORK SW. ACROSS WHITEFISH CREEK, PROCEED SW. ACROSS WHITEFISH
 FL2095'CREEK ALONG DIRT RD. 1.9 MI. TO TOP OF RIDGE AND ET STATION HODGE,
 FL2095'S. OF RD.  THEN FOLLOW CROSS COUNTRY SE. ALONG TOP OF RIDGE 1.2 MI.
 FL2095'TO FENCELINE AND GATE, CONTINUE 0.9 MI. S. ALONG TOP OF RIDGE TO
 FL2095'SMALL RED KNOB AND STATION.
 FL2095'
 FL2095'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 FL2095'0.3 FT., STAMPED---CAMP-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1396 ***********************************************************************
 AB1396  DESIGNATION -  CAMP 1949
 AB1396  PID         -  AB1396
 AB1396  STATE/COUNTY-  TX/KENEDY
 AB1396  USGS QUAD   -  SOUTH OF POTRERO LOPENO NE (1975)
 AB1396
 AB1396                         *CURRENT SURVEY CONTROL
 AB1396  ___________________________________________________________________
 AB1396* NAD 83(1993)-  26 44 19.34914(N)    097 20 04.84291(W)     ADJUSTED  
 AB1396* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AB1396  ___________________________________________________________________
 AB1396  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AB1396  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AB1396
 AB1396  HORZ ORDER  -  THIRD
 AB1396
 AB1396.The horizontal coordinates were established by classical geodetic methods
 AB1396.and adjusted by the National Geodetic Survey in February 1996..
 AB1396.No horizontal observational check was made to the station.
 AB1396
 AB1396.The orthometric height was scaled from a topographic map.
 AB1396
 AB1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1396
 AB1396.The geoid height was determined by GEOID03.
 AB1396
 AB1396;                    North         East     Units Scale Factor Converg.
 AB1396;SPC TX S     - 5,119,308.523   415,917.342   MT  0.99990521   +0 31 44.6
 AB1396;SPC TX S     -16,795,598.05  1,364,555.48   sFT  0.99990521   +0 31 44.6
 AB1396;UTM  14      - 2,958,578.410   665,619.318   MT  0.99993864   +0 44 58.0
 AB1396
 AB1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1396!SPC TX S     -   1.00000240  x   0.99990521  =   0.99990761
 AB1396!UTM  14      -   1.00000240  x   0.99993864  =   0.99994104
 AB1396
 AB1396                          SUPERSEDED SURVEY CONTROL
 AB1396
 AB1396  NAD 83(1986)-  26 44 19.36639(N)    097 20 04.80970(W) AD(       ) 3
 AB1396  NAD 27      -  26 44 18.14800(N)    097 20 03.88300(W) AD(       ) 3
 AB1396
 AB1396.Superseded values are not recommended for survey control.
 AB1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1396.See file dsdata.txt to determine how the superseded data were derived.
 AB1396
 AB1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6561958578(NAD 83)
 AB1396_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB1396_SETTING: 0 = UNSPECIFIED SETTING
 AB1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1396
 AB1396  HISTORY     - Date     Condition        Report By
 AB1396  HISTORY     - 1949     MONUMENTED       CGS
 AB1396  HISTORY     - 1958     GOOD             SHELL
 AB1396  HISTORY     - 1968     GOOD             CGS
 AB1396
 AB1396                          STATION DESCRIPTION
 AB1396
 AB1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 AB1396'A STANDARD TOPOGRAPHIC STATION DISK
 AB1396'SET IN A DRILL HOLE IN THE TOP CENTER OF A 36 INCH SQUARE
 AB1396'CONCRETE PILLER EXTENDING 2 FEET ABOVE THE SAND.  THE PILLAR
 AB1396'IS DIRECTLY EAST OF THE EAST ENTRANCE TO THE ABANDONED CABIN.
 AB1396'IT IS STAMPED CAMP 1949.
 AB1396'
 AB1396'TO REACH THE STATION FROM THE NORTH JETTY OF BRAZOS SANTIAGO,
 AB1396'GO NORTH ALONG THE BEACH OF THE GULF OF MEXICO 43.9 MILES
 AB1396'TO A BOILER OF AN OLD WRECK IN SURF.  CONTINUE NORTH ALONG
 AB1396'BEACH FOR 3.0 MILES TO A PASS THROUGH THE SAND DUNES, TURN
 AB1396'LEFT, WEST, AND GO 700 FEET.
 AB1396'TURN RIGHT, NORTH, AND GO ABOUT
 AB1396'1000 FEET TO THE ABANDONED CABIN AND STATION AS DESCRIBED.
 AB1396
 AB1396                          STATION RECOVERY (1958)
 AB1396
 AB1396'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB1396'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AB1396
 AB1396                          STATION RECOVERY (1968)
 AB1396
 AB1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1396'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS OBVIOUS
 AB1396'WHEN VIEWED FROM THE DUNES ALONG THE BEACH.  THE DESCRIPTION
 AB1396'FOR BLANCO 1949 IS ADEQUATE FOR CAMP WITH THE FOLLOWING
 AB1396'CORRECTIONS--THE OLD CABIN IS GONE.  THE REMAINS OF AN OLD
 AB1396'O STAND NEAR THE STATION CAN BE SEEN FROM THE BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0028 ***********************************************************************
 BL0028  DESIGNATION -  CAMP AZ MK
 BL0028  PID         -  BL0028
 BL0028  STATE/COUNTY-  TX/TYLER
 BL0028  USGS QUAD   -  WOODVILLE (1984)
 BL0028
 BL0028                         *CURRENT SURVEY CONTROL
 BL0028  ___________________________________________________________________
 BL0028* NAD 83(1986)-  30 46 21.     (N)    094 26 05.     (W)     SCALED    
 BL0028* NAVD 88     -        87.55   (+/-2cm)     287.2    (feet)  VERTCON   
 BL0028  ___________________________________________________________________
 BL0028  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL0028
 BL0028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0028
 BL0028.The horizontal coordinates were scaled from a topographic map and have
 BL0028.an estimated accuracy of +/- 6 seconds.
 BL0028
 BL0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0028.The vertical order pertains to the NGVD 29 superseded value.
 BL0028
 BL0028.The geoid height was determined by GEOID03.
 BL0028
 BL0028;                    North         East    Units  Estimated Accuracy
 BL0028;SPC TX C     - 3,137,550.    1,264,350.      MT  (+/- 180 meters Scaled)
 BL0028
 BL0028                          SUPERSEDED SURVEY CONTROL
 BL0028
 BL0028  NGVD 29 (??/??/92)   87.545  (m)          287.22   (f) ADJ UNCH    2 0
 BL0028
 BL0028.Superseded values are not recommended for survey control.
 BL0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0028.See file dsdata.txt to determine how the superseded data were derived.
 BL0028
 BL0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ627052(NAD 83)
 BL0028_MARKER: DZ = AZIMUTH MARK DISK
 BL0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0028_STAMPING: CAMP 1935 AZIMUTH
 BL0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0028+STABILITY: SURFACE MOTION
 BL0028
 BL0028  HISTORY     - Date     Condition        Report By
 BL0028  HISTORY     - 1935     MONUMENTED       CGS
 BL0028  HISTORY     - 1949     GOOD             NGS
 BL0028
 BL0028                          STATION DESCRIPTION
 BL0028
 BL0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0028'1.2 MI SW FROM WOODVILLE.
 BL0028'1.0 MILE WEST ALONG U. S. HIGHWAY NO. 190 FROM THE COURT HOUSE AT
 BL0028'WOODVILLE, THENCE 0.2 MILE SOUTHWEST ALONG OLD STATE HIGHWAY NO. 45,
 BL0028'AT THE SUMMIT OF A HILL, ABOUT 100.0 FEET SOUTHEAST OF A WHITE HOUSE
 BL0028'ON THE TOP OF A HILL, 25.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BL0028'OLD HIGHWAY, 36.0 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE
 BL0028'LEADING EAST, 13.5 FEET NORTHWEST OF A FENCE, 1.0 FOOT NORTHEAST OF A
 BL0028'REFERENCE POST, ABOUT 3.0 FEET ABOVE ROAD LEVEL, SET IN THE TOP OF A
 BL0028'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1344 ***********************************************************************
 BZ1344  DESIGNATION -  CAMP HOOD EAST TANK
 BZ1344  PID         -  BZ1344
 BZ1344  STATE/COUNTY-  TX/BELL
 BZ1344  USGS QUAD   -  FORT HOOD (1995)
 BZ1344
 BZ1344                         *CURRENT SURVEY CONTROL
 BZ1344  ___________________________________________________________________
 BZ1344* NAD 83(1993)-  31 08 33.32557(N)    097 45 48.65136(W)     ADJUSTED  
 BZ1344* NAVD 88     -                                                        
 BZ1344  ___________________________________________________________________
 BZ1344  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 BZ1344  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BZ1344
 BZ1344  HORZ ORDER  -  THIRD
 BZ1344
 BZ1344.The horizontal coordinates were established by classical geodetic methods
 BZ1344.and adjusted by the National Geodetic Survey in February 1996..
 BZ1344
 BZ1344
 BZ1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1344
 BZ1344.The geoid height was determined by GEOID03.
 BZ1344
 BZ1344;                    North         East     Units Scale Factor Converg.
 BZ1344;SPC TX C     - 3,166,444.026   945,012.689   MT  0.99988477   +1 19 25.0
 BZ1344;SPC TX C     -10,388,575.11  3,100,429.13   sFT  0.99988477   +1 19 25.0
 BZ1344;UTM  14      - 3,446,062.546   617,870.700   MT  0.99977137   +0 38 22.4
 BZ1344
 BZ1344                          SUPERSEDED SURVEY CONTROL
 BZ1344
 BZ1344  NAD 83(1986)-  31 08 33.33493(N)    097 45 48.63638(W) AD(       ) 4
 BZ1344  NAD 27      -  31 08 32.71100(N)    097 45 47.56600(W) AD(       ) 3
 BZ1344
 BZ1344.Superseded values are not recommended for survey control.
 BZ1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1344.See file dsdata.txt to determine how the superseded data were derived.
 BZ1344
 BZ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1787146063(NAD 83)
 BZ1344_MARKER: 53 = ELEVATED TANK
 BZ1344
 BZ1344  HISTORY     - Date     Condition        Report By
 BZ1344  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1344  HISTORY     - 1952     GOOD             CGS
 BZ1344  HISTORY     - 1957     GOOD             AMS
 BZ1344  HISTORY     - 1965     GOOD             CGS
 BZ1344  HISTORY     - 20010317 GOOD             USPSQD
 BZ1344
 BZ1344                          STATION DESCRIPTION
 BZ1344
 BZ1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1344'THIS INTERSECTION STATION IS THE TANK LOCATED IN THE EASTERN
 BZ1344'SECTION OF CAMP HOOD NEAR THE CITY OF KILLEEN.  THIS IS A
 BZ1344'LARGE TANK WITH A ROUNDED BOTTOM AND ROOF.  IT IS SET ON
 BZ1344'SQUARE STRUCTURAL STEEL CONSISTING OF TEN LEGS SET IN CONCRETE.
 BZ1344'THE TANK IS PAINTED RED AND WHITE CHECKERS AND IS ABOUT 100
 BZ1344'FEET HIGH.  THE TANK IS 100 FEET N OF CENTRAL AVENUE AND
 BZ1344'FORTY-SIXTH STREET.  THE APEX OF THE TANK WAS THE POINT
 BZ1344'OBSERVED ON.
 BZ1344
 BZ1344                          STATION RECOVERY (1952)
 BZ1344
 BZ1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BZ1344'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 BZ1344
 BZ1344                          STATION RECOVERY (1957)
 BZ1344
 BZ1344'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1344'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1344
 BZ1344                          STATION RECOVERY (1965)
 BZ1344
 BZ1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 BZ1344'STATION FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 BZ1344
 BZ1344                          STATION RECOVERY (2001)
 BZ1344
 BZ1344'RECOVERY NOTE BY US POWER SQUADRON 2001 (MLW)
 BZ1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1345 ***********************************************************************
 BZ1345  DESIGNATION -  CAMP HOOD WEST TANK
 BZ1345  PID         -  BZ1345
 BZ1345  STATE/COUNTY-  TX/CORYELL
 BZ1345  USGS QUAD   -  FORT HOOD (1995)
 BZ1345
 BZ1345                         *CURRENT SURVEY CONTROL
 BZ1345  ___________________________________________________________________
 BZ1345* NAD 83(1993)-  31 08 17.04945(N)    097 47 20.56626(W)     ADJUSTED  
 BZ1345* NAVD 88     -                                                        
 BZ1345  ___________________________________________________________________
 BZ1345  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 BZ1345  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BZ1345
 BZ1345  HORZ ORDER  -  THIRD
 BZ1345
 BZ1345.The horizontal coordinates were established by classical geodetic methods
 BZ1345.and adjusted by the National Geodetic Survey in February 1996..
 BZ1345
 BZ1345
 BZ1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1345
 BZ1345.The geoid height was determined by GEOID03.
 BZ1345
 BZ1345;                    North         East     Units Scale Factor Converg.
 BZ1345;SPC TX C     - 3,165,886.991   942,590.304   MT  0.99988458   +1 18 37.6
 BZ1345;SPC TX C     -10,386,747.57  3,092,481.69   sFT  0.99988458   +1 18 37.6
 BZ1345;UTM  14      - 3,445,534.536   615,442.121   MT  0.99976438   +0 37 34.5
 BZ1345
 BZ1345                          SUPERSEDED SURVEY CONTROL
 BZ1345
 BZ1345  NAD 83(1986)-  31 08 17.05882(N)    097 47 20.55123(W) AD(       ) 4
 BZ1345  NAD 27      -  31 08 16.43600(N)    097 47 19.47800(W) AD(       ) 3
 BZ1345
 BZ1345.Superseded values are not recommended for survey control.
 BZ1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1345.See file dsdata.txt to determine how the superseded data were derived.
 BZ1345
 BZ1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1544245535(NAD 83)
 BZ1345_MARKER: 53 = ELEVATED TANK
 BZ1345
 BZ1345  HISTORY     - Date     Condition        Report By
 BZ1345  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1345  HISTORY     - 1952     GOOD             CGS
 BZ1345  HISTORY     - 1957     GOOD             AMS
 BZ1345  HISTORY     - 1962     GOOD             USE
 BZ1345  HISTORY     - 1965     GOOD             CGS
 BZ1345
 BZ1345                          STATION DESCRIPTION
 BZ1345
 BZ1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1345'THIS INTERSECTION STATION IS THE TANK IN THE WESTERN SECTION
 BZ1345'OF CAMP HOOD.  IT IS IN THE NW CORNER OF ONE HUNDRED SEVENTY-SIXTH
 BZ1345'STREET AND BRIGADE AVENUE.  THIS IS A LARGE TANK WITH A ROUNDED
 BZ1345'BOTTOM AND ROOF.  IT IS SET ON SQUARE STRUCTURAL STEEL CONSISTING
 BZ1345'OF TEN LEGS SET IN CONCRETE.  THE TANK IS PAINTED RED AND
 BZ1345'WHITE CHECKERS AND IS ABOUT 100 FEET HIGH.  THE APEX OF THE
 BZ1345'TANK WAS THE POINT OBSERVED ON.
 BZ1345
 BZ1345                          STATION RECOVERY (1952)
 BZ1345
 BZ1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BZ1345'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 BZ1345
 BZ1345                          STATION RECOVERY (1957)
 BZ1345
 BZ1345'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1345'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1345
 BZ1345                          STATION RECOVERY (1962)
 BZ1345
 BZ1345'RECOVERY NOTE BY US ENGINEERS 1962
 BZ1345'A LARGE ROUND TANK WITH ROUNDED BOTTOM ON 10 SQUARE STRUCTURAL
 BZ1345'SUPPORTS SET IN CONCRETE PAINTED RED AND WHITE AND ABOUT 100
 BZ1345'FT HIGH, LOCATED 30 METERS NORTH OF CENTRAL AVE AND 46TH
 BZ1345'ST IN FORT HOOD.  APEX OF TANK WAS POINT OBSERVED, NOW DEFINED
 BZ1345'AS ROD SUPPORTING TWIN AIRCRAFT CLEARANCE LIGHTS.
 BZ1345
 BZ1345                          STATION RECOVERY (1965)
 BZ1345
 BZ1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 BZ1345'STATION FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0221 ***********************************************************************
 AN0221  DESIGNATION -  CAMP HULEN RM 1
 AN0221  PID         -  AN0221
 AN0221  STATE/COUNTY-  TX/MATAGORDA
 AN0221  USGS QUAD   -  PALACIOS (1995)
 AN0221
 AN0221                         *CURRENT SURVEY CONTROL
 AN0221  ___________________________________________________________________
 AN0221* NAD 83(1986)-  28 41 21.     (N)    096 14 56.     (W)     SCALED    
 AN0221* NAVD 88     -         2.53   (+/-2cm)       8.3    (feet)  VERTCON   
 AN0221  ___________________________________________________________________
 AN0221  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN0221
 AN0221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0221
 AN0221.The horizontal coordinates were scaled from a topographic map and have
 AN0221.an estimated accuracy of +/- 6 seconds.
 AN0221
 AN0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0221.The vertical order pertains to the NGVD 29 superseded value.
 AN0221
 AN0221.The geoid height was determined by GEOID03.
 AN0221
 AN0221;                    North         East    Units  Estimated Accuracy
 AN0221;SPC TXSC     - 4,098,010.      868,820.      MT  (+/- 180 meters Scaled)
 AN0221
 AN0221                          SUPERSEDED SURVEY CONTROL
 AN0221
 AN0221  NGVD 29 (??/??/92)    2.604  (m)            8.54   (f) ADJ UNCH    2 0
 AN0221
 AN0221.Superseded values are not recommended for survey control.
 AN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0221.See file dsdata.txt to determine how the superseded data were derived.
 AN0221
 AN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS688766(NAD 83)
 AN0221_MARKER: DR = REFERENCE MARK DISK
 AN0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0221_STAMPING: CAMP HULEN NO 1 1934
 AN0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0221+STABILITY: SURFACE MOTION
 AN0221
 AN0221  HISTORY     - Date     Condition        Report By
 AN0221  HISTORY     - 1934     MONUMENTED       CGS
 AN0221  HISTORY     - 1973     GOOD             NGS
 AN0221
 AN0221                          STATION DESCRIPTION
 AN0221
 AN0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0221'1.4 MI W FROM PALACIOS.
 AN0221'1.4 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0221'RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, THENCE SOUTHEAST
 AN0221'THROUGH CAMP HULEN TO TRESPALACIOS BAY.  AT THE SOUTH EDGE OF THE CAMP
 AN0221'IN A YARD AROUND A WHITE HOUSE, 162 FEET SOUTHWEST OF THE SOUTHWEST
 AN0221'CORNER OF THE HOUSE, 290 FEET SOUTH OF THE CENTER LINE OF A ROAD
 AN0221'PARALLELING THE SHORE OF THE BAY, 120 FEET NORTH OF THE
 AN0221'HIGH-WATERLINE, 58 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING TO
 AN0221'THE DOCK, 18 FEET EAST OF A WOVEN-WIRE FENCE, AND IN THE CENTER OF A
 AN0221'BRICKENCIRCLED FLOWER PLOT.  A STANDARD DISK, STAMPED CAMP HULEN NO 1
 AN0221'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AN0221'GROUND.
 AN0221
 AN0221                          STATION RECOVERY (1973)
 AN0221
 AN0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0222 ***********************************************************************
 AN0222  DESIGNATION -  CAMP HULEN RM 3
 AN0222  PID         -  AN0222
 AN0222  STATE/COUNTY-  TX/MATAGORDA
 AN0222  USGS QUAD   -  PALACIOS (1995)
 AN0222
 AN0222                         *CURRENT SURVEY CONTROL
 AN0222  ___________________________________________________________________
 AN0222* NAD 83(1986)-  28 41 32.     (N)    096 14 37.     (W)     SCALED    
 AN0222* NAVD 88     -         3.03   (+/-2cm)       9.9    (feet)  VERTCON   
 AN0222  ___________________________________________________________________
 AN0222  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN0222
 AN0222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0222
 AN0222.The horizontal coordinates were scaled from a topographic map and have
 AN0222.an estimated accuracy of +/- 6 seconds.
 AN0222
 AN0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0222.The vertical order pertains to the NGVD 29 superseded value.
 AN0222
 AN0222.The geoid height was determined by GEOID03.
 AN0222
 AN0222;                    North         East    Units  Estimated Accuracy
 AN0222;SPC TXSC     - 4,098,360.      869,330.      MT  (+/- 180 meters Scaled)
 AN0222
 AN0222                          SUPERSEDED SURVEY CONTROL
 AN0222
 AN0222  NGVD 29 (??/??/92)    3.106  (m)           10.19   (f) ADJ UNCH    2 0
 AN0222
 AN0222.Superseded values are not recommended for survey control.
 AN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0222.See file dsdata.txt to determine how the superseded data were derived.
 AN0222
 AN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS693769(NAD 83)
 AN0222_MARKER: DR = REFERENCE MARK DISK
 AN0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0222_STAMPING: CAMP HULEN NO 3 1934
 AN0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0222+STABILITY: SURFACE MOTION
 AN0222
 AN0222  HISTORY     - Date     Condition        Report By
 AN0222  HISTORY     - 1934     MONUMENTED       CGS
 AN0222  HISTORY     - 1973     GOOD             NGS
 AN0222
 AN0222                          STATION DESCRIPTION
 AN0222
 AN0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0222'1.4 MI W FROM PALACIOS.
 AN0222'1.4 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0222'RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, TO CAMP HULEN, THENCE
 AN0222'0.6 MILE SOUTH ALONG A PAVED ROAD AT THE EAST EDGE OF THE CAMP.  AT
 AN0222'THE SOUTHWEST CORNER OF THE CAMP, 123 FEET NORTH OF THE CENTER OF THE
 AN0222'ENTRANCE, 39 FEET WEST OF THE CENTER LINE OF THE PAVED ROAD, AND 4.6
 AN0222'FEET WEST OF THE WIRE FENCE.  A STANDARD DISK, STAMPED CAMP HULEN NO 3
 AN0222'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AN0222'GROUND.
 AN0222
 AN0222                          STATION RECOVERY (1973)
 AN0222
 AN0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2232 ***********************************************************************
 AN2232  DESIGNATION -  CAMP HULEN TANK
 AN2232  PID         -  AN2232
 AN2232  STATE/COUNTY-  TX/MATAGORDA
 AN2232  USGS QUAD   -  PALACIOS (1995)
 AN2232
 AN2232                         *CURRENT SURVEY CONTROL
 AN2232  ___________________________________________________________________
 AN2232* NAD 83(1993)-  28 41 49.15990(N)    096 14 50.00402(W)     ADJUSTED  
 AN2232* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AN2232  ___________________________________________________________________
 AN2232  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AN2232  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN2232
 AN2232  HORZ ORDER  -  THIRD
 AN2232
 AN2232.The horizontal coordinates were established by classical geodetic methods
 AN2232.and adjusted by the National Geodetic Survey in February 1996..
 AN2232
 AN2232.The orthometric height was scaled from a topographic map.
 AN2232
 AN2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2232
 AN2232.The geoid height was determined by GEOID03.
 AN2232
 AN2232;                    North         East     Units Scale Factor Converg.
 AN2232;SPC TXSC     - 4,098,883.415   868,960.995   MT  0.99992476   +1 20 55.0
 AN2232;SPC TXSC     -13,447,753.34  2,850,916.20   sFT  0.99992476   +1 20 55.0
 AN2232;UTM  14      - 3,177,519.276   768,954.626   MT  1.00049280   +1 19 21.4
 AN2232
 AN2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2232!SPC TXSC     -   1.00000375  x   0.99992476  =   0.99992851
 AN2232!UTM  14      -   1.00000375  x   1.00049280  =   1.00049656
 AN2232
 AN2232                          SUPERSEDED SURVEY CONTROL
 AN2232
 AN2232  NAD 83(1986)-  28 41 49.16878(N)    096 14 49.97778(W) AD(       ) 4
 AN2232  NAD 27      -  28 41 48.19700(N)    096 14 49.10000(W) AD(       ) 3
 AN2232
 AN2232.Superseded values are not recommended for survey control.
 AN2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2232.See file dsdata.txt to determine how the superseded data were derived.
 AN2232
 AN2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6895577519(NAD 83)
 AN2232_MARKER: 51 = TANK
 AN2232
 AN2232  HISTORY     - Date     Condition        Report By
 AN2232  HISTORY     - 1931     FIRST OBSERVED   CGS
 AN2232  HISTORY     - 1947     GOOD             CGS
 AN2232
 AN2232                          STATION DESCRIPTION
 AN2232
 AN2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2232'RECOVERED.  THE STATION IS LOCATED AT CAMP HULEN ABOUT 1.5 MILES W OF
 AN2232'PALACIOS.  THE STATION IS THE SMALLER ONE OF TWO TANKS AT CAMP
 AN2232'HULEN.  IT IS A METAL TANK ABOUT 135 FEET HIGH AND PAINTED BLACK AND
 AN2232'YELLOW CHECKERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1418 ***********************************************************************
 DM1418  DESIGNATION -  CAMP MAXEY STACK
 DM1418  PID         -  DM1418
 DM1418  STATE/COUNTY-  TX/LAMAR
 DM1418  USGS QUAD   -  PAT MAYSE LAKE EAST (1980)
 DM1418
 DM1418                         *CURRENT SURVEY CONTROL
 DM1418  ___________________________________________________________________
 DM1418* NAD 83(1993)-  33 46 38.28335(N)    095 32 22.12492(W)     ADJUSTED  
 DM1418* NAVD 88     -                                                        
 DM1418  ___________________________________________________________________
 DM1418  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DM1418  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DM1418
 DM1418  HORZ ORDER  -  THIRD
 DM1418
 DM1418.The horizontal coordinates were established by classical geodetic methods
 DM1418.and adjusted by the National Geodetic Survey in February 1996..
 DM1418
 DM1418
 DM1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1418
 DM1418.The geoid height was determined by GEOID03.
 DM1418
 DM1418;                    North         East     Units Scale Factor Converg.
 DM1418;SPC TXNC     - 2,237,919.039   874,169.492   MT  0.99995267   +1 36 52.7
 DM1418;SPC TXNC     - 7,342,239.38  2,868,004.41   sFT  0.99995267   +1 36 52.7
 DM1418;UTM  15      - 3,740,362.446   264,844.758   MT  1.00028176   -1 24 45.0
 DM1418
 DM1418                          SUPERSEDED SURVEY CONTROL
 DM1418
 DM1418  NAD 83(1993)-  33 46 38.28385(N)    095 32 22.12425(W) AD(       ) 4
 DM1418  NAD 83(1986)-  33 46 38.28980(N)    095 32 22.11413(W) AD(       ) 4
 DM1418  NAD 27      -  33 46 37.92100(N)    095 32 21.26000(W) AD(       ) 3
 DM1418
 DM1418.Superseded values are not recommended for survey control.
 DM1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1418.See file dsdata.txt to determine how the superseded data were derived.
 DM1418
 DM1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6484540362(NAD 83)
 DM1418_MARKER: 63 = STACK
 DM1418
 DM1418  HISTORY     - Date     Condition        Report By
 DM1418  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1418  HISTORY     - 1957     GOOD             CGS
 DM1418  HISTORY     - 19950607 GOOD             USPSQD
 DM1418
 DM1418                          STATION DESCRIPTION
 DM1418
 DM1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1418'STATION IS LOCATED ABOUT 8 MILES NORTH OF PARIS AND 0.2 WEST
 DM1418'OF U.S. HIGH 271, AND IN CAMP MAXEY MILITARY TRAINING CAMP.
 DM1418'THE TOP OF THE 150 FOOT STACK WAS THE POINT INTERSECTED.
 DM1418'
 DM1418'THE STATION WAS REACHED FROM PARIS BY GOING NORTH ON U.S. HIGHWAY
 DM1418'271 FOR ABOUT 8 MILES TO GATE NO. 5 ON THE LEFT.  THENCE TURN
 DM1418'LEFT (WEST) THRU GATE AND GO 0.2 MILE.  THENCE LEFT OR SOUTH
 DM1418'FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 DM1418
 DM1418                          STATION RECOVERY (1957)
 DM1418
 DM1418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1418'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1418'TO STATION SITE ARE CORRECT.
 DM1418
 DM1418                          STATION RECOVERY (1995)
 DM1418
 DM1418'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1416 ***********************************************************************
 DM1416  DESIGNATION -  CAMP MAXEY WATER TANK
 DM1416  PID         -  DM1416
 DM1416  STATE/COUNTY-  TX/LAMAR
 DM1416  USGS QUAD   -  PAT MAYSE LAKE EAST (1980)
 DM1416
 DM1416                         *CURRENT SURVEY CONTROL
 DM1416  ___________________________________________________________________
 DM1416* NAD 83(1993)-  33 46 48.71022(N)    095 33 08.69387(W)     ADJUSTED  
 DM1416* NAVD 88     -                                                        
 DM1416  ___________________________________________________________________
 DM1416  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DM1416  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DM1416
 DM1416  HORZ ORDER  -  THIRD
 DM1416
 DM1416.The horizontal coordinates were established by classical geodetic methods
 DM1416.and adjusted by the National Geodetic Survey in February 1996..
 DM1416
 DM1416
 DM1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1416
 DM1416.The geoid height was determined by GEOID03.
 DM1416
 DM1416;                    North         East     Units Scale Factor Converg.
 DM1416;SPC TXNC     - 2,238,206.470   872,962.827   MT  0.99995331   +1 36 27.3
 DM1416;SPC TXNC     - 7,343,182.39  2,864,045.54   sFT  0.99995331   +1 36 27.3
 DM1416;UTM  15      - 3,740,713.318   263,654.562   MT  1.00028868   -1 25 11.4
 DM1416
 DM1416                          SUPERSEDED SURVEY CONTROL
 DM1416
 DM1416  NAD 83(1993)-  33 46 48.71085(N)    095 33 08.69305(W) AD(       ) 4
 DM1416  NAD 83(1986)-  33 46 48.71680(N)    095 33 08.68294(W) AD(       ) 4
 DM1416  NAD 27      -  33 46 48.34700(N)    095 33 07.82300(W) AD(       ) 3
 DM1416
 DM1416.Superseded values are not recommended for survey control.
 DM1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1416.See file dsdata.txt to determine how the superseded data were derived.
 DM1416
 DM1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT6365540713(NAD 83)
 DM1416_MARKER: 53 = ELEVATED TANK
 DM1416
 DM1416  HISTORY     - Date     Condition        Report By
 DM1416  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1416  HISTORY     - 1957     GOOD             CGS
 DM1416  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 DM1416
 DM1416                          STATION DESCRIPTION
 DM1416
 DM1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1416'STATION IS LOCATED ABOUT 8 MILES NORTH OF PARIS AND 1 MILE
 DM1416'WEST OF U.S. HIGHWAY 271.  THE TANK IS ABOUT 150 FEET HIGH,
 DM1416'SUPPORTED BY SIX LEGS OF STEEL AND PAINTED WITH ALTERNATE BANDS
 DM1416'OF ORANGE AND WHITE.  THE FINIAL AND CENTER OF THE TANK
 DM1416'WAS THE POINT INTERSECTED.
 DM1416'
 DM1416'THE STATION WAS REACHED FROM PARIS BY GOING NORTHERLY ON U.S.
 DM1416'HIGHWAY 271 FOR ABOUT 8 MILES TO GATE NO. 5 ON THE LEFT.
 DM1416'TURN LEFT OR WEST AND GO 0.2 MILE, THENCE LEFT OR SOUTH
 DM1416'FOR 0.2 MILE TO THE FIRE STATION, THENCE RIGHT OR EAST FOR
 DM1416'1.0 MILE TO THE STATION ON THE RIGHT.
 DM1416
 DM1416                          STATION RECOVERY (1957)
 DM1416
 DM1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1416'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1416'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1416
 DM1416                          STATION RECOVERY (1995)
 DM1416
 DM1416'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1924 ***********************************************************************
 AY1924  DESIGNATION -  CAMP NORMOYLE CONC WATER TANK
 AY1924  PID         -  AY1924
 AY1924  STATE/COUNTY-  TX/BEXAR
 AY1924  USGS QUAD   -  TERRELL WELLS (1992)
 AY1924
 AY1924                         *CURRENT SURVEY CONTROL
 AY1924  ___________________________________________________________________
 AY1924* NAD 83(1993)-  29 22 18.96959(N)    098 32 23.40694(W)     ADJUSTED  
 AY1924* NAVD 88     -                                                        
 AY1924  ___________________________________________________________________
 AY1924  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 AY1924  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AY1924
 AY1924  HORZ ORDER  -  THIRD
 AY1924
 AY1924.The horizontal coordinates were established by classical geodetic methods
 AY1924.and adjusted by the National Geodetic Survey in February 1996..
 AY1924
 AY1924
 AY1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1924
 AY1924.The geoid height was determined by GEOID03.
 AY1924
 AY1924;                    North         East     Units Scale Factor Converg.
 AY1924;SPC TXSC     - 4,170,605.658   644,670.278   MT  0.99986345   +0 13 31.6
 AY1924;SPC TXSC     -13,683,062.06  2,115,055.74   sFT  0.99986345   +0 13 31.6
 AY1924;UTM  14      - 3,249,282.043   544,658.874   MT  0.99962461   +0 13 32.5
 AY1924
 AY1924                          SUPERSEDED SURVEY CONTROL
 AY1924
 AY1924  NAD 83(1986)-  29 22 18.97422(N)    098 32 23.38880(W) AD(       ) 4
 AY1924  NAD 27      -  29 22 18.14000(N)    098 32 22.33300(W) AD(       ) 3
 AY1924
 AY1924.Superseded values are not recommended for survey control.
 AY1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1924.See file dsdata.txt to determine how the superseded data were derived.
 AY1924
 AY1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4465949282(NAD 83)
 AY1924_MARKER: 53 = ELEVATED TANK
 AY1924
 AY1924  HISTORY     - Date     Condition        Report By
 AY1924  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1924  HISTORY     - 1952     GOOD             AMS
 AY1924  HISTORY     - 1953     GOOD             CGS
 AY1924  HISTORY     - 1988     GOOD             USPSQD
 AY1924
 AY1924                          STATION DESCRIPTION
 AY1924
 AY1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1924'STATION IS ABOUT 4-1/2 MILES SW OF THE SAN ANTONIO CITY HALL
 AY1924'AND 250 FEET SW OF THE CROSSING OF U.S. HIGHWAY 81 AND THE
 AY1924'SAN ANTONIO, UVALDE AND GULF RAILROAD.  THE TANK AND SUPPORTING
 AY1924'LEGS ARE CONSTRUCTED OF CONCRETE AND ARE PAINTED INTERNATIONAL
 AY1924'ORANGE AND WHITE.  AN 8-1/2-FOOT ARMY LOOKOUT STATION IS
 AY1924'LOCATED ON THE FLAT ROOF OF THE TANK.  THE TANK WAS BUILT
 AY1924'IN 1943 AND IS ABOUT 140 FEET HIGH.
 AY1924'
 AY1924'THE POINT LOCATED WAS THE CENTER OF THE HIGHEST PART OF THE
 AY1924'TANK.
 AY1924
 AY1924                          STATION RECOVERY (1952)
 AY1924
 AY1924'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 AY1924'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AY1924
 AY1924                          STATION RECOVERY (1953)
 AY1924
 AY1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1924'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 AY1924'IS ADEQUATE.
 AY1924
 AY1924                          STATION RECOVERY (1988)
 AY1924
 AY1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY1924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0030 ***********************************************************************
 BL0030  DESIGNATION -  CAMP RM 1
 BL0030  PID         -  BL0030
 BL0030  STATE/COUNTY-  TX/TYLER
 BL0030  USGS QUAD   -  WOODVILLE (1984)
 BL0030
 BL0030                         *CURRENT SURVEY CONTROL
 BL0030  ___________________________________________________________________
 BL0030* NAD 83(1986)-  30 46 07.     (N)    094 26 35.     (W)     SCALED    
 BL0030* NAVD 88     -       115.89   (+/-2cm)     380.2    (feet)  VERTCON   
 BL0030  ___________________________________________________________________
 BL0030  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL0030
 BL0030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0030
 BL0030.The horizontal coordinates were scaled from a topographic map and have
 BL0030.an estimated accuracy of +/- 6 seconds.
 BL0030
 BL0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0030.The vertical order pertains to the NGVD 29 superseded value.
 BL0030
 BL0030.The geoid height was determined by GEOID03.
 BL0030
 BL0030;                    North         East    Units  Estimated Accuracy
 BL0030;SPC TX C     - 3,137,080.    1,263,580.      MT  (+/- 180 meters Scaled)
 BL0030
 BL0030                          SUPERSEDED SURVEY CONTROL
 BL0030
 BL0030  NGVD 29 (??/??/92)  115.887  (m)          380.21   (f) ADJ UNCH    2 0
 BL0030
 BL0030.Superseded values are not recommended for survey control.
 BL0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0030.See file dsdata.txt to determine how the superseded data were derived.
 BL0030
 BL0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ618048(NAD 83)
 BL0030_MARKER: DR = REFERENCE MARK DISK
 BL0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0030_STAMPING: CAMP NO. 1 1935
 BL0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0030+STABILITY: SURFACE MOTION
 BL0030
 BL0030  HISTORY     - Date     Condition        Report By
 BL0030  HISTORY     - 1935     MONUMENTED       CGS
 BL0030  HISTORY     - 1949     GOOD             NGS
 BL0030
 BL0030                          STATION DESCRIPTION
 BL0030
 BL0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0030'1.75 MI SW FROM WOODVILLE.
 BL0030'1.0 MILE WEST ALONG U. S. HIGHWAY NO. 190 FROM THE COURT HOUSE AT
 BL0030'WOODVILLE, THENCE 0.75 MILE SOUTHWEST ALONG OLD STATE HIGHWAY NO. 45.
 BL0030'AT THE SUMMIT OF A HILL, 131.0 FEET SOUTHWEST OF THE CENTER LINE OF A
 BL0030'GATE WITH A SIGN HICKORY HILL ON THE GATE, 109.5 FEET NORTH-NORTHWEST
 BL0030'OF TRIANGULATION STATION CAMP, 115.0 FEET NORTHEAST OF REFERENCE MARK
 BL0030'NO. 2, 38.0 FEET NORTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 2.5
 BL0030'FEET SOUTHEAST OF A FENCE, 3.5 FEET NORTHEAST OF A REFERENCE POST, SET
 BL0030'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0031 ***********************************************************************
 BL0031  DESIGNATION -  CAMP RM 2
 BL0031  PID         -  BL0031
 BL0031  STATE/COUNTY-  TX/TYLER
 BL0031  USGS QUAD   -  WOODVILLE (1984)
 BL0031
 BL0031                         *CURRENT SURVEY CONTROL
 BL0031  ___________________________________________________________________
 BL0031* NAD 83(1986)-  30 46 06.     (N)    094 26 36.     (W)     SCALED    
 BL0031* NAVD 88     -       116.24   (+/-2cm)     381.4    (feet)  VERTCON   
 BL0031  ___________________________________________________________________
 BL0031  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL0031
 BL0031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0031
 BL0031.The horizontal coordinates were scaled from a topographic map and have
 BL0031.an estimated accuracy of +/- 6 seconds.
 BL0031
 BL0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0031.The vertical order pertains to the NGVD 29 superseded value.
 BL0031
 BL0031.The geoid height was determined by GEOID03.
 BL0031
 BL0031;                    North         East    Units  Estimated Accuracy
 BL0031;SPC TX C     - 3,137,050.    1,263,550.      MT  (+/- 180 meters Scaled)
 BL0031
 BL0031                          SUPERSEDED SURVEY CONTROL
 BL0031
 BL0031  NGVD 29 (??/??/92)  116.234  (m)          381.34   (f) ADJ UNCH    2 0
 BL0031
 BL0031.Superseded values are not recommended for survey control.
 BL0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0031.See file dsdata.txt to determine how the superseded data were derived.
 BL0031
 BL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ618048(NAD 83)
 BL0031_MARKER: DR = REFERENCE MARK DISK
 BL0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0031_STAMPING: CAMP NO. 2 1935
 BL0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0031+STABILITY: SURFACE MOTION
 BL0031
 BL0031  HISTORY     - Date     Condition        Report By
 BL0031  HISTORY     - 1935     MONUMENTED       CGS
 BL0031  HISTORY     - 1949     GOOD             NGS
 BL0031
 BL0031                          STATION DESCRIPTION
 BL0031
 BL0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0031'1.75 MI SW FROM WOODVILLE.
 BL0031'1.0 MILE WEST ALONG U. S. HIGHWAY NO. 190 FROM THE COURT HOUSE AT
 BL0031'WOODVILLE, THENCE 0.75 MILE SOUTHWEST ALONG OLD STATE HIGHWAY NO. 45.
 BL0031'AT THE SUMMIT OF A HILL, 246.0 FEET SOUTHWEST OF THE CENTER LINE OF A
 BL0031'GATE WITH THE SIGN HICKORY HILL ON THE GATE, 115.0 FEET SOUTHWEST OF
 BL0031'REFERENCE MARK NO. 1, 127.7 FEET WEST OF TRIANGULATION STATION CAMP,
 BL0031'28.0 FEET NORTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 9.0 FEET
 BL0031'SOUTH OF THE CENTER LINE OF A PRIVATE DRIVE, SET IN THE TOP OF A
 BL0031'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1014 ***********************************************************************
 CU1014  DESIGNATION -  CAMP SPRINGS ATT MICROWAVE
 CU1014  PID         -  CU1014
 CU1014  STATE/COUNTY-  TX/SCURRY
 CU1014  USGS QUAD   -  HERMLEIGH (1979)
 CU1014
 CU1014                         *CURRENT SURVEY CONTROL
 CU1014  ___________________________________________________________________
 CU1014* NAD 83(1993)-  32 44 25.32875(N)    100 47 04.36356(W)     ADJUSTED  
 CU1014* NAVD 88     -                                                        
 CU1014  ___________________________________________________________________
 CU1014  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 CU1014  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CU1014
 CU1014  HORZ ORDER  -  THIRD
 CU1014
 CU1014.The horizontal coordinates were established by classical geodetic methods
 CU1014.and adjusted by the National Geodetic Survey in February 1996..
 CU1014
 CU1014
 CU1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1014
 CU1014.The geoid height was determined by GEOID03.
 CU1014
 CU1014;                    North         East     Units Scale Factor Converg.
 CU1014;SPC TXNC     - 2,121,390.605   385,919.786   MT  0.99988729   -1 14 45.5
 CU1014;SPC TXNC     - 6,959,929.01  1,266,138.50   sFT  0.99988729   -1 14 45.5
 CU1014;UTM  14      - 3,623,913.369   332,797.355   MT  0.99994473   -0 57 55.3
 CU1014
 CU1014                          SUPERSEDED SURVEY CONTROL
 CU1014
 CU1014  NAD 83(1986)-  32 44 25.33391(N)    100 47 04.35370(W) AD(       ) 4
 CU1014  NAD 27      -  32 44 24.94454(N)    100 47 02.93751(W) AD(       ) 3
 CU1014
 CU1014.Superseded values are not recommended for survey control.
 CU1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1014.See file dsdata.txt to determine how the superseded data were derived.
 CU1014
 CU1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB3279723913(NAD 83)
 CU1014_MARKER: 45 = MICROWAVE TOWER
 CU1014
 CU1014  HISTORY     - Date     Condition        Report By
 CU1014  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1014
 CU1014                          STATION DESCRIPTION
 CU1014
 CU1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1014'IT IS A FOUR LEGGED STEEL TOWER PAINTED RED AND WHITE, HAS FOUR
 CU1014'LARGE FANS ON TOP AND IS ABOUT 275 FEET HIGH.  THE POINT INTERSECTED
 CU1014'IS THE TOP-CENTER OF THE TOWER.
 CU1014'
 CU1014'TO REACH FROM THE COURTHOUSE IN SNYDER, GO EAST ON U.S. HIGHWAY
 CU1014'180 FOR 6.1 MILES, TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 1.9
 CU1014'MILES, TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 2.35 MILES TO THE
 CU1014'TOWER ON THE RIGHT.
 CU1014'
 CU1014'CAMP SPRINGS, AMERICAN TELEPHONE AND TELEGRAPH CO., MICROWAVE
 CU1014'RELAY TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0628 ***********************************************************************
 AO0628  DESIGNATION -  CAMP USGS 1952
 AO0628  PID         -  AO0628
 AO0628  STATE/COUNTY-  TX/ATASCOSA
 AO0628  USGS QUAD   -  CROSS NE (1969)
 AO0628
 AO0628                         *CURRENT SURVEY CONTROL
 AO0628  ___________________________________________________________________
 AO0628* NAD 83(1993)-  28 44 36.51824(N)    098 36 23.96376(W)     ADJUSTED  
 AO0628* NAVD 88     -       145.86   (+/-2cm)     478.5    (feet)  VERTCON   
 AO0628  ___________________________________________________________________
 AO0628  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AO0628  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AO0628
 AO0628  HORZ ORDER  -  SECOND
 AO0628  VERT ORDER  -  THIRD ? (See Below)
 AO0628
 AO0628.The horizontal coordinates were established by classical geodetic methods
 AO0628.and adjusted by the National Geodetic Survey in February 1996..
 AO0628
 AO0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0628.The vertical order pertains to the NGVD 29 superseded value.
 AO0628
 AO0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0628
 AO0628.The geoid height was determined by GEOID03.
 AO0628
 AO0628;                    North         East     Units Scale Factor Converg.
 AO0628;SPC TXSC     - 4,100,934.448   638,417.902   MT  0.99991613   +0 11 33.7
 AO0628;SPC TXSC     -13,454,482.43  2,094,542.73   sFT  0.99991613   +0 11 33.7
 AO0628;UTM  14      - 3,179,629.036   538,405.991   MT  0.99961820   +0 11 21.0
 AO0628
 AO0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0628!SPC TXSC     -   0.99998108  x   0.99991613  =   0.99989721
 AO0628!UTM  14      -   0.99998108  x   0.99961820  =   0.99959929
 AO0628
 AO0628                          SUPERSEDED SURVEY CONTROL
 AO0628
 AO0628  NAD 83(1986)-  28 44 36.52311(N)    098 36 23.94066(W) AD(       ) 2
 AO0628  NAD 27      -  28 44 35.59000(N)    098 36 22.86600(W) AD(       ) 2
 AO0628  NGVD 29 (07/19/86)  145.81   (m)          478.4    (f) LEVELING    3  
 AO0628
 AO0628.Superseded values are not recommended for survey control.
 AO0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0628.See file dsdata.txt to determine how the superseded data were derived.
 AO0628
 AO0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS3840679629(NAD 83)
 AO0628_MARKER: DB = BENCH MARK DISK
 AO0628_SETTING: 0 = UNSPECIFIED SETTING
 AO0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0628
 AO0628  HISTORY     - Date     Condition        Report By
 AO0628  HISTORY     - 1952     MONUMENTED       USGS
 AO0628
 AO0628                          STATION DESCRIPTION
 AO0628
 AO0628'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (HSC)
 AO0628'LOCATED ABOUT 7.8 MILES WEST OF AND 3 MILES SOUTH OF CHRISTINE.
 AO0628'ABOUT 0.9 MILE WEST OF AND 0.2 MILE SOUTH OF THE WINDMILL AT
 AO0628'THE CAMPBELL RANCH.  AND ABOUT 500 FEET WEST OF DIM TRACK
 AO0628'ROAD NEAR ROAD CURVE LEADING SOUTHWEST.
 AO0628'
 AO0628'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 173
 AO0628'AND 97 IN JOURDANTON.  GO SOUTH ON STATE HIGHWAY 173 FOR 9.2
 AO0628'MILES TO A CROSS ROAD.  CONTINUE SOUTH FOR 2.2 MILES TO A
 AO0628'T-ROAD LEFT.  CONTINUE SOUTH FOR 2.2 MILES TO A HOUSE ON
 AO0628'THE RIGHT AND A DRIVEWAY.  TURN RIGHT AND FOLLOW DRIVEWAY
 AO0628'FOR 100 YARDS TO A GATE NORTH OF THE HOUSE.  PASS THROUGH
 AO0628'THE GATE AND GO WEST ON THE TRACK ROAD FOR 1.0 MILE TO A
 AO0628'GATE.  PASS THROUGH THE GATE AND GO WEST FOR 0.5 MILE TO A
 AO0628'ROAD FORK.  TAKE THE LEFT FORK FOR 0.5 MILE TO A GATE.  PASS
 AO0628'THROUGH THE GATE AND GO WEST FOR 1.0 MILE TO A HOUSE.  TURN
 AO0628'RIGHT AND GO NORTH ON TRACK ROAD FOR 0.25 MILE TO A GATE.
 AO0628'PASS THROUGH THE GATE AND CONTINUE NORTH FOR 0.2 MILE TO
 AO0628'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.3 MILE
 AO0628'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH FOR
 AO0628'0.2 MILE TO STATION CAMPBELL.  FROM STATION CAMPBELL TURN
 AO0628'LEFT THROUGH GATE AND FOLLOW TRACK ROAD WEST APPROXIMATELY
 AO0628'0.5 MILE TO FENCE CORNER.  CONTINUE STRAIGHT AHEAD,
 AO0628'WEST, FOR APPROXIMATELY 0.3 MILE TO DIM SIDE ROAD LEFT.  TURN
 AO0628'LEFT AND GO ABOUT 0.2 MILE TO SMALL OPENING IN BRUSH.
 AO0628'TURN RIGHT APPROXIMATELY 100 YARDS TO STATION.
 AO0628'
 AO0628'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY TABLET,
 AO0628'STAMPED CAMP 1952, AND SET IN THE TOP OF A CONCRETE POST,
 AO0628'ON HIGHEST POINT IN CLEARING.
 AO0628'
 AO0628'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S.R.M. TABLET, STAMPED
 AO0628'CAMP NO 1 1952, AND SET IN THE TOP OF A CONCRETE POST.
 AO0628'
 AO0628'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S.R.M. TABLET, STAMPED
 AO0628'CAMP NO 2 1952, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0629 ***********************************************************************
 AO0629  DESIGNATION -  CAMPBELL
 AO0629  PID         -  AO0629
 AO0629  STATE/COUNTY-  TX/ATASCOSA
 AO0629  USGS QUAD   -  CROSS NE (1969)
 AO0629
 AO0629                         *CURRENT SURVEY CONTROL
 AO0629  ___________________________________________________________________
 AO0629* NAD 83(1993)-  28 44 42.62022(N)    098 35 26.18608(W)     ADJUSTED  
 AO0629* NAVD 88     -       139.52   (+/-2cm)     457.7    (feet)  VERTCON   
 AO0629  ___________________________________________________________________
 AO0629  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AO0629  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AO0629
 AO0629  HORZ ORDER  -  FIRST
 AO0629  VERT ORDER  -  THIRD ? (See Below)
 AO0629
 AO0629.The horizontal coordinates were established by classical geodetic methods
 AO0629.and adjusted by the National Geodetic Survey in February 1996..
 AO0629
 AO0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0629.The vertical order pertains to the NGVD 29 superseded value.
 AO0629
 AO0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0629
 AO0629.The geoid height was determined by GEOID03.
 AO0629
 AO0629;                    North         East     Units Scale Factor Converg.
 AO0629;SPC TXSC     - 4,101,127.669   639,984.781   MT  0.99991582   +0 12 02.0
 AO0629;SPC TXSC     -13,455,116.36  2,099,683.40   sFT  0.99991582   +0 12 02.0
 AO0629;UTM  14      - 3,179,822.102   539,972.417   MT  0.99961972   +0 11 48.8
 AO0629
 AO0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0629!SPC TXSC     -   0.99998208  x   0.99991582  =   0.99989790
 AO0629!UTM  14      -   0.99998208  x   0.99961972  =   0.99960181
 AO0629
 AO0629:                Primary Azimuth Mark                     Grid Az
 AO0629:SPC TXSC     -  CHRISTINE MUN ELEV WATER TANK            062 01 28.8
 AO0629:UTM  14      -  CHRISTINE MUN ELEV WATER TANK            062 01 42.0
 AO0629
 AO0629|---------------------------------------------------------------------|
 AO0629| PID    Reference Object                     Distance      Geod. Az  |
 AO0629|                                                           dddmmss.s |
 AO0629| AO0574 CHRISTINE MUN ELEV WATER TANK       APPROX.10.4 KM 0621330.8 |
 AO0629| AO0573 CHRISTINE METHODIST CH SPIRE        APPROX.10.3 KM 0621910.8 |
 AO0629| AO0576 CHRISTINE                           APPROX.16.0 KM 0755640.2 |
 AO0629| AO0632 CAMPBELL RM 1                        23.342 METERS 12139     |
 AO0629| CV4442 CAMPBELL AZ MK                                     1810415.4 |
 AO0629| CV4445 CAMPBELL RM 2                        21.151 METERS 19514     |
 AO0629|---------------------------------------------------------------------|
 AO0629
 AO0629                          SUPERSEDED SURVEY CONTROL
 AO0629
 AO0629  NAD 83(1986)-  28 44 42.62516(N)    098 35 26.16244(W) AD(       ) 1
 AO0629  NAD 27      -  28 44 41.69200(N)    098 35 25.08800(W) AD(       ) 1
 AO0629  NGVD 29 (07/19/86)  139.47   (m)          457.6    (f) LEVELING    3  
 AO0629
 AO0629.Superseded values are not recommended for survey control.
 AO0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0629.See file dsdata.txt to determine how the superseded data were derived.
 AO0629
 AO0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS3997279822(NAD 83)
 AO0629_MARKER: DS = TRIANGULATION STATION DISK
 AO0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0629
 AO0629  HISTORY     - Date     Condition        Report By
 AO0629  HISTORY     - 1952     MONUMENTED       CGS
 AO0629  HISTORY     - 1975     GOOD             NGS
 AO0629
 AO0629                          STATION DESCRIPTION
 AO0629
 AO0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0629'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF CHRISTINE,
 AO0629'3 MILES WEST OF THE CHRISTINE-FRANKLIN COUNTY LINE, 100 FEET
 AO0629'SOUTHEAST OF A WINDMILL, 95 FEET NORTH OF A GATE, 51 FEET
 AO0629'SOUTHEAST OF A FENCE CORNER, 50 FEET EAST OF A TRACK ROAD,
 AO0629'AND 13 FEET SOUTHWEST OF A WITNESS POST.
 AO0629'
 AO0629'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AO0629'173 AND 97 IN JOURDANTON.  GO SOUTH ON STATE HIGHWAY 173 FOR
 AO0629'9.2 MILES TO A CROSS ROAD.  CONTINUE SOUTH FOR 2.2 MILES TO
 AO0629'A T-ROAD LEFT.  CONTINUE SOUTH FOR 2.2 MILES TO A HOUSE ON
 AO0629'THE RIGHT AND A DRIVEWAY.  TURN RIGHT AND FOLLOW DRIVEWAY
 AO0629'FOR 100 YARDS TO A GATE NORTH OF THE HOUSE.  PASS THROUGH
 AO0629'THE GATE AND GO WEST ON THE TRACK ROAD FOR 1.0 MILE TO A
 AO0629'GATE.  PASS THROUGH THE GATE AND GO WEST FOR 0.5 MILE TO A
 AO0629'ROAD FORK.  TAKE THE LEFT FORK FOR 0.5 MILE TO A GATE.  PASS
 AO0629'THROUGH THE GATE AND GO WEST FOR 1.0 MILE TO A HOUSE.  TURN
 AO0629'RIGHT AND GO NORTH ON TRACK ROAD FOR 0.25 MILE TO A GATE.
 AO0629'PASS THROUGH THE GATE AND CONTINUE NORTH FOR 0.2 MILE TO
 AO0629'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.3 MILE
 AO0629'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH FOR 0.2 MILE
 AO0629'TO THE STATION AS DESCRIBED.
 AO0629'
 AO0629'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AO0629'CYLINDERS.
 AO0629'
 AO0629'REFERENCE MARK NO. 1 IS 106 FEET NORTHEAST OF A GATE AND 46
 AO0629'FEET EAST OF A TRACK ROAD.  THE MARK PROJECTS 3 INCHES, AND
 AO0629'THE DISK IS STAMPED CAMPBELL NO 1 1952.
 AO0629'
 AO0629'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF A GATE AND 3 FEET
 AO0629'EAST OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES, AND THE
 AO0629'DISK IS STAMPED CAMPBELL NO 2 1952.
 AO0629'
 AO0629'THE AZIMUTH MARK IS 90 FEET SOUTHWEST OF A GATE, 22 FEET WEST
 AO0629'OF A TRACK ROAD, AND 3 FEET SOUTHEAST OF A WITNESS POST.
 AO0629'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED CAMPBELL
 AO0629'1952.
 AO0629'
 AO0629'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AO0629
 AO0629                          STATION RECOVERY (1975)
 AO0629
 AO0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 AO0629'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 AO0629'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 AO0629'MARK IS NOT VISIBLE FROM THE GROUND.  THE HORIZONTAL DIRECTIONS
 AO0629'BETWEEN THE R.M.S CHECKED THE 1952 OBSERVATIONS ADEQUATELY.
 AO0629'THE DISTANCE TO REFERENCE MARK 1 CHECKED ADEQUATELY, HOWEVER,
 AO0629'A DIFFERENCE OF 0.031 METERS LONGER IN DISTANCE WAS NOTED
 AO0629'TO REFERENCE MARK 2 AND VERIFIED.  A NEW DESCRIPTION FOLLOWS.
 AO0629'
 AO0629'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHWEST OF
 AO0629'JOURDANTON, 11 MILES SOUTHEAST OF CHARLOTTE, 6 MILES SOUTHWEST
 AO0629'OF CHRISTINE AND ON LAND OWNED BY MR. TRAVIS L. PEELER,
 AO0629'CHRISTINE, TEXAS, TELEPHONE NUMBER 784-3227.
 AO0629'
 AO0629'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16
 AO0629'AND 97 IN JOURDANTON, GO SOUTH ON STATE HIGHWAY 16 FOR 9.2
 AO0629'MILES TO THE JUNCTION WITH FARM ROAD 140, CONTINUE SOUTH
 AO0629'ON STATE HIGHWAY 16 FOR 2.1 MILES TO AN IRON GATE ON THE RIGHT,
 AO0629'THIS GATE IS LOCKED.  TURN RIGHT AND GO WEST ON A SAND ROAD
 AO0629'FOR 1.05 MILES TO A SIDE ROAD LEFT AND GATES ON BOTH SIDE OF
 AO0629'THE ROAD, CONTINUE WEST FOR 0.6 MILE TO A GATE AND A SIDE
 AO0629'ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.3 MILE TO A WIRE
 AO0629'GATE, PASS THROUGH GATE, THEN TURN RIGHT AND GO SOUTHWEST
 AO0629'ON A TRACK ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN
 AO0629'RIGHT AND GO WESTERLY FOR 0.2 MILE TO A WIRE GATE, PASS
 AO0629'THROUGH GATE AND CONTINUE WEST ON TRACK ROAD FOR 0.2 MILE
 AO0629'TO A CROSSROAD, CONTINUE WESTERLY ON TRACK ROAD FOR 0.35
 AO0629'MILE TO A SIDE ROAD LEFT, CONTINUE WESTERLY FOR 0.5 MILE
 AO0629'TO WHERE MAIN ROAD TURNS RIGHT, TURN RIGHT AND CONTINUE ON
 AO0629'MAIN ROAD, PASSING UNDER POWERLINES, FOR 0.45 MILE TO A
 AO0629'GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH GATE AND GO
 AO0629'SOUTH ON TRACK ROAD FOR 0.05 MILE TO A LOCKED GATE, PASS
 AO0629'THROUGH GATE AND GO SOUTH FOR 0.05 MILE TO THE STATION ON
 AO0629'THE RIGHT.
 AO0629'
 AO0629'STATION MARKS ARE STANDARD DISKS STAMPED CAMPBELL 1952.  THE
 AO0629'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AO0629'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 AO0629'SURFACE.  IT IS 43 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 AO0629'21 FEET EAST OF A FENCELINE AND POWERLINE POLE, 13 FEET
 AO0629'WEST-SOUTHWEST OF A 4 BY 4 WOODEN WITNESS POST AND 5 FEET
 AO0629'EAST-SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 AO0629'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 AO0629'INCHES BELOW THE GROUND SURFACE.
 AO0629'
 AO0629'REFERENCE MARK 1, A STANDARD DISK STAMPED CAMPBELL NO 1 1952,
 AO0629'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0629'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 51
 AO0629'FEET WEST OF THE FENCELINE AND 32 FEET EAST OF THE CENTER
 AO0629'OF THE TRACK ROAD.
 AO0629'
 AO0629'REFERENCE MARK 2, A STANDARD DISK STAMPED CAMPBELL NO 2 1952,
 AO0629'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0629'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 53
 AO0629'FEET WEST OF THE CENTER OF THE TRACK ROAD, 27 FEET NORTH
 AO0629'OF THE CENTER OF A WIRE GATE AND 3 FEET EAST OF A FENCELINE.
 AO0629'
 AO0629'AZIMUTH MARK, A STANDARD DISK STAMPED CAMPBELL 1952, IS SET
 AO0629'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AO0629'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 16 FEET
 AO0629'WEST OF A TRACK ROAD AND 2.5 FEET SOUTHEAST OF A 4 BY 4
 AO0629'WOODEN WITNESS POST.
 AO0629'
 AO0629'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 AO0629'THE TRACK ROAD FOR 0.2 MILE TO A GATE, PASS THROUGH GATE AND
 AO0629'CONTINUE SOUTH FOR 0.3 MILE TO A FENCE CORNER AND GATE ON
 AO0629'THE RIGHT, PASS THROUGH GATE AND THEN TURN LEFT AND GO SOUTH
 AO0629'FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 AO0629'
 AO0629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AO0629'SOUTHWEST OF CHRISTINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1195 ***********************************************************************
 CA1195  DESIGNATION -  CAMPBELL
 CA1195  PID         -  CA1195
 CA1195  STATE/COUNTY-  TX/RUNNELS
 CA1195  USGS QUAD   -  HATCHEL (1987)
 CA1195
 CA1195                         *CURRENT SURVEY CONTROL
 CA1195  ___________________________________________________________________
 CA1195* NAD 83(1993)-  31 48 29.75976(N)    099 56 29.76225(W)     ADJUSTED  
 CA1195* NAVD 88     -       518.9    (meters)    1702.     (feet)  VERTCON   
 CA1195  ___________________________________________________________________
 CA1195  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 CA1195  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 CA1195
 CA1195  HORZ ORDER  -  SECOND
 CA1195
 CA1195.The horizontal coordinates were established by classical geodetic methods
 CA1195.and adjusted by the National Geodetic Survey in February 1996..
 CA1195
 CA1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1195
 CA1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1195
 CA1195.The geoid height was determined by GEOID03.
 CA1195
 CA1195;                    North         East     Units Scale Factor Converg.
 CA1195;SPC TX C     - 3,237,481.983   737,092.083   MT  0.99998070   +0 12 06.4
 CA1195;SPC TX C     -10,621,638.81  2,418,276.28   sFT  0.99998070   +0 12 06.4
 CA1195;UTM  14      - 3,519,569.839   410,874.411   MT  0.99969796   -0 29 46.8
 CA1195
 CA1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1195!SPC TX C     -   0.99992249  x   0.99998070  =   0.99990319
 CA1195!UTM  14      -   0.99992249  x   0.99969796  =   0.99962047
 CA1195
 CA1195|---------------------------------------------------------------------|
 CA1195| PID    Reference Object                     Distance      Geod. Az  |
 CA1195|                                                           dddmmss.s |
 CA1195| CV4447 CAMPBELL RM 2                        24.500 METERS 00112     |
 CA1195| CA1178 BALLINGER TALLEST WATER TOWER       APPROX. 6.9 KM 1870832.0 |
 CA1195| CA1194 BALLINGER                           APPROX. 6.6 KM 2140554.9 |
 CA1195| CV4446 CAMPBELL RM 1                        22.975 METERS 26256     |
 CA1195| CA1193 BALLINGER TV KRBC MICROWAVE TR      APPROX. 1.1 KM 3241943.3 |
 CA1195|---------------------------------------------------------------------|
 CA1195
 CA1195                          SUPERSEDED SURVEY CONTROL
 CA1195
 CA1195  NAD 83(1986)-  31 48 29.76680(N)    099 56 29.74826(W) AD(       ) 2
 CA1195  NAD 27      -  31 48 29.22788(N)    099 56 28.43618(W) AD(       ) 2
 CA1195  NGVD 29 (07/19/86)  518.8    (m)         1702.     (f) VERT ANG       
 CA1195
 CA1195.Superseded values are not recommended for survey control.
 CA1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1195.See file dsdata.txt to determine how the superseded data were derived.
 CA1195
 CA1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA1087419570(NAD 83)
 CA1195_MARKER: DD = SURVEY DISK
 CA1195_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1195+WITH SETTING: INFORMATION.
 CA1195_SP_SET: PREFABRICATED CONCRETE POST
 CA1195
 CA1195  HISTORY     - Date     Condition        Report By
 CA1195  HISTORY     - 1967     MONUMENTED       USGS
 CA1195
 CA1195                          STATION DESCRIPTION
 CA1195
 CA1195'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IB)
 CA1195'THE STATION IS LOCATED ABOUT 4.7 MILES NORTH AND 0.2 MILES
 CA1195'EAST OF THE BALLINGER COURT HOUSE.  0.4 MILE WEST OF U.S.
 CA1195'HIGHWAY 83.  NORTH OF A BORROW PIT AND 5 FEET NORTH OF EAST-WEST
 CA1195'FENCE LINE.  4 FEET NORTH OF WITNESS SIGN NAILED TO FENCE
 CA1195'POST.
 CA1195'
 CA1195'TO REACH THE STATION FROM THE BALLINGER COURT HOUSE (JUNCTION
 CA1195'OF STATE HIGHWAY 158 AND U.S. HIGHWAY 67 AND 83) GO EAST
 CA1195'AND NORTH ALONG U.S. HIGHWAY 83 FOR 5.1 MILES TO GRAVELED
 CA1195'CROSS-ROADS, THENCE LEFT (WEST) 0.4 MILE TO THE WEST END
 CA1195'OF A CURVE AND THE STATION SITE ON THE RIGHT.
 CA1195'
 CA1195'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1195'STEEL ROD DRIVEN TO POINT OF REFUSAL (5.0 FEET), CENTERED
 CA1195'IN A 6 INCH DIAMETER PLASTIC CASING, 12 INCHES LONG, FILLED
 CA1195'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1195'CAMPBELL ET 1967.
 CA1195'
 CA1195'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1195'CRIMPED TO A COPPER COATED STEEL ROD, DRIVEN TO POINT OF
 CA1195'REFUSAL (5.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC
 CA1195'CASING, 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS
 CA1195'SET FLUSH WITH THE GROUND AND STAMPED CAMPBELL ET 1967 NO. 1
 CA1195'
 CA1195'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1195'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF
 CA1195'REFUSAL (5.0 FEET) CENTERED IN A 6 INCH DIAMETER PLASTIC
 CA1195'CASING 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS
 CA1195'SET FLUSH WITH THE GROUND AND STAMPED CAMPBELL ET 1967 NO. 2.
 CA1195'
 CA1195'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 117.88 FEET
 CA1195'(35.927 METERS).
 CA1195'
 CA1195'STATIONS BALLINGER ET 4.1 MILES SOUTHWEST, SPUR ET 7.7 MILES
 CA1195'SOUTH, ARE BOTH VISIBLE FROM THE GROUND AND WILL SERVE AS
 CA1195'THE AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6570 ***********************************************************************
 AW6570  DESIGNATION -  CAMPBELL
 AW6570  PID         -  AW6570
 AW6570  STATE/COUNTY-  TX/BRAZORIA
 AW6570  USGS QUAD   -  ALMEDA (1995)
 AW6570
 AW6570                         *CURRENT SURVEY CONTROL
 AW6570  ___________________________________________________________________
 AW6570* NAD 83(1993)-  29 33 19.08122(N)    095 25 02.48845(W)     ADJUSTED  
 AW6570* NAVD 88     -        20.00   (+/-2cm)      65.6    (feet)  VERTCON   
 AW6570  ___________________________________________________________________
 AW6570  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW6570  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6570
 AW6570  HORZ ORDER  -  FIRST
 AW6570  VERT ORDER  -  THIRD ? (See Below)
 AW6570
 AW6570.The horizontal coordinates were established by classical geodetic methods
 AW6570.and adjusted by the National Geodetic Survey in February 1996..
 AW6570
 AW6570.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6570.The vertical order pertains to the NGVD 29 superseded value.
 AW6570
 AW6570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6570
 AW6570.The geoid height was determined by GEOID03.
 AW6570
 AW6570;                    North         East     Units Scale Factor Converg.
 AW6570;SPC TXSC     - 4,196,156.800   947,107.378   MT  0.99987061   +1 45 18.7
 AW6570;SPC TXSC     -13,766,891.10  3,107,301.46   sFT  0.99987061   +1 45 18.7
 AW6570;UTM  15      - 3,271,948.775   265,783.018   MT  1.00027693   -1 11 34.6
 AW6570
 AW6570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6570!SPC TXSC     -   1.00000113  x   0.99987061  =   0.99987174
 AW6570!UTM  15      -   1.00000113  x   1.00027693  =   1.00027806
 AW6570
 AW6570|---------------------------------------------------------------------|
 AW6570| PID    Reference Object                     Distance      Geod. Az  |
 AW6570|                                                           dddmmss.s |
 AW6570| CV6989 CAMPBELL RM 1                         6.397 METERS 08817     |
 AW6570| CV6988 CAMPBELL AZ MK                                     0901717.6 |
 AW6570| CV6990 CAMPBELL RM 2                         6.161 METERS 35512     |
 AW6570|---------------------------------------------------------------------|
 AW6570
 AW6570                          SUPERSEDED SURVEY CONTROL
 AW6570
 AW6570  NAD 83(1986)-  29 33 19.09486(N)    095 25 02.46941(W) AD(       ) 1
 AW6570  NAD 27      -  29 33 18.24992(N)    095 25 01.68226(W) AD(       ) 1
 AW6570  NGVD 29 (07/19/86)   20.00   (m)           65.6    (f) LEVELING    3  
 AW6570
 AW6570.Superseded values are not recommended for survey control.
 AW6570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6570.See file dsdata.txt to determine how the superseded data were derived.
 AW6570
 AW6570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6578371949(NAD 83)
 AW6570_MARKER: DS = TRIANGULATION STATION DISK
 AW6570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6570
 AW6570  HISTORY     - Date     Condition        Report By
 AW6570  HISTORY     - 1968     MONUMENTED       CGS
 AW6570
 AW6570                          STATION DESCRIPTION
 AW6570
 AW6570'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6570'THE STATION IS LOCATED ABOUT 8 MILES WEST OF PEARLAND, 3-1/2 MILES
 AW6570'SOUTH-SOUTHEAST OF ALMEDA AND 2-1/2 MILES NORTHEAST OF FRESNO.
 AW6570'
 AW6570'TO REACH THE STATION FROM THE POST OFFICE AND RENFROW GROCERY STORE
 AW6570'IN FRESNO, GO NORTH ON STATE HIGHWAY 288 FOR 0.25 MILE TO A SIDE
 AW6570'ROAD RIGHT (COUNTY ROAD 59), TURN RIGHT AND GO EAST ON THE ROAD FOR
 AW6570'0.8 MILE TO THE FORT BEND-BRAZORIA COUNTY LINE, CONTINUE AHEAD
 AW6570'FOR 1.1 MILE TO A CROSSROAD (COUNTY ROAD 48), TURN LEFT AND GO
 AW6570'NORTH ON THE ROAD FOR 1.05 MILES TO A SIDE ROAD RIGHT (COUNTY ROAD
 AW6570'92) AND THE STATION IN THE NORTHEAST ANGLE OF THE ROADS.
 AW6570'
 AW6570'THE STATION MARK IS A STANDARD DISK STAMPED CAMPBELL 1968, SET IN
 AW6570'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 AW6570'INCHES.  IT IS 46.2 FEET NORTH OF POWER POLE NUMBER 532, 40.0 FEET
 AW6570'EAST OF THE CENTER OF COUNTY ROAD 48, 25 FEET NORTH OF THE CENTER
 AW6570'OF COUNTY ROAD 92, 11.5 FEET WEST OF THE CENTER OF A DRAINAGE
 AW6570'DITCH AND LOCATED IN AN EAST-WEST FENCE LINE.
 AW6570'
 AW6570'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAMPBELL NO 1 1968, SET
 AW6570'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AW6570'WITH THE GROUND.  IT IS 25.0 FEET NORTH OF THE CENTER OF COUNTY
 AW6570'ROAD 92, 10.1 FEET EAST OF THE CENTER OF THE DRAINAGE DITCH AND
 AW6570'LOCATED IN THE EAST-WEST FENCE LINE.
 AW6570'
 AW6570'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAMPBELL NO 2 1968, SET
 AW6570'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AW6570'1 INCH.  IT IS 45.0 FEET NORTH OF THE CENTER OF COUNTY ROAD 92,
 AW6570'40.0 FEET EAST OF THE CENTER OF COUNTY ROAD 48, 20.0 FEET NORTH OF
 AW6570'THE EAST-WEST FENCE LINE AND 3.0 FEET WEST OF THE WEST EDGE OF THE
 AW6570'DRAINAGE DITCH.
 AW6570'
 AW6570'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAMPBELL 1968, SET IN
 AW6570'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AW6570'WITH THE GROUND.  IT IS 29.0 FEET SOUTH OF THE CENTER OF COUNTY
 AW6570'ROAD 92, 5.2 FEET SOUTH OF AN EAST-WEST BARBED WIRE FENCE AND 4.9
 AW6570'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 AW6570'
 AW6570'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COUNTY ROAD
 AW6570'92 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AW6570'
 AW6570'THE STATION IS ON ROAD RIGHT OF WAY.
 AW6570'
 AW6570'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1405 ***********************************************************************
 DM1405  DESIGNATION -  CAMPBELL
 DM1405  PID         -  DM1405
 DM1405  STATE/COUNTY-  TX/HUNT
 DM1405  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM1405
 DM1405                         *CURRENT SURVEY CONTROL
 DM1405  ___________________________________________________________________
 DM1405* NAD 83(1993)-  33 08 58.86507(N)    095 57 03.27186(W)     ADJUSTED  
 DM1405* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 DM1405  ___________________________________________________________________
 DM1405  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DM1405  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DM1405
 DM1405  HORZ ORDER  -  SECOND
 DM1405
 DM1405.The horizontal coordinates were established by classical geodetic methods
 DM1405.and adjusted by the National Geodetic Survey in February 1996..
 DM1405
 DM1405.The orthometric height was scaled from a topographic map.
 DM1405
 DM1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1405
 DM1405.The geoid height was determined by GEOID03.
 DM1405
 DM1405;                    North         East     Units Scale Factor Converg.
 DM1405;SPC TXNC     - 2,167,336.468   837,764.418   MT  0.99987408   +1 23 24.9
 DM1405;SPC TXNC     - 7,110,669.73  2,748,565.43   sFT  0.99987408   +1 23 24.9
 DM1405;UTM  15      - 3,671,759.188   224,755.519   MT  1.00053419   -1 36 52.8
 DM1405;UTM  14      - 3,672,021.737   784,405.827   MT  1.00059742   +1 40 06.4
 DM1405
 DM1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1405!SPC TXNC     -   0.99997609  x   0.99987408  =   0.99985017
 DM1405!UTM  15      -   0.99997609  x   1.00053419  =   1.00051026
 DM1405!UTM  14      -   0.99997609  x   1.00059742  =   1.00057349
 DM1405
 DM1405|---------------------------------------------------------------------|
 DM1405| PID    Reference Object                     Distance      Geod. Az  |
 DM1405|                                                           dddmmss.s |
 DM1405| CX9113 CAMPBELL RM 1                        40.474 METERS 03303     |
 DM1405| CR1344 LONE OAK MUNICIPAL TANK             APPROX.17.1 KM 1770232.1 |
 DM1405| CX9112 CAMPBELL AZ MK                                     2884831.8 |
 DM1405| DM1406 USBM 1949                            26.889 METERS 31857     |
 DM1405| CX9114 CAMPBELL RM 2                        26.276 METERS 31912     |
 DM1405| CY2824 CAMPBELL PP                          37.700 METERS 32404     |
 DM1405|---------------------------------------------------------------------|
 DM1405
 DM1405                          SUPERSEDED SURVEY CONTROL
 DM1405
 DM1405  NAD 83(1993)-  33 08 58.86705(N)    095 57 03.26892(W) AD(       ) 2
 DM1405  NAD 83(1986)-  33 08 58.87158(N)    095 57 03.25970(W) AD(       ) 2
 DM1405  NAD 27      -  33 08 58.45900(N)    095 57 02.37500(W) AD(       ) 2
 DM1405
 DM1405.Superseded values are not recommended for survey control.
 DM1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1405.See file dsdata.txt to determine how the superseded data were derived.
 DM1405
 DM1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2475671759(NAD 83)
 DM1405_MARKER: DS = TRIANGULATION STATION DISK
 DM1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1405
 DM1405  HISTORY     - Date     Condition        Report By
 DM1405  HISTORY     - 1949     MONUMENTED       CGS
 DM1405  HISTORY     - 1957     GOOD             CGS
 DM1405  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DM1405
 DM1405                          STATION DESCRIPTION
 DM1405
 DM1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 DM1405'THE STATION IS LOCATED ABOUT 9 MILES EAST OF GREENVILLE,
 DM1405'IN THE SMALL TOWN OF CAMPBELL.  IT IS ABOUT 75 YARDS EAST
 DM1405'OF THE DEPOT, 68 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 DM1405'TRACKS, 48 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE POST
 DM1405'OFFICE BUILDING, AND 22 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 DM1405'POLE.  THE DISK IS STAMPED CAMPBELL 1949 AND IS SET FLUSH WITH
 DM1405'THE GROUND.
 DM1405'
 DM1405'REFERENCE MARK NO. 1 IS 40 FEET NORTH OF THE NORTH RAIL
 DM1405'OF THE RAILROAD TRACKS, 17 FEET EAST OF A DRIVEWAY, AND 15 FEET
 DM1405'NORTH OF THE CENTERLINE OF AN EAST-WEST STREET.  THE DISK
 DM1405'IS STAMPED CAMPBELL R.M. 1 1949 AND PROJECTS 3 INCHES.
 DM1405'
 DM1405'REFERENCE MARK NO. 2 IS 25 FEET EAST OF A NORTH-SOUTH STREET,
 DM1405'23 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, AND
 DM1405'2 FEET SOUTHEAST OF A U.S.B.M.  THE DISK IS STAMPED CAMPBELL
 DM1405'R.M. 2 1949 AND PROJECTS 6 INCHES.
 DM1405'
 DM1405'THE AZIMUTH MARK IS LOCATED IN A SMALL Y FORMED BY THE INTERSECTION
 DM1405'OF 2 STREETS.  IT IS 53 FEET SOUTH OF THE SOUTH RAIL OF THE
 DM1405'RAILROAD TRACK, 21 FEET SOUTH OF THE EAST-WEST STREET, 29
 DM1405'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH STREET, 14
 DM1405'FEET NORTHEAST OF A POWER POLE, AND 5 FEET SOUTH OF A TELEPHONE
 DM1405'POLE.  THE DISK IS STAMPED CAMPBELL 1949 AND PROJECTS 2 INCHES.
 DM1405'
 DM1405'A 3RD. ORDER TRAVERSE CONNECTION WAS MADE TO A U.S.B.M.,
 DM1405'WHICH IS LOCATED JUST NORTHWEST OF THE STATION.  IT IS 24
 DM1405'PACES NORTH OF THE NORTHWEST CORNER OF THE POST OFFICE BUILDING,
 DM1405'23 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 23
 DM1405'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH STREET, AND
 DM1405'2 FEET NORTHWEST OF R.M. NO. 2.  IT IS A 6 INCH SQUARE, STONE
 DM1405'POST WHICH PROJECTS 10 INCHES.  A SMALL CROSS AND THE LETTERS
 DM1405'U S B M ARE CUT IN THE TOP OF THE POST.  (NO INFORMATION
 DM1405'IS AVAILABLE AS TO WHICH ORGANIZATION THIS MARK BELONGS.)
 DM1405'
 DM1405'A 74 FOOT SIGNAL AT CUMBY 1935 IS VISIBLE AT 30 FEET.
 DM1405'
 DM1405'A 100 FOOT SIGNAL AT LONE OAK IS VISBLE AT 64 FEET.
 DM1405'
 DM1405'A 100 FOOT SIGNAL AT DIXON IS VISIBLE AT 64 FEET.
 DM1405'
 DM1405'A 74 FOOT SIGNAL AT SABINE IS VISIBLE AT 40 FEET.
 DM1405'
 DM1405'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DM1405
 DM1405                          STATION RECOVERY (1957)
 DM1405
 DM1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1405'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1405'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1405'TO STATION SITE ARE CORRECT.
 DM1405
 DM1405                          STATION RECOVERY (1994)
 DM1405
 DM1405'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0753 ***********************************************************************
 DQ0753  DESIGNATION -  CAMPBELL
 DQ0753  PID         -  DQ0753
 DQ0753  STATE/COUNTY-  TX/COCHRAN
 DQ0753  USGS QUAD   -  BLEDSOE NE (1970)
 DQ0753
 DQ0753                         *CURRENT SURVEY CONTROL
 DQ0753  ___________________________________________________________________
 DQ0753* NAD 83(1993)-  33 43 27.41718(N)    103 00 14.48695(W)     ADJUSTED  
 DQ0753* NAVD 88     -      1207.2    (meters)    3961.     (feet)  VERTCON   
 DQ0753  ___________________________________________________________________
 DQ0753  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 DQ0753  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DQ0753
 DQ0753  HORZ ORDER  -  FIRST
 DQ0753
 DQ0753.The horizontal coordinates were established by classical geodetic methods
 DQ0753.and adjusted by the National Geodetic Survey in February 1996..
 DQ0753
 DQ0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0753
 DQ0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0753
 DQ0753.The geoid height was determined by GEOID03.
 DQ0753
 DQ0753;                    North         East     Units Scale Factor Converg.
 DQ0753;SPC TXNC     - 2,237,121.944   182,709.473   MT  0.99994139   -2 27 23.3
 DQ0753;SPC TXNC     - 7,339,624.24    599,439.33   sFT  0.99994139   -2 27 23.3
 DQ0753;SPC NM E     -   302,870.636   288,196.371   MT  1.00009614   +0 44 17.2
 DQ0753;SPC NM E     -   993,668.08    945,524.26   sFT  1.00009614   +0 44 17.2
 DQ0753;UTM  13      - 3,733,374.481   684,931.895   MT  1.00002163   +1 06 30.5
 DQ0753
 DQ0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0753!SPC TXNC     -   0.99981412  x   0.99994139  =   0.99975552
 DQ0753!SPC NM E     -   0.99981412  x   1.00009614  =   0.99991024
 DQ0753!UTM  13      -   0.99981412  x   1.00002163  =   0.99983574
 DQ0753
 DQ0753|---------------------------------------------------------------------|
 DQ0753| PID    Reference Object                     Distance      Geod. Az  |
 DQ0753|                                                           dddmmss.s |
 DQ0753| CJ6809 CAMPBELL RM 1                                      02846     |
 DQ0753| DQ0755 BLEDSOE HIGH SCHOOL STACK           APPROX.12.0 KM 1880017.6 |
 DQ0753| CJ6810 CAMPBELL RM 2                                      30649     |
 DQ0753| CJ6808 CAMPBELL AZ MK                                     3303151.1 |
 DQ0753|---------------------------------------------------------------------|
 DQ0753
 DQ0753                          SUPERSEDED SURVEY CONTROL
 DQ0753
 DQ0753  NAD 83(1993)-  33 43 27.41858(N)    103 00 14.48679(W) AD(       ) 1
 DQ0753  NAD 83(1986)-  33 43 27.42310(N)    103 00 14.48492(W) AD(       ) 1
 DQ0753  NAD 27      -  33 43 27.06800(N)    103 00 12.70000(W) AD(       ) 1
 DQ0753  NGVD 29 (07/19/86) 1206.7    (m)         3959.     (f) VERT ANG       
 DQ0753
 DQ0753.Superseded values are not recommended for survey control.
 DQ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0753.See file dsdata.txt to determine how the superseded data were derived.
 DQ0753
 DQ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT8493233374(NAD 83)
 DQ0753_MARKER: DS = TRIANGULATION STATION DISK
 DQ0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0753
 DQ0753  HISTORY     - Date     Condition        Report By
 DQ0753  HISTORY     - 1934     MONUMENTED       CGS
 DQ0753  HISTORY     - 1938     GOOD             CGS
 DQ0753  HISTORY     - 1942     POOR             CGS
 DQ0753  HISTORY     - 1942     SEE DESCRIPTION  CGS
 DQ0753  HISTORY     - 1968     MARK NOT FOUND   USGS
 DQ0753  HISTORY     - 1969     MARK NOT FOUND   CGS
 DQ0753  HISTORY     - 1971     MARK NOT FOUND   NGS
 DQ0753
 DQ0753                          STATION DESCRIPTION
 DQ0753
 DQ0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0753'ABOUT 9 MILES SOUTH OF GOODLAND, TEX., 6.4 MILES NORTH OF BIEDSOE,
 DQ0753'TEX., 1.7 MILES SOUTH-SOUTHEAST OF THE BUILDINGS OF THE CAMPBELL
 DQ0753'RANCH, 0.1 MILE SOUTHWEST OF A T-FENCE INTERSECTION, ON THE NORTH
 DQ0753'AND WEST EDGE OF TWO SAND BLOW-OUTS IN SECTION 8, BLOCK U.
 DQ0753'TO REACH THE STATION GO FROM RAILROAD CROSSING ONE BLOCK WEST
 DQ0753'OF DEPOT IN BIEDSOE 8.0 MILES ON GRADED ROAD TO CATTLE GUARD,
 DQ0753'TURN RIGHT OFF GRADED ROAD AND GO 0.15 MILE TO CAMPBELL RANCH
 DQ0753'HOUSE, FOLLOW TRACK ROAD EAST 0.2 MILE, THEN GO SOUTH ON THE
 DQ0753'TRACK ROAD 1.7 MILES TO A SMALL SAND HILL AND STATION.  THE
 DQ0753'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 DQ0753'STANDARD DISCS SET IN CONCRETE.
 DQ0753'REFERENCE MARK NO. 1 IS 138.25 FEET (SLOPE
 DQ0753'DISTANCE) FROM STATION N 28 DEG 46 MIN E, AND NO.
 DQ0753'2 IS 111.81 FEET (SLOPE DISTANCE) FROM STATION
 DQ0753'N 53 DEG 11 MIN W.  THE AZIMUTH MARK IS 3 FEET
 DQ0753'NORTHEAST OF A SOUTHWEST CORRAL FENCE CORNER, 103.5 FEET
 DQ0753'SOUTHEAST OF THE SOUTHEAST CORNER OF THE YARD FENCE AROUND
 DQ0753'THE CAMPBELL RANCH HOUSE, AND 1.7 MILES FROM STATION
 DQ0753'N 29 DEG 28 MIN W.
 DQ0753
 DQ0753                          STATION RECOVERY (1942)
 DQ0753
 DQ0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EMH)
 DQ0753'THE DESCRIPTION SHOULD BE REVISED TO READ--TO REACH FROM BLEDSOE
 DQ0753'GO N ON GRADED ROAD 7 MILE TO OLD CATTLE GUARD.  TURN E AND
 DQ0753'GO ALONG S SIDE FENCE 0.8 MILE TO OLD BLOWNOUT TRACK ROAD.
 DQ0753'FOLLOW TRACK ROAD 0.35 MILE S.E. TO SAND HILL AND STATION.
 DQ0753'STATION IS 0.1 MILE W OF N.S. FENCE AND 0.3 MILE S OF E.W.
 DQ0753'FENCE.  STATION IS LEANING BUT BOTH STATION AND AZIMUTH MARK
 DQ0753'RECOVERED.  NO ATTEMPT MADE TO RECOVER REFERENCE MARKERS.
 DQ0753
 DQ0753                          STATION RECOVERY (1942)
 DQ0753
 DQ0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EVB)
 DQ0753'STATION IS 9 MILES N OF BLEDSOE.  STATION MARK WAS NOT
 DQ0753'SEARCHED FOR.  DISK MISSING FROM CONCRETE MONUMENT OF AZIMUTH
 DQ0753'MARK.
 DQ0753
 DQ0753                          STATION RECOVERY (1968)
 DQ0753
 DQ0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DQ0753'STATION NOT FOUND.  IT IS LOCATED IN AND HILLS AND COULD BE
 DQ0753'COVERED WITH AND BUT LOCAL INQUIRY DID NOT REVEAL ADDITIONAL
 DQ0753'INFORMATION.
 DQ0753
 DQ0753                          STATION RECOVERY (1969)
 DQ0753
 DQ0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DQ0753'STATION SEARCHED FOR BUT NOT FOUND.  STATION IS LOCATED IN THE
 DQ0753'SAND DUNES AND IT IS POSSIBLE THE MARKS ARE COVERED WITH SAND,
 DQ0753'HOWEVER ABOUT THREE HOURS WAS SPENT SEARCHING FOR THESE MARKS
 DQ0753'WITHOUT RESULTS.
 DQ0753'
 DQ0753'THE ROADS LEADING TO THE STATION FROM THE OLD CATTLE GUARD
 DQ0753'MENTIONED IN THE 1942 DESCRIPTION, IS NO LONGER PASSABLE FOR
 DQ0753'A VEHICLE.
 DQ0753'
 DQ0753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.4 MI N OF
 DQ0753'BLEDSOE.
 DQ0753
 DQ0753                          STATION RECOVERY (1971)
 DQ0753
 DQ0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DQ0753'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 DQ0753'AZIMUTH MARK WERE NOT FOUND.  IT IS BELIEVED THAT ALL THE MARKS
 DQ0753'HAVE BEEN DESTROYED.
 DQ0753'
 DQ0753'A LOCAL RESIDENT WHO HAD WORKED ON THE RANCH STATED THAT THEY HAD
 DQ0753'BROKEN UP SOME OF THE STATION SITE AREA FOR FARMING, USING A
 DQ0753'CATERPILLAR TRACTOR AND A LARGE DITCH.  ONE MARK HAD BECOME
 DQ0753'STUCK IN THE DITCH, HE IDENTIFIED IT AS THE STATION MARK.
 DQ0753'THE TWO REFERENCE MARKS WERE IN NORTHERLY DIRECTIONS FROM THE
 DQ0753'STATION MARK, AN AREA PRESENTLY UNDER CULTIVATION.  THE
 DQ0753'REMAINING SAND HILLS WERE SEARCHED WITH NO SUCCESS.
 DQ0753'
 DQ0753'THE AZIMUTH MARK DISK WAS REPORTED MISSING FROM ITS MONUMENT
 DQ0753'PREVIOUSLY.  A WORKER ON THE RANCH AT PRESENT SAID THAT HE
 DQ0753'HAD HAULED A CONCRETE BLOCK AWAY FROM THE AZIMUTH MARK LOCATION,
 DQ0753'AS IT WAS IN THE WAY OF CULTIVATION.
 DQ0753'
 DQ0753'TO REACH THE STATION SITE FROM THE COURTHOUSE IN MORTON, GO
 DQ0753'WEST ON FARM ROAD 116 FOR 16 MILES TO THE INTERSECTION WITH
 DQ0753'FARM ROAD 595 AT THE GRIFFITH COTTON GIN, TURN LEFT AND GO
 DQ0753'SOUTH ON FARM ROAD 595 FOR 1.0 MILE TO THE CAMPBELL RANCH
 DQ0753'HOUSE ON THE LEFT, CONTINUE STRAIGHT AHEAD SOUTH FOR 1.45
 DQ0753'MILES TO A ROW OF POWER POLE AND A TRACK FIELD ROAD LEADING
 DQ0753'EAST, TURN LEFT AND FOLLOW TRACK ROAD FOR 0.55 MILE, THEN PACK
 DQ0753'SOUTH ACROSS THE FIELD 0.15 MILE TO THE HIGHEST PART OF THE
 DQ0753'SAND DUNES AND THE APPROXIMATE LOCATION OF THE STATION.
 DQ0753'
 DQ0753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.4 MILES
 DQ0753'NORTH OF BLEDSOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1076 ***********************************************************************
 GK1076  DESIGNATION -  CAMPBELL
 GK1076  PID         -  GK1076
 GK1076  STATE/COUNTY-  TX/OCHILTREE
 GK1076  USGS QUAD   -  PERRYTON NW (1973)
 GK1076
 GK1076                         *CURRENT SURVEY CONTROL
 GK1076  ___________________________________________________________________
 GK1076* NAD 83(1993)-  36 28 10.89279(N)    100 54 30.35470(W)     ADJUSTED  
 GK1076* NAVD 88     -       906.7    (meters)    2975.     (feet)  VERTCON   
 GK1076  ___________________________________________________________________
 GK1076  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 GK1076  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 GK1076
 GK1076  HORZ ORDER  -  FIRST
 GK1076
 GK1076.The horizontal coordinates were established by classical geodetic methods
 GK1076.and adjusted by the National Geodetic Survey in February 1996..
 GK1076
 GK1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1076
 GK1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1076
 GK1076.The geoid height was determined by GEOID03.
 GK1076
 GK1076;                    North         East     Units Scale Factor Converg.
 GK1076;SPC TX N     - 1,274,156.558   253,023.780   MT  1.00007938   +0 20 34.2
 GK1076;SPC TX N     - 4,180,295.31    830,128.85   sFT  1.00007938   +0 20 34.2
 GK1076;SPC OK N     -   166,972.559   339,378.476   MT  0.99995928   -1 42 59.0
 GK1076;SPC OK N     -   547,809.14  1,113,444.22   sFT  0.99995928   -1 42 59.0
 GK1076;UTM  14      - 4,037,739.249   329,013.937   MT  0.99996022   -1 08 04.7
 GK1076
 GK1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1076!SPC TX N     -   0.99986201  x   1.00007938  =   0.99994138
 GK1076!SPC OK N     -   0.99986201  x   0.99995928  =   0.99982129
 GK1076!UTM  14      -   0.99986201  x   0.99996022  =   0.99982223
 GK1076
 GK1076:                Primary Azimuth Mark                     Grid Az
 GK1076:SPC TX N     -  PERRYTON NORTH MUNICIPAL TANK            129 20 21.3
 GK1076:SPC OK N     -  PERRYTON NORTH MUNICIPAL TANK            131 23 54.5
 GK1076:UTM  14      -  PERRYTON NORTH MUNICIPAL TANK            130 49 00.2
 GK1076
 GK1076|---------------------------------------------------------------------|
 GK1076| PID    Reference Object                     Distance      Geod. Az  |
 GK1076|                                                           dddmmss.s |
 GK1076| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX.12.1 KM 1294055.5 |
 GK1076| GK1065 PERRYTON SOUTH MUNICIPAL TANK       APPROX.13.1 KM 1325707.4 |
 GK1076| CK9122 CAMPBELL RM 3                        30.380 METERS 14038     |
 GK1076| CK9120 CAMPBELL RM 1                        23.650 METERS 17935     |
 GK1076| GK1070 FARNSWORTH BATMAN GRAIN ELEV        APPROX.17.3 KM 1974917.9 |
 GK1076| GK1071 FARNSWORTH PERRYTN EQUITY ELEV      APPROX.17.6 KM 1982800.0 |
 GK1076| CK9123 CAMPBELL RM 4                        29.060 METERS 21428     |
 GK1076| CK9121 CAMPBELL RM 2 AZIMUTH                              2682211.1 |
 GK1076|---------------------------------------------------------------------|
 GK1076
 GK1076                          SUPERSEDED SURVEY CONTROL
 GK1076
 GK1076  NAD 83(1993)-  36 28 10.89281(N)    100 54 30.35467(W) AD(       ) 1
 GK1076  NAD 83(1986)-  36 28 10.89782(N)    100 54 30.34240(W) AD(       ) 1
 GK1076  NAD 27      -  36 28 10.79100(N)    100 54 28.79200(W) AD(       ) 1
 GK1076  NGVD 29 (07/19/86)  906.3    (m)         2973.     (f) VERT ANG       
 GK1076
 GK1076.Superseded values are not recommended for survey control.
 GK1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1076.See file dsdata.txt to determine how the superseded data were derived.
 GK1076
 GK1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2901437739(NAD 83)
 GK1076_MARKER: DS = TRIANGULATION STATION DISK
 GK1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1076
 GK1076  HISTORY     - Date     Condition        Report By
 GK1076  HISTORY     - 1931     MONUMENTED       CGS
 GK1076  HISTORY     - 1952     GOOD             CGS
 GK1076  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK1076
 GK1076                          STATION DESCRIPTION
 GK1076
 GK1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK1076'STATION IS ABOUT 7-1/2 MILES NW OF PERRYTON, 10 MILES E OF
 GK1076'THE HANSFORD-OCHILTREE COUNTY LINE, 2 MILES S OF TEXAS-OKLAHOMA
 GK1076'STATE LINE, ON LAND OWNED AND OCCUPIED BY H.B. CAMPBELL.  STATION
 GK1076'IS IN SE CORNER OF PASTURE LAND, 37.82 METERS (124.1 FEET) W
 GK1076'OF SW CORNER OF HOUSE AND 33-1/4 METERS (109 FEET) N OF CENTER
 GK1076'LINE OF ROAD.
 GK1076'
 GK1076'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK1076'DISKS SET IN CONCRETE.
 GK1076'
 GK1076'REFERENCE MARK NO. 1 IS 1 FOOT N OF FENCE, 9.6 METERS (31 FEET)
 GK1076'N OF CENTER LINE OF ROAD, AND 23.65 METERS (77.6 FEET) FROM
 GK1076'STATION S 00 DEG 25 MIN E.
 GK1076'
 GK1076'REFERENCE MARK NO. 2 IS N OF ROAD, 1 FOOT N OF FENCE, ABOUT
 GK1076'35 FEET E OF FENCE CORNER, AND 0.48 MILE (SPEEDOMETER) FROM
 GK1076'STATION.
 GK1076'
 GK1076'TO REACH STATION FROM PERRYTON GO N ON U.S. HIGHWAY 83, 4.6
 GK1076'MILES FROM RAILROAD CROSSING, TURN LEFT (W) ON GRADED DIRT ROAD
 GK1076'AND CONTINUE W 5.7 MILES TO WHITE RANCH HOUSE WITH RED WINDMILL
 GK1076'AND SHED IN BARNYARD ON RIGHT OF ROAD.
 GK1076
 GK1076                          STATION RECOVERY (1952)
 GK1076
 GK1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1076'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GK1076'REFERENCE MARK NUMBER 2 WAS RECOVERED AND IN GOOD CONDITION AND
 GK1076'WILL SERVE AS THE AZIMUTH MARK AS WILL BE DESCRIBED LATER.
 GK1076'REFERENCE MARK NUMBER ONE HAS BEEN DESTROYED.  NEW REFERENCE
 GK1076'MARKS, NUMBERS 3 AND 4, WERE ESTABLISHED AND WILL BE DESCRIBED
 GK1076'LATER.  THE SURFACE STATION MARK WAS REMOVED AND PLACED 16
 GK1076'INCHES UNDER GROUND.  THIS WAS UNDER TAKEN AT THE REQUEST OF THE
 GK1076'PRESENT PROPERTY OWNER, MR. R.W. HALEY.  A COMPLETE
 GK1076'DESCRIPTION FOLLOWS.
 GK1076'
 GK1076'THE STATION IS LOCATED IN A CULTIVATED FIELD ON MR. R.W. HALEYS
 GK1076'RANCH.  IT IS ABOUT 2 MILES AIRLINE SOUTH OF THE TEXAS-OKLAHOMA
 GK1076'STATE LINE, ABOUT 8 MILES AIRLINE NORTHWEST OF PERRYTON, ABOUT
 GK1076'7-3/4 MILES AIRLINE NORTH OF LORD, AND ABOUT 14 MILES AIRLINE
 GK1076'NORTH-NORTHEAST OF THE VILLAGE OF WAKA.
 GK1076'
 GK1076'THE STATION IS 106-1/2 FEET NORTH OF THE CENTER LINE OF THE
 GK1076'ROAD, 77-1/2 FEET NORTH OF THE EAST-WEST FENCE, 65 FEET WEST
 GK1076'OF THE NORTH-SOUTH FENCE, 125 FEET WEST OF THE SOUTHWEST CORNER
 GK1076'OF THE FARM HOUSE, AND IN THE SOUTHEAST CORNER OF A CULTIVATED
 GK1076'FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 GK1076'POST THAT IS 24-INCHES IN DIAMETER AND IS 16 INCHES BELOW THE
 GK1076'SURFACE.  THE DISK IS STAMPED--CAMPBELL 1931.
 GK1076'
 GK1076'REFERENCE MARK NUMBER THREE IS IN THE SOUTHEAST CORNER OF THE
 GK1076'FIELD, 32-1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2
 GK1076'FEET NORTHWEST OF THE CORNER POST AND ABOUT 2 FEET HIGHER THAN
 GK1076'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A ROUND
 GK1076'CONCRETE POST THAT IS 10-INCHES IN DIAMETER AND PROJECTS 6
 GK1076'INCHES.  THE DISK IS STAMPED--CAMPBELL NO 3 1931 1952.
 GK1076'
 GK1076'REFERENCE MARK NUMBER FOUR IS IN THE EAST-WEST FENCE LINE,
 GK1076'27 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET
 GK1076'HIGHER THAN THE STATION.  IT IS A STANDARD DISK SET IN THE
 GK1076'TOP OF A ROUND CONCRETE POST THAT IS 10-INCHES IN DIAMETER
 GK1076'AND PROJECTS 6 INCHES.  THE DISK IS STAMPED--CAMPBELL NO 4 1931
 GK1076'1952.
 GK1076'
 GK1076'THE AZIMUTH MARK WILL BE REFERENCE MARK NUMBER TWO.  IT IS IN
 GK1076'THE SOUTHWEST CORNER OF THE FIELD, 28 FEET NORTH OF THE CENTER
 GK1076'LINE OF THE EAST-WEST ROAD, 60 FEET EAST OF THE CENTER LINE
 GK1076'OF THE NORTH-SOUTH ROAD, 11 FEET NORTH OF THE NORTH END OF A
 GK1076'STEEL CULVERT.  IT IS A STANDARD DISK SET IN THE TOP OF A 16-INCH
 GK1076'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE DISK IS
 GK1076'STAMPED--CAMPBELL NO 2 1931.  TO REACH THE MARK FROM THE
 GK1076'STATION GO WEST ON THE ROAD FOR 0.5 MILE TO THE MARK ON THE
 GK1076'RIGHT.
 GK1076'
 GK1076'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 GK1076'STATE HIGHWAY 117 IN THE NORTH EDGE OF PERRYTON GO WEST-SOUTHWEST
 GK1076'ON STATE HIGHWAY 117 FOR 0.4 MILE TO A FORK.  TAKE THE RIGHT
 GK1076'FORK, WEST, FOR 6.0 MILES TO A T-ROAD RIGHT.  TURN RIGHT, NORTH,
 GK1076'AND GO 5.7 MILES TO A CROSS ROAD.  TURN RIGHT, EAST, AND GO
 GK1076'0.5 MILE TO A FARM HOUSE AND THE STATION ON THE LEFT.
 GK1076'
 GK1076'OBSERVED FROM A 25 FOOT WOOD TOWER.
 GK1076
 GK1076                          STATION RECOVERY (1973)
 GK1076
 GK1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 GK1076'A SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT FOUND.  SINCE
 GK1076'R.M. NO. 4 HAS BEEN DESTROYED R.M. NO. 3, IN GOOD CONDITION,
 GK1076'WAS THE ONLY GOOD LOCAL OBJECT TO MEASURE FROM AND THE SEARCH
 GK1076'WAS NOT TOO CONFINED.  THE AZIMUTH MARK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1090 ***********************************************************************
 CA1090  DESIGNATION -  CAMPBELL ET
 CA1090  PID         -  CA1090
 CA1090  STATE/COUNTY-  TX/SAN SABA
 CA1090  USGS QUAD   -  PECAN SPRINGS (1979)
 CA1090
 CA1090                         *CURRENT SURVEY CONTROL
 CA1090  ___________________________________________________________________
 CA1090* NAD 83(1993)-  31 05 22.80779(N)    099 04 15.27646(W)     ADJUSTED  
 CA1090* NAVD 88     -       545.4    (meters)    1789.     (feet)  VERTCON   
 CA1090  ___________________________________________________________________
 CA1090  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CA1090  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CA1090
 CA1090  HORZ ORDER  -  THIRD
 CA1090
 CA1090.The horizontal coordinates were established by classical geodetic methods
 CA1090.and adjusted by the National Geodetic Survey in February 1996..
 CA1090
 CA1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1090
 CA1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1090
 CA1090.The geoid height was determined by GEOID03.
 CA1090
 CA1090;                    North         East     Units Scale Factor Converg.
 CA1090;SPC TX C     - 3,158,430.427   820,437.145   MT  0.99988292   +0 39 00.8
 CA1090;SPC TX C     -10,362,283.83  2,691,717.53   sFT  0.99988292   +0 39 00.8
 CA1090;UTM  14      - 3,439,541.723   493,236.831   MT  0.99960056   -0 02 11.8
 CA1090
 CA1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1090!SPC TX C     -   0.99991806  x   0.99988292  =   0.99980099
 CA1090!UTM  14      -   0.99991806  x   0.99960056  =   0.99951865
 CA1090
 CA1090:                Primary Azimuth Mark                     Grid Az
 CA1090:SPC TX C     -  VOCA                                     250 52 41.3
 CA1090:UTM  14      -  VOCA                                     251 33 53.9
 CA1090
 CA1090|---------------------------------------------------------------------|
 CA1090| PID    Reference Object                     Distance      Geod. Az  |
 CA1090|                                                           dddmmss.s |
 CA1090| CA1091 VOCA                                APPROX. 8.5 KM 2513142.1 |
 CA1090|---------------------------------------------------------------------|
 CA1090
 CA1090                          SUPERSEDED SURVEY CONTROL
 CA1090
 CA1090  NAD 83(1986)-  31 05 22.81749(N)    099 04 15.26144(W) AD(       ) 3
 CA1090  NAD 27      -  31 05 22.21896(N)    099 04 14.08635(W) AD(       ) 3
 CA1090  NGVD 29 (07/19/86)  545.3    (m)         1789.     (f) VERT ANG       
 CA1090
 CA1090.Superseded values are not recommended for survey control.
 CA1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1090.See file dsdata.txt to determine how the superseded data were derived.
 CA1090
 CA1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV9323739542(NAD 83)
 CA1090_MARKER: DD = SURVEY DISK
 CA1090_SETTING: 0 = UNSPECIFIED SETTING
 CA1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1090
 CA1090  HISTORY     - Date     Condition        Report By
 CA1090  HISTORY     - 1961     MONUMENTED       USGS
 CA1090
 CA1090                          STATION DESCRIPTION
 CA1090
 CA1090'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CA1090'LOCATED ABOUT 15.7 MI. (AIRLINE) E. OF BRADY, TEXAS, AND 14.7 MI.
 CA1090'(AIRLINE) SW. OF RICHLAND SPRINGS, TEXAS, AT N. END OF A PROMINENT
 CA1090'HILL OVERLOOKING THE HARRIS RANCH HEADQUARTERS.
 CA1090'
 CA1090'TO REACH STATION FROM COURTHOUSE AT BRADY, TEXAS, DRIVE S. ALONG U.S.
 CA1090'HIGHWAY 87-377 2.8 MI. TO THE JUNCTION OF RANCH ROAD 734, TURN E. AND
 CA1090'GO 7.5 MI. TO JUNCTION OF DIRT RD. LEADING E., TURN ONTO DIRT RD. AND
 CA1090'CONTINUE 11 MI. ALTERNATELY CHANGING DIRECTIONS FROM E. TO N. AND FROM
 CA1090'N. TO E., TO GATE LEADING INTO HARRIS RANCH, PASSING THROUGH GATE GO
 CA1090'1.7 MI. TO RANCH HOUSE, OBTAIN KEY TO LOCKED GATE IN E. FENCE OF YARD,
 CA1090'GO THROUGH GATE AND DRIVE E. UP HILL AND STATION.
 CA1090'
 CA1090'STATION MARK--STANDARD TABLET CEMENTED ON TOP OF CONCRETE POST
 CA1090'PROJECTING 0.2 FT. ABOVE GROUND, STAMPED ---CAMPBELL-ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2239 ***********************************************************************
 AN2239  DESIGNATION -  CAMPBELL P F WINDMILL
 AN2239  PID         -  AN2239
 AN2239  STATE/COUNTY-  TX/JACKSON
 AN2239  USGS QUAD   -  TURTLE BAY (1995)
 AN2239
 AN2239                         *CURRENT SURVEY CONTROL
 AN2239  ___________________________________________________________________
 AN2239* NAD 83(1993)-  28 41 50.15200(N)    096 19 28.35011(W)     ADJUSTED  
 AN2239* NAVD 88     -                                                        
 AN2239  ___________________________________________________________________
 AN2239  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AN2239  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN2239
 AN2239  HORZ ORDER  -  THIRD
 AN2239
 AN2239.The horizontal coordinates were established by classical geodetic methods
 AN2239.and adjusted by the National Geodetic Survey in February 1996..
 AN2239
 AN2239
 AN2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2239
 AN2239.The geoid height was determined by GEOID03.
 AN2239
 AN2239;                    North         East     Units Scale Factor Converg.
 AN2239;SPC TXSC     - 4,098,738.629   861,407.216   MT  0.99992471   +1 18 38.7
 AN2239;SPC TXSC     -13,447,278.32  2,826,133.51   sFT  0.99992471   +1 18 38.7
 AN2239;UTM  14      - 3,177,377.796   761,396.679   MT  1.00044332   +1 17 07.6
 AN2239
 AN2239                          SUPERSEDED SURVEY CONTROL
 AN2239
 AN2239  NAD 83(1986)-  28 41 50.16076(N)    096 19 28.32874(W) AD(       ) 4
 AN2239  NAD 27      -  28 41 49.18600(N)    096 19 27.43800(W) AD(       ) 3
 AN2239
 AN2239.Superseded values are not recommended for survey control.
 AN2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2239.See file dsdata.txt to determine how the superseded data were derived.
 AN2239
 AN2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6139777378(NAD 83)
 AN2239_MARKER: 66 = WINDMILL
 AN2239
 AN2239  HISTORY     - Date     Condition        Report By
 AN2239  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2239
 AN2239                          STATION DESCRIPTION
 AN2239
 AN2239'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0632 ***********************************************************************
 AO0632  DESIGNATION -  CAMPBELL RM 1
 AO0632  PID         -  AO0632
 AO0632  STATE/COUNTY-  TX/ATASCOSA
 AO0632  USGS QUAD   -  CROSS NE (1969)
 AO0632
 AO0632                         *CURRENT SURVEY CONTROL
 AO0632  ___________________________________________________________________
 AO0632* NAD 83(1993)-  28 44 42.22239(N)    098 35 25.45373(W)     ADJUSTED  
 AO0632* NAVD 88     -       139.49   (+/-2cm)     457.6    (feet)  VERTCON   
 AO0632  ___________________________________________________________________
 AO0632  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AO0632  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AO0632
 AO0632  HORZ ORDER  -  FIRST
 AO0632  VERT ORDER  -  THIRD ? (See Below)
 AO0632
 AO0632.The horizontal coordinates were established by classical geodetic methods
 AO0632.and adjusted by the National Geodetic Survey in February 1996..
 AO0632
 AO0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0632.The vertical order pertains to the NGVD 29 superseded value.
 AO0632
 AO0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0632
 AO0632.The geoid height was determined by GEOID03.
 AO0632
 AO0632;                    North         East     Units Scale Factor Converg.
 AO0632;SPC TXSC     - 4,101,115.492   640,004.692   MT  0.99991584   +0 12 02.4
 AO0632;SPC TXSC     -13,455,076.41  2,099,748.73   sFT  0.99991584   +0 12 02.4
 AO0632;UTM  14      - 3,179,809.927   539,992.322   MT  0.99961974   +0 11 49.1
 AO0632
 AO0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0632!SPC TXSC     -   0.99998208  x   0.99991584  =   0.99989793
 AO0632!UTM  14      -   0.99998208  x   0.99961974  =   0.99960183
 AO0632
 AO0632:                Primary Azimuth Mark                     Grid Az
 AO0632:SPC TXSC     -  CAMPBELL RM 1 AZ MK 2                    117 51 31.5
 AO0632:UTM  14      -  CAMPBELL RM 1 AZ MK 2                    117 51 44.8
 AO0632
 AO0632|---------------------------------------------------------------------|
 AO0632| PID    Reference Object                     Distance      Geod. Az  |
 AO0632|                                                           dddmmss.s |
 AO0632| CV4443 CAMPBELL RM 1 AZ MK 2                              1180333.9 |
 AO0632| CV4444 CAMPBELL RM 1 AZ MK 3                              1511815.0 |
 AO0632|---------------------------------------------------------------------|
 AO0632
 AO0632                          SUPERSEDED SURVEY CONTROL
 AO0632
 AO0632  NAD 83(1986)-  28 44 42.22742(N)    098 35 25.43028(W) AD(       ) 1
 AO0632  NAD 27      -  28 44 41.29410(N)    098 35 24.35578(W) AD(       ) 1
 AO0632  NGVD 29 (07/19/86)  139.44   (m)          457.5    (f) LEVELING    3  
 AO0632
 AO0632.Superseded values are not recommended for survey control.
 AO0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0632.See file dsdata.txt to determine how the superseded data were derived.
 AO0632
 AO0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS3999279810(NAD 83)
 AO0632_MARKER: DR = REFERENCE MARK DISK
 AO0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0632
 AO0632  HISTORY     - Date     Condition        Report By
 AO0632  HISTORY     - 1975     MONUMENTED       NGS
 AO0632
 AO0632                          STATION DESCRIPTION
 AO0632
 AO0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 AO0632'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHWEST OF
 AO0632'JOURDANTON, 11 MILES SOUTHEAST OF CHARLOTTE, 6 MILES SOUTHWEST OF
 AO0632'CHRISTINE AND ON LAND OWNED BY MR. TRAVIS L. PEELER, CHRISTINE,
 AO0632'TEXAS, TELEPHONE NUMBER 784-3227.
 AO0632'
 AO0632'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND 97
 AO0632'IN JOURDANTON, GO SOUTH ON STATE HIGHWAY 16 FOR 9.2 MILES TO THE
 AO0632'JUNCTION WITH FARM ROAD 140, CONTINUE SOUTH ON STATE HIGHWAY 16 FOR
 AO0632'2.1 MILES TO AN IRON GATE ON THE RIGHT, THIS GATE IS LOCKED.  TURN
 AO0632'RIGHT AND GO WEST ON A SAND ROAD FOR 1.05 MILES TO A SIDE ROAD
 AO0632'LEFT AND GATES ON BOTH SIDE OF THE ROAD, CONTINUE WEST FOR 0.6
 AO0632'MILE TO A GATE AND A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR
 AO0632'0.3 MILE TO A WIRE GATE, PASS THROUGH GATE, THEN TURN RIGHT AND
 AO0632'GO SOUTHWEST ON A TRACK ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT.
 AO0632'TURN RIGHT AND GO WESTERLY FOR 0.2 MILE TO A WIRE GATE, PASS
 AO0632'THROUGH GATE AND CONTINUE WEST ON TRACK ROAD FOR 0.2 MILE TO
 AO0632'A CROSSROAD, CONTINUE WESTERLY ON TRACK ROAD FOR 0.35 MILE TO A
 AO0632'SIDE ROAD LEFT, CONTINUE WESTERLY FOR 0.5 MILE TO WHERE MAIN ROAD
 AO0632'TURNS RIGHT, TURN RIGHT AND CONTINUE ON MAIN ROAD, PASSING
 AO0632'UNDER POWERLINE, FOR 0.45 MILE TO A GATE ON THE LEFT.  TURN
 AO0632'LEFT, PASSING THROUGH GATE AND GO SOUTH ON TRACK ROAD FOR
 AO0632'0.05 MILE TO A LOCKED GATE, PASS THROUGH GATE AND GO SOUTH FOR
 AO0632'0.05 MILE TO THE STATION ON THE LEFT.
 AO0632'
 AO0632'TO REACH THE AZIMUTH MARKS AND 41 BE USGS FROM THE STATION, GO
 AO0632'SOUTH ON A TRACK ROAD FOR 0.2 MILE TO A GATE, PASS THROUGH GATE AND
 AO0632'CONTINUE SOUTH FOR 0.3 MILE TO A FENCE CORNER AND GATE ON THE
 AO0632'RIGHT.  (TURN LEFT AND GO EAST ON A FIELD ROAD FOR 0.25 MILE TO
 AO0632'AZIMUTH MARK 3 ON THE RIGHT, CONTINUE EAST ON THE FIELD ROAD FOR
 AO0632'0.25 MILE TO A FENCE CORNER, TURN LEFT AND GO NORTH ON FIELD
 AO0632'ROAD FOR 0.2 MILE TO AZIMUTH MARK 2 ON THE RIGHT.) PASS THROUGH
 AO0632'GATE AND THEN TURN LEFT AND GO SOUTH FOR 0.05 MILE TO AZIMUTH
 AO0632'MARK 1952 ON THE RIGHT, CONTINUE SOUTH ON TRACK ROAD FOR 0.3 MILE
 AO0632'TO A LOCKED GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH FOR 0.3
 AO0632'MILE TO A HOUSE ON THE RIGHT AND THE USGS MARK ON THE LEFT.
 AO0632'
 AO0632'STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED CAMPBELL NO 1
 AO0632'1952, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0632'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET
 AO0632'WEST OF A FENCELINE AND 32 FEET EAST OF THE CENTER OF THE TRACK
 AO0632'ROAD.
 AO0632'
 AO0632'STATION CAMPBELL MARKS ARE STANDARD DISKS STAMPED CAMPBELL
 AO0632'1952.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AO0632'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 AO0632'SURFACE.  IT IS 43 FEET WEST OF THE CENTER OF THE TRACK ROAD, 21
 AO0632'FEET EAST OF A FENCELINE AND POWERLINE POLE, 13 FEET
 AO0632'WEST-SOUTHWEST OF A 4 BY 4 WOODEN WITNESS POST AND 5 FEET
 AO0632'EAST-SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 AO0632'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 AO0632'BELOW THE GROUND SURFACE.
 AO0632'
 AO0632'REFERENCE MARK 2, A STANDARD DISK STAMPED CAMPBELL NO 2 1952, IS
 AO0632'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AO0632'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET WEST OF
 AO0632'THE CENTER OF THE TRACK ROAD, 27 FEET NORTH OF THE CENTER OF A
 AO0632'WIRE GATE AND 3 FEET EAST OF A FENCELINE.
 AO0632'
 AO0632'AZIMUTH MARK, A STANDARD DISK STAMPED CAMPBELL 1952, IS SET IN THE
 AO0632'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 AO0632'INCHES ABOVE THE GROUND SURFACE.  IT IS 16 FEET WEST OF A TRACK
 AO0632'ROAD AND 2.5 FEET SOUTHEAST OF A 4 BY 4 WOODEN POST.
 AO0632'
 AO0632'AZIMUTH MARK 2, A STANDARD REFERENCE MARK DISK STAMPED CAMPBELL NO
 AO0632'1 1952 AZ 2 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AO0632'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND
 AO0632'SURFACE.  IT IS 8 FEET EAST OF THE FIELD ROAD, 3 FEET
 AO0632'NORTH-NORTHWEST OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 AO0632'FENCELINE.
 AO0632'
 AO0632'AZIMUTH MARK 3, A STANDARD REFERENCE MARK DISK STAMPED CAMPBELL NO
 AO0632'1 1952 AZ 3 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AO0632'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND
 AO0632'SURFACE.  IT IS 10 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 2
 AO0632'FEET WEST-NORTHWEST OF A METAL WITNESS POST AND 1.5 FEET NORTH
 AO0632'OF A FENCELINE.
 AO0632'
 AO0632'41 BE USGS, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED 41
 AO0632'BE 1952 443 TTI AB, IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 AO0632'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 9
 AO0632'FEET SOUTHEAST OF THE CENTER OF A CATTLE GUARD, 8 FEET SOUTH OF
 AO0632'THE CENTER OF A TRACK ROAD AND 2 FEET WEST OF A FENCE.
 AO0632'
 AO0632'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0567 ***********************************************************************
 AO0567  DESIGNATION -  CAMPBELLTON MUNICIPAL TANK
 AO0567  PID         -  AO0567
 AO0567  STATE/COUNTY-  TX/ATASCOSA
 AO0567  USGS QUAD   -  WHITSETT (1984)
 AO0567
 AO0567                         *CURRENT SURVEY CONTROL
 AO0567  ___________________________________________________________________
 AO0567* NAD 83(1993)-  28 44 45.94801(N)    098 18 20.50382(W)     ADJUSTED  
 AO0567* NAVD 88     -                                                        
 AO0567  ___________________________________________________________________
 AO0567  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AO0567  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AO0567
 AO0567  HORZ ORDER  -  THIRD
 AO0567
 AO0567.The horizontal coordinates were established by classical geodetic methods
 AO0567.and adjusted by the National Geodetic Survey in February 1996..
 AO0567
 AO0567
 AO0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0567
 AO0567.The geoid height was determined by GEOID03.
 AO0567
 AO0567;                    North         East     Units Scale Factor Converg.
 AO0567;SPC TXSC     - 4,101,361.415   667,810.818   MT  0.99991566   +0 20 24.5
 AO0567;SPC TXSC     -13,455,883.24  2,190,975.99   sFT  0.99991566   +0 20 24.5
 AO0567;UTM  14      - 3,180,053.377   567,790.707   MT  0.99965671   +0 20 02.1
 AO0567
 AO0567                          SUPERSEDED SURVEY CONTROL
 AO0567
 AO0567  NAD 83(1986)-  28 44 45.95223(N)    098 18 20.48117(W) AD(       ) 4
 AO0567  NAD 27      -  28 44 45.01700(N)    098 18 19.44100(W) AD(       ) 3
 AO0567
 AO0567.Superseded values are not recommended for survey control.
 AO0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0567.See file dsdata.txt to determine how the superseded data were derived.
 AO0567
 AO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS6779180053(NAD 83)
 AO0567_MARKER: 53 = ELEVATED TANK
 AO0567
 AO0567  HISTORY     - Date     Condition        Report By
 AO0567  HISTORY     - 1952     FIRST OBSERVED   CGS
 AO0567
 AO0567                          STATION DESCRIPTION
 AO0567
 AO0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0567'LOCATED ON THE NORTH SIDE OF CAMPBELLTON AT THE CITY WATER
 AO0567'WORKS.  STATION IS THE SMALL CYLINDRICAL TANK SUPPORTED BY
 AO0567'FOUR STEEL LEGS.  IT IS ABOUT 75 FEET HIGH.  THE TOP-CENTER
 AO0567'OF THE TANK WAS OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0568 ***********************************************************************
 AO0568  DESIGNATION -  CAMPBELLTON RESET
 AO0568  PID         -  AO0568
 AO0568  STATE/COUNTY-  TX/ATASCOSA
 AO0568  USGS QUAD   -  WHITSETT (1984)
 AO0568
 AO0568                         *CURRENT SURVEY CONTROL
 AO0568  ___________________________________________________________________
 AO0568* NAD 83(1993)-  28 44 24.45759(N)    098 19 23.32871(W)     ADJUSTED  
 AO0568* NAVD 88     -        93.6    (meters)     307.     (feet)  VERTCON   
 AO0568  ___________________________________________________________________
 AO0568  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AO0568  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AO0568
 AO0568  HORZ ORDER  -  FIRST
 AO0568
 AO0568.The horizontal coordinates were established by classical geodetic methods
 AO0568.and adjusted by the National Geodetic Survey in February 1996..
 AO0568
 AO0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0568
 AO0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0568
 AO0568.The geoid height was determined by GEOID03.
 AO0568
 AO0568;                    North         East     Units Scale Factor Converg.
 AO0568;SPC TXSC     - 4,100,689.874   666,110.239   MT  0.99991673   +0 19 53.8
 AO0568;SPC TXSC     -13,453,680.03  2,185,396.68   sFT  0.99991673   +0 19 53.8
 AO0568;UTM  14      - 3,179,382.195   566,090.500   MT  0.99965390   +0 19 31.7
 AO0568
 AO0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0568!SPC TXSC     -   0.99998936  x   0.99991673  =   0.99990609
 AO0568!UTM  14      -   0.99998936  x   0.99965390  =   0.99964326
 AO0568
 AO0568:                Primary Azimuth Mark                     Grid Az
 AO0568:SPC TXSC     -  CAMPBELLTON AZ MK 2                      049 35 55.8
 AO0568:UTM  14      -  CAMPBELLTON AZ MK 2                      049 36 17.9
 AO0568
 AO0568|---------------------------------------------------------------------|
 AO0568| PID    Reference Object                     Distance      Geod. Az  |
 AO0568|                                                           dddmmss.s |
 AO0568| CV4449 CAMPBELLTON AZ MK 2                                0495549.6 |
 AO0568| CV4448 CAMPBELLTON AZ MK                                  0540132.9 |
 AO0568| AO0567 CAMPBELLTON MUNICIPAL TANK          APPROX. 1.8 KM 0684659.3 |
 AO0568| CV4450 CAMPBELLTON RM 1                     27.386 METERS 12633     |
 AO0568| CV4451 CAMPBELLTON RM 2                     23.125 METERS 22610     |
 AO0568| CV4452 CAMPBELLTON RM 3                     18.421 METERS 30737     |
 AO0568|---------------------------------------------------------------------|
 AO0568
 AO0568                          SUPERSEDED SURVEY CONTROL
 AO0568
 AO0568  NAD 83(1986)-  28 44 24.46193(N)    098 19 23.30595(W) AD(       ) 1
 AO0568  NAD 27      -  28 44 23.52600(N)    098 19 22.26400(W) AD(       ) 1
 AO0568  NGVD 29 (07/28/98)   93.6    (m)          307.     (f) VERT ANG       
 AO0568
 AO0568.Superseded values are not recommended for survey control.
 AO0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0568.See file dsdata.txt to determine how the superseded data were derived.
 AO0568
 AO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS6609179382(NAD 83)
 AO0568_MARKER: DS = TRIANGULATION STATION DISK
 AO0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0568
 AO0568  HISTORY     - Date     Condition        Report By
 AO0568  HISTORY     - 1968     MONUMENTED       CGS
 AO0568
 AO0568                          STATION DESCRIPTION
 AO0568
 AO0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 AO0568'DESCRIPTION AND POSITION LISTED IN NGS QUAD 28098-1, STATION 1004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0138 ***********************************************************************
 AN0138  DESIGNATION -  CAMPO
 AN0138  PID         -  AN0138
 AN0138  STATE/COUNTY-  TX/CALHOUN
 AN0138  USGS QUAD   -  TURTLE BAY (1995)
 AN0138
 AN0138                         *CURRENT SURVEY CONTROL
 AN0138  ___________________________________________________________________
 AN0138* NAD 83(1993)-  28 39 37.17136(N)    096 21 33.75878(W)     ADJUSTED  
 AN0138* NAVD 88     -         1.47   (+/-2cm)       4.8    (feet)  VERTCON   
 AN0138  ___________________________________________________________________
 AN0138  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AN0138  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0138
 AN0138  HORZ ORDER  -  SECOND
 AN0138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0138
 AN0138.The horizontal coordinates were established by classical geodetic methods
 AN0138.and adjusted by the National Geodetic Survey in February 1996..
 AN0138
 AN0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0138.The vertical order pertains to the NGVD 29 superseded value.
 AN0138
 AN0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0138
 AN0138.The geoid height was determined by GEOID03.
 AN0138
 AN0138;                    North         East     Units Scale Factor Converg.
 AN0138;SPC TXSC     - 4,094,568.634   858,096.575   MT  0.99993203   +1 17 37.2
 AN0138;SPC TXSC     -13,433,597.26  2,815,271.85   sFT  0.99993203   +1 17 37.2
 AN0138;UTM  14      - 3,173,207.195   758,082.483   MT  1.00042207   +1 16 01.9
 AN0138
 AN0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0138!SPC TXSC     -   1.00000399  x   0.99993203  =   0.99993602
 AN0138!UTM  14      -   1.00000399  x   1.00042207  =   1.00042606
 AN0138
 AN0138|---------------------------------------------------------------------|
 AN0138| PID    Reference Object                     Distance      Geod. Az  |
 AN0138|                                                           dddmmss.s |
 AN0138| AN0139 CAMPO RM 1                           22.060 METERS 15018     |
 AN0138| AN2249 OLIVIA CHURCH STEEPLE               APPROX. 9.1 KM 2593848.0 |
 AN0138| AN0140 CAMPO RM 2                           20.265 METERS 28846     |
 AN0138|---------------------------------------------------------------------|
 AN0138
 AN0138                          SUPERSEDED SURVEY CONTROL
 AN0138
 AN0138  NAD 83(1986)-  28 39 37.17883(N)    096 21 33.73809(W) AD(       ) 2
 AN0138  NAD 27      -  28 39 36.19700(N)    096 21 32.84300(W) AD(       ) 2
 AN0138  NGVD 29 (??/??/92)    1.555  (m)            5.10   (f) ADJ UNCH    2 0
 AN0138
 AN0138.Superseded values are not recommended for survey control.
 AN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0138.See file dsdata.txt to determine how the superseded data were derived.
 AN0138
 AN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5808273207(NAD 83)
 AN0138_MARKER: DS = TRIANGULATION STATION DISK
 AN0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0138_STAMPING: CAMPO 1934
 AN0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0138+STABILITY: SURFACE MOTION
 AN0138
 AN0138  HISTORY     - Date     Condition        Report By
 AN0138  HISTORY     - 1934     MONUMENTED       CGS
 AN0138  HISTORY     - 1934     GOOD             CGS
 AN0138  HISTORY     - 1938     GOOD             WESGEO
 AN0138  HISTORY     - 1941     GOOD             CGS
 AN0138  HISTORY     - 1969     GOOD             CGS
 AN0138  HISTORY     - 1973     GOOD             NGS
 AN0138  HISTORY     - 19980725 GOOD             USPSQD
 AN0138
 AN0138                          STATION DESCRIPTION
 AN0138
 AN0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN0138'ON THE E SHORE OF CARANCAHUA BAY, ABOUT 9 MILES W OF PALACIOS,
 AN0138'ABOUT 4.7 MILES S OF STATE HIGHWAY 57 (PORT LAVACA-PALACIOS).
 AN0138'IT IS ABOUT 0.2 MILE N OF A GROUP OF COTTAGES KNOWN AS CAMPO
 AN0138'CAMP, ABOUT 265 FEET E OF THE TOP OF THE BANK ON THE SHORE
 AN0138'OF CARANCAHUA BAY, 52 FEET S OF A SECTION-LINE ROAD, AND
 AN0138'55 FEET W OF PRIVATE ROAD RUNNING N FROM THE COTTAGES.  MARK
 AN0138'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 AN0138'
 AN0138'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN0138'SET IN CONCRETE.
 AN0138'
 AN0138'REFERENCE MARK 1 IS 21 FEET W OF THE COTTAGE ROAD AND
 AN0138'ABOUT 117 FEET S OF THE SECTION-LINE ROAD.  IT PROJECTS
 AN0138'ABOUT 4 INCHES ABOVE GROUND.
 AN0138'
 AN0138'REFERENCE MARK 2 IS 28 FEET S OF THE SECTION-LINE ROAD AND
 AN0138'ABOUT 116 FEET W OF THE COTTAGE ROAD.  IT PROJECTS ABOUT
 AN0138'4 INCHES ABOVE GROUND.
 AN0138'
 AN0138'STATION IS REACHED FROM PALACIOS BY TRAVELING 9.7 MILES W
 AN0138'ON STATE HIGHWAY 57.  THENCE S 1.6 MILES.  THENCE E AT CARANCAHUA
 AN0138'SCHOOL 0.5 MILE.  THENCE S 3.5 MILES.  THENCE W 0.1 MILE
 AN0138'TO POND AND COTTAGES.  AND THENCE N 0.4 MILE PAST THE COTTAGES
 AN0138'TO STATION.
 AN0138
 AN0138                          STATION RECOVERY (1934)
 AN0138
 AN0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AN0138'14.5 MI SW FROM PALACIOS.
 AN0138'IN CALHOUN COUNTY, 1.5 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE
 AN0138'JUNCTION OF STATE HIGHWAY 35 ABOUT 9.6 MILES WEST OF PALACIOS,
 AN0138'MATAGORDA COUNTY, THENCE 0.5 MILE EAST ALONG AN OILED ROAD, THENCE 2.7
 AN0138'MILES SOUTH ALONG A SHELL ROAD, AND THENCE 0.2 MILE SOUTHWEST ALONG A
 AN0138'DRIVEWAY.  ON THE GROUNDS OF EL CAMPO CLUB, 0.2 MILE NORTH OF THE
 AN0138'FIRST CLUB BUILDING, ON THE SHORE OF CARANCAHUA BAY, 270 FEET EAST OF
 AN0138'THE BANK, 165 FEET WEST OF THE CENTER LINE OF THE PRIVATE ROAD, 22
 AN0138'FEET SOUTH OF A SECTION-LINE FENCE, 18 FEET EAST OF AN REA POWERLINE,
 AN0138'AND 5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AN0138'TRIANGULATION-STATION DISK, STAMPED CAMPO 1934 AND SET IN THE TOP OF A
 AN0138'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- MARK IS 50 FT.
 AN0138'E OF E WALL OF 1ST BUILDING ON GROUNDS, NOT .2 MILE N.
 AN0138
 AN0138                          STATION RECOVERY (1938)
 AN0138
 AN0138'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN0138'RECOVERED AS DESCRIBED.
 AN0138
 AN0138                          STATION RECOVERY (1941)
 AN0138
 AN0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 AN0138'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AN0138'
 AN0138'STATION IS ABOUT 0.15 MILE N OF FIRST SMALL HOUSE ON THE
 AN0138'GROUNDS OF THE EL CAMPO CLUB, AND ABOUT 270 FEET E OF BANK
 AN0138'ON THE SHORE OF CARANCAHUA BAY.  IT IS ABOUT 165 FEET W OF
 AN0138'THE CENTER LINE OF PRIVATE ROAD, 22 FEET S OF SECTION-LINE
 AN0138'FENCE, 18 FEET E OF POWER-TRANSMISSION LINE, AND 5 FEET
 AN0138'S OF A 4- BY 4-INCH WOODEN WITNESS POST.  MARK IS STAMPED
 AN0138'CAMPO 1934.
 AN0138'
 AN0138'REFERENCE MARK 1 IS ABOUT 155 FEET W OF THE CENTER LINE
 AN0138'OF THE PRIVATE ROAD, 87 FEET S OF SECTION-LINE FENCE, 28
 AN0138'FEET E OF POWER-TRANSMISSION LINE, AND 78 FEET SE OF THE
 AN0138'STATION.  IT IS STAMPED CAMPO NO 1 1934.
 AN0138'
 AN0138'REFERENCE MARK 2 IS ABOUT 235 FEET W OF THE CENTER LINE
 AN0138'OF THE PRIVATE ROAD, IN SECTION-LINE FENCE, 52 FEET W OF
 AN0138'POWER-TRANSMISSION LINE, AND 66.5 FEET NW OF THE STATION.
 AN0138'IT IS STAMPED CAMPO NO 2 1934.
 AN0138'
 AN0138'TO REACH STATION FROM PALACIOS, GO 9.6 MILES W ALONG STATE
 AN0138'HIGHWAY 35 TO CROSS ROAD.  THENCE GO 1.5 MILES S ALONG GRADED
 AN0138'ROAD TO INTERSECTION OF ROAD LEADING E.  THENCE GO 0.5 MILE
 AN0138'E ALONG ROAD TO INTERSECTION OF ROAD.  THENCE GO 2.7 MILES
 AN0138'S ALONG ROAD TO PRIVATE ROAD.  THENCE GO 0.2 MILE SW ALONG
 AN0138'PRIVATE ROAD TO THE SITE OF THE STATION.
 AN0138
 AN0138                          STATION RECOVERY (1969)
 AN0138
 AN0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN0138'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE
 AN0138'MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE STATION
 AN0138'IS NOW IN THE WELL KEPT GRASSY BACK YARD OF MR. R.E. KIRK
 AN0138'IN A SUBDIVISION KNOWN AS THE ELCAMPO CLUB.  A NEW DESCRIPTION
 AN0138'FOLLOWS--
 AN0138'
 AN0138'THE STATION IS ABOUT 9 MILES WEST-SOUTHWEST OF PLACIOS, ON
 AN0138'THE EAST SHORE OF CARANCAHUA BAY 2-1/2 MILES NORTH OF THE
 AN0138'MOUTH OF THE BAY IN A SUBDIVISION KNOWN AS THE ELCAMPO CLUB.
 AN0138'
 AN0138'TO REACH THE STATION FROM THE CROSS ROAD JUNCTION OF STATE
 AN0138'HIGHWAY 35 AND FARM ROAD 1593 AT THE EAST EDGE OF THE TOWN
 AN0138'OF POINT COMFORT, GO EAST-NORTHEAST ON S.H. 35 FOR 6.8 MILES
 AN0138'TO CROSS ROAD JUNCTION WITH S.H. 172.  CONTINUE AHEAD ON
 AN0138'S.H. 35 FOR 5.9 MILES IN AN EASTERLY DIRECTION TO AN OFF-SET
 AN0138'CROSS ROAD AND JUNCTION OF FARM ROAD 1862 ON THE LEFT.  TURN
 AN0138'RIGHT AND GO SOUTH ON PAVED ROAD FOR 1.6 MILES TO T-JUNCTION
 AN0138'AT THE CARANCAHUA COMMUNITY CENTER.  TURN LEFT AND GO EAST
 AN0138'ON PAVED ROAD FOR 0.5 MILE TO A SHELL CROSS ROAD.  TURN
 AN0138'RIGHT AND GO SOUTH FOR 2.0 MILES TO THE JACKSON-CALHOUN
 AN0138'COUNTY LINE, CONTINUE SOUTH ON PAVED ROAD, (PAVEMENT BEGINS
 AN0138'AT THE COUNTY LINE) FOR 1.5 MILES TO SIDE ROAD RIGHT TO
 AN0138'ELCAMPO BEACH.  TURN RIGHT AND GO WEST THEN NORTH ON
 AN0138'SHELL ROAD FOR 0.6 MILE TO THE END OF THE ROAD AT
 AN0138'EAST-WEST DRAIN DITCH, THE HOME OF MR. KIRK ON THE LEFT
 AN0138'AND THE STATION.
 AN0138'
 AN0138'THE STATION MARK IS A STANDARD DISK, STAMPED CAMPO 1934,
 AN0138'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT PROJECTS
 AN0138'2 INCHES ABOVE THE GROUND.  IT IS IN THE BACK YARD OF MR.
 AN0138'R.E. KIRK, 36.0 FEET EAST-SOUTHEAST OF THE FIRST POWER POLE
 AN0138'SOUTH OF THE DITCH, 23.5 FEET EAST-SOUTHEAST OF THE NORTHEAST
 AN0138'CORNER OF TIN GARAGE, 23.0 FEET WEST OF A LINE OF 4 INCH
 AN0138'CONCRETE POSTS, 21.4 FEET SOUTH OF FENCE THAT IS ON THE
 AN0138'SOUTH EDGE OF DITCH AND 20.4 FEET EAST-NORTHEAST OF SOUTHEAST
 AN0138'CORNER OF THE TIN GARAGE AND AT A 2 BY 2 INCH POST 5 FEET
 AN0138'HIGH WITH SIGN ROADS END KIRKS.
 AN0138'
 AN0138'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CAMPO NO
 AN0138'1 1934, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT
 AN0138'PROJECTS 2 INCHES.  IT IS IN THE BACK YARD OF MR. LOUIS
 AN0138'JANACEK, 80.4 FEET EAST OF THE NORTHEAST CORNER OF HIS HOUSE
 AN0138'AND 2.7 FEET SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL
 AN0138'OF THE HOUSE, 40.5 FEET WEST-NORTHWEST OF THE NORTHMOST
 AN0138'TELEPHONE POLE IN THE LINE OF TELEPHONE POLES, 39 FEET NORTH
 AN0138'OF THE CENTER OF DRIVEWAY LEADING WEST FROM THE SHELL ROAD,
 AN0138'AND 2.0 FEET EAST OF THE LINE OF CONCRETE POSTS.
 AN0138'
 AN0138'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CAMPO NO
 AN0138'2 1934, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST
 AN0138'THAT PROJECTS 1 INCH.  IT IS ON THE SOUTH BANK OF THE DITCH
 AN0138'UNDER THE EAST-WEST FENCE LINE, 31.5 FEET SOUTH OF THE FIRST
 AN0138'POWER LINE POLE SOUTH OF THE DITCH, 30.4 FEET NORTHEAST
 AN0138'OF NORTHWEST CORNER OF MR. KIRKS HOUSE (NOT CORNER OF ATTACHED
 AN0138'FRONT PORCH) 18.5 FEET NORTH-NORTHWEST OF THE NORTHEAST
 AN0138'CORNER OF THE HOUSE AND 6.5 FEET WEST OF THE PROJECTED PLANE
 AN0138'OF THE EAST WALL OF THE HOUSE.  LINE OF SITE FROM THIS MARK
 AN0138'TO THE STATION IS BLOCKED BY THE TIN GARAGE.
 AN0138'
 AN0138'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 AN0138'WEST-SOUTHWEST OF PLACIOS
 AN0138
 AN0138                          STATION RECOVERY (1973)
 AN0138
 AN0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0138'RECOVERED IN GOOD CONDITION.
 AN0138
 AN0138                          STATION RECOVERY (1998)
 AN0138
 AN0138'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0139 ***********************************************************************
 AN0139  DESIGNATION -  CAMPO RM 1
 AN0139  PID         -  AN0139
 AN0139  STATE/COUNTY-  TX/CALHOUN
 AN0139  USGS QUAD   -  TURTLE BAY (1995)
 AN0139
 AN0139                         *CURRENT SURVEY CONTROL
 AN0139  ___________________________________________________________________
 AN0139* NAD 83(1986)-  28 39 35.     (N)    096 21 33.     (W)     SCALED    
 AN0139* NAVD 88     -         1.48   (+/-2cm)       4.9    (feet)  VERTCON   
 AN0139  ___________________________________________________________________
 AN0139  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0139
 AN0139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0139
 AN0139.The horizontal coordinates were scaled from a topographic map and have
 AN0139.an estimated accuracy of +/- 6 seconds.
 AN0139
 AN0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0139.The vertical order pertains to the NGVD 29 superseded value.
 AN0139
 AN0139.The geoid height was determined by GEOID03.
 AN0139
 AN0139;                    North         East    Units  Estimated Accuracy
 AN0139;SPC TXSC     - 4,094,500.      858,120.      MT  (+/- 180 meters Scaled)
 AN0139
 AN0139                          SUPERSEDED SURVEY CONTROL
 AN0139
 AN0139  NGVD 29 (??/??/92)    1.571  (m)            5.15   (f) ADJ UNCH    2 0
 AN0139
 AN0139.Superseded values are not recommended for survey control.
 AN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0139.See file dsdata.txt to determine how the superseded data were derived.
 AN0139
 AN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS581731(NAD 83)
 AN0139_MARKER: DR = REFERENCE MARK DISK
 AN0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0139_STAMPING: CAMPO NO 1 1934
 AN0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0139+STABILITY: SURFACE MOTION
 AN0139
 AN0139  HISTORY     - Date     Condition        Report By
 AN0139  HISTORY     - 1934     MONUMENTED       CGS
 AN0139  HISTORY     - 1973     GOOD             NGS
 AN0139  HISTORY     - 19980725 GOOD             USPSQD
 AN0139
 AN0139                          STATION DESCRIPTION
 AN0139
 AN0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0139'9.7 MI W FROM PALACIOS.
 AN0139'78 FEET SOUTHEAST OF TRIANGULATION STATION CAMPO DESCRIBED ABOVE, 155
 AN0139'FEET WEST OF THE CENTER LINE OF THE PRIVATE ROAD, 87 FEET SOUTH OF THE
 AN0139'SECTION-LINE FENCE, AND 28 FEET EAST OF THE REA POWERLINE.  A STANDARD
 AN0139'REFERENCE-MARK DISK, STAMPED CAMPO NO 1 1934 AND SET IN THE TOP OF A
 AN0139'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN0139
 AN0139                          STATION RECOVERY (1973)
 AN0139
 AN0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0139'RECOVERED IN GOOD CONDITION.
 AN0139
 AN0139                          STATION RECOVERY (1998)
 AN0139
 AN0139'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0140 ***********************************************************************
 AN0140  DESIGNATION -  CAMPO RM 2
 AN0140  PID         -  AN0140
 AN0140  STATE/COUNTY-  TX/CALHOUN
 AN0140  USGS QUAD   -  TURTLE BAY (1995)
 AN0140
 AN0140                         *CURRENT SURVEY CONTROL
 AN0140  ___________________________________________________________________
 AN0140* NAD 83(1986)-  28 39 37.     (N)    096 21 35.     (W)     SCALED    
 AN0140* NAVD 88     -         1.49   (+/-2cm)       4.9    (feet)  VERTCON   
 AN0140  ___________________________________________________________________
 AN0140  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0140
 AN0140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0140
 AN0140.The horizontal coordinates were scaled from a topographic map and have
 AN0140.an estimated accuracy of +/- 6 seconds.
 AN0140
 AN0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0140.The vertical order pertains to the NGVD 29 superseded value.
 AN0140
 AN0140.The geoid height was determined by GEOID03.
 AN0140
 AN0140;                    North         East    Units  Estimated Accuracy
 AN0140;SPC TXSC     - 4,094,560.      858,060.      MT  (+/- 180 meters Scaled)
 AN0140
 AN0140                          SUPERSEDED SURVEY CONTROL
 AN0140
 AN0140  NGVD 29 (??/??/92)    1.576  (m)            5.17   (f) ADJ UNCH    2 0
 AN0140
 AN0140.Superseded values are not recommended for survey control.
 AN0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0140.See file dsdata.txt to determine how the superseded data were derived.
 AN0140
 AN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS580732(NAD 83)
 AN0140_MARKER: DR = REFERENCE MARK DISK
 AN0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0140_STAMPING: CAMPO NO 2 1934
 AN0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0140+STABILITY: SURFACE MOTION
 AN0140
 AN0140  HISTORY     - Date     Condition        Report By
 AN0140  HISTORY     - 1934     MONUMENTED       CGS
 AN0140  HISTORY     - 1973     GOOD             NGS
 AN0140  HISTORY     - 19980725 POOR             USPSQD
 AN0140
 AN0140                          STATION DESCRIPTION
 AN0140
 AN0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0140'9.7 MI W FROM PALACIOS.
 AN0140'67 FEET NORTHWEST OF TRIANGULATION STATION CAMPO DESCRIBED ABOVE, 235
 AN0140'FEET WEST OF THE CENTER LINE OF THE PRIVATE ROAD, 52 FEET WEST OF THE
 AN0140'REA POWERLINE, AND IN THE SECTION-LINE FENCE LINE.  A STANDARD
 AN0140'REFERENCE-MARK DISK, STAMPED CAMPO NO 2 1934 AND SET IN THE TOP OF A
 AN0140'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN0140
 AN0140                          STATION RECOVERY (1973)
 AN0140
 AN0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0140'RECOVERED IN GOOD CONDITION.
 AN0140
 AN0140                          STATION RECOVERY (1998)
 AN0140
 AN0140'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0140'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1706 ***********************************************************************
 AB1706  PACS        -  This is a Primary Airport Control Station.
 AB1706  DESIGNATION -  CAMPORT
 AB1706  PID         -  AB1706
 AB1706  STATE/COUNTY-  TX/CAMERON
 AB1706  USGS QUAD   -  LA COMA (1983)
 AB1706
 AB1706                         *CURRENT SURVEY CONTROL
 AB1706  ___________________________________________________________________
 AB1706* NAD 83(1993)-  26 09 45.46421(N)    097 20 25.19673(W)     ADJUSTED  
 AB1706* NAVD 88     -         5.13   (meters)      16.8    (feet)  GPS OBS   
 AB1706  ___________________________________________________________________
 AB1706  X           -    -731,874.695 (meters)                     COMP
 AB1706  Y           -  -5,681,440.702 (meters)                     COMP
 AB1706  Z           -   2,795,237.442 (meters)                     COMP
 AB1706  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 AB1706  ELLIP HEIGHT-         -16.62  (meters)          (10/24/00) GPS OBS
 AB1706  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 AB1706
 AB1706  HORZ ORDER  -  B
 AB1706  ELLP ORDER  -  FOURTH    CLASS II
 AB1706
 AB1706.This mark is at Port Isabel-Cameron Co (T31) Airport (T31)
 AB1706
 AB1706.The horizontal coordinates were established by GPS observations
 AB1706.and adjusted by the National Geodetic Survey in February 1996..
 AB1706
 AB1706.The orthometric height was determined by GPS observations and a
 AB1706.high-resolution geoid model.
 AB1706
 AB1706.GPS derived orthometric heights for airport stations designated as
 AB1706.PACS or SACS are published to 2 decimal places.  This maintains
 AB1706.centimeter relative accuracy between the PACS and SACS.  It does
 AB1706.not indicate centimeter accuracy relative to other marks which are
 AB1706.part of the NAVD 88 network.
 AB1706
 AB1706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1706
 AB1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1706
 AB1706.The ellipsoidal height was determined by GPS observations
 AB1706.and is referenced to NAD 83.
 AB1706
 AB1706.The geoid height was determined by GEOID03.
 AB1706
 AB1706;                    North         East     Units Scale Factor Converg.
 AB1706;SPC TX S     - 5,055,482.904   415,941.426   MT  1.00000102   +0 31 35.4
 AB1706;SPC TX S     -16,586,196.83  1,364,634.50   sFT  1.00000102   +0 31 35.4
 AB1706;UTM  14      - 2,894,753.678   665,880.575   MT  0.99993975   +0 43 55.0
 AB1706
 AB1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1706!SPC TX S     -   1.00000261  x   1.00000102  =   1.00000363
 AB1706!UTM  14      -   1.00000261  x   0.99993975  =   0.99994236
 AB1706
 AB1706:                Primary Azimuth Mark                     Grid Az
 AB1706:SPC TX S     -  CAMPORT AZ MK                            314 04 28.1
 AB1706:UTM  14      -  CAMPORT AZ MK                            313 52 08.5
 AB1706
 AB1706|---------------------------------------------------------------------|
 AB1706| PID    Reference Object                     Distance      Geod. Az  |
 AB1706|                                                           dddmmss.s |
 AB1706| AB1707 CAMPORT AZ MK                       APPROX. 1.4 KM 3143603.5 |
 AB1706|---------------------------------------------------------------------|
 AB1706
 AB1706                          SUPERSEDED SURVEY CONTROL
 AB1706
 AB1706  ELLIP H (02/20/96)  -16.50   (m)                       GP(       ) 1 1
 AB1706  NAD 83(1993)-  26 09 45.46434(N)    097 20 25.19852(W) AD(       ) 3
 AB1706  ELLIP H (02/16/96)  -16.44   (m)                       GP(       ) 5 1
 AB1706  NAD 83(1986)-  26 09 45.47666(N)    097 20 25.15611(W) AD(       ) 3
 AB1706  NAD 27      -  26 09 44.27296(N)    097 20 24.30577(W) AD(       ) 3
 AB1706  NGVD 29 (12/08/88)    5.4    (m)           18.     (f) GPS OBS        
 AB1706
 AB1706.Superseded values are not recommended for survey control.
 AB1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1706.See file dsdata.txt to determine how the superseded data were derived.
 AB1706
 AB1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6588194754(NAD 83)
 AB1706_MARKER: I = METAL ROD
 AB1706_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1706_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1706_STAMPING: CAMPORT 1988
 AB1706_MARK LOGO: NGS   
 AB1706_PROJECTION: FLUSH
 AB1706_MAGNETIC: I = MARKER IS A STEEL ROD
 AB1706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1706+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1995
 AB1706_ROD/PIPE-DEPTH: 21.4 meters
 AB1706_SLEEVE-DEPTH  : 0.76 meters
 AB1706
 AB1706  HISTORY     - Date     Condition        Report By
 AB1706  HISTORY     - 1988     MONUMENTED       NGS
 AB1706  HISTORY     - 19950330 GOOD             NGS
 AB1706
 AB1706                          STATION DESCRIPTION
 AB1706
 AB1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AB1706'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) NORTHWEST OF PORT
 AB1706'ISABEL AT THE PORT ISABEL-CAMERON COUNTY AIRPORT.  OWNERSHIP--CAMERON
 AB1706'COUNTY C/O ROBERT HARPER, ROUTE 3 BOX 338, LOS FRESNOS TX.
 AB1706'78566.TELEPHONE NUMBER IS 512-233-4424.
 AB1706'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 100 AND FARM
 AB1706'ROAD 510.  GO NORTHWEST ON FARM ROAD 510 FOR 8.7 KM (5.40 MI) TO A
 AB1706'FORK.  KEEP RIGHT AT THE FORK AND GO 2.5 KM (1.55 MI) TO A ROAD
 AB1706'RIGHT.  TURN RIGHT, EAST FOR 1.0 KM (0.60 MI) TO A GUARD HOUSE.  BEAR
 AB1706'LEFT FOR 0.1 KM (0.05 MI) TO A FORK, THEN BEAR LEFT FOR 1.1 KM
 AB1706'(0.70 MI) TO A CROSS STREET.  CONTINUE AHEAD, NORTH FOR 0.1 KM
 AB1706'(0.05 MI) TO THE EDGE OF THE APRON.  GO NORTH ACROSS THE APRON,
 AB1706'TOWARDS THE WINDSOCK, FOR 0.2 KM (0.10 MI) TO THE STATION , NEAR THE
 AB1706'EDGE OF THE TAXIWAY.
 AB1706'THE STATION IS SET 46.2 M (151.6 FT) SOUTH OF THE WINDSOCK, 28.2 M
 AB1706'(92.5 FT) NORTHWEST OF THE CENTERLINE OF THE CONNECTOR, 15.7 M
 AB1706'(51.5 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE TAXIWAY AND 11.5 M
 AB1706'(37.7 FT) NORTH OF A CHISELED SQUARE IN THE TAXIWAY.
 AB1706'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AB1706'DESCRIBED BY B.L.L.
 AB1706
 AB1706                          STATION RECOVERY (1995)
 AB1706
 AB1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB1706'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) NORTHWEST OF PORT
 AB1706'ISABEL AT THE PORT ISABEL-CAMERON COUNTY AIRPORT.  IN THE MEDIAN ABOUT
 AB1706'46.2 M (151.6 FT) SOUTH OF A WINDSOCK, THAT IS NORTH OF THE HANGAR AND
 AB1706'TOWER.  NORTHWEST OF A CONNECTOR, AND NORTHEAST OF A TAXI.
 AB1706'OWNERSHIP--CAMERON COUNTY C/O ROBERT HARPER, ROUTE 3 BOX 338 LOS
 AB1706'FRESNOS, TX.  78566.  PHONE 512-233-4424.  NOTE--CONTACT AIRPORT
 AB1706'MAINTENANCE MANAGER RAMIRO SOTO JR.  ON ARRIVAL, OFFICE IN HANGAR. TO
 AB1706'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 48 AND 100 IN
 AB1706'PORT ISABEL, GO WEST 6.4 KM (3.95 MI) TO FARM ROAD 510.  TURN RIGHT,
 AB1706'NORTHWEST, 8.4 KM (5.20 MI) TO AIRPORT ROAD.  TURN RIGHT, NORTHEAST,
 AB1706'3.0 KM (1.85 MI) TO THE AIRPORT ENTRANCE ROAD.  TURN RIGHT, NORTHEAST,
 AB1706'0.6 KM (0.35 MI) TO AN ABONDONED TAXI USED FOR ENTRANCE ROAD.  TURN
 AB1706'RIGHT, EASTERLY, 1.2 KM (0.75 MI) ALONG THE TAXI TO THE HANGAR AND
 AB1706'OFFICE.  FROM THE HANGAR GO NORTH ACROSS THE APRON TOWARDS THE
 AB1706'WINDSOCK, 0.2 KM (0.10 MI) TO THE STATION NEAR THE EDGE OF THE TAXI.
 AB1706'STATION IS 46.2 M (151.6 FT) SOUTH OF THE WINDSOCK, 28.2 M (92.5 FT)
 AB1706'NORTHWEST OF THE CONNECTOR CENTERLINE, 15.7 M (51.5 FT) NORTHEAST OF
 AB1706'THE NORTHEAST EDGE OF THE TAXI, 11.5 M (37.7 FT) NORTH OF A 3X4-INCH
 AB1706'CHISELED SQUARE IN THE TAXI WITH ARROW POINTING TO THE STATION AND 0.3
 AB1706'M (1.0 FT) BELOW THE LEVEL OF THE TAXI.  NOTE--ACCESS TO THE DATUM
 AB1706'POINT IS THROUGH A 5-INCH LOGO CAP. SLEEVE DEPTH DOES NOT MEET CLASS A
 AB1706'REQUIREMENTS.  BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1707 ***********************************************************************
 AB1707  SACS        -  This is a Secondary Airport Control Station.
 AB1707  DESIGNATION -  CAMPORT AZ MK
 AB1707  PID         -  AB1707
 AB1707  STATE/COUNTY-  TX/CAMERON
 AB1707  USGS QUAD   -  LA COMA (1983)
 AB1707
 AB1707                         *CURRENT SURVEY CONTROL
 AB1707  ___________________________________________________________________
 AB1707* NAD 83(1993)-  26 10 18.01040(N)    097 21 01.77240(W)     ADJUSTED  
 AB1707* NAVD 88     -         3.93   (meters)      12.9    (feet)  GPS OBS   
 AB1707  ___________________________________________________________________
 AB1707  X           -    -732,825.485 (meters)                     COMP
 AB1707  Y           -  -5,680,871.658 (meters)                     COMP
 AB1707  Z           -   2,796,135.853 (meters)                     COMP
 AB1707  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AB1707  ELLIP HEIGHT-         -17.86  (meters)          (05/04/01) GPS OBS
 AB1707  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 AB1707
 AB1707  HORZ ORDER  -  FIRST
 AB1707  ELLP ORDER  -  FOURTH    CLASS II
 AB1707
 AB1707.This mark is at Port Isabel-Cameron Co (T31) Airport (T31)
 AB1707
 AB1707.The horizontal coordinates were established by GPS observations
 AB1707.and adjusted by the National Geodetic Survey in June 1996..
 AB1707
 AB1707.The orthometric height was determined by GPS observations and a
 AB1707.high-resolution geoid model.
 AB1707
 AB1707.GPS derived orthometric heights for airport stations designated as
 AB1707.PACS or SACS are published to 2 decimal places.  This maintains
 AB1707.centimeter relative accuracy between the PACS and SACS.  It does
 AB1707.not indicate centimeter accuracy relative to other marks which are
 AB1707.part of the NAVD 88 network.
 AB1707
 AB1707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1707
 AB1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1707
 AB1707.The ellipsoidal height was determined by GPS observations
 AB1707.and is referenced to NAD 83.
 AB1707
 AB1707.The geoid height was determined by GEOID03.
 AB1707
 AB1707;                    North         East     Units Scale Factor Converg.
 AB1707;SPC TX S     - 5,056,475.183   414,916.562   MT  0.99999874   +0 31 18.8
 AB1707;SPC TX S     -16,589,452.33  1,361,272.09   sFT  0.99999874   +0 31 18.8
 AB1707;UTM  14      - 2,895,742.211   664,852.221   MT  0.99993555   +0 43 39.7
 AB1707
 AB1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1707!SPC TX S     -   1.00000281  x   0.99999874  =   1.00000155
 AB1707!UTM  14      -   1.00000281  x   0.99993555  =   0.99993836
 AB1707
 AB1707:                Primary Azimuth Mark                     Grid Az
 AB1707:SPC TX S     -  CAMPORT                                  134 04 28.5
 AB1707:UTM  14      -  CAMPORT                                  133 52 07.6
 AB1707
 AB1707|---------------------------------------------------------------------|
 AB1707| PID    Reference Object                     Distance      Geod. Az  |
 AB1707|                                                           dddmmss.s |
 AB1707| AB1706 CAMPORT                             APPROX. 1.4 KM 1343547.3 |
 AB1707|---------------------------------------------------------------------|
 AB1707
 AB1707                          SUPERSEDED SURVEY CONTROL
 AB1707
 AB1707  ELLIP H (06/27/96)  -17.74   (m)                       GP(       ) 4 2
 AB1707  NAD 83(1993)-  26 10 18.01045(N)    097 21 01.77459(W) AD(       ) 3
 AB1707  ELLIP H (02/16/96)  -17.68   (m)                       GP(       ) 5 1
 AB1707  NAD 83(1986)-  26 10 18.02278(N)    097 21 01.73219(W) AD(       ) 3
 AB1707  NAD 27      -  26 10 16.82037(N)    097 21 00.88078(W) AD(       ) 3
 AB1707  NGVD 29 (12/08/88)    4.1    (m)           13.     (f) GPS OBS        
 AB1707
 AB1707.Superseded values are not recommended for survey control.
 AB1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1707.See file dsdata.txt to determine how the superseded data were derived.
 AB1707
 AB1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6485295742(NAD 83)
 AB1707_MARKER: I = METAL ROD
 AB1707_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1707_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1707_STAMPING: CAMPORT AZ MK 1988
 AB1707_MARK LOGO: NGS   
 AB1707_PROJECTION: FLUSH
 AB1707_MAGNETIC: I = MARKER IS A STEEL ROD
 AB1707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1707+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1995
 AB1707_ROD/PIPE-DEPTH: 20.3 meters
 AB1707_SLEEVE-DEPTH  : 0.9 meters
 AB1707
 AB1707  HISTORY     - Date     Condition        Report By
 AB1707  HISTORY     - 1988     MONUMENTED       NGS
 AB1707  HISTORY     - 19950330 GOOD             NGS
 AB1707
 AB1707                          STATION DESCRIPTION
 AB1707
 AB1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AB1707'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) NORTHWEST OF PORT
 AB1707'ISABEL AT THE PORT ISABEL-CAMERON COUNTY AIRPORT.  OWNERSHIP--CAMERON
 AB1707'COUNTY C/O ROBERT HARPER, ROUTE 3 BOX 338, LOS FRESNOS TX. 78566.
 AB1707'TELEPHONE NUMBER IS 512-233-4424.
 AB1707'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 100 AND FARM
 AB1707'ROAD 510.  GO NORTHWEST ON FARM ROAD 510 FOR 8.7 KM (5.40 MI) TO A
 AB1707'FORK .  KEEP RIGHT AT THE FORK AND GO 2.5 KM (1.55 MI) TO A ROAD
 AB1707'RIGHT.  TURN RIGHT, EAST FOR 1.0 KM (0.60 MI) TO A GUARD HOUSE.  BEAR
 AB1707'LEFT FOR 0.1 KM (0.05 MI) TO A FORK, THEN BEAR LEFT FOR 1.1 KM
 AB1707'(0.70 MI) TO A CROSS STREET.  CONTINUE AHEAD, NORTH FOR 0.1 KM
 AB1707'(0.05 MI) TO THE EDGE OF THE APRON.  GO NORTH ACROSS THE APRON,
 AB1707'TOWARDS THE WINDSOCK, FOR 0.2 KM (0.10 MI) TO THE TAXIWAY.  TURN
 AB1707'LEFT, NORTHWEST ON THE TAXIWAY FOR 1.5 KM (0.95 MI) TO THE AZIMUTH ON
 AB1707'THE RIGHT, BEFORE THE BLAST PAD.
 AB1707'THE STATION IS SET 35.5 M (116.5 FT) SOUTHEAST OF THE EXTENDED
 AB1707'CENTERLINE OF THE TAXIWAY, 22.8 M (74.8 FT) NORTHEAST OF THE
 AB1707'TAXIWAYAND 4.8 M (15.7 FT) EAST OF A CHISELED CIRCLE IN THE TAXIWAY.
 AB1707'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AB1707'DESCRIBED BY B.L.L.
 AB1707
 AB1707                          STATION RECOVERY (1995)
 AB1707
 AB1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB1707'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) NORTHWEST OF PORT
 AB1707'ISABEL AT THE PORT ISABEL-CAMERON COUNTY AIRPORT.  IN THE MEDIAN, NEAR
 AB1707'THE NORTHEAST END OF THE TWY PARALLELING RUNWAY 13-31, AND SOUTHEAST
 AB1707'OF THE SOUTHEAST EDGE OF THE MOST NORTHWEST CONNECTOR.
 AB1707'OWNERSHIP--CAMERON COUNTY C/O ROBERT HARPER, ROUTE 3 BOX 338 LOS
 AB1707'FRESNOS, TX.  78566.  PHONE 512-233-4424.  NOTE--CONTACT AIRPORT
 AB1707'MAINTENANCE MANAGER RAMIRO SOTO JR.  ON ARRIVAL, OFFICE IN HANGAR. TO
 AB1707'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 48 AND 100 IN
 AB1707'PORT ISABEL, GO WEST 6.4 KM (3.95 MI) TO FARM ROAD 510.  TURN RIGHT,
 AB1707'NORTHWEST, 8.4 KM (5.20 MI) TO AIRPORT ROAD.  TURN RIGHT, NORTHEAST,
 AB1707'3.0 KM (1.85 MI) TO THE AIRPORT ENTRANCE ROAD.  TURN RIGHT, NORTHEAST,
 AB1707'0.6 KM (0.35 MI) TO AN ABANDONED TWY USED FOR ENTRANCE ROAD.  TURN
 AB1707'RIGHT, EASTERLY, 1.2 KM (0.75 MI) ALONG THE TWY TO THE HANGAR AND
 AB1707'OFFICE.  FROM THE HANGAR GO NORTH ACROSS THE APRON TOWARDS THE
 AB1707'WINDSOCK, 0.2 KM (0.10 MI) TO THE TWY.  TURN LEFT, NORTHWEST, 1.4 KM
 AB1707'(0.85 MI) ALONG THE TWY TO THE STATION ON THE RIGHT.  STATION IS 35.4
 AB1707'M (116.1 FT) SOUTHEAST OF THE CONNECTOR CENTER, 21.0 M (68.9 FT)
 AB1707'NORTHEAST OF THE TWY CENTER, 4.85 M (15.91 FT) EAST OF THE CENTER OF A
 AB1707'4-INCH CHISELED CIRCLE WITH ARROW POINTING TO THE STATION, AND 2.9 M
 AB1707'(9.5 FT) EAST OF THE PAVEMENT EDGE.  NOTE--ACCESS TO THE DATUM POINT
 AB1707'IS THROUGH A 5-INCH LOGO CAP. SLEEVE DEPTH DOES NOT MEET CLASS A
 AB1707'REQUIREMENTS.  BY R.G.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1485 ***********************************************************************
 AB1485  DESIGNATION -  CAMWILL 1939
 AB1485  PID         -  AB1485
 AB1485  STATE/COUNTY-  TX/CAMERON
 AB1485  USGS QUAD   -  NORTH OF PORT ISABEL NW (1970)
 AB1485
 AB1485                         *CURRENT SURVEY CONTROL
 AB1485  ___________________________________________________________________
 AB1485* NAD 83(1993)-  26 24 36.21121(N)    097 14 21.23295(W)     ADJUSTED  
 AB1485* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AB1485  ___________________________________________________________________
 AB1485  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AB1485  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 AB1485
 AB1485  HORZ ORDER  -  SECOND
 AB1485
 AB1485.The horizontal coordinates were established by classical geodetic methods
 AB1485.and adjusted by the National Geodetic Survey in February 1996..
 AB1485
 AB1485.The orthometric height was scaled from a topographic map.
 AB1485
 AB1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1485
 AB1485.The geoid height was determined by GEOID03.
 AB1485
 AB1485;                    North         East     Units Scale Factor Converg.
 AB1485;SPC TX S     - 5,082,991.053   425,775.146   MT  0.99994761   +0 34 20.6
 AB1485;SPC TX S     -16,676,446.48  1,396,897.29   sFT  0.99994761   +0 34 20.6
 AB1485;UTM  14      - 2,922,297.021   675,614.172   MT  0.99998078   +0 47 00.2
 AB1485
 AB1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1485!SPC TX S     -   1.00000287  x   0.99994761  =   0.99995048
 AB1485!UTM  14      -   1.00000287  x   0.99998078  =   0.99998365
 AB1485
 AB1485:                Primary Azimuth Mark                     Grid Az
 AB1485:SPC TX S     -  EUREKA 1939                              154 34 35.4
 AB1485:UTM  14      -  EUREKA 1939                              154 21 55.8
 AB1485
 AB1485|---------------------------------------------------------------------|
 AB1485| PID    Reference Object                     Distance      Geod. Az  |
 AB1485|                                                           dddmmss.s |
 AB1485| AB1478 EUREKA 1939                         APPROX. 7.0 KM 1550856.0 |
 AB1485|---------------------------------------------------------------------|
 AB1485
 AB1485                          SUPERSEDED SURVEY CONTROL
 AB1485
 AB1485  NAD 83(1986)-  26 24 36.22850(N)    097 14 21.19446(W) AD(       ) 2
 AB1485  NAD 27      -  26 24 34.97400(N)    097 14 20.28700(W) AD(       ) 2
 AB1485
 AB1485.Superseded values are not recommended for survey control.
 AB1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1485.See file dsdata.txt to determine how the superseded data were derived.
 AB1485
 AB1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7561422297(NAD 83)
 AB1485_MARKER: P = PIPE CAP
 AB1485_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1485_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AB1485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1485
 AB1485  HISTORY     - Date     Condition        Report By
 AB1485  HISTORY     - 1939     MONUMENTED       CGS
 AB1485  HISTORY     - 1949     GOOD             CGS
 AB1485  HISTORY     - 1956     GOOD             LOCENG
 AB1485  HISTORY     - 1964     GOOD             CGS
 AB1485  HISTORY     - 1968     MARK NOT FOUND   CGS
 AB1485  HISTORY     - 1976     MARK NOT FOUND   NGS
 AB1485  HISTORY     - 1979     MARK NOT FOUND   NGS
 AB1485
 AB1485                          STATION DESCRIPTION
 AB1485
 AB1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1485'STATION CAMWILL IS LOCATED ABOUT 24 MILES N OF BRAZOS SANTIAGO
 AB1485'PASS, ABOUT 1.0 MILE SE OF S END OF DEER ISLAND, ABOUT 0.3
 AB1485'MILE N OF THE CAMERON-WILLACY COUNTY LINE, AND ABOUT 1.0
 AB1485'MILE W OF THE BEACH.
 AB1485'
 AB1485'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AB1485'TOP OF A 3-INCH GALVANIZED-IRON PIPE, 6 FEET LONG, EMBEDDED
 AB1485'IN CONCRETE AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1485'
 AB1485'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1485
 AB1485                          STATION RECOVERY (1949)
 AB1485
 AB1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1485'STATION SITE FOUND AS DESCRIBED.  REMAINS OF OBSERVATION
 AB1485'PLATFORM WERE FOUND IN THE SAND INDICATING THE APPROXIMATE
 AB1485'LOCATION OF THE STATION.  A SHIFTING SAND DUNE COVERS THE
 AB1485'AREA.
 AB1485'
 AB1485'THE STATION MAY BE IN GOOD CONDITION, ALTHOUGH IT IS UNDER
 AB1485'ABOUT 6 FEET OF SAND AT THE PRESENT TIME.
 AB1485
 AB1485                          STATION RECOVERY (1956)
 AB1485
 AB1485'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956 (GAH)
 AB1485'RECOVERED BY CAMERON CO. ENGR. DEPT.
 AB1485'
 AB1485'STATION WAS FOUND TO BE IN GOOD CONDITION.
 AB1485
 AB1485                          STATION RECOVERY (1964)
 AB1485
 AB1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CHS)
 AB1485'STATION WAS RECOVERED IN GOOD CONDITION.
 AB1485
 AB1485                          STATION RECOVERY (1968)
 AB1485
 AB1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1485'STATION NOT RECOVERED.  THE AREA IN THE VICINITY OF THE STATION
 AB1485'WAS SEARCHED BY FOUR MEN FOR TWO HOURS.  NO EVIDENCE OF THE
 AB1485'STATION COULD BE FOUND.  THE AREA IS COVERED BY SHIFTING
 AB1485'SAND DUNES WHICH SHOW EVIDENCE OF CONSIDERABLE CHANGE FROM
 AB1485'THE TOPOGRAPHIC MAPS OF THE AREA.
 AB1485
 AB1485                          STATION RECOVERY (1976)
 AB1485
 AB1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRL)
 AB1485'AFTER AN EXTENSIVE SEARCH THIS STATION WAS NOT RECOVERED.
 AB1485'
 AB1485'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES NORTH OF
 AB1485'SOUTH PADRE ISLAND.
 AB1485
 AB1485                          STATION RECOVERY (1979)
 AB1485
 AB1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1485'STATION WAS NOT RECOVERED.
 AB1485'
 AB1485'STATION SITE IS IN AN AREA OF SHIFTING SAND AND MUD FLATS, AND COULD
 AB1485'STILL BE IN PLACE UNDER THE SAND.
 AB1485'
 AB1485'STATION SIMPLE 1968 IS LOCATED ABOUT 1/2 MILE EAST (ALONG THE BEACH)
 AB1485'FROM THIS STATION AND WAS RECOVERED.
 AB1485'
 AB1485'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 22 MILES NNE
 AB1485'OF SOUTH PADRE IS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1910 ***********************************************************************
 FL1910  DESIGNATION -  CAN
 FL1910  PID         -  FL1910
 FL1910  STATE/COUNTY-  TX/HEMPHILL
 FL1910  USGS QUAD   -  CANADIAN EAST (1972)
 FL1910
 FL1910                         *CURRENT SURVEY CONTROL
 FL1910  ___________________________________________________________________
 FL1910* NAD 83(1993)-  35 56 35.71715(N)    100 22 13.87194(W)     ADJUSTED  
 FL1910* NAVD 88     -       713.     (meters)    2339.     (feet)  SCALED    
 FL1910  ___________________________________________________________________
 FL1910  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FL1910  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 FL1910
 FL1910  HORZ ORDER  -  THIRD
 FL1910
 FL1910.The horizontal coordinates were established by classical geodetic methods
 FL1910.and adjusted by the National Geodetic Survey in February 1996..
 FL1910
 FL1910.The orthometric height was scaled from a topographic map.
 FL1910
 FL1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1910
 FL1910.The geoid height was determined by GEOID03.
 FL1910
 FL1910;                    North         East     Units Scale Factor Converg.
 FL1910;SPC TX N     - 1,216,164.483   301,903.965   MT  0.99995282   +0 39 16.5
 FL1910;SPC TX N     - 3,990,032.97    990,496.59   sFT  0.99995282   +0 39 16.5
 FL1910;UTM  14      - 3,978,522.516   376,386.164   MT  0.99978828   -0 48 16.5
 FL1910
 FL1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1910!SPC TX N     -   0.99989246  x   0.99995282  =   0.99984529
 FL1910!UTM  14      -   0.99989246  x   0.99978828  =   0.99968077
 FL1910
 FL1910|---------------------------------------------------------------------|
 FL1910| PID    Reference Object                     Distance      Geod. Az  |
 FL1910|                                                           dddmmss.s |
 FL1910| CK9131 CAN RM 1                             13.349 METERS 00703     |
 FL1910| FL1922 CANADIAN HEMPHILL CO CTHSE          APPROX. 3.5 KM 1982509.2 |
 FL1910| FL1926 CANADIAN GRAIN COOP ELEVATOR        APPROX. 3.6 KM 2063017.7 |
 FL1910| CK9132 CAN RM 2                             14.497 METERS 26531     |
 FL1910| CK9130 CAN AZ MK                                          2683354.5 |
 FL1910|---------------------------------------------------------------------|
 FL1910
 FL1910                          SUPERSEDED SURVEY CONTROL
 FL1910
 FL1910  NAD 83(1993)-  35 56 35.71753(N)    100 22 13.87200(W) AD(       ) 3
 FL1910  NAD 83(1986)-  35 56 35.72328(N)    100 22 13.86031(W) AD(       ) 3
 FL1910  NAD 27      -  35 56 35.57300(N)    100 22 12.37600(W) AD(       ) 3
 FL1910
 FL1910.Superseded values are not recommended for survey control.
 FL1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1910.See file dsdata.txt to determine how the superseded data were derived.
 FL1910
 FL1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7638678523(NAD 83)
 FL1910_MARKER: DS = TRIANGULATION STATION DISK
 FL1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1910
 FL1910  HISTORY     - Date     Condition        Report By
 FL1910  HISTORY     - 1952     MONUMENTED       CGS
 FL1910
 FL1910                          STATION DESCRIPTION
 FL1910
 FL1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1910'STATION IS LOCATED ABOUT 2-1/4 MILES NORTH-NORTHEAST OF CANADIAN,
 FL1910'IN THE SMALL TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAYS 60 AND
 FL1910'83.  THE MARK, STAMPED CAN 1952, IS A BRONZE DISK SET IN A SQUARE
 FL1910'CONCRETE POST THAT PROJECTS 3 INCHES AND IS SET IN THE CENTER OF
 FL1910'THE ABOVE MENTIONED TRIANGLE.  IT IS 9 FEET WEST OF A WHITE
 FL1910'WITNESS POST AND 48 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 FL1910'60.
 FL1910'
 FL1910'TO REACH THE STATION FROM THE MAIN INTERSECTION IN CANADIAN,
 FL1910'GO NORTHERLY ON U.S. HIGHWAYS 60 AND 83 FOR 2.25 MILE TO STATION
 FL1910'SITE IN TRIANGLE FORMED BY JUNCTION OF U.S. HIGHWAYS 60 AND 83.
 FL1910'
 FL1910'REFERENCE MARK NO. 1, STAMPED CAN NO 1 1952, IS A BRONZE DISK
 FL1910'SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND IS
 FL1910'SET IN THE NORTH ANGLE OF THE JUNCTION.
 FL1910'
 FL1910'REFERENCE MARK NO. 2, STAMPED CAN NO 2 1952, IS A BRONZE DISK
 FL1910'SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND IS
 FL1910'SET IN THE WEST ANGLE OF THE JUNCTION.
 FL1910'
 FL1910'THE AZIMUTH MARK, STAMPED CAN 1952, IS A BRONZE DISK SET IN A
 FL1910'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES AND IS SET AT THE
 FL1910'EAST END OF A GUARD RAIL ALONG THE SOUTH SIDE OF U.S. HIGHWAY 83.
 FL1910'THE MARK IS 4 FEET EAST OF A WHITE WITNESS POST, 4 FEET WEST OF
 FL1910'A CONCRETE DRAIN AND 22 FEET SOUTH OF THE CENTER LINE OF U.S.
 FL1910'HIGHWAY 83.
 FL1910'
 FL1910'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON U.S.
 FL1910'HIGHWAY 83 FOR 0.5 MILE TO THE MARK AT EAST END OF GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1925 ***********************************************************************
 FL1925  DESIGNATION -  CANAD
 FL1925  PID         -  FL1925
 FL1925  STATE/COUNTY-  TX/HEMPHILL
 FL1925  USGS QUAD   -  CANADIAN WEST (1972)
 FL1925
 FL1925                         *CURRENT SURVEY CONTROL
 FL1925  ___________________________________________________________________
 FL1925* NAD 83(1993)-  35 55 56.04120(N)    100 27 24.03265(W)     ADJUSTED  
 FL1925* NAVD 88     -       745.     (meters)    2444.     (feet)  SCALED    
 FL1925  ___________________________________________________________________
 FL1925  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 FL1925  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 FL1925
 FL1925  HORZ ORDER  -  THIRD
 FL1925
 FL1925.The horizontal coordinates were established by classical geodetic methods
 FL1925.and adjusted by the National Geodetic Survey in February 1996..
 FL1925
 FL1925.The orthometric height was scaled from a topographic map.
 FL1925
 FL1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1925
 FL1925.The geoid height was determined by GEOID03.
 FL1925
 FL1925;                    North         East     Units Scale Factor Converg.
 FL1925;SPC TX N     - 1,214,856.315   294,144.024   MT  0.99995107   +0 36 16.7
 FL1925;SPC TX N     - 3,985,741.09    965,037.52   sFT  0.99995107   +0 36 16.7
 FL1925;UTM  14      - 3,977,412.571   368,596.604   MT  0.99981276   -0 51 17.8
 FL1925
 FL1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1925!SPC TX N     -   0.99988742  x   0.99995107  =   0.99983850
 FL1925!UTM  14      -   0.99988742  x   0.99981276  =   0.99970021
 FL1925
 FL1925:                Primary Azimuth Mark                     Grid Az
 FL1925:SPC TX N     -  CANAD AZ MK 2                            070 10 18.1
 FL1925:UTM  14      -  CANAD AZ MK 2                            071 37 52.6
 FL1925
 FL1925|---------------------------------------------------------------------|
 FL1925| PID    Reference Object                     Distance      Geod. Az  |
 FL1925|                                                           dddmmss.s |
 FL1925| CK9134 CANAD AZ MK 2                                      0704634.8 |
 FL1925| CK9133 CANAD AZ MK                                        0712404.2 |
 FL1925| FL1922 CANADIAN HEMPHILL CO CTHSE          APPROX. 7.0 KM 1074639.8 |
 FL1925| FL1926 CANADIAN GRAIN COOP ELEVATOR        APPROX. 6.5 KM 1081406.4 |
 FL1925| CK9135 CANAD RM 1                            4.965 METERS 21546     |
 FL1925| CK9136 CANAD RM 2                            4.750 METERS 29519     |
 FL1925|---------------------------------------------------------------------|
 FL1925
 FL1925                          SUPERSEDED SURVEY CONTROL
 FL1925
 FL1925  NAD 83(1993)-  35 55 56.04157(N)    100 27 24.03268(W) AD(       ) 3
 FL1925  NAD 83(1986)-  35 55 56.04734(N)    100 27 24.02109(W) AD(       ) 3
 FL1925  NAD 27      -  35 55 55.89700(N)    100 27 22.53000(W) AD(       ) 3
 FL1925
 FL1925.Superseded values are not recommended for survey control.
 FL1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1925.See file dsdata.txt to determine how the superseded data were derived.
 FL1925
 FL1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6859777413(NAD 83)
 FL1925_MARKER: DS = TRIANGULATION STATION DISK
 FL1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1925
 FL1925  HISTORY     - Date     Condition        Report By
 FL1925  HISTORY     - 1952     MONUMENTED       CGS
 FL1925  HISTORY     - 1961     GOOD             SUNOCO
 FL1925  HISTORY     - 1962     GOOD             CGS
 FL1925
 FL1925                          STATION DESCRIPTION
 FL1925
 FL1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1925'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-NORTHWEST OF
 FL1925'CANADIAN.  1 MILE SOUTH OF THE CANADIAN RIVER.  0.2 MILE
 FL1925'SOUTHWEST OF A BLADED DIRT ROAD.  100 YARDS SOUTH OF A POWER
 FL1925'LINE POLE.  AND AT THE NORTH END OF A GRAVEL PIT WHICH IS AT
 FL1925'THE NORTHERN END OF A LOW PLATEAU.
 FL1925'
 FL1925'TO REACH THE STATION FROM THE SIGNAL LIGHT AT THE INTERSECTION
 FL1925'OF U.S. HIGHWAYS 60 AND 83 WITH MAIN STREET IN CANADIAN.  GO
 FL1925'SOUTH ON U.S. HIGHWAYS 60 AND 83 FOR 0.4 MILE TO A CAUTION
 FL1925'LIGHT AT A CROSS STREET.  TURN RIGHT, WEST, AND GO 0.25 MILE
 FL1925'TO A T-ROAD ON THE NORTH SIDE OF THE SANTE FE RAILROAD TRACKS.
 FL1925'TURN LEFT, SOUTH, AND GO 0.1 MILE.  TURN RIGHT, WEST, AND GO
 FL1925'0.05 MILE TO A T-ROAD.  TURN LEFT, SOUTH, AND GO 0.3 MILE TO A
 FL1925'FORK.  TAKE THE RIGHT FORK AND GO WESTERLY ON THE MAIN
 FL1925'TRAVELED ROAD FOR 0.2 MILE TO A WOOD BRIDGE WITH STEEL
 FL1925'SUPPORTS.  CROSS THE BRIDGE AND CONTINUE ON THE MAIN TRAVELED
 FL1925'ROAD ALONG THE SOUTH SIDE OF THE CANADIAN RIVER FOR 2.6
 FL1925'MILES TO A WOOD BRIDGE.  CROSS THE BRIDGE AND CONTINUE
 FL1925'0.8 MILE TO A POINT WHERE THE ROAD PASSES THROUGH A CUT
 FL1925'ABOUT 5 FEET DEEP AND TO THE AZIMUTH MARK ON THE RIGHT SIDE
 FL1925'OF THE ROAD ABOUT 4 FEET SOUTH OF A TELEPHONE POLE.  CONTINUE
 FL1925'AHEAD ON MAIN TRAVELED ROAD FOR 0.55 MILE.  TURN LEFT,
 FL1925'SOUTH, ON DIM TRACK ROAD AND GO 0.25 MILE TO THE TOP OF
 FL1925'THE RISE AND STATION AT THE NORTH END OF THE GRAVEL PIT.
 FL1925'
 FL1925'THE STATION MARK, STAMPED CANAD 1952, IS A BRONZE DISK SET IN
 FL1925'A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 12 FEET
 FL1925'NORTH OF THE EDGE ON THE OLD GRAVEL PIT AND 5 FEET NORTHWEST
 FL1925'OF A WHITE WITNESS POST.
 FL1925'
 FL1925'REFERENCE MARK NO. 1, STAMPED CANAD NO 1 1952, IS A BRONZE
 FL1925'DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 FL1925'4 INCHES.  IT IS 2 FEET NORTH OF THE NORTH EDGE OF THE GRAVEL
 FL1925'PIT.
 FL1925'
 FL1925'REFERENCEMARK NO. 2, STAMPED CANAD NO 2 1952, IS A BRONZE
 FL1925'DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 FL1925'3 INCHES.  IT IS 4 FEET SOUTH OF THE NORTHERN EDGE OF THE
 FL1925'PLATEAU.
 FL1925'
 FL1925'THE AZIMUTH MARK, STAMPED CANAD 1952, IS A BRONZE DISK SET IN
 FL1925'ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 25 FEET
 FL1925'NORTHEAST OF THE CENTER OF THE ROAD.  5 FEET ABOVE THE SURFACE
 FL1925'OF THE ROAD AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.
 FL1925
 FL1925                          STATION RECOVERY (1961)
 FL1925
 FL1925'RECOVERY NOTE BY SUN OIL COMPANY 1961 (RTS)
 FL1925'THE AZIMUTH MARK WAS FOUND FALLEN OVER DUE TO WIDENING OF THE
 FL1925'CUT IN THE COUNTY ROAD.
 FL1925
 FL1925                          STATION RECOVERY (1962)
 FL1925
 FL1925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 FL1925'THE STATION MARK, REFERENCE MARKS NUMBERS 1 AND 2 WERE RECOVERED
 FL1925'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 FL1925'A NEW AZIMUTH MARK WAS SET.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 FL1925'FOR RECOVERY.
 FL1925'
 FL1925'A DESCRIPTION OF THE RESET AZIMUTH MARK AND ROUTE TO REACH
 FL1925'THE STATION FOLLOWS--
 FL1925'
 FL1925'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 FL1925'AND SECOND STREET IN CANADIAN, GO SOUTH ON U.S. HIGHWAYS
 FL1925'60,83 FOR 0.3 MILE TO A CAUTION LIGHT AT ELLIOTT AVENUE.  TURN
 FL1925'RIGHT, WEST, ON ELLIOTT AVENUE, GO 0.25 MILE TO RED DEER
 FL1925'STREET.  TURN LEFT, GO 0.15 MILE TO A SIDE STREET ON THE RIGHT.
 FL1925'TURN RIGHT, GO 0.05 MILE TO A T-ROAD JUNCTION AT GILMER STREET
 FL1925'AND AVENUE B.  TURN LEFT, SOUTH, AND FOLLOW GILMER STREET FOR
 FL1925'0.25 MILE TO A ROAD FORK.  TAKE RIGHT FORK, GO 0.35 MILE TO
 FL1925'A STEEL BRIDGE.  CONTINUE FOR 2.95 MILES TO A WOODEN BRIDGE.
 FL1925'CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.6 MILE TO AZIMUTH
 FL1925'MARK ON THE RIGHT.  KEEP STRAIGHT AHEAD FOR 0.1 MILE TO A
 FL1925'TRACK ROAD ON THE LEFT, THROUGH A CUT IN THE BANK.  TURN
 FL1925'LEFT AND FOLLOW THE TRACK ROAD, UP HILL, FOR 0.2 MILE TO
 FL1925'HIGHEST PART OF HILL AND THE STATION.
 FL1925'
 FL1925'AZIMUTH MARK, A STANDARD DISK STAMPED CANAD 1952 RESET 1962, SET
 FL1925'IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 FL1925'THE GROUND.  IT IS 45 FEET NORTH-NORTHEAST OF THE CENTER OF
 FL1925'DIRT ROAD, 19-1/2 FEET NORTH OF A 4 IN X 4 IN WOODEN WITNESS
 FL1925'POST, AND 16-1/2 FEET NORTH OF A TELEPHONE POLE.  THE AZIMUTH
 FL1925'MARK IS ALSO ABOUT 75 YARDS EAST OF A CULVERT IN A RAVINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1682 ***********************************************************************
 FL1682  DESIGNATION -  CANADIAN
 FL1682  PID         -  FL1682
 FL1682  STATE/COUNTY-  TX/HUTCHINSON
 FL1682  USGS QUAD   -  STINNETT (1978)
 FL1682
 FL1682                         *CURRENT SURVEY CONTROL
 FL1682  ___________________________________________________________________
 FL1682* NAD 83(1993)-  35 46 43.96768(N)    101 25 40.37719(W)     ADJUSTED  
 FL1682* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 FL1682  ___________________________________________________________________
 FL1682  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 FL1682  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FL1682
 FL1682  HORZ ORDER  -  FIRST
 FL1682
 FL1682.The horizontal coordinates were established by classical geodetic methods
 FL1682.and adjusted by the National Geodetic Survey in February 1996..
 FL1682
 FL1682.The orthometric height was scaled from a topographic map.
 FL1682
 FL1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1682
 FL1682.The geoid height was determined by GEOID03.
 FL1682
 FL1682;                    North         East     Units Scale Factor Converg.
 FL1682;SPC TX N     - 1,197,347.383   206,520.026   MT  0.99993066   +0 02 30.5
 FL1682;SPC TX N     - 3,928,297.21    677,557.79   sFT  0.99993066   +0 02 30.5
 FL1682;UTM  14      - 3,962,142.798   280,550.540   MT  1.00019346   -1 25 12.2
 FL1682
 FL1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1682!SPC TX N     -   0.99985352  x   0.99993066  =   0.99978419
 FL1682!UTM  14      -   0.99985352  x   1.00019346  =   1.00004695
 FL1682
 FL1682:                Primary Azimuth Mark                     Grid Az
 FL1682:SPC TX N     -  BORGER RADIO STATION KHUZ MAST           160 28 30.5
 FL1682:UTM  14      -  BORGER RADIO STATION KHUZ MAST           161 56 13.2
 FL1682
 FL1682|---------------------------------------------------------------------|
 FL1682| PID    Reference Object                     Distance      Geod. Az  |
 FL1682|                                                           dddmmss.s |
 FL1682| FL1660 BORGER RADIO STATION KHUZ MAST      APPROX.11.1 KM 1603101.0 |
 FL1682| FL1662 BORGER MUNICIPAL AIRPORT BCN        APPROX. 9.8 KM 1623523.5 |
 FL1682| FL1659 BORGER DOWELL INC RADIO MAST        APPROX.13.6 KM 1640553.3 |
 FL1682| CJ6816 CANADIAN RM 2                        10.879 METERS 18611     |
 FL1682| FL1683 STINNETT MUNICIPAL TANK             APPROX. 5.6 KM 3465544.8 |
 FL1682| CJ6814 CANADIAN AZ MK                                     3490851.3 |
 FL1682| CJ6815 CANADIAN RM 1                        13.668 METERS 35511     |
 FL1682|---------------------------------------------------------------------|
 FL1682
 FL1682                          SUPERSEDED SURVEY CONTROL
 FL1682
 FL1682  NAD 83(1993)-  35 46 43.96800(N)    101 25 40.37554(W) AD(       ) 1
 FL1682  NAD 83(1986)-  35 46 43.97587(N)    101 25 40.36620(W) AD(       ) 1
 FL1682  NAD 27      -  35 46 43.82800(N)    101 25 38.77100(W) AD(       ) 1
 FL1682
 FL1682.Superseded values are not recommended for survey control.
 FL1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1682.See file dsdata.txt to determine how the superseded data were derived.
 FL1682
 FL1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8055162143(NAD 83)
 FL1682_MARKER: DS = TRIANGULATION STATION DISK
 FL1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1682
 FL1682  HISTORY     - Date     Condition        Report By
 FL1682  HISTORY     - 1951     MONUMENTED       CGS
 FL1682  HISTORY     - 1951     GOOD             CGS
 FL1682  HISTORY     - 1964     GOOD             CGS
 FL1682
 FL1682                          STATION DESCRIPTION
 FL1682
 FL1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1682'THE STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 117,
 FL1682'ON THE HIGHEST POINT BETWEEN THE CANADIAN RIVER AND STINNETT.
 FL1682'IT IS ABOUT 3 MILES AIRLINE SOUTH-SOUTHEAST OF STINNETT, ABOUT
 FL1682'8 MILES AIRLINE NORTH-NORTHWEST OF BORGER, AND 3-1/2 MILES
 FL1682'AIRLINE NORTH OF THE CANADIAN RIVER BRIDGE.
 FL1682'
 FL1682'THE STATION IS 56 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 FL1682'117, 5 FEET EAST OF A WIRE FENCE, AND 7-1/2 FEET NORTHEAST OF
 FL1682'A WHITE WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP OF
 FL1682'A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  THE DISK
 FL1682'IS STAMPED--CANADIAN 1 1951.
 FL1682'
 FL1682'REFERENCE MARK NUMBER ONE IS 59 FEET WEST OF THE CENTER LINE
 FL1682'OF THE HIGHWAY, 2 FEET EAST OF A WIRE FENCE, AND 1-1/2 FEET
 FL1682'LOWER THAN THE STATION.  IT IS A STANDARD DISK SET IN THE TOP
 FL1682'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  THE
 FL1682'DISK IS STAMPED--CANADIAN NO 1 1951.
 FL1682'
 FL1682'REFERENCE MARK NUMBER TWO IS 59-1/2 FEET WEST OF THE CENTER
 FL1682'LINE OF THE HIGHWAY, 1 FOOT EAST OF A WIRE FENCE, AND ABOUT
 FL1682'THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 FL1682'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1682'6 INCHES.  THE DISK IS STAMPED--CANADIAN NO 2 1951.
 FL1682'
 FL1682'THE AZIMUTH MARK IS 78 FEET EAST OF THE HIGHWAY, 3 FEET WEST OF
 FL1682'A FENCE CORNER, 45 FEET NORTH OF THE CENTER LINE OF THE
 FL1682'GULF-DIAL ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A
 FL1682'10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE DISK
 FL1682'IS STAMPED--CANADIAN 1951.  TO REACH THE MARK FROM THE STATION
 FL1682'GO NORTH ON STATE HIGHWAY 117 FOR 1.0 MILE TO THE MARK ON THE
 FL1682'RIGHT.
 FL1682'
 FL1682'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 117
 FL1682'AND 119 IN THE NORTH EDGE OF BORGER GO NORTH ON STATE HIGHWAY
 FL1682'117 AS PER SIGN STINNETT FOR 7.5 MILES TO THE STATION ON THE
 FL1682'LEFT.
 FL1682'
 FL1682'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1682
 FL1682                          STATION RECOVERY (1951)
 FL1682
 FL1682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1682'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1682'
 FL1682'PREVIOUS DESCRIPTION IS CORRECT AND ADEQUATE.
 FL1682
 FL1682                          STATION RECOVERY (1964)
 FL1682
 FL1682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1682'STATION AND R.M.S RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1682'
 FL1682'AZIMUTH MARK HAS BEEN DESTROYED.  THE MONUMENT WAS FOUND LAYING
 FL1682'IN A DITCH BY THIS PARTY.  THE DISK HAD BEEN PREVIOUSLY REMOVED.
 FL1682'
 FL1682'DUE TO NEW HIGHWAY CONSTRUCTION, A NEW TO REACH FOLLOWS--FROM THE
 FL1682'NORTH END OF THE CANADIAN RIVER BRIDGE GO 3.4 MILES NORTH ON
 FL1682'STATE HIGHWAY 15 TO AN INTERSECTION WITH THE OLD HIGHWAY.
 FL1682'MAKE A SHARP LEFT, CROSS A CATTLE GUARD, AND PROCEED ABOUT
 FL1682'0.3 MILE SOUTH ON THE OLD ROAD TO STATION ON TOP OF HILL
 FL1682'AND ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1926 ***********************************************************************
 FL1926  DESIGNATION -  CANADIAN GRAIN COOP ELEVATOR
 FL1926  PID         -  FL1926
 FL1926  STATE/COUNTY-  TX/HEMPHILL
 FL1926  USGS QUAD   -  CANADIAN WEST (1972)
 FL1926
 FL1926                         *CURRENT SURVEY CONTROL
 FL1926  ___________________________________________________________________
 FL1926* NAD 83(1993)-  35 54 50.18345(N)    100 23 18.56463(W)     ADJUSTED  
 FL1926* NAVD 88     -                                                        
 FL1926  ___________________________________________________________________
 FL1926  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 FL1926  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FL1926
 FL1926  HORZ ORDER  -  THIRD
 FL1926
 FL1926.The horizontal coordinates were established by classical geodetic methods
 FL1926.and adjusted by the National Geodetic Survey in February 1996..
 FL1926
 FL1926
 FL1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1926
 FL1926.The geoid height was determined by GEOID03.
 FL1926
 FL1926;                    North         East     Units Scale Factor Converg.
 FL1926;SPC TX N     - 1,212,893.759   300,319.294   MT  0.99994826   +0 38 39.0
 FL1926;SPC TX N     - 3,979,302.27    985,297.55   sFT  0.99994826   +0 38 39.0
 FL1926;UTM  14      - 3,975,293.714   374,718.999   MT  0.99979340   -0 48 52.4
 FL1926
 FL1926                          SUPERSEDED SURVEY CONTROL
 FL1926
 FL1926  NAD 83(1993)-  35 54 50.18381(N)    100 23 18.56474(W) AD(       ) 4
 FL1926  NAD 83(1986)-  35 54 50.18964(N)    100 23 18.55258(W) AD(       ) 4
 FL1926  NAD 27      -  35 54 50.03600(N)    100 23 17.06800(W) AD(       ) 3
 FL1926
 FL1926.Superseded values are not recommended for survey control.
 FL1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1926.See file dsdata.txt to determine how the superseded data were derived.
 FL1926
 FL1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7471975294(NAD 83)
 FL1926_MARKER: 65 = GRAIN ELEVATOR
 FL1926
 FL1926  HISTORY     - Date     Condition        Report By
 FL1926  HISTORY     - 1952     FIRST OBSERVED   CGS
 FL1926
 FL1926                          STATION DESCRIPTION
 FL1926
 FL1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1926'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF THE SANTA FE
 FL1926'RAILROAD, 3 BLOCKS WEST OF THE SANTA FE RAILROAD DEPOT IN
 FL1926'CANADIAN.
 FL1926'
 FL1926'THE POINT LOCATED WAS THE CENTER OF THE HIGH ELEVATING TOWER
 FL1926'AT THE EAST END OF THE BUILDING.  IT IS MADE OF CONCRETE AND
 FL1926'IS ABOUT 230 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1922 ***********************************************************************
 FL1922  DESIGNATION -  CANADIAN HEMPHILL CO CTHSE
 FL1922  PID         -  FL1922
 FL1922  STATE/COUNTY-  TX/HEMPHILL
 FL1922  USGS QUAD   -  CANADIAN WEST (1972)
 FL1922
 FL1922                         *CURRENT SURVEY CONTROL
 FL1922  ___________________________________________________________________
 FL1922* NAD 83(1993)-  35 54 46.69998(N)    100 22 58.50083(W)     ADJUSTED  
 FL1922* NAVD 88     -                                                        
 FL1922  ___________________________________________________________________
 FL1922  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 FL1922  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FL1922
 FL1922  HORZ ORDER  -  THIRD
 FL1922
 FL1922.The horizontal coordinates were established by classical geodetic methods
 FL1922.and adjusted by the National Geodetic Survey in February 1996..
 FL1922
 FL1922
 FL1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1922
 FL1922.The geoid height was determined by GEOID03.
 FL1922
 FL1922;                    North         East     Units Scale Factor Converg.
 FL1922;SPC TX N     - 1,212,792.075   300,823.501   MT  0.99994811   +0 38 50.6
 FL1922;SPC TX N     - 3,978,968.67    986,951.77   sFT  0.99994811   +0 38 50.6
 FL1922;UTM  14      - 3,975,179.246   375,220.376   MT  0.99979185   -0 48 40.5
 FL1922
 FL1922                          SUPERSEDED SURVEY CONTROL
 FL1922
 FL1922  NAD 83(1993)-  35 54 46.70034(N)    100 22 58.50093(W) AD(       ) 4
 FL1922  NAD 83(1986)-  35 54 46.70619(N)    100 22 58.48884(W) AD(       ) 4
 FL1922  NAD 27      -  35 54 46.55300(N)    100 22 57.00700(W) AD(       ) 3
 FL1922
 FL1922.Superseded values are not recommended for survey control.
 FL1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1922.See file dsdata.txt to determine how the superseded data were derived.
 FL1922
 FL1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7522075179(NAD 83)
 FL1922_MARKER: 87 = DOME
 FL1922
 FL1922  HISTORY     - Date     Condition        Report By
 FL1922  HISTORY     - 1952     FIRST OBSERVED   CGS
 FL1922
 FL1922                          STATION DESCRIPTION
 FL1922
 FL1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1922'THE STATION IS LOCATED ON MAIN STREET, 3 BLOCKS SOUTH OF THE
 FL1922'MAIN INTERSECTION IN THE CITY OF CANADIAN.
 FL1922'
 FL1922'THE DOME IS ABOUT 50 FEET HIGH AND CENTERED OVER THE TOWER AT
 FL1922'THE EAST SIDE OF THE COURTHOUSE.  THE DOME IS PAINTED SILVER
 FL1922'AND IS ABOUT 20 FEET IN DIAMETER.
 FL1922'
 FL1922'THE POINT LOCATED WAS THE CENTER OF THE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1924 ***********************************************************************
 FL1924  DESIGNATION -  CANADIAN HEMPHILL CO APT BCN
 FL1924  PID         -  FL1924
 FL1924  STATE/COUNTY-  TX/HEMPHILL
 FL1924  USGS QUAD   -  CANADIAN WEST (1972)
 FL1924
 FL1924                         *CURRENT SURVEY CONTROL
 FL1924  ___________________________________________________________________
 FL1924* NAD 83(1993)-  35 53 44.97852(N)    100 23 53.70534(W)     ADJUSTED  
 FL1924* NAVD 88     -                                                        
 FL1924  ___________________________________________________________________
 FL1924  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 FL1924  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FL1924
 FL1924  HORZ ORDER  -  THIRD
 FL1924
 FL1924.This mark is at Hemphill Co (HHF) Airport (HHF)
 FL1924
 FL1924.The horizontal coordinates were established by classical geodetic methods
 FL1924.and adjusted by the National Geodetic Survey in February 1996..
 FL1924
 FL1924
 FL1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1924
 FL1924.The geoid height was determined by GEOID03.
 FL1924
 FL1924;                    North         East     Units Scale Factor Converg.
 FL1924;SPC TX N     - 1,210,874.418   299,460.718   MT  0.99994558   +0 38 18.6
 FL1924;SPC TX N     - 3,972,677.15    982,480.71   sFT  0.99994558   +0 38 18.6
 FL1924;UTM  14      - 3,973,297.186   373,809.439   MT  0.99979622   -0 49 11.7
 FL1924
 FL1924                          SUPERSEDED SURVEY CONTROL
 FL1924
 FL1924  NAD 83(1993)-  35 53 44.97889(N)    100 23 53.70544(W) AD(       ) 4
 FL1924  NAD 83(1986)-  35 53 44.98484(N)    100 23 53.69343(W) AD(       ) 4
 FL1924  NAD 27      -  35 53 44.83000(N)    100 23 52.21000(W) AD(       ) 3
 FL1924
 FL1924.Superseded values are not recommended for survey control.
 FL1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1924.See file dsdata.txt to determine how the superseded data were derived.
 FL1924
 FL1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7380973297(NAD 83)
 FL1924_MARKER: 21 = AIRPORT BEACON
 FL1924
 FL1924  HISTORY     - Date     Condition        Report By
 FL1924  HISTORY     - 1952     FIRST OBSERVED   CGS
 FL1924
 FL1924                          STATION DESCRIPTION
 FL1924
 FL1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1924'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF CANADIAN, AT
 FL1924'HEMPHILL COUNTY AIRPORT.
 FL1924'
 FL1924'THIS BEACON IS NOT IN OPERATION AT THE PRESENT TIME.
 FL1924'
 FL1924'THE POINT INTERSECTED WAS THE CENTER OF THE LIGHT AT THE TOP
 FL1924'OF 50 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1923 ***********************************************************************
 FL1923  DESIGNATION -  CANADIAN MUNICIPAL TANK
 FL1923  PID         -  FL1923
 FL1923  STATE/COUNTY-  TX/HEMPHILL
 FL1923  USGS QUAD   -  CANADIAN WEST (1972)
 FL1923
 FL1923                         *CURRENT SURVEY CONTROL
 FL1923  ___________________________________________________________________
 FL1923* NAD 83(1993)-  35 54 13.96226(N)    100 22 59.34284(W)     ADJUSTED  
 FL1923* NAVD 88     -       755.     (meters)    2477.     (feet)  SCALED    
 FL1923  ___________________________________________________________________
 FL1923  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 FL1923  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 FL1923
 FL1923  HORZ ORDER  -  THIRD
 FL1923
 FL1923.The horizontal coordinates were established by classical geodetic methods
 FL1923.and adjusted by the National Geodetic Survey in February 1996..
 FL1923
 FL1923.The orthometric height was scaled from a topographic map.
 FL1923
 FL1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1923
 FL1923.The geoid height was determined by GEOID03.
 FL1923
 FL1923;                    North         East     Units Scale Factor Converg.
 FL1923;SPC TX N     - 1,211,782.929   300,813.790   MT  0.99994676   +0 38 50.1
 FL1923;SPC TX N     - 3,975,657.83    986,919.91   sFT  0.99994676   +0 38 50.1
 FL1923;UTM  14      - 3,974,170.831   375,184.987   MT  0.99979196   -0 48 40.4
 FL1923
 FL1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1923!SPC TX N     -   0.99988587  x   0.99994676  =   0.99983263
 FL1923!UTM  14      -   0.99988587  x   0.99979196  =   0.99967785
 FL1923
 FL1923                          SUPERSEDED SURVEY CONTROL
 FL1923
 FL1923  NAD 83(1993)-  35 54 13.96262(N)    100 22 59.34296(W) AD(       ) 4
 FL1923  NAD 83(1986)-  35 54 13.96831(N)    100 22 59.33171(W) AD(       ) 4
 FL1923  NAD 27      -  35 54 13.81600(N)    100 22 57.84800(W) AD(       ) 3
 FL1923
 FL1923.Superseded values are not recommended for survey control.
 FL1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1923.See file dsdata.txt to determine how the superseded data were derived.
 FL1923
 FL1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7518574171(NAD 83)
 FL1923_MARKER: 53 = ELEVATED TANK
 FL1923
 FL1923  HISTORY     - Date     Condition        Report By
 FL1923  HISTORY     - 1952     FIRST OBSERVED   CGS
 FL1923  HISTORY     - 1962     GOOD             CGS
 FL1923
 FL1923                          STATION DESCRIPTION
 FL1923
 FL1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1923'THE STATION IS LOCATED IN THE SOUTH LIMITS OF THE CITY OF CANADIAN
 FL1923'AT THE CORNER OF SOUTHWEST 14TH AND WASHITA STREETS.
 FL1923'
 FL1923'THE TANK IS SUPPORTED BY FOUR LEGS AND IS ABOUT 75 FEET HIGH.
 FL1923'IT IS PAINTED SILVER AND IS SET ON THE SUMMIT OF A GRASSY KNOLL.
 FL1923'
 FL1923'THE POINT LOCATED WAS THE CENTER OF THE MAIN FEED PIPE ABOUT 5
 FL1923'FEET ABOVE THE SURFACE OF THE GROUND.
 FL1923
 FL1923                          STATION RECOVERY (1962)
 FL1923
 FL1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 FL1923'THIS TRAVERSE STATION WILL BE DESTROYED IN THE NEAR FUTURE.
 FL1923'THE CITY OF CANADIAN HAS SOLD THE WATER TANK.  IT WAS STATED,
 FL1923'THE TANK IS TO BE TORN DOWN TO CLEAR FOR THE OLD FOLKS HOME.
 FL1923'
 FL1923'NOTE--A NEW MUNICIPAL WATER TANK HAS BEEN ERECTED ABOUT 50 FEET
 FL1923'SOUTHWEST OF THE ABOVE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1458 ***********************************************************************
 AE1458  DESIGNATION -  CANAL
 AE1458  PID         -  AE1458
 AE1458  STATE/COUNTY-  TX/HIDALGO
 AE1458  USGS QUAD   -  EDINBURG (1983)
 AE1458
 AE1458                         *CURRENT SURVEY CONTROL
 AE1458  ___________________________________________________________________
 AE1458* NAD 83(1993)-  26 19 29.15259(N)    098 13 23.78275(W)     ADJUSTED  
 AE1458* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 AE1458  ___________________________________________________________________
 AE1458  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AE1458  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE1458
 AE1458  HORZ ORDER  -  FIRST
 AE1458
 AE1458.The horizontal coordinates were established by classical geodetic methods
 AE1458.and adjusted by the National Geodetic Survey in February 1996..
 AE1458
 AE1458.The orthometric height was scaled from a topographic map.
 AE1458
 AE1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1458
 AE1458.The geoid height was determined by GEOID03.
 AE1458
 AE1458;                    North         East     Units Scale Factor Converg.
 AE1458;SPC TX S     - 5,072,943.457   327,627.635   MT  0.99996394   +0 07 32.3
 AE1458;SPC TX S     -16,643,481.99  1,074,891.67   sFT  0.99996394   +0 07 32.3
 AE1458;UTM  14      - 2,911,883.298   577,519.498   MT  0.99967419   +0 20 40.1
 AE1458
 AE1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1458!SPC TX S     -   0.99999860  x   0.99996394  =   0.99996254
 AE1458!UTM  14      -   0.99999860  x   0.99967419  =   0.99967279
 AE1458
 AE1458|---------------------------------------------------------------------|
 AE1458| PID    Reference Object                     Distance      Geod. Az  |
 AE1458|                                                           dddmmss.s |
 AE1458| CV3009 CANAL RM 2                           50.643 METERS 00427     |
 AE1458| CV3007 CANAL AZ MK 2                                      0984809.2 |
 AE1458| CV3006 CANAL AZ MK                                        0991257.7 |
 AE1458| AE1456 EDINBURG BRICK STACK                APPROX. 6.1 KM 1113847.7 |
 AE1458| AE1457 EDINBURG HIDALGO CO CTHSE DOME      APPROX. 6.6 KM 1130417.6 |
 AE1458| AE1465 EDINBURG TALL MUN TANK              APPROX. 7.2 KM 1140255.9 |
 AE1458| AE1474 DONNA MUNICIPAL TANK                APPROX.24.4 KM 1351102.6 |
 AE1458| AE1473 ALAMO MUNICIPAL TANK                APPROX.19.1 KM 1472203.8 |
 AE1458| AE1501 SAN JUAN MUNICIPAL TANK             APPROX.16.7 KM 1554524.5 |
 AE1458| AE1491 PHARR MUNICIPAL TANK                APPROX.15.8 KM 1671102.0 |
 AE1458| AE1466 CANAL RM 3                           19.759 METERS 17327     |
 AE1458| AE1489 MC ALLEN SACRED HEART CATH CH       APPROX.13.7 KM 1852317.2 |
 AE1458| AE1493 MC ALLEN CENT L AND P CO TK         APPROX.13.3 KM 1853010.8 |
 AE1458| AE1579 SOUTHLAND ORCHARDS NURSERY TK       APPROX. 8.8 KM 2182840.7 |
 AE1458| AE1523 MISSION OLD MUNICIPAL TANK          APPROX.16.1 KM 2195937.5 |
 AE1458| AE1518 MISSION NEW MUNICIPAL TANK          APPROX.16.0 KM 2215008.9 |
 AE1458| CV3008 CANAL RM 1                           42.504 METERS 26531     |
 AE1458| CV3010 CANAL RM 4                           19.575 METERS 26614     |
 AE1458| AE1469 CANAL 1935 AZ MK 1961               430.819 METERS 2764436.7 |
 AE1458|---------------------------------------------------------------------|
 AE1458
 AE1458                          SUPERSEDED SURVEY CONTROL
 AE1458
 AE1458  NAD 83(1986)-  26 19 29.15850(N)    098 13 23.74781(W) AD(       ) 1
 AE1458  NAD 27      -  26 19 27.90659(N)    098 13 22.70240(W) AD(       ) 1
 AE1458
 AE1458.Superseded values are not recommended for survey control.
 AE1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1458.See file dsdata.txt to determine how the superseded data were derived.
 AE1458
 AE1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7751911883(NAD 83)
 AE1458_MARKER: DS = TRIANGULATION STATION DISK
 AE1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1458_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1458
 AE1458  HISTORY     - Date     Condition        Report By
 AE1458  HISTORY     - 1935     MONUMENTED       CGS
 AE1458  HISTORY     - 1937     MARK NOT FOUND   TXHD
 AE1458  HISTORY     - 1946     GOOD             CGS
 AE1458  HISTORY     - 1949     GOOD             TXHD
 AE1458  HISTORY     - 1959     GOOD             CGS
 AE1458  HISTORY     - 1961     GOOD             CGS
 AE1458  HISTORY     - 1962     GOOD             USGS
 AE1458
 AE1458                          STATION DESCRIPTION
 AE1458
 AE1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1458'STATION IS LOCATED 8.25 MILES N OF MC ALLEN, 4.0 MILES A
 AE1458'LITTLE N OF W OF EDINBURG, AND 7.5 MILES SW OF MONTE CHRISTO.
 AE1458'
 AE1458'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AE1458'BRONZE DISKS SET IN CONCRETE.
 AE1458'
 AE1458'REFERENCE MARK NO. 1 IS WSW OF STATION.
 AE1458'
 AE1458'REFERENCE MARK NO. 2 IS N OF STATION.
 AE1458'
 AE1458'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE E OF STATION, ALONG
 AE1458'CANAL ROAD, 15 FEET N OF CENTER LINE.
 AE1458'
 AE1458'REACHED FROM THE OLD RAILROAD STATION IN MC ALLEN BY GOING
 AE1458'N ON MAIN ROAD FOR 7.25 MILES TO A HIGHWAY, TURN LEFT FOR
 AE1458'A FEW YARDS, THEN RIGHT ON A DIRT ROAD.  GO N ON THIS ROAD
 AE1458'FOR 0.95 MILE TO A DIM CROSS ROAD AND THE CROSSING OF A
 AE1458'CONCRETE IRRIGATION CANAL.  MARK IS SET IN CORNER OF FIELD
 AE1458'ABOUT 100 FEET TO THE NE.
 AE1458'
 AE1458'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AE1458
 AE1458                          STATION RECOVERY (1937)
 AE1458
 AE1458'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AE1458'STATION MARK NOT RECOVERED AS IT WAS PROBABLY SET BELOW THE
 AE1458'SURFACE OF THE GROUND.  NO EFFORT MADE TO FIND THE AZIMUTH
 AE1458'MARK.  REFERENCE MARK NOS. 1 AND 2 WERE RECOVERED IN GOOD
 AE1458'CONDITION.  DESCRIPTION IS GOOD.
 AE1458
 AE1458                          STATION RECOVERY (1946)
 AE1458
 AE1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1458'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS, WITH
 AE1458'THE EXCEPTION OF THE AZIMUTH MARK, WERE RECOVERED AND IN
 AE1458'GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A
 AE1458'COMPLETE NEW DESCRIPTION FOLLOWS--
 AE1458'
 AE1458'THE STATION IS LOCATED ABOUT 4 MILES WEST OF EDINBURG AND
 AE1458'ABOUT 8 MILES NORTH OF MC ALLEN.  IT IS 15 FEET NORTH OF THE
 AE1458'CENTERLINE OF A DIRT ROAD, 95 FEET EAST OF THE CENTERLINE OF
 AE1458'A DIRT ROAD AND 14 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AE1458'A SMALL HOUSE.  THE MARK IS 18 INCHES UNDERGROUND AND THE
 AE1458'DISK IS STAMPED CANAL 1935.
 AE1458'
 AE1458'REFERENCE MARK NO. 1 IS 139.45 FEET WEST OF THE STATION.
 AE1458'IT IS 40 FEET SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES
 AE1458'OF A CROSSROADS.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 AE1458'STAMPED CANAL NO 1 1935.
 AE1458'
 AE1458'REFERENCE MARK NO. 2 IS 166.15 FEET NORTH OF THE STATION.
 AE1458'IT IS 30 FEET WEST OF THE WEST EDGE OF A YOUNG ORCHARD.  THE
 AE1458'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED CANAL NO 2
 AE1458'1935.
 AE1458'
 AE1458'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION.  IT IS
 AE1458'41.3 NORTHEAST OF THE CENTERLINE OF A CROSSROADS, 16 FEET
 AE1458'NORTH OF POLE NO. 767 AND IS 3 FEET SOUTH OF A WITNESS POST.
 AE1458'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CANAL 1935
 AE1458'1946.
 AE1458'
 AE1458'USBR WITNESS POST IS 0.4 MILE EAST OF THE STATION.  IT IS
 AE1458'15.2 FEET SOUTH OF THE AZIMUTH MARK.  IT IS A 4 X 4 INCH
 AE1458'CONCRETE POST WITH AN IRON BOLT IMBEDDED IN THE TOP.
 AE1458'
 AE1458'TO REACH THE STATION FROM THE COURTHOUSE IN EDINBURG, GO
 AE1458'WEST ON STATE HIGHWAY 107 FOR 4 MILES TO A CROSSROADS, TURN
 AE1458'RIGHT AND GO NORTH FOR 1 MILE TO A CONCRETE IRRIGATION DITCH
 AE1458'AND STATION.
 AE1458'
 AE1458'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON ROAD
 AE1458'ALONG CANAL FOR 0.5 MILE TO THE AZIMUTH MARK IN THE NORTHEAST
 AE1458'ANGLE OF A CROSSROADS.
 AE1458'
 AE1458'HEIGHT OF LIGHT ABOVE STATION--24 METERS.
 AE1458
 AE1458                          STATION RECOVERY (1949)
 AE1458
 AE1458'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AE1458'GENERALLY GOOD.  UNABLE TO LOCATE STATION BUT R.M. 1 AND 2
 AE1458'RECOVERED IN GOOD CONDITION.  R.M. 1 IS 58 FT N OF E AND W
 AE1458'LATERAL CANAL AND 36 FT W OF CENTERLINE OF MAIN N AND S ROAD.
 AE1458'R.M. 2 IS 259 FT N OF E AND W LATERAL CANAL AND 87 FT E. OF
 AE1458'CENTERLINE OF MAIN N AND S COUNTY ROAD.
 AE1458
 AE1458                          STATION RECOVERY (1959)
 AE1458
 AE1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RRH)
 AE1458'ON OCTOBER 14, 1959 THE STATION WAS FOUND ABOUT 0.4 FEET UNDER
 AE1458'THE SURFACE OF THE GROUND AND APPARENTLY UNDISTURBED.  REF.
 AE1458'MONT. NO. 1 WAS LEANING TO THE SOUTHWEST AND FOUND TO BEAR
 AE1458'SOUTH 85 DEG 29 MIN WEST 140.2 FEET.  REFERENCE MARK NO. 2
 AE1458'WAS NOT LOCATED, AND WAS PROBABLY DESTROYED BY CULTIVATION
 AE1458'IN THE CITRUS ORCHARD.  THE STATION CAN NOW BE FOUND 115 FEET
 AE1458'EAST OF THE WEST ROW FENCE OF DEPOT ROAD AND 89 FEET NORTH
 AE1458'OF THE CENTERLINE OF A 6 FOOT CONCRETE LINED EAST-WEST
 AE1458'IRRIGATION CANAL.  THE REMAINDER OF THE DESCRIPTIONS IS CORRECT.
 AE1458
 AE1458                          STATION RECOVERY (1961)
 AE1458
 AE1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1458'THE STATION MARK WAS RECOVERED AND WAS FOUND TO BE IN GOOD
 AE1458'CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED BUT THE MARK
 AE1458'HAS BEEN HIT BY MACHINERY AND IT WAS OUT OF ITS ORIGINAL
 AE1458'POSITION, THE MARK WAS DESTROYED BY THIS PARTY.  REFERENCE
 AE1458'MARK NO. 2 WAS SEARCHED FOR BUT THE MARK WAS NOT RECOVERED,
 AE1458'IT IS BELIEVED THE MARK HAS BEEN DESTROYED.  THE AZIMUTH MARK
 AE1458'WAS RECOVERED BUT IT HAS BEEN HIT BY MACHINERY AND IT WAS
 AE1458'OUT OF ITS ORIGINAL POSITION, THE MARK WAS DESTROYED BY THIS
 AE1458'PARTY.
 AE1458'
 AE1458'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AN AZIMUTH
 AE1458'MARK WAS SET BY THIS PARTY.  (FOR INFORMATION ON THESE MARKS SEE
 AE1458'THE DESCRIPTION FOR TRIANGULATION STATION CANAL 1935 R.M.
 AE1458'NO. 3.)
 AE1458'
 AE1458'A STEEL TOWER COULD NOT BE ERECTED OVER THE STATION MARK
 AE1458'BECAUSE THE MARK IS UNDER A POWERLINE.  A TOWER WAS ERECTED
 AE1458'OVER CANAL 1935 R.M. NO. 3 AND WAS OCCUPIED BY THIS PARTY.
 AE1458'(FOR INFORMATION ON THE STATION MARK SEE THE DESCRIPTION FOR
 AE1458'TRIANGULATION STATION CANAL 1935 R.M. NO. 3.)
 AE1458'
 AE1458'AZIMUTH MARK, STAMPED CANAL 1935 RESET 1961, N 83 DEG 15 MIN W
 AE1458'FROM TRIANGULATION STATION CANAL 1935.
 AE1458
 AE1458                          STATION RECOVERY (1962)
 AE1458
 AE1458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE1458'CANAL 1935 FOUND IN GOOD CONDITION AS DESCRIBED.  CANAL 1935
 AE1458'R.M. 3 USED AS STATION IN 1961 BECAUSE OF POWERLINE OVER
 AE1458'OLD STATION WAS NOT FOUND AND BELIEVED DESTROYED BY NEW
 AE1458'BULLDOZER WORK IN PROGRESS IN DECEMBER 1961.  R.M. 4 RECOVERED
 AE1458'AS DESCRIBED.  AZIMUTH MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6831 ***********************************************************************
 AW6831  DESIGNATION -  CANAL
 AW6831  PID         -  AW6831
 AW6831  STATE/COUNTY-  TX/BRAZORIA
 AW6831  USGS QUAD   -  LAKE JACKSON (1974)
 AW6831
 AW6831                         *CURRENT SURVEY CONTROL
 AW6831  ___________________________________________________________________
 AW6831* NAD 83(1993)-  29 01 53.14689(N)    095 27 53.54655(W)     ADJUSTED  
 AW6831* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AW6831  ___________________________________________________________________
 AW6831  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6831  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW6831
 AW6831  HORZ ORDER  -  SECOND
 AW6831
 AW6831.The horizontal coordinates were established by classical geodetic methods
 AW6831.and adjusted by the National Geodetic Survey in February 1996..
 AW6831
 AW6831.The orthometric height was scaled from a topographic map.
 AW6831
 AW6831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6831
 AW6831.The geoid height was determined by GEOID03.
 AW6831
 AW6831;                    North         East     Units Scale Factor Converg.
 AW6831;SPC TXSC     - 4,137,984.805   944,259.836   MT  0.99987718   +1 43 54.9
 AW6831;SPC TXSC     -13,576,038.48  3,097,959.15   sFT  0.99987718   +1 43 54.9
 AW6831;UTM  15      - 3,213,974.494   259,954.645   MT  1.00031112   -1 11 48.3
 AW6831
 AW6831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6831!SPC TXSC     -   1.00000355  x   0.99987718  =   0.99988073
 AW6831!UTM  15      -   1.00000355  x   1.00031112  =   1.00031467
 AW6831
 AW6831|---------------------------------------------------------------------|
 AW6831| PID    Reference Object                     Distance      Geod. Az  |
 AW6831|                                                           dddmmss.s |
 AW6831| CV6992 CANAL RM 1                           18.363 METERS 04810     |
 AW6831| AW6824 LAKE JACKSON MUNICIPAL TANK         APPROX. 2.7 KM 0773609.8 |
 AW6831| CV6993 CANAL RM 2                           23.283 METERS 17348     |
 AW6831| CV6991 CANAL AZ MK                                        3541047.1 |
 AW6831|---------------------------------------------------------------------|
 AW6831
 AW6831                          SUPERSEDED SURVEY CONTROL
 AW6831
 AW6831  NAD 83(1986)-  29 01 53.15700(N)    095 27 53.52600(W) AD(       ) 2
 AW6831  NAD 27      -  29 01 52.27000(N)    095 27 52.73200(W) AD(       ) 2
 AW6831
 AW6831.Superseded values are not recommended for survey control.
 AW6831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6831.See file dsdata.txt to determine how the superseded data were derived.
 AW6831
 AW6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5995513974(NAD 83)
 AW6831_MARKER: DS = TRIANGULATION STATION DISK
 AW6831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6831
 AW6831  HISTORY     - Date     Condition        Report By
 AW6831  HISTORY     - 1954     MONUMENTED       CGS
 AW6831
 AW6831                          STATION DESCRIPTION
 AW6831
 AW6831'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW6831'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF BRAZORIA,
 AW6831'4.5 MILES NORTHWEST OF CLUTE, 1.5 MILES WEST OF THE COMMUNITY
 AW6831'OF LAKE JACKSON, 800 FEET NORTHEAST OF THE BRAZOS RIVER
 AW6831'PROTECTION LEVEE, AND ON PROPERTY OWNED BY THE DOW CHEMICAL
 AW6831'COMPANY.
 AW6831'
 AW6831'REACHED FROM THE JUNCTION OF STATE ROUTE 288 AND FARM AND
 AW6831'MARKET ROAD 1605 AT THE SOUTHEAST EDGE OF CLUTE BY GOING
 AW6831'NORTHWESTERLY ON ROAD 1605 FOR 6.4 MILES TO A BRIDGE CROSSING
 AW6831'BUFFALO CAMP BAYOU AND A ROAD ON TOP OF THE BRAZOS RIVER
 AW6831'PROTECTION LEVEE ON THE LEFT.  TURN LEFT, PASSING THROUGH
 AW6831'A LOCKED GATE, AND GO 1.5 MILES TO A RAMP ON THE LEFT AND
 AW6831'A BRIDGE ON THE RIGHT.  TURN LEFT AND GO 0.05 MILE TO A
 AW6831'BEND IN A TRACK ROAD.  TURN LEFT AND GO 0.1 MILE TO THE
 AW6831'STATION ON THE LEFT AS DESCRIBED.
 AW6831'
 AW6831'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE STRAIGHT
 AW6831'AHEAD, NORTHERLY, FOR 0.15 MILE TO AN UNDERGROUND PIPE CROSSING.
 AW6831'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE AZIMUTH MARK
 AW6831'ON THE RIGHT AS DESCRIBED.
 AW6831'
 AW6831'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6831'IS 10 FEET WEST OF THE APPROXIMATE CENTER OF A TRACK ROAD
 AW6831'AND 4.5 FEET SOUTH OF A WITNESS POST.  THE DISK IS STAMPED
 AW6831'CANAL 1954, AND THE MARK PROJECTS 4 INCHES.
 AW6831'
 AW6831'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AW6831'MONUMENT, IS 30 FEET EAST OF THE APPROXIMATE CENTER OF THE
 AW6831'TRACK ROAD.  THE DISK IS STAMPED CANAL NO 1 1954, AND THE
 AW6831'MARK PROJECTS 5 INCHES.
 AW6831'
 AW6831'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AW6831'MONUMENT, IS 12 FEET WEST OF THE APPROXIMATE CENTER OF THE
 AW6831'TRACK ROAD.  THE DISK IS STAMPED CANAL NO 2 1954, AND THE
 AW6831'MARK PROJECTS 4 INCHES.
 AW6831'
 AW6831'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6831'IS 15 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD
 AW6831'AND 3 FEET SOUTH OF A WITNESS POST.  THE DISK IS STAMPED
 AW6831'CANAL 1954, AND THE MARK PROJECTS 5 INCHES.
 AW6831'
 AW6831'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0795 ***********************************************************************
 DO0795  DESIGNATION -  CANAL
 DO0795  PID         -  DO0795
 DO0795  STATE/COUNTY-  TX/WICHITA
 DO0795  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0795
 DO0795                         *CURRENT SURVEY CONTROL
 DO0795  ___________________________________________________________________
 DO0795* NAD 83(1993)-  33 57 17.40051(N)    098 35 54.91350(W)     ADJUSTED  
 DO0795* NAVD 88     -       314.2    (meters)    1031.     (feet)  VERTCON   
 DO0795  ___________________________________________________________________
 DO0795  X           -    -791,854.322 (meters)                     COMP
 DO0795  Y           -  -5,236,766.120 (meters)                     COMP
 DO0795  Z           -   3,542,452.204 (meters)                     COMP
 DO0795  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 DO0795  ELLIP HEIGHT-         286.80  (meters)          (02/16/96) GPS OBS
 DO0795  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DO0795
 DO0795  HORZ ORDER  -  THIRD
 DO0795  ELLP ORDER  -  FIFTH     CLASS I
 DO0795
 DO0795.The horizontal coordinates were established by classical geodetic methods
 DO0795.and adjusted by the National Geodetic Survey in February 1996..
 DO0795
 DO0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0795
 DO0795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0795
 DO0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0795
 DO0795.The ellipsoidal height was determined by GPS observations
 DO0795.and is referenced to NAD 83.
 DO0795
 DO0795.The geoid height was determined by GEOID03.
 DO0795
 DO0795;                    North         East     Units Scale Factor Converg.
 DO0795;SPC TXNC     - 2,253,751.266   590,887.267   MT  0.99999672   -0 03 13.6
 DO0795;SPC TXNC     - 7,394,182.28  1,938,602.64   sFT  0.99999672   -0 03 13.6
 DO0795;UTM  14      - 3,757,220.589   537,089.336   MT  0.99961696   +0 13 27.1
 DO0795
 DO0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0795!SPC TXNC     -   0.99995498  x   0.99999672  =   0.99995170
 DO0795!UTM  14      -   0.99995498  x   0.99961696  =   0.99957196
 DO0795
 DO0795|---------------------------------------------------------------------|
 DO0795| PID    Reference Object                     Distance      Geod. Az  |
 DO0795|                                                           dddmmss.s |
 DO0795| CX6851 CANAL RM 1                           10.979 METERS 10447     |
 DO0795| DO0791 WICHITA FALLS TV KFDX MAST          APPROX. 8.1 KM 1525129.3 |
 DO0795| CX6852 CANAL RM 2                           11.768 METERS 27303     |
 DO0795| CX6850 CANAL AZ MK                                        2792951.5 |
 DO0795|---------------------------------------------------------------------|
 DO0795
 DO0795                          SUPERSEDED SURVEY CONTROL
 DO0795
 DO0795  NAD 83(1993)-  33 57 17.40135(N)    098 35 54.91284(W) AD(       ) 3
 DO0795  NAD 83(1986)-  33 57 17.40237(N)    098 35 54.89768(W) AD(       ) 3
 DO0795  NAD 27      -  33 57 17.05602(N)    098 35 53.68737(W) AD(       ) 3
 DO0795  NGVD 29 (12/08/88)  314.1    (m)         1031.     (f) GPS OBS        
 DO0795
 DO0795.Superseded values are not recommended for survey control.
 DO0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0795.See file dsdata.txt to determine how the superseded data were derived.
 DO0795
 DO0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3708957221(NAD 83)
 DO0795_MARKER: DS = TRIANGULATION STATION DISK
 DO0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0795_SP_SET: CONCRETE POST
 DO0795_STAMPING: CANAL 1965
 DO0795_MARK LOGO: CGS   
 DO0795_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0795+STABILITY: SURFACE MOTION
 DO0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0795+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 DO0795
 DO0795  HISTORY     - Date     Condition        Report By
 DO0795  HISTORY     - 1966     MONUMENTED       CGS
 DO0795  HISTORY     - 1966     GOOD             CGS
 DO0795  HISTORY     - 1988     GOOD             NGS
 DO0795  HISTORY     - 19910312 GOOD             NGS
 DO0795
 DO0795                          STATION DESCRIPTION
 DO0795
 DO0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0795'THE STATION IS ABOUT 9-1/2 MILES SOUTH OF BURKBURNETT, 6-1/2
 DO0795'MILES NORTHWEST OF WICHITA FALLS AND 4 MILES EAST OF IOWA PARK,
 DO0795'ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 287.
 DO0795'
 DO0795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 DO0795'AND FARM ROAD 368 AT THE NORTH EDGE OF IOWA PARK, GO EAST ON
 DO0795'HIGHWAY 287 FOR 3.85 MILES TO FARM ROAD 369 EXIT.  BEAR RIGHT
 DO0795'AND CONTINUE EAST ON EXIT ROAD FOR 0.1 MILE TO THE AZIMUTH MARK
 DO0795'ON THE RIGHT.  CONTINUE EAST ON EXIT FOR 0.25 MILE TO A CROSSROAD
 DO0795'AT A STOP SIGN.  CROSS THE ROAD AND CONTINUE EAST ON HIGHWAY
 DO0795'ENTRANCE ROAD FOR 0.15 MILE TO HIGHWAY 287.  CONTINUE EAST ON
 DO0795'HIGHWAY FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 DO0795'
 DO0795'STATION MARK IS A STANDARD DISK, STAMPED CANAL 1965, SET IN
 DO0795'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0795'IS FLUSH WITH THE GROUND.  IT IS 109 FEET SOUTH OF THE CENTERLINE
 DO0795'OF THE EAST BOUND LANE OF U.S. HIGHWAY 287, 6 FEET NORTH OF THE
 DO0795'SOUTH RIGHT-OF-WAY FENCE, 5 FEET NORTHEAST OF A WITNESS POST
 DO0795'AND ABOUT 8 FEET HIGHER THAN THE STATION.
 DO0795'
 DO0795'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CANAL NO 1 1965,
 DO0795'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0795'THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 112 FEET SOUTH
 DO0795'OF THE CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY, 3 FEET
 DO0795'NORTH OF THE RIGHT-OF-WAY FENCE AND ABOUT THE SAME ELEVATION
 DO0795'AS THE STATION.
 DO0795'
 DO0795'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CANAL NO 2 1965,
 DO0795'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0795'THAT PROJECTS 11 INCHES ABOVE THE GROUND.  IT IS 115 FEET SOUTH
 DO0795'OF THE CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY, 1 FOOT
 DO0795'NORTH OF THE RIGHT-OF-WAY FENCE AND ABOUT THE SAME ELEVATION AS
 DO0795'THE STATION.
 DO0795'
 DO0795'AZIMUTH MARK IS A STANDARD DISK, STAMPED CANAL 1965, SET IN THE
 DO0795'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0795'4 INCHES ABOVE THE GROUND.  IT IS 73 FEET SOUTH OF THE CENTERLINE
 DO0795'OF THE EXIT ROAD, 4 FEET EAST OF A WITNESS POST AND 1 FOOT
 DO0795'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 DO0795
 DO0795                          STATION RECOVERY (1966)
 DO0795
 DO0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 DO0795'RECOVERED IN GOOD CONDITION.
 DO0795
 DO0795                          STATION RECOVERY (1988)
 DO0795
 DO0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0795'THE STATION WAS RECOVERED AT THIS DATE.
 DO0795'OTHER MARKS NOT SEARCHED FOR.
 DO0795'
 DO0795'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI)
 DO0795'EAST OF IOWA PARK AND ON THE SOUTH SIDE OF US HIGHWAY 287 ON
 DO0795'HIGHWAY RIGHT-OF-WAY.
 DO0795'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, PO BOX 2708, AMARILLO TX
 DO0795'79105, PHONE 806-355-5671.
 DO0795'
 DO0795'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 287 AND FARM
 DO0795'ROAD 369, WHICH IS ABOUT 6.4 KM (4.0 MI) EAST OF IOWA PARK, GO EAST
 DO0795'ON US HIGHWAY 287 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT
 DO0795'ON TOP OF LOW RIDGE NEXT TO FENCE.
 DO0795'
 DO0795'THE STATION MARK IS A STANDARD CGS STATION DISK STAMPED---CANAL
 DO0795'1965---, SET IN THE TOP OF A 30 CM ROUND CONCRETE POST PROJECTING 1
 DO0795'CM.  LOCATED 33.7 METERS (110.6 FT) SOUTH OF AND 3.0 METERS (9.8
 DO0795'FT) ABOVE THE CENTER OF THE EASTBOUND LANES OF HIGHWAY, 4.4 METERS
 DO0795'(14.4 FT) EAST-NORTHEAST OF A BURIED CABLE SIGN, 1.5 METERS (4.9
 DO0795'FT) NORTH OF A METAL WITNESS POST AND 0.4 METER (1.3 FT) WEST OF A
 DO0795'FIBERGLASS WITNESS POST.
 DO0795'
 DO0795'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0795'
 DO0795'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0795'
 DO0795'DESCRIBED BY D.A. BOWLING.
 DO0795
 DO0795                          STATION RECOVERY (1991)
 DO0795
 DO0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DO0795'STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTH OF BURKBURNETT, 6.5 MI
 DO0795'(10.5 KM) NORTHWEST OF WITCHITA FALLS, 5.0 MI (8.0 KM) NORTHEAST OF
 DO0795'IOWA PARK, 1.0 MI (1.6 KM) NORTH OF U.S. BUSINESS 287, IN THE SOUTH
 DO0795'R-O-W OF U.S. HIGHWAY 287 EASTBOUND LANES, ON A LOW CUT JUST EAST OF
 DO0795'THE U.S. HIGHWAY 287 AND FARM ROAD 369 INTERCHANGE. OWNERSHIP-TEXAS
 DO0795'DEPARTMENT OF TRANSPORTATION.
 DO0795'TO REACH THE STATION FROM THE JUNCTION OF U.S. BUSINESS 287 AND FARM
 DO0795'ROAD 369 WHICH IS LOCATED ABOUT 4.0 MILES EAST OF IOWA PARK, GO NORTH
 DO0795'ALONG FARM ROAD 369 FOR 1.0 MI (1.6 KM) TO THE U.S. HIGHWAY 287
 DO0795'OVERHEAD BRIDGE AND AN EAST BOUND ACCESS ROAD TO U.S. HIGHWAY 287
 DO0795'EASTBOUND ON THE RIGHT. TURN RIGHT, EAST, ALONG THE ACCESS RAMP FOR
 DO0795'ABOUT 0.1 MI, THEN CONTINUE EAST ALONG THE NORTH SIDE OF A R-O-W
 DO0795'FENCELINE AND IN THE GRASSY R-O-W FOR ABOUT 0.2 MI (0.3 KM) TO THE
 DO0795'TOP OF A LOW CUT AND THE STATION.  CAN ALSO REACH BY GOING EAST ALONG
 DO0795'U.S. HIGHWAY 287 EASTBOUND FROM THE FARM ROAD 369 INTERCHANGE FOR
 DO0795'ABOUT 0.3 MI (0.5 KM) TO THE STATION ON TOP OF A LOW CUT ON THE
 DO0795'RIGHT. THIS INTERCHANGE IS THE 1ST EXIT WEST OF THE HUNTINGTON ROAD
 DO0795'EXIT.
 DO0795'STATION IS 4.4 M (14.4 FT) EAST-NORTHEAST OF A BURIED CABLE SIGN POST,
 DO0795'1.5 M (4.9 FT) NORTH OF A METAL WITNESS POST, 1.0 FT (0.3 M) WEST OF
 DO0795'A FIBERGLASS WITNESS POST, AND ABOUT 12 FT (3.7 M) ABOVE THE HIGHWAY
 DO0795'EASTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2881 ***********************************************************************
 AW2881  DESIGNATION -  CANAL AZ MK
 AW2881  PID         -  AW2881
 AW2881  STATE/COUNTY-  TX/LIBERTY
 AW2881  USGS QUAD   -  MOSS BLUFF (1993)
 AW2881
 AW2881                         *CURRENT SURVEY CONTROL
 AW2881  ___________________________________________________________________
 AW2881* NAD 83(1986)-  29 57 57.     (N)    094 50 35.     (W)     SCALED    
 AW2881* NAVD 88     -        16.79   (+/-2cm)      55.1    (feet)  VERTCON   
 AW2881  ___________________________________________________________________
 AW2881  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW2881
 AW2881  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2881
 AW2881.The horizontal coordinates were scaled from a topographic map and have
 AW2881.an estimated accuracy of +/- 6 seconds.
 AW2881
 AW2881.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2881.The vertical order pertains to the NGVD 29 superseded value.
 AW2881
 AW2881.The geoid height was determined by GEOID03.
 AW2881
 AW2881;                    North         East    Units  Estimated Accuracy
 AW2881;SPC TX C     - 3,046,240.    1,229,730.      MT  (+/- 180 meters Scaled)
 AW2881
 AW2881                          SUPERSEDED SURVEY CONTROL
 AW2881
 AW2881  NGVD 29 (??/??/92)   16.79   (m)           55.1    (f) COMPUTED    1 2
 AW2881
 AW2881.Superseded values are not recommended for survey control.
 AW2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2881.See file dsdata.txt to determine how the superseded data were derived.
 AW2881
 AW2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP221164(NAD 83)
 AW2881_MARKER: DZ = AZIMUTH MARK DISK
 AW2881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2881_STAMPING: CANAL 1951
 AW2881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2881+STABILITY: SURFACE MOTION
 AW2881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2881+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AW2881
 AW2881  HISTORY     - Date     Condition        Report By
 AW2881  HISTORY     - 1951     MONUMENTED       CGS
 AW2881  HISTORY     - 1959     GOOD             NGS
 AW2881  HISTORY     - 1964     GOOD             NGS
 AW2881  HISTORY     - 20050208 GOOD             USPSQD
 AW2881
 AW2881                          STATION DESCRIPTION
 AW2881
 AW2881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2881'6.65 MI SE FROM DAYTON.
 AW2881'ABOUT 0.15 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE DAYTON HIGH
 AW2881'SCHOOL AT DAYTON, THENCE ABOUT 6.5 MILES SOUTHEAST ALONG FARM ROAD
 AW2881'1409, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 232 FEET NORTH OF A
 AW2881'CANAL, 15 FEET NORTH OF A POWER POLE, 1 1/2 FEET EAST OF A FENCE, 1.0
 AW2881'FEET EAST OF A METAL WITNESS POST, 1.5 FEET NORTH OF A CONCRETE
 AW2881'RIGHT-OF-WAY MARKER POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 AW2881'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW2881
 AW2881                          STATION RECOVERY (1964)
 AW2881
 AW2881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2881'RECOVERED IN GOOD CONDITION.
 AW2881
 AW2881                          STATION RECOVERY (2005)
 AW2881
 AW2881'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2878 ***********************************************************************
 AW2878  DESIGNATION -  CANAL RM 1
 AW2878  PID         -  AW2878
 AW2878  STATE/COUNTY-  TX/LIBERTY
 AW2878  USGS QUAD   -  MOSS BLUFF (1993)
 AW2878
 AW2878                         *CURRENT SURVEY CONTROL
 AW2878  ___________________________________________________________________
 AW2878* NAD 83(1986)-  29 58 16.     (N)    094 50 37.     (W)     SCALED    
 AW2878* NAVD 88     -        16.78   (+/-2cm)      55.1    (feet)  VERTCON   
 AW2878  ___________________________________________________________________
 AW2878  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW2878
 AW2878  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2878
 AW2878.The horizontal coordinates were scaled from a topographic map and have
 AW2878.an estimated accuracy of +/- 6 seconds.
 AW2878
 AW2878.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2878.The vertical order pertains to the NGVD 29 superseded value.
 AW2878
 AW2878.The geoid height was determined by GEOID03.
 AW2878
 AW2878;                    North         East    Units  Estimated Accuracy
 AW2878;SPC TX C     - 3,046,820.    1,229,640.      MT  (+/- 180 meters Scaled)
 AW2878
 AW2878                          SUPERSEDED SURVEY CONTROL
 AW2878
 AW2878  NGVD 29 (??/??/92)   16.778  (m)           55.05   (f) ADJ UNCH    1 2
 AW2878
 AW2878.Superseded values are not recommended for survey control.
 AW2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2878.See file dsdata.txt to determine how the superseded data were derived.
 AW2878
 AW2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP221170(NAD 83)
 AW2878_MARKER: DR = REFERENCE MARK DISK
 AW2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2878_STAMPING: CANAL NO 1 1951
 AW2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2878+STABILITY: SURFACE MOTION
 AW2878
 AW2878  HISTORY     - Date     Condition        Report By
 AW2878  HISTORY     - 1951     MONUMENTED       CGS
 AW2878  HISTORY     - 1959     GOOD             NGS
 AW2878  HISTORY     - 1964     GOOD             NGS
 AW2878  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2878
 AW2878                          STATION DESCRIPTION
 AW2878
 AW2878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2878'6.3 MI SE FROM DAYTON.
 AW2878'ABOUT 0.15 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE DAYTON HIGH
 AW2878'SCHOOL AT DAYTON, THENCE ABOUT 6.15 MILES SOUTHEAST ALONG FARM ROAD
 AW2878'1409, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE
 AW2878'SOUTHEAST OF A CONCRETE BRIDGE OVER A LARGE DITCH, 117 FEET NORTHWEST
 AW2878'OF THE NORTHWEST CORNER OF A FARMHOUSE, 172 FEET NORTHEAST OF
 AW2878'TRIANGULATION STATION CANAL 1951, 82 FEET NORTH OF THE CENTER LINE OF
 AW2878'A PRIVATE DRIVEWAY LEADING EAST TO A FARMHOUSE, 1 1/2 FEET SOUTH OF A
 AW2878'14-INCH GUM TREE, 1 FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD,
 AW2878'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW2878
 AW2878                          STATION RECOVERY (1964)
 AW2878
 AW2878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2878'RECOVERED IN GOOD CONDITION.
 AW2878
 AW2878                          STATION RECOVERY (1989)
 AW2878
 AW2878'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCB)
 AW2878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2880 ***********************************************************************
 AW2880  DESIGNATION -  CANAL RM 2
 AW2880  PID         -  AW2880
 AW2880  STATE/COUNTY-  TX/LIBERTY
 AW2880  USGS QUAD   -  MOSS BLUFF (1993)
 AW2880
 AW2880                         *CURRENT SURVEY CONTROL
 AW2880  ___________________________________________________________________
 AW2880* NAD 83(1986)-  29 58 16.     (N)    094 50 37.     (W)     SCALED    
 AW2880* NAVD 88     -        16.71   (+/-2cm)      54.8    (feet)  VERTCON   
 AW2880  ___________________________________________________________________
 AW2880  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW2880
 AW2880  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2880
 AW2880.The horizontal coordinates were scaled from a topographic map and have
 AW2880.an estimated accuracy of +/- 6 seconds.
 AW2880
 AW2880.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2880.The vertical order pertains to the NGVD 29 superseded value.
 AW2880
 AW2880.The geoid height was determined by GEOID03.
 AW2880
 AW2880;                    North         East    Units  Estimated Accuracy
 AW2880;SPC TX C     - 3,046,820.    1,229,640.      MT  (+/- 180 meters Scaled)
 AW2880
 AW2880                          SUPERSEDED SURVEY CONTROL
 AW2880
 AW2880  NGVD 29 (??/??/92)   16.708  (m)           54.82   (f) ADJ UNCH    1 2
 AW2880
 AW2880.Superseded values are not recommended for survey control.
 AW2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2880.See file dsdata.txt to determine how the superseded data were derived.
 AW2880
 AW2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP221170(NAD 83)
 AW2880_MARKER: DR = REFERENCE MARK DISK
 AW2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2880_STAMPING: CANAL NO 2 1951
 AW2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2880+STABILITY: SURFACE MOTION
 AW2880
 AW2880  HISTORY     - Date     Condition        Report By
 AW2880  HISTORY     - 1951     MONUMENTED       CGS
 AW2880  HISTORY     - 1959     GOOD             NGS
 AW2880  HISTORY     - 1964     GOOD             NGS
 AW2880  HISTORY     - 20040315 MARK NOT FOUND   USPSQD
 AW2880
 AW2880                          STATION DESCRIPTION
 AW2880
 AW2880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2880'6.3 MI SE FROM DAYTON.
 AW2880'ABOUT 0.15 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE DAYTON HIGH
 AW2880'SCHOOL AT DAYTON, THENCE ABOUT 6.15 MILES SOUTHEAST ALONG FARM ROAD
 AW2880'1409, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE
 AW2880'SOUTHEAST OF A CONCRETE BRIDGE OVER A LARGE DITCH, 125 FEET
 AW2880'SOUTH-SOUTHEAST OF TRIANGULATION STATION CANAL 1951, 42 1/2 FEET EAST
 AW2880'OF A FENCE, 1 FOOT NORTH OF A POWER POLE, ABOUT 1 FOOT BELOW THE LEVEL
 AW2880'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW2880
 AW2880                          STATION RECOVERY (1964)
 AW2880
 AW2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2880'RECOVERED IN GOOD CONDITION.
 AW2880
 AW2880                          STATION RECOVERY (2004)
 AW2880
 AW2880'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1466 ***********************************************************************
 AE1466  DESIGNATION -  CANAL RM 3
 AE1466  PID         -  AE1466
 AE1466  STATE/COUNTY-  TX/HIDALGO
 AE1466  USGS QUAD   -  EDINBURG (1983)
 AE1466
 AE1466                         *CURRENT SURVEY CONTROL
 AE1466  ___________________________________________________________________
 AE1466* NAD 83(1993)-  26 19 28.51476(N)    098 13 23.70140(W)     ADJUSTED  
 AE1466* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 AE1466  ___________________________________________________________________
 AE1466  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AE1466  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE1466
 AE1466  HORZ ORDER  -  SECOND
 AE1466
 AE1466.The horizontal coordinates were established by classical geodetic methods
 AE1466.and adjusted by the National Geodetic Survey in February 1996..
 AE1466
 AE1466.The orthometric height was scaled from a topographic map.
 AE1466
 AE1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1466
 AE1466.The geoid height was determined by GEOID03.
 AE1466
 AE1466;                    North         East     Units Scale Factor Converg.
 AE1466;SPC TX S     - 5,072,923.833   327,629.934   MT  0.99996398   +0 07 32.3
 AE1466;SPC TX S     -16,643,417.61  1,074,899.21   sFT  0.99996398   +0 07 32.3
 AE1466;UTM  14      - 2,911,863.689   577,521.872   MT  0.99967420   +0 20 40.1
 AE1466
 AE1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1466!SPC TX S     -   0.99999860  x   0.99996398  =   0.99996258
 AE1466!UTM  14      -   0.99999860  x   0.99967420  =   0.99967280
 AE1466
 AE1466:                Primary Azimuth Mark                     Grid Az
 AE1466:SPC TX S     -  FAYSVILLE TENN GAS PLINE MAST            057 09 40.9
 AE1466:UTM  14      -  FAYSVILLE TENN GAS PLINE MAST            056 56 33.1
 AE1466
 AE1466|---------------------------------------------------------------------|
 AE1466| PID    Reference Object                     Distance      Geod. Az  |
 AE1466|                                                           dddmmss.s |
 AE1466| AE1450 FAYSVILLE TENN GAS PLINE MAST       APPROX.16.7 KM 0571713.2 |
 AE1466| AE1460 EDINBURG WILSON TWO WAY MAST        APPROX. 9.5 KM 0644359.8 |
 AE1466| AE1461 EDINBURG VAHLSING INC RAD MAST      APPROX. 6.5 KM 0722516.0 |
 AE1466| AE1463 EDINBURG RAD STA KURV N MAST        APPROX. 6.3 KM 0845933.8 |
 AE1466| AE1462 EDINBURG RAD STA KURV S MAST        APPROX. 6.3 KM 0854953.5 |
 AE1466| AE1469 CANAL 1935 AZ MK 1961               435.789 METERS 2791621.1 |
 AE1466| AE1458 CANAL                                19.759 METERS 35327     |
 AE1466|---------------------------------------------------------------------|
 AE1466
 AE1466                          SUPERSEDED SURVEY CONTROL
 AE1466
 AE1466  NAD 83(1986)-  26 19 28.52066(N)    098 13 23.66646(W) AD(       ) 2
 AE1466  NAD 27      -  26 19 27.26865(N)    098 13 22.62104(W) AD(       ) 2
 AE1466
 AE1466.Superseded values are not recommended for survey control.
 AE1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1466.See file dsdata.txt to determine how the superseded data were derived.
 AE1466
 AE1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7752211864(NAD 83)
 AE1466_MARKER: DR = REFERENCE MARK DISK
 AE1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1466
 AE1466  HISTORY     - Date     Condition        Report By
 AE1466  HISTORY     - 1961     MONUMENTED       CGS
 AE1466
 AE1466                          STATION DESCRIPTION
 AE1466
 AE1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1466'THE STATION IS APPROXIMATELY 4 MILES WEST AND 1 MILE NORTH
 AE1466'OF EDINBURG, ON THE SOUTH RIGHT-OF-WAY OF A SAND ROAD, ON
 AE1466'THE NORTH SIDE OF A CANAL.
 AE1466'
 AE1466'TO REACH THE STATION FROM THE WEST SIDE OF THE COURTHOUSE
 AE1466'IN EDINBURG, GO WEST ON STATE HIGHWAY 107 FOR 3.9 MILES TO
 AE1466'A CROSSROAD.  TURN RIGHT, NORTH, ON A GRAVEL ROAD FOR 1.0
 AE1466'MILE TO THE CANAL AND THE STATION AS DESCRIBED.  (TO REACH
 AE1466'THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE NORTH
 AE1466'SIDE OF THE CANAL FOR 0.25 MILE TO A NORTH-SOUTH FENCE AND
 AE1466'THE AZIMUTH MARK.)
 AE1466'
 AE1466'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED CANAL
 AE1466'NO 3 1935.  THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST
 AE1466'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 109
 AE1466'FEET EAST OF THE CENTER OF A T-INTERSECTION, 52 FEET SOUTH
 AE1466'OF THE CENTER OF THE SAND ROAD, 25 FEET NORTH OF THE NORTH
 AE1466'EDGE OF THE CANAL AND 21.5 FEET WEST OF A MULBERRY TREE.  THE
 AE1466'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AE1466'42 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1466'
 AE1466'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CANAL NO 4 1935,
 AE1466'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AE1466'IT IS 50 FEET NORTHEAST OF THE T-INTERSECTION, 37 FEET WEST
 AE1466'OF THE CENTER OF A TRACK ROAD AT THE WEST SIDE OF A ORCHARD,
 AE1466'20 FEET NORTH OF THE CENTER OF THE SAND ROAD AND 6 FEET
 AE1466'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE WATER TRAP.
 AE1466'
 AE1466'AZIMUTH MARK, A STANDARD DISK STAMPED CANAL 1935 RESET 1961,
 AE1466'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 AE1466'IT IS 28 FEET NORTH OF THE CENTER OF THE CANAL, 11 FEET SOUTH
 AE1466'OF THE CENTER OF A CATTLE GUARD, 2 FEET SOUTH OF A METAL
 AE1466'WITNESS POST AND 1 FOOT EAST OF A FENCE.
 AE1466'
 AE1466'CANAL 1935, IS A STANDARD STATION MARK DISK STAMPED CANAL
 AE1466'1935, SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 AE1466'SURFACE OF THE GROUND.  IT IS 107 FEET NORTHEAST OF THE
 AE1466'CENTER OF THE T-INTERSECTION, 26 FEET EAST OF THE CENTER
 AE1466'OF A SAND TRACK ROAD AT THE WEST SIDE OF A ORCHARD, 13 FEET
 AE1466'NORTH OF THE CENTER OF THE SAND ROAD AND AT THE SOUTH EDGE
 AE1466'OF THE ORCHARD, BETWEEN THE LAST TWO ROWS OF TREES.  THE
 AE1466'UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.  A STEEL
 AE1466'TOWER COULD NOT BE ERECTED OVER THE MARK BECAUSE THE MARK IS
 AE1466'UNDER A POWERLINE.
 AE1466'
 AE1466'NOTE--MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AE1466'
 AE1466'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1393 ***********************************************************************
 AH1393  DESIGNATION -  CANALA
 AH1393  PID         -  AH1393
 AH1393  STATE/COUNTY-  TX/KENEDY
 AH1393  USGS QUAD   -  POTRERO CORTADO (1975)
 AH1393
 AH1393                         *CURRENT SURVEY CONTROL
 AH1393  ___________________________________________________________________
 AH1393* NAD 83(1993)-  27 02 44.13216(N)    097 28 18.92440(W)     ADJUSTED  
 AH1393* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AH1393  ___________________________________________________________________
 AH1393  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AH1393  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AH1393
 AH1393  HORZ ORDER  -  SECOND
 AH1393
 AH1393.The horizontal coordinates were established by classical geodetic methods
 AH1393.and adjusted by the National Geodetic Survey in February 1996..
 AH1393
 AH1393.The orthometric height was scaled from a topographic map.
 AH1393
 AH1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1393
 AH1393.The geoid height was determined by GEOID03.
 AH1393
 AH1393;                    North         East     Units Scale Factor Converg.
 AH1393;SPC TX S     - 5,153,188.607   401,988.613   MT  0.99989509   +0 28 00.3
 AH1393;SPC TX S     -16,906,752.95  1,318,857.64   sFT  0.99989509   +0 28 00.3
 AH1393;UTM  14      - 2,992,404.121   651,557.826   MT  0.99988356   +0 41 41.8
 AH1393
 AH1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1393!SPC TX S     -   1.00000258  x   0.99989509  =   0.99989767
 AH1393!UTM  14      -   1.00000258  x   0.99988356  =   0.99988614
 AH1393
 AH1393|---------------------------------------------------------------------|
 AH1393| PID    Reference Object                     Distance      Geod. Az  |
 AH1393|                                                           dddmmss.s |
 AH1393| CV3011 CANALA RM 1                          23.938 METERS 07507     |
 AH1393| AH1395 INDIAN 2                            APPROX. 1.9 KM 1381038.6 |
 AH1393| AH1515 SALINA WINDMILL                     APPROX. 9.5 KM 2943129.9 |
 AH1393| CV3012 CANALA RM 2                          21.042 METERS 31646     |
 AH1393|---------------------------------------------------------------------|
 AH1393
 AH1393                          SUPERSEDED SURVEY CONTROL
 AH1393
 AH1393  NAD 83(1986)-  27 02 44.14986(N)    097 28 18.89916(W) AD(       ) 2
 AH1393  NAD 27      -  27 02 42.96700(N)    097 28 17.94800(W) AD(       ) 2
 AH1393
 AH1393.Superseded values are not recommended for survey control.
 AH1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1393.See file dsdata.txt to determine how the superseded data were derived.
 AH1393
 AH1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5155892404(NAD 83)
 AH1393_MARKER: DS = TRIANGULATION STATION DISK
 AH1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1393_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1393
 AH1393  HISTORY     - Date     Condition        Report By
 AH1393  HISTORY     - 1939     MONUMENTED       CGS
 AH1393  HISTORY     - 1949     GOOD             CGS
 AH1393  HISTORY     - 1969     GOOD             CGS
 AH1393
 AH1393                          STATION DESCRIPTION
 AH1393
 AH1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1393'STATION IS LOCATED ON THE KENEDY RANCH ABOUT 24 MILES SE OF
 AH1393'SARITA, 17 MILES S OF BAFFIN BAY, AND 3.5 MILES E OF MIRA
 AH1393'SOLES CAMP.  IT IS ON THE W SIDE OF LAGUNA MADRE ON A SMALL
 AH1393'HILL ON THE S PART OF CANALA ISLAND ABOUT 1000 FEET N OF THE
 AH1393'S SIDE AND ABOUT 600 FEET E OF THE W SIDE.  THIS ISLAND IS
 AH1393'COVERED WITH A THICK GROWTH OF MIRA SOLES WEEDS.
 AH1393'
 AH1393'THE SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 AH1393'STANDARD BRONZE DISKS SET IN CONCRETE.
 AH1393'
 AH1393'A TRUCK MAY BE DRIVEN, IN FAVORABLE WEATHER, TO THE N END OF
 AH1393'FARIAS ISLAND, ABOUT 0.5 MILE S OF STATION PROVIDED PERMISSION
 AH1393'AND DIRECTIONS ARE OBTAINED FROM THE KENEDY RANCH OFFICIALS.
 AH1393'FROM THE N END OF FARIAS ISLAND CROSS RESACA AND CONTINUE
 AH1393'S TO TOP OF FIRST HILL AND STATION.
 AH1393'
 AH1393'HEIGHT OF LIGHT ABOVE STATION MARK - 8 METERS.
 AH1393
 AH1393                          STATION RECOVERY (1949)
 AH1393
 AH1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1393'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 AH1393'CONDITION.  THE 1939 DESCRIPTION IS ADEQUATE FOR THE AREA.
 AH1393'
 AH1393'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 AH1393'CHECKED AND FOUND TO BE CORRECT.
 AH1393
 AH1393                          STATION RECOVERY (1969)
 AH1393
 AH1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1393'THE STATION SITE WAS VISITED AND THE STATION AND REFERENCE
 AH1393'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK, TRIANGULATION
 AH1393'STATION INDIAN 2 1913, WAS RECOVERED AND REPAIRED.  SEE DESCRIPTION
 AH1393'THEREOF.  A MORE COMPLETE DESCRIPTION FOLLOWS--
 AH1393'
 AH1393'THE STATION IS ABOUT 23 MILES SOUTHEAST OF SARITA, 16 MILES
 AH1393'SOUTH OF POINT PENASCAL WHICH IS ON THE SOUTH SIDE OF BAFFIN
 AH1393'BAY, 1.5 MILES WEST OF THE INTRACOASTAL WATERWAY ON THE SUMMIT
 AH1393'OF THE HIGHEST HILL AT THE EXTREME SOUTHWEST CORNER OF POTRERO
 AH1393'DE LAS CANELAS, A LARGE ISLAND ON THE WEST SHORE OF LAGUNA
 AH1393'MADRE AND ON PROPERTY OF THE KENEDY RANCH.
 AH1393'
 AH1393'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN SARITA,
 AH1393'GO EAST ON PAVED ROAD FOR 0.15 MILE TO U.S. HIGHWAY 77, TURN
 AH1393'RIGHT AND GO SOUTH ON U.S. 77 FOR 7.95 MILES TO RAILROAD SIDING
 AH1393'AND CATTLE LOADING PENS AT MIFFLIN, CONTINUE SOUTH ON U.S.
 AH1393'77 FOR 0.7 MILE TO A SIDE ROAD AND LOCKED GATE ON THE LEFT,
 AH1393'(PERMISSION TO TRAVEL THIS ROAD AND THE KEY TO THE GATE MUST
 AH1393'BE OBTAINED FROM THE KENEDY RANCH OFFICALS IN SARITA), TURN
 AH1393'LEFT AND GO EAST ON BLADED DIRT ROAD FOR 3.95 MILES TO A
 AH1393'GATE, PASS THROUGH GATE AND CONTINUE EAST ON DIRT ROAD FOR
 AH1393'7.15 MILES TO A GATE IN AN EAST-WEST FENCE, PASS THROUGH GATE
 AH1393'AND FOLLOW ROAD SOUTHEASTERLY AND SOUTH FOR 3.45 MILES TO A
 AH1393'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY ON BLADED
 AH1393'DIRT ROAD FOR 2.1 MILES TO CORRALS AND LOADING CHUTE AT
 AH1393'THE ESCRIBANO ARTESIAN WELL AND THE END OF THE BLADED
 AH1393'ROAD.  PICK WAY EASTERLY AROUND THE NORTH SIDE OF SMALL LAKE
 AH1393'FOR 0.35 MILE TO TRACK ROAD IN CUT IN DUNE LINE.  FOLLOW THIS
 AH1393'TRACK ROAD SOUTHEASTERLY FOR 0.1 MILE TO REVERSE Y-FORK
 AH1393'ON THE LEFT, BEAR RIGHT AND FOLLOW ROAD SOUTHEAST FOR 0.25
 AH1393'MILE TO METAL GATE, PASS THROUTH GATE AND CONTINUE
 AH1393'SOUTHEASTERLY ON ROAD FOR 0.55 MILE TO TWO LONE FENCE POSTS ON
 AH1393'THE LEFT.  TURN LEFT OFF ROAD AND PICK UP DIM TRACK
 AH1393'ROAD JUST NORTHEAST OF THE FENCE POSTS AND FOLLOW THIS ROAD
 AH1393'NORTHEAST FOR 2.35 MILES, CROSSING SEVERAL SANDY
 AH1393'RIDGES AND CAYOS (SALT FLATS), TO A POINT ON A RIDGE
 AH1393'TOP WHERE THE ROAD BECOMES TOO DIM TO FOLLOW.  CONTINUE
 AH1393'NORTHEAST ACROSS COUNTRY FOR 0.35 MILES TO A PARTLY BARE
 AH1393'SAND DUNE WHICH IS ABOUT 1/4 MILE EAST OF A LARGE MOTT OF
 AH1393'TREES, BEAR RIGHT AND GO EAST ALONG THE SOUTH SIDE OF A SMALL
 AH1393'LAKE FORMED BY THE AUGA NEGRA ARTESIAN WELL FOR 0.5 MILE TO
 AH1393'THE SOUTHEAST CORNER OF THE LAKE.  HERE FOLLOW LOW, INDISTINCT
 AH1393'SAND RIDGE EAST-SOUTHEAST FOR 1.6 MILES TO THE LAST PROMINENT
 AH1393'SAND HILL ON THE RIDGE AND AT POINT WHERE RIDGE FLATTENS
 AH1393'OUT.  BEAR LEFT AND PICK WAY NORTH AND EAST TO THE LOPENA
 AH1393'ARTESIAN WELL.  PICK WAY NORTHEASTERLY ABOUT 1/4 MILE TO SHORE
 AH1393'OF LARGE CAYO AND THE END OF TRUCK TRAVEL.  WALK ACROSS CAYO
 AH1393'1/2 MILE TO WEST SHORE OF POTRERO FARIAS, TURN LEFT AND WALK
 AH1393'NORTH ABOUT 0.9 MILE ALONG THE WEST SHORE TO THE NORTH END OF
 AH1393'THE ISLAND, CROSS NARROW PASS BETWEEN ISLANDS AND WALK
 AH1393'NORTH-NORTHWEST FOR ABOUT 1/2 MILE TO THE SUMMIT OF THE
 AH1393'HIGHEST HILL IN THE VICINITY AND THE STATION.
 AH1393'
 AH1393'THE STATION MARK IS A STANDARD DISK, STAMPED CANALA 1939, SET
 AH1393'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT
 AH1393'PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS 12.5 FEET SOUTH
 AH1393'OF A METAL WITNESS POST WITH SIGN.
 AH1393'
 AH1393'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CANALA NO
 AH1393'1 1939, SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 AH1393'DIAMETER THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 AH1393'EAST-NORTHEAST OF THE STATION.
 AH1393'
 AH1393'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CANALA
 AH1393'NO 2 1939, SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES
 AH1393'IN DIAMETER THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 AH1393'NORTHWEST OF THE STATION.
 AH1393'
 AH1393'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION INDIAN
 AH1393'2 1913.  SEE DESCRIPTION THEREOF.
 AH1393'
 AH1393'IT IS SUGGESTED THAT UP TO DATE MAPS OF THE AREA BE REFERRED
 AH1393'TO IN REACHING THIS STATION.
 AH1393'
 AH1393'STATION NOT OCCUPIED.
 AH1393'
 AH1393'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23 MILES
 AH1393'SOUTHEAST OF SARITA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2068 ***********************************************************************
 FL2068  PACS        -  This is a Primary Airport Control Station.
 FL2068  DESIGNATION -  CANAPORT
 FL2068  PID         -  FL2068
 FL2068  STATE/COUNTY-  TX/HEMPHILL
 FL2068  USGS QUAD   -  CANADIAN WEST (1972)
 FL2068
 FL2068                         *CURRENT SURVEY CONTROL
 FL2068  ___________________________________________________________________
 FL2068* NAD 83(1993)-  35 53 46.39958(N)    100 24 09.67471(W)     ADJUSTED  
 FL2068* NAVD 88     -       723.74   (meters)    2374.5    (feet)  GPS OBS   
 FL2068  ___________________________________________________________________
 FL2068  X           -    -934,122.379 (meters)                     COMP
 FL2068  Y           -  -5,088,288.392 (meters)                     COMP
 FL2068  Z           -   3,719,277.647 (meters)                     COMP
 FL2068  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 FL2068  ELLIP HEIGHT-         695.73  (meters)          (10/24/00) GPS OBS
 FL2068  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FL2068
 FL2068  HORZ ORDER  -  B
 FL2068  ELLP ORDER  -  FOURTH    CLASS II
 FL2068
 FL2068.This mark is at Hemphill Co (HHF) Airport (HHF)
 FL2068
 FL2068.The horizontal coordinates were established by GPS observations
 FL2068.and adjusted by the National Geodetic Survey in February 1996..
 FL2068
 FL2068.The orthometric height was determined by GPS observations and a
 FL2068.high-resolution geoid model.
 FL2068
 FL2068.GPS derived orthometric heights for airport stations designated as
 FL2068.PACS or SACS are published to 2 decimal places.  This maintains
 FL2068.centimeter relative accuracy between the PACS and SACS.  It does
 FL2068.not indicate centimeter accuracy relative to other marks which are
 FL2068.part of the NAVD 88 network.
 FL2068
 FL2068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FL2068
 FL2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2068
 FL2068.The ellipsoidal height was determined by GPS observations
 FL2068.and is referenced to NAD 83.
 FL2068
 FL2068.The geoid height was determined by GEOID03.
 FL2068
 FL2068;                    North         East     Units Scale Factor Converg.
 FL2068;SPC TX N     - 1,210,913.758   299,059.793   MT  0.99994563   +0 38 09.4
 FL2068;SPC TX N     - 3,972,806.22    981,165.34   sFT  0.99994563   +0 38 09.4
 FL2068;UTM  14      - 3,973,346.710   373,409.705   MT  0.99979746   -0 49 21.1
 FL2068
 FL2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2068!SPC TX N     -   0.99989082  x   0.99994563  =   0.99983645
 FL2068!UTM  14      -   0.99989082  x   0.99979746  =   0.99968830
 FL2068
 FL2068|---------------------------------------------------------------------|
 FL2068| PID    Reference Object                     Distance      Geod. Az  |
 FL2068|                                                           dddmmss.s |
 FL2068| FL2069 CANAPORT AZ MK                      379.966 METERS 04431     |
 FL2068|---------------------------------------------------------------------|
 FL2068
 FL2068                          SUPERSEDED SURVEY CONTROL
 FL2068
 FL2068  ELLIP H (02/20/96)  695.74   (m)                       GP(       ) 1 2
 FL2068  NAD 83(1993)-  35 53 46.40012(N)    100 24 09.67442(W) AD(       ) 3
 FL2068  ELLIP H (02/16/96)  695.72   (m)                       GP(       ) 5 1
 FL2068  NAD 83(1993)-  35 53 46.39955(N)    100 24 09.67115(W) AD(       ) 3
 FL2068  ELLIP H (12/21/93)  695.28   (m)                       GP(       ) 4 1
 FL2068  NAD 83(1986)-  35 53 46.40686(N)    100 24 09.66320(W) AD(       ) 3
 FL2068  NAD 27      -  35 53 46.25611(N)    100 24 08.18580(W) AD(       ) 3
 FL2068  NGVD 29 (12/08/88)  723.0    (m)         2372.     (f) GPS OBS        
 FL2068
 FL2068.Superseded values are not recommended for survey control.
 FL2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2068.See file dsdata.txt to determine how the superseded data were derived.
 FL2068
 FL2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7341073347(NAD 83)
 FL2068_MARKER: I = METAL ROD
 FL2068_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FL2068_SP_SET: OBJECT DRIVEN INTO GROUND
 FL2068_STAMPING: CANAPORT 1988
 FL2068_MARK LOGO: NGS   
 FL2068_PROJECTION: FLUSH
 FL2068_MAGNETIC: I = MARKER IS A STEEL ROD
 FL2068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL2068+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1995
 FL2068_ROD/PIPE-DEPTH: 11.1 meters
 FL2068_SLEEVE-DEPTH  : 0.9 meters
 FL2068
 FL2068  HISTORY     - Date     Condition        Report By
 FL2068  HISTORY     - 1988     MONUMENTED       NGS
 FL2068  HISTORY     - 19950611 GOOD             NGS
 FL2068  HISTORY     - 20000118 GOOD             NGS
 FL2068
 FL2068                          STATION DESCRIPTION
 FL2068
 FL2068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 FL2068'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI)
 FL2068'SOUTHEAST OF CANADIAN, 0.8 KM (0.5 MI) NORTHWEST OF US HIGHWAYS 60
 FL2068'AND 83 AT THE CANADIAN-HEMPHILL COUNTY AIRPORT.  IT IS IN THE EAST
 FL2068'ANGLE OF THE JUNCTION OF PAVED RUNWAYS.
 FL2068'OWNERSHIP--HEMPHILL COUNTY, HEMPHILL COUNTY COURTHOUSE, CANADIAN, TX
 FL2068'79014.  AIRPORT MANAGER IS JOHN WALSER, PHONE 806-323-6521.
 FL2068'
 FL2068'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 60, 83 AND
 FL2068'FARM ROAD 2388 IN CANADIAN, GO SOUTHWEST ON US HIGHWAYS 60 AND
 FL2068'83 FOR 2.4 KM (1.5 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 FL2068'WEST, DOWNGRADE, FOR 0.6 KM (0.4 MI) TO  HANGAR ON THE RIGHT JUST
 FL2068'PAST A SHARP CURVE LEFT.  PASS THE HANGAR, TURN RIGHT AND GO WEST
 FL2068'ON TARMAC AND RAMP FOR 0.2 KM (0.15 MI) TO A RUNWAY JUNCTION AND
 FL2068'THE STATION ON THE RIGHT.
 FL2068'
 FL2068'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 FL2068'DRIVEN INTO THE GROUND 11.1 METERS AND INSIDE A 1-INCH PVC PIPE
 FL2068'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 FL2068'PVC PIPE WITH A LOGO CAP STAMPED---CANAPORT 1988---, THE ROD IS
 FL2068'RECESSED 5 CM BELOW THE GROUND.  LOCATED 20.7 METERS (68.0 FT)
 FL2068'SOUTHEAST FROM THE CENTER OF RUNWAY 4-22, 18.9 METERS (62.0 FT)
 FL2068'EAST FROM THE CENTER OF RUNWAY 18-36, 14.6 METERS (48.0 FT) NORTH
 FL2068'OF RAMP CENTER, 8.2 METERS (27.0 FT) EAST OF THE CURVED PAVEMENT
 FL2068'EDGE AND 0.8 METER (2.5 FT) WEST OF A FIBERGLASS WITNESS POST.
 FL2068'
 FL2068'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ALONG
 FL2068'RUNWAY 4-22 FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT.
 FL2068'LOCATED 21.0 METERS (69.0 FT) SOUTHEAST OF
 FL2068'RUNWAY CENTER, 2.1 METERS (7.0 FT) NORTH OF THE NORTHEAST END OF A
 FL2068'SMALL CULVERT HEADWALL, 0.6 METER (2.0 FT) NORTHWEST OF A
 FL2068'FIBERGLASS WITNESS POST AND ABOUT 0.2 KM (0.1 MI) SOUTHWEST OF THE
 FL2068'RUNWAY END.
 FL2068'
 FL2068'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 FL2068'
 FL2068'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FL2068'
 FL2068'DESCRIBED BY D.A. BOWLING.
 FL2068
 FL2068                          STATION RECOVERY (1995)
 FL2068
 FL2068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 FL2068'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI)  SOUTHWEST OF CANADIAN,
 FL2068'AT THE HEMPHILL COUNTY AIRPORT.  IN THE GRASS, NEAR THE SOUTHWEST
 FL2068'ANGLE OF THE MEDIAN, THAT IS EAST OF THE JUNCTION OF THE TWO RUNWAYS.
 FL2068'OWNERSHIP--HEMPHILL COUNTY, P.O.  BOX 536, CANADIAN, TX. 79014.
 FL2068'AIRPORT MANAGER CHARLES L.  KESSIE, 806-323-6521.  TO REACH THE
 FL2068'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 60, 83 AND FARM ROAD 2388
 FL2068'IN CANADIAN, GO SOUTHWEST 2.4 KM (1.50 MI)  ON HIGHWAYS 60 AND 83 TO A
 FL2068'PAVED ROAD RIGHT.  TURN RIGHT, WEST, 0.6 KM (0.35 MI)  DOWNGRADE, TO A
 FL2068'HANGAR ON THE RIGHT JUST PAST A SHARP CURVE TO THE LEFT.  PASS HANGAR,
 FL2068'TURN RIGHT, WEST, 0.2 KM (0.10 MI)  ACROSS APRON AND ALONG TAXI TO A
 FL2068'RUNWAY JUNCTION AND THE STATION ON THE RIGHT.  STATION IS 24.2 M (79.4
 FL2068'FT)  SOUTHEAST OF RUNWAY 4-22 CENTERLINE, 14.5 M (47.6 FT)  NORTH OF
 FL2068'THE TAXI CENTERLINE, 3.7 M (12.1 FT) SOUTH-SOUTHEAST OF THE MOST
 FL2068'EASTERLY 1 OF 2 TAXI LIGHTS, AND 0.3 M (1.0 FT)  BELOW THE LEVEL OF
 FL2068'THE TAXI.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FL2068'CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY R.G.  HAYES
 FL2068
 FL2068                          STATION RECOVERY (2000)
 FL2068
 FL2068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (WEH)
 FL2068'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2069 ***********************************************************************
 FL2069  SACS        -  This is a Secondary Airport Control Station.
 FL2069  DESIGNATION -  CANAPORT AZ MK
 FL2069  PID         -  FL2069
 FL2069  STATE/COUNTY-  TX/HEMPHILL
 FL2069  USGS QUAD   -  CANADIAN WEST (1972)
 FL2069
 FL2069                         *CURRENT SURVEY CONTROL
 FL2069  ___________________________________________________________________
 FL2069* NAD 83(1993)-  35 53 55.18957(N)    100 23 59.05120(W)     ADJUSTED  
 FL2069* NAVD 88     -       722.74   (meters)    2371.2    (feet)  GPS OBS   
 FL2069  ___________________________________________________________________
 FL2069  X           -    -933,831.484 (meters)                     COMP
 FL2069  Y           -  -5,088,179.434 (meters)                     COMP
 FL2069  Z           -   3,719,496.542 (meters)                     COMP
 FL2069  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 FL2069  ELLIP HEIGHT-         694.72  (meters)          (02/05/01) GPS OBS
 FL2069  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 FL2069
 FL2069  HORZ ORDER  -  FIRST
 FL2069  ELLP ORDER  -  FIFTH     CLASS I
 FL2069
 FL2069.This mark is at Hemphill Co (HHF) Airport (HHF)
 FL2069
 FL2069.The horizontal coordinates were established by GPS observations
 FL2069.and adjusted by the National Geodetic Survey in June 1997..
 FL2069
 FL2069.The orthometric height was determined by GPS observations and a
 FL2069.high-resolution geoid model.
 FL2069
 FL2069.GPS derived orthometric heights for airport stations designated as
 FL2069.PACS or SACS are published to 2 decimal places.  This maintains
 FL2069.centimeter relative accuracy between the PACS and SACS.  It does
 FL2069.not indicate centimeter accuracy relative to other marks which are
 FL2069.part of the NAVD 88 network.
 FL2069
 FL2069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FL2069
 FL2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2069
 FL2069.The ellipsoidal height was determined by GPS observations
 FL2069.and is referenced to NAD 83.
 FL2069
 FL2069.The geoid height was determined by GEOID03.
 FL2069
 FL2069;                    North         East     Units Scale Factor Converg.
 FL2069;SPC TX N     - 1,211,187.608   299,323.166   MT  0.99994599   +0 38 15.5
 FL2069;SPC TX N     - 3,973,704.68    982,029.42   sFT  0.99994599   +0 38 15.5
 FL2069;UTM  14      - 3,973,613.728   373,679.922   MT  0.99979662   -0 49 15.1
 FL2069
 FL2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2069!SPC TX N     -   0.99989097  x   0.99994599  =   0.99983697
 FL2069!UTM  14      -   0.99989097  x   0.99979662  =   0.99968762
 FL2069
 FL2069|---------------------------------------------------------------------|
 FL2069| PID    Reference Object                     Distance      Geod. Az  |
 FL2069|                                                           dddmmss.s |
 FL2069| FL2068 CANAPORT                            379.966 METERS 22431     |
 FL2069|---------------------------------------------------------------------|
 FL2069
 FL2069                          SUPERSEDED SURVEY CONTROL
 FL2069
 FL2069  ELLIP H (06/16/97)  694.74   (m)                       GP(       ) 5 1
 FL2069  NAD 83(1993)-  35 53 55.19027(N)    100 23 59.05068(W) AD(       ) 3
 FL2069  NAD 83(1993)-  35 53 55.18981(N)    100 23 59.04737(W) AD(       ) 3
 FL2069  NAD 83(1986)-  35 53 55.19704(N)    100 23 59.03947(W) AD(       ) 3
 FL2069  NAD 27      -  35 53 55.04625(N)    100 23 57.56230(W) AD(       ) 3
 FL2069  NGVD 29 (12/08/88)  722.0    (m)         2369.     (f) GPS OBS        
 FL2069
 FL2069.Superseded values are not recommended for survey control.
 FL2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2069.See file dsdata.txt to determine how the superseded data were derived.
 FL2069
 FL2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7368073614(NAD 83)
 FL2069_MARKER: I = METAL ROD
 FL2069_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FL2069_SP_SET: OBJECT DRIVEN INTO GROUND
 FL2069_STAMPING: CANAPORT AZ MK 1988
 FL2069_MARK LOGO: NGS   
 FL2069_MAGNETIC: I = MARKER IS A STEEL ROD
 FL2069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL2069+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1995
 FL2069
 FL2069  HISTORY     - Date     Condition        Report By
 FL2069  HISTORY     - 1988     MONUMENTED       NGS
 FL2069  HISTORY     - 19950611 GOOD             NGS
 FL2069
 FL2069                          STATION DESCRIPTION
 FL2069
 FL2069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 FL2069'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) SOUTHEAST OF CANADIAN,
 FL2069'O.8 KM (0.5 MI) NORTHWEST OF US HIGHWAYS 60 AND 83 AT THE
 FL2069'CANADIAN-HEMPHILL COUNTY AIRPORT.
 FL2069'OWNERSHIP--HEMPHILL COUNTY, HEMPHILL COUNTY COURTHOUSE, CANADIAN TX
 FL2069'79014.  AIRPORT MANAGER IS JOHN WALSER, PHONE 806-323-6521.
 FL2069'
 FL2069'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 60, 83 AND
 FL2069'FARM ROAD 2388 IN CANADIAN, GO SOUTHWEST ON US HIGHWAYS 60 AND 83
 FL2069'FOR 2.4 KM (1.5 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST,
 FL2069'DOWNGRADE, FOR 0.6 KM (0.4 MI) TO A HANGAR ON THE RIGHT JUST PAST A
 FL2069'SHARP CURVE LEFT.  PASS THE HANGAR, TURN RIGHT AND GO WEST ON THE
 FL2069'TARMAC AND RAMP FOR 0.2 KM (0.15 MI) TO A RUNWAY JUNCTION AND
 FL2069'STATION CANAPORT ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ALONG
 FL2069'RUNWAY 4-22 FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT.
 FL2069'
 FL2069'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 FL2069'DRIVEN INTO THE GROUND 13.5 METERS AND INSIDE A 1-INCH PVC PIPE
 FL2069'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 FL2069'PVC PIPE WITH A LOGO CAP STAMPED---CANAPORT AZ MK 1988---, THE ROD
 FL2069'IS RECESSED 5 CM BELOW THE GROUND.  LOCATED 21.0 METERS (69.0 FT)
 FL2069'EAST OF THE CENTER OF RUNWAY, 0.6 METER (2.0 FT) NORTHWEST OF A
 FL2069'FIBERGLASS WITNESS POST AND ABOUT 0.2 KM (0.1 MI) SOUTHWEST OF
 FL2069'RUNWAY END.
 FL2069'
 FL2069'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 FL2069'
 FL2069'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FL2069'
 FL2069'DESCRIBED BY D.A. BOWLING.
 FL2069
 FL2069                          STATION RECOVERY (1995)
 FL2069
 FL2069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 FL2069'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF CANADIAN,
 FL2069'AT THE HEMPHILL COUNTY AIRPORT.  IN THE GRASS MEDIAN, NEAR THE
 FL2069'NORTHEAST END OF RUNWAY 4-22, ABOUT 0.2 KM (0.10 MI) SOUTHWEST OF
 FL2069'RUNWAY END 22.  OWNERSHIP--HEMPHILL COUNTY, P.O.  BOX 536, CANADIAN,
 FL2069'TX.  79014.  AIRPORT MANAGER CHARLES L.  KESSIE, 806-323-6521.  TO
 FL2069'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 60, 83 AND FARM
 FL2069'ROAD 2388 IN CANADIAN, GO SOUTHWEST 2.4 KM (1.50 MI) ON HIGHWAYS 60
 FL2069'AND 83 TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST, 0.6 KM (0.35 MI)
 FL2069'DOWNGRADE, TO A HANGAR ON THE RIGHT JUST PAST A SHARP CURVE TO THE
 FL2069'LEFT.  PASS HANGAR, TURN RIGHT, WEST, 0.2 KM (0.10 MI) ACROSS APRON
 FL2069'AND ALONG TAXI TO A RUNWAY JUNCTION.  TURN RIGHT, NORTHEAST, 0.39 KM
 FL2069'(0.25 MI) ALONG RUNWAY 4-22 TO THE STATION ON THE RIGHT.  STATION IS
 FL2069'21.0 M (68.9 FT) SOUTHEAST OF THE RUNWAY CENTERLINE, 3.3 M (10.8 FT)
 FL2069'NORTH OF THE CENTER OF A CONCRETE CULVERT HEADWALL, 2.4 M (7.9 FT)
 FL2069'NORTHWEST OF A WITNESS POST AND THE NORTH CORNER OF THE HEADWALL, AND
 FL2069'0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE
 FL2069'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET
 FL2069'CLASS A REQUIREMENTS.  NOTE--THIS STATION HAS BEEN SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0454 ***********************************************************************
 BQ0454  DESIGNATION -  CANDELARIA
 BQ0454  PID         -  BQ0454
 BQ0454  STATE/COUNTY-  TX/PRESIDIO
 BQ0454  USGS QUAD   -  CANDELARIA (1979)
 BQ0454
 BQ0454                         *CURRENT SURVEY CONTROL
 BQ0454  ___________________________________________________________________
 BQ0454* NAD 83(1993)-  30 09 27.29634(N)    104 40 28.91709(W)     ADJUSTED  
 BQ0454* NAVD 88     -      1112.     (meters)    3648.     (feet)  SCALED    
 BQ0454  ___________________________________________________________________
 BQ0454  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 BQ0454  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BQ0454
 BQ0454  HORZ ORDER  -  FIRST
 BQ0454
 BQ0454.The horizontal coordinates were established by classical geodetic methods
 BQ0454.and adjusted by the National Geodetic Survey in February 1996..
 BQ0454
 BQ0454.The orthometric height was scaled from a topographic map.
 BQ0454
 BQ0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0454
 BQ0454.The geoid height was determined by GEOID03.
 BQ0454
 BQ0454;                    North         East     Units Scale Factor Converg.
 BQ0454;SPC TXSC     - 4,270,856.260    53,569.518   MT  0.99996610   -2 46 48.4
 BQ0454;SPC TXSC     -14,011,967.58    175,752.66   sFT  0.99996610   -2 46 48.4
 BQ0454;UTM  13      - 3,336,291.634   531,324.906   MT  0.99961211   +0 09 48.3
 BQ0454
 BQ0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0454!SPC TXSC     -   0.99982894  x   0.99996610  =   0.99979504
 BQ0454!UTM  13      -   0.99982894  x   0.99961211  =   0.99944111
 BQ0454
 BQ0454:                Primary Azimuth Mark                     Grid Az
 BQ0454:SPC TXSC     -  CANDELARIA AZ MK                         077 52 26.0
 BQ0454:UTM  13      -  CANDELARIA AZ MK                         074 55 49.3
 BQ0454
 BQ0454|---------------------------------------------------------------------|
 BQ0454| PID    Reference Object                     Distance      Geod. Az  |
 BQ0454|                                                           dddmmss.s |
 BQ0454| CH8521 CANDELARIA AZ MK                                   0750537.6 |
 BQ0454| CH8522 CANDELARIA RM 1                      11.050 METERS 15024     |
 BQ0454| CH8523 CANDELARIA RM 2                       7.270 METERS 28939     |
 BQ0454|---------------------------------------------------------------------|
 BQ0454
 BQ0454                          SUPERSEDED SURVEY CONTROL
 BQ0454
 BQ0454  NAD 83(1986)-  30 09 27.28978(N)    104 40 28.91738(W) AD(       ) 1
 BQ0454  NAD 27      -  30 09 26.72900(N)    104 40 27.17700(W) AD(       ) 1
 BQ0454
 BQ0454.Superseded values are not recommended for survey control.
 BQ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0454.See file dsdata.txt to determine how the superseded data were derived.
 BQ0454
 BQ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP3132536292(NAD 83)
 BQ0454_MARKER: DS = TRIANGULATION STATION DISK
 BQ0454_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0454_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 BQ0454
 BQ0454  HISTORY     - Date     Condition        Report By
 BQ0454  HISTORY     - 1934     MONUMENTED       CGS
 BQ0454  HISTORY     - 1942     GOOD             CGS
 BQ0454  HISTORY     - 1948     GOOD             CGS
 BQ0454  HISTORY     - 1958     GOOD             AMS
 BQ0454
 BQ0454                          STATION DESCRIPTION
 BQ0454
 BQ0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0454'STATION IS ABOUT 1-1/2 MILES NW OF THE CANDERLARIA POST OFFICE,
 BQ0454'0.8 MILE S OF CAPOLE CREEK, 0.7 MILE E OF THE RIO GRANDE
 BQ0454'RIVER, AND ABOUT 0.4 MILE E OF THE ROAD RUNNING N FROM THE
 BQ0454'CANDELARIA POST OFFICE, ON THE HIGHEST POINT OF A LARGE MESA
 BQ0454'WHICH IS THE HIGHEST IN THE VICINITY.
 BQ0454'
 BQ0454'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BQ0454'DISKS SET IN CONCRETE IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 BQ0454'
 BQ0454'AZIMUTH MARK IS ABOUT 400 YARDS NE OF THE STATION AT THE NE
 BQ0454'END OF THE MESA.
 BQ0454'
 BQ0454'STATION IS REACHED FROM THE CANDELARIA POST OFFICE BY GOING
 BQ0454'N ON THE VALENTINE ROAD 1.0 MILE TO A POINT JUST OPPOSITE THE
 BQ0454'MOUNTAIN.  FROM THIS POINT PACK UP TRAIL ON RIDGE AT THE
 BQ0454'SW PART OF THE MOUNTAIN.  THIS TRAIL RUNS UP THE RIDGE TO THE
 BQ0454'HIGHEST POINT ON THE MESA.  ABOUT AN HOUR AND A QUARTER PACK.
 BQ0454
 BQ0454                          STATION RECOVERY (1942)
 BQ0454
 BQ0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0454'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AND
 BQ0454'NOTHING OF IMPORTANCE CAN BE ADDED TO THE ORIGINAL DESCRIPTION.
 BQ0454'THE STATION WAS NOT OCCUPIED BY THIS PARTY AND USED ONLY FOR
 BQ0454'CHECK ANGLES.  NO MEASUREMENTS WERE TAKEN TO THE REFERENCE
 BQ0454'MARKS.
 BQ0454
 BQ0454                          STATION RECOVERY (1948)
 BQ0454
 BQ0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (NMT)
 BQ0454'FOLLOWING COPIED FROM REPORT ON BENCH MARK G 732--THE DISTANCE
 BQ0454'FROM CANDELARIA STATION TO CANDELARIA AZIMUTH BY CHAIN 280.7 VRS.
 BQ0454'OR ABOUT 260 YARDS.
 BQ0454
 BQ0454                          STATION RECOVERY (1958)
 BQ0454
 BQ0454'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0454'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BQ0454'
 BQ0454'THE STATION IS ON THE HIGHEST POINT OF A LARGE MESA WHICH IS
 BQ0454'THE HIGHEST POINT IN THE VICINITY.  525 FEET WSW OF CENTER
 BQ0454'OF SADDLE.  295 FEET NNE OF BOTTOM OF V IN DRAIN.  375 FEET
 BQ0454'ESE OF TOP OF DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0903 ***********************************************************************
 BM0903  DESIGNATION -  CANE
 BM0903  PID         -  BM0903
 BM0903  STATE/COUNTY-  TX/BASTROP
 BM0903  USGS QUAD   -  WEBBERVILLE (1987)
 BM0903
 BM0903                         *CURRENT SURVEY CONTROL
 BM0903  ___________________________________________________________________
 BM0903* NAD 83(1993)-  30 09 05.37388(N)    097 33 17.78558(W)     ADJUSTED  
 BM0903* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 BM0903  ___________________________________________________________________
 BM0903  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BM0903  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0903
 BM0903  HORZ ORDER  -  SECOND
 BM0903
 BM0903.The horizontal coordinates were established by classical geodetic methods
 BM0903.and adjusted by the National Geodetic Survey in February 1996..
 BM0903
 BM0903.The orthometric height was scaled from a topographic map.
 BM0903
 BM0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0903
 BM0903.The geoid height was determined by GEOID03.
 BM0903
 BM0903;                    North         East     Units Scale Factor Converg.
 BM0903;SPC TX C     - 3,057,089.379   967,638.419   MT  0.99999089   +1 25 51.7
 BM0903;SPC TX C     -10,029,800.74  3,174,660.38   sFT  0.99999089   +1 25 51.7
 BM0903;SPC TXSC     - 4,257,781.711   739,207.688   MT  0.99996458   +0 42 28.6
 BM0903;SPC TXSC     -13,969,072.16  2,425,217.22   sFT  0.99996458   +0 42 28.6
 BM0903;UTM  14      - 3,336,453.792   639,167.840   MT  0.99983895   +0 43 33.4
 BM0903
 BM0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0903!SPC TX C     -   0.99997566  x   0.99999089  =   0.99996655
 BM0903!SPC TXSC     -   0.99997566  x   0.99996458  =   0.99994024
 BM0903!UTM  14      -   0.99997566  x   0.99983895  =   0.99981461
 BM0903
 BM0903|---------------------------------------------------------------------|
 BM0903| PID    Reference Object                     Distance      Geod. Az  |
 BM0903|                                                           dddmmss.s |
 BM0903| CV4454 CANE RM 1                            16.684 METERS 06506     |
 BM0903| BM0914 ELROY DISTRICT 12 MUN TANK          APPROX. 8.6 KM 2511050.0 |
 BM0903| BM0919 AUSTIN ST ED UNIV BLDG SPIRE        APPROX.21.1 KM 2941423.2 |
 BM0903| CV4455 CANE RM 2                            13.666 METERS 32535     |
 BM0903| CV4453 CANE AZ MK                                         3523510.4 |
 BM0903|---------------------------------------------------------------------|
 BM0903
 BM0903                          SUPERSEDED SURVEY CONTROL
 BM0903
 BM0903  NAD 83(1986)-  30 09 05.39306(N)    097 33 17.76583(W) AD(       ) 2
 BM0903  NAD 27      -  30 09 04.62290(N)    097 33 16.76790(W) AD(       ) 2
 BM0903
 BM0903.Superseded values are not recommended for survey control.
 BM0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0903.See file dsdata.txt to determine how the superseded data were derived.
 BM0903
 BM0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3916836454(NAD 83)
 BM0903_MARKER: DS = TRIANGULATION STATION DISK
 BM0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0903
 BM0903  HISTORY     - Date     Condition        Report By
 BM0903  HISTORY     - 1961     MONUMENTED       CGS
 BM0903
 BM0903                          STATION DESCRIPTION
 BM0903
 BM0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 BM0903'THE STATION IS LOCATED ON A HILL COVERED WITH MESQUITE TREES,
 BM0903'14 MILES SOUTHEAST OF AUSTIN, 2 MILES SOUTH OF GARFIELD
 BM0903'AND 1/2 MILE WEST OF THE TRAVIS-BASTROP COUNTY LINE.  THERE
 BM0903'IS AN OLD HOUSE ON THE RIDGE AT THE STATION SITE.
 BM0903'
 BM0903'TO REACH THE STATION FROM THE MAIN ENTRANCE OF THE BERGSTROM
 BM0903'AIR FORCE BASE, GO EAST ON TEXAS HIGHWAY 71 FOR 1.4 MILES
 BM0903'TO THE JUNCTION OF FARM ROAD 973, CONTINUE EAST ON TEXAS
 BM0903'HIGHWAY 71 FOR 5.2 MILES TO THE VILLAGE OF GARFIELD, CONTINUE
 BM0903'EAST ON TEXAS HIGHWAY 71 FOR 1.2 MILES TO A SIDE ROAD RIGHT,
 BM0903'TURN RIGHT, SOUTH ON THE GRAVEL ROAD AND GO FOR 1.9 MILES TO
 BM0903'THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH, ON THE GRAVEL
 BM0903'ROAD AND GO FOR 0.35 MILE TO AN IRON GATE ON THE LEFT, TURN
 BM0903'LEFT, THROUGH GATE AND FOLLOW A DIM TRACK ROAD FOR 0.1 MILE
 BM0903'TO A DIM FORK OF THE ROAD, TAKE THE LEFT FORK, EAST, UP
 BM0903'HILL, AND GO FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 BM0903'DESCRIBED.
 BM0903'
 BM0903'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 BM0903'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 5 INCHES
 BM0903'AND IS STAMPED CANE 1961.  IT IS 46 FEET NORTHWEST OF THE
 BM0903'NORTHEAST CORNER OF AN OLD HOUSE AND 4.4 FEET WEST OF A
 BM0903'METAL WITNESS POST.
 BM0903'
 BM0903'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 BM0903'A 12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES
 BM0903'AND IS STAMPED CANE NO 1 1961.
 BM0903'
 BM0903'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP
 BM0903'OF A 12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 1
 BM0903'INCH AND IS STAMPED CANE NO 2 1961.
 BM0903'
 BM0903'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 BM0903'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 5 INCHES
 BM0903'AND IS STAMPED CANE 1961.  IT IS 33 FEET EAST OF THE CENTER
 BM0903'OF A GRAVEL ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST
 BM0903'AND 1.3 FEET WEST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6181 ***********************************************************************
 AW6181  DESIGNATION -  CANE 1930
 AW6181  PID         -  AW6181
 AW6181  STATE/COUNTY-  TX/HARRIS
 AW6181  USGS QUAD   -  MORGANS POINT (1993)
 AW6181
 AW6181                         *CURRENT SURVEY CONTROL
 AW6181  ___________________________________________________________________
 AW6181* NAD 83(1993)-  29 41 47.59316(N)    094 59 32.89011(W)     ADJUSTED  
 AW6181* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6181  ___________________________________________________________________
 AW6181  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW6181  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6181
 AW6181  HORZ ORDER  -  THIRD
 AW6181
 AW6181.The horizontal coordinates were established by classical geodetic methods
 AW6181.and adjusted by the National Geodetic Survey in February 1996..
 AW6181
 AW6181.The orthometric height was scaled from a topographic map.
 AW6181
 AW6181.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6181
 AW6181.The geoid height was determined by GEOID03.
 AW6181
 AW6181;                    North         East     Units Scale Factor Converg.
 AW6181;SPC TXSC     - 4,213,138.871   987,721.445   MT  0.99988309   +1 57 48.0
 AW6181;SPC TXSC     -13,822,606.45  3,240,549.44   sFT  0.99988309   +1 57 48.0
 AW6181;UTM  15      - 3,286,822.751   307,229.055   MT  1.00005852   -0 59 14.6
 AW6181
 AW6181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6181!SPC TXSC     -   1.00000411  x   0.99988309  =   0.99988720
 AW6181!UTM  15      -   1.00000411  x   1.00005852  =   1.00006263
 AW6181
 AW6181                          SUPERSEDED SURVEY CONTROL
 AW6181
 AW6181  NAD 83(1986)-  29 41 47.60945(N)    094 59 32.87103(W) AD(       ) 3
 AW6181  NAD 27      -  29 41 46.78728(N)    094 59 32.13198(W) AD(       ) 3
 AW6181
 AW6181.Superseded values are not recommended for survey control.
 AW6181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6181.See file dsdata.txt to determine how the superseded data were derived.
 AW6181
 AW6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0722986823(NAD 83)
 AW6181_MARKER: DD = SURVEY DISK
 AW6181_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AW6181_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AW6181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6181
 AW6181  HISTORY     - Date     Condition        Report By
 AW6181  HISTORY     - 1930     MONUMENTED       USE
 AW6181  HISTORY     - 1934     GOOD             TXGS
 AW6181  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6181  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6181
 AW6181                          STATION DESCRIPTION
 AW6181
 AW6181'DESCRIBED BY US ENGINEERS 1930 (JAB)
 AW6181'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 60+00.
 AW6181'STATION IS LOCATED IN THE CENTRAL PART OF HOG ISLAND, ABOUT 115
 AW6181'METERS, 86 DEG MAGNETIC FROM RANGE A (REAR).  IT IS 125
 AW6181'METERS NE OF THE SHORELINE OF HOUSTON SHIP CHANNEL AND IN
 AW6181'THE MIDST OF A DENSE GROWTH OF WEEDS AND BRUSH.
 AW6181'
 AW6181'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK
 AW6181'SET IN A MASS OF CONCRETE WITH ITS TOP FLUSH WITH THE GROUND.
 AW6181'
 AW6181'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN THE TOPS
 AW6181'OF CONCRETE POSTS.
 AW6181'
 AW6181'REFERENCE MARK 1 IS 12.31 METERS FROM STATION N 59 DEG 30 MIN W.
 AW6181'
 AW6181'REFERENCE MARK 2 IS 16.29 METERS FROM STATION S 22 DEG W.
 AW6181
 AW6181                          STATION RECOVERY (1934)
 AW6181
 AW6181'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6181'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 AW6181'AS DESCRIBED.
 AW6181
 AW6181                          STATION RECOVERY (1952)
 AW6181
 AW6181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6181'STATION WAS NOT RECOVERED.  THE 1930 AND 1934 DESCRIPTIONS
 AW6181'ARE INADEQUATE.  THE RANGE LIGHT MENTIONED IN THE 1930 DESCRIPTION
 AW6181'HAS BEEN MOVED.  A THOROUGH SEARCH WAS MADE OF THE AREA
 AW6181'BUT THE STATION COULD NOT BE FOUND.
 AW6181
 AW6181                          STATION RECOVERY (1997)
 AW6181
 AW6181'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0093 ***********************************************************************
 BZ0093  DESIGNATION -  CANEY
 BZ0093  PID         -  BZ0093
 BZ0093  STATE/COUNTY-  TX/FREESTONE
 BZ0093  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0093
 BZ0093                         *CURRENT SURVEY CONTROL
 BZ0093  ___________________________________________________________________
 BZ0093* NAD 83(1993)-  31 37 53.05571(N)    096 16 55.72785(W)     ADJUSTED  
 BZ0093* NAVD 88     -       160.609  (meters)     526.93   (feet)  ADJUSTED  
 BZ0093  ___________________________________________________________________
 BZ0093  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 BZ0093  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0093  DYNAMIC HT  -         160.416 (meters)     526.30  (feet)  COMP
 BZ0093  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 BZ0093
 BZ0093  HORZ ORDER  -  FIRST
 BZ0093  VERT ORDER  -  SECOND    CLASS 0
 BZ0093
 BZ0093.The horizontal coordinates were established by classical geodetic methods
 BZ0093.and adjusted by the National Geodetic Survey in February 1996..
 BZ0093
 BZ0093.The orthometric height was determined by differential leveling
 BZ0093.and adjusted by the National Geodetic Survey in June 1991..
 BZ0093
 BZ0093.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0093
 BZ0093.The geoid height was determined by GEOID03.
 BZ0093
 BZ0093.The dynamic height is computed by dividing the NAVD 88
 BZ0093.geopotential number by the normal gravity value computed on the
 BZ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0093.degrees latitude (g = 980.6199 gals.).
 BZ0093
 BZ0093.The modeled gravity was interpolated from observed gravity values.
 BZ0093
 BZ0093;                    North         East     Units Scale Factor Converg.
 BZ0093;SPC TX C     - 3,224,803.767 1,084,225.636   MT  0.99994203   +2 05 11.8
 BZ0093;SPC TX C     -10,580,043.69  3,557,163.61   sFT  0.99994203   +2 05 11.8
 BZ0093;UTM  14      - 3,502,788.821   757,781.270   MT  1.00041966   +1 25 34.2
 BZ0093
 BZ0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0093!SPC TX C     -   0.99997877  x   0.99994203  =   0.99992080
 BZ0093!UTM  14      -   0.99997877  x   1.00041966  =   1.00039842
 BZ0093
 BZ0093|---------------------------------------------------------------------|
 BZ0093| PID    Reference Object                     Distance      Geod. Az  |
 BZ0093|                                                           dddmmss.s |
 BZ0093| CV8200 CANEY RM 1                           41.581 METERS 16524     |
 BZ0093| CV8201 CANEY RM 2                           40.118 METERS 24028     |
 BZ0093| BZ1378 TEAGUE LOW TANK AT RR SHOPS         APPROX. 0.6 KM 2490350.5 |
 BZ0093| CV8199 CANEY AZ MK                                        2764237.7 |
 BZ0093| BZ1376 TEAGUE MUNICIPAL TANK                12.478 METERS 33817     |
 BZ0093|---------------------------------------------------------------------|
 BZ0093
 BZ0093                          SUPERSEDED SURVEY CONTROL
 BZ0093
 BZ0093  NAD 83(1986)-  31 37 53.06473(N)    096 16 55.70785(W) AD(       ) 1
 BZ0093  NAD 27      -  31 37 52.45000(N)    096 16 54.79800(W) AD(       ) 1
 BZ0093  NGVD 29 (??/??/92)  160.597  (m)          526.89   (f) ADJ UNCH    2 0
 BZ0093
 BZ0093.Superseded values are not recommended for survey control.
 BZ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0093.See file dsdata.txt to determine how the superseded data were derived.
 BZ0093
 BZ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA5778102789(NAD 83)
 BZ0093_MARKER: DS = TRIANGULATION STATION DISK
 BZ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0093_STAMPING: CANEY 1935
 BZ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0093+STABILITY: SURFACE MOTION
 BZ0093
 BZ0093  HISTORY     - Date     Condition        Report By
 BZ0093  HISTORY     - 1935     MONUMENTED       CGS
 BZ0093  HISTORY     - 1937     GOOD             TXHD
 BZ0093  HISTORY     - 1948     GOOD             NGS
 BZ0093  HISTORY     - 1976     POOR             DUNLAP
 BZ0093  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0093
 BZ0093                          STATION DESCRIPTION
 BZ0093
 BZ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BZ0093'THIS STATION IS LOCATED IN THE TOWN OF TEAGUE, 4 BLOCKS N
 BZ0093'OF THE MAIN STREET, ON LAND OWNED BY THE CITY AND OCCUPIED BY
 BZ0093'THE MUNICIPAL WATER TANK.  THE MARK IS SET NEAR THE CENTER OF
 BZ0093'THE LOT, 40.94 FEET SSE OF THE TANK, 81 FEET E OF THE CENTER
 BZ0093'LINE OF N FIFTH STREET, 116 FEET N OF THE CENTER LINE OF CYPRESS
 BZ0093'STREET.  THE MARK PROJECTS 6 INCHES.
 BZ0093'
 BZ0093'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BZ0093'BRONZE DISKS SET IN CONCRETE.
 BZ0093'
 BZ0093'REFERENCE MARK NO. 1 IS SE OF THE STATION ON THE S SIDE OF
 BZ0093'CYPRESS STREET, 22 FEET S OF THE CENTER LINE OF THE STREET,
 BZ0093'2 FEET S OF DITCH.  THE MARK PROJECTS 3 INCHES.  REFERENCE
 BZ0093'MARK NO. 2 IS SW OF THE STATION ON THE W SIDE OF N FIFTH STREET.
 BZ0093'THE MARK IS SET BETWEEN THE SIDEWALK AND THE ROAD, 29 FEET
 BZ0093'W OF THE CENTER LINE OF N FIFTH STREET, 32 FEET N OF THE CENTER
 BZ0093'LINE OF CYPRESS STREET.  THE MARK PROJECTS 2 INCHES.
 BZ0093'
 BZ0093'AZIMUTH MARK IS WNW OF THE STATION AT THE SE CORNER OF THE GULF
 BZ0093'REFINING COMPANY STORAGE TANK ON THE E SIDE OF THE RAILROAD.
 BZ0093'IT IS ABOUT 100 FEET N OF CYPRESS STREET, 15 FEET W OF A
 BZ0093'DITCH, 21 FEET N OF A FENCE.  THE MARK PROJECTS 4 INCHES.
 BZ0093'
 BZ0093'A 90-FOOT TOWER WAS USED.
 BZ0093'
 BZ0093'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 BZ0093
 BZ0093                          STATION RECOVERY (1937)
 BZ0093
 BZ0093'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ0093'DESCRIPTION OF STATION SATISFACTORY.  STATION, REFERENCE, AND
 BZ0093'AZIMUTH MARKS RECOVERED, AND IN GOOD CONDITION.
 BZ0093
 BZ0093                          STATION RECOVERY (1948)
 BZ0093
 BZ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BZ0093'IN TEAGUE.
 BZ0093'AT TEAGUE, AT THE CORNER OF CYPRESS STREET AND NORTH FIFTH AVENUE,
 BZ0093'108.8 FEET NORTH OF THE CENTER OF CYPRESS STREET, 83.2 FEET EAST OF
 BZ0093'THE CENTER OF NORTH FIFTH AVENUE, 20.5 FEET SOUTH OF THE SOUTHEAST LEG
 BZ0093'OF THE CITY WATER TOWER AND SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0093'PROJECTS 0.4 FOOT ABOVE GROUND.
 BZ0093
 BZ0093                          STATION RECOVERY (1976)
 BZ0093
 BZ0093'RECOVERY NOTE BY DUNLAP ASSOCIATES 1976
 BZ0093'MARK RECOVERED IN POOR CONDITION.
 BZ0093
 BZ0093                          STATION RECOVERY (2002)
 BZ0093
 BZ0093'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3238 ***********************************************************************
 BK3238  DESIGNATION -  CANEY
 BK3238  PID         -  BK3238
 BK3238  STATE/COUNTY-  TX/NEWTON
 BK3238  USGS QUAD   -  NEWTON WEST (1984)
 BK3238
 BK3238                         *CURRENT SURVEY CONTROL
 BK3238  ___________________________________________________________________
 BK3238* NAD 83(1993)-  30 49 21.23241(N)    093 48 28.11075(W)     ADJUSTED  
 BK3238* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 BK3238  ___________________________________________________________________
 BK3238  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 BK3238  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK3238
 BK3238  HORZ ORDER  -  FIRST
 BK3238
 BK3238.The horizontal coordinates were established by classical geodetic methods
 BK3238.and adjusted by the National Geodetic Survey in February 1996..
 BK3238
 BK3238.The orthometric height was scaled from a topographic map.
 BK3238
 BK3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3238
 BK3238.The geoid height was determined by GEOID03.
 BK3238
 BK3238;                    North         East     Units Scale Factor Converg.
 BK3238;SPC TX C     - 3,146,442.648 1,323,937.588   MT  0.99988659   +3 21 39.7
 BK3238;SPC TX C     -10,322,953.92  4,343,618.57   sFT  0.99988659   +3 21 39.7
 BK3238;UTM  15      - 3,410,216.983   422,738.054   MT  0.99967363   -0 24 50.1
 BK3238
 BK3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3238!SPC TX C     -   0.99999084  x   0.99988659  =   0.99987743
 BK3238!UTM  15      -   0.99999084  x   0.99967363  =   0.99966447
 BK3238
 BK3238                          SUPERSEDED SURVEY CONTROL
 BK3238
 BK3238  NAD 83(1993)-  30 49 21.24122(N)    093 48 28.10787(W) AD(       ) 1
 BK3238  NAD 83(1986)-  30 49 21.24096(N)    093 48 28.10624(W) AD(       ) 1
 BK3238  NAD 27      -  30 49 20.51500(N)    093 48 27.45500(W) AD(       ) 1
 BK3238
 BK3238.Superseded values are not recommended for survey control.
 BK3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3238.See file dsdata.txt to determine how the superseded data were derived.
 BK3238
 BK3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ2273810217(NAD 83)
 BK3238_MARKER: DS = TRIANGULATION STATION DISK
 BK3238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3238
 BK3238  HISTORY     - Date     Condition        Report By
 BK3238  HISTORY     - 1935     MONUMENTED       CGS
 BK3238  HISTORY     - 1936     GOOD             TSI
 BK3238  HISTORY     - 1943     GOOD             USE
 BK3238  HISTORY     - 1958     GOOD             CGS
 BK3238  HISTORY     - 1965     GOOD             CGS
 BK3238
 BK3238                          STATION DESCRIPTION
 BK3238
 BK3238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3238'STATION IS ABOUT 14 MILES SE OF JASPER, ABOUT 2-1/2 MILES
 BK3238'SW OF NEWTON, ON HIGHEST POINT OF A FLAT, SPARSELY-WOODED
 BK3238'KNOLL (OWNERSHIP OF LAND UNKNOWN), 340 FEET S OF CENTER LINE
 BK3238'OF THE DIRT ROAD THAT CROSSES THE KNOLL, 245 FEET SSW OF THE
 BK3238'TRIANGULAR-BLAZED 20-INCH OAK TREE THAT IS JUST S OF THE
 BK3238'ROAD AND ON W SIDE OF THE TRAIL THAT LEADS FROM ROAD TO
 BK3238'STATION, 30 FEET SW OF CENTER LINE OF TRAIL, 36 FEET E OF
 BK3238'THE TRIANGULAR-BLAZED 12-INCH OAK TREE, 50 FEET W OF THE
 BK3238'TRIANGULAR-BLAZED 10-INCH PINE TREE, 40 FEET WNW OF THE
 BK3238'DIAMOND-BLAZED 14-INCH OAK TREE.  THE MARK PROJECTS 5
 BK3238'INCHES.
 BK3238'
 BK3238'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK3238'BRONZE DISKS SET IN CONCRETE.
 BK3238'
 BK3238'AZIMUTH MARK IS ESE OF STATION, 15 FEET NE OF CENTER LINE
 BK3238'OF THE DIRT ROAD THAT LEADS TO STATION, ON NW SIDE OF A
 BK3238'TWO-ACRE CLEARING.  IT PROJECTS 7 INCHES.
 BK3238'
 BK3238'REFERENCE MARK NO. 1 IS NNE OF STATION, 18 FEET E OF CENTER
 BK3238'LINE OF THE TRAIL THAT LEADS TO STATION, 234 FEET S OF CENTER
 BK3238'LINE OF THE ROAD, 140 FEET S OF THE TRIANGULAR-BLAZED
 BK3238'20-INCH OAK TREE, 20 FEET NW OF A 15-INCH PINE TREE.  IT
 BK3238'PROJECTS 6 INCHES.
 BK3238'
 BK3238'REFERENCE MARK NO. 2 IS NW OF STATION, 7 FEET ESE OF A 4-INCH
 BK3238'OAK TREE, 90 FEET NNW OF THE TRIANGULAR-BLAZED 12-INCH OAK
 BK3238'TREE, 117.86 FEET W OF REFERENCE MARK NO. 1.  IT PROJECTS
 BK3238'6 INCHES.
 BK3238'
 BK3238'TO REACH FROM THE SW CORNER OF THE COURTHOUSE SQUARE IN
 BK3238'NEWTON, GO S ON STATE HIGHWAY 87, 2.7 MILES TO TEXAS HIGHWAY
 BK3238'PARK ON E SIDE OF ROAD.  CONTINUE S ON STATE HIGHWAY 87, 0.3
 BK3238'MILE TO A GRADED DIRT ROAD LEADING W.  THENCE W AND NW ON THIS
 BK3238'ROAD, 1.3 MILES TO TOP OF GRADE AND TRAIL LEADING S AT THE
 BK3238'AFORE-MENTIONED TRIANGULAR-BLAZED 20-INCH OAK TREE.  THENCE
 BK3238'S ON TRAIL 340 FEET TO THE STATION.
 BK3238'
 BK3238'A 136-FOOT SIGNAL AT JAMESTOWN COMES INTO VIEW AT 50 FEET,
 BK3238'A 126-FOOT SIGNAL AT QUICKSAND COMES INTO VIEW AT 50 FEET,
 BK3238'A 126-FOOT SIGNAL AT SABINE COMES INTO VIEW AT 50 FEET,
 BK3238'A 126-FOOT SIGNAL AT ZION COMES INTO VIEW AT 50 FEET, A
 BK3238'136-FOOT SIGNAL AT BON COMES INTO VIEW AT 55 FEET, AND A
 BK3238'126-FOOT SIGNAL AT COW COMES INTO VIEW AT 90 FEET.
 BK3238'
 BK3238'HEIGHT OF LIGHT ABOVE STATION MARK - 136 FEET.
 BK3238
 BK3238                          STATION RECOVERY (1936)
 BK3238
 BK3238'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1936
 BK3238'STATION IN GOOD CONDITION.  ORIGINAL DESCRIPTION GOOD.
 BK3238
 BK3238                          STATION RECOVERY (1943)
 BK3238
 BK3238'RECOVERY NOTE BY US ENGINEERS 1943
 BK3238'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BK3238'ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BK3238
 BK3238                          STATION RECOVERY (1958)
 BK3238
 BK3238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JRM)
 BK3238'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 BK3238'MARK WERE RECOVERED IN GOOD CONDITION.
 BK3238'
 BK3238'STATION IS ABOUT 14 MILES SOUTHEAST OF JASPER, ABOUT 2-1/2
 BK3238'MILES SOUTHWEST OF NEWTON, ON HIGHEST POINT OF A FLAT, OWNERSHIP OF
 BK3238'LAND UNKNOWN.  THIS AREA HAS BEEN STRIPPED OF IRON ORE GRAVEL AND
 BK3238'ALL WITNESS TREES HAVE BEEN CUT.  AREA IS NOW COVERED WITH
 BK3238'SMALL PINES.
 BK3238'
 BK3238'TO REACH FROM THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE
 BK3238'IN NEWTON, GO SOUTH ON TEXAS HIGHWAY 87, 2.7 MILES TO TEXAS
 BK3238'HIGHWAY PARK ON EAST SIDE OF ROAD.  CONTINUE SOUTH ON TEXAS
 BK3238'87, 0.3 MILE TO A PAVED COUNTY ROAD, LEADING WEST BY A
 BK3238'BAPTIST ENCAMPMENT, THENCE WEST AND NORTHWEST ON THIS ROAD
 BK3238'FOR 1.3 MILES TO TRAIL GOING SOUTH 15 DEGREES EAST.  GO SOUTH
 BK3238'15 DEGREES EAST ON THIS TRAIL FOR 0.061 MILE AND STATION
 BK3238'IS 75 FEET TO THE RIGHT.
 BK3238'
 BK3238'R.M. NO. 1 IS NORTH-NORTHEAST OF STATION, 234 FEET SOUTH OF
 BK3238'CENTER LINE OF THE ROAD.  IT PROJECTS 6 INCHES.
 BK3238'
 BK3238'R.M. NO. 2 IS NORTHWEST OF THE STATION, 117.86 FEET WEST
 BK3238'OF R.M. NO. 1.  IT PROJECTS 6 INCHES.
 BK3238
 BK3238                          STATION RECOVERY (1965)
 BK3238
 BK3238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 BK3238'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BK3238'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 BK3238'TO HAVE BEEN DISTURBED BY SOIL EROSION, AFTER A GRADER DITCH
 BK3238'WAS DUG NEAR THE MARK.  NO OBJECTS WERE VISIBLE FROM THE
 BK3238'STATION TO SET ANOTHER AZIMUTH MARK.  THE DISK WAS SALVAGED
 BK3238'FROM THE CONCRETE POST.
 BK3238'
 BK3238'TO REACH THE STATION FROM THE COURT HOUSE IN NEWTON, GO SOUTH
 BK3238'ON STATE HIGHWAY 87 FOR 2.8 MILES TO THE BRIDGE OVER COW
 BK3238'CREEK, THENCE CONTINUE 0.35 MILE TO A SIDE ROAD ON THE RIGHT.
 BK3238'TURN RIGHT, WEST, GO 1.25 MILES TO A TRACK ROAD ON THE LEFT.
 BK3238'TURN LEFT, SOUTH, GO 0.05 MILE TO STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2192 ***********************************************************************
 BL2192  DESIGNATION -  CANEY
 BL2192  PID         -  BL2192
 BL2192  STATE/COUNTY-  TX/HARRIS
 BL2192  USGS QUAD   -  PLUM GROVE (1979)
 BL2192
 BL2192                         *CURRENT SURVEY CONTROL
 BL2192  ___________________________________________________________________
 BL2192* NAD 83(1993)-  30 08 26.19231(N)    095 06 51.99449(W)     ADJUSTED  
 BL2192* NAVD 88     -        26.72   (+/-2cm)      87.7    (feet)  VERTCON   
 BL2192  ___________________________________________________________________
 BL2192  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BL2192  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2192
 BL2192  HORZ ORDER  -  SECOND
 BL2192  VERT ORDER  -  THIRD ? (See Below)
 BL2192
 BL2192.The horizontal coordinates were established by classical geodetic methods
 BL2192.and adjusted by the National Geodetic Survey in February 1996..
 BL2192
 BL2192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2192.The vertical order pertains to the NGVD 29 superseded value.
 BL2192
 BL2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2192
 BL2192.The geoid height was determined by GEOID03.
 BL2192
 BL2192;                    North         East     Units Scale Factor Converg.
 BL2192;SPC TXSC     - 4,261,933.435   974,290.170   MT  0.99996189   +1 54 12.9
 BL2192;SPC TXSC     -13,982,693.28  3,196,483.67   sFT  0.99996189   +1 54 12.9
 BL2192;SPC TX C     - 3,064,333.537 1,202,652.320   MT  0.99999369   +2 41 16.9
 BL2192;SPC TX C     -10,053,567.61  3,945,701.82   sFT  0.99999369   +2 41 16.9
 BL2192;UTM  15      - 3,336,253.696   296,331.894   MT  1.00011179   -1 03 43.5
 BL2192
 BL2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2192!SPC TXSC     -   1.00000013  x   0.99996189  =   0.99996202
 BL2192!SPC TX C     -   1.00000013  x   0.99999369  =   0.99999382
 BL2192!UTM  15      -   1.00000013  x   1.00011179  =   1.00011192
 BL2192
 BL2192|---------------------------------------------------------------------|
 BL2192| PID    Reference Object                     Distance      Geod. Az  |
 BL2192|                                                           dddmmss.s |
 BL2192| BL2193 CANEY 1952 RM 1                      39.581 METERS 06159     |
 BL2192| CV8202 CANEY AZ MK                                        1231814.7 |
 BL2192| AW6632 HUMBLE MUNICIPAL TANK               APPROX.21.7 KM 2222808.6 |
 BL2192| BL2196 PORTER TRUCKLINE GAS CO MAST        APPROX.12.6 KM 2460900.0 |
 BL2192| CV8203 CANEY RM 2                           31.275 METERS 33303     |
 BL2192|---------------------------------------------------------------------|
 BL2192
 BL2192                          SUPERSEDED SURVEY CONTROL
 BL2192
 BL2192  NAD 83(1986)-  30 08 26.20732(N)    095 06 51.97757(W) AD(       ) 2
 BL2192  NAD 27      -  30 08 25.43152(N)    095 06 51.22893(W) AD(       ) 2
 BL2192  NGVD 29 (07/19/86)   26.72   (m)           87.7    (f) LEVELING    3  
 BL2192
 BL2192.Superseded values are not recommended for survey control.
 BL2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2192.See file dsdata.txt to determine how the superseded data were derived.
 BL2192
 BL2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9633236254(NAD 83)
 BL2192_MARKER: DS = TRIANGULATION STATION DISK
 BL2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2192
 BL2192  HISTORY     - Date     Condition        Report By
 BL2192  HISTORY     - 1952     MONUMENTED       CGS
 BL2192  HISTORY     - 1968     GOOD             LOCENG
 BL2192  HISTORY     - 20010730 MARK NOT FOUND   NGS
 BL2192
 BL2192                          STATION DESCRIPTION
 BL2192
 BL2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2192'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH-NORTHWEST OF THE
 BL2192'SMALL VILLAGE OF HUFFMAN AND ABOUT 6.0 MILES EAST-SOUTHEAST OF
 BL2192'NEW CANEY JUST SOUTHWEST OF A LOOKOUT TOWER NEAR THE SOUTHWEST
 BL2192'EDGE OF A SMALL CLEARING, 4 FEET EAST OF A WITNESS POST.  IT
 BL2192'IS STAMPED CANEY 1952 AND PROJECTS 2 INCHES.
 BL2192'
 BL2192'REFERENCE MARK NO. 1 IS DIRECTLY BENEATH THE CENTER OF L.O.T. NO.
 BL2192'70 (STATE).  IT IS STAMPED CANEY NO 1 1952 AND IS FLUSH WITH
 BL2192'THE GROUND SURFACE.
 BL2192'
 BL2192'REFERENCE MARK NO. 2 IS NEAR THE WEST EDGE OF CLEARING.  IT IS
 BL2192'STAMPED CANEY NO 2 1952 AND PROJECTS 4 INCHES.
 BL2192'
 BL2192'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 164.02 FEET.
 BL2192'
 BL2192'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 34 FEET NORTH OF
 BL2192'THE CENTER OF AN EAST-WEST ROAD AND 2 FEET NORTHWEST OF A
 BL2192'WITNESS POST.  IT IS STAMPED CANEY 1952 AND PROJECTS 3 INCHES.
 BL2192'
 BL2192'TO REACH THE STATION FROM THE RAILROAD STATION IN HUFFMAN, GO
 BL2192'WEST FOR 0.5 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH ON
 BL2192'HARD SURFACED ROAD FOR 2.4 MILES TO A T INTERSECTION, TURN LEFT
 BL2192'AND GO WEST AND NORTH ON DIRT ROAD FOR 6.8 MILES TO A T
 BL2192'INTERSECTION.  TURN LEFT AND GO WEST FOR 0.05 MILE TO AZIMUTH
 BL2192'MARK ON RIGHT AS DESCRIBED, CONTINUE WEST FOR 0.2 MILE TO A
 BL2192'TRACK ROAD ON RIGHT (THIS IS 0.05 MILE BEFORE REACHING A T
 BL2192'INTERSECTION.), TURN RIGHT AND GO NORTH ON TRACK ROAD FOR
 BL2192'0.15 MILE TO A SMALL CLEARING AND STATION JUST SOUTHWEST OF
 BL2192'LOOKOUT TOWER AS DESCRIBED.
 BL2192'
 BL2192'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BL2192
 BL2192                          STATION RECOVERY (1968)
 BL2192
 BL2192'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (GDY)
 BL2192'RECOVERED BY TURNER COLLIE AND BRADEN CONSULTING ENGINEERS
 BL2192'
 BL2192'STATION, REF. 1, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION -
 BL2192'REF. 2 DISK MISSING
 BL2192
 BL2192                          STATION RECOVERY (2001)
 BL2192
 BL2192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2192'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2193 ***********************************************************************
 BL2193  DESIGNATION -  CANEY 1952 RM 1
 BL2193  PID         -  BL2193
 BL2193  STATE/COUNTY-  TX/HARRIS
 BL2193  USGS QUAD   -  PLUM GROVE (1979)
 BL2193
 BL2193                         *CURRENT SURVEY CONTROL
 BL2193  ___________________________________________________________________
 BL2193* NAD 83(1993)-  30 08 26.79615(N)    095 06 50.68893(W)     ADJUSTED  
 BL2193* NAVD 88     -        26.87   (+/-2cm)      88.2    (feet)  VERTCON   
 BL2193  ___________________________________________________________________
 BL2193  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BL2193  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2193
 BL2193  HORZ ORDER  -  SECOND
 BL2193  VERT ORDER  -  THIRD ? (See Below)
 BL2193
 BL2193.The horizontal coordinates were established by classical geodetic methods
 BL2193.and adjusted by the National Geodetic Survey in February 1996..
 BL2193
 BL2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2193.The vertical order pertains to the NGVD 29 superseded value.
 BL2193
 BL2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2193
 BL2193.The geoid height was determined by GEOID03.
 BL2193
 BL2193;                    North         East     Units Scale Factor Converg.
 BL2193;SPC TXSC     - 4,261,953.179   974,324.473   MT  0.99996193   +1 54 13.5
 BL2193;SPC TXSC     -13,982,758.05  3,196,596.21   sFT  0.99996193   +1 54 13.5
 BL2193;SPC TX C     - 3,064,353.749 1,202,686.351   MT  0.99999365   +2 41 17.6
 BL2193;SPC TX C     -10,053,633.92  3,945,813.47   sFT  0.99999365   +2 41 17.6
 BL2193;UTM  15      - 3,336,271.641   296,367.178   MT  1.00011161   -1 03 42.8
 BL2193
 BL2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2193!SPC TXSC     -   1.00000011  x   0.99996193  =   0.99996204
 BL2193!SPC TX C     -   1.00000011  x   0.99999365  =   0.99999376
 BL2193!UTM  15      -   1.00000011  x   1.00011161  =   1.00011172
 BL2193
 BL2193                          SUPERSEDED SURVEY CONTROL
 BL2193
 BL2193  NAD 83(1986)-  30 08 26.81116(N)    095 06 50.67201(W) AD(       ) 2
 BL2193  NAD 27      -  30 08 26.03538(N)    095 06 49.92340(W) AD(       ) 2
 BL2193  NGVD 29 (07/19/86)   26.87   (m)           88.2    (f) LEVELING    3  
 BL2193
 BL2193.Superseded values are not recommended for survey control.
 BL2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2193.See file dsdata.txt to determine how the superseded data were derived.
 BL2193
 BL2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9636736272(NAD 83)
 BL2193_MARKER: DR = REFERENCE MARK DISK
 BL2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2193+STABILITY: SURFACE MOTION
 BL2193
 BL2193  HISTORY     - Date     Condition        Report By
 BL2193  HISTORY     - 1952     MONUMENTED       CGS
 BL2193  HISTORY     - 20010730 MARK NOT FOUND   NGS
 BL2193
 BL2193                          STATION DESCRIPTION
 BL2193
 BL2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL2193'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH-NORTHWEST OF THE
 BL2193'SMALL VILLAGE OF HUFFMAN AND ABOUT 6.0 MILES EAST-SOUTHEAST OF
 BL2193'NEW CANEY.
 BL2193'
 BL2193'REFERENCE MARK NO. 1 IS DIRECTLY BENEATH THE CENTER OF L.O.T. NO.
 BL2193'70 (STATE).  IT IS STAMPED CANEY NO 1 1952 AND IS FLUSH WITH
 BL2193'THE GROUND SURFACE.
 BL2193
 BL2193                          STATION RECOVERY (2001)
 BL2193
 BL2193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2193'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0096 ***********************************************************************
 BZ0096  DESIGNATION -  CANEY AZ MK
 BZ0096  PID         -  BZ0096
 BZ0096  STATE/COUNTY-  TX/FREESTONE
 BZ0096  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0096
 BZ0096                         *CURRENT SURVEY CONTROL
 BZ0096  ___________________________________________________________________
 BZ0096* NAD 83(1986)-  31 37 54.     (N)    096 17 12.     (W)     SCALED    
 BZ0096* NAVD 88     -       148.275  (meters)     486.47   (feet)  ADJUSTED  
 BZ0096  ___________________________________________________________________
 BZ0096  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ0096  DYNAMIC HT  -         148.097 (meters)     485.88  (feet)  COMP
 BZ0096  MODELED GRAV-     979,435.3   (mgal)                       NAVD 88
 BZ0096
 BZ0096  VERT ORDER  -  SECOND    CLASS 0
 BZ0096
 BZ0096.The horizontal coordinates were scaled from a topographic map and have
 BZ0096.an estimated accuracy of +/- 6 seconds.
 BZ0096
 BZ0096.The orthometric height was determined by differential leveling
 BZ0096.and adjusted by the National Geodetic Survey in June 1991..
 BZ0096
 BZ0096.The geoid height was determined by GEOID03.
 BZ0096
 BZ0096.The dynamic height is computed by dividing the NAVD 88
 BZ0096.geopotential number by the normal gravity value computed on the
 BZ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0096.degrees latitude (g = 980.6199 gals.).
 BZ0096
 BZ0096.The modeled gravity was interpolated from observed gravity values.
 BZ0096
 BZ0096;                    North         East    Units  Estimated Accuracy
 BZ0096;SPC TX C     - 3,224,820.    1,083,800.      MT  (+/- 180 meters Scaled)
 BZ0096
 BZ0096                          SUPERSEDED SURVEY CONTROL
 BZ0096
 BZ0096  NGVD 29 (??/??/92)  148.263  (m)          486.43   (f) ADJ UNCH    2 0
 BZ0096
 BZ0096.Superseded values are not recommended for survey control.
 BZ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0096.See file dsdata.txt to determine how the superseded data were derived.
 BZ0096
 BZ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA573028(NAD 83)
 BZ0096_MARKER: DZ = AZIMUTH MARK DISK
 BZ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0096_STAMPING: CANEY AZIMUTH 1935
 BZ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0096+STABILITY: SURFACE MOTION
 BZ0096
 BZ0096  HISTORY     - Date     Condition        Report By
 BZ0096  HISTORY     - 1935     MONUMENTED       CGS
 BZ0096  HISTORY     - 1948     GOOD             NGS
 BZ0096  HISTORY     - 1976     MARK NOT FOUND   DUNLAP
 BZ0096  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0096
 BZ0096                          STATION DESCRIPTION
 BZ0096
 BZ0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0096'IN TEAGUE.
 BZ0096'AT TEAGUE, 0.25 MILE WEST ALONG CYPRESS STREET FROM THE CITY WATER
 BZ0096'TOWER, 100.0 FEET NORTH OF A SINCLAIR OIL COMPANY WAREHOUSE, AT THE
 BZ0096'SOUTHEAST CORNER OF A SMALL STORAGE TANK HAVING RED BRICK SUPPORTS, AT
 BZ0096'THE WEST EDGE OF A DIRT DRIVE AND SET IN THE TOP OF A CONCRETE POST
 BZ0096'WHICH IS FLUSH WITH THE GROUND.
 BZ0096
 BZ0096                          STATION RECOVERY (1976)
 BZ0096
 BZ0096'RECOVERY NOTE BY DUNLAP ASSOCIATES 1976
 BZ0096'MARK NOT FOUND.
 BZ0096
 BZ0096                          STATION RECOVERY (2002)
 BZ0096
 BZ0096'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0094 ***********************************************************************
 BZ0094  DESIGNATION -  CANEY RM 1
 BZ0094  PID         -  BZ0094
 BZ0094  STATE/COUNTY-  TX/FREESTONE
 BZ0094  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0094
 BZ0094                         *CURRENT SURVEY CONTROL
 BZ0094  ___________________________________________________________________
 BZ0094* NAD 83(1986)-  31 37 53.     (N)    096 16 55.     (W)     SCALED    
 BZ0094* NAVD 88     -       161.076  (meters)     528.46   (feet)  ADJUSTED  
 BZ0094  ___________________________________________________________________
 BZ0094  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0094  DYNAMIC HT  -         160.882 (meters)     527.83  (feet)  COMP
 BZ0094  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 BZ0094
 BZ0094  VERT ORDER  -  SECOND    CLASS 0
 BZ0094
 BZ0094.The horizontal coordinates were scaled from a topographic map and have
 BZ0094.an estimated accuracy of +/- 6 seconds.
 BZ0094
 BZ0094.The orthometric height was determined by differential leveling
 BZ0094.and adjusted by the National Geodetic Survey in June 1991..
 BZ0094
 BZ0094.The geoid height was determined by GEOID03.
 BZ0094
 BZ0094.The dynamic height is computed by dividing the NAVD 88
 BZ0094.geopotential number by the normal gravity value computed on the
 BZ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0094.degrees latitude (g = 980.6199 gals.).
 BZ0094
 BZ0094.The modeled gravity was interpolated from observed gravity values.
 BZ0094
 BZ0094;                    North         East    Units  Estimated Accuracy
 BZ0094;SPC TX C     - 3,224,800.    1,084,250.      MT  (+/- 180 meters Scaled)
 BZ0094
 BZ0094                          SUPERSEDED SURVEY CONTROL
 BZ0094
 BZ0094  NGVD 29 (??/??/92)  161.064  (m)          528.42   (f) ADJ UNCH    2 0
 BZ0094
 BZ0094.Superseded values are not recommended for survey control.
 BZ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0094.See file dsdata.txt to determine how the superseded data were derived.
 BZ0094
 BZ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA578027(NAD 83)
 BZ0094_MARKER: DR = REFERENCE MARK DISK
 BZ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0094_STAMPING: CANEY NO 1 1935
 BZ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0094+STABILITY: SURFACE MOTION
 BZ0094
 BZ0094  HISTORY     - Date     Condition        Report By
 BZ0094  HISTORY     - 1935     MONUMENTED       CGS
 BZ0094  HISTORY     - 1948     GOOD             NGS
 BZ0094  HISTORY     - 1976     GOOD             DUNLAP
 BZ0094  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0094
 BZ0094                          STATION DESCRIPTION
 BZ0094
 BZ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0094'IN TEAGUE.
 BZ0094'AT TEAGUE, AT THE CORNER OF CYPRESS STREET AND NORTH FIFTH AVENUE,
 BZ0094'136.4 FEET SOUTHEAST OF TRIANGULATION STATION CANEY, 22.0 FEET SOUTH
 BZ0094'OF THE CENTER LINE OF CYPRESS STREET, 2.0 FEET SOUTH OF A DITCH, AT
 BZ0094'THE NORTH EDGE OF A SIDEWALK, SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0094'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BZ0094
 BZ0094                          STATION RECOVERY (1976)
 BZ0094
 BZ0094'RECOVERY NOTE BY DUNLAP ASSOCIATES 1976
 BZ0094'RECOVERED IN GOOD CONDITION.
 BZ0094
 BZ0094                          STATION RECOVERY (2002)
 BZ0094
 BZ0094'RECOVERY NOTE BY US POWER SQUADRON 2002
 BZ0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0095 ***********************************************************************
 BZ0095  DESIGNATION -  CANEY RM 2
 BZ0095  PID         -  BZ0095
 BZ0095  STATE/COUNTY-  TX/FREESTONE
 BZ0095  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0095
 BZ0095                         *CURRENT SURVEY CONTROL
 BZ0095  ___________________________________________________________________
 BZ0095* NAD 83(1986)-  31 37 53.     (N)    096 16 55.     (W)     SCALED    
 BZ0095* NAVD 88     -       159.494  (meters)     523.27   (feet)  ADJUSTED  
 BZ0095  ___________________________________________________________________
 BZ0095  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0095  DYNAMIC HT  -         159.302 (meters)     522.64  (feet)  COMP
 BZ0095  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 BZ0095
 BZ0095  VERT ORDER  -  SECOND    CLASS 0
 BZ0095
 BZ0095.The horizontal coordinates were scaled from a topographic map and have
 BZ0095.an estimated accuracy of +/- 6 seconds.
 BZ0095
 BZ0095.The orthometric height was determined by differential leveling
 BZ0095.and adjusted by the National Geodetic Survey in June 1991..
 BZ0095
 BZ0095.The geoid height was determined by GEOID03.
 BZ0095
 BZ0095.The dynamic height is computed by dividing the NAVD 88
 BZ0095.geopotential number by the normal gravity value computed on the
 BZ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0095.degrees latitude (g = 980.6199 gals.).
 BZ0095
 BZ0095.The modeled gravity was interpolated from observed gravity values.
 BZ0095
 BZ0095;                    North         East    Units  Estimated Accuracy
 BZ0095;SPC TX C     - 3,224,800.    1,084,250.      MT  (+/- 180 meters Scaled)
 BZ0095
 BZ0095                          SUPERSEDED SURVEY CONTROL
 BZ0095
 BZ0095  NGVD 29 (??/??/92)  159.482  (m)          523.23   (f) ADJ UNCH    2 0
 BZ0095
 BZ0095.Superseded values are not recommended for survey control.
 BZ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0095.See file dsdata.txt to determine how the superseded data were derived.
 BZ0095
 BZ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA578027(NAD 83)
 BZ0095_MARKER: DR = REFERENCE MARK DISK
 BZ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0095_STAMPING: CANEY NO 2 1935
 BZ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0095+STABILITY: SURFACE MOTION
 BZ0095
 BZ0095  HISTORY     - Date     Condition        Report By
 BZ0095  HISTORY     - 1935     MONUMENTED       CGS
 BZ0095  HISTORY     - 1948     GOOD             NGS
 BZ0095  HISTORY     - 1976     MARK NOT FOUND   DUNLAP
 BZ0095  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0095
 BZ0095                          STATION DESCRIPTION
 BZ0095
 BZ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0095'IN TEAGUE.
 BZ0095'AT TEAGUE, AT THE CORNER OF CYPRESS STREET AND NORTH FIFTH AVENUE,
 BZ0095'32.0 FEET NORTH OF THE CENTER LINE OF CYPRESS STREET, 29.0 FEET WEST
 BZ0095'OF THE CENTER LINE OF NORTH FIFTH AVENUE, 132.0 FEET SOUTHWEST OF
 BZ0095'TRIANGULATION STATION CANEY, SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0095'IS 0.2 FOOT BELOW THE GROUND.
 BZ0095
 BZ0095                          STATION RECOVERY (1976)
 BZ0095
 BZ0095'RECOVERY NOTE BY DUNLAP ASSOCIATES 1976
 BZ0095'MARK NOT FOUND.
 BZ0095
 BZ0095                          STATION RECOVERY (2002)
 BZ0095
 BZ0095'RECOVERY NOTE BY US POWER SQUADRON 2002
 BZ0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1129 ***********************************************************************
 DN1129  DESIGNATION -  CANNON
 DN1129  PID         -  DN1129
 DN1129  STATE/COUNTY-  TX/GRAYSON
 DN1129  USGS QUAD   -  PILOT GROVE (1974)
 DN1129
 DN1129                         *CURRENT SURVEY CONTROL
 DN1129  ___________________________________________________________________
 DN1129* NAD 83(1993)-  33 26 11.88154(N)    096 28 32.19799(W)     ADJUSTED  
 DN1129* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 DN1129  ___________________________________________________________________
 DN1129  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DN1129  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN1129
 DN1129  HORZ ORDER  -  SECOND
 DN1129
 DN1129.The horizontal coordinates were established by classical geodetic methods
 DN1129.and adjusted by the National Geodetic Survey in February 1996..
 DN1129
 DN1129.The orthometric height was scaled from a topographic map.
 DN1129
 DN1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1129
 DN1129.The geoid height was determined by GEOID03.
 DN1129
 DN1129;                    North         East     Units Scale Factor Converg.
 DN1129;SPC TXNC     - 2,198,086.911   788,216.968   MT  0.99989512   +1 06 14.7
 DN1129;SPC TXNC     - 7,211,556.81  2,586,008.50   sFT  0.99989512   +1 06 14.7
 DN1129;UTM  14      - 3,702,543.687   734,679.613   MT  1.00027905   +1 23 29.8
 DN1129
 DN1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1129!SPC TXNC     -   0.99996698  x   0.99989512  =   0.99986210
 DN1129!UTM  14      -   0.99996698  x   1.00027905  =   1.00024602
 DN1129
 DN1129:                Primary Azimuth Mark                     Grid Az
 DN1129:SPC TXNC     -  WHITEWRIGHT MUNICIPAL TANK               040 32 36.8
 DN1129:UTM  14      -  WHITEWRIGHT MUNICIPAL TANK               040 15 21.7
 DN1129
 DN1129|---------------------------------------------------------------------|
 DN1129| PID    Reference Object                     Distance      Geod. Az  |
 DN1129|                                                           dddmmss.s |
 DN1129| DN1069 WHITEWRIGHT MUNICIPAL TANK          APPROX.10.7 KM 0413851.5 |
 DN1129| DN1123 TRENTON MUNICIPAL TANK              APPROX.12.8 KM 0931647.7 |
 DN1129| CX9120 CANNON RM 1                          19.874 METERS 19228     |
 DN1129| CX9122 CANNON RM 3                          19.878 METERS 19228     |
 DN1129| DN1133 VAN ALSTYNE MUNICIPAL TANK          APPROX. 9.5 KM 2610219.4 |
 DN1129| DN1132 VAN ALSTYNE G COLLIN REA MAST       APPROX. 9.8 KM 2651241.4 |
 DN1129| CX9118 CANNON AZ MK                                       2755736.2 |
 DN1129| CX9121 CANNON RM 2                          21.616 METERS 29514     |
 DN1129| CX9119 CANNON AZ MK 2                                     3292528.8 |
 DN1129| DN1072 TOM BEAN MUNICIPAL TANK             APPROX. 9.3 KM 3543456.7 |
 DN1129|---------------------------------------------------------------------|
 DN1129
 DN1129                          SUPERSEDED SURVEY CONTROL
 DN1129
 DN1129  NAD 83(1993)-  33 26 11.88366(N)    096 28 32.19400(W) AD(       ) 2
 DN1129  NAD 83(1986)-  33 26 11.88839(N)    096 28 32.18758(W) AD(       ) 2
 DN1129  NAD 27      -  33 26 11.49240(N)    096 28 31.24100(W) AD(       ) 2
 DN1129
 DN1129.Superseded values are not recommended for survey control.
 DN1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1129.See file dsdata.txt to determine how the superseded data were derived.
 DN1129
 DN1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3468002544(NAD 83)
 DN1129_MARKER: DS = TRIANGULATION STATION DISK
 DN1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1129
 DN1129  HISTORY     - Date     Condition        Report By
 DN1129  HISTORY     - 1957     MONUMENTED       CGS
 DN1129  HISTORY     - 1958     GOOD             CGS
 DN1129  HISTORY     - 1964     MARK NOT FOUND   USGS
 DN1129  HISTORY     - 1965     MARK NOT FOUND   CGS
 DN1129  HISTORY     - 1969     GOOD             CGS
 DN1129
 DN1129                          STATION DESCRIPTION
 DN1129
 DN1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1129'THE STATION IS LOCATED ABOUT 8 MILES WEST OF TRENTON, 7 MILES
 DN1129'SOUTHWEST OF WHITEWRIGHT AND 6 MILES EAST OF VAN ALSTYNE.
 DN1129'IT IS NEAR THE WEST EDGE OF A PASTURE, 38 FEET EAST OF THE CENTER
 DN1129'OF A ROAD, 22 FEET SOUTHEAST OF THE SOUTH END OF A WIRE
 DN1129'GATE AND 13 FEET EAST OF A NORTH-SOUTH FENCE AND WITNESS
 DN1129'POST.  THE MARK IS STAMPED CANNON 1957 AND IS FLUSH WITH THE
 DN1129'GROUND SURFACE.
 DN1129'
 DN1129'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF THE PASTURE, 63
 DN1129'FEET SOUTH OF A WITNESS POST, 25 FEET EAST OF THE CENTER OF
 DN1129'A ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  THE MARK IS
 DN1129'STAMPED CANNON NO 1 1957 AND PROJECTS 4 INCHES.
 DN1129'
 DN1129'REFERENCE MARK NO. 2 IS 30 FEET WEST OF THE CENTER OF A ROAD,
 DN1129'15 FEET NORTH OF THE CENTER OF A DRIVEWAY AND 1 FOOT SOUTH
 DN1129'OF A FENCE CORNER.  THE MARK IS STAMPED CANNON NO 2 1957 AND
 DN1129'PROJECTS 4 INCHES.
 DN1129'
 DN1129'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 106.4 FEET.
 DN1129'
 DN1129'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 45 FEET SOUTH OF
 DN1129'THE CENTER OF FARM ROAD 121, 24 FEET EAST OF A T FENCE
 DN1129'CORNER AND TELEPHONE POLE, 2 FEET EAST OF A WITNESS POST
 DN1129'AND 1 FOOT NORTH OF AN EAST-WEST FENCE.  THE MARK IS STAMPED
 DN1129'CANNON 1957 AND PROJECTS 4 INCHES.
 DN1129'
 DN1129'TO REACH THE STATION FROM THE RAILROAD STATION IN VAN ALSTYNE,
 DN1129'GO EAST ON FARM ROAD 121 FOR 5.2 MILES TO THE AZIMUTH MARK
 DN1129'ON RIGHT AS DESCRIBED, CONTINUE EAST FOR 0.3 MILE TO A T ROAD
 DN1129'LEFT AT THE CANNON STORE.  CONTINUE EAST FOR 0.4 MILE TO A
 DN1129'T ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST AND SOUTH FOR 0.3
 DN1129'MILE TO A DRIVEWAY ON THE RIGHT AND A WIRE GATE AND STATION ON
 DN1129'LEFT AS DESCRIBED.
 DN1129'
 DN1129'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1129
 DN1129                          STATION RECOVERY (1958)
 DN1129
 DN1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1129'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 DN1129'AZIMUTH MARK WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1129'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1129
 DN1129                          STATION RECOVERY (1964)
 DN1129
 DN1129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DN1129'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE WITNESS POST
 DN1129'HAD BEEN BROKEN OUT OF THE GROUND, BUT NO EVIDENCE OF DESTRUCTION
 DN1129'TO THE STATION WAS FOUND.  EXCESSIVE DIRT IN THE VICINITY MAY
 DN1129'HAVE COVERED IT DEEPER AT SOME PAST DATE, ALTHO AT PRESENT
 DN1129'TIME AREA IS GRASSED OVER.  CANNOT TRUTHFULLY SAY THAT MARKER
 DN1129'HAS BEEN DESTROYED AS NO SUCH EVIDENCE WAS FOUND.
 DN1129'
 DN1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 DN1129'W OF TRENTON, 7 MILES SW OF WHITEWRIGHT, 6 MILES E OF VAN ALSTYNE.
 DN1129
 DN1129                          STATION RECOVERY (1965)
 DN1129
 DN1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WJB)
 DN1129'SURFACE STATION MARK WAS DESTROYED.  UNDERGROUND MARK WAS
 DN1129'NOT SEARCHED FOR.  R.M. 1 WAS RECOVERED IN GOOD CONDITION.  R.M.
 DN1129'2 WAS RECOVERED IN FAIR CONDITION - BEEN HIT BY MOWER.  AZIMUTH
 DN1129'MARK WAS NOT SEARCHED FOR.
 DN1129
 DN1129                          STATION RECOVERY (1969)
 DN1129
 DN1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1129'STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 DN1129'CONDITION.  REFERENCE MARK NO. 1 DISK FOUND DESTROYED BUT THE
 DN1129'POST WAS FOUND IN GOOD CONDITION.  AZIMUTH MARK FOUND
 DN1129'DESTROYED BY GRADER OPERATIONS.  REFERENCE MARK 3 AND A NEW
 DN1129'AZIMUTH MARK WERE SET.
 DN1129'
 DN1129'STATION MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 DN1129'CONCRETE POST AND STAMPED CANNON 1957, IS 41 FEET EAST OF THE
 DN1129'CENTERLINE OF A NORTH-SOUTH ROAD, 71 FEET EAST-SOUTHEAST OF
 DN1129'FENCE CORNER POST, 42 FEET WEST OF A SMALL TREE, 25 FEET SOUTH
 DN1129'OF A DRIVEWAY TO A SMALL SHED AND 1 FOOT WEST OF A WITNESS
 DN1129'POST.  THE MARK IS ABOUT 4 INCHES BELOW THE SURFACE OF THE
 DN1129'GROUND.
 DN1129'
 DN1129'TO REACH FROM THE RAILROAD CROSSING WITH FARM ROAD NO. 171
 DN1129'AT THE EAST EDGE OF VAN ALSTYNE, GO EAST ON FARM ROAD 171
 DN1129'FOR 5.5 MILE TO JUNCTION OF FARM ROAD 2729 AT THE VILLAGE
 DN1129'OF CANNON.  CONTINUE EAST ON FARM ROAD 171 FOR 0.4 MILE TO SIDE
 DN1129'ROAD RIGHT.  TURN RIGHT AND GO SOUTH 0.3 MILE TO DRIVEWAYS ON
 DN1129'BOTH SIDES OF ROAD AND STATION ON LEFT (EAST) SIDE OF ROAD
 DN1129'AS DESCRIBED.
 DN1129'
 DN1129'TO REACH AZIMUTH MARK FROM JUNCTION OF FARM ROADS 171 AND
 DN1129'2729 AT CANNON, GO NORTH ON FARM ROAD 2729 FOR 0.5 MILE TO
 DN1129'MARK ON LEFT (WEST) SIDE OF ROAD.
 DN1129'
 DN1129'REFERENCE MARK NO. 2, A STANDARD DISK, SET IN THE TOP OF A
 DN1129'SQUARE CONCRETE POST AND STAMPED CANNON NO 2 1957, IS 24
 DN1129'FEET WEST OF THE CENTERLINE OF ROAD, 13 FEET NORTH OF THE
 DN1129'CENTERLINE OF DRIVEWAY TO FARM HOUSE, 1 FOOT WEST OF A TELEPHONE
 DN1129'CABLE POST AND 1 FOOT SOUTH OF THE FENCE CORNER.  THE MARK
 DN1129'PROJECTS 3 INCHES.
 DN1129'
 DN1129'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 DN1129'SQUARE CONCRETE POST AND STAMPED CANNON NO 3 1957 1969, IS
 DN1129'91 FEET SOUTH OF THE DRIVEWAY TO SMALL SHED AND 27 FEET EAST
 DN1129'OF THE CENTERLINE OF ROAD.  THE MARK PROJECTS 3 INCHES.
 DN1129'
 DN1129'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 DN1129'POST AND STAMPED CANNON 1957 1969, IS 50 FEET WEST OF THE
 DN1129'CENTERLINE OF FARM ROAD 2729, 15 FEET NORTH OF FENCE BRACE
 DN1129'POST, 3 FEET SOUTH OF POWERLINE POLE 1-1/2 FEET EAST OF FENCE AND
 DN1129'1 FOOT SOUTH OF WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 DN1129'
 DN1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI. E OF
 DN1129'VAN ALSTYNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0127 ***********************************************************************
 AP0127  DESIGNATION -  CANTINA
 AP0127  PID         -  AP0127
 AP0127  STATE/COUNTY-  TX/DIMMIT
 AP0127  USGS QUAD   -  COMETA (1974)
 AP0127
 AP0127                         *CURRENT SURVEY CONTROL
 AP0127  ___________________________________________________________________
 AP0127* NAD 83(1993)-  28 37 33.74490(N)    100 05 50.46213(W)     ADJUSTED  
 AP0127* NAVD 88     -       230.554  (meters)     756.41   (feet)  ADJUSTED  
 AP0127  ___________________________________________________________________
 AP0127  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AP0127  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AP0127  DYNAMIC HT  -         230.210 (meters)     755.28  (feet)  COMP
 AP0127  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 AP0127
 AP0127  HORZ ORDER  -  FIRST
 AP0127  VERT ORDER  -  FIRST     CLASS II
 AP0127
 AP0127.The horizontal coordinates were established by classical geodetic methods
 AP0127.and adjusted by the National Geodetic Survey in February 1996..
 AP0127
 AP0127.The orthometric height was determined by differential leveling
 AP0127.and adjusted by the National Geodetic Survey in June 1991..
 AP0127
 AP0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0127
 AP0127.The geoid height was determined by GEOID03.
 AP0127
 AP0127.The dynamic height is computed by dividing the NAVD 88
 AP0127.geopotential number by the normal gravity value computed on the
 AP0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0127.degrees latitude (g = 980.6199 gals.).
 AP0127
 AP0127.The modeled gravity was interpolated from observed gravity values.
 AP0127
 AP0127;                    North         East     Units Scale Factor Converg.
 AP0127;SPC TXSC     - 4,088,358.570   492,700.879   MT  0.99993919   -0 32 15.4
 AP0127;SPC TXSC     -13,413,223.08  1,616,469.47   sFT  0.99993919   -0 32 15.4
 AP0127;UTM  14      - 3,167,047.400   392,732.128   MT  0.99974200   -0 31 32.8
 AP0127
 AP0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0127!SPC TXSC     -   0.99996743  x   0.99993919  =   0.99990662
 AP0127!UTM  14      -   0.99996743  x   0.99974200  =   0.99970943
 AP0127
 AP0127:                Primary Azimuth Mark                     Grid Az
 AP0127:SPC TXSC     -  CRYSTAL CITY MUN TANK                    076 05 51.3
 AP0127:UTM  14      -  CRYSTAL CITY MUN TANK                    076 05 08.7
 AP0127
 AP0127|---------------------------------------------------------------------|
 AP0127| PID    Reference Object                     Distance      Geod. Az  |
 AP0127|                                                           dddmmss.s |
 AP0127| AO0765 CRYSTAL CITY MUN TANK               APPROX.26.9 KM 0753335.9 |
 AP0127| AP0010 V 1086 RESET                                       0884938.2 |
 AP0127| AP0126 CANTINA RM 1                         12.735 METERS 10402     |
 AP0127| AP0012 W 1086 RESET                         26.156 METERS 26248     |
 AP0127|---------------------------------------------------------------------|
 AP0127
 AP0127                          SUPERSEDED SURVEY CONTROL
 AP0127
 AP0127  NAD 83(1986)-  28 37 33.74113(N)    100 05 50.44004(W) AD(       ) 1
 AP0127  NAD 27      -  28 37 32.81042(N)    100 05 49.21347(W) AD(       ) 1
 AP0127  NGVD 29 (07/19/86)  230.40   (m)          755.9    (f) LEVELING    3  
 AP0127
 AP0127.Superseded values are not recommended for survey control.
 AP0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0127.See file dsdata.txt to determine how the superseded data were derived.
 AP0127
 AP0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS9273267047(NAD 83)
 AP0127_MARKER: DS = TRIANGULATION STATION DISK
 AP0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0127_SP_SET: CONCRETE POST
 AP0127_STAMPING: CANTINA 1972
 AP0127_MARK LOGO: NGS   
 AP0127_PROJECTION: FLUSH
 AP0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0127+STABILITY: SURFACE MOTION
 AP0127
 AP0127  HISTORY     - Date     Condition        Report By
 AP0127  HISTORY     - 1972     MONUMENTED       NGS
 AP0127  HISTORY     - 1982     GOOD             NGS
 AP0127
 AP0127                          STATION DESCRIPTION
 AP0127
 AP0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0127'THE STATION IS ABOUT 7 MILES NORTH AND 14 MILES WEST OF CARRIZO
 AP0127'SPRINGS, 4 MILES SOUTH AND 16 MILES WEST OF CRYSTAL CITY, 1-1/2
 AP0127'MILES SOUTH OF THE ZAVALA-DIMMIT COUNTY LINE, 1 MILE EAST OF THE
 AP0127'MAVERICK DIMMIT COUNTY LINE AND ON THE SOUTH RIGHT-OF-WAY OF U.S.
 AP0127'HIGHWAY 277.
 AP0127'
 AP0127'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND FARM
 AP0127'ROAD 191, ABOUT 8 MILES NORTHWEST OF CARRIZO SPRINGS, GO WEST ON
 AP0127'U.S.  HIGHWAY 277 FOR 2.9 MILES TO FARM ROAD 393 ON THE RIGHT,
 AP0127'CONTINUE WEST ON U.S. HIGHWAY 277 FOR 5.65 MILES TO THE BEACH MARK V
 AP0127'1086 RESET ON THE RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 1.0 MILE
 AP0127'TO THE TOP OF A RIDGE AND THE STATION ON THE LEFT.
 AP0127'
 AP0127'STATION MARKS ARE STANDARD DISK, STAMPED CANTINA 1972.  THE SURFACE
 AP0127'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AP0127'THAT IS FLUSH WITH THE GROUND.  IT IS 80.0 FEET SOUTH OF THE CENTER
 AP0127'OF THE HIGHWAY, 42.5 FEET EAST-NORTHEAST OF THE CENTER OF A GATE
 AP0127'AND 10.6 FEET NORTH OF A WITNESS POST SET IN A FENCE LINE.  THE
 AP0127'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 AP0127'BELOW THE GROUND SURFACE.
 AP0127'
 AP0127'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CANTINA NO 1 1972, SET
 AP0127'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AP0127'WITH THE GROUND.  IT IS 90.0 FEET SOUTH OF THE CENTER OF THE
 AP0127'HIGHWAY, 42.5 FEET EAST OF THE WITNESS POST, 1.0 FOOT NORTH OF THE
 AP0127'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AP0127'
 AP0127'BENCH MARK W 1086 RESET IS A STANDARD DISK, STAMPED W 1086 RESET 1964,
 AP0127'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 AP0127'INCHES.  IT IS 91.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 44.4
 AP0127'FEET WEST OF THE CENTER OF THE GATE, 2.2 FEET EAST OF A WITNESS
 AP0127'POST, 1 FOOT SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 AP0127'STATION. THIS BENCH MARK SERVES AS A REFERENCE MARK.
 AP0127'
 AP0127'BENCH MARK V 1086 RESET IS A STANDARD DISK, STAMPED V 1086 RESET 1964,
 AP0127'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 AP0127'4 INCHES.  IT IS 109.0 FEET EAST-NORTHEAST OF THE CENTER OF THE
 AP0127'NORTH END OF A CONCRETE BOX CULVERT, 76 FEET NORTH OF THE CENTER OF
 AP0127'THE HIGHWAY, 3.6 FEET EAST OF A WITNESS POST AND 1.4 FEET NORTH
 AP0127'OF A FENCE.  THIS BENCH MARK SERVES AS AN AZIMUTH MARK.
 AP0127'
 AP0127'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
 AP0127
 AP0127                          STATION RECOVERY (1982)
 AP0127
 AP0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0127'29.5 KM (18.30 MI) NW FROM CARRIZO SPRINGS.
 AP0127'ONE BLOCK SIXTH STREET FROM THE POST OFFICE IN CARRIZO SPRINGS, THENCE
 AP0127'29.5 KM (18.3 MI) NORTHWEST ALONG U.S. HIGHWAY 277 AT A PRIVATE ROAD
 AP0127'LEADING SOUTHWEST TO THE FARIAS RANCH, CANTINA PASTURE, 24.3 METERS
 AP0127'(80.0 FT) SOUTH SOUTHEAST OF A CENTERLINE OF THE HIGHWAY, 26.0 METERS
 AP0127'(85.5 FT) EAST NORTHEAST OF BENCH MARK W 1086 RESET 1964, 12.8 METERS
 AP0127'(42.0 FT) WEST SOUTHWEST OF CANTINA NUMBER ONE 1972, 12.6 METERS
 AP0127'(41.8 FT) EAST NORTHEAST OF CENTERLINE OF GRAVEL ROAD, AND 3.1 METERS
 AP0127'(10.5 FT) NORTH NORTHWEST OF FENCE.
 AP0127'THE MARK IS 3.1 METERS  NNW FROM A WITNESS POST.
 AP0127'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0126 ***********************************************************************
 AP0126  DESIGNATION -  CANTINA RM 1
 AP0126  PID         -  AP0126
 AP0126  STATE/COUNTY-  TX/DIMMIT
 AP0126  USGS QUAD   -  COMETA (1974)
 AP0126
 AP0126                         *CURRENT SURVEY CONTROL
 AP0126  ___________________________________________________________________
 AP0126* NAD 83(1986)-  28 37 33.     (N)    100 05 51.     (W)     SCALED    
 AP0126* NAVD 88     -       230.628  (meters)     756.65   (feet)  ADJUSTED  
 AP0126  ___________________________________________________________________
 AP0126  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AP0126  DYNAMIC HT  -         230.285 (meters)     755.53  (feet)  COMP
 AP0126  MODELED GRAV-     979,150.7   (mgal)                       NAVD 88
 AP0126
 AP0126  VERT ORDER  -  FIRST     CLASS II
 AP0126
 AP0126.The horizontal coordinates were scaled from a topographic map and have
 AP0126.an estimated accuracy of +/- 6 seconds.
 AP0126
 AP0126.The orthometric height was determined by differential leveling
 AP0126.and adjusted by the National Geodetic Survey in June 1991..
 AP0126
 AP0126.The geoid height was determined by GEOID03.
 AP0126
 AP0126.The dynamic height is computed by dividing the NAVD 88
 AP0126.geopotential number by the normal gravity value computed on the
 AP0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0126.degrees latitude (g = 980.6199 gals.).
 AP0126
 AP0126.The modeled gravity was interpolated from observed gravity values.
 AP0126
 AP0126;                    North         East    Units  Estimated Accuracy
 AP0126;SPC TXSC     - 4,088,340.      492,690.      MT  (+/- 180 meters Scaled)
 AP0126
 AP0126                          SUPERSEDED SURVEY CONTROL
 AP0126
 AP0126.No superseded survey control is available for this station.
 AP0126
 AP0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS927670(NAD 83)
 AP0126_MARKER: DR = REFERENCE MARK DISK
 AP0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0126_SP_SET: CONCRETE POST
 AP0126_STAMPING: CANTINA NO 1 1972
 AP0126_MARK LOGO: NGS   
 AP0126_PROJECTION: FLUSH
 AP0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0126+STABILITY: SURFACE MOTION
 AP0126
 AP0126  HISTORY     - Date     Condition        Report By
 AP0126  HISTORY     - 1972     MONUMENTED       NGS
 AP0126  HISTORY     - 1982     GOOD             NGS
 AP0126
 AP0126                          STATION DESCRIPTION
 AP0126
 AP0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0126'29.5 KM (18.3 MI) NW FROM CARRIZO SPRINGS.
 AP0126'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0126'SPRINGS, THENCE 29.5 KM (18.3 MI) NORTHWEST ALONG U.S. HIGHWAY 277, AT
 AP0126'A PRIVATE ROAD LEADING SOUTHWEST TO THE FARIAS RANCH, CANTINA PASTURE,
 AP0126'27.8 METERS (91.5 FT) SOUTH SOUTHEAST OF CENTERLINE OF THE HIGHWAY,
 AP0126'24.9 METERS (82.0 FT) EAST NORTHEAST OF CENTERLINE OF GRAVEL ROAD,
 AP0126'12.8 METERS (42.0 FT) EAST OF CANTINA 1972 TRIANGULATION STATION,
 AP0126'0.3 METER (1.0 FT) NORTH NORTHWEST OF FENCE, AND 38.4 METERS
 AP0126'(126.0 FT) EAST NORTHEAST OF BENCH MARK W 1086 RESET 1964.
 AP0126'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 AP0126'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0958 ***********************************************************************
 CR0958  DESIGNATION -  CANTON MAGNETIC AZ MK
 CR0958  PID         -  CR0958
 CR0958  STATE/COUNTY-  TX/VAN ZANDT
 CR0958  USGS QUAD   -  CANTON (1981)
 CR0958
 CR0958                         *CURRENT SURVEY CONTROL
 CR0958  ___________________________________________________________________
 CR0958* NAD 83(1986)-  32 33 08.     (N)    095 51 50.     (W)     SCALED    
 CR0958* NAVD 88     -       158.653  (meters)     520.51   (feet)  ADJUSTED  
 CR0958  ___________________________________________________________________
 CR0958  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0958  DYNAMIC HT  -         158.471 (meters)     519.92  (feet)  COMP
 CR0958  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 CR0958
 CR0958  VERT ORDER  -  SECOND    CLASS 0
 CR0958
 CR0958.The horizontal coordinates were scaled from a topographic map and have
 CR0958.an estimated accuracy of +/- 6 seconds.
 CR0958
 CR0958.The orthometric height was determined by differential leveling
 CR0958.and adjusted by the National Geodetic Survey in June 1991..
 CR0958
 CR0958.The geoid height was determined by GEOID03.
 CR0958
 CR0958.The dynamic height is computed by dividing the NAVD 88
 CR0958.geopotential number by the normal gravity value computed on the
 CR0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0958.degrees latitude (g = 980.6199 gals.).
 CR0958
 CR0958.The modeled gravity was interpolated from observed gravity values.
 CR0958
 CR0958;                    North         East    Units  Estimated Accuracy
 CR0958;SPC TXNC     - 2,101,310.      847,540.      MT  (+/- 180 meters Scaled)
 CR0958
 CR0958                          SUPERSEDED SURVEY CONTROL
 CR0958
 CR0958  NGVD 29 (??/??/92)  158.665  (m)          520.55   (f) ADJ UNCH    2 0
 CR0958
 CR0958.Superseded values are not recommended for survey control.
 CR0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0958.See file dsdata.txt to determine how the superseded data were derived.
 CR0958
 CR0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS310052(NAD 83)
 CR0958_MARKER: DZ = AZIMUTH MARK DISK
 CR0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0958_STAMPING: CANTON MAGNETIC 1935 AZIMUTH
 CR0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0958+STABILITY: SURFACE MOTION
 CR0958
 CR0958  HISTORY     - Date     Condition        Report By
 CR0958  HISTORY     - 1935     MONUMENTED       CGS
 CR0958  HISTORY     - 1948     GOOD             NGS
 CR0958  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0958
 CR0958                          STATION DESCRIPTION
 CR0958
 CR0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0958'IN CANTON.
 CR0958'AT CANTON, 0.3 MILE SOUTH OF THE COURTHOUSE, 0.2 MILE NORTH OF THE
 CR0958'HIGH SCHOOL, AT A STREET INTERSECTION, 34.3 FEET NORTHWEST OF THE
 CR0958'NORTHWEST CORNER OF A HOUSE AT THE SOUTHEAST ANGLE OF THE
 CR0958'INTERSECTION, 34.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 CR0958'STREET, 22.0 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 198
 CR0958'(BUFFALO STREET), 18.0 FEET SOUTH OF THE CURB LINE ALONG THE SOUTH
 CR0958'SIDE OF THE EAST-WEST STREET, 0.9 FOOT EAST OF THE EAST EDGE OF THE
 CR0958'CURB ALONG THE EAST SIDE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 CR0958'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 CR0958
 CR0958                          STATION RECOVERY (1995)
 CR0958
 CR0958'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0959 ***********************************************************************
 CR0959  DESIGNATION -  CANTON MAGNETIC RM 2
 CR0959  PID         -  CR0959
 CR0959  STATE/COUNTY-  TX/VAN ZANDT
 CR0959  USGS QUAD   -  CANTON (1981)
 CR0959
 CR0959                         *CURRENT SURVEY CONTROL
 CR0959  ___________________________________________________________________
 CR0959* NAD 83(1986)-  32 32 57.     (N)    095 51 55.     (W)     SCALED    
 CR0959* NAVD 88     -       155.352  (meters)     509.68   (feet)  ADJUSTED  
 CR0959  ___________________________________________________________________
 CR0959  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0959  DYNAMIC HT  -         155.174 (meters)     509.10  (feet)  COMP
 CR0959  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 CR0959
 CR0959  VERT ORDER  -  SECOND    CLASS 0
 CR0959
 CR0959.The horizontal coordinates were scaled from a topographic map and have
 CR0959.an estimated accuracy of +/- 6 seconds.
 CR0959
 CR0959.The orthometric height was determined by differential leveling
 CR0959.and adjusted by the National Geodetic Survey in June 1991..
 CR0959
 CR0959.The geoid height was determined by GEOID03.
 CR0959
 CR0959.The dynamic height is computed by dividing the NAVD 88
 CR0959.geopotential number by the normal gravity value computed on the
 CR0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0959.degrees latitude (g = 980.6199 gals.).
 CR0959
 CR0959.The modeled gravity was interpolated from observed gravity values.
 CR0959
 CR0959;                    North         East    Units  Estimated Accuracy
 CR0959;SPC TXNC     - 2,100,960.      847,420.      MT  (+/- 180 meters Scaled)
 CR0959
 CR0959                          SUPERSEDED SURVEY CONTROL
 CR0959
 CR0959  NGVD 29 (??/??/92)  155.364  (m)          509.72   (f) ADJ UNCH    2 0
 CR0959
 CR0959.Superseded values are not recommended for survey control.
 CR0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0959.See file dsdata.txt to determine how the superseded data were derived.
 CR0959
 CR0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS309049(NAD 83)
 CR0959_MARKER: DR = REFERENCE MARK DISK
 CR0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0959_STAMPING: CANTON MAGNETIC NO 2 1935
 CR0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0959+STABILITY: SURFACE MOTION
 CR0959
 CR0959  HISTORY     - Date     Condition        Report By
 CR0959  HISTORY     - 1935     MONUMENTED       CGS
 CR0959  HISTORY     - 1948     GOOD             NGS
 CR0959  HISTORY     - 1962     MARK NOT FOUND   USGS
 CR0959  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 CR0959
 CR0959                          STATION DESCRIPTION
 CR0959
 CR0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0959'IN CANTON.
 CR0959'AT CANTON, 0.5 MILE SOUTH OF THE COURTHOUSE, 219.0 FEET WEST OF THE
 CR0959'CENTER LINE OF STATE HIGHWAY 198 (BUFFALO STREET), 140.2 FEET NORTH OF
 CR0959'THE NORTHWEST CORNER OF THE HIGH SCHOOL, 38.3 FEET SOUTH OF THE
 CR0959'SOUTHEAST CORNER OF A GARAGE, 28.0 FEET NORTH OF THE CENTER LINE OF
 CR0959'THE FIRST STREET NORTH OF THE HIGH SCHOOL, AND SET IN THE TOP OF A
 CR0959'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 CR0959
 CR0959                          STATION RECOVERY (1962)
 CR0959
 CR0959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CR0959'MARK NOT FOUND.
 CR0959
 CR0959                          STATION RECOVERY (1995)
 CR0959
 CR0959'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0961 ***********************************************************************
 CR0961  DESIGNATION -  CANTON MAGNETIC RM 1
 CR0961  PID         -  CR0961
 CR0961  STATE/COUNTY-  TX/VAN ZANDT
 CR0961  USGS QUAD   -  CANTON (1981)
 CR0961
 CR0961                         *CURRENT SURVEY CONTROL
 CR0961  ___________________________________________________________________
 CR0961* NAD 83(1986)-  32 32 57.     (N)    095 51 53.     (W)     SCALED    
 CR0961* NAVD 88     -       155.195  (meters)     509.17   (feet)  ADJUSTED  
 CR0961  ___________________________________________________________________
 CR0961  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0961  DYNAMIC HT  -         155.018 (meters)     508.59  (feet)  COMP
 CR0961  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 CR0961
 CR0961  VERT ORDER  -  SECOND    CLASS 0
 CR0961
 CR0961.The horizontal coordinates were scaled from a topographic map and have
 CR0961.an estimated accuracy of +/- 6 seconds.
 CR0961
 CR0961.The orthometric height was determined by differential leveling
 CR0961.and adjusted by the National Geodetic Survey in June 1991..
 CR0961
 CR0961.The geoid height was determined by GEOID03.
 CR0961
 CR0961.The dynamic height is computed by dividing the NAVD 88
 CR0961.geopotential number by the normal gravity value computed on the
 CR0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0961.degrees latitude (g = 980.6199 gals.).
 CR0961
 CR0961.The modeled gravity was interpolated from observed gravity values.
 CR0961
 CR0961;                    North         East    Units  Estimated Accuracy
 CR0961;SPC TXNC     - 2,100,970.      847,470.      MT  (+/- 180 meters Scaled)
 CR0961
 CR0961                          SUPERSEDED SURVEY CONTROL
 CR0961
 CR0961  NGVD 29 (??/??/92)  155.207  (m)          509.21   (f) ADJ UNCH    2 0
 CR0961
 CR0961.Superseded values are not recommended for survey control.
 CR0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0961.See file dsdata.txt to determine how the superseded data were derived.
 CR0961
 CR0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS309049(NAD 83)
 CR0961_MARKER: DR = REFERENCE MARK DISK
 CR0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0961_STAMPING: CANTON MAGNETIC NO 1 1935
 CR0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0961+STABILITY: SURFACE MOTION
 CR0961
 CR0961  HISTORY     - Date     Condition        Report By
 CR0961  HISTORY     - 1935     MONUMENTED       CGS
 CR0961  HISTORY     - 1948     GOOD             NGS
 CR0961  HISTORY     - 1962     MARK NOT FOUND   USGS
 CR0961  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 CR0961
 CR0961                          STATION DESCRIPTION
 CR0961
 CR0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0961'IN CANTON.
 CR0961'AT CANTON, 0.5 MILE SOUTH OF THE COURTHOUSE, 155.2 FEET NORTHEAST OF
 CR0961'THE NORTHWEST CORNER OF THE HIGH SCHOOL, 143.0 FEET WEST OF THE CENTER
 CR0961'LINE OF STATE HIGHWAY 198 (BUFFALO STREET), 39.3 FEET SOUTHWEST OF THE
 CR0961'SOUTHWEST CORNER OF A HOUSE (THE FIRST HOUSE NORTH OF THE HIGH
 CR0961'SCHOOL), 31.0 FEET NORTH OF THE CENTER LINE OF THE FIRST STREET NORTH
 CR0961'OF THE HIGH SCHOOL, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2
 CR0961'FOOT BELOW THE SURFACE OF THE GROUND.
 CR0961
 CR0961                          STATION RECOVERY (1962)
 CR0961
 CR0961'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CR0961'MARK NOT FOUND.
 CR0961
 CR0961                          STATION RECOVERY (1995)
 CR0961
 CR0961'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0960 ***********************************************************************
 CR0960  DESIGNATION -  CANTON MAGNETIC STATION
 CR0960  PID         -  CR0960
 CR0960  STATE/COUNTY-  TX/VAN ZANDT
 CR0960  USGS QUAD   -  CANTON (1981)
 CR0960
 CR0960                         *CURRENT SURVEY CONTROL
 CR0960  ___________________________________________________________________
 CR0960* NAD 83(1993)-  32 32 56.21141(N)    095 51 55.89192(W)     ADJUSTED  
 CR0960* NAVD 88     -       154.451  (meters)     506.73   (feet)  ADJUSTED  
 CR0960  ___________________________________________________________________
 CR0960  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CR0960  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0960  DYNAMIC HT  -         154.275 (meters)     506.15  (feet)  COMP
 CR0960  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 CR0960
 CR0960  HORZ ORDER  -  FIRST
 CR0960  VERT ORDER  -  SECOND    CLASS 0
 CR0960
 CR0960.The horizontal coordinates were established by classical geodetic methods
 CR0960.and adjusted by the National Geodetic Survey in February 1996..
 CR0960
 CR0960.The orthometric height was determined by differential leveling
 CR0960.and adjusted by the National Geodetic Survey in June 1991..
 CR0960
 CR0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0960
 CR0960.The geoid height was determined by GEOID03.
 CR0960
 CR0960.The dynamic height is computed by dividing the NAVD 88
 CR0960.geopotential number by the normal gravity value computed on the
 CR0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0960.degrees latitude (g = 980.6199 gals.).
 CR0960
 CR0960.The modeled gravity was interpolated from observed gravity values.
 CR0960
 CR0960;                    North         East     Units Scale Factor Converg.
 CR0960;SPC TXNC     - 2,100,938.846   847,397.191   MT  0.99991085   +1 26 12.6
 CR0960;SPC TXNC     - 6,892,830.20  2,780,168.95   sFT  0.99991085   +1 26 12.6
 CR0960;UTM  15      - 3,604,907.166   230,913.222   MT  1.00049297   -1 32 33.5
 CR0960
 CR0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0960!SPC TXNC     -   0.99997977  x   0.99991085  =   0.99989062
 CR0960!UTM  15      -   0.99997977  x   1.00049297  =   1.00047273
 CR0960
 CR0960:                Primary Azimuth Mark                     Grid Az
 CR0960:SPC TXNC     -  CANTON MUNICIPAL TANK                    008 15 36.8
 CR0960:UTM  15      -  CANTON MUNICIPAL TANK                    011 14 22.9
 CR0960
 CR0960|---------------------------------------------------------------------|
 CR0960| PID    Reference Object                     Distance      Geod. Az  |
 CR0960|                                                           dddmmss.s |
 CR0960| CR1331 CANTON MUNICIPAL TANK               APPROX. 0.9 KM 0094149.4 |
 CR0960| CR0958 CANTON MAGNETIC AZ MK                              0211807.5 |
 CR0960| CR0961 CANTON MAGNETIC RM 1                 23.461 METERS 16032     |
 CR0960| CR0959 CANTON MAGNETIC RM 2                 22.570 METERS 22148     |
 CR0960|---------------------------------------------------------------------|
 CR0960
 CR0960                          SUPERSEDED SURVEY CONTROL
 CR0960
 CR0960  NAD 83(1986)-  32 32 56.21885(N)    095 51 55.87726(W) AD(       ) 1
 CR0960  NAD 27      -  32 32 55.72900(N)    095 51 55.00100(W) AD(       ) 1
 CR0960  NGVD 29 (??/??/92)  154.46   (m)          506.8    (f) COMPUTED    2 0
 CR0960
 CR0960.Superseded values are not recommended for survey control.
 CR0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0960.See file dsdata.txt to determine how the superseded data were derived.
 CR0960
 CR0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS3091304907(NAD 83)
 CR0960_MARKER: DM = MAGNETIC STATION DISK
 CR0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0960+STABILITY: SURFACE MOTION
 CR0960
 CR0960  HISTORY     - Date     Condition        Report By
 CR0960  HISTORY     - 1935     MONUMENTED       CGS
 CR0960  HISTORY     - 1937     GOOD             TXHD
 CR0960  HISTORY     - 1948     GOOD             NGS
 CR0960  HISTORY     - 1962     MARK NOT FOUND   USGS
 CR0960  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 CR0960
 CR0960                          STATION DESCRIPTION
 CR0960
 CR0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR0960'STATION IS IN THE SCHOOL GROUNDS IN THE S PART OF CANTON
 CR0960'ON PROPERTY BELONGING TO THE SCHOOL BOARD.  THE STATION IS IN
 CR0960'A SMALL WIRE ENCLOSURE USED AS A BARN LOT.  IT IS ABOUT 20
 CR0960'FEET S OF A SHED, 65 FEET W OF THE NW CORNER OF A FRAME
 CR0960'HOUSE, 47 FEET E OF THE SE CORNER OF A LARGE GARAGE, 81 FEET
 CR0960'N OF THE CENTER OF A LANE THRU THE SCHOOL GROUNDS.
 CR0960'
 CR0960'THE SURFACE MARK IS A STANDARD MAGNETIC DISK SET IN A 6-INCH
 CR0960'SQUARE STONE, AND PROJECTS 2 INCHES.  THERE IS NO UNDERGROUND
 CR0960'MARK.
 CR0960'
 CR0960'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 CR0960'IN CONCRETE.
 CR0960'
 CR0960'REFERENCE MARK NO. 1 IS SE OF THE STATION, 40 FEET SW OF
 CR0960'THE SW CORNER OF A FRAME HOUSE AND 28 FEET N OF THE CENTER
 CR0960'OF A LANE.  THE MARK IS FLUSH.
 CR0960'
 CR0960'REFERENCE MARK NO. 2 IS SW OF THE STATION, 28 FEET N OF
 CR0960'THE CENTER OF A LANE, 55 FEET S OF THE SE CORNER OF A LARGE
 CR0960'GARAGE, AND 76.97 FEET W OF REFERENCE MARK NO. 1.  THE MARK
 CR0960'IS FLUSH.
 CR0960'
 CR0960'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NNE OF THE STATION.
 CR0960'IT IS ON THE E SIDE OF AN ASPHALT PAVEMENT, 21 FEET FROM
 CR0960'THE CENTER LINE, AND 1 FOOT E OF CURB.  IT IS 25 FEET S OF
 CR0960'THE CENTER LINE OF A DIRT STREET INTERSECTION.  THE ROAD
 CR0960'IS MARKED AS STATE HIGHWAY 178.  THE MARK IS SET FLUSH.  THE
 CR0960'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND BUT REQUIRES
 CR0960'ABOUT A 15 FOOT ELEVATION.
 CR0960'
 CR0960'THE NE AND NW CORNERS OF THE E SCHOOL BUILDING ARE VISIBLE
 CR0960'FROM THE GROUND AND THEIR DIRECTIONS, AT THE LIMESTONE CORBEL,
 CR0960'WERE OBSERVED.
 CR0960'
 CR0960'TO REACH FROM THE SW CORNER OF THE COURTHOUSE SQUARE IN
 CR0960'CANTON--GO S 0.5 MILE ON STATE HIGHWAY 178 TO A LANE AND
 CR0960'FRAME HOUSE ON THE RIGHT.  TURN W ON THE LANE APPROXIMATELY
 CR0960'200 FEET TO STATION ON THE RIGHT.  THERE ARE TWO BRICK SCHOOL
 CR0960'BUILDINGS ABOUT 500 FEET S OF THE STATION.
 CR0960'
 CR0960'ALL LIGHTS COME INTO VIEW AT 60 FEET.
 CR0960'
 CR0960'HEIGHT OF LIGHT ABOVE STATION MARK- 60 FEET.
 CR0960
 CR0960                          STATION RECOVERY (1937)
 CR0960
 CR0960'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CR0960'DESCRIPTION SATISFACTORY.  STATION RECOVERED AND FOUND TO
 CR0960'BE IN GOOD CONDITION.
 CR0960
 CR0960                          STATION RECOVERY (1948)
 CR0960
 CR0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CR0960'IN CANTON.
 CR0960'AT CANTON, 0.5 MILE SOUTH OF THE COURTHOUSE, IN A CHICKEN YARD, 179.0
 CR0960'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 198 (BUFFALO STREET),
 CR0960'93.0 FEET NORTH OF THE CENTER LINE OF THE FIRST STREET NORTH OF THE
 CR0960'HIGH SCHOOL, 65.4 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 47.5
 CR0960'FEET EAST OF THE NORTHEAST CORNER OF A GARAGE, 17.0 FEET SOUTHWEST OF
 CR0960'THE SOUTHEAST CORNER OF A CHICKEN HOUSE, AND SET IN THE TOP OF A
 CR0960'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CR0960
 CR0960                          STATION RECOVERY (1962)
 CR0960
 CR0960'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CR0960'MARK NOT FOUND.
 CR0960
 CR0960                          STATION RECOVERY (1995)
 CR0960
 CR0960'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1331 ***********************************************************************
 CR1331  DESIGNATION -  CANTON MUNICIPAL TANK
 CR1331  PID         -  CR1331
 CR1331  STATE/COUNTY-  TX/VAN ZANDT
 CR1331  USGS QUAD   -  CANTON (1981)
 CR1331
 CR1331                         *CURRENT SURVEY CONTROL
 CR1331  ___________________________________________________________________
 CR1331* NAD 83(1993)-  32 33 26.44476(N)    095 51 49.79161(W)     ADJUSTED  
 CR1331* NAVD 88     -                                                        
 CR1331  ___________________________________________________________________
 CR1331  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CR1331  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR1331
 CR1331  HORZ ORDER  -  THIRD
 CR1331
 CR1331.The horizontal coordinates were established by classical geodetic methods
 CR1331.and adjusted by the National Geodetic Survey in February 1996..
 CR1331
 CR1331
 CR1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1331
 CR1331.The geoid height was determined by GEOID03.
 CR1331
 CR1331;                    North         East     Units Scale Factor Converg.
 CR1331;SPC TXNC     - 2,101,873.787   847,532.921   MT  0.99990958   +1 26 15.9
 CR1331;SPC TXNC     - 6,895,897.58  2,780,614.26   sFT  0.99990958   +1 26 15.9
 CR1331;UTM  15      - 3,605,834.327   231,097.475   MT  1.00049174   -1 32 31.5
 CR1331
 CR1331                          SUPERSEDED SURVEY CONTROL
 CR1331
 CR1331  NAD 83(1986)-  32 33 26.45221(N)    095 51 49.77692(W) AD(       ) 4
 CR1331  NAD 27      -  32 33 25.96000(N)    095 51 48.90200(W) AD(       ) 3
 CR1331
 CR1331.Superseded values are not recommended for survey control.
 CR1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1331.See file dsdata.txt to determine how the superseded data were derived.
 CR1331
 CR1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS3109705834(NAD 83)
 CR1331_MARKER: 53 = ELEVATED TANK
 CR1331
 CR1331  HISTORY     - Date     Condition        Report By
 CR1331  HISTORY     - 1935     FIRST OBSERVED   CGS
 CR1331  HISTORY     - 19950912 GOOD             USPSQD
 CR1331  HISTORY     - 20030412 GOOD             GEOCAC
 CR1331
 CR1331                          STATION DESCRIPTION
 CR1331
 CR1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1331'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF CANTON,
 CR1331'TEXAS.  IT IS LOCATED IN THE NORTHERN PART OF THE TOWN, ABOUT
 CR1331'320 FEET N OF MAIN STREET, WHICH IS DALLAS STREET, ALSO STATE
 CR1331'HIGHWAY 64, AND ABOUT 120 FEET E OF THE CENTER LINE OF SALINE
 CR1331'STREET.  THE TANK WAS ERECTED IN 1906 AND IS QUITE PROMINENT.
 CR1331'
 CR1331'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE
 CR1331'VERTICAL SECTION IS ABOUT 25 FEET HIGH AND HAS A CATWALK
 CR1331'AND RAIL AROUND ITS BASE.  THE FLAT CONICAL ROOF HAS A BALL AND
 CR1331'LIGHT AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 120 FEET.  THE
 CR1331'TANK IS SILVER IN COLOR, THOUGH THE PAINT IS PEELING OFF
 CR1331'SOMEWHAT, LEAVING THE RUSTY METAL EXPOSED IN PLACES.
 CR1331
 CR1331                          STATION RECOVERY (1995)
 CR1331
 CR1331'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1331'RECOVERED IN GOOD CONDITION.
 CR1331
 CR1331                          STATION RECOVERY (2003)
 CR1331
 CR1331'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CR1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0995 ***********************************************************************
 CA0995  DESIGNATION -  CANTRELL
 CA0995  PID         -  CA0995
 CA0995  STATE/COUNTY-  TX/LAMPASAS
 CA0995  USGS QUAD   -  RUMLEY (1979)
 CA0995
 CA0995                         *CURRENT SURVEY CONTROL
 CA0995  ___________________________________________________________________
 CA0995* NAD 83(1993)-  31 07 30.82592(N)    098 00 57.48872(W)     ADJUSTED  
 CA0995* NAVD 88     -       332.4    (meters)    1091.     (feet)  VERTCON   
 CA0995  ___________________________________________________________________
 CA0995  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 CA0995  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CA0995
 CA0995  HORZ ORDER  -  FIRST
 CA0995
 CA0995.The horizontal coordinates were established by classical geodetic methods
 CA0995.and adjusted by the National Geodetic Survey in February 1996..
 CA0995
 CA0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0995
 CA0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0995
 CA0995.The geoid height was determined by GEOID03.
 CA0995
 CA0995;                    North         East     Units Scale Factor Converg.
 CA0995;SPC TX C     - 3,163,991.087   920,986.805   MT  0.99988407   +1 11 36.9
 CA0995;SPC TX C     -10,380,527.42  3,021,604.21   sFT  0.99988407   +1 11 36.9
 CA0995;UTM  14      - 3,443,897.116   593,820.731   MT  0.99970857   +0 30 31.3
 CA0995
 CA0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0995!SPC TX C     -   0.99995192  x   0.99988407  =   0.99983600
 CA0995!UTM  14      -   0.99995192  x   0.99970857  =   0.99966051
 CA0995
 CA0995|---------------------------------------------------------------------|
 CA0995| PID    Reference Object                     Distance      Geod. Az  |
 CA0995|                                                           dddmmss.s |
 CA0995| CV4457 CANTRELL RM 1                        21.080 METERS 00415     |
 CA0995| CV4458 CANTRELL RM 2                        19.077 METERS 11548     |
 CA0995| CV4456 CANTRELL AZ MK                                     1570005.5 |
 CA0995|---------------------------------------------------------------------|
 CA0995
 CA0995                          SUPERSEDED SURVEY CONTROL
 CA0995
 CA0995  NAD 83(1986)-  31 07 30.83580(N)    098 00 57.47322(W) AD(       ) 1
 CA0995  NAD 27      -  31 07 30.21595(N)    098 00 56.38049(W) AD(       ) 1
 CA0995  NGVD 29 (07/19/86)  332.3    (m)         1090.     (f) VERT ANG       
 CA0995
 CA0995.Superseded values are not recommended for survey control.
 CA0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0995.See file dsdata.txt to determine how the superseded data were derived.
 CA0995
 CA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV9382143897(NAD 83)
 CA0995_MARKER: DS = TRIANGULATION STATION DISK
 CA0995_SETTING: 66 = SET IN ROCK OUTCROP
 CA0995
 CA0995  HISTORY     - Date     Condition        Report By
 CA0995  HISTORY     - 1967     MONUMENTED       CGS
 CA0995  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0995
 CA0995                          STATION DESCRIPTION
 CA0995
 CA0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0995'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF LAMPASAS,
 CA0995'6-1/2 MILES WEST OF COPPERAS COVE, 3-1/2 MILES NORTH-NORTHEAST OF
 CA0995'KEMPNER AND ON RANCH LAND OWNED BY MR. EARL CANTRELL.
 CA0995'
 CA0995'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 CA0995'FARM ROAD 2313 IN THE SMALL VILLAGE OF KEMPNER, GO NORTHERLY ON
 CA0995'ROAD 2313 FOR 2.45 MILES TO A SIDE ROAD AND SIGN, E. T. CANTRELL
 CA0995'RANCH, ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON A TRACK ROAD,
 CA0995'(PASSING TO THE RIGHT OF A RANCH HOUSE), FOR 0.25 MILE TO A METAL
 CA0995'GATE AND CORRALS ON THE LEFT.  PASS THROUGH THE GATE AND GO
 CA0995'NORTHEAST ON THE TRACK ROAD FOR 0.05 MILE TO A METAL GATE.
 CA0995'PASS THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD FOR 0.05
 CA0995'MILE TO A BOARD GATE.  PASS THROUGH THE GATE AND CONTINUE
 CA0995'NORTHERLY ON THE TRACK ROAD FOR 0.2 MILE TO A FORK.  BEAR
 CA0995'LEFT AND GO NORTHERLY ON THE TRACK ROAD FOR 0.4 MILE TO
 CA0995'THE TOP OF A LOW RIDGE AND A SMALL CLUMP OF LIVE OAK TREES
 CA0995'ON THE LEFT.  HERE BEAR LEFT AND GO NORTHWESTERLY ACROSS THE
 CA0995'PASTURE FOR 0.35 MILE TO THE TOP OF A RIDGE, A T-FENCE
 CA0995'CORNER AND THE STATION.
 CA0995'
 CA0995'THE STATION MARK IS A STANDARD DISK STAMPED CANTRELL 1967,
 CA0995'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS FLUSH
 CA0995'WITH THE SURFACE OF THE GROUND.  IT IS 82 FEET SOUTHEAST OF A
 CA0995'T-FENCE CORNER AND 71 FEET SOUTH OF A FENCE.
 CA0995'
 CA0995'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CANTRELL NO 1
 CA0995'1967, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH
 CA0995'WITH THE SURFACE OF THE GROUND.  IT IS 71 FEET EAST OF A T-FENCE
 CA0995'CORNER AND 8 FEET SOUTH OF A FENCE.
 CA0995'
 CA0995'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CANTRELL NO 2
 CA0995'1967, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH
 CA0995'WITH THE SURFACE OF THE GROUND.  IT IS 114 FEET SOUTH OF A FENCE
 CA0995'AND ABOUT 2 FEET LOWER THAN THE STATION.
 CA0995'
 CA0995'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANTRELL 1967,
 CA0995'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH WITH
 CA0995'THE SURFACE OF THE GROUND.  IT IS 3 FEET NORTH OF A SMALL CAIRN.
 CA0995'
 CA0995'TO REACH THE AZIMUTH MARK FROM THE SMALL CLUMP OF LIVE OAK TREES
 CA0995'MENTIONED ABOVE, GO EAST FOR 0.1 MILE TO A FENCE.  THENCE TURN
 CA0995'RIGHT AND GO SOUTH ALONG THE FENCE FOR 0.1 MILE.  THENCE TURN RIGHT
 CA0995'AND GO WEST FOR 0.05 MILE TO A SMALL CAIRN AND THE AZIMUTH MARK.
 CA0995'
 CA0995'HEIGHT OF LIGHT ABOVE STATION MARK 14.9 METERS.
 CA0995
 CA0995                          STATION RECOVERY (2002)
 CA0995
 CA0995'RECOVERY NOTE BY US POWER SQUADRON 2002 (JP)
 CA0995'STATION, RM2 AND AZIMUTH NOT RECOVERED, HOWEVER, RM1 WAS RECOVERED AS
 CA0995'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0996 ***********************************************************************
 CA0996  DESIGNATION -  CANTRELL
 CA0996  PID         -  CA0996
 CA0996  STATE/COUNTY-  TX/LAMPASAS
 CA0996  USGS QUAD   -  RUMLEY (1979)
 CA0996
 CA0996                         *CURRENT SURVEY CONTROL
 CA0996  ___________________________________________________________________
 CA0996* NAD 83(1993)-  31 07 30.90160(N)    098 00 58.45782(W)     ADJUSTED  
 CA0996* NAVD 88     -       332.4    (meters)    1091.     (feet)  VERTCON   
 CA0996  ___________________________________________________________________
 CA0996  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 CA0996  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CA0996
 CA0996  HORZ ORDER  -  FIRST
 CA0996
 CA0996.The horizontal coordinates were established by classical geodetic methods
 CA0996.and adjusted by the National Geodetic Survey in February 1996..
 CA0996
 CA0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0996
 CA0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0996
 CA0996.The geoid height was determined by GEOID03.
 CA0996
 CA0996;                    North         East     Units Scale Factor Converg.
 CA0996;SPC TX C     - 3,163,992.882   920,961.090   MT  0.99988407   +1 11 36.4
 CA0996;SPC TX C     -10,380,533.31  3,021,519.84   sFT  0.99988407   +1 11 36.4
 CA0996;UTM  14      - 3,443,899.218   593,795.043   MT  0.99970851   +0 30 30.8
 CA0996
 CA0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0996!SPC TX C     -   0.99995192  x   0.99988407  =   0.99983600
 CA0996!UTM  14      -   0.99995192  x   0.99970851  =   0.99966045
 CA0996
 CA0996|---------------------------------------------------------------------|
 CA0996| PID    Reference Object                     Distance      Geod. Az  |
 CA0996|                                                           dddmmss.s |
 CA0996| CA0995 CANTRELL                             25.781 METERS 09511     |
 CA0996| BN0580 BACHELOR RESET                      APPROX.16.4 KM 2081427.0 |
 CA0996| CA1001 LAMPASAS VUMORE CABLE TV MAST       APPROX.14.9 KM 2531552.7 |
 CA0996|---------------------------------------------------------------------|
 CA0996
 CA0996                          SUPERSEDED SURVEY CONTROL
 CA0996
 CA0996  NAD 83(1986)-  31 07 30.91148(N)    098 00 58.44229(W) AD(       ) 1
 CA0996  NAD 27      -  31 07 30.29164(N)    098 00 57.34956(W) AD(       ) 1
 CA0996  NGVD 29 (07/19/86)  332.3    (m)         1090.     (f) VERT ANG       
 CA0996
 CA0996.Superseded values are not recommended for survey control.
 CA0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0996.See file dsdata.txt to determine how the superseded data were derived.
 CA0996
 CA0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV9379543899(NAD 83)
 CA0996_MARKER: DS = TRIANGULATION STATION DISK
 CA0996_SETTING: 66 = SET IN ROCK OUTCROP
 CA0996_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CA0996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0996+STABILITY: POSITION/ELEVATION WELL
 CA0996
 CA0996  HISTORY     - Date     Condition        Report By
 CA0996  HISTORY     - 1953     MONUMENTED       USGS
 CA0996  HISTORY     - 1967     GOOD             USGS
 CA0996
 CA0996                          STATION DESCRIPTION
 CA0996
 CA0996'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 CA0996'THE STATION IS LOCATED APPROXIMATELY 13 MI. E-NE. OF LAMPASAS, TEXAS,
 CA0996'ON A SHEEP RANCH OWNED BY E. T. CANTRELL, ON A BARE RIDGE WHICH SLOPES
 CA0996'DOWN TO THE S.  THE STATION IS ON A LONG, LOW, FLAT TOP, WHICH RUNS
 CA0996'APPROXIMATELY N. TO S., 33 FT. SE. OF A WOVEN WIRE FENCE, WHICH
 CA0996'CROSSED THE TOP NE. TO SW., AND AT THE W. EDGE OF THE TOP.
 CA0996'TO REACH THE STATION FROM THE COURTHOUSE AT LAMPASAS, TAKE FARM TO
 CA0996'MARKET HIGHWAY 582 NE. FOR 8.8 MI. TO A Y-INTERSECTION OF A GRADED,
 CA0996'GRAVELED RD., AT A CURVE TO LEFT ON THE HIGHWAY.  TURN RIGHT ON THE
 CA0996'GRAVELED RD. AND FOLLOW THE MAIN RD. NE. FOR 3.7 MI. TO A TRACK RD.
 CA0996'INTERSECTION AT AN IRON GATE ON THE RIGHT.  TURN RIGHT, ENTER THE IRON
 CA0996'GATE AND FOLLOW THE WINDING TRACK RD. 1.0 MI. APPROXIMATELY S.,
 CA0996'THROUGH THE BRUSH AND TO AN NE-SW. WOVEN WIRE FENCE CROSSING A TOP ON
 CA0996'THE BARE RIDGE AND THE STATION.
 CA0996'STATION MARK--A USGS TABLET STAMPED---CANTRELL 1953---, CEMENTED IN
 CA0996'OUTCROPPING ROCK.  STATION ELEVATION WAS STAMPED---VABM 1089---.
 CA0996'REFERENCE MARKS--NONE.
 CA0996
 CA0996                          STATION RECOVERY (1967)
 CA0996
 CA0996'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (LGB)
 CA0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0439 ***********************************************************************
 BA0439  DESIGNATION -  CANYON FLAG
 BA0439  PID         -  BA0439
 BA0439  STATE/COUNTY-  TX/BREWSTER
 BA0439  USGS QUAD   -  MESA DE ANGUILA (1971)
 BA0439
 BA0439                         *CURRENT SURVEY CONTROL
 BA0439  ___________________________________________________________________
 BA0439* NAD 83(1993)-  29 12 39.77740(N)    103 41 18.29308(W)     ADJUSTED  
 BA0439* NAVD 88     -      1184.     (meters)    3885.     (feet)  SCALED    
 BA0439  ___________________________________________________________________
 BA0439  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BA0439  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BA0439
 BA0439  HORZ ORDER  -  FIRST
 BA0439
 BA0439.The horizontal coordinates were established by classical geodetic methods
 BA0439.and adjusted by the National Geodetic Survey in February 1996..
 BA0439
 BA0439.The orthometric height was scaled from a topographic map.
 BA0439
 BA0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0439
 BA0439.The geoid height was determined by GEOID03.
 BA0439
 BA0439;                    North         East     Units Scale Factor Converg.
 BA0439;SPC TXSC     - 4,161,823.252   144,280.439   MT  0.99986556   -2 17 48.9
 BA0439;SPC TXSC     -13,654,248.45    473,360.07   sFT  0.99986556   -2 17 48.9
 BA0439;UTM  13      - 3,232,080.675   627,493.825   MT  0.99980058   +0 38 24.6
 BA0439
 BA0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0439!SPC TXSC     -   0.99981745  x   0.99986556  =   0.99968303
 BA0439!UTM  13      -   0.99981745  x   0.99980058  =   0.99961806
 BA0439
 BA0439|---------------------------------------------------------------------|
 BA0439| PID    Reference Object                     Distance      Geod. Az  |
 BA0439|                                                           dddmmss.s |
 BA0439| CH8525 CANYON FLAG RM 1                      4.313 METERS 00617     |
 BA0439| BA0440 SIERRA AGUJA PEAK                   APPROX. 5.1 KM 0692131.7 |
 BA0439| CH8526 CANYON FLAG RM 2                      5.627 METERS 09838     |
 BA0439| BA0434 CERRO CASTELLAN PEAK                APPROX.20.0 KM 1113701.6 |
 BA0439| CH8524 CANYON FLAG AZ MK                                  2185640.7 |
 BA0439|---------------------------------------------------------------------|
 BA0439
 BA0439                          SUPERSEDED SURVEY CONTROL
 BA0439
 BA0439  NAD 83(1986)-  29 12 39.76904(N)    103 41 18.27911(W) AD(       ) 1
 BA0439  NAD 27      -  29 12 39.04700(N)    103 41 16.60300(W) AD(       ) 1
 BA0439
 BA0439.Superseded values are not recommended for survey control.
 BA0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0439.See file dsdata.txt to determine how the superseded data were derived.
 BA0439
 BA0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN2749432081(NAD 83)
 BA0439_MARKER: DD = SURVEY DISK
 BA0439_SETTING: 66 = SET IN ROCK OUTCROP
 BA0439
 BA0439  HISTORY     - Date     Condition        Report By
 BA0439  HISTORY     - 1934     MONUMENTED       USGS
 BA0439
 BA0439                          STATION DESCRIPTION
 BA0439
 BA0439'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 BA0439'ON THE HIGHEST POINT OF THE MESA DE ANGUILLA, ABOUT 9 MILES
 BA0439'SOUTHWEST OF TERLINGUA, 6 MILES SOUTHEAST OF LAJITAS AND 2.5
 BA0439'MILES NORTH OF THE RIO GRANDE RIVER.  SURFACE MARK IS U.S.
 BA0439'GEOLOGICAL SURVEY DISK SET IN ROCK NEAR THE NORTHEAST POINT OF
 BA0439'THE HIGHEST MESA, 15 PACES EAST OF THE WEST RIM OF THE MESA,
 BA0439'50 PACES NORTH OF A SMALL CEDAR TREE AND 40 PACES SOUTH OF
 BA0439'ANOTHER CEDAR TREE.
 BA0439'
 BA0439'TO REACH FROM TERINGUA POST OFFICE, GO EAST ON THE MAIN ROAD
 BA0439'0.1 MILE, TAKE THE RIGHT FORK, GO 0.2 MILE AND TAKE RIGHT FORK
 BA0439'AT THE NORTH CORNER OF CEMETERY, GO 0.55 MILE AND TAKE LEFT
 BA0439'FORK POSTED CASTOLON, FOLLOW MAIN ROAD 4.55 MILES TO FORKS,
 BA0439'TAKE RIGHT FORK AND CONTINUE 0.75 MILE, LEAVE MAIN ROAD, TURN
 BA0439'SOUTH ON DIM UNIMPROVED ROAD, FOLLOW 0.05 MILE TO FORKS, TAKE
 BA0439'RIGHT FORK AND GO 0.45 MILE, TAKE LEFT FORK AND GO 0.1 MILE,
 BA0439'TAKE RIGHT FORK (WEST) AND GO 1.15 MILES TO CROSSROADS,
 BA0439'CONTINUE STRAIGHT AHEAD 0.35 MILE, TAKE RIGHT FORK AND GO
 BA0439'0.45 MILE, TAKE RIGHT FORK JUST AFTER CROSSING CREEK AND
 BA0439'GO 0.15 MILE, TAKE RIGHT FORK FOR 1.3 MILES AND PASS
 BA0439'BETWEEN TWO OLD ADOBE HOUSES, CONTINUE 0.6 MILE, TAKE LEFT
 BA0439'FORK AND GO 0.3 MILE TO CREEK BOTTOM, TURN LEFT UP CREEK AND
 BA0439'GO 2.0 MILES, LEAVE CREEK AND FOLLOW DIM ROAD 1.2 MILES EAST.
 BA0439'THIS IS THE END OF TRUCK TRAVEL.  WORK UP RIDGE ON RIGHT
 BA0439'SIDE OF CANYON TO THE TOP OF A HIGH RIDGE.  FROM THE MOUTH
 BA0439'OF THE CANYON AT THE TOP OF THE RIDGE, GO SOUTH ABOUT 300
 BA0439'YARDS TO A HORSE TRAIL IN THE BOTTOM OF A SMALL VALLEY.
 BA0439'FOLLOW THIS TRAIL SOUTH TO A POINT WHERE THE TRAIL LEADS
 BA0439'OVER THE RIM TO THE RIO GRANDE.  AT THIS POINT BEAR TO
 BA0439'THE LEFT AND GO ABOUT 0.5 MILE TO THE SUMMIT OF THE HIGHEST
 BA0439'MESA AND THE STATION.  ABOUT A THREE-HOUR PACK.
 BA0439'
 BA0439'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 BA0439'BOULDERS.
 BA0439'
 BA0439'AZIMUTH MARK 1934 IS 0.5 MILE SOUTH-SOUTHWEST OF THE STATION,
 BA0439'ON THE NORTH RIM OF THE MOST WESTERLY POINT OF THE SAME MESA
 BA0439'ON WHICH THE STATION IS LOCATED.  THE ARROW ON THE AZIMUTH
 BA0439'MARK POINTS TO THE HIGH POINT OF THE MESA NORTHWEST OF THE
 BA0439'STATION.
 BA0439'
 BA0439'A 4-FOOT STAND WILL CLEAR ALL LINES.
 BA0439'
 BA0439'NOTE--U.S.G.S. NAME FOR THIS POINT IS CERRO CASTELLAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0909 ***********************************************************************
 EN0909  DESIGNATION -  CANYON RANDALL CTHSE CUP FLAG
 EN0909  PID         -  EN0909
 EN0909  STATE/COUNTY-  TX/RANDALL
 EN0909  USGS QUAD   -  CANYON (1984)
 EN0909
 EN0909                         *CURRENT SURVEY CONTROL
 EN0909  ___________________________________________________________________
 EN0909* NAD 83(1993)-  34 58 45.71026(N)    101 55 41.48575(W)     ADJUSTED  
 EN0909* NAVD 88     -                                                        
 EN0909  ___________________________________________________________________
 EN0909  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 EN0909  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 EN0909
 EN0909  HORZ ORDER  -  THIRD
 EN0909
 EN0909.The horizontal coordinates were established by classical geodetic methods
 EN0909.and adjusted by the National Geodetic Survey in February 1996..
 EN0909
 EN0909
 EN0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0909
 EN0909.The geoid height was determined by GEOID03.
 EN0909
 EN0909;                    North         East     Units Scale Factor Converg.
 EN0909;SPC TX N     - 1,108,732.511   160,903.932   MT  0.99993998   -0 14 53.3
 EN0909;SPC TX N     - 3,637,566.58    527,898.98   sFT  0.99993998   -0 14 53.3
 EN0909;UTM  14      - 3,874,672.502   232,690.509   MT  1.00048075   -1 40 46.8
 EN0909;UTM  13      - 3,875,066.537   780,424.462   MT  1.00056930   +1 45 43.8
 EN0909
 EN0909                          SUPERSEDED SURVEY CONTROL
 EN0909
 EN0909  NAD 83(1986)-  34 58 45.71747(N)    101 55 41.47741(W) AD(       ) 4
 EN0909  NAD 27      -  34 58 45.52000(N)    101 55 39.79000(W) AD(       ) 3
 EN0909
 EN0909.Superseded values are not recommended for survey control.
 EN0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0909.See file dsdata.txt to determine how the superseded data were derived.
 EN0909
 EN0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3269174673(NAD 83)
 EN0909_MARKER: 86 = CUPOLA
 EN0909
 EN0909  HISTORY     - Date     Condition        Report By
 EN0909  HISTORY     - 1932     FIRST OBSERVED   CGS
 EN0909
 EN0909                          STATION DESCRIPTION
 EN0909
 EN0909'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2316 ***********************************************************************
 AH2316  DESIGNATION -  CANYON W T SEC
 AH2316  PID         -  AH2316
 AH2316  STATE/COUNTY-  TX/RANDALL
 AH2316  USGS QUAD   -  BIVINS LAKE (1984)
 AH2316
 AH2316                         *CURRENT SURVEY CONTROL
 AH2316  ___________________________________________________________________
 AH2316* NAD 83(1993)-  35 00 54.55165(N)    102 06 14.74501(W)     ADJUSTED  
 AH2316* NAVD 88     -      1142.9    (meters)    3750.     (feet)  VERTCON   
 AH2316  ___________________________________________________________________
 AH2316  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 AH2316  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH2316
 AH2316  HORZ ORDER  -  THIRD
 AH2316
 AH2316.The horizontal coordinates were established by classical geodetic methods
 AH2316.and adjusted by the National Geodetic Survey in July 1998..
 AH2316
 AH2316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2316
 AH2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2316
 AH2316.The geoid height was determined by GEOID03.
 AH2316
 AH2316;                    North         East     Units Scale Factor Converg.
 AH2316;SPC TX N     - 1,112,786.520   144,867.269   MT  0.99993543   -0 21 00.3
 AH2316;SPC TX N     - 3,650,867.11    475,285.37   sFT  0.99993543   -0 21 00.3
 AH2316;UTM  13      - 3,878,557.165   764,246.056   MT  1.00046066   +1 39 45.4
 AH2316
 AH2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2316!SPC TX N     -   0.99982466  x   0.99993543  =   0.99976010
 AH2316!UTM  13      -   0.99982466  x   1.00046066  =   1.00028524
 AH2316
 AH2316                          SUPERSEDED SURVEY CONTROL
 AH2316
 AH2316  NGVD 29 (07/28/98) 1142.4    (m)         3748.     (f) VERT ANG       
 AH2316
 AH2316.Superseded values are not recommended for survey control.
 AH2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2316.See file dsdata.txt to determine how the superseded data were derived.
 AH2316
 AH2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6424678557(NAD 83)
 AH2316_MARKER: 51 = TANK
 AH2316
 AH2316  HISTORY     - Date     Condition        Report By
 AH2316  HISTORY     - 1961     FIRST OBSERVED   USGS
 AH2316
 AH2316                          STATION DESCRIPTION
 AH2316
 AH2316'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH2316'AN INTERSECTED WATER TOWER BELONGING TO THE CITY OF CANYON, TEXAS,
 AH2316'LOCATED 4.0 MI. N. OF UMBARGER, TEXAS.  HEIGHT TO EAVES 83.5 FT.
 AH2316'STATION MARK--A METAL STORAGE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0910 ***********************************************************************
 EN0910  DESIGNATION -  CANYON W TEX ST COLL WATER TK
 EN0910  PID         -  EN0910
 EN0910  STATE/COUNTY-  TX/RANDALL
 EN0910  USGS QUAD   -  CANYON (1984)
 EN0910
 EN0910                         *CURRENT SURVEY CONTROL
 EN0910  ___________________________________________________________________
 EN0910* NAD 83(1993)-  34 58 56.92938(N)    101 54 55.51907(W)     ADJUSTED  
 EN0910* NAVD 88     -                                                        
 EN0910  ___________________________________________________________________
 EN0910  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 EN0910  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 EN0910
 EN0910  HORZ ORDER  -  THIRD
 EN0910
 EN0910.The horizontal coordinates were established by classical geodetic methods
 EN0910.and adjusted by the National Geodetic Survey in February 1996..
 EN0910
 EN0910
 EN0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0910
 EN0910.The geoid height was determined by GEOID03.
 EN0910
 EN0910;                    North         East     Units Scale Factor Converg.
 EN0910;SPC TX N     - 1,109,073.250   162,071.212   MT  0.99993957   -0 14 26.7
 EN0910;SPC TX N     - 3,638,684.49    531,728.63   sFT  0.99993957   -0 14 26.7
 EN0910;UTM  14      - 3,874,984.138   233,866.568   MT  1.00047301   -1 40 20.9
 EN0910
 EN0910                          SUPERSEDED SURVEY CONTROL
 EN0910
 EN0910  NAD 83(1986)-  34 58 56.93655(N)    101 54 55.51072(W) AD(       ) 4
 EN0910  NAD 27      -  34 58 56.74000(N)    101 54 54.82000(W) AD(       ) 3
 EN0910
 EN0910.Superseded values are not recommended for survey control.
 EN0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0910.See file dsdata.txt to determine how the superseded data were derived.
 EN0910
 EN0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3386774984(NAD 83)
 EN0910_MARKER: 51 = TANK
 EN0910
 EN0910  HISTORY     - Date     Condition        Report By
 EN0910  HISTORY     - 1932     FIRST OBSERVED   CGS
 EN0910
 EN0910                          STATION DESCRIPTION
 EN0910
 EN0910'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0769 ***********************************************************************
 EN0769  DESIGNATION -  CAP
 EN0769  PID         -  EN0769
 EN0769  STATE/COUNTY-  TX/HALL
 EN0769  USGS QUAD   -  MEMPHIS NW (1985)
 EN0769
 EN0769                         *CURRENT SURVEY CONTROL
 EN0769  ___________________________________________________________________
 EN0769* NAD 83(1993)-  34 41 05.04614(N)    100 43 44.43158(W)     ADJUSTED  
 EN0769* NAVD 88     -       683.     (meters)    2241.     (feet)  SCALED    
 EN0769  ___________________________________________________________________
 EN0769  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 EN0769  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 EN0769
 EN0769  HORZ ORDER  -  SECOND
 EN0769
 EN0769.The horizontal coordinates were established by classical geodetic methods
 EN0769.and adjusted by the National Geodetic Survey in February 1996..
 EN0769
 EN0769.The orthometric height was scaled from a topographic map.
 EN0769
 EN0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0769
 EN0769.The geoid height was determined by GEOID03.
 EN0769
 EN0769;                    North         East     Units Scale Factor Converg.
 EN0769;SPC TX N     - 1,076,239.112   270,649.987   MT  0.99999213   +0 26 48.5
 EN0769;SPC TX N     - 3,530,961.15    887,957.50   sFT  0.99999213   +0 26 48.5
 EN0769;UTM  14      - 3,839,442.474   341,613.800   MT  0.99990920   -0 59 02.8
 EN0769
 EN0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0769!SPC TX N     -   0.99989709  x   0.99999213  =   0.99988922
 EN0769!UTM  14      -   0.99989709  x   0.99990920  =   0.99980630
 EN0769
 EN0769:                Primary Azimuth Mark                     Grid Az
 EN0769:SPC TX N     -  LAKEVIEW WATER SUPPLY TANK               023 28 14.7
 EN0769:UTM  14      -  LAKEVIEW WATER SUPPLY TANK               024 54 06.0
 EN0769
 EN0769|---------------------------------------------------------------------|
 EN0769| PID    Reference Object                     Distance      Geod. Az  |
 EN0769|                                                           dddmmss.s |
 EN0769| EN0768 LAKEVIEW WATER SUPPLY TANK          APPROX. 2.7 KM 0235503.2 |
 EN0769| CX6854 CAP RM 1                             16.490 METERS 10057     |
 EN0769| CX6853 CAP AZ MK                                          1381515.0 |
 EN0769| CX6855 CAP RM 2                             13.703 METERS 34745     |
 EN0769|---------------------------------------------------------------------|
 EN0769
 EN0769                          SUPERSEDED SURVEY CONTROL
 EN0769
 EN0769  NAD 83(1993)-  34 41 05.04729(N)    100 43 44.42939(W) AD(       ) 2
 EN0769  NAD 83(1986)-  34 41 05.05151(N)    100 43 44.42430(W) AD(       ) 2
 EN0769  NAD 27      -  34 41 04.85293(N)    100 43 42.93928(W) AD(       ) 2
 EN0769
 EN0769.Superseded values are not recommended for survey control.
 EN0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0769.See file dsdata.txt to determine how the superseded data were derived.
 EN0769
 EN0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4161439442(NAD 83)
 EN0769_MARKER: DS = TRIANGULATION STATION DISK
 EN0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0769_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0769
 EN0769  HISTORY     - Date     Condition        Report By
 EN0769  HISTORY     - 1964     MONUMENTED       CGS
 EN0769
 EN0769                          STATION DESCRIPTION
 EN0769
 EN0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0769'THE STATION IS LOCATED ABOUT 11 MILES WEST-SOUTHWEST OF MEMPHIS, 5
 EN0769'MILES EAST-NORTHEAST OF LESLEY, 2 MILES NORTHWEST OF LAKEVIEW AND
 EN0769'1/2 MILE NORTH OF STATE HIGHWAY 256.  ON LAND OWNED BY MR. JOHN
 EN0769'CAP.
 EN0769'
 EN0769'TO REACH THE STATION FROM THE POST OFFICE IN LAKEVIEW, GO NORTH FOR
 EN0769'0.15 MILE TO STATE HIGHWAY 256.  TURN LEFT AND GO WEST ON HIGHWAY
 EN0769'256 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST
 EN0769'ON HIGHWAY 256 FOR 0.65 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 EN0769'RIGHT AND GO NORTH ON A TRACK ROAD FOR 0.5 MILE TO AN ABANDONED
 EN0769'FARM HOUSE AND THE STATION ON THE LEFT.
 EN0769'
 EN0769'THE STATION MARK IS A STANDARD DISK, STAMPED CAP 1964, SET IN THE
 EN0769'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0769'3 INCHES.  IT IS 46.5 FEET SOUTH OF A POWERLINE POLE, 12 FEET EAST
 EN0769'OF THE NORTHEAST CORNER OF THE ABANDONED FARM HOUSE, 11.5 FEET
 EN0769'SOUTHWEST OF A LONE TREE AND 3 FEET NORTH OF A METAL WITNESS
 EN0769'POST.
 EN0769'
 EN0769'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAP NO 1 1964, SET IN
 EN0769'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0769'PROJECTS 3 INCHES.  IT IS 83 FEET SOUTHEAST OF THE POWERLINE POLE,
 EN0769'69 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE FARM HOUSE,
 EN0769'1.5 FEET NORTH OF A WITNESS POST AND ABOUT 1 FOOT HIGHER IN
 EN0769'ELEVATION THAN THE STATION.
 EN0769'
 EN0769'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAP NO 2 1964, SET IN
 EN0769'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER, THAT
 EN0769'PROJECTS 4 INCHES.  IT IS 46 FEET NORTH OF THE NORTHEAST CORNER OF
 EN0769'THE FARM HOUSE, 2 FEET SOUTHWEST OF A POWERLINE POLE AND ABOUT 4
 EN0769'FEET HIGHER IN ELEVATION THAN THE STATION.
 EN0769'
 EN0769'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAP 1964, SET IN THE TOP OF
 EN0769'A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3
 EN0769'INCHES.  IT IS 33 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 256, 2
 EN0769'FEET SOUTH OF A METAL WITNESS POST AND 2 FEET NORTH OF A TELEPHONE
 EN0769'POLE.
 EN0769'
 EN0769'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0445 ***********************************************************************
 BQ0445  DESIGNATION -  CAP
 BQ0445  PID         -  BQ0445
 BQ0445  STATE/COUNTY-  TX/PRESIDIO
 BQ0445  USGS QUAD   -  NANCY ANNE RANCH (1979)
 BQ0445
 BQ0445                         *CURRENT SURVEY CONTROL
 BQ0445  ___________________________________________________________________
 BQ0445* NAD 83(1993)-  30 25 04.18883(N)    104 33 09.51044(W)     ADJUSTED  
 BQ0445* NAVD 88     -      1510.     (meters)    4954.     (feet)  SCALED    
 BQ0445  ___________________________________________________________________
 BQ0445  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 BQ0445  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BQ0445
 BQ0445  HORZ ORDER  -  SECOND
 BQ0445
 BQ0445.The horizontal coordinates were established by classical geodetic methods
 BQ0445.and adjusted by the National Geodetic Survey in February 1996..
 BQ0445
 BQ0445.The orthometric height was scaled from a topographic map.
 BQ0445
 BQ0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0445
 BQ0445.The geoid height was determined by GEOID03.
 BQ0445
 BQ0445;                    North         East     Units Scale Factor Converg.
 BQ0445;SPC TXSC     - 4,299,110.032    66,683.047   MT  1.00004162   -2 43 13.1
 BQ0445;SPC TXSC     -14,104,663.50    218,775.96   sFT  1.00004162   -2 43 13.1
 BQ0445;SPC TX C     - 3,090,957.809   294,735.111   MT  0.99993324   -2 10 23.5
 BQ0445;SPC TX C     -10,140,917.41    966,976.78   sFT  0.99993324   -2 10 23.5
 BQ0445;UTM  13      - 3,365,170.726   542,964.985   MT  0.99962277   +0 13 35.4
 BQ0445
 BQ0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0445!SPC TXSC     -   0.99976652  x   1.00004162  =   0.99980813
 BQ0445!SPC TX C     -   0.99976652  x   0.99993324  =   0.99969978
 BQ0445!UTM  13      -   0.99976652  x   0.99962277  =   0.99938938
 BQ0445
 BQ0445:                Primary Azimuth Mark                     Grid Az
 BQ0445:SPC TXSC     -  VALENTINE WATER TANK                     021 16 10.2
 BQ0445:SPC TX C     -  VALENTINE WATER TANK                     020 43 20.6
 BQ0445:UTM  13      -  VALENTINE WATER TANK                     018 19 21.7
 BQ0445
 BQ0445|---------------------------------------------------------------------|
 BQ0445| PID    Reference Object                     Distance      Geod. Az  |
 BQ0445|                                                           dddmmss.s |
 BQ0445| BQ0418 VALENTINE WATER TANK                APPROX.19.4 KM 0183257.1 |
 BQ0445| CH8527 CAP RM 1                              6.169 METERS 09238     |
 BQ0445| BQ0172 CAP AZ MK                                          1062349.7 |
 BQ0445| CH8528 CAP RM 2                             13.510 METERS 34845     |
 BQ0445|---------------------------------------------------------------------|
 BQ0445
 BQ0445                          SUPERSEDED SURVEY CONTROL
 BQ0445
 BQ0445  NAD 83(1986)-  30 25 04.18147(N)    104 33 09.51079(W) AD(       ) 2
 BQ0445  NAD 27      -  30 25 03.65200(N)    104 33 07.77500(W) AD(       ) 2
 BQ0445
 BQ0445.Superseded values are not recommended for survey control.
 BQ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0445.See file dsdata.txt to determine how the superseded data were derived.
 BQ0445
 BQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4296565171(NAD 83)
 BQ0445_MARKER: DS = TRIANGULATION STATION DISK
 BQ0445_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0445
 BQ0445  HISTORY     - Date     Condition        Report By
 BQ0445  HISTORY     - 1942     MONUMENTED       CGS
 BQ0445  HISTORY     - 1958     GOOD             AMS
 BQ0445  HISTORY     - 1974     GOOD             USGS
 BQ0445
 BQ0445                          STATION DESCRIPTION
 BQ0445
 BQ0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0445'STATION IS LOCATED 33 MILES, AIR LINE, WNW OF MARFA, 12 MILES,
 BQ0445'AIR LINE, SSW OF VALENTINE, AND 1 MILE AIR LINE, W OF THE
 BQ0445'VALENTINE-CANDELARIA ROAD, ON THE HIGHEST POINT OF THE
 BQ0445'HIGHEST HILL ON A LOW RIDGE WHICH RUNS N AND S.  THE RIDGE IS
 BQ0445'LINED WITH RIM ROCK ON THE W AND DROPS OFF GENTLY TO THE E.
 BQ0445'
 BQ0445'STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 BQ0445'HOLE IN BEDROCK, WHICH IS FLUSH WITH THE GROUND IMMEDIATELY
 BQ0445'AROUND, BUT 3 FEET LOWER IN ELEVATION THAN THE RIM ROCK
 BQ0445'W OF THE STATION.  IT IS STAMPED CAP 1942.
 BQ0445'
 BQ0445'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK CEMENTED IN A
 BQ0445'DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE GROUND.  IT IS
 BQ0445'STAMPED CAP NO. 1 1942.
 BQ0445'
 BQ0445'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN
 BQ0445'A DRILL HOLE IN BEDROCK WHICH PROJECTS 15 INCHES ABOVE THE
 BQ0445'GROUND, AND IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 BQ0445'STATION.  IT IS STAMPED CAP NO. 2 1942.
 BQ0445'
 BQ0445'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP
 BQ0445'OF A 10-INCH SQUARE CONCRETE POST, THE TOP OF WHICH PROJECTS
 BQ0445'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 135.0 FEET W OF THE
 BQ0445'CENTER LINE OF THE VALENTINE-CANDELARIA ROAD, 22 FEET N OF
 BQ0445'THE TRACK ROAD LEADING TO THE WATER TANK, AND ABOUT 0.1 MILE
 BQ0445'E OF THE WATER TANK.  IT IS STAMPED CAP 1942.
 BQ0445'
 BQ0445'REACHED FROM VALENTINE BY GOING SE ON U.S. HIGHWAY 90 FOR
 BQ0445'0.3 MILE TO A DIRT ROAD OVER A CATTLE GUARD ON THE RIGHT,
 BQ0445'NEAR A LONE ADOBE HOUSE, THENCE TURN RIGHT AND GO S ON THE
 BQ0445'DIRT ROAD FOR 1.8 MILES TO A FORKS, THENCE RIGHT FORK OVER
 BQ0445'CATTLE GUARD AND CONTINUE SOUTHWESTERLY FOR 0.5 MILE TO A
 BQ0445'FORKS, THENCE RIGHT FORK, MAIN-TRAVELED ROAD SOUTHERLY FOR
 BQ0445'2.4 MILES TO A FORKS, THENCE LEFT FORK, MAIN-TRAVELED ROAD
 BQ0445'SOUTHERLY FOR 2.9 MILES TO A FORKS AND A FENCE CORNER ON THE
 BQ0445'RIGHT.  THE RIGHT FORK GOES TO A RANCH HOUSE ABOUT 1/2 MILE
 BQ0445'W.  TAKE LEFT FORK AND CONTINUE SOUTHERLY FOR 4.5 MILES TO
 BQ0445'A SIDE ROAD AND A WATER TANK ON THE RIGHT, THENCE TURN
 BQ0445'RIGHT AND GO W 0.1 MILE TO THE TANK.  FROM HERE DRIVE CROSS
 BQ0445'COUNTRY WESTWARD TO THE BASE OF THE RIDGE FOR ABOUT 1 MILE,
 BQ0445'THEN TURN NORTHWARD SKIRTING THE BASE OF THE RIDGE FOR
 BQ0445'ABOUT 0.2 MILE TO A POINT JUST EASTWARD AND BELOW A RIM
 BQ0445'ROCK SURROUNDED BUTTE, THE HIGHEST POINT ON THE RIDGE.  THIS
 BQ0445'IS THE END OF TRUCK TRAVEL.  CLIMB UP THE RIDGE, AND TO
 BQ0445'THE TOP OF THE ROCKY BUTTE, AND STATION, ABOUT 0.25 MILE FROM
 BQ0445'THE END OF TRUCK TRAVEL.
 BQ0445
 BQ0445                          STATION RECOVERY (1958)
 BQ0445
 BQ0445'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0445'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BQ0445'RECOVERED AS DESCRIBED.
 BQ0445'
 BQ0445'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL CAP
 BQ0445'SHAPED BUTTE.  72 FEET NNW OF SHEER DROP TO THE SSE.  57 FEET
 BQ0445'SSE OF SHEER DROP TO NNW.  11 FEET NE OF SHEER DROP TO SW.
 BQ0445
 BQ0445                          STATION RECOVERY (1974)
 BQ0445
 BQ0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DFG)
 BQ0445'VALENTINE, 0.9 MILE SOUTH-EAST OF POST OFFICE AT, ALONG U.S.
 BQ0445'HIGHWAY 90, THENCE 12.1 MILES SOUTH ALONG A COUNTY ROAD
 BQ0445'LEADING TO THE BRITE RANCH.  WEST OF A Y - ROAD RUNNING EAST
 BQ0445'TO A WATER WELL.  183 FEET WEST OF THE CENTERLINE OF THE ROAD.
 BQ0445'IN A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND, A
 BQ0445'STANDARD TRIANGULATION AZIMUTH MARK DISK STAMPED CAP, 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0922 ***********************************************************************
 CD0922  DESIGNATION -  CAP
 CD0922  PID         -  CD0922
 CD0922  STATE/COUNTY-  TX/CULBERSON
 CD0922  USGS QUAD   -  SEVEN L PEAK (1973)
 CD0922
 CD0922                         *CURRENT SURVEY CONTROL
 CD0922  ___________________________________________________________________
 CD0922* NAD 83(1993)-  31 37 41.94258(N)    104 29 06.72373(W)     ADJUSTED  
 CD0922* NAVD 88     -      1368.     (meters)    4488.     (feet)  SCALED    
 CD0922  ___________________________________________________________________
 CD0922  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 CD0922  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CD0922
 CD0922  HORZ ORDER  -  THIRD
 CD0922
 CD0922.The horizontal coordinates were established by classical geodetic methods
 CD0922.and adjusted by the National Geodetic Survey in February 1996..
 CD0922
 CD0922.The orthometric height was scaled from a topographic map.
 CD0922
 CD0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0922
 CD0922.The geoid height was determined by GEOID03.
 CD0922
 CD0922;                    North         East     Units Scale Factor Converg.
 CD0922;SPC TX C     - 3,224,813.810   306,217.112   MT  0.99994144   -2 08 18.4
 CD0922;SPC TX C     -10,580,076.64  1,004,647.31   sFT  0.99994144   -2 08 18.4
 CD0922;UTM  13      - 3,499,353.704   548,820.943   MT  0.99962940   +0 16 11.9
 CD0922
 CD0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0922!SPC TX C     -   0.99978904  x   0.99994144  =   0.99973049
 CD0922!UTM  13      -   0.99978904  x   0.99962940  =   0.99941852
 CD0922
 CD0922:                Primary Azimuth Mark                     Grid Az
 CD0922:SPC TX C     -  TANK                                     344 21 11.2
 CD0922:UTM  13      -  TANK                                     341 56 40.9
 CD0922
 CD0922|---------------------------------------------------------------------|
 CD0922| PID    Reference Object                     Distance      Geod. Az  |
 CD0922|                                                           dddmmss.s |
 CD0922| CD0975 TANK                                APPROX. 5.2 KM 3421252.8 |
 CD0922|---------------------------------------------------------------------|
 CD0922
 CD0922                          SUPERSEDED SURVEY CONTROL
 CD0922
 CD0922  NAD 83(1986)-  31 37 41.94325(N)    104 29 06.72166(W) AD(       ) 3
 CD0922  NAD 27      -  31 37 41.49583(N)    104 29 04.95871(W) AD(       ) 3
 CD0922
 CD0922.Superseded values are not recommended for survey control.
 CD0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0922.See file dsdata.txt to determine how the superseded data were derived.
 CD0922
 CD0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ4882199354(NAD 83)
 CD0922_MARKER: DD = SURVEY DISK
 CD0922_SETTING: 66 = SET IN ROCK OUTCROP
 CD0922_SP_SET: SET IN ROCK OUTCROP
 CD0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0922+STABILITY: POSITION/ELEVATION WELL
 CD0922
 CD0922  HISTORY     - Date     Condition        Report By
 CD0922  HISTORY     - 1946     MONUMENTED       USGS
 CD0922
 CD0922                          STATION DESCRIPTION
 CD0922
 CD0922'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CD0922'STATION ABOUT 25 MI. /AIRLINE/ S. OF STATE LINE BAR, 2 MI. N. OF K. C.
 CD0922'RANCH HEADQUARTERS, 8 MI. S. AND W. OF OLD 7 L RANCH HOUSE.  ON A
 CD0922'SANDSTONE CAPPED, ISOLATED HILL KNOWN LOCALLY AS THE DEVILS TABLE TOP.
 CD0922'
 CD0922'TO REACH FROM U.S. HIGHWAY 62, TAKE VAN HORN STATE LINE CO. ROAD S.
 CD0922'FROM STATE LINE BAR.  FOLLOW COUNTY RD. S. 5 MI. TO RD. FORK, TAKE
 CD0922'RIGHT ROAD STRAIGHT AHEAD TO 9 K RANCH.  CONTINUE ON S. CROSSING
 CD0922'DELAWARE RIVER AND PASOTEX PIPE LINE RD, CONTINUE S. FROM RD. CROSSING
 CD0922'ABOUT 8 MI. TO RD. FORK, FROM HERE TAKE RD. S. 10.5 MI. STATION IS 800
 CD0922'FT. DUE E.
 CD0922'
 CD0922'STATION MARK--STANDARD TABLET SET IN SOLID ROCK FLUSH WITH GROUND,
 CD0922'STAMPED ---CAP 1946---.
 CD0922'
 CD0922'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0172 ***********************************************************************
 BQ0172  DESIGNATION -  CAP AZ MK
 BQ0172  PID         -  BQ0172
 BQ0172  STATE/COUNTY-  TX/PRESIDIO
 BQ0172  USGS QUAD   -  NANCY ANNE RANCH (1979)
 BQ0172
 BQ0172                         *CURRENT SURVEY CONTROL
 BQ0172  ___________________________________________________________________
 BQ0172* NAD 83(1986)-  30 24 38.     (N)    104 31 29.     (W)     SCALED    
 BQ0172* NAVD 88     -      1386.831  (meters)    4549.96   (feet)  POSTED    
 BQ0172  ___________________________________________________________________
 BQ0172  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BQ0172  DYNAMIC HT  -        1384.510 (meters)    4542.35  (feet)  COMP
 BQ0172  MODELED GRAV-     978,921.0   (mgal)                       NAVD 88
 BQ0172
 BQ0172  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BQ0172
 BQ0172.The horizontal coordinates were scaled from a topographic map and have
 BQ0172.an estimated accuracy of +/- 6 seconds.
 BQ0172
 BQ0172.The orthometric height was determined by differential leveling
 BQ0172.and adjusted by the National Geodetic Survey in 1992..
 BQ0172.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BQ0172.rate of 0.0 thru 1.0 mm/km.
 BQ0172
 BQ0172.The geoid height was determined by GEOID03.
 BQ0172
 BQ0172.The dynamic height is computed by dividing the NAVD 88
 BQ0172.geopotential number by the normal gravity value computed on the
 BQ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0172.degrees latitude (g = 980.6199 gals.).
 BQ0172
 BQ0172.The modeled gravity was interpolated from observed gravity values.
 BQ0172
 BQ0172;                    North         East    Units  Estimated Accuracy
 BQ0172;SPC TXSC     - 4,298,180.       69,330.      MT  (+/- 180 meters Scaled)
 BQ0172
 BQ0172                          SUPERSEDED SURVEY CONTROL
 BQ0172
 BQ0172  NGVD 29 (??/??/92) 1386.244  (m)         4548.04   (f) ADJ UNCH    2 0
 BQ0172
 BQ0172.Superseded values are not recommended for survey control.
 BQ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0172.See file dsdata.txt to determine how the superseded data were derived.
 BQ0172
 BQ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP456643(NAD 83)
 BQ0172_MARKER: DZ = AZIMUTH MARK DISK
 BQ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0172_STAMPING: CAP 1942
 BQ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0172+STABILITY: SURFACE MOTION
 BQ0172
 BQ0172  HISTORY     - Date     Condition        Report By
 BQ0172  HISTORY     - 1942     MONUMENTED       CGS
 BQ0172  HISTORY     - 1943     GOOD             NGS
 BQ0172
 BQ0172                          STATION DESCRIPTION
 BQ0172
 BQ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BQ0172'13.3 MI S FROM VALENTINE.
 BQ0172'THIS MARK IS 13.3 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH
 BQ0172'FROM THE POST OFFICE AT VALENTINE, 22.5 FEET NORTH OF THE CENTERLINE
 BQ0172'OF A ROAD RUNNING WEST, 135.0 FEET WEST OF THE CENTERLINE OF THE ROAD,
 BQ0172'3.0 FEET SOUTH OF A WHITE REFERENCE POST, PROJECTING 5-INCHES ABOVE
 BQ0172'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2086 ***********************************************************************
 AN2086  DESIGNATION -  CAPANO CREEK
 AN2086  PID         -  AN2086
 AN2086  STATE/COUNTY-  TX/REFUGIO
 AN2086  USGS QUAD   -  QUINTANA (1979)
 AN2086
 AN2086                         *CURRENT SURVEY CONTROL
 AN2086  ___________________________________________________________________
 AN2086* NAD 83(1993)-  28 17 50.04571(N)    097 09 27.15724(W)     ADJUSTED  
 AN2086* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 AN2086  ___________________________________________________________________
 AN2086  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AN2086  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN2086
 AN2086  HORZ ORDER  -  THIRD
 AN2086
 AN2086.The horizontal coordinates were established by classical geodetic methods
 AN2086.and adjusted by the National Geodetic Survey in February 1996..
 AN2086
 AN2086.The orthometric height was scaled from a topographic map.
 AN2086
 AN2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2086
 AN2086.The geoid height was determined by GEOID03.
 AN2086
 AN2086;                    North         East     Units Scale Factor Converg.
 AN2086;SPC TXSC     - 4,052,839.028   780,724.924   MT  1.00002583   +0 54 09.5
 AN2086;SPC TXSC     -13,296,689.38  2,561,428.35   sFT  1.00002583   +0 54 09.5
 AN2086;UTM  14      - 3,131,506.699   680,672.709   MT  1.00000288   +0 52 25.1
 AN2086
 AN2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2086!SPC TXSC     -   1.00000242  x   1.00002583  =   1.00002825
 AN2086!UTM  14      -   1.00000242  x   1.00000288  =   1.00000530
 AN2086
 AN2086|---------------------------------------------------------------------|
 AN2086| PID    Reference Object                     Distance      Geod. Az  |
 AN2086|                                                           dddmmss.s |
 AN2086| CV4459 CAPANO CREEK RM 1                    31.013 METERS 17801     |
 AN2086| AN1282 J 602                                              2660105.1 |
 AN2086| CV4460 CAPANO CREEK RM 2                    31.608 METERS 26652     |
 AN2086|---------------------------------------------------------------------|
 AN2086
 AN2086                          SUPERSEDED SURVEY CONTROL
 AN2086
 AN2086  NAD 83(1986)-  28 17 50.05498(N)    097 09 27.13720(W) AD(       ) 3
 AN2086  NAD 27      -  28 17 49.02900(N)    097 09 26.17300(W) AD(       ) 3
 AN2086
 AN2086.Superseded values are not recommended for survey control.
 AN2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2086.See file dsdata.txt to determine how the superseded data were derived.
 AN2086
 AN2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS8067331507(NAD 83)
 AN2086_MARKER: DS = TRIANGULATION STATION DISK
 AN2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2086
 AN2086  HISTORY     - Date     Condition        Report By
 AN2086  HISTORY     - 1953     MONUMENTED       CGS
 AN2086  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN2086  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2086
 AN2086                          STATION DESCRIPTION
 AN2086
 AN2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2086'THE STATION IS LOCATED 7.25 MILES EAST OF REFUGIO COUNTY
 AN2086'COURT HOUSE IN REFUGIO, NEAR THE SOUTH RIGHT-OF-WAY FENCE
 AN2086'LINE OF FARM ROAD 774.
 AN2086'
 AN2086'TO REACH FROM THE REFUGIO COUNTY COURT HOUSE IN REFUGIO,
 AN2086'GO EAST ON FARM ROAD 774 FOR 7.05 MILES TO A CONCRETE CULVERT
 AN2086'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 AN2086'ON FARM ROAD 774 FOR 0.2 MILE TO TWO METAL GATES ON THE
 AN2086'RIGHT AND THE STATION SITE ON THE SOUTH SIDE OF ROAD.
 AN2086'
 AN2086'THE STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS
 AN2086'SET IN THE TOPS OF CONCRETE POSTS.
 AN2086'
 AN2086'THE STATION MARK IS STAMPED CAPANO.  CR 1952, AND IT PROJECTS
 AN2086'4 INCHES.  THE MARK IS LOCATED 63 FEET SOUTH OF THE CENTER
 AN2086'LINE OF FARM ROAD 774.  15 FEET SOUTH OF THE EAST END OF A
 AN2086'METAL GATE.  13 FEET WEST OF A NORTH - SOUTH FENCE LINE.
 AN2086'12 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE.  AND
 AN2086'6 FEET WEST OF A WHITE WITNESS POST.
 AN2086'
 AN2086'REFERENCE MARK NO. 1 IS STAMPED CAPANO. CR NO 1 1952, AND
 AN2086'IT PROJECTS 3 INCHES.  THE MARK IS LOCATED 25 FEET WEST OF
 AN2086'A NORTH - SOUTH FENCE LINE.
 AN2086'
 AN2086'REFERENCE MARK NO. 2 IS STAMPED CAPANO. CR NO 2 1952, AND
 AN2086'IT PROJECTS 3 INCHES.  THE MARK IS LOCATED 50 FEET SOUTH
 AN2086'OF THE CENTER LINE OF FARM ROAD 774, AND 2 FEET SOUTH OF THE
 AN2086'SOUTH RIGHT-OF-WAY FENCE LINE.
 AN2086'
 AN2086'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK SET IN A DRILL
 AN2086'HOLE IN A CONCRETE CULVERT ABUTMENT.  THE MARK IS STAMPED
 AN2086'J 602 1942, AND IT IS LOCATED IN THE WEST END OF THE NORTH
 AN2086'ABUTMENT.  0.2 MILE WEST OF THE STATION.  27 FEET SOUTH
 AN2086'OF THE NORTH RIGHT-OF-WAY FENCE LINE.  23 FEET NORTH OF THE
 AN2086'CENTER LINE OF FARM ROAD 774.  AND 3 FEET EAST OF A WHITE
 AN2086'WITNESS POST.
 AN2086'
 AN2086'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AN2086
 AN2086                          STATION RECOVERY (1994)
 AN2086
 AN2086'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2086'MARK NOT FOUND.
 AN2086
 AN2086                          STATION RECOVERY (1999)
 AN2086
 AN2086'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1581 ***********************************************************************
 AE1581  DESIGNATION -  CAPATOSA RANCH NE WINDMILL
 AE1581  PID         -  AE1581
 AE1581  STATE/COUNTY-  TX/HIDALGO
 AE1581  USGS QUAD   -  CITRUS CITY (1980)
 AE1581
 AE1581                         *CURRENT SURVEY CONTROL
 AE1581  ___________________________________________________________________
 AE1581* NAD 83(1993)-  26 16 38.01780(N)    098 25 48.19221(W)     ADJUSTED  
 AE1581* NAVD 88     -                                                        
 AE1581  ___________________________________________________________________
 AE1581  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AE1581  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AE1581
 AE1581  HORZ ORDER  -  THIRD
 AE1581
 AE1581.The horizontal coordinates were established by classical geodetic methods
 AE1581.and adjusted by the National Geodetic Survey in February 1996..
 AE1581
 AE1581
 AE1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1581
 AE1581.The geoid height was determined by GEOID03.
 AE1581
 AE1581;                    North         East     Units Scale Factor Converg.
 AE1581;SPC TX S     - 5,067,648.469   306,986.194   MT  0.99997399   +0 01 54.3
 AE1581;SPC TX S     -16,626,110.02  1,007,170.54   sFT  0.99997399   +0 01 54.3
 AE1581;UTM  14      - 2,906,510.889   556,904.958   MT  0.99963998   +0 15 08.4
 AE1581
 AE1581                          SUPERSEDED SURVEY CONTROL
 AE1581
 AE1581  NAD 83(1986)-  26 16 38.02317(N)    098 25 48.15610(W) AD(       ) 4
 AE1581  NAD 27      -  26 16 36.77021(N)    098 25 47.08890(W) AD(       ) 3
 AE1581
 AE1581.Superseded values are not recommended for survey control.
 AE1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1581.See file dsdata.txt to determine how the superseded data were derived.
 AE1581
 AE1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5690506511(NAD 83)
 AE1581_MARKER: 66 = WINDMILL
 AE1581
 AE1581  HISTORY     - Date     Condition        Report By
 AE1581  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1581
 AE1581                          STATION DESCRIPTION
 AE1581
 AE1581'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1580 ***********************************************************************
 AE1580  DESIGNATION -  CAPATOSA RANCH SW WINDMILL
 AE1580  PID         -  AE1580
 AE1580  STATE/COUNTY-  TX/HIDALGO
 AE1580  USGS QUAD   -  CITRUS CITY (1980)
 AE1580
 AE1580                         *CURRENT SURVEY CONTROL
 AE1580  ___________________________________________________________________
 AE1580* NAD 83(1993)-  26 16 37.97710(N)    098 25 48.58114(W)     ADJUSTED  
 AE1580* NAVD 88     -                                                        
 AE1580  ___________________________________________________________________
 AE1580  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AE1580  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AE1580
 AE1580  HORZ ORDER  -  THIRD
 AE1580
 AE1580.The horizontal coordinates were established by classical geodetic methods
 AE1580.and adjusted by the National Geodetic Survey in February 1996..
 AE1580
 AE1580
 AE1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1580
 AE1580.The geoid height was determined by GEOID03.
 AE1580
 AE1580;                    North         East     Units Scale Factor Converg.
 AE1580;SPC TX S     - 5,067,647.210   306,975.404   MT  0.99997399   +0 01 54.1
 AE1580;SPC TX S     -16,626,105.89  1,007,135.14   sFT  0.99997399   +0 01 54.1
 AE1580;UTM  14      - 2,906,509.589   556,894.177   MT  0.99963996   +0 15 08.2
 AE1580
 AE1580                          SUPERSEDED SURVEY CONTROL
 AE1580
 AE1580  NAD 83(1986)-  26 16 37.98246(N)    098 25 48.54505(W) AD(       ) 4
 AE1580  NAD 27      -  26 16 36.72946(N)    098 25 47.47788(W) AD(       ) 3
 AE1580
 AE1580.Superseded values are not recommended for survey control.
 AE1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1580.See file dsdata.txt to determine how the superseded data were derived.
 AE1580
 AE1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5689406510(NAD 83)
 AE1580_MARKER: 66 = WINDMILL
 AE1580
 AE1580  HISTORY     - Date     Condition        Report By
 AE1580  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1580
 AE1580                          STATION DESCRIPTION
 AE1580
 AE1580'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1007 ***********************************************************************
 CU1007  DESIGNATION -  CAPITOLA
 CU1007  PID         -  CU1007
 CU1007  STATE/COUNTY-  TX/FISHER
 CU1007  USGS QUAD   -  BERNECKER (1969)
 CU1007
 CU1007                         *CURRENT SURVEY CONTROL
 CU1007  ___________________________________________________________________
 CU1007* NAD 83(1993)-  32 36 15.48238(N)    100 30 17.45021(W)     ADJUSTED  
 CU1007* NAVD 88     -       677.     (meters)    2221.     (feet)  SCALED    
 CU1007  ___________________________________________________________________
 CU1007  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CU1007  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CU1007
 CU1007  HORZ ORDER  -  FIRST
 CU1007
 CU1007.The horizontal coordinates were established by classical geodetic methods
 CU1007.and adjusted by the National Geodetic Survey in February 1996..
 CU1007
 CU1007.The orthometric height was scaled from a topographic map.
 CU1007
 CU1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1007
 CU1007.The geoid height was determined by GEOID03.
 CU1007
 CU1007;                    North         East     Units Scale Factor Converg.
 CU1007;SPC TXNC     - 2,105,770.051   411,838.414   MT  0.99990290   -1 05 36.4
 CU1007;SPC TXNC     - 6,908,680.58  1,351,173.20   sFT  0.99990290   -1 05 36.4
 CU1007;UTM  14      - 3,608,420.408   358,792.429   MT  0.99984588   -0 48 39.6
 CU1007
 CU1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1007!SPC TXNC     -   0.99989800  x   0.99990290  =   0.99980091
 CU1007!UTM  14      -   0.99989800  x   0.99984588  =   0.99974389
 CU1007
 CU1007:                Primary Azimuth Mark                     Grid Az
 CU1007:SPC TXNC     -  ROBY SW BELL TEL CO MAST                 035 26 24.6
 CU1007:UTM  14      -  ROBY SW BELL TEL CO MAST                 035 09 27.8
 CU1007
 CU1007|---------------------------------------------------------------------|
 CU1007| PID    Reference Object                     Distance      Geod. Az  |
 CU1007|                                                           dddmmss.s |
 CU1007| CU0910 ROBY SW BELL TEL CO MAST            APPROX.20.0 KM 0342048.2 |
 CU1007| CU0899 ROBY MUNICIPAL TANK                 APPROX.19.6 KM 0352116.4 |
 CU1007| CU0900 ROBY COURTHOUSE DOME                APPROX.19.7 KM 0371828.4 |
 CU1007| CX6856 CAPITOLA AZ MK                                     0803509.3 |
 CU1007| CX6858 CAPITOLA RM 1                        41.313 METERS 12158     |
 CU1007| CX6859 CAPITOLA RM 2                        51.194 METERS 22046     |
 CU1007| CX6857 CAPITOLA AZ MK 2                                   2644318.6 |
 CU1007| CU1008 PYRON ATT MICROWAVE                 APPROX.11.4 KM 2682123.8 |
 CU1007|---------------------------------------------------------------------|
 CU1007
 CU1007                          SUPERSEDED SURVEY CONTROL
 CU1007
 CU1007  NAD 83(1986)-  32 36 15.48712(N)    100 30 17.44079(W) AD(       ) 1
 CU1007  NAD 27      -  32 36 15.07800(N)    100 30 16.05300(W) AD(       ) 1
 CU1007
 CU1007.Superseded values are not recommended for survey control.
 CU1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1007.See file dsdata.txt to determine how the superseded data were derived.
 CU1007
 CU1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB5879208420(NAD 83)
 CU1007_MARKER: DS = TRIANGULATION STATION DISK
 CU1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1007
 CU1007  HISTORY     - Date     Condition        Report By
 CU1007  HISTORY     - 1935     MONUMENTED       CGS
 CU1007  HISTORY     - 1938     GOOD             TXHD
 CU1007  HISTORY     - 1958     GOOD             CGS
 CU1007  HISTORY     - 1968     GOOD             CGS
 CU1007
 CU1007                          STATION DESCRIPTION
 CU1007
 CU1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU1007'STATION IS ON TOP OF A PROMINENT KNOLL, 1 MILE S AND 1 MILE
 CU1007'W OF CAPITOLA HIGH SCHOOL, 12 MILES SW OF ROBY, 11 MILES
 CU1007'NNW OF SWEETWATER.  IT IS 98 FEET W OF SECTION LINE FENCE,
 CU1007'AND 97 FEET N OF A SECTION LINE FENCE.
 CU1007'
 CU1007'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CU1007'STANDARD BRONZE DISKS SET IN CONCRETE.
 CU1007'
 CU1007'REFERENCE MARK NO. 1 IS SE OF STATION IN SE CORNER OF PASTURE.
 CU1007'
 CU1007'REFERENCE MARK NO. 2 IS SW OF STATION, 1 FOOT N OF FENCE.
 CU1007'
 CU1007'AZIMUTH MARK IS 1 MILE E OF STATION, 60 FEET W OF CENTER
 CU1007'LINE OF ROAD, IN N-S FENCE, 250 FEET S OF ROGERS HOME.  TO
 CU1007'REACH FROM STATION, GO E FOR 1.0 MILE TO ROAD, ROGERS HOME
 CU1007'AND MARK.
 CU1007'
 CU1007'TO REACH THE STATION FROM THE W SIDE OF HIGH SCHOOL IN SWEETWATER,
 CU1007'GO N FOR 0.4 MILE, FOLLOW LEFT FORK (N) ACROSS RAILROAD FOR
 CU1007'4.45 MILES TO T-ROAD, THENCE LEFT (W) FOR 1.0 MILE, THENCE
 CU1007'RIGHT (N) FOR 4.0 MILES TO CORNER, THENCE LEFT (W) 1.2 MILES,
 CU1007'THENCE RIGHT (N) FOR 0.5 MILE, THENCE LEFT (W) 0.5 MILE TO
 CU1007'T-ROAD JUNCTION.  FOLLOW MAIN ROAD RIGHT (N) FOR 0.9 MILE TO
 CU1007'ROGERS HOME ON LEFT.  FOLLOW TRAIL N OF HOUSE DUE W FOR
 CU1007'1.0 MILE TO TOP OF KNOLL AND STATION.
 CU1007'
 CU1007'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CU1007
 CU1007                          STATION RECOVERY (1938)
 CU1007
 CU1007'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU1007'DESCRIPTION IS SATISFACTORY.  STATION AND REFERENCE MARKS
 CU1007'WERE FOUND IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER
 CU1007'THE AZIMUTH MARK.
 CU1007
 CU1007                          STATION RECOVERY (1958)
 CU1007
 CU1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU1007'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU1007'CONDITION.
 CU1007'
 CU1007'THE HOUSE, MENTIONED IN THE ORIGINAL DESCRIPTION, WHERE
 CU1007'DESCRIPTION LEAVES THE MAIN ROAD HAS BEEN REMOVED.
 CU1007'
 CU1007'THE AZIMUTH MARK IS ABOUT 250 FEET SOUTH OF THE GATE LEADING
 CU1007'INTO FIELD, ABOUT 80 FEET WEST OF THE CENTERLINE OF THE
 CU1007'HIGHWAY AND 40 FEET WEST OF THE RIGHT OF WAY FENCE.
 CU1007'
 CU1007'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 CU1007
 CU1007                          STATION RECOVERY (1968)
 CU1007
 CU1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1007'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 CU1007'GOOD CONDITION.  A SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT COULD
 CU1007'NOT BE FOUND.  A NEW AZIMUTH MARK WAS SET AT THIS TIME.
 CU1007'
 CU1007'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF ROBY, 11 MILES
 CU1007'NORTH-NORTHWEST OF SWEETWATER, SET ON THE TOP OF A PROMINENT
 CU1007'KNOLL, 98 FEET WEST OF A FENCE.
 CU1007'
 CU1007'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180 AND FARM ROAD 611
 CU1007'GO SOUTH ON FARM ROAD 611 FOR 7.0 MILES TO A BROWN STONE HOUSE ON
 CU1007'THE RIGHT (MRS. NETTLETONS HOUSE), CONTINUE SOUTH ON FARM ROAD 611
 CU1007'FOR 1.35 MILES TO THE JUNCTION OF FARM ROAD 608 AND 611, CONTINUE
 CU1007'EASTERLY ON FARM ROAD 611 FOR 0.8 MILE TO A SIDE ROAD RIGHT, JUST
 CU1007'AFTER CROSSING A BRIDGE, TURN RIGHT AND GO SOUTH ON GRAVELED
 CU1007'ROAD FOR 1.0 MILE TO A LOCKED GATE ON THE LEFT, TURN LEFT AND
 CU1007'PASS THROUGH GATE AND GO EAST ALONG FENCE FOR 0.2 MILE TO A
 CU1007'HOUSE ON THE RIGHT AND A VERY DIM TRACK ROAD LEADING TO THE EAST
 CU1007'AT THE NORTHEAST CORNER OF HOUSE, TAKE THE DIM TRACK ROAD
 CU1007'FOR 0.05 MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 CU1007'EASTERLY ON DIM ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 CU1007'LEFT, CONTINUE EAST ON DIM TRACK ROAD FOR 0.25 MILE TO THE END OF
 CU1007'DIM TRACK ROAD, BEAR RIGHT AND GO EAST-SOUTHEAST FOR 0.1 MILE TO
 CU1007'THE TOP OF HILL AND STATION.
 CU1007'
 CU1007'STATION MARK, A STANDARD DISK, STAMPED CAPITOLA 1935, SET IN THE
 CU1007'TOP OF A 12 INCH CONCRETE CYLINDER, WHICH PROJECTS 8 INCHES ABOVE
 CU1007'THE GROUND.  IT IS 98 FEET WEST OF A NORTH AND SOUTH FENCE, SET ON
 CU1007'THE HIGHEST PART OF HILL.
 CU1007'
 CU1007'REFERENCE MARK 1, A STANDARD DISK, STAMPED CAPITOLA NO 1 1935, SET
 CU1007'IN THE TOP OF A 12 INCH CONCRETE CYLINDER, WHICH PROJECTS 12 INCHES
 CU1007'ABOVE THE GROUND.  IT IS 2 FEET WEST OF A FENCE, ABOUT 10 FEET
 CU1007'LOWER THAN THE STATION MARK.
 CU1007'
 CU1007'REFERENCE MARK 2, A STANDARD DISK, STAMPED CAPITOLA NO 2 1935, SET
 CU1007'IN THE TOP OF A 12 INCH CONCRETE CYLINDER, WHICH PROJECTS 5 INCHES
 CU1007'ABOVE THE GROUND.  IT IS 168 FEET SOUTHWEST OF THE HIGHEST PART OF
 CU1007'HILL, 232 FEET WEST OF FENCE.
 CU1007'
 CU1007'AZIMUTH MARK, A STANDARD DISK, STAMPED CAPITOLA 1935 AZ 2 1968,
 CU1007'SET IN A DRILL HOLE, CEMENTED IN BEDROCK, WHICH IS FLUSH WITH
 CU1007'THE GROUND.  IT IS 29 FEET NORTH OF THE APPROXIMATE CENTER OF TRACK
 CU1007'ROAD, 6 FEET NORTHEAST OF A WITNESS POST, 1 FOOT SOUTH OF A FENCE.
 CU1007'
 CU1007'GET KEY FROM MRS. NETTLETON.
 CU1007'
 CU1007'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 CU1007'
 CU1007'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1007'12 MILES SOUTHWEST OF ROBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1371 ***********************************************************************
 AW1371  DESIGNATION -  CAPLEN
 AW1371  PID         -  AW1371
 AW1371  STATE/COUNTY-  TX/GALVESTON
 AW1371  USGS QUAD   -  CAPLEN (1994)
 AW1371
 AW1371                         *CURRENT SURVEY CONTROL
 AW1371  ___________________________________________________________________
 AW1371* NAD 83(1993)-  29 29 55.00425(N)    094 31 32.50284(W)     ADJUSTED  
 AW1371* NAVD 88     -         2.16   (+/-2cm)       7.1    (feet)  VERTCON   
 AW1371  ___________________________________________________________________
 AW1371  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW1371  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1371
 AW1371  HORZ ORDER  -  SECOND
 AW1371  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1371
 AW1371.The horizontal coordinates were established by classical geodetic methods
 AW1371.and adjusted by the National Geodetic Survey in February 1996..
 AW1371
 AW1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1371.The vertical order pertains to the NGVD 29 superseded value.
 AW1371
 AW1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1371
 AW1371.The geoid height was determined by GEOID03.
 AW1371
 AW1371;                    North         East     Units Scale Factor Converg.
 AW1371;SPC TXSC     - 4,192,854.290 1,033,699.242   MT  0.99986731   +2 11 31.3
 AW1371;SPC TXSC     -13,756,056.12  3,391,394.93   sFT  0.99986731   +2 11 31.3
 AW1371;UTM  15      - 3,264,199.366   352,107.091   MT  0.99986988   -0 45 05.0
 AW1371
 AW1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1371!SPC TXSC     -   1.00000387  x   0.99986731  =   0.99987118
 AW1371!UTM  15      -   1.00000387  x   0.99986988  =   0.99987375
 AW1371
 AW1371:                Primary Azimuth Mark                     Grid Az
 AW1371:SPC TXSC     -  PIERCE                                   059 09 35.0
 AW1371:UTM  15      -  PIERCE                                   062 06 11.3
 AW1371
 AW1371|---------------------------------------------------------------------|
 AW1371| PID    Reference Object                     Distance      Geod. Az  |
 AW1371|                                                           dddmmss.s |
 AW1371| AW6068 PIERCE                              456.549 METERS 0612106.3 |
 AW1371| CV8796 CAPLEN RM 3                          26.985 METERS 12436     |
 AW1371| CV8795 CAPLEN RM 2                          32.450 METERS 25511     |
 AW1371| CV8794 CAPLEN RM 1                                        34126     |
 AW1371|---------------------------------------------------------------------|
 AW1371
 AW1371                          SUPERSEDED SURVEY CONTROL
 AW1371
 AW1371  NAD 83(1993)-  29 29 55.01368(N)    094 31 32.49496(W) AD(       ) 2
 AW1371  NAD 83(1986)-  29 29 55.02283(N)    094 31 32.48297(W) AD(       ) 2
 AW1371  NAD 27      -  29 29 54.18700(N)    094 31 31.79300(W) AD(       ) 2
 AW1371  NGVD 29 (??/??/92)    2.160  (m)            7.09   (f) ADJ UNCH    1 2
 AW1371
 AW1371.Superseded values are not recommended for survey control.
 AW1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1371.See file dsdata.txt to determine how the superseded data were derived.
 AW1371
 AW1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN5210764199(NAD 83)
 AW1371_MARKER: DB = BENCH MARK DISK
 AW1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1371_STAMPING: CAPLEN 1933
 AW1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1371+STABILITY: SURFACE MOTION
 AW1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1371+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1371
 AW1371  HISTORY     - Date     Condition        Report By
 AW1371  HISTORY     - 1932     MONUMENTED       CGS
 AW1371  HISTORY     - 1937     GOOD             CGS
 AW1371  HISTORY     - 1947     GOOD             CGS
 AW1371  HISTORY     - 1953     GOOD             CGS
 AW1371  HISTORY     - 1960     GOOD             CGS
 AW1371  HISTORY     - 1963     GOOD             CGS
 AW1371  HISTORY     - 1971     GOOD             NGS
 AW1371  HISTORY     - 1977     GOOD             NGS
 AW1371  HISTORY     - 1978     GOOD             NGS
 AW1371  HISTORY     - 1982     GOOD             LOCSUR
 AW1371  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1371  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1371  HISTORY     - 19990828 GOOD             USPSQD
 AW1371  HISTORY     - 20010514 GOOD             USPSQD
 AW1371  HISTORY     - 20020723 GOOD             USPSQD
 AW1371  HISTORY     - 20041023 GOOD             USPSQD
 AW1371
 AW1371                          STATION DESCRIPTION
 AW1371
 AW1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW1371'ON BOLIVAR PENINSULA, NEAR THE SUMMER COLONY OF CAPLEN, 0.1 MILE
 AW1371'NW OF GULF SHORE, 0.3 MILE E BY N OF THE CAPLEN RAILROAD STATION,
 AW1371'51.3 METERS SSE OF THE CENTER LINE OF THE GALVESTON-PORT ARTHUR
 AW1371'HIGHWAY, AND AT THE W POINT OF CURVATURE OF SHORT S-CURVE IN
 AW1371'HIGHWAY.  IT IS 31 METERS NNE TO NW CORNER OF AN UNPAINTED
 AW1371'BUNGALOW, 35.28 METERS NW TO INTERSECTION OF S RIGHT-OF-WAY
 AW1371'FENCE AND A PROPERTY-LINE FENCE E OF POINT OF CURVATURE OF
 AW1371'S-CURVE, AND 135 METERS ESE TO A GREEN TWO-CAR GARAGE.
 AW1371'
 AW1371'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 AW1371'IN CONCRETE.
 AW1371'
 AW1371'REFERENCE MARK 1 IS 0.8 FOOT SE OF HIGHWAY FENCE.
 AW1371'
 AW1371'REFERENCE MARK 2 IS NEAR THE CAPLEN RAILROAD STATION.
 AW1371'
 AW1371'HEIGHT OF LIGHT ABOVE STATION MARK - 7.6 METERS.
 AW1371
 AW1371                          STATION RECOVERY (1937)
 AW1371
 AW1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW1371'REFERENCE MARK 2 IS 236.02 METERS W BY N OF THE STATION, ON
 AW1371'THE GULF SIDE, AND 19 METERS FROM THE CENTERLINE OF HIGHWAY.
 AW1371'IT IS 19.8 METERS E OF A NW-SE PROPERTY-LINE FENCE AND ABOUT
 AW1371'3 FEET W OF THE NW CORNER OF A SMALL TEXAS ICE CO. ICE HOUSE.
 AW1371
 AW1371                          STATION RECOVERY (1947)
 AW1371
 AW1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW1371'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION SHOULD BE
 AW1371'CHANGED TO READ AS FOLLOWS--
 AW1371'
 AW1371'STATION IS ON BOLIVAR PENINSULA, NEAR THE SUMMER COLONY OF
 AW1371'CAPLEN, 0.1 MILE NW OF GULF SHORE, ABOUT 0.2 MILE E BY N OF A
 AW1371'SMALL ONE-STORY BRICK-TILE AND WOOD HOUSE WITH THREE CHIMNEYS,
 AW1371'51.3 METERS SSE OF THE CENTER LINE OF TEXAS HIGHWAY 87, AND AT THE
 AW1371'W POINT OF CURVATURE OF A SHORT S-CURVE IN THE HIGHWAY.  IT IS
 AW1371'30.3 METERS FROM THE WESTERLY CORNER OF THE SHED ON A ONE-STORY
 AW1371'SHACK, 61.0 METERS W. OF THE W. CORNER OF A BROWN COVERED
 AW1371'ONE-STORY HOUSE AND ABOUT 32 METERS S OF GULF STATES UTILITIES
 AW1371'POLE NUMBER 227.  STATION IS A STANDARD U.S.C. AND G.S.
 AW1371'TRIANGULATION DISC STAMPED CAPLEN, 1933.
 AW1371'
 AW1371'REFERENCE MARK NO. 1 WAS FOUND NW OF THE STATION
 AW1371'N 85 DEG 47 MIN W AND DISTANT
 AW1371'32.45 METERS.
 AW1371'
 AW1371'REFERENCE MARK NO. 2 IS SW OF THE STATION, S 07 DEG
 AW1371'57 MIN W  AND 236.02 METERS FROM
 AW1371'TRIANGULATION CAPLAN.  IT IS 18.8 METERS SE OF THE CENTERLINE
 AW1371'OF TEXAS HIGHWAY 87, 22.8 METERS E. OF THE INTERSECTION OF THE
 AW1371'CENTERLINE OF A SHELL ROAD LEADING TO THE GULF AND THE CENTERLINE
 AW1371'OF HWY 87.  MARK IS STANDARD BRONZE DISC STAMPED CAPLEN NO. 2
 AW1371'1933 AND SET IN CONCRETE.
 AW1371
 AW1371                          STATION RECOVERY (1953)
 AW1371
 AW1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AW1371'2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1371'AT GILCHRIST, 167 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW1371'110 FEET SOUTH OF A POWER POLE, 145 FEET SOUTHWEST OF THE
 AW1371'CENTER LINE OF A SHELL ROAD, 102.7 FEET SOUTHWEST OF THE SOUTH
 AW1371'CORNER OF A SMALL HOUSE, 0.8 FOOT NORTHWEST OF A WITNESS POST,
 AW1371'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 AW1371'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED CAPLEN 1933
 AW1371'ELEV 7.608 FT
 AW1371
 AW1371                          STATION RECOVERY (1960)
 AW1371
 AW1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW1371'STATION RECOVERED IN GOOD CONDITION.  R.M.S WERE SEARCHED FOR
 AW1371'BUT NOT FOUND.
 AW1371'
 AW1371'THE HIGHWAY HAS BEEN WIDENED AND IT IS BELIEVED THE R.M.S WERE
 AW1371'DESTROYED.  REVISED DESCRIPTION FOLLOWS.  THE STATION IS LOCATED
 AW1371'ON BOLIVAR PENINSULA, IN THE VILLAGE OF CAPLEN, ON THE SOUTHEAST
 AW1371'SIDE OF STATE HIGHWAY 87, 1.9 MILES NORTHEAST OF THE SUN OIL CO.
 AW1371'OFFICES AND 1.7 MILES SOUTHWEST OF THE BRIDGE OVER THE CANAL AT
 AW1371'GILCHRIST.  IT IS 137.0 FEET WEST OF A SHED AT THE CORNER OF A
 AW1371'HOUSE, 108.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 56.6
 AW1371'FEET SOUTHWEST OF POWER POLE 227 AND 1.0 FOOT NORTH AND EAST
 AW1371'OF TWO WITNESS POSTS.  A STANDARD DISK STAMPED CAPLEN 1933
 AW1371'ELEV.  7.608 FT. IN TOP OF A CONCRETE MONUMENT PROJECTING 0.3
 AW1371'FOOT.
 AW1371'
 AW1371'R.M.S 3 AND 4 WERE ESTABLISHED.  R.M. 3 IS SOUTHEAST OF THE
 AW1371'STATION, 48.7 FEET NORTHWEST OF A SHED AT SOUTHWEST CORNER
 AW1371'OF HOUSE AND 5.2 FEET WEST OF A POWER LINE POLE.  A STANDARD
 AW1371'DISK STAMPED CAPLEN NO. 3 1932 IN TOP OF A CONCRETE MONUMENT
 AW1371'PROJECTING 6 INCHES.
 AW1371'
 AW1371'R.M. 4 IS SOUTHWEST OF THE STATION IN A VACANT LOT.  A STANDARD
 AW1371'DISK STAMPED CAPLEN NO. 4 1932 IN TOP OF A CONCRETE MONUMENT
 AW1371'PROJECTING 6 INCHES.
 AW1371'
 AW1371'NOTE-- THE AZIMUTHS TO THE REFERENCE MARKS WERE DETERMINED
 AW1371'FROM A SUN OBSERVATION.
 AW1371
 AW1371                          STATION RECOVERY (1963)
 AW1371
 AW1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW1371'STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 AW1371'IN GOOD CONDITION, REFERENCE MARK NO. 4 WAS SEARCHED FOR BUT
 AW1371'NOT FOUND.  IT WAS EITHER DESTROYED OR COVERED WITH FILL WHEN A
 AW1371'LAWN WAS DEVELOPED IN THE AREA.  THE PROPERTY OWNED WOULD NOT
 AW1371'GIVE PERMISSION TO BUILD OVER THE STATION, A NEW STATION WAS
 AW1371'ESTABLISHED (STATION PIERCE) APPROXIMATELY 0.35 MILE
 AW1371'EAST-NORTHEAST OF THIS POINT.
 AW1371'
 AW1371'THE STATION IS LOCATED ON THE BOLIVAR PENINSULA, IN THE VILLAGE
 AW1371'OF CAPLEN, ON THE SOUTHEAST SIDE OF STATE HIGHWAY 87, ABOUT 2
 AW1371'MILES SOUTHWEST OF GILCHRIST AND ON PROPERTY OWNED BY THE EDSON
 AW1371'REALTY CO., POST OFFICE BOX 352, BEAUMONT, TEXAS.
 AW1371'
 AW1371'TO REACH THE STATION FROM THE BRIDGE OVER THE CANAL AT GILCHRIST,
 AW1371'GO WEST ON STATE HIGHWAY 87 FOR 1.7 MILES TO THE STATION ON THE
 AW1371'SOUTH SIDE OF THE HIGHWAY.
 AW1371'
 AW1371'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 AW1371'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 AW1371'CAPLEN 1933, ELEV 7.608 FT.  THE MARK IS 1 FOOT NORTH OF A WOOD
 AW1371'4 X 4 WITNESS POST.  1.3 FEET EAST OF A CONCRETE 4 X 4 WITNESS
 AW1371'POST.  46 FEET EAST OF A FENCE.  106 FEET SOUTH OF STATE HIGHWAY 87.
 AW1371'56.6 FEET SOUTHWEST OF POWERLINE POLE 227.  87.3 FEET
 AW1371'NORTHWEST OF A POWERLINE POLE.  142 FEET NORTHWEST OF THE
 AW1371'NORTHWEST CORNER OF A SMALL HOUSE.
 AW1371'
 AW1371'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 10
 AW1371'INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND, STAMPED
 AW1371'CAPLEN NO 2 1933.  THE MARK IS 59 FEET SOUTH OF STATE HIGHWAY 87.
 AW1371'45 FEET EAST OF GORDON DRIVE.  116 FEET WEST OF POWERLINE POLE
 AW1371'229.
 AW1371'
 AW1371'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A 10
 AW1371'INCH ROUND CONCRETE POST, PROJECTS 4 INCHES ABOVE GROUND,
 AW1371'STAMPED CAPLEN NO 3 1932.  THE MARK IS 3.8 FEET EAST-NORTHEAST OF
 AW1371'POWERLINE POLE 453.  55.5 FEET SOUTH-SOUTHWEST OF A SMALL HOUSE.
 AW1371'92 FEET WEST OF A GRAVEL STREET.  87.5 FEET SOUTHEAST OF A
 AW1371'4 X 4 WOOD WITNESS POST.  103 FEET SOUTH OF STATE HIGHWAY 87.
 AW1371'
 AW1371'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW1371
 AW1371                          STATION RECOVERY (1971)
 AW1371
 AW1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1371'2.6 MI SW FROM GILCHRIST.
 AW1371'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1371'AT GILCHRIST, 106 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 145
 AW1371'FT. SOUTHWEST OF THE CENTER LINE OF A SHELL ROAD LEADING SOUTHEAST,
 AW1371'58.6 FT. SOUTHWEST OF POWER POLE 204, 1 FT. NORTHEAST OF A CONCRETE
 AW1371'WITNESS POST, ABOUT 2 FT. LOWER THAN THE HIGHWAY, IN THE TOP OF A
 AW1371'CONCRETE POST FLUSH WITH THE GROUND.
 AW1371
 AW1371                          STATION RECOVERY (1977)
 AW1371
 AW1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW1371'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND IN
 AW1371'GOOD CONDITION.  THE 1963 DESCRIPTION IS ADEQUATE.
 AW1371'
 AW1371'FOLLOWING OBSERVATIONS AND MEASUREMENTS WERE MADE IN 1963.
 AW1371'
 AW1371'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILE SW OF
 AW1371'GILCHRIST.
 AW1371
 AW1371                          STATION RECOVERY (1978)
 AW1371
 AW1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1371'RECOVERED IN GOOD CONDITION.
 AW1371
 AW1371                          STATION RECOVERY (1982)
 AW1371
 AW1371'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (IW)
 AW1371'FROM THE BOLIVAR FERRY TERMINAL, ON BOLIVAR PENINSULA, TRAVEL
 AW1371'NORTHEAST ALONG STATE HIGHWAY 87 TO POWERLINE POLE NO. 204 IN THE
 AW1371'VILLAGE OF CAPLEN.  THE STATION IS 60 FEET SOUTHWEST OF THE
 AW1371'POWERLINE POLE.
 AW1371
 AW1371                          STATION RECOVERY (1987)
 AW1371
 AW1371'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1371'MARK NOT FOUND.
 AW1371
 AW1371                          STATION RECOVERY (1987)
 AW1371
 AW1371'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW1371'MARK NOT FOUND.
 AW1371
 AW1371                          STATION RECOVERY (1999)
 AW1371
 AW1371'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1371'RECOVERED IN GOOD CONDITION.
 AW1371
 AW1371                          STATION RECOVERY (2001)
 AW1371
 AW1371'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1371'RECOVERED IN GOOD CONDITION.
 AW1371
 AW1371                          STATION RECOVERY (2002)
 AW1371
 AW1371'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1371'RECOVERED IN GOOD CONDITION.
 AW1371
 AW1371                          STATION RECOVERY (2004)
 AW1371
 AW1371'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0779 ***********************************************************************
 AO0779  DESIGNATION -  CAPOTA
 AO0779  PID         -  AO0779
 AO0779  STATE/COUNTY-  TX/ZAVALA
 AO0779  USGS QUAD   -  CARRIZO SPRINGS NW (1972)
 AO0779
 AO0779                         *CURRENT SURVEY CONTROL
 AO0779  ___________________________________________________________________
 AO0779* NAD 83(1993)-  28 42 51.27828(N)    099 56 45.47209(W)     ADJUSTED  
 AO0779* NAVD 88     -       185.4    (meters)     608.     (feet)  VERTCON   
 AO0779  ___________________________________________________________________
 AO0779  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AO0779  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AO0779
 AO0779  HORZ ORDER  -  FIRST
 AO0779
 AO0779.The horizontal coordinates were established by classical geodetic methods
 AO0779.and adjusted by the National Geodetic Survey in February 1996..
 AO0779
 AO0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0779
 AO0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0779
 AO0779.The geoid height was determined by GEOID03.
 AO0779
 AO0779;                    North         East     Units Scale Factor Converg.
 AO0779;SPC TXSC     - 4,098,003.903   507,582.155   MT  0.99992148   -0 27 48.4
 AO0779;SPC TXSC     -13,444,867.81  1,665,292.45   sFT  0.99992148   -0 27 48.4
 AO0779;UTM  14      - 3,176,693.423   407,608.584   MT  0.99970534   -0 27 16.2
 AO0779
 AO0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0779!SPC TXSC     -   0.99997454  x   0.99992148  =   0.99989602
 AO0779!UTM  14      -   0.99997454  x   0.99970534  =   0.99967988
 AO0779
 AO0779|---------------------------------------------------------------------|
 AO0779| PID    Reference Object                     Distance      Geod. Az  |
 AO0779|                                                           dddmmss.s |
 AO0779| CV4463 CAPOTA RM 2                          19.642 METERS 07418     |
 AO0779| AO0765 CRYSTAL CITY MUN TANK               APPROX.11.7 KM 1051657.7 |
 AO0779| CV4461 CAPOTA AZ MK                                       2524405.2 |
 AO0779| CV4462 CAPOTA RM 1                          22.400 METERS 34410     |
 AO0779|---------------------------------------------------------------------|
 AO0779
 AO0779                          SUPERSEDED SURVEY CONTROL
 AO0779
 AO0779  NAD 83(1986)-  28 42 51.27486(N)    099 56 45.45030(W) AD(       ) 1
 AO0779  NAD 27      -  28 42 50.35344(N)    099 56 44.23862(W) AD(       ) 1
 AO0779  NGVD 29 (07/19/86)  185.3    (m)          608.     (f) VERT ANG       
 AO0779
 AO0779.Superseded values are not recommended for survey control.
 AO0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0779.See file dsdata.txt to determine how the superseded data were derived.
 AO0779
 AO0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0760976693(NAD 83)
 AO0779_MARKER: DS = TRIANGULATION STATION DISK
 AO0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0779
 AO0779  HISTORY     - Date     Condition        Report By
 AO0779  HISTORY     - 1972     MONUMENTED       NGS
 AO0779  HISTORY     - 20010823 GOOD             USPSQD
 AO0779
 AO0779                          STATION DESCRIPTION
 AO0779
 AO0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0779'THE STATION IS ABOUT 13 MILES NORTH AND 5 MILES WEST OF CARRIZO
 AO0779'SPRINGS, 7 MILES WEST AND 3 MILES NORTH OF CRYSTAL CITY, ON THE
 AO0779'SOUTH RIGHT-OF-WAY OF FARM ROAD 1668.
 AO0779'
 AO0779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM
 AO0779'ROADS 393 AND 65 IN THE NORTH PART OF CRYSTAL CITY, GO NORTH ON FARM
 AO0779'ROAD 393 FOR 0.4 MILE TO WHERE FARM ROAD 393 TURNS LEFT AND A PAVED
 AO0779'ROAD CONTINUES AHEAD.  TURN LEFT AND GO WEST ON FARM ROAD 393 FOR
 AO0779'2.1 MILES TO THE JUNCTION WITH FARM ROAD 1668 ON THE RIGHT.  TURN
 AO0779'RIGHT AND GO NORTH-NORTHWEST ON FARM ROAD 1668 FOR 2.85 MILES TO
 AO0779'WHERE FARM ROAD 1668 TURNS LEFT AND A SIDE ROAD RIGHT.  TURN LEFT
 AO0779'AND GO WEST-SOUTHWEST ON FARM ROAD 1668 FOR 3.9 MILES TO THE
 AO0779'STATION ON THE LEFT.
 AO0779'
 AO0779'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST-SOUTHWEST
 AO0779'ON FARM ROAD 1668 FOR 0.65 MILE TO THE TOP OF A RISE AND THE MARK ON
 AO0779'THE RIGHT.
 AO0779'
 AO0779'STATION MARKS ARE STANDARD DISKS, STAMPED CAPOTA 1971.  THE SURFACE
 AO0779'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0779'THAT IS FLUSH WITH THE GROUND.  IT IS 35.0 FEET SOUTH-SOUTHEAST OF
 AO0779'THE CENTER OF FARM ROAD 1668 AND 5.3 FEET NORTH-NORTHWEST OF A
 AO0779'WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 AO0779'CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 AO0779'
 AO0779'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAPOTA NO 1 1972, SET IN
 AO0779'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0779'WITH THE GROUND.  IT IS 40.0 FEET NORTH-NORTHWEST OF THE CENTER OF
 AO0779'FARM ROAD 1668, 20.7 FEET WEST-SOUTHWEST OF A POWER LINE POLE, 1.3
 AO0779'FEET SOUTH-SOUTHEAST OF A FENCE AND ABOUT THE SAME ELEVATION AS
 AO0779'THE STATION.
 AO0779'
 AO0779'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAPOTA NO 2 1971, SET
 AO0779'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0779'WITH THE GROUND.  IT IS 64.4 FEET EAST-NORTHEAST OF THE WITNESS
 AO0779'POST, 38.0 FEET SOUTH-SOUTHEAST OF THE CENTER OF FARM ROAD 1668, 2.3
 AO0779'FEET NORTHWEST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE
 AO0779'STATION.
 AO0779'
 AO0779'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAPOTA 1971, SET IN THE TOP
 AO0779'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2 INCHES
 AO0779'ABOVE THE GROUND.  IT IS 38.0 FEET NORTH-NORTHWEST OF THE CENTER OF
 AO0779'FARM ROAD 1668, 2.6 FEET SOUTHWEST OF A WITNESS POST, 2.0 FEET
 AO0779'NORTH- EAST OF A POWER LINE POLE AND 1.0 FOOT SOUTH-SOUTHEAST OF A
 AO0779'FENCE.
 AO0779'
 AO0779'HEIGHT OF LIGHT ABOVE STATION MARK 3.31 METERS.
 AO0779
 AO0779                          STATION RECOVERY (2001)
 AO0779
 AO0779'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2622 ***********************************************************************
 AX2622  DESIGNATION -  CAPOTE
 AX2622  PID         -  AX2622
 AX2622  STATE/COUNTY-  TX/GUADALUPE
 AX2622  USGS QUAD   -  DEWVILLE (1987)
 AX2622
 AX2622                         *CURRENT SURVEY CONTROL
 AX2622  ___________________________________________________________________
 AX2622* NAD 83(1993)-  29 29 39.20694(N)    097 47 28.27365(W)     ADJUSTED  
 AX2622* NAVD 88     -       221.4    (meters)     726.     (feet)  VERTCON   
 AX2622  ___________________________________________________________________
 AX2622  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AX2622  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AX2622
 AX2622  HORZ ORDER  -  FIRST
 AX2622
 AX2622.The horizontal coordinates were established by classical geodetic methods
 AX2622.and adjusted by the National Geodetic Survey in February 1996..
 AX2622
 AX2622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2622
 AX2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2622
 AX2622.The geoid height was determined by GEOID03.
 AX2622
 AX2622;                    North         East     Units Scale Factor Converg.
 AX2622;SPC TXSC     - 4,184,676.438   717,203.079   MT  0.99986709   +0 35 32.0
 AX2622;SPC TXSC     -13,729,225.95  2,353,023.77   sFT  0.99986709   +0 35 32.0
 AX2622;UTM  14      - 3,263,352.072   617,178.369   MT  0.99976942   +0 35 42.8
 AX2622
 AX2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2622!SPC TXSC     -   0.99996934  x   0.99986709  =   0.99983643
 AX2622!UTM  14      -   0.99996934  x   0.99976942  =   0.99973876
 AX2622
 AX2622:                Primary Azimuth Mark                     Grid Az
 AX2622:SPC TXSC     -  CAPOTE AZ MK                             005 23 02.5
 AX2622:UTM  14      -  CAPOTE AZ MK                             005 22 51.7
 AX2622
 AX2622|---------------------------------------------------------------------|
 AX2622| PID    Reference Object                     Distance      Geod. Az  |
 AX2622|                                                           dddmmss.s |
 AX2622| CV4464 CAPOTE AZ MK                                       0055834.5 |
 AX2622| CV4465 CAPOTE RM 1                           6.160 METERS 11107     |
 AX2622| CV4466 CAPOTE RM 2                           7.187 METERS 25057     |
 AX2622|---------------------------------------------------------------------|
 AX2622
 AX2622                          SUPERSEDED SURVEY CONTROL
 AX2622
 AX2622  NAD 83(1986)-  29 29 39.21206(N)    097 47 28.25856(W) AD(       ) 1
 AX2622  NAD 27      -  29 29 38.37100(N)    097 47 27.25500(W) AD(       ) 1
 AX2622  NGVD 29 (07/28/98)  221.3    (m)          726.     (f) VERT ANG       
 AX2622
 AX2622.Superseded values are not recommended for survey control.
 AX2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2622.See file dsdata.txt to determine how the superseded data were derived.
 AX2622
 AX2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT1717863352(NAD 83)
 AX2622_MARKER: DS = TRIANGULATION STATION DISK
 AX2622_SETTING: 66 = SET IN ROCK OUTCROP
 AX2622
 AX2622  HISTORY     - Date     Condition        Report By
 AX2622  HISTORY     - 1896     MONUMENTED       USGS
 AX2622  HISTORY     - 1943     GOOD             USGS
 AX2622  HISTORY     - 1959     GOOD             AMS
 AX2622  HISTORY     - 1960     GOOD             USGS
 AX2622  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2622
 AX2622                          STATION DESCRIPTION
 AX2622
 AX2622'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 AX2622'NEAR EASTERN LINE OF THE COUNTY AND ON THE NORTHERN END OF THE MOST
 AX2622'NORTHERN OF THE RANGE OF RIDGE-LIKE HILLS KNOWN AS CAPOTE HILLS.
 AX2622'THE HILL UPON WHICH STATION IS LOCATED IS LOCALLY KNOWN AS PORTER
 AX2622'KNOB AND IS 6 MI. SW. OF BELMONT.
 AX2622'
 AX2622'STATION MARK--COPPER BOLT SET IN SOLID ROCK, STAMPED ---USGS---
 AX2622'WITH TRIANGLE IN CENTER.
 AX2622'
 AX2622'REFERENCE MARK NO. 1--NORTH 140 DEGREES 18 MINUTES.
 AX2622'
 AX2622'REFERENCE MARK NO. 2--SOUTHEAST 290 DEGREES 13 MINUTES.
 AX2622
 AX2622                          STATION RECOVERY (1943)
 AX2622
 AX2622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943 (PLB)
 AX2622'STATION IS ABOUT 12 MILES SE OF SEGUIN AND 6.5 MILES WSW
 AX2622'OF BELMONT ON SUMMIT OF A HIGH, PROMINENT TIMBERED HILL, KNOWN
 AX2622'AS CAPOTE KNOB AND AS PORTER KNOB.  LAND IS SAID TO BE ON
 AX2622'PASTURE LAND OWNED BY C.M. WELLS OF DEWVILLE.  THE MARK IS
 AX2622'A U.S.G.S. DISK SET IN A DRILL HOLE IN BEDROCK, ON THE W AND
 AX2622'HIGHEST END OF THE HILL, 20 PACES SE OF THE NW POINT OF THE
 AX2622'SUMMIT.  THE MARK IS SET FLUSH IN THE BEDROCK.  THE DISK IS
 AX2622'SOMEWHAT BATTERED AND THE PRINTING IS NOT ENTIRELY LEGIBLE.
 AX2622'
 AX2622'REFERENCE MARK NO. 1 IS SE OF THE STATION, ABOUT 5 PACES
 AX2622'W OF THE RIM.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN
 AX2622'BEDROCK AND STAMPED CAPOTE U.S.G.S. NO. 1 1943.
 AX2622'
 AX2622'REFERENCE MARK NO. 2 IS W OF THE STATION.  IT IS A BRONZE
 AX2622'DISK SET IN A DRILL HOLE IN BEDROCK, FLUSH, AND IS STAMPED
 AX2622'CAPOTE NO. 2 1943.
 AX2622'
 AX2622'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE.
 AX2622'
 AX2622'AZIMUTH MARK IS 1 MILE NE OF THE STATION, 0.05 MILE S OF ROAD
 AX2622'JUNCTION IN FRONT OF JAHNS SCHOOL.  THE MARK IS 7 PACES
 AX2622'OF THE CENTER LINE OF THE ROAD AND OPPOSITE A 14-INCH OAK
 AX2622'TREE.  THE MARK IS STAMPED CAPOTE U.S.G.S. 1943 AND PROJECTS
 AX2622'ABOUT 3 INCHES.
 AX2622'
 AX2622'TO REACH THE STATION FROM THE NE CORNER OF THE SQUARE IN
 AX2622'SEGUIN GO E ON TEXAS ROUTE 3 FOR 0.8 MILE TO WHERE ROUTE 3
 AX2622'TURNS N AT TEXACO GAS STATION, HERE TURN RIGHT, S, AND FOLLOW
 AX2622'MAIN-TRAVELED ROAD (JAHNS SCHOOL ROAD) FOR 12.3 MILES TO
 AX2622'JAHNS SCHOOL ON THE E SIDE OF ROAD AT A T-INTERSECTION LEFT.
 AX2622'*PROCEED ON RIGHT FORK FOR 0.8 MILE TO A SECTION FENCE LINE
 AX2622'AND A WIRE GATE ON THE RIGHT, AND A **U.S.G.S.  PRIMARY
 AX2622'TRAVERSE STATION, ON THE RIGHT, W, 15 PACES S OF THE
 AX2622'FENCE CORNER AND GATE.  HERE TURN LEFT, W, THROUGH GATE AND
 AX2622'FOLLOW A WOODS ROAD 1.25 MILES TO A TRIANGULAR-BLAZED
 AX2622'12-INCH OAK TREE ON THE RIGHT, W.  THIS IS THE END OF TRUCK
 AX2622'TRAVEL.  THE HILL IS VISIBLE FROM THIS POINT.  PROCEED
 AX2622'SOUTHERLY FOR ABOUT 500 PACES TO THE SUMMIT OF THE HILL
 AX2622'AND THE STATION.
 AX2622'
 AX2622'*THE AZIMUTH MARK IS 0.05 MILE S OF THIS POINT AS DESCRIBED
 AX2622'ABOVE.
 AX2622'
 AX2622'**THIS MARK IS NOT VISIBLE FROM THE STATION AND WAS NOT CUT IN.
 AX2622'
 AX2622'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AX2622
 AX2622                          STATION RECOVERY (1959)
 AX2622
 AX2622'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 AX2622'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 AX2622'AS DESCRIBED.  THE STAMPING ON THE MARK IS NOT TOO LEGIBLE.
 AX2622
 AX2622                          STATION RECOVERY (1960)
 AX2622
 AX2622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AX2622'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29097-3, STATION 1001.
 AX2622'RECOVERED BY NGS IN 1943.
 AX2622'RECOVERED BY ARMY MAP SERVICE IN 1959.
 AX2622'RECOVERED BY USGS IN 1960.
 AX2622'STATION MARK--A STANDARD USGS DISK SET IN A DRILL HOLE IN BEDROCK.
 AX2622'THE DISK IS BATTERED AND THE PRINTING IS NOT ENTIRELY LEGIBLE.
 AX2622
 AX2622                          STATION RECOVERY (2003)
 AX2622
 AX2622'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2623 ***********************************************************************
 AX2623  DESIGNATION -  CAPOTE
 AX2623  PID         -  AX2623
 AX2623  STATE/COUNTY-  TX/GUADALUPE
 AX2623  USGS QUAD   -  DEWVILLE (1987)
 AX2623
 AX2623                         *CURRENT SURVEY CONTROL
 AX2623  ___________________________________________________________________
 AX2623* NAD 83(1993)-  29 29 39.27412(N)    097 47 28.43912(W)     ADJUSTED  
 AX2623* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 AX2623  ___________________________________________________________________
 AX2623  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AX2623  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AX2623
 AX2623  HORZ ORDER  -  THIRD
 AX2623
 AX2623.The horizontal coordinates were established by classical geodetic methods
 AX2623.and adjusted by the National Geodetic Survey in February 1996..
 AX2623
 AX2623.The orthometric height was scaled from a topographic map.
 AX2623
 AX2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2623
 AX2623.The geoid height was determined by GEOID03.
 AX2623
 AX2623;                    North         East     Units Scale Factor Converg.
 AX2623;SPC TXSC     - 4,184,678.460   717,198.601   MT  0.99986710   +0 35 31.9
 AX2623;SPC TXSC     -13,729,232.58  2,353,009.08   sFT  0.99986710   +0 35 31.9
 AX2623;UTM  14      - 3,263,354.094   617,173.891   MT  0.99976941   +0 35 42.7
 AX2623
 AX2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2623!SPC TXSC     -   0.99996938  x   0.99986710  =   0.99983649
 AX2623!UTM  14      -   0.99996938  x   0.99976941  =   0.99973880
 AX2623
 AX2623:                Primary Azimuth Mark                     Grid Az
 AX2623:SPC TXSC     -  HERNDON HILL USGS 1903                   279 42 18.0
 AX2623:UTM  14      -  HERNDON HILL USGS 1903                   279 42 07.2
 AX2623
 AX2623|---------------------------------------------------------------------|
 AX2623| PID    Reference Object                     Distance      Geod. Az  |
 AX2623|                                                           dddmmss.s |
 AX2623| AY1793 HERNDON HILL USGS 1903              APPROX.31.8 KM 2801749.9 |
 AX2623|---------------------------------------------------------------------|
 AX2623
 AX2623                          SUPERSEDED SURVEY CONTROL
 AX2623
 AX2623  NAD 83(1986)-  29 29 39.28439(N)    097 47 28.42266(W) AD(       ) 3
 AX2623  NAD 27      -  29 29 38.44227(N)    097 47 27.42447(W) AD(       ) 3
 AX2623
 AX2623.Superseded values are not recommended for survey control.
 AX2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2623.See file dsdata.txt to determine how the superseded data were derived.
 AX2623
 AX2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT1717463354(NAD 83)
 AX2623_MARKER: B = BOLT
 AX2623_SETTING: 66 = SET IN ROCK OUTCROP
 AX2623_SP_SET: SET IN ROCK OUTCROP
 AX2623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2623+STABILITY: POSITION/ELEVATION WELL
 AX2623
 AX2623  HISTORY     - Date     Condition        Report By
 AX2623  HISTORY     - 1897     MONUMENTED       USGS
 AX2623  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2623
 AX2623                          STATION DESCRIPTION
 AX2623
 AX2623'DESCRIBED BY US GEOLOGICAL SURVEY 1897
 AX2623'NEAR EASTERN LINE OF THE COUNTY AND ON THE NORTHERN END OF THE MOST
 AX2623'NORTHERN OF THE RANGE OF RIDGE-LIKE HILLS KNOWN AS CAPOTE HILLS.
 AX2623'THE HILL UPON WHICH STATION IS LOCATED IS LOCALLY KNOWN AS PORTER
 AX2623'KNOB AND IS 6 MI. SW. OF BELMONT.
 AX2623'
 AX2623'STATION MARK--COPPER BOLT SET IN SOLID ROCK, STAMPED ---USGS---
 AX2623'WITH TRIANGLE IN CENTER.
 AX2623'
 AX2623'REFERENCE MARK NO. 1--NORTH 140 DEGREES 18 MINUTES.
 AX2623'
 AX2623'REFERENCE MARK NO. 2--SOUTHEAST 290 DEGREES 13 MINUTES.
 AX2623
 AX2623                          STATION RECOVERY (2003)
 AX2623
 AX2623'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0447 ***********************************************************************
 BQ0447  DESIGNATION -  CAPOTE
 BQ0447  PID         -  BQ0447
 BQ0447  STATE/COUNTY-  TX/PRESIDIO
 BQ0447  USGS QUAD   -  CAPOTE PEAK (1978)
 BQ0447
 BQ0447                         *CURRENT SURVEY CONTROL
 BQ0447  ___________________________________________________________________
 BQ0447* NAD 83(1993)-  30 16 45.52151(N)    104 33 02.79837(W)     ADJUSTED  
 BQ0447* NAVD 88     -      1893.     (meters)    6211.     (feet)  SCALED    
 BQ0447  ___________________________________________________________________
 BQ0447  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 BQ0447  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 BQ0447
 BQ0447  HORZ ORDER  -  FIRST
 BQ0447
 BQ0447.The horizontal coordinates were established by classical geodetic methods
 BQ0447.and adjusted by the National Geodetic Survey in February 1996..
 BQ0447
 BQ0447.The orthometric height was scaled from a topographic map.
 BQ0447
 BQ0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0447
 BQ0447.The geoid height was determined by GEOID03.
 BQ0447
 BQ0447;                    North         East     Units Scale Factor Converg.
 BQ0447;SPC TXSC     - 4,283,762.568    66,133.418   MT  0.99999884   -2 43 09.8
 BQ0447;SPC TXSC     -14,054,311.03    216,972.72   sFT  0.99999884   -2 43 09.8
 BQ0447;UTM  13      - 3,349,821.392   543,204.862   MT  0.99962303   +0 13 35.4
 BQ0447
 BQ0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0447!SPC TXSC     -   0.99970640  x   0.99999884  =   0.99970524
 BQ0447!UTM  13      -   0.99970640  x   0.99962303  =   0.99932954
 BQ0447
 BQ0447:                Primary Azimuth Mark                     Grid Az
 BQ0447:SPC TXSC     -  CAPOTE AZ MK                             011 04 23.1
 BQ0447:UTM  13      -  CAPOTE AZ MK                             008 07 37.9
 BQ0447
 BQ0447|---------------------------------------------------------------------|
 BQ0447| PID    Reference Object                     Distance      Geod. Az  |
 BQ0447|                                                           dddmmss.s |
 BQ0447| CH8529 CAPOTE AZ MK                                       0082113.3 |
 BQ0447| BQ0446 CAIRN NEAR STA CAPOTE 1934            6.704 METERS 02951     |
 BQ0447| CH8530 CAPOTE RM 1                          12.981 METERS 08206     |
 BQ0447| CH8531 CAPOTE RM 2                          11.771 METERS 35406     |
 BQ0447|---------------------------------------------------------------------|
 BQ0447
 BQ0447                          SUPERSEDED SURVEY CONTROL
 BQ0447
 BQ0447  NAD 83(1986)-  30 16 45.51555(N)    104 33 02.79797(W) AD(       ) 1
 BQ0447  NAD 27      -  30 16 44.97200(N)    104 33 01.06800(W) AD(       ) 1
 BQ0447
 BQ0447.Superseded values are not recommended for survey control.
 BQ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0447.See file dsdata.txt to determine how the superseded data were derived.
 BQ0447
 BQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4320549821(NAD 83)
 BQ0447_MARKER: DS = TRIANGULATION STATION DISK
 BQ0447_SETTING: 80 = SET IN A BOULDER
 BQ0447_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BQ0447
 BQ0447  HISTORY     - Date     Condition        Report By
 BQ0447  HISTORY     - 1934     MONUMENTED       CGS
 BQ0447  HISTORY     - 1942     GOOD             CGS
 BQ0447
 BQ0447                          STATION DESCRIPTION
 BQ0447
 BQ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0447'ON THE HIGHEST POINT OF CAPOTE MOUNTAIN WHICH IS ABOUT 21 MILES
 BQ0447'SOUTH OF VALENTINE, 13 MILES NORTHEAST OF CANDELARIA, AND
 BQ0447'3-1/2 MILES SOUTH-SOUTHEAST OF BRITES RANCH, 22 FEET SOUTHWEST
 BQ0447'OF A 7-FOOT ROCK CAIRN, ON THE HIGHEST PART OF THE MOUNTAIN AND
 BQ0447'18 FEET EAST OF THE EDGE OF THE RIM OF THE MOUNTAIN, PROJECTING
 BQ0447'4 INCHES.
 BQ0447'
 BQ0447'TO REACH FROM CANDELARIA POST OFFICE, GO NORTH ON THE VALENTINE
 BQ0447'ROAD 2.1 MILES TO FORKS IN CREEK BOTTOM, TAKE RIGHT FORK
 BQ0447'AND GO EAST AND NORTH UP CAPOTE CREEK 5.65 MILES TO FORKS,
 BQ0447'TAKE RIGHT FORK AND GO 3.05 MILES, THEN LEFT FORK STRAIGHT
 BQ0447'AHEAD ON MAIN ROAD UP A VERY STEEP AND ROUGH HILL 1.65 MILES
 BQ0447'TO SUMMIT AND CATTLE GUARD, CONTINUE ON MAIN ROAD 5.5 MILES TO
 BQ0447'ANOTHER CATTLEGUARD, CONTINUE 3.8 MILES TO STILL ANOTHER
 BQ0447'CATTLEGUARD, CONTINUE 2.4 MILES TO BRITES RANCH.  FROM BRITES
 BQ0447'RANCH, GO SOUTH 2.4 MILES TO A CATTLEGUARD, TAKE RIGHT FORK
 BQ0447'JUST AFTER CROSSING CATTLEGUARD AND CONTINUE 0.9 MILE TO A
 BQ0447'FORKS, TAKE RIGHT FORK AND GO 0.9 MILE.  LEAVE ROAD AT THIS
 BQ0447'POINT AND DRIVE RIGHT (WEST) ACROSS VALLEY FLOOR ABOUT 1-1/2
 BQ0447'MILES TO THE MOUTH OF LARGEST CANYON AT THE EAST FOOT OF
 BQ0447'THE MOUNTAIN (THIS CANYON IS THE MOST SOUTHERN OF THE
 BQ0447'CANYONS ON THE MOUNTAIN).  END OF TRUCK TRAVEL.  FROM
 BQ0447'THIS POINT PACK UP THE CANYON (ALWAYS BEARING TO THE LEFT
 BQ0447'THUS STAYING IN CANYON LEADING TO THE HIGHEST POINT OF
 BQ0447'THE MOUNTAIN) TO EDGE OF RIM AND STATION ON HIGHEST GROUND
 BQ0447'ON THE RIGHT AT THE END OF CANYON.  ABOUT 1-1/2 HOUR
 BQ0447'PACK WITH HEAVY LOAD.  TO REACH FROM VALENTINE POST
 BQ0447'OFFICE, GO SOUTH ON U.S. HIGHWAY 90, 0.3 MILE TO
 BQ0447'RAILROAD CROSSING AND CONTINUE ABOUT 50 YARDS.  LEAVE U.S.
 BQ0447'HIGHWAY 90 AND TURN RIGHT ON UNIMPROVED ROAD AND GO SOUTH
 BQ0447'1.8 MILES TO A CATTLEGUARD AND FORKS, TAKE RIGHT FORK
 BQ0447'AND GO 5.5 MILES, THEN STRAIGHT AHEAD ON LEFT FORK 0.4
 BQ0447'MILE, THEN STRAIGHT AHEAD ON LEFT FORK 3.6 MILES, THEN RIGHT
 BQ0447'FORK ON MAIN ROAD 6.6 MILES TO BRITES RANCH.  FROM BRITES
 BQ0447'RANCH CONTINUE AS ABOVE TO THE TOP OF MOUNTAIN AND STATION.
 BQ0447'
 BQ0447'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BQ0447'DISKS SET IN BOULDERS AS DESCRIBED.
 BQ0447'
 BQ0447'REFERENCE MARK NO. 1 IS EAST OF STATION AND PROJECTS 15 INCHES.
 BQ0447'
 BQ0447'REFERENCE MARK NO. 2 IS NORTH OF THE STATION AND 2 FEET EAST
 BQ0447'OF THE CLIFF, SET FLUSH WITH THE GROUND.
 BQ0447'
 BQ0447'AZIMUTH MARK IS NORTH OF THE STATION AND ON THE FIRST RIDGE
 BQ0447'NORTH AND ABOUT 3 FEET EAST OF THE EDGE OF THE RIM, SET FLUSH
 BQ0447'WITH THE GROUND.
 BQ0447'
 BQ0447'A 4-FOOT STAND WILL CLEAR ALL LINES.
 BQ0447
 BQ0447                          STATION RECOVERY (1942)
 BQ0447
 BQ0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0447'STATION IS LOCATED ON THE HIGHEST POINT OF CAPOTE MOUNTAIN,
 BQ0447'ABOUT 21 MILES S OF VALENTINE, 13 MILES NE OF CANDELARIA, AND
 BQ0447'3-1/2 MILES S OF BRITES RANCH.  IT IS 22 FEET SW OF A 7-FOOT
 BQ0447'U.S.G.S. CAIRN AND 18 FEET E OF THE W RIM.
 BQ0447'
 BQ0447'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS
 BQ0447'WERE FOUND TO BE AS DESCRIBED EXCEPT FOR A SLIGHT
 BQ0447'DISCREPANCY IN THE MEASUREMENTES.
 BQ0447'
 BQ0447'STATION MARK IS STAMPED CAPOTE 1934.
 BQ0447'
 BQ0447'REFERENCE MARK NO. 1 IS 3 FEET LOWER THAN THE STATION MARK.
 BQ0447'IT IS STAMPED CAPOTE NO. 1 1934.
 BQ0447'
 BQ0447'REFERENCE MARK NO. 2 IS THE SAME HEIGHT AS THE STATION MARK.
 BQ0447'IT IS 2 FEET E OF THE W RIM AND STAMPED CAPOTE NO. 2 1934.
 BQ0447'
 BQ0447'THE AZIMUTH MARK IS ON A LOW RIDGE APPROXIMATELY 100 FEET
 BQ0447'LOWER THAN THE STATION, AND IS 3 FEET E OF THE W RIM.  IT IS
 BQ0447'STAMPED CAPOTE 1934.
 BQ0447'
 BQ0447'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE GO E ON
 BQ0447'U.S. HIGHWAY 90 FOR 0.3 MILE TO SOUTHERN PACIFIC RAILROAD
 BQ0447'CROSSING, CONTINUE ON U.S. HIGHWAY 90 FOR 50 YARDS, TURN
 BQ0447'RIGHT, S, ONTO AN UNIMPROVED DIRT ROAD JUST W OF AN ADOBE
 BQ0447'HOUSE, GO 1.8 MILES TO A CATTLE GUARD, CROSS THE CATTLE GUARD
 BQ0447'AND CONTINUE STRAIGHT AHEAD, SOUTHERLY, ON THE MAIN-TRAVELED
 BQ0447'ROAD 0.6 MILE TO A FORKS, KEEP STRAIGHT AHEAD ON RIGHT FORK,
 BQ0447'MAIN-TRAVELED ROAD, GO 2.4 MILES TO FORKS, KEEP STRAIGHT
 BQ0447'AHEAD ON LEFT FORK, GO 1.1 MILES TO A CATTLE GUARD, CROSS
 BQ0447'CATTLE GUARD AND CONTINUE SOUTHERLY 1.5 MILES TO FORKS, KEEP
 BQ0447'STRAIGHT AHEAD S ON LEFT FORK, GO 4.5 MILES TO SOME SMALL
 BQ0447'TANKS ON THE RIGHT AND CROSSROADS, CONTINUE S ON THE
 BQ0447'MAIN-TRAVELED ROAD FOR 5.9 MILES TO BRITES RANCH, BEAR
 BQ0447'LEFT THROUGH A CATTLE GUARD, GO 0.8 MILE TO FORKS, TAKE
 BQ0447'THE RIGHT FORK, GO 1.0 MILE TO FORKS, TAKE RIGHT FORK, GO
 BQ0447'1.5 MILES TO A WIRE GATE, TURN RIGHT ALONG FENCE AND GO
 BQ0447'WESTERLY 1.0 MILE TO A FENCE CORNER, FROM THIS POINT HEAD
 BQ0447'SOUTHWESTERLY TOWARD THE MOUTH OF A LARGE CANYON, GO 0.3
 BQ0447'MILE TO THE EDGE OF A WASH NEAR THE MOUTH OF THE
 BQ0447'CANYON AND THE END OF TRUCK TRAVEL.  FROM HERE PACK UP
 BQ0447'THE RIDGE TO THE LEFT OF THE CANYON A DISTANCE OF
 BQ0447'ABOUT 1 MILE, CROSS OVER THE CANYON ONTO THE RIDGE TO
 BQ0447'THE RIGHT OF THE CANYON AND FOLLOW IT TO THE HIGHEST
 BQ0447'POINT AND THE STATION.  A 1 1/2-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0899 ***********************************************************************
 GK0899  DESIGNATION -  CAPPS
 GK0899  PID         -  GK0899
 GK0899  STATE/COUNTY-  TX/SHERMAN
 GK0899  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0899
 GK0899                         *CURRENT SURVEY CONTROL
 GK0899  ___________________________________________________________________
 GK0899* NAD 83(1993)-  36 03 47.96747(N)    101 40 34.88979(W)     ADJUSTED  
 GK0899* NAVD 88     -      1039.     (meters)    3409.     (feet)  SCALED    
 GK0899  ___________________________________________________________________
 GK0899  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 GK0899  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 GK0899
 GK0899  HORZ ORDER  -  FIRST
 GK0899
 GK0899.The horizontal coordinates were established by classical geodetic methods
 GK0899.and adjusted by the National Geodetic Survey in February 1996..
 GK0899
 GK0899.The orthometric height was scaled from a topographic map.
 GK0899
 GK0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0899
 GK0899.The geoid height was determined by GEOID03.
 GK0899
 GK0899;                    North         East     Units Scale Factor Converg.
 GK0899;SPC TX N     - 1,228,918.859   184,112.028   MT  0.99997421   -0 06 07.9
 GK0899;SPC TX N     - 4,031,877.96    604,040.88   sFT  0.99997421   -0 06 07.9
 GK0899;UTM  14      - 3,994,287.645   258,952.046   MT  1.00031600   -1 34 34.6
 GK0899
 GK0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0899!SPC TX N     -   0.99984105  x   0.99997421  =   0.99981526
 GK0899!UTM  14      -   0.99984105  x   1.00031600  =   1.00015700
 GK0899
 GK0899:                Primary Azimuth Mark                     Grid Az
 GK0899:SPC TX N     -  G 380                                    082 49 49.5
 GK0899:UTM  14      -  G 380                                    084 18 16.2
 GK0899
 GK0899|---------------------------------------------------------------------|
 GK0899| PID    Reference Object                     Distance      Geod. Az  |
 GK0899|                                                           dddmmss.s |
 GK0899| GK0636 G 380                                              0824341.6 |
 GK0899| CM8587 CAPPS RM 1                           39.676 METERS 15717     |
 GK0899| CM8588 CAPPS RM 2                           51.547 METERS 22437     |
 GK0899| GK0906 SUNRAY MUNICIPAL TANK               APPROX.14.0 KM 2490558.0 |
 GK0899|---------------------------------------------------------------------|
 GK0899
 GK0899                          SUPERSEDED SURVEY CONTROL
 GK0899
 GK0899  NAD 83(1993)-  36 03 47.96712(N)    101 40 34.88995(W) AD(       ) 1
 GK0899  NAD 83(1986)-  36 03 47.97647(N)    101 40 34.87746(W) AD(       ) 1
 GK0899  NAD 27      -  36 03 47.85000(N)    101 40 33.27300(W) AD(       ) 1
 GK0899
 GK0899.Superseded values are not recommended for survey control.
 GK0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0899.See file dsdata.txt to determine how the superseded data were derived.
 GK0899
 GK0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5895294288(NAD 83)
 GK0899_MARKER: DS = TRIANGULATION STATION DISK
 GK0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0899
 GK0899  HISTORY     - Date     Condition        Report By
 GK0899  HISTORY     - 1953     MONUMENTED       CGS
 GK0899
 GK0899                          STATION DESCRIPTION
 GK0899
 GK0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0899'THE STATION IS LOCATED IN THE SOUTH EDGE OF A LARGE PASTURE.
 GK0899'IT IS 1/2 MILE WEST OF A WINDMILL AND FEEDING PENS, AND ABOUT
 GK0899'2-1/2 MILES NORTHWEST OF CAPPS RAILROAD SIDING ON THE ROCK
 GK0899'ISLAND RAILROAD.
 GK0899'
 GK0899'STATION IS A STANDARD DISK, STAMPED CAPPS 1953, SET IN THE TOP
 GK0899'OF A 1 FOOT SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 GK0899'GROUND.  IT IS 130 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED
 GK0899'FIELD AND 7 FEET SOUTH OF A WHITE WITNESS POST.
 GK0899'
 GK0899'REFERENCE MARK 2, STAMPED CAPPS NO 2 1952, IS A STANDARD DISK
 GK0899'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER THAT PROJECTS
 GK0899'8 INCHES.  IT IS 9-1/2 FEET EAST OF A FENCE CORNER AND 1 FOOT
 GK0899'NORTH OF A WIRE FENCE.
 GK0899'
 GK0899'REFERENCE MARK 1, STAMPED CAPPS NO 1 1952, IS A STANDARD DISK
 GK0899'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER THAT PROJECTS
 GK0899'4 INCHES.  IT IS 1 FOOT NORTH OF THE FENCE AND ABOUT THE SAME
 GK0899'ELEVATION AS THE STATION.
 GK0899'
 GK0899'BM G 380 WILL SERVE AS AZIMUTH MARK.  IT IS A STANDARD USC AND GS
 GK0899'BENCH MARK DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GK0899'MONUMENT AND STAMPED G 380 1943.  IT IS 45 FEET WEST OF THE
 GK0899'CENTER LINE OF ROAD, 45 FEET NORTHWEST OF A WIRE GATE, 3 FEET
 GK0899'EAST OF FENCE AND PROJECTS ABOUT 8 INCHES.  TO REACH THE MARK
 GK0899'FROM THE STATION GO EAST NORTHEAST 0.45 MILE TO A GATE NEAR A
 GK0899'SMALL BARN.  PASS THROUGH THE GATE AND GO EAST 0.45 MILE TO A
 GK0899'GATE.  PASS THROUGH THE GATE AND GO NORTHEAST 0.6 MILE TO A
 GK0899'GATE AND THE MARK ON THE LEFT.
 GK0899'
 GK0899'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MORSE GO WEST
 GK0899'0.15 MILE TO A CROSS ROAD.  TURN LEFT, SOUTH, AND GO 0.7 MILE
 GK0899'TO A CROSS ROAD.  TURN RIGHT, WEST, AND GO 9.5 MILES TO A
 GK0899'NORTH-SOUTH ROAD.  TURN RIGHT, NORTH, AND GO 0.9 MILE TO A WIRE
 GK0899'GATE ON THE LEFT.  TURN LEFT, SOUTHWEST, AND GO 0.6 MILE TO A
 GK0899'GATE.  PASS THROUGH THE GATE AND GO WEST 0.45 MILE TO A GATE
 GK0899'NEAR A SMALL BARN.  PASS THROUGH THE GATE AND GO WEST SOUTHWEST
 GK0899'0.45 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0714 ***********************************************************************
 BN0714  DESIGNATION -  CAPPS ET
 BN0714  PID         -  BN0714
 BN0714  STATE/COUNTY-  TX/SAN SABA
 BN0714  USGS QUAD   -  FREDONIA (1962)
 BN0714
 BN0714                         *CURRENT SURVEY CONTROL
 BN0714  ___________________________________________________________________
 BN0714* NAD 83(1993)-  30 56 55.88404(N)    099 04 52.14913(W)     ADJUSTED  
 BN0714* NAVD 88     -       556.3    (meters)    1825.     (feet)  VERTCON   
 BN0714  ___________________________________________________________________
 BN0714  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BN0714  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 BN0714
 BN0714  HORZ ORDER  -  THIRD
 BN0714
 BN0714.The horizontal coordinates were established by classical geodetic methods
 BN0714.and adjusted by the National Geodetic Survey in February 1996..
 BN0714
 BN0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0714
 BN0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0714
 BN0714.The geoid height was determined by GEOID03.
 BN0714
 BN0714;                    North         East     Units Scale Factor Converg.
 BN0714;SPC TX C     - 3,142,810.399   819,635.754   MT  0.99988216   +0 38 41.8
 BN0714;SPC TX C     -10,311,037.12  2,689,088.30   sFT  0.99988216   +0 38 41.8
 BN0714;UTM  14      - 3,423,936.815   492,248.554   MT  0.99960074   -0 02 30.2
 BN0714
 BN0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0714!SPC TX C     -   0.99991627  x   0.99988216  =   0.99979844
 BN0714!UTM  14      -   0.99991627  x   0.99960074  =   0.99951705
 BN0714
 BN0714:                Primary Azimuth Mark                     Grid Az
 BN0714:SPC TX C     -  LIME                                     181 04 57.9
 BN0714:UTM  14      -  LIME                                     181 46 09.9
 BN0714
 BN0714|---------------------------------------------------------------------|
 BN0714| PID    Reference Object                     Distance      Geod. Az  |
 BN0714|                                                           dddmmss.s |
 BN0714| BN0715 LIME                                APPROX.10.4 KM 1814339.7 |
 BN0714|---------------------------------------------------------------------|
 BN0714
 BN0714                          SUPERSEDED SURVEY CONTROL
 BN0714
 BN0714  NAD 83(1986)-  30 56 55.89371(N)    099 04 52.13436(W) AD(       ) 3
 BN0714  NAD 27      -  30 56 55.28131(N)    099 04 50.95217(W) AD(       ) 3
 BN0714  NGVD 29 (07/19/86)  556.2    (m)         1825.     (f) VERT ANG       
 BN0714
 BN0714.Superseded values are not recommended for survey control.
 BN0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0714.See file dsdata.txt to determine how the superseded data were derived.
 BN0714
 BN0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV9224923937(NAD 83)
 BN0714_MARKER: DD = SURVEY DISK
 BN0714_SETTING: 66 = SET IN ROCK OUTCROP
 BN0714_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BN0714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0714+STABILITY: POSITION/ELEVATION WELL
 BN0714
 BN0714  HISTORY     - Date     Condition        Report By
 BN0714  HISTORY     - 1961     MONUMENTED       USGS
 BN0714
 BN0714                          STATION DESCRIPTION
 BN0714
 BN0714'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BN0714'LOCATED ABOUT 19.5 MI. (AIRLINE) SE. OF BRADY, TEXAS, AND 2.1 MI.
 BN0714'(AIRLINE) NE. OF FREDONIA, TEXAS, ON A PROMINENT WOODED HILL.
 BN0714'
 BN0714'TO REACH STATION FROM COURTHOUSE AT BRADY, TEXAS, DRIVE S. ON U.S.
 BN0714'HIGHWAY 87-377 2.8 MI. TO JUNCTION OF RANCH ROAD 734, TURN E. AND GO
 BN0714'19 MI. SE. TO FREDONIA, TEXAS, THEN CONTINUE E. ON ROAD 734 0.7 MI.
 BN0714'TO DIRT RD. LEADING N., TURN N. AND GO 1.8 MI. TO W. SIDE OF PROMINENT
 BN0714'HILL (0.5 MI. S. OF T-RD. E.) AND END OF TRUCK TRAVEL, PACK EASTERLY
 BN0714'TO TOP OF HILL AND STATION, 10 MINUTE PACK.
 BN0714'
 BN0714'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE ON TOP OF ROCK
 BN0714'OUTCROP PROJECTING ABOUT 0.5 FT. ABOVE GROUND, STAMPED ---CAPPS-ET
 BN0714'1961---.
 BN0714'
 BN0714'REFERENCE MARK--A STANDARD USCE TABLET STAMPED ---SS 9 R 1961---,
 BN0714'CEMENTED IN A DRILL HOLE ON TOP OF A ROCK LEDGE 2 FT. BELOW AND 54.73
 BN0714'FT., S 49 DEG 15 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0901 ***********************************************************************
 GK0901  DESIGNATION -  CAPPS RR SID CATOR GRAIN ELEV
 GK0901  PID         -  GK0901
 GK0901  STATE/COUNTY-  TX/MOORE
 GK0901  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0901
 GK0901                         *CURRENT SURVEY CONTROL
 GK0901  ___________________________________________________________________
 GK0901* NAD 83(1993)-  36 02 16.34311(N)    101 38 27.90386(W)     ADJUSTED  
 GK0901* NAVD 88     -                                                        
 GK0901  ___________________________________________________________________
 GK0901  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 GK0901  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 GK0901
 GK0901  HORZ ORDER  -  THIRD
 GK0901
 GK0901.The horizontal coordinates were established by classical geodetic methods
 GK0901.and adjusted by the National Geodetic Survey in February 1996..
 GK0901
 GK0901
 GK0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0901
 GK0901.The geoid height was determined by GEOID03.
 GK0901
 GK0901;                    North         East     Units Scale Factor Converg.
 GK0901;SPC TX N     - 1,226,089.775   187,285.789   MT  0.99996931   -0 04 54.3
 GK0901;SPC TX N     - 4,022,596.20    614,453.46   sFT  0.99996931   -0 04 54.3
 GK0901;UTM  14      - 3,991,376.914   262,053.052   MT  1.00029770   -1 33 16.3
 GK0901
 GK0901                          SUPERSEDED SURVEY CONTROL
 GK0901
 GK0901  NAD 83(1993)-  36 02 16.34278(N)    101 38 27.90389(W) AD(       ) 4
 GK0901  NAD 83(1986)-  36 02 16.35185(N)    101 38 27.89088(W) AD(       ) 4
 GK0901  NAD 27      -  36 02 16.22400(N)    101 38 26.28400(W) AD(       ) 3
 GK0901
 GK0901.Superseded values are not recommended for survey control.
 GK0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0901.See file dsdata.txt to determine how the superseded data were derived.
 GK0901
 GK0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6205391377(NAD 83)
 GK0901_MARKER: 65 = GRAIN ELEVATOR
 GK0901
 GK0901  HISTORY     - Date     Condition        Report By
 GK0901  HISTORY     - 1953     FIRST OBSERVED   CGS
 GK0901
 GK0901                          STATION DESCRIPTION
 GK0901
 GK0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0901'THE ELEVATOR IS LOCATED AT THE CAPPS SIDING OF THE ROCK ISLAND
 GK0901'AND SANTA FE RAILROAD, WHICH IS ABOUT 10 MILES EAST AND ONE
 GK0901'MILE NORTH OF SUNRAY.  IT IS THE EASTERLY ONE OF THREE ELEVATORS.
 GK0901'
 GK0901'THE ELEVATOR IS OF WOOD AND CORRUGATED IRON CONSTRUCTION, AND
 GK0901'IS ABOUT 50 FEET HIGH WITH A 12 FOOT HEADHOUSE.  THE CENTER
 GK0901'OF THE HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0900 ***********************************************************************
 GK0900  DESIGNATION -  CAPPS RR SID GLUCK GRAIN ELEV
 GK0900  PID         -  GK0900
 GK0900  STATE/COUNTY-  TX/MOORE
 GK0900  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0900
 GK0900                         *CURRENT SURVEY CONTROL
 GK0900  ___________________________________________________________________
 GK0900* NAD 83(1993)-  36 02 16.37451(N)    101 38 37.64403(W)     ADJUSTED  
 GK0900* NAVD 88     -                                                        
 GK0900  ___________________________________________________________________
 GK0900  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GK0900  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 GK0900
 GK0900  HORZ ORDER  -  THIRD
 GK0900
 GK0900.The horizontal coordinates were established by classical geodetic methods
 GK0900.and adjusted by the National Geodetic Survey in February 1996..
 GK0900
 GK0900
 GK0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0900
 GK0900.The geoid height was determined by GEOID03.
 GK0900
 GK0900;                    North         East     Units Scale Factor Converg.
 GK0900;SPC TX N     - 1,226,091.094   187,041.968   MT  0.99996931   -0 04 60.0
 GK0900;SPC TX N     - 4,022,600.53    613,653.52   sFT  0.99996931   -0 04 60.0
 GK0900;UTM  14      - 3,991,384.502   261,809.265   MT  1.00029913   -1 33 22.1
 GK0900
 GK0900                          SUPERSEDED SURVEY CONTROL
 GK0900
 GK0900  NAD 83(1993)-  36 02 16.37417(N)    101 38 37.64407(W) AD(       ) 4
 GK0900  NAD 83(1986)-  36 02 16.38324(N)    101 38 37.63109(W) AD(       ) 4
 GK0900  NAD 27      -  36 02 16.25300(N)    101 38 36.01700(W) AD(       ) 3
 GK0900
 GK0900.Superseded values are not recommended for survey control.
 GK0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0900.See file dsdata.txt to determine how the superseded data were derived.
 GK0900
 GK0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6180991385(NAD 83)
 GK0900_MARKER: 65 = GRAIN ELEVATOR
 GK0900
 GK0900  HISTORY     - Date     Condition        Report By
 GK0900  HISTORY     - 1953     FIRST OBSERVED   CGS
 GK0900
 GK0900                          STATION DESCRIPTION
 GK0900
 GK0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0900'THE ELEVATOR IS LOCATED AT THE CAPPS SIDING OF THE ROCK ISLAND
 GK0900'AND SANTA FE RAILROAD, AND IS THE WESTERLY ONE OF THREE ELEVATORS.
 GK0900'
 GK0900'THE ELEVATOR IS OF WOOD AND CORRUGATED IRON CONSTRUCTION, AND
 GK0900'IS ABOUT 40 FEET HIGH WITH A 15 FOOT HEADHOUSE.  THE CENTER
 GK0900'OF THE HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1133 ***********************************************************************
 CT1133  DESIGNATION -  CAPS
 CT1133  PID         -  CT1133
 CT1133  STATE/COUNTY-  TX/TAYLOR
 CT1133  USGS QUAD   -  ABILENE WEST (1987)
 CT1133
 CT1133                         *CURRENT SURVEY CONTROL
 CT1133  ___________________________________________________________________
 CT1133* NAD 83(1993)-  32 22 30.99708(N)    099 50 54.56529(W)     ADJUSTED  
 CT1133* NAVD 88     -       562.     (meters)    1844.     (feet)  SCALED    
 CT1133  ___________________________________________________________________
 CT1133  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CT1133  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CT1133
 CT1133  HORZ ORDER  -  THIRD
 CT1133
 CT1133.The horizontal coordinates were established by classical geodetic methods
 CT1133.and adjusted by the National Geodetic Survey in February 1996..
 CT1133
 CT1133.The orthometric height was scaled from a topographic map.
 CT1133
 CT1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1133
 CT1133.The geoid height was determined by GEOID03.
 CT1133
 CT1133;                    North         East     Units Scale Factor Converg.
 CT1133;SPC TXNC     - 2,079,393.293   473,109.513   MT  0.99994178   -0 44 07.7
 CT1133;SPC TXNC     - 6,822,142.83  1,552,193.46   sFT  0.99994178   -0 44 07.7
 CT1133;UTM  14      - 3,582,350.024   420,182.446   MT  0.99967856   -0 27 15.7
 CT1133
 CT1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1133!SPC TXNC     -   0.99991603  x   0.99994178  =   0.99985781
 CT1133!UTM  14      -   0.99991603  x   0.99967856  =   0.99959461
 CT1133
 CT1133:                Primary Azimuth Mark                     Grid Az
 CT1133:SPC TXNC     -  AIRPORT BCN DYESS AFB ABILENE            010 56 51.8
 CT1133:UTM  14      -  AIRPORT BCN DYESS AFB ABILENE            010 39 59.8
 CT1133
 CT1133|---------------------------------------------------------------------|
 CT1133| PID    Reference Object                     Distance      Geod. Az  |
 CT1133|                                                           dddmmss.s |
 CT1133| CT1135 AIRPORT BCN DYESS AFB ABILENE       APPROX. 5.9 KM 0101244.1 |
 CT1133| CT1130 DYESS AFB COMM BLDG RADIO MAST      APPROX. 5.2 KM 0143729.4 |
 CT1133| CX6860 CAPS AZ MK                                         1460347.1 |
 CT1133| CX6862 CAPS RM 2                            16.882 METERS 25219     |
 CT1133| CT1153 MERKEL MAGNOLIA PLINE CO MAST       APPROX.12.2 KM 2914110.1 |
 CT1133| CT1155 DYESS AFB NW SSB RADIO MAST         APPROX. 5.5 KM 3273403.6 |
 CT1133| CT1154 DYESS AFB SE SSB RADIO MAST         APPROX. 5.2 KM 3301324.6 |
 CT1133| CT1132 DYESS AFB OLD WATER TANK            APPROX. 5.4 KM 3440530.7 |
 CT1133| CX6861 CAPS RM 1                            20.152 METERS 35346     |
 CT1133|---------------------------------------------------------------------|
 CT1133
 CT1133                          SUPERSEDED SURVEY CONTROL
 CT1133
 CT1133  NAD 83(1986)-  32 22 31.00344(N)    099 50 54.55323(W) AD(       ) 3
 CT1133  NAD 27      -  32 22 30.54410(N)    099 50 53.22900(W) AD(       ) 3
 CT1133
 CT1133.Superseded values are not recommended for survey control.
 CT1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1133.See file dsdata.txt to determine how the superseded data were derived.
 CT1133
 CT1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2018282350(NAD 83)
 CT1133_MARKER: DS = TRIANGULATION STATION DISK
 CT1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1133
 CT1133  HISTORY     - Date     Condition        Report By
 CT1133  HISTORY     - 1961     MONUMENTED       CGS
 CT1133  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 CT1133  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT1133
 CT1133                          STATION DESCRIPTION
 CT1133
 CT1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1133'THE STATION IS 5-1/2 MILES SOUTH OF TYE, 0.1 MILE NORTHWEST
 CT1133'OF THE JUNCTION OF U.S. HIGHWAY 277 AND FARM ROAD 707, IN THE
 CT1133'SMALL SETTLEMENT OF CAPS AND AT THE NORTHEAST SIDE OF THE
 CT1133'CAPS METHODIST CHURCH.
 CT1133'
 CT1133'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 CT1133'277, 84, 83 AND 80 AT THE WEST EDGE OF ABILENE, GO SOUTHWEST
 CT1133'ON U.S. HIGHWAY 277 FOR 8.0 MILES TO THE JUNCTION OF U.S.
 CT1133'HIGHWAY 277 AND FARM ROAD 707.  (TURN LEFT AND GO SOUTH AND
 CT1133'SOUTHEAST ON FARM ROAD 707 FOR 0.25 MILE TO A CROSSROAD AND
 CT1133'THE AZIMUTH MARK IN THE SOUTH ANGLE OF THE CROSSROAD.) TURN
 CT1133'RIGHT AND GO NORTHERLY ON FARM ROAD 707 FOR 0.1 MILE TO THE
 CT1133'CAPS METHODIST CHURCH AND THE STATION ON THE LEFT.
 CT1133'
 CT1133'STATION MARKS ARE STANDARD DISKS STAMPED CAPS 1961.  THE SURFACE
 CT1133'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 CT1133'SURFACE OF THE GROUND.  IT IS 154 FEET SOUTHWEST OF THE CENTER
 CT1133'OF A INTERSECTION OF FARM ROAD 707 AND A GRAVEL ROAD, 91 FEET
 CT1133'NORTHEAST OF THE NORTHEAST CORNER OF THE CAPS METHODIST CHURCH
 CT1133'AND 47 FEET SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD.  THE
 CT1133'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 CT1133'INCHES BELOW THE SURFACE OF THE GROUND.
 CT1133'
 CT1133'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CAPS NO 1 1961,
 CT1133'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 CT1133'IS 138 FEET WEST OF THE CENTER OF THE INTERSECTION OF FARM
 CT1133'ROAD 707 AND A GRAVEL ROAD, 20 FEET NORTHWEST OF THE CENTER
 CT1133'OF THE GRAVEL ROAD AND 1 FOOT SOUTHEAST OF A FENCE.
 CT1133'
 CT1133'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CAPS NO 2 1961,
 CT1133'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 CT1133'OF THE GROUND.  IT IS 90 FEET NORTHWEST OF THE NORTHWEST
 CT1133'CORNER OF THE CAPS METHODIST CHURCH AND 48 FEET SOUTHEAST
 CT1133'OF THE CENTER OF THE GRAVEL ROAD.
 CT1133'
 CT1133'AZIMUTH MARK, A STANDARD DISK STAMPED CAPS 1961, IS SET IN
 CT1133'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 84 FEET
 CT1133'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 60 FEET SOUTHWEST
 CT1133'OF THE CENTER OF FARM ROAD 707, 14 FEET SOUTHEAST OF A POWER
 CT1133'POLE, 7 FEET EAST OF A FENCE CORNER POST, 2 FEET NORTHWEST
 CT1133'OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 CT1133'
 CT1133'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT1133
 CT1133                          STATION RECOVERY (1994)
 CT1133
 CT1133'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1133'MARK NOT FOUND.
 CT1133
 CT1133                          STATION RECOVERY (2001)
 CT1133
 CT1133'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT1133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0078 ***********************************************************************
 AM0078  TIDAL BM    -  This is a Tidal Bench Mark.
 AM0078  DESIGNATION -  CAPTAIN
 AM0078  PID         -  AM0078
 AM0078  STATE/COUNTY-  TX/BRAZORIA
 AM0078  USGS QUAD   -  FREEPORT (1974)
 AM0078
 AM0078                         *CURRENT SURVEY CONTROL
 AM0078  ___________________________________________________________________
 AM0078* NAD 83(1993)-  28 56 05.87079(N)    095 17 59.19486(W)     ADJUSTED  
 AM0078* NAVD 88     -         2.97   (+/-2cm)       9.7    (feet)  VERTCON   
 AM0078  ___________________________________________________________________
 AM0078  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AM0078  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0078
 AM0078  HORZ ORDER  -  SECOND
 AM0078  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0078
 AM0078.The horizontal coordinates were established by classical geodetic methods
 AM0078.and adjusted by the National Geodetic Survey in February 1996..
 AM0078
 AM0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0078.The vertical order pertains to the NGVD 29 superseded value.
 AM0078
 AM0078.This Tidal Bench Mark is designated as VM 7902
 AM0078.by the Center for Operational Oceanographic Products and Services.
 AM0078
 AM0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0078
 AM0078.The geoid height was determined by GEOID03.
 AM0078
 AM0078;                    North         East     Units Scale Factor Converg.
 AM0078;SPC TXSC     - 4,127,796.937   960,670.419   MT  0.99988744   +1 48 46.0
 AM0078;SPC TXSC     -13,542,613.78  3,151,799.53   sFT  0.99988744   +1 48 46.0
 AM0078;UTM  15      - 3,202,957.646   275,829.622   MT  1.00022017   -1 06 47.3
 AM0078
 AM0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0078!SPC TXSC     -   1.00000367  x   0.99988744  =   0.99989111
 AM0078!UTM  15      -   1.00000367  x   1.00022017  =   1.00022384
 AM0078
 AM0078:                Primary Azimuth Mark                     Grid Az
 AM0078:SPC TXSC     -  WELL USE 1912 1931 1933                  032 05 34.0
 AM0078:UTM  15      -  WELL USE 1912 1931 1933                  035 01 07.3
 AM0078
 AM0078|---------------------------------------------------------------------|
 AM0078| PID    Reference Object                     Distance      Geod. Az  |
 AM0078|                                                           dddmmss.s |
 AM0078| AM0095 WELL USE 1912 1931 1933             APPROX. 2.3 KM 0335420.0 |
 AM0078| AM0074 CAPTAIN RM 1                         70.909 METERS 11407     |
 AM0078| AM0434 RL 200 USE                           25.821 METERS 27014     |
 AM0078| AM0430 E FREEPORT STAFFORD CHEM CO TK      APPROX. 3.9 KM 2931505.9 |
 AM0078| AM0423 DOW CHEM CO PLT A ORGANIC TANK      APPROX. 2.0 KM 3120802.9 |
 AM0078| AM0435 FREEPORT COAST GUARD BEACON         APPROX. 0.7 KM 3494934.5 |
 AM0078|---------------------------------------------------------------------|
 AM0078
 AM0078                          SUPERSEDED SURVEY CONTROL
 AM0078
 AM0078  NAD 83(1986)-  28 56 05.87966(N)    095 17 59.17492(W) AD(       ) 2
 AM0078  NAD 27      -  28 56 04.99060(N)    095 17 58.39915(W) AD(       ) 2
 AM0078  NGVD 29 (??/??/92)    2.997  (m)            9.83   (f) ADJ UNCH    1 1
 AM0078
 AM0078.Superseded values are not recommended for survey control.
 AM0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0078.See file dsdata.txt to determine how the superseded data were derived.
 AM0078
 AM0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7583002958(NAD 83)
 AM0078_MARKER: DS = TRIANGULATION STATION DISK
 AM0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0078_SP_SET: CONCRETE POST
 AM0078_STAMPING: CAPTAIN 1978
 AM0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0078+STABILITY: SURFACE MOTION
 AM0078
 AM0078  HISTORY     - Date     Condition        Report By
 AM0078  HISTORY     - 1978     MONUMENTED       NGS
 AM0078  HISTORY     - 1978     GOOD             NGS
 AM0078  HISTORY     - 1982     GOOD             NOS
 AM0078  HISTORY     - 1990     GOOD             USPSQD
 AM0078  HISTORY     - 19940416 GOOD             USPSQD
 AM0078  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0078
 AM0078                          STATION DESCRIPTION
 AM0078
 AM0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0078'THE STATION IS LOCATED 3-1/2 MILES EAST-SOUTHEAST OF FREEPORT,
 AM0078'3/4 MILE SOUTHEAST OF THE CONFLUENCE OF THE INTRACOASTAL
 AM0078'WATERWAY AND THE FREEPORT HARBOR CHANNEL, AT THE NORTHEAST
 AM0078'END OF QUINTANA BEACH, AND NEAR THE SOUTHWEST BANK OF THE
 AM0078'FREEPORT HARBOR CHANNEL.
 AM0078'
 AM0078'TO REACH THE STATION FROM THE POST OFFICE IN FREEPORT, GO WEST
 AM0078'ON SKINNER STREET FOR 0.1 MILE TO THE JUNCTION OF STATE
 AM0078'HIGHWAY 288.  TURN LEFT AND GO SOUTH AND EAST ON STATE HIGHWAY
 AM0078'288 FOR 3.5 MILES TO THE JUNCTION OF FARM ROAD 1495.  TURN
 AM0078'RIGHT AND GO SOUTHERLY ON FARM ROAD 1495 FOR 1.3 MILES TO THE
 AM0078'BRIDGE OVER THE INTRACOASTAL WATERWAY.  CONTINUE AHEAD SOUTHERLY
 AM0078'AND EASTERLY ON FARM ROAD 1495 FOR 0.4 MILE TO A CROSSROAD.
 AM0078'TURN LEFT AND GO NORTHERLY ON COUNTY ROAD 723 FOR 2.1 MILES TO
 AM0078'A T-JUNCTION.  TURN RIGHT AND GO EAST AND NORTHERLY ON COUNTY
 AM0078'ROAD 723 FOR 0.5 MILE TO A T-JUNCTION.  TURN RIGHT AND GO EAST
 AM0078'FOR 0.1 MILE TO THE END OF BLACK TOP AND SHARP CURVE LEFT.
 AM0078'TURN LEFT AND CONTINUE ON GRAVEL ROAD FOR 0.3 MILE TO A KNOLL
 AM0078'ON THE RIGHT AND STATION ON THE RIGHT.
 AM0078'
 AM0078'THE STATION IS A STANDARD NGS DISK
 AM0078'STAMPED---CAPTAIN 1978---,
 AM0078'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0078'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AM0078'229 FEET SOUTHWEST FROM THE CENTER OF A DIRT ROAD,
 AM0078'235 FEET WEST FROM THE HIGH WATER LINE,
 AM0078'206 FEET SOUTHWEST FROM A UTILITY POLE WITH TRANSFORMER, AND
 AM0078'4.4 FEET EAST-NORTHEAST FROM A METAL WITNESS POST.
 AM0078'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AM0078'STAMPED---CAPTAIN 1978---,
 AM0078'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE GROUND.
 AM0078'
 AM0078'REFERENCE MARK 1 IS A STANDARD NOS STATION MARK DISK
 AM0078'STAMPED---CAPTAIN 1978 RM 1---,
 AM0078'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0078'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AM0078'60 FEET SOUTH FROM A UTILITY POLE WITH TRANSFORMER,
 AM0078'43 FEET WEST FROM THE HIGH WATER LINE, AND
 AM0078'4.3 FEET NORTH FROM A METAL WITNESS POST.
 AM0078'
 AM0078'REFERENCE MARK IS A US ARMY CORPS OF ENGINEERS DISK
 AM0078'STAMPED---RL 200---,
 AM0078'CLAMPED TO THE TOP OF A STEEL ROD PROJECTING 14 INCHES ABOVE
 AM0078'THE GROUND.  IT IS
 AM0078'80 FEET SOUTHWEST FROM A METAL WITNESS POST,
 AM0078'35 FEET NORTH-NORTHEAST FROM A HIGH POINT OF GROUND, AND
 AM0078'2.4 FEET SOUTHEAST FROM A METAL WITNESS POST.
 AM0078'
 AM0078'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
 AM0078
 AM0078                          STATION RECOVERY (1978)
 AM0078
 AM0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0078'5.4 MI SE FROM FREEPORT.
 AM0078'2.4 MILES SOUTH ALONG FARM ROAD 1495 FROM THE POST OFFICE IN FREEPORT,
 AM0078'THENCE 2.1 MILES NORTHEAST ALONG COUNTY ROAD 723 TO A (T)
 AM0078'INTERSECTION, THENCE 0.6 MILE SOUTHEAST ALONG COUNTY ROAD 723 TO THE
 AM0078'END OF THE PAVEMENT AND A SHARP CURVE, CONTINUE ALONG THE GRAVEL AND
 AM0078'DIRT ROAD 0.3 MILE TO A KNOLL, 189 FT. SOUTHWEST OF THE CENTERLINE OF
 AM0078'THE ROAD, 235 FT. NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER,
 AM0078'232 FT. NORTHWEST OF CAPTIAN RM 1, 155 FT. NORTH OF BENCH MARK W-0-A
 AM0078'USE.
 AM0078
 AM0078                          STATION RECOVERY (1982)
 AM0078
 AM0078'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0078'STATION RECOVER IN GOOD CONDITION AS DESCRIBED.
 AM0078
 AM0078                          STATION RECOVERY (1990)
 AM0078
 AM0078'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AM0078'RECOVERED IN GOOD CONDITION.
 AM0078
 AM0078                          STATION RECOVERY (1994)
 AM0078
 AM0078'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0078'RECOVERED IN GOOD CONDITION.
 AM0078
 AM0078                          STATION RECOVERY (2005)
 AM0078
 AM0078'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0074 ***********************************************************************
 AM0074  DESIGNATION -  CAPTAIN RM 1
 AM0074  PID         -  AM0074
 AM0074  STATE/COUNTY-  TX/BRAZORIA
 AM0074  USGS QUAD   -  FREEPORT (1974)
 AM0074
 AM0074                         *CURRENT SURVEY CONTROL
 AM0074  ___________________________________________________________________
 AM0074* NAD 83(1986)-  28 56 02.     (N)    095 17 55.     (W)     SCALED    
 AM0074* NAVD 88     -         1.76   (+/-2cm)       5.8    (feet)  VERTCON   
 AM0074  ___________________________________________________________________
 AM0074  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AM0074
 AM0074  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0074
 AM0074.The horizontal coordinates were scaled from a topographic map and have
 AM0074.an estimated accuracy of +/- 6 seconds.
 AM0074
 AM0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0074.The vertical order pertains to the NGVD 29 superseded value.
 AM0074
 AM0074.The geoid height was determined by GEOID03.
 AM0074
 AM0074;                    North         East    Units  Estimated Accuracy
 AM0074;SPC TXSC     - 4,127,680.      960,790.      MT  (+/- 180 meters Scaled)
 AM0074
 AM0074                          SUPERSEDED SURVEY CONTROL
 AM0074
 AM0074  NGVD 29 (??/??/92)    1.779  (m)            5.84   (f) ADJ UNCH    1 1
 AM0074
 AM0074.Superseded values are not recommended for survey control.
 AM0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0074.See file dsdata.txt to determine how the superseded data were derived.
 AM0074
 AM0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN759028(NAD 83)
 AM0074_MARKER: DB = BENCH MARK DISK
 AM0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0074_SP_SET: CONCRETE POST
 AM0074_STAMPING: CAPTAIN 1978 RM 1
 AM0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0074+STABILITY: SURFACE MOTION
 AM0074
 AM0074  HISTORY     - Date     Condition        Report By
 AM0074  HISTORY     - 1978     MONUMENTED       NOS
 AM0074  HISTORY     - 1978     GOOD             NGS
 AM0074  HISTORY     - 19940416 GOOD             USPSQD
 AM0074
 AM0074                          STATION DESCRIPTION
 AM0074
 AM0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0074'5.4 MI SE FROM FREEPORT.
 AM0074'2.4 MILES SOUTH ALONG FRAM ROAD 1495 FROM THE POST OFFICE IN FREEPORT,
 AM0074'THENCE 2.1 MILES NORTHEAST ALONG COUNTY ROAD 723 TO A (T) INTERSECTION
 AM0074'THENCE 0.6 MILE SOUTHEAST ALONG COUNTY ROAD 723 TO THE END OF THE
 AM0074'PAVEMENT AND A SHARP CURVE, CONTINUE ALONG THE GRAVEL AND DIRT ROAD
 AM0074'FOR 0.3 MILE, 112 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE
 AM0074'AROUND POPEYES BAIT STAND, 30 FT. NORTHWEST OF THE CENTERLINE OF A
 AM0074'SHELL AND DIRT ROAD, 159 FT. SOUTH OF A POWERLINE POLE WITH A
 AM0074'TRANSFORMER, 232 FT. SOUTHEAST OF STATION CAPTAIN.
 AM0074
 AM0074                          STATION RECOVERY (1994)
 AM0074
 AM0074'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0141 ***********************************************************************
 AN0141  DESIGNATION -  CARANCAHUA RM 1
 AN0141  PID         -  AN0141
 AN0141  STATE/COUNTY-  TX/CALHOUN
 AN0141  USGS QUAD   -  TURTLE BAY (1995)
 AN0141
 AN0141                         *CURRENT SURVEY CONTROL
 AN0141  ___________________________________________________________________
 AN0141* NAD 83(1986)-  28 39 12.     (N)    096 21 30.     (W)     SCALED    
 AN0141* NAVD 88     -         1.99   (+/-2cm)       6.5    (feet)  VERTCON   
 AN0141  ___________________________________________________________________
 AN0141  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN0141
 AN0141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0141
 AN0141.The horizontal coordinates were scaled from a topographic map and have
 AN0141.an estimated accuracy of +/- 6 seconds.
 AN0141
 AN0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0141.The vertical order pertains to the NGVD 29 superseded value.
 AN0141
 AN0141.The geoid height was determined by GEOID03.
 AN0141
 AN0141;                    North         East    Units  Estimated Accuracy
 AN0141;SPC TXSC     - 4,093,800.      858,220.      MT  (+/- 180 meters Scaled)
 AN0141
 AN0141                          SUPERSEDED SURVEY CONTROL
 AN0141
 AN0141  NGVD 29 (??/??/92)    2.078  (m)            6.82   (f) ADJ UNCH    2 0
 AN0141
 AN0141.Superseded values are not recommended for survey control.
 AN0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0141.See file dsdata.txt to determine how the superseded data were derived.
 AN0141
 AN0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS582724(NAD 83)
 AN0141_MARKER: DR = REFERENCE MARK DISK
 AN0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0141_SP_SET: SIDEWALK
 AN0141_STAMPING: CARANCAHUA NO 1 1934
 AN0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0141
 AN0141  HISTORY     - Date     Condition        Report By
 AN0141  HISTORY     - 1934     MONUMENTED       CGS
 AN0141  HISTORY     - 1973     GOOD             NGS
 AN0141  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0141
 AN0141                          STATION DESCRIPTION
 AN0141
 AN0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0141'9.7 MI W FROM PALACIOS.
 AN0141'ON THE PROPERTY OF EL CAMPO CLUB, CALHOUN COUNTY, ON THE EAST SIDE OF
 AN0141'CARANCAHUA BAY, AT THE SOUTHERNMOST CAMP HOUSE, ON THE WEST SIDE OF
 AN0141'THE HOUSE, IN FRONT OF THE MIDDLE STEPS FACING THE BAY, IN THE
 AN0141'CONCRETE SIDEWALK, 6.3 FEET NORTH OF THE EDGE OF THE WALK LEADING TO
 AN0141'THE BAY, AND 7 FEET EAST OF THE EDGE OF THE SHORE OF THE BAY.  A
 AN0141'STANDARD DISK.  STAMPED CARANCAHUA NO 1 1934.
 AN0141
 AN0141                          STATION RECOVERY (1973)
 AN0141
 AN0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0141'RECOVERED IN GOOD CONDITION.
 AN0141
 AN0141                          STATION RECOVERY (1998)
 AN0141
 AN0141'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0142 ***********************************************************************
 AN0142  DESIGNATION -  CARANCAHUA RM 2
 AN0142  PID         -  AN0142
 AN0142  STATE/COUNTY-  TX/CALHOUN
 AN0142  USGS QUAD   -  TURTLE BAY (1995)
 AN0142
 AN0142                         *CURRENT SURVEY CONTROL
 AN0142  ___________________________________________________________________
 AN0142* NAD 83(1986)-  28 39 11.     (N)    096 21 29.     (W)     SCALED    
 AN0142* NAVD 88     -         2.05   (+/-2cm)       6.7    (feet)  VERTCON   
 AN0142  ___________________________________________________________________
 AN0142  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN0142
 AN0142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0142
 AN0142.The horizontal coordinates were scaled from a topographic map and have
 AN0142.an estimated accuracy of +/- 6 seconds.
 AN0142
 AN0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0142.The vertical order pertains to the NGVD 29 superseded value.
 AN0142
 AN0142.The geoid height was determined by GEOID03.
 AN0142
 AN0142;                    North         East    Units  Estimated Accuracy
 AN0142;SPC TXSC     - 4,093,770.      858,240.      MT  (+/- 180 meters Scaled)
 AN0142
 AN0142                          SUPERSEDED SURVEY CONTROL
 AN0142
 AN0142  NGVD 29 (??/??/92)    2.140  (m)            7.02   (f) ADJ UNCH    2 0
 AN0142
 AN0142.Superseded values are not recommended for survey control.
 AN0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0142.See file dsdata.txt to determine how the superseded data were derived.
 AN0142
 AN0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS582724(NAD 83)
 AN0142_MARKER: DR = REFERENCE MARK DISK
 AN0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0142_STAMPING: CARANCAHUA NO 2 1934
 AN0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0142+STABILITY: SURFACE MOTION
 AN0142
 AN0142  HISTORY     - Date     Condition        Report By
 AN0142  HISTORY     - 1934     MONUMENTED       CGS
 AN0142  HISTORY     - 1973     GOOD             NGS
 AN0142  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0142
 AN0142                          STATION DESCRIPTION
 AN0142
 AN0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0142'9.7 MI W FROM PALACIOS.
 AN0142'ON THE PROPERTY OF EL CAMPO CLUB, CALHOUN COUNTY, ON THE EAST SIDE OF
 AN0142'CARANCAHUA BAY, 220 FEET EAST OF THE SHORELINE, 67 FEET SOUTH OF THE
 AN0142'CENTER LINE OF A DIRT ROAD ALONG THE SOUTH EDGE OF THE CAMP, AT THE
 AN0142'CARETAKERS HOUSE, 0.7 FOOT WEST OF THE EDGE OF THE BUILDING, AND UNDER
 AN0142'THE WEST GABLE OF THE HOUSE.  A STANDARD DISK, STAMPED CARANCAHUA NO 2
 AN0142'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 AN0142'GROUND.  NOTE-- MARK IS 3 FEET BELOW GROUND.  IT DOES NOT PROJECT.
 AN0142
 AN0142                          STATION RECOVERY (1973)
 AN0142
 AN0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0142'RECOVERED IN GOOD CONDITION.
 AN0142
 AN0142                          STATION RECOVERY (1998)
 AN0142
 AN0142'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1264 ***********************************************************************
 AJ1264  DESIGNATION -  CARBON
 AJ1264  PID         -  AJ1264
 AJ1264  STATE/COUNTY-  TX/BROOKS
 AJ1264  USGS QUAD   -  CAGE RANCH (1963)
 AJ1264
 AJ1264                         *CURRENT SURVEY CONTROL
 AJ1264  ___________________________________________________________________
 AJ1264* NAD 83(1993)-  27 07 25.54380(N)    098 08 51.08098(W)     ADJUSTED  
 AJ1264* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 AJ1264  ___________________________________________________________________
 AJ1264  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AJ1264  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AJ1264
 AJ1264  HORZ ORDER  -  FIRST
 AJ1264
 AJ1264.The horizontal coordinates were established by classical geodetic methods
 AJ1264.and adjusted by the National Geodetic Survey in February 1996..
 AJ1264
 AJ1264.The orthometric height was scaled from a topographic map.
 AJ1264
 AJ1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1264
 AJ1264.The geoid height was determined by GEOID03.
 AJ1264
 AJ1264;                    North         East     Units Scale Factor Converg.
 AJ1264;SPC TX S     - 5,161,482.686   334,943.092   MT  0.99989708   +0 09 36.1
 AJ1264;SPC TX S     -16,933,964.45  1,098,892.46   sFT  0.99989708   +0 09 36.1
 AJ1264;UTM  14      - 3,000,429.730   584,487.761   MT  0.99968812   +0 23 19.2
 AJ1264
 AJ1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1264!SPC TX S     -   0.99999850  x   0.99989708  =   0.99989558
 AJ1264!UTM  14      -   0.99999850  x   0.99968812  =   0.99968662
 AJ1264
 AJ1264|---------------------------------------------------------------------|
 AJ1264| PID    Reference Object                     Distance      Geod. Az  |
 AJ1264|                                                           dddmmss.s |
 AJ1264| CV3017 CARBON RM 1                          28.821 METERS 05940     |
 AJ1264| CV3016 CARBON AZ MK                                       0873508.2 |
 AJ1264| CV3018 CARBON RM 2                          26.670 METERS 14522     |
 AJ1264|---------------------------------------------------------------------|
 AJ1264
 AJ1264                          SUPERSEDED SURVEY CONTROL
 AJ1264
 AJ1264  NAD 83(1986)-  27 07 25.55293(N)    098 08 51.05384(W) AD(       ) 1
 AJ1264  NAD 27      -  27 07 24.38760(N)    098 08 50.03570(W) AD(       ) 1
 AJ1264
 AJ1264.Superseded values are not recommended for survey control.
 AJ1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1264.See file dsdata.txt to determine how the superseded data were derived.
 AJ1264
 AJ1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8448800430(NAD 83)
 AJ1264_MARKER: DS = TRIANGULATION STATION DISK
 AJ1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1264+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AJ1264
 AJ1264  HISTORY     - Date     Condition        Report By
 AJ1264  HISTORY     - 1961     MONUMENTED       CGS
 AJ1264  HISTORY     - 20010501 GOOD             FRONT
 AJ1264
 AJ1264                          STATION DESCRIPTION
 AJ1264
 AJ1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1264'THE STATION IS ABOUT 7 MILES SOUTH OF FALFURRIAS, 1 MILE NORTH
 AJ1264'OF A RAILROAD CROSSING AND A CARBON PLANT, AND ABOUT 50 YARDS
 AJ1264'EAST OF U.S. HIGHWAY 281, AND ON LAND OWNED BY MR. J.L. CAGE.
 AJ1264'
 AJ1264'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 285
 AJ1264'AND U.S. HIGHWAY 281 IN FALFURRIAS, GO SOUTHERLY ON HIGHWAY
 AJ1264'281 FOR 7.0 MILES TO A SIDE ROAD ON THE LEFT, JUST BEFORE
 AJ1264'REACHING A POWER LINE WHICH CROSSES OVER THE HIGHWAY.  TURN
 AJ1264'LEFT, CROSS OVER RAILROAD TRACKS TO A LOCKED GATE.  (KEY MAY
 AJ1264'BE OBTAINED FROM MR. CAGE, HIS PHONE NUMBER IS FA-5-3386)
 AJ1264'PASS THROUGH GATE AND THE STATION ON THE RIGHT.
 AJ1264'
 AJ1264'STATION MARKS ARE STANDARD DISKS STAMPED CARBON 1960.  THE SURFACE
 AJ1264'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AJ1264'IT IS 99 FEET SOUTHEAST OF THE INTERSECTION OF DIRT ROAD
 AJ1264'AND THE RAILROAD TRACKS, 82.5 FEET EAST OF THE EAST RAIL OF
 AJ1264'THE RAILROAD TRACKS, 52 FEET SOUTHEAST OF THE CENTER OF WOODEN
 AJ1264'GATE, 34 FEET SOUTH OF THE CENTER OF TRACK ROAD, AND 33 FEET
 AJ1264'EAST OF THE RAILWAY RIGHT-OF-WAY FENCE.  THE UNDERGOUND
 AJ1264'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 AJ1264'THE SURFACE OF THE GROUND.
 AJ1264'
 AJ1264'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CARBON NO 1
 AJ1264'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AJ1264'INCHES.  IT IS 15 FEET NORTH OF THE CENTER OF THE TRACK
 AJ1264'ROAD, 1 FOOT SOUTH OF THE FENCE, AND 2.5 FEET WEST OF A
 AJ1264'METAL WITNESS POST.
 AJ1264'
 AJ1264'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CARBON NO 2
 AJ1264'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AJ1264'INCHES.  IT IS 1 FOOT NORTHWEST OF A CORNER POST OF THE SOUTHEAST
 AJ1264'CORNER OF A FENCED IN AREA.
 AJ1264'
 AJ1264'AZIMUTH MARK, A STANDARD DISK STAMPED CARBON 1960, IS SET
 AJ1264'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 13.5
 AJ1264'FEET NORTH OF THE CENTER OF THE ROAD, 2 FEET SOUTH OF THE
 AJ1264'FENCE, AND 2.0 FEET WEST OF A METAL WITNESS POST.
 AJ1264'
 AJ1264'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 AJ1264'TRACK ROAD 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AJ1264'
 AJ1264'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 AJ1264'
 AJ1264'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AJ1264
 AJ1264                          STATION RECOVERY (2001)
 AJ1264
 AJ1264'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2001 (JLM)
 AJ1264'REF MARKS AND AZ MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1020 ***********************************************************************
 CT1020  DESIGNATION -  CARBON SCHOOLHOUSE BELFRY
 CT1020  PID         -  CT1020
 CT1020  STATE/COUNTY-  TX/EASTLAND
 CT1020  USGS QUAD   -  CARBON (1966)
 CT1020
 CT1020                         *CURRENT SURVEY CONTROL
 CT1020  ___________________________________________________________________
 CT1020* NAD 83(1993)-  32 16 02.79817(N)    098 49 27.97351(W)     ADJUSTED  
 CT1020* NAVD 88     -                                                        
 CT1020  ___________________________________________________________________
 CT1020  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CT1020  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CT1020
 CT1020  HORZ ORDER  -  THIRD
 CT1020
 CT1020.The horizontal coordinates were established by classical geodetic methods
 CT1020.and adjusted by the National Geodetic Survey in February 1996..
 CT1020
 CT1020
 CT1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1020
 CT1020.The geoid height was determined by GEOID03.
 CT1020
 CT1020;                    North         East     Units Scale Factor Converg.
 CT1020;SPC TXNC     - 2,066,668.775   569,433.344   MT  0.99996556   -0 10 37.0
 CT1020;SPC TXNC     - 6,780,395.81  1,868,215.90   sFT  0.99996556   -0 10 37.0
 CT1020;SPC TX C     - 3,289,300.407   842,178.454   MT  1.00012580   +0 46 37.8
 CT1020;SPC TX C     -10,791,646.42  2,763,047.14   sFT  1.00012580   +0 46 37.8
 CT1020;UTM  14      - 3,570,093.986   516,534.551   MT  0.99960337   +0 05 37.4
 CT1020
 CT1020                          SUPERSEDED SURVEY CONTROL
 CT1020
 CT1020  NAD 83(1986)-  32 16 02.80191(N)    098 49 27.95856(W) AD(       ) 4
 CT1020  NAD 27      -  32 16 02.32000(N)    098 49 26.75000(W) AD(       ) 3
 CT1020
 CT1020.Superseded values are not recommended for survey control.
 CT1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1020.See file dsdata.txt to determine how the superseded data were derived.
 CT1020
 CT1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA1653570094(NAD 83)
 CT1020_MARKER: 75 = BELFRY
 CT1020
 CT1020  HISTORY     - Date     Condition        Report By
 CT1020  HISTORY     - 1908     FIRST OBSERVED   CGS
 CT1020
 CT1020                          STATION DESCRIPTION
 CT1020
 CT1020'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1379 ***********************************************************************
 GL1379  DESIGNATION -  CARCASS
 GL1379  PID         -  GL1379
 GL1379  STATE/COUNTY-  TX/DALLAM
 GL1379  USGS QUAD   -  TOVREA RANCH (1973)
 GL1379
 GL1379                         *CURRENT SURVEY CONTROL
 GL1379  ___________________________________________________________________
 GL1379* NAD 83(1993)-  36 16 35.41080(N)    102 39 47.87552(W)     ADJUSTED  
 GL1379* NAVD 88     -      1301.2    (meters)    4269.     (feet)  VERTCON   
 GL1379  ___________________________________________________________________
 GL1379  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 GL1379  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 GL1379
 GL1379  HORZ ORDER  -  FIRST
 GL1379
 GL1379.The horizontal coordinates were established by classical geodetic methods
 GL1379.and adjusted by the National Geodetic Survey in February 1996..
 GL1379
 GL1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1379
 GL1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1379
 GL1379.The geoid height was determined by GEOID03.
 GL1379
 GL1379;                    North         East     Units Scale Factor Converg.
 GL1379;SPC TX N     - 1,253,174.323    95,480.061   MT  1.00002306   -0 40 27.0
 GL1379;SPC TX N     - 4,111,456.09    313,254.17   sFT  1.00002306   -0 40 27.0
 GL1379;UTM  13      - 4,017,150.489   709,881.300   MT  1.00014278   +1 22 59.1
 GL1379
 GL1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1379!SPC TX N     -   0.99979959  x   1.00002306  =   0.99982265
 GL1379!UTM  13      -   0.99979959  x   1.00014278  =   0.99994235
 GL1379
 GL1379|---------------------------------------------------------------------|
 GL1379| PID    Reference Object                     Distance      Geod. Az  |
 GL1379|                                                           dddmmss.s |
 GL1379| CM8593 CARCASS RM 1                         32.207 METERS 02110     |
 GL1379| CM8594 CARCASS RM 2                         48.920 METERS 20623     |
 GL1379| CM8592 CARCASS AZ MK                                      2651015.6 |
 GL1379|---------------------------------------------------------------------|
 GL1379
 GL1379                          SUPERSEDED SURVEY CONTROL
 GL1379
 GL1379  NAD 83(1993)-  36 16 35.41047(N)    102 39 47.87591(W) AD(       ) 1
 GL1379  NAD 83(1993)-  36 16 35.41898(N)    102 39 47.86925(W) AD(       ) 1
 GL1379  NAD 83(1986)-  36 16 35.42150(N)    102 39 47.86790(W) AD(       ) 1
 GL1379  NAD 27      -  36 16 35.32100(N)    102 39 46.16700(W) AD(       ) 1
 GL1379  NGVD 29 (07/19/86) 1300.6    (m)         4267.     (f) VERT ANG       
 GL1379
 GL1379.Superseded values are not recommended for survey control.
 GL1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1379.See file dsdata.txt to determine how the superseded data were derived.
 GL1379
 GL1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA0988117150(NAD 83)
 GL1379_MARKER: DS = TRIANGULATION STATION DISK
 GL1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1379
 GL1379  HISTORY     - Date     Condition        Report By
 GL1379  HISTORY     - 1934     MONUMENTED       CGS
 GL1379  HISTORY     - 1953     GOOD             CGS
 GL1379
 GL1379                          STATION DESCRIPTION
 GL1379
 GL1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1379'THIS STATION IS ABOUT 6-1/2 MILES NNE OF WARE.  IT IS ON THE TOP OF
 GL1379'A PROMINENT SAND HILL, THE HIGHEST POINT OF A GROUP OF SAND
 GL1379'HILLS WHICH ARE THE HIGHEST IN THE VICINITY.  THERE IS A
 GL1379'WINDMILL, THREE STEEL TANKS AND A DIRT TANK 0.9 MILE W OF THE
 GL1379'STATION.  THE MARK PROJECTS 4 INCHES.
 GL1379'
 GL1379'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MAKS ARE STANDARD
 GL1379'BRONZE DISKS SET IN CONCRETE.
 GL1379'
 GL1379'REFERENCE MARK NO. 1 IS NE AND NO. 2 IS SW OF THE STATION AND
 GL1379'BOTH PROJECTS 7 INCHES.
 GL1379'
 GL1379'AZIMUTH MARK IS ABOT 0.9 MILE W OF THE STATION.  IT IS 86
 GL1379'FEET NW OF THE WELL-CASING UNDER A WINDMILL AND IS ABOUT
 GL1379'0.2 MILE N OF A GATE IN A N-S FENCE.  THE MARK PROJECTS 12
 GL1379'INCHES.
 GL1379'
 GL1379'THE STATION IS REACHED FROM WARE BY GOING NW ON U.S. HIGHWAY
 GL1379'385, 2.6 MILES.  TURN N ON A GRADED ROAD AND GO 4.2 MILES.  TURN
 GL1379'E AT A T-INTERSECTION AND FOLLOW A TRAIL 1.0 MILE.  PASS
 GL1379'THROUGH A WIRE GATE AND CONTINUE EASTERLY ON A TRAIL 2.8
 GL1379'MILES.  TAKE RIGHT FORK SOUTHEASTERLY AND GO 0.3 MILE TO
 GL1379'A WIRE GATE IN A N-S FENCE.  (THE AZIMUTH MARK IS 0.2 MILE N
 GL1379'OF THIS GATE).  PASS THROUGH THE GATE AND DRIVE E NORTHEASTERLY
 GL1379'1.0 MILE TO THE TOP OF THE HIGHEST SAND HILL AND THE STATION.
 GL1379'
 GL1379'A 4-FOOT STAND WAS ERECTED.
 GL1379
 GL1379                          STATION RECOVERY (1953)
 GL1379
 GL1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1379'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE
 GL1379'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 GL1379'
 GL1379'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GROUP OF
 GL1379'SAND HILLS, ABOUT 12 MILES NORTHEAST OF DALHART, 6-1/2 MILES
 GL1379'NORTH NORTHEAST OF WARE AND 1/2 MILE NORTH OF A EAST-WEST TRACK
 GL1379'ROAD.
 GL1379'
 GL1379'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 87 AND 54 IN
 GL1379'DALHART, GO NORTHEAST ON U.S. HIGHWAY 87, FOR 11.1 MILES TO
 GL1379'A SIDE ROAD RIGHT.  TURN RIGHT, AND GO NORTH 2.1 MILES TO A
 GL1379'WIRE GATE.  PASS THROUGH WIRE GATE, AND GO NORTH 1.5 MILES
 GL1379'TO A WIRE GATE.  PASS THROUGH WIRE GATE, AND GO NORTHERLY
 GL1379'1.8 MILES TO FORKS AND WIRE GATE.  TAKE LEFT FORK AND PASS
 GL1379'THROUGH WIRE GATE, AND GO NORTHERLY 1.1 MILES TO WIRE GATE.
 GL1379'PASS THROUGH WIRE GATE, AND GO NORTH 1.4 MILES TO FORKS
 GL1379'AT LARGE WINDMILL AND THE AZIMUTH MARK.  TAKE RIGHT FORK, AND
 GL1379'GO EASTERLY 0.8 MILE TO TOP OF RIDGE.  TURN LEFT, ACROSS
 GL1379'COUNTRY, AND GO NORTHERLY ALONG TOP OF RIDGE 0.4 MILE TO
 GL1379'THE HIGHEST POINT OF THE SAND HILL AND THE STATION.
 GL1379'
 GL1379'THE STATION MARK IS A STANDARD DISK, STAMPED CARCASS 1934,
 GL1379'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 GL1379'PROJECTS ABOUT 1 INCH.
 GL1379'
 GL1379'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CARCASS
 GL1379'NO 1 1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 GL1379'WHICH PROJECTS ABOUT 8 INCHES AND IS ABOUT 6 FEET LOWER THAN
 GL1379'THE STATION.
 GL1379'
 GL1379'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CARCASS
 GL1379'NO 2 1934, SET IN THE TOP OF A 12 INCH SQAURE CONCRETE
 GL1379'MONUMENT WHICH PROJECTS ABOUT 6 INCHES AND IS ABOUT 2 FEET
 GL1379'HIGHER THAN THE STATION.
 GL1379'
 GL1379'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED CARCASS
 GL1379'1934 AZIMUTH, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 GL1379'MONUMENT WHICH PROJECTS ABOUT 14 INCHES.  IT IS LOCATED
 GL1379'142 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD AND 85
 GL1379'FEET NORTHWEST OF THE WELL CASING UNDER THE LARGE WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2333 ***********************************************************************
 AN2333  DESIGNATION -  CARDWELL
 AN2333  PID         -  AN2333
 AN2333  STATE/COUNTY-  TX/ARANSAS
 AN2333  USGS QUAD   -  TIVOLI SW (1952)
 AN2333
 AN2333                         *CURRENT SURVEY CONTROL
 AN2333  ___________________________________________________________________
 AN2333* NAD 83(1993)-  28 16 35.21788(N)    096 52 50.09637(W)     ADJUSTED  
 AN2333* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AN2333  ___________________________________________________________________
 AN2333  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AN2333  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN2333
 AN2333  HORZ ORDER  -  FIRST
 AN2333
 AN2333.The horizontal coordinates were established by classical geodetic methods
 AN2333.and adjusted by the National Geodetic Survey in February 1996..
 AN2333
 AN2333.The orthometric height was scaled from a topographic map.
 AN2333
 AN2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2333
 AN2333.The geoid height was determined by GEOID03.
 AN2333
 AN2333;                    North         East     Units Scale Factor Converg.
 AN2333;SPC TXSC     - 4,050,995.959   807,930.785   MT  1.00003239   +1 02 18.0
 AN2333;SPC TXSC     -13,290,642.58  2,650,686.25   sFT  1.00003239   +1 02 18.0
 AN2333;UTM  14      - 3,129,648.624   707,878.574   MT  1.00013337   +1 00 15.8
 AN2333
 AN2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2333!SPC TXSC     -   1.00000363  x   1.00003239  =   1.00003602
 AN2333!UTM  14      -   1.00000363  x   1.00013337  =   1.00013700
 AN2333
 AN2333:                Primary Azimuth Mark                     Grid Az
 AN2333:SPC TXSC     -  AUSTWELL GIN CO TANK                     016 33 17.5
 AN2333:UTM  14      -  AUSTWELL GIN CO TANK                     016 35 19.7
 AN2333
 AN2333|---------------------------------------------------------------------|
 AN2333| PID    Reference Object                     Distance      Geod. Az  |
 AN2333|                                                           dddmmss.s |
 AN2333| AN2323 AUSTWELL GIN CO TANK                APPROX.12.7 KM 0173535.5 |
 AN2333| CV6994 CARDWELL AZ MK                                     0384931.9 |
 AN2333| CV6997 CARDWELL RM 3                        36.610 METERS 22631     |
 AN2333| CV6995 CARDWELL RM 1                                      27802     |
 AN2333| CV6996 CARDWELL RM 2                        46.512 METERS 33618     |
 AN2333| AN2335 GROWERS GIN CO GIN VENTILATOR       APPROX. 6.9 KM 3433256.8 |
 AN2333| AN2337 TIVOLI LUTHERAN CHURCH SPIRE        APPROX.20.4 KM 3581627.3 |
 AN2333| AN2336 TIVOLI GIN CO TANK                  APPROX.20.0 KM 3582422.2 |
 AN2333|---------------------------------------------------------------------|
 AN2333
 AN2333                          SUPERSEDED SURVEY CONTROL
 AN2333
 AN2333  NAD 83(1986)-  28 16 35.22733(N)    096 52 50.07764(W) AD(       ) 1
 AN2333  NAD 27      -  28 16 34.19800(N)    096 52 49.12700(W) AD(       ) 1
 AN2333
 AN2333.Superseded values are not recommended for survey control.
 AN2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2333.See file dsdata.txt to determine how the superseded data were derived.
 AN2333
 AN2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0787929649(NAD 83)
 AN2333_MARKER: DS = TRIANGULATION STATION DISK
 AN2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2333
 AN2333  HISTORY     - Date     Condition        Report By
 AN2333  HISTORY     - 1931     MONUMENTED       CGS
 AN2333  HISTORY     - 1934     GOOD             CGS
 AN2333  HISTORY     - 1953     GOOD             CGS
 AN2333  HISTORY     - 1961     GOOD             CGS
 AN2333  HISTORY     - 1977     GOOD             NGS
 AN2333  HISTORY     - 1977     GOOD             CONOCO
 AN2333  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN2333
 AN2333                          STATION DESCRIPTION
 AN2333
 AN2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2333'ABOUT 8 MILES S OF AUSTWELL, ON THE ST. CHARLES RANCH, OWNED
 AN2333'BY THE SAN ANTONIO LOAN AND TRUST COMPANY AND IN CHARGE OF
 AN2333'A.L. CARDWELL, OVERSEER.
 AN2333'
 AN2333'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AN2333'DISKS SET IN CONCRETE.
 AN2333'SURFACE MARK EXTENDS 3 INCHES ABOVE SURFACE.
 AN2333'
 AN2333'REFERENCE MARK NO. 1 IS IN THE FENCE LINE WHICH LEADS TO HOUSE,
 AN2333'AND IS 0.2 MILE FROM STATION, N 81 DEG 58 MIN W.
 AN2333'
 AN2333'REFERENCE MARK NO. 2 IS ABOUT 200 FEET E OF HOUSE, 5.38
 AN2333'FEET S OF AN E-W FENCE LINE, THE SAME NEAR WHICH STATION
 AN2333'IS LOCATED, AND 152.50 FEET FROM STATION.
 AN2333'
 AN2333'REACHED BY STATE ROADS TO TIVOLI, THENCE ABOUT 7 MILES SE
 AN2333'TO AUSTWELL, THENCE ON ROAD S FROM GINS 1.5 MILES ACROSS
 AN2333'CROSSROADS TO SHARP JOG TO RIGHT OF 0.1 MILE.  TAKE JOG
 AN2333'AND THENCE LEFT (W) AGAIN 1.1 MILES.  THENCE S 4.2 MILES
 AN2333'TO END OF GRADED ROAD AT GATE.  PASS THROUGH GATE AND FOLLOW
 AN2333'RANCH ROAD SW 1 MILE TO SECOND GATE AND CONTINUE ON ABOUT 1/2
 AN2333'MILE TO A RANCH HOUSE.  PASS RANCH AND CONTINUE SW 0.7 MILE
 AN2333'TO THIRD GATE NEAR RANCH HOUSE.  100 YARDS PAST GATE TAKE
 AN2333'LEFT-HAND FORK (RIGHT LEADS TO HALLINAN RANCH) AND GO 0.5
 AN2333'MILE TO FOURTH GATE.  CONTINUE S 0.4 MILE TO RANCH HOUSE,
 AN2333'PASS THROUGH GATE AT HOUSE AND GO 100 YARDS TO STATION
 AN2333'WHICH IS ON A SLIGHT KNOLL ABOUT 85 YARDS SE OF HOUSE.
 AN2333
 AN2333                          STATION RECOVERY (1934)
 AN2333
 AN2333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN2333'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 AN2333'CONDITION.
 AN2333
 AN2333                          STATION RECOVERY (1953)
 AN2333
 AN2333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2333'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED,
 AN2333'A NEW REFERENCE MARK AND AZIMUTH MARK WERE ESTABLISHED.  A
 AN2333'COMPLETE NEW DESCRIPTION FOLLOWS.
 AN2333'
 AN2333'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF AUSTWELL,
 AN2333'4 MILES EAST OF STATE HIGHWAY 35, 1/4 MILE EAST OF SOME
 AN2333'LARGE WHITE BUILDINGS AND ON GOVERNMENT OWNED LAND.
 AN2333'
 AN2333'TO REACH THE STATION FROM THE POST OFFICE IN AUSTWELL, GO
 AN2333'SOUTH AND SOUTHWEST ON FARM ROAD 774 FOR 5.0 MILES TO A SHARP
 AN2333'CURVE RIGHT AND A GRADED ROAD STRAIGHT AHEAD.  CONTINUE
 AN2333'STRAIGHT AHEAD, SOUTH, ON THE GRADED ROAD FOR 2.8 MILES TO
 AN2333'A NORTHEAST-SOUTHWEST ROAD.  CONTINUE SOUTHWEST ON THE MAIN
 AN2333'TRAVELED ROAD FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 AN2333'CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 0.3
 AN2333'MILE TO A CATTLE GUARD, A RANCH HOUSE ON THE RIGHT AND THE
 AN2333'STATION ON THE LEFT.
 AN2333'
 AN2333'THE STATION MARK, STAMPED CARDWELL 1931, IS A BRONZE DISK
 AN2333'SET IN A SQUARE CONCRETE POST THAT PROJECTS ABOUT 8 INCHES
 AN2333'ON THE EAST SIDE AND 16 INCHES ON THE WEST SIDE, THE DIFFERENCE
 AN2333'BEING DUE TO A SLIGHT EROSION ON THE WEST SIDE OF THE MARK.
 AN2333'THE MARK IS 50 FEET SOUTHEAST OF THE CATTLE GUARD, 15 FEET
 AN2333'SOUTH OF A WIRE FENCE AND 15 FEET SOUTH OF A WHITE WITNESS
 AN2333'POST.
 AN2333'
 AN2333'REFERENCE MARK NO. 2, STAMPED NO. 2 CARDWELL 1931, IS A
 AN2333'BRONZE DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS
 AN2333'12 INCHES.  IT IS 90 FEET EAST OF A SMALL HOUSE AND 1 FOOT
 AN2333'SOUTH OF THE WIRE FENCE.
 AN2333'
 AN2333'REFERENCE MARK NO. 3, STAMPED CARDWELL 1931 NO 3 1952, IS
 AN2333'A BRONZE DISK SET IN A ROUND CONCRETE POST THAT PROJECTS
 AN2333'8 INCHES.  THE MARK IS 30 FEET SOUTH OF THE CENTER OF A GRAVEL
 AN2333'ROAD AND 15 FEET SOUTHEAST OF A TELEPHONE POLE.
 AN2333'
 AN2333'THE AZIMUTH MARK, STAMPED CARDWELL 1931 1952, IS A BRONZE
 AN2333'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.
 AN2333'IT IS 37 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD AND
 AN2333'2 FEET WEST OF A WHITE WITNESS POST.
 AN2333
 AN2333                          STATION RECOVERY (1961)
 AN2333
 AN2333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 AN2333'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 AN2333'CONDITION AS DESCRIBED.  DID NOT RECOVER THE AZIMUTH MARK.
 AN2333'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AN2333
 AN2333                          STATION RECOVERY (1977)
 AN2333
 AN2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2333'STATION, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND IN GOOD
 AN2333'CONDITION, REFERENCE MARK NO. 2 IS SOLID BUT HAS BEEN TILTED.  THE
 AN2333'AZIMUTH MARK WAS NOT RECOVERED.  THE 1953 RECOVERY NOTE IS
 AN2333'ADEQUATE.
 AN2333'
 AN2333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES S
 AN2333'OF AUSTWELL.
 AN2333
 AN2333                          STATION RECOVERY (1977)
 AN2333
 AN2333'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1977 (CJB)
 AN2333'CARDWELL 1931 RECOVERED GOOD - ON MOWED LAWN.
 AN2333'
 AN2333'NO. 2 1931 RECOVERED GOOD - ON MOWED LAWN.
 AN2333'
 AN2333'NO. 3 1952 RECOVERED GOOD - ON MOWED LAWN.
 AN2333'
 AN2333'RM. 2 NOW 100 FEET E OF CONTL OIL CO. PRODUCTION OFFICE - CARDWELL
 AN2333'IS ABOUT 300 FEET E OF CONOCO OFFICE.
 AN2333'
 AN2333'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES S. OF AUSTWELL.
 AN2333
 AN2333                          STATION RECOVERY (1991)
 AN2333
 AN2333'RECOVERY NOTE BY US POWER SQUADRON 1991 (WS)
 AN2333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6760 ***********************************************************************
 AW6760  DESIGNATION -  CAREY
 AW6760  PID         -  AW6760
 AW6760  STATE/COUNTY-  TX/HARRIS
 AW6760  USGS QUAD   -  ALDINE (1995)
 AW6760
 AW6760                         *CURRENT SURVEY CONTROL
 AW6760  ___________________________________________________________________
 AW6760* NAD 83(1993)-  29 53 15.11420(N)    095 27 14.68633(W)     ADJUSTED  
 AW6760* NAVD 88     -        27.1    (meters)      89.     (feet)  VERTCON   
 AW6760  ___________________________________________________________________
 AW6760  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6760  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW6760
 AW6760  HORZ ORDER  -  FIRST
 AW6760
 AW6760.The horizontal coordinates were established by classical geodetic methods
 AW6760.and adjusted by the National Geodetic Survey in February 1996..
 AW6760
 AW6760.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6760
 AW6760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6760
 AW6760.The geoid height was determined by GEOID03.
 AW6760
 AW6760;                    North         East     Units Scale Factor Converg.
 AW6760;SPC TXSC     - 4,232,854.401   942,434.376   MT  0.99990961   +1 44 13.9
 AW6760;SPC TXSC     -13,887,289.81  3,091,970.12   sFT  0.99990961   +1 44 13.9
 AW6760;UTM  15      - 3,308,853.121   263,006.526   MT  1.00029303   -1 13 24.4
 AW6760
 AW6760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6760!SPC TXSC     -   1.00000008  x   0.99990961  =   0.99990969
 AW6760!UTM  15      -   1.00000008  x   1.00029303  =   1.00029311
 AW6760
 AW6760|---------------------------------------------------------------------|
 AW6760| PID    Reference Object                     Distance      Geod. Az  |
 AW6760|                                                           dddmmss.s |
 AW6760| CV6999 CAREY RM 1                           25.225 METERS 07648     |
 AW6760| CV6998 CAREY AZ MK                                        1372812.5 |
 AW6760| CV7000 CAREY RM 2                           21.851 METERS 20455     |
 AW6760|---------------------------------------------------------------------|
 AW6760
 AW6760                          SUPERSEDED SURVEY CONTROL
 AW6760
 AW6760  NAD 83(1986)-  29 53 15.12890(N)    095 27 14.66781(W) AD(       ) 1
 AW6760  NAD 27      -  29 53 14.32057(N)    095 27 13.88495(W) AD(       ) 1
 AW6760  NGVD 29 (07/19/86)   27.1    (m)           89.     (f) VERT ANG       
 AW6760
 AW6760.Superseded values are not recommended for survey control.
 AW6760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6760.See file dsdata.txt to determine how the superseded data were derived.
 AW6760
 AW6760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6300708853(NAD 83)
 AW6760_MARKER: DS = TRIANGULATION STATION DISK
 AW6760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6760
 AW6760  HISTORY     - Date     Condition        Report By
 AW6760  HISTORY     - 1968     MONUMENTED       CGS
 AW6760
 AW6760                          STATION DESCRIPTION
 AW6760
 AW6760'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6760'THE STATION IS LOCATED ON THE PROPERTY OF THE GARDEN CITY PARK
 AW6760'INCORPORATED, ABOUT 8-1/2 MILES NORTH AND 5-1/2 MILES WEST OF THE
 AW6760'CENTER OF HOUSTON, 2-1/2 MILES WEST OF INTERSTATE HIGHWAY 45 AND IN
 AW6760'THE NORTHWEST ANGLE OF THE INTERSECTION OF W MONTGOMERY ROAD AND
 AW6760'MCCAREY STREET.
 AW6760'
 AW6760'TO REACH THE STATION FROM WHERE W LITTLE YORK ROAD CROSSES UNDER
 AW6760'INTERSTATE HIGHWAY 45, GO IN A WESTERLY DIRECTION ON W LITTLE YORK
 AW6760'ROAD FOR 1.3 MILES TO W MONTGOMERY ROAD.  TURN RIGHT AND GO
 AW6760'NORTHWEST ON W MONTGOMERY ROAD FOR 1.65 MILES TO THE AZIMUTH MARK
 AW6760'ON THE LEFT.  CONTINUE NORTHWEST FOR 0.5 MILE TO A SIDE STREET ON
 AW6760'THE LEFT AT THE GARDEN FOOD CENTER ON THE LEFT.  TURN LEFT ON
 AW6760'MCCAREY STREET AND GO ABOUT 150 FEET TO THE STATION ON THE
 AW6760'RIGHT.
 AW6760'
 AW6760'THE STATION MARK IS A STANDARD DISK STAMPED CAREY 1968, SET IN THE
 AW6760'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6760'THE GROUND.  IT IS 86 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE WITH
 AW6760'THREE TRANSFORMERS, 42 FEET NORTH-NORTHWEST OF THE CENTER OF
 AW6760'MCCAREY STREET, 21 FEET SOUTH OF THE SOUTHEAST CORNER OF A CHAIN
 AW6760'LINK FENCE WHICH IS AROUND THE WATER WORKS AND 11.3 FEET
 AW6760'NORTH-NORTHWEST OF THE NORTHERN EDGE OF A CONCRETE SIDEWALK.
 AW6760'
 AW6760'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAREY NO 1 1968, SET IN
 AW6760'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6760'WITH THE GROUND.  IT IS 81 FEET SOUTHEAST OF THE POWER LINE POLE
 AW6760'WITH THREE TRANSFORMERS, 72 FEET WEST OF THE INTERSECTION OF W
 AW6760'MONTGOMERY ROAD AND MCCAREY STREET AND 31 FEET NORTHWEST OF THE
 AW6760'CENTER OF MCCAREY STREET.
 AW6760'
 AW6760'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAREY NO 2 1968, SET IN
 AW6760'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6760'WITH THE GROUND.  IT IS 23 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 AW6760'MCCAREY STREET, 13.8 FEET EAST OF THE NORTH CORNER OF A CHAIN LINK
 AW6760'FENCE AND 6.8 FEET NORTHEAST OF THE CHAIN LINK FENCE.
 AW6760'
 AW6760'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAREY 1968, SET IN THE
 AW6760'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6760'THE GROUND.  IT IS 82 FEET NORTHWEST OF THE CENTER OF A GRAVELED
 AW6760'DRIVEWAY LEADING INTO THE ARCHER DEVELOPEMENT COMPANY, 40 FEET
 AW6760'SOUTHWEST OF THE CENTER OF W MONTGOMERY ROAD AND 29.5 FEET
 AW6760'SOUTHEAST OF A POWER LINE POLE.
 AW6760'
 AW6760'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2317 ***********************************************************************
 AH2317  DESIGNATION -  CARGILL ET
 AH2317  PID         -  AH2317
 AH2317  STATE/COUNTY-  TX/HALE
 AH2317  USGS QUAD   -  PLAINVIEW (1965)
 AH2317
 AH2317                         *CURRENT SURVEY CONTROL
 AH2317  ___________________________________________________________________
 AH2317* NAD 83(1993)-  34 12 27.24982(N)    101 43 52.19872(W)     ADJUSTED  
 AH2317* NAVD 88     -      1034.     (meters)    3392.     (feet)  SCALED    
 AH2317  ___________________________________________________________________
 AH2317  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 AH2317  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AH2317
 AH2317  HORZ ORDER  -  THIRD
 AH2317
 AH2317.The horizontal coordinates were established by classical geodetic methods
 AH2317.and adjusted by the National Geodetic Survey in July 1998..
 AH2317
 AH2317.The orthometric height was scaled from a topographic map.
 AH2317
 AH2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2317
 AH2317.The geoid height was determined by GEOID03.
 AH2317
 AH2317;                    North         East     Units Scale Factor Converg.
 AH2317;SPC TXNC     - 2,286,361.880   302,241.716   MT  1.00007610   -1 45 44.1
 AH2317;SPC TXNC     - 7,501,172.27    991,604.70   sFT  1.00007610   -1 45 44.1
 AH2317;UTM  14      - 3,788,544.532   248,362.505   MT  1.00038062   -1 32 10.5
 AH2317
 AH2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2317!SPC TXNC     -   0.99984175  x   1.00007610  =   0.99991784
 AH2317!UTM  14      -   0.99984175  x   1.00038062  =   1.00022231
 AH2317
 AH2317                          SUPERSEDED SURVEY CONTROL
 AH2317
 AH2317.No superseded survey control is available for this station.
 AH2317
 AH2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4836388545(NAD 83)
 AH2317_MARKER: DS = TRIANGULATION STATION DISK
 AH2317
 AH2317  HISTORY     - Date     Condition        Report By
 AH2317  HISTORY     - 1965     MONUMENTED       USGS
 AH2317
 AH2317                          STATION DESCRIPTION
 AH2317
 AH2317'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH2317'AT PLAINVIEW, ON TOP OF HEADER HOUSE OF CARGILL GRAIN COMPANY
 AH2317'ELEVATOR, 8.55 FT. NE. OF SW. EDGE AND 12.8 FT. SE. OF NW. EDGE.
 AH2317'ELEVATOR IS IN NW. PART OF TOWN.
 AH2317'STATION MARK--STANDARD USGS TABLET STAMPED---CARGILL ET, 1965---, SET
 AH2317'IN CONCRETE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1025 ***********************************************************************
 GK1025  DESIGNATION -  CARL ELLISS BARN VENTILATOR
 GK1025  PID         -  GK1025
 GK1025  STATE/COUNTY-  TX/OCHILTREE
 GK1025  USGS QUAD   -  BOOKER SW (1973)
 GK1025
 GK1025                         *CURRENT SURVEY CONTROL
 GK1025  ___________________________________________________________________
 GK1025* NAD 83(1993)-  36 16 34.17850(N)    100 41 36.41915(W)     ADJUSTED  
 GK1025* NAVD 88     -                                                        
 GK1025  ___________________________________________________________________
 GK1025  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 GK1025  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 GK1025
 GK1025  HORZ ORDER  -  THIRD
 GK1025
 GK1025.The horizontal coordinates were established by classical geodetic methods
 GK1025.and adjusted by the National Geodetic Survey in February 1996..
 GK1025
 GK1025
 GK1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1025
 GK1025.The geoid height was determined by GEOID03.
 GK1025
 GK1025;                    North         East     Units Scale Factor Converg.
 GK1025;SPC TX N     - 1,252,817.015   272,468.016   MT  1.00002297   +0 28 02.7
 GK1025;SPC TX N     - 4,110,283.82    893,922.15   sFT  1.00002297   +0 28 02.7
 GK1025;UTM  14      - 4,015,909.584   347,900.605   MT  0.99988504   -1 00 07.8
 GK1025
 GK1025                          SUPERSEDED SURVEY CONTROL
 GK1025
 GK1025  NAD 83(1993)-  36 16 34.17888(N)    100 41 36.41903(W) AD(       ) 4
 GK1025  NAD 83(1986)-  36 16 34.18446(N)    100 41 36.40668(W) AD(       ) 4
 GK1025  NAD 27      -  36 16 34.06300(N)    100 41 34.88200(W) AD(       ) 3
 GK1025
 GK1025.Superseded values are not recommended for survey control.
 GK1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1025.See file dsdata.txt to determine how the superseded data were derived.
 GK1025
 GK1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4790115910(NAD 83)
 GK1025_MARKER: 94 = ROOFTOP VENTILATOR
 GK1025
 GK1025  HISTORY     - Date     Condition        Report By
 GK1025  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK1025
 GK1025                          STATION DESCRIPTION
 GK1025
 GK1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1025'STATION IS LOCATED ABOUT 13.5 MILES SOUTHEAST OF PERRYTON,
 GK1025'4.5 MILES EAST OF U.S. HIGHWAY 83, AND 11.0 MILES SOUTH OF
 GK1025'TWICHELL.
 GK1025'
 GK1025'IT IS A CLYNDRICAL SHAPED BARN THAT IS ABOUT 120 FEET LONG,
 GK1025'40 FEET WIDE AND 25 FEET IN HEIGHT.  THE BARN IS THE PROPERTY
 GK1025'OF MR. CARL ELLIS.
 GK1025'
 GK1025'THE AIR VENT ON THE TOP OF BARN WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9949 ***********************************************************************
 AG9949  DESIGNATION -  CARL RADIO TOWER SEC
 AG9949  PID         -  AG9949
 AG9949  STATE/COUNTY-  TX/TRAVIS
 AG9949  USGS QUAD   -  CREEDMOOR (1994)
 AG9949
 AG9949                         *CURRENT SURVEY CONTROL
 AG9949  ___________________________________________________________________
 AG9949* NAD 83(1993)-  30 07 03.29174(N)    097 44 37.26404(W)     ADJUSTED  
 AG9949* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 AG9949  ___________________________________________________________________
 AG9949  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AG9949  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AG9949
 AG9949  HORZ ORDER  -  THIRD
 AG9949
 AG9949.The horizontal coordinates were established by classical geodetic methods
 AG9949.and adjusted by the National Geodetic Survey in July 1998..
 AG9949
 AG9949.The orthometric height was scaled from a topographic map.
 AG9949
 AG9949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9949
 AG9949.The geoid height was determined by GEOID03.
 AG9949
 AG9949;                    North         East     Units Scale Factor Converg.
 AG9949;SPC TX C     - 3,052,892.459   949,547.901   MT  0.99999976   +1 20 01.8
 AG9949;SPC TX C     -10,016,031.34  3,115,308.41   sFT  0.99999976   +1 20 01.8
 AG9949;UTM  14      - 3,332,480.279   621,030.481   MT  0.99978072   +0 37 49.7
 AG9949
 AG9949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9949!SPC TX C     -   0.99996809  x   0.99999976  =   0.99996785
 AG9949!UTM  14      -   0.99996809  x   0.99978072  =   0.99974882
 AG9949
 AG9949                          SUPERSEDED SURVEY CONTROL
 AG9949
 AG9949.No superseded survey control is available for this station.
 AG9949
 AG9949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2103032480(NAD 83)
 AG9949_MARKER: 43 = RADIO/TV TOWER
 AG9949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9949+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2001
 AG9949
 AG9949  HISTORY     - Date     Condition        Report By
 AG9949  HISTORY     - 1954     FIRST OBSERVED   USGS
 AG9949  HISTORY     - 20010224 GOOD             USPSQD
 AG9949
 AG9949                          STATION DESCRIPTION
 AG9949
 AG9949'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9949'AN INTERSECTED STATION LOCATED 0.5 MI. N. OF THE SMALL SETTLEMENT OF
 AG9949'CARL AND ABOUT 10.0 MI. S. OF AUSTIN.
 AG9949'THE STRUCTURE IS A THREE SIDED STEEL TOWER ABOUT 165 FT. IN HEIGHT AND
 AG9949'3 FT. WIDE ON EACH SIDE.  THE TOWER IS 8 FT. SSW. OF THE CENTER OF A
 AG9949'SMALL MAINTENANCE BUILDING.
 AG9949'POINT INTERSECTED--CENTER OF TOWER.
 AG9949
 AG9949                          STATION RECOVERY (2001)
 AG9949
 AG9949'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AG9949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2276 ***********************************************************************
 AN2276  DESIGNATION -  CARLOS
 AN2276  PID         -  AN2276
 AN2276  STATE/COUNTY-  TX/CALHOUN
 AN2276  USGS QUAD   -  PORT O'CONNOR (1973)
 AN2276
 AN2276                         *CURRENT SURVEY CONTROL
 AN2276  ___________________________________________________________________
 AN2276* NAD 83(1993)-  28 28 04.32658(N)    096 25 16.95422(W)     ADJUSTED  
 AN2276* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 AN2276  ___________________________________________________________________
 AN2276  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AN2276  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN2276
 AN2276  HORZ ORDER  -  SECOND
 AN2276
 AN2276.The horizontal coordinates were established by classical geodetic methods
 AN2276.and adjusted by the National Geodetic Survey in February 1996..
 AN2276
 AN2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2276
 AN2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2276
 AN2276.The geoid height was determined by GEOID03.
 AN2276
 AN2276;                    North         East     Units Scale Factor Converg.
 AN2276;SPC TXSC     - 4,073,109.864   852,507.996   MT  0.99997681   +1 15 47.9
 AN2276;SPC TXSC     -13,363,194.61  2,796,936.65   sFT  0.99997681   +1 15 47.9
 AN2276;UTM  14      - 3,151,741.683   752,480.134   MT  1.00038679   +1 13 47.3
 AN2276
 AN2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2276!SPC TXSC     -   1.00000361  x   0.99997681  =   0.99998042
 AN2276!UTM  14      -   1.00000361  x   1.00038679  =   1.00039040
 AN2276
 AN2276|---------------------------------------------------------------------|
 AN2276| PID    Reference Object                     Distance      Geod. Az  |
 AN2276|                                                           dddmmss.s |
 AN2276| CV7003 CARLOS RM 3                          24.050 METERS 00431     |
 AN2276| AN2275 PORT O CONNOR BEACON 3              APPROX. 4.0 KM 1471844.7 |
 AN2276| AN2277 PORT O CONNOR MUN TANK              APPROX. 2.3 KM 1824134.1 |
 AN2276| CV7001 CARLOS RM 1                          76.400 METERS 19543     |
 AN2276| CV7002 CARLOS RM 2                          27.010 METERS 26717     |
 AN2276|---------------------------------------------------------------------|
 AN2276
 AN2276                          SUPERSEDED SURVEY CONTROL
 AN2276
 AN2276  NAD 83(1986)-  28 28 04.33269(N)    096 25 16.93716(W) AD(       ) 2
 AN2276  NAD 27      -  28 28 03.32500(N)    096 25 16.03400(W) AD(       ) 2
 AN2276  NGVD 29 (07/19/86)    3.9    (m)           13.     (f) VERT ANG       
 AN2276
 AN2276.Superseded values are not recommended for survey control.
 AN2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2276.See file dsdata.txt to determine how the superseded data were derived.
 AN2276
 AN2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5248051742(NAD 83)
 AN2276_MARKER: DS = TRIANGULATION STATION DISK
 AN2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2276
 AN2276  HISTORY     - Date     Condition        Report By
 AN2276  HISTORY     - 1934     MONUMENTED       CGS
 AN2276  HISTORY     - 1938     GOOD             WESGEO
 AN2276  HISTORY     - 1943     GOOD             USE
 AN2276  HISTORY     - 1943     GOOD             CGS
 AN2276  HISTORY     - 1946     GOOD             USE
 AN2276  HISTORY     - 1948     GOOD             CGS
 AN2276  HISTORY     - 1950     GOOD             CGS
 AN2276  HISTORY     - 1969     GOOD             CGS
 AN2276  HISTORY     - 1978     GOOD             NGS
 AN2276
 AN2276                          STATION DESCRIPTION
 AN2276
 AN2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2276'STATION IS LOCATED ON THE W SHORE OF MATAGORDA BAY, 1 MILE
 AN2276'NNW FROM PORT O CONNOR, 150 METERS SW FROM BAY SHORE, 250
 AN2276'METERS WNW FROM MOUTH OF A SMALL BAYOU LOCALLY CALLED BOGGY
 AN2276'BAYOU, AND 75 METERS NNE FROM THE RUINS OF AN OLD STONE
 AN2276'FOUNDATION.
 AN2276'
 AN2276'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2276'
 AN2276'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2276'LARGE WHITE BARN ON HOOD RANCH (3 MILES DISTANT), 204 DEG
 AN2276'30 MIN.  SPIRE ON CHURCH AT PORT O CONNOR, 137 DEG 00 MIN.
 AN2276'AND U.S. COAST GUARD STATION, 162 DEG 30 MIN.
 AN2276'
 AN2276'HEIGHT OF LIGHT ABOVE STATION MARK - 9.1 METERS.
 AN2276
 AN2276                          STATION RECOVERY (1938)
 AN2276
 AN2276'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2276'RECOVERED AS DESCRIBED.
 AN2276
 AN2276                          STATION RECOVERY (1943)
 AN2276
 AN2276'RECOVERY NOTE BY US ENGINEERS 1943
 AN2276'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 AN2276'CONDITION AFTER HURRICANE OF AUGUST 1942 WHEN WATER COVERED THE
 AN2276'STATION.
 AN2276'
 AN2276'STATION LIES ON THE N SIDE OF RANCH FENCE EXTENDING INTO THE
 AN2276'BAY.  CHURCH IN PORT O CONNOR HAS BEEN DEMOLISHED.
 AN2276
 AN2276                          STATION RECOVERY (1943)
 AN2276
 AN2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (TLC)
 AN2276'STATION AND R.M. NO. 1 AND R.M. NO. 2 WERE FOUND IN GOOD
 AN2276'CONDITION AFTER HURRICANE OF AUGUST 1942 WHEN WATER WAS
 AN2276'CONSIDERABLY OVER STATION.
 AN2276'
 AN2276'ONLY CHANGES IN THE DESCRIPTION ARE THAT--STATION LIES ON THE
 AN2276'NORTH SIDE OF RANCH FENCE EXTENDING INTO THE BAY, AND MAGNETIC
 AN2276'BEARING TO SPIRE ON CHURCH IN PORT O CONNOR IS NO GOOD SINCE
 AN2276'CHURCH WAS DEMOLISHED.
 AN2276
 AN2276                          STATION RECOVERY (1946)
 AN2276
 AN2276'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2276'ORIGINAL DESCRIPTION IS ACCURATE.  NO SEARCH WAS MADE FOR
 AN2276'REFERENCE MARKS.
 AN2276
 AN2276                          STATION RECOVERY (1948)
 AN2276
 AN2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2276'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 AN2276'DESCRIPTION IS ADEQUATE.
 AN2276
 AN2276                          STATION RECOVERY (1950)
 AN2276
 AN2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AN2276'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AN2276'THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 AN2276
 AN2276                          STATION RECOVERY (1969)
 AN2276
 AN2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2276'THIS STATION WAS NOT VISITED AT THIS TIME.  THE TEXAS HIGHWAY
 AN2276'DEPARTMENT STATED THEY RECOVERED STATION ON 2/12/69.  STATION
 AN2276'MARK REFERENCE MARK NO. 1 AND NO. 2 WERE FOUND TO BE IN GOOD
 AN2276'CONDITION.  ALSO DESCRIPTION IS ADEQUATE EXCEPT FOR BEARINGS
 AN2276'TO BARN AND SPIRE ON CHURCH AS DESCRIBED IN ORIGINAL DESCRIPTION,
 AN2276'THEY HAVE BEEN DESTROYED.
 AN2276'
 AN2276'THE STATION CAN BE REACHED BY BOAT ONLY.
 AN2276'
 AN2276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 AN2276'NORTH-NORTHWEST OF PORT O CONNOR
 AN2276
 AN2276                          STATION RECOVERY (1978)
 AN2276
 AN2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2276'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 AN2276'CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED, WITH PART OF
 AN2276'THE CONCRETE MONUMENT FOUND.  A DIFFERENCE OF 0.590 METER
 AN2276'SHORTER IN DISTANCE TO REFERENCE MARK 2 WAS NOTED AND VERIFIED
 AN2276'AT THIS TIME.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 AN2276'TIME.  DUE TO CHANGES IN THE AREA, A NEW DESCRIPTION FOLLOWS.
 AN2276'
 AN2276'THE STATION IS LOCATED 2 MILES NORTH OF PORT O CONNOR, NEAR
 AN2276'THE BAY SHORE, AND ON PROPERTY OWNED BY THE SOUTHWEST TEXAS
 AN2276'CORPORATION, P.O. BOX 1228, SAN ANTONIO, TEXAS 78206.
 AN2276'
 AN2276'TO REACH FROM SECOND STREET AND STATE HIGHWAY 185 IN PORT
 AN2276'O CONNOR, GO WEST ON STATE HIGHWAY 185 FOR 8.0 MILES TO FARM
 AN2276'ROAD 1289 ON THE RIGHT.  TURN RIGHT AND GO NORTH ON FARM ROAD
 AN2276'1289 FOR 0.6 MILE TO A LOCKED GATE ON THE RIGHT.  TURN RIGHT
 AN2276'AND GO EASTERLY ON GRAVELED ROAD FOR 3.2 MILES TO A Y-FORK.
 AN2276'KEEP RIGHT FORK AND CONTINUE EASTERLY FOR 1.4 MILES TO A
 AN2276'Y-FORK.  TAKE RIGHT FORK AND GO SOUTHEASTERLY FOR 1.5 MILES TO
 AN2276'A CROSSROAD.  TURN LEFT AND GO NORTHEAST AN EAST FOR 1.8 MILES
 AN2276'TO A POINT WHERE THE MAIN ROAD CURVES TO THE LEFT AND GOES
 AN2276'NORTH.  CONTINUE EASTERLY FOR 0.2 MILE TO A POINT WHERE THE
 AN2276'MAIN ROAD CURVES TO THE LEFT.  KEEP STRAIGHT AHEAD AND GO EAST
 AN2276'ON TRACK ROAD FOR 1.0 MILE TO THE STATION ON THE RIGHT, JUST
 AN2276'BEFORE REACHING THE BAY SHORE.
 AN2276'
 AN2276'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AN2276'STAMPED---CARLOS 1934---,
 AN2276'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AN2276'SIDE PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 AN2276'108 FEET WEST FROM THE EDGE OF THE HIGH WATER LINE AND
 AN2276'15 FEET SOUTH FROM THE CENTER OF A FIELD ROAD.
 AN2276'
 AN2276'REFERENCE MARK 2 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AN2276'STAMPED---CARLOS NO 2 1934---,
 AN2276'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AN2276'SIDE FLUSH WITH THE GROUND.  IT IS
 AN2276'191 FEET WEST FROM THE EDGE OF THE HIGH WATER LINE AND
 AN2276'13 FEET NORTH FROM THE CENTER OF A FIELD ROAD.
 AN2276'
 AN2276'REFERENCE MARK 3 IS A STANDARD NGS DISK
 AN2276'STAMPED---CARLOS 1934 NO 3 1978---,
 AN2276'BRAZED TO THE TOP OF A 2-INCH GALVANIZED PIPE PROJECTING
 AN2276'3 INCHES ABOVE THE GROUND.  IT IS
 AN2276'65 FEET NORTH FROM THE CENTER OF THE FIELD ROAD AND
 AN2276'59 FEET WEST FROM THE EDGE OF THE HIGH WATER LINE.
 AN2276'
 AN2276'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 3.4 METERS.
 AN2276'NO SUITABLE LOCATION TO ESTABLISH AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0743 ***********************************************************************
 AO0743  DESIGNATION -  CARLOW
 AO0743  PID         -  AO0743
 AO0743  STATE/COUNTY-  TX/DIMMIT
 AO0743  USGS QUAD   -  ASHERTON NW (1982)
 AO0743
 AO0743                         *CURRENT SURVEY CONTROL
 AO0743  ___________________________________________________________________
 AO0743* NAD 83(1993)-  28 22 47.74211(N)    099 56 35.83721(W)     ADJUSTED  
 AO0743* NAVD 88     -       253.5    (meters)     832.     (feet)  VERTCON   
 AO0743  ___________________________________________________________________
 AO0743  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AO0743  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AO0743
 AO0743  HORZ ORDER  -  FIRST
 AO0743
 AO0743.The horizontal coordinates were established by classical geodetic methods
 AO0743.and adjusted by the National Geodetic Survey in February 1996..
 AO0743
 AO0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0743
 AO0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0743
 AO0743.The geoid height was determined by GEOID03.
 AO0743
 AO0743;                    North         East     Units Scale Factor Converg.
 AO0743;SPC TXSC     - 4,060,952.896   507,544.790   MT  1.00000098   -0 27 43.7
 AO0743;SPC TXSC     -13,323,309.63  1,665,169.87   sFT  1.00000098   -0 27 43.7
 AO0743;UTM  14      - 3,139,651.785   407,578.555   MT  0.99970542   -0 26 54.2
 AO0743
 AO0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0743!SPC TXSC     -   0.99996388  x   1.00000098  =   0.99996486
 AO0743!UTM  14      -   0.99996388  x   0.99970542  =   0.99966931
 AO0743
 AO0743|---------------------------------------------------------------------|
 AO0743| PID    Reference Object                     Distance      Geod. Az  |
 AO0743|                                                           dddmmss.s |
 AO0743| CV4469 CARLOW RM 2                          10.554 METERS 02351     |
 AO0743| AO0773 CARRIZO SPRINGS MUN TANK            APPROX.18.0 KM 0255444.7 |
 AO0743| AO0772 CARRIZO SPRINGS BAP CH SPIRE        APPROX.17.7 KM 0263947.5 |
 AO0743| CV4468 CARLOW RM                            12.954 METERS 12707     |
 AO0743| CV4470 CARLOW RM 3                          10.036 METERS 14252     |
 AO0743| AO0741 DENTONIO WINDMILL                   APPROX. 6.1 KM 1901819.5 |
 AO0743| AO0738 DENTONIO HOTEL SOUTH GABLE          APPROX. 6.5 KM 1902156.4 |
 AO0743| AO0739 WINDMILL NEAR CLUMP OF TREES        APPROX. 5.5 KM 1972744.2 |
 AO0743| AP0217 WINDMILL NEAR STA BARR              APPROX.12.4 KM 2254654.1 |
 AO0743| CV4467 CARLOW AZ MK                                       2291558.3 |
 AO0743| AP0219 WINDMILL NEAR STA RED               APPROX.10.0 KM 2351619.2 |
 AO0743| AO0740 WINDMILL                            APPROX. 4.5 KM 2372335.8 |
 AO0743|---------------------------------------------------------------------|
 AO0743
 AO0743                          SUPERSEDED SURVEY CONTROL
 AO0743
 AO0743  NAD 83(1986)-  28 22 47.73862(N)    099 56 35.81422(W) AD(       ) 1
 AO0743  NAD 27      -  28 22 46.77500(N)    099 56 34.60800(W) AD(       ) 1
 AO0743  NGVD 29 (07/19/86)  253.4    (m)          831.     (f) VERT ANG       
 AO0743
 AO0743.Superseded values are not recommended for survey control.
 AO0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0743.See file dsdata.txt to determine how the superseded data were derived.
 AO0743
 AO0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0757939652(NAD 83)
 AO0743_MARKER: DS = TRIANGULATION STATION DISK
 AO0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0743_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0743
 AO0743  HISTORY     - Date     Condition        Report By
 AO0743  HISTORY     - 1918     MONUMENTED       CGS
 AO0743  HISTORY     - 1935     GOOD             CGS
 AO0743  HISTORY     - 1937     GOOD             TXHD
 AO0743  HISTORY     - 1972     SEE DESCRIPTION  NGS
 AO0743
 AO0743                          STATION DESCRIPTION
 AO0743
 AO0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AO0743'STATION IS ABOUT 4 MILES N OF DENTONIO, ON A LONG FLAT RIDGE
 AO0743'EXTENDING NE AND SW.
 AO0743'
 AO0743'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AO0743'CONCRETE.
 AO0743'
 AO0743'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AO0743'
 AO0743'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AO0743'CONCRETE, 12.954 METERS (42.50 FEET) FROM THE STATION, S 52 DEG
 AO0743'53 MIN E.
 AO0743'
 AO0743'THE STATION MAY BE REACHED FROM DENTONIO BY FOLLOWING THE
 AO0743'CARRIZO SPRINGS ROAD 3 MILES TO CORNER OF A WIRE FENCE ON THE
 AO0743'W SIDE OF THE ROAD, WINDMILL, AND WOOD TANK ABOUT 50 METERS
 AO0743'(164 FEET) W OF THE ROAD, AND A DIM ROAD CROSSING.  TURN INTO
 AO0743'THIS ROAD TO THE E AND FOLLOW 1 MILE ACROSS A SMALL VALLEY
 AO0743'TO A HILL ON WHICH THE STATION IS LOCATED.  IT IS 10 METERS
 AO0743'(33 FEET) S OF A SINGLE SPANISH DAGGER PLANT 40 METERS (131
 AO0743'FEET) FROM THE SHARP DECLINE TO THE S AND 40 METERS (131 FEET)
 AO0743'FROM THE DECLINE TO THE W.
 AO0743'
 AO0743'ELEVATION OF STATION, 253.4 METERS (831 FEET).
 AO0743
 AO0743                          STATION RECOVERY (1935)
 AO0743
 AO0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WIG)
 AO0743'STATION IN GOOD CONDITION.  ORIGINAL DESCRIPTION GOOD.
 AO0743
 AO0743                          STATION RECOVERY (1937)
 AO0743
 AO0743'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AO0743'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 AO0743'AS DESCRIBED.
 AO0743'
 AO0743'A REVISED DESCRIPTION FOR REACHING STATION IS GIVEN--BEGINNING
 AO0743'AT DENTONIO SCHOOLHOUSE, GO N ON ROAD TOWARD CARRIZO SPRINGS
 AO0743'4.0 MILES TO CORNER OF A WIRE FENCE ON W SIDE OF ROAD,
 AO0743'WINDMILL AND TANK ABOUT 275 FEET W OF A ROAD AND A MODERATELY
 AO0743'TRAVELED TRAIL LEADING EASTWARD.  STATION BEARS N 58 DEG
 AO0743'E (MAGNETIC) FROM THIS POINT AND MAY BE REACHED BY FOLLOWING
 AO0743'THE TRAIL EASTWARD ABOUT 1 MILE AND THEN TAKING A DIM TRAIL
 AO0743'TO THE RIGHT FOR 0.2 MILE TO WATERHOLE AND STATION 840 FEET
 AO0743'E OF WATERHOLE.
 AO0743
 AO0743                          STATION RECOVERY (1972)
 AO0743
 AO0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0743'THE STATION MARK WAS RECOVERED AND FOUND TO BE LOOSE.  UPON REMOVING
 AO0743'THE SURFACE MARK IT WAS FOUND THE UNDERGROUND MARK WAS ONLY ABOUT 10
 AO0743'INCHES UNDERGROUND AND WAS NOT A NAIL IN CONCRETE, BUT A DISK THAT
 AO0743'WAS NOT STAMPED.  THE MARK WAS STAMPED AND LOWERED AND A NEW
 AO0743'SURFACE MARK WAS SET, HOLDING THE EXACT POSITION AS THE ORIGINAL
 AO0743'UNDERGROUND MARK FOR BOTH DISKS.  THE ORIGINAL REFERENCE MARK WAS
 AO0743'NOT RECOVERED.  REFERENCE MARK 2, REFERENCE MARK 3 AND
 AO0743'AN AZIMUTH MARK WERE ESTABLISHED.  FOLLOWING IS A NEW
 AO0743'DESCRIPTION.
 AO0743'
 AO0743'THE STATION IS ABOUT 11 MILES WEST AND 4 MILES SOUTH OF ASHERTON, 10
 AO0743'MILES SOUTH AND 5 MILES WEST OF CARRIZO SPRINGS AND ON PROPERTY
 AO0743'OWNED BY E.C. MCROREY, SUNSET LODGE, PEARSALL TEXAS, TELEPHONE
 AO0743'NUMBER 334-3693.
 AO0743'
 AO0743'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 AO0743'HIGHWAY 85 IN CARRIZO SPRINGS, GO SOUTH ON HIGHWAY 83 FOR 0.1 MILE
 AO0743'TO THE JUNCTION WITH U.S. HIGHWAY 277.  TURN RIGHT AND GO WEST ON
 AO0743'HIGHWAY 277 FOR 0.2 MILE TO THE JUNCTION WITH FARM ROAD 186.  TURN
 AO0743'LEFT AND GO SOUTHWEST AND SOUTH ON ROAD 186 FOR 1.25 MILES TO
 AO0743'FARM ROAD 2367.  CONTINUE SOUTH AND SOUTHWEST ON ROAD 186 FOR
 AO0743'9.75 MILES TO THE END OF THE PAVEMENT AND A SIDE ROAD ON THE LEFT.
 AO0743'TURN LEFT AND GO SOUTHEAST AND SOUTH ON A GRADED ROAD FOR 2.25
 AO0743'MILES TO A SIDE ROAD AND A GATE ON THE LEFT.  TURN LEFT, PASSING
 AO0743'THROUGH THE GATE, AND GO EAST ON A TRACK ROAD FOR 0.55 MILE TO A
 AO0743'FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON TRACK ROAD FOR 0.3
 AO0743'MILE TO A FORK, TAKE THE RIGHT FORK AND GO NORTHEAST ON A TRACK
 AO0743'ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 AO0743'NORTHEAST ON THE TRACK ROAD FOR 0.3 MILE TO THE STATION ON THE
 AO0743'LEFT.
 AO0743'
 AO0743'STATION MARKS ARE STANDARD DISKS, STAMPED CARLOW 1917 1972.  THE
 AO0743'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AO0743'MONUMENT, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 93.5 FEET
 AO0743'NORTHWEST OF THE CENTER OF THE TRACK ROAD AND 5.0 FEET SOUTHEAST
 AO0743'OF A WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 AO0743'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AO0743'
 AO0743'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARLOW NO 2 1917 1972,
 AO0743'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AO0743'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 34.3 FEET NORTHEAST OF
 AO0743'THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0743'
 AO0743'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CARLOW NO 3 1917 1972,
 AO0743'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AO0743'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 63.0 FEET NORTHWEST OF
 AO0743'THE CENTER OF THE TRACK ROAD, 37.6 FEET SOUTHEAST OF THE WITNESS
 AO0743'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0743'
 AO0743'AZIMUTH MARK IS A STANDARD DISK, STAMPED CARLOW 1917 1972, SET IN THE
 AO0743'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3
 AO0743'INCHES ABOVE THE GROUND.  IT IS 16.0 FEET WEST OF THE CENTER OF A
 AO0743'TRACK ROAD AND 2.4 FEET NORTH OF A WITNESS POST.
 AO0743'
 AO0743'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES SOUTHWEST
 AO0743'OF CARRIZO SPRINGS.
 AO0743'
 AO0743'HEIGHT OF LIGHT ABOVE STATION MARK 10.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0908 ***********************************************************************
 CB0908  DESIGNATION -  CARLSBAD
 CB0908  PID         -  CB0908
 CB0908  STATE/COUNTY-  TX/TOM GREEN
 CB0908  USGS QUAD   -  MOUNT NEBO (1978)
 CB0908
 CB0908                         *CURRENT SURVEY CONTROL
 CB0908  ___________________________________________________________________
 CB0908* NAD 83(1993)-  31 35 19.05421(N)    100 35 56.02432(W)     ADJUSTED  
 CB0908* NAVD 88     -       608.     (meters)    1995.     (feet)  SCALED    
 CB0908  ___________________________________________________________________
 CB0908  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CB0908  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CB0908
 CB0908  HORZ ORDER  -  SECOND
 CB0908
 CB0908.The horizontal coordinates were established by classical geodetic methods
 CB0908.and adjusted by the National Geodetic Survey in February 1996..
 CB0908
 CB0908.The orthometric height was scaled from a topographic map.
 CB0908
 CB0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0908
 CB0908.The geoid height was determined by GEOID03.
 CB0908
 CB0908;                    North         East     Units Scale Factor Converg.
 CB0908;SPC TX C     - 3,213,093.754   674,796.477   MT  0.99993411   -0 08 12.4
 CB0908;SPC TX C     -10,541,625.09  2,213,894.77   sFT  0.99993411   -0 08 12.4
 CB0908;UTM  14      - 3,495,948.436   348,296.414   MT  0.99988385   -0 50 15.7
 CB0908
 CB0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0908!SPC TX C     -   0.99990833  x   0.99993411  =   0.99984244
 CB0908!UTM  14      -   0.99990833  x   0.99988385  =   0.99979219
 CB0908
 CB0908:                Primary Azimuth Mark                     Grid Az
 CB0908:SPC TX C     -  POPE SILO                                005 57 02.0
 CB0908:UTM  14      -  POPE SILO                                006 39 05.3
 CB0908
 CB0908|---------------------------------------------------------------------|
 CB0908| PID    Reference Object                     Distance      Geod. Az  |
 CB0908|                                                           dddmmss.s |
 CB0908| CB0909 POPE SILO                           APPROX. 1.8 KM 0054849.6 |
 CB0908| CV4473 CARLSBAD RM 2                        24.930 METERS 08707     |
 CB0908| CV4472 CARLSBAD RM 1                        21.770 METERS 17558     |
 CB0908| CV4471 CARLSBAD AZ MK                                     1785647.6 |
 CB0908| CB0911 SANATORIUM TB SANATORIUM STK        APPROX. 5.4 KM 2963715.5 |
 CB0908| CB0912 SANATORIUM TB SANATORIUM TK         APPROX. 5.5 KM 2964403.4 |
 CB0908| CB0917 WATER VALLEY MC LAUGHLIN MON        APPROX.13.6 KM 2973739.5 |
 CB0908| CB0914 SANATORIUM STANDPIPE                APPROX. 4.4 KM 3041117.9 |
 CB0908|---------------------------------------------------------------------|
 CB0908
 CB0908                          SUPERSEDED SURVEY CONTROL
 CB0908
 CB0908  NAD 83(1986)-  31 35 19.06108(N)    100 35 56.01004(W) AD(       ) 2
 CB0908  NAD 27      -  31 35 18.50000(N)    100 35 54.65000(W) AD(       ) 2
 CB0908
 CB0908.Superseded values are not recommended for survey control.
 CB0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0908.See file dsdata.txt to determine how the superseded data were derived.
 CB0908
 CB0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4829695948(NAD 83)
 CB0908_MARKER: DS = TRIANGULATION STATION DISK
 CB0908_SETTING: 0 = UNSPECIFIED SETTING
 CB0908
 CB0908  HISTORY     - Date     Condition        Report By
 CB0908  HISTORY     - 1943     MONUMENTED       CGS
 CB0908  HISTORY     - 20030902 POOR             INDIV
 CB0908
 CB0908                          STATION DESCRIPTION
 CB0908
 CB0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0908'STATION IS LOCATED ABOUT 13 MILES NW OF SAN ANGELO, ABOUT
 CB0908'2 MILES SE OF CARLSBAD, AND ABOUT 0.5 MILE NE OF U.S. HIGHWAY
 CB0908'87, 1 FOOT E OF THE W RIGHT-OF-WAY FENCE LINE, 12 FEET SW
 CB0908'OF A FENCE CORNER, AND ABOUT 0.1 MILE SW OF A FARMHOUSE.
 CB0908'IT IS STAMPED CARLSBAD 1943.
 CB0908'
 CB0908'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 CB0908'DISKS SET IN THE TOP OF CONCRETE POSTS PROJECTING ABOUT 5
 CB0908'INCHES ABOVE GROUND.
 CB0908'
 CB0908'REFERENCE MARK 1 IS E OF THE STATION AND ACROSS THE ROAD
 CB0908'1 FOOT NW OF THE RIGHT-OF-WAY FENCE, AND 35 FEET SE OF THE
 CB0908'CENTER LINE OF THE ROAD.
 CB0908'
 CB0908'REFERENCE MARK 2 IS W OF THE STATION, 1 FOOT SE OF THE
 CB0908'RIGHT-OF-WAY FENCE, AND 46 FEET NW OF THE CENTER LINE OF THE
 CB0908'ROAD.
 CB0908'
 CB0908'AZIMUTH MARK IS SE OF THE STATION ON THE SE SIDE OF THE ROAD
 CB0908'AND ABOUT 0.05 MILE NW OF U.S. HIGHWAY 87.  IT IS IN THE
 CB0908'RIGHT-OF-WAY FENCE LINE 28 FEET SE OF THE CENTER LINE OF
 CB0908'THE ROAD.
 CB0908'
 CB0908'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CB0908'REFERENCE MARKS ARE ALSO STAMPED WITH NUMBER.
 CB0908'
 CB0908'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 67
 CB0908'AND 87 IN SAN ANGELO, GO NW ON HIGHWAY 87 10 MILES TO A
 CB0908'SURFACED ROAD LEADING RIGHT AT GAS PUMPS AND GARAGE, CONTINUE
 CB0908'ON HIGHWAY 87, 3.7 MILES TO CROSS ROADS, TURN RIGHT ON GRADED
 CB0908'ROAD 0.55 MILE* TO STATION ON THE LEFT AS DESCRIBED ABOVE.
 CB0908'
 CB0908'*AZIMUTH MARK 0.05 MILE NW OF THIS POINT.
 CB0908'
 CB0908'HEIGHT OF LIGHT ABOVE STATION MARK-14 METERS.
 CB0908
 CB0908                          STATION RECOVERY (2003)
 CB0908
 CB0908'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CB0908'STATION IS OK
 CB0908'REFERENCE-1   31.35.319   100.35.918 LAYING ON IT'S SIDE
 CB0908'REFERENCE-1   31.35.306   100.35.933 LAYING ON IT'S SIDE
 CB0908'AZIMUTH NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2115 ***********************************************************************
 BL2115  DESIGNATION -  CARLSON
 BL2115  PID         -  BL2115
 BL2115  STATE/COUNTY-  TX/LIBERTY
 BL2115  USGS QUAD   -  HARDIN (1984)
 BL2115
 BL2115                         *CURRENT SURVEY CONTROL
 BL2115  ___________________________________________________________________
 BL2115* NAD 83(1993)-  30 10 56.10337(N)    094 44 36.61947(W)     ADJUSTED  
 BL2115* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 BL2115  ___________________________________________________________________
 BL2115  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BL2115  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL2115
 BL2115  HORZ ORDER  -  SECOND
 BL2115
 BL2115.The horizontal coordinates were established by classical geodetic methods
 BL2115.and adjusted by the National Geodetic Survey in February 1996..
 BL2115
 BL2115.The orthometric height was scaled from a topographic map.
 BL2115
 BL2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2115
 BL2115.The geoid height was determined by GEOID03.
 BL2115
 BL2115;                    North         East     Units Scale Factor Converg.
 BL2115;SPC TX C     - 3,070,679.513 1,238,117.864   MT  0.99998314   +2 52 44.7
 BL2115;SPC TX C     -10,074,387.70  4,062,058.36   sFT  0.99998314   +2 52 44.7
 BL2115;UTM  15      - 3,340,264.797   332,138.147   MT  0.99994764   -0 52 36.3
 BL2115
 BL2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2115!SPC TX C     -   1.00000025  x   0.99998314  =   0.99998339
 BL2115!UTM  15      -   1.00000025  x   0.99994764  =   0.99994789
 BL2115
 BL2115|---------------------------------------------------------------------|
 BL2115| PID    Reference Object                     Distance      Geod. Az  |
 BL2115|                                                           dddmmss.s |
 BL2115| CV8209 CARLSON RM 2                         39.377 METERS 23526     |
 BL2115| CV8207 CARLSON AZ MK                                      3525535.0 |
 BL2115| CV8208 CARLSON RM 1                         18.879 METERS 35413     |
 BL2115| BL2128 MOSS HILL TRKLINE GAS CO MAST       APPROX.12.6 KM 3560050.9 |
 BL2115|---------------------------------------------------------------------|
 BL2115
 BL2115                          SUPERSEDED SURVEY CONTROL
 BL2115
 BL2115  NAD 83(1986)-  30 10 56.11958(N)    094 44 36.60369(W) AD(       ) 2
 BL2115  NAD 27      -  30 10 55.35600(N)    094 44 35.88400(W) AD(       ) 2
 BL2115
 BL2115.Superseded values are not recommended for survey control.
 BL2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2115.See file dsdata.txt to determine how the superseded data were derived.
 BL2115
 BL2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3213840265(NAD 83)
 BL2115_MARKER: DS = TRIANGULATION STATION DISK
 BL2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2115
 BL2115  HISTORY     - Date     Condition        Report By
 BL2115  HISTORY     - 1951     MONUMENTED       CGS
 BL2115  HISTORY     - 1964     GOOD             CGS
 BL2115  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL2115
 BL2115                          STATION DESCRIPTION
 BL2115
 BL2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2115'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH OF LIBERTY, 2.2
 BL2115'MILES NORTH OF HARDIN AND IN A FARM YARD.  IT IS 95.0 FEET
 BL2115'WEST OF THE CENTER OF STATE HIGHWAY 146, 49.0 FEET SOUTH OF THE
 BL2115'CENTER OF A FARM LANE AND 45.0 FEET WEST OF A NORTH-SOUTH BOARD
 BL2115'FENCE.  IT IS SET FLUSH AND STAMPED CARLSON 1951.
 BL2115'
 BL2115'REFERENCE MARK NO. 1 IS 13.0 FEET NORTH OF THE CENTER OF A FARM
 BL2115'LANE AND SET IN AN EAST-WEST FENCE LINE.  IT PROJECTS 5 INCHES
 BL2115'AND IS STAMPED CARLSON NO 1 1951.
 BL2115'
 BL2115'REFERENCE MARK NO. 2 IS 0.5 FOOT NORTH OF AN EAST-WEST FENCE
 BL2115'LINE.  IT PROJECTS 5 INCHES AND IS STAMPED CARLSON NO 2 1951.
 BL2115'
 BL2115'THE AZIMUTH MARK IS LOCATED 0.25 MILE NORTH OF THE STATION AND
 BL2115'ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 146.  IT IS 53.0
 BL2115'FEET EAST OF THE CENTER OF STATE HIGHWAY 146, 1.5 FEET WEST OF
 BL2115'A NORTH-SOUTH FENCE LINE AND 1.0 FOOT NORTHWEST OF A WITNESS
 BL2115'POST.  IT PROJECTS 6 INCHES AND IS STAMPED CARLSON 1951.
 BL2115'
 BL2115'TO REACH THE STATION FROM THE POST OFFICE IN LIBERTY, GO NORTH
 BL2115'ON STATE HIGHWAY 146 FOR 7.65 MILES TO FARM ROAD 834 WHICH
 BL2115'IS JUST NORTH OF THE OVERPASS IN HARDIN.  CONTINUE NORTH ON
 BL2115'STATE HIGHWAY 146 FOR 2.1 MILES TO A FARM LANE ON THE LEFT AND
 BL2115'THE STATION AS DESCRIBED.
 BL2115'
 BL2115'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 BL2115
 BL2115                          STATION RECOVERY (1964)
 BL2115
 BL2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 BL2115'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 BL2115'DESCRIBED
 BL2115'
 BL2115'THE AZIMUTH MARK WAS NOT FOUND.
 BL2115
 BL2115                          STATION RECOVERY (2005)
 BL2115
 BL2115'RECOVERY NOTE BY US POWER SQUADRON 2005 (JG)
 BL2115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1027 ***********************************************************************
 BM1027  DESIGNATION -  CARMINE
 BM1027  PID         -  BM1027
 BM1027  STATE/COUNTY-  TX/FAYETTE
 BM1027  USGS QUAD   -  CARMINE (1988)
 BM1027
 BM1027                         *CURRENT SURVEY CONTROL
 BM1027  ___________________________________________________________________
 BM1027* NAD 83(1993)-  30 07 56.11527(N)    096 40 04.04522(W)     ADJUSTED  
 BM1027* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 BM1027  ___________________________________________________________________
 BM1027  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 BM1027  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BM1027
 BM1027  HORZ ORDER  -  SECOND
 BM1027
 BM1027.The horizontal coordinates were established by classical geodetic methods
 BM1027.and adjusted by the National Geodetic Survey in February 1996..
 BM1027
 BM1027.The orthometric height was scaled from a topographic map.
 BM1027
 BM1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1027
 BM1027.The geoid height was determined by GEOID03.
 BM1027
 BM1027;                    North         East     Units Scale Factor Converg.
 BM1027;SPC TXSC     - 4,257,029.632   824,703.339   MT  0.99995985   +1 08 33.3
 BM1027;SPC TXSC     -13,966,604.72  2,705,714.20   sFT  0.99995985   +1 08 33.3
 BM1027;SPC TX C     - 3,057,432.958 1,053,139.331   MT  0.99999588   +1 53 16.7
 BM1027;SPC TX C     -10,030,927.96  3,455,174.62   sFT  0.99999588   +1 53 16.7
 BM1027;UTM  14      - 3,335,736.542   724,668.364   MT  1.00022278   +1 10 16.5
 BM1027
 BM1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1027!SPC TXSC     -   0.99997862  x   0.99995985  =   0.99993847
 BM1027!SPC TX C     -   0.99997862  x   0.99999588  =   0.99997450
 BM1027!UTM  14      -   0.99997862  x   1.00022278  =   1.00020139
 BM1027
 BM1027|---------------------------------------------------------------------|
 BM1027| PID    Reference Object                     Distance      Geod. Az  |
 BM1027|                                                           dddmmss.s |
 BM1027| CV8211 CARMINE RM 1                          8.185 METERS 12606     |
 BM1027| CV8210 CARMINE AZ MK                                      1331239.0 |
 BM1027| BM1023 SHELBY HUMBLE OIL CO RAD MAST       APPROX.13.9 KM 1501028.9 |
 BM1027| CV8212 CARMINE RM 2                          8.404 METERS 31143     |
 BM1027|---------------------------------------------------------------------|
 BM1027
 BM1027                          SUPERSEDED SURVEY CONTROL
 BM1027
 BM1027  NAD 83(1986)-  30 07 56.13216(N)    096 40 04.02973(W) AD(       ) 2
 BM1027  NAD 27      -  30 07 55.35300(N)    096 40 03.12000(W) AD(       ) 2
 BM1027
 BM1027.Superseded values are not recommended for survey control.
 BM1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1027.See file dsdata.txt to determine how the superseded data were derived.
 BM1027
 BM1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU2466835737(NAD 83)
 BM1027_MARKER: DS = TRIANGULATION STATION DISK
 BM1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1027
 BM1027  HISTORY     - Date     Condition        Report By
 BM1027  HISTORY     - 1954     MONUMENTED       CGS
 BM1027
 BM1027                          STATION DESCRIPTION
 BM1027
 BM1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1027'THE STATION IS LOCATED 1.6 MILES SOUTHEAST OF THE DEPOT IN
 BM1027'CARMINE, 0.7 MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 BM1027'290 AND STATE ROUTE 237, AT THE SUMMIT OF A LOW RIDGE AND
 BM1027'DIRECTLY ACROSS THE HIGHWAY FROM THE MAIL BOX AND DRIVEWAY
 BM1027'TO MR. EMIL ROSKI,S HOUSE.
 BM1027'
 BM1027'TO REACH THE STATION FROM THE DEPOT IN CARMINE, GO SOUTHEAST
 BM1027'ON U.S. HIGHWAY 290 FOR 1.6 MILES TO THE SUMMIT OF THE RIDGE AND
 BM1027'THE STATION SITE ON THE LEFT.  TO REACH THE AZIMUTH MARK
 BM1027'FROM THE STATION, CONTINUE AHEAD ON U.S. HIGHWAY 290 FOR
 BM1027'0.3 MILE TO THE MARK ON THE RIGHT.
 BM1027'
 BM1027'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1027'POST FLUSH WITH THE GROUND.  IT IS 48 FEET NORTHEAST OF THE
 BM1027'CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF A WITNESS POST
 BM1027'AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCELINE.  THE MARK
 BM1027'IS STAMPED CARMINE 1954.
 BM1027'
 BM1027'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 BM1027'CONCRETE POST PROJECTING 4 INCHES.  IT IS 50 FEET NORTHEAST
 BM1027'OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTHWEST OF A
 BM1027'FENCE INTERSECTION AND TELEPHONE POLE.  THE MARK IS STAMPED
 BM1027'CARMINE NO 1 1954.
 BM1027'
 BM1027'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 BM1027'CONCRETE POST PROJECTING 4 INCHES.  IT IS 48 FEET NORTHEAST
 BM1027'OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET WEST OF THE
 BM1027'RIGHT-OF-WAY FENCELINE.  THE MARK IS STAMPED CARMINE NO 2
 BM1027'1954.
 BM1027'
 BM1027'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1027'POST PROJECTING 6 INCHES.  IT IS 45 FEET WEST OF THE CENTERLINE
 BM1027'OF THE HIGHWAY, 31 FEET NORTH OF THE NORTHWEST CORNER OF A BARN,
 BM1027'2 FEET NORTH OF A POWER POLE, 1 FOOT WEST OF A WITNESS POST
 BM1027'AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCELINE.  THE MARK
 BM1027'IS STAMPED CARMINE 1954.
 BM1027'
 BM1027'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2163 ***********************************************************************
 BL2163  DESIGNATION -  CARMONA RAGLEY LUMBER CO TANK
 BL2163  PID         -  BL2163
 BL2163  STATE/COUNTY-  TX/POLK
 BL2163  USGS QUAD   -  CARMONA (1984)
 BL2163
 BL2163                         *CURRENT SURVEY CONTROL
 BL2163  ___________________________________________________________________
 BL2163* NAD 83(1993)-  30 59 21.56127(N)    094 57 08.63106(W)     ADJUSTED  
 BL2163* NAVD 88     -                                                        
 BL2163  ___________________________________________________________________
 BL2163  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BL2163  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL2163
 BL2163  HORZ ORDER  -  THIRD
 BL2163
 BL2163.The horizontal coordinates were established by classical geodetic methods
 BL2163.and adjusted by the National Geodetic Survey in February 1996..
 BL2163
 BL2163
 BL2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2163
 BL2163.The geoid height was determined by GEOID03.
 BL2163
 BL2163;                    North         East     Units Scale Factor Converg.
 BL2163;SPC TX C     - 3,159,049.612 1,213,698.407   MT  0.99988177   +2 46 17.4
 BL2163;SPC TX C     -10,364,315.27  3,981,942.19   sFT  0.99988177   +2 46 17.4
 BL2163;UTM  15      - 3,430,054.409   313,574.458   MT  1.00002872   -1 00 19.9
 BL2163
 BL2163                          SUPERSEDED SURVEY CONTROL
 BL2163
 BL2163  NAD 83(1986)-  30 59 21.57215(N)    094 57 08.61829(W) AD(       ) 4
 BL2163  NAD 27      -  30 59 20.89500(N)    094 57 07.85700(W) AD(       ) 3
 BL2163
 BL2163.Superseded values are not recommended for survey control.
 BL2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2163.See file dsdata.txt to determine how the superseded data were derived.
 BL2163
 BL2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ1357430054(NAD 83)
 BL2163_MARKER: 53 = ELEVATED TANK
 BL2163
 BL2163  HISTORY     - Date     Condition        Report By
 BL2163  HISTORY     - 1949     FIRST OBSERVED   CGS
 BL2163
 BL2163                          STATION DESCRIPTION
 BL2163
 BL2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2163'THE STATION IS LOCATED 0.95 MILE SOUTH OF U.S. HIGHWAY NO.
 BL2163'287, 0.25 MILE SOUTH-SOUTHEAST OF THE POST OFFICE IN CARMONA,
 BL2163'AND IS JUST EAST OF THE MILL.
 BL2163'
 BL2163'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL ROOF
 BL2163'WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR LEGGED
 BL2163'STEEL TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT 80 FEET.
 BL2163'
 BL2163'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1410 ***********************************************************************
 AH1410  DESIGNATION -  CARNESTOLENDAS WINDMILL
 AH1410  PID         -  AH1410
 AH1410  STATE/COUNTY-  TX/KENEDY
 AH1410  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1410
 AH1410                         *CURRENT SURVEY CONTROL
 AH1410  ___________________________________________________________________
 AH1410* NAD 83(1993)-  27 08 30.46649(N)    097 28 03.40654(W)     ADJUSTED  
 AH1410* NAVD 88     -                                                        
 AH1410  ___________________________________________________________________
 AH1410  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AH1410  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AH1410
 AH1410  HORZ ORDER  -  THIRD
 AH1410
 AH1410.The horizontal coordinates were established by classical geodetic methods
 AH1410.and adjusted by the National Geodetic Survey in February 1996..
 AH1410
 AH1410
 AH1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1410
 AH1410.The geoid height was determined by GEOID03.
 AH1410
 AH1410;                    North         East     Units Scale Factor Converg.
 AH1410;SPC TX S     - 5,163,850.517   402,329.027   MT  0.99989780   +0 28 07.4
 AH1410;SPC TX S     -16,941,732.90  1,319,974.48   sFT  0.99989780   +0 28 07.4
 AH1410;UTM  14      - 3,003,067.179   651,855.557   MT  0.99988467   +0 41 57.1
 AH1410
 AH1410                          SUPERSEDED SURVEY CONTROL
 AH1410
 AH1410  NAD 83(1986)-  27 08 30.48463(N)    097 28 03.38288(W) AD(       ) 4
 AH1410  NAD 27      -  27 08 29.31400(N)    097 28 02.43100(W) AD(       ) 3
 AH1410
 AH1410.Superseded values are not recommended for survey control.
 AH1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1410.See file dsdata.txt to determine how the superseded data were derived.
 AH1410
 AH1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5185603067(NAD 83)
 AH1410_MARKER: 66 = WINDMILL
 AH1410
 AH1410  HISTORY     - Date     Condition        Report By
 AH1410  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1410
 AH1410                          STATION DESCRIPTION
 AH1410
 AH1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1410'LOCATED AT CARNESTOLENDAS RANCH HOUSE ABOUT 22 MILES E OF
 AH1410'SARITA.
 AH1410'
 AH1410'TO REACH FROM THE CROSSROADS E OF SARITA, GO E ON RANCH
 AH1410'ROAD THROUGH LOCKED GATE 5.7 MILES TO FORK JUST W OF RANCH
 AH1410'HOUSE, TAKE LEFT FORK AND GO 5.0 MILES ALONG GRADED ROAD TO
 AH1410'HOUSE ON BAFFIN BAY, TURN RIGHT ON TRACK ROAD SW OF HOUSE
 AH1410'AND GO E 14 MILES TO LOCKED GATE, PASS THROUGH GATE 0.05
 AH1410'MILE TO FORK, TAKE RIGHT FORK AND CONTINUE E AND SE 5.25
 AH1410'MILES TO A WINDMILL ABOUT 0.25 MILE TO RIGHT, CONTINUE E ON
 AH1410'TRACK ROAD 2.35 MILES TO GATE, PASS THROUGH AND FOLLOW TRACK
 AH1410'ROAD 1.8 MILES TO A LARGE SAND DUNE, TURN RIGHT ON TRACK ROAD
 AH1410'PARALLELING N SIDE OF DUNE AND CONTINUE EASTERLY 4.55 MILES
 AH1410'TO GATE, PASS THROUGH GATE AND CONTINUE 0.6 MILE TO RANCH
 AH1410'HOUSE AND STATION.
 AH1410'
 AH1410'STATION IS THE WINDMILL AT THE OLD RANCH HOUSE AND IS ABOUT
 AH1410'500 FT. NW OF THE BUILDING, 105 FT. S OF THE SW CORNER OF THE
 AH1410'CORRAL AND 12 FT. SE OF A WOODEN TANK.  THE WINDMILL HAS
 AH1410'A SKELETON STEEL TOWER AND IS ABOUT 40 FT. HIGH.
 AH1410'
 AH1410'PROBABLY THE SAME STATION AS CARNESTOLIENDAS WINDMILL, 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1408 ***********************************************************************
 AH1408  DESIGNATION -  CARNESTOLIENDOS WINDMILL
 AH1408  PID         -  AH1408
 AH1408  STATE/COUNTY-  TX/KENEDY
 AH1408  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1408
 AH1408                         *CURRENT SURVEY CONTROL
 AH1408  ___________________________________________________________________
 AH1408* NAD 83(1993)-  27 08 30.43541(N)    097 28 07.19758(W)     ADJUSTED  
 AH1408* NAVD 88     -                                                        
 AH1408  ___________________________________________________________________
 AH1408  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AH1408  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AH1408
 AH1408  HORZ ORDER  -  THIRD
 AH1408
 AH1408.The horizontal coordinates were established by classical geodetic methods
 AH1408.and adjusted by the National Geodetic Survey in February 1996..
 AH1408
 AH1408
 AH1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1408
 AH1408.The geoid height was determined by GEOID03.
 AH1408
 AH1408;                    North         East     Units Scale Factor Converg.
 AH1408;SPC TX S     - 5,163,848.707   402,224.658   MT  0.99989780   +0 28 05.6
 AH1408;SPC TX S     -16,941,726.97  1,319,632.07   sFT  0.99989780   +0 28 05.6
 AH1408;UTM  14      - 3,003,064.949   651,751.198   MT  0.99988428   +0 41 55.4
 AH1408
 AH1408                          SUPERSEDED SURVEY CONTROL
 AH1408
 AH1408  NAD 83(1986)-  27 08 30.45331(N)    097 28 07.17372(W) AD(       ) 4
 AH1408  NAD 27      -  27 08 29.28000(N)    097 28 06.22000(W) AD(       ) 3
 AH1408
 AH1408.Superseded values are not recommended for survey control.
 AH1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1408.See file dsdata.txt to determine how the superseded data were derived.
 AH1408
 AH1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5175103065(NAD 83)
 AH1408_MARKER: 66 = WINDMILL
 AH1408
 AH1408  HISTORY     - Date     Condition        Report By
 AH1408  HISTORY     - 1939     FIRST OBSERVED   CGS
 AH1408  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1408
 AH1408                          STATION DESCRIPTION
 AH1408
 AH1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1408'STATION LOST.  THE WINDMILL WAS MOVED IN 1948 TO A NEW LOCATION
 AH1408'BUT THE PIPE FOR THE WELL WHICH WAS UNDER THE WINDMILL IS
 AH1408'STILL IN PLACE.  THE PIPE WAS VERIFIED BY MR. ED. TURCOTTE
 AH1408'(KENEDY RANCH FOREMAN) AS BEING THE LOCATION OF THE 1939 WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0921 ***********************************************************************
 BM0921  DESIGNATION -  CARPENTER
 BM0921  PID         -  BM0921
 BM0921  STATE/COUNTY-  TX/HAYS
 BM0921  USGS QUAD   -  MOUNTAIN CITY (1994)
 BM0921
 BM0921                         *CURRENT SURVEY CONTROL
 BM0921  ___________________________________________________________________
 BM0921* NAD 83(1993)-  30 05 39.19753(N)    097 53 29.15640(W)     ADJUSTED  
 BM0921* NAVD 88     -       269.95   (+/-2cm)     885.7    (feet)  VERTCON   
 BM0921  ___________________________________________________________________
 BM0921  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 BM0921  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BM0921
 BM0921  HORZ ORDER  -  FIRST
 BM0921  VERT ORDER  -  THIRD ? (See Below)
 BM0921
 BM0921.The horizontal coordinates were established by classical geodetic methods
 BM0921.and adjusted by the National Geodetic Survey in February 1996..
 BM0921
 BM0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0921.The vertical order pertains to the NGVD 29 superseded value.
 BM0921
 BM0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0921
 BM0921.The geoid height was determined by GEOID03.
 BM0921
 BM0921;                    North         East     Units Scale Factor Converg.
 BM0921;SPC TXSC     - 4,251,079.595   706,853.530   MT  0.99995084   +0 32 35.2
 BM0921;SPC TXSC     -13,947,083.64  2,319,068.62   sFT  0.99995084   +0 32 35.2
 BM0921;SPC TX C     - 3,049,981.586   935,369.578   MT  1.00000607   +1 15 27.8
 BM0921;SPC TX C     -10,006,481.25  3,068,791.69   sFT  1.00000607   +1 15 27.8
 BM0921;UTM  14      - 3,329,744.146   606,820.977   MT  0.99974078   +0 33 21.3
 BM0921
 BM0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0921!SPC TXSC     -   0.99996163  x   0.99995084  =   0.99991247
 BM0921!SPC TX C     -   0.99996163  x   1.00000607  =   0.99996770
 BM0921!UTM  14      -   0.99996163  x   0.99974078  =   0.99970242
 BM0921
 BM0921:                Primary Azimuth Mark                     Grid Az
 BM0921:SPC TXSC     -  AUSTIN STATE HOSPITAL DOME               031 34 06.8
 BM0921:SPC TX C     -  AUSTIN STATE HOSPITAL DOME               030 51 14.2
 BM0921:UTM  14      -  AUSTIN STATE HOSPITAL DOME               031 33 20.7
 BM0921
 BM0921|---------------------------------------------------------------------|
 BM0921| PID    Reference Object                     Distance      Geod. Az  |
 BM0921|                                                           dddmmss.s |
 BM0921| BM0893 AUSTIN STATE HOSPITAL DOME          APPROX.27.9 KM 0320642.0 |
 BM0921| BM0901 AUSTIN CAP DOME LIBERTY STAR        APPROX.24.7 KM 0355946.5 |
 BM0921| BM0918 AUSTIN ST ED UNIV HO CROSS CUP      APPROX.19.9 KM 0405322.3 |
 BM0921| BM0919 AUSTIN ST ED UNIV BLDG SPIRE        APPROX.19.9 KM 0410947.1 |
 BM0921| CV4474 CARPENTER AZ MK                                    0704011.6 |
 BM0921| CV4475 CARPENTER RM                         57.574 METERS 09648     |
 BM0921| CV4476 CARPENTER RM 1                       27.679 METERS 14838     |
 BM0921| CV4477 CARPENTER RM 2                       33.869 METERS 22001     |
 BM0921|---------------------------------------------------------------------|
 BM0921
 BM0921                          SUPERSEDED SURVEY CONTROL
 BM0921
 BM0921  NAD 83(1986)-  30 05 39.21277(N)    097 53 29.13676(W) AD(       ) 1
 BM0921  NAD 27      -  30 05 38.44500(N)    097 53 28.11700(W) AD(       ) 1
 BM0921  NGVD 29 (07/28/98)  269.85   (m)          885.3    (f) LEVELING    3  
 BM0921
 BM0921.Superseded values are not recommended for survey control.
 BM0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0921.See file dsdata.txt to determine how the superseded data were derived.
 BM0921
 BM0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0682129744(NAD 83)
 BM0921_MARKER: DS = TRIANGULATION STATION DISK
 BM0921_SETTING: 0 = UNSPECIFIED SETTING
 BM0921
 BM0921  HISTORY     - Date     Condition        Report By
 BM0921  HISTORY     - 1903     MONUMENTED       CGS
 BM0921  HISTORY     - 1935     GOOD             CGS
 BM0921  HISTORY     - 1935     SEE DESCRIPTION  CGS
 BM0921  HISTORY     - 1935     GOOD             CGS
 BM0921  HISTORY     - 1968     SEE DESCRIPTION  CGS
 BM0921  HISTORY     - 1968     GOOD             NGS
 BM0921  HISTORY     - 1974     SEE DESCRIPTION  TXHD
 BM0921
 BM0921                          STATION DESCRIPTION
 BM0921
 BM0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 BM0921'STATION IS 4 MILES BY ROAD W BY N FROM BUDA, ON WHAT IS
 BM0921'KNOWN AS CARPENTER HILLS, IN A ROCKY PASTURE ABOUT 18 METERS
 BM0921'N OF THE BUDA AND BLANCO CITY WAGON ROAD, ON THE LAND OF
 BM0921'MRS. HARRISON, WHO LIVES ABOUT 200 METERS (656 FEET) N BY E
 BM0921'FROM THE STATION AND UPON THE SAME HILL.
 BM0921'
 BM0921'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL
 BM0921'IN AN IRON PIPE SET IN CONCRETE.
 BM0921'
 BM0921'REFERENCE MARK IS AT THE N SIDE OF THE WAGON ROAD, 0.32 METER
 BM0921'(1.0 FOOT) ON THE FIELD SIDE OF THE WIRE FENCE AND DISTANT
 BM0921'57.574 METERS (188.89 FEET) FROM THE STATION S 83 DEG
 BM0921'12 MIN E.  THE CENTER OF THE STONE CHIMNEY AT THE
 BM0921'E END OF MRS. WILLIAM HANCOCKS HOUSE IS DISTANT ABOUT 70
 BM0921'METERS (230 FEET) S 36 DEG 48 MIN W.  THE END
 BM0921'OF THE RIDGE OF THE S GABLE OF THE HOUSE OF CAPTAIN FRED COCKER
 BM0921'IS DISTANT ABOUT 1-1/2 MILES N 7 DEG 01 MIN W.  THE
 BM0921'W STONE CHIMNEY OF MR. S.H. NIVENS HOUSE, DISTANT ABOUT 1
 BM0921'MILE, IS N 59 DEG 08 MIN E.  ELEVATION OF
 BM0921'STATION, 270.1 METERS (886 FEET).
 BM0921
 BM0921                          STATION RECOVERY (1935)
 BM0921
 BM0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WM)
 BM0921'STATION MARK IN GOOD CONDITION.  REFERENCE MARK DESTROYED
 BM0921'DUE TO ROAD WORK.  DESCRIPTION ADEQUATE.
 BM0921
 BM0921                          STATION RECOVERY (1935)
 BM0921
 BM0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0921'STATION RECOVERED.  IT IS ABOUT 4 MILES W OF BUDA AND 15
 BM0921'MILES SW OF AUSTIN, ON WHAT IS KNOWN AS CARPENTERS HILL ON
 BM0921'LAND OWNED AND OCCUPIED BY E.Q. DODGEN, WHO LIVES ABOUT 300
 BM0921'YARDS N OF THE STATION.  THE MARK IS SET 59 FEET NNW OF THE
 BM0921'CENTER LINE OF THE ROAD, 44 FEET NNW OF THE RIGHT-OF-WAY
 BM0921'FENCE LINE, 300 FEET E OF POINT WHERE ROAD TURNS N.
 BM0921'
 BM0921'THE SURFACE MARK WAS RE-MARKED BY STRENGTHENING THE IRON
 BM0921'PIPE AND SETTING A STANDARD DISK STAMPED CARPENTER 1903-1935.
 BM0921'THE UNDERGROUND MARK WAS NOT DISTURBED.  MARK PROJECTS 4 INCHES.
 BM0921'
 BM0921'TWO REFERENCE MARKS AND ONE AZIMUTH MARK WERE ESTABLISHED.
 BM0921'THEY ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BM0921'
 BM0921'REFERENCE MARK NO. 1 IS SE OF THE STATION, 21 FEET S OF THE
 BM0921'CENTER LINE OF THE ROAD, 6 FEET S OF A ROW OF ROCKS ALONG
 BM0921'THE RIGHT-OF-WAY, AND STAMPED R.M. NO. 1, 1935.  MARK PROJECTS
 BM0921'6 INCHES.
 BM0921'
 BM0921'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 18 FEET S OF THE
 BM0921'CENTER LINE OF THE ROAD IN THE NE CORNER OF YARD, 61 FEET
 BM0921'NE OF THE NE CORNER OF TENANT HOUSE, AND 32 FEET NE OF
 BM0921'LARGE MESQUITE TREE, STAMPED R.M. NO. 2, 1935.  MARK PROJECTS
 BM0921'6 INCHES.
 BM0921'
 BM0921'AZIMUTH MARK IS NE OF THE STATION, 23 FEET S OF THE CENTER
 BM0921'LINE OF THE ROAD, ALONG THE RIGHT-OF-WAY FENCE LINE, AND
 BM0921'PROJECTS 6 INCHES.
 BM0921'
 BM0921'STATION REACHED FROM BUDA, LEAVE OLD HIGHWAY ONE BLOCK N OF
 BM0921'THE RAILROAD STATION GO W 0.15 MILE TO A FORK, THENCE RIGHT
 BM0921'FORK 2.9 MILES TO T ROAD, THENCE LEFT 0.25 MILE TO SIDE ROAD
 BM0921'TO RIGHT, THENCE RIGHT 1.15 MILES UPHILL TO STATION ON RIGHT.
 BM0921'
 BM0921'A LIGHT 65 FEET ABOVE CEDAR IS VISIBLE FROM THE GROUND.
 BM0921'
 BM0921'LIGHTS 4 FEET ABOVE PILOT KNOB AND ST. EDWARDS COME INTO
 BM0921'VIEW AT 13 FEET ABOVE THE GROUND.
 BM0921'
 BM0921'A LIGHT 47 FEET ABOVE BARTON 1903 COMES INTO VIEW AT 23 FEET
 BM0921'ABOVE THE GROUND.
 BM0921
 BM0921                          STATION RECOVERY (1935)
 BM0921
 BM0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BM0921'RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS ON THE TOP OF
 BM0921'THE HILL DESCRIBED, ON LAND BELONGING TO MR. E.Q. DODGEN, ABOUT
 BM0921'15 YARDS N OF THE N FENCE LINE OF THE ROAD OPPOSITE A POINT
 BM0921'ABOUT 42 YARDS E OF THE E SIDE OF A HOUSE WHICH STANDS ON
 BM0921'TOP OF THE HILL ON THE S SIDE OF THE ROAD.  THIS HOUSE IS
 BM0921'OCCUPIED NOW BY GILLIS BROWN.
 BM0921'
 BM0921'REFERENCE MARK NO. 1 IS LOCATED ABOUT 6 YARDS S OF THE CENTER
 BM0921'OF THE ROAD, AND ABOUT 14 YARDS E OF THE E SIDE OF BROWNS
 BM0921'HOUSE.
 BM0921'
 BM0921'REFERENCE MARK NO. 2 IS LOCATED ABOUT 7 YARDS S OF THE CENTER
 BM0921'OF THE ROAD, AND ABOUT 55 YARDS E OF THE E SIDE OF BROWNS
 BM0921'HOUSE.
 BM0921'
 BM0921'TO REACH THIS STATION FROM BUDA, TAKE THE GRAVEL ROAD TURNING
 BM0921'OFF AT BUDA LEADING W.  THIS GRAVEL ROAD TURNS OFF FROM STATE
 BM0921'HIGHWAY 2 AT THE MAGNOLIA FILLING STATION IN BUDA.  KEEP STRAIGHT
 BM0921'ROAD DOWN HILL AND PASS SCHOOL TO A T-ROAD, DISTANCE 3.1 MILES.
 BM0921'TAKE LEFT ROAD AT T-ROAD AND FOLLOW, TAKING NEXT RIGHT TURN
 BM0921'TO STATION, DISTANCE 1.3 MILES FROM T-ROAD.
 BM0921
 BM0921                          STATION RECOVERY (1968)
 BM0921
 BM0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JAB)
 BM0921'STATION RECOVERED.  SURFACE MARK APPARENTLY KNOCKED OUT
 BM0921'BY GRADING EQUIPMENT.  UNDERGROUND MARK, REFERENCE MARK 1 AND
 BM0921'2 ALL FOUND IN GOOD CONDITION.  TOP OF HILL IS NOW A PARKING
 BM0921'LOT FOR GRAVEL TRUCKS.
 BM0921'
 BM0921'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 BM0921'BY FARM ROAD NW OF BUDA.
 BM0921
 BM0921                          STATION RECOVERY (1968)
 BM0921
 BM0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BM0921'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30097-3, STATION 1017.
 BM0921'RECOVERED BY USGS IN 1957.
 BM0921'RECOVERY BY NGS, 1968--STATION RECOVERED.  SURFACE MARK APPARENTLY
 BM0921'KNOCKED OUT BY GRADING EQUIPMENT.  UNDERGROUND MARK, REFERENCE MARK
 BM0921'NO. 1 AND NO. 2 ALL FOUND IN GOOD CONDITION.  TOP OF HILL IS NOW A
 BM0921'PARKING LOT FOR GRAVEL TRUCKS.
 BM0921'STATION MARK--USC AND GS STANDARD BRONZE DISK SET IN CONCRETE,
 BM0921'PROJECTING 0.4 FT. ABOVE GROUND, STAMPED---CARPENTER 1903-35---.
 BM0921
 BM0921                          STATION RECOVERY (1974)
 BM0921
 BM0921'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974
 BM0921'(SUBSURFACE MARK)-GOOD
 BM0921'
 BM0921'R.M. 1-GOOD
 BM0921'
 BM0921'R.M. 2-GOOD
 BM0921'
 BM0921'1935 DESCRIPTION IS STILL ADEQUATE EXCEPT THAT THE GRAVEL
 BM0921'ROAD GOING WEST FROM BUDA IS NOW PAVED FM 967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0806 ***********************************************************************
 CR0806  DESIGNATION -  CARR
 CR0806  PID         -  CR0806
 CR0806  STATE/COUNTY-  TX/WOOD
 CR0806  USGS QUAD   -  GOLDEN (1981)
 CR0806
 CR0806                         *CURRENT SURVEY CONTROL
 CR0806  ___________________________________________________________________
 CR0806* NAD 83(1993)-  32 40 47.10713(N)    095 33 37.90036(W)     ADJUSTED  
 CR0806* NAVD 88     -       116.911  (meters)     383.57   (feet)  ADJUSTED  
 CR0806  ___________________________________________________________________
 CR0806  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CR0806  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0806  DYNAMIC HT  -         116.779 (meters)     383.13  (feet)  COMP
 CR0806  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 CR0806
 CR0806  HORZ ORDER  -  THIRD
 CR0806  VERT ORDER  -  FIRST     CLASS II
 CR0806
 CR0806.The horizontal coordinates were established by classical geodetic methods
 CR0806.and adjusted by the National Geodetic Survey in February 1996..
 CR0806
 CR0806.The orthometric height was determined by differential leveling
 CR0806.and adjusted by the National Geodetic Survey in June 1991..
 CR0806
 CR0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0806
 CR0806.The geoid height was determined by GEOID03.
 CR0806
 CR0806.The dynamic height is computed by dividing the NAVD 88
 CR0806.geopotential number by the normal gravity value computed on the
 CR0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0806.degrees latitude (g = 980.6199 gals.).
 CR0806
 CR0806.The modeled gravity was interpolated from observed gravity values.
 CR0806
 CR0806;                    North         East     Units Scale Factor Converg.
 CR0806;SPC TXNC     - 2,116,197.459   875,625.913   MT  0.99989355   +1 36 11.4
 CR0806;SPC TXNC     - 6,942,891.16  2,872,782.68   sFT  0.99989355   +1 36 11.4
 CR0806;UTM  15      - 3,618,682.947   259,912.198   MT  1.00031083   -1 22 59.5
 CR0806
 CR0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0806!SPC TXNC     -   0.99998574  x   0.99989355  =   0.99987929
 CR0806!UTM  15      -   0.99998574  x   1.00031083  =   1.00029657
 CR0806
 CR0806|---------------------------------------------------------------------|
 CR0806| PID    Reference Object                     Distance      Geod. Az  |
 CR0806|                                                           dddmmss.s |
 CR0806| CR0805 CARR RM 2                            10.859 METERS 04254     |
 CR0806| CR1250 MINEOLA MUNICIPAL TANK              APPROX. 6.8 KM 1013757.7 |
 CR0806| CR0803 CARR AZ MK                                         1094701.3 |
 CR0806| CR0807 CARR RM 1                            12.047 METERS 23200     |
 CR0806|---------------------------------------------------------------------|
 CR0806
 CR0806                          SUPERSEDED SURVEY CONTROL
 CR0806
 CR0806  NAD 83(1986)-  32 40 47.11391(N)    095 33 37.88622(W) AD(       ) 3
 CR0806  NAD 27      -  32 40 46.64450(N)    095 33 37.03920(W) AD(       ) 3
 CR0806  NGVD 29 (??/??/92)  116.936  (m)          383.65   (f) ADJ UNCH    1 2
 CR0806
 CR0806.Superseded values are not recommended for survey control.
 CR0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0806.See file dsdata.txt to determine how the superseded data were derived.
 CR0806
 CR0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5991218683(NAD 83)
 CR0806_MARKER: DS = TRIANGULATION STATION DISK
 CR0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0806_STAMPING: CARR 1957
 CR0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0806+STABILITY: SURFACE MOTION
 CR0806
 CR0806  HISTORY     - Date     Condition        Report By
 CR0806  HISTORY     - 1957     MONUMENTED       CGS
 CR0806  HISTORY     - 1959     GOOD             NGS
 CR0806  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0806
 CR0806                          STATION DESCRIPTION
 CR0806
 CR0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR0806'THE STATION IS LOCATED ABOUT 4 MILES WEST OF MINEOLA AND
 CR0806'ABOUT 0.2 MILE NORTH OF U.S. HIGHWAY NO. 80.  IT IS 105
 CR0806'FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 47 FEET
 CR0806'NORTHWEST OF THE CENTER OF AN OILED ROAD, 6 FEET SOUTH OF A
 CR0806'WHITE WITNESS POST AND 5 FEET SOUTHEAST OF A FENCE.  THE
 CR0806'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 CR0806'CARR 1957.
 CR0806'
 CR0806'REFERENCE MARK NO. 1 IS 47 FEET NORTHWEST OF THE CENTER
 CR0806'OF AN OILED ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS
 CR0806'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 CR0806'CARR NO 1 1957.
 CR0806'
 CR0806'REFERENCE MARK NO. 2 IS 47 FEET NORTHWEST OF THE CENTER OF AN
 CR0806'OILED ROAD, 6 FEET SOUTHWEST OF A POWER LINE POLE AND FENCE
 CR0806'CORNER AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS SET FLUSH
 CR0806'WITH THE SURFACE OF THE GROUND AND IS STAMPED CARR NO 2 1957.
 CR0806'
 CR0806'AZIMUTH MARK IS 110 FEET SOUTHEAST OF A U.S. HIGHWAY NO. 80
 CR0806'MARKER, 71 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 80,
 CR0806'3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 CR0806'FENCE.  THE MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE
 CR0806'OF THE GROUND AND IS STAMPED CARR 1957.
 CR0806'
 CR0806'TO REACH THE STATION FROM THE POST OFFICE IN MINEOLA, GO
 CR0806'SOUTH 1/2 BLOCK TO U.S. HIGHWAY NO. 80, TURN RIGHT AND GO WEST
 CR0806'ON U.S. HIGHWAY NO. 80 FOR 4.1 MILES TO THE AZIMUTH MARK ON
 CR0806'LEFT AS DESCRIBED, CONTINUE AHEAD ON U.S. HIGHWAY NO. 80
 CR0806'FOR 0.05 MILE TO AN OILED SIDE ROAD RIGHT, TURN RIGHT AND
 CR0806'GO NORTHERLY ON OILED ROAD FOR 0.2 MILE TO AN OILED CROSSROAD,
 CR0806'TURN LEFT AND GO WESTERLY ON OILED ROAD FOR 0.3 MILE TO THE
 CR0806'STATION ON RIGHT AS DESCRIBED.
 CR0806'
 CR0806'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 CR0806
 CR0806                          STATION RECOVERY (1959)
 CR0806
 CR0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CR0806'5.0 MI NW FROM MINEOLA.
 CR0806'ABOUT 2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0806'STATION AT MINEOLA, THENCE ABOUT 0.2 MILE NORTH-NORTHEAST ALONG A
 CR0806'GRADED DIRT ROAD, THENCE ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 80,
 CR0806'THENCE ABOUT 0.2 MILE NORTH ALONG A PAVED ROAD, THENCE ABOUT 0.3 MILE
 CR0806'SOUTHWEST ALONG A PAVED ROAD, 46 FEET NORTHWEST OF THE CENTER LINE OF
 CR0806'THE ROAD, 104.6 FEET SOUTH OF THE SOUTH CORNER OF A SMALL HOUSE, 39.5
 CR0806'FEET NORTHEAST OF CARR R.M. NO. 1, 35.6 FEET SOUTHWEST OF CARR R.M.
 CR0806'NO. 2, 6.0 FEET SOUTH-SOUTHWEST OF A WOODEN WITNESS POST, 2 FEET
 CR0806'SOUTHEAST OF A FENCE, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CR0806'GROUND.
 CR0806
 CR0806                          STATION RECOVERY (1995)
 CR0806
 CR0806'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0803 ***********************************************************************
 CR0803  DESIGNATION -  CARR AZ MK
 CR0803  PID         -  CR0803
 CR0803  STATE/COUNTY-  TX/WOOD
 CR0803  USGS QUAD   -  GOLDEN (1981)
 CR0803
 CR0803                         *CURRENT SURVEY CONTROL
 CR0803  ___________________________________________________________________
 CR0803* NAD 83(1986)-  32 40 40.     (N)    095 33 18.     (W)     SCALED    
 CR0803* NAVD 88     -       108.759  (meters)     356.82   (feet)  ADJUSTED  
 CR0803  ___________________________________________________________________
 CR0803  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0803  DYNAMIC HT  -         108.636 (meters)     356.42  (feet)  COMP
 CR0803  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 CR0803
 CR0803  VERT ORDER  -  FIRST     CLASS II
 CR0803
 CR0803.The horizontal coordinates were scaled from a topographic map and have
 CR0803.an estimated accuracy of +/- 6 seconds.
 CR0803
 CR0803.The orthometric height was determined by differential leveling
 CR0803.and adjusted by the National Geodetic Survey in June 1991..
 CR0803
 CR0803.The geoid height was determined by GEOID03.
 CR0803
 CR0803.The dynamic height is computed by dividing the NAVD 88
 CR0803.geopotential number by the normal gravity value computed on the
 CR0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0803.degrees latitude (g = 980.6199 gals.).
 CR0803
 CR0803.The modeled gravity was interpolated from observed gravity values.
 CR0803
 CR0803;                    North         East    Units  Estimated Accuracy
 CR0803;SPC TXNC     - 2,115,990.      876,150.      MT  (+/- 180 meters Scaled)
 CR0803
 CR0803                          SUPERSEDED SURVEY CONTROL
 CR0803
 CR0803  NGVD 29 (??/??/92)  108.785  (m)          356.91   (f) ADJ UNCH    1 2
 CR0803
 CR0803.Superseded values are not recommended for survey control.
 CR0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0803.See file dsdata.txt to determine how the superseded data were derived.
 CR0803
 CR0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS604184(NAD 83)
 CR0803_MARKER: DZ = AZIMUTH MARK DISK
 CR0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0803_STAMPING: CARR 1957
 CR0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0803+STABILITY: SURFACE MOTION
 CR0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0803+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0803
 CR0803  HISTORY     - Date     Condition        Report By
 CR0803  HISTORY     - 1957     MONUMENTED       CGS
 CR0803  HISTORY     - 1959     GOOD             NGS
 CR0803  HISTORY     - 19950809 GOOD             USPSQD
 CR0803  HISTORY     - 20040605 GOOD             USPSQD
 CR0803  HISTORY     - 20050711 GOOD             USPSQD
 CR0803
 CR0803                          STATION DESCRIPTION
 CR0803
 CR0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0803'4.45 MI NW FROM MINEOLA.
 CR0803'ABOUT 2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0803'STATION AT MINEOLA, THENCE ABOUT 0.2 MILE NORTH-NORTHEAST ALONG A
 CR0803'GRADED DIRT ROAD, THENCE ABOUT 1.45 MILES WEST ALONG U.S. HIGHWAY 80,
 CR0803'71 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.05 MILE EAST
 CR0803'OF THE JUNCTION OF A PAVED ROAD LEADING NORTH, 320 FEET WEST OF THE
 CR0803'CENTER LINE OF A PRIVATE DRIVEWAY, 1 FOOT NORTH OF A FENCE, 2.0 FEET
 CR0803'EAST OF A WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 CR0803'PROJECTING 8 INCHES.
 CR0803
 CR0803                          STATION RECOVERY (1995)
 CR0803
 CR0803'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0803'RECOVERED IN GOOD CONDITION.
 CR0803
 CR0803                          STATION RECOVERY (2004)
 CR0803
 CR0803'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0803'RECOVERED IN GOOD CONDITION.
 CR0803
 CR0803                          STATION RECOVERY (2005)
 CR0803
 CR0803'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0807 ***********************************************************************
 CR0807  DESIGNATION -  CARR RM 1
 CR0807  PID         -  CR0807
 CR0807  STATE/COUNTY-  TX/WOOD
 CR0807  USGS QUAD   -  GOLDEN (1981)
 CR0807
 CR0807                         *CURRENT SURVEY CONTROL
 CR0807  ___________________________________________________________________
 CR0807* NAD 83(1986)-  32 40 46.     (N)    095 33 38.     (W)     SCALED    
 CR0807* NAVD 88     -       116.739  (meters)     383.00   (feet)  ADJUSTED  
 CR0807  ___________________________________________________________________
 CR0807  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0807  DYNAMIC HT  -         116.607 (meters)     382.57  (feet)  COMP
 CR0807  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 CR0807
 CR0807  VERT ORDER  -  FIRST     CLASS II
 CR0807
 CR0807.The horizontal coordinates were scaled from a topographic map and have
 CR0807.an estimated accuracy of +/- 6 seconds.
 CR0807
 CR0807.The orthometric height was determined by differential leveling
 CR0807.and adjusted by the National Geodetic Survey in June 1991..
 CR0807
 CR0807.The geoid height was determined by GEOID03.
 CR0807
 CR0807.The dynamic height is computed by dividing the NAVD 88
 CR0807.geopotential number by the normal gravity value computed on the
 CR0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0807.degrees latitude (g = 980.6199 gals.).
 CR0807
 CR0807.The modeled gravity was interpolated from observed gravity values.
 CR0807
 CR0807;                    North         East    Units  Estimated Accuracy
 CR0807;SPC TXNC     - 2,116,160.      875,620.      MT  (+/- 180 meters Scaled)
 CR0807
 CR0807                          SUPERSEDED SURVEY CONTROL
 CR0807
 CR0807  NGVD 29 (??/??/92)  116.764  (m)          383.08   (f) ADJ UNCH    1 2
 CR0807
 CR0807.Superseded values are not recommended for survey control.
 CR0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0807.See file dsdata.txt to determine how the superseded data were derived.
 CR0807
 CR0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS599186(NAD 83)
 CR0807_MARKER: DR = REFERENCE MARK DISK
 CR0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0807_STAMPING: CARR NO 1 1957
 CR0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0807+STABILITY: SURFACE MOTION
 CR0807
 CR0807  HISTORY     - Date     Condition        Report By
 CR0807  HISTORY     - 1957     MONUMENTED       CGS
 CR0807  HISTORY     - 1959     GOOD             NGS
 CR0807  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0807
 CR0807                          STATION DESCRIPTION
 CR0807
 CR0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0807'5.0 MI NW FROM MINEOLA.
 CR0807'ABOUT 2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0807'STATION AT MINEOLA, THENCE ABOUT 0.2 MILE NORTH-NORTHEAST ALONG A
 CR0807'GRADED DIRT ROAD, THENCE ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 80,
 CR0807'THENCE ABOUT 0.2 MILE NORTH ALONG A PAVED ROAD, THENCE ABOUT 0.3 MILE
 CR0807'SOUTHWEST ALONG A PAVED ROAD, 48 FEET NORTHWEST OF THE CENTER LINE OF
 CR0807'THE ROAD, 39.5 FEET SOUTHWEST OF TRIANGULATION STATION CARR 1957, 1
 CR0807'1/2 FEET SOUTHEAST OF A FENCE, AND IN THE TOP OF A CONCRETE POST FLUSH
 CR0807'WITH THE GROUND.
 CR0807
 CR0807                          STATION RECOVERY (1995)
 CR0807
 CR0807'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0805 ***********************************************************************
 CR0805  DESIGNATION -  CARR RM 2
 CR0805  PID         -  CR0805
 CR0805  STATE/COUNTY-  TX/WOOD
 CR0805  USGS QUAD   -  GOLDEN (1981)
 CR0805
 CR0805                         *CURRENT SURVEY CONTROL
 CR0805  ___________________________________________________________________
 CR0805* NAD 83(1986)-  32 40 46.     (N)    095 33 38.     (W)     SCALED    
 CR0805* NAVD 88     -       117.203  (meters)     384.52   (feet)  ADJUSTED  
 CR0805  ___________________________________________________________________
 CR0805  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0805  DYNAMIC HT  -         117.070 (meters)     384.09  (feet)  COMP
 CR0805  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 CR0805
 CR0805  VERT ORDER  -  FIRST     CLASS II
 CR0805
 CR0805.The horizontal coordinates were scaled from a topographic map and have
 CR0805.an estimated accuracy of +/- 6 seconds.
 CR0805
 CR0805.The orthometric height was determined by differential leveling
 CR0805.and adjusted by the National Geodetic Survey in June 1991..
 CR0805
 CR0805.The geoid height was determined by GEOID03.
 CR0805
 CR0805.The dynamic height is computed by dividing the NAVD 88
 CR0805.geopotential number by the normal gravity value computed on the
 CR0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0805.degrees latitude (g = 980.6199 gals.).
 CR0805
 CR0805.The modeled gravity was interpolated from observed gravity values.
 CR0805
 CR0805;                    North         East    Units  Estimated Accuracy
 CR0805;SPC TXNC     - 2,116,160.      875,620.      MT  (+/- 180 meters Scaled)
 CR0805
 CR0805                          SUPERSEDED SURVEY CONTROL
 CR0805
 CR0805  NGVD 29 (??/??/92)  117.228  (m)          384.61   (f) ADJ UNCH    1 2
 CR0805
 CR0805.Superseded values are not recommended for survey control.
 CR0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0805.See file dsdata.txt to determine how the superseded data were derived.
 CR0805
 CR0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS599186(NAD 83)
 CR0805_MARKER: DR = REFERENCE MARK DISK
 CR0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0805_STAMPING: CARR NO 2 1957
 CR0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0805+STABILITY: SURFACE MOTION
 CR0805
 CR0805  HISTORY     - Date     Condition        Report By
 CR0805  HISTORY     - 1957     MONUMENTED       CGS
 CR0805  HISTORY     - 1959     GOOD             NGS
 CR0805  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0805
 CR0805                          STATION DESCRIPTION
 CR0805
 CR0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0805'5.0 MI NW FROM MINEOLA.
 CR0805'ABOUT 2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0805'STATION AT MINEOLA, THENCE ABOUT 0.2 MILE NORTH-NORTHEAST ALONG A
 CR0805'GRADED DIRT ROAD, THENCE ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 80,
 CR0805'THENCE ABOUT 0.2 MILE NORTH ALONG A PAVED ROAD, THENCE ABOUT 0.3 MILE
 CR0805'SOUTHWEST ALONG A PAVED ROAD, 51 FEET NORTHWEST OF THE CENTER LINE OF
 CR0805'THE ROAD, 78 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF A SMALL
 CR0805'HOUSE, 35.6 FEET NORTHEAST OF TRIANGULATION STATION CARR 1957, 6 FEET
 CR0805'SOUTHWEST OF A BRACED POLE, 1 FOOT SOUTHEAST OF A FENCE, AND IN THE
 CR0805'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CR0805
 CR0805                          STATION RECOVERY (1995)
 CR0805
 CR0805'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3042 ***********************************************************************
 CS3042  DESIGNATION -  CARRICO
 CS3042  PID         -  CS3042
 CS3042  STATE/COUNTY-  TX/TARRANT
 CS3042  USGS QUAD   -  AVONDALE (1982)
 CS3042
 CS3042                         *CURRENT SURVEY CONTROL
 CS3042  ___________________________________________________________________
 CS3042* NAD 83(1993)-  32 52 46.47080(N)    097 25 32.05136(W)     ADJUSTED  
 CS3042* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 CS3042  ___________________________________________________________________
 CS3042  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 CS3042  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CS3042
 CS3042  HORZ ORDER  -  FIRST
 CS3042
 CS3042.The horizontal coordinates were established by classical geodetic methods
 CS3042.and adjusted by the National Geodetic Survey in February 1996..
 CS3042
 CS3042.The orthometric height was scaled from a topographic map.
 CS3042
 CS3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3042
 CS3042.The geoid height was determined by GEOID03.
 CS3042
 CS3042;                    North         East     Units Scale Factor Converg.
 CS3042;SPC TXNC     - 2,135,013.149   700,531.028   MT  0.99987711   +0 35 09.6
 CS3042;SPC TXNC     - 7,004,622.31  2,298,325.55   sFT  0.99987711   +0 35 09.6
 CS3042;UTM  14      - 3,639,035.504   647,283.855   MT  0.99986748   +0 51 17.5
 CS3042
 CS3042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3042!SPC TXNC     -   0.99996215  x   0.99987711  =   0.99983927
 CS3042!UTM  14      -   0.99996215  x   0.99986748  =   0.99982964
 CS3042
 CS3042:                Primary Azimuth Mark                     Grid Az
 CS3042:SPC TXNC     -  HICKS ARMY AIRFIELD CONTROL TR           031 47 08.6
 CS3042:UTM  14      -  HICKS ARMY AIRFIELD CONTROL TR           031 31 00.7
 CS3042
 CS3042|---------------------------------------------------------------------|
 CS3042| PID    Reference Object                     Distance      Geod. Az  |
 CS3042|                                                           dddmmss.s |
 CS3042| CS3041 HICKS ARMY AIRFIELD CONTROL TR      APPROX. 4.3 KM 0322218.2 |
 CS3042| CS3014 SAGINAW GLOBE AIRCRAFT CO TANK      APPROX. 7.8 KM 1053317.5 |
 CS3042| CS2990 FORT WORTH RAD RNG TR CEN           APPROX. 7.1 KM 1091911.6 |
 CS3042| CS3001 FORT WORTH MEACHAM AIR FLD TWR      APPROX. 9.1 KM 1351112.6 |
 CS3042| CX9133 CARRICO AZ MK 2                                    14809     |
 CS3042| CX9132 CARRICO AZ MK                                      1755554.8 |
 CS3042| CX9134 CARRICO RM 1                         32.352 METERS 21533     |
 CS3042| CX9136 CARRICO RM 3                         12.010 METERS 21829     |
 CS3042| CX9137 CARRICO RM 4                         32.166 METERS 31221     |
 CS3042| CX9135 CARRICO RM 2                         34.534 METERS 32625     |
 CS3042|---------------------------------------------------------------------|
 CS3042
 CS3042                          SUPERSEDED SURVEY CONTROL
 CS3042
 CS3042  NAD 83(1993)-  32 52 46.47342(N)    097 25 32.03571(W) AD(       ) 1
 CS3042  NAD 83(1986)-  32 52 46.47436(N)    097 25 32.03501(W) AD(       ) 1
 CS3042  NAD 27      -  32 52 46.01960(N)    097 25 30.96510(W) AD(       ) 1
 CS3042
 CS3042.Superseded values are not recommended for survey control.
 CS3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3042.See file dsdata.txt to determine how the superseded data were derived.
 CS3042
 CS3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4728439036(NAD 83)
 CS3042_MARKER: DS = TRIANGULATION STATION DISK
 CS3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3042+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 CS3042
 CS3042  HISTORY     - Date     Condition        Report By
 CS3042  HISTORY     - 1935     MONUMENTED       CGS
 CS3042  HISTORY     - 1937     GOOD             TXHD
 CS3042  HISTORY     - 1946     GOOD             CGS
 CS3042  HISTORY     - 1953     GOOD             CGS
 CS3042  HISTORY     - 1966     GOOD             CGS
 CS3042  HISTORY     - 1980     GOOD             LOCSUR
 CS3042  HISTORY     - 19970301 GOOD             USPSQD
 CS3042  HISTORY     - 20030313 GOOD             INDIV
 CS3042
 CS3042                          STATION DESCRIPTION
 CS3042
 CS3042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS3042'STATION IS ABOUT 3-3/4 MILES WNW OF SAGINAW, ABOUT 9 MILES SSE OF
 CS3042'NEWARK, ABOUT 10 MILES NNW OF THE COURTHOUSE IN FORT WORTH,
 CS3042'ABOUT 3/4 MILE N OF WAYSIDE SCHOOL 17, ON FARM OWNED AND
 CS3042'OCCUPIED BY THOMAS CARRICO, ABOUT 0.2 MILE NNW OF HIS HOUSE,
 CS3042'ON A FLAT RIDGE, IN S END OF HIS PASTURE, 25 FEET N OF
 CS3042'THE S PASTURE FENCE, 84 FEET E OF CENTER LINE OF N-S MACADAM
 CS3042'ROAD, 61 FEET E OF THE W PASTURE (RIGHT-OF-WAY) FENCE, 96
 CS3042'FEET SE OF AN 8-INCH TREE THAT STANDS ON RIGHT-OF-WAY FENCE
 CS3042'LINE, 55 FEET ENE OF THE CORNER POST AT N END OF THE CATTLE
 CS3042'LANE.
 CS3042'
 CS3042'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3042'IN THE TOP OF CONCRETE POSTS.  STATION MARK PROJECTS 2 INCHES.
 CS3042'
 CS3042'REFERENCE MARK 1 IS SW OF STATION, 23 FEET E OF CENTER LINE
 CS3042'OF THE MACADAM ROAD, 1 FOOT W OF THE W CATTLE LANE (RIGHT-OF-WAY)
 CS3042'FENCE, AND 57 FEET S OF N END OF CATTLE LANE.  IT IS A BRONZE
 CS3042'REFERENCE DISK, SET IN THE TOP OF A CONCRETE POST, AND PROJECTS
 CS3042'6 INCHES.
 CS3042'
 CS3042'REFERENCE MARK 2 IS NW OF STATION, 24 FEET E OF CENTER LINE
 CS3042'OF THE MACADAM ROAD, 1 FOOT W OF W PASTURE (RIGHT-OF-WAY)
 CS3042'FENCE, 18 FEET N OF THE 8-INCH TREE THAT STANDS ON THE RIGHT-OF-WAY
 CS3042'FENCE LINE, AND 179.01 FEET N OF REFERENCE MARK 1.  IT IS
 CS3042'A BRONZE REFERENCE DISK, SET IN THE TOP OF A CONCRETE POST,
 CS3042'AND PROJECTS 4 INCHES.
 CS3042'
 CS3042'AZIMUTH MARK IS S OF STATION, ABOUT 0.15 MILE NNE OF WAYSIDE
 CS3042'SCHOOL 17, 15 FEET N OF CENTER LINE OF E-W MACADAM ROAD,
 CS3042'1 FOOT S OF PASTURE (RIGHT-OF-WAY) FENCE, AND ABOUT 150
 CS3042'FEET E OF SW CORNER POST OF PASTURE.  IT IS A BRONZE AZIMUTH
 CS3042'DISK, SET IN THE TOP OF A CONCRETE POST, AND PROJECTS 2 INCHES.
 CS3042'
 CS3042'TO REACH FROM THE POST OFFICE IN SAGINAW, GO N ON U.S. 81,
 CS3042'0.2 MILE, THENCE W ON GRADED DIRT ROAD 1.55 MILES TO A N-S
 CS3042'MACADAM ROAD, THENCE N ON MACADAM 0.75 MILE TO A DIRT T-ROAD
 CS3042'LEADING W, THENCE W ON GRADED DIRT ROAD 1.5 MILES TO ANOTHER
 CS3042'MACADAM ROAD.  CONTINUE W ON MACADAM ROAD 0.5 MILE TO WHERE
 CS3042'IT TURNS N AT A POINT ABOUT 0.15 MILE N OF THE WAYSIDE SCHOOL
 CS3042'17, THENCE N ON MACADAM 0.6 MILE TO TOP OF RIDGE AND STATION
 CS3042'ON E SIDE OF ROAD.
 CS3042'
 CS3042'THE FOLLOWING SIGNALS ARE VISIBLE FROM THE GROUND--47-FOOT
 CS3042'AT KELLER, 4-FOOT AT HOELSCHER, 12-FOOT AT FAIR, 47-FOOT
 CS3042'AT COZBY, 87-FOOT AT RICHARDSON, 74-FOOT AT MARTIN.
 CS3042'
 CS3042'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 CS3042
 CS3042                          STATION RECOVERY (1937)
 CS3042
 CS3042'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CS3042'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED AND FOUND TO
 CS3042'BE IN GOOD CONDITION AS DESCRIBED.
 CS3042
 CS3042                          STATION RECOVERY (1946)
 CS3042
 CS3042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3042'STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1935 AND
 CS3042'ALL MARKS WERE FOUND IN GOOD CONDITION WITH THE EXCEPTION
 CS3042'OF THE AZIMUTH MARK AND REFERENCE MARK 1.  THE OLD AZIMUTH
 CS3042'MARK WAS FOUND DAMAGED, AND A NEW DISK WAS PLACED IN THE
 CS3042'SAME LOCATION AS THE OLD DISK.  REFERENCE MARK 1 WAS FOUND
 CS3042'BEHIND A POWER-LINE POLE, AND A NEW REFERENCE MARK, NUMBER
 CS3042'3, WAS ESTABLISHED.
 CS3042'
 CS3042'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 CS3042'SET IN CONCRETE POSTS.
 CS3042'
 CS3042'A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT
 CS3042'10 MILES NNW OF THE COURTHOUSE IN FORT WORTH, ABOUT 3.75
 CS3042'MILES WNW OF THE VILLAGE OF SAGINAW, 0.75 MILE N OF WAYSIDE
 CS3042'SCHOOL 17, AND ON A FARM OWNED AND OCCUPIED BY THOMAS CARRICO.
 CS3042'THE STATION IS 84 FEET E OF THE APPROXIMATE CENTER LINE OF
 CS3042'A N-S MACADAM ROAD, 55 FEET ENE OF THE CORNER POST AT N
 CS3042'END OF CATTLE LANE, AND 25 FEET N OF AN E-W FENCE LINE.  THE
 CS3042'MARK IS FLUSH WITH THE GROUND AND IS STAMPED CARRICO 1935.
 CS3042'
 CS3042'REFERENCE MARK 2 IS 111.23 FEET NW OF THE STATION.  IT IS
 CS3042'24 FEET E OF THE APPROXIMATE CENTER LINE OF A MACADAM ROAD
 CS3042'AND 1 FOOT W OF A N-S FENCE LINE.  THE MARK IS FLUSH WITH
 CS3042'THE GROUND AND IS STAMPED CARRICO NO 2 1935.
 CS3042'
 CS3042'REFERENCE MARK 3 IS 99.22 FEET SW OF THE STATION.  IT IS
 CS3042'23 FEET E OF THE APPROXIMATE CENTER LINE OF A MACADAM ROAD
 CS3042'AND 1 FOOT W OF A N-S FENCE LINE.  THE MARK PROJECTS 2 INCHES
 CS3042'AND THE DISK IS STAMPED CARRICO NO 3 1946.
 CS3042'
 CS3042'THE AZIMUTH MARK IS 0.25 MILE S OF THE STATION, ABOUT 0.15
 CS3042'MILE NNE OF WAYSIDE SCHOOL 17, 15 FEET N OF THE APPROXIMATE
 CS3042'CENTER LINE OF A MACADAM ROAD.  THE MARK PROJECTS 2 INCHES
 CS3042'AND IS STAMPED CARRICO 1946.
 CS3042'
 CS3042'TO REACH THE STATION FROM THE SAGINAW POST OFFICE GO N ON
 CS3042'U.S. HIGHWAY 81 FOR 0.2 MILE TO A MACADAM T-ROAD LEFT, TURN
 CS3042'LEFT ON MACADAM ROAD AND GO 1.55 MILES TO A N-S MACADAM
 CS3042'ROAD, FROM HERE GO N ON ROAD FOR 0.75 MILE TO AN E-W MACADAM
 CS3042'ROAD, THENCE W FOR 2.0 MILES TO A SECOND N-S MACADAM ROAD.
 CS3042'THE AZIMUTH MARK IS 150 FEET E OF THIS INTERSECTION.  THIS
 CS3042'INTERSECTION IS ABOUT 0.15 MILE N OF WAYSIDE SCHOOL 17.  AT
 CS3042'THIS INTERSECTION GO N FOR 0.6 MILE TO TOP OF RIDGE AND
 CS3042'STATION ON E SIDE OF ROAD AS DESCRIBED.
 CS3042'
 CS3042'HEIGHT OF LIGHT ABOVE STATION - 22 METERS.
 CS3042
 CS3042                          STATION RECOVERY (1953)
 CS3042
 CS3042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3042'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 CS3042'DESCRIPTION OF THE STATION IS ADEQUATE.
 CS3042'
 CS3042'THE AZIMUTH MARK DESCRIPTION IS IN ERROR.  THE MARK IS 0.6
 CS3042'MI. S OF THE STATION, 15 FT. N OF THE CENTERLINE OF AN E-W
 CS3042'ROAD, ABOUT 150 FT. W OF THE SE CORNER OF A PASTURE CORNER
 CS3042'AND THE SW CORNER OF A RANCH YARD, ABOUT 200 YDS. E OF A N-S
 CS3042'ROAD, AND 1 FT. S OF THE N FENCE LINE AT THE TOP OF A LOW
 CS3042'GRADE WHICH RISES FROM THE W.
 CS3042
 CS3042                          STATION RECOVERY (1966)
 CS3042
 CS3042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS3042'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN
 CS3042'GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND
 CS3042'TO BE DESTROYED.  TWO NEW REFERENCE MARKS WERE SET.  A COMPLETE
 CS3042'DESCRIPTION IS AS FOLLOWS--
 CS3042'
 CS3042'THE STATION IS ABOUT 10 MILES NORTH OF FORT WORTH BUSINESS
 CS3042'DISTRICT, 4 MILES WEST OF SAGINAW, ALONG THE EAST SIDE OF
 CS3042'F.M. HIGHWAY 1220.
 CS3042'
 CS3042'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 183
 CS3042'AND F.M. HIGHWAY 1220 (AZLE AVENUE AND W 28TH STREET) IN THE
 CS3042'NORTHERN PART OF FORT WORTH, GO NORTHWEST ON F.M. HIGHWAY
 CS3042'1220 FOR 3.2 MILES, THENCE TURN RIGHT, NORTH, AND FOLLOW
 CS3042'F.M. HIGHWAY 1220 FOR 3.9 MILES TO A SIDE ROAD ON THE RIGHT
 CS3042'AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE NORTH ON F.M.
 CS3042'HIGHWAY 1220 FOR 0.6 MILE TO SUMMIT OF ROAD AND THE STATION
 CS3042'ON THE RIGHT.
 CS3042'
 CS3042'STATION MARK, A STANDARD DISK, STAMPED CARRICO 1935, IS SET
 CS3042'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES.
 CS3042'IT IS 89 FEET EAST OF THE CENTER LINE OF F.M. HIGHWAY 1220,
 CS3042'95 FEET SOUTH OF THE SOUTHWEST LEG OF A TRANSMISSION TOWER,
 CS3042'24 FEET NORTH OF AN EAST-WEST FENCE LINE, AND 36 FEET EAST
 CS3042'OF THE RIGHT-OF-WAY FENCE LINE.
 CS3042'
 CS3042'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED CARRICO 1935
 CS3042'NO 3 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CS3042'PROJECTS 4 INCHES.  IT IS 53 FEET EAST OF THE CENTER LINE
 CS3042'OF THE HIGHWAY, 76 FEET NORTH OF A POWER LINE POLE, 20
 CS3042'FEET NORTHWEST OF A CORNER FENCE POST, AND 1 FOOT EAST OF
 CS3042'THE RIGHT-OF-WAY FENCE LINE.
 CS3042'
 CS3042'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED CARRICO 1935
 CS3042'NO 4 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CS3042'PROJECTS 4 INCHES.  IT IS 53 FEET EAST OF THE CENTER LINE
 CS3042'OF THE HIGHWAY, 26 FEET WEST OF THE SOUTHWEST LEG OF THE
 CS3042'TRANSMISSION TOWER, 7 FEET SOUTH OF A POWER LINE POLE, AND
 CS3042'1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE.
 CS3042'
 CS3042'AZIMUTH MARK, A STANDARD DISK, IS SET IN A 12 IN X 12 IN
 CS3042'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 CS3042'300 FEET EAST OF THE CENTER LINE OF F.M. HIGHWAY 1220, 193
 CS3042'FEET WEST OF THE CENTER OF A PRIVATE DRIVEWAY, 15 FEET NORTH
 CS3042'OF THE CENTER OF A BLACK-TOP ROAD, 1 FOOT SOUTH OF THE FENCE
 CS3042'LINE, AND 2 FEET WEST OF A METAL WITNESS POST.
 CS3042'
 CS3042'NOTE--THE REFERENCE MARKS WERE MEASURED WITH A 5 KG TAPE
 CS3042'TENSION.
 CS3042'
 CS3042'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.75 MILES
 CS3042'WEST-NORTHWEST
 CS3042
 CS3042                          STATION RECOVERY (1980)
 CS3042
 CS3042'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS3042'CARRICO RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS3042'
 CS3042'RM NO. 1 AND RM NO. 2 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS3042'
 CS3042'AZI MK. DID NOT SEARCH.
 CS3042'
 CS3042'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI WEST SAGINAW.
 CS3042
 CS3042                          STATION RECOVERY (1997)
 CS3042
 CS3042'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3042'RECOVERED IN GOOD CONDITION.
 CS3042
 CS3042                          STATION RECOVERY (2003)
 CS3042
 CS3042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MB)
 CS3042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0769 ***********************************************************************
 AO0769  SACS        -  This is a Secondary Airport Control Station.
 AO0769  DESIGNATION -  CARRIZO
 AO0769  PID         -  AO0769
 AO0769  STATE/COUNTY-  TX/DIMMIT
 AO0769  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0769
 AO0769                         *CURRENT SURVEY CONTROL
 AO0769  ___________________________________________________________________
 AO0769* NAD 83(1993)-  28 31 45.08314(N)    099 50 00.86745(W)     ADJUSTED  
 AO0769* NAVD 88     -       186.48   (meters)     611.8    (feet)  GPS OBS   
 AO0769  ___________________________________________________________________
 AO0769  X           -    -957,788.480 (meters)                     COMP
 AO0769  Y           -  -5,525,696.850 (meters)                     COMP
 AO0769  Z           -   3,028,237.070 (meters)                     COMP
 AO0769  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AO0769  ELLIP HEIGHT-         162.56  (meters)          (06/26/01) GPS OBS
 AO0769  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AO0769
 AO0769  HORZ ORDER  -  FIRST
 AO0769  ELLP ORDER  -  FOURTH    CLASS I
 AO0769
 AO0769.This mark is at Dimmit Co (CZT) Airport (CZT)
 AO0769
 AO0769.The horizontal coordinates were established by GPS observations
 AO0769.and adjusted by the National Geodetic Survey in June 1996..
 AO0769
 AO0769.The orthometric height was determined by GPS observations and a
 AO0769.high-resolution geoid model.
 AO0769
 AO0769.GPS derived orthometric heights for airport stations designated as
 AO0769.PACS or SACS are published to 2 decimal places.  This maintains
 AO0769.centimeter relative accuracy between the PACS and SACS.  It does
 AO0769.not indicate centimeter accuracy relative to other marks which are
 AO0769.part of the NAVD 88 network.
 AO0769
 AO0769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0769
 AO0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0769
 AO0769.The ellipsoidal height was determined by GPS observations
 AO0769.and is referenced to NAD 83.
 AO0769
 AO0769.The geoid height was determined by GEOID03.
 AO0769
 AO0769;                    North         East     Units Scale Factor Converg.
 AO0769;SPC TXSC     - 4,077,412.631   518,415.962   MT  0.99996133   -0 24 30.2
 AO0769;SPC TXSC     -13,377,311.27  1,700,836.37   sFT  0.99996133   -0 24 30.2
 AO0769;UTM  14      - 3,156,109.060   418,443.175   MT  0.99968209   -0 23 53.3
 AO0769
 AO0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0769!SPC TXSC     -   0.99997447  x   0.99996133  =   0.99993580
 AO0769!UTM  14      -   0.99997447  x   0.99968209  =   0.99965656
 AO0769
 AO0769:                Primary Azimuth Mark                     Grid Az
 AO0769:SPC TXSC     -  CRYSTAL CITY MUN TANK                    001 23 54.5
 AO0769:UTM  14      -  CRYSTAL CITY MUN TANK                    001 23 17.6
 AO0769
 AO0769|---------------------------------------------------------------------|
 AO0769| PID    Reference Object                     Distance      Geod. Az  |
 AO0769|                                                           dddmmss.s |
 AO0769| AO0765 CRYSTAL CITY MUN TANK               APPROX.17.4 KM 0005924.3 |
 AO0769| CV4478 CARRIZO AZ MK                                      0574728.7 |
 AO0769| CV4480 CARRIZO RM 2                         12.139 METERS 20843     |
 AO0769| AO0771 CARRIZO SPRINGS RAD STA KBEN        APPROX. 2.7 KM 2484419.4 |
 AO0769| AO0772 CARRIZO SPRINGS BAP CH SPIRE        APPROX. 2.9 KM 2560704.1 |
 AO0769| AO0773 CARRIZO SPRINGS MUN TANK            APPROX. 2.9 KM 2621623.7 |
 AO0769| AO0775 CARRIZO SPRINGS NW RAD MAST         APPROX. 5.2 KM 2772855.6 |
 AO0769| CV4479 CARRIZO RM 1                         10.674 METERS 34622     |
 AO0769| AO0767 CRYSTAL CITY CABLE VISION MAST      APPROX.10.9 KM 3544350.1 |
 AO0769|---------------------------------------------------------------------|
 AO0769
 AO0769                          SUPERSEDED SURVEY CONTROL
 AO0769
 AO0769  ELLIP H (06/13/96)  162.69   (m)                       GP(       ) 4 1
 AO0769  NAD 83(1993)-  28 31 45.08512(N)    099 50 00.87228(W) AD(       ) 1
 AO0769  NAD 83(1986)-  28 31 45.08199(N)    099 50 00.84988(W) AD(       ) 1
 AO0769  NAD 27      -  28 31 44.13931(N)    099 49 59.65178(W) AD(       ) 1
 AO0769  NGVD 29 (07/19/86)  186.07   (m)          610.5    (f) LEVELING    3  
 AO0769
 AO0769.Superseded values are not recommended for survey control.
 AO0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0769.See file dsdata.txt to determine how the superseded data were derived.
 AO0769
 AO0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1844356109(NAD 83)
 AO0769_MARKER: DS = TRIANGULATION STATION DISK
 AO0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0769_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0769_STAMPING: CARRIZO 1971
 AO0769_MARK LOGO: CGS   
 AO0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0769+STABILITY: SURFACE MOTION
 AO0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0769+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1995
 AO0769
 AO0769  HISTORY     - Date     Condition        Report By
 AO0769  HISTORY     - 1971     MONUMENTED       NGS
 AO0769  HISTORY     - 19950412 GOOD             NGS
 AO0769  HISTORY     - 19970531 GOOD             USPSQD
 AO0769
 AO0769                          STATION DESCRIPTION
 AO0769
 AO0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0769'THE STATION IS ABOUT 10-1/2 MILES SOUTH OF CRYSTAL CITY, 1-1/2 MILES
 AO0769'EAST AND 1/2 MILE NORTH OF CARRIZO SPRINGS, ON ROAD RIGHT-OF-WAY.
 AO0769'
 AO0769'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 AO0769'HIGHWAY 85 IN CARRIZO SPRINGS, GO SOUTHEAST AND NORTHEAST ON STATE
 AO0769'HIGHWAY 85 FOR 1.6 MILES TO THE JUNCTION WITH FARM ROAD 1407 AND
 AO0769'THE STATION IN THE NORTHWEST ANGLE OF THE ROADS.
 AO0769'
 AO0769'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON STATE
 AO0769'HIGHWAY 85 FOR 0.55 MILE TO THE MARK ON THE RIGHT.
 AO0769'
 AO0769'STATION MARKS ARE STANDARD DISKS, STAMPED CARRIZO 1971.  THE SURFACE
 AO0769'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0769'THAT IS FLUSH WITH THE GROUND.  IT IS 96.0 FEET NORTHWEST OF THE
 AO0769'CENTER OF STATE HIGHWAY 85, 81.0 FEET SOUTHWEST OF THE CENTER OF
 AO0769'FARM ROAD 1407 AND 15.0 FEET EAST OF A WITNESS POST IN A FENCE LINE.
 AO0769'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 AO0769'INCHES BELOW THE GROUND SURFACE.
 AO0769'
 AO0769'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARRIZO NO 1 1971, SET
 AO0769'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0769'WITH THE GROUND.  IT IS 68.0 FEET SOUTHWEST OF THE CENTER OF FARM
 AO0769'ROAD 1407, 30.4 FEET NORTH OF THE WITNESS POST, 1.6 FEET EAST OF THE
 AO0769'FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AO0769'
 AO0769'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARRIZO NO 2 1971, SET
 AO0769'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0769'WITH THE GROUND.  IT IS 78.0 FEET NORTHWEST OF THE CENTER OF STATE
 AO0769'HIGHWAY 85, 39.5 FEET SOUTH OF THE WITNESS POST, 1.8 FEET EAST OF
 AO0769'A FENCE CORNER POST AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AO0769'
 AO0769'AZIMUTH MARK IS A STANDARD DISK, STAMPED CARRIZO 1971, SET IN THE TOP
 AO0769'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3 INCHES
 AO0769'ABOVE THE GROUND.  IT IS 58.5 FEET SOUTHEAST OF THE CENTER OF STATE
 AO0769'HIGHWAY 85, 2.0 FEET NORTHEAST OF A WITNESS POST, 1.7 FEET
 AO0769'SOUTHWEST OF A TELEPHONE LINE POLE AND 1.5 FEET NORTHWEST OF A
 AO0769'FENCE.
 AO0769'
 AO0769'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
 AO0769
 AO0769                          STATION RECOVERY (1995)
 AO0769
 AO0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AO0769'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) NORTHEAST OF CARRIZO
 AO0769'SPRINGS, IN THE WEST QUADRANT OF HIGHWAY THE INTERSECTION OF STATE
 AO0769'HIGHWAY 85 AND FARM ROAD 1407.  OWNERSHIP--TEXAS STATE HIGHWAY
 AO0769'DEPARTMENT.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY
 AO0769'83 AND STATE HIGHWAY 85 IN CARRIZO SPRINGS GO 2.88 KM (1.80 MI)
 AO0769'NORTHEASTERLY ALONG STATE HIGHWAY 85 TO THE JUNCTION OF FARM ROAD 1407
 AO0769'AND THE STATION ON THE LEFT.  (0.34 KN NORTHEAST OF THE AIR PORT ROAD)
 AO0769'THE STATION IS 29.6 M (97.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 AO0769'24.5 M (80.4 FT) SOUTHWEST OF THE FARM ROAD CENTERLINE, 4.5 M (14.8
 AO0769'FT) EAST OF A WITNESS POST AND FENCE, 0.8 M (2.6 FT) ABOVE THE LEVEL
 AO0769'OF THE HIGHWAY, AND THE MONUMENT ID FLUSH WITH THE GROUND SURFACE.  BY
 AO0769'DEB
 AO0769
 AO0769                          STATION RECOVERY (1997)
 AO0769
 AO0769'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0772 ***********************************************************************
 AO0772  DESIGNATION -  CARRIZO SPRINGS BAP CH SPIRE
 AO0772  PID         -  AO0772
 AO0772  STATE/COUNTY-  TX/DIMMIT
 AO0772  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0772
 AO0772                         *CURRENT SURVEY CONTROL
 AO0772  ___________________________________________________________________
 AO0772* NAD 83(1993)-  28 31 22.78773(N)    099 51 42.96103(W)     ADJUSTED  
 AO0772* NAVD 88     -                                                        
 AO0772  ___________________________________________________________________
 AO0772  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AO0772  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AO0772
 AO0772  HORZ ORDER  -  THIRD
 AO0772
 AO0772.The horizontal coordinates were established by classical geodetic methods
 AO0772.and adjusted by the National Geodetic Survey in February 1996..
 AO0772
 AO0772
 AO0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0772
 AO0772.The geoid height was determined by GEOID03.
 AO0772
 AO0772;                    North         East     Units Scale Factor Converg.
 AO0772;SPC TXSC     - 4,076,746.419   515,635.353   MT  0.99996284   -0 25 20.2
 AO0772;SPC TXSC     -13,375,125.54  1,691,713.65   sFT  0.99996284   -0 25 20.2
 AO0772;UTM  14      - 3,155,442.526   415,663.459   MT  0.99968778   -0 24 41.8
 AO0772
 AO0772                          SUPERSEDED SURVEY CONTROL
 AO0772
 AO0772  NAD 83(1986)-  28 31 22.78447(N)    099 51 42.93853(W) AD(       ) 4
 AO0772  NAD 27      -  28 31 21.84120(N)    099 51 41.73825(W) AD(       ) 3
 AO0772
 AO0772.Superseded values are not recommended for survey control.
 AO0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0772.See file dsdata.txt to determine how the superseded data were derived.
 AO0772
 AO0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1566355443(NAD 83)
 AO0772_MARKER: 90 = CHURCH SPIRE
 AO0772
 AO0772  HISTORY     - Date     Condition        Report By
 AO0772  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0772  HISTORY     - 19970531 GOOD             USPSQD
 AO0772
 AO0772                          STATION DESCRIPTION
 AO0772
 AO0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0772'THE STATION, CARRIZO SPRINGS BAPTIST CHURCH SPIRE, IS THE APEX OF
 AO0772'THE LIGHT GREEN SPIRE ATOP A BRICK CHURCH BUILDING THAT HAS AN
 AO0772'OVERALL HEIGHT OF 80 FEET.
 AO0772'
 AO0772'THE STATION IS LOCATED AT 706 HOUSTON STREET AND IS IN THE NORTHWEST
 AO0772'CORNER OF THE JUNCTION OF 7TH STREET AND HOUSTON STREET.
 AO0772
 AO0772                          STATION RECOVERY (1997)
 AO0772
 AO0772'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0773 ***********************************************************************
 AO0773  DESIGNATION -  CARRIZO SPRINGS MUN TANK
 AO0773  PID         -  AO0773
 AO0773  STATE/COUNTY-  TX/DIMMIT
 AO0773  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0773
 AO0773                         *CURRENT SURVEY CONTROL
 AO0773  ___________________________________________________________________
 AO0773* NAD 83(1993)-  28 31 32.32802(N)    099 51 47.21459(W)     ADJUSTED  
 AO0773* NAVD 88     -                                                        
 AO0773  ___________________________________________________________________
 AO0773  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AO0773  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AO0773
 AO0773  HORZ ORDER  -  THIRD
 AO0773
 AO0773.The horizontal coordinates were established by classical geodetic methods
 AO0773.and adjusted by the National Geodetic Survey in February 1996..
 AO0773
 AO0773
 AO0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0773
 AO0773.The geoid height was determined by GEOID03.
 AO0773
 AO0773;                    North         East     Units Scale Factor Converg.
 AO0773;SPC TXSC     - 4,077,040.956   515,521.875   MT  0.99996219   -0 25 22.3
 AO0773;SPC TXSC     -13,376,091.87  1,691,341.35   sFT  0.99996219   -0 25 22.3
 AO0773;UTM  14      - 3,155,736.961   415,549.957   MT  0.99968801   -0 24 43.9
 AO0773
 AO0773                          SUPERSEDED SURVEY CONTROL
 AO0773
 AO0773  NAD 83(1986)-  28 31 32.32474(N)    099 51 47.19207(W) AD(       ) 4
 AO0773  NAD 27      -  28 31 31.38172(N)    099 51 45.99083(W) AD(       ) 3
 AO0773
 AO0773.Superseded values are not recommended for survey control.
 AO0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0773.See file dsdata.txt to determine how the superseded data were derived.
 AO0773
 AO0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1555055737(NAD 83)
 AO0773_MARKER: 53 = ELEVATED TANK
 AO0773
 AO0773  HISTORY     - Date     Condition        Report By
 AO0773  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0773  HISTORY     - 19970531 GOOD             USPSQD
 AO0773
 AO0773                          STATION DESCRIPTION
 AO0773
 AO0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0773'THE STATION, CARRIZO SPRINGS MUNICIPAL WATER TANK IS THE FINIAL ATOP
 AO0773'AN ELEVATED TANK THAT IS PAINTED YELLOW AND DARK BLUE.  IT IS
 AO0773'SUPPORTED BY 6 LEGS, HAS AN OVERALL HEIGHT OF APPROXIMATELY 140
 AO0773'FEET AND IS OWNED BY THE CITY OF CARRIZO SPRINGS.
 AO0773'
 AO0773'THE STATION IS LOCATED IN THE WEST SECTION OF CARRIZO SPRINGS IN THE
 AO0773'SOUTHEAST ANGLE OF INTERSECTION OF TENTH AND ENGLISH STREETS.
 AO0773
 AO0773                          STATION RECOVERY (1997)
 AO0773
 AO0773'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0775 ***********************************************************************
 AO0775  DESIGNATION -  CARRIZO SPRINGS NW RAD MAST
 AO0775  PID         -  AO0775
 AO0775  STATE/COUNTY-  TX/DIMMIT
 AO0775  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0775
 AO0775                         *CURRENT SURVEY CONTROL
 AO0775  ___________________________________________________________________
 AO0775* NAD 83(1993)-  28 32 06.84782(N)    099 53 08.83612(W)     ADJUSTED  
 AO0775* NAVD 88     -                                                        
 AO0775  ___________________________________________________________________
 AO0775  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AO0775  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AO0775
 AO0775  HORZ ORDER  -  THIRD
 AO0775
 AO0775.The horizontal coordinates were established by classical geodetic methods
 AO0775.and adjusted by the National Geodetic Survey in February 1996..
 AO0775
 AO0775
 AO0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0775
 AO0775.The geoid height was determined by GEOID03.
 AO0775
 AO0775;                    North         East     Units Scale Factor Converg.
 AO0775;SPC TXSC     - 4,078,120.188   513,310.861   MT  0.99995987   -0 26 02.3
 AO0775;SPC TXSC     -13,379,632.65  1,684,087.38   sFT  0.99995987   -0 26 02.3
 AO0775;UTM  14      - 3,156,815.487   413,339.340   MT  0.99969268   -0 25 23.4
 AO0775
 AO0775                          SUPERSEDED SURVEY CONTROL
 AO0775
 AO0775  NAD 83(1986)-  28 32 06.84452(N)    099 53 08.81356(W) AD(       ) 4
 AO0775  NAD 27      -  28 32 05.90209(N)    099 53 07.60915(W) AD(       ) 3
 AO0775
 AO0775.Superseded values are not recommended for survey control.
 AO0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0775.See file dsdata.txt to determine how the superseded data were derived.
 AO0775
 AO0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1333956815(NAD 83)
 AO0775_MARKER: 42 = RADIO/TV MAST
 AO0775
 AO0775  HISTORY     - Date     Condition        Report By
 AO0775  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0775  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 AO0775
 AO0775                          STATION DESCRIPTION
 AO0775
 AO0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0775'THE STATION, CARRIZO SPRINGS RADIO MAST KKW 975, IS THE LIGHT ATOP A
 AO0775'THE STATION, CARRIZO SPRINGS RADIO MAST KKW 975, IS THE LIGHT ATOP A
 AO0775'A TRIANGULAR STEEL, GUYED MAST, PAINTED ALTERNATELY RED AND WHITE,
 AO0775'HAS AN OVERALL HEIGHT OF 390 FEET AND IS OWNED BY THE HOUSTON
 AO0775'TOWER RENTAL OF HOUSTON, TEXAS.
 AO0775'
 AO0775'THE STATION IS ABOUT 1 MILE NORTH AND 1-1/4 MILES WEST OF CARRIZO
 AO0775'SPRINGS AND 0.25 MILE SOUTHWEST OF U.S. HIGHWAY 277.
 AO0775'
 AO0775'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 277 IN
 AO0775'CARRIZO SPRINGS, GO NORTHWEST ON U.S. HIGHWAY 277 FOR 1.55 MILES TO
 AO0775'FARM ROAD 2644 ON THE LEFT. TURN LEFT AND GO SOUTHWEST ON ROAD 2644
 AO0775'FOR 0.25 MILE TO A SIDE ROADLEFT, A GATE AND TRACK ROAD ON RIGHT.
 AO0775'TURN RIGHT AND GO NORTHWEST ON TRACK ROAD FOR 0.4 MILE TO THE
 AO0775'STATION ON LEFT.
 AO0775
 AO0775                          STATION RECOVERY (1997)
 AO0775
 AO0775'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0771 ***********************************************************************
 AO0771  DESIGNATION -  CARRIZO SPRINGS RAD STA KBEN
 AO0771  PID         -  AO0771
 AO0771  STATE/COUNTY-  TX/DIMMIT
 AO0771  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0771
 AO0771                         *CURRENT SURVEY CONTROL
 AO0771  ___________________________________________________________________
 AO0771* NAD 83(1993)-  28 31 13.36738(N)    099 51 33.12894(W)     ADJUSTED  
 AO0771* NAVD 88     -                                                        
 AO0771  ___________________________________________________________________
 AO0771  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AO0771  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AO0771
 AO0771  HORZ ORDER  -  THIRD
 AO0771
 AO0771.The horizontal coordinates were established by classical geodetic methods
 AO0771.and adjusted by the National Geodetic Survey in February 1996..
 AO0771
 AO0771
 AO0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0771
 AO0771.The geoid height was determined by GEOID03.
 AO0771
 AO0771;                    North         East     Units Scale Factor Converg.
 AO0771;SPC TXSC     - 4,076,454.460   515,900.537   MT  0.99996348   -0 25 15.4
 AO0771;SPC TXSC     -13,374,167.67  1,692,583.68   sFT  0.99996348   -0 25 15.4
 AO0771;UTM  14      - 3,155,150.696   415,928.624   MT  0.99968723   -0 24 37.0
 AO0771
 AO0771                          SUPERSEDED SURVEY CONTROL
 AO0771
 AO0771  NAD 83(1986)-  28 31 13.36411(N)    099 51 33.10644(W) AD(       ) 4
 AO0771  NAD 27      -  28 31 12.42040(N)    099 51 31.90604(W) AD(       ) 3
 AO0771
 AO0771.Superseded values are not recommended for survey control.
 AO0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0771.See file dsdata.txt to determine how the superseded data were derived.
 AO0771
 AO0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1592955151(NAD 83)
 AO0771_MARKER: 42 = RADIO/TV MAST
 AO0771
 AO0771  HISTORY     - Date     Condition        Report By
 AO0771  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0771  HISTORY     - 19970531 GOOD             USPSQD
 AO0771
 AO0771                          STATION DESCRIPTION
 AO0771
 AO0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0771'THE STATION, CARRIZO SPRINGS RADIO STATION KBEN, IS THE RED LIGHT
 AO0771'ATOP A TRIANGULAR STEEL GUYED MAST, PAINTED ALTERNATELY RED AND
 AO0771'WHITE, HAS AN OVERALL HEIGHT OF 182 FEET AND IS OWNED BY MR. WALTER
 AO0771'H.  HUBORT JR.
 AO0771'
 AO0771'STATION IS LOCATED IN THE DOWNTOWN BUSINESS SECTION OF CARRIZO
 AO0771'SPRINGS
 AO0771'
 AO0771'TO REACH THE STATION FROM FIRST AND NOPAL STREETS IN CARRIZO SPRINGS,
 AO0771'(WHICH IS THE JUNCTION OF U.S. HIGHWAYS 83, 277, STATE HIGHWAY 85
 AO0771'AND LOOP 225), GO SOUTH ON U.S. HIGHWAYS 83 AND 277 FOR 0.1 MILE TO
 AO0771'WHERE HIGHWAYS JUNCTION.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 277
 AO0771'FOR 0.1 MILE TO THE STATION ON LEFT.
 AO0771
 AO0771                          STATION RECOVERY (1997)
 AO0771
 AO0771'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0774 ***********************************************************************
 AO0774  DESIGNATION -  CARRIZO SPRINGS SE RAD MAST
 AO0774  PID         -  AO0774
 AO0774  STATE/COUNTY-  TX/DIMMIT
 AO0774  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0774
 AO0774                         *CURRENT SURVEY CONTROL
 AO0774  ___________________________________________________________________
 AO0774* NAD 83(1993)-  28 31 49.97592(N)    099 52 52.06743(W)     ADJUSTED  
 AO0774* NAVD 88     -                                                        
 AO0774  ___________________________________________________________________
 AO0774  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AO0774  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AO0774
 AO0774  HORZ ORDER  -  THIRD
 AO0774
 AO0774.The horizontal coordinates were established by classical geodetic methods
 AO0774.and adjusted by the National Geodetic Survey in February 1996..
 AO0774
 AO0774
 AO0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0774
 AO0774.The geoid height was determined by GEOID03.
 AO0774
 AO0774;                    North         East     Units Scale Factor Converg.
 AO0774;SPC TXSC     - 4,077,597.369   513,762.799   MT  0.99996100   -0 25 54.0
 AO0774;SPC TXSC     -13,377,917.37  1,685,570.12   sFT  0.99996100   -0 25 54.0
 AO0774;UTM  14      - 3,156,292.893   413,791.255   MT  0.99969172   -0 25 15.2
 AO0774
 AO0774                          SUPERSEDED SURVEY CONTROL
 AO0774
 AO0774  NAD 83(1986)-  28 31 49.97259(N)    099 52 52.04494(W) AD(       ) 4
 AO0774  NAD 27      -  28 31 49.02951(N)    099 52 50.84184(W) AD(       ) 3
 AO0774
 AO0774.Superseded values are not recommended for survey control.
 AO0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0774.See file dsdata.txt to determine how the superseded data were derived.
 AO0774
 AO0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1379156293(NAD 83)
 AO0774_MARKER: 42 = RADIO/TV MAST
 AO0774
 AO0774  HISTORY     - Date     Condition        Report By
 AO0774  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0774  HISTORY     - 19970531 GOOD             USPSQD
 AO0774
 AO0774                          STATION DESCRIPTION
 AO0774
 AO0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0774'THE STATION, CARRIZO SPRINGS RADIO MAST KKC 284, IS THE LIGHT ATOP
 AO0774'A TRIANGULAR STEEL,GUYED MAST, PAINTED ALTERNATELY RED AND WHITE AND
 AO0774'HAS 3 ANTENNAS MOUNTED ON TOP OF IT.  IT HAS AN OVERALL HEIGHT OF
 AO0774'310 FEET AND IS OWNED BY THE RIO GRANDE ELECTRIC CORPORATION.
 AO0774'
 AO0774'IT IS LOCATED 1/2 MILE NORTH AND 1 MILE WEST OF CARRIZO SPRINGS AND
 AO0774'0.25 MILE SOUTHWEST OF U.S. HIGHWAY 277.
 AO0774'
 AO0774'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 277
 AO0774'IN CARRIZO SPRINGS, GO NORTHWEST ON U.S. HIGHWAY 277 FOR 1.55 MILES
 AO0774'TO FARM ROAD 2644 ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON ROAD
 AO0774'2644 FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 AO0774'SOUTHEAST ON SURFACED ROAD FOR 0.1 MILE TO THE STATION ON RIGHT.
 AO0774
 AO0774                          STATION RECOVERY (1997)
 AO0774
 AO0774'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0955 ***********************************************************************
 CB0955  DESIGNATION -  CARROLL RESET
 CB0955  PID         -  CB0955
 CB0955  STATE/COUNTY-  TX/REAGAN
 CB0955  USGS QUAD   -  BIG LAKE SW (1971)
 CB0955
 CB0955                         *CURRENT SURVEY CONTROL
 CB0955  ___________________________________________________________________
 CB0955* NAD 83(1993)-  31 07 18.99532(N)    101 29 10.18066(W)     ADJUSTED  
 CB0955* NAVD 88     -       840.6    (meters)    2758.     (feet)  VERTCON   
 CB0955  ___________________________________________________________________
 CB0955  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CB0955  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CB0955
 CB0955  HORZ ORDER  -  FIRST
 CB0955
 CB0955.The horizontal coordinates were established by classical geodetic methods
 CB0955.and adjusted by the National Geodetic Survey in February 1996..
 CB0955
 CB0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0955
 CB0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0955
 CB0955.The geoid height was determined by GEOID03.
 CB0955
 CB0955;                    North         East     Units Scale Factor Converg.
 CB0955;SPC TX C     - 3,161,894.607   590,055.098   MT  0.99988395   -0 35 37.6
 CB0955;SPC TX C     -10,373,649.22  1,935,872.43   sFT  0.99988395   -0 35 37.6
 CB0955;UTM  14      - 3,445,775.978   262,923.631   MT  1.00029334   -1 17 08.2
 CB0955
 CB0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0955!SPC TX C     -   0.99987178  x   0.99988395  =   0.99975575
 CB0955!UTM  14      -   0.99987178  x   1.00029334  =   1.00016508
 CB0955
 CB0955:                Primary Azimuth Mark                     Grid Az
 CB0955:SPC TX C     -  BIG LAKE MUNICIPAL TANK                  017 37 11.8
 CB0955:UTM  14      -  BIG LAKE MUNICIPAL TANK                  018 18 42.4
 CB0955
 CB0955|---------------------------------------------------------------------|
 CB0955| PID    Reference Object                     Distance      Geod. Az  |
 CB0955|                                                           dddmmss.s |
 CB0955| CB0958 BIG LAKE MUNICIPAL TANK             APPROX. 8.1 KM 0170134.2 |
 CB0955| CH8536 CARROLL RM 1                         33.930 METERS 22341     |
 CB0955| CB0972 HUMBLE OIL REFINERY WATER TK        APPROX.16.3 KM 2780349.8 |
 CB0955| CH8537 CARROLL RM 2                                       3185653.4 |
 CB0955|---------------------------------------------------------------------|
 CB0955
 CB0955                          SUPERSEDED SURVEY CONTROL
 CB0955
 CB0955  NAD 83(1986)-  31 07 19.00560(N)    101 29 10.16550(W) AD(       ) 1
 CB0955  NAD 27      -  31 07 18.44100(N)    101 29 08.74600(W) AD(       ) 1
 CB0955  NGVD 29 (07/19/86)  840.3    (m)         2757.     (f) VERT ANG       
 CB0955
 CB0955.Superseded values are not recommended for survey control.
 CB0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0955.See file dsdata.txt to determine how the superseded data were derived.
 CB0955
 CB0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV6292445776(NAD 83)
 CB0955_MARKER: DS = TRIANGULATION STATION DISK
 CB0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0955
 CB0955  HISTORY     - Date     Condition        Report By
 CB0955  HISTORY     - 1932     MONUMENTED       CGS
 CB0955  HISTORY     - 1935     GOOD             TXHD
 CB0955  HISTORY     - 1939     GOOD             TSI
 CB0955
 CB0955                          STATION DESCRIPTION
 CB0955
 CB0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CB0955'ABOUT 5.5 MILES S AND 1 MILE W OF BIG LAKE, ABOUT 3 MILES E
 CB0955'BY N OF CARROLLS RANCH, ON THE N PART OF THE SUMMIT OF A GRADUAL
 CB0955'RISE.
 CB0955'
 CB0955'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CB0955'DISKS SET IN CONCRETE.
 CB0955'
 CB0955'SURFACE MARK PROJECTS 6 INCHES ABOVE THE GROUND, AND DISK IS
 CB0955'STAMPED CARROLL, U.S.G.S. 1916, 1932.
 CB0955'
 CB0955'REFERENCE MARK NO. 1 PROJECTS 7 INCHES ABOVE THE GROUND, AND
 CB0955'IS 111.32 FEET FROM STATION S 43 DEG 41 MIN W.
 CB0955'
 CB0955'REFERENCE MARK NO. 2 PROJECTS 4 INCHES ABOVE GROUND, IS IN
 CB0955'TELEPHONE LINE, AT BASE OF TELEPHONE POLE, AND 0.25 MILE
 CB0955'(APPROXIMATELY) FROM STATION, N 41 DEG 04 MIN W.
 CB0955'
 CB0955'OTHER AZIMUTHS FROM STATION ARE--SHELL PUMPING STATION, BLACK
 CB0955'WATER TANK, N 81 DEG 13 MIN W.  SHELL PUMPING STATION,
 CB0955'STORAGE TANK, FINIAL, N 82 DEG 08 MIN W. BIG LAKE, MUNICIPAL
 CB0955'WATER TANK, FINIAL, N 17 DEG 01 MIN E.
 CB0955'
 CB0955'TO REACH THE STATION FROM BIG LAKE, GO S FROM THE CROSSING
 CB0955'AT THE RAILROAD STATION 0.4 MILE, TURN W AND GO 0.25 MILE,
 CB0955'THEN S 4 MILES TO A RED, DOUBLE, BUMPER GATE.  THROUGH GATE
 CB0955'AND TURN SHARPLY W INTO ROAD ALONG FENCE LINE AND CONTINUE 1.1
 CB0955'MILES TO POINT ABOUT 0.1 MILE E OF GATE IN FENCE LINE.  TURN
 CB0955'LEFT ACROSS PASTURE, BEARING A LITTLE E AND GO 0.5 MILE TO
 CB0955'STATION.
 CB0955
 CB0955                          STATION RECOVERY (1935)
 CB0955
 CB0955'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1935
 CB0955'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION
 CB0955'AND AS DESCRIBED.  DESCRIPTION FOR REACHING STATION MUST BE
 CB0955'REVISED BECAUSE ORIGINAL ROAD FOR REACHING STATION NOW HAS 4
 CB0955'FEET OF BIG LAKES WATER COVERING SAME.  BEGINNING FROM RAILROAD
 CB0955'STATION IN BIG LAKE, THENCE S 0.25 MILE TO A ROAD LEFT (E) JUST
 CB0955'N OF W.T.U. TRANSFORMER YARD AND 2 YELLOW STUCCO HOUSES.  THIS
 CB0955'IS BEGINNING OF A DETOUR, A RANCH ROAD BLADED (VERY LIGHTLY)
 CB0955'BY COUNTY.  EAST 0.1 MILE TO A CATTLE GUARD.  THEN S WITH
 CB0955'FENCE TO ANOTHER CATTLE GUARD AT 0.35 MILE.  THEN E 1.0 MILE.
 CB0955'SE 0.6 MILE.  SSE 0.8 MILE TO ANOTHER CATTLE GUARD.  THEN
 CB0955'S 0.6 MILE.  SW 0.70 MILE TO WHERE ROAD FORKS AT A POINT
 CB0955'0.1 MILE N OF A CATTLE GUARD AND ABOUT 0.5 MILE N OF A RANCH
 CB0955'HOUSE.  TAKE RIGHT FORK AND FOLLOW FENCE W 1.05 MILES TO
 CB0955'CATTLE GUARD AND END OF DETOUR.  THEN S ON COUNTY ROAD 0.8
 CB0955'MILE TO A CATTLE GUARD WHICH SEEMS TO HAVE BEEN A SWING GATE AT
 CB0955'ONE TIME.  THEN W ALONG FENCE LINE 1.2 MILES TO POINT
 CB0955'ABOUT 0.1 MILE E OF GATE IN THE FENCE LINE.  THEN S ABOUT
 CB0955'08 DEG E (TRUE BEARING) 0.5 MILE TO STATION.
 CB0955
 CB0955                          STATION RECOVERY (1939)
 CB0955
 CB0955'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CB0955'STATION RECOVERED BY EDGAR TOBIN, AERIAL SURVEY.
 CB0955'
 CB0955'STATION MARK IN GOOD CONDITION.  RED BUMPER GATE HAS BEEN
 CB0955'REPLACED WITH A CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2885 ***********************************************************************
 CS2885  DESIGNATION -  CARROLLTON MUNICIPAL TANK
 CS2885  PID         -  CS2885
 CS2885  STATE/COUNTY-  TX/DALLAS
 CS2885  USGS QUAD   -  CARROLLTON (1981)
 CS2885
 CS2885                         *CURRENT SURVEY CONTROL
 CS2885  ___________________________________________________________________
 CS2885* NAD 83(1993)-  32 57 15.56859(N)    096 54 03.41782(W)     ADJUSTED  
 CS2885* NAVD 88     -                                                        
 CS2885  ___________________________________________________________________
 CS2885  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 CS2885  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CS2885
 CS2885  HORZ ORDER  -  THIRD
 CS2885
 CS2885.The horizontal coordinates were established by classical geodetic methods
 CS2885.and adjusted by the National Geodetic Survey in February 1996..
 CS2885
 CS2885
 CS2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2885
 CS2885.The geoid height was determined by GEOID03.
 CS2885
 CS2885;                    North         East     Units Scale Factor Converg.
 CS2885;SPC TXNC     - 2,143,925.679   749,488.767   MT  0.99987406   +0 52 19.6
 CS2885;SPC TXNC     - 7,033,862.83  2,458,947.73   sFT  0.99987406   +0 52 19.6
 CS2885;UTM  14      - 3,648,178.941   696,203.590   MT  1.00007468   +1 08 31.9
 CS2885
 CS2885                          SUPERSEDED SURVEY CONTROL
 CS2885
 CS2885  NAD 83(1993)-  32 57 15.58163(N)    096 54 03.40277(W) AD(       ) 4
 CS2885  NAD 83(1986)-  32 57 15.57421(N)    096 54 03.40199(W) AD(       ) 4
 CS2885  NAD 27      -  32 57 15.13000(N)    096 54 02.39000(W) AD(       ) 3
 CS2885
 CS2885.Superseded values are not recommended for survey control.
 CS2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2885.See file dsdata.txt to determine how the superseded data were derived.
 CS2885
 CS2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9620448179(NAD 83)
 CS2885_MARKER: 51 = TANK
 CS2885
 CS2885  HISTORY     - Date     Condition        Report By
 CS2885  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2885  HISTORY     - 1955     GOOD             CGS
 CS2885  HISTORY     - 1959     GOOD             CGS
 CS2885  HISTORY     - 1960     GOOD             CGS
 CS2885  HISTORY     - 1985     SEE DESCRIPTION  USPSQD
 CS2885  HISTORY     - 20050616 MARK NOT FOUND   GEOCAC
 CS2885
 CS2885                          STATION DESCRIPTION
 CS2885
 CS2885'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CS2885'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF CARROLLTON.
 CS2885'ABOUT 500 FT. EAST OF THE INTERSECTION OF CLINT ST. AND
 CS2885'COLLEGE AVE.  IT IS A FOUR LEGGED WATER TANK ABOUT 125 FT.
 CS2885'HIGH, THE WORD CARROLLTON IS WRITEN ON ALL SIDES.
 CS2885
 CS2885                          STATION RECOVERY (1959)
 CS2885
 CS2885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CS2885'THE STATION IS IN THE TOWN OF CARROLLTON, TEXAS.  IT IS IN
 CS2885'ABOUT THE MIDDLE OF TOWN AND ONE HALF BLOCK NORTH OF BELT
 CS2885'LINE ROAD.  IT IS A TANK ON FOUR STEEL LEGS AND ABOUT 80
 CS2885'FT. HIGH.  IT IS PAINED SILVER AND HAS THE NAME CARROLLTON
 CS2885'PAINTED IN BLACK LETTERS ON THE SOUTH SIDE OF THE TANK.
 CS2885
 CS2885                          STATION RECOVERY (1960)
 CS2885
 CS2885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 CS2885'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND FOUND
 CS2885'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION PROVED
 CS2885'ADEQUATE.
 CS2885
 CS2885                          STATION RECOVERY (1985)
 CS2885
 CS2885'RECOVERY NOTE BY US POWER SQUADRON 1985 (CES)
 CS2885'RECOVERED AS DESCRIBED.
 CS2885
 CS2885                          STATION RECOVERY (2005)
 CS2885
 CS2885'RECOVERY NOTE BY GEOCACHING 2005 (MPZ)
 CS2885'THE CARROLLTON MUNICIPAL TANK CANNOT BE FOUND IN THIS AREA AND SHOULD
 CS2885'BE CONSIDERED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0792 ***********************************************************************
 AO0792  PACS        -  This is a Primary Airport Control Station.
 AO0792  DESIGNATION -  CARRPORT
 AO0792  PID         -  AO0792
 AO0792  STATE/COUNTY-  TX/DIMMIT
 AO0792  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0792
 AO0792                         *CURRENT SURVEY CONTROL
 AO0792  ___________________________________________________________________
 AO0792* NAD 83(1993)-  28 31 14.28606(N)    099 49 19.39386(W)     ADJUSTED  
 AO0792* NAVD 88     -       178.59   (meters)     585.9    (feet)  GPS OBS   
 AO0792  ___________________________________________________________________
 AO0792  X           -    -956,753.461 (meters)                     COMP
 AO0792  Y           -  -5,526,328.597 (meters)                     COMP
 AO0792  Z           -   3,027,400.253 (meters)                     COMP
 AO0792  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AO0792  ELLIP HEIGHT-         154.64  (meters)          (10/24/00) GPS OBS
 AO0792  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AO0792
 AO0792  HORZ ORDER  -  B
 AO0792  ELLP ORDER  -  FOURTH    CLASS II
 AO0792
 AO0792.This mark is at Dimmit Co (CZT) Airport (CZT)
 AO0792
 AO0792.The horizontal coordinates were established by GPS observations
 AO0792.and adjusted by the National Geodetic Survey in February 1996..
 AO0792
 AO0792.The orthometric height was determined by GPS observations and a
 AO0792.high-resolution geoid model.
 AO0792
 AO0792.GPS derived orthometric heights for airport stations designated as
 AO0792.PACS or SACS are published to 2 decimal places.  This maintains
 AO0792.centimeter relative accuracy between the PACS and SACS.  It does
 AO0792.not indicate centimeter accuracy relative to other marks which are
 AO0792.part of the NAVD 88 network.
 AO0792
 AO0792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0792
 AO0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0792
 AO0792.The ellipsoidal height was determined by GPS observations
 AO0792.and is referenced to NAD 83.
 AO0792
 AO0792.The geoid height was determined by GEOID03.
 AO0792
 AO0792;                    North         East     Units Scale Factor Converg.
 AO0792;SPC TXSC     - 4,076,456.604   519,536.814   MT  0.99996342   -0 24 09.8
 AO0792;SPC TXSC     -13,374,174.71  1,704,513.70   sFT  0.99996342   -0 24 09.8
 AO0792;UTM  14      - 3,155,153.502   419,563.882   MT  0.99967985   -0 23 33.1
 AO0792
 AO0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0792!SPC TXSC     -   0.99997571  x   0.99996342  =   0.99993913
 AO0792!UTM  14      -   0.99997571  x   0.99967985  =   0.99965557
 AO0792
 AO0792:                Primary Azimuth Mark                     Grid Az
 AO0792:SPC TXSC     -  N 1085                                   296 12 58.4
 AO0792:UTM  14      -  N 1085                                   296 12 21.7
 AO0792
 AO0792|---------------------------------------------------------------------|
 AO0792| PID    Reference Object                     Distance      Geod. Az  |
 AO0792|                                                           dddmmss.s |
 AO0792| AO0409 N 1085                              410.509 METERS 2954848.6 |
 AO0792| AO0410 M 1085                              APPROX. 0.6 KM 2992102.2 |
 AO0792|---------------------------------------------------------------------|
 AO0792
 AO0792                          SUPERSEDED SURVEY CONTROL
 AO0792
 AO0792  ELLIP H (02/20/96)  154.77   (m)                       GP(       ) 1 1
 AO0792  NAD 83(1993)-  28 31 14.28585(N)    099 49 19.38999(W) AD(       ) 3
 AO0792  ELLIP H (02/16/96)  154.74   (m)                       GP(       ) 5 1
 AO0792  NAD 83(1986)-  28 31 14.28778(N)    099 49 19.36937(W) AD(       ) 3
 AO0792  NGVD 29 (10/23/89)  178.2    (m)          585.     (f) GPS OBS        
 AO0792
 AO0792.Superseded values are not recommended for survey control.
 AO0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0792.See file dsdata.txt to determine how the superseded data were derived.
 AO0792
 AO0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1956455154(NAD 83)
 AO0792_MARKER: I = METAL ROD
 AO0792_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AO0792_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AO0792_STAMPING: CARRPORT 1988
 AO0792_MARK LOGO: NGS   
 AO0792_PROJECTION: RECESSED 9 CENTIMETERS
 AO0792_MAGNETIC: I = MARKER IS A STEEL ROD
 AO0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0792+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1995
 AO0792_ROD/PIPE-DEPTH: 1.25 meters
 AO0792_SLEEVE-DEPTH  : 0.76 meters
 AO0792
 AO0792  HISTORY     - Date     Condition        Report By
 AO0792  HISTORY     - 1988     MONUMENTED       NGS
 AO0792  HISTORY     - 19890110 GOOD
 AO0792  HISTORY     - 19950412 GOOD             NGS
 AO0792
 AO0792                          STATION DESCRIPTION
 AO0792
 AO0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AO0792'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF CARRIZO SPRINGS,
 AO0792'1.2 KM (0.75 MI) SOUTHEAST OF STATE HIGHWAY 85, AT THE DIMMIT COUNTY
 AO0792'AIRPORT.  OWNERSHIP--DIMMIT COUNTY, DIMMIT COUNTY COURTHOUSE, CARRIZO
 AO0792'SPRINGS, TEXAS 78834.  THE AIRPORT MANAGER IS ERNEST MARTINEZ,
 AO0792'TELEPHONE 512-876-9339.
 AO0792'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83, U.S.
 AO0792'HIGHWAY 277, STATE HIGHWAY 85, AND LOOP 225 IN CARRIZO SPRINGS, GO
 AO0792'EAST ON STATE HIGHWAY 85 FOR 1.61 KM (1.00 MI) TO FARM ROAD 1556
 AO0792'RIGHT.  CONTINUE AHEAD ON STATE HIGHWAY 85 FOR 0.64 KM (0.40 MI) TO A
 AO0792'PAVED ROAD RIGHT AND A WATER STORAGE TANK.  TURN RIGHT AND GO
 AO0792'SOUTHEAST ON THE PAVED ROAD FOR 1.04 KM (0.65 MI) TO A PAVED ROAD
 AO0792'LEFT.  TURN LEFT AND GO NORTHEAST FOR 0.08 KM (0.05 MI) TO A T-ROAD
 AO0792'NEAR THE AIRPORT BUILDINGS.  BEAR LEFT, THEN RIGHT ON THE LANE FOR
 AO0792'0.08 KM (0.05 MI) TO THE APRON.  TURN RIGHT AND GO SOUTHEAST ACROSS
 AO0792'THE APRON FOR 0.08 KM (0.05 MI) TO THE END OF THE APRON AND TAXIWAY.
 AO0792'CONTINUE SOUTHEAST ON THE TAXIWAY FOR 1.30 KM (0.80 MI) TO A RUNWAY
 AO0792'AND THE STATION ON THE LEFT.
 AO0792'THE STATION IS 24.8 M (81.4 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY,
 AO0792'18.9 M (62.0 FT) NORTHWEST OF THE CENTER OF THE TAXIWAY, 10.8 M
 AO0792'(35.4 FT) SOUTHWEST OF THE ROUNDED EDGE OF THE PAVEMENT AT THE
 AO0792'RUNWAY-TAXIWAY JUNCTION, 5.95 M (19.5 FT) SOUTHWEST OF A BLUE RUNWAY
 AO0792'LIGHT, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
 AO0792'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AO0792'DESCRIBED BY V.L. FERNANDES.
 AO0792
 AO0792                          STATION RECOVERY (1989)
 AO0792
 AO0792'RECOVERED 1989
 AO0792'RECOVERED IN GOOD CONDITION.
 AO0792
 AO0792                          STATION RECOVERY (1995)
 AO0792
 AO0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AO0792'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF CARRIZO SPRINGS,
 AO0792'1.2 KM (0.75 MI) SOUTHEAST OF STATE HIGHWAY 85, AT THE DIMMIT COUNTY
 AO0792'AIRPORT, NORTH OF THE SOUTHEAST END OF TAXI AND THE RUNWAY JUNCTION.
 AO0792'OWNERSHIP--DIMMIT COUNTY, CARRIZO SPRINGS, TEXAS 78834, ERNEST
 AO0792'MARTINEZ, AIRPORT MANAGER, PHONE 512 876 9339.  TO REACH THE STATION
 AO0792'FROM THE JUNCTION OF U.S.  HIGHWAY 83, U.S.  HIGHWAY 277, STATE
 AO0792'HIGHWAY 85, AND LOOP 225 IN CARRIZO SPRINGS, GO EAST ON STATE HIGHWAY
 AO0792'85 FOR 2.27 KM (1.40 MI) TO A PAVED ROAD RIGHT, (NEAR A LARGE WATER
 AO0792'STORAGE TANK) GO SOUTHEAST 0.96 KM (0.60 MI) TO THE AIRPORT ENTRANCE
 AO0792'ON THE LEFT,NORTHEAST, GO 0.14 KM (0.10 MI) TO A T-ROAD AND AN
 AO0792'ABANDONED OFFICE BUILDING, TURN RIGHT SOUTHEAST, 0.66 KM (0.40 MI)
 AO0792'FOLLOWING CURVED ROAD PAST AN OPEN HANGAR ,ACROSS THE APRON TO A TAXI,
 AO0792'CONTINUING SOUTHEAST, ALONG THE TAXI TO ITS JUNCTION WITH THE RUNWAY
 AO0792'AND THE STATION ON THE LEFT.  THE STATIION IS 22.9 M (75.1 FT)
 AO0792'SOUTHWEST OF THE CENTER OF THE RUNWAY, 18.7 M (61.4 FT) NORTHWEST OF
 AO0792'THE CENTER OF THE TAXI, 6.0 M (19.7 FT) WEST OF 2 BLUE TAXI/RUNWAY
 AO0792'LIGHTS, AND 0.4 BELOW THE LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE
 AO0792'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET
 AO0792'CLASS A REQUIREMENTS.  BY DEB NOTE..RUNWAY AND TAXIWAY WERE COMPLETELY
 AO0792'REBUILT NEAR MARK.  MARK WAS NOT FOUND...PRESUMED STILL THERE, BUT
 AO0792'UNDER 1 FT (0.3 M) OF FILL.  METAL DETECTOR NEEDED.  JTM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1327 ***********************************************************************
 DN1327  DESIGNATION -  CARRUTH
 DN1327  PID         -  DN1327
 DN1327  STATE/COUNTY-  TX/DENTON
 DN1327  USGS QUAD   -  DENTON WEST (1960)
 DN1327
 DN1327                         *CURRENT SURVEY CONTROL
 DN1327  ___________________________________________________________________
 DN1327* NAD 83(1993)-  33 09 06.18555(N)    097 11 57.98292(W)     ADJUSTED  
 DN1327* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 DN1327  ___________________________________________________________________
 DN1327  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 DN1327  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DN1327
 DN1327  HORZ ORDER  -  FIRST
 DN1327
 DN1327.The horizontal coordinates were established by classical geodetic methods
 DN1327.and adjusted by the National Geodetic Survey in February 1996..
 DN1327
 DN1327.The orthometric height was scaled from a topographic map.
 DN1327
 DN1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1327
 DN1327.The geoid height was determined by GEOID03.
 DN1327
 DN1327;                    North         East     Units Scale Factor Converg.
 DN1327;SPC TXNC     - 2,165,428.137   721,314.726   MT  0.99987414   +0 42 33.5
 DN1327;SPC TXNC     - 7,104,408.81  2,366,513.40   sFT  0.99987414   +0 42 33.5
 DN1327;UTM  14      - 3,669,549.848   667,923.571   MT  0.99994768   +0 59 05.6
 DN1327
 DN1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1327!SPC TXNC     -   0.99996420  x   0.99987414  =   0.99983835
 DN1327!UTM  14      -   0.99996420  x   0.99994768  =   0.99991188
 DN1327
 DN1327:                Primary Azimuth Mark                     Grid Az
 DN1327:SPC TXNC     -  DENTON S MUNICIPAL TANK                  036 30 46.3
 DN1327:UTM  14      -  DENTON S MUNICIPAL TANK                  036 14 14.2
 DN1327
 DN1327|---------------------------------------------------------------------|
 DN1327| PID    Reference Object                     Distance      Geod. Az  |
 DN1327|                                                           dddmmss.s |
 DN1327| DN1329 DENTON S MUNICIPAL TANK             APPROX. 9.1 KM 0371319.8 |
 DN1327| DN1334 DENTON C I A ADM BLDG DOME          APPROX.10.5 KM 0392520.5 |
 DN1327| DN1184 PILOT POINT MUNICIPAL TANK          APPROX.35.0 KM 0392618.0 |
 DN1327| DN1330 DENTON CO COURTHOUSE TOWER          APPROX. 9.4 KM 0412239.0 |
 DN1327| CX9138 CARRUTH AZ MK                                      0491702.4 |
 DN1327| DN1331 PILOT 1947                           46.728 METERS 08938     |
 DN1327| DN1170 LEWISVILLE MUNICIPAL TANK           APPROX.22.3 KM 1211230.9 |
 DN1327| CX9139 CARRUTH RM 1                         10.141 METERS 21536     |
 DN1327| DN1337 JUSTIN MUNICIPAL TANK               APPROX.11.7 KM 2321422.6 |
 DN1327| CX9140 CARRUTH RM 2                         15.597 METERS 35117     |
 DN1327|---------------------------------------------------------------------|
 DN1327
 DN1327                          SUPERSEDED SURVEY CONTROL
 DN1327
 DN1327  NAD 83(1993)-  33 09 06.18751(N)    097 11 57.97284(W) AD(       ) 1
 DN1327  NAD 83(1986)-  33 09 06.19036(N)    097 11 57.96878(W) AD(       ) 1
 DN1327  NAD 27      -  33 09 05.75700(N)    097 11 56.91100(W) AD(       ) 1
 DN1327
 DN1327.Superseded values are not recommended for survey control.
 DN1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1327.See file dsdata.txt to determine how the superseded data were derived.
 DN1327
 DN1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6792469550(NAD 83)
 DN1327_MARKER: DS = TRIANGULATION STATION DISK
 DN1327_SETTING: 66 = SET IN ROCK OUTCROP
 DN1327
 DN1327  HISTORY     - Date     Condition        Report By
 DN1327  HISTORY     - 1935     MONUMENTED       CGS
 DN1327  HISTORY     - 1937     GOOD             TXHD
 DN1327  HISTORY     - 1938     GOOD             TXGS
 DN1327  HISTORY     - 1946     GOOD             CGS
 DN1327  HISTORY     - 1947     GOOD             CGS
 DN1327  HISTORY     - 1955     POOR             TXHD
 DN1327  HISTORY     - 1960     GOOD             CGS
 DN1327  HISTORY     - 1962     GOOD             CGS
 DN1327  HISTORY     - 1979     MARK NOT FOUND   NGS
 DN1327  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN1327
 DN1327                          STATION DESCRIPTION
 DN1327
 DN1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1327'THIS STATION IS ABOUT 2 MILES NNW OF ARGYLE, ABOUT 5-1/2
 DN1327'MILES SW OF DENTON, ON FARM OWNED AND OCCUPIED BY THOMAS
 DN1327'CARRUTH, ABOUT 0.15 MILE W OF HIS HOUSE, ON THE HIGHEST POINT,
 DN1327'AND IN THE APPROXIMATE CENTER OF A PROMINENT, WOODED, SLIGHTLY
 DN1327'CRESCENT-SHAPED, E-W RIDGE, WHICH IS KNOWN LOCALLY AS PILOT
 DN1327'KNOB, TOP OF RIDGE IS ABOUT 600 FEET LONG AND ABOUT 125 FEET
 DN1327'WIDE.  STATION IS ABOUT 65 FEET N OF S EDGE OF RIDGE, ABOUT
 DN1327'60 FEET S OF N EDGE OF RIDGE, 12 FEET W OF A TRIANGULAR-BLAZED
 DN1327'14-INCH JACK OAK TREE, 21 FEET SSW OF A 16-INCH JACK OAK
 DN1327'TREE.  THE MARK PROJECTS 5 INCHES.
 DN1327'
 DN1327'THE SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 DN1327'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DN1327'
 DN1327'REFERENCE MARK NO. 1 IS SW OF STATION, 5 FEET NNE OF A 6-INCH
 DN1327'JACK OAK TREE. 8 FEET NW OF A 10-INCH JACK OAK TREE ABOUT 35
 DN1327'FEET N OF S EDGE OF THE RIDGE.
 DN1327'
 DN1327'REFERENCE MARK NO. 2 IS N OF STATION, 15 FEET NW OF A 7-INCH JACK
 DN1327'OAK TREE, 19 FEET S OF A 6-INCH JACK OAK TREE, 20 FEET E OF A
 DN1327'10-INCH JACK OAK TREE, ABOUT 25 FEET S OF N EDGE OF THE
 DN1327'RIDGE, 78.49 FEET NNE OF REFERENCE MARK NO. 1.
 DN1327'
 DN1327'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK
 DN1327'OR POST OF CONCRETE NE OF STATION, 22 FEET W OF CENTER LINE
 DN1327'OF N-S GRAVEL ROAD, 1 FOOT W OF PASTURE (RIGHT-OF-WAY) FENCE,
 DN1327'ABOUT 90 FEET N OF AN E-W T-FENCE.  IT PROJECTS 6 INCHES.
 DN1327'
 DN1327'TO REACH FROM THE ARGYLE POST OFFICE, GO N ON U.S. HIGHWAY
 DN1327'377, 0.35 MILE THENCE W ACROSS RAILROAD AND CONTINUE W ON
 DN1327'GRAVEL ROAD 0.7 MILE.  THENCE N 1.45 MILES, THENCE W 0.1 MILE
 DN1327'TO MR. CARRUTHS HOUSE.  PASS THROUGH GATE WHICH IS S OF HOUSE
 DN1327'AND GO W ABOUT 0.1 MILE TO THE WINDMILL WHICH IS AT E FOOT
 DN1327'OF RIDGE.  THENCE CONTINUE W ABOUT 150 YARDS TO HIGHEST POINT
 DN1327'OF RIDGE AND STATION.
 DN1327'
 DN1327'ALL LIGHTS COME INTO VIEW AT 25 FEET.
 DN1327'
 DN1327'HEIGHT OF LIGHT ABOVE STATION MARK - 47 FEET.
 DN1327
 DN1327                          STATION RECOVERY (1937)
 DN1327
 DN1327'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1327'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 DN1327'NO ATTEMPT MADE TO RECOVER REFERENCE MARKS.  THE STATION CANNOT
 DN1327'BE REACHED BY AUTOMOBILE.
 DN1327
 DN1327                          STATION RECOVERY (1938)
 DN1327
 DN1327'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN1327'STATION RECOVERED AND IS IN EXCELLENT CONDITION.
 DN1327
 DN1327                          STATION RECOVERY (1946)
 DN1327
 DN1327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 DN1327'STATION RECOVERED IN GOOD CONDITION.  A 35-FOOT WOODEN STAND
 DN1327'HAS BEEN ERECTED OVER THE STATION BY THE U.S. ENGINEERS.  ALL
 DN1327'MARKS WERE RECOVERED.  THE AZIMUTH MARK IS 0.25 MILE N OF A FENCE
 DN1327'CORNER ALONG A T-ROAD LEFT.  THE E-W FENCE 90 FEET S OF THE
 DN1327'AZIMUTH MARK IS GONE.
 DN1327
 DN1327                          STATION RECOVERY (1947)
 DN1327
 DN1327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1327'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND
 DN1327'IN GOOD CONDITION.  A NEW STATION MARK STAMPED PILOT 1946
 DN1327'WAS FOUND ON THE STATION RIDGE AND THE HORIZONTAL DIRECTION
 DN1327'WAS MEASURED TO IT.  THE DISTANCE WAS TRAVERSED TO TRIANGULATION
 DN1327'STATION CARRUTH 1935 IN 1946, BUT THAT DISTANCE IS NOT AVAILABLE
 DN1327'TO LIST IN THIS DESCRIPTION.  THE DISTANCE WAS NOT CHECKED.
 DN1327'THIS NEW MARK IS SET IN OUTCROPPING BEDROCK.  A COMPLETE
 DN1327'NEW DESCRIPTION FOLLOWS.
 DN1327'
 DN1327'THE STATION IS LOCATED ABOUT 5 AND 1/2 MILES SOUTHWEST OF DENTON,
 DN1327'2 MILES NORTH-NORTHWEST OF ARGYLE AND 1/6 MILE WEST OF THE
 DN1327'HOUSE OF THOMAS CARRUTH ON WHOSE PROPERTY THE STATION IS
 DN1327'LOCATED.  IT IS ON THE HIGHEST POINT AND IN THE APPROXIMATE
 DN1327'CENTER OF A PROMINENT, CRESCENT-SHAPED, EAST-WEST RIDGE.  THIS
 DN1327'WOODED RIDGE IS KNOWN LOCALLY AS PILOT KNOB, THE TOP OF WHICH IS
 DN1327'ABOUT 600 FEET LONG AND 125 FEET WIDE.  STATION IS ABOUT 65
 DN1327'FEET NORTH OF THE SOUTH EDGE OF THE RIDGE, 60 FEET SOUTH OF
 DN1327'THE NORTH EDGE OF THE RIDGE, 21 FEET SOUTH-SOUTHWEST OF A
 DN1327'16-INCH OAK TREE AND 12 FEET WEST OF A TRIANGULAR-BLAZED
 DN1327'14-INCH OAK TREE.  THE ROCK IN WHICH THE STATION MARK IS SET
 DN1327'PROJECTS 5 INCHES.  THE MARK IS STAMPED CARRUTH 1935.
 DN1327'
 DN1327'REFERENCE MARK NO. 1 IS 33.27 FEET SOUTHWEST OF THE STATION,
 DN1327'ABOUT 35 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE, 8 FEET
 DN1327'NORTHWEST OF A 10-INCH OAK TREE AND 5 FEET NORTH-NORTHEAST
 DN1327'OF A 6-INCH OAK TREE.  THE MARK IS STAMPED CARRUTH NO 1 1935.
 DN1327'
 DN1327'REFERENCE MARK NO. 2 IS 51.17 FEET NORTH OF THE STATION,
 DN1327'25 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE, 20 FEET EAST
 DN1327'OF A 10-INCH OAK TREE, 19 FEET SOUTH OF A 6-INCH OAK TREE
 DN1327'AND 15 FEET NORTHWEST OF A 7-INCH OAK TREE.  THE MARK IS STAMPED
 DN1327'CARRUTH NO 2 1935.
 DN1327'
 DN1327'THE AZIMUTH MARK IS 0.45 MILE NORTHEAST OF THE STATION, 22
 DN1327'FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH GRAVEL ROAD
 DN1327'AND 1 FOOT WEST OF A FENCE.  (T-FENCE MENTIONED IN THE PREVIOUS
 DN1327'DESCRIPTION HAS BEEN REMOVED.) THE MARK PROJECTS 6 INCHES
 DN1327'AND THE DISK IS STAMPED CARRUTH 1935.
 DN1327'
 DN1327'TO REACH THE STATION FROM THE ARGYLE POST OFFICE, GO NORTH
 DN1327'ON U.S. HIGHWAY 377 FOR 0.35 MILE TO AN OILED ROAD RIGHT
 DN1327'AND A GRAVEL ROAD LEFT.  TURN LEFT ACROSS RAILROAD TRACKS AND GO
 DN1327'WEST ON GRAVEL ROAD FOR 0.7 MILE TO A T-ROAD RIGHT.  TURN
 DN1327'RIGHT AND GO NORTH FOR 1.45 MILES TO A CATTLE GUARD ON THE LEFT.
 DN1327'(TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH
 DN1327'AND EAST FOR 0.15 MILE TO ROAD FORKS.  TAKE LEFT FORK AND GO
 DN1327'NORTH FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN
 DN1327'LEFT THROUGH CATTLE GUARD AND GO 0.1 MILE TO MR. CARRUTHS
 DN1327'HOUSE.  PASS THROUGH CATTLE GUARD SOUTH OF THE HOUSE AND GO WEST
 DN1327'ON TRACK ROAD FOR 0.15 MILE TO LIVESTOCK FEEDERS ON THE
 DN1327'RIGHT.  TURN RIGHT AND NORTH PAST FEEDERS FOR 0.2 MILE TO
 DN1327'THE TOP OF THE RIDGE.  TURN RIGHT AND GO EAST 100 YARDS TO THE
 DN1327'STATION AS DESCRIBED.
 DN1327'
 DN1327'NOTE--THERE IS OVER A DEGREE DIFFERENCE IN THE 1935 PUBLISHED
 DN1327'HORIZONTAL DIRECTION TO THE AZIMUTH MARK AND THE OBSERVATIONS
 DN1327'TAKEN IN 1947.  A 50 KILOMETER SPEED TRAIL COURSE WAS ESTABLISHED
 DN1327'IN 1946 BETWEEN TRIANGULATIONS STATIONS CARRUTH 1935 AND NEWCOME.
 DN1327'STATION PILOT 1946 IS A TRAVERSE STATION FROM CARRUTH 1935
 DN1327'AND THE WESTERN TERMINAL OF THE SPEED COURSE.  THE AZIMUTH
 DN1327'MARK WAS USED AS AN INITIAL IN LINING IN STATION PILOT IN 1946.
 DN1327'
 DN1327'HEIGHT OF LIGHT ABOVE THE STATION MARK 7 METERS.
 DN1327
 DN1327                          STATION RECOVERY (1955)
 DN1327
 DN1327'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (HWH)
 DN1327'STATION MARKER HAS BEEN DUG UP.  REFERENCE MARKERS 1 AND 2
 DN1327'BOTH IN PLACE AND IN GOOD CONDITION.
 DN1327
 DN1327                          STATION RECOVERY (1960)
 DN1327
 DN1327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1327'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1327'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1327
 DN1327                          STATION RECOVERY (1962)
 DN1327
 DN1327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPM)
 DN1327'TRIANGULATION AND AZIMUTH RECOVERED IN GOOD CONDITION.
 DN1327'RECOVERY DESCRIPTION DATED 1946 ADEQUATE.
 DN1327'
 DN1327'WE ARE UNABLE TO OBTAIN THE ANGLE RECORDED IN 1935 BETWEEN
 DN1327'TRIANGULATION STATION MASCH AND TRIANGULATION STATION CARRUTH TO
 DN1327'CARRUTH AZIMUTH.  WE FOUND OVER A DEGREE DIFFERENCE.  HOWEVER OUR
 DN1327'INSTRUMENT WAS NOT OF THE REQUIRED ACCURACY TO FORWARD OUR
 DN1327'ANGLE FOR REFERENCE.  THE TRIANGULATION STATION IS BURIED
 DN1327'APPROX. 2 FEET BELOW SURROUNDING ROCKBED SURFACE.  REFERENCE
 DN1327'MARKER NO. 1 RECOVERED, BRONZE DISK MUTILATED.  NO SEARCH
 DN1327'WAS MADE TO RECOVER REFERENCE MARKER NO. 2.
 DN1327
 DN1327                          STATION RECOVERY (1979)
 DN1327
 DN1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 DN1327'REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED WITH THE DISK IN THE
 DN1327'CONDITION DESCRIBED BY JPM IN 1962.  A THOROUGH SEARCH WAS MADE FOR
 DN1327'THE STATION MARK AND RM 2 BUT THEY COULD NOT BE FOUND.  THE NEARBY
 DN1327'STATION PILOT 1946 WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 DN1327'MARK WAS NOT SEARCHED FOR.
 DN1327'
 DN1327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES SOUTHWEST
 DN1327'OF DENTON.
 DN1327
 DN1327                          STATION RECOVERY (1995)
 DN1327
 DN1327'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0829 ***********************************************************************
 CC0829  DESIGNATION -  CARRUTHERS
 CC0829  PID         -  CC0829
 CC0829  STATE/COUNTY-  TX/REEVES
 CC0829  USGS QUAD   -  HALAMICEK RANCH (1968)
 CC0829
 CC0829                         *CURRENT SURVEY CONTROL
 CC0829  ___________________________________________________________________
 CC0829* NAD 83(1993)-  31 34 13.65012(N)    103 51 11.69655(W)     ADJUSTED  
 CC0829* NAVD 88     -       970.5    (meters)    3184.     (feet)  VERTCON   
 CC0829  ___________________________________________________________________
 CC0829  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 CC0829  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 CC0829
 CC0829  HORZ ORDER  -  FIRST
 CC0829
 CC0829.The horizontal coordinates were established by classical geodetic methods
 CC0829.and adjusted by the National Geodetic Survey in February 1996..
 CC0829
 CC0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0829
 CC0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0829
 CC0829.The geoid height was determined by GEOID03.
 CC0829
 CC0829;                    North         East     Units Scale Factor Converg.
 CC0829;SPC TX C     - 3,216,335.168   365,929.693   MT  0.99993092   -1 48 46.7
 CC0829;SPC TX C     -10,552,259.63  1,200,554.33   sFT  0.99993092   -1 48 46.7
 CC0829;UTM  13      - 3,493,396.050   608,821.986   MT  0.99974606   +0 36 01.6
 CC0829
 CC0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0829!SPC TX C     -   0.99985156  x   0.99993092  =   0.99978249
 CC0829!UTM  13      -   0.99985156  x   0.99974606  =   0.99959765
 CC0829
 CC0829:                Primary Azimuth Mark                     Grid Az
 CC0829:SPC TX C     -  SNYDER                                   269 01 58.6
 CC0829:UTM  13      -  SNYDER                                   266 37 10.3
 CC0829
 CC0829|---------------------------------------------------------------------|
 CC0829| PID    Reference Object                     Distance      Geod. Az  |
 CC0829|                                                           dddmmss.s |
 CC0829| CC0830 SNYDER                              APPROX. 5.3 KM 2671311.9 |
 CC0829| CH8538 CARRUTHERS RM                        20.490 METERS 33826     |
 CC0829|---------------------------------------------------------------------|
 CC0829
 CC0829                          SUPERSEDED SURVEY CONTROL
 CC0829
 CC0829  NAD 83(1986)-  31 34 13.65004(N)    103 51 11.69408(W) AD(       ) 1
 CC0829  NAD 27      -  31 34 13.18500(N)    103 51 10.01100(W) AD(       ) 1
 CC0829  NGVD 29 (07/19/86)  970.1    (m)         3183.     (f) VERT ANG       
 CC0829
 CC0829.Superseded values are not recommended for survey control.
 CC0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0829.See file dsdata.txt to determine how the superseded data were derived.
 CC0829
 CC0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ0882293396(NAD 83)
 CC0829_MARKER: Z = SEE DESCRIPTION
 CC0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0829
 CC0829  HISTORY     - Date     Condition        Report By
 CC0829  HISTORY     - 1922     MONUMENTED       CGS
 CC0829  HISTORY     - 1931     GOOD             CGS
 CC0829  HISTORY     - 1943     GOOD             CGS
 CC0829  HISTORY     - 1968     GOOD             TEXACO
 CC0829
 CC0829                          STATION DESCRIPTION
 CC0829
 CC0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CC0829'SEVENTEEN MILES NW OF TOYAH, 19 MILES S OF ORLA, 28 MILES
 CC0829'NW OF PECOS, 1.3 MILES N OF THE FRED SNYDER RANCH, ON HIGHEST
 CC0829'POINT OF SMALL FLAT-TOPPED HILL.  TO REACH FROM THE FRED
 CC0829'SNYDER RANCH GO OUT N GATE AND FOLLOW DIM ROAD ABOUT THREE-FOURTH
 CC0829'MILE, THENCE TURN RIGHT ACROSS COUNTRY ONE-HALF MILE TO STATION
 CC0829'SITE.  SURFACE AND UNDERGROUND MARKS ARE BRONZE DISK STATION
 CC0829'MARKS IN CONCRETE.
 CC0829'
 CC0829'REFERENCE MARK IS A BRONZE REFERENCE DISK IN CONCRETE,
 CC0829'20.49 METERS (67.2 FEET) FROM STATION N 21 DEG 34 MIN W.
 CC0829
 CC0829                          STATION RECOVERY (1943)
 CC0829
 CC0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0829'STATION WAS NOT OCCUPIED.  THEREFORE THERE WAS NO CHECK OF
 CC0829'DIRECTION AND DISTANCE TO REFERENCE MARK.
 CC0829'
 CC0829'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 CC0829'GOOD CONDITION.
 CC0829'
 CC0829'STATION IS LOCATED ABOUT 28 MILES NW OF PECOS, 19 MILES S
 CC0829'OF ORLA, 18 MILES NW OF TOYAH, 3 MILES SE OF THE BURCHESON RANCH
 CC0829'HOUSE, 1.1 MILES NE OF AN OLD ABANDONED RANCH HOUSE AND WINDMILL,
 CC0829'ON A SMALL FLAT-TOPPED HILL.
 CC0829'
 CC0829'TO REACH FROM ORLA, GO S ON U.S. HIGHWAY 285 FOR 10.9 MILES
 CC0829'TO A ROAD LEADING RIGHT THROUGH A HIGH GATE AND SIGNS TOYAH,
 CC0829'W.T. RANCH AND WID BURCHENSON.  THIS GATE IS 28 MILES NW OF
 CC0829'PECOS AND 10.6 MILES NW OF MENTONE HIGHWAY JUNCTION.  TURN
 CC0829'RIGHT (W) THROUGH THIS GATE AND FOLLOW DIRT ROAD 2.6 MILES TO A
 CC0829'T-JUNCTION WITH THE OLD ORLA-TOYAH HIGHWAY (NOW ABANDONED
 CC0829'TO THE N).  TURN LEFT ALONG THIS ROAD 0.3 MILE TO SIGNS
 CC0829'TOYAH AND W.T. RANCH NEAR WINDMILL.  HERE FOLLOW ROAD TO
 CC0829'RIGHT, AS PER SIGNS, AND CONTINUE ALONG ROAD W 5.7 MILES TO
 CC0829'CATTLE GUARD AND FORK.  KEEP LEFT FORK (TOYAH ROAD) FOR 3.3
 CC0829'MILES TO A DIM FORK COMING IN FROM THE LEFT, AT A POINT
 CC0829'ABOUT 200 YARDS NE OF AN OLD ABANDONED RANCH HOUSE.  HERE
 CC0829'TURN SHARP LEFT LEAVING TOYAH ROAD AND GO NE 1.1 MILES TO
 CC0829'HIGHEST POINT AND STATION 30 FEET TO LEFT OF TRACK ROAD.
 CC0829
 CC0829                          STATION RECOVERY (1968)
 CC0829
 CC0829'RECOVERY NOTE BY TEXACO INCORPORATED 1968 (BLE)
 CC0829'CARRUTHERS-GOOD CONDITION
 CC0829'
 CC0829'AZIMUTH-NOT LOOKED FOR.
 CC0829'
 CC0829'REFERENCE MARK-NOT LOOKED FOR.
 CC0829'
 CC0829'TO REACH FROM TOYAH FROM RAILROAD DEPOT GO NORTH AND NORTHWEST
 CC0829'1.5 MILES TO ROAD FORK, TURN RIGHT (NORTH) 7.3 MILES TO END
 CC0829'OF PAVEMENT, CONTINUE NORTHWEST ON GRADED ROAD 0.5 MILES
 CC0829'TO ROAD JUNCTION, TURN RIGHT (NORTH) ON GRADED ROAD AT 9.4
 CC0829'MILES, CROSS CATTLE GUARD, CONTINUE NORTH 0.1 MILES TO PIPE
 CC0829'LINE BEARING NORTHEAST AND SOUTHWEST, TURN RIGHT (NORTHEAST)
 CC0829'DOWN PIPE LINE 1.1 MILES TO SECOND CONCRETE WATER TANK, TURN
 CC0829'LEFT (NORTHWEST) ON RANCH ROAD 0.3 MILES TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0540 ***********************************************************************
 BO0540  DESIGNATION -  CARSON
 BO0540  PID         -  BO0540
 BO0540  STATE/COUNTY-  TX/TERRELL
 BO0540  USGS QUAD   -  MEYERS CANYON NE (1980)
 BO0540
 BO0540                         *CURRENT SURVEY CONTROL
 BO0540  ___________________________________________________________________
 BO0540* NAD 83(1993)-  30 14 31.88392(N)    101 51 56.78139(W)     ADJUSTED  
 BO0540* NAVD 88     -       724.3    (meters)    2376.     (feet)  VERTCON   
 BO0540  ___________________________________________________________________
 BO0540  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BO0540  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 BO0540
 BO0540  HORZ ORDER  -  SECOND
 BO0540
 BO0540.The horizontal coordinates were established by classical geodetic methods
 BO0540.and adjusted by the National Geodetic Survey in February 1996..
 BO0540
 BO0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0540
 BO0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0540
 BO0540.The geoid height was determined by GEOID03.
 BO0540
 BO0540;                    North         East     Units Scale Factor Converg.
 BO0540;SPC TXSC     - 4,270,355.054   324,196.953   MT  0.99998837   -1 24 14.3
 BO0540;SPC TXSC     -14,010,323.21  1,063,636.17   sFT  0.99998837   -1 24 14.3
 BO0540;SPC TX C     - 3,064,816.917   552,510.244   MT  0.99996886   -0 47 21.5
 BO0540;SPC TX C     -10,055,153.50  1,812,694.03   sFT  0.99996886   -0 47 21.5
 BO0540;UTM  14      - 3,349,097.942   224,219.416   MT  1.00053841   -1 26 39.4
 BO0540
 BO0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0540!SPC TXSC     -   0.99988993  x   0.99998837  =   0.99987830
 BO0540!SPC TX C     -   0.99988993  x   0.99996886  =   0.99985879
 BO0540!UTM  14      -   0.99988993  x   1.00053841  =   1.00042828
 BO0540
 BO0540|---------------------------------------------------------------------|
 BO0540| PID    Reference Object                     Distance      Geod. Az  |
 BO0540|                                                           dddmmss.s |
 BO0540| CH8541 CARSON RM 2                          40.590 METERS 08046     |
 BO0540| CH8539 CARSON AZ MK                                       3003642.1 |
 BO0540| CH8540 CARSON RM 1                          35.924 METERS 34741     |
 BO0540|---------------------------------------------------------------------|
 BO0540
 BO0540                          SUPERSEDED SURVEY CONTROL
 BO0540
 BO0540  NAD 83(1986)-  30 14 31.85910(N)    101 51 56.79577(W) AD(       ) 2
 BO0540  NAD 27      -  30 14 31.19100(N)    101 51 55.34000(W) AD(       ) 2
 BO0540  NGVD 29 (07/19/86)  724.1    (m)         2376.     (f) VERT ANG       
 BO0540
 BO0540.Superseded values are not recommended for survey control.
 BO0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0540.See file dsdata.txt to determine how the superseded data were derived.
 BO0540
 BO0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU2421949098(NAD 83)
 BO0540_MARKER: DS = TRIANGULATION STATION DISK
 BO0540_SETTING: 66 = SET IN ROCK OUTCROP
 BO0540_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 BO0540
 BO0540  HISTORY     - Date     Condition        Report By
 BO0540  HISTORY     - 1935     MONUMENTED       CGS
 BO0540  HISTORY     - 1973     GOOD             USGS
 BO0540
 BO0540                          STATION DESCRIPTION
 BO0540
 BO0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BO0540'STATION IS ABOUT 19 MILES, AIRLINE, NE OF DRYDEN ON A STONY,
 BO0540'E-W, CEDAR-COVERED RIDGE, 3-1/2 MILES WNW OF E.B. CARSONS
 BO0540'RANCH BUILDINGS, 2-1/2 MILES AND 90 DEG MAGNETIC FROM A
 BO0540'WINDMILL, 0.2 MILE E OF A BOARD GATE AND BLADED
 BO0540'SHEFFIELD-PUMPVILLE ROAD, AND 8 FEET N OF A WIRE FENCE.
 BO0540'
 BO0540'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BO0540'DISKS SET IN CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK.
 BO0540'
 BO0540'REFERENCE MARK NO. 1 IS NNW OF THE STATION.
 BO0540'
 BO0540'REFERENCE MARK NO. 2 IS ENE OF THE STATION AND 25 FEET N OF AN
 BO0540'E-W FENCE.
 BO0540'
 BO0540'THE AZIMUTH MARK IS WNW OF THE STATION.  IT IS 0.2 MILE
 BO0540'W AND 0.3 MILE N OF THE STATION BY ROAD.  IT IS 60 FEET E OF
 BO0540'THE SHEFFIELD-PUMPVILLE ROAD.
 BO0540'
 BO0540'THE STATION MAY BE REACHED FROM SHEFFIELD BY DRIVING TOWARDS
 BO0540'DRYDEN ON THE SHEFFIELD-DRYDEN ROAD 40.5 MILES TO WHERE
 BO0540'A GRADED ROAD TURNS LEFT AT A LARGE PINK MAIL BOX BEARING
 BO0540'A FURNITURE DEALERS SIGN.  THIS GRADE IS THE SHEFFIELD-PUMPVILLE
 BO0540'ROAD.  TURN LEFT ON THIS FORK AND GO 2.1 MILES, PASSING THROUGH
 BO0540'TWO BOARD GATES ALONG THE WAY, TO A BOARD GATE 100 YARDS NE
 BO0540'OF A WINDMILL AND RANCH BUILDINGS.  CONTINUE EASTERLY ON LEFT
 BO0540'FORK, MAIN ROAD, 1.7 MILES TO A FORKS.  TAKE THE LEFT FORK
 BO0540'EASTERLY ON THE MAIN BLADED ROAD FOR 3.9 MILES, PASSING
 BO0540'THROUGH A BOARD GATE AND A PIPE GATE ALONG THE WAY, TO
 BO0540'ANOTHER BOARD GATE WITH TALL CEDAR POSTS.  DO NOT PASS
 BO0540'THROUGH THIS GATE, BUT LEAVE ROAD HERE AND DRIVE DUE E
 BO0540'ALONG THE N SIDE OF FENCE FOR 0.2 MILE TO STATION.
 BO0540'
 BO0540'A 15-FOOT STAND WILL CLEAR ALL LINES.
 BO0540
 BO0540                          STATION RECOVERY (1973)
 BO0540
 BO0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RJP)
 BO0540'DRYDEN, 20.9 MILES NORTH ALONG STATE HWY 349, THENCE 6.1
 BO0540'MILES EAST ALONG COUNTY ROAD TO CATTLEGUARD, THENCE 0.2 MILES
 BO0540'EAST ALONG NORTH SIDE OF FENCE.  ABOUT 19 AIRLINE MILES
 BO0540'NE OF DRYDEN, 8 FT. NORTH OF A WIRE FENCE.  SET IN A DEPRESSION
 BO0540'IN OUTCROPPING BEDROCK.  A STANDARD TABLET STAMPED CARSON 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3021 ***********************************************************************
 CS3021  DESIGNATION -  CARSWELL AIR FORCE BASE TANK
 CS3021  PID         -  CS3021
 CS3021  STATE/COUNTY-  TX/TARRANT
 CS3021  USGS QUAD   -  LAKE WORTH (1982)
 CS3021
 CS3021                         *CURRENT SURVEY CONTROL
 CS3021  ___________________________________________________________________
 CS3021* NAD 83(1993)-  32 46 33.34481(N)    097 25 34.17596(W)     ADJUSTED  
 CS3021* NAVD 88     -                                                        
 CS3021  ___________________________________________________________________
 CS3021  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 CS3021  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CS3021
 CS3021  HORZ ORDER  -  THIRD
 CS3021
 CS3021.The horizontal coordinates were established by classical geodetic methods
 CS3021.and adjusted by the National Geodetic Survey in February 1996..
 CS3021
 CS3021
 CS3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3021
 CS3021.The geoid height was determined by GEOID03.
 CS3021
 CS3021;                    North         East     Units Scale Factor Converg.
 CS3021;SPC TXNC     - 2,123,520.062   700,593.288   MT  0.99988413   +0 35 08.4
 CS3021;SPC TXNC     - 6,966,915.40  2,298,529.81   sFT  0.99988413   +0 35 08.4
 CS3021;UTM  14      - 3,627,542.979   647,399.810   MT  0.99986790   +0 51 07.8
 CS3021
 CS3021                          SUPERSEDED SURVEY CONTROL
 CS3021
 CS3021  NAD 83(1993)-  32 46 33.34792(N)    097 25 34.15918(W) AD(       ) 4
 CS3021  NAD 83(1986)-  32 46 33.34825(N)    097 25 34.15922(W) AD(       ) 4
 CS3021  NAD 27      -  32 46 32.88476(N)    097 25 33.08766(W) AD(       ) 3
 CS3021
 CS3021.Superseded values are not recommended for survey control.
 CS3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3021.See file dsdata.txt to determine how the superseded data were derived.
 CS3021
 CS3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4740027543(NAD 83)
 CS3021_MARKER: 53 = ELEVATED TANK
 CS3021
 CS3021  HISTORY     - Date     Condition        Report By
 CS3021  HISTORY     - 1953     FIRST OBSERVED   CGS
 CS3021  HISTORY     - 1967     GOOD             CGS
 CS3021  HISTORY     - 19910502 GOOD             USPSQD
 CS3021  HISTORY     - 19960921 GOOD             USPSQD
 CS3021
 CS3021                          STATION DESCRIPTION
 CS3021
 CS3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3021'STATION IS THE BASE WATER TANK IN THE TRIANGLE FORMED BY 3RD,
 CS3021'2ND, AND D STREETS NEAR THE N PART OF THE BASE, AND AT THE SITE
 CS3021'OF THE RADIO SHACK.  AN OBSTRUCTION PAINTED TANK, RED AND
 CS3021'WHITE CHECKERED, ABOUT 130 FT. HIGH, AND SUPPORTED ON EIGHT
 CS3021'LEGS.  THE POINT OBSERVED WAS THE LIGHT AT THE APEX OF THE TANK.
 CS3021
 CS3021                          STATION RECOVERY (1967)
 CS3021
 CS3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3021'THE STATION WAS RECOVERED AS DESCRIBED FOR THE LOCATION AND IN
 CS3021'GOOD CONDITION.  THE DESCRIPTION SHOULD BE ALTERED AS FOLLOWS--
 CS3021'THE TANK SUPPORTS THE ROTATING GREEN BEACON LIGHT.  THE
 CS3021'BODY OF THE TANK AND STRUCTURE IS PAINTED WHITE AND ROOF A PALE
 CS3021'GREEN COLOR.  THE POINT INTERSECTED WAS THE BEACON LIGHT AT
 CS3021'APEX OF THE WATER TANK.
 CS3021'
 CS3021'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT
 CS3021'WORTH
 CS3021
 CS3021                          STATION RECOVERY (1991)
 CS3021
 CS3021'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS3021'RECOVERED IN GOOD CONDITION.
 CS3021
 CS3021                          STATION RECOVERY (1996)
 CS3021
 CS3021'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3024 ***********************************************************************
 CS3024  DESIGNATION -  CARSWELL USAF HOSP WATER TANK
 CS3024  PID         -  CS3024
 CS3024  STATE/COUNTY-  TX/TARRANT
 CS3024  USGS QUAD   -  LAKE WORTH (1982)
 CS3024
 CS3024                         *CURRENT SURVEY CONTROL
 CS3024  ___________________________________________________________________
 CS3024* NAD 83(1993)-  32 47 06.17551(N)    097 25 09.44781(W)     ADJUSTED  
 CS3024* NAVD 88     -                                                        
 CS3024  ___________________________________________________________________
 CS3024  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 CS3024  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CS3024
 CS3024  HORZ ORDER  -  THIRD
 CS3024
 CS3024.The horizontal coordinates were established by classical geodetic methods
 CS3024.and adjusted by the National Geodetic Survey in February 1996..
 CS3024
 CS3024
 CS3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3024
 CS3024.The geoid height was determined by GEOID03.
 CS3024
 CS3024;                    North         East     Units Scale Factor Converg.
 CS3024;SPC TXNC     - 2,124,537.862   701,226.318   MT  0.99988338   +0 35 21.9
 CS3024;SPC TXNC     - 6,970,254.64  2,300,606.68   sFT  0.99988338   +0 35 21.9
 CS3024;UTM  14      - 3,628,563.698   648,028.088   MT  0.99987019   +0 51 21.9
 CS3024
 CS3024                          SUPERSEDED SURVEY CONTROL
 CS3024
 CS3024  NAD 83(1993)-  32 47 06.17867(N)    097 25 09.43122(W) AD(       ) 4
 CS3024  NAD 83(1986)-  32 47 06.17890(N)    097 25 09.43118(W) AD(       ) 4
 CS3024  NAD 27      -  32 47 05.71209(N)    097 25 08.36729(W) AD(       ) 3
 CS3024
 CS3024.Superseded values are not recommended for survey control.
 CS3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3024.See file dsdata.txt to determine how the superseded data were derived.
 CS3024
 CS3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4802828564(NAD 83)
 CS3024_MARKER: 53 = ELEVATED TANK
 CS3024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3024+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS3024
 CS3024  HISTORY     - Date     Condition        Report By
 CS3024  HISTORY     - 1967     FIRST OBSERVED   CGS
 CS3024  HISTORY     - 19910502 GOOD             USPSQD
 CS3024  HISTORY     - 19960921 GOOD             USPSQD
 CS3024  HISTORY     - 20041023 GOOD             USPSQD
 CS3024
 CS3024                          STATION DESCRIPTION
 CS3024
 CS3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3024'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF CARSWELL
 CS3024'AIR FORCE BASE, AT THE NORTHEAST ENTRANCE.  ALONG THE WEST
 CS3024'SIDE OF MEANDERING ROAD, ABOUT 500 YARDS WEST OF THE U.S.
 CS3024'AIR FORCE HOSPITAL.  TANK IS ELEVATED ON A 6-LEGGED STEEL
 CS3024'STRUCTURE, PAINTED SILVER, AND ABOUT 125 FEET IN HEIGHT
 CS3024'OVERALL.  THE APEX OF TANK WAS POINT INTERSECTED.
 CS3024
 CS3024                          STATION RECOVERY (1991)
 CS3024
 CS3024'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS3024'RECOVERED IN GOOD CONDITION.
 CS3024
 CS3024                          STATION RECOVERY (1996)
 CS3024
 CS3024'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3024'RECOVERED IN GOOD CONDITION.
 CS3024
 CS3024                          STATION RECOVERY (2004)
 CS3024
 CS3024'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS3024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0657 ***********************************************************************
 AZ0657  DESIGNATION -  CARTA ET
 AZ0657  PID         -  AZ0657
 AZ0657  STATE/COUNTY-  TX/EDWARDS
 AZ0657  USGS QUAD   -  CARTA VALLEY (1978)
 AZ0657
 AZ0657                         *CURRENT SURVEY CONTROL
 AZ0657  ___________________________________________________________________
 AZ0657* NAD 83(1993)-  29 47 54.71155(N)    100 40 58.43081(W)     ADJUSTED  
 AZ0657* NAVD 88     -       585.3    (meters)    1920.     (feet)  VERTCON   
 AZ0657  ___________________________________________________________________
 AZ0657  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AZ0657  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 AZ0657
 AZ0657  HORZ ORDER  -  SECOND
 AZ0657
 AZ0657.The horizontal coordinates were established by classical geodetic methods
 AZ0657.and adjusted by the National Geodetic Survey in February 1996..
 AZ0657
 AZ0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0657
 AZ0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0657
 AZ0657.The geoid height was determined by GEOID03.
 AZ0657
 AZ0657;                    North         East     Units Scale Factor Converg.
 AZ0657;SPC TXSC     - 4,218,968.486   437,319.058   MT  0.99989587   -0 49 28.1
 AZ0657;SPC TXSC     -13,841,732.44  1,434,770.94   sFT  0.99989587   -0 49 28.1
 AZ0657;UTM  14      - 3,297,648.575   337,349.659   MT  0.99992641   -0 50 11.4
 AZ0657
 AZ0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0657!SPC TXSC     -   0.99991162  x   0.99989587  =   0.99980750
 AZ0657!UTM  14      -   0.99991162  x   0.99992641  =   0.99983804
 AZ0657
 AZ0657|---------------------------------------------------------------------|
 AZ0657| PID    Reference Object                     Distance      Geod. Az  |
 AZ0657|                                                           dddmmss.s |
 AZ0657| CV4481 CARTA ET RM 1                        16.983 METERS 10652     |
 AZ0657| AZ0663 BLACK ET                            APPROX. 7.3 KM 1524716.1 |
 AZ0657| CV4482 CARTA ET RM 2                        19.032 METERS 19833     |
 AZ0657|---------------------------------------------------------------------|
 AZ0657
 AZ0657                          SUPERSEDED SURVEY CONTROL
 AZ0657
 AZ0657  NAD 83(1986)-  29 47 54.70479(N)    100 40 58.41659(W) AD(       ) 2
 AZ0657  NAD 27      -  29 47 53.93041(N)    100 40 57.08230(W) AD(       ) 2
 AZ0657  NGVD 29 (07/19/86)  585.2    (m)         1920.     (f) VERT ANG       
 AZ0657
 AZ0657.Superseded values are not recommended for survey control.
 AZ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0657.See file dsdata.txt to determine how the superseded data were derived.
 AZ0657
 AZ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT3735097649(NAD 83)
 AZ0657_MARKER: DD = SURVEY DISK
 AZ0657_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0657_SP_SET: PARTIALLY EXPOSED BEDROCK
 AZ0657
 AZ0657  HISTORY     - Date     Condition        Report By
 AZ0657  HISTORY     - 1971     MONUMENTED       USGS
 AZ0657
 AZ0657                          STATION DESCRIPTION
 AZ0657
 AZ0657'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0657'THE STATION IS LOCATED NORTH 50 DEGREES WEST, ABOUT 0.5 MILES
 AZ0657'AIRLINE DISTANCE FROM CARTA VALLEY, TEXAS, ON THE HIGH POINT AT
 AZ0657'SOUTHWEST END OF A DOUBLE-TOPPED HILL, ON LAND OWNED BY YORK
 AZ0657'NEWMAN, CARTA VALLEY, TEXAS.
 AZ0657'
 AZ0657'TO REACH FROM CARTA VALLEY, TEXAS, GO 0.3 MILES NORTH-NORTHWEST
 AZ0657'ON GRAVEL ROAD TO TRACK ROAD LEFT, LEAVE ROAD AND GO 0.3 MILES WEST
 AZ0657'ACROSS COUNTRY TO STATION SITE.  10 FEET EAST OF A USGS WITNESS
 AZ0657'SIGN MOUNTED ON A METAL POST.
 AZ0657'
 AZ0657'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS, SET IN
 AZ0657'LARGE FLAT BEDROCK, FLUSH WITH THE GROUND.
 AZ0657'
 AZ0657'STATION MARK--TABLET STAMPED, CARTA ET 1971.
 AZ0657'
 AZ0657'REFERENCE MARK NO. 1--TABLET STAMPED, CARTA ET 1971-NO. 1.
 AZ0657'
 AZ0657'REFERENCE MARK NO. 2--TABLET STAMPED, CARTA ET 1971-NO. 2.
 AZ0657'
 AZ0657'STATION BLACK ET 1971, IS VISIBLE FROM THE GROUND AT THIS STATION,
 AZ0657'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS MADE FROM A
 AZ0657'STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2714 ***********************************************************************
 BY2714  DESIGNATION -  CARTER
 BY2714  PID         -  BY2714
 BY2714  STATE/COUNTY-  TX/CHEROKEE
 BY2714  USGS QUAD   -  ALTO (1973)
 BY2714
 BY2714                         *CURRENT SURVEY CONTROL
 BY2714  ___________________________________________________________________
 BY2714* NAD 83(1993)-  31 44 11.74234(N)    095 02 49.55493(W)     ADJUSTED  
 BY2714* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 BY2714  ___________________________________________________________________
 BY2714  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BY2714  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY2714
 BY2714  HORZ ORDER  -  SECOND
 BY2714
 BY2714.The horizontal coordinates were established by classical geodetic methods
 BY2714.and adjusted by the National Geodetic Survey in February 1996..
 BY2714
 BY2714.The orthometric height was scaled from a topographic map.
 BY2714
 BY2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2714
 BY2714.The geoid height was determined by GEOID03.
 BY2714
 BY2714;                    North         East     Units Scale Factor Converg.
 BY2714;SPC TX C     - 3,241,369.434 1,200,729.069   MT  0.99996388   +2 43 21.8
 BY2714;SPC TX C     -10,634,392.88  3,939,391.95   sFT  0.99996388   +2 43 21.8
 BY2714;SPC TXNC     - 2,013,132.425   927,189.576   MT  1.00013348   +1 52 59.5
 BY2714;SPC TXNC     - 6,604,751.96  3,041,954.47   sFT  1.00013348   +1 52 59.5
 BY2714;UTM  15      - 3,513,062.659   306,071.291   MT  1.00006385   -1 04 37.7
 BY2714
 BY2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2714!SPC TX C     -   0.99997327  x   0.99996388  =   0.99993715
 BY2714!SPC TXNC     -   0.99997327  x   1.00013348  =   1.00010674
 BY2714!UTM  15      -   0.99997327  x   1.00006385  =   1.00003711
 BY2714
 BY2714|---------------------------------------------------------------------|
 BY2714| PID    Reference Object                     Distance      Geod. Az  |
 BY2714|                                                           dddmmss.s |
 BY2714| CV8217 CARTER RM 1                          37.326 METERS 05306     |
 BY2714| CV8216 CARTER AZ MK                                       2685456.7 |
 BY2714| CV8218 CARTER RM 2                          46.738 METERS 32638     |
 BY2714|---------------------------------------------------------------------|
 BY2714
 BY2714                          SUPERSEDED SURVEY CONTROL
 BY2714
 BY2714  NAD 83(1986)-  31 44 11.75290(N)    095 02 49.54110(W) AD(       ) 2
 BY2714  NAD 27      -  31 44 11.11800(N)    095 02 48.75500(W) AD(       ) 2
 BY2714
 BY2714.Superseded values are not recommended for survey control.
 BY2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2714.See file dsdata.txt to determine how the superseded data were derived.
 BY2714
 BY2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR0607113063(NAD 83)
 BY2714_MARKER: DS = TRIANGULATION STATION DISK
 BY2714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2714
 BY2714  HISTORY     - Date     Condition        Report By
 BY2714  HISTORY     - 1948     MONUMENTED       CGS
 BY2714  HISTORY     - 1975     GOOD             TXHD
 BY2714  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 BY2714  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2714
 BY2714                          STATION DESCRIPTION
 BY2714
 BY2714'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2714'THE STATION IS LOCATED ON THE CREST OF A NORTH-SOUTH SANDY
 BY2714'RIDGE WITH TIMBER ON ITS EASTERN SLOPE.  IT IS ABOUT 12 MILES
 BY2714'SOUTHWEST OF CUSHING, 7.0 MILES SOUTHEAST OF RUSK, 6.0 MILES
 BY2714'NORTH-NORTHEAST OF ALTO, 0.25 MILE EAST OF A FARMHOUSE, 155
 BY2714'FEET SOUTH-SOUTHEAST OF A POWERLINE POLE, AND 106 FEET WEST
 BY2714'OF A WIRE FENCE.  IT IS 9 INCHES BELOW THE SURFACE OF THE
 BY2714'GROUND AND IS STAMPED CARTER 1948.
 BY2714'
 BY2714'REFERENCE MARK NO. 1 IS 5.0 FEET SOUTH OF A LONE PINE TREE
 BY2714'AND 1.0 FOOT WEST OF A WIRE FENCE.  IT IS ON THE WEST SLOPE
 BY2714'OF THE RIDGE AND IS ABOUT 4 FEET BELOW THE ELEVATION OF THE
 BY2714'STATION.  IT PROJECTS 6 INCHES AND IS STAMPED CARTER NO 1 1948.
 BY2714'
 BY2714'REFERENCE MARK NO. 2 IS 1.0 FOOT SOUTH OF A POWERLINE POLE
 BY2714'AND IS ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.  IT
 BY2714'PROJECTS 4 INCHES AND IS STAMPED CARTER NO 2 1948.
 BY2714'
 BY2714'AZIMUTH MARK IS 120 FEET SOUTH OF A FARMHOUSE, 11.0 FEET
 BY2714'EAST OF THE CENTER OF A SANDY ROAD, AND 2.0 FEET SOUTHEAST
 BY2714'OF A WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED CARTER
 BY2714'1948.
 BY2714'
 BY2714'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 BY2714'NO. 69 AND STATE HIGHWAY NO. 21, AT THE EAST EDGE OF THE
 BY2714'BUSINESS DISTRICT IN ALTO, GO NORTH ON U.S. HIGHWAY NO. 69
 BY2714'FOR 0.55 MILE TO A Y-INTERSECTION, TURN RIGHT ONTO A GRADED
 BY2714'ROAD AND GO 0.35 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO
 BY2714'0.5 MILE TO A POINT WHERE THE ROAD CURVES TO THE LEFT, AFTER
 BY2714'CROSSING A WOODEN BRIDGE.  TURN LEFT AND FOLLOW MAIN TRAVELED
 BY2714'ROAD NORTH FOR 2.85 MILES TO A CROSSROAD, CONTINUE STRAIGHT
 BY2714'AHEAD FOR 0.75 MILE TO A CROSSROAD AT A SCHOOL HOUSE, TURN
 BY2714'LEFT AND GO 1.5 MILES TO A Y-INTERSECTION, TAKE LEFT FORK
 BY2714'AND GO 0.55 MILE TO A ROAD LEFT.  TURN LEFT AND FOLLOW
 BY2714'GRADED ROAD FOR 0.6 MILE TO A T-ROAD RIGHT, TURN RIGHT AND
 BY2714'GO UP STEEP GRADE FOR 0.2 MILE TO A FARMHOUSE.  AZIMUTH
 BY2714'MARK IS ON THE RIGHT AS DESCRIBED.  TURN RIGHT AT THE HOUSE
 BY2714'AND GO EAST ALONG THE SOUTH SIDE OF A BARN AND THEN
 BY2714'CONTINUE EAST ALONG THE NORTH SIDE OF A FENCE FOR 0.15
 BY2714'MILE TO A FENCE CORNER AND A WIRE GATE, PASS THROUGH
 BY2714'WIRE GATE AND GO SOUTHEAST ACROSS SANDY FIELD FOR 0.1
 BY2714'MILE TO THE STATION AS DESCRIBED.
 BY2714'
 BY2714'A 47 FOOT SIGNAL AT BEARD IS VISIBLE AT 37 FEET.
 BY2714'
 BY2714'A 110 FOOT SIGNAL AT CUSHING 1919 IS VISIBLE AT 37 FEET.
 BY2714'
 BY2714'A 74 FOOT SIGNAL AT LILBERT IS VISIBLE AT 37 FEET.
 BY2714'
 BY2714'AN 87 FOOT SIGNAL AT ALTO IS VISIBLE AT 37 FEET.
 BY2714'
 BY2714'A 4 FOOT SIGNAL AT REDLAWN IS VISIBLE AT 37 FEET.
 BY2714'
 BY2714'A 100 FOOT SIGNAL AT CROCKETT IS VISIBLE AT 37 FEET.
 BY2714'
 BY2714'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 BY2714
 BY2714                          STATION RECOVERY (1975)
 BY2714
 BY2714'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (CLJ)
 BY2714'CARTER 1948 RECOVERED GOOD.
 BY2714'
 BY2714'AZIMUTH MARK RECOVERED GOOD.
 BY2714'
 BY2714'RMS NO. 1 AND NO. 2 RECOVERED GOOD.
 BY2714'
 BY2714'GRAVEL ROAD LEADING TO FARMHOUSE HAS BEEN RELOCATED.  THERE IS A
 BY2714'TELEPHONE LINE INTERSECTING THE MAIN ROAD WHERE THE ROAD TO THE
 BY2714'HOUSE USED TO BE.  DRIVE ANOTHER 2 MILE TO ROAD LEADING TO
 BY2714'FARMHOUSE ON RIGHT.
 BY2714'
 BY2714'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES N.N.E. OF ALTO.
 BY2714
 BY2714                          STATION RECOVERY (1991)
 BY2714
 BY2714'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 BY2714'MARK NOT FOUND.
 BY2714
 BY2714                          STATION RECOVERY (1996)
 BY2714
 BY2714'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1090 ***********************************************************************
 CR1090  DESIGNATION -  CARTER
 CR1090  PID         -  CR1090
 CR1090  STATE/COUNTY-  TX/MARION
 CR1090  USGS QUAD   -  JEFFERSON (1962)
 CR1090
 CR1090                         *CURRENT SURVEY CONTROL
 CR1090  ___________________________________________________________________
 CR1090* NAD 83(1993)-  32 47 32.84127(N)    094 15 24.26931(W)     ADJUSTED  
 CR1090* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 CR1090  ___________________________________________________________________
 CR1090  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CR1090  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR1090
 CR1090  HORZ ORDER  -  SECOND
 CR1090
 CR1090.The horizontal coordinates were established by classical geodetic methods
 CR1090.and adjusted by the National Geodetic Survey in February 1996..
 CR1090
 CR1090.The orthometric height was scaled from a topographic map.
 CR1090
 CR1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1090
 CR1090.The geoid height was determined by GEOID03.
 CR1090
 CR1090;                    North         East     Units Scale Factor Converg.
 CR1090;SPC TXNC     - 2,132,863.720   997,317.323   MT  0.99988279   +2 18 51.3
 CR1090;SPC TXNC     - 6,997,570.39  3,272,031.92   sFT  0.99988279   +2 18 51.3
 CR1090;UTM  15      - 3,628,978.015   382,322.424   MT  0.99977075   -0 40 50.6
 CR1090
 CR1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1090!SPC TXNC     -   0.99998626  x   0.99988279  =   0.99986905
 CR1090!UTM  15      -   0.99998626  x   0.99977075  =   0.99975701
 CR1090
 CR1090|---------------------------------------------------------------------|
 CR1090| PID    Reference Object                     Distance      Geod. Az  |
 CR1090|                                                           dddmmss.s |
 CR1090| CX5548 CARTER RM 1                          37.719 METERS 15120     |
 CR1090| CX5549 CARTER RM 2                          45.434 METERS 22901     |
 CR1090| CX5547 CARTER AZ MK                                       2423428.9 |
 CR1090|---------------------------------------------------------------------|
 CR1090
 CR1090                          SUPERSEDED SURVEY CONTROL
 CR1090
 CR1090  NAD 83(1993)-  32 47 32.84801(N)    094 15 24.25965(W) AD(       ) 2
 CR1090  NAD 83(1986)-  32 47 32.84836(N)    094 15 24.25823(W) AD(       ) 2
 CR1090  NAD 27      -  32 47 32.34470(N)    094 15 23.58060(W) AD(       ) 2
 CR1090
 CR1090.Superseded values are not recommended for survey control.
 CR1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1090.See file dsdata.txt to determine how the superseded data were derived.
 CR1090
 CR1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8232228978(NAD 83)
 CR1090_MARKER: DS = TRIANGULATION STATION DISK
 CR1090_SETTING: 0 = UNSPECIFIED SETTING
 CR1090
 CR1090  HISTORY     - Date     Condition        Report By
 CR1090  HISTORY     - 1958     MONUMENTED       CGS
 CR1090  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR1090
 CR1090                          STATION DESCRIPTION
 CR1090
 CR1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1090'THE STATION IS LOCATED ON THE SOUTHWEST END AT THE HIGHEST
 CR1090'POINT OF A PROMINENT RIDGE THAT IS CLEARED ON TOP AND HAS
 CR1090'BEEN UNDER CULTIVATION, ABOUT 6.0 MILES NORTHEAST OF JEFFERSON,
 CR1090'ABOUT 6.0 MILES SOUTH OF THE CASS-MARION COUNTY LINE, ABOUT
 CR1090'150 YARDS NORTH OF MR. CARTER HOUSE AND 148 FEET NORTHEAST
 CR1090'OF A WIRE FENCE CORNER POST.  THE MARK IS A STANDARD DISK
 CR1090'BRAZED TO THE TOP OF A 2-INCH IRON PIPE, PROJECTS 7 INCHES
 CR1090'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CARTER 1958.
 CR1090'
 CR1090'REFERENCE MARK NO. 1 IS SET ON THE NORTH EDGE OF A TREE LINE
 CR1090'AND IS ABOUT 6 FEET LOWER THAN THE STATION LEVEL.  THE MARK
 CR1090'IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE,
 CR1090'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1090'CARTER NO 1 1958.
 CR1090'
 CR1090'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHEAST OF A WIRE FENCE
 CR1090'CORNER POST AND IS ABOUT 5 FEET LOWER THAN THE STATION LEVEL.
 CR1090'THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 CR1090'IRON PIPE, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1090'AND IS STAMPED CARTER NO 2 1958.
 CR1090'
 CR1090'AZIMUTH MARK IS 54 FEET SOUTH OF STATE ROAD NO. 49, 6 FEET
 CR1090'NORTH OF A WIRE FENCE AND 2 FEET NORTH OF A POWERLINE POLE.
 CR1090'THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1090'AND IS STAMPED CARTER 1958.
 CR1090'
 CR1090'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 CR1090'59 AND STATE ROAD NO. 49 IN THE NORTHEAST EDGE OF JEFFERSON,
 CR1090'GO EASTERLY ON STATE ROAD NO. 49 FOR 6.9 MILES TO THE AZIMUTH
 CR1090'MARK ON THE RIGHT AS DESCRIBED, CONTINUE EASTERLY ON STATE
 CR1090'ROAD NO. 49 FOR 0.15 MILE TO A DRIVEWAY ON THE LEFT AND MR.
 CR1090'O.G. CARTER HOUSE, TURN LEFT AND GO ABOUT 50 YARDS TO THE
 CR1090'END OF TRUCK TRAVEL, FROM HERE PACK NORTHERLY FOR ABOUT 150
 CR1090'YARDS TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 CR1090'
 CR1090'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 CR1090
 CR1090                          STATION RECOVERY (2003)
 CR1090
 CR1090'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1476 ***********************************************************************
 DN1476  DESIGNATION -  CARTER LAKE
 DN1476  PID         -  DN1476
 DN1476  STATE/COUNTY-  TX/MONTAGUE
 DN1476  USGS QUAD   -  SUNSET (1978)
 DN1476
 DN1476                         *CURRENT SURVEY CONTROL
 DN1476  ___________________________________________________________________
 DN1476* NAD 83(1993)-  33 27 56.23498(N)    097 51 37.40803(W)     ADJUSTED  
 DN1476* NAVD 88     -       303.31   (+/-2cm)     995.1    (feet)  VERTCON   
 DN1476  ___________________________________________________________________
 DN1476  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DN1476  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DN1476
 DN1476  HORZ ORDER  -  THIRD
 DN1476  VERT ORDER  -  THIRD ? (See Below)
 DN1476
 DN1476.The horizontal coordinates were established by classical geodetic methods
 DN1476.and adjusted by the National Geodetic Survey in February 1996..
 DN1476
 DN1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1476.The vertical order pertains to the NGVD 29 superseded value.
 DN1476
 DN1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1476
 DN1476.The geoid height was determined by GEOID03.
 DN1476
 DN1476;                    North         East     Units Scale Factor Converg.
 DN1476;SPC TXNC     - 2,199,669.061   659,451.174   MT  0.99989864   +0 20 55.8
 DN1476;SPC TXNC     - 7,216,747.58  2,163,549.39   sFT  0.99989864   +0 20 55.8
 DN1476;UTM  14      - 3,703,488.436   605,897.581   MT  0.99973826   +0 37 42.5
 DN1476
 DN1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1476!SPC TXNC     -   0.99995662  x   0.99989864  =   0.99985527
 DN1476!UTM  14      -   0.99995662  x   0.99973826  =   0.99969489
 DN1476
 DN1476                          SUPERSEDED SURVEY CONTROL
 DN1476
 DN1476  NAD 83(1993)-  33 27 56.23687(N)    097 51 37.40549(W) AD(       ) 3
 DN1476  NAD 83(1986)-  33 27 56.23859(N)    097 51 37.39428(W) AD(       ) 3
 DN1476  NGVD 29 (07/26/91)  303.31   (m)          995.1    (f) LEVELING    3  
 DN1476
 DN1476.Superseded values are not recommended for survey control.
 DN1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1476.See file dsdata.txt to determine how the superseded data were derived.
 DN1476
 DN1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0589803488(NAD 83)
 DN1476_MARKER: DS = TRIANGULATION STATION DISK
 DN1476_SETTING: 0 = UNSPECIFIED SETTING
 DN1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1476
 DN1476  HISTORY     - Date     Condition        Report By
 DN1476  HISTORY     - 1958     MONUMENTED       USGS
 DN1476  HISTORY     - 19961130 MARK NOT FOUND   USPSQD
 DN1476
 DN1476                          STATION DESCRIPTION
 DN1476
 DN1476'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1476'STATION IS LOCATED ABOUT 7.0 MI. S. OF BOWIE, TEXAS, MONTAGUE COUNTY,
 DN1476'AT THE S. END OF CARTER LAKE ON A BARE TOP BETWEEN THE DAM TO THE W.
 DN1476'AND THE SPILLWAY TO THE E.
 DN1476'
 DN1476'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST, STAMPED---
 DN1476'---CARTER LAKE 1958---.
 DN1476'
 DN1476'REFERENCE MARKS--NONE.
 DN1476
 DN1476                          STATION RECOVERY (1996)
 DN1476
 DN1476'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN1476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7995 ***********************************************************************
 DE7995  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE7995  DESIGNATION -  CARTERBURGESS COOP CORS ARP
 DE7995  CORS_ID     -  HOT1
 DE7995  PID         -  DE7995
 DE7995  STATE/COUNTY-  TX/TRAVIS
 DE7995  USGS QUAD   -  AUSTIN WEST (1988)
 DE7995
 DE7995                         *CURRENT SURVEY CONTROL
 DE7995  ___________________________________________________________________
 DE7995* NAD 83(CORS)-  30 16 08.94087(N)    097 47 13.44000(W)     ADJUSTED  
 DE7995* NAVD 88     -                                                        
 DE7995  ___________________________________________________________________
 DE7995  EPOCH DATE  -        2002.00
 DE7995  X           -    -747,025.160 (meters)                     COMP
 DE7995  Y           -  -5,462,586.885 (meters)                     COMP
 DE7995  Z           -   3,196,266.269 (meters)                     COMP
 DE7995  ELLIP HEIGHT-         175.45  (meters)          (09/??/02) GPS OBS
 DE7995  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DE7995
 DE7995  HORZ ORDER  -  SPECIAL (CORS)
 DE7995  ELLP ORDER  -  SPECIAL (CORS)
 DE7995
 DE7995.ITRF positions are available for this station.
 DE7995.The coordinates were established by GPS observations
 DE7995.and adjusted by the National Geodetic Survey in September 2002..
 DE7995.The coordinates are valid at the epoch date displayed above.
 DE7995.The epoch date for horizontal control is a decimal equivalence
 DE7995.of Year/Month/Day.
 DE7995
 DE7995
 DE7995.The PID for the CORS L1 Phase Center is DG4629.
 DE7995
 DE7995.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE7995
 DE7995.The ellipsoidal height was determined by GPS observations
 DE7995.and is referenced to NAD 83.
 DE7995
 DE7995.The geoid height was determined by GEOID03.
 DE7995
 DE7995;                    North         East     Units Scale Factor Converg.
 DE7995;SPC TX C     - 3,069,593.541   944,983.614   MT  0.99996279   +1 18 41.3
 DE7995;SPC TX C     -10,070,824.81  3,100,333.74   sFT  0.99996279   +1 18 41.3
 DE7995
 DE7995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7995!SPC TX C     -   0.99997245  x   0.99996279  =   0.99993524
 DE7995
 DE7995                          SUPERSEDED SURVEY CONTROL
 DE7995
 DE7995.No superseded survey control is available for this station.
 DE7995
 DE7995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1667249233(NAD 83)
 DE7995_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE7995
 DE7995                          STATION DESCRIPTION
 DE7995
 DE7995'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE7995'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE7995'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE7995'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE7995'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE7995'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4629 ***********************************************************************
 DG4629  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4629  DESIGNATION -  CARTERBURGESS COOP CORS L1 PHASE CENTER
 DG4629  CORS_ID     -  HOT1
 DG4629  PID         -  DG4629
 DG4629  STATE/COUNTY-  TX/TRAVIS
 DG4629  USGS QUAD   -  AUSTIN WEST (1988)
 DG4629
 DG4629                         *CURRENT SURVEY CONTROL
 DG4629  ___________________________________________________________________
 DG4629* NAD 83(CORS)-  30 16 08.94095(N)    097 47 13.43995(W)     ADJUSTED  
 DG4629* NAVD 88     -                                                        
 DG4629  ___________________________________________________________________
 DG4629  EPOCH DATE  -        2002.00
 DG4629  X           -    -747,025.171 (meters)                     COMP
 DG4629  Y           -  -5,462,586.978 (meters)                     COMP
 DG4629  Z           -   3,196,266.326 (meters)                     COMP
 DG4629  ELLIP HEIGHT-         175.56  (meters)          (09/??/02) GPS OBS
 DG4629  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 DG4629
 DG4629  HORZ ORDER  -  SPECIAL (CORS)
 DG4629  ELLP ORDER  -  SPECIAL (CORS)
 DG4629
 DG4629.ITRF positions are available for this station.
 DG4629.The coordinates were established by GPS observations
 DG4629.and adjusted by the National Geodetic Survey in September 2002..
 DG4629.The coordinates are valid at the epoch date displayed above.
 DG4629.The epoch date for horizontal control is a decimal equivalence
 DG4629.of Year/Month/Day.
 DG4629
 DG4629
 DG4629.The PID for the CORS ARP is DE7995.
 DG4629
 DG4629.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4629
 DG4629.The ellipsoidal height was determined by GPS observations
 DG4629.and is referenced to NAD 83.
 DG4629
 DG4629.The geoid height was determined by GEOID03.
 DG4629
 DG4629;                    North         East     Units Scale Factor Converg.
 DG4629;SPC TX C     - 3,069,593.543   944,983.615   MT  0.99996279   +1 18 41.3
 DG4629;SPC TX C     -10,070,824.82  3,100,333.74   sFT  0.99996279   +1 18 41.3
 DG4629
 DG4629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4629!SPC TX C     -   0.99997243  x   0.99996279  =   0.99993522
 DG4629
 DG4629                          SUPERSEDED SURVEY CONTROL
 DG4629
 DG4629.No superseded survey control is available for this station.
 DG4629
 DG4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1667249233(NAD 83)
 DG4629_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4629
 DG4629                          STATION DESCRIPTION
 DG4629
 DG4629'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4629'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4629'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4629'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4629'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4629'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1258 ***********************************************************************
 DM1258  DESIGNATION -  CARTERVILLE
 DM1258  PID         -  DM1258
 DM1258  STATE/COUNTY-  TX/CASS
 DM1258  USGS QUAD   -  SARDIS (1965)
 DM1258
 DM1258                         *CURRENT SURVEY CONTROL
 DM1258  ___________________________________________________________________
 DM1258* NAD 83(1993)-  33 02 29.08076(N)    094 30 37.83340(W)     ADJUSTED  
 DM1258* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 DM1258  ___________________________________________________________________
 DM1258  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DM1258  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DM1258
 DM1258  HORZ ORDER  -  SECOND
 DM1258
 DM1258.The horizontal coordinates were established by classical geodetic methods
 DM1258.and adjusted by the National Geodetic Survey in February 1996..
 DM1258
 DM1258.The orthometric height was scaled from a topographic map.
 DM1258
 DM1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1258
 DM1258.The geoid height was determined by GEOID03.
 DM1258
 DM1258;                    North         East     Units Scale Factor Converg.
 DM1258;SPC TXNC     - 2,159,519.220   972,519.451   MT  0.99987264   +2 10 33.0
 DM1258;SPC TXNC     - 7,085,022.64  3,190,674.23   sFT  0.99987264   +2 10 33.0
 DM1258;UTM  15      - 3,656,891.699   358,953.795   MT  0.99984529   -0 49 25.4
 DM1258
 DM1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1258!SPC TXNC     -   0.99998097  x   0.99987264  =   0.99985361
 DM1258!UTM  15      -   0.99998097  x   0.99984529  =   0.99982626
 DM1258
 DM1258|---------------------------------------------------------------------|
 DM1258| PID    Reference Object                     Distance      Geod. Az  |
 DM1258|                                                           dddmmss.s |
 DM1258| CX5551 CARTERVILLE RM 1                     27.690 METERS 08301     |
 DM1258| DM1259 UNION HILL LOOKOUT TOWER             13.557 METERS 11424     |
 DM1258| CX5550 CARTERVILLE AZ MK                                  1582255.8 |
 DM1258| CX5552 CARTERVILLE RM 2                     24.017 METERS 16850     |
 DM1258|---------------------------------------------------------------------|
 DM1258
 DM1258                          SUPERSEDED SURVEY CONTROL
 DM1258
 DM1258  NAD 83(1993)-  33 02 29.08506(N)    094 30 37.82642(W) AD(       ) 2
 DM1258  NAD 83(1986)-  33 02 29.08539(N)    094 30 37.82256(W) AD(       ) 2
 DM1258  NAD 27      -  33 02 28.61990(N)    094 30 37.10660(W) AD(       ) 2
 DM1258
 DM1258.Superseded values are not recommended for survey control.
 DM1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1258.See file dsdata.txt to determine how the superseded data were derived.
 DM1258
 DM1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS5895456892(NAD 83)
 DM1258_MARKER: DS = TRIANGULATION STATION DISK
 DM1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1258
 DM1258  HISTORY     - Date     Condition        Report By
 DM1258  HISTORY     - 1958     MONUMENTED       CGS
 DM1258
 DM1258                          STATION DESCRIPTION
 DM1258
 DM1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1258'STATION IS LOCATED ON A PROMINENT WOODED DOME SHAPED HILL
 DM1258'WHICH IS ALSO OCCUPIED BY A TEXAS STATE FOREST LOOKOUT TOWER,
 DM1258'ABOUT 9 MILES WEST-NORTHWEST OF LINDEN AND ABOUT 3.0 MILES
 DM1258'SOUTHWEST OF THE SMALL SETTLEMENT OF CARTERVILLE.  IT IS
 DM1258'31 FEET NORTHWEST OF NORTH LEG OF THE LOOKOUT TOWER, 16
 DM1258'FEET SOUTHEAST OF A FENCE LINE AND 9 FEET NORTHWEST OF A
 DM1258'WHITE WITNESS POST.  THE MARK IS SETTING FLUSH WITH THE
 DM1258'SURFACE OF THE GROUND AND THE DISK IS STAMPED CARTERVILLE
 DM1258'1958.
 DM1258'
 DM1258'REFERENCE MARK NUMBER ONE IS 44 FEET EAST OF THE EAST LEG
 DM1258'OF THE LOOKOUT TOWER AND 1 FOOT WEST OF A FENCE LINE.  THE
 DM1258'MARK PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND
 DM1258'AND THE DISK IS STAMPED CARTERVILLE NO 1 1958.
 DM1258'
 DM1258'REFERENCE MARK NUMBER TWO IS 50 FEET SOUTHWEST OF SOUTH
 DM1258'LEG OF THE LOOKOUT TOWER AND 1 FOOT EAST OF A FENCE LINE.
 DM1258'THE MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 DM1258'GROUND AND THE DISK IS STAMPED CARTERVILLE NO 2 1958.
 DM1258'
 DM1258'AZIMUTH MARK IS 60 FEET EAST OF THE CENTER OF A DIRT ROAD,
 DM1258'1 FOOT WEST OF A FENCE LINE AND 1 FOOT NORTH OF A WHITE
 DM1258'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES ABOVE THE
 DM1258'SURFACE OF THE GROUND AND THE DISK IS STAMPED CARTERVILLE 1958.
 DM1258'
 DM1258'TO REACH THE STATION FROM THE STOP LIGHT IN LINDEN GO WEST
 DM1258'ON STATE HIGHWAY NO. 11 FOR 5.8 MILES TO A BRIDGE OVER FLAT
 DM1258'CREEK, CONTINUE ON HIGHWAY 11 FOR 1.25 MILES TO A SIDE ROAD
 DM1258'RIGHT, TURN RIGHT FOR 2.8 MILES TO A T ROAD, TURN LEFT FOR
 DM1258'0.2 MILE TO FORKS, TAKE LEFT FORK FOR 0.7 MILE TO THE AZIMUTH
 DM1258'MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON GRADED ROAD FOR
 DM1258'0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT FOR 0.25 MILE
 DM1258'TO A SIDE ROAD LEFT AND A LOCKED CABLE ACROSS THE ROAD, TURN
 DM1258'LEFT PASSING THROUGH LOCKED CABLE AND GO FOR 0.15 MILE TO
 DM1258'TOP OF HILL AND STATION AS DESCRIBED.
 DM1258'
 DM1258'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1124 ***********************************************************************
 CR1124  DESIGNATION -  CARTHAGE RAD STA KGAS MAST
 CR1124  PID         -  CR1124
 CR1124  STATE/COUNTY-  TX/PANOLA
 CR1124  USGS QUAD   -  CARTHAGE (1983)
 CR1124
 CR1124                         *CURRENT SURVEY CONTROL
 CR1124  ___________________________________________________________________
 CR1124* NAD 83(1993)-  32 09 17.70264(N)    094 19 13.30216(W)     ADJUSTED  
 CR1124* NAVD 88     -                                                        
 CR1124  ___________________________________________________________________
 CR1124  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 CR1124  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CR1124
 CR1124  HORZ ORDER  -  THIRD
 CR1124
 CR1124.The horizontal coordinates were established by classical geodetic methods
 CR1124.and adjusted by the National Geodetic Survey in February 1996..
 CR1124
 CR1124
 CR1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1124
 CR1124.The geoid height was determined by GEOID03.
 CR1124
 CR1124;                    North         East     Units Scale Factor Converg.
 CR1124;SPC TXNC     - 2,061,986.006   994,175.313   MT  0.99999409   +2 16 46.4
 CR1124;SPC TXNC     - 6,765,032.42  3,261,723.51   sFT  0.99999409   +2 16 46.4
 CR1124;UTM  15      - 3,558,370.944   375,490.115   MT  0.99979118   -0 42 10.1
 CR1124
 CR1124                          SUPERSEDED SURVEY CONTROL
 CR1124
 CR1124  NAD 83(1986)-  32 09 17.71178(N)    094 19 13.29259(W) AD(       ) 4
 CR1124  NAD 27      -  32 09 17.12800(N)    094 19 12.58400(W) AD(       ) 3
 CR1124
 CR1124.Superseded values are not recommended for survey control.
 CR1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1124.See file dsdata.txt to determine how the superseded data were derived.
 CR1124
 CR1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7549058371(NAD 83)
 CR1124_MARKER: 42 = RADIO/TV MAST
 CR1124
 CR1124  HISTORY     - Date     Condition        Report By
 CR1124  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1124  HISTORY     - 19980221 GOOD             USPSQD
 CR1124
 CR1124                          STATION DESCRIPTION
 CR1124
 CR1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1124'THE STATION IS LOCATED IN THE EAST EDGE OF CARTHAGE.  THE
 CR1124'MAST IS MOUNTED ON A CONCRETE PIER, COLORED RED AND WHITE
 CR1124'AND IS ABOUT 150 FEET IN HEIGHT.  THE RED LIGHT ON TOP WAS
 CR1124'THE POINT INTERSECTED.
 CR1124'
 CR1124'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 CR1124'59 AND U.S. HIGHWAY NO. 79 IN THE SOUTHEAST EDGE OF CARTHAGE,
 CR1124'GO EASTERLY ON U.S. HIGHWAY NO. 79 FOR 0.7 MILE TO A SIDE
 CR1124'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO A
 CR1124'T-ROAD, TURN LEFT AND GO EAST FOR 0.2 MILE TO THE STATION
 CR1124'ON THE RIGHT AS DESCRIBED.
 CR1124
 CR1124                          STATION RECOVERY (1998)
 CR1124
 CR1124'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1122 ***********************************************************************
 CR1122  DESIGNATION -  CARTHAGE RESET
 CR1122  PID         -  CR1122
 CR1122  STATE/COUNTY-  TX/PANOLA
 CR1122  USGS QUAD   -  CARTHAGE (1983)
 CR1122
 CR1122                         *CURRENT SURVEY CONTROL
 CR1122  ___________________________________________________________________
 CR1122* NAD 83(1993)-  32 08 30.39409(N)    094 20 25.93648(W)     ADJUSTED  
 CR1122* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 CR1122  ___________________________________________________________________
 CR1122  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 CR1122  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CR1122
 CR1122  HORZ ORDER  -  SECOND
 CR1122
 CR1122.The horizontal coordinates were established by classical geodetic methods
 CR1122.and adjusted by the National Geodetic Survey in February 1996..
 CR1122
 CR1122.The orthometric height was scaled from a topographic map.
 CR1122
 CR1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1122
 CR1122.The geoid height was determined by GEOID03.
 CR1122
 CR1122;                    North         East     Units Scale Factor Converg.
 CR1122;SPC TXNC     - 2,060,454.406   992,331.205   MT  0.99999767   +2 16 06.8
 CR1122;SPC TXNC     - 6,760,007.50  3,255,673.30   sFT  0.99999767   +2 16 06.8
 CR1122;UTM  15      - 3,556,937.644   373,569.212   MT  0.99979713   -0 42 47.8
 CR1122
 CR1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1122!SPC TXNC     -   0.99998889  x   0.99999767  =   0.99998656
 CR1122!UTM  15      -   0.99998889  x   0.99979713  =   0.99978603
 CR1122
 CR1122|---------------------------------------------------------------------|
 CR1122| PID    Reference Object                     Distance      Geod. Az  |
 CR1122|                                                           dddmmss.s |
 CR1122| CX5555 CARTHAGE RM 1                        20.300 METERS 17239     |
 CR1122| CX5553 CARTHAGE AZ MK                                     1880228.1 |
 CR1122| CX5554 CARTHAGE AZ MK 2                                   18847     |
 CR1122| CX5556 CARTHAGE RM 2                        22.979 METERS 27743     |
 CR1122|---------------------------------------------------------------------|
 CR1122
 CR1122                          SUPERSEDED SURVEY CONTROL
 CR1122
 CR1122  NAD 83(1986)-  32 08 30.40317(N)    094 20 25.92715(W) AD(       ) 2
 CR1122  NAD 27      -  32 08 29.81860(N)    094 20 25.21590(W) AD(       ) 2
 CR1122
 CR1122.Superseded values are not recommended for survey control.
 CR1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1122.See file dsdata.txt to determine how the superseded data were derived.
 CR1122
 CR1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7356956938(NAD 83)
 CR1122_MARKER: DS = TRIANGULATION STATION DISK
 CR1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1122_STAMPING: CARTHAGE 1958 1974
 CR1122_PROJECTION: FLUSH
 CR1122
 CR1122  HISTORY     - Date     Condition        Report By
 CR1122  HISTORY     - 1974     MONUMENTED       NGS
 CR1122
 CR1122                          STATION DESCRIPTION
 CR1122
 CR1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CR1122'THE STATION SURFACE AND SUB-SURFACE MARKS WERE FOUND TO HAVE BEEN
 CR1122'DESTROYED BY THE CONSTRUCTION OF A BURIED PIPE-LINE.  REFERENCE
 CR1122'MARKS 1 AND 2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 CR1122'GOOD CONDITION.
 CR1122'
 CR1122'THE STATION SURFACE AND SUB-SURFACE MARKS WERE RE-ESTABLISHED
 CR1122'FROM THE DISTANCE FROM THE REFERENCE MARKS.
 CR1122'
 CR1122'THE LINE OF SIGHT TO THE 1958 AZIMUTH MARK IS NOW OBSTRUCTED BY
 CR1122'TREES.
 CR1122'
 CR1122'A NEW AZIMUTH MARK WAS ESTABLISHED AND POLARIS WAS OBSERVED.
 CR1122'
 CR1122'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CR1122'
 CR1122'THE STATION IS LOCATED ABOUT 1-MILE SOUTH OF CARTHAGE, 0.1 MILE
 CR1122'NORTH OF A RAILROAD CROSSING AND ON THE EAST RIGHT-OF-WAY OF FARM
 CR1122'ROAD 10 (S. MARKET STREET).
 CR1122'
 CR1122'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE CITY SQUARE
 CR1122'IN CARTHAGE, GO WEST ON WEST SABINE STREET FOR 0.1 MILE TO THE
 CR1122'JUNCTION OF S. MARKET STREET (FARM ROAD 10), TURN LEFT AND GO SOUTH
 CR1122'ON S. MARKET STREET (FARM ROAD 10) FOR 1.0 MILE TO STATION ON THE
 CR1122'LEFT.  NOTE--THIS IS 0.1 MILE BEFORE REACHING RAILROAD CROSSING.
 CR1122'
 CR1122'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 CR1122'POST, THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 CR1122'CARTHAGE 1958 1974.  IT IS 180 FEET NORTH OF A HI-LINE POLE, 143
 CR1122'FEET NORTH OF A WARNING SIGN POST, OF BURIED PIPE-LINE, 33 FEET
 CR1122'EAST OF THE CENTER-LINE OF HIGHWAY AND 7 FEET WEST OF A METAL
 CR1122'WITNESS POST.
 CR1122'
 CR1122'SUB-SURFACE MARK IS ABOUT 30-INCHES BELOW THE SURFACE OF THE
 CR1122'GROUND, STANDARD DISK, SET IN CONCRETE AND STAMPED CARTHAGE 1958
 CR1122'1974.
 CR1122'
 CR1122'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 CR1122'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 CR1122'CARTHAGE NO 1 1958.  IT IS 114 FEET NORTH OF A HI-LINE POLE, 78
 CR1122'FEET NORTH OF A WARNING SIGN POST, OF BURIED PIPE-LINE, AND 41 FEET
 CR1122'EAST OF THE CENTER-LINE OF HIGHWAY.
 CR1122'
 CR1122'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CR1122'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 CR1122'CARTHAGE NO 2 1958.  IT IS 169 FEET NORTH OF THE NORTH END OF GATE,
 CR1122'41 FEET WEST OF THE CENTER-LINE OF HIGHWAY AND SET IN FENCE-LINE.
 CR1122'
 CR1122'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE, AT THE NORTH
 CR1122'END OF THE WEST HEADWALL OF CONCRETE CULVERT AND IS STAMPED
 CR1122'CARTHAGE 1958 1976.  26 FEET NORTH OF THE CENTER OF DRIVE-WAY,
 CR1122'18 FEET WEST OF THE CENTER-LINE OF HIGHWAY AND 1-FOOT SOUTH OF THE
 CR1122'NORTH END OF HEADWALL.
 CR1122'
 CR1122'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FARM ROAD
 CR1122'10 FOR 0.1 MILE TO RAILROAD CROSSING, CONTINUE SOUTH ON FARM ROAD
 CR1122'10 FOR 0.2 MILE TO CULVERT AND MARK ON THE RIGHT.
 CR1122'
 CR1122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CARTHAGE
 CR1122'1-MILE (S).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1123 ***********************************************************************
 CR1123  DESIGNATION -  CARTHAGE SW MUN TANK OF 2
 CR1123  PID         -  CR1123
 CR1123  STATE/COUNTY-  TX/PANOLA
 CR1123  USGS QUAD   -  CARTHAGE (1983)
 CR1123
 CR1123                         *CURRENT SURVEY CONTROL
 CR1123  ___________________________________________________________________
 CR1123* NAD 83(1993)-  32 09 29.29164(N)    094 20 16.57133(W)     ADJUSTED  
 CR1123* NAVD 88     -                                                        
 CR1123  ___________________________________________________________________
 CR1123  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 CR1123  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CR1123
 CR1123  HORZ ORDER  -  THIRD
 CR1123
 CR1123.The horizontal coordinates were established by classical geodetic methods
 CR1123.and adjusted by the National Geodetic Survey in February 1996..
 CR1123
 CR1123
 CR1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1123
 CR1123.The geoid height was determined by GEOID03.
 CR1123
 CR1123;                    North         East     Units Scale Factor Converg.
 CR1123;SPC TXNC     - 2,062,276.892   992,504.594   MT  0.99999322   +2 16 11.9
 CR1123;SPC TXNC     - 6,765,986.77  3,256,242.16   sFT  0.99999322   +2 16 11.9
 CR1123;UTM  15      - 3,558,748.282   373,837.122   MT  0.99979629   -0 42 44.0
 CR1123
 CR1123                          SUPERSEDED SURVEY CONTROL
 CR1123
 CR1123  NAD 83(1986)-  32 09 29.30057(N)    094 20 16.56196(W) AD(       ) 4
 CR1123  NAD 27      -  32 09 28.71700(N)    094 20 15.85100(W) AD(       ) 3
 CR1123
 CR1123.Superseded values are not recommended for survey control.
 CR1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1123.See file dsdata.txt to determine how the superseded data were derived.
 CR1123
 CR1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7383758748(NAD 83)
 CR1123_MARKER: 53 = ELEVATED TANK
 CR1123
 CR1123  HISTORY     - Date     Condition        Report By
 CR1123  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1123  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR1123
 CR1123                          STATION DESCRIPTION
 CR1123
 CR1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1123'THE STATION IS LOCATED IN ABOUT THE NORTH CENTRAL PART OF CARTHAGE
 CR1123'AND THE FIRE DEPARTMENT IS LOCATED UNDER THE TANK.  THE TANK IS
 CR1123'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND ITS OVER-ALL HEIGHT
 CR1123'IS ABOUT 120 FEET, COLORED SILVER.  THE TOP AND CENTER WAS THE
 CR1123'POINT INTERSECTED.
 CR1123
 CR1123                          STATION RECOVERY (1998)
 CR1123
 CR1123'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1121 ***********************************************************************
 CR1121  DESIGNATION -  CARTHAGE UNITED GAS PLINE MAST
 CR1121  PID         -  CR1121
 CR1121  STATE/COUNTY-  TX/PANOLA
 CR1121  USGS QUAD   -  CARTHAGE (1983)
 CR1121
 CR1121                         *CURRENT SURVEY CONTROL
 CR1121  ___________________________________________________________________
 CR1121* NAD 83(1993)-  32 08 24.10020(N)    094 20 00.26816(W)     ADJUSTED  
 CR1121* NAVD 88     -                                                        
 CR1121  ___________________________________________________________________
 CR1121  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 CR1121  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CR1121
 CR1121  HORZ ORDER  -  THIRD
 CR1121
 CR1121.The horizontal coordinates were established by classical geodetic methods
 CR1121.and adjusted by the National Geodetic Survey in February 1996..
 CR1121
 CR1121
 CR1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1121
 CR1121.The geoid height was determined by GEOID03.
 CR1121
 CR1121;                    North         East     Units Scale Factor Converg.
 CR1121;SPC TXNC     - 2,060,287.342   993,011.068   MT  0.99999815   +2 16 20.8
 CR1121;SPC TXNC     - 6,759,459.39  3,257,903.81   sFT  0.99999815   +2 16 20.8
 CR1121;UTM  15      - 3,556,735.481   374,239.328   MT  0.99979504   -0 42 34.0
 CR1121
 CR1121                          SUPERSEDED SURVEY CONTROL
 CR1121
 CR1121  NAD 83(1986)-  32 08 24.10922(N)    094 20 00.25871(W) AD(       ) 4
 CR1121  NAD 27      -  32 08 23.52500(N)    094 19 59.54900(W) AD(       ) 3
 CR1121
 CR1121.Superseded values are not recommended for survey control.
 CR1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1121.See file dsdata.txt to determine how the superseded data were derived.
 CR1121
 CR1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7423956735(NAD 83)
 CR1121_MARKER: 42 = RADIO/TV MAST
 CR1121
 CR1121  HISTORY     - Date     Condition        Report By
 CR1121  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1121  HISTORY     - 19980221 GOOD             USPSQD
 CR1121
 CR1121                          STATION DESCRIPTION
 CR1121
 CR1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1121'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF CARTHAGE.  THE
 CR1121'MAST IS MOUNTED ON A CONCRETE PIER, COLORED RED AND WHITE
 CR1121'AND THE OVER-ALL HEIGHT IS ABOUT 195 FEET.  THE RED LIGHT
 CR1121'ON TOP WAS THE POINT INTERSECTED.
 CR1121
 CR1121                          STATION RECOVERY (1998)
 CR1121
 CR1121'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1356 ***********************************************************************
 CR1356  SACS        -  This is a Secondary Airport Control Station.
 CR1356  DESIGNATION -  CARTPORT
 CR1356  PID         -  CR1356
 CR1356  STATE/COUNTY-  TX/PANOLA
 CR1356  USGS QUAD   -  CARTHAGE (1983)
 CR1356
 CR1356                         *CURRENT SURVEY CONTROL
 CR1356  ___________________________________________________________________
 CR1356* NAD 83(1993)-  32 10 24.27908(N)    094 17 51.43016(W)     ADJUSTED  
 CR1356* NAVD 88     -        74.32   (meters)     243.8    (feet)  GPS OBS   
 CR1356  ___________________________________________________________________
 CR1356  X           -    -404,952.479 (meters)                     COMP
 CR1356  Y           -  -5,388,689.943 (meters)                     COMP
 CR1356  Z           -   3,376,748.921 (meters)                     COMP
 CR1356  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 CR1356  ELLIP HEIGHT-          48.10  (meters)          (06/19/01) GPS OBS
 CR1356  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CR1356
 CR1356  HORZ ORDER  -  FIRST
 CR1356  ELLP ORDER  -  FOURTH    CLASS II
 CR1356
 CR1356.This mark is at Panola Co-Sharpe Fld (4F2) Airport (4F2)
 CR1356
 CR1356.The horizontal coordinates were established by GPS observations
 CR1356.and adjusted by the National Geodetic Survey in July 1996..
 CR1356
 CR1356.The orthometric height was determined by GPS observations and a
 CR1356.high-resolution geoid model.
 CR1356
 CR1356.GPS derived orthometric heights for airport stations designated as
 CR1356.PACS or SACS are published to 2 decimal places.  This maintains
 CR1356.centimeter relative accuracy between the PACS and SACS.  It does
 CR1356.not indicate centimeter accuracy relative to other marks which are
 CR1356.part of the NAVD 88 network.
 CR1356
 CR1356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1356
 CR1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1356
 CR1356.The ellipsoidal height was determined by GPS observations
 CR1356.and is referenced to NAD 83.
 CR1356
 CR1356.The geoid height was determined by GEOID03.
 CR1356
 CR1356;                    North         East     Units Scale Factor Converg.
 CR1356;SPC TXNC     - 2,064,120.646   996,236.945   MT  0.99998914   +2 17 31.0
 CR1356;SPC TXNC     - 6,772,035.82  3,268,487.38   sFT  0.99998914   +2 17 31.0
 CR1356;UTM  15      - 3,560,395.004   377,659.586   MT  0.99978458   -0 41 27.8
 CR1356
 CR1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1356!SPC TXNC     -   0.99999245  x   0.99998914  =   0.99998159
 CR1356!UTM  15      -   0.99999245  x   0.99978458  =   0.99977703
 CR1356
 CR1356:                Primary Azimuth Mark                     Grid Az
 CR1356:SPC TXNC     -  CARTPORT AZ MK                           356 08 17.3
 CR1356:UTM  15      -  CARTPORT AZ MK                           359 07 16.1
 CR1356
 CR1356|---------------------------------------------------------------------|
 CR1356| PID    Reference Object                     Distance      Geod. Az  |
 CR1356|                                                           dddmmss.s |
 CR1356| CR1357 CARTPORT AZ MK                      APPROX. 0.6 KM 3582548.3 |
 CR1356|---------------------------------------------------------------------|
 CR1356
 CR1356                          SUPERSEDED SURVEY CONTROL
 CR1356
 CR1356  ELLIP H (07/25/96)   48.15   (m)                       GP(       ) 4 2
 CR1356  NAD 83(1993)-  32 10 24.28389(N)    094 17 51.43110(W) AD(       ) 3
 CR1356  ELLIP H (02/16/96)   48.17   (m)                       GP(       ) 5 1
 CR1356  ELLIP H (01/21/93)   47.96   (m)                       GP(       ) 4 2
 CR1356  NAD 83(1986)-  32 10 24.28748(N)    094 17 51.41416(W) AD(       ) 3
 CR1356  NAD 27      -  32 10 23.73253(N)    094 17 50.70940(W) AD(       ) 3
 CR1356  NGVD 29 (12/08/88)   74.3    (m)          244.     (f) GPS OBS        
 CR1356
 CR1356.Superseded values are not recommended for survey control.
 CR1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1356.See file dsdata.txt to determine how the superseded data were derived.
 CR1356
 CR1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7766060395(NAD 83)
 CR1356_MARKER: I = METAL ROD
 CR1356_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1356_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1356_STAMPING: CARTPORT 1987
 CR1356_MARK LOGO: NGS   
 CR1356_PROJECTION: FLUSH
 CR1356_MAGNETIC: I = MARKER IS A STEEL ROD
 CR1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1356+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 CR1356_ROD/PIPE-DEPTH: 1.7. meters
 CR1356_SLEEVE-DEPTH  : 0.90 meters
 CR1356
 CR1356  HISTORY     - Date     Condition        Report By
 CR1356  HISTORY     - 1987     MONUMENTED       NGS
 CR1356  HISTORY     - 19880112 GOOD
 CR1356  HISTORY     - 19941015 GOOD             NGS
 CR1356  HISTORY     - 19980221 GOOD             USPSQD
 CR1356
 CR1356                          STATION DESCRIPTION
 CR1356
 CR1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1356'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF CARTHAGE AT
 CR1356'THE CARTHAGE-PANOLA AIRPORT.  OWNERSHIP--PANOLA COUNTY C/O JOHN
 CR1356'CAIN1410 WEST PANOLA CARTHAGE TX 75633.  TELEPHONE NUMBER
 CR1356'214-693-5261.
 CR1356'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 79 AT
 CR1356'THE NORTHEAST SIDE OF CARTHAGE.  GO NORTHEAST ON U.S. HIGHWAY 79 FOR
 CR1356'2.7 KM (1.70 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT
 CR1356'AND GO NORTH FOR 0.6 KM (0.35 MI) TO A GATE.  GO
 CR1356'NORTH-NORTHWESTACROSS THE APRON FOR 0.1 KM (0.05 MI) TO A TAXIWAY AND
 CR1356'THE STATION.
 CR1356'THE MARK IS 28.0 M (91.9 FT) EAST OF THE CENTERLINE OF THE RUNWAY,
 CR1356'18.2 M (59.7 FT) WEST OF THE TAXIWAY, 14.2 M (46.6 FT) NORTH OF THE
 CR1356'CENTERLINE OF THE CONNECTOR, AND 0.3 M (1.0 FT) EAST OF A
 CR1356'WITNESSPOST.
 CR1356'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1356'DESCRIBED BY B.L.L.
 CR1356
 CR1356                          STATION RECOVERY (1988)
 CR1356
 CR1356'RECOVERED 1988
 CR1356'RECOVERED IN GOOD CONDITION.
 CR1356
 CR1356                          STATION RECOVERY (1994)
 CR1356
 CR1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1356'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF CARTHAGE AT
 CR1356'THE CARTHAGE-PANOLA COUNTY-SHARPE FIELD, IN THE GRASS MEDIAN OF THE
 CR1356'PARALLEL TAXI AND A SERVICE ROAD, AND ON THE NORTH SIDE OF A CONNECTOR
 CR1356'TAXI.  OWNERSHIP--PANOLA COUNTY, RT.  2 BOX 71, CARTHAGE, TX 75633.
 CR1356'PHONE 903-693-7856.  AIRPORT MANAGER IS JOE MOSIER. CONTACT HIM ONE
 CR1356'DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND TO BE SURE
 CR1356'THE GATE IS UNLOCKED.  TO REACH THE STATION FROM THE UNDERPASS AT THE
 CR1356'JUNCTION OF U.S.  HIGHWAYS 59 AND 79 AT THE NORTHEAST SIDE OF
 CR1356'CARTHAGE, GO NORTHEAST ON HIGHWAY 79 FOR 2.51 KM (1.55 MI) TO THE
 CR1356'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH, ON ENTRANCE ROAD
 CR1356'FOR 0.41 KM (0.25 MI) TO A GATE.  PASS THROUGH GATE, BEAR LEFT,
 CR1356'NORTH-NORTHWEST ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO A TAXI AND
 CR1356'THE STATION.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS
 CR1356'STEEL ROD IN A GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH
 CR1356'A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS
 CR1356'28.0 M (91.9 FT) EAST OF THE CENTER OF THE TAXIWAY, 18.2 M (59.7 FT)
 CR1356'WEST OF THE CENTER OF THE SERVICE ROAD, 14.2 M (46.6 FT) NORTH OF THE
 CR1356'CENTER OF THE CONNECTOR, AND 0.4 M (1.3 FT) SOUTH OF A FIBERGLASS
 CR1356'WITNESS POST.  DESCRIBED BY D.G.  AUG
 CR1356
 CR1356                          STATION RECOVERY (1998)
 CR1356
 CR1356'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1357 ***********************************************************************
 CR1357  SACS        -  This is a Secondary Airport Control Station.
 CR1357  DESIGNATION -  CARTPORT AZ MK
 CR1357  PID         -  CR1357
 CR1357  STATE/COUNTY-  TX/PANOLA
 CR1357  USGS QUAD   -  CARTHAGE (1983)
 CR1357
 CR1357                         *CURRENT SURVEY CONTROL
 CR1357  ___________________________________________________________________
 CR1357* NAD 83(1993)-  32 10 42.85121(N)    094 17 52.02866(W)     ADJUSTED  
 CR1357* NAVD 88     -        74.17   (meters)     243.3    (feet)  GPS OBS   
 CR1357  ___________________________________________________________________
 CR1357  X           -    -404,945.275 (meters)                     COMP
 CR1357  Y           -  -5,388,384.855 (meters)                     COMP
 CR1357  Z           -   3,377,233.057 (meters)                     COMP
 CR1357  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 CR1357  ELLIP HEIGHT-          47.95  (meters)          (06/19/01) GPS OBS
 CR1357  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CR1357
 CR1357  HORZ ORDER  -  FIRST
 CR1357  ELLP ORDER  -  FOURTH    CLASS II
 CR1357
 CR1357.This mark is at Panola Co-Sharpe Fld (4F2) Airport (4F2)
 CR1357
 CR1357.The horizontal coordinates were established by GPS observations
 CR1357.and adjusted by the National Geodetic Survey in July 1996..
 CR1357
 CR1357.The orthometric height was determined by GPS observations and a
 CR1357.high-resolution geoid model.
 CR1357
 CR1357.GPS derived orthometric heights for airport stations designated as
 CR1357.PACS or SACS are published to 2 decimal places.  This maintains
 CR1357.centimeter relative accuracy between the PACS and SACS.  It does
 CR1357.not indicate centimeter accuracy relative to other marks which are
 CR1357.part of the NAVD 88 network.
 CR1357
 CR1357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1357
 CR1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1357
 CR1357.The ellipsoidal height was determined by GPS observations
 CR1357.and is referenced to NAD 83.
 CR1357
 CR1357.The geoid height was determined by GEOID03.
 CR1357
 CR1357;                    North         East     Units Scale Factor Converg.
 CR1357;SPC TXNC     - 2,064,691.627   996,198.401   MT  0.99998778   +2 17 30.7
 CR1357;SPC TXNC     - 6,773,909.11  3,268,360.92   sFT  0.99998778   +2 17 30.7
 CR1357;UTM  15      - 3,560,967.101   377,650.810   MT  0.99978460   -0 41 28.4
 CR1357
 CR1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1357!SPC TXNC     -   0.99999247  x   0.99998778  =   0.99998025
 CR1357!UTM  15      -   0.99999247  x   0.99978460  =   0.99977707
 CR1357
 CR1357:                Primary Azimuth Mark                     Grid Az
 CR1357:SPC TXNC     -  CARTPORT                                 176 08 17.2
 CR1357:UTM  15      -  CARTPORT                                 179 07 16.3
 CR1357
 CR1357|---------------------------------------------------------------------|
 CR1357| PID    Reference Object                     Distance      Geod. Az  |
 CR1357|                                                           dddmmss.s |
 CR1357| CR1356 CARTPORT                            APPROX. 0.6 KM 1782547.9 |
 CR1357|---------------------------------------------------------------------|
 CR1357
 CR1357                          SUPERSEDED SURVEY CONTROL
 CR1357
 CR1357  ELLIP H (07/25/96)   48.01   (m)                       GP(       ) 4 2
 CR1357  NAD 83(1993)-  32 10 42.85576(N)    094 17 52.02989(W) AD(       ) 3
 CR1357  ELLIP H (02/16/96)   48.00   (m)                       GP(       ) 5 1
 CR1357  ELLIP H (01/21/93)   47.79   (m)                       GP(       ) 4 2
 CR1357  NAD 83(1986)-  32 10 42.85936(N)    094 17 52.01295(W) AD(       ) 3
 CR1357  NAD 27      -  32 10 42.30488(N)    094 17 51.30811(W) AD(       ) 3
 CR1357  NGVD 29 (12/08/88)   74.2    (m)          243.     (f) GPS OBS        
 CR1357
 CR1357.Superseded values are not recommended for survey control.
 CR1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1357.See file dsdata.txt to determine how the superseded data were derived.
 CR1357
 CR1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7765160967(NAD 83)
 CR1357_MARKER: I = METAL ROD
 CR1357_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1357_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1357_STAMPING: CARTPORT AZ MK 1987
 CR1357_MARK LOGO: NGS   
 CR1357_PROJECTION: FLUSH
 CR1357_MAGNETIC: I = MARKER IS A STEEL ROD
 CR1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1357+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 CR1357_ROD/PIPE-DEPTH: 1.7. meters
 CR1357_SLEEVE-DEPTH  : 0.90 meters
 CR1357
 CR1357  HISTORY     - Date     Condition        Report By
 CR1357  HISTORY     - 1987     MONUMENTED       NGS
 CR1357  HISTORY     - 19880203 GOOD
 CR1357  HISTORY     - 19941015 GOOD             NGS
 CR1357  HISTORY     - 19980221 GOOD             USPSQD
 CR1357
 CR1357                          STATION DESCRIPTION
 CR1357
 CR1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1357'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF CARTHAGE AT
 CR1357'THE CARTHAGE-PANOLA AIRPORT.  OWNERSHIP--PANOLA COUNTY, C/O JOHN
 CR1357'CAIN,1410 WEST PANOLA, CARTHAGE, TX 75633.  TELEPHONE
 CR1357'NUMBER214-693-5261.
 CR1357'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 79 AT
 CR1357'THE NORTHEAST SIDE OF CARTHAGE.  GO NORTHEAST ON U.S. HIGHWAY 79 FOR
 CR1357'2.7 KM (1.70 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT
 CR1357'AND GO NORTH FOR 0.6 KM (0.35 MI) TO A GATE.  GO NORTH-NORTHWEST
 CR1357'ACROSS THE APRON TO A TAXIWAY. GO NORTH ALONG THE TAXIWAY FOR 0.6 KM
 CR1357'(0.35 MI) TO THE STATION ON THE LEFT, BETWEEN TAXIWAY AND
 CR1357'THESOUTHEAST EDGE OF A TURN OFF FROM THE RUNWAY.
 CR1357'THE MARK IS 34.5 M (113.2 FT) EAST OF THE CENTERLINE OF THE RUNWAY,
 CR1357'12.6 M (41.3 FT) WEST OF THE CENTERLINE OF THE TAXIWAY, 9.6 M
 CR1357'(31.5 FT) SOUTHEAST OF THE CENTER OF THE RUNWAY TURN OFF, 5.4 M
 CR1357'(17.7 FT) SOUTHWEST OF THE SOUTH END OF A METAL CULVERT, AND 0.3 M
 CR1357'(1.0 FT) EAST OF A WITNESS POST.
 CR1357'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1357'DESCRIBED BY R.D.B.
 CR1357
 CR1357                          STATION RECOVERY (1988)
 CR1357
 CR1357'RECOVERED 1988
 CR1357'RECOVERED IN GOOD CONDITION.
 CR1357
 CR1357                          STATION RECOVERY (1994)
 CR1357
 CR1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1357'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF CARTHAGE AT
 CR1357'THE CARTHAGE-PANOLA COUNTY-SHARPE FIELD, IN THE GRASS MEDIAN OF THE
 CR1357'PARALLEL TAXI AND A SERVICE ROAD.  OWNERSHIP--PANOLA COUNTY, RT.  2
 CR1357'BOX 71, CARTHAGE, TX 75633.  PHONE 903-693-7856.  AIRPORT MANAGER IS
 CR1357'JOE MOSIER.  CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY
 CR1357'THIS STATION AND TO BE SURE THE GATE IS UNLOCKED.  TO REACH THE
 CR1357'STATION FROM THE UNDERPASS AT THE JUNCTION OF U.S.  HIGHWAYS 59 AND 79
 CR1357'AT THE NORTHEAST SIDE OF CARTHAGE, GO NORTHEAST ON HIGHWAY 79 FOR 2.51
 CR1357'KM (1.55 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 CR1357'NORTH, ON ENTRANCE ROAD FOR 0.41 KM (0.25 MI) TO A GATE.  PASS THROUGH
 CR1357'GATE, BEAR LEFT, NORTH-NORTHWEST ACROSS THE APRON FOR 0.1 KM (0.05 MI)
 CR1357'TO A TAXI AND THE SERVICE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON
 CR1357'THE SERVICE ROAD FOR 0.59 TO THE STATION ON THE LEFT.  THE STATION IS
 CR1357'A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED
 CR1357'SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 CR1357'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 34.5 M (113.2 FT) EAST OF
 CR1357'THE CENTER OF THE TAXIWAY, 12.6 M (41.3 FT) WEST OF THE CENTER OF THE
 CR1357'SERVICE ROAD, 9.6 M (31.5 FT) SOUTHEAST OF THE CENTER OF AN OLD
 CR1357'TAXIWAY TURNOFF, 20.1 M (65.9 FT) SOUTH OF THE CENTER OF A SERVICE
 CR1357'ROAD CONNECTOR, 15.2 M (49.9 FT) SOUTHWEST OF THE SOUTH END OF A METAL
 CR1357'CULVERT, AND 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 CR1357'DESCRIBED BY D.G.  AUG
 CR1357
 CR1357                          STATION RECOVERY (1998)
 CR1357
 CR1357'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1371 ***********************************************************************
 GL1371  DESIGNATION -  CARTWIN
 GL1371  PID         -  GL1371
 GL1371  STATE/COUNTY-  TX/DALLAM
 GL1371  USGS QUAD   -  WEST OF BRICKEL (1964)
 GL1371
 GL1371                         *CURRENT SURVEY CONTROL
 GL1371  ___________________________________________________________________
 GL1371* NAD 83(1993)-  36 18 46.30043(N)    102 18 56.60166(W)     ADJUSTED  
 GL1371* NAVD 88     -      1192.     (meters)    3911.     (feet)  VERTCON   
 GL1371  ___________________________________________________________________
 GL1371  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 GL1371  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 GL1371
 GL1371  HORZ ORDER  -  SECOND
 GL1371
 GL1371.The horizontal coordinates were established by classical geodetic methods
 GL1371.and adjusted by the National Geodetic Survey in February 1996..
 GL1371
 GL1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1371
 GL1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1371
 GL1371.The geoid height was determined by GEOID03.
 GL1371
 GL1371;                    North         East     Units Scale Factor Converg.
 GL1371;SPC TX N     - 1,256,896.207   126,741.466   MT  1.00003279   -0 28 21.9
 GL1371;SPC TX N     - 4,123,666.97    415,817.63   sFT  1.00003279   -0 28 21.9
 GL1371;UTM  13      - 4,021,994.742   740,994.902   MT  1.00031564   +1 35 25.4
 GL1371
 GL1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1371!SPC TX N     -   0.99981692  x   1.00003279  =   0.99984971
 GL1371!UTM  13      -   0.99981692  x   1.00031564  =   1.00013250
 GL1371
 GL1371|---------------------------------------------------------------------|
 GL1371| PID    Reference Object                     Distance      Geod. Az  |
 GL1371|                                                           dddmmss.s |
 GL1371| CM8613 CARTWIN RM 1                         15.641 METERS 02310     |
 GL1371| CM8614 CARTWIN RM 2                         11.072 METERS 08424     |
 GL1371| GL1359 CONLEN JD CRABTREE GRAIN ELEV       APPROX.11.1 KM 1423138.3 |
 GL1371| CM8612 CARTWIN AZ MK                                      2695107.2 |
 GL1371|---------------------------------------------------------------------|
 GL1371
 GL1371                          SUPERSEDED SURVEY CONTROL
 GL1371
 GL1371  NAD 83(1993)-  36 18 46.30020(N)    102 18 56.60201(W) AD(       ) 2
 GL1371  NAD 83(1986)-  36 18 46.31140(N)    102 18 56.59207(W) AD(       ) 2
 GL1371  NAD 27      -  36 18 46.20600(N)    102 18 54.94300(W) AD(       ) 2
 GL1371  NGVD 29 (07/19/86) 1191.     (m)         3907.     (f) VERT ANG       
 GL1371
 GL1371.Superseded values are not recommended for survey control.
 GL1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1371.See file dsdata.txt to determine how the superseded data were derived.
 GL1371
 GL1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA4099521995(NAD 83)
 GL1371_MARKER: DS = TRIANGULATION STATION DISK
 GL1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1371_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1371
 GL1371  HISTORY     - Date     Condition        Report By
 GL1371  HISTORY     - 1953     MONUMENTED       CGS
 GL1371  HISTORY     - 1968     GOOD             USAF
 GL1371
 GL1371                          STATION DESCRIPTION
 GL1371
 GL1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1371'THE STATION IS LOCATED ON SOME GRAZING LAND WHICH IS THE HIGHEST
 GL1371'GROUND IN THE VICINITY, ABOUT 21 MILES AIRLINE NORTHEAST OF
 GL1371'DALHART, ABOUT 14 MILES AIRLINE WEST OF STRATFORD, AND ABOUT
 GL1371'7 MILES AIRLINE NORTH-NORTHWEST OF CONLEN.
 GL1371'
 GL1371'TO REACH THE STATION FROM THE POST OFFICE IN CONLEN GO NORTHEAST
 GL1371'ON U.S. HIGHWAY 54 ABOUT 150 YADS TO A SIDE ROAD ON THE LEFT.
 GL1371'TURN LEFT ONTO FARM ROAD 807 AND GO NORTH 2.5 MILES TO A
 GL1371'SIDE ROAD ON THE LEFT.  TURN LEFT ONTO A GRADED ROAD AND GO
 GL1371'WEST 5.0 MILES TO A CROSS ROAD.  TURN RIGHT AND GO NORTH
 GL1371'3.0 MILES TO A WIRE GATE, AN EAST-WEST FENCE LINE AND THE
 GL1371'AZIMUTH MARK.  TURN RIGHT AND GO EAST ALONG THE SOUTH SIDE OF
 GL1371'THE EAST-WEST FENCE LINE 1.0 MILE TO THE TOP OF A SLIGHT RISE,
 GL1371'A WINDMILL, AND THE STATION.
 GL1371'
 GL1371'THE STATION MARK IS A STANDARD DISK STAMPED, CARTWIN 1953 SET
 GL1371'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 1 INCH
 GL1371'ABOVE THE GROUND.  IT IS 5 FEET SOUTH OF A FENCE LINE AND ABOUT
 GL1371'100 YARDS NORTH-NORTHWEST OF A WINDMILL.
 GL1371'
 GL1371'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, CARTWIN
 GL1371'NO 1 1953 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GL1371'PROJECTS 1 INCH ABOVE THE GROUND AND IS 18 INCHES HIGHER THAN
 GL1371'THE STATION.
 GL1371'
 GL1371'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, CARTWIN
 GL1371'NO 2 1953 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GL1371'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF THE
 GL1371'FENCE LINE AND 1 FOOT HIGHER THAN THE STATION.
 GL1371'
 GL1371'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, CARTWIN 1953
 GL1371'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GL1371'4 INCHES ABOVE THE GROUND.  IT IS 6 FEET SOUTH OF AN
 GL1371'EAST-WEST FENCE LINE AND 36 FEET EAST OF THE CENTERLINE OF
 GL1371'THE ROAD.
 GL1371
 GL1371                          STATION RECOVERY (1968)
 GL1371
 GL1371'RECOVERY NOTE BY US AIR FORCE 1968 (PD)
 GL1371'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GL1371'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GL1371'
 GL1371'THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1255 ***********************************************************************
 CR1255  DESIGNATION -  CARTWRIGHT
 CR1255  PID         -  CR1255
 CR1255  STATE/COUNTY-  TX/WOOD
 CR1255  USGS QUAD   -  CARTWRIGHT (1976)
 CR1255
 CR1255                         *CURRENT SURVEY CONTROL
 CR1255  ___________________________________________________________________
 CR1255* NAD 83(1993)-  32 51 43.54331(N)    095 22 17.98736(W)     ADJUSTED  
 CR1255* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 CR1255  ___________________________________________________________________
 CR1255  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CR1255  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1255
 CR1255  HORZ ORDER  -  SECOND
 CR1255
 CR1255.The horizontal coordinates were established by classical geodetic methods
 CR1255.and adjusted by the National Geodetic Survey in February 1996..
 CR1255
 CR1255.The orthometric height was scaled from a topographic map.
 CR1255
 CR1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1255
 CR1255.The geoid height was determined by GEOID03.
 CR1255
 CR1255;                    North         East     Units Scale Factor Converg.
 CR1255;SPC TXNC     - 2,136,919.553   892,728.123   MT  0.99987806   +1 42 22.2
 CR1255;SPC TXNC     - 7,010,876.90  2,928,892.18   sFT  0.99987806   +1 42 22.2
 CR1255;UTM  15      - 3,638,492.122   278,078.833   MT  1.00020729   -1 17 14.8
 CR1255
 CR1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1255!SPC TXNC     -   0.99997981  x   0.99987806  =   0.99985787
 CR1255!UTM  15      -   0.99997981  x   1.00020729  =   1.00018710
 CR1255
 CR1255|---------------------------------------------------------------------|
 CR1255| PID    Reference Object                     Distance      Geod. Az  |
 CR1255|                                                           dddmmss.s |
 CR1255| CX9152 CARTWRIGHT RM 2                      22.635 METERS 01853     |
 CR1255| CR1252 WINNSBORO MUNICIPAL TANK            APPROX.13.7 KM 0343251.7 |
 CR1255| CX9151 CARTWRIGHT RM 1                      22.982 METERS 15748     |
 CR1255| CX9150 CARTWRIGHT AZ MK                                   1764117.4 |
 CR1255|---------------------------------------------------------------------|
 CR1255
 CR1255                          SUPERSEDED SURVEY CONTROL
 CR1255
 CR1255  NAD 83(1993)-  32 51 43.54795(N)    095 22 17.97804(W) AD(       ) 2
 CR1255  NAD 83(1986)-  32 51 43.54850(N)    095 22 17.97358(W) AD(       ) 2
 CR1255  NAD 27      -  32 51 43.10200(N)    095 22 17.15130(W) AD(       ) 2
 CR1255
 CR1255.Superseded values are not recommended for survey control.
 CR1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1255.See file dsdata.txt to determine how the superseded data were derived.
 CR1255
 CR1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS7807938492(NAD 83)
 CR1255_MARKER: DS = TRIANGULATION STATION DISK
 CR1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1255+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 CR1255
 CR1255  HISTORY     - Date     Condition        Report By
 CR1255  HISTORY     - 1957     MONUMENTED       CGS
 CR1255  HISTORY     - 19950826 GOOD             USPSQD
 CR1255  HISTORY     - 20021112 GOOD             COMPA
 CR1255  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 CR1255
 CR1255                          STATION DESCRIPTION
 CR1255
 CR1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1255'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHEAST OF QUITMAN,
 CR1255'ABOUT 1 MILE SOUTH OF THE SMALL SETTLEMENT OF CARTWRIGHT
 CR1255'ON A LONG FLAT RIDGE THAT RUNS EAST AND WEST, 99 FEET
 CR1255'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF MR. MOSLEY HOUSE,
 CR1255'67 FEET WEST OF THE CENTER OF A OILED ROAD, 39 FEET NORTHWEST OF
 CR1255'A FENCE CORNER AND 26 FEET EAST OF THE EAST SIDE OF A BARN.
 CR1255'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 CR1255'STAMPED CARTWRIGHT 1957.
 CR1255'
 CR1255'REFERENCE MARK NO. 1 IS 62 FEET EAST-SOUTHEAST OF THE NORTHEAST
 CR1255'CORNER OF THE HOUSE AND 39 FEET WEST OF THE CENTER OF THE ROAD.
 CR1255'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 CR1255'STAMPED CARTWRIGHT NO 1 1957.
 CR1255'
 CR1255'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE,
 CR1255'41 FEET WEST OF THE CENTER OF THE ROAD AND 15 FEET SOUTH
 CR1255'OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES ABOVE THE
 CR1255'SURFACE OF THE GROUND AND IS STAMPED CARTWRIGHT NO 2 1957.
 CR1255'
 CR1255'AZIMUTH MARK IS 38 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY
 CR1255'NO. 37 AND 4 FEET SOUTHWEST OF A CONCRETE POST.  THE MARK
 CR1255'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1255'CARTWRIGHT 1957.
 CR1255'
 CR1255'TO REACH THE STATION FROM THE POST OFFICE IN QUITMAN, GO EAST
 CR1255'ON STATE HIGHWAYS NO. 37 AND 154 FOR 0.3 MILE TO FORKS,
 CR1255'TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY NO. 37 FOR 6.5
 CR1255'MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT AS
 CR1255'DESCRIBED, TURN LEFT ON THE OILED ROAD AND GO 0.5 MILE TO MR.
 CR1255'MOSLEY HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 CR1255'
 CR1255'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 CR1255
 CR1255                          STATION RECOVERY (1995)
 CR1255
 CR1255'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1255'RECOVERED IN GOOD CONDITION.
 CR1255
 CR1255                          STATION RECOVERY (2002)
 CR1255
 CR1255'RECOVERY NOTE BY COMPASSCOM INC 2002 (RL)
 CR1255'AREA UNDER HEAVY TREE CANOPY
 CR1255
 CR1255                          STATION RECOVERY (2004)
 CR1255
 CR1255'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2585 ***********************************************************************
 CS2585  DESIGNATION -  CARTWRIGHT
 CS2585  PID         -  CS2585
 CS2585  STATE/COUNTY-  TX/KAUFMAN
 CS2585  USGS QUAD   -  TERRELL SOUTH (1963)
 CS2585
 CS2585                         *CURRENT SURVEY CONTROL
 CS2585  ___________________________________________________________________
 CS2585* NAD 83(1993)-  32 40 59.24102(N)    096 15 34.53296(W)     ADJUSTED  
 CS2585* NAVD 88     -       145.0    (meters)     476.     (feet)  VERTCON   
 CS2585  ___________________________________________________________________
 CS2585  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 CS2585  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 CS2585
 CS2585  HORZ ORDER  -  SECOND
 CS2585
 CS2585.The horizontal coordinates were established by classical geodetic methods
 CS2585.and adjusted by the National Geodetic Survey in February 1996..
 CS2585
 CS2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2585
 CS2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2585
 CS2585.The geoid height was determined by GEOID03.
 CS2585
 CS2585;                    North         East     Units Scale Factor Converg.
 CS2585;SPC TXNC     - 2,114,955.061   810,080.138   MT  0.99989318   +1 13 18.9
 CS2585;SPC TXNC     - 6,938,815.06  2,657,737.92   sFT  0.99989318   +1 13 18.9
 CS2585;UTM  14      - 3,619,478.479   756,949.772   MT  1.00041420   +1 28 50.2
 CS2585
 CS2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2585!SPC TXNC     -   0.99998121  x   0.99989318  =   0.99987439
 CS2585!UTM  14      -   0.99998121  x   1.00041420  =   1.00039540
 CS2585
 CS2585|---------------------------------------------------------------------|
 CS2585| PID    Reference Object                     Distance      Geod. Az  |
 CS2585|                                                           dddmmss.s |
 CS2585| CX9148 CARTWRIGHT RM 1                      26.179 METERS 09125     |
 CS2585| CX9147 CARTWRIGHT AZ MK                                   1203430.5 |
 CS2585| CX9149 CARTWRIGHT RM 2                      28.703 METERS 28535     |
 CS2585| CS2586 TERRELL STATE HOSP STANDPIPE        APPROX. 6.4 KM 3570337.6 |
 CS2585|---------------------------------------------------------------------|
 CS2585
 CS2585                          SUPERSEDED SURVEY CONTROL
 CS2585
 CS2585  NAD 83(1986)-  32 40 59.24825(N)    096 15 34.51762(W) AD(       ) 2
 CS2585  NAD 27      -  32 40 58.77400(N)    096 15 33.59600(W) AD(       ) 2
 CS2585  NGVD 29 (07/28/98)  145.0    (m)          476.     (f) VERT ANG       
 CS2585
 CS2585.Superseded values are not recommended for survey control.
 CS2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2585.See file dsdata.txt to determine how the superseded data were derived.
 CS2585
 CS2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5695019478(NAD 83)
 CS2585_MARKER: DS = TRIANGULATION STATION DISK
 CS2585_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS2585_PROJECTION: FLUSH
 CS2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2585+STABILITY: SURFACE MOTION
 CS2585
 CS2585  HISTORY     - Date     Condition        Report By
 CS2585  HISTORY     - 1949     MONUMENTED       CGS
 CS2585  HISTORY     - 1960     GOOD             CGS
 CS2585  HISTORY     - 1962     GOOD             USGS
 CS2585
 CS2585                          STATION DESCRIPTION
 CS2585
 CS2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2585'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHEAST OF TERRELL
 CS2585'AND 7 MILES NORTHEAST OF KAUFMAN, ON THE RIGHT-OF-WAY OF
 CS2585'STATE HIGHWAY 34, JUST EAST OF A CURVE IN THE HIGHWAY AND
 CS2585'IN THE ANGLE FORMED BY THE INTERSECTION OF A BLACK TOP ROAD
 CS2585'LEADING WESTWARD AND THE HIGHWAY.  THE MARK IS 42 FEET EAST
 CS2585'OF THE APPROXIMATE CENTERLINE OF THE CURVE IN THE HIGHWAY
 CS2585'AND 18 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE BLACKTOP
 CS2585'ROAD.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 CS2585'THE DISC IS STAMPED, CARTWRIGHT 1949.
 CS2585'
 CS2585'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY OF THE BLACK TOP
 CS2585'ROAD, 25 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD
 CS2585'AND AT THE EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS
 CS2585'ABOUT 6 INCHES AND THE DISC IS STAMPED, CARTWRIGHT NO 1 1949.
 CS2585'
 CS2585'REFERENCE MARK NO. 2 IS ALONG THE INSIDE OF, OR WEST OF THE
 CS2585'CURVE IN THE HIGHWAY, 33 FEET WEST OF THE APPROXIMATE CENTERLINE
 CS2585'OF THE CURVE AND ABOUT 69 FEET SOUTHEAST OF A TELEPHONE POLE.
 CS2585'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 CS2585'CARTWRIGHT NO 2 1949.
 CS2585'
 CS2585'AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF A CROSSROADS, THE
 CS2585'INTERSECTION OF THE BLACK TOP ROAD AND A DIRT ROAD, 22 FEET
 CS2585'SOUTH OF THE APPROXIMATE CENTERLINE OF THE BLACK TOP ROAD,
 CS2585'19 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD
 CS2585'AND 5 FEET NORTH OF A WHITE WITNESS POST NEAR A TELEPHONE
 CS2585'POLE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 CS2585'CARTWRIGHT 1949.
 CS2585'
 CS2585'THE STATION WAS REACHED FROM THE NORTHEAST CORNER OF THE
 CS2585'SQUARE IN KAUFMAN, BY GOING EAST AND NORTHERLY ON STATE ROUTE
 CS2585'34 FOR 7.7 MILES TO THE STATION SITE ON THE RIGHT AS DESCRIBED
 CS2585'ABOVE.
 CS2585'
 CS2585'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 CS2585'THE BLACK TOP ROAD FOR 0.3 MILE TO A CROSSROADS AND THE MARK
 CS2585'AS DESCRIBED ABOVE.
 CS2585'
 CS2585'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2585
 CS2585                          STATION RECOVERY (1960)
 CS2585
 CS2585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2585'STATION WAS RECOVERED IN GOOD CONDITION.  DID NOT RECOVER ANY
 CS2585'REFERENCE MARKS.  THE STATION IS ABOUT TEN FEET WEST OF A
 CS2585'TELEPHONE POST ON THE SOUTH SIDE OF A PAVED COUNTY ROAD.
 CS2585'STATION IS ABOUT TWO INCHES UNDERGROUND.  THE CURVE IN S.H.
 CS2585'34 HAS BEEN CHANGED AND FLATTENED.  REMAINS OF OLD LOCATION
 CS2585'OF CURVE CAN YET BE SEEN.
 CS2585
 CS2585                          STATION RECOVERY (1962)
 CS2585
 CS2585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS2585'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32096-1, STATION 1011.
 CS2585'RECOVERED BY USGS IN 1962 IN GOOD CONDITION EXECPT REFERENCE MARK NO.
 CS2585'1 WAS NOT FOUND.
 CS2585'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN CONCRETE FLUSH
 CS2585'WITH GROUND, STAMPED---CARTWRIGHT 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3168 ***********************************************************************
 CS3168  DESIGNATION -  CARTWRIGHT
 CS3168  PID         -  CS3168
 CS3168  STATE/COUNTY-  TX/HOOD
 CS3168  USGS QUAD   -  TIN TOP (1979)
 CS3168
 CS3168                         *CURRENT SURVEY CONTROL
 CS3168  ___________________________________________________________________
 CS3168* NAD 83(1993)-  32 33 29.21437(N)    097 51 13.80833(W)     ADJUSTED  
 CS3168* NAVD 88     -       280.1    (meters)     919.     (feet)  VERTCON   
 CS3168  ___________________________________________________________________
 CS3168  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 CS3168  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CS3168
 CS3168  HORZ ORDER  -  FIRST
 CS3168
 CS3168.The horizontal coordinates were established by classical geodetic methods
 CS3168.and adjusted by the National Geodetic Survey in February 1996..
 CS3168
 CS3168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3168
 CS3168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3168
 CS3168.The geoid height was determined by GEOID03.
 CS3168
 CS3168;                    North         East     Units Scale Factor Converg.
 CS3168;SPC TXNC     - 2,099,039.813   660,679.473   MT  0.99990947   +0 21 08.7
 CS3168;SPC TXNC     - 6,886,599.79  2,167,579.24   sFT  0.99990947   +0 21 08.7
 CS3168;UTM  14      - 3,602,880.521   607,603.474   MT  0.99974277   +0 37 00.7
 CS3168
 CS3168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3168!SPC TXNC     -   0.99996050  x   0.99990947  =   0.99986997
 CS3168!UTM  14      -   0.99996050  x   0.99974277  =   0.99970328
 CS3168
 CS3168|---------------------------------------------------------------------|
 CS3168| PID    Reference Object                     Distance      Geod. Az  |
 CS3168|                                                           dddmmss.s |
 CS3168| CX9145 CARTWRIGHT RM 1                      31.632 METERS 07244     |
 CS3168| CX9144 CARTWRIGHT AZ MK                                   0962339.5 |
 CS3168| CX9146 CARTWRIGHT RM 2                      43.007 METERS 22420     |
 CS3168|---------------------------------------------------------------------|
 CS3168
 CS3168                          SUPERSEDED SURVEY CONTROL
 CS3168
 CS3168  NAD 83(1986)-  32 33 29.21644(N)    097 51 13.79108(W) AD(       ) 1
 CS3168  NAD 27      -  32 33 28.73600(N)    097 51 12.68100(W) AD(       ) 1
 CS3168  NGVD 29 (07/19/86)  280.1    (m)          919.     (f) VERT ANG       
 CS3168
 CS3168.Superseded values are not recommended for survey control.
 CS3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3168.See file dsdata.txt to determine how the superseded data were derived.
 CS3168
 CS3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0760302881(NAD 83)
 CS3168_MARKER: DD = SURVEY DISK
 CS3168_SETTING: 0 = UNSPECIFIED SETTING
 CS3168
 CS3168  HISTORY     - Date     Condition        Report By
 CS3168  HISTORY     - 1946     MONUMENTED       CGS
 CS3168
 CS3168                          STATION DESCRIPTION
 CS3168
 CS3168'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3168'STATION IS LOCATED ABOUT 17.5 MILES S OF WEATHERFORD AND
 CS3168'12 MILES NNW OF GRANBURY.  IT IS ABOUT 300 YARDS N OF THE
 CS3168'HOOD-PARKER COUNTY LINE, 0.7 MILE SW OF THE CARTWRIGHT RANCH
 CS3168'HOUSE, AND 7-1/2 FEET N OF A WHITE WOODEN WITNESS POST.
 CS3168'
 CS3168'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3168'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED CARTWRIGHT
 CS3168'1946 AND PROJECTS 8 INCHES.
 CS3168'
 CS3168'REFERENCE MARK 1 IS 103.78 FEET E OF THE STATION.  IT IS
 CS3168'ON THE E SLOPE OF A HILL.  IT IS A BRONZE REFERENCE DISK,
 CS3168'STAMPED CARTWRIGHT NO 1 1946 AND SET IN THE TOP OF A CONCRETE
 CS3168'POST.  THE MARK PROJECTS 4 INCHES AND IS ABOUT 4 FEET LOWER
 CS3168'IN ELEVATION THAN THE STATION MARK.
 CS3168'
 CS3168'REFERENCE MARK 2 IS 141.10 FEET S OF THE STATION.  IT IS
 CS3168'ON THE S SLOPE OF A HILL.  IT IS A BRONZE REFERENCE DISK,
 CS3168'STAMPED CARTWRIGHT NO 2 1946 AND SET IN THE TOP OF A CONCRETE
 CS3168'POST.  THE MARK PROJECTS 4 INCHES AND IS ABOUT 3 FEET LOWER
 CS3168'IN ELEVATION THAN THE STATION MARK.
 CS3168'
 CS3168'AZIMUTH MARK IS 0.3 MILE E OF THE STATION AND ON THE FIRST
 CS3168'RISE E OF THE STATION.  IT IS 4 FEET N OF A WHITE WOODEN
 CS3168'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK, STAMPED CARTWRIGHT
 CS3168'1946 AND SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS
 CS3168'4 INCHES.
 CS3168'
 CS3168'TO REACH THE STATION FROM THE S SIDE OF THE PARKER COUNTY
 CS3168'COURTHOUSE SQUARE IN WEATHERFORD, GO S ON STATE HIGHWAY
 CS3168'171 FOR 1.2 MILES TO A GRADED DIRT ROAD RIGHT, TURN RIGHT
 CS3168'AND FOLLOW MAIN TRAVELED ROAD S FOR 13 MILES TO THE BRAZOS
 CS3168'RIVER BRIDGE.  CONTINUE ON S FOR 0.7 MILE TO A GRADED DIRT
 CS3168'ROAD RIGHT AND A CATTLE GUARD, TURN RIGHT AND GO 1.3 MILES
 CS3168'TO THE S.B. CARTWRIGHT RANCH HOUSE ON THE LEFT, TURN LEFT
 CS3168'AT FARM DRIVEWAY AND PASS TO THE S OF RANCH HOUSE TO A WIRE
 CS3168'GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD E AND S FOR
 CS3168'0.6 MILE, THENCE RIGHT ACROSS PASTURE FOR 0.2 MILE TO THE
 CS3168'STATION AS DESCRIBED.
 CS3168'
 CS3168'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ACROSS
 CS3168'PASTURE FOR 0.3 MILE TO MARK AS DESCRIBED.
 CS3168'
 CS3168'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0904 ***********************************************************************
 CU0904  DESIGNATION -  CARVER
 CU0904  PID         -  CU0904
 CU0904  STATE/COUNTY-  TX/FISHER
 CU0904  USGS QUAD   -  POKE MOUNTAIN (1981)
 CU0904
 CU0904                         *CURRENT SURVEY CONTROL
 CU0904  ___________________________________________________________________
 CU0904* NAD 83(1993)-  32 56 45.64365(N)    100 17 34.52436(W)     ADJUSTED  
 CU0904* NAVD 88     -       594.     (meters)    1949.     (feet)  VERTCON   
 CU0904  ___________________________________________________________________
 CU0904  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 CU0904  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CU0904
 CU0904  HORZ ORDER  -  SECOND
 CU0904
 CU0904.The horizontal coordinates were established by classical geodetic methods
 CU0904.and adjusted by the National Geodetic Survey in February 1996..
 CU0904
 CU0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0904
 CU0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0904
 CU0904.The geoid height was determined by GEOID03.
 CU0904
 CU0904;                    North         East     Units Scale Factor Converg.
 CU0904;SPC TXNC     - 2,143,296.644   432,372.781   MT  0.99987431   -0 58 40.3
 CU0904;SPC TXNC     - 7,031,799.07  1,418,543.03   sFT  0.99987431   -0 58 40.3
 CU0904;UTM  14      - 3,646,043.547   379,142.752   MT  0.99978010   -0 42 11.7
 CU0904
 CU0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0904!SPC TXNC     -   0.99991117  x   0.99987431  =   0.99978549
 CU0904!UTM  14      -   0.99991117  x   0.99978010  =   0.99969129
 CU0904
 CU0904:                Primary Azimuth Mark                     Grid Az
 CU0904:SPC TXNC     -  CARVER AZ MK                             214 21 39.0
 CU0904:UTM  14      -  CARVER AZ MK                             214 05 10.4
 CU0904
 CU0904|---------------------------------------------------------------------|
 CU0904| PID    Reference Object                     Distance      Geod. Az  |
 CU0904|                                                           dddmmss.s |
 CU0904| CX6866 CARVER AZ MK                                       2132258.7 |
 CU0904| CX6867 CARVER RM 1                          16.362 METERS 23507     |
 CU0904| CX6868 CARVER RM 2                          15.701 METERS 31526     |
 CU0904|---------------------------------------------------------------------|
 CU0904
 CU0904                          SUPERSEDED SURVEY CONTROL
 CU0904
 CU0904  NAD 83(1993)-  32 56 45.64962(N)    100 17 34.51985(W) AD(       ) 2
 CU0904  NAD 83(1986)-  32 56 45.64992(N)    100 17 34.51606(W) AD(       ) 2
 CU0904  NAD 27      -  32 56 45.27900(N)    100 17 33.13600(W) AD(       ) 2
 CU0904  NGVD 29 (07/19/86)  594.     (m)         1949.     (f) VERT ANG       
 CU0904
 CU0904.Superseded values are not recommended for survey control.
 CU0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0904.See file dsdata.txt to determine how the superseded data were derived.
 CU0904
 CU0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7914346044(NAD 83)
 CU0904_MARKER: DS = TRIANGULATION STATION DISK
 CU0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0904
 CU0904  HISTORY     - Date     Condition        Report By
 CU0904  HISTORY     - 1935     MONUMENTED       CGS
 CU0904  HISTORY     - 1938     GOOD             TXHD
 CU0904  HISTORY     - 1958     GOOD             CGS
 CU0904  HISTORY     - 1965     GOOD             USGS
 CU0904
 CU0904                          STATION DESCRIPTION
 CU0904
 CU0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0904'STATION IS LOCATED ON THE PROPERTY OF O.B. CARVER, ON HIGH
 CU0904'BARE PASTURE LAND 9 MILES N OF ROYSTON, 12 MILES NE BY E OF
 CU0904'ROTAN.
 CU0904'
 CU0904'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CU0904'BRONZE DISKS SET IN CONCRETE.
 CU0904'
 CU0904'TO REACH THE AZIMUTH MARK FROM STATION, FOLLOW DIM TRAIL
 CU0904'0.45 MILE S.
 CU0904'
 CU0904'STATION IS REACHED FROM THE MAIN STREET IN ROTAN, JUST S OF
 CU0904'WATER TANK BY GOING 10.6 MILES E, OR 4.0 MILES PAST A BRIDGE
 CU0904'WITH STEEL GUARD RAILS AND TURN LEFT (N) ON A T-ROAD.  KEEP
 CU0904'STRAIGHT N 3.0 MILES, OR 2.0 MILES PAST A WHITE SCHOOL ON
 CU0904'LEFT, OR 0.2 MILE THROUGH A GATE ACROSS ROAD TO A HOUSE AND
 CU0904'TURN RIGHT (E), GO E 0.25 MILE AND PASS THROUGH GATE, CONTINUE
 CU0904'0.1 MILE AND REACH GATE IN FENCE ON LEFT AND LANE LEADING
 CU0904'TO HOUSE ABOUT 0.1 MILE TO THE N, KEEP STRAIGHT AHEAD ABOUT
 CU0904'200 FEET AND TURN LEFT THROUGH WIRE GATE.  BEAR NE TO A WATER
 CU0904'POND AND THEN N.  NO DEFINITE ROAD TO FOLLOW.  KEEP N 0.5
 CU0904'MILE TO A WIRE GATE AND JOG IN FENCE, PASS THROUGH GATE AND
 CU0904'BEAR RIGHT 0.45 MILE TO HIGHEST GROUND AND STATION.
 CU0904'
 CU0904'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CU0904
 CU0904                          STATION RECOVERY (1938)
 CU0904
 CU0904'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0904'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  DESCRIPTION
 CU0904'IS SATISFACTORY.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 CU0904'MARK.
 CU0904
 CU0904                          STATION RECOVERY (1958)
 CU0904
 CU0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0904'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU0904'CONDITION.
 CU0904'
 CU0904'FOLLOWING IS A DESCRIPTION TO REACH FROM HAMLIN--
 CU0904'
 CU0904'TO REACH FROM HAMLIN, FROM THE JUNCTION OF U.S. HIGHWAY 83
 CU0904'AND STATE HIGHWAY 92, GO WEST ON STATE HIGHWAY 92 FOR 9.55
 CU0904'MILES TO A T-ROAD RIGHT (THIS ROAD IS 10.6 MILES EAST OF ROTAN),
 CU0904'TURN RIGHT AND GO NORTH FOR 2.7 MILES TO POINT WHERE MAIN
 CU0904'ROAD TURNS RIGHT, TURN RIGHT AND GO EAST AND NORTH FOR 0.5 MILE
 CU0904'TO A CATTLE GUARD ON LEFT JUST AFTER THE ROAD TURNS EAST, TURN
 CU0904'LEFT ACROSS CATTLE GUARD AND GO NORTHERLY FOR 0.35 MILE TO
 CU0904'OIL STORAGE TANKS ON THE RIGHT, TAKE RIGHT FORK JUST AHEAD
 CU0904'AND GO NORTHEAST FOR 0.2 MILE TO A WIRE GATE (THE AZIMUTH
 CU0904'MARK IS ABOUT 0.05 MILE NORTHWEST OF THIS GATE), PASS
 CU0904'THROUGH GATE AND CONTINUE NORTHERLY FOR 0.45 MILE TO HIGHEST
 CU0904'POINT OF RIDGE AND STATION.
 CU0904
 CU0904                          STATION RECOVERY (1965)
 CU0904
 CU0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CU0904'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CU0904'
 CU0904'REVISED DESCRIPTION--HAMLIN, JCT. OF U.S. 83 AND STATE 92.
 CU0904'THENCE WEST ON 92 FOR 10.0 MILES TO T-RD. NORTH, THENCE NORTH 2.8
 CU0904'MILES, EAST 0.25 MILE ALONG COUNTY ROAD TO BEND EAST.  LOCKED
 CU0904'GATE (FRANK ALLEN, MC CAULLEY, TEX.) THENCE NORTH 0.4 MILE TO
 CU0904'WEST SIDE OF OIL TANKS, BEAR NORTHEAST 0.2 MILE TO JOG IN
 CU0904'FENCE, PASS THROUGH AND FOLLOW OLD TRACK 0.45 MILE TO DRAIN,
 CU0904'TURN RIGHT EAST AND GO 0.1 MILE TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1378 ***********************************************************************
 AJ1378  DESIGNATION -  CASA
 AJ1378  PID         -  AJ1378
 AJ1378  STATE/COUNTY-  TX/WEBB
 AJ1378  USGS QUAD   -  LAREDO EAST (1980)
 AJ1378
 AJ1378                         *CURRENT SURVEY CONTROL
 AJ1378  ___________________________________________________________________
 AJ1378* NAD 83(1993)-  27 33 00.56955(N)    099 24 25.68017(W)     ADJUSTED  
 AJ1378* NAVD 88     -       166.1    (meters)     545.     (feet)  VERTCON   
 AJ1378  ___________________________________________________________________
 AJ1378  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AJ1378  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AJ1378
 AJ1378  HORZ ORDER  -  FIRST
 AJ1378
 AJ1378.The horizontal coordinates were established by classical geodetic methods
 AJ1378.and adjusted by the National Geodetic Survey in February 1996..
 AJ1378
 AJ1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1378
 AJ1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1378
 AJ1378.The geoid height was determined by GEOID03.
 AJ1378
 AJ1378;                    North         East     Units Scale Factor Converg.
 AJ1378;SPC TX S     - 5,209,000.275   210,410.977   MT  0.99994055   -0 24 42.6
 AJ1378;SPC TX S     -17,089,861.74    690,323.35   sFT  0.99994055   -0 24 42.6
 AJ1378;UTM  14      - 3,047,438.770   459,804.422   MT  0.99961994   -0 11 17.9
 AJ1378
 AJ1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1378!SPC TX S     -   0.99997770  x   0.99994055  =   0.99991825
 AJ1378!UTM  14      -   0.99997770  x   0.99961994  =   0.99959765
 AJ1378
 AJ1378|---------------------------------------------------------------------|
 AJ1378| PID    Reference Object                     Distance      Geod. Az  |
 AJ1378|                                                           dddmmss.s |
 AJ1378| CV3019 CASA RM 1                            10.167 METERS 03902     |
 AJ1378| CV3020 CASA RM 2                             8.085 METERS 13729     |
 AJ1378| CV3022 CASA RM 4                                          2211614.2 |
 AJ1378| AJ1379 LAREDO AFB TANK                     APPROX. 6.4 KM 2643020.7 |
 AJ1378| AJ1380 LAREDO DEL MAR MUN TANK             APPROX. 7.8 KM 2873605.6 |
 AJ1378|---------------------------------------------------------------------|
 AJ1378
 AJ1378                          SUPERSEDED SURVEY CONTROL
 AJ1378
 AJ1378  NAD 83(1986)-  27 33 00.56679(N)    099 24 25.65376(W) AD(       ) 1
 AJ1378  NAD 27      -  27 32 59.50788(N)    099 24 24.51756(W) AD(       ) 1
 AJ1378  NGVD 29 (07/19/86)  166.1    (m)          545.     (f) VERT ANG       
 AJ1378
 AJ1378.Superseded values are not recommended for survey control.
 AJ1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1378.See file dsdata.txt to determine how the superseded data were derived.
 AJ1378
 AJ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5980447439(NAD 83)
 AJ1378_MARKER: DS = TRIANGULATION STATION DISK
 AJ1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1378_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1378_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1378+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 AJ1378
 AJ1378  HISTORY     - Date     Condition        Report By
 AJ1378  HISTORY     - 1974     MONUMENTED       NGS
 AJ1378  HISTORY     - 1975     GOOD             NGS
 AJ1378  HISTORY     - 1980     GOOD             NGS
 AJ1378  HISTORY     - 1984     GOOD             TXHD
 AJ1378  HISTORY     - 20030108 GOOD             INDIV
 AJ1378
 AJ1378                          STATION DESCRIPTION
 AJ1378
 AJ1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1378'THE STATION IS ABOUT 3 MILES NORTH AND 5-1/2 MILES EAST OF LAREDO,
 AJ1378'ON A HIGH POINT OF A RIDGE AND ON THE NORTH RIGHT-OF-WAY OF U.S.
 AJ1378'HIGHWAY 59.
 AJ1378'
 AJ1378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 AJ1378'INTER-STATE HIGHWAY 35 IN LAREDO, GO EAST AND NORTHEASTERLY ON
 AJ1378'U.S. HIGHWAY 59 FOR 1.7 MILES TO THE ENTRANCE TO THE LAREDO AIR
 AJ1378'FORCE BASE, CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 59 FOR 4.25 MILES
 AJ1378'TO REFERENCE MARK 3 IN A CONCRETE CULVERT ON THE RIGHT.
 AJ1378'CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 59 FOR 0.5 MILE TO A
 AJ1378'TRACK ROAD LEFT.  TURN LEFT AND GO NORTHEASTERLY ON THE
 AJ1378'TRACK ROAD FOR 0.05 MILE TO THE HIGH POINT OF A RIDGE AND THE
 AJ1378'STATION TO THE LEFT.
 AJ1378'
 AJ1378'STATION MARKS ARE STANDARD DISKS STAMPED, CASA 1974.  SURFACE STATION
 AJ1378'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AJ1378'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  THE UNDERGROUND MARK IS
 AJ1378'SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND.
 AJ1378'THEY ARE 2.2 FEET SOUTH OF AN EAST-WEST FENCELINE, 3.5 FEET
 AJ1378'SOUTHEAST OF A METAL WITNESS POST AND 28.5 FEET NORTH OF A POWERLINE
 AJ1378'POLE NUMBERED 35-C5.
 AJ1378'
 AJ1378'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CASA NO 1 1974, SET IN
 AJ1378'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 AJ1378'INCHES ABOVE THE GROUND.  IT IS 0.9 FEET SOUTH OF THE FENCELINE,
 AJ1378'47.5 FEET NORTHEAST OF THE POWERLINE POLE, 45.5 FEET NORTH OF THE
 AJ1378'CENTER OF A TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE
 AJ1378'STATION.
 AJ1378'
 AJ1378'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, CASA NO 2 1974, SET IN
 AJ1378'THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT PROJECTS 5 INCHES
 AJ1378'ABOVE THE GROUND.  IT IS 2.0 FEET NORTH OF THE POWERLINE POLE, 24.0
 AJ1378'FEET NORTH OF THE CENTER OF THE TRACK ROAD, 28.5 FEET SOUTH OF
 AJ1378'THE WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AJ1378'
 AJ1378'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CASA NO 3 1974,
 AJ1378'CEMENTED IN A DRILLED HOLE IN THE EAST END OF A CONCRETE CULVERT.
 AJ1378'IT IS 1.8 FEET SOUTHEAST OF A METAL WITNESS POST AND 20.5 FEET
 AJ1378'SOUTH OF THE CENTER OF U.S. HIGHWAY 59.
 AJ1378'
 AJ1378'REFERENCE MARK 3 WAS USED AS THE AZIMUTH MARK.
 AJ1378'
 AJ1378'NEAREST TOWN--LAREDO.
 AJ1378'
 AJ1378'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 AJ1378
 AJ1378                          STATION RECOVERY (1975)
 AJ1378
 AJ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 AJ1378'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 AJ1378'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE
 AJ1378'VERIFIED.
 AJ1378'
 AJ1378'REFERENCE MARK NO. 3 AZI WILL BE DESTROYED BY ROAD CONSTRUCTION IN
 AJ1378'THE FUTURE.  REFERENCE MARK NO. 4 AZI WAS ESTABLISHED AS DESCRIBED
 AJ1378'BELOW.
 AJ1378'
 AJ1378'THE 1974 DESCRIPTION OF STATION AND TO REACH IS ADEQUATE.
 AJ1378'
 AJ1378'REFERENCE MARK NO. 4 AZI IS A STANDARD DISK, SET IN THE TOP OF A
 AJ1378'ROUND CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED
 AJ1378'CASA 1974 NO 4 AZI 1975.  IT IS 89 FEET WEST OF THE CENTER-LINE OF
 AJ1378'HIGHWAY, 3 FEET NORTH OF A HI-LINE POLE, 2 FEET SOUTHWEST OF A
 AJ1378'METAL WITNESS POST AND 1-FOOT SOUTHEAST OF THE FENCE-LINE AND EDGE
 AJ1378'OF RIGHT-OF-WAY.
 AJ1378'
 AJ1378'TO REACH THE MARK FROM THE STATION, GO SOUTHWEST ON U.S. HIGHWAY 59
 AJ1378'FOR 0.85 MILE TO MARK ON THE RIGHT.
 AJ1378'
 AJ1378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LAREDO 5-1/2 MILES
 AJ1378'EAST.
 AJ1378
 AJ1378                          STATION RECOVERY (1980)
 AJ1378
 AJ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AJ1378'THE STATION WAS RECOVERED IN GOOD CONDITION WITH THE EXCEPTION OF
 AJ1378'REFERENCE MARK 2 BEING DESTROYED.  THE DISTANCE AND DIRECTION TO RM
 AJ1378'1 CHECKED WITH THE 1974 DATA.  A NEW REFERENCE MARK 5 WAS ESTABLISHED
 AJ1378'AT THIS TIME.
 AJ1378'
 AJ1378'THE STATION IS LOCATED 5 MILES NORTHEAST OF LAREDO ON A HIGH CUT
 AJ1378'BANK ON THE NORTH SIDE OF U.S. HIGHWAY 59.
 AJ1378'
 AJ1378'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND U.S. HIGHWAY
 AJ1378'59 IN LAREDO GO NORTHEAST ON U.S. 59 FOR 5.6 MILES TO RM 4 ON THE
 AJ1378'LEFT.  CONTINUE ON U.S. 59 FOR 0.85 MILE TO A HIGH CUT BANK AND THE
 AJ1378'STATION ON THE LEFT AS DESCRIBED.
 AJ1378'
 AJ1378'STATION IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 AJ1378'PROJECTING 2 INCHES AND STAMPED---CASA 1974---.  IT IS 28 FEET NORTH
 AJ1378'OF A POWER POLE, 3.5 FEET SOUTHEAST OF A WITNESS POST AND 2 FEET
 AJ1378'SOUTH OF A FENCE.
 AJ1378'
 AJ1378'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---CASA NO1 1974---SET
 AJ1378'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS 47
 AJ1378'FEET NORTHEAST OF THE POWER POLE, 34 FEET NORTHEAST OF THE WITNESS
 AJ1378'POST AND 1 FOOT SOUTH OF A FENCE.
 AJ1378'
 AJ1378'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---CASA NO5 1974
 AJ1378'1980---SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 AJ1378'GROUND.  IT IS 30 FEET NORTHWEST OF THE POWER POLE AND 1 FOOT SOUTH
 AJ1378'OF THE FENCE.
 AJ1378'
 AJ1378'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---CASA 1974 NO4 AZI
 AJ1378'1975---SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 6
 AJ1378'INCHES.  IT IS 89 FEET WEST OF THE CENTER OF U.S. 59, 3 FEET NORTH
 AJ1378'OF A POWER POLE AND 2 FEET SOUTHWEST OF A WITNESS POST.
 AJ1378
 AJ1378                          STATION RECOVERY (1984)
 AJ1378
 AJ1378'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (WEH)
 AJ1378'STATION, RM NO. 1, FOUND AS DESCRIBED, IN GOOD CONDITION.  RM NO. 4,
 AJ1378'SET BY C.L.N. IN 1975 TO REPLACE RM NO. 3 AS AZ. MK., FOUND AS
 AJ1378'DESCRIBED IN RECOVERY NOTE, IN GOOD CONDITION.  RM NO. 2 APPEARS TO
 AJ1378'HAVE BEEN DESTROYED.  FOUND RM NO. 5 (APPROX LOCATION OF RM NO.
 AJ1378'2), NGS DISC WITH MAGNETIC SOURCE, SET FLUSH IN IRREGULAR MASS OF
 AJ1378'CONCRETE.
 AJ1378
 AJ1378                          STATION RECOVERY (2003)
 AJ1378
 AJ1378'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JR)
 AJ1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0158 ***********************************************************************
 BB0158  DESIGNATION -  CASA PIEDRA
 BB0158  PID         -  BB0158
 BB0158  STATE/COUNTY-  TX/PRESIDIO
 BB0158  USGS QUAD   -  CASA PIEDRA (1983)
 BB0158
 BB0158                         *CURRENT SURVEY CONTROL
 BB0158  ___________________________________________________________________
 BB0158* NAD 83(1993)-  29 44 13.26345(N)    104 03 13.86778(W)     ADJUSTED  
 BB0158* NAVD 88     -      1050.535  (meters)    3446.63   (feet)  ADJUSTED  
 BB0158  ___________________________________________________________________
 BB0158  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 BB0158  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BB0158  DYNAMIC HT  -        1048.828 (meters)    3441.03  (feet)  COMP
 BB0158  MODELED GRAV-     978,981.9   (mgal)                       NAVD 88
 BB0158
 BB0158  HORZ ORDER  -  SECOND
 BB0158  VERT ORDER  -  SECOND    CLASS 0
 BB0158
 BB0158.The horizontal coordinates were established by classical geodetic methods
 BB0158.and adjusted by the National Geodetic Survey in February 1996..
 BB0158
 BB0158.The orthometric height was determined by differential leveling
 BB0158.and adjusted by the National Geodetic Survey in June 1991..
 BB0158
 BB0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0158
 BB0158.The geoid height was determined by GEOID03.
 BB0158
 BB0158.The dynamic height is computed by dividing the NAVD 88
 BB0158.geopotential number by the normal gravity value computed on the
 BB0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0158.degrees latitude (g = 980.6199 gals.).
 BB0158
 BB0158.The modeled gravity was interpolated from observed gravity values.
 BB0158
 BB0158;                    North         East     Units Scale Factor Converg.
 BB0158;SPC TXSC     - 4,221,540.929   111,299.035   MT  0.99988778   -2 28 33.4
 BB0158;SPC TXSC     -13,850,172.20    365,153.58   sFT  0.99988778   -2 28 33.4
 BB0158;UTM  13      - 3,290,020.097   591,495.540   MT  0.99970329   +0 28 09.6
 BB0158
 BB0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0158!SPC TXSC     -   0.99983848  x   0.99988778  =   0.99972628
 BB0158!UTM  13      -   0.99983848  x   0.99970329  =   0.99954182
 BB0158
 BB0158:                Primary Azimuth Mark                     Grid Az
 BB0158:SPC TXSC     -  CASA PIEDRA AZ MK                        077 12 14.5
 BB0158:UTM  13      -  CASA PIEDRA AZ MK                        074 15 31.5
 BB0158
 BB0158|---------------------------------------------------------------------|
 BB0158| PID    Reference Object                     Distance      Geod. Az  |
 BB0158|                                                           dddmmss.s |
 BB0158| BB0255 CASA PIEDRA AZ MK                                  0744341.1 |
 BB0158| BB0159 CASA PIEDRA RM 1                     10.465 METERS 19607     |
 BB0158| BB0160 CASA PIEDRA RM 2                     12.019 METERS 31508     |
 BB0158|---------------------------------------------------------------------|
 BB0158
 BB0158                          SUPERSEDED SURVEY CONTROL
 BB0158
 BB0158  NAD 83(1986)-  29 44 13.25691(N)    104 03 13.86276(W) AD(       ) 2
 BB0158  NAD 27      -  29 44 12.62100(N)    104 03 12.15600(W) AD(       ) 2
 BB0158  NGVD 29 (??/??/92) 1050.185  (m)         3445.48   (f) ADJ UNCH    2 0
 BB0158
 BB0158.Superseded values are not recommended for survey control.
 BB0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0158.See file dsdata.txt to determine how the superseded data were derived.
 BB0158
 BB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN9149690020(NAD 83)
 BB0158_MARKER: DB = BENCH MARK DISK
 BB0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0158_STAMPING: CASA PIEDRA 1942
 BB0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0158+STABILITY: SURFACE MOTION
 BB0158
 BB0158  HISTORY     - Date     Condition        Report By
 BB0158  HISTORY     - 1942     MONUMENTED       CGS
 BB0158  HISTORY     - 1958     GOOD             AMS
 BB0158  HISTORY     - 1958     GOOD             NGS
 BB0158
 BB0158                          STATION DESCRIPTION
 BB0158
 BB0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BB0158'STATION IS LOCATED ABOUT 20 MILES NE OF PRESIDIO, ABOUT 12
 BB0158'MILES SE OF SHAFTER, ABOUT 100 YARDS NNE OF THE CASA PIEDRA POST
 BB0158'OFFICE, AND ABOUT 100 FEET N OF THE ROAD.  STATION CAN BE
 BB0158'FOUND EASILY FROM CASA PIEDRA POST OFFICE.
 BB0158'
 BB0158'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE
 BB0158'BLOCK WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 BB0158'STAMPED CASA PIEDRA 1942.
 BB0158'
 BB0158'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BB0158'
 BB0158'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A
 BB0158'CONCRETE BLOCK WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 BB0158'IT IS STAMPED CASA PIEDRA 1942 NO. 1.
 BB0158'
 BB0158'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A BLOCK
 BB0158'OF CONCRETE WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 BB0158'IT IS STAMPED CASA PIEDRA 1942 NO. 2.
 BB0158'
 BB0158'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE
 BB0158'BLOCK WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 BB0158'STAMPED CASA PIEDRA 1942.
 BB0158
 BB0158                          STATION RECOVERY (1958)
 BB0158
 BB0158'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BB0158'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 BB0158'DESCRIBED.
 BB0158'
 BB0158'THE STATION IS LOCATED 490 FEET NNE OF OLD POST OFFICE.  131
 BB0158'FEET NNE OF POINT OF GRASS FORMED BY Y ROAD INTERSECTION.  450
 BB0158'FEET N OF NE EDGE OF ESE, WNW TREE LINE.  185 FEET ENE OF NE
 BB0158'EDGE OF LONE BUSH.
 BB0158
 BB0158                          STATION RECOVERY (1958)
 BB0158
 BB0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0158'IN CASA PIEDRA.
 BB0158'AT CASA PIEDRA, 88 FEET NORTH OF THE CENTER LINE OF THE ROAD, 143
 BB0158'YARDS NORTH OF THE NORTHEAST CORNER OF THE C. L. VASQUEZ STORE AND
 BB0158'HOUSE, 34 1/2 FEET NORTH OF R.M. 1, 39 1/2 FEET SOUTHEAST OF CASA
 BB0158'PIEDRA  R.M. 2, 11 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 BB0158'FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BB0158'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0159 ***********************************************************************
 BB0159  DESIGNATION -  CASA PIEDRA RM 1
 BB0159  PID         -  BB0159
 BB0159  STATE/COUNTY-  TX/PRESIDIO
 BB0159  USGS QUAD   -  CASA PIEDRA (1983)
 BB0159
 BB0159                         *CURRENT SURVEY CONTROL
 BB0159  ___________________________________________________________________
 BB0159* NAD 83(1986)-  29 44 13.     (N)    104 03 14.     (W)     SCALED    
 BB0159* NAVD 88     -      1050.475  (meters)    3446.43   (feet)  ADJUSTED  
 BB0159  ___________________________________________________________________
 BB0159  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BB0159  DYNAMIC HT  -        1048.768 (meters)    3440.83  (feet)  COMP
 BB0159  MODELED GRAV-     978,981.9   (mgal)                       NAVD 88
 BB0159
 BB0159  VERT ORDER  -  SECOND    CLASS 0
 BB0159
 BB0159.The horizontal coordinates were scaled from a topographic map and have
 BB0159.an estimated accuracy of +/- 6 seconds.
 BB0159
 BB0159.The orthometric height was determined by differential leveling
 BB0159.and adjusted by the National Geodetic Survey in June 1991..
 BB0159
 BB0159.The geoid height was determined by GEOID03.
 BB0159
 BB0159.The dynamic height is computed by dividing the NAVD 88
 BB0159.geopotential number by the normal gravity value computed on the
 BB0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0159.degrees latitude (g = 980.6199 gals.).
 BB0159
 BB0159.The modeled gravity was interpolated from observed gravity values.
 BB0159
 BB0159;                    North         East    Units  Estimated Accuracy
 BB0159;SPC TXSC     - 4,221,530.      111,300.      MT  (+/- 180 meters Scaled)
 BB0159
 BB0159                          SUPERSEDED SURVEY CONTROL
 BB0159
 BB0159  NGVD 29 (??/??/92) 1050.125  (m)         3445.29   (f) ADJ UNCH    2 0
 BB0159
 BB0159.Superseded values are not recommended for survey control.
 BB0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0159.See file dsdata.txt to determine how the superseded data were derived.
 BB0159
 BB0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN914900(NAD 83)
 BB0159_MARKER: DB = BENCH MARK DISK
 BB0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0159_STAMPING: CASA PIEDRA NO 1 1942
 BB0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0159+STABILITY: SURFACE MOTION
 BB0159
 BB0159  HISTORY     - Date     Condition        Report By
 BB0159  HISTORY     - 1942     MONUMENTED       CGS
 BB0159  HISTORY     - 1958     GOOD             NGS
 BB0159
 BB0159                          STATION DESCRIPTION
 BB0159
 BB0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0159'IN CASA PIEDRA.
 BB0159'AT CASA PIEDRA, 143 YARDS NORTH OF THE NORTHEAST CORNER OF THE C. L.
 BB0159'VASQUEZ STORE AND HOUSE, 54 1/2 FEET NORTH OF THE CENTER LINE OF THE
 BB0159'ROAD, 34 1/2 FEET SOUTH OF TRIANGULATION STATION CASA PIEDRA, ABOUT
 BB0159'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 BB0159'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0160 ***********************************************************************
 BB0160  DESIGNATION -  CASA PIEDRA RM 2
 BB0160  PID         -  BB0160
 BB0160  STATE/COUNTY-  TX/PRESIDIO
 BB0160  USGS QUAD   -  CASA PIEDRA (1983)
 BB0160
 BB0160                         *CURRENT SURVEY CONTROL
 BB0160  ___________________________________________________________________
 BB0160* NAD 83(1986)-  29 44 13.     (N)    104 03 14.     (W)     SCALED    
 BB0160* NAVD 88     -      1050.530  (meters)    3446.61   (feet)  ADJUSTED  
 BB0160  ___________________________________________________________________
 BB0160  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BB0160  DYNAMIC HT  -        1048.823 (meters)    3441.01  (feet)  COMP
 BB0160  MODELED GRAV-     978,981.9   (mgal)                       NAVD 88
 BB0160
 BB0160  VERT ORDER  -  SECOND    CLASS 0
 BB0160
 BB0160.The horizontal coordinates were scaled from a topographic map and have
 BB0160.an estimated accuracy of +/- 6 seconds.
 BB0160
 BB0160.The orthometric height was determined by differential leveling
 BB0160.and adjusted by the National Geodetic Survey in June 1991..
 BB0160
 BB0160.The geoid height was determined by GEOID03.
 BB0160
 BB0160.The dynamic height is computed by dividing the NAVD 88
 BB0160.geopotential number by the normal gravity value computed on the
 BB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0160.degrees latitude (g = 980.6199 gals.).
 BB0160
 BB0160.The modeled gravity was interpolated from observed gravity values.
 BB0160
 BB0160;                    North         East    Units  Estimated Accuracy
 BB0160;SPC TXSC     - 4,221,530.      111,300.      MT  (+/- 180 meters Scaled)
 BB0160
 BB0160                          SUPERSEDED SURVEY CONTROL
 BB0160
 BB0160  NGVD 29 (??/??/92) 1050.18   (m)         3445.5    (f) COMPUTED    2 0
 BB0160
 BB0160.Superseded values are not recommended for survey control.
 BB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0160.See file dsdata.txt to determine how the superseded data were derived.
 BB0160
 BB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN914900(NAD 83)
 BB0160_MARKER: DB = BENCH MARK DISK
 BB0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0160_STAMPING: CASA PIEDRA NO 2 1942
 BB0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0160+STABILITY: SURFACE MOTION
 BB0160
 BB0160  HISTORY     - Date     Condition        Report By
 BB0160  HISTORY     - 1942     MONUMENTED       CGS
 BB0160  HISTORY     - 1958     GOOD             NGS
 BB0160
 BB0160                          STATION DESCRIPTION
 BB0160
 BB0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0160'IN CASA PIEDRA.
 BB0160'AT CASA PIEDRA, 98 FEET NORTH OF THE CENTER LINE OF THE ROAD, 135
 BB0160'YARDS NORTH OF THE NORTHEAST CORNER OF THE C. L. VASQUEZ STORE AND
 BB0160'HOUSE, 39 1/2 FEET NORTHWEST OF TRIANGULATION STATION CASA PIEDRA,
 BB0160'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 BB0160'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1369 ***********************************************************************
 AJ1369  DESIGNATION -  CASBEER
 AJ1369  PID         -  AJ1369
 AJ1369  STATE/COUNTY-  TX/WEBB
 AJ1369  USGS QUAD   -  TIOS CREEK (1965)
 AJ1369
 AJ1369                         *CURRENT SURVEY CONTROL
 AJ1369  ___________________________________________________________________
 AJ1369* NAD 83(1993)-  27 30 22.82902(N)    099 19 44.63280(W)     ADJUSTED  
 AJ1369* NAVD 88     -       206.0    (meters)     676.     (feet)  VERTCON   
 AJ1369  ___________________________________________________________________
 AJ1369  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AJ1369  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AJ1369
 AJ1369  HORZ ORDER  -  FIRST
 AJ1369
 AJ1369.The horizontal coordinates were established by classical geodetic methods
 AJ1369.and adjusted by the National Geodetic Survey in February 1996..
 AJ1369
 AJ1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1369
 AJ1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1369
 AJ1369.The geoid height was determined by GEOID03.
 AJ1369
 AJ1369;                    North         East     Units Scale Factor Converg.
 AJ1369;SPC TX S     - 5,204,092.226   218,089.078   MT  0.99993353   -0 22 35.0
 AJ1369;SPC TX S     -17,073,759.24    715,513.92   sFT  0.99993353   -0 22 35.0
 AJ1369;UTM  14      - 3,042,562.339   467,499.183   MT  0.99961304   -0 09 07.1
 AJ1369
 AJ1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1369!SPC TX S     -   0.99997145  x   0.99993353  =   0.99990498
 AJ1369!UTM  14      -   0.99997145  x   0.99961304  =   0.99958450
 AJ1369
 AJ1369:                Primary Azimuth Mark                     Grid Az
 AJ1369:SPC TX S     -  LAREDO ATT MICROWAVE                     018 24 19.8
 AJ1369:UTM  14      -  LAREDO ATT MICROWAVE                     018 10 51.9
 AJ1369
 AJ1369|---------------------------------------------------------------------|
 AJ1369| PID    Reference Object                     Distance      Geod. Az  |
 AJ1369|                                                           dddmmss.s |
 AJ1369| AJ1371 LAREDO ATT MICROWAVE                APPROX. 9.1 KM 0180144.8 |
 AJ1369| CV3024 CASBEER RM 2                         16.039 METERS 02508     |
 AJ1369| AJ1408 WINDMILL SOUTH OF STA FORT          APPROX.12.1 KM 2270456.0 |
 AJ1369| AJ1411 LAREDO USI AND NS MAST              APPROX.10.5 KM 2390255.3 |
 AJ1369| AJ1410 VORTAC LAREDO LRD                   APPROX. 9.3 KM 2504600.9 |
 AJ1369| CV3023 CASBEER RM                            8.140 METERS 25810     |
 AJ1369| CV3026 CASBEER RM 4                                       2622915.0 |
 AJ1369| CV3025 CASBEER RM 3                         19.136 METERS 26656     |
 AJ1369| AJ1383 WINDMILL EAST OF STATION ORVIL      APPROX.20.2 KM 3204958.0 |
 AJ1369|---------------------------------------------------------------------|
 AJ1369
 AJ1369                          SUPERSEDED SURVEY CONTROL
 AJ1369
 AJ1369  NAD 83(1986)-  27 30 22.82716(N)    099 19 44.60580(W) AD(       ) 1
 AJ1369  NAD 27      -  27 30 21.76600(N)    099 19 43.47800(W) AD(       ) 1
 AJ1369  NGVD 29 (07/19/86)  206.0    (m)          676.     (f) VERT ANG       
 AJ1369
 AJ1369.Superseded values are not recommended for survey control.
 AJ1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1369.See file dsdata.txt to determine how the superseded data were derived.
 AJ1369
 AJ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR6749942562(NAD 83)
 AJ1369_MARKER: DS = TRIANGULATION STATION DISK
 AJ1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1369
 AJ1369  HISTORY     - Date     Condition        Report By
 AJ1369  HISTORY     - 1917     MONUMENTED       CGS
 AJ1369  HISTORY     - 1942     GOOD             LOCSUR
 AJ1369  HISTORY     - 1956     GOOD             USAF
 AJ1369  HISTORY     - 1965     GOOD             USGS
 AJ1369  HISTORY     - 1974     GOOD             NGS
 AJ1369
 AJ1369                          STATION DESCRIPTION
 AJ1369
 AJ1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1369'STATION IS 1 MILE NE OF AN OLD WAGON ROAD AND 1 MILE N OF
 AJ1369'THE TEXAS-MEXICAN RAILWAY, ON TOP OF THE MOST PROMINENT HILL
 AJ1369'IN THE VICINITY.
 AJ1369'
 AJ1369'SURFACE-STATION MARK AND REFERENCE MARK ARE STANDARD BRONZE
 AJ1369'DISKS SET IN BLOCKS OF CONCRETE.
 AJ1369'
 AJ1369'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1369'
 AJ1369'REFERENCE MARK IS 8.140 METERS (26.71 FEET) FROM THE STATION,
 AJ1369'S 78 DEG 10 MIN W.
 AJ1369'
 AJ1369'TO REACH THE STATION FROM LAREDO, TAKE THE ROAD ALONG THE
 AJ1369'STREET-CAR TRACKS ABOUT 4 MILES TOWARD THE TARGET RANGE.
 AJ1369'ABOUT 1/2 MILE BEFORE THE RANGE IS REACHED THE ROAD FORKS.  TAKE
 AJ1369'THE LEFT ROAD WHICH PASSES BETWEEN THE STABLES AND SHACKS
 AJ1369'AT THE RANGE, DOWNHILL, THROUGH A GATE, ACROSS RAILROAD PAST
 AJ1369'AN OLD RANCH AND SHACK, TO THE S OF A DIRT TANK, ALONG A ROUGH
 AJ1369'ROAD ABOUT 4-1/2 MILES FROM THE TARGET RANGE TO THE TOP OF A
 AJ1369'HILL, THEN CONTINUE ON THE ROAD
 AJ1369'FOR 1-1/2 MILES TO A LARGE DIRT TANK, AND BEAR N OF E ACROSS
 AJ1369'COUNTRY TO THE TOP OF THE HILL AND STATION.
 AJ1369
 AJ1369                          STATION RECOVERY (1942)
 AJ1369
 AJ1369'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 AJ1369'RECOVERED BY GEOPHYSICAL SURVEYS
 AJ1369'
 AJ1369'STATION RECOVERED IN GOOD CONDITION.
 AJ1369
 AJ1369                          STATION RECOVERY (1956)
 AJ1369
 AJ1369'RECOVERY NOTE BY US AIR FORCE 1956 (HRK)
 AJ1369'LETTER OF MR. HARRY R. KAHLER, R.A.D.C., GRIFFISS AIR FORCE
 AJ1369'BASE, ROME, NEW YORK, DATED OCTOBER 2, 1956--
 AJ1369'
 AJ1369'STATION WAS FOUND IN GOOD CONDITION.
 AJ1369
 AJ1369                          STATION RECOVERY (1965)
 AJ1369
 AJ1369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AJ1369'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A STANDARD
 AJ1369'TRIANG. DISK SET IN A CONCRETE POST WHICH PROJECTS ABOUT
 AJ1369'0.2 FOOT.
 AJ1369'
 AJ1369'NEW TO REACH--FROM THE POST OFFICE IN LAREDO, GO EAST 02.6
 AJ1369'MILES ON U.S. HWY 83 TO A JCT WITH STATE HWY 359.  THENCE EAST
 AJ1369'ON STATE HWY 359 FOR 07.0 MILES TO A GATE ON THE LEFT (N)
 AJ1369'SIDE OF THE HIGHWAY AND ON THE WEST SIDE OF A FENCE CORNER.
 AJ1369'TURN LEFT AND GO NORTH ON A PRIVATE ROAD ALONG THE WEST SIDE
 AJ1369'OF A FENCE LINE FOR 0.8 MILE TO A RR CROSSING.  CONTINUE
 AJ1369'NORTH ANOTHER 0.4 MILE TO A T-ROAD JCT.  THENCE RIGHT (E) FOR
 AJ1369'0.05 MILE TO A T-JCT.  PASS THROUGH FENCE GATE ON THE SOUTH
 AJ1369'AND CONTINUE EAST FOR 01.5 MILES TO THE TOP OF A HILL
 AJ1369'OPPOSITE A STEEL DEER BLIND.  THE STATION IS ABOUT 200 FEET
 AJ1369'NORTH OF THE FENCE ON THE HIGHEST PART OF THE HILL.
 AJ1369'
 AJ1369'STATION MARK - STANDARD NGS DISK STAMPED ---CASBEER 1917--- SET IN A
 AJ1369'CONCRETE POST WHICH PROJECTS ABOUT 0.3 FT.
 AJ1369
 AJ1369                          STATION RECOVERY (1974)
 AJ1369
 AJ1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1369'THE STATION MARK WAS RECOVERED IN GOOD CONDITION BUT THE
 AJ1369'REFERENCE MARK WAS NOT FOUND.  REFERENCE MARKS 2, 3 AND 4
 AJ1369'WERE ESTABLISHED AT THIS TIME.  FOLLOWING IS A NEW DESCRIPTION.
 AJ1369'
 AJ1369'THE STATION IS ABOUT 10 MILES EAST OF LAREDO, 21 MILES
 AJ1369'WEST-NORTHWEST OF MIRANDO CITY AND ON PROPERTY OWNED BY
 AJ1369'KILLIM AND HURD.  MR. DOUGLAS HUNT IS CARETAKER OF THE PROPERTY
 AJ1369'AND GAVE PERMISSION.  HIS OFFICE IS AT 1020 SALINAS STREET
 AJ1369'IN LAREDO, TELEPHONE NUMBER 723-3676.
 AJ1369'
 AJ1369'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 AJ1369'AND STATE HIGHWAY 359 IN THE EAST PART OF LAREDO, GO EASTERLY
 AJ1369'ON HIGHWAY 359 FOR 7.2 MILES TO A GATE ON THE LEFT.  TURN
 AJ1369'LEFT, PASSING THROUGH THE GATE AND GO NORTH FOR 0.9 MILE
 AJ1369'TO TWO GATES AT A RAILROAD TRACK.  PASS THROUGH THE GATES
 AJ1369'AND CONTINUE NORTH ON A TRACK ROAD FOR 0.45 MILE TO A T-ROAD
 AJ1369'AT A FENCE CORNER.  TURN RIGHT AND GO EAST FOR 0.05 MILE
 AJ1369'TO A GATE ON THE RIGHT.  PASS THROUGH THE GATE, TURN LEFT,
 AJ1369'AND CONTINUE EASTERLY ALONG THE SOUTH SIDE OF THE FENCE
 AJ1369'FOR 0.5 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 AJ1369'EASTERLY FOR 0.05 MILE TO A GATE ON THE LEFT.  TURN LEFT,
 AJ1369'THEN RIGHT, PASSING THROUGH THE GATE AND CONTINUE EASTERLY
 AJ1369'ALONG THE NORTH SIDE OF THE FENCE FOR 0.05 MILE TO
 AJ1369'REFERENCE MARK 4 ON THE RIGHT.  CONTINUE EASTERLY, PASSING
 AJ1369'THROUGH A GATE FOR 0.5 MILE TO THE STATION ON THE LEFT.
 AJ1369'
 AJ1369'STATION MARK IS A STANDARD DISK, STAMPED CASBEER 1917, SET
 AJ1369'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 AJ1369'2 INCHES ABOVE THE GROUND.  IT IS 237.0 FEET NORTH OF THE
 AJ1369'FENCE AND 3.5 FEET NORTH-NORTHWEST OF A WITNESS POST.
 AJ1369'
 AJ1369'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CASBEER 1917 NO
 AJ1369'2 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AJ1369'MONUMENT, THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 291.0
 AJ1369'FEET NORTH OF THE FENCE, 54.5 FEET NORTH-NORTHEAST OF THE
 AJ1369'WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 AJ1369'
 AJ1369'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CASBEER 1917
 AJ1369'NO 3 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AJ1369'MONUMENT, THAT PROJECTS 9 INCHES ABOVE THE GROUND.  IT IS
 AJ1369'231.0 FEET NORTH OF THE FENCE, 65.0 FEET WEST OF THE WITNESS
 AJ1369'POST AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 AJ1369'
 AJ1369'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CASBEER 1917
 AJ1369'NO 4 1974, SET IN THE TOP OF A 10-INCH CYLINDRICAL MONUMENT,
 AJ1369'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 12.0 FEET
 AJ1369'NORTH OF THE CENTER OF THE ROAD, 1.5 FEET EAST OF A WITNESS
 AJ1369'POST AND 1 FOOT NORTH OF A FENCE.  THIS MARK
 AJ1369'SERVES AS THE AZIMUTH MARK.
 AJ1369'
 AJ1369'HEIGHT OF LIGHT ABOVE STATION MARK 73.5 FEET.
 AJ1369'
 AJ1369'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 AJ1369'EAST OF LAREDO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0823 ***********************************************************************
 CR0823  DESIGNATION -  CASE
 CR0823  PID         -  CR0823
 CR0823  STATE/COUNTY-  TX/RAINS
 CR0823  USGS QUAD   -  ALBA (1981)
 CR0823
 CR0823                         *CURRENT SURVEY CONTROL
 CR0823  ___________________________________________________________________
 CR0823* NAD 83(1993)-  32 48 08.08932(N)    095 38 56.39571(W)     ADJUSTED  
 CR0823* NAVD 88     -       151.677  (meters)     497.63   (feet)  ADJUSTED  
 CR0823  ___________________________________________________________________
 CR0823  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CR0823  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CR0823  DYNAMIC HT  -         151.506 (meters)     497.07  (feet)  COMP
 CR0823  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 CR0823
 CR0823  HORZ ORDER  -  SECOND
 CR0823  VERT ORDER  -  FIRST     CLASS II
 CR0823
 CR0823.The horizontal coordinates were established by classical geodetic methods
 CR0823.and adjusted by the National Geodetic Survey in February 1996..
 CR0823
 CR0823.The orthometric height was determined by differential leveling
 CR0823.and adjusted by the National Geodetic Survey in June 1991..
 CR0823
 CR0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0823
 CR0823.The geoid height was determined by GEOID03.
 CR0823
 CR0823.The dynamic height is computed by dividing the NAVD 88
 CR0823.geopotential number by the normal gravity value computed on the
 CR0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0823.degrees latitude (g = 980.6199 gals.).
 CR0823
 CR0823.The modeled gravity was interpolated from observed gravity values.
 CR0823
 CR0823;                    North         East     Units Scale Factor Converg.
 CR0823;SPC TXNC     - 2,129,546.986   866,963.734   MT  0.99988204   +1 33 17.7
 CR0823;SPC TXNC     - 6,986,688.74  2,844,363.52   sFT  0.99988204   +1 33 17.7
 CR0823;UTM  15      - 3,632,472.095   251,954.231   MT  1.00035872   -1 26 08.9
 CR0823
 CR0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0823!SPC TXNC     -   0.99998028  x   0.99988204  =   0.99986232
 CR0823!UTM  15      -   0.99998028  x   1.00035872  =   1.00033899
 CR0823
 CR0823:                Primary Azimuth Mark                     Grid Az
 CR0823:SPC TXNC     -  QUITMAN SERV PLINE CO RAD MAST           075 53 57.8
 CR0823:UTM  15      -  QUITMAN SERV PLINE CO RAD MAST           078 53 24.4
 CR0823
 CR0823|---------------------------------------------------------------------|
 CR0823| PID    Reference Object                     Distance      Geod. Az  |
 CR0823|                                                           dddmmss.s |
 CR0823| CR1256 QUITMAN SERV PLINE CO RAD MAST      APPROX.15.4 KM 0772715.5 |
 CR0823| CR1320 ALBA MUNICIPAL TANK                 APPROX. 1.7 KM 1360916.8 |
 CR0823| CR0824 CASE AZ MK                                         3032508.6 |
 CR0823|---------------------------------------------------------------------|
 CR0823
 CR0823                          SUPERSEDED SURVEY CONTROL
 CR0823
 CR0823  NAD 83(1993)-  32 48 08.09350(N)    095 38 56.38560(W) AD(       ) 2
 CR0823  NAD 83(1986)-  32 48 08.09578(N)    095 38 56.38255(W) AD(       ) 2
 CR0823  NAD 27      -  32 48 07.64760(N)    095 38 55.52600(W) AD(       ) 2
 CR0823  NGVD 29 (??/??/92)  151.696  (m)          497.69   (f) ADJ UNCH    1 2
 CR0823
 CR0823.Superseded values are not recommended for survey control.
 CR0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0823.See file dsdata.txt to determine how the superseded data were derived.
 CR0823
 CR0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5195432472(NAD 83)
 CR0823_MARKER: DS = TRIANGULATION STATION DISK
 CR0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0823_STAMPING: CASE 1957
 CR0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0823+STABILITY: SURFACE MOTION
 CR0823
 CR0823  HISTORY     - Date     Condition        Report By
 CR0823  HISTORY     - 1957     MONUMENTED       CGS
 CR0823  HISTORY     - 1959     GOOD             NGS
 CR0823  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0823  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0823
 CR0823                          STATION DESCRIPTION
 CR0823
 CR0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR0823'THE STATION IS LOCATED ABOUT 1.0 MILE NORTHWEST OF ALBA, ABOUT
 CR0823'100 YARDS EAST OF U.S. HIGHWAY NO. 69 ON A SMALL KNOLL WITH
 CR0823'TWO LARGE CEDAR TREES IN FRONT OF A SMALL HOUSE, 82 FEET
 CR0823'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL HOUSE,
 CR0823'43 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A WOOD SHED
 CR0823'AND 21 FEET NORTH OF A SMALL TREE.  THE MARK IS SET FLUSH
 CR0823'WITH THE SURFACE OF THE GROUND AND IS STAMPED CASE 1957.
 CR0823'
 CR0823'NO REFERENCE MARKS WERE ESTABLISHED.
 CR0823'
 CR0823'AZIMUTH MARK IS 51 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 CR0823'NO. 69, 3 FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF
 CR0823'A FENCE CORNER AND 1 FOOT SOUTHWEST OF A WITNESS POST.  THE
 CR0823'MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR0823'STAMPED CASE 1957.
 CR0823'
 CR0823'TO REACH THE STATION FROM THE POST OFFICE IN ALBA, GO WEST
 CR0823'FOR 0.1 MILE TO U.S. HIGHWAY NO. 69, TURN RIGHT AND GO NORTHWEST
 CR0823'ON U.S. HIGHWAY NO. 69 FOR 1.0 MILE TO A DRIVE WAY ON THE RIGHT
 CR0823'AND A GATE, TURN RIGHT AND PASS THROUGH THE GATE AND GO
 CR0823'NORTHEAST FOR 0.1 MILE TO THE SMALL HOUSE AND THE STATION AS
 CR0823'DESCRIBED.
 CR0823'
 CR0823'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST FOR 0.1
 CR0823'MILE TO U.S. HIGHWAY NO. 69, TURN RIGHT ON U.S. HIGHWAY NO.
 CR0823'69 AND GO NORTHWEST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 CR0823'RIGHT AS DESCRIBED.
 CR0823'
 CR0823'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 CR0823
 CR0823                          STATION RECOVERY (1959)
 CR0823
 CR0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CR0823'1.25 MI NW FROM ALBA.
 CR0823'ABOUT 1.15 MILES NORTHWEST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE
 CR0823'AT ALBA, THENCE ABOUT 0.1 MILE NORTHEAST TO A HOUSE ON A HILL WITH TWO
 CR0823'LARGE CEDAR TREES IN THE FRONT YARD, ABOUT 0.5 MILE NORTHWEST OF THE
 CR0823'RAINS-WOOD COUNTY LINE, 100 FEET NORTH-NORTHEAST OF A 15-INCH WALNUT
 CR0823'TREE, 84 FEET NORTH-NORTHEAST OF A WATER PUMP, 81 FEET NORTH OF THE
 CR0823'NORTHEAST CORNER OF THE HOUSE, 42.8 FEET EAST OF THE EAST WALL OF AN
 CR0823'OLD SHED, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CR0823
 CR0823                          STATION RECOVERY (1995)
 CR0823
 CR0823'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0823'MARK NOT FOUND.
 CR0823
 CR0823                          STATION RECOVERY (2004)
 CR0823
 CR0823'RECOVERY NOTE BY US POWER SQUADRON 2004 (TJ)
 CR0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0824 ***********************************************************************
 CR0824  DESIGNATION -  CASE AZ MK
 CR0824  PID         -  CR0824
 CR0824  STATE/COUNTY-  TX/RAINS
 CR0824  USGS QUAD   -  ALBA (1981)
 CR0824
 CR0824                         *CURRENT SURVEY CONTROL
 CR0824  ___________________________________________________________________
 CR0824* NAD 83(1986)-  32 48 18.     (N)    095 39 16.     (W)     SCALED    
 CR0824* NAVD 88     -       144.315  (meters)     473.47   (feet)  ADJUSTED  
 CR0824  ___________________________________________________________________
 CR0824  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CR0824  DYNAMIC HT  -         144.152 (meters)     472.94  (feet)  COMP
 CR0824  MODELED GRAV-     979,509.6   (mgal)                       NAVD 88
 CR0824
 CR0824  VERT ORDER  -  FIRST     CLASS II
 CR0824
 CR0824.The horizontal coordinates were scaled from a topographic map and have
 CR0824.an estimated accuracy of +/- 6 seconds.
 CR0824
 CR0824.The orthometric height was determined by differential leveling
 CR0824.and adjusted by the National Geodetic Survey in June 1991..
 CR0824
 CR0824.The geoid height was determined by GEOID03.
 CR0824
 CR0824.The dynamic height is computed by dividing the NAVD 88
 CR0824.geopotential number by the normal gravity value computed on the
 CR0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0824.degrees latitude (g = 980.6199 gals.).
 CR0824
 CR0824.The modeled gravity was interpolated from observed gravity values.
 CR0824
 CR0824;                    North         East    Units  Estimated Accuracy
 CR0824;SPC TXNC     - 2,129,840.      866,450.      MT  (+/- 180 meters Scaled)
 CR0824
 CR0824                          SUPERSEDED SURVEY CONTROL
 CR0824
 CR0824  NGVD 29 (??/??/92)  144.334  (m)          473.54   (f) ADJ UNCH    1 2
 CR0824
 CR0824.Superseded values are not recommended for survey control.
 CR0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0824.See file dsdata.txt to determine how the superseded data were derived.
 CR0824
 CR0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS514327(NAD 83)
 CR0824_MARKER: DZ = AZIMUTH MARK DISK
 CR0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0824_STAMPING: CASE 1957
 CR0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0824+STABILITY: SURFACE MOTION
 CR0824
 CR0824  HISTORY     - Date     Condition        Report By
 CR0824  HISTORY     - 1957     MONUMENTED       CGS
 CR0824  HISTORY     - 1959     GOOD             NGS
 CR0824  HISTORY     - 19950808 GOOD             USPSQD
 CR0824  HISTORY     - 20040605 POOR             USPSQD
 CR0824
 CR0824                          STATION DESCRIPTION
 CR0824
 CR0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0824'1.55 MI NW FROM ALBA.
 CR0824'ABOUT 1.55 MILES NORTHWEST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE
 CR0824'AT ALBA, ABOUT 0.95 MILE NORTHWEST OF THE RAINS-WOOD COUNTY LINE, 51
 CR0824'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 69, 10 1/2 FEET
 CR0824'SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY LEADING TO THE HOMER
 CR0824'FOSTER FARM, 7 FEET SOUTHWEST OF A 6-INCH ELM TREE, 2 1/2 FEET EAST OF
 CR0824'A POWER POLE, 1 1/2 FEET NORTH OF A FENCE CORNER, 1.0 FOOT SOUTHWEST
 CR0824'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 CR0824'FLUSH WITH THE GROUND.
 CR0824
 CR0824                          STATION RECOVERY (1995)
 CR0824
 CR0824'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0824'RECOVERED IN GOOD CONDITION.
 CR0824
 CR0824                          STATION RECOVERY (2004)
 CR0824
 CR0824'RECOVERY NOTE BY US POWER SQUADRON 2004 (TJ)
 CR0824'SURVEY DISK IS MISSING, BUT HOLE IN CONCRETE STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2570 ***********************************************************************
 CS2570  DESIGNATION -  CASH RESET
 CS2570  PID         -  CS2570
 CS2570  STATE/COUNTY-  TX/HUNT
 CS2570  USGS QUAD   -  WEST TAWAKONI (1980)
 CS2570
 CS2570                         *CURRENT SURVEY CONTROL
 CS2570  ___________________________________________________________________
 CS2570* NAD 83(1993)-  32 57 47.39100(N)    096 06 32.59110(W)     ADJUSTED  
 CS2570* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 CS2570  ___________________________________________________________________
 CS2570  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CS2570  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS2570
 CS2570  HORZ ORDER  -  SECOND
 CS2570
 CS2570.The horizontal coordinates were established by classical geodetic methods
 CS2570.and adjusted by the National Geodetic Survey in February 1996..
 CS2570
 CS2570.The orthometric height was scaled from a topographic map.
 CS2570
 CS2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2570
 CS2570.The geoid height was determined by GEOID03.
 CS2570
 CS2570;                    North         East     Units Scale Factor Converg.
 CS2570;SPC TXNC     - 2,146,311.479   823,486.975   MT  0.99987381   +1 18 14.4
 CS2570;SPC TXNC     - 7,041,690.24  2,701,723.52   sFT  0.99987381   +1 18 14.4
 CS2570;UTM  14      - 3,650,914.467   770,219.507   MT  1.00050042   +1 34 26.1
 CS2570
 CS2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2570!SPC TXNC     -   0.99998123  x   0.99987381  =   0.99985504
 CS2570!UTM  14      -   0.99998123  x   1.00050042  =   1.00048164
 CS2570
 CS2570|---------------------------------------------------------------------|
 CS2570| PID    Reference Object                     Distance      Geod. Az  |
 CS2570|                                                           dddmmss.s |
 CS2570| CX9158 CASH RM 1                                          17252     |
 CS2570| CX9157 CASH AZ MK                                         1734742.9 |
 CS2570| CX9162 CASH RM 5                            12.015 METERS 19424     |
 CS2570| CX9159 CASH RM 2                                          26747     |
 CS2570| CX9160 CASH RM 3                            12.403 METERS 33114     |
 CS2570| CX9161 CASH RM 4                            28.840 METERS 34441     |
 CS2570|---------------------------------------------------------------------|
 CS2570
 CS2570                          SUPERSEDED SURVEY CONTROL
 CS2570
 CS2570  NAD 83(1993)-  32 57 47.39181(N)    096 06 32.58515(W) AD(       ) 2
 CS2570  NAD 83(1986)-  32 57 47.39702(N)    096 06 32.57793(W) AD(       ) 2
 CS2570  NAD 27      -  32 57 46.96400(N)    096 06 31.67100(W) AD(       ) 2
 CS2570
 CS2570.Superseded values are not recommended for survey control.
 CS2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2570.See file dsdata.txt to determine how the superseded data were derived.
 CS2570
 CS2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7022050914(NAD 83)
 CS2570_MARKER: DS = TRIANGULATION STATION DISK
 CS2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2570_SP_SET: INTO TOP OF CONCRETE MONUMENT
 CS2570_STAMPING: CASH 1949 1977
 CS2570_PROJECTION: RECESSED 45 CENTIMETERS
 CS2570
 CS2570  HISTORY     - Date     Condition        Report By
 CS2570  HISTORY     - 1978     MONUMENTED       NGS
 CS2570  HISTORY     - 19760323 MARK NOT FOUND   USGS
 CS2570
 CS2570                          STATION DESCRIPTION
 CS2570
 CS2570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CS2570'THE STATION SURFACE MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 CS2570'MARK WERE FOUND TO HAVE BEEN DESTROYED.  THE STATION SUB-SURFACE
 CS2570'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 CS2570'
 CS2570'THE STATION SURFACE MARK, REFERENCE MARKS 3, 4 AND 5, AND AZIMUTH
 CS2570'MARK WERE RE-ESTABLISHED AT THIS TIME.
 CS2570'
 CS2570'POLARIS WAS OBSERVED AT THIS TIME.
 CS2570'
 CS2570'NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS2570'
 CS2570'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF GREENVILLE, 4 MILES
 CS2570'NORTH-NORTHEAST OF QUINILAN, 2 MILES SOUTH OF CASH AND 1-1/2 MILES
 CS2570'NORTH OF BOLES ORPHONAGE.
 CS2570'
 CS2570'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 34 AND
 CS2570'FARM ROAD 1564, IN CASH.  (NOTE--FARM ROAD 1564 WILL LEAD WEST AT
 CS2570'THE INTERSECTION) GO SOUTH ON STATE HIGHWAY 34 FOR 1.6 MILES TO
 CS2570'AZIMUTH MARK ON THE LEFT IN HEADWALL OF CULVERT.  CONTINUE SOUTH ON
 CS2570'STATE HIGHWAY 34 FOR 0.9 MILE TO STATION ON THE RIGHT, IN
 CS2570'CULIVATED FIELD.
 CS2570'
 CS2570'STATION MARK IS A STANDARD DISK, SET IN A CONCRETE POST, THAT IS
 CS2570'ABOUT 18-INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED CASH
 CS2570'1949 1977.  IT IS 65.6 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 CS2570'48.3 FEET NORTH OF THE EAST END OF GATE, 33.9 FEET SOUTHWEST OF AN
 CS2570'IRON ROD, THAT PROJECTS ABOUT 20-INCHES, AND HAS A ORANGE PAINTED
 CS2570'METAL TRIANGULAR SHAPE MARKER AND 15.8 FEET WEST OF FENCE LINE
 CS2570'AND METAL WITNESS POST.
 CS2570'
 CS2570'REFERENCE MARK NO. 3 IS A CAST ALUMINUM MONUMENT, THAT PROJECTS ABOUT
 CS2570'6-INCHES AND THE CAST ALUMINUM CAP IS STAMPED CASH 1949 NO 3 1978.
 CS2570'IT IS 51 FEET WEST OF THE CENTER LINE OF HIGHWAY, 10 FEET NORTH OF
 CS2570'THE EAST END OF GATE, 1-FOOT NORTH OF A METAL WITNESS POST AND SET IN
 CS2570'FENCE LINE.
 CS2570'
 CS2570'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN AN IRREGULAR MASS
 CS2570'OF CONCRETE, THAT IS FLUSH WITH THE GROUND AND IS STAMPED CASH 1949
 CS2570'NO 4 1977.  IT IS 55 FEET NORTH-NORTHWEST OF A MAIL BOX, 53 FEET
 CS2570'WEST OF THE CENTER LINE OF HIGHWAY AND 35 FEET SOUTH-SOUTHEAST OF
 CS2570'THE EAST END OF GATE.
 CS2570'
 CS2570'REFERENCE MARK NO. 5 IS A CAST ALUMINUM MONUMENT, THAT PROJECTS ABOUT
 CS2570'6 INCHES AND THE CAST ALUMINUM CAP IS STAMPED CASH 1949 NO 5 1978.
 CS2570'IT IS 51 FEET WEST OF THE CENTER LINE OF HIGHWAY, 2 FEET SOUTH OF A
 CS2570'LARGE BRACED FENCE POST, 1-FOOT SOUTH OF A METAL WITNESS POST AND
 CS2570'ABOUT 0.6 FEET EAST OF THE FENCE LINE.
 CS2570'
 CS2570'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE, OF THE NORTH
 CS2570'END OF THE EAST HEADWALL OF CULVERT AND IS STAMPED CASH 1949
 CS2570'1978.  IT IS 29 FEET EAST OF THE CENTER OF HIGHWAY, 0.8 FEET SOUTH
 CS2570'OF THE NORTH END OF CULVERT AND ABOUT 2 FEET LOWER IN ELEVATION THAN
 CS2570'THE ROAD BED.
 CS2570'
 CS2570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CASH S-2 MILES.
 CS2570
 CS2570                          STATION RECOVERY (1976)
 CS2570
 CS2570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JCD)
 CS2570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0750 ***********************************************************************
 EM0750  DESIGNATION -  CASHION 2
 EM0750  PID         -  EM0750
 EM0750  STATE/COUNTY-  TX/WICHITA
 EM0750  USGS QUAD   -  BURKBURNETT (1981)
 EM0750
 EM0750                         *CURRENT SURVEY CONTROL
 EM0750  ___________________________________________________________________
 EM0750* NAD 83(1993)-  34 01 17.80973(N)    098 31 09.65577(W)     ADJUSTED  
 EM0750* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 EM0750  ___________________________________________________________________
 EM0750  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 EM0750  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EM0750
 EM0750  HORZ ORDER  -  SECOND
 EM0750
 EM0750.The horizontal coordinates were established by classical geodetic methods
 EM0750.and adjusted by the National Geodetic Survey in February 1996..
 EM0750
 EM0750.The orthometric height was scaled from a topographic map.
 EM0750
 EM0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0750
 EM0750.The geoid height was determined by GEOID03.
 EM0750
 EM0750;                    North         East     Units Scale Factor Converg.
 EM0750;SPC TXNC     - 2,261,154.620   598,212.888   MT  1.00001579   -0 00 38.0
 EM0750;SPC TXNC     - 7,418,471.45  1,962,636.78   sFT  1.00001579   -0 00 38.0
 EM0750;UTM  14      - 3,764,656.623   544,376.045   MT  0.99962427   +0 16 08.2
 EM0750
 EM0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0750!SPC TXNC     -   0.99995325  x   1.00001579  =   0.99996904
 EM0750!UTM  14      -   0.99995325  x   0.99962427  =   0.99957754
 EM0750
 EM0750:                Primary Azimuth Mark                     Grid Az
 EM0750:SPC TXNC     -  SHEPPARD AFB TANK                        154 39 58.4
 EM0750:UTM  14      -  SHEPPARD AFB TANK                        154 23 12.2
 EM0750
 EM0750|---------------------------------------------------------------------|
 EM0750| PID    Reference Object                     Distance      Geod. Az  |
 EM0750|                                                           dddmmss.s |
 EM0750| DO0783 SHEPPARD AFB TANK                   APPROX. 3.9 KM 1543920.4 |
 EM0750| DO0784 AIRPORT BCN SHEPPARD AFB            APPROX. 6.3 KM 1693911.5 |
 EM0750| CX6871 CASHION 2 AZ MK                                    1782154.0 |
 EM0750| CX6872 CASHION 2 RM 1                       10.210 METERS 20114     |
 EM0750| DO0793 VORTAC WICHITA FALLS RADIO SPS      APPROX. 7.8 KM 2405622.1 |
 EM0750| EM0751 BURKBURNETT S MUNICIPAL TANK        APPROX. 7.9 KM 3252926.9 |
 EM0750| EM0752 BURKBURNETT N MUNICIPAL TANK        APPROX. 9.8 KM 3293813.1 |
 EM0750| CX6873 CASHION 2 RM 2                       12.726 METERS 34324     |
 EM0750|---------------------------------------------------------------------|
 EM0750
 EM0750                          SUPERSEDED SURVEY CONTROL
 EM0750
 EM0750  NAD 83(1993)-  34 01 17.80981(N)    098 31 09.65555(W) AD(       ) 2
 EM0750  NAD 83(1986)-  34 01 17.81356(N)    098 31 09.64257(W) AD(       ) 2
 EM0750  NAD 27      -  34 01 17.47362(N)    098 31 08.44456(W) AD(       ) 2
 EM0750
 EM0750.Superseded values are not recommended for survey control.
 EM0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0750.See file dsdata.txt to determine how the superseded data were derived.
 EM0750
 EM0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4437664657(NAD 83)
 EM0750_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0750_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0750
 EM0750  HISTORY     - Date     Condition        Report By
 EM0750  HISTORY     - 1965     MONUMENTED       CGS
 EM0750  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 EM0750
 EM0750                          STATION DESCRIPTION
 EM0750
 EM0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0750'THE STATION IS ABOUT 9-1/2 MILES NORTHEAST OF IOWA PARK, 9 MILES
 EM0750'NORTH OF WICHITA FALLS AND 5-1/2 MILES SOUTH-SOUTHEAST OF
 EM0750'BURKBURNETT, ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 240.
 EM0750'
 EM0750'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 EM0750'STATE HIGHWAY 240 ABOUT 2 MILES SOUTH OF BURKBURNETT, GO SOUTH
 EM0750'ON STATE HIGHWAY 240 FOR 3.9 MILES TO A ROADSIDE PARK ON THE
 EM0750'RIGHT.  CONTINUE SOUTH ON HIGHWAY FOR 1.2 MILES TO THE STATION ON
 EM0750'THE RIGHT.  TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON HIGHWAY
 EM0750'FOR 0.7 MILE TO THE MARK ON THE LEFT.
 EM0750'
 EM0750'STATION MARK IS A STANDARD DISK, STAMPED CASHION 2 1965, SET IN
 EM0750'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0750'IS FLUSH WITH THE GROUND.  IT IS 62.0 FEET WEST OF THE CENTERLINE
 EM0750'OF STATE HIGHWAY 240, 13.5 FEET EAST OF A RIGHT-OF-WAY FENCE
 EM0750'AND 13.0 FEET EAST OF A WITNESS POST.
 EM0750'
 EM0750'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CASHION 2 NO 1
 EM0750'1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 EM0750'DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 74.0
 EM0750'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 31.0 FEET SOUTH OF
 EM0750'THE WITNESS POST, 1.0 FEET EAST OF THE RIGHT-OF-WAY FENCE AND
 EM0750'ABOUT THE SAME ELEVATION AS THE STATION.
 EM0750'
 EM0750'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CASHION 2 NO 2
 EM0750'1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 EM0750'DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 74.0
 EM0750'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 41.0 FEET NORTH OF THE
 EM0750'WITNESS POST, 1.0 FEET EAST OF THE RIGHT-OF-WAY FENCE AND ABOUT
 EM0750'THE SAME ELEVATION AS THE STATION.
 EM0750'
 EM0750'AZIMUTH MARK IS A STANDARD DISK, STAMPED CASHION 2 1965, SET
 EM0750'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0750'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 52 FEET EAST OF THE
 EM0750'CENTERLINE OF STATE HIGHWAY 240, 1.5 FEET SOUTH OF A WITNESS POST,
 EM0750'1.0 FEET WEST OF A RIGHT-OF-WAY FENCE AND 1.0 FEET NORTH OF
 EM0750'A POWER LINE POLE.
 EM0750
 EM0750                          STATION RECOVERY (2001)
 EM0750
 EM0750'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 EM0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0944 ***********************************************************************
 BP0944  DESIGNATION -  CASKET
 BP0944  PID         -  BP0944
 BP0944  STATE/COUNTY-  TX/JEFF DAVIS
 BP0944  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0944
 BP0944                         *CURRENT SURVEY CONTROL
 BP0944  ___________________________________________________________________
 BP0944* NAD 83(1993)-  30 38 37.67611(N)    103 55 23.81489(W)     ADJUSTED  
 BP0944* NAVD 88     -      1885.     (meters)    6184.     (feet)  SCALED    
 BP0944  ___________________________________________________________________
 BP0944  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BP0944  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0944
 BP0944  HORZ ORDER  -  SECOND
 BP0944
 BP0944.The horizontal coordinates were established by classical geodetic methods
 BP0944.and adjusted by the National Geodetic Survey in February 1996..
 BP0944
 BP0944.The orthometric height was scaled from a topographic map.
 BP0944
 BP0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0944
 BP0944.The geoid height was determined by GEOID03.
 BP0944
 BP0944;                    North         East     Units Scale Factor Converg.
 BP0944;SPC TX C     - 3,113,871.971   355,970.584   MT  0.99990110   -1 50 56.5
 BP0944;SPC TX C     -10,216,094.96  1,167,880.16   sFT  0.99990110   -1 50 56.5
 BP0944;UTM  13      - 3,390,621.148   603,173.062   MT  0.99973131   +0 32 55.9
 BP0944
 BP0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0944!SPC TX C     -   0.99970746  x   0.99990110  =   0.99960859
 BP0944!UTM  13      -   0.99970746  x   0.99973131  =   0.99943885
 BP0944
 BP0944|---------------------------------------------------------------------|
 BP0944| PID    Reference Object                     Distance      Geod. Az  |
 BP0944|                                                           dddmmss.s |
 BP0944| CH8543 CASKET RM 1                           5.019 METERS 05609     |
 BP0944| BP0936 FORTNERS RANCH HOUSE CHIMNEY        APPROX. 9.8 KM 1093729.2 |
 BP0944| CH8544 CASKET RM 2                           4.068 METERS 15052     |
 BP0944| CH8542 CASKET AZ MK                                       2302953.0 |
 BP0944|---------------------------------------------------------------------|
 BP0944
 BP0944                          SUPERSEDED SURVEY CONTROL
 BP0944
 BP0944  NAD 83(1986)-  30 38 37.67632(N)    103 55 23.81320(W) AD(       ) 2
 BP0944  NAD 27      -  30 38 37.12600(N)    103 55 22.15500(W) AD(       ) 2
 BP0944
 BP0944.Superseded values are not recommended for survey control.
 BP0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0944.See file dsdata.txt to determine how the superseded data were derived.
 BP0944
 BP0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0317390621(NAD 83)
 BP0944_MARKER: DD = SURVEY DISK
 BP0944_SETTING: 66 = SET IN ROCK OUTCROP
 BP0944
 BP0944  HISTORY     - Date     Condition        Report By
 BP0944  HISTORY     - 1942     MONUMENTED       USE
 BP0944  HISTORY     - 20030322 GOOD             USPSQD
 BP0944
 BP0944                          STATION DESCRIPTION
 BP0944
 BP0944'DESCRIBED BY US ENGINEERS 1942 (JCS)
 BP0944'STATION IS LOCATED 4 MILES NW OF FORT DAVIS ON THE NORTHEASTERN
 BP0944'END AND HIGHEST POINT OF CASKET MOUNTAIN WHICH IS PROMINENT.
 BP0944'
 BP0944'THE STATION MARK IS A U.S.E.D. MARK, NOT STAMPED, CEMENTED
 BP0944'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BP0944'
 BP0944'REFERENCE AND AZIMUTH MARKS ARE STANDARD U.S.C. AND G.S.
 BP0944'BRONZE DISKS CEMENTED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BP0944'
 BP0944'THERE IS NO UNDERGROUND MARK.
 BP0944'
 BP0944'REFERENCE MARK NO. 1 IS ABOUT 6 INCHES LOWER THAN THE STATION
 BP0944'MARK.  IT IS STAMPED CASKET NO. 1 1942.
 BP0944'
 BP0944'REFERENCE MARK NO. 2 IS 1 FOOT LOWER THAN THE STATION MARK.  IT
 BP0944'IS STAMPED CASKET NO. 2 1942.
 BP0944'
 BP0944'THE AZIMUTH MARK IS ON A HILL WHICH IS APPROXIMATELY 250 FEET
 BP0944'LOWER THAN THE STATION MARK.  IT IS 66 FEET S OF THE CENTER
 BP0944'LINE OF THE TRACK ROAD LEADING TO THE STATION AND MARKED BY A
 BP0944'4- BY 4-INCH WHITE WOODEN POST.  THE AZIMUTH MARK IS STAMPED
 BP0944'CASKET 1942.
 BP0944'
 BP0944'TO REACH FROM THE POST OFFICE IN FORT DAVIS GO N ON STATE
 BP0944'HIGHWAY 17 FOR 1.3 MILES TO JUNCTION WITH STATE HIGHWAY 118,
 BP0944'TAKE LEFT FORK, STATE HIGHWAY 118, 4.2 MILES TO A TRACK ROAD
 BP0944'LEADING RIGHT AND SIGN PRUDE RANCH, TURN RIGHT ONTO TRACK ROAD,
 BP0944'GO 0.1 MILE TO FORKS, TAKE THE RIGHT FORK SPROUL RANCH ROAD,
 BP0944'CROSS A WASH AND GO 0.4 MILE TO A CATTLE GUARD, PASS THROUGH
 BP0944'THE CATTLE GUARD AND CONTINUE ON THE MAIN-TRAVELED ROAD IN
 BP0944'A NORTHEASTERLY DIRECTION FOR 1.7 MILES TO A CATTLE GUARD,
 BP0944'PASS THROUGH THE CATTLE GUARD AND TAKE THE RIGHT FORK, GO
 BP0944'0.3 MILE TO A FORKS, TAKE THE LEFT FORK STRAIGHT AHEAD UP
 BP0944'HILL 0.4 MILE TO THE AZIMUTH MARK ON RIGHT SIDE OF TRACK
 BP0944'ROAD, CONTINUE STRAIGHT AHEAD E AND N 0.8 MILE TO A GATE NEAR
 BP0944'AN EARTHEN RESERVOIR, PASS THROUGH THE GATE AND TURN LEFT
 BP0944'UP RIDGE, GO 0.2 MILE TO BASE OF HILL ON WHICH THE
 BP0944'STATION IS LOCATED.  THIS IS THE END OF TRUCK TRAVEL.
 BP0944'PACK N UP STEEP SLOPE TO TOP OF HILL AND STATION.  A
 BP0944'25-MINUTE PACK.
 BP0944
 BP0944                          STATION RECOVERY (2003)
 BP0944
 BP0944'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0461 ***********************************************************************
 AY0461  DESIGNATION -  CASSIN
 AY0461  PID         -  AY0461
 AY0461  STATE/COUNTY-  TX/BEXAR
 AY0461  USGS QUAD   -  LOSOYA (1984)
 AY0461
 AY0461                         *CURRENT SURVEY CONTROL
 AY0461  ___________________________________________________________________
 AY0461* NAD 83(1993)-  29 14 57.63394(N)    098 29 44.92159(W)     ADJUSTED  
 AY0461* NAVD 88     -       169.482  (meters)     556.04   (feet)  ADJUSTED  
 AY0461  ___________________________________________________________________
 AY0461  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 AY0461  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AY0461  DYNAMIC HT  -         169.236 (meters)     555.24  (feet)  COMP
 AY0461  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AY0461
 AY0461  HORZ ORDER  -  FIRST
 AY0461  VERT ORDER  -  FIRST     CLASS II
 AY0461
 AY0461.The horizontal coordinates were established by classical geodetic methods
 AY0461.and adjusted by the National Geodetic Survey in February 1996..
 AY0461
 AY0461.The orthometric height was determined by differential leveling
 AY0461.and adjusted by the National Geodetic Survey in June 1991..
 AY0461
 AY0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0461
 AY0461.The geoid height was determined by GEOID03.
 AY0461
 AY0461.The dynamic height is computed by dividing the NAVD 88
 AY0461.geopotential number by the normal gravity value computed on the
 AY0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0461.degrees latitude (g = 980.6199 gals.).
 AY0461
 AY0461.The modeled gravity was interpolated from observed gravity values.
 AY0461
 AY0461;                    North         East     Units Scale Factor Converg.
 AY0461;SPC TXSC     - 4,157,036.912   649,002.406   MT  0.99986435   +0 14 49.2
 AY0461;SPC TXSC     -13,638,545.27  2,129,268.73   sFT  0.99986435   +0 14 49.2
 AY0461;UTM  14      - 3,235,716.493   548,989.935   MT  0.99962961   +0 14 46.9
 AY0461
 AY0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0461!SPC TXSC     -   0.99997737  x   0.99986435  =   0.99984172
 AY0461!UTM  14      -   0.99997737  x   0.99962961  =   0.99960699
 AY0461
 AY0461|---------------------------------------------------------------------|
 AY0461| PID    Reference Object                     Distance      Geod. Az  |
 AY0461|                                                           dddmmss.s |
 AY0461| AY0462 CASSIN RM 1                          24.287 METERS 02407     |
 AY0461| AY0464 CASSIN AZ MK                                       1923212.6 |
 AY0461| AY0463 CASSIN RM 2                          22.550 METERS 26010     |
 AY0461|---------------------------------------------------------------------|
 AY0461
 AY0461                          SUPERSEDED SURVEY CONTROL
 AY0461
 AY0461  NAD 83(1986)-  29 14 57.63881(N)    098 29 44.90327(W) AD(       ) 1
 AY0461  NAD 27      -  29 14 56.77800(N)    098 29 43.84500(W) AD(       ) 1
 AY0461  NGVD 29 (??/??/92)  169.386  (m)          555.73   (f) ADJ UNCH    1 2
 AY0461
 AY0461.Superseded values are not recommended for survey control.
 AY0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0461.See file dsdata.txt to determine how the superseded data were derived.
 AY0461
 AY0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4899035716(NAD 83)
 AY0461_MARKER: DS = TRIANGULATION STATION DISK
 AY0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0461_STAMPING: CASSIN 1953
 AY0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0461+STABILITY: SURFACE MOTION
 AY0461
 AY0461  HISTORY     - Date     Condition        Report By
 AY0461  HISTORY     - 1953     MONUMENTED       CGS
 AY0461  HISTORY     - 1953     GOOD             AMS
 AY0461  HISTORY     - 1953     GOOD             CGS
 AY0461  HISTORY     - 1957     GOOD             DOD
 AY0461  HISTORY     - 1960     GOOD             CGS
 AY0461  HISTORY     - 1985     GOOD             LOCSUR
 AY0461  HISTORY     - 19991001 POOR             USPSQD
 AY0461
 AY0461                          STATION DESCRIPTION
 AY0461
 AY0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0461'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF SAN ANTONIO,
 AY0461'1.0 MILE SOUTH OF THE VILLAGE OF CASSIN, SOUTH OF JUNCTION OF
 AY0461'PLEASANTON ROAD AND NEAL ROAD, ON EAST SIDE OF PLEASANTON
 AY0461'ROAD, ON PROPERTY OWNED BY LULA MEREDITH.
 AY0461'
 AY0461'TO REACH THE STATION FROM THE JUNCTION OF LOOP 13 AND PLEASANTON
 AY0461'ROAD IN SOUTH EDGE OF SAN ANTONIO, GO SOUTH ON PLEASANTON
 AY0461'ROAD FOR 6.6 MILES TO CONCRETE BRIDGE OVER M.P. RAILROAD AT
 AY0461'VILLAGE OF CASSIN, CONTINUE SOUTH ON PLEASANTON ROAD FOR
 AY0461'1.0 MILE TO THE STATION ON LEFT, ABOUT 125 FEET SOUTH OF NEAL
 AY0461'ROAD INTERSECTION.
 AY0461'
 AY0461'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY0461'POST PROJECTING 4 INCHES.  IT IS 36.6 FEET SOUTHWEST OF A
 AY0461'POWER POLE, 27 FEET EAST OF THE CENTER LINE OF PLEASANTON
 AY0461'ROAD AND 21 FEET SOUTH OF THE CENTER OF DRIVEWAY LEADING
 AY0461'TO R. MARTINEZ RESIDENCE.  IT IS STAMPED CASSIN 1953.
 AY0461'
 AY0461'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AY0461'CONCRETE POST PROJECTING 5 INCHES.  IT IS 56 FEET NORTHWEST
 AY0461'OF A POWER POLE, 51 FEET WEST OF THE NORTHWEST CORNER OF THE
 AY0461'MARTINEZ RESIDENCE AND 26 FEET EAST OF THE CENTER LINE OF
 AY0461'PLEASANTON ROAD.  IT IS STAMPED CASSIN NO. 1 1953.
 AY0461'
 AY0461'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AY0461'CONCRETE POST PROJECTING 5 INCHES.  IT IS 32 FEET WEST OF THE
 AY0461'CENTER LINE OF PLEASANTON ROAD AND 1.0 FOOT WEST OF A
 AY0461'NORTH-SOUTH FENCE LINE.  IT IS STAMPED CASSIN NO. 2 1953.
 AY0461'
 AY0461'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY0461'POST PROJECTING 6 INCHES.  IT IS 72 FEET NORTH OF THE CENTER
 AY0461'OF DRIVEWAY LEADING TO J.D. SMITH RESIDENCE, 29 FEET EAST OF THE
 AY0461'CENTER LINE OF PLEASANTON ROAD, 3 FEET NORTH OF POWER POLE
 AY0461'NO. 20/8, 2 FEET NORTH OF A WITNESS POST AND 1.0 FOOT WEST
 AY0461'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED CASSIN 1953.
 AY0461'
 AY0461'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 AY0461'PLEASANTON ROAD FOR 0.8 MILE TO THE MARK ON LEFT AS DESCRIBED
 AY0461'ABOVE.
 AY0461'
 AY0461'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 METERS.
 AY0461
 AY0461                          STATION RECOVERY (1953)
 AY0461
 AY0461'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY0461'STATION WAS RECOVERED IN GOOD CONDITION, 136 FEET S-SW OF THE
 AY0461'INTERSECTING CENTERLINE OF LANE FROM EAST AND THE EAST EDGE
 AY0461'OF N-NE-S-SW PAVED ROAD AND 0.9 FT. HIGHER IN ELEV.  IT IS
 AY0461'28 FEET E-SE OF THE CENTERLINE OF N-NE-S-SW PAVED ROAD AND
 AY0461'0.2 FEET HIGHER IN ELEV., 70 FEET WEST-SOUTHWEST OF THE SW
 AY0461'CORNER OF HOUSE AND 2.3 FEET HIGHER IN ELEVATION.  STATION
 AY0461'IS ON LINE OF N-NE-S-SW FENCE.
 AY0461
 AY0461                          STATION RECOVERY (1953)
 AY0461
 AY0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AY0461'5.0 MI S FROM SAN ANTONIO.
 AY0461'5.0 MILES SOUTH ALONG PLEASANTON ROAD FROM ITS INTERSECTION WITH
 AY0461'CHAVANAUX ROAD AT SAN ANTONIO, 130 FEET SOUTH OF THE EXTENDED CENTER
 AY0461'LINE OF NEAL ROAD, 27 FEET EAST OF THE CENTER LINE OF PLEASANTON ROAD,
 AY0461'20 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 6 FEET NORTH
 AY0461'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY0461'0.4 FOOT ABOVE THE GROUND.
 AY0461
 AY0461                          STATION RECOVERY (1957)
 AY0461
 AY0461'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0461'RECOVERED IN GOOD CONDITION.
 AY0461
 AY0461                          STATION RECOVERY (1960)
 AY0461
 AY0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ERS)
 AY0461'STATION REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED
 AY0461'AND ARE IN GOOD CONDITION.
 AY0461'
 AY0461'THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 AY0461
 AY0461                          STATION RECOVERY (1985)
 AY0461
 AY0461'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (TB)
 AY0461'RECOVERED IN GOOD CONDITION.
 AY0461
 AY0461                          STATION RECOVERY (1999)
 AY0461
 AY0461'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0461'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0464 ***********************************************************************
 AY0464  DESIGNATION -  CASSIN AZ MK
 AY0464  PID         -  AY0464
 AY0464  STATE/COUNTY-  TX/BEXAR
 AY0464  USGS QUAD   -  LOSOYA (1984)
 AY0464
 AY0464                         *CURRENT SURVEY CONTROL
 AY0464  ___________________________________________________________________
 AY0464* NAD 83(1986)-  29 14 14.     (N)    098 29 56.     (W)     SCALED    
 AY0464* NAVD 88     -       168.534  (meters)     552.93   (feet)  ADJUSTED  
 AY0464  ___________________________________________________________________
 AY0464  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AY0464  DYNAMIC HT  -         168.289 (meters)     552.13  (feet)  COMP
 AY0464  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 AY0464
 AY0464  VERT ORDER  -  FIRST     CLASS II
 AY0464
 AY0464.The horizontal coordinates were scaled from a topographic map and have
 AY0464.an estimated accuracy of +/- 6 seconds.
 AY0464
 AY0464.The orthometric height was determined by differential leveling
 AY0464.and adjusted by the National Geodetic Survey in June 1991..
 AY0464
 AY0464.The geoid height was determined by GEOID03.
 AY0464
 AY0464.The dynamic height is computed by dividing the NAVD 88
 AY0464.geopotential number by the normal gravity value computed on the
 AY0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0464.degrees latitude (g = 980.6199 gals.).
 AY0464
 AY0464.The modeled gravity was interpolated from observed gravity values.
 AY0464
 AY0464;                    North         East    Units  Estimated Accuracy
 AY0464;SPC TXSC     - 4,155,690.      648,710.      MT  (+/- 180 meters Scaled)
 AY0464
 AY0464                          SUPERSEDED SURVEY CONTROL
 AY0464
 AY0464  NGVD 29 (??/??/92)  168.438  (m)          552.62   (f) ADJ UNCH    1 2
 AY0464
 AY0464.Superseded values are not recommended for survey control.
 AY0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0464.See file dsdata.txt to determine how the superseded data were derived.
 AY0464
 AY0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT486343(NAD 83)
 AY0464_MARKER: DZ = AZIMUTH MARK DISK
 AY0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0464_STAMPING: CASSIN 1953
 AY0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0464+STABILITY: SURFACE MOTION
 AY0464
 AY0464  HISTORY     - Date     Condition        Report By
 AY0464  HISTORY     - 1953     MONUMENTED       CGS
 AY0464  HISTORY     - 1957     GOOD             DOD
 AY0464  HISTORY     - 19991001 MARK NOT FOUND   USPSQD
 AY0464
 AY0464                          STATION DESCRIPTION
 AY0464
 AY0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0464'5.8 MI S FROM SAN ANTONIO.
 AY0464'5.8 MILES SOUTH ALONG PLEASANTON ROAD FROM ITS INTERSECTION WITH
 AY0464'CHAVANAUX ROAD AT SAN ANTONIO, 29 FEET EAST OF THE CENTER LINE OF THE
 AY0464'ROAD, 64 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE, 2
 AY0464'FEET NORTH OF A POWER POLE, 0.8 FOOT WEST OF A FENCE, 1.6 FEET NORTH
 AY0464'OF A WITNESS POST, 0.8 MILE SOUTH OF TRIANGULATION STATION CASSIN
 AY0464'1953, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AY0464'THE GROUND.
 AY0464
 AY0464                          STATION RECOVERY (1957)
 AY0464
 AY0464'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0464'RECOVERED IN GOOD CONDITION.
 AY0464
 AY0464                          STATION RECOVERY (1999)
 AY0464
 AY0464'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0462 ***********************************************************************
 AY0462  DESIGNATION -  CASSIN RM 1
 AY0462  PID         -  AY0462
 AY0462  STATE/COUNTY-  TX/BEXAR
 AY0462  USGS QUAD   -  LOSOYA (1984)
 AY0462
 AY0462                         *CURRENT SURVEY CONTROL
 AY0462  ___________________________________________________________________
 AY0462* NAD 83(1986)-  29 14 57.     (N)    098 29 44.     (W)     SCALED    
 AY0462* NAVD 88     -       169.294  (meters)     555.43   (feet)  ADJUSTED  
 AY0462  ___________________________________________________________________
 AY0462  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AY0462  DYNAMIC HT  -         169.048 (meters)     554.62  (feet)  COMP
 AY0462  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AY0462
 AY0462  VERT ORDER  -  FIRST     CLASS II
 AY0462
 AY0462.The horizontal coordinates were scaled from a topographic map and have
 AY0462.an estimated accuracy of +/- 6 seconds.
 AY0462
 AY0462.The orthometric height was determined by differential leveling
 AY0462.and adjusted by the National Geodetic Survey in June 1991..
 AY0462
 AY0462.The geoid height was determined by GEOID03.
 AY0462
 AY0462.The dynamic height is computed by dividing the NAVD 88
 AY0462.geopotential number by the normal gravity value computed on the
 AY0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0462.degrees latitude (g = 980.6199 gals.).
 AY0462
 AY0462.The modeled gravity was interpolated from observed gravity values.
 AY0462
 AY0462;                    North         East    Units  Estimated Accuracy
 AY0462;SPC TXSC     - 4,157,020.      649,030.      MT  (+/- 180 meters Scaled)
 AY0462
 AY0462                          SUPERSEDED SURVEY CONTROL
 AY0462
 AY0462  NGVD 29 (??/??/92)  169.198  (m)          555.11   (f) ADJ UNCH    1 2
 AY0462
 AY0462.Superseded values are not recommended for survey control.
 AY0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0462.See file dsdata.txt to determine how the superseded data were derived.
 AY0462
 AY0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT490356(NAD 83)
 AY0462_MARKER: DR = REFERENCE MARK DISK
 AY0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0462_STAMPING: CASSIN NO 1 1953
 AY0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0462+STABILITY: SURFACE MOTION
 AY0462
 AY0462  HISTORY     - Date     Condition        Report By
 AY0462  HISTORY     - 1953     MONUMENTED       CGS
 AY0462  HISTORY     - 1957     GOOD             DOD
 AY0462  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 AY0462  HISTORY     - 19991001 GOOD             USPSQD
 AY0462
 AY0462                          STATION DESCRIPTION
 AY0462
 AY0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0462'5.0 MI S FROM SAN ANTONIO.
 AY0462'5.0 MILES SOUTH ALONG PLEASANTON ROAD FROM ITS INTERSECTION WITH
 AY0462'CHAVANAUX ROAD AT SAN ANTONIO, 79.5 FEET NORTH OF TRIANGULATION
 AY0462'STATION CASSIN 1953, 50 FEET SOUTH OF THE EXTENDED CENTER LINE OF NEAL
 AY0462'ROAD, 26 FEET EAST OF THE CENTER LINE OF PLEASANTON ROAD, 57 FEET WEST
 AY0462'OF THE NORTHWEST CORNER OF A HOUSE, SET IN THE TOP OF A CONCRETE POST
 AY0462'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0462
 AY0462                          STATION RECOVERY (1957)
 AY0462
 AY0462'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0462'RECOVERED IN GOOD CONDITION.
 AY0462
 AY0462                          STATION RECOVERY (1985)
 AY0462
 AY0462'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (TBT)
 AY0462'MARK NOT FOUND.
 AY0462
 AY0462                          STATION RECOVERY (1999)
 AY0462
 AY0462'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0463 ***********************************************************************
 AY0463  DESIGNATION -  CASSIN RM 2
 AY0463  PID         -  AY0463
 AY0463  STATE/COUNTY-  TX/BEXAR
 AY0463  USGS QUAD   -  LOSOYA (1984)
 AY0463
 AY0463                         *CURRENT SURVEY CONTROL
 AY0463  ___________________________________________________________________
 AY0463* NAD 83(1986)-  29 14 57.     (N)    098 29 44.     (W)     SCALED    
 AY0463* NAVD 88     -       169.537  (meters)     556.22   (feet)  ADJUSTED  
 AY0463  ___________________________________________________________________
 AY0463  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AY0463  DYNAMIC HT  -         169.291 (meters)     555.42  (feet)  COMP
 AY0463  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 AY0463
 AY0463  VERT ORDER  -  FIRST     CLASS II
 AY0463
 AY0463.The horizontal coordinates were scaled from a topographic map and have
 AY0463.an estimated accuracy of +/- 6 seconds.
 AY0463
 AY0463.The orthometric height was determined by differential leveling
 AY0463.and adjusted by the National Geodetic Survey in June 1991..
 AY0463
 AY0463.The geoid height was determined by GEOID03.
 AY0463
 AY0463.The dynamic height is computed by dividing the NAVD 88
 AY0463.geopotential number by the normal gravity value computed on the
 AY0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0463.degrees latitude (g = 980.6199 gals.).
 AY0463
 AY0463.The modeled gravity was interpolated from observed gravity values.
 AY0463
 AY0463;                    North         East    Units  Estimated Accuracy
 AY0463;SPC TXSC     - 4,157,020.      649,030.      MT  (+/- 180 meters Scaled)
 AY0463
 AY0463                          SUPERSEDED SURVEY CONTROL
 AY0463
 AY0463  NGVD 29 (??/??/92)  169.441  (m)          555.91   (f) ADJ UNCH    1 2
 AY0463
 AY0463.Superseded values are not recommended for survey control.
 AY0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0463.See file dsdata.txt to determine how the superseded data were derived.
 AY0463
 AY0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT490356(NAD 83)
 AY0463_MARKER: DR = REFERENCE MARK DISK
 AY0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0463_STAMPING: CASSIN NO 2 1953
 AY0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0463+STABILITY: SURFACE MOTION
 AY0463
 AY0463  HISTORY     - Date     Condition        Report By
 AY0463  HISTORY     - 1953     MONUMENTED       CGS
 AY0463  HISTORY     - 1957     GOOD             DOD
 AY0463  HISTORY     - 19991001 MARK NOT FOUND   USPSQD
 AY0463  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0463
 AY0463                          STATION DESCRIPTION
 AY0463
 AY0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0463'5.0 MI S FROM SAN ANTONIO.
 AY0463'5.0 MILES SOUTH ALONG PLEASANTON ROAD FROM ITS INTERSECTION WITH
 AY0463'CHAVANAUX ROAD AT SAN ANTONIO, 74.0 FEET SOUTHWEST OF TRIANGULATION
 AY0463'STATION CASSIN 1953, 33 FEET WEST OF THE CENTER LINE OF PLEASANTON
 AY0463'ROAD, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0463'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0463
 AY0463                          STATION RECOVERY (1957)
 AY0463
 AY0463'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0463'RECOVERED IN GOOD CONDITION.
 AY0463
 AY0463                          STATION RECOVERY (1999)
 AY0463
 AY0463'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0463'MARK NOT FOUND.
 AY0463
 AY0463                          STATION RECOVERY (1999)
 AY0463
 AY0463'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0914 ***********************************************************************
 CD0914  DESIGNATION -  CASTILE
 CD0914  PID         -  CD0914
 CD0914  STATE/COUNTY-  TX/CULBERSON
 CD0914  USGS QUAD   -  RUSTLER HILLS (1973)
 CD0914
 CD0914                         *CURRENT SURVEY CONTROL
 CD0914  ___________________________________________________________________
 CD0914* NAD 83(1993)-  31 43 18.13085(N)    104 13 06.50218(W)     ADJUSTED  
 CD0914* NAVD 88     -      1112.     (meters)    3648.     (feet)  SCALED    
 CD0914  ___________________________________________________________________
 CD0914  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 CD0914  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 CD0914
 CD0914  HORZ ORDER  -  FIRST
 CD0914
 CD0914.The horizontal coordinates were established by classical geodetic methods
 CD0914.and adjusted by the National Geodetic Survey in February 1996..
 CD0914
 CD0914.The orthometric height was scaled from a topographic map.
 CD0914
 CD0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0914
 CD0914.The geoid height was determined by GEOID03.
 CD0914
 CD0914;                    North         East     Units Scale Factor Converg.
 CD0914;SPC TX C     - 3,234,247.815   331,865.794   MT  0.99996058   -2 00 03.9
 CD0914;SPC TX C     -10,611,028.04  1,088,796.36   sFT  0.99996058   -2 00 03.9
 CD0914;UTM  13      - 3,509,854.773   574,042.550   MT  0.99966761   +0 24 39.4
 CD0914
 CD0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0914!SPC TX C     -   0.99982924  x   0.99996058  =   0.99978983
 CD0914!UTM  13      -   0.99982924  x   0.99966761  =   0.99949691
 CD0914
 CD0914:                Primary Azimuth Mark                     Grid Az
 CD0914:SPC TX C     -  EL PASO FORT WORTH AWY BCN 14            062 09 40.0
 CD0914:UTM  13      -  EL PASO FORT WORTH AWY BCN 14            059 44 56.7
 CD0914
 CD0914|---------------------------------------------------------------------|
 CD0914| PID    Reference Object                     Distance      Geod. Az  |
 CD0914|                                                           dddmmss.s |
 CD0914| CD0910 EL PASO FORT WORTH AWY BCN 14       APPROX.20.6 KM 0600936.1 |
 CD0914| CH8546 CASTILE RM 1                          9.817 METERS 15704     |
 CD0914| CH8545 CASTILE AZ MK                                      2270507.9 |
 CD0914| CH8547 CASTILE RM 2                          7.820 METERS 24215     |
 CD0914|---------------------------------------------------------------------|
 CD0914
 CD0914                          SUPERSEDED SURVEY CONTROL
 CD0914
 CD0914  NAD 83(1993)-  31 43 18.13102(N)    104 13 06.50004(W) AD(       ) 1
 CD0914  NAD 83(1986)-  31 43 18.13109(N)    104 13 06.50002(W) AD(       ) 1
 CD0914  NAD 27      -  31 43 17.68400(N)    104 13 04.77100(W) AD(       ) 1
 CD0914
 CD0914.Superseded values are not recommended for survey control.
 CD0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0914.See file dsdata.txt to determine how the superseded data were derived.
 CD0914
 CD0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER7404309855(NAD 83)
 CD0914_MARKER: DS = TRIANGULATION STATION DISK
 CD0914_SETTING: 66 = SET IN ROCK OUTCROP
 CD0914
 CD0914  HISTORY     - Date     Condition        Report By
 CD0914  HISTORY     - 1943     MONUMENTED       CGS
 CD0914
 CD0914                          STATION DESCRIPTION
 CD0914
 CD0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0914'STATION IS ON THE HIGHEST POINT AT THE N END OF A RANGE OF
 CD0914'HILLS WHICH LIE ON THE W SIDE OF THE SALT FLATS, ABOUT 20.0
 CD0914'MILES WSW OF ORLA AND 7.5 MILES S OF THE PIPELINE ROAD, 36.0
 CD0914'MILES NW OF TOYAH.
 CD0914'
 CD0914'STATION AT THE E END OF AN E-AND-W RIDGE AND IS THE HIGHEST
 CD0914'POINT IN THE VICINITY.  A BRONZE STATION DISK SET IN ROCK
 CD0914'OUTCROP 3 INCHES BELOW TOP OF GROUND.  STAMPED CASTILE 1943.
 CD0914'
 CD0914'REFERENCE MARK 1 IS SSE OF THE STATION.  A BRONZE REFERENCE
 CD0914'DISK SET IN ROCK OUTCROP.  STAMPED CASTILE NO 1 1943.
 CD0914'
 CD0914'REFERENCE MARK 2 IS WSW OF THE STATION.  A BRONZE REFERENCE
 CD0914'DISK SET IN ROCK OUTCROP.  STAMPED CASTILE NO 2 1943.
 CD0914'
 CD0914'AZIMUTH MARK IS 0.5 MILE SW OF THE STATION, ABOUT 50 YARDS
 CD0914'W OF A DIRT ROAD AND AT THE TOP OF A LOW KNOLL.  A BRONZE
 CD0914'AZIMUTH DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND,
 CD0914'3.0 FEET N OF A 4- BY 6-INCH WHITE WITNESS POST.  STAMPED
 CD0914'CASTILE 1943.
 CD0914'
 CD0914'TO REACH FROM ORLA ON U.S. HIGHWAY 285, GO W ON PIPELINE
 CD0914'ROAD FOR 2.4 MILES TO A CATTLE GUARD AND ROAD FORKS.  TAKE
 CD0914'RIGHT FORK AND FOLLOW PIPELINE ROAD FOR 5.6 MILES TO A T-ROAD
 CD0914'RIGHT.  KEEP STRAIGHT AHEAD, W. PAST PUMPING STATION AND
 CD0914'FOLLOW PIPELINE ROAD FOR 14.2 MILES TO A SIDE ROAD ON LEFT
 CD0914'AT POLE 132-30.  TURN LEFT ON DIRT ROAD AND GO SSE FOR 4.8
 CD0914'MILES TO A RANCH HOUSE.  PASS IN BACK OF HOUSE GOING THROUGH
 CD0914'TWO GATES AND FOLLOW ROAD 2.1 MILES TO A CATTLE GUARD.  CROSS
 CD0914'GUARD AND GO 0.2 MILE AND TAKE LEFT FORK, PASSING TO E OF
 CD0914'RANCH HOUSE, 0.1 MILE TO A GATE.  PASS THROUGH THIS GATE AND
 CD0914'GO 0.1 MILE TO ANOTHER GATE, CONTINUE SSE 1.5 MILES TO THE
 CD0914'POINT WHERE ROAD PASSES CLOSE TO THE FOOT OF A LOW HILL ON
 CD0914'THE RIGHT.  TURN LEFT, E, ACROSS COUNTRY FOR 100 YARDS TO
 CD0914'A FENCELINE.  PACK E UPHILL AND ACROSS SADDLE TO HIGHEST
 CD0914'POINT AND STATION.
 CD0914'
 CD0914'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0237 ***********************************************************************
 BA0237  DESIGNATION -  CASTOLON
 BA0237  PID         -  BA0237
 BA0237  STATE/COUNTY-  TX/BREWSTER
 BA0237  USGS QUAD   -  CASTOLON (1971)
 BA0237
 BA0237                         *CURRENT SURVEY CONTROL
 BA0237  ___________________________________________________________________
 BA0237* NAD 83(1986)-  29 07 59.     (N)    103 30 51.     (W)     SCALED    
 BA0237* NAVD 88     -       661.522  (meters)    2170.34   (feet)  ADJUSTED  
 BA0237  ___________________________________________________________________
 BA0237  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BA0237  DYNAMIC HT  -         660.453 (meters)    2166.84  (feet)  COMP
 BA0237  MODELED GRAV-     979,006.2   (mgal)                       NAVD 88
 BA0237
 BA0237  VERT ORDER  -  FIRST     CLASS II
 BA0237
 BA0237.The horizontal coordinates were scaled from a topographic map and have
 BA0237.an estimated accuracy of +/- 6 seconds.
 BA0237
 BA0237.The orthometric height was determined by differential leveling
 BA0237.and adjusted by the National Geodetic Survey in June 1991..
 BA0237
 BA0237.The geoid height was determined by GEOID03.
 BA0237
 BA0237.The dynamic height is computed by dividing the NAVD 88
 BA0237.geopotential number by the normal gravity value computed on the
 BA0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0237.degrees latitude (g = 980.6199 gals.).
 BA0237
 BA0237.The modeled gravity was interpolated from observed gravity values.
 BA0237
 BA0237;                    North         East    Units  Estimated Accuracy
 BA0237;SPC TXSC     - 4,152,520.      160,880.      MT  (+/- 180 meters Scaled)
 BA0237
 BA0237                          SUPERSEDED SURVEY CONTROL
 BA0237
 BA0237  NGVD 29 (??/??/92)  661.115  (m)         2169.01   (f) ADJ UNCH    1 2
 BA0237
 BA0237.Superseded values are not recommended for survey control.
 BA0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0237.See file dsdata.txt to determine how the superseded data were derived.
 BA0237
 BA0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN445236(NAD 83)
 BA0237_MARKER: DB = BENCH MARK DISK
 BA0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0237_STAMPING: CASTOLON 1943
 BA0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0237+STABILITY: SURFACE MOTION
 BA0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BA0237+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 BA0237
 BA0237  HISTORY     - Date     Condition        Report By
 BA0237  HISTORY     - 1943     MONUMENTED       CGS
 BA0237  HISTORY     - 1958     GOOD             NGS
 BA0237  HISTORY     - 20030422 GOOD             USPSQD
 BA0237
 BA0237                          STATION DESCRIPTION
 BA0237
 BA0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0237'IN CASTOLON.
 BA0237'AT CASTOLON, 103 FEET SOUTH OF THE SOUTHWEST CORNER OF THE POST OFFICE
 BA0237'BUILDING, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 96 FEET
 BA0237'SOUTHEAST OF THE EAST CORNER OF A HOUSE, ABOUT 2 FEET ABOVE THE LEVEL
 BA0237'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BA0237
 BA0237                          STATION RECOVERY (2003)
 BA0237
 BA0237'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0237'CHANGE 'SW CORNER OF POST OFFICE' TO  'SE CORNER OF STORE AND POST
 BA0237'OFFICE BUILDING'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2100 ***********************************************************************
 AY2100  PACS        -  This is a Primary Airport Control Station.
 AY2100  DESIGNATION -  CASTPORT
 AY2100  PID         -  AY2100
 AY2100  STATE/COUNTY-  TX/MEDINA
 AY2100  USGS QUAD   -  LA COSTE (1982)
 AY2100
 AY2100                         *CURRENT SURVEY CONTROL
 AY2100  ___________________________________________________________________
 AY2100* NAD 83(1993)-  29 20 34.14338(N)    098 50 59.44981(W)     ADJUSTED  
 AY2100* NAVD 88     -       232.63   (meters)     763.2    (feet)  GPS OBS   
 AY2100  ___________________________________________________________________
 AY2100  X           -    -856,073.291 (meters)                     COMP
 AY2100  Y           -  -5,498,252.942 (meters)                     COMP
 AY2100  Z           -   3,107,181.177 (meters)                     COMP
 AY2100  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AY2100  ELLIP HEIGHT-         208.13  (meters)          (10/24/00) GPS OBS
 AY2100  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AY2100
 AY2100  HORZ ORDER  -  B
 AY2100  ELLP ORDER  -  FOURTH    CLASS II
 AY2100
 AY2100.This mark is at Castroville Muni (T89) Airport (T89)
 AY2100
 AY2100.The horizontal coordinates were established by GPS observations
 AY2100.and adjusted by the National Geodetic Survey in February 1996..
 AY2100
 AY2100.The orthometric height was determined by GPS observations and a
 AY2100.high-resolution geoid model.
 AY2100
 AY2100.GPS derived orthometric heights for airport stations designated as
 AY2100.PACS or SACS are published to 2 decimal places.  This maintains
 AY2100.centimeter relative accuracy between the PACS and SACS.  It does
 AY2100.not indicate centimeter accuracy relative to other marks which are
 AY2100.part of the NAVD 88 network.
 AY2100
 AY2100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY2100
 AY2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2100
 AY2100.The ellipsoidal height was determined by GPS observations
 AY2100.and is referenced to NAD 83.
 AY2100
 AY2100.The geoid height was determined by GEOID03.
 AY2100
 AY2100;                    North         East     Units Scale Factor Converg.
 AY2100;SPC TXSC     - 4,167,300.045   614,580.193   MT  0.99986325   +0 04 24.8
 AY2100;SPC TXSC     -13,672,216.90  2,016,335.18   sFT  0.99986325   +0 04 24.8
 AY2100;UTM  14      - 3,245,977.200   514,576.367   MT  0.99960262   +0 04 24.9
 AY2100
 AY2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2100!SPC TXSC     -   0.99996731  x   0.99986325  =   0.99983057
 AY2100!UTM  14      -   0.99996731  x   0.99960262  =   0.99956995
 AY2100
 AY2100|---------------------------------------------------------------------|
 AY2100| PID    Reference Object                     Distance      Geod. Az  |
 AY2100|                                                           dddmmss.s |
 AY2100| AY0887 P 1094                              342.231 METERS 01533     |
 AY2100| AY2101 CASTPORT AZ MK                      450.107 METERS 3290715.1 |
 AY2100|---------------------------------------------------------------------|
 AY2100
 AY2100                          SUPERSEDED SURVEY CONTROL
 AY2100
 AY2100  ELLIP H (02/20/96)  208.28   (m)                       GP(       ) 1 1
 AY2100  NAD 83(1993)-  29 20 34.14197(N)    098 50 59.45101(W) AD(       ) 3
 AY2100  ELLIP H (02/16/96)  208.29   (m)                       GP(       ) 5 1
 AY2100  NAD 83(1986)-  29 20 34.14812(N)    098 50 59.43359(W) AD(       ) 3
 AY2100  NGVD 29 (10/23/89)  232.5    (m)          763.     (f) GPS OBS        
 AY2100
 AY2100.Superseded values are not recommended for survey control.
 AY2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2100.See file dsdata.txt to determine how the superseded data were derived.
 AY2100
 AY2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT1457645977(NAD 83)
 AY2100_MARKER: I = METAL ROD
 AY2100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY2100_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY2100_STAMPING: CASTPORT
 AY2100_MARK LOGO: NGS   
 AY2100_PROJECTION: FLUSH
 AY2100_MAGNETIC: I = MARKER IS A STEEL ROD
 AY2100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2100+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1995
 AY2100_ROD/PIPE-DEPTH: 5.18 meters
 AY2100_SLEEVE-DEPTH  : 0.76 meters
 AY2100
 AY2100  HISTORY     - Date     Condition        Report By
 AY2100  HISTORY     - 1988     MONUMENTED       NGS
 AY2100  HISTORY     - 19890109 GOOD
 AY2100  HISTORY     - 19950425 GOOD             NGS
 AY2100  HISTORY     - 20030110 GOOD             USPSQD
 AY2100
 AY2100                          STATION DESCRIPTION
 AY2100
 AY2100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AY2100'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHEAST OF CASTROVILLE,
 AY2100'4.3 KM (2.65 MI) WEST OF THE BEXAR-MEDINA COUNTY LINE, AT THE
 AY2100'CASTROVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CASTROVILLE, P.O.
 AY2100'BOX 479, CASTROVILLE, TEXAS 78009.  THE AIRPORT MANAGER IS STEVEN R.
 AY2100'GALLEGOS, TELEPHONE 512-538-2224.
 AY2100'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FARM
 AY2100'ROAD 471 AT THE EAST SIDE OF THE MEDINA RIVER BRIDGE NEAR THE EAST
 AY2100'EDGE OF CASTROVILLE, GO EAST ON U.S. HIHWAY 90 AND FARM ROAD 471 FOR
 AY2100'1.58 KM (1.00 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST
 AY2100'ON FARM ROAD 471 FOR 0.42 KM (0.25 MI) TO THE JUNCTION OF THE AIRPORT
 AY2100'ENTRANCE ROAD.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 1.14 KM
 AY2100'(0.70 MI) TO THE END OF THE ROAD AND THE AIRPORT OFFICE.  TURN RIGHT,
 AY2100'WEST, THEN LEFT, SOUTH ON THE TAXIWAY, THEN RIGHT ON THE RAMP FOR A
 AY2100'TOTAL OF 0.17 KM (0.10 MI) TO THE STATION ON THE LEFT.
 AY2100'THE MARK IS 46.4 M (152.2 FT) SOUTHEAST OF THE CENTER OF A RAMP, 45.7
 AY2100'M (149.9 FT) SOUTHWEST OF A TETRAHEDRON, 45.2 M (148.3 FT) NORTHWEST
 AY2100'OF THE CENTER OF A RAMP, 15.0 M (49.2 FT) NORTHEAST OF A WIND SOCK,
 AY2100'2.0 M (6.6 FT) EAST OF THE WEST EDGE OF A CIRCLE MADE OF HALF BARRELS,
 AY2100'AND 0.67 M (2.2 FT) NORTH OF A WITNESS POST.
 AY2100'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AY2100'DESCRIBED BY V.L. FERNANDES.
 AY2100
 AY2100                          STATION RECOVERY (1989)
 AY2100
 AY2100'RECOVERED 1989
 AY2100'RECOVERED IN GOOD CONDITION.
 AY2100
 AY2100                          STATION RECOVERY (1995)
 AY2100
 AY2100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AY2100'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHEAST OF CASTROVILLE,
 AY2100'ON THE CASTROVILLE MUNICIIPAL AIRPORT, NEAR THE CENTER OF THE AIRPORT,
 AY2100'BETWEEN AND IN LINE WITH THE WINDSOCK AND THE TETRAHEDRON, JUST INSIDE
 AY2100'THE WINDSOCK CIRCLE.  OWNERSHIP--CITY OF CASTROVILLE, 1209 FIORELLA
 AY2100'STREET CASTROVILLE, TX 78009, LOUIS P MC CASLAND,AIRPORT OPERATOR,
 AY2100'PHONE 210 931 3313.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AY2100'HIGHWAY 90 AND FARM ROAD 471 AT THE EAST SIDE OF THE MEDINA RIVER
 AY2100'BRIDGE NEAR THE EAST EDGE OF CASTROVILLE, GO EAST, 1.58 KM (1.00 MI)
 AY2100'ON U.S.  HIGHWAY 90 AND FARM ROAD 471 TO THE JUNCTION OF FARM ROAD 471
 AY2100'ON THE RIGHT, GO SOUTHEAST 0..42 KM (0.00 MI) ON 471 TO THE AIRPORT
 AY2100'ROAD ON THE RIGHT, SOUTH, GO 1.12 KM (0.70 MI) TO THE AIRPORT OFFICE
 AY2100'ON THE LEFT, AND ENTRANCE ROAD TO THE TAXI ON THE RIGHT, TURN
 AY2100'RIGHT,SOUTHWEST, GO 0.16 KM (0.10 MI) TOWARD THE WINDSOCK AND THE
 AY2100'STATION ON THE LEFT.  THE STATION IS 46.4 M (152.2 FT) SOUTHEAST OF
 AY2100'THE CENTER A TAXI, 45.7 M (149.9 FT) SOUTHWEST OF A TETRAHEDRON, 45.2
 AY2100'M (148.3 FT) NORTHWEST OF AND LEVEL WITH THE CENTER OF A TAXI.  15.0 M
 AY2100'(49.2 FT) NORTHEAST OF THE WINDSOCK, NOTE--ACCESS TO THE DATUM POINT
 AY2100'IS THRIUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A
 AY2100'REQUIREMENTS.  BY DEB
 AY2100
 AY2100                          STATION RECOVERY (2003)
 AY2100
 AY2100'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY2100'ALSO AZ MK GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2101 ***********************************************************************
 AY2101  SACS        -  This is a Secondary Airport Control Station.
 AY2101  DESIGNATION -  CASTPORT AZ MK
 AY2101  PID         -  AY2101
 AY2101  STATE/COUNTY-  TX/MEDINA
 AY2101  USGS QUAD   -  LA COSTE (1982)
 AY2101
 AY2101                         *CURRENT SURVEY CONTROL
 AY2101  ___________________________________________________________________
 AY2101* NAD 83(1993)-  29 20 46.69003(N)    098 51 08.01337(W)     ADJUSTED  
 AY2101* NAVD 88     -       234.16   (meters)     768.2    (feet)  GPS OBS   
 AY2101  ___________________________________________________________________
 AY2101  X           -    -856,272.634 (meters)                     COMP
 AY2101  Y           -  -5,498,031.650 (meters)                     COMP
 AY2101  Z           -   3,107,518.674 (meters)                     COMP
 AY2101  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AY2101  ELLIP HEIGHT-         209.66  (meters)          (07/24/01) GPS OBS
 AY2101  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AY2101
 AY2101  HORZ ORDER  -  FIRST
 AY2101  ELLP ORDER  -  FIFTH     CLASS I
 AY2101
 AY2101.This mark is at Castroville Muni (T89) Airport (T89)
 AY2101
 AY2101.The horizontal coordinates were established by GPS observations
 AY2101.and adjusted by the National Geodetic Survey in July 1996..
 AY2101
 AY2101.The orthometric height was determined by GPS observations and a
 AY2101.high-resolution geoid model.
 AY2101
 AY2101.GPS derived orthometric heights for airport stations designated as
 AY2101.PACS or SACS are published to 2 decimal places.  This maintains
 AY2101.centimeter relative accuracy between the PACS and SACS.  It does
 AY2101.not indicate centimeter accuracy relative to other marks which are
 AY2101.part of the NAVD 88 network.
 AY2101
 AY2101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY2101
 AY2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2101
 AY2101.The ellipsoidal height was determined by GPS observations
 AY2101.and is referenced to NAD 83.
 AY2101
 AY2101.The geoid height was determined by GEOID03.
 AY2101
 AY2101;                    North         East     Units Scale Factor Converg.
 AY2101;SPC TXSC     - 4,167,686.000   614,348.721   MT  0.99986326   +0 04 20.6
 AY2101;SPC TXSC     -13,673,483.15  2,015,575.76   sFT  0.99986326   +0 04 20.6
 AY2101;UTM  14      - 3,246,363.055   514,344.955   MT  0.99960254   +0 04 20.7
 AY2101
 AY2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2101!SPC TXSC     -   0.99996707  x   0.99986326  =   0.99983034
 AY2101!UTM  14      -   0.99996707  x   0.99960254  =   0.99956962
 AY2101
 AY2101:                Primary Azimuth Mark                     Grid Az
 AY2101:SPC TXSC     -  CASTPORT                                 149 02 50.3
 AY2101:UTM  14      -  CASTPORT                                 149 02 50.2
 AY2101
 AY2101|---------------------------------------------------------------------|
 AY2101| PID    Reference Object                     Distance      Geod. Az  |
 AY2101|                                                           dddmmss.s |
 AY2101| AY2100 CASTPORT                            450.107 METERS 1490710.9 |
 AY2101|---------------------------------------------------------------------|
 AY2101
 AY2101                          SUPERSEDED SURVEY CONTROL
 AY2101
 AY2101  ELLIP H (07/01/96)  209.81   (m)                       GP(       ) 5 1
 AY2101  NAD 83(1993)-  29 20 46.68868(N)    098 51 08.01469(W) AD(       ) 3
 AY2101  ELLIP H (02/16/96)  209.83   (m)                       GP(       ) 5 1
 AY2101  NAD 83(1986)-  29 20 46.69482(N)    098 51 07.99727(W) AD(       ) 3
 AY2101  NGVD 29 (10/23/89)  234.0    (m)          768.     (f) GPS OBS        
 AY2101
 AY2101.Superseded values are not recommended for survey control.
 AY2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2101.See file dsdata.txt to determine how the superseded data were derived.
 AY2101
 AY2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT1434546363(NAD 83)
 AY2101_MARKER: I = METAL ROD
 AY2101_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY2101_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY2101_STAMPING: CASTPORT AZ MK 1988
 AY2101_MARK LOGO: NGS   
 AY2101_PROJECTION: FLUSH
 AY2101_MAGNETIC: I = MARKER IS A STEEL ROD
 AY2101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2101+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1995
 AY2101_ROD/PIPE-DEPTH: 6.70 meters
 AY2101_SLEEVE-DEPTH  : 0.76 meters
 AY2101
 AY2101  HISTORY     - Date     Condition        Report By
 AY2101  HISTORY     - 1988     MONUMENTED       NGS
 AY2101  HISTORY     - 19951101 GOOD             NGS
 AY2101
 AY2101                          STATION DESCRIPTION
 AY2101
 AY2101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AY2101'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHEAST OF CASTROVILLE,
 AY2101'4.3 KM (2.65 MI) WEST OF THE BEXAR-MEDINA COUNTY LINE, AT THE
 AY2101'CASTROVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CASTROVILLE, P.O.
 AY2101'BOX 479, CASTROVILLE, TEXAS 78009.  THE AIRPORT MANAGER IS STEVEN R.
 AY2101'GALLEGOS, TELEPHONE 512-538-2224.
 AY2101'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AY2101'FARM ROAD 471 AT THE EAST SIDE OF THE MEDINA RIVER BRIDGE NEAR THE
 AY2101'EAST EDGE OF CASTROVILLE, GO EAST ON U.S. HIHWAY 90 AND FARM ROAD 471
 AY2101'FOR 1.58 KM (1.00 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 AY2101'SOUTHEAST ON FARM ROAD 471 FOR 0.42 KM (0.25 MI) TO THE JUNCTION OF
 AY2101'THE AIRPORT ENTRANCE ROAD.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH
 AY2101'FOR 1.14 KM (0.70 MI) TO THE END OF THE ROAD AND THE AIRPORT OFFICE.
 AY2101'TURN RIGHT AND GO NORTH ALONG THE TAXIWAY TO ITS JUNCTION WITH THE
 AY2101'RUNWAY AND THE AZIMUTH MARK ON THE LEFT.
 AY2101'THE MARK IS 36.4 M (119.4 FT) NORTHEAST OF THE CENTER OF A RUNWAY,
 AY2101'26.3 M (86.3 FT) SOUTHEAST OF THE CENTER OF A TAXIWAY, 1.22 M
 AY2101'(4.0 FT) WEST OF THE CENTER ONE OF THREE BLUE TAXI LIGHTS, AND 0.3 M
 AY2101'(1.0 FT) EAST OF A WITNESS POST.
 AY2101'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AY2101'DESCRIBED BY V.L. FERNANDES.
 AY2101
 AY2101                          STATION RECOVERY (1995)
 AY2101
 AY2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JBL)
 AY2101'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHEAST OF CASTROVILLE,
 AY2101'4.3 KM (2.65 MI) WEST OF THE BEXAR-MEDINA COUNTY LINE, AT THE
 AY2101'CASTROVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CASTROVILLE, P.O.
 AY2101'BOX 479, CASTROVILLE, TEXAS 78009.  THE AIRPORT MANAGER IS STEVEN R.
 AY2101'GALLEGOS, TELEPHONE 512-538-2224.  TO REACH THE STATION FROM THE
 AY2101'JUNCTION OF U.S.  HIGHWAY 90 AND FARM ROAD 471 AT THE EAST SIDE OF THE
 AY2101'MEDINA RIVER BRIDGE NEAR THE EAST EDGE OF CASTROVILLE, GO EAST ON U.S.
 AY2101'HIGHWAY 90 AND FARM ROAD 471 FOR 1.58 KM (1.00 MI) TO A PAVED ROAD
 AY2101'RIGHT.  TURN RIGHT AND GO SOUTHEAST ON FARM ROAD 471 FOR 0.42 KM (0.25
 AY2101'MI) TO THE JUNCTION OF THE AIRPORT ENTRANCE ROAD.  TURN RIGHT ON THE
 AY2101'PAVED ROAD AND GO SOUTH FOR 1.14 KM (0.70 MI) TO THE END OF THE ROAD
 AY2101'AND THE AIRPORT OFFICE.  TURN RIGHT AND GO NORTH ALONG THE TAXIWAY TO
 AY2101'ITS JUNCTION WITH THE RUNWAY AND THE AZIMUTH MARK ON THE LEFT.  THE
 AY2101'MARK IS 36.4 M (119.4 FT) NORTHEAST OF THE CENTER OF A RUNWAY, 26.3 M
 AY2101'(86.3 FT) SOUTHEAST OF THE CENTER OF A TAXIWAY, 1.22 M (4.00 FT) WEST
 AY2101'OF THE CENTER ONE OF THREE BLUE TAXI LIGHTS, AND 0.3 M (1.0 FT) EAST
 AY2101'OF A WITNESS POST.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AY2101'CAP.  DESCRIBED BY V.L.  FERNANDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3488 ***********************************************************************
 AW3488  DESIGNATION -  CAT
 AW3488  PID         -  AW3488
 AW3488  STATE/COUNTY-  TX/HARRIS
 AW3488  USGS QUAD   -  LA PORTE (1982)
 AW3488
 AW3488                         *CURRENT SURVEY CONTROL
 AW3488  ___________________________________________________________________
 AW3488* NAD 83(1993)-  29 42 00.73936(N)    095 00 50.40056(W)     ADJUSTED  
 AW3488* NAVD 88     -         1.91   (+/-2cm)       6.3    (feet)  VERTCON   
 AW3488  ___________________________________________________________________
 AW3488  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AW3488  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3488
 AW3488  HORZ ORDER  -  THIRD
 AW3488  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3488
 AW3488.The horizontal coordinates were established by classical geodetic methods
 AW3488.and adjusted by the National Geodetic Survey in February 1996..
 AW3488
 AW3488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3488.The vertical order pertains to the NGVD 29 superseded value.
 AW3488
 AW3488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3488
 AW3488.The geoid height was determined by GEOID03.
 AW3488
 AW3488;                    North         East     Units Scale Factor Converg.
 AW3488;SPC TXSC     - 4,213,472.185   985,625.407   MT  0.99988349   +1 57 10.0
 AW3488;SPC TXSC     -13,823,699.99  3,233,672.69   sFT  0.99988349   +1 57 10.0
 AW3488;UTM  15      - 3,287,263.604   305,152.580   MT  1.00006845   -0 59 53.4
 AW3488
 AW3488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3488!SPC TXSC     -   1.00000397  x   0.99988349  =   0.99988746
 AW3488!UTM  15      -   1.00000397  x   1.00006845  =   1.00007242
 AW3488
 AW3488                          SUPERSEDED SURVEY CONTROL
 AW3488
 AW3488  NAD 83(1986)-  29 42 00.75555(N)    095 00 50.38149(W) AD(       ) 3
 AW3488  NAD 27      -  29 41 59.93239(N)    095 00 49.63809(W) AD(       ) 3
 AW3488  NGVD 29 (??/??/92)    1.908  (m)            6.26   (f) ADJ UNCH    1 2
 AW3488
 AW3488.Superseded values are not recommended for survey control.
 AW3488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3488.See file dsdata.txt to determine how the superseded data were derived.
 AW3488
 AW3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0515387264(NAD 83)
 AW3488_MARKER: N = NAIL
 AW3488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3488_SP_SET: TILE PIPE
 AW3488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3488
 AW3488  HISTORY     - Date     Condition        Report By
 AW3488  HISTORY     - 1930     MONUMENTED       CGS
 AW3488  HISTORY     - 1952     GOOD             CGS
 AW3488  HISTORY     - 1953     GOOD             CGS
 AW3488  HISTORY     - 1959     GOOD             NGS
 AW3488  HISTORY     - 1964     MARK NOT FOUND   CGS
 AW3488  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3488
 AW3488                          STATION DESCRIPTION
 AW3488
 AW3488'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW3488'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 130+00.
 AW3488'LOCATED ON THE N SIDE OF SPILLMAN ISLAND, 82 METERS S OF
 AW3488'SHORELINE, AND 600 FEET S OF CENTER LINE OF HOUSTON SHIP
 AW3488'CHANNEL.  STATION IS ON A SAND AND SHELL DREDGE DUMP, 9 FEET
 AW3488'IN ELEVATION.
 AW3488'
 AW3488'STATION IS MARKED BY A NAIL SET IN TOP OF AN 8-INCH
 AW3488'TILE FILLED WITH CONCRETE.  A 1-1/2-INCH IRON PIPE EXTENDING 1
 AW3488'FOOT OUT OF THE GROUND IS 18 INCHES FROM STATION.
 AW3488'
 AW3488'REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AW3488'POSTS.
 AW3488'
 AW3488'REFERENCE MARK 1 IS 23.260 METERS FROM STATION N 15 DEG 30 MIN W.
 AW3488'
 AW3488'REFERENCE MARK 2 IS 19.665 METERS FROM STATION S 81 DEG 30 MIN E.
 AW3488
 AW3488                          STATION RECOVERY (1952)
 AW3488
 AW3488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW3488'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 AW3488'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.
 AW3488'
 AW3488'STATION IS LOCATED ON SPILLMAN ISLAND, 0.45 MILE SE OF THE
 AW3488'TUNNEL UNDER THE HOUSTON SHIP CHANNEL AT THE NW END OF SPILLMAN
 AW3488'ISLAND, ON A SAND POINT, 152 FEET S OF THE S BANK OF THE SHIP
 AW3488'CHANNEL, 125 FEET W OF A LOW MARSH AREA, 17 FEET E OF A LONE
 AW3488'BUSH, 15 FEET N OF A LONE BUSH, AND 3 FEET N OF A WITNESS
 AW3488'POST.
 AW3488'
 AW3488'STATION IS A NAIL IN THE TOP OF AN 8-INCH RED TILE FILLED WITH
 AW3488'CONCRETE.  IT PROJECTS 3 INCHES.
 AW3488'
 AW3488'REFERENCE MARK 2 IS 64.4 FEET E OF THE STATION AND ON THE SAME
 AW3488'SAND POINT.  IT IS A STANDARD DISK, STAMPED CAT 2 1930, AND
 AW3488'SET IN THE TOP OF A 4-INCH SQUARE CONCRETE MONUMENT PROJECTING
 AW3488'3 INCHES.
 AW3488
 AW3488                          STATION RECOVERY (1953)
 AW3488
 AW3488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AW3488'2.6 MI. NW ALONG THE HOUSTON SHIP CHANNEL FROM THE FERRY LANDING
 AW3488'AT MORGAN POINT, 57 YD. SW OF THE SW BANK OF THE SHIP CHANNEL,
 AW3488'2 FT. E OF A WITNESS POST, ON SPILLMANS ISLAND, 0.2 FT. ABOVE
 AW3488'THE GROUND, THE HEAD OF A NAIL WHICH IS IN THE TOP OF AN 8-IN.
 AW3488'TILE PIPE WHICH IS FILLED WITH CONCRETE.
 AW3488'
 AW3488'REFERENCE MARK 2 IS 46 YD. SW OF THE SW BANK OF THE SHIP CHANNEL,
 AW3488'63.8 FT. E OF THE TRIANGULATION STATION, A REFERENCE-MARK DISK,
 AW3488'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE
 AW3488'THE GROUND, AND STAMPED ELEV 7.421 FT 2 1930.
 AW3488
 AW3488                          STATION RECOVERY (1959)
 AW3488
 AW3488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW3488'2.8 MI NW FROM MORGAN POINT.
 AW3488'ABOUT 2.8 MILES NORTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3488'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, ON THE NORTHEAST
 AW3488'BANK OF SPILMAN ISLAND, 45 FEET SOUTHEAST OF BENCH MARK 130+00
 AW3488'(U.S.E.), 39 FEET SOUTHWEST OF THE HIGH WATER LINE OF THE CHANNEL, 4
 AW3488'FEET SOUTHEAST OF A SMALL HACKBERRY TREE, 2 FEET EAST OF A WOODEN
 AW3488'WITNESS POST, AND IN THE TOP OF AN 8-INCH TILE PIPE FILLED WITH
 AW3488'CONCRETE FLUSH WITH THE GROUND.
 AW3488
 AW3488                          STATION RECOVERY (1964)
 AW3488
 AW3488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW3488'THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AW3488'
 AW3488'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW3488'
 AW3488'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW3488
 AW3488                          STATION RECOVERY (1964)
 AW3488
 AW3488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0736 ***********************************************************************
 AO0736  DESIGNATION -  CAT
 AO0736  PID         -  AO0736
 AO0736  STATE/COUNTY-  TX/DIMMIT
 AO0736  USGS QUAD   -  FARIAS TANK (1984)
 AO0736
 AO0736                         *CURRENT SURVEY CONTROL
 AO0736  ___________________________________________________________________
 AO0736* NAD 83(1993)-  28 17 32.20623(N)    099 48 40.45527(W)     ADJUSTED  
 AO0736* NAVD 88     -       220.5    (meters)     723.     (feet)  VERTCON   
 AO0736  ___________________________________________________________________
 AO0736  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AO0736  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AO0736
 AO0736  HORZ ORDER  -  FIRST
 AO0736
 AO0736.The horizontal coordinates were established by classical geodetic methods
 AO0736.and adjusted by the National Geodetic Survey in February 1996..
 AO0736
 AO0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0736
 AO0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0736
 AO0736.The geoid height was determined by GEOID03.
 AO0736
 AO0736;                    North         East     Units Scale Factor Converg.
 AO0736;SPC TXSC     - 4,051,142.234   520,419.955   MT  1.00002738   -0 23 50.8
 AO0736;SPC TXSC     -13,291,122.48  1,707,411.14   sFT  1.00002738   -0 23 50.8
 AO0736;SPC TX S     - 5,291,589.646   171,357.126   MT  1.00014841   -0 35 43.1
 AO0736;SPC TX S     -17,360,823.70    562,194.17   sFT  1.00014841   -0 35 43.1
 AO0736;UTM  14      - 3,129,847.287   420,451.853   MT  0.99967810   -0 23 04.3
 AO0736
 AO0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0736!SPC TXSC     -   0.99996911  x   1.00002738  =   0.99999649
 AO0736!SPC TX S     -   0.99996911  x   1.00014841  =   1.00011752
 AO0736!UTM  14      -   0.99996911  x   0.99967810  =   0.99964722
 AO0736
 AO0736|---------------------------------------------------------------------|
 AO0736| PID    Reference Object                     Distance      Geod. Az  |
 AO0736|                                                           dddmmss.s |
 AO0736| CV4484 CAT RM                                9.204 METERS 09130     |
 AO0736| AO0726 WINDMILL NORTHEAST OF STA CUP       APPROX.25.1 KM 1624223.9 |
 AO0736| AO0731 WINDMILL NEAR STATION BIG           APPROX.14.3 KM 2232924.8 |
 AO0736| AO0741 DENTONIO WINDMILL                   APPROX.14.5 KM 2844957.1 |
 AO0736| AO0739 WINDMILL NEAR CLUMP OF TREES        APPROX.15.3 KM 2865702.0 |
 AO0736|---------------------------------------------------------------------|
 AO0736
 AO0736                          SUPERSEDED SURVEY CONTROL
 AO0736
 AO0736  NAD 83(1986)-  28 17 32.20229(N)    099 48 40.43129(W) AD(       ) 1
 AO0736  NAD 27      -  28 17 31.22500(N)    099 48 39.24100(W) AD(       ) 1
 AO0736  NGVD 29 (07/19/86)  220.4    (m)          723.     (f) VERT ANG       
 AO0736
 AO0736.Superseded values are not recommended for survey control.
 AO0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0736.See file dsdata.txt to determine how the superseded data were derived.
 AO0736
 AO0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS2045229847(NAD 83)
 AO0736_MARKER: DS = TRIANGULATION STATION DISK
 AO0736_SETTING: 0 = UNSPECIFIED SETTING
 AO0736
 AO0736  HISTORY     - Date     Condition        Report By
 AO0736  HISTORY     - 1917     MONUMENTED       CGS
 AO0736  HISTORY     - 1972     MARK NOT FOUND   NGS
 AO0736
 AO0736                          STATION DESCRIPTION
 AO0736
 AO0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AO0736'STATION IS ABOUT 18 MILES SW OF ASHERTON AND 1/3 MILE N OF
 AO0736'THE ROAD FROM THE CATARINA RANCH TO THE SETTLEMENT OF DENTONIO,
 AO0736'ON TOP OF HIGHEST HILL IN VICINITY.
 AO0736'
 AO0736'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AO0736'CONCRETE.
 AO0736'
 AO0736'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AO0736'
 AO0736'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AO0736'CONCRETE, AND IS 9.204 METERS (30.20 FEET) FROM THE STATION
 AO0736'S 88 DEG 30 MIN E.
 AO0736'
 AO0736'TO REACH THE STATION FROM CATARINA RANCH, GO W 4 MILES TO A
 AO0736'FORK OF THE ROAD, TAKE THE RIGHT-HAND ROAD LEADING TO THE
 AO0736'WESTWARD FOR ABOUT 300 METERS (984 FEET) THEN TURN TO THE
 AO0736'N AND FOLLOW THE RIDGE TO THE TOP OF THE HILL.
 AO0736'
 AO0736'ELEVATION OF STATION, 220.4 METERS (723 FEET).
 AO0736
 AO0736                          STATION RECOVERY (1972)
 AO0736
 AO0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0736'AN INVERSE WAS WORKED FROM CAT 2 1972 TO OBTAIN A DISTANCE AND
 AO0736'DIRECTION TO CAT 1917.  THE UNDERGROUND MARK AND THE REFERENCE MARK
 AO0736'WERE SEARCHED FOR AND COULD NOT BE LOCATED AND SHOULD BE CONSIDERED
 AO0736'LOST.
 AO0736'
 AO0736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 AO0736'WEST-SOUTHWEST OF CATARINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2301 ***********************************************************************
 AN2301  DESIGNATION -  CAT
 AN2301  PID         -  AN2301
 AN2301  STATE/COUNTY-  TX/CALHOUN
 AN2301  USGS QUAD   -  PANTHER POINT (1952)
 AN2301
 AN2301                         *CURRENT SURVEY CONTROL
 AN2301  ___________________________________________________________________
 AN2301* NAD 83(1993)-  28 12 57.34733(N)    096 42 11.30583(W)     ADJUSTED  
 AN2301* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2301  ___________________________________________________________________
 AN2301  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AN2301  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN2301
 AN2301  HORZ ORDER  -  SECOND
 AN2301
 AN2301.The horizontal coordinates were established by classical geodetic methods
 AN2301.and adjusted by the National Geodetic Survey in February 1996..
 AN2301
 AN2301.The orthometric height was scaled from a topographic map.
 AN2301
 AN2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2301
 AN2301.The geoid height was determined by GEOID03.
 AN2301
 AN2301;                    North         East     Units Scale Factor Converg.
 AN2301;SPC TXSC     - 4,044,618.664   825,468.726   MT  1.00005226   +1 07 30.9
 AN2301;SPC TXSC     -13,269,719.73  2,708,225.31   sFT  1.00005226   +1 07 30.9
 AN2301;UTM  14      - 3,123,259.318   725,414.873   MT  1.00022717   +1 05 11.1
 AN2301
 AN2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2301!SPC TXSC     -   1.00000407  x   1.00005226  =   1.00005633
 AN2301!UTM  14      -   1.00000407  x   1.00022717  =   1.00023124
 AN2301
 AN2301|---------------------------------------------------------------------|
 AN2301| PID    Reference Object                     Distance      Geod. Az  |
 AN2301|                                                           dddmmss.s |
 AN2301| CV7004 CAT RM 1                             37.430 METERS 03616     |
 AN2301| AN2302 OLD MARK 852 1934                     3.690 METERS 10212     |
 AN2301| CV7005 CAT RM 2                             20.130 METERS 15428     |
 AN2301| AN2305 SNAKE 1911                          APPROX. 7.3 KM 2333337.9 |
 AN2301|---------------------------------------------------------------------|
 AN2301
 AN2301                          SUPERSEDED SURVEY CONTROL
 AN2301
 AN2301  NAD 83(1986)-  28 12 57.35612(N)    096 42 11.28725(W) AD(       ) 2
 AN2301  NAD 27      -  28 12 56.32200(N)    096 42 10.34500(W) AD(       ) 2
 AN2301
 AN2301.Superseded values are not recommended for survey control.
 AN2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2301.See file dsdata.txt to determine how the superseded data were derived.
 AN2301
 AN2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2541523259(NAD 83)
 AN2301_MARKER: DS = TRIANGULATION STATION DISK
 AN2301_SETTING: 0 = UNSPECIFIED SETTING
 AN2301
 AN2301  HISTORY     - Date     Condition        Report By
 AN2301  HISTORY     - 1934     MONUMENTED       CGS
 AN2301  HISTORY     - 1937     GOOD             TSI
 AN2301  HISTORY     - 1942     GOOD             USE
 AN2301  HISTORY     - 1946     SEE DESCRIPTION  USE
 AN2301  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2301
 AN2301                          STATION DESCRIPTION
 AN2301
 AN2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2301'STATION IS LOCATED ABOUT 13 MILES S OF SEADRIFT, ABOUT 19
 AN2301'MILES SW OF MATAGORDA LIGHTHOUSE, ON MATAGORDA ISLAND.  IT
 AN2301'IS ON PANTHER POINT, 50 METERS S FROM THE END OF THE POINT,
 AN2301'10 METERS E FROM S SHORE OF SAN ANTONIO BAY, ON A 3-FOOT
 AN2301'SHELL RIDGE WHICH IS COVERED WITH A GROWTH OF MESQUITE
 AN2301'AND CACTUS BUSHES.
 AN2301'
 AN2301'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2301'SET IN CONCRETE.
 AN2301'
 AN2301'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2301'SMALL UNPAINTED HOUSE (1-1/2 MILES DISTANT), 168 DEG.  WINDMILL
 AN2301'(1-1/2 MILES), 112 DEG.
 AN2301'
 AN2301'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AN2301
 AN2301                          STATION RECOVERY (1937)
 AN2301
 AN2301'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2301'DESCRIPTION ACCURATE.  MARK IN GOOD CONDITION.  NO TRACE
 AN2301'OF TOWER.
 AN2301
 AN2301                          STATION RECOVERY (1942)
 AN2301
 AN2301'RECOVERY NOTE BY US ENGINEERS 1942
 AN2301'DESCRIPTION GOOD.  NO SEARCH MADE FOR REFERENCE MONUMENTS.
 AN2301
 AN2301                          STATION RECOVERY (1946)
 AN2301
 AN2301'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2301'BOTH SURFACE AND UNDERGROUND MARKERS LOST IN HURRICANE OF
 AN2301'1945.
 AN2301'
 AN2301'REFERENCE MARK 1 IN GOOD CONDITION ON LOW SHELL BEACH 40
 AN2301'FEET FROM SHORE.
 AN2301'
 AN2301'REFERENCE MARK 2 IS ON BACK EDGE OF HIGH SHELL RIDGE 75 FEET
 AN2301'FROM SHORE.
 AN2301'
 AN2301'OLD MARK 852 IS 40 FEET FROM SHORE ON CREST OF HIGH SHELL
 AN2301'RIDGE UNDER BRUSH.  OLD MARK 388 WAS RECOVERED 10.7 FEET
 AN2301'S OF REFERENCE MARK 1.
 AN2301'
 AN2301'A 1-1/2 INCH GALVANIZED PIPE WAS SET 5 FEET N OF REFERENCE
 AN2301'MARK 2 ABOUT 5 FEET ABOVE GROUND.
 AN2301
 AN2301                          STATION RECOVERY (1969)
 AN2301
 AN2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2301'THE STATION SITE WAS VISITED AND REFERENCE MARK 2 WAS FOUND
 AN2301'IN GOOD CONDITION.  THE POSITION OF THIS MARK INDICATES
 AN2301'THAT ALL OTHER MARKS ARE NOW IN THE BAY AND LOST.  A SIGNAL
 AN2301'FLAG WAS FOUND OVER THE REFERENCE MARK.  A NEW AND COMPLETE
 AN2301'DESCRIPTION FOLLOWS--
 AN2301'
 AN2301'THE STATION IS ABOUT 13-1/2 MILES SOUTH OF SEADRIFT ON THE
 AN2301'NORTHWEST MOST TIP OF PANTHER POINT ON THE NORTHWEST SHORE
 AN2301'OF MATAGORDA ISLAND AND 9 MILES NORTHEAST OF THE WINN RANCH
 AN2301'BUILDINGS THAT ARE NEAR THE SOUTHWEST END OF THE ISLAND.
 AN2301'
 AN2301'TO REACH THE STATION FROM THE DOCKS AT THE MATAGORDA AIR
 AN2301'FORCE BASE, WHICH IS LOCATED AT NORTHEAST END OF THE ISLAND,
 AN2301'(TRANSPORTATION OF TRUCKS TO THE ISLAND CAN BE OBTAINED
 AN2301'FROM THE USAF BY ADVANCE ARRANGEMENT) GO SOUTH AND SOUTHWESTERLY,
 AN2301'PASSING THE SEWAGE TREATMENT PLANT ENROUTE, FOR 1.95 MILES
 AN2301'TO HAWES RANCH CAMP ON THE RIGHT.  CONTINUE SOUTHERLY ON THE
 AN2301'PAVED ROAD FOR 6.5 MILES TO THE ENTRANCE TO BRAVO BOMBING
 AN2301'RANGE (PRIOR PERMISSION TO CROSS THIS AREA MUST BE OBTAINED
 AN2301'FROM THE BASE COMMANDER).  CONTINUE SOUTHERLY ON PAVED ROAD
 AN2301'FOR 4.25 MILES TO A GATE AND SIGN PASTURE 9., PASS THROUGH
 AN2301'GATE AND CONTINUE SOUTHERLY FOR 1.5 MILES TO OLD GATE POSTS
 AN2301'ON EACH SIDE OF THE ROAD AND TRIANGULATION STATION GLADYS
 AN2301'1934 ON THE LEFT ABOUT 0.1 MILE DISTANCE.  CONTINUE
 AN2301'SOUTHERLY 0.8 MILE TO THE END OF THE PAVEMENT, CONTINUE
 AN2301'SOUTHERLY ON SHELL ROAD FOR 0.7 MILE TO FENCE CORNER
 AN2301'ON THE RIGHT AND END OF TRUCK TRAVEL.  WALK NORTHWEST
 AN2301'TO BEACH ABOUT 0.6 MILE, THENCE DUE WEST ALONG BEACH
 AN2301'FOR 1 MILE TO PANTHER POINT AND THE REFERENCE MARK.
 AN2301'
 AN2301'THE REFERENCE MARK IS A STANDARD DISK, STAMPED CAT NO 2 1934,
 AN2301'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 AN2301'FLUSH WITH THE SHELL BEACH.  IT IS ON SLIGHT SHELL RIDGE,
 AN2301'ON NORTHWEST EDGE OF POINT AND AT NORTH EDGE OF SMALL POND,
 AN2301'26 FEET EAST-SOUTHEAST OF HIGH WATER LINE AND 2-1/2 FEET
 AN2301'SOUTHWEST OF METAL WITNESS POST WITH SIGN.
 AN2301'
 AN2301'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13-1/2 MILES
 AN2301'SOUTH OF SEADRIFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2641 ***********************************************************************
 CS2641  DESIGNATION -  CAT
 CS2641  PID         -  CS2641
 CS2641  STATE/COUNTY-  TX/HENDERSON
 CS2641  USGS QUAD   -  KERENS (1981)
 CS2641
 CS2641                         *CURRENT SURVEY CONTROL
 CS2641  ___________________________________________________________________
 CS2641* NAD 83(1993)-  32 11 11.44884(N)    096 09 46.41667(W)     ADJUSTED  
 CS2641* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 CS2641  ___________________________________________________________________
 CS2641  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 CS2641  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS2641
 CS2641  HORZ ORDER  -  SECOND
 CS2641
 CS2641.The horizontal coordinates were established by classical geodetic methods
 CS2641.and adjusted by the National Geodetic Survey in February 1996..
 CS2641
 CS2641.The orthometric height was scaled from a topographic map.
 CS2641
 CS2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2641
 CS2641.The geoid height was determined by GEOID03.
 CS2641
 CS2641;                    North         East     Units Scale Factor Converg.
 CS2641;SPC TXNC     - 2,060,098.733   820,370.983   MT  0.99998570   +1 16 28.7
 CS2641;SPC TXNC     - 6,758,840.59  2,691,500.47   sFT  0.99998570   +1 16 28.7
 CS2641;UTM  14      - 3,564,639.031   767,483.608   MT  1.00048243   +1 30 43.8
 CS2641
 CS2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2641!SPC TXNC     -   0.99999002  x   0.99998570  =   0.99997573
 CS2641!UTM  14      -   0.99999002  x   1.00048243  =   1.00047245
 CS2641
 CS2641|---------------------------------------------------------------------|
 CS2641| PID    Reference Object                     Distance      Geod. Az  |
 CS2641|                                                           dddmmss.s |
 CS2641| CX9164 CAT AZ MK 2                                        09148     |
 CS2641| CX9163 CAT AZ MK                                          0933741.1 |
 CS2641| CX9165 CAT RM 1                             38.100 METERS 17536     |
 CS2641| CX9167 CAT RM 3                             32.763 METERS 24033     |
 CS2641| CX9166 CAT RM 2                             40.620 METERS 25650     |
 CS2641| CS2644 178                                 152.231 METERS 29057     |
 CS2641|---------------------------------------------------------------------|
 CS2641
 CS2641                          SUPERSEDED SURVEY CONTROL
 CS2641
 CS2641  NAD 83(1986)-  32 11 11.45577(N)    096 09 46.40013(W) AD(       ) 2
 CS2641  NAD 27      -  32 11 10.90900(N)    096 09 45.49400(W) AD(       ) 2
 CS2641
 CS2641.Superseded values are not recommended for survey control.
 CS2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2641.See file dsdata.txt to determine how the superseded data were derived.
 CS2641
 CS2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6748464639(NAD 83)
 CS2641_MARKER: DS = TRIANGULATION STATION DISK
 CS2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2641
 CS2641  HISTORY     - Date     Condition        Report By
 CS2641  HISTORY     - 1947     MONUMENTED       CGS
 CS2641  HISTORY     - 1972     GOOD             MAI
 CS2641  HISTORY     - 1976     SEE DESCRIPTION  NGS
 CS2641
 CS2641                          STATION DESCRIPTION
 CS2641
 CS2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2641'LOCATED 5 MILES NORTHWEST OF TRINIDAD, 0.05 MILE EAST OF THE
 CS2641'SOUTH EDGE OF A DESTROYED BRIDGE OVER THE TRINITY RIVER, 155
 CS2641'FEET NORTH OF THE CENTER OF A DIRT ROAD, 150 FEET SOUTH OF THE
 CS2641'NORTH EDGE OF A PASTURE AND A GROWTH OF TIMBER, AND 4 FEET
 CS2641'NORTH OF A REFERENCE POST.  IT IS STAMPED CAT 1947 AND PROJECTS 3
 CS2641'INCHES.
 CS2641'
 CS2641'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF THE DIRT
 CS2641'ROAD, 7 FEET WEST OF THE CENTER OF A WIRE GATE AND 1 FOOT NORTH
 CS2641'OF THE FENCE LINE.  IT IS STAMPED CAT NO 1 1947 AND PROJECTS 6
 CS2641'INCHES.
 CS2641'
 CS2641'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE CENTER OF THE DIRT
 CS2641'ROAD, 3 FEET NORTH OF THE WIRE FENCE AND AN 8-INCH LOCUST TREE
 CS2641'THAT IS IN THE FENCE LINE AND ABOUT 100 FEET EAST OF WHERE THE
 CS2641'DIRT ROAD TURNS TO THE RIGHT.  IT IS STAMPED CAT NO 2 1947 AND
 CS2641'PROJECTS 2 INCHES.
 CS2641'
 CS2641'THE AZIMUTH MARK IS 26 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 CS2641'24 FEET NORTHWEST OF A NORTH GATE POST, 18 FEET WEST OF A FENCE
 CS2641'CORNER AND 2 FEET NORTHWEST OF A WEST GATE POST.  IT IS STAMPED
 CS2641'CAT 1947 AND PROJECTS 2 INCHES.
 CS2641'
 CS2641'USED BM NO. 178 IS 41 PACES WEST OF THE SOUTHWEST CONCRETE
 CS2641'BRIDGE PILLAR, 23 PACES SOUTH OF THE SOUTH BANK OF THE TRINITY
 CS2641'RIVER AND 35 FEET NORTH OF A DEAD, 48-INCH TREE.  IT IS A STANDARD
 CS2641'USED BM DISK STAMPED ELEV. 279.147 AND BM NO. 178 WELDED
 CS2641'TO THE TOP OF A 3-INCH PIPE SET IN CONCRETE.  IT PROJECTS ABOUT
 CS2641'26 INCHES.
 CS2641'
 CS2641'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 31
 CS2641'AND NO. 274 AT THE NORTH EDGE OF TRINIDAD, GO NORTH ON NO. 274
 CS2641'FOR 3.0 MILES TO A CROSSROAD.  THEN LEFT, WEST, ON A DIRT ROAD FOR
 CS2641'1.2 MILES TO A FORK.  THEN LEFT FORK FOR 0.9 MILE TO A T
 CS2641'INTERSECTION.  TURN LEFT, SOUTHERLY, FOR 0.25 MILE TO A FARM
 CS2641'HOUSE.  THEN RIGHT, WESTERLY, FOR 0.1 MILE TO A GATE AND THE
 CS2641'AZIMUTH MARK ON THE RIGHT.  PASS THROUGH THE GATE AND CONTINUE
 CS2641'WESTERLY FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 CS2641'
 CS2641'A 100 FOOT SIGNAL AT TOOL IS VISIBLE AT 64 FEET.
 CS2641'
 CS2641'A 87 FOOT SIGNAL AT SANDERS IS VISIBLE AT 64 FEET.
 CS2641'
 CS2641'A 100 FOOT SIGNAL AT SAND IS VISIBLE AT 64 FEET.
 CS2641'
 CS2641'AN 87 FOOT SIGNAL AT LAKE IS VISIBLE FROM THE GROUND.
 CS2641'
 CS2641'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 64 FEET.
 CS2641'
 CS2641'A 100 FOOT SIGNAL AT TRINIDAD IS VISIBLE AT 64 FEET.
 CS2641'
 CS2641'A 100 FOOT SIGNAL AT HALSEY IS VISIBLE AT 64 FEET.
 CS2641'
 CS2641'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2641
 CS2641                          STATION RECOVERY (1972)
 CS2641
 CS2641'RECOVERY NOTE BY MEYER AND ASSOCIATES INCORPORATED 1972 (RM)
 CS2641'RECOVERED BY MULOROW AND ASSOCIATES INC.
 CS2641'
 CS2641'TRIANGULATION STATION CAT - MONUMENT TIPPED OVER
 CS2641'
 CS2641'CAT AZI MARK - GOOD
 CS2641'
 CS2641'CAT RM 1 - GOOD
 CS2641'
 CS2641'CAT RM 2 - FOUND LOOSE ON TOP OF GROUND
 CS2641'
 CS2641'UNDERGROUND MARK IS PROBABLY UNDISTURBED - NOT SEARCHED FOR.
 CS2641'R.M. 2 NEEDS TO BE RESET.
 CS2641
 CS2641                          STATION RECOVERY (1976)
 CS2641
 CS2641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CS2641'THE STATION SURFACE MARK, REFERENCE MARK NO. 2, USED BM 178, AND THE
 CS2641'AZIMUTH MARK, WERE FOUND TO HAVE BEEN DESTROYED.
 CS2641'
 CS2641'THE STATION SUB-SURFACE MARK, AND REFERENCE MARK NO. 1, WERE
 CS2641'RECOVERED AND FOUND IN GOOD CONDITION.
 CS2641'
 CS2641'STATION SURFACE MARK, REFERENCE MARK NO. 3 AND THE AZIMUTH MARK WERE
 CS2641'RE-ESTABLISHED AT THIS TIME.
 CS2641'
 CS2641'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF TOOL, 5 MILES
 CS2641'NORTHWEST OF TRINIDAD, 2-1/2 MILES WEST OF STATE HIGHWAY 274, AND
 CS2641'ABOUT 300 FEET EAST OF THE REMAINS OF AN OLD BRIDGE CROSSING THE
 CS2641'TRINIDAD RIVER.
 CS2641'
 CS2641'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 31 AND
 CS2641'274, IN TRINIDAD, GO NORTHERLY ON STATE HIGHWAY 274 FOR 3.0 MILES
 CS2641'TO A SURFACE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON SURFACE
 CS2641'ROAD FOR 2.2 MILES TO A T INTERSECTION.  TURN LEFT AND GO SOUTH ON
 CS2641'GRAVEL ROAD FOR 0.2 MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CS2641'SOUTH ON MAIN ROAD FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT,
 CS2641'PASSING TO THE NORTH OF FARM HOUSE.  TURN RIGHT AND GO WEST ON
 CS2641'DIRT ROAD FOR 0.05 MILE TO GATE, PASS THROUGH GATE AND CONTINUE
 CS2641'WEST ON DIRT ROAD FOR 0.5 MILE TO REFERENCE MARK NO. 1 ON THE RIGHT,
 CS2641'HERE BEAR RIGHT AND GO NORTHWEST TO HIGHEST POINT OF A LOW RISE
 CS2641'AND STATION.
 CS2641'
 CS2641'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, THAT IS FLUSH
 CS2641'WITH THE GROUND AND IS STAMPED CAT 1947 1976.  IT IS 151 FEET NORTH
 CS2641'OF THE FENCE-LINE, 127 FEET NORTH OF THE CENTER OF DIRT ROAD, AND
 CS2641'110 FEET NORTHEAST OF A 20-INCH OAK TREE.
 CS2641'
 CS2641'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS2641'CONCRETE POST, THAT PROJECTS ABOUT 12-INCHES AND IS STAMPED CAT NO 1
 CS2641'1947.  IT IS 51 FEET NORTH OF FENCE-LINE, 26 FEET NORTH OF THE
 CS2641'CENTER OF DIRT ROAD AND 125 FEET EAST-SOUTHEAST OF A 20-INCH OAK
 CS2641'TREE.
 CS2641'
 CS2641'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS2641'POST, PROJECTING 12-INCHES AND IS STAMPED CAT 1947 1976.  IT IS 67
 CS2641'FEET NORTH OF A FENCE-CORNER, 95 FEET NORTH-NORTHWEST OF A
 CS2641'STOCK-LOADING SHUT, 22 FEET WEST OF CENTER OF DIRT ROAD, 2 FEET
 CS2641'SOUTH OF A METAL WITNESS POST AND 1-FOOT EAST OF THE FENCE-LINE.
 CS2641'
 CS2641'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS2641'CONCRETE POST FLUSH WITH THE GROUND STAMPED CAT 1947 NO. 3 1976, 54
 CS2641'FEET NORTH OF FENCE, 59 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 CS2641'2.6 FEET NORTH OF A 20-INCH OAK TREE.
 CS2641'
 CS2641'NEAREST TOWN--TRINIDAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1881 ***********************************************************************
 FL1881  DESIGNATION -  CAT
 FL1881  PID         -  FL1881
 FL1881  STATE/COUNTY-  TX/HEMPHILL
 FL1881  USGS QUAD   -  BLUE RIDGE SCHOOL (1967)
 FL1881
 FL1881                         *CURRENT SURVEY CONTROL
 FL1881  ___________________________________________________________________
 FL1881* NAD 83(1993)-  35 47 37.61944(N)    100 10 11.19315(W)     ADJUSTED  
 FL1881* NAVD 88     -       785.     (meters)    2575.     (feet)  SCALED    
 FL1881  ___________________________________________________________________
 FL1881  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FL1881  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 FL1881
 FL1881  HORZ ORDER  -  SECOND
 FL1881
 FL1881.The horizontal coordinates were established by classical geodetic methods
 FL1881.and adjusted by the National Geodetic Survey in February 1996..
 FL1881
 FL1881.The orthometric height was scaled from a topographic map.
 FL1881
 FL1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1881
 FL1881.The geoid height was determined by GEOID03.
 FL1881
 FL1881;                    North         East     Units Scale Factor Converg.
 FL1881;SPC TX N     - 1,199,807.393   320,237.622   MT  0.99993233   +0 46 15.3
 FL1881;SPC TX N     - 3,936,368.09  1,050,646.26   sFT  0.99993233   +0 46 15.3
 FL1881;UTM  14      - 3,961,707.549   394,294.746   MT  0.99973768   -0 41 03.2
 FL1881
 FL1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1881!SPC TX N     -   0.99988117  x   0.99993233  =   0.99981351
 FL1881!UTM  14      -   0.99988117  x   0.99973768  =   0.99961888
 FL1881
 FL1881|---------------------------------------------------------------------|
 FL1881| PID    Reference Object                     Distance      Geod. Az  |
 FL1881|                                                           dddmmss.s |
 FL1881| CK9161 CAT RM 1                             12.297 METERS 08411     |
 FL1881| CK9160 CAT AZ MK                                          2682306.7 |
 FL1881| CK9162 CAT RM 2                             15.790 METERS 27443     |
 FL1881|---------------------------------------------------------------------|
 FL1881
 FL1881                          SUPERSEDED SURVEY CONTROL
 FL1881
 FL1881  NAD 83(1993)-  35 47 37.61957(N)    100 10 11.19323(W) AD(       ) 2
 FL1881  NAD 83(1986)-  35 47 37.62527(N)    100 10 11.18144(W) AD(       ) 2
 FL1881  NAD 27      -  35 47 37.46600(N)    100 10 09.73600(W) AD(       ) 2
 FL1881
 FL1881.Superseded values are not recommended for survey control.
 FL1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1881.See file dsdata.txt to determine how the superseded data were derived.
 FL1881
 FL1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9429561708(NAD 83)
 FL1881_MARKER: DS = TRIANGULATION STATION DISK
 FL1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1881
 FL1881  HISTORY     - Date     Condition        Report By
 FL1881  HISTORY     - 1952     MONUMENTED       CGS
 FL1881
 FL1881                          STATION DESCRIPTION
 FL1881
 FL1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1881'THE STATION IS LOCATED ABOUT 14.5 MILES AIRLINE SOUTHEAST OF
 FL1881'CANADIAN.  2-1/4 MILES EAST OF THE GEM POST OFFICE.  100 YARDS
 FL1881'NORTH OF A FARM HOUSE.  50 FEET NORTH OF THE CENTER LINE OF
 FL1881'STATE HIGHWAY 170 AND 20 FEET WEST OF A TELEPHONE POLE.
 FL1881'
 FL1881'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 FL1881'OF U.S. HIGHWAYS 60 AND 83 WITH MAIN STREET, IN CANADIAN, GO
 FL1881'SOUTH ON U.S. HIGHWAY 60 AND 83 FOR 7.5 MILES TO THE JUNCTION
 FL1881'OF THESE HIGHWAYS WITH STATE HIGHWAY 170.  KEEP LEFT ON
 FL1881'STATE HIGHWAY 170 FOR 12.7 MILES TO A DIRT CROSS ROAD AND
 FL1881'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON STATE HIGHWAY
 FL1881'170 FOR 0.7 MILES TO A POINT WHERE THE HIGHWAY GOES THROUGH
 FL1881'A CUT AND THE STATION ON THE LEFT, 20 FEET ABOVE THE SURFACE
 FL1881'OF THE HIGHWAY.
 FL1881'
 FL1881'THE STATION MARK, STAMPED CAT 1951, IS A BRONZE DISK SET IN
 FL1881'A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 6 FEET
 FL1881'SOUTH OF AN EAST-WEST FENCE LINE AND 5 FEET SOUTH OF A WHITE
 FL1881'WITNESS POST.
 FL1881'
 FL1881'REFERENCE MARK NO. 1, STAMPED CAT NO 1 1951, IS A BRONZE
 FL1881'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FL1881'IT IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 FL1881'
 FL1881'REFERENCE MARK NO. 2, STAMPED CAT NO 2 1951, IS A BRONZE DISK
 FL1881'SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 4
 FL1881'FEET EAST OF A HIGHWAY RIGHT-OF-WAY MARKER AND IS 1 FOOT SOUTH
 FL1881'OF AN EAST-WEST FENCE LINE.
 FL1881'
 FL1881'THE AZIMUTH MARK, STAMPED CAT 1951, IS A BRONZE DISK SET
 FL1881'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 75
 FL1881'FEET EAST OF THE CENTER OF A DIRT CROSS ROAD, 50 FEET SOUTH
 FL1881'OF THE CENTER LINE OF STATE HIGHWAY 170, AND 2 FEET NORTH OF
 FL1881'AN EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0737 ***********************************************************************
 AO0737  DESIGNATION -  CAT 2
 AO0737  PID         -  AO0737
 AO0737  STATE/COUNTY-  TX/DIMMIT
 AO0737  USGS QUAD   -  FARIAS TANK (1984)
 AO0737
 AO0737                         *CURRENT SURVEY CONTROL
 AO0737  ___________________________________________________________________
 AO0737* NAD 83(1993)-  28 17 32.19435(N)    099 48 40.52409(W)     ADJUSTED  
 AO0737* NAVD 88     -       223.5    (meters)     733.     (feet)  VERTCON   
 AO0737  ___________________________________________________________________
 AO0737  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AO0737  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AO0737
 AO0737  HORZ ORDER  -  FIRST
 AO0737
 AO0737.The horizontal coordinates were established by classical geodetic methods
 AO0737.and adjusted by the National Geodetic Survey in February 1996..
 AO0737
 AO0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0737
 AO0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0737
 AO0737.The geoid height was determined by GEOID03.
 AO0737
 AO0737;                    North         East     Units Scale Factor Converg.
 AO0737;SPC TXSC     - 4,051,141.881   520,418.077   MT  1.00002738   -0 23 50.8
 AO0737;SPC TXSC     -13,291,121.32  1,707,404.97   sFT  1.00002738   -0 23 50.8
 AO0737;UTM  14      - 3,129,846.934   420,449.976   MT  0.99967810   -0 23 04.3
 AO0737
 AO0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0737!SPC TXSC     -   0.99996864  x   1.00002738  =   0.99999602
 AO0737!UTM  14      -   0.99996864  x   0.99967810  =   0.99964675
 AO0737
 AO0737:                Primary Azimuth Mark                     Grid Az
 AO0737:SPC TXSC     -  ASHERTON TANK                            018 34 11.2
 AO0737:UTM  14      -  ASHERTON TANK                            018 33 24.7
 AO0737
 AO0737|---------------------------------------------------------------------|
 AO0737| PID    Reference Object                     Distance      Geod. Az  |
 AO0737|                                                           dddmmss.s |
 AO0737| AO0734 ASHERTON TANK                       APPROX.17.6 KM 0181020.4 |
 AO0737| CV4486 CAT 2 RM 2                           18.592 METERS 04633     |
 AO0737| AO0719 CATARINA STANDPIPE                  APPROX.19.9 KM 0733711.0 |
 AO0737| CV4485 CAT 2 AZ MK                                        2065431.2 |
 AO0737| CV4487 CAT 2 RM 3                           13.597 METERS 29646     |
 AO0737|---------------------------------------------------------------------|
 AO0737
 AO0737                          SUPERSEDED SURVEY CONTROL
 AO0737
 AO0737  NAD 83(1986)-  28 17 32.19130(N)    099 48 40.50073(W) AD(       ) 1
 AO0737  NAD 27      -  28 17 31.21436(N)    099 48 39.31356(W) AD(       ) 1
 AO0737  NGVD 29 (07/19/86)  223.4    (m)          733.     (f) VERT ANG       
 AO0737
 AO0737.Superseded values are not recommended for survey control.
 AO0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0737.See file dsdata.txt to determine how the superseded data were derived.
 AO0737
 AO0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS2045029847(NAD 83)
 AO0737_MARKER: DS = TRIANGULATION STATION DISK
 AO0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0737_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0737
 AO0737  HISTORY     - Date     Condition        Report By
 AO0737  HISTORY     - 1972     MONUMENTED       NGS
 AO0737
 AO0737                          STATION DESCRIPTION
 AO0737
 AO0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0737'THE STATION IS ABOUT 16 MILES SOUTH AND 3 MILES EAST OF CARRIZO
 AO0737'SPRINGS, 12-1/2 MILES WEST AND 4 MILES SOUTH OF CATARINA, 10 MILES
 AO0737'SOUTH AND 3 MILES WEST OF ASHERTON AND ON THE BRISCOE RANCH, OWNED
 AO0737'BY DOLPH BRISCOE, PHONE NUMBER 999-3264.
 AO0737'
 AO0737'TO REACH THE STATION FROM THE POST OFFICE IN CATARINA, GO NORTH AND
 AO0737'NORTHWEST OF U.S. HIGHWAY 83 FOR 2.2 MILES TO A SIDE ROAD LEFT, TURN
 AO0737'LEFT AND GO SOUTHWEST ON FARM ROAD 2688 FOR 12.7 MILES TO A SIDE
 AO0737'ROAD LEFT, CONTINUE SOUTHWEST ON A PAVED ROAD FOR 0.4 MILE TO WHERE
 AO0737'THE PAVED ROAD TURNS LEFT, AN AIRFIELD ON THE LEFT, A GATE AHEAD
 AO0737'AND ANOTHER GATE ON THE RIGHT.  TURN RIGHT PASSING THROUGH THE
 AO0737'GATE AND GO NORTH ON A BLADED ROAD FOR 1.9 MILES TO A CORRAL, A LARGE
 AO0737'CONCRETE WATER TANK AND THE AZIMUTH MARK ON THE LEFT AT A METAL
 AO0737'GATE AHEAD.  PASS THROUGH GATE AND GO NORTH-NORTHEAST ON A BLADED
 AO0737'ROAD FOR 0.55 MILE TO THE TOP OF A RIDGE AND THE STATION ON THE
 AO0737'RIGHT.
 AO0737'
 AO0737'STATION MARKS ARE STANDARD DISKS, STAMPED CAT 2 1972.  THE SURFACE
 AO0737'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0737'THAT PROJECTS 3 INCHES.  IT IS 30.0 FEET EAST-SOUTHEAST OF THE
 AO0737'CENTER OF THE BLADED ROAD AND 4.6 FEET NORTH OF A WITNESS POST.  THE
 AO0737'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 AO0737'INCHES BELOW THE GROUND SURFACE.
 AO0737'
 AO0737'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAT 2 NO 2 1972, SET IN
 AO0737'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AO0737'INCHES.  IT IS 48.9 FEET NORTHEAST OF THE WITNESS POST, 40.0 FEET
 AO0737'EAST-SOUTHEAST OF THE CENTER OF THE ROAD AND ABOUT THE SAME
 AO0737'ELEVATION AS THE STATION.
 AO0737'
 AO0737'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CAT 2 NO 3 1972, SET IN
 AO0737'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AO0737'INCHES.  IT IS 61.7 FEET WEST-NORTHWEST OF THE WITNESS POST, 32.0
 AO0737'FEET WEST-NORTHWEST OF THE CENTER OF THE ROAD AND ABOUT THE SAME
 AO0737'ELEVATION AS THE STATION.
 AO0737'
 AO0737'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAT 2 1972, SET IN THE TOP
 AO0737'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1 INCH.
 AO0737'IT IS 78.0 FEET EAST OF THE EAST SIDE OF A LARGE CONCRETE WATER
 AO0737'TANK, 12.0 FEET WEST OF THE CENTER OF THE GATE, 3.5 FEET
 AO0737'NORTHWEST OF A WITNESS POST IN A FENCE CORNER AND 0.7 FOOT
 AO0737'SOUTHWEST OF A FENCE.
 AO0737'
 AO0737'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2669 ***********************************************************************
 AX2669  DESIGNATION -  CAT SPRING
 AX2669  PID         -  AX2669
 AX2669  STATE/COUNTY-  TX/AUSTIN
 AX2669  USGS QUAD   -  CAT SPRING (1981)
 AX2669
 AX2669                         *CURRENT SURVEY CONTROL
 AX2669  ___________________________________________________________________
 AX2669* NAD 83(1993)-  29 50 35.37932(N)    096 19 42.61369(W)     ADJUSTED  
 AX2669* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 AX2669  ___________________________________________________________________
 AX2669  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AX2669  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX2669
 AX2669  HORZ ORDER  -  SECOND
 AX2669
 AX2669.The horizontal coordinates were established by classical geodetic methods
 AX2669.and adjusted by the National Geodetic Survey in February 1996..
 AX2669
 AX2669.The orthometric height was scaled from a topographic map.
 AX2669
 AX2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2669
 AX2669.The geoid height was determined by GEOID03.
 AX2669
 AX2669;                    North         East     Units Scale Factor Converg.
 AX2669;SPC TXSC     - 4,225,692.922   858,119.457   MT  0.99990246   +1 18 31.7
 AX2669;SPC TXSC     -13,863,794.19  2,815,346.92   sFT  0.99990246   +1 18 31.7
 AX2669;UTM  14      - 3,304,402.318   758,111.368   MT  1.00042206   +1 19 48.5
 AX2669
 AX2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2669!SPC TXSC     -   0.99998870  x   0.99990246  =   0.99989116
 AX2669!UTM  14      -   0.99998870  x   1.00042206  =   1.00041076
 AX2669
 AX2669:                Primary Azimuth Mark                     Grid Az
 AX2669:SPC TXSC     -  CAT SPRING AZ MK                         027 05 21.5
 AX2669:UTM  14      -  CAT SPRING AZ MK                         027 04 04.7
 AX2669
 AX2669|---------------------------------------------------------------------|
 AX2669| PID    Reference Object                     Distance      Geod. Az  |
 AX2669|                                                           dddmmss.s |
 AX2669| CV7006 CAT SPRING AZ MK                                   0282353.2 |
 AX2669| AX2668 BELLVILLE AUSTIN CO CH TOWER        APPROX.13.7 KM 0300228.8 |
 AX2669| CV7007 CAT SPRING RM 1                      59.085 METERS 03017     |
 AX2669| AX2648 PETERS RAD SUB STA KKC 655 MST      APPROX.12.3 KM 0864130.4 |
 AX2669| CV7008 CAT SPRING RM 2                      34.555 METERS 28345     |
 AX2669|---------------------------------------------------------------------|
 AX2669
 AX2669                          SUPERSEDED SURVEY CONTROL
 AX2669
 AX2669  NAD 83(1986)-  29 50 35.39451(N)    096 19 42.59813(W) AD(       ) 2
 AX2669  NAD 27      -  29 50 34.56800(N)    096 19 41.72300(W) AD(       ) 2
 AX2669
 AX2669.Superseded values are not recommended for survey control.
 AX2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2669.See file dsdata.txt to determine how the superseded data were derived.
 AX2669
 AX2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5811104402(NAD 83)
 AX2669_MARKER: DG = GRAVITY STATION DISK
 AX2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2669
 AX2669  HISTORY     - Date     Condition        Report By
 AX2669  HISTORY     - 1954     MONUMENTED       CGS
 AX2669  HISTORY     - 1963     GOOD             CGS
 AX2669  HISTORY     - 19991017 GOOD             USPSQD
 AX2669
 AX2669                          STATION DESCRIPTION
 AX2669
 AX2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2669'THE STATION IS LOCATED 0.25 MILE SOUTH OF THE POST OFFICE
 AX2669'IN THE VILLAGE OF CAT SPRING AND IN THE SOUTHEAST CORNER OF
 AX2669'A PASTURE OWNED BY MR. AUG SECHTING.
 AX2669'
 AX2669'TO REACH THE STATION FROM THE POST OFFICE IN CAT SPRING,
 AX2669'GO SOUTH, CROSSING RAILROAD TRACKS, ON A GRAVEL ROAD FOR 0.2
 AX2669'MILE TO A BOARD GATE ON THE RIGHT.  PASS THROUGH GATE THEN
 AX2669'FOLLOW ROAD RIGHT-OF-WAY FENCELINE FOR 0.05 MILE TO THE
 AX2669'SOUTHEAST CORNER OF THE PASTURE AND THE STATION SITE.
 AX2669'
 AX2669'TO REACH THE AZIMUTH MARK FROM THE DEPOT IN CAT SPRING, GO
 AX2669'NORTHEAST ON FARM ROAD 1088 FOR 0.4 MILE TO THE HOME OF MR.
 AX2669'AD KOLLATCHNY AND THE MARK ON THE LEFT AS DESCRIBED.
 AX2669'
 AX2669'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2669'POST PROJECTING 4 INCHES.  IT IS 60 FEET WEST OF THE CENTERLINE
 AX2669'OF A GRAVEL ROAD, 36 FEET NORTHWEST OF A T-TYPE FENCE CORNER,
 AX2669'14.5 FEET NORTH OF AN EAST-WEST FENCELINE AND 5 FEET NORTH
 AX2669'OF A WITNESS POST.  THE MARK IS STAMPED CAT SPRING 1954.
 AX2669'
 AX2669'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2669'POST PROJECTING 6 INCHES.  IT IS 23 FEET WEST OF THE CENTERLINE
 AX2669'OF A GRAVEL ROAD, IN A NORTH-SOUTH FENCELINE AND AT THE EAST
 AX2669'EDGE OF THE PASTURE.  THE MARK IS STAMPED CAT SPRING NO 1
 AX2669'1954.
 AX2669'
 AX2669'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2669'POST PROJECTING 6 INCHES.  IT IS AT THE SOUTH EDGE OF THE PASTURE
 AX2669'AND 1 FOOT NORTH OF AN EAST-WEST FENCELINE.  THE MARK IS STAMPED
 AX2669'CAT SPRING NO 2 1954.
 AX2669'
 AX2669'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX2669'POST PROJECTING 4 INCHES.  IT IS 60 FEET SOUTHEAST OF THE
 AX2669'CORNER OF MR. KELLATCHNYS HOUSE, 40 FEET WEST OF THE CENTER
 AX2669'OF A T-ROAD INTERSECTION, 25 FEET SOUTH OF A WHITE PICKET
 AX2669'FENCE CORNER OF THE YARD, 2 FEET SOUTH OF A WITNESS POST AND
 AX2669'1 FOOT EAST OF THE RIGHT-OF-WAY FENCELINE.  THE MARK IS STAMPED
 AX2669'CAT SPRING 1954.
 AX2669
 AX2669                          STATION RECOVERY (1963)
 AX2669
 AX2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2669'STATION AND REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH
 AX2669'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2669'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2669
 AX2669                          STATION RECOVERY (1999)
 AX2669
 AX2669'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0722 ***********************************************************************
 AO0722  DESIGNATION -  CATARINA
 AO0722  PID         -  AO0722
 AO0722  STATE/COUNTY-  TX/DIMMIT
 AO0722  USGS QUAD   -  MAC DONALD LAKE (1982)
 AO0722
 AO0722                         *CURRENT SURVEY CONTROL
 AO0722  ___________________________________________________________________
 AO0722* NAD 83(1993)-  28 22 38.81845(N)    099 39 01.17516(W)     ADJUSTED  
 AO0722* NAVD 88     -       173.26   (+/-2cm)     568.4    (feet)  VERTCON   
 AO0722  ___________________________________________________________________
 AO0722  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AO0722  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AO0722
 AO0722  HORZ ORDER  -  FIRST
 AO0722  VERT ORDER  -  THIRD ? (See Below)
 AO0722
 AO0722.The horizontal coordinates were established by classical geodetic methods
 AO0722.and adjusted by the National Geodetic Survey in February 1996..
 AO0722
 AO0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0722.The vertical order pertains to the NGVD 29 superseded value.
 AO0722
 AO0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0722
 AO0722.The geoid height was determined by GEOID03.
 AO0722
 AO0722;                    North         East     Units Scale Factor Converg.
 AO0722;SPC TXSC     - 4,060,482.550   536,257.174   MT  1.00000169   -0 19 07.0
 AO0722;SPC TXSC     -13,321,766.50  1,759,370.41   sFT  1.00000169   -0 19 07.0
 AO0722;UTM  14      - 3,139,187.416   436,281.695   MT  0.99965011   -0 18 32.7
 AO0722
 AO0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0722!SPC TXSC     -   0.99997658  x   1.00000169  =   0.99997827
 AO0722!UTM  14      -   0.99997658  x   0.99965011  =   0.99962669
 AO0722
 AO0722:                Primary Azimuth Mark                     Grid Az
 AO0722:SPC TXSC     -  ARTESIA WELLS RAD MAST                   110 55 33.6
 AO0722:UTM  14      -  ARTESIA WELLS RAD MAST                   110 54 59.3
 AO0722
 AO0722|---------------------------------------------------------------------|
 AO0722| PID    Reference Object                     Distance      Geod. Az  |
 AO0722|                                                           dddmmss.s |
 AO0722| AO0714 ARTESIA WELLS RAD MAST              APPROX.25.2 KM 1103626.6 |
 AO0722| CV4489 CATARINA RM 1                        17.357 METERS 11417     |
 AO0722| CV4488 CATARINA AZ MK                                     1391030.3 |
 AO0722| AO0719 CATARINA STANDPIPE                  APPROX. 5.1 KM 1391647.5 |
 AO0722| CV4490 CATARINA RM 2                        17.875 METERS 33420     |
 AO0722|---------------------------------------------------------------------|
 AO0722
 AO0722                          SUPERSEDED SURVEY CONTROL
 AO0722
 AO0722  NAD 83(1986)-  28 22 38.81566(N)    099 39 01.15201(W) AD(       ) 1
 AO0722  NAD 27      -  28 22 37.85192(N)    099 38 59.98600(W) AD(       ) 1
 AO0722  NGVD 29 (07/19/86)  173.16   (m)          568.1    (f) LEVELING    3  
 AO0722
 AO0722.Superseded values are not recommended for survey control.
 AO0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0722.See file dsdata.txt to determine how the superseded data were derived.
 AO0722
 AO0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS3628239187(NAD 83)
 AO0722_MARKER: DS = TRIANGULATION STATION DISK
 AO0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0722_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0722
 AO0722  HISTORY     - Date     Condition        Report By
 AO0722  HISTORY     - 1972     MONUMENTED       NGS
 AO0722  HISTORY     - 19971025 GOOD             USPSQD
 AO0722
 AO0722                          STATION DESCRIPTION
 AO0722
 AO0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0722'THE STATION IS ABOUT 14 MILES SOUTH AND 5-1/2 MILES WEST OF BIG,
 AO0722'WELLS, 6-1/2 MILES EAST AND 4 MILES SOUTH OF ASHERTON, 2 MILES NORTH
 AO0722'AND 2-1/2 MILES WEST OF CATARINA AND ON THE EAST RIGHT-OF-WAY OF
 AO0722'U.S.  HIGHWAY 83.
 AO0722'
 AO0722'TO REACH THE STATION FROM THE POST OFFICE IN CATARINA GO NORTH AND
 AO0722'NORTHWEST ON U.S. HIGHWAY 83 FOR 2.15 MILES TO A SIDE ROAD ON THE
 AO0722'LEFT, FARM ROAD 2688, CONTINUE NORTHWEST ON HIGHWAY 83 FOR 0.4 MILE
 AO0722'TO AZIMUTH MARK ON THE LEFT, CONTINUE NORTHWEST ON HIGHWAY 83 FOR
 AO0722'0.45 MILE TO THE STATION ON THE RIGHT.
 AO0722'
 AO0722'STATION MARKS ARE STANDARD DISKS, STAMPED CATARINA 1972.  THE SURFACE
 AO0722'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0722'THAT IS 6 INCHES UNDERGROUND.  IT IS 101.0 FEET NORTHEAST OF THE
 AO0722'CENTER OF THE HIGHWAY, 20.1 FEET SOUTHWEST OF A WITNESS POST AND
 AO0722'20.5 FEET SOUTHWEST OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN
 AO0722'IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 AO0722'
 AO0722'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CATARINA NO 1 1972, SET
 AO0722'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0722'WITH THE GROUND.  IT IS 121.0 FEET NORTHEAST OF THE CENTER OF THE
 AO0722'HIGHWAY, 53.3 FEET SOUTHEAST OF THE WITNESS POST, 0.7 FOOT
 AO0722'SOUTHWEST OF THE FENCE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 AO0722'
 AO0722'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CATARINA NO 2 1972, SET
 AO0722'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0722'WITH THE GROUND.  IT IS 121.0 FEET NORTHEAST OF THE CENTER OF THE
 AO0722'HIGHWAY, 55.6 FEET NORTHWEST OF THE WITNESS POST, 0.5 FOOT
 AO0722'SOUTHWEST OF THE FENCE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 AO0722'
 AO0722'AZIMUTH MARK IS A STANDARD DISK, STAMPED CATARINA 1972, SET IN THE
 AO0722'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1
 AO0722'INCH.  IT IS 80.0 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 21.6
 AO0722'FEET WEST-NORTHWEST OF A TELEPHONE LINE POLE NUMBERED 2280, 2.0
 AO0722'FEET EAST OF A WITNESS POST AND 1.0 FOOT NORTHEAST OF A FENCE.
 AO0722'
 AO0722'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 AO0722
 AO0722                          STATION RECOVERY (1997)
 AO0722
 AO0722'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0719 ***********************************************************************
 AO0719  DESIGNATION -  CATARINA STANDPIPE
 AO0719  PID         -  AO0719
 AO0719  STATE/COUNTY-  TX/DIMMIT
 AO0719  USGS QUAD   -  CATARINA (1982)
 AO0719
 AO0719                         *CURRENT SURVEY CONTROL
 AO0719  ___________________________________________________________________
 AO0719* NAD 83(1993)-  28 20 33.94810(N)    099 36 59.70241(W)     ADJUSTED  
 AO0719* NAVD 88     -                                                        
 AO0719  ___________________________________________________________________
 AO0719  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AO0719  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0719
 AO0719  HORZ ORDER  -  THIRD
 AO0719
 AO0719.The horizontal coordinates were established by classical geodetic methods
 AO0719.and adjusted by the National Geodetic Survey in February 1996..
 AO0719
 AO0719
 AO0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0719
 AO0719.The geoid height was determined by GEOID03.
 AO0719
 AO0719;                    North         East     Units Scale Factor Converg.
 AO0719;SPC TXSC     - 4,056,620.555   539,544.196   MT  1.00001189   -0 18 07.5
 AO0719;SPC TXSC     -13,309,095.94  1,770,154.58   sFT  1.00001189   -0 18 07.5
 AO0719;UTM  14      - 3,135,327.348   439,568.172   MT  0.99964507   -0 17 33.8
 AO0719
 AO0719                          SUPERSEDED SURVEY CONTROL
 AO0719
 AO0719  NAD 83(1986)-  28 20 33.94537(N)    099 36 59.67907(W) AD(       ) 4
 AO0719  NAD 27      -  28 20 32.97598(N)    099 36 58.51821(W) AD(       ) 3
 AO0719
 AO0719.Superseded values are not recommended for survey control.
 AO0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0719.See file dsdata.txt to determine how the superseded data were derived.
 AO0719
 AO0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS3956835327(NAD 83)
 AO0719_MARKER: 52 = STANDPIPE TANK
 AO0719
 AO0719  HISTORY     - Date     Condition        Report By
 AO0719  HISTORY     - 1972     FIRST OBSERVED   NGS
 AO0719  HISTORY     - 19970802 POOR             USPSQD
 AO0719
 AO0719                          STATION DESCRIPTION
 AO0719
 AO0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0719'THE STATION, CATARINA STANDPIPE, IS THE CENTER OF THE TOP OF A
 AO0719'STANDPIPE THAT HAS AN OVERALL HEIGHT OF 120 FEET.  IT IS LOCATED IN
 AO0719'THE SMALL TOWN OF CATARINA AND IS OWNED BY THE BURNS WATER SUPPLY
 AO0719'COMPANY OF CATARINA.
 AO0719'
 AO0719'TO REACH THE STATION FROM THE POST OFFICE IN CATARINA, GO SOUTH ON
 AO0719'U.S. HIGHWAY 83 FOR 0.5 MILE TO A BLADED ROAD ON THE RIGHT AT THE
 AO0719'CATARINA COMMUNITY CHURCH.  TURN RIGHT AND GO WEST ON THE BLADED
 AO0719'ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 AO0719
 AO0719                          STATION RECOVERY (1997)
 AO0719
 AO0719'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0719'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0738 ***********************************************************************
 CR0738  DESIGNATION -  CATES
 CR0738  PID         -  CR0738
 CR0738  STATE/COUNTY-  TX/VAN ZANDT
 CR0738  USGS QUAD   -  BEN WHEELER (1984)
 CR0738
 CR0738                         *CURRENT SURVEY CONTROL
 CR0738  ___________________________________________________________________
 CR0738* NAD 83(1993)-  32 25 34.81208(N)    095 42 04.12007(W)     ADJUSTED  
 CR0738* NAVD 88     -       190.080  (meters)     623.62   (feet)  ADJUSTED  
 CR0738  ___________________________________________________________________
 CR0738  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CR0738  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CR0738  DYNAMIC HT  -         189.859 (meters)     622.90  (feet)  COMP
 CR0738  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CR0738
 CR0738  HORZ ORDER  -  FIRST
 CR0738  VERT ORDER  -  SECOND    CLASS 0
 CR0738
 CR0738.The horizontal coordinates were established by classical geodetic methods
 CR0738.and adjusted by the National Geodetic Survey in February 1996..
 CR0738
 CR0738.The orthometric height was determined by differential leveling
 CR0738.and adjusted by the National Geodetic Survey in June 1991..
 CR0738
 CR0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0738
 CR0738.The geoid height was determined by GEOID03.
 CR0738
 CR0738.The dynamic height is computed by dividing the NAVD 88
 CR0738.geopotential number by the normal gravity value computed on the
 CR0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0738.degrees latitude (g = 980.6199 gals.).
 CR0738
 CR0738.The modeled gravity was interpolated from observed gravity values.
 CR0738
 CR0738;                    North         East     Units Scale Factor Converg.
 CR0738;SPC TXNC     - 2,087,746.945   863,192.460   MT  0.99993174   +1 31 35.3
 CR0738;SPC TXNC     - 6,849,549.77  2,831,990.60   sFT  0.99993174   +1 31 35.3
 CR0738;UTM  15      - 3,590,905.288   246,009.818   MT  1.00039559   -1 26 57.0
 CR0738
 CR0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0738!SPC TXNC     -   0.99997422  x   0.99993174  =   0.99990596
 CR0738!UTM  15      -   0.99997422  x   1.00039559  =   1.00036980
 CR0738
 CR0738:                Primary Azimuth Mark                     Grid Az
 CR0738:SPC TXNC     -  VAN MUNICIPAL TANK                       027 10 30.7
 CR0738:UTM  15      -  VAN MUNICIPAL TANK                       030 09 03.0
 CR0738
 CR0738|---------------------------------------------------------------------|
 CR0738| PID    Reference Object                     Distance      Geod. Az  |
 CR0738|                                                           dddmmss.s |
 CR0738| CR1325 VAN MUNICIPAL TANK                  APPROX.13.1 KM 0284206.0 |
 CR0738| CR0739 CATES RM 1                           25.357 METERS 05553     |
 CR0738| CX9169 CATES AZ MK 3                                      0795423.5 |
 CR0738| CX9168 CATES AZ MK 2                                      0803751.0 |
 CR0738| CR0748 CALLAWAY                            APPROX. 7.0 KM 3333400.3 |
 CR0738| CR1297 TV STATION KLTV RELAY MAST          APPROX. 7.6 KM 3372948.1 |
 CR0738| CR0737 CATES RM 2                           35.226 METERS 33955     |
 CR0738|---------------------------------------------------------------------|
 CR0738
 CR0738                          SUPERSEDED SURVEY CONTROL
 CR0738
 CR0738  NAD 83(1986)-  32 25 34.81975(N)    095 42 04.10536(W) AD(       ) 1
 CR0738  NAD 27      -  32 25 34.31000(N)    095 42 03.23500(W) AD(       ) 1
 CR0738  NGVD 29 (??/??/92)  190.093  (m)          623.66   (f) ADJ UNCH    2 0
 CR0738
 CR0738.Superseded values are not recommended for survey control.
 CR0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0738.See file dsdata.txt to determine how the superseded data were derived.
 CR0738
 CR0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR4601090905(NAD 83)
 CR0738_MARKER: DS = TRIANGULATION STATION DISK
 CR0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0738_STAMPING: CATES 1935
 CR0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0738+STABILITY: SURFACE MOTION
 CR0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0738+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0738
 CR0738  HISTORY     - Date     Condition        Report By
 CR0738  HISTORY     - 1935     MONUMENTED       CGS
 CR0738  HISTORY     - 1937     GOOD             TXHD
 CR0738  HISTORY     - 1948     GOOD             NGS
 CR0738  HISTORY     - 1950     GOOD             CGS
 CR0738  HISTORY     - 1956     GOOD             CGS
 CR0738  HISTORY     - 1957     GOOD             CGS
 CR0738  HISTORY     - 19780226 GOOD             USGS
 CR0738  HISTORY     - 19950904 GOOD             USPSQD
 CR0738  HISTORY     - 20040605 GOOD             USPSQD
 CR0738  HISTORY     - 20050711 GOOD             USPSQD
 CR0738
 CR0738                          STATION DESCRIPTION
 CR0738
 CR0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR0738'STATION IS ABOUT 1-1/2 MILES S OF BEN WHEELER, ON THE HIGHEST
 CR0738'POINT IN THE VICINITY ON LAND OWNED BY MRS. BEN CATES.  THE
 CR0738'MARK IS IN THE FENCE ALONG THE S EDGE OF THE BACK YARD OF THE
 CR0738'FARMHOUSE, IN LINE WITH THE E RIGHT-OF-WAY FENCE OF THE ROAD TO
 CR0738'THE N, 174 FEET S OF THE S SIDE OF THE HOUSE.  64 FEET W OF AN
 CR0738'OPEN WELL.  AND PROJECTS 3 INCHES.
 CR0738'
 CR0738'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR0738'BRONZE DISKS SET IN CONCRETE.
 CR0738'
 CR0738'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1/2 FOOT W OF THE
 CR0738'FENCE ALONG THE E SIDE OF THE YARD, 125 FEET SSE OF THE SE
 CR0738'CORNER OF THE HOUSE, 30 FEET N OF THE WELL, 124.88 FEET ESE OF
 CR0738'REFERENCE MARK NO. 2 AND PROJECTS 3 INCHES.
 CR0738'
 CR0738'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 1 FOOT E OF THE
 CR0738'FENCE ALONG THE W SIDE OF THE YARD, 90 FEET SW OF THE SW
 CR0738'CORNER OF THE HOUSE, AND PROJECTS 3 INCHES.
 CR0738'
 CR0738'THE AZIMUTH MARK IS N OF THE STATION, 1 FOOT W OF THE E RIGHT-OF-WAY
 CR0738'FENCE OF THE N-S ROAD, 50 FEET S OF A T-ROAD W, AND PROJECTS
 CR0738'4 INCHES.
 CR0738'
 CR0738'TO REACH FROM THE S EDGE OF BEN WHEELER, WHERE STATE HIGHWAY
 CR0738'64 SWINGS SE, GO DUE S ON A DIRT ROAD 1.3 MILES TO POINT WHERE
 CR0738'THE ROAD TURNS E.  THE STATION IS THEN STRAIGHT AHEAD ABOUT 100
 CR0738'YARDS.
 CR0738'
 CR0738'ALL LIGHTS COME INTO VIEW AT 37 FEET.
 CR0738
 CR0738                          STATION RECOVERY (1937)
 CR0738
 CR0738'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CR0738'DESCRIPTION SATISFACTORY.  STATION AND REFERENCE MARK NO. 1
 CR0738'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CR0738
 CR0738                          STATION RECOVERY (1948)
 CR0738
 CR0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CR0738'1.3 MI S FROM BEN WHEELER.
 CR0738'0.1 MILE SOUTH ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT BEN
 CR0738'WHEELER, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD, 247.0 FEET
 CR0738'SOUTH OF THE CENTER LINE OF THE ROAD (MEASURED FROM THE SOUTHEAST END
 CR0738'OF A CURVE), 66.6 FEET WEST OF THE CENTER OF AN OPEN TOP WELL, 39.7
 CR0738'FEET EAST OF A FENCE, 36.5 FEET SOUTHEAST OF A 24-INCH OAK TREE, 1.8
 CR0738'FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 CR0738'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0738
 CR0738                          STATION RECOVERY (1950)
 CR0738
 CR0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR0738'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CR0738'CONDITION EXCEPT THE AZIMUTH MARK HAD BEEN DESTROYED.  A NEW
 CR0738'DESCRIPTION FOLLOWS.
 CR0738'
 CR0738'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF THE VILLAGE
 CR0738'OF BEN WHEELER.  IT IS ON LINE WITH THE EAST RIGHT-OF-WAY
 CR0738'FENCE OF THE ROAD TO THE NORTH, 64 FEET WEST-SOUTHWEST OF AN
 CR0738'OLD WELL, 40 FEET EAST-SOUTHEAST OF A T-FENCE CORNER, 39 FEET
 CR0738'EAST OF A FENCE AND 1.7 FEET EAST OF A WITNESS POST.  THE MARK
 CR0738'PROJECTS 6 INCHES AND THE DISK IS STAMPED CATES 1935.
 CR0738'
 CR0738'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AND 30
 CR0738'FEET NORTH OF AN OLD WELL.  THE MARK PROJECTS 6 INCHES AND THE
 CR0738'DISK IS STAMPED CATES NO 1 1935.
 CR0738'
 CR0738'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION AND 1
 CR0738'FOOT EAST OF A FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 CR0738'IS STAMPED CATES NO 2 1935.
 CR0738'
 CR0738'AZIMUTH MARK IS ABOUT 0.15 MILE EAST-NORTHEAST OF THE STATION,
 CR0738'15 FEET SOUTH OF THE THE CENTERLINE OF THE ROAD, 4.4 FEET
 CR0738'SOUTHEAST OF A GATE POST AND 1.4 FEET SOUTH OF THE FENCE.
 CR0738'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CATES 1950.
 CR0738'
 CR0738'TO REACH FROM THE SOUTH EDGE OF BEN WHEELER WHERE U.S. HIGHWAY
 CR0738'64 CURVES TO THE SOUTHEAST, GO SOUTH ON A NARROW OILED ROAD
 CR0738'1.25 MILES TO WHERE THE ROAD TURNS (EAST) LEFT, HERE KEEP
 CR0738'STRAIGHT AHEAD ON TRACK ROAD 0.05 MILE TO THE STATION.
 CR0738'
 CR0738'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.05 MILE
 CR0738'TO OILED ROAD, TURN RIGHT (EAST) 0.15 MILE TO THE MARK ON
 CR0738'THE RIGHT.
 CR0738'
 CR0738'A 64 FT. SIGNAL AT CHURCH 1935 IS VISIBLE AT 50 FEET.
 CR0738'
 CR0738'A 77 FT. SIGNAL AT PARKER IS VISIBLE AT 37 FEET.
 CR0738'
 CR0738'A 64 FT. SIGNAL AT ECHOLS 1935 AND LILES IS VISIBLE AT 37 FT.
 CR0738
 CR0738                          STATION RECOVERY (1956)
 CR0738
 CR0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR0738'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 CR0738'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CR0738'STATION SITE ARE CORRECT.
 CR0738
 CR0738                          STATION RECOVERY (1957)
 CR0738
 CR0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR0738'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CR0738'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 CR0738'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  A NEW AND COMPLETE
 CR0738'DESCRIPTION FOLLOWS--
 CR0738'
 CR0738'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF THE VILLAGE
 CR0738'OF BEN WHEELER ON A SANDY KNOLL THAT IS TIMBERED BY OAK TREES.
 CR0738'IT IS ABOUT 250 FEET SOUTH OF A RIGHT-ANGLE CURVE IN AN OILED
 CR0738'ROAD AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 CR0738'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CATES
 CR0738'1935.
 CR0738'
 CR0738'REFERENCE MARK NO. 1 IS 4 FEET SOUTH OF AN OAK TREE.  THE MARK
 CR0738'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR0738'CATES NO 1 1935.
 CR0738'
 CR0738'REFERENCE MARK NO. 2 IS 7 FEET SOUTH-SOUTHEAST OF AN 8-INCH
 CR0738'OAK TREE AND 1 FOOT EAST OF A FENCE.  THE MARK IS SET FLUSH
 CR0738'WITH THE SURFACE OF THE GROUND AND IS STAMPED CATES NO 2 1935.
 CR0738'
 CR0738'AZIMUTH MARK IS 38 FEET WEST OF THE POINT WHERE AN OILED ROAD
 CR0738'TURNS TO GRAVEL, 16 FEET SOUTH OF THE CENTER OF AN OILED ROAD,
 CR0738'4 FEET WEST OF AN 18-INCH OAK TREE, 2 FEET SOUTHWEST OF A
 CR0738'WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 CR0738'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR0738'STAMPED CATES RESET 1935 1957.
 CR0738'
 CR0738'TO REACH THE STATION FROM THE POST OFFICE IN BEN WHEELER,
 CR0738'GO SOUTH ON FARM ROAD 773 FOR 0.05 MILE TO AN OILED SIDE
 CR0738'ROAD RIGHT WHERE FARM ROAD 773 TURNS LEFT, KEEP RIGHT ON
 CR0738'OILED ROAD AND CONTINUE SOUTH FOR 1.3 MILES TO A SHARP CURVE
 CR0738'LEFT* AND STATION ABOUT 250 FEET AHEAD AS DESCRIBED.
 CR0738'
 CR0738'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND
 CR0738'GO EAST ON OILED ROAD FOR 0.1 MILE TO THE MARK ON RIGHT
 CR0738'AS DESCRIBED.
 CR0738'
 CR0738'OBSERVATIONS WERE MADE FROM A 64-FOOT TOWER.
 CR0738
 CR0738                          STATION RECOVERY (1978)
 CR0738
 CR0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (BJD)
 CR0738'RECOVERED IN GOOD CONDITION.
 CR0738
 CR0738                          STATION RECOVERY (1995)
 CR0738
 CR0738'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0738'RECOVERED IN GOOD CONDITION.
 CR0738
 CR0738                          STATION RECOVERY (2004)
 CR0738
 CR0738'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0738'RECOVERED IN GOOD CONDITION.
 CR0738
 CR0738                          STATION RECOVERY (2005)
 CR0738
 CR0738'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0916 ***********************************************************************
 DO0916  DESIGNATION -  CATES
 DO0916  PID         -  DO0916
 DO0916  STATE/COUNTY-  TX/FOARD
 DO0916  USGS QUAD   -  CROWELL (1966)
 DO0916
 DO0916                         *CURRENT SURVEY CONTROL
 DO0916  ___________________________________________________________________
 DO0916* NAD 83(1993)-  33 55 07.20414(N)    099 38 48.08465(W)     ADJUSTED  
 DO0916* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 DO0916  ___________________________________________________________________
 DO0916  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DO0916  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DO0916
 DO0916  HORZ ORDER  -  SECOND
 DO0916
 DO0916.The horizontal coordinates were established by classical geodetic methods
 DO0916.and adjusted by the National Geodetic Survey in February 1996..
 DO0916
 DO0916.The orthometric height was scaled from a topographic map.
 DO0916
 DO0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0916
 DO0916.The geoid height was determined by GEOID03.
 DO0916
 DO0916;                    North         East     Units Scale Factor Converg.
 DO0916;SPC TXNC     - 2,250,314.184   493,965.904   MT  0.99998696   -0 37 31.4
 DO0916;SPC TXNC     - 7,382,905.79  1,620,619.80   sFT  0.99998696   -0 37 31.4
 DO0916;UTM  14      - 3,753,326.338   440,222.224   MT  0.99964405   -0 21 39.1
 DO0916
 DO0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0916!SPC TXNC     -   0.99993681  x   0.99998696  =   0.99992377
 DO0916!UTM  14      -   0.99993681  x   0.99964405  =   0.99958088
 DO0916
 DO0916:                Primary Azimuth Mark                     Grid Az
 DO0916:SPC TXNC     -  THALIA MUN TANK                          052 18 45.0
 DO0916:UTM  14      -  THALIA MUN TANK                          052 02 52.7
 DO0916
 DO0916|---------------------------------------------------------------------|
 DO0916| PID    Reference Object                     Distance      Geod. Az  |
 DO0916|                                                           dddmmss.s |
 DO0916| DO0911 THALIA MUN TANK                     APPROX.11.4 KM 0514113.6 |
 DO0916| CX6875 CATES RM 1                           22.309 METERS 18155     |
 DO0916| CX6874 CATES AZ MK                                        1825719.2 |
 DO0916| CX6876 CATES RM 2                           22.564 METERS 26849     |
 DO0916| DO0918 CROWELL MUN TANK                    APPROX.11.0 KM 3172021.8 |
 DO0916|---------------------------------------------------------------------|
 DO0916
 DO0916                          SUPERSEDED SURVEY CONTROL
 DO0916
 DO0916  NAD 83(1993)-  33 55 07.20488(N)    099 38 48.08466(W) AD(       ) 2
 DO0916  NAD 83(1986)-  33 55 07.21137(N)    099 38 48.07609(W) AD(       ) 2
 DO0916  NAD 27      -  33 55 06.90165(N)    099 38 46.74946(W) AD(       ) 2
 DO0916
 DO0916.Superseded values are not recommended for survey control.
 DO0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0916.See file dsdata.txt to determine how the superseded data were derived.
 DO0916
 DO0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4022253326(NAD 83)
 DO0916_MARKER: DS = TRIANGULATION STATION DISK
 DO0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0916
 DO0916  HISTORY     - Date     Condition        Report By
 DO0916  HISTORY     - 1969     MONUMENTED       CGS
 DO0916
 DO0916                          STATION DESCRIPTION
 DO0916
 DO0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0916'THE STATION IS LOCATED ABOUT 7-3/4 MILES SOUTHWEST OF THALIA, 7 MILES
 DO0916'SOUTHEAST OF CROWELL AND 4-1/2 MILES SOUTH OF U. S. HIGHWAY 70.
 DO0916'IT IS IN PASTURE LAND ON PROPERTY OWNED BY MR. BILL CATES.
 DO0916'
 DO0916'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 70 AND FARM
 DO0916'ROAD 262, IN THALIA, GO WEST ON U. S. HIGHWAY 70 FOR 8.7 MILES TO
 DO0916'A CROSSROAD, TURN LEFT AND GO SOUTH ON FARM ROAD 1594 FOR 4.4 MILES
 DO0916'TO A T-ROAD, TURN LEFT AND GO EASTERLY ON FARM ROAD 2877 FOR 2.95
 DO0916'MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON A DIRT ROAD FOR
 DO0916'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE
 DO0916'DIRT ROAD FOR 0.3 MILE TO A CATTLE LOADING PEN AND THE STATION ON
 DO0916'THE RIGHT.
 DO0916'
 DO0916'THE STATION MARK IS A STANDARD DISK STAMPED CATES 1969, SET IN THE
 DO0916'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 DO0916'BELOW THE GROUND SURFACE.  IT IS 95 FEET EAST OF THE CENTER OF THE
 DO0916'DIRT ROAD, 74.1 FEET EAST OF A METAL WITNESS POST AND 73.5 FEET
 DO0916'NORTH OF THE NORTHEAST CORNER OF THE LOADING PEN.
 DO0916'
 DO0916'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CATES NO 1 1969, SET
 DO0916'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DO0916'PROJECTS 1-INCH.  IT IS 103 FEET SOUTHEAST OF THE METAL WITNESS
 DO0916'POST, 61 FEET EAST OF A NORTH-SOUTH WIRE FENCE, 2.6 FEET WEST OF
 DO0916'THE NORTHEAST CORNER OF THE LOADING PEN AND 0.6 FOOT NORTH OF AN
 DO0916'EAST-WEST WIRE FENCE.
 DO0916'
 DO0916'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CATES NO 2 1969 SET
 DO0916'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DO0916'1-INCH.  IT IS 21 FEET EAST OF THE CENTER OF THE DIRT ROAD, 1.4
 DO0916'FEET SOUTH OF THE METAL WITNESS POST AND 1-FOOT EAST OF THE
 DO0916'NORTH-SOUTH WIRE FENCE.
 DO0916'
 DO0916'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CATES 1969, SET IN THE
 DO0916'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 DO0916'INCHES.  IT IS 21 FEET EAST OF THE CENTER OF THE DIRT ROAD, 2 FEET
 DO0916'NORTHWEST OF A POWER LINE POLE, 1.6 FEET NORTH OF A METAL WITNESS
 DO0916'POST AND 1-FOOT EAST OF A NORTH-SOUTH WIRE FENCE.
 DO0916'
 DO0916'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0739 ***********************************************************************
 CR0739  DESIGNATION -  CATES RM 1
 CR0739  PID         -  CR0739
 CR0739  STATE/COUNTY-  TX/VAN ZANDT
 CR0739  USGS QUAD   -  BEN WHEELER (1984)
 CR0739
 CR0739                         *CURRENT SURVEY CONTROL
 CR0739  ___________________________________________________________________
 CR0739* NAD 83(1986)-  32 25 35.     (N)    095 42 04.     (W)     SCALED    
 CR0739* NAVD 88     -       189.372  (meters)     621.30   (feet)  ADJUSTED  
 CR0739  ___________________________________________________________________
 CR0739  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CR0739  DYNAMIC HT  -         189.152 (meters)     620.58  (feet)  COMP
 CR0739  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CR0739
 CR0739  VERT ORDER  -  SECOND    CLASS 0
 CR0739
 CR0739.The horizontal coordinates were scaled from a topographic map and have
 CR0739.an estimated accuracy of +/- 6 seconds.
 CR0739
 CR0739.The orthometric height was determined by differential leveling
 CR0739.and adjusted by the National Geodetic Survey in June 1991..
 CR0739
 CR0739.The geoid height was determined by GEOID03.
 CR0739
 CR0739.The dynamic height is computed by dividing the NAVD 88
 CR0739.geopotential number by the normal gravity value computed on the
 CR0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0739.degrees latitude (g = 980.6199 gals.).
 CR0739
 CR0739.The modeled gravity was interpolated from observed gravity values.
 CR0739
 CR0739;                    North         East    Units  Estimated Accuracy
 CR0739;SPC TXNC     - 2,087,750.      863,200.      MT  (+/- 180 meters Scaled)
 CR0739
 CR0739                          SUPERSEDED SURVEY CONTROL
 CR0739
 CR0739  NGVD 29 (??/??/92)  189.385  (m)          621.34   (f) ADJ UNCH    2 0
 CR0739
 CR0739.Superseded values are not recommended for survey control.
 CR0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0739.See file dsdata.txt to determine how the superseded data were derived.
 CR0739
 CR0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR460909(NAD 83)
 CR0739_MARKER: DR = REFERENCE MARK DISK
 CR0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0739_STAMPING: CATES NO 1 1935
 CR0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0739+STABILITY: SURFACE MOTION
 CR0739
 CR0739  HISTORY     - Date     Condition        Report By
 CR0739  HISTORY     - 1935     MONUMENTED       CGS
 CR0739  HISTORY     - 1948     GOOD             NGS
 CR0739  HISTORY     - 19780226 MARK NOT FOUND   USGS
 CR0739  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0739
 CR0739                          STATION DESCRIPTION
 CR0739
 CR0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0739'1.3 MI S FROM BEN WHEELER.
 CR0739'0.1 MILE SOUTH ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT BEN
 CR0739'WHEELER, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD, 200.0 FEET
 CR0739'SOUTH OF THE CENTER LINE OF THE ROAD (MEASURED FROM THE SOUTHEAST END
 CR0739'OF A CURVE), 34.0 FEET NORTH OF THE CENTER OF AN OPEN TOP WELL, 28.2
 CR0739'FEET EAST OF A 16-INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST
 CR0739'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0739
 CR0739                          STATION RECOVERY (1978)
 CR0739
 CR0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (BJD)
 CR0739'MARK NOT FOUND.
 CR0739
 CR0739                          STATION RECOVERY (1995)
 CR0739
 CR0739'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0737 ***********************************************************************
 CR0737  DESIGNATION -  CATES RM 2
 CR0737  PID         -  CR0737
 CR0737  STATE/COUNTY-  TX/VAN ZANDT
 CR0737  USGS QUAD   -  BEN WHEELER (1984)
 CR0737
 CR0737                         *CURRENT SURVEY CONTROL
 CR0737  ___________________________________________________________________
 CR0737* NAD 83(1986)-  32 25 35.     (N)    095 42 04.     (W)     SCALED    
 CR0737* NAVD 88     -       188.773  (meters)     619.33   (feet)  ADJUSTED  
 CR0737  ___________________________________________________________________
 CR0737  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CR0737  DYNAMIC HT  -         188.554 (meters)     618.61  (feet)  COMP
 CR0737  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CR0737
 CR0737  VERT ORDER  -  SECOND    CLASS 0
 CR0737
 CR0737.The horizontal coordinates were scaled from a topographic map and have
 CR0737.an estimated accuracy of +/- 6 seconds.
 CR0737
 CR0737.The orthometric height was determined by differential leveling
 CR0737.and adjusted by the National Geodetic Survey in June 1991..
 CR0737
 CR0737.The geoid height was determined by GEOID03.
 CR0737
 CR0737.The dynamic height is computed by dividing the NAVD 88
 CR0737.geopotential number by the normal gravity value computed on the
 CR0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0737.degrees latitude (g = 980.6199 gals.).
 CR0737
 CR0737.The modeled gravity was interpolated from observed gravity values.
 CR0737
 CR0737;                    North         East    Units  Estimated Accuracy
 CR0737;SPC TXNC     - 2,087,750.      863,200.      MT  (+/- 180 meters Scaled)
 CR0737
 CR0737                          SUPERSEDED SURVEY CONTROL
 CR0737
 CR0737  NGVD 29 (??/??/92)  188.786  (m)          619.38   (f) ADJ UNCH    2 0
 CR0737
 CR0737.Superseded values are not recommended for survey control.
 CR0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0737.See file dsdata.txt to determine how the superseded data were derived.
 CR0737
 CR0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR460909(NAD 83)
 CR0737_MARKER: DR = REFERENCE MARK DISK
 CR0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0737_STAMPING: CATES NO 2 1935
 CR0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0737+STABILITY: SURFACE MOTION
 CR0737
 CR0737  HISTORY     - Date     Condition        Report By
 CR0737  HISTORY     - 1935     MONUMENTED       CGS
 CR0737  HISTORY     - 1948     GOOD             NGS
 CR0737  HISTORY     - 19780226 MARK NOT FOUND   USGS
 CR0737  HISTORY     - 19950904 GOOD             USPSQD
 CR0737  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0737
 CR0737                          STATION DESCRIPTION
 CR0737
 CR0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0737'1.3 MI S FROM BEN WHEELER.
 CR0737'0.1 MILE SOUTH ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT BEN
 CR0737'WHEELER, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD, 181.0 FEET
 CR0737'SOUTHWEST OF THE CENTER LINE OF THE ROAD (MEASURED FROM THE CENTER OF
 CR0737'A CURVE), 142.2 FEET NORTHWEST OF THE CENTER OF AN OPEN TOP WELL, 35.1
 CR0737'FEET WEST OF A 24-INCH OAK TREE, 0.5 FOOT EAST OF A FENCE, SET IN THE
 CR0737'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0737
 CR0737                          STATION RECOVERY (1978)
 CR0737
 CR0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (BJD)
 CR0737'MARK NOT FOUND.
 CR0737
 CR0737                          STATION RECOVERY (1995)
 CR0737
 CR0737'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0737'RECOVERED IN GOOD CONDITION.
 CR0737
 CR0737                          STATION RECOVERY (2004)
 CR0737
 CR0737'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1068 ***********************************************************************
 CD1068  DESIGNATION -  CATHEY
 CD1068  PID         -  CD1068
 CD1068  STATE/COUNTY-  TX/HUDSPETH
 CD1068  USGS QUAD   -  ESPERANZA (1972)
 CD1068
 CD1068                         *CURRENT SURVEY CONTROL
 CD1068  ___________________________________________________________________
 CD1068* NAD 83(1993)-  31 12 19.48526(N)    105 43 01.42789(W)     ADJUSTED  
 CD1068* NAVD 88     -      1134.     (meters)    3720.     (feet)  SCALED    
 CD1068  ___________________________________________________________________
 CD1068  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 CD1068  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CD1068
 CD1068  HORZ ORDER  -  FIRST
 CD1068
 CD1068.The horizontal coordinates were established by classical geodetic methods
 CD1068.and adjusted by the National Geodetic Survey in February 1996..
 CD1068
 CD1068.The orthometric height was scaled from a topographic map.
 CD1068
 CD1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1068
 CD1068.The geoid height was determined by GEOID03.
 CD1068
 CD1068;                    North         East     Units Scale Factor Converg.
 CD1068;SPC TX C     - 3,182,989.828   187,193.966   MT  0.99988806   -2 46 22.6
 CD1068;SPC TX C     -10,442,859.13    614,152.20   sFT  0.99988806   -2 46 22.6
 CD1068;UTM  13      - 3,452,588.640   431,691.136   MT  0.99965755   -0 22 17.5
 CD1068
 CD1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1068!SPC TX C     -   0.99982577  x   0.99988806  =   0.99971385
 CD1068!UTM  13      -   0.99982577  x   0.99965755  =   0.99948338
 CD1068
 CD1068|---------------------------------------------------------------------|
 CD1068| PID    Reference Object                     Distance      Geod. Az  |
 CD1068|                                                           dddmmss.s |
 CD1068| CH8549 CATHEY RM 1                           8.998 METERS 04142     |
 CD1068| CD1050 LITTLE BLANCA PEAK                  APPROX.27.9 KM 0713909.8 |
 CD1068| CH8550 CATHEY RM 2                           8.585 METERS 16256     |
 CD1068| CH8548 CATHEY AZ MK                                       2365924.0 |
 CD1068|---------------------------------------------------------------------|
 CD1068
 CD1068                          SUPERSEDED SURVEY CONTROL
 CD1068
 CD1068  NAD 83(1986)-  31 12 19.49747(N)    105 43 01.42003(W) AD(       ) 1
 CD1068  NAD 27      -  31 12 19.03900(N)    105 42 59.55300(W) AD(       ) 1
 CD1068
 CD1068.Superseded values are not recommended for survey control.
 CD1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1068.See file dsdata.txt to determine how the superseded data were derived.
 CD1068
 CD1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ3169152589(NAD 83)
 CD1068_MARKER: DS = TRIANGULATION STATION DISK
 CD1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1068
 CD1068  HISTORY     - Date     Condition        Report By
 CD1068  HISTORY     - 1934     MONUMENTED       CGS
 CD1068  HISTORY     - 1936     GOOD             CGS
 CD1068
 CD1068                          STATION DESCRIPTION
 CD1068
 CD1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1068'STATION IS ABOUT 6 MILES SW OF FINLAY, 10 MILES SE OF FORT
 CD1068'HANCOCK, AND 3 MILES N OF ESPERANZA.  THE STATION IS ON A HIGH
 CD1068'GRAVEL BLUFF OVERLOOKING THE RIO GRANDE VALLEY AND IS ABOUT 3
 CD1068'MILES FROM THE RIVER.  FROM THE RIVER ROAD THIS RIDGE APPEARS
 CD1068'AMONG THE GROUP OF RIDGES WHICH ARE THE HIGHEST AND MOST
 CD1068'RUGGED.  THERE IS A RATHER CONSPICUOUS, LOW, ISOLATED GRAVEL
 CD1068'HILL AT THE SW END OF THE RIDGE ABOUT 1/3 MILE FROM THE
 CD1068'STATION.
 CD1068'
 CD1068'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CD1068'BRONZE DISKS SET IN CONCRETE.
 CD1068'
 CD1068'AZIMUTH MARK IS ON A LOW INCONSPICUOUS KNOLL.
 CD1068'
 CD1068'THE STATION IS REACHED FROM FINLAY BY LEAVING U.S. HIGHWAY 80
 CD1068'AND GOING TO THE SOUTHERN PACIFIC RAILROAD DEPOT, 0.2 MILE FROM
 CD1068'THE HIGHWAY.  FROM THE W SIDE OF THE DEPOT DRIVE ACROSS THE
 CD1068'RAILROAD, THROUGH THE CATTLE GUARD, AND CONTINUE ON THE MAIN
 CD1068'GRADED ROAD SW 1.2 MILES TO A FORKS.  TAKE THE RIGHT FORK, MAIN
 CD1068'ROAD, 8.1 MILES TO THE ESPERANZA STORE ON THE RIVER ROAD.  FROM
 CD1068'THE STORE GO NW 3.3 MILES.  AT THIS POINT LEAVE THE RIVER ROAD
 CD1068'AND TURN RIGHT, NE, ON DIRT ROAD.  GO 0.3 MILE TO THREE OLD
 CD1068'ADOBE SHACKS.  CONTINUE PAST THE SHACKS ON THE ROAD 0.1 MILE
 CD1068'TO FORKS.  TAKE THE LEFT FORK AND GO 0.8 MILE TO FORKS.
 CD1068'TAKE THE RIGHT-HAND FORK UP A WASH TOWARD THE HIGH GRAVEL
 CD1068'RIDGE.  GO 0.3 MILE AND LEAVE THE WASH AND DRIVE ACROSS
 CD1068'COUNTRY EASTERLY THROUGH GREASEWOOD AND MESQUITE TOWARD LARGE
 CD1068'DRAW LEADING UP TO THE HIGHEST RIDGE.  THIS DRAW IS THE END OF
 CD1068'TRUCK TRAVEL.  FROM THIS POINT CLIMB TO THE TOP OF THE RIDGE
 CD1068'TO THE E, CROSS A DRAW ABOUT 50 FEET DEEP, AND CLIMB UP
 CD1068'THE NEXT AND HIGHEST RIDGE E TO THE STATION, A DISTANCE
 CD1068'OF ABOUT 3/8 MILE FROM THE END OF TRUCK TRAVEL.  IT IS
 CD1068'ABOUT A 20-MINUTE PACK.
 CD1068'
 CD1068'A 4-FOOT STAND WAS ERECTED.
 CD1068
 CD1068                          STATION RECOVERY (1936)
 CD1068
 CD1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1068'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED IN EXCELLENT
 CD1068'CONDITION.
 CD1068'
 CD1068'STATION WAS REACHED FROM MC NARY BY GOING S ON U.S. HIGHWAY 80,
 CD1068'3.0 MILES TO A POINT WHERE A GRAVELED ROAD COMES IN ON THE
 CD1068'RIGHT.  TURN RIGHT OR SE AND GO 1.9 MILES TO A POINT WHERE
 CD1068'A DIRT TRACK ROAD ENTERS FROM THE LEFT.  TURN LEFT AND GO 0.5
 CD1068'MILE TO A FORKS.  TAKE LEFT FORK 0.2 MILE TO THREE ADOBE SHACKS.
 CD1068'CONTINUE 0.1 MILE PAST SHACKS TO FORKS.  TAKE LEFT FORK 0.8 MILE
 CD1068'TO FORKS.  TAKE RIGHT FORK UP WASH 0.3 MILE AND THEN ACROSS
 CD1068'COUNTRY EASTERLY THROUGH GREASEWOOD FOR 1.0 MILE TOWARD THE
 CD1068'HEAD OF A LARGE DRAW.  THIS IS THE END OF TRUCK TRAVEL.
 CD1068'PACK EASTERLY TO TOP OF A RIDGE AND THEN CROSS A SMALL DRAW,
 CD1068'THENCE E TO TOP OF ANOTHER RIDGE AND STATION.  THE
 CD1068'DISTANCE IS ABOUT 0.25 MILE, REQUIRING ABOUT 20 MINUTES
 CD1068'TIME.
 CD1068'
 CD1068'A 4-FOOT STAND CLEARED ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1031 ***********************************************************************
 BM1031  DESIGNATION -  CATO
 BM1031  PID         -  BM1031
 BM1031  STATE/COUNTY-  TX/FAYETTE
 BM1031  USGS QUAD   -  NECHANITZ (1989)
 BM1031
 BM1031                         *CURRENT SURVEY CONTROL
 BM1031  ___________________________________________________________________
 BM1031* NAD 83(1993)-  30 03 28.87430(N)    096 48 14.67183(W)     ADJUSTED  
 BM1031* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 BM1031  ___________________________________________________________________
 BM1031  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BM1031  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BM1031
 BM1031  HORZ ORDER  -  THIRD
 BM1031
 BM1031.The horizontal coordinates were established by classical geodetic methods
 BM1031.and adjusted by the National Geodetic Survey in February 1996..
 BM1031
 BM1031.The orthometric height was scaled from a topographic map.
 BM1031
 BM1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1031
 BM1031.The geoid height was determined by GEOID03.
 BM1031
 BM1031;                    North         East     Units Scale Factor Converg.
 BM1031;SPC TXSC     - 4,248,548.188   811,728.647   MT  0.99994268   +1 04 32.9
 BM1031;SPC TXSC     -13,938,778.51  2,663,146.40   sFT  0.99994268   +1 04 32.9
 BM1031;SPC TX C     - 3,048,783.353 1,040,275.110   MT  1.00001617   +1 49 04.0
 BM1031;SPC TX C     -10,002,550.05  3,412,969.26   sFT  1.00001617   +1 49 04.0
 BM1031;UTM  14      - 3,327,247.080   711,694.537   MT  1.00015293   +1 06 01.1
 BM1031
 BM1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1031!SPC TXSC     -   0.99998269  x   0.99994268  =   0.99992537
 BM1031!SPC TX C     -   0.99998269  x   1.00001617  =   0.99999886
 BM1031!UTM  14      -   0.99998269  x   1.00015293  =   1.00013562
 BM1031
 BM1031|---------------------------------------------------------------------|
 BM1031| PID    Reference Object                     Distance      Geod. Az  |
 BM1031|                                                           dddmmss.s |
 BM1031| CV8222 CATO RM 1                            47.823 METERS 13016     |
 BM1031| CV8224 CATO RM 3                            50.917 METERS 13443     |
 BM1031| CV8223 CATO RM 2                            24.694 METERS 23502     |
 BM1031| CV8221 CATO AZ MK                                         3115027.4 |
 BM1031|---------------------------------------------------------------------|
 BM1031
 BM1031                          SUPERSEDED SURVEY CONTROL
 BM1031
 BM1031  NAD 83(1986)-  30 03 28.89210(N)    096 48 14.65729(W) AD(       ) 3
 BM1031  NAD 27      -  30 03 28.09800(N)    096 48 13.73200(W) AD(       ) 3
 BM1031
 BM1031.Superseded values are not recommended for survey control.
 BM1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1031.See file dsdata.txt to determine how the superseded data were derived.
 BM1031
 BM1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU1169527247(NAD 83)
 BM1031_MARKER: DS = TRIANGULATION STATION DISK
 BM1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1031
 BM1031  HISTORY     - Date     Condition        Report By
 BM1031  HISTORY     - 1954     MONUMENTED       CGS
 BM1031  HISTORY     - 1956     GOOD             CGS
 BM1031  HISTORY     - 1966     POOR             CGS
 BM1031  HISTORY     - 1968     GOOD             CGS
 BM1031  HISTORY     - 19910608 GOOD             USPSQD
 BM1031
 BM1031                          STATION DESCRIPTION
 BM1031
 BM1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1031'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF WARRENTON,
 BM1031'11 MILES SOUTHEAST OF GIDDINGS, 7 MILES EAST OF WARDA AND
 BM1031'1.8 MILES NORTHEAST OF NECHANITZ.  IT IS IN THE NORTHWEST
 BM1031'CORNER OF A CHURCH YARD AND 378 FEET NORTHWEST OF A
 BM1031'T-INTERSECTION AT THE SOUTHEAST CORNER OF THE CHURCH YARD.
 BM1031'THE MARK IS ON PROPERTY OWNED BY THE LUTHERAN CHURCH.
 BM1031'
 BM1031'TO REACH THE STATION FROM THE POST OFFICE IN WARRENTON, GO
 BM1031'SOUTH ON STATE HIGHWAY 237 FOR 0.9 MILE TO THE JUNCTION WITH
 BM1031'FARM ROAD 954 ON THE RIGHT AND THE GUSSIE QUADE STORE ON THE
 BM1031'LEFT.  TURN RIGHT ON FARM ROAD 954 AND GO 4.8 MILES TO A WIDE
 BM1031'CURVE TO THE RIGHT.  CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR
 BM1031'0.2 MILE TO THE STATION SITE ON THE LEFT.  TO REACH THE
 BM1031'AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON THE ROAD
 BM1031'BORDERING THE STATION SITE FOR 0.3 MILE TO THE MARK ON THE
 BM1031'LEFT.
 BM1031'
 BM1031'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1031'POST PROJECTING 1 INCH AND IS STAMPED CATO 1954.  IT IS 46
 BM1031'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 27 FEET SOUTH
 BM1031'OF A FENCE CORNER AND 3 FEET SOUTHWEST OF A WITNESS POST.
 BM1031'
 BM1031'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 BM1031'CONCRETE POST PROJECTING 6 INCHES.  IT IS 80 FEET NORTH
 BM1031'OF THE NORTHWEST CORNER OF THE CHURCH, 121 FEET NORTHWEST
 BM1031'OF A T-INTERSECTION AT THE SOUTHEAST CORNER OF THE CHURCH
 BM1031'YARD, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND
 BM1031'4 FEET NORTHWEST OF A POWER POLE.  THE MARK IS STAMPED CATO
 BM1031'NO 1 1954.
 BM1031'
 BM1031'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 BM1031'CONCRETE POST PROJECTING 4 INCHES.  IT IS 1 FOOT SOUTHEAST OF A
 BM1031'NORTH-SOUTH FENCELINE WHICH FORMS THE NORTHWEST BOUNDARY
 BM1031'OF THE CHURCH YARD.  THE MARK IS STAMPED CATO NO 2 1954.
 BM1031'
 BM1031'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM1031'POST PROJECTING 4 INCHES.  IT IS 40 FEET SOUTHWEST OF THE
 BM1031'CENTERLINE OF THE ROAD, 75 FEET NORTHWEST OF A PRIVATE DRIVEWAY,
 BM1031'0.1 MILE SOUTHEAST OF A T-INTERSECTION, 11 FEET SOUTHWEST
 BM1031'OF A FENCE CORNER, 9 FEET SOUTHWEST OF A WITNESS POST AND 1
 BM1031'FOOT SOUTHEAST OF A NORTH-SOUTH FENCELINE.  THE MARK IS
 BM1031'STAMPED CATO 1954.
 BM1031'
 BM1031'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 BM1031
 BM1031                          STATION RECOVERY (1956)
 BM1031
 BM1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JPW)
 BM1031'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BM1031'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 BM1031'TO STATION SITE ARE CORRECT.
 BM1031
 BM1031                          STATION RECOVERY (1966)
 BM1031
 BM1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCK)
 BM1031'THE CATO TRIANGULATION STATION ON GROUNDS OF CHURCH 3/4
 BM1031'MILES SOUTHWEST OF WALDECK HAS BEEN DISTURBED.  THE LARGE
 BM1031'CONCRETE BLOCK IS MOSTLY ABOVE GROUND AND RESTING AT A 45
 BM1031'DEG ANGLE.
 BM1031
 BM1031                          STATION RECOVERY (1968)
 BM1031
 BM1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BM1031'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 BM1031'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 BM1031'NO. 1 WAS FOUND DISPLACED AND WAS RESET.
 BM1031'
 BM1031'REFERENCE MARK NO. 3 WAS SET.
 BM1031'
 BM1031'FOLLOWING IS A NEW DESCRIPTION.
 BM1031'
 BM1031'TO REACH THE STATION FROM THE POST OFFICE IN WARRENTON, GO
 BM1031'SOUTHWEST ON STATE HIGHWAY 237 FOR 0.85 MILE TO THE JUNCTION
 BM1031'WITH FM 1291.  TURN RIGHT AND GO NORTHWEST ON FM 1291 FOR
 BM1031'4.8 MILES TO THE JUNCTION OF FM 2145.  CONTINUE NORTHWEST
 BM1031'ON FM 2145 FOR 0.15 MILE TO LUTHERAN CHURCH AND STATION
 BM1031'ON THE LEFT.
 BM1031'
 BM1031'STATION MARK, A STANDARD DISK STAMPED CATO 1954, IS SET
 BM1031'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 BM1031'SURFACE OF THE GROUND.  IT IS 217.5 FEET NORTHWEST OF THE
 BM1031'NORTHEAST CORNER OF THE CHURCH, 45 FEET SOUTHWEST OF THE
 BM1031'CENTER OF FM 2145, 21 FEET NORTHWEST OF A CORNER FENCE POST,
 BM1031'35 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 0.15 MILE
 BM1031'NORTHWEST OF THE JUNCTION OF FM 2145 AND 1291.  THE UNDERGROUND
 BM1031'MARK WAS NOT INSPECTED.
 BM1031'
 BM1031'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CATO NO 2 1954,
 BM1031'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 BM1031'6 INCHES.  IT IS 72 FEET SOUTHWEST OF THE CORNER FENCE POST,
 BM1031'1 FOOT SOUTHEAST OF A FENCE WHICH FORMS THE NORTHWEST BOUNDARY
 BM1031'OF CHURCHYARD.
 BM1031'
 BM1031'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CATO 1954 NO.
 BM1031'3 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 BM1031'PROJECTS 4 INCHES.  IT IS 64 FEET NORTHEAST OF THE NORTHEAST
 BM1031'CORNER OF THE CHURCH, 52 FEET SOUTHWEST OF THE CENTER OF
 BM1031'FM 2145, 4 FEET NORTHWEST OF A POWERLINE POLE, 1.5 FEET SOUTHWEST
 BM1031'OF A METAL WITNESS POST, AND ON THE ROAD RIGHT-OF-WAY.
 BM1031'
 BM1031'AZIMUTH MARK, A STANDARD DISK STAMPED CATO 1954, IS SET IN
 BM1031'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 BM1031'IT IS 45 PACES NORTHWEST OF A ROAD FORK, 68 FEET NORTH OF
 BM1031'THE CENTER OF FM 2145, 44.5 FEET SOUTHWEST OF THE CENTER
 BM1031'OF A GRAVELED ROAD, AND 1 FOOT NORTHWEST OF A METAL WITNESS
 BM1031'POST.  (TO REACH FROM THE STATION, GO NORTHWEST ON FM 2145
 BM1031'FOR 0.35 MILE TO A Y-INTERSECTION AND THE AZIMUTH MARK.)
 BM1031'
 BM1031'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 BM1031'5 MILES NORTHWEST OF WARRENTON
 BM1031
 BM1031                          STATION RECOVERY (1991)
 BM1031
 BM1031'RECOVERY NOTE BY US POWER SQUADRON 1991 (OOG)
 BM1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0868 ***********************************************************************
 GK0868  DESIGNATION -  CATOR
 GK0868  PID         -  GK0868
 GK0868  STATE/COUNTY-  TX/HANSFORD
 GK0868  USGS QUAD   -  HANNAS DRAW EAST (1974)
 GK0868
 GK0868                         *CURRENT SURVEY CONTROL
 GK0868  ___________________________________________________________________
 GK0868* NAD 83(1993)-  36 08 22.94312(N)    101 26 37.54935(W)     ADJUSTED  
 GK0868* NAVD 88     -       978.     (meters)    3209.     (feet)  SCALED    
 GK0868  ___________________________________________________________________
 GK0868  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 GK0868  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GK0868
 GK0868  HORZ ORDER  -  THIRD
 GK0868
 GK0868.The horizontal coordinates were established by classical geodetic methods
 GK0868.and adjusted by the National Geodetic Survey in February 1996..
 GK0868
 GK0868.The orthometric height was scaled from a topographic map.
 GK0868
 GK0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0868
 GK0868.The geoid height was determined by GEOID03.
 GK0868
 GK0868;                    North         East     Units Scale Factor Converg.
 GK0868;SPC TX N     - 1,237,381.404   205,061.463   MT  0.99999011   +0 01 57.3
 GK0868;SPC TX N     - 4,059,642.16    672,772.48   sFT  0.99999011   +0 01 57.3
 GK0868;UTM  14      - 4,002,210.562   280,118.046   MT  1.00019576   -1 26 30.5
 GK0868
 GK0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0868!SPC TX N     -   0.99985068  x   0.99999011  =   0.99984079
 GK0868!UTM  14      -   0.99985068  x   1.00019576  =   1.00004641
 GK0868
 GK0868:                Primary Azimuth Mark                     Grid Az
 GK0868:SPC TX N     -  GRUVER MUNICIPAL TANK                    013 15 52.5
 GK0868:UTM  14      -  GRUVER MUNICIPAL TANK                    014 44 20.3
 GK0868
 GK0868|---------------------------------------------------------------------|
 GK0868| PID    Reference Object                     Distance      Geod. Az  |
 GK0868|                                                           dddmmss.s |
 GK0868| GK0882 GRUVER MUNICIPAL TANK               APPROX.14.3 KM 0131749.8 |
 GK0868| CM8622 CATOR RM 1                           14.117 METERS 08735     |
 GK0868| CM8621 CATOR AZ MK                                        1771910.2 |
 GK0868| CM8623 CATOR RM 2                           15.810 METERS 33749     |
 GK0868|---------------------------------------------------------------------|
 GK0868
 GK0868                          SUPERSEDED SURVEY CONTROL
 GK0868
 GK0868  NAD 83(1993)-  36 08 22.94344(N)    101 26 37.55092(W) AD(       ) 3
 GK0868  NAD 83(1986)-  36 08 22.95266(N)    101 26 37.53654(W) AD(       ) 3
 GK0868  NAD 27      -  36 08 22.83300(N)    101 26 35.94900(W) AD(       ) 3
 GK0868
 GK0868.Superseded values are not recommended for survey control.
 GK0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0868.See file dsdata.txt to determine how the superseded data were derived.
 GK0868
 GK0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8011802211(NAD 83)
 GK0868_MARKER: DS = TRIANGULATION STATION DISK
 GK0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0868
 GK0868  HISTORY     - Date     Condition        Report By
 GK0868  HISTORY     - 1952     MONUMENTED       CGS
 GK0868
 GK0868                          STATION DESCRIPTION
 GK0868
 GK0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0868'STATION IS LOCATED, AIRLINE, ABOUT 14-1/2 MILES WEST SOUTHWEST
 GK0868'OF SPEARMAN, 9 MILES SOUTH SOUTHWEST OF GRUVER, 5-3/4 MILES
 GK0868'NORTH NORTH NORTHEAST OF MORSE, AND ON THE EAST SIDE OF A
 GK0868'NORTH-SOUTH ROAD.  IT IS ABOUT 0.5 MILE EAST OF PALODURO CREEK.
 GK0868'
 GK0868'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 GK0868'MORSE, GO WEST FOR 0.15 MILE.  TURN RIGHT, NORTH, AND GO 1.35
 GK0868'MILES.  TURN RIGHT, EAST, AND GO 1.9 MILES.  TURN LEFT, NORTH,
 GK0868'AND GO 3.0 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD
 GK0868'AND GO 1.2 MILES TO A CURVE IN THE ROAD AND THE STATION ON
 GK0868'THE LEFT ON THE HIGHEST POINT AND ABOUT 225 FEET EAST OF A
 GK0868'GRAVEL PIT.
 GK0868'
 GK0868'STATION MARK, STAMPED CATOR 1952, IS A STANDARD DISK SET IN
 GK0868'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GK0868'PROJECTING 4 INCHES.  IT IS 51.7 FEET SOUTH SOUTHEAST OF A
 GK0868'TELEPHONE POLE WITH A TRIANGLE BLAZE, 11.4 FEET SOUTH SOUTHWEST
 GK0868'OF A WITNESS POST AND ON THE EAST SIDE OF A CURVE IN THE OLD
 GK0868'ROAD THAT IS NOW ABANDONED.
 GK0868'
 GK0868'REFERENCE MARK NUMBER 1, STAMPED CATOR NO 1 1952, IS A STANDARD
 GK0868'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK0868'DIAMETER, PROJECTING 6 INCHES AND ABOUT THE SAME ELEVATION AS
 GK0868'THE STATION.
 GK0868'
 GK0868'REFERENCE MARK NUMBER 2, STAMPED CATOR NO 2 1952, IS A STANDARD
 GK0868'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK0868'DIAMETER, PROJECTING 5 INCHES AND ABOUT THE SAME ELEVATION AS THE
 GK0868'STATION.  IT IS 2 FEET EAST OF A TELEPHONE POLE WITH A TRIANGLE
 GK0868'BLAZE AND 21 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY.
 GK0868'
 GK0868'AZIMUTH MARK, STAMPED CATOR 1952, IS A STANDARD DISK SET IN
 GK0868'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GK0868'PROJECTING 8 INCHES.  TO REACH FROM THE STATION, GO SOUTH, TOWARDS
 GK0868'MORSE, FOR 1.2 MILE TO A CROSS ROAD AND THE AZIMUTH MARK ON THE
 GK0868'LEFT.  IT IS 63 FEET SOUTHEAST OF THE CENTER OF THE CROSS
 GK0868'ROADS, 2 FEET WEST OF A FENCE LINE AND 4 FEET SOUTH OF A FENCE
 GK0868'CORNER.
 GK0868'
 GK0868'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0181 ***********************************************************************
 AP0181  DESIGNATION -  CATOSA
 AP0181  PID         -  AP0181
 AP0181  STATE/COUNTY-  TX/MAVERICK
 AP0181  USGS QUAD   -  SACATOSA TANK (1974)
 AP0181
 AP0181                         *CURRENT SURVEY CONTROL
 AP0181  ___________________________________________________________________
 AP0181* NAD 83(1993)-  28 38 56.06999(N)    100 12 20.08757(W)     ADJUSTED  
 AP0181* NAVD 88     -       239.1    (meters)     784.     (feet)  VERTCON   
 AP0181  ___________________________________________________________________
 AP0181  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AP0181  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AP0181
 AP0181  HORZ ORDER  -  FIRST
 AP0181
 AP0181.The horizontal coordinates were established by classical geodetic methods
 AP0181.and adjusted by the National Geodetic Survey in February 1996..
 AP0181
 AP0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0181
 AP0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0181
 AP0181.The geoid height was determined by GEOID03.
 AP0181
 AP0181;                    North         East     Units Scale Factor Converg.
 AP0181;SPC TXSC     - 4,090,996.933   482,144.684   MT  0.99993437   -0 35 26.3
 AP0181;SPC TXSC     -13,421,879.10  1,581,836.35   sFT  0.99993437   -0 35 26.3
 AP0181;UTM  14      - 3,169,683.041   382,177.275   MT  0.99977132   -0 34 41.1
 AP0181
 AP0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0181!SPC TXSC     -   0.99996606  x   0.99993437  =   0.99990043
 AP0181!UTM  14      -   0.99996606  x   0.99977132  =   0.99973739
 AP0181
 AP0181:                Primary Azimuth Mark                     Grid Az
 AP0181:SPC TXSC     -  CATOSA AZ MK                             101 54 50.5
 AP0181:UTM  14      -  CATOSA AZ MK                             101 54 05.3
 AP0181
 AP0181|---------------------------------------------------------------------|
 AP0181| PID    Reference Object                     Distance      Geod. Az  |
 AP0181|                                                           dddmmss.s |
 AP0181| AP0132 CATOSA AZ MK                                       1011924.2 |
 AP0181| CV4491 CATOSA RM 1                          15.788 METERS 12358     |
 AP0181| AP0133 CATOSA RM 2                          16.302 METERS 26248     |
 AP0181|---------------------------------------------------------------------|
 AP0181
 AP0181                          SUPERSEDED SURVEY CONTROL
 AP0181
 AP0181  NAD 83(1986)-  28 38 56.06595(N)    100 12 20.06545(W) AD(       ) 1
 AP0181  NAD 27      -  28 38 55.13762(N)    100 12 18.82383(W) AD(       ) 1
 AP0181  NGVD 29 (07/19/86)  239.0    (m)          784.     (f) VERT ANG       
 AP0181
 AP0181.Superseded values are not recommended for survey control.
 AP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0181.See file dsdata.txt to determine how the superseded data were derived.
 AP0181
 AP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS8217769683(NAD 83)
 AP0181_MARKER: DS = TRIANGULATION STATION DISK
 AP0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AP0181
 AP0181  HISTORY     - Date     Condition        Report By
 AP0181  HISTORY     - 1972     MONUMENTED       NGS
 AP0181
 AP0181                          STATION DESCRIPTION
 AP0181
 AP0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0181'THE STATION IS ABOUT 22-1/2 MILES WEST AND 2-1/2 MILES SOUTH OF
 AP0181'CRYSTAL CITY, 21 MILES WEST AND 9 MILES NORTH OF CARRIZO SPRINGS,
 AP0181'9-1/2 MILES NORTH AND 6-1/2 MILES EAST OF EL INDIO AND ON THE SOUTH
 AP0181'RIGHT-OF-WAY OF U.S. HIGHWAY 277.
 AP0181'
 AP0181'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND FARM
 AP0181'ROAD 191, ABOUT 8 MILES NORTHWEST OF CARRIZO SPRINGS, GO WEST ON
 AP0181'U.S.  HIGHWAY 277 FOR 2.9 MILES TO FARM ROAD 393 ON THE RIGHT,
 AP0181'CONTINUE WEST ON U.S. HIGHWAY 277 FOR 7.65 MILES TO THE
 AP0181'DIMMIT-MAVERICK COUNTY LINE.  CONTINUE ON U.S. HIGHWAY 277,
 AP0181'WEST-NORTHWEST, FOR 5.05 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 AP0181'CONTINUE WEST-NORTHWEST ON U.S.  HIGHWAY 277 FOR 0.75 MILE TO THE
 AP0181'STATION ON THE LEFT.
 AP0181'
 AP0181'STATION MARKS ARE STANDARD DISKS, STAMPED CATOSA 1972.  THE SURFACE
 AP0181'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AP0181'THAT IS 4 INCHES UNDERGROUND.  IT IS 56.0 FEET SOUTH OF THE CENTER
 AP0181'ON THE HIGHWAY, 20.0 FEET NORTH-NORTHEAST OF A WITNESS POST AND
 AP0181'19.5 FEET NORTH OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN
 AP0181'IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 AP0181'
 AP0181'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CATOSA NO 1 1972, SET IN
 AP0181'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1
 AP0181'INCH.  IT IS 74.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 41.0
 AP0181'FEET EAST OF THE WITNESS POST, 1.5 FEET NORTH OF THE FENCE AND
 AP0181'ABOUT THE SAME ELEVATION AS THE STATION.
 AP0181'
 AP0181'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CATOSA NO 2 1972, SET
 AP0181'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AP0181'WITH THE GROUND.  IT IS 74.0 FEET SOUTH OF THE CENTER OF THE
 AP0181'HIGHWAY, 57.1 FEET WEST OF THE WITNESS POST, 1.0 FOOT NORTH OF THE
 AP0181'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AP0181'
 AP0181'AZIMUTH MARK IS A STANDARD DISK, STAMPED CATOSA 1972, SET IN THE TOP
 AP0181'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3 INCHES.
 AP0181'IT IS 75.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 1.5 FEET
 AP0181'NORTHEAST OF A WITNESS POST, 1.3 FEET SOUTH OF A FENCE AND 0.8
 AP0181'FOOT WEST OF A POWER LINE POLE.
 AP0181'
 AP0181'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0132 ***********************************************************************
 AP0132  DESIGNATION -  CATOSA AZ MK
 AP0132  PID         -  AP0132
 AP0132  STATE/COUNTY-  TX/MAVERICK
 AP0132  USGS QUAD   -  SACATOSA TANK (1974)
 AP0132
 AP0132                         *CURRENT SURVEY CONTROL
 AP0132  ___________________________________________________________________
 AP0132* NAD 83(1986)-  28 38 49.     (N)    100 11 38.     (W)     SCALED    
 AP0132* NAVD 88     -       235.259  (meters)     771.85   (feet)  ADJUSTED  
 AP0132  ___________________________________________________________________
 AP0132  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AP0132  DYNAMIC HT  -         234.908 (meters)     770.69  (feet)  COMP
 AP0132  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 AP0132
 AP0132  VERT ORDER  -  FIRST     CLASS II
 AP0132
 AP0132.The horizontal coordinates were scaled from a topographic map and have
 AP0132.an estimated accuracy of +/- 6 seconds.
 AP0132
 AP0132.The orthometric height was determined by differential leveling
 AP0132.and adjusted by the National Geodetic Survey in June 1991..
 AP0132
 AP0132.The geoid height was determined by GEOID03.
 AP0132
 AP0132.The dynamic height is computed by dividing the NAVD 88
 AP0132.geopotential number by the normal gravity value computed on the
 AP0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0132.degrees latitude (g = 980.6199 gals.).
 AP0132
 AP0132.The modeled gravity was interpolated from observed gravity values.
 AP0132
 AP0132;                    North         East    Units  Estimated Accuracy
 AP0132;SPC TXSC     - 4,090,770.      483,290.      MT  (+/- 180 meters Scaled)
 AP0132
 AP0132                          SUPERSEDED SURVEY CONTROL
 AP0132
 AP0132.No superseded survey control is available for this station.
 AP0132
 AP0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS833694(NAD 83)
 AP0132_MARKER: DZ = AZIMUTH MARK DISK
 AP0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0132_SP_SET: CONCRETE POST
 AP0132_STAMPING: CATOSA 1972
 AP0132_MARK LOGO: NGS   
 AP0132_PROJECTION: PROJECTING 8 CENTIMETERS
 AP0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0132+STABILITY: SURFACE MOTION
 AP0132
 AP0132  HISTORY     - Date     Condition        Report By
 AP0132  HISTORY     - 1972     MONUMENTED       NGS
 AP0132  HISTORY     - 1982     GOOD             NGS
 AP0132
 AP0132                          STATION DESCRIPTION
 AP0132
 AP0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0132'32.1 KM (19.55 MI) EAST FROM EAGLE PASS.
 AP0132'32.1 KM (19.55 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM
 AP0132'THE OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF
 AP0132'MAIN STREET AND MADISON STREET UNDER THE NORTH RIGHT OF WAY FENCE,
 AP0132'0.2 KM (0.1 MI) WEST OF ROAD LEADING SOUTH TO OMEGA MINERALS INC,
 AP0132'FARIAS CONSTRUCTION COMPANY, 22.8 METERS (75.0 FT) NORTH OF CENTERLINE
 AP0132'OF HIGHWAY, 1.0 METER (3.3 FT) WEST OF TELEPHONE JUNCTION BOX 82 LP
 AP0132'18, 0.4 METER 1.3 WEST OF A POWER POLE, AND 0.4 METER (1.3 FT) SOUTH
 AP0132'OF A FENCE.
 AP0132'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 AP0132'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0133 ***********************************************************************
 AP0133  DESIGNATION -  CATOSA RM 2
 AP0133  PID         -  AP0133
 AP0133  STATE/COUNTY-  TX/MAVERICK
 AP0133  USGS QUAD   -  SACATOSA TANK (1974)
 AP0133
 AP0133                         *CURRENT SURVEY CONTROL
 AP0133  ___________________________________________________________________
 AP0133* NAD 83(1986)-  28 38 56.     (N)    100 12 20.     (W)     SCALED    
 AP0133* NAVD 88     -       239.061  (meters)     784.32   (feet)  ADJUSTED  
 AP0133  ___________________________________________________________________
 AP0133  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AP0133  DYNAMIC HT  -         238.704 (meters)     783.15  (feet)  COMP
 AP0133  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 AP0133
 AP0133  VERT ORDER  -  FIRST     CLASS II
 AP0133
 AP0133.The horizontal coordinates were scaled from a topographic map and have
 AP0133.an estimated accuracy of +/- 6 seconds.
 AP0133
 AP0133.The orthometric height was determined by differential leveling
 AP0133.and adjusted by the National Geodetic Survey in June 1991..
 AP0133
 AP0133.The geoid height was determined by GEOID03.
 AP0133
 AP0133.The dynamic height is computed by dividing the NAVD 88
 AP0133.geopotential number by the normal gravity value computed on the
 AP0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0133.degrees latitude (g = 980.6199 gals.).
 AP0133
 AP0133.The modeled gravity was interpolated from observed gravity values.
 AP0133
 AP0133;                    North         East    Units  Estimated Accuracy
 AP0133;SPC TXSC     - 4,091,000.      482,150.      MT  (+/- 180 meters Scaled)
 AP0133
 AP0133                          SUPERSEDED SURVEY CONTROL
 AP0133
 AP0133.No superseded survey control is available for this station.
 AP0133
 AP0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS821696(NAD 83)
 AP0133_MARKER: DR = REFERENCE MARK DISK
 AP0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0133_SP_SET: CONCRETE POST
 AP0133_STAMPING: CATOSA NO 2 1972
 AP0133_MARK LOGO: NGS   
 AP0133_PROJECTION: FLUSH
 AP0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0133+STABILITY: SURFACE MOTION
 AP0133
 AP0133  HISTORY     - Date     Condition        Report By
 AP0133  HISTORY     - 1972     MONUMENTED       NGS
 AP0133  HISTORY     - 1982     GOOD             NGS
 AP0133
 AP0133                          STATION DESCRIPTION
 AP0133
 AP0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0133'30.2 KM (18.8 MI) EAST FROM EAGLE PASS.
 AP0133'30.2 KM (18.8 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0133'OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0133'STREET AND MADISON STREET, 0.25 KM (0.15 MI) WEST OF BENCH MARK V 1087
 AP0133'RESET 1961, 22.8 METERS (75.0 FT) SOUTH OF CENTERLINE OF THE HIGHWAY,
 AP0133'19.3 METERS (63.5 FT) NORTHEAST OF A POWER POLE, AND 0.3 METER
 AP0133'(1.0 FT) NORTH OF A FENCE.
 AP0133'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AP0133'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2064 ***********************************************************************
 FL2064  DESIGNATION -  CATTLE
 FL2064  PID         -  FL2064
 FL2064  STATE/COUNTY-  TX/ROBERTS
 FL2064  USGS QUAD   -  DRY CREEK SOUTH (1971)
 FL2064
 FL2064                         *CURRENT SURVEY CONTROL
 FL2064  ___________________________________________________________________
 FL2064* NAD 83(1993)-  35 47 00.75072(N)    100 58 03.42892(W)     ADJUSTED  
 FL2064* NAVD 88     -       934.     (meters)    3064.     (feet)  SCALED    
 FL2064  ___________________________________________________________________
 FL2064  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 FL2064  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FL2064
 FL2064  HORZ ORDER  -  THIRD
 FL2064
 FL2064.The horizontal coordinates were established by classical geodetic methods
 FL2064.and adjusted by the National Geodetic Survey in February 1996..
 FL2064
 FL2064.The orthometric height was scaled from a topographic map.
 FL2064
 FL2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2064
 FL2064.The geoid height was determined by GEOID03.
 FL2064
 FL2064;                    North         East     Units Scale Factor Converg.
 FL2064;SPC TX N     - 1,197,991.822   248,128.709   MT  0.99993118   +0 18 30.7
 FL2064;SPC TX N     - 3,930,411.50    814,068.94   sFT  0.99993118   +0 18 30.7
 FL2064;UTM  14      - 3,961,726.378   322,168.667   MT  0.99998970   -1 09 02.9
 FL2064
 FL2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2064!SPC TX N     -   0.99985762  x   0.99993118  =   0.99978881
 FL2064!UTM  14      -   0.99985762  x   0.99998970  =   0.99984732
 FL2064
 FL2064|---------------------------------------------------------------------|
 FL2064| PID    Reference Object                     Distance      Geod. Az  |
 FL2064|                                                           dddmmss.s |
 FL2064| CK8287 CATTLE RM 1                           7.653 METERS 12404     |
 FL2064| CK8286 CATTLE AZ MK                                       1592525.9 |
 FL2064| CK8288 CATTLE RM 2                           7.111 METERS 22035     |
 FL2064|---------------------------------------------------------------------|
 FL2064
 FL2064                          SUPERSEDED SURVEY CONTROL
 FL2064
 FL2064  NAD 83(1993)-  35 47 00.75146(N)    100 58 03.42812(W) AD(       ) 3
 FL2064  NAD 83(1986)-  35 47 00.75718(N)    100 58 03.41738(W) AD(       ) 3
 FL2064  NAD 27      -  35 47 00.60700(N)    100 58 01.88200(W) AD(       ) 3
 FL2064
 FL2064.Superseded values are not recommended for survey control.
 FL2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2064.See file dsdata.txt to determine how the superseded data were derived.
 FL2064
 FL2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2216961726(NAD 83)
 FL2064_MARKER: DS = TRIANGULATION STATION DISK
 FL2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2064
 FL2064  HISTORY     - Date     Condition        Report By
 FL2064  HISTORY     - 1951     MONUMENTED       CGS
 FL2064
 FL2064                          STATION DESCRIPTION
 FL2064
 FL2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2064'THE STATION IS LOCATED ON THE NORTHERN END OF A RIDGE BETWEEN
 FL2064'THE EAST FORK AND THE MAIN DRAINAGE OF TALLAHONE CREEK, 7 MILES
 FL2064'EAST OF THE ROBERTS-HUTCHISON COUNTY LINE, 12 MILES NORTH
 FL2064'OF THE GRAY-ROBERTS COUNTY LINE, AND ABOUT 10-1/2 MILES SOUTH
 FL2064'OF THE CANADIAN RIVER.
 FL2064'
 FL2064'TO REACH FROM PAMPA GO NORTHERLY ON BALLARD AND DUNCAN STREETS
 FL2064'FOR 0.8 MILE TO THE NORTHEAST CORNER OF THE HIGH SCHOOL GROUNDS.
 FL2064'CONTINUE NORTH ON STATE ROUTE 70 FOR 13.8 MILES TO A SIDE ROAD
 FL2064'LEFT, NORTH.  PASS THROUGH GATE AND FOLLOW DIRT ROAD FOR
 FL2064'0.5 MILE TO CORRALS AND RED CABIN.  GO THROUGH BOARD GATE
 FL2064'AT CORRALS AND CONTINUE NORTHERLY ON TRACK ROAD ALONG RIDGE
 FL2064'FOR 0.9 MILE TO WINDMILL ON RIGHT.  CONTINUE ON TRACK ROAD FOR
 FL2064'1.35 MILES TO AZIMUTH MARK ON LEFT.  CONTINUE FOR 0.25 MILE
 FL2064'TO GATE IN FENCE.  PASS THROUGH GATE AND CONTINUE ON TRACK
 FL2064'ROAD FOR 0.25 MILE TO SUMMIT OF KNOLL AND STATION SITE ON THE
 FL2064'LEFT, WEST SIDE OF ROAD.
 FL2064'
 FL2064'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 FL2064'
 FL2064'STATION MARK IS STAMPED CATTLE 1951 AND PROJECTS 2 INCHES.
 FL2064'IT IS 50 FEET SOUTH OF TRACK ROAD, AND 3 FEET WEST OF WITNESS
 FL2064'POST.
 FL2064'
 FL2064'REFERENCE MARK NO. 1 IS STAMPED CATTLE NO 1 1951 AND PROJECTS
 FL2064'2 INCHES.  IT IS 53 FEET SOUTH OF TRACK ROAD.
 FL2064'
 FL2064'REFERENCE MARK NO. 2 IS STAMPED CATTLE NO 2 1951 AND PROJECTS
 FL2064'2 INCHES.  IT IS 70 FEET SOUTH OF TRACK ROAD.
 FL2064'
 FL2064'AZIMUTH MARK IS STAMPED CATTLE 1951 AND PROJECTS 2 INCHES.
 FL2064'IT IS 25 FEET WEST OF TRACK ROAD, AND 2-1/2 FEET NORTH OF
 FL2064'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6064 ***********************************************************************
 AW6064  DESIGNATION -  CATTLE 1933
 AW6064  PID         -  AW6064
 AW6064  STATE/COUNTY-  TX/CHAMBERS
 AW6064  USGS QUAD   -  FROZEN POINT (1994)
 AW6064
 AW6064                         *CURRENT SURVEY CONTROL
 AW6064  ___________________________________________________________________
 AW6064* NAD 83(1993)-  29 33 31.76961(N)    094 36 09.59501(W)     ADJUSTED  
 AW6064* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AW6064  ___________________________________________________________________
 AW6064  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6064  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW6064
 AW6064  HORZ ORDER  -  THIRD
 AW6064
 AW6064.The horizontal coordinates were established by classical geodetic methods
 AW6064.and adjusted by the National Geodetic Survey in February 1996..
 AW6064
 AW6064.The orthometric height was scaled from a topographic map.
 AW6064
 AW6064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6064
 AW6064.The geoid height was determined by GEOID03.
 AW6064
 AW6064;                    North         East     Units Scale Factor Converg.
 AW6064;SPC TXSC     - 4,199,239.956 1,025,991.141   MT  0.99987085   +2 09 15.5
 AW6064;SPC TXSC     -13,777,006.42  3,366,105.94   sFT  0.99987085   +2 09 15.5
 AW6064;UTM  15      - 3,270,972.621   344,737.051   MT  0.99989745   -0 47 26.8
 AW6064
 AW6064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6064!SPC TXSC     -   1.00000424  x   0.99987085  =   0.99987509
 AW6064!UTM  15      -   1.00000424  x   0.99989745  =   0.99990169
 AW6064
 AW6064                          SUPERSEDED SURVEY CONTROL
 AW6064
 AW6064  NAD 83(1993)-  29 33 31.77904(N)    094 36 09.58036(W) AD(       ) 3
 AW6064  NAD 83(1986)-  29 33 31.78767(N)    094 36 09.57621(W) AD(       ) 3
 AW6064  NAD 27      -  29 33 30.96000(N)    094 36 08.87700(W) AD(       ) 3
 AW6064
 AW6064.Superseded values are not recommended for survey control.
 AW6064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6064.See file dsdata.txt to determine how the superseded data were derived.
 AW6064
 AW6064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN4473770973(NAD 83)
 AW6064_MARKER: DS = TRIANGULATION STATION DISK
 AW6064_SETTING: 0 = UNSPECIFIED SETTING
 AW6064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6064
 AW6064  HISTORY     - Date     Condition        Report By
 AW6064  HISTORY     - 1933     MONUMENTED       CGS
 AW6064  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW6064  HISTORY     - 1962     MARK NOT FOUND   USGS
 AW6064
 AW6064                          STATION DESCRIPTION
 AW6064
 AW6064'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6064'STATION IS ON THE N SHORE OF EAST BAY, NEAR THE E BOUNDARY
 AW6064'OF THE MOODY RANCH, AND 415 METERS S OF A SAND RIDGE WHICH
 AW6064'IS AT THE N SIDE OF THE SALT MARSH.  IT IS 534 METERS W OF
 AW6064'THE INTERSECTION OF A FENCELINE AND THE SHORE AND IS 66
 AW6064'METERS N OF THE SHORE OF EAST BAY.
 AW6064'
 AW6064'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW6064'IN CONCRETE.
 AW6064'
 AW6064'NO REFERENCE MARK WAS SET.
 AW6064'
 AW6064'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 AW6064
 AW6064                          STATION RECOVERY (1960)
 AW6064
 AW6064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6064'LOST.  THE STATION WAS NOT FOUND AFTER A THOROUGH SEARCH.
 AW6064'REMAINS OF OLD SIGNALS WERE FOUND IN THE DESCRIBED LOCATION.
 AW6064'STAKES WHICH SUPPORTED GUIDE WIRES WERE FOUND AND JUDGING
 AW6064'FROM THEIR LOCATION THE MARK WOULD BE OUT IN THE WATER.  IT
 AW6064'IS BELIEVED THE STATION HAS BEEN DESTROYED BY EROSION.
 AW6064
 AW6064                          STATION RECOVERY (1962)
 AW6064
 AW6064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (RC)
 AW6064'STATION COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1233 ***********************************************************************
 CT1233  DESIGNATION -  CAUDLE RIDGE
 CT1233  PID         -  CT1233
 CT1233  STATE/COUNTY-  TX/PALO PINTO
 CT1233  USGS QUAD   -  COVE CREEK (1981)
 CT1233
 CT1233                         *CURRENT SURVEY CONTROL
 CT1233  ___________________________________________________________________
 CT1233* NAD 83(1993)-  32 53 24.22731(N)    098 31 59.57806(W)     ADJUSTED  
 CT1233* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 CT1233  ___________________________________________________________________
 CT1233  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 CT1233  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 CT1233
 CT1233  HORZ ORDER  -  THIRD
 CT1233
 CT1233.The horizontal coordinates were established by classical geodetic methods
 CT1233.and adjusted by the National Geodetic Survey in February 1996..
 CT1233
 CT1233.The orthometric height was scaled from a topographic map.
 CT1233
 CT1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1233
 CT1233.The geoid height was determined by GEOID03.
 CT1233
 CT1233;                    North         East     Units Scale Factor Converg.
 CT1233;SPC TXNC     - 2,135,662.541   596,892.386   MT  0.99987658   -0 01 05.2
 CT1233;SPC TXNC     - 7,006,752.85  1,958,304.44   sFT  0.99987658   -0 01 05.2
 CT1233;UTM  14      - 3,639,196.016   543,659.202   MT  0.99962350   +0 15 12.5
 CT1233
 CT1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1233!SPC TXNC     -   0.99994792  x   0.99987658  =   0.99982451
 CT1233!UTM  14      -   0.99994792  x   0.99962350  =   0.99957144
 CT1233
 CT1233                          SUPERSEDED SURVEY CONTROL
 CT1233
 CT1233  NAD 83(1993)-  32 53 24.22930(N)    098 31 59.57086(W) AD(       ) 3
 CT1233  NAD 83(1986)-  32 53 24.23215(N)    098 31 59.56571(W) AD(       ) 3
 CT1233
 CT1233.Superseded values are not recommended for survey control.
 CT1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1233.See file dsdata.txt to determine how the superseded data were derived.
 CT1233
 CT1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB4365939196(NAD 83)
 CT1233_MARKER: H = DRILL HOLE
 CT1233_SETTING: 80 = SET IN A BOULDER
 CT1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1233+STABILITY: SURFACE MOTION
 CT1233
 CT1233  HISTORY     - Date     Condition        Report By
 CT1233  HISTORY     - 1923     MONUMENTED       USGS
 CT1233
 CT1233                          STATION DESCRIPTION
 CT1233
 CT1233'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 CT1233'ON CAUDLE ESTATE LAND, ABOUT 5 MI. SW. OF PICKWICK POST OFFICE ON W.
 CT1233'SIDE OF BRAZOS RIVER OPPOSITE POOR BEND.  STATION IS AT EASTERN END
 CT1233'OF A LONE NARROW RIDGE ABOUT 300 YDS. LONG E. AND W. AND ABOUT 300
 CT1233'YDS. N. OF THE MOUTH OF CEDAR CREEK, ABOUT 10 FT. FROM THE EDGE OF
 CT1233'THE ROCK LEDGE AT THE POINT OF THE RIDGE OVERLOOKING THE RIVER.
 CT1233'
 CT1233'STATION MARK--DRILL HOLE AND CROSS ON A FLAT LIME ROCK ABOUT LEVEL
 CT1233'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1386 ***********************************************************************
 AN1386  DESIGNATION -  CAUSEWAY RESET
 AN1386  PID         -  AN1386
 AN1386  STATE/COUNTY-  TX/ARANSAS
 AN1386  USGS QUAD   -  ROCKPORT (1979)
 AN1386
 AN1386                         *CURRENT SURVEY CONTROL
 AN1386  ___________________________________________________________________
 AN1386* NAD 83(1993)-  28 06 36.29077(N)    097 01 40.14195(W)     ADJUSTED  
 AN1386* NAVD 88     -                                                        
 AN1386  ___________________________________________________________________
 AN1386  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AN1386  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN1386
 AN1386  HORZ ORDER  -  FIRST
 AN1386
 AN1386.The horizontal coordinates were established by classical geodetic methods
 AN1386.and adjusted by the National Geodetic Survey in February 1996..
 AN1386
 AN1386
 AN1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN1386
 AN1386.The geoid height was determined by GEOID03.
 AN1386
 AN1386;                    North         East     Units Scale Factor Converg.
 AN1386;SPC TXSC     - 4,032,307.386   793,798.278   MT  1.00008964   +0 57 58.3
 AN1386;SPC TXSC     -13,229,328.48  2,604,319.85   sFT  1.00008964   +0 57 58.3
 AN1386;UTM  14      - 3,110,968.077   693,734.000   MT  1.00006326   +0 55 46.3
 AN1386
 AN1386|---------------------------------------------------------------------|
 AN1386| PID    Reference Object                     Distance      Geod. Az  |
 AN1386|                                                           dddmmss.s |
 AN1386| AN1385 CAUSEWAY RM 1                                      03554     |
 AN1386| AN2321 LAMAR CATHOLIC CHURCH TANK          APPROX. 4.4 KM 0505733.6 |
 AN1386| AN2320 BALLOU HOUSE                        APPROX. 4.4 KM 0515311.4 |
 AN1386| AN1387 CAUSEWAY RM 2                        69.346 METERS 15530     |
 AN1386| AN2100 ROCKPORT PRESBYTERIAN CH SPIRE      APPROX.10.3 KM 1935851.5 |
 AN1386| AN2099 ROCKPORT COURTHOUSE DOME            APPROX. 9.7 KM 1945138.9 |
 AN1386| AN2103 ROCKPORT                            APPROX. 9.7 KM 1945821.5 |
 AN1386| CV4492 CAUSEWAY RM 3                        24.591 METERS 20443     |
 AN1386| AH1200 ARANSAS PASS OLD MUN TK             APPROX.25.4 KM 2060732.5 |
 AN1386| AH1201 ARANSAS PASS NEW MUN TK             APPROX.25.3 KM 2081658.4 |
 AN1386|---------------------------------------------------------------------|
 AN1386
 AN1386                          SUPERSEDED SURVEY CONTROL
 AN1386
 AN1386  NAD 83(1986)-  28 06 36.29838(N)    097 01 40.12210(W) AD(       ) 1
 AN1386  NAD 27      -  28 06 35.25000(N)    097 01 39.15800(W) AD(       ) 1
 AN1386
 AN1386.Superseded values are not recommended for survey control.
 AN1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1386.See file dsdata.txt to determine how the superseded data were derived.
 AN1386
 AN1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9373410968(NAD 83)
 AN1386_MARKER: DS = TRIANGULATION STATION DISK
 AN1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1386_SP_SET: 10 BY 10-INCH CONCRETE POST
 AN1386_STAMPING: CAUSEWAY 1931 1969
 AN1386_MARK LOGO: CGS   
 AN1386_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1386+STABILITY: SURFACE MOTION
 AN1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1386+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 AN1386
 AN1386  HISTORY     - Date     Condition        Report By
 AN1386  HISTORY     - 1969     MONUMENTED       CGS
 AN1386  HISTORY     - 1973     GOOD             TXHD
 AN1386  HISTORY     - 1974     SEE DESCRIPTION  USGS
 AN1386  HISTORY     - 1977     GOOD             NGS
 AN1386  HISTORY     - 19891019 GOOD             NOS
 AN1386  HISTORY     - 19910730 GOOD             USPSQD
 AN1386  HISTORY     - 19961011 GOOD             USPSQD
 AN1386  HISTORY     - 20051105 GOOD             USPSQD
 AN1386  HISTORY     - 20051105 GOOD             USPSQD
 AN1386
 AN1386                          STATION DESCRIPTION
 AN1386
 AN1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN1386'THE STATION SUBSURFACE MARK AND REFERENCE MARK NO. 2 WERE
 AN1386'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 AN1386'WAS NOT FOUND AND IS PROBABLY DESTROYED.  THE SUBSURFACE
 AN1386'MARK WAS LOWERED IN ITS ORIGINAL POSITION AND A SURFACE
 AN1386'STATION MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK.
 AN1386'A NEW REFERENCE MARK WAS SET AT THIS TIME.
 AN1386'
 AN1386'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AN1386'
 AN1386'THE STATION IS ABOUT 6-1/2 MILES NORTH OF ROCKPORT, 0.25
 AN1386'MILE SOUTH OF THE SOUTH END OF COPANO BAY BRIDGE, ALONG
 AN1386'THE WEST SIDE OF STATE HIGHWAY 35.  IT IS 135 FEET WEST
 AN1386'OF THE CENTERLINE OF STATE HIGHWAY 35, 82.8 FEET NORTH OF
 AN1386'THE NORTHEAST CORNER OF A CONCRETE BLOCK PUMPHOUSE, 20.5
 AN1386'FEET NORTHWEST OF THE NORTHEAST CORNER OF AN OLD CONCRETE
 AN1386'FOUNDATION AND 19.0 FEET NORTHEAST OF THE NORTHEAST CORNER
 AN1386'OF THE OLD FOUNDATION.  STATION MARKS ARE STANDARD DISKS
 AN1386'STAMPED CAUSEWAY 1931 1969, SET IN A 10 BY 10-INCH CONCRETE
 AN1386'POST FLUSH WITH THE SURFACE OF THE GROUND.
 AN1386'
 AN1386'REFERENCE MARK NO. 2 IS 45.5 FEET EAST OF THE CENTERLINE
 AN1386'OF THE HIGHWAY, AND 1.5 FEET SOUTH OF A FENCE CORNER AND A
 AN1386'CONCRETE RIGHT-OF-WAY MARKER, IN A FENCE LINE, ON THE ROAD
 AN1386'BANK.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK
 AN1386'IS STAMPED CAUSEWAY 1931 34 NO. 2.
 AN1386'
 AN1386'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN A DRILL
 AN1386'HOLE IN THE NORTHEAST CORNER OF A CONCRETE FLOOR, 12.5 FEET
 AN1386'EAST OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK PUMPHOUSE,
 AN1386'17.1 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE PUMPHOUSE,
 AN1386'AND 1.3 FEET WEST OF THE EAST END OF A LOW CURB.  THE DISK
 AN1386'IS STAMPED CAUSEWAY 1931 NO. 3 1969.
 AN1386'
 AN1386'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 AN1386'WITH BUSINESS ROUTE 35 IN THE NORTH SIDE OF ROCKPORT, GO
 AN1386'NORTHERLY ON HIGHWAY 35 FOR 5.9 MILES TO THE CONCRETE BLOCK
 AN1386'PUMPHOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 AN1386'
 AN1386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2
 AN1386'MILES NORTH OF ROCKPORT.
 AN1386
 AN1386                          STATION RECOVERY (1973)
 AN1386
 AN1386'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973 (MLM)
 AN1386'CAUSEWAY 1931-GOOD
 AN1386'
 AN1386'CAUSEWAY R.M. 2-GOOD
 AN1386
 AN1386                          STATION RECOVERY (1974)
 AN1386
 AN1386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (VH)
 AN1386'BM CAUSEWAY (1931) WAS DESTROYED AND A NEW MARK WAS SET OVER THE
 AN1386'UNDERGROUND MARK.  IT IS NO GOOD FOR VERTICAL.
 AN1386'
 AN1386'R.M. 1 CAUSEWAY--THE WINGWALL HAS BEEN TOWN DOWN AND BM WAS
 AN1386'DESTROYED AT THAT TIME
 AN1386'
 AN1386'R.M. 2 CAUSEWAY--THIS BM IS TILTED AND NO LONGER GOOD FOR VERTICAL
 AN1386
 AN1386                          STATION RECOVERY (1977)
 AN1386
 AN1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN1386'STATION MARK, REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND IN GOOD
 AN1386'CONDITION, REFERENCE MARK NO. 2 IS EXPOSED ABOUT 18 INCHES ON ONE
 AN1386'SIDE AND IS TILITED.  THE 1969 RECOVERY NOTE IS ADEQUATE.
 AN1386'
 AN1386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 AN1386'N OF ROCKPORT.
 AN1386
 AN1386                          STATION RECOVERY (1989)
 AN1386
 AN1386'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AN1386'RECOVERED AS DESCRIBED.  THE STATIONS GEODETIC POSITION WAS VERIFIED
 AN1386'AT THIS TIME. RECOVERED BY P B WALBOLT.
 AN1386
 AN1386                          STATION RECOVERY (1991)
 AN1386
 AN1386'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AN1386'RECOVERED IN GOOD CONDITION.
 AN1386
 AN1386                          STATION RECOVERY (1996)
 AN1386
 AN1386'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1386'RECOVERED IN GOOD CONDITION.
 AN1386
 AN1386                          STATION RECOVERY (2005)
 AN1386
 AN1386'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AN1386'RECOVERED IN GOOD CONDITION.
 AN1386
 AN1386                          STATION RECOVERY (2005)
 AN1386
 AN1386'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AN1386'RM 3 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1385 ***********************************************************************
 AN1385  DESIGNATION -  CAUSEWAY RM 1
 AN1385  PID         -  AN1385
 AN1385  STATE/COUNTY-  TX/ARANSAS
 AN1385  USGS QUAD   -  ROCKPORT (1979)
 AN1385
 AN1385                         *CURRENT SURVEY CONTROL
 AN1385  ___________________________________________________________________
 AN1385* NAD 83(1986)-  28 06 49.     (N)    097 01 23.     (W)     SCALED    
 AN1385* NAVD 88     -         3.21   (+/-2cm)      10.5    (feet)  VERTCON   
 AN1385  ___________________________________________________________________
 AN1385  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN1385
 AN1385  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1385
 AN1385.The horizontal coordinates were scaled from a topographic map and have
 AN1385.an estimated accuracy of +/- 6 seconds.
 AN1385
 AN1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1385.The vertical order pertains to the NGVD 29 superseded value.
 AN1385
 AN1385.The geoid height was determined by GEOID03.
 AN1385
 AN1385;                    North         East    Units  Estimated Accuracy
 AN1385;SPC TXSC     - 4,032,710.      794,260.      MT  (+/- 180 meters Scaled)
 AN1385
 AN1385                          SUPERSEDED SURVEY CONTROL
 AN1385
 AN1385  NGVD 29 (??/??/92)    3.351  (m)           10.99   (f) ADJ UNCH    2 0
 AN1385
 AN1385.Superseded values are not recommended for survey control.
 AN1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1385.See file dsdata.txt to determine how the superseded data were derived.
 AN1385
 AN1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS941113(NAD 83)
 AN1385_MARKER: DR = REFERENCE MARK DISK
 AN1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1385_STAMPING: CAUSEWAY NO 1 1931-1934
 AN1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1385+STABILITY: SURFACE MOTION
 AN1385
 AN1385  HISTORY     - Date     Condition        Report By
 AN1385  HISTORY     - 1934     MONUMENTED       CGS
 AN1385  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN1385  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 AN1385
 AN1385                          STATION DESCRIPTION
 AN1385
 AN1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN1385'6.5 MI N FROM ROCKPORT.
 AN1385'6.5 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN1385'ROCKPORT, ARANSAS COUNTY, AT THE SOUTH END OF COPANO BAY CAUSEWAY, 2
 AN1385'FEET SOUTH OF THE MASONRY WINGWALL, 13 FEET EAST OF THE CENTERLINE OF
 AN1385'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD REFERENCE-MARK
 AN1385'DISK, STAMPED CAUSEWAY NO 1 1931-1934 AND SET IN THE TOP OF A CONCRETE
 AN1385'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1385
 AN1385                          STATION RECOVERY (1991)
 AN1385
 AN1385'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AN1385'MARK NOT FOUND.
 AN1385
 AN1385                          STATION RECOVERY (1996)
 AN1385
 AN1385'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1387 ***********************************************************************
 AN1387  DESIGNATION -  CAUSEWAY RM 2
 AN1387  PID         -  AN1387
 AN1387  STATE/COUNTY-  TX/ARANSAS
 AN1387  USGS QUAD   -  ROCKPORT (1979)
 AN1387
 AN1387                         *CURRENT SURVEY CONTROL
 AN1387  ___________________________________________________________________
 AN1387* NAD 83(1986)-  28 06 31.     (N)    097 01 33.     (W)     SCALED    
 AN1387* NAVD 88     -         3.68   (+/-2cm)      12.1    (feet)  VERTCON   
 AN1387  ___________________________________________________________________
 AN1387  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN1387
 AN1387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1387
 AN1387.The horizontal coordinates were scaled from a topographic map and have
 AN1387.an estimated accuracy of +/- 6 seconds.
 AN1387
 AN1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1387.The vertical order pertains to the NGVD 29 superseded value.
 AN1387
 AN1387.The geoid height was determined by GEOID03.
 AN1387
 AN1387;                    North         East    Units  Estimated Accuracy
 AN1387;SPC TXSC     - 4,032,150.      794,000.      MT  (+/- 180 meters Scaled)
 AN1387
 AN1387                          SUPERSEDED SURVEY CONTROL
 AN1387
 AN1387  NGVD 29 (??/??/92)    3.818  (m)           12.53   (f) ADJ UNCH    2 0
 AN1387
 AN1387.Superseded values are not recommended for survey control.
 AN1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1387.See file dsdata.txt to determine how the superseded data were derived.
 AN1387
 AN1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS939108(NAD 83)
 AN1387_MARKER: DR = REFERENCE MARK DISK
 AN1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1387_STAMPING: CAUSEWAY NO 2 1931-1934
 AN1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1387+STABILITY: SURFACE MOTION
 AN1387
 AN1387  HISTORY     - Date     Condition        Report By
 AN1387  HISTORY     - 1934     MONUMENTED       CGS
 AN1387  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN1387  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 AN1387
 AN1387                          STATION DESCRIPTION
 AN1387
 AN1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN1387'IN ROCKPORT.
 AN1387'227.6 FEET SOUTHEAST OF TRIANGULATION STATION CAUSEWAY, DESCRIBED
 AN1387'ABOVE, 50 FEET NORTH OF THE SERVICE STATION, 49 FEET EAST OF THE
 AN1387'CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 AN1387'1.5 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST, AND 3 FEET HIGHER
 AN1387'THAN THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK, STAMPED CAUSEWAY NO
 AN1387'2 1931-1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.2
 AN1387'FOOT ABOVE GROUND.
 AN1387
 AN1387                          STATION RECOVERY (1991)
 AN1387
 AN1387'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AN1387'MARK NOT FOUND.
 AN1387
 AN1387                          STATION RECOVERY (1996)
 AN1387
 AN1387'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0531 ***********************************************************************
 BO0531  DESIGNATION -  CAUTHORN
 BO0531  PID         -  BO0531
 BO0531  STATE/COUNTY-  TX/VAL VERDE
 BO0531  USGS QUAD   -  STEEL STAR DRAW (1970)
 BO0531
 BO0531                         *CURRENT SURVEY CONTROL
 BO0531  ___________________________________________________________________
 BO0531* NAD 83(1993)-  30 12 22.27805(N)    101 22 21.90643(W)     ADJUSTED  
 BO0531* NAVD 88     -       682.3    (meters)    2239.     (feet)  VERTCON   
 BO0531  ___________________________________________________________________
 BO0531  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BO0531  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BO0531
 BO0531  HORZ ORDER  -  FIRST
 BO0531
 BO0531.The horizontal coordinates were established by classical geodetic methods
 BO0531.and adjusted by the National Geodetic Survey in February 1996..
 BO0531
 BO0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0531
 BO0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0531
 BO0531.The geoid height was determined by GEOID03.
 BO0531
 BO0531;                    North         East     Units Scale Factor Converg.
 BO0531;SPC TXSC     - 4,265,302.251   371,557.313   MT  0.99997863   -1 09 44.8
 BO0531;SPC TXSC     -13,993,745.80  1,219,017.62   sFT  0.99997863   -1 09 44.8
 BO0531;SPC TX C     - 3,060,277.666   599,922.079   MT  0.99997731   -0 32 07.3
 BO0531;SPC TX C     -10,040,260.98  1,968,244.35   sFT  0.99997731   -0 32 07.3
 BO0531;UTM  14      - 3,344,013.321   271,595.671   MT  1.00024366   -1 11 39.4
 BO0531
 BO0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0531!SPC TXSC     -   0.99989655  x   0.99997863  =   0.99987518
 BO0531!SPC TX C     -   0.99989655  x   0.99997731  =   0.99987386
 BO0531!UTM  14      -   0.99989655  x   1.00024366  =   1.00014018
 BO0531
 BO0531|---------------------------------------------------------------------|
 BO0531| PID    Reference Object                     Distance      Geod. Az  |
 BO0531|                                                           dddmmss.s |
 BO0531| CH8554 CAUTHORN RM 1                       102.108 METERS 04422     |
 BO0531| BO0532 BLUE                                APPROX.17.0 KM 1681244.4 |
 BO0531| CH8555 CAUTHORN RM 2                        25.634 METERS 30735     |
 BO0531|---------------------------------------------------------------------|
 BO0531
 BO0531                          SUPERSEDED SURVEY CONTROL
 BO0531
 BO0531  NAD 83(1986)-  30 12 22.26716(N)    101 22 21.90188(W) AD(       ) 1
 BO0531  NAD 27      -  30 12 21.58600(N)    101 22 20.49200(W) AD(       ) 1
 BO0531  NGVD 29 (07/19/86)  682.2    (m)         2238.     (f) VERT ANG       
 BO0531
 BO0531.Superseded values are not recommended for survey control.
 BO0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0531.See file dsdata.txt to determine how the superseded data were derived.
 BO0531
 BO0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU7159644013(NAD 83)
 BO0531_MARKER: DS = TRIANGULATION STATION DISK
 BO0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0531
 BO0531  HISTORY     - Date     Condition        Report By
 BO0531  HISTORY     - 1932     MONUMENTED       CGS
 BO0531  HISTORY     - 1933     GOOD             CGS
 BO0531  HISTORY     - 1958     GOOD             CGS
 BO0531
 BO0531                          STATION DESCRIPTION
 BO0531
 BO0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BO0531'ABOUT 11 MILES, AIR LINE, E OF PANDALE, ABOUT 600 FEET S
 BO0531'OF THE PANDALE-COMSTOCK ROAD, AND 39 FEET SW OF OLD ROAD,
 BO0531'ON THE HIGHEST POINT OF A ROCKY RIDGE.
 BO0531'
 BO0531'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 BO0531'IN CONCRETE.
 BO0531'
 BO0531'SURFACE MARK PROJECTS 4 INCHES ABOVE GROUND (ROCK PILE).
 BO0531'
 BO0531'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE,
 BO0531'IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 BO0531'
 BO0531'REFERENCE MARK NO. 1 IS 335 FEET FROM STATION N 44 DEG 22 MIN E.
 BO0531'
 BO0531'REFERENCE MARK NO. 2 IS 84.10 FEET FROM STATION N 52 DEG 25 MIN W.
 BO0531'
 BO0531'TO REACH THE STATION FROM PANDALE, GO N FROM RANCH 0.3 MILE
 BO0531'TO SCHOOL, TURN RIGHT ONTO PANDALE-COMSTOCK ROAD, AND CONTINUE
 BO0531'12.6 MILES TO FIRST CATTLE GUARD AFTER PASSING BUMPER GATE
 BO0531'ON E BOUNDARY OF WARDLAW RANCH, CROSS GUARD AND GO ABOUT 250
 BO0531'FEET TO POINT ABOUT MIDWAY BETWEEN SECOND AND THIRD TELEPHONE
 BO0531'POLES.  TURN RIGHT OFF ROAD AND GO ABOUT 600 FEET TO NATURAL
 BO0531'ROCK PILE AND STATION.  THERE IS A RANCH ACROSS THE ROAD
 BO0531'FROM THE STATION, ABOUT 0.5 MILE DISTANT.
 BO0531
 BO0531                          STATION RECOVERY (1958)
 BO0531
 BO0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CB)
 BO0531'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BO0531'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 BO0531'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0466 ***********************************************************************
 BO0466  DESIGNATION -  CAUTHORN ET
 BO0466  PID         -  BO0466
 BO0466  STATE/COUNTY-  TX/SUTTON
 BO0466  USGS QUAD   -  DUNBAR DRAW SW (1982)
 BO0466
 BO0466                         *CURRENT SURVEY CONTROL
 BO0466  ___________________________________________________________________
 BO0466* NAD 83(1993)-  30 19 56.89913(N)    100 39 25.28923(W)     ADJUSTED  
 BO0466* NAVD 88     -       687.5    (meters)    2256.     (feet)  VERTCON   
 BO0466  ___________________________________________________________________
 BO0466  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 BO0466  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 BO0466
 BO0466  HORZ ORDER  -  SECOND
 BO0466
 BO0466.The horizontal coordinates were established by classical geodetic methods
 BO0466.and adjusted by the National Geodetic Survey in February 1996..
 BO0466
 BO0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0466
 BO0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0466
 BO0466.The geoid height was determined by GEOID03.
 BO0466
 BO0466;                    North         East     Units Scale Factor Converg.
 BO0466;SPC TX C     - 3,073,854.297   668,874.467   MT  0.99994939   -0 10 00.2
 BO0466;SPC TX C     -10,084,803.64  2,194,465.65   sFT  0.99994939   -0 10 00.2
 BO0466;SPC TXSC     - 4,278,113.008   440,658.480   MT  1.00001456   -0 48 42.5
 BO0466;SPC TXSC     -14,035,775.76  1,445,727.03   sFT  1.00001456   -0 48 42.5
 BO0466;UTM  14      - 3,356,790.335   340,708.246   MT  0.99991304   -0 50 13.2
 BO0466
 BO0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0466!SPC TX C     -   0.99989561  x   0.99994939  =   0.99984501
 BO0466!SPC TXSC     -   0.99989561  x   1.00001456  =   0.99991017
 BO0466!UTM  14      -   0.99989561  x   0.99991304  =   0.99980866
 BO0466
 BO0466|---------------------------------------------------------------------|
 BO0466| PID    Reference Object                     Distance      Geod. Az  |
 BO0466|                                                           dddmmss.s |
 BO0466| CV4493 CAUTHORN ET RM 1                     17.710 METERS 14452     |
 BO0466| BO0464 ANT 22 MI SO OF SONORA              APPROX. 3.9 KM 1642151.2 |
 BO0466| CV4494 CAUTHORN ET RM 2                     17.335 METERS 24731     |
 BO0466| BO0467 DAVIS                               APPROX. 9.2 KM 3255803.0 |
 BO0466|---------------------------------------------------------------------|
 BO0466
 BO0466                          SUPERSEDED SURVEY CONTROL
 BO0466
 BO0466  NAD 83(1986)-  30 19 56.89761(N)    100 39 25.27699(W) AD(       ) 2
 BO0466  NAD 27      -  30 19 56.21530(N)    100 39 23.94242(W) AD(       ) 2
 BO0466  NGVD 29 (07/19/86)  687.3    (m)         2255.     (f) VERT ANG       
 BO0466
 BO0466.Superseded values are not recommended for survey control.
 BO0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0466.See file dsdata.txt to determine how the superseded data were derived.
 BO0466
 BO0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4070856790(NAD 83)
 BO0466_MARKER: DD = SURVEY DISK
 BO0466_SETTING: 66 = SET IN ROCK OUTCROP
 BO0466_SP_SET: PARTIALLY EXPOSED BEDROCK
 BO0466
 BO0466  HISTORY     - Date     Condition        Report By
 BO0466  HISTORY     - 1971     MONUMENTED       USGS
 BO0466
 BO0466                          STATION DESCRIPTION
 BO0466
 BO0466'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0466'THE STATION IS LOCATED SOUTH 3 DEGREES WEST, 16 MILES AIRLINE
 BO0466'DISTANCE FROM SONORA, TEXAS, AND ABOUT 0.5 MILES WEST OF
 BO0466'U.S. HIGHWAY 277 ON BROAD CLEAR TOP OWNED BY MACK CAUTHORN.
 BO0466'
 BO0466'TO REACH FROM SONORA, TEXAS, GO 16 MILES SOUTH ON U.S. HIGHWAY
 BO0466'277 TO RANCH ROAD 189 RIGHT, GO 0.2 MILES SOUTHWEST ON RANCH ROAD
 BO0466'189 TO CAUTHORN RANCH ENTRANCE LEFT, GO 0.8 MILES SOUTH TO RANCH
 BO0466'HOUSE, CONTINUE 0.8 MILES SOUTH AND SOUTHWEST ON TRACK ROAD TO
 BO0466'GATE AND ROAD LEFT, TURN LEFT AND GO 1.0 MILE SOUTHEAST ON TRACK
 BO0466'ROAD TO TOP OF HILL, TURN LEFT AND GO 1000 FEET EAST-NORTHEAST
 BO0466'ACROSS COUNTRY TO STATION SITE.  8 FEET SOUTHWEST OF A USGS
 BO0466'WITNESS SIGN MOUNTED ON A METAL POST.
 BO0466'
 BO0466'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET IN
 BO0466'BEDROCK, FLUSH WITH THE GROUND.
 BO0466'
 BO0466'STATION MARK--TABLET STAMPED, CAUTHORN ET 1971.
 BO0466'
 BO0466'REFERENCE MARK NO. 1--TABLET STAMPED, CAUTHORN ET 1971-NO. 1.
 BO0466'
 BO0466'REFERENCE MARK NO. 2--TABLET STAMPED, CAUTHORN ET 1971-NO. 2.
 BO0466'
 BO0466'STATION DAVIS USC AND GS 1944, IS VISIBLE FROM THE GROUND AT THIS
 BO0466'STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE
 BO0466'MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2248 ***********************************************************************
 AN2248  DESIGNATION -  CAVALLIN
 AN2248  PID         -  AN2248
 AN2248  STATE/COUNTY-  TX/CALHOUN
 AN2248  USGS QUAD   -  OLIVIA (1995)
 AN2248
 AN2248                         *CURRENT SURVEY CONTROL
 AN2248  ___________________________________________________________________
 AN2248* NAD 83(1993)-  28 41 15.99082(N)    096 28 37.58386(W)     ADJUSTED  
 AN2248* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AN2248  ___________________________________________________________________
 AN2248  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AN2248  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN2248
 AN2248  HORZ ORDER  -  FIRST
 AN2248
 AN2248.The horizontal coordinates were established by classical geodetic methods
 AN2248.and adjusted by the National Geodetic Survey in February 1996..
 AN2248
 AN2248.The orthometric height was scaled from a topographic map.
 AN2248
 AN2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2248
 AN2248.The geoid height was determined by GEOID03.
 AN2248
 AN2248;                    North         East     Units Scale Factor Converg.
 AN2248;SPC TXSC     - 4,097,355.966   846,525.837   MT  0.99992655   +1 14 09.6
 AN2248;SPC TXSC     -13,442,742.03  2,777,310.18   sFT  0.99992655   +1 14 09.6
 AN2248;UTM  14      - 3,176,000.929   746,507.699   MT  1.00034997   +1 12 42.1
 AN2248
 AN2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2248!SPC TXSC     -   1.00000362  x   0.99992655  =   0.99993017
 AN2248!UTM  14      -   1.00000362  x   1.00034997  =   1.00035360
 AN2248
 AN2248:                Primary Azimuth Mark                     Grid Az
 AN2248:SPC TXSC     -  CAVALLIN RM 1                            086 55 22.1
 AN2248:UTM  14      -  CAVALLIN RM 1                            086 56 49.6
 AN2248
 AN2248|---------------------------------------------------------------------|
 AN2248| PID    Reference Object                     Distance      Geod. Az  |
 AN2248|                                                           dddmmss.s |
 AN2248| CV7009 CAVALLIN RM 1                                      0880931.7 |
 AN2248| CV7010 CAVALLIN RM 2                        41.819 METERS 17820     |
 AN2248|---------------------------------------------------------------------|
 AN2248
 AN2248                          SUPERSEDED SURVEY CONTROL
 AN2248
 AN2248  NAD 83(1986)-  28 41 15.99962(N)    096 28 37.56793(W) AD(       ) 1
 AN2248  NAD 27      -  28 41 15.02000(N)    096 28 36.66200(W) AD(       ) 1
 AN2248
 AN2248.Superseded values are not recommended for survey control.
 AN2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2248.See file dsdata.txt to determine how the superseded data were derived.
 AN2248
 AN2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4650876001(NAD 83)
 AN2248_MARKER: DS = TRIANGULATION STATION DISK
 AN2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2248
 AN2248  HISTORY     - Date     Condition        Report By
 AN2248  HISTORY     - 1931     MONUMENTED       CGS
 AN2248  HISTORY     - 1934     GOOD             CGS
 AN2248  HISTORY     - 1969     GOOD             CGS
 AN2248
 AN2248                          STATION DESCRIPTION
 AN2248
 AN2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2248'ABOUT 10 MILES S OF LA WARD, ON LAND BELONGING TO GUY L.
 AN2248'CAVALLIN, OUTSIDE THE NE CORNER OF THE CULTIVATED FIELD
 AN2248'AROUND HIS HOUSE, 81.5 FEET S OF CENTER LINE OF DIRT ROAD,
 AN2248'58.0 FEET S OF NE CORNER OF FIELD, AND 0.35 FOOT E OF FENCELINE.
 AN2248'
 AN2248'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2248'SET IN CONCRETE.  UPPER MARK PROJECTS ABOUT 2 INCHES ABOVE
 AN2248'GROUND.
 AN2248'
 AN2248'REFERENCE MARK 1 PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT
 AN2248'IS 58 FEET S OF THE CENTER LINE OF DIRT ROAD, 31.4 FEET S
 AN2248'OF NW CORNERPOST OF FENCE, 0.8 FOOT E OF FENCELINE, AND
 AN2248'APPROXIMATELY 0.4 MILE FROM STATION N 88 DEG 10 MIN E.
 AN2248'
 AN2248'REFERENCE MARK 2 PROJECTS ABOUT 6 INCHES ABOVE GROUND.  IT
 AN2248'IS 195.2 FEET S OF NE CORNER OF CULTIVATED FIELD, 1.5 FEET
 AN2248'E OF FENCELINE, AND 137.20 FEET FROM STATION S 1 DEG 40 MIN E.
 AN2248'
 AN2248'TO REACH STATION FROM LA WARD GO E ON ROUTE 58 FOR ABOUT
 AN2248'1/4 MILE, TURN S ON THE OLIVIA ROAD AND GO 10.6 MILES
 AN2248'S TO SECTION LINE LEADING E AND GATE ENTERING A ROAD TO W,
 AN2248'ALSO ON SECTION LINE.  FOLLOW THIS ROAD THROUGH GATE 0.6
 AN2248'MILE TO STATION.
 AN2248
 AN2248                          STATION RECOVERY (1934)
 AN2248
 AN2248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2248'ON PROPERTY OF GUY L. CAVALLIN, ABOUT 10 MILES NE OF PORT
 AN2248'LAVACA, AND ABOUT 3 MILES N OF OLIVIA.  STATION IS IN THE
 AN2248'NE CORNER OF A CULTIVATED FIELD SURROUNDING THE CAVALLIN
 AN2248'HOUSE, 24.8 METERS S OF CENTER LINE OF DIRT ROAD LEADING
 AN2248'E AND W, AND 0.10 METER E OF FENCELINE.
 AN2248'
 AN2248'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM STATION--CHIMNEY
 AN2248'OF CAVALLIN HOUSE (0.2 MILE DISTANT), 211 DEG 00 MIN.  OLIVIA
 AN2248'CHURCH SPIRE, 143 DEG 30 MIN.  AND SCHOOL NO. 1 DISTRICT
 AN2248'NO. 1, 109 DEG 00 MIN.
 AN2248'
 AN2248'HEIGHT OF LIGHT ABOVE STATION MARK - 12.2 METERS.
 AN2248
 AN2248                          STATION RECOVERY (1969)
 AN2248
 AN2248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2248'THE STATION SITE WAS VISITED AND ALL MARKS WERE RECOVERED
 AN2248'IN GOOD CONDITION.  A 15 FOOT TARGET WILL BE REQUIRED TO
 AN2248'SEE THE AZIMUTH MARK FROM THE GROUND AT THE STATION.  DUE
 AN2248'TO CHANGES IN THE AREA A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AN2248'
 AN2248'THE STATION IS ABOUT 5 MILES EAST OF POINT COMFORT, 3-1/2
 AN2248'MILES NORTH-NORTHWEST OF THE SMALL COMMUNITY AT OLIVIA, 1/2
 AN2248'MILE EAST OF KELLER CREEK AND IN OPEN PASTURE LAND ON THE
 AN2248'SOUTH SIDE OF FARM ROAD 2143.
 AN2248'
 AN2248'TO REACH THE STATION FROM THE CROSS ROAD JUNCTION OF STATE
 AN2248'HIGHWAY 35 AND FARM ROAD 1593 AT THE EAST EDGE OF THE TOWN
 AN2248'OF POINT COMFORT, GO EAST-NORTHEAST ON STATE HIGHWAY 35 FOR
 AN2248'1.85 MILES TO SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH THEN
 AN2248'EAST ON FARM ROAD 2143 FOR 2.7 MILES TO THE CENTER OF HIGHWAY
 AN2248'BRIDGE OVER KELLER CREEK, CONTINUE AHEAD FOR 0.4 MILE TO THE
 AN2248'STATION ON THE RIGHT.  TO REACH REFERENCE MARK NO. 1 FROM
 AN2248'THE STATION GO EAST ON FARM ROAD 2143 FOR 0.5 MILE TO CROSS
 AN2248'ROAD AND THE MARK ON THE RIGHT IN THE SOUTHWEST ANGLE OF
 AN2248'THE INTERSECTION.
 AN2248'
 AN2248'THE STATION MARK IS A STANDARD DISK, STAMPED CAVALLIN 1931
 AN2248'34, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT
 AN2248'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS IN THE NORTH EDGE
 AN2248'OF PASTURE, 81 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND
 AN2248'30 FEET SOUTH OF METAL WITNESS POST WITH SIGN THAT IS SET
 AN2248'IN SOUTH RIGHT-OF-WAY FENCE LINE.
 AN2248'
 AN2248'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAVALLIN NO 1
 AN2248'1931, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 AN2248'5 INCHES.  IT IS 54 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 AN2248'12 FEET WEST OF THE CENTER OF COUNTY ROAD 301, 28.5 FEET
 AN2248'WEST-SOUTHWEST OF POWERLINE POLE, 14.0 FEET EAST-SOUTHEAST
 AN2248'OF POWERLINE GUY POLE, 2.8 FEET NORTH OF STEEL SIGN CALHOUN
 AN2248'301 COUNTY AND IN THE NORTHEAST CORNER OF THE FRONT YARD
 AN2248'OF MR. Z.R. DOOLEY WHO KNOWS THE LOCATION OF THE MARK.
 AN2248'
 AN2248'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAVALLIN NO
 AN2248'2 1931 34, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 AN2248'THAT PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS IN PASTURE,
 AN2248'DUE SOUTH OF THE STATION MARK AND 167 FEET SOUTH OF THE METAL
 AN2248'WITNESS POST SET IN THE RIGHT-OF-WAY FENCE LINE.
 AN2248'
 AN2248'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 AN2248'EAST OF POINT COMFORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2264 ***********************************************************************
 AN2264  DESIGNATION -  CAVALLO 2
 AN2264  PID         -  AN2264
 AN2264  STATE/COUNTY-  TX/MATAGORDA
 AN2264  USGS QUAD   -  DECROS POINT (1973)
 AN2264
 AN2264                         *CURRENT SURVEY CONTROL
 AN2264  ___________________________________________________________________
 AN2264* NAD 83(1993)-  28 24 25.42573(N)    096 21 32.91262(W)     ADJUSTED  
 AN2264* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 AN2264  ___________________________________________________________________
 AN2264  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AN2264  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AN2264
 AN2264  HORZ ORDER  -  SECOND
 AN2264
 AN2264.The horizontal coordinates were established by classical geodetic methods
 AN2264.and adjusted by the National Geodetic Survey in February 1996..
 AN2264
 AN2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2264
 AN2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2264
 AN2264.The geoid height was determined by GEOID03.
 AN2264
 AN2264;                    North         East     Units Scale Factor Converg.
 AN2264;SPC TXSC     - 4,066,508.778   858,753.280   MT  0.99999327   +1 17 37.6
 AN2264;SPC TXSC     -13,341,537.55  2,817,426.39   sFT  0.99999327   +1 17 37.6
 AN2264;UTM  14      - 3,145,133.986   758,724.001   MT  1.00042621   +1 15 25.4
 AN2264
 AN2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2264!SPC TXSC     -   1.00000358  x   0.99999327  =   0.99999685
 AN2264!UTM  14      -   1.00000358  x   1.00042621  =   1.00042980
 AN2264
 AN2264:                Primary Azimuth Mark                     Grid Az
 AN2264:SPC TXSC     -  CAVALLO 2 AZ MK                          053 55 28.4
 AN2264:UTM  14      -  CAVALLO 2 AZ MK                          053 57 40.6
 AN2264
 AN2264|---------------------------------------------------------------------|
 AN2264| PID    Reference Object                     Distance      Geod. Az  |
 AN2264|                                                           dddmmss.s |
 AN2264| AN2267 CAVALLO 2 AZ MK                     APPROX. 0.9 KM 0551306.0 |
 AN2264| CV7013 CAVALLO 2 RM 3                       21.472 METERS 12435     |
 AN2264| CV7014 CAVALLO 2 RM 4                       24.884 METERS 23736     |
 AN2264| AN2278 PORT O CONNOR CABLE TV MAST         APPROX. 9.0 KM 2943543.3 |
 AN2264| AN2277 PORT O CONNOR MUN TANK              APPROX. 7.6 KM 3054340.3 |
 AN2264|---------------------------------------------------------------------|
 AN2264
 AN2264                          SUPERSEDED SURVEY CONTROL
 AN2264
 AN2264  NAD 83(1986)-  28 24 25.43249(N)    096 21 32.89471(W) AD(       ) 2
 AN2264  NAD 27      -  28 24 24.41978(N)    096 21 31.99737(W) AD(       ) 2
 AN2264  NGVD 29 (07/19/86)    3.9    (m)           13.     (f) VERT ANG       
 AN2264
 AN2264.Superseded values are not recommended for survey control.
 AN2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2264.See file dsdata.txt to determine how the superseded data were derived.
 AN2264
 AN2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5872445134(NAD 83)
 AN2264_MARKER: DS = TRIANGULATION STATION DISK
 AN2264_SETTING: 0 = UNSPECIFIED SETTING
 AN2264_MAGNETIC: P = MARKER IS A STEEL PIPE
 AN2264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2264
 AN2264  HISTORY     - Date     Condition        Report By
 AN2264  HISTORY     - 1978     MONUMENTED       NGS
 AN2264
 AN2264                          STATION DESCRIPTION
 AN2264
 AN2264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2264'THE STATION IS LOCATED NEAR THE SOUTHWEST END OF MATAGORDA
 AN2264'PENINSULA, ABOUT 5 MILES SOUTHEAST OF PORT O CONNOR, AND
 AN2264'ON PROPERTY OWNED BY BERT L. HUEBNER, COUNTY JUDGE, BAY CITY
 AN2264'COURTHOUSE, BAY CITY, TEXAS 77414, OFFICE PHONE 245-4666,
 AN2264'HOME PHONE 245-3883.
 AN2264'
 AN2264'TO REACH THE STATION FROM PORT O CONNOR A BOAT IS NEEDED TO
 AN2264'CROSS THE BAY TO THE SOUTHWEST END OF MATAGORDA PENINSULA.
 AN2264'FROM THE BEACH NEAR THE SOUTHWEST END OF MATAGORDA PENINSULA,
 AN2264'GO SOUTHEAST ON A SHELL ROAD FOR 0.5 MILE TO THE END OF THE
 AN2264'ROAD.  PICK WAY AROUND JETTY AND GO WESTERLY ALONG BEACH FOR
 AN2264'0.45 MILE TO A NORTH-SOUTH FENCE AND THE AZIMUTH MARK ABOUT
 AN2264'200 FEET TO THE RIGHT, NORTH.  CONTINUE WESTERLY ALONG BEACH
 AN2264'FOR 0.55 MILE, TURN RIGHT AND GO NORTHWEST FOR 0.1 MILE TO
 AN2264'THE STATION.
 AN2264'
 AN2264'THE STATION IS A STANDARD NGS DISK
 AN2264'STAMPED---CAVALLO 2 1978---,
 AN2264'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE PROJECTING 6
 AN2264'INCHES ABOVE THE GROUND.  IT IS
 AN2264'3.8 FEET EAST FROM A 4 BY 4-INCH WOODEN WITNESS POST.
 AN2264'
 AN2264'REFERENCE MARK 3 IS A STANDARD NGS DISK
 AN2264'STAMPED---CAVALLO 2 NO 3 1978---,
 AN2264'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE PROJECTING 6
 AN2264'INCHES ABOVE THE GROUND.  IT IS
 AN2264'23.5 FEET EAST FROM THE WOODEN WITNESS POST NEAR THE STATION.
 AN2264'
 AN2264'REFERENCE MARK 4 IS A STANDARD NGS DISK
 AN2264'STAMPED---CAVALLO 2 NO 4 1978---,
 AN2264'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE PROJECTING 3
 AN2264'INCHES ABOVE THE GROUND.  IT IS
 AN2264'78.5 FEET WEST-SOUTHWEST FROM THE 4 BY 4-INCH WOODEN WITNESS
 AN2264'POST NEAR THE STATION.
 AN2264'
 AN2264'AZIMUTH MARK IS A STANDARD NGS DISK
 AN2264'STAMPED---CAVALLO 2 1978---,
 AN2264'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE PROJECTING 3
 AN2264'INCHES ABOVE THE GROUND.  IT IS
 AN2264'2.0 FEET WEST FROM A WIRE FENCE AND
 AN2264'1.6 FEET SOUTH FROM A 4 BY 4-INCH WOODEN WITNESS POST.
 AN2264'
 AN2264'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2267 ***********************************************************************
 AN2267  DESIGNATION -  CAVALLO 2 AZ MK
 AN2267  PID         -  AN2267
 AN2267  STATE/COUNTY-  TX/MATAGORDA
 AN2267  USGS QUAD   -  DECROS POINT (1973)
 AN2267
 AN2267                         *CURRENT SURVEY CONTROL
 AN2267  ___________________________________________________________________
 AN2267* NAD 83(1993)-  28 24 42.63912(N)    096 21 04.87972(W)     ADJUSTED  
 AN2267* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 AN2267  ___________________________________________________________________
 AN2267  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AN2267  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AN2267
 AN2267  HORZ ORDER  -  SECOND
 AN2267
 AN2267.The horizontal coordinates were established by classical geodetic methods
 AN2267.and adjusted by the National Geodetic Survey in February 1996..
 AN2267
 AN2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2267
 AN2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2267
 AN2267.The geoid height was determined by GEOID03.
 AN2267
 AN2267;                    North         East     Units Scale Factor Converg.
 AN2267;SPC TXSC     - 4,067,055.806   859,504.118   MT  0.99999194   +1 17 51.4
 AN2267;SPC TXSC     -13,343,332.26  2,819,889.76   sFT  0.99999194   +1 17 51.4
 AN2267;UTM  14      - 3,145,680.772   759,475.517   MT  1.00043101   +1 15 39.4
 AN2267
 AN2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2267!SPC TXSC     -   1.00000351  x   0.99999194  =   0.99999545
 AN2267!UTM  14      -   1.00000351  x   1.00043101  =   1.00043452
 AN2267
 AN2267                          SUPERSEDED SURVEY CONTROL
 AN2267
 AN2267  NAD 83(1986)-  28 24 42.64593(N)    096 21 04.86184(W) AD(       ) 2
 AN2267  NAD 27      -  28 24 41.63400(N)    096 21 03.96540(W) AD(       ) 2
 AN2267  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG       
 AN2267
 AN2267.Superseded values are not recommended for survey control.
 AN2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2267.See file dsdata.txt to determine how the superseded data were derived.
 AN2267
 AN2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5947645681(NAD 83)
 AN2267_MARKER: DZ = AZIMUTH MARK DISK
 AN2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN2267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2267+STABILITY: SURFACE MOTION
 AN2267
 AN2267  HISTORY     - Date     Condition        Report By
 AN2267  HISTORY     - 1978     MONUMENTED       NGS
 AN2267
 AN2267                          STATION DESCRIPTION
 AN2267
 AN2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2267'THE STATION IS NEAR THE SOUTHWEST END OF MATAGORDA PENINSULA,
 AN2267'ABOUT 4-1/2 MILES SOUTHEAST OF PORT O CONNOR, AND ON PROPERTY
 AN2267'OWNED BY BERT L. HUEBNER, COUNTY JUDGE, BAY CITY COURTHOUSE,
 AN2267'BAY CITY, TEXAS 77414, OFFICE PHONE 245-4666, HOME PHONE
 AN2267'245-3883.
 AN2267'
 AN2267'TO REACH THE STATION FROM PORT O CONNOR A BOAT IS NEEDED TO
 AN2267'CROSS THE BAY TO THE SOUTHWEST END OF MATAGORDA PENINSULA.
 AN2267'FROM THE BEACH NEAR THE SOUTHWEST END OF MATAGORDA PENINSULA,
 AN2267'GO SOUTHEAST ON A SHELL ROAD FOR 0.5 MILE TO THE END OF THE
 AN2267'ROAD.  PICK WAY AROUND END OF JETTY AND GO WESTERLY ALONG
 AN2267'BEACH FOR 0.45 MILE TO A NORTH-SOUTH FENCE LINE AND THE STATION
 AN2267'ABOUT 200 FEET TO THE NORTH.
 AN2267'
 AN2267'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AN2267'STAMPED---CAVALLO 2 1978---,
 AN2267'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AN2267'DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AN2267'2.0 FEET WEST FROM A WIRE FENCE AND
 AN2267'1.6 FEET SOUTH FROM A WOODEN WITNESS POST.
 AN2267'
 AN2267'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0378 ***********************************************************************
 AN0378  DESIGNATION -  CAVASSO
 AN0378  PID         -  AN0378
 AN0378  STATE/COUNTY-  TX/ARANSAS
 AN0378  USGS QUAD   -  ST CHARLES BAY (1973)
 AN0378
 AN0378                         *CURRENT SURVEY CONTROL
 AN0378  ___________________________________________________________________
 AN0378* NAD 83(1993)-  28 13 42.08743(N)    096 58 29.77964(W)     ADJUSTED  
 AN0378* NAVD 88     -         2.35   (+/-2cm)       7.7    (feet)  VERTCON   
 AN0378  ___________________________________________________________________
 AN0378  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AN0378  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0378
 AN0378  HORZ ORDER  -  SECOND
 AN0378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0378
 AN0378.The horizontal coordinates were established by classical geodetic methods
 AN0378.and adjusted by the National Geodetic Survey in February 1996..
 AN0378
 AN0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0378.The vertical order pertains to the NGVD 29 superseded value.
 AN0378
 AN0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0378
 AN0378.The geoid height was determined by GEOID03.
 AN0378
 AN0378;                    North         East     Units Scale Factor Converg.
 AN0378;SPC TXSC     - 4,045,502.816   798,766.939   MT  1.00004809   +0 59 31.6
 AN0378;SPC TXSC     -13,272,620.49  2,620,621.20   sFT  1.00004809   +0 59 31.6
 AN0378;UTM  14      - 3,124,160.530   698,710.832   MT  1.00008736   +0 57 29.3
 AN0378
 AN0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0378!SPC TXSC     -   1.00000388  x   1.00004809  =   1.00005197
 AN0378!UTM  14      -   1.00000388  x   1.00008736  =   1.00009124
 AN0378
 AN0378:                Primary Azimuth Mark                     Grid Az
 AN0378:SPC TXSC     -  TWIN                                     041 19 49.3
 AN0378:UTM  14      -  TWIN                                     041 21 51.6
 AN0378
 AN0378|---------------------------------------------------------------------|
 AN0378| PID    Reference Object                     Distance      Geod. Az  |
 AN0378|                                                           dddmmss.s |
 AN0378| AN2334 TWIN                                APPROX. 8.4 KM 0421920.9 |
 AN0378| AN0380 CAVASSO RM 2                         22.230 METERS 16904     |
 AN0378| AN0379 CAVASSO RM 1                         29.380 METERS 26522     |
 AN0378|---------------------------------------------------------------------|
 AN0378
 AN0378                          SUPERSEDED SURVEY CONTROL
 AN0378
 AN0378  NAD 83(1986)-  28 13 42.09601(N)    096 58 29.76076(W) AD(       ) 2
 AN0378  NAD 27      -  28 13 41.07100(N)    096 58 28.79600(W) AD(       ) 2
 AN0378  NGVD 29 (??/??/92)    2.478  (m)            8.13   (f) ADJ UNCH    2 0
 AN0378
 AN0378.Superseded values are not recommended for survey control.
 AN0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0378.See file dsdata.txt to determine how the superseded data were derived.
 AN0378
 AN0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9871124161(NAD 83)
 AN0378_MARKER: DS = TRIANGULATION STATION DISK
 AN0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0378_SP_SET: CONCRETE POST
 AN0378_STAMPING: CAVASSO 1934
 AN0378_MARK LOGO: CGS   
 AN0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0378+STABILITY: SURFACE MOTION
 AN0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0378+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AN0378
 AN0378  HISTORY     - Date     Condition        Report By
 AN0378  HISTORY     - 1934     MONUMENTED       CGS
 AN0378  HISTORY     - 1934     GOOD             CGS
 AN0378  HISTORY     - 1942     GOOD             CGS
 AN0378  HISTORY     - 1974     GOOD             USGS
 AN0378  HISTORY     - 19890215 GOOD             NOS
 AN0378
 AN0378                          STATION DESCRIPTION
 AN0378
 AN0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN0378'STATION IS LOCATED ABOUT 15 MILES NNE OF ROCKPORT, ABOUT
 AN0378'6-1/2 MILES N BY E OF LAMAR, ON THE PROPERTY KNOWN AS HALLAHANS
 AN0378'RANCH.  IT IS 3/4 MILE E OF STATE HIGHWAY 35 AND 1/2 MILE
 AN0378'N OF CAVASSO CREEK.  STATION IS SITUATED IN AN OPEN PRAIRIE.
 AN0378'
 AN0378'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN0378'SET IN CONCRETE.
 AN0378'
 AN0378'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN0378'CENTER OF CAVASSO CREEK BRIDGE (STATE HIGHWAY 35), 218 DEG.
 AN0378'WINDMILL (1 MILE ACROSS HIGHWAY), 250 DEG.
 AN0378'
 AN0378'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 AN0378
 AN0378                          STATION RECOVERY (1934)
 AN0378
 AN0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AN0378'14.8 MI N FROM ROCKPORT.
 AN0378'14.8 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN0378'ROCKPORT, ARANSAS COUNTY (TO THE END OF A CURVE), 0.5 MILE EAST INTO
 AN0378'OPEN PRAIRIE.  0.5 MILE NORTH OF CAVASSO CREEK, AND 3 FEET EAST OF A
 AN0378'WHITE WOODEN WITNESS POST.  A STANDARD TRIANGULATION-STATION DISK,
 AN0378'STAMPED CAVASSO 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0378'0.4 FOOT ABOVE GROUND.
 AN0378
 AN0378                          STATION RECOVERY (1942)
 AN0378
 AN0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AN0378'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN0378'CONDITION.
 AN0378'
 AN0378'STATION IS ABOUT 0.6 MILE E ACROSS PASTURE FROM STATE HIGHWAY
 AN0378'35 AND 3 FEET E OF A 4- BY 4-INCH WOODEN WITNESS POST.  IT
 AN0378'IS STAMPED CAVASSO 1934 AND PROJECTS ABOUT 0.4 FOOT.
 AN0378'
 AN0378'REFERENCE MARK 1 IS 96.6 FEET WSW OF THE STATION.  IT IS
 AN0378'STAMPED CAVASSO NO 1 1934 AND PROJECTS ABOUT 0.4 FOOT.
 AN0378'
 AN0378'REFERENCE MARK 2 IS 74.2 FEET SSE OF THE STATION.  IT IS
 AN0378'STAMPED CAVASSO NO 2 1934 AND PROJECTS ABOUT 0.4 FOOT.
 AN0378'
 AN0378'TO REACH STATION FROM CITY WATER TANK AT ROCKPORT, PROCEED
 AN0378'14.8 MILES N ALONG STATE HIGHWAY 35 TO THE E END OF A CURVE.
 AN0378'THENCE GO 0.6 MILE E ACROSS PRAIRIE TO THE SITE OF THE STATION.
 AN0378
 AN0378                          STATION RECOVERY (1974)
 AN0378
 AN0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RJP)
 AN0378'TO REACH FROM THE P.O. AT REFUGIO GO SOUTH 2 BLK TO FM 774,
 AN0378'TURN LEFT ON HWY 19.8 MI TO JCT OF FM 774 AND STATE HWY 35.
 AN0378'GO SOUTH ON HWY 6.8 MI. TO GATE ON LEFT.  GO STRAIGHT EAST
 AN0378'ALONG DIRT ROAD FOR 0.65 MI TO STATION ON LEFT.  STATION
 AN0378'IS 60 FEET NORTH OF ROAD ON THE ARANSAS NATIONAL WILDLIFE
 AN0378'REFUGE.  NEITHER REFERENCE MARK COULD BE FOUND AND BOTH
 AN0378'ARE PRESUMED DESTROYED BY THE ROAD.
 AN0378
 AN0378                          STATION RECOVERY (1989)
 AN0378
 AN0378'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AN0378'THE STATION IS LOCATED ABOUT 15 MI NNE OF ROCKPORT, ABOUT 6.5 MI N BY
 AN0378'E OF LAMAR, ON THE PROPERTY KNOWN AS HALLAHANS RANCH.  IT IS 0.75 MI E
 AN0378'OF STATE HWY 35 AND 0.5 MI N OF CAVASSO CREEK.  STATION IS SITUATED IN
 AN0378'AN OPEN PRAIRIE.
 AN0378'TO REACH STATION FROM CITY WATER TANK AT ROCKPORT, PROCEED 14.8 MI N
 AN0378'ALONG STATE HWY 35 TO THE E END OF A CURVE.  THENCE GO 0.6 MI E ACROSS
 AN0378'PRAIRIE TO THE SITE OF THE STATION.
 AN0378'STATION IS E FROM TEXAS HWY 35 BY 0.65 MI.  PERMISSION AND GATE KEY IS
 AN0378'REQUIRED FROM THE ARANSAS WILDLIFE REFUGE.  STATION IS ALSO 0.05 MI W
 AN0378'FROM A N-S FENCE LINE, AND 19.28 M (63.3 FT) N OF CENTERLINE OF A
 AN0378'TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0379 ***********************************************************************
 AN0379  DESIGNATION -  CAVASSO RM 1
 AN0379  PID         -  AN0379
 AN0379  STATE/COUNTY-  TX/ARANSAS
 AN0379  USGS QUAD   -  ST CHARLES BAY (1973)
 AN0379
 AN0379                         *CURRENT SURVEY CONTROL
 AN0379  ___________________________________________________________________
 AN0379* NAD 83(1986)-  28 13 42.     (N)    096 58 30.     (W)     SCALED    
 AN0379* NAVD 88     -         2.35   (+/-2cm)       7.7    (feet)  VERTCON   
 AN0379  ___________________________________________________________________
 AN0379  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0379
 AN0379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0379
 AN0379.The horizontal coordinates were scaled from a topographic map and have
 AN0379.an estimated accuracy of +/- 6 seconds.
 AN0379
 AN0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0379.The vertical order pertains to the NGVD 29 superseded value.
 AN0379
 AN0379.The geoid height was determined by GEOID03.
 AN0379
 AN0379;                    North         East    Units  Estimated Accuracy
 AN0379;SPC TXSC     - 4,045,500.      798,760.      MT  (+/- 180 meters Scaled)
 AN0379
 AN0379                          SUPERSEDED SURVEY CONTROL
 AN0379
 AN0379  NGVD 29 (??/??/92)    2.475  (m)            8.12   (f) ADJ UNCH    2 0
 AN0379
 AN0379.Superseded values are not recommended for survey control.
 AN0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0379.See file dsdata.txt to determine how the superseded data were derived.
 AN0379
 AN0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS987241(NAD 83)
 AN0379_MARKER: DR = REFERENCE MARK DISK
 AN0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0379_STAMPING: CAVASSO NO 1 1934
 AN0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0379+STABILITY: SURFACE MOTION
 AN0379
 AN0379  HISTORY     - Date     Condition        Report By
 AN0379  HISTORY     - 1934     MONUMENTED       CGS
 AN0379
 AN0379                          STATION DESCRIPTION
 AN0379
 AN0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0379'14.8 MI N FROM ROCKPORT.
 AN0379'96.6 FEET WEST-SOUTHWEST OF TRIANGULATION STATION CAVASSO DESCRIBED A
 AN0379'ABOVE AND 135 FEET NORTHWEST OF REFERENCE MARK 2, DESCRIBED BELOW.  A
 AN0379'STANDARD REFERENCE-MARK DISK, STAMPED CAVASSO NO 1 1934 AND SET IN THE
 AN0379'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0380 ***********************************************************************
 AN0380  DESIGNATION -  CAVASSO RM 2
 AN0380  PID         -  AN0380
 AN0380  STATE/COUNTY-  TX/ARANSAS
 AN0380  USGS QUAD   -  ST CHARLES BAY (1973)
 AN0380
 AN0380                         *CURRENT SURVEY CONTROL
 AN0380  ___________________________________________________________________
 AN0380* NAD 83(1986)-  28 13 41.     (N)    096 58 28.     (W)     SCALED    
 AN0380* NAVD 88     -         2.34   (+/-2cm)       7.7    (feet)  VERTCON   
 AN0380  ___________________________________________________________________
 AN0380  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0380
 AN0380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0380
 AN0380.The horizontal coordinates were scaled from a topographic map and have
 AN0380.an estimated accuracy of +/- 6 seconds.
 AN0380
 AN0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0380.The vertical order pertains to the NGVD 29 superseded value.
 AN0380
 AN0380.The geoid height was determined by GEOID03.
 AN0380
 AN0380;                    North         East    Units  Estimated Accuracy
 AN0380;SPC TXSC     - 4,045,470.      798,820.      MT  (+/- 180 meters Scaled)
 AN0380
 AN0380                          SUPERSEDED SURVEY CONTROL
 AN0380
 AN0380  NGVD 29 (??/??/92)    2.470  (m)            8.10   (f) ADJ UNCH    2 0
 AN0380
 AN0380.Superseded values are not recommended for survey control.
 AN0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0380.See file dsdata.txt to determine how the superseded data were derived.
 AN0380
 AN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS987241(NAD 83)
 AN0380_MARKER: DR = REFERENCE MARK DISK
 AN0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0380_STAMPING: CAVASSO NO 2 1934
 AN0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0380+STABILITY: SURFACE MOTION
 AN0380
 AN0380  HISTORY     - Date     Condition        Report By
 AN0380  HISTORY     - 1934     MONUMENTED       CGS
 AN0380
 AN0380                          STATION DESCRIPTION
 AN0380
 AN0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0380'14.8 MI N FROM ROCKPORT.
 AN0380'74.2 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION CAVASSO, DESCRIBED
 AN0380'ABOVE.  A STANDARD REFERENCE-MARK DISK, STAMPED CAVASSO NO 2 1934 AND
 AN0380'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE
 AN0380'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0550 ***********************************************************************
 DP0550  DESIGNATION -  CAVE
 DP0550  PID         -  DP0550
 DP0550  STATE/COUNTY-  TX/KENT
 DP0550  USGS QUAD   -  GANT HILLS (1969)
 DP0550
 DP0550                         *CURRENT SURVEY CONTROL
 DP0550  ___________________________________________________________________
 DP0550* NAD 83(1993)-  33 04 13.49455(N)    100 38 42.10533(W)     ADJUSTED  
 DP0550* NAVD 88     -       675.6    (meters)    2217.     (feet)  VERTCON   
 DP0550  ___________________________________________________________________
 DP0550  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 DP0550  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DP0550
 DP0550  HORZ ORDER  -  FIRST
 DP0550
 DP0550.The horizontal coordinates were established by classical geodetic methods
 DP0550.and adjusted by the National Geodetic Survey in February 1996..
 DP0550
 DP0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0550
 DP0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0550
 DP0550.The geoid height was determined by GEOID03.
 DP0550
 DP0550;                    North         East     Units Scale Factor Converg.
 DP0550;SPC TXNC     - 2,157,705.879   399,738.924   MT  0.99987268   -1 10 11.6
 DP0550;SPC TXNC     - 7,079,073.37  1,311,476.79   sFT  0.99987268   -1 10 11.6
 DP0550;UTM  14      - 3,660,296.303   346,441.803   MT  0.99989074   -0 53 52.1
 DP0550
 DP0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0550!SPC TXNC     -   0.99989819  x   0.99987268  =   0.99977088
 DP0550!UTM  14      -   0.99989819  x   0.99989074  =   0.99978894
 DP0550
 DP0550|---------------------------------------------------------------------|
 DP0550| PID    Reference Object                     Distance      Geod. Az  |
 DP0550|                                                           dddmmss.s |
 DP0550| CX6878 CAVE RM 1                            17.611 METERS 05550     |
 DP0550| CX6879 CAVE RM 2                            17.678 METERS 15452     |
 DP0550| CX6877 CAVE AZ MK                                         2043226.2 |
 DP0550|---------------------------------------------------------------------|
 DP0550
 DP0550                          SUPERSEDED SURVEY CONTROL
 DP0550
 DP0550  NAD 83(1993)-  33 04 13.49717(N)    100 38 42.10098(W) AD(       ) 1
 DP0550  NAD 83(1986)-  33 04 13.49965(N)    100 38 42.09727(W) AD(       ) 1
 DP0550  NAD 27      -  33 04 13.14885(N)    100 38 40.67987(W) AD(       ) 1
 DP0550  NGVD 29 (07/19/86)  675.3    (m)         2216.     (f) VERT ANG       
 DP0550
 DP0550.Superseded values are not recommended for survey control.
 DP0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0550.See file dsdata.txt to determine how the superseded data were derived.
 DP0550
 DP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB4644260296(NAD 83)
 DP0550_MARKER: DS = TRIANGULATION STATION DISK
 DP0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0550
 DP0550  HISTORY     - Date     Condition        Report By
 DP0550  HISTORY     - 1968     MONUMENTED       CGS
 DP0550
 DP0550                          STATION DESCRIPTION
 DP0550
 DP0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0550'THE STATION IS LOCATED AIRLINE, ABOUT 9 MILES SOUTHEAST OF
 DP0550'CLAIREMONT, 6 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 380
 DP0550'AND STATE HIGHWAY 70, 12 MILES WEST OF DOUBLE MOUNTAINS, 6 MILES
 DP0550'NORTHEAST OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER, 2-1/4
 DP0550'MILES SOUTHWEST OF STATE HIGHWAY 70 AND ON A LOW SANDY KNOLL ON
 DP0550'RANCH PROPERTY OF MR. HALDEN CAVE.
 DP0550'
 DP0550'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70
 DP0550'AND STATE HIGHWAY 92 IN ROTAN, GO NORTH ON STATE HIGHWAY 70 FOR
 DP0550'6.55 MILES TO A SIDE ROAD RIGHT (FARM ROAD 610), CONTINUE NORTH
 DP0550'ON STATE HIGHWAY 70 FOR 7.5 MILES TO A SIDE ROAD LEFT AT A SIGN
 DP0550'BANDY RANCH 2, TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.9
 DP0550'MILES TO WHERE THE MAIN ROAD TURNS LEFT AND A CATTLE GUARD ON
 DP0550'THE RIGHT, TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.5 MILE
 DP0550'TO A FORK, TAKE THE LEFT FORK FOR 0.15 MILE TO A FORK, TAKE
 DP0550'THE LEFT FORK AND GO WESTERLY FOR 0.75 MILE TO A SIDE ROAD
 DP0550'LEFT, CONTINUE WEST FOR 0.3 MILE TO A CATTLE GUARD, CROSS THE
 DP0550'CATTLE GUARD, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A
 DP0550'CATTLE GUARD, CONTINUE NORTH FOR 0.3 MILE TO A FORK, TAKE THE
 DP0550'RIGHT FORK AND CONTINUE NORTH AND WEST PASSING A STOCK POND
 DP0550'ON THE LEFT FOR 0.75 MILE TO A CATTLE GUARD, CONTINUE WEST
 DP0550'ON THE MAIN ROAD FOR 1.8 MILES TO A CORRAL ON THE LEFT AND A
 DP0550'GATE JUST BEYOND, PASS THROUGH THE GATE AND CONTINUE WESTERLY
 DP0550'FOR 0.6 MILE TO A WINDMILL AND THE AZIMUTH MARK ON THE
 DP0550'RIGHT, TURN RIGHT AND GO NORTHEAST ON A DIM TRACK ROAD FOR
 DP0550'0.4 MILE TO A DIM FORK, BEAR LEFT AND FOLLOW A DIM TRACK ROAD
 DP0550'NORTH FOR 0.3 MILE TO THE TOP OF A SANDY KNOLL AND THE
 DP0550'STATION.
 DP0550'
 DP0550'THE STATION MARK IS A STANDARD DISK STAMPED CAVE 1968, SET IN
 DP0550'THE TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH.  IT IS 5.0
 DP0550'FEET SOUTHWEST OF A 4 X 4 WOODEN WITNESS POST.
 DP0550'
 DP0550'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAVE NO 1 1968,
 DP0550'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.  IT
 DP0550'IS 52.7 FEET EAST OF THE WITNESS POST.
 DP0550'
 DP0550'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAVE NO 2 1968,
 DP0550'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT
 DP0550'IS 60.8 FEET SOUTH OF THE WITNESS POST.
 DP0550'
 DP0550'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAVE 1968, SET IN
 DP0550'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 DP0550'37.5 FEET SOUTH OF THE SOUTHEAST LEG OF THE WINDMILL, 51.1
 DP0550'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A WATER TANK AND 25
 DP0550'FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD.
 DP0550'
 DP0550'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1055 ***********************************************************************
 CD1055  DESIGNATION -  CAVETT
 CD1055  PID         -  CD1055
 CD1055  STATE/COUNTY-  TX/HUDSPETH
 CD1055  USGS QUAD   -  GUNSIGHT HILLS NORTH (1979)
 CD1055
 CD1055                         *CURRENT SURVEY CONTROL
 CD1055  ___________________________________________________________________
 CD1055* NAD 83(1993)-  31 25 50.18561(N)    105 29 00.76422(W)     ADJUSTED  
 CD1055* NAVD 88     -      1452.     (meters)    4764.     (feet)  SCALED    
 CD1055  ___________________________________________________________________
 CD1055  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CD1055  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CD1055
 CD1055  HORZ ORDER  -  THIRD
 CD1055
 CD1055.The horizontal coordinates were established by classical geodetic methods
 CD1055.and adjusted by the National Geodetic Survey in February 1996..
 CD1055
 CD1055.The orthometric height was scaled from a topographic map.
 CD1055
 CD1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1055
 CD1055.The geoid height was determined by GEOID03.
 CD1055
 CD1055;                    North         East     Units Scale Factor Converg.
 CD1055;SPC TX C     - 3,206,875.797   210,575.969   MT  0.99990970   -2 39 09.6
 CD1055;SPC TX C     -10,521,225.01    690,864.66   sFT  0.99990970   -2 39 09.6
 CD1055;UTM  13      - 3,477,426.734   454,046.287   MT  0.99962605   -0 15 07.8
 CD1055
 CD1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1055!SPC TX C     -   0.99977571  x   0.99990970  =   0.99968543
 CD1055!UTM  13      -   0.99977571  x   0.99962605  =   0.99940184
 CD1055
 CD1055:                Primary Azimuth Mark                     Grid Az
 CD1055:SPC TX C     -  MOSELEY                                  342 29 06.0
 CD1055:UTM  13      -  MOSELEY                                  340 05 04.2
 CD1055
 CD1055|---------------------------------------------------------------------|
 CD1055| PID    Reference Object                     Distance      Geod. Az  |
 CD1055|                                                           dddmmss.s |
 CD1055| CD1057 MOSELEY                             APPROX. 4.9 KM 3394956.4 |
 CD1055|---------------------------------------------------------------------|
 CD1055
 CD1055                          SUPERSEDED SURVEY CONTROL
 CD1055
 CD1055  NAD 83(1986)-  31 25 50.18827(N)    105 29 00.75555(W) AD(       ) 3
 CD1055  NAD 27      -  31 25 49.75274(N)    105 28 58.89890(W) AD(       ) 3
 CD1055
 CD1055.Superseded values are not recommended for survey control.
 CD1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1055.See file dsdata.txt to determine how the superseded data were derived.
 CD1055
 CD1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ5404677427(NAD 83)
 CD1055_MARKER: DD = SURVEY DISK
 CD1055_SETTING: 0 = UNSPECIFIED SETTING
 CD1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD1055
 CD1055  HISTORY     - Date     Condition        Report By
 CD1055  HISTORY     - 1945     MONUMENTED       USGS
 CD1055
 CD1055                          STATION DESCRIPTION
 CD1055
 CD1055'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CD1055'STATION LOCATED 17 MI. N. AND 8 MI. W. OF SIERRA BLANCA ON THE
 CD1055'CAVETT RANCH.  ABOUT 2 MI. S. OF JESS MOSELEY RANCH HOUSE ABOUT 0.25
 CD1055'MI. SW. FROM CATTLE GUARD AT ROAD TANGENTS N AND E, 40 FT. E. OF
 CD1055'RANCH ROAD.
 CD1055'
 CD1055'STATION MARK--STANDARD TABLET STAMPED -CAVETT 1945-, IN CONCRETE
 CD1055'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1422 ***********************************************************************
 DM1422  DESIGNATION -  CAVINESS
 DM1422  PID         -  DM1422
 DM1422  STATE/COUNTY-  TX/LAMAR
 DM1422  USGS QUAD   -  PAT MAYSE LAKE WEST (1980)
 DM1422
 DM1422                         *CURRENT SURVEY CONTROL
 DM1422  ___________________________________________________________________
 DM1422* NAD 83(1993)-  33 45 36.98613(N)    095 38 11.85965(W)     ADJUSTED  
 DM1422* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 DM1422  ___________________________________________________________________
 DM1422  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DM1422  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DM1422
 DM1422  HORZ ORDER  -  SECOND
 DM1422
 DM1422.The horizontal coordinates were established by classical geodetic methods
 DM1422.and adjusted by the National Geodetic Survey in February 1996..
 DM1422
 DM1422.The orthometric height was scaled from a topographic map.
 DM1422
 DM1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1422
 DM1422.The geoid height was determined by GEOID03.
 DM1422
 DM1422;                    North         East     Units Scale Factor Converg.
 DM1422;SPC TXNC     - 2,235,781.848   865,226.441   MT  0.99994895   +1 33 42.0
 DM1422;SPC TXNC     - 7,335,227.61  2,838,663.75   sFT  0.99994895   +1 33 42.0
 DM1422;UTM  15      - 3,738,699.957   255,798.083   MT  1.00033523   -1 27 57.4
 DM1422
 DM1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1422!SPC TXNC     -   0.99997636  x   0.99994895  =   0.99992531
 DM1422!UTM  15      -   0.99997636  x   1.00033523  =   1.00031158
 DM1422
 DM1422|---------------------------------------------------------------------|
 DM1422| PID    Reference Object                     Distance      Geod. Az  |
 DM1422|                                                           dddmmss.s |
 DM1422| DM1423 BM 11 S                              94.503 METERS 06935     |
 DM1422| DM1416 CAMP MAXEY WATER TANK               APPROX. 8.1 KM 0740935.9 |
 DM1422| DM1418 CAMP MAXEY STACK                    APPROX. 9.2 KM 0780715.0 |
 DM1422| CX9171 CAVINESS RM 1                        22.969 METERS 11515     |
 DM1422| DM1428 PARIS RADIO STA KFTV MAST           APPROX. 9.2 KM 1170651.0 |
 DM1422| DM1427 PARIS LAMAR CO ELEC COOP MAST       APPROX.12.0 KM 1413507.4 |
 DM1422| DM1432 PARIS MUNICIPAL STANDPIPE           APPROX.13.9 KM 1433932.5 |
 DM1422| DM1425 PARIS NW MUNICIPAL TANK             APPROX.12.7 KM 1462701.8 |
 DM1422| DM1430 PARIS RADIO STA KPLT MAST           APPROX.15.8 KM 1505603.7 |
 DM1422| DM1426 PARIS TEX P AND L CO RAD MAST       APPROX.13.2 KM 1512124.0 |
 DM1422| CX9170 CAVINESS AZ MK                                     2763902.3 |
 DM1422| CX9172 CAVINESS RM 2                        28.928 METERS 29057     |
 DM1422|---------------------------------------------------------------------|
 DM1422
 DM1422                          SUPERSEDED SURVEY CONTROL
 DM1422
 DM1422  NAD 83(1993)-  33 45 36.98701(N)    095 38 11.85856(W) AD(       ) 2
 DM1422  NAD 83(1986)-  33 45 36.99286(N)    095 38 11.84860(W) AD(       ) 2
 DM1422  NAD 27      -  33 45 36.62700(N)    095 38 10.98200(W) AD(       ) 2
 DM1422
 DM1422.Superseded values are not recommended for survey control.
 DM1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1422.See file dsdata.txt to determine how the superseded data were derived.
 DM1422
 DM1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5579838700(NAD 83)
 DM1422_MARKER: DS = TRIANGULATION STATION DISK
 DM1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1422
 DM1422  HISTORY     - Date     Condition        Report By
 DM1422  HISTORY     - 1951     MONUMENTED       CGS
 DM1422  HISTORY     - 1957     GOOD             CGS
 DM1422  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 DM1422
 DM1422                          STATION DESCRIPTION
 DM1422
 DM1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1422'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF PARIS,
 DM1422'1-1/2 MILES WEST OF THE SMALL VILLAGE OF CAVINESS AND 3/4 MILE
 DM1422'EAST OF THE SMALL VILLAGE OF EMERSON.  IT IS 105 FEET NORTH OF
 DM1422'THE NORTHEAST CORNER OF THE BARN, 70 FEET SOUTH OF THE CENTERLINE
 DM1422'OF A ROAD, 47 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 DM1422'CONCRETE WATER TANK, 42 FEET SOUTHWEST OF THE WEST GATE POST
 DM1422'AND 33 FEET SOUTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK IS SET
 DM1422'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CAVINESS 1951.
 DM1422'
 DM1422'REFERENCE MARK NO. 1 IS 105 FEET SOUTH OF THE CENTERLINE OF
 DM1422'A ROAD, 59 FEET SOUTH OF A CORNER POST AND 36 FEET NORTHEAST
 DM1422'OF THE NORTHEAST CORNER OF A TIN SHED.  THE MARK IS SET FLUSH
 DM1422'WITH THE GROUND AND THE DISK IS STAMPED CAVINESS NO 1 1951.
 DM1422'
 DM1422'REFERENCE MARK NO. 2 IS 110 FEET WEST OF A WEST GATE POST,
 DM1422'40 FEET SOUTH OF THE CENTERLINE OF A ROAD AND 1 FOOT SOUTH
 DM1422'OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES
 DM1422'AND THE DISK IS STAMPED CAVINESS NO 2 1951
 DM1422'
 DM1422'AZIMUTH MARK IS 40 FEET NORTH OF THE CENTERLINE OF A ROAD,
 DM1422'23 FEET EAST OF THE CENTERLINE OF A FARM DRIVE, 11 FEET EAST
 DM1422'OF A FENCE CORNER, 2 FEET EAST OF A WHITE WITNESS POST AND
 DM1422'1 FOOT SOUTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS
 DM1422'ABOUT 4 INCHES AND THE DISK IS STAMPED CAVINESS 1951.
 DM1422'
 DM1422'11 S 1946 (USGS) IS 46 FEET NORTH OF THE CENTERLINE OF A
 DM1422'T-INTERSECTION, 25 FEET WEST OF THE CENTERLINE OF AN OLD
 DM1422'ROAD, 13 FEET WEST OF A POWERLINE POLE AND 2 FEET SOUTH OF A
 DM1422'RIGHT-OF-WAY FENCELINE.  THE DISK IS SET IN A 4 X 4 CONCRETE
 DM1422'POST WHICH PROJECTS ABOUT 11 INCHES.  IT IS A STANDARD U.S.G.S.
 DM1422'BENCH MARK DISK AND IT IS STAMPED 11 S 1946.
 DM1422'
 DM1422'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1422'CAVINESS 1951 TO 11 S 1946 (USGS).  THE DISTANCE AS SHOWN
 DM1422'ABOVE.
 DM1422'
 DM1422'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 DM1422'IN PARIS, GO WESTERLY ON U.S. HIGHWAY 82 FOR 1.15 MILES TO ITS
 DM1422'JUNCTION WITH FARM ROAD 79.  TURN RIGHT AND GO NORTHWESTERLY
 DM1422'ON FARM ROAD 79 FOR 6.2 MILES TO A T-ROAD RIGHT AND SIGN
 DM1422'EMERSON.  TURN RIGHT AND GO NORTHERLY FOR 2.55 MILES TO A
 DM1422'T-INTERSECTION.  TURN LEFT AND GO 0.1 MILE TO STATION ON LEFT
 DM1422'BY BARNYARD GATE AS DESCRIBED.
 DM1422'
 DM1422'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.3
 DM1422'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 DM1422'
 DM1422'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DM1422
 DM1422                          STATION RECOVERY (1957)
 DM1422
 DM1422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1422'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1422'FOR PROCEEDING TO STATION SITE ARE CORRECT.  STATION IS ON
 DM1422'PROPERTY IN SOUTHWEST CORNER OF INTERSECTION OF F.M. 1499 AND
 DM1422'F.M. 1500.
 DM1422
 DM1422                          STATION RECOVERY (1995)
 DM1422
 DM1422'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2262 ***********************************************************************
 BY2262  DESIGNATION -  CAYUGA
 BY2262  PID         -  BY2262
 BY2262  STATE/COUNTY-  TX/ANDERSON
 BY2262  USGS QUAD   -  CAYUGA (1982)
 BY2262
 BY2262                         *CURRENT SURVEY CONTROL
 BY2262  ___________________________________________________________________
 BY2262* NAD 83(1993)-  31 57 16.46984(N)    095 58 15.76332(W)     ADJUSTED  
 BY2262* NAVD 88     -        95.490  (meters)     313.29   (feet)  ADJUSTED  
 BY2262  ___________________________________________________________________
 BY2262  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 BY2262  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BY2262  DYNAMIC HT  -          95.377 (meters)     312.92  (feet)  COMP
 BY2262  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 BY2262
 BY2262  HORZ ORDER  -  FIRST
 BY2262  VERT ORDER  -  SECOND    CLASS 0
 BY2262
 BY2262.The horizontal coordinates were established by classical geodetic methods
 BY2262.and adjusted by the National Geodetic Survey in February 1996..
 BY2262
 BY2262.The orthometric height was determined by differential leveling
 BY2262.and adjusted by the National Geodetic Survey in June 1991..
 BY2262
 BY2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2262
 BY2262.The geoid height was determined by GEOID03.
 BY2262
 BY2262.The dynamic height is computed by dividing the NAVD 88
 BY2262.geopotential number by the normal gravity value computed on the
 BY2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2262.degrees latitude (g = 980.6199 gals.).
 BY2262
 BY2262.The modeled gravity was interpolated from observed gravity values.
 BY2262
 BY2262;                    North         East     Units Scale Factor Converg.
 BY2262;SPC TX C     - 3,261,725.407 1,112,311.910   MT  1.00001991   +2 14 48.6
 BY2262;SPC TX C     -10,701,177.44  3,649,309.99   sFT  1.00001991   +2 14 48.6
 BY2262;SPC TXNC     - 2,034,805.440   839,076.500   MT  1.00005430   +1 22 45.4
 BY2262;SPC TXNC     - 6,675,857.51  2,752,870.15   sFT  1.00005430   +1 22 45.4
 BY2262;UTM  15      - 3,539,256.277   219,174.858   MT  1.00057271   -1 34 24.4
 BY2262;UTM  14      - 3,539,408.160   786,301.001   MT  1.00061102   +1 36 15.0
 BY2262
 BY2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2262!SPC TX C     -   0.99998904  x   1.00001991  =   1.00000895
 BY2262!SPC TXNC     -   0.99998904  x   1.00005430  =   1.00004334
 BY2262!UTM  15      -   0.99998904  x   1.00057271  =   1.00056174
 BY2262!UTM  14      -   0.99998904  x   1.00061102  =   1.00060005
 BY2262
 BY2262|---------------------------------------------------------------------|
 BY2262| PID    Reference Object                     Distance      Geod. Az  |
 BY2262|                                                           dddmmss.s |
 BY2262| BY2263 CAYUGA RM 1                          31.882 METERS 00855     |
 BY2262| BY2264 CAYUGA RM 2                          22.747 METERS 28742     |
 BY2262| BY2266 CAYUGA AZ MK                                       3003426.8 |
 BY2262|---------------------------------------------------------------------|
 BY2262
 BY2262                          SUPERSEDED SURVEY CONTROL
 BY2262
 BY2262  NAD 83(1986)-  31 57 16.47866(N)    095 58 15.74603(W) AD(       ) 1
 BY2262  NAD 27      -  31 57 15.89400(N)    095 58 14.87200(W) AD(       ) 1
 BY2262  NGVD 29 (??/??/92)   95.486  (m)          313.27   (f) ADJ UNCH    2 0
 BY2262
 BY2262.Superseded values are not recommended for survey control.
 BY2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2262.See file dsdata.txt to determine how the superseded data were derived.
 BY2262
 BY2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR1917539256(NAD 83)
 BY2262_MARKER: DS = TRIANGULATION STATION DISK
 BY2262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY2262_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY2262_STAMPING: CAYUGA 1946
 BY2262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2262
 BY2262  HISTORY     - Date     Condition        Report By
 BY2262  HISTORY     - 1946     MONUMENTED       CGS
 BY2262  HISTORY     - 1947     GOOD             NGS
 BY2262
 BY2262                          STATION DESCRIPTION
 BY2262
 BY2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BY2262'THE STATION IS AT THE EAST EDGE OF THE SMALL VILLAGE OF CAYUGA,
 BY2262'ALONG U.S. HIGHWAY NO. 287.  IT IS 95 FEET SOUTHEAST OF THE
 BY2262'SOUTHEAST CORNER OF A TIN SHED, 77 FEET NORTHEAST OF THE CENTER
 BY2262'OF U.S. HIGHWAY NO. 287, 23 FEET NORTHEAST OF A FENCE LINE,
 BY2262'15.5 FEET WEST OF A FENCE LINE, AND 4 FEET EAST OF A 4 X 4-INCH
 BY2262'WITNESS POST.  IT IS FLUSH WITH THE GROUND AND IS STAMPED
 BY2262'CAYUGA 1946.
 BY2262'
 BY2262'REFERENCE MARK NO. 1 IS 66 FEET EAST OF THE NORTHEAST CORNER
 BY2262'OF A TIN SHED AND 8 INCHES WEST OF A FENCE LINE.  IT PROJECTS
 BY2262'4 INCHES AND IS STAMPED CAYUGA NO 1 1946.
 BY2262'
 BY2262'REFERENCE MARK NO. 2 IS 40 FEET SOUTH OF THE SOUTHEAST CORNER
 BY2262'OF A TIN SHED AND 2 FEET NORTHEAST OF A FENCE CORNER.  IT
 BY2262'PROJECTS 4 INCHES AND IS STAMPED CAYUGA NO 2 1946.
 BY2262'
 BY2262'AZIMUTH MARK IS AT THE NORTH EDGE OF THE HIGHWAY RIGHT-OF-WAY,
 BY2262'0.05 MILE EAST-SOUTHEAST OF BARTONS GROCERY MARKET, 77 FEET
 BY2262'NORTHEAST OF THE CENTER OF U.S. HIGHWAY NO. 287, 19.5 FEET
 BY2262'NORTH OF A POWER LINE POLE, AND 18 INCHES WEST OF A T FENCE
 BY2262'INTERSECTION.  IT PROJECTS 5 INCHES AND IS STAMPED CAYUGA
 BY2262'1946.
 BY2262'
 BY2262'TO REACH THE STATION FROM BARTONS GROCERY MARKET IN CAYUGA,
 BY2262'GO EAST ON U.S. HIGHWAY NO. 287 FOR 0.25 MILE TO A WHITE
 BY2262'HOUSE ON THE LEFT, TURN LEFT THROUGH A GATE AT THE WEST SIDE
 BY2262'OF THE HOUSE AND DRIVE AROUND THE NORTH SIDE OF THE HOUSE AND
 BY2262'THEN SOUTH FOR ABOUT 300 FEET TO THE STATION.
 BY2262'
 BY2262'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-NORTHWEST
 BY2262'ON U.S. HIGHWAY NO. 287 FOR 0.3 MILE TO THE AZIMUTH MARK
 BY2262'ON THE RIGHT.
 BY2262'
 BY2262'A 64 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION YOUNG.
 BY2262'
 BY2262'A 64 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION HOUSE.
 BY2262'
 BY2262'A 64 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION WELL.
 BY2262'
 BY2262'A 50 FOOT TOWER WILL SEE A 113 FOOT LIGHT AT STATION CROSS.
 BY2262'
 BY2262'A 37 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION VANNOY 1935.
 BY2262
 BY2262                          STATION RECOVERY (1947)
 BY2262
 BY2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BY2262'0.2 MI E FROM CAYUGA.
 BY2262'0.2 MILE EAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT CAYUGA,
 BY2262'87 FEET EAST OF A TIN BUILDING, 75 FEET NORTH OF THE CENTER LINE OF
 BY2262'THE HIGHWAY, 24 FEET NORTH OF A WIRE FENCE, 2 FEET NORTH OF A 4X4
 BY2262'MARKER POST.  A BRONZE TRIANGULATION STATION DISK SET IN THE TOP OF A
 BY2262'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2266 ***********************************************************************
 BY2266  DESIGNATION -  CAYUGA AZ MK
 BY2266  PID         -  BY2266
 BY2266  STATE/COUNTY-  TX/ANDERSON
 BY2266  USGS QUAD   -  CAYUGA (1982)
 BY2266
 BY2266                         *CURRENT SURVEY CONTROL
 BY2266  ___________________________________________________________________
 BY2266* NAD 83(1986)-  31 57 28.     (N)    095 58 34.     (W)     SCALED    
 BY2266* NAVD 88     -        93.264  (meters)     305.98   (feet)  ADJUSTED  
 BY2266  ___________________________________________________________________
 BY2266  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BY2266  DYNAMIC HT  -          93.154 (meters)     305.62  (feet)  COMP
 BY2266  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 BY2266
 BY2266  VERT ORDER  -  SECOND    CLASS 0
 BY2266
 BY2266.The horizontal coordinates were scaled from a topographic map and have
 BY2266.an estimated accuracy of +/- 6 seconds.
 BY2266
 BY2266.The orthometric height was determined by differential leveling
 BY2266.and adjusted by the National Geodetic Survey in June 1991..
 BY2266
 BY2266.The geoid height was determined by GEOID03.
 BY2266
 BY2266.The dynamic height is computed by dividing the NAVD 88
 BY2266.geopotential number by the normal gravity value computed on the
 BY2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2266.degrees latitude (g = 980.6199 gals.).
 BY2266
 BY2266.The modeled gravity was interpolated from observed gravity values.
 BY2266
 BY2266;                    North         East    Units  Estimated Accuracy
 BY2266;SPC TX C     - 3,262,060.    1,111,820.      MT  (+/- 180 meters Scaled)
 BY2266
 BY2266                          SUPERSEDED SURVEY CONTROL
 BY2266
 BY2266  NGVD 29 (??/??/92)   93.262  (m)          305.98   (f) ADJ UNCH    2 0
 BY2266
 BY2266.Superseded values are not recommended for survey control.
 BY2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2266.See file dsdata.txt to determine how the superseded data were derived.
 BY2266
 BY2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR187396(NAD 83)
 BY2266_MARKER: DZ = AZIMUTH MARK DISK
 BY2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2266_STAMPING: CAYUGA 1946
 BY2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2266+STABILITY: SURFACE MOTION
 BY2266
 BY2266  HISTORY     - Date     Condition        Report By
 BY2266  HISTORY     - 1946     MONUMENTED       CGS
 BY2266  HISTORY     - 1947     GOOD             NGS
 BY2266
 BY2266                          STATION DESCRIPTION
 BY2266
 BY2266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2266'IN CAYUGA.
 BY2266'AT CAYUGA, 185 FEET WEST OF THE CENTER LINE OF A ROAD LEADING NORTH,
 BY2266'42 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 287, 30 FEET
 BY2266'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE, 3 FEET EAST OF A
 BY2266'4X4 MARKER POST, 1 FOOT SOUTH OF A FENCE CORNER.  A BRONZE AZIMUTH
 BY2266'MARK DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1366 ***********************************************************************
 BZ1366  DESIGNATION -  CAYUGA LONE STAR GAS CO WTR TK
 BZ1366  PID         -  BZ1366
 BZ1366  STATE/COUNTY-  TX/ANDERSON
 BZ1366  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ1366
 BZ1366                         *CURRENT SURVEY CONTROL
 BZ1366  ___________________________________________________________________
 BZ1366* NAD 83(1993)-  31 57 40.73346(N)    096 00 27.63149(W)     ADJUSTED  
 BZ1366* NAVD 88     -                                                        
 BZ1366  ___________________________________________________________________
 BZ1366  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 BZ1366  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BZ1366
 BZ1366  HORZ ORDER  -  THIRD
 BZ1366
 BZ1366.The horizontal coordinates were established by classical geodetic methods
 BZ1366.and adjusted by the National Geodetic Survey in February 1996..
 BZ1366
 BZ1366
 BZ1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1366
 BZ1366.The geoid height was determined by GEOID03.
 BZ1366
 BZ1366;                    North         East     Units Scale Factor Converg.
 BZ1366;SPC TX C     - 3,262,337.020 1,108,822.433   MT  1.00002188   +2 13 40.7
 BZ1366;SPC TX C     -10,703,184.04  3,637,861.60   sFT  1.00002188   +2 13 40.7
 BZ1366;SPC TXNC     - 2,035,469.872   835,596.577   MT  1.00005208   +1 21 33.5
 BZ1366;SPC TXNC     - 6,678,037.41  2,741,453.10   sFT  1.00005208   +1 21 33.5
 BZ1366;UTM  14      - 3,540,059.259   782,816.593   MT  1.00058656   +1 35 06.1
 BZ1366;UTM  15      - 3,540,099.525   215,731.951   MT  1.00059671   -1 35 35.4
 BZ1366
 BZ1366                          SUPERSEDED SURVEY CONTROL
 BZ1366
 BZ1366  NAD 83(1986)-  31 57 40.74238(N)    096 00 27.61433(W) AD(       ) 4
 BZ1366  NAD 27      -  31 57 40.16100(N)    096 00 26.73900(W) AD(       ) 3
 BZ1366
 BZ1366.Superseded values are not recommended for survey control.
 BZ1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1366.See file dsdata.txt to determine how the superseded data were derived.
 BZ1366
 BZ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA8281740059(NAD 83)
 BZ1366_MARKER: 53 = ELEVATED TANK
 BZ1366
 BZ1366  HISTORY     - Date     Condition        Report By
 BZ1366  HISTORY     - 1947     FIRST OBSERVED   CGS
 BZ1366
 BZ1366                          STATION DESCRIPTION
 BZ1366
 BZ1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 BZ1366'LOCATED ABOUT 2 MILES WEST-NORTHWEST OF CAYUGA, ABOUT 200
 BZ1366'FEET SOUTH OF U.S. HIGHWAY NO. 287 AND AT THE NORTHEAST EDGE
 BZ1366'OF THE LONE STAR GAS CO. HOUSING PROJECT.
 BZ1366'
 BZ1366'TANK PROPER IS CONSTRUCTED OF METAL AND IS SUPPORTED BY FOUR
 BZ1366'STEEL TRUSSWORK LEGS.  IT IS APPROXIMATELY 50 FEET HIGH.  POINT
 BZ1366'OBSERVED WAS THE BALL AT THE APEX OF THE TANK PROPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2263 ***********************************************************************
 BY2263  DESIGNATION -  CAYUGA RM 1
 BY2263  PID         -  BY2263
 BY2263  STATE/COUNTY-  TX/ANDERSON
 BY2263  USGS QUAD   -  CAYUGA (1982)
 BY2263
 BY2263                         *CURRENT SURVEY CONTROL
 BY2263  ___________________________________________________________________
 BY2263* NAD 83(1986)-  31 57 16.     (N)    095 58 15.     (W)     SCALED    
 BY2263* NAVD 88     -        95.751  (meters)     314.14   (feet)  ADJUSTED  
 BY2263  ___________________________________________________________________
 BY2263  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BY2263  DYNAMIC HT  -          95.639 (meters)     313.78  (feet)  COMP
 BY2263  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 BY2263
 BY2263  VERT ORDER  -  SECOND    CLASS 0
 BY2263
 BY2263.The horizontal coordinates were scaled from a topographic map and have
 BY2263.an estimated accuracy of +/- 6 seconds.
 BY2263
 BY2263.The orthometric height was determined by differential leveling
 BY2263.and adjusted by the National Geodetic Survey in June 1991..
 BY2263
 BY2263.The geoid height was determined by GEOID03.
 BY2263
 BY2263.The dynamic height is computed by dividing the NAVD 88
 BY2263.geopotential number by the normal gravity value computed on the
 BY2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2263.degrees latitude (g = 980.6199 gals.).
 BY2263
 BY2263.The modeled gravity was interpolated from observed gravity values.
 BY2263
 BY2263;                    North         East    Units  Estimated Accuracy
 BY2263;SPC TX C     - 3,261,710.    1,112,330.      MT  (+/- 180 meters Scaled)
 BY2263
 BY2263                          SUPERSEDED SURVEY CONTROL
 BY2263
 BY2263  NGVD 29 (??/??/92)   95.748  (m)          314.13   (f) ADJ UNCH    2 0
 BY2263
 BY2263.Superseded values are not recommended for survey control.
 BY2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2263.See file dsdata.txt to determine how the superseded data were derived.
 BY2263
 BY2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR191392(NAD 83)
 BY2263_MARKER: DR = REFERENCE MARK DISK
 BY2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2263_STAMPING: CAYUGA NO 1 1946
 BY2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2263+STABILITY: SURFACE MOTION
 BY2263
 BY2263  HISTORY     - Date     Condition        Report By
 BY2263  HISTORY     - 1946     MONUMENTED       CGS
 BY2263  HISTORY     - 1947     GOOD             NGS
 BY2263
 BY2263                          STATION DESCRIPTION
 BY2263
 BY2263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2263'0.2 MI E FROM CAYUGA.
 BY2263'0.2 MILE EAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT CAYUGA,
 BY2263'165 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A
 BY2263'WIRE FENCE.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 BY2263'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2264 ***********************************************************************
 BY2264  DESIGNATION -  CAYUGA RM 2
 BY2264  PID         -  BY2264
 BY2264  STATE/COUNTY-  TX/ANDERSON
 BY2264  USGS QUAD   -  CAYUGA (1982)
 BY2264
 BY2264                         *CURRENT SURVEY CONTROL
 BY2264  ___________________________________________________________________
 BY2264* NAD 83(1986)-  31 57 16.     (N)    095 58 15.     (W)     SCALED    
 BY2264* NAVD 88     -        95.779  (meters)     314.23   (feet)  ADJUSTED  
 BY2264  ___________________________________________________________________
 BY2264  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BY2264  DYNAMIC HT  -          95.666 (meters)     313.86  (feet)  COMP
 BY2264  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 BY2264
 BY2264  VERT ORDER  -  SECOND    CLASS 0
 BY2264
 BY2264.The horizontal coordinates were scaled from a topographic map and have
 BY2264.an estimated accuracy of +/- 6 seconds.
 BY2264
 BY2264.The orthometric height was determined by differential leveling
 BY2264.and adjusted by the National Geodetic Survey in June 1991..
 BY2264
 BY2264.The geoid height was determined by GEOID03.
 BY2264
 BY2264.The dynamic height is computed by dividing the NAVD 88
 BY2264.geopotential number by the normal gravity value computed on the
 BY2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2264.degrees latitude (g = 980.6199 gals.).
 BY2264
 BY2264.The modeled gravity was interpolated from observed gravity values.
 BY2264
 BY2264;                    North         East    Units  Estimated Accuracy
 BY2264;SPC TX C     - 3,261,710.    1,112,330.      MT  (+/- 180 meters Scaled)
 BY2264
 BY2264                          SUPERSEDED SURVEY CONTROL
 BY2264
 BY2264  NGVD 29 (??/??/92)   95.775  (m)          314.22   (f) ADJ UNCH    2 0
 BY2264
 BY2264.Superseded values are not recommended for survey control.
 BY2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2264.See file dsdata.txt to determine how the superseded data were derived.
 BY2264
 BY2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR191392(NAD 83)
 BY2264_MARKER: DR = REFERENCE MARK DISK
 BY2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2264_STAMPING: CAYUGA NO 2 1946
 BY2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2264+STABILITY: SURFACE MOTION
 BY2264
 BY2264  HISTORY     - Date     Condition        Report By
 BY2264  HISTORY     - 1946     MONUMENTED       CGS
 BY2264  HISTORY     - 1947     GOOD             NGS
 BY2264
 BY2264                          STATION DESCRIPTION
 BY2264
 BY2264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2264'0.2 MI E FROM CAYUGA.
 BY2264'0.2 MILE EAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT CAYUGA,
 BY2264'42 FEET SOUTH OF A TIN BUILDING, 41 FEET NORTH OF THE CENTER LINE OF
 BY2264'THE HIGHWAY, 1 FOOT NORTH OF A FENCE CORNER.  A BRONZE REFERENCE MARK
 BY2264'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0401 ***********************************************************************
 AH0401  DESIGNATION -  CB 10
 AH0401  PID         -  AH0401
 AH0401  STATE/COUNTY-  TX/NUECES
 AH0401  USGS QUAD   -  OSO CREEK NE (1975)
 AH0401
 AH0401                         *CURRENT SURVEY CONTROL
 AH0401  ___________________________________________________________________
 AH0401* NAD 83(1986)-  27 41 26.     (N)    097 16 05.     (W)     SCALED    
 AH0401* NAVD 88     -         4.789  (meters)      15.71   (feet)  ADJUSTED  
 AH0401  ___________________________________________________________________
 AH0401  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AH0401  DYNAMIC HT  -           4.782 (meters)      15.69  (feet)  COMP
 AH0401  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 AH0401
 AH0401  VERT ORDER  -  SECOND    CLASS 0
 AH0401
 AH0401.The horizontal coordinates were scaled from a topographic map and have
 AH0401.an estimated accuracy of +/- 6 seconds.
 AH0401
 AH0401.The orthometric height was determined by differential leveling
 AH0401.and adjusted by the National Geodetic Survey in June 1991..
 AH0401
 AH0401.The geoid height was determined by GEOID03.
 AH0401
 AH0401.The dynamic height is computed by dividing the NAVD 88
 AH0401.geopotential number by the normal gravity value computed on the
 AH0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0401.degrees latitude (g = 980.6199 gals.).
 AH0401
 AH0401.The modeled gravity was interpolated from observed gravity values.
 AH0401
 AH0401;                    North         East    Units  Estimated Accuracy
 AH0401;SPC TX S     - 5,224,830.      421,520.      MT  (+/- 180 meters Scaled)
 AH0401
 AH0401                          SUPERSEDED SURVEY CONTROL
 AH0401
 AH0401  NGVD 29 (??/??/92)    4.949  (m)           16.24   (f) ADJ UNCH    2 0
 AH0401
 AH0401.Superseded values are not recommended for survey control.
 AH0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0401.See file dsdata.txt to determine how the superseded data were derived.
 AH0401
 AH0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR707641(NAD 83)
 AH0401_MARKER: Z = SEE DESCRIPTION
 AH0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0401+STABILITY: SURFACE MOTION
 AH0401
 AH0401  HISTORY     - Date     Condition        Report By
 AH0401  HISTORY     - UNK      MONUMENTED       DOD
 AH0401  HISTORY     - 1949     GOOD             NGS
 AH0401  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0401  HISTORY     - 1985     GOOD             USPSQD
 AH0401  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0401  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0401
 AH0401                          STATION DESCRIPTION
 AH0401
 AH0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0401'IN CORPUS CHRISTI.
 AH0401'AT CORPUS CHRISTI NAVAL AIR STATION, NUECES COUNTY, 0.5 MILE NORTH
 AH0401'ALONG LEXINGTON BOULEVARD (STATE HIGHWAY 358) FROM THE SOUTH GATE, 220
 AH0401'FEET NORTH OF A WHITE CHURCH (BUILDING 117), 200 FEET SOUTHWEST OF
 AH0401'ANOTHER WHITE CHURCH, AND 50 FEET EAST OF THE CENTERLINE OF THE
 AH0401'BOULEVARD.  A BRASS PLUG, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AH0401'ABOUT 4 INCHES ABOVE GROUND.
 AH0401
 AH0401                          STATION RECOVERY (1984)
 AH0401
 AH0401'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0401'MARK NOT FOUND.
 AH0401
 AH0401                          STATION RECOVERY (1985)
 AH0401
 AH0401'RECOVERY NOTE BY US POWER SQUADRON 1985
 AH0401'IT WAS COVERED OVER BY 3' DIRT FOUND BY MEASURING FROM CB 9 AND
 AH0401'CENTERLINE OF BOULEVARD THEN UNCOVERED.
 AH0401
 AH0401                          STATION RECOVERY (1997)
 AH0401
 AH0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0401'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0401'DESTROYED.
 AH0401
 AH0401                          STATION RECOVERY (1997)
 AH0401
 AH0401'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0402 ***********************************************************************
 AH0402  DESIGNATION -  CB 11
 AH0402  PID         -  AH0402
 AH0402  STATE/COUNTY-  TX/NUECES
 AH0402  USGS QUAD   -  OSO CREEK NE (1975)
 AH0402
 AH0402                         *CURRENT SURVEY CONTROL
 AH0402  ___________________________________________________________________
 AH0402* NAD 83(1986)-  27 41 40.     (N)    097 16 06.     (W)     SCALED    
 AH0402* NAVD 88     -         4.861  (meters)      15.95   (feet)  ADJUSTED  
 AH0402  ___________________________________________________________________
 AH0402  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AH0402  DYNAMIC HT  -           4.854 (meters)      15.93  (feet)  COMP
 AH0402  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AH0402
 AH0402  VERT ORDER  -  FIRST     CLASS II
 AH0402
 AH0402.The horizontal coordinates were scaled from a topographic map and have
 AH0402.an estimated accuracy of +/- 6 seconds.
 AH0402
 AH0402.The orthometric height was determined by differential leveling
 AH0402.and adjusted by the National Geodetic Survey in December 1997..
 AH0402
 AH0402.The geoid height was determined by GEOID03.
 AH0402
 AH0402.The dynamic height is computed by dividing the NAVD 88
 AH0402.geopotential number by the normal gravity value computed on the
 AH0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0402.degrees latitude (g = 980.6199 gals.).
 AH0402
 AH0402.The modeled gravity was interpolated from observed gravity values.
 AH0402
 AH0402;                    North         East    Units  Estimated Accuracy
 AH0402;SPC TX S     - 5,225,260.      421,480.      MT  (+/- 180 meters Scaled)
 AH0402
 AH0402                          SUPERSEDED SURVEY CONTROL
 AH0402
 AH0402  NAVD 88 (06/15/91)    4.959  (m)           16.27   (f) UNKNOWN     1 2
 AH0402  NGVD 29 (??/??/92)    5.119  (m)           16.79   (f) ADJ UNCH    1 2
 AH0402
 AH0402.Superseded values are not recommended for survey control.
 AH0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0402.See file dsdata.txt to determine how the superseded data were derived.
 AH0402
 AH0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR707645(NAD 83)
 AH0402_MARKER: Z = SEE DESCRIPTION
 AH0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0402+STABILITY: SURFACE MOTION
 AH0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0402+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AH0402
 AH0402  HISTORY     - Date     Condition        Report By
 AH0402  HISTORY     - UNK      MONUMENTED       DOD
 AH0402  HISTORY     - 1949     GOOD             NGS
 AH0402  HISTORY     - 1984     GOOD             USPSQD
 AH0402  HISTORY     - 1985     GOOD             USPSQD
 AH0402  HISTORY     - 19970205 GOOD             NGS
 AH0402  HISTORY     - 19970726 GOOD             USPSQD
 AH0402
 AH0402                          STATION DESCRIPTION
 AH0402
 AH0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0402'IN CORPUS CHRISTI.
 AH0402'AT CORPUS CHRISTI NAVAL AIR STATION, NUECES COUNTY, 0.7 MILE NORTH
 AH0402'ALONG LEXINGTON BOULEVARD (STATE HIGHWAY 358) FROM THE SOUTH GATE, 125
 AH0402'FEET EAST OF THE TELEPHONE CENTER (BUILDING 371), 50 FEET SOUTHEAST OF
 AH0402'A WATER TANK, AND 50 FEET WEST OF THE BOULEVARD.  A BRASS PLUG, SET IN
 AH0402'THE TOP OF A CONCRETE POST.
 AH0402
 AH0402                          STATION RECOVERY (1984)
 AH0402
 AH0402'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0402'RECOVERED IN GOOD CONDITION.
 AH0402
 AH0402                          STATION RECOVERY (1985)
 AH0402
 AH0402'RECOVERY NOTE BY US POWER SQUADRON 1985
 AH0402'BUILDING 371, TELEPHONE CENTER IS NOW STATION LIBRARY BLDG. 5.
 AH0402
 AH0402                          STATION RECOVERY (1997)
 AH0402
 AH0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0402'IN CORPUS CHRISTI, AT THE NAVEL AIR STATION, AT THE INTERSECTION OF
 AH0402'LEXINGTON BOULEVARD AND D STREET, THE DATUM POINT IS A BRASS PLUG IN A
 AH0402'CONCRETE MONUMENT, 45.1 M (148.0 FT) SOUTH OF THE STREET CENTERLINE,
 AH0402'36.3 M (119.1 FT) EAST OF THE NORTHEAST CORNER OF A LIBRARY, 15.2 M
 AH0402'(49.9 FT) WEST OF THE BOULEVARD CENTERLINE, 1.7 M (5.6 FT) WEST OF THE
 AH0402'WEST EDGE OF A SIDEWALK, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AH0402'SURFACE.
 AH0402
 AH0402                          STATION RECOVERY (1997)
 AH0402
 AH0402'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0407 ***********************************************************************
 AH0407  DESIGNATION -  CB 2
 AH0407  PID         -  AH0407
 AH0407  STATE/COUNTY-  TX/NUECES
 AH0407  USGS QUAD   -  OSO CREEK NE (1975)
 AH0407
 AH0407                         *CURRENT SURVEY CONTROL
 AH0407  ___________________________________________________________________
 AH0407* NAD 83(1986)-  27 42 05.     (N)    097 16 55.     (W)     SCALED    
 AH0407* NAVD 88     -         4.283  (meters)      14.05   (feet)  ADJUSTED  
 AH0407  ___________________________________________________________________
 AH0407  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AH0407  DYNAMIC HT  -           4.276 (meters)      14.03  (feet)  COMP
 AH0407  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 AH0407
 AH0407  VERT ORDER  -  SECOND    CLASS 0
 AH0407
 AH0407.The horizontal coordinates were scaled from a topographic map and have
 AH0407.an estimated accuracy of +/- 6 seconds.
 AH0407
 AH0407.The orthometric height was determined by differential leveling
 AH0407.and adjusted by the National Geodetic Survey in June 1991..
 AH0407
 AH0407.The geoid height was determined by GEOID03.
 AH0407
 AH0407.The dynamic height is computed by dividing the NAVD 88
 AH0407.geopotential number by the normal gravity value computed on the
 AH0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0407.degrees latitude (g = 980.6199 gals.).
 AH0407
 AH0407.The modeled gravity was interpolated from observed gravity values.
 AH0407
 AH0407;                    North         East    Units  Estimated Accuracy
 AH0407;SPC TX S     - 5,226,020.      420,130.      MT  (+/- 180 meters Scaled)
 AH0407
 AH0407                          SUPERSEDED SURVEY CONTROL
 AH0407
 AH0407  NGVD 29 (??/??/92)    4.443  (m)           14.58   (f) ADJ UNCH    2 0
 AH0407
 AH0407.Superseded values are not recommended for survey control.
 AH0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0407.See file dsdata.txt to determine how the superseded data were derived.
 AH0407
 AH0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR694653(NAD 83)
 AH0407_MARKER: Z = SEE DESCRIPTION
 AH0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0407+STABILITY: SURFACE MOTION
 AH0407
 AH0407  HISTORY     - Date     Condition        Report By
 AH0407  HISTORY     - UNK      MONUMENTED       DOD
 AH0407  HISTORY     - 1949     GOOD             NGS
 AH0407  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0407  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0407  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0407
 AH0407                          STATION DESCRIPTION
 AH0407
 AH0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0407'IN CORPUS CHRISTI.
 AH0407'AT CORPUS CHRISTI NAVAL AIR STATION, NUECES COUNTY, 2.0 MILES NORTH OF
 AH0407'THE SOUTH ENTRANCE, 150 FEET NORTH OF THE CENTRAL FIRE STATION, 50
 AH0407'FEET SOUTH OF THE CENTERLINE OF OCEAN DRIVE, AND 5 FEET SOUTH OF A
 AH0407'SIDEWALK.  A BRASS PLUG, SET IN THE TOP OF A CONCRETE POST.
 AH0407
 AH0407                          STATION RECOVERY (1984)
 AH0407
 AH0407'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0407'MARK NOT FOUND.
 AH0407
 AH0407                          STATION RECOVERY (1997)
 AH0407
 AH0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0407'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0407'DESTROYED.
 AH0407
 AH0407                          STATION RECOVERY (1997)
 AH0407
 AH0407'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0405 ***********************************************************************
 AH0405  DESIGNATION -  CB 3
 AH0405  PID         -  AH0405
 AH0405  STATE/COUNTY-  TX/NUECES
 AH0405  USGS QUAD   -  OSO CREEK NE (1975)
 AH0405
 AH0405                         *CURRENT SURVEY CONTROL
 AH0405  ___________________________________________________________________
 AH0405* NAD 83(1986)-  27 41 59.     (N)    097 16 34.     (W)     SCALED    
 AH0405* NAVD 88     -         3.989  (meters)      13.09   (feet)  ADJUSTED  
 AH0405  ___________________________________________________________________
 AH0405  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AH0405  DYNAMIC HT  -           3.983 (meters)      13.07  (feet)  COMP
 AH0405  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AH0405
 AH0405  VERT ORDER  -  SECOND    CLASS 0
 AH0405
 AH0405.The horizontal coordinates were scaled from a topographic map and have
 AH0405.an estimated accuracy of +/- 6 seconds.
 AH0405
 AH0405.The orthometric height was determined by differential leveling
 AH0405.and adjusted by the National Geodetic Survey in June 1991..
 AH0405
 AH0405.The geoid height was determined by GEOID03.
 AH0405
 AH0405.The dynamic height is computed by dividing the NAVD 88
 AH0405.geopotential number by the normal gravity value computed on the
 AH0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0405.degrees latitude (g = 980.6199 gals.).
 AH0405
 AH0405.The modeled gravity was interpolated from observed gravity values.
 AH0405
 AH0405;                    North         East    Units  Estimated Accuracy
 AH0405;SPC TX S     - 5,225,840.      420,710.      MT  (+/- 180 meters Scaled)
 AH0405
 AH0405                          SUPERSEDED SURVEY CONTROL
 AH0405
 AH0405  NGVD 29 (??/??/92)    4.150  (m)           13.62   (f) ADJ UNCH    2 0
 AH0405
 AH0405.Superseded values are not recommended for survey control.
 AH0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0405.See file dsdata.txt to determine how the superseded data were derived.
 AH0405
 AH0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR699651(NAD 83)
 AH0405_MARKER: Z = SEE DESCRIPTION
 AH0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0405+STABILITY: SURFACE MOTION
 AH0405
 AH0405  HISTORY     - Date     Condition        Report By
 AH0405  HISTORY     - UNK      MONUMENTED       DOD
 AH0405  HISTORY     - 1949     MARK NOT FOUND   NGS
 AH0405  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0405  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0405  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0405
 AH0405                          STATION DESCRIPTION
 AH0405
 AH0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0405'IN CORPUS CHRISTI.
 AH0405'AT CORPUS CHRISTI NAVAL AIR STATION, NUECES COUNTY, 1.5 MILES NORTH OF
 AH0405'THE SOUTH GATE, 200 FEET SOUTH OF THE SOUTHWEST CORNER OF BUILDING 43,
 AH0405'AT THE INTERSECTION OF THIRD STREET AND DEAN AVENUE, 120 FEET EAST OF
 AH0405'THE CENTERLINE OF THIRD STREET, AND 45 FEET SOUTH OF THE CENTERLINE OF
 AH0405'DEAN AVENUE.  A BRASS PLUG, SET IN THE TOP OF A CONCRETE POST. NOTE--
 AH0405'IT WAS REPORTED IN 1949 THAT THIS MARK WAS APPARENTLY DESTROYED BY
 AH0405'DIGGING IN THE AREA.
 AH0405
 AH0405                          STATION RECOVERY (1984)
 AH0405
 AH0405'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0405'MARK NOT FOUND.
 AH0405
 AH0405                          STATION RECOVERY (1997)
 AH0405
 AH0405'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0405'MARK NOT FOUND.
 AH0405
 AH0405                          STATION RECOVERY (2001)
 AH0405
 AH0405'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0404 ***********************************************************************
 AH0404  DESIGNATION -  CB 4
 AH0404  PID         -  AH0404
 AH0404  STATE/COUNTY-  TX/NUECES
 AH0404  USGS QUAD   -  OSO CREEK NE (1975)
 AH0404
 AH0404                         *CURRENT SURVEY CONTROL
 AH0404  ___________________________________________________________________
 AH0404* NAD 83(1986)-  27 41 52.     (N)    097 16 02.     (W)     SCALED    
 AH0404* NAVD 88     -         4.935  (meters)      16.19   (feet)  ADJUSTED  
 AH0404  ___________________________________________________________________
 AH0404  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH0404  DYNAMIC HT  -           4.927 (meters)      16.16  (feet)  COMP
 AH0404  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 AH0404
 AH0404  VERT ORDER  -  FIRST     CLASS II
 AH0404
 AH0404.The horizontal coordinates were scaled from a topographic map and have
 AH0404.an estimated accuracy of +/- 6 seconds.
 AH0404
 AH0404.The orthometric height was determined by differential leveling
 AH0404.and adjusted by the National Geodetic Survey in December 1997..
 AH0404
 AH0404.The geoid height was determined by GEOID03.
 AH0404
 AH0404.The dynamic height is computed by dividing the NAVD 88
 AH0404.geopotential number by the normal gravity value computed on the
 AH0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0404.degrees latitude (g = 980.6199 gals.).
 AH0404
 AH0404.The modeled gravity was interpolated from observed gravity values.
 AH0404
 AH0404;                    North         East    Units  Estimated Accuracy
 AH0404;SPC TX S     - 5,225,630.      421,590.      MT  (+/- 180 meters Scaled)
 AH0404
 AH0404                          SUPERSEDED SURVEY CONTROL
 AH0404
 AH0404  NAVD 88 (06/15/91)    4.968  (m)           16.30   (f) UNKNOWN     1 2
 AH0404  NGVD 29 (??/??/92)    5.128  (m)           16.82   (f) ADJ UNCH    1 2
 AH0404
 AH0404.Superseded values are not recommended for survey control.
 AH0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0404.See file dsdata.txt to determine how the superseded data were derived.
 AH0404
 AH0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR708649(NAD 83)
 AH0404_MARKER: Z = SEE DESCRIPTION
 AH0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0404+STABILITY: SURFACE MOTION
 AH0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0404+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AH0404
 AH0404  HISTORY     - Date     Condition        Report By
 AH0404  HISTORY     - UNK      MONUMENTED       DOD
 AH0404  HISTORY     - 1949     GOOD             NGS
 AH0404  HISTORY     - 1984     GOOD             USPSQD
 AH0404  HISTORY     - 1985     GOOD             USPSQD
 AH0404  HISTORY     - 19970205 GOOD             NGS
 AH0404  HISTORY     - 19970726 GOOD             USPSQD
 AH0404
 AH0404                          STATION DESCRIPTION
 AH0404
 AH0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0404'IN CORPUS CHRISTI.
 AH0404'AT CORPUS CHRISTI NAVAL AIR STATION, NUECES COUNTY, 1.0 MILE NORTH
 AH0404'ALONG LEXINGTON BOULEVARD (STATE HIGHWAY 358) FROM THE SOUTH GATE, AT
 AH0404'THE NORTHWEST CORNER OF THE ADMINISTRATION-BUILDING GROUNDS, 210 FEET
 AH0404'NORTHWEST OF THE BUILDING, 120 FEET EAST OF THE CENTERLINE OF THE
 AH0404'BOULEVARD, AND 15 FEET WEST OF A PARKING AREA.  A BRASS PLUG, SET IN
 AH0404'THE TOP OF A CONCRETE POST.
 AH0404
 AH0404                          STATION RECOVERY (1984)
 AH0404
 AH0404'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0404'RECOVERED IN GOOD CONDITION.
 AH0404
 AH0404                          STATION RECOVERY (1985)
 AH0404
 AH0404'RECOVERY NOTE BY US POWER SQUADRON 1985
 AH0404'RECOVERED IN GOOD CONDITION.
 AH0404
 AH0404                          STATION RECOVERY (1997)
 AH0404
 AH0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0404'IN CORPUS CHRISTI, AT THE NAVEL AIR STATION, AT THE INTERSECTION OF
 AH0404'LEXINGTON BOULEVARD AND OCEAN DRIVE, THE DATUM POINT IS A BRASS PLUG
 AH0404'IN A CONCRETE MONUMENT, 36.6 M (120.1 FT) EAST OF THE BOULEVARD
 AH0404'CENTERLINE, 33.0 M (108.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 AH0404'BUILDING 250, 26.7 M (87.6 FT) SOUTH OF THE DRIVE CENTERLINE, 4.6 M
 AH0404'(15.1 FT) WEST OF THE WEST EDGE OF A PARKING LOT, 0.3 M (1.0 FT) ABOVE
 AH0404'THE LEVEL OF THE BOULEVARD, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AH0404'ABOVE THE GROUND SURFACE.
 AH0404
 AH0404                          STATION RECOVERY (1997)
 AH0404
 AH0404'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0400 ***********************************************************************
 AH0400  DESIGNATION -  CB 9
 AH0400  PID         -  AH0400
 AH0400  STATE/COUNTY-  TX/NUECES
 AH0400  USGS QUAD   -  OSO CREEK NE (1975)
 AH0400
 AH0400                         *CURRENT SURVEY CONTROL
 AH0400  ___________________________________________________________________
 AH0400* NAD 83(1986)-  27 41 08.     (N)    097 16 18.     (W)     SCALED    
 AH0400* NAVD 88     -         4.779  (meters)      15.68   (feet)  ADJUSTED  
 AH0400  ___________________________________________________________________
 AH0400  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AH0400  DYNAMIC HT  -           4.771 (meters)      15.65  (feet)  COMP
 AH0400  MODELED GRAV-     979,128.6   (mgal)                       NAVD 88
 AH0400
 AH0400  VERT ORDER  -  SECOND    CLASS 0
 AH0400
 AH0400.The horizontal coordinates were scaled from a topographic map and have
 AH0400.an estimated accuracy of +/- 6 seconds.
 AH0400
 AH0400.The orthometric height was determined by differential leveling
 AH0400.and adjusted by the National Geodetic Survey in June 1991..
 AH0400
 AH0400.The geoid height was determined by GEOID03.
 AH0400
 AH0400.The dynamic height is computed by dividing the NAVD 88
 AH0400.geopotential number by the normal gravity value computed on the
 AH0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0400.degrees latitude (g = 980.6199 gals.).
 AH0400
 AH0400.The modeled gravity was interpolated from observed gravity values.
 AH0400
 AH0400;                    North         East    Units  Estimated Accuracy
 AH0400;SPC TX S     - 5,224,270.      421,160.      MT  (+/- 180 meters Scaled)
 AH0400
 AH0400                          SUPERSEDED SURVEY CONTROL
 AH0400
 AH0400  NGVD 29 (??/??/92)    4.939  (m)           16.20   (f) ADJ UNCH    2 0
 AH0400
 AH0400.Superseded values are not recommended for survey control.
 AH0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0400.See file dsdata.txt to determine how the superseded data were derived.
 AH0400
 AH0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR704635(NAD 83)
 AH0400_MARKER: Z = SEE DESCRIPTION
 AH0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0400+STABILITY: SURFACE MOTION
 AH0400
 AH0400  HISTORY     - Date     Condition        Report By
 AH0400  HISTORY     - UNK      MONUMENTED       DOD
 AH0400  HISTORY     - 1949     GOOD             NGS
 AH0400  HISTORY     - 1984     GOOD             USPSQD
 AH0400  HISTORY     - 1985     GOOD             USPSQD
 AH0400  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0400  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0400
 AH0400                          STATION DESCRIPTION
 AH0400
 AH0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0400'IN CORPUS CHRISTI.
 AH0400'AT CORPUS CHRISTI NAVAL AIR STATION, NUECES COUNTY, 0.3 MILE NORTH
 AH0400'ALONG LEXINGTON BOULEVARD (STATE HIGHWAY 358) FROM THE SOUTH GATE, IN
 AH0400'A GRASS PLOT, 150 FEET SOUTH OF NINTH STREET, 80 FEET EAST OF A
 AH0400'SERVICE STATION, AND 5 FEET WEST OF THE WEST CURB OF THE BOULEVARD. A
 AH0400'BRASS PLUG, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 AH0400'INCHES ABOVE GROUND.
 AH0400
 AH0400                          STATION RECOVERY (1984)
 AH0400
 AH0400'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0400'RECOVERED IN GOOD CONDITION.
 AH0400
 AH0400                          STATION RECOVERY (1985)
 AH0400
 AH0400'RECOVERY NOTE BY US POWER SQUADRON 1985
 AH0400'RECOVERED IN GOOD CONDITION.
 AH0400
 AH0400                          STATION RECOVERY (1997)
 AH0400
 AH0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0400'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0400'DESTROYED.
 AH0400
 AH0400                          STATION RECOVERY (1997)
 AH0400
 AH0400'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0022 ***********************************************************************
 GK0022  DESIGNATION -  CC 138
 GK0022  PID         -  GK0022
 GK0022  STATE/COUNTY-  TX/HEMPHILL
 GK0022  USGS QUAD   -  COBURN (1972)
 GK0022
 GK0022                         *CURRENT SURVEY CONTROL
 GK0022  ___________________________________________________________________
 GK0022* NAD 83(1986)-  36 02 14.     (N)    100 13 00.     (W)     SCALED    
 GK0022* NAVD 88     -       818.319  (meters)    2684.77   (feet)  ADJUSTED  
 GK0022  ___________________________________________________________________
 GK0022  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 GK0022  DYNAMIC HT  -         817.448 (meters)    2681.91  (feet)  COMP
 GK0022  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 GK0022
 GK0022  VERT ORDER  -  FIRST     CLASS II
 GK0022
 GK0022.The horizontal coordinates were scaled from a topographic map and have
 GK0022.an estimated accuracy of +/- 6 seconds.
 GK0022
 GK0022.The orthometric height was determined by differential leveling
 GK0022.and adjusted by the National Geodetic Survey in June 1991..
 GK0022
 GK0022.The geoid height was determined by GEOID03.
 GK0022
 GK0022.The dynamic height is computed by dividing the NAVD 88
 GK0022.geopotential number by the normal gravity value computed on the
 GK0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0022.degrees latitude (g = 980.6199 gals.).
 GK0022
 GK0022.The modeled gravity was interpolated from observed gravity values.
 GK0022
 GK0022;                    North         East    Units  Estimated Accuracy
 GK0022;SPC TX N     - 1,226,760.      315,650.      MT  (+/- 180 meters Scaled)
 GK0022
 GK0022                          SUPERSEDED SURVEY CONTROL
 GK0022
 GK0022  NGVD 29 (??/??/92)  817.963  (m)         2683.60   (f) ADJ UNCH    1 2
 GK0022
 GK0022.Superseded values are not recommended for survey control.
 GK0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0022.See file dsdata.txt to determine how the superseded data were derived.
 GK0022
 GK0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE903887(NAD 83)
 GK0022_MARKER: DB = BENCH MARK DISK
 GK0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0022_STAMPING: CC-138 1934
 GK0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0022+STABILITY: SURFACE MOTION
 GK0022
 GK0022  HISTORY     - Date     Condition        Report By
 GK0022  HISTORY     - 1934     MONUMENTED       CGS
 GK0022
 GK0022                          STATION DESCRIPTION
 GK0022
 GK0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0022'3.3 MI NE FROM GLAZIER.
 GK0022'3.3 MILES NORTHEAST OF AT AND SF DEPOT, AT GLAZIER 290 FEET NORTHEAST
 GK0022'OF MILE POST 441.  89 FEET NORTH OF THE CENTERLINE OF ATCHISON TOPEKA
 GK0022'AND SANTA FE RAILROAD.  11 FEET SOUTH OF RAILROAD RIGHT-OF-WAY FENCE
 GK0022'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1612 ***********************************************************************
 AH1612  DESIGNATION -  CC 17
 AH1612  PID         -  AH1612
 AH1612  STATE/COUNTY-  TX/NUECES
 AH1612  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1612
 AH1612                         *CURRENT SURVEY CONTROL
 AH1612  ___________________________________________________________________
 AH1612* NAD 83(1993)-  27 49 10.93682(N)    097 27 59.84607(W)     ADJUSTED  
 AH1612* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 AH1612  ___________________________________________________________________
 AH1612  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AH1612  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1612
 AH1612  HORZ ORDER  -  SECOND
 AH1612
 AH1612.The horizontal coordinates were established by classical geodetic methods
 AH1612.and adjusted by the National Geodetic Survey in February 1996..
 AH1612
 AH1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1612
 AH1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1612
 AH1612.The geoid height was determined by GEOID03.
 AH1612
 AH1612;                    North         East     Units Scale Factor Converg.
 AH1612;SPC TX S     - 5,238,963.762   401,811.992   MT  0.99999658   +0 28 09.0
 AH1612;SPC TX S     -17,188,166.94  1,318,278.18   sFT  0.99999658   +0 28 09.0
 AH1612;UTM  14      - 3,078,173.682   651,025.844   MT  0.99988153   +0 42 56.7
 AH1612
 AH1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1612!SPC TX S     -   1.00000363  x   0.99999658  =   1.00000021
 AH1612!UTM  14      -   1.00000363  x   0.99988153  =   0.99988516
 AH1612
 AH1612|---------------------------------------------------------------------|
 AH1612| PID    Reference Object                     Distance      Geod. Az  |
 AH1612|                                                           dddmmss.s |
 AH1612| CS4312 CC 17 RM 1                           10.979 METERS 05426     |
 AH1612| AH1366 CORPUS CHRISTI AMER SMELT TK        APPROX. 0.9 KM 1570030.5 |
 AH1612| AH1369 CORPUS CHRISTI AMER SMELT STK       APPROX. 0.6 KM 1754834.8 |
 AH1612| AH1668 TULE LAKE CHAN RNG F REAR LT        APPROX. 0.9 KM 2323416.9 |
 AH1612| AH1665 TULE LAKE CHAN RNG B FRONT LT       APPROX. 1.6 KM 2721735.3 |
 AH1612| AH1666 TULE LAKE CHAN RNG B REAR LT        APPROX. 2.2 KM 2750632.6 |
 AH1612| AH1613 CC 17 AZ MK                         APPROX. 0.7 KM 2832101.5 |
 AH1612| CS4313 CC 17 RM 2                            8.260 METERS 31521     |
 AH1612|---------------------------------------------------------------------|
 AH1612
 AH1612                          SUPERSEDED SURVEY CONTROL
 AH1612
 AH1612  NAD 83(1986)-  27 49 10.94140(N)    097 27 59.82538(W) AD(       ) 2
 AH1612  NGVD 29 (06/28/90)    3.7    (m)           12.     (f) VERT ANG       
 AH1612
 AH1612.Superseded values are not recommended for survey control.
 AH1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1612.See file dsdata.txt to determine how the superseded data were derived.
 AH1612
 AH1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5102678174(NAD 83)
 AH1612_MARKER: DD = SURVEY DISK
 AH1612_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH1612_SP_SET: METAL PIPE IMBEDDED IN GROUND
 AH1612_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH1612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1612
 AH1612  HISTORY     - Date     Condition        Report By
 AH1612  HISTORY     - 1985     MONUMENTED       USE
 AH1612
 AH1612                          STATION DESCRIPTION
 AH1612
 AH1612'DESCRIBED BY US ENGINEERS 1985 (VDN)
 AH1612'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MI)
 AH1612'WEST OF THE NORTH END OF A DRAW BRIDGE ON NAVIGATION BOULEVARD, 0.2
 AH1612'KM (0.1 MI) NORTH FROM THE SOUTH SHORE OF AN ISLAND AND ON THE
 AH1612'WESTERN END OF THE ISLAND WHICH FOLLOWS THE NORTHERN EDGE OF CORPUS
 AH1612'CHRISTI IN NUECES BAY.
 AH1612'OWNERSHIP--CORPUS CHRISTI PORT AUTHORITY, PERMISSION BY MR DAVID
 AH1612'HAJEK, POST OFFICE BOX 1541, CORPUS CHRISTI TX 78403, PHONE
 AH1612'512-883-1162.
 AH1612'
 AH1612'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 37 AND
 AH1612'STATE HIGHWAY 358 IN CORPUS CHRISTI, GO SOUTHEAST ON INTERSTATE
 AH1612'HIGHWAY 37 FOR 0.8 KM (0.5 MI) TO EXIT OF NAVIGATION BOULEVARD.
 AH1612'EXIT THEN GO NORTH ON NAVIGATION BOULEVARD FOR 1.6 KM (1.0 MI) TO A
 AH1612'DRAW BRIDGE. CONTINUE ACROSS BRIDGE FOR 0.3 KM (0.2 MI) TO ROAD
 AH1612'LEFT JUST AFTER RAILROAD CROSSING. TURN LEFT, WEST FOR 0.3 KM (0.2
 AH1612'MI) TO THE PORT AUTHORITY MAINTENANCE BUILDING ON THE RIGHT.
 AH1612'CONTINUE WEST  ON UNPAVED ROAD FOR 0.6 KM (0.35 MI) TO A FORK. KEEP
 AH1612'LEFT FORK AND CONTINUE WEST FOR 0.3 KM (0.2 MI) TO A FORK AT A
 AH1612'YELLOW WOODEN POST. BEAR RIGHT, NORTHWEST FOR ABOUT 100 METERS (328
 AH1612'FT) TO STATION AT HIGH GROUND ON LEFT.
 AH1612'
 AH1612'THE STATION IS A STANDARD USE DISK
 AH1612'STAMPED---CC 17 76---,
 AH1612'SET INTO THE TOP OF A METAL PIPE IMBEDDED IN THE GROUND. LOCATED
 AH1612'106.4 METERS (349 FT) WEST-NORTHWEST FROM A YELLOW WOODEN POST,
 AH1612'101.5 METERS (333 FT) NORTHEAST FROM THE LAST LIGHT POLE BETWEEN
 AH1612'THE RAILROAD AND THE SHIPPING LANE,
 AH1612'73.2 METERS (240 FT) NORTH FROM THE NORTHERN MOST RAIL OF THREE
 AH1612'SETS OF RAILS,
 AH1612'2.3 METERS (7.6 FT) NORTH FROM A 2 METER DROPOFF AND
 AH1612'0.5 METER (1.6 FT) SOUTH FROM A METAL WITNESS POST.
 AH1612'
 AH1612'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AH1612'STAMPED---CC 17 USE NO 1 1985---,
 AH1612'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1612'30 CM IN DIAMETER PROJECTING 3 CM ABOVE GROUND.  LOCATED
 AH1612'112.5 METERS (369 FT) NORTHEAST FROM THE LAST LIGHT POLE BETWEEN
 AH1612'THE RAILROAD AND SHIPPING LANE,
 AH1612'105.2 METERS (345 FT) NORTHWEST FROM A YELLOW WOODEN POST,
 AH1612'11.1 METERS (36.3 FT) NORTH FROM A 2 METER DROPOFF AND
 AH1612'10.7 METERS (35.0 FT) NORTHEAST FROM A METAL WITNESS POST.
 AH1612'MARK IS 0.2 METER ABOVE THE STATION.
 AH1612'
 AH1612'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AH1612'STAMPED---CC 17 USE NO 2 1985---,
 AH1612'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1612'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 AH1612'114.3 METERS (375 FT) WEST-NORTHWEST FROM A YELLOW WOODEN POST,
 AH1612'101.5 METERS (333 FT) NORTH-NORTHEAST FROM THE LAST LIGHT POLE
 AH1612'BETWEEN THE RAILROAD TRACKS AND THE SHIPPING LANE,
 AH1612'8.0 METERS (26.4 FT) WEST-NORTHWEST FROM A METAL WITNESS POST AND
 AH1612'5.5 METERS (18.1 FT) NORTH FROM A 2 METER DROPOFF.
 AH1612'MARK IS LEVEL WITH THE STATION.
 AH1612'
 AH1612'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 AH1612'STAMPED---CC 17 USE 1985---,
 AH1612'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1612'30 CM IN DIAMETER PROJECTING 7 CM ABOVE GROUND.  LOCATED
 AH1612'32.6 METERS (107 FT) SOUTHWEST FROM A WELLHEAD,
 AH1612'3.7 METERS (12 FT) EAST-SOUTHEAST FROM THE CENTER OF THE DRIVE AND
 AH1612'GATE AND
 AH1612'0.3 METER (1.0 FT) SOUTH FROM A WITNESS POST IN A FENCE.
 AH1612'TO REACH THE AZIMUTH FROM THE STATION,
 AH1612'GO SOUTHEAST FOR 100 METERS (328 FT) ON TO THE YELLOW WOODEN POST,
 AH1612'THEN TURN RIGHT AND GO WESTERLY FOR 0.7 KM (0.45 MI) CROSSING A
 AH1612'SLURRY PIPE THEN THROUGH A PIPE GATE ON LEVY TO A DRIVE RIGHT. TURN
 AH1612'RIGHT, NORTH FOR 0.2 KM (0.1 MI) CROSSING CONCRETE BRIDGE TO A GATE
 AH1612'AND THE AZIMUTH MARK ON RIGHT.
 AH1612'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1612'STAMPED---CC 17 USE 1985---,
 AH1612'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AH1612'
 AH1612'HEIGHT OF LIGHT SHOWN WAS 2.8 METERS ABOVE THE MARK.
 AH1612'
 AH1612'AN EDM TIE WAS MADE TO THE CC 17 USE AZ MK.
 AH1612'
 AH1612'DESCRIBED BY C. E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1613 ***********************************************************************
 AH1613  DESIGNATION -  CC 17 AZ MK
 AH1613  PID         -  AH1613
 AH1613  STATE/COUNTY-  TX/NUECES
 AH1613  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1613
 AH1613                         *CURRENT SURVEY CONTROL
 AH1613  ___________________________________________________________________
 AH1613* NAD 83(1993)-  27 49 15.83130(N)    097 28 23.04592(W)     ADJUSTED  
 AH1613* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 AH1613  ___________________________________________________________________
 AH1613  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AH1613  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1613
 AH1613  HORZ ORDER  -  SECOND
 AH1613
 AH1613.The horizontal coordinates were established by classical geodetic methods
 AH1613.and adjusted by the National Geodetic Survey in February 1996..
 AH1613
 AH1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1613
 AH1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1613
 AH1613.The geoid height was determined by GEOID03.
 AH1613
 AH1613;                    North         East     Units Scale Factor Converg.
 AH1613;SPC TX S     - 5,239,109.237   401,175.854   MT  0.99999692   +0 27 58.4
 AH1613;SPC TX S     -17,188,644.22  1,316,191.11   sFT  0.99999692   +0 27 58.4
 AH1613;UTM  14      - 3,078,316.402   650,389.160   MT  0.99987916   +0 42 46.0
 AH1613
 AH1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1613!SPC TX S     -   1.00000344  x   0.99999692  =   1.00000036
 AH1613!UTM  14      -   1.00000344  x   0.99987916  =   0.99988260
 AH1613
 AH1613                          SUPERSEDED SURVEY CONTROL
 AH1613
 AH1613  NAD 83(1986)-  27 49 15.83629(N)    097 28 23.02508(W) AD(       ) 2
 AH1613  NGVD 29 (06/28/90)    5.     (m)           16.     (f) VERT ANG       
 AH1613
 AH1613.Superseded values are not recommended for survey control.
 AH1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1613.See file dsdata.txt to determine how the superseded data were derived.
 AH1613
 AH1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5038978316(NAD 83)
 AH1613_MARKER: DZ = AZIMUTH MARK DISK
 AH1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1613_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1613+STABILITY: SURFACE MOTION
 AH1613
 AH1613  HISTORY     - Date     Condition        Report By
 AH1613  HISTORY     - 1985     MONUMENTED       NGS
 AH1613
 AH1613                          STATION DESCRIPTION
 AH1613
 AH1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1613'THE STATION IS LOCATED ABOUT 2.2 KM (1.4 MI)
 AH1613'WEST OF THE NORTH END OF A DRAW BRIDGE ON NAVIGATION BOULEVARD, 0.2
 AH1613'KM (0.1 MI NORTH FROM THE SOUTH SHORE OF AN ISLAND AND ON THE
 AH1613'WESTERN END OF THE ISLAND WHICH FOLLOWS THE NORTHERN EDGE OF CORPUS
 AH1613'CHRISTI IN NUECES BAY.
 AH1613'OWNERSHIP--CORPUS CHRISTI PORT AUTHORITY, PERMISSION BY MR DAVID
 AH1613'HAJEK, POST OFFICE BOX 1541, CORPUS CHRISTI TX 78403, PHONE
 AH1613'512-883-1162.
 AH1613'
 AH1613'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 37 AND
 AH1613'STATE HIGHWAY 358 IN CORPUS CHRISTI, GO SOUTHEAST ON INTERSTATE
 AH1613'HIGHWAY 37 FOR 0.8 KM (0.5 MI) TO EXIT OF NAVIGATION BOULEVARD.
 AH1613'EXIT THEN GO NORTH ON NAVIGATION BOULEVARD FOR 1.6 KM (1.0 MI) TO A
 AH1613'DRAW BRIDGE. CONTINUE ACROSS BRIDGE FOR 0.3 KM (0.2 MI) TO ROAD
 AH1613'LEFT JUST AFTER RAILROAD CROSSING. TURN LEFT, WEST FOR 0.3 KM (0.2
 AH1613'MI) TO THE PORT AUTHORITY MAINTENANCE BUILDING ON THE RIGHT.
 AH1613'CONTINUE WEST ON UNPAVED ROAD FOR 0.6 KM (0.35 MI) TO A FORK. KEEP
 AH1613'LEFT FORK AND CONTINUE WEST FOR 0.3 KM (0.2 MI) TO A FORK AT A
 AH1613'YELLOW WOODEN POST AND STATION CC 17 USE TO THE NORTHWEST ABOUT 100
 AH1613'METERS (328 FT) ON HIGH GROUND. CONTINUE WESTERLY FOR 0.7 KM (0.45
 AH1613'MI) CROSSING A SLURRY PIPE THEN THROUGH A PIPE GATE ON LEVY TO A
 AH1613'DRIVE RIGHT. TURN RIGHT, NORTH FOR 0.2 KM (0.1 MI) CROSSING
 AH1613'CONCRETE BRIDGE TO A GATE AND THE STATION ON THE RIGHT.
 AH1613'
 AH1613'THE STATION IS A STANDARD NGS DISK
 AH1613'STAMPED---CC 17 USE 1985---,
 AH1613'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1613'30 CM IN DIAMETER PROJECTING 7 CM ABOVE GROUND.  LOCATED
 AH1613'32.6 METERS (107 FT) SOUTHWEST FROM A WELLHEAD,
 AH1613'3.7 METERS (12 FT) EAST-SOUTHEAST FROM THE CENTER OF THE DRIVE AND
 AH1613'GATE AND
 AH1613'0.3 METER (1.0 FT) SOUTH FROM A WITNESS POST IN A FENCE.
 AH1613'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1613'STAMPED---CC 17 USE 1985---,
 AH1613'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AH1613'
 AH1613'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 AH1613'
 AH1613'AN EDM TIE WAS MADE TO STATION CC 17 USE.
 AH1613'
 AH1613'DESCRIBED BY C. E. GOEGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1819 ***********************************************************************
 AW1819  DESIGNATION -  CC 25
 AW1819  PID         -  AW1819
 AW1819  STATE/COUNTY-  TX/HARRIS
 AW1819  USGS QUAD   -  CYPRESS (1995)
 AW1819
 AW1819                         *CURRENT SURVEY CONTROL
 AW1819  ___________________________________________________________________
 AW1819* NAD 83(1986)-  29 57 20.     (N)    095 40 42.     (W)     SCALED    
 AW1819* NAVD 88     -        43.890  (meters)     144.00   (feet)  ADJUSTED  
 AW1819  ___________________________________________________________________
 AW1819  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW1819  DYNAMIC HT  -          43.831 (meters)     143.80  (feet)  COMP
 AW1819  MODELED GRAV-     979,286.7   (mgal)                       NAVD 88
 AW1819
 AW1819  VERT ORDER  -  FIRST     CLASS II
 AW1819
 AW1819.The horizontal coordinates were scaled from a topographic map and have
 AW1819.an estimated accuracy of +/- 6 seconds.
 AW1819
 AW1819.The orthometric height was determined by differential leveling
 AW1819.and adjusted by the National Geodetic Survey in June 1991..
 AW1819
 AW1819.The geoid height was determined by GEOID03.
 AW1819
 AW1819.The dynamic height is computed by dividing the NAVD 88
 AW1819.geopotential number by the normal gravity value computed on the
 AW1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1819.degrees latitude (g = 980.6199 gals.).
 AW1819
 AW1819.The modeled gravity was interpolated from observed gravity values.
 AW1819
 AW1819;                    North         East    Units  Estimated Accuracy
 AW1819;SPC TXSC     - 4,239,760.      920,570.      MT  (+/- 180 meters Scaled)
 AW1819
 AW1819                          SUPERSEDED SURVEY CONTROL
 AW1819
 AW1819  NGVD 29 (12/23/87)   43.884  (m)          143.98   (f) ADJUSTED    1 2
 AW1819
 AW1819.Superseded values are not recommended for survey control.
 AW1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1819.See file dsdata.txt to determine how the superseded data were derived.
 AW1819
 AW1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP415168(NAD 83)
 AW1819_MARKER: DD = SURVEY DISK
 AW1819_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1819_SP_SET: BRIDGE CURB
 AW1819_STAMPING: CC 25 73
 AW1819_MARK LOGO: USE   
 AW1819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1819
 AW1819  HISTORY     - Date     Condition        Report By
 AW1819  HISTORY     - UNK      MONUMENTED       USE
 AW1819  HISTORY     - 1973     GOOD             NGS
 AW1819  HISTORY     - 1978     GOOD             NGS
 AW1819  HISTORY     - 1986     GOOD             NGS
 AW1819  HISTORY     - 1987     GOOD             USPSQD
 AW1819  HISTORY     - 1990     GOOD             USPSQD
 AW1819  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW1819
 AW1819                          STATION DESCRIPTION
 AW1819
 AW1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1819'1.3 MI SE FROM CYPRESS.
 AW1819'ABOUT 1.3 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1819'CYPRESS, AT THE SOUTHEAST END OF A CONCRETE HIGHWAY BRIDGE OVER THE
 AW1819'HIGHWAY, 14 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 AW1819'LANE OF THE HIGHWAY, 0.7 FOOT NORTHEAST OF THE SOUTHEAST END OF A
 AW1819'STEEL BANNISTER, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 AW1819'CONCRETE WALKWAY, AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 AW1819
 AW1819                          STATION RECOVERY (1978)
 AW1819
 AW1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1819'RECOVERED IN GOOD CONDITION.
 AW1819
 AW1819                          STATION RECOVERY (1986)
 AW1819
 AW1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1819'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.3 KM (1.45
 AW1819'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 AW1819'SPRING-CYPRESS ROAD IN CYPRESS.
 AW1819
 AW1819                          STATION RECOVERY (1987)
 AW1819
 AW1819'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1819'RECOVERED IN GOOD CONDITION.
 AW1819
 AW1819                          STATION RECOVERY (1990)
 AW1819
 AW1819'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1819'RECOVERED IN GOOD CONDITION.
 AW1819
 AW1819                          STATION RECOVERY (1991)
 AW1819
 AW1819'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW1819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0220 ***********************************************************************
 FL0220  DESIGNATION -  CC 378
 FL0220  PID         -  FL0220
 FL0220  STATE/COUNTY-  TX/WHEELER
 FL0220  USGS QUAD   -  WHEELER SE (1976)
 FL0220
 FL0220                         *CURRENT SURVEY CONTROL
 FL0220  ___________________________________________________________________
 FL0220* NAD 83(1986)-  35 20 37.     (N)    100 20 33.     (W)     SCALED    
 FL0220* NAVD 88     -       711.016  (meters)    2332.72   (feet)  ADJUSTED  
 FL0220  ___________________________________________________________________
 FL0220  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0220  DYNAMIC HT  -         710.268 (meters)    2330.27  (feet)  COMP
 FL0220  MODELED GRAV-     979,558.9   (mgal)                       NAVD 88
 FL0220
 FL0220  VERT ORDER  -  SECOND    CLASS 0
 FL0220
 FL0220.The horizontal coordinates were scaled from a topographic map and have
 FL0220.an estimated accuracy of +/- 6 seconds.
 FL0220
 FL0220.The orthometric height was determined by differential leveling
 FL0220.and adjusted by the National Geodetic Survey in June 1991..
 FL0220
 FL0220.The geoid height was determined by GEOID03.
 FL0220
 FL0220.The dynamic height is computed by dividing the NAVD 88
 FL0220.geopotential number by the normal gravity value computed on the
 FL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0220.degrees latitude (g = 980.6199 gals.).
 FL0220
 FL0220.The modeled gravity was interpolated from observed gravity values.
 FL0220
 FL0220;                    North         East    Units  Estimated Accuracy
 FL0220;SPC TX N     - 1,149,670.      305,210.      MT  (+/- 180 meters Scaled)
 FL0220
 FL0220                          SUPERSEDED SURVEY CONTROL
 FL0220
 FL0220  NGVD 29 (??/??/92)  710.695  (m)         2331.67   (f) ADJ UNCH    2 0
 FL0220
 FL0220.Superseded values are not recommended for survey control.
 FL0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0220.See file dsdata.txt to determine how the superseded data were derived.
 FL0220
 FL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE780119(NAD 83)
 FL0220_MARKER: DB = BENCH MARK DISK
 FL0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0220_STAMPING: CC 378 1943
 FL0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0220+STABILITY: SURFACE MOTION
 FL0220
 FL0220  HISTORY     - Date     Condition        Report By
 FL0220  HISTORY     - 1943     MONUMENTED       CGS
 FL0220
 FL0220                          STATION DESCRIPTION
 FL0220
 FL0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0220'2.3 MI E FROM MAGIC CITY.
 FL0220'THIS MARK IS ABOUT 2.3 MILES EAST ALONG THE FORT WORTH AND DENVER CITY
 FL0220'RAILWAY FROM THE STATION AT MAGIC CITY, WHEELER COUNTY, SET AT A
 FL0220'NORTH-SOUTH CROSS ROAD, 2.0 FEET SOUTHWEST OF A FENCE RUNNING PARALLEL
 FL0220'WITH THE TRACK, 54.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 6.0
 FL0220'FEET EAST OF A TELEPHONE POLE, 46.0 FEET NORTHEAST OF THE NORTHEAST
 FL0220'RAIL, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND.  STAMPED CC 378
 FL0220'1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0996 ***********************************************************************
 CS0996  DESIGNATION -  CC 411
 CS0996  PID         -  CS0996
 CS0996  STATE/COUNTY-  TX/DALLAS
 CS0996  USGS QUAD   -  IRVING (1981)
 CS0996
 CS0996                         *CURRENT SURVEY CONTROL
 CS0996  ___________________________________________________________________
 CS0996* NAD 83(1986)-  32 46 33.     (N)    096 52 54.     (W)     SCALED    
 CS0996* NAVD 88     -       131.715  (meters)     432.13   (feet)  ADJUSTED  
 CS0996  ___________________________________________________________________
 CS0996  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CS0996  DYNAMIC HT  -         131.564 (meters)     431.64  (feet)  COMP
 CS0996  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CS0996
 CS0996  VERT ORDER  -  FIRST     CLASS II
 CS0996
 CS0996.The horizontal coordinates were scaled from a topographic map and have
 CS0996.an estimated accuracy of +/- 6 seconds.
 CS0996
 CS0996.The orthometric height was determined by differential leveling
 CS0996.and adjusted by the National Geodetic Survey in June 1991..
 CS0996.WARNING-Repeat measurements at this control monument indicate possible
 CS0996.vertical movement.
 CS0996
 CS0996.The geoid height was determined by GEOID03.
 CS0996
 CS0996.The dynamic height is computed by dividing the NAVD 88
 CS0996.geopotential number by the normal gravity value computed on the
 CS0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0996.degrees latitude (g = 980.6199 gals.).
 CS0996
 CS0996.The modeled gravity was interpolated from observed gravity values.
 CS0996
 CS0996;                    North         East    Units  Estimated Accuracy
 CS0996;SPC TXNC     - 2,124,160.      751,600.      MT  (+/- 180 meters Scaled)
 CS0996
 CS0996                          SUPERSEDED SURVEY CONTROL
 CS0996
 CS0996  NGVD 29 (??/??/92)  131.731  (m)          432.19   (f) ADJ UNCH    1 2
 CS0996
 CS0996.Superseded values are not recommended for survey control.
 CS0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0996.See file dsdata.txt to determine how the superseded data were derived.
 CS0996
 CS0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB984284(NAD 83)
 CS0996_MARKER: DB = BENCH MARK DISK
 CS0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0996_SP_SET: CULVERT
 CS0996_STAMPING: CC 411 1947
 CS0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0996
 CS0996  HISTORY     - Date     Condition        Report By
 CS0996  HISTORY     - 1947     MONUMENTED       CGS
 CS0996  HISTORY     - 1958     GOOD             NGS
 CS0996  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0996
 CS0996                          STATION DESCRIPTION
 CS0996
 CS0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS0996'1.4 MI E FROM EAGLE FORD.
 CS0996'ABOUT 1.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS0996'STATION AT EAGLE FORD, 8 1/2 POLES EAST OF MILEPOST 219, IN THE TOP OF
 CS0996'THE WEST END OF THE NORTH HEAD WALL OF A CONCRETE CULVERT, 94 YARDS
 CS0996'EAST OF THE NORWICH STREET CROSSING, 11 1/2 FEET NORTH OF THE NORTH
 CS0996'RAIL OF THE NORTH SET OF TRACKS, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 CS0996'THE TRACKS.
 CS0996
 CS0996                          STATION RECOVERY (1986)
 CS0996
 CS0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6270 ***********************************************************************
 AC6270  DESIGNATION -  CCA
 AC6270  PID         -  AC6270
 AC6270  STATE/COUNTY-  TX/GALVESTON
 AC6270  USGS QUAD   -  DICKINSON (1997)
 AC6270
 AC6270                         *CURRENT SURVEY CONTROL
 AC6270  ___________________________________________________________________
 AC6270* NAD 83(1986)-  29 24 49.     (N)    095 00 07.     (W)     SCALED    
 AC6270* NAVD 88     -         5.242  (meters)      17.20   (feet)  ADJUSTED  
 AC6270  ___________________________________________________________________
 AC6270  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AC6270  DYNAMIC HT  -           5.234 (meters)      17.17  (feet)  COMP
 AC6270  MODELED GRAV-     979,268.2   (mgal)                       NAVD 88
 AC6270
 AC6270  VERT ORDER  -  FIRST     CLASS II
 AC6270
 AC6270.The horizontal coordinates were scaled from a topographic map and have
 AC6270.an estimated accuracy of +/- 6 seconds.
 AC6270
 AC6270.The orthometric height was determined by differential leveling
 AC6270.and adjusted by the National Geodetic Survey in March 1997..
 AC6270
 AC6270.The geoid height was determined by GEOID03.
 AC6270
 AC6270.The dynamic height is computed by dividing the NAVD 88
 AC6270.geopotential number by the normal gravity value computed on the
 AC6270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6270.degrees latitude (g = 980.6199 gals.).
 AC6270
 AC6270.The modeled gravity was interpolated from observed gravity values.
 AC6270
 AC6270;                    North         East    Units  Estimated Accuracy
 AC6270;SPC TXSC     - 4,181,770.      987,880.      MT  (+/- 180 meters Scaled)
 AC6270
 AC6270                          SUPERSEDED SURVEY CONTROL
 AC6270
 AC6270.No superseded survey control is available for this station.
 AC6270
 AC6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN057554(NAD 83)
 AC6270_MARKER: DD = SURVEY DISK
 AC6270_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC6270_SP_SET: BRIDGE ABUTMENT
 AC6270_STAMPING: CCA
 AC6270_MARK LOGO: TXDOT 
 AC6270_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6270+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AC6270
 AC6270  HISTORY     - Date     Condition        Report By
 AC6270  HISTORY     - UNK      MONUMENTED
 AC6270  HISTORY     - 19961203 GOOD             NGS
 AC6270  HISTORY     - 20030530 GOOD             USPSQD
 AC6270  HISTORY     - 20040628 GOOD             USPSQD
 AC6270  HISTORY     - 20050629 GOOD             USPSQD
 AC6270
 AC6270                          STATION DESCRIPTION
 AC6270
 AC6270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6270'7.2 KM (4.45 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AC6270'OF STATE HIGHWAY 517 IN DICKINSON, IN TOP OF AND 0.1 M (0.3 FT)
 AC6270'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF A
 AC6270'BRIDGE SPANNING MOSES BAYOU, 10.7 M (35.1 FT) NORTHEAST OF THE HIGHWAY
 AC6270'CENTERLINE, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC6270
 AC6270                          STATION RECOVERY (2003)
 AC6270
 AC6270'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AC6270'RECOVERED IN GOOD CONDITION.
 AC6270
 AC6270                          STATION RECOVERY (2004)
 AC6270
 AC6270'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AC6270'RECOVERED IN GOOD CONDITION.
 AC6270
 AC6270                          STATION RECOVERY (2005)
 AC6270
 AC6270'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC6270'GO TO N29 24 48.1  W095 00 07.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0542 ***********************************************************************
 AM0542  DESIGNATION -  CCO AND GAS CO GA278L NW2
 AM0542  PID         -  AM0542
 AM0542  STATE/COUNTY-  TX/BRAZORIA
 AM0542  USGS QUAD   -  
 AM0542
 AM0542                         *CURRENT SURVEY CONTROL
 AM0542  ___________________________________________________________________
 AM0542* NAD 83(1993)-  28 55 40.29718(N)    095 12 16.98279(W)     ADJUSTED  
 AM0542* NAVD 88     -                                                        
 AM0542  ___________________________________________________________________
 AM0542  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AM0542  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AM0542
 AM0542  HORZ ORDER  -  THIRD
 AM0542
 AM0542.The horizontal coordinates were established by classical geodetic methods
 AM0542.and adjusted by the National Geodetic Survey in February 1996..
 AM0542
 AM0542
 AM0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0542
 AM0542.The geoid height was determined by GEOID03.
 AM0542
 AM0542;                    North         East     Units Scale Factor Converg.
 AM0542;SPC TXSC     - 4,127,307.015   969,958.390   MT  0.99988831   +1 51 33.7
 AM0542;SPC TXSC     -13,541,006.43  3,182,271.82   sFT  0.99988831   +1 51 33.7
 AM0542;UTM  15      - 3,201,993.943   285,083.315   MT  1.00017002   -1 04 00.7
 AM0542
 AM0542                          SUPERSEDED SURVEY CONTROL
 AM0542
 AM0542  NAD 83(1986)-  28 55 40.30657(N)    095 12 16.96250(W) AD(       ) 4
 AM0542
 AM0542.Superseded values are not recommended for survey control.
 AM0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0542.See file dsdata.txt to determine how the superseded data were derived.
 AM0542
 AM0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8508301994(NAD 83)
 AM0542_MARKER: 67 = OIL DERRICK
 AM0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0542
 AM0542  HISTORY     - Date     Condition        Report By
 AM0542  HISTORY     - 1982     FIRST OBSERVED   NOS
 AM0542
 AM0542                          STATION DESCRIPTION
 AM0542
 AM0542'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0542'THE STATION IS LOCATED IN THE GULF OF MEXICO OFF THE COAST OF
 AM0542'FREEPORT TX. THE STATION WAS INTERSECTED FROM STATIONS SKEET,
 AM0542'SLOP, AND BAY.
 AM0542'THE STATION IS A OFF SHORE OIL PLATFORM.
 AM0542'THE POINT INTERSECTED WAS THE TALLEST PIPE UNDER THE TOP MOST
 AM0542'PLATFORM (THIS IS A LARGE DIAM. PIPE).
 AM0542'
 AM0542'DESCRIBED BY MWJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6497 ***********************************************************************
 AE6497  SACS        -  This is a Secondary Airport Control Station.
 AE6497  DESIGNATION -  CDS A
 AE6497  PID         -  AE6497
 AE6497  STATE/COUNTY-  TX/CHILDRESS
 AE6497  USGS QUAD   -  CAREY (1981)
 AE6497
 AE6497                         *CURRENT SURVEY CONTROL
 AE6497  ___________________________________________________________________
 AE6497* NAD 83(1993)-  34 26 19.99207(N)    100 17 01.59908(W)     ADJUSTED  
 AE6497* NAVD 88     -       594.01   (meters)    1948.8    (feet)  GPS OBS   
 AE6497  ___________________________________________________________________
 AE6497  X           -    -940,167.387 (meters)                     COMP
 AE6497  Y           -  -5,181,746.293 (meters)                     COMP
 AE6497  Z           -   3,587,022.842 (meters)                     COMP
 AE6497  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AE6497  ELLIP HEIGHT-         565.83  (meters)          (08/08/01) GPS OBS
 AE6497  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AE6497
 AE6497  HORZ ORDER  -  FIRST
 AE6497  ELLP ORDER  -  FOURTH    CLASS II
 AE6497
 AE6497.This mark is at Childress Muni (CDS) Airport (CDS)
 AE6497
 AE6497.The horizontal coordinates were established by GPS observations
 AE6497.and adjusted by the National Geodetic Survey in January 1998..
 AE6497
 AE6497.The orthometric height was determined by GPS observations and a
 AE6497.high-resolution geoid model.
 AE6497
 AE6497.GPS derived orthometric heights for airport stations designated as
 AE6497.PACS or SACS are published to 2 decimal places.  This maintains
 AE6497.centimeter relative accuracy between the PACS and SACS.  It does
 AE6497.not indicate centimeter accuracy relative to other marks which are
 AE6497.part of the NAVD 88 network.
 AE6497
 AE6497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6497
 AE6497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6497
 AE6497.The ellipsoidal height was determined by GPS observations
 AE6497.and is referenced to NAD 83.
 AE6497
 AE6497.The geoid height was determined by GEOID03.
 AE6497
 AE6497;                    North         East     Units Scale Factor Converg.
 AE6497;SPC TX N     - 1,049,378.006   311,782.693   MT  1.00005562   +0 42 17.4
 AE6497;SPC TX N     - 3,442,834.34  1,022,907.05   sFT  1.00005562   +0 42 17.4
 AE6497;UTM  14      - 3,811,567.933   382,055.535   MT  0.99977147   -0 43 33.9
 AE6497
 AE6497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6497!SPC TX N     -   0.99991119  x   1.00005562  =   0.99996680
 AE6497!UTM  14      -   0.99991119  x   0.99977147  =   0.99968268
 AE6497
 AE6497                          SUPERSEDED SURVEY CONTROL
 AE6497
 AE6497  ELLIP H (01/06/98)  565.85   (m)                       GP(       ) 4 2
 AE6497
 AE6497.Superseded values are not recommended for survey control.
 AE6497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6497.See file dsdata.txt to determine how the superseded data were derived.
 AE6497
 AE6497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8205611568(NAD 83)
 AE6497_MARKER: DH = HORIZONTAL CONTROL DISK
 AE6497_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE6497+WITH SETTING: PAVEMENT
 AE6497_SP_SET: CONCRETE APRON
 AE6497_STAMPING: CDS A 1995
 AE6497_MARK LOGO: NGS   
 AE6497_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6497+STABILITY: SURFACE MOTION
 AE6497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6497+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE6497
 AE6497  HISTORY     - Date     Condition        Report By
 AE6497  HISTORY     - 1995     MONUMENTED       NGS
 AE6497
 AE6497                          STATION DESCRIPTION
 AE6497
 AE6497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE6497'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) WEST OF CHILDRESS, 3.0
 AE6497'KM (1.85 MI) SOUTH OF U.S.  HIGHWAY 287 AT THE CHILDRESS MUNICIPAL
 AE6497'AIRPORT.  NEAR THE NORTH END OF THE AIRPORT, NEAR THE WEST SIDE OF THE
 AE6497'APRON, IN THE FIRST CONCRETE SECTION OF THE APRON, SOUTH OF THE NORTH
 AE6497'END.  OWNERSHIP--CITY OF CHILDRESS, 315 COMMERCE STREET, CHILDRESS,
 AE6497'TX.  79201.  AIRPORT MANAGER DAVID GALLIGAN, PHONE 817-937-3684.  TO
 AE6497'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62, 83 AND 287 IN
 AE6497'THE WEST SECTION OF CHILDRESS, GO NORTHWEST 5.2 KM (3.25 MI) ON
 AE6497'HIGHWAY 287 TO A CROSSROAD.  TURN LEFT, SOUTH, 2.2 KM (1.35 MI) ON
 AE6497'FARM ROAD 164 CROSSING RAILROAD, TO A CROSSROAD AND FAA BUILDING.
 AE6497'TURN RIGHT, WEST, 0.24 KM (0.15 MI) CROSSING APRON TO THE TAXI.  TURN
 AE6497'RIGHT, NORTH, 0.58 KM (0.35 MI) ALONG TAXI AND APRON TO THE STATION ON
 AE6497'THE LEFT.  STATION IS SET IN THE CONCRETE APRON, 139 M (456.0 FT)
 AE6497'SOUTH OF THE CENTERLINE OF THE NORTH CONNECTOR, 31.8 M (104.3 FT) WEST
 AE6497'OF A WITNESS POST AND FENCE, 12.9 M (42.3 FT) EAST OF THE WEST EDGE OF
 AE6497'THE APRON, 8.5 M (27.9 FT) WEST OF THE TAXI CENTERLINE, AND 3.4 M
 AE6497'(11.2 FT) NORTHWEST OF THE SOUTHEAST CONCRETE CORNER OF THE APRON.
 AE6497'NOTE--THIS STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1187 ***********************************************************************
 CT1187  DESIGNATION -  CECIL ET
 CT1187  PID         -  CT1187
 CT1187  STATE/COUNTY-  TX/JONES
 CT1187  USGS QUAD   -  TUXEDO (1981)
 CT1187
 CT1187                         *CURRENT SURVEY CONTROL
 CT1187  ___________________________________________________________________
 CT1187* NAD 83(1993)-  32 57 12.92937(N)    099 57 20.63920(W)     ADJUSTED  
 CT1187* NAVD 88     -       512.1    (meters)    1680.     (feet)  VERTCON   
 CT1187  ___________________________________________________________________
 CT1187  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 CT1187  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CT1187
 CT1187  HORZ ORDER  -  THIRD
 CT1187
 CT1187.The horizontal coordinates were established by classical geodetic methods
 CT1187.and adjusted by the National Geodetic Survey in February 1996..
 CT1187
 CT1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1187
 CT1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1187
 CT1187.The geoid height was determined by GEOID03.
 CT1187
 CT1187;                    North         East     Units Scale Factor Converg.
 CT1187;SPC TXNC     - 2,143,649.594   463,907.379   MT  0.99987408   -0 47 38.2
 CT1187;SPC TXNC     - 7,032,957.04  1,522,002.79   sFT  0.99987408   -0 47 38.2
 CT1187;UTM  14      - 3,646,547.403   410,670.979   MT  0.99969839   -0 31 11.7
 CT1187
 CT1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1187!SPC TXNC     -   0.99992416  x   0.99987408  =   0.99979825
 CT1187!UTM  14      -   0.99992416  x   0.99969839  =   0.99962258
 CT1187
 CT1187:                Primary Azimuth Mark                     Grid Az
 CT1187:SPC TXNC     -  STAMFORD ET USGS 1974                    098 30 38.8
 CT1187:UTM  14      -  STAMFORD ET USGS 1974                    098 14 12.3
 CT1187
 CT1187|---------------------------------------------------------------------|
 CT1187| PID    Reference Object                     Distance      Geod. Az  |
 CT1187|                                                           dddmmss.s |
 CT1187| CT1176 STAMFORD ET USGS 1974               APPROX.12.8 KM 0974300.6 |
 CT1187|---------------------------------------------------------------------|
 CT1187
 CT1187                          SUPERSEDED SURVEY CONTROL
 CT1187
 CT1187  NAD 83(1993)-  32 57 12.93486(N)    099 57 20.63299(W) AD(       ) 3
 CT1187  NAD 83(1986)-  32 57 12.93638(N)    099 57 20.63054(W) AD(       ) 3
 CT1187  NAD 27      -  32 57 12.53698(N)    099 57 19.27929(W) AD(       ) 3
 CT1187  NGVD 29 (07/19/86)  511.9    (m)         1679.     (f) VERT ANG       
 CT1187
 CT1187.Superseded values are not recommended for survey control.
 CT1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1187.See file dsdata.txt to determine how the superseded data were derived.
 CT1187
 CT1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1067146547(NAD 83)
 CT1187_MARKER: DD = SURVEY DISK
 CT1187_SETTING: 0 = UNSPECIFIED SETTING
 CT1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1187
 CT1187  HISTORY     - Date     Condition        Report By
 CT1187  HISTORY     - 1965     MONUMENTED       USGS
 CT1187
 CT1187                          STATION DESCRIPTION
 CT1187
 CT1187'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CT1187'LOCATED ABOUT 1.5 MI. (AIRLINE) NNW. OF TUXEDO, TEXAS, ABOUT 9.5 MI.
 CT1187'(AIRLINE) W. OF STAMFORD, TEXAS, ABOUT 11.0 MI. (AIRLINE) ENE. OF
 CT1187'HAMLIN, TEXAS, ABOUT 14.5 MI. (AIRLINE) NNW. OF ANSON, TEXAS, IN
 CT1187'JONES COUNTY.
 CT1187'
 CT1187'FROM POST OFFICE IN CITY SQUARE AT STAMFORD, TEXAS, 3.5 MI. SW. ALONG
 CT1187'U.S. HIGHWAY 277 TO Y-HIGHWAY JUNCTION WITH TEXAS HIGHWAY 92, THENCE
 CT1187'6.6 MI. W. ALONG TEXAS HIGHWAY 92 TO HIGHWAY JUNCTION WITH FARM ROAD
 CT1187'1661, THENCE 2.1 MI. N. ALONG FARM ROAD 1661 TO CROSSROAD INTERSECTION
 CT1187'WITH E-W. GRAVEL RD., THENCE 0.2 MI. W. ALONG GRAVEL RD. TO RD. S. TO
 CT1187'FARM HOUSE AND STATION SITE.  LOCATED 29.5 FT. S. OF CENTERLINE OF
 CT1187'E-W. GRAVEL RD., 2.2 FT. N. OF S. E-W. RIGHT-OF-WAY FENCE, 21 FT. W.
 CT1187'OF APPROXIMATE CENTERLINE OF RD. ENTRANCE DRIVEWAY TO S. AND 74 FT.
 CT1187'NNW. OF NW. CORNER OF THE E. D. APPERSON HOUSE.
 CT1187'
 CT1187'STATION MARK--STANDARD USGS TABLET STAMPED ---CECIL-ET-1965---, SET
 CT1187'IN TOP OF CONCRETE POST, PROJECTING 0.5 FT. ABOVE NORMAL GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0837 ***********************************************************************
 CT0837  DESIGNATION -  CEDAR
 CT0837  PID         -  CT0837
 CT0837  STATE/COUNTY-  TX/TAYLOR
 CT0837  USGS QUAD   -  BUFFALO GAP (1984)
 CT0837
 CT0837                         *CURRENT SURVEY CONTROL
 CT0837  ___________________________________________________________________
 CT0837* NAD 83(1993)-  32 18 29.05289(N)    099 45 41.57371(W)     ADJUSTED  
 CT0837* NAVD 88     -       580.983  (meters)    1906.11   (feet)  ADJUSTED  
 CT0837  ___________________________________________________________________
 CT0837  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 CT0837  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CT0837  DYNAMIC HT  -         580.224 (meters)    1903.62  (feet)  COMP
 CT0837  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 CT0837
 CT0837  HORZ ORDER  -  THIRD
 CT0837  VERT ORDER  -  FIRST     CLASS II
 CT0837
 CT0837.The horizontal coordinates were established by classical geodetic methods
 CT0837.and adjusted by the National Geodetic Survey in February 1996..
 CT0837
 CT0837.The orthometric height was determined by differential leveling
 CT0837.and adjusted by the National Geodetic Survey in June 1991..
 CT0837
 CT0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0837
 CT0837.The geoid height was determined by GEOID03.
 CT0837
 CT0837.The dynamic height is computed by dividing the NAVD 88
 CT0837.geopotential number by the normal gravity value computed on the
 CT0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0837.degrees latitude (g = 980.6199 gals.).
 CT0837
 CT0837.The modeled gravity was interpolated from observed gravity values.
 CT0837
 CT0837;                    North         East     Units Scale Factor Converg.
 CT0837;SPC TXNC     - 2,071,839.841   481,200.710   MT  0.99995619   -0 41 16.9
 CT0837;SPC TXNC     - 6,797,361.21  1,578,739.33   sFT  0.99995619   -0 41 16.9
 CT0837;UTM  14      - 3,574,838.443   428,308.339   MT  0.99966338   -0 24 25.4
 CT0837
 CT0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0837!SPC TXNC     -   0.99991303  x   0.99995619  =   0.99986923
 CT0837!UTM  14      -   0.99991303  x   0.99966338  =   0.99957644
 CT0837
 CT0837|---------------------------------------------------------------------|
 CT0837| PID    Reference Object                     Distance      Geod. Az  |
 CT0837|                                                           dddmmss.s |
 CT0837| CT0840 CEDAR RM 2                           18.619 METERS 00325     |
 CT0837| CT0839 CEDAR RM 1                                         09345     |
 CT0837| CT1102 TV STATION KRBC MAST                APPROX. 3.3 KM 1413917.3 |
 CT0837| CT1137 BUFFALO GAP SW BELL TEL MAST        APPROX. 3.0 KM 1611949.6 |
 CT0837| CT1126 TUSCOLA MUNICIPAL TANK              APPROX.11.3 KM 1963823.9 |
 CT0837| CT1136 BUFFALO GAP COX TRUCK CO MAST       APPROX. 5.3 KM 2105217.5 |
 CT0837| CT1139 BUFFALO GAP DENNIS COMM CO MST      APPROX. 3.5 KM 2354734.7 |
 CT0837| CT0838 CEDAR AZ MK                                        2694644.4 |
 CT0837|---------------------------------------------------------------------|
 CT0837
 CT0837                          SUPERSEDED SURVEY CONTROL
 CT0837
 CT0837  NAD 83(1986)-  32 18 29.05943(N)    099 45 41.56112(W) AD(       ) 3
 CT0837  NAD 27      -  32 18 28.58740(N)    099 45 40.25120(W) AD(       ) 3
 CT0837
 CT0837.Superseded values are not recommended for survey control.
 CT0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0837.See file dsdata.txt to determine how the superseded data were derived.
 CT0837
 CT0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2830874838(NAD 83)
 CT0837_MARKER: DS = TRIANGULATION STATION DISK
 CT0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0837_SP_SET: CONCRETE POST
 CT0837_STAMPING: CEDAR 1961
 CT0837_MARK LOGO: CGS   
 CT0837_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0837+STABILITY: SURFACE MOTION
 CT0837
 CT0837  HISTORY     - Date     Condition        Report By
 CT0837  HISTORY     - 1961     MONUMENTED       CGS
 CT0837  HISTORY     - 1982     GOOD             NGS
 CT0837  HISTORY     - 1982     GOOD             NGS
 CT0837
 CT0837                          STATION DESCRIPTION
 CT0837
 CT0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT0837'THE STATION IS APPROXIMATELY 7 MILES NORTHEAST OF TUSCOLA,
 CT0837'4-1/4 MILES NORTHEAST OF BUFFALO GAP, 0.2 MILE WEST OF U.S.
 CT0837'HIGHWAYS 83 AND 84, 0.1 MILE EAST OF THE ABILENE SOUTHERN
 CT0837'RAILROAD, ON THE SOUTH RIGHT-OF-WAY OF A GRAVEL ROAD.
 CT0837'
 CT0837'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 CT0837'80, 83, 84 AND 277 AT THE WEST EDGE OF ABILENE, GO SOUTH
 CT0837'ON U.S. HIGHWAYS 83 AND 84 FOR 7.75 MILES TO THE JUNCTION OF
 CT0837'FARM ROAD 707.  CONTINUE SOUTH ON HIGHWAYS 83 AND 84 FOR 3.0
 CT0837'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON A
 CT0837'GRAVEL ROAD FOR 0.1 MILE TO A ROAD FORK.  BEAR LEFT, SOUTH AND
 CT0837'WEST, FOR 0.15 MILE TO THE TOP OF GRADE AND THE STATION ON
 CT0837'THE LEFT.
 CT0837'
 CT0837'STATION MARKS ARE STANDARD DISKS STAMPED CEDAR 1961.  THE SURFACE
 CT0837'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 CT0837'IT IS 23.5 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 CT0837'12 FEET NORTHWEST OF A POWER POLE, 4.3 FEET NORTHWEST OF A
 CT0837'METAL WITNESS POST AND 3 FEET NORTH OF A FENCE.  THE UNDERGROUND
 CT0837'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 CT0837'THE SURFACE OF THE GROUND.
 CT0837'
 CT0837'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CEDAR NO. 1 1961,
 CT0837'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 CT0837'IT IS 50.5 FEET EAST OF THE POWER POLE, 25 FEET SOUTH OF THE
 CT0837'CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE.
 CT0837'
 CT0837'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CEDAR NO. 2 1961,
 CT0837'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 CT0837'IS 26 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 25 FEET
 CT0837'NORTHWEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE.
 CT0837'
 CT0837'AZIMUTH MARK, A STANDARD DISK STAMPED CEDAR 1961, IS SET IN
 CT0837'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 65
 CT0837'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 45.5 FEET SOUTH
 CT0837'OF A T-FENCE CORNER, 2.5 FEET NORTH OF A METAL WITNESS POST
 CT0837'AND 1 FOOT EAST OF A FENCE.
 CT0837'
 CT0837'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE
 CT0837'GRAVEL ROAD FOR 0.35 MILE TO AN ALUMINUM GATE AND THE AZIMUTH
 CT0837'MARK ON THE LEFT.
 CT0837'
 CT0837'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT0837
 CT0837                          STATION RECOVERY (1982)
 CT0837
 CT0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CT0837'THE STATION, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH MARK WERE
 CT0837'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
 CT0837'
 CT0837'REFERENCE MARK NO 2 IS SETTING CLOSE TO THE EDGE OF A DIRT BANK AND
 CT0837'WILL BE DESTROYED IN THE FUTURE.
 CT0837
 CT0837                          STATION RECOVERY (1982)
 CT0837
 CT0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0837'17.5 KM (10.85 MI) SOUT FROM ABILENE.
 CT0837'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0837'STATION IN ABILENE, THENCE 5.3 KM (3.3 MI) SOUTHERLY ALONG THE
 CT0837'SOUTHERN PACIFIC RAILROAD, THENCE 10.7 KM (6.65 MI) SOUTHERLY ALONG
 CT0837'U.S. HIGHWAYS 83 AND 84, THENCE 0.5 KM (0.3 MI) WESTERLY ALONG A
 CT0837'GRAVELED ROAD, 18.6 METERS (61.0 FT) WEST OF CEDAR RM 1, 7.2 METERS
 CT0837'(23.6 FT) SOUTH OF THE CENTER OF THE ROAD, 3.7 METERS (12.1 FT)
 CT0837'NORTHWEST OF A UTILITY POLE AND 1.6 METERS (5.2 FT) NORTH OF A FENCE.
 CT0837'THE MARK IS 1.3 METERS  NW FROM A WITNESS POST.
 CT0837'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0588 ***********************************************************************
 AZ0588  DESIGNATION -  CEDAR
 AZ0588  PID         -  AZ0588
 AZ0588  STATE/COUNTY-  TX/EDWARDS
 AZ0588  USGS QUAD   -  HALF MOON PRAIRIE (1974)
 AZ0588
 AZ0588                         *CURRENT SURVEY CONTROL
 AZ0588  ___________________________________________________________________
 AZ0588* NAD 83(1993)-  29 49 17.04746(N)    100 07 49.62208(W)     ADJUSTED  
 AZ0588* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 AZ0588  ___________________________________________________________________
 AZ0588  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AZ0588  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 AZ0588
 AZ0588  HORZ ORDER  -  SECOND
 AZ0588
 AZ0588.The horizontal coordinates were established by classical geodetic methods
 AZ0588.and adjusted by the National Geodetic Survey in February 1996..
 AZ0588
 AZ0588.The orthometric height was scaled from a topographic map.
 AZ0588
 AZ0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0588
 AZ0588.The geoid height was determined by GEOID03.
 AZ0588
 AZ0588;                    North         East     Units Scale Factor Converg.
 AZ0588;SPC TXSC     - 4,220,861.014   490,744.969   MT  0.99989917   -0 33 13.8
 AZ0588;SPC TXSC     -13,847,941.51  1,610,052.45   sFT  0.99989917   -0 33 13.8
 AZ0588;UTM  14      - 3,299,531.424   390,772.349   MT  0.99974720   -0 33 44.0
 AZ0588
 AZ0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0588!SPC TXSC     -   0.99989340  x   0.99989917  =   0.99979258
 AZ0588!UTM  14      -   0.99989340  x   0.99974720  =   0.99964063
 AZ0588
 AZ0588:                Primary Azimuth Mark                     Grid Az
 AZ0588:SPC TXSC     -  CEDAR AZ MK                              113 35 06.8
 AZ0588:UTM  14      -  CEDAR AZ MK                              113 35 37.0
 AZ0588
 AZ0588|---------------------------------------------------------------------|
 AZ0588| PID    Reference Object                     Distance      Geod. Az  |
 AZ0588|                                                           dddmmss.s |
 AZ0588| CV4502 CEDAR AZ MK                                        1130153.0 |
 AZ0588| CV4503 CEDAR RM 1                           19.713 METERS 20730     |
 AZ0588| CV4504 CEDAR RM 2                           13.675 METERS 29714     |
 AZ0588|---------------------------------------------------------------------|
 AZ0588
 AZ0588                          SUPERSEDED SURVEY CONTROL
 AZ0588
 AZ0588  NAD 83(1986)-  29 49 17.04762(N)    100 07 49.60704(W) AD(       ) 2
 AZ0588  NAD 27      -  29 49 16.25900(N)    100 07 48.33100(W) AD(       ) 2
 AZ0588
 AZ0588.Superseded values are not recommended for survey control.
 AZ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0588.See file dsdata.txt to determine how the superseded data were derived.
 AZ0588
 AZ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT9077299531(NAD 83)
 AZ0588_MARKER: DD = SURVEY DISK
 AZ0588_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0588
 AZ0588  HISTORY     - Date     Condition        Report By
 AZ0588  HISTORY     - 1944     MONUMENTED       USE
 AZ0588  HISTORY     - 19710312 GOOD             NGS
 AZ0588
 AZ0588                          STATION DESCRIPTION
 AZ0588
 AZ0588'DESCRIBED BY US ENGINEERS 1944 (EHB)
 AZ0588'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 9 MILES NW OF
 AZ0588'BARKSDALE, 15 MILES SSE OF ROCKSPRINGS.  ON A PROMINENT,
 AZ0588'BRUSH-COVERED HILL, THE HIGHEST POINT IN THE VICINITY, OVERLOOKING
 AZ0588'PULLIAM CREEK TO THE E.  ABOUT 1-1/2 MILES, AIR LINE, W OF
 AZ0588'STATE HIGHWAY 55, AND 1-1/2 MILES SW OF THE LOMAX RANCH.
 AZ0588'THE OLD U.S. ENGINEERS SIGNAL (1942) WAS USED AND LEFT STANDING
 AZ0588'OVER STATION.
 AZ0588'
 AZ0588'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, DISK SET IN
 AZ0588'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED
 AZ0588'CEDAR 1942.  IT IS ABOUT 50 FEET S OF THE HIGHEST POINT OF THE
 AZ0588'HILL AND 3 FEET LOWER, IN A SMALL, ROCKY CLEARING.
 AZ0588'
 AZ0588'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 AZ0588'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED
 AZ0588'CEDAR 1944 USED NO 1.
 AZ0588'
 AZ0588'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 AZ0588'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4 INCHES
 AZ0588'ABOVE THE GROUND.  IT IS STAMPED CEDAR 1944 USED NO 2.
 AZ0588'
 AZ0588'AZIMUTH MARK IS ABOVE THE HIGHWAY AT A POINT ABOUT 2 MILES
 AZ0588'S OF THE BUMPER GATE MENTIONED BELOW.  AT THIS POINT THE
 AZ0588'OLD AND NEW ROADS JOIN AGAIN.  THE MARK IS ABOUT 200 YARDS
 AZ0588'UP THE SLOPE, ABOUT 50 FEET BELOW THE TOP OF THE BLUFF, AND
 AZ0588'3 FEET NW OF A WHITE WOODEN WITNESS POST.  IT IS A BRONZE
 AZ0588'AZIMUTH DISK CEMENTED IN A DRILL HOLE IN A PROMINENT ROCK
 AZ0588'LEDGE AND IS STAMPED CEDAR USED 1944.  LOCAL CLEARING AT
 AZ0588'STATION WILL BE REQUIRED TO SEE THE MARK FROM THE GROUND.
 AZ0588'
 AZ0588'TO REACH FROM BARKSDALE, GO N ON STATE HIGHWAY 55 TOWARD
 AZ0588'ROCKSPRINGS FOR 9.9 MILES TO A BUMPER GATE ON LEFT, ABOUT 0.2
 AZ0588'MILE BEYOND A ROAD COMING IN FROM LEFT OVER LOW-WATER CONCRETE
 AZ0588'BRIDGE (THIS IS THE OLD ROCKSPRINGS ROAD).  TURN LEFT THROUGH
 AZ0588'THIS BUMPER GATE AND FOLLOW ROAD W FOR 0.9 MILE.  CROSS WASH
 AZ0588'AND TAKE LEFT FORK ABOUT 100 YARDS.  THENCE TAKE RIGHT FORK
 AZ0588'HERE, ABOUT 100 YARDS N OF THE LOMAX RANCH HOUSE, AND FOLLOW
 AZ0588'ROUGH TRACK ROAD UP CANYON FOR 1.2 MILES TO WINDMILL ON
 AZ0588'RIGHT.  LEAVE TRUCK HERE AND PACK LEFT ACROSS WASH AND UP
 AZ0588'BRUSHY SLOPE, 1/2 MILE, TO HIGHEST POINT AND STATION.
 AZ0588'
 AZ0588'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 AZ0588
 AZ0588                          STATION RECOVERY (1971)
 AZ0588
 AZ0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (GDF)
 AZ0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0768 ***********************************************************************
 BN0768  DESIGNATION -  CEDAR
 BN0768  PID         -  BN0768
 BN0768  STATE/COUNTY-  TX/KIMBLE
 BN0768  USGS QUAD   -  TOBE BRANCH (1974)
 BN0768
 BN0768                         *CURRENT SURVEY CONTROL
 BN0768  ___________________________________________________________________
 BN0768* NAD 83(1993)-  30 24 31.10766(N)    099 35 28.62887(W)     ADJUSTED  
 BN0768* NAVD 88     -       663.     (meters)    2175.     (feet)  SCALED    
 BN0768  ___________________________________________________________________
 BN0768  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 BN0768  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BN0768
 BN0768  HORZ ORDER  -  SECOND
 BN0768
 BN0768.The horizontal coordinates were established by classical geodetic methods
 BN0768.and adjusted by the National Geodetic Survey in February 1996..
 BN0768
 BN0768.The orthometric height was scaled from a topographic map.
 BN0768
 BN0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0768
 BN0768.The geoid height was determined by GEOID03.
 BN0768
 BN0768;                    North         East     Units Scale Factor Converg.
 BN0768;SPC TX C     - 3,082,490.323   771,297.079   MT  0.99993488   +0 22 55.9
 BN0768;SPC TX C     -10,113,137.00  2,530,497.17   sFT  0.99993488   +0 22 55.9
 BN0768;SPC TXSC     - 4,285,572.027   543,182.270   MT  1.00003860   -0 17 22.8
 BN0768;SPC TXSC     -14,060,247.56  1,782,090.50   sFT  1.00003860   -0 17 22.8
 BN0768;UTM  14      - 3,364,215.834   443,206.452   MT  0.99963979   -0 17 57.5
 BN0768
 BN0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0768!SPC TX C     -   0.99989933  x   0.99993488  =   0.99983422
 BN0768!SPC TXSC     -   0.99989933  x   1.00003860  =   0.99993793
 BN0768!UTM  14      -   0.99989933  x   0.99963979  =   0.99953916
 BN0768
 BN0768:                Primary Azimuth Mark                     Grid Az
 BN0768:SPC TX C     -  CEDAR AZ MK                              003 22 33.3
 BN0768:SPC TXSC     -  CEDAR AZ MK                              004 02 52.0
 BN0768:UTM  14      -  CEDAR AZ MK                              004 03 26.7
 BN0768
 BN0768|---------------------------------------------------------------------|
 BN0768| PID    Reference Object                     Distance      Geod. Az  |
 BN0768|                                                           dddmmss.s |
 BN0768| CV4499 CEDAR AZ MK                                        0034529.2 |
 BN0768| CV4500 CEDAR RM 1                           12.531 METERS 01729     |
 BN0768| BN0773 MOODY                               APPROX.17.9 KM 1774607.6 |
 BN0768| CV4501 CEDAR RM 2                           18.144 METERS 24840     |
 BN0768|---------------------------------------------------------------------|
 BN0768
 BN0768                          SUPERSEDED SURVEY CONTROL
 BN0768
 BN0768  NAD 83(1986)-  30 24 31.11424(N)    099 35 28.61841(W) AD(       ) 2
 BN0768  NAD 27      -  30 24 30.42700(N)    099 35 27.40900(W) AD(       ) 2
 BN0768
 BN0768.Superseded values are not recommended for survey control.
 BN0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0768.See file dsdata.txt to determine how the superseded data were derived.
 BN0768
 BN0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU4320664216(NAD 83)
 BN0768_MARKER: DS = TRIANGULATION STATION DISK
 BN0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0768
 BN0768  HISTORY     - Date     Condition        Report By
 BN0768  HISTORY     - 1944     MONUMENTED       CGS
 BN0768  HISTORY     - 1965     GOOD             CGS
 BN0768  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 BN0768  HISTORY     - 1974     MARK NOT FOUND   USGS
 BN0768
 BN0768                          STATION DESCRIPTION
 BN0768
 BN0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0768'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 11-1/2 MILES
 BN0768'SE OF JUNCTION AND 23 MILES WNW OF HARPER.  ON A CEDAR-COVERED
 BN0768'HILL BETWEEN JOHNSON FORK AND WEST FORK, JAMES RIVER.  IT
 BN0768'IS NEAR THE W END OF A RIDGE, 85 FEET W OF FENCELINE, 20
 BN0768'FEET N OF THE HIGHEST IMMEDIATE POINT, AND 7 FEET SE OF
 BN0768'A WHITE WOODEN WITNESS POST.
 BN0768'
 BN0768'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF
 BN0768'A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 BN0768'GROUND.  IT IS STAMPED CEDAR 1944.
 BN0768'
 BN0768'REFERENCE MARK 1 IS ABOUT 3 FEET LOWER THAN THE STATION.
 BN0768'IT IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL HOLE IN
 BN0768'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED
 BN0768'CEDAR NO 1 1944.
 BN0768'
 BN0768'REFERENCE MARK 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 BN0768'IT IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL HOLE IN
 BN0768'OUTCROPPING BEDROCK THAT PROJECTS ABOUT 2 INCHES ABOVE THE
 BN0768'GROUND.  IT IS STAMPED CEDAR NO 2 1944.
 BN0768'
 BN0768'AZIMUTH MARK IS N OF THE STATION, ON THE SIDE OF THE NEXT
 BN0768'HILL, 23 FEET W OF THE CENTER LINE OF THE ROAD, 8 FEET W
 BN0768'OF FENCELINE, AND 14 FEET WNW OF A WHITE WOODEN WITNESS
 BN0768'POST.  IT IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL HOLE
 BN0768'IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED
 BN0768'CEDAR 1944.  A SMALL AMOUNT OF CLEARING NEAR THE STATION
 BN0768'WILL BE NECESSARY TO SEE THIS MARK FROM THE GROUND.
 BN0768'
 BN0768'TO REACH THE STATION FROM THE E END OF THE SOUTH LLANO RIVER
 BN0768'BRIDGE IN THE E PART OF JUNCTION, GO SE ON U.S. HIGHWAY
 BN0768'290 FOR 11.0 MILES TO A COUNTY ROAD LEFT.  (A LARGE HILLSIDE
 BN0768'EXCAVATION ABOUT 1/2 MILE SE, ON RIGHT OF HIGHWAY.) TURN
 BN0768'LEFT ON THE COUNTY ROAD AND FOLLOW IT E FOR 1.8 MILES TO
 BN0768'RED BOARD GATES ON EITHER SIDE OF THE ROAD.  TURN LEFT
 BN0768'THROUGH ONE OF THESE GATES AND FOLLOW ROAD N ALONG FENCE
 BN0768'0.6 MILE TO TOP OF HILL AND STATION ON LEFT.  THERE IS A
 BN0768'HIGHER HILL 1/2 MILE N.
 BN0768'
 BN0768'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 BN0768
 BN0768                          STATION RECOVERY (1965)
 BN0768
 BN0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 BN0768'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 BN0768'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BN0768'FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 BN0768
 BN0768                          STATION RECOVERY (1973)
 BN0768
 BN0768'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (RM)
 BN0768'RECOVERED BY MULDREW AND ASSOCIATES INC
 BN0768'
 BN0768'STATION NOT RECOVERED
 BN0768'
 BN0768'CEDAR NO 1 1944-GOOD
 BN0768'
 BN0768'CEDAR NO 2 1944-GOOD
 BN0768'
 BN0768'AZI MARK NOT RECOVERED
 BN0768'
 BN0768'MADE 1 HOUR SEARCH IN FREEZING RAIN.  BRUSH CLEARING IN
 BN0768'AREA OF BOTH STATION AND AZIMUTH HAS PROBABLY DESTROYED
 BN0768'BOTH CONCRETE POST WAS NOT FOUND AT STATION SITE NO ATTEMPT
 BN0768'WAS MADE TO RECOVER UNDER GROUND MARK.  AZIMARK MAY ONLY
 BN0768'BE BURIED.
 BN0768'
 BN0768'DESCRIPTIONS OK-NO WITNESS POST RECOVERED
 BN0768
 BN0768                          STATION RECOVERY (1974)
 BN0768
 BN0768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (CHS)
 BN0768'STATION MARK AND AZIMUTH MARK ARE BELIEVED TO HAVE BEEN
 BN0768'DESTROYED BY LAND CLEARING OPERATIONS.  R.M.S 1 AND 2 WERE
 BN0768'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0700 ***********************************************************************
 EN0700  DESIGNATION -  CEDAR
 EN0700  PID         -  EN0700
 EN0700  STATE/COUNTY-  TX/COTTLE
 EN0700  USGS QUAD   -  SWEARINGEN (1981)
 EN0700
 EN0700                         *CURRENT SURVEY CONTROL
 EN0700  ___________________________________________________________________
 EN0700* NAD 83(1993)-  34 14 07.33749(N)    100 13 20.36202(W)     ADJUSTED  
 EN0700* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 EN0700  ___________________________________________________________________
 EN0700  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 EN0700  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EN0700
 EN0700  HORZ ORDER  -  SECOND
 EN0700
 EN0700.The horizontal coordinates were established by classical geodetic methods
 EN0700.and adjusted by the National Geodetic Survey in February 1996..
 EN0700
 EN0700.The orthometric height was scaled from a topographic map.
 EN0700
 EN0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0700
 EN0700.The geoid height was determined by GEOID03.
 EN0700
 EN0700;                    North         East     Units Scale Factor Converg.
 EN0700;SPC TXNC     - 2,286,167.452   441,317.240   MT  1.00008603   -0 56 21.6
 EN0700;SPC TXNC     - 7,500,534.38  1,447,888.31   sFT  1.00008603   -0 56 21.6
 EN0700;UTM  14      - 3,788,929.606   387,430.266   MT  0.99975620   -0 41 15.9
 EN0700
 EN0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0700!SPC TXNC     -   0.99991821  x   1.00008603  =   1.00000423
 EN0700!UTM  14      -   0.99991821  x   0.99975620  =   0.99967443
 EN0700
 EN0700|---------------------------------------------------------------------|
 EN0700| PID    Reference Object                     Distance      Geod. Az  |
 EN0700|                                                           dddmmss.s |
 EN0700| CX6881 CEDAR RM 1                           11.226 METERS 14702     |
 EN0700| CX6880 CEDAR AZ MK                                        1992424.4 |
 EN0700| CX6882 CEDAR RM 2                           12.234 METERS 32625     |
 EN0700|---------------------------------------------------------------------|
 EN0700
 EN0700                          SUPERSEDED SURVEY CONTROL
 EN0700
 EN0700  NAD 83(1993)-  34 14 07.33815(N)    100 13 20.36187(W) AD(       ) 2
 EN0700  NAD 83(1986)-  34 14 07.34293(N)    100 13 20.35432(W) AD(       ) 2
 EN0700  NAD 27      -  34 14 07.09296(N)    100 13 18.95020(W) AD(       ) 2
 EN0700
 EN0700.Superseded values are not recommended for survey control.
 EN0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0700.See file dsdata.txt to determine how the superseded data were derived.
 EN0700
 EN0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8743088930(NAD 83)
 EN0700_MARKER: DS = TRIANGULATION STATION DISK
 EN0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0700
 EN0700  HISTORY     - Date     Condition        Report By
 EN0700  HISTORY     - 1967     MONUMENTED       CGS
 EN0700
 EN0700                          STATION DESCRIPTION
 EN0700
 EN0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0700'THE STATION IS ABOUT 13-1/2 MILES SOUTH OF CHILDRESS, 4-3/4 MILES
 EN0700'EAST OF U.S. HIGHWAY 83-62, ON A PROMINENT, CEDAR COVERED HILL WHICH
 EN0700'IS SITUATED ABOUT MIDWAY BETWEEN THE MIDDLE PEASE AND NORTH PEASE
 EN0700'RIVER AND ON RANCH LAND OWNED BY GOSH OLIVER.
 EN0700'
 EN0700'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287, 83 AND
 EN0700'62 IN THE WEST EDGE OF CHILDRESS, GO SOUTH ON U.S HIGHWAY 83-62
 EN0700'FOR 12.15 MILES TO A BRIDGE OVER THE NORTH PEASE RIVER.  CONTINUE
 EN0700'SOUTH ON U.S. HIGHWAY 83-62 FOR 1.85 MILES TO A PAVED FORK (OLD
 EN0700'ROUTE OF HIGHWAY).  TAKE THE LEFT FORK AND GO SOUTH ON THE OLD
 EN0700'HIGHWAY ROUTE FOR 0.95 MILE TO A ROAD ON THE LEFT LEADING EAST
 EN0700'AND A GATE.  TURN LEFT, PASSING THROUGH THE GATE AND GO EAST FOR
 EN0700'0.5 MILE TO A LOCKED GATE.  PASS THROUGH THE GATE AND GO EAST
 EN0700'AND SOUTHEAST ON THE MAIN BLADED ROAD FOR 1.7 MILES TO A
 EN0700'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH AND EAST ON THE
 EN0700'BLADED ROAD FOR 2.2 MILES TO A FORK.  TAKE THE LEFT FORK AND
 EN0700'GO EASTERLY FOR 0.55 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 EN0700'GO 0.05 MILE TO A GATE AND THE AZIMUTH MARK ON THE RIGHT.
 EN0700'PASS THROUGH THE GATE AND GO NORTHERLY FOR 0.2 MILE TO A FORK.
 EN0700'KEEP THE LEFT FORK AND CONTINUE NORTHERLY FOR 0.25 MILE TO
 EN0700'A REVERSE FORK ON THE RIGHT, ABOUT 100 FEET SOUTH OF A BOARD
 EN0700'GATE.  TURN RIGHT ON THE REVERSE FORK AND GO SOUTH FOR 0.1 MILE
 EN0700'TO THE FOOT OF A SMALL HILL.  AT THIS POINT TURN RIGHT AND GO WEST
 EN0700'FOR 0.05 MILE TO THE TOP OF THE HILL AND THE STATION.  A 4-WHEEL
 EN0700'DRIVE VEHICLE IS REQUIRED FOR THE LAST 0.05 MILE.
 EN0700'
 EN0700'THE STATION MARK IS A STANDARD DISK, STAMPED CEDAR 1967, SET IN THE
 EN0700'TOP OF A ROUND CONCRETE POST, THAT PROJECTS 5 INCHES ABOVE THE
 EN0700'GROUND.  IT IS 12.2 FEET NORTHWEST OF A WITNESS POST AND 10 FEET
 EN0700'WEST OF THE EAST EDGE OF THE HILL.
 EN0700'
 EN0700'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR NO 1 1967, SET
 EN0700'IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS 6 INCHES ABOVE
 EN0700'THE GROUND.  IT IS 14.5 FEET WEST OF THE EAST EDGE OF THE HILL AND
 EN0700'ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 EN0700'
 EN0700'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR NO 2 1967, SET
 EN0700'IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS 3 INCHES ABOVE
 EN0700'THE GROUND.  IT IS 13 FEET WEST OF THE EAST EDGE OF THE HILL AND
 EN0700'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 EN0700'
 EN0700'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CEDAR 1967, SET IN
 EN0700'THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS 4 INCHES ABOVE THE
 EN0700'GROUND.  IT IS 10 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.8
 EN0700'FEET EAST OF A FENCE AND 4.8 FEET NORTH OF A WITNESS POST.
 EN0700'
 EN0700'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 EN0700'OBSTRUCTIONS.
 EN0700'
 EN0700'THE UNDERGROUND MARK IS SET 37 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2621 ***********************************************************************
 CS2621  DESIGNATION -  CEDAR
 CS2621  PID         -  CS2621
 CS2621  STATE/COUNTY-  TX/HENDERSON
 CS2621  USGS QUAD   -  TOOL (1981)
 CS2621
 CS2621                         *CURRENT SURVEY CONTROL
 CS2621  ___________________________________________________________________
 CS2621* NAD 83(1993)-  32 20 26.95935(N)    096 11 44.71293(W)     ADJUSTED  
 CS2621* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 CS2621  ___________________________________________________________________
 CS2621  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CS2621  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS2621
 CS2621  HORZ ORDER  -  SECOND
 CS2621
 CS2621.The horizontal coordinates were established by classical geodetic methods
 CS2621.and adjusted by the National Geodetic Survey in February 1996..
 CS2621
 CS2621.The orthometric height was scaled from a topographic map.
 CS2621
 CS2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2621
 CS2621.The geoid height was determined by GEOID03.
 CS2621
 CS2621;                    North         East     Units Scale Factor Converg.
 CS2621;SPC TXNC     - 2,077,137.091   816,897.754   MT  0.99994900   +1 15 24.2
 CS2621;SPC TXNC     - 6,814,740.61  2,680,105.38   sFT  0.99994900   +1 15 24.2
 CS2621;UTM  14      - 3,581,671.214   763,936.981   MT  1.00045915   +1 30 03.6
 CS2621
 CS2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2621!SPC TXNC     -   0.99998750  x   0.99994900  =   0.99993650
 CS2621!UTM  14      -   0.99998750  x   1.00045915  =   1.00044665
 CS2621
 CS2621:                Primary Azimuth Mark                     Grid Az
 CS2621:SPC TXNC     -  Z 390                                    178 22 46.1
 CS2621:UTM  14      -  Z 390                                    178 08 06.7
 CS2621
 CS2621|---------------------------------------------------------------------|
 CS2621| PID    Reference Object                     Distance      Geod. Az  |
 CS2621|                                                           dddmmss.s |
 CS2621| CS0456 Z 390                                              1793810.3 |
 CS2621| CS2623 PTS 47 F USGS 1947                   26.045 METERS 22521     |
 CS2621| CX9173 CEDAR RM 1                           22.501 METERS 30946     |
 CS2621|---------------------------------------------------------------------|
 CS2621
 CS2621                          SUPERSEDED SURVEY CONTROL
 CS2621
 CS2621  NAD 83(1986)-  32 20 26.96698(N)    096 11 44.69675(W) AD(       ) 2
 CS2621  NAD 27      -  32 20 26.45000(N)    096 11 43.78700(W) AD(       ) 2
 CS2621
 CS2621.Superseded values are not recommended for survey control.
 CS2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2621.See file dsdata.txt to determine how the superseded data were derived.
 CS2621
 CS2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6393781671(NAD 83)
 CS2621_MARKER: DS = TRIANGULATION STATION DISK
 CS2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2621
 CS2621  HISTORY     - Date     Condition        Report By
 CS2621  HISTORY     - 1947     MONUMENTED       CGS
 CS2621  HISTORY     - 1958     GOOD             USGS
 CS2621  HISTORY     - 1966     GOOD             CGS
 CS2621
 CS2621                          STATION DESCRIPTION
 CS2621
 CS2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2621'THE STATION IS ABOUT 6.5 MILES SOUTH-SOUTHEAST OF KEMP, 5.5
 CS2621'MILES WEST-SOUTHWEST OF MABANK, AND 0.5 MILE SOUTHWEST OF
 CS2621'CEDAR CREEK.  IT IS IN THE SOUTHWEST CORNER OF A CULTIVATED
 CS2621'FIELD, 64 FEET SOUTHEAST OF A LARGE OAK TREE, 36 FEET SOUTH
 CS2621'OF THE CENTER OF A GRADED ROAD, 11.5 FEET SOUTH OF A FENCE LINE,
 CS2621'AND 10.5 FEET SOUTH OF A REFERENCE POST.  IT PROJECTS 2 INCHES
 CS2621'AND IS STAMPED CEDAR 1947.
 CS2621'
 CS2621'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF A FIELD IN A
 CS2621'FENCE LINE AND 20 FEET WEST OF THE CENTER OF A GRADED ROAD.
 CS2621'IT PROJECTS 8 INCHES AND IS STAMPED CEDAR NO 1 1947.
 CS2621'
 CS2621'USGS BM F 47 (REFERENCE MARK NO. 2) IS A STANDARD USGS BM
 CS2621'DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT
 CS2621'PROJECTS 10 INCHES, AND IS 26 FEET WEST OF A LARGE OAK TREE
 CS2621'AND 20 FEET NORTH OF A FENCE CORNER.  IT IS STAMPED PRIM TRAV
 CS2621'STA NO F 47 1924.
 CS2621'
 CS2621'USC AND GS BM Z 390 1947 (AZIMUTH MARK) IS A STANDARD USC AND GS
 CS2621'BM DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 CS2621'PROJECTS 2 INCHES.  IT IS 82 FEET SOUTH-SOUTHEAST OF THE CENTER
 CS2621'OF INTERSECTION OF A CROSSROAD, 67 FEET EAST OF THE CENTER
 CS2621'OF A GRADED ROAD, 18 FEET SOUTHEAST OF A WIRE FENCE, AND
 CS2621'2.8 FEET NORTH OF A REFERENCE POST.  IT IS STAMPED Z 390
 CS2621'1947.
 CS2621'
 CS2621'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN MABANK, GO
 CS2621'SOUTH, CROSSING RAILROAD TRACKS, ON GRADED ROAD FOR 2.3 MILES
 CS2621'TO A T INTERSECTION, TURN RIGHT, WEST, AND GO 4.85 MILES TO
 CS2621'A CROSSROAD*.  TURN RIGHT, NORTH, AND GO 1 MILE TO THE STATION
 CS2621'ON THE RIGHT AS DESCRIBED.
 CS2621'
 CS2621'*USC AND GS BM Z 390 1947 (AZIMUTH MARK) IS ON THE LEFT AS
 CS2621'DESCRIBED ABOVE.
 CS2621'
 CS2621'A 100 FOOT SIGNAL AT CONEY IS VISIBLE AT 37 FEET.
 CS2621'
 CS2621'A 100 FOOT SIGNAL AT TOOL IS VISIBLE AT 37 FEET.
 CS2621'
 CS2621'AN 87 FOOT SIGNAL AT LACY IS VISIBLE AT 37 FEET.
 CS2621'
 CS2621'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2621
 CS2621                          STATION RECOVERY (1958)
 CS2621
 CS2621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2621'STATION IS ABOUT 6.5 MILES SSE OF KEMP, 5.5 MILES WSW OF
 CS2621'MABANK, AND 0.5 MILE SW OF CEDAR CREEK, ABOUT 0.1 MILE NORTH
 CS2621'OF A FARMHOUSE, 66 FEET NE OF A LARGE OAK TREE IN THE ROAD,
 CS2621'88 FEET NORTH OF A FENCELINE EAST, 38 FEET EAST OF THE
 CS2621'CENTERLINE OF A NORTH-SOUTH GRADED ROAD.  IT PROJECTS 1 INCH
 CS2621'AND IS STAMPED CEDAR 1947.
 CS2621
 CS2621                          STATION RECOVERY (1966)
 CS2621
 CS2621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WSS)
 CS2621'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 CS2621'MARK WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2808 ***********************************************************************
 CS2808  DESIGNATION -  CEDAR
 CS2808  PID         -  CS2808
 CS2808  STATE/COUNTY-  TX/DALLAS
 CS2808  USGS QUAD   -  CEDAR HILL (1982)
 CS2808
 CS2808                         *CURRENT SURVEY CONTROL
 CS2808  ___________________________________________________________________
 CS2808* NAD 83(1993)-  32 36 17.05152(N)    096 55 48.56968(W)     ADJUSTED  
 CS2808* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 CS2808  ___________________________________________________________________
 CS2808  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 CS2808  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CS2808
 CS2808  HORZ ORDER  -  SECOND
 CS2808
 CS2808.The horizontal coordinates were established by classical geodetic methods
 CS2808.and adjusted by the National Geodetic Survey in February 1996..
 CS2808
 CS2808.The orthometric height was scaled from a topographic map.
 CS2808
 CS2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2808
 CS2808.The geoid height was determined by GEOID03.
 CS2808
 CS2808;                    North         East     Units Scale Factor Converg.
 CS2808;SPC TXNC     - 2,105,123.761   747,337.608   MT  0.99990284   +0 51 22.3
 CS2808;SPC TXNC     - 6,906,560.21  2,451,890.14   sFT  0.99990284   +0 51 22.3
 CS2808;UTM  14      - 3,609,360.332   694,231.387   MT  1.00006522   +1 06 56.4
 CS2808
 CS2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2808!SPC TXNC     -   0.99996716  x   0.99990284  =   0.99987000
 CS2808!UTM  14      -   0.99996716  x   1.00006522  =   1.00003238
 CS2808
 CS2808|---------------------------------------------------------------------|
 CS2808| PID    Reference Object                     Distance      Geod. Az  |
 CS2808|                                                           dddmmss.s |
 CS2808| CX9175 CEDAR RM 1                           23.170 METERS 04403     |
 CS2808| CX9174 CEDAR AZ MK                                        2271759.2 |
 CS2808| CX9176 CEDAR RM 2                           36.739 METERS 30944     |
 CS2808|---------------------------------------------------------------------|
 CS2808
 CS2808                          SUPERSEDED SURVEY CONTROL
 CS2808
 CS2808  NAD 83(1986)-  32 36 17.05757(N)    096 55 48.55140(W) AD(       ) 2
 CS2808  NAD 27      -  32 36 16.57000(N)    096 55 47.53900(W) AD(       ) 2
 CS2808
 CS2808.Superseded values are not recommended for survey control.
 CS2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2808.See file dsdata.txt to determine how the superseded data were derived.
 CS2808
 CS2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9423109360(NAD 83)
 CS2808_MARKER: DS = TRIANGULATION STATION DISK
 CS2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2808+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 CS2808
 CS2808  HISTORY     - Date     Condition        Report By
 CS2808  HISTORY     - 1947     MONUMENTED       CGS
 CS2808  HISTORY     - 1959     GOOD             CGS
 CS2808  HISTORY     - 1960     GOOD             CGS
 CS2808  HISTORY     - 1963     GOOD             CGS
 CS2808  HISTORY     - 1983     GOOD             TXHD
 CS2808  HISTORY     - 20030512 GOOD             TX1730
 CS2808
 CS2808                          STATION DESCRIPTION
 CS2808
 CS2808'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS2808'THE STATION IS LOCATED ON A LOW HILL, ON THE SOUTHEAST EDGE
 CS2808'OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 67 AND ABOUT 2 MILES
 CS2808'NORTHEAST OF CEDAR HILL.  IT IS 55 FEET FROM THE CENTER OF
 CS2808'THE ROAD, 35 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER,
 CS2808'5 FEET WEST OF A WITNESS POST AND 4 FEET NORTHWEST OF A
 CS2808'FENCE LINE.  IT IS STAMPED CEDAR 1947 AND IS SET FLUSH WITH
 CS2808'THE GROUND.
 CS2808'
 CS2808'REFERENCE MARK NO. 1 IS 1 FOOT NORTHWEST OF FENCE LINE AND
 CS2808'60 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY.  IT IS STAMPED
 CS2808'CEDAR NO. 1 1947 AND PROJECTS 6 INCHES.
 CS2808'
 CS2808'REFERENCE MARK NO. 2 IS DIRECTLY ACROSS THE HIGHWAY FROM
 CS2808'THE STATION AND 60 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY.
 CS2808'IT IS STAMPED CEDAR NO. 2 1947 AND PROJECTS 6 INCHES.
 CS2808'
 CS2808'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF STATION, 60
 CS2808'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 100 FEET NORTH
 CS2808'OF THE HIGHEST POINT OF KNOLL, 1 FOOT EAST OF FENCE LINE AND
 CS2808'3 FEET NORTH OF A WITNESS POST.
 CS2808'
 CS2808'IT IS STAMPED CEDAR 1947 AND PROJECTS 6 INCHES.
 CS2808'
 CS2808'TO REACH FROM CEDAR HILL, GO EAST 1.0 MILE TO U.S. HIGHWAY
 CS2808'67.  TURN LEFT AND GO NORTHEAST 1.1 MILE TO THE AZIMUTH MARK.
 CS2808'CONTINUE 0.3 MILE TO A CROSS ROAD AND THE STATION ON THE
 CS2808'RIGHT AS DESCRIBED.
 CS2808'
 CS2808'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS2808
 CS2808                          STATION RECOVERY (1959)
 CS2808
 CS2808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2808'STATION, 2 REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CS2808'IN GOOD CONDITION, AS DESCRIBED.  THE STATION IS ABOUT 50
 CS2808'YARDS NORTHEAST OF THE CENTERLINE OF PLEASANT RUN ROAD AND 3
 CS2808'FEET NORTHWEST OF THE EAST RIGHT-OF-WAY LINE AND A POLE LINE
 CS2808'ALONG THE EAST SIDE OF HIGHWAY U.S. NO. 67.  IT IS 11 YARDS
 CS2808'NORTHEAST OF A FENCE CORNER, A POWER POLE AND A HIGHWAY R.O.W.
 CS2808'POST AND 40 FEET WEST OF THE WEST CORNER OF A SMALL CONCRETE
 CS2808'BLOCK BUILDING.  IT IS ABOUT 2 INCHES BELOW THE SURFACE.
 CS2808'
 CS2808'R.M. NO. 1 IS IN THE FROM YARD OF THE NORTH ONE OF TWO CONCRETE
 CS2808'BLOCK BUILDINGS AND PROJECTS ABOUT 2 INCHES.
 CS2808'
 CS2808'THE AZIMUTH MARK AND REFERENCE MARK NO. 2 ARE AS DESCRIBED.
 CS2808
 CS2808                          STATION RECOVERY (1960)
 CS2808
 CS2808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2808'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2808'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2808'TO STATION SITE ARE CORRECT.
 CS2808
 CS2808                          STATION RECOVERY (1963)
 CS2808
 CS2808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2808'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CS2808'MARK WERE RECOVERED IN GOOD CONDITION.  THE CORNER OF REFERENCE
 CS2808'MARK NO. 2 CONCRETE POST HAS BEEN BROKEN OFF BUT THE MARK
 CS2808'IS SOLID IN THE GROUND.  THE DESCRIPTION IS ADEQUATE FOR
 CS2808'RECOVERY.
 CS2808'
 CS2808'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 CS2808'67 AND LOOP 12 SOUTH OF DALLAS, BY GOING SOUTH ON U.S. HIGHWAY
 CS2808'67 FOR 7.85 MILES TO PLEASANT RUND ROAD AND THE STATION.
 CS2808'TO REACH THE AZIMUTH CONTINUE ON THE HIGHWAY 0.3 MILE TO
 CS2808'MARK ON THE RIGHT.
 CS2808
 CS2808                          STATION RECOVERY (1983)
 CS2808
 CS2808'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1983 (CLJ)
 CS2808'CEDAR 1947 RECOVERED IN GOOD CONDITION.  BRASS PLATE IS VISIBLE IN
 CS2808'HOLE IN CONCRETE DRIVEWAY FOR A CAR WASH.  1963 DESCRIPTION IS
 CS2808'IS ADEQUATE FOR LOCATING STATION SITE.
 CS2808'
 CS2808'RM NO. 1 BRASS PLATE IS MISSING, BUT MONUMENT IS SOLTD.
 CS2808'
 CS2808'RM NO. 2 AND AZ MK. NOT FOUND.
 CS2808
 CS2808                          STATION RECOVERY (2003)
 CS2808
 CS2808'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS2808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0827 ***********************************************************************
 EN0827  DESIGNATION -  CEDAR
 EN0827  PID         -  EN0827
 EN0827  STATE/COUNTY-  TX/FLOYD
 EN0827  USGS QUAD   -  WILSON CREEK (1967)
 EN0827
 EN0827                         *CURRENT SURVEY CONTROL
 EN0827  ___________________________________________________________________
 EN0827* NAD 83(1993)-  34 08 36.18580(N)    101 11 29.42883(W)     ADJUSTED  
 EN0827* NAVD 88     -       961.     (meters)    3153.     (feet)  SCALED    
 EN0827  ___________________________________________________________________
 EN0827  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 EN0827  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EN0827
 EN0827  HORZ ORDER  -  SECOND
 EN0827
 EN0827.The horizontal coordinates were established by classical geodetic methods
 EN0827.and adjusted by the National Geodetic Survey in February 1996..
 EN0827
 EN0827.The orthometric height was scaled from a topographic map.
 EN0827
 EN0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0827
 EN0827.The geoid height was determined by GEOID03.
 EN0827
 EN0827;                    North         East     Units Scale Factor Converg.
 EN0827;SPC TXNC     - 2,277,842.181   351,777.909   MT  1.00005408   -1 28 04.6
 EN0827;SPC TXNC     - 7,473,220.56  1,154,124.69   sFT  1.00005408   -1 28 04.6
 EN0827;UTM  14      - 3,780,223.920   297,941.285   MT  1.00010330   -1 13 49.6
 EN0827
 EN0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0827!SPC TXNC     -   0.99985339  x   1.00005408  =   0.99990746
 EN0827!UTM  14      -   0.99985339  x   1.00010330  =   0.99995667
 EN0827
 EN0827|---------------------------------------------------------------------|
 EN0827| PID    Reference Object                     Distance      Geod. Az  |
 EN0827|                                                           dddmmss.s |
 EN0827| CJ6849 CEDAR RM 1                           23.561 METERS 16816     |
 EN0827| CJ6848 CEDAR AZ MK                                        2724339.1 |
 EN0827| CJ6850 CEDAR RM 2                           21.013 METERS 27957     |
 EN0827|---------------------------------------------------------------------|
 EN0827
 EN0827                          SUPERSEDED SURVEY CONTROL
 EN0827
 EN0827  NAD 83(1993)-  34 08 36.18781(N)    101 11 29.42655(W) AD(       ) 2
 EN0827  NAD 83(1986)-  34 08 36.19154(N)    101 11 29.42313(W) AD(       ) 2
 EN0827  NAD 27      -  34 08 35.92911(N)    101 11 27.87533(W) AD(       ) 2
 EN0827
 EN0827.Superseded values are not recommended for survey control.
 EN0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0827.See file dsdata.txt to determine how the superseded data were derived.
 EN0827
 EN0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9794180224(NAD 83)
 EN0827_MARKER: DS = TRIANGULATION STATION DISK
 EN0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0827
 EN0827  HISTORY     - Date     Condition        Report By
 EN0827  HISTORY     - 1964     MONUMENTED       CGS
 EN0827
 EN0827                          STATION DESCRIPTION
 EN0827
 EN0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0827'THE STATION IS ABOUT 14-1/2 MILES EAST OF LOCKNEY, 14 MILES
 EN0827'NORTHEAST OF FLOYDADA, 3/4 MILE EAST OF CEDAR HILL AND ON LAND OWNED
 EN0827'BY FRANCIS LEMONS.
 EN0827'
 EN0827'TO REACH THE STATION FROM THE CROSSROAD AND GROCERY STORE IN CEDAR
 EN0827'HILL, GO EAST ON FARM ROAD 97 FOR 0.45 MILE TO THE AZIMUTH MARK ON
 EN0827'THE LEFT.  CONTINUE EAST ON FARM ROAD 97 FOR 0.3 MILE TO THE
 EN0827'STATION AND AN ABANDONED RANCH HOUSE ON THE RIGHT.
 EN0827'
 EN0827'THE STATION MARK IS A STANDARD DISK, STAMPED CEDAR 1964, SET IN THE
 EN0827'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 EN0827'53.6 FEET SOUTH OF THE CENTERLINE OF THE FARM ROAD, 22.0 FEET
 EN0827'SOUTHWEST OF A FENCE CORNER POST, 110.9 FEET SOUTHEAST OF A
 EN0827'POWERLINE POLE, 55.5 FEET WEST OF THE CENTERLINE OF A DRIVEWAY
 EN0827'LEADING TO THE HOUSE AND 4.1 FEET NORTHWEST OF A WITNESS POST.
 EN0827'
 EN0827'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR NO 1 1964, SET
 EN0827'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 EN0827'IT IS 1.0 FEET WEST OF A NORTH-SOUTH FENCE, 37.5 FEET WEST OF THE
 EN0827'CENTERLINE OF THE DRIVEWAY, 41.8 FEET NORTH OF A NORTH GATE POST
 EN0827'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0827'
 EN0827'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR NO 2 1964, SET
 EN0827'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EN0827'IT IS 41.2 FEET SOUTH OF THE CENTERLINE OF THE FARM ROAD, 1.0 FEET
 EN0827'SOUTH OF AN EAST-WEST FENCE, 82.0 FEET SOUTH OF A POWERLINE POLE
 EN0827'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0827'
 EN0827'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CEDAR 1964, SET IN THE
 EN0827'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 EN0827'ABOUT 150 FEET NORTH OF A RANCH HOUSE ON THE SOUTH SIDE OF THE
 EN0827'ROAD, ABOUT 200 FEET WEST-SOUTHWEST OF A RANCH HOUSE ON THE NORTH
 EN0827'SIDE OF THE ROAD, 40.2 FEET NORTH OF THE CENTERLINE OF THE FARM
 EN0827'ROAD, 2.9 FEET WEST OF A WITNESS POST AND 2.0 FEET EAST OF A
 EN0827'POWERLINE POLE.
 EN0827'
 EN0827'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0874 ***********************************************************************
 FM0874  DESIGNATION -  CEDAR
 FM0874  PID         -  FM0874
 FM0874  STATE/COUNTY-  TX/OLDHAM
 FM0874  USGS QUAD   -  TORREY HOUSE (1971)
 FM0874
 FM0874                         *CURRENT SURVEY CONTROL
 FM0874  ___________________________________________________________________
 FM0874* NAD 83(1993)-  35 35 54.09027(N)    102 27 39.04782(W)     ADJUSTED  
 FM0874* NAVD 88     -      1094.     (meters)    3589.     (feet)  VERTCON   
 FM0874  ___________________________________________________________________
 FM0874  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 FM0874  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FM0874
 FM0874  HORZ ORDER  -  SECOND
 FM0874
 FM0874.The horizontal coordinates were established by classical geodetic methods
 FM0874.and adjusted by the National Geodetic Survey in February 1996..
 FM0874
 FM0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0874
 FM0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0874
 FM0874.The geoid height was determined by GEOID03.
 FM0874
 FM0874;                    North         East     Units Scale Factor Converg.
 FM0874;SPC TX N     - 1,177,740.185   112,938.074   MT  0.99991582   -0 33 24.6
 FM0874;SPC TX N     - 3,863,969.26    370,531.00   sFT  0.99991582   -0 33 24.6
 FM0874;UTM  13      - 3,942,370.127   730,027.099   MT  1.00025208   +1 28 43.3
 FM0874
 FM0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0874!SPC TX N     -   0.99983237  x   0.99991582  =   0.99974820
 FM0874!UTM  13      -   0.99983237  x   1.00025208  =   1.00008440
 FM0874
 FM0874|---------------------------------------------------------------------|
 FM0874| PID    Reference Object                     Distance      Geod. Az  |
 FM0874|                                                           dddmmss.s |
 FM0874| CJ6846 CEDAR RM 1                            6.955 METERS 01255     |
 FM0874| FM0869 CHANNING SW PUB SER CO TANK         APPROX.15.3 KM 0494803.6 |
 FM0874| CJ6847 CEDAR RM 2                            7.181 METERS 26619     |
 FM0874| CJ6845 CEDAR AZ MK                                        2941704.6 |
 FM0874|---------------------------------------------------------------------|
 FM0874
 FM0874                          SUPERSEDED SURVEY CONTROL
 FM0874
 FM0874  NAD 83(1993)-  35 35 54.09131(N)    102 27 39.04483(W) AD(       ) 2
 FM0874  NAD 83(1993)-  35 35 54.09818(N)    102 27 39.03874(W) AD(       ) 2
 FM0874  NAD 83(1986)-  35 35 54.09810(N)    102 27 39.03884(W) AD(       ) 2
 FM0874  NAD 27      -  35 35 53.93900(N)    102 27 37.31000(W) AD(       ) 2
 FM0874  NGVD 29 (07/19/86) 1093.     (m)         3586.     (f) VERT ANG       
 FM0874
 FM0874.Superseded values are not recommended for survey control.
 FM0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0874.See file dsdata.txt to determine how the superseded data were derived.
 FM0874
 FM0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3002742370(NAD 83)
 FM0874_MARKER: DS = TRIANGULATION STATION DISK
 FM0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0874
 FM0874  HISTORY     - Date     Condition        Report By
 FM0874  HISTORY     - 1953     MONUMENTED       CGS
 FM0874
 FM0874                          STATION DESCRIPTION
 FM0874
 FM0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0874'THE STATION IS LOCATED ON THE EAST END OF A HIGH FLAT BENCH
 FM0874'IN SOME PASTURE LAND THAT IS ABOUT 4 MILES NORTH OF THE
 FM0874'CANADIAN RIVER.  IT IS ABOUT 9 MILES AIRLINE SOUTHWEST OF
 FM0874'CHANNING, ABOUT 14 MILES AIRLINE WEST-NORTHWEST OF BOYS RANCH.
 FM0874'
 FM0874'THE STATION IS A STANDARD DISK STAMPED CEDAR 1953 AND SET
 FM0874'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FM0874'2 INCHES.  IT IS 27 FEET WEST OF THE EAST EDGE OF THE
 FM0874'BENCH AND 6-1/2 FEET NORTHEAST OF A WHITE WITNESS POST.
 FM0874'
 FM0874'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CEDAR
 FM0874'NO 1 1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FM0874'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 18 FEET WEST OF THE
 FM0874'EAST EDGE OF THE BENCH AND ABOUT THE SAME ELEVATION AS THE
 FM0874'STATION.
 FM0874'
 FM0874'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CEDAR NO 2
 FM0874'1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FM0874'THAT PROJECTS 2 INCHES.  IT IS 18 FEET WEST OF THE WITNESS
 FM0874'POST AND ABOUT THE SAME ELEVTION AS THE STATION.
 FM0874'
 FM0874'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CEDAR 1953 AND SET
 FM0874'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FM0874'2 INCHES.  IT IS 10 FEET EAST OF THE CENTER LINE OF A BLADED
 FM0874'DIRT ROAD, 4 FEET EAST OF A GATE POST, AND 1-1/2 FEET SOUTH OF
 FM0874'A WIRE FENCE.  TO REACH THE MARK FROM THE STATION GO
 FM0874'SOUTHWEST, CROSS COUNTRY, FOR 0.2 MILE TO A BLADED DIRT ROAD.
 FM0874'TURN RIGHT, WEST, AND GO 1.0 MILE TO A FORK.  TAKE THE RIGHT
 FM0874'FORK FOR 0.15 MILE TO A GATE AND THE MARK ON THE RIGHT.
 FM0874'
 FM0874'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51,
 FM0874'767, AND 354 IN CHANNING GO WEST ON STATE HIGHWAY 767 FOR 11.3
 FM0874'MILES TO A CATTLE GUARD ON THE LEFT.  TURN LEFT, WEST AND
 FM0874'SOUTHWEST, ON THE BLADED ROAD FOR 1.7 MILES TO A FORK.  TAKE
 FM0874'THE LEFT FORK, SOUTH, AND GO 3.5 MILES TO A FORK JUST NORTH
 FM0874'OF A WINDMILL.  TAKE THE LEFT FORK, EAST, AND GO 0.45 MILE TO A
 FM0874'GATE.  PASS THROUGH THE GATE AND GO SOUTH FOR 0.15 MILE TO A
 FM0874'FORK.  TAKE THE LEFT FORK, EAST, AND GO 1.0 MILE TO THE TOP OF
 FM0874'A BENCH.  TURN LEFT, CROSS COUNTRY, AND GO 0.2 MILE TO THE
 FM0874'STATION AT THE EAST EDGE OF THE BENCH.
 FM0874'
 FM0874'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0817 ***********************************************************************
 BP0817  DESIGNATION -  CEDAR
 BP0817  PID         -  BP0817
 BP0817  STATE/COUNTY-  TX/PECOS
 BP0817  USGS QUAD   -  SHERBINO RANCH (1969)
 BP0817
 BP0817                         *CURRENT SURVEY CONTROL
 BP0817  ___________________________________________________________________
 BP0817* NAD 83(1993)-  30 46 03.52385(N)    102 10 24.36850(W)     ADJUSTED  
 BP0817* NAVD 88     -       951.6    (meters)    3122.     (feet)  VERTCON   
 BP0817  ___________________________________________________________________
 BP0817  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BP0817  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BP0817
 BP0817  HORZ ORDER  -  SECOND
 BP0817
 BP0817.The horizontal coordinates were established by classical geodetic methods
 BP0817.and adjusted by the National Geodetic Survey in February 1996..
 BP0817
 BP0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0817
 BP0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0817
 BP0817.The geoid height was determined by GEOID03.
 BP0817
 BP0817;                    North         East     Units Scale Factor Converg.
 BP0817;SPC TX C     - 3,123,505.821   523,865.126   MT  0.99989002   -0 56 51.9
 BP0817;SPC TX C     -10,247,702.01  1,718,714.17   sFT  0.99989002   -0 56 51.9
 BP0817;SPC TXSC     - 4,329,355.000   296,174.848   MT  1.00017587   -1 33 16.9
 BP0817;SPC TXSC     -14,203,892.20    971,700.31   sFT  1.00017587   -1 33 16.9
 BP0817;UTM  13      - 3,407,267.245   770,545.707   MT  1.00050302   +1 26 48.6
 BP0817
 BP0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0817!SPC TX C     -   0.99985422  x   0.99989002  =   0.99974426
 BP0817!SPC TXSC     -   0.99985422  x   1.00017587  =   1.00003007
 BP0817!UTM  13      -   0.99985422  x   1.00050302  =   1.00035717
 BP0817
 BP0817:                Primary Azimuth Mark                     Grid Az
 BP0817:SPC TX C     -  CEDAR AZ MK                              029 12 55.6
 BP0817:SPC TXSC     -  CEDAR AZ MK                              029 49 20.6
 BP0817:UTM  13      -  CEDAR AZ MK                              026 49 15.1
 BP0817
 BP0817|---------------------------------------------------------------------|
 BP0817| PID    Reference Object                     Distance      Geod. Az  |
 BP0817|                                                           dddmmss.s |
 BP0817| CH8563 CEDAR AZ MK                                        0281603.7 |
 BP0817| CH8564 CEDAR RM 1                           19.900 METERS 17655     |
 BP0817| CH8565 CEDAR RM 2                           25.234 METERS 27452     |
 BP0817|---------------------------------------------------------------------|
 BP0817
 BP0817                          SUPERSEDED SURVEY CONTROL
 BP0817
 BP0817  NAD 83(1986)-  30 46 03.52981(N)    102 10 24.36402(W) AD(       ) 2
 BP0817  NAD 27      -  30 46 02.94500(N)    102 10 22.88800(W) AD(       ) 2
 BP0817  NGVD 29 (07/19/86)  951.3    (m)         3121.     (f) VERT ANG       
 BP0817
 BP0817.Superseded values are not recommended for survey control.
 BP0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0817.See file dsdata.txt to determine how the superseded data were derived.
 BP0817
 BP0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ7054607267(NAD 83)
 BP0817_MARKER: DB = BENCH MARK DISK
 BP0817_SETTING: 80 = SET IN A BOULDER
 BP0817_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BP0817
 BP0817  HISTORY     - Date     Condition        Report By
 BP0817  HISTORY     - 1935     MONUMENTED       USGS
 BP0817  HISTORY     - 1935     GOOD             USGS
 BP0817
 BP0817                          STATION DESCRIPTION
 BP0817
 BP0817'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (WRP)
 BP0817'STATION IS ABOUT 21 MILES WNW OF SHEFFIELD, IN SECTION 37,
 BP0817'BLOCK C4, LOCATED ON THE TOP OF A HIGH CEDAR-COVERED RIDGE
 BP0817'11.2 MILES BY ROAD FROM U.S. HIGHWAY 290.  THE MARK IS A
 BP0817'STANDARD U.S.G.S. B.M. DISK SET IN A BOULDER.  THE MARK
 BP0817'IS NOT STAMPED.  THE MARK IS 107 FEET NW OF THE CENTER OF THE
 BP0817'ROAD.
 BP0817'
 BP0817'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 BP0817'IN CONCRETE.
 BP0817'
 BP0817'REFERENCE MARK NO. 1 IS S OF THE STATION.  THE MARK PROJECTS
 BP0817'6 INCHES.
 BP0817'
 BP0817'REFERENCE MARK NO. 2 IS W OF THE STATION.  THE MARK PROJECTS
 BP0817'6 INCHES.
 BP0817'
 BP0817'THE AZIMUTH MARK IS ABOUT 0.5 MILE NNE OF THE STATION.  IT
 BP0817'IS 16 FEET W OF A N AND S RANCH ROAD.  THE MARK PROJECTS 6
 BP0817'INCHES.
 BP0817'
 BP0817'THE STATION IS REACHED FROM SHEFFIELD BY GOING NORTHWESTERLY
 BP0817'FROM SHEFFIELD ON U.S. HIGHWAY 290 FOR 23.0 MILES TO THE
 BP0817'IRAAN ROAD.  CONTINUE ON U.S. HIGHWAY 290 FOR 9.1 MILES.
 BP0817'TURN OFF THE HIGHWAY TO THE LEFT AND GO SOUTHERLY ON A
 BP0817'BLADED ROAD 5.7 MILES.  TAKE THE LEFT FORK AND GO 3.3 MILES.
 BP0817'AT THE TOP OF THE MESA TAKE THE RIGHT FORK SOUTHWESTERLY 2.2
 BP0817'MILES TO THE STATION 107 FEET NW OF THE CENTER OF THE ROAD.
 BP0817'
 BP0817'A 15-FOOT STAND WAS ERECTED.
 BP0817
 BP0817                          STATION RECOVERY (1935)
 BP0817
 BP0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 BP0817'STATION MARK - STANDARD USGS TABLET SET IN BOULDER, NOT STAMPED.
 BP0817'
 BP0817'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1219 ***********************************************************************
 CT1219  DESIGNATION -  CEDAR
 CT1219  PID         -  CT1219
 CT1219  STATE/COUNTY-  TX/TAYLOR
 CT1219  USGS QUAD   -  BUFFALO GAP (1984)
 CT1219
 CT1219                         *CURRENT SURVEY CONTROL
 CT1219  ___________________________________________________________________
 CT1219* NAD 83(1993)-  32 17 25.87324(N)    099 47 32.43015(W)     ADJUSTED  
 CT1219* NAVD 88     -       714.3    (meters)    2343.     (feet)  VERTCON   
 CT1219  ___________________________________________________________________
 CT1219  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CT1219  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CT1219
 CT1219  HORZ ORDER  -  THIRD
 CT1219
 CT1219.The horizontal coordinates were established by classical geodetic methods
 CT1219.and adjusted by the National Geodetic Survey in February 1996..
 CT1219
 CT1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1219
 CT1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1219
 CT1219.The geoid height was determined by GEOID03.
 CT1219
 CT1219;                    North         East     Units Scale Factor Converg.
 CT1219;SPC TXNC     - 2,069,929.172   478,277.113   MT  0.99996017   -0 42 17.4
 CT1219;SPC TXNC     - 6,791,092.63  1,569,147.49   sFT  0.99996017   -0 42 17.4
 CT1219;UTM  14      - 3,572,914.008   425,395.008   MT  0.99966864   -0 25 23.9
 CT1219
 CT1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1219!SPC TXNC     -   0.99989209  x   0.99996017  =   0.99985226
 CT1219!UTM  14      -   0.99989209  x   0.99966864  =   0.99956077
 CT1219
 CT1219                          SUPERSEDED SURVEY CONTROL
 CT1219
 CT1219  NAD 83(1986)-  32 17 25.87921(N)    099 47 32.41873(W) AD(       ) 3
 CT1219  NGVD 29 (01/22/93)  714.1    (m)         2343.     (f) VERT ANG       
 CT1219
 CT1219.Superseded values are not recommended for survey control.
 CT1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1219.See file dsdata.txt to determine how the superseded data were derived.
 CT1219
 CT1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2539572914(NAD 83)
 CT1219_MARKER: DD = SURVEY DISK
 CT1219_SETTING: 66 = SET IN ROCK OUTCROP
 CT1219_SP_SET: SET IN BEDROCK
 CT1219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT1219+STABILITY: POSITION/ELEVATION WELL
 CT1219
 CT1219  HISTORY     - Date     Condition        Report By
 CT1219  HISTORY     - 1955     MONUMENTED       USGS
 CT1219
 CT1219                          STATION DESCRIPTION
 CT1219
 CT1219'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CT1219'STATION LOCATED ABOUT 5.5 MI. N. OF TUSCOLA, TEXAS, ON THE HIGHEST
 CT1219'AND MOST NORTHERN POINT OF CEDAR MTN.
 CT1219'
 CT1219'TO REACH FROM TUSCOLA, GO N. ON U.S. HIGHWAY 83 FOR 4.5 MI. TO
 CT1219'CROSSROADS, TURN LEFT ON COUNTY RD. FOR 2 MI., TURN RIGHT AT PRIVATE
 CT1219'DRIVE, PROCEED N. ON DRIVE TO LEFT TURN JUST E. OF HOUSE, GO STRAIGHT
 CT1219'AHEAD FOLLOWING FIELD RD., AND PROCEED ABOUT 2 MI. TO END OF RD. AT
 CT1219'FENCE, STATION LIES ON HIGHEST POINT OF WOODED TOP, ABOUT 3-MINUTE
 CT1219'WALK.
 CT1219'
 CT1219'STATION MARK--STANDARD CAP CEMENTED IN BEDROCK AND STAMPED---CEDAR
 CT1219'1955---.
 CT1219'
 CT1219'REFERENCE MARK NO. 1--CHISELED CROSS ON BEDROCK, 22.17 FT. FROM
 CT1219'STATION MARK BEARING N 53 14 E.
 CT1219'
 CT1219'REFERENCE MARK NO. 2--CHISELED CROSS ON BEDROCK, MARKED ---RM NO.
 CT1219'2---, 30.16 FT. FROM STATION BEARING S 24 22 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0838 ***********************************************************************
 CT0838  DESIGNATION -  CEDAR AZ MK
 CT0838  PID         -  CT0838
 CT0838  STATE/COUNTY-  TX/TAYLOR
 CT0838  USGS QUAD   -  BUFFALO GAP (1984)
 CT0838
 CT0838                         *CURRENT SURVEY CONTROL
 CT0838  ___________________________________________________________________
 CT0838* NAD 83(1986)-  32 18 28.     (N)    099 46 03.     (W)     SCALED    
 CT0838* NAVD 88     -       585.204  (meters)    1919.96   (feet)  ADJUSTED  
 CT0838  ___________________________________________________________________
 CT0838  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CT0838  DYNAMIC HT  -         584.439 (meters)    1917.45  (feet)  COMP
 CT0838  MODELED GRAV-     979,313.8   (mgal)                       NAVD 88
 CT0838
 CT0838  VERT ORDER  -  FIRST     CLASS II
 CT0838
 CT0838.The horizontal coordinates were scaled from a topographic map and have
 CT0838.an estimated accuracy of +/- 6 seconds.
 CT0838
 CT0838.The orthometric height was determined by differential leveling
 CT0838.and adjusted by the National Geodetic Survey in June 1991..
 CT0838
 CT0838.The geoid height was determined by GEOID03.
 CT0838
 CT0838.The dynamic height is computed by dividing the NAVD 88
 CT0838.geopotential number by the normal gravity value computed on the
 CT0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0838.degrees latitude (g = 980.6199 gals.).
 CT0838
 CT0838.The modeled gravity was interpolated from observed gravity values.
 CT0838
 CT0838;                    North         East    Units  Estimated Accuracy
 CT0838;SPC TXNC     - 2,071,810.      480,640.      MT  (+/- 180 meters Scaled)
 CT0838
 CT0838                          SUPERSEDED SURVEY CONTROL
 CT0838
 CT0838.No superseded survey control is available for this station.
 CT0838
 CT0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA277748(NAD 83)
 CT0838_MARKER: DZ = AZIMUTH MARK DISK
 CT0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0838_SP_SET: CONCRETE POST
 CT0838_STAMPING: CEDAR 1961
 CT0838_MARK LOGO: CGS   
 CT0838_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0838+STABILITY: SURFACE MOTION
 CT0838
 CT0838  HISTORY     - Date     Condition        Report By
 CT0838  HISTORY     - 1961     MONUMENTED       CGS
 CT0838  HISTORY     - 1982     GOOD             NGS
 CT0838
 CT0838                          STATION DESCRIPTION
 CT0838
 CT0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0838'18.0 KM (11.15 MI) SOUT FROM ABILENE.
 CT0838'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0838'STATION IN ABILENE, THENCE 5.3 KM (3.3 MI) SOUTHERLY ALONG THE
 CT0838'SOUTHERN PACIFIC RAILROAD, THENCE 10.7 KM (6.65 MI) SOUTHERLY ALONG
 CT0838'U.S. HIGHWAYS 83 AND 84, THENCE 1.0 KM (0.6 MI) WESTERLY ALONG A
 CT0838'GRAVELED ROAD, 0.3 KM (0.2 MI) WEST OF THE CROSSING OF THE SOUTHERN
 CT0838'PACIFIC RAILROAD, 20.0 METERS (65.6 FT) SOUTH OF THE CENTER OF THE
 CT0838'ROAD, 17.5 METERS (57.4 FT) WEST OF THE CENTER OF A DIRT ROAD LEADING
 CT0838'SOUTH, 13.9 METERS (45.6 FT) SOUTH OF A T-FENCE CORNER AND 0.3 METER
 CT0838'(1.0 FT) EAST OF A FENCE.
 CT0838'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 CT0838'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6164 ***********************************************************************
 AW6164  DESIGNATION -  CEDAR BAYOU CHANNEL LIGHT 14
 AW6164  PID         -  AW6164
 AW6164  STATE/COUNTY-  TX/HARRIS
 AW6164  USGS QUAD   -  MORGANS POINT (1993)
 AW6164
 AW6164                         *CURRENT SURVEY CONTROL
 AW6164  ___________________________________________________________________
 AW6164* NAD 83(1993)-  29 41 18.59648(N)    094 57 54.02358(W)     ADJUSTED  
 AW6164* NAVD 88     -                                                        
 AW6164  ___________________________________________________________________
 AW6164  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6164  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6164
 AW6164  HORZ ORDER  -  THIRD
 AW6164
 AW6164.The horizontal coordinates were established by classical geodetic methods
 AW6164.and adjusted by the National Geodetic Survey in February 1996..
 AW6164
 AW6164
 AW6164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6164
 AW6164.The geoid height was determined by GEOID03.
 AW6164
 AW6164;                    North         East     Units Scale Factor Converg.
 AW6164;SPC TXSC     - 4,212,338.031   990,408.178   MT  0.99988222   +1 58 36.5
 AW6164;SPC TXSC     -13,819,979.02  3,249,364.16   sFT  0.99988222   +1 58 36.5
 AW6164;UTM  15      - 3,285,884.517   309,871.452   MT  1.00004604   -0 58 24.7
 AW6164
 AW6164                          SUPERSEDED SURVEY CONTROL
 AW6164
 AW6164  NAD 83(1986)-  29 41 18.61270(N)    094 57 54.00470(W) AD(       ) 4
 AW6164  NAD 27      -  29 41 17.79809(N)    094 57 53.26953(W) AD(       ) 3
 AW6164
 AW6164.Superseded values are not recommended for survey control.
 AW6164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6164.See file dsdata.txt to determine how the superseded data were derived.
 AW6164
 AW6164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0987185885(NAD 83)
 AW6164_MARKER: 14 = NAVIGATION LIGHT
 AW6164
 AW6164  HISTORY     - Date     Condition        Report By
 AW6164  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6164  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6164  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6164
 AW6164                          STATION DESCRIPTION
 AW6164
 AW6164'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6164'LOCATED IN THE UPPER PART OF GALVESTON BAY, ABOUT 1 MILE
 AW6164'EAST OF THE HOUSTON SHIP CHANNEL, ABOUT 0.5 MILE NORTHEAST
 AW6164'OF THE NORTH END OF ATKINSON ISLAND.  THE LIGHT ATOP A RED
 AW6164'BOX ON DOLPHIN.  THE LIGHT WAS OBSERVED ON. NO. 7660 IN
 AW6164'1962 LIGHT LIST.
 AW6164
 AW6164                          STATION RECOVERY (1996)
 AW6164
 AW6164'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6164'MARK NOT FOUND.
 AW6164
 AW6164                          STATION RECOVERY (1997)
 AW6164
 AW6164'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6215 ***********************************************************************
 AW6215  DESIGNATION -  CEDAR BAYOU J M HUBER CORP TK
 AW6215  PID         -  AW6215
 AW6215  STATE/COUNTY-  TX/HARRIS
 AW6215  USGS QUAD   -  MONT BELVIEU (1994)
 AW6215
 AW6215                         *CURRENT SURVEY CONTROL
 AW6215  ___________________________________________________________________
 AW6215* NAD 83(1993)-  29 48 54.10474(N)    094 55 00.10581(W)     ADJUSTED  
 AW6215* NAVD 88     -                                                        
 AW6215  ___________________________________________________________________
 AW6215  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6215  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6215
 AW6215  HORZ ORDER  -  THIRD
 AW6215
 AW6215.The horizontal coordinates were established by classical geodetic methods
 AW6215.and adjusted by the National Geodetic Survey in February 1996..
 AW6215
 AW6215
 AW6215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6215
 AW6215.The geoid height was determined by GEOID03.
 AW6215
 AW6215;                    North         East     Units Scale Factor Converg.
 AW6215;SPC TXSC     - 4,226,515.814   994,591.053   MT  0.99989824   +2 00 01.7
 AW6215;SPC TXSC     -13,866,493.97  3,263,087.48   sFT  0.99989824   +2 00 01.7
 AW6215;UTM  15      - 3,299,830.088   314,779.642   MT  1.00002329   -0 57 11.7
 AW6215
 AW6215                          SUPERSEDED SURVEY CONTROL
 AW6215
 AW6215  NAD 83(1986)-  29 48 54.12110(N)    094 55 00.08770(W) AD(       ) 4
 AW6215  NAD 27      -  29 48 53.31513(N)    094 54 59.36536(W) AD(       ) 3
 AW6215
 AW6215.Superseded values are not recommended for survey control.
 AW6215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6215.See file dsdata.txt to determine how the superseded data were derived.
 AW6215
 AW6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1478099830(NAD 83)
 AW6215_MARKER: 53 = ELEVATED TANK
 AW6215
 AW6215  HISTORY     - Date     Condition        Report By
 AW6215  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6215  HISTORY     - 19971002 GOOD             USPSQD
 AW6215
 AW6215                          STATION DESCRIPTION
 AW6215
 AW6215'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6215'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHWEST OF MONT
 AW6215'BELVIEU, 0.5 MILE WEST OF STATE ROUTE NO. 146 AND 0.1 MILE
 AW6215'NORTH OF NEEDLE POINT ROAD.  IT IS A FOUR LEGGED STEEL STRUCTURE
 AW6215'SUPPORTING THE TANK PROPER.  IT IS ALUMINUM IN COLOR WITH
 AW6215'A BLACK TOP AND HAS A OVERALL HEIGHT OF 100 FEET.  THE POINT
 AW6215'OBSERVED UPON WAS THE APEX OF THE ROOF.
 AW6215
 AW6215                          STATION RECOVERY (1997)
 AW6215
 AW6215'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6183 ***********************************************************************
 AW6183  DESIGNATION -  CEDAR BAYOU NORTH JETTY LT 31
 AW6183  PID         -  AW6183
 AW6183  STATE/COUNTY-  TX/CHAMBERS
 AW6183  USGS QUAD   -  MORGANS POINT (1993)
 AW6183
 AW6183                         *CURRENT SURVEY CONTROL
 AW6183  ___________________________________________________________________
 AW6183* NAD 83(1993)-  29 40 40.97068(N)    094 56 28.66207(W)     ADJUSTED  
 AW6183* NAVD 88     -                                                        
 AW6183  ___________________________________________________________________
 AW6183  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6183  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6183
 AW6183  HORZ ORDER  -  THIRD
 AW6183
 AW6183.The horizontal coordinates were established by classical geodetic methods
 AW6183.and adjusted by the National Geodetic Survey in February 1996..
 AW6183
 AW6183
 AW6183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6183
 AW6183.The geoid height was determined by GEOID03.
 AW6183
 AW6183;                    North         East     Units Scale Factor Converg.
 AW6183;SPC TXSC     - 4,211,259.721   992,741.676   MT  0.99988111   +1 59 18.3
 AW6183;SPC TXSC     -13,816,441.27  3,257,019.98   sFT  0.99988111   +1 59 18.3
 AW6183;UTM  15      - 3,284,687.350   312,146.723   MT  1.00003543   -0 57 41.3
 AW6183
 AW6183                          SUPERSEDED SURVEY CONTROL
 AW6183
 AW6183  NAD 83(1986)-  29 40 40.98700(N)    094 56 28.64308(W) AD(       ) 4
 AW6183  NAD 27      -  29 40 40.16638(N)    094 56 27.90511(W) AD(       ) 3
 AW6183
 AW6183.Superseded values are not recommended for survey control.
 AW6183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6183.See file dsdata.txt to determine how the superseded data were derived.
 AW6183
 AW6183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1214784687(NAD 83)
 AW6183_MARKER: 14 = NAVIGATION LIGHT
 AW6183
 AW6183  HISTORY     - Date     Condition        Report By
 AW6183  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6183
 AW6183                          STATION DESCRIPTION
 AW6183
 AW6183'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6183'LOCATED IN THE UPPER PART OF GALVESTON BAY, ABOUT 1.5 MILE
 AW6183'NORTH OF HOUSTON POINT, ABOUT 0.5 MILE WEST OF THE MOUTH
 AW6183'OF CEDAR BAYOU.  THE LIGHT ATOP A BLACK BOX ON DOLPHIN.  THE
 AW6183'LIGHT WAS OBSERVED ON.  NO. 7661 IN 1962 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2349 ***********************************************************************
 AH2349  DESIGNATION -  CEDAR HILL ET
 AH2349  PID         -  AH2349
 AH2349  STATE/COUNTY-  TX/FLOYD
 AH2349  USGS QUAD   -  WILSON CREEK (1967)
 AH2349
 AH2349                         *CURRENT SURVEY CONTROL
 AH2349  ___________________________________________________________________
 AH2349* NAD 83(1993)-  34 09 20.89407(N)    101 09 08.25409(W)     ADJUSTED  
 AH2349* NAVD 88     -       960.6    (meters)    3152.     (feet)  VERTCON   
 AH2349  ___________________________________________________________________
 AH2349  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AH2349  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AH2349
 AH2349  HORZ ORDER  -  THIRD
 AH2349
 AH2349.The horizontal coordinates were established by classical geodetic methods
 AH2349.and adjusted by the National Geodetic Survey in July 1998..
 AH2349
 AH2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2349
 AH2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2349
 AH2349.The geoid height was determined by GEOID03.
 AH2349
 AH2349;                    North         East     Units Scale Factor Converg.
 AH2349;SPC TXNC     - 2,279,127.411   355,428.503   MT  1.00005825   -1 26 47.6
 AH2349;SPC TXNC     - 7,477,437.18  1,166,101.68   sFT  1.00005825   -1 26 47.6
 AH2349;UTM  14      - 3,781,524.329   301,586.656   MT  1.00008530   -1 12 31.6
 AH2349
 AH2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2349!SPC TXNC     -   0.99985353  x   1.00005825  =   0.99991177
 AH2349!UTM  14      -   0.99985353  x   1.00008530  =   0.99993882
 AH2349
 AH2349                          SUPERSEDED SURVEY CONTROL
 AH2349
 AH2349  NGVD 29 (07/28/98)  960.2    (m)         3150.     (f) VERT ANG       
 AH2349
 AH2349.Superseded values are not recommended for survey control.
 AH2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2349.See file dsdata.txt to determine how the superseded data were derived.
 AH2349
 AH2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC0158781524(NAD 83)
 AH2349_MARKER: DS = TRIANGULATION STATION DISK
 AH2349
 AH2349  HISTORY     - Date     Condition        Report By
 AH2349  HISTORY     - 1962     MONUMENTED       USGS
 AH2349
 AH2349                          STATION DESCRIPTION
 AH2349
 AH2349'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2349'LOCATED 3 MI. E. AND 0.6 MI. N. OF CEDAR HILL, TEXAS, ON THE W. EDGE
 AH2349'OF A CULTIVATED FIELD 50 FT. E. OF A N-S. DIRT FARM RD.
 AH2349'TO REACH STATION FROM THE CENTER OF TOWN IN CEDAR HILL, TEXAS, DRIVE
 AH2349'E. ALONG FARM ROAD 97 3.0 MI. TO CROSSROADS, THENCE LEFT (N.) 0.6 MI.
 AH2349'TO STATION.
 AH2349'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---CEDAR HILL-ET,
 AH2349'1962---, CEMENTED IN DRILL HOLE IN THE SW. CORNER OF A CONCRETE BASE
 AH2349'OF AN ABANDONED WATER WELL PROJECTING 6 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2810 ***********************************************************************
 CS2810  DESIGNATION -  CEDAR HILL TV STA KTVT TOWER
 CS2810  PID         -  CS2810
 CS2810  STATE/COUNTY-  TX/DALLAS
 CS2810  USGS QUAD   -  CEDAR HILL (1982)
 CS2810
 CS2810                         *CURRENT SURVEY CONTROL
 CS2810  ___________________________________________________________________
 CS2810* NAD 83(1993)-  32 34 43.51592(N)    096 57 13.01348(W)     ADJUSTED  
 CS2810* NAVD 88     -                                                        
 CS2810  ___________________________________________________________________
 CS2810  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 CS2810  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CS2810
 CS2810  HORZ ORDER  -  THIRD
 CS2810
 CS2810.The horizontal coordinates were established by classical geodetic methods
 CS2810.and adjusted by the National Geodetic Survey in February 1996..
 CS2810.No horizontal observational check was made to the station.
 CS2810
 CS2810
 CS2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2810
 CS2810.The geoid height was determined by GEOID03.
 CS2810
 CS2810;                    North         East     Units Scale Factor Converg.
 CS2810;SPC TXNC     - 2,102,210.352   745,178.654   MT  0.99990645   +0 50 36.2
 CS2810;SPC TXNC     - 6,897,001.80  2,444,806.97   sFT  0.99990645   +0 50 36.2
 CS2810;UTM  14      - 3,606,436.733   692,085.299   MT  1.00005499   +1 06 08.0
 CS2810
 CS2810                          SUPERSEDED SURVEY CONTROL
 CS2810
 CS2810  NAD 83(1986)-  32 34 43.52366(N)    096 57 12.99275(W) AD(       ) 4
 CS2810  NAD 27      -  32 34 43.02934(N)    096 57 11.98165(W) AD(       ) 3
 CS2810
 CS2810.Superseded values are not recommended for survey control.
 CS2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2810.See file dsdata.txt to determine how the superseded data were derived.
 CS2810
 CS2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9208506437(NAD 83)
 CS2810_MARKER: 43 = RADIO/TV TOWER
 CS2810_MARK LOGO: CGS   
 CS2810
 CS2810  HISTORY     - Date     Condition        Report By
 CS2810  HISTORY     - 1968     FIRST OBSERVED   CGS
 CS2810  HISTORY     - 1968     GOOD             CGS
 CS2810  HISTORY     - 1979     GOOD             LOCSUR
 CS2810  HISTORY     - 19841107 GOOD             NGS
 CS2810
 CS2810                          STATION DESCRIPTION
 CS2810
 CS2810'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CS2810'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF CEDAR HILL,
 CS2810'ABOUT 7 MILES NORTH OF MIDLOTHIAN AND ALONG THE EAST SIDE OF
 CS2810'U.S. HIGHWAY 67.  THE TOWER IS THE MOST EASTERLY TOWER OF THE
 CS2810'THREE TALLEST TOWERS IN THE AREA.  IT IS A TRIANGULAR-SHAPED
 CS2810'STEEL STRUCTURE SUPPORTED BY GUY WIRES, WITH ANTENNA AT TOP,
 CS2810'AND IS PAINTED ALTERNATE RED-WHITE SECTIONS.  THE TOP LIGHT ON
 CS2810'THE ANTENNA WAS POINT INTERSECTED.
 CS2810'
 CS2810'INTERSECTED FROM TRIANGULATION STATIONS PATTON 1947, BRITTON
 CS2810'1947 AND SOAP 1947.
 CS2810
 CS2810                          STATION RECOVERY (1968)
 CS2810
 CS2810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 CS2810'RECOVERED IN GOOD CONDITION.
 CS2810
 CS2810                          STATION RECOVERY (1979)
 CS2810
 CS2810'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2810'INTERSECTION STATION FOUND IN GOOD CONDITION - DESCRIPTION
 CS2810'ADEQUATE.
 CS2810'
 CS2810'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI S.E. CEDAR HILL.
 CS2810
 CS2810                          STATION RECOVERY (1984)
 CS2810
 CS2810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS2810'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF CEDAR HILL,
 CS2810'ABOUT 7 MILES NORTH OF MIDLOTHIAN AND ALONG THE EAST SIDE OF
 CS2810'U.S. HIGHWAY 67.  THE TOWER IS THE MOST EASTERLY TOWER OF THE
 CS2810'THREE TALLEST TOWERS IN THE AREA.  IT IS A TRIANGULAR-SHAPED
 CS2810'STEEL STRUCTURE SUPPORTED BY GUY WIRES, WITH ANTENNA AT TOP,
 CS2810'AND IS PAINTED ALTERNATE RED-WHITE SECTIONS.  THE TOP LIGHT ON
 CS2810'THE ANTENNA WAS POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0922 ***********************************************************************
 BM0922  DESIGNATION -  CEDAR HILL USGS 1903
 BM0922  PID         -  BM0922
 BM0922  STATE/COUNTY-  TX/HAYS
 BM0922  USGS QUAD   -  SIGNAL HILL (1986)
 BM0922
 BM0922                         *CURRENT SURVEY CONTROL
 BM0922  ___________________________________________________________________
 BM0922* NAD 83(1993)-  30 11 23.36143(N)    097 57 16.36708(W)     ADJUSTED  
 BM0922* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 BM0922  ___________________________________________________________________
 BM0922  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 BM0922  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BM0922
 BM0922  HORZ ORDER  -  SECOND
 BM0922
 BM0922.The horizontal coordinates were established by classical geodetic methods
 BM0922.and adjusted by the National Geodetic Survey in February 1996..
 BM0922
 BM0922.The orthometric height was scaled from a topographic map.
 BM0922
 BM0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0922
 BM0922.The geoid height was determined by GEOID03.
 BM0922
 BM0922;                    North         East     Units Scale Factor Converg.
 BM0922;SPC TXSC     - 4,261,620.592   700,675.474   MT  0.99997433   +0 30 43.9
 BM0922;SPC TXSC     -13,981,666.89  2,298,799.45   sFT  0.99997433   +0 30 43.9
 BM0922;UTM  14      - 3,340,281.298   600,641.909   MT  0.99972496   +0 31 32.8
 BM0922
 BM0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0922!SPC TXSC     -   0.99994821  x   0.99997433  =   0.99992254
 BM0922!UTM  14      -   0.99994821  x   0.99972496  =   0.99967319
 BM0922
 BM0922                          SUPERSEDED SURVEY CONTROL
 BM0922
 BM0922  NAD 83(1986)-  30 11 23.37620(N)    097 57 16.34926(W) AD(       ) 2
 BM0922  NAD 27      -  30 11 22.62000(N)    097 57 15.32000(W) AD(       ) 2
 BM0922
 BM0922.Superseded values are not recommended for survey control.
 BM0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0922.See file dsdata.txt to determine how the superseded data were derived.
 BM0922
 BM0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0064240281(NAD 83)
 BM0922_MARKER: X = CHISELED CROSS
 BM0922_SETTING: 80 = SET IN A BOULDER
 BM0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0922+STABILITY: SURFACE MOTION
 BM0922
 BM0922  HISTORY     - Date     Condition        Report By
 BM0922  HISTORY     - 1903     MONUMENTED       USGS
 BM0922  HISTORY     - 1935     MARK NOT FOUND   CGS
 BM0922  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 BM0922
 BM0922                          STATION DESCRIPTION
 BM0922
 BM0922'DESCRIBED BY US GEOLOGICAL SURVEY 1903 (OWF)
 BM0922'STATION IS 8.517 METERS (27.94 FEET) S 70 DEG 52 MIN E
 BM0922'FROM STATION CEDAR.
 BM0922'
 BM0922'MARKED BY ROUGH FLAT STONE ABOUT 1 FOOT SQUARE, TOP 2 INCHES
 BM0922'BELOW SURFACE OF GROUND AND MARKED WITH CROSS AND LETTERS
 BM0922'U.S.G.S.
 BM0922
 BM0922                          STATION RECOVERY (1935)
 BM0922
 BM0922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BM0922'THIS STATION WAS NOT RECOVERED.  THE ONLY MARK FOUND ON THIS HILL
 BM0922'WAS THE NEW 1935 MARK FOR THE STATION CEDAR.
 BM0922
 BM0922                          STATION RECOVERY (1999)
 BM0922
 BM0922'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0770 ***********************************************************************
 CV0770  DESIGNATION -  CEDAR LAKE
 CV0770  PID         -  CV0770
 CV0770  STATE/COUNTY-  TX/DAWSON
 CV0770  USGS QUAD   -  WELCH SW (1969)
 CV0770
 CV0770                         *CURRENT SURVEY CONTROL
 CV0770  ___________________________________________________________________
 CV0770* NAD 83(1993)-  32 47 39.11174(N)    102 12 01.61966(W)     ADJUSTED  
 CV0770* NAVD 88     -       980.0    (meters)    3215.     (feet)  VERTCON   
 CV0770  ___________________________________________________________________
 CV0770  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 CV0770  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CV0770
 CV0770  HORZ ORDER  -  SECOND
 CV0770
 CV0770.The horizontal coordinates were established by classical geodetic methods
 CV0770.and adjusted by the National Geodetic Survey in February 1996..
 CV0770
 CV0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0770
 CV0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0770
 CV0770.The geoid height was determined by GEOID03.
 CV0770
 CV0770;                    North         East     Units Scale Factor Converg.
 CV0770;SPC TXNC     - 2,131,135.068   253,492.774   MT  0.99988266   -2 01 05.5
 CV0770;SPC TXNC     - 6,991,898.97    831,667.54   sFT  0.99988266   -2 01 05.5
 CV0770;UTM  13      - 3,631,942.849   762,171.214   MT  1.00044761   +1 31 01.8
 CV0770
 CV0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0770!SPC TXNC     -   0.99984982  x   0.99988266  =   0.99973250
 CV0770!UTM  13      -   0.99984982  x   1.00044761  =   1.00029737
 CV0770
 CV0770:                Primary Azimuth Mark                     Grid Az
 CV0770:SPC TXNC     -  WELCH WATER TANK                         027 29 17.7
 CV0770:UTM  13      -  WELCH WATER TANK                         023 57 10.4
 CV0770
 CV0770|---------------------------------------------------------------------|
 CV0770| PID    Reference Object                     Distance      Geod. Az  |
 CV0770|                                                           dddmmss.s |
 CV0770| CV0771 WELCH WATER TANK                    APPROX.16.0 KM 0252812.2 |
 CV0770| CV0768 PUNKIN CENTER MICROWAVE TOWER       APPROX.15.4 KM 0653317.3 |
 CV0770| CH8560 CEDAR LAKE RM 1                      25.732 METERS 09407     |
 CV0770| CH8562 CEDAR LAKE RM 3                      15.231 METERS 10056     |
 CV0770| CH8561 CEDAR LAKE RM 2                      16.164 METERS 20448     |
 CV0770| CH8559 CEDAR LAKE AZ MK                                   2732459.7 |
 CV0770|---------------------------------------------------------------------|
 CV0770
 CV0770                          SUPERSEDED SURVEY CONTROL
 CV0770
 CV0770  NAD 83(1986)-  32 47 39.12059(N)    102 12 01.61299(W) AD(       ) 2
 CV0770  NAD 27      -  32 47 38.77300(N)    102 11 59.99200(W) AD(       ) 2
 CV0770  NGVD 29 (07/19/86)  979.7    (m)         3214.     (f) VERT ANG       
 CV0770
 CV0770.Superseded values are not recommended for survey control.
 CV0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0770.See file dsdata.txt to determine how the superseded data were derived.
 CV0770
 CV0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS6217131943(NAD 83)
 CV0770_MARKER: DS = TRIANGULATION STATION DISK
 CV0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0770
 CV0770  HISTORY     - Date     Condition        Report By
 CV0770  HISTORY     - 1935     MONUMENTED       CGS
 CV0770  HISTORY     - 1938     GOOD             TXHD
 CV0770  HISTORY     - 1939     GOOD             TXGS
 CV0770  HISTORY     - 1943     SEE DESCRIPTION  CGS
 CV0770  HISTORY     - 1944     POOR             LOCSUR
 CV0770  HISTORY     - 1968     MARK NOT FOUND   CGS
 CV0770  HISTORY     - 1968     GOOD             USGS
 CV0770  HISTORY     - 1969     POOR             USGS
 CV0770
 CV0770                          STATION DESCRIPTION
 CV0770
 CV0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0770'STATION IS 15 MILES AIRLINE WNW OF LAMESA, IN THE SW CORNER
 CV0770'OF SECTION 124, BLOCK M.  ON THE SUMMIT OF A HIGH SAND RIDGE
 CV0770'OR GROUP OF HILLS, 4 MILES E OF THE S END OF CEDAR LAKE, ABOUT
 CV0770'1/4 MILE E OF THE DAWSON-GAINES COUNTY LINE, 2 MILES S OF A
 CV0770'PROMINENT WHITE SAND SCAR.  MARK PROJECTS 8 INCHES.
 CV0770'
 CV0770'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0770'BRONZE DISKS SET IN CONCRETE.
 CV0770'
 CV0770'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 6 INCHES.
 CV0770'
 CV0770'REFERENCE MARK NO. 2 IS SSW OF THE STATION AND PROJECTS 6
 CV0770'INCHES.
 CV0770'
 CV0770'AZIMUTH MARK IS W OF THE STATION, 2 FEET E OF A N-S FENCE LINE
 CV0770'AND PROJECTS 10 INCHES.
 CV0770'
 CV0770'STATION IS REACHED FROM THE LEE POST OFFICE BY DRIVING W ON
 CV0770'STATE HIGHWAY 83 FOR 1.0 MILE TO A GRADED ROAD INTERSECTION
 CV0770'FROM THE N.  LEAVE THE HIGHWAY, TURN N ON THE GRADED ROAD AND
 CV0770'GO 0.4 MILE TO A CATTLE GUARD.  LEAVE THE GRADED ROAD, PASS OVER
 CV0770'THE CATTLE GUARD AND CONTINUE N ON A TRACK ROAD ALONG THE W
 CV0770'SIDE OF A FENCE FOR 0.6 MILE TO A JOG IN THE FENCE LINE.  FOLLOW
 CV0770'MAIN TRAVELED TRACKS NORTHWESTERLY FOR 2.3 MILES TO A RED
 CV0770'AND GREEN BUMP GATE.  PASS THROUGH GATE AND CONTINUE
 CV0770'NORTHWESTERLY 0.6 MILE TO FORKS.  TAKE RIGHT FORK AND GO 0.4 MILE
 CV0770'TO A POINT 100 YARDS E OF TAYLORS RANCH BUILDINGS.  GO DUE N
 CV0770'ON A TRACK ROAD 0.7 MILE TO ANOTHER TAYLOR RANCH.  CONTINUE N ON
 CV0770'MAIN TRAVELED ROAD 1.1 MILES TO CEDAR LAKE SCHOOLHOUSE AND
 CV0770'RANCH CROSSROADS.  TURN E ALONG S SIDE OF FENCE ON A DIM ROAD
 CV0770'AND GO 1.5 MILES TO A FENCE T-INTERSECTION, STEM W.  FROM
 CV0770'THIS POINT A PROMINENT HILL CAN BE SEEN ABOUT 1/2 MILE E.
 CV0770'THE STATION HILL IS THE FIRST HILL APPEARING TO THE RIGHT
 CV0770'OF THIS NEAR ONE.  FROM THE T-INTERSECTION DRIVE ACROSS
 CV0770'COUNTRY 1.4 MILES UP A SANDY DRAW TO TOP OF HILL AND
 CV0770'STATION, CROSSING A RANCH ROAD AT 0.2 MILE AND A N-S FENCE
 CV0770'AT 0.8 MILE.  THE AZIMUTH MARK IS AT THIS FENCE.
 CV0770'
 CV0770'A 15-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CV0770
 CV0770                          STATION RECOVERY (1938)
 CV0770
 CV0770'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0770'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 CV0770'AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 CV0770
 CV0770                          STATION RECOVERY (1939)
 CV0770
 CV0770'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 CV0770'RECOVERED.  DESCRIPTION ADEQUATE.  STATION, REFERENCE AND
 CV0770'AZIMUTH MARKS ARE ALL IN BUT DUE TO SAND EROSION BY WIND ARE
 CV0770'BEING SCOOPED OUT.  GROUND HAS BLOWN AWAY FROM STATION LEAVING
 CV0770'ABOUT 12 INCHES OF MONUMENT EXPOSED WHICH WAS ORIGINALLY BELOW
 CV0770'SURFACE.
 CV0770
 CV0770                          STATION RECOVERY (1943)
 CV0770
 CV0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (SS)
 CV0770'UNDERGROUND MARKER IN GOOD CONDITION.  TOP MARKER LOOSE ON TOP
 CV0770'OF GROUND.  AZIMUTH MARK LOOSE ON TOP OF GROUND.
 CV0770
 CV0770                          STATION RECOVERY (1944)
 CV0770
 CV0770'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944 (AFC)
 CV0770'STATION RECOVERED BY CH FROST GRAVIMETRIC SURVEYS
 CV0770'
 CV0770'THE STATION MARK IS LYING ON THE GROUND, APPARENTLY DUE TO
 CV0770'WIND EROSION.  THE AZIMUTH MARK IS EXPOSED ABOUT 2 FT. AND IS
 CV0770'LOOSE AND SHAKY.
 CV0770'
 CV0770'LOCAL CONDITIONS HAVE CHANGED AFFECTING THE DESCRIPTION OF
 CV0770'THE STATION.  TO GET TO THE STATION FROM LAMESA, GO 14 MI. W ON
 CV0770'U.S. HIGHWAY 180 TO THE SAND POST OFFICE (NOT LEE), THEN 0.6 MI.
 CV0770'W ALONG THE HIGHWAY TO A GRADED ROAD, THEN N FOR 1 MI., W FOR 1
 CV0770'MI., N FOR 3-1/3 MI., W FOR 5 MI. TO A CATTLE GUARD, CONTINUE
 CV0770'FOR 0.5 MI. W, NW FOR 0.9 MI., N FOR 0.7 MI. TO THE TAYLOR
 CV0770'RANCHHOUSE, THEN N FOR 1.1 MI. TO A GATE.  GO THROUGH THE GATE,
 CV0770'TURN RIGHT AND GO 1 MI., THEN N ON A FIELD ROAD TO A
 CV0770'FARMHOUSE, E FOR 1/2 MI. TO A N-S FENCE, GO N TO THE FIRST
 CV0770'WIRE GATE, THEN DOUBLE BACK ON THE E SIDE OF THE FENCE TO
 CV0770'AN E-W FENCE, THEN E FOR 1/2 MI. TO ANOTHER WIRE GATE, THEN
 CV0770'CONTINUE E TO A SMALL SHACK AND WINDMILL, THEN E FOR 0.2 MI.
 CV0770'TO A N-S FENCE, S ALONG THE FENCE LINE FOR ABOUT 0.4 MI. TO
 CV0770'THE AZIMUTH MARK IN A FENCE LINE.  NOTE THE HILL TO THE E AND
 CV0770'THE DIRECTION OF THE ARROW ON THE AZIMUTH MARK.  CONTINUE S
 CV0770'FOR ABOUT 0.4 MI. TO A WIRE GATE, GO E THROUGH A GATE AND
 CV0770'ACROSS COUNTRY NE TO THE STATION.
 CV0770
 CV0770                          STATION RECOVERY (1968)
 CV0770
 CV0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0770'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  NO MARKS WERE FOUND,
 CV0770'PROBABLY COVERED WITH SAND OR HAVE BEEN DESTROYED.
 CV0770'
 CV0770'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15
 CV0770'MILES AIRLINE WEST-NORTHWEST OF LAMESA, IN SOUTHWEST CORNER OF
 CV0770'SECTION 124, BLOCK M.
 CV0770
 CV0770                          STATION RECOVERY (1968)
 CV0770
 CV0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 CV0770'THE STATION IS LOCATED NORTH 75 DEG WEST ABOUT 15.1 MILES AIRLINE
 CV0770'FROM LAMESA, TEXAS IN A PASTURE ON THE HIGHEST PART OF A
 CV0770'NORTH-SOUTH SAND RIDGE.
 CV0770'
 CV0770'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 180 IN LAMESA,
 CV0770'GO 7.3 MILES WEST ON U.S. HIGHWAY 180, TURN RIGHT AND GO 7.0
 CV0770'MILES NORTH ON FARM TO MARKET ROAD 829, TURN LEFT AND GO 4.0
 CV0770'MILES WEST-SOUTHWEST ON PRIVATE ROAD, TURN RIGHT AND GO 2.0
 CV0770'MILES NORTH AND WEST ON AN ABANDONED OIL WELL ROAD TO AN
 CV0770'ABANDONED WELL SITE, CONTINUE 0.3 MILES WEST ON TRACK ROAD TO TOP
 CV0770'OF RIDGE, TURN LEFT AND GO 0.4 MILE SOUTH ACROSS COUNTRY
 CV0770'TO THE STATION SITE IN THE BOTTOM OF A 3 FOOT DEEP BLOW
 CV0770'OUT.
 CV0770'
 CV0770'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE
 CV0770'SUBSURFACE POST 0.5 FOOT UNDER GROUND AND STAMPED CEDAR LAKE
 CV0770'1935.  NOTE--SURFACE MARK IS LYING ON TOP OF THE GROUND.
 CV0770'
 CV0770'REFERENCE MARK NO. 1--DESTROYED - MARK LYING ON TOP OF THE
 CV0770'GROUND.
 CV0770'
 CV0770'REFERENCE MARK NO. 2--A USC AND GS BRONZE REFERENCE MARK DISK
 CV0770'SET IN A CONCRETE POST PROJECTING 0.6 FOOT AND STAMPED CEDAR
 CV0770'LAKE 1935 R.M. NO. 2.
 CV0770'
 CV0770'REFERENCE MARK NO. 3--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CV0770'TO A COPPER-WELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 CV0770'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG
 CV0770'FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 CV0770'IS STAMPED CEDAR LAKE 1932-1968-3.
 CV0770'
 CV0770'THE WELCH WATER TANK IS VISIBLE FROM THE GROUND AND WILL SERVE
 CV0770'AS THE AZIMUTH MARK.
 CV0770
 CV0770                          STATION RECOVERY (1969)
 CV0770
 CV0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (LSP)
 CV0770'STATION, REF. 1, AND AZIMUTH MARK WERE FOUND.  ALL HAD BEEN
 CV0770'DISTRUBED.  REFERENCE MARK 2 WAS NOT FOUND.  AZIMUTH MARK WAS
 CV0770'FOUND, LYING ON ITS SIDE.  STATION MARK WAS FOUND ON ITS SIDE,
 CV0770'AS WAS THE REFERENCE MARK.  ALL THESE CONDITIONS ARE DO TO
 CV0770'WIND EROSION.  THE UNDERGROUND STATION MARK WAS FOUND IN GOOD
 CV0770'CONDITION BUT THE LAND HAS BEEN PLACED UNDER CULTIVATION
 CV0770'RECENTLY AND THE UNDERGROUND MARK WILL MOST PROBABLY BE
 CV0770'DESTROYED.  LANDOWNER STATED THAT HE INTENDED TO
 CV0770'DEEP-PLOW, AND THAT THE STATION WOULD PROBABLY NOT SURVIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6171 ***********************************************************************
 AW6171  DESIGNATION -  CEDAR POINT USE 1900
 AW6171  PID         -  AW6171
 AW6171  STATE/COUNTY-  TX/CHAMBERS
 AW6171  USGS QUAD   -  MORGANS POINT (1993)
 AW6171
 AW6171                         *CURRENT SURVEY CONTROL
 AW6171  ___________________________________________________________________
 AW6171* NAD 83(1993)-  29 40 11.50518(N)    094 52 37.67386(W)     ADJUSTED  
 AW6171* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AW6171  ___________________________________________________________________
 AW6171  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AW6171  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6171
 AW6171  HORZ ORDER  -  SECOND
 AW6171
 AW6171.The horizontal coordinates were established by classical geodetic methods
 AW6171.and adjusted by the National Geodetic Survey in February 1996..
 AW6171
 AW6171.The orthometric height was scaled from a topographic map.
 AW6171
 AW6171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6171
 AW6171.The geoid height was determined by GEOID03.
 AW6171
 AW6171;                    North         East     Units Scale Factor Converg.
 AW6171;SPC TXSC     - 4,210,570.300   998,979.885   MT  0.99988027   +2 01 11.4
 AW6171;SPC TXSC     -13,814,179.39  3,277,486.51   sFT  0.99988027   +2 01 11.4
 AW6171;UTM  15      - 3,283,677.700   318,342.062   MT  1.00000718   -0 55 46.0
 AW6171
 AW6171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6171!SPC TXSC     -   1.00000317  x   0.99988027  =   0.99988344
 AW6171!UTM  15      -   1.00000317  x   1.00000718  =   1.00001035
 AW6171
 AW6171:                Primary Azimuth Mark                     Grid Az
 AW6171:SPC TXSC     -  BEAZLEY                                  020 18 35.0
 AW6171:UTM  15      -  BEAZLEY                                  023 15 32.4
 AW6171
 AW6171|---------------------------------------------------------------------|
 AW6171| PID    Reference Object                     Distance      Geod. Az  |
 AW6171|                                                           dddmmss.s |
 AW6171| AW2942 BEAZLEY                             APPROX. 2.7 KM 0221946.4 |
 AW6171| AW6081 FISHERS REEF BEACON                 APPROX. 4.8 KM 1063032.8 |
 AW6171| AW6161 OIL DERRICK SE OF GOOSE CREEK       APPROX. 3.0 KM 2624330.4 |
 AW6171|---------------------------------------------------------------------|
 AW6171
 AW6171                          SUPERSEDED SURVEY CONTROL
 AW6171
 AW6171  NAD 83(1986)-  29 40 11.52178(N)    094 52 37.65512(W) AD(       ) 2
 AW6171  NAD 27      -  29 40 10.70424(N)    094 52 36.93048(W) AD(       ) 2
 AW6171
 AW6171.Superseded values are not recommended for survey control.
 AW6171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6171.See file dsdata.txt to determine how the superseded data were derived.
 AW6171
 AW6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1834283678(NAD 83)
 AW6171_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AW6171_SETTING: 0 = UNSPECIFIED SETTING
 AW6171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6171
 AW6171  HISTORY     - Date     Condition        Report By
 AW6171  HISTORY     - 1900     MONUMENTED       USE
 AW6171  HISTORY     - 1931     SEE DESCRIPTION  CGS
 AW6171  HISTORY     - 1932     GOOD             CGS
 AW6171  HISTORY     - 1948     GOOD             TXHD
 AW6171  HISTORY     - 1954     GOOD             CGS
 AW6171  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW6171  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW6171
 AW6171                          STATION DESCRIPTION
 AW6171
 AW6171'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW6171'ESTABLISHED BY UNITED STATES ENGINEERS IN 1900 ON CEDAR POINT
 AW6171'(UMBRELLA POINT), ON N SHORE OF GALVESTON BAY, ON LAND OWNED
 AW6171'IN 1932 BY PROFESSOR GATES, PRINCIPAL OF SAN JACINTO HIGH
 AW6171'SCHOOL IN HOUSTON.
 AW6171'
 AW6171'REACHED IN 1930 FROM STATION BEAZLEY BY GOING S 0.9 MILE
 AW6171'TO END OF SHELL ROAD, THENCE 0.5 MILE ON DIRT ROAD TO GATE
 AW6171'ON LEFT OPENING INTO NEW SHELL DRIVE WITH MANY NO TRESPASSING
 AW6171'SIGNS AROUND, THENCE ALONG SHELL DRIVE 0.5 MILE TO ITS END
 AW6171'NEAR TWO-STORY WHITE BEACH HOUSE.  STATION IS ABOUT 250
 AW6171'YARDS N OF HOUSE, 80 METERS (262 FEET) NW OF BLUFF BANK
 AW6171'OF BAY, 44.72 METERS (146.7 FEET) N OF NE CORNER OF PROFESSOR
 AW6171'GATES HOUSE, 20.45 METERS (67.1 FEET) NE BY E FROM W
 AW6171'PROPERTY-LINE FENCE (8-FOOT WIRE), 50.9 METERS (167 FEET) SE FROM
 AW6171'CENTER LINE OF SHELL DRIVE PARALLEL TO CAMP STERLING
 AW6171'ROAD, 10.28 METERS (33.7 FEET) SW BY W FROM E
 AW6171'PROPERTY-LINE FENCE, 26.70 METERS (87.6 FEET) W OF NE
 AW6171'CORNER OF DOUBLE GARAGE, AND ABOUT 30 YARDS SE OF SMALL
 AW6171'TREE.
 AW6171'
 AW6171'STATION ORIGINALLY MARKED BY BRASS PLUG IN SMALL SANDSTONE
 AW6171'BLOCK, 2 FEET BELOW SURFACE, AND ABOVE THIS A UNITED STATES
 AW6171'ENGINEERS STANDARD CAST-IRON MARK PROJECTING 3 INCHES ABOVE
 AW6171'GROUND.
 AW6171'
 AW6171'REFERENCE MARKS WERE UNITED STATES ENGINEERS STANDARD CAST-IRON
 AW6171'MARKS PROJECTING 3 INCHES ABOVE GROUND, PLACED 100 FEET FROM
 AW6171'STATION, ONE TO E AND OTHER N 34 DEG 22 MIN E.
 AW6171'
 AW6171'IN 1930 STATION AND REFERENCE MARKS RECOVERED AND REMAINS
 AW6171'OF OLD TRIPOD ALSO IN EVIDENCE.  IT WAS THEN REPORTED THAT
 AW6171'GROUND WAS BEING GRADED FOR IMPROVEMENTS, AND THE FUTURE
 AW6171'OF STATION UNCERTAIN.
 AW6171'
 AW6171'IN 1931 STATION WAS REMARKED WITH STANDARD STATION DISK IN
 AW6171'CONCRETE BLOCK WHICH PROJECTED 3 INCHES ABOVE SURFACE, AND
 AW6171'ONE REFERENCE MARK WAS RECOVERED.
 AW6171
 AW6171                          STATION RECOVERY (1932)
 AW6171
 AW6171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AW6171'IN 1932 STATION RECOVERED BUT REFERENCE MARKS NOT FOUND.
 AW6171
 AW6171                          STATION RECOVERY (1948)
 AW6171
 AW6171'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1948 (LWD)
 AW6171'STATION RECOVERED IN GOOD CONDITION.
 AW6171
 AW6171                          STATION RECOVERY (1954)
 AW6171
 AW6171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JGT)
 AW6171'STATION FOUND IN GOOD CONDITION.
 AW6171
 AW6171                          STATION RECOVERY (2004)
 AW6171
 AW6171'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6171'MARK NOT FOUND.
 AW6171
 AW6171                          STATION RECOVERY (2005)
 AW6171
 AW6171'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW6171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0923 ***********************************************************************
 BM0923  DESIGNATION -  CEDAR RESET
 BM0923  PID         -  BM0923
 BM0923  STATE/COUNTY-  TX/HAYS
 BM0923  USGS QUAD   -  SIGNAL HILL (1986)
 BM0923
 BM0923                         *CURRENT SURVEY CONTROL
 BM0923  ___________________________________________________________________
 BM0923* NAD 83(1993)-  30 11 23.45205(N)    097 57 16.66789(W)     ADJUSTED  
 BM0923* NAVD 88     -       355.3    (meters)    1166.     (feet)  VERTCON   
 BM0923  ___________________________________________________________________
 BM0923  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 BM0923  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BM0923
 BM0923  HORZ ORDER  -  FIRST
 BM0923
 BM0923.The horizontal coordinates were established by classical geodetic methods
 BM0923.and adjusted by the National Geodetic Survey in February 1996..
 BM0923
 BM0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0923
 BM0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0923
 BM0923.The geoid height was determined by GEOID03.
 BM0923
 BM0923;                    North         East     Units Scale Factor Converg.
 BM0923;SPC TXSC     - 4,261,623.311   700,667.403   MT  0.99997433   +0 30 43.7
 BM0923;SPC TXSC     -13,981,675.81  2,298,772.97   sFT  0.99997433   +0 30 43.7
 BM0923;SPC TX C     - 3,060,447.740   929,052.377   MT  0.99998127   +1 13 30.6
 BM0923;SPC TX C     -10,040,818.96  3,048,066.01   sFT  0.99998127   +1 13 30.6
 BM0923;UTM  14      - 3,340,284.014   600,633.839   MT  0.99972494   +0 31 32.6
 BM0923
 BM0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0923!SPC TXSC     -   0.99994818  x   0.99997433  =   0.99992251
 BM0923!SPC TX C     -   0.99994818  x   0.99998127  =   0.99992945
 BM0923!UTM  14      -   0.99994818  x   0.99972494  =   0.99967314
 BM0923
 BM0923:                Primary Azimuth Mark                     Grid Az
 BM0923:SPC TXSC     -  DISTRICT 14 WATER TANK                   026 47 16.5
 BM0923:SPC TX C     -  DISTRICT 14 WATER TANK                   026 04 29.6
 BM0923:UTM  14      -  DISTRICT 14 WATER TANK                   026 46 27.6
 BM0923
 BM0923|---------------------------------------------------------------------|
 BM0923| PID    Reference Object                     Distance      Geod. Az  |
 BM0923|                                                           dddmmss.s |
 BM0923| BM0932 DISTRICT 14 WATER TANK              APPROX. 8.1 KM 0271800.2 |
 BM0923| BM0930 AUSTIN RAD KTBC FM AND 7 MAST       APPROX.20.5 KM 0492435.6 |
 BM0923| BM0924 CEDAR RM A 1967                      27.859 METERS 05544     |
 BM0923| BM0895 AUSTIN ST HOSPITAL STANDPIPE        APPROX.24.8 KM 0574018.3 |
 BM0923| BM0893 AUSTIN STATE HOSPITAL DOME          APPROX.24.7 KM 0580124.9 |
 BM0923| BM0901 AUSTIN CAP DOME LIBERTY STAR        APPROX.22.7 KM 0652628.1 |
 BM0923| BM0919 AUSTIN ST ED UNIV BLDG SPIRE        APPROX.19.7 KM 0770210.0 |
 BM0923| BM0922 CEDAR HILL USGS 1903                  8.517 METERS 10908     |
 BM0923| CV4496 CEDAR RM                              6.191 METERS 16648     |
 BM0923| CV4497 CEDAR RM 3                           20.675 METERS 19113     |
 BM0923| CV4495 CEDAR AZ MK                                        2434236.6 |
 BM0923| BM0925 CEDAR VALLEY MICROWAVE KKK 89       APPROX. 4.3 KM 2672157.8 |
 BM0923| CV4498 CEDAR RM 4                           17.120 METERS 27956     |
 BM0923|---------------------------------------------------------------------|
 BM0923
 BM0923                          SUPERSEDED SURVEY CONTROL
 BM0923
 BM0923  NAD 83(1986)-  30 11 23.46682(N)    097 57 16.65007(W) AD(       ) 1
 BM0923  NAD 27      -  30 11 22.71500(N)    097 57 15.62000(W) AD(       ) 1
 BM0923  NGVD 29 (07/19/86)  355.2    (m)         1165.     (f) VERT ANG       
 BM0923
 BM0923.Superseded values are not recommended for survey control.
 BM0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0923.See file dsdata.txt to determine how the superseded data were derived.
 BM0923
 BM0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0063440284(NAD 83)
 BM0923_MARKER: DS = TRIANGULATION STATION DISK
 BM0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0923
 BM0923  HISTORY     - Date     Condition        Report By
 BM0923  HISTORY     - 1935     MONUMENTED       CGS
 BM0923  HISTORY     - 1935     GOOD             CGS
 BM0923  HISTORY     - 1937     GOOD             TXHD
 BM0923  HISTORY     - 1944     GOOD             CGS
 BM0923  HISTORY     - 1967     GOOD             CGS
 BM0923
 BM0923                          STATION DESCRIPTION
 BM0923
 BM0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0923'RECOVERY OF STATION IS NOT CERTAIN ALTHOUGH ANGLES OBSERVED
 BM0923'AT BARTON AND CARPENTER CHECKED CLOSELY WITH THOSE OBSERVED
 BM0923'IN 1903.  THE STATION IS ABOUT 10 MILES NW OF BUDA, ABOUT 14
 BM0923'MILES SW OF AUSTIN, AND 2-1/2 MILES S OF CEDAR VALLEY, ON LAND
 BM0923'OWNED BY A MR. WALKER.  IT IS 150 METERS SW OF THE LINE BETWEEN
 BM0923'TRAVIS AND HAYS COUNTIES WHICH RUNS NW AND SE ON THE APPARENT
 BM0923'SW CORNER OF THE HILL, ON THE HIGHEST PART OF THE HILL, IN
 BM0923'A BRUSHY AREA AND IN THE SOUTHEASTERN PART OF A GROUP OF
 BM0923'LIVE OAK TREES ON TOP OF THE HILL.
 BM0923'
 BM0923'A HOLE ABOUT 6 INCHES IN DIAMETER AND EXTENDING 1 FOOT INTO
 BM0923'SOLID ROCK, APPARENTLY WHERE THE OLD MARK HAD BEEN TAKEN
 BM0923'OUT, WAS FOUND.  THE STATION WAS RE-MARKED IN THAT HOLE.
 BM0923'THE SURFACE MARK IS A STANDARD BRONZE DISK SET IN A SQUARE
 BM0923'BLOCK OF CONCRETE.  THE UNDERGROUND MARK IS A STANDARD BRONZE
 BM0923'DISK SET IN CONCRETE IN BEDROCK.  THE MARKS ARE STAMPED CEDAR 2
 BM0923'1903-1935.  THE 2 ON THE SURFACE MARK HAS BEEN OBLITERATED.
 BM0923'THE STATION MARK PROJECTS ABOUT 10 INCHES.  THERE ARE NO
 BM0923'REFERENCE MARKS.
 BM0923'
 BM0923'TO REACH STATION FROM AUSTIN--FROM THE JUNCTION OF U.S. HIGHWAY 81
 BM0923'AND STATE HIGHWAY 20 AT THE S END OF THE BRIDGE OVER THE
 BM0923'COLORADO RIVER GO SW ON STATE HIGHWAY 20 FOR 15.15 MILES TO
 BM0923'CEDAR VALLEY POST OFFICE, CONTINUE ON STATE HIGHWAY 20 FOR
 BM0923'1.0 MILE TO SIDE ROAD TO LEFT.  THENCE LEFT 0.25 MILE TO FORK,
 BM0923'THENCE LEFT 0.15 MILE TO GAP IN FENCE, CONTINUE ON TRAIL
 BM0923'0.45 MILE TO WIRE GATE, CONTINUE 0.3 MILE TO MR. C.A. WRIGHTS
 BM0923'HOUSE, THENCE SW ABOUT 1 MILE TO THE STATION ON TOP OF THE
 BM0923'HILL.
 BM0923'
 BM0923'STATION WAS NOT OCCUPIED BY THIS PARTY.
 BM0923'
 BM0923'A 65-FOOT TOWER WAS USED.
 BM0923
 BM0923                          STATION RECOVERY (1935)
 BM0923
 BM0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BM0923'THIS STATION WAS RECOVERED IN EXCELLENT CONDITION.  IT IS
 BM0923'VERY DIFFICULT TO RECOVER AND NO FURTHER TIES ARE AVAILABLE
 BM0923'TO INSURE THE EASY RECOVERY OF THIS STATION IN THE FUTURE.
 BM0923'THE STATION IS ON THE MIDDLE ONE OF THREE HILLS ABOUT 1 MILE
 BM0923'FROM, AND DIRECTLY IN FRONT OF THE HOUSE NOW OCCUPIED BY C.A.
 BM0923'WRIGHT.  THE LAND THE STATION IS ON IS STILL OWNED BY THE
 BM0923'FRED WILLIE ESTATE.
 BM0923'
 BM0923'TO REACH THIS STATION FROM THE STORE AT CEDAR VALLEY, GO SW
 BM0923'ALONG STATE HIGHWAY 20 TO TOP OF FIRST HILL.  THERE IS A SMALL
 BM0923'ROAD TURNING SHARPLY LEFT AT THE TOP OF THE HILL AT A CURVE
 BM0923'IN THE HIGHWAY.  TAKE THIS ROAD AND FOLLOW THE STRAIGHT
 BM0923'PLAIN ROAD TO WRIGHTS HOUSE.  THERE IS A ROAD FROM WRIGHTS
 BM0923'HOUSE, UP THE HILL TO THE STATION BUT IT IS VERY DIFFICULT
 BM0923'TO FOLLOW.
 BM0923
 BM0923                          STATION RECOVERY (1937)
 BM0923
 BM0923'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0923'STATION RECOVERED IN GOOD CONDITION.
 BM0923
 BM0923                          STATION RECOVERY (1944)
 BM0923
 BM0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 BM0923'STATION RECOVERED AS DESCRIBED WITH 1935 DESCRIPTION.
 BM0923
 BM0923                          STATION RECOVERY (1967)
 BM0923
 BM0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0923'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  NO
 BM0923'OTHER MARKS WERE RECOVERED AT THIS STATION.  REFERENCE MARKS NO. 3
 BM0923'AND NO. 4, AND AN AZIMUTH MARK WERE ESTABLISHED.  FOLLOWING IS A
 BM0923'NEW COMPLETE DESCRIPTION.
 BM0923'
 BM0923'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF AUSTIN, 8
 BM0923'MILES SOUTH OF BEE CAVE AND 6 MILES SOUTHWEST OF OAK HILL, ON A
 BM0923'PROMINENT HILL KNOWN AS SIGNAL HILL, ON THE SIGNAL HILL RANCH
 BM0923'PROPERTY OWNED BY MR. R. H. GRACEY.
 BM0923'
 BM0923'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND
 BM0923'STATE HIGHWAY 71 AT THE WEST SIDE OF OAK HILL, GO WEST ON HIGHWAY
 BM0923'290 FOR 5.45 MILES TO FITZHUGH ROAD ON THE RIGHT.  CONTINUE
 BM0923'SOUTHWEST ON HIGHWAY 290 FOR 1.45 MILES TO A SIDE ROAD AND SIGN
 BM0923'SILVER SPUR RANCHES ON THE LEFT.  TURN LEFT AND GO SOUTH ON A
 BM0923'PAVED ROAD FOR 1.4 MILE TO MAIN ENTRANCE TO THE SIGNAL HILL
 BM0923'RANCH ON THE LEFT.  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.5
 BM0923'MILE TO AN ALUMINUM GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 BM0923'THE GATE AND GO EAST ON A DIRT ROAD FOR 0.15 MILE TO A FORK
 BM0923'AND A RANCH HOME STRAIGHT AHEAD.  BEAR LEFT AND GO NORTH ON
 BM0923'A TRACK ROAD FOR 0.2 MILE TO A GATE ON THE RIGHT.  TURN
 BM0923'RIGHT, PASS THROUGH THE GATE AND GO EASTERLY ON A TRACK ROAD FOR
 BM0923'0.15 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 BM0923'NORTHEASTERLY ON THE TRACK ROAD FOR 0.1 MILE TO A SIDE ROAD
 BM0923'RIGHT.  CONTINUE NORTHEASTERLY ON THE TRACK ROAD FOR 0.05
 BM0923'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 BM0923'NORTHEASTERLY ON THE TRACK ROAD FOR 0.15 MILE TO A GATE.
 BM0923'PASS THROUGH THE GATE AND GO NORTHEAST FOR 0.05 MILE TO A FORK.
 BM0923'BEAR RIGHT AND GO EASTERLY ON A TRACK ROAD FOR 0.25
 BM0923'MILE TO A DIM FORK BY A SMALL BUILDING.  BEAR LEFT AND GO
 BM0923'NORTHEASTERLY ON A TRACK ROAD FOR 0.1 MILE TO A DIM FORK.
 BM0923'BEAR LEFT AND CONTINUE NORTHEASTERLY, UPHILL, FOR 0.25 MILE TO A
 BM0923'TRACK ROAD ON THE RIGHT AT THE TOP OF THE HILL.  TURN RIGHT
 BM0923'AND GO EAST ON THE TRACK ROAD FOR 0.05 MILE TO A CLEARING AND
 BM0923'THE STATION ON THE RIGHT.
 BM0923'
 BM0923'THE STATION MARK IS A STANDARD DISK STAMPED CEDAR 1903 1935, SET
 BM0923'IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 BM0923'ABOVE THE SURFACE OF THE GROUND.  IT IS 35 FEET EAST OF A LARGE
 BM0923'BRUSH PILE AND ON THE HIGHEST POINT OF THE HILL.
 BM0923'
 BM0923'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CEDAR NO 3 1903
 BM0923'1935 1967, SET IN TOP OF A ROUND CONCRETE POST THAT PROJECTS 4
 BM0923'INCHES AND IS 12 INCHES IN DIAMETER.  IT IS IN THE CLEARED AREA
 BM0923'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 BM0923'
 BM0923'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED CEDAR NO 4 1903
 BM0923'1935 1967, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN
 BM0923'DIAMETER AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 BM0923'IS ON THE SOUTH SIDE OF THE LARGE BRUSH PILE AND ABOUT 1 FOOT
 BM0923'LOWER THAN THE STATION.
 BM0923'
 BM0923'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CEDAR 1903 1935 1967,
 BM0923'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 BM0923'SURFACE OF THE GROUND.  IT IS 68 FEET EAST-NORTHEAST OF THE
 BM0923'CENTER OF A TRACK ROAD AND 7 FEET NORTHEAST OF A SMALL CAIRN.
 BM0923'
 BM0923'HEIGHT OF LIGHT ABOVE STATION MARK 46.9 FEET.
 BM0923'
 BM0923'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BM0923'6 MILES SOUTHWEST OF OAK HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0839 ***********************************************************************
 CT0839  DESIGNATION -  CEDAR RM 1
 CT0839  PID         -  CT0839
 CT0839  STATE/COUNTY-  TX/TAYLOR
 CT0839  USGS QUAD   -  BUFFALO GAP (1984)
 CT0839
 CT0839                         *CURRENT SURVEY CONTROL
 CT0839  ___________________________________________________________________
 CT0839* NAD 83(1986)-  32 18 29.     (N)    099 45 42.     (W)     SCALED    
 CT0839* NAVD 88     -       580.494  (meters)    1904.50   (feet)  ADJUSTED  
 CT0839  ___________________________________________________________________
 CT0839  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CT0839  DYNAMIC HT  -         579.735 (meters)    1902.01  (feet)  COMP
 CT0839  MODELED GRAV-     979,313.5   (mgal)                       NAVD 88
 CT0839
 CT0839  VERT ORDER  -  FIRST     CLASS II
 CT0839
 CT0839.The horizontal coordinates were scaled from a topographic map and have
 CT0839.an estimated accuracy of +/- 6 seconds.
 CT0839
 CT0839.The orthometric height was determined by differential leveling
 CT0839.and adjusted by the National Geodetic Survey in June 1991..
 CT0839
 CT0839.The geoid height was determined by GEOID03.
 CT0839
 CT0839.The dynamic height is computed by dividing the NAVD 88
 CT0839.geopotential number by the normal gravity value computed on the
 CT0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0839.degrees latitude (g = 980.6199 gals.).
 CT0839
 CT0839.The modeled gravity was interpolated from observed gravity values.
 CT0839
 CT0839;                    North         East    Units  Estimated Accuracy
 CT0839;SPC TXNC     - 2,071,840.      481,190.      MT  (+/- 180 meters Scaled)
 CT0839
 CT0839                          SUPERSEDED SURVEY CONTROL
 CT0839
 CT0839.No superseded survey control is available for this station.
 CT0839
 CT0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA282748(NAD 83)
 CT0839_MARKER: DR = REFERENCE MARK DISK
 CT0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0839_SP_SET: CONCRETE POST
 CT0839_STAMPING: CEDAR NO 1 1961
 CT0839_MARK LOGO: CGS   
 CT0839_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0839+STABILITY: SURFACE MOTION
 CT0839
 CT0839  HISTORY     - Date     Condition        Report By
 CT0839  HISTORY     - 1961     MONUMENTED       CGS
 CT0839  HISTORY     - 1982     GOOD             NGS
 CT0839
 CT0839                          STATION DESCRIPTION
 CT0839
 CT0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0839'17.5 KM (10.85 MI) SOUT FROM ABILENE.
 CT0839'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0839'STATION IN ABILENE, THENCE 5.3 KM (3.3 MI) SOUTHERLY ALONG THE
 CT0839'SOUTHERN PACIFIC RAILROAD, THENCE 10.7 KM (6.65 MI) SOUTHERLY ALONG
 CT0839'U.S. HIGHWAYS 83 AND 84, THENCE 0.5 KM (0.3 MI) WESTERLY ALONG A
 CT0839'GRAVELED ROAD, 18.6 METERS (61.0 FT) EAST OF A CEDAR TREE, 15.4 METERS
 CT0839'(50.5 FT) EAST OF A UTILITY POLE, 7.7 METERS (25.3 FT) SOUTH OF THE
 CT0839'CENTER OF THE ROAD AND 1.1 METERS (3.6 FT) NORTH OF A FENCE.
 CT0839'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0840 ***********************************************************************
 CT0840  DESIGNATION -  CEDAR RM 2
 CT0840  PID         -  CT0840
 CT0840  STATE/COUNTY-  TX/TAYLOR
 CT0840  USGS QUAD   -  BUFFALO GAP (1984)
 CT0840
 CT0840                         *CURRENT SURVEY CONTROL
 CT0840  ___________________________________________________________________
 CT0840* NAD 83(1986)-  32 18 28.     (N)    099 45 41.     (W)     SCALED    
 CT0840* NAVD 88     -       580.902  (meters)    1905.84   (feet)  ADJUSTED  
 CT0840  ___________________________________________________________________
 CT0840  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CT0840  DYNAMIC HT  -         580.143 (meters)    1903.35  (feet)  COMP
 CT0840  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 CT0840
 CT0840  VERT ORDER  -  FIRST     CLASS II
 CT0840
 CT0840.The horizontal coordinates were scaled from a topographic map and have
 CT0840.an estimated accuracy of +/- 6 seconds.
 CT0840
 CT0840.The orthometric height was determined by differential leveling
 CT0840.and adjusted by the National Geodetic Survey in June 1991..
 CT0840
 CT0840.The geoid height was determined by GEOID03.
 CT0840
 CT0840.The dynamic height is computed by dividing the NAVD 88
 CT0840.geopotential number by the normal gravity value computed on the
 CT0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0840.degrees latitude (g = 980.6199 gals.).
 CT0840
 CT0840.The modeled gravity was interpolated from observed gravity values.
 CT0840
 CT0840;                    North         East    Units  Estimated Accuracy
 CT0840;SPC TXNC     - 2,071,810.      481,220.      MT  (+/- 180 meters Scaled)
 CT0840
 CT0840                          SUPERSEDED SURVEY CONTROL
 CT0840
 CT0840.No superseded survey control is available for this station.
 CT0840
 CT0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA283748(NAD 83)
 CT0840_MARKER: DR = REFERENCE MARK DISK
 CT0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0840_SP_SET: CONCRETE POST
 CT0840_STAMPING: CEDAR NO 2 1961
 CT0840_MARK LOGO: CGS   
 CT0840_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0840+STABILITY: SURFACE MOTION
 CT0840
 CT0840  HISTORY     - Date     Condition        Report By
 CT0840  HISTORY     - 1961     MONUMENTED       CGS
 CT0840  HISTORY     - 1982     GOOD             NGS
 CT0840
 CT0840                          STATION DESCRIPTION
 CT0840
 CT0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0840'17.5 KM (10.85 MI) SOUT FROM ABILENE.
 CT0840'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0840'STATION IN ABILENE, THENCE 5.3 KM (3.3 MI) SOUTHERLY ALONG THE
 CT0840'SOUTHERN PACIFIC RAILROAD, THENCE 10.7 KM (6.65 MI) SOUTHERLY ALONG
 CT0840'U.S. HIGHWAYS 83 AND 84, THENCE 0.5 KM (0.3 MI) WESTERLY ALONG A
 CT0840'GRAVELED ROAD, 14.8 METERS (48.6 FT) NORTH OF A CEDAR TREE, 8.0 METERS
 CT0840'(26.2 FT) NORTH OF THE CENTER OF THE ROAD, 7.7 METERS (25.3 FT)
 CT0840'NORTHWEST OF A UTILITY POLE AND 0.9 METER (3.0 FT) NORTH OF A FENCE.
 CT0840'NOTE=THIS MARK IS CLOSE TO THE EDGE OF A DIRT BANK AND MAY BE
 CT0840'DESTROYED IN THE FUTURE.
 CT0840'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0924 ***********************************************************************
 BM0924  DESIGNATION -  CEDAR RM A 1967
 BM0924  PID         -  BM0924
 BM0924  STATE/COUNTY-  TX/HAYS
 BM0924  USGS QUAD   -  SIGNAL HILL (1986)
 BM0924
 BM0924                         *CURRENT SURVEY CONTROL
 BM0924  ___________________________________________________________________
 BM0924* NAD 83(1993)-  30 11 23.96147(N)    097 57 15.80724(W)     ADJUSTED  
 BM0924* NAVD 88     -       354.5    (meters)    1163.     (feet)  VERTCON   
 BM0924  ___________________________________________________________________
 BM0924  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 BM0924  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BM0924
 BM0924  HORZ ORDER  -  FIRST
 BM0924
 BM0924.The horizontal coordinates were established by classical geodetic methods
 BM0924.and adjusted by the National Geodetic Survey in February 1996..
 BM0924
 BM0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0924
 BM0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0924
 BM0924.The geoid height was determined by GEOID03.
 BM0924
 BM0924;                    North         East     Units Scale Factor Converg.
 BM0924;SPC TXSC     - 4,261,639.202   700,690.284   MT  0.99997437   +0 30 44.1
 BM0924;SPC TXSC     -13,981,727.95  2,298,848.04   sFT  0.99997437   +0 30 44.1
 BM0924;UTM  14      - 3,340,299.907   600,656.711   MT  0.99972500   +0 31 33.1
 BM0924
 BM0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0924!SPC TXSC     -   0.99994831  x   0.99997437  =   0.99992268
 BM0924!UTM  14      -   0.99994831  x   0.99972500  =   0.99967332
 BM0924
 BM0924:                Primary Azimuth Mark                     Grid Az
 BM0924:SPC TXSC     -  DISTRICT 14 WATER TANK                   026 41 38.2
 BM0924:UTM  14      -  DISTRICT 14 WATER TANK                   026 40 49.2
 BM0924
 BM0924|---------------------------------------------------------------------|
 BM0924| PID    Reference Object                     Distance      Geod. Az  |
 BM0924|                                                           dddmmss.s |
 BM0924| BM0932 DISTRICT 14 WATER TANK              APPROX. 8.1 KM 0271222.3 |
 BM0924| BM0931 AUSTIN RAD KHFI FM AND 42 MAST      APPROX.21.1 KM 0443936.4 |
 BM0924| BM0930 AUSTIN RAD KTBC FM AND 7 MAST       APPROX.20.4 KM 0492405.1 |
 BM0924| BM0923 CEDAR RESET                          27.859 METERS 23544     |
 BM0924| BM0925 CEDAR VALLEY MICROWAVE KKK 89       APPROX. 4.4 KM 2671028.0 |
 BM0924| BM0933 BEE CAVE                            APPROX.15.1 KM 3432430.9 |
 BM0924|---------------------------------------------------------------------|
 BM0924
 BM0924                          SUPERSEDED SURVEY CONTROL
 BM0924
 BM0924  NAD 83(1986)-  30 11 23.97626(N)    097 57 15.78940(W) AD(       ) 1
 BM0924  NAD 27      -  30 11 23.22445(N)    097 57 14.75936(W) AD(       ) 1
 BM0924  NGVD 29 (07/19/86)  354.4    (m)         1163.     (f) VERT ANG       
 BM0924
 BM0924.Superseded values are not recommended for survey control.
 BM0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0924.See file dsdata.txt to determine how the superseded data were derived.
 BM0924
 BM0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0065740300(NAD 83)
 BM0924_MARKER: DS = TRIANGULATION STATION DISK
 BM0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0924+STABILITY: SURFACE MOTION
 BM0924
 BM0924  HISTORY     - Date     Condition        Report By
 BM0924  HISTORY     - 1967     MONUMENTED       CGS
 BM0924
 BM0924                          STATION DESCRIPTION
 BM0924
 BM0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0924'THE STATION IS ABOUT 12 MILES SOUTHWEST OF AUSTIN, 10 MILES
 BM0924'NORTHWEST OF BUDA, ON SIGNAL HILL WHICH IS PART OF SIGNAL HILL
 BM0924'RANCH OWNED BY MR. R.H. GRACEY AND OPERATED BY MR. BOYD
 BM0924'COLLINS.  THE STATION HILL IS ABOUT 0.7 MILE EAST OF THE
 BM0924'SIGNAL HILL RANCH HOUSE.
 BM0924'
 BM0924'THE STATION MARK IS A STANDARD DISK, STAMPED CEDAR RM A 1967,
 BM0924'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 BM0924'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 33 FEET SOUTH
 BM0924'OF A 14-INCH TREE WITH A TRIANGLE BLAZE AND 23.5 FEET
 BM0924'NORTH-NORTHWEST OF A 12-INCH TREE WITH A TRIANGLE BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0712 ***********************************************************************
 EN0712  DESIGNATION -  CEEVEE
 EN0712  PID         -  EN0712
 EN0712  STATE/COUNTY-  TX/COTTLE
 EN0712  USGS QUAD   -  CEE VEE (1981)
 EN0712
 EN0712                         *CURRENT SURVEY CONTROL
 EN0712  ___________________________________________________________________
 EN0712* NAD 83(1993)-  34 10 43.01047(N)    100 26 28.83904(W)     ADJUSTED  
 EN0712* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 EN0712  ___________________________________________________________________
 EN0712  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EN0712  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EN0712
 EN0712  HORZ ORDER  -  SECOND
 EN0712
 EN0712.The horizontal coordinates were established by classical geodetic methods
 EN0712.and adjusted by the National Geodetic Survey in February 1996..
 EN0712
 EN0712.The orthometric height was scaled from a topographic map.
 EN0712
 EN0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0712
 EN0712.The geoid height was determined by GEOID03.
 EN0712
 EN0712;                    North         East     Units Scale Factor Converg.
 EN0712;SPC TXNC     - 2,280,224.021   421,023.963   MT  1.00006601   -1 03 31.7
 EN0712;SPC TXNC     - 7,481,034.98  1,381,309.45   sFT  1.00006601   -1 03 31.7
 EN0712;SPC TX N     - 1,020,338.715   297,610.561   MT  1.00014258   +0 36 48.7
 EN0712;SPC TX N     - 3,347,561.27    976,410.65   sFT  1.00014258   +0 36 48.7
 EN0712;UTM  14      - 3,782,899.344   367,169.018   MT  0.99981750   -0 48 35.4
 EN0712
 EN0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0712!SPC TXNC     -   0.99990578  x   1.00006601  =   0.99997179
 EN0712!SPC TX N     -   0.99990578  x   1.00014258  =   1.00004835
 EN0712!UTM  14      -   0.99990578  x   0.99981750  =   0.99972330
 EN0712
 EN0712|---------------------------------------------------------------------|
 EN0712| PID    Reference Object                     Distance      Geod. Az  |
 EN0712|                                                           dddmmss.s |
 EN0712| CX6884 CEEVEE RM 1                          13.036 METERS 05056     |
 EN0712| CX6885 CEEVEE RM 2                          10.958 METERS 32055     |
 EN0712| CX6883 CEEVEE AZ MK                                       3311710.2 |
 EN0712|---------------------------------------------------------------------|
 EN0712
 EN0712                          SUPERSEDED SURVEY CONTROL
 EN0712
 EN0712  NAD 83(1993)-  34 10 43.01125(N)    100 26 28.83870(W) AD(       ) 2
 EN0712  NAD 83(1986)-  34 10 43.01596(N)    100 26 28.83195(W) AD(       ) 2
 EN0712  NAD 27      -  34 10 42.75744(N)    100 26 27.39965(W) AD(       ) 2
 EN0712
 EN0712.Superseded values are not recommended for survey control.
 EN0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0712.See file dsdata.txt to determine how the superseded data were derived.
 EN0712
 EN0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC6716982899(NAD 83)
 EN0712_MARKER: DS = TRIANGULATION STATION DISK
 EN0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0712_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0712
 EN0712  HISTORY     - Date     Condition        Report By
 EN0712  HISTORY     - 1965     MONUMENTED       CGS
 EN0712
 EN0712                          STATION DESCRIPTION
 EN0712
 EN0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0712'THE STATION IS 14 MILES NORTHWEST OF PADUCAH, 11-1/2 MILES SOUTHEAST
 EN0712'OF NORTHFIELD, 3 MILES SOUTH OF THE COMMUNITY OF CEE VEE, ON
 EN0712'PROPERTY OWNED BY MR. JONES.
 EN0712'
 EN0712'TO REACH THE STATION FROM THE POST OFFICE IN CEE VEE, GO EAST ON FARM
 EN0712'ROAD 1440 FOR 0.65 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 EN0712'GO SOUTH ON A GRAVEL ROAD FOR 1.0 MILE TO A CROSSROAD.  CONTINUE
 EN0712'STRAIGHT AHEAD AND GO SOUTH AND WEST ON A TRACK ROAD FOR 0.9 MILE
 EN0712'TO A YELLOW BRICK FARM HOUSE.  PASS TO THE SOUTH OF THE HOUSE AND
 EN0712'GO SOUTHWEST FOR 0.05 MILE TO A TRACK ROAD ON THE RIGHT, JUST
 EN0712'AFTER PASSING A FUEL PUMP ON THE RIGHT.  TURN RIGHT AND GO
 EN0712'WESTERLY ON A TRACK ROAD FOR 0.05 MILE TO A WIRE GATE.  PASS
 EN0712'THROUGH THE GATE AND GO 0.05 MILE TO THREE GATES ON THE NORTH SIDE
 EN0712'OF A WINDMILL.  PASS THROUGH THE CENTER GATE AND GO WESTERLY FOR
 EN0712'0.05 MILE TO A GATE AT THE SOUTHWEST CORNER OF A CORRAL.  PASS
 EN0712'THROUGH THE GATE AND GO WEST ON TRACK ROAD FOR 0.3 MILE TO A WIRE
 EN0712'GATE AT A T-FENCE CORNER.  PASS THROUGH THE GATE AND CONTINUE WEST
 EN0712'ALONG THE NORTH SIDE OF AN EAST-WEST FENCE FOR 0.3 MILE TO A
 EN0712'FORK AND TWO GATES AT A T-FENCE CORNER.  TAKE THE LEFT FORK AND
 EN0712'GO WEST AND SOUTH ON A TRACK ROAD FOR 0.55 MILE TO THE AZIMUTH
 EN0712'MARK ON A SMALL KNOLL ON THE RIGHT.  CONTINUE SOUTH ON THE TRACK
 EN0712'ROAD FOR 0.15 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 EN0712'CONTINUE SOUTH FOR 0.1 MILE TO A DIM TRACK ROAD ON THE LEFT.
 EN0712'TURN LEFT AND GO EAST ON A DIM TRACK FOR 0.05 MILE TO THE
 EN0712'STATION ON THE SUMMIT OF KNOLL.
 EN0712'
 EN0712'STATION MARK IS A STANDARD DISK, STAMPED CEEVEE 1964, SET IN THE TOP
 EN0712'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 5
 EN0712'INCHES.
 EN0712'
 EN0712'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CEEVEE NO 1 1964, IS
 EN0712'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0712'PROJECTS 5 INCHES.
 EN0712'
 EN0712'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CEEVEE NO 2 1964, IS
 EN0712'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0712'PROJECTS 5 INCHES.
 EN0712'
 EN0712'AZIMUTH MARK IS A STANDARD DISK, STAMPED CEEVEE 1964, SET IN THE
 EN0712'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0712'8 INCHES.  IT IS 60 FEET WEST OF THE CENTER OF A TRACK ROAD, AND
 EN0712'2.5 FEET SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1094 ***********************************************************************
 DN1094  DESIGNATION -  CELESTE
 DN1094  PID         -  DN1094
 DN1094  STATE/COUNTY-  TX/HUNT
 DN1094  USGS QUAD   -  CELESTE (1964)
 DN1094
 DN1094                         *CURRENT SURVEY CONTROL
 DN1094  ___________________________________________________________________
 DN1094* NAD 83(1993)-  33 16 51.14327(N)    096 14 23.51603(W)     ADJUSTED  
 DN1094* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 DN1094  ___________________________________________________________________
 DN1094  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DN1094  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN1094
 DN1094  HORZ ORDER  -  FIRST
 DN1094
 DN1094.The horizontal coordinates were established by classical geodetic methods
 DN1094.and adjusted by the National Geodetic Survey in February 1996..
 DN1094
 DN1094.The orthometric height was scaled from a topographic map.
 DN1094
 DN1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1094
 DN1094.The geoid height was determined by GEOID03.
 DN1094
 DN1094;                    North         East     Units Scale Factor Converg.
 DN1094;SPC TXNC     - 2,181,264.267   810,503.674   MT  0.99988060   +1 13 57.6
 DN1094;SPC TXNC     - 7,156,364.52  2,659,127.47   sFT  0.99988060   +1 13 57.6
 DN1094;UTM  14      - 3,685,824.535   757,060.052   MT  1.00041479   +1 30 55.6
 DN1094
 DN1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1094!SPC TXNC     -   0.99997135  x   0.99988060  =   0.99985196
 DN1094!UTM  14      -   0.99997135  x   1.00041479  =   1.00038613
 DN1094
 DN1094:                Primary Azimuth Mark                     Grid Az
 DN1094:SPC TXNC     -  CELESTE MUNICIPAL TANK                   069 39 41.9
 DN1094:UTM  14      -  CELESTE MUNICIPAL TANK                   069 22 43.9
 DN1094
 DN1094|---------------------------------------------------------------------|
 DN1094| PID    Reference Object                     Distance      Geod. Az  |
 DN1094|                                                           dddmmss.s |
 DN1094| DN1095 CELESTE MUNICIPAL TANK              APPROX. 4.4 KM 0705339.5 |
 DN1094| CX9180 CELESTE AZ MK                                      1011816.6 |
 DN1094| CX9182 CELESTE RM 1                        128.608 METERS 14010     |
 DN1094| CX9183 CELESTE RM 2                        102.450 METERS 19446     |
 DN1094| CX9184 CELESTE RM 3                         22.175 METERS 25433     |
 DN1094| CX9181 CELESTE AZ MK 2                                    3190300.0 |
 DN1094| CX9185 CELESTE RM 4                         24.899 METERS 33559     |
 DN1094| DN1096 LEONARD MUNICIPAL TANK              APPROX.12.0 KM 3575444.8 |
 DN1094|---------------------------------------------------------------------|
 DN1094
 DN1094                          SUPERSEDED SURVEY CONTROL
 DN1094
 DN1094  NAD 83(1993)-  33 16 51.14558(N)    096 14 23.51168(W) AD(       ) 1
 DN1094  NAD 83(1986)-  33 16 51.15010(N)    096 14 23.50402(W) AD(       ) 1
 DN1094  NAD 27      -  33 16 50.74300(N)    096 14 22.58400(W) AD(       ) 1
 DN1094
 DN1094.Superseded values are not recommended for survey control.
 DN1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1094.See file dsdata.txt to determine how the superseded data were derived.
 DN1094
 DN1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5706085825(NAD 83)
 DN1094_MARKER: DS = TRIANGULATION STATION DISK
 DN1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1094
 DN1094  HISTORY     - Date     Condition        Report By
 DN1094  HISTORY     - 1935     MONUMENTED       CGS
 DN1094  HISTORY     - 1937     GOOD             TXHD
 DN1094  HISTORY     - 1957     GOOD             CGS
 DN1094  HISTORY     - 1957     GOOD             CGS
 DN1094  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN1094
 DN1094                          STATION DESCRIPTION
 DN1094
 DN1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1094'STATION IS ABOUT 13 MILES NW OF GREENVILLE, 3-1/2 MILES
 DN1094'S OF W OF CELESTE, ON LAND OWNED BY MR. STAPLETON.  IT IS
 DN1094'ON THE W SIDE OF A CULTIVATED FIELD, 38 FEET S OF THE S FACE
 DN1094'OF BARN, 2 FEET S OF FENCE WHICH FORMS A SMALL STOCK PEN,
 DN1094'18 FEET E OF THE SW GATEPOST OF PEN, 50 FEET E OF FENCE
 DN1094'WHICH IS THE E BOUNDARY OF SMALL GARDEN, 181 FEET NE OF THE
 DN1094'NE CORNER OF DWELLING, ABOUT 310 FEET N OF THE CENTER LINE OF
 DN1094'ROAD.  MARK IS SET FLUSH.
 DN1094'
 DN1094'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1094'BRONZE DISKS SET IN CONCRETE.
 DN1094'
 DN1094'REFERENCE MARK NO. 1 IS SE OF THE STATION, ON THE N SIDE OF
 DN1094'A CULTIVATED FIELD, 18 FEET S OF THE CENTER LINE OF ROAD.
 DN1094'MARK PROJECTS 4 INCHES.
 DN1094'
 DN1094'REFERENCE MARK NO. 2 IS SSW OF THE STATION, AT THE NW CORNER
 DN1094'OF A CULTIVATED FIELD, 24 FEET S OF THE CENTER LINE OF ROAD,
 DN1094'46 FEET E OF THE CENTER LINE OF T-ROAD.  MARK PROJECTS 4 INCHES.
 DN1094'
 DN1094'AZIMUTH MARK IS ESE OF THE STATION, ON N SIDE OF CULTIVATED
 DN1094'FIELD, 0.2 MILE W OF THE NE CORNER OF FIELD, 16 FEET S OF THE
 DN1094'CENTER LINE OF ROAD.  MARK PROJECTS 4 INCHES.
 DN1094'
 DN1094'STATION REACHED FROM THE POST OFFICE IN CELESTE BY GOING W
 DN1094'0.1 MILE ON STATE HIGHWAY 42 TO TURN NORTHWARD, CONTINUE W
 DN1094'0.2 MILE TO CROSS STREET.  THENCE S 0.1 MILE TO CROSS STREET
 DN1094'NEAR SCHOOLHOUSE.  THENCE W 0.1 MILE TO TURN SOUTHWARD.  THENCE
 DN1094'S 0.1 MILE.  THENCE W ON GRADED DIRT ROAD 1.0 MILE TO T-ROAD.
 DN1094'THENCE S 0.5 MILE TO T-ROAD.  THENCE W 0.7 MILE TO TURN
 DN1094'SOUTHWARD.  THENCE S 0.7 MILE TO TURN WESTWARD.  THENCE W 0.5 MILE
 DN1094'TO FARM LANE.  THENCE N ABOUT 0.1 MILE TO THE STATION.
 DN1094'
 DN1094'ALL LIGHTS COME INTO VIEW AT 85 FEET.
 DN1094
 DN1094                          STATION RECOVERY (1937)
 DN1094
 DN1094'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1094'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  NO ATTEMPT
 DN1094'MADE TO RECOVER REFERENCE MARKS.
 DN1094
 DN1094                          STATION RECOVERY (1957)
 DN1094
 DN1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1094'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 DN1094'REFERENCE MARK NO. 1 REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 DN1094'WERE FOUND OUT OF POSITION AND OF NO FURTHER VALUE AS A RESULT
 DN1094'OF ROAD IMPROVEMENT.  REFERENCE MARK NO. 3, REFERENCE MARK NO.
 DN1094'4 AND ANOTHER AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE
 DN1094'DESCRIPTION FOLLOWS.
 DN1094'
 DN1094'THE STATION IS ABOUT 13 MILES NORTHWEST OF GREENVILLE, ABOUT
 DN1094'6 MILES EAST-SOUTHEAST OF BLUE RIDGE AND ABOUT 3-1/2 MILES
 DN1094'SOUTHWEST OF CELESTE ON LAND OWNED BY MR. BURT MC CRAW.  THE
 DN1094'STATION MARK IS 300 FEET NORTH-NORTHEAST OF A T ROAD JUNCTION,
 DN1094'210 FEET NORTH-NORTHEAST OF A LONE CEDAR TREE WITH A TRIANGLE
 DN1094'BLAZE, 49 FEET EAST OF THE EDGE OF THE CULTIVATED FIELD AND
 DN1094'2-1/2 FEET WEST OF A 3-INCH IRON PIPE PAINTED WHITE PLACED IN
 DN1094'THE GROUND FOR A WITNESS POST.  IT IS SET FLUSH AND IS
 DN1094'STAMPED CELESTE 1935.
 DN1094'
 DN1094'REFERENCE MARK NO. 3 IS 190 FEET NORTH OF THE TREE WITH
 DN1094'THE TRIANGLE BLAZE AND 15 FEET WEST OF THE EDGE OF THE CULTIVATED
 DN1094'FIELD.  IT IS SET FLUSH AND IS STAMPED CELESTE NO 3 1935.
 DN1094'
 DN1094'REFERENCE MARK NO. 4 IS 290 FEET NORTH OF THE TREE WITH THE
 DN1094'TRIANGLE BLAZE AND 12 FEET WEST OF THE EDGE OF THE CULTIVATED
 DN1094'FIELD.  IT IS SET FLUSH AND IS STAMPED CELESTE NO 4 1935.
 DN1094'
 DN1094'THE DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS 100.94 FEET.
 DN1094'
 DN1094'THE AZIMUTH MARK IS 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DN1094'OF AN ABANDONED HOUSE, 25 FEET WEST OF THE CENTER OF A GRADED
 DN1094'ROAD, 2 FEET EAST OF A HIGH LINE POLE AND 18 INCHES NORTH
 DN1094'OF THE WITNESS POST.  IT PROJECTS 1 INCH AND IS STAMPED
 DN1094'CELESTE 1935 RESET 1957.
 DN1094'
 DN1094'TO REACH THE STATION FROM THE POST OFFICE IN CELESTE GO WEST
 DN1094'ON U.S. HIGHWAY 75 FOR 0.2 MILE TO FARM ROAD 1562, TURN LEFT
 DN1094'AND GO SOUTH AND WEST ON FARM ROAD 1562 FOR 3.35 MILES TO A SIDE
 DN1094'ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.95 MILE, KEEP LEFT,
 DN1094'EAST FOR 0.4 MILE, KEEP RIGHT AND GO SOUTH FOR 0.2 MILE TO THE
 DN1094'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.25 MILE,
 DN1094'KEEP LEFT AND GO EAST FOR 0.15 MILE TO THE TOP OF THE GRADE AT
 DN1094'A T ROAD JUNCTION AND THE STATION AND REFERENCE MARKS AS
 DN1094'DESCRIBED.
 DN1094
 DN1094                          STATION RECOVERY (1957)
 DN1094
 DN1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DN1094'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 DN1094'MARKS NO. 1 AND NO. 2 HAVE BEEN DESTROYED.  DIRECTIONS FOR
 DN1094'PROCEEDING TO STATION SITE ARE CORRECT.
 DN1094
 DN1094                          STATION RECOVERY (1994)
 DN1094
 DN1094'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1095 ***********************************************************************
 DN1095  DESIGNATION -  CELESTE MUNICIPAL TANK
 DN1095  PID         -  DN1095
 DN1095  STATE/COUNTY-  TX/HUNT
 DN1095  USGS QUAD   -  CELESTE (1964)
 DN1095
 DN1095                         *CURRENT SURVEY CONTROL
 DN1095  ___________________________________________________________________
 DN1095* NAD 83(1993)-  33 17 37.41416(N)    096 11 44.35860(W)     ADJUSTED  
 DN1095* NAVD 88     -                                                        
 DN1095  ___________________________________________________________________
 DN1095  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DN1095  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DN1095
 DN1095  HORZ ORDER  -  THIRD
 DN1095
 DN1095.The horizontal coordinates were established by classical geodetic methods
 DN1095.and adjusted by the National Geodetic Survey in February 1996..
 DN1095
 DN1095
 DN1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1095
 DN1095.The geoid height was determined by GEOID03.
 DN1095
 DN1095;                    North         East     Units Scale Factor Converg.
 DN1095;SPC TXNC     - 2,182,778.731   814,589.412   MT  0.99988152   +1 15 24.4
 DN1095;SPC TXNC     - 7,161,333.22  2,672,532.10   sFT  0.99988152   +1 15 24.4
 DN1095;UTM  14      - 3,687,360.010   761,140.486   MT  1.00044087   +1 32 25.0
 DN1095
 DN1095                          SUPERSEDED SURVEY CONTROL
 DN1095
 DN1095  NAD 83(1993)-  33 17 37.41638(N)    096 11 44.35484(W) AD(       ) 4
 DN1095  NAD 83(1986)-  33 17 37.42102(N)    096 11 44.34708(W) AD(       ) 4
 DN1095  NAD 27      -  33 17 37.01700(N)    096 11 43.43200(W) AD(       ) 3
 DN1095
 DN1095.Superseded values are not recommended for survey control.
 DN1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1095.See file dsdata.txt to determine how the superseded data were derived.
 DN1095
 DN1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6114087360(NAD 83)
 DN1095_MARKER: 53 = ELEVATED TANK
 DN1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1095+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 DN1095
 DN1095  HISTORY     - Date     Condition        Report By
 DN1095  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1095  HISTORY     - 1958     GOOD             CGS
 DN1095  HISTORY     - 19940416 GOOD             USPSQD
 DN1095  HISTORY     - 20020818 GOOD             USPSQD
 DN1095  HISTORY     - 20040815 GOOD             USPSQD
 DN1095
 DN1095                          STATION DESCRIPTION
 DN1095
 DN1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1095'THE STATION IS LOCATED NEAR THE CENTER OF CELESTE, 200 FEET
 DN1095'SOUTH OF THE POST OFFICE.
 DN1095'
 DN1095'THE TANK HAS A CONICAL ROOF, IS SUPPORTED BY A FOUR LEGGED
 DN1095'STEEL STRUCTURE, IS SILVER IN COLOR AND IS 125 FEET IN HEIGHT.
 DN1095'
 DN1095'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 DN1095
 DN1095                          STATION RECOVERY (1958)
 DN1095
 DN1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1095'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1095'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1095
 DN1095                          STATION RECOVERY (1994)
 DN1095
 DN1095'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1095'RECOVERED IN GOOD CONDITION.
 DN1095
 DN1095                          STATION RECOVERY (2002)
 DN1095
 DN1095'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 DN1095'RECOVERED IN GOOD CONDITION.
 DN1095
 DN1095                          STATION RECOVERY (2004)
 DN1095
 DN1095'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 DN1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0643 ***********************************************************************
 CE0643  DESIGNATION -  CELIA
 CE0643  PID         -  CE0643
 CE0643  STATE/COUNTY-  TX/EL PASO
 CE0643  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0643
 CE0643                         *CURRENT SURVEY CONTROL
 CE0643  ___________________________________________________________________
 CE0643* NAD 83(1993)-  31 56 38.19774(N)    106 26 29.42001(W)     ADJUSTED  
 CE0643* NAVD 88     -      1258.8    (meters)    4130.     (feet)  VERTCON   
 CE0643  ___________________________________________________________________
 CE0643  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 CE0643  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CE0643
 CE0643  HORZ ORDER  -  FIRST
 CE0643
 CE0643.The horizontal coordinates were established by classical geodetic methods
 CE0643.and adjusted by the National Geodetic Survey in February 1996..
 CE0643
 CE0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0643
 CE0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0643
 CE0643.The geoid height was determined by GEOID03.
 CE0643
 CE0643;                    North         East     Units Scale Factor Converg.
 CE0643;SPC TX C     - 3,268,313.356   122,749.180   MT  1.00001684   -3 08 45.8
 CE0643;SPC TX C     -10,722,791.40    402,719.60   sFT  1.00001684   -3 08 45.8
 CE0643;UTM  13      - 3,535,129.251   363,752.947   MT  0.99982894   -0 45 46.1
 CE0643
 CE0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0643!SPC TX C     -   0.99980612  x   1.00001684  =   0.99982295
 CE0643!UTM  13      -   0.99980612  x   0.99982894  =   0.99963509
 CE0643
 CE0643|---------------------------------------------------------------------|
 CE0643| PID    Reference Object                     Distance      Geod. Az  |
 CE0643|                                                           dddmmss.s |
 CE0643| CC7119 CELIA RM 1                           15.129 METERS 20319     |
 CE0643| CC7120 CELIA RM 2                           15.656 METERS 34007     |
 CE0643| CE0644 CELIA AZ MK                         APPROX. 0.9 KM 3560149.0 |
 CE0643|---------------------------------------------------------------------|
 CE0643
 CE0643                          SUPERSEDED SURVEY CONTROL
 CE0643
 CE0643  NAD 83(1993)-  31 56 38.19836(N)    106 26 29.42000(W) AD(       ) 1
 CE0643  NAD 83(1986)-  31 56 38.20185(N)    106 26 29.41854(W) AD(       ) 1
 CE0643  NAD 27      -  31 56 37.82840(N)    106 26 27.46486(W) AD(       ) 1
 CE0643  NGVD 29 (07/19/86) 1258.3    (m)         4128.     (f) VERT ANG       
 CE0643
 CE0643.Superseded values are not recommended for survey control.
 CE0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0643.See file dsdata.txt to determine how the superseded data were derived.
 CE0643
 CE0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6375335129(NAD 83)
 CE0643_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0643+STABILITY: SURFACE MOTION
 CE0643
 CE0643  HISTORY     - Date     Condition        Report By
 CE0643  HISTORY     - 1980     MONUMENTED       NGS
 CE0643
 CE0643                          STATION DESCRIPTION
 CE0643
 CE0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0643'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI) NORTH-NORTHEAST
 CE0643'FROM DOWNTOWN EL PASO, 6.4 KM (4 MI) SOUTH OF THE TEXAS-NEW MEXICO
 CE0643'STATE LINE, AND ALONG THE EAST SIDE OF TEXAS FARM ROAD 3255.
 CE0643'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0643'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0643'915-543-4200.
 CE0643'
 CE0643'TO REACH THE STATION FROM THE JUNCTION OF TRANS MOUNTAIN
 CE0643'ROAD (LOOP 375) AND TEXAS FARM ROAD 3255 (GATEWAY BOULEVARD
 CE0643'NORTH), ABOUT 16.1 KM (10 MI) NORTH-NORTHEAST OF DOWNTOWN
 CE0643'EL PASO, GO NORTH ON FARM ROAD 3255 FOR 4.7 KM (2.9 MI)
 CE0643'TO AN EMERGENCY TELEPHONE ON THE RIGHT AND THE STATION ON
 CE0643'THE RIGHT AS DESCRIBED.
 CE0643'
 CE0643'THE STATION IS A STANDARD NGS DISK
 CE0643'STAMPED---CELIA 1980---,
 CE0643'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0643'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0643'31.09 METERS (102.0 FT) EAST FROM THE CENTER OF TEXAS FARM ROAD
 CE0643'3255,
 CE0643'11.58 METERS (38.0 FT) SOUTHEAST FROM TELEPHONE POLE NO 9 WITH
 CE0643'EMERGENCY TELEPHONE ATTACHED, AND
 CE0643'6.8 METERS (22.3 FT) EAST FROM A FENCE AND METAL
 CE0643'WITNESS POST.
 CE0643'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CE0643'STAMPED---CELIA 1980---,
 CE0643'SET INTO AN IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 CE0643'
 CE0643'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 CE0643'STAMPED---CELIA NO 1 1980---,
 CE0643'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0643'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0643'24.995 METERS (82.0 FT) EAST FROM THE TEXAS FARM ROAD 3255,
 CE0643'11.9 METERS (39.0 FT) SOUTH FROM THE WITNESS POST, AND
 CE0643'0.46 METER (1.5 FT) EAST FROM A FENCE.
 CE0643'MARK IS BELOW STATION 0.90 METERS.
 CE0643'
 CE0643'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 CE0643'STAMPED---CELIA NO 2 1980---,
 CE0643'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0643'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0643'25.9 METERS (85.0 FT) EAST FROM THE TEXAS FARM ROAD 3255,
 CE0643'7.9 METERS (26.0 FT) NORTHEAST FROM THE TELEPHONE POLE NO 9, AND
 CE0643'1.7 METERS (5.5 FT) EAST FROM A FENCE.
 CE0643'MARK IS BELOW STATION 0.30 METERS.
 CE0643'
 CE0643'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 CE0643'STAMPED---CELIA 1980---,
 CE0643'CEMENTED IN A DRILL IN THE NORTH END OF A CONCRETE HEADWALL.
 CE0643'IT IS LOCATED
 CE0643'16.6 METERS (54.5 FT) EAST FROM A FENCE,
 CE0643'7.7 METERS (25.4 FT) WEST FROM THE CENTERLINE OF TEXAS FARM ROAD
 CE0643'3255, AND
 CE0643'0.6 METER (2.0 FT) SOUTHWEST FROM METAL HIGHWAY POST.
 CE0643'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON
 CE0643'HIGHWAY 3255 FOR 0.88 KM (0.55 MI) TO A CONCRETE HEADWALL
 CE0643'AND THE MARK ON THE LEFT AS DESCRIBED.
 CE0643'
 CE0643'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0644 ***********************************************************************
 CE0644  DESIGNATION -  CELIA AZ MK
 CE0644  PID         -  CE0644
 CE0644  STATE/COUNTY-  TX/EL PASO
 CE0644  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0644
 CE0644                         *CURRENT SURVEY CONTROL
 CE0644  ___________________________________________________________________
 CE0644* NAD 83(1993)-  31 57 07.12612(N)    106 26 31.77456(W)     ADJUSTED  
 CE0644* NAVD 88     -      1255.5    (meters)    4119.     (feet)  VERTCON   
 CE0644  ___________________________________________________________________
 CE0644  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 CE0644  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CE0644
 CE0644  HORZ ORDER  -  SECOND
 CE0644
 CE0644.The horizontal coordinates were established by classical geodetic methods
 CE0644.and adjusted by the National Geodetic Survey in February 1996..
 CE0644.No horizontal observational check was made to the station.
 CE0644
 CE0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0644
 CE0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0644
 CE0644.The geoid height was determined by GEOID03.
 CE0644
 CE0644;                    North         East     Units Scale Factor Converg.
 CE0644;SPC TX C     - 3,269,206.464   122,736.340   MT  1.00001916   -3 08 47.1
 CE0644;SPC TX C     -10,725,721.54    402,677.48   sFT  1.00001916   -3 08 47.1
 CE0644;UTM  13      - 3,536,020.884   363,702.990   MT  0.99982910   -0 45 48.0
 CE0644
 CE0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0644!SPC TX C     -   0.99980664  x   1.00001916  =   0.99982579
 CE0644!UTM  13      -   0.99980664  x   0.99982910  =   0.99963577
 CE0644
 CE0644                          SUPERSEDED SURVEY CONTROL
 CE0644
 CE0644  NAD 83(1993)-  31 57 07.12673(N)    106 26 31.77460(W) AD(       ) 2
 CE0644  NAD 83(1986)-  31 57 07.13023(N)    106 26 31.77303(W) AD(       ) 2
 CE0644  NAD 27      -  31 57 06.75765(N)    106 26 29.81895(W) AD(       ) 2
 CE0644  NGVD 29 (07/19/86) 1255.0    (m)         4117.     (f) VERT ANG       
 CE0644
 CE0644.Superseded values are not recommended for survey control.
 CE0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0644.See file dsdata.txt to determine how the superseded data were derived.
 CE0644
 CE0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6370336021(NAD 83)
 CE0644_MARKER: DZ = AZIMUTH MARK DISK
 CE0644_SETTING: 0 = UNSPECIFIED SETTING
 CE0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0644
 CE0644  HISTORY     - Date     Condition        Report By
 CE0644  HISTORY     - 1981     MONUMENTED       NGS
 CE0644
 CE0644                          STATION DESCRIPTION
 CE0644
 CE0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0644'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI) NORTH-NORTHEAST
 CE0644'FROM DOWNTOWN EL PASO, 5.6 KM (3-1/2 MI) SOUTH OF THE
 CE0644'TEXAS-NEW MEXICO STATE LINE AND ALONG THE WEST SIDE OF
 CE0644'TEXAS FARM ROAD 3255.
 CE0644'OWNERSHIP--STATE HIGHWAY DEPARTMENT, LYLE D. SCARBROUGH,
 CE0644'SUPERVISING DESIGN ENGINEER, 212 NORTH CLARK DRIVE, EL PASO,
 CE0644'TX 79905, TELEPHONE NUMBER 915 778-4254.
 CE0644'
 CE0644'TO REACH THE STATION FROM THE JUNCTION OF TRANS MOUNTAIN
 CE0644'ROAD (LOOP 375) AND TEXAS FARM ROAD 3255 (GATEWAY BOULEVARD
 CE0644'NORTH), ABOUT 16.1 KM (10 MI) NORTH-NORTHEAST OF DOWNTOWN
 CE0644'EL PASO, GO NORTH ON HIGHWAY 3255 FOR 5.6 KM (3.45 MI) TO A
 CE0644'CONCRETE HEADWALL AND THE STATION ON THE LEFT AS DESCRIBED.
 CE0644'
 CE0644'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CE0644'STAMPED---CELIA 1980---,
 CE0644'CEMENTED IN A DRILL HOLE IN THE NORTH END OF A CONCRETE HEADWALL.
 CE0644'IT IS LOCATED
 CE0644'16.61 METERS (54.5 FT) EAST FROM A NORTH SOUTH FENCE LINE,
 CE0644'7.742 METERS (25.4 FT) WEST FROM THE CENTER OF THE HIGHWAY, AND
 CE0644'0.61 METER (2.0 FT) SOUTHWEST FROM A METAL HIGHWAY POST.
 CE0644'
 CE0644'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1138 ***********************************************************************
 DN1138  DESIGNATION -  CELINA
 DN1138  PID         -  DN1138
 DN1138  STATE/COUNTY-  TX/COLLIN
 DN1138  USGS QUAD   -  WESTON (1961)
 DN1138
 DN1138                         *CURRENT SURVEY CONTROL
 DN1138  ___________________________________________________________________
 DN1138* NAD 83(1993)-  33 17 03.63286(N)    096 44 12.69987(W)     ADJUSTED  
 DN1138* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 DN1138  ___________________________________________________________________
 DN1138  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DN1138  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DN1138
 DN1138  HORZ ORDER  -  FIRST
 DN1138
 DN1138.The horizontal coordinates were established by classical geodetic methods
 DN1138.and adjusted by the National Geodetic Survey in February 1996..
 DN1138
 DN1138.The orthometric height was scaled from a topographic map.
 DN1138
 DN1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1138
 DN1138.The geoid height was determined by GEOID03.
 DN1138
 DN1138;                    North         East     Units Scale Factor Converg.
 DN1138;SPC TXNC     - 2,180,762.564   764,213.168   MT  0.99988084   +0 57 41.8
 DN1138;SPC TXNC     - 7,154,718.51  2,507,256.04   sFT  0.99988084   +0 57 41.8
 DN1138;UTM  14      - 3,685,094.870   710,754.238   MT  1.00014766   +1 14 32.8
 DN1138
 DN1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1138!SPC TXNC     -   0.99996602  x   0.99988084  =   0.99984687
 DN1138!UTM  14      -   0.99996602  x   1.00014766  =   1.00011368
 DN1138
 DN1138:                Primary Azimuth Mark                     Grid Az
 DN1138:SPC TXNC     -  VAN ALSTYNE MUNICIPAL TANK               043 05 36.0
 DN1138:UTM  14      -  VAN ALSTYNE MUNICIPAL TANK               042 48 45.0
 DN1138
 DN1138|---------------------------------------------------------------------|
 DN1138| PID    Reference Object                     Distance      Geod. Az  |
 DN1138|                                                           dddmmss.s |
 DN1138| DN1133 VAN ALSTYNE MUNICIPAL TANK          APPROX.21.5 KM 0440317.8 |
 DN1138| CX9188 CELINA RM 1                          42.739 METERS 05234     |
 DN1138| CX9189 CELINA RM 2                          20.315 METERS 09048     |
 DN1138| DN1144 MC KINNEY COMP AND WHSE CO TK       APPROX.15.3 KM 1274455.8 |
 DN1138| DN1147 MC KINNEY FIRST PRESB CH SPIRE      APPROX.14.7 KM 1293534.1 |
 DN1138| DN1143 MC KINNEY FIRST ME CHURCH TWR       APPROX.14.5 KM 1295255.3 |
 DN1138| DN1152 MC KINNEY MUN STANDPIPE             APPROX.15.4 KM 1321039.2 |
 DN1138| DN1148 MC KINNEY TEX TEXTILE MILL STK      APPROX.16.1 KM 1332929.5 |
 DN1138| DN1150 MC KINNEY TEX TEXTILE TALL TK       APPROX.16.2 KM 1333357.5 |
 DN1138| DN1149 MC KINNEY TEX TEXTILE SHORT TK      APPROX.16.1 KM 1333637.2 |
 DN1138| DN1160 MC KINNEY RAD STA KMAE MAST         APPROX.12.5 KM 1410718.4 |
 DN1138| CX9187 CELINA AZ MK RESET                                 1595357.2 |
 DN1138| DN1164 ATT CO RELAY TOWER KKH 66           APPROX.12.5 KM 1942118.2 |
 DN1138| DN1163 FRISCO MUNICIPAL TANK               APPROX.16.9 KM 2080041.3 |
 DN1138| CX9186 CELINA AZ MK                                       2634124.9 |
 DN1138| DN1177 CELINA MUNICIPAL TANK               APPROX. 6.0 KM 3124723.0 |
 DN1138|---------------------------------------------------------------------|
 DN1138
 DN1138                          SUPERSEDED SURVEY CONTROL
 DN1138
 DN1138  NAD 83(1993)-  33 17 03.63458(N)    096 44 12.69452(W) AD(       ) 1
 DN1138  NAD 83(1986)-  33 17 03.63884(N)    096 44 12.68726(W) AD(       ) 1
 DN1138  NAD 27      -  33 17 03.22100(N)    096 44 11.70400(W) AD(       ) 1
 DN1138
 DN1138.Superseded values are not recommended for survey control.
 DN1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1138.See file dsdata.txt to determine how the superseded data were derived.
 DN1138
 DN1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1075485095(NAD 83)
 DN1138_MARKER: DS = TRIANGULATION STATION DISK
 DN1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1138
 DN1138  HISTORY     - Date     Condition        Report By
 DN1138  HISTORY     - 1935     MONUMENTED       CGS
 DN1138  HISTORY     - 1937     GOOD             TXHD
 DN1138  HISTORY     - 1957     GOOD             CGS
 DN1138  HISTORY     - 1957     GOOD             CGS
 DN1138  HISTORY     - 19940710 GOOD             USPSQD
 DN1138
 DN1138                          STATION DESCRIPTION
 DN1138
 DN1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1138'STATION IS ABOUT 4 MILES SE OF CELINA, 6 MILES NE OF PROSPER,
 DN1138'ON A LOW HILL WHICH IS NOT THE HIGHEST GROUND IN THE VICINITY.
 DN1138'IT IS IN AN E-W PROPERTY LINE FENCE, ON LAND OWNED BY MR.
 DN1138'O BRIEN TO THE N, AND MR. DOWELL TO THE S.  IT IS 111 FEET
 DN1138'W OF A FENCE CORNER, AND PROJECTS 4 INCHES.
 DN1138'
 DN1138'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1138'BRONZE DISKS SET IN CONCRETE.
 DN1138'
 DN1138'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1/2 FOOT W OF A
 DN1138'N-S FENCE, 80 FEET N OF THE FENCE CORNER, AND PROJECTS 4
 DN1138'INCHES.
 DN1138'
 DN1138'REFERENCE MARK NO. 2 IS E OF THE STATION, 1/2 FOOT S OF THE
 DN1138'E-W FENCE, 43.5 FEET W OF THE FENCE CORNER, AND PROJECTS
 DN1138'4 INCHES.
 DN1138'
 DN1138'AZIMUTH MARK IS W OF THE STATION, 100 YARDS E OF A FARMHOUSE,
 DN1138'1 FOOT E OF THE E FENCE OF A GARDEN LOT, 5 FEET SW OF AN
 DN1138'APPLE TREE, 25 FEET N OF A ROAD, AND PROJECTS 4 INCHES.
 DN1138'
 DN1138'TO REACH FROM PROSPER, GO N AND E ON STATE HIGHWAY 14, 2.9
 DN1138'MILES.  CONTINUE E ON GRAVELED ROAD AT POINT WHERE STATE
 DN1138'HIGHWAY 14 TURNS N, GO 3.1 MILES, TURN N, GO 1 MILE, TURN W
 DN1138'ON FARM ROAD, GO 0.5 MILE, TURN N, GO 0.45 MILE TO POINT WHERE
 DN1138'ROAD TURNS W.  HERE CONTINUE N 0.05 MILE ACROSS FIELD TO
 DN1138'E-W FENCE.  THENCE E 0.1 MILE TO TOP OF HILL AND THE STATION.
 DN1138'
 DN1138'ALL LIGHTS VISIBLE FROM THE GROUND.
 DN1138
 DN1138                          STATION RECOVERY (1937)
 DN1138
 DN1138'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1138'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  NO ATTEMPT
 DN1138'MADE TO RECOVER REFERENCE MARKS.
 DN1138
 DN1138                          STATION RECOVERY (1957)
 DN1138
 DN1138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1138'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 DN1138'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 DN1138'MARK WAS DESTROYED BY EROSION AND A NEW AZIMUTH MARK WAS
 DN1138'ESTABLISHED.  A DIFFERENCE IN THE DISTANCE TO REFERENCE MARK
 DN1138'NO. 2 WAS FOUND.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DN1138'
 DN1138'THE STATION IS ABOUT 6 MILES NORTHEAST OF PROSPER ABOUT 4 MILES
 DN1138'SOUTHEAST OF CELINA AND ON PROPERTY LINE BETWEEN MR. FRANK
 DN1138'O BRIEN AND MR. TOM WATKINS PROPERTIES.  THE STATION MARK IS 111
 DN1138'FEET WEST OF A T FENCE CORNER, 7 FEET NORTH OF A TRACK ROAD AND 2
 DN1138'FEET NORTHEAST OF A WITNESS POST SET IN A FENCE LINE.  IT IS
 DN1138'SET FLUSH AND IS STAMPED CELINA 1935.
 DN1138'
 DN1138'REFERENCE MARK NO. 1 IS 85 FEET NORTH OF A T FENCE CORNER SET
 DN1138'IN A NORTH-SOUTH FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED
 DN1138'CELINA NO 1 1935.
 DN1138'
 DN1138'REFERENCE MARK NO. 2 IS 44 FEET WEST OF A T FENCE CORNER,
 DN1138'7 FEET NORTH OF A TRACK ROAD AND 1 FOOT SOUTH OF AN EAST-WEST
 DN1138'FENCE LINE.  IT IS SET FLUSH AND IS STAMPED CELINA NO 2 1935.
 DN1138'
 DN1138'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 97.1 FEET
 DN1138'
 DN1138'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF A GRAVELED
 DN1138'ROAD, 3 FEET SOUTH OF A WITNESS POST AND 2 FEET NORTH OF A POWER
 DN1138'LINE POLE.  IT PROJECTS 4 INCHES AND IS STAMPED CELINA 1935
 DN1138'RESET 1957.
 DN1138'
 DN1138'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CELINA GO
 DN1138'EAST ON FARM ROAD 455 FOR 1.7 MILES TO A CROSSROAD, TURN RIGHT
 DN1138'AND GO SOUTH ON GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD
 DN1138'LEFT.  TURN LEFT AND FOLLOW GRAVELED ROAD EAST AND SOUTH FOR
 DN1138'1.8 MILES TO A SIDE ROAD LEFT.  CONTINUE SOUTH FOR 1.0 MILE TO
 DN1138'A CROSSROAD, CONTINUE SOUTH FOR 0.4 MILE TO A DRIVEWAY ON
 DN1138'THE RIGHT.  (FROM HERE THE AZIMUTH MARK IS 1.1 MILES FARTHER
 DN1138'SOUTH ON THE EAST SIDE OF THE ROAD.) TURN RIGHT ONTO THE
 DN1138'DRIVE WAY AND GO 0.15 TO A SET OF FARM BUILDINGS, PASS
 DN1138'BETWEEN THE HOUSE AND BARN AND GO WEST ON A TRACK ROAD ALONG
 DN1138'THE SOUTH SIDE OF A FENCE FOR 0.2 MILE TO THE STATION AND
 DN1138'REFERENCE MARKS ON THE RIGHT AS DESCRIBED.
 DN1138
 DN1138                          STATION RECOVERY (1957)
 DN1138
 DN1138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1138'THE STATION AND R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED
 DN1138'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1138'TO STATION SITE ARE CORRECT.
 DN1138
 DN1138                          STATION RECOVERY (1994)
 DN1138
 DN1138'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1177 ***********************************************************************
 DN1177  DESIGNATION -  CELINA MUNICIPAL TANK
 DN1177  PID         -  DN1177
 DN1177  STATE/COUNTY-  TX/COLLIN
 DN1177  USGS QUAD   -  CELINA (1960)
 DN1177
 DN1177                         *CURRENT SURVEY CONTROL
 DN1177  ___________________________________________________________________
 DN1177* NAD 83(1993)-  33 19 16.72609(N)    096 47 04.00212(W)     ADJUSTED  
 DN1177* NAVD 88     -                                                        
 DN1177  ___________________________________________________________________
 DN1177  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DN1177  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DN1177
 DN1177  HORZ ORDER  -  THIRD
 DN1177
 DN1177.The horizontal coordinates were established by classical geodetic methods
 DN1177.and adjusted by the National Geodetic Survey in February 1996..
 DN1177
 DN1177
 DN1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1177
 DN1177.The geoid height was determined by GEOID03.
 DN1177
 DN1177;                    North         East     Units Scale Factor Converg.
 DN1177;SPC TXNC     - 2,184,788.533   759,714.800   MT  0.99988366   +0 56 08.4
 DN1177;SPC TXNC     - 7,167,927.05  2,492,497.64   sFT  0.99988366   +0 56 08.4
 DN1177;UTM  14      - 3,689,099.718   706,235.007   MT  1.00012442   +1 13 03.0
 DN1177
 DN1177                          SUPERSEDED SURVEY CONTROL
 DN1177
 DN1177  NAD 83(1993)-  33 19 16.72789(N)    096 47 03.99677(W) AD(       ) 4
 DN1177  NAD 83(1986)-  33 19 16.73244(N)    096 47 03.99039(W) AD(       ) 4
 DN1177  NAD 27      -  33 19 16.30900(N)    096 47 02.99800(W) AD(       ) 3
 DN1177
 DN1177.Superseded values are not recommended for survey control.
 DN1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1177.See file dsdata.txt to determine how the superseded data were derived.
 DN1177
 DN1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0623589100(NAD 83)
 DN1177_MARKER: 53 = ELEVATED TANK
 DN1177
 DN1177  HISTORY     - Date     Condition        Report By
 DN1177  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1177  HISTORY     - 1955     GOOD             CGS
 DN1177  HISTORY     - 1955     GOOD             TXHD
 DN1177  HISTORY     - 1957     GOOD             CGS
 DN1177  HISTORY     - 19940707 GOOD             USPSQD
 DN1177
 DN1177                          STATION DESCRIPTION
 DN1177
 DN1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1177'THIS INTERSECTION STATION IS THE MUNICIPAL TANK IN THE VILLAGE
 DN1177'OF CELINA, TEXAS.  IT IS ABOUT 65 FEET S OF THE CENTER LINE
 DN1177'OF ELM STREET, ABOUT 90 FEET W OF THE CENTER LINE OF SIXTH
 DN1177'STREET, IN THE CENTER OF THE NW QUARTER OF BLOCK NO. 43.
 DN1177'THE TANK WAS ERECTED IN 1924 AND IS QUITE PROMINENT.  THE
 DN1177'TANK WAS ORIGINALLY SILVER IN COLOR, BUT THE PAINT IS PEELING
 DN1177'OFF, SO THAT THE TANK APPEARS BLACK IN PLACES.  THE TANK
 DN1177'HAS FOUR TRUSSWORK LEGS ABOUT 100 FEET HIGH.  THE OVAL SECTION
 DN1177'EXTENDS DOWNWARD ABOUT 20 FEET, FROM THE CENTER OF WHICH
 DN1177'A RED FEEDPIPE JACKET EXTENDS TO THE GROUND.  THE VERTICAL
 DN1177'SECTION IS ABOUT 30 FEET HIGH, HAS A CATWALK AND RAIL
 DN1177'AROUND ITS BASE, AND THE WORD CELINA PAINTED IN RED ON THE
 DN1177'N AND S SIDES.  THE STEEP CONICAL ROOF HAS A BALL AT ITS
 DN1177'APEX.  THE TOTAL HEIGHT IS ABOUT 135 FEET.
 DN1177
 DN1177                          STATION RECOVERY (1955)
 DN1177
 DN1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1177'THE STATION IS LOCATED ABOUT 0.2 MILE SOUTHEAST OF THE BUSINESS
 DN1177'DISTRICT IN CELINA AND JUST EAST OF THE RAILROAD TRACKS.
 DN1177'
 DN1177'THE TANK HAS A CONICAL ROOF WITH A BALL AT THE APEX, IS
 DN1177'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL
 DN1177'HEIGHT OF 125 FEET.
 DN1177'
 DN1177'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 DN1177'
 DN1177'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 DN1177
 DN1177                          STATION RECOVERY (1955)
 DN1177
 DN1177'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1177'STATION RECOVERED.  STATION IS 75.4 FT SOUTH OF ELM STREET.
 DN1177'196.0 FT EAST OF ST. L. AND S.W. RY. AND 229.3 FT WEST OF
 DN1177'CENTERLINE OF SH 289.
 DN1177
 DN1177                          STATION RECOVERY (1957)
 DN1177
 DN1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1177'TANK RECOVERED IN GOOD CONDITION.  DIRECTIONS FOR PROCEEDING
 DN1177'TO TANK SITE ARE CORRECT.
 DN1177
 DN1177                          STATION RECOVERY (1994)
 DN1177
 DN1177'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0560 ***********************************************************************
 CD0560  DESIGNATION -  CEMETERY
 CD0560  PID         -  CD0560
 CD0560  STATE/COUNTY-  TX/HUDSPETH
 CD0560  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0560
 CD0560                         *CURRENT SURVEY CONTROL
 CD0560  ___________________________________________________________________
 CD0560* NAD 83(1993)-  31 10 55.45627(N)    105 21 00.55780(W)     ADJUSTED  
 CD0560* NAVD 88     -      1387.026  (meters)    4550.60   (feet)  ADJUSTED  
 CD0560  ___________________________________________________________________
 CD0560  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CD0560  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CD0560  DYNAMIC HT  -        1384.812 (meters)    4543.34  (feet)  COMP
 CD0560  MODELED GRAV-     978,995.8   (mgal)                       NAVD 88
 CD0560
 CD0560  HORZ ORDER  -  FIRST
 CD0560  VERT ORDER  -  FIRST     CLASS II
 CD0560
 CD0560.The horizontal coordinates were established by classical geodetic methods
 CD0560.and adjusted by the National Geodetic Survey in February 1996..
 CD0560
 CD0560.The orthometric height was determined by differential leveling
 CD0560.and adjusted by the National Geodetic Survey in June 1991..
 CD0560
 CD0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0560
 CD0560.The geoid height was determined by GEOID03.
 CD0560
 CD0560.The dynamic height is computed by dividing the NAVD 88
 CD0560.geopotential number by the normal gravity value computed on the
 CD0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0560.degrees latitude (g = 980.6199 gals.).
 CD0560
 CD0560.The modeled gravity was interpolated from observed gravity values.
 CD0560
 CD0560;                    North         East     Units Scale Factor Converg.
 CD0560;SPC TX C     - 3,178,771.024   222,001.156   MT  0.99988669   -2 35 02.3
 CD0560;SPC TX C     -10,429,017.93    728,348.79   sFT  0.99988669   -2 35 02.3
 CD0560;UTM  13      - 3,449,833.066   466,635.671   MT  0.99961373   -0 10 52.7
 CD0560
 CD0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0560!SPC TX C     -   0.99978586  x   0.99988669  =   0.99967258
 CD0560!UTM  13      -   0.99978586  x   0.99961373  =   0.99939968
 CD0560
 CD0560:                Primary Azimuth Mark                     Grid Az
 CD0560:SPC TX C     -  SIERRA BLANCA CO N WELL TWR              163 58 29.0
 CD0560:UTM  13      -  SIERRA BLANCA CO N WELL TWR              161 34 19.4
 CD0560
 CD0560|---------------------------------------------------------------------|
 CD0560| PID    Reference Object                     Distance      Geod. Az  |
 CD0560|                                                           dddmmss.s |
 CD0560| CD1029 SIERRA BLANCA CO N WELL TWR         APPROX. 1.4 KM 1612326.7 |
 CD0560| CD1026 SIERRA BLANCA CO S WELL TWR         APPROX. 1.4 KM 1614546.9 |
 CD0560| CD0557 CEMETERY AZ MK                                     1950903.4 |
 CD0560| CD0561 CEMETERY RM 1                        22.910 METERS 20709     |
 CD0560| CD1032 SIERRA BLANCA WATER CO E TANK       APPROX. 1.6 KM 2233356.0 |
 CD0560| CD1033 SIERRA BLANCA WATER CO W TANK       APPROX. 1.6 KM 2234430.8 |
 CD0560| CD1028 SIERRA BLANCA HIGH SCHOOL CHIM      APPROX. 0.6 KM 2354816.3 |
 CD0560| CD1027 SIERRA BLANCA S P RR STOR TANK      APPROX. 1.4 KM 2401004.7 |
 CD0560| CD1031 SIERRA BLANCA T P STOR TANK         APPROX. 1.7 KM 2462501.0 |
 CD0560| CD0559 CEMETERY RM 2                        10.870 METERS 30952     |
 CD0560|---------------------------------------------------------------------|
 CD0560
 CD0560                          SUPERSEDED SURVEY CONTROL
 CD0560
 CD0560  NAD 83(1986)-  31 10 55.46366(N)    105 21 00.55161(W) AD(       ) 1
 CD0560  NAD 27      -  31 10 55.00400(N)    105 20 58.71900(W) AD(       ) 1
 CD0560  NGVD 29 (??/??/92) 1386.431  (m)         4548.65   (f) ADJ UNCH    1 2
 CD0560
 CD0560.Superseded values are not recommended for survey control.
 CD0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0560.See file dsdata.txt to determine how the superseded data were derived.
 CD0560
 CD0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6663649833(NAD 83)
 CD0560_MARKER: DS = TRIANGULATION STATION DISK
 CD0560_SETTING: 66 = SET IN ROCK OUTCROP
 CD0560_SP_SET: OUTCROP
 CD0560_STAMPING: CEMETERY 1934
 CD0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0560+STABILITY: POSITION/ELEVATION WELL
 CD0560
 CD0560  HISTORY     - Date     Condition        Report By
 CD0560  HISTORY     - 1934     MONUMENTED       CGS
 CD0560  HISTORY     - 1934     GOOD             CGS
 CD0560  HISTORY     - 1956     GOOD             CGS
 CD0560  HISTORY     - 1956     GOOD             NGS
 CD0560  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0560
 CD0560                          STATION DESCRIPTION
 CD0560
 CD0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD0560'AT THE NORTH EDGE OF THE TOWN OF SIERRA BLANCA, ON THE HIGHEST
 CD0560'PART OF A SMALL RIDGE RUNNING NORTH AND SOUTH ABOUT 100 YARDS
 CD0560'NORTH OF THE CEMETERY, 313 FEET SOUTHEAST OF THE CENTER LINE
 CD0560'OF A COUNTY ROAD AND 146 FEET NORTH OF THE CORNER POLE OF
 CD0560'TELEPHONE LINE.
 CD0560'
 CD0560'TO REACH FROM THE MAIN CORNER IN SIERRA BLANCA, DRIVE NORTH
 CD0560'ACROSS THE TRACKS ON PAVED STREET 0.4 MILE TO THE END OF HARD
 CD0560'SURFACE ROAD, TURN RIGHT AND GO 0.3 MILE EAST AND NORTH ON THE
 CD0560'MAIN ROAD, TURN RIGHT TO FENCE LINE, LET DOWN FENCE AND PICK
 CD0560'WAY TO THE TOP OF RIDGE AND STATION.
 CD0560'
 CD0560'SURFACE, REFERENCE NO. 1 AND NO. 2, AND AZIMUTH MARKS ARE
 CD0560'STANDARD BRONZE DISKS SET AS DESCRIBED.
 CD0560'
 CD0560'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 72 FEET NORTH-NORTHWEST
 CD0560'OF THE CORNER POLE OF TELEPHONE LINE, AND PROJECTS 6 INCHES
 CD0560'ABOVE GROUND.  REFERENCE MARK NO. 2 IS NORTH OF THE STATION.
 CD0560'
 CD0560'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF THE TEXAS AND PACIFIC
 CD0560'RAILROAD, 98 FEET NORTH OF THE CENTER LINE OF THE TRACK, 2
 CD0560'FEET SOUTH OF RIGHT-OF-WAY FENCE AND 128 FEET WEST OF CORNER
 CD0560'POST OF RIGHT-OF-WAY FENCE NEAR THE GATE.
 CD0560'
 CD0560'STATION SIERRA BLANCA MAY BE USED AS AN AZIMUTH MARK.
 CD0560'
 CD0560'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CD0560
 CD0560                          STATION RECOVERY (1934)
 CD0560
 CD0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD0560'STATION IS AT THE N EDGE OF THE TOWN OF SIERRA BLANCA, ON
 CD0560'THE HIGHEST PART OF A SMALL RIDGE RUNNING N AND S, ABOUT 100
 CD0560'YARDS N OF THE CEMETERY, 146 FEET N OF CORNER POLE OF TELEPHONE
 CD0560'LINE, AND 313 FEET SE OF THE CENTER LINE OF A COUNTY ROAD.
 CD0560'
 CD0560'STATION AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS
 CD0560'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CD0560'
 CD0560'REFERENCE MARK NO. 1 AND AZIMUTH MARK ARE STANDARD BRONZE DISKS,
 CD0560'SET IN CONCRETE MONUMENTS.
 CD0560'
 CD0560'REFERENCE MARK NO. 1 IS 72 FEET NNW OF CORNER POLE OF TELEPHONE
 CD0560'LINE, AND PROJECTS 6 INCHES.
 CD0560'
 CD0560'THE AZIMUTH MARK IS IN THE TEXAS AND PACIFIC RAILROAD RIGHT-OF-WAY,
 CD0560'98 FEET N OF THE CENTER LINE OF THE TEXAS AND PACIFIC RAILROAD,
 CD0560'2 FEET S OF RIGHT-OF-WAY FENCE AND 128 FEET W OF CORNER POST
 CD0560'OF RIGHT-OF-WAY FENCE NEAR GATE.
 CD0560'
 CD0560'STATION IS BEST REACHED BY DRIVING N FROM MAIN CORNER, ACROSS
 CD0560'THE TRACKS ON PAVED STREET 0.4 MILE TO THE END OF HARD SURFACE
 CD0560'ROAD.  TURN RIGHT AND GO E AND N ON THE MAIN ROAD 0.3 MILE TO
 CD0560'FENCE.  TURN RIGHT TO FENCE LINE, LET DOWN FENCE AND PICK
 CD0560'WAY TO TOP OF RIDGE AND STATION.
 CD0560'
 CD0560'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CD0560'
 CD0560'STATION SIERRA BLANCA MAY BE USED AS AN AZIMUTH MARK.
 CD0560
 CD0560                          STATION RECOVERY (1956)
 CD0560
 CD0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RFL)
 CD0560'STATION IS 0.8 MI. NE ALONG FARM ROAD 1111 FROM THE TEXAS
 CD0560'AND PACIFIC RAILROAD STATION AT SIERRA BLANCA, ON TOP OF A
 CD0560'SMALL ROCKY RIDGE, 316 FT. S OF THE CENTERLINE OF THE FARM
 CD0560'ROAD, 188 FT. N OF THE N CEMETERY FENCE, 145 FT. N OF A
 CD0560'TELEPHONE POLE, 0.5 FT. ABOVE THE GROUND, SET IN THE TOP OF
 CD0560'A ROCK OUTCROP, A TRIANGULATION-STATION DISK, STAMPED CEMETERY
 CD0560'1934.
 CD0560'
 CD0560'REFERENCE MARK 1 IS 75.2 FT. S OF THE TRIANGULATION STATION,
 CD0560'391 FT. S OF THE CENTERLINE OF THE FARM ROAD, 113 FT. N OF THE
 CD0560'N CEMETERY FENCE, 70 FT. N OF A TELEPHONE POLE, 0.5 FT. ABOVE
 CD0560'THE GROUND, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 CD0560'POST, AND STAMPED CEMETERY NO 1 1934.
 CD0560'
 CD0560'REFERENCE MARK 2 IS 38.6 FT. NW OF THE TRIANGULATION STATION,
 CD0560'297 FT. S OF THE CENTERLINE OF THE FARM ROAD, 254 FT. E OF A
 CD0560'FENCE, 1.0 FT. ABOVE THE GROUND, 64 YD. N OF THE N CEMETERY
 CD0560'FENCE, A REFERENCE-MARK DISK, SET IN THE TOP OF A ROCK OUTCROP,
 CD0560'AND STAMPED CEMETERY NO 2 1934.
 CD0560'
 CD0560'AZIMUTH MARK IS 0.7 MI. S OF THE TRIANGULATION STATION, 0.3 MI.
 CD0560'E ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CD0560'SIERRA BLANCA, 7 RAILS E OF A TOOL SHED, 169 FT. W OF A FENCE
 CD0560'CORNER, 123 FT. W OF THE CENTER OF A GATE, 96 FT. N OF THE N
 CD0560'RAIL OF THE MAIN TRACK, 2 FT. S OF A FENCE, 1 FT. E OF A
 CD0560'WITNESS POST, A REFERENCE-MARK DISK, SET IN THE TOP OF A
 CD0560'CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND, AND
 CD0560'STAMPED CEMETERY 1934 AZIMUTH.
 CD0560
 CD0560                          STATION RECOVERY (1956)
 CD0560
 CD0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CD0560'0.8 MI NE FROM SIERRA BLANCA.
 CD0560'0.8 MILE NORTHEAST ALONG FARM ROAD 1111 FROM THE TEXAS AND PACIFIC
 CD0560'RAILROAD STATION AT SIERRA BLANCA, ON TOP OF A SMALL ROCKY RIDGE, 316
 CD0560'FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 188 FEET NORTH OF THE
 CD0560'NORTH CEMETERY FENCE, 145 FEET NORTH OF A TELEPHONE POLE, 75.2 FEET
 CD0560'NORTH OF CEMETERY R.M. 1, 38.6 FEET SOUTHEAST OF CEMETERY R.M. 2, 0.5
 CD0560'FOOT ABOVE THE GROUND, SET IN THE TOP OF A ROCK OUTCROP.
 CD0560
 CD0560                          STATION RECOVERY (1981)
 CD0560
 CD0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CD0560'REFERENCE MARK NO 1 WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CD0560'REFERENCE MARK NO 2 WAS NOT RECOVERED.
 CD0560'
 CD0560'THE AZIMUTH MARK WAS FOUND DESTROYED.  THE TOP OF THE HILL HAS BEEN
 CD0560'LEVELED OFF AND A NEW CHURCH HAS BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6827 ***********************************************************************
 AW6827  DESIGNATION -  CEMETERY
 AW6827  PID         -  AW6827
 AW6827  STATE/COUNTY-  TX/BRAZORIA
 AW6827  USGS QUAD   -  LAKE JACKSON (1974)
 AW6827
 AW6827                         *CURRENT SURVEY CONTROL
 AW6827  ___________________________________________________________________
 AW6827* NAD 83(1993)-  29 01 10.37821(N)    095 25 12.27373(W)     ADJUSTED  
 AW6827* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AW6827  ___________________________________________________________________
 AW6827  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6827  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW6827
 AW6827  HORZ ORDER  -  SECOND
 AW6827
 AW6827.The horizontal coordinates were established by classical geodetic methods
 AW6827.and adjusted by the National Geodetic Survey in February 1996..
 AW6827
 AW6827.The orthometric height was scaled from a topographic map.
 AW6827
 AW6827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6827
 AW6827.The geoid height was determined by GEOID03.
 AW6827
 AW6827;                    North         East     Units Scale Factor Converg.
 AW6827;SPC TXSC     - 4,136,801.532   948,661.324   MT  0.99987829   +1 45 13.9
 AW6827;SPC TXSC     -13,572,156.36  3,112,399.69   sFT  0.99987829   +1 45 13.9
 AW6827;UTM  15      - 3,212,567.302   264,291.755   MT  1.00028565   -1 10 28.3
 AW6827
 AW6827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6827!SPC TXSC     -   1.00000354  x   0.99987829  =   0.99988183
 AW6827!UTM  15      -   1.00000354  x   1.00028565  =   1.00028920
 AW6827
 AW6827:                Primary Azimuth Mark                     Grid Az
 AW6827:SPC TXSC     -  CLUTE MUNICIPAL TANK                     080 11 05.5
 AW6827:UTM  15      -  CLUTE MUNICIPAL TANK                     083 06 47.7
 AW6827
 AW6827|---------------------------------------------------------------------|
 AW6827| PID    Reference Object                     Distance      Geod. Az  |
 AW6827|                                                           dddmmss.s |
 AW6827| AW6828 CLUTE MUNICIPAL TANK                APPROX. 1.5 KM 0815619.4 |
 AW6827| CV7016 CEMETERY RM 1                        23.003 METERS 17842     |
 AW6827| CV7015 CEMETERY AZ MK                                     2804047.6 |
 AW6827| AW6824 LAKE JACKSON MUNICIPAL TANK         APPROX. 2.6 KM 3170324.0 |
 AW6827| CV7017 CEMETERY RM 2                        21.376 METERS 33628     |
 AW6827|---------------------------------------------------------------------|
 AW6827
 AW6827                          SUPERSEDED SURVEY CONTROL
 AW6827
 AW6827  NAD 83(1986)-  29 01 10.38808(N)    095 25 12.25258(W) AD(       ) 2
 AW6827  NAD 27      -  29 01 09.50100(N)    095 25 11.46300(W) AD(       ) 2
 AW6827
 AW6827.Superseded values are not recommended for survey control.
 AW6827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6827.See file dsdata.txt to determine how the superseded data were derived.
 AW6827
 AW6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6429212567(NAD 83)
 AW6827_MARKER: DS = TRIANGULATION STATION DISK
 AW6827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6827
 AW6827  HISTORY     - Date     Condition        Report By
 AW6827  HISTORY     - 1954     MONUMENTED       CGS
 AW6827  HISTORY     - 1960     GOOD             CGS
 AW6827
 AW6827                          STATION DESCRIPTION
 AW6827
 AW6827'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW6827'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF THE
 AW6827'COMMUNITY OF LAKE JACKSON, 1.5 MILES NORTHWEST OF CLUTE,
 AW6827'AND AT THE ENTRANCE TO THE RESTWOOD CEMETERY GROUNDS.
 AW6827'
 AW6827'REACHED FROM THE JUNCTION OF STATE HIGHWAY 288 AND FARM AND
 AW6827'MARKET ROAD 1605 AT THE SOUTHEAST EDGE OF CLUTE BY GOING
 AW6827'NORTHWESTERLY ON ROAD 1605 FOR 2.3 MILES TO A ROAD FORK
 AW6827'AND THE CEMETERY ENTRANCE AND STATION ON THE RIGHT.
 AW6827'
 AW6827'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTHWESTERLY
 AW6827'ON ROAD 1605 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AW6827'
 AW6827'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6827'IS 116 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE CEMETERY
 AW6827'DRIVEWAY, 103 FEET NORTH OF THE CENTERLINE OF ROAD 1605,
 AW6827'27 FEET NORTHEAST OF A POWER POLE, AND 12 FEET SOUTHWEST
 AW6827'OF A WITNESS POST.  THE DISK IS STAMPED CEMETERY 1954, AND
 AW6827'THE MARK IS FLUSH WITH THE GROUND.
 AW6827'
 AW6827'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CEMETERY
 AW6827'NO 1 1954, SET IN A DRILL HOLE IN THE CENTER OF A CULVERT 25
 AW6827'FEET NORTH OF THE CENTERLINE OF ROAD 1605.
 AW6827'
 AW6827'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AW6827'MONUMENT, IS 82 FEET NORTH OF THE APPROXIMATE CENTER OF
 AW6827'A BLACKTOP ROAD, 64 FEET SOUTHEAST OF A POWER POLE, AND 2
 AW6827'FEET SOUTHWEST OF A HEDGE AROUND THE CEMETERY.  THE DISK
 AW6827'IS STAMPED CEMETERY NO 2 1954, AND THE MARK IS FLUSH WITH
 AW6827'THE GROUND.
 AW6827'
 AW6827'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6827'IS 47 FEET SOUTH OF THE CENTERLINE OF ROAD 1605, 25 FEET
 AW6827'WEST OF THE APPROXIMATE CENTER OF A GRAVELED DRIVE, 2 FEET
 AW6827'EAST OF A WITNESS POST, AND 1.5 FEET SOUTH OF A POWER POLE.
 AW6827'THE DISK IS STAMPED CEMETERY 1954, AND THE MARK PROJECTS
 AW6827'2 INCHES.
 AW6827'
 AW6827'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AW6827
 AW6827                          STATION RECOVERY (1960)
 AW6827
 AW6827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6827'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 AW6827'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE DISTANCE
 AW6827'FROM THE STATION PLACES THE AZIMUTH MARK AT A CORNER NOW
 AW6827'OCCUPIED BY A SERVICE STATION.  IT IS BELIEVED THAT THE MARK
 AW6827'WAS DESTROYED DURING CONSTRUCTION OF THE DRIVEWAYS INTO
 AW6827'THE SERVICE STATION.
 AW6827'
 AW6827'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE
 AW6827'ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9219 ***********************************************************************
 AF9219  DESIGNATION -  CEMETERY
 AF9219  PID         -  AF9219
 AF9219  STATE/COUNTY-  TX/STONEWALL
 AF9219  USGS QUAD   -  SWENSON (1968)
 AF9219
 AF9219                         *CURRENT SURVEY CONTROL
 AF9219  ___________________________________________________________________
 AF9219* NAD 83(1993)-  33 08 10.40616(N)    100 16 28.16470(W)     ADJUSTED  
 AF9219* NAVD 88     -       580.     (meters)    1903.     (feet)  SCALED    
 AF9219  ___________________________________________________________________
 AF9219  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 AF9219  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AF9219
 AF9219  HORZ ORDER  -  THIRD
 AF9219
 AF9219.The horizontal coordinates were established by classical geodetic methods
 AF9219.and adjusted by the National Geodetic Survey in July 1998..
 AF9219
 AF9219.The orthometric height was scaled from a topographic map.
 AF9219
 AF9219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9219
 AF9219.The geoid height was determined by GEOID03.
 AF9219
 AF9219;                    North         East     Units Scale Factor Converg.
 AF9219;SPC TXNC     - 2,164,357.173   434,452.276   MT  0.99987371   -0 58 04.1
 AF9219;SPC TXNC     - 7,100,895.16  1,425,365.51   sFT  0.99987371   -0 58 04.1
 AF9219;UTM  14      - 3,667,111.718   381,121.754   MT  0.99977424   -0 41 48.3
 AF9219
 AF9219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9219!SPC TXNC     -   0.99991333  x   0.99987371  =   0.99978705
 AF9219!UTM  14      -   0.99991333  x   0.99977424  =   0.99968759
 AF9219
 AF9219                          SUPERSEDED SURVEY CONTROL
 AF9219
 AF9219.No superseded survey control is available for this station.
 AF9219
 AF9219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB8112267112(NAD 83)
 AF9219_MARKER: DS = TRIANGULATION STATION DISK
 AF9219
 AF9219  HISTORY     - Date     Condition        Report By
 AF9219  HISTORY     - 1925     MONUMENTED       USGS
 AF9219
 AF9219                          STATION DESCRIPTION
 AF9219
 AF9219'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 AF9219'LOCATED 3 MI. W. OF ASPERMONT, ALONG THE ASPERMONT-PEACOCK RD., ABOUT
 AF9219'0.25 MI. W. OF THE ASPERMONT CEMETERY, AND 740 FT. N. FROM CENTER OF
 AF9219'PUBLIC RD., ON HIGHEST POINT OF RIDGE IN PASTURE OWNED BY J. E. KEEN
 AF9219'OF ASPERMONT.
 AF9219'STATION MARK--STANDARD TABLET STAMPED---TRIAN. STA. 1925---, SET IN
 AF9219'CONCRETE POST.
 AF9219'REFERENCE MARK NO. 1--A CROSS CUT ON STONE SET IN GROUND, 100.00 FT.
 AF9219'FROM STATION IN DIRECTION 358 DEGREES 48 MINUTES.
 AF9219'REFERENCE MARK NO. 2--A HOLLOW IRON PIPE USED AS ANCHOR BRACE FOR
 AF9219'SIGNAL, 18.05 FT. FROM STATION IN DIRECTION 243 DEGREES 01 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0561 ***********************************************************************
 CD0561  DESIGNATION -  CEMETERY RM 1
 CD0561  PID         -  CD0561
 CD0561  STATE/COUNTY-  TX/HUDSPETH
 CD0561  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0561
 CD0561                         *CURRENT SURVEY CONTROL
 CD0561  ___________________________________________________________________
 CD0561* NAD 83(1986)-  31 10 55.     (N)    105 21 00.     (W)     SCALED    
 CD0561* NAVD 88     -      1383.558  (meters)    4539.22   (feet)  ADJUSTED  
 CD0561  ___________________________________________________________________
 CD0561  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CD0561  DYNAMIC HT  -        1381.350 (meters)    4531.98  (feet)  COMP
 CD0561  MODELED GRAV-     978,995.8   (mgal)                       NAVD 88
 CD0561
 CD0561  VERT ORDER  -  FIRST     CLASS II
 CD0561
 CD0561.The horizontal coordinates were scaled from a topographic map and have
 CD0561.an estimated accuracy of +/- 6 seconds.
 CD0561
 CD0561.The orthometric height was determined by differential leveling
 CD0561.and adjusted by the National Geodetic Survey in June 1991..
 CD0561
 CD0561.The geoid height was determined by GEOID03.
 CD0561
 CD0561.The dynamic height is computed by dividing the NAVD 88
 CD0561.geopotential number by the normal gravity value computed on the
 CD0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0561.degrees latitude (g = 980.6199 gals.).
 CD0561
 CD0561.The modeled gravity was interpolated from observed gravity values.
 CD0561
 CD0561;                    North         East    Units  Estimated Accuracy
 CD0561;SPC TX C     - 3,178,760.      222,020.      MT  (+/- 180 meters Scaled)
 CD0561
 CD0561                          SUPERSEDED SURVEY CONTROL
 CD0561
 CD0561  NGVD 29 (??/??/92) 1382.963  (m)         4537.27   (f) ADJ UNCH    1 2
 CD0561
 CD0561.Superseded values are not recommended for survey control.
 CD0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0561.See file dsdata.txt to determine how the superseded data were derived.
 CD0561
 CD0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ666498(NAD 83)
 CD0561_MARKER: DR = REFERENCE MARK DISK
 CD0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0561_STAMPING: CEMETERY NO 1 1934
 CD0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0561+STABILITY: SURFACE MOTION
 CD0561
 CD0561  HISTORY     - Date     Condition        Report By
 CD0561  HISTORY     - 1934     MONUMENTED       CGS
 CD0561  HISTORY     - 1956     GOOD             NGS
 CD0561
 CD0561                          STATION DESCRIPTION
 CD0561
 CD0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0561'0.8 MI NE FROM SIERRA BLANCA.
 CD0561'0.8 MILE NORTHEAST ALONG FARM ROAD 1111 FROM THE TEXAS AND PACIFIC
 CD0561'RAILROAD STATION AT SIERRA BLANCA, ON THE SOUTH SLOPE OF A SMALL ROCKY
 CD0561'RIDGE, 391 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 113 FEET
 CD0561'NORTH OF THE NORTH CEMETERY FENCE, 70 FEET NORTH OF A TELEPHONE POLE,
 CD0561'75.2 FEET SOUTH OF TRIANGULATION STATION CEMETERY 1934, 0.5 FOOT ABOVE
 CD0561'THE GROUND, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 CD0561'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0559 ***********************************************************************
 CD0559  DESIGNATION -  CEMETERY RM 2
 CD0559  PID         -  CD0559
 CD0559  STATE/COUNTY-  TX/HUDSPETH
 CD0559  USGS QUAD   -  SIERRA BLANCA (1979)
 CD0559
 CD0559                         *CURRENT SURVEY CONTROL
 CD0559  ___________________________________________________________________
 CD0559* NAD 83(1986)-  31 10 55.     (N)    105 21 00.     (W)     SCALED    
 CD0559* NAVD 88     -      1387.171  (meters)    4551.08   (feet)  ADJUSTED  
 CD0559  ___________________________________________________________________
 CD0559  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CD0559  DYNAMIC HT  -        1384.957 (meters)    4543.81  (feet)  COMP
 CD0559  MODELED GRAV-     978,995.8   (mgal)                       NAVD 88
 CD0559
 CD0559  VERT ORDER  -  FIRST     CLASS II
 CD0559
 CD0559.The horizontal coordinates were scaled from a topographic map and have
 CD0559.an estimated accuracy of +/- 6 seconds.
 CD0559
 CD0559.The orthometric height was determined by differential leveling
 CD0559.and adjusted by the National Geodetic Survey in June 1991..
 CD0559
 CD0559.The geoid height was determined by GEOID03.
 CD0559
 CD0559.The dynamic height is computed by dividing the NAVD 88
 CD0559.geopotential number by the normal gravity value computed on the
 CD0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0559.degrees latitude (g = 980.6199 gals.).
 CD0559
 CD0559.The modeled gravity was interpolated from observed gravity values.
 CD0559
 CD0559;                    North         East    Units  Estimated Accuracy
 CD0559;SPC TX C     - 3,178,760.      222,020.      MT  (+/- 180 meters Scaled)
 CD0559
 CD0559                          SUPERSEDED SURVEY CONTROL
 CD0559
 CD0559  NGVD 29 (??/??/92) 1386.576  (m)         4549.12   (f) ADJ UNCH    1 2
 CD0559
 CD0559.Superseded values are not recommended for survey control.
 CD0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0559.See file dsdata.txt to determine how the superseded data were derived.
 CD0559
 CD0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ666498(NAD 83)
 CD0559_MARKER: DR = REFERENCE MARK DISK
 CD0559_SETTING: 66 = SET IN ROCK OUTCROP
 CD0559_SP_SET: OUTCROP
 CD0559_STAMPING: CEMETERY NO 2 1934
 CD0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0559+STABILITY: POSITION/ELEVATION WELL
 CD0559
 CD0559  HISTORY     - Date     Condition        Report By
 CD0559  HISTORY     - 1934     MONUMENTED       CGS
 CD0559  HISTORY     - 1956     GOOD             NGS
 CD0559
 CD0559                          STATION DESCRIPTION
 CD0559
 CD0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0559'0.8 MI NE FROM SIERRA BLANCA.
 CD0559'0.8 MILE NORTHEAST ALONG FARM ROAD 1111 FROM THE TEXAS AND PACIFIC
 CD0559'RAILROAD STATION AT SIERRA BLANCA, ON THE WEST END OF A SMALL ROCKY
 CD0559'RIDGE, 38.6 FEET NORTHWEST OF TRIANGULATION STATION CEMETERY 1934, 297
 CD0559'FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 254 FEET EAST OF A
 CD0559'FENCE, 1.0 FOOT ABOVE THE GROUND, 64 YARDS NORTH OF THE NORTH CEMETERY
 CD0559'FENCE, SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0600 ***********************************************************************
 CE0600  DESIGNATION -  CEN 1
 CE0600  PID         -  CE0600
 CE0600  STATE/COUNTY-  TX/EL PASO
 CE0600  USGS QUAD   -  EL PASO (1997)
 CE0600
 CE0600                         *CURRENT SURVEY CONTROL
 CE0600  ___________________________________________________________________
 CE0600* NAD 83(1993)-  31 49 34.20045(N)    106 25 15.82178(W)     ADJUSTED  
 CE0600* NAVD 88     -      1177.8    (meters)    3864.     (feet)  VERTCON   
 CE0600  ___________________________________________________________________
 CE0600  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 CE0600  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0600
 CE0600  HORZ ORDER  -  SECOND
 CE0600
 CE0600.The horizontal coordinates were established by classical geodetic methods
 CE0600.and adjusted by the National Geodetic Survey in February 1996..
 CE0600
 CE0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0600
 CE0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0600
 CE0600.The geoid height was determined by GEOID03.
 CE0600
 CE0600;                    North         East     Units Scale Factor Converg.
 CE0600;SPC TX C     - 3,255,167.307   123,964.956   MT  0.99998514   -3 08 07.9
 CE0600;SPC TX C     -10,679,661.41    406,708.36   sFT  0.99998514   -3 08 07.9
 CE0600;UTM  13      - 3,522,047.458   365,514.344   MT  0.99982306   -0 44 58.2
 CE0600
 CE0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0600!SPC TX C     -   0.99981887  x   0.99998514  =   0.99980401
 CE0600!UTM  13      -   0.99981887  x   0.99982306  =   0.99964196
 CE0600
 CE0600:                Primary Azimuth Mark                     Grid Az
 CE0600:SPC TX C     -  EL PASO BIGGS FIELD E TANK               084 27 39.6
 CE0600:UTM  13      -  EL PASO BIGGS FIELD E TANK               082 04 29.9
 CE0600
 CE0600|---------------------------------------------------------------------|
 CE0600| PID    Reference Object                     Distance      Geod. Az  |
 CE0600|                                                           dddmmss.s |
 CE0600| CE0587 EL PASO BIGGS FIELD E TANK          APPROX. 4.0 KM 0811931.7 |
 CE0600| CE0599 BLISS 2 RM 5                        APPROX. 1.8 KM 1785419.4 |
 CE0600| CE0578 EL PASO FORT BLISS OLD SECTION TANK APPROX. 2.2 KM 2151738.3 |
 CE0600|---------------------------------------------------------------------|
 CE0600
 CE0600                          SUPERSEDED SURVEY CONTROL
 CE0600
 CE0600  NAD 83(1993)-  31 49 34.20180(N)    106 25 15.82108(W) AD(       ) 2
 CE0600  NAD 83(1986)-  31 49 34.20389(N)    106 25 15.82044(W) AD(       ) 2
 CE0600  NAD 27      -  31 49 33.81650(N)    106 25 13.86906(W) AD(       ) 2
 CE0600  NGVD 29 (07/19/86) 1177.3    (m)         3863.     (f) VERT ANG       
 CE0600
 CE0600.Superseded values are not recommended for survey control.
 CE0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0600.See file dsdata.txt to determine how the superseded data were derived.
 CE0600
 CE0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6551422047(NAD 83)
 CE0600_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0600_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0600+STABILITY: SURFACE MOTION
 CE0600
 CE0600  HISTORY     - Date     Condition        Report By
 CE0600  HISTORY     - 1980     MONUMENTED       TX2190
 CE0600
 CE0600                          STATION DESCRIPTION
 CE0600
 CE0600'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0600'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTH-NORTHEAST
 CE0600'OF DOWNTOWN EL PASO, 2.4 KM (1-1/2 MI) NORTHWEST
 CE0600'OF THE EL PASO INTERNATIONAL AIRPORT.
 CE0600'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0600'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0600'915-543-4200.
 CE0600'
 CE0600'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 CE0600'AND FRED WILSON, GO EAST ON FRED WILSON FOR 1.6 KM (1.0 MI)
 CE0600'TO THE STATION ON THE RIGHT.
 CE0600'
 CE0600'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0600'STAMPED---CEN 1 EPGS 1980---,
 CE0600'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0600'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 CE0600'56.30 METERS EAST FROM THE CENTER OF THE ENTRANCE DRIVE TO FORT
 CE0600'BLISS,
 CE0600'16.15 METERS SOUTH FROM THE CENTER OF FRED WILSON ROAD,
 CE0600'16.06 METERS WEST FROM A UTILITY POLE,
 CE0600'12.50 METERS NORTH FROM A RAISED MANHOLE, AND
 CE0600'2.74 METERS SOUTH FROM THE SOUTH CURB ALONG FRED WILSON ROAD.
 CE0600'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0600'STAMPED---CEN 1 EPGS 1980---,
 CE0600'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0600'
 CE0600'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0600'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0540 ***********************************************************************
 CE0540  DESIGNATION -  CEN 10
 CE0540  PID         -  CE0540
 CE0540  STATE/COUNTY-  TX/EL PASO
 CE0540  USGS QUAD   -  FORT BLISS SE (1994)
 CE0540
 CE0540                         *CURRENT SURVEY CONTROL
 CE0540  ___________________________________________________________________
 CE0540* NAD 83(1993)-  31 46 03.14103(N)    106 21 39.97647(W)     ADJUSTED  
 CE0540* NAVD 88     -      1209.0    (meters)    3967.     (feet)  VERTCON   
 CE0540  ___________________________________________________________________
 CE0540  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CE0540  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0540
 CE0540  HORZ ORDER  -  SECOND
 CE0540
 CE0540.The horizontal coordinates were established by classical geodetic methods
 CE0540.and adjusted by the National Geodetic Survey in February 1996..
 CE0540
 CE0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0540
 CE0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0540
 CE0540.The geoid height was determined by GEOID03.
 CE0540
 CE0540;                    North         East     Units Scale Factor Converg.
 CE0540;SPC TX C     - 3,248,367.225   129,280.572   MT  0.99997095   -3 06 16.8
 CE0540;SPC TX C     -10,657,351.47    424,148.01   sFT  0.99997095   -3 06 16.8
 CE0540;UTM  13      - 3,515,475.745   371,107.648   MT  0.99980489   -0 43 00.1
 CE0540
 CE0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0540!SPC TX C     -   0.99981399  x   0.99997095  =   0.99978494
 CE0540!UTM  13      -   0.99981399  x   0.99980489  =   0.99961891
 CE0540
 CE0540:                Primary Azimuth Mark                     Grid Az
 CE0540:SPC TX C     -  MOSSWOOD                                 103 08 23.9
 CE0540:UTM  13      -  MOSSWOOD                                 100 45 07.2
 CE0540
 CE0540|---------------------------------------------------------------------|
 CE0540| PID    Reference Object                     Distance      Geod. Az  |
 CE0540|                                                           dddmmss.s |
 CE0540| CE0539 MOSSWOOD                            APPROX. 2.6 KM 1000207.1 |
 CE0540| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 2.7 KM 2591043.4 |
 CE0540| CE0541 EL PASO EASTWOOD MUN TANK           390.832 METERS 35114     |
 CE0540|---------------------------------------------------------------------|
 CE0540
 CE0540                          SUPERSEDED SURVEY CONTROL
 CE0540
 CE0540  NAD 83(1993)-  31 46 03.14327(N)    106 21 39.97465(W) AD(       ) 2
 CE0540  NAD 83(1986)-  31 46 03.14471(N)    106 21 39.97436(W) AD(       ) 2
 CE0540  NAD 27      -  31 46 02.75133(N)    106 21 38.03294(W) AD(       ) 2
 CE0540  NGVD 29 (07/19/86) 1208.5    (m)         3965.     (f) VERT ANG       
 CE0540
 CE0540.Superseded values are not recommended for survey control.
 CE0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0540.See file dsdata.txt to determine how the superseded data were derived.
 CE0540
 CE0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7110815476(NAD 83)
 CE0540_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0540+STABILITY: SURFACE MOTION
 CE0540
 CE0540  HISTORY     - Date     Condition        Report By
 CE0540  HISTORY     - 1980     MONUMENTED       TX2190
 CE0540
 CE0540                          STATION DESCRIPTION
 CE0540
 CE0540'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0540'THE STATION IS LOCATED IN THE CITY OF EL PASO,  AT REAR AND
 CE0540'EAST OF CITADEL APARTMENTS, AT INTERSECTION ACER DRIVE AND
 CE0540'VISCOUNT BLVD.
 CE0540'OWNERSHIP--CITY OF EL PASO, WATER UTILITIES PUBLIC SERVICE BOARD,
 CE0540'MR. ROBERT PARSON, ENGINEERING DEPARTMENT, 320 SOUTH
 CE0540'CAMPBELL, EL PASO, TEXAS 79901.  TELEPHONE NUMBER
 CE0540'915-533-9701.
 CE0540'
 CE0540'TO REACH THE STATION FROM THE JUNCTION OF GATEWAY EAST
 CE0540'AND MCRAE BLVD, AT INTERSTATE 10 (EXIT 28A), GO NORTHERLY
 CE0540'ON MCRAE BLVD FOR 1.0 KM (0.65 MI) TO A CROSSROAD.  TURN
 CE0540'LEFT AND GO WESTERLY ON ACER DRIVE FOR 0.4 KM (0.25 MI)
 CE0540'TO A POWER LINE AT EAST END OF AN APARTMENT COMPLEX.  TURN
 CE0540'RIGHT AND GO NORTHERLY, UPHILL, FOR 0.2 KM (0.1 MI) TO THE
 CE0540'TOP OF A MESA AND THE STATION.
 CE0540'
 CE0540'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0540'STAMPED---EPGS CEN 10 1980---,
 CE0540'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 24 CM IN DIAMETER
 CE0540'FLUSH WITH GROUND.  IT IS LOCATED
 CE0540'19.5 METERS WEST-SOUTHWEST FROM A FENCE CORNER,
 CE0540'15.33 METERS SOUTH-SOUTHEAST FROM POWER POLE NUMBER 63F AND
 CE0540'11.4 METERS NORTH-NORTHWEST FROM A PIPE BARRICADE.
 CE0540'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0540'STAMPED---EPGS CEN 10 1980---,
 CE0540'SET INTO AN IRREGULAR MASS OF CONCRETE 1.4 METERS BELOW THE SURFACE.
 CE0540'
 CE0540'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.28 METERS.
 CE0540'
 CE0540'THE STATION IS ENCLOSED IN AN IRON COLLAR WITH LID.
 CE0540'AN EDM TIE WAS MADE TO STATION MOSSWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0594 ***********************************************************************
 CE0594  DESIGNATION -  CEN 11
 CE0594  PID         -  CE0594
 CE0594  STATE/COUNTY-  TX/EL PASO
 CE0594  USGS QUAD   -  EL PASO (1997)
 CE0594
 CE0594                         *CURRENT SURVEY CONTROL
 CE0594  ___________________________________________________________________
 CE0594* NAD 83(1993)-  31 49 03.89820(N)    106 24 16.37399(W)     ADJUSTED  
 CE0594* NAVD 88     -      1189.3    (meters)    3902.     (feet)  VERTCON   
 CE0594  ___________________________________________________________________
 CE0594  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CE0594  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CE0594
 CE0594  HORZ ORDER  -  SECOND
 CE0594
 CE0594.The horizontal coordinates were established by classical geodetic methods
 CE0594.and adjusted by the National Geodetic Survey in February 1996..
 CE0594
 CE0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0594
 CE0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0594
 CE0594.The geoid height was determined by GEOID03.
 CE0594
 CE0594;                    North         East     Units Scale Factor Converg.
 CE0594;SPC TX C     - 3,254,149.977   125,475.014   MT  0.99998304   -3 07 37.3
 CE0594;SPC TX C     -10,676,323.72    411,662.61   sFT  0.99998304   -3 07 37.3
 CE0594;UTM  13      - 3,521,094.038   367,065.196   MT  0.99981795   -0 44 26.2
 CE0594
 CE0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0594!SPC TX C     -   0.99981707  x   0.99998304  =   0.99980011
 CE0594!UTM  13      -   0.99981707  x   0.99981795  =   0.99963505
 CE0594
 CE0594:                Primary Azimuth Mark                     Grid Az
 CE0594:SPC TX C     -  EL PASO BIGGS FIELD E TANK               060 11 32.6
 CE0594:UTM  13      -  EL PASO BIGGS FIELD E TANK               057 48 21.5
 CE0594
 CE0594|---------------------------------------------------------------------|
 CE0594| PID    Reference Object                     Distance      Geod. Az  |
 CE0594|                                                           dddmmss.s |
 CE0594| CE0587 EL PASO BIGGS FIELD E TANK          APPROX. 2.8 KM 0570355.3 |
 CE0594| CE0598 EL PASO FT BLISS S TANK             APPROX. 2.7 KM 2121644.9 |
 CE0594| CE0599 BLISS 2 RM 5                        APPROX. 1.8 KM 2390653.1 |
 CE0594| CE0597 EL PASO NAT GAS NO 3 TANK           APPROX. 4.9 KM 3500837.6 |
 CE0594|---------------------------------------------------------------------|
 CE0594
 CE0594                          SUPERSEDED SURVEY CONTROL
 CE0594
 CE0594  NAD 83(1993)-  31 49 03.89974(N)    106 24 16.37318(W) AD(       ) 2
 CE0594  NAD 83(1986)-  31 49 03.90171(N)    106 24 16.37260(W) AD(       ) 2
 CE0594  NAD 27      -  31 49 03.51320(N)    106 24 14.42298(W) AD(       ) 2
 CE0594  NGVD 29 (07/19/86) 1188.8    (m)         3900.     (f) VERT ANG       
 CE0594
 CE0594.Superseded values are not recommended for survey control.
 CE0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0594.See file dsdata.txt to determine how the superseded data were derived.
 CE0594
 CE0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6706521094(NAD 83)
 CE0594_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0594+STABILITY: SURFACE MOTION
 CE0594
 CE0594  HISTORY     - Date     Condition        Report By
 CE0594  HISTORY     - 1980     MONUMENTED       TX2190
 CE0594
 CE0594                          STATION DESCRIPTION
 CE0594
 CE0594'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0594'THE STATION IS LOCATED IN EL PASO AT THE T-INTERSECTION OF
 CE0594'AIRPORT ROAD AND FOUNDERS BOULEVARD.
 CE0594'OWNERSHIP--CITY OF EL PASO, PERMISSION THROUGH THE
 CE0594'ENGINEERS OFFICE, NO. 2 CIVIC CENTER PLAZA, EL PASO, TEXAS
 CE0594'79999, TELEPHONE NUMBER 915-543-4200.
 CE0594'
 CE0594'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0594'STAMPED---EPGS CEN 11 1980---,
 CE0594'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CE0594'RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED
 CE0594'30.8 METERS NORTH FROM THE EXTENDED CENTER OF FOUNDERS BOULEVARD,
 CE0594'3.3 METERS EAST FROM THE WEST CURB OF MEDIAN, AND
 CE0594'3.3 METERS WEST FROM THE EAST CURB OF MEDIAN.
 CE0594'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0594'STAMPED---EPGS CEN 11 1980---,
 CE0594'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0594'
 CE0594'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0594'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0611 ***********************************************************************
 CE0611  DESIGNATION -  CEN 12
 CE0611  PID         -  CE0611
 CE0611  STATE/COUNTY-  TX/EL PASO
 CE0611  USGS QUAD   -  EL PASO (1997)
 CE0611
 CE0611                         *CURRENT SURVEY CONTROL
 CE0611  ___________________________________________________________________
 CE0611* NAD 83(1993)-  31 47 34.64723(N)    106 27 08.87488(W)     ADJUSTED  
 CE0611* NAVD 88     -      1164.0    (meters)    3819.     (feet)  VERTCON   
 CE0611  ___________________________________________________________________
 CE0611  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 CE0611  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0611
 CE0611  HORZ ORDER  -  SECOND
 CE0611
 CE0611.The horizontal coordinates were established by classical geodetic methods
 CE0611.and adjusted by the National Geodetic Survey in February 1996..
 CE0611
 CE0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0611
 CE0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0611
 CE0611.The geoid height was determined by GEOID03.
 CE0611
 CE0611;                    North         East     Units Scale Factor Converg.
 CE0611;SPC TX C     - 3,251,653.626   120,794.008   MT  0.99997697   -3 09 06.2
 CE0611;SPC TX C     -10,668,133.60    396,305.01   sFT  0.99997697   -3 09 06.2
 CE0611;UTM  13      - 3,518,405.359   362,492.900   MT  0.99983320   -0 45 55.3
 CE0611
 CE0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0611!SPC TX C     -   0.99982104  x   0.99997697  =   0.99979801
 CE0611!UTM  13      -   0.99982104  x   0.99983320  =   0.99965427
 CE0611
 CE0611:                Primary Azimuth Mark                     Grid Az
 CE0611:SPC TX C     -  EL PASO AUSTIN SCHOOL CUPOLA             006 58 06.1
 CE0611:UTM  13      -  EL PASO AUSTIN SCHOOL CUPOLA             004 34 55.2
 CE0611
 CE0611|---------------------------------------------------------------------|
 CE0611| PID    Reference Object                     Distance      Geod. Az  |
 CE0611|                                                           dddmmss.s |
 CE0611| CE0610 EL PASO AUSTIN SCHOOL CUPOLA        APPROX. 0.7 KM 0034859.9 |
 CE0611| CE0576 EL PASO LORETTO COLLEGE CUPOLA      APPROX. 1.8 KM 1085055.0 |
 CE0611| CE0618 EL PASO TV TOWER KVIA               APPROX. 2.7 KM 2572059.8 |
 CE0611| CE0627 BEACON 2                            APPROX. 3.2 KM 2944315.3 |
 CE0611|---------------------------------------------------------------------|
 CE0611
 CE0611                          SUPERSEDED SURVEY CONTROL
 CE0611
 CE0611  NAD 83(1993)-  31 47 34.64816(N)    106 27 08.87402(W) AD(       ) 2
 CE0611  NAD 83(1986)-  31 47 34.65031(N)    106 27 08.87325(W) AD(       ) 2
 CE0611  NAD 27      -  31 47 34.26120(N)    106 27 06.92220(W) AD(       ) 2
 CE0611  NGVD 29 (07/19/86) 1163.5    (m)         3817.     (f) VERT ANG       
 CE0611
 CE0611.Superseded values are not recommended for survey control.
 CE0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0611.See file dsdata.txt to determine how the superseded data were derived.
 CE0611
 CE0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6249318405(NAD 83)
 CE0611_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0611_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0611+STABILITY: SURFACE MOTION
 CE0611
 CE0611  HISTORY     - Date     Condition        Report By
 CE0611  HISTORY     - 1981     MONUMENTED       TX2190
 CE0611  HISTORY     - 19951228 GOOD             USPSQD
 CE0611
 CE0611                          STATION DESCRIPTION
 CE0611
 CE0611'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0611'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHEAST OF
 CE0611'THE CENTER OF EL PASO.
 CE0611'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0611'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0611'915-543-4200.
 CE0611'
 CE0611'TO REACH THE STATION FROM THE JUNCTION OF COPIA STREET AND
 CE0611'AURORA STREET, GO EAST ON AURORA STREET FOR 0.2 KM (0.1 MI)
 CE0611'TO THE JUNCTION WITH BYRON STREET AND THE STATION IN
 CE0611'THE SOUTHWEST CORNER.
 CE0611'
 CE0611'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0611'STAMPED---CEN 12 EPGS 1980---,
 CE0611'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0611'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 CE0611'10.85 METERS WEST FROM THE CENTER OF BRYON STREET,
 CE0611'10.76 METERS SOUTH FROM THE CENTER OF AURORA STREET, AND
 CE0611'3.23 METERS WEST FROM A UTILITY POLE.
 CE0611'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0611'STAMPED---CEN 12 EPGS 1980---,
 CE0611'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0611'
 CE0611'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0611'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 CE0611
 CE0611                          STATION RECOVERY (1995)
 CE0611
 CE0611'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0593 ***********************************************************************
 CE0593  DESIGNATION -  CEN 2
 CE0593  PID         -  CE0593
 CE0593  STATE/COUNTY-  TX/EL PASO
 CE0593  USGS QUAD   -  EL PASO (1997)
 CE0593
 CE0593                         *CURRENT SURVEY CONTROL
 CE0593  ___________________________________________________________________
 CE0593* NAD 83(1993)-  31 47 48.33271(N)    106 24 13.27491(W)     ADJUSTED  
 CE0593* NAVD 88     -      1191.5    (meters)    3909.     (feet)  VERTCON   
 CE0593  ___________________________________________________________________
 CE0593  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 CE0593  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0593
 CE0593  HORZ ORDER  -  SECOND
 CE0593
 CE0593.The horizontal coordinates were established by classical geodetic methods
 CE0593.and adjusted by the National Geodetic Survey in February 1996..
 CE0593
 CE0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0593
 CE0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0593
 CE0593.The geoid height was determined by GEOID03.
 CE0593
 CE0593;                    North         East     Units Scale Factor Converg.
 CE0593;SPC TX C     - 3,251,821.552   125,429.452   MT  0.99997789   -3 07 35.7
 CE0593;SPC TX C     -10,668,684.54    411,513.13   sFT  0.99997789   -3 07 35.7
 CE0593;UTM  13      - 3,518,766.114   367,116.628   MT  0.99981778   -0 44 23.0
 CE0593
 CE0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0593!SPC TX C     -   0.99981674  x   0.99997789  =   0.99979464
 CE0593!UTM  13      -   0.99981674  x   0.99981778  =   0.99963456
 CE0593
 CE0593:                Primary Azimuth Mark                     Grid Az
 CE0593:SPC TX C     -  EL PASO BIGGS FIELD STEEL TANK           028 13 14.7
 CE0593:UTM  13      -  EL PASO BIGGS FIELD STEEL TANK           025 50 02.0
 CE0593
 CE0593|---------------------------------------------------------------------|
 CE0593| PID    Reference Object                     Distance      Geod. Az  |
 CE0593|                                                           dddmmss.s |
 CE0593| CE0588 EL PASO BIGGS FIELD STEEL TANK      APPROX. 4.1 KM 0250539.0 |
 CE0593| CE0542 CONTROL                             APPROX. 2.9 KM 0891154.6 |
 CE0593| CE0555 EL PASE FORT BLISS NEW SECTION TANK APPROX. 2.6 KM 2833850.6 |
 CE0593|---------------------------------------------------------------------|
 CE0593
 CE0593                          SUPERSEDED SURVEY CONTROL
 CE0593
 CE0593  NAD 83(1993)-  31 47 48.33432(N)    106 24 13.27359(W) AD(       ) 2
 CE0593  NAD 83(1986)-  31 47 48.33620(N)    106 24 13.27312(W) AD(       ) 2
 CE0593  NAD 27      -  31 47 47.94540(N)    106 24 11.32622(W) AD(       ) 2
 CE0593  NGVD 29 (07/19/86) 1190.9    (m)         3907.     (f) VERT ANG       
 CE0593
 CE0593.Superseded values are not recommended for survey control.
 CE0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0593.See file dsdata.txt to determine how the superseded data were derived.
 CE0593
 CE0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6711718766(NAD 83)
 CE0593_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0593+STABILITY: SURFACE MOTION
 CE0593
 CE0593  HISTORY     - Date     Condition        Report By
 CE0593  HISTORY     - 1980     MONUMENTED       TX2190
 CE0593
 CE0593                          STATION DESCRIPTION
 CE0593
 CE0593'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0593'THE STATION IS LOCATED ABOUT 8.9 KM (5-1/2 MI) NORTHEAST OF
 CE0593'THE CENTER OF EL PASO.
 CE0593'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0593'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0593'915-543-4200.
 CE0593'
 CE0593'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0593'HIGHWAY 10 AND AIRWAY, GO NORTH ON AIRWAY FOR 2.25 KM
 CE0593'(1.4 MI) TO ENTRANCE OF EL PASO INTERNATIONAL AIRPORT, BEAR
 CE0593'LEFT CONTINUING ON AIRWAYS FOR 0.80 KM (0.5 MI) TO THE
 CE0593'STATION ON RIGHT.
 CE0593'
 CE0593'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0593'STAMPED---CEN 2 EPGS 1980---,
 CE0593'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CE0593'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 CE0593'44.14 METERS EAST FROM NORTH LIGHT POLE WITH AIRPORT LIGHTS ON
 CE0593'TOP,
 CE0593'42.98 METERS SOUTHWEST FROM THE RAILROAD TRACK SWITCH, AND
 CE0593'38.62 METERS NORTHEAST FROM SOUTH LIGHT POLE WITH AIRPORT LIGHTSS
 CE0593'ON TOP.
 CE0593'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0593'STAMPED---EPGS CEN 2 1980---,
 CE0593'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0593'
 CE0593'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0593'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0589 ***********************************************************************
 CE0589  DESIGNATION -  CEN 3
 CE0589  PID         -  CE0589
 CE0589  STATE/COUNTY-  TX/EL PASO
 CE0589  USGS QUAD   -  EL PASO (1997)
 CE0589
 CE0589                         *CURRENT SURVEY CONTROL
 CE0589  ___________________________________________________________________
 CE0589* NAD 83(1993)-  31 46 51.84730(N)    106 23 09.05214(W)     ADJUSTED  
 CE0589* NAVD 88     -      1198.9    (meters)    3933.     (feet)  VERTCON   
 CE0589  ___________________________________________________________________
 CE0589  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CE0589  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CE0589
 CE0589  HORZ ORDER  -  SECOND
 CE0589
 CE0589.The horizontal coordinates were established by classical geodetic methods
 CE0589.and adjusted by the National Geodetic Survey in February 1996..
 CE0589
 CE0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0589
 CE0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0589
 CE0589.The geoid height was determined by GEOID03.
 CE0589
 CE0589;                    North         East     Units Scale Factor Converg.
 CE0589;SPC TX C     - 3,249,992.360   127,021.729   MT  0.99997413   -3 07 02.6
 CE0589;SPC TX C     -10,662,683.27    416,737.12   sFT  0.99997413   -3 07 02.6
 CE0589;UTM  13      - 3,517,005.114   368,783.443   MT  0.99981235   -0 43 48.0
 CE0589
 CE0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0589!SPC TX C     -   0.99981557  x   0.99997413  =   0.99978971
 CE0589!UTM  13      -   0.99981557  x   0.99981235  =   0.99962796
 CE0589
 CE0589:                Primary Azimuth Mark                     Grid Az
 CE0589:SPC TX C     -  EL PASO PASOTEX REFINERY STK             216 18 08.2
 CE0589:UTM  13      -  EL PASO PASOTEX REFINERY STK             213 54 53.6
 CE0589
 CE0589|---------------------------------------------------------------------|
 CE0589| PID    Reference Object                     Distance      Geod. Az  |
 CE0589|                                                           dddmmss.s |
 CE0589| CE0544 EL PASO PASOTEX REFINERY STK        APPROX. 1.8 KM 2131105.6 |
 CE0589| CE0596 REDDINGTON                          APPROX. 2.4 KM 2673829.7 |
 CE0589| CE0621 EL PASO TV TOWER KTSM               APPROX. 9.6 KM 2860916.7 |
 CE0589|---------------------------------------------------------------------|
 CE0589
 CE0589                          SUPERSEDED SURVEY CONTROL
 CE0589
 CE0589  NAD 83(1993)-  31 46 51.84906(N)    106 23 09.05078(W) AD(       ) 2
 CE0589  NAD 83(1986)-  31 46 51.85079(N)    106 23 09.05051(W) AD(       ) 2
 CE0589  NAD 27      -  31 46 51.45855(N)    106 23 07.10449(W) AD(       ) 2
 CE0589  NGVD 29 (07/19/86) 1198.4    (m)         3932.     (f) VERT ANG       
 CE0589
 CE0589.Superseded values are not recommended for survey control.
 CE0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0589.See file dsdata.txt to determine how the superseded data were derived.
 CE0589
 CE0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6878317005(NAD 83)
 CE0589_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0589+STABILITY: SURFACE MOTION
 CE0589
 CE0589  HISTORY     - Date     Condition        Report By
 CE0589  HISTORY     - 1980     MONUMENTED       TX2190
 CE0589
 CE0589                          STATION DESCRIPTION
 CE0589
 CE0589'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0589'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) NORTHWEST OF
 CE0589'YSLETA, 8.4 KM (5-1/4 MI) NORTHEAST OF THE CENTER OF EL PASO
 CE0589'AND 1.6 KM (1 MI) SOUTHWEST OF THE EL PASO INTERNATIONAL
 CE0589'CONTROL TOWER.
 CE0589'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO 2
 CE0589'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0589'915-543-4200.
 CE0589'
 CE0589'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 CE0589'HIGHWAY 10 AND HAWKINS DRIVE, GO NORTH ON HAWKINS DRIVE
 CE0589'FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF VISCOUNT BOULEVARD.
 CE0589'TURN LEFT AND WEST ON VISCOUNT FOR 1.3 KM (0.8 MI) TO THE
 CE0589'INTERSECTION OF WESTMORELAND DRIVE AND THE STATION ON THE
 CE0589'NORTH SIDE OF THE ROAD IN THE PARK.  THE STATION IS COVERED
 CE0589'WITH A METAL BELL AND COVER MARKED CITY OF EL PASO
 CE0589'HORIZONTAL CONTROL.
 CE0589'
 CE0589'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0589'STAMPED---CEN 3 EPGS 1980---,
 CE0589'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER
 CE0589'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 CE0589'20.1 METERS (65.9 FT) NORTH FROM A CROSS CHISELED IN MEDIAN CURB
 CE0589'OF VISCOUNT BOULEVARD,
 CE0589'19.7 METERS (64.5 FT) SOUTH FROM THE SOUTHERN MOST FENCE CORNER
 CE0589'OF PONDER PARK BALL PARK, AND
 CE0589'15.4 METERS (50.5 FT) EAST FROM A WOODEN TELEPHONE CABLE WARNING
 CE0589'SIGN POST.
 CE0589'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0589'STAMPED---CEN 3 EPGS 1980---,
 CE0589'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 CE0589'
 CE0589'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0592 ***********************************************************************
 CE0592  DESIGNATION -  CEN 4
 CE0592  PID         -  CE0592
 CE0592  STATE/COUNTY-  TX/EL PASO
 CE0592  USGS QUAD   -  EL PASO (1997)
 CE0592
 CE0592                         *CURRENT SURVEY CONTROL
 CE0592  ___________________________________________________________________
 CE0592* NAD 83(1993)-  31 45 41.98635(N)    106 23 41.79962(W)     ADJUSTED  
 CE0592* NAVD 88     -      1128.4    (meters)    3702.     (feet)  VERTCON   
 CE0592  ___________________________________________________________________
 CE0592  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CE0592  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0592
 CE0592  HORZ ORDER  -  SECOND
 CE0592
 CE0592.The horizontal coordinates were established by classical geodetic methods
 CE0592.and adjusted by the National Geodetic Survey in February 1996..
 CE0592
 CE0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0592
 CE0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0592
 CE0592.The geoid height was determined by GEOID03.
 CE0592
 CE0592;                    North         East     Units Scale Factor Converg.
 CE0592;SPC TX C     - 3,247,890.732   126,044.243   MT  0.99996958   -3 07 19.5
 CE0592;SPC TX C     -10,655,788.18    413,530.15   sFT  0.99996958   -3 07 19.5
 CE0592;UTM  13      - 3,514,864.927   367,894.497   MT  0.99981524   -0 44 03.8
 CE0592
 CE0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0592!SPC TX C     -   0.99982665  x   0.99996958  =   0.99979623
 CE0592!UTM  13      -   0.99982665  x   0.99981524  =   0.99964192
 CE0592
 CE0592:                Primary Azimuth Mark                     Grid Az
 CE0592:SPC TX C     -  EL PASO NICHOLS COPPER CO STK            078 36 19.8
 CE0592:UTM  13      -  EL PASO NICHOLS COPPER CO STK            076 13 04.1
 CE0592
 CE0592|---------------------------------------------------------------------|
 CE0592| PID    Reference Object                     Distance      Geod. Az  |
 CE0592|                                                           dddmmss.s |
 CE0592| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 0.6 KM 0752900.3 |
 CE0592| CE0556 EL PASO KTSM RADIO MAST             APPROX. 1.4 KM 2662304.4 |
 CE0592| CE0596 REDDINGTON                          APPROX. 2.5 KM 3234315.9 |
 CE0592|---------------------------------------------------------------------|
 CE0592
 CE0592                          SUPERSEDED SURVEY CONTROL
 CE0592
 CE0592  NAD 83(1993)-  31 45 41.98802(N)    106 23 41.79791(W) AD(       ) 2
 CE0592  NAD 83(1986)-  31 45 41.98977(N)    106 23 41.79778(W) AD(       ) 2
 CE0592  NAD 27      -  31 45 41.59607(N)    106 23 39.85174(W) AD(       ) 2
 CE0592  NGVD 29 (07/19/86) 1127.9    (m)         3700.     (f) VERT ANG       
 CE0592
 CE0592.Superseded values are not recommended for survey control.
 CE0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0592.See file dsdata.txt to determine how the superseded data were derived.
 CE0592
 CE0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6789414865(NAD 83)
 CE0592_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0592_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0592+STABILITY: SURFACE MOTION
 CE0592
 CE0592  HISTORY     - Date     Condition        Report By
 CE0592  HISTORY     - 1980     MONUMENTED       TX2190
 CE0592
 CE0592                          STATION DESCRIPTION
 CE0592
 CE0592'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0592'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) EAST OF DOWNTOWN
 CE0592'EL PASO, 4 KM (2-1/2 MI) SOUTH OF THE INTERNATIONAL AIRPORT,
 CE0592'2.4 KM (1-1/2 MI) SOUTHWEST OF INTERSTATE HIGHWAY 10, AND IN
 CE0592'A VACANT LOT.
 CE0592'OWNERSHIP--CITY OF EL PASO, PERMISSION BY THE
 CE0592'ENGINEERING DEPARTMENT, NO. 2 CIVIC CENTER PLAZA,
 CE0592'EL PASO, TX 79999, TELEPHONE NUMBER 915-543-4200.
 CE0592'
 CE0592'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0592'HIGHWAY 10 AND TROWBRIDGE DRIVE, GO SOUTHERLY ON
 CE0592'TROWBRIDGE DRIVE FOR
 CE0592'2.9 KM (1.8 MI) TO A SIDE ROAD RIGHT (DELTA STREET).
 CE0592'CONTINUE AHEAD FOR
 CE0592'0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 CE0592'
 CE0592'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0592'STAMPED---CEN 4 EPGS 1980---,
 CE0592'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0592'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 CE0592'26.4 METERS (86.69 FT) SOUTHWEST FROM THE CURB ON TROWBRIDGE.
 CE0592'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0592'STAMPED---CEN 4 EPGS 1980---,
 CE0592'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0592'
 CE0592'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0592'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0602 ***********************************************************************
 CE0602  DESIGNATION -  CEN 5
 CE0602  PID         -  CE0602
 CE0602  STATE/COUNTY-  TX/EL PASO
 CE0602  USGS QUAD   -  EL PASO (1997)
 CE0602
 CE0602                         *CURRENT SURVEY CONTROL
 CE0602  ___________________________________________________________________
 CE0602* NAD 83(1993)-  31 46 16.11351(N)    106 25 31.09288(W)     ADJUSTED  
 CE0602* NAVD 88     -      1124.7    (meters)    3690.     (feet)  VERTCON   
 CE0602  ___________________________________________________________________
 CE0602  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CE0602  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CE0602
 CE0602  HORZ ORDER  -  SECOND
 CE0602
 CE0602.The horizontal coordinates were established by classical geodetic methods
 CE0602.and adjusted by the National Geodetic Survey in February 1996..
 CE0602
 CE0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0602
 CE0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0602
 CE0602.The geoid height was determined by GEOID03.
 CE0602
 CE0602;                    North         East     Units Scale Factor Converg.
 CE0602;SPC TX C     - 3,249,097.300   123,230.019   MT  0.99997179   -3 08 15.8
 CE0602;SPC TX C     -10,659,746.73    404,297.15   sFT  0.99997179   -3 08 15.8
 CE0602;UTM  13      - 3,515,953.054   365,032.885   MT  0.99982466   -0 45 02.1
 CE0602
 CE0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0602!SPC TX C     -   0.99982722  x   0.99997179  =   0.99979902
 CE0602!UTM  13      -   0.99982722  x   0.99982466  =   0.99965191
 CE0602
 CE0602:                Primary Azimuth Mark                     Grid Az
 CE0602:SPC TX C     -  REDDINGTON                               056 53 26.6
 CE0602:UTM  13      -  REDDINGTON                               054 30 12.9
 CE0602
 CE0602|---------------------------------------------------------------------|
 CE0602| PID    Reference Object                     Distance      Geod. Az  |
 CE0602|                                                           dddmmss.s |
 CE0602| CE0596 REDDINGTON                          APPROX. 1.7 KM 0534510.8 |
 CE0602| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 3.6 KM 1044206.5 |
 CE0602| CE0621 EL PASO TV TOWER KTSM               APPROX. 6.7 KM 3043011.2 |
 CE0602| CE0622 EL PASO TV TOWER KCIK               APPROX. 7.8 KM 3084953.7 |
 CE0602|---------------------------------------------------------------------|
 CE0602
 CE0602                          SUPERSEDED SURVEY CONTROL
 CE0602
 CE0602  NAD 83(1993)-  31 46 16.11475(N)    106 25 31.09131(W) AD(       ) 2
 CE0602  NAD 83(1986)-  31 46 16.11676(N)    106 25 31.09110(W) AD(       ) 2
 CE0602  NAD 27      -  31 46 15.72446(N)    106 25 29.14153(W) AD(       ) 2
 CE0602  NGVD 29 (07/19/86) 1124.2    (m)         3688.     (f) VERT ANG       
 CE0602
 CE0602.Superseded values are not recommended for survey control.
 CE0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0602.See file dsdata.txt to determine how the superseded data were derived.
 CE0602
 CE0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6503315953(NAD 83)
 CE0602_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0602_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0602+STABILITY: SURFACE MOTION
 CE0602
 CE0602  HISTORY     - Date     Condition        Report By
 CE0602  HISTORY     - 1980     MONUMENTED       TX2190
 CE0602  HISTORY     - 19951228 GOOD             USPSQD
 CE0602
 CE0602                          STATION DESCRIPTION
 CE0602
 CE0602'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0602'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) EAST OF DOWNTOWN
 CE0602'EL PASO AND NEAR THE INTERSECTION OF PAISANO DRIVE,
 CE0602'CHELSEA STREET AND EL PASO DRIVE.
 CE0602'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND PUBLIC
 CE0602'TRANSP, 212 NORTH CLARK DRIVE, EL PASO, TX 79905.
 CE0602'
 CE0602'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 10 CROSSES
 CE0602'OVER PAISANO DRIVE, ABOUT 6.4 KM (4.0 MI) EAST OF DOWNTOWN
 CE0602'EL PASO, GO SOUTH ON PAISANO DRIVE FOR 0.7 KM (0.45 MI) TO
 CE0602'AN INTERSECTION AND THE STATION ON THE RIGHT AS DESCRIBED.
 CE0602'
 CE0602'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0602'STAMPED---CEN 5 EPGS 1980---,
 CE0602'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 26 CM IN DIAMETER
 CE0602'RECESSED 23 CM BELOW THE GROUND.  IT IS LOCATED
 CE0602'14.48 METERS (47.5 FT) SOUTH FROM A WOODEN STREET LIGHT POLE,
 CE0602'7.62 METERS (25.0 FT) NORTH FROM A METAL TRAFFIC SIGNAL SWITCH
 CE0602'BOX, AND
 CE0602'2.74 METERS (9.0 FT) WEST FROM A CONCRETE CURB.
 CE0602'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0602'STAMPED---CEN 5 EPGS 1980---,
 CE0602'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 CE0602'
 CE0602'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 CE0602'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0602
 CE0602                          STATION RECOVERY (1995)
 CE0602
 CE0602'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0586 ***********************************************************************
 CE0586  DESIGNATION -  CEN 6
 CE0586  PID         -  CE0586
 CE0586  STATE/COUNTY-  TX/EL PASO
 CE0586  USGS QUAD   -  EL PASO (1997)
 CE0586
 CE0586                         *CURRENT SURVEY CONTROL
 CE0586  ___________________________________________________________________
 CE0586* NAD 83(1993)-  31 45 39.81067(N)    106 22 34.54284(W)     ADJUSTED  
 CE0586* NAVD 88     -      1146.8    (meters)    3762.     (feet)  VERTCON   
 CE0586  ___________________________________________________________________
 CE0586  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 CE0586  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0586
 CE0586  HORZ ORDER  -  SECOND
 CE0586
 CE0586.The horizontal coordinates were established by classical geodetic methods
 CE0586.and adjusted by the National Geodetic Survey in February 1996..
 CE0586
 CE0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0586
 CE0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0586
 CE0586.The geoid height was determined by GEOID03.
 CE0586
 CE0586;                    North         East     Units Scale Factor Converg.
 CE0586;SPC TX C     - 3,247,727.575   127,807.846   MT  0.99996944   -3 06 44.9
 CE0586;SPC TX C     -10,655,252.89    419,316.24   sFT  0.99996944   -3 06 44.9
 CE0586;UTM  13      - 3,514,775.404   369,663.088   MT  0.99980951   -0 43 28.3
 CE0586
 CE0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0586!SPC TX C     -   0.99982376  x   0.99996944  =   0.99979320
 CE0586!UTM  13      -   0.99982376  x   0.99980951  =   0.99963330
 CE0586
 CE0586:                Primary Azimuth Mark                     Grid Az
 CE0586:SPC TX C     -  FIRE                                     254 55 19.8
 CE0586:UTM  13      -  FIRE                                     252 32 03.2
 CE0586
 CE0586|---------------------------------------------------------------------|
 CE0586| PID    Reference Object                     Distance      Geod. Az  |
 CE0586|                                                           dddmmss.s |
 CE0586| CE0595 FIRE                                APPROX. 2.8 KM 2514834.9 |
 CE0586| CE0556 EL PASO KTSM RADIO MAST             APPROX. 3.2 KM 2693536.2 |
 CE0586| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 1.2 KM 2800547.8 |
 CE0586|---------------------------------------------------------------------|
 CE0586
 CE0586                          SUPERSEDED SURVEY CONTROL
 CE0586
 CE0586  NAD 83(1993)-  31 45 39.81269(N)    106 22 34.54112(W) AD(       ) 2
 CE0586  NAD 83(1986)-  31 45 39.81420(N)    106 22 34.54101(W) AD(       ) 2
 CE0586  NAD 27      -  31 45 39.42008(N)    106 22 32.59705(W) AD(       ) 2
 CE0586  NGVD 29 (07/19/86) 1146.3    (m)         3761.     (f) VERT ANG       
 CE0586
 CE0586.Superseded values are not recommended for survey control.
 CE0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0586.See file dsdata.txt to determine how the superseded data were derived.
 CE0586
 CE0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6966314775(NAD 83)
 CE0586_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0586+STABILITY: SURFACE MOTION
 CE0586
 CE0586  HISTORY     - Date     Condition        Report By
 CE0586  HISTORY     - 1980     MONUMENTED       TX2190
 CE0586
 CE0586                          STATION DESCRIPTION
 CE0586
 CE0586'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0586'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTH OF
 CE0586'INTERSTATE 10 AT THE INTERSECTION
 CE0586'OF HAWKINS BLVD AND TONY LAMA DRIVE.
 CE0586'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND PUBLIC
 CE0586'TRANSP, LYLE D. SCARBROUGH, SUPERVISING DESIGN
 CE0586'ENGINEER, 212 NORTH CLARK DRIVE, EL PASO, TX 79905,
 CE0586'TELEPHONE NUMBER 915-778-4254, EXT. 220.
 CE0586'
 CE0586'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND
 CE0586'HAWKINS BLVD, GO SOUTH ON HAWKINS BLVD FOR 1.5 KM (0.9 MI)
 CE0586'TO THE INTERSECTION
 CE0586'OF TONY LAMA DRIVE ON THE LEFT AND THE STATION
 CE0586'ON THE RIGHT.  THE STATION IS LOCATED ON THE RIGHT SHOULDER
 CE0586'OF HAWKINS BLVD.  THE STATION MARK IS INSIDE AN IRON COLLAR
 CE0586'COVERED WITH IRON LID.
 CE0586'
 CE0586'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0586'STAMPED---CEN 6 EPGS 1980---,
 CE0586'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 CE0586'RECESSED 25 CM BELOW THE GROUND.  IT IS LOCATED
 CE0586'23.4 METERS (77.0 FT) SOUTH-SOUTHEAST FROM THE BASE OF A STREET
 CE0586'LIGHT POLE,
 CE0586'16.5 METERS (53.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF A CITY
 CE0586'OF EL PASO MONUMENT AND
 CE0586'8.05 METERS (26.4 FT) NORTH-NORTHEAST FROM A CHAIN LINK FENCE.
 CE0586'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0586'STAMPED---CEN 6 EPGS 1980---,
 CE0586'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0586'
 CE0586'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0617 ***********************************************************************
 CE0617  DESIGNATION -  CEN 7
 CE0617  PID         -  CE0617
 CE0617  STATE/COUNTY-  TX/EL PASO
 CE0617  USGS QUAD   -  EL PASO (1997)
 CE0617
 CE0617                         *CURRENT SURVEY CONTROL
 CE0617  ___________________________________________________________________
 CE0617* NAD 83(1993)-  31 47 17.73170(N)    106 28 24.44722(W)     ADJUSTED  
 CE0617* NAVD 88     -      1219.2    (meters)    4000.     (feet)  VERTCON   
 CE0617  ___________________________________________________________________
 CE0617  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 CE0617  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CE0617
 CE0617  HORZ ORDER  -  SECOND
 CE0617
 CE0617.The horizontal coordinates were established by classical geodetic methods
 CE0617.and adjusted by the National Geodetic Survey in February 1996..
 CE0617
 CE0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0617
 CE0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0617
 CE0617.The geoid height was determined by GEOID03.
 CE0617
 CE0617;                    North         East     Units Scale Factor Converg.
 CE0617;SPC TX C     - 3,251,242.908   118,780.254   MT  0.99997584   -3 09 45.1
 CE0617;SPC TX C     -10,666,786.11    389,698.22   sFT  0.99997584   -3 09 45.1
 CE0617;UTM  13      - 3,517,911.220   360,498.272   MT  0.99984001   -0 46 34.7
 CE0617
 CE0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0617!SPC TX C     -   0.99981237  x   0.99997584  =   0.99978821
 CE0617!UTM  13      -   0.99981237  x   0.99984001  =   0.99965241
 CE0617
 CE0617:                Primary Azimuth Mark                     Grid Az
 CE0617:SPC TX C     -  EL PASE FORT BLISS NEW SECTION TANK      072 25 38.8
 CE0617:UTM  13      -  EL PASE FORT BLISS NEW SECTION TANK      070 02 28.4
 CE0617
 CE0617|---------------------------------------------------------------------|
 CE0617| PID    Reference Object                     Distance      Geod. Az  |
 CE0617|                                                           dddmmss.s |
 CE0617| CE0555 EL PASE FORT BLISS NEW SECTION TANK APPROX. 4.4 KM 0691553.7 |
 CE0617| CE0576 EL PASO LORETTO COLLEGE CUPOLA      APPROX. 3.7 KM 0910119.3 |
 CE0617| CE0615 SEARS                               APPROX. 1.3 KM 1130113.1 |
 CE0617|---------------------------------------------------------------------|
 CE0617
 CE0617                          SUPERSEDED SURVEY CONTROL
 CE0617
 CE0617  NAD 83(1993)-  31 47 17.73231(N)    106 28 24.44620(W) AD(       ) 2
 CE0617  NAD 83(1986)-  31 47 17.73455(N)    106 28 24.44591(W) AD(       ) 2
 CE0617  NAD 27      -  31 47 17.34528(N)    106 28 22.49275(W) AD(       ) 2
 CE0617  NGVD 29 (07/19/86) 1218.7    (m)         3998.     (f) VERT ANG       
 CE0617
 CE0617.Superseded values are not recommended for survey control.
 CE0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0617.See file dsdata.txt to determine how the superseded data were derived.
 CE0617
 CE0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6049817911(NAD 83)
 CE0617_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0617_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0617+STABILITY: SURFACE MOTION
 CE0617
 CE0617  HISTORY     - Date     Condition        Report By
 CE0617  HISTORY     - 1980     MONUMENTED       TX2190
 CE0617
 CE0617                          STATION DESCRIPTION
 CE0617
 CE0617'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0617'THE STATION IS LOCATED ABOUT 3.6 KM (2-1/4 MI)
 CE0617'NORTH-NORTHEAST OF THE CENTER OF EL PASO.
 CE0617'OWNERSHIP--CITY OF EL PASO,
 CE0617'PERMISSION BY THE ENGINEERING DEPARTMENT, NO. 2
 CE0617'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NO. (915)
 CE0617'543-4200.
 CE0617'
 CE0617'TO REACH THE STATION FROM THE INTERSECTION OF COTTON
 CE0617'STREET AND MONTANA AVENUE.  GO NORTH ON COTTON STREET FOR
 CE0617'1.3 KM (0.8 MI) TO SIDE ROAD LEFT.  TURN LEFT ON MAINTENANCE
 CE0617'ROAD HEADING WEST AND NORTH FOR 0.2 KM (0.15 MI) TO STATION
 CE0617'ON RIGHT.
 CE0617'
 CE0617'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0617'STAMPED---CEN 7 EPGS 1980---,
 CE0617'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 CM IN DIAMETER
 CE0617'RECESSED 25 CM BELOW THE GROUND.
 CE0617'THERE IS NOTHING PROMINENT TO LOCALIZE TO.
 CE0617'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0617'STAMPED---CEN 7 EPGS 1980---,
 CE0617'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0617'
 CE0617'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0617'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0606 ***********************************************************************
 CE0606  DESIGNATION -  CEN 8
 CE0606  PID         -  CE0606
 CE0606  STATE/COUNTY-  TX/EL PASO
 CE0606  USGS QUAD   -  EL PASO (1997)
 CE0606
 CE0606                         *CURRENT SURVEY CONTROL
 CE0606  ___________________________________________________________________
 CE0606* NAD 83(1993)-  31 45 39.34951(N)    106 26 20.25210(W)     ADJUSTED  
 CE0606* NAVD 88     -      1135.1    (meters)    3724.     (feet)  VERTCON   
 CE0606  ___________________________________________________________________
 CE0606  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CE0606  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CE0606
 CE0606  HORZ ORDER  -  SECOND
 CE0606
 CE0606.The horizontal coordinates were established by classical geodetic methods
 CE0606.and adjusted by the National Geodetic Survey in February 1996..
 CE0606
 CE0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0606
 CE0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0606
 CE0606.The geoid height was determined by GEOID03.
 CE0606
 CE0606;                    North         East     Units Scale Factor Converg.
 CE0606;SPC TX C     - 3,248,037.560   121,876.350   MT  0.99996941   -3 08 41.1
 CE0606;SPC TX C     -10,656,269.89    399,855.99   sFT  0.99996941   -3 08 41.1
 CE0606;UTM  13      - 3,514,838.010   363,724.720   MT  0.99982904   -0 45 27.2
 CE0606
 CE0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0606!SPC TX C     -   0.99982559  x   0.99996941  =   0.99979501
 CE0606!UTM  13      -   0.99982559  x   0.99982904  =   0.99965466
 CE0606
 CE0606:                Primary Azimuth Mark                     Grid Az
 CE0606:SPC TX C     -  EL PASE FORT BLISS NEW SECTION TANK      013 26 37.4
 CE0606:UTM  13      -  EL PASE FORT BLISS NEW SECTION TANK      011 03 23.5
 CE0606
 CE0606|---------------------------------------------------------------------|
 CE0606| PID    Reference Object                     Distance      Geod. Az  |
 CE0606|                                                           dddmmss.s |
 CE0606| CE0555 EL PASE FORT BLISS NEW SECTION TANK APPROX. 4.7 KM 0101756.3 |
 CE0606| CE0598 EL PASO FT BLISS S TANK             APPROX. 4.4 KM 0241711.6 |
 CE0606| CE0615 SEARS                               APPROX. 3.2 KM 3205127.8 |
 CE0606|---------------------------------------------------------------------|
 CE0606
 CE0606                          SUPERSEDED SURVEY CONTROL
 CE0606
 CE0606  NAD 83(1993)-  31 45 39.35058(N)    106 26 20.25063(W) AD(       ) 2
 CE0606  NAD 83(1986)-  31 45 39.35259(N)    106 26 20.25046(W) AD(       ) 2
 CE0606  NAD 27      -  31 45 38.95957(N)    106 26 18.30123(W) AD(       ) 2
 CE0606  NGVD 29 (07/19/86) 1134.6    (m)         3722.     (f) VERT ANG       
 CE0606
 CE0606.Superseded values are not recommended for survey control.
 CE0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0606.See file dsdata.txt to determine how the superseded data were derived.
 CE0606
 CE0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6372514838(NAD 83)
 CE0606_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0606+STABILITY: SURFACE MOTION
 CE0606
 CE0606  HISTORY     - Date     Condition        Report By
 CE0606  HISTORY     - 1980     MONUMENTED       TX2190
 CE0606
 CE0606                          STATION DESCRIPTION
 CE0606
 CE0606'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0606'THE STATION IS LOCATED ABOUT 5.6 KM (3-1/2 MI) SOUTHWEST OF
 CE0606'THE INTERNATIONAL AIRPORT, 1.6 KM (1 MI) SOUTH OF INTERSTATE
 CE0606'HIGHWAY 10, 0.8 KM (1/2 MI) NORTHEAST OF THE MEXICAN BORDER,
 CE0606'AND ON A LONE HILL.
 CE0606'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0606'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0606'915-543-4200.
 CE0606'
 CE0606'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0606'HIGHWAY 10 AND U.S. HIGHWAYS 54 AND 62
 CE0606'(PAISANO DRIVE), GO EAST ON PAISANO DRIVE
 CE0606'FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT.  TURN
 CE0606'RIGHT AND GO SOUTH ON TOBIN PLACE FOR 0.5 KM (0.3 MI)
 CE0606'TO A T-ROAD.  TURN RIGHT AND GO 0.1 KM (0.05 MI) TO A GATE,
 CE0606'PASS THROUGH GATE AND TURN SHARP LEFT AND GO UPHILL FOR 0.1 KM
 CE0606'(0.05 MI) TO THE STATION ON THE RIGHT.
 CE0606'
 CE0606'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0606'STAMPED---CEN 8 EPGS 1980---,
 CE0606'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 CE0606'DIAMETER RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 CE0606'5.8 METERS (19 FT) SOUTHWEST FROM THE CENTER OF A PAVED
 CE0606'ROAD AND
 CE0606'2.41 METERS (7.9 FT) NORTHWEST FROM THE NORTHERN MOST
 CE0606'BUILDING.
 CE0606'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0606'STAMPED---CEN 8 EPGS1980---,
 CE0606'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS
 CE0606'BELOW THE SURFACE.
 CE0606'
 CE0606'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0606'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0607 ***********************************************************************
 CE0607  DESIGNATION -  CEN 9
 CE0607  PID         -  CE0607
 CE0607  STATE/COUNTY-  TX/EL PASO
 CE0607  USGS QUAD   -  EL PASO (1997)
 CE0607
 CE0607                         *CURRENT SURVEY CONTROL
 CE0607  ___________________________________________________________________
 CE0607* NAD 83(1993)-  31 47 29.60995(N)    106 26 25.20216(W)     ADJUSTED  
 CE0607* NAVD 88     -      1160.1    (meters)    3806.     (feet)  VERTCON   
 CE0607  ___________________________________________________________________
 CE0607  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 CE0607  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0607
 CE0607  HORZ ORDER  -  SECOND
 CE0607
 CE0607.The horizontal coordinates were established by classical geodetic methods
 CE0607.and adjusted by the National Geodetic Survey in February 1996..
 CE0607
 CE0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0607
 CE0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0607
 CE0607.The geoid height was determined by GEOID03.
 CE0607
 CE0607;                    North         East     Units Scale Factor Converg.
 CE0607;SPC TX C     - 3,251,435.609   121,932.628   MT  0.99997664   -3 08 43.7
 CE0607;SPC TX C     -10,667,418.33    400,040.63   sFT  0.99997664   -3 08 43.7
 CE0607;UTM  13      - 3,518,234.966   363,639.444   MT  0.99982933   -0 45 32.1
 CE0607
 CE0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0607!SPC TX C     -   0.99982165  x   0.99997664  =   0.99979830
 CE0607!UTM  13      -   0.99982165  x   0.99982933  =   0.99965102
 CE0607
 CE0607:                Primary Azimuth Mark                     Grid Az
 CE0607:SPC TX C     -  SEARS                                    248 17 22.9
 CE0607:UTM  13      -  SEARS                                    245 54 11.3
 CE0607
 CE0607|---------------------------------------------------------------------|
 CE0607| PID    Reference Object                     Distance      Geod. Az  |
 CE0607|                                                           dddmmss.s |
 CE0607| CE0615 SEARS                               APPROX. 2.1 KM 2450839.2 |
 CE0607| CE0618 EL PASO TV TOWER KVIA               APPROX. 3.8 KM 2632608.7 |
 CE0607| CE0621 EL PASO TV TOWER KTSM               APPROX. 4.3 KM 2901946.2 |
 CE0607|---------------------------------------------------------------------|
 CE0607
 CE0607                          SUPERSEDED SURVEY CONTROL
 CE0607
 CE0607  NAD 83(1993)-  31 47 29.61098(N)    106 26 25.20123(W) AD(       ) 2
 CE0607  NAD 83(1986)-  31 47 29.61301(N)    106 26 25.20082(W) AD(       ) 2
 CE0607  NAD 27      -  31 47 29.22337(N)    106 26 23.25059(W) AD(       ) 2
 CE0607  NGVD 29 (07/19/86) 1159.6    (m)         3804.     (f) VERT ANG       
 CE0607
 CE0607.Superseded values are not recommended for survey control.
 CE0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0607.See file dsdata.txt to determine how the superseded data were derived.
 CE0607
 CE0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6363918235(NAD 83)
 CE0607_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0607_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0607+STABILITY: SURFACE MOTION
 CE0607
 CE0607  HISTORY     - Date     Condition        Report By
 CE0607  HISTORY     - 1980     MONUMENTED       TX2190
 CE0607  HISTORY     - 19951228 GOOD             USPSQD
 CE0607
 CE0607                          STATION DESCRIPTION
 CE0607
 CE0607'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0607'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF
 CE0607'GATEWAY NORTH BOULEVARD AND CUMBERLAND AVENUE.
 CE0607'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0607'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0607'915-543-4200.
 CE0607'
 CE0607'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0607'STAMPED---CEN 9 EPGS 1980---,
 CE0607'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0607'RECESSED 25 CM BELOW THE GROUND.  IT IS LOCATED
 CE0607'21.95 METERS (72.0 FT) SOUTH FROM THE CENTER OF CUMBERLAND AVENUE,
 CE0607'8.1 METERS (26.4 FT) EAST FROM THE CENTER OF GATEWAY NORTH
 CE0607'BOULEVARD, AND
 CE0607'0.6 METER (2.1 FT) WEST FROM THE WEST EDGE OF SIDEWALK.
 CE0607'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0607'STAMPED---CEN 9 EPGS 1980---,
 CE0607'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0607'
 CE0607'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0607'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CE0607
 CE0607                          STATION RECOVERY (1995)
 CE0607
 CE0607'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0447 ***********************************************************************
 BA0447  DESIGNATION -  CEN OF CAIRN NR BUTCHERKNIFE
 BA0447  PID         -  BA0447
 BA0447  STATE/COUNTY-  TX/BREWSTER
 BA0447  USGS QUAD   -  BUCK HILL (1983)
 BA0447
 BA0447                         *CURRENT SURVEY CONTROL
 BA0447  ___________________________________________________________________
 BA0447* NAD 83(1993)-  29 50 12.97075(N)    103 35 34.83985(W)     ADJUSTED  
 BA0447* NAVD 88     -      1240.     (meters)    4068.     (feet)  SCALED    
 BA0447  ___________________________________________________________________
 BA0447  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BA0447  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 BA0447
 BA0447  HORZ ORDER  -  SECOND
 BA0447
 BA0447.The horizontal coordinates were established by classical geodetic methods
 BA0447.and adjusted by the National Geodetic Survey in February 1996..
 BA0447
 BA0447.The orthometric height was scaled from a topographic map.
 BA0447
 BA0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0447
 BA0447.The geoid height was determined by GEOID03.
 BA0447
 BA0447;                    North         East     Units Scale Factor Converg.
 BA0447;SPC TXSC     - 4,230,769.135   156,272.533   MT  0.99990151   -2 15 00.6
 BA0447;SPC TXSC     -13,880,448.40    512,704.14   sFT  0.99990151   -2 15 00.6
 BA0447;UTM  13      - 3,301,547.277   635,929.080   MT  0.99982797   +0 42 00.5
 BA0447
 BA0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0447!SPC TXSC     -   0.99980859  x   0.99990151  =   0.99971012
 BA0447!UTM  13      -   0.99980859  x   0.99982797  =   0.99963660
 BA0447
 BA0447                          SUPERSEDED SURVEY CONTROL
 BA0447
 BA0447  NAD 83(1986)-  29 50 12.96469(N)    103 35 34.84033(W) AD(       ) 2
 BA0447  NAD 27      -  29 50 12.32000(N)    103 35 33.20000(W) AD(       ) 2
 BA0447
 BA0447.Superseded values are not recommended for survey control.
 BA0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0447.See file dsdata.txt to determine how the superseded data were derived.
 BA0447
 BA0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP3592901547(NAD 83)
 BA0447_MARKER: 72 = CAIRN
 BA0447
 BA0447  HISTORY     - Date     Condition        Report By
 BA0447  HISTORY     - 1943     FIRST OBSERVED   CGS
 BA0447
 BA0447                          STATION DESCRIPTION
 BA0447
 BA0447'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1505 ***********************************************************************
 BY1505  DESIGNATION -  CENTER
 BY1505  PID         -  BY1505
 BY1505  STATE/COUNTY-  TX/HOUSTON
 BY1505  USGS QUAD   -  RATCLIFF (1950)
 BY1505
 BY1505                         *CURRENT SURVEY CONTROL
 BY1505  ___________________________________________________________________
 BY1505* NAD 83(1993)-  31 23 05.90430(N)    095 14 48.06120(W)     ADJUSTED  
 BY1505* NAVD 88     -       142.60   (+/-2cm)     467.8    (feet)  VERTCON   
 BY1505  ___________________________________________________________________
 BY1505  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BY1505  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BY1505
 BY1505  HORZ ORDER  -  FIRST
 BY1505  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1505
 BY1505.The horizontal coordinates were established by classical geodetic methods
 BY1505.and adjusted by the National Geodetic Survey in February 1996..
 BY1505
 BY1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1505.The vertical order pertains to the NGVD 29 superseded value.
 BY1505
 BY1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1505
 BY1505.The geoid height was determined by GEOID03.
 BY1505
 BY1505;                    North         East     Units Scale Factor Converg.
 BY1505;SPC TX C     - 3,201,543.922 1,183,619.179   MT  0.99990407   +2 37 11.7
 BY1505;SPC TX C     -10,503,732.02  3,883,257.26   sFT  0.99990407   +2 37 11.7
 BY1505;UTM  15      - 3,474,450.014   286,359.201   MT  1.00016299   -1 10 13.7
 BY1505
 BY1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1505!SPC TX C     -   0.99998185  x   0.99990407  =   0.99988592
 BY1505!UTM  15      -   0.99998185  x   1.00016299  =   1.00014484
 BY1505
 BY1505:                Primary Azimuth Mark                     Grid Az
 BY1505:SPC TX C     -  CENTER AZ MK                             176 33 48.2
 BY1505:UTM  15      -  CENTER AZ MK                             180 21 13.6
 BY1505
 BY1505|---------------------------------------------------------------------|
 BY1505| PID    Reference Object                     Distance      Geod. Az  |
 BY1505|                                                           dddmmss.s |
 BY1505| BY1503 CENTER AZ MK                                       1791059.9 |
 BY1505| BY1504 CENTER RM 1                          30.535 METERS 21531     |
 BY1505| BY1506 CENTER RM 2                          31.218 METERS 34522     |
 BY1505|---------------------------------------------------------------------|
 BY1505
 BY1505                          SUPERSEDED SURVEY CONTROL
 BY1505
 BY1505  NAD 83(1986)-  31 23 05.91493(N)    095 14 48.04716(W) AD(       ) 1
 BY1505  NAD 27      -  31 23 05.26300(N)    095 14 47.26500(W) AD(       ) 1
 BY1505  NGVD 29 (??/??/92)  142.612  (m)          467.89   (f) ADJ UNCH    2 0
 BY1505
 BY1505.Superseded values are not recommended for survey control.
 BY1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1505.See file dsdata.txt to determine how the superseded data were derived.
 BY1505
 BY1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ8635974450(NAD 83)
 BY1505_MARKER: DS = TRIANGULATION STATION DISK
 BY1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1505_STAMPING: CENTER 1942
 BY1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1505+STABILITY: SURFACE MOTION
 BY1505
 BY1505  HISTORY     - Date     Condition        Report By
 BY1505  HISTORY     - 1942     MONUMENTED       CGS
 BY1505  HISTORY     - 1944     GOOD             TXHD
 BY1505  HISTORY     - 1948     GOOD             NGS
 BY1505  HISTORY     - 1949     GOOD             CGS
 BY1505
 BY1505                          STATION DESCRIPTION
 BY1505
 BY1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY1505'STATION IS ABOUT 13.5 MILES EAST-NORTHEAST OF CROCKETT, NEAR
 BY1505'THE HIGHEST PART OF A PROMINENT HILL ON CENTER RIDGE AND
 BY1505'ON THE PROPERTY OF THE SKEPTRINE HEIRS.  IT IS IN THE Y
 BY1505'OF A ROAD FORKS, ABOUT 0.15 MILE NORTH OF THE Y, 50 YARDS
 BY1505'SOUTH OF THE HIGHEST PART OF THE HILL, 50 YARDS NORTH OF
 BY1505'A LARGE SPIKED TREE AND ABOUT 75 YARDS WEST OF THE NEAREST
 BY1505'GRADED ROAD.  IT IS STAMPED CENTER 1942 AND PROJECTS 4 INCHES.
 BY1505'
 BY1505'REFERENCE MARK NO. 1 IS SOUTHWEST BY SOUTH OF THE STATION
 BY1505'AND ABOUT 4 FEET LOWER.  IT IS STAMPED CENTER NO 1 1942 AND
 BY1505'PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS NORTH-NORTHWEST
 BY1505'OF THE STATION AND ABOUT 18 INCHES HIGHER.  IT IS STAMPED
 BY1505'CENTER NO 2 1942 AND PROJECTS 6 INCHES.
 BY1505'
 BY1505'THE AZIMUTH MARK IS ABOUT 0.35 MILE SOUTH OF THE STATION,
 BY1505'69 FEET WEST OF THE CENTER LINE OF THE ROAD TO THE STATION,
 BY1505'AND 7 FEET NORTH OF THE NORTH SIDE OF A SMALL WHITE CHURCH.
 BY1505'IT IS STAMPED CENTER 1942 AND PROJECTS 5 INCHES.
 BY1505'
 BY1505'TO REACH FROM THE COURT HOUSE IN CROCKETT GO EAST ON TEXAS
 BY1505'HIGHWAY 7 FOR 13.4 MILES AND TURN LEFT, NORTH, ON A GRADED
 BY1505'DIRT T ROAD.  GO 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT
 BY1505'SIDE OF THE ROAD.  CONTINUE 0.2 MILE AND TAKE A RIGHT FORK.
 BY1505'GO 0.15 MILE TO THE STATION ABOUT 75 YARDS WEST OF THE ROAD.
 BY1505'
 BY1505'A 103-FOOT SIGNAL AT TATUM IS VISIBLE AT 103 FEET.  A 90-FOOT
 BY1505'SIGNAL AT BRUMBERG IS VISIBLE AT 90 FEET.  A 90-FOOT SIGNAL AT
 BY1505'CROCKETT MAG. IS VISIBLE AT 103 FEET.  A 90-FOOT SIGNAL AT
 BY1505'LUCE IS VISIBLE AT 37 FEET.  A 50-FOOT SIGNAL AT DENSON IS
 BY1505'VISIBLE AT 37 FEET.  A 64-FOOT SIGNAL AT WECHES IS VISIBLE
 BY1505'AT 50 FEET.  A 90-FOOT SIGNAL AT KENNARD IS VISIBLE FROM
 BY1505'THE GROUND.
 BY1505'
 BY1505'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BY1505
 BY1505                          STATION RECOVERY (1944)
 BY1505
 BY1505'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1944 (GC)
 BY1505'STATION RECOVERED.
 BY1505
 BY1505                          STATION RECOVERY (1948)
 BY1505
 BY1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BY1505'5.85 MI N FROM KENNARD.
 BY1505'3.3 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1505'SERVICE ROAD NO. 25 AT KENNARD, THENCE 2.55 MILES NORTH ALONG FOREST
 BY1505'SERVICE ROAD NO. 24, 0.35 MILE NORTH OF THE CENTER HILL CHURCH, 274.0
 BY1505'FEET WEST OF THE CENTER LINE OF THE ROAD MEASURED FROM A POINT 0.2
 BY1505'MILE NORTH OF A Y ROAD JUNCTION AND 250.0 FEET NORTH OF THE JUNCTION
 BY1505'OF A ROAD LEADING EAST, ABOUT 54.0 YARDS SOUTH OF THE SHARP POINT OF
 BY1505'THE TOP OF A WOODED HILL ON CENTER RIDGE, 199.5 FEET NORTH OF SPIKED
 BY1505'TREE NO. 21, 2.0 FEET WEST OF A REFERENCE POST, SET IN TOP OF A
 BY1505'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY1505
 BY1505                          STATION RECOVERY (1949)
 BY1505
 BY1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY1505'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 BY1505'AND AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 BY1505'
 BY1505'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BY1505'
 BY1505'THE STATION IS LOCATED ABOUT 13.5 MILES EAST-NORTHEAST OF
 BY1505'CROCKETT, 75 YARDS WEST OF THE CENTER OF A GRADED ROAD, 150
 BY1505'FEET SOUTH OF THE HIGHEST POINT OF THE HILL, 150 FEET NORTH
 BY1505'OF A LARGE SPIKED TREE, AND 2.5 FEET SOUTHWEST OF A WITNESS
 BY1505'POST.  IT IS ON A PROMINENT HILL ON CENTER RIDGE.  IT PROJECTS
 BY1505'5 INCHES AND IS STAMPED, CENTER 1942.
 BY1505'
 BY1505'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL AND
 BY1505'IS ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 BY1505'PROJECTS 6 INCHES AND IS STAMPED, CENTER NO 1 1942.
 BY1505'
 BY1505'REFERENCE MARK NO. 2 IS ABOUT 1.5 FEET HIGHER THAN THE STATION.
 BY1505'IT PROJECTS 4 INCHES AND IS STAMPED, CENTER NO 2 1942.
 BY1505'
 BY1505'AZIMUTH MARK IS 0.1 MILE SOUTH OF A Y-INTERSECTION, 69 FEET
 BY1505'WEST OF THE CENTER OF A GRADED ROAD, 61 FEET SOUTHWEST OF
 BY1505'A POWER LINE POLE, 14 FEET EAST-NORTHEAST OF THE NORTHWEST
 BY1505'CORNER OF A CHURCH BUILDING, AND 6.5 FEET NORTH OF THE NORTH
 BY1505'SIDE OF THE CHURCH.  IT PROJECTS 5 INCHES AND IS STAMPED,
 BY1505'CENTER 1942.
 BY1505'
 BY1505'TO REACH THE STATION FROM THE COURTHOUSE IN CROCKETT, GO
 BY1505'EAST ON STATE HIGHWAY NO. 7 FOR 13.4 MILES TO A SIDE ROAD
 BY1505'LEFT, TURN LEFT AND GO NORTH ON GRADED ROAD FOR 2.2 MILES
 BY1505'TO A CHURCH BUILDING AND AZIMUTH MARK ON THE LEFT.  CONTINUE
 BY1505'NORTH FOR 0.1 MILE TO A FORKS, TAKE RIGHT FORK AND GO 0.15
 BY1505'MILE TO A DIM TRACK ROAD LEFT, TURN LEFT ON TRACK ROAD AND
 BY1505'GO 75 YARDS TO THE TOP OF HILL AND THE STATION.
 BY1505'
 BY1505'A 74 FOOT SIGNAL AT WECHES 1942 IS VISIBLE AT 64 FEET.
 BY1505'
 BY1505'A 100 FOOT SIGNAL AT RATCLIFF IS VISIBLE AT 77 FEET.
 BY1505'
 BY1505'A 113 FOOT SIGNAL AT NOGALUS IS VISIBLE AT 90 FEET.
 BY1505'
 BY1505'A 123 FOOT SIGNAL AT TATUM 1942 IS VISIBLE AT 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2605 ***********************************************************************
 BY2605  DESIGNATION -  CENTER
 BY2605  PID         -  BY2605
 BY2605  STATE/COUNTY-  TX/SHELBY
 BY2605  USGS QUAD   -  CENTER (1984)
 BY2605
 BY2605                         *CURRENT SURVEY CONTROL
 BY2605  ___________________________________________________________________
 BY2605* NAD 83(1993)-  31 47 58.01095(N)    094 11 01.31388(W)     ADJUSTED  
 BY2605* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 BY2605  ___________________________________________________________________
 BY2605  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 BY2605  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BY2605
 BY2605  HORZ ORDER  -  SECOND
 BY2605
 BY2605.The horizontal coordinates were established by classical geodetic methods
 BY2605.and adjusted by the National Geodetic Survey in February 1996..
 BY2605
 BY2605.The orthometric height was scaled from a topographic map.
 BY2605
 BY2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2605
 BY2605.The geoid height was determined by GEOID03.
 BY2605
 BY2605;                    North         East     Units Scale Factor Converg.
 BY2605;SPC TX C     - 3,252,531.353 1,282,050.567   MT  0.99997854   +3 10 02.7
 BY2605;SPC TX C     -10,671,013.28  4,206,194.24   sFT  0.99997854   +3 10 02.7
 BY2605;SPC TXNC     - 2,023,121.736 1,008,675.816   MT  1.00010919   +2 21 14.7
 BY2605;SPC TXNC     - 6,637,525.23  3,309,297.24   sFT  1.00010919   +2 21 14.7
 BY2605;UTM  15      - 3,518,816.294   387,947.116   MT  0.99975485   -0 37 25.7
 BY2605
 BY2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2605!SPC TX C     -   0.99998655  x   0.99997854  =   0.99996510
 BY2605!SPC TXNC     -   0.99998655  x   1.00010919  =   1.00009574
 BY2605!UTM  15      -   0.99998655  x   0.99975485  =   0.99974141
 BY2605
 BY2605:                Primary Azimuth Mark                     Grid Az
 BY2605:SPC TX C     -  CENTER E L BRUCE CO WATER TANK           029 38 11.1
 BY2605:SPC TXNC     -  CENTER E L BRUCE CO WATER TANK           030 26 59.1
 BY2605:UTM  15      -  CENTER E L BRUCE CO WATER TANK           033 25 39.5
 BY2605
 BY2605|---------------------------------------------------------------------|
 BY2605| PID    Reference Object                     Distance      Geod. Az  |
 BY2605|                                                           dddmmss.s |
 BY2605| BY2603 CENTER E L BRUCE CO WATER TANK      APPROX. 1.3 KM 0324813.8 |
 BY2605| CV8227 CENTER RM 1                          37.049 METERS 07809     |
 BY2605| BY2606 CENTER MUNICIPAL TANK 1958           22.925 METERS 13057     |
 BY2605| CV8229 CENTER CITY FIRE DEPT WTR TK                       1601717.8 |
 BY2605| CV8228 CENTER RM 2                          27.084 METERS 17131     |
 BY2605| BY2604 CENTER RADIO STATION KDET MAST      APPROX. 1.5 KM 2232205.6 |
 BY2605|---------------------------------------------------------------------|
 BY2605
 BY2605                          SUPERSEDED SURVEY CONTROL
 BY2605
 BY2605  NAD 83(1986)-  31 47 58.02083(N)    094 11 01.30699(W) AD(       ) 2
 BY2605  NAD 27      -  31 47 57.39780(N)    094 11 00.59560(W) AD(       ) 2
 BY2605
 BY2605.Superseded values are not recommended for survey control.
 BY2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2605.See file dsdata.txt to determine how the superseded data were derived.
 BY2605
 BY2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR8794718816(NAD 83)
 BY2605_MARKER: DS = TRIANGULATION STATION DISK
 BY2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2605
 BY2605  HISTORY     - Date     Condition        Report By
 BY2605  HISTORY     - 1958     MONUMENTED       CGS
 BY2605  HISTORY     - 1966     GOOD             BGAS
 BY2605  HISTORY     - 1973     GOOD             TXHD
 BY2605  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY2605
 BY2605                          STATION DESCRIPTION
 BY2605
 BY2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2605'THE STATION IS LOCATED NEAR THE CENTER, MUNICIPAL WATER TANK.
 BY2605'IN THE NORTH SECTION OF THE CITY LIMITS, ABOUT 0.3 MILE,
 BY2605'AIRLINE, NORTH OF THE BUSINESS DISTRICT.  IT IS 0.1 MILE
 BY2605'EAST OF U.S. HIGHWAY 96 AND 87, 142 FEET WEST OF THE CENTER
 BY2605'OF HILLTOP LANE, 134 FEET NORTH OF THE CENTER OF PAYNE STREET,
 BY2605'75 FEET NORTH-NORTHWEST OF THE MUNICIPAL WATER TANK, 18
 BY2605'FEET EAST OF THE CENTER OF A DRIVEWAY AND 17 FEET EAST
 BY2605'OF A WIRE GATE AND FENCE LINE.
 BY2605'
 BY2605'THE STATION MARK, A STANDARD DISK STAMPED CENTER 1958, IS
 BY2605'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST FLUSH WITH
 BY2605'THE SURFACE OF THE GROUND.
 BY2605'
 BY2605'REFERENCE MARK NO 1, A STANDARD DISK STAMPED CENTER NO 1
 BY2605'1958, IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST
 BY2605'PROJECTING ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 BY2605'IT IS 98 FEET NORTHEAST OF THE CENTER OF THE MUNICIPAL WATER
 BY2605'TANK AND 22 FEET WEST OF THE CENTER OF HILLTOP LANE.
 BY2605'
 BY2605'REFERENCE MARK NO 2, A STANDARD DISK STAMPED CENTER NO 2
 BY2605'1958, IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST
 BY2605'PROJECTING ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 BY2605'IT IS 44 FEET NORTH OF THE CENTER OF PAYNE STREET, 23 FEET
 BY2605'NORTH OF A FENCE CORNER, 12 FEET WEST OF THE CENTER OF A
 BY2605'DRIVEWAY AND 1 FOOT EAST OF A FENCE LINE.
 BY2605'
 BY2605'AZIMUTH MARK, IS THE CENTER, CITY FIRE DEPT. WATER TANK
 BY2605'LOCATED IN THE SOUTHWEST CORNER OF THE GROUNDS OF THE SHELBY
 BY2605'COUNTY COURTHOUSE.  IT IS A 4-LEGGED STEEL STRUCTURE WITH A LONG
 BY2605'SLENDER TANK AND A CONICAL SHAPED ROOF, PAINTED SILVER.  THE
 BY2605'OVERALL HEIGHT OF THE TANK IS 110 FEET.  THE POINT OF OBSERVATION
 BY2605'WAS THE TOP AND CENTER OF THE ROOF.
 BY2605'
 BY2605'CENTER, MUNICIPAL WATER TANK.  A 6-LEGGED STEEL STRUCTURE
 BY2605'WITH AN OVAL SHAPED TANK, PAINTED SILVER.  THE OVERALL HEIGHT
 BY2605'110 FEET.  IT IS 0.1 MILE EAST OF U.S. HIGHWAY 96 AND U.S.
 BY2605'HIGHWAY 87, 125 FEET WEST OF HILLTOP LANE AND 72 FEET NORTH
 BY2605'OF THE CENTER OF PAYNE STREET.  THE POINT TRAVERSED TO WAS
 BY2605'THE CENTER OF THE 4-FOOT IN DIAMETER STANDPIPE IN THE CENTER
 BY2605'OF THE TANK.
 BY2605'
 BY2605'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 BY2605
 BY2605                          STATION RECOVERY (1966)
 BY2605
 BY2605'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1966
 BY2605'STATION, R.M. 2 AND AZIMUTH WERE RECOVERED AS DESCRIBED
 BY2605'AND FOUND IN GOOD CONDITION, R.M. 1 HAS BEEN PUSHED FROM
 BY2605'ITS POSITION AND IS PROJECTING (STANDING) ABOUT 18 INCHES.
 BY2605'CENTER MUNICIPAL WATER TANK RECOVERED IN GOOD CONDITION.
 BY2605
 BY2605                          STATION RECOVERY (1973)
 BY2605
 BY2605'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973 (CLJ)
 BY2605'CENTER 1958-GOOD
 BY2605'
 BY2605'R.M. 1-GOOD
 BY2605'
 BY2605'R.M. 2-GOOD
 BY2605'
 BY2605'PRESENT DESCRIPTION IS ADEQUATE FOR RECOVERY OF MARKS.
 BY2605
 BY2605                          STATION RECOVERY (1979)
 BY2605
 BY2605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VDN)
 BY2605'SEARCHED FOR NOT FOUND THIS DATE POSSIBLY BUSHHOGGED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1223 ***********************************************************************
 CR1223  DESIGNATION -  CENTER
 CR1223  PID         -  CR1223
 CR1223  STATE/COUNTY-  TX/CAMP
 CR1223  USGS QUAD   -  LAFAYETTE (1960)
 CR1223
 CR1223                         *CURRENT SURVEY CONTROL
 CR1223  ___________________________________________________________________
 CR1223* NAD 83(1993)-  32 57 22.25589(N)    094 49 35.31492(W)     ADJUSTED  
 CR1223* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 CR1223  ___________________________________________________________________
 CR1223  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 CR1223  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CR1223
 CR1223  HORZ ORDER  -  THIRD
 CR1223
 CR1223.The horizontal coordinates were established by classical geodetic methods
 CR1223.and adjusted by the National Geodetic Survey in February 1996..
 CR1223
 CR1223.The orthometric height was scaled from a topographic map.
 CR1223
 CR1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1223
 CR1223.The geoid height was determined by GEOID03.
 CR1223
 CR1223;                    North         East     Units Scale Factor Converg.
 CR1223;SPC TXNC     - 2,148,997.842   943,358.926   MT  0.99987400   +2 00 12.7
 CR1223;SPC TXNC     - 7,050,503.75  3,095,003.41   sFT  0.99987400   +2 00 12.7
 CR1223;UTM  15      - 3,647,909.878   329,282.004   MT  0.99995936   -0 59 37.8
 CR1223
 CR1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1223!SPC TXNC     -   0.99998898  x   0.99987400  =   0.99986298
 CR1223!UTM  15      -   0.99998898  x   0.99995936  =   0.99994834
 CR1223
 CR1223:                Primary Azimuth Mark                     Grid Az
 CR1223:SPC TXNC     -  LONE STAR HUMBLE OIL RAD MAST            108 47 27.3
 CR1223:UTM  15      -  LONE STAR HUMBLE OIL RAD MAST            111 47 17.8
 CR1223
 CR1223|---------------------------------------------------------------------|
 CR1223| PID    Reference Object                     Distance      Geod. Az  |
 CR1223|                                                           dddmmss.s |
 CR1223| CR1188 LONE STAR HUMBLE OIL RAD MAST       APPROX.12.6 KM 1104740.0 |
 CR1223| CX5581 CENTER RM 2                          24.030 METERS 25021     |
 CR1223| CX5579 CENTER AZ MK                                       3363910.8 |
 CR1223| CX5580 CENTER RM 1                          12.492 METERS 34150     |
 CR1223|---------------------------------------------------------------------|
 CR1223
 CR1223                          SUPERSEDED SURVEY CONTROL
 CR1223
 CR1223  NAD 83(1993)-  32 57 22.26031(N)    094 49 35.30802(W) AD(       ) 3
 CR1223  NAD 83(1986)-  32 57 22.26071(N)    094 49 35.30217(W) AD(       ) 3
 CR1223  NAD 27      -  32 57 21.79690(N)    094 49 34.55420(W) AD(       ) 3
 CR1223
 CR1223.Superseded values are not recommended for survey control.
 CR1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1223.See file dsdata.txt to determine how the superseded data were derived.
 CR1223
 CR1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2928247910(NAD 83)
 CR1223_MARKER: DS = TRIANGULATION STATION DISK
 CR1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1223
 CR1223  HISTORY     - Date     Condition        Report By
 CR1223  HISTORY     - 1958     MONUMENTED       CGS
 CR1223
 CR1223                          STATION DESCRIPTION
 CR1223
 CR1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1223'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF PITTSBURG,
 CR1223'ABOUT 8.5 MILES SOUTHWEST OF DAINGERFIELD AND IN THE SMALL
 CR1223'SETTLEMENT OF CENTER POINT.  IT IS 38 FEET EAST NORTHEAST OF
 CR1223'FARM ROAD NO. 2057, 4 FEET NORTHWEST OF A WHITE WITNESS POST
 CR1223'AND 2 FEET WEST SOUTHWEST OF A FENCE LINE.  THE MARK IS SETTING
 CR1223'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 CR1223'CENTER 1958.
 CR1223'
 CR1223'REFERENCE MARK NUMBER ONE IS 39 FEET EAST OF THE CENTER OF FARM
 CR1223'ROAD NO. 2057 AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS
 CR1223'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK
 CR1223'IS STAMPED CENTER NO 1 1958.
 CR1223'
 CR1223'REFERENCE MARK NUMBER TWO IS 40 FEET WEST OF THE CENTER OF FARM
 CR1223'ROAD NO. 2057 AND 1 FOOT SOUTHEAST OF A FENCE CORNER.  THE MARK
 CR1223'PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND AND THE
 CR1223'DISK IS STAMPED CENTER NO 2 1958.
 CR1223'
 CR1223'AZIMUTH MARK IS 32 FEET WEST-NORTHWEST OF THE CENTER OF FARM
 CR1223'ROAD NO. 2057, 2 FEET SOUTHEAST OF A WHITE WITNESS POST AND
 CR1223'1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES
 CR1223'ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 CR1223'CENTER 1958.
 CR1223'
 CR1223'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NUMBER
 CR1223'26 AND FARM ROAD NUMBER 729 IN SOUTHEAST EDGE OF LONE STAR GO
 CR1223'SOUTH ON STATE HIGHWAY NUMBER 26 FOR 2.3 MILES TO THE JUNCTION OF
 CR1223'STATE HIGHWAY NUMBER 26 AND FARM ROAD NUMBER 557, TURN RIGHT ON
 CR1223'FARM ROAD NUMBER 557 FOR 7.2 MILES TO THE JUNCTION OF FARM ROAD
 CR1223'NUMBER 2254 AND 557, CONTINUE ON FARM ROAD NUMBER 557 FOR 2.3
 CR1223'MILES TO THE JUNCTION OF FARM ROAD NUMBER 557 AND 2057, TURN RIGHT
 CR1223'ON FARM ROAD NUMBER 2057 FOR 2.6 MILE TO THE STATION ON THE
 CR1223'RIGHT AS DESCRIBED.
 CR1223'
 CR1223'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON
 CR1223'FARM ROAD NUMBER 2057 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 CR1223'LEFT AS DESCRIBED.
 CR1223'
 CR1223'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1744 ***********************************************************************
 FL1744  DESIGNATION -  CENTER
 FL1744  PID         -  FL1744
 FL1744  STATE/COUNTY-  TX/CARSON
 FL1744  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1744
 FL1744                         *CURRENT SURVEY CONTROL
 FL1744  ___________________________________________________________________
 FL1744* NAD 83(1993)-  35 18 06.49932(N)    101 29 29.42337(W)     ADJUSTED  
 FL1744* NAVD 88     -      1071.     (meters)    3514.     (feet)  SCALED    
 FL1744  ___________________________________________________________________
 FL1744  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FL1744  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1744
 FL1744  HORZ ORDER  -  THIRD
 FL1744
 FL1744.The horizontal coordinates were established by classical geodetic methods
 FL1744.and adjusted by the National Geodetic Survey in February 1996..
 FL1744
 FL1744.The orthometric height was scaled from a topographic map.
 FL1744
 FL1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1744
 FL1744.The geoid height was determined by GEOID03.
 FL1744
 FL1744;                    North         East     Units Scale Factor Converg.
 FL1744;SPC TX N     - 1,144,417.822   200,772.432   MT  0.99991292   +0 00 17.7
 FL1744;SPC TX N     - 3,754,644.14    658,700.89   sFT  0.99991292   +0 00 17.7
 FL1744;UTM  14      - 3,909,360.414   273,459.942   MT  1.00023250   -1 26 25.5
 FL1744
 FL1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1744!SPC TX N     -   0.99983615  x   0.99991292  =   0.99974908
 FL1744!UTM  14      -   0.99983615  x   1.00023250  =   1.00006861
 FL1744
 FL1744|---------------------------------------------------------------------|
 FL1744| PID    Reference Object                     Distance      Geod. Az  |
 FL1744|                                                           dddmmss.s |
 FL1744| CJ6855 CENTER RM 1                           5.700 METERS 12519     |
 FL1744| FL1742 CENTER 2                             64.596 METERS 19114     |
 FL1744| CJ6856 CENTER RM 2                           6.747 METERS 21727     |
 FL1744| CJ6854 CENTER AZ MK                                       2495648.1 |
 FL1744| FL1740 LEE SIDING WEST GRAIN ELEVATOR      APPROX. 0.6 KM 2513709.5 |
 FL1744| FL1741 LEE SIDING EAST GRAIN ELEV          474.227 METERS 2521849.6 |
 FL1744| FL1754 PANTEX VILLAGE W STANDPIPE          APPROX.10.8 KM 2793758.8 |
 FL1744|---------------------------------------------------------------------|
 FL1744
 FL1744                          SUPERSEDED SURVEY CONTROL
 FL1744
 FL1744  NAD 83(1993)-  35 18 06.50348(N)    101 29 29.41935(W) AD(       ) 3
 FL1744  NAD 83(1986)-  35 18 06.50622(N)    101 29 29.41419(W) AD(       ) 3
 FL1744  NAD 27      -  35 18 06.32900(N)    101 29 27.79700(W) AD(       ) 3
 FL1744
 FL1744.Superseded values are not recommended for survey control.
 FL1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1744.See file dsdata.txt to determine how the superseded data were derived.
 FL1744
 FL1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7346009360(NAD 83)
 FL1744_MARKER: DS = TRIANGULATION STATION DISK
 FL1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1744
 FL1744  HISTORY     - Date     Condition        Report By
 FL1744  HISTORY     - 1951     MONUMENTED       CGS
 FL1744  HISTORY     - 1956     GOOD             CGS
 FL1744  HISTORY     - 1961     GOOD             CGS
 FL1744
 FL1744                          STATION DESCRIPTION
 FL1744
 FL1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1744'THE STATION IS LOCATED ON THE SOUTH-SOUTHEAST SIDE OF U.S.
 FL1744'HIGHWAY 60, ABOUT 0.2 MILE EAST-NORTHEAST OF LEE RAILROAD SIDING,
 FL1744'ABOUT 7 MILES AIRLINE WEST-SOUTHWEST OF PANHANDLE, AND ABOUT
 FL1744'8 MILES AIRLINE EAST-NORTHEAST OF ST. FRANCIS.
 FL1744'
 FL1744'TO REACH THE STATION FROM THE POST OFFICE IN PANHANDLE, GO
 FL1744'SOUTHEAST ON MAIN STREET FOR 0.1 MILE TO A CROSS ROAD.  TURN RIGHT
 FL1744'ONTO STATE HIGHWAY 117 AND GO 0.4 MILE TO A CROSS ROAD.  TURN
 FL1744'RIGHT ONTO U.S. HIGHWAY 60 AND GO 6.5 MILES TO A WHITE WITNESS
 FL1744'POST AND THE STATION ON THE LEFT.
 FL1744'
 FL1744'THE STATION MARK IS A STANDARD DISK STAMPED CENTER 1951 SET
 FL1744'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1744'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 7 FEET EAST OF A
 FL1744'WHITE WITNESS POST, ABOUT 40 FEET SOUTH-SOUTHEAST OF THE
 FL1744'CENTERLINE OF U.S. HIGHWAY 60, AND ABOUT 5 FEET NORTH-NORTHWEST
 FL1744'OF A FENCE LINE.
 FL1744'
 FL1744'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CENTER NO 1
 FL1744'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1744'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 10 FEET
 FL1744'SOUTH-SOUTHEAST OF A FENCE LINE AND ABOUT 1 FOOT HIGHER THAN THE
 FL1744'STATION.
 FL1744'
 FL1744'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CENTER NO 2
 FL1744'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1744'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 6 FEET
 FL1744'SOUTH-SOUTHEAST OF A FENCE LINE AND ABOUT 1 FOOT HIGHER THAN THE
 FL1744'STATION.
 FL1744'
 FL1744'THE AZIMUTH MARK IS LOCATED ON THE NORTH-NORTHWEST SIDE OF
 FL1744'U.S. HIGHWAY 60, AND IS A STANDARD DISK STAMPED CENTER 1951 SET
 FL1744'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1744'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 6 FEET
 FL1744'EAST-NORTHEAST OF A TELEPHONE POLE BEARING THE NUMBER E47 AND
 FL1744'ABOUT 42 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 FL1744'HIGHWAY.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 FL1744'WEST-SOUTHWEST ON U.S.  HIGHWAY 60 FOR 0.6 MILE TO A
 FL1744'TELEPHONE POLE BEARING THE NUMBER E47 AND THE AZIMUTH
 FL1744'MARK ON THE RIGHT.
 FL1744
 FL1744                          STATION RECOVERY (1956)
 FL1744
 FL1744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1744'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL1744'IN GOOD CONDITION AS DESCRIBED.  NO ATTEMPT WAS MADE TO RECOVER
 FL1744'THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 FL1744'ARE CORRECT EXCEPT S.H. 117 IS NOW S.H. 15.
 FL1744
 FL1744                          STATION RECOVERY (1961)
 FL1744
 FL1744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 FL1744'THIS STATION, THE AZIMUTH MARK AND TWO REFERENCE MARKS WERE ALL
 FL1744'RECOVERED IN GOOD CONDITION.  DUE TO NEW HIGHWAY CONSTRUCTION
 FL1744'CENTER 2 1961 WAS ESTABLISHED AND THE CENTER 1951 STATION
 FL1744'AND REFERENCE MARKS WERE DESTROYED.  CENTER AZIMUTH MARK
 FL1744'WAS OUT OF THE CONSTRUCTION AREA AND WAS ESTABLISHED AS AZIMUTH
 FL1744'TO CENTER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1854 ***********************************************************************
 FL1854  DESIGNATION -  CENTER
 FL1854  PID         -  FL1854
 FL1854  STATE/COUNTY-  TX/POTTER
 FL1854  USGS QUAD   -  MC DOWELL CREEK (1970)
 FL1854
 FL1854                         *CURRENT SURVEY CONTROL
 FL1854  ___________________________________________________________________
 FL1854* NAD 83(1993)-  35 35 00.51765(N)    101 46 00.57838(W)     ADJUSTED  
 FL1854* NAVD 88     -      1021.     (meters)    3350.     (feet)  SCALED    
 FL1854  ___________________________________________________________________
 FL1854  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 FL1854  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 FL1854
 FL1854  HORZ ORDER  -  THIRD
 FL1854
 FL1854.The horizontal coordinates were established by classical geodetic methods
 FL1854.and adjusted by the National Geodetic Survey in February 1996..
 FL1854
 FL1854.The orthometric height was scaled from a topographic map.
 FL1854
 FL1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1854
 FL1854.The geoid height was determined by GEOID03.
 FL1854
 FL1854;                    North         East     Units Scale Factor Converg.
 FL1854;SPC TX N     - 1,175,698.786   175,818.076   MT  0.99991504   -0 09 16.7
 FL1854;SPC TX N     - 3,857,271.77    576,829.80   sFT  0.99991504   -0 09 16.7
 FL1854;UTM  14      - 3,941,275.521   249,296.020   MT  1.00037460   -1 36 39.0
 FL1854
 FL1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1854!SPC TX N     -   0.99984387  x   0.99991504  =   0.99975892
 FL1854!UTM  14      -   0.99984387  x   1.00037460  =   1.00021841
 FL1854
 FL1854:                Primary Azimuth Mark                     Grid Az
 FL1854:SPC TX N     -  TT 22 D                                  020 03 50.9
 FL1854:UTM  14      -  TT 22 D                                  021 31 13.2
 FL1854
 FL1854|---------------------------------------------------------------------|
 FL1854| PID    Reference Object                     Distance      Geod. Az  |
 FL1854|                                                           dddmmss.s |
 FL1854| FL1853 TT 22 D                             APPROX. 1.9 KM 0195434.2 |
 FL1854|---------------------------------------------------------------------|
 FL1854
 FL1854                          SUPERSEDED SURVEY CONTROL
 FL1854
 FL1854  NAD 83(1993)-  35 35 00.52005(N)    101 46 00.57317(W) AD(       ) 3
 FL1854  NAD 83(1986)-  35 35 00.52523(N)    101 46 00.56842(W) AD(       ) 3
 FL1854  NAD 27      -  35 35 00.36503(N)    101 45 58.92508(W) AD(       ) 3
 FL1854
 FL1854.Superseded values are not recommended for survey control.
 FL1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1854.See file dsdata.txt to determine how the superseded data were derived.
 FL1854
 FL1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4929641276(NAD 83)
 FL1854_MARKER: DD = SURVEY DISK
 FL1854_SETTING: 0 = UNSPECIFIED SETTING
 FL1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1854
 FL1854  HISTORY     - Date     Condition        Report By
 FL1854  HISTORY     - 1952     MONUMENTED       USGS
 FL1854
 FL1854                          STATION DESCRIPTION
 FL1854
 FL1854'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1854'TO REACH FROM AMARILLO POST OFFICE GO E. 1 BLOCK TO U.S. HIGHWAYS 60
 FL1854'AND 66.  TURN LEFT N., GO 1.0 MI. TO JUNCTION OF HIGHWAYS 87 AND 287.
 FL1854'CONTINUE N., ON HIGHWAYS 87 AND 287, 22.7 MI. TO UNDERPASS.  CONTINUE
 FL1854'1.2 MI. TO RD. ON RIGHT THROUGH CATTLE GUARD.  TURN RIGHT E., GO 0.8
 FL1854'MI. TO RAILROAD CROSSING.  CONTINUE E. AND N. ON RD. 0.7 MI. TO
 FL1854'T-JUNCTION OF N-S. RD. AND RD. E. CONTINUE N. ON MAIN -TRAVELED RD.
 FL1854'5.2 MI. TO RD. FORK.  TAKE RIGHT FORK E., THROUGH CATTLE GUARD GO 3.6
 FL1854'MI. TO RD. FORK.  TAKE RIGHT FORK SE., GO 1.3 MI. TO T-JUNCTION N-S.
 FL1854'RD. AND RD. E. TURN LEFT, E., GO 0.4 MI. TO DIM RD. ON LEFT.  TURN
 FL1854'LEFT, NE., GO 0.2 MI. LEAVE RD., TURN LEFT N., GO 0.1 MI. TO TOP OF
 FL1854'SMALL KNOLL AND STATION.
 FL1854'
 FL1854'STATION MARK - STANDARD TABLET IN CONCRETE POURED IN PLACE POST ABOUT
 FL1854'4 IN. BELOW GROUND LEVEL STAMPED, --- CENTER 1952 ---.
 FL1854'
 FL1854'REFERENCE MARK NO.1 - 1 IN. IRON PIPE DRIVEN IN GROUND 49.11 FT. FROM
 FL1854'STATION, S 64 DEG 19 MIN 40 SEC E.
 FL1854'
 FL1854'REFERENCE MARK NO.2 - 1 IN. IRON PIPE DRIVEN IN GROUND 49.00 FT. FROM
 FL1854'STATION, S 20 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0834 ***********************************************************************
 BP0834  DESIGNATION -  CENTER
 BP0834  PID         -  BP0834
 BP0834  STATE/COUNTY-  TX/TERRELL
 BP0834  USGS QUAD   -  CIRCLE DOT RANCH NE (1979)
 BP0834
 BP0834                         *CURRENT SURVEY CONTROL
 BP0834  ___________________________________________________________________
 BP0834* NAD 83(1993)-  30 26 05.85364(N)    102 06 55.35513(W)     ADJUSTED  
 BP0834* NAVD 88     -       848.     (meters)    2782.     (feet)  SCALED    
 BP0834  ___________________________________________________________________
 BP0834  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 BP0834  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BP0834
 BP0834  HORZ ORDER  -  THIRD
 BP0834
 BP0834.The horizontal coordinates were established by classical geodetic methods
 BP0834.and adjusted by the National Geodetic Survey in February 1996..
 BP0834
 BP0834.The orthometric height was scaled from a topographic map.
 BP0834
 BP0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0834
 BP0834.The geoid height was determined by GEOID03.
 BP0834
 BP0834;                    North         East     Units Scale Factor Converg.
 BP0834;SPC TXSC     - 4,292,332.156   300,749.646   MT  1.00004732   -1 31 34.5
 BP0834;SPC TXSC     -14,082,426.42    986,709.46   sFT  1.00004732   -1 31 34.5
 BP0834;UTM  13      - 3,370,518.717   777,051.385   MT  1.00054704   +1 27 43.8
 BP0834
 BP0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0834!SPC TXSC     -   0.99987044  x   1.00004732  =   0.99991776
 BP0834!UTM  13      -   0.99987044  x   1.00054704  =   1.00041741
 BP0834
 BP0834:                Primary Azimuth Mark                     Grid Az
 BP0834:SPC TXSC     -  RIT                                      091 20 59.2
 BP0834:UTM  13      -  RIT                                      088 21 40.9
 BP0834
 BP0834|---------------------------------------------------------------------|
 BP0834| PID    Reference Object                     Distance      Geod. Az  |
 BP0834|                                                           dddmmss.s |
 BP0834| BP0832 RIT                                 APPROX. 2.1 KM 0894924.7 |
 BP0834|---------------------------------------------------------------------|
 BP0834
 BP0834                          SUPERSEDED SURVEY CONTROL
 BP0834
 BP0834  NAD 83(1986)-  30 26 05.84960(N)    102 06 55.36833(W) AD(       ) 3
 BP0834  NAD 27      -  30 26 05.21357(N)    102 06 53.89229(W) AD(       ) 3
 BP0834
 BP0834.Superseded values are not recommended for survey control.
 BP0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0834.See file dsdata.txt to determine how the superseded data were derived.
 BP0834
 BP0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP7705170519(NAD 83)
 BP0834
 BP0834  HISTORY     - Date     Condition        Report By
 BP0834  HISTORY     - UNK      MONUMENTED
 BP0834  HISTORY     - 1967     GOOD             USGS
 BP0834
 BP0834                          STATION DESCRIPTION
 BP0834
 BP0834'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BP0834'RECOVERED AND REDESCRIBED AS FOLLOWS, ABOUT 24.5 MI.
 BP0834'SW. OF THE TOWN OF SHEFFIELD, TEXAS.  TO REACH FROM SHEFFIELD,TEXAS,
 BP0834'GO SW. ALONG STATE HIGHWAY 349 12.0 MI.TO JUNCTION WITH RANCH RD.2400,
 BP0834'PROCEED ON RANCH RD. 2400 17.9 MI. TO RIDGE DIVIDE AND METAL GATE IN
 BP0834'E. RIGHT OF WAY FENCE,  PASS THRU METAL GATE AND GO E. 1.1 MI. TO RD.
 BP0834'FORK.  LEAVE RD. AND GO 0.3 MI. S. CROSS COUNTRY IN PASTURE TO STATION
 BP0834'SITE ON FLAT DIVIDE.
 BP0834'
 BP0834'STATION MARK - STANDARD BRONZE TABLET CEMENTED IN FLAT ROCK SET
 BP0834'FLUSH WITH THE GROUND STAMPED --- CENTER 1917 ET 1967 ---.
 BP0834'
 BP0834'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0978 ***********************************************************************
 CD0978  DESIGNATION -  CENTER
 CD0978  PID         -  CD0978
 CD0978  STATE/COUNTY-  TX/CULBERSON
 CD0978  USGS QUAD   -  EMORY CORRAL (1973)
 CD0978
 CD0978                         *CURRENT SURVEY CONTROL
 CD0978  ___________________________________________________________________
 CD0978* NAD 83(1993)-  31 37 19.31458(N)    104 34 24.71776(W)     ADJUSTED  
 CD0978* NAVD 88     -      1499.     (meters)    4918.     (feet)  SCALED    
 CD0978  ___________________________________________________________________
 CD0978  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 CD0978  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CD0978
 CD0978  HORZ ORDER  -  THIRD
 CD0978
 CD0978.The horizontal coordinates were established by classical geodetic methods
 CD0978.and adjusted by the National Geodetic Survey in February 1996..
 CD0978
 CD0978.The orthometric height was scaled from a topographic map.
 CD0978
 CD0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0978
 CD0978.The geoid height was determined by GEOID03.
 CD0978
 CD0978;                    North         East     Units Scale Factor Converg.
 CD0978;SPC TX C     - 3,224,433.423   297,816.773   MT  0.99994025   -2 11 02.2
 CD0978;SPC TX C     -10,578,828.66    977,087.20   sFT  0.99994025   -2 11 02.2
 CD0978;UTM  13      - 3,498,620.944   540,446.653   MT  0.99962018   +0 13 25.0
 CD0978
 CD0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0978!SPC TX C     -   0.99976842  x   0.99994025  =   0.99970869
 CD0978!UTM  13      -   0.99976842  x   0.99962018  =   0.99938869
 CD0978
 CD0978:                Primary Azimuth Mark                     Grid Az
 CD0978:SPC TX C     -  WANDER                                   313 36 40.9
 CD0978:UTM  13      -  WANDER                                   311 12 13.7
 CD0978
 CD0978|---------------------------------------------------------------------|
 CD0978| PID    Reference Object                     Distance      Geod. Az  |
 CD0978|                                                           dddmmss.s |
 CD0978| CD0974 WANDER                              APPROX. 4.8 KM 3112538.7 |
 CD0978|---------------------------------------------------------------------|
 CD0978
 CD0978                          SUPERSEDED SURVEY CONTROL
 CD0978
 CD0978  NAD 83(1986)-  31 37 19.31529(N)    104 34 24.71586(W) AD(       ) 3
 CD0978  NAD 27      -  31 37 18.86995(N)    104 34 22.94378(W) AD(       ) 3
 CD0978
 CD0978.Superseded values are not recommended for survey control.
 CD0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0978.See file dsdata.txt to determine how the superseded data were derived.
 CD0978
 CD0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ4044798621(NAD 83)
 CD0978_MARKER: DD = SURVEY DISK
 CD0978_SETTING: 66 = SET IN ROCK OUTCROP
 CD0978_SP_SET: SET IN ROCK OUTCROP
 CD0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0978+STABILITY: POSITION/ELEVATION WELL
 CD0978
 CD0978  HISTORY     - Date     Condition        Report By
 CD0978  HISTORY     - 1946     MONUMENTED       USGS
 CD0978
 CD0978                          STATION DESCRIPTION
 CD0978
 CD0978'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CD0978'STATION ABOUT 22 MI. S. OF STATE LINE BAR, 3 MI. SE. OF THE
 CD0978'INTERSECTION OF MADERA RANCH ROAD AND COUNTY ROAD, 5 1/2 MI. NW. OF
 CD0978'K. C. RANCH HEAQUARTERS ON HIGHEST FLAT TOP HILL IN VICINITY.
 CD0978'
 CD0978'TO REACH FROM U.S. HIGHWAY 62 TAKE VAN HORN, STATE LINE ROAD S. FROM
 CD0978'STATE LINE BAR, 28 MI. S. OF CARLSBAD, NEW MEXICO, FOLLOW COUNTY ROAD
 CD0978'5 MI. TO RD. FORK, TAKE RIGHT FORK STRAIGHT AHEAD TO 9 K RANCH,
 CD0978'CONTINUE ON S. CROSSING DELAWARE RIVER PASOTEX PIPE LINE ROAD.
 CD0978'CONTINUE S. FROM CROSSING ABOUT 8 MI. TO RD. FORK.  TAKE RIGHT RD. SW.
 CD0978'ABOUT 5 MI. TO JUNCTION OF SIBLEY RANCH ROAD.  ABOUT 2 MI. BEYOND,
 CD0978'TURN LEFT BETWEEN TWO LOW RIDGES.  CROSS DRAIN JUST S. OF SIBLEYS S.
 CD0978'TANK.  FROM HERE FOLLOW OLD ROAD ABOUT 4 MI. S. TO SADDLE.  STATION IS
 CD0978'0.5 MI. DUE E.
 CD0978'
 CD0978'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP FLUSH WITH GROUND,
 CD0978'STAMPED ---CENTER 1946---.
 CD0978'
 CD0978'REFERENCE MARK--STANDARD REFERENCE TABLET CEMENTED IN ROCK OUTCROP
 CD0978'FLUSH WITH THE GROUND.  22.5 FT. FROM STATION, S 06 DEG 58 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1742 ***********************************************************************
 FL1742  DESIGNATION -  CENTER 2
 FL1742  PID         -  FL1742
 FL1742  STATE/COUNTY-  TX/CARSON
 FL1742  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1742
 FL1742                         *CURRENT SURVEY CONTROL
 FL1742  ___________________________________________________________________
 FL1742* NAD 83(1993)-  35 18 04.44347(N)    101 29 29.92161(W)     ADJUSTED  
 FL1742* NAVD 88     -      1071.     (meters)    3514.     (feet)  SCALED    
 FL1742  ___________________________________________________________________
 FL1742  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FL1742  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1742
 FL1742  HORZ ORDER  -  THIRD
 FL1742
 FL1742.The horizontal coordinates were established by classical geodetic methods
 FL1742.and adjusted by the National Geodetic Survey in February 1996..
 FL1742.No horizontal observational check was made to the station.
 FL1742
 FL1742.The orthometric height was scaled from a topographic map.
 FL1742
 FL1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1742
 FL1742.The geoid height was determined by GEOID03.
 FL1742
 FL1742;                    North         East     Units Scale Factor Converg.
 FL1742;SPC TX N     - 1,144,354.468   200,759.851   MT  0.99991294   +0 00 17.4
 FL1742;SPC TX N     - 3,754,436.28    658,659.61   sFT  0.99991294   +0 00 17.4
 FL1742;UTM  14      - 3,909,297.378   273,445.762   MT  1.00023258   -1 26 25.7
 FL1742
 FL1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1742!SPC TX N     -   0.99983615  x   0.99991294  =   0.99974910
 FL1742!UTM  14      -   0.99983615  x   1.00023258  =   1.00006869
 FL1742
 FL1742|---------------------------------------------------------------------|
 FL1742| PID    Reference Object                     Distance      Geod. Az  |
 FL1742|                                                           dddmmss.s |
 FL1742| FL1744 CENTER                               64.596 METERS 01114     |
 FL1742| CJ6857 CENTER 2 RM 1                         8.905 METERS 06533     |
 FL1742| CJ6858 CENTER 2 RM 2                         8.220 METERS 24158     |
 FL1742| CJ6854 CENTER AZ MK                                       2530955.2 |
 FL1742|---------------------------------------------------------------------|
 FL1742
 FL1742                          SUPERSEDED SURVEY CONTROL
 FL1742
 FL1742  NAD 83(1993)-  35 18 04.44763(N)    101 29 29.91759(W) AD(       ) 3
 FL1742  NAD 83(1986)-  35 18 04.45038(N)    101 29 29.91244(W) AD(       ) 3
 FL1742  NAD 27      -  35 18 04.27300(N)    101 29 28.29500(W) AD(       ) 3
 FL1742
 FL1742.Superseded values are not recommended for survey control.
 FL1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1742.See file dsdata.txt to determine how the superseded data were derived.
 FL1742
 FL1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7344609297(NAD 83)
 FL1742_MARKER: DS = TRIANGULATION STATION DISK
 FL1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1742
 FL1742  HISTORY     - Date     Condition        Report By
 FL1742  HISTORY     - 1961     MONUMENTED       CGS
 FL1742  HISTORY     - 1966     GOOD             USGS
 FL1742
 FL1742                          STATION DESCRIPTION
 FL1742
 FL1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WCR)
 FL1742'THIS STATION IS ALONG THE SOUTH RIGHT-OF-WAY LINE OF U.S.
 FL1742'HIGHWAY NO. 60, ABOUT 7 MILES WEST, SOUTHWEST OF PANHANDLE AND
 FL1742'1/4 MILE EAST OF LEE R.R. SIDING AND TWO ELEVATORS.  IT IS
 FL1742'ABOUT 1 MILE EAST OF THE INTERSECTION OF U.S. HIGHWAY NO. 60
 FL1742'AND F.M. ROAD 2161, IN THE POWER POLE LINE AND DIRECTLY
 FL1742'OPPOSITE M.P. NO. 533, A STANDARD DISK STAMPED CENTER 2 1961 IN
 FL1742'A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  IT IS ALONG
 FL1742'THE NORTH EDGE OF A FIELD.
 FL1742'
 FL1742'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CENTER 1951 IN A
 FL1742'CONCRETE MONUMENT WHICH IS ABOUT FLUSH, 6 FEET EAST, NORTHEAST
 FL1742'OF A TELEGRAPH POLE AND 42 FEET NORTH, NORTHWEST OF THE
 FL1742'CENTERLINE OF THE WEST-BOUND TRAFFIC LANE OF HIGHWAY NO. 60.
 FL1742'
 FL1742'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CENTER 1961 NO. 1
 FL1742'IN A CONCRETE MONUMENT IN THE SOUTH RIGHT-OF-WAY FENCE LINE
 FL1742'AND POLE LINE.  THE MARK PROJECTS ABOUT 3 INCHES.
 FL1742'
 FL1742'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CENTER 2 1961
 FL1742'NO. 2 IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES AND IS
 FL1742'IN THE SOUTH RIGHT-OF-WAY FENCE LINE AND POLE LINE.
 FL1742'
 FL1742'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS NOS. 15
 FL1742'AND 60, IN THE SOUTHWEST PART OF PANHANDLE, GO WEST, SOUTHWEST
 FL1742'ON U.S. HIGHWAY NO. 60, 06.5 MILES TO THE STATION ON THE LEFT
 FL1742'AS DESCRIBED.
 FL1742
 FL1742                          STATION RECOVERY (1966)
 FL1742
 FL1742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL1742'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FL1742'
 FL1742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.2 MILE
 FL1742'ENE OF LEE RR SIDING, ABOUT 7.0 MI. WSW OF PANHANDLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1503 ***********************************************************************
 BY1503  DESIGNATION -  CENTER AZ MK
 BY1503  PID         -  BY1503
 BY1503  STATE/COUNTY-  TX/HOUSTON
 BY1503  USGS QUAD   -  RATCLIFF (1950)
 BY1503
 BY1503                         *CURRENT SURVEY CONTROL
 BY1503  ___________________________________________________________________
 BY1503* NAD 83(1986)-  31 22 47.     (N)    095 14 48.     (W)     SCALED    
 BY1503* NAVD 88     -       129.43   (+/-2cm)     424.6    (feet)  VERTCON   
 BY1503  ___________________________________________________________________
 BY1503  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1503
 BY1503  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1503
 BY1503.The horizontal coordinates were scaled from a topographic map and have
 BY1503.an estimated accuracy of +/- 6 seconds.
 BY1503
 BY1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1503.The vertical order pertains to the NGVD 29 superseded value.
 BY1503
 BY1503.The geoid height was determined by GEOID03.
 BY1503
 BY1503;                    North         East    Units  Estimated Accuracy
 BY1503;SPC TX C     - 3,200,960.    1,183,650.      MT  (+/- 180 meters Scaled)
 BY1503
 BY1503                          SUPERSEDED SURVEY CONTROL
 BY1503
 BY1503  NGVD 29 (??/??/92)  129.441  (m)          424.67   (f) ADJ UNCH    2 0
 BY1503
 BY1503.Superseded values are not recommended for survey control.
 BY1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1503.See file dsdata.txt to determine how the superseded data were derived.
 BY1503
 BY1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ863738(NAD 83)
 BY1503_MARKER: DZ = AZIMUTH MARK DISK
 BY1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1503_STAMPING: CENTER 1942
 BY1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1503+STABILITY: SURFACE MOTION
 BY1503
 BY1503  HISTORY     - Date     Condition        Report By
 BY1503  HISTORY     - 1942     MONUMENTED       CGS
 BY1503  HISTORY     - 1948     GOOD             NGS
 BY1503
 BY1503                          STATION DESCRIPTION
 BY1503
 BY1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1503'5.5 MI N FROM KENNARD.
 BY1503'3.3 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1503'SERVICE ROAD NO. 25 AT KENNARD, THENCE 2.2 MILES NORTH ALONG FOREST
 BY1503'SERVICE ROAD NO. 24, 0.15 MILE SOUTH OF A Y ROAD JUNCTION, AT CENTER
 BY1503'HILL CHURCH, 70.2 FEET WEST OF THE CENTER LINE OF THE ROAD, 14.3 FEET
 BY1503'NORTHEAST OF THE NORTHWEST CORNER OF THE WHITE PAINTED CHURCH
 BY1503'BUILDING, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 BY1503'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2603 ***********************************************************************
 BY2603  DESIGNATION -  CENTER E L BRUCE CO WATER TANK
 BY2603  PID         -  BY2603
 BY2603  STATE/COUNTY-  TX/SHELBY
 BY2603  USGS QUAD   -  CENTER (1984)
 BY2603
 BY2603                         *CURRENT SURVEY CONTROL
 BY2603  ___________________________________________________________________
 BY2603* NAD 83(1993)-  31 48 32.42699(N)    094 10 35.33644(W)     ADJUSTED  
 BY2603* NAVD 88     -                                                        
 BY2603  ___________________________________________________________________
 BY2603  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 BY2603  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2603
 BY2603  HORZ ORDER  -  THIRD
 BY2603
 BY2603.The horizontal coordinates were established by classical geodetic methods
 BY2603.and adjusted by the National Geodetic Survey in February 1996..
 BY2603
 BY2603
 BY2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2603
 BY2603.The geoid height was determined by GEOID03.
 BY2603
 BY2603;                    North         East     Units Scale Factor Converg.
 BY2603;SPC TX C     - 3,253,627.533 1,282,674.207   MT  0.99998088   +3 10 16.1
 BY2603;SPC TX C     -10,674,609.66  4,208,240.29   sFT  0.99998088   +3 10 16.1
 BY2603;SPC TXNC     - 2,024,209.093 1,009,315.032   MT  1.00010560   +2 21 28.9
 BY2603;SPC TXNC     - 6,641,092.67  3,311,394.40   sFT  1.00010560   +2 21 28.9
 BY2603;UTM  15      - 3,519,868.601   388,641.715   MT  0.99975294   -0 37 12.6
 BY2603
 BY2603                          SUPERSEDED SURVEY CONTROL
 BY2603
 BY2603  NAD 83(1986)-  31 48 32.43658(N)    094 10 35.32975(W) AD(       ) 4
 BY2603  NAD 27      -  31 48 31.81300(N)    094 10 34.61800(W) AD(       ) 3
 BY2603
 BY2603.Superseded values are not recommended for survey control.
 BY2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2603.See file dsdata.txt to determine how the superseded data were derived.
 BY2603
 BY2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR8864219869(NAD 83)
 BY2603_MARKER: 53 = ELEVATED TANK
 BY2603
 BY2603  HISTORY     - Date     Condition        Report By
 BY2603  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2603
 BY2603                          STATION DESCRIPTION
 BY2603
 BY2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2603'THE STATION IS LOCATED IN THE NORTH EDGE OF CENTER AT THE
 BY2603'E.L. BRUCE CO. OF TEXAS PLANT BESIDE A SMOKE STACK.  IT IS
 BY2603'A 4-LEGGED STEEL STRUCTURE, COLORED SILVER AND IS ABOUT 100
 BY2603'FEET IN OVER-ALL HEIGHT.  THE TOP AND CENTER WAS THE POINT
 BY2603'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0363 ***********************************************************************
 DO0363  DESIGNATION -  CENTER LINE
 DO0363  PID         -  DO0363
 DO0363  STATE/COUNTY-  TX/WICHITA
 DO0363  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0363
 DO0363                         *CURRENT SURVEY CONTROL
 DO0363  ___________________________________________________________________
 DO0363* NAD 83(1986)-  33 59 05.     (N)    098 29 45.     (W)     SCALED    
 DO0363* NAVD 88     -       301.165  (meters)     988.07   (feet)  ADJUSTED  
 DO0363  ___________________________________________________________________
 DO0363  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DO0363  DYNAMIC HT  -         300.837 (meters)     987.00  (feet)  COMP
 DO0363  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 DO0363
 DO0363  VERT ORDER  -  SECOND    CLASS 0
 DO0363
 DO0363.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0363
 DO0363.The horizontal coordinates were scaled from a topographic map and have
 DO0363.an estimated accuracy of +/- 6 seconds.
 DO0363
 DO0363.The orthometric height was determined by differential leveling
 DO0363.and adjusted by the National Geodetic Survey in June 1991..
 DO0363
 DO0363.The geoid height was determined by GEOID03.
 DO0363
 DO0363.The dynamic height is computed by dividing the NAVD 88
 DO0363.geopotential number by the normal gravity value computed on the
 DO0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0363.degrees latitude (g = 980.6199 gals.).
 DO0363
 DO0363.The modeled gravity was interpolated from observed gravity values.
 DO0363
 DO0363;                    North         East    Units  Estimated Accuracy
 DO0363;SPC TXNC     - 2,257,060.      600,390.      MT  (+/- 180 meters Scaled)
 DO0363
 DO0363                          SUPERSEDED SURVEY CONTROL
 DO0363
 DO0363  NGVD 29 (??/??/92)  301.07   (m)          987.8    (f) COMPUTED    2 0
 DO0363
 DO0363.Superseded values are not recommended for survey control.
 DO0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0363.See file dsdata.txt to determine how the superseded data were derived.
 DO0363
 DO0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC465605(NAD 83)
 DO0363_MARKER: DD = SURVEY DISK
 DO0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0363+STABILITY: SURFACE MOTION
 DO0363
 DO0363  HISTORY     - Date     Condition        Report By
 DO0363  HISTORY     - UNK      MONUMENTED       DOD
 DO0363  HISTORY     - 1957     GOOD             NGS
 DO0363  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0363  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0363  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0363
 DO0363                          STATION DESCRIPTION
 DO0363
 DO0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0363'5 MI N FROM WICHITA FALLS.
 DO0363'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE, ON
 DO0363'THE EXTENDED CENTER LINE AND 1069.36 FEET NORTH OF THE NORTH END OF
 DO0363'THE PRESENT NORTH-SOUTH RUNWAY AND IN THE TOP OF A CONCRETE POST
 DO0363'PROJECTING 10 INCHES.
 DO0363
 DO0363                          STATION RECOVERY (1972)
 DO0363
 DO0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0363'MARK NOT FOUND.
 DO0363
 DO0363                          STATION RECOVERY (1984)
 DO0363
 DO0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0363'MARK NOT FOUND.
 DO0363
 DO0363                          STATION RECOVERY (2001)
 DO0363
 DO0363'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2606 ***********************************************************************
 BY2606  DESIGNATION -  CENTER MUNICIPAL TANK 1958
 BY2606  PID         -  BY2606
 BY2606  STATE/COUNTY-  TX/SHELBY
 BY2606  USGS QUAD   -  CENTER (1984)
 BY2606
 BY2606                         *CURRENT SURVEY CONTROL
 BY2606  ___________________________________________________________________
 BY2606* NAD 83(1993)-  31 47 57.52307(N)    094 11 00.65571(W)     ADJUSTED  
 BY2606* NAVD 88     -                                                        
 BY2606  ___________________________________________________________________
 BY2606  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 BY2606  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BY2606
 BY2606  HORZ ORDER  -  THIRD
 BY2606
 BY2606.The horizontal coordinates were established by classical geodetic methods
 BY2606.and adjusted by the National Geodetic Survey in February 1996..
 BY2606
 BY2606
 BY2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2606
 BY2606.The geoid height was determined by GEOID03.
 BY2606
 BY2606;                    North         East     Units Scale Factor Converg.
 BY2606;SPC TX C     - 3,252,517.305 1,282,068.684   MT  0.99997851   +3 10 03.1
 BY2606;SPC TX C     -10,670,967.19  4,206,253.67   sFT  0.99997851   +3 10 03.1
 BY2606;SPC TXNC     - 2,023,107.431 1,008,693.734   MT  1.00010924   +2 21 15.1
 BY2606;SPC TXNC     - 6,637,478.30  3,309,356.03   sFT  1.00010924   +2 21 15.1
 BY2606;UTM  15      - 3,518,801.083   387,964.260   MT  0.99975480   -0 37 25.4
 BY2606
 BY2606                          SUPERSEDED SURVEY CONTROL
 BY2606
 BY2606  NAD 83(1986)-  31 47 57.53295(N)    094 11 00.64882(W) AD(       ) 4
 BY2606  NAD 27      -  31 47 56.91000(N)    094 10 59.93800(W) AD(       ) 3
 BY2606
 BY2606.Superseded values are not recommended for survey control.
 BY2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2606.See file dsdata.txt to determine how the superseded data were derived.
 BY2606
 BY2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR8796418801(NAD 83)
 BY2606_MARKER: 53 = ELEVATED TANK
 BY2606
 BY2606  HISTORY     - Date     Condition        Report By
 BY2606  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2606
 BY2606                          STATION DESCRIPTION
 BY2606
 BY2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2606'CENTER, MUNICIPAL WATER TANK.  A 6-LEGGED STEEL STRUCTURE
 BY2606'WITH AN OVAL SHAPED TANK, PAINTED SILVER.  THE OVERALL HEIGHT
 BY2606'110 FEET.  IT IS 0.1 MILE EAST OF U.S. HIGHWAY 96 AND U.S.
 BY2606'HIGHWAY 87, 125 FEET WEST OF HILLTOP LANE AND 72 FEET NORTH
 BY2606'OF THE CENTER OF PAYNE STREET.  THE POINT TRAVERSED TO WAS
 BY2606'THE CENTER OF THE 4-FOOT IN DIAMETER STANDPIPE IN THE CENTER
 BY2606'OF THE TANK.
 BY2606'CENTER, MUNICIPAL WATER TANK.  A 6-LEGGED STEEL STRUCTURE
 BY2606'WITH AN OVAL SHAPED TANK, PAINTED SILVER.  THE OVERALL HEIGHT
 BY2606'110 FEET.  IT IS 0.1 MILE EAST OF U.S. HIGHWAY 96 AND U.S.
 BY2606'HIGHWAY 87, 125 FEET WEST OF HILLTOP LANE AND 72 FEET NORTH
 BY2606'OF THE CENTER OF PAYNE STREET.  THE POINT TRAVERSED TO WAS
 BY2606'THE CENTER OF THE 4-FOOT IN DIAMETER STANDPIPE IN THE CENTER
 BY2606'OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2604 ***********************************************************************
 BY2604  DESIGNATION -  CENTER RADIO STATION KDET MAST
 BY2604  PID         -  BY2604
 BY2604  STATE/COUNTY-  TX/SHELBY
 BY2604  USGS QUAD   -  CENTER (1984)
 BY2604
 BY2604                         *CURRENT SURVEY CONTROL
 BY2604  ___________________________________________________________________
 BY2604* NAD 83(1993)-  31 47 22.96878(N)    094 11 40.06627(W)     ADJUSTED  
 BY2604* NAVD 88     -                                                        
 BY2604  ___________________________________________________________________
 BY2604  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 BY2604  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BY2604
 BY2604  HORZ ORDER  -  THIRD
 BY2604
 BY2604.The horizontal coordinates were established by classical geodetic methods
 BY2604.and adjusted by the National Geodetic Survey in February 1996..
 BY2604
 BY2604
 BY2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2604
 BY2604.The geoid height was determined by GEOID03.
 BY2604
 BY2604;                    North         East     Units Scale Factor Converg.
 BY2604;SPC TX C     - 3,251,397.415 1,281,092.291   MT  0.99997619   +3 09 42.8
 BY2604;SPC TX C     -10,667,293.02  4,203,050.29   sFT  0.99997619   +3 09 42.8
 BY2604;SPC TXNC     - 2,022,001.369 1,007,701.406   MT  1.00011287   +2 20 53.6
 BY2604;SPC TXNC     - 6,633,849.49  3,306,100.36   sFT  1.00011287   +2 20 53.6
 BY2604;UTM  15      - 3,517,748.436   386,916.187   MT  0.99975771   -0 37 45.5
 BY2604
 BY2604                          SUPERSEDED SURVEY CONTROL
 BY2604
 BY2604  NAD 83(1986)-  31 47 22.97862(N)    094 11 40.05950(W) AD(       ) 4
 BY2604  NAD 27      -  31 47 22.35500(N)    094 11 39.34700(W) AD(       ) 3
 BY2604
 BY2604.Superseded values are not recommended for survey control.
 BY2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2604.See file dsdata.txt to determine how the superseded data were derived.
 BY2604
 BY2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR8691617748(NAD 83)
 BY2604_MARKER: 42 = RADIO/TV MAST
 BY2604
 BY2604  HISTORY     - Date     Condition        Report By
 BY2604  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2604
 BY2604                          STATION DESCRIPTION
 BY2604
 BY2604'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2604'THE STATION IS LOCATED IN THE WEST EDGE OF CENTER, WITH
 BY2604'THE STUDIO IN THE POLLEY HOTEL.  THE MAST IS MOUNTED ON A
 BY2604'CONCRETE PIER, COLORED RED AND WHITE AND THE OVER-ALL HEIGHT
 BY2604'IS ABOUT 250 FEET.  THE RED LIGHT ON TOP WAS THE POINT
 BY2604'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1504 ***********************************************************************
 BY1504  DESIGNATION -  CENTER RM 1
 BY1504  PID         -  BY1504
 BY1504  STATE/COUNTY-  TX/HOUSTON
 BY1504  USGS QUAD   -  RATCLIFF (1950)
 BY1504
 BY1504                         *CURRENT SURVEY CONTROL
 BY1504  ___________________________________________________________________
 BY1504* NAD 83(1986)-  31 23 06.     (N)    095 14 48.     (W)     SCALED    
 BY1504* NAVD 88     -       140.72   (+/-2cm)     461.7    (feet)  VERTCON   
 BY1504  ___________________________________________________________________
 BY1504  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BY1504
 BY1504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1504
 BY1504.The horizontal coordinates were scaled from a topographic map and have
 BY1504.an estimated accuracy of +/- 6 seconds.
 BY1504
 BY1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1504.The vertical order pertains to the NGVD 29 superseded value.
 BY1504
 BY1504.The geoid height was determined by GEOID03.
 BY1504
 BY1504;                    North         East    Units  Estimated Accuracy
 BY1504;SPC TX C     - 3,201,550.    1,183,620.      MT  (+/- 180 meters Scaled)
 BY1504
 BY1504                          SUPERSEDED SURVEY CONTROL
 BY1504
 BY1504  NGVD 29 (??/??/92)  140.739  (m)          461.74   (f) ADJ UNCH    2 0
 BY1504
 BY1504.Superseded values are not recommended for survey control.
 BY1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1504.See file dsdata.txt to determine how the superseded data were derived.
 BY1504
 BY1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ863744(NAD 83)
 BY1504_MARKER: DR = REFERENCE MARK DISK
 BY1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1504_STAMPING: CENTER NO. 1 1942
 BY1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1504+STABILITY: SURFACE MOTION
 BY1504
 BY1504  HISTORY     - Date     Condition        Report By
 BY1504  HISTORY     - 1942     MONUMENTED       CGS
 BY1504  HISTORY     - 1948     GOOD             NGS
 BY1504
 BY1504                          STATION DESCRIPTION
 BY1504
 BY1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1504'5.85 MI N FROM KENNARD.
 BY1504'3.3 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1504'SERVICE ROAD NO. 25 AT KENNARD, THENCE 2.55 MILES NORTH ALONG FOREST
 BY1504'SERVICE ROAD NO. 24, 0.35 MILE NORTH OF CENTER HILL CHURCH, ABOUT
 BY1504'250.0 FEET SOUTH OF THE TOP OF A PROMINENT HILL, 184.2 FEET SOUTH OF
 BY1504'CENTER R.M. 2, 100.0 FEET SOUTH-SOUTHWEST OF CENTER 1942, 129.0 FEET
 BY1504'NORTHWEST OF SPIKED TREE NO. 21, SET IN THE TOP OF A CONCRETE POST
 BY1504'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1506 ***********************************************************************
 BY1506  DESIGNATION -  CENTER RM 2
 BY1506  PID         -  BY1506
 BY1506  STATE/COUNTY-  TX/HOUSTON
 BY1506  USGS QUAD   -  RATCLIFF (1950)
 BY1506
 BY1506                         *CURRENT SURVEY CONTROL
 BY1506  ___________________________________________________________________
 BY1506* NAD 83(1986)-  31 23 06.     (N)    095 14 48.     (W)     SCALED    
 BY1506* NAVD 88     -       142.78   (+/-2cm)     468.4    (feet)  VERTCON   
 BY1506  ___________________________________________________________________
 BY1506  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BY1506
 BY1506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1506
 BY1506.The horizontal coordinates were scaled from a topographic map and have
 BY1506.an estimated accuracy of +/- 6 seconds.
 BY1506
 BY1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1506.The vertical order pertains to the NGVD 29 superseded value.
 BY1506
 BY1506.The geoid height was determined by GEOID03.
 BY1506
 BY1506;                    North         East    Units  Estimated Accuracy
 BY1506;SPC TX C     - 3,201,550.    1,183,620.      MT  (+/- 180 meters Scaled)
 BY1506
 BY1506                          SUPERSEDED SURVEY CONTROL
 BY1506
 BY1506  NGVD 29 (??/??/92)  142.791  (m)          468.47   (f) ADJ UNCH    2 0
 BY1506
 BY1506.Superseded values are not recommended for survey control.
 BY1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1506.See file dsdata.txt to determine how the superseded data were derived.
 BY1506
 BY1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ863744(NAD 83)
 BY1506_MARKER: DR = REFERENCE MARK DISK
 BY1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1506_STAMPING: CENTER NO. 2 1942
 BY1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1506+STABILITY: SURFACE MOTION
 BY1506
 BY1506  HISTORY     - Date     Condition        Report By
 BY1506  HISTORY     - 1942     MONUMENTED       CGS
 BY1506  HISTORY     - 1948     GOOD             NGS
 BY1506
 BY1506                          STATION DESCRIPTION
 BY1506
 BY1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1506'5.85 MI N FROM KENNARD.
 BY1506'3.3 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1506'SERVICE ROAD NO. 25 AT KENNARD, THENCE 2.55 MILES NORTH ALONG FOREST
 BY1506'SERVICE ROAD NO. 24, 0.35 MILE NORTH OF CENTER HILL CHURCH, 74.0 FEET
 BY1506'WEST OF A 20-INCH OAK TREE WHICH IS LOCATED ABOUT 55.0 FEET SOUTH OF
 BY1506'THE TOP OF A HIGH PROMINENT HILL ON CENTER RIDGE, 184.2 FEET NORTH OF
 BY1506'CENTER R.M. 1, 102.4 FEET NORTH-NORTHWEST OF CENTER 1942, SET IN THE
 BY1506'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2607 ***********************************************************************
 BY2607  DESIGNATION -  CENTER TANK
 BY2607  PID         -  BY2607
 BY2607  STATE/COUNTY-  TX/SHELBY
 BY2607  USGS QUAD   -  CENTER (1984)
 BY2607
 BY2607                         *CURRENT SURVEY CONTROL
 BY2607  ___________________________________________________________________
 BY2607* NAD 83(1993)-  31 47 41.58992(N)    094 10 54.39972(W)     ADJUSTED  
 BY2607* NAVD 88     -                                                        
 BY2607  ___________________________________________________________________
 BY2607  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 BY2607  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BY2607
 BY2607  HORZ ORDER  -  THIRD
 BY2607
 BY2607.The horizontal coordinates were established by classical geodetic methods
 BY2607.and adjusted by the National Geodetic Survey in February 1996..
 BY2607
 BY2607
 BY2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2607
 BY2607.The geoid height was determined by GEOID03.
 BY2607
 BY2607;                    North         East     Units Scale Factor Converg.
 BY2607;SPC TX C     - 3,252,036.405 1,282,260.117   MT  0.99997744   +3 10 06.3
 BY2607;SPC TX C     -10,669,389.44  4,206,881.73   sFT  0.99997744   +3 10 06.3
 BY2607;SPC TXNC     - 2,022,623.798 1,008,878.346   MT  1.00011091   +2 21 18.5
 BY2607;SPC TXNC     - 6,635,891.58  3,309,961.71   sFT  1.00011091   +2 21 18.5
 BY2607;UTM  15      - 3,518,308.687   388,123.442   MT  0.99975436   -0 37 21.8
 BY2607
 BY2607                          SUPERSEDED SURVEY CONTROL
 BY2607
 BY2607  NAD 83(1986)-  31 47 41.59937(N)    094 10 54.39087(W) AD(       ) 4
 BY2607  NAD 27      -  31 47 40.97500(N)    094 10 53.67600(W) AD(       ) 3
 BY2607
 BY2607.Superseded values are not recommended for survey control.
 BY2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2607.See file dsdata.txt to determine how the superseded data were derived.
 BY2607
 BY2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR8812318309(NAD 83)
 BY2607_MARKER: 51 = TANK
 BY2607
 BY2607  HISTORY     - Date     Condition        Report By
 BY2607  HISTORY     - 1919     FIRST OBSERVED   CGS
 BY2607  HISTORY     - 1935     GOOD             CGS
 BY2607
 BY2607                          STATION DESCRIPTION
 BY2607
 BY2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2607'THERE ARE TWO WATER TANKS IN CENTER NOW.  ONE HAS BEEN BUILT
 BY2607'SINCE 1919.  THE TANK SIGHTED WAS THE OLD TANK NEAR THE
 BY2607'COURTHOUSE.  IT IS STILL STANDING UNCHANGED SINCE 1919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0220 ***********************************************************************
 AH0220  DESIGNATION -  CENTER USE
 AH0220  PID         -  AH0220
 AH0220  STATE/COUNTY-  TX/SAN PATRICIO
 AH0220  USGS QUAD   -  PORT ARANSAS (1975)
 AH0220
 AH0220                         *CURRENT SURVEY CONTROL
 AH0220  ___________________________________________________________________
 AH0220* NAD 83(1986)-  27 50 47.     (N)    097 03 43.     (W)     SCALED    
 AH0220* NAVD 88     -         2.76   (+/-2cm)       9.1    (feet)  VERTCON   
 AH0220  ___________________________________________________________________
 AH0220  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AH0220
 AH0220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0220
 AH0220.The horizontal coordinates were scaled from a topographic map and have
 AH0220.an estimated accuracy of +/- 6 seconds.
 AH0220
 AH0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0220.The vertical order pertains to the NGVD 29 superseded value.
 AH0220
 AH0220.The geoid height was determined by GEOID03.
 AH0220
 AH0220;                    North         East    Units  Estimated Accuracy
 AH0220;SPC TX S     - 5,242,310.      441,650.      MT  (+/- 180 meters Scaled)
 AH0220
 AH0220                          SUPERSEDED SURVEY CONTROL
 AH0220
 AH0220  NGVD 29 (??/??/92)    2.866  (m)            9.40   (f) ADJ UNCH    2 0
 AH0220
 AH0220.Superseded values are not recommended for survey control.
 AH0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0220.See file dsdata.txt to determine how the superseded data were derived.
 AH0220
 AH0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR908816(NAD 83)
 AH0220_MARKER: DD = SURVEY DISK
 AH0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0220_STAMPING: CENTER 1948
 AH0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0220+STABILITY: SURFACE MOTION
 AH0220
 AH0220  HISTORY     - Date     Condition        Report By
 AH0220  HISTORY     - 1948     MONUMENTED       DOD
 AH0220  HISTORY     - 1951     GOOD             NGS
 AH0220  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0220  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0220
 AH0220                          STATION DESCRIPTION
 AH0220
 AH0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0220'6.25 MI E FROM ARANSAS PASS.
 AH0220'6.15 MILES EAST ALONG THE CAUSEWAY LEADING TO PORT ARANSAS FROM THE
 AH0220'TOLL GATE AT ARANSAS PASS, THENCE 0.1 MILE SOUTH ALONG AN OILED ROAD
 AH0220'LEADING TO THE HUMBLE OIL REFINERY, 0.1 MILE SOUTH OF THE FERRY GATE
 AH0220'HOUSE, 146 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 232 FEET
 AH0220'SOUTHWEST OF THE CENTER LINE OF AN OILED ROAD, 235 FEET WEST OF THE
 AH0220'CENTER OF A GATE, AT A FENCE AROUND SOME OIL STORAGE TANKS, 2 FEET
 AH0220'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AH0220'IS FLUSH WITH THE GROUND.
 AH0220
 AH0220                          STATION RECOVERY (1959)
 AH0220
 AH0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0220'MARK NOT FOUND.
 AH0220
 AH0220                          STATION RECOVERY (1978)
 AH0220
 AH0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0220'SEARCHED FOR BUT NOT RECOVERED, AREA HAS BEEN COMPLETELY
 AH0220'RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2764 ***********************************************************************
 BY2764  DESIGNATION -  CENTERVILLE
 BY2764  PID         -  BY2764
 BY2764  STATE/COUNTY-  TX/LEON
 BY2764  USGS QUAD   -  CENTERVILLE (1964)
 BY2764
 BY2764                         *CURRENT SURVEY CONTROL
 BY2764  ___________________________________________________________________
 BY2764* NAD 83(1993)-  31 16 56.52189(N)    095 53 41.30277(W)     ADJUSTED  
 BY2764* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 BY2764  ___________________________________________________________________
 BY2764  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 BY2764  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BY2764
 BY2764  HORZ ORDER  -  FIRST
 BY2764
 BY2764.The horizontal coordinates were established by classical geodetic methods
 BY2764.and adjusted by the National Geodetic Survey in February 1996..
 BY2764
 BY2764.The orthometric height was scaled from a topographic map.
 BY2764
 BY2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2764
 BY2764.The geoid height was determined by GEOID03.
 BY2764
 BY2764;                    North         East     Units Scale Factor Converg.
 BY2764;SPC TX C     - 3,187,539.341 1,122,487.007   MT  0.99989372   +2 17 10.0
 BY2764;SPC TX C     -10,457,785.32  3,682,692.79   sFT  0.99989372   +2 17 10.0
 BY2764;UTM  15      - 3,464,512.973   224,407.485   MT  1.00053693   -1 30 14.7
 BY2764
 BY2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2764!SPC TX C     -   0.99998061  x   0.99989372  =   0.99987433
 BY2764!UTM  15      -   0.99998061  x   1.00053693  =   1.00051753
 BY2764
 BY2764|---------------------------------------------------------------------|
 BY2764| PID    Reference Object                     Distance      Geod. Az  |
 BY2764|                                                           dddmmss.s |
 BY2764| CV8231 CENTERVILLE RM 1                     49.177 METERS 06017     |
 BY2764| CV8230 CENTERVILLE AZ MK                                  1434906.0 |
 BY2764| BZ1390 CONCORD                             APPROX.17.1 KM 2640553.4 |
 BY2764| CV8232 CENTERVILLE RM 2                     39.920 METERS 30947     |
 BY2764|---------------------------------------------------------------------|
 BY2764
 BY2764                          SUPERSEDED SURVEY CONTROL
 BY2764
 BY2764  NAD 83(1986)-  31 16 56.53530(N)    095 53 41.28250(W) AD(       ) 1
 BY2764  NAD 27      -  31 16 55.88200(N)    095 53 40.43900(W) AD(       ) 1
 BY2764
 BY2764.Superseded values are not recommended for survey control.
 BY2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2764.See file dsdata.txt to determine how the superseded data were derived.
 BY2764
 BY2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ2440764513(NAD 83)
 BY2764_MARKER: DS = TRIANGULATION STATION DISK
 BY2764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2764
 BY2764  HISTORY     - Date     Condition        Report By
 BY2764  HISTORY     - 1935     MONUMENTED       CGS
 BY2764  HISTORY     - 1937     GOOD             TXHD
 BY2764  HISTORY     - 1944     SEE DESCRIPTION  TXHD
 BY2764  HISTORY     - 1974     GOOD             TXHD
 BY2764
 BY2764                          STATION DESCRIPTION
 BY2764
 BY2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BY2764'THIS STATION IS ABOUT 5 MILES E OF CENTERVILLE, ABOUT 9 MILES
 BY2764'NE OF LEONA, AND 16 MILES SE OF BUFFALO, ON LAND OWNED BY D.A.
 BY2764'SULLIVAN OF CENTERVILLE.  THE MARK IS SET IN CLEARING AT OLD HOUSE
 BY2764'SITE.  IT IS 44 FEET NNW OF THE REMAINS OF OLD CHIMNEY, 22 FEET
 BY2764'SSE OF 8-INCH OAK TREE, WITH A TRIANGLE BLAZE.  THE MARK IS
 BY2764'NEAR THE CENTER OF THE CLEARING ON THE HIGHEST POINT OF GROUND
 BY2764'IN THE IMMEDIATE VICINITY.  THE MARK PROJECTS 5 INCHES.
 BY2764'
 BY2764'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2764'BRONZE DISKS SET IN CONCRETE.
 BY2764'
 BY2764'REFERENCE MARK NO. 1 IS NW OF THE STATION ON THE E EDGE OF THE
 BY2764'CLEARING, MARK PROJECTS 5 INCHES.  REFERENCE MARK NO. 2 IS NE OF
 BY2764'THE STATION.  IT IS AT THE EDGE OF THE WOODS, MARK PROJECTS 6
 BY2764'INCHES.
 BY2764'
 BY2764'AZIMUTH MARK IS SE OF THE STATION, ABOUT 100 YARDS SE OF THE
 BY2764'CLEARING, 15 FEET NW OF A 2-FOOT OAK TREE WHICH IS THE LARGEST
 BY2764'TREE IN THE VICINITY.  THE MARK IS ON RANGE BETWEEN THE STATION
 BY2764'AND THE TREE, AND PROJECTS 6 INCHES.
 BY2764'
 BY2764'TO REACH FROM CENTERVILLE, SW CORNER OF THE COURTHOUSE SQUARE, GO
 BY2764'E FOR 2.8 MILES TO TURN RIGHT, THENCE RIGHT 0.15 MILE TO FORK.
 BY2764'HERE TAKE THE LEFT FORK AND GO 2.5 MILES TO A CATTLE PEN ON THE
 BY2764'LEFT.  GO THROUGH THE PEN AND FOLLOW DIM TRAIL IN AN EASTERLY
 BY2764'DIRECTION FOR 0.35 MILE TO A SHARP TURN TO THE LEFT.  TURN LEFT
 BY2764'AND GO 0.3 MILE TO THE STATION IN THE CENTER OF THE CLEARING.
 BY2764'
 BY2764'A 90-FOOT TOWER WAS USED.
 BY2764
 BY2764                          STATION RECOVERY (1937)
 BY2764
 BY2764'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BY2764'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 BY2764'FROM CENTERVILLE TO CATTLE PEN SATISFACTORY.  DIM TRAIL, AS
 BY2764'DESCRIBED, IS NO LONGER DISCERNIBLE DUE TO HEAVY FREEZE 1936-1937,
 BY2764'WHICH OBLITERATED TRAIL.
 BY2764
 BY2764                          STATION RECOVERY (1944)
 BY2764
 BY2764'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1944
 BY2764'THE NEW LOCATION OF TEXAS STATE HIGHWAY 7 MAKES THE FOLLOWING
 BY2764'CHANGE IN DIRECTIONS DESIRABLE--
 BY2764'
 BY2764'TO REACH FROM THE SW CORNER OF THE COURTHOUSE SQUARE IN
 BY2764'CENTERVILLE (INTERSECTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY 7),
 BY2764'GO E ALONG STATE HIGHWAY 7 FOR 5.315 MI. (CHAINED DISTANCE FROM
 BY2764'CONSTRUCTION PLANS FOR STATE HIGHWAY 7) TO THE STATION ON THE
 BY2764'RIGHT (S).  STATION IS IN A CLEARING IN A WOODED PASTURE ABOUT
 BY2764'750 FT. (S 30 DEG E (APPROX.) MAG.) FROM THIS POINT.
 BY2764
 BY2764                          STATION RECOVERY (1974)
 BY2764
 BY2764'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (AJS)
 BY2764'NO. 2 1935-GOOD
 BY2764'
 BY2764'NO 1 1935-GOOD
 BY2764'
 BY2764'AZIMUTH 1935-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1855 ***********************************************************************
 BY1855  DESIGNATION -  CENTERVILLE MAGNETIC
 BY1855  PID         -  BY1855
 BY1855  STATE/COUNTY-  TX/LEON
 BY1855  USGS QUAD   -  CENTERVILLE (1964)
 BY1855
 BY1855                         *CURRENT SURVEY CONTROL
 BY1855  ___________________________________________________________________
 BY1855* NAD 83(1986)-  31 15 31.     (N)    095 58 41.     (W)     SCALED    
 BY1855* NAVD 88     -       107.76   (+/-2cm)     353.5    (feet)  VERTCON   
 BY1855  ___________________________________________________________________
 BY1855  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BY1855
 BY1855  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1855
 BY1855.The horizontal coordinates were scaled from a topographic map and have
 BY1855.an estimated accuracy of +/- 6 seconds.
 BY1855
 BY1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1855.The vertical order pertains to the NGVD 29 superseded value.
 BY1855
 BY1855.The geoid height was determined by GEOID03.
 BY1855
 BY1855;                    North         East    Units  Estimated Accuracy
 BY1855;SPC TX C     - 3,184,590.    1,114,670.      MT  (+/- 180 meters Scaled)
 BY1855
 BY1855                          SUPERSEDED SURVEY CONTROL
 BY1855
 BY1855  NGVD 29 (??/??/92)  107.741  (m)          353.48   (f) ADJ UNCH    2 0
 BY1855
 BY1855.Superseded values are not recommended for survey control.
 BY1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1855.See file dsdata.txt to determine how the superseded data were derived.
 BY1855
 BY1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ164620(NAD 83)
 BY1855_MARKER: DM = MAGNETIC STATION DISK
 BY1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1855+STABILITY: SURFACE MOTION
 BY1855
 BY1855  HISTORY     - Date     Condition        Report By
 BY1855  HISTORY     - UNK      MONUMENTED       CGS
 BY1855  HISTORY     - 1947     GOOD             NGS
 BY1855
 BY1855                          STATION DESCRIPTION
 BY1855
 BY1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1855'IN CENTERVILLE.
 BY1855'AT CENTERVILLE, 20.8 FEET EAST OF THE SOUTHEAST CORNER OF THE COURT
 BY1855'HOUSE, 21.9 FEET WEST OF THE SOUTHWEST CORNER OF A BRICK OFFICE
 BY1855'BUILDING AND 2.6 FEET NORTH OF THE NORTH EDGE OF A CONCRETE WALK.  A
 BY1855'BRONZE MAGNETIC STATION DISK SET IN THE TOP OF A CONCRETE POST ABOUT
 BY1855'12 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2665 ***********************************************************************
 BY2665  DESIGNATION -  CENTRAL
 BY2665  PID         -  BY2665
 BY2665  STATE/COUNTY-  TX/ANGELINA
 BY2665  USGS QUAD   -  CLAWSON (1980)
 BY2665
 BY2665                         *CURRENT SURVEY CONTROL
 BY2665  ___________________________________________________________________
 BY2665* NAD 83(1993)-  31 25 39.02453(N)    094 48 40.36254(W)     ADJUSTED  
 BY2665* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 BY2665  ___________________________________________________________________
 BY2665  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BY2665  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BY2665
 BY2665  HORZ ORDER  -  SECOND
 BY2665
 BY2665.The horizontal coordinates were established by classical geodetic methods
 BY2665.and adjusted by the National Geodetic Survey in February 1996..
 BY2665
 BY2665.The orthometric height was scaled from a topographic map.
 BY2665
 BY2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2665
 BY2665.The geoid height was determined by GEOID03.
 BY2665
 BY2665;                    North         East     Units Scale Factor Converg.
 BY2665;SPC TX C     - 3,208,227.810 1,224,755.518   MT  0.99990930   +2 50 39.2
 BY2665;SPC TX C     -10,525,660.74  4,018,218.73   sFT  0.99990930   +2 50 39.2
 BY2665;UTM  15      - 3,478,401.029   327,853.748   MT  0.99996552   -0 56 40.7
 BY2665
 BY2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2665!SPC TX C     -   0.99998293  x   0.99990930  =   0.99989224
 BY2665!UTM  15      -   0.99998293  x   0.99996552  =   0.99994845
 BY2665
 BY2665:                Primary Azimuth Mark                     Grid Az
 BY2665:SPC TX C     -  CENTRAL AZ MK                            109 52 42.9
 BY2665:UTM  15      -  CENTRAL AZ MK                            113 40 02.8
 BY2665
 BY2665|---------------------------------------------------------------------|
 BY2665| PID    Reference Object                     Distance      Geod. Az  |
 BY2665|                                                           dddmmss.s |
 BY2665| CV8236 CENTRAL AZ MK                                      1124322.1 |
 BY2665| CV8237 CENTRAL RM 1                         23.391 METERS 26111     |
 BY2665| BY2664 CENTRAL SCHOOL LOT 13 1948           23.872 METERS 33007     |
 BY2665|---------------------------------------------------------------------|
 BY2665
 BY2665                          SUPERSEDED SURVEY CONTROL
 BY2665
 BY2665  NAD 83(1986)-  31 25 39.03507(N)    094 48 40.34868(W) AD(       ) 2
 BY2665  NAD 27      -  31 25 38.37900(N)    094 48 39.58700(W) AD(       ) 2
 BY2665
 BY2665.Superseded values are not recommended for survey control.
 BY2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2665.See file dsdata.txt to determine how the superseded data were derived.
 BY2665
 BY2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2785478401(NAD 83)
 BY2665_MARKER: DS = TRIANGULATION STATION DISK
 BY2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2665
 BY2665  HISTORY     - Date     Condition        Report By
 BY2665  HISTORY     - 1948     MONUMENTED       CGS
 BY2665
 BY2665                          STATION DESCRIPTION
 BY2665
 BY2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2665'THE STATION IS LOCATED ABOUT 10.0 MILES AIRLINE NORTHWEST
 BY2665'OF LUFKIN IN THE SMALL SETTLEMENT OF CENTRAL AND IN THE SOUTHWEST
 BY2665'CORNER OF THE LOT OCCUPIED BY THE CENTRAL SCHOOL LOOKOUT
 BY2665'TOWER NO 13.  IT IS 78 FEET SOUTHEAST OF THE CENTER OF THE
 BY2665'LOOKOUT TOWER, 49 FEET NORTH OF EAST-WEST FENCE LINE AND 24
 BY2665'FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED CENTRAL
 BY2665'1948 AND SET FLUSH WITH THE GROUND SURFACE.
 BY2665'
 BY2665'REFERENCE MARK NO 1 IS WEST-SOUTHWEST OF THE STATION, 9 FEET
 BY2665'NORTH OF EAST-WEST FENCE LINE AND 3 FEET EAST OF A 6 INCH
 BY2665'PINE TREE IN ROW OF SMALL TREES AROUND LOOKOUT TOWER.
 BY2665'IT IS STAMPED CENTRAL NO 1 1948 AND SET FLUSH WITH THE GROUND
 BY2665'SURFACE.
 BY2665'
 BY2665'THE U.S.E.D. MARK UNDER THE CENTER OF THE LOOKOUT TOWER
 BY2665'WAS USED AS REFERENCE MARK NO. 2.  IT IS A U.S.E.D. STATION
 BY2665'MARK DISK SET IN A 12 BY 12 INCH CONCRETE BLOCK SET FLUSH
 BY2665'WITH THE GROUND SURFACE AND STAMPED CENTRAL.
 BY2665'
 BY2665'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE STATION,
 BY2665'50 FEET EAST OF THE CENTER OF U.S. HIGHWAY 69, 15 FEET WEST
 BY2665'OF THE CENTER OF OLD HIGHWAY AND 3 FEET SOUTH OF A TELEPHONE
 BY2665'POLE.  IT IS STAMPED CENTRAL 1948 AND PROJECTS 2 INCHES.
 BY2665'
 BY2665'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 BY2665'AND STATE ROUTE 94 AT THE LUFKIN TRAILER FOUNDRY, GO NORTH
 BY2665'AND WEST ON U.S. HIGHWAY 69 FOR 2.6 MILES TO THE JUNCTION
 BY2665'WITH STATE ROUTE 103, BEAR RIGHT ON U.S. HIGHWAY 69 AND
 BY2665'CONTINUE NORTHWEST FOR 5.65 MILES TO THE AZIMUTH MARK ON
 BY2665'THE EAST SIDE AS DESCRIBED, CONTINUE NORTHWEST ON NO 69 FOR
 BY2665'0.35 MILE TO DRIVEWAY ACROSS CATTLE GUARD INTO LOT OCCUPIED
 BY2665'BY THE LOOKOUT TOWER AND STATION IN THE SOUTHWEST CORNER
 BY2665'
 BY2665'A 100 FOOT SIGNAL AT STATION RATCLIFF IS VISIBLE AT 64 FEET.
 BY2665'
 BY2665'A 74 FOOT SIGNAL AT STATION WELLS IS VISIBLE AT 64 FEET.
 BY2665'
 BY2665'AN 87 FOOT SIGNAL AT STATION ALTO IS VISIBLE AT 64 FEET.
 BY2665'
 BY2665'A 74 FOOT SIGNAL AT STATION BOZELL IS VISIBLE AT 50 FEET.
 BY2665'
 BY2665'AN 87 FOOT SIGNAL AT STATION VIOLET IS VISIBLE AT 50 FEET.
 BY2665'
 BY2665'A 113 FOOT SIGNAL AT STATION BAKER IS VISIBLE AT 50 FEET.
 BY2665'
 BY2665'A 74 FOOT SIGNAL AT STATION BERRY IS VISIBLE AT 50 FEET.
 BY2665'
 BY2665'A 74 FOOT SIGNAL AT STATION MAST IS VISIBLE AT 77 FEET.
 BY2665'
 BY2665'A 74 FOOT SIGNAL AT STATION ANGELINA IS VISIBLE AT 64 FEET.
 BY2665'
 BY2665'A 74 FOOT SIGNAL AT STATION REDLAND IS VISIBLE AT 64 FEET
 BY2665'
 BY2665'AN 87 FOOT SIGNAL AT STATION LUFKIN E. BASE IS VISIBLE AT 64 FEET
 BY2665'
 BY2665'A 113 FOOT SIGNAL AT STATION FAIRVIEW IS VISIBLE AT 64 FEET
 BY2665'
 BY2665'A 100 FOOT SIGNAL AT STATION UNION IS VISIBLE AT 64 FEET.
 BY2665'
 BY2665'A 100 FOOT SIGNAL AT STATION LUFKIN W. BASE IS VISIBLE AT 64 FEET
 BY2665'
 BY2665'A 100 FOOT SIGNAL AT STATION GRANVILLE U.S.E.D. IS VISIBLE
 BY2665'AT 64 FEET
 BY2665'
 BY2665'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6956 ***********************************************************************
 AW6956  DESIGNATION -  CENTRAL HARLEM STATE FARM TANK
 AW6956  PID         -  AW6956
 AW6956  STATE/COUNTY-  TX/FORT BEND
 AW6956  USGS QUAD   -  SUGAR LAND (1995)
 AW6956
 AW6956                         *CURRENT SURVEY CONTROL
 AW6956  ___________________________________________________________________
 AW6956* NAD 83(1993)-  29 36 56.54603(N)    095 39 46.24792(W)     ADJUSTED  
 AW6956* NAVD 88     -                                                        
 AW6956  ___________________________________________________________________
 AW6956  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW6956  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6956
 AW6956  HORZ ORDER  -  THIRD
 AW6956
 AW6956.The horizontal coordinates were established by classical geodetic methods
 AW6956.and adjusted by the National Geodetic Survey in February 1996..
 AW6956
 AW6956
 AW6956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6956
 AW6956.The geoid height was determined by GEOID03.
 AW6956
 AW6956;                    North         East     Units Scale Factor Converg.
 AW6956;SPC TXSC     - 4,202,145.406   923,138.669   MT  0.99987521   +1 38 05.7
 AW6956;SPC TXSC     -13,786,538.72  3,028,664.12   sFT  0.99987521   +1 38 05.7
 AW6956;UTM  15      - 3,279,166.327   242,143.029   MT  1.00042048   -1 18 60.0
 AW6956
 AW6956                          SUPERSEDED SURVEY CONTROL
 AW6956
 AW6956  NAD 83(1986)-  29 36 56.56000(N)    095 39 46.23031(W) AD(       ) 4
 AW6956  NAD 27      -  29 36 55.72112(N)    095 39 45.41931(W) AD(       ) 3
 AW6956
 AW6956.Superseded values are not recommended for survey control.
 AW6956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6956.See file dsdata.txt to determine how the superseded data were derived.
 AW6956
 AW6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4214379166(NAD 83)
 AW6956_MARKER: 53 = ELEVATED TANK
 AW6956
 AW6956  HISTORY     - Date     Condition        Report By
 AW6956  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6956  HISTORY     - 1952     GOOD             CGS
 AW6956  HISTORY     - 1957     GOOD             CGS
 AW6956  HISTORY     - 19931204 GOOD             USPSQD
 AW6956  HISTORY     - 19981009 GOOD             USPSQD
 AW6956
 AW6956                          STATION DESCRIPTION
 AW6956
 AW6956'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6956'THIS INTERSECTION STATION IS LOCATED ABOUT 0.7 MILE N OF U.S.
 AW6956'HIGHWAY 59 ON THE GROUNDS OF THE CENTRAL HARLEM STATE FARM,
 AW6956'A UNIT OF THE TEXAS PRISON SYSTEM.  THE TANK AND FOUR-LEG
 AW6956'TRUSSWORK SUPPORTING TOWER ARE OF STEEL CONSTRUCTION, PAINTED
 AW6956'ALUMINUM.  THE TANK HAS THE SIGN STATE FARM INDUSTRIES IN
 AW6956'BLACK LETTERS ON ITS S SIDE.  IT IS ABOUT 100 FEET HIGH.  THE
 AW6956'POINT LOCATED WAS A BALL AT THE APEX OF THE CONICAL ROOF OF THE
 AW6956'TANK.
 AW6956
 AW6956                          STATION RECOVERY (1952)
 AW6956
 AW6956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6956'THE STATION IS LOCATED NEAR THE CENTER OF THE GUARDED AREA
 AW6956'OF THE CENTRAL STATE FARM, UNIT OF THE TEXAS PRISON SYSTEM
 AW6956'WHICH IS ABOUT 2 MILES WEST OF SUGAR LAND AND 1 MILE NORTH OF THE
 AW6956'HARLEM RAILROAD SIDING.  IT IS A 4 LEGGED STEEL STRUCTURE
 AW6956'SUPPORTING THE TANK PROPER.  THE TANK HAS A CONICAL SHAPED
 AW6956'ROOF WITH A BALL AT THE APEX.  THE OVERALL HEIGHT IS ABOUT 135
 AW6956'FEET.
 AW6956'
 AW6956'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 AW6956
 AW6956                          STATION RECOVERY (1957)
 AW6956
 AW6956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BC)
 AW6956'STATION RECOVERED IN GOOD CONDITION.
 AW6956
 AW6956                          STATION RECOVERY (1993)
 AW6956
 AW6956'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6956'RECOVERED IN GOOD CONDITION.
 AW6956
 AW6956                          STATION RECOVERY (1998)
 AW6956
 AW6956'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1430 ***********************************************************************
 AJ1430  DESIGNATION -  CENTRAL LAREDO WATERWKS SPIPE
 AJ1430  PID         -  AJ1430
 AJ1430  STATE/COUNTY-  TX/WEBB
 AJ1430  USGS QUAD   -  LAREDO WEST (1980)
 AJ1430
 AJ1430                         *CURRENT SURVEY CONTROL
 AJ1430  ___________________________________________________________________
 AJ1430* NAD 83(1993)-  27 30 05.86378(N)    099 30 30.21368(W)     ADJUSTED  
 AJ1430* NAVD 88     -                                                        
 AJ1430  ___________________________________________________________________
 AJ1430  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AJ1430  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ1430
 AJ1430  HORZ ORDER  -  THIRD
 AJ1430
 AJ1430.The horizontal coordinates were established by classical geodetic methods
 AJ1430.and adjusted by the National Geodetic Survey in February 1996..
 AJ1430
 AJ1430
 AJ1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1430
 AJ1430.The geoid height was determined by GEOID03.
 AJ1430
 AJ1430;                    North         East     Units Scale Factor Converg.
 AJ1430;SPC TX S     - 5,203,699.053   200,367.784   MT  0.99993281   -0 27 28.1
 AJ1430;SPC TX S     -17,072,469.31    657,373.30   sFT  0.99993281   -0 27 28.1
 AJ1430;UTM  14      - 3,042,100.113   449,785.084   MT  0.99963112   -0 14 05.2
 AJ1430
 AJ1430                          SUPERSEDED SURVEY CONTROL
 AJ1430
 AJ1430  NAD 83(1986)-  27 30 05.86013(N)    099 30 30.18680(W) AD(       ) 4
 AJ1430  NAD 27      -  27 30 04.79300(N)    099 30 29.03500(W) AD(       ) 3
 AJ1430
 AJ1430.Superseded values are not recommended for survey control.
 AJ1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1430.See file dsdata.txt to determine how the superseded data were derived.
 AJ1430
 AJ1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4978542100(NAD 83)
 AJ1430_MARKER: 52 = STANDPIPE TANK
 AJ1430
 AJ1430  HISTORY     - Date     Condition        Report By
 AJ1430  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1430  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AJ1430
 AJ1430                          STATION DESCRIPTION
 AJ1430
 AJ1430'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1433 ***********************************************************************
 AJ1433  DESIGNATION -  CENTRAL LAREDO WATERWKS STK
 AJ1433  PID         -  AJ1433
 AJ1433  STATE/COUNTY-  TX/WEBB
 AJ1433  USGS QUAD   -  LAREDO WEST (1980)
 AJ1433
 AJ1433                         *CURRENT SURVEY CONTROL
 AJ1433  ___________________________________________________________________
 AJ1433* NAD 83(1993)-  27 30 04.40623(N)    099 30 30.02703(W)     ADJUSTED  
 AJ1433* NAVD 88     -                                                        
 AJ1433  ___________________________________________________________________
 AJ1433  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AJ1433  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ1433
 AJ1433  HORZ ORDER  -  THIRD
 AJ1433
 AJ1433.The horizontal coordinates were established by classical geodetic methods
 AJ1433.and adjusted by the National Geodetic Survey in February 1996..
 AJ1433
 AJ1433
 AJ1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1433
 AJ1433.The geoid height was determined by GEOID03.
 AJ1433
 AJ1433;                    North         East     Units Scale Factor Converg.
 AJ1433;SPC TX S     - 5,203,654.151   200,372.549   MT  0.99993275   -0 27 28.1
 AJ1433;SPC TX S     -17,072,321.99    657,388.94   sFT  0.99993275   -0 27 28.1
 AJ1433;UTM  14      - 3,042,055.244   449,790.022   MT  0.99963112   -0 14 05.1
 AJ1433
 AJ1433                          SUPERSEDED SURVEY CONTROL
 AJ1433
 AJ1433  NAD 83(1986)-  27 30 04.40262(N)    099 30 30.00006(W) AD(       ) 4
 AJ1433  NAD 27      -  27 30 03.33400(N)    099 30 28.85100(W) AD(       ) 3
 AJ1433
 AJ1433.Superseded values are not recommended for survey control.
 AJ1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1433.See file dsdata.txt to determine how the superseded data were derived.
 AJ1433
 AJ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4979042055(NAD 83)
 AJ1433_MARKER: 63 = STACK
 AJ1433
 AJ1433  HISTORY     - Date     Condition        Report By
 AJ1433  HISTORY     - 1917     FIRST OBSERVED   CGS
 AJ1433  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AJ1433
 AJ1433                          STATION DESCRIPTION
 AJ1433
 AJ1433'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2664 ***********************************************************************
 BY2664  DESIGNATION -  CENTRAL SCHOOL LOT 13 1948
 BY2664  PID         -  BY2664
 BY2664  STATE/COUNTY-  TX/ANGELINA
 BY2664  USGS QUAD   -  CLAWSON (1980)
 BY2664
 BY2664                         *CURRENT SURVEY CONTROL
 BY2664  ___________________________________________________________________
 BY2664* NAD 83(1993)-  31 25 39.69651(N)    094 48 40.81300(W)     ADJUSTED  
 BY2664* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 BY2664  ___________________________________________________________________
 BY2664  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BY2664  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BY2664
 BY2664  HORZ ORDER  -  SECOND
 BY2664
 BY2664.The horizontal coordinates were established by classical geodetic methods
 BY2664.and adjusted by the National Geodetic Survey in February 1996..
 BY2664
 BY2664.The orthometric height was scaled from a topographic map.
 BY2664
 BY2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2664
 BY2664.The geoid height was determined by GEOID03.
 BY2664
 BY2664;                    North         East     Units Scale Factor Converg.
 BY2664;SPC TX C     - 3,208,247.889 1,224,742.610   MT  0.99990933   +2 50 39.0
 BY2664;SPC TX C     -10,525,726.62  4,018,176.38   sFT  0.99990933   +2 50 39.0
 BY2664;UTM  15      - 3,478,421.918   327,842.194   MT  0.99996557   -0 56 40.9
 BY2664
 BY2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2664!SPC TX C     -   0.99998309  x   0.99990933  =   0.99989242
 BY2664!UTM  15      -   0.99998309  x   0.99996557  =   0.99994866
 BY2664
 BY2664                          SUPERSEDED SURVEY CONTROL
 BY2664
 BY2664  NAD 83(1986)-  31 25 39.70705(N)    094 48 40.79914(W) AD(       ) 2
 BY2664  NAD 27      -  31 25 39.05100(N)    094 48 40.03700(W) AD(       ) 2
 BY2664
 BY2664.Superseded values are not recommended for survey control.
 BY2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2664.See file dsdata.txt to determine how the superseded data were derived.
 BY2664
 BY2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2784278422(NAD 83)
 BY2664_MARKER: 57 = LOOKOUT TOWER
 BY2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2664+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 BY2664
 BY2664  HISTORY     - Date     Condition        Report By
 BY2664  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2664  HISTORY     - 20030707 GOOD             USPSQD
 BY2664  HISTORY     - 20040805 GOOD             USPSQD
 BY2664
 BY2664                          STATION DESCRIPTION
 BY2664
 BY2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2664'THE STATION IS THE CENTRAL SCHOOL LOOKOUT TOWER NO 13 OF
 BY2664'THE TEXAS STATE FOREST SERVICE.  LOCATED ABOUT 10.0 MILES
 BY2664'AIRLINE NORTHWEST OF LUFKIN ON THE WEST SIDE OF U.S. HIGHWAY
 BY2664'69 AND IN THE SMALL SETTLEMENT OF CENTRAL.  IT IS A FOUR LEGGED
 BY2664'STEEL STRUCTURE ABOUT 110 FEET HIGH WITH A GLASS ENCLOSED
 BY2664'LOOKOUT CAB ON THE TOP.  POINT OBSERVED UPON, THE U.S.E.D.
 BY2664'MARK STAMPED CENTRAL UNDER THE CENTER OF THE LOOKOUT CAB.
 BY2664
 BY2664                          STATION RECOVERY (2003)
 BY2664
 BY2664'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BY2664'RECOVERED IN GOOD CONDITION.
 BY2664
 BY2664                          STATION RECOVERY (2004)
 BY2664
 BY2664'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BY2664'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1392 ***********************************************************************
 AJ1392  DESIGNATION -  CERRITO
 AJ1392  PID         -  AJ1392
 AJ1392  STATE/COUNTY-  TX/WEBB
 AJ1392  USGS QUAD   -  MIRANDO CITY (1980)
 AJ1392
 AJ1392                         *CURRENT SURVEY CONTROL
 AJ1392  ___________________________________________________________________
 AJ1392* NAD 83(1993)-  27 22 43.48664(N)    099 07 21.96964(W)     ADJUSTED  
 AJ1392* NAVD 88     -       171.9    (meters)     564.     (feet)  VERTCON   
 AJ1392  ___________________________________________________________________
 AJ1392  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AJ1392  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AJ1392
 AJ1392  HORZ ORDER  -  FIRST
 AJ1392
 AJ1392.The horizontal coordinates were established by classical geodetic methods
 AJ1392.and adjusted by the National Geodetic Survey in February 1996..
 AJ1392
 AJ1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1392
 AJ1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1392
 AJ1392.The geoid height was determined by GEOID03.
 AJ1392
 AJ1392;                    North         East     Units Scale Factor Converg.
 AJ1392;SPC TX S     - 5,189,837.346   238,400.930   MT  0.99991643   -0 16 57.9
 AJ1392;SPC TX S     -17,026,991.36    782,153.72   sFT  0.99991643   -0 16 57.9
 AJ1392;UTM  14      - 3,028,391.991   487,860.484   MT  0.99960182   -0 03 23.2
 AJ1392
 AJ1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1392!SPC TX S     -   0.99997684  x   0.99991643  =   0.99989327
 AJ1392!UTM  14      -   0.99997684  x   0.99960182  =   0.99957867
 AJ1392
 AJ1392:                Primary Azimuth Mark                     Grid Az
 AJ1392:SPC TX S     -  CERRITO RM 3                             026 12 06.2
 AJ1392:UTM  14      -  CERRITO RM 3                             025 58 31.5
 AJ1392
 AJ1392|---------------------------------------------------------------------|
 AJ1392| PID    Reference Object                     Distance      Geod. Az  |
 AJ1392|                                                           dddmmss.s |
 AJ1392| CV3030 CERRITO RM 3                                       0255508.3 |
 AJ1392| CV3028 CERRITO RM 1                          9.927 METERS 06217     |
 AJ1392| AJ1318 MIRANDO CITY ST HWY DEPT MAST       APPROX.13.8 KM 0785242.0 |
 AJ1392| AJ1315 MIRANDO CITY BELL TEL MAST          APPROX.13.9 KM 0920350.2 |
 AJ1392| CV3029 CERRITO RM 2                          8.500 METERS 15437     |
 AJ1392|---------------------------------------------------------------------|
 AJ1392
 AJ1392                          SUPERSEDED SURVEY CONTROL
 AJ1392
 AJ1392  NAD 83(1986)-  27 22 43.48739(N)    099 07 21.94111(W) AD(       ) 1
 AJ1392  NAD 27      -  27 22 42.39695(N)    099 07 20.84489(W) AD(       ) 1
 AJ1392  NGVD 29 (07/19/86)  171.9    (m)          564.     (f) VERT ANG       
 AJ1392
 AJ1392.Superseded values are not recommended for survey control.
 AJ1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1392.See file dsdata.txt to determine how the superseded data were derived.
 AJ1392
 AJ1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR8786028392(NAD 83)
 AJ1392_MARKER: DS = TRIANGULATION STATION DISK
 AJ1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1392_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1392
 AJ1392  HISTORY     - Date     Condition        Report By
 AJ1392  HISTORY     - 1974     MONUMENTED       NGS
 AJ1392
 AJ1392                          STATION DESCRIPTION
 AJ1392
 AJ1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1392'THE STATION IS ABOUT 23 MILES EAST AND 9 MILES SOUTH OF LAREDO, 9
 AJ1392'MILES WEST AND 6 MILES SOUTH OF OILTON, 7-1/2 MILES WEST AND 4-1/2
 AJ1392'MILES SOUTH OF MIRANDO CITY AND ON PROPERTY OWNED BY G.A.
 AJ1392'BENAVIDES, WHO LIVES AT 2501 REYNOLDS STREET, LAREDO, TEXAS.
 AJ1392'
 AJ1392'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 359, FARM
 AJ1392'ROAD 2895 AND A PAVED ROAD SOUTH WHICH IS ABOUT 5 MILES WEST OF
 AJ1392'MIRANDO CITY, GO SOUTH ON THE PAVED ROAD FOR 0.2 MILE TO A T-ROAD
 AJ1392'JUNCTION.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.3 MILE TO
 AJ1392'A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH-SOUTHWEST ON A
 AJ1392'PAVED ROAD FOR 3.9 MILES TO A GRAVELED SIDE ROAD RIGHT.  CONTINUE
 AJ1392'SOUTH-SOUTHWEST ON THE PAVED ROAD FOR 1.05 MILES TO
 AJ1392'REFERENCE MARK 3 ON THE LEFT.  CONTINUE SOUTH-SOUTHWEST ON THE
 AJ1392'PAVED ROAD FOR 0.3 MILE TO THE TOP OF A SMALL HILL AND THE
 AJ1392'STATION ON RIGHT.
 AJ1392'
 AJ1392'STATION MARKS ARE STANDARD DISKS, STAMPED CERRITO 1974.  THE SURFACE
 AJ1392'DISK IS SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT,
 AJ1392'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 54.0 FEET NORTHWEST
 AJ1392'OF THE CENTER OF THE PAVED ROAD, 31.6 FEET NORTHEAST OF A POWER
 AJ1392'LINE POLE, 29.2 FEET NORTHEAST OF A WITNESS POST AND 22.0 FEET
 AJ1392'NORTHWEST OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AJ1392'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 AJ1392'
 AJ1392'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CERRITO NO 1 1974, SET
 AJ1392'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AJ1392'1 INCH ABOVE THE GROUND.  IT IS 51.0 FEET NORTHEAST OF THE POWER
 AJ1392'LINE POLE, 45.0 FEET NORTHEAST OF THE WITNESS POST, 33.0 FEET
 AJ1392'NORTHWEST OF THE CENTER OF THE PAVED ROAD, 1.6 FEET NORTHWEST OF THE
 AJ1392'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AJ1392'
 AJ1392'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CERRITO NO 2 1974, SET
 AJ1392'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AJ1392'WITH THE GROUND.  IT IS 33.0 FEET NORTHWEST OF THE CENTER OF THE
 AJ1392'PAVED ROAD, 7.6 FEET EAST OF THE POWER LINE POLE, 1.1 FEET
 AJ1392'NORTHEAST OF THE WITNESS POST, 1.0 FOOT NORTHWEST OF THE FENCE
 AJ1392'AND ABOUT THE SAME ELEVATION AS THE STATION.
 AJ1392'
 AJ1392'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CERRITO NO 3 1974,
 AJ1392'CEMENTED IN A DRILL HOLE IN THE EAST HEADWALL OF A CONCRETE
 AJ1392'CULVERT.  IT IS 16.0 FEET NORTHWEST OF A FENCE AND 12.0 FEET
 AJ1392'SOUTHEAST OF THE CENTER OF A PAVED ROAD.  THIS MARK WILL SERVE AS THE
 AJ1392'AZIMUTH MARK.
 AJ1392'
 AJ1392'NEAREST TOWN--MIRANDO CITY.
 AJ1392'
 AJ1392'HEIGHT OF LIGHT ABOVE STATION MARK 3.17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1089 ***********************************************************************
 CD1089  DESIGNATION -  CERRO ALTO
 CD1089  PID         -  CD1089
 CD1089  STATE/COUNTY-  TX/HUDSPETH
 CD1089  USGS QUAD   -  CERRO ALTO MOUNTAIN (1979)
 CD1089
 CD1089                         *CURRENT SURVEY CONTROL
 CD1089  ___________________________________________________________________
 CD1089* NAD 83(1993)-  31 56 43.20783(N)    105 58 14.86469(W)     ADJUSTED  
 CD1089* NAVD 88     -      2069.4    (meters)    6789.     (feet)  VERTCON   
 CD1089  ___________________________________________________________________
 CD1089  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 CD1089  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CD1089
 CD1089  HORZ ORDER  -  FIRST
 CD1089
 CD1089.The horizontal coordinates were established by classical geodetic methods
 CD1089.and adjusted by the National Geodetic Survey in February 1996..
 CD1089
 CD1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1089
 CD1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1089
 CD1089.The geoid height was determined by GEOID03.
 CD1089
 CD1089;                    North         East     Units Scale Factor Converg.
 CD1089;SPC TX C     - 3,266,118.910   167,201.593   MT  1.00001724   -2 54 13.1
 CD1089;SPC TX C     -10,715,591.79    548,560.56   sFT  1.00001724   -2 54 13.1
 CD1089;SPC NM C     -   104,840.114   526,395.934   MT  0.99990859   +0 08 51.8
 CD1089;SPC NM C     -   343,962.94  1,727,017.33   sFT  0.99990859   +0 08 51.8
 CD1089;UTM  13      - 3,534,787.881   408,246.844   MT  0.99970382   -0 30 49.3
 CD1089
 CD1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1089!SPC TX C     -   0.99967876  x   1.00001724  =   0.99969599
 CD1089!SPC NM C     -   0.99967876  x   0.99990859  =   0.99958738
 CD1089!UTM  13      -   0.99967876  x   0.99970382  =   0.99938267
 CD1089
 CD1089|---------------------------------------------------------------------|
 CD1089| PID    Reference Object                     Distance      Geod. Az  |
 CD1089|                                                           dddmmss.s |
 CD1089| CH8569 CERRO ALTO RM 1                       9.561 METERS 06302     |
 CD1089| CH8566 CERRO ALTO AZ MK                                   0831719.2 |
 CD1089| CH8567 CERRO ALTO AZ MK 2                                 0832016.2 |
 CD1089| CD1081 EL PASO FORT WORTH AWY BCN 4        APPROX.35.9 KM 1151800.3 |
 CD1089| CD1087 EL PASO FORT WORTH AWY BCN 3        APPROX.22.8 KM 1281945.0 |
 CD1089| CH8568 CERRO ALTO RM                         4.170 METERS 15939     |
 CD1089| CH8570 CERRO ALTO RM 2                       4.153 METERS 15946     |
 CD1089| CD1088 EL PASO FORT WORTH AWY BCN 2        APPROX.13.6 KM 1880551.2 |
 CD1089| CE0468 EL PASO FORT WORTH AWY BCN 1        APPROX.22.4 KM 2321317.1 |
 CD1089| CD1091 VA 6762                               8.396 METERS 33736     |
 CD1089| CD1090 CERRO ALTO                            7.000 METERS 33850     |
 CD1089|---------------------------------------------------------------------|
 CD1089
 CD1089                          SUPERSEDED SURVEY CONTROL
 CD1089
 CD1089  NAD 83(1993)-  31 56 43.20886(N)    105 58 14.86497(W) AD(       ) 1
 CD1089  NAD 83(1986)-  31 56 43.21104(N)    105 58 14.86280(W) AD(       ) 1
 CD1089  NAD 27      -  31 56 42.82700(N)    105 58 12.95400(W) AD(       ) 1
 CD1089  NGVD 29 (07/19/86) 2068.7    (m)         6787.     (f) VERT ANG       
 CD1089
 CD1089.Superseded values are not recommended for survey control.
 CD1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1089.See file dsdata.txt to determine how the superseded data were derived.
 CD1089
 CD1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR0824734788(NAD 83)
 CD1089_MARKER: Z = SEE DESCRIPTION
 CD1089_SETTING: 66 = SET IN ROCK OUTCROP
 CD1089_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CD1089
 CD1089  HISTORY     - Date     Condition        Report By
 CD1089  HISTORY     - 1909     MONUMENTED       CGS
 CD1089  HISTORY     - 1934     GOOD             CGS
 CD1089  HISTORY     - 1936     GOOD             CGS
 CD1089  HISTORY     - 1943     GOOD             CGS
 CD1089  HISTORY     - 1969     GOOD             CGS
 CD1089
 CD1089                          STATION DESCRIPTION
 CD1089
 CD1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CD1089'ON HIGHEST POINT OF CERRO ALTO, HUECO MOUNTAINS, ABOUT 40 MILES
 CD1089'A LITTLE N OF E OF EL PASO, AND JUST N OF ROAD LEADING FROM
 CD1089'CORDUNAS MOUNTAINS TO EL PASO AND PASSING NEAR FOOT OF MUD PEAK.
 CD1089'
 CD1089'TO REACH FROM EL PASO, FOLLOW UNITED STATES ROUTE 62 (CARLSBAD
 CD1089'ROAD) ABOUT 35 MILES TO POW WOW CAMP ON LEFT SIDE OF ROAD JUST
 CD1089'AFTER PASSING OVER SUMMIT OF DIVIDE.  THIS CAMP CONSISTS OF TWO
 CD1089'SMALL GRAY HOUSES OWNED BY THE STATE HIGHWAY DEPARTMENT.  TURN
 CD1089'LEFT HERE AND GO 7.0 MILES N ON GRAVELED ROAD, TAKE LEFT FORK
 CD1089'0.4 MILE TO RANCH HOUSES BUILT OF NATIVE STONE, TURN RIGHT, GO
 CD1089'THROUGH CORRALS AND FOLLOW OLD ROAD ALONG FOOT OF MOUNTAIN
 CD1089'ABOUT 0.7 MILE TO END OF TRUCK TRAVEL.  FROM THIS POINT PACK UP
 CD1089'RIGHT OF TWO RIDGES TO HIGHEST POINT AND STATION SITE, ABOUT A
 CD1089'1-HOUR PACK.
 CD1089'
 CD1089'STATION MARKED BY A STANDARD DISK SET IN CONCRETE IN DEPRESSION
 CD1089'IN OUTCROPPING BEDROCK.
 CD1089'
 CD1089'OLD REFERENCE MARK, CROSS CUT IN TOP OF LARGE ROCK, IS 4.17
 CD1089'METERS (13.7 FEET) FROM STATION S 20 DEG 21 MIN E.
 CD1089'STATION CERRO ALTO (U.S.G.S.) IS 7.0 METERS (23 FEET) FROM
 CD1089'STATION N 21 DEG 10 MIN W.  IN 1934 TWO NEW REFERENCE
 CD1089'MARKS, STANDARD DISKS IN CONCRETE IN DEPRESSIONS IN OUTCROPPING
 CD1089'BEDROCK, WERE ESTABLISHED.  NO. 1 IS 9.750 METERS (31.99 FEET)
 CD1089'FROM STATION N 63 DEG 02 MIN E.  NO. 2 VERY NEAR AND
 CD1089'PROBABLY IDENTICAL WITH OLD CROSS MENTIONED ABOVE, IS 4.218
 CD1089'METERS (13.84 FEET) FROM STATION S 20 DEG 13 MIN E.
 CD1089'IN 1934 AN AZIMUTH MARK, STANDARD REFERENCE DISK SET IN A
 CD1089'CONCRETE MONUMENT WAS ESTABLISHED, 22.0 FEET E OF CENTER LINE
 CD1089'OF MAIN ROAD, AND ABOUT 2 MILES FROM STATION N 83 DEG 17 MINE.
 CD1089
 CD1089                          STATION RECOVERY (1936)
 CD1089
 CD1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1089'STATION WAS RECOVERED AS DESCRIBED BY NOTE 2 AND IS IN EXCELLENT
 CD1089'CONDITION.  IT IS ON THE HIGHEST POINT OF THE HUECO MOUNTAINS
 CD1089'AND IS ON THE HIGHEST PEAK, WHICH IS KNOWN AS CERRO ALTO PEAK.
 CD1089'IT IS ABOUT 40 MILES E OF EL PASO AND JUST N OF ROAD LEADING
 CD1089'FROM THE CORDUNAS MOUNTAINS TO EL PASO AND PASSING NEAR THE FOOT
 CD1089'OF MUD PEAK.  STATION IS 7 METERS S OF AN 8-FOOT ROCK CAIRN.
 CD1089'THE MARK IS SET FLUSH IN BEDROCK.
 CD1089'
 CD1089'REFERENCE MARK NO. 1 WAS NOT RECOVERED.
 CD1089'
 CD1089'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED AND
 CD1089'IS IN EXCELLENT CONDITION.  IT IS S OF STATION AND IS SET FLUSH
 CD1089'IN BEDROCK.  THE MARK WAS NOT OBSERVED AS IT WAS TOO NEAR THE
 CD1089'STATION TO PERMIT FOCUSING WITH INSTRUMENT NO. 372.
 CD1089'
 CD1089'THE AZIMUTH MARK IS E OF THE STATION.
 CD1089'THE MARK IS IN GOOD CONDITION.  IT PROJECTS 5 INCHES AND IS
 CD1089'22 FEET E OF CENTER LINE OF N-S GRADED ROAD.
 CD1089'
 CD1089'STATION WAS REACHED FROM EL PASO BY GOING E ON U.S. 62 FOR
 CD1089'35.0 MILES TO A GRAVELED ROAD ON THE LEFT.  THIS ROAD COMES
 CD1089'IN JUST AFTER PASSING THE SUMMIT OF THE DIVIDE, AND THERE ARE
 CD1089'TWO GREY HOUSES BELONGING TO THE STATE HIGHWAY DEPARTMENT ON
 CD1089'THE LEFT.  TURN LEFT OR N AND GO 7.0 MILES TO THE RANCH BUILDINGS
 CD1089'OF JOHN HELMS.  THIS RANCH IS 0.4 MILE OFF THE MAIN ROAD TO THE
 CD1089'W.  TURN RIGHT THROUGH CORRALS AND FOLLOW OLD ROAD ALONG THE
 CD1089'FOOT OF MOUNTAIN FOR 0.7 MILE TO THE END OF TRUCK TRAVEL.  PACK
 CD1089'W ALONG THE RIGHT HAND SIDE OF THE SECOND RIDGE TO THE TOP
 CD1089'OF MOUNTAIN AND STATION.  THE PACK REQUIRES AN HOURS TIME.
 CD1089
 CD1089                          STATION RECOVERY (1943)
 CD1089
 CD1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD1089'ALL DISK MARKS FOUND IN GOOD CONDITION.  OLD CHISELED-CROSS
 CD1089'REFERENCE MARK NOT FOUND.
 CD1089'
 CD1089'STATION IS LOCATED ON THE HIGHEST POINT OF CERRO ALTO MOUNTAIN,
 CD1089'ABOUT 33 MILES, AIRLINE, ENE OF EL PASO, TEXAS AND ABOUT 5 MILES
 CD1089'S OF THE TEXAS-NEW MEXICO STATE LINE.
 CD1089'
 CD1089'STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL HOLE
 CD1089'IN OUTCROPPING BEDROCK.  IT IS STAMPED CERRO ALTO 1909 1934.
 CD1089'
 CD1089'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CD1089'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 8 INCHES ABOVE
 CD1089'GROUND.  IT IS STAMPED CERRO ALTO 1909 1934 NO 1.
 CD1089'
 CD1089'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CD1089'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 FOOT ABOVE
 CD1089'GROUND.  IT IS STAMPED CERRO ALTO NO 2 1909 1934.
 CD1089'
 CD1089'AZIMUTH MARK IS LOCATED 2 MILES, AIRLINE, E OF THE STATION,
 CD1089'ABOUT 0.5 MILE N OF THE JUNCTION OF MAIN ROAD AND ROAD LEADING
 CD1089'TO RANCH HOUSE AND ABOUT 15 FEET E OF ROAD.  IT IS A BRONZE
 CD1089'REFERENCE DISK SET IN THE TOP OF A CONCRETE POST.  STAMPED
 CD1089'AZIMUTH CERRO ALTO 1934.
 CD1089'
 CD1089'THE U.S.G.S. MARK IS A STATION DISK WEDGED IN A DRILL HOLE IN
 CD1089'THE W ONE OF THE TWO LARGE BOULDERS MENTIONED BELOW.  IT IS
 CD1089'STAMPED VA 6762.
 CD1089'
 CD1089'TO REACH FROM HUECO, WHICH IS A SERVICE STATION AND CAFE ABOUT
 CD1089'30 MILES E OF EL PASO ON U.S. HIGHWAY 62, GO E ON U.S. HIGHWAY
 CD1089'62 FOR 0.1 MILE TO GRAVELED ROAD LEFT.  TURN LEFT ON GRAVELED
 CD1089'ROAD FOR 7.1 MILES TO RANCH ROAD LEFT.  (FROM THIS POINT THE
 CD1089'AZIMUTH MARK IS 0.5 MILE UP MAIN TRAVELED ROAD, ABOUT 15 FEET E
 CD1089'OF ROAD.) TURN LEFT ON RANCH ROAD 0.4 MILE TO RANCH HOUSE.
 CD1089'FOLLOW TRACK ROAD N AND W THROUGH CORRALS.  CONTINUE ON TRACK
 CD1089'ROAD N AND W AROUND BASE OF MOUNTAIN 1.1 MILES TO THE THIRD
 CD1089'RIDGE ON N SIDE OF MOUNTAIN.  FROM THIS POINT PACK UP RIDGE
 CD1089'TO THE HIGHEST POINT OF MOUNTAIN AND STATION.  THE STATION
 CD1089'MARK IS ABOUT 25 FEET SE OF TWO LARGE BOULDERS.
 CD1089'
 CD1089'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CD1089
 CD1089                          STATION RECOVERY (1969)
 CD1089
 CD1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 CD1089'THE STATION MARK, REFERENCE MARKS 1, 2 AND U.S.G.S. MARK VA
 CD1089'6762 WERE RECOVERED IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS
 CD1089'ESTABLISHED IN 1968 BUT NO OBSERVATIONS WERE MADE TO IT UNTIL
 CD1089'THIS TIME.  THE OLD AZIMUTH WAS NOT RECOVERED AND PRESUMED
 CD1089'DESTROYED.
 CD1089'
 CD1089'THE FOLLOWING DIFFERENCES WERE FOUND.  THE DISTANCE TO REFERENCE
 CD1089'MARK 2 DID NOT CHECK BUT THE DIRECTION DID.  THE DISTANCE AND
 CD1089'DIRECTION TO THE U.S.G.S. MARK DID NOT CHECK.  THE DISTANCE AND
 CD1089'DIRECTION TO REFERENCE MARK 1 CHECKED.
 CD1089'
 CD1089'THE DESCRIPTION OF THE STATION AND THE MARKS ON TOP OF THE
 CD1089'MOUNTAIN IS ADEQUATE AS DESCRIBED BY E.H.B. IN 1943.  A NEW
 CD1089'ROUTE TO THE STATION AND DESCRIPTION OF THE AZIMUTH FOLLOWS.
 CD1089'
 CD1089'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62
 CD1089'AND 180 AND TEXAS FARM ROAD 659 (ABOUT 14 MILES EAST OF EL
 CD1089'PASO), GO EAST ON HIGHWAY 62 AND 180 FOR 15.15 MILES TO THE
 CD1089'HUECO CAFE AT THE SUMMIT OF A HILL.  CONTINUE EAST ON THE HIGHWAY
 CD1089'FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON
 CD1089'A GRAVELED ROAD FOR 7.35 MILES TO A DRIVEWAY LEADING TO THE
 CD1089'HUECO RANCH.  ***TURN LEFT AND GO WEST FOR 0.7 MILE TO A FORK.
 CD1089'BEAR RIGHT AND GO 0.1 MILE AROUND THE NORTH SIDE OF THE RANCH
 CD1089'HOUSE TO A WIRE GATE.  PASS THROUGH THE GATE AND GO NORTHERLY ON
 CD1089'A TRACK ROAD FOR 0.2 MILE TO A DIM FORK.  BEAR LEFT AND GO
 CD1089'NORTHWESTERLY ON A DIM TRACK ROAD FOR 0.4 MILE.  FROM THIS
 CD1089'POINT GO WESTERLY ACROSS PASTURE LAND FOR 0.1 MILE TO THE
 CD1089'BASE OF THE MOUNTAIN AND END OF TRUCK TRAVEL.  PACK TO THE
 CD1089'HIGHEST POINT OF THE MOUNTAIN AND STATION.  TIME REQUIRED FOR
 CD1089'PACKING IS 1-1/2 TO 2 HOURS.
 CD1089'
 CD1089'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CERRO ALTO 1909
 CD1089'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CD1089'THAT PROJECTS 1 INCH.  IT IS 39 FEET EAST OF THE CENTER OF A
 CD1089'GRAVELED ROAD AND 2 FEET WEST OF A WIRE FENCE WITH WITNESS SIGN
 CD1089'ATTACHED.  NOTE 16 B
 CD1089'
 CD1089'***TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON THE
 CD1089'GRAVELED ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1090 ***********************************************************************
 CD1090  DESIGNATION -  CERRO ALTO
 CD1090  PID         -  CD1090
 CD1090  STATE/COUNTY-  TX/HUDSPETH
 CD1090  USGS QUAD   -  CERRO ALTO MOUNTAIN (1979)
 CD1090
 CD1090                         *CURRENT SURVEY CONTROL
 CD1090  ___________________________________________________________________
 CD1090* NAD 83(1993)-  31 56 43.41976(N)    105 58 14.96093(W)     ADJUSTED  
 CD1090* NAVD 88     -      2070.     (meters)    6791.     (feet)  SCALED    
 CD1090  ___________________________________________________________________
 CD1090  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 CD1090  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CD1090
 CD1090  HORZ ORDER  -  SECOND
 CD1090
 CD1090.The horizontal coordinates were established by classical geodetic methods
 CD1090.and adjusted by the National Geodetic Survey in February 1996..
 CD1090
 CD1090.The orthometric height was scaled from a topographic map.
 CD1090
 CD1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1090
 CD1090.The geoid height was determined by GEOID03.
 CD1090
 CD1090;                    North         East     Units Scale Factor Converg.
 CD1090;SPC TX C     - 3,266,125.557   167,199.400   MT  1.00001726   -2 54 13.1
 CD1090;SPC TX C     -10,715,613.60    548,553.36   sFT  1.00001726   -2 54 13.1
 CD1090;SPC NM C     -   104,846.634   526,393.390   MT  0.99990859   +0 08 51.8
 CD1090;SPC NM C     -   343,984.33  1,727,008.98   sFT  0.99990859   +0 08 51.8
 CD1090;UTM  13      - 3,534,794.430   408,244.376   MT  0.99970383   -0 30 49.4
 CD1090
 CD1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1090!SPC TX C     -   0.99967871  x   1.00001726  =   0.99969596
 CD1090!SPC NM C     -   0.99967871  x   0.99990859  =   0.99958733
 CD1090!UTM  13      -   0.99967871  x   0.99970383  =   0.99938263
 CD1090
 CD1090                          SUPERSEDED SURVEY CONTROL
 CD1090
 CD1090  NAD 83(1993)-  31 56 43.42079(N)    105 58 14.96121(W) AD(       ) 2
 CD1090  NAD 83(1986)-  31 56 43.42288(N)    105 58 14.95901(W) AD(       ) 2
 CD1090  NAD 27      -  31 56 43.03900(N)    105 58 13.05000(W) AD(       ) 2
 CD1090
 CD1090.Superseded values are not recommended for survey control.
 CD1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1090.See file dsdata.txt to determine how the superseded data were derived.
 CD1090
 CD1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR0824434794(NAD 83)
 CD1090_MARKER: 72 = CAIRN
 CD1090
 CD1090  HISTORY     - Date     Condition        Report By
 CD1090  HISTORY     - 1909     FIRST OBSERVED   USGS
 CD1090
 CD1090                          STATION DESCRIPTION
 CD1090
 CD1090'DESCRIBED BY US GEOLOGICAL SURVEY 1909 (JSH)
 CD1090'A CAIRN 7.0 METERS (23 FEET FEET) N 21 DEG 10 MIN W
 CD1090'FROM STATION CERRO ALTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9919 ***********************************************************************
 AF9919  DESIGNATION -  CERRO ALTO
 AF9919  PID         -  AF9919
 AF9919  STATE/COUNTY-  TX/HUDSPETH
 AF9919  USGS QUAD   -  CERRO ALTO MOUNTAIN (1979)
 AF9919
 AF9919                         *CURRENT SURVEY CONTROL
 AF9919  ___________________________________________________________________
 AF9919* NAD 83(1993)-  31 56 43.20783(N)    105 58 14.86469(W)     ADJUSTED  
 AF9919* NAVD 88     -      2069.7    (meters)    6790.     (feet)  VERTCON   
 AF9919  ___________________________________________________________________
 AF9919  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 AF9919  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AF9919
 AF9919  HORZ ORDER  -  THIRD
 AF9919
 AF9919.The horizontal coordinates were established by classical geodetic methods
 AF9919.and adjusted by the National Geodetic Survey in July 1998..
 AF9919
 AF9919.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9919
 AF9919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9919
 AF9919.The geoid height was determined by GEOID03.
 AF9919
 AF9919;                    North         East     Units Scale Factor Converg.
 AF9919;SPC TX C     - 3,266,118.910   167,201.593   MT  1.00001724   -2 54 13.1
 AF9919;SPC TX C     -10,715,591.79    548,560.56   sFT  1.00001724   -2 54 13.1
 AF9919;UTM  13      - 3,534,787.881   408,246.844   MT  0.99970382   -0 30 49.3
 AF9919
 AF9919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9919!SPC TX C     -   0.99967871  x   1.00001724  =   0.99969594
 AF9919!UTM  13      -   0.99967871  x   0.99970382  =   0.99938262
 AF9919
 AF9919                          SUPERSEDED SURVEY CONTROL
 AF9919
 AF9919  NGVD 29 (07/29/98) 2069.0    (m)         6788.     (f) VERT ANG       
 AF9919
 AF9919.Superseded values are not recommended for survey control.
 AF9919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9919.See file dsdata.txt to determine how the superseded data were derived.
 AF9919
 AF9919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR0824734788(NAD 83)
 AF9919_MARKER: DS = TRIANGULATION STATION DISK
 AF9919
 AF9919  HISTORY     - Date     Condition        Report By
 AF9919  HISTORY     - 1909     MONUMENTED       CGS
 AF9919  HISTORY     - 1969     GOOD             NGS
 AF9919
 AF9919                          STATION DESCRIPTION
 AF9919
 AF9919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AF9919'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31105-4, STATION 1002.
 AF9919'RECOVERED IN 1940.
 AF9919'STATION MARK--BRONZE USC AND GS DISK WEDGED IN A DRILL HOLE IN
 AF9919'OUTCROPPING BEDROCK, STAMPED---CERRO ALTO 1909 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2620 ***********************************************************************
 AX2620  DESIGNATION -  CESTOHAWA CHURCH SPIRE
 AX2620  PID         -  AX2620
 AX2620  STATE/COUNTY-  TX/KARNES
 AX2620  USGS QUAD   -  KOSCIUSKO (1987)
 AX2620
 AX2620                         *CURRENT SURVEY CONTROL
 AX2620  ___________________________________________________________________
 AX2620* NAD 83(1993)-  29 00 39.35349(N)    097 56 01.94632(W)     ADJUSTED  
 AX2620* NAVD 88     -                                                        
 AX2620  ___________________________________________________________________
 AX2620  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 AX2620  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2620
 AX2620  HORZ ORDER  -  THIRD
 AX2620
 AX2620.The horizontal coordinates were established by classical geodetic methods
 AX2620.and adjusted by the National Geodetic Survey in February 1996..
 AX2620
 AX2620
 AX2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2620
 AX2620.The geoid height was determined by GEOID03.
 AX2620
 AX2620;                    North         East     Units Scale Factor Converg.
 AX2620;SPC TXSC     - 4,130,983.092   703,857.230   MT  0.99987912   +0 31 20.3
 AX2620;SPC TXSC     -13,553,067.03  2,309,238.26   sFT  0.99987912   +0 31 20.3
 AX2620;UTM  14      - 3,209,665.273   603,832.872   MT  0.99973304   +0 31 01.5
 AX2620
 AX2620                          SUPERSEDED SURVEY CONTROL
 AX2620
 AX2620  NAD 83(1986)-  29 00 39.35876(N)    097 56 01.92919(W) AD(       ) 4
 AX2620  NAD 27      -  29 00 38.47000(N)    097 56 00.92000(W) AD(       ) 3
 AX2620
 AX2620.Superseded values are not recommended for survey control.
 AX2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2620.See file dsdata.txt to determine how the superseded data were derived.
 AX2620
 AX2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0383309665(NAD 83)
 AX2620_MARKER: 90 = CHURCH SPIRE
 AX2620
 AX2620  HISTORY     - Date     Condition        Report By
 AX2620  HISTORY     - 1905     FIRST OBSERVED   CGS
 AX2620  HISTORY     - 1935     GOOD             CGS
 AX2620
 AX2620                          STATION DESCRIPTION
 AX2620
 AX2620'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AX2620'THIS CHURCH HAS BEEN REBUILT, BUT THE NEW SPIRE OCCUPIES
 AX2620'APPROXIMATELY THE SAME POINT ON THE GROUND THAT THE OLD SPIRE DID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2832 ***********************************************************************
 AB2832  PACS        -  This is a Primary Airport Control Station.
 AB2832  DESIGNATION -  CFD A
 AB2832  PID         -  AB2832
 AB2832  STATE/COUNTY-  TX/BRAZOS
 AB2832  USGS QUAD   -  BRYAN EAST (1980)
 AB2832
 AB2832                         *CURRENT SURVEY CONTROL
 AB2832  ___________________________________________________________________
 AB2832* NAD 83(1993)-  30 42 49.98121(N)    096 19 57.73297(W)     ADJUSTED  
 AB2832* NAVD 88     -       107.52   (meters)     352.8    (feet)  GPS OBS   
 AB2832  ___________________________________________________________________
 AB2832  X           -    -605,371.776 (meters)                     COMP
 AB2832  Y           -  -5,454,841.279 (meters)                     COMP
 AB2832  Z           -   3,238,704.067 (meters)                     COMP
 AB2832  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AB2832  ELLIP HEIGHT-          80.89  (meters)          (10/24/00) GPS OBS
 AB2832  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AB2832
 AB2832  HORZ ORDER  -  B
 AB2832  ELLP ORDER  -  FOURTH    CLASS II
 AB2832
 AB2832.This mark is at Coulter Fld (CFD) Airport (CFD)
 AB2832
 AB2832.The horizontal coordinates were established by GPS observations
 AB2832.and adjusted by the National Geodetic Survey in February 1996..
 AB2832
 AB2832.The orthometric height was determined by GPS observations and a
 AB2832.high-resolution geoid model.
 AB2832
 AB2832.GPS derived orthometric heights for airport stations designated as
 AB2832.PACS or SACS are published to 2 decimal places.  This maintains
 AB2832.centimeter relative accuracy between the PACS and SACS.  It does
 AB2832.not indicate centimeter accuracy relative to other marks which are
 AB2832.part of the NAVD 88 network.
 AB2832
 AB2832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2832
 AB2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2832
 AB2832.The ellipsoidal height was determined by GPS observations
 AB2832.and is referenced to NAD 83.
 AB2832
 AB2832.The geoid height was determined by GEOID03.
 AB2832
 AB2832;                    North         East     Units Scale Factor Converg.
 AB2832;SPC TX C     - 3,122,978.734 1,083,090.081   MT  0.99989426   +2 03 38.0
 AB2832;SPC TX C     -10,245,972.73  3,553,438.04   sFT  0.99989426   +2 03 38.0
 AB2832;UTM  14      - 3,400,931.914   755,437.824   MT  1.00040497   +1 21 47.0
 AB2832
 AB2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2832!SPC TX C     -   0.99998730  x   0.99989426  =   0.99988156
 AB2832!UTM  14      -   0.99998730  x   1.00040497  =   1.00039226
 AB2832
 AB2832:                Primary Azimuth Mark                     Grid Az
 AB2832:SPC TX C     -  COULTER AZ MK                            134 17 44.8
 AB2832:UTM  14      -  COULTER AZ MK                            134 59 35.8
 AB2832
 AB2832|---------------------------------------------------------------------|
 AB2832| PID    Reference Object                     Distance      Geod. Az  |
 AB2832|                                                           dddmmss.s |
 AB2832| BM1088 COULTER AZ MK                       406.773 METERS 1362122.8 |
 AB2832| BM1085 COULTER                             APPROX. 0.5 KM 3175008.4 |
 AB2832|---------------------------------------------------------------------|
 AB2832
 AB2832                          SUPERSEDED SURVEY CONTROL
 AB2832
 AB2832  ELLIP H (02/20/96)   80.94   (m)                       GP(       ) 1 1
 AB2832
 AB2832.Superseded values are not recommended for survey control.
 AB2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2832.See file dsdata.txt to determine how the superseded data were derived.
 AB2832
 AB2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV5543800932(NAD 83)
 AB2832_MARKER: I = METAL ROD
 AB2832_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2832_STAMPING: CFD A 1995
 AB2832_MARK LOGO: NGS   
 AB2832_PROJECTION: FLUSH
 AB2832_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2832+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 AB2832_ROD/PIPE-DEPTH: 4.2  meters
 AB2832_SLEEVE-DEPTH  : 0.9 meters
 AB2832
 AB2832  HISTORY     - Date     Condition        Report By
 AB2832  HISTORY     - 1995     MONUMENTED       NGS
 AB2832  HISTORY     - 20040417 GOOD             TXAM
 AB2832
 AB2832                          STATION DESCRIPTION
 AB2832
 AB2832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2832'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF BRYAN AT THE
 AB2832'BRYAN-COULTER FIELD.  NEAR THE MID POINT OF THE SOUTHWEST TAXI, SOUTH
 AB2832'OF THE GRASS RUNWAY, OWNERSHIP--CITY OF BRYAN, 6120 HIGHWAY 21 EAST,
 AB2832'BRYAN TX 77803.  AIRPORT MANAGER IS BILL MCCLEOD, PHONE, 409-779-6120.
 AB2832'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 AB2832'HIGHWAY 6, ON THE NORTHEAST SIDE OF BRYAN.  GO NORTHEAST ON U.S.
 AB2832'HIGHWAY 190 FOR 3.2 KM (2.00 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 AB2832'TURN RIGHT, SOUTHEAST, 0.1 KM (0.05 MI) TO A GRAVELED AND THEN A PAVED
 AB2832'ROAD ON THE RIGHT, SOUTH ,0.2 KM GOING BETWEEN 2 HANGERS TO A TAXI.
 AB2832'TURN RIGHT, SOUTHWEST, 0.1 KM (0.05 MI) TO A TAXI (ALSO RUNWAY) .
 AB2832'TURN LEFT, 0.6 KM (0.35 MI) SOUTHEAST ALONG THE TAXI AND THE STATION
 AB2832'ON THE LEFT.  STATION IS ON TOP OF A CUT, 130 M (426.5 FT) SOUTHEAST
 AB2832'OF THE CENTER OF THE GRASS RUNWAY. 34.1 M (111.9 FT) NORTHEAST OF THE
 AB2832'TAXI CENTERLINES, 23.5 NORTHEAST OF A TAXI-LIGHT, 6.5 M (21.3 FT)
 AB2832'SOUTHEAST OF A 3X3-FOOT AREA OF EXPOSED ROCK.  1.0 M (3.3 FT) ABOVE
 AB2832'THE LEVEL OF THE TAXI. NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH
 AB2832'A 5-INCH LOGO CAP. SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.
 AB2832'BY DEB.
 AB2832
 AB2832                          STATION RECOVERY (2004)
 AB2832
 AB2832'RECOVERY NOTE BY TEXAS A+M UNIVERSITY 2004
 AB2832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0421 ***********************************************************************
 CE0421  DESIGNATION -  CFG 35 61
 CE0421  PID         -  CE0421
 CE0421  STATE/COUNTY-  TX/EL PASO
 CE0421  USGS QUAD   -  EL PASO (1997)
 CE0421
 CE0421                         *CURRENT SURVEY CONTROL
 CE0421  ___________________________________________________________________
 CE0421* NAD 83(1986)-  31 51 06.     (N)    106 25 05.     (W)     SCALED    
 CE0421* NAVD 88     -      1181.747  (meters)    3877.11   (feet)  ADJUSTED  
 CE0421  ___________________________________________________________________
 CE0421  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CE0421  DYNAMIC HT  -        1179.955 (meters)    3871.24  (feet)  COMP
 CE0421  MODELED GRAV-     979,082.7   (mgal)                       NAVD 88
 CE0421
 CE0421  VERT ORDER  -  FIRST     CLASS I
 CE0421
 CE0421.The horizontal coordinates were scaled from a topographic map and have
 CE0421.an estimated accuracy of +/- 6 seconds.
 CE0421
 CE0421.The orthometric height was determined by differential leveling
 CE0421.and adjusted by the National Geodetic Survey in November 1996..
 CE0421
 CE0421.The geoid height was determined by GEOID03.
 CE0421
 CE0421.The dynamic height is computed by dividing the NAVD 88
 CE0421.geopotential number by the normal gravity value computed on the
 CE0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0421.degrees latitude (g = 980.6199 gals.).
 CE0421
 CE0421.The modeled gravity was interpolated from observed gravity values.
 CE0421
 CE0421;                    North         East    Units  Estimated Accuracy
 CE0421;SPC TX C     - 3,257,980.      124,400.      MT  (+/- 180 meters Scaled)
 CE0421
 CE0421                          SUPERSEDED SURVEY CONTROL
 CE0421
 CE0421  NAVD 88 (06/15/91) 1181.779  (m)         3877.22   (f) UNKNOWN     1 1
 CE0421
 CE0421.Superseded values are not recommended for survey control.
 CE0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0421.See file dsdata.txt to determine how the superseded data were derived.
 CE0421
 CE0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR658248(NAD 83)
 CE0421_MARKER: DD = SURVEY DISK
 CE0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0421_SP_SET: CONCRETE POST
 CE0421_STAMPING: PBM-CFG-35-61 ALBUQUERQUE DIST 1961
 CE0421_MARK LOGO: USE   
 CE0421_PROJECTION: PROJECTING 3 CENTIMETERS
 CE0421_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0421+STABILITY: SURFACE MOTION
 CE0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0421+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 CE0421
 CE0421  HISTORY     - Date     Condition        Report By
 CE0421  HISTORY     - 1961     MONUMENTED       USE
 CE0421  HISTORY     - 1981     GOOD             NGS
 CE0421  HISTORY     - 19921119 GOOD             NGS
 CE0421
 CE0421                          STATION DESCRIPTION
 CE0421
 CE0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0421'IN EL PASO.
 CE0421'THE MARK IS 0.6 M BELOW THE TRACKS.
 CE0421'IN EL PASO, AT THE INTERSECTION OF RAILROAD DRIVE AND MEADE COURT,
 CE0421'38.1 METERS (125.0 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH
 CE0421'BOUND LANES OF RAILROAD DRIVE, 30.5 METERS (100.0 FT) WEST OF THE
 CE0421'WEST 1 OF 2 UTILITY POLES, 17.5 METERS (57.5 FT) SOUTHEAST OF THE
 CE0421'NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 16.5 METERS (54.2 FT)
 CE0421'SOUTH OF A TELEPHONE POLE AND 8.2 METERS (27.0 FT) SOUTHEAST OF
 CE0421'THE EXTENDED CENTERLINE OF MEADE COURT.
 CE0421'THE MARK IS 0.2 METERS  W FROM  A METAL ROD
 CE0421
 CE0421                          STATION RECOVERY (1992)
 CE0421
 CE0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0421'13.2 KM (8.20 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0421'FROM THE UNION PASSENGER STATION IN EL PASO, 38.1 M (125.0 FT)
 CE0421'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF RAILROAD DRIVE,
 CE0421'35.0 M (114.8 FT) NORTHEAST OF THE EXTENDED CENTER OF MEAD COURT,
 CE0421'30.5 M (100.1 FT) WEST OF THE WEST LEG OF A DOUBLE UTILITY POLE, 16.5
 CE0421'M (54.1 FT) NORTH-NORTHWEST OF A UTILITY POLE, 1.0 M (3.3 FT) BELOW
 CE0421'THE LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.03 M (0.10 FT)
 CE0421'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5765 ***********************************************************************
 AW5765  DESIGNATION -  CG 10
 AW5765  PID         -  AW5765
 AW5765  STATE/COUNTY-  TX/GALVESTON
 AW5765  USGS QUAD   -  CAPLEN (1994)
 AW5765
 AW5765                         *CURRENT SURVEY CONTROL
 AW5765  ___________________________________________________________________
 AW5765* NAD 83(1993)-  29 28 22.82102(N)    094 35 55.94380(W)     ADJUSTED  
 AW5765* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 AW5765  ___________________________________________________________________
 AW5765  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW5765  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW5765
 AW5765  HORZ ORDER  -  THIRD
 AW5765
 AW5765.The horizontal coordinates were established by classical geodetic methods
 AW5765.and adjusted by the National Geodetic Survey in February 1996..
 AW5765
 AW5765.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5765
 AW5765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5765
 AW5765.The geoid height was determined by GEOID03.
 AW5765
 AW5765;                    North         East     Units Scale Factor Converg.
 AW5765;SPC TXSC     - 4,189,749.206 1,026,716.164   MT  0.99986614   +2 09 22.2
 AW5765;SPC TXSC     -13,745,868.85  3,368,484.61   sFT  0.99986614   +2 09 22.2
 AW5765;UTM  15      - 3,261,456.887   344,973.673   MT  0.99989655   -0 47 12.6
 AW5765
 AW5765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5765!SPC TXSC     -   1.00000391  x   0.99986614  =   0.99987005
 AW5765!UTM  15      -   1.00000391  x   0.99989655  =   0.99990046
 AW5765
 AW5765                          SUPERSEDED SURVEY CONTROL
 AW5765
 AW5765  NAD 83(1993)-  29 28 22.83400(N)    094 35 55.93177(W) AD(       ) 4
 AW5765  NAD 83(1986)-  29 28 22.83849(N)    094 35 55.92409(W) AD(       ) 4
 AW5765  NAD 27      -  29 28 21.99982(N)    094 35 55.22877(W) AD(       ) 3
 AW5765  NGVD 29 (07/19/86)    1.9    (m)            6.     (f) VERT ANG       
 AW5765
 AW5765.Superseded values are not recommended for survey control.
 AW5765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5765.See file dsdata.txt to determine how the superseded data were derived.
 AW5765
 AW5765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN4497461457(NAD 83)
 AW5765
 AW5765  HISTORY     - Date     Condition        Report By
 AW5765  HISTORY     - 1974     FIRST OBSERVED   NGS
 AW5765  HISTORY     - 19990902 MARK NOT FOUND   USPSQD
 AW5765  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW5765  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW5765  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW5765
 AW5765                          STATION DESCRIPTION
 AW5765
 AW5765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5765'STATION IS THE TOP CENTER OF AN UNPAINTED, GUYED, GRAY METAL MAST,
 AW5765'130 FEET TALL, OWNED BY TRACOR INCORPORATED.
 AW5765'
 AW5765'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF CRYSTAL BEACH, ON
 AW5765'THE NORTHWEST SIDE OF STATE HIGHWAY 87 AND ON THE BOLIVAR
 AW5765'PENINSULA.
 AW5765'
 AW5765'TO REACH THE STATION FROM THE POST OFFICE IN CRYSTAL BEACH, GO
 AW5765'NORTHEAST ON STATE HIGHWAY 87 FOR 2.6 MILES TO THE MAST ON THE
 AW5765'LEFT.
 AW5765'
 AW5765'NOTE--THIS MAST IS TEMPORARY AND WILL BE REMOVED AT A LATER DATE.
 AW5765
 AW5765                          STATION RECOVERY (1999)
 AW5765
 AW5765'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5765'MARK NOT FOUND.
 AW5765
 AW5765                          STATION RECOVERY (2001)
 AW5765
 AW5765'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW5765'MARK NOT FOUND.
 AW5765
 AW5765                          STATION RECOVERY (2002)
 AW5765
 AW5765'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW5765'MARK NOT FOUND.
 AW5765
 AW5765                          STATION RECOVERY (2004)
 AW5765
 AW5765'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1337 ***********************************************************************
 AW1337  DESIGNATION -  CG 11
 AW1337  PID         -  AW1337
 AW1337  STATE/COUNTY-  TX/GALVESTON
 AW1337  USGS QUAD   -  GALVESTON (1994)
 AW1337
 AW1337                         *CURRENT SURVEY CONTROL
 AW1337  ___________________________________________________________________
 AW1337* NAD 83(1993)-  29 21 47.90213(N)    094 45 30.41154(W)     ADJUSTED  
 AW1337* NAVD 88     -         4.39   (+/-2cm)      14.4    (feet)  VERTCON   
 AW1337  ___________________________________________________________________
 AW1337  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW1337  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW1337
 AW1337  HORZ ORDER  -  THIRD
 AW1337  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1337
 AW1337.The horizontal coordinates were established by classical geodetic methods
 AW1337.and adjusted by the National Geodetic Survey in February 1996..
 AW1337
 AW1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1337.The vertical order pertains to the NGVD 29 superseded value.
 AW1337
 AW1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1337
 AW1337.The geoid height was determined by GEOID03.
 AW1337
 AW1337;                    North         East     Units Scale Factor Converg.
 AW1337;SPC TXSC     - 4,177,027.755 1,011,692.202   MT  0.99986337   +2 04 40.8
 AW1337;SPC TXSC     -13,704,131.89  3,319,193.50   sFT  0.99986337   +2 04 40.8
 AW1337;UTM  15      - 3,249,522.491   329,315.646   MT  0.99995949   -0 51 44.8
 AW1337
 AW1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1337!SPC TXSC     -   1.00000350  x   0.99986337  =   0.99986687
 AW1337!UTM  15      -   1.00000350  x   0.99995949  =   0.99996299
 AW1337
 AW1337:                Primary Azimuth Mark                     Grid Az
 AW1337:SPC TXSC     -  TRAVIS RESET                             027 33 21.0
 AW1337:UTM  15      -  TRAVIS RESET                             030 29 46.6
 AW1337
 AW1337|---------------------------------------------------------------------|
 AW1337| PID    Reference Object                     Distance      Geod. Az  |
 AW1337|                                                           dddmmss.s |
 AW1337| AW1339 TRAVIS RESET                        408.292 METERS 0293801.8 |
 AW1337| AW5952 CG 16 1974                          APPROX. 3.6 KM 2024816.6 |
 AW1337| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX. 0.9 KM 2950332.6 |
 AW1337|---------------------------------------------------------------------|
 AW1337
 AW1337                          SUPERSEDED SURVEY CONTROL
 AW1337
 AW1337  NAD 83(1986)-  29 21 47.91747(N)    094 45 30.39229(W) AD(       ) 3
 AW1337  NAD 27      -  29 21 47.07133(N)    094 45 29.69316(W) AD(       ) 3
 AW1337  NGVD 29 (??/??/92)    4.390  (m)           14.40   (f) ADJ UNCH    1 2
 AW1337
 AW1337.Superseded values are not recommended for survey control.
 AW1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1337.See file dsdata.txt to determine how the superseded data were derived.
 AW1337
 AW1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2931649522(NAD 83)
 AW1337_MARKER: DS = TRIANGULATION STATION DISK
 AW1337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1337_SP_SET: SEAWALL
 AW1337_STAMPING: C G 11 1974
 AW1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1337+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1337
 AW1337  HISTORY     - Date     Condition        Report By
 AW1337  HISTORY     - 1974     MONUMENTED       NGS
 AW1337  HISTORY     - 1978     GOOD             NGS
 AW1337  HISTORY     - 1990     GOOD             USPSQD
 AW1337  HISTORY     - 19990828 GOOD             USPSQD
 AW1337  HISTORY     - 20000510 GOOD             USPSQD
 AW1337  HISTORY     - 20010509 GOOD             USPSQD
 AW1337  HISTORY     - 20041023 GOOD             USPSQD
 AW1337
 AW1337                          STATION DESCRIPTION
 AW1337
 AW1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AW1337'THE STATION IS LOCATED ABOUT 1.2 MILES EAST OF THE BOLIVAR POINT
 AW1337'FERRY LANDING, 1 MILE SOUTHEAST OF PORT BOLIVAR AND ON THE GROUNDS
 AW1337'OF THE OLD FORT TRAVIS.  THE PROPERTY IS OWNED BY AN UN-NAMED ESTATE
 AW1337'BUT IT IS CARED FOR BY A MRS. CHESTER MCDANIEL WHO IS AT MCDANIELS
 AW1337'GROCERY 1/2 MILE NORTHEAST OF THE OLD FORT.
 AW1337'
 AW1337'TO REACH FROM THE FERRY LANDING AT BOLIVAR POINT, GO EAST-NORTHEAST
 AW1337'ON STATE HIGHWAY 87 FOR 1.3 MILES TO THE FIRST ROAD RIGHT.  TURN
 AW1337'RIGHT AND GO SOUTHERLY ON A PAVED, WINDING ROAD FOR 0.2 MILE TO A
 AW1337'FORK.  KEEP LEFT PASSING THROUGH A GATE FOR 0.05 MILE TO A SHELL
 AW1337'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHERLY FOR 0.15 MILE TO A
 AW1337'SEAWALL AND THE STATION ON THE LEFT.
 AW1337'
 AW1337'THE STATION MARK, STAMPED CG 11 1974, IS A STANDARD DISK SET IN A
 AW1337'DRILL HOLE IN THE CONCRETE SEAWALL.  IT IS 100 FEET WEST OF THE EAST
 AW1337'END OF THE SEAWALL, 3 FEET SOUTH OF THE NORTH EDGE OF THE SEAWALL
 AW1337'AND 1.8 FEET NORTH OF THE SOUTH EDGE OF THE SEAWALL.
 AW1337'
 AW1337'NOTE--THERE WERE NO REFERENCE MARKS SET FOR THIS STATION.
 AW1337'
 AW1337'NEAREST TOWN--PORT BOLIVAR.
 AW1337
 AW1337                          STATION RECOVERY (1978)
 AW1337
 AW1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1337'1.4 MI SE FROM PORT BOLIVAR.
 AW1337'ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE
 AW1337'FERRY SLIP AT THE SOUTHWEST END OF BOLIVAR PENINSULA, AT THE
 AW1337'OLD FORT TRAVIS MILITARY RESERVATION ABOUT THE SOUTH CENTER
 AW1337'OF THE SOUTH SEAWALL AND IN TOP, 27 FEET SOUTH OF THE SOUTHEAST
 AW1337'CORNER OF BUILDING, 62 FEET SOUTH OF THE CENTERLINE OF BRICK ROAD
 AW1337'INSIDE FORT, AND 150 FEET WEST OF THE WEST WALL OF GUN MOUNT WITH
 AW1337'WIRE FENCE AROUND THE NORTH END.
 AW1337
 AW1337                          STATION RECOVERY (1990)
 AW1337
 AW1337'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1337'RECOVERED IN GOOD CONDITION.
 AW1337
 AW1337                          STATION RECOVERY (1999)
 AW1337
 AW1337'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1337'RECOVERED IN GOOD CONDITION.
 AW1337
 AW1337                          STATION RECOVERY (2000)
 AW1337
 AW1337'RECOVERY NOTE BY US POWER SQUADRON 2000 (DM)
 AW1337'RECOVERED IN GOOD CONDITION.
 AW1337
 AW1337                          STATION RECOVERY (2001)
 AW1337
 AW1337'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1337'RECOVERED IN GOOD CONDITION.
 AW1337
 AW1337                          STATION RECOVERY (2004)
 AW1337
 AW1337'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5966 ***********************************************************************
 AW5966  DESIGNATION -  CG 12 1974
 AW5966  PID         -  AW5966
 AW5966  STATE/COUNTY-  TX/GALVESTON
 AW5966  USGS QUAD   -  GALVESTON (1994)
 AW5966
 AW5966                         *CURRENT SURVEY CONTROL
 AW5966  ___________________________________________________________________
 AW5966* NAD 83(1993)-  29 18 45.61248(N)    094 48 48.75688(W)     ADJUSTED  
 AW5966* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 AW5966  ___________________________________________________________________
 AW5966  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AW5966  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW5966
 AW5966  HORZ ORDER  -  SECOND
 AW5966
 AW5966.The horizontal coordinates were established by classical geodetic methods
 AW5966.and adjusted by the National Geodetic Survey in February 1996..
 AW5966
 AW5966.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5966
 AW5966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5966
 AW5966.The geoid height was determined by GEOID03.
 AW5966
 AW5966;                    North         East     Units Scale Factor Converg.
 AW5966;SPC TXSC     - 4,171,226.863 1,006,547.639   MT  0.99986332   +2 03 03.6
 AW5966;SPC TXSC     -13,685,100.13  3,302,315.05   sFT  0.99986332   +2 03 03.6
 AW5966;UTM  15      - 3,243,992.482   323,879.761   MT  0.99998276   -0 53 17.1
 AW5966
 AW5966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5966!SPC TXSC     -   1.00000374  x   0.99986332  =   0.99986706
 AW5966!UTM  15      -   1.00000374  x   0.99998276  =   0.99998650
 AW5966
 AW5966:                Primary Azimuth Mark                     Grid Az
 AW5966:SPC TXSC     -  BSA                                      034 48 14.3
 AW5966:UTM  15      -  BSA                                      037 44 35.0
 AW5966
 AW5966|---------------------------------------------------------------------|
 AW5966| PID    Reference Object                     Distance      Geod. Az  |
 AW5966|                                                           dddmmss.s |
 AW5966| AW0445 BSA                                 APPROX. 1.1 KM 0365117.9 |
 AW5966| AW5958 GALVESTON SHELL OIL CO MAST         APPROX. 2.8 KM 0641033.0 |
 AW5966| AW5893 GALVESTON MUNICIPAL TANK            APPROX. 3.9 KM 0875522.0 |
 AW5966| AW5960 GALVESTON AM NATL INS BLDG LT       APPROX. 2.4 KM 1053244.5 |
 AW5966| AW5965 CG 25 1974                          466.474 METERS 1720720.5 |
 AW5966| AW5968 CG 26 1974                          APPROX. 0.5 KM 2092731.3 |
 AW5966|---------------------------------------------------------------------|
 AW5966
 AW5966                          SUPERSEDED SURVEY CONTROL
 AW5966
 AW5966  NAD 83(1986)-  29 18 45.62768(N)    094 48 48.73748(W) AD(       ) 2
 AW5966  NAD 27      -  29 18 44.77580(N)    094 48 48.03362(W) AD(       ) 2
 AW5966  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 AW5966
 AW5966.Superseded values are not recommended for survey control.
 AW5966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5966.See file dsdata.txt to determine how the superseded data were derived.
 AW5966
 AW5966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2388043992(NAD 83)
 AW5966_MARKER: DS = TRIANGULATION STATION DISK
 AW5966_SETTING: 0 = UNSPECIFIED SETTING
 AW5966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5966
 AW5966  HISTORY     - Date     Condition        Report By
 AW5966  HISTORY     - 1974     MONUMENTED       NGS
 AW5966  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW5966  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 AW5966  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW5966
 AW5966                          STATION DESCRIPTION
 AW5966
 AW5966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5966'STATION IS LOCATED 1/2 MILE NORTH OF GALVESTON, ON THE SOUTH END OF
 AW5966'PELICAN ISLAND AND AT THE TODD SHIPYARDS SOUTHWEST PLANT.
 AW5966'PERMISSION WAS GRANTED THROUGH MR. JOE KREMENIC WHOSE OFFICE IS JUST
 AW5966'WEST OF THE LARGE METAL BUILDING.
 AW5966'
 AW5966'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 75 (BROADWAY)
 AW5966'AND SEAWOLF PARKWAY (52ST ST) IN GALVESTON, GO NORTH AND NORTHEAST
 AW5966'ON SEAWOLF PARKWAY FOR 2.15 MILES TO A SIDE ROAD RIGHT AT A SIGN
 AW5966'TODD SHIPYARDS SOUTHWEST PLANT.  TURN RIGHT AND GO SOUTHERLY ON A
 AW5966'PAVED ROAD FOR 0.25 MILE TO THE NORTH END OF A LARGE METAL
 AW5966'BUILDING.  TURN LEFT AND GO EASTERLY ALONG THE NORTH SIDE OF
 AW5966'THE BUILDING FOR 0.1 MILE TO THE EAST SIDE OF THE BUILDING.
 AW5966'TURN RIGHT AND GO SOUTHERLY ALONG THE EAST SIDE OF THE BUILDING
 AW5966'FOR 0.15 MILE TO THE SOUTHEAST CORNER OF THE BUILDING AND THE
 AW5966'STATION AS DESCRIBED.
 AW5966'
 AW5966'STATION MARK, STAMPED CG 12 1974 IS A STANDARD DISK CEMENTED IN A
 AW5966'DRILL HOLE IN A CONCRETE FOUNDATION THAT PROJECTS 3 FEET.  IT IS
 AW5966'51.5 FEET NORTH OF THE NORTH EDGE OF THE GALVESTON CHANNEL, 7 FEET
 AW5966'EAST OF THE CENTER OF A CATWALK AND 2 FEET SOUTH OF THE SOUTHEAST
 AW5966'CORNER OF THE LARGE METAL BUILDING.
 AW5966'
 AW5966'NOTE--NO REFERENCE MARKS WERE SET AT THIS STATION.
 AW5966'
 AW5966'NEAREST TOWN--GALVESTON.
 AW5966'
 AW5966'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
 AW5966
 AW5966                          STATION RECOVERY (1999)
 AW5966
 AW5966'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5966'MARK NOT FOUND.
 AW5966
 AW5966                          STATION RECOVERY (2003)
 AW5966
 AW5966'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5966'MARK NOT FOUND.
 AW5966
 AW5966                          STATION RECOVERY (2004)
 AW5966
 AW5966'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5967 ***********************************************************************
 AW5967  DESIGNATION -  CG 12A
 AW5967  PID         -  AW5967
 AW5967  STATE/COUNTY-  TX/GALVESTON
 AW5967  USGS QUAD   -  GALVESTON (1994)
 AW5967
 AW5967                         *CURRENT SURVEY CONTROL
 AW5967  ___________________________________________________________________
 AW5967* NAD 83(1993)-  29 18 45.12161(N)    094 48 48.81552(W)     ADJUSTED  
 AW5967* NAVD 88     -                                                        
 AW5967  ___________________________________________________________________
 AW5967  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AW5967  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW5967
 AW5967  HORZ ORDER  -  THIRD
 AW5967
 AW5967.The horizontal coordinates were established by classical geodetic methods
 AW5967.and adjusted by the National Geodetic Survey in February 1996..
 AW5967
 AW5967
 AW5967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5967
 AW5967.The geoid height was determined by GEOID03.
 AW5967
 AW5967;                    North         East     Units Scale Factor Converg.
 AW5967;SPC TXSC     - 4,171,211.704 1,006,546.599   MT  0.99986332   +2 03 03.6
 AW5967;SPC TXSC     -13,685,050.40  3,302,311.63   sFT  0.99986332   +2 03 03.6
 AW5967;UTM  15      - 3,243,977.395   323,877.945   MT  0.99998277   -0 53 17.2
 AW5967
 AW5967                          SUPERSEDED SURVEY CONTROL
 AW5967
 AW5967  NAD 83(1986)-  29 18 45.13680(N)    094 48 48.79612(W) AD(       ) 4
 AW5967  NAD 27      -  29 18 44.28498(N)    094 48 48.09248(W) AD(       ) 3
 AW5967
 AW5967.Superseded values are not recommended for survey control.
 AW5967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5967.See file dsdata.txt to determine how the superseded data were derived.
 AW5967
 AW5967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2387843977(NAD 83)
 AW5967
 AW5967  HISTORY     - Date     Condition        Report By
 AW5967  HISTORY     - 1974     FIRST OBSERVED   NGS
 AW5967  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW5967  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 AW5967  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW5967
 AW5967                          STATION DESCRIPTION
 AW5967
 AW5967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5967'STATION IS THE TOP CENTER OF A GRAY METAL POLE, 5 FEET TALL, WITH 4
 AW5967'WHITE RECTANGULAR FINS ON THE SIDES, OWNED BY RCA INCORPORATED.
 AW5967'
 AW5967'STATION IS LOCATED 1/2 MILE NORTH OF GALVESTON, ON THE SOUTH END OF
 AW5967'PELICAN ISLAND AND AT THE TODD SHIPYARDS SOUTHWEST PLANT.
 AW5967'
 AW5967'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 (BROADWAY) AND
 AW5967'SEAWOLF PARKWAY (51ST ST) IN GALVESTON, GO NORTH AND NORTHEAST ON
 AW5967'SEAWOLF PARKWAY FOR 2.15 MILES TO A SIDE ROAD RIGHT AT A SIGN TODD
 AW5967'SHIPYARDS SOUTHWEST PLANT.  TURN RIGHT AND GO SOUTHERLY ON A PAVED
 AW5967'ROAD FOR 0.25 MILE TO THE NORTH END OF A LARGE METAL BUILDING.
 AW5967'TURN LEFT AND GO EASTERLY ALONG THE NORTH SIDE OF THE BUILDING FOR
 AW5967'0.1 MILE TO THE EAST SIDE OF THE BUILDING.  TURN RIGHT AND GO
 AW5967'SOUTHERLY ALONG THE EAST SIDE OF THE BUILDING FOR 0.15 MILE TO THE
 AW5967'SOUTHEAST CORNER OF THE BUILDING AND THE STATION ATOP THE WEST ONE
 AW5967'OF TWO CRANE TRACKS.
 AW5967'
 AW5967'NOTE--THIS ANTENNA IS TEMPORARY AND WILL BE REMOVED AT A LATER DATE.
 AW5967
 AW5967                          STATION RECOVERY (1999)
 AW5967
 AW5967'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5967'MARK NOT FOUND.
 AW5967
 AW5967                          STATION RECOVERY (2003)
 AW5967
 AW5967'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5967'MARK NOT FOUND.
 AW5967
 AW5967                          STATION RECOVERY (2004)
 AW5967
 AW5967'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5962 ***********************************************************************
 AW5962  DESIGNATION -  CG 13
 AW5962  PID         -  AW5962
 AW5962  STATE/COUNTY-  TX/GALVESTON
 AW5962  USGS QUAD   -  GALVESTON (1994)
 AW5962
 AW5962                         *CURRENT SURVEY CONTROL
 AW5962  ___________________________________________________________________
 AW5962* NAD 83(1993)-  29 18 58.76947(N)    094 47 46.04107(W)     ADJUSTED  
 AW5962* NAVD 88     -                                                        
 AW5962  ___________________________________________________________________
 AW5962  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW5962  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW5962
 AW5962  HORZ ORDER  -  THIRD
 AW5962
 AW5962.The horizontal coordinates were established by classical geodetic methods
 AW5962.and adjusted by the National Geodetic Survey in February 1996..
 AW5962
 AW5962
 AW5962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5962
 AW5962.The geoid height was determined by GEOID03.
 AW5962
 AW5962;                    North         East     Units Scale Factor Converg.
 AW5962;SPC TXSC     - 4,171,692.324 1,008,224.118   MT  0.99986330   +2 03 34.3
 AW5962;SPC TXSC     -13,686,627.23  3,307,815.29   sFT  0.99986330   +2 03 34.3
 AW5962;UTM  15      - 3,244,371.413   325,578.098   MT  0.99997541   -0 52 46.8
 AW5962
 AW5962                          SUPERSEDED SURVEY CONTROL
 AW5962
 AW5962  NAD 83(1986)-  29 18 58.78467(N)    094 47 46.02166(W) AD(       ) 4
 AW5962  NAD 27      -  29 18 57.93329(N)    094 47 45.31907(W) AD(       ) 3
 AW5962
 AW5962.Superseded values are not recommended for survey control.
 AW5962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5962.See file dsdata.txt to determine how the superseded data were derived.
 AW5962
 AW5962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2557844371(NAD 83)
 AW5962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5962+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AW5962
 AW5962  HISTORY     - Date     Condition        Report By
 AW5962  HISTORY     - 1974     FIRST OBSERVED   NGS
 AW5962  HISTORY     - 19990410 GOOD             USPSQD
 AW5962  HISTORY     - 20031211 GOOD             USPSQD
 AW5962  HISTORY     - 20040130 GOOD             USPSQD
 AW5962
 AW5962                          STATION DESCRIPTION
 AW5962
 AW5962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5962'STATION IS THE TOP CENTER OF A GRAY METAL POLE, 5 FEET TALL, WITH 4
 AW5962'WHITE RECTANGULAR FINS ON THE SIDES, OWNED BY RCA INCORPORATED.
 AW5962'
 AW5962'STATION IS LOCATED 1 MILE NORTHWEST OF DOWNTOWN GALVESTON, AT THE
 AW5962'SOUTH EDGE OF PELICAN ISLAND, AT THE WEST END AND ATOP THE U. S.
 AW5962'DEPARTMENT OF COMMERCE NATIONAL MARITIME RESEARCH CENTER BUILDING.
 AW5962'
 AW5962'NOTE--THIS ANTENNA IS TEMPORARY AND WILL BE REMOVED AT A LATER
 AW5962'DATE.
 AW5962
 AW5962                          STATION RECOVERY (1999)
 AW5962
 AW5962'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5962'RECOVERED IN GOOD CONDITION.
 AW5962
 AW5962                          STATION RECOVERY (2003)
 AW5962
 AW5962'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5962'RECOVERED IN GOOD CONDITION.
 AW5962
 AW5962                          STATION RECOVERY (2004)
 AW5962
 AW5962'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5955 ***********************************************************************
 AW5955  DESIGNATION -  CG 14
 AW5955  PID         -  AW5955
 AW5955  STATE/COUNTY-  TX/GALVESTON
 AW5955  USGS QUAD   -  GALVESTON (1994)
 AW5955
 AW5955                         *CURRENT SURVEY CONTROL
 AW5955  ___________________________________________________________________
 AW5955* NAD 83(1993)-  29 20 07.79378(N)    094 46 43.55332(W)     ADJUSTED  
 AW5955* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 AW5955  ___________________________________________________________________
 AW5955  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW5955  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW5955
 AW5955  HORZ ORDER  -  SECOND
 AW5955
 AW5955.The horizontal coordinates were established by classical geodetic methods
 AW5955.and adjusted by the National Geodetic Survey in February 1996..
 AW5955
 AW5955.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5955
 AW5955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5955
 AW5955.The geoid height was determined by GEOID03.
 AW5955
 AW5955;                    North         East     Units Scale Factor Converg.
 AW5955;SPC TXSC     - 4,173,876.566 1,009,832.255   MT  0.99986324   +2 04 04.9
 AW5955;SPC TXSC     -13,693,793.37  3,313,091.32   sFT  0.99986324   +2 04 04.9
 AW5955;UTM  15      - 3,246,470.543   327,296.315   MT  0.99996805   -0 52 18.0
 AW5955
 AW5955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5955!SPC TXSC     -   1.00000395  x   0.99986324  =   0.99986719
 AW5955!UTM  15      -   1.00000395  x   0.99996805  =   0.99997200
 AW5955
 AW5955:                Primary Azimuth Mark                     Grid Az
 AW5955:SPC TXSC     -  BOLIVAR POINT LIGHTHOUSE USE             016 14 49.5
 AW5955:UTM  15      -  BOLIVAR POINT LIGHTHOUSE USE             019 11 12.4
 AW5955
 AW5955|---------------------------------------------------------------------|
 AW5955| PID    Reference Object                     Distance      Geod. Az  |
 AW5955|                                                           dddmmss.s |
 AW5955| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX. 3.7 KM 0181854.4 |
 AW5955| AW1339 TRAVIS RESET                        APPROX. 4.1 KM 0321905.6 |
 AW5955| CV8810 CG 14 RM 1                           13.566 METERS 08606     |
 AW5955| AW5951 GALVESTON CG BASE WEATHER VANE      APPROX. 0.8 KM 1113800.5 |
 AW5955| AW5893 GALVESTON MUNICIPAL TANK            APPROX. 2.4 KM 1674150.3 |
 AW5955| AW5960 GALVESTON AM NATL INS BLDG LT       APPROX. 3.3 KM 1990509.2 |
 AW5955| AW0452 CG 14 RM 2                           16.415 METERS 19917     |
 AW5955| AW5958 GALVESTON SHELL OIL CO MAST         APPROX. 1.5 KM 2124713.5 |
 AW5955| AW5962 CG 13                               APPROX. 2.7 KM 2182548.7 |
 AW5955|---------------------------------------------------------------------|
 AW5955
 AW5955                          SUPERSEDED SURVEY CONTROL
 AW5955
 AW5955  NAD 83(1986)-  29 20 07.80907(N)    094 46 43.53398(W) AD(       ) 2
 AW5955  NAD 27      -  29 20 06.95956(N)    094 46 42.83326(W) AD(       ) 2
 AW5955  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 AW5955
 AW5955.Superseded values are not recommended for survey control.
 AW5955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5955.See file dsdata.txt to determine how the superseded data were derived.
 AW5955
 AW5955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2729646471(NAD 83)
 AW5955_MARKER: DS = TRIANGULATION STATION DISK
 AW5955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW5955
 AW5955  HISTORY     - Date     Condition        Report By
 AW5955  HISTORY     - 1974     MONUMENTED       NGS
 AW5955  HISTORY     - 19940326 GOOD             USPSQD
 AW5955
 AW5955                          STATION DESCRIPTION
 AW5955
 AW5955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AW5955'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH-NORTHEAST OF
 AW5955'GALVESTON, ON THE EAST TIP OF PELICAN ISLAND, AND AT THE NEW SEAWOLF
 AW5955'PARK.  THE PROPERTY IS CONTROLLED BY THE CITY OF GALVESTON AND THE
 AW5955'U. S. COAST GUARD.
 AW5955'
 AW5955'TO REACH FROM THE INTERSECTION OF 51ST STREET AND BROADWAY AVENUE IN
 AW5955'GALVESTON, GO NORTHERLY THEN EASTERLY ON 51ST STREET (BECOMES
 AW5955'SEAWOLF PARKWAY) FOR 4.8 MILES TO THE END OF THE ROAD AND THE
 AW5955'ENTRANCE TO SEAWOLF PARK.  CONTINUE INTO THE PARK TO THE PARKING
 AW5955'LOT ON THE LEFT ABOUT 0.1 MILE SOUTHEAST OF THE ENTRANCE.  THE
 AW5955'STATION IS LOCATED ON THE NORTH SIDE OF THE PARKING LOT ON THE
 AW5955'NORTHWEST SIDE OF A SEWAGE TREAMENT BUILDING AS DESCRIBED.
 AW5955'
 AW5955'STATION MARKS ARE STANDARD DISKS STAMPED CG 14 1974.  THE UNDERGROUND
 AW5955'DISK IS 42 INCHES BELOW THE GROUND.  THE SURFACE MARK IS SET IN THE
 AW5955'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS
 AW5955'54 FEET NORTH OF A METAL LIGHT POLE, 5.9 FEET SOUTHWEST OF A CONCRETE
 AW5955'BLOCK WALL THAT SURROUNDS THE SEWAGE TREATMENT BUILDING AND 3.2
 AW5955'FEET WEST OF THE WEST EDGE OF A PAVED PARKING LOT.
 AW5955'
 AW5955'REFERENCE MARK 1, STAMPED CG 14 NO 1 1974, IS A STANDARD DISK SET IN
 AW5955'A DRILL HOLE OF A CONCRETE SLAB WHICH IS PART OF THE BUILDING
 AW5955'FOUNDATION AND IS FLUSH WITH THE GROUND.  IT IS 40 FEET EAST OF THE
 AW5955'SOUTHWEST CORNER OF THE CONCRETE WALL AND 30 FEET SOUTH-SOUTHWEST
 AW5955'OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK WALL.
 AW5955'
 AW5955'REFERENCE MARK 2, STAMPED CG 14 NO 2 1974, IS A STANDARD DISK SET IN
 AW5955'A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE METAL LIGHT POLE AND
 AW5955'IS ABOUT 2 FEET ABOVE THE GROUND.  IT IS 58.5 FEET SOUTH OF THE
 AW5955'SOUTHWEST CORNER OF THE CONCRETE BLOCK WALL AND 5 FEET WEST OF THE
 AW5955'WEST EDGE OF THE PAVED PARKING LOT.
 AW5955'
 AW5955'NOTE--THERE WAS NO PLACE SUITABLE TO PLACE A LONG REFERENCE MARK OR
 AW5955'AN AZIMUTH MARK.
 AW5955'
 AW5955'NEAREST TOWN--GALVESTON.
 AW5955'
 AW5955'HEIGHT OF LIGHT ABOVE STATION MARK 5.1 METERS.
 AW5955
 AW5955                          STATION RECOVERY (1994)
 AW5955
 AW5955'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0452 ***********************************************************************
 AW0452  DESIGNATION -  CG 14 RM 2
 AW0452  PID         -  AW0452
 AW0452  STATE/COUNTY-  TX/GALVESTON
 AW0452  USGS QUAD   -  GALVESTON (1994)
 AW0452
 AW0452                         *CURRENT SURVEY CONTROL
 AW0452  ___________________________________________________________________
 AW0452* NAD 83(1986)-  29 20 07.     (N)    094 46 44.     (W)     SCALED    
 AW0452* NAVD 88     -         2.275  (meters)       7.46   (feet)  ADJUSTED  
 AW0452  ___________________________________________________________________
 AW0452  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0452  DYNAMIC HT  -           2.272 (meters)       7.45  (feet)  COMP
 AW0452  MODELED GRAV-     979,265.7   (mgal)                       NAVD 88
 AW0452
 AW0452  VERT ORDER  -  FIRST     CLASS I
 AW0452
 AW0452.The horizontal coordinates were scaled from a topographic map and have
 AW0452.an estimated accuracy of +/- 6 seconds.
 AW0452
 AW0452.The orthometric height was determined by differential leveling
 AW0452.and adjusted by the National Geodetic Survey in June 1991..
 AW0452
 AW0452.The geoid height was determined by GEOID03.
 AW0452
 AW0452.The dynamic height is computed by dividing the NAVD 88
 AW0452.geopotential number by the normal gravity value computed on the
 AW0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0452.degrees latitude (g = 980.6199 gals.).
 AW0452
 AW0452.The modeled gravity was interpolated from observed gravity values.
 AW0452
 AW0452;                    North         East    Units  Estimated Accuracy
 AW0452;SPC TXSC     - 4,173,850.    1,009,820.      MT  (+/- 180 meters Scaled)
 AW0452
 AW0452                          SUPERSEDED SURVEY CONTROL
 AW0452
 AW0452  NGVD 29 (12/23/87)    2.272  (m)            7.45   (f) ADJUSTED    1 1
 AW0452
 AW0452.Superseded values are not recommended for survey control.
 AW0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0452.See file dsdata.txt to determine how the superseded data were derived.
 AW0452
 AW0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN272464(NAD 83)
 AW0452_MARKER: DB = BENCH MARK DISK
 AW0452_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0452+WITH SETTING: PAVEMENT
 AW0452_SP_SET: BASE OF LIGHT POLE
 AW0452_STAMPING: CG 14 NO 2 1974
 AW0452_MARK LOGO: NGS   
 AW0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0452+STABILITY: SURFACE MOTION
 AW0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0452+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 AW0452
 AW0452  HISTORY     - Date     Condition        Report By
 AW0452  HISTORY     - 1974     MONUMENTED       NGS
 AW0452  HISTORY     - 1978     GOOD             NGS
 AW0452  HISTORY     - 1987     GOOD             NGS
 AW0452  HISTORY     - 1988     GOOD             USPSQD
 AW0452  HISTORY     - 1989     GOOD             USPSQD
 AW0452  HISTORY     - 1990     GOOD             USPSQD
 AW0452  HISTORY     - 19940326 GOOD             USPSQD
 AW0452  HISTORY     - 20050825 GOOD             USPSQD
 AW0452
 AW0452                          STATION DESCRIPTION
 AW0452
 AW0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0452'IN GALVESTON.
 AW0452'ON PELICAN ISLAND, AT SEAWOLF PARK, AT THE WEST SIDE OF A LARGE
 AW0452'PARKING AREA, SET IN TOP OF THE WEST CORNER OF A CONCRETE STREET
 AW0452'LIGHT FOUNDATION, 88 FT. NORTH OF A 7 FT. HIGH DIRT DIKE, 82 FT.
 AW0452'WEST OF A 7 FT. HIGH DIRT DIKE, 23 FT. SOUTH OF THE CENTER OF
 AW0452'TWIN 6-INCH PIPE CULVERTS, 58 FT. SOUTH OF THE SOUTHWEST CORNER
 AW0452'OF A GARAGE AND WATER FAUCET.
 AW0452
 AW0452                          STATION RECOVERY (1987)
 AW0452
 AW0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0452'RECOVERED IN GOOD CONDITION.
 AW0452
 AW0452                          STATION RECOVERY (1988)
 AW0452
 AW0452'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0452'RECOVERED IN GOOD CONDITION.
 AW0452
 AW0452                          STATION RECOVERY (1989)
 AW0452
 AW0452'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0452'RECOVERED IN GOOD CONDITION.
 AW0452
 AW0452                          STATION RECOVERY (1990)
 AW0452
 AW0452'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0452'RECOVERED IN GOOD CONDITION.
 AW0452
 AW0452                          STATION RECOVERY (1994)
 AW0452
 AW0452'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0452'RECOVERED IN GOOD CONDITION.
 AW0452
 AW0452                          STATION RECOVERY (2005)
 AW0452
 AW0452'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0452'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5952 ***********************************************************************
 AW5952  DESIGNATION -  CG 16 1974
 AW5952  PID         -  AW5952
 AW5952  STATE/COUNTY-  TX/GALVESTON
 AW5952  USGS QUAD   -  GALVESTON (1994)
 AW5952
 AW5952                         *CURRENT SURVEY CONTROL
 AW5952  ___________________________________________________________________
 AW5952* NAD 83(1993)-  29 19 58.71182(N)    094 46 22.80352(W)     ADJUSTED  
 AW5952* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 AW5952  ___________________________________________________________________
 AW5952  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW5952  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW5952
 AW5952  HORZ ORDER  -  SECOND
 AW5952
 AW5952.The horizontal coordinates were established by classical geodetic methods
 AW5952.and adjusted by the National Geodetic Survey in February 1996..
 AW5952
 AW5952.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5952
 AW5952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5952
 AW5952.The geoid height was determined by GEOID03.
 AW5952
 AW5952;                    North         East     Units Scale Factor Converg.
 AW5952;SPC TXSC     - 4,173,617.372 1,010,401.715   MT  0.99986324   +2 04 15.1
 AW5952;SPC TXSC     -13,692,942.99  3,314,959.63   sFT  0.99986324   +2 04 15.1
 AW5952;UTM  15      - 3,246,182.456   327,851.791   MT  0.99996569   -0 52 07.6
 AW5952
 AW5952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5952!SPC TXSC     -   1.00000371  x   0.99986324  =   0.99986695
 AW5952!UTM  15      -   1.00000371  x   0.99996569  =   0.99996940
 AW5952
 AW5952:                Primary Azimuth Mark                     Grid Az
 AW5952:SPC TXSC     -  CG 17 1974                               179 17 56.5
 AW5952:UTM  15      -  CG 17 1974                               182 14 19.2
 AW5952
 AW5952|---------------------------------------------------------------------|
 AW5952| PID    Reference Object                     Distance      Geod. Az  |
 AW5952|                                                           dddmmss.s |
 AW5952| AW5953 CG 17 1974                          APPROX. 0.6 KM 1812211.6 |
 AW5952|---------------------------------------------------------------------|
 AW5952
 AW5952                          SUPERSEDED SURVEY CONTROL
 AW5952
 AW5952  NAD 83(1986)-  29 19 58.72712(N)    094 46 22.78417(W) AD(       ) 2
 AW5952  NAD 27      -  29 19 57.87724(N)    094 46 22.08403(W) AD(       ) 2
 AW5952  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 AW5952
 AW5952.Superseded values are not recommended for survey control.
 AW5952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5952.See file dsdata.txt to determine how the superseded data were derived.
 AW5952
 AW5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2785246182(NAD 83)
 AW5952_MARKER: DS = TRIANGULATION STATION DISK
 AW5952_SETTING: 0 = UNSPECIFIED SETTING
 AW5952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5952
 AW5952  HISTORY     - Date     Condition        Report By
 AW5952  HISTORY     - 1974     MONUMENTED       NGS
 AW5952  HISTORY     - 1978     GOOD             USCG
 AW5952  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 AW5952  HISTORY     - 20041215 MARK NOT FOUND   USPSQD
 AW5952
 AW5952                          STATION DESCRIPTION
 AW5952
 AW5952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5952'STATION IS LOCATED AT THE GALVESTON COAST GUARD STATION ON THE
 AW5952'NORTHEAST EDGE OF GALVESTON AND ON THE CONCRETE COAST GUARD DOCK.
 AW5952'
 AW5952'STATION MARK, STAMPED CG 16 1974 IS A STANDARD DISK CEMENTED IN A
 AW5952'DRILL HOLE IN A CONCRETE DOCK.  IT IS 32.5 FEET SOUTHEAST OF THE
 AW5952'NORTHWEST END OF THE DOCK, 22.5 FEET NORTHEAST OF THE SOUTHWEST END
 AW5952'OF THE DOCK AND 18 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 AW5952'DOCK.
 AW5952'
 AW5952'NOTE--NO REFERENCE MARKS WERE SET AT THIS STATION.
 AW5952'
 AW5952'NEAREST TOWN--GALVESTON.
 AW5952'
 AW5952'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW5952
 AW5952                          STATION RECOVERY (1978)
 AW5952
 AW5952'RECOVERY NOTE BY US COAST GUARD 1978 (RM)
 AW5952'CG 16 1975 RECOVERED GOOD.
 AW5952'
 AW5952'DISTANCE AND DIRECTION FROM NEAREST TOWN--ON GALVESTON CG BASE.
 AW5952
 AW5952                          STATION RECOVERY (1994)
 AW5952
 AW5952'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5952'MARK NOT FOUND.
 AW5952
 AW5952                          STATION RECOVERY (2004)
 AW5952
 AW5952'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5953 ***********************************************************************
 AW5953  DESIGNATION -  CG 17 1974
 AW5953  PID         -  AW5953
 AW5953  STATE/COUNTY-  TX/GALVESTON
 AW5953  USGS QUAD   -  GALVESTON (1994)
 AW5953
 AW5953                         *CURRENT SURVEY CONTROL
 AW5953  ___________________________________________________________________
 AW5953* NAD 83(1993)-  29 19 38.73400(N)    094 46 23.34870(W)     ADJUSTED  
 AW5953* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 AW5953  ___________________________________________________________________
 AW5953  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW5953  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW5953
 AW5953  HORZ ORDER  -  SECOND
 AW5953
 AW5953.The horizontal coordinates were established by classical geodetic methods
 AW5953.and adjusted by the National Geodetic Survey in February 1996..
 AW5953
 AW5953.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5953
 AW5953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5953
 AW5953.The geoid height was determined by GEOID03.
 AW5953
 AW5953;                    North         East     Units Scale Factor Converg.
 AW5953;SPC TXSC     - 4,173,002.225 1,010,409.241   MT  0.99986325   +2 04 14.8
 AW5953;SPC TXSC     -13,690,924.80  3,314,984.32   sFT  0.99986325   +2 04 14.8
 AW5953;UTM  15      - 3,245,567.669   327,827.758   MT  0.99996579   -0 52 07.3
 AW5953
 AW5953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5953!SPC TXSC     -   1.00000385  x   0.99986325  =   0.99986710
 AW5953!UTM  15      -   1.00000385  x   0.99996579  =   0.99996964
 AW5953
 AW5953:                Primary Azimuth Mark                     Grid Az
 AW5953:SPC TXSC     -  CG 16 1974                               359 17 56.5
 AW5953:UTM  15      -  CG 16 1974                               002 14 18.6
 AW5953
 AW5953|---------------------------------------------------------------------|
 AW5953| PID    Reference Object                     Distance      Geod. Az  |
 AW5953|                                                           dddmmss.s |
 AW5953| AW5952 CG 16 1974                          APPROX. 0.6 KM 0012211.3 |
 AW5953| AW5954 CG 18 1974                          APPROX. 0.7 KM 1952556.3 |
 AW5953|---------------------------------------------------------------------|
 AW5953
 AW5953                          SUPERSEDED SURVEY CONTROL
 AW5953
 AW5953  NAD 83(1986)-  29 19 38.74928(N)    094 46 23.32933(W) AD(       ) 2
 AW5953  NAD 27      -  29 19 37.89866(N)    094 46 22.62930(W) AD(       ) 2
 AW5953  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 AW5953
 AW5953.Superseded values are not recommended for survey control.
 AW5953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5953.See file dsdata.txt to determine how the superseded data were derived.
 AW5953
 AW5953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2782845568(NAD 83)
 AW5953_MARKER: DS = TRIANGULATION STATION DISK
 AW5953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW5953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5953+STABILITY: SURFACE MOTION
 AW5953
 AW5953  HISTORY     - Date     Condition        Report By
 AW5953  HISTORY     - 1974     MONUMENTED       NGS
 AW5953  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 AW5953  HISTORY     - 20041215 MARK NOT FOUND   USPSQD
 AW5953
 AW5953                          STATION DESCRIPTION
 AW5953
 AW5953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5953'STATION IS LOCATED AT THE NORTHEAST EDGE OF GALVESTON, AT THE STATE
 AW5953'HIGHWAY FERRY MAINTENANCE GARAGE, JUST NORTH OF THE FERRY LANDING ON
 AW5953'STATE HIGHWAY 87 AND ON PROPERTY OWNED BY THE STATE HIGHWAY
 AW5953'DEPARTMENT.
 AW5953'
 AW5953'STATION MARKS, STAMPED CG 17 1974 ARE STANDARD DISKS.  THE SURFACE
 AW5953'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 AW5953'WITH THE GROUND.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 AW5953'CONCRETE 42 INCHES BELOW THE GROUND.  IT IS 192 FEET NORTH OF
 AW5953'THE FERRY LANDING ON HIGHWAY 87, 56 FEET SOUTH OF THE FERRY
 AW5953'LANDING AT THE MAINTENANCE GARAGE, 29 FEET NORTHWEST OF THE CENTER OF
 AW5953'A CHAIN GATE AND 11 FEET SOUTHEAST OF THE WATERS EDGE.
 AW5953'
 AW5953'NOTE--NO REFERENCE MARKS WERE SET AT THIS STATION.
 AW5953'
 AW5953'NEAREST TOWN--GALVESTON.
 AW5953'
 AW5953'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 AW5953
 AW5953                          STATION RECOVERY (1994)
 AW5953
 AW5953'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5953'MARK NOT FOUND.
 AW5953
 AW5953                          STATION RECOVERY (2004)
 AW5953
 AW5953'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5954 ***********************************************************************
 AW5954  DESIGNATION -  CG 18 1974
 AW5954  PID         -  AW5954
 AW5954  STATE/COUNTY-  TX/GALVESTON
 AW5954  USGS QUAD   -  GALVESTON (1994)
 AW5954
 AW5954                         *CURRENT SURVEY CONTROL
 AW5954  ___________________________________________________________________
 AW5954* NAD 83(1993)-  29 19 15.32440(N)    094 46 30.72271(W)     ADJUSTED  
 AW5954* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 AW5954  ___________________________________________________________________
 AW5954  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW5954  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5954
 AW5954  HORZ ORDER  -  SECOND
 AW5954
 AW5954.The horizontal coordinates were established by classical geodetic methods
 AW5954.and adjusted by the National Geodetic Survey in February 1996..
 AW5954
 AW5954.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5954
 AW5954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5954
 AW5954.The geoid height was determined by GEOID03.
 AW5954
 AW5954;                    North         East     Units Scale Factor Converg.
 AW5954;SPC TXSC     - 4,172,274.844 1,010,236.471   MT  0.99986327   +2 04 11.2
 AW5954;SPC TXSC     -13,688,538.38  3,314,417.49   sFT  0.99986327   +2 04 11.2
 AW5954;UTM  15      - 3,244,850.031   327,617.894   MT  0.99996668   -0 52 10.3
 AW5954
 AW5954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5954!SPC TXSC     -   1.00000393  x   0.99986327  =   0.99986720
 AW5954!UTM  15      -   1.00000393  x   0.99996668  =   0.99997061
 AW5954
 AW5954:                Primary Azimuth Mark                     Grid Az
 AW5954:SPC TXSC     -  GALVESTON MUNICIPAL TANK                 165 11 52.9
 AW5954:UTM  15      -  GALVESTON MUNICIPAL TANK                 168 08 14.4
 AW5954
 AW5954|---------------------------------------------------------------------|
 AW5954| PID    Reference Object                     Distance      Geod. Az  |
 AW5954|                                                           dddmmss.s |
 AW5954| AW5893 GALVESTON MUNICIPAL TANK            APPROX. 0.8 KM 1671604.1 |
 AW5954| AW5975 TEMP PT 1                           328.338 METERS 25237     |
 AW5954| AW5962 CG 13                               APPROX. 2.1 KM 2555531.8 |
 AW5954| AW5955 CG 14                               APPROX. 1.7 KM 3475422.2 |
 AW5954|---------------------------------------------------------------------|
 AW5954
 AW5954                          SUPERSEDED SURVEY CONTROL
 AW5954
 AW5954  NAD 83(1986)-  29 19 15.33969(N)    094 46 30.70332(W) AD(       ) 2
 AW5954  NAD 27      -  29 19 14.48827(N)    094 46 30.00334(W) AD(       ) 2
 AW5954  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 AW5954
 AW5954.Superseded values are not recommended for survey control.
 AW5954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5954.See file dsdata.txt to determine how the superseded data were derived.
 AW5954
 AW5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2761844850(NAD 83)
 AW5954_MARKER: DS = TRIANGULATION STATION DISK
 AW5954_SETTING: 0 = UNSPECIFIED SETTING
 AW5954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5954
 AW5954  HISTORY     - Date     Condition        Report By
 AW5954  HISTORY     - 1974     MONUMENTED       NGS
 AW5954  HISTORY     - 19940604 GOOD             USPSQD
 AW5954  HISTORY     - 20041215 MARK NOT FOUND   USPSQD
 AW5954
 AW5954                          STATION DESCRIPTION
 AW5954
 AW5954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5954'STATION IS LOCATED ON THE NORTHEAST EDGE OF GALVESTON AT THE NORTH
 AW5954'EDGE OF THE GALVESTON YACHT CLUB PARKING LOT AND ON YACHT CLUB
 AW5954'PROPERTY.  PERMISSION WAS GRANTED THROUGH THE MANAGER OF THE YACHT
 AW5954'CLUB (MR. LEATHERBERRY) WHOSE OFFICE IS AT THE YACHT CLUB.
 AW5954'
 AW5954'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 AND
 AW5954'SEAWALL BOULEVARD, AT THE EAST EDGE OF GALVESTON, GO NORTHERLY ON
 AW5954'STATE HIGHWAY 87 (FERRY ROAD) FOR 0.35 MILE TO A SIDE ROAD LEFT.
 AW5954'TURN LEFT AND GO WEST ON STRAND AVENUE FOR 0.2 MILE TO A CROSSROAD.
 AW5954'TURN RIGHT AND GO NORTHERLY ON HOLIDAY DRIVE FOR 0.3 MILE TO A STOP
 AW5954'SIGN AT THE ENTRANCE OF THE YACHT CLUB.  CONTINUE NORTH ACROSS THE
 AW5954'PARKING LOT FOR 0.25 MILE TO THE NORTH END OF THE LOT AND THE STATION
 AW5954'AS DESCRIBED.
 AW5954'
 AW5954'STATION MARK, STAMPED CG 18 1974 IS A STANDARD DISK CEMENTED IN A
 AW5954'DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 133 FEET EAST OF THE WEST
 AW5954'END OF THE CONCRETE SIDEWALK, 19 FEET WEST OF A SMALL ANGLE IN A 5
 AW5954'FOOT HIGH CONCRETE WALL, 18 FEET NORTH OF THE SOUTH EDGE OF THE
 AW5954'SIDEWALK AND 2.5 FEET SOUTH OF THE CONCRETE WALL.
 AW5954'
 AW5954'NOTE--NO REFERENCE MARKS WERE SET AT THIS STATION.
 AW5954'
 AW5954'NEAREST TOWN--GALVESTON.
 AW5954'
 AW5954'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 AW5954
 AW5954                          STATION RECOVERY (1994)
 AW5954
 AW5954'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5954'RECOVERED IN GOOD CONDITION.
 AW5954
 AW5954                          STATION RECOVERY (2004)
 AW5954
 AW5954'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5956 ***********************************************************************
 AW5956  DESIGNATION -  CG 19 1974
 AW5956  PID         -  AW5956
 AW5956  STATE/COUNTY-  TX/GALVESTON
 AW5956  USGS QUAD   -  GALVESTON (1994)
 AW5956
 AW5956                         *CURRENT SURVEY CONTROL
 AW5956  ___________________________________________________________________
 AW5956* NAD 83(1993)-  29 19 03.03266(N)    094 46 54.32364(W)     ADJUSTED  
 AW5956* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 AW5956  ___________________________________________________________________
 AW5956  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW5956  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5956
 AW5956  HORZ ORDER  -  SECOND
 AW5956
 AW5956.The horizontal coordinates were established by classical geodetic methods
 AW5956.and adjusted by the National Geodetic Survey in February 1996..
 AW5956
 AW5956.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5956
 AW5956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5956
 AW5956.The geoid height was determined by GEOID03.
 AW5956
 AW5956;                    North         East     Units Scale Factor Converg.
 AW5956;SPC TXSC     - 4,171,873.711 1,009,613.810   MT  0.99986329   +2 03 59.7
 AW5956;SPC TXSC     -13,687,222.33  3,312,374.64   sFT  0.99986329   +2 03 59.7
 AW5956;UTM  15      - 3,244,481.315   326,975.415   MT  0.99996942   -0 52 21.5
 AW5956
 AW5956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5956!SPC TXSC     -   1.00000377  x   0.99986329  =   0.99986706
 AW5956!UTM  15      -   1.00000377  x   0.99996942  =   0.99997319
 AW5956
 AW5956:                Primary Azimuth Mark                     Grid Az
 AW5956:SPC TXSC     -  TEMP PT 1                                047 01 10.3
 AW5956:UTM  15      -  TEMP PT 1                                049 57 31.5
 AW5956
 AW5956|---------------------------------------------------------------------|
 AW5956| PID    Reference Object                     Distance      Geod. Az  |
 AW5956|                                                           dddmmss.s |
 AW5956| AW5975 TEMP PT 1                           428.052 METERS 0490510.0 |
 AW5956| AW5957 CG 20 1974                          APPROX. 0.6 KM 2253036.7 |
 AW5956| AW5958 GALVESTON SHELL OIL CO MAST         APPROX. 0.9 KM 3213946.5 |
 AW5956|---------------------------------------------------------------------|
 AW5956
 AW5956                          SUPERSEDED SURVEY CONTROL
 AW5956
 AW5956  NAD 83(1986)-  29 19 03.04792(N)    094 46 54.30426(W) AD(       ) 2
 AW5956  NAD 27      -  29 19 02.19612(N)    094 46 53.60371(W) AD(       ) 2
 AW5956  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 AW5956
 AW5956.Superseded values are not recommended for survey control.
 AW5956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5956.See file dsdata.txt to determine how the superseded data were derived.
 AW5956
 AW5956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2697544481(NAD 83)
 AW5956_MARKER: DS = TRIANGULATION STATION DISK
 AW5956_SETTING: 0 = UNSPECIFIED SETTING
 AW5956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5956+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 AW5956
 AW5956  HISTORY     - Date     Condition        Report By
 AW5956  HISTORY     - 1974     MONUMENTED       NGS
 AW5956  HISTORY     - 19990410 GOOD             USPSQD
 AW5956  HISTORY     - 20041215 GOOD             USPSQD
 AW5956
 AW5956                          STATION DESCRIPTION
 AW5956
 AW5956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5956'STATION IS LOCATED ON THE GALVESTON WHARVES, IN GALVESTON AND AT THE
 AW5956'EXTREME NORTHEAST CORNER OF PIER 10.
 AW5956'
 AW5956'STATION MARK, STAMPED CG 19 1974 IS A STANDARD DISK CEMENTED IN A
 AW5956'DRILL HOLE IN A CONCRETE DOCK.  IT IS 5 FEET SOUTH OF A CHAIN LINK
 AW5956'FENCE CORNER, 4.5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE DOCK,
 AW5956'3.5 FEET NORTHWEST OF A CHAIN LINK FENCE AND 2.5 FEET NORTHEAST OF
 AW5956'THE EAST END OF THE NORTHWEST RAIL OF A LARGE CARGO CRANE.
 AW5956'
 AW5956'NOTE--NO REFERENCE MARKS WERE SET AT THIS STATION.
 AW5956'
 AW5956'NEAREST TOWN--GALVESTON.
 AW5956'
 AW5956'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 AW5956
 AW5956                          STATION RECOVERY (1999)
 AW5956
 AW5956'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5956'RECOVERED IN GOOD CONDITION.
 AW5956
 AW5956                          STATION RECOVERY (2004)
 AW5956
 AW5956'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6045 ***********************************************************************
 AW6045  DESIGNATION -  CG 2 1974
 AW6045  PID         -  AW6045
 AW6045  STATE/COUNTY-  TX/GALVESTON
 AW6045  USGS QUAD   -  TEXAS CITY (1994)
 AW6045
 AW6045                         *CURRENT SURVEY CONTROL
 AW6045  ___________________________________________________________________
 AW6045* NAD 83(1993)-  29 22 31.28862(N)    094 53 23.26058(W)     ADJUSTED  
 AW6045* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 AW6045  ___________________________________________________________________
 AW6045  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AW6045  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW6045
 AW6045  HORZ ORDER  -  SECOND
 AW6045
 AW6045.The horizontal coordinates were established by classical geodetic methods
 AW6045.and adjusted by the National Geodetic Survey in February 1996..
 AW6045
 AW6045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6045
 AW6045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6045
 AW6045.The geoid height was determined by GEOID03.
 AW6045
 AW6045;                    North         East     Units Scale Factor Converg.
 AW6045;SPC TXSC     - 4,177,907.379   998,901.848   MT  0.99986349   +2 00 49.1
 AW6045;SPC TXSC     -13,707,017.79  3,277,230.48   sFT  0.99986349   +2 00 49.1
 AW6045;UTM  15      - 3,251,057.315   316,585.687   MT  1.00001512   -0 55 38.1
 AW6045
 AW6045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6045!SPC TXSC     -   1.00000361  x   0.99986349  =   0.99986710
 AW6045!UTM  15      -   1.00000361  x   1.00001512  =   1.00001873
 AW6045
 AW6045:                Primary Azimuth Mark                     Grid Az
 AW6045:SPC TXSC     -  CG 3                                     049 36 05.8
 AW6045:UTM  15      -  CG 3                                     052 32 33.0
 AW6045
 AW6045|---------------------------------------------------------------------|
 AW6045| PID    Reference Object                     Distance      Geod. Az  |
 AW6045|                                                           dddmmss.s |
 AW6045| AW5873 CG 3                                APPROX. 2.0 KM 0513654.9 |
 AW6045| AW6047 TEMP PT 3                           338.948 METERS 27104     |
 AW6045|---------------------------------------------------------------------|
 AW6045
 AW6045                          SUPERSEDED SURVEY CONTROL
 AW6045
 AW6045  NAD 83(1986)-  29 22 31.30369(N)    094 53 23.24137(W) AD(       ) 2
 AW6045  NAD 27      -  29 22 30.46118(N)    094 53 22.52816(W) AD(       ) 2
 AW6045  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 AW6045
 AW6045.Superseded values are not recommended for survey control.
 AW6045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6045.See file dsdata.txt to determine how the superseded data were derived.
 AW6045
 AW6045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1658651057(NAD 83)
 AW6045_MARKER: DS = TRIANGULATION STATION DISK
 AW6045_SETTING: 0 = UNSPECIFIED SETTING
 AW6045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6045
 AW6045  HISTORY     - Date     Condition        Report By
 AW6045  HISTORY     - 1974     MONUMENTED       NGS
 AW6045  HISTORY     - 20031216 MARK NOT FOUND   USPSQD
 AW6045
 AW6045                          STATION DESCRIPTION
 AW6045
 AW6045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW6045'STATION IS LOCATED IN TEXAS CITY, ON THE NORTHEAST CORNER OF PIER B
 AW6045'AND ON PROPERTY OWNED BY TEXAS CITY TERMINAL RAILWAY COMPANY.
 AW6045'
 AW6045'STATION MARK, STAMPED CG 2 1974 IS A STANDARD DISK CEMENTED IN A
 AW6045'DRILL HOLE IN THE CONCRETE PIER.  IT IS 48.2 FEET SOUTHWEST OF A
 AW6045'CONCRETE FILLED METAL DOLPHIN, 44.8 FEET SOUTH-SOUTHWEST OF THE
 AW6045'NORTHEAST CORNER OF THE PIER AND 16.9 FEET WEST OF THE WATERS
 AW6045'EDGE.
 AW6045'
 AW6045'NOTE--NO REFERENCE MARKS WERE SET AT THIS STATION.
 AW6045'
 AW6045'NEAREST TOWN--TEXAS CITY.
 AW6045'
 AW6045'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW6045
 AW6045                          STATION RECOVERY (2003)
 AW6045
 AW6045'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5957 ***********************************************************************
 AW5957  DESIGNATION -  CG 20 1974
 AW5957  PID         -  AW5957
 AW5957  STATE/COUNTY-  TX/GALVESTON
 AW5957  USGS QUAD   -  GALVESTON (1994)
 AW5957
 AW5957                         *CURRENT SURVEY CONTROL
 AW5957  ___________________________________________________________________
 AW5957* NAD 83(1993)-  29 18 49.04094(N)    094 47 10.57481(W)     ADJUSTED  
 AW5957* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 AW5957  ___________________________________________________________________
 AW5957  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW5957  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5957
 AW5957  HORZ ORDER  -  SECOND
 AW5957
 AW5957.The horizontal coordinates were established by classical geodetic methods
 AW5957.and adjusted by the National Geodetic Survey in February 1996..
 AW5957
 AW5957.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5957
 AW5957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5957
 AW5957.The geoid height was determined by GEOID03.
 AW5957
 AW5957;                    North         East     Units Scale Factor Converg.
 AW5957;SPC TXSC     - 4,171,427.454 1,009,191.162   MT  0.99986331   +2 03 51.7
 AW5957;SPC TXSC     -13,685,758.24  3,310,988.00   sFT  0.99986331   +2 03 51.7
 AW5957;UTM  15      - 3,244,057.271   326,530.393   MT  0.99997132   -0 52 29.1
 AW5957
 AW5957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5957!SPC TXSC     -   1.00000374  x   0.99986331  =   0.99986705
 AW5957!UTM  15      -   1.00000374  x   0.99997132  =   0.99997506
 AW5957
 AW5957|---------------------------------------------------------------------|
 AW5957| PID    Reference Object                     Distance      Geod. Az  |
 AW5957|                                                           dddmmss.s |
 AW5957| AW5959 CG 21 1974                          373.356 METERS 23612     |
 AW5957|---------------------------------------------------------------------|
 AW5957
 AW5957                          SUPERSEDED SURVEY CONTROL
 AW5957
 AW5957  NAD 83(1986)-  29 18 49.05618(N)    094 47 10.55543(W) AD(       ) 2
 AW5957  NAD 27      -  29 18 48.20396(N)    094 47 09.85453(W) AD(       ) 2
 AW5957  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 AW5957
 AW5957.Superseded values are not recommended for survey control.
 AW5957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5957.See file dsdata.txt to determine how the superseded data were derived.
 AW5957
 AW5957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2653044057(NAD 83)
 AW5957_MARKER: DS = TRIANGULATION STATION DISK
 AW5957_SETTING: 0 = UNSPECIFIED SETTING
 AW5957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5957+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 AW5957
 AW5957  HISTORY     - Date     Condition        Report By
 AW5957  HISTORY     - 1974     MONUMENTED       NGS
 AW5957  HISTORY     - 19990410 GOOD             USPSQD
 AW5957  HISTORY     - 20041215 GOOD             USPSQD
 AW5957
 AW5957                          STATION DESCRIPTION
 AW5957
 AW5957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5957'STATION IS LOCATED ON THE GALVESTON WHARVES, IN GALVESTON AND AT THE
 AW5957'NORTHEAST CORNER OF PIER 15.
 AW5957'
 AW5957'STATION MARK, STAMPED CG 20 1974 IS A STANDARD DISK CEMENTED IN A
 AW5957'DRILL HOLE IN THE CONCRETE PIER.  IT IS 78 FEET NORTHEAST OF THE
 AW5957'NORTHEAST CORNER OF A WAREHOUSE, 34.5 FEET NORTH OF THE NORTH END
 AW5957'OF A NORTH-SOUTH RAIL (EASTERN MOST ONE OF FOUR), 8 FEET SOUTH OF
 AW5957'THE NORTH EDGE OF THE PIER, 5.5 FEET WEST OF THE EAST EDGE OF THE
 AW5957'PIER AND 4 FEET WEST OF A METAL CLEAT.
 AW5957'
 AW5957'NOTE--NO REFERENCE MARKS WERE SET AT THIS STATION.
 AW5957'
 AW5957'NEAREST TOWN--GALVESTON.
 AW5957'
 AW5957'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW5957
 AW5957                          STATION RECOVERY (1999)
 AW5957
 AW5957'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5957'RECOVERED IN GOOD CONDITION.
 AW5957
 AW5957                          STATION RECOVERY (2004)
 AW5957
 AW5957'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5959 ***********************************************************************
 AW5959  DESIGNATION -  CG 21 1974
 AW5959  PID         -  AW5959
 AW5959  STATE/COUNTY-  TX/GALVESTON
 AW5959  USGS QUAD   -  GALVESTON (1994)
 AW5959
 AW5959                         *CURRENT SURVEY CONTROL
 AW5959  ___________________________________________________________________
 AW5959* NAD 83(1993)-  29 18 42.29418(N)    094 47 22.07149(W)     ADJUSTED  
 AW5959* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 AW5959  ___________________________________________________________________
 AW5959  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AW5959  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5959
 AW5959  HORZ ORDER  -  SECOND
 AW5959
 AW5959.The horizontal coordinates were established by classical geodetic methods
 AW5959.and adjusted by the National Geodetic Survey in February 1996..
 AW5959
 AW5959.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5959
 AW5959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5959
 AW5959.The geoid height was determined by GEOID03.
 AW5959
 AW5959;                    North         East     Units Scale Factor Converg.
 AW5959;SPC TXSC     - 4,171,208.721 1,008,888.652   MT  0.99986332   +2 03 46.1
 AW5959;SPC TXSC     -13,685,040.61  3,309,995.52   sFT  0.99986332   +2 03 46.1
 AW5959;UTM  15      - 3,243,854.315   326,217.032   MT  0.99997267   -0 52 34.6
 AW5959
 AW5959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5959!SPC TXSC     -   1.00000377  x   0.99986332  =   0.99986709
 AW5959!UTM  15      -   1.00000377  x   0.99997267  =   0.99997644
 AW5959
 AW5959|---------------------------------------------------------------------|
 AW5959| PID    Reference Object                     Distance      Geod. Az  |
 AW5959|                                                           dddmmss.s |
 AW5959| AW5957 CG 20 1974                          373.356 METERS 05612     |
 AW5959| AW5961 CG 22 1974                          APPROX. 0.6 KM 2421427.3 |
 AW5959|---------------------------------------------------------------------|
 AW5959
 AW5959                          SUPERSEDED SURVEY CONTROL
 AW5959
 AW5959  NAD 83(1986)-  29 18 42.30942(N)    094 47 22.05210(W) AD(       ) 2
 AW5959  NAD 27      -  29 18 41.45705(N)    094 47 21.35093(W) AD(       ) 2
 AW5959  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 AW5959
 AW5959.Superseded values are not recommended for survey control.
 AW5959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5959.See file dsdata.txt to determine how the superseded data were derived.
 AW5959
 AW5959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2621743854(NAD 83)
 AW5959_MARKER: DS = TRIANGULATION STATION DISK
 AW5959_SETTING: 0 = UNSPECIFIED SETTING
 AW5959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5959
 AW5959  HISTORY     - Date     Condition        Report By
 AW5959  HISTORY     - 1974     MONUMENTED       NGS
 AW5959  HISTORY     - 19990410 GOOD             USPSQD
 AW5959
 AW5959                          STATION DESCRIPTION
 AW5959
 AW5959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5959'STATION IS LOCATED ON THE GALVESTON WHARVES, IN GALVESTON AND AT THE
 AW5959'EXTREME NORTHWEST CORNER OF PIER 18.
 AW5959'
 AW5959'STATION MARK, STAMPED CG 21 1974 IS A STANDARD DISK CEMENTED IN A
 AW5959'DRILL HOLE IN A CONCRETE DOCK.  IT IS 95 FEET NORTHWEST OF THE
 AW5959'NORTHWEST CORNER OF A WAREHOUSE, 3.5 FEET SOUTH OF THE NORTH EDGE
 AW5959'OF THE DOCK AND 3 FEET EAST OF THE WEST EDGE OF THE DOCK.
 AW5959'
 AW5959'NOTE--NO REFERENCE MARKS WERE SET AT THIS STATION.
 AW5959'
 AW5959'NEAREST TOWN--GALVESTON.
 AW5959'
 AW5959'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW5959
 AW5959                          STATION RECOVERY (1999)
 AW5959
 AW5959'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5961 ***********************************************************************
 AW5961  DESIGNATION -  CG 22 1974
 AW5961  PID         -  AW5961
 AW5961  STATE/COUNTY-  TX/GALVESTON
 AW5961  USGS QUAD   -  GALVESTON (1994)
 AW5961
 AW5961                         *CURRENT SURVEY CONTROL
 AW5961  ___________________________________________________________________
 AW5961* NAD 83(1993)-  29 18 33.44359(N)    094 47 41.25667(W)     ADJUSTED  
 AW5961* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 AW5961  ___________________________________________________________________
 AW5961  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AW5961  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5961
 AW5961  HORZ ORDER  -  SECOND
 AW5961
 AW5961.The horizontal coordinates were established by classical geodetic methods
 AW5961.and adjusted by the National Geodetic Survey in February 1996..
 AW5961
 AW5961.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5961
 AW5961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5961
 AW5961.The geoid height was determined by GEOID03.
 AW5961
 AW5961;                    North         East     Units Scale Factor Converg.
 AW5961;SPC TXSC     - 4,170,917.812 1,008,381.145   MT  0.99986334   +2 03 36.7
 AW5961;SPC TXSC     -13,684,086.19  3,308,330.47   sFT  0.99986334   +2 03 36.7
 AW5961;UTM  15      - 3,243,589.780   325,695.219   MT  0.99997491   -0 52 43.7
 AW5961
 AW5961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5961!SPC TXSC     -   1.00000372  x   0.99986334  =   0.99986706
 AW5961!UTM  15      -   1.00000372  x   0.99997491  =   0.99997863
 AW5961
 AW5961:                Primary Azimuth Mark                     Grid Az
 AW5961:SPC TXSC     -  CG 23 1974                               259 56 52.1
 AW5961:UTM  15      -  CG 23 1974                               262 53 12.5
 AW5961
 AW5961|---------------------------------------------------------------------|
 AW5961| PID    Reference Object                     Distance      Geod. Az  |
 AW5961|                                                           dddmmss.s |
 AW5961| AW5963 CG 23 1974                          APPROX. 0.9 KM 2620028.8 |
 AW5961|---------------------------------------------------------------------|
 AW5961
 AW5961                          SUPERSEDED SURVEY CONTROL
 AW5961
 AW5961  NAD 83(1986)-  29 18 33.45882(N)    094 47 41.23728(W) AD(       ) 2
 AW5961  NAD 27      -  29 18 32.60630(N)    094 47 40.53563(W) AD(       ) 2
 AW5961  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AW5961
 AW5961.Superseded values are not recommended for survey control.
 AW5961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5961.See file dsdata.txt to determine how the superseded data were derived.
 AW5961
 AW5961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2569543590(NAD 83)
 AW5961_MARKER: DS = TRIANGULATION STATION DISK
 AW5961_SETTING: 0 = UNSPECIFIED SETTING
 AW5961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5961
 AW5961  HISTORY     - Date     Condition        Report By
 AW5961  HISTORY     - 1974     MONUMENTED       NGS
 AW5961  HISTORY     - 19940326 GOOD             USPSQD
 AW5961  HISTORY     - 20020112 GOOD             USPSQD
 AW5961
 AW5961                          STATION DESCRIPTION
 AW5961
 AW5961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5961'STATION IS LOCATED ON THE GALVESTON WHARVES, IN GALVESTON AND AT THE
 AW5961'EXTREME NORTHEAST CORNER OF PIER 23.
 AW5961'
 AW5961'STATION MARK, STAMPED CG 22 1974 IS A STANDARD DISK CEMENTED IN A
 AW5961'DRILL HOLE IN A CONCRETE DOCK.  IT IS 31 FEET NORTHEAST OF THE
 AW5961'NORTHEAST CORNER OF A WAREHOUSE, 9 FEET WEST OF THE EAST EDGE OF
 AW5961'THE DOCK, AND 6.5 FEET SOUTH OF THE NORTH EDGE OF THE DOCK.
 AW5961'
 AW5961'NOTE--NO REFERENCE MARKS WERE SET AT THIS STATION.
 AW5961'
 AW5961'NEAREST TOWN--GALVESTON.
 AW5961'
 AW5961'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW5961
 AW5961                          STATION RECOVERY (1994)
 AW5961
 AW5961'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5961'RECOVERED IN GOOD CONDITION.
 AW5961
 AW5961                          STATION RECOVERY (2002)
 AW5961
 AW5961'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5963 ***********************************************************************
 AW5963  DESIGNATION -  CG 23 1974
 AW5963  PID         -  AW5963
 AW5963  STATE/COUNTY-  TX/GALVESTON
 AW5963  USGS QUAD   -  GALVESTON (1994)
 AW5963
 AW5963                         *CURRENT SURVEY CONTROL
 AW5963  ___________________________________________________________________
 AW5963* NAD 83(1993)-  29 18 29.50661(N)    094 48 13.24174(W)     ADJUSTED  
 AW5963* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 AW5963  ___________________________________________________________________
 AW5963  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AW5963  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5963
 AW5963  HORZ ORDER  -  SECOND
 AW5963
 AW5963.The horizontal coordinates were established by classical geodetic methods
 AW5963.and adjusted by the National Geodetic Survey in February 1996..
 AW5963
 AW5963.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5963
 AW5963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5963
 AW5963.The geoid height was determined by GEOID03.
 AW5963
 AW5963;                    North         East     Units Scale Factor Converg.
 AW5963;SPC TXSC     - 4,170,765.698 1,007,523.038   MT  0.99986335   +2 03 21.0
 AW5963;SPC TXSC     -13,683,587.13  3,305,515.17   sFT  0.99986335   +2 03 21.0
 AW5963;UTM  15      - 3,243,481.852   324,830.343   MT  0.99997864   -0 52 59.3
 AW5963
 AW5963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5963!SPC TXSC     -   1.00000374  x   0.99986335  =   0.99986709
 AW5963!UTM  15      -   1.00000374  x   0.99997864  =   0.99998238
 AW5963
 AW5963|---------------------------------------------------------------------|
 AW5963| PID    Reference Object                     Distance      Geod. Az  |
 AW5963|                                                           dddmmss.s |
 AW5963| AW5964 CG 24 1974                          360.115 METERS 26914     |
 AW5963| AW5967 CG 12A                              APPROX. 1.1 KM 2963618.8 |
 AW5963|---------------------------------------------------------------------|
 AW5963
 AW5963                          SUPERSEDED SURVEY CONTROL
 AW5963
 AW5963  NAD 83(1986)-  29 18 29.52183(N)    094 48 13.22235(W) AD(       ) 2
 AW5963  NAD 27      -  29 18 28.66947(N)    094 48 12.51977(W) AD(       ) 2
 AW5963  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 AW5963
 AW5963.Superseded values are not recommended for survey control.
 AW5963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5963.See file dsdata.txt to determine how the superseded data were derived.
 AW5963
 AW5963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2483043482(NAD 83)
 AW5963_MARKER: DS = TRIANGULATION STATION DISK
 AW5963_SETTING: 0 = UNSPECIFIED SETTING
 AW5963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5963
 AW5963  HISTORY     - Date     Condition        Report By
 AW5963  HISTORY     - 1974     MONUMENTED       NGS
 AW5963  HISTORY     - 19940326 GOOD             USPSQD
 AW5963  HISTORY     - 20020112 MARK NOT FOUND   USPSQD
 AW5963  HISTORY     - 20031211 MARK NOT FOUND   USPSQD
 AW5963  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW5963
 AW5963                          STATION DESCRIPTION
 AW5963
 AW5963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5963'STATION IS LOCATED ON THE GALVESTON WHARVES, IN GALVESTON AND AT THE
 AW5963'NORTHEAST END OF PIER 30.
 AW5963'
 AW5963'STATION MARK, STAMPED CG 23 1974 IS A STANDARD DISK CEMENTED IN A
 AW5963'DRILL HOLE IN THE CONCRETE PIER.  IT IS 14 FEET NORTH OF THE NORTH
 AW5963'WALL OF A WAREHOUSE, 4 FEET WEST OF A SHARP DROP IN THE PIER AND 3
 AW5963'FEET SOUTH OF THE WATERS EDGE.
 AW5963'
 AW5963'NOTE--NO REFERENCE MARKS WERE SET AT THIS STATION.
 AW5963'
 AW5963'NEAREST TOWN--GALVESTON.
 AW5963'
 AW5963'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW5963
 AW5963                          STATION RECOVERY (1994)
 AW5963
 AW5963'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5963'RECOVERED IN GOOD CONDITION.
 AW5963
 AW5963                          STATION RECOVERY (2002)
 AW5963
 AW5963'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5963'MARK NOT FOUND.
 AW5963
 AW5963                          STATION RECOVERY (2003)
 AW5963
 AW5963'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5963'MARK NOT FOUND.
 AW5963
 AW5963                          STATION RECOVERY (2004)
 AW5963
 AW5963'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5964 ***********************************************************************
 AW5964  DESIGNATION -  CG 24 1974
 AW5964  PID         -  AW5964
 AW5964  STATE/COUNTY-  TX/GALVESTON
 AW5964  USGS QUAD   -  GALVESTON (1994)
 AW5964
 AW5964                         *CURRENT SURVEY CONTROL
 AW5964  ___________________________________________________________________
 AW5964* NAD 83(1993)-  29 18 29.35081(N)    094 48 26.58522(W)     ADJUSTED  
 AW5964* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 AW5964  ___________________________________________________________________
 AW5964  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW5964  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW5964
 AW5964  HORZ ORDER  -  SECOND
 AW5964
 AW5964.The horizontal coordinates were established by classical geodetic methods
 AW5964.and adjusted by the National Geodetic Survey in February 1996..
 AW5964
 AW5964.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5964
 AW5964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5964
 AW5964.The geoid height was determined by GEOID03.
 AW5964
 AW5964;                    North         East     Units Scale Factor Converg.
 AW5964;SPC TXSC     - 4,170,747.995 1,007,163.408   MT  0.99986335   +2 03 14.5
 AW5964;SPC TXSC     -13,683,529.05  3,304,335.28   sFT  0.99986335   +2 03 14.5
 AW5964;UTM  15      - 3,243,482.611   324,470.237   MT  0.99998020   -0 53 05.8
 AW5964
 AW5964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5964!SPC TXSC     -   1.00000372  x   0.99986335  =   0.99986707
 AW5964!UTM  15      -   1.00000372  x   0.99998020  =   0.99998392
 AW5964
 AW5964|---------------------------------------------------------------------|
 AW5964| PID    Reference Object                     Distance      Geod. Az  |
 AW5964|                                                           dddmmss.s |
 AW5964| AW5963 CG 23 1974                          360.115 METERS 08914     |
 AW5964| AW5967 CG 12A                              APPROX. 0.8 KM 3085921.9 |
 AW5964| AW5966 CG 12 1974                          APPROX. 0.8 KM 3095531.1 |
 AW5964|---------------------------------------------------------------------|
 AW5964
 AW5964                          SUPERSEDED SURVEY CONTROL
 AW5964
 AW5964  NAD 83(1986)-  29 18 29.36603(N)    094 48 26.56583(W) AD(       ) 2
 AW5964  NAD 27      -  29 18 28.51348(N)    094 48 25.86220(W) AD(       ) 2
 AW5964  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AW5964
 AW5964.Superseded values are not recommended for survey control.
 AW5964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5964.See file dsdata.txt to determine how the superseded data were derived.
 AW5964
 AW5964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2447043483(NAD 83)
 AW5964_MARKER: Z = SEE DESCRIPTION
 AW5964_SETTING: 0 = UNSPECIFIED SETTING
 AW5964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5964+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AW5964
 AW5964  HISTORY     - Date     Condition        Report By
 AW5964  HISTORY     - 1974     MONUMENTED       NGS
 AW5964  HISTORY     - 19940326 GOOD             USPSQD
 AW5964  HISTORY     - 20020112 GOOD             USPSQD
 AW5964  HISTORY     - 20031211 GOOD             USPSQD
 AW5964  HISTORY     - 20040130 GOOD             USPSQD
 AW5964
 AW5964                          STATION DESCRIPTION
 AW5964
 AW5964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5964'STATION IS LOCATED ON THE GALVESTON WHARVES, IN GALVESTON AND AT THE
 AW5964'NORTHWEST CORNER OF PIER 33.
 AW5964'
 AW5964'STATION IS MARKED BY A 2 INCH PLUG CEMENTED IN A DRILL HOLE IN THE
 AW5964'CONCRETE PIER.  IT IS 66.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AW5964'A WAREHOUSE, 5.3 FEET EAST OF THE WEST EDGE OF THE PIER, 5 FEET
 AW5964'SOUTH OF THE NORTH EDGE OF THE PIER AND 3.3 FEET SOUTH OF A METAL
 AW5964'CLEAT.
 AW5964'
 AW5964'NOTE--NO REFERENCE MARKS WERE SET AT THIS STATION.
 AW5964'
 AW5964'NEAREST TOWN--GALVESTON.
 AW5964'
 AW5964'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW5964
 AW5964                          STATION RECOVERY (1994)
 AW5964
 AW5964'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5964'RECOVERED IN GOOD CONDITION.
 AW5964
 AW5964                          STATION RECOVERY (2002)
 AW5964
 AW5964'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5964'RECOVERED IN GOOD CONDITION.
 AW5964
 AW5964                          STATION RECOVERY (2003)
 AW5964
 AW5964'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5964'RECOVERED IN GOOD CONDITION.
 AW5964
 AW5964                          STATION RECOVERY (2004)
 AW5964
 AW5964'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5965 ***********************************************************************
 AW5965  DESIGNATION -  CG 25 1974
 AW5965  PID         -  AW5965
 AW5965  STATE/COUNTY-  TX/GALVESTON
 AW5965  USGS QUAD   -  GALVESTON (1994)
 AW5965
 AW5965                         *CURRENT SURVEY CONTROL
 AW5965  ___________________________________________________________________
 AW5965* NAD 83(1993)-  29 18 30.60484(N)    094 48 46.38769(W)     ADJUSTED  
 AW5965* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 AW5965  ___________________________________________________________________
 AW5965  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW5965  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW5965
 AW5965  HORZ ORDER  -  SECOND
 AW5965
 AW5965.The horizontal coordinates were established by classical geodetic methods
 AW5965.and adjusted by the National Geodetic Survey in February 1996..
 AW5965
 AW5965.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5965
 AW5965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5965
 AW5965.The geoid height was determined by GEOID03.
 AW5965
 AW5965;                    North         East     Units Scale Factor Converg.
 AW5965;SPC TXSC     - 4,170,767.438 1,006,628.058   MT  0.99986335   +2 03 04.8
 AW5965;SPC TXSC     -13,683,592.84  3,302,578.89   sFT  0.99986335   +2 03 04.8
 AW5965;UTM  15      - 3,243,529.482   323,936.525   MT  0.99998251   -0 53 15.6
 AW5965
 AW5965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5965!SPC TXSC     -   1.00000380  x   0.99986335  =   0.99986715
 AW5965!UTM  15      -   1.00000380  x   0.99998251  =   0.99998631
 AW5965
 AW5965|---------------------------------------------------------------------|
 AW5965| PID    Reference Object                     Distance      Geod. Az  |
 AW5965|                                                           dddmmss.s |
 AW5965| AW5968 CG 26 1974                          314.745 METERS 27328     |
 AW5965| AW5966 CG 12 1974                          466.474 METERS 3520721.7 |
 AW5965|---------------------------------------------------------------------|
 AW5965
 AW5965                          SUPERSEDED SURVEY CONTROL
 AW5965
 AW5965  NAD 83(1986)-  29 18 30.62003(N)    094 48 46.36828(W) AD(       ) 2
 AW5965  NAD 27      -  29 18 29.76780(N)    094 48 45.66450(W) AD(       ) 2
 AW5965  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 AW5965
 AW5965.Superseded values are not recommended for survey control.
 AW5965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5965.See file dsdata.txt to determine how the superseded data were derived.
 AW5965
 AW5965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2393743529(NAD 83)
 AW5965_MARKER: Z = SEE DESCRIPTION
 AW5965_SETTING: 0 = UNSPECIFIED SETTING
 AW5965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5965+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AW5965
 AW5965  HISTORY     - Date     Condition        Report By
 AW5965  HISTORY     - 1974     MONUMENTED       NGS
 AW5965  HISTORY     - 19940326 GOOD             USPSQD
 AW5965  HISTORY     - 20020112 GOOD             USPSQD
 AW5965  HISTORY     - 20031211 GOOD             USPSQD
 AW5965  HISTORY     - 20040130 GOOD             USPSQD
 AW5965
 AW5965                          STATION DESCRIPTION
 AW5965
 AW5965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5965'STATION IS LOCATED ON THE GALVESTON WHARVES, IN GALVESTON AND AT THE
 AW5965'NORTHEAST CORNER OF PIER 39.
 AW5965'
 AW5965'STATION IS MARKED BY A 1 INCH PLUG CEMENTED IN A DRILL HOLE IN THE
 AW5965'CONCRETE PIER.  IT IS 40 FEET NORTH OF THE NORTHEAST CORNER OF A
 AW5965'WAREHOUSE, 10 FEET WEST OF THE NORTHEAST EDGE OF THE PIER, 5 FEET
 AW5965'SOUTH OF THE NORTH EDGE OF THE PIER AND 5 FEET SOUTHEAST OF A
 AW5965'METAL CLEAT.
 AW5965'
 AW5965'NOTE--NO REFERENCE MARKS WERE SET AT THIS STATION.
 AW5965'
 AW5965'NEAREST TOWN--GALVESTON.
 AW5965'
 AW5965'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW5965
 AW5965                          STATION RECOVERY (1994)
 AW5965
 AW5965'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5965'RECOVERED IN GOOD CONDITION.
 AW5965
 AW5965                          STATION RECOVERY (2002)
 AW5965
 AW5965'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5965'RECOVERED IN GOOD CONDITION.
 AW5965
 AW5965                          STATION RECOVERY (2003)
 AW5965
 AW5965'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5965'RECOVERED IN GOOD CONDITION.
 AW5965
 AW5965                          STATION RECOVERY (2004)
 AW5965
 AW5965'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5968 ***********************************************************************
 AW5968  DESIGNATION -  CG 26 1974
 AW5968  PID         -  AW5968
 AW5968  STATE/COUNTY-  TX/GALVESTON
 AW5968  USGS QUAD   -  GALVESTON (1994)
 AW5968
 AW5968                         *CURRENT SURVEY CONTROL
 AW5968  ___________________________________________________________________
 AW5968* NAD 83(1993)-  29 18 31.22315(N)    094 48 58.02977(W)     ADJUSTED  
 AW5968* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 AW5968  ___________________________________________________________________
 AW5968  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AW5968  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW5968
 AW5968  HORZ ORDER  -  SECOND
 AW5968
 AW5968.The horizontal coordinates were established by classical geodetic methods
 AW5968.and adjusted by the National Geodetic Survey in February 1996..
 AW5968
 AW5968.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5968
 AW5968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5968
 AW5968.The geoid height was determined by GEOID03.
 AW5968
 AW5968;                    North         East     Units Scale Factor Converg.
 AW5968;SPC TXSC     - 4,170,775.220 1,006,313.453   MT  0.99986335   +2 02 59.0
 AW5968;SPC TXSC     -13,683,618.37  3,301,546.72   sFT  0.99986335   +2 02 59.0
 AW5968;UTM  15      - 3,243,553.388   323,622.695   MT  0.99998388   -0 53 21.3
 AW5968
 AW5968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5968!SPC TXSC     -   1.00000376  x   0.99986335  =   0.99986711
 AW5968!UTM  15      -   1.00000376  x   0.99998388  =   0.99998764
 AW5968
 AW5968:                Primary Azimuth Mark                     Grid Az
 AW5968:SPC TXSC     -  CG 12 1974                               027 24 27.7
 AW5968:UTM  15      -  CG 12 1974                               030 20 48.0
 AW5968
 AW5968|---------------------------------------------------------------------|
 AW5968| PID    Reference Object                     Distance      Geod. Az  |
 AW5968|                                                           dddmmss.s |
 AW5968| AW5966 CG 12 1974                          APPROX. 0.5 KM 0292726.7 |
 AW5968| AW5965 CG 25 1974                          314.745 METERS 09328     |
 AW5968|---------------------------------------------------------------------|
 AW5968
 AW5968                          SUPERSEDED SURVEY CONTROL
 AW5968
 AW5968  NAD 83(1986)-  29 18 31.23833(N)    094 48 58.01037(W) AD(       ) 2
 AW5968  NAD 27      -  29 18 30.38613(N)    094 48 57.30618(W) AD(       ) 2
 AW5968  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 AW5968
 AW5968.Superseded values are not recommended for survey control.
 AW5968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5968.See file dsdata.txt to determine how the superseded data were derived.
 AW5968
 AW5968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2362343553(NAD 83)
 AW5968_MARKER: Z = SEE DESCRIPTION
 AW5968_SETTING: 0 = UNSPECIFIED SETTING
 AW5968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5968+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AW5968
 AW5968  HISTORY     - Date     Condition        Report By
 AW5968  HISTORY     - 1974     MONUMENTED       NGS
 AW5968  HISTORY     - 19940326 GOOD             USPSQD
 AW5968  HISTORY     - 20020112 GOOD             USPSQD
 AW5968  HISTORY     - 20031211 GOOD             USPSQD
 AW5968  HISTORY     - 20040130 GOOD             USPSQD
 AW5968
 AW5968                          STATION DESCRIPTION
 AW5968
 AW5968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5968'THE STATION IS LOCATED ON THE NORTH SIDE OF GALVESTON ISLAND AT THE
 AW5968'GALVESTON WARVES ON PIER 41 IN THE NORTHEAST CORNER OF THE PIER.
 AW5968'
 AW5968'THE STATION IS A 1-1/2 INCH PLUG IMBEDDED IN THE CONCRETE PIER AND
 AW5968'HAS 41 STAMPED ON IT.  IT IS 50 FEET NORTHEAST OF THE NORTHEAST
 AW5968'CORNER OF A WAREHOUSE, 3 FEET SOUTHWEST OF THE NORTHEAST CORNER OF
 AW5968'THE PIER AND IN THE NORTHEAST CORNER OF THE PIER NUMBER 41.
 AW5968'
 AW5968'NOTE--THERE WERE NO MARKS OR CUTS FOR THIS STATION.
 AW5968'
 AW5968'NEAREST TOWN--GALVESTON.
 AW5968'
 AW5968'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 AW5968
 AW5968                          STATION RECOVERY (1994)
 AW5968
 AW5968'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5968'RECOVERED IN GOOD CONDITION.
 AW5968
 AW5968                          STATION RECOVERY (2002)
 AW5968
 AW5968'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5968'RECOVERED IN GOOD CONDITION.
 AW5968
 AW5968                          STATION RECOVERY (2003)
 AW5968
 AW5968'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5968'RECOVERED IN GOOD CONDITION.
 AW5968
 AW5968                          STATION RECOVERY (2004)
 AW5968
 AW5968'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6044 ***********************************************************************
 AW6044  DESIGNATION -  CG 6
 AW6044  PID         -  AW6044
 AW6044  STATE/COUNTY-  TX/GALVESTON
 AW6044  USGS QUAD   -  TEXAS CITY (1994)
 AW6044
 AW6044                         *CURRENT SURVEY CONTROL
 AW6044  ___________________________________________________________________
 AW6044* NAD 83(1993)-  29 24 21.56474(N)    094 53 19.91108(W)     ADJUSTED  
 AW6044* NAVD 88     -         7.5    (meters)      25.     (feet)  VERTCON   
 AW6044  ___________________________________________________________________
 AW6044  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6044  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW6044
 AW6044  HORZ ORDER  -  SECOND
 AW6044
 AW6044.The horizontal coordinates were established by classical geodetic methods
 AW6044.and adjusted by the National Geodetic Survey in February 1996..
 AW6044
 AW6044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6044
 AW6044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6044
 AW6044.The geoid height was determined by GEOID03.
 AW6044
 AW6044;                    North         East     Units Scale Factor Converg.
 AW6044;SPC TXSC     - 4,181,303.341   998,872.794   MT  0.99986401   +2 00 50.8
 AW6044;SPC TXSC     -13,718,159.38  3,277,135.16   sFT  0.99986401   +2 00 50.8
 AW6044;UTM  15      - 3,254,450.806   316,730.953   MT  1.00001446   -0 55 39.7
 AW6044
 AW6044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6044!SPC TXSC     -   1.00000303  x   0.99986401  =   0.99986704
 AW6044!UTM  15      -   1.00000303  x   1.00001446  =   1.00001749
 AW6044
 AW6044|---------------------------------------------------------------------|
 AW6044| PID    Reference Object                     Distance      Geod. Az  |
 AW6044|                                                           dddmmss.s |
 AW6044| CV9673 CG 6 RM 2                            10.543 METERS 26146     |
 AW6044| AW5712 DOLLAR POINT 3                      APPROX. 3.1 KM 3503302.8 |
 AW6044| CV8813 CG 6 RM 1                            18.499 METERS 35437     |
 AW6044|---------------------------------------------------------------------|
 AW6044
 AW6044                          SUPERSEDED SURVEY CONTROL
 AW6044
 AW6044  NAD 83(1986)-  29 24 21.57982(N)    094 53 19.89193(W) AD(       ) 2
 AW6044  NAD 27      -  29 24 20.74084(N)    094 53 19.17713(W) AD(       ) 2
 AW6044  NGVD 29 (07/19/86)    7.5    (m)           25.     (f) VERT ANG       
 AW6044
 AW6044.Superseded values are not recommended for survey control.
 AW6044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6044.See file dsdata.txt to determine how the superseded data were derived.
 AW6044
 AW6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1673154451(NAD 83)
 AW6044_MARKER: DS = TRIANGULATION STATION DISK
 AW6044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6044+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW6044
 AW6044  HISTORY     - Date     Condition        Report By
 AW6044  HISTORY     - 1974     MONUMENTED       NGS
 AW6044  HISTORY     - 19940407 GOOD             USPSQD
 AW6044  HISTORY     - 20031216 GOOD             USPSQD
 AW6044  HISTORY     - 20050607 GOOD             USPSQD
 AW6044
 AW6044                          STATION DESCRIPTION
 AW6044
 AW6044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW6044'THE STATION IS LOCATED 1-1/2 MILES NORTHEAST OF TEXAS CITY, 1 MILE
 AW6044'NORTH OF THE JUNCTION OF THE TEXAS CITY DIKE AND THE NORTH-SOUTH
 AW6044'SEAWALL AND ON PROPERTY MAINTAINED BY TEXAS CITY AND THE U. S. CORP
 AW6044'OF ENGINEERS.
 AW6044'
 AW6044'TO REACH THE STATION FROM THE JUNCTION OF 8TH AVE N, BAY ST N AND THE
 AW6044'TEXAS CITY DIKE ROAD, GO EASTERLY ON THE DIKE ROAD FOR 0.35 MILE TO
 AW6044'THE TOP OF A LEVEE.  TURN LEFT AND GO NORTHERLY ALONG THE TOP OF
 AW6044'THE LEVEE ON SEAWALL ROAD FOR 1.05 MILE TO THE STATION ON THE RIGHT
 AW6044'AS DESCRIBED.
 AW6044'
 AW6044'STATION MARKS ARE STANDARD DISKS, STAMPED CG 6 1974.  THE SURFACE
 AW6044'DISK IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE
 AW6044'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 AW6044'42 INCHES BELOW THE GROUND.  IT IS 300 FEET WEST OF THE WEST
 AW6044'EDGE OF GALVESTON BAY, 24 FEET NORTH OF A LITTER BARREL, 20.5
 AW6044'FEET EAST OF THE CENTER OF SEAWALL ROAD, 4.5 FEET SOUTHEAST OF A
 AW6044'METAL WITNESS POST AND 3 FEET EAST OF A CABLE FENCE.
 AW6044'
 AW6044'REFERENCE MARK 1, STAMPED CG 6 NO 1 1974 IS A STANDARD DISK SET IN A
 AW6044'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 300
 AW6044'FEET WEST OF THE WEST EDGE OF GALVESTON BAY, 57.5 FEET NORTH OF THE
 AW6044'METAL WITNESS POST SET AT THE STATION, 19.5 FEET EAST OF THE CENTER
 AW6044'OF SEAWALL ROAD, AND 2 FEET EAST OF THE CABLE FENCE.
 AW6044'
 AW6044'REFERENCE MARK 2, STAMPED CG 6 NO 2 1974 IS A STANDARD DISK SET IN
 AW6044'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 39.5
 AW6044'FEET NORTHWEST OF THE LITTER BARREL, 33 FEET WEST OF THE METAL
 AW6044'WITNESS POST SET AT THE STATION, 15 FEET WEST OF THE CENTER OF
 AW6044'SEAWALL ROAD AND 1 FOOT WEST OF A CABLE FENCE.
 AW6044'
 AW6044'NOTE--NO AZIMUTH MARK WAS SET AT THIS STATION.
 AW6044'
 AW6044'NEAREST TOWN--TEXAS CITY.
 AW6044'
 AW6044'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
 AW6044
 AW6044                          STATION RECOVERY (1994)
 AW6044
 AW6044'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6044'RECOVERED IN GOOD CONDITION.
 AW6044
 AW6044                          STATION RECOVERY (2003)
 AW6044
 AW6044'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6044'RECOVERED IN GOOD CONDITION.
 AW6044
 AW6044                          STATION RECOVERY (2005)
 AW6044
 AW6044'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6044'MARK FOUND AT N29 24 21.6  W094 53 19.9
 AW6044'R1 FOUND AT   N29 24 22.1  W094 53 20.1
 AW6044'R2 FOUND AT   N29 24 21.6  W094 53 20.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4670 ***********************************************************************
 DH4670  HT_MOD      -  This is a Height Modernization Survey Station.
 DH4670  DESIGNATION -  CG 71
 DH4670  PID         -  DH4670
 DH4670  STATE/COUNTY-  TX/NUECES
 DH4670  USGS QUAD   -  PORT ARANSAS (1975)
 DH4670
 DH4670                         *CURRENT SURVEY CONTROL
 DH4670  ___________________________________________________________________
 DH4670* NAD 83(1993)-  27 50 25.25668(N)    097 03 51.49935(W)     ADJUSTED  
 DH4670* NAVD 88     -         1.75   (meters)       5.7    (feet)  GPS OBS   
 DH4670  ___________________________________________________________________
 DH4670  X           -    -694,115.242 (meters)                     COMP
 DH4670  Y           -  -5,601,137.447 (meters)                     COMP
 DH4670  Z           -   2,960,860.918 (meters)                     COMP
 DH4670  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DH4670  ELLIP HEIGHT-         -24.63  (meters)          (07/05/05) GPS OBS
 DH4670  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DH4670
 DH4670  HORZ ORDER  -  FIRST
 DH4670  ELLP ORDER  -  FOURTH    CLASS II
 DH4670
 DH4670.The horizontal coordinates were established by GPS observations
 DH4670.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 DH4670
 DH4670.The orthometric height was determined by GPS observations and a
 DH4670.high-resolution geoid model using precise GPS observation and
 DH4670.processing techniques.
 DH4670
 DH4670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4670
 DH4670.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4670
 DH4670.The ellipsoidal height was determined by GPS observations
 DH4670.and is referenced to NAD 83.
 DH4670
 DH4670.The geoid height was determined by GEOID03.
 DH4670
 DH4670;                    North         East     Units Scale Factor Converg.
 DH4670;SPC TX S     - 5,241,639.107   441,422.390   MT  1.00000178   +0 39 06.5
 DH4670;SPC TX S     -17,196,944.30  1,448,233.29   sFT  1.00000178   +0 39 06.5
 DH4670;UTM  14      - 3,081,021.377   690,622.736   MT  1.00004852   +0 54 15.3
 DH4670
 DH4670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4670!SPC TX S     -   1.00000387  x   1.00000178  =   1.00000565
 DH4670!UTM  14      -   1.00000387  x   1.00004852  =   1.00005239
 DH4670
 DH4670:                Primary Azimuth Mark                     Grid Az
 DH4670:SPC TX S     -  ARANSAS A USCG                           119 48 19.6
 DH4670:UTM  14      -  ARANSAS A USCG                           119 33 10.8
 DH4670
 DH4670|---------------------------------------------------------------------|
 DH4670| PID    Reference Object                     Distance      Geod. Az  |
 DH4670|                                                           dddmmss.s |
 DH4670| AA8539 ARANSAS A USCG                      APPROX. 0.5 KM 1202726.1 |
 DH4670|---------------------------------------------------------------------|
 DH4670
 DH4670                          SUPERSEDED SURVEY CONTROL
 DH4670
 DH4670.No superseded survey control is available for this station.
 DH4670
 DH4670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9062381021(NAD 83)
 DH4670_MARKER: DV = VERTICAL CONTROL DISK
 DH4670_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DH4670_STAMPING: CG 71 2005
 DH4670_PROJECTION: FLUSH
 DH4670_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH4670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4670+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2005
 DH4670_ROD/PIPE-DEPTH: 15   meters
 DH4670_SLEEVE-DEPTH  : 1 meters
 DH4670
 DH4670  HISTORY     - Date     Condition        Report By
 DH4670  HISTORY     - 20050219 MONUMENTED       CCTI
 DH4670
 DH4670                          STATION DESCRIPTION
 DH4670
 DH4670'DESCRIBED BY C AND C TECHNOLOGIES INCORPORATED 2005 (JEW)
 DH4670'DESCRIBED BY C AND C TECHNOLOGIES, INC 2005 (JEW) STARTING AT FERRY
 DH4670'LANDING IN PORT  ARANSAS, TEXAS TRAVEL 0.16 KM (0.1 MILES) ON STATE
 DH4670'HWY. 361 TO THE INTERSECTION OF HWY. 361,  COTTER ST. AND J.C. BARR
 DH4670'BLVD.  (MARINA ENTRANCE).  TURN LEFT ON J.C. BARR BLVD. AND TRAVEL
 DH4670'0.5 KM (0.3 MILES) TO THE MONUMENT ON THE LEFT AND THE HARBOR MASTER
 DH4670'BUILDING ON THE  RIGHT MONUMENT IS IN THE MEDIAN BETWEEN BARR BLVD.
 DH4670'NEAR ROBERT'S POINT PARK.  9.88 M  (32.4 FT) NORTHWEST TO THE
 DH4670'CENTERLINE OF THE SOUTH LANE OF J.C. BARR BLVD., 21.64 M (71.0 FT)
 DH4670'NORTH TO A LIGHT POLE, 38.53 M (126.4 FT) EAST TO A LIGHT POLE, 9.39 M
 DH4670'(30.8 FT) NORTHEAST TO  THE CENTERLINE OF MEDIAN CROSSOVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6046 ***********************************************************************
 AW6046  DESIGNATION -  CG 8
 AW6046  PID         -  AW6046
 AW6046  STATE/COUNTY-  TX/GALVESTON
 AW6046  USGS QUAD   -  TEXAS CITY (1994)
 AW6046
 AW6046                         *CURRENT SURVEY CONTROL
 AW6046  ___________________________________________________________________
 AW6046* NAD 83(1993)-  29 29 42.27876(N)    094 57 38.80991(W)     ADJUSTED  
 AW6046* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 AW6046  ___________________________________________________________________
 AW6046  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW6046  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW6046
 AW6046  HORZ ORDER  -  THIRD
 AW6046
 AW6046.The horizontal coordinates were established by classical geodetic methods
 AW6046.and adjusted by the National Geodetic Survey in February 1996..
 AW6046
 AW6046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6046
 AW6046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6046
 AW6046.The geoid height was determined by GEOID03.
 AW6046
 AW6046;                    North         East     Units Scale Factor Converg.
 AW6046;SPC TXSC     - 4,190,927.707   991,557.152   MT  0.99986714   +1 58 43.9
 AW6046;SPC TXSC     -13,749,735.32  3,253,133.76   sFT  0.99986714   +1 58 43.9
 AW6046;UTM  15      - 3,264,439.744   309,918.001   MT  1.00004584   -0 57 56.4
 AW6046
 AW6046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6046!SPC TXSC     -   1.00000362  x   0.99986714  =   0.99987076
 AW6046!UTM  15      -   1.00000362  x   1.00004584  =   1.00004946
 AW6046
 AW6046                          SUPERSEDED SURVEY CONTROL
 AW6046
 AW6046  NAD 83(1986)-  29 29 42.29391(N)    094 57 38.79090(W) AD(       ) 4
 AW6046  NAD 27      -  29 29 41.46672(N)    094 57 38.06547(W) AD(       ) 3
 AW6046  NGVD 29 (07/19/86)    3.9    (m)           13.     (f) VERT ANG       
 AW6046
 AW6046.Superseded values are not recommended for survey control.
 AW6046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6046.See file dsdata.txt to determine how the superseded data were derived.
 AW6046
 AW6046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0991864440(NAD 83)
 AW6046_MARKER: Z = SEE DESCRIPTION
 AW6046_SETTING: 0 = UNSPECIFIED SETTING
 AW6046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6046
 AW6046  HISTORY     - Date     Condition        Report By
 AW6046  HISTORY     - 1974     MONUMENTED       NGS
 AW6046  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW6046  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW6046
 AW6046                          STATION DESCRIPTION
 AW6046
 AW6046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW6046'STATION IS THE TOP CENTER OF AN UNPAINTED, GUYED, GRAY METAL MAST,
 AW6046'130 FEET TALL, OWNED BY TRACOR INCORPORATED.
 AW6046'
 AW6046'STATION IS LOCATED IN THE SOUTHWEST PART OF THE VILLAGE OF SAN LEON,
 AW6046'500 FEET NORTH OF AVENUE C, 130 FEET EAST OF 28TH STREET IN THE
 AW6046'SAN LEON FARM HOME TRACTS.
 AW6046'
 AW6046'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 146 AND FARM
 AW6046'ROAD 517, ABOUT 6 MILES NORTHWEST OF TEXAS CITY, GO NORTH-NORTHEAST
 AW6046'ON FARM ROAD 517 (SAN LEON ROAD) FOR 1.9 MILES TO A POINT WHERE THE
 AW6046'ROAD TURNS EAST.  TURN EAST AND CONTINUE ON FARM ROAD 517 FOR 0.25
 AW6046'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH-NORTHEAST ON 28TH
 AW6046'STREET FOR 0.3 MILE TO THE MAST ON THE RIGHT.
 AW6046'
 AW6046'NOTE--THIS MAST IS TEMPORARY AND WILL BE REMOVED AT A LATER DATE.
 AW6046
 AW6046                          STATION RECOVERY (1994)
 AW6046
 AW6046'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6046'MARK NOT FOUND.
 AW6046
 AW6046                          STATION RECOVERY (2004)
 AW6046
 AW6046'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5803 ***********************************************************************
 AW5803  DESIGNATION -  CG 9
 AW5803  PID         -  AW5803
 AW5803  STATE/COUNTY-  TX/GALVESTON
 AW5803  USGS QUAD   -  LAKE COMO (1994)
 AW5803
 AW5803                         *CURRENT SURVEY CONTROL
 AW5803  ___________________________________________________________________
 AW5803* NAD 83(1993)-  29 14 22.68990(N)    094 54 30.42589(W)     ADJUSTED  
 AW5803* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 AW5803  ___________________________________________________________________
 AW5803  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AW5803  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW5803
 AW5803  HORZ ORDER  -  THIRD
 AW5803
 AW5803.The horizontal coordinates were established by classical geodetic methods
 AW5803.and adjusted by the National Geodetic Survey in February 1996..
 AW5803
 AW5803.The orthometric height was scaled from a topographic map.
 AW5803
 AW5803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5803
 AW5803.The geoid height was determined by GEOID03.
 AW5803
 AW5803;                    North         East     Units Scale Factor Converg.
 AW5803;SPC TXSC     - 4,162,811.616   997,618.015   MT  0.99986462   +2 00 16.2
 AW5803;SPC TXSC     -13,657,491.11  3,273,018.44   sFT  0.99986462   +2 00 16.2
 AW5803;UTM  15      - 3,236,044.886   314,529.236   MT  1.00002449   -0 55 56.9
 AW5803
 AW5803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5803!SPC TXSC     -   1.00000025  x   0.99986462  =   0.99986487
 AW5803!UTM  15      -   1.00000025  x   1.00002449  =   1.00002474
 AW5803
 AW5803                          SUPERSEDED SURVEY CONTROL
 AW5803
 AW5803  NAD 83(1986)-  29 14 22.70480(N)    094 54 30.40639(W) AD(       ) 4
 AW5803  NAD 27      -  29 14 21.84160(N)    094 54 29.69841(W) AD(       ) 3
 AW5803
 AW5803.Superseded values are not recommended for survey control.
 AW5803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5803.See file dsdata.txt to determine how the superseded data were derived.
 AW5803
 AW5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1452936045(NAD 83)
 AW5803
 AW5803  HISTORY     - Date     Condition        Report By
 AW5803  HISTORY     - 1974     FIRST OBSERVED   NGS
 AW5803  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 AW5803  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 AW5803  HISTORY     - 20041122 MARK NOT FOUND   USPSQD
 AW5803
 AW5803                          STATION DESCRIPTION
 AW5803
 AW5803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5803'STATION IS THE TOP CENTER OF AN UNPAINTED, GUYED, GRAY METAL MAST,
 AW5803'130 FEET TALL, OWNED BY TRACOR INCORPORATED.
 AW5803'
 AW5803'STATION IS LOCATED 8 MILES SOUTHWEST OF GALVESTON, APPROXIMATELY
 AW5803'2000 FEET NORTH-NORTHWEST OF TWO EXISTING RADIO MASTS AND AT A POINT
 AW5803'ABOUT HALFWAY BETWEEN NINE MILE ROAD AND TEN MILE ROAD.
 AW5803'
 AW5803'TO REACH THE STATION FROM THE INTERSECTION OF 61ST STREET AND SEAWALL
 AW5803'BOULEVARD IN GALVESTON, GO WEST-SOUTHWEST ON SEAWALL BOULEVARD FOR
 AW5803'2.65 MILES TO THE JUNCTION OF FARM ROAD 3005.  BEAR RIGHT AND
 AW5803'CONTINUE WEST-SOUTHWEST ON 3005 FOR 1.3 MILES TO EIGHT MILE ROAD.
 AW5803'TURN RIGHT AND GO NORTHERLY ON EIGHT MILE ROAD FOR 0.3 MILE, THENCE
 AW5803'LEFT ON STEWART RAOD AND GO WESTERLY FOR 1.0 MILE TO NINE MILE
 AW5803'ROAD.  TURN RIGHT AND GO NORTH ON NINE MILE ROAD FOR 0.3 MILE TO
 AW5803'A T INTERSECTION.  TURN LEFT AND GO WEST-SOUTHWEST FOR
 AW5803'0.3 MILE TO THE MAST ON THE RIGHT ABOUT 300 FEET NORTH OF THE
 AW5803'ROAD.
 AW5803'
 AW5803'NOTE--THIS MAST IS TEMPORARY AND WILL BE REMOVED AT A LATER DATE.
 AW5803
 AW5803                          STATION RECOVERY (1994)
 AW5803
 AW5803'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5803'MARK NOT FOUND.
 AW5803
 AW5803                          STATION RECOVERY (2003)
 AW5803
 AW5803'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW5803'MARK NOT FOUND.
 AW5803
 AW5803                          STATION RECOVERY (2004)
 AW5803
 AW5803'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1946 ***********************************************************************
 AY1946  DESIGNATION -  CHACON
 AY1946  PID         -  AY1946
 AY1946  STATE/COUNTY-  TX/MEDINA
 AY1946  USGS QUAD   -  CASTROVILLE (1982)
 AY1946
 AY1946                         *CURRENT SURVEY CONTROL
 AY1946  ___________________________________________________________________
 AY1946* NAD 83(1993)-  29 17 41.53694(N)    098 55 39.98328(W)     ADJUSTED  
 AY1946* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 AY1946  ___________________________________________________________________
 AY1946  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AY1946  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AY1946
 AY1946  HORZ ORDER  -  FIRST
 AY1946
 AY1946.The horizontal coordinates were established by classical geodetic methods
 AY1946.and adjusted by the National Geodetic Survey in February 1996..
 AY1946
 AY1946.The orthometric height was scaled from a topographic map.
 AY1946
 AY1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1946
 AY1946.The geoid height was determined by GEOID03.
 AY1946
 AY1946;                    North         East     Units Scale Factor Converg.
 AY1946;SPC TXSC     - 4,161,979.168   607,016.682   MT  0.99986349   +0 02 07.4
 AY1946;SPC TXSC     -13,654,759.99  1,991,520.56   sFT  0.99986349   +0 02 07.4
 AY1946;UTM  14      - 3,240,657.719   507,014.834   MT  0.99960061   +0 02 07.2
 AY1946
 AY1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1946!SPC TXSC     -   0.99995776  x   0.99986349  =   0.99982126
 AY1946!UTM  14      -   0.99995776  x   0.99960061  =   0.99955839
 AY1946
 AY1946:                Primary Azimuth Mark                     Grid Az
 AY1946:SPC TXSC     -  CHACON AZ MK                             048 55 38.0
 AY1946:UTM  14      -  CHACON AZ MK                             048 55 38.2
 AY1946
 AY1946|---------------------------------------------------------------------|
 AY1946| PID    Reference Object                     Distance      Geod. Az  |
 AY1946|                                                           dddmmss.s |
 AY1946| AI0477 CHACON AZ MK                                       0485745.4 |
 AY1946| CV4507 CHACON RM 1                          17.918 METERS 20719     |
 AY1946| CV4508 CHACON RM 2                          17.148 METERS 31837     |
 AY1946|---------------------------------------------------------------------|
 AY1946
 AY1946                          SUPERSEDED SURVEY CONTROL
 AY1946
 AY1946  NAD 83(1986)-  29 17 41.53986(N)    098 55 39.96553(W) AD(       ) 1
 AY1946  NAD 27      -  29 17 40.69100(N)    098 55 38.86100(W) AD(       ) 1
 AY1946
 AY1946.Superseded values are not recommended for survey control.
 AY1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1946.See file dsdata.txt to determine how the superseded data were derived.
 AY1946
 AY1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT0701540658(NAD 83)
 AY1946_MARKER: DS = TRIANGULATION STATION DISK
 AY1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1946
 AY1946  HISTORY     - Date     Condition        Report By
 AY1946  HISTORY     - 1953     MONUMENTED       CGS
 AY1946  HISTORY     - 1977     GOOD             TXHD
 AY1946  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY1946  HISTORY     - 1988     GOOD             TXHD
 AY1946  HISTORY     - 19970506 MARK NOT FOUND   USPSQD
 AY1946  HISTORY     - 20021028 POOR             USPSQD
 AY1946
 AY1946                          STATION DESCRIPTION
 AY1946
 AY1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1946'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF CASTROVILLE
 AY1946'AND ABOUT 5 MILES SOUTHEAST OF DUNLAY ON THE TOP OF A PROMINENT
 AY1946'WOODED HILL THAT IS THE PROPERTY OF OTTO HAEGLIN WHO RESIDES
 AY1946'IN CASTROVILLE.
 AY1946'
 AY1946'TO REACH THE STATION FROM THE BRIDGE OVER THE MEDINA RIVER
 AY1946'IN CASTROVILLE, GO WEST ON U.S. HIGHWAY 90 FOR 1.7 MILES
 AY1946'TO FARM ROAD 1343 ON THE LEFT.  TURN LEFT, GO SOUTH ON FARM
 AY1946'ROAD 1343 FOR 3.8 MILES TO A WOODEN GATE ON THE RIGHT.  TURN
 AY1946'RIGHT, PASS THROUGH GATE, TURN LEFT AND GO SOUTH ALONG FENCE
 AY1946'0.5 MILE TO THE BASE OF THE HILL.  TURN RIGHT, GO WEST 0.15
 AY1946'MILE TO THE TOP OF THE HILL AND STATION.
 AY1946'
 AY1946'THE STATION MARK IS STAMPED CHACON 1953.  IT IS A STANDARD
 AY1946'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND
 AY1946'IS 12 FEET SOUTHEAST OF A WHITE WITNESS POST.
 AY1946'
 AY1946'REFERENCE MARK 1 IS STAMPED CHACON NO 1 1953.  IT IS A STANDARD
 AY1946'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 AY1946'
 AY1946'REFERENCE MARK 2 IS STAMPED CHACON NO 2 1953.  IT IS A STANDARD
 AY1946'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 AY1946'
 AY1946'THE AZIMUTH MARK IS STAMPED CHACON 1953.  IT IS A STANDARD
 AY1946'DISK SET IN THE NORTH HEADWALL OF A CATTLE GUARD, 40 FEET
 AY1946'EAST OF THE CENTER LINE OF FARM ROAD 1343 AND 2 FEET SOUTH
 AY1946'OF A WHITE WITNESS POST.
 AY1946'
 AY1946'TO REACH THE AZIMUTH MARK FROM THE GATE MENTIONED ABOVE
 AY1946'CONTINUE SOUTH ON FARM ROAD 1343 FOR 0.1 MILE TO THE MARK
 AY1946'ON THE LEFT.
 AY1946'
 AY1946'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 AY1946
 AY1946                          STATION RECOVERY (1977)
 AY1946
 AY1946'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1977 (CLJ)
 AY1946'CHACON 1953 RECOVERED FAIR - CORNER BROKEN OFF MONUMENT.
 AY1946'
 AY1946'AZIMUTH MARK RECOVERED GOOD.
 AY1946'
 AY1946'REFERENCE MARKS DESTROYED.
 AY1946'
 AY1946'THE 1953 DESCRIPTION IS ADEQUATE FOR RECOVERY.  BOTH RMS DESTROYED
 AY1946'BY ROOT PLOWS.  CORNER OF STATION MONUMENT IS BROKEN OFF, BUT BRASS
 AY1946'PLATE IS SOLID.
 AY1946'
 AY1946'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES S.W. OF
 AY1946'COSTROVILLE.
 AY1946
 AY1946                          STATION RECOVERY (1987)
 AY1946
 AY1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1946'MARK NOT FOUND.
 AY1946
 AY1946                          STATION RECOVERY (1988)
 AY1946
 AY1946'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1988 (JCW)
 AY1946'RECOVERED IN GOOD CONDITION.
 AY1946
 AY1946                          STATION RECOVERY (1997)
 AY1946
 AY1946'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1946'MARK NOT FOUND.
 AY1946
 AY1946                          STATION RECOVERY (2002)
 AY1946
 AY1946'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1946'MOVED (BULLDOZING) TO RESET CALL E.MILSTEAD
 AY1946'AZM NOT FOUND
 AY1946' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0175 ***********************************************************************
 AP0175  DESIGNATION -  CHACON RESET
 AP0175  PID         -  AP0175
 AP0175  STATE/COUNTY-  TX/MAVERICK
 AP0175  USGS QUAD   -  CHACON CREEK NW (1974)
 AP0175
 AP0175                         *CURRENT SURVEY CONTROL
 AP0175  ___________________________________________________________________
 AP0175* NAD 83(1993)-  28 53 35.68108(N)    100 09 21.63912(W)     ADJUSTED  
 AP0175* NAVD 88     -       217.80   (+/-2cm)     714.6    (feet)  VERTCON   
 AP0175  ___________________________________________________________________
 AP0175  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AP0175  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0175
 AP0175  HORZ ORDER  -  SECOND
 AP0175  VERT ORDER  -  THIRD ? (See Below)
 AP0175
 AP0175.The horizontal coordinates were established by classical geodetic methods
 AP0175.and adjusted by the National Geodetic Survey in February 1996..
 AP0175
 AP0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0175.The vertical order pertains to the NGVD 29 superseded value.
 AP0175
 AP0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0175
 AP0175.The geoid height was determined by GEOID03.
 AP0175
 AP0175;                    North         East     Units Scale Factor Converg.
 AP0175;SPC TXSC     - 4,118,024.597   487,257.949   MT  0.99989275   -0 33 58.8
 AP0175;SPC TXSC     -13,510,552.37  1,598,612.12   sFT  0.99989275   -0 33 58.8
 AP0175;UTM  14      - 3,196,707.604   387,285.015   MT  0.99975678   -0 33 31.0
 AP0175
 AP0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0175!SPC TXSC     -   0.99996938  x   0.99989275  =   0.99986214
 AP0175!UTM  14      -   0.99996938  x   0.99975678  =   0.99972617
 AP0175
 AP0175:                Primary Azimuth Mark                     Grid Az
 AP0175:SPC TXSC     -  CHACON AZ MK                             050 58 31.4
 AP0175:UTM  14      -  CHACON AZ MK                             050 58 03.6
 AP0175
 AP0175|---------------------------------------------------------------------|
 AP0175| PID    Reference Object                     Distance      Geod. Az  |
 AP0175|                                                           dddmmss.s |
 AP0175| AI0491 CHACON AZ MK                                       0502432.6 |
 AP0175| AP0176 CHACON A POINT 1972                  14.291 METERS 20308     |
 AP0175| CV4510 CHACON RM 2                          22.841 METERS 22608     |
 AP0175| CV4509 CHACON RM 1                           8.383 METERS 30259     |
 AP0175|---------------------------------------------------------------------|
 AP0175
 AP0175                          SUPERSEDED SURVEY CONTROL
 AP0175
 AP0175  NAD 83(1986)-  28 53 35.67720(N)    100 09 21.61779(W) AD(       ) 2
 AP0175  NAD 27      -  28 53 34.78033(N)    100 09 20.37843(W) AD(       ) 2
 AP0175  NGVD 29 (07/19/86)  217.68   (m)          714.2    (f) LEVELING    3  
 AP0175
 AP0175.Superseded values are not recommended for survey control.
 AP0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0175.See file dsdata.txt to determine how the superseded data were derived.
 AP0175
 AP0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS8728596708(NAD 83)
 AP0175_MARKER: DH = HORIZONTAL CONTROL DISK
 AP0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AP0175_STAMPING: CHACON 1972 1982
 AP0175_MARK LOGO: NGS   
 AP0175_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AP0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0175+STABILITY: SURFACE MOTION
 AP0175
 AP0175  HISTORY     - Date     Condition        Report By
 AP0175  HISTORY     - 1982     MONUMENTED       NGS
 AP0175
 AP0175                          STATION DESCRIPTION
 AP0175
 AP0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AP0175'THE STATION SURFACE MARK WAS FOUND DESTROYED.  ALL THE OTHER MARKS
 AP0175'WERE FOUND IN GOOD CONDITION.  A NEW SURFACE DISK WAS SET OVER THE
 AP0175'UNDERGROUND DISK.  ALL THE DISTANCES AND DIRECTIONS CHECKED WITH THE
 AP0175'1972 DESCRIPTION.  THE STATION IS LOCATED 40 KM (24.85 MI) NORTHEAST
 AP0175'OF EAGLE PASS, 32 KM (19.90 MI) WEST OF LA PRYOR, 4.80 KM (3.00 MI)
 AP0175'WEST OF THE MAVERICK AND ZAVALA COUNTY LINE AND ON THE NORTH
 AP0175'RIGT-OF-WAY OF U.S HIGHWAY 57.  TO REACH FROM THE JUNCTION OF U.S
 AP0175'HIGHWAYS 83 AND 57 IN LA PRYOR, GO WESTERLY ON U.S HIGHWAY 57 FOR
 AP0175'30.48 KM (18.95 MI) TO THE MAVERICK AND ZAVALA COUNTY LINE.  CONTINUE
 AP0175'WESTERLY FOR 3.68 KM (2.30 MI) TO THE AZIMUTH MARK ON THE LEFT AT A
 AP0175'CONCRETE CULVERT.  CONTINUE WEST FOR 0.54 KM (0.35 MI) TO THE STATION
 AP0175'ON THE RIGHT.  STATION MARK, STAMPED---CHACON 1972 1982---, IS A
 AP0175'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 AP0175'THE GROUND.  IT IS 29.57 METERS (97.01 FT) NORTH OF THE CENTER OF THE
 AP0175'HIGHWAY, 0.61 METERS (2.00 FT) SOUTH OF A FENCE AND 0.52 METERS (1.71
 AP0175'FT) WEST OF A WITNESS POST.  REFERENCE MARK 1, STAMPED---CHACON NO 1
 AP0175'1972---, IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 AP0175'MONUMENT FLUSH WITH THE GROUND.  IT IS 29.87 METERS (98.00 FT) NORTH
 AP0175'OF THE CENTER OF THE HIGHWAY, 7.92 METERS (25.98 FT) EAST OF A WITNESS
 AP0175'POST AND 0.30 METER (0.98 FT) SOUTH OF A FENCE.  REFERENCE MARK 2,
 AP0175'STAMPED---CHACON NO 2 1972---, IS A STANDARD DISK SET IN THE TOP OF A
 AP0175'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 29.87 METERS
 AP0175'(98.00 FT) NORTH OF THE HIGHWAY, 28.04 METERS (91.99 FT) EAST OF A
 AP0175'POWER LINE POLE AND 0.30 METER (0.98 FT) SOUTH OF A FENCE. AZIMUTH
 AP0175'MARK, STAMPED---CHACON 1972---, IS A STANDARD DISK SET IN A DRILL HOLE
 AP0175'IN THE WEST ABUTMENT OF A CONCRETE CULVERT.  IT IS 14.48 METERS (47.51
 AP0175'FT) SOUTH OF THE CENTER OF THE HIGHWAY, 3.81 METERS (12.50 FT) NORTH
 AP0175'OF A FENCE AND 0.37 METER (1.21 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0838 ***********************************************************************
 CB0838  DESIGNATION -  CHADBOURNE
 CB0838  PID         -  CB0838
 CB0838  STATE/COUNTY-  TX/COKE
 CB0838  USGS QUAD   -  BRONTE (1987)
 CB0838
 CB0838                         *CURRENT SURVEY CONTROL
 CB0838  ___________________________________________________________________
 CB0838* NAD 83(1993)-  31 59 50.22583(N)    100 16 32.95039(W)     ADJUSTED  
 CB0838* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 CB0838  ___________________________________________________________________
 CB0838  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CB0838  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CB0838
 CB0838  HORZ ORDER  -  SECOND
 CB0838
 CB0838.The horizontal coordinates were established by classical geodetic methods
 CB0838.and adjusted by the National Geodetic Survey in February 1996..
 CB0838
 CB0838.The orthometric height was scaled from a topographic map.
 CB0838
 CB0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0838
 CB0838.The geoid height was determined by GEOID03.
 CB0838
 CB0838;                    North         East     Units Scale Factor Converg.
 CB0838;SPC TX C     - 3,258,377.519   705,434.995   MT  1.00003260   +0 01 46.6
 CB0838;SPC TX C     -10,690,193.58  2,314,414.65   sFT  1.00003260   +0 01 46.6
 CB0838;SPC TXNC     - 2,038,082.172   432,193.489   MT  1.00004046   -0 58 06.7
 CB0838;SPC TXNC     - 6,686,607.93  1,417,954.81   sFT  1.00004046   -0 58 06.7
 CB0838;UTM  14      - 3,540,845.804   379,484.073   MT  0.99977912   -0 40 34.0
 CB0838
 CB0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0838!SPC TX C     -   0.99990535  x   1.00003260  =   0.99993795
 CB0838!SPC TXNC     -   0.99990535  x   1.00004046  =   0.99994581
 CB0838!UTM  14      -   0.99990535  x   0.99977912  =   0.99968449
 CB0838
 CB0838:                Primary Azimuth Mark                     Grid Az
 CB0838:SPC TX C     -  HYLTON                                   020 50 34.9
 CB0838:SPC TXNC     -  HYLTON                                   021 50 28.2
 CB0838:UTM  14      -  HYLTON                                   021 32 55.5
 CB0838
 CB0838|---------------------------------------------------------------------|
 CB0838| PID    Reference Object                     Distance      Geod. Az  |
 CB0838|                                                           dddmmss.s |
 CB0838| CU0939 HYLTON                              APPROX.13.0 KM 0205221.5 |
 CB0838| CV4511 CHADBOURNE AZ MK                                   1803224.5 |
 CB0838| CB0837 CHADBOURNE 2                         22.570 METERS 31257     |
 CB0838| CV4513 CHADBOURNE RM 2                      18.860 METERS 35657     |
 CB0838|---------------------------------------------------------------------|
 CB0838
 CB0838                          SUPERSEDED SURVEY CONTROL
 CB0838
 CB0838  NAD 83(1986)-  31 59 50.23161(N)    100 16 32.93703(W) AD(       ) 2
 CB0838  NAD 27      -  31 59 49.73200(N)    100 16 31.59700(W) AD(       ) 2
 CB0838
 CB0838.Superseded values are not recommended for survey control.
 CB0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0838.See file dsdata.txt to determine how the superseded data were derived.
 CB0838
 CB0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA7948440846(NAD 83)
 CB0838_MARKER: DS = TRIANGULATION STATION DISK
 CB0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0838
 CB0838  HISTORY     - Date     Condition        Report By
 CB0838  HISTORY     - 1935     MONUMENTED       CGS
 CB0838  HISTORY     - 1936     GOOD             TXGS
 CB0838  HISTORY     - 1937     GOOD             TXHD
 CB0838  HISTORY     - 1942     GOOD             CGS
 CB0838  HISTORY     - 1958     SEE DESCRIPTION  CGS
 CB0838
 CB0838                          STATION DESCRIPTION
 CB0838
 CB0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0838'STATION IS LOCATED 1 MILE ESE OF FORT CHADBOURNE RAILROAD STATION,
 CB0838'ON THE W SIDE OF STATE HIGHWAY 70.  STATION IS 45 FEET W OF
 CB0838'CENTER LINE OF STATE HIGHWAY 70, 10 FEET NW OF TRIANGULAR
 CB0838'BLAZED TREE, AND 6 FEET E OF N-S FENCE LINE.  MARK PROJECTS
 CB0838'6 INCHES.
 CB0838'
 CB0838'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CB0838'DISKS SET IN CONCRETE.
 CB0838'
 CB0838'THE AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN DRILL HOLE
 CB0838'IN OUTCROPPING BEDROCK.
 CB0838'
 CB0838'REFERENCE MARK NO. 1 IS E OF STATION, IN N-S FENCE LINE, 50
 CB0838'FEET E OF CENTER LINE OF STATE HIGHWAY 70.
 CB0838'
 CB0838'REFERENCE MARK NO. 2 IS N OF STATION, IN N FENCE LINE, 50 FEET
 CB0838'W OF CENTER LINE OF STATE HIGHWAY 70.
 CB0838'
 CB0838'AZIMUTH MARK IS 0.55 MILE S OF STATION, 40 FEET W OF CENTER
 CB0838'LINE OF HIGHWAY.  TO REACH THE AZIMUTH MARK FROM STATION, GO
 CB0838'S ON STATE HIGHWAY 70 FOR 0.55 MILE TO MARK ON RIGHT SET IN
 CB0838'OUTCROPPING BEDROCK, 10 FEET E OF N-S FENCE LINE.
 CB0838'
 CB0838'TO REACH THE STATION FROM BLACKWELL, GO S ON STATE HIGHWAY 70
 CB0838'FOR 6.8 MILES TO TOP OF GRADE AND STATION IN RIGHT-OF-WAY ON
 CB0838'RIGHT.
 CB0838'
 CB0838'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CB0838
 CB0838                          STATION RECOVERY (1936)
 CB0838
 CB0838'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1936
 CB0838'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION CORRECT.
 CB0838
 CB0838                          STATION RECOVERY (1937)
 CB0838
 CB0838'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0838'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS
 CB0838'DESCRIBED.  DESCRIPTION FOR LOCATION STATION IS GOOD.
 CB0838
 CB0838                          STATION RECOVERY (1942)
 CB0838
 CB0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GMF)
 CB0838'STATION RECOVERED AS DESCRIBED.  NO EFFORT WAS MADE TO RECOVER
 CB0838'THE AZIMUTH MARK.
 CB0838
 CB0838                          STATION RECOVERY (1958)
 CB0838
 CB0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CB0838'THIS STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 CB0838'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WHICH HAD BEEN SET
 CB0838'IN BEDROCK IN THE HIGHWAY GUTTER WAS COVERED WITH SAND AND NOT
 CB0838'RECOVERABLE.  CHADBOURNE 2 1958 WAS ESTABLISHED IN THE VICINITY
 CB0838'AND REFERENCE NO. 1 WAS RETAINED AS A REFERENCE MARK.  THE
 CB0838'STATION MARK AND REFERENCE MARK NO 2 WERE REMOVED FROM NEW
 CB0838'HIGHWAY CONSTRUCTION AREAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0837 ***********************************************************************
 CB0837  DESIGNATION -  CHADBOURNE 2
 CB0837  PID         -  CB0837
 CB0837  STATE/COUNTY-  TX/COKE
 CB0837  USGS QUAD   -  BRONTE (1987)
 CB0837
 CB0837                         *CURRENT SURVEY CONTROL
 CB0837  ___________________________________________________________________
 CB0837* NAD 83(1993)-  31 59 50.72517(N)    100 16 33.57969(W)     ADJUSTED  
 CB0837* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 CB0837  ___________________________________________________________________
 CB0837  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CB0837  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CB0837
 CB0837  HORZ ORDER  -  THIRD
 CB0837
 CB0837.The horizontal coordinates were established by classical geodetic methods
 CB0837.and adjusted by the National Geodetic Survey in February 1996..
 CB0837.No horizontal observational check was made to the station.
 CB0837
 CB0837.The orthometric height was scaled from a topographic map.
 CB0837
 CB0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0837
 CB0837.The geoid height was determined by GEOID03.
 CB0837
 CB0837;                    North         East     Units Scale Factor Converg.
 CB0837;SPC TX C     - 3,258,392.892   705,418.468   MT  1.00003264   +0 01 46.3
 CB0837;SPC TX C     -10,690,244.01  2,314,360.42   sFT  1.00003264   +0 01 46.3
 CB0837;SPC TXNC     - 2,038,097.830   432,177.233   MT  1.00004041   -0 58 07.0
 CB0837;SPC TXNC     - 6,686,659.30  1,417,901.47   sFT  1.00004041   -0 58 07.0
 CB0837;UTM  14      - 3,540,861.375   379,467.740   MT  0.99977917   -0 40 34.3
 CB0837
 CB0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0837!SPC TX C     -   0.99990535  x   1.00003264  =   0.99993799
 CB0837!SPC TXNC     -   0.99990535  x   1.00004041  =   0.99994576
 CB0837!UTM  14      -   0.99990535  x   0.99977917  =   0.99968454
 CB0837
 CB0837|---------------------------------------------------------------------|
 CB0837| PID    Reference Object                     Distance      Geod. Az  |
 CB0837|                                                           dddmmss.s |
 CB0837| CV4512 CHADBOURNE RM 1                      47.029 METERS 10722     |
 CB0837| CB0838 CHADBOURNE                           22.570 METERS 13257     |
 CB0837| CV4514 CHADBOURNE 2 RM 2                    19.475 METERS 35950     |
 CB0837|---------------------------------------------------------------------|
 CB0837
 CB0837                          SUPERSEDED SURVEY CONTROL
 CB0837
 CB0837  NAD 83(1986)-  31 59 50.73094(N)    100 16 33.56632(W) AD(       ) 3
 CB0837  NAD 27      -  31 59 50.23140(N)    100 16 32.22620(W) AD(       ) 3
 CB0837
 CB0837.Superseded values are not recommended for survey control.
 CB0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0837.See file dsdata.txt to determine how the superseded data were derived.
 CB0837
 CB0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA7946840861(NAD 83)
 CB0837_MARKER: DS = TRIANGULATION STATION DISK
 CB0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0837_STAMPING: CHADBOURNE 2 1958
 CB0837_MARK LOGO: CGS   
 CB0837_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CB0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0837+STABILITY: SURFACE MOTION
 CB0837
 CB0837  HISTORY     - Date     Condition        Report By
 CB0837  HISTORY     - 1958     MONUMENTED       CGS
 CB0837  HISTORY     - 1970     GOOD             NGS
 CB0837  HISTORY     - 19830520 GOOD             NGS
 CB0837
 CB0837                          STATION DESCRIPTION
 CB0837
 CB0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CB0837'STATION IS LOCATED ABOUT 1 MILE ESE OF OLD FORT CHADBOURNE
 CB0837'RAILROAD STATION, ALONG THE WEST SIDE OF U.S. HIGHWAY NO. 277
 CB0837'AND ABOUT 1 MILE SOUTH OF THE JUNCTION OF HIGHWAYS NO. 70 AND
 CB0837'277.  IT IS ABOUT 7.6 MILES NORTH OF THE MAIN STREET INTERSECTION
 CB0837'IN BRONTE, ON A LOW DIVIDE ABOUT 150 YARDS NORTHEAST OF A
 CB0837'GRAVEL PIT AND 75 YARDS NORTH OF THE ROAD AND GATE ENTERING
 CB0837'THE PIT FROM THE HIGHWAY.  IT IS ABOUT 2 FEET EAST OF THE WEST
 CB0837'RIGHT-OF-WAY FENCE AND ABOUT 6 FEET LOWER THAN THE HIGHEST
 CB0837'POINT OF THE DIVIDE.  A STANDARD DISK STAMPED CHADBOURNE 2 1958
 CB0837'IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 CB0837'
 CB0837'REFERENCE NO. 2 IS A STANDARD DISK STAMPED CHARBOURNE 2 1958
 CB0837'NO. 2 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES AND IS ABOUT
 CB0837'1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.
 CB0837'
 CB0837'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHADBOURNE 1935
 CB0837'NO. 1 IN A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND,
 CB0837'1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE AND IS 10 FEET NORTH
 CB0837'OF HIGHWAY SURVEY STATION NO. 343.
 CB0837'
 CB0837'TO REACH FROM BRONTE.  GO NORTH ON HIGHWAY NO. 277 FROM THE
 CB0837'MAIN STREET INTERSECTION, 07.6 MILES TO THE TOP OF THE LOW DIVIDE
 CB0837'AND THE STATION ON THE LEFT AS DESCRIBED.
 CB0837
 CB0837                          STATION RECOVERY (1970)
 CB0837
 CB0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WFF)
 CB0837'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CB0837'CONDITION.
 CB0837'
 CB0837'A NEW TO REACH THE STATION FOLLOWS.
 CB0837'
 CB0837'TO REACH FROM THE MAIN STREET AND STATE HIGHWAY 277 JUNCTION
 CB0837'IN BRONTE, GO NORTH ON STATE HIGHWAY 277 FOR 7.56 MILES TO THE
 CB0837'TOP OF A LOW DIVIDE.  STATION IS 534 FEET SOUTH OF THE CENTER OF
 CB0837'A GRAVEL ROAD LEADING TO THE FORT CHADBOURN MICROWAVE STATION
 CB0837'AND SSE OF THE STATION TOWER.  THE STATION IS ONE FOOT EAST OF
 CB0837'THE WEST RIGHT OF WAY HIGHWAY FENCE AND 88 FEET WEST OF THE
 CB0837'CENTER LINE OF STATE HIGHWAY 277.
 CB0837'
 CB0837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.56 MILES
 CB0837'NORTH OF BRONTE
 CB0837
 CB0837                          STATION RECOVERY (1983)
 CB0837
 CB0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 CB0837'THE STATION IS LOCATED 48.0 KM (29.80 MI) NORTH OF SAN ANGELO, 12.8 KM
 CB0837'(7.95 MI) NORTH OF BRONTE, ALONG THE WEST RIGHT-OF-WAY OF U.S HIGHWAY
 CB0837'277 AND ON A HIGH CUT BANK ABOUT 9 METERS (29.5 FT) HIGHER THAN THE
 CB0837'HIGHWAY.  ALL THE MARKS WERE FOUND IN GOOD CONDITION WITH THE
 CB0837'EXCEPTION OF THE AZIMUTH MARK.  NO PLACE WAS FOUND TO PUT AN AZIMUTH
 CB0837'MARK AND NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS ACROSS
 CB0837'THE HIGHWAY.  TO REACH FROM THE MAIN INTERSECTION IN BRONTE, GO NORTH
 CB0837'ON U.S HIGHWAY 277 FOR 12.48 KM (7.75 MI) TO A CUT BANK ON THE LEFT
 CB0837'AND THE STATION ON TOP OF THE BANK.  STATION MARK,
 CB0837'STAMPED---CHADBOURNE 2 1958---, IS A STANDARD DISK SET IN THE TOP OF A
 CB0837'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 17.68 METERS
 CB0837'(58.01 FT) WEST OF THE CENTER OF THE HIGHWAY, 3.66 METERS (12.01 FT)
 CB0837'WEST OF THE EDGE OF THE CUT BANK AND 0.61 METER (2.00 FT) EAST OF A
 CB0837'FENCE.  REFERENCE MARK 1, STAMPED---CHADBOURNE 1935 NO 1---, IS A
 CB0837'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 CB0837'5 CM.  IT IS THE REFERENCE MARK 1 FOR OLD STATION CHADBOURNE.  THE
 CB0837'MARK IS 18.3 METERS (60.0 FT) EAST OF THE CENTER OF THE HIGHWAY, 6.1
 CB0837'METER (20.0 FT) EAST OF THE CUT BANK EDGE AND 0.30 METER (0.98 FT)
 CB0837'EAST OF A FENCE.  REFERENCE MARK 2, STAMPED---CHADBOURNE 2 1958 NO
 CB0837'2---, IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 CB0837'PROJECTING 5 CM.  IT IS 18.0 METERS (59.1 FT) WEST OF THE CENTER OF
 CB0837'THE HIGHWAY, 5.5 METERS (18.0 FT) WEST OF THE CUT BANK EDGE AND 0.30
 CB0837'METER (0.98 FT) WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0492 ***********************************************************************
 BO0492  DESIGNATION -  CHALK
 BO0492  PID         -  BO0492
 BO0492  STATE/COUNTY-  TX/SUTTON
 BO0492  USGS QUAD   -  CAVERNS OF SONORA (1982)
 BO0492
 BO0492                         *CURRENT SURVEY CONTROL
 BO0492  ___________________________________________________________________
 BO0492* NAD 83(1993)-  30 32 34.41644(N)    100 48 58.63318(W)     ADJUSTED  
 BO0492* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 BO0492  ___________________________________________________________________
 BO0492  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 BO0492  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 BO0492
 BO0492  HORZ ORDER  -  SECOND
 BO0492
 BO0492.The horizontal coordinates were established by classical geodetic methods
 BO0492.and adjusted by the National Geodetic Survey in February 1996..
 BO0492
 BO0492.The orthometric height was scaled from a topographic map.
 BO0492
 BO0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0492
 BO0492.The geoid height was determined by GEOID03.
 BO0492
 BO0492;                    North         East     Units Scale Factor Converg.
 BO0492;SPC TX C     - 3,097,235.271   653,661.475   MT  0.99991355   -0 14 55.5
 BO0492;SPC TX C     -10,161,512.72  2,144,554.36   sFT  0.99991355   -0 14 55.5
 BO0492;UTM  14      - 3,380,348.508   325,770.452   MT  0.99997449   -0 55 23.7
 BO0492
 BO0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0492!SPC TX C     -   0.99989308  x   0.99991355  =   0.99980664
 BO0492!UTM  14      -   0.99989308  x   0.99997449  =   0.99986758
 BO0492
 BO0492:                Primary Azimuth Mark                     Grid Az
 BO0492:SPC TX C     -  CHALK AZ MK                              057 21 09.0
 BO0492:UTM  14      -  CHALK AZ MK                              058 01 37.2
 BO0492
 BO0492|---------------------------------------------------------------------|
 BO0492| PID    Reference Object                     Distance      Geod. Az  |
 BO0492|                                                           dddmmss.s |
 BO0492| CV4515 CHALK AZ MK                                        0570613.5 |
 BO0492| CV4516 CHALK RM 1                           17.895 METERS 11937     |
 BO0492| CV4517 CHALK RM 2                           20.910 METERS 21022     |
 BO0492|---------------------------------------------------------------------|
 BO0492
 BO0492                          SUPERSEDED SURVEY CONTROL
 BO0492
 BO0492  NAD 83(1986)-  30 32 34.41812(N)    100 48 58.61913(W) AD(       ) 2
 BO0492  NAD 27      -  30 32 33.76800(N)    100 48 57.27100(W) AD(       ) 2
 BO0492
 BO0492.Superseded values are not recommended for survey control.
 BO0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0492.See file dsdata.txt to determine how the superseded data were derived.
 BO0492
 BO0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU2577080349(NAD 83)
 BO0492_MARKER: DS = TRIANGULATION STATION DISK
 BO0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0492_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0492
 BO0492  HISTORY     - Date     Condition        Report By
 BO0492  HISTORY     - 1943     MONUMENTED       CGS
 BO0492  HISTORY     - 1944     GOOD             CGS
 BO0492
 BO0492                          STATION DESCRIPTION
 BO0492
 BO0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0492'STATION IS LOCATED ON A SMALL, PROMINENT, BRUSH-COVERED KNOLL
 BO0492'WHICH RISES ABOUT 15 FEET ABOVE THE GENERAL LEVEL OF A LONG
 BO0492'RIDGE RUNNING E AND W.  IT IS ABOUT 28 MILES ESE OF OZONA, 6.0
 BO0492'MILES S OF THE GILES HILL RANCH, 0.5 MILE SSW OF A WINDMILL
 BO0492'AND TANK, AND 60 FEET N OF AN E-W, SHEEP-TIGHT FENCE.  ABOUT
 BO0492'2,000 POUNDS OF ROCK WAS USED TO WEIGHT DOWN THE TOWER AND
 BO0492'SHOULD REMAIN ON THE STATION SITE EVEN IF THE TOWER IS REMOVED.
 BO0492'
 BO0492'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 BO0492'CYLINDRICAL POST OF CONCRETE WHICH PROJECTS ABOUT 4 INCHES.
 BO0492'IT IS STAMPED CHALK 1943.
 BO0492'
 BO0492'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 BO0492'OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.  IT
 BO0492'IS STAMPED CHALK NO 1 1943.
 BO0492'
 BO0492'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 BO0492'OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.  IT
 BO0492'IS STAMPED CHALK NO 2 1943.
 BO0492'
 BO0492'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 BO0492'A BOULDER.  IT IS STAMPED CHALK 1943.  IT IS LOCATED 0.85
 BO0492'MILE NE OF THE STATION ON A LOW RIDGE, ABOUT 0.40 MILE NE OF
 BO0492'THE WINDMILL AND TANK MENTIONED ABOVE, AND 5 FEET N OF A DIM
 BO0492'TRACK ROAD LEADING TO THE STATION.
 BO0492'
 BO0492'TO REACH STATION FROM OZONA, GO E ON U.S. HIGHWAY 290 FOR 27
 BO0492'MILES, TURN RIGHT (S) ONTO A BLADED ROAD TOWARD THE
 BO0492'HILL RANCH FOR 5.0 MILES, TURN LEFT AND GO 50 FEET TO A TRACK
 BO0492'ROAD TO THE RIGHT OR S, TURN RIGHT AND GO 0.2 MILE TO A LONE
 BO0492'WELL ON THE RIGHT.  BEAR TO THE LEFT ACROSS A SIDE WASH ABOUT
 BO0492'100 YARDS TO A TRACK ROAD IN FROM THE LEFT, CONTINUE STRAIGHT
 BO0492'AHEAD (S) FOR 0.8 MILE TO A GATE, PASS THROUGH THE GATE AND
 BO0492'CONTINUE S ON A DIM TRACK ROAD 0.6 MILE TO THE END OF THE ROAD
 BO0492'AT A WELL AND OPEN WATER TANK.  FROM THIS POINT DRIVE
 BO0492'STRAIGHT S UP THE ROCKY SLOPE TO THE TOP AT A FENCE AND THE
 BO0492'STATION, ABOUT 0.5 MILE FROM THE WELL.
 BO0492'
 BO0492'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 BO0492
 BO0492                          STATION RECOVERY (1944)
 BO0492
 BO0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0492'ALL MARKS RECOVERED IN GOOD CONDITION.
 BO0492'
 BO0492'STATION IS LOCATED ON A GRASSY, THINLY WOODED RIDGE RUNNING
 BO0492'E AND W.  BY AIR LINE DISTANCES, ABOUT 11 MILES W OF SONORA, 25
 BO0492'MILES ESE OF OZONA, 6 MILES SSW OF U.S. HIGHWAY 290, AND 4-1/2
 BO0492'MILES E OF DEVILS RIVER.  IT IS 70 FEET N OF FENCELINE AND 7
 BO0492'FEET W OF A WHITE WOODEN WITNESS POST.  LARGE BOULDERS USED TO
 BO0492'WEIGHT THE SIGNAL WILL BE IN THE IMMEDIATE VICINITY.  MARK
 BO0492'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 BO0492'
 BO0492'REFERENCE MARK 1 IS 35 FEET N OF THE FENCELINE, AT THE W EDGE
 BO0492'OF A SMALL PATCH OF BRUSH.  IT PROJECTS ABOUT 4 INCHES ABOVE
 BO0492'GROUND.
 BO0492'
 BO0492'REFERENCE MARK 2 IS 5 FEET N OF THE FENCELINE.  IT PROJECTS
 BO0492'ABOUT 2 INCHES ABOVE GROUND.
 BO0492'
 BO0492'AZIMUTH MARK IS 0.4 MILE ESE OF THE LAST-MENTIONED WINDMILL
 BO0492'BELOW, 3 FEET W OF A WHITE WOODEN WITNESS POST, AND PROJECTS
 BO0492'ABOUT 2 INCHES ABOVE GROUND.
 BO0492'
 BO0492'TO REACH FROM SONORA, GO W ON U.S. HIGHWAY 290, TOWARD OZONA,
 BO0492'8.4 MILES TO A DIRT T-ROAD LEFT AT SIGN HILL ROAD.  TURN LEFT
 BO0492'ON THIS ROAD AND FOLLOW IT S 5.0 MILES TO A T-ROAD LEFT.  TURN
 BO0492'LEFT ABOUT 50 FEET TO A FORK.  TAKE RIGHT FORK 0.3 MILE.  A
 BO0492'LONE WINDMILL IS JUST ACROSS THE MAIN WASH FROM HERE.  BEAR
 BO0492'LEFT ACROSS A SIDE WASH, KEEPING TO LEFT OF MAIN WASH, FOR 100
 BO0492'YARDS TO A TRACK ROAD COMING IN FROM LEFT.  FOLLOW THIS TRACK
 BO0492'ROAD STRAIGHT AHEAD, S, 0.8 MILE TO A GATE.  PASS THROUGH THE
 BO0492'GATE AND BEAR LEFT WITH MAIN ROAD 0.7 MILE TO END OF ROAD AT
 BO0492'A WIND-MILL, TANK, AND WATER TROUGH.  FROM HERE THE STATION
 BO0492'IS ABOUT 1/2 MILE SW.  GO E, CROSSING WASH WHICH PASSES
 BO0492'ALONG N SIDE OF WINDMILL, THENCE ALONG N SIDE OF WASH AND UP
 BO0492'ROCKY HILLSIDE, STILL TRAVELING E, 0.4 MILE TO TOP OF RIDGE
 BO0492'AND AZIMUTH MARK AT WHITE WOODEN WITNESS POST.  HERE BEAR
 BO0492'RIGHT ALONG RIDGE, SW, 0.8 MILE TO TOP OF GRASSY KNOLL AND
 BO0492'STATION.
 BO0492'
 BO0492'NOTE--SMALL AMOUNT OF CLEARING NEAR STATION REQUIRED TO SEE
 BO0492'FROM GROUND.  25-FOOT SIGNAL USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3136 ***********************************************************************
 CS3136  DESIGNATION -  CHALK
 CS3136  PID         -  CS3136
 CS3136  STATE/COUNTY-  TX/SOMERVELL
 CS3136  USGS QUAD   -  CHALK MOUNTAIN (1979)
 CS3136
 CS3136                         *CURRENT SURVEY CONTROL
 CS3136  ___________________________________________________________________
 CS3136* NAD 83(1993)-  32 09 44.08202(N)    097 52 38.98585(W)     ADJUSTED  
 CS3136* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 CS3136  ___________________________________________________________________
 CS3136  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CS3136  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS3136
 CS3136  HORZ ORDER  -  SECOND
 CS3136
 CS3136.The horizontal coordinates were established by classical geodetic methods
 CS3136.and adjusted by the National Geodetic Survey in February 1996..
 CS3136
 CS3136.The orthometric height was scaled from a topographic map.
 CS3136
 CS3136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3136
 CS3136.The geoid height was determined by GEOID03.
 CS3136
 CS3136;                    North         East     Units Scale Factor Converg.
 CS3136;SPC TXNC     - 2,055,130.224   658,717.729   MT  0.99999212   +0 20 22.2
 CS3136;SPC TXNC     - 6,742,539.74  2,161,143.08   sFT  0.99999212   +0 20 22.2
 CS3136;SPC TX C     - 3,279,226.471   931,651.511   MT  1.00008684   +1 15 53.6
 CS3136;SPC TX C     -10,758,595.51  3,056,593.33   sFT  1.00008684   +1 15 53.6
 CS3136;UTM  14      - 3,558,971.509   605,842.324   MT  0.99973815   +0 35 51.3
 CS3136
 CS3136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3136!SPC TXNC     -   0.99994232  x   0.99999212  =   0.99993444
 CS3136!SPC TX C     -   0.99994232  x   1.00008684  =   1.00002916
 CS3136!UTM  14      -   0.99994232  x   0.99973815  =   0.99968049
 CS3136
 CS3136|---------------------------------------------------------------------|
 CS3136| PID    Reference Object                     Distance      Geod. Az  |
 CS3136|                                                           dddmmss.s |
 CS3136| CX9194 CHALK RM 1                           38.895 METERS 04004     |
 CS3136| CX9195 CHALK RM 2                           22.052 METERS 14632     |
 CS3136| CX9193 CHALK AZ MK                                        2705125.6 |
 CS3136|---------------------------------------------------------------------|
 CS3136
 CS3136                          SUPERSEDED SURVEY CONTROL
 CS3136
 CS3136  NAD 83(1986)-  32 09 44.08762(N)    097 52 38.96558(W) AD(       ) 2
 CS3136  NAD 27      -  32 09 43.56800(N)    097 52 37.85600(W) AD(       ) 2
 CS3136
 CS3136.Superseded values are not recommended for survey control.
 CS3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3136.See file dsdata.txt to determine how the superseded data were derived.
 CS3136
 CS3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA0584258972(NAD 83)
 CS3136_MARKER: DD = SURVEY DISK
 CS3136_SETTING: 0 = UNSPECIFIED SETTING
 CS3136
 CS3136  HISTORY     - Date     Condition        Report By
 CS3136  HISTORY     - 1944     MONUMENTED       CGS
 CS3136  HISTORY     - 1947     GOOD             LOCSUR
 CS3136  HISTORY     - 1953     GOOD             CGS
 CS3136  HISTORY     - 1960     GOOD             CGS
 CS3136  HISTORY     - 1967     GOOD             CGS
 CS3136
 CS3136                          STATION DESCRIPTION
 CS3136
 CS3136'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3136'STATION IS LOCATED ON CHALK MOUNTAIN, ABOUT 12 MILES S OF
 CS3136'GLEN ROSE, AND 1.5 MILES N OF THE VILLAGE OF CHALK MOUNTAIN.
 CS3136'THE MARK IS 15 FEET N OF AN OLD FENCE LINE AT THE SW EDGE
 CS3136'OF A FARM AND 48 PACES SE OF THE SE CORNER OF THE FARMHOUSE.
 CS3136'IT PROJECTS ABOUT 6 INCHES.
 CS3136'
 CS3136'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS3136'DISKS SET IN CONCRETE.
 CS3136'
 CS3136'REFERENCE MARK 1 IS NE OF THE STATION, 45 FEET SW OF A SMALL
 CS3136'SHED AT THE NE CORNER OF THE FARMYARD.  IT PROJECTS ABOUT
 CS3136'4 INCHES.
 CS3136'
 CS3136'REFERENCE MARK 2 IS SE OF THE STATION, 27 FEET S OF OLD FENCE
 CS3136'LINE IN A BRUSH-COVERED AREA.  IT PROJECTS ABOUT 6 INCHES.
 CS3136'
 CS3136'AZIMUTH MARK IS SW OF THE STATION, AT THE SE CORNER OF A
 CS3136'SMALL CULTIVATED FIELD, 25 FEET W OF FARM ROAD, AND 0.1 MILE
 CS3136'NW OF A WINDMILL.  IT PROJECTS ABOUT 4 INCHES.  NOT V.G.
 CS3136'FROM THE STATION.
 CS3136'
 CS3136'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CS3136'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CS3136'
 CS3136'TO REACH THE STATION FROM THE COURTHOUSE IN GLEN ROSE, GO S
 CS3136'ON U.S. HIGHWAY 67 FOR 7.0 MILES TO AN OLD GAS STATION ON
 CS3136'THE RIGHT AND A SCHOOLHOUSE ON THE LEFT.  CONTINUE ON HIGHWAY
 CS3136'67 FOR 4.85 MILES TO THE TOP OF THE MOUNTAIN AND A DIRT ROAD
 CS3136'ON THE LEFT JUST AFTER PASSING TWO MAIL BOXES.  TURN LEFT
 CS3136'THROUGH A WIRE GATE AND GO 0.7 MILE TO A FORK.  TAKE RIGHT
 CS3136'FORK FOR 0.15 MILE TO A DIM ROAD LEADING LEFT THROUGH A WIRE
 CS3136'GATE JUST AFTER PASSING A WINDMILL AND A SMALL SHED ON THE
 CS3136'LEFT (THE AZIMUTH MARK IS 0.1 MILE NW OF THIS POINT).  TURN
 CS3136'LEFT THROUGH THE GATE AND GO 0.35 MILE TO ANOTHER WIRE GATE.
 CS3136'PASS THROUGH THE GATE AND FOLLOW THE ROAD UP A ROCKY GRADE
 CS3136'FOR 0.35 MILE TO TOP OF HILL AT AN OLD FARMHOUSE AND THE
 CS3136'STATION.
 CS3136'
 CS3136'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CS3136
 CS3136                          STATION RECOVERY (1947)
 CS3136
 CS3136'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (GWB)
 CS3136'RECOVERED BY G.W. BLACK, H.P.S.
 CS3136'
 CS3136'REVISED LOCATION TO READ--CONTINUE ON HIGHWAY 67 FOR 4.85
 CS3136'MI. TO THE TOP OF THE MOUNTAIN AND A GRAVEL ROAD ON THE LEFT
 CS3136'JUST AFTER PASSING TWO MAILBOXES.  TURN LEFT ON GRAVEL ROAD
 CS3136'FOR ABOUT 1.50 MI. TO A DIM TRAIL ON THE LEFT.  FOLLOW THIS
 CS3136'DIM TRAIL FOR ABOUT 1 MI. TO THE FARMHOUSE AND STATION.
 CS3136
 CS3136                          STATION RECOVERY (1953)
 CS3136
 CS3136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3136'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 CS3136'STATION IS IN SOMERVELL COUNTY AND NOT IN JOHNSON AS DESCRIBED
 CS3136'ORIGINALLY.  IT IS IN AN ABANDONED FARMYARD, AND GATES TO
 CS3136'THE AREA ARE LOCKED.  LOCAL INQUIRY SHOULD BE MADE BEFORE GOING
 CS3136'TO THE STATION.  THE ROUTE FOLLOWED IN 1953 IS AS FOLLOWS--
 CS3136'
 CS3136'FROM THE COURTHOUSE IN GLEN ROSE, GO W FOR 0.4 MI. TO HIGHWAY
 CS3136'67.  THEN GO W ON HIGHWAY 67 FOR 7.7 MI.  TURN LEFT OFF THE
 CS3136'HIGHWAY AND GO S ON A GRADED ROAD FOR 2.8 MI.  TURN BACK TO
 CS3136'THE RIGHT AT A POND AND GO NW ON A TRACK ROAD FOR 0.5 MI.
 CS3136'PASS TO THE RIGHT OF THE OLD FARMHOUSE AND GO NW ALONG THE
 CS3136'OPEN FIELD TO A GAP IN THE FENCE ON THE W SIDE OF THE FIELD,
 CS3136'THEN ALONG A DIM TRACK ROAD THROUGH THE BRUSH TO THE STATION,
 CS3136'0.9 MI. FROM THE OLD FARMHOUSE.  THERE IS A PROMINENT WINDMILL
 CS3136'NEAR THE STATION.
 CS3136
 CS3136                          STATION RECOVERY (1960)
 CS3136
 CS3136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KMB)
 CS3136'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CS3136'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 CS3136'DESCRIBED.  DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE
 CS3136'CORRECT.
 CS3136
 CS3136                          STATION RECOVERY (1967)
 CS3136
 CS3136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LAR)
 CS3136'STATION RECOVERED IN GOOD CONDITION.
 CS3136'
 CS3136'STATION IS LOCATED ABOUT 8.5 MILES SW OF GLEN ROSE, TEXAS
 CS3136'AND 2 MILES NE OF CHALK MOUNTAIN VILLAGE.
 CS3136'
 CS3136'TO REACH--FROM THE COURT HOUSE IN GLEN ROSE GO SOUTH 0.1
 CS3136'MILE ON FM 201 THEN 0.3 MILE NW ON FM 201 TO JUNCTION OF U.S.
 CS3136'67.  GO SW ON U.S. 67 FOR 10.5 MILES TO A CROSSROAD (THIS BEING
 CS3136'1.1 MILE NE OF CHALK MOUNTAIN COMMUNITY).  GO SE ON GRAVEL
 CS3136'ROAD 1.1 MILE TO A GATE AND A DIM TRACK ROAD ON THE LEFT.
 CS3136'GO THRU GATE AND FOLLOW DIM ROAD 0.6 MILE TO TOP OF HILL.
 CS3136'STATION IS 30 FEET S OF ROAD AT NORTH POINT OF SCRUB OAK.
 CS3136'
 CS3136'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--GLEN ROSE,
 CS3136'8.5 MILES SW OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0417 ***********************************************************************
 BA0417  DESIGNATION -  CHALK
 BA0417  PID         -  BA0417
 BA0417  STATE/COUNTY-  TX/BREWSTER
 BA0417  USGS QUAD   -  BONE SPRING (1971)
 BA0417
 BA0417                         *CURRENT SURVEY CONTROL
 BA0417  ___________________________________________________________________
 BA0417* NAD 83(1993)-  29 35 58.10541(N)    103 14 04.40836(W)     ADJUSTED  
 BA0417* NAVD 88     -       843.     (meters)    2766.     (feet)  SCALED    
 BA0417  ___________________________________________________________________
 BA0417  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BA0417  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BA0417
 BA0417  HORZ ORDER  -  THIRD
 BA0417
 BA0417.The horizontal coordinates were established by classical geodetic methods
 BA0417.and adjusted by the National Geodetic Survey in February 1996..
 BA0417
 BA0417.The orthometric height was scaled from a topographic map.
 BA0417
 BA0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0417
 BA0417.The geoid height was determined by GEOID03.
 BA0417
 BA0417;                    North         East     Units Scale Factor Converg.
 BA0417;SPC TXSC     - 4,203,160.221   189,933.904   MT  0.99987386   -2 04 28.4
 BA0417;SPC TXSC     -13,789,868.16    623,141.48   sFT  0.99987386   -2 04 28.4
 BA0417;UTM  13      - 3,275,706.414   670,966.356   MT  0.99996066   +0 52 20.0
 BA0417
 BA0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0417!SPC TXSC     -   0.99987095  x   0.99987386  =   0.99974483
 BA0417!UTM  13      -   0.99987095  x   0.99996066  =   0.99983162
 BA0417
 BA0417|---------------------------------------------------------------------|
 BA0417| PID    Reference Object                     Distance      Geod. Az  |
 BA0417|                                                           dddmmss.s |
 BA0417| CH8572 CHALK RM 1                            7.435 METERS 14637     |
 BA0417| CH8573 CHALK RM 2                            8.512 METERS 22504     |
 BA0417| CH8571 CHALK AZ MK                                        2842732.3 |
 BA0417|---------------------------------------------------------------------|
 BA0417
 BA0417                          SUPERSEDED SURVEY CONTROL
 BA0417
 BA0417  NAD 83(1986)-  29 35 58.09813(N)    103 14 04.41807(W) AD(       ) 3
 BA0417  NAD 27      -  29 35 57.38900(N)    103 14 02.80400(W) AD(       ) 3
 BA0417
 BA0417.Superseded values are not recommended for survey control.
 BA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0417.See file dsdata.txt to determine how the superseded data were derived.
 BA0417
 BA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN7096675706(NAD 83)
 BA0417_MARKER: DS = TRIANGULATION STATION DISK
 BA0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0417
 BA0417  HISTORY     - Date     Condition        Report By
 BA0417  HISTORY     - 1943     MONUMENTED       CGS
 BA0417  HISTORY     - 1963     GOOD             CGS
 BA0417
 BA0417                          STATION DESCRIPTION
 BA0417
 BA0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0417'STATION IS IN THE DESERT FLATS ABOUT 6 MILES, AIR LINE, W
 BA0417'OF COOPERS STORE AT THE CROSSROADS, ABOUT 100 FEET W OF THE
 BA0417'SW CORNER OF A BOARD CORRAL AND A STOCK LOADING SHUTE.  IT
 BA0417'IS ABOUT 34 MILES, AIR LINE, S OF MARATHON.
 BA0417'
 BA0417'STATION IS A BRONZE TRIANGULATION DISK SET IN A ROUGH BLOCK
 BA0417'OF CONCRETE, 10 INCHES SQUARE, PROJECTING ABOUT 4 INCHES AND
 BA0417'IS STAMPED CHALK 1943.
 BA0417'
 BA0417'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 BA0417'
 BA0417'REFERENCE MARK NO. 1 IS A BRONZE REFERENCE DISK SET IN A
 BA0417'ROUGH BLOCK OF CONCRETE 10 INCHES SQUARE AND PROJECTING ABOUT
 BA0417'6 INCHES, AND IS STAMPED CHALK NO. 1 1943.
 BA0417'
 BA0417'REFERENCE MARK NO. 2 IS A BRONZE REFERENCE DISK SET IN A
 BA0417'ROUGH BLOCK OF CONCRETE PROJECTING ABOUT 6 INCHES, 10 INCHES
 BA0417'SQUARE AND IS STAMPED CHALK NO. 2 1943.
 BA0417'
 BA0417'THE AZIMUTH MARK IS A BRONZE DISK SET IN A 10-INCH SQUARE
 BA0417'BLOCK PROJECTING ABOUT 6 INCHES, STAMPED CHALK 1943.  IT IS
 BA0417'ABOUT 1/4 MILE WNW OF THE STATION ON THE NW SIDE OF A DIRT
 BA0417'TANK AND ON THE S SIDE OF A ROUGH ROAD LEADING WNW FROM THE
 BA0417'STATION.
 BA0417'
 BA0417'TO REACH FROM MARATHON GO S ON THE MAIN HIGHWAY 227 TOWARD
 BA0417'TERLINGUA, 45.0 MILES TO COOPERS STORE.  THEN TURN RIGHT
 BA0417'AND GO W ON A NARROW, BLADED ROAD 4.8 MILES.  TAKE THE RIGHT
 BA0417'FORK AND CONTINUE W 1.0 MILE.  THEN BEAR RIGHT ON THE MAIN
 BA0417'ROAD AND GO NW 0.4 MILE TO THE CROSSROADS AND THE STATION
 BA0417'AT THE LEFT OR W OF THE MAIN ROAD.
 BA0417
 BA0417                          STATION RECOVERY (1963)
 BA0417
 BA0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FWB)
 BA0417'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION TO CHALK
 BA0417'NOT CORRECT DUE TO CHANGE IN F.M. ROAD 1989.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1109 ***********************************************************************
 CS1109  DESIGNATION -  CHALK AZ MK
 CS1109  PID         -  CS1109
 CS1109  STATE/COUNTY-  TX/DALLAS
 CS1109  USGS QUAD   -  DUNCANVILLE (1981)
 CS1109
 CS1109                         *CURRENT SURVEY CONTROL
 CS1109  ___________________________________________________________________
 CS1109* NAD 83(1986)-  32 44 57.     (N)    096 53 13.     (W)     SCALED    
 CS1109* NAVD 88     -       193.101  (meters)     633.53   (feet)  ADJUSTED  
 CS1109  ___________________________________________________________________
 CS1109  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CS1109  DYNAMIC HT  -         192.879 (meters)     632.80  (feet)  COMP
 CS1109  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 CS1109
 CS1109  VERT ORDER  -  FIRST     CLASS II
 CS1109
 CS1109.The horizontal coordinates were scaled from a topographic map and have
 CS1109.an estimated accuracy of +/- 6 seconds.
 CS1109
 CS1109.The orthometric height was determined by differential leveling
 CS1109.and adjusted by the National Geodetic Survey in June 1991..
 CS1109
 CS1109.The geoid height was determined by GEOID03.
 CS1109
 CS1109.The dynamic height is computed by dividing the NAVD 88
 CS1109.geopotential number by the normal gravity value computed on the
 CS1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1109.degrees latitude (g = 980.6199 gals.).
 CS1109
 CS1109.The modeled gravity was interpolated from observed gravity values.
 CS1109
 CS1109;                    North         East    Units  Estimated Accuracy
 CS1109;SPC TXNC     - 2,121,200.      751,150.      MT  (+/- 180 meters Scaled)
 CS1109
 CS1109                          SUPERSEDED SURVEY CONTROL
 CS1109
 CS1109  NGVD 29 (??/??/92)  193.109  (m)          633.56   (f) ADJ UNCH    1 2
 CS1109
 CS1109.Superseded values are not recommended for survey control.
 CS1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1109.See file dsdata.txt to determine how the superseded data were derived.
 CS1109
 CS1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB979254(NAD 83)
 CS1109_MARKER: DZ = AZIMUTH MARK DISK
 CS1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1109_STAMPING: CHALK 1947
 CS1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1109+STABILITY: SURFACE MOTION
 CS1109
 CS1109  HISTORY     - Date     Condition        Report By
 CS1109  HISTORY     - 1947     MONUMENTED       CGS
 CS1109  HISTORY     - 1966     GOOD             NGS
 CS1109  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1109
 CS1109                          STATION DESCRIPTION
 CS1109
 CS1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1109'4.8 MI SW FROM DALLAS.
 CS1109'ABOUT 4.8 MILES SOUTHWEST OF THE DALLAS COUNTY COURTHOUSE, OR 7.15
 CS1109'MILES EAST ALONG U. S. HIGHWAY 80 FROM THE CITY HALL IN GRAND PRAIRIE,
 CS1109'OR 0.35 MILE EAST OF THE CHALK HILL DRIVE-IN THEATER TO SITE OF BENCH
 CS1109'MARK.  50 FEET SOUTH OF THE HIGHWAY CENTER LINE, 24 FEET WEST OF A
 CS1109'FIRE HYDRANT, 2 FEET NORTHEAST OF AN IRON SIGN POST AND IN THE LAWN OF
 CS1109'THE TEXAS LUMBER COOPERATION.  A C AND GS AZIMUTH MARK DISK SET IN A
 CS1109'12 X 12 IN. CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 CS1109
 CS1109                          STATION RECOVERY (1986)
 CS1109
 CS1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1111 ***********************************************************************
 CS1111  DESIGNATION -  CHALK RESET
 CS1111  PID         -  CS1111
 CS1111  STATE/COUNTY-  TX/DALLAS
 CS1111  USGS QUAD   -  IRVING (1981)
 CS1111
 CS1111                         *CURRENT SURVEY CONTROL
 CS1111  ___________________________________________________________________
 CS1111* NAD 83(1993)-  32 45 00.09109(N)    096 53 29.11706(W)     ADJUSTED  
 CS1111* NAVD 88     -       194.89   (+/-2cm)     639.4    (feet)  VERTCON   
 CS1111  ___________________________________________________________________
 CS1111  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 CS1111  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CS1111
 CS1111  HORZ ORDER  -  FIRST
 CS1111  VERT ORDER  -  THIRD (See Below)
 CS1111
 CS1111.The horizontal coordinates were established by classical geodetic methods
 CS1111.and adjusted by the National Geodetic Survey in November 1994..
 CS1111
 CS1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1111.The vertical order pertains to the NGVD 29 superseded value.
 CS1111
 CS1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1111
 CS1111.The geoid height was determined by GEOID03.
 CS1111
 CS1111;                    North         East     Units Scale Factor Converg.
 CS1111;SPC TXNC     - 2,121,287.504   750,726.301   MT  0.99988639   +0 52 38.3
 CS1111;SPC TXNC     - 6,959,590.75  2,463,007.87   sFT  0.99988639   +0 52 38.3
 CS1111;UTM  14      - 3,625,542.278   697,546.838   MT  1.00008122   +1 08 27.8
 CS1111
 CS1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1111!SPC TXNC     -   0.99997361  x   0.99988639  =   0.99986000
 CS1111!UTM  14      -   0.99997361  x   1.00008122  =   1.00005482
 CS1111
 CS1111:                Primary Azimuth Mark                     Grid Az
 CS1111:SPC TXNC     -  DALLAS MERCANTILE NATL BANK TR           068 04 56.6
 CS1111:UTM  14      -  DALLAS MERCANTILE NATL BANK TR           067 49 07.1
 CS1111
 CS1111|---------------------------------------------------------------------|
 CS1111| PID    Reference Object                     Distance      Geod. Az  |
 CS1111|                                                           dddmmss.s |
 CS1111| CS2846 DALLAS MERCANTILE NATL BANK TR      APPROX. 9.5 KM 0685734.9 |
 CS1111| CS1109 CHALK AZ MK                                        0984803.6 |
 CS1111| CS1112 CHALK RM 1                           52.910 METERS 23630     |
 CS1111| CS1113 CHALK RM 2                           36.427 METERS 34540     |
 CS1111|---------------------------------------------------------------------|
 CS1111
 CS1111                          SUPERSEDED SURVEY CONTROL
 CS1111
 CS1111  NAD 83(1986)-  32 45 00.09306(N)    096 53 29.11723(W) AD(       ) 1
 CS1111  NGVD 29 (01/29/03)  194.90   (m)          639.4    (f) RESET       3  
 CS1111
 CS1111.Superseded values are not recommended for survey control.
 CS1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1111.See file dsdata.txt to determine how the superseded data were derived.
 CS1111
 CS1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9754725542(NAD 83)
 CS1111_MARKER: DS = TRIANGULATION STATION DISK
 CS1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1111_STAMPING: CHALK 1947 1966
 CS1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1111+STABILITY: SURFACE MOTION
 CS1111
 CS1111  HISTORY     - Date     Condition        Report By
 CS1111  HISTORY     - 1966     MONUMENTED       CGS
 CS1111  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CS1111  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CS1111  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1111  HISTORY     - 20020613 MARK NOT FOUND   LOCSUR
 CS1111
 CS1111                          STATION DESCRIPTION
 CS1111
 CS1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1111'5 MI SW FROM DALLAS.
 CS1111'ABOUT 5.1 MILES SOUTHWEST OF THE DALLAS COUNTY COURTHOUSE, OR 6.9
 CS1111'MILES EAST ALONG U. S. HIGHWAY 80 FROM THE CITY HALL IN GRAND PRAIRIE
 CS1111'TO SITE OF MARK, 147 FEET NORTH OF THE HIGHWAY CENTER LINE, ABOUT 0.1
 CS1111'MILE EAST OF THE CHALK HILL DRIVE-IN THEATER, 8 FEET SOUTHEAST OF A
 CS1111'POWER LINE POLE, AND 3 FEET WEST OF A METAL WITNESS POST AND A
 CS1111'PROPERTY LINE FENCE.  IT IS 173.50 FEET NORTHEAST OF REFERENCE MARK
 CS1111'NO. 1, AND 119.40 FEET SOUTH OF REFERENCE MARK NO. 2.  A TRIANGULATION
 CS1111'STATION DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 2
 CS1111'INCHES ABOVE THE SURFACE OF GROUND.
 CS1111
 CS1111                          STATION RECOVERY (1966)
 CS1111
 CS1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS1111'THE STATION SURFACE AND UNDERGROUND MARKS WERE FOUND TO BE
 CS1111'DESTROYED.  REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH MARK
 CS1111'WERE RECOVERED IN GOOD CONDITION.  THE STATION SUB-MARK
 CS1111'AND SURFACE MARK WERE REESTABLISHED BY USING ORIGINAL DISTANCES
 CS1111'FROM REFERENCE MARKS.  A COMPLETE DESCRIPTION FOLLOWS--STATION
 CS1111'IS ABOUT 7 MILES EAST OF GRAND PRAIRIE, ABOUT 6 MILES WEST
 CS1111'OF DOWNTOWN DALLAS, ALONG THE NORTH SIDE OF U.S. HIGHWAY
 CS1111'80, ON THE EAST SLOPE OF HILL ABOUT 0.1 MILE EAST OF THE
 CS1111'CHALK HILL THEATER.
 CS1111'
 CS1111'TO REACH STATION FROM THE CITY HALL IN GRAND PRAIRIE, GO
 CS1111'EAST ON U.S. HIGHWAY 80 FOR 6.9 MILES TO STATION ON LEFT.
 CS1111'CONTINUE ON HIGHWAY 0.25 MILE TO AZIMUTH MARK ON THE RIGHT.
 CS1111'
 CS1111'STATION MARKS ARE STANDARD DISKS, STAMPED CHALK 1947 1966.
 CS1111'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 CS1111'WHICH PROJECTS 2 INCHES ABOVE SURFACE OF GROUND.  IT IS 147
 CS1111'FEET NORTH OF THE HIGHWAY CENTER LINE, 8 FEET SOUTHEAST OF
 CS1111'A POWER LINE POLE, AND 3 FEET WEST OF A METAL WITNESS POST
 CS1111'AND A PROPERTY LINE FENCE.  THE UNDERGROUND DISK IS SET
 CS1111'IN AN IRREGULAR MASS OF CONCRETE WHICH IS EMBEDED IN LIME
 CS1111'ROCK AND IS 40 INCHES BELOW THE SURFACE OF GROUND.
 CS1111'
 CS1111'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CHALK NO.
 CS1111'1 1947, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 CS1111'GROUND.  IT IS 50 FEET NORTH OF THE HIGHWAY CENTER LINE, AND
 CS1111'4 FEET EAST OF A POWER LINE POLE.
 CS1111'
 CS1111'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED CHALK NO. 2
 CS1111'1947, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS1111'1 INCH.  IT IS 10 FEET EAST OF A TRACK ROAD, AND 2 FEET
 CS1111'SOUTHWEST OF A POWER LINE POLE.
 CS1111'
 CS1111'AZIMUTH MARK, A STANDARD DISK, STAMPED CHALK 1947, IS SET
 CS1111'IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH SURFACE OF GROUND.
 CS1111'IT IS 50 FEET SOUTH OF THE HIGHWAY CENTER LINE, 24 FEET
 CS1111'WEST OF A FIRE HYDRANT, 2 FEET NORTHEAST OF AN IRON SIGN
 CS1111'POST, AND IN THE LAWN OF THE TEXAS LUMBER COOPERATION.
 CS1111'
 CS1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DALLAS
 CS1111
 CS1111                          STATION RECOVERY (1985)
 CS1111
 CS1111'RECOVERY NOTE BY US POWER SQUADRON 1985 (MHB)
 CS1111'CHALK NOT RECOVERED - AREA SEARCHED ON FOOT - BROKEN CONCRETE FOUND
 CS1111'AT INDICATED LOCATION.  LOCATION GIVEN ON MAP --
 CS1111'LAT 32 DEG 45 MIN 00 SEC N
 CS1111'LONG 96 DEG 53 MIN 28 SEC W
 CS1111'ELEVATION GIVEN--636
 CS1111'
 CS1111'NOTE--SEARCHED AT LOCATION GIVEN ON MAP 32096434 WHICH IS SOUTH OF
 CS1111'THAT ON MAP 32096443.
 CS1111
 CS1111                          STATION RECOVERY (1986)
 CS1111
 CS1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1111'MARK NOT FOUND.
 CS1111
 CS1111                          STATION RECOVERY (2002)
 CS1111
 CS1111'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002
 CS1111'WITNESS POST WAS FOUND, BUT THERE WAS NO SIGN OF THE BENCHMARK.
 CS1111'APPARENTLY THE MARK HAS BEEN COVERED WITH DIRT FROM NEARBY
 CS1111'HIGHWAY CONSTRUCTION. LOOKS LIKE THE INTERSECTION HAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1112 ***********************************************************************
 CS1112  DESIGNATION -  CHALK RM 1
 CS1112  PID         -  CS1112
 CS1112  STATE/COUNTY-  TX/DALLAS
 CS1112  USGS QUAD   -  DUNCANVILLE (1981)
 CS1112
 CS1112                         *CURRENT SURVEY CONTROL
 CS1112  ___________________________________________________________________
 CS1112* NAD 83(1986)-  32 44 59.     (N)    096 53 29.     (W)     SCALED    
 CS1112* NAVD 88     -       196.312  (meters)     644.07   (feet)  ADJUSTED  
 CS1112  ___________________________________________________________________
 CS1112  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CS1112  DYNAMIC HT  -         196.086 (meters)     643.33  (feet)  COMP
 CS1112  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 CS1112
 CS1112  VERT ORDER  -  FIRST     CLASS II
 CS1112
 CS1112.The horizontal coordinates were scaled from a topographic map and have
 CS1112.an estimated accuracy of +/- 6 seconds.
 CS1112
 CS1112.The orthometric height was determined by differential leveling
 CS1112.and adjusted by the National Geodetic Survey in June 1991..
 CS1112
 CS1112.The geoid height was determined by GEOID03.
 CS1112
 CS1112.The dynamic height is computed by dividing the NAVD 88
 CS1112.geopotential number by the normal gravity value computed on the
 CS1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1112.degrees latitude (g = 980.6199 gals.).
 CS1112
 CS1112.The modeled gravity was interpolated from observed gravity values.
 CS1112
 CS1112;                    North         East    Units  Estimated Accuracy
 CS1112;SPC TXNC     - 2,121,250.      750,730.      MT  (+/- 180 meters Scaled)
 CS1112
 CS1112                          SUPERSEDED SURVEY CONTROL
 CS1112
 CS1112  NGVD 29 (??/??/92)  196.320  (m)          644.09   (f) ADJ UNCH    1 2
 CS1112
 CS1112.Superseded values are not recommended for survey control.
 CS1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1112.See file dsdata.txt to determine how the superseded data were derived.
 CS1112
 CS1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB975255(NAD 83)
 CS1112_MARKER: DR = REFERENCE MARK DISK
 CS1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1112_STAMPING: CHALK NO 1 1947
 CS1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1112+STABILITY: SURFACE MOTION
 CS1112
 CS1112  HISTORY     - Date     Condition        Report By
 CS1112  HISTORY     - 1947     MONUMENTED       CGS
 CS1112  HISTORY     - 1966     GOOD             NGS
 CS1112  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1112
 CS1112                          STATION DESCRIPTION
 CS1112
 CS1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1112'5.1 MI SW FROM DALLAS.
 CS1112'ABOUT 5.1 MILES SOUTHWEST OF THE DALLAS COUNTY COURTHOUSE, OR 6.9
 CS1112'MILES EAST ALONG U. S. HIGHWAY 80 FROM THE CITY HALL IN GRAND PRAIRIE,
 CS1112'OR 0.1 MILE EAST OF THE CHALK HILL DRIVE-IN THEATER TO SITE OF MARK,
 CS1112'50 FEET NORTH OF THE HIGHWAY CENTER LINE, AND 4 FEET EAST OF A POWER
 CS1112'LINE POLE.  IT IS 173.50 FEET SOUTHWEST OF TRIANGULATION STATION
 CS1112'CHALK.  A C AND GS REFERENCE MARK DISK SET IN A 12 X 12 IN. CONCRETE
 CS1112'POST FLUSH WITH THE SURFACE OF GROUND.
 CS1112
 CS1112                          STATION RECOVERY (1986)
 CS1112
 CS1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1113 ***********************************************************************
 CS1113  DESIGNATION -  CHALK RM 2
 CS1113  PID         -  CS1113
 CS1113  STATE/COUNTY-  TX/DALLAS
 CS1113  USGS QUAD   -  DUNCANVILLE (1981)
 CS1113
 CS1113                         *CURRENT SURVEY CONTROL
 CS1113  ___________________________________________________________________
 CS1113* NAD 83(1986)-  32 44 59.     (N)    096 53 29.     (W)     SCALED    
 CS1113* NAVD 88     -       193.798  (meters)     635.82   (feet)  ADJUSTED  
 CS1113  ___________________________________________________________________
 CS1113  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CS1113  DYNAMIC HT  -         193.576 (meters)     635.09  (feet)  COMP
 CS1113  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 CS1113
 CS1113  VERT ORDER  -  FIRST     CLASS II
 CS1113
 CS1113.The horizontal coordinates were scaled from a topographic map and have
 CS1113.an estimated accuracy of +/- 6 seconds.
 CS1113
 CS1113.The orthometric height was determined by differential leveling
 CS1113.and adjusted by the National Geodetic Survey in June 1991..
 CS1113
 CS1113.The geoid height was determined by GEOID03.
 CS1113
 CS1113.The dynamic height is computed by dividing the NAVD 88
 CS1113.geopotential number by the normal gravity value computed on the
 CS1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1113.degrees latitude (g = 980.6199 gals.).
 CS1113
 CS1113.The modeled gravity was interpolated from observed gravity values.
 CS1113
 CS1113;                    North         East    Units  Estimated Accuracy
 CS1113;SPC TXNC     - 2,121,250.      750,730.      MT  (+/- 180 meters Scaled)
 CS1113
 CS1113                          SUPERSEDED SURVEY CONTROL
 CS1113
 CS1113  NGVD 29 (??/??/92)  193.806  (m)          635.85   (f) ADJ UNCH    1 2
 CS1113
 CS1113.Superseded values are not recommended for survey control.
 CS1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1113.See file dsdata.txt to determine how the superseded data were derived.
 CS1113
 CS1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB975255(NAD 83)
 CS1113_MARKER: DR = REFERENCE MARK DISK
 CS1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1113_STAMPING: CHALK NO 2 1947
 CS1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1113+STABILITY: SURFACE MOTION
 CS1113
 CS1113  HISTORY     - Date     Condition        Report By
 CS1113  HISTORY     - 1947     MONUMENTED       CGS
 CS1113  HISTORY     - 1966     GOOD             NGS
 CS1113  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1113
 CS1113                          STATION DESCRIPTION
 CS1113
 CS1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1113'5.1 MI SW FROM DALLAS.
 CS1113'ABOUT 5.1 MILES SOUTHWEST OF THE DALLAS COUNTY COURTHOUSE, OR 6.9
 CS1113'MILES EAST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL IN GRAND PRAIRIE,
 CS1113'OR 0.1 MILE EAST OF THE CHALK HILL DRIVE-IN THEATER TO SITE OF MARK.
 CS1113'240 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 30 FEET WEST OF A
 CS1113'PROPERTY LINE FENCE, 10 FEET EAST OF A TRACK ROAD, AND 2 FEET
 CS1113'SOUTHWEST OF A POWER LINE POLE.  IT IS 119.40 FEET NORTH OF
 CS1113'TRIANGULATION STATION CHALK.  A C AND GS REFERENCE MARK DISK SET IN A
 CS1113'12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE SURFACE
 CS1113'OF GROUND.
 CS1113
 CS1113                          STATION RECOVERY (1986)
 CS1113
 CS1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1360 ***********************************************************************
 GL1360  DESIGNATION -  CHAMBER
 GL1360  PID         -  GL1360
 GL1360  STATE/COUNTY-  TX/DALLAM
 GL1360  USGS QUAD   -  WILCO NE (1965)
 GL1360
 GL1360                         *CURRENT SURVEY CONTROL
 GL1360  ___________________________________________________________________
 GL1360* NAD 83(1993)-  36 09 12.91892(N)    102 22 29.40860(W)     ADJUSTED  
 GL1360* NAVD 88     -      1203.25   (+/-2cm)    3947.7    (feet)  VERTCON   
 GL1360  ___________________________________________________________________
 GL1360  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 GL1360  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 GL1360
 GL1360  HORZ ORDER  -  THIRD
 GL1360  VERT ORDER  -  THIRD ? (See Below)
 GL1360
 GL1360.The horizontal coordinates were established by classical geodetic methods
 GL1360.and adjusted by the National Geodetic Survey in February 1996..
 GL1360
 GL1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1360.The vertical order pertains to the NGVD 29 superseded value.
 GL1360
 GL1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1360
 GL1360.The geoid height was determined by GEOID03.
 GL1360
 GL1360;                    North         East     Units Scale Factor Converg.
 GL1360;SPC TX N     - 1,239,268.647   121,276.380   MT  0.99999320   -0 30 25.2
 GL1360;SPC TX N     - 4,065,833.89    397,887.59   sFT  0.99999320   -0 30 25.2
 GL1360;UTM  13      - 4,004,176.999   736,165.517   MT  1.00028727   +1 32 58.0
 GL1360
 GL1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1360!SPC TX N     -   0.99981511  x   0.99999320  =   0.99980831
 GL1360!UTM  13      -   0.99981511  x   1.00028727  =   1.00010232
 GL1360
 GL1360|---------------------------------------------------------------------|
 GL1360| PID    Reference Object                     Distance      Geod. Az  |
 GL1360|                                                           dddmmss.s |
 GL1360| CM8640 CHAMBER RM 1                          8.615 METERS 05152     |
 GL1360| GL1359 CONLEN JD CRABTREE GRAIN ELEV       APPROX.15.0 KM 0533406.6 |
 GL1360| CM8639 CHAMBER AZ MK                                      2323515.2 |
 GL1360| CM8641 CHAMBER RM 2                          6.263 METERS 33655     |
 GL1360|---------------------------------------------------------------------|
 GL1360
 GL1360                          SUPERSEDED SURVEY CONTROL
 GL1360
 GL1360  NAD 83(1993)-  36 09 12.91856(N)    102 22 29.40921(W) AD(       ) 3
 GL1360  NAD 83(1986)-  36 09 12.92905(N)    102 22 29.39946(W) AD(       ) 3
 GL1360  NAD 27      -  36 09 12.81700(N)    102 22 27.72700(W) AD(       ) 3
 GL1360  NGVD 29 (07/19/86) 1202.69   (m)         3945.8    (f) LEVELING    3  
 GL1360
 GL1360.Superseded values are not recommended for survey control.
 GL1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1360.See file dsdata.txt to determine how the superseded data were derived.
 GL1360
 GL1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA3616604177(NAD 83)
 GL1360_MARKER: DS = TRIANGULATION STATION DISK
 GL1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1360
 GL1360  HISTORY     - Date     Condition        Report By
 GL1360  HISTORY     - 1953     MONUMENTED       CGS
 GL1360
 GL1360                          STATION DESCRIPTION
 GL1360
 GL1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1360'THE STATION IS LOCATED ALONG THE NORTHWEST SIDE OF U.S.
 GL1360'HIGHWAY 54, ABOUT 11 MILES NORTHEAST OF DALHART, 9 MILES
 GL1360'SOUTHWEST OF CONLEN, 3/4 MILE NORTHEAST OF CHAMBERLAIN, 51
 GL1360'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 9 FEET
 GL1360'NORTH OF THE POWER LINE POLE.
 GL1360'
 GL1360'TO REACH, FROM CHAMBERLAIN, GO NORTHEAST, ON U.S. HIGHWAY
 GL1360'54, FOR 0.1 MILE TO CROSS ROADS AND THE AZIMUTH MARK.  CONTINUE
 GL1360'NORTHEAST, ON U.S. HIGHWAY 54, FOR 0.6 MILE TO SIDE ROAD RIGHT
 GL1360'AND THE STATION.
 GL1360'
 GL1360'THE STATION MARK IS A STANDARD DISK, STAMPED CHAMBER 1953,
 GL1360'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 GL1360'DIAMETER WHICH PROJECTS ABOUT 2 INCHES.
 GL1360'
 GL1360'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CHAMBER
 GL1360'NO 1 1953, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12
 GL1360'INCHES IN DIAMETER WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT
 GL1360'THE SAME ELEVATION AS THE STATION.  IT IS LOCATED 52 FEET
 GL1360'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 39 FEET NORTH
 GL1360'OF THE POWER LINE POLE.
 GL1360'
 GL1360'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CHAMBER NO 2
 GL1360'1953, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 GL1360'IN DIAMETER WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT 12
 GL1360'INCHES LOWER THAN THE STATION.  IT IS LOCATED 70 FEET NORTHWEST
 GL1360'OF THE CENTER LINE OF THE HIGHWAY AND 25 FEET NORTHWEST OF THE
 GL1360'POWER LINE POLE.
 GL1360'
 GL1360'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHAMBER 1953,
 GL1360'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 GL1360'ABOUT 6 INCHES.  IT IS LOCATED ALONG THE NORTHEAST SIDE OF U.S.
 GL1360'HIGHWAY 54, ABOUT 141 FEET NORTHEAST OF THE CENTER OF THE CROSS
 GL1360'ROADS, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 3
 GL1360'FEET NORTH OF THE NORTH GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2795 ***********************************************************************
 AW2795  SACS        -  This is a Secondary Airport Control Station.
 AW2795  DESIGNATION -  CHAMBERS
 AW2795  PID         -  AW2795
 AW2795  STATE/COUNTY-  TX/CHAMBERS
 AW2795  USGS QUAD   -  ANAHUAC (1993)
 AW2795
 AW2795                         *CURRENT SURVEY CONTROL
 AW2795  ___________________________________________________________________
 AW2795* NAD 83(1993)-  29 46 26.82367(N)    094 39 44.12851(W)     ADJUSTED  
 AW2795* NAVD 88     -         5.87   (meters)      19.3    (feet)  GPS OBS   
 AW2795  ___________________________________________________________________
 AW2795  X           -    -450,360.290 (meters)                     COMP
 AW2795  Y           -  -5,522,381.465 (meters)                     COMP
 AW2795  Z           -   3,148,653.928 (meters)                     COMP
 AW2795  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW2795  ELLIP HEIGHT-         -21.39  (meters)          (03/15/01) GPS OBS
 AW2795  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2795
 AW2795  HORZ ORDER  -  FIRST
 AW2795  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2795  ELLP ORDER  -  FIFTH     CLASS I
 AW2795
 AW2795.This mark is at Chambers Co (T00) Airport (T00)
 AW2795
 AW2795.The horizontal coordinates were established by GPS observations
 AW2795.and adjusted by the National Geodetic Survey in May 1997..
 AW2795
 AW2795.The orthometric height was determined by GPS observations and a
 AW2795.high-resolution geoid model.
 AW2795
 AW2795.GPS derived orthometric heights for airport stations designated as
 AW2795.PACS or SACS are published to 2 decimal places.  This maintains
 AW2795.centimeter relative accuracy between the PACS and SACS.  It does
 AW2795.not indicate centimeter accuracy relative to other marks which are
 AW2795.part of the NAVD 88 network.
 AW2795.The vertical order pertains to the NGVD 29 superseded value.
 AW2795
 AW2795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2795
 AW2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2795
 AW2795.The ellipsoidal height was determined by GPS observations
 AW2795.and is referenced to NAD 83.
 AW2795
 AW2795.The geoid height was determined by GEOID03.
 AW2795
 AW2795;                    North         East     Units Scale Factor Converg.
 AW2795;SPC TXSC     - 4,222,869.625 1,019,335.946   MT  0.99989252   +2 07 30.4
 AW2795;SPC TXSC     -13,854,531.43  3,344,271.35   sFT  0.99989252   +2 07 30.4
 AW2795;UTM  15      - 3,294,913.940   339,305.730   MT  0.99991861   -0 49 32.2
 AW2795
 AW2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2795!SPC TXSC     -   1.00000336  x   0.99989252  =   0.99989588
 AW2795!UTM  15      -   1.00000336  x   0.99991861  =   0.99992197
 AW2795
 AW2795:                Primary Azimuth Mark                     Grid Az
 AW2795:SPC TXSC     -  CHAMBERS AZ MK                           061 17 00.6
 AW2795:UTM  15      -  CHAMBERS AZ MK                           064 14 03.2
 AW2795
 AW2795|---------------------------------------------------------------------|
 AW2795| PID    Reference Object                     Distance      Geod. Az  |
 AW2795|                                                           dddmmss.s |
 AW2795| AW2792 CHAMBERS AZ MK                                     0632431.0 |
 AW2795| AW2794 CHAMBERS RM 1                        31.950 METERS 08030     |
 AW2795| AW2793 CHAMBERS RM 2                        24.752 METERS 15840     |
 AW2795| AW6991 CHAMPORT                            361.933 METERS 19613     |
 AW2795| AW6056 ANAHUAC MUNICIPAL TANK              APPROX. 1.8 KM 2441139.7 |
 AW2795|---------------------------------------------------------------------|
 AW2795
 AW2795                          SUPERSEDED SURVEY CONTROL
 AW2795
 AW2795  ELLIP H (05/02/97)  -21.26   (m)                       GP(       ) 5 1
 AW2795  NAD 83(1993)-  29 46 26.82186(N)    094 39 44.12986(W) AD(       ) 2
 AW2795  ELLIP H (02/16/96)  -21.43   (m)                       GP(       ) 5 1
 AW2795  ELLIP H (01/21/93)  -21.41   (m)                       GP(       ) 4 2
 AW2795  NAD 83(1986)-  29 46 26.83993(N)    094 39 44.11191(W) AD(       ) 2
 AW2795  NAD 27      -  29 46 26.04400(N)    094 39 43.41000(W) AD(       ) 2
 AW2795  NGVD 29 (??/??/92)    6.06   (m)           19.9    (f) COMPUTED    1 2
 AW2795
 AW2795.Superseded values are not recommended for survey control.
 AW2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2795.See file dsdata.txt to determine how the superseded data were derived.
 AW2795
 AW2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3930694914(NAD 83)
 AW2795_MARKER: DS = TRIANGULATION STATION DISK
 AW2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2795_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW2795_STAMPING: CHAMBERS 1951
 AW2795_MARK LOGO: CGS   
 AW2795_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2795+STABILITY: SURFACE MOTION
 AW2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2795+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 AW2795
 AW2795  HISTORY     - Date     Condition        Report By
 AW2795  HISTORY     - 1951     MONUMENTED       CGS
 AW2795  HISTORY     - 1953     GOOD             CGS
 AW2795  HISTORY     - 1953     GOOD             NGS
 AW2795  HISTORY     - 1959     GOOD             NGS
 AW2795  HISTORY     - 1987     GOOD             NGS
 AW2795  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2795  HISTORY     - 19950921 POOR             NGS
 AW2795  HISTORY     - 19960906 GOOD             USPSQD
 AW2795  HISTORY     - 20010331 GOOD             NGS
 AW2795  HISTORY     - 20050201 GOOD             USPSQD
 AW2795
 AW2795                          STATION DESCRIPTION
 AW2795
 AW2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW2795'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF ANAHUAC AT
 AW2795'THE NORTH EDGE OF THE CHAMBERS COUNTY AIRPORT.  IT IS ABOUT
 AW2795'0.2 MILE NORTH OF THE MOST NORTHERLY HANGAR, ABOUT 100 YARDS
 AW2795'SOUTH OF THE CENTER OF STATE ROUTE NO. 61, 68.0 FEET
 AW2795'WEST-SOUTHWEST OF A METAL CATTLE GUARD AT THE ENTRANCE INTO THE
 AW2795'AIRPORT, 66.0 FEET WEST OF THE CENTER OF A SHELL ROAD,
 AW2795'15.0 FEET SOUTH OF A FENCE AND 5.5 FEET EAST-SOUTHEAST OF A
 AW2795'WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 AW2795'CHAMBERS 1951.
 AW2795'
 AW2795'REFERENCE MARK NO. 1 IS 40.0 FEET EAST OF THE CENTER OF
 AW2795'A CATTLE GUARD, 34.0 FEET NORTH OF A WHITE OAK TREE AND 1.0
 AW2795'FOOT SOUTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 AW2795'CHAMBERS NO 1 1951.
 AW2795'
 AW2795'REFERENCE MARK NO. 2 IS 40.0 FEET NORTH-NORTHWEST OF A POWERLINE
 AW2795'POLE PAINTED ALTERNATELY RED AND WHITE AND 38.5 FEET WEST
 AW2795'OF THE CENTER OF A SHELL ROAD.  IT PROJECTS 4 INCHES AND IS
 AW2795'STAMPED CHAMBERS NO 2 1951.
 AW2795'
 AW2795'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 AW2795'MARK NO. 2 IS 118.8 FEET.
 AW2795'
 AW2795'THE AZIMUTH MARK IS ABOUT 100 FEET NORTH-NORTHWEST OF THE
 AW2795'NORTHWEST CORNER OF A FARM HOUSE, 46.0 FEET SOUTH OF THE
 AW2795'CENTER OF STATE ROUTE NO. 61, 42.0 FEET WEST OF THE CENTER
 AW2795'OF A FARM DRIVE, 21.0 FEET WEST OF A FENCE CORNER, 1.5 FEET
 AW2795'WEST OF A WITNESS POST AND 1.0 FOOT NORTH OF A FENCE.  IT
 AW2795'PROJECTS 3 INCHES AND IS STAMPED CHAMBERS 1951.
 AW2795'
 AW2795'TO REACH THE STATION FROM THE POST OFFICE IN ANAHUAC, GO NORTH
 AW2795'TWO BLOCKS ON STATE ROUTE NO. 61, TURN RIGHT AND CONTINUE
 AW2795'EAST ON STATE ROUTE NO. 61 FOR 1.4 MILES TO A SHELL DRIVEWAY
 AW2795'LEADING INTO THE CHAMBERS COUNTY AIRPORT, TURN RIGHT AND GO
 AW2795'SOUTH ON THE DRIVE FOR ABOUT 100 YDS TO A METAL CATTLE GUARD
 AW2795'AT THE ENTRANCE INTO THE AIRPORT AND THE MARK ON THE RIGHT AS
 AW2795'DESCRIBED.
 AW2795'
 AW2795'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE
 AW2795'ROUTE NO. 61 AND 0.3 MILE TO A DRIVE INTO A FARM HOUSE ON
 AW2795'THE RIGHT AND THE MARK JUST WEST OF THE DRIVE AS DESCRIBED.
 AW2795'
 AW2795'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW2795
 AW2795                          STATION RECOVERY (1953)
 AW2795
 AW2795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 AW2795'0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COURTHOUSE
 AW2795'AT ANAHUAC, THENCE 1.35 MILES EAST ALONG STATE HIGHWAY 61,
 AW2795'THENCE 0.1 MILE SOUTH ALONG AN OILED ROAD, AT THE SOUTH
 AW2795'ENTRANCE TO THE CHAMBERS COUNTY AIRPORT, 65 FEET WEST OF THE
 AW2795'CENTER LINE OF THE ROAD, 56 FEET SOUTHWEST OF THE SOUTHWEST
 AW2795'CORNER OF A STEEL CATTLE GUARD, 35.8 FEET SOUTHWEST OF A POWER
 AW2795'POLE, 15 FEET SOUTH OF A FENCE, 5 FEET SOUTHEAST OF A WITNESS
 AW2795'POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 AW2795'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 AW2795'STAMPED CHAMBERS 1951.
 AW2795'
 AW2795'CHAMBERS R.M. 1 IS 104.8 FEET EAST OF TRIANGULATION STATION
 AW2795'CHAMBERS 1951, 57 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AW2795'OF A HOUSE, 39 FEET EAST OF THE CENTER LINE OF A ROAD, 28.2
 AW2795'FEET EAST OF THE EAST END OF A STEEL CATTLE GUARD, 11.8 FEET
 AW2795'WEST OF A FENCE, 0.5 FOOT SOUTH OF A FENCE, A REFERENCE
 AW2795'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AW2795'0.1 FOOT ABOVE THE GROUND, STAMPED CHAMBERS NO 1 1951.
 AW2795'
 AW2795'CHAMBERS R.M. 2 IS 81.2 FEET SOUTHEAST OF TRIANGULATION STATION
 AW2795'CHAMBERS 1951, 93.5 FEET SOUTH OF A POWER POLE, 38 FEET
 AW2795'WEST OF THE CENTER LINE OF A ROAD, A REFERENCE MARK DISK
 AW2795'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 AW2795'ABOVE THE GROUND, STAMPED CHAMBERS NO 2 1951.
 AW2795'
 AW2795'CHAMBERS 1951 AZIMUTH IS 0.45 MILE EAST OF TRIANGULATION
 AW2795'STATION CHAMBERS 1951, 48 FEET SOUTHEAST OF THE CENTER LINE
 AW2795'OF STATE HIGHWAY 61, 42 FEET SOUTHWEST OF THE CENTER LINE
 AW2795'OF A PRIVATE DRIVEWAY, 21 FEET SOUTHWEST OF A FENCE CORNER,
 AW2795'1 FOOT NORTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS
 AW2795'POST, 24 FEET WEST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER
 AW2795'491, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST
 AW2795'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED CHAMBERS
 AW2795'1951.
 AW2795
 AW2795                          STATION RECOVERY (1953)
 AW2795
 AW2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2795'1.7 MI E FROM ANAHUAC.
 AW2795'0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COURTHOUSE AT
 AW2795'ANAHUAC, THENCE 1.35 MILES EAST ALONG STATE HIGHWAY 61, THENCE 0.1
 AW2795'MILE SOUTH ALONG AN OILED ROAD, AT THE SOUTH OF THE ENTRANCE TO THE
 AW2795'CHAMBERS COUNTY AIRPORT, 65 FEET WEST OF THE CENTER LINE OF THE ROAD,
 AW2795'56 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL CATTLE GUARD,
 AW2795'35.8 FEET SOUTHWEST OF A POWER POLE, 15 FEET SOUTH OF A FENCE, 5 FEET
 AW2795'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AW2795'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW2795
 AW2795                          STATION RECOVERY (1959)
 AW2795
 AW2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW2795'RECOVERED IN GOOD CONDITION.
 AW2795
 AW2795                          STATION RECOVERY (1987)
 AW2795
 AW2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW2795'THE STATION WAS RECOVERED AT THIS DATE.
 AW2795'
 AW2795'THE STATION IS LOCATED ABOUT 10.0 KM (6.0 MI)
 AW2795'SOUTH-SOUTHWEST OF HANKAMER, 8.0 KM (5.0 MI) WEST OF MONROE CITY,
 AW2795'2.4 KM (1.5 MI) EAST OF ANAHUAC AND AT THE CHAMBERS COUNTY AIRPORT
 AW2795'ABOUT 0.2 KM (0.1 MI) SOUTH OF STATE HIGHWAY 61.
 AW2795'OWNERSHIP--CHAMBERS COUNTY, C/O DONALD T BRANDON, MANAGER, PO BOX
 AW2795'1206, ANAHUAC TX 77514, PHONE 409-267-3571.
 AW2795'
 AW2795'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 61 AND FARM
 AW2795'ROAD 563 ON THE EAST SIDE OF ANAHUAC, GO EAST ON STATE HIGHWAY 61
 AW2795'FOR 0.8 KM (0.5 MI) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND
 AW2795'GO SOUTH FOR 0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 AW2795'
 AW2795'THE STATION IS A STANDARD CGS DISK STAMPED---CHAMBERS 1951---, SET
 AW2795'IN THE TOP OF A SQUARE CONCRETE POST 20 CM ON A SIDE AND FLUSH WITH
 AW2795'THE GROUND.  LOCATED 19.8 METERS (65.0 FT) WEST FROM THE CENTER OF
 AW2795'PAVED ROAD, 12.3 METERS (40.4 FT) WEST-NORTHWEST FROM THE NORTH END
 AW2795'OF A CONCRETE CULVERT, 11.0 METERS (36.1 FT) SOUTHWEST FROM UTILITY
 AW2795'POLE NUMBER 1661 AND 0.4 METER (1.3 FT) EAST FROM A FIBERGLASS
 AW2795'WITNESS POST.  THE 1951 DATA INDICATES AN UNDERGROUND MARK.
 AW2795'
 AW2795'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW2795'
 AW2795'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW2795'
 AW2795'DESCRIBED BY B.L. LAMBERT.
 AW2795
 AW2795                          STATION RECOVERY (1990)
 AW2795
 AW2795'RECOVERY NOTE BY US POWER SQUADRON 1990 (TLT)
 AW2795'MARK NOT FOUND.
 AW2795
 AW2795                          STATION RECOVERY (1995)
 AW2795
 AW2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AW2795'RECOVERED AS DESCRIBED, WITH ADDITIONAL COMMENTS.  THE STATION IS
 AW2795'LOCATED DIRECTLY ACROSS AIRPORT ENTRANCE ROAD FROM (CHAMBERS COUNTY
 AW2795'ROAD DEPARTMENT 201 AIRPORT ROAD) .  THE STATION DISK IS BADLY SCARRED
 AW2795'BUT STATION MARK IS SOLID.
 AW2795
 AW2795                          STATION RECOVERY (1996)
 AW2795
 AW2795'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2795'RECOVERED IN GOOD CONDITION.
 AW2795
 AW2795                          STATION RECOVERY (2001)
 AW2795
 AW2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2795'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2795
 AW2795                          STATION RECOVERY (2005)
 AW2795
 AW2795'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0287 ***********************************************************************
 BZ0287  DESIGNATION -  CHAMBERS
 BZ0287  PID         -  BZ0287
 BZ0287  STATE/COUNTY-  TX/NAVARRO
 BZ0287  USGS QUAD   -  WINKLER (1982)
 BZ0287
 BZ0287                         *CURRENT SURVEY CONTROL
 BZ0287  ___________________________________________________________________
 BZ0287* NAD 83(1993)-  31 59 33.82975(N)    096 12 54.03273(W)     ADJUSTED  
 BZ0287* NAVD 88     -       101.265  (meters)     332.23   (feet)  ADJUSTED  
 BZ0287  ___________________________________________________________________
 BZ0287  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BZ0287  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 BZ0287  DYNAMIC HT  -         101.147 (meters)     331.85  (feet)  COMP
 BZ0287  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 BZ0287
 BZ0287  HORZ ORDER  -  SECOND
 BZ0287  VERT ORDER  -  SECOND    CLASS 0
 BZ0287
 BZ0287.The horizontal coordinates were established by classical geodetic methods
 BZ0287.and adjusted by the National Geodetic Survey in February 1996..
 BZ0287
 BZ0287.The orthometric height was determined by differential leveling
 BZ0287.and adjusted by the National Geodetic Survey in June 1991..
 BZ0287
 BZ0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0287
 BZ0287.The geoid height was determined by GEOID03.
 BZ0287
 BZ0287.The dynamic height is computed by dividing the NAVD 88
 BZ0287.geopotential number by the normal gravity value computed on the
 BZ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0287.degrees latitude (g = 980.6199 gals.).
 BZ0287
 BZ0287.The modeled gravity was interpolated from observed gravity values.
 BZ0287
 BZ0287;                    North         East     Units Scale Factor Converg.
 BZ0287;SPC TXNC     - 2,038,507.144   815,925.027   MT  1.00004191   +1 14 46.4
 BZ0287;SPC TXNC     - 6,688,002.19  2,676,914.03   sFT  1.00004191   +1 14 46.4
 BZ0287;SPC TX C     - 3,265,074.573 1,089,107.349   MT  1.00003122   +2 07 16.2
 BZ0287;SPC TX C     -10,712,165.49  3,573,179.69   sFT  1.00003122   +2 07 16.2
 BZ0287;UTM  14      - 3,543,019.640   763,123.814   MT  1.00045393   +1 28 34.9
 BZ0287
 BZ0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0287!SPC TXNC     -   0.99998810  x   1.00004191  =   1.00003001
 BZ0287!SPC TX C     -   0.99998810  x   1.00003122  =   1.00001932
 BZ0287!UTM  14      -   0.99998810  x   1.00045393  =   1.00044203
 BZ0287
 BZ0287|---------------------------------------------------------------------|
 BZ0287| PID    Reference Object                     Distance      Geod. Az  |
 BZ0287|                                                           dddmmss.s |
 BZ0287| BZ0286 CHAMBERS RM 1                        30.678 METERS 10040     |
 BZ0287| BZ0288 CHAMBERS RM 2                        31.947 METERS 21130     |
 BZ0287| BZ0289 CHAMBERS AZ MK                                     2825414.3 |
 BZ0287|---------------------------------------------------------------------|
 BZ0287
 BZ0287                          SUPERSEDED SURVEY CONTROL
 BZ0287
 BZ0287  NAD 83(1986)-  31 59 33.83778(N)    096 12 54.01498(W) AD(       ) 2
 BZ0287  NAD 27      -  31 59 33.26900(N)    096 12 53.11000(W) AD(       ) 2
 BZ0287  NGVD 29 (??/??/92)  101.262  (m)          332.22   (f) ADJ UNCH    2 0
 BZ0287
 BZ0287.Superseded values are not recommended for survey control.
 BZ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0287.See file dsdata.txt to determine how the superseded data were derived.
 BZ0287
 BZ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA6312443020(NAD 83)
 BZ0287_MARKER: DB = BENCH MARK DISK
 BZ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0287_STAMPING: CHAMBERS 1946
 BZ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0287+STABILITY: SURFACE MOTION
 BZ0287
 BZ0287  HISTORY     - Date     Condition        Report By
 BZ0287  HISTORY     - 1946     MONUMENTED       CGS
 BZ0287  HISTORY     - 1947     GOOD             NGS
 BZ0287  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0287
 BZ0287                          STATION DESCRIPTION
 BZ0287
 BZ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BZ0287'THE STATION IS LOCATED ALONG U.S. HIGHWAY NO. 287, 5 MILES
 BZ0287'EAST-SOUTHEAST OF THE VILLAGE OF EUREKA, 4.75 MILES, BY ROAD,
 BZ0287'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY NO. 309 AND U.S.
 BZ0287'HIGHWAY NO. 287 AND 125 FEET NORTH OF THE CENTER OF A CROSSROAD
 BZ0287'INTERSECTION.  IT IS SITUATED IN THE SOUTH CORNER OF A
 BZ0287'TRIANGULAR-SHAPED CULTIVATED FIELD, 50 FEET NORTHEAST OF
 BZ0287'CENTER OF THE U.S. HIGHWAY, 33 FEET WEST OF A 2-FOOT DEAD
 BZ0287'OAK TREE AND 5 FEET SOUTH OF A 4 BY 4-INCH WITNESS POST
 BZ0287'PROJECTING 30 INCHES.  IT IS STAMPED CHAMBERS 1946 AND
 BZ0287'PROJECTS 5 INCHES.
 BZ0287'
 BZ0287'REFERENCE MARK NO. 1 IS EAST SOUTHEAST FROM THE STATION,
 BZ0287'54 FEET NORTHEAST OF CENTER OF THE U.S. HIGHWAY AND 3 FEET
 BZ0287'SOUTHEAST OF A FENCE CORNER.  IT IS STAMPED CHAMBERS NO 1 1946
 BZ0287'AND PROJECTS 4 INCHES.
 BZ0287'
 BZ0287'REFERENCE MARK NO. 2 IS SOUTHWEST AND ACROSS THE HIGHWAY FROM
 BZ0287'THE STATION, 50 FEET SOUTHWEST OF CENTER OF THE ROAD AND 45 FEET
 BZ0287'NORTHWEST OF AN OAK TREE.  IT IS STAMPED CHAMBERS NO 2 1946
 BZ0287'AND PROJECTS 6 INCHES.
 BZ0287'
 BZ0287'THE AZIMUTH MARK IS LOCATED WEST NORTHWEST FROM THE STATION,
 BZ0287'45 FEET SOUTHWEST OF CENTER OF U.S. HIGHWAY NO. 287 AND 2 FEET
 BZ0287'SOUTH OF A 4 BY 4 INCH WITNESS POST PROJECTING 2 FEET.  IT
 BZ0287'IS STAMPED CHAMBERS 1946 AND PROJECTS 7 INCHES.
 BZ0287'
 BZ0287'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA GO
 BZ0287'SOUTHEASTERLY, TOWARDS PALESTINE, FOR 4.9 MILES TO THE STATION
 BZ0287'SITE ON THE LEFT AS DESCRIBED.
 BZ0287'
 BZ0287'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWESTERLY
 BZ0287'ON THE U.S. HIGHWAY FOR 0.4 MILE TO THE MARK ON THE LEFT.
 BZ0287'
 BZ0287'A 37 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT EUREKA
 BZ0287'
 BZ0287'A 37 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT RUSH
 BZ0287'
 BZ0287'A 4 FOOT TRIPOD WILL SEE A 100 FOOT LIGHT AT HOUSE
 BZ0287
 BZ0287                          STATION RECOVERY (1947)
 BZ0287
 BZ0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BZ0287'14.4 MI W FROM CAYUGA.
 BZ0287'14.4 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT CAYUGA,
 BZ0287'0.7 MILE WEST OF THE WEST END OF A LONG CONCRETE BRIDGE OVER CHAMBERS
 BZ0287'CREEK, 54 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 BZ0287'SOUTHWEST OF THE CENTER LINE OF A DIRT CROSS ROAD, 5 FEET SOUTH OF A
 BZ0287'4X4 MARKER POST, 100 FEET WEST OF AND ACROSS A DIRT ROAD FROM CHAMBERS
 BZ0287'R.M. 1, 104 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM CHAMBERS
 BZ0287'R.M. 2, 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  A BRONZE TRIANGULATION
 BZ0287'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 BZ0287'ABOVE THE GROUND.
 BZ0287
 BZ0287                          STATION RECOVERY (2002)
 BZ0287
 BZ0287'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0990 ***********************************************************************
 CA0990  DESIGNATION -  CHAMBERS
 CA0990  PID         -  CA0990
 CA0990  STATE/COUNTY-  TX/LAMPASAS
 CA0990  USGS QUAD   -  IZORO (1976)
 CA0990
 CA0990                         *CURRENT SURVEY CONTROL
 CA0990  ___________________________________________________________________
 CA0990* NAD 83(1993)-  31 21 56.20290(N)    098 07 28.36667(W)     ADJUSTED  
 CA0990* NAVD 88     -       449.5    (meters)    1475.     (feet)  VERTCON   
 CA0990  ___________________________________________________________________
 CA0990  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CA0990  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CA0990
 CA0990  HORZ ORDER  -  FIRST
 CA0990
 CA0990.The horizontal coordinates were established by classical geodetic methods
 CA0990.and adjusted by the National Geodetic Survey in February 1996..
 CA0990
 CA0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0990
 CA0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0990
 CA0990.The geoid height was determined by GEOID03.
 CA0990
 CA0990;                    North         East     Units Scale Factor Converg.
 CA0990;SPC TX C     - 3,190,424.395   910,105.031   MT  0.99990187   +1 08 15.6
 CA0990;SPC TX C     -10,467,250.70  2,985,902.92   sFT  0.99990187   +1 08 15.6
 CA0990;UTM  14      - 3,470,453.154   583,257.046   MT  0.99968550   +0 27 20.5
 CA0990
 CA0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0990!SPC TX C     -   0.99993355  x   0.99990187  =   0.99983543
 CA0990!UTM  14      -   0.99993355  x   0.99968550  =   0.99961907
 CA0990
 CA0990|---------------------------------------------------------------------|
 CA0990| PID    Reference Object                     Distance      Geod. Az  |
 CA0990|                                                           dddmmss.s |
 CA0990| CV4518 CHAMBERS RM 1                        22.117 METERS 10502     |
 CA0990| CA0991 ELM USGS 1967                        17.783 METERS 20059     |
 CA0990| CA0992 CHAMBERS RM A 1967                   26.183 METERS 25615     |
 CA0990| CV3784 RDS 9                                              3184623.6 |
 CA0990| CA0993 EVANT ATLANTIC PLINE RAD MAST       APPROX. 8.3 KM 3464641.2 |
 CA0990|---------------------------------------------------------------------|
 CA0990
 CA0990                          SUPERSEDED SURVEY CONTROL
 CA0990
 CA0990  NAD 83(1986)-  31 21 56.21198(N)    098 07 28.35049(W) AD(       ) 1
 CA0990  NAD 27      -  31 21 55.62244(N)    098 07 27.23645(W) AD(       ) 1
 CA0990  NGVD 29 (07/19/86)  449.4    (m)         1474.     (f) VERT ANG       
 CA0990
 CA0990.Superseded values are not recommended for survey control.
 CA0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0990.See file dsdata.txt to determine how the superseded data were derived.
 CA0990
 CA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8325770453(NAD 83)
 CA0990_MARKER: DS = TRIANGULATION STATION DISK
 CA0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0990_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA0990
 CA0990  HISTORY     - Date     Condition        Report By
 CA0990  HISTORY     - 1967     MONUMENTED       CGS
 CA0990
 CA0990                          STATION DESCRIPTION
 CA0990
 CA0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0990'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHEAST OF EVANT, 5 MILES
 CA0990'NORTHEAST OF ADAMSVILLE, 3/4 MILE WEST OF THE LAMPASAS-CORYELL
 CA0990'COUNTY LINE AND ON PROPERTY OWNED BY MR. ELIJAH CHAMBERS.
 CA0990'
 CA0990'TO REACH THE STATION FROM THE POST OFFICE IN EVANT, GO SOUTH ON
 CA0990'U.S. HIGHWAY 281 FOR 6.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 CA0990'AND GO EAST ON GRAVELED ROAD FOR 1.8 MILES TO A CATTLE GUARD
 CA0990'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON GRAVELED
 CA0990'ROAD FOR 0.9 MILE TO A FORK.  TAKE RIGHT FORK AND GO SOUTH FOR
 CA0990'0.45 MILE TO A FORK.  TAKE RIGHT FORK AND GO SOUTH FOR 0.15
 CA0990'MILE TO A GATE JUST EAST OF MR. ELIJAH CHAMBERS HOUSE.  PASS
 CA0990'THROUGH GATE AND GO SOUTHEAST THROUGH BARNYARD FOR 0.05 MILE
 CA0990'TO A GATE.  PASS THROUGH GATE AND GO SOUTHEASTERLY ON GRADED
 CA0990'ROAD FOR 0.7 MILE TO A GATE ON THE LEFT JUST BEFORE
 CA0990'REACHING A WINDMILL.  PASS THROUGH GATE AND GO EASTERLY
 CA0990'ON THE MAIN TRAVELED ROAD FOR 0.65 MILE TO A DIM TRACK
 CA0990'ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR
 CA0990'0.05 MILE, THENCE RIGHT ACROSS PASTURE FOR 0.05 MILE
 CA0990'TO THE STATION.
 CA0990'
 CA0990'THE STATION MARK IS A STANDARD DISK, STAMPED CHAMBERS 1967,
 CA0990'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 CA0990'FLUSH WITH THE GROUND SURFACE.  IT IS 213 FEET NORTH OF THE
 CA0990'CENTER OF A TRACK ROAD AND 71 FEET SOUTH-SOUTHEAST OF A POWER
 CA0990'LINE POLE.
 CA0990'
 CA0990'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHAMBERS NO 1
 CA0990'1967, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 CA0990'IS FLUSH WITH THE GROUND SURFACE.  IT IS 222 FEET NORTH OF THE
 CA0990'CENTER OF THE TRACK ROAD AND 103 FEET SOUTHEAST OF THE POWER
 CA0990'LINE POLE.
 CA0990'
 CA0990'REFERENCE MARK 2 IS A USGS BENCH MARK DISK, STAMPED ELM 1953
 CA0990'1471, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT
 CA0990'PROJECTS 6-INCHES.  IT IS 141 FEET SOUTH OF THE POWER LINE
 CA0990'POLE AND 140 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 CA0990'
 CA0990'THE AZIMUTH MARK IS A USGS BENCH MARK DISK, STAMPED RDS 9
 CA0990'1953 1226, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 CA0990'THAT PROJECTS 8-INCHES.  IT IS 46 FEET SOUTHEAST OF THE CENTER
 CA0990'OF A CATTLE GUARD, 1.5 FEET SOUTH OF A METAL WITNESS POST WITH
 CA0990'SIGN AND 1 FOOT SOUTHWEST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2991 ***********************************************************************
 BX2991  DESIGNATION -  CHAMBERS
 BX2991  PID         -  BX2991
 BX2991  STATE/COUNTY-  TX/SABINE
 BX2991  USGS QUAD   -  MILAM (1984)
 BX2991
 BX2991                         *CURRENT SURVEY CONTROL
 BX2991  ___________________________________________________________________
 BX2991* NAD 83(1993)-  31 28 03.70553(N)    093 50 12.25197(W)     ADJUSTED  
 BX2991* NAVD 88     -       168.4    (meters)     552.     (feet)  VERTCON   
 BX2991  ___________________________________________________________________
 BX2991  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BX2991  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BX2991
 BX2991  HORZ ORDER  -  FIRST
 BX2991
 BX2991.The horizontal coordinates were established by classical geodetic methods
 BX2991.and adjusted by the National Geodetic Survey in February 1996..
 BX2991
 BX2991.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2991
 BX2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2991
 BX2991.The geoid height was determined by GEOID03.
 BX2991
 BX2991;                    North         East     Units Scale Factor Converg.
 BX2991;SPC TX C     - 3,217,677.956 1,317,000.367   MT  0.99991475   +3 20 46.1
 BX2991;SPC TX C     -10,556,665.09  4,320,858.70   sFT  0.99991475   +3 20 46.1
 BX2991;UTM  15      - 3,481,739.282   420,511.269   MT  0.99967793   -0 26 12.5
 BX2991
 BX2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2991!SPC TX C     -   0.99997781  x   0.99991475  =   0.99989256
 BX2991!UTM  15      -   0.99997781  x   0.99967793  =   0.99965575
 BX2991
 BX2991|---------------------------------------------------------------------|
 BX2991| PID    Reference Object                     Distance      Geod. Az  |
 BX2991|                                                           dddmmss.s |
 BX2991| CV8239 CHAMBERS RM 1                        22.455 METERS 08516     |
 BX2991| BX2990 CHAMBERS HILL LOT                    13.518 METERS 13706     |
 BX2991| BX2989 MILAM SABINE R AUTH KHT 89          APPROX. 0.7 KM 1395638.4 |
 BX2991| BX2994 YELLOWPINE LOT                      APPROX.20.7 KM 1732645.6 |
 BX2991| BX2992 HEMPHILL WATER TANK                 APPROX.14.0 KM 1835609.3 |
 BX2991| CV8240 CHAMBERS RM 2                        22.655 METERS 19040     |
 BX2991| CV8241 CHAMBERS RM 3                       101.121 METERS 22124     |
 BX2991| BY2630 BRONSON LOT                         APPROX.19.7 KM 2325608.4 |
 BX2991| BX3047 BRITTAIN RESET                      APPROX.18.6 KM 3450313.6 |
 BX2991|---------------------------------------------------------------------|
 BX2991
 BX2991                          SUPERSEDED SURVEY CONTROL
 BX2991
 BX2991  NAD 83(1993)-  31 28 03.71242(N)    093 50 12.24659(W) AD(       ) 1
 BX2991  NAD 83(1986)-  31 28 03.71374(N)    093 50 12.24681(W) AD(       ) 1
 BX2991  NAD 27      -  31 28 03.06513(N)    093 50 11.57877(W) AD(       ) 1
 BX2991  NGVD 29 (07/19/86)  168.5    (m)          553.     (f) VERT ANG       
 BX2991
 BX2991.Superseded values are not recommended for survey control.
 BX2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2991.See file dsdata.txt to determine how the superseded data were derived.
 BX2991
 BX2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ2051181739(NAD 83)
 BX2991_MARKER: DS = TRIANGULATION STATION DISK
 BX2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2991
 BX2991  HISTORY     - Date     Condition        Report By
 BX2991  HISTORY     - 1971     MONUMENTED       NGS
 BX2991  HISTORY     - 20010505 GOOD             USPSQD
 BX2991
 BX2991                          STATION DESCRIPTION
 BX2991
 BX2991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2991'5 AND 10 KGS. TENSION ON MEASUREMENT TO THE REFERENCE MARKS.
 BX2991'
 BX2991'THE STATION IS ABOUT 13.5 MILES NORTHEAST OF BRONSON, 8.5 MILES
 BX2991'NORTH OF HEMPHILL, 2.5 MILES NORTH-NORTHEAST OF MILAM AND IN THE
 BX2991'SABINE NATIONAL FOREST AND AT THE SITE OF THE CHAMBERS HILL LOOKOUT
 BX2991'TOWER.  MR. L. J. MOORE, DISTRICT RANGER, SAN AUGUSTINE, TEXAS.
 BX2991'
 BX2991'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 87
 BX2991'IN MILAM, GO NORTHLY ON STATE HIGHWAY 87 FOR 2.25 MILES TO FORESTER
 BX2991'ROAD 87-B ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON FORESTER
 BX2991'ROAD 87-B FOR 0.35 MILE TO A CROSSROAD AND THE CHAMBERS HILL
 BX2991'LOOKOUT TOWER AND THE STATION SITE.
 BX2991'
 BX2991'STATION MARKS ARE STANDARD DISKS STAMPED CHAMBERS 1971.  THE SURFACE
 BX2991'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2991'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 145 FEET
 BX2991'NORTH-NORTHWEST OF THE CENTER OF THE CROSSROAD, 30 FEET NORTHWEST
 BX2991'OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 26 FEET EAST-NORTHEAST
 BX2991'OF A 16-INCH PINE TREE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 BX2991'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BX2991'SURFACE.
 BX2991'
 BX2991'REFERENCE MARK 1, A STANDARD DISK STAMPED CHAMBERS NO 1 1971, IS
 BX2991'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2991'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 57 FEET
 BX2991'NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 44 FEET
 BX2991'WEST-SOUTHWEST OF A 12-INCH PINE TREE.
 BX2991'
 BX2991'REFERENCE MARK 2, A STANDARD DISK STAMPED CHAMBERS NO 2 1971, IS SET
 BX2991'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 BX2991'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 94 FEET NORTHWEST OF THE
 BX2991'CENTER OF THE CROSSROAD AND 65 FEET SOUTH-SOUTHWEST OF THE
 BX2991'NORTHWEST LEG OF THE LOOKOUT TOWER.
 BX2991'
 BX2991'REFERENCE MARK 3, A STANDARD DISK STAMPED CHAMBERS NO 3 1971, IS
 BX2991'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2991'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET NORTH OF
 BX2991'A 20-INCH PINE TREE, 21.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 BX2991'CORNER OF A HOUSE AND 2.5 FEET EAST-NORTHEAST OF A METAL WITNESS
 BX2991'POST.
 BX2991'
 BX2991'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 BX2991'
 BX2991'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 BX2991'
 BX2991'NEAREST TOWN--2.5 MILES NNE OF MILAM.
 BX2991
 BX2991                          STATION RECOVERY (2001)
 BX2991
 BX2991'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BX2991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3047 ***********************************************************************
 CS3047  DESIGNATION -  CHAMBERS
 CS3047  PID         -  CS3047
 CS3047  STATE/COUNTY-  TX/ELLIS
 CS3047  USGS QUAD   -  MAYPEARL (1978)
 CS3047
 CS3047                         *CURRENT SURVEY CONTROL
 CS3047  ___________________________________________________________________
 CS3047* NAD 83(1993)-  32 18 14.94523(N)    097 03 24.80643(W)     ADJUSTED  
 CS3047* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 CS3047  ___________________________________________________________________
 CS3047  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 CS3047  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CS3047
 CS3047  HORZ ORDER  -  SECOND
 CS3047
 CS3047.The horizontal coordinates were established by classical geodetic methods
 CS3047.and adjusted by the National Geodetic Survey in February 1996..
 CS3047
 CS3047.The orthometric height was scaled from a topographic map.
 CS3047
 CS3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3047
 CS3047.The geoid height was determined by GEOID03.
 CS3047
 CS3047;                    North         East     Units Scale Factor Converg.
 CS3047;SPC TXNC     - 2,071,625.427   735,901.756   MT  0.99995707   +0 47 13.4
 CS3047;SPC TXNC     - 6,796,657.76  2,414,371.01   sFT  0.99995707   +0 47 13.4
 CS3047;UTM  14      - 3,575,807.616   682,943.759   MT  1.00001274   +1 02 19.4
 CS3047
 CS3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3047!SPC TXNC     -   0.99997535  x   0.99995707  =   0.99993242
 CS3047!UTM  14      -   0.99997535  x   1.00001274  =   0.99998809
 CS3047
 CS3047|---------------------------------------------------------------------|
 CS3047| PID    Reference Object                     Distance      Geod. Az  |
 CS3047|                                                           dddmmss.s |
 CS3047| CX9197 CHAMBERS RM 1                        30.632 METERS 07449     |
 CS3047| CX9196 CHAMBERS AZ MK                                     1121011.2 |
 CS3047| CX9198 CHAMBERS RM 2                        28.072 METERS 29937     |
 CS3047|---------------------------------------------------------------------|
 CS3047
 CS3047                          SUPERSEDED SURVEY CONTROL
 CS3047
 CS3047  NAD 83(1986)-  32 18 14.95154(N)    097 03 24.78709(W) AD(       ) 2
 CS3047  NAD 27      -  32 18 14.43000(N)    097 03 23.76900(W) AD(       ) 2
 CS3047
 CS3047.Superseded values are not recommended for survey control.
 CS3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3047.See file dsdata.txt to determine how the superseded data were derived.
 CS3047
 CS3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA8294475808(NAD 83)
 CS3047_MARKER: DS = TRIANGULATION STATION DISK
 CS3047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3047
 CS3047  HISTORY     - Date     Condition        Report By
 CS3047  HISTORY     - 1948     MONUMENTED       CGS
 CS3047
 CS3047                          STATION DESCRIPTION
 CS3047
 CS3047'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3047'STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF MAYPEARL AND
 CS3047'8 MILES EAST OF GRANDVIEW, ON THE SOUTH SIDE OF A GRAVEL ROAD
 CS3047'THAT EXTENDS WESTERLY FROM MAYPEARL AND IN THE SOUTHWEST CORNER
 CS3047'OF A SMALL PASTURE LOT OF THE FARM OWNED BY MR. H.H. PORTER.
 CS3047'IT IS ABOUT 100 YARDS SOUTH OF A FARM HOUSE, 75 YARDS EAST
 CS3047'OF THE ROAD, 17 FEET WEST OF A WITNESS POST AND 14 FEET
 CS3047'NORTHWEST OF THE SOUTH PASTURE FENCE LINE.  THE MARK PROJECTS 2
 CS3047'INCHES AND THE DISC IS STAMPED CHAMBERS 1948.
 CS3047'
 CS3047'REFERENCE MARK NO. 1 IS 100.50 FEET NORTHWEST OF THE STATION,
 CS3047'AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE OF THE PASTURE
 CS3047'MENTIONED ABOVE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 CS3047'STAMPED CHAMBERS NO 1 1948.
 CS3047'
 CS3047'REFERENCE MARK NO. 2 IS 92.10 FEET EAST-SOUTHEAST OF THE STATION
 CS3047'IN THE EAST-WEST FENCE LINE AT THE SOUTH SIDE OF THE PASTURE
 CS3047'MENTIONED ABOVE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 CS3047'STAMPED CHAMBERS NO 2 1948.
 CS3047'
 CS3047'AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHWEST OF THE STATION,
 CS3047'IN THE RIGHT ANGLE TURN OF THE GRAVEL ROAD FROM MAYPEARL.
 CS3047'IT IS 6.2 FEET SOUTH OF THE FENCE CORNER, 4.2 FEET SOUTH OF A
 CS3047'WHITE WITNESS POST AND NEAR THE NORTHEAST CORNER OF A LARGE
 CS3047'PASTURE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 CS3047'CHAMBERS 1948.
 CS3047'
 CS3047'THE STATION MAY BE REACHED FROM THE RAILROAD STATION IN MAYPEARL
 CS3047'BY GOING SOUTH ON A GRADED ROAD FOR ABOUT 0.5 MILE TO A WIDE
 CS3047'T-INTERSECTION OF ROADS, THENCE RIGHT OR WESTERLY ON GRADED ROAD
 CS3047'FOR 2.7 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED
 CS3047'ABOVE.  CONTINUE WESTERLY FOR 0.3 MILE TO THE PORTER FARM HOUSE
 CS3047'ON THE RIGHT AND THE STATION SITE IN THE SMALL PASTURE ON
 CS3047'THE LEFT.
 CS3047'
 CS3047'A 77 FT. SIGNAL AT ESKRIDGE IS VISIBLE FROM THE GROUND.
 CS3047'
 CS3047'A 77 FOOT SIGNAL AT LEGUIZAMON IS VISIBLE FROM THE GROUND.
 CS3047'
 CS3047'A 103 FT. SIGNAL AT ONION IS VISIBLE AT 45 FT.
 CS3047'
 CS3047'A 103 FT. SIGNAL AT ITALY IS VISIBLE AT 90 FEET.
 CS3047'
 CS3047'AN 88 FOOT SIGNAL AT FILES IS VISIBLE AT 45 FT.
 CS3047'
 CS3047'A 103 FT. SIGNAL AT GRANDVIEW IS VISIBLE AT 45 FT.
 CS3047'
 CS3047'A 103 FT. SIGNAL AT ORCHARD IS VISIBLE FROM THE GROUND.
 CS3047'
 CS3047'A 103 FT. SIGNAL AT ALVARADO IS VISIBLE FROM 37 FT.
 CS3047'
 CS3047'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0965 ***********************************************************************
 CD0965  DESIGNATION -  CHAMBERS
 CD0965  PID         -  CD0965
 CD0965  STATE/COUNTY-  TX/CULBERSON
 CD0965  USGS QUAD   -  APACHE PEAK (1973)
 CD0965
 CD0965                         *CURRENT SURVEY CONTROL
 CD0965  ___________________________________________________________________
 CD0965* NAD 83(1993)-  31 25 22.28689(N)    104 54 17.43033(W)     ADJUSTED  
 CD0965* NAVD 88     -      2015.     (meters)    6611.     (feet)  SCALED    
 CD0965  ___________________________________________________________________
 CD0965  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 CD0965  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0965
 CD0965  HORZ ORDER  -  FIRST
 CD0965
 CD0965.The horizontal coordinates were established by classical geodetic methods
 CD0965.and adjusted by the National Geodetic Survey in February 1996..
 CD0965
 CD0965.The orthometric height was scaled from a topographic map.
 CD0965
 CD0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0965
 CD0965.The geoid height was determined by GEOID03.
 CD0965
 CD0965;                    North         East     Units Scale Factor Converg.
 CD0965;SPC TX C     - 3,203,614.197   265,501.903   MT  0.99990870   -2 21 16.5
 CD0965;SPC TX C     -10,510,524.24    871,067.49   sFT  0.99990870   -2 21 16.5
 CD0965;UTM  13      - 3,476,470.618   509,044.051   MT  0.99960101   +0 02 58.6
 CD0965
 CD0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0965!SPC TX C     -   0.99968732  x   0.99990870  =   0.99959604
 CD0965!UTM  13      -   0.99968732  x   0.99960101  =   0.99928845
 CD0965
 CD0965|---------------------------------------------------------------------|
 CD0965| PID    Reference Object                     Distance      Geod. Az  |
 CD0965|                                                           dddmmss.s |
 CD0965| CH8575 CHAMBERS RM 1                        20.337 METERS 15455     |
 CD0965| CH8576 CHAMBERS RM 2                         7.083 METERS 24046     |
 CD0965| CD1088 EL PASO FORT WORTH AWY BCN 2                       2933639.8 |
 CD0965| CD1087 EL PASO FORT WORTH AWY BCN 3        APPROX.94.1 KM 2975855.3 |
 CD0965| CD1081 EL PASO FORT WORTH AWY BCN 4        APPROX.80.7 KM 3015909.7 |
 CD0965| CD1012 EL PASO FORT WORTH AWY BCN 6        APPROX.58.0 KM 3131200.2 |
 CD0965| CH8574 CHAMBERS AZ MK                                     3442918.3 |
 CD0965|---------------------------------------------------------------------|
 CD0965
 CD0965                          SUPERSEDED SURVEY CONTROL
 CD0965
 CD0965  NAD 83(1986)-  31 25 22.28890(N)    104 54 17.42757(W) AD(       ) 1
 CD0965  NAD 27      -  31 25 21.84800(N)    104 54 15.63600(W) AD(       ) 1
 CD0965
 CD0965.Superseded values are not recommended for survey control.
 CD0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0965.See file dsdata.txt to determine how the superseded data were derived.
 CD0965
 CD0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ0904476471(NAD 83)
 CD0965_MARKER: DS = TRIANGULATION STATION DISK
 CD0965_SETTING: 66 = SET IN ROCK OUTCROP
 CD0965_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CD0965
 CD0965  HISTORY     - Date     Condition        Report By
 CD0965  HISTORY     - 1934     MONUMENTED       CGS
 CD0965  HISTORY     - 1943     GOOD             CGS
 CD0965
 CD0965                          STATION DESCRIPTION
 CD0965
 CD0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD0965'STATION IS ON A BRUSH-AND TREE-COVERED HILL ABOUT 6 MILES
 CD0965'E OF THE OLD DESERTED CHAMBERS RANCH.  THIS HILL IS ABOUT
 CD0965'5 MILES W OF STATE HIGHWAY 54 AND RISES ABOVE THE RIM WHICH
 CD0965'IS PLAINLY VISIBLE FROM THE HIGHWAY.  FROM THE RIM THERE IS ABOUT
 CD0965'AN 1800-FOOT DROP TO THE LOWER GROUND TO THE E.  THERE IS A BARE
 CD0965'HILL OF ABOUT THE SAME ELEVATION AS THE STATION HILL ABOUT
 CD0965'3/8 MILE TO THE E.
 CD0965'
 CD0965'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 CD0965'CONCRETE IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 CD0965'
 CD0965'REFERENCE MARK 1 IS ESE OF THE STATION.
 CD0965'
 CD0965'REFERENCE MARK 2 IS SSW OF THE STATION.
 CD0965'
 CD0965'THE AZIMUTH MARK IS ABOUT 3/8 MILE NE OF THE STATION ON A LOW
 CD0965'OUTCROPPING RIM OF A HILL WHICH RISES ABOVE THE MAIN RIM.
 CD0965'
 CD0965'THE STATION IS REACHED FROM ALLAMORE BY GOING N ON A GRADED ROAD
 CD0965'5.1 MILES TO A FORK AT THE TOP OF A HILL.  TAKE THE LEFT FORK 0.25
 CD0965'MILE.  AT THE BOTTOM OF A HILL TAKE THE LEFT FORK FOR 0.55 MILE.
 CD0965'TAKE THE RIGHT FORK FOR 4.65 MILES TO THE OLD BOUNDS RANCH.  GO
 CD0965'THROUGH CATTLE GUARD AND FOLLOW THE ROAD N FOR 1.45 MILES.
 CD0965'TAKE THE RIGHT FORK 0.8 MILE.  PASS OVER THE CATTLE GUARD AND
 CD0965'FOLLOW THE ROAD 2.55 MILES.  TAKE THE LEFT FORK 0.75 MILE.
 CD0965'TAKE THE RIGHT FORK 1.15 MILES TO A CROSSROADS.  CONTINUE
 CD0965'STRAIGHT AHEAD 0.45 MILE.  PASS THROUGH A WIRE GATE AND
 CD0965'CONTINUE 3.7 MILES.  PASS THROUGH A WIRE GATE AND CONTINUE
 CD0965'0.5 MILE TO A WATER TANK ON THE RIGHT SIDE OF THE ROAD.
 CD0965'CONTINUE 0.25 MILE.  TAKE THE LEFT FORK 0.65 MILE TO A DIRT
 CD0965'WATER TANK (CEDAR TANK).  AT THE N SIDE OF THE TANK PICK UP A
 CD0965'DIM ROAD LEADING NW AND FOLLOW THIS ROAD 0.5 MILE TO A
 CD0965'CROSSROADS.  GO STRAIGHT AHEAD 0.6 MILE.  PASS THROUGH A
 CD0965'WIRE GATE AND CONTINUE 1.0 MILE.  TAKE RIGHT FORK 0.15 MILE.
 CD0965'COME TO A ROAD LEADING E AND FOLLOW IT 0.5 MILE TO A DRY
 CD0965'DIRT TANK ON THE LEFT SIDE OF THE ROAD.  CONTINUE 0.9 MILE
 CD0965'TO A DIRT TANK ON THE RIGHT SIDE OF THE ROAD.  CONTINUE 0.7
 CD0965'MILE.  PASS THROUGH A WIRE GATE AND CONTINUE 2.25 MILES TO
 CD0965'THE CHAMBERS RANCH.  TAKE ROAD E 0.25 MILE UP CANYON.  DROP
 CD0965'INTO A DRY STREAM AND FOLLOW THE ROAD UP THE CANYON 1.0
 CD0965'MILE TO A DRY TANK.  CROSS THE TANK AND CONTINUE ON THE ROAD
 CD0965'1.0 MILE.  TAKE RIGHT FORK 0.9 MILE.  FROM THIS POINT A TRUCK
 CD0965'MAY BE TAKEN ONLY A SHORT DISTANCE FARTHER.  PACK UP THE CANYON
 CD0965'ABOUT 1.0 MILE TO A FORK IN THE CANYON.  CLIMB UP THE POINT
 CD0965'BETWEEN THE TWO CANYONS AND CONTINUE UP THE RIDGE SE TO THE
 CD0965'TOP.  THEN BEAR TO THE LEFT (NE) ALONG THE SIDE OF THE RIDGE,
 CD0965'CIRCLING THE CANYON TO THE RIGHT.  THE HILL ON WHICH THE STATION
 CD0965'IS LOCATED IS PLAINLY VISIBLE TO THE E FROM ANY POINT ALONG
 CD0965'THIS RIDGE.  IT IS ABOUT A 1-HOUR PACK.
 CD0965'
 CD0965'A 4-FOOT STAND WAS ERECTED.
 CD0965
 CD0965                          STATION RECOVERY (1943)
 CD0965
 CD0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0965'ALL MARKS FOUND IN GOOD CONDITION.  THE STATION IS LOCATED ON A
 CD0965'TREE-AND BRUSH-COVERED HILL, ABOUT 28 MILES (AIRLINE) N OF
 CD0965'VAN HORN, ABOUT 6 MILES NE OF THE CHAMBERS RANCH BUILDINGS AND
 CD0965'ABOUT 6 MILES SW OF THE FIGURE TWO RANCH HEADQUARTERS.
 CD0965'
 CD0965'THE STATION MARK IS A BRONZE STATION DISK SET IN A DRILL
 CD0965'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH GROUND.  IT IS STAMPED
 CD0965'CHAMBERS 1934.
 CD0965'
 CD0965'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CD0965'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH GROUND AND ABOUT 6 INCHES
 CD0965'LOWER THAN THE STATION.  IT IS STAMPED CHAMBERS NO 1 1934.
 CD0965'
 CD0965'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CD0965'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH GROUND.  IT IS STAMPED
 CD0965'CHAMBERS NO 2 1934.
 CD0965'
 CD0965'THE AZIMUTH MARK IS ABOUT 0.3 MILE NNW OF STATION, ON THE
 CD0965'SLOPE OF A HILL, ABOUT 4 FEET FROM THE EDGE OF RIM AND NEAR
 CD0965'A SMALL ROCK CAIRN.  IT IS A BRONZE AZIMUTH DISK SET IN A DRILL
 CD0965'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED CHAMBERS 1934.
 CD0965'
 CD0965'TO REACH FROM VAN HORN, GO W ON U.S. HIGHWAY 80 11.4 MILES
 CD0965'TO ALLAMORE.  TURN RIGHT ACROSS RAILROAD AND CONTINUE ON BLADED
 CD0965'ROAD 5.3 MILES TO FORKS.  TAKE LEFT FORK AND CONTINUE 6.5 MILES
 CD0965'TO ANOTHER FORK.  TAKE LEFT FORK 0.2 MILE TO BROKEN BUMPER
 CD0965'GATE.  PASS THROUGH GATE AND CONTINUE ON MAIN-TRAVELED ROAD
 CD0965'9.1 MILES TO FORKS.  TAKE RIGHT FORK 3.8 MILES TO WHITE BUMPER
 CD0965'GATE.  PASS THROUGH GATE AND GO 1.5 MILES TO GRADED ROAD LEFT.
 CD0965'TAKE ROAD LEFT FOR 0.4 MILE TO WHITE BUMPER GATE.  PASS
 CD0965'THROUGH GATE AND CONTINUE ON MAIN-TRAVELED ROAD 4.1 MILES TO
 CD0965'CHAMBERS RANCH (ALSO KNOWN AS THE BILL SLAUGHTER RANCH).
 CD0965'CONTINUE UP CANYON, ON ONLY ROAD, FOR 3.6 MILES TO LARGE
 CD0965'DIRT TANK.  PASS TO LEFT OF DIRT TANK AND CONTINUE UP MAIN
 CD0965'CANYON ABOUT 1.0 MILE TO FORKS IN CANYON.  CLIMB UP THE
 CD0965'POINT BETWEEN CANYONS TO TOP OF RIDGE.  FOLLOW RIDGE E
 CD0965'APPROXIMATELY 1 MILE TO N-S FENCE.  TURN RIGHT AND
 CD0965'FOLLOW FENCELINE ACROSS A LOW SADDLE TO TOP OF HILL AND
 CD0965'STATION.  THE STATION IS ON THE HIGHEST POINT OF HILL AND
 CD0965'ABOUT 15 FEET W OF THE FENCE.
 CD0965'
 CD0965'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2792 ***********************************************************************
 AW2792  DESIGNATION -  CHAMBERS AZ MK
 AW2792  PID         -  AW2792
 AW2792  STATE/COUNTY-  TX/CHAMBERS
 AW2792  USGS QUAD   -  ANAHUAC (1993)
 AW2792
 AW2792                         *CURRENT SURVEY CONTROL
 AW2792  ___________________________________________________________________
 AW2792* NAD 83(1986)-  29 46 34.     (N)    094 39 20.     (W)     SCALED    
 AW2792* NAVD 88     -         6.12   (+/-2cm)      20.1    (feet)  VERTCON   
 AW2792  ___________________________________________________________________
 AW2792  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2792
 AW2792  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2792
 AW2792.The horizontal coordinates were scaled from a topographic map and have
 AW2792.an estimated accuracy of +/- 6 seconds.
 AW2792
 AW2792.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2792.The vertical order pertains to the NGVD 29 superseded value.
 AW2792
 AW2792.The geoid height was determined by GEOID03.
 AW2792
 AW2792;                    North         East    Units  Estimated Accuracy
 AW2792;SPC TXSC     - 4,223,110.    1,019,980.      MT  (+/- 180 meters Scaled)
 AW2792
 AW2792                          SUPERSEDED SURVEY CONTROL
 AW2792
 AW2792  NGVD 29 (??/??/92)    6.12   (m)           20.1    (f) COMPUTED    1 2
 AW2792
 AW2792.Superseded values are not recommended for survey control.
 AW2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2792.See file dsdata.txt to determine how the superseded data were derived.
 AW2792
 AW2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN399951(NAD 83)
 AW2792_MARKER: DZ = AZIMUTH MARK DISK
 AW2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2792_STAMPING: CHAMBERS 1951
 AW2792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2792+STABILITY: SURFACE MOTION
 AW2792
 AW2792  HISTORY     - Date     Condition        Report By
 AW2792  HISTORY     - 1951     MONUMENTED       CGS
 AW2792  HISTORY     - 1959     GOOD             NGS
 AW2792  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW2792  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2792  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW2792
 AW2792                          STATION DESCRIPTION
 AW2792
 AW2792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2792'1.9 MI E FROM ANAHUAC.
 AW2792'ABOUT 0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COUNTY
 AW2792'COURTHOUSE AT ANAHUAC, THENCE ABOUT 1.65 MILES EAST ALONG STATE
 AW2792'HIGHWAY 61, AT THE WEST END OF A CURVE IN THE ROAD, 48 FEET SOUTH OF
 AW2792'THE CENTER LINE OF THE HIGHWAY, 118 FEET NORTHWEST OF THE NORTHWEST
 AW2792'CORNER OF A FARMHOUSE, 42 FEET WEST OF THE CENTER LINE OF A DRIVEWAY,
 AW2792'6 1/2 FEET NORTH OF A FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 AW2792'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 AW2792'CONCRETE POST PROJECTING 4 INCHES.
 AW2792
 AW2792                          STATION RECOVERY (1996)
 AW2792
 AW2792'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2792'MARK NOT FOUND.
 AW2792
 AW2792                          STATION RECOVERY (2001)
 AW2792
 AW2792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2792'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2792
 AW2792                          STATION RECOVERY (2005)
 AW2792
 AW2792'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0289 ***********************************************************************
 BZ0289  DESIGNATION -  CHAMBERS AZ MK
 BZ0289  PID         -  BZ0289
 BZ0289  STATE/COUNTY-  TX/NAVARRO
 BZ0289  USGS QUAD   -  WINKLER (1982)
 BZ0289
 BZ0289                         *CURRENT SURVEY CONTROL
 BZ0289  ___________________________________________________________________
 BZ0289* NAD 83(1986)-  31 59 39.     (N)    096 13 20.     (W)     SCALED    
 BZ0289* NAVD 88     -       100.948  (meters)     331.19   (feet)  ADJUSTED  
 BZ0289  ___________________________________________________________________
 BZ0289  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 BZ0289  DYNAMIC HT  -         100.830 (meters)     330.81  (feet)  COMP
 BZ0289  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 BZ0289
 BZ0289  VERT ORDER  -  SECOND    CLASS 0
 BZ0289
 BZ0289.The horizontal coordinates were scaled from a topographic map and have
 BZ0289.an estimated accuracy of +/- 6 seconds.
 BZ0289
 BZ0289.The orthometric height was determined by differential leveling
 BZ0289.and adjusted by the National Geodetic Survey in June 1991..
 BZ0289
 BZ0289.The geoid height was determined by GEOID03.
 BZ0289
 BZ0289.The dynamic height is computed by dividing the NAVD 88
 BZ0289.geopotential number by the normal gravity value computed on the
 BZ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0289.degrees latitude (g = 980.6199 gals.).
 BZ0289
 BZ0289.The modeled gravity was interpolated from observed gravity values.
 BZ0289
 BZ0289;                    North         East    Units  Estimated Accuracy
 BZ0289;SPC TXNC     - 2,038,650.      815,240.      MT  (+/- 180 meters Scaled)
 BZ0289
 BZ0289                          SUPERSEDED SURVEY CONTROL
 BZ0289
 BZ0289  NGVD 29 (??/??/92)  100.945  (m)          331.18   (f) ADJ UNCH    2 0
 BZ0289
 BZ0289.Superseded values are not recommended for survey control.
 BZ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0289.See file dsdata.txt to determine how the superseded data were derived.
 BZ0289
 BZ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA624431(NAD 83)
 BZ0289_MARKER: DZ = AZIMUTH MARK DISK
 BZ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0289_STAMPING: CHAMBERS 1946
 BZ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0289+STABILITY: SURFACE MOTION
 BZ0289
 BZ0289  HISTORY     - Date     Condition        Report By
 BZ0289  HISTORY     - 1946     MONUMENTED       CGS
 BZ0289  HISTORY     - 1947     GOOD             NGS
 BZ0289  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0289
 BZ0289                          STATION DESCRIPTION
 BZ0289
 BZ0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0289'14.9 MI W FROM CAYUGA.
 BZ0289'14.9 MILES WEST ALONG U.S. HIGHWAY NO.287 FROM THE POST OFFICE AT
 BZ0289'CAYUGA, 1.2 MILE WEST OF THE WEST END OF A LONG CONCRETE BRIDGE OVER
 BZ0289'CHAMBERS CREEK, 0.1 MILE WEST OF A LARGE CONCRETE CULVERT, ON THE EAST
 BZ0289'SLOPE OF A HILL, 45.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1.5
 BZ0289'FOOT EAST OF A REFERENCE POST, A BRONZE AZIMUTH DISK SET IN A CONCRETE
 BZ0289'POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.6 FOOT.
 BZ0289
 BZ0289                          STATION RECOVERY (2002)
 BZ0289
 BZ0289'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2990 ***********************************************************************
 BX2990  DESIGNATION -  CHAMBERS HILL LOT
 BX2990  PID         -  BX2990
 BX2990  STATE/COUNTY-  TX/SABINE
 BX2990  USGS QUAD   -  MILAM (1984)
 BX2990
 BX2990                         *CURRENT SURVEY CONTROL
 BX2990  ___________________________________________________________________
 BX2990* NAD 83(1993)-  31 28 03.38398(N)    093 50 11.90345(W)     ADJUSTED  
 BX2990* NAVD 88     -                                                        
 BX2990  ___________________________________________________________________
 BX2990  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BX2990  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BX2990
 BX2990  HORZ ORDER  -  THIRD
 BX2990
 BX2990.The horizontal coordinates were established by classical geodetic methods
 BX2990.and adjusted by the National Geodetic Survey in February 1996..
 BX2990
 BX2990
 BX2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2990
 BX2990.The geoid height was determined by GEOID03.
 BX2990
 BX2990;                    North         East     Units Scale Factor Converg.
 BX2990;SPC TX C     - 3,217,668.607 1,317,010.129   MT  0.99991474   +3 20 46.2
 BX2990;SPC TX C     -10,556,634.42  4,320,890.73   sFT  0.99991474   +3 20 46.2
 BX2990;UTM  15      - 3,481,729.312   420,520.390   MT  0.99967791   -0 26 12.3
 BX2990
 BX2990                          SUPERSEDED SURVEY CONTROL
 BX2990
 BX2990  NAD 83(1993)-  31 28 03.39182(N)    093 50 11.89910(W) AD(       ) 4
 BX2990  NAD 83(1986)-  31 28 03.39236(N)    093 50 11.89692(W) AD(       ) 4
 BX2990  NAD 27      -  31 28 02.74289(N)    093 50 11.22969(W) AD(       ) 3
 BX2990
 BX2990.Superseded values are not recommended for survey control.
 BX2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2990.See file dsdata.txt to determine how the superseded data were derived.
 BX2990
 BX2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ2052081729(NAD 83)
 BX2990_MARKER: 57 = LOOKOUT TOWER
 BX2990
 BX2990  HISTORY     - Date     Condition        Report By
 BX2990  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX2990  HISTORY     - 20010505 MARK NOT FOUND   USPSQD
 BX2990
 BX2990                          STATION DESCRIPTION
 BX2990
 BX2990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX2990'CHAMBER HILL LOOKOUT TOWER, OWNED BY THE U. S. FOREST SERVICE, IS
 BX2990'LOCATED ABOUT 2-1/2 MILES NORTH-NORTHEAST OF MILAM AND 1/4 MILE EAST
 BX2990'OF U. S. HIGHWAY 87.
 BX2990'
 BX2990'IT IS A FOUR-LEGGED STEEL STRUCTURE, SUPPORTING A SMALL CABIN,
 BX2990'PAINTED SILVER AND HAS AN OVERALL HEIGHT OF 110 FEET.
 BX2990'
 BX2990'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 87 AND STATE
 BX2990'HIGHWAY 21 IN MILAM, GO NORTHERLY ON HIGHWAY 87 FOR 2.2 MILES TO A
 BX2990'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON THE
 BX2990'GRAVELED ROAD FOR 0.3 MILE TO THE TOP OF A HILL AND THE STATION.
 BX2990'
 BX2990'POINT INTERSECTED WAS THE TOP CENTER OF THE CABIN.
 BX2990
 BX2990                          STATION RECOVERY (2001)
 BX2990
 BX2990'RECOVERY NOTE BY US POWER SQUADRON 2001 (GRT)
 BX2990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2794 ***********************************************************************
 AW2794  DESIGNATION -  CHAMBERS RM 1
 AW2794  PID         -  AW2794
 AW2794  STATE/COUNTY-  TX/CHAMBERS
 AW2794  USGS QUAD   -  ANAHUAC (1993)
 AW2794
 AW2794                         *CURRENT SURVEY CONTROL
 AW2794  ___________________________________________________________________
 AW2794* NAD 83(1986)-  29 46 27.     (N)    094 39 44.     (W)     SCALED    
 AW2794* NAVD 88     -         6.20   (+/-2cm)      20.3    (feet)  VERTCON   
 AW2794  ___________________________________________________________________
 AW2794  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2794
 AW2794  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2794
 AW2794.This mark is at Chambers Co (T00) Airport (T00)
 AW2794
 AW2794.The horizontal coordinates were scaled from a topographic map and have
 AW2794.an estimated accuracy of +/- 6 seconds.
 AW2794
 AW2794.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2794.The vertical order pertains to the NGVD 29 superseded value.
 AW2794
 AW2794.The geoid height was determined by GEOID03.
 AW2794
 AW2794;                    North         East    Units  Estimated Accuracy
 AW2794;SPC TXSC     - 4,222,880.    1,019,340.      MT  (+/- 180 meters Scaled)
 AW2794
 AW2794                          SUPERSEDED SURVEY CONTROL
 AW2794
 AW2794  NGVD 29 (??/??/92)    6.206  (m)           20.36   (f) ADJ UNCH    1 2
 AW2794
 AW2794.Superseded values are not recommended for survey control.
 AW2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2794.See file dsdata.txt to determine how the superseded data were derived.
 AW2794
 AW2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN393949(NAD 83)
 AW2794_MARKER: DR = REFERENCE MARK DISK
 AW2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2794_STAMPING: CHAMBERS NO 1 1951
 AW2794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2794+STABILITY: SURFACE MOTION
 AW2794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2794+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 AW2794
 AW2794  HISTORY     - Date     Condition        Report By
 AW2794  HISTORY     - 1951     MONUMENTED       CGS
 AW2794  HISTORY     - 1953     GOOD             NGS
 AW2794  HISTORY     - 1959     GOOD             NGS
 AW2794  HISTORY     - 1990     GOOD             USPSQD
 AW2794  HISTORY     - 19960906 GOOD             USPSQD
 AW2794  HISTORY     - 20010331 GOOD             NGS
 AW2794  HISTORY     - 20050201 GOOD             USPSQD
 AW2794
 AW2794                          STATION DESCRIPTION
 AW2794
 AW2794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW2794'1.7 MI E FROM ANAHUAC.
 AW2794'0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COURTHOUSE AT
 AW2794'ANAHUAC, THENCE 1.35 MILES EAST ALONG STATE HIGHWAY 61, THENCE 0.1
 AW2794'MILE SOUTH ALONG AN OILED ROAD, AT THE NORTH ENTRANCE TO THE CHAMBERS
 AW2794'COUNTY AIRPORT.  104.8 FEET EAST OF TRIANGULATION STATION CHAMBERS
 AW2794'1951, 57 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 39 FEET
 AW2794'EAST OF THE CENTER LINE OF A ROAD, 28.2 FEET EAST OF THE EAST END OF A
 AW2794'STEEL CATTLE GUARD, 11.8 FEET WEST OF A FENCE, 0.5 FOOT SOUTH OF A
 AW2794'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AW2794'THE GROUND.
 AW2794
 AW2794                          STATION RECOVERY (1959)
 AW2794
 AW2794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW2794'RECOVERED IN GOOD CONDITION.
 AW2794
 AW2794                          STATION RECOVERY (1990)
 AW2794
 AW2794'RECOVERY NOTE BY US POWER SQUADRON 1990 (TLT)
 AW2794'RECOVERED IN GOOD CONDITION.
 AW2794
 AW2794                          STATION RECOVERY (1996)
 AW2794
 AW2794'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2794'RECOVERED IN GOOD CONDITION.
 AW2794
 AW2794                          STATION RECOVERY (2001)
 AW2794
 AW2794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2794'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2794
 AW2794                          STATION RECOVERY (2005)
 AW2794
 AW2794'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0286 ***********************************************************************
 BZ0286  DESIGNATION -  CHAMBERS RM 1
 BZ0286  PID         -  BZ0286
 BZ0286  STATE/COUNTY-  TX/NAVARRO
 BZ0286  USGS QUAD   -  WINKLER (1982)
 BZ0286
 BZ0286                         *CURRENT SURVEY CONTROL
 BZ0286  ___________________________________________________________________
 BZ0286* NAD 83(1986)-  31 59 34.     (N)    096 12 54.     (W)     SCALED    
 BZ0286* NAVD 88     -       101.130  (meters)     331.79   (feet)  ADJUSTED  
 BZ0286  ___________________________________________________________________
 BZ0286  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 BZ0286  DYNAMIC HT  -         101.012 (meters)     331.40  (feet)  COMP
 BZ0286  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 BZ0286
 BZ0286  VERT ORDER  -  SECOND    CLASS 0
 BZ0286
 BZ0286.The horizontal coordinates were scaled from a topographic map and have
 BZ0286.an estimated accuracy of +/- 6 seconds.
 BZ0286
 BZ0286.The orthometric height was determined by differential leveling
 BZ0286.and adjusted by the National Geodetic Survey in June 1991..
 BZ0286
 BZ0286.The geoid height was determined by GEOID03.
 BZ0286
 BZ0286.The dynamic height is computed by dividing the NAVD 88
 BZ0286.geopotential number by the normal gravity value computed on the
 BZ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0286.degrees latitude (g = 980.6199 gals.).
 BZ0286
 BZ0286.The modeled gravity was interpolated from observed gravity values.
 BZ0286
 BZ0286;                    North         East    Units  Estimated Accuracy
 BZ0286;SPC TXNC     - 2,038,510.      815,930.      MT  (+/- 180 meters Scaled)
 BZ0286
 BZ0286                          SUPERSEDED SURVEY CONTROL
 BZ0286
 BZ0286  NGVD 29 (??/??/92)  101.127  (m)          331.78   (f) ADJ UNCH    2 0
 BZ0286
 BZ0286.Superseded values are not recommended for survey control.
 BZ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0286.See file dsdata.txt to determine how the superseded data were derived.
 BZ0286
 BZ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA631430(NAD 83)
 BZ0286_MARKER: DR = REFERENCE MARK DISK
 BZ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0286_STAMPING: CHAMBERS NO 1 1946
 BZ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0286+STABILITY: SURFACE MOTION
 BZ0286
 BZ0286  HISTORY     - Date     Condition        Report By
 BZ0286  HISTORY     - 1946     MONUMENTED       CGS
 BZ0286  HISTORY     - 1947     GOOD             NGS
 BZ0286  HISTORY     - 1959     POOR             USGS
 BZ0286  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0286
 BZ0286                          STATION DESCRIPTION
 BZ0286
 BZ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0286'14.4 MI W FROM CAYUGA.
 BZ0286'14.4 MILES WEST ALONG U.S. HIGHWAY NO.287 FROM THE POST OFFICE AT
 BZ0286'CAYUGA, 0.7 MILE WEST OF THE WEST END OF A LONG CONCRETE BRIDGE OVER
 BZ0286'CHAMBERS CREEK, AT A DIRT CROSS ROAD, 50.0 FEET NORTH OF THE CENTER OF
 BZ0286'THE HIGHWAY, 20.0 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD, 3.0
 BZ0286'FEET SOUTH OF A FENCE CORNER POST, 168.4 FEET EAST NORTHEAST OF AND
 BZ0286'ACROSS THE HIGHWAY FROM REFERENCE MARK CHAMBERS NO 2, 100.3 FEET EAST
 BZ0286'OF CHAMBERS TRIANGULATION STATION, A BRONZE REFERENCE MARK DISK SET IN
 BZ0286'A CONCRETE POST ABOUT 2 FEET BELOW THE HIGHWAY AND PROJECTING 0.3
 BZ0286'FOOT.
 BZ0286
 BZ0286                          STATION RECOVERY (1959)
 BZ0286
 BZ0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BZ0286'MARK RECOVERED IN POOR CONDITION.
 BZ0286
 BZ0286                          STATION RECOVERY (2002)
 BZ0286
 BZ0286'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2793 ***********************************************************************
 AW2793  DESIGNATION -  CHAMBERS RM 2
 AW2793  PID         -  AW2793
 AW2793  STATE/COUNTY-  TX/CHAMBERS
 AW2793  USGS QUAD   -  ANAHUAC (1993)
 AW2793
 AW2793                         *CURRENT SURVEY CONTROL
 AW2793  ___________________________________________________________________
 AW2793* NAD 83(1986)-  29 46 27.     (N)    094 39 44.     (W)     SCALED    
 AW2793* NAVD 88     -         6.12   (+/-2cm)      20.1    (feet)  VERTCON   
 AW2793  ___________________________________________________________________
 AW2793  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2793
 AW2793  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2793
 AW2793.This mark is at Chambers Co (T00) Airport (T00)
 AW2793
 AW2793.The horizontal coordinates were scaled from a topographic map and have
 AW2793.an estimated accuracy of +/- 6 seconds.
 AW2793
 AW2793.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2793.The vertical order pertains to the NGVD 29 superseded value.
 AW2793
 AW2793.The geoid height was determined by GEOID03.
 AW2793
 AW2793;                    North         East    Units  Estimated Accuracy
 AW2793;SPC TXSC     - 4,222,880.    1,019,340.      MT  (+/- 180 meters Scaled)
 AW2793
 AW2793                          SUPERSEDED SURVEY CONTROL
 AW2793
 AW2793  NGVD 29 (??/??/92)    6.124  (m)           20.09   (f) ADJ UNCH    1 2
 AW2793
 AW2793.Superseded values are not recommended for survey control.
 AW2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2793.See file dsdata.txt to determine how the superseded data were derived.
 AW2793
 AW2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN393949(NAD 83)
 AW2793_MARKER: DR = REFERENCE MARK DISK
 AW2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2793_STAMPING: CHAMBERS NO 2 1951
 AW2793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2793+STABILITY: SURFACE MOTION
 AW2793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2793+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 AW2793
 AW2793  HISTORY     - Date     Condition        Report By
 AW2793  HISTORY     - 1951     MONUMENTED       CGS
 AW2793  HISTORY     - 1953     GOOD             NGS
 AW2793  HISTORY     - 1959     MARK NOT FOUND   NGS
 AW2793  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW2793  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2793  HISTORY     - 20050201 GOOD             USPSQD
 AW2793
 AW2793                          STATION DESCRIPTION
 AW2793
 AW2793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW2793'1.7 MI E FROM ANAHUAC.
 AW2793'0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COURTHOUSE AT
 AW2793'ANAHUAC, THENCE 1.35 MILES EAST ALONG STATE HIGHWAY 61, THENCE 0.1
 AW2793'MILE SOUTH ALONG AN OILED ROAD, AT THE NORTH ENTRANCE TO THE CHAMBERS
 AW2793'COUNTY AIRPORT, 81.2 FEET SOUTHEAST OF TRIANGULATION STATION CHAMBERS
 AW2793'1951, 93.5 FEET SOUTH OF A POWER POLE, 38 FEET WEST OF THE CENTER LINE
 AW2793'OF A ROAD, SET IN TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AW2793'THE GROUND.
 AW2793
 AW2793                          STATION RECOVERY (1959)
 AW2793
 AW2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW2793'MARK NOT FOUND.
 AW2793
 AW2793                          STATION RECOVERY (1996)
 AW2793
 AW2793'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2793'MARK NOT FOUND.
 AW2793
 AW2793                          STATION RECOVERY (2001)
 AW2793
 AW2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2793'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2793
 AW2793                          STATION RECOVERY (2005)
 AW2793
 AW2793'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0992 ***********************************************************************
 CA0992  DESIGNATION -  CHAMBERS RM A 1967
 CA0992  PID         -  CA0992
 CA0992  STATE/COUNTY-  TX/LAMPASAS
 CA0992  USGS QUAD   -  IZORO (1976)
 CA0992
 CA0992                         *CURRENT SURVEY CONTROL
 CA0992  ___________________________________________________________________
 CA0992* NAD 83(1993)-  31 21 56.00083(N)    098 07 29.32903(W)     ADJUSTED  
 CA0992* NAVD 88     -       449.5    (meters)    1475.     (feet)  VERTCON   
 CA0992  ___________________________________________________________________
 CA0992  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 CA0992  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CA0992
 CA0992  HORZ ORDER  -  FIRST
 CA0992
 CA0992.The horizontal coordinates were established by classical geodetic methods
 CA0992.and adjusted by the National Geodetic Survey in February 1996..
 CA0992
 CA0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0992
 CA0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0992
 CA0992.The geoid height was determined by GEOID03.
 CA0992
 CA0992;                    North         East     Units Scale Factor Converg.
 CA0992;SPC TX C     - 3,190,417.668   910,079.730   MT  0.99990187   +1 08 15.1
 CA0992;SPC TX C     -10,467,228.63  2,985,819.91   sFT  0.99990187   +1 08 15.1
 CA0992;UTM  14      - 3,470,446.730   583,231.672   MT  0.99968544   +0 27 20.0
 CA0992
 CA0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0992!SPC TX C     -   0.99993355  x   0.99990187  =   0.99983543
 CA0992!UTM  14      -   0.99993355  x   0.99968544  =   0.99961901
 CA0992
 CA0992:                Primary Azimuth Mark                     Grid Az
 CA0992:SPC TX C     -  WRIGHT                                   002 34 57.9
 CA0992:UTM  14      -  WRIGHT                                   003 15 53.0
 CA0992
 CA0992|---------------------------------------------------------------------|
 CA0992| PID    Reference Object                     Distance      Geod. Az  |
 CA0992|                                                           dddmmss.s |
 CA0992| CA0988 WRIGHT                              APPROX.10.0 KM 0034313.0 |
 CA0992| CA0990 CHAMBERS                             26.183 METERS 07615     |
 CA0992| CA0993 EVANT ATLANTIC PLINE RAD MAST       APPROX. 8.3 KM 3465728.0 |
 CA0992|---------------------------------------------------------------------|
 CA0992
 CA0992                          SUPERSEDED SURVEY CONTROL
 CA0992
 CA0992  NAD 83(1986)-  31 21 56.00987(N)    098 07 29.31303(W) AD(       ) 1
 CA0992  NAD 27      -  31 21 55.42037(N)    098 07 28.19880(W) AD(       ) 1
 CA0992  NGVD 29 (07/19/86)  449.4    (m)         1474.     (f) VERT ANG       
 CA0992
 CA0992.Superseded values are not recommended for survey control.
 CA0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0992.See file dsdata.txt to determine how the superseded data were derived.
 CA0992
 CA0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8323270447(NAD 83)
 CA0992_MARKER: DS = TRIANGULATION STATION DISK
 CA0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0992+STABILITY: SURFACE MOTION
 CA0992
 CA0992  HISTORY     - Date     Condition        Report By
 CA0992  HISTORY     - 1967     MONUMENTED       CGS
 CA0992
 CA0992                          STATION DESCRIPTION
 CA0992
 CA0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0992'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHEAST OF EVANT, 5 MILES
 CA0992'NORTHEAST OF ADAMSVILLE, 3/4 MILE WEST OF THE LAMPASAS-CORYELL
 CA0992'COUNTY LINE AND ON PROPERTY OWNED BY MR. ELIJAH CHAMBERS.
 CA0992'
 CA0992'THE STATION MARK IS A STANDARD DISK STAMPED CHAMBERS RM A 1967,
 CA0992'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 CA0992'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 213
 CA0992'FEET NORTH OF THE CENTER OF A TRACK ROAD, 124 FEET SOUTHWEST OF A
 CA0992'TELEPHONE POLE AND 53 FT SOUTH-SOUTHEAST OF OVERHEAD TELEPHONE
 CA0992'WIRES.
 CA0992'
 CA0992'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CHAMBERS,
 CA0992'DISTANCE BEING 26.1778 METERS OR 85.885 FEET EAST-NORTHEAST.
 CA0992'
 CA0992'FOR A ROUTE TO REACH THE STATION, SEE THE DESCRIPTION FOR
 CA0992'TRIANGULATION STATION CHAMBERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0970 ***********************************************************************
 CA0970  DESIGNATION -  CHAMLISS
 CA0970  PID         -  CA0970
 CA0970  STATE/COUNTY-  TX/HAMILTON
 CA0970  USGS QUAD   -  HAMILTON EAST (1979)
 CA0970
 CA0970                         *CURRENT SURVEY CONTROL
 CA0970  ___________________________________________________________________
 CA0970* NAD 83(1993)-  31 39 23.96852(N)    098 07 29.70769(W)     ADJUSTED  
 CA0970* NAVD 88     -       408.41   (+/-2cm)    1339.9    (feet)  VERTCON   
 CA0970  ___________________________________________________________________
 CA0970  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CA0970  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CA0970
 CA0970  HORZ ORDER  -  FIRST
 CA0970  VERT ORDER  -  THIRD ? (See Below)
 CA0970
 CA0970.The horizontal coordinates were established by classical geodetic methods
 CA0970.and adjusted by the National Geodetic Survey in February 1996..
 CA0970
 CA0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0970.The vertical order pertains to the NGVD 29 superseded value.
 CA0970
 CA0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0970
 CA0970.The geoid height was determined by GEOID03.
 CA0970
 CA0970;                    North         East     Units Scale Factor Converg.
 CA0970;SPC TX C     - 3,222,685.508   909,429.041   MT  0.99994697   +1 08 14.9
 CA0970;SPC TX C     -10,573,094.04  2,983,685.11   sFT  0.99994697   +1 08 14.9
 CA0970;UTM  14      - 3,502,712.368   582,964.082   MT  0.99968489   +0 27 33.5
 CA0970
 CA0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0970!SPC TX C     -   0.99994006  x   0.99994697  =   0.99988704
 CA0970!UTM  14      -   0.99994006  x   0.99968489  =   0.99962497
 CA0970
 CA0970:                Primary Azimuth Mark                     Grid Az
 CA0970:SPC TX C     -  HAMILTON EAST MUNICIPAL TANK             011 57 53.2
 CA0970:UTM  14      -  HAMILTON EAST MUNICIPAL TANK             012 38 34.6
 CA0970
 CA0970|---------------------------------------------------------------------|
 CA0970| PID    Reference Object                     Distance      Geod. Az  |
 CA0970|                                                           dddmmss.s |
 CA0970| CA0972 HAMILTON EAST MUNICIPAL TANK        APPROX. 5.0 KM 0130608.1 |
 CA0970| CA0971 HAMILTON ST HWY DEPT RAD MAST       APPROX. 5.0 KM 0192329.6 |
 CA0970| CV4520 CHAMLISS RM                         271.296 METERS 06005     |
 CA0970| CV4521 CHAMLISS RM 1                         8.194 METERS 06317     |
 CA0970| CA0973 WHITE CH SPIRE SE OF CHAMLISS       APPROX. 7.6 KM 1205520.4 |
 CA0970| CV4519 CHAMLISS AZ MK                                     3081755.2 |
 CA0970| CA0981 HAMILTON AIRPORT BEACON             APPROX. 2.4 KM 3083729.5 |
 CA0970| CA0978 HAMILTON RADIO STA KCLW MAST        APPROX. 7.1 KM 3445808.6 |
 CA0970| CV4522 CHAMLISS RM 2                        10.874 METERS 35332     |
 CA0970| CA0977 HAMILTON CABLE TV CO MAST           APPROX. 6.6 KM 3541432.5 |
 CA0970| CA0976 HAMILTON WEST MUNICIPAL TANK        APPROX. 5.0 KM 3582807.5 |
 CA0970|---------------------------------------------------------------------|
 CA0970
 CA0970                          SUPERSEDED SURVEY CONTROL
 CA0970
 CA0970  NAD 83(1986)-  31 39 23.97644(N)    098 07 29.68881(W) AD(       ) 1
 CA0970  NAD 27      -  31 39 23.41500(N)    098 07 28.56500(W) AD(       ) 1
 CA0970  NGVD 29 (07/19/86)  408.32   (m)         1339.6    (f) LEVELING    3  
 CA0970
 CA0970.Superseded values are not recommended for survey control.
 CA0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0970.See file dsdata.txt to determine how the superseded data were derived.
 CA0970
 CA0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA8296402712(NAD 83)
 CA0970_MARKER: DS = TRIANGULATION STATION DISK
 CA0970_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CA0970_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CA0970
 CA0970  HISTORY     - Date     Condition        Report By
 CA0970  HISTORY     - 1902     MONUMENTED       CGS
 CA0970  HISTORY     - 1937     POOR             TXHD
 CA0970  HISTORY     - 1948     SEE DESCRIPTION  CGS
 CA0970  HISTORY     - 1955     GOOD             USGS
 CA0970  HISTORY     - 1955     GOOD             USGS
 CA0970  HISTORY     - 1967     GOOD             CGS
 CA0970  HISTORY     - 1975     GOOD             NGS
 CA0970  HISTORY     - 20010317 GOOD             USPSQD
 CA0970
 CA0970                          STATION DESCRIPTION
 CA0970
 CA0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 CA0970'STATION IS ABOUT 3 MILES S OF THE TOWN OF HAMILTON, ON MORE
 CA0970'NORTHERN OF 2 PROMINENT KNOLLS, ON LAND OWNED IN 1902 BY J.M.
 CA0970'CHAMLISS, ABOUT 100 METERS (328 FEET) NW OF HIS HOUSE.
 CA0970'
 CA0970'STATION WAS MARKED AS FOLLOWS--A HOLE, 20 INCHES IN DIAMETER,
 CA0970'WAS DUG 16 INCHES DEEP DOWN TO BEDROCK, AND A HOLE, 3 INCHES
 CA0970'IN DIAMETER AND 8 INCHES DEEP, WAS DRILLED IN ROCK, THIS LOWER
 CA0970'HOLE WAS NEARLY FILLED WITH CEMENT IN WHICH 60-PENNY WIRE NAIL WAS
 CA0970'INSERTED, WITH ITS POINT 2 INCHES BELOW THE SURFACE OF THE
 CA0970'ROCK.  LOWER HOLE WAS FILLED WITH SAND LEVEL WITH ROCK.
 CA0970'
 CA0970'SURFACE MARK IS A NAIL SET IN A PIECE OF 4-INCH TERRA-COTTON
 CA0970'PIPE, 16 INCHES LONG, FILLED WITH AND SET IN CONCRETE.
 CA0970'
 CA0970'REFERENCE MARK IS A NAIL IN THE CENTER OF A TERRA-COTTON
 CA0970'PIPE FILLED WITH CONCRETE AND SET ON A BLOCK OF CONCRETE 1
 CA0970'FOOT IN DIAMETER, NEAR HAMILTON-LAMPASAS WAGON ROAD, AT A FENCE
 CA0970'CORNER WHICH IS THE NE CORNER OF THE CHAMLISS PROPERTY, 271.296
 CA0970'METERS (890.08 FEET) FROM THE STATION.
 CA0970'
 CA0970'ELEVATION OF THE STATION IS 408.8 METERS (1,341 FEET).
 CA0970
 CA0970                          STATION RECOVERY (1937)
 CA0970
 CA0970'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA0970'STATION RECOVERED BUT SURFACE MARK WAS SOMEWHAT BROKEN UP.
 CA0970'DESCRIPTION SATISFACTORY.  NO ATTEMPT WAS MADE TO RECOVER THE
 CA0970'REFERENCE MARKS.
 CA0970
 CA0970                          STATION RECOVERY (1948)
 CA0970
 CA0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GAN)
 CA0970'THIS STATION WAS RECOVERED.  THE SURFACE MARK AND THE REFERENCE
 CA0970'MARK HAD BEEN DESTROYED BUT THE UNDERGROUND MARK WAS RECOVERED
 CA0970'IN GOOD CONDITION.  IT IS A NAIL SET IN CONCRETE IN BEDROCK
 CA0970'ABOUT 14 INCHES BELOW THE SURFACE.  A NEW SURFACE MARK WAS SET
 CA0970'OVER THE SUB MARK.  IT IS A STANDARD DISK, STAMPED CHAMBLISS
 CA0970'1902, SET IN A CONCRETE MONUMENT ABOUT 20 INCHES SQUARE AND
 CA0970'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  TWO REFERENCE MARKS
 CA0970'WERE SET IN 1948.  REFERENCE MARK NO. 1, IS A STANDARD DISK
 CA0970'STAMPED CHAMBLISS 1902-1948, NO. 1, SET IN A CONCRETE
 CA0970'MONUMENT ABOUT 14 INCHES SQUARE, FLUSH WITH THE SURFACE AND
 CA0970'IS NORTH-EAST OF THE STATION, 8.197 METERS (26.89 FT.) FROM THE
 CA0970'STATION, 51 DEGREES MAGNETIC.  REFERENCE MARK NO. 2, IS
 CA0970'NORTHWEST OF THE STATION, A STANDARD DISK, STAMPED
 CA0970'CHAMBLISS 1902-1948 NO. 2, SET IN A CONCRETE MONUMENT 14 INCHES
 CA0970'SQUARE AND PROJECTING ABOUT 1 INCH.  IT IS 10.882 METERS
 CA0970'(35.70 FT.) FROM THE STATION 351 DEGREES MAGNETIC.  THE
 CA0970'STATION IS ON THE BARE PASTURE HILL, 50.1 METERS WEST OF THE
 CA0970'WEST END OF THE RED TILE BARN AND ABOUT 100 METERS NORTH WEST
 CA0970'OF THE FARM HOUSE OF MR. L.W. GARDNER, THE PRESENT OWNER.  IT
 CA0970'IS ABOUT 3 MILES SOUTH EAST OF HAMILTON, ON THE HIGHEST POINT
 CA0970'IN THE AREA.
 CA0970'
 CA0970'TO REACH FROM HAMILTON.  GO SOUTH ON HIGHWAY NO. 281, 03.0
 CA0970'MILES.  THEN TURN LEFT AND GO EAST ON A MAIN GRADED ROAD 01.2
 CA0970'MILES.  TURN RIGHT HERE AND GO SOUTH 00.2 MILE.  THE ROAD TURNS
 CA0970'LEFT, CONTINUE SOUTH ABOUT 50 YARDS TO THE GARDNER FARM YARD.
 CA0970'PASS THROUGH THE GATE, GO WEST, PASSING TO THE LEFT OF THE BARN
 CA0970'AND TO THE STATION WEST OF THE BARN.
 CA0970
 CA0970                          STATION RECOVERY (1955)
 CA0970
 CA0970'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CA0970'STATION IS STAMPED CHAMLISS 1902 IN EXACT ACCORDANCE WITH USC AND
 CA0970'GS CONTROL NOTES.
 CA0970
 CA0970                          STATION RECOVERY (1955)
 CA0970
 CA0970'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CA0970'RECOVERED BY USGS IN 1955.
 CA0970'STATION MARK--STANDARD DISK STAMPED---CHAMLISS 1902---, SET IN A
 CA0970'CONCRETE MONUMENT ABOUT 20 IN. SQUARE AND PROJECTS ABOUT 2 IN. ABOVE
 CA0970'THE GROUND.
 CA0970
 CA0970                          STATION RECOVERY (1967)
 CA0970
 CA0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0970'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND
 CA0970'IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 AND REFERENCE
 CA0970'MARK 2 WAS CHECKED IN THE FIELD.  NO DATA WAS AVAILABLE TO CHECK
 CA0970'THE DIRECTIONS TO THE REFERENCE MARKS.  THE STATION MARK,
 CA0970'REFERENCE MARK 1 AND REFERENCE MARK 2 ARE STAMPED INCORRECTLY -
 CA0970'SEE BELOW.  AN AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  A
 CA0970'COMPLETE NEW DESCRIPTION FOLLOWS--
 CA0970'
 CA0970'THE STATION IS ABOUT 7 MILES NORTHEAST OF SHIVE, 5 MILES
 CA0970'NORTHWEST OF ALEMAN AND 3 MILES SOUTH OF HAMILTON ON THE MORE
 CA0970'NORTHERN OF 2 PROMINENT KNOLLS, ON PROPERTY OWNED BY MR. GARDNER.
 CA0970'
 CA0970'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 CA0970'STATE HIGHWAY 36 IN HAMILTON GO SOUTH ON U.S. HIGHWAY 281 FOR
 CA0970'2.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD,
 CA0970'SOUTH, ON U.S. 281 FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN
 CA0970'LEFT AND GO EAST ON GRAVELED ROAD FOR 1.2 MILES TO A
 CA0970'T-ROAD.  TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO A DRIVEWAY
 CA0970'ON THE RIGHT.  TURN RIGHT AND GO WESTERLY PASSING BY A HOUSE
 CA0970'AND BARN FOR 0.15 MILE TO THE STATION.
 CA0970'
 CA0970'STATION MARK IS A STANDARD DISK STAMPED CHAMBLISS 1902, SET
 CA0970'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 CA0970'FLUSH WITH THE GROUND.  IT IS 149 FEET WEST OF THE NORTHWEST
 CA0970'CORNER OF A BARN.
 CA0970'
 CA0970'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHAMBLISS NO 1
 CA0970'1902 1948, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CA0970'WHICH IS FLUSH WITH THE GROUND.  IT IS 157 FEET NORTHWEST OF
 CA0970'THE NORTHWEST CORNER OF A BARN.
 CA0970'
 CA0970'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHAMBLISS NO 2
 CA0970'1902 1948, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CA0970'WHICH IS SET FLUSH WITH THE GROUND.  IT IS 163 FEET NORTHWEST
 CA0970'OF THE NORTHWEST CORNER OF A BARN.
 CA0970'
 CA0970'AZIMUTH MARK IS A STANDARD DISK STAMPED CHAMLISS 1902 1967,
 CA0970'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CA0970'IS SET FLUSH WITH THE GROUND.  IT IS 58 FEET EAST OF THE CENTER
 CA0970'OF U.S. 281, 7 FEET EAST OF A POWER LINE POLE AND 2 FEET WEST
 CA0970'OF A FENCE.
 CA0970'
 CA0970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CA0970'3 MILES SOUTH OF HAMILTON.
 CA0970
 CA0970                          STATION RECOVERY (1975)
 CA0970
 CA0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA0970'THE STATION WAS RECOVERED, AS PREVIOUSLY DESCRIBED, ALL MARKS
 CA0970'WERE FOUND TO BE IN GOOD CONDITION.  ALL MEASUREMENTS WERE
 CA0970'CONFIRMED.  THE 1967 DESCRIPTION IS ENTIRELY ADEQUATE.
 CA0970'
 CA0970'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CA0970'
 CA0970'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH
 CA0970'OF HAMILTON
 CA0970
 CA0970                          STATION RECOVERY (2001)
 CA0970
 CA0970'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0991 ***********************************************************************
 CU0991  DESIGNATION -  CHAMP
 CU0991  PID         -  CU0991
 CU0991  STATE/COUNTY-  TX/MITCHELL
 CU0991  USGS QUAD   -  COLORADO CITY (1979)
 CU0991
 CU0991                         *CURRENT SURVEY CONTROL
 CU0991  ___________________________________________________________________
 CU0991* NAD 83(1993)-  32 24 10.44332(N)    100 47 01.34710(W)     ADJUSTED  
 CU0991* NAVD 88     -       680.     (meters)    2231.     (feet)  SCALED    
 CU0991  ___________________________________________________________________
 CU0991  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 CU0991  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0991
 CU0991  HORZ ORDER  -  FIRST
 CU0991
 CU0991.The horizontal coordinates were established by classical geodetic methods
 CU0991.and adjusted by the National Geodetic Survey in February 1996..
 CU0991
 CU0991.The orthometric height was scaled from a topographic map.
 CU0991
 CU0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0991
 CU0991.The geoid height was determined by GEOID03.
 CU0991
 CU0991;                    North         East     Units Scale Factor Converg.
 CU0991;SPC TXNC     - 2,083,976.986   385,184.887   MT  0.99993625   -1 14 43.9
 CU0991;SPC TXNC     - 6,837,181.16  1,263,727.42   sFT  0.99993625   -1 14 43.9
 CU0991;UTM  14      - 3,586,495.174   332,248.570   MT  0.99994702   -0 57 21.8
 CU0991
 CU0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0991!SPC TXNC     -   0.99989738  x   0.99993625  =   0.99983364
 CU0991!UTM  14      -   0.99989738  x   0.99994702  =   0.99984441
 CU0991
 CU0991:                Primary Azimuth Mark                     Grid Az
 CU0991:SPC TXNC     -  CHAMP AZ MK                              059 14 33.3
 CU0991:UTM  14      -  CHAMP AZ MK                              058 57 11.2
 CU0991
 CU0991|---------------------------------------------------------------------|
 CU0991| PID    Reference Object                     Distance      Geod. Az  |
 CU0991|                                                           dddmmss.s |
 CU0991| AI0489 CHAMP AZ MK                                        0575949.4 |
 CU0991| CX6889 CHAMP RM 1                           21.068 METERS 07856     |
 CU0991| CU0976 LORAINE MUN TANK                    APPROX. 6.7 KM 0891257.9 |
 CU0991| CX6890 CHAMP RM 2                           35.467 METERS 25848     |
 CU0991| CU0992 CHAMP 1968 ECC                       19.370 METERS 25910     |
 CU0991| CU0995 COLORADO CITY MUN TANK              APPROX. 7.6 KM 2713303.8 |
 CU0991| CU0996 COLORADO CITY FRONTIER TV MAST      APPROX. 8.1 KM 2775050.9 |
 CU0991|---------------------------------------------------------------------|
 CU0991
 CU0991                          SUPERSEDED SURVEY CONTROL
 CU0991
 CU0991  NAD 83(1986)-  32 24 10.44811(N)    100 47 01.33795(W) AD(       ) 1
 CU0991  NAD 27      -  32 24 10.01988(N)    100 46 59.93662(W) AD(       ) 1
 CU0991
 CU0991.Superseded values are not recommended for survey control.
 CU0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0991.See file dsdata.txt to determine how the superseded data were derived.
 CU0991
 CU0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA3224986495(NAD 83)
 CU0991_MARKER: DS = TRIANGULATION STATION DISK
 CU0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0991_MARK LOGO: CGS   
 CU0991_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CU0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0991+STABILITY: SURFACE MOTION
 CU0991
 CU0991  HISTORY     - Date     Condition        Report By
 CU0991  HISTORY     - 1968     MONUMENTED       CGS
 CU0991  HISTORY     - 19821010 GOOD             NGS
 CU0991
 CU0991                          STATION DESCRIPTION
 CU0991
 CU0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0991'STATION IS LOCATED ABOUT 5 MILES EAST OF COLORADO CITY AND ABOUT
 CU0991'4 MILES WEST OF LORAINE ON THE SOUTH RIGHT-OF-WAY INTERSTATE
 CU0991'HIGHWAY 20.
 CU0991'
 CU0991'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE
 CU0991'HIGHWAY 208 AT THE NORTH EDGE OF COLORADO CITY, GO EAST ON
 CU0991'INTERSTATE HIGHWAY 20 FOR 3.3 MILES TO JUNCTION WITH FARM ROAD
 CU0991'1899, CONTINUE FOR 1.4 MILES TO LASKY ROAD EXIT, TURN RIGHT
 CU0991'THENCE RIGHT AND GO WEST ON ACCESS ROAD FOR 0.05 MILE TO
 CU0991'STATION ON LEFT.
 CU0991'
 CU0991'STATION MARK, A STANDARD DISK STAMPED CHAMP 1968, IS SET IN
 CU0991'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 CU0991'MARK IS 153 FEET EAST OF A POWER POLE WITH TRIANGLE BLAZE, 4.5 FEET
 CU0991'NORTHEAST OF WITNESS POST, 2.9 FEET NORTH OF FENCE AND 28 FEET
 CU0991'SOUTH OF CENTER OF ACCESS ROAD.
 CU0991'
 CU0991'REFERENCE MARK 1, A STANDARD DISK STAMPED CHAMP NO 1 1968, IS
 CU0991'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 CU0991'INCHES.  THE MARK IS 223 FEET EAST OF A POWER LINE POLE WITH
 CU0991'TRIANGLE BLAZE, 73 FEET EAST OF WITNESS POST, 29 FEET SOUTH OF
 CU0991'CENTER OF ACCESS ROAD AND 1.2 FEET NORTH OF FENCE.
 CU0991'
 CU0991'REFERENCE MARK 2, A STANDARD DISK STAMPED CHAMP NO 2 1968, IS
 CU0991'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH.  THE
 CU0991'MARK IS 115 FEET WEST OF WITNESS POST, 37 FEET EAST OF POWER
 CU0991'LINE POLE WITH TRIANGLE BLAZE, 29 FEET SOUTH OF CENTER OF ACCESS
 CU0991'ROAD AND 3 FEET NORTH OF FENCE.
 CU0991'
 CU0991'AZIMUTH MARK, A STANDARD DISK STAMPED CHAMP 1968, IS SET IN
 CU0991'A DRILL HOLE IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 CU0991'GUARD RAIL OF THE LASKY ROAD OVERPASS WHICH IS ABOUT 0.15
 CU0991'MILE EAST-NORTHEAST OF THE STATION.
 CU0991
 CU0991                          STATION RECOVERY (1982)
 CU0991
 CU0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CU0991'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1968.  THE
 CU0991'AZIMUTH MARK CAN NOT BE SET UPON WITH A REFLEX.  NO MEASUREMENT COULD
 CU0991'BE MADE BETWEEN MARKS. STATION WAS RECOVERED AS DESCRIBED.  THE RM 1
 CU0991'WAS FOUND TO BE BROKEN OFF.  RM 2 WILL NOT SEE THE STATION AND CANNOT
 CU0991'BE MEASURED TO.  THE CANNOT BE SET UP UP ON AND THERE IS NO OTHER
 CU0991'PLACE FOR AN AZIMUTH MARK.  RM 3 AND RM 4 WERE ESTABLISHED AT THIS
 CU0991'TIME. STATION IS LOCATED 8.0 KM (5.0 MI) EAST OF COLORADO CITY, 6.0 KM
 CU0991'(4.0 MI) WEST OF LORAINE AT THE LASKY EXIT AND ON THE SOUTH RIGHT OF
 CU0991'WAY OF THE SOUTH ACCESS ROAD. TO REACH THE STATION FROM THE JUNCTION
 CU0991'OF I 20 AND FARM ROAD 1899, WHICH IS ABOUT 4.80 KM (3.0 MI) EAST OF
 CU0991'COLORADO CITY, GO EAST ON I 20 FOR 2.24 KM (1.4 MI) TO THE LASKY EXIT.
 CU0991'TURN SHARP RIGHT ON THE SOUTH ACCESS ROAD AND GO WEST FOR 0.08 KM
 CU0991'(0.05 MI) TO THE STATION ON THE LEFT. STATION MARK, STAMPED--CHAMP
 CU0991'1968--, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 CU0991'GROUND.  IT IS 46.63 METERS (153.0 FT) EAST OF A POWER POLE WITH A
 CU0991'TRIANGLE BLAZE, 8.53 METERS (28.0 FT) SOUTH OF THE CENTER OF THE
 CU0991'ACCESS ROAD AND 0.88 METER (2.9 FT) NORTH OF A FENCE. REFERENCE MARK
 CU0991'3, STAMPED--CHAMP NO 3 1982--, IS A STANDARD DISK SET IN THE TOP OF A
 CU0991'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 4.57 METERS (150
 CU0991'FT) WEST OF THE CENTER OF THE ROAD AND 3.66 METERS (12.0 FT) EAST OF
 CU0991'THE FENCE. REFERENCE MARK 4, STAMPED--CHAMP NO 4 1982--, IS A STANDARD
 CU0991'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 CU0991'GROUND.  IT IS 4.42 METERS (14.5 FT) WEST OF THE CENTER OF THE ROAD
 CU0991'AND 3.96 METERS (13.0 FT) EAST OF THE FENCE. AZIMUTH MARK,
 CU0991'STAMPED--CHAMP 1968--, IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 CU0991'TOP OF THE NORTH END OF THE WEST GUARD RAIL OF THE LASKY ROAD
 CU0991'OVERPASS.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 CU0991'ACCESS ROAD TO LASKY ROAD AND THE OVERPASS WITH THE MARK IN THE
 CU0991'NORTHWEST RAIL, A DISTANCE OF ABOUT 0.15 MILE. REFERENCE MARK 2 IS NOT
 CU0991'DESCRIBED OR USED AS IT IT OF NO USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2238 ***********************************************************************
 BL2238  DESIGNATION -  CHAMPION
 BL2238  PID         -  BL2238
 BL2238  STATE/COUNTY-  TX/MONTGOMERY
 BL2238  USGS QUAD   -  OKLAHOMA (1979)
 BL2238
 BL2238                         *CURRENT SURVEY CONTROL
 BL2238  ___________________________________________________________________
 BL2238* NAD 83(1993)-  30 13 28.86791(N)    095 32 28.06728(W)     ADJUSTED  
 BL2238* NAVD 88     -        60.     (meters)     197.     (feet)  SCALED    
 BL2238  ___________________________________________________________________
 BL2238  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BL2238  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BL2238
 BL2238  HORZ ORDER  -  SECOND
 BL2238
 BL2238.The horizontal coordinates were established by classical geodetic methods
 BL2238.and adjusted by the National Geodetic Survey in February 1996..
 BL2238
 BL2238.The orthometric height was scaled from a topographic map.
 BL2238
 BL2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2238
 BL2238.The geoid height was determined by GEOID03.
 BL2238
 BL2238;                    North         East     Units Scale Factor Converg.
 BL2238;SPC TX C     - 3,071,795.827 1,161,181.565   MT  0.99997292   +2 28 05.8
 BL2238;SPC TX C     -10,078,050.14  3,809,643.18   sFT  0.99997292   +2 28 05.8
 BL2238;SPC TXSC     - 4,269,958.839   932,925.150   MT  0.99998359   +1 41 40.4
 BL2238;SPC TXSC     -14,009,023.29  3,060,771.93   sFT  0.99998359   +1 41 40.4
 BL2238;UTM  15      - 3,346,414.039   255,428.064   MT  1.00033801   -1 16 47.4
 BL2238
 BL2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2238!SPC TX C     -   0.99999492  x   0.99997292  =   0.99996784
 BL2238!SPC TXSC     -   0.99999492  x   0.99998359  =   0.99997851
 BL2238!UTM  15      -   0.99999492  x   1.00033801  =   1.00033293
 BL2238
 BL2238:                Primary Azimuth Mark                     Grid Az
 BL2238:SPC TX C     -  WILLIS MUNICIPAL TANK                    012 47 18.4
 BL2238:SPC TXSC     -  WILLIS MUNICIPAL TANK                    013 33 43.8
 BL2238:UTM  15      -  WILLIS MUNICIPAL TANK                    016 32 11.6
 BL2238
 BL2238|---------------------------------------------------------------------|
 BL2238| PID    Reference Object                     Distance      Geod. Az  |
 BL2238|                                                           dddmmss.s |
 BL2238| BL2230 WILLIS MUNICIPAL TANK               APPROX.22.8 KM 0151524.2 |
 BL2238| BL2216 CONROE MUNICIPAL TANK               APPROX.13.6 KM 0372659.7 |
 BL2238| BL2217 CONROE RADIO STA KMCO W MAST        APPROX. 9.7 KM 0373930.8 |
 BL2238| BL2224 CONROE RADIO STA KMCO E MAST        APPROX. 9.8 KM 0375526.2 |
 BL2238| BL2222 MONTGOMERY COUNTY AIRPORT BCN       APPROX.18.4 KM 0392800.0 |
 BL2238| BL2225 CONROE MONTGOMERY CO CTHSE FS       APPROX.12.6 KM 0394634.7 |
 BL2238| BL2219 CONROE GULF ST UTIL CO MAST         APPROX.12.3 KM 0413227.1 |
 BL2238| BL2211 LOOKOUT TOWER NO 7                  APPROX. 5.3 KM 0730719.4 |
 BL2238| CV8244 CHAMPION AZ MK                                     0813602.1 |
 BL2238| CV8245 CHAMPION AZ MK 2                                   0815213.7 |
 BL2238| CV8246 CHAMPION RM 1                        36.201 METERS 15519     |
 BL2238| CV8247 CHAMPION RM 2                        48.704 METERS 25710     |
 BL2238| BL2239 WARREN PETROLEUM CO RADIO MAST      APPROX. 7.1 KM 2743743.9 |
 BL2238| CV8248 CHAMPION RM 3                         6.341 METERS 29758     |
 BL2238| BL2235 KEENAN TEXAS FOREST SERV LOT        APPROX.15.3 KM 3194526.5 |
 BL2238|---------------------------------------------------------------------|
 BL2238
 BL2238                          SUPERSEDED SURVEY CONTROL
 BL2238
 BL2238  NAD 83(1986)-  30 13 28.88204(N)    095 32 28.04988(W) AD(       ) 2
 BL2238  NAD 27      -  30 13 28.11500(N)    095 32 27.26230(W) AD(       ) 2
 BL2238
 BL2238.Superseded values are not recommended for survey control.
 BL2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2238.See file dsdata.txt to determine how the superseded data were derived.
 BL2238
 BL2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5542846414(NAD 83)
 BL2238_MARKER: DS = TRIANGULATION STATION DISK
 BL2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2238
 BL2238  HISTORY     - Date     Condition        Report By
 BL2238  HISTORY     - 1952     MONUMENTED       CGS
 BL2238  HISTORY     - 1957     GOOD             CGS
 BL2238  HISTORY     - 1960     GOOD             HLPCO
 BL2238  HISTORY     - 1985     GOOD             BOR
 BL2238
 BL2238                          STATION DESCRIPTION
 BL2238
 BL2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2238'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHWEST OF CONROE
 BL2238'ON THE ROAD RIGHT-OF-WAY, 77 FEET EAST OF THE CENTER OF A
 BL2238'FORK IN A NORTH-SOUTH GRAVELED ROAD AND 59 FEET NORTH OF
 BL2238'THE CENTER OF AN EAST-WEST HARD SURFACED ROAD.  IT IS STAMPED
 BL2238'CHAMPION 1952 AND IS FLUSH WITH THE GROUND SURFACE.
 BL2238'
 BL2238'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 60 FEET SOUTH
 BL2238'OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT NORTH OF A
 BL2238'FENCE CORNER.  IT IS STAMPED CHAMPION NO 1 1952 AND PROJECTS
 BL2238'6 INCHES.
 BL2238'
 BL2238'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 72 FEET
 BL2238'WEST OF THE CENTER OF A FORK IN A NORTH-SOUTH ROAD, 42 FEET
 BL2238'NORTH OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT NORTH
 BL2238'OF A WITNESS POST AND FENCE CORNER.  IT IS STAMPED CHAMPION
 BL2238'NO 2 1952 AND PROJECTS 4 INCHES.
 BL2238'
 BL2238'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 217.64
 BL2238'FEET.
 BL2238'
 BL2238'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 35 FEET SOUTH
 BL2238'OF THE CENTER OF AN EAST-WEST HARD SURFACED ROAD AND 1 FOOT
 BL2238'WEST OF A WITNESS POST.  IT IS STAMPED CHAMPION 1952 AND
 BL2238'PROJECTS 6 INCHES.
 BL2238'
 BL2238'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 BL2238'SQUARE IN CONROE, GO SOUTH ON U.S. HIGHWAY 75 FOR 5.1 MILES
 BL2238'TO A T ROAD RIGHT, TURN RIGHT AND GO WEST ON HARD SURFACED ROAD
 BL2238'FOR 4.4 MILES TO AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE
 BL2238'WEST FOR 0.6 MILES TO A T ROAD RIGHT AND STATION IN NORTHEAST
 BL2238'ANGLE AS DESCRIBED.
 BL2238'
 BL2238'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL2238
 BL2238                          STATION RECOVERY (1957)
 BL2238
 BL2238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WCR)
 BL2238'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF CONROE,
 BL2238'IN THE NORTHEAST CORNER OF THE INTERSECTION OF F.M. HIGHWAY
 BL2238'NO. 1488 AND A GRADED ROAD LEADING NORTHEAST FROM THE HIGHWAY.
 BL2238'IT IS ABOUT 59 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 BL2238'AND ABOUT 75 FEET EAST OF THE CENTERLINE OF THE ROAD TO THE
 BL2238'NORTHEAST.  IT IS 7 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE
 BL2238'OF THE HIGHWAY AND 15 FEET EAST OF THE FENCE LEADING NORTH ON
 BL2238'THE EAST SIDE OF THE SIDE ROAD.  A STANDARD DISK STAMPED
 BL2238'CHAMPION 1952 IN A CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 BL2238'GROUND SURFACE.
 BL2238'
 BL2238'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHAMPION 1952 1957
 BL2238'IN A CONCRETE POST PROJECTING ABOUT 4 INCHES, 1 FOOT SOUTH OF
 BL2238'THE SOUTH RIGHT-OF-WAY FENCE OF THE HIGHWAY AND A 4 X 4 POST.
 BL2238'
 BL2238'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHAMPION 1952
 BL2238'NO. 1 IN A CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES, 5
 BL2238'FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF THE HIGHWAY AND
 BL2238'1 FOOT EAST OF A FENCE LINE WHICH LEADS SOUTH ALONG THE EAST
 BL2238'SIDE OF THE FRONT YARD OF A WHITE RANCH HOUSE.
 BL2238'
 BL2238'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CHAMPION 1952
 BL2238'NO. 3, 1957 IN A CONCRETE POST WHICH PROJECTS ABOUT 10 INCHES,
 BL2238'1 FOOT WEST OF THE EAST FENCE OF THE ROAD LEADING NORTH.
 BL2238'
 BL2238'TO REACH FROM THE COURT HOUSE SQUARE IN CONROE--GO SOUTH ON
 BL2238'HIGHWAY NO. 75, 05.1 MILES TO F.M. HIGHWAY NO. 1488 TO THE WEST.
 BL2238'TURN RIGHT HERE AND GO WEST 04.4 MILES TO THE AZIMUTH MARK ON
 BL2238'THE LEFT AS DESCRIBED.  THEN CONTINUE WEST 0.6 MILE TO THE
 BL2238'T ROAD NORTH AND THE STATION AS DESCRIBED.
 BL2238
 BL2238                          STATION RECOVERY (1960)
 BL2238
 BL2238'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1960 (RMM)
 BL2238'STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 BL2238'CONDITION.
 BL2238'
 BL2238'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 BL2238'
 BL2238'REFERENCE MARK 2 WAS DESTROYED BY WIDENING OF FARM ROAD 1488.
 BL2238
 BL2238                          STATION RECOVERY (1985)
 BL2238
 BL2238'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1985 (CJN)
 BL2238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1131 ***********************************************************************
 CR1131  DESIGNATION -  CHAMPLIN OIL AND REFIN CO STK
 CR1131  PID         -  CR1131
 CR1131  STATE/COUNTY-  TX/PANOLA
 CR1131  USGS QUAD   -  BECKVILLE (1983)
 CR1131
 CR1131                         *CURRENT SURVEY CONTROL
 CR1131  ___________________________________________________________________
 CR1131* NAD 83(1993)-  32 09 40.60379(N)    094 23 59.63269(W)     ADJUSTED  
 CR1131* NAVD 88     -                                                        
 CR1131  ___________________________________________________________________
 CR1131  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CR1131  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CR1131
 CR1131  HORZ ORDER  -  THIRD
 CR1131
 CR1131.The horizontal coordinates were established by classical geodetic methods
 CR1131.and adjusted by the National Geodetic Survey in February 1996..
 CR1131
 CR1131
 CR1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1131
 CR1131.The geoid height was determined by GEOID03.
 CR1131
 CR1131;                    North         East     Units Scale Factor Converg.
 CR1131;SPC TXNC     - 2,062,395.289   986,650.692   MT  0.99999238   +2 14 10.2
 CR1131;SPC TXNC     - 6,766,375.21  3,237,036.48   sFT  0.99999238   +2 14 10.2
 CR1131;UTM  15      - 3,559,170.954   367,998.399   MT  0.99981488   -0 44 43.0
 CR1131
 CR1131                          SUPERSEDED SURVEY CONTROL
 CR1131
 CR1131  NAD 83(1986)-  32 09 40.61300(N)    094 23 59.62302(W) AD(       ) 4
 CR1131  NAD 27      -  32 09 40.02900(N)    094 23 58.90200(W) AD(       ) 3
 CR1131
 CR1131.Superseded values are not recommended for survey control.
 CR1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1131.See file dsdata.txt to determine how the superseded data were derived.
 CR1131
 CR1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR6799859171(NAD 83)
 CR1131_MARKER: 63 = STACK
 CR1131
 CR1131  HISTORY     - Date     Condition        Report By
 CR1131  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1131  HISTORY     - 19980221 GOOD             USPSQD
 CR1131
 CR1131                          STATION DESCRIPTION
 CR1131
 CR1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1131'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF CARTHAGE.  IT
 CR1131'IS ABOUT 100 YARDS SOUTH OF U.S. HIGHWAY 79.  IT IS A STEEL
 CR1131'STACK PAINTED SILVER IN COLOR.  ITS OVERALL HEIGHT IS ABOUT
 CR1131'150 FEET.  THE TOP AND CENTER WAS THE POINT OF INTERSECTION.
 CR1131'
 CR1131'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE CARTHAGE
 CR1131'CITY SQUARE, GO WEST ON U.S. HIGHWAY 79 FOR 3.6 MILES TO THE
 CR1131'STATION ON THE LEFT AS DESCRIBED.
 CR1131
 CR1131                          STATION RECOVERY (1998)
 CR1131
 CR1131'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6991 ***********************************************************************
 AW6991  PACS        -  This is a Primary Airport Control Station.
 AW6991  DESIGNATION -  CHAMPORT
 AW6991  PID         -  AW6991
 AW6991  STATE/COUNTY-  TX/CHAMBERS
 AW6991  USGS QUAD   -  ANAHUAC (1993)
 AW6991
 AW6991                         *CURRENT SURVEY CONTROL
 AW6991  ___________________________________________________________________
 AW6991* NAD 83(1993)-  29 46 15.53709(N)    094 39 47.89185(W)     ADJUSTED  
 AW6991* NAVD 88     -         5.85   (meters)      19.2    (feet)  GPS OBS   
 AW6991  ___________________________________________________________________
 AW6991  X           -    -450,475.074 (meters)                     COMP
 AW6991  Y           -  -5,522,545.217 (meters)                     COMP
 AW6991  Z           -   3,148,352.258 (meters)                     COMP
 AW6991  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW6991  ELLIP HEIGHT-         -21.42  (meters)          (10/24/00) GPS OBS
 AW6991  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6991
 AW6991  HORZ ORDER  -  B
 AW6991  ELLP ORDER  -  FOURTH    CLASS II
 AW6991
 AW6991.This mark is at Chambers Co (T00) Airport (T00)
 AW6991
 AW6991.The horizontal coordinates were established by GPS observations
 AW6991.and adjusted by the National Geodetic Survey in February 1996..
 AW6991
 AW6991.The orthometric height was determined by GPS observations and a
 AW6991.high-resolution geoid model.
 AW6991
 AW6991.GPS derived orthometric heights for airport stations designated as
 AW6991.PACS or SACS are published to 2 decimal places.  This maintains
 AW6991.centimeter relative accuracy between the PACS and SACS.  It does
 AW6991.not indicate centimeter accuracy relative to other marks which are
 AW6991.part of the NAVD 88 network.
 AW6991
 AW6991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW6991
 AW6991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6991
 AW6991.The ellipsoidal height was determined by GPS observations
 AW6991.and is referenced to NAD 83.
 AW6991
 AW6991.The geoid height was determined by GEOID03.
 AW6991
 AW6991;                    North         East     Units Scale Factor Converg.
 AW6991;SPC TXSC     - 4,222,518.625 1,019,247.817   MT  0.99989211   +2 07 28.6
 AW6991;SPC TXSC     -13,853,379.86  3,343,982.21   sFT  0.99989211   +2 07 28.6
 AW6991;UTM  15      - 3,294,567.933   339,199.647   MT  0.99991903   -0 49 33.8
 AW6991
 AW6991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6991!SPC TXSC     -   1.00000336  x   0.99989211  =   0.99989547
 AW6991!UTM  15      -   1.00000336  x   0.99991903  =   0.99992239
 AW6991
 AW6991|---------------------------------------------------------------------|
 AW6991| PID    Reference Object                     Distance      Geod. Az  |
 AW6991|                                                           dddmmss.s |
 AW6991| AW2795 CHAMBERS                            361.933 METERS 01613     |
 AW6991| AW6994 CHAMPORT AZ MK                      APPROX. 0.5 KM 1291338.6 |
 AW6991|---------------------------------------------------------------------|
 AW6991
 AW6991                          SUPERSEDED SURVEY CONTROL
 AW6991
 AW6991  ELLIP H (02/20/96)  -21.28   (m)                       GP(       ) 3 2
 AW6991  NAD 83(1993)-  29 46 15.53534(N)    094 39 47.89363(W) AD(       ) 3
 AW6991  ELLIP H (02/16/96)  -21.47   (m)                       GP(       ) 5 1
 AW6991  ELLIP H (01/21/93)  -21.44   (m)                       GP(       ) 4 2
 AW6991  NAD 83(1986)-  29 46 15.55334(N)    094 39 47.87505(W) AD(       ) 3
 AW6991  NAD 83(1986)-  29 46 15.55295(N)    094 39 47.87685(W) AD(       ) 3
 AW6991  NGVD 29 (06/12/91)    6.0    (m)           20.     (f) GPS OBS        
 AW6991
 AW6991.Superseded values are not recommended for survey control.
 AW6991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6991.See file dsdata.txt to determine how the superseded data were derived.
 AW6991
 AW6991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3920094568(NAD 83)
 AW6991_MARKER: I = METAL ROD
 AW6991_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW6991_SP_SET: OBJECT DRIVEN INTO GROUND
 AW6991_STAMPING: CHAMPORT 1987
 AW6991_MARK LOGO: NGS   
 AW6991_PROJECTION: RECESSED 8 CENTIMETERS
 AW6991_MAGNETIC: I = MARKER IS A STEEL ROD
 AW6991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW6991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6991+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 AW6991_ROD/PIPE-DEPTH: 10   meters
 AW6991_SLEEVE-DEPTH  : 1.0 meters
 AW6991
 AW6991  HISTORY     - Date     Condition        Report By
 AW6991  HISTORY     - 1987     MONUMENTED       NGS
 AW6991  HISTORY     - 19941210 GOOD             NGS
 AW6991  HISTORY     - 19950921 GOOD             NGS
 AW6991  HISTORY     - 19970412 GOOD             USPSQD
 AW6991  HISTORY     - 20010331 GOOD             NGS
 AW6991  HISTORY     - 20040201 GOOD             USPSQD
 AW6991  HISTORY     - 20060826 GOOD             INDIV
 AW6991
 AW6991                          STATION DESCRIPTION
 AW6991
 AW6991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW6991'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 AW6991'WEST OF MONROE CITY, 8.0 KM (5.0 MI) SOUTH OF INTERSTATE HIGHWAY
 AW6991'10, 1.6 KM (1.0 MI) EAST OF ANAHUAC AND AT THE CHAMBERS COUNTY
 AW6991'AIRPORT ABOUT MIDFIELD AT A RUNWAY/TAXIWAY JUNCTION.
 AW6991'OWNERSHIP--CHAMBERS COUNTY, C/O DONALD T BRANDON, AIRPORT MANAGER,
 AW6991'PO BOX 1206, ANAHUAC TX 77514, PHONE 409-267-3571.
 AW6991'
 AW6991'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 61 AND FARM
 AW6991'ROAD 563 ON THE EAST SIDE OF ANAHUAC, GO EAST ON STATE HIGHWAY 61
 AW6991'FOR 0.8 KM (0.5 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 AW6991'TURN RIGHT AND GO O.5 KM (0.3 MI) SOUTH TO A FORK.  BEAR RIGHT AND
 AW6991'GO 0.3 KM (0.2 MI) SOUTH TO THE RUNWAY AND THE STATION ON THE LEFT.
 AW6991'
 AW6991'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW6991'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW6991'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW6991'LOGO CAP STAMPED---CHAMPORT 1987---, THE ROD IS RECESSED 8 CM BELOW
 AW6991'THE GROUND SURFACE.  LOCATED 19.2 METERS (63.0 FT) NORTH-NORTHWEST OF
 AW6991'A RUNWAY LIGHT, 17.8 METERS (58.4 FT) NORTHEAST OF THE RUNWAY
 AW6991'CENTER, 13.5 METERS (44.3 FT) SOUTHEAST FROM CENTER OF TAXIWAY, 9.5
 AW6991'METERS (31.2 FT) SOUTH OF A TAXIWAY LIGHT AND 0.4 METERS (1.3 FT)
 AW6991'NORTHWEST OF A FIBERGLASS WITNESS POST.
 AW6991'
 AW6991'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 AW6991'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 AW6991'FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE
 AW6991'WITH A LOGO CAP STAMPED---CHAMPORT AZ MK 1987---, THE ROD IS
 AW6991'RECESSED 8 CM BELOW THE GROUND SURFACE.  LOCATED ON THE NORTHEAST
 AW6991'SIDE OF THE RUNWAY, 50.1 METERS (164.4 FT) NORTH-NORTHWEST FROM THE
 AW6991'SOUTHEAST END OF THE RUNWAY, 12.8 METERS (42.0 FT) NORTHEAST FROM
 AW6991'CENTER OF RUNWAY, 1.9 METERS (6.2 FT) EAST OF A RUNWAY LIGHT, 0.9
 AW6991'METERS (3.0 FT) NORTHEAST OF A ROW OF RUNWAY LIGHTS AND 0.3 METER
 AW6991'(1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.  TO REACH THE
 AW6991'AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE RUNWAY FOR 0.6 KM
 AW6991'(0.35 MI) TO THE MARK ON THE LEFT.
 AW6991'
 AW6991'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW6991'
 AW6991'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW6991'
 AW6991'DESCRIBED BY B.L. LAMBERT.
 AW6991
 AW6991                          STATION RECOVERY (1994)
 AW6991
 AW6991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW6991'RECOVERED AS DESCRIBED.  THIS IS A PAC STATION.
 AW6991
 AW6991                          STATION RECOVERY (1995)
 AW6991
 AW6991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AW6991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED WCW) .  RECOVERED
 AW6991'AS DESCRIBED WITH NOTE.  NO ACCURATE RECORD ROD DEPTH.  RECORD ROD
 AW6991'DEPTH IS 10 FT (3.0 M) PLUS.  B STABILITY ASSUMED.
 AW6991
 AW6991                          STATION RECOVERY (1997)
 AW6991
 AW6991'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6991'RECOVERED IN GOOD CONDITION.
 AW6991
 AW6991                          STATION RECOVERY (2001)
 AW6991
 AW6991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6991'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW6991
 AW6991                          STATION RECOVERY (2004)
 AW6991
 AW6991'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW6991'RECOVERED IN GOOD CONDITION.
 AW6991
 AW6991                          STATION RECOVERY (2006)
 AW6991
 AW6991'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 AW6991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6994 ***********************************************************************
 AW6994  SACS        -  This is a Secondary Airport Control Station.
 AW6994  DESIGNATION -  CHAMPORT AZ MK
 AW6994  PID         -  AW6994
 AW6994  STATE/COUNTY-  TX/CHAMBERS
 AW6994  USGS QUAD   -  ANAHUAC (1993)
 AW6994
 AW6994                         *CURRENT SURVEY CONTROL
 AW6994  ___________________________________________________________________
 AW6994* NAD 83(1993)-  29 46 04.55352(N)    094 39 32.47122(W)     ADJUSTED  
 AW6994* NAVD 88     -         5.84   (meters)      19.2    (feet)  GPS OBS   
 AW6994  ___________________________________________________________________
 AW6994  X           -    -450,075.839 (meters)                     COMP
 AW6994  Y           -  -5,522,746.244 (meters)                     COMP
 AW6994  Z           -   3,148,058.693 (meters)                     COMP
 AW6994  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW6994  ELLIP HEIGHT-         -21.42  (meters)          (03/15/01) GPS OBS
 AW6994  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6994
 AW6994  HORZ ORDER  -  FIRST
 AW6994  ELLP ORDER  -  FIFTH     CLASS I
 AW6994
 AW6994.This mark is at Chambers Co (T00) Airport (T00)
 AW6994
 AW6994.The horizontal coordinates were established by GPS observations
 AW6994.and adjusted by the National Geodetic Survey in May 1997..
 AW6994
 AW6994.The orthometric height was determined by GPS observations and a
 AW6994.high-resolution geoid model.
 AW6994
 AW6994.GPS derived orthometric heights for airport stations designated as
 AW6994.PACS or SACS are published to 2 decimal places.  This maintains
 AW6994.centimeter relative accuracy between the PACS and SACS.  It does
 AW6994.not indicate centimeter accuracy relative to other marks which are
 AW6994.part of the NAVD 88 network.
 AW6994
 AW6994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW6994
 AW6994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6994
 AW6994.The ellipsoidal height was determined by GPS observations
 AW6994.and is referenced to NAD 83.
 AW6994
 AW6994.The geoid height was determined by GEOID03.
 AW6994
 AW6994;                    North         East     Units Scale Factor Converg.
 AW6994;SPC TXSC     - 4,222,196.060 1,019,674.282   MT  0.99989170   +2 07 36.1
 AW6994;SPC TXSC     -13,852,321.57  3,345,381.37   sFT  0.99989170   +2 07 36.1
 AW6994;UTM  15      - 3,294,223.834   339,608.953   MT  0.99991741   -0 49 25.9
 AW6994
 AW6994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6994!SPC TXSC     -   1.00000336  x   0.99989170  =   0.99989506
 AW6994!UTM  15      -   1.00000336  x   0.99991741  =   0.99992077
 AW6994
 AW6994:                Primary Azimuth Mark                     Grid Az
 AW6994:SPC TXSC     -  CHAMPORT                                 307 06 10.1
 AW6994:UTM  15      -  CHAMPORT                                 310 03 12.1
 AW6994
 AW6994|---------------------------------------------------------------------|
 AW6994| PID    Reference Object                     Distance      Geod. Az  |
 AW6994|                                                           dddmmss.s |
 AW6994| AW6991 CHAMPORT                            APPROX. 0.5 KM 3091346.2 |
 AW6994|---------------------------------------------------------------------|
 AW6994
 AW6994                          SUPERSEDED SURVEY CONTROL
 AW6994
 AW6994  ELLIP H (05/02/97)  -21.28   (m)                       GP(       ) 5 1
 AW6994  NAD 83(1993)-  29 46 04.55147(N)    094 39 32.47384(W) AD(       ) 3
 AW6994  ELLIP H (02/16/96)  -21.49   (m)                       GP(       ) 5 1
 AW6994  ELLIP H (01/21/93)  -21.44   (m)                       GP(       ) 4 2
 AW6994  NAD 83(1986)-  29 46 04.56863(N)    094 39 32.45469(W) AD(       ) 3
 AW6994  NAD 83(1986)-  29 46 04.56543(N)    094 39 32.45188(W) AD(       ) 3
 AW6994  NGVD 29 (06/12/91)    6.0    (m)           20.     (f) GPS OBS        
 AW6994
 AW6994.Superseded values are not recommended for survey control.
 AW6994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6994.See file dsdata.txt to determine how the superseded data were derived.
 AW6994
 AW6994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3960994224(NAD 83)
 AW6994_MARKER: I = METAL ROD
 AW6994_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW6994_SP_SET: OBJECT DRIVEN INTO GROUND
 AW6994_STAMPING: CHAMPORT AZ MK 1987
 AW6994_MARK LOGO: NGS   
 AW6994_MAGNETIC: I = MARKER IS A STEEL ROD
 AW6994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW6994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6994+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AW6994
 AW6994  HISTORY     - Date     Condition        Report By
 AW6994  HISTORY     - 1987     MONUMENTED       NGS
 AW6994  HISTORY     - 19950921 GOOD             NGS
 AW6994  HISTORY     - 19970412 POOR             USPSQD
 AW6994  HISTORY     - 20010331 POOR             NGS
 AW6994  HISTORY     - 20040201 GOOD             USPSQD
 AW6994
 AW6994                          STATION DESCRIPTION
 AW6994
 AW6994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW6994'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 AW6994'WEST OF MONROE CITY, 8.9 KM (5.0 MI) SOUTH OF INTERSTATE HIGHWAY
 AW6994'10, 1.6 KM (1.0 MI) EAST OF ANAHUAC AND AT THE CHAMBERS COUNTY
 AW6994'AIRPORT.
 AW6994'OWNERSHIP--CHAMBERS COUNTY, C/O DONALD T BRANDON, AIRPORT MANAGER.
 AW6994'PO BOX 1206, ANAHUAC TX 77514, PHONE 409-267-3571.
 AW6994'
 AW6994'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 61 AND FARM
 AW6994'ROAD 563 ON THE EAST SIDE OF ANAHUAC, GO EAST ON STATE HIGHWAY 61
 AW6994'FOR 0.8 KM (0.5 MI) TO AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 AW6994'RIGHT AND GO 0.5 KM (0.3 MI) SOUTH TO A FORK.  BEAR RIGHT AND GO
 AW6994'0.3 KM (0.2 MI) TO THE RUNWAY.  TURN LEFT ON RUNWAY AND GO 0.6 KM
 AW6994'(0.35 MI) SOUTHEAST TO THE MARK ON THE LEFT.
 AW6994'
 AW6994'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW6994'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW6994'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW6994'LOGO CAP STAMPED---CHAMPORT AZ MK 1987---, THE ROD IS RECESSED 8 CM
 AW6994'BELOW THE GROUND SURFACE.  LOCATED 50.1 METERS (164.4 FT)
 AW6994'NORTH-NORTHWEST FROM THE CENTER OF THE SOUTHEAST END OF THE RUNWAY,
 AW6994'12.8 METERS (42.0 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 1.9
 AW6994'METERS (6.2 FT) EAST OF A RUNWAY LIGHT, 0.9 METER (3.0 FT)
 AW6994'NORTHEAST FROM A ROW OF RUNWAY LIGHTS AND 0.3 METER (1.0 FT)
 AW6994'SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 AW6994'
 AW6994'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW6994'
 AW6994'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW6994'
 AW6994'DESCRIBED BY B.L. LAMBERT.
 AW6994
 AW6994                          STATION RECOVERY (1995)
 AW6994
 AW6994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AW6994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED WCW) RECOVERED AS
 AW6994'DESCRIBED WITH CHANGES.  THE STATION IS LOCATED 43.2 FT (13.2 M)
 AW6994'NORTHEAST OF THE CENTER OF THE RUNWAY, 6.5 FT (2.0 M) EAST OF A RUNWAY
 AW6994'LIGHT, 13.2 FT (4.0 M) NORTHEAST OF NORTHEAST EDGE OF RUNWAY, 4.0 FT
 AW6994'(1.2 M) SOUTHWEST FROM A CARSONITE WITNESS POST, AND 3.0 FT (0.9 M)
 AW6994'NORTHEAST FROM A ROW OF RUNWAY LIGHTS.  NOTE--NO ACCURATE RECORD ROD
 AW6994'DEPTH.  RECORD ROD DEPTH IS 10 FT (3.0 M) PLUS.  B STABILITY ASSUMED.
 AW6994
 AW6994                          STATION RECOVERY (1997)
 AW6994
 AW6994'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6994'MARK RECOVERED IN POOR CONDITION.
 AW6994
 AW6994                          STATION RECOVERY (2001)
 AW6994
 AW6994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6994'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW6994
 AW6994                          STATION RECOVERY (2004)
 AW6994
 AW6994'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW6994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2422 ***********************************************************************
 AN2422  DESIGNATION -  CHAN PK
 AN2422  PID         -  AN2422
 AN2422  STATE/COUNTY-  TX/CALHOUN
 AN2422  USGS QUAD   -  CARANCAHUA PASS (1980)
 AN2422
 AN2422                         *CURRENT SURVEY CONTROL
 AN2422  ___________________________________________________________________
 AN2422* NAD 83(1993)-  28 35 08.60755(N)    096 17 11.59914(W)     ADJUSTED  
 AN2422* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 AN2422  ___________________________________________________________________
 AN2422  X           -    -613,745.935 (meters)                     COMP
 AN2422  Y           -  -5,571,226.620 (meters)                     COMP
 AN2422  Z           -   3,033,650.761 (meters)                     COMP
 AN2422  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AN2422  ELLIP HEIGHT-         -25.12  (meters)          (02/16/96) GPS OBS
 AN2422  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AN2422
 AN2422  HORZ ORDER  -  SECOND
 AN2422  ELLP ORDER  -  FIFTH     CLASS I
 AN2422
 AN2422.The horizontal coordinates were established by GPS observations
 AN2422.and adjusted by the National Geodetic Survey in February 1996..
 AN2422.No horizontal observational check was made to the station.
 AN2422
 AN2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2422
 AN2422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2422
 AN2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2422
 AN2422.The ellipsoidal height was determined by GPS observations
 AN2422.and is referenced to NAD 83.
 AN2422
 AN2422.The geoid height was determined by GEOID03.
 AN2422
 AN2422;                    North         East     Units Scale Factor Converg.
 AN2422;SPC TXSC     - 4,086,466.278   865,404.809   MT  0.99994806   +1 19 45.7
 AN2422;SPC TXSC     -13,407,014.78  2,839,248.94   sFT  0.99994806   +1 19 45.7
 AN2422;UTM  14      - 3,165,097.122   765,390.398   MT  1.00046931   +1 17 56.7
 AN2422
 AN2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2422!SPC TXSC     -   1.00000395  x   0.99994806  =   0.99995201
 AN2422!UTM  14      -   1.00000395  x   1.00046931  =   1.00047326
 AN2422
 AN2422                          SUPERSEDED SURVEY CONTROL
 AN2422
 AN2422  NAD 83(1986)-  28 35 08.61667(N)    096 17 11.56411(W) AD(       ) 2
 AN2422  NGVD 29 (03/06/92)    2.     (m)            7.     (f) GPS OBS        
 AN2422
 AN2422.Superseded values are not recommended for survey control.
 AN2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2422.See file dsdata.txt to determine how the superseded data were derived.
 AN2422
 AN2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6539065097(NAD 83)
 AN2422_MARKER: N = NAIL
 AN2422_SETTING: 0 = UNSPECIFIED SETTING
 AN2422_MARK LOGO: NOS   
 AN2422_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2422+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AN2422
 AN2422  HISTORY     - Date     Condition        Report By
 AN2422  HISTORY     - 1991     MONUMENTED       NOS
 AN2422
 AN2422                          STATION DESCRIPTION
 AN2422
 AN2422'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AN2422'STATION IS LOCATED ON A PLATFORM NEAR PALACIOS CHANNEL LIGHT 24 IN
 AN2422'MATAGORDA BAY ABOUT 9 MILES SOUTH WEST OF PALACIOS.TO REACH BY BOAT
 AN2422'FROM PALACIOS GO SOUTH WEST ABOUT 9 MILES TO LIGHT 24,CONTINUE ABOUT
 AN2422'200 METERS SOUTH WEST TO A 4 PILE STRUCTURE PLATFORM ABOUT 2 METERS
 AN2422'SQUARE AND STATION SITE.STATION IS IN THE CENTER OF A PK NAIL WITH
 AN2422'WASHER NEAR THE CENTER OF THE PLATFORM. IT IS 1.57 METERS WEST OF THE
 AN2422'EAST PILE 1.5 METERS NORTH OF THE SOUTH PILE 1.34 METERS SOUTH OF
 AN2422'THE NORTH PILE AND 1.34 METERS EAST OF THE WEST PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0894 ***********************************************************************
 BP0894  DESIGNATION -  CHANCELLOR
 BP0894  PID         -  BP0894
 BP0894  STATE/COUNTY-  TX/PECOS
 BP0894  USGS QUAD   -  CAVE MESA NE (1980)
 BP0894
 BP0894                         *CURRENT SURVEY CONTROL
 BP0894  ___________________________________________________________________
 BP0894* NAD 83(1993)-  30 41 25.81565(N)    103 05 09.79793(W)     ADJUSTED  
 BP0894* NAVD 88     -      1176.3    (meters)    3859.     (feet)  VERTCON   
 BP0894  ___________________________________________________________________
 BP0894  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 BP0894  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BP0894
 BP0894  HORZ ORDER  -  FIRST
 BP0894
 BP0894.The horizontal coordinates were established by classical geodetic methods
 BP0894.and adjusted by the National Geodetic Survey in February 1996..
 BP0894
 BP0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0894
 BP0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0894
 BP0894.The geoid height was determined by GEOID03.
 BP0894
 BP0894;                    North         East     Units Scale Factor Converg.
 BP0894;SPC TX C     - 3,116,760.399   436,312.360   MT  0.99989637   -1 25 04.1
 BP0894;SPC TX C     -10,225,571.41  1,431,468.13   sFT  0.99989637   -1 25 04.1
 BP0894;UTM  13      - 3,396,866.013   683,320.693   MT  1.00001458   +0 58 37.7
 BP0894
 BP0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0894!SPC TX C     -   0.99981890  x   0.99989637  =   0.99971529
 BP0894!UTM  13      -   0.99981890  x   1.00001458  =   0.99983348
 BP0894
 BP0894|---------------------------------------------------------------------|
 BP0894| PID    Reference Object                     Distance      Geod. Az  |
 BP0894|                                                           dddmmss.s |
 BP0894| CH8579 CHANCELLOR RM 2                       2.850 METERS 13510     |
 BP0894| CH8578 CHANCELLOR RM                         5.245 METERS 20825     |
 BP0894| CH8577 CHANCELLOR AZ MK                                   2581420.0 |
 BP0894|---------------------------------------------------------------------|
 BP0894
 BP0894                          SUPERSEDED SURVEY CONTROL
 BP0894
 BP0894  NAD 83(1986)-  30 41 25.80944(N)    103 05 09.79569(W) AD(       ) 1
 BP0894  NAD 27      -  30 41 25.23800(N)    103 05 08.21400(W) AD(       ) 1
 BP0894  NGVD 29 (07/19/86) 1175.9    (m)         3858.     (f) VERT ANG       
 BP0894
 BP0894.Superseded values are not recommended for survey control.
 BP0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0894.See file dsdata.txt to determine how the superseded data were derived.
 BP0894
 BP0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP8332196866(NAD 83)
 BP0894_MARKER: DS = TRIANGULATION STATION DISK
 BP0894_SETTING: 0 = UNSPECIFIED SETTING
 BP0894
 BP0894  HISTORY     - Date     Condition        Report By
 BP0894  HISTORY     - 1917     MONUMENTED       CGS
 BP0894  HISTORY     - 1935     GOOD             CGS
 BP0894  HISTORY     - 1944     GOOD             PHILIP
 BP0894  HISTORY     - 1946     GOOD             LOCENG
 BP0894  HISTORY     - 1970     GOOD             TEXACO
 BP0894  HISTORY     - 1975     MARK NOT FOUND   USGS
 BP0894
 BP0894                          STATION DESCRIPTION
 BP0894
 BP0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (EHP)
 BP0894'STATION IS ABOUT 20 MILES SW OF FORT STOCKTON, 3 MILES DUE
 BP0894'E FROM CHANCELLOR, NEAR THE HIGHEST POINT OF A SMALL CONICAL
 BP0894'HILL, KNOWN, LOCALLY AS PIKES PEAK.  THE CHANCELLOR-ELSINORE
 BP0894'RANCH ROAD PASSES 1 MILE S OF THE STATION.
 BP0894'
 BP0894'STATION IS MARKED BY A STANDARD DISK SET IN THE FLAT TOP OF
 BP0894'ROCK FLUSH WITH THE GROUND.
 BP0894'
 BP0894'REFERENCE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 BP0894'OUTCROPPING BEDROCK 2 INCHES ABOVE THE GROUND, 3 METERS (10 FEET)
 BP0894'N OF THE HIGHEST POINT OF THE HILL, AND 5.24 METERS (17.2 FEET)
 BP0894'FROM STATION.
 BP0894'
 BP0894'ELEVATION OF STATION, 1,175.9 METERS (3,858 FEET).
 BP0894
 BP0894                          STATION RECOVERY (1935)
 BP0894
 BP0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0894'STATION IS ABOUT 20 MILES SW OF FORT STOCKTON, 3 MILES E OF
 BP0894'CHANCELLOR, 2 MILES N OF THE CHANCELLOR-ELSINORE RANCH ROAD,
 BP0894'20 FEET N OF THE HIGHEST POINT OF A SMALL CONICAL HILL,
 BP0894'KNOWN LOCALLY AS PIKES PEAK.
 BP0894'
 BP0894'STATION MARK RECOVERED AS DESCRIBED, IN GOOD CONDITION.  THE
 BP0894'MARK IS UNSTAMPED.
 BP0894'
 BP0894'REFERENCE MARK WAS RECOVERED IN GOOD CONDITION, BUT IT
 BP0894'IS NOT STAMPED.  IT IS SSW OF THE STATION, NEAR THE HIGHEST POINT
 BP0894'OF THE PEAK THE STATION IS ON.
 BP0894'
 BP0894'REFERENCE MARK NO. 2, ESTABLISHED IN 1935, IS A STANDARD
 BP0894'BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, SE
 BP0894'OF THE STATION ON THE SE SLOPE OF THE SAME PEAK.
 BP0894'
 BP0894'THE AZIMUTH MARK, ESTABLISHED IN 1935, IS A STANDARD BRONZE
 BP0894'DISK SET IN A BLOCK OF CONCRETE WSW OF THE STATION, 3 FEET S OF
 BP0894'A FENCE T-INTERSECTION, AND PROJECTS 12 INCHES.
 BP0894'
 BP0894'STATION IS REACHED FROM THE PECOS COUNTY COURTHOUSE IN FORT
 BP0894'STOCKTON, BY GOING W ON THE STREET N OF THE COURTHOUSE (THE
 BP0894'ALPINE ROAD) TO THE W EDGE OF TOWN.  THEN THE ROAD GOES IN A
 BP0894'SOUTHWESTERLY DIRECTION.  FOLLOW THIS ROAD A TOTAL DISTANCE OF
 BP0894'21.6 MILES FROM THE COURTHOUSE TO THE CHANCELLOR SIDING ON
 BP0894'THE LEFT SIDE OF THE ROAD, THEN LEAVE THE GRADED ROAD, TURN
 BP0894'LEFT, CROSSING THE RAILROAD TRACKS 50 FEET E OF THE DEPOT, AND
 BP0894'GO 0.1 MILE.  PASS THROUGH A LARGE GATE AND GO EASTERLY 0.2
 BP0894'MILE, THEN TAKE THE LEFT FORK ON THE MAIN-TRAVELED TRACK ROAD
 BP0894'FOR 3.3 MILES, PASSING THROUGH A RED BOARD GATE AT 1.3 MILES
 BP0894'AND A WIRE GATE AT 2.5 MILES.  AT A POINT WHERE THE TRACK
 BP0894'ROAD MAKES A SLIGHT TURN TO THE RIGHT, LEAVE THE ROAD AND
 BP0894'DRIVE NORTHEASTERLY ACROSS COUNTRY TOWARD A HIGH CONICAL
 BP0894'HILL FOR A TOTAL DISTANCE OF 2.2 MILES TO AN E-W FENCE AT
 BP0894'THE SW BASE OF HILL AND THE END OF TRUCK TRAVEL.  FROM HERE
 BP0894'PACK ALONG THE FENCE TO THE TOP OF THE RIDGE, THEN LEFT
 BP0894'TO THE TOP OF THE PEAK AND THE STATION.
 BP0894'
 BP0894'A 5-MINUTE PACK WITH A LOAD.
 BP0894'
 BP0894'ALL OBJECTS ARE VISIBLE FROM THE GROUND.
 BP0894
 BP0894                          STATION RECOVERY (1944)
 BP0894
 BP0894'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1944 (WPM)
 BP0894'STATION STAMPED CHANCELLOR 1917 FOUND AS DESCRIBED.  ALL
 BP0894'MARKS IN GOOD CONDITION.
 BP0894
 BP0894                          STATION RECOVERY (1946)
 BP0894
 BP0894'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (HM)
 BP0894'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 BP0894
 BP0894                          STATION RECOVERY (1970)
 BP0894
 BP0894'RECOVERY NOTE BY TEXACO INCORPORATED 1970 (DGC)
 BP0894'REF. MARK NO 1--GOOD
 BP0894'
 BP0894'REF. MARK NO 2--GOOD
 BP0894'
 BP0894'STATION MARK IS MISSING.  NO SEARCH WAS MADE FOR AZIMUTH MARK.
 BP0894'THERE IS NO TRACE OF STATION - THERE IS A HOLE WHERE A LARGE
 BP0894'ROCK POSSIBLY HAS BEEN REMOVED.
 BP0894
 BP0894                          STATION RECOVERY (1975)
 BP0894
 BP0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BP0894'STATION MARK WAS NOT RECOVERED,
 BP0894'DESTROYED BY WEATHERING, POSITION RECOVERED BY MEASUREMENT FROM
 BP0894'REFERENCE MARKS.
 BP0894'
 BP0894'STATION MARK - CHISLED CROSS, POSITIONED BY MEASUREMENTS FROM
 BP0894'REFERENCE MARKS.
 BP0894'
 BP0894'REFERENCE MARK NO.1 - STAMPED ---CHANCELLOR 1917 -1935---, RECOVERED
 BP0894'IN POOR CONDITION.  ROCK WEATHERING AWAY.
 BP0894'
 BP0894'REFERENCE MARK NO.2 - STAMPED ---CHANCELLOR NO.2 1935---, RECOVERED IN
 BP0894'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6469 ***********************************************************************
 AW6469  DESIGNATION -  CHANNEL
 AW6469  PID         -  AW6469
 AW6469  STATE/COUNTY-  TX/HARRIS
 AW6469  USGS QUAD   -  PASADENA (1995)
 AW6469
 AW6469                         *CURRENT SURVEY CONTROL
 AW6469  ___________________________________________________________________
 AW6469* NAD 83(1993)-  29 44 21.26485(N)    095 08 38.62734(W)     ADJUSTED  
 AW6469* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AW6469  ___________________________________________________________________
 AW6469  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AW6469  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6469
 AW6469  HORZ ORDER  -  SECOND
 AW6469
 AW6469.The horizontal coordinates were established by classical geodetic methods
 AW6469.and adjusted by the National Geodetic Survey in February 1996..
 AW6469
 AW6469.The orthometric height was scaled from a topographic map.
 AW6469
 AW6469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6469
 AW6469.The geoid height was determined by GEOID03.
 AW6469
 AW6469;                    North         East     Units Scale Factor Converg.
 AW6469;SPC TXSC     - 4,217,374.399   972,904.485   MT  0.99988806   +1 53 20.7
 AW6469;SPC TXSC     -13,836,502.51  3,191,937.46   sFT  0.99988806   +1 53 20.7
 AW6469;UTM  15      - 3,291,816.727   292,646.830   MT  1.00013052   -1 03 50.2
 AW6469
 AW6469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6469!SPC TXSC     -   1.00000317  x   0.99988806  =   0.99989123
 AW6469!UTM  15      -   1.00000317  x   1.00013052  =   1.00013369
 AW6469
 AW6469|---------------------------------------------------------------------|
 AW6469| PID    Reference Object                     Distance      Geod. Az  |
 AW6469|                                                           dddmmss.s |
 AW6469| CV7019 CHANNEL RM 2                          2.360 METERS 00040     |
 AW6469| AW6480 PASADENA RAD STA KTRH W MAST        APPROX. 4.2 KM 2215318.8 |
 AW6469| CV7018 CHANNEL RM 1                          2.555 METERS 27120     |
 AW6469|---------------------------------------------------------------------|
 AW6469
 AW6469                          SUPERSEDED SURVEY CONTROL
 AW6469
 AW6469  NAD 83(1986)-  29 44 21.27995(N)    095 08 38.60833(W) AD(       ) 2
 AW6469  NAD 27      -  29 44 20.45909(N)    095 08 37.85252(W) AD(       ) 2
 AW6469
 AW6469.Superseded values are not recommended for survey control.
 AW6469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6469.See file dsdata.txt to determine how the superseded data were derived.
 AW6469
 AW6469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9264791817(NAD 83)
 AW6469_MARKER: Z = SEE DESCRIPTION
 AW6469_SETTING: 0 = UNSPECIFIED SETTING
 AW6469
 AW6469  HISTORY     - Date     Condition        Report By
 AW6469  HISTORY     - 1931     MONUMENTED       CGS
 AW6469  HISTORY     - 1934     GOOD             TXGS
 AW6469  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AW6469  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 AW6469
 AW6469                          STATION DESCRIPTION
 AW6469
 AW6469'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6469'STATION IS LOCATED AT CHANNEL CITY, ABOUT 2-1/4 MILES NW OF
 AW6469'DEER PARK, ON TOP OF THE 115-FOOT CONCRETE STANDPIPE, ABOUT 285
 AW6469'METERS N OF BUFFALO BAYOU.  THE TOP IS A FLAT CIRCULAR SLAB
 AW6469'OF CONCRETE 17.5 FEET IN DIAMETER.
 AW6469'
 AW6469'THE STATION WAS NOT MARKED, BEING DIRECTLY OVER A 2-FOOT-SQUARE
 AW6469'HOLE IN THE CENTER, BUT CAN BE RECOVERED FROM REFERENCE MARK
 AW6469'1 SET TO THE W AND REFERENCE MARK 2 SET TO THE N.
 AW6469'
 AW6469'BOTH REFERENCE MARKS ARE CROSSES CUT IN THE CONCRETE AND
 AW6469'ARE APPROXIMATELY 0.8 FOOT FROM OUTSIDE EDGE OF TOP.
 AW6469
 AW6469                          STATION RECOVERY (1934)
 AW6469
 AW6469'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6469'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 AW6469'CONDITION.
 AW6469
 AW6469                          STATION RECOVERY (1952)
 AW6469
 AW6469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6469'STATION WAS DESTROYED.
 AW6469'
 AW6469'A BROKEN MASS OF CONCRETE WAS FOUND AT THE DESCRIBED LOCATION.
 AW6469'IT HAD BEEN BLASTED, APPARENTLY, AND NO SEMBLANCE OF THE
 AW6469'STANDPIPE REMAINS.
 AW6469
 AW6469                          STATION RECOVERY (1998)
 AW6469
 AW6469'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1728 ***********************************************************************
 AB1728  DESIGNATION -  CHANNEL
 AB1728  PID         -  AB1728
 AB1728  STATE/COUNTY-  TX/CAMERON
 AB1728  USGS QUAD   -  PORT ISABEL (1983)
 AB1728
 AB1728                         *CURRENT SURVEY CONTROL
 AB1728  ___________________________________________________________________
 AB1728* NAD 83(1993)-  26 02 19.16743(N)    097 13 00.90958(W)     ADJUSTED  
 AB1728* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 AB1728  ___________________________________________________________________
 AB1728  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AB1728  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB1728
 AB1728  HORZ ORDER  -  SECOND
 AB1728
 AB1728.The horizontal coordinates were established by classical geodetic methods
 AB1728.and adjusted by the National Geodetic Survey in February 1996..
 AB1728
 AB1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1728
 AB1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1728
 AB1728.The geoid height was determined by GEOID03.
 AB1728
 AB1728;                    North         East     Units Scale Factor Converg.
 AB1728;SPC TX S     - 5,041,868.062   428,419.276   MT  1.00003471   +0 34 57.1
 AB1728;SPC TX S     -16,541,528.80  1,405,572.24   sFT  1.00003471   +0 34 57.1
 AB1728;UTM  14      - 2,881,183.822   678,405.934   MT  0.99999301   +0 46 58.6
 AB1728
 AB1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1728!SPC TX S     -   1.00000249  x   1.00003471  =   1.00003720
 AB1728!UTM  14      -   1.00000249  x   0.99999301  =   0.99999550
 AB1728
 AB1728|---------------------------------------------------------------------|
 AB1728| PID    Reference Object                     Distance      Geod. Az  |
 AB1728|                                                           dddmmss.s |
 AB1728| CS4314 CHANNEL RM 1                         11.946 METERS 06220     |
 AB1728| AB1729 CHANNEL AZ MK                       363.849 METERS 06824     |
 AB1728| AB1719 BROWNSVILLE CHAN RNG C F LT         492.281 METERS 0984746.2 |
 AB1728| CS4315 CHANNEL RM 2                         12.664 METERS 32519     |
 AB1728|---------------------------------------------------------------------|
 AB1728
 AB1728                          SUPERSEDED SURVEY CONTROL
 AB1728
 AB1728  NAD 83(1986)-  26 02 19.17551(N)    097 13 00.87310(W) AD(       ) 2
 AB1728  NGVD 29 (06/28/90)    5.6    (m)           18.     (f) VERT ANG       
 AB1728
 AB1728.Superseded values are not recommended for survey control.
 AB1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1728.See file dsdata.txt to determine how the superseded data were derived.
 AB1728
 AB1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7840681184(NAD 83)
 AB1728_MARKER: DS = TRIANGULATION STATION DISK
 AB1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1728_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1728+STABILITY: SURFACE MOTION
 AB1728
 AB1728  HISTORY     - Date     Condition        Report By
 AB1728  HISTORY     - 1985     MONUMENTED       NGS
 AB1728
 AB1728                          STATION DESCRIPTION
 AB1728
 AB1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1728'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 AB1728'WEST OF THE GULF OF MEXICO, 4.3 KM (2.7 MI) SOUTH-SOUTHWEST OF THE
 AB1728'POST OFFICE IN PORT ISABEL, 4.0 KM (2.5 MI) SOUTH-SOUTHEAST OF THE
 AB1728'JUNCTION OF STATE HIGHWAYS 48 AND 100, ON A LEVEE AND ON THE NORTH
 AB1728'BANK OF THE BROWNSVILLE SHIP CHANNEL.
 AB1728'OWNERSHIP--MR ROBERT C CORNELISON, PORT ISABEL-SAN BENITO
 AB1728'NAVIGATION DISTRICT, POST OFFICE BOX 218, PORT ISABEL TX 78578,
 AB1728'PHONE 512-943-7826.
 AB1728'
 AB1728'TO REACH THE STATION FROM THE POST OFFICE IN PORT ISABEL, AT STATE
 AB1728'HIGHWAY 100 AND MANAUTON STREET, GO WEST ON THE HIGHWAY FOR 1.2 KM
 AB1728'(0.75 MI) TO A ROAD LEFT, PORT ROAD. TURN LEFT, SOUTH, ON PORT ROAD
 AB1728'FOR 1.1 KM (0.7 MI) TO A FORK, INDUSTRIAL ROAD TO THE LEFT, KEEP
 AB1728'RIGHT ON PORT ROAD FOR 0.8 KM (0.5 MI) TO A GATE. CONTINUE AHEAD
 AB1728'FOR 0.1 KM (0.05 MI) TO A FORK, KEEP RIGHT TO LEVEE, FOR 0.2 KM
 AB1728'(0.1 MI) TO A DIRT ROAD RIGHT TO TOP OF LEVEE. TURN RIGHT FOR 30
 AB1728'METERS (100 FT) TO THE TOP OF THE LEVEE. TURN LEFT, SOUTHERLY ON
 AB1728'THE LEVEE FOR 2.3 KM (1.45 MI) TO THE AZIMUTH MARK ON THE LEFT, ON
 AB1728'A BLUFF. CONTINUE AHEAD ON THE LEVEE FOR 0.3 KM (0.2 MI) TO THE
 AB1728'STATION SITE AND THE SOUTHWEST CORNER OF A SPOIL AREA.
 AB1728'
 AB1728'THE STATION IS A STANDARD NGS DISK
 AB1728'STAMPED---CHANNEL 1985---,
 AB1728'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1728'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1728'13.11 METERS (43.0 FT) SOUTHEAST FROM A WITNESS POST,
 AB1728'12.34 METERS (40.5 FT) WEST-SOUTHWEST FROM A WITNESS POST,
 AB1728'3.5 METERS (11.5 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER OF
 AB1728'THE LEVEE AND
 AB1728'0.49 METER (1.6 FT) EAST-NORTHEAST FROM A WITNESS POST.
 AB1728'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AB1728'STAMPED---CHANNEL 1985---,
 AB1728'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AB1728'
 AB1728'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AB1728'STAMPED---CHANNEL NO 1 1985---,
 AB1728'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1728'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1728'19.20 METERS (63.0 FT) EAST FROM A WITNESS POST,
 AB1728'12.50 METERS (41.0 FT) EAST-NORTHEAST FROM A WITNESS POST,
 AB1728'0.9 METER (3.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER OF
 AB1728'THE TOP OF THE LEVEE AND
 AB1728'0.9 METER (3.0 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 AB1728'MARK IS LEVEL WITH THE STATION.
 AB1728'
 AB1728'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AB1728'STAMPED---CHANNEL NO 2 1985---,
 AB1728'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1728'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1728'18.59 METERS (61.0 FT) WEST FROM A WITNESS POST,
 AB1728'13.11 METERS (43.0 FT) NORTH-NORTHWEST FROM A WITNESS POST,
 AB1728'1.4 METERS (4.5 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER OF
 AB1728'THE TOP OF THE LEVEE AND
 AB1728'0.98 METER (3.2 FT) EAST-NORTHEAST FROM A WITNESS POST.
 AB1728'MARK IS 0.2 METER BELOW THE STATION.
 AB1728'
 AB1728'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 AB1728'STAMPED---CHANNEL 1985---,
 AB1728'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1728'20 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1728'8.2 METERS (27 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 AB1728'THE TRACK ROAD ON TOP OF THE LEVEE,
 AB1728'1.4 METERS (4.5 FT) NORTHWEST FROM THE BANKS DROPOFF TO THE WATER
 AB1728'AND
 AB1728'0.55 METER (1.8 FT) SOUTHWEST FROM A WITNESS POST.
 AB1728'TO REACH THE AZIMUTH FROM THE STATION,
 AB1728'GO EAST-NORTHEAST FOR 0.3 KM (0.2 MI) ON THE LEVEE TO THE AZIMUTH
 AB1728'MARK ON THE RIGHT ON A BLUFF.
 AB1728'
 AB1728'HEIGHT OF LIGHT SHOWN WAS 2.1 METERS ABOVE THE MARK.
 AB1728'
 AB1728'AN EDM TIE WAS MADE TO CHANNEL AZ MK.
 AB1728'
 AB1728'DESCRIBED BY R. T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1729 ***********************************************************************
 AB1729  DESIGNATION -  CHANNEL AZ MK
 AB1729  PID         -  AB1729
 AB1729  STATE/COUNTY-  TX/CAMERON
 AB1729  USGS QUAD   -  PORT ISABEL (1983)
 AB1729
 AB1729                         *CURRENT SURVEY CONTROL
 AB1729  ___________________________________________________________________
 AB1729* NAD 83(1993)-  26 02 23.52020(N)    097 12 48.74130(W)     ADJUSTED  
 AB1729* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 AB1729  ___________________________________________________________________
 AB1729  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AB1729  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB1729
 AB1729  HORZ ORDER  -  SECOND
 AB1729
 AB1729.The horizontal coordinates were established by classical geodetic methods
 AB1729.and adjusted by the National Geodetic Survey in February 1996..
 AB1729
 AB1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1729
 AB1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1729
 AB1729.The geoid height was determined by GEOID03.
 AB1729
 AB1729;                    North         East     Units Scale Factor Converg.
 AB1729;SPC TX S     - 5,042,005.458   428,756.200   MT  1.00003436   +0 35 02.6
 AB1729;SPC TX S     -16,541,979.57  1,406,677.63   sFT  1.00003436   +0 35 02.6
 AB1729;UTM  14      - 2,881,322.390   678,742.361   MT  0.99999449   +0 47 04.1
 AB1729
 AB1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1729!SPC TX S     -   1.00000262  x   1.00003436  =   1.00003698
 AB1729!UTM  14      -   1.00000262  x   0.99999449  =   0.99999711
 AB1729
 AB1729                          SUPERSEDED SURVEY CONTROL
 AB1729
 AB1729  NAD 83(1986)-  26 02 23.52861(N)    097 12 48.70495(W) AD(       ) 2
 AB1729  NGVD 29 (06/28/90)    5.     (m)           16.     (f) VERT ANG       
 AB1729
 AB1729.Superseded values are not recommended for survey control.
 AB1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1729.See file dsdata.txt to determine how the superseded data were derived.
 AB1729
 AB1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7874281322(NAD 83)
 AB1729_MARKER: DZ = AZIMUTH MARK DISK
 AB1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1729_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1729+STABILITY: SURFACE MOTION
 AB1729
 AB1729  HISTORY     - Date     Condition        Report By
 AB1729  HISTORY     - 1985     MONUMENTED       NGS
 AB1729  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 AB1729
 AB1729                          STATION DESCRIPTION
 AB1729
 AB1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1729'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 AB1729'WEST OF THE GULF OF MEXICO, 4.3 KM (2.7 MI) SOUTH-SOUTHWEST OF THE
 AB1729'POST OFFICE IN PORT ISABEL, 4.0 KM (2.5 MI) SOUTH-SOUTHEAST OF THE
 AB1729'JUNCTION OF STATE HIGHWAYS 48 AND 100, ON A LEVEE AND ON THE NORTH
 AB1729'BANK OF THE BROWNSVILLE SHIP CHANNEL.
 AB1729'OWNERSHIP--MR ROBERT C CORNELISON, PORT ISABEL-SAN BENITO
 AB1729'NAVIGATION DISTRICT, PORT OFFICE BOX 218, PORT ISABEL TX 78578,
 AB1729'PHONE 512-943-7826.
 AB1729'
 AB1729'TO REACH THE STATION FROM THE POST OFFICE IN PORT ISABEL, AT STATE
 AB1729'HIGHWAY 100 AND MANAUTON STREET, GO WEST ON THE HIGHWAY FOR 1.2 KM
 AB1729'(0.75 MI) TO A ROAD LEFT, PORT ROAD. TURN LEFT, SOUTH, ON PORT ROAD
 AB1729'FOR 1.1 KM (0.7 MI) TO A FORK, INDUSTRIAL ROAD TO THE LEFT, KEEP
 AB1729'RIGHT ON PORT ROAD FOR 0.8 KM (0.5 MI) TO A GATE. CONTINUE AHEAD
 AB1729'FOR 0.1 KM (0.05 MI) TO A FORK. KEEP RIGHT TO LEVEE, FOR 0.2 KM
 AB1729'(0.1 MI) TO A DIRT ROAD RIGH TO TOP OF LEVEE. TURN RIGHT FOR 30
 AB1729'METERS (100 FT) TO THE TOP OF THE LEVEE. TURN LEFT, SOUTHERLY ON
 AB1729'THE LEVEE FOR 2.3 KM (1.45 MI) TO THE STATION ON THE LEFT, ON A
 AB1729'BLUFF.
 AB1729'
 AB1729'THE STATION IS A STANDARD NGS DISK
 AB1729'STAMPED---CHANNEL 1985---,
 AB1729'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1729'20 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1729'8.2 METERS (27 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 AB1729'THE TRACK ROAD ON TOP OF THE LEVEE,
 AB1729'1.4 METERS (4.5 FT) NORTHWEST FROM THE BANKS DROPOFF TO THE WATER
 AB1729'AND
 AB1729'0.55 METER (1.8 FT) SOUTHWEST FROM A WITNESS POST.
 AB1729'
 AB1729'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 AB1729'
 AB1729'AN EDM TIE WAS MADE TO STATION CHANNEL.
 AB1729'
 AB1729'DESCRIBED BY R. T. WOODRUFF.
 AB1729
 AB1729                          STATION RECOVERY (1991)
 AB1729
 AB1729'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6255 ***********************************************************************
 AW6255  DESIGNATION -  CHANNELVIEW MUNICIPAL TANK
 AW6255  PID         -  AW6255
 AW6255  STATE/COUNTY-  TX/HARRIS
 AW6255  USGS QUAD   -  HIGHLANDS (1995)
 AW6255
 AW6255                         *CURRENT SURVEY CONTROL
 AW6255  ___________________________________________________________________
 AW6255* NAD 83(1993)-  29 46 24.09472(N)    095 07 20.64452(W)     ADJUSTED  
 AW6255* NAVD 88     -                                                        
 AW6255  ___________________________________________________________________
 AW6255  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AW6255  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6255
 AW6255  HORZ ORDER  -  THIRD
 AW6255
 AW6255.The horizontal coordinates were established by classical geodetic methods
 AW6255.and adjusted by the National Geodetic Survey in February 1996..
 AW6255
 AW6255
 AW6255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6255
 AW6255.The geoid height was determined by GEOID03.
 AW6255
 AW6255;                    North         East     Units Scale Factor Converg.
 AW6255;SPC TXSC     - 4,221,223.249   974,873.263   MT  0.99989242   +1 53 58.9
 AW6255;SPC TXSC     -13,849,129.94  3,198,396.70   sFT  0.99989242   +1 53 58.9
 AW6255;UTM  15      - 3,295,559.901   294,811.814   MT  1.00011949   -1 03 15.4
 AW6255
 AW6255                          SUPERSEDED SURVEY CONTROL
 AW6255
 AW6255  NAD 83(1986)-  29 46 24.11056(N)    095 07 20.62573(W) AD(       ) 4
 AW6255  NAD 27      -  29 46 23.29616(N)    095 07 19.87344(W) AD(       ) 3
 AW6255
 AW6255.Superseded values are not recommended for survey control.
 AW6255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6255.See file dsdata.txt to determine how the superseded data were derived.
 AW6255
 AW6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9481295560(NAD 83)
 AW6255_MARKER: 53 = ELEVATED TANK
 AW6255
 AW6255  HISTORY     - Date     Condition        Report By
 AW6255  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6255  HISTORY     - 1952     GOOD             CGS
 AW6255  HISTORY     - 1968     GOOD             CGS
 AW6255  HISTORY     - 19970927 GOOD             USPSQD
 AW6255  HISTORY     - 20040325 GOOD             USPSQD
 AW6255
 AW6255                          STATION DESCRIPTION
 AW6255
 AW6255'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6255'THE STATION IS LOCATED SOUTHEAST OF HOUSTON IN THE VILLAGE
 AW6255'OF CHANNELVIEW, 0.15 MILE EAST OF SHELDON DEER PARK ROAD AND
 AW6255'0.1 MILE NORTH OF MARKET STREET.  IT IS A 4-LEGGED STEEL
 AW6255'STRUCTURE SUPPORTING THE TANK PROPER.  IT IS SILVER COLOR
 AW6255'AND HAS AN OVERALL HEIGHT OF 120 FEET.  THE BALL AT THE APEX
 AW6255'WAS THE POINT OBSERVED.
 AW6255
 AW6255                          STATION RECOVERY (1952)
 AW6255
 AW6255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6255'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 AW6255'ADEQUATE AND COMPLETE.
 AW6255
 AW6255                          STATION RECOVERY (1968)
 AW6255
 AW6255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6255'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS MAINTAINED
 AW6255'BY DISTRICT NUMBER 6, CHANNELVIEW.
 AW6255
 AW6255                          STATION RECOVERY (1997)
 AW6255
 AW6255'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6255'RECOVERED IN GOOD CONDITION.
 AW6255
 AW6255                          STATION RECOVERY (2004)
 AW6255
 AW6255'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6258 ***********************************************************************
 AW6258  DESIGNATION -  CHANNELVIEW WC AND ID NO 84 TK
 AW6258  PID         -  AW6258
 AW6258  STATE/COUNTY-  TX/HARRIS
 AW6258  USGS QUAD   -  HIGHLANDS (1995)
 AW6258
 AW6258                         *CURRENT SURVEY CONTROL
 AW6258  ___________________________________________________________________
 AW6258* NAD 83(1993)-  29 48 06.07250(N)    095 07 17.47047(W)     ADJUSTED  
 AW6258* NAVD 88     -                                                        
 AW6258  ___________________________________________________________________
 AW6258  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6258  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW6258
 AW6258  HORZ ORDER  -  THIRD
 AW6258
 AW6258.The horizontal coordinates were established by classical geodetic methods
 AW6258.and adjusted by the National Geodetic Survey in February 1996..
 AW6258
 AW6258
 AW6258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6258
 AW6258.The geoid height was determined by GEOID03.
 AW6258
 AW6258;                    North         East     Units Scale Factor Converg.
 AW6258;SPC TXSC     - 4,224,364.051   974,854.366   MT  0.99989632   +1 54 00.4
 AW6258;SPC TXSC     -13,859,434.39  3,198,334.70   sFT  0.99989632   +1 54 00.4
 AW6258;UTM  15      - 3,298,698.208   294,954.857   MT  1.00011877   -1 03 17.1
 AW6258
 AW6258                          SUPERSEDED SURVEY CONTROL
 AW6258
 AW6258  NAD 83(1986)-  29 48 06.08816(N)    095 07 17.45176(W) AD(       ) 4
 AW6258  NAD 27      -  29 48 05.27647(N)    095 07 16.70020(W) AD(       ) 3
 AW6258
 AW6258.Superseded values are not recommended for survey control.
 AW6258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6258.See file dsdata.txt to determine how the superseded data were derived.
 AW6258
 AW6258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9495598698(NAD 83)
 AW6258_MARKER: 53 = ELEVATED TANK
 AW6258
 AW6258  HISTORY     - Date     Condition        Report By
 AW6258  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6258  HISTORY     - 19970927 GOOD             USPSQD
 AW6258
 AW6258                          STATION DESCRIPTION
 AW6258
 AW6258'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6258'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHEAST OF
 AW6258'SHELDON, 3-1/2 MILES EAST-NORTHEAST OF CLOVERLEAF AND 2 MILES
 AW6258'NORTH-NORTHEAST OF CHANNELVIEW.
 AW6258'
 AW6258'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10
 AW6258'AND SHELDON ROAD, JUST NORTH OF CHANNELVIEW, GO NORTH ON SHELDON
 AW6258'ROAD FOR 1.65 MILES TO AN ANGLING CROSSROAD (ASHLAND ROAD).  TURN
 AW6258'RIGHT AND GO EAST ON ASHLAND ROAD FOR 0.1 MILE TO THE STATION ON
 AW6258'THE RIGHT.
 AW6258'
 AW6258'THE TANK IS SILVER IN COLOR AND IS SUPPORTED BY FOUR TUBULAR STEEL
 AW6258'LEGS.  THE OVERALL HEIGHT IS ABOUT 150 FEET.
 AW6258'
 AW6258'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
 AW6258
 AW6258                          STATION RECOVERY (1997)
 AW6258
 AW6258'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0868 ***********************************************************************
 FM0868  DESIGNATION -  CHANNING
 FM0868  PID         -  FM0868
 FM0868  STATE/COUNTY-  TX/HARTLEY
 FM0868  USGS QUAD   -  CHANNING (1971)
 FM0868
 FM0868                         *CURRENT SURVEY CONTROL
 FM0868  ___________________________________________________________________
 FM0868* NAD 83(1993)-  35 44 01.42084(N)    102 19 04.76970(W)     ADJUSTED  
 FM0868* NAVD 88     -      1201.63   (+/-2cm)    3942.3    (feet)  VERTCON   
 FM0868  ___________________________________________________________________
 FM0868  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 FM0868  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FM0868
 FM0868  HORZ ORDER  -  FIRST
 FM0868  VERT ORDER  -  THIRD ? (See Below)
 FM0868
 FM0868.The horizontal coordinates were established by classical geodetic methods
 FM0868.and adjusted by the National Geodetic Survey in February 1996..
 FM0868
 FM0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0868.The vertical order pertains to the NGVD 29 superseded value.
 FM0868
 FM0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0868
 FM0868.The geoid height was determined by GEOID03.
 FM0868
 FM0868;                    North         East     Units Scale Factor Converg.
 FM0868;SPC TX N     - 1,192,641.667   126,006.048   MT  0.99992602   -0 28 26.6
 FM0868;SPC TX N     - 3,912,858.54    413,404.84   sFT  0.99992602   -0 28 26.6
 FM0868;UTM  13      - 3,957,732.626   742,561.404   MT  1.00032507   +1 34 01.6
 FM0868
 FM0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0868!SPC TX N     -   0.99981545  x   0.99992602  =   0.99974148
 FM0868!UTM  13      -   0.99981545  x   1.00032507  =   1.00014046
 FM0868
 FM0868|---------------------------------------------------------------------|
 FM0868| PID    Reference Object                     Distance      Geod. Az  |
 FM0868|                                                           dddmmss.s |
 FM0868| CJ6865 CHANNING RM 1                        41.339 METERS 01819     |
 FM0868| FM0017 W 235                                73.992 METERS 01835     |
 FM0868| CJ6864 CHANNING AZ MK 2                                   0435850.2 |
 FM0868| CJ6867 CHANNING RM 3                        11.162 METERS 14911     |
 FM0868| FM0869 CHANNING SW PUB SER CO TANK         APPROX. 5.3 KM 1934131.9 |
 FM0868| CJ6863 CHANNING AZ MK                                     1991321.8 |
 FM0868| CJ6866 CHANNING RM 2                        50.658 METERS 26615     |
 FM0868|---------------------------------------------------------------------|
 FM0868
 FM0868                          SUPERSEDED SURVEY CONTROL
 FM0868
 FM0868  NAD 83(1993)-  35 44 01.42163(N)    102 19 04.76802(W) AD(       ) 1
 FM0868  NAD 83(1986)-  35 44 01.42869(N)    102 19 04.76022(W) AD(       ) 1
 FM0868  NAD 27      -  35 44 01.28600(N)    102 19 03.06000(W) AD(       ) 1
 FM0868  NGVD 29 (07/19/86) 1201.06   (m)         3940.5    (f) LEVELING    3  
 FM0868
 FM0868.Superseded values are not recommended for survey control.
 FM0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0868.See file dsdata.txt to determine how the superseded data were derived.
 FM0868
 FM0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4256157733(NAD 83)
 FM0868_MARKER: DS = TRIANGULATION STATION DISK
 FM0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0868
 FM0868  HISTORY     - Date     Condition        Report By
 FM0868  HISTORY     - 1934     MONUMENTED       CGS
 FM0868  HISTORY     - 1945     GOOD             LOCENG
 FM0868  HISTORY     - 1953     GOOD             CGS
 FM0868  HISTORY     - 1971     POOR             USGS
 FM0868  HISTORY     - 1973     POOR             USAF
 FM0868  HISTORY     - 1975     SEE DESCRIPTION  NGS
 FM0868
 FM0868                          STATION DESCRIPTION
 FM0868
 FM0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0868'STATION IS 3.3 MILES N OF CHANNING, LOCATED ON PASTURE LAND,
 FM0868'ON THE W SIDE OF THE FORT WORTH AND DENVER CITY RAILWAY,
 FM0868'OPPOSITE THE POINT WHERE THE DUMAS AND SPEARMAN ROADS JOIN
 FM0868'U.S. HIGHWAY 385.  STATION IS 60 FEET WNW OF THE W RAIL OF THE
 FM0868'RAILROAD TRACK, 16 FEET NW OF THE FENCE CORNER AND ABOUT
 FM0868'50 YARDS W OF U.S. HIGHWAY 385.  THE MARK PROJECTS 5 INCHES.
 FM0868'
 FM0868'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 FM0868'STANDARD BRONZE DISKS SET IN CONCRETE.
 FM0868'
 FM0868'REFERENCE MARK NO. 1 IS NNE OF THE STATION UNDER THE FENCE
 FM0868'LINE.  THE MARK PROJECTS 5 INCHES.
 FM0868'
 FM0868'REFERENCE MARK NO. 2 IS W OF THE STATION, ONE FOOT N OF THE
 FM0868'FENCE AND PROJECTS 4 INCHES.
 FM0868'
 FM0868'AZIMUTH MARK IS ABOUT 1/2 MILE SSW OF THE STATION, 4 FEET
 FM0868'NE OF THE SEVENTH TRANSMISSION POLE S OF THE STATION AND
 FM0868'PROJECTS 6 INCHES.
 FM0868'
 FM0868'STATION REACHED FROM THE WATER TANK IN CHANNING BY GOING N ON
 FM0868'U.S. HIGHWAY 385, 3.3 MILES.  CROSS THE RAILROAD TRACKS, PASS
 FM0868'THROUGH A GATE AND FOLLOW ALONG THE W SIDE OF THE FENCE
 FM0868'ABOUT 300 FEET TO THE STATION.
 FM0868'
 FM0868'A 10-FOOT STAND WAS ERECTED.
 FM0868
 FM0868                          STATION RECOVERY (1945)
 FM0868
 FM0868'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (RLF)
 FM0868'STATION STAMPED CHANNING AND REFERENCE MARKS NO. 1 AND NO. 2
 FM0868'STAMPED CHANNING 1 AND CHANNING 2 WERE RECOVERED IN GOOD
 FM0868'CONDITION.
 FM0868
 FM0868                          STATION RECOVERY (1953)
 FM0868
 FM0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0868'THE STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED
 FM0868'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT
 FM0868'BE FOUND AND IS CONSIDERED DESTROYED.  REFERENCE MARK NUMBER
 FM0868'1 HAS APPARENTLY BEEN HIT AND TILTED SLIGHTLY BY A ROAD
 FM0868'GRADER BUT IS IN GOOD CONDITION OTHERWISE.  A COMPLETE
 FM0868'DESCRIPTION FOLLOWS--
 FM0868'
 FM0868'THE STATION IS LOCATED ON THE WEST SIDE OF SOME RAILROAD TRACKS
 FM0868'AND STATE HIGHWAY 51, ABOUT 3 MILES AIRLINE NORTH-NORTHEAST
 FM0868'OF CHANNING, ABOUT 12 MILES AIRLINE SOUTH-SOUTHEAST OF
 FM0868'HARTLEY, AND ABOUT 22 MILES AIRLINE WEST-SOUTHWEST OF DUMAS.
 FM0868'
 FM0868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND
 FM0868'354 IN CHANNING GO NORTH ON STATE HIGHWAY 51 AS PER SIGN, DALHART
 FM0868'FOR 3.5 MILES TO FARM ROAD 722 ON THE RIGHT AND A GRADED
 FM0868'ROAD ON THE LEFT.  TURN LEFT, CROSS SOME RAILROAD TRACKS,
 FM0868'AND GO SOUTH ALONG A FENCE LINE ABOUT 100 YARDS TO A FENCE
 FM0868'CORNER AND THE STATION.
 FM0868'
 FM0868'THE STATION MARK IS A STANDARD DISK STAMPED, CHANNING 1934 SET
 FM0868'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 FM0868'THE GROUND.  IT IS 7 FEET NORTHEAST OF A FENCE CORNER, 3 FEET
 FM0868'NORTHEAST OF A WITNESS POST, AND AT THE WEST EDGE OF A GRADED
 FM0868'ROAD.
 FM0868'
 FM0868'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, CHANNING
 FM0868'NO 1 1934 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FM0868'THAT IS FLUSH WITH THE GROUND.  IT IS 21 FEET EAST OF A FENCE
 FM0868'LINE, AT THE EAST EDGE OF A GRADED ROAD, AND 3 FEET LOWER THAN
 FM0868'THE STATION.
 FM0868'
 FM0868'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, CHANNING
 FM0868'NO 2 1934 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FM0868'THAT IS FLUSH WITH THE GROUND.  IT IS 1 FOOT NORTH OF A
 FM0868'FENCE LINE AND THE SAME ELEVATION AS THE STATION.
 FM0868'
 FM0868'REFERENCE MARK NUMBER 3 IS NEWLY ESTABLISHED AND IS A
 FM0868'STANDARD DISK STAMPED, CHANNING NO 3 1953 SET IN THE TOP OF A
 FM0868'10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FM0868'IT IS 5 FEET SOUTH OF A TELEPHONE POLE AND 4 FEET HIGHER THAN
 FM0868'THE STATION.
 FM0868'
 FM0868'THE BENCH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 FM0868'BENCH MARK DISK STAMPED, W 235 1933 SET IN THE TOP OF A 10-INCH
 FM0868'SQUARE CONCRETE POST THAT PROJECTS 12 INCHES ABOVE THE
 FM0868'GROUND.  IT IS 33 FEET EAST OF A FENCE LINE, 3 FEET SOUTH OF A
 FM0868'TELEPHONE POLE, AND 4 FEET LOWER THAN THE STATION.
 FM0868'
 FM0868'THE AZIMUTH MARK IS NEWLY ESTABLISHED AND IS A STANDARD DISK
 FM0868'STAMPED, CHANNING 1934 1953 SET IN THE TOP OF A 10-INCH SQUARE
 FM0868'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 FM0868'51 FEET SOUTHEAST OF THE CENTERLINE OF FARM ROAD 722 AND 1
 FM0868'FOOT NORTHWEST OF A FENCE LINE.  TO REACH THE AZIMUTH MARK
 FM0868'FROM THE STATION GO NORTHEAST ON FARM ROAD 722 FOR 0.6 MILE
 FM0868'TO THE TOP OF A SLIGHT RISE AND THE AZIMUTH MARK ON THE RIGHT.
 FM0868'
 FM0868'SINCE THE STATION IS LOCATED AT THE EDGE OF A ROAD OBSERVATIONS
 FM0868'WERE TAKEN FROM A 50 FOOT STEEL TOWER OVER AN ECCENTRIC POINT 23
 FM0868'FEET TO THE WEST.
 FM0868
 FM0868                          STATION RECOVERY (1971)
 FM0868
 FM0868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (MDM)
 FM0868'STATION WAS FOUND GRADED UP ALONG A PRIVATE ROAD TO A RANCH
 FM0868'HOUSE.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FM0868'RECOVERED.  IT WAS NOTED THAT RM. NO. 1 WAS DISTURBED BUT
 FM0868'USEABLE FOR RECOVERY OF UNDERGROUND MARK OF STATION.
 FM0868
 FM0868                          STATION RECOVERY (1973)
 FM0868
 FM0868'RECOVERY NOTE BY US AIR FORCE 1973
 FM0868'MONUMENT FOUND INTACT BUT LYING ON ITS SIDE.  RM 1 HAS BEEN
 FM0868'HIT BUT STILL INTACT.  STATION WAS NOT RESET.  AZIMUTH MARK
 FM0868'IS GOOD.  A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS
 FM0868'LOCATED ON THE WEST SIDE OF SOME RAILROAD TRACKS AND STATE
 FM0868'HIGHWAY 51, ABOUT 3 MILES AIRLINE NORTH-NORTHEAST OF CHANNING,
 FM0868'ABOUT 12 MILES AIRLINE SOUTH-SOUTHEAST OF HARTLEY, AND ABOUT
 FM0868'22 MILES AIRLINE WEST-SOUTHWEST OF DUMAS.
 FM0868'
 FM0868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 51 AND 354
 FM0868'IN CHANNING GO NORTH ON STATE HIGHWAY 51 AS PER SIGN, DALHART
 FM0868'FOR 3.5 MILES TO FARM ROAD 722 ON THE RIGHT AND A GRADED ROAD
 FM0868'ON THE LEFT.  TURN LEFT, CROSS SOME RAILROAD TRACKS, AND GO
 FM0868'SOUTH ALONG A FENCE LINE ABOUT 100 YARDS TO A FENCE CORNER
 FM0868'AND THE STATION.
 FM0868
 FM0868                          STATION RECOVERY (1975)
 FM0868
 FM0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FM0868'THE STATION SURFACE MARK WAS FOUND TO HAVE BEEN DESTROYED.  THE
 FM0868'STATION SUB-SURFACE MARK, REFERENCE MARKS NO. 2 AND 3 AND THE
 FM0868'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 FM0868'MARK NO. 1 WAS FOUND TO HAVE BEEN HIT, AND IS TILTED AS DESCRIBED IN
 FM0868'THE 1953 RECOVERY DESCRIPTION.
 FM0868'
 FM0868'THE LINE OF SIGHT TO THE AZIMUTH MARK IS NOW OBSTRUCTED BY A LONE
 FM0868'TREE.
 FM0868'
 FM0868'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 3 AND
 FM0868'BENCH MARK W 235 1935.  THE DIRECTION TO ALL THE MARKS WERE
 FM0868'VERIFIED.
 FM0868'
 FM0868'A NEW STATION SURFACE MARK WAS ESTABLISHED AT THIS TIME.
 FM0868'
 FM0868'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 FM0868'
 FM0868'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF CHANNING, ABOUT 100
 FM0868'YARDS WEST OF THE INTERSECTION OF U. S. HIGHWAY 385 AND FARM ROAD
 FM0868'722, WEST OF THE RAILROAD TRACKS, AND ON THE WEST EDGE AND JUST
 FM0868'BEFORE REACH CURVE IN GRAVEL ROAD.
 FM0868'
 FM0868'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 385 AND
 FM0868'FARM ROAD 767 IN CHANNING, GO NORTH ON U. S. HIGHWAY 385 FOR 3.6
 FM0868'MILES TO THE INTERSECTION OF FARM ROAD 722 ON THE RIGHT, CONTINUE
 FM0868'NORTH ON U. S. HIGHWAY 385 FOR ABOUT 0.05 MILE TO A GRAVEL ROAD ON
 FM0868'THE LEFT.  TURN LEFT AND GO WESTERLY CROSSING RAILROAD TRACKS, THEN
 FM0868'SOUTH ON GRAVEL ROAD FOR 0.05 MILE TO MARK ON THE RIGHT.
 FM0868'
 FM0868'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FM0868'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES ABOVE THE ROAD-BED AND
 FM0868'IS STAMPED CHANNING 1934 1975.  IT IS 60 FEET WEST OF THE WEST RAIL
 FM0868'OF RAILROAD TRACKS, 32 FEET NORTHWEST OF A TELEPHONE POLE, 11 FEET
 FM0868'WEST OF THE CENTER OF ROAD, 7.6 FEET NORTHEAST OF A FENCE-CORNER
 FM0868'POST, 6 FEET EAST OF THE EAST END OF GATE, 7 FEET EAST-NORTHEAST
 FM0868'OF A METAL WITNESS POST AND ON THE VERY WEST EDGE OF THE GRAVEL
 FM0868'ROAD.
 FM0868'
 FM0868'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FM0868'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED CHANNING
 FM0868'NO 1 1934.  THE MARK HAS BEEN HIT BY HEAVY MACHINERY AND IS TILTED.
 FM0868'IT IS 46 FEET WEST OF THE WEST RAIL OF RAILROAD TRACKS, 23 FEET
 FM0868'NORTH OF A TELEPHONE POLE, 20 FEET EAST OF THE FENCE-LINE AND 9 FEET
 FM0868'EAST OF THE CENTER OF GRAVEL ROAD.
 FM0868'
 FM0868'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FM0868'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED CHANNING
 FM0868'NO 2 1934.
 FM0868'
 FM0868'IT IS 21 FEET NORTH OF THE CENTER OF GRAVEL ROAD, 8 FEET EAST OF THE
 FM0868'EAST END OF GATE AND 1-FOOT NORTH OF THE FENCE-LINE.
 FM0868'
 FM0868'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FM0868'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED CHANNING
 FM0868'1953 NO 3 1953.  IT IS 34 FEET WEST OF THE WEST RAIL OF RAILROAD
 FM0868'TRACKS, 25 FEET SOUTHEAST OF THE CENTER OF GRAVEL ROAD, 21 FEET
 FM0868'NORTHEAST OF A FENCE-CORNER POST, AND 5 FEET SOUTH OF A TELEPHONE
 FM0868'POLE.
 FM0868'
 FM0868'BENCH MARK W 235 1935 IS A STANDARD BENCH MARK DISK, SET IN THE TOP
 FM0868'OF A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 10-INCHES AND IS
 FM0868'STAMPED W 235 1933.  IT IS 34.6 FEET WEST OF THE WEST RAIL OF THE
 FM0868'RAILROAD TRACKS, 30 FEET EAST OF THE FENCE-LINE, 16 FEET EAST OF
 FM0868'THE CENTER OF GRAVEL ROAD, AND 3 FEET SOUTH OF A TELEPHONE POLE.
 FM0868'
 FM0868'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 FM0868'POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED CHANNING 1934
 FM0868'1953.  IT IS 51 FEET SOUTHEAST OF THE CENTER-LINE OF HIGHWAY AND
 FM0868'1-FOOT NORTHWEST OF THE FENCE-LINE.
 FM0868'
 FM0868'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U. S. HIGHWAY 385
 FM0868'AND FARM ROAD 722, GO NORTHEAST ON FARM ROAD 722 FOR 0.6 MILE TO TOP
 FM0868'OF A SMALL RISE AND MARK ON THE RIGHT.
 FM0868'
 FM0868'NOTE--DISTANCE TO REFERENCE MARK NO. 2 AND BENCH MARK W 235 1935,
 FM0868'WAS MEASURED WITH H/P.
 FM0868'
 FM0868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CHANNING 3.6 MILES
 FM0868'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0869 ***********************************************************************
 FM0869  DESIGNATION -  CHANNING SW PUB SER CO TANK
 FM0869  PID         -  FM0869
 FM0869  STATE/COUNTY-  TX/HARTLEY
 FM0869  USGS QUAD   -  CHANNING (1971)
 FM0869
 FM0869                         *CURRENT SURVEY CONTROL
 FM0869  ___________________________________________________________________
 FM0869* NAD 83(1993)-  35 41 13.90041(N)    102 19 54.79560(W)     ADJUSTED  
 FM0869* NAVD 88     -                                                        
 FM0869  ___________________________________________________________________
 FM0869  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 FM0869  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 FM0869
 FM0869  HORZ ORDER  -  THIRD
 FM0869
 FM0869.The horizontal coordinates were established by classical geodetic methods
 FM0869.and adjusted by the National Geodetic Survey in February 1996..
 FM0869
 FM0869
 FM0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0869
 FM0869.The geoid height was determined by GEOID03.
 FM0869
 FM0869;                    North         East     Units Scale Factor Converg.
 FM0869;SPC TX N     - 1,187,489.675   124,705.624   MT  0.99992188   -0 28 55.6
 FM0869;SPC TX N     - 3,895,955.71    409,138.37   sFT  0.99992188   -0 28 55.6
 FM0869;UTM  13      - 3,952,535.536   741,444.779   MT  1.00031842   +1 33 26.0
 FM0869
 FM0869                          SUPERSEDED SURVEY CONTROL
 FM0869
 FM0869  NAD 83(1993)-  35 41 13.90184(N)    102 19 54.79348(W) AD(       ) 4
 FM0869  NAD 83(1986)-  35 41 13.90808(N)    102 19 54.78515(W) AD(       ) 4
 FM0869  NAD 27      -  35 41 13.76100(N)    102 19 53.08100(W) AD(       ) 3
 FM0869
 FM0869.Superseded values are not recommended for survey control.
 FM0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0869.See file dsdata.txt to determine how the superseded data were derived.
 FM0869
 FM0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4144552536(NAD 83)
 FM0869_MARKER: 53 = ELEVATED TANK
 FM0869
 FM0869  HISTORY     - Date     Condition        Report By
 FM0869  HISTORY     - 1934     FIRST OBSERVED   CGS
 FM0869  HISTORY     - 1953     GOOD             CGS
 FM0869
 FM0869                          STATION DESCRIPTION
 FM0869
 FM0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0869'THE TANK IS LOCATED IN THE NORTH CENTRAL PART OF CHANNING.
 FM0869'THE TANK IS THE PROPERTY OF THE SOUTHWESTERN PUBLIC SERVICE,
 FM0869'AND IS OF STEEL CONSTRUCTION MOUNTED ON A FOUR LEGGED STEEL
 FM0869'STRUCTURE.  IT IS ABOUT 120 FEET HIGH.  THE BALL ON TOP OF THE
 FM0869'TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6259 ***********************************************************************
 AW6259  DESIGNATION -  CHANNVIEW WC AND ID NO 21 TK
 AW6259  PID         -  AW6259
 AW6259  STATE/COUNTY-  TX/HARRIS
 AW6259  USGS QUAD   -  HIGHLANDS (1995)
 AW6259
 AW6259                         *CURRENT SURVEY CONTROL
 AW6259  ___________________________________________________________________
 AW6259* NAD 83(1993)-  29 47 04.11111(N)    095 07 30.62064(W)     ADJUSTED  
 AW6259* NAVD 88     -                                                        
 AW6259  ___________________________________________________________________
 AW6259  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6259  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6259
 AW6259  HORZ ORDER  -  THIRD
 AW6259
 AW6259.The horizontal coordinates were established by classical geodetic methods
 AW6259.and adjusted by the National Geodetic Survey in February 1996..
 AW6259
 AW6259
 AW6259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6259
 AW6259.The geoid height was determined by GEOID03.
 AW6259
 AW6259;                    North         East     Units Scale Factor Converg.
 AW6259;SPC TXSC     - 4,222,445.719   974,564.644   MT  0.99989392   +1 53 54.0
 AW6259;SPC TXSC     -13,853,140.66  3,197,384.17   sFT  0.99989392   +1 53 54.0
 AW6259;UTM  15      - 3,296,796.933   294,566.552   MT  1.00012073   -1 03 21.7
 AW6259
 AW6259                          SUPERSEDED SURVEY CONTROL
 AW6259
 AW6259  NAD 83(1986)-  29 47 04.12689(N)    095 07 30.60185(W) AD(       ) 4
 AW6259  NAD 27      -  29 47 03.31381(N)    095 07 29.84963(W) AD(       ) 3
 AW6259
 AW6259.Superseded values are not recommended for survey control.
 AW6259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6259.See file dsdata.txt to determine how the superseded data were derived.
 AW6259
 AW6259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9456796797(NAD 83)
 AW6259_MARKER: 53 = ELEVATED TANK
 AW6259
 AW6259  HISTORY     - Date     Condition        Report By
 AW6259  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6259  HISTORY     - 19981017 GOOD             USPSQD
 AW6259
 AW6259                          STATION DESCRIPTION
 AW6259
 AW6259'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6259'THE STATION IS LOCATED AT 615 SHELDON IN CHANNELVIEW.  IT IS A WATER
 AW6259'TANK WITH FOUR TUBULAR LEGS, ELLIPSOIDAL TOP AND BOTTOM AND PAINTED
 AW6259'SILVER.  THE OVER-ALL HEIGHT IS 155 FEET.
 AW6259'
 AW6259'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
 AW6259
 AW6259                          STATION RECOVERY (1998)
 AW6259
 AW6259'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1570 ***********************************************************************
 AB1570  DESIGNATION -  CHANPURADO WINDMILL
 AB1570  PID         -  AB1570
 AB1570  STATE/COUNTY-  TX/WILLACY
 AB1570  USGS QUAD   -  LA LEONA (1982)
 AB1570
 AB1570                         *CURRENT SURVEY CONTROL
 AB1570  ___________________________________________________________________
 AB1570* NAD 83(1993)-  26 22 17.25302(N)    097 27 26.99647(W)     ADJUSTED  
 AB1570* NAVD 88     -                                                        
 AB1570  ___________________________________________________________________
 AB1570  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 AB1570  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AB1570
 AB1570  HORZ ORDER  -  THIRD
 AB1570
 AB1570.The horizontal coordinates were established by classical geodetic methods
 AB1570.and adjusted by the National Geodetic Survey in February 1996..
 AB1570
 AB1570
 AB1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1570
 AB1570.The geoid height was determined by GEOID03.
 AB1570
 AB1570;                    North         East     Units Scale Factor Converg.
 AB1570;SPC TX S     - 5,078,516.112   404,036.488   MT  0.99995473   +0 28 23.9
 AB1570;SPC TX S     -16,661,764.94  1,325,576.38   sFT  0.99995473   +0 28 23.9
 AB1570;UTM  14      - 2,917,741.949   653,892.515   MT  0.99989240   +0 41 07.1
 AB1570
 AB1570                          SUPERSEDED SURVEY CONTROL
 AB1570
 AB1570  NAD 83(1986)-  26 22 17.26648(N)    097 27 26.95781(W) AD(       ) 4
 AB1570  NAD 27      -  26 22 16.00500(N)    097 27 26.02000(W) AD(       ) 3
 AB1570
 AB1570.Superseded values are not recommended for survey control.
 AB1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1570.See file dsdata.txt to determine how the superseded data were derived.
 AB1570
 AB1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5389317742(NAD 83)
 AB1570_MARKER: 66 = WINDMILL
 AB1570
 AB1570  HISTORY     - Date     Condition        Report By
 AB1570  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1570
 AB1570                          STATION DESCRIPTION
 AB1570
 AB1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1570'STATION IS LOCATED ABOUT 8.0 MILES E OF PORFORIO.
 AB1570'
 AB1570'TO REACH FROM RAYMONDVILLE, FROM THE JUNCTIN OF U.S. HWY 77
 AB1570'AND STATE HWY 186, GO E ON STATE HWY 186 9.0 MILES TO WHERE
 AB1570'HIGHWAY TURNS N, CONTINUE AHEAD 1.35 MILES TO END OF PAVEMENT
 AB1570'THEN CONTINUE ON DIRT ROAD E AND W 2.15 MILES TO T ROAD
 AB1570'RIGHT, TURN RIGHT ACROSS CATTLE GUARD AND GO 2.05 MILES TO
 AB1570'GATE AND BUILDINGS ON RIGHT (GUARD AT GATE).  TURN RIGHT
 AB1570'THROUGH GATE, AFTER PERMISSION HAS BEEN OBTAINED FROM MR.
 AB1570'BLAND DURHAM, FOREMAN OF THE SAUZ RANCH, AND CONTINUE 3.75
 AB1570'MILES TO CROSSROADS, TURN LEFT AND GO E 1.5 MILES, TURN RIGHT GO
 AB1570'SSE 1.35 MILES TO BUMP GATE, PASS THROUGH GATE AND CONTINUE 0.65 MILE
 AB1570'TO FORK, TAKE LEFT FORK, GRADED ROAD, AND CONTINUE 1.25 MILES TO
 AB1570'GATE (NOPAL 1949 ON RIGHT), PASS THROUGH GATE AND
 AB1570'CONTINUE 2.35 MILES TO A TRACK CROSSROAD AND LONE POST ON
 AB1570'RIGHT, TURN RIGHT ON TRACK ROAD FOR 4.5 MILES TO STATION.
 AB1570'
 AB1570'STATION IS THE CHANPURADO WINDMILL.  THE WINDMILL IS A WOOD
 AB1570'TOWER AND IS LOCATED HALFWAY BETWEEN A CONCRETE WATER TANK TO
 AB1570'THE N AND A DREDGED EARTHEN RESERVOIR TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1519 ***********************************************************************
 AH1519  DESIGNATION -  CHAPARRAL WINDMILL
 AH1519  PID         -  AH1519
 AH1519  STATE/COUNTY-  TX/KENEDY
 AH1519  USGS QUAD   -  LA PARRA RANCH SE (1975)
 AH1519
 AH1519                         *CURRENT SURVEY CONTROL
 AH1519  ___________________________________________________________________
 AH1519* NAD 83(1993)-  27 04 31.96346(N)    097 34 28.89570(W)     ADJUSTED  
 AH1519* NAVD 88     -                                                        
 AH1519  ___________________________________________________________________
 AH1519  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 AH1519  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AH1519
 AH1519  HORZ ORDER  -  THIRD
 AH1519
 AH1519.The horizontal coordinates were established by classical geodetic methods
 AH1519.and adjusted by the National Geodetic Survey in February 1996..
 AH1519
 AH1519
 AH1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1519
 AH1519.The geoid height was determined by GEOID03.
 AH1519
 AH1519;                    North         East     Units Scale Factor Converg.
 AH1519;SPC TX S     - 5,156,428.210   391,769.367   MT  0.99989563   +0 25 12.3
 AH1519;SPC TX S     -16,917,381.55  1,285,330.00   sFT  0.99989563   +0 25 12.3
 AH1519;UTM  14      - 2,995,602.848   641,326.055   MT  0.99984656   +0 38 55.9
 AH1519
 AH1519                          SUPERSEDED SURVEY CONTROL
 AH1519
 AH1519  NAD 83(1986)-  27 04 31.97959(N)    097 34 28.87028(W) AD(       ) 4
 AH1519  NAD 27      -  27 04 30.80000(N)    097 34 27.90000(W) AD(       ) 3
 AH1519
 AH1519.Superseded values are not recommended for survey control.
 AH1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1519.See file dsdata.txt to determine how the superseded data were derived.
 AH1519
 AH1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4132695603(NAD 83)
 AH1519_MARKER: 66 = WINDMILL
 AH1519
 AH1519  HISTORY     - Date     Condition        Report By
 AH1519  HISTORY     - 1950     FIRST OBSERVED   CGS
 AH1519
 AH1519                          STATION DESCRIPTION
 AH1519
 AH1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1519'LOCATED ON THE KENEDY RANCH, 14 MILES ESE. OF MIFFLIN AND 16.0
 AH1519'MILES SSW. OF POINT PENASCAL.
 AH1519'
 AH1519'TO REACH FROM LONE HOUSES ON W. SIDE OF HIGHWAY, GO S. ON
 AH1519'U.S. HIGHWAY 77 TO SURFACED ROAD E., JUST S. OF CATTLE UNDERPASS,
 AH1519'TURN ONTO ROAD, (OBTAIN KEYS AND PERMISSION FROM RANCH OFFICIALS
 AH1519'IN SARITA) PASS THROUGH GATE IN RIGHT OF WAY FENCE AND GO E.
 AH1519'4.3 MILES TO CATTLE GUARD, CONTINUE 4.25 MILES TO CULVERT JUST
 AH1519'E. OF MESQUITE GROVE, TURN LEFT ACROSS COUNTRY TOWARD SAND
 AH1519'DUNE ABOUT 0.3 MILE DISTANT FOR 0.05 MILE TO TRACK ROAD, TURN
 AH1519'LEFT ONTO ROAD AND GO NW. 0.5 MILE TO FORK, TAKE RIGHT FORK
 AH1519'AND GO 1.85 MILES TO FORK, TAKE RIGHT FORK AND GO 0.15 MILE
 AH1519'TO REVERSE FORK LEFT, CONTINUE NE ON TRACK ROAD
 AH1519'(TRIANGULATION STATION MARTIN APPROXIMATELY 200 FT. SE. OF
 AH1519'ROAD ON TOP OF RIDGE) FOR 1.55 MILES TO FORKS, TAKE
 AH1519'EXTREME RIGHT FORK AND GO 1.9 MILES TO GATE, PASS THROUGH
 AH1519'AND GO 2.35 MILES TO REVERSE FORK LEFT, CONTINUE
 AH1519'STRAIGHT AHEAD 2.35 MILES TO FORK, TAKE RIGHT FORK 0.15 MILE
 AH1519'TO DIM CROSSROAD, TURN RIGHT AND GO S. AROUND TIP OF OAK
 AH1519'NOTE FOR 0.85 MILE TO WINDMILL AND STATION.
 AH1519'
 AH1519'STATION IS THE CENTER OF A WOODEN TOWER WINDMILL APPROXIMATELY
 AH1519'25 FEET HIGH.
 AH1519'
 AH1519'THE TOWER IS IN POOR CONDITION.  THE BLADES OF THE MILL ARE
 AH1519'BROKEN OFF AND ONLY THE TAIL IS LEFT.  THE STATION IS 22 FEET
 AH1519'SSE. OF A CLUMP OF THREE MESQUITE TREES, 16 FEET SE. OF A
 AH1519'3 INCH IRON PIPE, 205 FEET SSW. OF THE MOST SOUTHERLY POINT
 AH1519'OF OAK TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2696 ***********************************************************************
 CS2696  DESIGNATION -  CHAPEL
 CS2696  PID         -  CS2696
 CS2696  STATE/COUNTY-  TX/NAVARRO
 CS2696  USGS QUAD   -  CORBET (1978)
 CS2696
 CS2696                         *CURRENT SURVEY CONTROL
 CS2696  ___________________________________________________________________
 CS2696* NAD 83(1993)-  32 05 13.33392(N)    096 30 54.52385(W)     ADJUSTED  
 CS2696* NAVD 88     -       152.04   (+/-2cm)     498.8    (feet)  VERTCON   
 CS2696  ___________________________________________________________________
 CS2696  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CS2696  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CS2696
 CS2696  HORZ ORDER  -  SECOND
 CS2696  VERT ORDER  -  THIRD ? (See Below)
 CS2696
 CS2696.The horizontal coordinates were established by classical geodetic methods
 CS2696.and adjusted by the National Geodetic Survey in February 1996..
 CS2696
 CS2696.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2696.The vertical order pertains to the NGVD 29 superseded value.
 CS2696
 CS2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2696
 CS2696.The geoid height was determined by GEOID03.
 CS2696
 CS2696;                    North         East     Units Scale Factor Converg.
 CS2696;SPC TXNC     - 2,048,386.616   787,369.061   MT  1.00001314   +1 04 57.1
 CS2696;SPC TXNC     - 6,720,415.09  2,583,226.66   sFT  1.00001314   +1 04 57.1
 CS2696;UTM  14      - 3,552,785.615   734,518.069   MT  1.00027831   +1 19 14.1
 CS2696
 CS2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2696!SPC TXNC     -   0.99998014  x   1.00001314  =   0.99999328
 CS2696!UTM  14      -   0.99998014  x   1.00027831  =   1.00025845
 CS2696
 CS2696:                Primary Azimuth Mark                     Grid Az
 CS2696:SPC TXNC     -  CHAPEL AZ MK                             100 26 46.5
 CS2696:UTM  14      -  CHAPEL AZ MK                             100 12 29.5
 CS2696
 CS2696|---------------------------------------------------------------------|
 CS2696| PID    Reference Object                     Distance      Geod. Az  |
 CS2696|                                                           dddmmss.s |
 CS2696| CX9199 CHAPEL AZ MK                                       1013143.6 |
 CS2696| CX9200 CHAPEL RM 1                          47.750 METERS 12855     |
 CS2696| CS2694 CORSICANA ODD FELLOWS HOME TK       APPROX. 1.1 KM 1381751.7 |
 CS2696| CS2695 CORSICANA ST ORPHANS HOME TANK      APPROX. 1.4 KM 1654522.5 |
 CS2696| CS0915 J 950                                82.928 METERS 23718     |
 CS2696| CS2692 EMHOUSE MUNICIPAL TANK              APPROX.10.5 KM 3242515.6 |
 CS2696|---------------------------------------------------------------------|
 CS2696
 CS2696                          SUPERSEDED SURVEY CONTROL
 CS2696
 CS2696  NAD 83(1986)-  32 05 13.34196(N)    096 30 54.50517(W) AD(       ) 2
 CS2696  NAD 27      -  32 05 12.79200(N)    096 30 53.56000(W) AD(       ) 2
 CS2696  NGVD 29 (07/19/86)  152.03   (m)          498.8    (f) LEVELING    3  
 CS2696
 CS2696.Superseded values are not recommended for survey control.
 CS2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2696.See file dsdata.txt to determine how the superseded data were derived.
 CS2696
 CS2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3451852786(NAD 83)
 CS2696_MARKER: DS = TRIANGULATION STATION DISK
 CS2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2696
 CS2696  HISTORY     - Date     Condition        Report By
 CS2696  HISTORY     - 1949     MONUMENTED       CGS
 CS2696  HISTORY     - 1964     GOOD             USAF
 CS2696  HISTORY     - 1975     GOOD             NGS
 CS2696
 CS2696                          STATION DESCRIPTION
 CS2696
 CS2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2696'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF THE CENTER OF
 CS2696'THE TOWN OF CORSICANA AT THE WHITES CHAPEL COMMUNITY CENTER.
 CS2696'IT IS 57 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CS2696'COMMUNITY CENTER BUILDING AND 36 FEET NORTH OF THE CENTERLINE OF
 CS2696'THE DIRT ROAD.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 CS2696'AND THE DISK IS STAMPED CHAPEL 1949.
 CS2696'
 CS2696'REFERENCE MARK NO. 1 IS 53 FEET NORTH OF THE CENTERLINE OF
 CS2696'HIGHWAY 22 AND 2 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 CS2696'4 INCHES AND THE DISK IS STAMPED CHAPEL NO 1 1949.
 CS2696'
 CS2696'BM J 950 (REFERENCE MARK NO. 2) IS 51 FEET SOUTH OF THE CENTERLINE
 CS2696'OF HIGHWAY 22, 33 FEET WEST OF A CONCRETE CULVERT, 13 FEET WEST
 CS2696'OF A TELEPHONE POLE AND 1 FOOT EAST OF A WITNESS POST.  THE MARK
 CS2696'IS A STANDARD USC AND GS BENCH MARK SET IN AN 8 INCH SQUARE
 CS2696'CONCRETE POST WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CS2696'J 950 1946.
 CS2696'
 CS2696'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CHAPEL
 CS2696'TO J 950.
 CS2696'
 CS2696'AZIMUTH MARK IS ABOUT 0.8 MILE EAST-SOUTHEAST OF THE STATION,
 CS2696'51 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 22, 4 FEET EAST OF A
 CS2696'POWERLINE POLE AND 3 FEET NORTHEAST OF A WITNESS POST.  THE MARK
 CS2696'PROJECTS 6 INCHES AND THE DISK IS STAMPED CHAPEL 1949.
 CS2696'
 CS2696'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 31 AND STATE HIGHWAY
 CS2696'22 IN THE SOUTHWEST EDGE OF CORSICANA, GO NORTH ON HIGHWAY
 CS2696'22 0.45 MILE, TURN LEFT ON HIGHWAY 22 1.5 MILES TO FORKS,
 CS2696'TAKE RIGHT FORK (HIGHWAY 22) 0.5 MILE TO THE AZIMUTH MARK ON THE
 CS2696'LEFT, CONTINUE ON WESTERLY 0.8 MILE TO CROSSROAD AND THE STATION
 CS2696'ABOUT 50 YARDS TO THE RIGHT.
 CS2696'
 CS2696'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2696
 CS2696                          STATION RECOVERY (1964)
 CS2696
 CS2696'RECOVERY NOTE BY US AIR FORCE 1964
 CS2696'STATION, R.M. 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CS2696'R.M. 2 WAS NOT RECOVERED.  DESCRIPTION IS ADEQUATE.
 CS2696
 CS2696                          STATION RECOVERY (1975)
 CS2696
 CS2696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DRB)
 CS2696'THE STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN GOOD
 CS2696'CONDITION.  REFERENCE MARKS WERE NOT SEARCHED FOR.  A RECENTLY
 CS2696'BUILT LARGE HOUSE EAST OF STATION NOW BLOCKS OUT LINE OF SIGHT
 CS2696'BETWEEN STATION AND AZIMUTH MARK.
 CS2696'
 CS2696'THE 1949 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0208 ***********************************************************************
 BM0208  DESIGNATION -  CHAPEL HILL
 BM0208  PID         -  BM0208
 BM0208  STATE/COUNTY-  TX/WASHINGTON
 BM0208  USGS QUAD   -  DANIELS (1989)
 BM0208
 BM0208                         *CURRENT SURVEY CONTROL
 BM0208  ___________________________________________________________________
 BM0208* NAD 83(1993)-  30 07 44.09262(N)    096 14 18.32160(W)     ADJUSTED  
 BM0208* NAVD 88     -        94.08   (+/-2cm)     308.7    (feet)  VERTCON   
 BM0208  ___________________________________________________________________
 BM0208  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BM0208  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BM0208
 BM0208  HORZ ORDER  -  SECOND
 BM0208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0208
 BM0208.The horizontal coordinates were established by classical geodetic methods
 BM0208.and adjusted by the National Geodetic Survey in February 1996..
 BM0208
 BM0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0208.The vertical order pertains to the NGVD 29 superseded value.
 BM0208
 BM0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0208
 BM0208.The geoid height was determined by GEOID03.
 BM0208
 BM0208;                    North         East     Units Scale Factor Converg.
 BM0208;SPC TX C     - 3,058,505.839 1,094,500.639   MT  0.99999675   +2 06 32.8
 BM0208;SPC TX C     -10,034,447.91  3,590,874.18   sFT  0.99999675   +2 06 32.8
 BM0208;SPC TXSC     - 4,257,560.428   866,073.632   MT  0.99995904   +1 21 10.6
 BM0208;SPC TXSC     -13,968,346.17  2,841,443.24   sFT  0.99995904   +1 21 10.6
 BM0208;UTM  14      - 3,336,290.197   766,054.292   MT  1.00047339   +1 23 13.1
 BM0208
 BM0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0208!SPC TX C     -   0.99998948  x   0.99999675  =   0.99998623
 BM0208!SPC TXSC     -   0.99998948  x   0.99995904  =   0.99994852
 BM0208!UTM  14      -   0.99998948  x   1.00047339  =   1.00046286
 BM0208
 BM0208:                Primary Azimuth Mark                     Grid Az
 BM0208:SPC TX C     -  WASHINGTON EVAN LUTH CH SPIRE            019 20 55.1
 BM0208:SPC TXSC     -  WASHINGTON EVAN LUTH CH SPIRE            020 06 17.3
 BM0208:UTM  14      -  WASHINGTON EVAN LUTH CH SPIRE            020 04 14.8
 BM0208
 BM0208|---------------------------------------------------------------------|
 BM0208| PID    Reference Object                     Distance      Geod. Az  |
 BM0208|                                                           dddmmss.s |
 BM0208| BM0981 WASHINGTON EVAN LUTH CH SPIRE       APPROX.18.9 KM 0212727.9 |
 BM0208| BM0207 CHAPEL HILL RM 1                     24.921 METERS 04708     |
 BM0208| BM0986 HEMPSTEAD MUNICIPAL TANK            APPROX.15.6 KM 1035812.5 |
 BM0208| AX2649 RACCOON BEND RADIO KKD 32 MAST      APPROX.17.8 KM 1440757.5 |
 BM0208| BM0210 CHAPEL HILL AZ MK                                  1771008.0 |
 BM0208| BM0991 KENNY WATER TANK                    APPROX.12.3 KM 2230440.6 |
 BM0208| BM1000 BRENHAM MUNICIPAL TANK              APPROX.15.8 KM 2833030.4 |
 BM0208| BM0989 CHAPEL HILL CATH CHURCH DOME        APPROX. 1.6 KM 2881340.4 |
 BM0208| BM0998 BRENHAM RADIO STA KWHI MAST         APPROX.17.7 KM 2935514.3 |
 BM0208| BM0209 CHAPEL HILL RM 2                     23.175 METERS 29616     |
 BM0208| BM0990 CHAPEL HILL FIRST BAP CH SPIRE      APPROX. 2.2 KM 3055623.6 |
 BM0208|---------------------------------------------------------------------|
 BM0208
 BM0208                          SUPERSEDED SURVEY CONTROL
 BM0208
 BM0208  NAD 83(1986)-  30 07 44.10790(N)    096 14 18.30493(W) AD(       ) 2
 BM0208  NAD 27      -  30 07 43.32300(N)    096 14 17.44400(W) AD(       ) 2
 BM0208  NGVD 29 (??/??/92)   94.051  (m)          308.57   (f) ADJ UNCH    2 0
 BM0208
 BM0208.Superseded values are not recommended for survey control.
 BM0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0208.See file dsdata.txt to determine how the superseded data were derived.
 BM0208
 BM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU6605436290(NAD 83)
 BM0208_MARKER: DS = TRIANGULATION STATION DISK
 BM0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0208_STAMPING: CHAPEL HILL 1954
 BM0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0208+STABILITY: SURFACE MOTION
 BM0208
 BM0208  HISTORY     - Date     Condition        Report By
 BM0208  HISTORY     - 1954     MONUMENTED       CGS
 BM0208  HISTORY     - 1954     GOOD             CGS
 BM0208  HISTORY     - 1954     GOOD             CGS
 BM0208  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0208
 BM0208                          STATION DESCRIPTION
 BM0208
 BM0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0208'THE STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF THE SMALL VILLAGE
 BM0208'OF CHAPEL HILL AND NEAR THE POINT THAT FARM ROAD 1371 CROSSES
 BM0208'THE TEXAS AND NEW ORLEANS RAILROAD.
 BM0208'
 BM0208'TO REACH FROM THE POST OFFICE IN CHAPEL HILL, GO SOUTH AND
 BM0208'EAST ON U.S. HIGHWAY 290 FOR 1.6 MILES TO A SIDE ROAD RIGHT.
 BM0208'TURN RIGHT, SOUTH, ON FARM ROAD 1371 AND GO 0.2 MILE TO A
 BM0208'RAILROAD CROSSING AND THE STATION MARK SOUTHEAST OF THIS
 BM0208'POINT.
 BM0208'
 BM0208'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FARM
 BM0208'ROAD 1371 FOR 0.4 MILE TO A CULVERT AND A SLIGHT CURVE IN
 BM0208'THE ROAD, CONTINUE STRAIGHT AHEAD FOR 100 YARDS TO THE AZIMUTH
 BM0208'MARK ON THE RIGHT NEAR THE WEST RIGHT-OF-WAY FENCE LINE.
 BM0208'
 BM0208'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 BM0208'POSTS.
 BM0208'
 BM0208'THE STATION MARK IS STAMPED CHAPEL HILL 1954 AND IT PROJECTS
 BM0208'6 INCHES.  THE MARK IS 108 FEET SOUTHEAST OF THE CENTER OF THE
 BM0208'RAILROAD CROSSING.  90 FEET SOUTHWEST OF A FENCE CORNER.
 BM0208'59 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK.  AND
 BM0208'4 FEET WEST OF A WHITE WITNESS POST.
 BM0208'
 BM0208'REFERENCE MARK NO. 1 IS STAMPED CHAPEL HILL NO 1 1954 AND IT
 BM0208'PROJECTS 6 INCHES.  THE MARK IS 21 FEET SOUTH OF THE SOUTH RAIL
 BM0208'OF A RAILROAD TRACK AND 10 FEET WEST OF A FENCE CORNER.
 BM0208'
 BM0208'REFERENCE MARK NO. 2 IS STAMPED CHAPEL HILL NO 2 1954 AND
 BM0208'IT PROJECTS 6 INCHES.  THE MARK IS 10 FEET SOUTH OF THE SOUTH
 BM0208'RAIL OF A RIALROAD TRACK AND 2 FEET NORTHEAST OF A RAILROAD
 BM0208'CROSSING SIGN POST.
 BM0208'
 BM0208'THE AZIMUTH MARK IS STAMPED CHAPEL HILL 1954 AND IT PROJECTS
 BM0208'6 INCHES.  THE MARK IS 1 FOOT EAST OF THE WEST RIGHT-OF-WAY
 BM0208'FENCE LINE OF FARM ROAD 1371.  150 YARDS NORTH OF THE CREST
 BM0208'OF A RISE.  100 YARDS SOUTH OF A CULVERT.  39 FEET WEST OF THE
 BM0208'CENTER OF THE ROAD AND 2 FEET NORTH OF A WHITE WITNESS POST.
 BM0208'
 BM0208'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BM0208
 BM0208                          STATION RECOVERY (1954)
 BM0208
 BM0208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BM0208'0.65 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BM0208'THE STATION SIGN AT CHAPEL HILL, 60 FEET SOUTH OF THE SOUTH
 BM0208'RAIL, 81 FEET EAST OF THE CENTER LINE OF FARM ROAD 1371, 4.7 FEET
 BM0208'WEST OF A WITNESS POST, A TRIANGULATION STATION DISK SET IN THE
 BM0208'TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND,
 BM0208'STAMPED CHAPEL HILL 1954.
 BM0208'
 BM0208'CHAPEL HILL R.M. 1 IS 82.0 FEET NORTHEAST OF TRIANGULATION
 BM0208'STATION CHAPEL HILL 1954, 21.6 FEET SOUTH OF THE SOUTH RAIL,
 BM0208'1 FOOT SOUTH OF AN EAST AND WEST FENCE, 7 FEET WEST OF A FENCE
 BM0208'LEADING SOUTH, A REFERENCE MARK DISK SET IN THE TOP OF A
 BM0208'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, STAMPED
 BM0208'CHAPEL HILL NO 1 1954.
 BM0208'
 BM0208'CHAPEL HILL R.M. 2 IS 76.0 FEET NORTHWEST OF TRIANGULATION
 BM0208'STATION CHAPEL HILL 1954, 10.3 FEET SOUTH OF THE SOUTH RAIL,
 BM0208'35 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF FARM ROAD
 BM0208'1371, 2.5 FEET NORTHEAST OF A CROSSING SIGN, A REFERENCE
 BM0208'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BM0208'0.8 FOOT ABOVE THE GROUND, STAMPED CHAPEL HILL NO 2 1954.
 BM0208'
 BM0208'CHAPEL HILL 1954 AZIMUTH IS 0.45 MILE SOUTH OF TRIANGULATION
 BM0208'STATION CHAPEL HILL 1954, 38 FEET SOUTHWEST OF THE CENTER
 BM0208'LINE OF FARM ROAD 1371, 1.3 FEET NORTHEAST OF A FENCE, 2.3
 BM0208'FEET NORTHWEST OF A WITNESS POST, AN AZIMUTH MARK DISK SET
 BM0208'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 BM0208'THE GROUND, STAMPED CHAPEL HILL 1954.
 BM0208
 BM0208                          STATION RECOVERY (1954)
 BM0208
 BM0208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 BM0208'0.65 MI E FROM CHAPEL HILL.
 BM0208'0.65 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0208'STATION SIGN AT CHAPEL HILL, 60 FEET SOUTH OF THE SOUTH RAIL, 81 FEET
 BM0208'EAST OF THE CENTER LINE OF FARM ROAD 1371, 4.7 FEET WEST OF A WITNESS
 BM0208'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE
 BM0208'THE GROUND.
 BM0208
 BM0208                          STATION RECOVERY (1994)
 BM0208
 BM0208'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0210 ***********************************************************************
 BM0210  DESIGNATION -  CHAPEL HILL AZ MK
 BM0210  PID         -  BM0210
 BM0210  STATE/COUNTY-  TX/WASHINGTON
 BM0210  USGS QUAD   -  BUCKHORN (1989)
 BM0210
 BM0210                         *CURRENT SURVEY CONTROL
 BM0210  ___________________________________________________________________
 BM0210* NAD 83(1986)-  30 07 21.     (N)    096 14 16.     (W)     SCALED    
 BM0210* NAVD 88     -        90.13   (+/-2cm)     295.7    (feet)  VERTCON   
 BM0210  ___________________________________________________________________
 BM0210  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BM0210
 BM0210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0210
 BM0210.The horizontal coordinates were scaled from a topographic map and have
 BM0210.an estimated accuracy of +/- 6 seconds.
 BM0210
 BM0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0210.The vertical order pertains to the NGVD 29 superseded value.
 BM0210
 BM0210.The geoid height was determined by GEOID03.
 BM0210
 BM0210;                    North         East    Units  Estimated Accuracy
 BM0210;SPC TX C     - 3,057,800.    1,094,590.      MT  (+/- 180 meters Scaled)
 BM0210
 BM0210                          SUPERSEDED SURVEY CONTROL
 BM0210
 BM0210  NGVD 29 (??/??/92)   90.107  (m)          295.63   (f) ADJ UNCH    2 0
 BM0210
 BM0210.Superseded values are not recommended for survey control.
 BM0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0210.See file dsdata.txt to determine how the superseded data were derived.
 BM0210
 BM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU661355(NAD 83)
 BM0210_MARKER: DZ = AZIMUTH MARK DISK
 BM0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0210_STAMPING: CHAPEL HILL 1954
 BM0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0210+STABILITY: SURFACE MOTION
 BM0210
 BM0210  HISTORY     - Date     Condition        Report By
 BM0210  HISTORY     - 1954     MONUMENTED       CGS
 BM0210  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0210
 BM0210                          STATION DESCRIPTION
 BM0210
 BM0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0210'1.1 MI SE FROM CHAPEL HILL.
 BM0210'0.65 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0210'STATION SIGN AT CHAPEL HILL, THENCE 0.45 MILE SOUTH ALONG FARM ROAD
 BM0210'1371, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 1.3 FEET
 BM0210'NORTHEAST OF A FENCE, 2.3 FEET NORTHWEST OF A WITNESS POST, 0.45 MILE
 BM0210'SOUTH OF TRIANGULATION STATION CHAPEL HILL 1954, SET IN THE TOP OF A
 BM0210'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0210
 BM0210                          STATION RECOVERY (1994)
 BM0210
 BM0210'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0989 ***********************************************************************
 BM0989  DESIGNATION -  CHAPEL HILL CATH CHURCH DOME
 BM0989  PID         -  BM0989
 BM0989  STATE/COUNTY-  TX/WASHINGTON
 BM0989  USGS QUAD   -  CHAPPELL HILL (1989)
 BM0989
 BM0989                         *CURRENT SURVEY CONTROL
 BM0989  ___________________________________________________________________
 BM0989* NAD 83(1993)-  30 07 59.84688(N)    096 15 13.36873(W)     ADJUSTED  
 BM0989* NAVD 88     -                                                        
 BM0989  ___________________________________________________________________
 BM0989  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BM0989  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BM0989
 BM0989  HORZ ORDER  -  THIRD
 BM0989
 BM0989.The horizontal coordinates were established by classical geodetic methods
 BM0989.and adjusted by the National Geodetic Survey in February 1996..
 BM0989
 BM0989
 BM0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0989
 BM0989.The geoid height was determined by GEOID03.
 BM0989
 BM0989;                    North         East     Units Scale Factor Converg.
 BM0989;SPC TX C     - 3,058,936.505 1,093,010.403   MT  0.99999560   +2 06 04.5
 BM0989;SPC TX C     -10,035,860.85  3,585,984.96   sFT  0.99999560   +2 06 04.5
 BM0989;SPC TXSC     - 4,258,010.703   864,589.262   MT  0.99996010   +1 20 43.6
 BM0989;SPC TXSC     -13,969,823.45  2,836,573.27   sFT  0.99996010   +1 20 43.6
 BM0989;UTM  14      - 3,336,739.819   764,568.899   MT  1.00046367   +1 22 46.1
 BM0989
 BM0989                          SUPERSEDED SURVEY CONTROL
 BM0989
 BM0989  NAD 83(1986)-  30 07 59.86225(N)    096 15 13.35225(W) AD(       ) 4
 BM0989  NAD 27      -  30 07 59.07700(N)    096 15 12.48600(W) AD(       ) 3
 BM0989
 BM0989.Superseded values are not recommended for survey control.
 BM0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0989.See file dsdata.txt to determine how the superseded data were derived.
 BM0989
 BM0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU6456936740(NAD 83)
 BM0989_MARKER: 87 = DOME
 BM0989
 BM0989  HISTORY     - Date     Condition        Report By
 BM0989  HISTORY     - 1954     FIRST OBSERVED   CGS
 BM0989  HISTORY     - 19940820 GOOD             USPSQD
 BM0989  HISTORY     - 19941105 GOOD             USPSQD
 BM0989  HISTORY     - 19991009 GOOD             USPSQD
 BM0989  HISTORY     - 20040327 GOOD             USPSQD
 BM0989
 BM0989                          STATION DESCRIPTION
 BM0989
 BM0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0989'THE STATION IS THE CROSS ON TOP OF THE CREAM COLORED CEMENT
 BM0989'DOME ON THE CATHOLIC CHURCH.  IT IS LOCATED NEAR THE SOUTHEAST
 BM0989'EDGE OF THE VILLAGE AND ON THE NORTH SIDE OF U.S. HIGHWAY 290.
 BM0989'THE DOME IS ABOUT 50 FEET HIGH AND WAS ERECTED IN 1924.
 BM0989
 BM0989                          STATION RECOVERY (1994)
 BM0989
 BM0989'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0989'RECOVERED IN GOOD CONDITION.
 BM0989
 BM0989                          STATION RECOVERY (1994)
 BM0989
 BM0989'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0989'RECOVERED IN GOOD CONDITION.
 BM0989
 BM0989                          STATION RECOVERY (1999)
 BM0989
 BM0989'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0989'RECOVERED IN GOOD CONDITION.
 BM0989
 BM0989                          STATION RECOVERY (2004)
 BM0989
 BM0989'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0990 ***********************************************************************
 BM0990  DESIGNATION -  CHAPEL HILL FIRST BAP CH SPIRE
 BM0990  PID         -  BM0990
 BM0990  STATE/COUNTY-  TX/WASHINGTON
 BM0990  USGS QUAD   -  CHAPPELL HILL (1989)
 BM0990
 BM0990                         *CURRENT SURVEY CONTROL
 BM0990  ___________________________________________________________________
 BM0990* NAD 83(1993)-  30 08 26.11079(N)    096 15 25.01546(W)     ADJUSTED  
 BM0990* NAVD 88     -                                                        
 BM0990  ___________________________________________________________________
 BM0990  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BM0990  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BM0990
 BM0990  HORZ ORDER  -  THIRD
 BM0990
 BM0990.The horizontal coordinates were established by classical geodetic methods
 BM0990.and adjusted by the National Geodetic Survey in February 1996..
 BM0990
 BM0990
 BM0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0990
 BM0990.The geoid height was determined by GEOID03.
 BM0990
 BM0990;                    North         East     Units Scale Factor Converg.
 BM0990;SPC TX C     - 3,059,733.277 1,092,669.250   MT  0.99999370   +2 05 58.5
 BM0990;SPC TX C     -10,038,474.93  3,584,865.70   sFT  0.99999370   +2 05 58.5
 BM0990;SPC TXSC     - 4,258,811.878   864,258.660   MT  0.99996188   +1 20 37.9
 BM0990;SPC TXSC     -13,972,451.97  2,835,488.62   sFT  0.99996188   +1 20 37.9
 BM0990;UTM  14      - 3,337,541.198   764,237.652   MT  1.00046150   +1 22 41.3
 BM0990
 BM0990                          SUPERSEDED SURVEY CONTROL
 BM0990
 BM0990  NAD 83(1986)-  30 08 26.12617(N)    096 15 24.99884(W) AD(       ) 4
 BM0990  NAD 27      -  30 08 25.34100(N)    096 15 24.13300(W) AD(       ) 3
 BM0990
 BM0990.Superseded values are not recommended for survey control.
 BM0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0990.See file dsdata.txt to determine how the superseded data were derived.
 BM0990
 BM0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU6423837541(NAD 83)
 BM0990_MARKER: 90 = CHURCH SPIRE
 BM0990
 BM0990  HISTORY     - Date     Condition        Report By
 BM0990  HISTORY     - 1954     FIRST OBSERVED   CGS
 BM0990  HISTORY     - 19940820 GOOD             USPSQD
 BM0990  HISTORY     - 19941105 GOOD             USPSQD
 BM0990  HISTORY     - 19991009 GOOD             USPSQD
 BM0990
 BM0990                          STATION DESCRIPTION
 BM0990
 BM0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0990'THE STATION IS THE ARROW SHAPED WEATHER VANE ON THE TOP OF THE
 BM0990'CHURCH SPIRE.  IT IS LOCATED NEAR THE CENTER OF THE VILLAGE
 BM0990'AND ON THE EAST SIDE OF U.S. HIGHWAY 290.  THE SPIRE IS 75
 BM0990'FEET HIGH, PAINTED WHITE AND IS MADE OF WOOD.
 BM0990
 BM0990                          STATION RECOVERY (1994)
 BM0990
 BM0990'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0990'RECOVERED IN GOOD CONDITION.
 BM0990
 BM0990                          STATION RECOVERY (1994)
 BM0990
 BM0990'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0990'RECOVERED IN GOOD CONDITION.
 BM0990
 BM0990                          STATION RECOVERY (1999)
 BM0990
 BM0990'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0207 ***********************************************************************
 BM0207  DESIGNATION -  CHAPEL HILL RM 1
 BM0207  PID         -  BM0207
 BM0207  STATE/COUNTY-  TX/WASHINGTON
 BM0207  USGS QUAD   -  DANIELS (1989)
 BM0207
 BM0207                         *CURRENT SURVEY CONTROL
 BM0207  ___________________________________________________________________
 BM0207* NAD 83(1986)-  30 07 45.     (N)    096 14 20.     (W)     SCALED    
 BM0207* NAVD 88     -        94.59   (+/-2cm)     310.3    (feet)  VERTCON   
 BM0207  ___________________________________________________________________
 BM0207  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BM0207
 BM0207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0207
 BM0207.The horizontal coordinates were scaled from a topographic map and have
 BM0207.an estimated accuracy of +/- 6 seconds.
 BM0207
 BM0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0207.The vertical order pertains to the NGVD 29 superseded value.
 BM0207
 BM0207.The geoid height was determined by GEOID03.
 BM0207
 BM0207;                    North         East    Units  Estimated Accuracy
 BM0207;SPC TX C     - 3,058,530.    1,094,460.      MT  (+/- 180 meters Scaled)
 BM0207
 BM0207                          SUPERSEDED SURVEY CONTROL
 BM0207
 BM0207  NGVD 29 (??/??/92)   94.570  (m)          310.27   (f) ADJ UNCH    2 0
 BM0207
 BM0207.Superseded values are not recommended for survey control.
 BM0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0207.See file dsdata.txt to determine how the superseded data were derived.
 BM0207
 BM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU660363(NAD 83)
 BM0207_MARKER: DR = REFERENCE MARK DISK
 BM0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0207_STAMPING: CHAPEL HILL NO 1 1954
 BM0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0207+STABILITY: SURFACE MOTION
 BM0207
 BM0207  HISTORY     - Date     Condition        Report By
 BM0207  HISTORY     - 1954     MONUMENTED       CGS
 BM0207  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0207
 BM0207                          STATION DESCRIPTION
 BM0207
 BM0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0207'0.65 MI E FROM CHAPEL HILL.
 BM0207'0.65 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0207'STATION SIGN AT CHAPEL HILL, 21.6 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT
 BM0207'SOUTH OF AN EAST AND WEST FENCE, 7 FEET WEST OF A FENCE LEADING SOUTH,
 BM0207'82.0 FEET NORTHEAST OF TRIANGULATION STATION CHAPEL HILL 1954, SET IN
 BM0207'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0207
 BM0207                          STATION RECOVERY (1994)
 BM0207
 BM0207'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0209 ***********************************************************************
 BM0209  DESIGNATION -  CHAPEL HILL RM 2
 BM0209  PID         -  BM0209
 BM0209  STATE/COUNTY-  TX/WASHINGTON
 BM0209  USGS QUAD   -  DANIELS (1989)
 BM0209
 BM0209                         *CURRENT SURVEY CONTROL
 BM0209  ___________________________________________________________________
 BM0209* NAD 83(1986)-  30 07 45.     (N)    096 14 16.     (W)     SCALED    
 BM0209* NAVD 88     -        94.32   (+/-2cm)     309.4    (feet)  VERTCON   
 BM0209  ___________________________________________________________________
 BM0209  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BM0209
 BM0209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0209
 BM0209.The horizontal coordinates were scaled from a topographic map and have
 BM0209.an estimated accuracy of +/- 6 seconds.
 BM0209
 BM0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0209.The vertical order pertains to the NGVD 29 superseded value.
 BM0209
 BM0209.The geoid height was determined by GEOID03.
 BM0209
 BM0209;                    North         East    Units  Estimated Accuracy
 BM0209;SPC TX C     - 3,058,540.    1,094,560.      MT  (+/- 180 meters Scaled)
 BM0209
 BM0209                          SUPERSEDED SURVEY CONTROL
 BM0209
 BM0209  NGVD 29 (??/??/92)   94.295  (m)          309.37   (f) ADJ UNCH    2 0
 BM0209
 BM0209.Superseded values are not recommended for survey control.
 BM0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0209.See file dsdata.txt to determine how the superseded data were derived.
 BM0209
 BM0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU661363(NAD 83)
 BM0209_MARKER: DR = REFERENCE MARK DISK
 BM0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0209_STAMPING: CHAPEL HILL NO 2 1954
 BM0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0209+STABILITY: SURFACE MOTION
 BM0209
 BM0209  HISTORY     - Date     Condition        Report By
 BM0209  HISTORY     - 1954     MONUMENTED       CGS
 BM0209  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0209
 BM0209                          STATION DESCRIPTION
 BM0209
 BM0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0209'0.65 MI E FROM CHAPEL HILL.
 BM0209'0.65 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0209'STATION SIGN AT CHAPEL HILL, 10.3 FEET SOUTH OF THE SOUTH RAIL, 35
 BM0209'FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF FARM ROAD 1371, 2.5
 BM0209'FEET NORTHEAST OF A CROSSING SIGN, 76.0 FEET NORTHWEST OF
 BM0209'TRIANGULATION STATION CHAPEL HILL 1954, SET IN THE TOP OF A CONCRETE
 BM0209'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0209
 BM0209                          STATION RECOVERY (1994)
 BM0209
 BM0209'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0373 ***********************************************************************
 AH0373  DESIGNATION -  CHAPMAN
 AH0373  PID         -  AH0373
 AH0373  STATE/COUNTY-  TX/NUECES
 AH0373  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0373
 AH0373                         *CURRENT SURVEY CONTROL
 AH0373  ___________________________________________________________________
 AH0373* NAD 83(1993)-  27 35 10.70811(N)    097 27 15.21552(W)     ADJUSTED  
 AH0373* NAVD 88     -         7.465  (meters)      24.49   (feet)  ADJUSTED  
 AH0373  ___________________________________________________________________
 AH0373  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AH0373  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH0373  DYNAMIC HT  -           7.454 (meters)      24.46  (feet)  COMP
 AH0373  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 AH0373
 AH0373  HORZ ORDER  -  SECOND
 AH0373  VERT ORDER  -  SECOND    CLASS 0
 AH0373
 AH0373.The horizontal coordinates were established by classical geodetic methods
 AH0373.and adjusted by the National Geodetic Survey in February 1996..
 AH0373
 AH0373.The orthometric height was determined by differential leveling
 AH0373.and adjusted by the National Geodetic Survey in June 1991..
 AH0373
 AH0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0373
 AH0373.The geoid height was determined by GEOID03.
 AH0373
 AH0373.The dynamic height is computed by dividing the NAVD 88
 AH0373.geopotential number by the normal gravity value computed on the
 AH0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0373.degrees latitude (g = 980.6199 gals.).
 AH0373
 AH0373.The modeled gravity was interpolated from observed gravity values.
 AH0373
 AH0373;                    North         East     Units Scale Factor Converg.
 AH0373;SPC TX S     - 5,213,111.681   403,247.714   MT  0.99994678   +0 28 29.2
 AH0373;SPC TX S     -17,103,350.57  1,322,988.54   sFT  0.99994678   +0 28 29.2
 AH0373;UTM  14      - 3,052,330.166   652,571.464   MT  0.99988734   +0 42 57.5
 AH0373
 AH0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0373!SPC TX S     -   1.00000290  x   0.99994678  =   0.99994968
 AH0373!UTM  14      -   1.00000290  x   0.99988734  =   0.99989024
 AH0373
 AH0373:                Primary Azimuth Mark                     Grid Az
 AH0373:SPC TX S     -  CHAPMAN AZ MK                            004 04 49.3
 AH0373:UTM  14      -  CHAPMAN AZ MK                            003 50 21.0
 AH0373
 AH0373|---------------------------------------------------------------------|
 AH0373| PID    Reference Object                     Distance      Geod. Az  |
 AH0373|                                                           dddmmss.s |
 AH0373| AH0371 CHAPMAN AZ MK                                      0043318.5 |
 AH0373| AH1251 CORPUS CHRISTI RODD FIELD STK       APPROX.10.6 KM 0485841.6 |
 AH0373| AH0374 CHAPMAN RM 1                         28.605 METERS 07522     |
 AH0373| AH0375 CHAPMAN RM 2                         18.466 METERS 30657     |
 AH0373| AH1569 PETRONILLA                          APPROX.17.2 KM 3103554.3 |
 AH0373|---------------------------------------------------------------------|
 AH0373
 AH0373                          SUPERSEDED SURVEY CONTROL
 AH0373
 AH0373  NAD 83(1986)-  27 35 10.71848(N)    097 27 15.19278(W) AD(       ) 2
 AH0373  NAD 27      -  27 35 09.59200(N)    097 27 14.21900(W) AD(       ) 2
 AH0373  NGVD 29 (??/??/92)    7.62   (m)           25.0    (f) COMPUTED    2 0
 AH0373
 AH0373.Superseded values are not recommended for survey control.
 AH0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0373.See file dsdata.txt to determine how the superseded data were derived.
 AH0373
 AH0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5257152330(NAD 83)
 AH0373_MARKER: DS = TRIANGULATION STATION DISK
 AH0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0373_STAMPING: CHAPMAN 1949
 AH0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0373+STABILITY: SURFACE MOTION
 AH0373
 AH0373  HISTORY     - Date     Condition        Report By
 AH0373  HISTORY     - 1949     MONUMENTED       CGS
 AH0373  HISTORY     - 1951     GOOD             CGS
 AH0373  HISTORY     - 1951     GOOD             NGS
 AH0373  HISTORY     - 1979     SEE DESCRIPTION  NGS
 AH0373  HISTORY     - 1980     SEE DESCRIPTION  TXHD
 AH0373  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0373  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0373  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0373
 AH0373                          STATION DESCRIPTION
 AH0373
 AH0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0373'THE STATION IS LOCATED ABOUT 0.15 MILE SOUTH OF THE POST
 AH0373'OFFICE OF THE CHAPMAN RANCH HEADQUARTERS, IN THE SOUTHWEST
 AH0373'ANGLE OF NORTH-SOUTH AND EAST-WEST CROSSROAD.  IT IS 109 FEET
 AH0373'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 87 FEET SOUTH OF THE
 AH0373'CENTER OF THE EAST-WEST ROAD AND 22 FEET SOUTHWEST OF THE
 AH0373'SOUTHWEST CORNER OF TENANT HOUSE.  IT IS STAMPED CHAPMAN 1949
 AH0373'AND SET FLUSH WITH THE GROUND SURFACE.
 AH0373'
 AH0373'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, SET IN
 AH0373'THE CONCRETE CULVERT OF THE BRIDGE, 16 FEET WEST OF THE CENTER
 AH0373'OF THE NORTH-SOUTH ROAD AND 8.5 FEET NORTH OF THE SOUTH END OF
 AH0373'CULVERT.  IT IS STAMPED CHAPMAN NO 1 1949 AND SET FLUSH WITH
 AH0373'THE CONCRETE SURFACE.
 AH0373'
 AH0373'REFERENCE MARK NO 2 IS NORTHWESET OF THE STATION, 50 FEET
 AH0373'SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 18.5 FEET WEST
 AH0373'OF POWER LINE POLE.  IT IS STAMPED CHAPMAN NO 2 1949 AND SET
 AH0373'FLUSH WITH THE GROUND SURFACE.
 AH0373'
 AH0373'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTH OF THE STATION,
 AH0373'51 FEET EAST OF THE CENTER OF STATE ROUTE 286, 22 FEET WEST
 AH0373'OF THE NORTHWEST CORNER OF BARN AND 2 FEET SOUTH OF POWER LINE
 AH0373'POLE.  IT IS STAMPED CHAPMAN 1949 AND PROJECTS 4 INCHES.  TO
 AH0373'REACH FROM THE POST OFFICE AT THE CHAPMAN RANCH HEADQUARTERS, GO
 AH0373'NORTH ON STATE ROUTE 286 FOR 0.2 MILE TO THE MARK ON THE EAST
 AH0373'SIDE AS DESCRIBED.
 AH0373'
 AH0373'TO REACH THE STATIN FROM THE POST OFFICE AT THE CHAPMAN RANCH
 AH0373'HEADQUARTERS, GO SOUTH ON STATE ROUTE 286 FOR 0.15 MILE TO
 AH0373'CROSSROAD AND TENANT HOUSE IN SOUTHWEST ANGLE AND STATION
 AH0373'SOUTHWEST OF THE SOUTHWEST CORNER AS DESCRIBED.
 AH0373'
 AH0373'AN 87 FOOT SIGNAL AT STATION PETRONILLA IS VISIBLE AT 13 FEET.
 AH0373'
 AH0373'A 4 FOOT SIGNAL AT STATION STOCKTON IS VISIBLE AT 37 FEET.
 AH0373'
 AH0373'AN 87 FOOT SIGNAL AT STATION LEPAC IS VISIBLE AT 37 FEET.
 AH0373'
 AH0373'A 47 FOOT SIGNAL AT STATION RODD IS VISIBLE AT 37 FEET.
 AH0373'
 AH0373'A 74 FOOT SIGNAL AT STATION HARDPAN 1912 IS VISIBLE AT 20 FEET.
 AH0373'
 AH0373'A 74 FOOT SIGNAL AT STATION LOBO 1939 IS VISIBLE AT 20 FEET.
 AH0373'
 AH0373'A 74 FOOT SIGNAL AT STATION LARGA IS VISIBLE AT 20 FEET.
 AH0373'
 AH0373'A 47 FOOT SIGNAL AT STATION LAURELES IS VISIBLE AT 4 FEET.
 AH0373'
 AH0373'A 74 FOOT SIGNAL AT STATION CHILTIPIN IS VISIBLE AT 20 FEET.
 AH0373'
 AH0373'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AH0373
 AH0373                          STATION RECOVERY (1951)
 AH0373
 AH0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AH0373'0.2 MILE SOUTH ALONG STATE HIGHWAY 286 FROM THE HEADQUARTERS
 AH0373'AT CHAPMAN RANCH, AT THE END OF THE HIGHWAY, AT A JUNCTION
 AH0373'WITH AN EAST AND WEST ASPHALT ROAD, 106 FEET WEST OF THE
 AH0373'EXTENDED CENTER LINE OF THE HIGHWAY, 86 FEET SOUTH OF THE
 AH0373'EAST AND WEST ROAD, 21.9 FEET SOUTHWEST OF THE SOUTHWEST
 AH0373'CORNER OF A SMALL HOUSE, SET IN THE TOP OF A CONCRETE POST
 AH0373'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, A TRIANGULATION
 AH0373'STATION DISK STAMPED CHAPMAN 1949.
 AH0373'
 AH0373'CHAPMAN R.M. 1 IS AT THE END OF THE HIGHWAY, AT A JUNCTION
 AH0373'WITH AN EAST AND WEST ASPHALT ROAD, 64 FEET SOUTH OF THE CENTER
 AH0373'LINE OF THE EAST AND WEST ROAD, 16 FEET WEST OF THE EXTENDED
 AH0373'CENTER LINE OF THE HIGHWAY, 93.9 FEET NORTHEAST OF TRIANGULATION
 AH0373'STATION CHAPMAN 1949, A REFERENCE MARK DISK SET IN THE TOP OF
 AH0373'THE SOUTH END OF THE WEST HEADWALL OF A 48 FOOT CONCRETE
 AH0373'CULVERT, 8.7 FEET NORTH OF THE SOUTH END OF THE HEADWALL,
 AH0373'STAMPED CHAPMAN NO 1 1949.
 AH0373'
 AH0373'CHAPMAN R.M. 2 IS AT A JUNCTION WITH AN EAST AND WEST ASPHALT
 AH0373'ROAD, 154 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 AH0373'HIGHWAY, 50 FEET SOUTH OF THE CENTER LINE OF THE EAST AND
 AH0373'WEST ROAD, 66.8 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A
 AH0373'SMALL HOUSE, 1.5 FEET NORTH OF A ROW OF TELEPHONE POLES, 60.5
 AH0373'FEET NORTHWEST OF TRIANGULATION STATION CHAPMAN 1949, A
 AH0373'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AH0373'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED CHAPMAN NO 2 1949.
 AH0373'
 AH0373'CHAPMAN 1949 AZIMUTH IS 0.2 MILE NORTH ALONG STATE HIGHWAY
 AH0373'286 FROM THE HEADQUARTERS AT CHAPMAN RANCH, 0.4 MILE NORTH
 AH0373'OF TRIANGULATION STATION CHAPMAN 1949, 50 FEET EAST OF
 AH0373'THE CENTER LINE OF THE HIGHWAY, 159 FEET SOUTH OF THE CENTER
 AH0373'LINE OF A DRIVEWAY LEADING TO A HOUSE, 34.2 FEET SOUTHWEST OF
 AH0373'THE NORTHWEST CORNER OF A BARN, 2 FEET SOUTH OF A TELEPHONE
 AH0373'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, AN AZIMUTH MARK
 AH0373'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AH0373'FOOT ABOVE THE GROUND, STAMPED CHAPMAN 1949.
 AH0373'
 AH0373'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 AH0373
 AH0373                          STATION RECOVERY (1951)
 AH0373
 AH0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0373'0.2 M S FROM CHAPMAN RANCH.
 AH0373'0.2 MILE SOUTH ALONG STATE HIGHWAY 286 FROM THE HEADQUARTERS AT
 AH0373'CHAPMAN RANCH, AT THE END OF THE HIGHWAY, AT A JUNCTION WITH AN EAST
 AH0373'AND WEST ASPHALT ROAD, 106 FEET WEST OF THE EXTENDED CENTER LINE OF
 AH0373'THE HIGHWAY, 86 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST
 AH0373'ROAD, 21.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE,
 AH0373'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AH0373'GROUND.
 AH0373
 AH0373                          STATION RECOVERY (1979)
 AH0373
 AH0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH0373'REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD CONDITION,
 AH0373'THE SURFACE MARK OF THE STATION HAS BEEN KNOCKED OUT, THE
 AH0373'UNDER-GROUND MARK SHOULD BE IN PLACE, THE AZIMUTH MARK HAS ALSO BEEN
 AH0373'KNOCKED OUT, AT THE TIME THE STATION WAS VISITED CROPS HAD BEEN
 AH0373'PLANTED.
 AH0373'
 AH0373'STATION IS REACHED BY GOING SOUTH FROM THE CHAPMAN HEADQUARTERS FOR
 AH0373'0.2 MILE TO A CROSS-ROAD AND REFERENCE MARKS.
 AH0373'
 AH0373'REFERENCE MARK 1 IS IN THE SW ANGLE OF CROSS-ROAD, SET NEAR THE NORTH
 AH0373'END OF A CONCRETE CULVERT, HEADWALL, 64 FEET SOUTH OF THE EAST-WEST
 AH0373'ROAD, 8.7 FEET NORTH OF THE SOUTH EDGE OF CULVERT, STAMPED CHAPMAN
 AH0373'NO 1 1949.
 AH0373'
 AH0373'REFERENCE MARK 2 IS 50 FOOT SOUTH OF THE CENTER OF ROAD 66.8 FEET
 AH0373'NORTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE, CONCRETE MARK,
 AH0373'PROJECTING ABOUT 1 INCH, STAMPED CHAPMAN NO 2 1949.
 AH0373'
 AH0373'THE STATION IS ON CHAPMAN RANCH PROPERTY.
 AH0373'
 AH0373'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES SOUTH
 AH0373'OF CORPUS CHRISTI.
 AH0373
 AH0373                          STATION RECOVERY (1980)
 AH0373
 AH0373'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1980 (FM)
 AH0373'THE SUB SURFACE MARK WAS RECOVERED.
 AH0373'
 AH0373'REFERENCE MARKS IN PLACE BUT HIT.
 AH0373'
 AH0373'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.2 MILE S OF CHAPMAN RANCH.
 AH0373
 AH0373                          STATION RECOVERY (1984)
 AH0373
 AH0373'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0373'MARK NOT FOUND.
 AH0373
 AH0373                          STATION RECOVERY (1991)
 AH0373
 AH0373'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0373'MARK NOT FOUND.
 AH0373
 AH0373                          STATION RECOVERY (2001)
 AH0373
 AH0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0373'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0371 ***********************************************************************
 AH0371  DESIGNATION -  CHAPMAN AZ MK
 AH0371  PID         -  AH0371
 AH0371  STATE/COUNTY-  TX/NUECES
 AH0371  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0371
 AH0371                         *CURRENT SURVEY CONTROL
 AH0371  ___________________________________________________________________
 AH0371* NAD 83(1986)-  27 35 30.     (N)    097 27 12.     (W)     SCALED    
 AH0371* NAVD 88     -         7.356  (meters)      24.13   (feet)  ADJUSTED  
 AH0371  ___________________________________________________________________
 AH0371  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AH0371  DYNAMIC HT  -           7.345 (meters)      24.10  (feet)  COMP
 AH0371  MODELED GRAV-     979,119.1   (mgal)                       NAVD 88
 AH0371
 AH0371  VERT ORDER  -  SECOND    CLASS 0
 AH0371
 AH0371.The horizontal coordinates were scaled from a topographic map and have
 AH0371.an estimated accuracy of +/- 6 seconds.
 AH0371
 AH0371.The orthometric height was determined by differential leveling
 AH0371.and adjusted by the National Geodetic Survey in June 1991..
 AH0371
 AH0371.The geoid height was determined by GEOID03.
 AH0371
 AH0371.The dynamic height is computed by dividing the NAVD 88
 AH0371.geopotential number by the normal gravity value computed on the
 AH0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0371.degrees latitude (g = 980.6199 gals.).
 AH0371
 AH0371.The modeled gravity was interpolated from observed gravity values.
 AH0371
 AH0371;                    North         East    Units  Estimated Accuracy
 AH0371;SPC TX S     - 5,213,710.      403,330.      MT  (+/- 180 meters Scaled)
 AH0371
 AH0371                          SUPERSEDED SURVEY CONTROL
 AH0371
 AH0371  NGVD 29 (??/??/92)    7.51   (m)           24.6    (f) COMPUTED    2 0
 AH0371
 AH0371.Superseded values are not recommended for survey control.
 AH0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0371.See file dsdata.txt to determine how the superseded data were derived.
 AH0371
 AH0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR526529(NAD 83)
 AH0371_MARKER: DZ = AZIMUTH MARK DISK
 AH0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0371_STAMPING: CHAPMAN 1949
 AH0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0371+STABILITY: SURFACE MOTION
 AH0371
 AH0371  HISTORY     - Date     Condition        Report By
 AH0371  HISTORY     - 1949     MONUMENTED       CGS
 AH0371  HISTORY     - 1951     GOOD             NGS
 AH0371  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0371  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0371
 AH0371                          STATION DESCRIPTION
 AH0371
 AH0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0371'0.2 MI N FROM CHAPMAN RANCH.
 AH0371'0.2 MILE NORTH ALONG STATE HIGHWAY 286 FROM THE HEADQUARTERS AT
 AH0371'CHAPMAN RANCH, 0.4 MILE NORTH OF TRIANGULATION STATION CHAPMAN 1949,
 AH0371'50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 159 FEET SOUTH OF THE
 AH0371'CENTER LINE OF A DRIVEWAY LEADING TO A HOUSE, 34.2 FEET SOUTHWEST OF
 AH0371'THE NORTHWEST CORNER OF A BARN, 2 FEET SOUTH OF A TELEPHONE POLE, IN
 AH0371'LINE WITH A ROW OF TELEPHONE POLES, SET IN THE TOP OF A CONCRETE POST
 AH0371'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AH0371
 AH0371                          STATION RECOVERY (1991)
 AH0371
 AH0371'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0371'MARK NOT FOUND.
 AH0371
 AH0371                          STATION RECOVERY (2001)
 AH0371
 AH0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0371'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0545 ***********************************************************************
 CC0545  DESIGNATION -  CHAPMAN ET
 CC0545  PID         -  CC0545
 CC0545  STATE/COUNTY-  TX/REEVES
 CC0545  USGS QUAD   -  ORLA SE (1961)
 CC0545
 CC0545                         *CURRENT SURVEY CONTROL
 CC0545  ___________________________________________________________________
 CC0545* NAD 83(1993)-  31 46 20.30535(N)    103 51 48.91298(W)     ADJUSTED  
 CC0545* NAVD 88     -       875.537  (meters)    2872.49   (feet)  ADJUSTED  
 CC0545  ___________________________________________________________________
 CC0545  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CC0545  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CC0545  DYNAMIC HT  -         874.236 (meters)    2868.22  (feet)  COMP
 CC0545  MODELED GRAV-     979,125.7   (mgal)                       NAVD 88
 CC0545
 CC0545  HORZ ORDER  -  SECOND
 CC0545  VERT ORDER  -  FIRST     CLASS II
 CC0545
 CC0545.The horizontal coordinates were established by classical geodetic methods
 CC0545.and adjusted by the National Geodetic Survey in February 1996..
 CC0545
 CC0545.The orthometric height was determined by differential leveling
 CC0545.and adjusted by the National Geodetic Survey in June 1991..
 CC0545
 CC0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0545
 CC0545.The geoid height was determined by GEOID03.
 CC0545
 CC0545.The dynamic height is computed by dividing the NAVD 88
 CC0545.geopotential number by the normal gravity value computed on the
 CC0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0545.degrees latitude (g = 980.6199 gals.).
 CC0545
 CC0545.The modeled gravity was interpolated from observed gravity values.
 CC0545
 CC0545;                    North         East     Units Scale Factor Converg.
 CC0545;SPC TX C     - 3,238,735.080   365,658.983   MT  0.99997206   -1 49 05.8
 CC0545;SPC TX C     -10,625,750.01  1,199,666.18   sFT  0.99997206   -1 49 05.8
 CC0545;UTM  13      - 3,515,760.050   607,607.871   MT  0.99974281   +0 35 54.3
 CC0545
 CC0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0545!SPC TX C     -   0.99986657  x   0.99997206  =   0.99983863
 CC0545!UTM  13      -   0.99986657  x   0.99974281  =   0.99960941
 CC0545
 CC0545|---------------------------------------------------------------------|
 CC0545| PID    Reference Object                     Distance      Geod. Az  |
 CC0545|                                                           dddmmss.s |
 CC0545| CH8580 CHAPMAN RM 1                         15.903 METERS 18104     |
 CC0545| CH8581 CHAPMAN RM 2                         15.726 METERS 26118     |
 CC0545| CC0833 ORLA                                APPROX. 9.6 KM 2981925.5 |
 CC0545|---------------------------------------------------------------------|
 CC0545
 CC0545                          SUPERSEDED SURVEY CONTROL
 CC0545
 CC0545  NAD 83(1993)-  31 46 20.30551(N)    103 51 48.91123(W) AD(       ) 2
 CC0545  NAD 83(1986)-  31 46 20.30551(N)    103 51 48.91096(W) AD(       ) 2
 CC0545  NAD 27      -  31 46 19.84924(N)    103 51 47.21924(W) AD(       ) 2
 CC0545  NGVD 29 (07/19/86)  875.1    (m)         2871.     (f) VERT ANG       
 CC0545
 CC0545.Superseded values are not recommended for survey control.
 CC0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0545.See file dsdata.txt to determine how the superseded data were derived.
 CC0545
 CC0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR0760815760(NAD 83)
 CC0545_MARKER: DS = TRIANGULATION STATION DISK
 CC0545_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0545_SP_SET: COPPER-CLAD STEEL ROD
 CC0545_STAMPING: CHAPMAN ET 1969
 CC0545_MARK LOGO: USGS  
 CC0545_PROJECTION: FLUSH
 CC0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0545+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 CC0545_ROD/PIPE-DEPTH: 2.1  meters
 CC0545
 CC0545  HISTORY     - Date     Condition        Report By
 CC0545  HISTORY     - 1969     MONUMENTED       USGS
 CC0545  HISTORY     - 1981     GOOD             NGS
 CC0545  HISTORY     - 1981     GOOD             NGS
 CC0545  HISTORY     - 20050702 GOOD             USPSQD
 CC0545
 CC0545                          STATION DESCRIPTION
 CC0545
 CC0545'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (CHS)
 CC0545'THE STATION IS LOCATED 4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 285
 CC0545'FROM ORLA, 97 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 6 FEET
 CC0545'SOUTHWEST OF RIGHT-OF-WAY FENCE AND 5 FEET SOUTHEAST OF A USGS
 CC0545'WITNESS SIGN MOUNTED ON A METAL POST.
 CC0545'
 CC0545'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 285 AND FARM ROAD 652
 CC0545'IN ORLA, GO SOUTHEAST ALONG U.S. HIGHWAY 285 TO TOP OF LOW
 CC0545'RIDGE AND STATION.
 CC0545'
 CC0545'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CC0545'STEEL ROD DRIVEN TO 8.4 FEET.  CENTERED IN AN ORANGEBURG TILE
 CC0545'FILLED WITH GRAVEL, 6 INCHES IN DIAMETER AND 12 INCHES LONG.
 CC0545'TABLET IS SET FLUSH ITH GROUND AND STAMPED CHAPMAN ET 1969.
 CC0545'
 CC0545'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CC0545'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (7.0 FEET).
 CC0545'CENTERED IN AN ORANGEBURG TILE, FILLED WITH GRAVEL, 6 INCHES IN
 CC0545'DIAMETER AND 12 INCHES LONG.  TABLET IS SET FLUSH WITH GROUND
 CC0545'AND STAMPED CHAPMAN ET 1969 NO. 1.
 CC0545'
 CC0545'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CC0545'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (7.0 FEET).
 CC0545'CENTERED IN AN ORANGEBURG TILE, FILLED WITH GRAVEL, 6 INCHES
 CC0545'IN DIAMETER AND 12 INCHES LONG.  TABLET IS SET FLUSH WITH GROUND
 CC0545'AND STAMPED CHAPMAN ET 1969 NO. 2.
 CC0545'
 CC0545'STTION LINDLEY ET 1960-1969 IS VISIBLE FROM THE GROUND AT THIS
 CC0545'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CC0545
 CC0545                          STATION RECOVERY (1981)
 CC0545
 CC0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CC0545'REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD CONDITION.
 CC0545
 CC0545                          STATION RECOVERY (1981)
 CC0545
 CC0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0545'7.2 KM (4.45 MI) SE FROM ORLA.
 CC0545'7.2 KM (4.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0545'WITH FARM ROAD 652 IN ORLA, 1.1 KM (0.7 MI) NORTHWEST OF A GRAVELED
 CC0545'ROAD CROSSING, 29.6 METERS (97.0 FT) SOUTHWEST OF THE CENTERLINE OF
 CC0545'THE HIGHWAY, 15.9 METERS (52.2 FT) NORTH OF CHAPMAN ET RM 1, 15.7
 CC0545'METERS (51.6 FT) EAST OF CHAPMAN ET RM 2, AND 1.8 METERS (6.0 FT)
 CC0545'SOUTHWEST OF A FENCE.
 CC0545'THE MARK IS 1.5 METERS  SE FROM A WITNESS POST.
 CC0545'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CC0545
 CC0545                          STATION RECOVERY (2005)
 CC0545
 CC0545'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CC0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0546 ***********************************************************************
 CC0546  DESIGNATION -  CHAPMAN ET RM 1 USGS
 CC0546  PID         -  CC0546
 CC0546  STATE/COUNTY-  TX/REEVES
 CC0546  USGS QUAD   -  ORLA SE (1961)
 CC0546
 CC0546                         *CURRENT SURVEY CONTROL
 CC0546  ___________________________________________________________________
 CC0546* NAD 83(1986)-  31 46 19.     (N)    103 51 49.     (W)     SCALED    
 CC0546* NAVD 88     -       875.700  (meters)    2873.03   (feet)  ADJUSTED  
 CC0546  ___________________________________________________________________
 CC0546  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CC0546  DYNAMIC HT  -         874.399 (meters)    2868.76  (feet)  COMP
 CC0546  MODELED GRAV-     979,125.7   (mgal)                       NAVD 88
 CC0546
 CC0546  VERT ORDER  -  FIRST     CLASS II
 CC0546
 CC0546.The horizontal coordinates were scaled from a topographic map and have
 CC0546.an estimated accuracy of +/- 6 seconds.
 CC0546
 CC0546.The orthometric height was determined by differential leveling
 CC0546.and adjusted by the National Geodetic Survey in June 1991..
 CC0546
 CC0546.The geoid height was determined by GEOID03.
 CC0546
 CC0546.The dynamic height is computed by dividing the NAVD 88
 CC0546.geopotential number by the normal gravity value computed on the
 CC0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0546.degrees latitude (g = 980.6199 gals.).
 CC0546
 CC0546.The modeled gravity was interpolated from observed gravity values.
 CC0546
 CC0546;                    North         East    Units  Estimated Accuracy
 CC0546;SPC TX C     - 3,238,700.      365,660.      MT  (+/- 180 meters Scaled)
 CC0546
 CC0546                          SUPERSEDED SURVEY CONTROL
 CC0546
 CC0546.No superseded survey control is available for this station.
 CC0546
 CC0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR076157(NAD 83)
 CC0546_MARKER: DR = REFERENCE MARK DISK
 CC0546_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0546_SP_SET: COPPER-CLAD STEEL ROD
 CC0546_STAMPING: CHAPMAN ET 1969 NO 1
 CC0546_MARK LOGO: USGS  
 CC0546_PROJECTION: FLUSH
 CC0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0546_ROD/PIPE-DEPTH: 2.1  meters
 CC0546
 CC0546  HISTORY     - Date     Condition        Report By
 CC0546  HISTORY     - 1969     MONUMENTED       USGS
 CC0546  HISTORY     - 1981     GOOD             NGS
 CC0546
 CC0546                          STATION DESCRIPTION
 CC0546
 CC0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0546'7.2 KM (4.45 MI) SE FROM ORLA.
 CC0546'7.2 KM (4.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0546'WITH FARM ROAD 652 IN ORLA, 1.1 KM (0.7 MI) NORTHWEST OF A GRAVELED
 CC0546'ROAD CROSSING, 33.2 METERS (109.0 FT) SOUTHWEST OF THE CENTERLINE OF
 CC0546'THE HIGHWAY, 15.9 METERS (52.2 FT) SOUTH OF CHAPMAN ET, 11.4 METERS
 CC0546'(37.4 FT) SOUTHWEST OF A FENCE, AND 1.7 METERS (5.5 FT) NORTHEAST
 CC0546'OF THE CENTER OF A TRACK ROAD.
 CC0546'THE MARK IS 17.1 METERS  S FROM A WITNESS POST.
 CC0546'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0547 ***********************************************************************
 CC0547  DESIGNATION -  CHAPMAN ET RM 2 USGS
 CC0547  PID         -  CC0547
 CC0547  STATE/COUNTY-  TX/REEVES
 CC0547  USGS QUAD   -  ORLA SE (1961)
 CC0547
 CC0547                         *CURRENT SURVEY CONTROL
 CC0547  ___________________________________________________________________
 CC0547* NAD 83(1986)-  31 46 21.     (N)    103 51 49.     (W)     SCALED    
 CC0547* NAVD 88     -       875.712  (meters)    2873.07   (feet)  ADJUSTED  
 CC0547  ___________________________________________________________________
 CC0547  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CC0547  DYNAMIC HT  -         874.411 (meters)    2868.80  (feet)  COMP
 CC0547  MODELED GRAV-     979,125.7   (mgal)                       NAVD 88
 CC0547
 CC0547  VERT ORDER  -  FIRST     CLASS II
 CC0547
 CC0547.The horizontal coordinates were scaled from a topographic map and have
 CC0547.an estimated accuracy of +/- 6 seconds.
 CC0547
 CC0547.The orthometric height was determined by differential leveling
 CC0547.and adjusted by the National Geodetic Survey in June 1991..
 CC0547
 CC0547.The geoid height was determined by GEOID03.
 CC0547
 CC0547.The dynamic height is computed by dividing the NAVD 88
 CC0547.geopotential number by the normal gravity value computed on the
 CC0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0547.degrees latitude (g = 980.6199 gals.).
 CC0547
 CC0547.The modeled gravity was interpolated from observed gravity values.
 CC0547
 CC0547;                    North         East    Units  Estimated Accuracy
 CC0547;SPC TX C     - 3,238,760.      365,660.      MT  (+/- 180 meters Scaled)
 CC0547
 CC0547                          SUPERSEDED SURVEY CONTROL
 CC0547
 CC0547.No superseded survey control is available for this station.
 CC0547
 CC0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR076157(NAD 83)
 CC0547_MARKER: DR = REFERENCE MARK DISK
 CC0547_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0547_SP_SET: COPPER-CLAD STEEL ROD
 CC0547_STAMPING: CHAPMAN ET 1969 NO 2
 CC0547_MARK LOGO: USGS  
 CC0547_PROJECTION: FLUSH
 CC0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0547_ROD/PIPE-DEPTH: 2.1  meters
 CC0547
 CC0547  HISTORY     - Date     Condition        Report By
 CC0547  HISTORY     - 1969     MONUMENTED       USGS
 CC0547  HISTORY     - 1981     GOOD             NGS
 CC0547
 CC0547                          STATION DESCRIPTION
 CC0547
 CC0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0547'7.2 KM (4.45 MI) SE FROM ORLA.
 CC0547'7.2 KM (4.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0547'WITH FARM ROAD 652 IN ORLA, 1.1 KM (0.7 MI) NORTHWEST OF A GRAVELED
 CC0547'ROAD CROSSING, IN THE CENTER OF A TRACK ROAD, 43.6 METERS (143.0 FT)
 CC0547'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.7 METERS (51.6 FT)
 CC0547'SOUTHWEST OF A FENCE, AND 15.7 METERS (51.6 FT) WEST OF CHAPMAN ET.
 CC0547'THE MARK IS 15.2 METERS  W FROM A WITNESS POST.
 CC0547'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0374 ***********************************************************************
 AH0374  DESIGNATION -  CHAPMAN RM 1
 AH0374  PID         -  AH0374
 AH0374  STATE/COUNTY-  TX/NUECES
 AH0374  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0374
 AH0374                         *CURRENT SURVEY CONTROL
 AH0374  ___________________________________________________________________
 AH0374* NAD 83(1986)-  27 35 11.     (N)    097 27 13.     (W)     SCALED    
 AH0374* NAVD 88     -         7.596  (meters)      24.92   (feet)  ADJUSTED  
 AH0374  ___________________________________________________________________
 AH0374  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH0374  DYNAMIC HT  -           7.584 (meters)      24.88  (feet)  COMP
 AH0374  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 AH0374
 AH0374  VERT ORDER  -  SECOND    CLASS 0
 AH0374
 AH0374.The horizontal coordinates were scaled from a topographic map and have
 AH0374.an estimated accuracy of +/- 6 seconds.
 AH0374
 AH0374.The orthometric height was determined by differential leveling
 AH0374.and adjusted by the National Geodetic Survey in June 1991..
 AH0374
 AH0374.The geoid height was determined by GEOID03.
 AH0374
 AH0374.The dynamic height is computed by dividing the NAVD 88
 AH0374.geopotential number by the normal gravity value computed on the
 AH0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0374.degrees latitude (g = 980.6199 gals.).
 AH0374
 AH0374.The modeled gravity was interpolated from observed gravity values.
 AH0374
 AH0374;                    North         East    Units  Estimated Accuracy
 AH0374;SPC TX S     - 5,213,120.      403,310.      MT  (+/- 180 meters Scaled)
 AH0374
 AH0374                          SUPERSEDED SURVEY CONTROL
 AH0374
 AH0374  NGVD 29 (??/??/92)    7.747  (m)           25.42   (f) ADJ UNCH    2 0
 AH0374
 AH0374.Superseded values are not recommended for survey control.
 AH0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0374.See file dsdata.txt to determine how the superseded data were derived.
 AH0374
 AH0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR526523(NAD 83)
 AH0374_MARKER: DR = REFERENCE MARK DISK
 AH0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0374_SP_SET: CULVERT
 AH0374_STAMPING: CHAPMAN NO 1 1949
 AH0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0374
 AH0374  HISTORY     - Date     Condition        Report By
 AH0374  HISTORY     - 1949     MONUMENTED       CGS
 AH0374  HISTORY     - 1951     GOOD             NGS
 AH0374  HISTORY     - 1984     GOOD             USPSQD
 AH0374  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0374  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0374
 AH0374                          STATION DESCRIPTION
 AH0374
 AH0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0374'0.2 MI S FROM CHAPMAN RANCH.
 AH0374'0.2 MILE SOUTH ALONG STATE HIGHWAY 286 FROM THE HEADQUARTERS AT
 AH0374'CHAPMAN RANCH, AT THE END OF THE HIGHWAY, AT A JUCNTION WITH AN EAST
 AH0374'AND WEST ASPHALT ROAD, 64 FEET SOUTH OF THE CENTER LINE OF THE EAST
 AH0374'AND WEST ROAD, 16 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 AH0374'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 48
 AH0374'FOOT CONCRETE CULVERT, 8.7 FEET NORTH OF THE SOUTH END OF THE
 AH0374'HEADWALL, 93.9 FEET NORTHEAST OF TRIANGULATION STATION CHAPMAN 1949.
 AH0374
 AH0374                          STATION RECOVERY (1984)
 AH0374
 AH0374'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0374'RECOVERED IN GOOD CONDITION.
 AH0374
 AH0374                          STATION RECOVERY (1991)
 AH0374
 AH0374'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0374'MARK NOT FOUND.
 AH0374
 AH0374                          STATION RECOVERY (2001)
 AH0374
 AH0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0374'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0375 ***********************************************************************
 AH0375  DESIGNATION -  CHAPMAN RM 2
 AH0375  PID         -  AH0375
 AH0375  STATE/COUNTY-  TX/NUECES
 AH0375  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0375
 AH0375                         *CURRENT SURVEY CONTROL
 AH0375  ___________________________________________________________________
 AH0375* NAD 83(1986)-  27 35 11.     (N)    097 27 14.     (W)     SCALED    
 AH0375* NAVD 88     -         7.538  (meters)      24.73   (feet)  ADJUSTED  
 AH0375  ___________________________________________________________________
 AH0375  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH0375  DYNAMIC HT  -           7.526 (meters)      24.69  (feet)  COMP
 AH0375  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 AH0375
 AH0375  VERT ORDER  -  SECOND    CLASS 0
 AH0375
 AH0375.The horizontal coordinates were scaled from a topographic map and have
 AH0375.an estimated accuracy of +/- 6 seconds.
 AH0375
 AH0375.The orthometric height was determined by differential leveling
 AH0375.and adjusted by the National Geodetic Survey in June 1991..
 AH0375
 AH0375.The geoid height was determined by GEOID03.
 AH0375
 AH0375.The dynamic height is computed by dividing the NAVD 88
 AH0375.geopotential number by the normal gravity value computed on the
 AH0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0375.degrees latitude (g = 980.6199 gals.).
 AH0375
 AH0375.The modeled gravity was interpolated from observed gravity values.
 AH0375
 AH0375;                    North         East    Units  Estimated Accuracy
 AH0375;SPC TX S     - 5,213,120.      403,280.      MT  (+/- 180 meters Scaled)
 AH0375
 AH0375                          SUPERSEDED SURVEY CONTROL
 AH0375
 AH0375  NGVD 29 (??/??/92)    7.688  (m)           25.22   (f) ADJ UNCH    2 0
 AH0375
 AH0375.Superseded values are not recommended for survey control.
 AH0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0375.See file dsdata.txt to determine how the superseded data were derived.
 AH0375
 AH0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR526523(NAD 83)
 AH0375_MARKER: DR = REFERENCE MARK DISK
 AH0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0375_STAMPING: CHAPMAN NO 2 1949
 AH0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0375+STABILITY: SURFACE MOTION
 AH0375
 AH0375  HISTORY     - Date     Condition        Report By
 AH0375  HISTORY     - 1949     MONUMENTED       CGS
 AH0375  HISTORY     - 1951     GOOD             NGS
 AH0375  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0375  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0375  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0375
 AH0375                          STATION DESCRIPTION
 AH0375
 AH0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0375'0.2 MI S FROM CHAPMAN RANCH.
 AH0375'0.2 MILE SOUTH ALONG STATE HIGHWAY 286 FROM THE HEADQUARTERS AT
 AH0375'CHAPMAN RANCH, AT A JUNCTION WITH AN EAST AND WEST ASPHALT ROAD, 154
 AH0375'FEET WEST OF THE EXTENDED CENTER LINE OF THE HIGHWAY, 50 FEET SOUTH OF
 AH0375'THE CENTER LINE OF THE EAST AND WEST ROAD, 66.8 FEET NORTHWEST OF THE
 AH0375'SOUTHWEST CORNER OF A SMALL HOUSE, 1.5 FEET NORTH OF A ROW OF
 AH0375'TELEPHONE POLES, 60.5 FEET NORTHWEST OF TRIANGULATION STATION CHAPMAN
 AH0375'1949, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 AH0375'THE GROUND.
 AH0375
 AH0375                          STATION RECOVERY (1984)
 AH0375
 AH0375'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0375'MARK NOT FOUND.
 AH0375
 AH0375                          STATION RECOVERY (1991)
 AH0375
 AH0375'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0375'MARK NOT FOUND.
 AH0375
 AH0375                          STATION RECOVERY (2001)
 AH0375
 AH0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0375'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2176 ***********************************************************************
 AN2176  DESIGNATION -  CHARCO
 AN2176  PID         -  AN2176
 AN2176  STATE/COUNTY-  TX/GOLIAD
 AN2176  USGS QUAD   -  RUNGE SE (1987)
 AN2176
 AN2176                         *CURRENT SURVEY CONTROL
 AN2176  ___________________________________________________________________
 AN2176* NAD 83(1993)-  28 45 55.02165(N)    097 34 24.45793(W)     ADJUSTED  
 AN2176* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 AN2176  ___________________________________________________________________
 AN2176  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AN2176  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN2176
 AN2176  HORZ ORDER  -  FIRST
 AN2176
 AN2176.The horizontal coordinates were established by classical geodetic methods
 AN2176.and adjusted by the National Geodetic Survey in February 1996..
 AN2176
 AN2176.The orthometric height was scaled from a topographic map.
 AN2176
 AN2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2176
 AN2176.The geoid height was determined by GEOID03.
 AN2176
 AN2176;                    North         East     Units Scale Factor Converg.
 AN2176;SPC TXSC     - 4,104,136.056   739,297.628   MT  0.99991230   +0 41 56.0
 AN2176;SPC TXSC     -13,464,986.38  2,425,512.30   sFT  0.99991230   +0 41 56.0
 AN2176;UTM  14      - 3,182,815.932   639,265.356   MT  0.99983935   +0 41 11.7
 AN2176
 AN2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2176!SPC TXSC     -   0.99998728  x   0.99991230  =   0.99989958
 AN2176!UTM  14      -   0.99998728  x   0.99983935  =   0.99982663
 AN2176
 AN2176:                Primary Azimuth Mark                     Grid Az
 AN2176:SPC TXSC     -  CHARCO AZ MK                             139 32 13.0
 AN2176:UTM  14      -  CHARCO AZ MK                             139 32 57.3
 AN2176
 AN2176|---------------------------------------------------------------------|
 AN2176| PID    Reference Object                     Distance      Geod. Az  |
 AN2176|                                                           dddmmss.s |
 AN2176| CV4523 CHARCO AZ MK                                       1401409.0 |
 AN2176| CV4525 CHARCO RM 2                          22.338 METERS 26403     |
 AN2176| AN2175 NORDHEIM MUNICIPAL TANK             APPROX.17.7 KM 3480035.8 |
 AN2176| CV4524 CHARCO RM 1                          21.639 METERS 35257     |
 AN2176|---------------------------------------------------------------------|
 AN2176
 AN2176                          SUPERSEDED SURVEY CONTROL
 AN2176
 AN2176  NAD 83(1986)-  28 45 55.02723(N)    097 34 24.44195(W) AD(       ) 1
 AN2176  NAD 27      -  28 45 54.08500(N)    097 34 23.45200(W) AD(       ) 1
 AN2176
 AN2176.Superseded values are not recommended for survey control.
 AN2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2176.See file dsdata.txt to determine how the superseded data were derived.
 AN2176
 AN2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3926582816(NAD 83)
 AN2176_MARKER: DS = TRIANGULATION STATION DISK
 AN2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2176
 AN2176  HISTORY     - Date     Condition        Report By
 AN2176  HISTORY     - 1952     MONUMENTED       CGS
 AN2176  HISTORY     - 1963     GOOD             CGS
 AN2176
 AN2176                          STATION DESCRIPTION
 AN2176
 AN2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2176'THE STATION IS LOCATED ABOUT 12 MI. NW OF GOLIAD, 3 MI. ENE
 AN2176'OF CHARCO, 54 FEET E OF A GRAVELED ROAD, 42 FEET E OF A FENCE
 AN2176'LINE, 3 FEET S OF A WITNESS POST, AND ON A PROMINENT RIDGE
 AN2176'ON LAND OWNED BY MR. PETTUS.
 AN2176'
 AN2176'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 29
 AN2176'AND U.S. HIGHWAY 59 IN GOLIAD.  GO W ON U.S. HWY 59 FOR 1.8
 AN2176'MI. TO JUNCTION OF STATE ROUTE 239.  TAKE STATE ROUTE 239 AND
 AN2176'GO NW FOR 10.6 MI. TO A T-ROAD RIGHT.  TURN RIGHT AND TAKE
 AN2176'GRAVELED ROAD N FOR 2.1 MI. TO A HOUSE ON LEFT AND THE AZIMUTH
 AN2176'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE N ON THE GRAVELED
 AN2176'ROAD FOR 0.5 MI. TO STATION ON RIGHT, E SIDE OF ROAD.
 AN2176'
 AN2176'THE STATION MARK IS A STANDARD BRONZE DISK SET IN TOP OF A
 AN2176'CONCRETE POST THAT PROJECTS 1 INCH AND THE DISK IS STAMPED
 AN2176'CHARCO 1952.
 AN2176'
 AN2176'R.M. 1 IS A STANDARD BRONZE DISK SET IN TOP OF A CONCRETE
 AN2176'CYLINDER THAT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 AN2176'CHARCO NO 1 1952.  IT IS 58 FEET EAST OF A GRAVELED ROAD AND 49
 AN2176'FEET E OF A FENCE LINE.
 AN2176'
 AN2176'R.M. 2 IS A STANDARD BRONZE DISK SET IN TOP OF A CONCRETE
 AN2176'CYLINDER THAT PROJECTS 3 INCHES, AND THE DISK IS STAMPED CHARCO
 AN2176'NO 2 1952.  IT IS 12 FEET W OF A GRAVELED ROAD AND 1 FOOT E
 AN2176'OF A FENCE LINE.
 AN2176'
 AN2176'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 AN2176'CONCRETE CYLINDER THAT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 AN2176'CHARCO 1952.  IT IS 100 YDS E OF A HOUSE, 170 FEET E OF A
 AN2176'GRAVELED ROAD, 6 FEET E OF A POWER LINE POLE, AND 4 FEET
 AN2176'N OF A WITNESS POST.
 AN2176'
 AN2176'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2176
 AN2176                          STATION RECOVERY (1963)
 AN2176
 AN2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2176'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 AN2176'NO. 2 WAS REPORTED IN POOR CONDITION.  IT HAS BEEN UPROOTED AND
 AN2176'LAYS IN THE WEST RIGHT OF WAY OF COUNTY ROAD.  DIRECTIONS FOR
 AN2176'PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1077 ***********************************************************************
 CT1077  DESIGNATION -  CHARLEY
 CT1077  PID         -  CT1077
 CT1077  STATE/COUNTY-  TX/CALLAHAN
 CT1077  USGS QUAD   -  ROWDEN NW (1987)
 CT1077
 CT1077                         *CURRENT SURVEY CONTROL
 CT1077  ___________________________________________________________________
 CT1077* NAD 83(1993)-  32 11 10.72214(N)    099 29 15.40506(W)     ADJUSTED  
 CT1077* NAVD 88     -       614.     (meters)    2014.     (feet)  SCALED    
 CT1077  ___________________________________________________________________
 CT1077  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 CT1077  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CT1077
 CT1077  HORZ ORDER  -  SECOND
 CT1077
 CT1077.The horizontal coordinates were established by classical geodetic methods
 CT1077.and adjusted by the National Geodetic Survey in February 1996..
 CT1077
 CT1077.The orthometric height was scaled from a topographic map.
 CT1077
 CT1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1077
 CT1077.The geoid height was determined by GEOID03.
 CT1077
 CT1077;                    North         East     Units Scale Factor Converg.
 CT1077;SPC TXNC     - 2,058,062.744   506,869.292   MT  0.99998575   -0 32 19.1
 CT1077;SPC TXNC     - 6,752,160.85  1,662,953.67   sFT  0.99998575   -0 32 19.1
 CT1077;SPC TX C     - 3,279,641.506   779,759.642   MT  1.00009546   +0 26 08.1
 CT1077;SPC TX C     -10,759,957.17  2,558,261.43   sFT  1.00009546   +0 26 08.1
 CT1077;UTM  14      - 3,561,191.431   454,035.527   MT  0.99962605   -0 15 35.1
 CT1077
 CT1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1077!SPC TXNC     -   0.99990780  x   0.99998575  =   0.99989356
 CT1077!SPC TX C     -   0.99990780  x   1.00009546  =   1.00000326
 CT1077!UTM  14      -   0.99990780  x   0.99962605  =   0.99953389
 CT1077
 CT1077|---------------------------------------------------------------------|
 CT1077| PID    Reference Object                     Distance      Geod. Az  |
 CT1077|                                                           dddmmss.s |
 CT1077| CX6896 CHARLEY RM 1                         32.388 METERS 09026     |
 CT1077| CX6897 CHARLEY RM 2                         24.888 METERS 18541     |
 CT1077| CX6895 CHARLEY AZ MK                                      2352104.1 |
 CT1077|---------------------------------------------------------------------|
 CT1077
 CT1077                          SUPERSEDED SURVEY CONTROL
 CT1077
 CT1077  NAD 83(1986)-  32 11 10.72895(N)    099 29 15.39275(W) AD(       ) 2
 CT1077  NAD 27      -  32 11 10.24580(N)    099 29 14.12110(W) AD(       ) 2
 CT1077
 CT1077.Superseded values are not recommended for survey control.
 CT1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1077.See file dsdata.txt to determine how the superseded data were derived.
 CT1077
 CT1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA5403661191(NAD 83)
 CT1077_MARKER: DS = TRIANGULATION STATION DISK
 CT1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1077
 CT1077  HISTORY     - Date     Condition        Report By
 CT1077  HISTORY     - 1961     MONUMENTED       CGS
 CT1077
 CT1077                          STATION DESCRIPTION
 CT1077
 CT1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1077'THE STATION IS 6 MILES SOUTHEAST OF DENTON, 6 MILES NORTHEAST
 CT1077'OF OPLIN ON THE HIGHEST POINT OF A SMALL GRASS COVERED HILL
 CT1077'ON LAND OWNED BY MR. CHARLEY STRALEY.
 CT1077'
 CT1077'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 36
 CT1077'AND FARM ROAD 604 IN DENTON, WHICH IS ABOUT 17 MILES SOUTHEAST
 CT1077'OF ABILENE, GO SOUTH ON FARM ROAD 604 FOR 6 MILES TO A CROSSROAD,
 CT1077'TURN LEFT, EAST, ON A GRAVELED ROAD FOR 2.5 MILES
 CT1077'TO THE END OF THE GRAVELED ROAD AND A CATTLE GUARD, PASS
 CT1077'OVER THE CATTLE GUARD, EAST, AND FOLLOW A TELEPHONE LINE FOR
 CT1077'0.1 MILE TO A WIRE GATE AT THE SOUTHWEST CORNER OF A PASTURE,
 CT1077'(AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED), PASS THROUGH
 CT1077'THE GATE AND FOLLOW A DIM TRACK ROAD NORTH, ALONG THE EAST
 CT1077'SIDE OF THE FENCE FOR 1 MILE TO A T ROAD AND THE NORTHWEST
 CT1077'CORNER OF THE PASTURE, TURN RIGHT, EAST, ON A TRACK ROAD
 CT1077'AND GO 0.6 MILE TO A WIRE GATE ON THE LEFT AND A CROSSROAD,
 CT1077'CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD FOR 0.6 MILE TO A WIRE
 CT1077'GATE, TURN LEFT, NORTH, ALONG THE WEST SIDE OF THE FENCE FOR
 CT1077'0.15 MILE TO A NORTHWEST FENCE CORNER, TURN RIGHT, EAST,
 CT1077'ALONG THE NORTH SIDE OF THE FENCE FOR 0.2 MILE TO THE
 CT1077'TOP OF THE HILL AND THE STATION AS DESCRIBED.
 CT1077'
 CT1077'THE STATION MARK IS A STANDARD DISK SET IN A 12-INCH SQUARE
 CT1077'CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND IS STAMPED
 CT1077'CHARLEY 1961.  IT IS 107 FEET WEST OF A NORTH-SOUTH FENCE
 CT1077'LINE, 83 FEET NORTH OF AN EAST-WEST FENCE LINE AND 9.4 FEET
 CT1077'NORTHEAST OF A METAL WITNESS POST.
 CT1077'
 CT1077'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 CT1077'A 12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES
 CT1077'AND IS STAMPED CHARLEY NO. 1 1961.  IT IS 82 FEET NORTH OF
 CT1077'A SOUTHEAST FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH
 CT1077'FENCE LINE.
 CT1077'
 CT1077'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 CT1077'A 12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES
 CT1077'AND IS STAMPED CHARLEY NO. 2 1961.  IT IS 113 FEET WEST OF A
 CT1077'SOUTHEAST FENCE CORNER AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 CT1077'LINE.
 CT1077'
 CT1077'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 CT1077'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES
 CT1077'AND IS STAMPED CHARLEY 1961.  IT IS 34 FEET EAST OF A SOUTHWEST
 CT1077'FENCE CORNER, 4.5 FEET EAST OF A METAL WITNESS POST AND 1
 CT1077'FOOT NORTH OF AN EAST-WEST FENCE LINE.
 CT1077'
 CT1077'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0711 ***********************************************************************
 EM0711  DESIGNATION -  CHARLIE
 EM0711  PID         -  EM0711
 EM0711  STATE/COUNTY-  TX/CLAY
 EM0711  USGS QUAD   -  CHARLIE (1991)
 EM0711
 EM0711                         *CURRENT SURVEY CONTROL
 EM0711  ___________________________________________________________________
 EM0711* NAD 83(1993)-  34 04 34.44951(N)    098 18 45.25124(W)     ADJUSTED  
 EM0711* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 EM0711  ___________________________________________________________________
 EM0711  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 EM0711  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EM0711
 EM0711  HORZ ORDER  -  THIRD
 EM0711
 EM0711.The horizontal coordinates were established by classical geodetic methods
 EM0711.and adjusted by the National Geodetic Survey in February 1996..
 EM0711
 EM0711.The orthometric height was scaled from a topographic map.
 EM0711
 EM0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0711
 EM0711.The geoid height was determined by GEOID03.
 EM0711
 EM0711;                    North         East     Units Scale Factor Converg.
 EM0711;SPC TXNC     - 2,267,228.903   617,300.767   MT  1.00003240   +0 06 08.0
 EM0711;SPC TXNC     - 7,438,400.16  2,025,260.93   sFT  1.00003240   +0 06 08.0
 EM0711;UTM  14      - 3,770,822.118   563,426.493   MT  0.99964959   +0 23 06.6
 EM0711
 EM0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0711!SPC TXNC     -   0.99995708  x   1.00003240  =   0.99998948
 EM0711!UTM  14      -   0.99995708  x   0.99964959  =   0.99960669
 EM0711
 EM0711:                Primary Azimuth Mark                     Grid Az
 EM0711:SPC TXNC     -  BYERS MUNICIPAL TANK                     093 10 35.8
 EM0711:UTM  14      -  BYERS MUNICIPAL TANK                     092 53 37.2
 EM0711
 EM0711|---------------------------------------------------------------------|
 EM0711| PID    Reference Object                     Distance      Geod. Az  |
 EM0711|                                                           dddmmss.s |
 EM0711| EM0706 BYERS MUNICIPAL TANK                APPROX.11.4 KM 0931643.8 |
 EM0711| EM0707 PETROLIA MUNICIPAL TANK             APPROX.10.0 KM 1331850.0 |
 EM0711| CX6898 CHARLIE AZ MK                                      1373231.0 |
 EM0711| CX6899 CHARLIE RM 1                         24.945 METERS 21216     |
 EM0711| CX6900 CHARLIE RM 2                         17.511 METERS 28950     |
 EM0711|---------------------------------------------------------------------|
 EM0711
 EM0711                          SUPERSEDED SURVEY CONTROL
 EM0711
 EM0711  NAD 83(1993)-  34 04 34.44949(N)    098 18 45.25104(W) AD(       ) 3
 EM0711  NAD 83(1986)-  34 04 34.45282(N)    098 18 45.23809(W) AD(       ) 3
 EM0711  NAD 27      -  34 04 34.11141(N)    098 18 44.06474(W) AD(       ) 3
 EM0711
 EM0711.Superseded values are not recommended for survey control.
 EM0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0711.See file dsdata.txt to determine how the superseded data were derived.
 EM0711
 EM0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6342670822(NAD 83)
 EM0711_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0711
 EM0711  HISTORY     - Date     Condition        Report By
 EM0711  HISTORY     - 1965     MONUMENTED       CGS
 EM0711
 EM0711                          STATION DESCRIPTION
 EM0711
 EM0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0711'THE STATION IS 7 MILES WEST OF BYERS, 6 MILES NORTHWEST OF
 EM0711'PETROLIA, 1-1/2 MILES SOUTH OF CHARLIE, ON THE WEST RIGHT-OF-WAY
 EM0711'OF FARM ROAD 810, IN A GRASSY AREA OF A SMALL TRIANGLE FORMED
 EM0711'BY THE INTERSECTION OF FM 810 AND A DIRT ROAD LEADING WEST.
 EM0711'
 EM0711'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79,
 EM0711'148 AND FARM ROAD 810 IN PETROLIA, GO NORTHWEST ON FM 810 FOR
 EM0711'5.75 MILES TO A BRIDGE.  CONTINUE NORTHWEST FOR 1.45 MILES TO THE
 EM0711'AZIMUTH MARK ON THE
 EM0711'LEFT.  CONTINUE NORTHWEST ON FM 810 FOR 0.3 MILE TO A FARM LANE
 EM0711'ON THE RIGHT, A SIDE ROAD AND THE STATION ON THE LEFT.
 EM0711'
 EM0711'STATION MARK IS A STANDARD DISK STAMPED CHARLIE 1965, SET IN THE
 EM0711'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, FLUSH WITH
 EM0711'THE SURFACE.  IT IS 52 FEET WEST OF THE CENTERLINE OF FARM ROAD
 EM0711'810, 41.5 FEET NORTH OF A POWER POLE, 12.5 FEET NORTH-NORTHWEST OF
 EM0711'A METAL WITNESS POST, AND 32 FEET
 EM0711'EAST OF THE CENTERLINE OF A DIRT ROAD.
 EM0711'
 EM0711'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHARLIE NO 1 1965,
 EM0711'IS SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EM0711'THAT PROJECTS 5 INCHES.  IT IS 79 FEET
 EM0711'WEST OF THE POWER POLE, 29 FEET NORTHEAST OF A FENCE CORNER POST,
 EM0711'19 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 1 FOOT EAST
 EM0711'OF A WIRE FENCE AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE
 EM0711'STATION.
 EM0711'
 EM0711'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHARLIE NO 2
 EM0711'1965, IS SET IN A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EM0711'THAT PROJECTS 3 INCHES.  IT IS 95.5 FEET NORTH-WEST OF THE POWER
 EM0711'POLE, 21 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 1 FOOT
 EM0711'EAST OF THE FENCE AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE
 EM0711'STATION.
 EM0711'
 EM0711'AZIMUTH MARK IS A STANDARD DISK STAMPED CHARLIE 1965, SET IN
 EM0711'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0711'PROJECTS 4 INCHES.  IT IS 47 FEET SOUTHWEST OF THE CENTERLINE OF
 EM0711'FARM ROAD 810, 3 FEET NORTH OF A TELEPHONE POLE, 2.5 FEET EAST
 EM0711'OF A METAL WITNESS POST AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY
 EM0711'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9220 ***********************************************************************
 AF9220  DESIGNATION -  CHARLIE ET
 AF9220  PID         -  AF9220
 AF9220  STATE/COUNTY-  TX/STONEWALL
 AF9220  USGS QUAD   -  KIOWA PEAK SW (1981)
 AF9220
 AF9220                         *CURRENT SURVEY CONTROL
 AF9220  ___________________________________________________________________
 AF9220* NAD 83(1993)-  33 18 43.82493(N)    100 14 37.46286(W)     ADJUSTED  
 AF9220* NAVD 88     -       526.3    (meters)    1727.     (feet)  VERTCON   
 AF9220  ___________________________________________________________________
 AF9220  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 AF9220  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AF9220
 AF9220  HORZ ORDER  -  THIRD
 AF9220
 AF9220.The horizontal coordinates were established by classical geodetic methods
 AF9220.and adjusted by the National Geodetic Survey in July 1998..
 AF9220
 AF9220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9220
 AF9220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9220
 AF9220.The geoid height was determined by GEOID03.
 AF9220
 AF9220;                    North         East     Units Scale Factor Converg.
 AF9220;SPC TXNC     - 2,183,818.362   437,644.676   MT  0.99988292   -0 57 03.7
 AF9220;SPC TXNC     - 7,164,744.08  1,435,839.24   sFT  0.99988292   -0 57 03.7
 AF9220;UTM  14      - 3,686,585.605   384,222.263   MT  0.99976526   -0 40 59.3
 AF9220
 AF9220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9220!SPC TXNC     -   0.99992174  x   0.99988292  =   0.99980467
 AF9220!UTM  14      -   0.99992174  x   0.99976526  =   0.99968702
 AF9220
 AF9220                          SUPERSEDED SURVEY CONTROL
 AF9220
 AF9220  NGVD 29 (07/17/98)  526.1    (m)         1726.     (f) VERT ANG       
 AF9220
 AF9220.Superseded values are not recommended for survey control.
 AF9220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9220.See file dsdata.txt to determine how the superseded data were derived.
 AF9220
 AF9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB8422286586(NAD 83)
 AF9220_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF9220
 AF9220  HISTORY     - Date     Condition        Report By
 AF9220  HISTORY     - 1958     MONUMENTED       USGS
 AF9220
 AF9220                          STATION DESCRIPTION
 AF9220
 AF9220'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9220'STATION IS 11.7 MI. N. OF ASPERMONT, 9.0 MI. NE. OF SWENSON, ON A HIGH
 AF9220'BANK 97 FT. E. OF THE CENTERLINE OF THE HIGHWAY WHERE THE SALT FORK OF
 AF9220'THE BRAZOS RIVER MAKES A CURVE TO THE E. AND DIRECTLY BELOW THE HILL.
 AF9220'STATION WAS REACHED FROM ASPERMONT BY GOING N. ON U.S. HIGHWAY 83 11.7
 AF9220'MI. TO THE TOP OF A GRADE.  STATION MARK IS 39 FT. SW. FROM A SALT
 AF9220'CEDAR BUSH ON TOP, 5 FT. E. OF THE FENCE LINE, 27 FT. FROM A TELEPHONE
 AF9220'POLE ON TOP, 97 FT. E. OF CENTERLINE OF THE HIGHWAY ON TOP OF A WASHED
 AF9220'AWAY BANK ABOUT 25 FT. ABOVE THE HIGHWAY.
 AF9220'STATION MARK--A COPPERWELD ROD DRIVEN FLUSH WITH THE GROUND AND
 AF9220'STAMPED---CHARLIE-ET 1958---.  MARK IS COVERED BY A SMALL PILE OF
 AF9220'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0627 ***********************************************************************
 AO0627  DESIGNATION -  CHARLOTTE MUNICIPAL TANK
 AO0627  PID         -  AO0627
 AO0627  STATE/COUNTY-  TX/ATASCOSA
 AO0627  USGS QUAD   -  CHARLOTTE (1968)
 AO0627
 AO0627                         *CURRENT SURVEY CONTROL
 AO0627  ___________________________________________________________________
 AO0627* NAD 83(1993)-  28 51 38.45126(N)    098 42 10.39131(W)     ADJUSTED  
 AO0627* NAVD 88     -                                                        
 AO0627  ___________________________________________________________________
 AO0627  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AO0627  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AO0627
 AO0627  HORZ ORDER  -  THIRD
 AO0627
 AO0627.The horizontal coordinates were established by classical geodetic methods
 AO0627.and adjusted by the National Geodetic Survey in February 1996..
 AO0627
 AO0627
 AO0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0627
 AO0627.The geoid height was determined by GEOID03.
 AO0627
 AO0627;                    North         East     Units Scale Factor Converg.
 AO0627;SPC TXSC     - 4,113,895.415   628,986.143   MT  0.99989725   +0 08 44.0
 AO0627;SPC TXSC     -13,497,005.21  2,063,598.70   sFT  0.99989725   +0 08 44.0
 AO0627;UTM  14      - 3,192,586.680   528,977.627   MT  0.99961036   +0 08 36.3
 AO0627
 AO0627                          SUPERSEDED SURVEY CONTROL
 AO0627
 AO0627  NAD 83(1986)-  28 51 38.45728(N)    098 42 10.36976(W) AD(       ) 4
 AO0627  NAD 27      -  28 51 37.53700(N)    098 42 09.28200(W) AD(       ) 3
 AO0627
 AO0627.Superseded values are not recommended for survey control.
 AO0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0627.See file dsdata.txt to determine how the superseded data were derived.
 AO0627
 AO0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS2897892587(NAD 83)
 AO0627_MARKER: 53 = ELEVATED TANK
 AO0627
 AO0627  HISTORY     - Date     Condition        Report By
 AO0627  HISTORY     - 1952     FIRST OBSERVED   CGS
 AO0627
 AO0627                          STATION DESCRIPTION
 AO0627
 AO0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0627'LOCATED ACROSS FROM THE SCHOOL BUILDINGS IN CHARLOTTE.  A LARGE
 AO0627'STEEL TANK SET ON FOUR STRUCTURAL STEEL LEGS AND PAINTED
 AO0627'ALUMINUM.  THE TANK IS ABOUT 135 FEET HIGH.  THE TOP-CENTER WAS
 AO0627'THE PART OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0837 ***********************************************************************
 EN0837  DESIGNATION -  CHAS
 EN0837  PID         -  EN0837
 EN0837  STATE/COUNTY-  TX/BRISCOE
 EN0837  USGS QUAD   -  SILVERTON (1965)
 EN0837
 EN0837                         *CURRENT SURVEY CONTROL
 EN0837  ___________________________________________________________________
 EN0837* NAD 83(1993)-  34 25 16.40198(N)    101 16 13.20434(W)     ADJUSTED  
 EN0837* NAVD 88     -       988.     (meters)    3241.     (feet)  SCALED    
 EN0837  ___________________________________________________________________
 EN0837  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 EN0837  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EN0837
 EN0837  HORZ ORDER  -  FIRST
 EN0837
 EN0837.The horizontal coordinates were established by classical geodetic methods
 EN0837.and adjusted by the National Geodetic Survey in February 1996..
 EN0837
 EN0837.The orthometric height was scaled from a topographic map.
 EN0837
 EN0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0837
 EN0837.The geoid height was determined by GEOID03.
 EN0837
 EN0837;                    North         East     Units Scale Factor Converg.
 EN0837;SPC TX N     - 1,046,755.379   221,113.559   MT  1.00006088   +0 07 59.2
 EN0837;SPC TX N     - 3,434,229.94    725,436.73   sFT  1.00006088   +0 07 59.2
 EN0837;UTM  14      - 3,811,199.300   291,360.196   MT  1.00013659   -1 17 01.8
 EN0837
 EN0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0837!SPC TX N     -   0.99984914  x   1.00006088  =   0.99991001
 EN0837!UTM  14      -   0.99984914  x   1.00013659  =   0.99998571
 EN0837
 EN0837:                Primary Azimuth Mark                     Grid Az
 EN0837:SPC TX N     -  CHAS AZ MK                               092 32 34.1
 EN0837:UTM  14      -  CHAS AZ MK                               093 57 35.1
 EN0837
 EN0837|---------------------------------------------------------------------|
 EN0837| PID    Reference Object                     Distance      Geod. Az  |
 EN0837|                                                           dddmmss.s |
 EN0837| CJ6870 CHAS AZ MK                                         0924033.3 |
 EN0837| CJ6871 CHAS RM 1                            62.813 METERS 13655     |
 EN0837| CJ6872 CHAS RM 2                            20.460 METERS 22506     |
 EN0837| EN0839 SILVERTON HIGHWAY RAD MST           APPROX. 7.0 KM 3260105.9 |
 EN0837| EN0838 SILVERTON MUNICIPAL TANK            APPROX. 6.4 KM 3324745.0 |
 EN0837|---------------------------------------------------------------------|
 EN0837
 EN0837                          SUPERSEDED SURVEY CONTROL
 EN0837
 EN0837  NAD 83(1993)-  34 25 16.40476(N)    101 16 13.20134(W) AD(       ) 1
 EN0837  NAD 83(1986)-  34 25 16.40736(N)    101 16 13.19897(W) AD(       ) 1
 EN0837  NAD 27      -  34 25 16.17704(N)    101 16 11.62586(W) AD(       ) 1
 EN0837
 EN0837.Superseded values are not recommended for survey control.
 EN0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0837.See file dsdata.txt to determine how the superseded data were derived.
 EN0837
 EN0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9136011199(NAD 83)
 EN0837_MARKER: DS = TRIANGULATION STATION DISK
 EN0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0837
 EN0837  HISTORY     - Date     Condition        Report By
 EN0837  HISTORY     - 1964     MONUMENTED       CGS
 EN0837
 EN0837                          STATION DESCRIPTION
 EN0837
 EN0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0837'THE STATION IS ABOUT 12-1/2 MILES WEST-NORTHWEST OF QUITAQUE AND
 EN0837'4 MILES SOUTH-SOUTHEAST OF SILVERTON, ON THE NORTH SIDE OF A GRADED
 EN0837'ROAD, NEAR AN OLD FARM HOUSE.
 EN0837'
 EN0837'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 EN0837'SQUARE IN SILVERTON, GO SOUTH ON MAIN STREET FOR 0.75 MILE TO A
 EN0837'T-ROAD JUNCTION.  TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.5 MILE TO
 EN0837'A GRADED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON GRADED
 EN0837'ROAD FOR 3.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON
 EN0837'GRADED ROAD FOR 1.4 MILES TO A FARM HOUSE AND THE STATION ON THE
 EN0837'LEFT.  (TO REACH THE AZIMUTH MARK, CONTINUE EAST ON GRADED ROAD FOR
 EN0837'0.65 MILE TO A CROSSROAD AND THE MARK IN THE NORTHEAST ANGLE OF
 EN0837'THE ROADS.)
 EN0837'
 EN0837'STATION MARK IS A STANDARD DISK STAMPED CHAS 1964, SET IN THE TOP OF
 EN0837'A 16 INCH SQUARE CONCRETE POST 18 INCHES BELOW THE GROUND SURFACE.
 EN0837'IT IS 172 FEET NORTH OF THE CENTERLINE OF A GRADED ROAD, 113 FEET
 EN0837'NORTHEAST OF THE NORTHEAST CORNER OF A FARM HOUSE AND 18.6 FEET
 EN0837'EAST OF THE SOUTHEAST CORNER OF A SMALL WOODEN SHED.
 EN0837'
 EN0837'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHAS NO 1 1964, SET IN
 EN0837'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 EN0837'IS 58 FEET WEST OF A POWERLINE POLE, 22 FEET NORTH OF THE CENTERLINE
 EN0837'OF THE ROAD, 1 FOOT NORTH OF A WIRE FENCE AND ABOUT THE SAME
 EN0837'ELEVATION AS THE STATION.
 EN0837'
 EN0837'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHAS NO 2 1964, SET IN
 EN0837'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 EN0837'125 FEET NORTH OF THE CENTERLINE OF THE ROAD, 49.4 FEET
 EN0837'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE FARM HOUSE, 13 FEET
 EN0837'EAST OF THE CENTERLINE OF A DRIVEWAY AND ABOUT THE SAME
 EN0837'ELEVATION AS THE STATION.
 EN0837'
 EN0837'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHAS 1964, SET IN THE TOP
 EN0837'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 85
 EN0837'FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH GRADED ROAD, 14 FEET
 EN0837'NORTH OF THE CENTERLINE OF AN EAST-WEST GRADED ROAD, 2.8 FEET
 EN0837'NORTH OF A FENCE CORNER, 2 FEET NORTH OF A WITNESS POST AND 1
 EN0837'FOOT WEST OF A WIRE FENCE.
 EN0837'
 EN0837'HEIGHT OF LIGHT ABOVE THE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2138 ***********************************************************************
 AN2138  DESIGNATION -  CHASE
 AN2138  PID         -  AN2138
 AN2138  STATE/COUNTY-  TX/BEE
 AN2138  USGS QUAD   -  SKIDMORE (1979)
 AN2138
 AN2138                         *CURRENT SURVEY CONTROL
 AN2138  ___________________________________________________________________
 AN2138* NAD 83(1993)-  28 22 15.69208(N)    097 39 58.17753(W)     ADJUSTED  
 AN2138* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 AN2138  ___________________________________________________________________
 AN2138  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AN2138  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN2138
 AN2138  HORZ ORDER  -  THIRD
 AN2138
 AN2138.The horizontal coordinates were established by classical geodetic methods
 AN2138.and adjusted by the National Geodetic Survey in February 1996..
 AN2138
 AN2138.The orthometric height was scaled from a topographic map.
 AN2138
 AN2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2138
 AN2138.The geoid height was determined by GEOID03.
 AN2138
 AN2138;                    North         East     Units Scale Factor Converg.
 AN2138;SPC TXSC     - 4,060,338.965   730,744.461   MT  1.00000356   +0 39 12.5
 AN2138;SPC TXSC     -13,321,295.42  2,397,450.79   sFT  1.00000356   +0 39 12.5
 AN2138;UTM  14      - 3,139,026.887   630,701.053   MT  0.99981083   +0 38 02.1
 AN2138
 AN2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2138!SPC TXSC     -   0.99999513  x   1.00000356  =   0.99999869
 AN2138!UTM  14      -   0.99999513  x   0.99981083  =   0.99980596
 AN2138
 AN2138|---------------------------------------------------------------------|
 AN2138| PID    Reference Object                     Distance      Geod. Az  |
 AN2138|                                                           dddmmss.s |
 AN2138| CV4527 CHASE RM 1                           21.635 METERS 01718     |
 AN2138| CV4526 CHASE AZ MK                                        0291702.9 |
 AN2138| AN2133 CHASE 2                             366.527 METERS 03445     |
 AN2138| AN2136 CHASE FIELD BEACON                  APPROX. 0.6 KM 1153532.3 |
 AN2138| CV4528 CHASE RM 2                           20.323 METERS 24221     |
 AN2138| AN2170 BROWNSVILLE FT WORTH AWY BN 19      APPROX.14.0 KM 2665801.7 |
 AN2138| AN2143 BEEVILLE RADIO STA KIBL MAST        APPROX. 6.4 KM 2845358.3 |
 AN2138| AN2142 BEEVILLE BEE CO CTHSE DOME          APPROX. 8.7 KM 2924156.4 |
 AN2138| AN2168 BEEVILLE MUNICIPAL TANK             APPROX.10.0 KM 2970854.2 |
 AN2138|---------------------------------------------------------------------|
 AN2138
 AN2138                          SUPERSEDED SURVEY CONTROL
 AN2138
 AN2138  NAD 83(1986)-  28 22 15.69855(N)    097 39 58.16006(W) AD(       ) 3
 AN2138  NAD 27      -  28 22 14.69700(N)    097 39 57.17600(W) AD(       ) 3
 AN2138
 AN2138.Superseded values are not recommended for survey control.
 AN2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2138.See file dsdata.txt to determine how the superseded data were derived.
 AN2138
 AN2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3070139027(NAD 83)
 AN2138_MARKER: DS = TRIANGULATION STATION DISK
 AN2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2138
 AN2138  HISTORY     - Date     Condition        Report By
 AN2138  HISTORY     - 1952     MONUMENTED       CGS
 AN2138  HISTORY     - 1954     SEE DESCRIPTION  CGS
 AN2138  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN2138
 AN2138                          STATION DESCRIPTION
 AN2138
 AN2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2138'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BEEVILLE
 AN2138'AND 0.8 MILE SOUTH OF STATE HIGHWAY 202.  AND IS ON THE CHASE
 AN2138'AIRFIELD 0.3 MILE WEST OF THE OLD ADMINISTRATION BUILDING.
 AN2138'
 AN2138'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 181 AND STATE
 AN2138'HIGHWAY 202 NEAR THE SOUTH CITY LIMITS OF BEEVILLE, GO SOUTHEASTERLY
 AN2138'ON STATE HIGHWAY 202 FOR 5.1 MILES TO THE ENTRANCE OF CHASE
 AN2138'FIELD.  TURN RIGHT, SOUTH, AND GO ON THE MAIN ROAD FOR 0.35
 AN2138'MILE TO THE AZIMUTH MARK ON THE RIGHT, WEST SIDE OF ROAD.
 AN2138'CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 0.25 MILE TO
 AN2138'A SIDE ROAD RIGHT.  TURN RIGHT, WEST, ON A TRACK ROAD AND
 AN2138'GO 0.15 MILE TO THE STATION ON THE LEFT, SOUTH SIDE OF ROAD.
 AN2138'
 AN2138'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AN2138'POSTS.
 AN2138'
 AN2138'THE STATION MARK IS STAMPED CHASE 1952, AND IT PROJECTS
 AN2138'6 INCHES.  THE MARK IS LOCATED ABOUT 0.2 MILE WEST OF THE
 AN2138'OLD ADMINISTRATION BUILDING.  100 YARDS SOUTH OF BUILDING
 AN2138'1093.  22 FEET NORTHEAST OF A TREE WITH A TRIANGLE BLAZE
 AN2138'ON IT.  AND 9 FEET NORTH OF A WHITE WITNESS POST.
 AN2138'
 AN2138'REFERENCE MARK NO. 1 IS STAMPED CHASE NO 1 1952, AND IT
 AN2138'PROJECTS 6 INCHES.  THE MARK IS LOCATED 35 FEET NORTHEAST
 AN2138'OF THE CENTER OF A TRACK ROAD.
 AN2138'
 AN2138'REFERENCE MARK NO. 2 IS STAMPED CHASE NO 2 1952, AND IT
 AN2138'PROJECTS 6 INCHES.  THE MARK IS LOCATED 90 FEET SOUTHWEST
 AN2138'OF THE CENTER OF A TRACK ROAD AND 63 FEET WEST OF A TREE
 AN2138'WITH A TRIANGLE BLAZE ON IT.
 AN2138'
 AN2138'THE AZIMUTH MARK IS STAMPED CHASE 1952, AND IT PROJECTS
 AN2138'2 INCHES.  THE MARK IS LOCATED ABOUT 0.3 MILE NORTHEAST
 AN2138'OF THE STATION.  0.1 MILE NORTH OF THE OLD ADMINISTRATION
 AN2138'BUILDING.  130 FEET WEST OF THE WEST END OF BUILDING NO. 1040.
 AN2138'22 FEET WEST OF THE CENTER OF THE MAIN ROAD.  AND 5 FEET
 AN2138'SOUTH OF A WHITE WITNESS POST.
 AN2138'
 AN2138'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AN2138
 AN2138                          STATION RECOVERY (1954)
 AN2138
 AN2138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AN2138'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 AN2138'CONDITION.  CHASE 2 1954 WAS ESTABLISHED BY TRAVERSE FROM
 AN2138'THIS STATION AND IS SET IN THE LAWN OF THE ADMINISTRATION
 AN2138'BUILDING.
 AN2138'
 AN2138'ALL MARKS WERE REMOVED AND FORWARDED TO THE WASHINGTON OFFICE.
 AN2138
 AN2138                          STATION RECOVERY (1997)
 AN2138
 AN2138'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN2138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2133 ***********************************************************************
 AN2133  DESIGNATION -  CHASE 2
 AN2133  PID         -  AN2133
 AN2133  STATE/COUNTY-  TX/BEE
 AN2133  USGS QUAD   -  SKIDMORE (1979)
 AN2133
 AN2133                         *CURRENT SURVEY CONTROL
 AN2133  ___________________________________________________________________
 AN2133* NAD 83(1993)-  28 22 25.47504(N)    097 39 50.50526(W)     ADJUSTED  
 AN2133* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 AN2133  ___________________________________________________________________
 AN2133  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AN2133  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN2133
 AN2133  HORZ ORDER  -  THIRD
 AN2133
 AN2133.The horizontal coordinates were established by classical geodetic methods
 AN2133.and adjusted by the National Geodetic Survey in February 1996..
 AN2133.No horizontal observational check was made to the station.
 AN2133
 AN2133.The orthometric height was scaled from a topographic map.
 AN2133
 AN2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2133
 AN2133.The geoid height was determined by GEOID03.
 AN2133
 AN2133;                    North         East     Units Scale Factor Converg.
 AN2133;SPC TXSC     - 4,060,642.498   730,949.913   MT  1.00000277   +0 39 16.2
 AN2133;SPC TXSC     -13,322,291.26  2,398,124.84   sFT  1.00000277   +0 39 16.2
 AN2133;UTM  14      - 3,139,330.291   630,906.569   MT  0.99981149   +0 38 05.9
 AN2133
 AN2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2133!SPC TXSC     -   0.99999513  x   1.00000277  =   0.99999790
 AN2133!UTM  14      -   0.99999513  x   0.99981149  =   0.99980663
 AN2133
 AN2133|---------------------------------------------------------------------|
 AN2133| PID    Reference Object                     Distance      Geod. Az  |
 AN2133|                                                           dddmmss.s |
 AN2133| AN2134 CHASE 3                              96.825 METERS 05000     |
 AN2133| CV4531 CHASE 2 RM 2                          7.888 METERS 07342     |
 AN2133| AN2138 CHASE                               366.527 METERS 21445     |
 AN2133| AN2168 BEEVILLE MUNICIPAL TANK             APPROX.10.1 KM 2950447.5 |
 AN2133| CV4530 CHASE 2 RM 1                         11.820 METERS 34352     |
 AN2133| CV4529 CHASE 2 AZ MK                                      3590821.8 |
 AN2133|---------------------------------------------------------------------|
 AN2133
 AN2133                          SUPERSEDED SURVEY CONTROL
 AN2133
 AN2133  NAD 83(1986)-  28 22 25.48147(N)    097 39 50.48782(W) AD(       ) 3
 AN2133  NAD 27      -  28 22 24.48000(N)    097 39 49.50400(W) AD(       ) 3
 AN2133
 AN2133.Superseded values are not recommended for survey control.
 AN2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2133.See file dsdata.txt to determine how the superseded data were derived.
 AN2133
 AN2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3090739330(NAD 83)
 AN2133_MARKER: DS = TRIANGULATION STATION DISK
 AN2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2133
 AN2133  HISTORY     - Date     Condition        Report By
 AN2133  HISTORY     - 1954     MONUMENTED       CGS
 AN2133  HISTORY     - 1955     SEE DESCRIPTION  CGS
 AN2133  HISTORY     - 1958     SEE DESCRIPTION  USN
 AN2133  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN2133
 AN2133                          STATION DESCRIPTION
 AN2133
 AN2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AN2133'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BEEVILLE
 AN2133'0.5 MILE SOUTH OF U.S. HIGHWAY 59 AND ON THE LAWN OF THE
 AN2133'ADMINISTRATION BUILDING AT CHASE FIELD.
 AN2133'
 AN2133'TO REACH THE STATION FROM THE COURT HOUSE IN BEEVILLE, GO
 AN2133'SOUTHEAST ON U.S. HIGHWAY 59 FOR 5 MILES TO THE MAIN GATE
 AN2133'OF CHASE FIELD ON THE RIGHT.  TURN RIGHT, THROUGH GATE AND
 AN2133'FOLLOW PAVED STREET TO THE ADMINISTRATION BUILDING AND THE
 AN2133'STATION SITE ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM
 AN2133'THE MAIN GATE OF CHASE FIELD, GO SOUTH FOR 0.1 MILE TO A
 AN2133'Y-INTERSECTION AND THE MARK ON THE LEFT.
 AN2133'
 AN2133'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AN2133'POST FLUSH WITH THE SURFACE.  IT IS 0.1 MILE SOUTHWEST OF
 AN2133'A 6 STREET INTERSECTION, 146 FEET NORTH OF THE NORTHWEST
 AN2133'CORNER OF THE ADMINISTRATION BUILDING, 137 FEET SOUTH OF
 AN2133'A GRAVELED STREET AND 5 FEET SOUTH OF A WITNESS POST.  THE
 AN2133'MARK IS STAMPED CHASE 2 1954.
 AN2133'
 AN2133'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AN2133'CONCRETE POST FLUSH WITH THE SURFACE.  IT IS 100 FEET SOUTH
 AN2133'OF A GRAVELED ROAD AND 32 FEET NORTHEAST OF A WITNESS POST.
 AN2133'THE MARK IS STAMPED CHASE 2 R.M. 1 1954.
 AN2133'
 AN2133'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AN2133'CONCRETE POST FLUSH WITH THE SURFACE.  IT IS 141 FEET NORTH
 AN2133'OF THE NORTHWEST CORNER OF THE ADMINISTRATION BUILDING AND
 AN2133'6 FEET WEST OF LARGE BUSH.  THE MARK IS STAMPED CHASE 2
 AN2133'R.M. 2 1954.
 AN2133'
 AN2133'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AN2133'POST FLUSH WITH THE SURFACE.  IT IS 36 FEET SOUTHEAST OF
 AN2133'A Y-INTERSECTION, 11.5 FEET SOUTHWEST OF THE CENTER LINE OF
 AN2133'THE STREET LEADING FROM THE MAIN GATE, 4 FEET NORTH OF A
 AN2133'POWER POLE, 9 FEET NORTHWEST OF A WATER VALVE PIT AND 2 FEET
 AN2133'NORTH OF A WITNESS POST.  THE MARK IS STAMPED CHASE 2 1954.
 AN2133'
 AN2133'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AN2133
 AN2133                          STATION RECOVERY (1955)
 AN2133
 AN2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 AN2133'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 AN2133'DESCRIBED.  CHASE 3 1955 WAS ESTABLISHED 317.675 FEET NORTH
 AN2133'EAST OF THE STATION DUE TO A REPORT THAT CHASE 2 WAS TO BE
 AN2133'DESTROYED.  THERE IS SOME DOUBT THAT CHASE 2 WILL BE DISTURBED
 AN2133'AND ALL MARKS WERE LEFT IN PLACE.
 AN2133
 AN2133                          STATION RECOVERY (1958)
 AN2133
 AN2133'RECOVERY NOTE BY US NAVY 1958
 AN2133'REFERENCE TO LETTER DATED 6 OCTOBER 1958 FROM U.S. NAVAL
 AN2133'AUXILIARY AIR STATION, CHASE FIELD, BEEVILLE, TEXAS.
 AN2133'
 AN2133'STATION MARK APPARENTLY DESTROYED DUE TO CONSTRUCTION OF A
 AN2133'ROAD.
 AN2133'
 AN2133'AZIMUTH MARK WAS DESTROYED DUE TO NEW CONSTRUCTION.
 AN2133'
 AN2133'REFERENCE MARK NO. 1 WAS LOCATED IN PLACE.
 AN2133'
 AN2133'REFERENCE MARK NO. 2 APPARENTLY DESTROYED DUE TO CONSTRUCTION.
 AN2133
 AN2133                          STATION RECOVERY (1997)
 AN2133
 AN2133'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN2133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2134 ***********************************************************************
 AN2134  DESIGNATION -  CHASE 3
 AN2134  PID         -  AN2134
 AN2134  STATE/COUNTY-  TX/BEE
 AN2134  USGS QUAD   -  SKIDMORE (1979)
 AN2134
 AN2134                         *CURRENT SURVEY CONTROL
 AN2134  ___________________________________________________________________
 AN2134* NAD 83(1993)-  28 22 27.49654(N)    097 39 47.78091(W)     ADJUSTED  
 AN2134* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 AN2134  ___________________________________________________________________
 AN2134  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AN2134  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN2134
 AN2134  HORZ ORDER  -  THIRD
 AN2134
 AN2134.The horizontal coordinates were established by classical geodetic methods
 AN2134.and adjusted by the National Geodetic Survey in February 1996..
 AN2134.No horizontal observational check was made to the station.
 AN2134
 AN2134.The orthometric height was scaled from a topographic map.
 AN2134
 AN2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2134
 AN2134.The geoid height was determined by GEOID03.
 AN2134
 AN2134;                    North         East     Units Scale Factor Converg.
 AN2134;SPC TXSC     - 4,060,705.573   731,023.375   MT  1.00000260   +0 39 17.6
 AN2134;SPC TXSC     -13,322,498.20  2,398,365.86   sFT  1.00000260   +0 39 17.6
 AN2134;UTM  14      - 3,139,393.330   630,980.039   MT  0.99981173   +0 38 07.2
 AN2134
 AN2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2134!SPC TXSC     -   0.99999513  x   1.00000260  =   0.99999773
 AN2134!UTM  14      -   0.99999513  x   0.99981173  =   0.99980687
 AN2134
 AN2134|---------------------------------------------------------------------|
 AN2134| PID    Reference Object                     Distance      Geod. Az  |
 AN2134|                                                           dddmmss.s |
 AN2134| CV4532 CHASE 3 RM 1                         15.140 METERS 04007     |
 AN2134| CV4533 CHASE 3 RM 2                         18.655 METERS 13015     |
 AN2134| AN2133 CHASE 2                              96.825 METERS 23000     |
 AN2134|---------------------------------------------------------------------|
 AN2134
 AN2134                          SUPERSEDED SURVEY CONTROL
 AN2134
 AN2134  NAD 83(1986)-  28 22 27.50296(N)    097 39 47.76348(W) AD(       ) 3
 AN2134  NAD 27      -  28 22 26.50200(N)    097 39 46.78000(W) AD(       ) 3
 AN2134
 AN2134.Superseded values are not recommended for survey control.
 AN2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2134.See file dsdata.txt to determine how the superseded data were derived.
 AN2134
 AN2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3098039393(NAD 83)
 AN2134_MARKER: DS = TRIANGULATION STATION DISK
 AN2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2134
 AN2134  HISTORY     - Date     Condition        Report By
 AN2134  HISTORY     - 1955     MONUMENTED       CGS
 AN2134  HISTORY     - 1958     GOOD             USN
 AN2134  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN2134
 AN2134                          STATION DESCRIPTION
 AN2134
 AN2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 AN2134'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BEEVILLE,
 AN2134'0.5 MILE SOUTH OF U.S. HIGHWAY NO. 59 AND IN THE EAST POINT
 AN2134'OF A 6 POINT INTERSECTION AT THE NORTHEAST SIDE OF THE
 AN2134'ADMINISTRATION BUILDING AT CHASE FIELD.
 AN2134'
 AN2134'TO REACH THE STATION FROM THE COURT HOUSE IN BEEVILLE, GO
 AN2134'SOUTHEAST ON U.S. HIGHWAY NO. 59 FOR 5 MILES TO THE MAIN
 AN2134'GATE OF CHASE FIELD ON THE RIGHT.  TURN RIGHT THROUGH THE
 AN2134'GATE AND FOLLOW THE MAIN PAVED ROAD 0.5 MILE TO THE 6 POINT
 AN2134'INTERSECTION AND THE STATION ON THE LEFT OPPOSITE THE
 AN2134'ADMINISTRATION BUILDING.  TO REACH THE AZIMUTH MARK FROM THE
 AN2134'MAIN GATE, GO SOUTH 0.1 MILE TO A Y INTERSECTION AND THE
 AN2134'MARK ON THE LEFT.
 AN2134'
 AN2134'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AN2134'POST FLUSH WITH THE SURFACE.  IT IS 12.2 FEET EAST OF THE CENTER
 AN2134'OF THE CONCRETE MANHOLE COVER, 19.75 FEET NORTH OF THE NORTH
 AN2134'EDGE OF THE EAST-WEST CONCRETE WALK, 18.75 FEET WEST OF THE
 AN2134'WEST EDGE OF THE NORTH-SOUTH WALK AND IN LINE WITH THE ROW
 AN2134'OF SMALL TREES LEADING BOTH NORTHEAST AND SOUTHEAST.  IT
 AN2134'IS ABOUT 150 YARDS NORTH EAST OF THE ADMINISTRATION BUILDING.
 AN2134'THE MARK IS STAMPED CHASE 3 1955.
 AN2134'
 AN2134'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE
 AN2134'POST, FLUSH WITH THE SURFACE, 25 FEET NORTHEAST OF THE EAST
 AN2134'EDGE OF THE NORTH-SOUTH WALK, 20 FEET NORTHWEST OF THE NORTH
 AN2134'EDGE OF THE EAST-WEST WALK AND 6 FEETWEST OF THE WEST TREE
 AN2134'IN THE ROW EXTENDING TO THE NORTHEAST.  THE MARK IS STAMPED
 AN2134'CHASE 3 1955 NO 1.
 AN2134'
 AN2134'REFERENCE NO. 2 IS A STANDARD DISK SET IN A CONCRETE POST,
 AN2134'FLUSH WITH THE SURFACE, 35 FEET SOUTH OF THE SOUTH EDGE
 AN2134'OF THE EAST-WEST WALK, 16 FEET WEST OF THE WEST EDGE OF THE
 AN2134'NORTH-SOUTH WALK AND 6 FEET NORTH OF THE NORTH TREE IN THE
 AN2134'ROW EXTENDING TO THE SOUTHEAST.  THE MARK IS STAMPED CHASE
 AN2134'3 1955 NO. 2.
 AN2134'
 AN2134'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE POST
 AN2134'ABOUT 3 INCHES BELOW THE SURFACE, STAMPED CHASE 2 1954.
 AN2134'11.5 FEET EAST OF THE CENTERLINE OF THE MAIN ENTRANCE ROAD,
 AN2134'4 FEET NORTH OF A POWER POLE, 9 FEET NORTHWEST OF A WATER
 AN2134'VALVE PIT AND 2 FEET NORTH OF A 4 X 4 WITNESS POST.
 AN2134
 AN2134                          STATION RECOVERY (1958)
 AN2134
 AN2134'RECOVERY NOTE BY US NAVY 1958
 AN2134'REFERENCE TO LETTER DATED 6 OCTOBER 1958 FROM U.S. NAVAL
 AN2134'AUXILIARY AIR STATION, CHASE FIELD, BEEVILLE, TEXAS.
 AN2134'
 AN2134'STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 LOCATED
 AN2134'IN PLACE.
 AN2134
 AN2134                          STATION RECOVERY (1997)
 AN2134
 AN2134'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN2134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2136 ***********************************************************************
 AN2136  DESIGNATION -  CHASE FIELD BEACON
 AN2136  PID         -  AN2136
 AN2136  STATE/COUNTY-  TX/BEE
 AN2136  USGS QUAD   -  SKIDMORE (1979)
 AN2136
 AN2136                         *CURRENT SURVEY CONTROL
 AN2136  ___________________________________________________________________
 AN2136* NAD 83(1993)-  28 22 07.72649(N)    097 39 39.37542(W)     ADJUSTED  
 AN2136* NAVD 88     -                                                        
 AN2136  ___________________________________________________________________
 AN2136  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AN2136  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN2136
 AN2136  HORZ ORDER  -  THIRD
 AN2136
 AN2136.The horizontal coordinates were established by classical geodetic methods
 AN2136.and adjusted by the National Geodetic Survey in February 1996..
 AN2136
 AN2136
 AN2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2136
 AN2136.The geoid height was determined by GEOID03.
 AN2136
 AN2136;                    North         East     Units Scale Factor Converg.
 AN2136;SPC TXSC     - 4,060,099.611   731,259.192   MT  1.00000420   +0 39 21.7
 AN2136;SPC TXSC     -13,320,510.14  2,399,139.53   sFT  1.00000420   +0 39 21.7
 AN2136;UTM  14      - 3,138,787.403   631,215.603   MT  0.99981249   +0 38 10.8
 AN2136
 AN2136                          SUPERSEDED SURVEY CONTROL
 AN2136
 AN2136  NAD 83(1986)-  28 22 07.73286(N)    097 39 39.35842(W) AD(       ) 4
 AN2136  NAD 27      -  28 22 06.73100(N)    097 39 38.37600(W) AD(       ) 3
 AN2136
 AN2136.Superseded values are not recommended for survey control.
 AN2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2136.See file dsdata.txt to determine how the superseded data were derived.
 AN2136
 AN2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3121638787(NAD 83)
 AN2136_MARKER: 21 = AIRPORT BEACON
 AN2136
 AN2136  HISTORY     - Date     Condition        Report By
 AN2136  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2136  HISTORY     - 1958     GOOD             USN
 AN2136  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN2136
 AN2136                          STATION DESCRIPTION
 AN2136
 AN2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2136'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF BEEVILLE
 AN2136'AT CHASE FIELD.
 AN2136'
 AN2136'THE POINT LOCATED WAS THE CENTER OF THE LIGHT THAT IS MOUNTED
 AN2136'ATOP THE SOUTH EDGE OF THE CONTROL TOWER WHICH IS AT THE
 AN2136'SOUTHEAST CORNER OF THE HANGER.
 AN2136'
 AN2136'THE LIGHT REVOLVES AND FLASHES WHITE AND GREEN ALTERNATELY.
 AN2136
 AN2136                          STATION RECOVERY (1958)
 AN2136
 AN2136'RECOVERY NOTE BY US NAVY 1958
 AN2136'STANDING UNCHANGED.
 AN2136'
 AN2136'REFERENCE TO LETTER DATED 6 OCTOBER 1958 FROM U.S. NAVAL
 AN2136'AUXILIARY AIR STATION, CHASE FIELD, BEEVILLE, TEXAS.
 AN2136
 AN2136                          STATION RECOVERY (1997)
 AN2136
 AN2136'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN2136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0007 ***********************************************************************
 CV0007  DESIGNATION -  CHASSIS
 CV0007  PID         -  CV0007
 CV0007  STATE/COUNTY-  TX/GAINES
 CV0007  USGS QUAD   -  MC KENZIE LAKE (1970)
 CV0007
 CV0007                         *CURRENT SURVEY CONTROL
 CV0007  ___________________________________________________________________
 CV0007* NAD 83(1993)-  32 41 49.35466(N)    102 15 29.31263(W)     ADJUSTED  
 CV0007* NAVD 88     -       949.245  (meters)    3114.31   (feet)  ADJUSTED  
 CV0007  ___________________________________________________________________
 CV0007  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 CV0007  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CV0007  DYNAMIC HT  -         947.975 (meters)    3110.15  (feet)  COMP
 CV0007  MODELED GRAV-     979,267.1   (mgal)                       NAVD 88
 CV0007
 CV0007  HORZ ORDER  -  FIRST
 CV0007  VERT ORDER  -  SECOND    CLASS 0
 CV0007
 CV0007.The horizontal coordinates were established by classical geodetic methods
 CV0007.and adjusted by the National Geodetic Survey in February 1996..
 CV0007
 CV0007.The orthometric height was determined by differential leveling
 CV0007.and adjusted by the National Geodetic Survey in June 1991..
 CV0007
 CV0007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0007
 CV0007.The geoid height was determined by GEOID03.
 CV0007
 CV0007.The dynamic height is computed by dividing the NAVD 88
 CV0007.geopotential number by the normal gravity value computed on the
 CV0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0007.degrees latitude (g = 980.6199 gals.).
 CV0007
 CV0007.The modeled gravity was interpolated from observed gravity values.
 CV0007
 CV0007;                    North         East     Units Scale Factor Converg.
 CV0007;SPC TXNC     - 2,120,560.498   247,707.468   MT  0.99989165   -2 02 58.8
 CV0007;SPC TXNC     - 6,957,205.57    812,686.92   sFT  0.99989165   -2 02 58.8
 CV0007;UTM  13      - 3,621,025.884   757,045.847   MT  1.00041480   +1 28 55.0
 CV0007
 CV0007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0007!SPC TXNC     -   0.99985466  x   0.99989165  =   0.99974633
 CV0007!UTM  13      -   0.99985466  x   1.00041480  =   1.00026940
 CV0007
 CV0007:                Primary Azimuth Mark                     Grid Az
 CV0007:SPC TXNC     -  CHASSIS AZ MK                            073 27 16.1
 CV0007:UTM  13      -  CHASSIS AZ MK                            069 55 22.3
 CV0007
 CV0007|---------------------------------------------------------------------|
 CV0007| PID    Reference Object                     Distance      Geod. Az  |
 CV0007|                                                           dddmmss.s |
 CV0007| CH8582 CHASSIS AZ MK                                      0712417.3 |
 CV0007| CV0776 SAND ET                             APPROX.10.6 KM 0852135.3 |
 CV0007| CV0008 CHASSIS RM 1                         34.762 METERS 08604     |
 CV0007| CV0009 CHASSIS RM 2                         18.836 METERS 17012     |
 CV0007| CV0006 R 443                                              2844901.0 |
 CV0007|---------------------------------------------------------------------|
 CV0007
 CV0007                          SUPERSEDED SURVEY CONTROL
 CV0007
 CV0007  NAD 83(1986)-  32 41 49.36379(N)    102 15 29.30612(W) AD(       ) 1
 CV0007  NAD 27      -  32 41 49.01600(N)    102 15 27.69500(W) AD(       ) 1
 CV0007  NGVD 29 (??/??/92)  948.926  (m)         3113.27   (f) ADJ UNCH    2 0
 CV0007
 CV0007.Superseded values are not recommended for survey control.
 CV0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0007.See file dsdata.txt to determine how the superseded data were derived.
 CV0007
 CV0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS5704621026(NAD 83)
 CV0007_MARKER: DS = TRIANGULATION STATION DISK
 CV0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0007_STAMPING: CHASSIS 1935
 CV0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0007+STABILITY: SURFACE MOTION
 CV0007
 CV0007  HISTORY     - Date     Condition        Report By
 CV0007  HISTORY     - 1935     MONUMENTED       CGS
 CV0007  HISTORY     - 1938     GOOD             TXHD
 CV0007  HISTORY     - 1950     GOOD             NGS
 CV0007  HISTORY     - 1952     GOOD             PHILIP
 CV0007  HISTORY     - 1959     GOOD             CGS
 CV0007  HISTORY     - 1961     GOOD             LOCENG
 CV0007  HISTORY     - 1968     GOOD             USGS
 CV0007  HISTORY     - 1968     GOOD             CGS
 CV0007  HISTORY     - 1969     GOOD             CGS
 CV0007  HISTORY     - 1969     GOOD             CGS
 CV0007  HISTORY     - 1975     GOOD             NGS
 CV0007  HISTORY     - 1975     GOOD             NGS
 CV0007
 CV0007                          STATION DESCRIPTION
 CV0007
 CV0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0007'THIS STATION IS ABOUT 17 MILES AIRLINE W OF LAMESA, AND 4-1/2
 CV0007'MILES AIRLINE WSW OF THE LEE POST OFFICE.  IT IS LOCATED ON THE
 CV0007'TOP OF A PROMINENT BRUSH COVERED HILL WHICH IS 1/4 MILE S OF
 CV0007'STATE HIGHWAY 83, 0.1 MILE ESE OF AN OLD RUSTY CAR CHASSIS, 100
 CV0007'YARDS E OF A PLANE TRACK ROAD AND A WIRE FENCE AND MARK PROJECTS
 CV0007'8 INCHES.
 CV0007'
 CV0007'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0007'BRONZE DISKS SET IN CONCRETE.
 CV0007'
 CV0007'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 6 INCHES.
 CV0007'
 CV0007'REFERENCE MARK NO. 2 IS S OF THE STATION AND PROJECTS 6 INCHES.
 CV0007'
 CV0007'BENCH MARK 443 (USED AS AZIMUTH MARK) IS WNW OF THE STATION,
 CV0007'40 FEET N OF THE CENTER LINE OF STATE HIGHWAY 83 AND PROJECTS
 CV0007'4 INCHES.
 CV0007'
 CV0007'STATION IS REACHED FROM THE LEE POST OFFICE, WHICH IS 14 MILES
 CV0007'W OF LAMESA ON STATE HIGHWAY 83, BY DRIVING W ON THE HIGHWAY
 CV0007'FOR 4.5 MILES TO A POINT WHERE THE HIGHWAY CURVES TO THE RIGHT.
 CV0007'LEAVE THE HIGHWAY, TURN S THROUGH A WIRE GATE AND FOLLOW A
 CV0007'SANDY TRACK ROAD ON THE E SIDE OF A WIRE FENCE FOR 0.2 MILE
 CV0007'TO A CAR CHASSIS ON THE LEFT SIDE OF THE ROAD.  LEAVE THE TRACK
 CV0007'ROAD HERE AND DRIVE ESE ACROSS COUNTRY FOR 0.1 MILE TO TOP OF
 CV0007'HILL AND STATION.
 CV0007'
 CV0007'A 25-FOOT STAND WILL CLEAR ALL LINES.
 CV0007
 CV0007                          STATION RECOVERY (1938)
 CV0007
 CV0007'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0007'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CV0007'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CV0007
 CV0007                          STATION RECOVERY (1950)
 CV0007
 CV0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 CV0007'19.5 MI W FROM LAMESA.
 CV0007'IN GAINES COUNTY, 19.5 MILES WEST ALONG STATE HIGHWAY 15 FROM LAMESA,
 CV0007'DAWSON COUNTY, 3.2 MILES WEST OF THE DAWSON-GAINES COUNTY LINE, ON THE
 CV0007'TOP OF A BRUSH-COVERED KNOLL, 735 FEET SOUTH ALONG A FENCE FROM A
 CV0007'FENCE CORNER ON THE SOUTH SIDE OF THE HIGHWAY, AND ABOUT 350 FEET EAST
 CV0007'OF THE FENCE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED CHASSIS
 CV0007'1935 AND SET IN THE TOP OF A CONCRETE POST.
 CV0007
 CV0007                          STATION RECOVERY (1952)
 CV0007
 CV0007'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1952 (CTA)
 CV0007'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CV0007'AZIMUTH MARK WAS DESTROYED IN WIDENING ROAD.  STATION IS
 CV0007'LOCATED 17 MI. W OF LAMESA.
 CV0007
 CV0007                          STATION RECOVERY (1959)
 CV0007
 CV0007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 CV0007'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CV0007'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CV0007'STATION SITE ARE CORRECT.
 CV0007
 CV0007                          STATION RECOVERY (1961)
 CV0007
 CV0007'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 CV0007'STATION RECOVERED BY CITIES PETROL CO.
 CV0007'
 CV0007'STATION IN GOOD CONDITION.  REFERENCE MARK NO. 1 IS GONE.  BENCH
 CV0007'MARK 443 (AZIMUTH) HAS BEEN DISTURBED.
 CV0007
 CV0007                          STATION RECOVERY (1968)
 CV0007
 CV0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 CV0007'THE STATION IS LOCATED SOUTH 85 DEG WEST ABOUT 18.1 MILES AIRLINE
 CV0007'FROM LAMESA, TEXAS ON TOP A PROMINENT HILL 0.25 MILE SOUTH OF
 CV0007'U.S. HIGHWAY 180.
 CV0007'
 CV0007'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 180 IN
 CV0007'LAMESA, GO 18.3 MILES WEST ON U.S. HIGHWAY 180, TURN LEFT AND GO
 CV0007'0.25 MILE SOUTH ON TRACK ROAD ALONG THE EAST SIDE OF A FENCE TO TOP
 CV0007'OF RIDGE AND THE STATION SITE ABOUT 300 FEET EAST.
 CV0007'
 CV0007'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 CV0007'PROJECTING 0.7 FOOT AND STAMPED CHASSIS 1935.
 CV0007'
 CV0007'REFERENCE MARK NO. 1--A USC AND GS BRONZE DISK SET IN A CONCRETE
 CV0007'POST FLUSH WITH THE GROUND AND STAMPED CHASSIS 1935 RM NO. 1.
 CV0007'
 CV0007'REFERENCE MARK NO. 2--A USC AND GS BRONZE DISK SET IN A CONCRETE
 CV0007'POST PROJECTING 0.4 FOOT AND STAMPED CHASSIS 1935 RM NO. 2
 CV0007'
 CV0007'STATION SAND ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 CV0007'THE AZIMUTH MARK.
 CV0007
 CV0007                          STATION RECOVERY (1968)
 CV0007
 CV0007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0007'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CV0007'IN GOOD CONDITION.  AZIMUTH MARK (BENCH MARK R 443 1934) WAS
 CV0007'NOT FOUND.  IT IS BELIEVED THE MARK HAS BEEN DESTROYED AS THE
 CV0007'ROAD RIGHT-OF-WAY IS BEING CULTIVATED.
 CV0007'
 CV0007'TO REACH STATION FROM THE COURT HOUSE IN LAMESA, GO WEST ON
 CV0007'U.S. HIGHWAY 180 FOR 13.2 MILES TO THE SAND POST OFFICE ON
 CV0007'THE RIGHT.  CONTINUE ON THE HIGHWAY 5.15 MILES TO A GATE AND
 CV0007'TRACK ROAD ON THE LEFT.  PASS THROUGH GATE AND FOLLOW THE
 CV0007'TRACK ROAD SOUTH 0.25 MILE, THENCE LEAVE ROAD, GO UPHILL, EAST,
 CV0007'0.1 MILE TO TOP OF HILL AND STATION.
 CV0007'
 CV0007'STATION MARK, A STANDARD DISK, STAMPED CHASSIS 1935 IS SET IN A
 CV0007'12 IN X 12 IN CONCRETE POST WHICH PROJECTS 1 FOOT ABOVE GROUND.
 CV0007'IT IS 1 FOOT WEST OF A METAL WITNESS POST.  REFERENCE MARK NO.
 CV0007'1 IS ON THE EAST SLOPE OF HILL.  IT IS 1 FOOT NORTH OF A METAL
 CV0007'WITNESS POST.  REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND
 CV0007'ABOUT SAME ELEVATION.
 CV0007'
 CV0007'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 17
 CV0007'MILES AIRLINE WEST OF LAMESA.
 CV0007
 CV0007                          STATION RECOVERY (1969)
 CV0007
 CV0007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CV0007'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 CV0007'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CV0007'(BENCH MARK R 443 1934) WAS SEARCHED FOR BUT NOT FOUND AND WAS
 CV0007'ASSUMED DESTROYED WHEN HIGHWAY WAS WIDENED.  THE DIRECTION
 CV0007'BETWEEN THE REFERENCE MARKS FAILED TO CHECK BY 3 MINUTES.  THE
 CV0007'DISTANCE TO REFERENCE MARK NO. 1 CHECKED BUT THE DISTANCE TO
 CV0007'REFERENCE MARK NO. 2 FAILED TO CHECK BY -0.06 FEET.
 CV0007'
 CV0007'A NEW AZIMUTH MARK WAS SET.
 CV0007'
 CV0007'FOLLOWING IS A COMPLETE DESCRIPTION.
 CV0007'
 CV0007'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62,
 CV0007'180, AND 385 IN SEMINOLE, GO EAST ON U.S. HIGHWAY 180 FOR 13.3
 CV0007'MILES TO THE JUNCTION OF FARM ROAD 303.  CONTINUE EAST ON U.S.
 CV0007'HIGHWAY 180 FOR 5.3 MILES TO A ROAD SIDE PARK ON THE RIGHT.
 CV0007'CONTINUE EAST ON U.S. HIGHWAY 180 FOR 3.7 MILES TO A SAND ROAD ON
 CV0007'THE RIGHT.  (CONTINUE EAST ON U.S. HIGHWAY 180 FOR 1.05 MILES
 CV0007'TO A SIDE ROAD, WINDMILL, AND THE AZIMUTH MARK ON THE LEFT.)
 CV0007'TURN RIGHT AND GO SOUTH ALONG THE EAST SIDE OF A FENCE ON A
 CV0007'TRACK ROAD FOR 0.2 MILE, THEN TURN LEFT AND GO EAST FOR 0.05
 CV0007'MILE TO TOP OF HILL AND THE STATION.
 CV0007'
 CV0007'STATION MARK, A STANDARD DISK STAMPED CHASSIS 1935, IS SET IN
 CV0007'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 14 INCHES.  IT
 CV0007'IS 2 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 CV0007'WAS NOT INSPECTED.
 CV0007'
 CV0007'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHASSIS NO. 1
 CV0007'1935, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 CV0007'1 INCH.  IT IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 CV0007'
 CV0007'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHASSIS NO. 2
 CV0007'1935, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 CV0007'15 INCHES.
 CV0007'
 CV0007'AZIMUTH MARK, A STANDARD DISK STAMPED CHASSIS 1935 1969, IS
 CV0007'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 CV0007'SURFACE OF THE GROUND.  IT IS 87 FEET WEST OF THE ROAD LEADING
 CV0007'NORTH, 62.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 180, 55.5
 CV0007'FEET SOUTHWEST OF A WELL PUMP, 1.5 FEET WEST OF A METAL WITNESS
 CV0007'POST, AND 1 FOOT SOUTH OF A GATE POST AND FENCE.
 CV0007'
 CV0007'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 17 MILES
 CV0007'WEST OF LAMESA.
 CV0007
 CV0007                          STATION RECOVERY (1969)
 CV0007
 CV0007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CV0007'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH MARK
 CV0007'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1969
 CV0007'RECOVERY NOTE DESCRIPTION.
 CV0007'
 CV0007'THE STATION WAS OCCUPIED TO DETERMINE THE AZIMUTH TO AZIMUTH
 CV0007'MARK BY OBSERVATIONS ON POLARIS.
 CV0007'
 CV0007'AN ALTERNATE ROUTE TO REACH STATION IS AS FOLLOWS--TO REACH
 CV0007'STATION FROM THE COURT HOUSE IN LAMESA, GO WEST ON U.S. HIGHWAY
 CV0007'180 FOR 13.2 MILES TO THE SAND POST OFFICE ON THE RIGHT.
 CV0007'CONTINUE ON THE HIGHWAY 4.1 MILES TO AZIMUTH MARK ON THE RIGHT.
 CV0007'CONTINUE ON THE HIGHWAY 1.05 MILES TO A GATE AND TRACK ROAD ON
 CV0007'THE LEFT.  PASS THROUGH GATE AND FOLLOW TRACK ROAD SOUTH 0.25
 CV0007'MILE, THENCE GO EAST, UP HILL, 0.1 MILE TO THE STATION.
 CV0007'
 CV0007'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 17 MILES
 CV0007'WEST OF LAMESA
 CV0007
 CV0007                          STATION RECOVERY (1975)
 CV0007
 CV0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0007'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 CV0007'RECOVERED.  THE DIRECTION TO REFERENCE MARKS 1 AND 2 CHECKED THE
 CV0007'1969 DATA AS COMPARED TO THE AZIMUTH MARK.  NO CHECK WAS POSSIBLE
 CV0007'FOR THE DIRECTION TO THE AZIMUTH MARK.  A DIFFERENCE OF 0.07 FEET
 CV0007'OR 0.021 METERS SHORTER IN THE DISTANCE TO REFERENCE MARK 1 WAS
 CV0007'NOTED.  A DIFFERENCE OF 0.06 FEET OR 0.018 METERS SHORTER IN THE
 CV0007'DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 WAS NOTED.  THE
 CV0007'DISTANCE TO REFERENCE MARK 2 CHECKED THE 1969 DATA.  FOLLOWING
 CV0007'IS A NEW DESCRIPTION.
 CV0007'
 CV0007'THE STATION IS ABOUT 22-1/2 MILES EAST OF SEMINOLE, 18 MILES WEST
 CV0007'OF LAMESA, 0.2 MILE SOUTH OF U.S. HIGHWAY AND ON PROPERTY OWNED BY
 CV0007'C.H. DODSON JR. OF EL PASO, TELEPHONE NUMBER 915-584-9886.
 CV0007'
 CV0007'TO REACH THE STATION FROM THE COURTHOUSE IN SEMINOLE, GO EAST ON
 CV0007'U.S. HIGHWAY 180 FOR 12.8 MILES TO THE JUNCTION OF FARM
 CV0007'303.  CONTINUE EAST ON HIGHWAY 180 FOR 7.1 MILES TO A CROSSROAD AT
 CV0007'THE SUMMIT OF A GRADE.  CONTINUE EAST ON HIGHWAY 180 FOR 2.55
 CV0007'MILES TO A GATE ON THE RIGHT AND THE AZIMUTH MARK ON THE
 CV0007'LEFT.  TURN RIGHT, PASSING THROUGH THE GATE AND GO SOUTHWEST
 CV0007'ACROSS A PASTURE FOR 1.0 MILE TO THE HIGHEST POINT AND THE
 CV0007'STATION.
 CV0007'
 CV0007'STATION MARK IS A STANDARD DISK, STAMPED CHASSIS 1935, SET IN THE
 CV0007'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 18 INCHES
 CV0007'ABOVE THE GROUND.  IT IS 114.0 FEET WEST OF A METAL WITNESS POST
 CV0007'NEAR REFERENCE MARK 1 AND 2.2 FEET SOUTH OF A METAL WITNESS POST
 CV0007'NEAR THE STATION.
 CV0007'
 CV0007'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHASSIS 1935 NO 1,
 CV0007'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS
 CV0007'FLUSH WITH THE GROUND.  IT IS 114.0 FEET EAST OF THE WITNESS POST
 CV0007'NEAR THE STATION AND 1.0 FOOT SOUTH OF THE WITNESS POST NEAR THIS
 CV0007'MARK.
 CV0007'
 CV0007'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHASSIS 1935 NO 2,
 CV0007'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 CV0007'PROJECTS 24 INCHES ABOVE THE GROUND.  IT IS 124.0 FEET SOUTHWEST OF
 CV0007'THE WITNESS POST NEAR REFERENCE MARK 1 AND 63.6 FEET SOUTH OF THE
 CV0007'WITNESS POST NEAR THE STATION.
 CV0007'
 CV0007'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHASSIS 1935 1969, SET IN
 CV0007'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS 4
 CV0007'INCHES BELOW THE GROUND SURFACE.  IT IS 62.0 FEET NORTH OF THE
 CV0007'CENTER OF U.S. HIGHWAY 180, 1.7 FEET SOUTH OF A FENCE AND 1.4 FEET
 CV0007'WEST OF A METAL WITNESS POST.
 CV0007'
 CV0007'HEIGHT OF LIGHT ABOVE STATION MARK 46.2 FEET.
 CV0007'
 CV0007'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CV0007'18 MILES WEST OF LAMESA.
 CV0007
 CV0007                          STATION RECOVERY (1975)
 CV0007
 CV0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CV0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0008 ***********************************************************************
 CV0008  DESIGNATION -  CHASSIS RM 1
 CV0008  PID         -  CV0008
 CV0008  STATE/COUNTY-  TX/GAINES
 CV0008  USGS QUAD   -  MC KENZIE LAKE (1970)
 CV0008
 CV0008                         *CURRENT SURVEY CONTROL
 CV0008  ___________________________________________________________________
 CV0008* NAD 83(1986)-  32 41 49.     (N)    102 15 29.     (W)     SCALED    
 CV0008* NAVD 88     -       948.285  (meters)    3111.16   (feet)  ADJUSTED  
 CV0008  ___________________________________________________________________
 CV0008  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CV0008  DYNAMIC HT  -         947.015 (meters)    3107.00  (feet)  COMP
 CV0008  MODELED GRAV-     979,267.1   (mgal)                       NAVD 88
 CV0008
 CV0008  VERT ORDER  -  SECOND    CLASS 0
 CV0008
 CV0008.The horizontal coordinates were scaled from a topographic map and have
 CV0008.an estimated accuracy of +/- 6 seconds.
 CV0008
 CV0008.The orthometric height was determined by differential leveling
 CV0008.and adjusted by the National Geodetic Survey in June 1991..
 CV0008
 CV0008.The geoid height was determined by GEOID03.
 CV0008
 CV0008.The dynamic height is computed by dividing the NAVD 88
 CV0008.geopotential number by the normal gravity value computed on the
 CV0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0008.degrees latitude (g = 980.6199 gals.).
 CV0008
 CV0008.The modeled gravity was interpolated from observed gravity values.
 CV0008
 CV0008;                    North         East    Units  Estimated Accuracy
 CV0008;SPC TXNC     - 2,120,550.      247,720.      MT  (+/- 180 meters Scaled)
 CV0008
 CV0008                          SUPERSEDED SURVEY CONTROL
 CV0008
 CV0008  NGVD 29 (??/??/92)  947.966  (m)         3110.12   (f) ADJ UNCH    2 0
 CV0008
 CV0008.Superseded values are not recommended for survey control.
 CV0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0008.See file dsdata.txt to determine how the superseded data were derived.
 CV0008
 CV0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS570210(NAD 83)
 CV0008_MARKER: DR = REFERENCE MARK DISK
 CV0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0008_STAMPING: CHASSIS NO 1 1935
 CV0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0008+STABILITY: SURFACE MOTION
 CV0008
 CV0008  HISTORY     - Date     Condition        Report By
 CV0008  HISTORY     - 1935     MONUMENTED       CGS
 CV0008  HISTORY     - 1939     GOOD             NGS
 CV0008  HISTORY     - 1950     GOOD             NGS
 CV0008  HISTORY     - 1975     GOOD             NGS
 CV0008
 CV0008                          STATION DESCRIPTION
 CV0008
 CV0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 CV0008'19.5 MI W FROM LAMESA.
 CV0008'TO REACH MARK, GO WESTWARD ALONG STATE HIGHWAY NO. 15 FROM THE
 CV0008'GAINES-DAWSON COUNTY LINE FOR 3.23 MILES, TO A FENCE CORNER ON THE
 CV0008'SOUTH SIDE OF THE HIGHWAY.  THENCE SOUTH ALONG THE FENCE LINE FOR 224
 CV0008'METERS.  THENCE EAST-SOUTHEAST FOR 106 METERS TO THE TOP OF A BRUSH
 CV0008'COVERED KNOLL, WHERE THE TRIANGULATION STA. WILL BE FOUND, THENCE EAST
 CV0008'114 FEET WHERE THE R.M. IS LOCATED.
 CV0008
 CV0008                          STATION RECOVERY (1950)
 CV0008
 CV0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 CV0008'RECOVERED IN GOOD CONDITION.
 CV0008
 CV0008                          STATION RECOVERY (1975)
 CV0008
 CV0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CV0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0009 ***********************************************************************
 CV0009  DESIGNATION -  CHASSIS RM 2
 CV0009  PID         -  CV0009
 CV0009  STATE/COUNTY-  TX/GAINES
 CV0009  USGS QUAD   -  MC KENZIE LAKE (1970)
 CV0009
 CV0009                         *CURRENT SURVEY CONTROL
 CV0009  ___________________________________________________________________
 CV0009* NAD 83(1986)-  32 41 49.     (N)    102 15 29.     (W)     SCALED    
 CV0009* NAVD 88     -       949.259  (meters)    3114.36   (feet)  ADJUSTED  
 CV0009  ___________________________________________________________________
 CV0009  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CV0009  DYNAMIC HT  -         947.988 (meters)    3110.19  (feet)  COMP
 CV0009  MODELED GRAV-     979,267.1   (mgal)                       NAVD 88
 CV0009
 CV0009  VERT ORDER  -  SECOND    CLASS 0
 CV0009
 CV0009.The horizontal coordinates were scaled from a topographic map and have
 CV0009.an estimated accuracy of +/- 6 seconds.
 CV0009
 CV0009.The orthometric height was determined by differential leveling
 CV0009.and adjusted by the National Geodetic Survey in June 1991..
 CV0009
 CV0009.The geoid height was determined by GEOID03.
 CV0009
 CV0009.The dynamic height is computed by dividing the NAVD 88
 CV0009.geopotential number by the normal gravity value computed on the
 CV0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0009.degrees latitude (g = 980.6199 gals.).
 CV0009
 CV0009.The modeled gravity was interpolated from observed gravity values.
 CV0009
 CV0009;                    North         East    Units  Estimated Accuracy
 CV0009;SPC TXNC     - 2,120,550.      247,720.      MT  (+/- 180 meters Scaled)
 CV0009
 CV0009                          SUPERSEDED SURVEY CONTROL
 CV0009
 CV0009  NGVD 29 (??/??/92)  948.940  (m)         3113.31   (f) ADJ UNCH    2 0
 CV0009
 CV0009.Superseded values are not recommended for survey control.
 CV0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0009.See file dsdata.txt to determine how the superseded data were derived.
 CV0009
 CV0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS570210(NAD 83)
 CV0009_MARKER: DR = REFERENCE MARK DISK
 CV0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0009_STAMPING: CHASSIS NO 2 1935
 CV0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0009+STABILITY: SURFACE MOTION
 CV0009
 CV0009  HISTORY     - Date     Condition        Report By
 CV0009  HISTORY     - 1935     MONUMENTED       CGS
 CV0009  HISTORY     - 1939     GOOD             NGS
 CV0009  HISTORY     - 1950     GOOD             NGS
 CV0009  HISTORY     - 1975     GOOD             NGS
 CV0009
 CV0009                          STATION DESCRIPTION
 CV0009
 CV0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 CV0009'19.5 MI W FROM LAMESA.
 CV0009'TO REACH MARK, GO WESTWARD ALONG STATE HIGHWAY NO. 15 FROM THE
 CV0009'GAINES-DAWSON COUNTY LINE FOR 3.23 MILES TO A FENCE CORNER ON THE
 CV0009'SOUTH SIDE OF THE HIGHWAY.  THENCE SOUTH ALONG THE FENCE LINE ON A
 CV0009'SAND ROAD FOR 224 METERS, THENCE EAST-SOUTHEAST FOR 106 METERS TO THE
 CV0009'TOP OF A BRUSH COVERED KNOLL, WHERE THE TRIANGULATION STA. WILL BE
 CV0009'FOUND, THENCE SOUTH FOR 62 FEET, WHERE THE REFERENCE MARK IS LOCATED.
 CV0009
 CV0009                          STATION RECOVERY (1950)
 CV0009
 CV0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 CV0009'RECOVERED IN GOOD CONDITION.
 CV0009
 CV0009                          STATION RECOVERY (1975)
 CV0009
 CV0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CV0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1013 ***********************************************************************
 CD1013  DESIGNATION -  CHASTIN
 CD1013  PID         -  CD1013
 CD1013  STATE/COUNTY-  TX/HUDSPETH
 CD1013  USGS QUAD   -  CORNUDAS (1984)
 CD1013
 CD1013                         *CURRENT SURVEY CONTROL
 CD1013  ___________________________________________________________________
 CD1013* NAD 83(1993)-  31 46 50.86630(N)    105 23 06.27563(W)     ADJUSTED  
 CD1013* NAVD 88     -      1299.     (meters)    4262.     (feet)  SCALED    
 CD1013  ___________________________________________________________________
 CD1013  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 CD1013  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD1013
 CD1013  HORZ ORDER  -  FIRST
 CD1013
 CD1013.The horizontal coordinates were established by classical geodetic methods
 CD1013.and adjusted by the National Geodetic Survey in February 1996..
 CD1013
 CD1013.The orthometric height was scaled from a topographic map.
 CD1013
 CD1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1013
 CD1013.The geoid height was determined by GEOID03.
 CD1013
 CD1013;                    North         East     Units Scale Factor Converg.
 CD1013;SPC TX C     - 3,245,233.241   221,689.581   MT  0.99997406   -2 36 07.0
 CD1013;SPC TX C     -10,647,069.39    727,326.57   sFT  0.99997406   -2 36 07.0
 CD1013;UTM  13      - 3,516,203.552   463,541.070   MT  0.99961639   -0 12 10.1
 CD1013
 CD1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1013!SPC TX C     -   0.99979970  x   0.99997406  =   0.99977376
 CD1013!UTM  13      -   0.99979970  x   0.99961639  =   0.99941616
 CD1013
 CD1013:                Primary Azimuth Mark                     Grid Az
 CD1013:SPC TX C     -  EL PASO FORT WORTH AWY BCN 6             093 53 24.7
 CD1013:UTM  13      -  EL PASO FORT WORTH AWY BCN 6             091 29 27.8
 CD1013
 CD1013|---------------------------------------------------------------------|
 CD1013| PID    Reference Object                     Distance      Geod. Az  |
 CD1013|                                                           dddmmss.s |
 CD1013| CD1012 EL PASO FORT WORTH AWY BCN 6        APPROX. 3.2 KM 0911717.7 |
 CD1013| CH8584 CHASTIN RM 1                         19.160 METERS 10258     |
 CD1013| CD0396 K 181                                              1802154.1 |
 CD1013| CH8585 CHASTIN RM 2                         18.750 METERS 21837     |
 CD1013| CH8583 CHASTIN AZ MK                                      2925728.9 |
 CD1013|---------------------------------------------------------------------|
 CD1013
 CD1013                          SUPERSEDED SURVEY CONTROL
 CD1013
 CD1013  NAD 83(1993)-  31 46 50.86677(N)    105 23 06.27387(W) AD(       ) 1
 CD1013  NAD 83(1986)-  31 46 50.86744(N)    105 23 06.27449(W) AD(       ) 1
 CD1013  NAD 27      -  31 46 50.46100(N)    105 23 04.41400(W) AD(       ) 1
 CD1013
 CD1013.Superseded values are not recommended for survey control.
 CD1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1013.See file dsdata.txt to determine how the superseded data were derived.
 CD1013
 CD1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR6354116204(NAD 83)
 CD1013_MARKER: DS = TRIANGULATION STATION DISK
 CD1013_SETTING: 66 = SET IN ROCK OUTCROP
 CD1013
 CD1013  HISTORY     - Date     Condition        Report By
 CD1013  HISTORY     - 1934     MONUMENTED       CGS
 CD1013
 CD1013                          STATION DESCRIPTION
 CD1013
 CD1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1013'ABOUT 18 MILES, AIRLINE, WEST OF ABLES POST OFFICE, WHICH
 CD1013'IS 3 MILES NORTH OF U.S. HIGHWAY 62.  ABOUT 1.2 MILES NORTH
 CD1013'OF THE HIGHWAY, 1/2 MILE SOUTH OF THE CHASTIN RANCH, AND
 CD1013'ABOUT 100 YARDS EAST OF THE ROAD LEADING FROM THE RANCH
 CD1013'TO THE HIGHWAY, ON A SMOOTH RIDGE WITH SCATTERED LOW BRUSH.
 CD1013'
 CD1013'TO REACH FROM THE SALT FLAT SERVICE STATION GO WEST ON
 CD1013'U.S. HIGHWAY 62 FOR 16.75 MILES TO A CATTLE GUARD ACROSS
 CD1013'THE HIGHWAY JUST BEFORE CROSSING THE CATTLE GUARD, LEAVE
 CD1013'THE HIGHWAY AND GO RIGHT (NORTH) FOR 1.45 MILES ON A ROAD
 CD1013'RUNNING ALONG THE EAST SIDE OF A WIRE FENCE, TURN LEFT (WEST),
 CD1013'PASS THROUGH A WIRE GATE AND DRIVE 0.5 MILE TOWARDS THE
 CD1013'CHASTIN RANCH.  AT THE CHASTIN RANCH, GO THROUGH TWO
 CD1013'WOODEN GATES, TURN SOUTH ON A WELL-TRAVELED ROAD, AND FOLLOW
 CD1013'IT TO THE TOP OF A MESA FOR ABOUT 0.2 MILE TO FORKS, TAKE
 CD1013'LEFT FORK AND CONTINUE FOR 0.4 MILE, CLIMBING UP THE RIDGE.
 CD1013'AT THE TOP OF THE RIDGE TURN LEFT (EAST) AND GO ABOUT 100
 CD1013'YARDS TO THE STATION.  WATER AT SALT FLAT AND SUPPLIES AT
 CD1013'EL PASO.
 CD1013'
 CD1013'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 CD1013'DISKS SET IN OUTCROPPING BEDROCK.
 CD1013'
 CD1013'BENCH MARK K-181 ESTABLISHED 1933, IS 1.2 MILES SOUTH OF THE
 CD1013'STATION, 0.65 MILE WEST OF A CATTLE GUARD AT CROSSROADS AND
 CD1013'52.00 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 62.
 CD1013'
 CD1013'THE CONE-SHAPED PEAK IS NORTH-NORTHWEST OF THE STATION IN
 CD1013'THE SIERRA TINAJA PINTA MOUNTAINS.
 CD1013'
 CD1013'A 4-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1238 ***********************************************************************
 BZ1238  DESIGNATION -  CHAT
 BZ1238  PID         -  BZ1238
 BZ1238  STATE/COUNTY-  TX/HILL
 BZ1238  USGS QUAD   -  ABBOTT (1979)
 BZ1238
 BZ1238                         *CURRENT SURVEY CONTROL
 BZ1238  ___________________________________________________________________
 BZ1238* NAD 83(1993)-  31 56 18.11531(N)    097 06 26.51276(W)     ADJUSTED  
 BZ1238* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 BZ1238  ___________________________________________________________________
 BZ1238  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 BZ1238  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BZ1238
 BZ1238  HORZ ORDER  -  SECOND
 BZ1238
 BZ1238.The horizontal coordinates were established by classical geodetic methods
 BZ1238.and adjusted by the National Geodetic Survey in February 1996..
 BZ1238
 BZ1238.The orthometric height was scaled from a topographic map.
 BZ1238
 BZ1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1238
 BZ1238.The geoid height was determined by GEOID03.
 BZ1238
 BZ1238;                    North         East     Units Scale Factor Converg.
 BZ1238;SPC TXNC     - 2,031,003.004   731,686.447   MT  1.00005970   +0 45 34.3
 BZ1238;SPC TXNC     - 6,663,382.36  2,400,541.28   sFT  1.00005970   +0 45 34.3
 BZ1238;SPC TX C     - 3,256,265.324 1,004,997.552   MT  1.00001525   +1 39 41.6
 BZ1238;SPC TX C     -10,683,263.82  3,297,229.47   sFT  1.00001525   +1 39 41.6
 BZ1238;UTM  14      - 3,535,167.469   678,903.444   MT  0.99999474   +1 00 05.3
 BZ1238
 BZ1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1238!SPC TXNC     -   0.99997425  x   1.00005970  =   1.00003394
 BZ1238!SPC TX C     -   0.99997425  x   1.00001525  =   0.99998950
 BZ1238!UTM  14      -   0.99997425  x   0.99999474  =   0.99996899
 BZ1238
 BZ1238|---------------------------------------------------------------------|
 BZ1238| PID    Reference Object                     Distance      Geod. Az  |
 BZ1238|                                                           dddmmss.s |
 BZ1238| CV4535 CHAT RM 1                            41.422 METERS 07052     |
 BZ1238| CV4537 CHAT 2 AZ MK                                       1561222.6 |
 BZ1238| CV4534 CHAT AZ MK                                         1565101.6 |
 BZ1238| CV4536 CHAT RM 2                            31.391 METERS 16208     |
 BZ1238| BZ1240 CHAT 2                               42.320 METERS 22801     |
 BZ1238|---------------------------------------------------------------------|
 BZ1238
 BZ1238                          SUPERSEDED SURVEY CONTROL
 BZ1238
 BZ1238  NAD 83(1986)-  31 56 18.12345(N)    097 06 26.49268(W) AD(       ) 2
 BZ1238  NAD 27      -  31 56 17.55600(N)    097 06 25.47400(W) AD(       ) 2
 BZ1238
 BZ1238.Superseded values are not recommended for survey control.
 BZ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1238.See file dsdata.txt to determine how the superseded data were derived.
 BZ1238
 BZ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA7890335167(NAD 83)
 BZ1238_MARKER: DS = TRIANGULATION STATION DISK
 BZ1238_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BZ1238
 BZ1238  HISTORY     - Date     Condition        Report By
 BZ1238  HISTORY     - 1948     MONUMENTED       CGS
 BZ1238  HISTORY     - 1955     SEE DESCRIPTION  CGS
 BZ1238  HISTORY     - 1956     SEE DESCRIPTION  USGS
 BZ1238  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1238
 BZ1238                          STATION DESCRIPTION
 BZ1238
 BZ1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1238'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHWEST OF
 BZ1238'HILLSBORO, ALONG THE WEST SIDE OF HIGHWAYS 77 AND 81 IN
 BZ1238'THE SOUTHWEST ANGLE OF A CROSSROAD.  IT IS 85 FEET WEST
 BZ1238'OF THE CENTER LINE OF HIGHWAYS 77 AND 81 AND 84 FEET SOUTH
 BZ1238'OF THE CENTER LINE OF AN EAST AND WEST ROAD.  THE MARK IS
 BZ1238'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CHAT 1948.
 BZ1238'
 BZ1238'REFERENCE MARK NO. 1 IS 135.90 FEET EAST-NORTHEAST OF THE
 BZ1238'STATION, 103 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 BZ1238'WEST ROAD AND 51.5 FEET EAST OF THE CENTER LINE OF HIGHWAYS
 BZ1238'77 AND 81.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 BZ1238'CHAT NO 1 1948.
 BZ1238'
 BZ1238'REFERENCE MARK NO. 2 IS 102.99 FEET SOUTH-SOUTHEAST OF
 BZ1238'THE STATION AND 89 FEET WEST OF THE CENTER LINE OF HIGHWAYS
 BZ1238'77 AND 81.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 BZ1238'CHAT NO 2 1948.
 BZ1238'
 BZ1238'AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH-SOUTHEAST OF THE STATION,
 BZ1238'63 FEET EAST OF THE CENTER LINE OF HIGHWAYS 77 AND 81 AND 2
 BZ1238'FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS - 6 INCHES
 BZ1238'AND THE DISK IS STAMPED CHAT 1948.
 BZ1238'
 BZ1238'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN HILLSBORO,
 BZ1238'GO SOUTH ON U.S. HIGHWAYS 77 AND 81 FOR 5.45 MILES TO CROSSROADS
 BZ1238'AND THE STATION AS DESCRIBED.  CONTINUE ON SOUTH FOR 0.6
 BZ1238'MILE TO THE AZIMUTH MARK ON THE LEFT.
 BZ1238'
 BZ1238'AN 87 FOOT SIGNAL AT VAUGHAN IS VISIBLE AT 20 FEET.
 BZ1238'
 BZ1238'AN 87 FOOT SIGNAL AT HILLSBORO IS VISIBLE AT 20 FEET,
 BZ1238'
 BZ1238'A 74 FOOT SIGNAL AT JACKS IS VISIBLE FROM THE GROUND.
 BZ1238'
 BZ1238'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BZ1238
 BZ1238                          STATION RECOVERY (1955)
 BZ1238
 BZ1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BZ1238'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 BZ1238'DESCRIBED.  DUE TO EXTENSIVE HIGHWAY CONSTRUCTION AND THE
 BZ1238'BUILDING OF A LARGE OVERPASS AT THE ROAD INTERSECTION, THE
 BZ1238'SURFACE STATION AND ALL REFERENCE MARKS WERE DESTROYED.  CHAT
 BZ1238'2 1955 WAS ESTABLISHED IN THE NEAR VICINITY.
 BZ1238
 BZ1238                          STATION RECOVERY (1956)
 BZ1238
 BZ1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BZ1238'AN OVERPASS HAS BEEN CONSTRUCTED ON U.S. HIGHWAYS 77 AND
 BZ1238'81 OVER THE EAST-WEST ROAD.  THE SITE OF THE MARK IS UNDER
 BZ1238'AN 18 OR 19 FOOT FILL.  REFERENCE MARK NO. 2 IS ALSO UNDER
 BZ1238'THIS FILL, REFERENCE MARK NO. 1 WAS NOT FOUND, PRESUMED
 BZ1238'DESTROYED DURING CONSTRUCTION OF THE OVERPASS, THE AZIMUTH MARK
 BZ1238'WAS FOUND IN GOOD CONDITION.
 BZ1238
 BZ1238                          STATION RECOVERY (1995)
 BZ1238
 BZ1238'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1240 ***********************************************************************
 BZ1240  DESIGNATION -  CHAT 2
 BZ1240  PID         -  BZ1240
 BZ1240  STATE/COUNTY-  TX/HILL
 BZ1240  USGS QUAD   -  ABBOTT (1979)
 BZ1240
 BZ1240                         *CURRENT SURVEY CONTROL
 BZ1240  ___________________________________________________________________
 BZ1240* NAD 83(1993)-  31 56 17.19629(N)    097 06 27.71050(W)     ADJUSTED  
 BZ1240* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 BZ1240  ___________________________________________________________________
 BZ1240  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 BZ1240  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BZ1240
 BZ1240  HORZ ORDER  -  THIRD
 BZ1240
 BZ1240.The horizontal coordinates were established by classical geodetic methods
 BZ1240.and adjusted by the National Geodetic Survey in February 1996..
 BZ1240.No horizontal observational check was made to the station.
 BZ1240
 BZ1240.The orthometric height was scaled from a topographic map.
 BZ1240
 BZ1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1240
 BZ1240.The geoid height was determined by GEOID03.
 BZ1240
 BZ1240;                    North         East     Units Scale Factor Converg.
 BZ1240;SPC TXNC     - 2,030,974.280   731,655.364   MT  1.00005979   +0 45 33.7
 BZ1240;SPC TXNC     - 6,663,288.12  2,400,439.31   sFT  1.00005979   +0 45 33.7
 BZ1240;SPC TX C     - 3,256,236.116 1,004,966.926   MT  1.00001517   +1 39 41.0
 BZ1240;SPC TX C     -10,683,167.99  3,297,128.99   sFT  1.00001517   +1 39 41.0
 BZ1240;UTM  14      - 3,535,138.617   678,872.484   MT  0.99999460   +1 00 04.7
 BZ1240
 BZ1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1240!SPC TXNC     -   0.99997425  x   1.00005979  =   1.00003404
 BZ1240!SPC TX C     -   0.99997425  x   1.00001517  =   0.99998942
 BZ1240!UTM  14      -   0.99997425  x   0.99999460  =   0.99996885
 BZ1240
 BZ1240|---------------------------------------------------------------------|
 BZ1240| PID    Reference Object                     Distance      Geod. Az  |
 BZ1240|                                                           dddmmss.s |
 BZ1240| BZ1238 CHAT                                 42.320 METERS 04801     |
 BZ1240| CV4538 CHAT 2 RM 1                          16.602 METERS 15552     |
 BZ1240| CV4539 CHAT 2 RM 2                          25.572 METERS 29446     |
 BZ1240|---------------------------------------------------------------------|
 BZ1240
 BZ1240                          SUPERSEDED SURVEY CONTROL
 BZ1240
 BZ1240  NAD 83(1986)-  31 56 17.20443(N)    097 06 27.69040(W) AD(       ) 3
 BZ1240  NAD 27      -  31 56 16.63700(N)    097 06 26.67200(W) AD(       ) 3
 BZ1240
 BZ1240.Superseded values are not recommended for survey control.
 BZ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1240.See file dsdata.txt to determine how the superseded data were derived.
 BZ1240
 BZ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA7887235139(NAD 83)
 BZ1240_MARKER: DS = TRIANGULATION STATION DISK
 BZ1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1240
 BZ1240  HISTORY     - Date     Condition        Report By
 BZ1240  HISTORY     - 1955     MONUMENTED       CGS
 BZ1240  HISTORY     - 1958     GOOD             CGS
 BZ1240  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1240  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1240
 BZ1240                          STATION DESCRIPTION
 BZ1240
 BZ1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BZ1240'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHWEST OF
 BZ1240'HILLSBORO, ALONG THE WEST SIDE OF HIGHWAYS 77 AND 81, IN
 BZ1240'THE SOUTHWEST ANGLE OF A ROAD CROSSING.  IT IS IN THE WEST
 BZ1240'RIGHT-OF-WAY LINE OF THE HIGHWAY AND IS ABOUT 100 FEET SOUTH
 BZ1240'OF THE CENTER LINE OF THE COUNTY ROAD WEST AND 60 FEET SOUTH
 BZ1240'OF THE SOUTH EDGE OF THE DITCH ALONG THE SOUTH SIDE OF THE
 BZ1240'COUNTY ROAD.  STATION MARK IS 2 FEET NORTH OF A 4 X 4 POST.
 BZ1240'THIS WILL BE THE SITE OF A LARGE OVERPASS WHEN THE PRESENT
 BZ1240'HIGHWAY CONSTRUCTION IS COMPLETED.  THE MARK IS FLUSH WITH
 BZ1240'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CHAT 2
 BZ1240'1955.
 BZ1240'
 BZ1240'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHAT 2 NO.
 BZ1240'1 1955 IN A CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF
 BZ1240'THE GROUND, SOUTH OF THE STATION AND IN THE RIGHT-OF-WAY LINE.
 BZ1240'
 BZ1240'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CHAT 2 NO.
 BZ1240'2 1955 IN A CONCRETE MONUMENT SET FLUSH WITH THE SURFACE
 BZ1240'OF THE GROUND, NORTHWEST OF THE STATION, ALONG THE SOUTH
 BZ1240'BANK OF THE DITCH AND 5 FEET WEST OF A TALL, BRACED POWER
 BZ1240'POLE.
 BZ1240'
 BZ1240'THE AZIMUTH MARK IS 0.6 MILE SOUTH-SOUTHEAST OF THE STATION,
 BZ1240'A DISK STAMPED CHAT 2 1955, IN A CONCRETE MONUMENT PROJECTING
 BZ1240'ABOUT 3 INCHES, IN THE EAST RIGHT-OF-WAY LINE OF THE HIGHWAY
 BZ1240'AND ABOUT MIDWAY BETWEEN TWO POWER POLES.  IT IS 2 FEET
 BZ1240'NORTH OF A 4 X 4 POST.
 BZ1240'
 BZ1240'TO REACH FROM THE COURT HOUSE SQUARE IN HILLSBORO--GO SOUTH
 BZ1240'ON THE HIGHWAY 5.5 MILES TO THE CROSSROAD AND THE STATION
 BZ1240'ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH 0.6 MILE TO THE
 BZ1240'AZIMUTH MARK ON THE LEFT.
 BZ1240
 BZ1240                          STATION RECOVERY (1958)
 BZ1240
 BZ1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 BZ1240'STATION WAS RECOVERED AS DESCRIBED.  ADDITIONAL AIDS TO
 BZ1240'RECOVERY ARE AS FOLLOWS.  THE STATION IS 35 FEET WEST OF
 BZ1240'THE CENTER LINE OF THE WEST SERVICE LANE OF HIGHWAY NO. 81,
 BZ1240'1 FOOT WEST OF A 4 IN CREOSOTED POST, 7 FEET SOUTH OF A
 BZ1240'CONCRETE HIGHWAY RIGHT-OF-WAY POST AND IS 2 INCHES BELOW
 BZ1240'THE SURFACE.  IT IS WEST OF THE SOUTH END OF THE HIGHWAY
 BZ1240'OVERPASS OVER AN EAST-WEST COUNTY ROAD.
 BZ1240'
 BZ1240'R.M. NO. 1 IS 25 FEET NORTHWEST OF THE NORTHWEST CORNER
 BZ1240'OF A CONCRETE CULVERT UNDER THE SERVICE ROAD.  IT IS ON
 BZ1240'THE NORTH BANK OF THE DITCH AND IS A FLUSH MARK.
 BZ1240'
 BZ1240'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1240'
 BZ1240'R.M. NO. 2 WAS NOT RECOVERED.  IT IS BELIEVED TO BE IN PLACE
 BZ1240'BUT UNDER MUD AND BRUSH.
 BZ1240
 BZ1240                          STATION RECOVERY (1995)
 BZ1240
 BZ1240'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1240'MARK NOT FOUND.
 BZ1240
 BZ1240                          STATION RECOVERY (2003)
 BZ1240
 BZ1240'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ1240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6726 ***********************************************************************
 AW6726  DESIGNATION -  CHAUMES
 AW6726  PID         -  AW6726
 AW6726  STATE/COUNTY-  TX/HARRIS
 AW6726  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6726
 AW6726                         *CURRENT SURVEY CONTROL
 AW6726  ___________________________________________________________________
 AW6726* NAD 83(1993)-  29 51 37.15160(N)    095 22 40.85012(W)     ADJUSTED  
 AW6726* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 AW6726  ___________________________________________________________________
 AW6726  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6726  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW6726
 AW6726  HORZ ORDER  -  FIRST
 AW6726
 AW6726.The horizontal coordinates were established by classical geodetic methods
 AW6726.and adjusted by the National Geodetic Survey in February 1996..
 AW6726
 AW6726.The orthometric height was scaled from a topographic map.
 AW6726
 AW6726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6726
 AW6726.The geoid height was determined by GEOID03.
 AW6726
 AW6726;                    North         East     Units Scale Factor Converg.
 AW6726;SPC TXSC     - 4,230,064.796   949,871.208   MT  0.99990516   +1 46 28.0
 AW6726;SPC TXSC     -13,878,137.58  3,116,369.12   sFT  0.99990516   +1 46 28.0
 AW6726;UTM  15      - 3,305,682.080   270,292.052   MT  1.00025107   -1 11 04.2
 AW6726
 AW6726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6726!SPC TXSC     -   1.00000055  x   0.99990516  =   0.99990571
 AW6726!UTM  15      -   1.00000055  x   1.00025107  =   1.00025162
 AW6726
 AW6726|---------------------------------------------------------------------|
 AW6726| PID    Reference Object                     Distance      Geod. Az  |
 AW6726|                                                           dddmmss.s |
 AW6726| CV7021 CHAUMES RM 1                         26.513 METERS 04348     |
 AW6726| CV7020 CHAUMES AZ MK                                      0921222.5 |
 AW6726| CV7022 CHAUMES RM 2                         25.610 METERS 10743     |
 AW6726|---------------------------------------------------------------------|
 AW6726
 AW6726                          SUPERSEDED SURVEY CONTROL
 AW6726
 AW6726  NAD 83(1986)-  29 51 37.16631(N)    095 22 40.83149(W) AD(       ) 1
 AW6726  NAD 27      -  29 51 36.35602(N)    095 22 40.05529(W) AD(       ) 1
 AW6726
 AW6726.Superseded values are not recommended for survey control.
 AW6726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6726.See file dsdata.txt to determine how the superseded data were derived.
 AW6726
 AW6726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7029205682(NAD 83)
 AW6726_MARKER: DS = TRIANGULATION STATION DISK
 AW6726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6726
 AW6726  HISTORY     - Date     Condition        Report By
 AW6726  HISTORY     - 1968     MONUMENTED       CGS
 AW6726
 AW6726                          STATION DESCRIPTION
 AW6726
 AW6726'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6726'THE STATION IS LOCATED ON THE GROUNDS OF THE HELEN C. DECHAUMES
 AW6726'ELEMENTARY SCHOOL AT 155 COOPER ROAD, ABOUT 7 MILES NORTH OF THE
 AW6726'CENTER OF HOUSTON, 1-1/2 MILES EAST OF THE JUNCTION OF INTERSTATE
 AW6726'HIGHWAY 45 AND PARKER ROAD AND 1 MILE WEST OF THE JUNCTION OF THE
 AW6726'ALDINE-WESTFIELD ROAD AND PARKER ROAD.
 AW6726'
 AW6726'THE STATION MARK IS A STANDARD DISK STAMPED CHAUMES 1968,
 AW6726'SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT FLUSH WITH THE
 AW6726'GROUND.  IT IS 69 FEET NORTH OF THE CENTER OF COOPER ROAD, 63 FEET
 AW6726'SOUTH OF A CHAIN LINK FENCE, 43 FEET NORTHWEST OF THE SOUTHWEST
 AW6726'CORNER OF A PAVED PARKING AREA, 34 FEET WEST OF THE WEST EDGE OF
 AW6726'THE PAVED PARKING AREA AND 24 FEET EAST OF A WIRE FENCE.
 AW6726'
 AW6726'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHAUMES NO 1 1968,
 AW6726'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 AW6726'WITH THE GROUND.  IT IS 37 FEET WEST OF THE WEST EDGE OF A CONCRETE
 AW6726'SIDEWALK, 28 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE
 AW6726'PAVED PARKING AREA, 4 FEET NORTH OF THE NORTH EDGE OF THE PAVED
 AW6726'PARKING AREA AND 1.2 FEET SOUTH OF THE CHAIN LINK FENCE.
 AW6726'
 AW6726'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHAUMES NO 2 1968,
 AW6726'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6726'THE GROUND.  IT IS 42 FEET NORTH OF THE CENTER OF COOPER ROAD, 18.4
 AW6726'FEET WEST OF THE WEST EDGE OF THE CONCRETE SIDEWALK, 17 FEET
 AW6726'EAST OF THE CENTER OF THE ENTRANCE ROAD TO THE PAVED PARKING AREA
 AW6726'AND 0.6 OF A FOOT SOUTH OF THE SOUTH EDGE OF THE PAVED PARKING
 AW6726'AREA.
 AW6726'
 AW6726'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHAUMES 1968, SET
 AW6726'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6726'1 INCH ABOVE THE GROUND.  IT IS 52.6 FEET NORTH OF THE NORTHEAST
 AW6726'CORNER OF THE BAUMAN ROAD MISSONARY BAPTIST CHURCH, 42 FEET
 AW6726'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF BAUMAN AND COOPER
 AW6726'ROADS, 29.7 FEET EAST OF A POWER LINE POLE, 26 FEET SOUTH OF THE
 AW6726'CENTER OF COOPER ROAD AND 4 FEET WEST OF POWER LINE POLE NO.
 AW6726'818.
 AW6726'
 AW6726'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON COOPER
 AW6726'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 AW6726'
 AW6726'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1778 ***********************************************************************
 AX1778  DESIGNATION -  CHEAPSIDE
 AX1778  PID         -  AX1778
 AX1778  STATE/COUNTY-  TX/DE WITT
 AX1778  USGS QUAD   -  CHEAPSIDE (1987)
 AX1778
 AX1778                         *CURRENT SURVEY CONTROL
 AX1778  ___________________________________________________________________
 AX1778* NAD 83(1993)-  29 15 14.88259(N)    097 24 33.29467(W)     ADJUSTED  
 AX1778* NAVD 88     -       136.58   (+/-2cm)     448.1    (feet)  VERTCON   
 AX1778  ___________________________________________________________________
 AX1778  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AX1778  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AX1778
 AX1778  HORZ ORDER  -  FIRST
 AX1778  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1778
 AX1778.The horizontal coordinates were established by classical geodetic methods
 AX1778.and adjusted by the National Geodetic Survey in February 1996..
 AX1778
 AX1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1778.The vertical order pertains to the NGVD 29 superseded value.
 AX1778
 AX1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX1778
 AX1778.The geoid height was determined by GEOID03.
 AX1778
 AX1778;                    North         East     Units Scale Factor Converg.
 AX1778;SPC TXSC     - 4,158,513.683   754,594.670   MT  0.99986423   +0 46 45.6
 AX1778;SPC TXSC     -13,643,390.31  2,475,699.35   sFT  0.99986423   +0 46 45.6
 AX1778;UTM  14      - 3,237,190.774   654,569.031   MT  0.99989481   +0 46 39.1
 AX1778
 AX1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX1778!SPC TXSC     -   0.99998277  x   0.99986423  =   0.99984700
 AX1778!UTM  14      -   0.99998277  x   0.99989481  =   0.99987758
 AX1778
 AX1778:                Primary Azimuth Mark                     Grid Az
 AX1778:SPC TXSC     -  SAN ANTONIO HOUSTON AWY BCN 7            067 38 59.9
 AX1778:UTM  14      -  SAN ANTONIO HOUSTON AWY BCN 7            067 39 06.4
 AX1778
 AX1778|---------------------------------------------------------------------|
 AX1778| PID    Reference Object                     Distance      Geod. Az  |
 AX1778|                                                           dddmmss.s |
 AX1778| AX2604 SAN ANTONIO HOUSTON AWY BCN 7       APPROX.20.1 KM 0682545.5 |
 AX1778| AX1777 CHEAPSIDE RM 1                       15.662 METERS 11742     |
 AX1778| AX2411 CHEAPSIDE AZ MK                                    2294133.2 |
 AX1778| AX1779 CHEAPSIDE RM 2                        8.080 METERS 23407     |
 AX1778|---------------------------------------------------------------------|
 AX1778
 AX1778                          SUPERSEDED SURVEY CONTROL
 AX1778
 AX1778  NAD 83(1986)-  29 15 14.89393(N)    097 24 33.28123(W) AD(       ) 1
 AX1778  NAD 27      -  29 15 14.00300(N)    097 24 32.31900(W) AD(       ) 1
 AX1778  NGVD 29 (??/??/92)  136.562  (m)          448.04   (f) ADJ UNCH    2 0
 AX1778
 AX1778.Superseded values are not recommended for survey control.
 AX1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1778.See file dsdata.txt to determine how the superseded data were derived.
 AX1778
 AX1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT5456937191(NAD 83)
 AX1778_MARKER: DB = BENCH MARK DISK
 AX1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1778_STAMPING: CHEAPSIDE 1943
 AX1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1778+STABILITY: SURFACE MOTION
 AX1778
 AX1778  HISTORY     - Date     Condition        Report By
 AX1778  HISTORY     - 1943     MONUMENTED       CGS
 AX1778  HISTORY     - 1943     GOOD             CGS
 AX1778
 AX1778                          STATION DESCRIPTION
 AX1778
 AX1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX1778'THE STATION IS LOCATED ABOUT 15.0 MILES S OF W OF YOAKUM,
 AX1778'6.0 MILES NE OF WESTHOFF, AND 1.5 MILES S OF THE SMALL VILLAGE
 AX1778'OF CHEAPSIDE, ON THE HIGHEST POINT IN A PASTURE FIELD, AND
 AX1778'ON LAND OWNED BY J.E. LORD.  IT IS 0.1 MILE N OF THE E-AND-W
 AX1778'DIRT ROAD, AND 0.2 MILE W OF THE N-AND-S GRAVEL ROAD.  THE
 AX1778'DISK IS STAMPED CHEAPSIDE 1943, AND PROJECTS 4 INCHES.
 AX1778'
 AX1778'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX1778'DISKS SET IN CONCRETE.
 AX1778'
 AX1778'REFERENCE MARK NO. 1 IS SE OF THE STATION, AND ABOUT 1 FOOT
 AX1778'BELOW THE STATION ELEVATION.  THE DISK IS STAMPED CHEAPSIDE
 AX1778'NO. 1 1943, AND PROJECTS 2 INCHES.
 AX1778'
 AX1778'REFERENCE MARK NO. 2 IS W OF THE STATION, AND ABOUT THE
 AX1778'SAME ELEVATION AS THE STATION.  THE DISK IS STAMPED CHEAPSIDE
 AX1778'NO. 2 1943, AND PROJECTS 5 INCHES.
 AX1778'
 AX1778'THE AZIMUTH MARK IS ABOUT 0.3 MILE SW OF THE STATION, 10
 AX1778'FEET E OF THE BOARD GATE, 20 FEET N OF THE CENTER OF
 AX1778'THE DIRT ROAD, IN THE E-W FENCE LINE.  THE DISK IS STAMPED
 AX1778'CHEAPSIDE 1943, AND PROJECTS 6 INCHES.  TO REACH FROM THE
 AX1778'STATION.  GO SW 0.3 MILE TO THE BOARD GATE, AND STATION
 AX1778'ON THE LEFT.
 AX1778'
 AX1778'TO REACH THE STATION FROM THE POST OFFICE IN CHEAPSIDE (A
 AX1778'SMALL VILLAGE ABOUT 15.0 MILES S OF GONZALES).  GO W ON MAIN
 AX1778'STREET FOR 0.1 MILE TO A T-INTERSECTION, AND A SERVICE STATION
 AX1778'ON THE RIGHT.  TURN LEFT AND GO W ON DIRT ROAD FOR 0.2 MILE
 AX1778'TO THE TOP OF THE HILL AND STATION ABOUT 0.1 MILE N ON THE
 AX1778'HIGHEST POINT IN THE PASTURE.  FROM THIS POINT CONTINUE W ON
 AX1778'DIRT ROAD FOR 0.4 MILE TO A BOARD GATE ON THE RIGHT, PASS
 AX1778'THROUGH GATE AND HEAD IN A NORTHEASTERLY DIRECTION ACROSS
 AX1778'PASTURE FOR 0.3 MILE TO THE STATION.
 AX1778'
 AX1778'NOTE--A 4-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 AX1778'
 AX1778'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 AX1778
 AX1778                          STATION RECOVERY (1943)
 AX1778
 AX1778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX1778'2 MI S FROM CHEAPSIDE.
 AX1778'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 1.85 MILE SOUTHERLY ALONG
 AX1778'A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL CROSS ROAD, 0.15 MILE
 AX1778'SOUTHWESTERLY ALONG A GRAVEL ROAD TO THE TOP OF A STEEP HILL AND SITE
 AX1778'OF CHEAPSIDE TRIANGULATION STATION.  CHEAPSIDE STATION IS 599 FEET
 AX1778'NORTHWEST OF AND ABOUT 10 FEET ABOVE THE CENTERLINE OF THE ROAD AT THE
 AX1778'TOP OF A HILL, AND AT THE TOP OF A DISTINCT KNOLL.  IT IS 21.0 FEET
 AX1778'SOUTHEAST OF THE NORTHWEST ABRUPT EDGE OF A SMALL KNOLL. MONUMENT
 AX1778'PROJECTS 0.2 FOOT.  CHEAPSIDE STATION IS 0.3 MILE NORTHEAST OF
 AX1778'CHEAPSIDE AZIMUTH MARK, 51.4 FEET WEST OF NORTHWEST REFERENCE MARK NO.
 AX1778'1, 26.5 FEET NORTHEAST OF REFERENCE MARK NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2411 ***********************************************************************
 AX2411  DESIGNATION -  CHEAPSIDE AZ MK
 AX2411  PID         -  AX2411
 AX2411  STATE/COUNTY-  TX/DE WITT
 AX2411  USGS QUAD   -  CHEAPSIDE (1987)
 AX2411
 AX2411                         *CURRENT SURVEY CONTROL
 AX2411  ___________________________________________________________________
 AX2411* NAD 83(1986)-  29 15 06.     (N)    097 24 45.     (W)     SCALED    
 AX2411* NAVD 88     -       121.78   (+/-2cm)     399.5    (feet)  VERTCON   
 AX2411  ___________________________________________________________________
 AX2411  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AX2411
 AX2411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2411
 AX2411.The horizontal coordinates were scaled from a topographic map and have
 AX2411.an estimated accuracy of +/- 6 seconds.
 AX2411
 AX2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2411.The vertical order pertains to the NGVD 29 superseded value.
 AX2411
 AX2411.The geoid height was determined by GEOID03.
 AX2411
 AX2411;                    North         East    Units  Estimated Accuracy
 AX2411;SPC TXSC     - 4,158,240.      754,280.      MT  (+/- 180 meters Scaled)
 AX2411
 AX2411                          SUPERSEDED SURVEY CONTROL
 AX2411
 AX2411  NGVD 29 (??/??/92)  121.763  (m)          399.48   (f) ADJ UNCH    2 0
 AX2411
 AX2411.Superseded values are not recommended for survey control.
 AX2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2411.See file dsdata.txt to determine how the superseded data were derived.
 AX2411
 AX2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT542369(NAD 83)
 AX2411_MARKER: DB = BENCH MARK DISK
 AX2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2411_STAMPING: CHEAPSIDE 1943
 AX2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2411+STABILITY: SURFACE MOTION
 AX2411
 AX2411  HISTORY     - Date     Condition        Report By
 AX2411  HISTORY     - 1943     MONUMENTED       CGS
 AX2411
 AX2411                          STATION DESCRIPTION
 AX2411
 AX2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2411'2.3 MI S FROM CHEAPSIDE.
 AX2411'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 1.85 MILE SOUTHERLY ALONG
 AX2411'A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL CROWS ROAD, THENCE 0.45
 AX2411'MILE SOUTHWESTERLY ALONG A GRAVEL ROAD TO A GATE ON THE NORTHWEST SIDE
 AX2411'OF THE ROAD AND SITE OF CHEAPSIDE AZIMUTH MARK. CHEAPSIDE AZIMUTH MARK
 AX2411'IS 0.3 MILE SOUTHWEST OF CHEAPSIDE TRIANGULATION STATION. IT IS 25
 AX2411'FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX2411'THE ROAD, 17 FEET NORTHEAST OF THE CENTERLINE OF A DIRT TRACK ROAD
 AX2411'LEADING NORTHWEST THROUGH A GATE AND 2.3 FEET SOUTHWEST OF A 4X4 INCH
 AX2411'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1777 ***********************************************************************
 AX1777  DESIGNATION -  CHEAPSIDE RM 1
 AX1777  PID         -  AX1777
 AX1777  STATE/COUNTY-  TX/DE WITT
 AX1777  USGS QUAD   -  CHEAPSIDE (1987)
 AX1777
 AX1777                         *CURRENT SURVEY CONTROL
 AX1777  ___________________________________________________________________
 AX1777* NAD 83(1986)-  29 15 14.     (N)    097 24 32.     (W)     SCALED    
 AX1777* NAVD 88     -       136.16   (+/-2cm)     446.7    (feet)  VERTCON   
 AX1777  ___________________________________________________________________
 AX1777  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AX1777
 AX1777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1777
 AX1777.The horizontal coordinates were scaled from a topographic map and have
 AX1777.an estimated accuracy of +/- 6 seconds.
 AX1777
 AX1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1777.The vertical order pertains to the NGVD 29 superseded value.
 AX1777
 AX1777.The geoid height was determined by GEOID03.
 AX1777
 AX1777;                    North         East    Units  Estimated Accuracy
 AX1777;SPC TXSC     - 4,158,490.      754,630.      MT  (+/- 180 meters Scaled)
 AX1777
 AX1777                          SUPERSEDED SURVEY CONTROL
 AX1777
 AX1777  NGVD 29 (??/??/92)  136.142  (m)          446.66   (f) ADJ UNCH    2 0
 AX1777
 AX1777.Superseded values are not recommended for survey control.
 AX1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1777.See file dsdata.txt to determine how the superseded data were derived.
 AX1777
 AX1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT546371(NAD 83)
 AX1777_MARKER: DB = BENCH MARK DISK
 AX1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1777_STAMPING: CHEAPSIDE NO. 1 1943
 AX1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1777+STABILITY: SURFACE MOTION
 AX1777
 AX1777  HISTORY     - Date     Condition        Report By
 AX1777  HISTORY     - 1943     MONUMENTED       CGS
 AX1777
 AX1777                          STATION DESCRIPTION
 AX1777
 AX1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1777'2 MI S FROM CHEAPSIDE.
 AX1777'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 1.85 MI. S. ALONG A
 AX1777'GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL CROSS ROAD, THENCE 0.15
 AX1777'MI. S.W. ALONG A GRAVEL ROAD TO THE TOP OF A STEEP HILL AND SITE OF
 AX1777'REFERENCE MARK CHEAPSIDE NO. 1.  REFERENCE MARK CHEAPSIDE NO. 1 IS 547
 AX1777'FEET NORTHWEST OF AND ABOUT 10 FEET ABOVE THE CENTERLINE OF THE ROAD
 AX1777'AT THE TOP OF A HILL, AND ON THE SOUTHEAST SLOPE OF A DISTINCT KNOLL.
 AX1777'MONUMENT PROJECTS 0.3 FOOT.  REFERENCE MARK CHEAPSIDE NO. 1 IS 67.5
 AX1777'FEET EAST OF REFERENCE MARK CHEAPSIDE NO. 2, 51.4 FEET EAST SOUTHEAST
 AX1777'OF CHEAPSIDE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1779 ***********************************************************************
 AX1779  DESIGNATION -  CHEAPSIDE RM 2
 AX1779  PID         -  AX1779
 AX1779  STATE/COUNTY-  TX/DE WITT
 AX1779  USGS QUAD   -  CHEAPSIDE (1987)
 AX1779
 AX1779                         *CURRENT SURVEY CONTROL
 AX1779  ___________________________________________________________________
 AX1779* NAD 83(1986)-  29 15 14.     (N)    097 24 34.     (W)     SCALED    
 AX1779* NAVD 88     -       136.20   (+/-2cm)     446.8    (feet)  VERTCON   
 AX1779  ___________________________________________________________________
 AX1779  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AX1779
 AX1779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1779
 AX1779.The horizontal coordinates were scaled from a topographic map and have
 AX1779.an estimated accuracy of +/- 6 seconds.
 AX1779
 AX1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1779.The vertical order pertains to the NGVD 29 superseded value.
 AX1779
 AX1779.The geoid height was determined by GEOID03.
 AX1779
 AX1779;                    North         East    Units  Estimated Accuracy
 AX1779;SPC TXSC     - 4,158,490.      754,580.      MT  (+/- 180 meters Scaled)
 AX1779
 AX1779                          SUPERSEDED SURVEY CONTROL
 AX1779
 AX1779  NGVD 29 (??/??/92)  136.186  (m)          446.80   (f) ADJ UNCH    2 0
 AX1779
 AX1779.Superseded values are not recommended for survey control.
 AX1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1779.See file dsdata.txt to determine how the superseded data were derived.
 AX1779
 AX1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT545371(NAD 83)
 AX1779_MARKER: DR = REFERENCE MARK DISK
 AX1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1779_STAMPING: CHEAPSIDE NO. 2 1943
 AX1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1779+STABILITY: SURFACE MOTION
 AX1779
 AX1779  HISTORY     - Date     Condition        Report By
 AX1779  HISTORY     - 1943     MONUMENTED       CGS
 AX1779
 AX1779                          STATION DESCRIPTION
 AX1779
 AX1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1779'2 MI S FROM CHEAPSIDE.
 AX1779'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 1.85 MI. S. ALONG A
 AX1779'GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL CROSS ROAD, THENCE 0.15
 AX1779'MILE SOUTHWESTERLY ALONG A GRAVEL ROAD TO THE TOP OF A STEEP HILL AND
 AX1779'SITE OF REFERENCE MARK CHEAPSIDE NO. 2.  REFERENCE MARK CHEAPSIDE NO.
 AX1779'2 IS 615 FEET NORTHWEST OF AND ABOUT 10 FEET ABOVE THE CENTERLINE OF
 AX1779'THE ROAD AT THE TOP OF A HILL, AND AT THE EXTREME WESTERN EDGE OF A
 AX1779'DISTINCT KNOLL.  MONUMENT PROJECTS 0.6 FOOT.  REFERENCE MARK CHEAPSIDE
 AX1779'NO. 2 IS 67.5 FEET WEST OF REFERENCE MARK CHEAPSIDE NO. 1, 26.5 FEET
 AX1779'SOUTHWEST OF CHEAPSIDE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0954 ***********************************************************************
 CD0954  DESIGNATION -  CHEATUM
 CD0954  PID         -  CD0954
 CD0954  STATE/COUNTY-  TX/CULBERSON
 CD0954  USGS QUAD   -  DELAWARE RANCH (1973)
 CD0954
 CD0954                         *CURRENT SURVEY CONTROL
 CD0954  ___________________________________________________________________
 CD0954* NAD 83(1993)-  31 26 40.16604(N)    104 33 54.08985(W)     ADJUSTED  
 CD0954* NAVD 88     -      1711.     (meters)    5614.     (feet)  SCALED    
 CD0954  ___________________________________________________________________
 CD0954  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 CD0954  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CD0954
 CD0954  HORZ ORDER  -  FIRST
 CD0954
 CD0954.The horizontal coordinates were established by classical geodetic methods
 CD0954.and adjusted by the National Geodetic Survey in February 1996..
 CD0954
 CD0954.The orthometric height was scaled from a topographic map.
 CD0954
 CD0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0954
 CD0954.The geoid height was determined by GEOID03.
 CD0954
 CD0954;                    North         East     Units Scale Factor Converg.
 CD0954;SPC TX C     - 3,204,732.870   297,874.730   MT  0.99991154   -2 10 46.5
 CD0954;SPC TX C     -10,514,194.42    977,277.34   sFT  0.99991154   -2 10 46.5
 CD0954;UTM  13      - 3,478,946.200   541,331.677   MT  0.99962107   +0 13 36.9
 CD0954
 CD0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0954!SPC TX C     -   0.99973507  x   0.99991154  =   0.99964663
 CD0954!UTM  13      -   0.99973507  x   0.99962107  =   0.99935624
 CD0954
 CD0954|---------------------------------------------------------------------|
 CD0954| PID    Reference Object                     Distance      Geod. Az  |
 CD0954|                                                           dddmmss.s |
 CD0954| CH8587 CHEATUM RM 1                          9.552 METERS 04357     |
 CD0954| CD0953 BENCH MK USGS NR CHEATUM 1943        19.546 METERS 06824     |
 CD0954| CH8588 CHEATUM RM 2                         12.884 METERS 13204     |
 CD0954| CH8586 CHEATUM AZ MK                                      3463505.5 |
 CD0954|---------------------------------------------------------------------|
 CD0954
 CD0954                          SUPERSEDED SURVEY CONTROL
 CD0954
 CD0954  NAD 83(1986)-  31 26 40.16712(N)    104 33 54.08751(W) AD(       ) 1
 CD0954  NAD 27      -  31 26 39.70900(N)    104 33 52.32400(W) AD(       ) 1
 CD0954
 CD0954.Superseded values are not recommended for survey control.
 CD0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0954.See file dsdata.txt to determine how the superseded data were derived.
 CD0954
 CD0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ4133278946(NAD 83)
 CD0954_MARKER: DS = TRIANGULATION STATION DISK
 CD0954_SETTING: 80 = SET IN A BOULDER
 CD0954_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CD0954
 CD0954  HISTORY     - Date     Condition        Report By
 CD0954  HISTORY     - 1943     MONUMENTED       CGS
 CD0954
 CD0954                          STATION DESCRIPTION
 CD0954
 CD0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0954'STATION IS LOCATED ON THE HIGHEST POINT NEAR THE CENTER OF THE
 CD0954'HIGH AND PROMINENT GROUP OF HILLS KNOWN AS THE CHEATUM HILLS.
 CD0954'IT IS ON THE DIVIDE ON THE E SIDE OF THE SALT FLATS ABOUT 33
 CD0954'MILES NE OF VAN HORN AND IS ABOUT 6 MILES NW OF THE KNOX AND
 CD0954'BREWER RANCH HEADQUARTERS.
 CD0954'
 CD0954'STATION IS LOCATED ON THE SUMMIT OF THE SOUTHERNMOST OF TWO
 CD0954'HIGHEST HILLS IN THE RANGE RUNNING ROUGHLY N AND S.  A BRONZE
 CD0954'STATION DISK SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE
 CD0954'GROUND, STAMPED CHEATUM 1943.
 CD0954'
 CD0954'REFERENCE MARK 1 IS NE OF THE STATION.  A BRONZE DISK SET IN
 CD0954'A DRILL HOLE IN A ROCK BOULDER 6 INCHES BELOW THE GROUND, STAMPED
 CD0954'CHEATUM NO 1 1943.
 CD0954'
 CD0954'REFERENCE MARK 2 IS SE OF THE STATION.  A BRONZE DISK SET IN A
 CD0954'DRILL HOLE IN A ROCK BOULDER 6 INCHES BELOW THE GROUND, STAMPED
 CD0954'CHEATUM NO 2 1943.
 CD0954'
 CD0954'AZIMUTH MARK IS 0.4 MILE N OF THE STATION.  A BRONZE DISK SET
 CD0954'IN A DRILL HOLE IN A ROCK LEDGE ON THE W SIDE OF THE RIDGE,
 CD0954'SET FLUSH WITH THE GROUND.  STAMPED CHEATUM 1943.
 CD0954'
 CD0954'U.S. GEOLOGICAL SURVEY BENCH MARK ENE OF THE STATION IS SET
 CD0954'IN A ROCK FLUSH WITH THE GROUND.  STAMPED 5572 FEET VA 1905.
 CD0954'
 CD0954'TO REACH FROM VAN HORN, GO E ON U.S. HIGHWAY 80 FOR 8.0 MILES
 CD0954'TO THE BLADED ROAD TO THE LEFT OR N TOWARD WILDHORSE RAILROAD
 CD0954'STATION.  TURN LEFT HERE AND GO N ON THE BLADED ROAD, CROSS THE
 CD0954'RAILROAD AND FOLLOW THE MAIN BLADED ROAD N AND NE ACROSS THE
 CD0954'FLATS AND UP THROUGH THE MOUNTAINS 26.4 MILES TO A FORK IN
 CD0954'THE BLADED ROAD AND A CONCRETE-FILLED OIL BARREL IN THE FORK.
 CD0954'THIS FORK IS 1.5 MILES E OF THE SUMMIT OF THE DIVIDE.  TAKE
 CD0954'THE RIGHT FORK AND CONTINUE E DOWNGRADE 2.0 MILES TO A T-ROAD
 CD0954'E TO THE JONES RANCH AND TO KENT.  TURN LEFT HERE THROUGH A BOARD
 CD0954'GATE AND FOLLOW THE MAIN BLADED ROAD N AND NE (PASSING AN OLD
 CD0954'OIL WELL SITE AT ABOUT 0.5 MILE) FOR 6.2 MILES TO A BLADED ROAD
 CD0954'FORK.  THE RIGHT FORK OR THE ROAD STRAIGHT AHEAD CONTINUES
 CD0954'NE TOWARD WEATHERBY RANCH, RED BLUFF AND CARLSBAD.  TAKE
 CD0954'LEFT FORK FOR 0.7 MILE TO THE KNOX AND BREWER RANCH HEAD
 CD0954'QUARTERS, A SET OF METAL-ROOFED BUILDINGS.  GO NW UP A
 CD0954'LOW RIDGE ON A TRACK ROAD FROM NEAR THE GARAGE FOR 0.5
 CD0954'MILE TO A GATE IN A N-S FENCE.  PASS THROUGH THE GATE AND
 CD0954'CONTINUE NW, PASSING AN OLD OIL-WELL SITE, FOR 1.1 MILES TO
 CD0954'FORKS.  TAKE LEFT FORK AND CONTINUE FOR 2.2 MILES TO A
 CD0954'WIRE GATE AT A LARGE DIRT TANK IN THE CANYON.  PASS THROUGH GATE
 CD0954'AND CONTINUE UPGRADE FOLLOWING TRACK ROAD AND BEARING TO THE
 CD0954'RIGHT OUT THROUGH A SIDE CANYON AND THEN UP THE HIGH SLOPES
 CD0954'FOR 2.6 MILES TO A POINT WHERE THE ROAD PASSES UP INTO THE SIDE
 CD0954'OF THE MAIN MOUNTAIN AND TURNS SHARP TO THE RIGHT OR N ON A
 CD0954'NARROW SHELF.  THIS IS THE END OF THE TRUCK TRAVEL.  FROM HERE
 CD0954'PACK W AND SW UP THE STEEP SLOPE AND ALONG THE TOP FOR ABOUT 0.4
 CD0954'MILE TO THE STATION.  THERE IS A HILL AT THE N END OF THE
 CD0954'MOUNTAIN ABOUT 0.4 MILE NNE OF THE STATION THAT IS ABOUT THE
 CD0954'SAME ELEVATION.
 CD0954'
 CD0954'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0177 ***********************************************************************
 BN0177  DESIGNATION -  CHEROKEE
 BN0177  PID         -  BN0177
 BN0177  STATE/COUNTY-  TX/SAN SABA
 BN0177  USGS QUAD   -  CHEROKEE (1956)
 BN0177
 BN0177                         *CURRENT SURVEY CONTROL
 BN0177  ___________________________________________________________________
 BN0177* NAD 83(1993)-  30 58 43.64847(N)    098 42 29.61714(W)     ADJUSTED  
 BN0177* NAVD 88     -       462.209  (meters)    1516.43   (feet)  ADJUSTED  
 BN0177  ___________________________________________________________________
 BN0177  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 BN0177  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BN0177  DYNAMIC HT  -         461.597 (meters)    1514.42  (feet)  COMP
 BN0177  MODELED GRAV-     979,300.4   (mgal)                       NAVD 88
 BN0177
 BN0177  HORZ ORDER  -  SECOND
 BN0177  VERT ORDER  -  SECOND    CLASS 0
 BN0177
 BN0177.The horizontal coordinates were established by classical geodetic methods
 BN0177.and adjusted by the National Geodetic Survey in February 1996..
 BN0177
 BN0177.The orthometric height was determined by differential leveling
 BN0177.and adjusted by the National Geodetic Survey in June 1991..
 BN0177
 BN0177.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0177
 BN0177.The geoid height was determined by GEOID03.
 BN0177
 BN0177.The dynamic height is computed by dividing the NAVD 88
 BN0177.geopotential number by the normal gravity value computed on the
 BN0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0177.degrees latitude (g = 980.6199 gals.).
 BN0177
 BN0177.The modeled gravity was interpolated from observed gravity values.
 BN0177
 BN0177;                    North         East     Units Scale Factor Converg.
 BN0177;SPC TX C     - 3,146,589.250   855,215.055   MT  0.99988182   +0 50 13.3
 BN0177;SPC TX C     -10,323,434.90  2,805,818.06   sFT  0.99988182   +0 50 13.3
 BN0177;UTM  14      - 3,427,287.988   527,860.640   MT  0.99960957   +0 09 00.7
 BN0177
 BN0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0177!SPC TX C     -   0.99993113  x   0.99988182  =   0.99981296
 BN0177!UTM  14      -   0.99993113  x   0.99960957  =   0.99954073
 BN0177
 BN0177|---------------------------------------------------------------------|
 BN0177| PID    Reference Object                     Distance      Geod. Az  |
 BN0177|                                                           dddmmss.s |
 BN0177| BN0688 CHEROKEE METHODIST CH SPIRE         284.453 METERS 00743     |
 BN0177| CA1013 DEE                                 APPROX.10.9 KM 0221651.0 |
 BN0177| BN0178 CHEROKEE RM 1                        24.350 METERS 11306     |
 BN0177| CV4540 CHEROKEE AZ MK                                     3593218.8 |
 BN0177| CV4541 CHEROKEE RM 2                        40.087 METERS 35946     |
 BN0177|---------------------------------------------------------------------|
 BN0177
 BN0177                          SUPERSEDED SURVEY CONTROL
 BN0177
 BN0177  NAD 83(1986)-  30 58 43.65903(N)    098 42 29.60309(W) AD(       ) 2
 BN0177  NAD 27      -  30 58 43.04600(N)    098 42 28.46100(W) AD(       ) 2
 BN0177  NGVD 29 (??/??/92)  462.152  (m)         1516.24   (f) ADJ UNCH    2 0
 BN0177
 BN0177.Superseded values are not recommended for survey control.
 BN0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0177.See file dsdata.txt to determine how the superseded data were derived.
 BN0177
 BN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV2786127288(NAD 83)
 BN0177_MARKER: DB = BENCH MARK DISK
 BN0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0177_STAMPING: CHEROKEE 1935
 BN0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0177+STABILITY: SURFACE MOTION
 BN0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0177+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 BN0177
 BN0177  HISTORY     - Date     Condition        Report By
 BN0177  HISTORY     - 1935     MONUMENTED       CGS
 BN0177  HISTORY     - 1935     GOOD             CGS
 BN0177  HISTORY     - 1937     GOOD             TXHD
 BN0177  HISTORY     - 1956     GOOD             USGS
 BN0177  HISTORY     - 20050503 GOOD             TXDOT
 BN0177
 BN0177                          STATION DESCRIPTION
 BN0177
 BN0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0177'STATION IS IN THE YARD OF THE CHEROKEE HIGH SCHOOL, IN THE
 BN0177'TOWN OF CHEROKEE.
 BN0177'
 BN0177'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BN0177'BRONZE DISKS SET IN CONCRETE.
 BN0177'
 BN0177'REFERENCE MARK NO. 1, IS 1 FOOT N OF EW FENCE LINE AND 12
 BN0177'FEET N OF CENTER LINE OF EW STREET.  IT PROJECTS 8 INCHES AND
 BN0177'IS SE BY E OF STATION.
 BN0177'
 BN0177'REFERENCE MARK NO. 2, IS 1 FOOT E OF NS FENCE LINE AND 46
 BN0177'FEET E OF CENTER LINE OF STATE HIGHWAY 81.  IT PROJECTS
 BN0177'7 INCHES AND IS N OF STATION.
 BN0177'
 BN0177'AZIMUTH MARK IS 27 FEET E OF CENTER LINE OF STATE HIGHWAY
 BN0177'81, 30 FEET W OF FENCE LINE AND PROJECTS 6 INCHES.  TO REACH
 BN0177'AZIMUTH MARK, GO N ON STATE HIGHWAY 81 FOR 0.65 MILE FROM
 BN0177'STATION TO MARK ON E.
 BN0177'
 BN0177'TO REACH STATION FROM THE POST OFFICE IN CHEROKEE--GO S ON
 BN0177'STATE HIGHWAY 81 FOR 0.25 MILE TO MARK ON E IN SCHOOL YARD.
 BN0177'
 BN0177'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BN0177
 BN0177                          STATION RECOVERY (1935)
 BN0177
 BN0177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BN0177'IN CHEROKEE.
 BN0177'AT CHEROKEE AND ALONG STATE HIGHWAY 81 95 YARDS WEST OF THE WEST TEXAS
 BN0177'NORMAL AND BUSINESS COLLEGE BUILDING.  20 YARDS EAST OF CENTER OF
 BN0177'STATE HIGHWAY 81.  3 YARDS EAST OF THE RIGHT OF WAY FENCE.
 BN0177
 BN0177                          STATION RECOVERY (1937)
 BN0177
 BN0177'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0177'SCHOOL OF CHEROKEE MORE PROMINENT POINT THAN POST OFFICE.
 BN0177'MARK CLOSE TO SW CORNER OF SCHOOL GROUND.
 BN0177'
 BN0177'SURFACE MARK IN GOOD CONDITION.
 BN0177
 BN0177                          STATION RECOVERY (1956)
 BN0177
 BN0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BN0177'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  IT WAS
 BN0177'PROBABLY DESTROYED BY WIDENING OF STATE HWY. 16.
 BN0177
 BN0177                          STATION RECOVERY (2005)
 BN0177
 BN0177'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2005 (SB)
 BN0177'MONUMNENT WAS 1 FOOT INSIDE THE SCHOOL YARD AT SH 16 EAST ROW CHAIN
 BN0177'LINK FENCE AT THE SOUTHWEST PART OF CHEROKEE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1141 ***********************************************************************
 CR1141  DESIGNATION -  CHEROKEE
 CR1141  PID         -  CR1141
 CR1141  STATE/COUNTY-  TX/RUSK
 CR1141  USGS QUAD   -  ELDERVILLE (1983)
 CR1141
 CR1141                         *CURRENT SURVEY CONTROL
 CR1141  ___________________________________________________________________
 CR1141* NAD 83(1993)-  32 21 58.41145(N)    094 43 59.87103(W)     ADJUSTED  
 CR1141* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 CR1141  ___________________________________________________________________
 CR1141  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CR1141  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1141
 CR1141  HORZ ORDER  -  FIRST
 CR1141
 CR1141.The horizontal coordinates were established by classical geodetic methods
 CR1141.and adjusted by the National Geodetic Survey in February 1996..
 CR1141
 CR1141.The orthometric height was scaled from a topographic map.
 CR1141
 CR1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1141
 CR1141.The geoid height was determined by GEOID03.
 CR1141
 CR1141;                    North         East     Units Scale Factor Converg.
 CR1141;SPC TXNC     - 2,083,929.540   954,409.618   MT  0.99994364   +2 03 15.6
 CR1141;SPC TXNC     - 6,837,025.50  3,131,258.89   sFT  0.99994364   +2 03 15.6
 CR1141;UTM  15      - 3,582,350.915   336,924.180   MT  0.99992795   -0 55 41.1
 CR1141
 CR1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1141!SPC TXNC     -   0.99998264  x   0.99994364  =   0.99992628
 CR1141!UTM  15      -   0.99998264  x   0.99992795  =   0.99991059
 CR1141
 CR1141:                Primary Azimuth Mark                     Grid Az
 CR1141:SPC TXNC     -  CHEROKEE AZ MK                           031 19 56.6
 CR1141:UTM  15      -  CHEROKEE AZ MK                           034 18 53.3
 CR1141
 CR1141|---------------------------------------------------------------------|
 CR1141| PID    Reference Object                     Distance      Geod. Az  |
 CR1141|                                                           dddmmss.s |
 CR1141| CX5584 CHEROKEE AZ MK                                     0332312.2 |
 CR1141| CX5585 CHEROKEE AZ MK 2                                   0334253.5 |
 CR1141| CX5586 CHEROKEE RM 1                        20.389 METERS 06606     |
 CR1141| CR1142 FLANAGAN                            APPROX.11.4 KM 1404925.2 |
 CR1141| CX5587 CHEROKEE RM 2                        21.073 METERS 18223     |
 CR1141| CR1175 KILGORE W MUNICIPAL TANK            APPROX.13.7 KM 2773351.1 |
 CR1141| CR1167 KILGORE E MUNICIPAL TANK            APPROX.12.4 KM 2783505.0 |
 CR1141| CR1168 KILGORE HALLIBURTON RAD MAST        APPROX.12.9 KM 2862221.1 |
 CR1141|---------------------------------------------------------------------|
 CR1141
 CR1141                          SUPERSEDED SURVEY CONTROL
 CR1141
 CR1141  NAD 83(1986)-  32 21 58.41978(N)    094 43 59.85903(W) AD(       ) 1
 CR1141  NAD 27      -  32 21 57.87250(N)    094 43 59.09930(W) AD(       ) 1
 CR1141
 CR1141.Superseded values are not recommended for survey control.
 CR1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1141.See file dsdata.txt to determine how the superseded data were derived.
 CR1141
 CR1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3692482351(NAD 83)
 CR1141_MARKER: DS = TRIANGULATION STATION DISK
 CR1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1141
 CR1141  HISTORY     - Date     Condition        Report By
 CR1141  HISTORY     - 1950     MONUMENTED       CGS
 CR1141  HISTORY     - 1958     GOOD             CGS
 CR1141  HISTORY     - 1963     GOOD             CGS
 CR1141  HISTORY     - 1970     GOOD             NGS
 CR1141  HISTORY     - 1981     GOOD             NGS
 CR1141
 CR1141                          STATION DESCRIPTION
 CR1141
 CR1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1141'STATION IS LOCATED ABOUT 9 MILES EAST OF KILGORE, 9 MILES
 CR1141'SOUTH OF LONGVIEW AND 1-1/2 MILES SOUTHWEST OF THE GREGG COUNTY
 CR1141'AIRFIELD.  STATION IS ON A HIGH PROMINENT HILL WHICH WAS PROBABLY
 CR1141'AT ONE TIME UNDER CULTIVATION.  THERE ARE A FEW VERY SMALL
 CR1141'SCATTERED PINE TREES ON HILL.  STATION IS ABOUT 200 PACES
 CR1141'WEST OF FENCELINE AND 6.5 FEET NORTH NORTHEAST OF WITNESS POST.
 CR1141'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 CR1141'CHEROKEE 1950.
 CR1141'
 CR1141'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES AND THE DISK IS
 CR1141'STAMPED CHEROKEE NO 1 1950.
 CR1141'
 CR1141'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES AND THE DISK IS
 CR1141'STAMPED CHEROKEE NO 2 1950.
 CR1141'
 CR1141'AZIMUTH MARK IS 40 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 CR1141'OF HARD SURFACED ROAD, 3 FEET WEST OF WITNESS POST AND 1 FOOT
 CR1141'NORTH OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 CR1141'DISK IS STAMPED CHEROKEE 1950.
 CR1141'
 CR1141'TO REACH FROM THE JUNCTION OF BUSINESS ROUTE U.S. 80 AND STATE
 CR1141'ROUTE 149 ON THE EAST SIDE OF LONGVIEW GO SOUTH ON ROUTE 149
 CR1141'FOR 5.95 MILES TO ROUTE 322.  TURN RIGHT AND GO WESTERLY ON ROUTE
 CR1141'322 FOR 3.35 MILES TO A CHURCH ON THE LEFT AND A SIDE ROAD RIGHT.
 CR1141'TURN RIGHT AND GO WEST FOR 0.45 MILE TO AZIMUTH ON LEFT OR SOUTH
 CR1141'SIDE OF ROAD AS DESCRIBED.  CONTINUE WEST FOR 0.2 MILE TO GRAVEL
 CR1141'ROAD LEFT.  TURN SHARP LEFT AND FOLLOW GRAVEL ROAD FOR 0.1 MILE
 CR1141'TO DOUBLE GATE.  PASS THROUGH RIGHT GATE AND CONTINUE STRAIGHT
 CR1141'AHEAD ON TRACK ROAD FOR 0.4 MILE TO TOP OF HILL AND STATION
 CR1141'ON HIGHEST POINT.
 CR1141'
 CR1141'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1141
 CR1141                          STATION RECOVERY (1958)
 CR1141
 CR1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1141'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 CR1141'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 CR1141'MARK HAS BEEN DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED
 CR1141'BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS.
 CR1141'
 CR1141'THE STATION IS LOCATED ON A HIGH PROMINENT HILL THAT IS SOWED
 CR1141'IN CLOVER NOW, ABOUT 9.0 MILES EAST OF KILGORE, ABOUT 9.0 MILES
 CR1141'SOUTH OF LONGVIEW, ABOUT 1.5 MILES SOUTHWEST OF THE GREGG
 CR1141'COUNTY AIRFIELD, ABOUT 500 FEET WEST OF A WIRE FENCE AND 5
 CR1141'FEET NORTH-NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4
 CR1141'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CHEROKEE
 CR1141'1950.
 CR1141'
 CR1141'REFERENCE MARK NO. 1 IS SET ON THE NORTHEAST EDGE OF THE HILL AND
 CR1141'IS ABOUT 1 FOOT LOWER THAN THE STATION.  THE MARK PROJECTS 6 INCHES
 CR1141'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CHEROKEE NO
 CR1141'1 1950.
 CR1141'
 CR1141'REFERENCE MARK NO. 2 IS SET ON THE SOUTH SIDE OF THE HILL AND
 CR1141'IS ABOUT 1 FOOT LOWER THAN THE STATION.  THE MARK PROJECTS 6
 CR1141'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CHEROKEE
 CR1141'NO 2 1950.
 CR1141'
 CR1141'AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTER OF FARM ROAD NO.
 CR1141'12011, 2 FEET EAST OF A WITNESS POST AND SET IN A FENCE LINE.
 CR1141'THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1141'AND IS STAMPED CHEROKEE 1950 RESET 1958.
 CR1141'
 CR1141'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE U.S.
 CR1141'HIGHWAY NO. 80 AND STATE HIGHWAY NO. 149 IN THE EAST PART OF
 CR1141'LONGVIEW, GO SOUTH ON STATE HIGHWAY NO. 149 FOR 6.0 MILES TO
 CR1141'STATE HIGHWAY NO. 322, TURN RIGHT ON STATE HIGHWAY NO. 322 AND
 CR1141'GO WESTERLY FOR 3.3 MILES TO FARM ROAD NO. 12011, TURN RIGHT
 CR1141'AND GO WEST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 CR1141'DESCRIBED, CONTINUE WEST ON FARM ROAD NO. 12011 FOR 0.4 MILE
 CR1141'TO A DRIVE WAY ON THE LEFT AND A WIRE GATE, TURN LEFT AND
 CR1141'KEEP ROAD LEADING TO THE RIGHT OF A HOUSE AND GO 0.1 MILE TO
 CR1141'A WIRE GATE, CONTINUE AHEAD ON TRACK ROAD FOR 0.4 MILE TO A
 CR1141'WIRE GATE, CONTINUE AHEAD PASSING THROUGH CLOVER FIELD FOR
 CR1141'0.4 MILE TO THE STATION AS DESCRIBED.
 CR1141'
 CR1141'OBSERVATIONS WERE MADE FROM A 77-FOOT TOWER.
 CR1141
 CR1141                          STATION RECOVERY (1963)
 CR1141
 CR1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 CR1141'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CR1141'AND VERIFIED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 CR1141'RECOVERED.  THE 1950 DESCRIPTION IS ADEQUATE.
 CR1141
 CR1141                          STATION RECOVERY (1970)
 CR1141
 CR1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JRH)
 CR1141'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 CR1141'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE
 CR1141'1950 DESCRIPTION IS ADEQUATE.
 CR1141'
 CR1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 CR1141'SOUTH OF LONGVIEW, TEXAS
 CR1141
 CR1141                          STATION RECOVERY (1981)
 CR1141
 CR1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (PMC)
 CR1141'RECOVERED AS DESCRIBED IN GOOD CONDITION, WITH FOLLOWING ADDITIONS--
 CR1141'
 CR1141'WITNESS POST IS GONE, AND FIELD IS NOW A HAY FIELD.  THE STATION
 CR1141'IS LOCATED ATOP THE CREST OF THE HILL.  THERE IS NOW A POLE LINE
 CR1141'RUNNING THROUGH THE FIELD, AND THE STATION IS LOCATED 213.5 FEET
 CR1141'SE OF A POLE WITH AN OVAL TAG MARKED SWEPCO 95542.  THE TAG IS
 CR1141'APPROXIMATELY 5 FEET UP FROM BASE OF POLE.  THIS POLE IS ALSO THE
 CR1141'CENTER POLE OF THREE THAT CUT THROUGH THE FIELD.
 CR1141'
 CR1141'THERE IS ALSO A LONE TREE NEAR THE CREST OF THE HILL, BETWEEN THE
 CR1141'CREST AND THE WIRE FENCE LINE.  STATION IS LOCATED 114.25 FEET
 CR1141'WEST OF TREE.
 CR1141'
 CR1141'REFERENCE MARKS NO. 1 AND NO. 2 WERE LOCATED IN GOOD CONDITION AS
 CR1141'DESCRIBED.
 CR1141'
 CR1141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTH OF
 CR1141'LONGVIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0801 ***********************************************************************
 EN0801  DESIGNATION -  CHEROKEE
 EN0801  PID         -  EN0801
 EN0801  STATE/COUNTY-  TX/BRISCOE
 EN0801  USGS QUAD   -  SCHOTT MOUNTAIN (1985)
 EN0801
 EN0801                         *CURRENT SURVEY CONTROL
 EN0801  ___________________________________________________________________
 EN0801* NAD 83(1993)-  34 32 06.95631(N)    101 04 40.07264(W)     ADJUSTED  
 EN0801* NAVD 88     -       846.     (meters)    2776.     (feet)  SCALED    
 EN0801  ___________________________________________________________________
 EN0801  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 EN0801  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EN0801
 EN0801  HORZ ORDER  -  FIRST
 EN0801
 EN0801.The horizontal coordinates were established by classical geodetic methods
 EN0801.and adjusted by the National Geodetic Survey in February 1996..
 EN0801
 EN0801.The orthometric height was scaled from a topographic map.
 EN0801
 EN0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0801
 EN0801.The geoid height was determined by GEOID03.
 EN0801
 EN0801;                    North         East     Units Scale Factor Converg.
 EN0801;SPC TX N     - 1,059,465.074   238,759.682   MT  1.00002857   +0 14 40.9
 EN0801;SPC TX N     - 3,475,928.33    783,330.72   sFT  1.00002857   +0 14 40.9
 EN0801;UTM  14      - 3,823,468.383   309,316.710   MT  1.00004819   -1 10 41.8
 EN0801
 EN0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0801!SPC TX N     -   0.99987149  x   1.00002857  =   0.99990006
 EN0801!UTM  14      -   0.99987149  x   1.00004819  =   0.99991968
 EN0801
 EN0801|---------------------------------------------------------------------|
 EN0801| PID    Reference Object                     Distance      Geod. Az  |
 EN0801|                                                           dddmmss.s |
 EN0801| CJ6873 CHEROKEE RM 1                         3.285 METERS 07705     |
 EN0801| EN0821 QUITAQUE MUNICIPAL TANK             APPROX.18.4 KM 1730441.4 |
 EN0801| CJ6874 CHEROKEE RM 2                         3.597 METERS 18401     |
 EN0801| CJ5565 11 RDS                                             3312728.9 |
 EN0801|---------------------------------------------------------------------|
 EN0801
 EN0801                          SUPERSEDED SURVEY CONTROL
 EN0801
 EN0801  NAD 83(1993)-  34 32 06.95817(N)    101 04 40.07023(W) AD(       ) 1
 EN0801  NAD 83(1986)-  34 32 06.96139(N)    101 04 40.06611(W) AD(       ) 1
 EN0801  NAD 27      -  34 32 06.73935(N)    101 04 38.52219(W) AD(       ) 1
 EN0801
 EN0801.Superseded values are not recommended for survey control.
 EN0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0801.See file dsdata.txt to determine how the superseded data were derived.
 EN0801
 EN0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD0931723468(NAD 83)
 EN0801_MARKER: DS = TRIANGULATION STATION DISK
 EN0801_SETTING: 66 = SET IN ROCK OUTCROP
 EN0801
 EN0801  HISTORY     - Date     Condition        Report By
 EN0801  HISTORY     - 1964     MONUMENTED       CGS
 EN0801
 EN0801                          STATION DESCRIPTION
 EN0801
 EN0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0801'THE STATION IS ABOUT 12 MILES NORTH OF QUITAQUE, 14 MILES NORTHEAST
 EN0801'OF SILVERTON, 14 MILES NORTHWEST OF TURKEY, ON THE HIGHEST POINT OF
 EN0801'A BRUSHY HILL WHICH IS THE HIGHEST HILL IN THE IMMEDIATE VICINITY
 EN0801'AND ON LAND OWNED BY GLEN CLEVELAND.
 EN0801'
 EN0801'TO REACH THE STATION FROM THE COURTHOUSE IN SILVERTON, GO EAST ON
 EN0801'STATE HIGHWAY 86 FOR 2.9 MILES OT STATE HIGHWAY 256.  TURN LEFT AND
 EN0801'CONTINUE EASTERLY ON HIGHWAY 256 FOR 12.0 MILES TO A CROSSROAD AND
 EN0801'A SIGN QUITAQUE.  TURN LEFT, CROSS A CATTLE GUARD AND GO NORTHERLY
 EN0801'FOR 0.05 MILE TO A FORK.  BEAR LEFT AND CONTINUE NORTHERLY FOR 0.25
 EN0801'MILE TO A BRIDGE.  CROSS THE BRIDGE AND CONTINUE NORTHERLY FOR 2.05
 EN0801'MILES TO ANOTHER BRIDGE.  CROSS THE BRIDGE AND CONTINUE NORTHERLY
 EN0801'FOR 2.15 MILES TO THE END OF A LANE AT A CATTLE GUARD ON THE LEFT.
 EN0801'TURN LEFT, CROSS THE CATTLE GUARD AND CONTINUE WESTERLY FOR 0.9 MILE
 EN0801'TO A FORK.  (TO REACH 11 RDS (USGS) FROM THIS POINT CONTINUE
 EN0801'WEST FOR 0.35 MILE TO A CATTLE GUARD ON THE RIGHT.  TURN RIGHT,
 EN0801'CROSS THE CATTLE GUARD AND GO NORTHERLY FOR 0.25 MILE TO A RANCH
 EN0801'HOUSE OWNED BY GLEN CLEVELAND AND THE MARK.) TURN LEFT AND GO
 EN0801'SOUTH UP A DRAW FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM
 EN0801'THIS POINT PACK SOUTH UP STEEP, BRUSHY SLOPE FOR ABOUT 20 MINUTES TO
 EN0801'A SMALL, ROCKY CLEARED AREA AND THE STATION.
 EN0801'
 EN0801'THE STATION MARK IS A STANDARD DISK, STAMPED CHEROKEE 1964, CEMENTED
 EN0801'IN A DRILL HOLE IN A 4 BY 5 FOOT MASS OF ROCK OUTCROP THAT IS FLUSH
 EN0801'WITH THE GROUND.  IT IS 7.3 FEET NORTHWEST OF A WITNESS POST.
 EN0801'
 EN0801'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHEROKEE NO 1 1964,
 EN0801'CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP FLUSH WITH
 EN0801'THE GROUND.  IT IS 9.6 FEET NORTHEAST OF THE WITNESS POST AND ABOUT
 EN0801'1 FOOT LOWER THAN THE STATION.
 EN0801'
 EN0801'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHEROKEE NO 2 1964,
 EN0801'CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT ROCK OUTCROP FLUSH WITH
 EN0801'THE GROUND.  IT IS 8.6 FEET SOUTHWEST OF THE WITNESS POST AND ABOUT
 EN0801'THE SAME ELEVATION AS THE STATION.
 EN0801'
 EN0801'11 RDS (USGS) IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL
 EN0801'SURVEY, STAMPED 2461 11 RDS 1964, SET IN THE TOP OF AN 8 INCH SQUARE
 EN0801'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 3.0 FEET NORTH OF A
 EN0801'TRANSFORMER POLE, 2.6 FEET SOUTH OF A FENCE CORNER AND 45.2 FEET
 EN0801'NORTHEAST OF THE NORTHEAST CORNER OF THE RANCH HOUSE.
 EN0801'
 EN0801'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2779 ***********************************************************************
 BY2779  SACS        -  This is a Secondary Airport Control Station.
 BY2779  DESIGNATION -  CHEROKEE
 BY2779  PID         -  BY2779
 BY2779  STATE/COUNTY-  TX/CHEROKEE
 BY2779  USGS QUAD   -  RUSK (1973)
 BY2779
 BY2779                         *CURRENT SURVEY CONTROL
 BY2779  ___________________________________________________________________
 BY2779* NAD 83(1993)-  31 52 13.18759(N)    095 13 03.80184(W)     ADJUSTED  
 BY2779* NAVD 88     -       201.46   (meters)     661.0    (feet)  GPS OBS   
 BY2779  ___________________________________________________________________
 BY2779  X           -    -493,063.000 (meters)                     COMP
 BY2779  Y           -  -5,399,346.157 (meters)                     COMP
 BY2779  Z           -   3,348,321.466 (meters)                     COMP
 BY2779  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BY2779  ELLIP HEIGHT-         174.91  (meters)          (07/03/01) GPS OBS
 BY2779  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY2779
 BY2779  HORZ ORDER  -  FIRST
 BY2779  ELLP ORDER  -  FOURTH    CLASS II
 BY2779
 BY2779.This mark is at Cherokee Co (JSO) Airport (JSO)
 BY2779
 BY2779.The horizontal coordinates were established by GPS observations
 BY2779.and adjusted by the National Geodetic Survey in September 1996..
 BY2779
 BY2779.The orthometric height was determined by GPS observations and a
 BY2779.high-resolution geoid model.
 BY2779
 BY2779.GPS derived orthometric heights for airport stations designated as
 BY2779.PACS or SACS are published to 2 decimal places.  This maintains
 BY2779.centimeter relative accuracy between the PACS and SACS.  It does
 BY2779.not indicate centimeter accuracy relative to other marks which are
 BY2779.part of the NAVD 88 network.
 BY2779
 BY2779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BY2779
 BY2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2779
 BY2779.The ellipsoidal height was determined by GPS observations
 BY2779.and is referenced to NAD 83.
 BY2779
 BY2779.The geoid height was determined by GEOID03.
 BY2779
 BY2779;                    North         East     Units Scale Factor Converg.
 BY2779;SPC TX C     - 3,255,426.779 1,183,896.909   MT  0.99999653   +2 38 05.4
 BY2779;SPC TX C     -10,680,512.69  3,884,168.44   sFT  0.99999653   +2 38 05.4
 BY2779;UTM  15      - 3,528,207.322   290,206.609   MT  1.00014284   -1 10 17.0
 BY2779
 BY2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2779!SPC TX C     -   0.99997254  x   0.99999653  =   0.99996907
 BY2779!UTM  15      -   0.99997254  x   1.00014284  =   1.00011537
 BY2779
 BY2779:                Primary Azimuth Mark                     Grid Az
 BY2779:SPC TX C     -  CHEROKEE AZ MK                           317 05 08.0
 BY2779:UTM  15      -  CHEROKEE AZ MK                           320 53 30.4
 BY2779
 BY2779|---------------------------------------------------------------------|
 BY2779| PID    Reference Object                     Distance      Geod. Az  |
 BY2779|                                                           dddmmss.s |
 BY2779| BY2782 CHEROKEE AZ MK                      APPROX. 0.6 KM 3194313.4 |
 BY2779|---------------------------------------------------------------------|
 BY2779
 BY2779                          SUPERSEDED SURVEY CONTROL
 BY2779
 BY2779  ELLIP H (09/12/96)  174.96   (m)                       GP(       ) 4 2
 BY2779  NAD 83(1993)-  31 52 13.18864(N)    095 13 03.79799(W) AD(       ) 3
 BY2779  ELLIP H (02/16/96)  175.02   (m)                       GP(       ) 5 1
 BY2779  ELLIP H (01/21/93)  174.82   (m)                       GP(       ) 4 2
 BY2779  NAD 83(1986)-  31 52 13.19904(N)    095 13 03.78104(W) AD(       ) 3
 BY2779  NAD 27      -  31 52 12.61381(N)    095 13 02.98437(W) AD(       ) 3
 BY2779  NGVD 29 (12/08/88)  201.4    (m)          661.     (f) GPS OBS        
 BY2779
 BY2779.Superseded values are not recommended for survey control.
 BY2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2779.See file dsdata.txt to determine how the superseded data were derived.
 BY2779
 BY2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR9020728207(NAD 83)
 BY2779_MARKER: I = METAL ROD
 BY2779_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2779_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2779_STAMPING: CHEROKEE 1987
 BY2779_MARK LOGO: NGS   
 BY2779_PROJECTION: FLUSH
 BY2779_MAGNETIC: I = MARKER IS A STEEL ROD
 BY2779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2779+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1994
 BY2779_ROD/PIPE-DEPTH: 6.41 meters
 BY2779_SLEEVE-DEPTH  : 0.90 meters
 BY2779
 BY2779  HISTORY     - Date     Condition        Report By
 BY2779  HISTORY     - 1987     MONUMENTED       NGS
 BY2779  HISTORY     - 19880331 GOOD
 BY2779  HISTORY     - 19941128 GOOD             NGS
 BY2779  HISTORY     - 19960420 GOOD             USPSQD
 BY2779
 BY2779                          STATION DESCRIPTION
 BY2779
 BY2779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BY2779'THE STATION IS LOCATED ABOUT 13 KM (8.10 MI) SOUTH-SOUTHEAST OF
 BY2779'JACKSONVILLE, AT THE CHEROKEE COUNTY AIRPORT.  OWNERSHIP--CHEROKEE
 BY2779'COUNTY C/O RONNY LOUGH, P.O. BOX 45, JACKSONVILLE, TX 75766.TELEPHONE
 BY2779'NUMBER 214-586-8219.
 BY2779'TO REACH THE STATION FORM THE JUNCTION OF U.S. HIGHWAY 69 AND FARM
 BY2779'ROAD 22, ABOUT 6 KM (3.75 MI) SOUTHEAST OF JACKSONVILLE.  GO
 BY2779'SOUTHEAST ON U.S. HIGHWAY 69 FOR 6.2 KM (3.85 MI) TO A ROAD RIGHT.
 BY2779'TURN RIGHT AND GO WEST FOR 0.6 KM (0.35 MI) TO THE
 BY2779'ADMINISTRATIONBUILDING ON THE LEFT.  GO SOUTHWEST ACROSS THE APRON TO
 BY2779'THE STATION.
 BY2779'THE MARK IS SET 48.2 M (158.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 BY2779'RUNWAY, 14.3 M (46.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 BY2779'CONNECTOR, 12.9 M (42.3 FT) 7.8 M (25.6 FT) NORTH OF A TAXIWAY
 BY2779'LIGHT,AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 BY2779'DESCRIBED BY V.L.F.
 BY2779
 BY2779                          STATION RECOVERY (1988)
 BY2779
 BY2779'RECOVERED 1988
 BY2779'RECOVERED IN GOOD CONDITION.
 BY2779
 BY2779                          STATION RECOVERY (1994)
 BY2779
 BY2779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 BY2779'THE STATION IS LOCATED ABOUT 13 KM (8.05 MI) SOUTH-SOUTHEAST OF
 BY2779'JACKSONVILLE, AT THE CHEROKEE COUNTY AIRPORT, IN THE MEDIAN OF THE
 BY2779'RUNWAY AND PARALLEL TAXI, AND ON THE NORTHWEST SIDE OF A CONNECTOR
 BY2779'TAXI ACROSS THE APRON FROM THE AIRPORT OFFICE.  OWNERSHIP--CHEROKEE
 BY2779'COUNTY, RT.5 BOX 412, RUSK, TX 75785.  AIRPORT COORDINATOR IS RAY
 BY2779'DAVIS.  PHONE 903-683-6069.  CALL ONE DAY IN ADVANCE FOR PERMISSION TO
 BY2779'OCCUPY THIS STATION.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 69
 BY2779'AND FARM ROAD 22, ABOUT 6 KM (3.70 MI) SOUTHEAST OF JACKSONVILLE, GO
 BY2779'SOUTHEAST ON U.S.  HIGHWAY 69 FOR 6.2 KM (3.85 MI) TO A ROAD RIGHT.
 BY2779'TURN SHARP RIGHT, WEST, FOR 0.6 KM (0.35 MI) TO THE ADMINISTRATION
 BY2779'BUILDING ON THE LEFT.  PASS AROUND TO THE RIGHT OF THE BUILDING TO THE
 BY2779'APRON.  TURN LEFT, SOUTHWEST, ACROSS APRON FOR 60 M (196.8 FT) TO THE
 BY2779'TAXI AND THE STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP
 BY2779'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM
 BY2779'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 BY2779'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 48.5 NORTHEAST OF THE
 BY2779'CENTER OF THE RUNWAY, 14.2 M (46.6 FT) NORTHWEST OF THE CENTER OF THE
 BY2779'CONNECTOR, 12.8 M (42.0 FT) SOUTHWEST OF THE CENTER OF THE TAXI, 7.8 M
 BY2779'(25.6 FT) NORTH OF A TAXI LIGHT, AND 0.3 M (1.0 FT) EAST OF A
 BY2779'FIBERGLASS WITNESS POST.  STATION IS AIRPORT SACS.  DESCRIBED BY AUG.
 BY2779
 BY2779                          STATION RECOVERY (1996)
 BY2779
 BY2779'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0175 ***********************************************************************
 BN0175  DESIGNATION -  CHEROKEE AZ 1
 BN0175  PID         -  BN0175
 BN0175  STATE/COUNTY-  TX/SAN SABA
 BN0175  USGS QUAD   -  CHEROKEE (1956)
 BN0175
 BN0175                         *CURRENT SURVEY CONTROL
 BN0175  ___________________________________________________________________
 BN0175* NAD 83(1986)-  30 59 19.     (N)    098 42 28.     (W)     SCALED    
 BN0175* NAVD 88     -       456.836  (meters)    1498.80   (feet)  ADJUSTED  
 BN0175  ___________________________________________________________________
 BN0175  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 BN0175  DYNAMIC HT  -         456.231 (meters)    1496.82  (feet)  COMP
 BN0175  MODELED GRAV-     979,301.9   (mgal)                       NAVD 88
 BN0175
 BN0175  VERT ORDER  -  SECOND    CLASS 0
 BN0175
 BN0175.The horizontal coordinates were scaled from a topographic map and have
 BN0175.an estimated accuracy of +/- 6 seconds.
 BN0175
 BN0175.The orthometric height was determined by differential leveling
 BN0175.and adjusted by the National Geodetic Survey in June 1991..
 BN0175
 BN0175.The geoid height was determined by GEOID03.
 BN0175
 BN0175.The dynamic height is computed by dividing the NAVD 88
 BN0175.geopotential number by the normal gravity value computed on the
 BN0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0175.degrees latitude (g = 980.6199 gals.).
 BN0175
 BN0175.The modeled gravity was interpolated from observed gravity values.
 BN0175
 BN0175;                    North         East    Units  Estimated Accuracy
 BN0175;SPC TX C     - 3,147,680.      855,240.      MT  (+/- 180 meters Scaled)
 BN0175
 BN0175                          SUPERSEDED SURVEY CONTROL
 BN0175
 BN0175  NGVD 29 (??/??/92)  456.780  (m)         1498.62   (f) ADJ UNCH    2 0
 BN0175
 BN0175.Superseded values are not recommended for survey control.
 BN0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0175.See file dsdata.txt to determine how the superseded data were derived.
 BN0175
 BN0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV279283(NAD 83)
 BN0175_MARKER: DZ = AZIMUTH MARK DISK
 BN0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0175_STAMPING: AZ 1 1935
 BN0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0175+STABILITY: SURFACE MOTION
 BN0175
 BN0175  HISTORY     - Date     Condition        Report By
 BN0175  HISTORY     - 1935     MONUMENTED       CGS
 BN0175
 BN0175                          STATION DESCRIPTION
 BN0175
 BN0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0175'0.7 MI N FROM CHEROKEE.
 BN0175'0.7 MILE NORTH OF AND ALONG STATE HIGHWAY 81 16 YARDS EAST OF CENTER
 BN0175'OF HIGHWAY.  25 YARDS EAST OF A FENCE ON THE EAST SIDE OF A CEMETARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2782 ***********************************************************************
 BY2782  SACS        -  This is a Secondary Airport Control Station.
 BY2782  DESIGNATION -  CHEROKEE AZ MK
 BY2782  PID         -  BY2782
 BY2782  STATE/COUNTY-  TX/CHEROKEE
 BY2782  USGS QUAD   -  RUSK (1973)
 BY2782
 BY2782                         *CURRENT SURVEY CONTROL
 BY2782  ___________________________________________________________________
 BY2782* NAD 83(1993)-  31 52 28.41235(N)    095 13 18.92187(W)     ADJUSTED  
 BY2782* NAVD 88     -       205.20   (meters)     673.2    (feet)  GPS OBS   
 BY2782  ___________________________________________________________________
 BY2782  X           -    -493,436.545 (meters)                     COMP
 BY2782  Y           -  -5,399,066.575 (meters)                     COMP
 BY2782  Z           -   3,348,721.695 (meters)                     COMP
 BY2782  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BY2782  ELLIP HEIGHT-         178.66  (meters)          (07/03/01) GPS OBS
 BY2782  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY2782
 BY2782  HORZ ORDER  -  FIRST
 BY2782  ELLP ORDER  -  FOURTH    CLASS II
 BY2782
 BY2782.This mark is at Cherokee Co (JSO) Airport (JSO)
 BY2782
 BY2782.The horizontal coordinates were established by GPS observations
 BY2782.and adjusted by the National Geodetic Survey in September 1996..
 BY2782
 BY2782.The orthometric height was determined by GPS observations and a
 BY2782.high-resolution geoid model.
 BY2782
 BY2782.GPS derived orthometric heights for airport stations designated as
 BY2782.PACS or SACS are published to 2 decimal places.  This maintains
 BY2782.centimeter relative accuracy between the PACS and SACS.  It does
 BY2782.not indicate centimeter accuracy relative to other marks which are
 BY2782.part of the NAVD 88 network.
 BY2782
 BY2782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BY2782
 BY2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2782
 BY2782.The ellipsoidal height was determined by GPS observations
 BY2782.and is referenced to NAD 83.
 BY2782
 BY2782.The geoid height was determined by GEOID03.
 BY2782
 BY2782;                    North         East     Units Scale Factor Converg.
 BY2782;SPC TX C     - 3,255,876.962 1,183,478.361   MT  0.99999765   +2 37 57.6
 BY2782;SPC TX C     -10,681,989.67  3,882,795.26   sFT  0.99999765   +2 37 57.6
 BY2782;UTM  15      - 3,528,684.367   289,818.812   MT  1.00014485   -1 10 25.5
 BY2782
 BY2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2782!SPC TX C     -   0.99997195  x   0.99999765  =   0.99996960
 BY2782!UTM  15      -   0.99997195  x   1.00014485  =   1.00011679
 BY2782
 BY2782:                Primary Azimuth Mark                     Grid Az
 BY2782:SPC TX C     -  CHEROKEE                                 137 05 07.8
 BY2782:UTM  15      -  CHEROKEE                                 140 53 30.9
 BY2782
 BY2782|---------------------------------------------------------------------|
 BY2782| PID    Reference Object                     Distance      Geod. Az  |
 BY2782|                                                           dddmmss.s |
 BY2782| BY2779 CHEROKEE                            APPROX. 0.6 KM 1394305.4 |
 BY2782|---------------------------------------------------------------------|
 BY2782
 BY2782                          SUPERSEDED SURVEY CONTROL
 BY2782
 BY2782  ELLIP H (09/12/96)  178.71   (m)                       GP(       ) 4 2
 BY2782  NAD 83(1993)-  31 52 28.41407(N)    095 13 18.91791(W) AD(       ) 3
 BY2782  ELLIP H (02/16/96)  178.77   (m)                       GP(       ) 5 1
 BY2782  ELLIP H (01/21/93)  178.57   (m)                       GP(       ) 4 2
 BY2782  NAD 83(1986)-  31 52 28.42447(N)    095 13 18.90096(W) AD(       ) 3
 BY2782  NAD 27      -  31 52 27.83968(N)    095 13 18.10379(W) AD(       ) 3
 BY2782  NGVD 29 (12/08/88)  205.1    (m)          673.     (f) GPS OBS        
 BY2782
 BY2782.Superseded values are not recommended for survey control.
 BY2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2782.See file dsdata.txt to determine how the superseded data were derived.
 BY2782
 BY2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR8981928684(NAD 83)
 BY2782_MARKER: I = METAL ROD
 BY2782_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2782_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2782_STAMPING: CHEROKEE AZ MK 1987
 BY2782_MARK LOGO: NGS   
 BY2782_PROJECTION: FLUSH
 BY2782_MAGNETIC: I = MARKER IS A STEEL ROD
 BY2782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2782+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1994
 BY2782_ROD/PIPE-DEPTH: 1.5  meters
 BY2782_SLEEVE-DEPTH  : 0.90 meters
 BY2782
 BY2782  HISTORY     - Date     Condition        Report By
 BY2782  HISTORY     - 1987     MONUMENTED       NGS
 BY2782  HISTORY     - 19880408 GOOD
 BY2782  HISTORY     - 19941128 GOOD             NGS
 BY2782  HISTORY     - 19960420 GOOD             USPSQD
 BY2782
 BY2782                          STATION DESCRIPTION
 BY2782
 BY2782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BY2782'THE STATION IS LOCATED ABOUT 13 KM (8.10 MI) SOUTH-SOUTHEAST OF
 BY2782'JACKSONVILLE, AT THE CHEROKEE COUNTY AIRPORT.  OWNERSHIP--CHEROKEE
 BY2782'COUNTY C/O RONNY LOUGH, P.O. BOX 45, JACKSONVILLE, TX 75766.TELEPHONE
 BY2782'NUMBER 214-586-8219.
 BY2782'TO REACH THE STATION FORM THE JUNCTION OF U.S. HIGHWAY 69 AND FARM
 BY2782'ROAD 22, ABOUT 6 KM (3.75 MI) SOUTHEAST OF JACKSONVILLE.  GO
 BY2782'SOUTHEAST ON U.S. HIGHWAY 69 FOR 6.2 KM (3.85 MI) TO A ROAD RIGHT.
 BY2782'TURN RIGHT AND GO WEST FOR 0.6 KM (0.35 MI) TO THE ADMINISTRATION
 BY2782'BUILDING ON THE LEFT.  GO SOUTHWEST ACROSS THE APRON TO THE TAXIWAY.
 BY2782'TURN RIGHT AND GO NORTHWEST ON THE TAXIWAY FOR 0.6 KM (0.35 MI) TOTHE
 BY2782'AZIMUTH MARK ON THE LEFT.
 BY2782'THE MARK IS SET 44.5 M (146.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 BY2782'RUNWAY, 25.3 M (83.0 FT) NORTH OF THE NORTH CORNER OF A CONCRETE BASE
 BY2782'FOR A VASI LIGHT, 21.7 M (71.2 FT) EAST OF A SIGN WITH 13 IN IT, 16.5
 BY2782'M (54.1 FT) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY, AND 0.3 M
 BY2782'(1.0 FT) EAST OF A WITNESS POST.
 BY2782'DESCRIBED BY V.L.F.
 BY2782
 BY2782                          STATION RECOVERY (1988)
 BY2782
 BY2782'RECOVERED 1988
 BY2782'RECOVERED IN GOOD CONDITION.
 BY2782
 BY2782                          STATION RECOVERY (1994)
 BY2782
 BY2782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 BY2782'THE STATION IS LOCATED ABOUT 13 KM (8.05 MI) SOUTH-SOUTHEAST OF
 BY2782'JACKSONVILLE, AT THE CHEROKEE COUNTY AIRPORT, IN THE MEDIAN OF THE
 BY2782'RUNWAY AND PARALLEL TAXI NEAR THE END OF RUNWAY 13.
 BY2782'OWNERSHIP--CHEROKEE COUNTY, RT.5 BOX 412, RUSK, TX 75785.  AIRPORT
 BY2782'COORDINATOR IS RAY DAVIS.  PHONE 903-683-6069.  CALL ONE DAY IN
 BY2782'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE
 BY2782'JUNCTION OF U.S.  HIGHWAY 69 AND FARM ROAD 22, ABOUT 6 KM (3.70 MI)
 BY2782'SOUTHEAST OF JACKSONVILLE, GO SOUTHEAST ON U.S.  HIGHWAY 69 FOR 6.2 KM
 BY2782'(3.85 MI) TO A ROAD RIGHT.  TURN SHARP RIGHT, WEST, FOR 0.6 KM (0.35
 BY2782'MI) TO THE ADMINISTRATION BUILDING ON THE LEFT.  PASS AROUND TO THE
 BY2782'RIGHT OF THE BUILDING TO THE APRON.  TURN LEFT, SOUTHWEST, ACROSS
 BY2782'APRON FOR 60 M (196.8 FT) TO THE TAXI.  TURN RIGHT, NORTHWEST ON TAXI
 BY2782'FOR 0.6 KM (0.35 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 BY2782'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 BY2782'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 BY2782'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 44.5 M (146.0
 BY2782'FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 25.3 M (83.0 FT) NORTH OF
 BY2782'THE NORTH CORNER OF A CONCRETE BASE OF A VASI LIGHT, 21.7 M (71.2 FT)
 BY2782'EAST OF A SIGN WITH 13 ON IT, 16.5 M (54.1 FT) SOUTHWEST OF THE CENTER
 BY2782'OF THE TAXI, AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 BY2782'STATION IS AIRPORT SACS.  DESCRIBED BY D.G.  AUG.
 BY2782
 BY2782                          STATION RECOVERY (1996)
 BY2782
 BY2782'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0688 ***********************************************************************
 BN0688  DESIGNATION -  CHEROKEE METHODIST CH SPIRE
 BN0688  PID         -  BN0688
 BN0688  STATE/COUNTY-  TX/SAN SABA
 BN0688  USGS QUAD   -  CHEROKEE (1956)
 BN0688
 BN0688                         *CURRENT SURVEY CONTROL
 BN0688  ___________________________________________________________________
 BN0688* NAD 83(1993)-  30 58 52.80136(N)    098 42 28.17885(W)     ADJUSTED  
 BN0688* NAVD 88     -                                                        
 BN0688  ___________________________________________________________________
 BN0688  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 BN0688  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BN0688
 BN0688  HORZ ORDER  -  THIRD
 BN0688
 BN0688.The horizontal coordinates were established by classical geodetic methods
 BN0688.and adjusted by the National Geodetic Survey in February 1996..
 BN0688
 BN0688
 BN0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0688
 BN0688.The geoid height was determined by GEOID03.
 BN0688
 BN0688;                    North         East     Units Scale Factor Converg.
 BN0688;SPC TX C     - 3,146,871.626   855,249.093   MT  0.99988180   +0 50 14.0
 BN0688;SPC TX C     -10,324,361.33  2,805,929.73   sFT  0.99988180   +0 50 14.0
 BN0688;UTM  14      - 3,427,569.859   527,898.051   MT  0.99960960   +0 09 01.4
 BN0688
 BN0688                          SUPERSEDED SURVEY CONTROL
 BN0688
 BN0688  NAD 83(1986)-  30 58 52.81227(N)    098 42 28.16439(W) AD(       ) 4
 BN0688  NAD 27      -  30 58 52.20000(N)    098 42 27.02000(W) AD(       ) 3
 BN0688
 BN0688.Superseded values are not recommended for survey control.
 BN0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0688.See file dsdata.txt to determine how the superseded data were derived.
 BN0688
 BN0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV2789827570(NAD 83)
 BN0688_MARKER: 90 = CHURCH SPIRE
 BN0688
 BN0688  HISTORY     - Date     Condition        Report By
 BN0688  HISTORY     - 1935     FIRST OBSERVED   CGS
 BN0688
 BN0688                          STATION DESCRIPTION
 BN0688
 BN0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0688'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE METHODIST
 BN0688'CHURCH IN CHEROKEE, LOCATED IN THE CENTER OF TOWN.  THE CHURCH
 BN0688'IS A WOODEN BUILDING.  SPIRE ABOUT 50 FEET HIGH.
 BN0688'
 BN0688'OBSERVED UPON FROM TRIANGULATION STATIONS CHEROKEE, BABY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0178 ***********************************************************************
 BN0178  DESIGNATION -  CHEROKEE RM 1
 BN0178  PID         -  BN0178
 BN0178  STATE/COUNTY-  TX/SAN SABA
 BN0178  USGS QUAD   -  CHEROKEE (1956)
 BN0178
 BN0178                         *CURRENT SURVEY CONTROL
 BN0178  ___________________________________________________________________
 BN0178* NAD 83(1986)-  30 58 44.     (N)    098 42 29.     (W)     SCALED    
 BN0178* NAVD 88     -       462.485  (meters)    1517.34   (feet)  ADJUSTED  
 BN0178  ___________________________________________________________________
 BN0178  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BN0178  DYNAMIC HT  -         461.872 (meters)    1515.33  (feet)  COMP
 BN0178  MODELED GRAV-     979,300.4   (mgal)                       NAVD 88
 BN0178
 BN0178  VERT ORDER  -  SECOND    CLASS 0
 BN0178
 BN0178.The horizontal coordinates were scaled from a topographic map and have
 BN0178.an estimated accuracy of +/- 6 seconds.
 BN0178
 BN0178.The orthometric height was determined by differential leveling
 BN0178.and adjusted by the National Geodetic Survey in June 1991..
 BN0178
 BN0178.The geoid height was determined by GEOID03.
 BN0178
 BN0178.The dynamic height is computed by dividing the NAVD 88
 BN0178.geopotential number by the normal gravity value computed on the
 BN0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0178.degrees latitude (g = 980.6199 gals.).
 BN0178
 BN0178.The modeled gravity was interpolated from observed gravity values.
 BN0178
 BN0178;                    North         East    Units  Estimated Accuracy
 BN0178;SPC TX C     - 3,146,600.      855,230.      MT  (+/- 180 meters Scaled)
 BN0178
 BN0178                          SUPERSEDED SURVEY CONTROL
 BN0178
 BN0178  NGVD 29 (??/??/92)  462.427  (m)         1517.15   (f) ADJ UNCH    2 0
 BN0178
 BN0178.Superseded values are not recommended for survey control.
 BN0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0178.See file dsdata.txt to determine how the superseded data were derived.
 BN0178
 BN0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV278272(NAD 83)
 BN0178_MARKER: DR = REFERENCE MARK DISK
 BN0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0178_STAMPING: CHEROKEE NO. 1 1935
 BN0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0178+STABILITY: SURFACE MOTION
 BN0178
 BN0178  HISTORY     - Date     Condition        Report By
 BN0178  HISTORY     - 1935     MONUMENTED       CGS
 BN0178
 BN0178                          STATION DESCRIPTION
 BN0178
 BN0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0178'IN CHEROKEE.
 BN0178'AT CHEROKEE AND ALONG STATE HIGHWAY 81 75 YARDS S.W. OF THE WEST TEXAS
 BN0178'NORMAL AND BUSINESS COLLEGE BUILDING.  50 YARDS EAST OF CENTER OF THE
 BN0178'HIGHWAY.  1 FOOT NORTH OF A CROSS FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0540 ***********************************************************************
 BN0540  FBN         -  This is a Federal Base Network Control Station.
 BN0540  DESIGNATION -  CHERRY
 BN0540  PID         -  BN0540
 BN0540  STATE/COUNTY-  TX/GILLESPIE
 BN0540  USGS QUAD   -  CHERRY SPRING (1967)
 BN0540
 BN0540                         *CURRENT SURVEY CONTROL
 BN0540  ___________________________________________________________________
 BN0540* NAD 83(1993)-  30 29 48.47740(N)    099 00 39.29203(W)     ADJUSTED  
 BN0540* NAVD 88     -       542.733  (meters)    1780.62   (feet)  ADJUSTED  
 BN0540  ___________________________________________________________________
 BN0540  X           -    -861,575.021 (meters)                     COMP
 BN0540  Y           -  -5,433,071.971 (meters)                     COMP
 BN0540  Z           -   3,218,212.963 (meters)                     COMP
 BN0540  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 BN0540  ELLIP HEIGHT-         520.52  (meters)          (05/01/00) GPS OBS
 BN0540  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BN0540  DYNAMIC HT  -         541.984 (meters)    1778.16  (feet)  COMP
 BN0540  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 BN0540
 BN0540  HORZ ORDER  -  B
 BN0540  VERT ORDER  -  FIRST     CLASS II
 BN0540  ELLP ORDER  -  THIRD     CLASS I
 BN0540
 BN0540.The horizontal coordinates were established by GPS observations
 BN0540.and adjusted by the National Geodetic Survey in May 1994..
 BN0540
 BN0540.The orthometric height was determined by differential leveling
 BN0540.and adjusted by the National Geodetic Survey in June 1991..
 BN0540
 BN0540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0540
 BN0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0540
 BN0540.The ellipsoidal height was determined by GPS observations
 BN0540.and is referenced to NAD 83.
 BN0540
 BN0540.The geoid height was determined by GEOID03.
 BN0540
 BN0540.The dynamic height is computed by dividing the NAVD 88
 BN0540.geopotential number by the normal gravity value computed on the
 BN0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0540.degrees latitude (g = 980.6199 gals.).
 BN0540
 BN0540.The modeled gravity was interpolated from observed gravity values.
 BN0540
 BN0540;                    North         East     Units Scale Factor Converg.
 BN0540;SPC TX C     - 3,092,779.590   826,941.837   MT  0.99992026   +0 40 52.0
 BN0540;SPC TX C     -10,146,894.37  2,713,058.34   sFT  0.99992026   +0 40 52.0
 BN0540;UTM  14      - 3,373,836.874   498,952.609   MT  0.99960001   -0 00 19.9
 BN0540
 BN0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0540!SPC TX C     -   0.99991826  x   0.99992026  =   0.99983853
 BN0540!UTM  14      -   0.99991826  x   0.99960001  =   0.99951831
 BN0540
 BN0540|---------------------------------------------------------------------|
 BN0540| PID    Reference Object                     Distance      Geod. Az  |
 BN0540|                                                           dddmmss.s |
 BN0540| BN0541 CHERRY RM 2                           7.440 METERS 00148     |
 BN0540| CV4542 CHERRY RM 1                           7.675 METERS 17732     |
 BN0540| BN0539 CHERRY RM 3                           7.710 METERS 17741     |
 BN0540| BN0538 CHERRY AZ MK                                       1842201.7 |
 BN0540| BN0722 LOYAL MTN MICROWE RADIO MAST        APPROX. 9.3 KM 3531351.6 |
 BN0540|---------------------------------------------------------------------|
 BN0540
 BN0540                          SUPERSEDED SURVEY CONTROL
 BN0540
 BN0540  ELLIP H (05/09/94)  520.61   (m)                       GP(       ) 4 2
 BN0540  NAD 83(1986)-  30 29 48.49063(N)    099 00 39.27999(W) AD(       ) 3
 BN0540  NAD 27      -  30 29 47.81630(N)    099 00 38.10070(W) AD(       ) 3
 BN0540  NAVD 88 (05/09/94)  542.73   (m)         1780.6    (f) LEVELING    3  
 BN0540  NGVD 29 (10/23/89)  542.68   (m)         1780.4    (f) LEVELING    3  
 BN0540
 BN0540.Superseded values are not recommended for survey control.
 BN0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0540.See file dsdata.txt to determine how the superseded data were derived.
 BN0540
 BN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9895373837(NAD 83)
 BN0540_MARKER: DS = TRIANGULATION STATION DISK
 BN0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0540_SP_SET: CONCRETE POST
 BN0540_STAMPING: CHERRY 1956
 BN0540_MARK LOGO: CGS   
 BN0540_PROJECTION: PROJECTING 12 CENTIMETERS
 BN0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0540+STABILITY: SURFACE MOTION
 BN0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0540+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0540
 BN0540  HISTORY     - Date     Condition        Report By
 BN0540  HISTORY     - 1956     MONUMENTED       CGS
 BN0540  HISTORY     - 1969     GOOD             CGS
 BN0540  HISTORY     - 1982     GOOD             NGS
 BN0540  HISTORY     - 19890106 GOOD             NGS
 BN0540  HISTORY     - 19930306 GOOD             NGS
 BN0540  HISTORY     - 19960309 GOOD             USPSQD
 BN0540  HISTORY     - 19980307 GOOD             NGS
 BN0540  HISTORY     - 19990908 GOOD             TXDOT
 BN0540  HISTORY     - 20010905 GOOD             INDIV
 BN0540  HISTORY     - 20040126 GOOD             USPSQD
 BN0540  HISTORY     - 20051123 GOOD             USPSQD
 BN0540
 BN0540                          STATION DESCRIPTION
 BN0540
 BN0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0540'THE STATION IS 0.65 MILE NORTH OF CHERRY SPRINGS, 0.1 MILE
 BN0540'SOUTH OF THE GILLESPIE-MASON COUNTY LINE AND ON THE RIGHT-OF-WAY
 BN0540'OF U.S. HIGHWAY 87.  IT IS 57 FEET EAST OF THE CENTER OF
 BN0540'THE HIGHWAY, 6 FEET SOUTH OF A TELEPHONE POLE, 5 FEET NORTH
 BN0540'OF A 4 IN X 4 IN WHITE WITNESS POST AND 3 FEET WEST OF A FENCE.
 BN0540'
 BN0540'TO REACH THE STATION FROM THE POST OFFICE IN CHERRY SPRINGS,
 BN0540'GO NORTH ON HIGHWAY 87 FOR 0.35 MILE TO THE AZIMUTH MARK ON
 BN0540'THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE
 BN0540'STATION ON THE RIGHT.
 BN0540'
 BN0540'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BN0540'CHERRY 1956.
 BN0540'
 BN0540'REFERENCE MARK 1 IS 57 FEET EAST OF THE CENTER OF THE HIGHWAY
 BN0540'AND 3 FEET WEST OF THE FENCE.  THE MARK PROJECTS 2 INCHES,
 BN0540'AND THE DISK IS STAMPED CHERRY NO 1 1956.
 BN0540'
 BN0540'REFERENCE MARK 2 IS 57 FEET EAST OF THE CENTER OF THE HIGHWAY
 BN0540'AND 3 FEET WEST OF THE FENCE.  THE MARK PROJECTS 2 INCHES,
 BN0540'AND THE DISK IS STAMPED CHERRY NO 2 1956.
 BN0540'
 BN0540'THE AZIMUTH MARK IS 58 FEET WEST OF THE CENTER OF THE HIGHWAY,
 BN0540'3 FEET NORTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST AND 3
 BN0540'FEET EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 BN0540'IS STAMPED CHERRY 1956.
 BN0540
 BN0540                          STATION RECOVERY (1969)
 BN0540
 BN0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BN0540'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 BN0540'FOUND AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE MARK
 BN0540'1 WAS FOUND PARTIALLY UPROOTED AND WAS RESET VERY CLOSE TO
 BN0540'ITS ORIGINAL POSTION AND THE DISK WAS STAMPED AS A REFERENCE
 BN0540'MARK 3.  THE DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 BN0540'
 BN0540'THE STATION MARK IS NOW 1 FOOT WEST OF A METAL WITNESS POST.
 BN0540'
 BN0540'REFERENCE MARK 2 IS 3 FEET WEST OF A CONCRETE RIGHT-OF-WAY
 BN0540'MARKER.
 BN0540'
 BN0540'REFERENCE MARK 3 IS 57 FEET EAST OF THE CENTERLINE OF THE
 BN0540'HIGHWAY AND 3 FEET WEST OF THE FENCE.  THE MONUMENT PROJECTS
 BN0540'3 INCHES AND THE DISK IS STAMPED CHERRY 1956 NO 3 1969.
 BN0540'
 BN0540'THE AZIMUTH MARK IS NOW FLUSH AND 1 FOOT WEST OF A METAL
 BN0540'WITNESS POST.
 BN0540'
 BN0540'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BN0540'
 BN0540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.65 MILE
 BN0540'NORTH OF CHERRY SPRINGS
 BN0540
 BN0540                          STATION RECOVERY (1982)
 BN0540
 BN0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0540'8.0 KM (5.0 MI) SOUTH FROM LOYAL VALLEY.
 BN0540'THE MARK IS 1.2 M ABOVE HIGHWAY.
 BN0540'8.0 KM (5.0 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION OF
 BN0540'RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, 17.6 METERS
 BN0540'(58.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 12.8 METERS (42.0 FT)
 BN0540'WEST OF THE FENCE, 19.0 METERS (62.5 FT) SOUTHWEST OF A TELEPHONE
 BN0540'POLE, AND 7.8 METERS (25.5 FT) SOUTH OF STATION CHERRY.
 BN0540'THE MARK IS 7.8 METERS  S FROM A WITNESS POST.
 BN0540
 BN0540                          STATION RECOVERY (1989)
 BN0540
 BN0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 BN0540'THE STATION IS LOCATED JUST NORTHEAST OF THE COMMUNITY OF CHERRY
 BN0540'SPRINGS, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 87, ON A LOW CUT BANK,
 BN0540'AND ABOUT 195 METERS SOUTHEAST OF THE MASON-GILLESPIE COUNTY LINE.
 BN0540'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 BN0540'TO REACH THE STATION FROM FREDERICKSBURG, GO NORTHWEST ON U.S. HIGHWAY
 BN0540'87 FOR ABOUT 27.5 KM (17.10 MI) TO THE STATION ON THE RIGHT, OR FROM
 BN0540'MASON, GO SOUTHEAST ON U.S. HIGHWAY 87 FOR 34.5 KM (21.45 MI) TO THE
 BN0540'STATION ON THE LEFT.
 BN0540'THE STATION IS ABOUT 60 M (196.8 FT) NORTH OF A SIGN (DEER CROSSING),
 BN0540'17.1 M (56.1 FT) EAST OF THE HIGHWAY CENTER, 14.4 M (47.2 FT)
 BN0540'SOUTHWEST OF A UTILITY POLE WITH NO WIRES, 13.3 M (43.6 FT) WEST OF
 BN0540'THE RIGHT-OF-WAY FENCE, 0.5 M (1.6 FT) EAST OF THE BANK SLOPE, 0.5 M
 BN0540'(1.6 FT) WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A 30 CM
 BN0540'ROUND CONCRETE POST THAT PROJECTS 10 CM ABOVE THE LEVEL OF THE GROUND
 BN0540'AND IS ABOUT ONE METER ABOVE THE LEVEL OF THE HIGHWAY.
 BN0540'DESCRIBED BY G.R. HEID.
 BN0540
 BN0540                          STATION RECOVERY (1993)
 BN0540
 BN0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BN0540'STATION IS LOCATED ABOUT 28 KM (17.40 MI) NORTH-NORTHWEST OF
 BN0540'FREDRICKSBURG, ABOUT 195 M (639.8 FT) SOUTH OF THE GILLESPIE-MASON
 BN0540'COUNTY LINE, ALONG U.S. HIGHWAY 87, ON THE RIGHT-OF-WAY, AT MILE
 BN0540'600.05, ON A LOW CUTBANK, AND ACROSS THE HIGHWAY FROM A 3 M (9.8 FT)
 BN0540'HIGH BANK.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 BN0540'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 290 ON THE WEST
 BN0540'SIDE OF FREDRICKSBURG, GO NORTHWEST ON HIGHWAY 87 FOR 12.62 KM
 BN0540'(7.85 MI) TO RANCH ROAD 2323 ON THE RIGHT.  CONTINUE AHEAD FOR 13.21
 BN0540'KM (8.20 MI) TO A PAVED CROSSROAD (DOSS-CHERRY SPRING ROAD) AT THE
 BN0540'CHERRY SPRINGS COMMUNITY.  CONTINUE AHEAD FOR 1.22 KM (0.75 MI) TO
 BN0540'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.48 KM (0.30 MI)
 BN0540'TO THE STATION ON THE RIGHT AT POINT WHERE HIGHWAY BEGINS TO SLOPE.
 BN0540'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 BN0540'PROJECTING 15 CM ABOVE GROUND.  IT IS 17.2 M (56.4 FT) EAST OF, AND 1
 BN0540'M (3.3 FT) HIGHER THAN THE HIGHWAY CENTER, 13.2 M (43.3 FT) WEST OF
 BN0540'THE RIGHT-OF-WAY FENCE, 63 M (206.7 FT) NORTH OF A DEER CROSSING
 BN0540'SIGN, 0.4 M (1.3 FT) WEST OF A METAL WITNESS POST, NEAR EDGE OF
 BN0540'CUTBANK.
 BN0540
 BN0540                          STATION RECOVERY (1996)
 BN0540
 BN0540'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0540'RECOVERED IN GOOD CONDITION.
 BN0540
 BN0540                          STATION RECOVERY (1998)
 BN0540
 BN0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BN0540'THE STATION IS LOCATED ABOUT 28 KM (17.40 MI) NORTH-NORTHWEST OF
 BN0540'FREDERICKSBURG, ABOUT 195 M (639.8 FT) SOUTH FROM THE GILLESPIE-MASON
 BN0540'COUNTY LINE, AT THE TOP OF A LOW CUTBANK IN THE RIGHT-OF-WAY AND AT
 BN0540'MILE 600.05 OF U.S. HIGHWAY 87.  OWNERSHIP--TEXAS DEPARTMENT OF
 BN0540'TRANSPORTATION, 11TH AND BRAZOS, AUSTIN, TX 78701, PHONE 512-465-7337.
 BN0540'TO REACH THE STATION FROM THE NORTHERLY JUNCTION OF U.S. HIGHWAYS 87
 BN0540'AND 290 ON THE NORTHWEST SIDE OF FREDERICKSBURG, GO NORTHWEST ON
 BN0540'HIGHWAY 87 FOR 13.0 KM (8.05 MI) TO RANCH ROAD 2323. CONTINUE AHEAD
 BN0540'FOR 13.4 KM (8.30 MI) TO DOSS-CHERRY SPRING ROAD. CONTINUE AHEAD FOR
 BN0540'1.3 KM (0.80 MI) TO CHERRY AZ MK ON THE LEFT. CONTINUE AHEAD FOR 0.5
 BN0540'KM (0.30 MI) TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED 63 M
 BN0540'(206.7 FT) NORTH FROM A DEER CROSSING SIGN, 17.3 M (56.8 FT) EAST FROM
 BN0540'AND 1 M (3.3 FT) HIGHER THAN THE CENTER OF THE HIGHWAY, 13.3 M (43.6
 BN0540'FT) WEST FROM A WIRE RIGHT-OF-WAY FENCE, 7.7 M (25.3 FT) NORTH FROM
 BN0540'CHERRY RM 3, 7.4 M (24.3 FT) SOUTH FROM CHERRY RM 2 AND 0.4 M (1.3 FT)
 BN0540'WEST FROM A METAL CGS WITNESS POST.
 BN0540
 BN0540                          STATION RECOVERY (1999)
 BN0540
 BN0540'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 BN0540'STATION, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION - RM 3
 BN0540'FOUND DISTURBED, LEANING EAST SEVERAL CENTIMETERS.
 BN0540
 BN0540                          STATION RECOVERY (2001)
 BN0540
 BN0540'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AMW)
 BN0540'RECOVERED IN GOOD CONDITION.
 BN0540
 BN0540                          STATION RECOVERY (2004)
 BN0540
 BN0540'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BN0540'RECOVERED IN GOOD CONDITION.
 BN0540
 BN0540                          STATION RECOVERY (2005)
 BN0540
 BN0540'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0540'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0950 ***********************************************************************
 BP0950  DESIGNATION -  CHERRY
 BP0950  PID         -  BP0950
 BP0950  STATE/COUNTY-  TX/JEFF DAVIS
 BP0950  USGS QUAD   -  ANTELOPE FLAT (1972)
 BP0950
 BP0950                         *CURRENT SURVEY CONTROL
 BP0950  ___________________________________________________________________
 BP0950* NAD 83(1993)-  30 52 34.83923(N)    103 59 37.39341(W)     ADJUSTED  
 BP0950* NAVD 88     -      1886.     (meters)    6188.     (feet)  SCALED    
 BP0950  ___________________________________________________________________
 BP0950  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 BP0950  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BP0950
 BP0950  HORZ ORDER  -  THIRD
 BP0950
 BP0950.The horizontal coordinates were established by classical geodetic methods
 BP0950.and adjusted by the National Geodetic Survey in February 1996..
 BP0950
 BP0950.The orthometric height was scaled from a topographic map.
 BP0950
 BP0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0950
 BP0950.The geoid height was determined by GEOID03.
 BP0950
 BP0950;                    North         East     Units Scale Factor Converg.
 BP0950;SPC TX C     - 3,139,856.408   350,070.871   MT  0.99988411   -1 53 07.1
 BP0950;SPC TX C     -10,301,345.57  1,148,524.18   sFT  0.99988411   -1 53 07.1
 BP0950;UTM  13      - 3,416,331.418   596,191.646   MT  0.99971414   +0 30 59.2
 BP0950
 BP0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0950!SPC TX C     -   0.99970740  x   0.99988411  =   0.99959155
 BP0950!UTM  13      -   0.99970740  x   0.99971414  =   0.99942163
 BP0950
 BP0950|---------------------------------------------------------------------|
 BP0950| PID    Reference Object                     Distance      Geod. Az  |
 BP0950|                                                           dddmmss.s |
 BP0950| CH8589 CHERRY RM 1                           9.148 METERS 07018     |
 BP0950| BP0946 STAR                                APPROX.22.0 KM 1194956.8 |
 BP0950| CH8590 CHERRY RM 2                           7.416 METERS 18930     |
 BP0950|---------------------------------------------------------------------|
 BP0950
 BP0950                          SUPERSEDED SURVEY CONTROL
 BP0950
 BP0950  NAD 83(1986)-  30 52 34.83848(N)    103 59 37.39481(W) AD(       ) 3
 BP0950  NAD 27      -  30 52 34.31700(N)    103 59 35.71600(W) AD(       ) 3
 BP0950
 BP0950.Superseded values are not recommended for survey control.
 BP0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0950.See file dsdata.txt to determine how the superseded data were derived.
 BP0950
 BP0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ9619216331(NAD 83)
 BP0950_MARKER: DS = TRIANGULATION STATION DISK
 BP0950_SETTING: 66 = SET IN ROCK OUTCROP
 BP0950
 BP0950  HISTORY     - Date     Condition        Report By
 BP0950  HISTORY     - 1942     MONUMENTED       CGS
 BP0950
 BP0950                          STATION DESCRIPTION
 BP0950
 BP0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0950'STATION IS ABOUT 21 MILES, AIR LINE, NNW OF FORT DAVIS, 18.5
 BP0950'MILES, AIR LINE, SW OF BALMORHEA, AND 2 MILES, AIR LINE, SE
 BP0950'OF THE LANE RANCH BUILDINGS, ON THE HIGHEST POINT OF THE
 BP0950'HIGH RIDGE WHICH LIES TO THE E OF CHERRY CANYON.
 BP0950'
 BP0950'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL
 BP0950'HOLES IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.
 BP0950'
 BP0950'STATION MARK IS STAMPED CHERRY 1942.
 BP0950'
 BP0950'REFERENCE MARK NO. 1 IS STAMPED R.M. NO. 1 1942.
 BP0950'
 BP0950'REFERENCE MARK NO. 2 IS STAMPED R.M. NO. 2 1942.
 BP0950'
 BP0950'REACHED FROM FORT DAVIS POST OFFICE BY GOING N ON TEXAS STATE
 BP0950'HIGHWAY 17 FOR 33 MILES TO ITS JUNCTION WITH U.S. HIGHWAY 290,
 BP0950'THENCE W ON U.S. HIGHWAY 290 FOR 8.4 MILES TO A GATE ON THE LEFT
 BP0950'AND SIGN BUCKLEY RANCH, WHITE BROS., LEE LANE RANCH, THENCE
 BP0950'LEFT OFF U.S. HIGHWAY 290, THROUGH THE GATE AND SOUTHERLY
 BP0950'ON TRAIL ROAD FOR 9.1 MILES TO THE LANE RANCH BUILDINGS,
 BP0950'THE LARGEST OF WHICH HAS A LARGE L (L-BAR) PAINTED ON ITS
 BP0950'ROOF, AND END OF TRUCK TRAVEL.  FROM HERE FIND A WELL DEFINED
 BP0950'CATTLE TRAIL ABOUT 100 YARDS ENE OF THE HOUSE AND PACK
 BP0950'EASTERLY AND THEN SOUTHEASTERLY UP THIS TRAIL FOR ABOUT ONE
 BP0950'HOUR TO A SMALL GLADE ON A SADDLE BETWEEN TWO RIDGES, THE
 BP0950'WESTERN OF WHICH HAS VERTICAL ROCKY CLIFFS NEAR THE TOP.
 BP0950'HERE TURN SHARP RIGHT TO THE EDGE OF THE GLADE AND FIND
 BP0950'WELL DEFINED CATTLE TRAIL LEADING WESTERLY, PACK UP THIS
 BP0950'TRAIL, UP VERY STEEP GRADE FOR ABOUT 40 MINUTES TO THE
 BP0950'TOP OF THE RIDGE NEAR THE ABOVE MENTIONED VERTICAL CLIFFS.
 BP0950'FROM HERE THE STATION IS ABOUT 0.25 MILE WESTERLY ON THE
 BP0950'HIGHEST POINT OF THE RIDGE.  CROSS OVER TOP OF RIDGE TO AVOID
 BP0950'BRUSH AND GO SLIGHTLY DOWN HILL FOR ABOUT 50 YARDS TO A
 BP0950'WIRE FENCE RUNNING E AND W, THENCE FOLLOW THE FENCE
 BP0950'LINE W FOR ABOUT 0.25 MILE TO THE TOP OF THE HIGHEST POINT AND
 BP0950'STATION, ABOUT 75 FEET N OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0990 ***********************************************************************
 DO0990  DESIGNATION -  CHERRY
 DO0990  PID         -  DO0990
 DO0990  STATE/COUNTY-  TX/YOUNG
 DO0990  USGS QUAD   -  SOUTH BEND (1981)
 DO0990
 DO0990                         *CURRENT SURVEY CONTROL
 DO0990  ___________________________________________________________________
 DO0990* NAD 83(1993)-  33 05 46.77157(N)    098 38 08.46897(W)     ADJUSTED  
 DO0990* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 DO0990  ___________________________________________________________________
 DO0990  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DO0990  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DO0990
 DO0990  HORZ ORDER  -  THIRD
 DO0990
 DO0990.The horizontal coordinates were established by classical geodetic methods
 DO0990.and adjusted by the National Geodetic Survey in February 1996..
 DO0990
 DO0990.The orthometric height was scaled from a topographic map.
 DO0990
 DO0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0990
 DO0990.The geoid height was determined by GEOID03.
 DO0990
 DO0990;                    North         East     Units Scale Factor Converg.
 DO0990;SPC TXNC     - 2,158,542.722   587,335.133   MT  0.99987293   -0 04 26.4
 DO0990;SPC TXNC     - 7,081,818.91  1,926,948.68   sFT  0.99987293   -0 04 26.4
 DO0990;UTM  14      - 3,662,024.691   533,995.776   MT  0.99961425   +0 11 56.2
 DO0990
 DO0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0990!SPC TXNC     -   0.99994693  x   0.99987293  =   0.99981987
 DO0990!UTM  14      -   0.99994693  x   0.99961425  =   0.99956120
 DO0990
 DO0990                          SUPERSEDED SURVEY CONTROL
 DO0990
 DO0990  NAD 83(1993)-  33 05 46.77333(N)    098 38 08.46590(W) AD(       ) 3
 DO0990  NAD 83(1986)-  33 05 46.77342(N)    098 38 08.45248(W) AD(       ) 3
 DO0990
 DO0990.Superseded values are not recommended for survey control.
 DO0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0990.See file dsdata.txt to determine how the superseded data were derived.
 DO0990
 DO0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3399662025(NAD 83)
 DO0990_MARKER: H = DRILL HOLE
 DO0990_SETTING: 80 = SET IN A BOULDER
 DO0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0990+STABILITY: SURFACE MOTION
 DO0990
 DO0990  HISTORY     - Date     Condition        Report By
 DO0990  HISTORY     - 1923     MONUMENTED       USGS
 DO0990
 DO0990                          STATION DESCRIPTION
 DO0990
 DO0990'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 DO0990'ABOUT 4 MI. SW. OF GRAHAM AND 3/8 MI. S. OF GRAHAM-THROCKMORTON ROAD,
 DO0990'0.5 MI. E. OF ROBBINS HOUSE, ON SMALL ISOLATED E-W. RIDGE.  STATION
 DO0990'IS NEAR THE EASTERN END OF RIDGE ABOUT 50 FT. FROM TOP OF SLOPE.
 DO0990'
 DO0990'STATION MARK--DRILL HOLE AND CROSS ON A LIME ROCK, ABOUT LEVEL
 DO0990'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0538 ***********************************************************************
 BN0538  DESIGNATION -  CHERRY AZ MK
 BN0538  PID         -  BN0538
 BN0538  STATE/COUNTY-  TX/GILLESPIE
 BN0538  USGS QUAD   -  CHERRY SPRING (1967)
 BN0538
 BN0538                         *CURRENT SURVEY CONTROL
 BN0538  ___________________________________________________________________
 BN0538* NAD 83(1986)-  30 29 34.     (N)    099 00 40.     (W)     SCALED    
 BN0538* NAVD 88     -       546.097  (meters)    1791.65   (feet)  ADJUSTED  
 BN0538  ___________________________________________________________________
 BN0538  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 BN0538  DYNAMIC HT  -         545.343 (meters)    1789.18  (feet)  COMP
 BN0538  MODELED GRAV-     979,242.6   (mgal)                       NAVD 88
 BN0538
 BN0538  VERT ORDER  -  FIRST     CLASS II
 BN0538
 BN0538.The horizontal coordinates were scaled from a topographic map and have
 BN0538.an estimated accuracy of +/- 6 seconds.
 BN0538
 BN0538.The orthometric height was determined by differential leveling
 BN0538.and adjusted by the National Geodetic Survey in June 1991..
 BN0538
 BN0538.The geoid height was determined by GEOID03.
 BN0538
 BN0538.The dynamic height is computed by dividing the NAVD 88
 BN0538.geopotential number by the normal gravity value computed on the
 BN0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0538.degrees latitude (g = 980.6199 gals.).
 BN0538
 BN0538.The modeled gravity was interpolated from observed gravity values.
 BN0538
 BN0538;                    North         East    Units  Estimated Accuracy
 BN0538;SPC TX C     - 3,092,330.      826,930.      MT  (+/- 180 meters Scaled)
 BN0538
 BN0538                          SUPERSEDED SURVEY CONTROL
 BN0538
 BN0538.No superseded survey control is available for this station.
 BN0538
 BN0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU989733(NAD 83)
 BN0538_MARKER: DZ = AZIMUTH MARK DISK
 BN0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0538_SP_SET: CONCRETE POST
 BN0538_STAMPING: CHERRY 1956
 BN0538_MARK LOGO: CGS   
 BN0538_PROJECTION: FLUSH
 BN0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0538+STABILITY: SURFACE MOTION
 BN0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0538+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0538
 BN0538  HISTORY     - Date     Condition        Report By
 BN0538  HISTORY     - 1956     MONUMENTED       CGS
 BN0538  HISTORY     - 1982     GOOD             NGS
 BN0538  HISTORY     - 19930804 GOOD             USPSQD
 BN0538  HISTORY     - 19960309 GOOD             USPSQD
 BN0538  HISTORY     - 20040326 GOOD             USPSQD
 BN0538  HISTORY     - 20051123 GOOD             USPSQD
 BN0538
 BN0538                          STATION DESCRIPTION
 BN0538
 BN0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0538'8.5 KM (5.3 MI) SOUTH FROM LOYAL VALLEY.
 BN0538'8.5 KM (5.3 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION OF
 BN0538'RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, ALSO 0.5 KM
 BN0538'(0.3 MI) SOUTH OF STATION CHERRY, 17.6 METERS (58.0 FT) WEST OF THE
 BN0538'CENTERLINE OF THE HIGHWAY, AND 0.9 METER (3.0 FT) EAST OF THE FENCE.
 BN0538'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BN0538'THE MARK IS 0.6 M ABOVE HIGHWAY.
 BN0538
 BN0538                          STATION RECOVERY (1993)
 BN0538
 BN0538'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0538'RECOVERED IN GOOD CONDITION.
 BN0538
 BN0538                          STATION RECOVERY (1996)
 BN0538
 BN0538'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0538'RECOVERED IN GOOD CONDITION.
 BN0538
 BN0538                          STATION RECOVERY (2004)
 BN0538
 BN0538'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0538'RECOVERED IN GOOD CONDITION.
 BN0538
 BN0538                          STATION RECOVERY (2005)
 BN0538
 BN0538'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0538'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0719 ***********************************************************************
 CD0719  DESIGNATION -  CHERRY RM 2
 CD0719  PID         -  CD0719
 CD0719  STATE/COUNTY-  TX/CULBERSON
 CD0719  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0719
 CD0719                         *CURRENT SURVEY CONTROL
 CD0719  ___________________________________________________________________
 CD0719* NAD 83(1986)-  31 54 30.     (N)    104 43 38.     (W)     SCALED    
 CD0719* NAVD 88     -      1500.915  (meters)    4924.25   (feet)  ADJUSTED  
 CD0719  ___________________________________________________________________
 CD0719  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CD0719  DYNAMIC HT  -        1498.591 (meters)    4916.63  (feet)  COMP
 CD0719  MODELED GRAV-     979,037.8   (mgal)                       NAVD 88
 CD0719
 CD0719  VERT ORDER  -  FIRST     CLASS I
 CD0719
 CD0719.The horizontal coordinates were scaled from a topographic map and have
 CD0719.an estimated accuracy of +/- 6 seconds.
 CD0719
 CD0719.The orthometric height was determined by differential leveling
 CD0719.and adjusted by the National Geodetic Survey in June 1991..
 CD0719
 CD0719.The geoid height was determined by GEOID03.
 CD0719
 CD0719.The dynamic height is computed by dividing the NAVD 88
 CD0719.geopotential number by the normal gravity value computed on the
 CD0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0719.degrees latitude (g = 980.6199 gals.).
 CD0719
 CD0719.The modeled gravity was interpolated from observed gravity values.
 CD0719
 CD0719;                    North         East    Units  Estimated Accuracy
 CD0719;SPC TX C     - 3,256,720.      284,500.      MT  (+/- 180 meters Scaled)
 CD0719
 CD0719                          SUPERSEDED SURVEY CONTROL
 CD0719
 CD0719  NGVD 29 (??/??/92) 1500.312  (m)         4922.27   (f) ADJ UNCH    1 1
 CD0719
 CD0719.Superseded values are not recommended for survey control.
 CD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0719.See file dsdata.txt to determine how the superseded data were derived.
 CD0719
 CD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER257303(NAD 83)
 CD0719_MARKER: DR = REFERENCE MARK DISK
 CD0719_SETTING: 80 = SET IN A BOULDER
 CD0719_SP_SET: BOULDER
 CD0719_STAMPING: CHERRY USGS NO. 2 1943
 CD0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0719+STABILITY: SURFACE MOTION
 CD0719
 CD0719  HISTORY     - Date     Condition        Report By
 CD0719  HISTORY     - 1943     MONUMENTED       CGS
 CD0719  HISTORY     - 1977     GOOD             NGS
 CD0719
 CD0719                          STATION DESCRIPTION
 CD0719
 CD0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0719'5.7 MI NE FROM PINE SPRINGS.
 CD0719'0.15 MILE EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0719'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 5.55 MILES
 CD0719'NORTHEAST, THROUGH A STEEL GATE, ALONG A ROCKY ROAD, (OLD HIGHWAY 62),
 CD0719'0.7 MILE NORTHEAST OF THE CROSSING OF CHERRY CREEK,
 CD0719'0.25 MILE WEST-NORTHWEST OF A FENCE AND GATE ACROSS THE ROAD,
 CD0719'AT THE HIGHEST POINT OF AN EAST-WEST RIDGE AND SET IN TOP OF AN
 CD0719'EMBEDDED BOULDER, 335 FT. NORTH OF THE CENTER LINE OF THE ROAD,
 CD0719'41.80 FT. NORTHEAST OF STATION MARK CHERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0541 ***********************************************************************
 BN0541  DESIGNATION -  CHERRY RM 2
 BN0541  PID         -  BN0541
 BN0541  STATE/COUNTY-  TX/GILLESPIE
 BN0541  USGS QUAD   -  CHERRY SPRING (1967)
 BN0541
 BN0541                         *CURRENT SURVEY CONTROL
 BN0541  ___________________________________________________________________
 BN0541* NAD 83(1986)-  30 29 49.     (N)    099 00 32.     (W)     SCALED    
 BN0541* NAVD 88     -       542.582  (meters)    1780.12   (feet)  ADJUSTED  
 BN0541  ___________________________________________________________________
 BN0541  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BN0541  DYNAMIC HT  -         541.833 (meters)    1777.66  (feet)  COMP
 BN0541  MODELED GRAV-     979,243.0   (mgal)                       NAVD 88
 BN0541
 BN0541  VERT ORDER  -  FIRST     CLASS II
 BN0541
 BN0541.The horizontal coordinates were scaled from a topographic map and have
 BN0541.an estimated accuracy of +/- 6 seconds.
 BN0541
 BN0541.The orthometric height was determined by differential leveling
 BN0541.and adjusted by the National Geodetic Survey in June 1991..
 BN0541
 BN0541.The geoid height was determined by GEOID03.
 BN0541
 BN0541.The dynamic height is computed by dividing the NAVD 88
 BN0541.geopotential number by the normal gravity value computed on the
 BN0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0541.degrees latitude (g = 980.6199 gals.).
 BN0541
 BN0541.The modeled gravity was interpolated from observed gravity values.
 BN0541
 BN0541;                    North         East    Units  Estimated Accuracy
 BN0541;SPC TX C     - 3,092,800.      827,140.      MT  (+/- 180 meters Scaled)
 BN0541
 BN0541                          SUPERSEDED SURVEY CONTROL
 BN0541
 BN0541.No superseded survey control is available for this station.
 BN0541
 BN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU991738(NAD 83)
 BN0541_MARKER: DR = REFERENCE MARK DISK
 BN0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0541_SP_SET: CONCRETE POST
 BN0541_STAMPING: CHERRY NO 2 1956
 BN0541_MARK LOGO: CGS   
 BN0541_PROJECTION: PROJECTING 12 CENTIMETERS
 BN0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0541+STABILITY: SURFACE MOTION
 BN0541
 BN0541  HISTORY     - Date     Condition        Report By
 BN0541  HISTORY     - 1956     MONUMENTED       CGS
 BN0541  HISTORY     - 1982     GOOD             NGS
 BN0541  HISTORY     - 19930804 GOOD             USPSQD
 BN0541  HISTORY     - 19960309 GOOD             USPSQD
 BN0541  HISTORY     - 20040326 GOOD             USPSQD
 BN0541  HISTORY     - 20060314 GOOD             USPSQD
 BN0541
 BN0541                          STATION DESCRIPTION
 BN0541
 BN0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0541'8.0 KM (5.0 MI) SOUTH FROM LOYAL VALLEY.
 BN0541'8.0 KM (5.0 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION OF
 BN0541'RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, 17.3 METERS
 BN0541'(57.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.1 METERS (43.0 FT)
 BN0541'WEST OF THE FENCE, 12.8 METERS (42.0 FT) WEST OF A TELEPHONE POLE, AND
 BN0541'7.5 METERS (24.5 FT) NORTH OF STATION CHERRY.
 BN0541'THE MARK IS 7.5 METERS  W FROM A WITNESS POST.
 BN0541'THE MARK IS 1.5 M ABOVE HIGHWAY.
 BN0541
 BN0541                          STATION RECOVERY (1993)
 BN0541
 BN0541'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0541'RECOVERED IN GOOD CONDITION.
 BN0541
 BN0541                          STATION RECOVERY (1996)
 BN0541
 BN0541'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0541'RECOVERED IN GOOD CONDITION.
 BN0541
 BN0541                          STATION RECOVERY (2004)
 BN0541
 BN0541'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0541'RECOVERED IN GOOD CONDITION.
 BN0541
 BN0541                          STATION RECOVERY (2006)
 BN0541
 BN0541'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0541'NO WITNESS POST AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0539 ***********************************************************************
 BN0539  DESIGNATION -  CHERRY RM 3
 BN0539  PID         -  BN0539
 BN0539  STATE/COUNTY-  TX/GILLESPIE
 BN0539  USGS QUAD   -  CHERRY SPRING (1967)
 BN0539
 BN0539                         *CURRENT SURVEY CONTROL
 BN0539  ___________________________________________________________________
 BN0539* NAD 83(1986)-  30 29 49.     (N)    099 00 32.     (W)     SCALED    
 BN0539* NAVD 88     -       542.686  (meters)    1780.46   (feet)  ADJUSTED  
 BN0539  ___________________________________________________________________
 BN0539  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BN0539  DYNAMIC HT  -         541.937 (meters)    1778.01  (feet)  COMP
 BN0539  MODELED GRAV-     979,243.0   (mgal)                       NAVD 88
 BN0539
 BN0539  VERT ORDER  -  FIRST     CLASS II
 BN0539
 BN0539.The horizontal coordinates were scaled from a topographic map and have
 BN0539.an estimated accuracy of +/- 6 seconds.
 BN0539
 BN0539.The orthometric height was determined by differential leveling
 BN0539.and adjusted by the National Geodetic Survey in June 1991..
 BN0539
 BN0539.The geoid height was determined by GEOID03.
 BN0539
 BN0539.The dynamic height is computed by dividing the NAVD 88
 BN0539.geopotential number by the normal gravity value computed on the
 BN0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0539.degrees latitude (g = 980.6199 gals.).
 BN0539
 BN0539.The modeled gravity was interpolated from observed gravity values.
 BN0539
 BN0539;                    North         East    Units  Estimated Accuracy
 BN0539;SPC TX C     - 3,092,800.      827,140.      MT  (+/- 180 meters Scaled)
 BN0539
 BN0539                          SUPERSEDED SURVEY CONTROL
 BN0539
 BN0539.No superseded survey control is available for this station.
 BN0539
 BN0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU991738(NAD 83)
 BN0539_MARKER: DR = REFERENCE MARK DISK
 BN0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0539_SP_SET: CONCRETE POST
 BN0539_STAMPING: CHERRY NO 3 1956 1969
 BN0539_MARK LOGO: CGS   
 BN0539_PROJECTION: PROJECTING 12 CENTIMETERS
 BN0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0539+STABILITY: SURFACE MOTION
 BN0539
 BN0539  HISTORY     - Date     Condition        Report By
 BN0539  HISTORY     - 1969     MONUMENTED       CGS
 BN0539  HISTORY     - 1982     GOOD             NGS
 BN0539  HISTORY     - 19930804 GOOD             USPSQD
 BN0539  HISTORY     - 19960309 GOOD             USPSQD
 BN0539  HISTORY     - 20040126 POOR             USPSQD
 BN0539
 BN0539                          STATION DESCRIPTION
 BN0539
 BN0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0539'8.0 KM (5.0 MI) SOUTH FROM LOYAL VALLEY.
 BN0539'8 KM (5.0 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION OF
 BN0539'RANCH ROAD 2242 WHICH LEADS NORTHEAST OT LOYAL VALLEY, 17.6 METERS
 BN0539'(58.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 12.8 METERS (42.0 FT)
 BN0539'WEST OF THE FENCE, 19.0 METERS (62.5 FT) SOUTHWEST OF A TELEPHONE
 BN0539'POLE, AND 7.8 METERS (25.5 FT) SOUTH OF STATION CHERRY.
 BN0539'THE MARK IS 7.8 METERS  S FROM A WITNESS POST.
 BN0539'THE MARK IS 1.2 M ABOVE HIGHWAY.
 BN0539
 BN0539                          STATION RECOVERY (1993)
 BN0539
 BN0539'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0539'RECOVERED IN GOOD CONDITION.
 BN0539
 BN0539                          STATION RECOVERY (1996)
 BN0539
 BN0539'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0539'RECOVERED IN GOOD CONDITION.
 BN0539
 BN0539                          STATION RECOVERY (2004)
 BN0539
 BN0539'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BN0539'THE CONCRETE POST APPEARS TO HAVE BEEN STRUCK WITH A GRADER BLADE.  IT
 BN0539'LEANS TO MUCH TO USEABLE FOR ACCURATE ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0678 ***********************************************************************
 BN0678  DESIGNATION -  CHERRY SPRINGS CHRIST LUTH CH
 BN0678  PID         -  BN0678
 BN0678  STATE/COUNTY-  TX/GILLESPIE
 BN0678  USGS QUAD   -  CHERRY MOUNTAIN (1967)
 BN0678
 BN0678                         *CURRENT SURVEY CONTROL
 BN0678  ___________________________________________________________________
 BN0678* NAD 83(1993)-  30 28 56.81169(N)    098 59 03.14546(W)     ADJUSTED  
 BN0678* NAVD 88     -                                                        
 BN0678  ___________________________________________________________________
 BN0678  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 BN0678  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 BN0678
 BN0678  HORZ ORDER  -  THIRD
 BN0678
 BN0678.The horizontal coordinates were established by classical geodetic methods
 BN0678.and adjusted by the National Geodetic Survey in February 1996..
 BN0678
 BN0678
 BN0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0678
 BN0678.The geoid height was determined by GEOID03.
 BN0678
 BN0678;                    North         East     Units Scale Factor Converg.
 BN0678;SPC TX C     - 3,091,219.589   829,524.705   MT  0.99992248   +0 41 41.6
 BN0678;SPC TX C     -10,141,776.27  2,721,532.30   sFT  0.99992248   +0 41 41.6
 BN0678;UTM  14      - 3,372,246.538   501,515.770   MT  0.99960003   +0 00 28.8
 BN0678
 BN0678                          SUPERSEDED SURVEY CONTROL
 BN0678
 BN0678  NAD 83(1986)-  30 28 56.81437(N)    098 59 03.12764(W) AD(       ) 4
 BN0678  NAD 27      -  30 28 55.99000(N)    098 59 01.88400(W) AD(       ) 3
 BN0678
 BN0678.Superseded values are not recommended for survey control.
 BN0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0678.See file dsdata.txt to determine how the superseded data were derived.
 BN0678
 BN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0151672247(NAD 83)
 BN0678_MARKER: 90 = CHURCH SPIRE
 BN0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0678+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2004
 BN0678
 BN0678  HISTORY     - Date     Condition        Report By
 BN0678  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0678  HISTORY     - 19930804 GOOD             USPSQD
 BN0678  HISTORY     - 19960309 GOOD             USPSQD
 BN0678  HISTORY     - 20030120 GOOD             USPSQD
 BN0678  HISTORY     - 20040326 GOOD             USPSQD
 BN0678
 BN0678                          STATION DESCRIPTION
 BN0678
 BN0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0678'THE STATION IS LOCATED 1.5 MILES EAST OF U.S. HIGHWAY 87, 1.5
 BN0678'MILES EAST OF CHERRY SPRINGS, AND 95 FEET NORTH OF THE CENTER
 BN0678'OF A DIRT ROAD.  IT IS A BROWN NATIVE STONE STRUCTURE 125
 BN0678'FEET HIGH WITH A SILVER CROSS, AND THE POINT OBSERVED WAS
 BN0678'THE CROSS.
 BN0678
 BN0678                          STATION RECOVERY (1993)
 BN0678
 BN0678'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0678'RECOVERED IN GOOD CONDITION.
 BN0678
 BN0678                          STATION RECOVERY (1996)
 BN0678
 BN0678'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0678'RECOVERED IN GOOD CONDITION.
 BN0678
 BN0678                          STATION RECOVERY (2003)
 BN0678
 BN0678'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0678'RECOVERED IN GOOD CONDITION.
 BN0678
 BN0678                          STATION RECOVERY (2004)
 BN0678
 BN0678'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0498 ***********************************************************************
 CE0498  DESIGNATION -  CHESHER
 CE0498  PID         -  CE0498
 CE0498  STATE/COUNTY-  TX/EL PASO
 CE0498  USGS QUAD   -  YSLETA (1994)
 CE0498
 CE0498                         *CURRENT SURVEY CONTROL
 CE0498  ___________________________________________________________________
 CE0498* NAD 83(1993)-  31 42 57.63259(N)    106 18 20.43965(W)     ADJUSTED  
 CE0498* NAVD 88     -      1141.44   (+/-2cm)    3744.9    (feet)  VERTCON   
 CE0498  ___________________________________________________________________
 CE0498  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CE0498  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CE0498
 CE0498  HORZ ORDER  -  FIRST
 CE0498  VERT ORDER  -  THIRD ? (See Below)
 CE0498
 CE0498.The horizontal coordinates were established by classical geodetic methods
 CE0498.and adjusted by the National Geodetic Survey in February 1996..
 CE0498
 CE0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0498.The vertical order pertains to the NGVD 29 superseded value.
 CE0498
 CE0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0498
 CE0498.The geoid height was determined by GEOID03.
 CE0498
 CE0498;                    North         East     Units Scale Factor Converg.
 CE0498;SPC TX C     - 3,242,378.819   134,216.811   MT  0.99995934   -3 04 34.0
 CE0498;SPC TX C     -10,637,704.51    440,342.99   sFT  0.99995934   -3 04 34.0
 CE0498;UTM  13      - 3,509,699.260   376,288.325   MT  0.99978876   -0 41 11.4
 CE0498
 CE0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0498!SPC TX C     -   0.99982460  x   0.99995934  =   0.99978394
 CE0498!UTM  13      -   0.99982460  x   0.99978876  =   0.99961339
 CE0498
 CE0498:                Primary Azimuth Mark                     Grid Az
 CE0498:SPC TX C     -  PASO RESET                               063 11 39.9
 CE0498:UTM  13      -  PASO RESET                               060 48 17.3
 CE0498
 CE0498|---------------------------------------------------------------------|
 CE0498| PID    Reference Object                     Distance      Geod. Az  |
 CE0498|                                                           dddmmss.s |
 CE0498| CE0490 PASO RESET                          APPROX. 5.4 KM 0600705.9 |
 CE0498| CE0495 EL PASO ST PETER PAUL CATH CH       APPROX. 5.1 KM 1564305.3 |
 CE0498| CC7134 CHESHER RM 1                         25.781 METERS 23715     |
 CE0498| CE0500 CHESHER RM 3                        174.795 METERS 28207     |
 CE0498| CC7135 CHESHER RM 2                         25.306 METERS 33618     |
 CE0498|---------------------------------------------------------------------|
 CE0498
 CE0498                          SUPERSEDED SURVEY CONTROL
 CE0498
 CE0498  NAD 83(1993)-  31 42 57.63600(N)    106 18 20.43690(W) AD(       ) 1
 CE0498  NAD 83(1986)-  31 42 57.63679(N)    106 18 20.43683(W) AD(       ) 1
 CE0498  NAD 27      -  31 42 57.23663(N)    106 18 18.50036(W) AD(       ) 1
 CE0498  NGVD 29 (07/19/86) 1140.89   (m)         3743.1    (f) LEVELING    3  
 CE0498
 CE0498.Superseded values are not recommended for survey control.
 CE0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0498.See file dsdata.txt to determine how the superseded data were derived.
 CE0498
 CE0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7628809699(NAD 83)
 CE0498_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0498+STABILITY: SURFACE MOTION
 CE0498
 CE0498  HISTORY     - Date     Condition        Report By
 CE0498  HISTORY     - 1980     MONUMENTED       NGS
 CE0498  HISTORY     - 20021230 MARK NOT FOUND   INDIV
 CE0498
 CE0498                          STATION DESCRIPTION
 CE0498
 CE0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0498'THE STATION IS LOCATED ABOUT 18.5 KM (11-1/2 MI)
 CE0498'EAST-SOUTHEAST FROM THE CENTER OF EL PASO, 16.1 KM
 CE0498'(10 MI) NORTH-NORTHWEST OF CLINT AND 3.2 KM (2 MI)
 CE0498'NORTH-NORTHEAST OF YSLETA.
 CE0498'OWNERSHIP--CITY OF EL PASO, CITY PARKS DEPARTMENT,
 CE0498'MR. TITO GARCIA, EL PASO, TX, TELEPHONE NUMBER 915-542-6383.
 CE0498'
 CE0498'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0498'HIGHWAY 10 AND ZARAGOSA ROAD, ABOUT 19.3 KM (12 MI)
 CE0498'EAST-SOUTHEAST FROM DOWNTOWN EL PASO, GO SOUTHWEST ON
 CE0498'ZARAGOSA ROAD (FARM ROAD 659) FOR 0.4 KM (0.25 MI) TO
 CE0498'A SIDE ROAD LEFT AND THE ENTRANCE TO BLACKIE CHESHER PARK.
 CE0498'TURN LEFT INTO PARK ENTRANCE AND REFERENCE MARK 3 ON THE
 CE0498'RIGHT, CONTINUE EASTERLY FOR 0.1 KM (0.05 MI) TO THE
 CE0498'SOUTHEAST END OF PARKING LOT.  CROSS THE CURB AND
 CE0498'CONTINUE EASTERLY ACROSS GRASSY AREA FOR ABOUT 73.2 METERS
 CE0498'(240 FT) TO THE STATION.
 CE0498'
 CE0498'THE STATION IS A STANDARD NGS DISK
 CE0498'STAMPED---CHESHER 1980---,
 CE0498'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 CE0498'FLUSH WITH GROUND.  IT IS LOCATED
 CE0498'69.5 METERS (228.0 FT) EAST FROM THE NORTHEAST CORNER OF PARKING
 CE0498'LOT,
 CE0498'36.3 METERS (119.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 CE0498'BASKETBALL COURT AND
 CE0498'31.1 METERS (102.0 FT) NORTHEAST FROM A POWER POLE.
 CE0498'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CE0498'STAMPED---CHESHER 1980---,
 CE0498'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0498'
 CE0498'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CE0498'STAMPED---CHESHER NO 1 1980---,
 CE0498'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 CE0498'FLUSH WITH GROUND.  IT IS LOCATED
 CE0498'54.86 METERS (180.0 FT) EAST FROM THE NORTHEAST CORNER OF PARKING
 CE0498'LOT AND
 CE0498'5.185 METERS (17.0 FT) NORTHEAST FROM A POWER POLE.
 CE0498'MARK IS BELOW STATION 0.40 METER.
 CE0498'
 CE0498'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CE0498'STAMPED---CHESHER NO 2 1980---,
 CE0498'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0498'FLUSH WITH GROUND.  IT IS LOCATED
 CE0498'32.92 METERS (108.0 FT) EAST FROM A TEN INCH CEDAR TREE AND
 CE0498'10.98 METERS (36.0 FT) SOUTH FROM THE SOUTHEAST CORNER OF A
 CE0498'CONCRETE BASKETBALL COURT.
 CE0498'MARK IS BELOW STATION 0.40 METER.
 CE0498'
 CE0498'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 CE0498'STAMPED---CHESHER NO 3 1980---,
 CE0498'CEMENTED IN DRILL HOLE IN CONCRETE CURBING, PROJECTING 15
 CE0498'CM ABOVE GROUND.
 CE0498'IT IS LOCATED
 CE0498'7.3 METERS (24.0 FT) NORTH FROM A UTILITY POLE WITH THREE
 CE0498'TRANSFORMERS ATTACHED,
 CE0498'1.37 METERS (4.5 FT) WEST FROM A FENCE AND
 CE0498'0.6 METER (2.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF PARKING
 CE0498'LOT.
 CE0498'MARK IS BELOW STATION 1.0 METER.
 CE0498'
 CE0498'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.4 METERS.
 CE0498
 CE0498                          STATION RECOVERY (2002)
 CE0498
 CE0498'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (IBB)
 CE0498'REFERENCE POINTS 1 AND 2 WERE FOUND, BUT MARKS WERE SHEARED OFF FROM
 CE0498'THEIR MONUMENTS, PROBABLY FROM LAWNMOWER ACTIVITY.  SOME CURBING AT
 CE0498'THIS PARK HAS BEEN DESTROYED, AND AFTER SEARCHING ALL OF THE REMAINING
 CE0498'CURB CONCRETE, REFERENCE MARK 3 NOT FOUND AS DESCRIBED.  STATION DISC
 CE0498'NOT FOUND, PROBABLY ALSO MISSING/DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0908 ***********************************************************************
 AV0908  DESIGNATION -  CHESSON
 AV0908  PID         -  AV0908
 AV0908  STATE/COUNTY-  TX/JEFFERSON
 AV0908  USGS QUAD   -  SABINE PASS (1993)
 AV0908
 AV0908                         *CURRENT SURVEY CONTROL
 AV0908  ___________________________________________________________________
 AV0908* NAD 83(1993)-  29 41 14.38091(N)    093 58 51.49369(W)     ADJUSTED  
 AV0908* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AV0908  ___________________________________________________________________
 AV0908  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AV0908  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AV0908
 AV0908  HORZ ORDER  -  SECOND
 AV0908
 AV0908.The horizontal coordinates were established by classical geodetic methods
 AV0908.and adjusted by the National Geodetic Survey in February 1996..
 AV0908
 AV0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0908
 AV0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0908
 AV0908.The geoid height was determined by GEOID03.
 AV0908
 AV0908;                    North         East     Units Scale Factor Converg.
 AV0908;SPC TXSC     - 4,215,893.650 1,085,572.015   MT  0.99988209   +2 27 32.0
 AV0908;SPC TXSC     -13,831,644.42  3,561,580.85   sFT  0.99988209   +2 27 32.0
 AV0908;SPC LA S     -   134,569.368   743,780.335   MT  0.99994062   -1 19 25.9
 AV0908;SPC LA S     -   441,499.67  2,440,219.32   sFT  0.99994062   -1 19 25.9
 AV0908;UTM  15      - 3,284,542.008   405,090.104   MT  0.99971114   -0 29 09.2
 AV0908
 AV0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0908!SPC TXSC     -   1.00000405  x   0.99988209  =   0.99988614
 AV0908!SPC LA S     -   1.00000405  x   0.99994062  =   0.99994467
 AV0908!UTM  15      -   1.00000405  x   0.99971114  =   0.99971519
 AV0908
 AV0908:                Primary Azimuth Mark                     Grid Az
 AV0908:SPC TXSC     -  SABINE PASS TV STA KBMT MAST             073 03 22.6
 AV0908:SPC LA S     -  SABINE PASS TV STA KBMT MAST             076 50 20.5
 AV0908:UTM  15      -  SABINE PASS TV STA KBMT MAST             076 00 03.8
 AV0908
 AV0908|---------------------------------------------------------------------|
 AV0908| PID    Reference Object                     Distance      Geod. Az  |
 AV0908|                                                           dddmmss.s |
 AV0908| AV0903 SABINE PASS TV STA KBMT MAST        APPROX.11.8 KM 0753054.6 |
 AV0908| CV9689 CHESSON RM 1                          9.800 METERS 20730     |
 AV0908| AV0431 Z 1014                                             2821512.6 |
 AV0908| CV9690 CHESSON RM 2                          9.650 METERS 33813     |
 AV0908|---------------------------------------------------------------------|
 AV0908
 AV0908                          SUPERSEDED SURVEY CONTROL
 AV0908
 AV0908  NAD 83(1993)-  29 41 14.38079(N)    093 58 51.49369(W) AD(       ) 2
 AV0908  NAD 83(1993)-  29 41 14.40189(N)    093 58 51.47521(W) AD(       ) 2
 AV0908  NAD 83(1986)-  29 41 14.40448(N)    093 58 51.47990(W) AD(       ) 2
 AV0908  NAD 27      -  29 41 13.62530(N)    093 58 50.87290(W) AD(       ) 2
 AV0908  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 AV0908
 AV0908.Superseded values are not recommended for survey control.
 AV0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0908.See file dsdata.txt to determine how the superseded data were derived.
 AV0908
 AV0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN0509084542(NAD 83)
 AV0908_MARKER: DS = TRIANGULATION STATION DISK
 AV0908_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AV0908+WITH SETTING: INFORMATION.
 AV0908_SP_SET: PREFABRICATED CONCRETE POST
 AV0908
 AV0908  HISTORY     - Date     Condition        Report By
 AV0908  HISTORY     - 1963     MONUMENTED       CGS
 AV0908  HISTORY     - 20031002 MARK NOT FOUND   USPSQD
 AV0908
 AV0908                          STATION DESCRIPTION
 AV0908
 AV0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0908'THE STATION IS LOCATED 5.5 MILES SOUTHWEST OF SABINE PASS,
 AV0908'AND 0.15 MILE SOUTH OF STATE HIGHWAY 87 ON THE MC FADDEN
 AV0908'RANCH.
 AV0908'
 AV0908'TO REACH THE STATION FROM THE DICK DOWLING MONUMENT IN THE
 AV0908'VILLAGE OF SABINE PASS, GO SOUTHWEST ON STATE HIGHWAY 87
 AV0908'FOR 6.1 MILES TO A SHELL SIDE ROAD LEFT, TURN LEFT AND GO
 AV0908'SOUTH ON THE SHELL ROAD 0.15 MILE TO THE STATION ON THE
 AV0908'LEFT AS DESCRIBED.
 AV0908'
 AV0908'THE STATION MARK IS A STANDARD DISK STAMPED CHESSON 1963,
 AV0908'CRIMPED TO THE TOP OF A 5/8-INCH COPPER ROD, WHICH PROJECTS
 AV0908'ABOUT 6-INCHES ABOVE THE GROUND SURFACE.  IT IS 4.0 FEET
 AV0908'WEST OF A WIRE FENCE, 6.2 FEET SOUTH OF A CREOSOTE WITNESS
 AV0908'POST AND SIGN AND 32.2 FEET EAST OF THE CENTERLINE OF THE
 AV0908'SHELL ROAD.
 AV0908'
 AV0908'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CHESSON NO. 1
 AV0908'1963, CRIMPED TO THE TOP OF A 5/8-INCH COPPER ROD, WHICH
 AV0908'PROJECTS ABOUT 3-INCHES ABOVE THE GROUND SURFACE.  IT IS
 AV0908'22.0 FEET EAST OF CENTERLINE OF A SHELL ROAD, 30.0 FEET
 AV0908'SOUTHSOUTHWEST OF WIRE FENCE AND 31.6 FEET SOUTH OF CREOSOTE
 AV0908'WITNESS POST AND SIGN.
 AV0908'
 AV0908'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, CHESSON
 AV0908'NO. 2 1963, CRIMPED TO THE TOP OF A 5/8-INCH COPPER ROD,
 AV0908'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT
 AV0908'IS 1.0 FEET SOUTHWEST OF WIRE FENCE, 22.0 FEET EAST OF CENTERLINE
 AV0908'OF SHELL ROAD AND 27.0 FEET WEST OF CREOSOTE WITNESS POST
 AV0908'AND SIGN.
 AV0908'
 AV0908'THE AZIMUTH MARK IS A STANDARD BENCH MARK, STAMPED Z 1014
 AV0908'1953.  IT IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE CYCLINDER,
 AV0908'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT
 AV0908'IS 1.0 FEET NORTHWEST OF A WIRE FENCE, 2.2 FEET NORTH OF A
 AV0908'STANDARD METAL WITNESS POST AND SIGN, AND 48 FEET NORTHWEST
 AV0908'OF CENTERLINE OF STATE HIGHWAY 87.
 AV0908'
 AV0908'TO REACH THE BENCH MARK FROM STATION, GO NORTH 0.15 MILE
 AV0908'TO STATE HIGHWAY 87, TURN LEFT 0.38 MILE TO BENCH MARK ON
 AV0908'THE RIGHT, AS DESCRIBED.
 AV0908
 AV0908                          STATION RECOVERY (2003)
 AV0908
 AV0908'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0908'RM 1 & 2 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0663 ***********************************************************************
 BL0663  DESIGNATION -  CHESTER
 BL0663  PID         -  BL0663
 BL0663  STATE/COUNTY-  TX/TYLER
 BL0663  USGS QUAD   -  CAMDEN (1984)
 BL0663
 BL0663                         *CURRENT SURVEY CONTROL
 BL0663  ___________________________________________________________________
 BL0663* NAD 83(1993)-  30 55 46.97286(N)    094 37 56.23256(W)     ADJUSTED  
 BL0663* NAVD 88     -       110.28   (+/-2cm)     361.8    (feet)  VERTCON   
 BL0663  ___________________________________________________________________
 BL0663  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BL0663  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL0663
 BL0663  HORZ ORDER  -  THIRD
 BL0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0663
 BL0663.The horizontal coordinates were established by classical geodetic methods
 BL0663.and adjusted by the National Geodetic Survey in February 1996..
 BL0663
 BL0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0663.The vertical order pertains to the NGVD 29 superseded value.
 BL0663
 BL0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0663
 BL0663.The geoid height was determined by GEOID03.
 BL0663
 BL0663;                    North         East     Units Scale Factor Converg.
 BL0663;SPC TX C     - 3,153,972.579 1,244,570.707   MT  0.99988252   +2 56 10.9
 BL0663;SPC TX C     -10,347,658.37  4,083,229.06   sFT  0.99988252   +2 56 10.9
 BL0663;UTM  15      - 3,422,954.582   344,047.807   MT  0.99990001   -0 50 20.9
 BL0663
 BL0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0663!SPC TX C     -   0.99998703  x   0.99988252  =   0.99986955
 BL0663!UTM  15      -   0.99998703  x   0.99990001  =   0.99988704
 BL0663
 BL0663|---------------------------------------------------------------------|
 BL0663| PID    Reference Object                     Distance      Geod. Az  |
 BL0663|                                                           dddmmss.s |
 BL0663| BL0661 CHESTER RM 1                         33.572 METERS 03635     |
 BL0663| BL0662 CHESTER RM 2                         29.291 METERS 10649     |
 BL0663| BL0665 CHESTER 2 RM 3                        5.681 METERS 16227     |
 BL0663| BL0664 CHESTER 2                             6.241 METERS 24059     |
 BL0663| BL2137 CAMDEN CARTER LUMBER CO STACK       APPROX.10.2 KM 2605635.2 |
 BL0663| BL0660 CHESTER AZ MK                                      2935117.1 |
 BL0663|---------------------------------------------------------------------|
 BL0663
 BL0663                          SUPERSEDED SURVEY CONTROL
 BL0663
 BL0663  NAD 83(1986)-  30 55 46.98525(N)    094 37 56.22190(W) AD(       ) 3
 BL0663  NAD 27      -  30 55 46.28400(N)    094 37 55.48300(W) AD(       ) 3
 BL0663  NGVD 29 (??/??/92)  110.291  (m)          361.85   (f) ADJ UNCH    2 0
 BL0663
 BL0663.Superseded values are not recommended for survey control.
 BL0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0663.See file dsdata.txt to determine how the superseded data were derived.
 BL0663
 BL0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4404822955(NAD 83)
 BL0663_MARKER: DS = TRIANGULATION STATION DISK
 BL0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0663_STAMPING: CHESTER 1949
 BL0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0663+STABILITY: SURFACE MOTION
 BL0663
 BL0663  HISTORY     - Date     Condition        Report By
 BL0663  HISTORY     - 1949     MONUMENTED       CGS
 BL0663  HISTORY     - 1949     GOOD             CGS
 BL0663  HISTORY     - 1963     GOOD             CGS
 BL0663  HISTORY     - 1972     SEE DESCRIPTION  NGS
 BL0663  HISTORY     - 1972     GOOD             NGS
 BL0663  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL0663
 BL0663                          STATION DESCRIPTION
 BL0663
 BL0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL0663'THE STATION IS LOCATED ABOUT 12.5 MILES SOUTHEAST OF CORRIGAN
 BL0663'AND ABOUT 2.0 MILES WEST OF CHESTER.  IT IS 17.0 FEET SOUTH
 BL0663'OF A WITNESS POST, 28.0 FEET EAST-SOUTHEAST OF A FENCE CORNER,
 BL0663'47.0 FEET WEST OF THE CENTER OF A GRADED ROAD, AND 61.0
 BL0663'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 287.  IT PROJECTS
 BL0663'2 INCHES AND IS STAMPED CHESTER 1949.
 BL0663'
 BL0663'REFERENCE MARK NO. 1 IS 12.0 FEET WEST OF A TELEPHONE POLE
 BL0663'AND 49.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 287.
 BL0663'IT PROJECTS 2 INCHES AND IS STAMPED CHESTER NO 1 1949.
 BL0663'
 BL0663'REFERENCE MARK NO. 2 IS 4.5 FEET WEST-SOUTHWEST OF A LARGE
 BL0663'PINE TREE, 40.0 FEET EAST OF THE CENTER OF A GRADED ROAD
 BL0663'AND 52.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 287.
 BL0663'IT PROJECTS 2 INCHES AND IS STAMPED CHESTER NO 2 1949.
 BL0663'
 BL0663'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. DISK CEMENTED
 BL0663'IN A DRILL HOLE FLUSH WITH THE TOP OF A CEMENT CULVERT HEAD
 BL0663'WALL ON THE SOUTH SIDE OF U.S. HIGHWAY NO. 287.  IT IS 1.0
 BL0663'FOOT WEST OF THE EAST END OF THE HEAD WALL, 14.0 FEET SOUTH
 BL0663'OF THE CENTER OF U.S. HIGHWAY NO. 287 AND 56.0 FEET EAST
 BL0663'OF THE CENTER OF A T ROAD.  IT IS STAMPED CHESTER 1949.
 BL0663'
 BL0663'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER GO WEST
 BL0663'ON U.S. HIGHWAY NO. 287 FOR 2.1 MILES TO TOP OF RISE AND
 BL0663'STATION ON THE LEFT AS DESCRIBED.
 BL0663'
 BL0663'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S.
 BL0663'HIGHWAY NO. 287 FOR 0.5 OF A MILE AND MARK ON THE LEFT AS
 BL0663'DESCRIBED.
 BL0663'
 BL0663'A 100 FOOT SIGNAL AT STATION CAMDEN LOOKOUT 1935 IS VISIBLE
 BL0663'AT 50 FEET.
 BL0663'
 BL0663'AN 87 FOOT SIGNAL AT STATION MC MANUS IS VISIBLE AT 37 FEET.
 BL0663'
 BL0663'A 100 FOOT SIGNAL AT STATION BARNUM IS VISIBLE AT 64 FEET.
 BL0663'
 BL0663'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BL0663
 BL0663                          STATION RECOVERY (1949)
 BL0663
 BL0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BL0663'2.1 MI NW FROM CHESTER.
 BL0663'2.1 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0663'AT CHESTER, AT THE SUMMIT OF A HILL, AT A Y-JUNCTION OF THE HIGHWAY
 BL0663'AND A DIRT ROAD LEADING SOUTHWEST, 61.2 FEET SOUTH OF THE CENTER LINE
 BL0663'OF THE HIGHWAY, 44.0 FEET NORTHWEST OF THE CENTER LINE OF THE SIDE
 BL0663'ROAD, 26.6 FEET SOUTHWEST OF A 14-INCH PINE TREE, 17.0 FEET SOUTH OF A
 BL0663'REFERENCE POST, 28.0 FEET SOUTHEAST OF A CORNER FENCE POST, 114.4 FEET
 BL0663'SOUTH OF REFERENCE MARK NO. 1, 96.0 FEET WEST OF REFERENCE MARK NO. 2,
 BL0663'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 BL0663'GROUND.
 BL0663
 BL0663                          STATION RECOVERY (1963)
 BL0663
 BL0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 BL0663'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 BL0663'MARK WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 BL0663'AND TO REACH THE STATION ARE ADEQUATE FOR RECOVERY.
 BL0663'
 BL0663'NOTE--THIS STATION WAS FOUND TO BE IN THE CONSTRUCTION AREA
 BL0663'FOR WIDENING U.S. HIGHWAY 287 AS PLANNED BY THE TEXAS HIGHWAY
 BL0663'DEPPARTMENT IN 1964.  IT WILL BE DIFFICULT TO MOVE THIS
 BL0663'STATION AS THE MARKS ARE IN HEAVY TIMBER AND THE LINE OF
 BL0663'SIGHT TO THE AZIMUTH MARK IS BLOCKED BY TREES.  THIS STATION
 BL0663'MAY BE LOST WHEN CONSTRUCTION BEGINS.
 BL0663
 BL0663                          STATION RECOVERY (1972)
 BL0663
 BL0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BL0663'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 BL0663'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 BL0663'AND IT IS BELIEVED THAT THE MARK WAS DESTROYED BY ROAD
 BL0663'CONSTRUCTION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 BL0663'WERE VERIFIED.
 BL0663'
 BL0663'THE STATION MARK AND REFERENCE MARKS WILL BE DESTROYED IN
 BL0663'THE NEAR FUTURE BY ROAD CONSTRUCTION.
 BL0663'
 BL0663'A CHESTER 2 1972 WAS ESTABLISHED SOUTH OF THE ORIGINAL STATION
 BL0663'AND ON THE ROAD RIGHT-OF-WAY.  ALSO REFERENCE MARKS 3 AND 4
 BL0663'WERE ESTABLISHED.
 BL0663'
 BL0663'FOR FUTURE REFERENCE SEE CHESTER 2 1972.
 BL0663'
 BL0663'THIS STATION WAS ALSO A VERTICAL CONTROL BENCH MARK.
 BL0663'
 BL0663'THE STATION WAS MOVED ON REQUEST BY THE TEXAS HWY. DEPT.
 BL0663'
 BL0663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CHESTER--2
 BL0663'MILES WEST
 BL0663
 BL0663                          STATION RECOVERY (1972)
 BL0663
 BL0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0663'RECOVERED IN GOOD CONDITION.
 BL0663
 BL0663                          STATION RECOVERY (1989)
 BL0663
 BL0663'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BL0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2655 ***********************************************************************
 AX2655  DESIGNATION -  CHESTER
 AX2655  PID         -  AX2655
 AX2655  STATE/COUNTY-  TX/COLORADO
 AX2655  USGS QUAD   -  LISSIE (1981)
 AX2655
 AX2655                         *CURRENT SURVEY CONTROL
 AX2655  ___________________________________________________________________
 AX2655* NAD 83(1993)-  29 37 30.46089(N)    096 13 53.35185(W)     ADJUSTED  
 AX2655* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 AX2655  ___________________________________________________________________
 AX2655  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AX2655  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX2655
 AX2655  HORZ ORDER  -  FIRST
 AX2655
 AX2655.The horizontal coordinates were established by classical geodetic methods
 AX2655.and adjusted by the National Geodetic Survey in February 1996..
 AX2655
 AX2655.The orthometric height was scaled from a topographic map.
 AX2655
 AX2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2655
 AX2655.The geoid height was determined by GEOID03.
 AX2655
 AX2655;                    North         East     Units Scale Factor Converg.
 AX2655;SPC TXSC     - 4,201,751.905   868,063.528   MT  0.99987602   +1 21 22.8
 AX2655;SPC TXSC     -13,785,247.71  2,847,971.76   sFT  0.99987602   +1 21 22.8
 AX2655;UTM  14      - 3,280,450.740   768,068.278   MT  1.00048676   +1 22 09.7
 AX2655
 AX2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2655!SPC TXSC     -   0.99999672  x   0.99987602  =   0.99987274
 AX2655!UTM  14      -   0.99999672  x   1.00048676  =   1.00048348
 AX2655
 AX2655|---------------------------------------------------------------------|
 AX2655| PID    Reference Object                     Distance      Geod. Az  |
 AX2655|                                                           dddmmss.s |
 AX2655| CV7024 CHESTER RM 1                         23.652 METERS 08301     |
 AX2655| AX2677 SAN ANTONIO HOUSTON AWY BCN 13      APPROX.24.3 KM 1810342.2 |
 AX2655| CV7025 CHESTER RM 2                         23.552 METERS 18433     |
 AX2655| CV7023 CHESTER AZ MK                                      2230626.3 |
 AX2655|---------------------------------------------------------------------|
 AX2655
 AX2655                          SUPERSEDED SURVEY CONTROL
 AX2655
 AX2655  NAD 83(1986)-  29 37 30.47543(N)    096 13 53.33650(W) AD(       ) 1
 AX2655  NAD 27      -  29 37 29.61700(N)    096 13 52.46800(W) AD(       ) 1
 AX2655
 AX2655.Superseded values are not recommended for survey control.
 AX2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2655.See file dsdata.txt to determine how the superseded data were derived.
 AX2655
 AX2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6806880451(NAD 83)
 AX2655_MARKER: DS = TRIANGULATION STATION DISK
 AX2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2655
 AX2655  HISTORY     - Date     Condition        Report By
 AX2655  HISTORY     - 1943     MONUMENTED       CGS
 AX2655  HISTORY     - 1954     GOOD             CGS
 AX2655  HISTORY     - 1961     GOOD             CGS
 AX2655  HISTORY     - 1963     GOOD             CGS
 AX2655
 AX2655                          STATION DESCRIPTION
 AX2655
 AX2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2655'THE STATION IS ABOUT 7 MILES ENE OF EAGLE LAKE AND 2 MILES
 AX2655'NW OF THE CHESTERVILLE RAILROAD STATION, 1 FOOT NW OF RIGHT-OF-WAY
 AX2655'FENCE BETWEEN COUNTY ROAD (DIRT) AND PROPERTY OWNED BY A MRS.
 AX2655'TILTON OF ALVIN AND RENTED BY H.W. LEE, 10 FEET SW OF GATE
 AX2655'LEADING INTO FIELD ON NW, 15 FEET SW OF END OF ROAD.  THE
 AX2655'DISK IS STAMPED CHESTER 1943 AND PROJECTS 2 INCHES.
 AX2655'
 AX2655'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2655'DISKS SET IN CONCRETE.
 AX2655'
 AX2655'REFERENCE MARK NO. 1 IS E OF THE STATION, ABOUT 20 FEET
 AX2655'BEYOND THE NE END OF THE DIRT ROAD TO STATION, IN FENCE LINE
 AX2655'ON SE SIDE OF ROAD, ACROSS ROAD FROM STATION.  THE DISK IS
 AX2655'STAMPED CHESTER 1943 AND PROJECTS 3 INCHES.
 AX2655'
 AX2655'REFERENCE MARK NO. 2 IS S OF STATION, ACROSS ROAD, IN FENCE
 AX2655'LINE ON SE SIDE OF ROAD.  THE DISK IS STAMPED CHESTER 1943
 AX2655'AND PROJECTS 4 INCHES.
 AX2655'
 AX2655'THE AZIMUTH MARK IS ABOUT 0.6 MILE SW OF STATION, AT SW
 AX2655'END OF ROAD LEADING INTO STATION, WHERE THIS ROAD JOINS
 AX2655'NW DIRT ROAD, IN RIGHT-OF-WAY FENCE ON SW SIDE OF THE LATTER
 AX2655'ROAD, ABOUT 30 FEET SW OF CENTER LINE OF ROAD, ABOUT 20 FEET
 AX2655'SE OF GATE INTO FIELD ON SW.  THE DISK IS STAMPED CHESTER 1943
 AX2655'AND PROJECTS 3 INCHES.  TO REACH FROM STATION--GO SW ON
 AX2655'DIRT ROAD FROM STATION 0.6 MILE TO TURN LEFT, SE, AND MARK.
 AX2655'
 AX2655'THE STATION IS REACHED FROM EAGLE LAKE ON U.S. 90 BY GOING
 AX2655'E ON U.S. 90 FROM POST OFFICE 3 BLOCKS (0.2 MILE) TO GULF
 AX2655'SERVICE STATION AND SANTA FE DEPOT ON N.  TURN LEFT, N, ACROSS
 AX2655'RAILROAD, AND FOLLOW STREET N 0.35 MILE.  TURN E, RIGHT,
 AX2655'0.60 MILE TO RAILROAD RIGHT-OF-WAY.  BEAR LEFT AND FOLLOW
 AX2655'DIRT ROAD ON W SIDE OF TRACKS (S.A. AND A.P.) 6.0 MILES TO
 AX2655'A DIRT ROAD LEFT, NW.  FOLLOW THIS ROAD NW 1.2 MILES TO DIRT
 AX2655'ROAD RIGHT, NE.  TURN RIGHT AND GO 0.6 MILE TO STATION ON
 AX2655'LEFT, SHORTLY BEFORE ROAD ENDS.
 AX2655'
 AX2655'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX2655
 AX2655                          STATION RECOVERY (1954)
 AX2655
 AX2655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2655'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 AX2655'IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 ARE BOTH ON THE
 AX2655'EXTREME EDGE OF A DRAINAGE DITCH AND MAY, IN THE FUTURE,
 AX2655'HAVE A TENDENCY TO SHIFT SOMEWHAT, DUE TO EROSION.  THE
 AX2655'ORIGINAL DESCRIPTION IS COMPLETE AND ADEQUATE.
 AX2655
 AX2655                          STATION RECOVERY (1961)
 AX2655
 AX2655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AMG)
 AX2655'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND.
 AX2655'THE STATION AND AZIMUTH MARK ARE IN GOOD CONDITION.  REFERENCE
 AX2655'MARKS NOS. 1 AND 2 ARE ON THE SOUTHEAST SIDE OF A ROAD DITCH
 AX2655'AND ARE PARTIALLY EXPOSED AND MIGHT WASH OUT ANY TIME.  REFERENCE
 AX2655'MARK NO. 1 IS LEANING TOWARD DITCH.  THE AZIMUTH MARK IS
 AX2655'DIFFICULT TO FIND FROM THE DESCRIPTION THE AZIMUTH MARK IS
 AX2655'IN A FENCE ALONG THE SOUTHWEST LINE OF A GRAVEL ROAD AND
 AX2655'35.5 FEET SOUTHEAST OF THE SOUTHEAST POST OF A GAP ON A
 AX2655'FIELD ROAD LEADING INTO A FIELD ON THE SOUTHWEST SIDE OF
 AX2655'THE GRAVEL ROAD AND 25 FEET FROM THE CENTER LINE OF THE
 AX2655'SOUTHEAST-NORTHWEST GRAVEL ROAD.
 AX2655
 AX2655                          STATION RECOVERY (1963)
 AX2655
 AX2655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KHB)
 AX2655'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 AX2655'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDINGS
 AX2655'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0664 ***********************************************************************
 BL0664  DESIGNATION -  CHESTER 2
 BL0664  PID         -  BL0664
 BL0664  STATE/COUNTY-  TX/TYLER
 BL0664  USGS QUAD   -  CAMDEN (1984)
 BL0664
 BL0664                         *CURRENT SURVEY CONTROL
 BL0664  ___________________________________________________________________
 BL0664* NAD 83(1993)-  30 55 46.87455(N)    094 37 56.43812(W)     ADJUSTED  
 BL0664* NAVD 88     -       110.25   (+/-2cm)     361.7    (feet)  VERTCON   
 BL0664  ___________________________________________________________________
 BL0664  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BL0664  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL0664
 BL0664  HORZ ORDER  -  THIRD
 BL0664  VERT ORDER  -  THIRD (See Below)
 BL0664
 BL0664.The horizontal coordinates were established by classical geodetic methods
 BL0664.and adjusted by the National Geodetic Survey in February 1996..
 BL0664.No horizontal observational check was made to the station.
 BL0664
 BL0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0664.The vertical order pertains to the NGVD 29 superseded value.
 BL0664
 BL0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0664
 BL0664.The geoid height was determined by GEOID03.
 BL0664
 BL0664;                    North         East     Units Scale Factor Converg.
 BL0664;SPC TX C     - 3,153,969.276 1,244,565.412   MT  0.99988252   +2 56 10.8
 BL0664;SPC TX C     -10,347,647.53  4,083,211.69   sFT  0.99988252   +2 56 10.8
 BL0664;UTM  15      - 3,422,951.635   344,042.307   MT  0.99990003   -0 50 21.0
 BL0664
 BL0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0664!SPC TX C     -   0.99998703  x   0.99988252  =   0.99986955
 BL0664!UTM  15      -   0.99998703  x   0.99990003  =   0.99988706
 BL0664
 BL0664|---------------------------------------------------------------------|
 BL0664| PID    Reference Object                     Distance      Geod. Az  |
 BL0664|                                                           dddmmss.s |
 BL0664| BL0663 CHESTER                               6.241 METERS 06059     |
 BL0664| CV8254 CHESTER 2 AZ MK                                    0974406.5 |
 BL0664| BL0665 CHESTER 2 RM 3                        7.557 METERS 10826     |
 BL0664| BL0666 CHESTER 2 RM 4                        7.388 METERS 28111     |
 BL0664|---------------------------------------------------------------------|
 BL0664
 BL0664                          SUPERSEDED SURVEY CONTROL
 BL0664
 BL0664  NAD 83(1986)-  30 55 46.88699(N)    094 37 56.42760(W) AD(       ) 3
 BL0664  NAD 27      -  30 55 46.18577(N)    094 37 55.68856(W) AD(       ) 3
 BL0664  NGVD 29 (01/29/03)  110.26   (m)          361.7    (f) RESET       3  
 BL0664
 BL0664.Superseded values are not recommended for survey control.
 BL0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0664.See file dsdata.txt to determine how the superseded data were derived.
 BL0664
 BL0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4404222952(NAD 83)
 BL0664_MARKER: DS = TRIANGULATION STATION DISK
 BL0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0664_STAMPING: CHESTER 2 1972
 BL0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0664+STABILITY: SURFACE MOTION
 BL0664
 BL0664  HISTORY     - Date     Condition        Report By
 BL0664  HISTORY     - 1972     MONUMENTED       NGS
 BL0664  HISTORY     - 1972     GOOD             NGS
 BL0664  HISTORY     - 1976     GOOD             NGS
 BL0664  HISTORY     - 1990     GOOD             USPSQD
 BL0664
 BL0664                          STATION DESCRIPTION
 BL0664
 BL0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BL0664'R.M. NO. 3 IS A TRAVERSE DISTANCE.
 BL0664'
 BL0664'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHEAST OF CORRIGAR,
 BL0664'2 MILES WEST-NORTHWEST OF CHESTER, 1/2 MILE SOUTHEAST OF POLK-TYLER
 BL0664'COUNTY LINE, AND AT THE INTERSECTION OF U.S. HWY. 287 AND A GRAVEL
 BL0664'ROAD LEADING SOUTHWEST TO BARNUM FIRE LOOKOUT TOWER.
 BL0664'
 BL0664'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROADS 2097, 1745
 BL0664'AND U.S. HWY. 287 IN CHESTER.  GO NORTHWESTERLY ON U.S. HWY. 287 FOR
 BL0664'1.8 MILES TO A SIDE ROAD ON THE LEFT AND STATION ON THE LEFT, WEST
 BL0664'OF THE GRAVEL ROAD AND SIGN ON THE RIGHT READING BARNUM FIRE LOOKOUT
 BL0664'TOWER.
 BL0664'
 BL0664'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 BL0664'POST THAT PROJECTS 6-INCHES AND IS STAMPED CHESTER 2 1972.  IT IS
 BL0664'87 FEET SOUTH OF THE CENTER-LINE OF U.S. HWY. 287, 57 FEET WEST OF
 BL0664'THE CENTER OF GRAVEL ROAD, 27 FEET WEST OF THE FENCE-CORNER, 4 FEET
 BL0664'NORTHWEST OF A METAL WITNESS POST AND 2 FEET NORTH OF THE
 BL0664'FENCE-LINE.
 BL0664'
 BL0664'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 BL0664'CONCRETE POST, THAT PROJECTS 6-INCHES AND IS STAMPED CHESTER 2 NO 3
 BL0664'1972.  IT IS 83 FEET SOUTH OF THE CENTER-LINE OF U.S. HWY. 287, 32
 BL0664'FEET WEST OF THE CENTER OF GRAVEL ROAD, 2.8 FEET WEST OF THE
 BL0664'FENCE-CORNER, AND 1 FOOT NORTH OF THE FENCE-LINE.
 BL0664'
 BL0664'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 BL0664'CONCRETE POST THAT PROJECTS 5-INCHES AND IS STAMPED CHESTER 2 NO 4
 BL0664'1972.  IT IS 88 FEET SOUTH OF THE CENTER-LINE OF U.S. HWY. 287, 52
 BL0664'FEET WEST OF THE FENCE-CORNER AND 1 FOOT NORTH OF THE FENCE-LINE.
 BL0664'
 BL0664'NOTE--NO AZIMUTH MARK WAS ESTABLISHED, AS THIS AREA IS A HEAVY
 BL0664'WOODED COVERED AREA AND THE LINE-OF-SIGHT IS LIMITED.
 BL0664'
 BL0664'THE STATION IS ALSO A VERTICAL CONTROL POINT.
 BL0664'
 BL0664'ELEVATION OF STATION MARK IS 110.265 METERS 361.761 FEET.
 BL0664'
 BL0664'NEAREST TOWN--CHESTER.
 BL0664
 BL0664                          STATION RECOVERY (1972)
 BL0664
 BL0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0664'2 MI W FROM CHESTER.
 BL0664'FROM THE INTERSECTION OF U.S. HWY. 287 AND FARM ROADS 1745 AND 2097 IN
 BL0664'CHESTER, GO WESTERLY ON U.S. HWY. 287 FOR 1.8 MILES TO A SIDE ROAD ON
 BL0664'THE LEFT AND MARK ON THE LEFT, WEST OF THE GRAVEL ROAD, SIGN ON THE
 BL0664'RIGHT READING BARNUM FIRE LOOKOUT TOWER.  A STANDARD TRIANGULATION
 BL0664'STATION MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST THAT
 BL0664'PROJECTS ABOUT 6-INCHES AND IS STAMPED CHESTER 2 1972.  IT IS 87 FEET
 BL0664'SOUTH OF THE CENTER-LINE OF U.S. HWY. 287, 57 FEET WEST OF THE CENTER
 BL0664'OF GRAVEL ROAD LEADING SOUTHWEST, 27 FEET WEST OF THE FENCE-CORNER, 4
 BL0664'FEET NORTHWEST OF A METAL WITNESS POST AND 2 FEET NORTH OF THE
 BL0664'FENCE-LINE.
 BL0664
 BL0664                          STATION RECOVERY (1976)
 BL0664
 BL0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BL0664'THE STATION MARK AND REFERENCE MARKS NO. 3 AND 4 WERE RECOVERED AND
 BL0664'FOUND IN GOOD CONDITION.
 BL0664'
 BL0664'THE DISTANCE TO THE REFERENCE MARKS WERE VERIFIED, BUT A DIFFERENCE
 BL0664'WAS FOUND IN THE DIRECTION TO THE MARKS.
 BL0664'
 BL0664'AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME AND POLARIS WAS
 BL0664'OBSERVED.
 BL0664'
 BL0664'THE 1972 DESCRIPTION OF STATION AND THE TO REACH IS ADEQUATE.
 BL0664'
 BL0664'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE, AT THE EAST
 BL0664'END OF THE SOUTH HEADWALL OF CULVERT AND IS STAMPED CHESTER 2 1972
 BL0664'1976.  IT IS 60 FEET SOUTH OF THE CENTER OF HIGHWAY, ABOUT 6-FEET
 BL0664'LOWER IN ELEVATION THAN THE ROAD-BED AND IS 1.8 FEET WEST OF THE
 BL0664'EAST END OF THE ABUTMENT OF CULVERT.
 BL0664'
 BL0664'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON U.S.
 BL0664'HIGHWAY 287 FOR 0.7 MILE TO MARK ON THE RIGHT, IN HEADWALL OF
 BL0664'CULVERT.
 BL0664'
 BL0664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CHESTER 2-MILES W.
 BL0664
 BL0664                          STATION RECOVERY (1990)
 BL0664
 BL0664'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BL0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0665 ***********************************************************************
 BL0665  DESIGNATION -  CHESTER 2 RM 3
 BL0665  PID         -  BL0665
 BL0665  STATE/COUNTY-  TX/TYLER
 BL0665  USGS QUAD   -  CAMDEN (1984)
 BL0665
 BL0665                         *CURRENT SURVEY CONTROL
 BL0665  ___________________________________________________________________
 BL0665* NAD 83(1993)-  30 55 46.79697(N)    094 37 56.16806(W)     ADJUSTED  
 BL0665* NAVD 88     -       110.45   (+/-2cm)     362.4    (feet)  VERTCON   
 BL0665  ___________________________________________________________________
 BL0665  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BL0665  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL0665
 BL0665  HORZ ORDER  -  THIRD
 BL0665  VERT ORDER  -  THIRD (See Below)
 BL0665
 BL0665.The horizontal coordinates were established by classical geodetic methods
 BL0665.and adjusted by the National Geodetic Survey in February 1996..
 BL0665.No horizontal observational check was made to the station.
 BL0665
 BL0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0665.The vertical order pertains to the NGVD 29 superseded value.
 BL0665
 BL0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0665
 BL0665.The geoid height was determined by GEOID03.
 BL0665
 BL0665;                    North         East     Units Scale Factor Converg.
 BL0665;SPC TX C     - 3,153,967.258 1,244,572.694   MT  0.99988252   +2 56 11.0
 BL0665;SPC TX C     -10,347,640.91  4,083,235.58   sFT  0.99988252   +2 56 11.0
 BL0665;UTM  15      - 3,422,949.141   344,049.440   MT  0.99990001   -0 50 20.9
 BL0665
 BL0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0665!SPC TX C     -   0.99998700  x   0.99988252  =   0.99986952
 BL0665!UTM  15      -   0.99998700  x   0.99990001  =   0.99988701
 BL0665
 BL0665                          SUPERSEDED SURVEY CONTROL
 BL0665
 BL0665  NAD 83(1986)-  30 55 46.80936(N)    094 37 56.15757(W) AD(       ) 3
 BL0665  NAD 27      -  30 55 46.10805(N)    094 37 55.41857(W) AD(       ) 3
 BL0665  NGVD 29 (01/29/03)  110.47   (m)          362.4    (f) RESET       3  
 BL0665
 BL0665.Superseded values are not recommended for survey control.
 BL0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0665.See file dsdata.txt to determine how the superseded data were derived.
 BL0665
 BL0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4404922949(NAD 83)
 BL0665_MARKER: DR = REFERENCE MARK DISK
 BL0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0665_STAMPING: CHESTER 2 NO 3 1972
 BL0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0665+STABILITY: SURFACE MOTION
 BL0665
 BL0665  HISTORY     - Date     Condition        Report By
 BL0665  HISTORY     - 1972     MONUMENTED       NGS
 BL0665  HISTORY     - 1972     GOOD             NGS
 BL0665  HISTORY     - 1989     GOOD             USPSQD
 BL0665
 BL0665                          STATION DESCRIPTION
 BL0665
 BL0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BL0665'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHEAST OF CORRIGAR,
 BL0665'2 MILES WEST-NORTHWEST OF CHESTER, 1/2 MILE SOUTHEAST OF POLK-TYLER
 BL0665'COUNTY LINE, AND AT THE INTERSECTION OF U.S. HWY. 287 AND A GRAVEL
 BL0665'ROAD LEADING SOUTHWEST TO BARNUM FIRE LOOKOUT TOWER.
 BL0665'
 BL0665'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROADS 2097, 1745
 BL0665'AND U.S. HWY. 287 IN CHESTER.  GO NORTHWESTERLY ON U.S. HWY. 287 FOR
 BL0665'1.8 MILES TO A SIDE ROAD ON THE LEFT AND STATION ON THE LEFT, WEST
 BL0665'OF THE GRAVEL ROAD AND SIGN ON THE RIGHT READING BARNUM FIRE LOOKOUT
 BL0665'TOWER.
 BL0665'
 BL0665'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 BL0665'CONCRETE POST, THAT PROJECTS 6-INCHES AND IS STAMPED CHESTER 2 NO 3
 BL0665'1972.  IT IS 83 FEET SOUTH OF THE CENTER-LINE OF U.S. HWY. 287, 32
 BL0665'FEET WEST OF THE CENTER OF GRAVEL ROAD, 2.8 FEET WEST OF THE
 BL0665'FENCE-CORNER, AND 1 FOOT NORTH OF THE FENCE-LINE.
 BL0665'
 BL0665'NEAREST TOWN--CHESTER.
 BL0665
 BL0665                          STATION RECOVERY (1972)
 BL0665
 BL0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0665'2 MI W FROM CHESTER.
 BL0665'FROM THE INTERSECTION OF U.S. HWY. 287 AND FARM ROADS 1745 AND 2097 IN
 BL0665'CHESTER, GO WESTERLY ON U.S. HWY. 287 FOR 1.8 MILES TO A SIDE ROAD ON
 BL0665'THE LEFT AND MARK ON THE LEFT, WEST OF THE GRAVEL ROAD, SIGN ON THE
 BL0665'RIGHT READING BARNUM FIRE LOOKOUT TOWER.  A STANDARD REFERENCE MARK
 BL0665'DISK, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5-INCHES
 BL0665'AND IS STAMPED CHESTER 2 NO 3 1972.  IT IS 88 FEET SOUTH OF THE
 BL0665'CENTER-LINE OF U.S. HWY. 287, 32 FEET WEST OF THE CENTER OF GRAVEL
 BL0665'ROAD, 2.8 FEET WEST OF THE FENCE-CORNER AND 1 FOOT NORTH OF THE
 BL0665'FENCE-LINE.
 BL0665
 BL0665                          STATION RECOVERY (1989)
 BL0665
 BL0665'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BL0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0666 ***********************************************************************
 BL0666  DESIGNATION -  CHESTER 2 RM 4
 BL0666  PID         -  BL0666
 BL0666  STATE/COUNTY-  TX/TYLER
 BL0666  USGS QUAD   -  CAMDEN (1984)
 BL0666
 BL0666                         *CURRENT SURVEY CONTROL
 BL0666  ___________________________________________________________________
 BL0666* NAD 83(1986)-  30 55 45.     (N)    094 37 55.     (W)     SCALED    
 BL0666* NAVD 88     -       109.94   (+/-2cm)     360.7    (feet)  VERTCON   
 BL0666  ___________________________________________________________________
 BL0666  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL0666
 BL0666  VERT ORDER  -  THIRD (See Below)
 BL0666
 BL0666.The horizontal coordinates were scaled from a topographic map and have
 BL0666.an estimated accuracy of +/- 6 seconds.
 BL0666
 BL0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0666.The vertical order pertains to the NGVD 29 superseded value.
 BL0666
 BL0666.The geoid height was determined by GEOID03.
 BL0666
 BL0666;                    North         East    Units  Estimated Accuracy
 BL0666;SPC TX C     - 3,153,910.    1,244,610.      MT  (+/- 180 meters Scaled)
 BL0666
 BL0666                          SUPERSEDED SURVEY CONTROL
 BL0666
 BL0666  NGVD 29 (01/29/03)  109.95   (m)          360.7    (f) RESET       3  
 BL0666
 BL0666.Superseded values are not recommended for survey control.
 BL0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0666.See file dsdata.txt to determine how the superseded data were derived.
 BL0666
 BL0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ440228(NAD 83)
 BL0666_MARKER: DR = REFERENCE MARK DISK
 BL0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0666_STAMPING: CHESTER 2 NO 4 1972
 BL0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0666+STABILITY: SURFACE MOTION
 BL0666
 BL0666  HISTORY     - Date     Condition        Report By
 BL0666  HISTORY     - 1972     MONUMENTED       NGS
 BL0666  HISTORY     - 1990     GOOD             USPSQD
 BL0666
 BL0666                          STATION DESCRIPTION
 BL0666
 BL0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0666'2 MI W FROM CHESTER.
 BL0666'FROM THE INTERSECTION OF U.S. HWY. 287 AND FARM ROADS 1745 AND 2074 IN
 BL0666'CHESTER, GO WESTERLY ON U.S. HWY. 287 FOR 1.8 MILES TO A SIDE ROAD ON
 BL0666'THE LEFT AND MARK ON THE LEFT, WEST OF THE GRAVEL ROAD, SIGN ON THE
 BL0666'RIGHT READING BARNUM FIRE LOOKOUT TOWER.  A STANDARD REFERENCE MARK
 BL0666'DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT
 BL0666'5-INCHES AND IS STAMPED CHESTER 2 NO 4 1972.  IT IS 88 FEET SOUTH OF
 BL0666'THE CENTER-LINE OF U.S. HWY. 287, 52 FEET WEST OF THE FENCE CORNER AND
 BL0666'1 FOOT NORTH OF THE FENCE-LINE.
 BL0666
 BL0666                          STATION RECOVERY (1990)
 BL0666
 BL0666'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BL0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0660 ***********************************************************************
 BL0660  DESIGNATION -  CHESTER AZ MK
 BL0660  PID         -  BL0660
 BL0660  STATE/COUNTY-  TX/TYLER
 BL0660  USGS QUAD   -  CAMDEN (1984)
 BL0660
 BL0660                         *CURRENT SURVEY CONTROL
 BL0660  ___________________________________________________________________
 BL0660* NAD 83(1986)-  30 55 58.     (N)    094 38 27.     (W)     SCALED    
 BL0660* NAVD 88     -        96.33   (+/-2cm)     316.0    (feet)  VERTCON   
 BL0660  ___________________________________________________________________
 BL0660  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL0660
 BL0660  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0660
 BL0660.The horizontal coordinates were scaled from a topographic map and have
 BL0660.an estimated accuracy of +/- 6 seconds.
 BL0660
 BL0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0660.The vertical order pertains to the NGVD 29 superseded value.
 BL0660
 BL0660.The geoid height was determined by GEOID03.
 BL0660
 BL0660;                    North         East    Units  Estimated Accuracy
 BL0660;SPC TX C     - 3,154,270.    1,243,740.      MT  (+/- 180 meters Scaled)
 BL0660
 BL0660                          SUPERSEDED SURVEY CONTROL
 BL0660
 BL0660  NGVD 29 (??/??/92)   96.345  (m)          316.09   (f) ADJ UNCH    2 0
 BL0660
 BL0660.Superseded values are not recommended for survey control.
 BL0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0660.See file dsdata.txt to determine how the superseded data were derived.
 BL0660
 BL0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ432233(NAD 83)
 BL0660_MARKER: DZ = AZIMUTH MARK DISK
 BL0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0660_SP_SET: CULVERT
 BL0660_STAMPING: CHESTER 1949
 BL0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0660
 BL0660  HISTORY     - Date     Condition        Report By
 BL0660  HISTORY     - 1949     MONUMENTED       CGS
 BL0660
 BL0660                          STATION DESCRIPTION
 BL0660
 BL0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0660'2.1 MI SE FROM BARNUM.
 BL0660'2.1 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0660'AT BARNUM, 2.6 MILES NORTHWEST ALONG THE HIGHWAY FROM THE POST OFFICE
 BL0660'AT CHESTER, 350.5 FEET EAST OF THE POLK AND TYLER COUNTY LINE, SET IN
 BL0660'THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 54.0 FEET
 BL0660'EAST OF THE CENTER LINE OF A WOODS ROAD LEADING SOUTH, AT THE SUMMIT
 BL0660'OF A HILL, 14.3 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT
 BL0660'WEST OF THE EAST END OF THE HEADWALL, ABOUT 1.0 FOOT ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0661 ***********************************************************************
 BL0661  DESIGNATION -  CHESTER RM 1
 BL0661  PID         -  BL0661
 BL0661  STATE/COUNTY-  TX/TYLER
 BL0661  USGS QUAD   -  CAMDEN (1984)
 BL0661
 BL0661                         *CURRENT SURVEY CONTROL
 BL0661  ___________________________________________________________________
 BL0661* NAD 83(1986)-  30 55 49.     (N)    094 37 56.     (W)     SCALED    
 BL0661* NAVD 88     -       108.83   (+/-2cm)     357.1    (feet)  VERTCON   
 BL0661  ___________________________________________________________________
 BL0661  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL0661
 BL0661  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0661
 BL0661.The horizontal coordinates were scaled from a topographic map and have
 BL0661.an estimated accuracy of +/- 6 seconds.
 BL0661
 BL0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0661.The vertical order pertains to the NGVD 29 superseded value.
 BL0661
 BL0661.The geoid height was determined by GEOID03.
 BL0661
 BL0661;                    North         East    Units  Estimated Accuracy
 BL0661;SPC TX C     - 3,154,040.    1,244,570.      MT  (+/- 180 meters Scaled)
 BL0661
 BL0661                          SUPERSEDED SURVEY CONTROL
 BL0661
 BL0661  NGVD 29 (??/??/92)  108.847  (m)          357.11   (f) ADJ UNCH    2 0
 BL0661
 BL0661.Superseded values are not recommended for survey control.
 BL0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0661.See file dsdata.txt to determine how the superseded data were derived.
 BL0661
 BL0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ440230(NAD 83)
 BL0661_MARKER: DR = REFERENCE MARK DISK
 BL0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0661_STAMPING: CHESTER NO. 1 1949
 BL0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0661+STABILITY: SURFACE MOTION
 BL0661
 BL0661  HISTORY     - Date     Condition        Report By
 BL0661  HISTORY     - 1949     MONUMENTED       CGS
 BL0661  HISTORY     - 1972     GOOD             NGS
 BL0661
 BL0661                          STATION DESCRIPTION
 BL0661
 BL0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0661'2.1 MI NW FROM CHESTER.
 BL0661'2.1 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0661'AT CHESTER, AT THE SUMMIT OF A HILL, AT A Y-JUNCTION OF THE HIGHWAY
 BL0661'AND A DIRT ROAD LEADING SOUTHWEST, 114.4 FEET NORTH OF TRIANGULATION
 BL0661'STATION CHESTER, 45.9 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BL0661'54.0 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 BL0661'NORTHWEST TO A FARMHOUSE, SET IN THE TOP OF A CONCRETE POST AND LEVEL
 BL0661'WITH THE GROUND.
 BL0661
 BL0661                          STATION RECOVERY (1972)
 BL0661
 BL0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0662 ***********************************************************************
 BL0662  DESIGNATION -  CHESTER RM 2
 BL0662  PID         -  BL0662
 BL0662  STATE/COUNTY-  TX/TYLER
 BL0662  USGS QUAD   -  CAMDEN (1984)
 BL0662
 BL0662                         *CURRENT SURVEY CONTROL
 BL0662  ___________________________________________________________________
 BL0662* NAD 83(1986)-  30 55 46.     (N)    094 37 55.     (W)     SCALED    
 BL0662* NAVD 88     -       109.66   (+/-2cm)     359.8    (feet)  VERTCON   
 BL0662  ___________________________________________________________________
 BL0662  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL0662
 BL0662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0662
 BL0662.The horizontal coordinates were scaled from a topographic map and have
 BL0662.an estimated accuracy of +/- 6 seconds.
 BL0662
 BL0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0662.The vertical order pertains to the NGVD 29 superseded value.
 BL0662
 BL0662.The geoid height was determined by GEOID03.
 BL0662
 BL0662;                    North         East    Units  Estimated Accuracy
 BL0662;SPC TX C     - 3,153,940.    1,244,610.      MT  (+/- 180 meters Scaled)
 BL0662
 BL0662                          SUPERSEDED SURVEY CONTROL
 BL0662
 BL0662  NGVD 29 (??/??/92)  109.668  (m)          359.80   (f) ADJ UNCH    2 0
 BL0662
 BL0662.Superseded values are not recommended for survey control.
 BL0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0662.See file dsdata.txt to determine how the superseded data were derived.
 BL0662
 BL0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ440229(NAD 83)
 BL0662_MARKER: DR = REFERENCE MARK DISK
 BL0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0662_STAMPING: CHESTER NO. 2 1949
 BL0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0662+STABILITY: SURFACE MOTION
 BL0662
 BL0662  HISTORY     - Date     Condition        Report By
 BL0662  HISTORY     - 1949     MONUMENTED       CGS
 BL0662  HISTORY     - 1972     GOOD             NGS
 BL0662
 BL0662                          STATION DESCRIPTION
 BL0662
 BL0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0662'2.1 MI NW FROM CHESTER.
 BL0662'2.1 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0662'AT CHESTER, AT THE SUMMIT OF A HILL, AT A Y-JUNCTION OF THE HIGHWAY
 BL0662'AND A DIRT ROAD LEADING SOUTHWEST, 96.0 FEET EAST OF TRIANGULATION
 BL0662'STATION CHESTER, 51.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 BL0662'37.0 FEET SOUTHEAST OF THE CENTER LINE OF THE SIDE ROAD, 56.4 FEET
 BL0662'NORTHWEST OF THE NORTHWEST CORNER FENCE POST OF A FARMHOUSE YARD, 4.2
 BL0662'FEET SOUTHWEST OF A 14-INCH PINE TREE, SET IN THE TOP OF A CONCRETE
 BL0662'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BL0662
 BL0662                          STATION RECOVERY (1972)
 BL0662
 BL0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2065 ***********************************************************************
 FL2065  DESIGNATION -  CHICK
 FL2065  PID         -  FL2065
 FL2065  STATE/COUNTY-  TX/ROBERTS
 FL2065  USGS QUAD   -  DRY CREEK NORTH (1971)
 FL2065
 FL2065                         *CURRENT SURVEY CONTROL
 FL2065  ___________________________________________________________________
 FL2065* NAD 83(1993)-  35 53 14.83841(N)    100 54 03.66861(W)     ADJUSTED  
 FL2065* NAVD 88     -       876.     (meters)    2874.     (feet)  SCALED    
 FL2065  ___________________________________________________________________
 FL2065  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 FL2065  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FL2065
 FL2065  HORZ ORDER  -  FIRST
 FL2065
 FL2065.The horizontal coordinates were established by classical geodetic methods
 FL2065.and adjusted by the National Geodetic Survey in February 1996..
 FL2065
 FL2065.The orthometric height was scaled from a topographic map.
 FL2065
 FL2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2065
 FL2065.The geoid height was determined by GEOID03.
 FL2065
 FL2065;                    North         East     Units Scale Factor Converg.
 FL2065;SPC TX N     - 1,209,555.133   254,079.622   MT  0.99994437   +0 20 49.7
 FL2065;SPC TX N     - 3,968,348.80    833,592.89   sFT  0.99994437   +0 20 49.7
 FL2065;UTM  14      - 3,973,134.690   328,412.627   MT  0.99996280   -1 06 52.7
 FL2065
 FL2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2065!SPC TX N     -   0.99986676  x   0.99994437  =   0.99981114
 FL2065!UTM  14      -   0.99986676  x   0.99996280  =   0.99982957
 FL2065
 FL2065:                Primary Azimuth Mark                     Grid Az
 FL2065:SPC TX N     -  CHICK AZ MK                              097 53 20.2
 FL2065:UTM  14      -  CHICK AZ MK                              099 21 02.6
 FL2065
 FL2065|---------------------------------------------------------------------|
 FL2065| PID    Reference Object                     Distance      Geod. Az  |
 FL2065|                                                           dddmmss.s |
 FL2065| CK8326 CHICK AZ MK                                        0981409.9 |
 FL2065| CK8327 CHICK RM 1                           15.566 METERS 18041     |
 FL2065| CK8328 CHICK RM 2                           15.910 METERS 31353     |
 FL2065|---------------------------------------------------------------------|
 FL2065
 FL2065                          SUPERSEDED SURVEY CONTROL
 FL2065
 FL2065  NAD 83(1993)-  35 53 14.83912(N)    100 54 03.66820(W) AD(       ) 1
 FL2065  NAD 83(1986)-  35 53 14.84487(N)    100 54 03.65673(W) AD(       ) 1
 FL2065  NAD 27      -  35 53 14.70000(N)    100 54 02.12400(W) AD(       ) 1
 FL2065
 FL2065.Superseded values are not recommended for survey control.
 FL2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2065.See file dsdata.txt to determine how the superseded data were derived.
 FL2065
 FL2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2841373135(NAD 83)
 FL2065_MARKER: DS = TRIANGULATION STATION DISK
 FL2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2065
 FL2065  HISTORY     - Date     Condition        Report By
 FL2065  HISTORY     - 1951     MONUMENTED       CGS
 FL2065
 FL2065                          STATION DESCRIPTION
 FL2065
 FL2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2065'THE STATION IS APPROXIMATELY 30 MILES AIR LINE EAST OF STINNETT.
 FL2065'26 MILES NORTH OF PAMPA.  3-3/4 MILES SOUTH OF THE CANADIAN
 FL2065'RIVER AND 0.25 MILE WEST OF A GRADED DIRT ROAD.
 FL2065'
 FL2065'TO REACH THE STATION FROM THE INTERSECTION OF KENTUCKY AND
 FL2065'HOBART STREETS AT THE NORTHWEST CORNER OF THE HIGHLAND GENERAL
 FL2065'HOSPITAL IN PAMPA, GO NORTHERLY ON HOBART STREET, WHICH IS
 FL2065'ALSO STATE HIGHWAY 70, FOR 17.4 MILES TO A CATTLE GUARD ON
 FL2065'THE LEFT AT THE MAIN ENTRANCE TO THE WILEY REYNOLDS RANCH.
 FL2065'CONTINUE NORTHERLY ON THE HIGHWAY FOR 3.0 MILES TO A T-ROAD
 FL2065'LEFT.  TURN LEFT THROUGH CATTLE GUARD AND FOLLOW THE GRADED
 FL2065'DIRT ROAD WHICH WINDS AROUND, BUT GOES IN A GENERAL
 FL2065'NORTHWESTERLY DIRECTION, FOR 0.6 MILE TO A CATTLE GUARD.  CROSS
 FL2065'THE CATTLE GUARD AND CONTINUE 0.5 MILE TO A CATTLE GUARD.
 FL2065'CROSS THE CATTLE GUARD AND CONTINUE ON THE GRADED DIRT
 FL2065'ROAD FOR 0.6 MILE TO A CATTLE GUARD AND CONTINUE 2.0
 FL2065'MILES TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE GRADED
 FL2065'ROAD.  TURN LEFT, WEST, AND GO ACROSS COUNTRY FOR 0.25
 FL2065'MILE TO THE HIGHEST POINT OF A SANDY RIDGE AND THE
 FL2065'STATION.
 FL2065'
 FL2065'THE STATION MARK, STAMPED CHICK 1951, IS A BRONZE DISK SET
 FL2065'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 5 FEET
 FL2065'SOUTHWEST OF A WHITE WITNESS POST.
 FL2065'
 FL2065'REFERENCE MARK NO. 1, STAMPED CHICK NO 1 1951, IS A BRONZE
 FL2065'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND
 FL2065'IS 3 FEET LOWER THAN THE STATION.
 FL2065'
 FL2065'REFERENCE MARK NO. 2, STAMPED CHICK NO 2 1951, IS A BRONZE DISK
 FL2065'SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND IS
 FL2065'5 FEET LOWER THAN THE STATION.
 FL2065'
 FL2065'THE AZIMUTH MARK, STAMPED CHICK 1951, IS A BRONZE DISK SET IN A
 FL2065'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 30 FEET
 FL2065'WEST OF THE CENTER OF A DIRT ROAD AND 4 FEET WEST OF A WHITE
 FL2065'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1766 ***********************************************************************
 FL1766  DESIGNATION -  CHICKEN
 FL1766  PID         -  FL1766
 FL1766  STATE/COUNTY-  TX/POTTER
 FL1766  USGS QUAD   -  BERRY SAND DRAW (1953)
 FL1766
 FL1766                         *CURRENT SURVEY CONTROL
 FL1766  ___________________________________________________________________
 FL1766* NAD 83(1993)-  35 26 57.25246(N)    101 41 25.82236(W)     ADJUSTED  
 FL1766* NAVD 88     -      1060.     (meters)    3478.     (feet)  SCALED    
 FL1766  ___________________________________________________________________
 FL1766  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FL1766  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL1766
 FL1766  HORZ ORDER  -  SECOND
 FL1766
 FL1766.The horizontal coordinates were established by classical geodetic methods
 FL1766.and adjusted by the National Geodetic Survey in February 1996..
 FL1766
 FL1766.The orthometric height was scaled from a topographic map.
 FL1766
 FL1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1766
 FL1766.The geoid height was determined by GEOID03.
 FL1766
 FL1766;                    North         East     Units Scale Factor Converg.
 FL1766;SPC TX N     - 1,160,790.145   182,706.169   MT  0.99991102   -0 06 37.5
 FL1766;SPC TX N     - 3,808,359.00    599,428.49   sFT  0.99991102   -0 06 37.5
 FL1766;UTM  14      - 3,926,190.292   255,806.614   MT  1.00033491   -1 33 40.4
 FL1766
 FL1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1766!SPC TX N     -   0.99983773  x   0.99991102  =   0.99974877
 FL1766!UTM  14      -   0.99983773  x   1.00033491  =   1.00017259
 FL1766
 FL1766:                Primary Azimuth Mark                     Grid Az
 FL1766:SPC TX N     -  RADIO STATION KGNC CENTER MAST           105 08 08.9
 FL1766:UTM  14      -  RADIO STATION KGNC CENTER MAST           106 35 11.8
 FL1766
 FL1766|---------------------------------------------------------------------|
 FL1766| PID    Reference Object                     Distance      Geod. Az  |
 FL1766|                                                           dddmmss.s |
 FL1766| FL1753 RADIO STATION KGNC CENTER MAST      APPROX.12.5 KM 1050131.4 |
 FL1766| CJ6880 CHICKEN AZ MK                                      1340232.4 |
 FL1766| CJ6881 CHICKEN RM 1                         14.545 METERS 19352     |
 FL1766| CJ6882 CHICKEN RM 2                         13.890 METERS 26925     |
 FL1766|---------------------------------------------------------------------|
 FL1766
 FL1766                          SUPERSEDED SURVEY CONTROL
 FL1766
 FL1766  NAD 83(1993)-  35 26 57.25621(N)    101 41 25.81678(W) AD(       ) 2
 FL1766  NAD 83(1986)-  35 26 57.25983(N)    101 41 25.81285(W) AD(       ) 2
 FL1766  NAD 27      -  35 26 57.08900(N)    101 41 24.17300(W) AD(       ) 2
 FL1766
 FL1766.Superseded values are not recommended for survey control.
 FL1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1766.See file dsdata.txt to determine how the superseded data were derived.
 FL1766
 FL1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5580726190(NAD 83)
 FL1766_MARKER: DS = TRIANGULATION STATION DISK
 FL1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1766+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 FL1766
 FL1766  HISTORY     - Date     Condition        Report By
 FL1766  HISTORY     - 1951     MONUMENTED       CGS
 FL1766  HISTORY     - 1952     GOOD             USGS
 FL1766  HISTORY     - 20040406 GOOD             INDIV
 FL1766
 FL1766                          STATION DESCRIPTION
 FL1766
 FL1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1766'THE STATION IS LOCATED ON A SMALL BARREN HILL ON THE PROPERTY
 FL1766'OF THE BIVINS ESTATE.  IT IS ABOUT 14 MILES AIRLINE SOUTH-SOUTHWEST
 FL1766'OF FRITCH AND ABOUT 5-1/2 MILES AIRLINE NORTHWEST OF THE
 FL1766'MASTERSON RAILROAD STATION BETWEEN CHICKEN CREEK AND COETAS
 FL1766'CREEK.
 FL1766'
 FL1766'THE STATION IS A STANDARD DISK STAMPED CHICKEN 1951 SET IN
 FL1766'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 FL1766'2 INCHES ABOVE THE GROUND.  IT IS 7.5 FEET NORTHWEST OF A WHITE
 FL1766'WITNESS POST AND 25 FEET WEST OF THE CENTER LINE OF A TRACK
 FL1766'ROAD.
 FL1766'
 FL1766'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHICKEN
 FL1766'NO 1 1951 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FL1766'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT
 FL1766'THE SAME ELEVATION AS THE STATION.  IT IS 30 FEET WEST OF THE
 FL1766'CENTER LINE OF THE TRACK ROAD.
 FL1766'
 FL1766'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHICKEN
 FL1766'NO 2 1951 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FL1766'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 FL1766'THE SAME ELEVATION AS THE STATION.  IT IS 70 FEET WEST OF THE
 FL1766'CENTER LINE OF A TRACK ROAD.
 FL1766'
 FL1766'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHICKEN 1951 SET
 FL1766'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1766'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTHWEST OF
 FL1766'A WHITE WITNESS POST AND ABOUT 150 FEET SOUTHWEST OF THE CENTER
 FL1766'LINE OF A TRACK ROAD.
 FL1766'
 FL1766'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60
 FL1766'AND 66 IN AMARILLO, GO EAST ON U.S. HIGHWAYS 60 AND 66 FOR
 FL1766'2.7 MILES TO THE JUNCTION WITH STATE HIGHWAY 136.  TURN LEFT,
 FL1766'NORTH, AND FOLLOW STATE HIGHWAY 136 FOR 16.9 MILES TO A DIRT
 FL1766'SIDE ROAD ON THE RIGHT LEADING TO THE MASTERSON RAILROAD
 FL1766'STATION.  CONTINUE NORTH ON STATE HIGHWAY 136 FOR 0.85 MILE
 FL1766'TO A SIDE ROAD, LEFT, AND A BOARD GATE.  (OBTAIN KEY FOR THE
 FL1766'LOCKED GATE FROM MR. LEWIS WILLIAMS WHO LIVES ON THE WEST
 FL1766'SIDE OF THE RAILROAD TRACKS ABOUT 1/2 MILE NORTH OF THE
 FL1766'MASTERSON RAILROAD STATION.) TURN LEFT ON THE TRACK ROAD,
 FL1766'PASS THROUGH THE GATE, AND FOLLOW WESTERLY FOR 0.95 MILE TO
 FL1766'A FORK, TAKE THE RIGHT FORK AND FOLLOW THE TRACK ROAD FOR
 FL1766'0.65 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 FL1766'WESTERLY FOR 0.3 MILE TO A DIM CROSSROAD.  FOLLOW
 FL1766'STRAIGHT AHEAD FOR 0.55 MILE TO A WIRE GATE, WHICH IS JUST
 FL1766'EAST OF A TELEPHONE LINE.  PASS THROUGH THE GATE FOR 0.1
 FL1766'MILE TO A WIRE GATE.  PASS THROUGH THE SECOND GATE AND TURN
 FL1766'LEFT ON THE DIM TRACK ROAD IN A WESTERLY DIRECTION FOR 1.2
 FL1766'MILES TO A FORK.  CONTINUE STRAIGHT AHEAD ON THE RIGHT
 FL1766'FORK FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 FL1766'
 FL1766'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND THEN
 FL1766'SOUTHEAST ON THE TRACK ROAD FOR 0.5 MILE TO A SMALL KNOLL
 FL1766'ON THE RIGHT, SOUTHWEST, SIDE OF THE ROAD, AND THE AZIMUTH MARK.
 FL1766'
 FL1766'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1766
 FL1766                          STATION RECOVERY (1952)
 FL1766
 FL1766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FL1766'RECOVERED IN GOOD CONDITION.
 FL1766
 FL1766                          STATION RECOVERY (2004)
 FL1766
 FL1766'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JR)
 FL1766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1371 ***********************************************************************
 DN1371  DESIGNATION -  CHICO
 DN1371  PID         -  DN1371
 DN1371  STATE/COUNTY-  TX/WISE
 DN1371  USGS QUAD   -  CHICO (1978)
 DN1371
 DN1371                         *CURRENT SURVEY CONTROL
 DN1371  ___________________________________________________________________
 DN1371* NAD 83(1993)-  33 18 34.05023(N)    097 45 56.59612(W)     ADJUSTED  
 DN1371* NAVD 88     -       298.5    (meters)     979.     (feet)  VERTCON   
 DN1371  ___________________________________________________________________
 DN1371  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DN1371  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DN1371
 DN1371  HORZ ORDER  -  FIRST
 DN1371
 DN1371.The horizontal coordinates were established by classical geodetic methods
 DN1371.and adjusted by the National Geodetic Survey in February 1996..
 DN1371
 DN1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1371
 DN1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1371
 DN1371.The geoid height was determined by GEOID03.
 DN1371
 DN1371;                    North         East     Units Scale Factor Converg.
 DN1371;SPC TXNC     - 2,182,408.738   668,371.590   MT  0.99988271   +0 24 01.7
 DN1371;SPC TXNC     - 7,160,119.33  2,192,815.79   sFT  0.99988271   +0 24 01.7
 DN1371;UTM  14      - 3,686,274.093   614,900.551   MT  0.99976277   +0 40 40.4
 DN1371
 DN1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1371!SPC TXNC     -   0.99995744  x   0.99988271  =   0.99984015
 DN1371!UTM  14      -   0.99995744  x   0.99976277  =   0.99972022
 DN1371
 DN1371|---------------------------------------------------------------------|
 DN1371| PID    Reference Object                     Distance      Geod. Az  |
 DN1371|                                                           dddmmss.s |
 DN1371| CX9208 CHICO RM 1                           69.077 METERS 00619     |
 DN1371| DN1352 ALVORD MUNICIPAL TANK               APPROX. 9.0 KM 0485935.9 |
 DN1371| CX9207 CHICO AZ MK                                        0783338.8 |
 DN1371| DN1358 DECATUR WAGGONER ESTATE CUPOLA      APPROX.19.4 KM 1152029.0 |
 DN1371| DN1359 DECATUR MUNICIPAL TANK              APPROX.18.5 KM 1162540.7 |
 DN1371| DN1355 DECATUR WISE CO CTHSE CUPOLA        APPROX.18.6 KM 1162945.5 |
 DN1371| DN1356 DECATUR BAP JUNIOR COLL CUPOLA      APPROX.19.2 KM 1195134.8 |
 DN1371| DN1366 BRIDGEPORT MUNICIPAL TANK           APPROX.10.7 KM 1722903.4 |
 DN1371| DN1372 CHICO MUNICIPAL TANK                APPROX. 2.6 KM 2434804.1 |
 DN1371| CX9209 CHICO RM 2                           62.121 METERS 28549     |
 DN1371|---------------------------------------------------------------------|
 DN1371
 DN1371                          SUPERSEDED SURVEY CONTROL
 DN1371
 DN1371  NAD 83(1993)-  33 18 34.05152(N)    097 45 56.58949(W) AD(       ) 1
 DN1371  NAD 83(1986)-  33 18 34.05447(N)    097 45 56.58192(W) AD(       ) 1
 DN1371  NAD 27      -  33 18 33.64600(N)    097 45 55.45900(W) AD(       ) 1
 DN1371  NGVD 29 (07/26/91)  298.4    (m)          979.     (f) VERT ANG       
 DN1371
 DN1371.Superseded values are not recommended for survey control.
 DN1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1371.See file dsdata.txt to determine how the superseded data were derived.
 DN1371
 DN1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1490186274(NAD 83)
 DN1371_MARKER: DS = TRIANGULATION STATION DISK
 DN1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1371
 DN1371  HISTORY     - Date     Condition        Report By
 DN1371  HISTORY     - 1935     MONUMENTED       CGS
 DN1371  HISTORY     - 1937     GOOD             CGS
 DN1371  HISTORY     - 1940     GOOD             TXGS
 DN1371  HISTORY     - 1949     GOOD             LOCSUR
 DN1371  HISTORY     - 1950     GOOD             CGS
 DN1371  HISTORY     - 1956     GOOD             CGS
 DN1371  HISTORY     - 1959     GOOD             USGS
 DN1371
 DN1371                          STATION DESCRIPTION
 DN1371
 DN1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1371'STATION IS ABOUT 6 MILES SW OF ALVORD, ABOUT 7 MILES N OF
 DN1371'BRIDGEPORT, ABOUT 2-1/2 MILES NE OF CHICO ON LAND IN CHARGE
 DN1371'OF W.J. BRUNSON WHO LIVES ABOUT 1-1/2 MILES S.  IT IS ON
 DN1371'THE HIGH POINT OF A KNOLL, NEAR A SMALL CLUSTER OF OAK TREES,
 DN1371'NEAR THE NW CORNER OF FIELD.  IT IS 196 FEET E OF FENCE LINE, 227
 DN1371'FEET S OF FENCE LINE, ABOUT 75 YARDS NE OF WATER HOLE, 41
 DN1371'FEET E OF 10-INCH OAK TREE, 59 FEET N OF A 14-INCH OAK TREE,
 DN1371'61 FEET WNW OF A 14-INCH OAK TREE, 53 FEET WSW OF A 14-INCH
 DN1371'OAK TREE.  MARK IS FLUSH.
 DN1371'
 DN1371'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 DN1371'STANDARD BRONZE DISKS SET IN CONCRETE.
 DN1371'
 DN1371'REFERENCE MARK NO. 1 IS N OF THE STATION, 6 INCHES S OF FENCE
 DN1371'LINE, 217 FEET E OF NW FENCE CORNER OF FIELD, AND PROJECTS
 DN1371'2 INCHES.
 DN1371'
 DN1371'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 1 FOOT E OF FENCE
 DN1371'LINE, 173 FEET S OF NW FENCE CORNER OF FIELD, AND PROJECTS
 DN1371'2 INCHES.
 DN1371'
 DN1371'AZIMUTH MARK IS ENE OF THE STATION, ON E SIDE OF A FIELD, 1 FOOT
 DN1371'E OF FENCE LINE, 16 FEET W OF CENTER LINE OF ROAD, ABOUT 56
 DN1371'YARDS S OF FARM LANE AND GATE AND PROJECTS 3 INCHES.
 DN1371'
 DN1371'REACHED FROM CHICO, NE CORNER OF THE SQUARE, N 0.1 MILE TO
 DN1371'CHURCH.  THENCE E 0.35 MILE.  THENCE N 0.6 MILE.  THENCE E
 DN1371'0.75 MILE.  THENCE N 0.6 MILE.  THENCE E 0.9 MILE.  THENCE S 0.3
 DN1371'MILE TO HOUSE, PASS THROUGH CORRALS AND CONTINUE S 0.1 MILE
 DN1371'TO FIELD.  THENCE SW ABOUT 250 YARDS TO HIGH POINT OF KNOLL
 DN1371'AND STATION.
 DN1371'
 DN1371'ALL LIGHTS CAME INTO VIEW AT 16 FEET.
 DN1371
 DN1371                          STATION RECOVERY (1937)
 DN1371
 DN1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 DN1371'STATION IS ON A PROMINENT LOW PASTURE HILL HAVING SCATTERED
 DN1371'OAK TREES, THE HIGHEST POINT IN THE VICINITY AND LYING ABOUT
 DN1371'7.0 MILES N OF BRIDGEPORT AND ABOUT 2-1/2 MILES NE OF CHICO
 DN1371'ON LAND IN THE CHARGE OF W.J. BRUNSON.  IT IS 196 DEG E OF A
 DN1371'FENCE LINE AND 227 DEG S OF A FENCE LINE.
 DN1371'
 DN1371'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.
 DN1371'
 DN1371'TO REACH FROM CHICO, GO N FROM THE NE CORNER OF THE SQUARE
 DN1371'FOR 0.1 MILE.  TURN RIGHT AT THE METHODIST CHURCH AND THEN
 DN1371'FOLLOW THE MAIN-GRADED ROAD AS FOLLOWS--GO E 0.3 MILE.  THEN
 DN1371'LEFT OR N FOR 0.5 MILE.  THEN RIGHT OR E FOR 0.7 MILE.  THEN
 DN1371'LEFT OR N FOR 0.6 MILE.  THEN RIGHT OR E FOR 0.8 MILE TO A LARGE
 DN1371'HOUSE AT THE RIGHT OR S.  TURN IN HERE GO S TO THE HOUSE.
 DN1371'THE STATION IS ABOUT 1/2 MILE SW OF THE HOUSE.  PASS THRU THE
 DN1371'CORRALS AND THEN GO THRU THE TIMBERED AND BRUSHY PASTURE
 DN1371'ABOUT 0.3 MILE TO THE FENCE LINE ON THE S SIDE OF THE PASTURE
 DN1371'WHICH IS ABOUT 70 YARDS N OF THE STATION.
 DN1371
 DN1371                          STATION RECOVERY (1940)
 DN1371
 DN1371'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DN1371'RECOVERED AS DESCRIBED.
 DN1371
 DN1371                          STATION RECOVERY (1949)
 DN1371
 DN1371'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949 (IHW)
 DN1371'RECOVERED BY CITIES SERVICE OIL CO.
 DN1371'
 DN1371'RECOVERED AS ORIGINALLY DESCRIBED.
 DN1371
 DN1371                          STATION RECOVERY (1950)
 DN1371
 DN1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DN1371'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DN1371'DESCRIBED.  THE PROPERTY IS NOW OWNED BY BEN BOOTH.
 DN1371
 DN1371                          STATION RECOVERY (1956)
 DN1371
 DN1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1371'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 DN1371'CONDITION.
 DN1371'
 DN1371'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DN1371'
 DN1371'THE STATION IS LOCATED ON THE TOP OF A ROUNDING HILL ABOUT 7
 DN1371'MILES NORTH OF BRIDGEPORT, 6 MILES SOUTHWEST OF ALVORD AND
 DN1371'2-1/2 MILES NORTHEAST OF CHICO ON PROPERTY OWNED BY MR. BEN
 DN1371'BOOTH.  IT IS 225 FEET SOUTH OF A FENCE AND 217 FEET EAST
 DN1371'OF A FENCE, IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 DN1371'THE DISK IS STAMPED CHICO 1935.
 DN1371'
 DN1371'A DISCREPANCY WAS FOUND IN THE MEASUREMENTS OF REFERENCE MARKS
 DN1371'NO. 1 AND NO. 2 AS SHOWN.
 DN1371'
 DN1371'REFERENCE MARK NO. 1 IS 217 FEET EAST OF A FENCE CORNER,
 DN1371'1 FOOT NORTH OF A FENCE AND IS ABOUT 6 FEET BELOW THE ELEVATION
 DN1371'OF THE STATION.  IT PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE
 DN1371'OF THE GROUND AND THE DISK IS STAMPED CHICO NO 1 1935.
 DN1371'
 DN1371'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF THE CENTER OF A WIRE
 DN1371'GATE, 1 FOOT EAST OF A FENCE AND IS ABOUT 4 FEET BELOW THE
 DN1371'ELEVATION OF THE STATION.  IT PROJECTS 1 INCH ABOVE THE SURFACE
 DN1371'OF THE GROUND AND THE DISK IS STAMPED CHICO NO 2 1935.
 DN1371'
 DN1371'THE AZIMUTH MARK IS IN A PLOWED FIELD, 74 FEET NORTH-NORTHWEST
 DN1371'OF A T FENCE CORNER, 20 FEET WEST OF THE CENTER OF A TRACK
 DN1371'ROAD AND 15.6 FEET WEST OF A FENCE.  IT IS SET FLUSH WITH THE
 DN1371'SURFACE OF THE GROUND AND THE DISK IS STAMPED CHICO 1935.
 DN1371'
 DN1371'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE,
 DN1371'JUST EAST OF THE POST OFFICE IN CHICO, GO NORTH FOR 0.1 MILE TO
 DN1371'A CROSS-STREET, TURN RIGHT AND GO EAST ON A GRAVELED STREET FOR
 DN1371'0.35 MILE TO A CROSSROAD.  HERE TURN LEFT AND GO NORTH ON AN
 DN1371'OILED ROAD FOR 0.6 MILE TO WHERE THE OILED ROAD BEARS RIGHT
 DN1371'AND A GRAVELED ROAD CONTINUES NORTH, TURN RIGHT AND GO EAST
 DN1371'ON AN OILED ROAD FOR 0.75 MILE, TURN LEFT AND GO NORTH FOR 0.6
 DN1371'MILE TO WHERE THE OILED ROAD BEARS RIGHT AND A GRAVELED ROAD
 DN1371'CONTINUES NORTH, HERE TURN RIGHT AND GO EAST ON THE OILED
 DN1371'ROAD FOR 0.5 MILE TO A FARM HOUSE ON THE RIGHT, TURN RIGHT AND
 DN1371'GO SOUTH PAST THE WEST EDGE OF THE FARM HOUSE AND BEAR LEFT AND
 DN1371'FOLLOW A TRACK ROAD SOUTH AND EAST FOR ABOUT 0.25 MILE TO A
 DN1371'WIRE GATE IN A T FENCE CORNER, PASS THROUGH THIS GATE
 DN1371'AND CONTINUE EASTERLY FOR ABOUT 70 YARDS TO THE TOP OF THE
 DN1371'HILL AND THE STATION AS DESCRIBED.
 DN1371'
 DN1371'TO REACH THE AZIMUTH FROM THE ENTRANCE INTO THE FARM DRIVE,
 DN1371'CONTINUE EAST ON THE OILED ROAD FOR 0.65 MILE TO A WIRE GATE
 DN1371'AND FARM LANE ON THE RIGHT, TURN RIGHT AND FOLLOW THIS FARM LANE
 DN1371'SOUTH FOR 0.25 MILE TO A POINT JUST BEFORE REACHING A BOARD
 DN1371'GATE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DN1371
 DN1371                          STATION RECOVERY (1959)
 DN1371
 DN1371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DN1371'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-3, STATION 1001.
 DN1371'
 DN1371'RECOVERED BY NGS IN 1956.
 DN1371'
 DN1371'RECOVERED BY USGS IN 1959.
 DN1371'
 DN1371'STATION MARK--USC AND GS STANDARD BRONZE DISK IN A CONCRETE POST
 DN1371'FLUSH WITH THE GROUND, STAMPED---CHICO 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0925 ***********************************************************************
 CD0925  DESIGNATION -  CHICO
 CD0925  PID         -  CD0925
 CD0925  STATE/COUNTY-  TX/CULBERSON
 CD0925  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0925
 CD0925                         *CURRENT SURVEY CONTROL
 CD0925  ___________________________________________________________________
 CD0925* NAD 83(1993)-  31 45 09.94927(N)    104 29 14.15505(W)     ADJUSTED  
 CD0925* NAVD 88     -      1284.     (meters)    4213.     (feet)  SCALED    
 CD0925  ___________________________________________________________________
 CD0925  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 CD0925  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CD0925
 CD0925  HORZ ORDER  -  THIRD
 CD0925
 CD0925.The horizontal coordinates were established by classical geodetic methods
 CD0925.and adjusted by the National Geodetic Survey in February 1996..
 CD0925
 CD0925.The orthometric height was scaled from a topographic map.
 CD0925
 CD0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0925
 CD0925.The geoid height was determined by GEOID03.
 CD0925
 CD0925;                    North         East     Units Scale Factor Converg.
 CD0925;SPC TX C     - 3,238,609.648   306,536.545   MT  0.99996753   -2 08 22.3
 CD0925;SPC TX C     -10,625,338.49  1,005,695.31   sFT  0.99996753   -2 08 22.3
 CD0925;UTM  13      - 3,513,146.294   548,560.330   MT  0.99962908   +0 16 11.4
 CD0925
 CD0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0925!SPC TX C     -   0.99980228  x   0.99996753  =   0.99976981
 CD0925!UTM  13      -   0.99980228  x   0.99962908  =   0.99943143
 CD0925
 CD0925:                Primary Azimuth Mark                     Grid Az
 CD0925:SPC TX C     -  TANK                                     191 04 01.4
 CD0925:UTM  13      -  TANK                                     188 39 27.7
 CD0925
 CD0925|---------------------------------------------------------------------|
 CD0925| PID    Reference Object                     Distance      Geod. Az  |
 CD0925|                                                           dddmmss.s |
 CD0925| CD0975 TANK                                APPROX. 9.0 KM 1885539.1 |
 CD0925|---------------------------------------------------------------------|
 CD0925
 CD0925                          SUPERSEDED SURVEY CONTROL
 CD0925
 CD0925  NAD 83(1993)-  31 45 09.95033(N)    104 29 14.15314(W) AD(       ) 3
 CD0925  NAD 83(1986)-  31 45 09.95020(N)    104 29 14.15296(W) AD(       ) 3
 CD0925  NAD 27      -  31 45 09.51304(N)    104 29 12.37723(W) AD(       ) 3
 CD0925
 CD0925.Superseded values are not recommended for survey control.
 CD0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0925.See file dsdata.txt to determine how the superseded data were derived.
 CD0925
 CD0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER4856013146(NAD 83)
 CD0925
 CD0925  HISTORY     - Date     Condition        Report By
 CD0925  HISTORY     - UNK      MONUMENTED
 CD0925  HISTORY     - 1946     GOOD             USGS
 CD0925
 CD0925                          STATION DESCRIPTION
 CD0925
 CD0925'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (WFC)
 CD0925'ON POINT OF MESA ABOUT 50 FT. E. OF BREAK INTO CHICO CREEK /DRY/
 CD0925'WHICH FLOWS N. BY STATION ABOUT 0.25 MI., TO W. ABOUT 1 MI. NW. OF
 CD0925'OLD 7 L RANCH.
 CD0925'
 CD0925'TO REACH STATION LEAVE PASOTEX PIPE LINE ROAD AT A POINT 4.9 MI. E.
 CD0925'OF GUADULUPE PUMP STATION, AT A CROSSING, OF COUNTY ROAD WHICH LEADS
 CD0925'N. TO 9 K RANCH AND S. TO K. C. RANCH.  TURN S. ON COUNTY ROAD 7 MI.
 CD0925'TO A POINT WHERE ROAD CROSSES W. FORK OF CHICO CREEK, STATION IS DUE
 CD0925'EAST.
 CD0925'
 CD0925'STATION MARK--STANDARD TABLET CEMENTED IN SOLID ROCK, STAMPED
 CD0925'---R 1932---.
 CD0925'
 CD0925'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN ROCK IN
 CD0925'PLACE FLUSH WITH GROUND, 43.0 FT. FROM STATION, N 40 DEG 24 MIN W.
 CD0925'
 CD0925'REFERENCE MARK NO.2--STANDARD REFERENCE TABLET CEMENTED IN ROCK IN
 CD0925'PLACE FLUSH WITH GROUND 32.10 FT. FROM STATION, N 59 DEG 40 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1372 ***********************************************************************
 DN1372  DESIGNATION -  CHICO MUNICIPAL TANK
 DN1372  PID         -  DN1372
 DN1372  STATE/COUNTY-  TX/WISE
 DN1372  USGS QUAD   -  CHICO (1978)
 DN1372
 DN1372                         *CURRENT SURVEY CONTROL
 DN1372  ___________________________________________________________________
 DN1372* NAD 83(1993)-  33 17 57.19262(N)    097 47 25.77779(W)     ADJUSTED  
 DN1372* NAVD 88     -                                                        
 DN1372  ___________________________________________________________________
 DN1372  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DN1372  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DN1372
 DN1372  HORZ ORDER  -  THIRD
 DN1372
 DN1372.The horizontal coordinates were established by classical geodetic methods
 DN1372.and adjusted by the National Geodetic Survey in February 1996..
 DN1372
 DN1372
 DN1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1372
 DN1372.The geoid height was determined by GEOID03.
 DN1372
 DN1372;                    North         East     Units Scale Factor Converg.
 DN1372;SPC TXNC     - 2,181,257.527   666,072.612   MT  0.99988192   +0 23 13.1
 DN1372;SPC TXNC     - 7,156,342.40  2,185,273.23   sFT  0.99988192   +0 23 13.1
 DN1372;UTM  14      - 3,685,111.912   612,607.453   MT  0.99975634   +0 39 50.8
 DN1372
 DN1372                          SUPERSEDED SURVEY CONTROL
 DN1372
 DN1372  NAD 83(1993)-  33 17 57.19355(N)    097 47 25.77173(W) AD(       ) 4
 DN1372  NAD 83(1986)-  33 17 57.19645(N)    097 47 25.76355(W) AD(       ) 4
 DN1372  NAD 27      -  33 17 56.78700(N)    097 47 24.63800(W) AD(       ) 3
 DN1372
 DN1372.Superseded values are not recommended for survey control.
 DN1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1372.See file dsdata.txt to determine how the superseded data were derived.
 DN1372
 DN1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1260785112(NAD 83)
 DN1372_MARKER: 53 = ELEVATED TANK
 DN1372
 DN1372  HISTORY     - Date     Condition        Report By
 DN1372  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1372  HISTORY     - 1960     GOOD             CGS
 DN1372
 DN1372                          STATION DESCRIPTION
 DN1372
 DN1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1372'THE STATION IS LOCATED ON A HILL NEAR THE NORTHEAST CORNER
 DN1372'OF CHICO ABOUT 0.4 MILE NORTHEAST OF THE CENTER OF TOWN.
 DN1372'
 DN1372'THE TANK HAS A CONICAL ROOF WITH A BALL AT THE APEX, IS SUPPORTED
 DN1372'BY A FOUR LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL HEIGHT
 DN1372'OF 75 FEET.
 DN1372'
 DN1372'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 DN1372
 DN1372                          STATION RECOVERY (1960)
 DN1372
 DN1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWY)
 DN1372'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1372'
 DN1372'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0905 ***********************************************************************
 DO0905  DESIGNATION -  CHILD ET
 DO0905  PID         -  DO0905
 DO0905  STATE/COUNTY-  TX/HASKELL
 DO0905  USGS QUAD   -  ROCHESTER (1967)
 DO0905
 DO0905                         *CURRENT SURVEY CONTROL
 DO0905  ___________________________________________________________________
 DO0905* NAD 83(1993)-  33 20 36.41602(N)    099 45 48.50765(W)     ADJUSTED  
 DO0905* NAVD 88     -       477.3    (meters)    1566.     (feet)  VERTCON   
 DO0905  ___________________________________________________________________
 DO0905  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DO0905  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DO0905
 DO0905  HORZ ORDER  -  SECOND
 DO0905
 DO0905.The horizontal coordinates were established by classical geodetic methods
 DO0905.and adjusted by the National Geodetic Survey in February 1996..
 DO0905
 DO0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0905
 DO0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0905
 DO0905.The geoid height was determined by GEOID03.
 DO0905
 DO0905;                    North         East     Units Scale Factor Converg.
 DO0905;SPC TXNC     - 2,186,646.443   482,400.150   MT  0.99988555   -0 41 20.7
 DO0905;SPC TXNC     - 7,174,022.54  1,582,674.49   sFT  0.99988555   -0 41 20.7
 DO0905;UTM  14      - 3,689,622.953   428,956.174   MT  0.99966223   -0 25 10.8
 DO0905
 DO0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0905!SPC TXNC     -   0.99992957  x   0.99988555  =   0.99981513
 DO0905!UTM  14      -   0.99992957  x   0.99966223  =   0.99959183
 DO0905
 DO0905|---------------------------------------------------------------------|
 DO0905| PID    Reference Object                     Distance      Geod. Az  |
 DO0905|                                                           dddmmss.s |
 DO0905| DO0904 CHILD ET 2                          337.546 METERS 06916     |
 DO0905| DO0878 WEINERT ET                          APPROX. 9.0 KM 1010407.6 |
 DO0905| CX6905 CHILD ET RM 1                         6.738 METERS 23631     |
 DO0905| DO0908 ROCHESTER MUN TANK                  APPROX. 9.1 KM 2495101.7 |
 DO0905| DO0903 OBRIEN MUN TANK                     APPROX. 8.3 KM 3003329.5 |
 DO0905| CX6906 CHILD ET RM 2                        14.216 METERS 32222     |
 DO0905| DO0902 KNOX CITY MUN TANK                  APPROX. 9.7 KM 3271632.0 |
 DO0905| DO0900 KNOX CITY CABLE TV MAST             APPROX. 8.9 KM 3344448.9 |
 DO0905|---------------------------------------------------------------------|
 DO0905
 DO0905                          SUPERSEDED SURVEY CONTROL
 DO0905
 DO0905  NAD 83(1993)-  33 20 36.41816(N)    099 45 48.50770(W) AD(       ) 2
 DO0905  NAD 83(1986)-  33 20 36.42280(N)    099 45 48.49958(W) AD(       ) 2
 DO0905  NAD 27      -  33 20 36.07072(N)    099 45 47.17362(W) AD(       ) 2
 DO0905  NGVD 29 (07/19/86)  477.1    (m)         1565.     (f) VERT ANG       
 DO0905
 DO0905.Superseded values are not recommended for survey control.
 DO0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0905.See file dsdata.txt to determine how the superseded data were derived.
 DO0905
 DO0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2895689623(NAD 83)
 DO0905_MARKER: DD = SURVEY DISK
 DO0905_SETTING: 0 = UNSPECIFIED SETTING
 DO0905
 DO0905  HISTORY     - Date     Condition        Report By
 DO0905  HISTORY     - 1966     MONUMENTED       USGS
 DO0905  HISTORY     - 1968     SEE DESCRIPTION  CGS
 DO0905
 DO0905                          STATION DESCRIPTION
 DO0905
 DO0905'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DO0905'THE STATION IS LOCATED SOUTH 31 DEG EAST ABOUT 6 MILES (AIRLINE)
 DO0905'FROM KNOX CITY, TEXAS, NORTH 70 DEG EAST ABOUT 6 MILES (AIRLINE)
 DO0905'FROM ROCHESTER, TEXAS.  ON LAND OWNED BY MR. CHILDRESS WHO LIVES
 DO0905'IN HASKELL, TEXAS.  ON A LOW SAND HILL ABOUT 0.5 MILE EAST OF
 DO0905'FARM ROAD 2163, 65 FEET SSW OF A WELL, 6 FEET SE OF AN ABANDONED
 DO0905'CISTERN.  (THE CISTERN IS FILLED TO WITHIN 1 FOOT OF THE TOP
 DO0905'WITH SAND AND THE TOP IS FLUSH WITH THE GROUND).  3.0 FEET SW
 DO0905'OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE STATION
 DO0905'CAN BE LOCATED FROM THE WICHITA FALLS (NI 14-8) 1--250,000 SERIES
 DO0905'MAP.
 DO0905'
 DO0905'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1966.
 DO0905'
 DO0905'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0905'ROD DRIVEN TO A DEPTH OF 20 FEET, CENTERED IN A 6 INCH TILE, 12
 DO0905'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 DO0905'GROUND AND IS STAMPED CHILD ET 1966.
 DO0905'
 DO0905'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0905'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH THE
 DO0905'GROUND, CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0905'GRAVEL.  RM NO. 1 IS LOCATED 22.11 FEET (6.738 METERS) SW OF
 DO0905'THE STATION MARK AND IS STAMPED CHILD ET NO. 1 1966.
 DO0905'
 DO0905'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0905'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH THE
 DO0905'GROUND, CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0905'GRAVEL.  RM NO. 2 IS LOCATED 46.65 FEET (14.216 METERS) NW OF
 DO0905'THE STATION MARK AND IS STAMPED CHILD ET NO. 2 1966.
 DO0905'
 DO0905'USGS STATION WEINERT ET IS VISIBLE FROM THE GROUND AT THIS
 DO0905'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 DO0905
 DO0905                          STATION RECOVERY (1968)
 DO0905
 DO0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DO0905'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  REFERENCE
 DO0905'MARKS NO. 1 AND NO. 2 WERE FOUND TO BE DESTROYED.
 DO0905'
 DO0905'AT THE REQUEST OF LAND OWNER THE STATION WAS MOVED TO CLEAR THE
 DO0905'AREA FOR CULTIVATION AFTER A NEW STATION CHILD ET 2 1968 WAS
 DO0905'SET AND ITS POSITION DETERMINED BY TRAVERSE FROM CHILD ET
 DO0905'1966.  DISTANCE BEING 337.572 METERS (SLOPE DISTANCE) EAST FROM
 DO0905'CHILD ET TO CHILD ET 2.
 DO0905'
 DO0905'CHILD ET 1966 STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2
 DO0905'DISKS AND COPPER RODS WERE SALVAGE 4/26/68.
 DO0905'
 DO0905'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DO0905'
 DO0905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DO0905'5 MILES WEST OF WEINERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0904 ***********************************************************************
 DO0904  DESIGNATION -  CHILD ET 2
 DO0904  PID         -  DO0904
 DO0904  STATE/COUNTY-  TX/HASKELL
 DO0904  USGS QUAD   -  ROCHESTER (1967)
 DO0904
 DO0904                         *CURRENT SURVEY CONTROL
 DO0904  ___________________________________________________________________
 DO0904* NAD 83(1993)-  33 20 40.29504(N)    099 45 36.29937(W)     ADJUSTED  
 DO0904* NAVD 88     -       477.0    (meters)    1565.     (feet)  VERTCON   
 DO0904  ___________________________________________________________________
 DO0904  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DO0904  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DO0904
 DO0904  HORZ ORDER  -  SECOND
 DO0904
 DO0904.The horizontal coordinates were established by classical geodetic methods
 DO0904.and adjusted by the National Geodetic Survey in February 1996..
 DO0904
 DO0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0904
 DO0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0904
 DO0904.The geoid height was determined by GEOID03.
 DO0904
 DO0904;                    North         East     Units Scale Factor Converg.
 DO0904;SPC TXNC     - 2,186,762.136   482,717.208   MT  0.99988564   -0 41 14.1
 DO0904;SPC TXNC     - 7,174,402.11  1,583,714.71   sFT  0.99988564   -0 41 14.1
 DO0904;UTM  14      - 3,689,740.109   429,272.613   MT  0.99966167   -0 25 04.1
 DO0904
 DO0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0904!SPC TXNC     -   0.99992962  x   0.99988564  =   0.99981527
 DO0904!UTM  14      -   0.99992962  x   0.99966167  =   0.99959132
 DO0904
 DO0904|---------------------------------------------------------------------|
 DO0904| PID    Reference Object                     Distance      Geod. Az  |
 DO0904|                                                           dddmmss.s |
 DO0904| CX6904 CHILD ET 2 RM 2                      11.453 METERS 18302     |
 DO0904| DO0905 CHILD ET                            337.546 METERS 24916     |
 DO0904| DO0908 ROCHESTER MUN TANK                  APPROX. 9.4 KM 2494952.8 |
 DO0904| DO0903 OBRIEN MUN TANK                     APPROX. 8.5 KM 2984706.5 |
 DO0904| DO0902 KNOX CITY MUN TANK                  APPROX. 9.8 KM 3252053.0 |
 DO0904| DO0900 KNOX CITY CABLE TV MAST             APPROX. 8.9 KM 3323447.4 |
 DO0904| CX6903 CHILD ET 2 RM 1                      12.280 METERS 35947     |
 DO0904|---------------------------------------------------------------------|
 DO0904
 DO0904                          SUPERSEDED SURVEY CONTROL
 DO0904
 DO0904  NAD 83(1993)-  33 20 40.29717(N)    099 45 36.29943(W) AD(       ) 2
 DO0904  NAD 83(1986)-  33 20 40.30182(N)    099 45 36.29129(W) AD(       ) 2
 DO0904  NAD 27      -  33 20 39.94977(N)    099 45 34.96570(W) AD(       ) 2
 DO0904  NGVD 29 (07/19/86)  476.8    (m)         1564.     (f) VERT ANG       
 DO0904
 DO0904.Superseded values are not recommended for survey control.
 DO0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0904.See file dsdata.txt to determine how the superseded data were derived.
 DO0904
 DO0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2927389740(NAD 83)
 DO0904_MARKER: DS = TRIANGULATION STATION DISK
 DO0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0904
 DO0904  HISTORY     - Date     Condition        Report By
 DO0904  HISTORY     - 1968     MONUMENTED       USGS
 DO0904
 DO0904                          STATION DESCRIPTION
 DO0904
 DO0904'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (LFS)
 DO0904'THE STATION IS ABOUT 6 MILES SOUTHEAST OF KNOX CITY, 5-1/2
 DO0904'MILES NORTHEAST OF ROCHESTER AND 5 MILES WEST OF WEINERT, ON
 DO0904'LAND OWNED BY MR. C.C. CHILDRESS WHO LIVES IN HASKELL,
 DO0904'TEXAS.  THE STATION IS ON THE HIGHEST PART OF A LOW SAND HILL
 DO0904'AT THE EAST PROPERTY LINE AND IS ABOUT 1/4 MILE SOUTH OF AN
 DO0904'EAST-WEST ROAD WHICH RUNS ALONG THE NORTH PROPERTY LINE.
 DO0904'
 DO0904'TO REACH STATION FROM THE JUNCTION OF F.M. HIGHWAY 2163 AND
 DO0904'STATE HIGHWAY 277 IN HASKELL, GO WESTERLY ON F.M. HIGHWAY 2163
 DO0904'FOR 11.85 MILES TO THE JUNCTION OF F.M. HIGHWAY 617.  CONTINUE
 DO0904'NORTHERLY ON F.M. HIGHWAY 2163 FOR 2.0 MILES TO A ROAD ON THE
 DO0904'RIGHT.  TURN RIGHT, EAST, GO 0.55 MILE TO END OF TRUCK
 DO0904'TRAVEL.  THENCE PACK SOUTH ABOUT 1/4 MILE TO HIGHEST PART OF
 DO0904'SAND HILL AND STATION.
 DO0904'
 DO0904'STATION MARKS ARE STANDARD C AND GS STATION DISKS, STAMPED
 DO0904'CHILD ET 2 USGS 1968.  THE SURFACE DISK IS SET IN A 12 IN X 12 IN
 DO0904'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 DO0904'GROUND.  IT IS 2.1 FEET SOUTHEAST OF A METAL WITNESS POST.  THE
 DO0904'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 DO0904'INCHES BELOW THE SURFACE OF GROUND.
 DO0904'
 DO0904'REFERENCE MARK NO. 1, A STANDARD C AND GS REFERENCE MARK DISK,
 DO0904'STAMPED CHILD ET 2 USGS 1968 NO. 1, IS SET IN A ROUND CONCRETE
 DO0904'POST, 10 INCHES IN DIAMETER, FLUSH WITH THE SURFACE OF
 DO0904'GROUND.  IT IS 1.4 FEET NORTH OF A METAL WITNESS POST.
 DO0904'
 DO0904'REFERENCE MARK NO. 2, A STANDARD C AND GS REFERENCE MARK DISK,
 DO0904'STAMPED CHILD ET 2 USGS 1968 NO 2, IS SET IN A ROUND CONCRETE
 DO0904'POST, 10 INCHES IN DIAMETER, FLUSH WITH THE SURFACE OF
 DO0904'GROUND.  IT IS 1.4 FEET SOUTH OF A METAL WITNESS POST.
 DO0904'
 DO0904'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0916 ***********************************************************************
 EN0916  FBN         -  This is a Federal Base Network Control Station.
 EN0916  PACS        -  This is a Primary Airport Control Station.
 EN0916  DESIGNATION -  CHILDPORT
 EN0916  PID         -  EN0916
 EN0916  STATE/COUNTY-  TX/CHILDRESS
 EN0916  USGS QUAD   -  CAREY (1981)
 EN0916
 EN0916                         *CURRENT SURVEY CONTROL
 EN0916  ___________________________________________________________________
 EN0916* NAD 83(1993)-  34 25 58.64361(N)    100 17 03.03730(W)     ADJUSTED  
 EN0916* NAVD 88     -       593.30   (meters)    1946.5    (feet)  GPS OBS   
 EN0916  ___________________________________________________________________
 EN0916  X           -    -940,269.831 (meters)                     COMP
 EN0916  Y           -  -5,182,105.210 (meters)                     COMP
 EN0916  Z           -   3,586,479.841 (meters)                     COMP
 EN0916  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 EN0916  ELLIP HEIGHT-         565.12  (meters)          (10/24/00) GPS OBS
 EN0916  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 EN0916
 EN0916  HORZ ORDER  -  B
 EN0916  ELLP ORDER  -  FOURTH    CLASS II
 EN0916
 EN0916.This mark is at Childress Muni (CDS) Airport (CDS)
 EN0916
 EN0916.The horizontal coordinates were established by GPS observations
 EN0916.and adjusted by the National Geodetic Survey in August 1996..
 EN0916
 EN0916.The orthometric height was determined by GPS observations and a
 EN0916.high-resolution geoid model.
 EN0916
 EN0916.GPS derived orthometric heights for airport stations designated as
 EN0916.PACS or SACS are published to 2 decimal places.  This maintains
 EN0916.centimeter relative accuracy between the PACS and SACS.  It does
 EN0916.not indicate centimeter accuracy relative to other marks which are
 EN0916.part of the NAVD 88 network.
 EN0916
 EN0916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EN0916
 EN0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0916
 EN0916.The ellipsoidal height was determined by GPS observations
 EN0916.and is referenced to NAD 83.
 EN0916
 EN0916.The geoid height was determined by GEOID03.
 EN0916
 EN0916;                    North         East     Units Scale Factor Converg.
 EN0916;SPC TX N     - 1,048,719.737   311,754.067   MT  1.00005738   +0 42 16.6
 EN0916;SPC TX N     - 3,440,674.67  1,022,813.13   sFT  1.00005738   +0 42 16.6
 EN0916;UTM  14      - 3,810,910.771   382,010.493   MT  0.99977160   -0 43 34.4
 EN0916
 EN0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0916!SPC TX N     -   0.99991130  x   1.00005738  =   0.99996867
 EN0916!UTM  14      -   0.99991130  x   0.99977160  =   0.99968292
 EN0916
 EN0916:                Primary Azimuth Mark                     Grid Az
 EN0916:SPC TX N     -  CHILDPORT AZ MK                          181 20 03.2
 EN0916:UTM  14      -  CHILDPORT AZ MK                          182 45 54.2
 EN0916
 EN0916|---------------------------------------------------------------------|
 EN0916| PID    Reference Object                     Distance      Geod. Az  |
 EN0916|                                                           dddmmss.s |
 EN0916| EN0917 CHILDPORT AZ MK                     474.562 METERS 1820219.8 |
 EN0916|---------------------------------------------------------------------|
 EN0916
 EN0916                          SUPERSEDED SURVEY CONTROL
 EN0916
 EN0916  ELLIP H (08/30/96)  565.14   (m)                       GP(       ) 1 2
 EN0916  NAD 83(1993)-  34 25 58.64328(N)    100 17 03.03734(W) AD(       ) 3
 EN0916  ELLIP H (02/16/96)  565.08   (m)                       GP(       ) 5 1
 EN0916  NAD 83(1993)-  34 25 58.64327(N)    100 17 03.03733(W) AD(       ) 3
 EN0916  NAD 83(1986)-  34 25 58.64872(N)    100 17 03.02973(W) AD(       ) 3
 EN0916  NAD 27      -  34 25 58.42413(N)    100 17 01.60665(W) AD(       ) 3
 EN0916  NGVD 29 (12/08/88)  593.0    (m)         1946.     (f) GPS OBS        
 EN0916
 EN0916.Superseded values are not recommended for survey control.
 EN0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0916.See file dsdata.txt to determine how the superseded data were derived.
 EN0916
 EN0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8201010911(NAD 83)
 EN0916_MARKER: I = METAL ROD
 EN0916_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EN0916_SP_SET: OBJECT DRIVEN INTO GROUND
 EN0916_STAMPING: CHILDPORT 1988
 EN0916_MARK LOGO: NGS   
 EN0916_PROJECTION: RECESSED 8 CENTIMETERS
 EN0916_MAGNETIC: I = MARKER IS A STEEL ROD
 EN0916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0916+STABILITY: POSITION/ELEVATION WELL
 EN0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0916+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1997
 EN0916_ROD/PIPE-DEPTH: 7.3  meters
 EN0916_SLEEVE-DEPTH  : 0.9 meters
 EN0916
 EN0916  HISTORY     - Date     Condition        Report By
 EN0916  HISTORY     - 1988     MONUMENTED       NGS
 EN0916  HISTORY     - 19950531 GOOD             NGS
 EN0916  HISTORY     - 19970317 GOOD             NGS
 EN0916  HISTORY     - 19991117 GOOD             TXDOT
 EN0916
 EN0916                          STATION DESCRIPTION
 EN0916
 EN0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EN0916'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 EN0916'WEST OF CHILDRESS, 3.0 KM (1.9 MI) SOUTH OF US HIGHWAY 287 AT THE
 EN0916'CHILDRESS MUNICIPAL AIRPORT.  IT IS ALONG THE APRON AND TAXIWAY
 EN0916'THAT PARALLELS RUNWAY 17-35 AND NEAR THE NOAA ANEMOMETER MAST.
 EN0916'OWNERSHIP--CITY OF CHILDRESS, 315 COMMERCE STREET, CHILDRESS TX
 EN0916'79201.  AIRPORT MANAGER IS DAVID GALLIGAN, PHONE 817-937-3684.
 EN0916'
 EN0916'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 62, 83 AND
 EN0916'287 IN THE WEST SECTION OF CHILDRESS, GO NORTHWEST ON US HIGHWAY
 EN0916'287 FOR 1.6 KM (1.0 MI) TO A WEIGH STATION ON THE LEFT.  CONTINUE
 EN0916'AHEAD FOR 3.6 KM (2.25 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 EN0916'ON FARM ROAD 164 FOR 1.2 KM (0.75 MI) TO A RAIL CROSSING.  CONTINUE
 EN0916'AHEAD FOR 1.0 KM (0.65 MI) TO A CROSSROAD AND FAA BUILDING IN
 EN0916'SOUTHWEST ANGLE OF JUNCTION.  TURN RIGHT AND GO WEST ON PAVED ROAD
 EN0916'FOR 0.2 KM (0.1 MI) TO THE APRON.  BEAR SLIGHT LEFT AND GO
 EN0916'WEST-SOUTHWEST ON TARMAC FOR 0.2 KM (O.1 MI) TO A RAMP AND THE
 EN0916'STATION ON THE LEFT.
 EN0916'
 EN0916'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 EN0916'DRIVEN INTO THE GROUND 7.3 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 EN0916'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 EN0916'PIPE WITH A LOGO CAP STAMPED---CHILDPORT 1988---, THE ROD IS
 EN0916'RECESSED 8 CM BELOW THE GROUND.  LOCATED 38.7 METERS (127.0 FT)
 EN0916'NORTHEAST OF THE NOAA WIND INDICATOR, 23.2 METERS (76.0 FT) WEST OF
 EN0916'A PAINTED TAXIWAY CENTER, 16.2 METERS (53.0 FT) SOUTH OF THE RAMP
 EN0916'CENTER AND 0.6 METER (2.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 EN0916'
 EN0916'AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 EN0916'ROD DRIVEN INTO THE GROUND 8.8 METERS AND INSIDE A 1-INCH PVC PIPE
 EN0916'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 EN0916'PVC PIPE WITH A LOGO CAP STAMPED---CHILDPORT AZ MK 1988---, ROD IS
 EN0916'RECESSED 8 CM BELOW THE GROUND.  LOCATED 23.2 METERS (76.0 FT) WEST
 EN0916'OF A PAINTED TAXIWAY CENTER, 12.8 METERS (42.0 FT) NORTH OF A RAMP
 EN0916'CENTER, 0.6 METER (2.0 FT) EAST OF A FIBERGLASS WITNESS POST AND 0.3
 EN0916'METER (1.0 FT) NORTHWEST OF CURVED PAVEMENT EDGE.
 EN0916'TO REACH THE AZIMUTH FROM THE STATION,
 EN0916'GO SOUTH ON APRON FOR 0.5 KM (0.3 MI) TO MARK ON THE RIGHT.
 EN0916'
 EN0916'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EN0916'
 EN0916'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EN0916'
 EN0916'DESCRIBED BY WALTER C. GUNN.
 EN0916
 EN0916                          STATION RECOVERY (1995)
 EN0916
 EN0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EN0916'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) WEST OF CHILDRESS, 3.0
 EN0916'KM (1.85 MI) SOUTH OF U.S.  HIGHWAY 287 AT THE CHILDRESS MUNICIPAL
 EN0916'AIRPORT.  NORTHEAST OF THE N.O.A.A.  ANEMOMETER MAST, WEST OF THE MAIN
 EN0916'TAXI, AND SOUTH OF THE FIRST CONNECTOR SOUTHWEST OF THE ENTRANCE ROAD,
 EN0916'NEAR THE JUNCTION OF THE TAXI AND CONNECTOR.  OWNERSHIP--CITY OF
 EN0916'CHILDRESS, 315 COMMERCE STREET, CHILDRESS, TX.  79201.  AIRPORT
 EN0916'MANAGER DAVID GALLIGAN, PHONE 817-937-3684.  TO REACH THE STATION FROM
 EN0916'THE JUNCTION OF U.S.  HIGHWAYS 62, 83 AND 287 IN THE WEST SECTION OF
 EN0916'CHILDRESS, GO NORTHWEST 5.2 KM (3.25 MI) ON HIGHWAY 287 TO A
 EN0916'CROSSROAD.  TURN LEFT, SOUTH, 2.2 KM (1.35 MI) ON FARM ROAD 164
 EN0916'CROSSING RAILROAD, TO A CROSSROAD AND FAA BUILDING.  TURN RIGHT, WEST,
 EN0916'THEN SOUTHWEST, 0.26 KM (0.15 MI) CROSSING APRON TO THE CONNECTOR AND
 EN0916'STATION NEAR THE NORTHEAST CORNER OF THE MEDIAN. STATION IS 38.7 M
 EN0916'(127.0 FT) NORTHEAST OF THE N.O.A.A.  WIND INDICATOR, 23.6 M (77.4 FT)
 EN0916'WEST OF THE TAXI CENTERLINE, 16.4 M (53.8 FT) SOUTH OF THE CONNECTOR
 EN0916'CENTERLINE, 6.4 M (21.0 FT) EAST OF THE SOUTHEAST LEG OF A (VOR CHECK
 EN0916'COURCE) SIGN, AND LEVEL WITH THE TAXI.  NOTE--ACCESS TO THE DATUM
 EN0916'POINT IS THROUGH A 5-INCH LOGO CAP. SLEEVE DEPTH DOES NOT MEET CLASS A
 EN0916'REQUIREMENTS.  BY R.G.  HAYES
 EN0916
 EN0916                          STATION RECOVERY (1997)
 EN0916
 EN0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 EN0916'RECOVERED AS DESCRIBED.
 EN0916
 EN0916                          STATION RECOVERY (1999)
 EN0916
 EN0916'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 EN0916'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0917 ***********************************************************************
 EN0917  SACS        -  This is a Secondary Airport Control Station.
 EN0917  DESIGNATION -  CHILDPORT AZ MK
 EN0917  PID         -  EN0917
 EN0917  STATE/COUNTY-  TX/CHILDRESS
 EN0917  USGS QUAD   -  CAREY (1981)
 EN0917
 EN0917                         *CURRENT SURVEY CONTROL
 EN0917  ___________________________________________________________________
 EN0917* NAD 83(1993)-  34 25 43.25247(N)    100 17 03.69854(W)     ADJUSTED  
 EN0917* NAVD 88     -       593.15   (meters)    1946.0    (feet)  GPS OBS   
 EN0917  ___________________________________________________________________
 EN0917  X           -    -940,334.298 (meters)                     COMP
 EN0917  Y           -  -5,182,365.934 (meters)                     COMP
 EN0917  Z           -   3,586,088.540 (meters)                     COMP
 EN0917  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 EN0917  ELLIP HEIGHT-         564.96  (meters)          (08/08/01) GPS OBS
 EN0917  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 EN0917
 EN0917  HORZ ORDER  -  FIRST
 EN0917  ELLP ORDER  -  FOURTH    CLASS II
 EN0917
 EN0917.This mark is at Childress Muni (CDS) Airport (CDS)
 EN0917
 EN0917.The horizontal coordinates were established by GPS observations
 EN0917.and adjusted by the National Geodetic Survey in January 1998..
 EN0917
 EN0917.The orthometric height was determined by GPS observations and a
 EN0917.high-resolution geoid model.
 EN0917
 EN0917.GPS derived orthometric heights for airport stations designated as
 EN0917.PACS or SACS are published to 2 decimal places.  This maintains
 EN0917.centimeter relative accuracy between the PACS and SACS.  It does
 EN0917.not indicate centimeter accuracy relative to other marks which are
 EN0917.part of the NAVD 88 network.
 EN0917
 EN0917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EN0917
 EN0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0917
 EN0917.The ellipsoidal height was determined by GPS observations
 EN0917.and is referenced to NAD 83.
 EN0917
 EN0917.The geoid height was determined by GEOID03.
 EN0917
 EN0917;                    North         East     Units Scale Factor Converg.
 EN0917;SPC TX N     - 1,048,245.276   311,743.016   MT  1.00005865   +0 42 16.2
 EN0917;SPC TX N     - 3,439,118.04  1,022,776.88   sFT  1.00005865   +0 42 16.2
 EN0917;UTM  14      - 3,810,436.870   381,987.605   MT  0.99977166   -0 43 34.4
 EN0917
 EN0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0917!SPC TX N     -   0.99991132  x   1.00005865  =   0.99996997
 EN0917!UTM  14      -   0.99991132  x   0.99977166  =   0.99968300
 EN0917
 EN0917:                Primary Azimuth Mark                     Grid Az
 EN0917:SPC TX N     -  CHILDPORT                                001 20 03.2
 EN0917:UTM  14      -  CHILDPORT                                002 45 53.8
 EN0917
 EN0917|---------------------------------------------------------------------|
 EN0917| PID    Reference Object                     Distance      Geod. Az  |
 EN0917|                                                           dddmmss.s |
 EN0917| EN0916 CHILDPORT                           474.562 METERS 0020219.4 |
 EN0917| EN0078 D 906                               485.407 METERS 0213208.1 |
 EN0917|---------------------------------------------------------------------|
 EN0917
 EN0917                          SUPERSEDED SURVEY CONTROL
 EN0917
 EN0917  ELLIP H (01/06/98)  564.99   (m)                       GP(       ) 4 2
 EN0917  NAD 83(1993)-  34 25 43.25237(N)    100 17 03.69883(W) AD(       ) 3
 EN0917  ELLIP H (02/16/96)  564.92   (m)                       GP(       ) 5 1
 EN0917  NAD 83(1993)-  34 25 43.25237(N)    100 17 03.69882(W) AD(       ) 3
 EN0917  NAD 83(1986)-  34 25 43.25782(N)    100 17 03.69122(W) AD(       ) 3
 EN0917  NAD 27      -  34 25 43.03302(N)    100 17 02.26825(W) AD(       ) 3
 EN0917  NGVD 29 (12/08/88)  592.8    (m)         1945.     (f) GPS OBS        
 EN0917
 EN0917.Superseded values are not recommended for survey control.
 EN0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0917.See file dsdata.txt to determine how the superseded data were derived.
 EN0917
 EN0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8198810437(NAD 83)
 EN0917_MARKER: I = METAL ROD
 EN0917_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EN0917_SP_SET: OBJECT DRIVEN INTO GROUND
 EN0917_STAMPING: CHILDPORT AZ MK 1988
 EN0917_MARK LOGO: NGS   
 EN0917_MAGNETIC: I = MARKER IS A STEEL ROD
 EN0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0917+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1995
 EN0917
 EN0917  HISTORY     - Date     Condition        Report By
 EN0917  HISTORY     - 1988     MONUMENTED       NGS
 EN0917  HISTORY     - 19950531 GOOD             NGS
 EN0917
 EN0917                          STATION DESCRIPTION
 EN0917
 EN0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EN0917'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 EN0917'WEST OF CHILDRESS, 3.0 KM (1.9 MI) SOUTH OF US HIGHWAY 287 AND AT
 EN0917'THE CHILDRESS MUNICIPAL AIRPORT.
 EN0917'OWNERSHIP--CITY OF CHILDRESS, 315 COMMERCE STREET, CHILDRESS, TX
 EN0917'79201.  AIRPORT MANAGER IS DAVID GALLIGAN, PHONE 817-937-3684.
 EN0917'
 EN0917'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 62, 83 AND
 EN0917'287 IN THE WEST SECTION OF CHILDRESS, GO NORTHWEST ON US HIGHWAY
 EN0917'287 FOR 1.6 KM (1.0 MI) TO A WEIGH STATION ON THE LEFT.  CONTINUE
 EN0917'AHEAD FOR 3.6 KM (2.25 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 EN0917'ON FARM ROAD 164 FOR 1.2 KM (0.75 MI) TO A RAIL CROSSING.  CONTINUE
 EN0917'AHEAD FOR 1.0 KM (0.65 MI) TO A CROSSROAD AND FAA BUILDING IN
 EN0917'SOUTHWEST ANGLE OF JUNCTION.  TURN RIGHT AND GO WEST ON PAVED ROAD
 EN0917'FOR 0.2 KM (0.1 MI) TO THE APRON.  BEAR SLIGHT LEFT AND GO WEST-
 EN0917'SOUTHWEST ON TARMAC FOR 0.2 KM (0.1 MI) TO A RAMP AND STATION
 EN0917'CHILDPORT.  TURN LEFT AND GO SOUTH FOR 0.5 KM (0.3 MI) TO THE
 EN0917'AZIMUTH MARK ON THE RIGHT.
 EN0917'
 EN0917'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 EN0917'DRIVEN INTO THE GROUND 8.8 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 EN0917'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 EN0917'PIPE WITH A LOGO CAP STAMPED---CHILDPORT AZ MK 1988---, THE ROD IS
 EN0917'RECESSED 8 CM BELOW THE GROUND.  LOCATED 23.2 METERS (76.0 FT) WEST
 EN0917'OF A PAINTED TAXIWAY CENTER, 12.8 METERS (42.0 FT) NORTH OF A RAMP
 EN0917'CENTER, 0.6 METER (2.0 FT) EAST OF A FIBERGLASS WITNESS POST AND
 EN0917'0.3 METER (1.0 FT) NORTHWEST OF CURVED PAVEMENT EDGE.
 EN0917'
 EN0917'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EN0917'
 EN0917'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EN0917'
 EN0917'DESCRIBED BY WALTER C. GUNN.
 EN0917
 EN0917                          STATION RECOVERY (1995)
 EN0917
 EN0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EN0917'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) WEST OF CHILDRESS, 3.0
 EN0917'KM (1.85 MI) SOUTH OF U.S.  HIGHWAY 287 AT THE CHILDRESS MUNICIPAL
 EN0917'AIRPORT.  NEAR THE SOUTHEAST CORNER OF THE SECOND GRASS MEDIAN FROM
 EN0917'THE SOUTH END OF THE AIRPORT.  OWNERSHIP--CITY OF CHILDRESS, 315
 EN0917'COMMERCE STREET, CHILDRESS, TX.  79201.  AIRPORT MANAGER DAVID
 EN0917'GALLIGAN, PHONE 817-937-3684.  TO REACH THE STATION FROM THE JUNCTION
 EN0917'OF U.S.  HIGHWAYS 62, 83 AND 287 IN THE WEST SECTION OF CHILDRESS, GO
 EN0917'NORTHWEST 5.2 KM (3.25 MI) ON HIGHWAY 287 TO A CROSSROAD.  TURN LEFT,
 EN0917'SOUTH, 2.2 KM (1.35 MI) ON FARM ROAD 164 CROSSING RAILROAD, TO A
 EN0917'CROSSROAD AND FAA BUILDING.  TURN RIGHT, WEST, THEN SOUTHWEST, 0.26 KM
 EN0917'(0.15 MI) CROSSING APRON TO THE TAXI.  TURN LEFT, SOUTH, 0.5 KM (0.30
 EN0917'MI) TO THE STATION ON THE RIGHT.  STATION IS 23.6 M (77.4 FT) WEST OF
 EN0917'THE TAXI CENTERLINE, 12.5 M (41.0 FT) NORTH OF A CONNECTOR CENTERLINE,
 EN0917'0.3 M (1.0 FT) NORTHWEST OF THE CURVED PAVEMENT EDGE, AND LEVEL WITH
 EN0917'THE TAXI.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EN0917'CAP.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  THIS
 EN0917'STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1523 ***********************************************************************
 BL1523  DESIGNATION -  CHILDRE
 BL1523  PID         -  BL1523
 BL1523  STATE/COUNTY-  TX/GRIMES
 BL1523  USGS QUAD   -  STONEHAM (1961)
 BL1523
 BL1523                         *CURRENT SURVEY CONTROL
 BL1523  ___________________________________________________________________
 BL1523* NAD 83(1993)-  30 16 02.32682(N)    095 56 02.52650(W)     ADJUSTED  
 BL1523* NAVD 88     -       116.86   (+/-2cm)     383.4    (feet)  VERTCON   
 BL1523  ___________________________________________________________________
 BL1523  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BL1523  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL1523
 BL1523  HORZ ORDER  -  SECOND
 BL1523  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1523
 BL1523.The horizontal coordinates were established by classical geodetic methods
 BL1523.and adjusted by the National Geodetic Survey in February 1996..
 BL1523
 BL1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1523.The vertical order pertains to the NGVD 29 superseded value.
 BL1523
 BL1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1523
 BL1523.The geoid height was determined by GEOID03.
 BL1523
 BL1523;                    North         East     Units Scale Factor Converg.
 BL1523;SPC TX C     - 3,074,955.357 1,123,203.771   MT  0.99996320   +2 15 57.2
 BL1523;SPC TX C     -10,088,416.03  3,685,044.37   sFT  0.99996320   +2 15 57.2
 BL1523;SPC TXSC     - 4,273,627.727   894,992.352   MT  0.99999541   +1 30 07.4
 BL1523;SPC TXSC     -14,021,060.30  2,936,320.74   sFT  0.99999541   +1 30 07.4
 BL1523;UTM  15      - 3,352,051.367   217,719.462   MT  1.00058316   -1 28 47.4
 BL1523;UTM  14      - 3,352,386.812   794,979.235   MT  1.00067363   +1 32 47.3
 BL1523
 BL1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1523!SPC TX C     -   0.99998592  x   0.99996320  =   0.99994912
 BL1523!SPC TXSC     -   0.99998592  x   0.99999541  =   0.99998133
 BL1523!UTM  15      -   0.99998592  x   1.00058316  =   1.00056907
 BL1523!UTM  14      -   0.99998592  x   1.00067363  =   1.00065954
 BL1523
 BL1523:                Primary Azimuth Mark                     Grid Az
 BL1523:SPC TX C     -  CHILDRE AZ MK                            120 25 28.8
 BL1523:SPC TXSC     -  CHILDRE AZ MK                            121 11 18.6
 BL1523:UTM  15      -  CHILDRE AZ MK                            124 10 13.4
 BL1523:UTM  14      -  CHILDRE AZ MK                            121 08 38.7
 BL1523
 BL1523|---------------------------------------------------------------------|
 BL1523| PID    Reference Object                     Distance      Geod. Az  |
 BL1523|                                                           dddmmss.s |
 BL1523| BL1520 CHILDRE AZ MK                                      1224126.0 |
 BL1523| BL1521 CHILDRE RM 1                         35.416 METERS 16551     |
 BL1523| BL1522 CHILDRE RM 2                         30.522 METERS 27518     |
 BL1523|---------------------------------------------------------------------|
 BL1523
 BL1523                          SUPERSEDED SURVEY CONTROL
 BL1523
 BL1523  NAD 83(1986)-  30 16 02.34096(N)    095 56 02.50935(W) AD(       ) 2
 BL1523  NAD 27      -  30 16 01.58300(N)    095 56 01.67500(W) AD(       ) 2
 BL1523  NGVD 29 (??/??/92)  116.838  (m)          383.33   (f) ADJ UNCH    2 0
 BL1523
 BL1523.Superseded values are not recommended for survey control.
 BL1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1523.See file dsdata.txt to determine how the superseded data were derived.
 BL1523
 BL1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1771952051(NAD 83)
 BL1523_MARKER: DS = TRIANGULATION STATION DISK
 BL1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1523_STAMPING: CHILDRE 1952
 BL1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1523+STABILITY: SURFACE MOTION
 BL1523
 BL1523  HISTORY     - Date     Condition        Report By
 BL1523  HISTORY     - 1952     MONUMENTED       CGS
 BL1523  HISTORY     - 1954     GOOD             CGS
 BL1523  HISTORY     - 1954     GOOD             NGS
 BL1523  HISTORY     - 19940820 GOOD             USPSQD
 BL1523  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1523
 BL1523                          STATION DESCRIPTION
 BL1523
 BL1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1523'THE STATION IS LOCATED ABOUT 14.0 MILES WEST-NORTHWEST OF
 BL1523'MAGNOLIA, 12.5 MILES SOUTHEAST OF NAVASOTA AND 5.5 MILES
 BL1523'SOUTH-SOUTHWEST OF STONEHAM ON A TIMBERED RIDGE NEAR THE
 BL1523'CHILDRE FAMILY CEMETERY.  IT IS 70.0 FEET SOUTH OF THE CENTER
 BL1523'OF A SAND ROAD, 49.0 FEET SOUTH OF A TRIANGULAR BLAZED OAK
 BL1523'TREE, 18.0 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED PINE TREE
 BL1523'AND 4.0 FEET EAST OF A WITNESS POST.  THERE IS SLIGHTLY HIGHER
 BL1523'GROUND ABOUT 25.0 PACES SOUTHEAST OF THE STATION AT THE SITE
 BL1523'OF THE CEMETERY.  IT PROJECTS 5 INCHES AND IS STAMPED CHILDRE
 BL1523'1952.
 BL1523'
 BL1523'REFERENCE MARK NO. 1 IS 22.0 FEET WEST OF THE CENTER OF A
 BL1523'TRACK ROAD, 17.0 FEET EAST OF THE EAST FENCE AROUND THE CEMETERY,
 BL1523'10.0 FEET NORTHEAST OF A LARGE PINE TREE, 8.0 FEET NORTHWEST
 BL1523'OF A LARGE PINE TREE AND IS ABOUT 1.0 FOOT BELOW THE ELEVATION
 BL1523'OF THE STATION.  IT PROJECTS 5 INCHES AND IS STAMPED CHILDRE
 BL1523'NO 1 1952.
 BL1523'
 BL1523'REFERENCE MARK NO. 2 IS LOCATED AT THE SOUTH EDGE OF A POWERLINE
 BL1523'CLEARING AND 30.0 FEET SOUTH OF A POWERLINE POLE.  IT PROJECTS
 BL1523'4 INCHES AND IS STAMPED CHILDRE NO 2 1952.
 BL1523'
 BL1523'THE AZIMUTH MARK IS ABOUT 0.05 MILE EAST OF A CATTLE GUARD
 BL1523'ACROSS SAND ROAD, 22.0 FEET SOUTH OF THE CENTER OF A SAND ROAD
 BL1523'AND 2.0 FEET WEST OF A WITNESS POST.  IT PROJECTS 5 INCHES
 BL1523'AND IS STAMPED CHILDRE 1952.
 BL1523'
 BL1523'TO REACH THE STATION FROM THE POST OFFICE IN NAVASOTA, GO
 BL1523'EAST 1 BLOCK TO STATE ROUTES NO. 6 AND 105.  HERE TURN RIGHT AND
 BL1523'GO SOUTH ON STATE ROUTES NO. 6 AND 105 FOR 0.85 MILE TO WHERE
 BL1523'STATE ROUTE NO. 105 TURNS LEFT.  CONTINUE STRAIGHT AHEAD ON
 BL1523'STATE ROUTE NO. 6 FOR 5.4 MILES TO THE JUNCTION WITH FARM
 BL1523'ROAD NO. 245, TURN LEFT AND GO EASTERLY FOR 4.7 MILES TO THE
 BL1523'EAST EDGE OF THE SMALL VILLAGE OF WHITEHALL WHERE THE MAIN
 BL1523'ROAD TURNS TO THE RIGHT.  HERE TURN RIGHT AND GO SOUTHERLY
 BL1523'ON FARM ROAD NO. 245 FOR 2.1 MILES TO A T ROAD LEFT, TURN
 BL1523'LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.15 MILE TO A
 BL1523'CATTLE GUARD, CONTINUE EASTERLY ON GRAVELED AND SAND ROAD
 BL1523'FOR 1.15 MILES TO THE CHILDRE FAMILY CEMETERY AND A LARGE
 BL1523'TRIANGULAR BLAZED OAK TREE ON THE RIGHT AND THE STATION AS
 BL1523'DESCRIBED.
 BL1523'
 BL1523'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 BL1523'A SAND ROAD FOR 0.3 MILE TO A POINT ABOUT 0.05 MILE EAST OF
 BL1523'A CATTLE GUARD AND THE MARK ON THE RIGHT AS DESCRIBED.
 BL1523'
 BL1523'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BL1523
 BL1523                          STATION RECOVERY (1954)
 BL1523
 BL1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BL1523'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1523'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH
 BL1523'ALONG A GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG FARM ROAD
 BL1523'245, THENCE 2.1 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.3
 BL1523'MILE EAST ALONG A SANDY TRACK ROAD, 66 FEET SOUTHWEST OF THE
 BL1523'CENTER LINE OF THE ROAD, 32 FEET WEST OF THE CENTER LINE OF A
 BL1523'TRACK ROAD LEADING TO A SMALL CEMETERY, 4 FEET EAST OF A
 BL1523'WITNESS POST, A TRIANGULATION STATION DISK SET IN THE TOP OF
 BL1523'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND,
 BL1523'STAMPED CHILDRE 1952.
 BL1523'
 BL1523'CHILDRE R.M. 1 IS 115.0 FEET SOUTHEAST OF TRIANGULATION
 BL1523'STATION CHILDRE 1952, 103 FEET SOUTHWEST OF THE CENTER LINE
 BL1523'OF THE ROAD, 9 FEET NORTHWEST OF A 20 INCH PINE TREE, 15 FEET
 BL1523'EAST OF THE EAST SIDE OF A CEMETERY PLOT, 27 FEET EAST OF
 BL1523'THE MONUMENT AT THE GRAVE OF LONNIE CHILDRE, A REFERENCE
 BL1523'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 BL1523'FOOT ABOVE THE GROUND, STAMPED CHILDRE NO 1 1952.
 BL1523'
 BL1523'CHILDRE R.M. 2 IS 100.0 FEET WEST OF TRIANGULATION STATION
 BL1523'CHILDRE 1952, 150 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BL1523'ROAD, 33 FEET SOUTH OF A POWER POLE, A REFERENCE MARK DISK
 BL1523'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 BL1523'ABOVE THE GROUND, STAMPED CHILDRE NO 2 1952.
 BL1523'
 BL1523'CHILDRE 1952 AZIMUTH IS 0.3 MILE EAST OF TRIANGULATION STATION
 BL1523'CHILDRE 1952, 19 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 BL1523'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL1523'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED CHILDRE
 BL1523'1952.
 BL1523
 BL1523                          STATION RECOVERY (1954)
 BL1523
 BL1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1523'15.4 MI SE FROM NAVASOTA.
 BL1523'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1523'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1523'GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG FARM ROAD 245, THENCE 2.1
 BL1523'MILES EAST ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG A SANDY
 BL1523'TRACK ROAD, 66 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 32 FEET
 BL1523'WEST OF THE CENTER LINE OF A TRACK ROAD LEADING TO A SMALL CEMETERY, 4
 BL1523'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1523'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1523
 BL1523                          STATION RECOVERY (1994)
 BL1523
 BL1523'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1523'RECOVERED IN GOOD CONDITION.
 BL1523
 BL1523                          STATION RECOVERY (1999)
 BL1523
 BL1523'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1520 ***********************************************************************
 BL1520  DESIGNATION -  CHILDRE AZ MK
 BL1520  PID         -  BL1520
 BL1520  STATE/COUNTY-  TX/GRIMES
 BL1520  USGS QUAD   -  STONEHAM (1961)
 BL1520
 BL1520                         *CURRENT SURVEY CONTROL
 BL1520  ___________________________________________________________________
 BL1520* NAD 83(1986)-  30 15 52.     (N)    095 55 44.     (W)     SCALED    
 BL1520* NAVD 88     -       115.48   (+/-2cm)     378.9    (feet)  VERTCON   
 BL1520  ___________________________________________________________________
 BL1520  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL1520
 BL1520  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1520
 BL1520.The horizontal coordinates were scaled from a topographic map and have
 BL1520.an estimated accuracy of +/- 6 seconds.
 BL1520
 BL1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1520.The vertical order pertains to the NGVD 29 superseded value.
 BL1520
 BL1520.The geoid height was determined by GEOID03.
 BL1520
 BL1520;                    North         East    Units  Estimated Accuracy
 BL1520;SPC TX C     - 3,074,660.    1,123,710.      MT  (+/- 180 meters Scaled)
 BL1520
 BL1520                          SUPERSEDED SURVEY CONTROL
 BL1520
 BL1520  NGVD 29 (??/??/92)  115.460  (m)          378.81   (f) ADJ UNCH    2 0
 BL1520
 BL1520.Superseded values are not recommended for survey control.
 BL1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1520.See file dsdata.txt to determine how the superseded data were derived.
 BL1520
 BL1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP182517(NAD 83)
 BL1520_MARKER: DZ = AZIMUTH MARK DISK
 BL1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1520_STAMPING: CHILDRE 1952
 BL1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1520+STABILITY: SURFACE MOTION
 BL1520
 BL1520  HISTORY     - Date     Condition        Report By
 BL1520  HISTORY     - 1952     MONUMENTED       CGS
 BL1520  HISTORY     - 1954     GOOD             NGS
 BL1520  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1520  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1520
 BL1520                          STATION DESCRIPTION
 BL1520
 BL1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1520'15.7 MI SE FROM NAVASOTA.
 BL1520'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1520'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1520'GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG FARM ROAD 245, THENCE 2.1
 BL1520'MILES EAST ALONG A GRAVELED ROAD, THENCE 0.6 MILE EAST ALONG A SANDY
 BL1520'TRACK ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET WEST
 BL1520'OF A WITNESS POST, 0.3 MILE EAST OF TRIANGULATION STATION CHILDRE
 BL1520'1952, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BL1520'THE GROUND.
 BL1520
 BL1520                          STATION RECOVERY (1994)
 BL1520
 BL1520'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1520'MARK NOT FOUND.
 BL1520
 BL1520                          STATION RECOVERY (1999)
 BL1520
 BL1520'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1521 ***********************************************************************
 BL1521  DESIGNATION -  CHILDRE RM 1
 BL1521  PID         -  BL1521
 BL1521  STATE/COUNTY-  TX/GRIMES
 BL1521  USGS QUAD   -  STONEHAM (1961)
 BL1521
 BL1521                         *CURRENT SURVEY CONTROL
 BL1521  ___________________________________________________________________
 BL1521* NAD 83(1986)-  30 16 02.     (N)    095 56 03.     (W)     SCALED    
 BL1521* NAVD 88     -       116.82   (+/-2cm)     383.3    (feet)  VERTCON   
 BL1521  ___________________________________________________________________
 BL1521  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL1521
 BL1521  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1521
 BL1521.The horizontal coordinates were scaled from a topographic map and have
 BL1521.an estimated accuracy of +/- 6 seconds.
 BL1521
 BL1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1521.The vertical order pertains to the NGVD 29 superseded value.
 BL1521
 BL1521.The geoid height was determined by GEOID03.
 BL1521
 BL1521;                    North         East    Units  Estimated Accuracy
 BL1521;SPC TX C     - 3,074,950.    1,123,190.      MT  (+/- 180 meters Scaled)
 BL1521
 BL1521                          SUPERSEDED SURVEY CONTROL
 BL1521
 BL1521  NGVD 29 (??/??/92)  116.804  (m)          383.21   (f) ADJ UNCH    2 0
 BL1521
 BL1521.Superseded values are not recommended for survey control.
 BL1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1521.See file dsdata.txt to determine how the superseded data were derived.
 BL1521
 BL1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP177520(NAD 83)
 BL1521_MARKER: DR = REFERENCE MARK DISK
 BL1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1521_STAMPING: CHILDRE NO 1 1952
 BL1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1521+STABILITY: SURFACE MOTION
 BL1521
 BL1521  HISTORY     - Date     Condition        Report By
 BL1521  HISTORY     - 1952     MONUMENTED       CGS
 BL1521  HISTORY     - 1954     GOOD             NGS
 BL1521  HISTORY     - 19940820 GOOD             USPSQD
 BL1521  HISTORY     - 19991104 GOOD             USPSQD
 BL1521
 BL1521                          STATION DESCRIPTION
 BL1521
 BL1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1521'15.4 MI SE FROM NAVASOTA.
 BL1521'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1521'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1521'GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG FARM ROAD 245, THENCE 2.1
 BL1521'MILES EAST ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG A SANDY
 BL1521'TRACK ROAD, 103 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 9 FEET
 BL1521'NORTHWEST OF A 20 INCH PINE TREE, 15 FEET EAST OF THE EAST SIDE OF A
 BL1521'CEMETERY PLOT, 115.0 FEET SOUTHEAST OF TRAINGULATION STATION CHILDRE
 BL1521'1952, 27 FEET EAST OF THE MONUMENT AT THE GRAVE OF LONNIE CHILDRE, SET
 BL1521'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BL1521'GROUND.
 BL1521
 BL1521                          STATION RECOVERY (1994)
 BL1521
 BL1521'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1521'RECOVERED IN GOOD CONDITION.
 BL1521
 BL1521                          STATION RECOVERY (1999)
 BL1521
 BL1521'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1522 ***********************************************************************
 BL1522  DESIGNATION -  CHILDRE RM 2
 BL1522  PID         -  BL1522
 BL1522  STATE/COUNTY-  TX/GRIMES
 BL1522  USGS QUAD   -  STONEHAM (1961)
 BL1522
 BL1522                         *CURRENT SURVEY CONTROL
 BL1522  ___________________________________________________________________
 BL1522* NAD 83(1986)-  30 16 02.     (N)    095 56 03.     (W)     SCALED    
 BL1522* NAVD 88     -       115.31   (+/-2cm)     378.3    (feet)  VERTCON   
 BL1522  ___________________________________________________________________
 BL1522  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL1522
 BL1522  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1522
 BL1522.The horizontal coordinates were scaled from a topographic map and have
 BL1522.an estimated accuracy of +/- 6 seconds.
 BL1522
 BL1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1522.The vertical order pertains to the NGVD 29 superseded value.
 BL1522
 BL1522.The geoid height was determined by GEOID03.
 BL1522
 BL1522;                    North         East    Units  Estimated Accuracy
 BL1522;SPC TX C     - 3,074,950.    1,123,190.      MT  (+/- 180 meters Scaled)
 BL1522
 BL1522                          SUPERSEDED SURVEY CONTROL
 BL1522
 BL1522  NGVD 29 (??/??/92)  115.286  (m)          378.23   (f) ADJ UNCH    2 0
 BL1522
 BL1522.Superseded values are not recommended for survey control.
 BL1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1522.See file dsdata.txt to determine how the superseded data were derived.
 BL1522
 BL1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP177520(NAD 83)
 BL1522_MARKER: DR = REFERENCE MARK DISK
 BL1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1522_STAMPING: CHILDRE NO 2 1952
 BL1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1522+STABILITY: SURFACE MOTION
 BL1522
 BL1522  HISTORY     - Date     Condition        Report By
 BL1522  HISTORY     - 1952     MONUMENTED       CGS
 BL1522  HISTORY     - 1954     GOOD             NGS
 BL1522  HISTORY     - 19940820 GOOD             USPSQD
 BL1522  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1522
 BL1522                          STATION DESCRIPTION
 BL1522
 BL1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1522'15.4 MI SE FROM NAVASOTA.
 BL1522'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1522'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1522'GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG FARM ROAD 245, THENCE 2.1
 BL1522'MILES EAST ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG A SANDY
 BL1522'TRACK ROAD, 150 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 33 FEET
 BL1522'SOUTH OF A POWER POLE, AT THE SOUTHWEST EDGE OF A CLEARING FOR A POWER
 BL1522'LINE, 100.0 FEET WEST OF TRIANGULATION STATION CHILDRE 1952, SET IN
 BL1522'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BL1522
 BL1522                          STATION RECOVERY (1994)
 BL1522
 BL1522'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1522'RECOVERED IN GOOD CONDITION.
 BL1522
 BL1522                          STATION RECOVERY (1999)
 BL1522
 BL1522'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0580 ***********************************************************************
 EN0580  DESIGNATION -  CHILDRESS
 EN0580  PID         -  EN0580
 EN0580  STATE/COUNTY-  TX/CHILDRESS
 EN0580  USGS QUAD   -  CHILDRESS (1981)
 EN0580
 EN0580                         *CURRENT SURVEY CONTROL
 EN0580  ___________________________________________________________________
 EN0580* NAD 83(1993)-  34 26 29.13662(N)    100 13 31.69301(W)     ADJUSTED  
 EN0580* NAVD 88     -       599.516  (meters)    1966.91   (feet)  ADJUSTED  
 EN0580  ___________________________________________________________________
 EN0580  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EN0580  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EN0580  DYNAMIC HT  -         598.830 (meters)    1964.66  (feet)  COMP
 EN0580  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 EN0580
 EN0580  HORZ ORDER  -  FIRST
 EN0580  VERT ORDER  -  FIRST     CLASS II
 EN0580
 EN0580.The horizontal coordinates were established by classical geodetic methods
 EN0580.and adjusted by the National Geodetic Survey in February 1996..
 EN0580
 EN0580.The orthometric height was determined by differential leveling
 EN0580.and adjusted by the National Geodetic Survey in June 1991..
 EN0580
 EN0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0580
 EN0580.The geoid height was determined by GEOID03.
 EN0580
 EN0580.The dynamic height is computed by dividing the NAVD 88
 EN0580.geopotential number by the normal gravity value computed on the
 EN0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0580.degrees latitude (g = 980.6199 gals.).
 EN0580
 EN0580.The modeled gravity was interpolated from observed gravity values.
 EN0580
 EN0580;                    North         East     Units Scale Factor Converg.
 EN0580;SPC TX N     - 1,049,727.285   317,137.774   MT  1.00005487   +0 44 19.1
 EN0580;SPC TX N     - 3,443,980.27  1,040,476.18   sFT  1.00005487   +0 44 19.1
 EN0580;SPC TXNC     - 2,309,029.404   441,402.732   MT  1.00016705   -0 56 27.8
 EN0580;SPC TXNC     - 7,575,540.64  1,448,168.80   sFT  1.00016705   -0 56 27.8
 EN0580;UTM  14      - 3,811,783.273   387,416.107   MT  0.99975623   -0 41 35.4
 EN0580
 EN0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0580!SPC TX N     -   0.99991034  x   1.00005487  =   0.99996520
 EN0580!SPC TXNC     -   0.99991034  x   1.00016705  =   1.00007737
 EN0580!UTM  14      -   0.99991034  x   0.99975623  =   0.99966659
 EN0580
 EN0580|---------------------------------------------------------------------|
 EN0580| PID    Reference Object                     Distance      Geod. Az  |
 EN0580|                                                           dddmmss.s |
 EN0580| CX6909 CHILDRESS RM 1                       27.475 METERS 00231     |
 EN0580| CX6907 CHILDRESS AZ MK                                    0090021.8 |
 EN0580| CX6908 CHILDRESS AZ MK 2                                  0160958.9 |
 EN0580| EN0692 CHILDRESS RM 3                       24.486 METERS 08703     |
 EN0580| CX6910 CHILDRESS RM 2                       32.152 METERS 26952     |
 EN0580| CX6911 CHILDRESS RM 4                       32.141 METERS 27003     |
 EN0580|---------------------------------------------------------------------|
 EN0580
 EN0580                          SUPERSEDED SURVEY CONTROL
 EN0580
 EN0580  NAD 83(1993)-  34 26 29.13681(N)    100 13 31.69288(W) AD(       ) 1
 EN0580  NAD 83(1986)-  34 26 29.14207(N)    100 13 31.68542(W) AD(       ) 1
 EN0580  NAD 27      -  34 26 28.91717(N)    100 13 30.27164(W) AD(       ) 1
 EN0580
 EN0580.Superseded values are not recommended for survey control.
 EN0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0580.See file dsdata.txt to determine how the superseded data were derived.
 EN0580
 EN0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8741611783(NAD 83)
 EN0580_MARKER: DS = TRIANGULATION STATION DISK
 EN0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0580_SP_SET: CONCRETE POST
 EN0580_STAMPING: CHILDRESS 1935
 EN0580_MARK LOGO: CGS   
 EN0580_PROJECTION: FLUSH
 EN0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0580+STABILITY: SURFACE MOTION
 EN0580
 EN0580  HISTORY     - Date     Condition        Report By
 EN0580  HISTORY     - 1935     MONUMENTED       CGS
 EN0580  HISTORY     - 1956     GOOD             CGS
 EN0580  HISTORY     - 1958     GOOD             CGS
 EN0580  HISTORY     - 1967     GOOD             CGS
 EN0580  HISTORY     - 1973     GOOD             USAF
 EN0580  HISTORY     - 1984     GOOD             NGS
 EN0580
 EN0580                          STATION DESCRIPTION
 EN0580
 EN0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0580'STATION IS 51 FEET E OF CENTER LINE OF U.S. HIGHWAY 83 AND 0.45
 EN0580'MILE N FROM THE JUNCTION WITH U.S. HIGHWAY 370 AT THE W SIDE
 EN0580'OF CHILDRESS.  IT IS OPPOSITE RIGHT-OF-WAY POST 540+00 AND
 EN0580'THE MARK PROJECTS 8 INCHES ABOVE GROUND.
 EN0580'
 EN0580'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0580'BRONZE DISKS SET IN CONCRETE.
 EN0580'
 EN0580'REFERENCE MARK NO. 1 IS N OF STATION, 52 FEET E OF CENTER
 EN0580'LINE OF HIGHWAY AND 100 FEET S OF AN E-W FENCE.  MARK PROJECTS
 EN0580'8 INCHES ABOVE GROUND.
 EN0580'
 EN0580'REFERENCE MARK NO. 2 IS W OF STATION, IN FENCE LINE WHICH IS
 EN0580'54 FEET W OF CENTER LINE OF HIGHWAY, AND PROJECTS 6 INCHES
 EN0580'ABOVE GROUND.
 EN0580'
 EN0580'AZIMUTH MARK IS 0.8 MILE N OF STATION, IN FENCE LINE 20 FEET
 EN0580'N OF CENTER LINE OF ROAD.  MARK PROJECTS INCHES ABOVE GROUND.
 EN0580'
 EN0580'TO REACH THE AZIMUTH MARK FROM STATION, GO 0.8 MILE N ON U.S.
 EN0580'HIGHWAY 83 TO CROSS ROAD, TURN RIGHT AND GO 0.1 MILE E TO MARK
 EN0580'ON LEFT.
 EN0580'
 EN0580'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 EN0580
 EN0580                          STATION RECOVERY (1956)
 EN0580
 EN0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CHB)
 EN0580'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EN0580'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 EN0580
 EN0580                          STATION RECOVERY (1958)
 EN0580
 EN0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 EN0580'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD CONDITION.
 EN0580'THESE MARKS ARE FLUSH WITH THE SURFACE OF THE GROUND.  R.M.
 EN0580'NO. 2 IS 5 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST.  THE
 EN0580'AZIMUTH MARK COULD NOT BE FOUND.  THERE WAS NO INDICATION
 EN0580'THAT THIS MARK HAD BEEN DESTROYED UNLESS THE CENTERLINE OF
 EN0580'THE ROAD HAS BEEN MOVED TO THE SOUTH.  IT IS POSSIBLE THAT THE
 EN0580'MARK IS BELOW THE GROUND SURFACE BUT ABOUT 1 HOUR WAS SPENT
 EN0580'IN PRODDING FOR THE MARK WITHOUT RESULTS.  THE CUTS TAKEN FROM
 EN0580'THE GROUND AT STATION CHILDRESS HAS BEEN REMOVED.
 EN0580
 EN0580                          STATION RECOVERY (1967)
 EN0580
 EN0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0580'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 EN0580'AZIMUTH MARK WAS NOT RECOVERED.  REFERENCE MARK 2 APPEARED TO HAVE
 EN0580'BEEN HIT BY MACHINERY AND WAS TILTED.  THE MARK WAS RESET NEAR THE
 EN0580'SAME LOCATION AND STAMPED CHILDRESS NO 4 1935 1967.  THE
 EN0580'AZIMUTH MARK ESTABLISHED FOR CHILDRESS 1935 RM 3 WILL ALSO
 EN0580'SERVE AS AN AZIMUTH MARK FOR THIS STATION.  THE NEW STATION
 EN0580'CHILDRESS 1935 RM 3 WAS ESTABLISHED DUE TO THE PROXIMITY OF
 EN0580'OVERHEAD POWER LINES.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 EN0580'
 EN0580'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF THE CENTER OF
 EN0580'CHILDRESS, ON THE EAST RIGHT-OF-WAY OF COMBINED U.S. HIGHWAY 83 AND
 EN0580'62.
 EN0580'
 EN0580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287, 62 AND
 EN0580'83 IN THE NORTHWEST EDGE OF CHILDRESS, GO NORTH ON COMBINED U.S.
 EN0580'HIGHWAY 62 AND 83 FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 EN0580'CONTINUE NORTH ON THE HIGHWAY FOR 0.35 MILE TO A SIDE ROAD.  TURN
 EN0580'RIGHT AND GO EAST ON GRADED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK
 EN0580'ON THE LEFT.
 EN0580'
 EN0580'STATION MARK IS A STANDARD DISK, STAMPED CHILDRESS 1935, SET IN THE
 EN0580'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0580'1 INCH ABOVE THE GROUND.  IT IS 63.3 FEET SOUTH OF A POWER LINE
 EN0580'POLE, 51.0 FEET EAST OF THE CENTERLINE OF COMBINED U.S. HIGHWAY 83
 EN0580'AND 62 AND 3.8 FEET NORTH OF A WITNESS POST.
 EN0580'
 EN0580'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHILDRESS NO 1 1935, SET
 EN0580'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EN0580'FLUSH WITH THE GROUND.  IT IS 94.0 FEET NORTH OF A WITNESS POST,
 EN0580'52.3 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 23.0 FEET NORTH OF
 EN0580'A POWER LINE POLE AND ABOUT 2 FEET LOWER THAN THE STATION.
 EN0580'
 EN0580'TRIANGULATION STATION CHILDRESS 1935 RM 3 IS A STANDARD REFERENCE
 EN0580'MARK DISK, STAMPED CHILDRESS 1935 NO 3 1967, SET IN THE TOP OF A
 EN0580'ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS 15 INCHES
 EN0580'BELOW THE GROUND SURFACE.  IT IS 131.5 FEET EAST OF THE
 EN0580'CENTERLINE OF THE HIGHWAY, 127.0 FEET NORTH OF A BOARD FENCE,
 EN0580'96.5 FEET SOUTHEAST OF A POWER LINE POLE AND 80.7 FEET EAST OF A
 EN0580'WITNESS POST.  THE UNDERGROUND MARK IS 44 INCHES BELOW
 EN0580'THE GROUND SURFACE.
 EN0580'
 EN0580'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CHILDRESS NO 4 1935
 EN0580'1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EN0580'THAT IS FLUSH WITH THE GROUND.  IT IS 112.9 FEET SOUTH OF A POWER
 EN0580'LINE POLE, 106.3 FEET WEST OF THE WITNESS POST, 54.5 FEET WEST
 EN0580'OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 3 FEET LOWER THAN
 EN0580'THE STATION.
 EN0580'
 EN0580'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHILDRESS 1935 AZ 2 1967,
 EN0580'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0580'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 25.0 FEET NORTH OF THE
 EN0580'CENTERLINE OF A GRADED ROAD, 2.0 FEET WEST OF A WITNESS POST AND
 EN0580'1.0 FEET SOUTH OF A FENCE.
 EN0580'
 EN0580'RESULTS OF A SECOND ORDER TRAVERSE.
 EN0580'
 EN0580'DISTANCE BETWEEN RM 1 AND RM 4 WAS NOT MEASURED DUE TO EXTREME
 EN0580'DIFFERENCE IN ELEVATION.
 EN0580'
 EN0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 EN0580'NORTHWEST OF CHILDRESS.
 EN0580
 EN0580                          STATION RECOVERY (1973)
 EN0580
 EN0580'RECOVERY NOTE BY US AIR FORCE 1973
 EN0580'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 EN0580'THE ROUTE DESCRIPTION IS ADEQUATE EXCEPT IT STATES U.S. HIGHWAY
 EN0580'370.  THIS SHOULD READ U.S. HIGHWAY 287.  THE ROUTE DESCRIPTION
 EN0580'IS AS FOLLOWS.
 EN0580'
 EN0580'THE STATION IS 51 FEET E OF CENTER LINE OF U.S. HIGHWAY 83
 EN0580'AND 0.45 MILE NORTH FROM THE JUNCTION WITH U.S. HIGHWAY 287
 EN0580'AT THE WEST SIDE OF CHILDRESS.  IT IS FLUSH WITH THE GROUND
 EN0580'AND IS IN A ROW OF SMALL TREES NEXT TO A FENCE.
 EN0580
 EN0580                          STATION RECOVERY (1984)
 EN0580
 EN0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0580'0.8 KM (0.5 MI) NORTH FROM CHILDRESS.
 EN0580'0.8 KM (0.5 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH
 EN0580'U.S. HIGHWAY 287 AT CHILDRESS, 28.4 M (93.2 FT) NORTH OF THE CENTER OF
 EN0580'A DRIVEWAY, 19.5 M (64.0 FT) SOUTH OF A UTILITY POLE, AND 15.5 M
 EN0580'(50.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 EN0580'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST AND FENCE
 EN0580'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0750 ***********************************************************************
 DQ0750  DESIGNATION -  CHILDRESS
 DQ0750  PID         -  DQ0750
 DQ0750  STATE/COUNTY-  TX/BAILEY
 DQ0750  USGS QUAD   -  ENOCHS (1969)
 DQ0750
 DQ0750                         *CURRENT SURVEY CONTROL
 DQ0750  ___________________________________________________________________
 DQ0750* NAD 83(1993)-  33 51 39.84340(N)    102 47 46.06362(W)     ADJUSTED  
 DQ0750* NAVD 88     -      1180.6    (meters)    3873.     (feet)  VERTCON   
 DQ0750  ___________________________________________________________________
 DQ0750  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 DQ0750  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 DQ0750
 DQ0750  HORZ ORDER  -  FIRST
 DQ0750
 DQ0750.The horizontal coordinates were established by classical geodetic methods
 DQ0750.and adjusted by the National Geodetic Survey in February 1996..
 DQ0750
 DQ0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0750
 DQ0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0750
 DQ0750.The geoid height was determined by GEOID03.
 DQ0750
 DQ0750;                    North         East     Units Scale Factor Converg.
 DQ0750;SPC TXNC     - 2,251,473.865   202,579.896   MT  0.99997225   -2 20 35.1
 DQ0750;SPC TXNC     - 7,386,710.51    664,630.88   sFT  0.99997225   -2 20 35.1
 DQ0750;UTM  13      - 3,748,936.936   703,872.682   MT  1.00011241   +1 13 42.2
 DQ0750
 DQ0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0750!SPC TXNC     -   0.99981839  x   0.99997225  =   0.99979064
 DQ0750!UTM  13      -   0.99981839  x   1.00011241  =   0.99993078
 DQ0750
 DQ0750:                Primary Azimuth Mark                     Grid Az
 DQ0750:SPC TXNC     -  CHILDRESS AZ MK                          031 24 15.5
 DQ0750:UTM  13      -  CHILDRESS AZ MK                          027 49 58.2
 DQ0750
 DQ0750|---------------------------------------------------------------------|
 DQ0750| PID    Reference Object                     Distance      Geod. Az  |
 DQ0750|                                                           dddmmss.s |
 DQ0750| CJ6886 CHILDRESS AZ MK                                    0290340.4 |
 DQ0750| CJ6887 CHILDRESS RM 1                       27.932 METERS 18633     |
 DQ0750| CJ6888 CHILDRESS RM 2                       24.756 METERS 28348     |
 DQ0750|---------------------------------------------------------------------|
 DQ0750
 DQ0750                          SUPERSEDED SURVEY CONTROL
 DQ0750
 DQ0750  NAD 83(1993)-  33 51 39.84425(N)    102 47 46.06294(W) AD(       ) 1
 DQ0750  NAD 83(1986)-  33 51 39.84991(N)    102 47 46.06042(W) AD(       ) 1
 DQ0750  NAD 27      -  33 51 39.51700(N)    102 47 44.28300(W) AD(       ) 1
 DQ0750  NGVD 29 (07/19/86) 1180.1    (m)         3872.     (f) VERT ANG       
 DQ0750
 DQ0750.Superseded values are not recommended for survey control.
 DQ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0750.See file dsdata.txt to determine how the superseded data were derived.
 DQ0750
 DQ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT0387348937(NAD 83)
 DQ0750_MARKER: DS = TRIANGULATION STATION DISK
 DQ0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0750
 DQ0750  HISTORY     - Date     Condition        Report By
 DQ0750  HISTORY     - 1934     MONUMENTED       CGS
 DQ0750  HISTORY     - 1938     GOOD             CGS
 DQ0750  HISTORY     - 1959     GOOD             CGS
 DQ0750  HISTORY     - 1961     GOOD             CGS
 DQ0750
 DQ0750                          STATION DESCRIPTION
 DQ0750
 DQ0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0750'ABOUT 2 MILES SOUTHWEST OF ENOCHS, TEX., WHICH IS A SMALL
 DQ0750'VILLAGE ABOUT 26 MILES SOUTH-SOUTHWEST OF MULESHOE, IN
 DQ0750'OPEN PASTURE LAND ON SCHOOL OWNED BY CHILDRESS COUNTY, IN
 DQ0750'THE NORTHEAST PART OF LEAGUE 122, 0.55 MILE SOUTHWEST OF A
 DQ0750'FARMHOUSE, AND 0.8 MILE SOUTH OF A GRADED EAST-WEST ROAD.
 DQ0750'TO REACH FROM ENOCHS, GO WEST FROM THE LUMBER YARD ON THE
 DQ0750'MAIN, GRADED ROAD 1.8 MILES TO A TRACK ROAD ON THE LEFT,
 DQ0750'LEAVE MAIN ROAD, TURN LEFT, AND GO SOUTH ON A TRACK ROAD 0.3
 DQ0750'MILE TO A FARMHOUSE AND BUILDINGS ON THE WEST SIDE OF THE
 DQ0750'ROAD.  THE AZIMUTH MARK IS IN THE FRONT YARD OF THE FARM.
 DQ0750'CONTINUE SOUTH ON THE TRACK ROAD 0.4 MILE TO A CROSSROAD,
 DQ0750'CONTINUE 0.1 MILE, SOUTH, LEAVE ROAD, TURN RIGHT, AND GO
 DQ0750'WEST ACROSS COUNTRY 0.3 MILE TO STATION.  THE SURFACE,
 DQ0750'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET
 DQ0750'IN CONCRETE.  REFERENCE
 DQ0750'MARK NO. 1 IS 91.64 FEET FROM STATION S 06 DEG 33 MIN W,
 DQ0750'AND NO. 2 IS 81.22 FEET FROM STATION N 76 DEG 12 MIN W.
 DQ0750'THE AZIMUTH MARK IS 114 FEET SOUTHEAST OF
 DQ0750'THE SOUTHEAST CORNER OF THE ABOVE-MENTIONED FARMHOUSE,
 DQ0750'27 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH TRACK
 DQ0750'ROAD THAT PASSES TO THE EAST OF THE HOUSE, AND 0.55 MILE FROM
 DQ0750'STATION N 29 DEG 04 MIN E.
 DQ0750
 DQ0750                          STATION RECOVERY (1959)
 DQ0750
 DQ0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 DQ0750'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 DQ0750'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 DQ0750'DESCRIBED.  THE STATION, REFERENCE MARK NO. 1 AND REFERENCE
 DQ0750'MARK NO. 2 HAVE BEEN NICKED BY A PLOW.  DIRECTIONS FOR
 DQ0750'PROCEEDING TO STATION SITE ARE CORRECT.
 DQ0750
 DQ0750                          STATION RECOVERY (1961)
 DQ0750
 DQ0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 DQ0750'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DQ0750'A NEW DESCRIPTION FOLLOWS--
 DQ0750'
 DQ0750'THE STATION IS LOCATED IN A CULTIVATED FIELD, ABOUT 9 MILES
 DQ0750'NORTH-NORTHWEST OF MORTON AND ABOUT 2 MILES SOUTHWEST
 DQ0750'OF ENOCHS.
 DQ0750'
 DQ0750'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN MORTON,
 DQ0750'GO NORTH ON STATE HIGHWAY NO. 214 FOR 9.75 MILES TO THE JUNCTION
 DQ0750'OF FARM ROAD NO. 54 AT ENOCHS.  TURN LEFT AND GO WEST ON
 DQ0750'FARM ROAD NO. 54 FOR 1.65 MILES TO A SIDE ROAD ON THE LEFT.
 DQ0750'TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.3 MILE TO THE
 DQ0750'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON DIRT ROAD
 DQ0750'FOR .55 MILE TO A FENCE CORNER ON THE LEFT.  TURN RIGHT AND
 DQ0750'GO WEST ACROSS CULTIVATED FIELD FOR 0.3 MILE.  TURN RIGHT
 DQ0750'AND GO NORTH ACROSS CULTIVATED FIELD FOR 200 FEET TO THE
 DQ0750'STATION SITE.
 DQ0750'
 DQ0750'STATION MARK, A STANDARD DISK STAMPED CHILDRESS 1934, IS
 DQ0750'SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST
 DQ0750'WHICH PROJECTS 4 INCHES.  IT IS 600 FEET SOUTH OF THE NORTH
 DQ0750'EDGE OF A CULTIVATED FIELD AND 0.3 WEST OF A NORTH-SOUTH ROAD.
 DQ0750'
 DQ0750'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHILDRESS NO 1
 DQ0750'1934, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH
 DQ0750'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS SOUTHWEST OF THE
 DQ0750'STATION.
 DQ0750'
 DQ0750'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHILDRESS NO. 2
 DQ0750'1934, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH
 DQ0750'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS NORTHWEST OF THE
 DQ0750'STATION.
 DQ0750'
 DQ0750'AZIMUTH MARK, A STANDARD DISK STAMPED CHILDRESS 1934, IS SET
 DQ0750'IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST
 DQ0750'WHICH PROJECTS 2 INCHES.  IT IS 27 FEET WEST OF THE CENTER
 DQ0750'OF THE NORTH-SOUTH DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0503 ***********************************************************************
 BO0503  DESIGNATION -  CHILDRESS
 BO0503  PID         -  BO0503
 BO0503  STATE/COUNTY-  TX/CROCKETT
 BO0503  USGS QUAD   -  DOUBLE MILL DRAW NE (1967)
 BO0503
 BO0503                         *CURRENT SURVEY CONTROL
 BO0503  ___________________________________________________________________
 BO0503* NAD 83(1993)-  30 54 13.24771(N)    101 07 20.85713(W)     ADJUSTED  
 BO0503* NAVD 88     -       783.     (meters)    2569.     (feet)  SCALED    
 BO0503  ___________________________________________________________________
 BO0503  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 BO0503  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 BO0503
 BO0503  HORZ ORDER  -  FIRST
 BO0503
 BO0503.The horizontal coordinates were established by classical geodetic methods
 BO0503.and adjusted by the National Geodetic Survey in February 1996..
 BO0503
 BO0503.The orthometric height was scaled from a topographic map.
 BO0503
 BO0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0503
 BO0503.The geoid height was determined by GEOID03.
 BO0503
 BO0503;                    North         East     Units Scale Factor Converg.
 BO0503;SPC TX C     - 3,137,396.526   624,568.810   MT  0.99988319   -0 24 23.2
 BO0503;SPC TX C     -10,293,275.10  2,049,106.17   sFT  0.99988319   -0 24 23.2
 BO0503;UTM  14      - 3,420,857.539   297,151.616   MT  1.00010759   -1 05 25.7
 BO0503
 BO0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0503!SPC TX C     -   0.99988072  x   0.99988319  =   0.99976392
 BO0503!UTM  14      -   0.99988072  x   1.00010759  =   0.99998830
 BO0503
 BO0503|---------------------------------------------------------------------|
 BO0503| PID    Reference Object                     Distance      Geod. Az  |
 BO0503|                                                           dddmmss.s |
 BO0503| CH8594 CHILDRESS RM 1                       37.098 METERS 05558     |
 BO0503| CH8595 CHILDRESS RM 2                       43.425 METERS 17726     |
 BO0503| CH8593 CHILDRESS AZ MK                                    3311911.7 |
 BO0503|---------------------------------------------------------------------|
 BO0503
 BO0503                          SUPERSEDED SURVEY CONTROL
 BO0503
 BO0503  NAD 83(1986)-  30 54 13.25714(N)    101 07 20.83921(W) AD(       ) 1
 BO0503  NAD 27      -  30 54 12.64400(N)    101 07 19.44900(W) AD(       ) 1
 BO0503
 BO0503.Superseded values are not recommended for survey control.
 BO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0503.See file dsdata.txt to determine how the superseded data were derived.
 BO0503
 BO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV9715220858(NAD 83)
 BO0503_MARKER: DS = TRIANGULATION STATION DISK
 BO0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0503
 BO0503  HISTORY     - Date     Condition        Report By
 BO0503  HISTORY     - 1935     MONUMENTED       CGS
 BO0503  HISTORY     - 1937     GOOD             LOCENG
 BO0503  HISTORY     - 1943     GOOD             CGS
 BO0503  HISTORY     - 1949     GOOD             LOCENG
 BO0503  HISTORY     - 1971     GOOD             USGS
 BO0503
 BO0503                          STATION DESCRIPTION
 BO0503
 BO0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0503'STATION IS LOCATED ABOUT 13 MILES N AND 5 MILES E OF OZONA,
 BO0503'NEAR THE CENTER OF SECTION 6, BLOCK AB, 2-1/2 MILES E OF
 BO0503'PAVED HIGHWAY 163, 300 YARDS S OF A PIPE AND TELEPHONE LINE,
 BO0503'1-1/2 MILES, 15 DEGREES S OF E FROM A WINDMILL AND TANK, ON
 BO0503'THE TOP OF A RIDGE WHICH SLOPES GRADUALLY TO THE E.  ON THE
 BO0503'P.L. CHILDRESS RANCH, IN WHAT IS KNOWN AS THE DOUBLE WELLS
 BO0503'PASTURE.
 BO0503'
 BO0503'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BO0503'STANDARD BRONZE DISKS SET IN CONCRETE.
 BO0503'
 BO0503'REFERENCE MARK NO. 1 IS 37.098 METERS (121.71 FEET) NE OF
 BO0503'STATION, PROJECTING 10 INCHES.
 BO0503'
 BO0503'REFERENCE MARK NO. 2 IS 43.425 METERS (142.44 FEET) S OF
 BO0503'STATION, PROJECTING 12 INCHES.
 BO0503'
 BO0503'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE NW OF STATION, 130
 BO0503'FEET W OF RED GATE ON E-W FENCE LINE, PROJECTING ABOUT 8
 BO0503'INCHES.  IT IS REACHED BY DRIVING ACROSS PASTURE FOR 0.55 MILE TO
 BO0503'FENCE LINE AND MARK.
 BO0503'
 BO0503'STATION REACHED FROM THE JUNCTION OF U.S. HIGHWAY 67, AND
 BO0503'STATE HIGHWAY 163 IN BARNHART BY GOING S ON HIGHWAY 163 FOR
 BO0503'14.5 MILES TO A SIDE ROAD RIGHT (W) AT SIGN MIDWAY LANE.
 BO0503'(THIS SIDE ROAD MAY BE REACHED FROM THE OZONA NATIONAL BANK
 BO0503'IN OZONA BY GOING N ON HIGHWAY 163 FOR 14.05 MILES).  GO E
 BO0503'THROUGH STEEL GATE LEFT INTO PASTURE, (THIS GATE APPEARS TO BE
 BO0503'LOCKED BUT IS NOT), GO E ON RANCH ROAD FOR 1.0 MILE TO WINDMILL
 BO0503'AND TANK, GO E THROUGH GATE S OF WINDMILL.  DRIVE STRAIGHT
 BO0503'ACROSS PASTURE (NO ROAD) 15 DEGREES S OF E FOR 1.4 MILES TO
 BO0503'STATION.
 BO0503'
 BO0503'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BO0503
 BO0503                          STATION RECOVERY (1937)
 BO0503
 BO0503'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 BO0503'STATION RECOVERED BY GEOPHYSICAL RESEARCH CROP
 BO0503'
 BO0503'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BO0503
 BO0503                          STATION RECOVERY (1943)
 BO0503
 BO0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 BO0503'DESCRIPTION IS ADEQUATE.  ALL MARKS IN GOOD CONDITION.
 BO0503
 BO0503                          STATION RECOVERY (1949)
 BO0503
 BO0503'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0503'STATION RECOVERED BY MAGNOLIA PET CO
 BO0503'
 BO0503'STATION, REFERENCE, AND AZIMUTH MARKS IN GOOD CONDITION.  NEW
 BO0503'OIL ROAD (TO HUMBLE NO. 1 - ELIZ. C. MITCHAM) NOW PASSES STATION
 BO0503'ABOUT 50 FEET TO THE S.
 BO0503'
 BO0503'SUGGESTED CHANGES IN REACHING STATION FOLLOW--
 BO0503'
 BO0503'STATION REACHED FROM OZONA BY GOING N ON HIGHWAY 163 FROM THE
 BO0503'COURTHOUSE 14.2 MILES TO A T-ROAD W (MIDWAY LANE).  GO E OVER
 BO0503'CATTLE GUARD FOR 1.0 MILE TO WINDMILL, TANK, AND SECOND CATTLE
 BO0503'GUARD.  CROSS CATTLE GUARD AND FOLLOW ROAD FOR 1.5 MILES TO
 BO0503'HIGHEST POINT AND STATION.  STATION APPROXIMATELY 50 FEET
 BO0503'N OF ROAD LEADING TO HUMBLE NO. 1 MITCHAM.
 BO0503
 BO0503                          STATION RECOVERY (1971)
 BO0503
 BO0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 BO0503'FROM THE INT. STATE HWYS. 13 AND 29 ABOUT 15 MI. N. OF OZONA,
 BO0503'AND ABOUT 15 MI. S. OF BARNHART.  GO EAST ON HWY. 29 FOR
 BO0503'2.9 MI. TO T-RD. S., TURN RIGHT, GO 0.55 MI. TO FK., TURN
 BO0503'RIGHT AND GO 0.6 MI. TO R.M. 2 ON RIGHT (N. EDGE RD.) TURN
 BO0503'RIGHT, GO 150 FEET TO STATION.
 BO0503'
 BO0503'ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0688 ***********************************************************************
 EN0688  DESIGNATION -  CHILDRESS BAP CH SPIRE
 EN0688  PID         -  EN0688
 EN0688  STATE/COUNTY-  TX/CHILDRESS
 EN0688  USGS QUAD   -  CHILDRESS (1981)
 EN0688
 EN0688                         *CURRENT SURVEY CONTROL
 EN0688  ___________________________________________________________________
 EN0688* NAD 83(1993)-  34 25 29.29848(N)    100 12 28.56146(W)     ADJUSTED  
 EN0688* NAVD 88     -                                                        
 EN0688  ___________________________________________________________________
 EN0688  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 EN0688  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EN0688
 EN0688  HORZ ORDER  -  THIRD
 EN0688
 EN0688.The horizontal coordinates were established by classical geodetic methods
 EN0688.and adjusted by the National Geodetic Survey in February 1996..
 EN0688
 EN0688
 EN0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0688
 EN0688.The geoid height was determined by GEOID03.
 EN0688
 EN0688;                    North         East     Units Scale Factor Converg.
 EN0688;SPC TX N     - 1,047,904.407   318,773.506   MT  1.00005981   +0 44 55.7
 EN0688;SPC TX N     - 3,437,999.71  1,045,842.74   sFT  1.00005981   +0 44 55.7
 EN0688;UTM  14      - 3,809,920.659   389,005.299   MT  0.99975185   -0 40 58.6
 EN0688
 EN0688                          SUPERSEDED SURVEY CONTROL
 EN0688
 EN0688  NAD 83(1993)-  34 25 29.29867(N)    100 12 28.56135(W) AD(       ) 4
 EN0688  NAD 83(1986)-  34 25 29.30398(N)    100 12 28.55361(W) AD(       ) 4
 EN0688  NAD 27      -  34 25 29.07703(N)    100 12 27.14172(W) AD(       ) 3
 EN0688
 EN0688.Superseded values are not recommended for survey control.
 EN0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0688.See file dsdata.txt to determine how the superseded data were derived.
 EN0688
 EN0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8900509921(NAD 83)
 EN0688_MARKER: 90 = CHURCH SPIRE
 EN0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EN0688+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 EN0688
 EN0688  HISTORY     - Date     Condition        Report By
 EN0688  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0688  HISTORY     - 20050519 GOOD             USPSQD
 EN0688
 EN0688                          STATION DESCRIPTION
 EN0688
 EN0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0688'THE STATION IS THE CENTER OF THE TOP OF A 70 FOOT HIGH WHITE SPIRE,
 EN0688'LOCATED AT THE INTERSECTION OF 3RD AVENUE NORTHWEST AND 8TH AVENUE.
 EN0688
 EN0688                          STATION RECOVERY (2005)
 EN0688
 EN0688'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EN0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0072 ***********************************************************************
 EN0072  DESIGNATION -  CHILDRESS BM
 EN0072  PID         -  EN0072
 EN0072  STATE/COUNTY-  TX/CHILDRESS
 EN0072  USGS QUAD   -  CHILDRESS (1981)
 EN0072
 EN0072                         *CURRENT SURVEY CONTROL
 EN0072  ___________________________________________________________________
 EN0072* NAD 83(1986)-  34 25 29.     (N)    100 12 24.     (W)     SCALED    
 EN0072* NAVD 88     -       572.932  (meters)    1879.69   (feet)  ADJUSTED  
 EN0072  ___________________________________________________________________
 EN0072  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 EN0072  DYNAMIC HT  -         572.278 (meters)    1877.55  (feet)  COMP
 EN0072  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 EN0072
 EN0072  VERT ORDER  -  FIRST     CLASS II
 EN0072
 EN0072.The horizontal coordinates were scaled from a topographic map and have
 EN0072.an estimated accuracy of +/- 6 seconds.
 EN0072
 EN0072.The orthometric height was determined by differential leveling
 EN0072.and adjusted by the National Geodetic Survey in June 1991..
 EN0072
 EN0072.The geoid height was determined by GEOID03.
 EN0072
 EN0072.The dynamic height is computed by dividing the NAVD 88
 EN0072.geopotential number by the normal gravity value computed on the
 EN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0072.degrees latitude (g = 980.6199 gals.).
 EN0072
 EN0072.The modeled gravity was interpolated from observed gravity values.
 EN0072
 EN0072;                    North         East    Units  Estimated Accuracy
 EN0072;SPC TX N     - 1,047,900.      318,890.      MT  (+/- 180 meters Scaled)
 EN0072
 EN0072                          SUPERSEDED SURVEY CONTROL
 EN0072
 EN0072  NGVD 29 (??/??/92)  572.64   (m)         1878.7    (f) COMPUTED    1 2
 EN0072
 EN0072.Superseded values are not recommended for survey control.
 EN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0072.See file dsdata.txt to determine how the superseded data were derived.
 EN0072
 EN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD891099(NAD 83)
 EN0072_MARKER: DB = BENCH MARK DISK
 EN0072_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EN0072_STAMPING: CHILDRESS 1933
 EN0072_MARK LOGO: CGS   
 EN0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0072+STABILITY: POSITION/ELEVATION WELL
 EN0072
 EN0072  HISTORY     - Date     Condition        Report By
 EN0072  HISTORY     - 1932     MONUMENTED       CGS
 EN0072  HISTORY     - 1958     GOOD             NGS
 EN0072  HISTORY     - 1984     GOOD             NGS
 EN0072  HISTORY     - 20050519 GOOD             USPSQD
 EN0072
 EN0072                          STATION DESCRIPTION
 EN0072
 EN0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EN0072'IN CHILDRESS.
 EN0072'SET ON LEDGE SOUTH OF EAST ENTRANCE TO MUNICIPAL BUILDING.  NOTE--
 EN0072'ONLY DESCRIPTION AVAILABLE.
 EN0072
 EN0072                          STATION RECOVERY (1958)
 EN0072
 EN0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0072'RECOVERED IN GOOD CONDITION.
 EN0072
 EN0072                          STATION RECOVERY (1984)
 EN0072
 EN0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0072'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 EN0072'CHILDRESS, AT THE INTERSECTION OF COMMERCE STREET AND D AVENUE, SET IN
 EN0072'THE LEDGE ALONG THE SOUTHEAST SIDE OF THE MUNICIPAL BUILDING, 30.3 M
 EN0072'(99.4 FT) SOUTHWEST OF THE CENTER OF D AVENUE, 15.9 M (52.2 FT)
 EN0072'NORTHWEST OF THE CENTERLINE OF COMMERCE STREET, AND 3.9 M (12.8 FT)
 EN0072'SOUTHWEST OF THE CENTER OF THE MAIN ENTRANCE TO THE BUILDING.
 EN0072'STAMPING--CHILDRESS 1932 1878.763.
 EN0072'THE MARK IS 0.3 M ABOVE THE STREETS.
 EN0072
 EN0072                          STATION RECOVERY (2005)
 EN0072
 EN0072'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EN0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9781 ***********************************************************************
 DG9781  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9781  DESIGNATION -  CHILDRESS CORS ARP
 DG9781  CORS_ID     -  TXCH
 DG9781  PID         -  DG9781
 DG9781  STATE/COUNTY-  TX/CHILDRESS
 DG9781  USGS QUAD   -  CAREY (1981)
 DG9781
 DG9781                         *CURRENT SURVEY CONTROL
 DG9781  ___________________________________________________________________
 DG9781* NAD 83(CORS)-  34 27 34.54597(N)    100 16 41.77333(W)     ADJUSTED  
 DG9781* NAVD 88     -                                                        
 DG9781  ___________________________________________________________________
 DG9781  EPOCH DATE  -        2002.00
 DG9781  X           -    -939,437.318 (meters)                     COMP
 DG9781  Y           -  -5,180,557.236 (meters)                     COMP
 DG9781  Z           -   3,588,917.009 (meters)                     COMP
 DG9781  ELLIP HEIGHT-         565.08  (meters)          (04/??/05) GPS OBS
 DG9781  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DG9781
 DG9781  HORZ ORDER  -  SPECIAL (CORS)
 DG9781  ELLP ORDER  -  SPECIAL (CORS)
 DG9781
 DG9781.ITRF positions are available for this station.
 DG9781.The coordinates were established by GPS observations
 DG9781.and adjusted by the National Geodetic Survey in April 2005..
 DG9781.The coordinates are valid at the epoch date displayed above.
 DG9781.The epoch date for horizontal control is a decimal equivalence
 DG9781.of Year/Month/Day.
 DG9781
 DG9781
 DG9781.The PID for the CORS L1 Phase Center is DG9782.
 DG9781
 DG9781.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9781
 DG9781.The ellipsoidal height was determined by GPS observations
 DG9781.and is referenced to NAD 83.
 DG9781
 DG9781.The geoid height was determined by GEOID03.
 DG9781
 DG9781;                    North         East     Units Scale Factor Converg.
 DG9781;SPC TX N     - 1,051,681.499   312,260.439   MT  1.00004957   +0 42 28.9
 DG9781;SPC TX N     - 3,450,391.72  1,024,474.46   sFT  1.00004957   +0 42 28.9
 DG9781
 DG9781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9781!SPC TX N     -   0.99991130  x   1.00004957  =   0.99996087
 DG9781
 DG9781                          SUPERSEDED SURVEY CONTROL
 DG9781
 DG9781.No superseded survey control is available for this station.
 DG9781
 DG9781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8259113858(NAD 83)
 DG9781_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9781
 DG9781                          STATION DESCRIPTION
 DG9781
 DG9781'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9781'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9781'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9781'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9781'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9781'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9782 ***********************************************************************
 DG9782  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9782  DESIGNATION -  CHILDRESS CORS L1 PHASE CENTER
 DG9782  CORS_ID     -  TXCH
 DG9782  PID         -  DG9782
 DG9782  STATE/COUNTY-  TX/CHILDRESS
 DG9782  USGS QUAD   -  CAREY (1981)
 DG9782
 DG9782                         *CURRENT SURVEY CONTROL
 DG9782  ___________________________________________________________________
 DG9782* NAD 83(CORS)-  34 27 34.54598(N)    100 16 41.77331(W)     ADJUSTED  
 DG9782* NAVD 88     -                                                        
 DG9782  ___________________________________________________________________
 DG9782  EPOCH DATE  -        2002.00
 DG9782  X           -    -939,437.328 (meters)                     COMP
 DG9782  Y           -  -5,180,557.293 (meters)                     COMP
 DG9782  Z           -   3,588,917.049 (meters)                     COMP
 DG9782  ELLIP HEIGHT-         565.15  (meters)          (04/??/05) GPS OBS
 DG9782  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DG9782
 DG9782  HORZ ORDER  -  SPECIAL (CORS)
 DG9782  ELLP ORDER  -  SPECIAL (CORS)
 DG9782
 DG9782.ITRF positions are available for this station.
 DG9782.The coordinates were established by GPS observations
 DG9782.and adjusted by the National Geodetic Survey in April 2005..
 DG9782.The coordinates are valid at the epoch date displayed above.
 DG9782.The epoch date for horizontal control is a decimal equivalence
 DG9782.of Year/Month/Day.
 DG9782
 DG9782
 DG9782.The PID for the CORS ARP is DG9781.
 DG9782
 DG9782.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9782
 DG9782.The ellipsoidal height was determined by GPS observations
 DG9782.and is referenced to NAD 83.
 DG9782
 DG9782.The geoid height was determined by GEOID03.
 DG9782
 DG9782;                    North         East     Units Scale Factor Converg.
 DG9782;SPC TX N     - 1,051,681.499   312,260.439   MT  1.00004957   +0 42 28.9
 DG9782;SPC TX N     - 3,450,391.72  1,024,474.46   sFT  1.00004957   +0 42 28.9
 DG9782
 DG9782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9782!SPC TX N     -   0.99991129  x   1.00004957  =   0.99996086
 DG9782
 DG9782                          SUPERSEDED SURVEY CONTROL
 DG9782
 DG9782.No superseded survey control is available for this station.
 DG9782
 DG9782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8259113858(NAD 83)
 DG9782_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9782
 DG9782                          STATION DESCRIPTION
 DG9782
 DG9782'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9782'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9782'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9782'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9782'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9782'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0687 ***********************************************************************
 EN0687  DESIGNATION -  CHILDRESS COURTHOUSE FLUE
 EN0687  PID         -  EN0687
 EN0687  STATE/COUNTY-  TX/CHILDRESS
 EN0687  USGS QUAD   -  CHILDRESS (1981)
 EN0687
 EN0687                         *CURRENT SURVEY CONTROL
 EN0687  ___________________________________________________________________
 EN0687* NAD 83(1993)-  34 25 34.37290(N)    100 12 18.89166(W)     ADJUSTED  
 EN0687* NAVD 88     -                                                        
 EN0687  ___________________________________________________________________
 EN0687  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 EN0687  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 EN0687
 EN0687  HORZ ORDER  -  THIRD
 EN0687
 EN0687.The horizontal coordinates were established by classical geodetic methods
 EN0687.and adjusted by the National Geodetic Survey in February 1996..
 EN0687
 EN0687
 EN0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0687
 EN0687.The geoid height was determined by GEOID03.
 EN0687
 EN0687;                    North         East     Units Scale Factor Converg.
 EN0687;SPC TX N     - 1,048,063.996   319,018.360   MT  1.00005938   +0 45 01.3
 EN0687;SPC TX N     - 3,438,523.29  1,046,646.07   sFT  1.00005938   +0 45 01.3
 EN0687;UTM  14      - 3,810,074.033   389,253.988   MT  0.99975117   -0 40 53.2
 EN0687
 EN0687                          SUPERSEDED SURVEY CONTROL
 EN0687
 EN0687  NAD 83(1993)-  34 25 34.37311(N)    100 12 18.89158(W) AD(       ) 4
 EN0687  NAD 83(1986)-  34 25 34.37839(N)    100 12 18.88382(W) AD(       ) 4
 EN0687  NAD 27      -  34 25 34.15176(N)    100 12 17.47245(W) AD(       ) 3
 EN0687
 EN0687.Superseded values are not recommended for survey control.
 EN0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0687.See file dsdata.txt to determine how the superseded data were derived.
 EN0687
 EN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8925410074(NAD 83)
 EN0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0687+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 EN0687
 EN0687  HISTORY     - Date     Condition        Report By
 EN0687  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0687  HISTORY     - 20040806 GOOD             USPSQD
 EN0687
 EN0687                          STATION DESCRIPTION
 EN0687
 EN0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0687'THE STATION IS THE CENTER OF THE TOP OF A CONCRETE FLUE THAT EXTENDS
 EN0687'ABOUT 15 FEET ABOVE THE NORTHWEST CORNER OF THE ROOF OF THE
 EN0687'BUILDING, THE OVERALL HEIGHT BEING APPROXIMATELY 90 FEET.  IT IS
 EN0687'LOCATED ON THE SOUTH SIDE OF U. S. HIGHWAY 287 AND AT THE NORTH
 EN0687'EDGE OF THE BUSINESS DISTRICT.
 EN0687
 EN0687                          STATION RECOVERY (2004)
 EN0687
 EN0687'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 EN0687'RECOVERED AS DESCRIBED.  THE COURT HOUSE IS LOCATED ATT THE CORNER OF
 EN0687'US287 AND COMMERCE ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0682 ***********************************************************************
 EN0682  DESIGNATION -  CHILDRESS G L OIL CO DERRICK
 EN0682  PID         -  EN0682
 EN0682  STATE/COUNTY-  TX/CHILDRESS
 EN0682  USGS QUAD   -  CHILDRESS (1981)
 EN0682
 EN0682                         *CURRENT SURVEY CONTROL
 EN0682  ___________________________________________________________________
 EN0682* NAD 83(1993)-  34 24 46.28184(N)    100 09 59.02872(W)     ADJUSTED  
 EN0682* NAVD 88     -                                                        
 EN0682  ___________________________________________________________________
 EN0682  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 EN0682  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 EN0682
 EN0682  HORZ ORDER  -  THIRD
 EN0682
 EN0682.The horizontal coordinates were established by classical geodetic methods
 EN0682.and adjusted by the National Geodetic Survey in February 1996..
 EN0682
 EN0682
 EN0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0682
 EN0682.The geoid height was determined by GEOID03.
 EN0682
 EN0682;                    North         East     Units Scale Factor Converg.
 EN0682;SPC TX N     - 1,046,629.640   322,609.446   MT  1.00006340   +0 46 22.3
 EN0682;SPC TX N     - 3,433,817.41  1,058,427.82   sFT  1.00006340   +0 46 22.3
 EN0682;UTM  14      - 3,808,550.863   392,806.987   MT  0.99974163   -0 39 33.3
 EN0682
 EN0682                          SUPERSEDED SURVEY CONTROL
 EN0682
 EN0682  NAD 83(1993)-  34 24 46.28205(N)    100 09 59.02860(W) AD(       ) 4
 EN0682  NAD 83(1986)-  34 24 46.28737(N)    100 09 59.02077(W) AD(       ) 4
 EN0682  NAD 27      -  34 24 46.05924(N)    100 09 57.62287(W) AD(       ) 3
 EN0682
 EN0682.Superseded values are not recommended for survey control.
 EN0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0682.See file dsdata.txt to determine how the superseded data were derived.
 EN0682
 EN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9280708551(NAD 83)
 EN0682
 EN0682  HISTORY     - Date     Condition        Report By
 EN0682  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0682
 EN0682                          STATION DESCRIPTION
 EN0682
 EN0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0682'THE STATION IS THE CENTER OF THE TOP OF A 94 FOOT HIGH STEEL
 EN0682'DERRICK.  A SERVICE STATION BUILDING SURROUNDS THE BASE OF THE
 EN0682'DERRICK.  IT IS LOCATED ABOUT 2-1/2 MILES EAST-SOUTHEAST OF
 EN0682'CHILDRESS AND ABOUT 150 FEET SOUTH OF U. S. HIGHWAY 287.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0716 ***********************************************************************
 EN0716  DESIGNATION -  CHILDRESS MUN AIRPORT BCN
 EN0716  PID         -  EN0716
 EN0716  STATE/COUNTY-  TX/CHILDRESS
 EN0716  USGS QUAD   -  CAREY (1981)
 EN0716
 EN0716                         *CURRENT SURVEY CONTROL
 EN0716  ___________________________________________________________________
 EN0716* NAD 83(1993)-  34 25 58.06963(N)    100 16 56.93300(W)     ADJUSTED  
 EN0716* NAVD 88     -                                                        
 EN0716  ___________________________________________________________________
 EN0716  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 EN0716  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 EN0716
 EN0716  HORZ ORDER  -  THIRD
 EN0716
 EN0716.This mark is at Childress Muni (CDS) Airport (CDS)
 EN0716
 EN0716.The horizontal coordinates were established by classical geodetic methods
 EN0716.and adjusted by the National Geodetic Survey in February 1996..
 EN0716
 EN0716
 EN0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0716
 EN0716.The geoid height was determined by GEOID03.
 EN0716
 EN0716;                    North         East     Units Scale Factor Converg.
 EN0716;SPC TX N     - 1,048,703.968   311,910.134   MT  1.00005742   +0 42 20.1
 EN0716;SPC TX N     - 3,440,622.94  1,023,325.16   sFT  1.00005742   +0 42 20.1
 EN0716;UTM  14      - 3,810,891.116   382,166.073   MT  0.99977115   -0 43 30.9
 EN0716
 EN0716                          SUPERSEDED SURVEY CONTROL
 EN0716
 EN0716  NAD 83(1993)-  34 25 58.06965(N)    100 16 56.93300(W) AD(       ) 4
 EN0716  NAD 83(1986)-  34 25 58.07506(N)    100 16 56.92520(W) AD(       ) 4
 EN0716  NAD 27      -  34 25 57.85106(N)    100 16 55.50273(W) AD(       ) 3
 EN0716
 EN0716.Superseded values are not recommended for survey control.
 EN0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0716.See file dsdata.txt to determine how the superseded data were derived.
 EN0716
 EN0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8216610891(NAD 83)
 EN0716_MARKER: 21 = AIRPORT BEACON
 EN0716
 EN0716  HISTORY     - Date     Condition        Report By
 EN0716  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0716
 EN0716                          STATION DESCRIPTION
 EN0716
 EN0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0716'THE STATION IS THE CENTER OF THE BASE OF BEACON, LOCATED ABOUT 4
 EN0716'MILES WEST OF CHILDRESS AND ABOUT 100 YARDS SOUTHWEST OF THE F. A. A.
 EN0716'BUILDING.
 EN0716'
 EN0716'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION AIRPORT, THE
 EN0716'DISTANCE BEING 46.04 FEET, 14.032 METERS SOUTH OF STATION AIRPORT.
 EN0716'
 EN0716'THE OVERALL HEIGHT OF THE STEEL TOWER MOUNTING THE BEACON IS
 EN0716'APPROXIMATELY 50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0690 ***********************************************************************
 EN0690  DESIGNATION -  CHILDRESS MUN TANK
 EN0690  PID         -  EN0690
 EN0690  STATE/COUNTY-  TX/CHILDRESS
 EN0690  USGS QUAD   -  CHILDRESS (1981)
 EN0690
 EN0690                         *CURRENT SURVEY CONTROL
 EN0690  ___________________________________________________________________
 EN0690* NAD 83(1993)-  34 26 15.46947(N)    100 12 53.49717(W)     ADJUSTED  
 EN0690* NAVD 88     -                                                        
 EN0690  ___________________________________________________________________
 EN0690  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 EN0690  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EN0690
 EN0690  HORZ ORDER  -  THIRD
 EN0690
 EN0690.The horizontal coordinates were established by classical geodetic methods
 EN0690.and adjusted by the National Geodetic Survey in February 1996..
 EN0690
 EN0690
 EN0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0690
 EN0690.The geoid height was determined by GEOID03.
 EN0690
 EN0690;                    North         East     Units Scale Factor Converg.
 EN0690;SPC TX N     - 1,049,318.781   318,118.320   MT  1.00005599   +0 44 41.2
 EN0690;SPC TX N     - 3,442,640.03  1,043,693.19   sFT  1.00005599   +0 44 41.2
 EN0690;UTM  14      - 3,811,350.525   388,385.847   MT  0.99975355   -0 41 13.5
 EN0690
 EN0690                          SUPERSEDED SURVEY CONTROL
 EN0690
 EN0690  NAD 83(1993)-  34 26 15.46966(N)    100 12 53.49704(W) AD(       ) 4
 EN0690  NAD 83(1986)-  34 26 15.47501(N)    100 12 53.48933(W) AD(       ) 4
 EN0690  NAD 27      -  34 26 15.24946(N)    100 12 52.07744(W) AD(       ) 3
 EN0690
 EN0690.Superseded values are not recommended for survey control.
 EN0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0690.See file dsdata.txt to determine how the superseded data were derived.
 EN0690
 EN0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8838611351(NAD 83)
 EN0690_MARKER: 53 = ELEVATED TANK
 EN0690
 EN0690  HISTORY     - Date     Condition        Report By
 EN0690  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0690
 EN0690                          STATION DESCRIPTION
 EN0690
 EN0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0690'THE STATION IS THE CENTER OF THE TOP OF A 90 FOOT HIGH ELEVATED TANK
 EN0690'SUPPORTED BY 8 STEEL LEGS, LOCATED AT THE NORTHWEST EDGE OF TOWN AND
 EN0690'AT THE INTERSECTION OF AVENUE L AND 13TH STREET NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0684 ***********************************************************************
 EN0684  DESIGNATION -  CHILDRESS RAD STA KDG 262 MAST
 EN0684  PID         -  EN0684
 EN0684  STATE/COUNTY-  TX/CHILDRESS
 EN0684  USGS QUAD   -  CHILDRESS (1981)
 EN0684
 EN0684                         *CURRENT SURVEY CONTROL
 EN0684  ___________________________________________________________________
 EN0684* NAD 83(1993)-  34 25 11.07161(N)    100 11 17.68579(W)     ADJUSTED  
 EN0684* NAVD 88     -                                                        
 EN0684  ___________________________________________________________________
 EN0684  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EN0684  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 EN0684
 EN0684  HORZ ORDER  -  THIRD
 EN0684
 EN0684.The horizontal coordinates were established by classical geodetic methods
 EN0684.and adjusted by the National Geodetic Survey in February 1996..
 EN0684
 EN0684
 EN0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0684
 EN0684.The geoid height was determined by GEOID03.
 EN0684
 EN0684;                    North         East     Units Scale Factor Converg.
 EN0684;SPC TX N     - 1,047,366.614   320,590.648   MT  1.00006133   +0 45 36.8
 EN0684;SPC TX N     - 3,436,235.30  1,051,804.48   sFT  1.00006133   +0 45 36.8
 EN0684;UTM  14      - 3,809,337.809   390,807.874   MT  0.99974696   -0 40 18.2
 EN0684
 EN0684                          SUPERSEDED SURVEY CONTROL
 EN0684
 EN0684  NAD 83(1993)-  34 25 11.07184(N)    100 11 17.68573(W) AD(       ) 4
 EN0684  NAD 83(1986)-  34 25 11.07714(N)    100 11 17.67795(W) AD(       ) 4
 EN0684  NAD 27      -  34 25 10.84742(N)    100 11 16.26978(W) AD(       ) 3
 EN0684
 EN0684.Superseded values are not recommended for survey control.
 EN0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0684.See file dsdata.txt to determine how the superseded data were derived.
 EN0684
 EN0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9080809338(NAD 83)
 EN0684_MARKER: 42 = RADIO/TV MAST
 EN0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EN0684+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 EN0684
 EN0684  HISTORY     - Date     Condition        Report By
 EN0684  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0684  HISTORY     - 20050519 GOOD             USPSQD
 EN0684
 EN0684                          STATION DESCRIPTION
 EN0684
 EN0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0684'THE STATION IS THE CENTER OF THE TOP OF A 310 FOOT HIGH STEEL MAST,
 EN0684'LOCATED ABOUT 1 MILE EAST OF THE CENTER OF TOWN AND ABOUT 200 FEET
 EN0684'SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 287.
 EN0684
 EN0684                          STATION RECOVERY (2005)
 EN0684
 EN0684'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EN0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0685 ***********************************************************************
 EN0685  DESIGNATION -  CHILDRESS RAD STA KKB 926 MAST
 EN0685  PID         -  EN0685
 EN0685  STATE/COUNTY-  TX/CHILDRESS
 EN0685  USGS QUAD   -  CHILDRESS (1981)
 EN0685
 EN0685                         *CURRENT SURVEY CONTROL
 EN0685  ___________________________________________________________________
 EN0685* NAD 83(1993)-  34 24 33.08326(N)    100 12 11.33978(W)     ADJUSTED  
 EN0685* NAVD 88     -                                                        
 EN0685  ___________________________________________________________________
 EN0685  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 EN0685  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EN0685
 EN0685  HORZ ORDER  -  THIRD
 EN0685
 EN0685.The horizontal coordinates were established by classical geodetic methods
 EN0685.and adjusted by the National Geodetic Survey in February 1996..
 EN0685
 EN0685
 EN0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0685
 EN0685.The geoid height was determined by GEOID03.
 EN0685
 EN0685;                    North         East     Units Scale Factor Converg.
 EN0685;SPC TX N     - 1,046,177.998   319,235.956   MT  1.00006452   +0 45 05.7
 EN0685;SPC TX N     - 3,432,335.65  1,047,359.97   sFT  1.00006452   +0 45 05.7
 EN0685;UTM  14      - 3,808,183.774   389,424.341   MT  0.99975071   -0 40 47.9
 EN0685
 EN0685                          SUPERSEDED SURVEY CONTROL
 EN0685
 EN0685  NAD 83(1993)-  34 24 33.08346(N)    100 12 11.33970(W) AD(       ) 4
 EN0685  NAD 83(1986)-  34 24 33.08876(N)    100 12 11.33197(W) AD(       ) 4
 EN0685  NAD 27      -  34 24 32.86001(N)    100 12 09.92141(W) AD(       ) 3
 EN0685
 EN0685.Superseded values are not recommended for survey control.
 EN0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0685.See file dsdata.txt to determine how the superseded data were derived.
 EN0685
 EN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8942408184(NAD 83)
 EN0685_MARKER: 42 = RADIO/TV MAST
 EN0685
 EN0685  HISTORY     - Date     Condition        Report By
 EN0685  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0685  HISTORY     - 20050519 MARK NOT FOUND   USPSQD
 EN0685
 EN0685                          STATION DESCRIPTION
 EN0685
 EN0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0685'THE STATION IS THE CENTER OF THE TOP OF A 193 FOOT HIGH STEEL MAST,
 EN0685'LOCATED ABOUT 300 FEET NORTHEAST OF THE INTERSECTION OF 9TH STREET
 EN0685'SOUTHEAST AND AVENUE J SOUTHEAST AND ABOUT 250 YARDS
 EN0685'NORTH-NORTHEAST OF THE CHILDRESS VUMORE TV, MAST.
 EN0685
 EN0685                          STATION RECOVERY (2005)
 EN0685
 EN0685'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EN0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0691 ***********************************************************************
 EN0691  DESIGNATION -  CHILDRESS RAD STA KKR 794 MAST
 EN0691  PID         -  EN0691
 EN0691  STATE/COUNTY-  TX/CHILDRESS
 EN0691  USGS QUAD   -  CHILDRESS (1981)
 EN0691
 EN0691                         *CURRENT SURVEY CONTROL
 EN0691  ___________________________________________________________________
 EN0691* NAD 83(1993)-  34 26 05.73651(N)    100 13 20.22479(W)     ADJUSTED  
 EN0691* NAVD 88     -                                                        
 EN0691  ___________________________________________________________________
 EN0691  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 EN0691  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EN0691
 EN0691  HORZ ORDER  -  THIRD
 EN0691
 EN0691.The horizontal coordinates were established by classical geodetic methods
 EN0691.and adjusted by the National Geodetic Survey in February 1996..
 EN0691
 EN0691
 EN0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0691
 EN0691.The geoid height was determined by GEOID03.
 EN0691
 EN0691;                    North         East     Units Scale Factor Converg.
 EN0691;SPC TX N     - 1,049,010.033   317,439.856   MT  1.00005679   +0 44 25.7
 EN0691;SPC TX N     - 3,441,627.08  1,041,467.26   sFT  1.00005679   +0 44 25.7
 EN0691;UTM  14      - 3,811,058.915   387,700.088   MT  0.99975545   -0 41 28.5
 EN0691
 EN0691                          SUPERSEDED SURVEY CONTROL
 EN0691
 EN0691  NAD 83(1993)-  34 26 05.73667(N)    100 13 20.22464(W) AD(       ) 4
 EN0691  NAD 83(1986)-  34 26 05.74197(N)    100 13 20.21692(W) AD(       ) 4
 EN0691  NAD 27      -  34 26 05.51634(N)    100 13 18.80359(W) AD(       ) 3
 EN0691
 EN0691.Superseded values are not recommended for survey control.
 EN0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0691.See file dsdata.txt to determine how the superseded data were derived.
 EN0691
 EN0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8770011059(NAD 83)
 EN0691_MARKER: 42 = RADIO/TV MAST
 EN0691
 EN0691  HISTORY     - Date     Condition        Report By
 EN0691  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0691
 EN0691                          STATION DESCRIPTION
 EN0691
 EN0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0691'THE STATION IS THE CENTER OF THE TOP OF A 300 FOOT HIGH STEEL MAST
 EN0691'WITH A RED LIGHT ON THE TOP, LOCATED ABOUT 3/4 MILE WEST OF THE
 EN0691'CENTER OF TOWN, 0.1 MILE NORTH OF U.S. HIGHWAY 287 AND IN THE
 EN0691'NORTHWEST ANGLE OF THE INTERSECTION OF AVENUE F AND 17TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0693 ***********************************************************************
 EN0693  DESIGNATION -  CHILDRESS RAD STA KAA 251 MAST
 EN0693  PID         -  EN0693
 EN0693  STATE/COUNTY-  TX/CHILDRESS
 EN0693  USGS QUAD   -  CHILDRESS (1981)
 EN0693
 EN0693                         *CURRENT SURVEY CONTROL
 EN0693  ___________________________________________________________________
 EN0693* NAD 83(1993)-  34 25 52.10927(N)    100 13 40.51880(W)     ADJUSTED  
 EN0693* NAVD 88     -                                                        
 EN0693  ___________________________________________________________________
 EN0693  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EN0693  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 EN0693
 EN0693  HORZ ORDER  -  THIRD
 EN0693
 EN0693.The horizontal coordinates were established by classical geodetic methods
 EN0693.and adjusted by the National Geodetic Survey in February 1996..
 EN0693
 EN0693
 EN0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0693
 EN0693.The geoid height was determined by GEOID03.
 EN0693
 EN0693;                    North         East     Units Scale Factor Converg.
 EN0693;SPC TX N     - 1,048,583.453   316,927.148   MT  1.00005791   +0 44 14.0
 EN0693;SPC TX N     - 3,440,227.55  1,039,785.15   sFT  1.00005791   +0 44 14.0
 EN0693;UTM  14      - 3,810,645.402   387,177.040   MT  0.99975690   -0 41 39.7
 EN0693
 EN0693                          SUPERSEDED SURVEY CONTROL
 EN0693
 EN0693  NAD 83(1993)-  34 25 52.10943(N)    100 13 40.51868(W) AD(       ) 4
 EN0693  NAD 83(1986)-  34 25 52.11474(N)    100 13 40.51096(W) AD(       ) 4
 EN0693  NAD 27      -  34 25 51.88869(N)    100 13 39.09723(W) AD(       ) 3
 EN0693
 EN0693.Superseded values are not recommended for survey control.
 EN0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0693.See file dsdata.txt to determine how the superseded data were derived.
 EN0693
 EN0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8717710645(NAD 83)
 EN0693_MARKER: 42 = RADIO/TV MAST
 EN0693
 EN0693  HISTORY     - Date     Condition        Report By
 EN0693  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0693
 EN0693                          STATION DESCRIPTION
 EN0693
 EN0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0693'THE STATION IS THE CENTER OF THE TOP OF A 150 FOOT HIGH STEEL MAST,
 EN0693'LOCATED 1.7 MILES WEST OF THE CENTER OF TOWN, 0.1 WEST OF U. S.
 EN0693'HIGHWAY 62-83 AND 0.2 MILE SOUTH OF THE JUNCTION OF U. S. HIGHWAYS
 EN0693'287 AND 62-83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0694 ***********************************************************************
 EN0694  DESIGNATION -  CHILDRESS RAD STA KCTX MAST
 EN0694  PID         -  EN0694
 EN0694  STATE/COUNTY-  TX/CHILDRESS
 EN0694  USGS QUAD   -  CHILDRESS (1981)
 EN0694
 EN0694                         *CURRENT SURVEY CONTROL
 EN0694  ___________________________________________________________________
 EN0694* NAD 83(1993)-  34 25 28.48599(N)    100 13 48.13165(W)     ADJUSTED  
 EN0694* NAVD 88     -                                                        
 EN0694  ___________________________________________________________________
 EN0694  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 EN0694  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 EN0694
 EN0694  HORZ ORDER  -  THIRD
 EN0694
 EN0694.The horizontal coordinates were established by classical geodetic methods
 EN0694.and adjusted by the National Geodetic Survey in February 1996..
 EN0694
 EN0694
 EN0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0694
 EN0694.The geoid height was determined by GEOID03.
 EN0694
 EN0694;                    North         East     Units Scale Factor Converg.
 EN0694;SPC TX N     - 1,047,853.045   316,742.132   MT  1.00005987   +0 44 09.6
 EN0694;SPC TX N     - 3,437,831.20  1,039,178.14   sFT  1.00005987   +0 44 09.6
 EN0694;UTM  14      - 3,809,920.063   386,973.896   MT  0.99975746   -0 41 43.6
 EN0694
 EN0694                          SUPERSEDED SURVEY CONTROL
 EN0694
 EN0694  NAD 83(1993)-  34 25 28.48615(N)    100 13 48.13154(W) AD(       ) 4
 EN0694  NAD 83(1986)-  34 25 28.49146(N)    100 13 48.12382(W) AD(       ) 4
 EN0694  NAD 27      -  34 25 28.26593(N)    100 13 46.70973(W) AD(       ) 3
 EN0694
 EN0694.Superseded values are not recommended for survey control.
 EN0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0694.See file dsdata.txt to determine how the superseded data were derived.
 EN0694
 EN0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8697409920(NAD 83)
 EN0694_MARKER: 42 = RADIO/TV MAST
 EN0694
 EN0694  HISTORY     - Date     Condition        Report By
 EN0694  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0694
 EN0694                          STATION DESCRIPTION
 EN0694
 EN0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0694'THE STATION IS THE CENTER OF THE TOP OF A 185 FOOT HIGH STEEL MAST,
 EN0694'LOCATED ABOUT 1-1/4 MILES WEST-SOUTHWEST OF THE CENTER OF TOWN, 245
 EN0694'FEET NORTH OF THE CENTERLINE OF FARM ROAD 2042 AND 265 FEET WEST OF
 EN0694'THE CENTERLINE OF U.S. HIGHWAY 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0689 ***********************************************************************
 EN0689  DESIGNATION -  CHILDRESS RED RIVER TV MAST
 EN0689  PID         -  EN0689
 EN0689  STATE/COUNTY-  TX/CHILDRESS
 EN0689  USGS QUAD   -  CHILDRESS (1981)
 EN0689
 EN0689                         *CURRENT SURVEY CONTROL
 EN0689  ___________________________________________________________________
 EN0689* NAD 83(1993)-  34 26 31.23624(N)    100 12 45.86935(W)     ADJUSTED  
 EN0689* NAVD 88     -                                                        
 EN0689  ___________________________________________________________________
 EN0689  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 EN0689  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 EN0689
 EN0689  HORZ ORDER  -  THIRD
 EN0689
 EN0689.The horizontal coordinates were established by classical geodetic methods
 EN0689.and adjusted by the National Geodetic Survey in February 1996..
 EN0689
 EN0689
 EN0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0689
 EN0689.The geoid height was determined by GEOID03.
 EN0689
 EN0689;                    North         East     Units Scale Factor Converg.
 EN0689;SPC TX N     - 1,049,807.137   318,306.727   MT  1.00005470   +0 44 45.6
 EN0689;SPC TX N     - 3,444,242.25  1,044,311.32   sFT  1.00005470   +0 44 45.6
 EN0689;UTM  14      - 3,811,833.875   388,586.339   MT  0.99975300   -0 41 09.5
 EN0689
 EN0689                          SUPERSEDED SURVEY CONTROL
 EN0689
 EN0689  NAD 83(1993)-  34 26 31.23641(N)    100 12 45.86923(W) AD(       ) 4
 EN0689  NAD 83(1986)-  34 26 31.24172(N)    100 12 45.86152(W) AD(       ) 4
 EN0689  NAD 27      -  34 26 31.01694(N)    100 12 44.44967(W) AD(       ) 3
 EN0689
 EN0689.Superseded values are not recommended for survey control.
 EN0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0689.See file dsdata.txt to determine how the superseded data were derived.
 EN0689
 EN0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8858611834(NAD 83)
 EN0689_MARKER: 42 = RADIO/TV MAST
 EN0689
 EN0689  HISTORY     - Date     Condition        Report By
 EN0689  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0689
 EN0689                          STATION DESCRIPTION
 EN0689
 EN0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0689'THE STATION IS THE CENTER OF THE TOP OF A 200 FOOT HIGH STEEL MAST
 EN0689'HAVING A RED LIGHT MOUNTED AT THE TOP AND CENTER.  IT IS LOCATED
 EN0689'ABOUT 1-1/2 MILES NORTHWEST OF THE CENTER OF TOWN AND 890 FEET NORTH
 EN0689'OF AVENUE M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0692 ***********************************************************************
 EN0692  DESIGNATION -  CHILDRESS RM 3
 EN0692  PID         -  EN0692
 EN0692  STATE/COUNTY-  TX/CHILDRESS
 EN0692  USGS QUAD   -  CHILDRESS (1981)
 EN0692
 EN0692                         *CURRENT SURVEY CONTROL
 EN0692  ___________________________________________________________________
 EN0692* NAD 83(1993)-  34 26 29.17752(N)    100 13 30.73513(W)     ADJUSTED  
 EN0692* NAVD 88     -       600.5    (meters)    1970.     (feet)  VERTCON   
 EN0692  ___________________________________________________________________
 EN0692  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EN0692  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EN0692
 EN0692  HORZ ORDER  -  FIRST
 EN0692
 EN0692.The horizontal coordinates were established by classical geodetic methods
 EN0692.and adjusted by the National Geodetic Survey in February 1996..
 EN0692
 EN0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0692
 EN0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0692
 EN0692.The geoid height was determined by GEOID03.
 EN0692
 EN0692;                    North         East     Units Scale Factor Converg.
 EN0692;SPC TX N     - 1,049,728.860   317,162.211   MT  1.00005487   +0 44 19.6
 EN0692;SPC TX N     - 3,443,985.43  1,040,556.35   sFT  1.00005487   +0 44 19.6
 EN0692;UTM  14      - 3,811,784.237   387,440.568   MT  0.99975617   -0 41 34.8
 EN0692
 EN0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0692!SPC TX N     -   0.99991018  x   1.00005487  =   0.99996505
 EN0692!UTM  14      -   0.99991018  x   0.99975617  =   0.99966637
 EN0692
 EN0692:                Primary Azimuth Mark                     Grid Az
 EN0692:SPC TX N     -  CHILDRESS AZ MK 2                        012 47 15.5
 EN0692:UTM  14      -  CHILDRESS AZ MK 2                        014 13 09.9
 EN0692
 EN0692|---------------------------------------------------------------------|
 EN0692| PID    Reference Object                     Distance      Geod. Az  |
 EN0692|                                                           dddmmss.s |
 EN0692| CX6908 CHILDRESS AZ MK 2                                  0133135.1 |
 EN0692| EN0580 CHILDRESS                            24.486 METERS 26703     |
 EN0692| CX6911 CHILDRESS RM 4                       56.604 METERS 26845     |
 EN0692| CX6909 CHILDRESS RM 1                       35.034 METERS 31825     |
 EN0692|---------------------------------------------------------------------|
 EN0692
 EN0692                          SUPERSEDED SURVEY CONTROL
 EN0692
 EN0692  NAD 83(1993)-  34 26 29.17771(N)    100 13 30.73499(W) AD(       ) 1
 EN0692  NAD 83(1986)-  34 26 29.18297(N)    100 13 30.72749(W) AD(       ) 1
 EN0692  NAD 27      -  34 26 28.95806(N)    100 13 29.31378(W) AD(       ) 1
 EN0692  NGVD 29 (07/19/86)  600.2    (m)         1969.     (f) VERT ANG       
 EN0692
 EN0692.Superseded values are not recommended for survey control.
 EN0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0692.See file dsdata.txt to determine how the superseded data were derived.
 EN0692
 EN0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8744111784(NAD 83)
 EN0692
 EN0692  HISTORY     - Date     Condition        Report By
 EN0692  HISTORY     - 1967     MONUMENTED       CGS
 EN0692  HISTORY     - 1967     GOOD             CGS
 EN0692
 EN0692                          STATION DESCRIPTION
 EN0692
 EN0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0692'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF THE CENTER OF
 EN0692'CHILDRESS, IN A CULTIVATED FIELD, ON THE EAST SIDE OF COMBINED U.S.
 EN0692'HIGHWAYS 62 AND 83.
 EN0692'
 EN0692'THE REFERENCE MARKS USED TO REFERENCE CHILDRESS 1935 WERE ALSO USED
 EN0692'TO REFERENCE THIS STATION.
 EN0692'
 EN0692'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287, 62 AND
 EN0692'83 IN THE NORTHWEST EDGE OF CHILDRESS, GO NORTH ON COMBINED U.S.
 EN0692'HIGHWAY 62 AND 83 FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 EN0692'CONTINUE NORTH ON THE HIGHWAY FOR 0.35 MILE TO A SIDE ROAD RIGHT.
 EN0692'TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.1 MILE TO THE AZIMUTH
 EN0692'MARK ON THE LEFT.
 EN0692'
 EN0692'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED CHILDRESS
 EN0692'1935 NO 3 1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 EN0692'IN DIAMETER, THAT IS 15 INCHES BELOW THE GROUND SURFACE.  IT IS
 EN0692'131.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83 AND 62, 127.0
 EN0692'FEET NORTH OF A BOARD FENCE, 96.5 FEET SOUTHEAST OF A POWER LINE
 EN0692'POLE AND 80.7 FEET EAST OF A WITNESS POST.  THE UNDERGROUND MARK IS
 EN0692'A STANDARD REFERENCE MARK DISK, THAT IS 44 INCHES BELOW THE
 EN0692'GROUND SURFACE.
 EN0692'
 EN0692'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHILDRESS NO 1 1935,
 EN0692'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EN0692'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 94.0 FEET NORTH OF
 EN0692'THE WITNESS POST, 52.3 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 EN0692'23.0 FEET NORTH OF A POWER LINE POLE AND ABOUT 2 FEET LOWER THAN
 EN0692'THE STATION.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS
 EN0692'115.15 FEET OR (35.098 M.)
 EN0692'
 EN0692'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CHILDRESS NO 4 1935
 EN0692'1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EN0692'THAT IS FLUSH WITH THE GROUND SURFACE, 112.9 FEET SOUTH OF A POWER
 EN0692'LINE POLE, 106.3 FEET WEST OF THE WITNESS POST, 54.5 FEET WEST OF
 EN0692'THE CENTERLINE OF THE HIGHWAY AND ABOUT 3 FEET LOWER THAN THE
 EN0692'STATION.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 185.92
 EN0692'FEET OR (56.668 M.)
 EN0692'
 EN0692'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHILDRESS 1935 AZ 2 1967,
 EN0692'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0692'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 25.0 FEET NORTH OF THE
 EN0692'CENTERLINE OF A GRADED ROAD, 2.0 FEET WEST OF A WITNESS POST AND
 EN0692'1.0 FEET SOUTH OF A FENCE LINE.
 EN0692'
 EN0692'TRIANGULATION STATION CHILDRESS 1935, IS A STANDARD DISK, STAMPED
 EN0692'CHILDRESS 1935, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 EN0692'IN DIAMETER, THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 63.3 FEET
 EN0692'SOUTH OF A POWER LINE POLE, 51.0 FEET EAST OF THE CENTERLINE OF
 EN0692'U.S. HIGHWAY 83 AND 62 AND 3.8 FEET NORTH OF A WITNESS POST.
 EN0692'
 EN0692'THE ARROWS ON THE REFERENCE MARKS, AZIMUTH MARK AND CHILDRESS 1935
 EN0692'RM 3 ARE POINTED TO CHILDRESS 1935.
 EN0692'
 EN0692'RESULTS OF A SECOND ORDER TRAVERSE.
 EN0692'
 EN0692'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0686 ***********************************************************************
 EN0686  DESIGNATION -  CHILDRESS VUMORE TV MAST
 EN0686  PID         -  EN0686
 EN0686  STATE/COUNTY-  TX/CHILDRESS
 EN0686  USGS QUAD   -  CHILDRESS (1981)
 EN0686
 EN0686                         *CURRENT SURVEY CONTROL
 EN0686  ___________________________________________________________________
 EN0686* NAD 83(1993)-  34 24 23.68938(N)    100 12 13.16868(W)     ADJUSTED  
 EN0686* NAVD 88     -                                                        
 EN0686  ___________________________________________________________________
 EN0686  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 EN0686  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EN0686
 EN0686  HORZ ORDER  -  THIRD
 EN0686
 EN0686.The horizontal coordinates were established by classical geodetic methods
 EN0686.and adjusted by the National Geodetic Survey in February 1996..
 EN0686
 EN0686
 EN0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0686
 EN0686.The geoid height was determined by GEOID03.
 EN0686
 EN0686;                    North         East     Units Scale Factor Converg.
 EN0686;SPC TX N     - 1,045,887.930   319,193.044   MT  1.00006531   +0 45 04.6
 EN0686;SPC TX N     - 3,431,383.98  1,047,219.18   sFT  1.00006531   +0 45 04.6
 EN0686;UTM  14      - 3,807,894.960   389,374.212   MT  0.99975085   -0 40 48.8
 EN0686
 EN0686                          SUPERSEDED SURVEY CONTROL
 EN0686
 EN0686  NAD 83(1993)-  34 24 23.68959(N)    100 12 13.16859(W) AD(       ) 4
 EN0686  NAD 83(1986)-  34 24 23.69493(N)    100 12 13.16087(W) AD(       ) 4
 EN0686  NAD 27      -  34 24 23.46834(N)    100 12 11.75120(W) AD(       ) 3
 EN0686
 EN0686.Superseded values are not recommended for survey control.
 EN0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0686.See file dsdata.txt to determine how the superseded data were derived.
 EN0686
 EN0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8937407895(NAD 83)
 EN0686_MARKER: 42 = RADIO/TV MAST
 EN0686
 EN0686  HISTORY     - Date     Condition        Report By
 EN0686  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0686  HISTORY     - 20050519 MARK NOT FOUND   USPSQD
 EN0686
 EN0686                          STATION DESCRIPTION
 EN0686
 EN0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0686'THE STATION IS THE CENTER OF THE TOP OF A 400 FOOT HIGH STEEL MAST,
 EN0686'LOCATED ABOUT 1-MILE SOUTHEAST OF THE CENTER OF TOWN AND 0.1 MILE
 EN0686'SOUTH OF AVENUE K SE.
 EN0686
 EN0686                          STATION RECOVERY (2005)
 EN0686
 EN0686'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EN0686'MAST COLLAPSED IN 2002.  APPROXIMATELY 50 FEET OF TOWER REMAINS
 EN0686'STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0971 ***********************************************************************
 EM0971  DESIGNATION -  CHILLICOTHE FLAT MUNICIPAL TK
 EM0971  PID         -  EM0971
 EM0971  STATE/COUNTY-  TX/HARDEMAN
 EM0971  USGS QUAD   -  CHILLICOTHE (1984)
 EM0971
 EM0971                         *CURRENT SURVEY CONTROL
 EM0971  ___________________________________________________________________
 EM0971* NAD 83(1993)-  34 15 04.85176(N)    099 30 39.26602(W)     ADJUSTED  
 EM0971* NAVD 88     -                                                        
 EM0971  ___________________________________________________________________
 EM0971  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 EM0971  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0971
 EM0971  HORZ ORDER  -  THIRD
 EM0971
 EM0971.The horizontal coordinates were established by classical geodetic methods
 EM0971.and adjusted by the National Geodetic Survey in February 1996..
 EM0971
 EM0971
 EM0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0971
 EM0971.The geoid height was determined by GEOID03.
 EM0971
 EM0971;                    North         East     Units Scale Factor Converg.
 EM0971;SPC TXNC     - 2,287,087.048   506,876.407   MT  1.00009185   -0 33 04.8
 EM0971;SPC TXNC     - 7,503,551.42  1,662,977.01   sFT  1.00009185   -0 33 04.8
 EM0971;UTM  14      - 3,790,143.531   452,958.013   MT  0.99962728   -0 17 15.2
 EM0971
 EM0971                          SUPERSEDED SURVEY CONTROL
 EM0971
 EM0971  NAD 83(1993)-  34 15 04.85202(N)    099 30 39.26606(W) AD(       ) 4
 EM0971  NAD 83(1986)-  34 15 04.85862(N)    099 30 39.25648(W) AD(       ) 4
 EM0971  NAD 27      -  34 15 04.57100(N)    099 30 37.94500(W) AD(       ) 3
 EM0971
 EM0971.Superseded values are not recommended for survey control.
 EM0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0971.See file dsdata.txt to determine how the superseded data were derived.
 EM0971
 EM0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5295890144(NAD 83)
 EM0971_MARKER: 51 = TANK
 EM0971
 EM0971  HISTORY     - Date     Condition        Report By
 EM0971  HISTORY     - 1935     FIRST OBSERVED   CGS
 EM0971  HISTORY     - 1969     GOOD             CGS
 EM0971
 EM0971                          STATION DESCRIPTION
 EM0971
 EM0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0971'STATION OBSERVED UPON IS THE FINIAL OF THE MOST WESTERLY OF
 EM0971'THE TWO MUNICIPAL WATER TANKS.  IT IS LOCATED IN THE S PART
 EM0971'OF TOWN AND HAS A FLAT APPEARANCE SOMEWHAT RESEMBLING A DRUM.
 EM0971'IT IS APPROXIMATELY 100 FEET HIGH.
 EM0971'
 EM0971'STATION WAS OBSERVED FROM TRIANGULATION STATIONS HEADRICK,
 EM0971'WHITTLE, HARRISON AND KNUCKLES.
 EM0971
 EM0971                          STATION RECOVERY (1969)
 EM0971
 EM0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0971'THE STATION IS LOCATED 0.35 MILE SOUTH OF U. S. HIGHWAY 287 AND IS
 EM0971'OWNED BY THE TOWN OF CHILLICOTHE.
 EM0971'
 EM0971'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 287 AND
 EM0971'IS AVENUE M IN CHILLICOTHE, GO SOUTH ON AVENUE M FOR 0.35 MILE TO
 EM0971'THE STATION ON THE RIGHT.
 EM0971'
 EM0971'THE STATION IS A WATER TANK SUPPORTED BY FOUR SUPPORTED BY FOUR
 EM0971'BRIDGED STEEL LEGS.  IT HAS A FLAT BOTTOM, A CONICAL ROOF AND HAS
 EM0971'AN OVER-ALL HEIGHT OF ABOUT 100 FEET.
 EM0971'
 EM0971'THE POINT INTERSECTED WAS THE CAP AT THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0972 ***********************************************************************
 EM0972  DESIGNATION -  CHILLICOTHE SLENDER MUN TANK
 EM0972  PID         -  EM0972
 EM0972  STATE/COUNTY-  TX/HARDEMAN
 EM0972  USGS QUAD   -  CHILLICOTHE (1984)
 EM0972
 EM0972                         *CURRENT SURVEY CONTROL
 EM0972  ___________________________________________________________________
 EM0972* NAD 83(1993)-  34 15 18.74936(N)    099 30 13.32786(W)     ADJUSTED  
 EM0972* NAVD 88     -                                                        
 EM0972  ___________________________________________________________________
 EM0972  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 EM0972  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0972
 EM0972  HORZ ORDER  -  THIRD
 EM0972
 EM0972.The horizontal coordinates were established by classical geodetic methods
 EM0972.and adjusted by the National Geodetic Survey in February 1996..
 EM0972
 EM0972
 EM0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0972
 EM0972.The geoid height was determined by GEOID03.
 EM0972
 EM0972;                    North         East     Units Scale Factor Converg.
 EM0972;SPC TXNC     - 2,287,508.931   507,544.198   MT  1.00009326   -0 32 50.7
 EM0972;SPC TXNC     - 7,504,935.55  1,665,167.92   sFT  1.00009326   -0 32 50.7
 EM0972;UTM  14      - 3,790,568.287   453,623.545   MT  0.99962651   -0 17 00.7
 EM0972
 EM0972                          SUPERSEDED SURVEY CONTROL
 EM0972
 EM0972  NAD 83(1993)-  34 15 18.74961(N)    099 30 13.32787(W) AD(       ) 4
 EM0972  NAD 83(1986)-  34 15 18.75642(N)    099 30 13.31831(W) AD(       ) 4
 EM0972  NAD 27      -  34 15 18.47000(N)    099 30 12.00900(W) AD(       ) 3
 EM0972
 EM0972.Superseded values are not recommended for survey control.
 EM0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0972.See file dsdata.txt to determine how the superseded data were derived.
 EM0972
 EM0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5362490568(NAD 83)
 EM0972_MARKER: 51 = TANK
 EM0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EM0972+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 EM0972
 EM0972  HISTORY     - Date     Condition        Report By
 EM0972  HISTORY     - 1923     FIRST OBSERVED   CGS
 EM0972  HISTORY     - 1935     GOOD             CGS
 EM0972  HISTORY     - 1969     GOOD             CGS
 EM0972  HISTORY     - 20050519 GOOD             USPSQD
 EM0972
 EM0972                          STATION DESCRIPTION
 EM0972
 EM0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0972'LARGE BLACK TOWER TANK NEAR SE EDGE OF TOWN.
 EM0972
 EM0972                          STATION RECOVERY (1935)
 EM0972
 EM0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0972'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER SUPPLY
 EM0972'TANK LOCATED IN THE E PART OF TOWN.  IT IS MOST EASTERLY
 EM0972'OF TWO MUNICIPAL WATER TANKS AND IS SLENDER IN APPEARANCE.
 EM0972'TANK IS APPROXIMATELY 100 FEET HIGH.
 EM0972'
 EM0972'STATION WAS OBSERVED FROM TRIANGULATION STATIONS HEADRICK,
 EM0972'WHITTLE, HARRISON AND KNUCKLES.
 EM0972
 EM0972                          STATION RECOVERY (1969)
 EM0972
 EM0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0972'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1935.  ADDITIONAL
 EM0972'INFORMATION FOLLOWS.
 EM0972'
 EM0972'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 287
 EM0972'AND FARM ROAD 91 IN CHILLICOTHE GO EAST ON EAST ON HIGHWAY 287 FOR
 EM0972'0.75 MILE TO THE STATION ON THE RIGHT.
 EM0972'
 EM0972'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.75 MILE EAST
 EM0972'OF CHILLICOTHE.
 EM0972
 EM0972                          STATION RECOVERY (2005)
 EM0972
 EM0972'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EM0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0886 ***********************************************************************
 AH0886  DESIGNATION -  CHILTIPIN
 AH0886  PID         -  AH0886
 AH0886  STATE/COUNTY-  TX/KLEBERG
 AH0886  USGS QUAD   -  LAURELES RANCH (1975)
 AH0886
 AH0886                         *CURRENT SURVEY CONTROL
 AH0886  ___________________________________________________________________
 AH0886* NAD 83(1993)-  27 32 15.00028(N)    097 35 49.96438(W)     ADJUSTED  
 AH0886* NAVD 88     -        10.412  (meters)      34.16   (feet)  ADJUSTED  
 AH0886  ___________________________________________________________________
 AH0886  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AH0886  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH0886  DYNAMIC HT  -          10.396 (meters)      34.11  (feet)  COMP
 AH0886  MODELED GRAV-     979,111.9   (mgal)                       NAVD 88
 AH0886
 AH0886  HORZ ORDER  -  SECOND
 AH0886  VERT ORDER  -  SECOND    CLASS 0
 AH0886
 AH0886.The horizontal coordinates were established by classical geodetic methods
 AH0886.and adjusted by the National Geodetic Survey in February 1996..
 AH0886
 AH0886.The orthometric height was determined by differential leveling
 AH0886.and adjusted by the National Geodetic Survey in June 1991..
 AH0886
 AH0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0886
 AH0886.The geoid height was determined by GEOID03.
 AH0886
 AH0886.The dynamic height is computed by dividing the NAVD 88
 AH0886.geopotential number by the normal gravity value computed on the
 AH0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0886.degrees latitude (g = 980.6199 gals.).
 AH0886
 AH0886.The modeled gravity was interpolated from observed gravity values.
 AH0886
 AH0886;                    North         East     Units Scale Factor Converg.
 AH0886;SPC TX S     - 5,207,594.644   389,169.879   MT  0.99993846   +0 24 35.5
 AH0886;SPC TX S     -17,085,250.09  1,276,801.51   sFT  0.99993846   +0 24 35.5
 AH0886;UTM  14      - 3,046,754.669   638,517.995   MT  0.99983684   +0 38 55.2
 AH0886
 AH0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0886!SPC TX S     -   1.00000244  x   0.99993846  =   0.99994090
 AH0886!UTM  14      -   1.00000244  x   0.99983684  =   0.99983928
 AH0886
 AH0886|---------------------------------------------------------------------|
 AH0886| PID    Reference Object                     Distance      Geod. Az  |
 AH0886|                                                           dddmmss.s |
 AH0886| AH0888 PTS 31 Y                             26.536 METERS 09214     |
 AH0886| AH0887 CHILTIPIN RM 1                       21.532 METERS 17757     |
 AH0886|---------------------------------------------------------------------|
 AH0886
 AH0886                          SUPERSEDED SURVEY CONTROL
 AH0886
 AH0886  NAD 83(1986)-  27 32 15.01168(N)    097 35 49.94141(W) AD(       ) 2
 AH0886  NAD 27      -  27 32 13.88400(N)    097 35 48.96300(W) AD(       ) 2
 AH0886  NGVD 29 (??/??/92)   10.551  (m)           34.62   (f) ADJ UNCH    2 0
 AH0886
 AH0886.Superseded values are not recommended for survey control.
 AH0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0886.See file dsdata.txt to determine how the superseded data were derived.
 AH0886
 AH0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3851846755(NAD 83)
 AH0886_MARKER: DS = TRIANGULATION STATION DISK
 AH0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0886_STAMPING: CHILTIPIN 1949
 AH0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0886+STABILITY: SURFACE MOTION
 AH0886
 AH0886  HISTORY     - Date     Condition        Report By
 AH0886  HISTORY     - 1949     MONUMENTED       CGS
 AH0886  HISTORY     - 1949     GOOD             CGS
 AH0886  HISTORY     - 1951     GOOD             CGS
 AH0886  HISTORY     - 1951     GOOD             NGS
 AH0886
 AH0886                          STATION DESCRIPTION
 AH0886
 AH0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0886'THE STATION IS LOCATED ABOUT 16.5 MILES EAST OF KINGSVILLE,
 AH0886'5.0 MILES WEST OF THE LAURALES RANCH HOUSE AND 1.5 MILES SOUTH
 AH0886'OF THE NUECES-KLEBERG COUNTY LINE, ON THE LAURALES SECTION OF
 AH0886'THE KING RANCH AND NEAR THE CHILTIPIN WINDMILL AND RESERVOIR.
 AH0886'IT IS ABOUT 225 FEET WEST OF THE WINDMILL, 150 FEET
 AH0886'WEST-NORTHWEST OF THE CIRCULAR WATER TANK AND 77 FEET WEST OF THE
 AH0886'TRIANGULAR BLAZED FENCE POST AT THE SOUTHWEST CORNER OF THE
 AH0886'FENCED IN AREA.  IT IS STAMPED CHILTIPIN 1949 AND
 AH0886'PROJECTS 4 INCHES.
 AH0886'
 AH0886'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, SET IN A CLEARING
 AH0886'ABOUT 170 FEET WEST-SOUTHWEST OF THE CIRCULAR WATER TANK.  IT
 AH0886'IS STAMPED CHILTIPIN NO 1 1949 AND PROJECTS 6 INCHES.
 AH0886'
 AH0886'REFERENCE MARK NO 2 IS THE U.S.G.S. P.T. STATION EAST OF THE
 AH0886'STATION, SET IN THE SOUTHWEST CORNER OF THE FENCED IN AREA
 AH0886'AROUND THE WINDMILL, 9 FEET NORTH OF FENCE LINE, 5.5 FEET
 AH0886'SOUTH OF 18 INCH TREE AND 16 FEET NORTHEAST OF BLAZED FENCE
 AH0886'POST.  IT IS SET IN A 6 BY 6 INCH CONCRETE POST PROJECTING 2
 AH0886'INCHES AND STAMPED 31 Y 7 A 1923.
 AH0886'
 AH0886'BENCH MARK F 636 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 AH0886'1.2 MILES EAST-SOUTHEAST OF THE STATION, 35 FEET NORTH OF
 AH0886'THE CENTER OF THE MACADAM ROAD, 0.1 MILE WEST OF ROAD FORK AND
 AH0886'4 FEET WEST OF WITNESS POST.  IT IS SET IN AN 8 BY 8 INCH
 AH0886'CONCRETE POST PROJECTING 6 INCHES AND STAMPED F 636 1942.
 AH0886'TO REACH FROM THE STATION, GO EAST ON OLD GRADED ROAD FOR 1.2
 AH0886'MILES TO JUNCTION WITH MACADAM ROAD, TURN SHARP RIGHT AND GO
 AH0886'WEST ON MACADAM ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT
 AH0886'AS DESCRIBED.
 AH0886'
 AH0886'TO REACH THE STATION FROM THE CATTLE GUARD NORTH OF THE
 AH0886'LAURALES RANCH HOUSE, TAKE LEFT FORK AND GO 0.2 MILE TO
 AH0886'T-INTERSECTION, TURN LEFT AND FOLLOW MAIN ROAD ALONG
 AH0886'TELEPHONE LINE FOR 3.05 MILES PASSING THROUGH BUMP GATE AND
 AH0886'CROSSING BRIDGE OVER AGUA DULCE AT A FORK, KEEP RIGHT FORK
 AH0886'STRAIGHT AHEAD FOR 1.2 MILES TO FORK, (MAIN ROAD GOES TO
 AH0886'THE LEFT) BEAR RIGHT ON OLD ROAD AND CONTINUE FOR 1.05 MILES
 AH0886'TO WINDMILL ABOUT 0.1 MILE NORTH OF ROAD AND STATION AS
 AH0886'DESCRIBED.
 AH0886'
 AH0886'A 74 FOOT SIGNAL AT STATION BISHOP 1913 IS VISIBLE AT 50 FEET.
 AH0886'
 AH0886'A 74 FOOT SIGNAL AT STATION DRISCOLL IS VISIBLE AT 37 FEET.
 AH0886'
 AH0886'A 74 FOOT SIGNAL AT STATION LUBY IS VISIBLE AT 37 FEET.
 AH0886'
 AH0886'AN 87 FOOT SIGNAL AT STATION PETRONILLA IS VISIBLE AT 37 FEET.
 AH0886'
 AH0886'A 74 FOOT SIGNAL AT STATION CHAPMAN IS VISIBLE AT 50 FEET.
 AH0886'
 AH0886'A 74 FOOT SIGNAL AT STATION LARGA IS VISIBLE AT 20 FEET.
 AH0886'
 AH0886'A 74 FOOT SIGNAL AT STATION HINDJOSO IS VISIBLE AT 20 FEET.
 AH0886'
 AH0886'AN 87 FOOT SIGNAL AT STATION PORTALES IS VISIBLE AT 20 FEET.
 AH0886'
 AH0886'A 74 FOOT SIGNAL AT STATION PINTO IS VISIBLE AT 20 FEET.
 AH0886'
 AH0886'A 4 FOOT SIGNAL AT STATION NORIA IS VISIBLE AT 37 FEET.
 AH0886'
 AH0886'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AH0886
 AH0886                          STATION RECOVERY (1949)
 AH0886
 AH0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH0886'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL 1949
 AH0886'DESCRIPTION BY R.L.E. IS ADEQUATE.
 AH0886
 AH0886                          STATION RECOVERY (1951)
 AH0886
 AH0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AH0886'17.0 MILES EAST ALONG THE LAURELES RANCH ROAD FROM THE
 AH0886'HOSPITAL AT KINGSVILLE, THENCE 0.5 MILE NORTH ALONG A TRACK
 AH0886'ROAD, 250 FEET SOUTHWEST OF A WINDMILL, 173 FEET WEST OF THE WEST
 AH0886'EDGE OF A WATER TANK, 77 FEET WEST OF A FENCE CORNER, 2.8
 AH0886'FEET SOUTH OF A WITNESS POST, A TRIANGULATION STATION DISK
 AH0886'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AH0886'FOOT ABOVE THE GROUND, STAMPED CHILTIPIN 1949.
 AH0886'
 AH0886'CHILTIPIN R.M. 1 IS 70.7 FEET SOUTHEAST OF TRIANGULATION
 AH0886'STATION CHILTIPIN 1949, 250 FEET SOUTHWEST OF A WINDMILL,
 AH0886'167 FEET SOUTHWEST OF A WATER TANK, 92 FEET SOUTHWEST OF A
 AH0886'FENCE CORNER, A REFERENCE MARK DISK SET IN THE TOP OF A
 AH0886'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED
 AH0886'CHILTIPIN NO 1 1949.
 AH0886'
 AH0886'CHILTIPIN R.M. 2 IS BENCH MARK PTS 31 Y (U.S.G.S.).  IT IS 87.0
 AH0886'FEET EAST OF TRIANGULATION STATION CHILTIPIN 1949, 175 FEET
 AH0886'SOUTHWEST OF A WINDMILL, 88 FEET WEST OF A WATER TANK, 15
 AH0886'FEET NORTHEAST OF A FENCE CORNER, 9 FEET NORTH OF AN EAST
 AH0886'AND WEST FENCE, 14 FEET EAST OF A NORTH AND SOUTH FENCE, 3 FEET
 AH0886'WEST OF A WITNESS POST, A U.S.G.S. DISK SET IN THE TOP OF A
 AH0886'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 AH0886'STAMPED PRIM TRAV STA NO 31 Y TEXAS 7 A 1923.
 AH0886'
 AH0886'CHILTIPIN AZIMUTH 1949 IS BENCH MARK F 636.  IT IS 1.1 MILES
 AH0886'SOUTHEAST OF TRIANGULATION STATION CHILTIPIN 1949, 0.1 MILE
 AH0886'WEST OF A JUNCTION WITH AN OLD ROAD, 125 FEET SOUTH OF THE
 AH0886'CENTER LINE OF AN OLD ROAD, 38 FEET NORTH OF THE CENTER LINE
 AH0886'OF AN EAST AND WEST ROAD, SET IN THE TOP OF A CONCRETE POST
 AH0886'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, A BENCH MARK DISK
 AH0886'STAMPED F 636 1942.
 AH0886'
 AH0886'ALL MARKS ARE IN GOOD CONDITION.
 AH0886
 AH0886                          STATION RECOVERY (1951)
 AH0886
 AH0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0886'17.5 MI E FROM KINGSVILLE.
 AH0886'17.0 MILES EAST ALONG THE LAURELES RANCH ROAD FROM THE HOSPITAL AT
 AH0886'KINGSVILLE, THENCE 0.5 MILE NORTH ALONG A TRACK ROAD, 250 FEET
 AH0886'SOUTHWEST OF A WINDMILL, 173 FEET WEST OF THE WEST EDGE OF A WATER
 AH0886'TANK, 77 FEET WEST OF A FENCE CORNER, 2.8 FEET SOUTH OF A WITNESS
 AH0886'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AH0886'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0887 ***********************************************************************
 AH0887  DESIGNATION -  CHILTIPIN RM 1
 AH0887  PID         -  AH0887
 AH0887  STATE/COUNTY-  TX/KLEBERG
 AH0887  USGS QUAD   -  LAURELES RANCH (1975)
 AH0887
 AH0887                         *CURRENT SURVEY CONTROL
 AH0887  ___________________________________________________________________
 AH0887* NAD 83(1986)-  27 32 14.     (N)    097 35 49.     (W)     SCALED    
 AH0887* NAVD 88     -        10.548  (meters)      34.61   (feet)  ADJUSTED  
 AH0887  ___________________________________________________________________
 AH0887  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH0887  DYNAMIC HT  -          10.532 (meters)      34.55  (feet)  COMP
 AH0887  MODELED GRAV-     979,111.9   (mgal)                       NAVD 88
 AH0887
 AH0887  VERT ORDER  -  SECOND    CLASS 0
 AH0887
 AH0887.The horizontal coordinates were scaled from a topographic map and have
 AH0887.an estimated accuracy of +/- 6 seconds.
 AH0887
 AH0887.The orthometric height was determined by differential leveling
 AH0887.and adjusted by the National Geodetic Survey in June 1991..
 AH0887
 AH0887.The geoid height was determined by GEOID03.
 AH0887
 AH0887.The dynamic height is computed by dividing the NAVD 88
 AH0887.geopotential number by the normal gravity value computed on the
 AH0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0887.degrees latitude (g = 980.6199 gals.).
 AH0887
 AH0887.The modeled gravity was interpolated from observed gravity values.
 AH0887
 AH0887;                    North         East    Units  Estimated Accuracy
 AH0887;SPC TX S     - 5,207,560.      389,200.      MT  (+/- 180 meters Scaled)
 AH0887
 AH0887                          SUPERSEDED SURVEY CONTROL
 AH0887
 AH0887  NGVD 29 (??/??/92)   10.687  (m)           35.06   (f) ADJ UNCH    2 0
 AH0887
 AH0887.Superseded values are not recommended for survey control.
 AH0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0887.See file dsdata.txt to determine how the superseded data were derived.
 AH0887
 AH0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR385467(NAD 83)
 AH0887_MARKER: DR = REFERENCE MARK DISK
 AH0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0887_STAMPING: CHILTIPIN NO 1 1949
 AH0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0887+STABILITY: SURFACE MOTION
 AH0887
 AH0887  HISTORY     - Date     Condition        Report By
 AH0887  HISTORY     - 1949     MONUMENTED       CGS
 AH0887  HISTORY     - 1951     GOOD             NGS
 AH0887
 AH0887                          STATION DESCRIPTION
 AH0887
 AH0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0887'17.5 MI E FROM KINGSVILLE.
 AH0887'17.0 MILES EAST ALONG THE LAURELES RANCH ROAD FROM THE HOSPITAL AT
 AH0887'KINGSVILLE, THENCE 0.5 MILE NORTH ALONG A TRACK ROAD, 250 FEET
 AH0887'SOUTHWEST OF A WINDMILL, 167 FEET SOUTHWEST OF A WATER TANK, 92 FEET
 AH0887'SOUTHWEST OF A FENCE CORNER, 70.7 FEET SOUTHEAST OF TRIANGULATION
 AH0887'STATION CHILTIPIN 1949, SET IN THE TOP OF A CONCRETE POST WHICH
 AH0887'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1301 ***********************************************************************
 BZ1301  DESIGNATION -  CHILTON
 BZ1301  PID         -  BZ1301
 BZ1301  STATE/COUNTY-  TX/FALLS
 BZ1301  USGS QUAD   -  CHILTON (1993)
 BZ1301
 BZ1301                         *CURRENT SURVEY CONTROL
 BZ1301  ___________________________________________________________________
 BZ1301* NAD 83(1993)-  31 18 37.46365(N)    097 04 11.14123(W)     ADJUSTED  
 BZ1301* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 BZ1301  ___________________________________________________________________
 BZ1301  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 BZ1301  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BZ1301
 BZ1301  HORZ ORDER  -  FIRST
 BZ1301
 BZ1301.The horizontal coordinates were established by classical geodetic methods
 BZ1301.and adjusted by the National Geodetic Survey in February 1996..
 BZ1301
 BZ1301.The orthometric height was scaled from a topographic map.
 BZ1301
 BZ1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1301
 BZ1301.The geoid height was determined by GEOID03.
 BZ1301
 BZ1301;                    North         East     Units Scale Factor Converg.
 BZ1301;SPC TX C     - 3,186,774.529 1,010,594.049   MT  0.99989623   +1 40 51.4
 BZ1301;SPC TX C     -10,455,276.10  3,315,590.64   sFT  0.99989623   +1 40 51.4
 BZ1301;UTM  14      - 3,465,611.934   683,688.775   MT  1.00001619   +1 00 12.2
 BZ1301
 BZ1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1301!SPC TX C     -   0.99997996  x   0.99989623  =   0.99987620
 BZ1301!UTM  14      -   0.99997996  x   1.00001619  =   0.99999615
 BZ1301
 BZ1301:                Primary Azimuth Mark                     Grid Az
 BZ1301:SPC TX C     -  PERRY METHODIST CHURCH SPIRE             049 12 09.3
 BZ1301:UTM  14      -  PERRY METHODIST CHURCH SPIRE             049 52 48.5
 BZ1301
 BZ1301|---------------------------------------------------------------------|
 BZ1301| PID    Reference Object                     Distance      Geod. Az  |
 BZ1301|                                                           dddmmss.s |
 BZ1301| BZ1407 PERRY METHODIST CHURCH SPIRE        APPROX.21.9 KM 0505300.7 |
 BZ1301| BZ1306 LOTT CITY WATER TANK                APPROX.12.0 KM 1640005.7 |
 BZ1301| BZ1302 CHILTON STANDPIPE                   APPROX. 2.6 KM 1642934.8 |
 BZ1301| CV4544 CHILTON RM 1                         32.162 METERS 21752     |
 BZ1301| CV4543 CHILTON AZ MK                                      2445539.0 |
 BZ1301| CV4545 CHILTON RM 2                         28.541 METERS 30245     |
 BZ1301|---------------------------------------------------------------------|
 BZ1301
 BZ1301                          SUPERSEDED SURVEY CONTROL
 BZ1301
 BZ1301  NAD 83(1986)-  31 18 37.47439(N)    097 04 11.12446(W) AD(       ) 1
 BZ1301  NAD 27      -  31 18 36.84000(N)    097 04 10.14400(W) AD(       ) 1
 BZ1301
 BZ1301.Superseded values are not recommended for survey control.
 BZ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1301.See file dsdata.txt to determine how the superseded data were derived.
 BZ1301
 BZ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV8368965612(NAD 83)
 BZ1301_MARKER: DS = TRIANGULATION STATION DISK
 BZ1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1301
 BZ1301  HISTORY     - Date     Condition        Report By
 BZ1301  HISTORY     - 1943     MONUMENTED       CGS
 BZ1301  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1301
 BZ1301                          STATION DESCRIPTION
 BZ1301
 BZ1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1301'STATION IS LOCATED ABOUT 2 MILES N OF CHILTON ON A PROMINENT
 BZ1301'HIGH BANK NEAR RAILROAD TRACKS.  IT IS 100 FEET NW AND 50 FEET
 BZ1301'HIGHER THAN RAILROAD, 75 FEET S OF AN E-W LANE AND 6 FEET NW
 BZ1301'OF RAILROAD PROPERTY LINE FENCE ON THE N END OF THE BANK.  DISK
 BZ1301'IS STAMPED CHILTON 1942 AND PROJECTS 4 INCHES.
 BZ1301'
 BZ1301'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1301'DISKS SET IN CONCRETE.
 BZ1301'
 BZ1301'REFERENCE MARK NO.1 IS SW OF STA. ON S END OF BANK, 10 FEET
 BZ1301'W OF TELEGRAPH POLE, 1 FOOT W OF RAILROAD PROPERTY LINE FENCE
 BZ1301'AND ON SAME ELEVATION AS STATION MARK.  DISK IS STAMPED CHILTON
 BZ1301'NO.1, 1942 AND PROJECTS 6 INCHES.
 BZ1301'
 BZ1301'REFERENCE MARK NO.2 IS NNW OF STATION, 1 FOOT S OF THE N
 BZ1301'FENCE LINE OF AN E-W LANE AND 12 FEET BELOW STATION ELEVATION.
 BZ1301'DISK IS STAMPED CHILTON NO.2 1942 AND PROJECTS 7 INCHES.
 BZ1301'
 BZ1301'AZIMUTH MARK IS 0.35 MILE W OF STATION, 10 FEET N OF A FIELD
 BZ1301'ROAD, 1 FOOT S OF E-W FENCE LINE AND 8 FEET E OF FENCE CORNER
 BZ1301'AND GATE.  DISK IS STAMPED CHILTON 1942 AND PROJECTS 4 INCHES.  TO
 BZ1301'REACH FROM STATION GO W ON FIELD ROAD FOR 0.35 MILE TO MARK ON
 BZ1301'RIGHT.
 BZ1301'
 BZ1301'TO REACH STATION FROM CHILTON RAILROAD STATION GO NW ON U.S.
 BZ1301'HIGHWAY 77 FOR 1.95 MILES TO A FIELD ROAD RIGHT, TURN RIGHT ON
 BZ1301'FIELD ROAD AND GO 0.2 MILE TO A GATE AT THE E END OF FENCE
 BZ1301'LINE, TURN LEFT THRU GATE AND FOLLOW FIELD ROAD FOR 0.8 MILE
 BZ1301'TO FENCE CORNER AND GATE ON RIGHT, GO RIGHT E THRU GATE FOR 0.35
 BZ1301'MILE TO HIGH BANK AND STATION SITE.
 BZ1301
 BZ1301                          STATION RECOVERY (2001)
 BZ1301
 BZ1301'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ1301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1302 ***********************************************************************
 BZ1302  DESIGNATION -  CHILTON STANDPIPE
 BZ1302  PID         -  BZ1302
 BZ1302  STATE/COUNTY-  TX/FALLS
 BZ1302  USGS QUAD   -  CHILTON (1993)
 BZ1302
 BZ1302                         *CURRENT SURVEY CONTROL
 BZ1302  ___________________________________________________________________
 BZ1302* NAD 83(1993)-  31 17 15.00217(N)    097 03 44.49960(W)     ADJUSTED  
 BZ1302* NAVD 88     -                                                        
 BZ1302  ___________________________________________________________________
 BZ1302  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 BZ1302  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BZ1302
 BZ1302  HORZ ORDER  -  THIRD
 BZ1302
 BZ1302.The horizontal coordinates were established by classical geodetic methods
 BZ1302.and adjusted by the National Geodetic Survey in February 1996..
 BZ1302
 BZ1302
 BZ1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1302
 BZ1302.The geoid height was determined by GEOID03.
 BZ1302
 BZ1302;                    North         East     Units Scale Factor Converg.
 BZ1302;SPC TX C     - 3,184,256.889 1,011,372.806   MT  0.99989416   +1 41 05.1
 BZ1302;SPC TX C     -10,447,016.14  3,318,145.61   sFT  0.99989416   +1 41 05.1
 BZ1302;UTM  14      - 3,463,084.947   684,437.784   MT  1.00001960   +1 00 23.6
 BZ1302
 BZ1302                          SUPERSEDED SURVEY CONTROL
 BZ1302
 BZ1302  NAD 83(1986)-  31 17 15.01297(N)    097 03 44.48297(W) AD(       ) 4
 BZ1302  NAD 27      -  31 17 14.37000(N)    097 03 43.50000(W) AD(       ) 3
 BZ1302
 BZ1302.Superseded values are not recommended for survey control.
 BZ1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1302.See file dsdata.txt to determine how the superseded data were derived.
 BZ1302
 BZ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV8443863085(NAD 83)
 BZ1302_MARKER: 52 = STANDPIPE TANK
 BZ1302
 BZ1302  HISTORY     - Date     Condition        Report By
 BZ1302  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1302  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 BZ1302  HISTORY     - 20010318 GOOD             USPSQD
 BZ1302
 BZ1302                          STATION DESCRIPTION
 BZ1302
 BZ1302'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1220 ***********************************************************************
 CT1220  DESIGNATION -  CHIMNEY
 CT1220  PID         -  CT1220
 CT1220  STATE/COUNTY-  TX/SHACKELFORD
 CT1220  USGS QUAD   -  SMOKY DRAW (1984)
 CT1220
 CT1220                         *CURRENT SURVEY CONTROL
 CT1220  ___________________________________________________________________
 CT1220* NAD 83(1993)-  32 43 18.51026(N)    099 31 55.65231(W)     ADJUSTED  
 CT1220* NAVD 88     -       535.     (meters)    1755.     (feet)  SCALED    
 CT1220  ___________________________________________________________________
 CT1220  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CT1220  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CT1220
 CT1220  HORZ ORDER  -  THIRD
 CT1220
 CT1220.The horizontal coordinates were established by classical geodetic methods
 CT1220.and adjusted by the National Geodetic Survey in February 1996..
 CT1220
 CT1220.The orthometric height was scaled from a topographic map.
 CT1220
 CT1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1220
 CT1220.The geoid height was determined by GEOID03.
 CT1220
 CT1220;                    North         East     Units Scale Factor Converg.
 CT1220;SPC TXNC     - 2,117,479.879   503,255.269   MT  0.99988909   -0 33 46.5
 CT1220;SPC TXNC     - 6,947,098.57  1,651,096.66   sFT  0.99988909   -0 33 46.5
 CT1220;UTM  14      - 3,620,572.456   450,135.328   MT  0.99963066   -0 17 15.5
 CT1220
 CT1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1220!SPC TXNC     -   0.99992052  x   0.99988909  =   0.99980962
 CT1220!UTM  14      -   0.99992052  x   0.99963066  =   0.99955121
 CT1220
 CT1220                          SUPERSEDED SURVEY CONTROL
 CT1220
 CT1220  NAD 83(1986)-  32 43 18.51600(N)    099 31 55.64308(W) AD(       ) 3
 CT1220
 CT1220.Superseded values are not recommended for survey control.
 CT1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1220.See file dsdata.txt to determine how the superseded data were derived.
 CT1220
 CT1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5013520572(NAD 83)
 CT1220_MARKER: DD = SURVEY DISK
 CT1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1220+STABILITY: SURFACE MOTION
 CT1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT1220+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2006
 CT1220
 CT1220  HISTORY     - Date     Condition        Report By
 CT1220  HISTORY     - 1956     MONUMENTED       USGS
 CT1220  HISTORY     - 20060731 GOOD             INDIV
 CT1220
 CT1220                          STATION DESCRIPTION
 CT1220
 CT1220'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CT1220'STATION LOCATED ABOUT 5 MI. S. AND 5 MI. E. OF LUEDERS, TEXAS.
 CT1220'
 CT1220'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 180 AND 380, GO SE. ON
 CT1220'U.S. HIGHWAY 380 FOR 2.8 MI. AND TURN SHARP RIGHT OFF HIGHWAY, PROCEED
 CT1220'W. FOR 1.2 MI. TO CROSSROAD, CONTINUE STRAIGHT AHEAD (S.) FOR 0.6 MI.
 CT1220'TO Y-RD., TAKE LEFT FORK AND GO 0.7 MI. TO Y-RD., TAKE LEFT FORK AND
 CT1220'GO 1.5 MI. TO GATE IN N-S. FENCE, GO THRU GATE, TURN LEFT AND FOLLOW
 CT1220'FENCE N. FOR 0.2 MI., STATION 160 FT. TO RIGHT OF FENCE.
 CT1220'
 CT1220'STATION MARK--STANDARD TABLET IN CONCRETE POST, STAMPED---CHIMNEY
 CT1220'1956---.
 CT1220'
 CT1220'REFERENCE MARK NO. 1--CHISELED CROSS ON A BOULDER FLUSH WITH GROUND,
 CT1220'37.09 FT. FROM STATION BEARING N 25 49 W.
 CT1220
 CT1220                          STATION RECOVERY (2006)
 CT1220
 CT1220'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MBD)
 CT1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0762 ***********************************************************************
 BN0762  DESIGNATION -  CHIMNEY NEAR STATION HYDE
 BN0762  PID         -  BN0762
 BN0762  STATE/COUNTY-  TX/KERR
 BN0762  USGS QUAD   -  OLD NOXVILLE (1974)
 BN0762
 BN0762                         *CURRENT SURVEY CONTROL
 BN0762  ___________________________________________________________________
 BN0762* NAD 83(1993)-  30 15 18.17908(N)    099 27 41.95360(W)     ADJUSTED  
 BN0762* NAVD 88     -                                                        
 BN0762  ___________________________________________________________________
 BN0762  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 BN0762  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BN0762
 BN0762  HORZ ORDER  -  THIRD
 BN0762
 BN0762.The horizontal coordinates were established by classical geodetic methods
 BN0762.and adjusted by the National Geodetic Survey in February 1996..
 BN0762
 BN0762
 BN0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0762
 BN0762.The geoid height was determined by GEOID03.
 BN0762
 BN0762;                    North         East     Units Scale Factor Converg.
 BN0762;SPC TXSC     - 4,268,489.005   555,571.561   MT  0.99999195   -0 13 34.2
 BN0762;SPC TXSC     -14,004,201.01  1,822,737.70   sFT  0.99999195   -0 13 34.2
 BN0762;SPC TX C     - 3,065,555.211   783,885.502   MT  0.99996594   +0 26 56.3
 BN0762;SPC TX C     -10,057,575.72  2,571,797.68   sFT  0.99996594   +0 26 56.3
 BN0762;UTM  14      - 3,347,137.629   455,588.621   MT  0.99962433   -0 13 57.4
 BN0762
 BN0762                          SUPERSEDED SURVEY CONTROL
 BN0762
 BN0762  NAD 83(1986)-  30 15 18.18627(N)    099 27 41.94173(W) AD(       ) 4
 BN0762  NAD 27      -  30 15 17.48000(N)    099 27 40.75000(W) AD(       ) 3
 BN0762
 BN0762.Superseded values are not recommended for survey control.
 BN0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0762.See file dsdata.txt to determine how the superseded data were derived.
 BN0762
 BN0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU5558947138(NAD 83)
 BN0762_MARKER: 85 = CHIMNEY
 BN0762
 BN0762  HISTORY     - Date     Condition        Report By
 BN0762  HISTORY     - 1944     FIRST OBSERVED   CGS
 BN0762
 BN0762                          STATION DESCRIPTION
 BN0762
 BN0762'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1285 ***********************************************************************
 BZ1285  DESIGNATION -  CHINA
 BZ1285  PID         -  BZ1285
 BZ1285  STATE/COUNTY-  TX/MCLENNAN
 BZ1285  USGS QUAD   -  CHINA SPRINGS (1975)
 BZ1285
 BZ1285                         *CURRENT SURVEY CONTROL
 BZ1285  ___________________________________________________________________
 BZ1285* NAD 83(1993)-  31 39 51.65439(N)    097 15 54.64522(W)     ADJUSTED  
 BZ1285* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 BZ1285  ___________________________________________________________________
 BZ1285  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 BZ1285  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BZ1285
 BZ1285  HORZ ORDER  -  THIRD
 BZ1285
 BZ1285.The horizontal coordinates were established by classical geodetic methods
 BZ1285.and adjusted by the National Geodetic Survey in February 1996..
 BZ1285.No horizontal observational check was made to the station.
 BZ1285
 BZ1285.The orthometric height was scaled from a topographic map.
 BZ1285
 BZ1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1285
 BZ1285.The geoid height was determined by GEOID03.
 BZ1285
 BZ1285;                    North         East     Units Scale Factor Converg.
 BZ1285;SPC TX C     - 3,225,471.467   990,918.834   MT  0.99994851   +1 34 49.0
 BZ1285;SPC TX C     -10,582,234.30  3,251,039.54   sFT  0.99994851   +1 34 49.0
 BZ1285;SPC TXNC     - 2,000,431.252   717,121.531   MT  1.00016285   +0 40 24.5
 BZ1285;SPC TXNC     - 6,563,081.53  2,352,756.22   sFT  1.00016285   +0 40 24.5
 BZ1285;UTM  14      - 3,504,539.544   664,468.592   MT  0.99993363   +0 54 39.2
 BZ1285
 BZ1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1285!SPC TX C     -   0.99998057  x   0.99994851  =   0.99992909
 BZ1285!SPC TXNC     -   0.99998057  x   1.00016285  =   1.00014342
 BZ1285!UTM  14      -   0.99998057  x   0.99993363  =   0.99991421
 BZ1285
 BZ1285|---------------------------------------------------------------------|
 BZ1285| PID    Reference Object                     Distance      Geod. Az  |
 BZ1285|                                                           dddmmss.s |
 BZ1285| CV4546 CHINA RM 1                           18.615 METERS 01635     |
 BZ1285| BZ1250 WEST BRAZOS VAL COTTON MILL TK      APPROX.22.4 KM 0473208.8 |
 BZ1285| BZ1261 WACO ARMY AIR FIELD BEACON          APPROX.17.5 KM 0994240.1 |
 BZ1285| BZ1272 WACO MUNICIPAL TANK                 APPROX.14.5 KM 1442322.0 |
 BZ1285| BZ1284 PAYNE                               APPROX. 5.9 KM 2703103.8 |
 BZ1285| CV4547 CHINA RM 2                           13.185 METERS 32642     |
 BZ1285|---------------------------------------------------------------------|
 BZ1285
 BZ1285                          SUPERSEDED SURVEY CONTROL
 BZ1285
 BZ1285  NAD 83(1986)-  31 39 51.66400(N)    097 15 54.62604(W) AD(       ) 3
 BZ1285  NAD 27      -  31 39 51.08200(N)    097 15 53.61900(W) AD(       ) 3
 BZ1285
 BZ1285.Superseded values are not recommended for survey control.
 BZ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1285.See file dsdata.txt to determine how the superseded data were derived.
 BZ1285
 BZ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA6446904540(NAD 83)
 BZ1285_MARKER: DS = TRIANGULATION STATION DISK
 BZ1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1285
 BZ1285  HISTORY     - Date     Condition        Report By
 BZ1285  HISTORY     - 1955     MONUMENTED       CGS
 BZ1285  HISTORY     - 1958     GOOD             CGS
 BZ1285
 BZ1285                          STATION DESCRIPTION
 BZ1285
 BZ1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 BZ1285'STATION IS ABOUT 2.5 MI. E-NE OF CHINA SPRINGS, 10.3 MI.
 BZ1285'(AIRLINE) NW OF WACO, AND ON THE LOUDERBACK ESTATE OCCUPIED
 BZ1285'BY MR. ROBINSON.  IT IS ABOUT 100 YD. SW OF MR. ROBINSONS
 BZ1285'HOUSE.  IT IS 21 FT. NE OF THE CENTER LINE OF A GRAVEL ROAD,
 BZ1285'3.5 FT. NE OF THE NE RIGHT-OF-WAY FENCE, AND 20.8 FT. SE
 BZ1285'OF A POWER POLE HAVING A SMALL TRANSFORMER NEAR THE TOP.
 BZ1285'THE MARK IS IN THE TURN ROW FOR A CULTIVATED FIELD, AND
 BZ1285'ABOUT 8 IN. BELOW THE SURFACE OF THE GROUND.  IT IS A STANDARD
 BZ1285'DISK, STAMPED CHINA 1955 AND SET IN CONCRETE.
 BZ1285'
 BZ1285'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHINA NO 1
 BZ1285'1955 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 IN.,
 BZ1285'NE OF THE STATION, AND 1 FT. SE OF THE GARDEN FENCE.
 BZ1285'
 BZ1285'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHINA NO 2
 BZ1285'1955 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT
 BZ1285'4 IN., 1 FT. SE OF THE GARDEN FENCE, 1 FT. NE OF THE NE
 BZ1285'RIGHT-OF-WAY FENCE, AND IN A FENCE CORNER.
 BZ1285'
 BZ1285'TO REACH FROM BOSQUEVILLE (A VILLAGE ABOUT 1 MI. E OF WACO
 BZ1285'MUNICIPAL AIRPORT), TAKE THE RIGHT FORK (THE LEFT FORK IS
 BZ1285'THE AIRPORT ROAD) AND GO N FOR 2.1 MI.  PASS THE MITCHENER
 BZ1285'STORE AND GIN AND CONTINUE N ON THE BLACK-TOP ROAD FOR 2.7
 BZ1285'MI.  CONTINUE FOR 1.0 MI. ON THE RIGHT FORK (A BLACK-TOP
 BZ1285'ROAD).  THEN TAKE THE LEFT FORK AND GO 0.7 MI.  AGAIN TAKE
 BZ1285'THE LEFT FORK AND GO 0.5 MI. TO A T-ROAD (GRAVEL TO THE
 BZ1285'RIGHT).  TURN RIGHT HERE AND FOLLOW THE GRAVEL ROAD FOR
 BZ1285'0.2 MI. TO THE STATION ON THE RIGHT AS DESCRIBED.
 BZ1285
 BZ1285                          STATION RECOVERY (1958)
 BZ1285
 BZ1285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 BZ1285'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0934 ***********************************************************************
 EM0934  DESIGNATION -  CHINA
 EM0934  PID         -  EM0934
 EM0934  STATE/COUNTY-  TX/WILBARGER
 EM0934  USGS QUAD   -  HARROLD (1990)
 EM0934
 EM0934                         *CURRENT SURVEY CONTROL
 EM0934  ___________________________________________________________________
 EM0934* NAD 83(1993)-  34 03 44.44605(N)    099 01 22.51408(W)     ADJUSTED  
 EM0934* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 EM0934  ___________________________________________________________________
 EM0934  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 EM0934  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EM0934
 EM0934  HORZ ORDER  -  SECOND
 EM0934
 EM0934.The horizontal coordinates were established by classical geodetic methods
 EM0934.and adjusted by the National Geodetic Survey in February 1996..
 EM0934
 EM0934.The orthometric height was scaled from a topographic map.
 EM0934
 EM0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0934
 EM0934.The geoid height was determined by GEOID03.
 EM0934
 EM0934;                    North         East     Units Scale Factor Converg.
 EM0934;SPC TXNC     - 2,265,792.861   551,724.260   MT  1.00002809   -0 17 06.7
 EM0934;SPC TXNC     - 7,433,688.74  1,810,115.34   sFT  1.00002809   -0 17 06.7
 EM0934;UTM  14      - 3,769,069.064   497,884.882   MT  0.99960006   -0 00 46.2
 EM0934
 EM0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0934!SPC TXNC     -   0.99994460  x   1.00002809  =   0.99997269
 EM0934!UTM  14      -   0.99994460  x   0.99960006  =   0.99954468
 EM0934
 EM0934:                Primary Azimuth Mark                     Grid Az
 EM0934:SPC TXNC     -  ELECTRA TEX PIPELINE CO MICRO            111 34 18.3
 EM0934:UTM  14      -  ELECTRA TEX PIPELINE CO MICRO            111 17 57.8
 EM0934
 EM0934|---------------------------------------------------------------------|
 EM0934| PID    Reference Object                     Distance      Geod. Az  |
 EM0934|                                                           dddmmss.s |
 EM0934| EM0777 ELECTRA TEX PIPELINE CO MICRO       APPROX. 8.5 KM 1111711.6 |
 EM0934| EM0776 ELECTRA S MUNICIPAL TANK            APPROX.10.4 KM 1113801.0 |
 EM0934| EM0778 ELECTRA WESTERN FARMER RAD MST      APPROX. 7.8 KM 1175703.0 |
 EM0934| CX6913 CHINA RM 1                           10.835 METERS 15535     |
 EM0934| CX6912 CHINA AZ MK                                        1643325.8 |
 EM0934| EM0935 HARROLD MUNICIPAL TANK              APPROX. 2.1 KM 3333104.3 |
 EM0934| CX6914 CHINA RM 2                           10.680 METERS 35659     |
 EM0934|---------------------------------------------------------------------|
 EM0934
 EM0934                          SUPERSEDED SURVEY CONTROL
 EM0934
 EM0934  NAD 83(1993)-  34 03 44.44618(N)    099 01 22.51399(W) AD(       ) 2
 EM0934  NAD 83(1986)-  34 03 44.45195(N)    099 01 22.50262(W) AD(       ) 2
 EM0934  NAD 27      -  34 03 44.12610(N)    099 01 21.24151(W) AD(       ) 2
 EM0934
 EM0934.Superseded values are not recommended for survey control.
 EM0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0934.See file dsdata.txt to determine how the superseded data were derived.
 EM0934
 EM0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC9788569069(NAD 83)
 EM0934_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0934_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0934
 EM0934  HISTORY     - Date     Condition        Report By
 EM0934  HISTORY     - 1965     MONUMENTED       CGS
 EM0934
 EM0934                          STATION DESCRIPTION
 EM0934
 EM0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0934'STATION IS 8 MILES SOUTHEAST OF OKLAUNION, 6-1/2 MILES
 EM0934'WEST-NORTHWEST OF ELECTRA AND 1 MILE SOUTH-SOUTHEAST OF HAROLD ON
 EM0934'A LOW GRASSY RIDGE, ON THE WAGGONER ESTATE.
 EM0934'
 EM0934'TO REACH THE STATION FROM THE POST OFFICE IN HARROLD, GO SOUTHEAST
 EM0934'ON U.S. HIGHWAY 287 FOR 0.25 MILE TO A GRAVELED SIDE ROAD ON
 EM0934'THE RIGHT.  TURN RIGHT AND GO SOUTH-SOUTHEAST ON THE GRAVELED ROAD
 EM0934'FOR 1.15 MILES TO THE STATION ON THE RIGHT.
 EM0934'
 EM0934'STATION MARK IS A STANDARD DISK STAMPED, CHINA 1965, SET IN
 EM0934'THE TOP OF A 12-INCH IN DIAMETER CONCRETE POST PROJECTING 3
 EM0934'INCHES ABOVE THE GROUND.  IT IS 38 FEET WEST OF THE CENTERLINE
 EM0934'OF A NORTH-SOUTH GRAVELED ROAD, 9.3 FEET WEST-NORTHWEST OF A
 EM0934'WITNESS POST AND 8.8 FEET WEST OF A RIGHT-OF-WAY FENCE.
 EM0934'
 EM0934'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED, CHINA NO 1 1965,
 EM0934'SET IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE POST PROJECTING
 EM0934'2 INCHES ABOVE THE GROUND.  IT IS 31.8 FEET WEST OF THE CENTERLINE
 EM0934'OF THE ROAD, 2.5 FEET WEST OF THE FENCE AND AT ABOUT THE SAME
 EM0934'ELEVATION AS THE STATION.
 EM0934'
 EM0934'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, CHINA NO 2 1965,
 EM0934'SET IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE POST PROJECTING
 EM0934'2 INCHES ABOVE THE GROUND.  IT IS 31 FEET WEST OF THE CENTERLINE
 EM0934'OF THE ROAD, 2 FEET WEST OF THE FENCE AND AT ABOUT THE SAME
 EM0934'ELEVATION AS THE STATION.
 EM0934'
 EM0934'AZIMUTH MARK IS A STANDARD DISK STAMPED, CHINA 1965, SET IN
 EM0934'THE TOP OF A 12-INCH IN DIAMETER CONCRETE POST PROJECTING 4
 EM0934'INCHES ABOVE THE GROUND.  IT IS 41 FEET EAST OF A NORTH-SOUTH
 EM0934'GRAVELED ROAD, 11.5 FEET EAST OF A NORTH-SOUTH FENCE, 3 FEET
 EM0934'NORTHEAST OF A WITNESS POST AND 2 FEET NORTH OF AN EAST-WEST
 EM0934'FENCE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 EM0934'THE GRAVELED ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0197 ***********************************************************************
 BL0197  DESIGNATION -  CHINA AZ MK RESET
 BL0197  PID         -  BL0197
 BL0197  STATE/COUNTY-  TX/JEFFERSON
 BL0197  USGS QUAD   -  CHINA (1985)
 BL0197
 BL0197                         *CURRENT SURVEY CONTROL
 BL0197  ___________________________________________________________________
 BL0197* NAD 83(1986)-  30 02 47.     (N)    094 20 39.     (W)     SCALED    
 BL0197* NAVD 88     -        12.565  (meters)      41.22   (feet)  ADJUSTED  
 BL0197  ___________________________________________________________________
 BL0197  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0197  DYNAMIC HT  -          12.548 (meters)      41.17  (feet)  COMP
 BL0197  MODELED GRAV-     979,305.0   (mgal)                       NAVD 88
 BL0197
 BL0197  VERT ORDER  -  FIRST     CLASS I
 BL0197
 BL0197.The horizontal coordinates were scaled from a topographic map and have
 BL0197.an estimated accuracy of +/- 6 seconds.
 BL0197
 BL0197.The orthometric height was determined by differential leveling
 BL0197.and adjusted by the National Geodetic Survey in June 1991..
 BL0197
 BL0197.The geoid height was determined by GEOID03.
 BL0197
 BL0197.The dynamic height is computed by dividing the NAVD 88
 BL0197.geopotential number by the normal gravity value computed on the
 BL0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0197.degrees latitude (g = 980.6199 gals.).
 BL0197
 BL0197.The modeled gravity was interpolated from observed gravity values.
 BL0197
 BL0197;                    North         East    Units  Estimated Accuracy
 BL0197;SPC TXSC     - 4,254,210.    1,048,870.      MT  (+/- 180 meters Scaled)
 BL0197
 BL0197                          SUPERSEDED SURVEY CONTROL
 BL0197
 BL0197  NGVD 29 (??/??/92)   12.58   (m)           41.3    (f) COMPUTED    1 1
 BL0197
 BL0197.Superseded values are not recommended for survey control.
 BL0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0197.See file dsdata.txt to determine how the superseded data were derived.
 BL0197
 BL0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP704246(NAD 83)
 BL0197_MARKER: DZ = AZIMUTH MARK DISK
 BL0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0197_SP_SET: CULVERT
 BL0197_STAMPING: CHINA 1931 1970
 BL0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0197+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 BL0197
 BL0197  HISTORY     - Date     Condition        Report By
 BL0197  HISTORY     - 1970     MONUMENTED       NGS
 BL0197  HISTORY     - 1972     GOOD             NGS
 BL0197  HISTORY     - 19870829 GOOD             USPSQD
 BL0197  HISTORY     - 1988     POOR             USPSQD
 BL0197  HISTORY     - 1989     GOOD             USPSQD
 BL0197  HISTORY     - 1990     GOOD             USPSQD
 BL0197  HISTORY     - 19900412 GOOD             USPSQD
 BL0197  HISTORY     - 19940805 GOOD             USPSQD
 BL0197  HISTORY     - 19990728 GOOD             USPSQD
 BL0197  HISTORY     - 20010331 GOOD             NGS
 BL0197  HISTORY     - 20010331 GOOD             NGS
 BL0197  HISTORY     - 20030304 GOOD             USPSQD
 BL0197  HISTORY     - 20040304 GOOD             USPSQD
 BL0197
 BL0197                          STATION DESCRIPTION
 BL0197
 BL0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0197'0.5 MI W FROM CHINA.
 BL0197'ABOUT 0.5 MILE WEST ALONG US HIGHWAY 90 FROM A PAVED ROAD
 BL0197'INTERSECTION, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL TO
 BL0197'A 12-FOOT CONCRETE BOX CULVERT UNDER THE WESTBOUND LANE OF THE
 BL0197'HIGHWAY, 21.7 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF
 BL0197'THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 BL0197
 BL0197                          STATION RECOVERY (1987)
 BL0197
 BL0197'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0197'RECOVERED IN GOOD CONDITION.
 BL0197
 BL0197                          STATION RECOVERY (1988)
 BL0197
 BL0197'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0197'MARK RECOVERED IN POOR CONDITION.
 BL0197
 BL0197                          STATION RECOVERY (1989)
 BL0197
 BL0197'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0197'RECOVERED IN GOOD CONDITION.
 BL0197
 BL0197                          STATION RECOVERY (1990)
 BL0197
 BL0197'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0197'RECOVERED IN GOOD CONDITION.
 BL0197
 BL0197                          STATION RECOVERY (1990)
 BL0197
 BL0197'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0197'RECOVERED IN GOOD CONDITION.
 BL0197
 BL0197                          STATION RECOVERY (1994)
 BL0197
 BL0197'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0197'RECOVERED IN GOOD CONDITION.
 BL0197
 BL0197                          STATION RECOVERY (1999)
 BL0197
 BL0197'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0197'RECOVERED IN GOOD CONDITION.
 BL0197
 BL0197                          STATION RECOVERY (2001)
 BL0197
 BL0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0197'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0197
 BL0197                          STATION RECOVERY (2001)
 BL0197
 BL0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0197'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0197
 BL0197                          STATION RECOVERY (2003)
 BL0197
 BL0197'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0197'RECOVERED IN GOOD CONDITION.
 BL0197
 BL0197                          STATION RECOVERY (2004)
 BL0197
 BL0197'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0195 ***********************************************************************
 BL0195  DESIGNATION -  CHINA RESET
 BL0195  PID         -  BL0195
 BL0195  STATE/COUNTY-  TX/JEFFERSON
 BL0195  USGS QUAD   -  CHINA (1985)
 BL0195
 BL0195                         *CURRENT SURVEY CONTROL
 BL0195  ___________________________________________________________________
 BL0195* NAD 83(1993)-  30 02 45.41098(N)    094 20 55.32338(W)     ADJUSTED  
 BL0195* NAVD 88     -        12.439  (meters)      40.81   (feet)  ADJUSTED  
 BL0195  ___________________________________________________________________
 BL0195  X           -    -418,993.012 (meters)                     COMP
 BL0195  Y           -  -5,509,786.920 (meters)                     COMP
 BL0195  Z           -   3,174,776.216 (meters)                     COMP
 BL0195  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BL0195  ELLIP HEIGHT-         -15.02  (meters)          (06/17/02) GPS OBS
 BL0195  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0195  DYNAMIC HT  -          12.422 (meters)      40.75  (feet)  COMP
 BL0195  MODELED GRAV-     979,304.9   (mgal)                       NAVD 88
 BL0195
 BL0195  HORZ ORDER  -  FIRST
 BL0195  VERT ORDER  -  FIRST     CLASS I
 BL0195  ELLP ORDER  -  FIFTH     CLASS I
 BL0195
 BL0195.The horizontal coordinates were established by GPS observations
 BL0195.and adjusted by the National Geodetic Survey in February 1996..
 BL0195
 BL0195.The orthometric height was determined by differential leveling
 BL0195.and adjusted by the National Geodetic Survey in June 1991..
 BL0195
 BL0195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL0195
 BL0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0195
 BL0195.The ellipsoidal height was determined by GPS observations
 BL0195.and is referenced to NAD 83.
 BL0195
 BL0195.The geoid height was determined by GEOID03.
 BL0195
 BL0195.The dynamic height is computed by dividing the NAVD 88
 BL0195.geopotential number by the normal gravity value computed on the
 BL0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0195.degrees latitude (g = 980.6199 gals.).
 BL0195
 BL0195.The modeled gravity was interpolated from observed gravity values.
 BL0195
 BL0195;                    North         East     Units Scale Factor Converg.
 BL0195;SPC TXSC     - 4,254,140.701 1,048,434.524   MT  0.99994005   +2 16 43.4
 BL0195;SPC TXSC     -13,957,126.62  3,439,738.93   sFT  0.99994005   +2 16 43.4
 BL0195;SPC TX C     - 3,057,568.737 1,276,901.674   MT  1.00001963   +3 04 56.8
 BL0195;SPC TX C     -10,031,373.43  4,189,301.58   sFT  1.00001963   +3 04 56.8
 BL0195;UTM  15      - 3,324,643.051   369,974.849   MT  0.99980859   -0 40 31.4
 BL0195
 BL0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0195!SPC TXSC     -   1.00000236  x   0.99994005  =   0.99994241
 BL0195!SPC TX C     -   1.00000236  x   1.00001963  =   1.00002199
 BL0195!UTM  15      -   1.00000236  x   0.99980859  =   0.99981095
 BL0195
 BL0195|---------------------------------------------------------------------|
 BL0195| PID    Reference Object                     Distance      Geod. Az  |
 BL0195|                                                           dddmmss.s |
 BL0195| BL0194 CHINA RM 1                          231.544 METERS 05535     |
 BL0195| BL2069 BEAUMONT MUNICIPAL TANK             APPROX.24.5 KM 0773414.5 |
 BL0195| BL2065 BEAUMONT SAN JACINTO BLDG TWR       APPROX.24.5 KM 0802932.6 |
 BL0195| BL2082 BEAUMONT STEINHEIGEN MILL TANK      APPROX.23.0 KM 0811047.6 |
 BL0195| BL2074 BEAUMONT TYRRELL RICE CO TANK       APPROX.23.7 KM 0814925.9 |
 BL0195| BL0197 CHINA AZ MK RESET                                  08221     |
 BL0195| BL2086 BEAUMONT MAGNOLIA PETROL STK        APPROX.26.6 KM 0850310.5 |
 BL0195| BL2094 NOME FIRST BAP CH BELFRY            APPROX. 7.0 KM 2595605.4 |
 BL0195| BL0191 R 690                                              26034     |
 BL0195| BL0196 CHINA RM 2                           85.960 METERS 31652     |
 BL0195| BL0193 CHINA RM 3                           86.078 METERS 31724     |
 BL0195|---------------------------------------------------------------------|
 BL0195
 BL0195                          SUPERSEDED SURVEY CONTROL
 BL0195
 BL0195  ELLIP H (02/16/96)  -14.93   (m)                       GP(       ) 5 1
 BL0195  NAD 83(1993)-  30 02 45.41048(N)    094 20 55.32358(W) AD(       ) 1
 BL0195  ELLIP H (01/21/93)  -14.92   (m)                       GP(       ) 4 2
 BL0195  NAD 83(1986)-  30 02 45.43034(N)    094 20 55.30418(W) AD(       ) 1
 BL0195  NAD 83(1986)-  30 02 45.43194(N)    094 20 55.30799(W) AD(       ) 1
 BL0195  NAD 27      -  30 02 44.66200(N)    094 20 54.62900(W) AD(       ) 1
 BL0195  NGVD 29 (??/??/92)   12.45   (m)           40.8    (f) COMPUTED    1 1
 BL0195
 BL0195.Superseded values are not recommended for survey control.
 BL0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0195.See file dsdata.txt to determine how the superseded data were derived.
 BL0195
 BL0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6997524643(NAD 83)
 BL0195_MARKER: DS = TRIANGULATION STATION DISK
 BL0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0195_SP_SET: CONCRETE POST
 BL0195_STAMPING: CHINA 1931 1951
 BL0195_MARK LOGO: CGS   
 BL0195_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BL0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0195+STABILITY: SURFACE MOTION
 BL0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0195+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1990
 BL0195
 BL0195  HISTORY     - Date     Condition        Report By
 BL0195  HISTORY     - 1951     MONUMENTED       CGS
 BL0195  HISTORY     - 1958     GOOD             CGS
 BL0195  HISTORY     - 1964     GOOD             CGS
 BL0195  HISTORY     - 1970     GOOD             NGS
 BL0195  HISTORY     - 1972     GOOD             NGS
 BL0195  HISTORY     - 19870829 GOOD             USPSQD
 BL0195  HISTORY     - 1988     GOOD             USPSQD
 BL0195  HISTORY     - 19891213 GOOD             MERRIC
 BL0195  HISTORY     - 1990     GOOD             USPSQD
 BL0195  HISTORY     - 19900412 GOOD             USPSQD
 BL0195  HISTORY     - 19900412 GOOD
 BL0195  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL0195
 BL0195                          STATION DESCRIPTION
 BL0195
 BL0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL0195'THE SUB-SURFACE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE
 BL0195'MARK NO. 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BL0195'THE SURFACE STATION MARK, FOUND LYING ON ITS SIDE, WAS REPLACED
 BL0195'AND LOWERED 18 INCHES.  BENCH MARK R-690 WAS USED AS AN AZIMUTH
 BL0195'MARK.  A DIFFERENCE IN THE DISTANCE TO REFERENCE MARK NO. 1
 BL0195'WAS FOUND.
 BL0195'
 BL0195'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL0195'
 BL0195'THE STATION IS LOCATED ABOUT 0.8 MILE WEST OF CHINA ON THE
 BL0195'ROAD RIGHT-OF-WAY, 75 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD
 BL0195'TRACK, 48 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 90 AND 4
 BL0195'FEET WEST OF A WITNESS POST.  IT IS STAMPED CHINA 1931 1951
 BL0195'AND IS FLUSH WITH THE GROUND SURFACE.
 BL0195'
 BL0195'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 25 FEET
 BL0195'SOUTH OF THE CENTER OF A HARD SURFACED ROAD AND 4 FEET NORTH
 BL0195'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED CHINA NO 1 1931
 BL0195'AND PROJECTS 2 INCHES.
 BL0195'
 BL0195'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, JUST EAST
 BL0195'OF AN IRRIGATION CANAL, 25 FEET NORTH OF THE CENTER OF A HARD
 BL0195'SURFACED ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 BL0195'IT IS STAMPED CHINA NO 2 1931 AND PROJECTS 2 INCHES.
 BL0195'
 BL0195'BENCH MARK R-690 IS A STANDARD BRONZE DISK SET IN A DRILL
 BL0195'HOLE IN THE NORTH HEADWALL OF A CONCRETE CULVERT, 18 FEET
 BL0195'NORTH OF THE CENTER OF U.S. HIGHWAY 90.  IT IS STAMPED R-690
 BL0195'1942.
 BL0195'
 BL0195'TO REACH THE STATION FROM THE POST OFFICE IN CHINA, GO SOUTH
 BL0195'FOR 0.15 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON
 BL0195'U.S. HIGHWAY 90 FOR 0.8 MILE TO STATION ON RIGHT AS DESCRIBED.
 BL0195'CONTINUE WEST FOR 0.6 MILE TO AZIMUTH MARK (BENCH MARK R-690)
 BL0195'ON RIGHT AS DESCRIBED.
 BL0195
 BL0195                          STATION RECOVERY (1958)
 BL0195
 BL0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CB)
 BL0195'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BL0195'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 BL0195
 BL0195                          STATION RECOVERY (1964)
 BL0195
 BL0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RMB)
 BL0195'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS WERE
 BL0195'NOT RECOVERED.  A THOROUGH SEARCH WAS NOT MADE.
 BL0195
 BL0195                          STATION RECOVERY (1970)
 BL0195
 BL0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BL0195'THE STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE
 BL0195'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 BL0195'TO BE DESTROYED.  A NEW REFERENCE MARK AND AZIMUTH MARK WERE
 BL0195'SET.  DUE TO ROAD IMPROVEMENTS R 690 1942 WILL BE DESTROYED.
 BL0195'
 BL0195'A COMPLETE DESCRIPTION IS AS FOLLOWS--STATION IS ABOUT 15 MILES
 BL0195'WEST OF BEAUMONT, 0.8 MILES WEST OF CHINA, BETWEEN THE SOUTHERN
 BL0195'PACIFIC RAILROAD AND U.S. HIGHWAY 90.
 BL0195'
 BL0195'TO REACH STATION FROM THE POST OFFICE IN CHINA, GO SOUTH 0.15
 BL0195'MILE TO U.S. HIGHWAY 90, TURN RIGHT, WEST, GO 0.5 MILE TO
 BL0195'AZIMUTH MARK ON THE RIGHT.  CONTINUE ON HIGHWAY 0.3 MILE TO
 BL0195'STATION ON THE RIGHT.
 BL0195'
 BL0195'STATION MARKS ARE STANDARD DISKS SET IN CONCRETE.
 BL0195'THE SURFACE DISK, STAMPED CHINA 1931 1951 IS SET IN A 12 IN
 BL0195'X 12 IN CONCRETE POST FLUSH WITH SURFACE OF GROUND.  IT
 BL0195'IS 52.5 FEET NORTH OF THE WEST BOUND HIGHWAY CENTER LINE,
 BL0195'85 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 71.5
 BL0195'FEET SOUTHEAST OF A TELEGRAPH POLE, 0.1 MILE EAST OF A CANAL,
 BL0195'1 FOOT SOUTH OF A CONCRETE WITNESS POST, AND 1 FOOT WEST OF A
 BL0195'METAL WITNESS POST.
 BL0195'
 BL0195'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CHINA NO 1 1931,
 BL0195'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES
 BL0195'ABOVE GROUND.  IT IS 120 FEET WEST OF A TELEPHONE POLE NO. 600,
 BL0195'150 FEET SOUTHWEST OF A FIELD DRIVEWAY, 28 FEET SOUTH OF THE
 BL0195'CENTER LINE OF OLD NOME ROAD, AND 1 FOOT WEST OF A METAL WITNESS
 BL0195'POST.
 BL0195'
 BL0195'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED CHINA 1931 NO 3
 BL0195'1970 IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 BL0195'SURFACE OF GROUND.  IT IS 29 FEET NORTH OF THE CENTER LINE
 BL0195'OF OLD NOME ROAD, 145 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 BL0195'TRACKS, 64 FEET EAST OF THE NORTHEAST CORNER OF BRIDGE OVER
 BL0195'CANAL, 2 FEET SOUTH OF RIGHT-OF-WAY FENCE AND A METAL WITNESS
 BL0195'POST.
 BL0195'
 BL0195'AZIMUTH MARK, A STANDARD DISK, STAMPED CHINA 1931 1970, IS
 BL0195'CEMENTED IN A DRILL HOLE IN THE EAST END OF THE NORTH HEADWALL
 BL0195'OF A CULVERT UNDER THE WEST BOUND LANE OF U.S. HIGHWAY 90,
 BL0195'22 FEET NORTH OF THE HIGHWAY CENTER LINE AND ABOUT 0.5 FOOT
 BL0195'ABOVE THE ROAD.
 BL0195
 BL0195                          STATION RECOVERY (1972)
 BL0195
 BL0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0195'0.8 MI W FROM CHINA.
 BL0195'ABOUT 0.8 MILE WEST ALONG US HIGHWAY 90 FROM A PAVED ROAD INTERSECTION
 BL0195'THENCE ABOUT 140 YARDS EAST OF THE EAST END OF THE WESTBOUND LANE OF
 BL0195'THE HIGHWAY BRIDGE OVER A CANAL, 52.7 FEET NORTH OF THE CENTER LINE OF
 BL0195'THE WESTBOUND LANE OF THE HIGHWAY, 45.2 FEET NORTHWEST OF A METAL POST
 BL0195'THAT SUPPORTS A LARGE ONE-WAY ARROW, 11 FEET EAST OF THE EXTENDED
 BL0195'CENTER LINE OF A CROSSOVER BETWEEN THE TWO LANES OF THE HIGHWAY, 1
 BL0195'FOOT SOUTH OF A CONCRETE WITNESS POST, 1 FOOT WEST OF A METAL WITNESS
 BL0195'POST AND ABOUT 1.5 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 BL0195'OF A CONCRETE POST PROJECTING 0.1 FOOT.
 BL0195
 BL0195                          STATION RECOVERY (1987)
 BL0195
 BL0195'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0195'RECOVERED IN GOOD CONDITION.
 BL0195
 BL0195                          STATION RECOVERY (1988)
 BL0195
 BL0195'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0195'RECOVERED IN GOOD CONDITION.
 BL0195
 BL0195                          STATION RECOVERY (1989)
 BL0195
 BL0195'RECOVERY NOTE BY MERRICK AND COMPANY 1989
 BL0195'RECOVERED IN GOOD CONDITION.
 BL0195
 BL0195                          STATION RECOVERY (1990)
 BL0195
 BL0195'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0195'RECOVERED IN GOOD CONDITION.
 BL0195
 BL0195                          STATION RECOVERY (1990)
 BL0195
 BL0195'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0195'RECOVERED IN GOOD CONDITION.
 BL0195
 BL0195                          STATION RECOVERY (1990)
 BL0195
 BL0195'RECOVERED 1990
 BL0195'RECOVERED IN GOOD CONDITION.
 BL0195
 BL0195                          STATION RECOVERY (2005)
 BL0195
 BL0195'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0194 ***********************************************************************
 BL0194  DESIGNATION -  CHINA RM 1
 BL0194  PID         -  BL0194
 BL0194  STATE/COUNTY-  TX/JEFFERSON
 BL0194  USGS QUAD   -  CHINA (1985)
 BL0194
 BL0194                         *CURRENT SURVEY CONTROL
 BL0194  ___________________________________________________________________
 BL0194* NAD 83(1986)-  30 02 49.     (N)    094 20 47.     (W)     SCALED    
 BL0194* NAVD 88     -        12.443  (meters)      40.82   (feet)  ADJUSTED  
 BL0194  ___________________________________________________________________
 BL0194  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0194  DYNAMIC HT  -          12.426 (meters)      40.77  (feet)  COMP
 BL0194  MODELED GRAV-     979,305.0   (mgal)                       NAVD 88
 BL0194
 BL0194  VERT ORDER  -  FIRST     CLASS I
 BL0194
 BL0194.The horizontal coordinates were scaled from a topographic map and have
 BL0194.an estimated accuracy of +/- 6 seconds.
 BL0194
 BL0194.The orthometric height was determined by differential leveling
 BL0194.and adjusted by the National Geodetic Survey in June 1991..
 BL0194
 BL0194.The geoid height was determined by GEOID03.
 BL0194
 BL0194.The dynamic height is computed by dividing the NAVD 88
 BL0194.geopotential number by the normal gravity value computed on the
 BL0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0194.degrees latitude (g = 980.6199 gals.).
 BL0194
 BL0194.The modeled gravity was interpolated from observed gravity values.
 BL0194
 BL0194;                    North         East    Units  Estimated Accuracy
 BL0194;SPC TXSC     - 4,254,260.    1,048,650.      MT  (+/- 180 meters Scaled)
 BL0194
 BL0194                          SUPERSEDED SURVEY CONTROL
 BL0194
 BL0194  NGVD 29 (??/??/92)   12.455  (m)           40.86   (f) ADJ UNCH    1 1
 BL0194
 BL0194.Superseded values are not recommended for survey control.
 BL0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0194.See file dsdata.txt to determine how the superseded data were derived.
 BL0194
 BL0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP701247(NAD 83)
 BL0194_MARKER: DR = REFERENCE MARK DISK
 BL0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0194_STAMPING: CHINA NO. 1 1931
 BL0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0194+STABILITY: SURFACE MOTION
 BL0194
 BL0194  HISTORY     - Date     Condition        Report By
 BL0194  HISTORY     - 1931     MONUMENTED       CGS
 BL0194  HISTORY     - 1972     GOOD             NGS
 BL0194  HISTORY     - 19870829 MARK NOT FOUND   USPSQD
 BL0194  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0194  HISTORY     - 19900412 MARK NOT FOUND   USPSQD
 BL0194  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 BL0194  HISTORY     - 19990728 MARK NOT FOUND   USPSQD
 BL0194  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0194  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0194  HISTORY     - 20030310 MARK NOT FOUND   USPSQD
 BL0194
 BL0194                          STATION DESCRIPTION
 BL0194
 BL0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0194'0.75 MI NW FROM CHINA.
 BL0194'ABOUT 0.65 MILE WEST ALONG US HIGHWAY 90 FROM A PAVED ROAD
 BL0194'INTERSECTION THENCE 0.1 MILE NORTH ACROSS COUNTRY, ALSO ABOUT 0.65
 BL0194'MILE WEST ALONG OLD NOME ROAD FROM THE JUNCTION OF BROADWAY AT CHINA
 BL0194'ABOUT 126 YARDS WEST OF THE JUNCTION OF A DRIVE NORTH TO A ONE-STORY
 BL0194'FRAME HOUSE WITH ASBESTOS SIDING, 120 FEET WEST OF A POWER POLE NO.
 BL0194'600-1, 27.5 FEET SOUTH OF THE CENTER LINE OF OLD NOME ROAD, 159.66
 BL0194'FEET NORTHEAST OF THE STATION MARK.  1.2 FEET WEST OF A METAL WITNESS
 BL0194'POST AND ABOUT LEVEL WITH THE ROAD, AND IS A DISK SET IN THE TOP OF A
 BL0194'CONCRETE POST PROJECTING 0.5 FOOT.
 BL0194
 BL0194                          STATION RECOVERY (1987)
 BL0194
 BL0194'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0194'MARK NOT FOUND.
 BL0194
 BL0194                          STATION RECOVERY (1988)
 BL0194
 BL0194'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0194'MARK NOT FOUND.
 BL0194
 BL0194                          STATION RECOVERY (1990)
 BL0194
 BL0194'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0194'MARK NOT FOUND.
 BL0194
 BL0194                          STATION RECOVERY (1994)
 BL0194
 BL0194'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0194'MARK NOT FOUND.
 BL0194
 BL0194                          STATION RECOVERY (1999)
 BL0194
 BL0194'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0194'MARK NOT FOUND.
 BL0194
 BL0194                          STATION RECOVERY (2001)
 BL0194
 BL0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0194'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0194
 BL0194                          STATION RECOVERY (2001)
 BL0194
 BL0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0194'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0194
 BL0194                          STATION RECOVERY (2003)
 BL0194
 BL0194'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0193 ***********************************************************************
 BL0193  DESIGNATION -  CHINA RM 3
 BL0193  PID         -  BL0193
 BL0193  STATE/COUNTY-  TX/JEFFERSON
 BL0193  USGS QUAD   -  CHINA (1985)
 BL0193
 BL0193                         *CURRENT SURVEY CONTROL
 BL0193  ___________________________________________________________________
 BL0193* NAD 83(1986)-  30 02 47.     (N)    094 20 55.     (W)     SCALED    
 BL0193* NAVD 88     -        13.062  (meters)      42.85   (feet)  ADJUSTED  
 BL0193  ___________________________________________________________________
 BL0193  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0193  DYNAMIC HT  -          13.044 (meters)      42.80  (feet)  COMP
 BL0193  MODELED GRAV-     979,304.9   (mgal)                       NAVD 88
 BL0193
 BL0193  VERT ORDER  -  FIRST     CLASS I
 BL0193
 BL0193.The horizontal coordinates were scaled from a topographic map and have
 BL0193.an estimated accuracy of +/- 6 seconds.
 BL0193
 BL0193.The orthometric height was determined by differential leveling
 BL0193.and adjusted by the National Geodetic Survey in June 1991..
 BL0193
 BL0193.The geoid height was determined by GEOID03.
 BL0193
 BL0193.The dynamic height is computed by dividing the NAVD 88
 BL0193.geopotential number by the normal gravity value computed on the
 BL0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0193.degrees latitude (g = 980.6199 gals.).
 BL0193
 BL0193.The modeled gravity was interpolated from observed gravity values.
 BL0193
 BL0193;                    North         East    Units  Estimated Accuracy
 BL0193;SPC TXSC     - 4,254,190.    1,048,440.      MT  (+/- 180 meters Scaled)
 BL0193
 BL0193                          SUPERSEDED SURVEY CONTROL
 BL0193
 BL0193  NGVD 29 (??/??/92)   13.074  (m)           42.89   (f) ADJ UNCH    1 1
 BL0193
 BL0193.Superseded values are not recommended for survey control.
 BL0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0193.See file dsdata.txt to determine how the superseded data were derived.
 BL0193
 BL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP699246(NAD 83)
 BL0193_MARKER: DR = REFERENCE MARK DISK
 BL0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0193_STAMPING: CHINA 1931 NO 3 1970
 BL0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0193+STABILITY: SURFACE MOTION
 BL0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0193+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003
 BL0193
 BL0193  HISTORY     - Date     Condition        Report By
 BL0193  HISTORY     - 1970     MONUMENTED       NGS
 BL0193  HISTORY     - 1972     GOOD             NGS
 BL0193  HISTORY     - 1988     GOOD             USPSQD
 BL0193  HISTORY     - 19900412 GOOD             USPSQD
 BL0193  HISTORY     - 19940423 GOOD             USPSQD
 BL0193  HISTORY     - 19990728 GOOD             USPSQD
 BL0193  HISTORY     - 20010331 GOOD             NGS
 BL0193  HISTORY     - 20010331 GOOD             NGS
 BL0193  HISTORY     - 20010331 GOOD             NGS
 BL0193  HISTORY     - 20030310 GOOD             USPSQD
 BL0193  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL0193
 BL0193                          STATION DESCRIPTION
 BL0193
 BL0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0193'0.8 MI W FROM CHINA.
 BL0193'ABOUT 0.8 MILE WEST ALONG US HIGHWAY 90 FROM A PAVED ROAD INTERSECTION
 BL0193'ALSO 0.8 MILE WEST ALONG OLD NOME ROAD FROM THE JUNCTION OF BROADWAY
 BL0193'AT CHINA, 282.41 FEET NORTHWEST AND ACROSS BOTH THE ROAD AND THE
 BL0193'SOUTHERN PACIFIC RAILROAD FROM THE STATION, 64 FEET EAST OF THE
 BL0193'NORTHEAST END OF THE NORTHEAST WINGWALL OF A 75-FOOT CONCRETE BRIDGE
 BL0193'OVER A LARGE CANAL, 27.5 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BL0193'2.8 FEET SOUTHEAST OF A BOARD FENCE, 2.5 FEET SOUTHEAST OF A METAL
 BL0193'WITNESS POST AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND IS IN
 BL0193'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.  NOTE-- A NARROW STRIP HAS
 BL0193'BEEN BROKEN OFF OF THE EAST SIDE OF THE POST.
 BL0193
 BL0193                          STATION RECOVERY (1988)
 BL0193
 BL0193'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0193'RECOVERED IN GOOD CONDITION.
 BL0193
 BL0193                          STATION RECOVERY (1990)
 BL0193
 BL0193'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0193'RECOVERED IN GOOD CONDITION.
 BL0193
 BL0193                          STATION RECOVERY (1994)
 BL0193
 BL0193'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0193'RECOVERED IN GOOD CONDITION.
 BL0193
 BL0193                          STATION RECOVERY (1999)
 BL0193
 BL0193'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0193'RECOVERED IN GOOD CONDITION.
 BL0193
 BL0193                          STATION RECOVERY (2001)
 BL0193
 BL0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0193'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0193
 BL0193                          STATION RECOVERY (2001)
 BL0193
 BL0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0193'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0193
 BL0193                          STATION RECOVERY (2001)
 BL0193
 BL0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0193'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0193
 BL0193                          STATION RECOVERY (2003)
 BL0193
 BL0193'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0193'RECOVERED IN GOOD CONDITION.
 BL0193
 BL0193                          STATION RECOVERY (2005)
 BL0193
 BL0193'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1663 ***********************************************************************
 AE1663  DESIGNATION -  CHINGES RESET
 AE1663  PID         -  AE1663
 AE1663  STATE/COUNTY-  TX/STARR
 AE1663  USGS QUAD   -  EL CHAPOTE CREEK (1972)
 AE1663
 AE1663                         *CURRENT SURVEY CONTROL
 AE1663  ___________________________________________________________________
 AE1663* NAD 83(1993)-  26 31 28.65855(N)    098 56 41.17596(W)     ADJUSTED  
 AE1663* NAVD 88     -       144.3    (meters)     473.     (feet)  VERTCON   
 AE1663  ___________________________________________________________________
 AE1663  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 AE1663  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AE1663
 AE1663  HORZ ORDER  -  FIRST
 AE1663
 AE1663.The horizontal coordinates were established by classical geodetic methods
 AE1663.and adjusted by the National Geodetic Survey in February 1996..
 AE1663
 AE1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1663
 AE1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1663
 AE1663.The geoid height was determined by GEOID03.
 AE1663
 AE1663;                    North         East     Units Scale Factor Converg.
 AE1663;SPC TX S     - 5,095,133.774   255,673.416   MT  0.99992913   -0 12 06.9
 AE1663;SPC TX S     -16,716,284.72    838,821.87   sFT  0.99992913   -0 12 06.9
 AE1663;UTM  14      - 2,933,786.305   505,502.399   MT  0.99960037   +0 01 28.8
 AE1663
 AE1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1663!SPC TX S     -   0.99998101  x   0.99992913  =   0.99991014
 AE1663!UTM  14      -   0.99998101  x   0.99960037  =   0.99958138
 AE1663
 AE1663|---------------------------------------------------------------------|
 AE1663| PID    Reference Object                     Distance      Geod. Az  |
 AE1663|                                                           dddmmss.s |
 AE1663| CV3032 CHINGES RM                           22.990 METERS 05526     |
 AE1663| CV3033 CHINGES RM 1                         24.009 METERS 05627     |
 AE1663| CV3034 CHINGES RM 2                         10.108 METERS 16650     |
 AE1663| AE1648 OIL DERRICK 1                       APPROX.10.6 KM 3245646.8 |
 AE1663| AE1634 OIL DERRICK 2                       APPROX. 7.9 KM 3334202.3 |
 AE1663| AE1632 BANCHEZ                             APPROX. 1.5 KM 3485644.5 |
 AE1663|---------------------------------------------------------------------|
 AE1663
 AE1663                          SUPERSEDED SURVEY CONTROL
 AE1663
 AE1663  NAD 83(1986)-  26 31 28.66173(N)    098 56 41.13414(W) AD(       ) 1
 AE1663  NAD 27      -  26 31 27.44929(N)    098 56 40.02566(W) AD(       ) 1
 AE1663  NGVD 29 (10/18/91)  144.4    (m)          474.     (f) GPS OBS        
 AE1663
 AE1663.Superseded values are not recommended for survey control.
 AE1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1663.See file dsdata.txt to determine how the superseded data were derived.
 AE1663
 AE1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ0550233786(NAD 83)
 AE1663_MARKER: DH = HORIZONTAL CONTROL DISK
 AE1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1663_SP_SET: CONCRETE POST
 AE1663_STAMPING: CHINGES 1917 1974
 AE1663_MARK LOGO: NGS   
 AE1663_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1663+STABILITY: SURFACE MOTION
 AE1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1663+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1991
 AE1663
 AE1663  HISTORY     - Date     Condition        Report By
 AE1663  HISTORY     - 1974     MONUMENTED       NGS
 AE1663  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AE1663  HISTORY     - 19910218 GOOD             NGS
 AE1663
 AE1663                          STATION DESCRIPTION
 AE1663
 AE1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1663'NO MEASUREMENT BETWEEN REFERENCE MARK 1 AND 2 DUE TO TREES
 AE1663'ON LINE.
 AE1663'
 AE1663'A NEW SURFACE AND UNDERGROUND DISK WAS
 AE1663'ESTABLISHED.  THE OLD REFERENCE MARK WAS RECOVERED IN GOOD
 AE1663'CONDITION AND A NEW REFERENCE MARK 2 WAS SET.
 AE1663'
 AE1663'STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF ROMA,
 AE1663'8.5 MILES NORTH OF THE RIO GRANDE RIVER, 7.5 MILES NORTHWEST
 AE1663'OF RIO GRANDE CITY AND ON A FLAT HILL JUST BEYOND A CURVE
 AE1663'IN THE ROAD.
 AE1663'
 AE1663'TO REACH FROM THE POST OFFICE IN ROMA, GO EAST ON U.S. HIGHWAY
 AE1663'83 FOR 6.5 MILES TO STATE HIGHWAY 649.  TURN LEFT AND GO
 AE1663'NORTH FOR 7.8 MILES TO A HOUSE AND SIDE ROAD LEFT.  TURN
 AE1663'LEFT AND GO WESTERLY ON THE PAVED ROAD FOR 1.1 MILES TO A
 AE1663'DIRT SIDE ROAD RIGHT, JUST BEFORE REACHING A CATTLEGUARD.
 AE1663'TURN RIGHT AND GO NORTH ON THE DIRT ROAD FOR 1.6 MILES TO A
 AE1663'FORK AND SIDE ROAD RIGHT.  KEEP THE LEFT FORK, GOING
 AE1663'NORTHWESTERLY FOR 0.4 MILE TO THE STATION ON LEFT.
 AE1663'
 AE1663'STATION MARKS ARE STANDARD DISKS STAMPED CHINGES 1917 1974,
 AE1663'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 AE1663'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE,
 AE1663'UNDERGROUND DISK IS SET IN CONCRETE ABOUT 36 INCHES BELOW
 AE1663'THE GROUND SURFACE.  THE MARK IS 25 FEET NORTH OF A METAL
 AE1663'WITNESS POST, 20 FEET WEST OF CENTER OF THE DIRT ROAD AND 2.5
 AE1663'FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 AE1663'
 AE1663'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHINGES 1917,
 AE1663'SET IN THE TOP OF A 6 X 6-INCH SQUARE CONCRETE POST, PROJECTING
 AE1663'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 78 FEET EAST OF A
 AE1663'METAL WITNESS POST, 58 FEET EAST OF THE CENTER OF THE DIRT
 AE1663'ROAD, 1 FOOT EAST OF THE FENCE LINE AND ABOUT THE SAME ELEVATION
 AE1663'AS STATION.
 AE1663'
 AE1663'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHINGES NO 2 1917
 AE1663'1974, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 AE1663'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 35.5
 AE1663'FEET SOUTH OF A METAL WITNESS POST, 22 FEET WEST OF CENTER
 AE1663'OF THE DIRT ROAD, 2 FEET NORTH OF A METAL WITNESS POST AND
 AE1663'ABOUT THE SAME ELEVATION AS STATION.
 AE1663'
 AE1663'STATION BANCHEZ 1917 WILL SERVE AS A AZIMUTH.
 AE1663'
 AE1663'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 AE1663'
 AE1663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 AE1663'NW OF RIO GRANDE CITY
 AE1663
 AE1663                          STATION RECOVERY (1991)
 AE1663
 AE1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AE1663'THE STATION IS LOCATED ABOUT 14.4 KM (8.9 MI) NORTH-NORTHEAST OF ROMA
 AE1663'AND 13.7 KM (8.5 MI) NORTH OF RIO GRANDE CITY.  OWNERSHIP--TEXAS
 AE1663'DEPARTMENT OF TRANSPORTATION, P.O. BOX 1385, HOUSTON, TX 77251. PHONE
 AE1663'713-896-4571.
 AE1663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM
 AE1663'ROAD 649 IN THE SMALL TOWN OF GARCENO, LOCATED ABOUT 10.4 KM
 AE1663'(6.5 MI) SOUTHEAST OF ROMA AND 12.9 KM (8.0 MI) NORTHWEST OF RIO
 AE1663'GRANDE CITY, GO NORTH ON FARM ROAD 469 FOR 10.86 KM (6.75 MI) TO THE
 AE1663'JUNCTION OF A GRAVEL/PARTIALLY PAVED ROAD ON THE LEFT (AT RUIZS
 AE1663'COUNTRY STORE). TURN LEFT, WEST-SOUTHWEST, ON THE ROAD FOR 1.45 KM
 AE1663'(0.90 MI) TO A DIRT ROAD ON THE RIGHT BETWEEN TWO CATTLE GUARDS. TURN
 AE1663'RIGHT ON THE DIRT ROAD FOR 2.3 KM (1.4 MI) TO A FORK. BEAR LEFT ON
 AE1663'THE MAIN ROAD FOR 0.56 KM (0.35 MI) TO THE STATION ON THE LEFT ALONG
 AE1663'THE SOUTHWEST BANK OF THE ROAD AND NEAR THE SOUTHEAST CORNER OF THE
 AE1663'PROPERTY OF A HOUSE TRAILER.
 AE1663'THE STATION IS FLUSH WITH THE GROUND LOCATED 18.7 M (61.4 FT) EAST OF
 AE1663'THE EAST CORNER OF A HOUSE TRAILER, 5.7 M (18.7 FT) SOUTHWEST OF THE
 AE1663'CENTER OF THE ROAD, 1.6 M (5.2 FT) NORTHEAST OF A FIBERGLASS WITNESS
 AE1663'POST AT BARBED WIRE FENCE AND 0.75 M (2.46 FT) SOUTH OF A METAL
 AE1663'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0444 ***********************************************************************
 CE0444  DESIGNATION -  CHINO
 CE0444  PID         -  CE0444
 CE0444  STATE/COUNTY-  TX/EL PASO
 CE0444  USGS QUAD   -  CANUTILLO (1995)
 CE0444
 CE0444                         *CURRENT SURVEY CONTROL
 CE0444  ___________________________________________________________________
 CE0444* NAD 83(1993)-  31 55 23.85002(N)    106 34 55.51689(W)     ADJUSTED  
 CE0444* NAVD 88     -      1202.777  (meters)    3946.11   (feet)  ADJUSTED  
 CE0444  ___________________________________________________________________
 CE0444  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 CE0444  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CE0444  DYNAMIC HT  -        1200.989 (meters)    3940.24  (feet)  COMP
 CE0444  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 CE0444
 CE0444  HORZ ORDER  -  FIRST
 CE0444  VERT ORDER  -  FIRST     CLASS II
 CE0444
 CE0444.The horizontal coordinates were established by classical geodetic methods
 CE0444.and adjusted by the National Geodetic Survey in February 1996..
 CE0444
 CE0444.The orthometric height was determined by differential leveling
 CE0444.and adjusted by the National Geodetic Survey in June 1991..
 CE0444
 CE0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0444
 CE0444.The geoid height was determined by GEOID03.
 CE0444
 CE0444.The dynamic height is computed by dividing the NAVD 88
 CE0444.geopotential number by the normal gravity value computed on the
 CE0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0444.degrees latitude (g = 980.6199 gals.).
 CE0444
 CE0444.The modeled gravity was interpolated from observed gravity values.
 CE0444
 CE0444;                    North         East     Units Scale Factor Converg.
 CE0444;SPC TX C     - 3,266,764.804   109,348.727   MT  1.00001098   -3 13 06.5
 CE0444;SPC TX C     -10,717,710.86    358,754.95   sFT  1.00001098   -3 13 06.5
 CE0444;UTM  13      - 3,533,025.316   350,430.608   MT  0.99987590   -0 50 12.3
 CE0444
 CE0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0444!SPC TX C     -   0.99981493  x   1.00001098  =   0.99982591
 CE0444!UTM  13      -   0.99981493  x   0.99987590  =   0.99969085
 CE0444
 CE0444|---------------------------------------------------------------------|
 CE0444| PID    Reference Object                     Distance      Geod. Az  |
 CE0444|                                                           dddmmss.s |
 CE0444| CE0445 CHINO RM 1                            8.433 METERS 09234     |
 CE0444| CE0446 CHINO RM 2                            7.552 METERS 35130     |
 CE0444| CE0658 CHINO AZ MK                         APPROX. 1.4 KM 3581246.1 |
 CE0444|---------------------------------------------------------------------|
 CE0444
 CE0444                          SUPERSEDED SURVEY CONTROL
 CE0444
 CE0444  NAD 83(1993)-  31 55 23.85017(N)    106 34 55.51658(W) AD(       ) 1
 CE0444  NAD 83(1986)-  31 55 23.85477(N)    106 34 55.51598(W) AD(       ) 1
 CE0444  NAD 27      -  31 55 23.48723(N)    106 34 53.55117(W) AD(       ) 1
 CE0444  NGVD 29 (07/19/86) 1201.2    (m)         3941.     (f) VERT ANG       
 CE0444
 CE0444.Superseded values are not recommended for survey control.
 CE0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0444.See file dsdata.txt to determine how the superseded data were derived.
 CE0444
 CE0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5043133025(NAD 83)
 CE0444_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0444_SP_SET: CONCRETE POST
 CE0444_STAMPING: CHINO 1980
 CE0444_MARK LOGO: NGS   
 CE0444_PROJECTION: PROJECTING 30 CENTIMETERS
 CE0444_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CE0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0444+STABILITY: SURFACE MOTION
 CE0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0444+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 CE0444
 CE0444  HISTORY     - Date     Condition        Report By
 CE0444  HISTORY     - 1981     MONUMENTED       NGS
 CE0444  HISTORY     - 1981     GOOD             NGS
 CE0444  HISTORY     - 1981     GOOD             NGS
 CE0444  HISTORY     - 19940418 GOOD             NGS
 CE0444  HISTORY     - 20050718 GOOD             INDIV
 CE0444
 CE0444                          STATION DESCRIPTION
 CE0444
 CE0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0444'THE STATION IS LOCATED ABOUT 2.1 KM (1-1/4 MI) EAST OF
 CE0444'THE RIO GRANDE,
 CE0444'1.7 KM (1 MI) NORTH-NORTHWEST OF LOOP 375 (TRANS
 CE0444'MOUNTAIN ROAD), AND ON THE EAST SIDE OF INTERSTATE 10.
 CE0444'OWNERSHIP--STATE HIGHWAY DEPARTMENT, SUPERVISING DESIGN
 CE0444'ENGINEER, LYLE D. SCARBROUGH, 212 NORTH CLARK, EL PASO,
 CE0444'TEXAS 79905, TELEPHONE NUMBER 915-778-4254.
 CE0444'
 CE0444'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0444'HIGHWAY 10 AND LOOP 375 (TRANS MOUNTAIN ROAD), GO NORTH-NORTHWEST
 CE0444'OF THE FRONTAGE ROAD FOR 1.7 KM (1.05 MI) TO THE STATION ON THE
 CE0444'RIGHT ON A SMALL HILL.
 CE0444'
 CE0444'THE STATION IS A STANDARD NGS DISK
 CE0444'STAMPED---CHINO 1980---,
 CE0444'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0444'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0444'10.1 METERS SOUTHEAST FROM THE CENTER OF A LARGE PILE OF ROCKS,
 CE0444'AND
 CE0444'3.7 METERS EAST-NORTHEAST FROM A METAL WITNESS POST.
 CE0444'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CE0444'STAMPED---CHINO 1980---,
 CE0444'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 CE0444'
 CE0444'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CE0444'STAMPED---CHINO NO 1 1980---,
 CE0444'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0444'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0444'12.4 METERS EAST-NORTHEAST FROM THE METAL WITNESS POST, AND
 CE0444'2.9 METERS SOUTH FROM THE CENTER OF A LARGE PILE OF ROCKS.
 CE0444'MARK IS LEVEL WITH STATION.
 CE0444'
 CE0444'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CE0444'STAMPED---CHINO NO 2 1980---,
 CE0444'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 40 CM IN DIAMETER
 CE0444'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0444'12.1 METERS WEST FROM THE CENTER OF A LARGE PILE OF ROCKS, AND
 CE0444'8.0 METERS NORTH FROM THE METAL WITNESS POST.
 CE0444'MARK IS LEVEL WITH STATION.
 CE0444'
 CE0444'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 CE0444'STAMPED---CHINO 1980---,
 CE0444'SET IN A DRILL HOLE IN A 4 METER BY 3 METER CONCRETE CULVERT.
 CE0444'IT IS LOCATED
 CE0444'11.75 METERS EAST-NORTHEAST FROM THE CENTER OF THE NORTH BOUND
 CE0444'LANE OF INTERSTATE HIGHWAY 10,
 CE0444'0.85 METERS WEST-SOUTHWEST FROM A GUARD RAIL, AND
 CE0444'0.35 METERS NORTH-NORTHWEST FROM THE SOUTHEAST EDGE OF CULVERT.
 CE0444'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH FOR 1.4 KM
 CE0444'(0.85 MI) ON THE FRONTAGE ROAD TO THE AZIMUTH MARK ON THE LEFT.
 CE0444'
 CE0444'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 CE0444
 CE0444                          STATION RECOVERY (1981)
 CE0444
 CE0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CE0444'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 CE0444'CONDITION.
 CE0444
 CE0444                          STATION RECOVERY (1981)
 CE0444
 CE0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0444'4.0 KM (2.5 MI) NE FROM CANUTILLO.
 CE0444'THE MARK IS 3.0 M ABOVE THE ROAD.
 CE0444'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 CE0444'IN CANUTILLO, THENCE 1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY LOOP
 CE0444'375, THENCE 1.6 KM (1.0 MI) NORTH ALONG INTERSTATE HIGHWAY 10
 CE0444'FRONTAGE ROAD, 0.2 KM (0.1 MI) NORTHEAST OF EXIT 6, 18.6 METERS
 CE0444'(61.0 FT) EAST OF THE CENTERLINE OF THE ROAD, 8.4 METERS (27.5 FT)
 CE0444'WEST OF REFERENCE MARK 1 AND 7.6 METERS (25.0 FT) SOUTH OF REFERENCE
 CE0444'MARK 2.
 CE0444'THE MARK IS 4.0 METERS  E FROM A WITNESS POST.
 CE0444
 CE0444                          STATION RECOVERY (1994)
 CE0444
 CE0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0444'0.6 KM (0.35 MI) SOUTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0444'THE POST OFFICE IN CANUTILLO, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG
 CE0444'STATE HIGHWAY LOOP 375, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG THE
 CE0444'EAST INTERSTATE HIGHWAY 10 FRONTAGE ROAD, 18.2 M (59.7 FT) EAST OF
 CE0444'THE ROAD CENTERLINE, 8.5 M (27.9 FT) WEST OF REFERENCE MARK 1, 7.6 M
 CE0444'(24.9 FT) SOUTH OF REFERENCE MARK 2, 3.0 M (9.8 FT) ABOVE THE LEVEL
 CE0444'OF THE ROAD, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 CE0444'IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 CE0444
 CE0444                          STATION RECOVERY (2005)
 CE0444
 CE0444'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (LS)
 CE0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0658 ***********************************************************************
 CE0658  DESIGNATION -  CHINO AZ MK
 CE0658  PID         -  CE0658
 CE0658  STATE/COUNTY-  TX/EL PASO
 CE0658  USGS QUAD   -  CANUTILLO (1995)
 CE0658
 CE0658                         *CURRENT SURVEY CONTROL
 CE0658  ___________________________________________________________________
 CE0658* NAD 83(1993)-  31 56 07.85814(N)    106 34 57.12715(W)     ADJUSTED  
 CE0658* NAVD 88     -      1190.8    (meters)    3907.     (feet)  VERTCON   
 CE0658  ___________________________________________________________________
 CE0658  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 CE0658  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CE0658
 CE0658  HORZ ORDER  -  SECOND
 CE0658
 CE0658.The horizontal coordinates were established by classical geodetic methods
 CE0658.and adjusted by the National Geodetic Survey in February 1996..
 CE0658.No horizontal observational check was made to the station.
 CE0658
 CE0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0658
 CE0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0658
 CE0658.The geoid height was determined by GEOID03.
 CE0658
 CE0658;                    North         East     Units Scale Factor Converg.
 CE0658;SPC TX C     - 3,268,120.576   109,382.602   MT  1.00001443   -3 13 07.3
 CE0658;SPC TX C     -10,722,158.92    358,866.09   sFT  1.00001443   -3 13 07.3
 CE0658;UTM  13      - 3,534,381.139   350,408.118   MT  0.99987598   -0 50 14.1
 CE0658
 CE0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0658!SPC TX C     -   0.99981681  x   1.00001443  =   0.99983123
 CE0658!UTM  13      -   0.99981681  x   0.99987598  =   0.99969281
 CE0658
 CE0658                          SUPERSEDED SURVEY CONTROL
 CE0658
 CE0658  NAD 83(1993)-  31 56 07.85828(N)    106 34 57.12687(W) AD(       ) 2
 CE0658  NAD 83(1986)-  31 56 07.86289(N)    106 34 57.12612(W) AD(       ) 2
 CE0658  NAD 27      -  31 56 07.49666(N)    106 34 55.16045(W) AD(       ) 2
 CE0658  NGVD 29 (07/19/86) 1190.3    (m)         3905.     (f) VERT ANG       
 CE0658
 CE0658.Superseded values are not recommended for survey control.
 CE0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0658.See file dsdata.txt to determine how the superseded data were derived.
 CE0658
 CE0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5040834381(NAD 83)
 CE0658_MARKER: DZ = AZIMUTH MARK DISK
 CE0658_SETTING: 0 = UNSPECIFIED SETTING
 CE0658_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0658
 CE0658  HISTORY     - Date     Condition        Report By
 CE0658  HISTORY     - 1981     MONUMENTED       NGS
 CE0658
 CE0658                          STATION DESCRIPTION
 CE0658
 CE0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0658'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) NORTHWEST OF
 CE0658'FRANKLIN MOUNTAIN, 7.2 KM (4-1/2 MI) SOUTH OF THE TEXAS-NEW
 CE0658'MEXICO STATE LINE, 2.2 KM (1-1/2 MI) EAST OF THE RIO GRANDE
 CE0658'AND ON INTERSTATE HIGHWAY 10 RIGHT-OF-WAY.
 CE0658'OWNERSHIP--STATE HIGHWAY DEPARTMENT, PERMISSION FROM MR.
 CE0658'LYLE D. SCARBROUGH, SUPERVISING DESIGN ENGINEER, 212 NORTH
 CE0658'CLARK, EL PASO, TX 79905, TELEPHONE NUMBER 915-778-4254.
 CE0658'
 CE0658'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CE0658'10 AND LOOP 375 (TRANS MOUNTAIN ROAD), GO NORTH ON THE WEST
 CE0658'BOUND SERVICE ROAD FOR 2.6 KM (1.9 MI) TO THE STATION ON
 CE0658'THE LEFT.
 CE0658'
 CE0658'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CE0658'STAMPED---CHINO 1980---,
 CE0658'SET INTO A DRILL HOLE AND CEMENTED INTO A CONCRETE DRAIN, OF
 CE0658'4 METERS BY 3 METERS IN SIZE.
 CE0658'IT IS LOCATED
 CE0658'11.8 METERS (38.5 FT) EAST-NORTHEAST FROM THE CENTER OF THE NORTH
 CE0658'BOUND LANE OF INTERSTATE HIGHWAY,
 CE0658'0.9 METER (2.8 FT) WEST-SOUTHWEST FROM A GUARDRAIL, AND
 CE0658'0.4 METER (1.1 FT) NORTH-NORTHWEST FROM THE SOUTHEAST EDGE OF THE
 CE0658'DRAIN.
 CE0658'
 CE0658'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0445 ***********************************************************************
 CE0445  DESIGNATION -  CHINO RM 1
 CE0445  PID         -  CE0445
 CE0445  STATE/COUNTY-  TX/EL PASO
 CE0445  USGS QUAD   -  CANUTILLO (1995)
 CE0445
 CE0445                         *CURRENT SURVEY CONTROL
 CE0445  ___________________________________________________________________
 CE0445* NAD 83(1986)-  31 55 24.     (N)    106 34 54.     (W)     SCALED    
 CE0445* NAVD 88     -      1202.885  (meters)    3946.47   (feet)  ADJUSTED  
 CE0445  ___________________________________________________________________
 CE0445  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CE0445  DYNAMIC HT  -        1201.097 (meters)    3940.60  (feet)  COMP
 CE0445  MODELED GRAV-     979,110.8   (mgal)                       NAVD 88
 CE0445
 CE0445  VERT ORDER  -  FIRST     CLASS II
 CE0445
 CE0445.The horizontal coordinates were scaled from a topographic map and have
 CE0445.an estimated accuracy of +/- 6 seconds.
 CE0445
 CE0445.The orthometric height was determined by differential leveling
 CE0445.and adjusted by the National Geodetic Survey in June 1991..
 CE0445
 CE0445.The geoid height was determined by GEOID03.
 CE0445
 CE0445.The dynamic height is computed by dividing the NAVD 88
 CE0445.geopotential number by the normal gravity value computed on the
 CE0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0445.degrees latitude (g = 980.6199 gals.).
 CE0445
 CE0445.The modeled gravity was interpolated from observed gravity values.
 CE0445
 CE0445;                    North         East    Units  Estimated Accuracy
 CE0445;SPC TX C     - 3,266,770.      109,390.      MT  (+/- 180 meters Scaled)
 CE0445
 CE0445                          SUPERSEDED SURVEY CONTROL
 CE0445
 CE0445.No superseded survey control is available for this station.
 CE0445
 CE0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR504330(NAD 83)
 CE0445_MARKER: DR = REFERENCE MARK DISK
 CE0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0445_SP_SET: CONCRETE POST
 CE0445_STAMPING: CHINO NO 1 1980
 CE0445_MARK LOGO: NGS   
 CE0445_PROJECTION: PROJECTING 30 CENTIMETERS
 CE0445_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0445+STABILITY: SURFACE MOTION
 CE0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0445+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0445
 CE0445  HISTORY     - Date     Condition        Report By
 CE0445  HISTORY     - 1980     MONUMENTED       NGS
 CE0445  HISTORY     - 1981     GOOD             NGS
 CE0445  HISTORY     - 19940418 GOOD             NGS
 CE0445
 CE0445                          STATION DESCRIPTION
 CE0445
 CE0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0445'4.0 KM (2.5 MI) NE FROM CANUTILLO.
 CE0445'THE MARK IS 3.0 M ABOVE THE ROAD.
 CE0445'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 CE0445'IN CANUTILLO, THENCE 1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY
 CE0445'LOOP 375, THENCE 1.6 KM (1.0 MI) NORTH ALONG INTERSTATE HIGHWAY 10
 CE0445'FRONTAGE ROAD, 26.8 METERS (88.0 FT) EAST OF THE CENTERLINE OF THE
 CE0445'ROAD, 12.3 METERS (40.5 FT) SOUTHEAST OF REFERENCE MARK 2 AND 8.4
 CE0445'METERS (27.5 FT) EAST OF THE STATION MARK.
 CE0445'THE MARK IS 12.3 METERS  E FROM A WITNESS POST.
 CE0445
 CE0445                          STATION RECOVERY (1994)
 CE0445
 CE0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0445'0.6 KM (0.35 MI) SOUTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0445'THE POST OFFICE IN CANUTILLO, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG
 CE0445'STATE HIGHWAY LOOP 375, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG THE
 CE0445'EAST INTERSTATE HIGHWAY 10 FRONTAGE ROAD, 25.7 M (84.3 FT) EAST OF
 CE0445'THE ROAD CENTERLINE, 12.3 M (40.4 FT) SOUTHEAST OF REFERENCE MARK 2,
 CE0445'8.5 M (27.9 FT) EAST OF STATION CHINO, 3.0 M (9.8 FT) ABOVE THE LEVEL
 CE0445'OF THE ROAD, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 CE0445'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0446 ***********************************************************************
 CE0446  DESIGNATION -  CHINO RM 2
 CE0446  PID         -  CE0446
 CE0446  STATE/COUNTY-  TX/EL PASO
 CE0446  USGS QUAD   -  CANUTILLO (1995)
 CE0446
 CE0446                         *CURRENT SURVEY CONTROL
 CE0446  ___________________________________________________________________
 CE0446* NAD 83(1986)-  31 55 25.     (N)    106 34 55.     (W)     SCALED    
 CE0446* NAVD 88     -      1202.731  (meters)    3945.96   (feet)  ADJUSTED  
 CE0446  ___________________________________________________________________
 CE0446  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CE0446  DYNAMIC HT  -        1200.943 (meters)    3940.09  (feet)  COMP
 CE0446  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 CE0446
 CE0446  VERT ORDER  -  FIRST     CLASS II
 CE0446
 CE0446.The horizontal coordinates were scaled from a topographic map and have
 CE0446.an estimated accuracy of +/- 6 seconds.
 CE0446
 CE0446.The orthometric height was determined by differential leveling
 CE0446.and adjusted by the National Geodetic Survey in June 1991..
 CE0446
 CE0446.The geoid height was determined by GEOID03.
 CE0446
 CE0446.The dynamic height is computed by dividing the NAVD 88
 CE0446.geopotential number by the normal gravity value computed on the
 CE0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0446.degrees latitude (g = 980.6199 gals.).
 CE0446
 CE0446.The modeled gravity was interpolated from observed gravity values.
 CE0446
 CE0446;                    North         East    Units  Estimated Accuracy
 CE0446;SPC TX C     - 3,266,800.      109,360.      MT  (+/- 180 meters Scaled)
 CE0446
 CE0446                          SUPERSEDED SURVEY CONTROL
 CE0446
 CE0446.No superseded survey control is available for this station.
 CE0446
 CE0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR504330(NAD 83)
 CE0446_MARKER: DR = REFERENCE MARK DISK
 CE0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0446_SP_SET: CONCRETE POST
 CE0446_STAMPING: CHINO NO 2 1980
 CE0446_MARK LOGO: NGS   
 CE0446_PROJECTION: PROJECTING 5 CENTIMETERS
 CE0446_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0446+STABILITY: SURFACE MOTION
 CE0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0446+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CE0446
 CE0446  HISTORY     - Date     Condition        Report By
 CE0446  HISTORY     - 1980     MONUMENTED       NGS
 CE0446  HISTORY     - 1981     GOOD             NGS
 CE0446  HISTORY     - 19940418 GOOD             NGS
 CE0446
 CE0446                          STATION DESCRIPTION
 CE0446
 CE0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0446'4.0 KM (2.5 MI) NE FROM CANUTILLO.
 CE0446'THE MARK IS 2.4 M ABOVE THE ROAD.
 CE0446'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 CE0446'IN CANUTILLO, THENCE 1.6 KM (1.0 MI) EAST ALONG STATE HIGHWAY LOOP
 CE0446'375, THENCE 1.6 KM (1.0 MI) NORTH ALONG INTERSTATE HIGHWAY 10
 CE0446'FRONTAGE ROAD, 19.9 METERS (65.4 FT) EAST OF THE CENTERLINE OF THE
 CE0446'ROAD, 12.3 METERS (40.5 FT) NORTHWEST OF REFERENCE MARK 3 AND 7.6
 CE0446'METERS (25.0 FT) NORTH OF THE STATION MARK.
 CE0446'THE MARK IS 8.2 METERS  N FROM A WITNESS POST.
 CE0446
 CE0446                          STATION RECOVERY (1994)
 CE0446
 CE0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0446'0.6 KM (0.35 MI) SOUTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0446'THE POST OFFICE IN CANUTILLO, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG
 CE0446'STATE HIGHWAY LOOP 375, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG THE
 CE0446'EAST INTERSTATE HIGHWAY 10 FRONTAGE ROAD, 17.2 M (56.4 FT) EAST OF
 CE0446'THE ROAD CENTERLINE, 12.3 M (40.4 FT) NORTHWEST OF REFERENCE MARK 1,
 CE0446'7.6 M (24.9 FT) NORTH OF STATION CHINO, 3.0 M (9.8 FT) ABOVE THE
 CE0446'LEVEL OF THE ROAD, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE
 CE0446'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2986 ***********************************************************************
 BX2986  DESIGNATION -  CHINQUAPIN
 BX2986  PID         -  BX2986
 BX2986  STATE/COUNTY-  TX/SABINE
 BX2986  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2986
 BX2986                         *CURRENT SURVEY CONTROL
 BX2986  ___________________________________________________________________
 BX2986* NAD 83(1993)-  31 10 27.22806(N)    093 53 15.96747(W)     ADJUSTED  
 BX2986* NAVD 88     -       117.6    (meters)     386.     (feet)  VERTCON   
 BX2986  ___________________________________________________________________
 BX2986  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 BX2986  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BX2986
 BX2986  HORZ ORDER  -  FIRST
 BX2986
 BX2986.The horizontal coordinates were established by classical geodetic methods
 BX2986.and adjusted by the National Geodetic Survey in February 1996..
 BX2986
 BX2986.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2986
 BX2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2986
 BX2986.The geoid height was determined by GEOID03.
 BX2986
 BX2986;                    North         East     Units Scale Factor Converg.
 BX2986;SPC TX C     - 3,184,915.886 1,314,043.231   MT  0.99988627   +3 19 11.4
 BX2986;SPC TX C     -10,449,178.20  4,311,156.83   sFT  0.99988627   +3 19 11.4
 BX2986;UTM  15      - 3,449,250.540   415,401.115   MT  0.99968828   -0 27 34.5
 BX2986
 BX2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2986!SPC TX C     -   0.99998590  x   0.99988627  =   0.99987217
 BX2986!UTM  15      -   0.99998590  x   0.99968828  =   0.99967418
 BX2986
 BX2986:                Primary Azimuth Mark                     Grid Az
 BX2986:SPC TX C     -  YELLOWPINE LOT                           027 49 33.9
 BX2986:UTM  15      -  YELLOWPINE LOT                           031 36 19.8
 BX2986
 BX2986|---------------------------------------------------------------------|
 BX2986| PID    Reference Object                     Distance      Geod. Az  |
 BX2986|                                                           dddmmss.s |
 BX2986| BX2994 YELLOWPINE LOT                      APPROX.14.0 KM 0310845.3 |
 BX2986| CV8256 CHINQUAPIN RM 1                      29.678 METERS 03511     |
 BX2986| CV8259 CHINQUAPIN RM 4                      14.710 METERS 06519     |
 BX2986| BX2980 MAYFLOWER HTT MICROWAVE KLF 32      APPROX.10.6 KM 1533723.5 |
 BX2986| BX2981 MAYFLOWER GULF ST KYB 87 MAST       APPROX.11.0 KM 1545405.8 |
 BX2986| BX2982 MAYFLOWER ATT MICROWAVE KGP 72      APPROX.11.1 KM 1550739.1 |
 BX2986| CV8258 CHINQUAPIN RM 3                                    2505931.0 |
 BX2986| CV8257 CHINQUAPIN RM 2                      29.195 METERS 27734     |
 BX2986| BX2987 PINELAND TEMPLE IND N TANK          APPROX.11.6 KM 3162922.1 |
 BX2986| BX2997 PINELAND MUN TANK                   APPROX.11.8 KM 3165647.7 |
 BX2986| BX2996 PINELAND TEMPLE IND KKI 995         APPROX.11.9 KM 3192019.6 |
 BX2986| BX2995 PINELAND                            APPROX.13.4 KM 3390716.1 |
 BX2986|---------------------------------------------------------------------|
 BX2986
 BX2986                          SUPERSEDED SURVEY CONTROL
 BX2986
 BX2986  NAD 83(1986)-  31 10 27.23632(N)    093 53 15.96182(W) AD(       ) 1
 BX2986  NAD 27      -  31 10 26.55298(N)    093 53 15.29222(W) AD(       ) 1
 BX2986  NGVD 29 (07/19/86)  117.6    (m)          386.     (f) VERT ANG       
 BX2986
 BX2986.Superseded values are not recommended for survey control.
 BX2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2986.See file dsdata.txt to determine how the superseded data were derived.
 BX2986
 BX2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ1540149251(NAD 83)
 BX2986_MARKER: DS = TRIANGULATION STATION DISK
 BX2986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2986
 BX2986  HISTORY     - Date     Condition        Report By
 BX2986  HISTORY     - 1972     MONUMENTED       NGS
 BX2986  HISTORY     - 1978     GOOD             NGS
 BX2986
 BX2986                          STATION DESCRIPTION
 BX2986
 BX2986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2986'5 KGS. TENSION ON MEASUREMENTS.
 BX2986'
 BX2986'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 BX2986'
 BX2986'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH ON LINE.
 BX2986'
 BX2986'THE STATION IS ABOUT 18.5 MILES NORTH-NORTHWEST OF JASPER, 7 MILES
 BX2986'SOUTHEAST OF PINELAND, 7 MILES SOUTHWEST OF YELLOWPINE AND ON LAND
 BX2986'OWNED BY THE SOUTHERN TIMBER COMPANY, 229 NORTH BOWIE, JASPER,
 BX2986'TEXAS.
 BX2986'
 BX2986'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 AND FARM
 BX2986'ROAD 2426 IN YELLOWPINE, GO SOUTH ON STATE HIGHWAY 87 FOR 0.55 MILE
 BX2986'TO FARM ROAD 2343 ON THE RIGHT.  TURN RIGHT AND GO SOUTHWESTERLY ON
 BX2986'FARM ROAD 2343 FOR 2.6 MILES TO A SIDE ROAD RIGHT AND NEAR THE END
 BX2986'OF PAVEMENT, CONTINUE SOUTHERLY ON A GRAVELED ROAD FOR 3.8 MILES
 BX2986'TO A CROSSROAD AND FOREST ROAD 117.  TURN RIGHT AND GO WESTERLY ON
 BX2986'FOREST ROAD 117 FOR 1.6 MILES TO A CATTLE GUARD, CONTINUE
 BX2986'WESTERLY ON FOREST ROAD 117 FOR 0.7 MILE TO THE TOP OF A RISE AND
 BX2986'THE STATION ON THE LEFT.  CONTINUE WESTERLY ON FOREST ROAD 117 FOR
 BX2986'0.15 MILE TO REFERENCE MARK 3 ON THE LEFT.
 BX2986'
 BX2986'STATION MARKS ARE STANDARD DISKS STAMPED CHINQUAPIN 1972.  THE
 BX2986'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2986'MONUMENT THAT PROJECTS 2 INCHES ABOVETHE GROUND SURFACE.  IT IS
 BX2986'24 FEET SOUTHEAST OF THE CENTER OF THE FOREST ROAD, 22 FEET
 BX2986'WEST OF A 24-INCH PINE TREE, 6 FEET WEST-NORTHWEST OF A METAL
 BX2986'WITNESS POST AND 5 FEET NORTHWEST OF A FENCE.  THE UNDERGROUND
 BX2986'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 BX2986'BELOW THE GROUND SURFACE.
 BX2986'
 BX2986'REFERENCE MARK 1, A STANDARD DISK STAMPED CHINQUAPIN NO 1 1972, IS
 BX2986'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2986'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET
 BX2986'NORTHWEST OF THE CENTER OF THE ROAD AND 8 FEET SOUTH OF A 14-INCH
 BX2986'OAK TREE.
 BX2986'
 BX2986'REFERENCE MARK 2, A STANDARD DISK STAMPED CHINQUAPIN NO 2 1972, IS
 BX2986'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2986'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 28 FEET
 BX2986'NORTHWEST OF THE CENTER OF THE ROAD AND 18 FEET NORTH OF AN 18-INCH
 BX2986'PINE TREE.
 BX2986'
 BX2986'REFERENCE MARK 3, A STANDARD DISK STAMPED CHINQUAPIN NO 3 1972, IS
 BX2986'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2986'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET SOUTH OF
 BX2986'THE CENTER OF THE ROAD, 6 FEET NORTH OF A FENCE, 5 FEET EAST OF A
 BX2986'20-INCH PINE TREE AND 4 FEET EAST-NORTHEAST OF A METAL WITNESS
 BX2986'POST.
 BX2986'
 BX2986'NEAREST TOWN--7 MILES S OF PINELAND.
 BX2986'
 BX2986'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 BX2986
 BX2986                          STATION RECOVERY (1978)
 BX2986
 BX2986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BX2986'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BX2986'RECOVERED AND FOUND IN GOOD CONDITION.
 BX2986'
 BX2986'THE LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY TREES.
 BX2986'
 BX2986'THE DISTANCE TO THE REFERENCE MARKS WERE VERIFIED, BUT A DIFFERENCE
 BX2986'OF 10 DEGREES WAS FOUND IN THE DIRECTION FROM REFERENCE MARK NO. 1
 BX2986'TO NO. 2.
 BX2986'
 BX2986'REFERENCE MARK NO. 1 WILL BE DESTROYED BY THE CONSTRUCTION OF A NEW
 BX2986'ROAD.
 BX2986'
 BX2986'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME.
 BX2986'
 BX2986'THE DISTANCE TO THE AZIMUTH MARK IS ABOUT 380 FEET, NOT THE 0.15
 BX2986'MILE AS DESCRIBED IN THE 1972 DESCRIPTION.  IT IS BELIEVED THAT ON
 BX2986'COMPLETION OF THE NEW ROAD IN THE AREA, AS SOME OF THE TREES WILL
 BX2986'BE CUT, AND 1 PERSON ON THE STATION SITE, HOLDING THE LINE OF
 BX2986'SIGHT, IT WOULD TAKE VERY LITTLE CLEARING TO CLEAR THE LINE OF
 BX2986'SIGHT TO THE AZIMUTH MARK.
 BX2986'
 BX2986'REFERENCE MARK NO. 3 IS A CAST ALUMINUM MONUMENT, THAT PROJECTS ABOUT
 BX2986'4-INCHES AND IS STAMPED CHINQUAPIN 1972 NO 3 1978.  IT IS 28 FEET
 BX2986'EAST OF A 24-INCH PINE TREE, 25 FEET SOUTH OF THE CENTER LINE OF
 BX2986'ROAD, 2.6 FEET SOUTH OF A 8-INCH PINE TREE, AND 0.6 FOOT NORTH OF
 BX2986'THE FENCE LINE AND WITNESS SIGN.
 BX2986'
 BX2986'THE 1972 DESCRIPTION OF STATION AND TO REACH ARE ADEQUATE.
 BX2986'
 BX2986'THE AREA IS SO HEAVILY WOODED, THAT POLARIS CAN NOT BE OBSERVED.
 BX2986'
 BX2986'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PINELAND 7-MILES
 BX2986'SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0889 ***********************************************************************
 GK0889  DESIGNATION -  CHIPPERFIELD
 GK0889  PID         -  GK0889
 GK0889  STATE/COUNTY-  TX/HANSFORD
 GK0889  USGS QUAD   -  PHILLIPS CAMP (1974)
 GK0889
 GK0889                         *CURRENT SURVEY CONTROL
 GK0889  ___________________________________________________________________
 GK0889* NAD 83(1993)-  36 27 32.40590(N)    101 24 08.61810(W)     ADJUSTED  
 GK0889* NAVD 88     -       968.5    (meters)    3177.     (feet)  VERTCON   
 GK0889  ___________________________________________________________________
 GK0889  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 GK0889  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 GK0889
 GK0889  HORZ ORDER  -  FIRST
 GK0889
 GK0889.The horizontal coordinates were established by classical geodetic methods
 GK0889.and adjusted by the National Geodetic Survey in February 1996..
 GK0889
 GK0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0889
 GK0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0889
 GK0889.The geoid height was determined by GEOID03.
 GK0889
 GK0889;                    North         East     Units Scale Factor Converg.
 GK0889;SPC TX N     - 1,272,815.815   208,749.907   MT  1.00007596   +0 03 23.6
 GK0889;SPC TX N     - 4,175,896.55    684,873.65   sFT  1.00007596   +0 03 23.6
 GK0889;SPC OK N     -   167,225.560   295,090.297   MT  0.99995831   -2 00 28.5
 GK0889;SPC OK N     -   548,639.19    968,142.08   sFT  0.99995831   -2 00 28.5
 GK0889;UTM  14      - 4,037,543.321   284,720.916   MT  1.00017103   -1 25 41.4
 GK0889
 GK0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0889!SPC TX N     -   0.99985223  x   1.00007596  =   0.99992818
 GK0889!SPC OK N     -   0.99985223  x   0.99995831  =   0.99981055
 GK0889!UTM  14      -   0.99985223  x   1.00017103  =   1.00002324
 GK0889
 GK0889:                Primary Azimuth Mark                     Grid Az
 GK0889:SPC TX N     -  HITCHLAND HITCH GRAIN CO ELEV            059 47 31.4
 GK0889:SPC OK N     -  HITCHLAND HITCH GRAIN CO ELEV            061 51 23.5
 GK0889:UTM  14      -  HITCHLAND HITCH GRAIN CO ELEV            061 16 36.4
 GK0889
 GK0889|---------------------------------------------------------------------|
 GK0889| PID    Reference Object                     Distance      Geod. Az  |
 GK0889|                                                           dddmmss.s |
 GK0889| GK0874 HITCHLAND HITCH GRAIN CO ELEV       APPROX. 8.9 KM 0595055.0 |
 GK0889| GK0873 HITCHLAND RAILROAD WATER TANK       APPROX. 9.1 KM 0600017.5 |
 GK0889| CM8659 CHIPPERFIELD RM 1                    73.520 METERS 08948     |
 GK0889| GK0870 BERNSTEIN RR SID HITCH CO ELEV      APPROX. 8.1 KM 1500447.2 |
 GK0889| CM8661 CHIPPERFIELD RM 3                    19.092 METERS 27012     |
 GK0889| GK0946 TEXHOMA CIMARRON UTIL CO TANK       APPROX.34.4 KM 2782158.2 |
 GK0889| GK0887 PHILLIP PETROL RAD KKB 820 MST      APPROX. 7.0 KM 3045156.9 |
 GK0889| GK0944 GOODWELL MUNICIPAL TANK             APPROX.25.8 KM 3053128.3 |
 GK0889| GK0818 GUYMON BLACK MUN STANDPIPE          APPROX.25.6 KM 3444026.5 |
 GK0889| CM8660 CHIPPERFIELD RM 2 AZIMUTH                          3574602.8 |
 GK0889|---------------------------------------------------------------------|
 GK0889
 GK0889                          SUPERSEDED SURVEY CONTROL
 GK0889
 GK0889  NAD 83(1993)-  36 27 32.40589(N)    101 24 08.61823(W) AD(       ) 1
 GK0889  NAD 83(1986)-  36 27 32.41210(N)    101 24 08.60247(W) AD(       ) 1
 GK0889  NAD 27      -  36 27 32.31200(N)    101 24 07.02600(W) AD(       ) 1
 GK0889  NGVD 29 (07/19/86)  968.0    (m)         3176.     (f) VERT ANG       
 GK0889
 GK0889.Superseded values are not recommended for survey control.
 GK0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0889.See file dsdata.txt to determine how the superseded data were derived.
 GK0889
 GK0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8472137543(NAD 83)
 GK0889_MARKER: DS = TRIANGULATION STATION DISK
 GK0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0889
 GK0889  HISTORY     - Date     Condition        Report By
 GK0889  HISTORY     - 1931     MONUMENTED       CGS
 GK0889  HISTORY     - 1952     GOOD             CGS
 GK0889  HISTORY     - 1968     GOOD             TX-195
 GK0889
 GK0889                          STATION DESCRIPTION
 GK0889
 GK0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0889'STATION IS 13 MILES N OF GRUVER, 5-1/2 MILES NNW OF BERNSTEIN,
 GK0889'5-1/2 MILES SW OF HITCHLAND, 3 MILES S OF THE TEXAS-OKLAHOMA
 GK0889'STATE LINE, ON LAND BELONGING TO CLARA CHIPPERFIELD.
 GK0889'
 GK0889'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK0889'DISKS SET IN CONCRETE POSTS.
 GK0889'
 GK0889'REFERENCE MARK NO. 1 IS 1 FOOT N OF E-W FENCE LINE, 73.57 METERS
 GK0889'(241.4 FEET) FROM STATION.
 GK0889'
 GK0889'REFERENCE MARK NO. 2 IS IN FENCE CORNER, NEAR S EDGE OF BLUFF,
 GK0889'AND APPROXIMATELY 0.4 MILE FROM STATION.
 GK0889'
 GK0889'BEARINGS FROM STATION ARE--GOODWELL, MUNICIPAL WATER TANK, N 54 DEG
 GK0889'28 MIN W.  GUYMON BLACK MUNICIPAL STANDPIPE, CENTER, N 15 DEG 20
 GK0889'MIN W.
 GK0889'
 GK0889'TO REACH STATION FROM TEXHOMA, OKLAHOMA, TURN DUE E OFF U.S.
 GK0889'HIGHWAY 54 ONTO ROAD ALONG TEXAS-OKLAHOMA LINE WHICH PASSES
 GK0889'ALONG THE N SIDE OF THE FOXWORTH-GALBRAITH LUMBER COMPANYS
 GK0889'BUILDINGS, CONTINUE DUE E 10.3 MILES, TAKE RIGHT TURN AND CONTINUE
 GK0889'ACROSS FRISCO CREEK 3.5 MILES TO LEFT TURN, 0.5 MILE S OF CREEK
 GK0889'CROSSING, GO E ON MAIN ROAD 3.0 MILES, S 8.0 MILES, E 6.0 MILES,
 GK0889'N 5.0 MILES TO SCHOOLHOUSE, E 1.0 MILE, THEN N 1.0 MILE TO
 GK0889'GATE, PASS THROUGH GATE AND GO 0.8 MILE TO GATE JUST W OF RANCH
 GK0889'HOUSE, PASS THROUGH GATE AND CONTINUE N TO CORNER, THEN W ALONG
 GK0889'AN E-W FENCE 0.75 MILE TO STATION, WHICH IS 1 FOOT N OF FENCE.
 GK0889'THIS FENCE HAS A ONE-WIRE TELEPHONE LINE ATTACHED TO
 GK0889'EXTENSIONS TO THE FENCE POSTS.
 GK0889'
 GK0889'STATION CAN ALSO BE REACHED FROM BERNSTEIN (ROCK ISLAND RAILROAD
 GK0889'STATION) BY GOING N 2.0 MILES ON STATE HIGHWAY 88, THEN W 2.0
 GK0889'MILES TO POINT 1.0 MILE E OF SCHOOLHOUSE MENTIONED ABOVE, THENCE
 GK0889'TO STATION AS DESCRIBED ABOVE.
 GK0889
 GK0889                          STATION RECOVERY (1952)
 GK0889
 GK0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0889'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GK0889'IN GOOD CONDITION.  A NEW REFERENCE MARK WAS ESTABLISHED.  A
 GK0889'COMPLETE NEW DESCRIPTION FOLLOWS.
 GK0889'
 GK0889'THE STATION IS LOCATED IN FLAT, OPEN RANGE LAND.  IT IS LOCATED
 GK0889'AIRLINE ABOUT 5-1/2 MILES NORTH-NORTHWEST OF BERNSTEIN, ABOUT
 GK0889'5-1/2 MILES WEST-SOUTHWEST OF HITCHLAND, AND ABOUT 3 MILES SOUTH
 GK0889'OF THE TEXAS-OKLAHOMA STATE LINE.
 GK0889'
 GK0889'THE STATION IS A STANDARD DISK STAMPED CHIPPERFIELD 1931 SET IN
 GK0889'TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 GK0889'INCHES ABOVE THE GROUND.  IT IS IN AN EAST-WEST FENCE LINE AND
 GK0889'0.15 MILE WEST OF A GATE IN A FENCE CORNER.
 GK0889'
 GK0889'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHIPPERFIELD
 GK0889'NO 1 1931 SET IN TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH
 GK0889'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 GK0889'ELEVATION AS THE STATION.  IT IS 1 FOOT NORTH OF AN EAST-WEST
 GK0889'FENCE LINE.
 GK0889'
 GK0889'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHIPPERFIELD
 GK0889'NO 2 1931 SET IN TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH
 GK0889'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 0.2 MILE WEST OF
 GK0889'A NORTH-SOUTH FENCE LINE IN OPEN GRAZING LAND.
 GK0889'
 GK0889'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 GK0889'CHIPPERFIELD NO 3 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT
 GK0889'WHICH IS ABOUT 12 INCHES IN DIAMETER AND IS ABOUT FLUSH WITH
 GK0889'THE GROUND.  IT IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND
 GK0889'IS ABOUT THE SAME ELEVATION AS THE STATION.
 GK0889'
 GK0889'TO REACH THE STATION FROM THE POST OFFICE IN GRUVER, GO WEST
 GK0889'FOR 0.05 MILE.  TURN RIGHT AND GO NORTH FOR 0.35 MILE TO STATE
 GK0889'HIGHWAY 289.  TURN LEFT, WEST, AND FOLLOW STATE HIGHWAY 289
 GK0889'ACROSS THE RAILROAD TRACKS FOR 0.15 MILE.  TURN RIGHT OFF THE
 GK0889'HIGHWAY AND FOLLOW THE PAVED ROAD NORTHERLY FOR 10.0 MILES TO
 GK0889'A LEFT ANGLE CURVE IN THE ROAD AND A SIDE ROAD STRAIGHT AHEAD.
 GK0889'CONTINUE STRAIGHT AHEAD, NORTH, ON THE DIRT ROAD FOR 2.0 MILES
 GK0889'TO AN EAST-WEST FENCE LINE AND A GATE.  PASS THROUGH THE GATE
 GK0889'AND FOLLOW NORTHERLY ON THE TRACK ROAD FOR 0.2 MILE TO A
 GK0889'GATE.  PASS THROUGH THE GATE AND FOLLOW NORTHERLY ON THE TRACK
 GK0889'ROAD, PASSING TO THE LEFT OF A WIND MILL, FOR 1.0 MILE TO A
 GK0889'FENCE CORNER AND A GATE.  TURN LEFT AND GO WEST ALONG THE
 GK0889'SOUTH SIDE OF AN EAST-WEST FENCE LINE FOR 0.15 MILE TO
 GK0889'THE STATION.
 GK0889'
 GK0889'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ACROSS OPEN
 GK0889'RANGE LAND FOR 0.4 MILE TO THE AZIMUTH MARK.
 GK0889
 GK0889                          STATION RECOVERY (1968)
 GK0889
 GK0889'RECOVERY NOTE BY HANSFORD COUNTY TEXAS 1968 (CLC)
 GK0889'CHIPPERFIELD-GOOD (UNDISTURBED)
 GK0889'
 GK0889'R.M. 1-GOOD (UNDISTURBED)
 GK0889'
 GK0889'R.M. 2-GOOD (UNDISTURBED)
 GK0889'
 GK0889'R.M. 3-GOOD (UNDISTURBED)
 GK0889'
 GK0889'I WOULD APPRECIATE A MATHMATICAL CHECK BETWEEN THE PLANE AZIMUTHS
 GK0889'BETWEEN CHIPPERFIELD AND HITCHLAND SOUTH BE MADE, IF POSSIBLE.
 GK0889'IN RUNNING SEVERAL LINES BETWEEN CHIPPERFIELD AND HITCHLAND
 GK0889'SOUTH, I RECORD A DISCREPANCY OF SOME 10-11 MINUTES BETWEEN
 GK0889'THE PLANE AZIMUTHS OF THESE TWO STATIONS.  NOW LINES FROM OTHER
 GK0889'STATIONS SEEM TO AGREE QUITE WELL WITH CHIPPERFIELD, WHICH
 GK0889'INDICATES HITCHLAND SOUTH MIGHT HAVE AN ERROR.  ADVISE.
 GK0889'
 GK0889'CORRECTION MADE 10 FT ERROR FOUND AT HITCHLAND SOUTH TO AZIMUTH
 GK0889'MARK (R.M. 2) - TYPOGRAPHICAL ERROR APPARENTLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1075 ***********************************************************************
 GK1075  DESIGNATION -  CHIQUITO RESET
 GK1075  PID         -  GK1075
 GK1075  STATE/COUNTY-  TX/OCHILTREE
 GK1075  USGS QUAD   -  PERRYTON NW (1973)
 GK1075
 GK1075                         *CURRENT SURVEY CONTROL
 GK1075  ___________________________________________________________________
 GK1075* NAD 83(1993)-  36 24 15.43090(N)    100 57 32.13899(W)     ADJUSTED  
 GK1075* NAVD 88     -       912.     (meters)    2992.     (feet)  SCALED    
 GK1075  ___________________________________________________________________
 GK1075  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 GK1075  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 GK1075
 GK1075  HORZ ORDER  -  THIRD
 GK1075
 GK1075.The horizontal coordinates were established by classical geodetic methods
 GK1075.and adjusted by the National Geodetic Survey in February 1996..
 GK1075
 GK1075.The orthometric height was scaled from a topographic map.
 GK1075
 GK1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1075
 GK1075.The geoid height was determined by GEOID03.
 GK1075
 GK1075;                    North         East     Units Scale Factor Converg.
 GK1075;SPC TX N     - 1,266,872.314   248,537.497   MT  1.00005903   +0 18 48.9
 GK1075;SPC TX N     - 4,156,396.92    815,410.10   sFT  1.00005903   +0 18 48.9
 GK1075;SPC OK N     -   159,855.048   334,633.849   MT  0.99995392   -1 44 46.3
 GK1075;SPC OK N     -   524,457.77  1,097,877.89   sFT  0.99995392   -1 44 46.3
 GK1075;UTM  14      - 4,030,573.769   324,341.854   MT  0.99998018   -1 09 46.4
 GK1075
 GK1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1075!SPC TX N     -   0.99986111  x   1.00005903  =   0.99992013
 GK1075!SPC OK N     -   0.99986111  x   0.99995392  =   0.99981504
 GK1075!UTM  14      -   0.99986111  x   0.99998018  =   0.99984129
 GK1075
 GK1075:                Primary Azimuth Mark                     Grid Az
 GK1075:SPC TX N     -  CHIQUITO AZ MK                           090 07 55.8
 GK1075:SPC OK N     -  CHIQUITO AZ MK                           092 11 31.0
 GK1075:UTM  14      -  CHIQUITO AZ MK                           091 36 31.1
 GK1075
 GK1075|---------------------------------------------------------------------|
 GK1075| PID    Reference Object                     Distance      Geod. Az  |
 GK1075|                                                           dddmmss.s |
 GK1075| CK8329 CHIQUITO AZ MK                                     0902644.7 |
 GK1075| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX.13.8 KM 0914854.2 |
 GK1075| GK1061 PERRYTON EQUITY GRAIN ELEV          APPROX.14.0 KM 0915121.5 |
 GK1075| GK1066 PERRYTON RADIO STA KEYE MAST        APPROX.12.2 KM 0973413.1 |
 GK1075| GK1067 PERRYTON SW MUNICIPAL TANK          APPROX.13.2 KM 1004343.1 |
 GK1075| CK8330 CHIQUITO RM 1                        18.269 METERS 18223     |
 GK1075| GK1070 FARNSWORTH BATMAN GRAIN ELEV        APPROX. 9.3 KM 1844534.6 |
 GK1075| GK1071 FARNSWORTH PERRYTN EQUITY ELEV      APPROX. 9.5 KM 1861435.8 |
 GK1075| GK0836 WAKA PERRYTON EQUITY ELEVATOR       APPROX.15.8 KM 2103839.1 |
 GK1075| CK8332 CHIQUITO RM 3                        14.323 METERS 27217     |
 GK1075| CK8331 CHIQUITO RM 2                        14.276 METERS 27229     |
 GK1075| GK0833 TELE PROMPTER TRANS KLF 93 MST      APPROX. 8.5 KM 3110511.4 |
 GK1075|---------------------------------------------------------------------|
 GK1075
 GK1075                          SUPERSEDED SURVEY CONTROL
 GK1075
 GK1075  NAD 83(1993)-  36 24 15.43081(N)    100 57 32.13908(W) AD(       ) 3
 GK1075  NAD 83(1986)-  36 24 15.43623(N)    100 57 32.12628(W) AD(       ) 3
 GK1075  NAD 27      -  36 24 15.32100(N)    100 57 30.57500(W) AD(       ) 3
 GK1075
 GK1075.Superseded values are not recommended for survey control.
 GK1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1075.See file dsdata.txt to determine how the superseded data were derived.
 GK1075
 GK1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2434230574(NAD 83)
 GK1075_MARKER: DS = TRIANGULATION STATION DISK
 GK1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1075
 GK1075  HISTORY     - Date     Condition        Report By
 GK1075  HISTORY     - 1979     MONUMENTED       NGS
 GK1075
 GK1075                          STATION DESCRIPTION
 GK1075
 GK1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GK1075'THE STATION SURFACE MARK, REFERENCE MARK NO 2 AND THE AZIMUTH MARK
 GK1075'WERE FOUND TO HAVE BEEN DESTROYED.  THE STATION SUB SURFACE MARK
 GK1075'AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN GOOD
 GK1075'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE NO 1 WAS VERIFIED.
 GK1075'
 GK1075'THE STATION SURFACE MARK AND REFERENCE MARK NO.3 WERE RE-ESTABLISHED.
 GK1075'
 GK1075'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 GK1075'
 GK1075'THE STATION IS LOCATED ABOUT 8.5 MILES WEST OF PERRYTON, 5.5 MILES
 GK1075'NORTH OF FARNSWORTH AND ON THE NORTH RIGHT OF WAY OF A COUNTY ROAD.
 GK1075'
 GK1075'TO REACH THE STATION FROM THE GRAIN ELEVATORS IN FARNSWORTH.  GO
 GK1075'SOUTHWEST ON STATE HIGHWAY 15 FOR 2.0 MILES TO JUNCTION OF FARM
 GK1075'ROAD 1267 ON THE RIGHT.  TURN RIGHT AND GO NORTH ON FARM ROAD 1267
 GK1075'FOR 6.8 MILES TO CROSSROADS, TURN RIGHT AND GO EAST ON A DIRT ROAD
 GK1075'FOR 2.4 MILES TO THE STATION ON THE LEFT.
 GK1075'
 GK1075'STATION MARKS ARE STANDARD DISKS STAMPED CHIQUITO 1952 1977 THE
 GK1075'SURFACE MARK IS A ROUND CONCRETE POST THAT IS ABOUT 4 INCHES
 GK1075'BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND DISK IS SET IN
 GK1075'AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 30 INCHES BELOW THE
 GK1075'SURFACE OF THE GROUND AND METAL PLUG PLACED IN CONCRETE.
 GK1075'
 GK1075'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED CHIQUITO NO 1 1952
 GK1075'SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT 4 INCHES
 GK1075'ABOVE THE SURFACE OF THE GROUND.
 GK1075'
 GK1075'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CHIQUITO 1952 NO 3
 GK1075'1979 THE DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 GK1075'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 106 FEET
 GK1075'NORTHEAST OF A HIGH LINE POLE, AND 30 FEET NORTH OF THE CENTER OF
 GK1075'ROAD.
 GK1075'
 GK1075'NOTE--R.M. NO 1 IS 130 FEET EAST OF A HIGH LINE POLE, 33 FEET SOUTH
 GK1075'OF THE CENTER OF ROAD AND 1-FOOT SOUTH OF A METAL WITNESS POST.
 GK1075'
 GK1075'STATION MARK IS 194 FEET WEST OF THE CENTER OF A FIELD ROAD, 146
 GK1075'FEET NORTHEAST OF A HIGH LINE POLE, 28 FEET NORTH OF THE CENTER OF
 GK1075'ROAD, AND 1.6 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2618 ***********************************************************************
 BY2618  DESIGNATION -  CHIRENO
 BY2618  PID         -  BY2618
 BY2618  STATE/COUNTY-  TX/NACOGDOCHES
 BY2618  USGS QUAD   -  MELROSE (1984)
 BY2618
 BY2618                         *CURRENT SURVEY CONTROL
 BY2618  ___________________________________________________________________
 BY2618* NAD 83(1993)-  31 30 29.09993(N)    094 25 36.92491(W)     ADJUSTED  
 BY2618* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 BY2618  ___________________________________________________________________
 BY2618  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BY2618  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY2618
 BY2618  HORZ ORDER  -  SECOND
 BY2618
 BY2618.The horizontal coordinates were established by classical geodetic methods
 BY2618.and adjusted by the National Geodetic Survey in February 1996..
 BY2618
 BY2618.The orthometric height was scaled from a topographic map.
 BY2618
 BY2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2618
 BY2618.The geoid height was determined by GEOID03.
 BY2618
 BY2618;                    North         East     Units Scale Factor Converg.
 BY2618;SPC TX C     - 3,219,024.399 1,260,766.311   MT  0.99992072   +3 02 31.7
 BY2618;SPC TX C     -10,561,082.55  4,136,364.14   sFT  0.99992072   +3 02 31.7
 BY2618;UTM  15      - 3,486,794.479   364,498.426   MT  0.99982646   -0 44 45.1
 BY2618
 BY2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2618!SPC TX C     -   0.99998559  x   0.99992072  =   0.99990631
 BY2618!UTM  15      -   0.99998559  x   0.99982646  =   0.99981206
 BY2618
 BY2618|---------------------------------------------------------------------|
 BY2618| PID    Reference Object                     Distance      Geod. Az  |
 BY2618|                                                           dddmmss.s |
 BY2618| BY2620 CHIRENO LOOKOUT TOWER 20 1949        22.428 METERS 03635     |
 BY2618| CV8260 CHIRENO AZ MK                                      0562921.4 |
 BY2618| CV8261 CHIRENO RM 2                         27.832 METERS 30747     |
 BY2618|---------------------------------------------------------------------|
 BY2618
 BY2618                          SUPERSEDED SURVEY CONTROL
 BY2618
 BY2618  NAD 83(1986)-  31 30 29.11077(N)    094 25 36.91393(W) AD(       ) 2
 BY2618  NAD 27      -  31 30 28.45500(N)    094 25 36.17700(W) AD(       ) 2
 BY2618
 BY2618.Superseded values are not recommended for survey control.
 BY2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2618.See file dsdata.txt to determine how the superseded data were derived.
 BY2618
 BY2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6449886794(NAD 83)
 BY2618_MARKER: DS = TRIANGULATION STATION DISK
 BY2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2618
 BY2618  HISTORY     - Date     Condition        Report By
 BY2618  HISTORY     - 1949     MONUMENTED       CGS
 BY2618  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2618
 BY2618                          STATION DESCRIPTION
 BY2618
 BY2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2618'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF THE TOWN
 BY2618'OF CHIRENO NEAR THE CHIRENO LOOKOUT TOWER NO 20 OF THE STATE
 BY2618'FOREST SERVICE.  IT IS 74 FEET SOUTH-SOUTHWEST OF THE CENTER
 BY2618'OF THE LOOKOUT TOWER AND 3 FEET NORTH OF WITNESS POST.  IT
 BY2618'IS STAMPED CHIRENO 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 BY2618'
 BY2618'REFERENCE MARK NO 1 IS THE U.S.E.D. MARK SET UNDER THE CENTER
 BY2618'OF THE LOOKOUT TOWER.  IT IS NORTH-NORTHEAST OF THE STATION.
 BY2618'THE MARK IS A U.S.E.D. STATION MARK SET IN A 12 BY 12 INCH
 BY2618'SQUARE CONCRETE BLOCK FLUSH WITH THE GROUND.  IT IS STAMPED
 BY2618'CHERINO AND SET FLUSH WITH THE CONCRETE SURFACE.
 BY2618'
 BY2618'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION ON THE SOUTH
 BY2618'EDGE OF THE CLEARING.  IT IS STAMPED CHIRENO NO 2 1948 AND
 BY2618'SET FLUSH WITH THE GROUND SURFACE.
 BY2618'
 BY2618'THE AZIMUTH MARK IS ABOUT 0.8 MILE NORTHEAST OF THE STATION,
 BY2618'30 FEET WEST OF THE CENTER OF THE NORTHEAST-SOUTHWEST ROAD,
 BY2618'30 FEET NORTH OF THE CENTER OF EAST-WEST TRACK ROAD, 8 FEET
 BY2618'SOUTH OF TELEPHONE POLE AND 7 FEET SOUTH OF WITNESS POST.
 BY2618'IT IS STAMPED CHIRENO 1948 AND PROJECTS 6 INCHES.
 BY2618'
 BY2618'TO REACH THE STATION FROM THE POST OFFICE IN NACOGDOCHES,
 BY2618'GO EAST ON STATE ROUTES 7 AND 21 FOR 1.1 MILES TO THE JUNCTION
 BY2618'WITH STATE ROUTES 7 AND 21, BEAR RIGHT ON STATE ROUTE 21
 BY2618'FOR 14.4 MILES TO SIDE ROAD RIGHT AT THE R.L. LYNCH GROCERY
 BY2618'AND SERVICE STATION, TURN RIGHT AND FOLLOW MAIN TRAVELLED
 BY2618'ROAD SOUTH AND SOUTHWEST FOR 1.45 MILES TO THE AZIMUTH MARK
 BY2618'ON THE RIGHT AS DESCRIBED, CONTINUE SOUTHWEST ON MAIN ROAD
 BY2618'FOR 0.05 MILE TO SIDE ROAD RIGHT JUST AFTER PASSING OLD
 BY2618'SAWMILL, TURN RIGHT AND FOLLOW MAIN TRAVELLED ROAD WEST AND
 BY2618'NORTHWEST FOR 0.6 MILE TO FORKS, BEAR LEFT AND CONTINUE IN
 BY2618'A SOUTHERLY DIRECTION FOR 0.15 MILE TO THE LOOKOUT TOWER
 BY2618'AND STATION JUST SOUTH-SOUTHWEST AS DESCRIBED.
 BY2618'
 BY2618'AN 87 FOOT SIGNAL AT STATION DORR IS VISIBLE AT 77 FEET
 BY2618'
 BY2618'A 113 FOOT SIGNAL AT STATION BAKER IS VISIBLE AT 77 FEET
 BY2618'
 BY2618'A 74 FOOT SIGNAL AT STATION MELROSE IS VISIBLE AT 77 FEET
 BY2618'
 BY2618'A 100 FOOT SIGNAL AT STATION HOLT 1919 IS VISIBLE AT 77 FEET
 BY2618'
 BY2618'A 74 FOOT SIGNAL AT STATION CROUCH IS VISIBLE AT 64 FEET
 BY2618'
 BY2618'AN 87 FOOT SIGNAL AT STATION BROWNING IS VISIBLE AT 77 FEET
 BY2618'
 BY2618'A 74 FOOT SIGNAL AT STATION WALTER IS VISIBLE AT 77 FEET
 BY2618'
 BY2618'AN 87 FOOT SIGNAL AT STATION BANNISTER 1931 IS VISIBLE AT 77 FEET
 BY2618'
 BY2618'AN 87 FOOT SIGNAL AT STATION ETOILE IS VISIBLE AT 77 FEET
 BY2618'
 BY2618'A 74 FOOT SIGNAL AT STATION BERRY IS VISIBLE AT 77 FEET
 BY2618'
 BY2618'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
 BY2618
 BY2618                          STATION RECOVERY (1998)
 BY2618
 BY2618'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2620 ***********************************************************************
 BY2620  DESIGNATION -  CHIRENO LOOKOUT TOWER 20 1949
 BY2620  PID         -  BY2620
 BY2620  STATE/COUNTY-  TX/NACOGDOCHES
 BY2620  USGS QUAD   -  MELROSE (1984)
 BY2620
 BY2620                         *CURRENT SURVEY CONTROL
 BY2620  ___________________________________________________________________
 BY2620* NAD 83(1993)-  31 30 29.68470(N)    094 25 36.41840(W)     ADJUSTED  
 BY2620* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 BY2620  ___________________________________________________________________
 BY2620  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BY2620  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY2620
 BY2620  HORZ ORDER  -  SECOND
 BY2620
 BY2620.The horizontal coordinates were established by classical geodetic methods
 BY2620.and adjusted by the National Geodetic Survey in February 1996..
 BY2620
 BY2620.The orthometric height was scaled from a topographic map.
 BY2620
 BY2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2620
 BY2620.The geoid height was determined by GEOID03.
 BY2620
 BY2620;                    North         East     Units Scale Factor Converg.
 BY2620;SPC TX C     - 3,219,043.092 1,260,778.701   MT  0.99992075   +3 02 32.0
 BY2620;SPC TX C     -10,561,143.88  4,136,404.79   sFT  0.99992075   +3 02 32.0
 BY2620;UTM  15      - 3,486,812.311   364,512.022   MT  0.99982641   -0 44 44.8
 BY2620
 BY2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2620!SPC TX C     -   0.99998559  x   0.99992075  =   0.99990634
 BY2620!UTM  15      -   0.99998559  x   0.99982641  =   0.99981201
 BY2620
 BY2620                          SUPERSEDED SURVEY CONTROL
 BY2620
 BY2620  NAD 83(1986)-  31 30 29.69554(N)    094 25 36.40742(W) AD(       ) 2
 BY2620  NAD 27      -  31 30 29.04000(N)    094 25 35.67100(W) AD(       ) 2
 BY2620
 BY2620.Superseded values are not recommended for survey control.
 BY2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2620.See file dsdata.txt to determine how the superseded data were derived.
 BY2620
 BY2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6451286812(NAD 83)
 BY2620_MARKER: 57 = LOOKOUT TOWER
 BY2620
 BY2620  HISTORY     - Date     Condition        Report By
 BY2620  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2620  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2620
 BY2620                          STATION DESCRIPTION
 BY2620
 BY2620'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2620'THE STATION IS THE CHIRENO LOOKOUT TOWER NO 20 OF THE STATE
 BY2620'FOREST SERVICE.  IT IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF
 BY2620'THE TOWN OF CHIRENO AND 0.6 MILE NORTH OF A NORTHEAST-SOUTHWEST
 BY2620'GRADED ROAD.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT
 BY2620'110 FEET HIGH WITH A GLASS ENCLOSED LOOKOUT CAB ON THE TOP.
 BY2620'POINT OBSERVED UPON, THE U.S.E.D. MARK CHERINO UNDER THE CENTER
 BY2620'OF THE LOOKOUT TOWER.
 BY2620
 BY2620                          STATION RECOVERY (1998)
 BY2620
 BY2620'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1609 ***********************************************************************
 CS1609  DESIGNATION -  CHISELED CROSS
 CS1609  PID         -  CS1609
 CS1609  STATE/COUNTY-  TX/TARRANT
 CS1609  USGS QUAD   -  LAKE WORTH (1982)
 CS1609
 CS1609                         *CURRENT SURVEY CONTROL
 CS1609  ___________________________________________________________________
 CS1609* NAD 83(1986)-  32 47 02.     (N)    097 25 20.     (W)     SCALED    
 CS1609* NAVD 88     -       182.124  (meters)     597.52   (feet)  POSTED    
 CS1609  ___________________________________________________________________
 CS1609  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CS1609  DYNAMIC HT  -         181.910 (meters)     596.82  (feet)  COMP
 CS1609  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 CS1609
 CS1609  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CS1609
 CS1609.The horizontal coordinates were scaled from a topographic map and have
 CS1609.an estimated accuracy of +/- 6 seconds.
 CS1609
 CS1609.The orthometric height was determined by differential leveling
 CS1609.and adjusted by the National Geodetic Survey in 1992..
 CS1609.No vertical observational check was made to the station.
 CS1609.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CS1609.was located on a no-check spur therefore a value was not computed.
 CS1609
 CS1609.The geoid height was determined by GEOID03.
 CS1609
 CS1609.The dynamic height is computed by dividing the NAVD 88
 CS1609.geopotential number by the normal gravity value computed on the
 CS1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1609.degrees latitude (g = 980.6199 gals.).
 CS1609
 CS1609.The modeled gravity was interpolated from observed gravity values.
 CS1609
 CS1609;                    North         East    Units  Estimated Accuracy
 CS1609;SPC TXNC     - 2,124,410.      700,950.      MT  (+/- 180 meters Scaled)
 CS1609
 CS1609                          SUPERSEDED SURVEY CONTROL
 CS1609
 CS1609  NGVD 29 (??/??/92)  182.126  (m)          597.53   (f) ADJ UNCH    1 2
 CS1609
 CS1609.Superseded values are not recommended for survey control.
 CS1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1609.See file dsdata.txt to determine how the superseded data were derived.
 CS1609
 CS1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB477284(NAD 83)
 CS1609_MARKER: X = CHISELED CROSS
 CS1609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1609_SP_SET: MAN HOLE
 CS1609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1609
 CS1609  HISTORY     - Date     Condition        Report By
 CS1609  HISTORY     - UNK      MONUMENTED       CGS
 CS1609  HISTORY     - 1948     GOOD             NGS
 CS1609
 CS1609                          STATION DESCRIPTION
 CS1609
 CS1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS1609'IN CARSWELL AFB.
 CS1609'AT CARSWELL AIR FORCE BASE, TARRANT COUNTY, 175 FEET SOUTHWEST OF
 CS1609'HOSPITAL BUILDING T-3-112-U-L, 135 FEET SOUTH OF I STREET, 207 FEET
 CS1609'EAST OF FIRST STREET, ON THE NORTH EDGE OF A MANHOLE, AND ABOUT LEVEL
 CS1609'WITH THE GROUND.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1990 ***********************************************************************
 AY1990  DESIGNATION -  CHISELED CROSS 1935
 AY1990  PID         -  AY1990
 AY1990  STATE/COUNTY-  TX/BANDERA
 AY1990  USGS QUAD   -  BANDERA (1982)
 AY1990
 AY1990                         *CURRENT SURVEY CONTROL
 AY1990  ___________________________________________________________________
 AY1990* NAD 83(1993)-  29 39 30.38596(N)    099 06 29.26189(W)     ADJUSTED  
 AY1990* NAVD 88     -       577.     (meters)    1893.     (feet)  SCALED    
 AY1990  ___________________________________________________________________
 AY1990  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AY1990  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AY1990
 AY1990  HORZ ORDER  -  SECOND
 AY1990
 AY1990.The horizontal coordinates were established by classical geodetic methods
 AY1990.and adjusted by the National Geodetic Survey in February 1996..
 AY1990
 AY1990.The orthometric height was scaled from a topographic map.
 AY1990
 AY1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1990
 AY1990.The geoid height was determined by GEOID03.
 AY1990
 AY1990;                    North         East     Units Scale Factor Converg.
 AY1990;SPC TXSC     - 4,202,275.861   589,532.828   MT  0.99987913   -0 03 10.7
 AY1990;SPC TXSC     -13,786,966.72  1,934,158.95   sFT  0.99987913   -0 03 10.7
 AY1990;UTM  14      - 3,280,943.664   489,535.745   MT  0.99960135   -0 03 12.6
 AY1990
 AY1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1990!SPC TXSC     -   0.99991304  x   0.99987913  =   0.99979218
 AY1990!UTM  14      -   0.99991304  x   0.99960135  =   0.99951443
 AY1990
 AY1990                          SUPERSEDED SURVEY CONTROL
 AY1990
 AY1990  NAD 83(1986)-  29 39 30.38971(N)    099 06 29.24716(W) AD(       ) 2
 AY1990  NAD 27      -  29 39 29.57400(N)    099 06 28.12300(W) AD(       ) 2
 AY1990
 AY1990.Superseded values are not recommended for survey control.
 AY1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1990.See file dsdata.txt to determine how the superseded data were derived.
 AY1990
 AY1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8953680944(NAD 83)
 AY1990_MARKER: X = CHISELED CROSS
 AY1990_SETTING: 66 = SET IN ROCK OUTCROP
 AY1990_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AY1990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1990+STABILITY: POSITION/ELEVATION WELL
 AY1990
 AY1990  HISTORY     - Date     Condition        Report By
 AY1990  HISTORY     - 1935     MONUMENTED       USGS
 AY1990  HISTORY     - 1956     GOOD             CGS
 AY1990
 AY1990                          STATION DESCRIPTION
 AY1990
 AY1990'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CIA)
 AY1990'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF BANDERA,
 AY1990'1 MILE NORTHWEST OF THE JOSEPH S. MORRIS RANCH HOME (MR.
 AY1990'MORRIS IS THE NEW OWNER OF THE PROPERTY), ON A ROUND-TOPPED,
 AY1990'TIMBER AND BRUSH COVERED HILL.
 AY1990'
 AY1990'TO REACH THE STATION FROM THE POST OFFICE IN BANDERA, GO EAST
 AY1990'AND SOUTH ON FARM ROAD 689 FOR 6.1 MILES TO THE SECOND ONE
 AY1990'OF TWO SIDE ROADS ON THE RIGHT, TURN RIGHT AND GO WESTERLY
 AY1990'FOR 0.15 MILE TO A METAL GATE, PASS THROUGH THE GATE AND
 AY1990'CONTINUE FOR 0.35 MILE TO A RANCH HOME ON THE RIGHT, CONTINUE
 AY1990'SOUTHWEST ON TRACK ROAD FOR 0.4 MILE TO A FORK, TAKE THE
 AY1990'LEFT ROAD AND GO 0.15 MILE TO A FORK, TAKE THE RIGHT ROAD
 AY1990'AND GO 0.5 MILE TO A FORK AND A SMALL WHITE HOUSE, TAKE THE
 AY1990'RIGHT ROAD AND GO 1.2 MILES TO A FORK, TAKE THE LEFT ROAD
 AY1990'AND GO 0.25 MILE TO A GATE, PASS THROUGH THE GATE AND
 AY1990'CONTINUE FOR 0.3 MILE TO A HOUSE ON THE LEFT, CONTINUE
 AY1990'WESTERLY FOR 0.2 MILE TO A BOARD GATE ON THE LEFT, PASS
 AY1990'THROUGH THE GATE AND GO SOUTHERLY FOR 0.6 MILE TO THE TOP
 AY1990'OF THE SADDLE AND THE END OF TRUCK TRAVEL.  PACK
 AY1990'NORTHWEST FOR ABOUT 0.3 MILE TO TOP OF HILL AND THE
 AY1990'STATION.
 AY1990'
 AY1990'USGS TT IS A CROSS CHISELED IN BEDROCK WHICH IS FLUSH WITH THE
 AY1990'GROUND.  NO STAMPING WAS IN EVIDENCE.
 AY1990
 AY1990                          STATION RECOVERY (1956)
 AY1990
 AY1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1990'THE STATION WAS RECOVERED AS DESCRIBED IN 1935.  A RECOVERY
 AY1990'NOTE BY THE STATE HIGHWAY DEPARTMENT DATED 1937 STATES THAT
 AY1990'IT IS NOW A 1-INCH BRASS DISK.  THE STATION IS A CROSS CHISELED
 AY1990'IN OUTCROPPING BEDROCK, AS ORIGINALLY DESCRIBED.  NO EVIDENCE
 AY1990'OF A BRASS DISK WAS FOUND.  A TRAVERSE MEASUREMENT WAS MADE
 AY1990'TO TRIANGULATION STATION JOINER 1935, AND THE DISTANCE WAS
 AY1990'FOUND TO BE 3.085 METERS (10.12 FEET).
 AY1990'
 AY1990'OFFICE NOTE--U.S. GEOLOGICAL SURVEY STATES THAT STATION IS
 AY1990'NOT A U.S.G.S. MARK, AND HAVE NO RECORD OF SUCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0208 ***********************************************************************
 CT0208  DESIGNATION -  CHISELED SQ 2
 CT0208  PID         -  CT0208
 CT0208  STATE/COUNTY-  TX/EASTLAND
 CT0208  USGS QUAD   -  CISCO NORTH (1987)
 CT0208
 CT0208                         *CURRENT SURVEY CONTROL
 CT0208  ___________________________________________________________________
 CT0208* NAD 83(1986)-  32 23 34.     (N)    098 58 52.     (W)     SCALED    
 CT0208* NAVD 88     -       494.723  (meters)    1623.10   (feet)  ADJUSTED  
 CT0208  ___________________________________________________________________
 CT0208  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CT0208  DYNAMIC HT  -         494.084 (meters)    1621.01  (feet)  COMP
 CT0208  MODELED GRAV-     979,332.5   (mgal)                       NAVD 88
 CT0208
 CT0208  VERT ORDER  -  SECOND    CLASS 0
 CT0208
 CT0208.The horizontal coordinates were scaled from a topographic map and have
 CT0208.an estimated accuracy of +/- 6 seconds.
 CT0208
 CT0208.The orthometric height was determined by differential leveling
 CT0208.and adjusted by the National Geodetic Survey in June 1991..
 CT0208
 CT0208.The geoid height was determined by GEOID03.
 CT0208
 CT0208.The dynamic height is computed by dividing the NAVD 88
 CT0208.geopotential number by the normal gravity value computed on the
 CT0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0208.degrees latitude (g = 980.6199 gals.).
 CT0208
 CT0208.The modeled gravity was interpolated from observed gravity values.
 CT0208
 CT0208;                    North         East    Units  Estimated Accuracy
 CT0208;SPC TXNC     - 2,080,620.      554,740.      MT  (+/- 180 meters Scaled)
 CT0208
 CT0208                          SUPERSEDED SURVEY CONTROL
 CT0208
 CT0208  NGVD 29 (??/??/92)  494.580  (m)         1622.63   (f) ADJ UNCH    2 0
 CT0208
 CT0208.Superseded values are not recommended for survey control.
 CT0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0208.See file dsdata.txt to determine how the superseded data were derived.
 CT0208
 CT0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA017839(NAD 83)
 CT0208_MARKER: Q = CHISELED SQUARE
 CT0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0208_SP_SET: PIER
 CT0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0208
 CT0208  HISTORY     - Date     Condition        Report By
 CT0208  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0208  HISTORY     - 1939     GOOD             NGS
 CT0208
 CT0208                          STATION DESCRIPTION
 CT0208
 CT0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 CT0208'IN CISCO.
 CT0208'AT CISCO, EASTLAND COUNTY, NORTH OF THE MISSOURI-KANSAS-TEXAS RAILROAD
 CT0208'OF TEXAS PASSENGER STATION, NORTHWEST OF THE CROSSING OF THE TEXAS AND
 CT0208'PACIFIC RAILWAY, AT A WATER TANK, AND ON THE TOP OF THE CENTER
 CT0208'CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0040 ***********************************************************************
 AZ0040  DESIGNATION -  CHISELED SQUARE
 AZ0040  PID         -  AZ0040
 AZ0040  STATE/COUNTY-  TX/EDWARDS
 AZ0040  USGS QUAD   -  CAMP WOOD (1973)
 AZ0040
 AZ0040                         *CURRENT SURVEY CONTROL
 AZ0040  ___________________________________________________________________
 AZ0040* NAD 83(1986)-  29 43 24.     (N)    100 02 04.     (W)     SCALED    
 AZ0040* NAVD 88     -       452.190  (meters)    1483.56   (feet)  ADJUSTED  
 AZ0040  ___________________________________________________________________
 AZ0040  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 AZ0040  DYNAMIC HT  -         451.522 (meters)    1481.37  (feet)  COMP
 AZ0040  MODELED GRAV-     979,153.6   (mgal)                       NAVD 88
 AZ0040
 AZ0040  VERT ORDER  -  SECOND    CLASS 0
 AZ0040
 AZ0040.The horizontal coordinates were scaled from a topographic map and have
 AZ0040.an estimated accuracy of +/- 6 seconds.
 AZ0040
 AZ0040.The orthometric height was determined by differential leveling
 AZ0040.and adjusted by the National Geodetic Survey in June 1991..
 AZ0040
 AZ0040.The geoid height was determined by GEOID03.
 AZ0040
 AZ0040.The dynamic height is computed by dividing the NAVD 88
 AZ0040.geopotential number by the normal gravity value computed on the
 AZ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0040.degrees latitude (g = 980.6199 gals.).
 AZ0040
 AZ0040.The modeled gravity was interpolated from observed gravity values.
 AZ0040
 AZ0040;                    North         East    Units  Estimated Accuracy
 AZ0040;SPC TXSC     - 4,209,910.      499,930.      MT  (+/- 180 meters Scaled)
 AZ0040
 AZ0040                          SUPERSEDED SURVEY CONTROL
 AZ0040
 AZ0040  NGVD 29 (??/??/92)  452.125  (m)         1483.35   (f) ADJ UNCH    2 0
 AZ0040
 AZ0040.Superseded values are not recommended for survey control.
 AZ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0040.See file dsdata.txt to determine how the superseded data were derived.
 AZ0040
 AZ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT999885(NAD 83)
 AZ0040_MARKER: Q = CHISELED SQUARE
 AZ0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0040_SP_SET: CULVERT
 AZ0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0040
 AZ0040  HISTORY     - Date     Condition        Report By
 AZ0040  HISTORY     - UNK      MONUMENTED       CGS
 AZ0040  HISTORY     - 1939     GOOD             NGS
 AZ0040
 AZ0040                          STATION DESCRIPTION
 AZ0040
 AZ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 AZ0040'0.1 MI S FROM BARKSDALE.
 AZ0040'0.1 MILE SOUTH ALONG STATE HIGHWAY 55 FROM BARKSDALE, EDWARDS COUNTY,
 AZ0040'AT THE FOOT OF A GRADE, AT THE FIRST CONCRETE CULVERT SOUTH OF THE
 AZ0040'TOWN, AND ON THE CENTER OF THE TOP OF THE WEST HEADWALL.  A CHISELED
 AZ0040'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1367 ***********************************************************************
 AY1367  DESIGNATION -  CHISELED SQUARE
 AY1367  PID         -  AY1367
 AY1367  STATE/COUNTY-  TX/UVALDE
 AY1367  USGS QUAD   -  UVALDE (1971)
 AY1367
 AY1367                         *CURRENT SURVEY CONTROL
 AY1367  ___________________________________________________________________
 AY1367* NAD 83(1986)-  29 13 33.     (N)    099 47 32.     (W)     SCALED    
 AY1367* NAVD 88     -       281.213  (meters)     922.61   (feet)  POSTED    
 AY1367  ___________________________________________________________________
 AY1367  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AY1367  DYNAMIC HT  -         280.800 (meters)     921.26  (feet)  COMP
 AY1367  MODELED GRAV-     979,183.4   (mgal)                       NAVD 88
 AY1367
 AY1367  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1367
 AY1367.The horizontal coordinates were scaled from a topographic map and have
 AY1367.an estimated accuracy of +/- 6 seconds.
 AY1367
 AY1367.The orthometric height was determined by differential leveling
 AY1367.and adjusted by the National Geodetic Survey in 1992..
 AY1367.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1367.rate of 1.1 thru 2.0 mm/km.
 AY1367
 AY1367.The geoid height was determined by GEOID03.
 AY1367
 AY1367.The dynamic height is computed by dividing the NAVD 88
 AY1367.geopotential number by the normal gravity value computed on the
 AY1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1367.degrees latitude (g = 980.6199 gals.).
 AY1367
 AY1367.The modeled gravity was interpolated from observed gravity values.
 AY1367
 AY1367;                    North         East    Units  Estimated Accuracy
 AY1367;SPC TXSC     - 4,154,590.      522,990.      MT  (+/- 180 meters Scaled)
 AY1367
 AY1367                          SUPERSEDED SURVEY CONTROL
 AY1367
 AY1367  NGVD 29 (??/??/92)  281.078  (m)          922.17   (f) ADJ UNCH    2 0
 AY1367
 AY1367.Superseded values are not recommended for survey control.
 AY1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1367.See file dsdata.txt to determine how the superseded data were derived.
 AY1367
 AY1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT230332(NAD 83)
 AY1367_MARKER: Q = CHISELED SQUARE
 AY1367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1367_SP_SET: CULVERT
 AY1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1367
 AY1367  HISTORY     - Date     Condition        Report By
 AY1367  HISTORY     - UNK      MONUMENTED       CGS
 AY1367  HISTORY     - 1957     MARK NOT FOUND   NGS
 AY1367  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 AY1367
 AY1367                          STATION DESCRIPTION
 AY1367
 AY1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1367'1.2 MI N FROM UVALDE.
 AY1367'1.2 MILES NORTH ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE AT UVALDE,
 AY1367'UVALDE COUNTY, 60 FEET SOUTHWEST OF THE INTERSECTION OF OPPENHEIMER
 AY1367'STREET, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN FRONT OF A
 AY1367'HUNBLE SERVICE STATION, AT THE TILE CULVERT, AND ON THE NORTH END OF
 AY1367'THE WEST HEADWALL.  A CHISELED SQUARE.  NOTE-- STREET HAS BEEN REPAVED
 AY1367'AND WIDENED.  NO CULVERT COULD BE LOCATED IN THE VICINITY.
 AY1367
 AY1367                          STATION RECOVERY (2002)
 AY1367
 AY1367'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0038 ***********************************************************************
 AZ0038  DESIGNATION -  CHISELED SQUARE
 AZ0038  PID         -  AZ0038
 AZ0038  STATE/COUNTY-  TX/EDWARDS
 AZ0038  USGS QUAD   -  CAMP WOOD (1973)
 AZ0038
 AZ0038                         *CURRENT SURVEY CONTROL
 AZ0038  ___________________________________________________________________
 AZ0038* NAD 83(1986)-  29 44 10.     (N)    100 02 22.     (W)     SCALED    
 AZ0038* NAVD 88     -       488.304  (meters)    1602.04   (feet)  ADJUSTED  
 AZ0038  ___________________________________________________________________
 AZ0038  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 AZ0038  DYNAMIC HT  -         487.583 (meters)    1599.68  (feet)  COMP
 AZ0038  MODELED GRAV-     979,151.9   (mgal)                       NAVD 88
 AZ0038
 AZ0038  VERT ORDER  -  SECOND    CLASS 0
 AZ0038
 AZ0038.The horizontal coordinates were scaled from a topographic map and have
 AZ0038.an estimated accuracy of +/- 6 seconds.
 AZ0038
 AZ0038.The orthometric height was determined by differential leveling
 AZ0038.and adjusted by the National Geodetic Survey in June 1991..
 AZ0038
 AZ0038.The geoid height was determined by GEOID03.
 AZ0038
 AZ0038.The dynamic height is computed by dividing the NAVD 88
 AZ0038.geopotential number by the normal gravity value computed on the
 AZ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0038.degrees latitude (g = 980.6199 gals.).
 AZ0038
 AZ0038.The modeled gravity was interpolated from observed gravity values.
 AZ0038
 AZ0038;                    North         East    Units  Estimated Accuracy
 AZ0038;SPC TXSC     - 4,211,330.      499,460.      MT  (+/- 180 meters Scaled)
 AZ0038
 AZ0038                          SUPERSEDED SURVEY CONTROL
 AZ0038
 AZ0038  NGVD 29 (??/??/92)  488.239  (m)         1601.83   (f) ADJ UNCH    2 0
 AZ0038
 AZ0038.Superseded values are not recommended for survey control.
 AZ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0038.See file dsdata.txt to determine how the superseded data were derived.
 AZ0038
 AZ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT994899(NAD 83)
 AZ0038_MARKER: Q = CHISELED SQUARE
 AZ0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0038_SP_SET: CULVERT
 AZ0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0038
 AZ0038  HISTORY     - Date     Condition        Report By
 AZ0038  HISTORY     - UNK      MONUMENTED       CGS
 AZ0038  HISTORY     - 1940     GOOD             NGS
 AZ0038
 AZ0038                          STATION DESCRIPTION
 AZ0038
 AZ0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0038'5.1 MI NW FROM CAMP WOOD.
 AZ0038'IN EDWARDS COUNTY, 5.1 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE
 AZ0038'UVALDE AND NORTHERN RAILWAY STATION AT CAMP WOOD, REAL COUNTY, 1 MILE
 AZ0038'NORTHWEST OF BARKSDALE, AT A CURVE, 108 FEET SOUTH OF A DIRT ROAD
 AZ0038'LEADING EAST, AT A CONCRETE CULVERT, ON THE CENTER OF THE TOP OF THE
 AZ0038'WEST HEADWALL, AND 20 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. A
 AZ0038'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0799 ***********************************************************************
 BZ0799  DESIGNATION -  CHISELED SQUARE
 BZ0799  PID         -  BZ0799
 BZ0799  STATE/COUNTY-  TX/BELL
 BZ0799  USGS QUAD   -  TEMPLE (1993)
 BZ0799
 BZ0799                         *CURRENT SURVEY CONTROL
 BZ0799  ___________________________________________________________________
 BZ0799* NAD 83(1986)-  31 04 05.     (N)    097 20 45.     (W)     SCALED    
 BZ0799* NAVD 88     -       203.179  (meters)     666.60   (feet)  ADJUSTED  
 BZ0799  ___________________________________________________________________
 BZ0799  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BZ0799  DYNAMIC HT  -         202.912 (meters)     665.72  (feet)  COMP
 BZ0799  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 BZ0799
 BZ0799  VERT ORDER  -  FIRST     CLASS II
 BZ0799
 BZ0799.The horizontal coordinates were scaled from a topographic map and have
 BZ0799.an estimated accuracy of +/- 6 seconds.
 BZ0799
 BZ0799.The orthometric height was determined by differential leveling
 BZ0799.and adjusted by the National Geodetic Survey in June 1991..
 BZ0799
 BZ0799.The geoid height was determined by GEOID03.
 BZ0799
 BZ0799.The dynamic height is computed by dividing the NAVD 88
 BZ0799.geopotential number by the normal gravity value computed on the
 BZ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0799.degrees latitude (g = 980.6199 gals.).
 BZ0799
 BZ0799.The modeled gravity was interpolated from observed gravity values.
 BZ0799
 BZ0799;                    North         East    Units  Estimated Accuracy
 BZ0799;SPC TX C     - 3,159,180.      985,050.      MT  (+/- 180 meters Scaled)
 BZ0799
 BZ0799                          SUPERSEDED SURVEY CONTROL
 BZ0799
 BZ0799  NGVD 29 (??/??/92)  203.111  (m)          666.37   (f) ADJ UNCH    1 2
 BZ0799
 BZ0799.Superseded values are not recommended for survey control.
 BZ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0799.See file dsdata.txt to determine how the superseded data were derived.
 BZ0799
 BZ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV578383(NAD 83)
 BZ0799_MARKER: Q = CHISELED SQUARE
 BZ0799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0799_SP_SET: BRIDGE
 BZ0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0799
 BZ0799  HISTORY     - Date     Condition        Report By
 BZ0799  HISTORY     - UNK      MONUMENTED       CGS
 BZ0799  HISTORY     - 1938     GOOD             NGS
 BZ0799  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0799  HISTORY     - 19950716 MARK NOT FOUND   USPSQD
 BZ0799  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0799
 BZ0799                          STATION DESCRIPTION
 BZ0799
 BZ0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BZ0799'1.8 MI S FROM TEMPLE.
 BZ0799'CHISLED SQUARE APPROXIMATELY 1.8 MILE SOUTH OF TEMPLE, TEXAS, ON THE
 BZ0799'N.W. HEADWALL OF A R.R. BRIDGE OVER HIGHWAY.
 BZ0799
 BZ0799                          STATION RECOVERY (1980)
 BZ0799
 BZ0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0799'SEARCHED FOR, NOT RECOVERED.
 BZ0799
 BZ0799                          STATION RECOVERY (1995)
 BZ0799
 BZ0799'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0799'MARK NOT FOUND.
 BZ0799
 BZ0799                          STATION RECOVERY (2003)
 BZ0799
 BZ0799'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3842 ***********************************************************************
 AW3842  DESIGNATION -  CHISELED SQUARE
 AW3842  PID         -  AW3842
 AW3842  STATE/COUNTY-  TX/HARRIS
 AW3842  USGS QUAD   -  PARK PLACE (1995)
 AW3842
 AW3842                         *CURRENT SURVEY CONTROL
 AW3842  ___________________________________________________________________
 AW3842* NAD 83(1986)-  29 38 49.     (N)    095 17 09.     (W)     SCALED    
 AW3842* NAVD 88     -        14.30   (+/-2cm)      46.9    (feet)  VERTCON   
 AW3842  ___________________________________________________________________
 AW3842  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW3842
 AW3842  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3842
 AW3842.This mark is at William P Hobby (HOU) Airport (HOU)
 AW3842
 AW3842.The horizontal coordinates were scaled from a topographic map and have
 AW3842.an estimated accuracy of +/- 6 seconds.
 AW3842
 AW3842.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3842.The vertical order pertains to the NGVD 29 superseded value.
 AW3842
 AW3842.The geoid height was determined by GEOID03.
 AW3842
 AW3842;                    North         East    Units  Estimated Accuracy
 AW3842;SPC TXSC     - 4,206,710.      959,520.      MT  (+/- 180 meters Scaled)
 AW3842
 AW3842                          SUPERSEDED SURVEY CONTROL
 AW3842
 AW3842  NGVD 29 (??/??/92)   14.297  (m)           46.91   (f) ADJ UNCH    1 2
 AW3842
 AW3842.Superseded values are not recommended for survey control.
 AW3842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3842.See file dsdata.txt to determine how the superseded data were derived.
 AW3842
 AW3842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN787818(NAD 83)
 AW3842_MARKER: Q = CHISELED SQUARE
 AW3842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3842_SP_SET: WALKWAY
 AW3842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3842
 AW3842  HISTORY     - Date     Condition        Report By
 AW3842  HISTORY     - UNK      MONUMENTED       USWB
 AW3842  HISTORY     - 1959     GOOD             NGS
 AW3842  HISTORY     - 1973     GOOD             NGS
 AW3842  HISTORY     - 1987     GOOD             USPSQD
 AW3842
 AW3842                          STATION DESCRIPTION
 AW3842
 AW3842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3842'2.95 MI NE FROM MYKAWA.
 AW3842'ABOUT 1.05 MILES EAST ALONG ALMEDA-GENOA ROAD FROM THE CROSSING WITH
 AW3842'THE GULF, COLORADO AND SANTA FE RAILROAD AT MYKAWA, THENCE ABOUT 1.75
 AW3842'MILES NORTH ALONG STATE HIGHWAY 35, THENCE ABOUT 0.15 MILE EAST ALONG
 AW3842'NELMS STREET TO THE CONTROL TOWER AND ADMINISTRATION BUILDING AT THE
 AW3842'OLD HOUSTON MUNICIPAL AIRPORT, A CHISELED SQUARE IN THE TOP OF A
 AW3842'GRANITE WALKWAY, 4 FEET NORTH OF THE CENTER LINE OF THE EAST ENTRANCE
 AW3842'TO THE WAITING ROOM, AND 3 FEET EAST OF A ROUND PILLAR.
 AW3842
 AW3842                          STATION RECOVERY (1973)
 AW3842
 AW3842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3842'RECOVERED IN GOOD CONDITION.
 AW3842
 AW3842                          STATION RECOVERY (1987)
 AW3842
 AW3842'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW3842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0226 ***********************************************************************
 CT0226  DESIGNATION -  CHISELED SQUARE
 CT0226  PID         -  CT0226
 CT0226  STATE/COUNTY-  TX/COMANCHE
 CT0226  USGS QUAD   -  GORMAN (1968)
 CT0226
 CT0226                         *CURRENT SURVEY CONTROL
 CT0226  ___________________________________________________________________
 CT0226* NAD 83(1986)-  32 12 08.     (N)    098 39 26.     (W)     SCALED    
 CT0226* NAVD 88     -       494.70   (+/-2cm)    1623.0    (feet)  VERTCON   
 CT0226  ___________________________________________________________________
 CT0226  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CT0226
 CT0226  VERT ORDER  -  ? (See Below)
 CT0226
 CT0226.The horizontal coordinates were scaled from a topographic map and have
 CT0226.an estimated accuracy of +/- 6 seconds.
 CT0226
 CT0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0226.The vertical order pertains to the NGVD 29 superseded value.
 CT0226
 CT0226.The geoid height was determined by GEOID03.
 CT0226
 CT0226;                    North         East    Units  Estimated Accuracy
 CT0226;SPC TX C     - 3,282,290.      858,040.      MT  (+/- 180 meters Scaled)
 CT0226
 CT0226                          SUPERSEDED SURVEY CONTROL
 CT0226
 CT0226  NGVD 29 (??/??/92)  494.595  (m)         1622.68   (f) ADJ UNCH    ?  
 CT0226
 CT0226.Superseded values are not recommended for survey control.
 CT0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0226.See file dsdata.txt to determine how the superseded data were derived.
 CT0226
 CT0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA323629(NAD 83)
 CT0226_MARKER: Q = CHISELED SQUARE
 CT0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0226_SP_SET: SLAB
 CT0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0226
 CT0226  HISTORY     - Date     Condition        Report By
 CT0226  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0226  HISTORY     - 1933     GOOD             NGS
 CT0226
 CT0226                          STATION DESCRIPTION
 CT0226
 CT0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0226'1.0 MI E FROM GORMAN.
 CT0226'ALONG THE MISSOURI, KANSAS AND TEXAS RR, ON TOP OF SOUTHEAST WINGWALL
 CT0226'ON ADJACENT SLAB TO BM U-193, ON RAILROAD BRIDGE 128.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1146 ***********************************************************************
 CS1146  DESIGNATION -  CHISELED SQUARE
 CS1146  PID         -  CS1146
 CS1146  STATE/COUNTY-  TX/DALLAS
 CS1146  USGS QUAD   -  DUNCANVILLE (1981)
 CS1146
 CS1146                         *CURRENT SURVEY CONTROL
 CS1146  ___________________________________________________________________
 CS1146* NAD 83(1986)-  32 44 15.     (N)    096 58 11.     (W)     SCALED    
 CS1146* NAVD 88     -       145.241  (meters)     476.51   (feet)  ADJUSTED  
 CS1146  ___________________________________________________________________
 CS1146  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CS1146  DYNAMIC HT  -         145.074 (meters)     475.96  (feet)  COMP
 CS1146  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 CS1146
 CS1146  VERT ORDER  -  SECOND    CLASS 0
 CS1146
 CS1146.The horizontal coordinates were scaled from a topographic map and have
 CS1146.an estimated accuracy of +/- 6 seconds.
 CS1146
 CS1146.The orthometric height was determined by differential leveling
 CS1146.and adjusted by the National Geodetic Survey in June 1991..
 CS1146
 CS1146.The geoid height was determined by GEOID03.
 CS1146
 CS1146.The dynamic height is computed by dividing the NAVD 88
 CS1146.geopotential number by the normal gravity value computed on the
 CS1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1146.degrees latitude (g = 980.6199 gals.).
 CS1146
 CS1146.The modeled gravity was interpolated from observed gravity values.
 CS1146
 CS1146;                    North         East    Units  Estimated Accuracy
 CS1146;SPC TXNC     - 2,119,790.      743,410.      MT  (+/- 180 meters Scaled)
 CS1146
 CS1146                          SUPERSEDED SURVEY CONTROL
 CS1146
 CS1146  NGVD 29 (??/??/92)  145.293  (m)          476.68   (f) ADJ UNCH    2 0
 CS1146
 CS1146.Superseded values are not recommended for survey control.
 CS1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1146.See file dsdata.txt to determine how the superseded data were derived.
 CS1146
 CS1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB902240(NAD 83)
 CS1146_MARKER: Q = CHISELED SQUARE
 CS1146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1146_SP_SET: CONCRETE DRAINAGE
 CS1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1146+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 CS1146
 CS1146  HISTORY     - Date     Condition        Report By
 CS1146  HISTORY     - UNK      MONUMENTED       CGS
 CS1146  HISTORY     - 1966     GOOD             NGS
 CS1146  HISTORY     - 20031110 GOOD             USPSQD
 CS1146
 CS1146                          STATION DESCRIPTION
 CS1146
 CS1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1146'2.4 MI ESE FROM GRAND PRAIRIE.
 CS1146'FROM THE CITY HALL IN GRAND PRAIRIE GO EAST FOR 1 BLOCK TO NW 2ND
 CS1146'STREET, THENCE SOUTH FOR 1 BLOCK TO JEFFERSON BOULEVARD, THENCE EAST
 CS1146'FOR 2.35 MILES TO THE MOST WESTERLY GATE (NOT NORMALLY USED FOR AN
 CS1146'ENTRANCE) OF DALLAS, NAVAL AIR STATION, THENCE SOUTH FOR 0.25 MILE TO
 CS1146'TAXIWAY SOUTH OF THE CONTROL TOWER, THENCE WEST FOR 0.3 MILE TO WEST
 CS1146'EDGE OF INTERSECTION OF RUNWAYS, THENCE SOUTH FOR 0.15 MILE TO MARK.
 CS1146'MARK IS ABOUT MIDWAY BETWEEN WEST EDGE OF MAIN RUNWAY AND EAST EDGE OF
 CS1146'WEST TAXIWAY, 200 FEET WEST OF SOUTHWEST EDGE OF INTERSECTION OF MAIN
 CS1146'RUNWAY AND A DIAGONAL TAXIWAY AND IN NORTHEAST CORNER OF EAST END OF A
 CS1146'4 BY 8-FOOT CONCRETE DRAINAGE.  THE MARK IS A CHISELED SQUARE IN
 CS1146'CONCRETE.
 CS1146
 CS1146                          STATION RECOVERY (2003)
 CS1146
 CS1146'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0582 ***********************************************************************
 CT0582  DESIGNATION -  CHISELED SQUARE
 CT0582  PID         -  CT0582
 CT0582  STATE/COUNTY-  TX/TAYLOR
 CT0582  USGS QUAD   -  ABILENE WEST (1987)
 CT0582
 CT0582                         *CURRENT SURVEY CONTROL
 CT0582  ___________________________________________________________________
 CT0582* NAD 83(1986)-  32 27 10.     (N)    099 47 30.     (W)     SCALED    
 CT0582* NAVD 88     -       524.809  (meters)    1721.81   (feet)  ADJUSTED  
 CT0582  ___________________________________________________________________
 CT0582  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CT0582  DYNAMIC HT  -         524.129 (meters)    1719.58  (feet)  COMP
 CT0582  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 CT0582
 CT0582  VERT ORDER  -  SECOND    CLASS 0
 CT0582
 CT0582.The horizontal coordinates were scaled from a topographic map and have
 CT0582.an estimated accuracy of +/- 6 seconds.
 CT0582
 CT0582.The orthometric height was determined by differential leveling
 CT0582.and adjusted by the National Geodetic Survey in June 1991..
 CT0582
 CT0582.The geoid height was determined by GEOID03.
 CT0582
 CT0582.The dynamic height is computed by dividing the NAVD 88
 CT0582.geopotential number by the normal gravity value computed on the
 CT0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0582.degrees latitude (g = 980.6199 gals.).
 CT0582
 CT0582.The modeled gravity was interpolated from observed gravity values.
 CT0582
 CT0582;                    North         East    Units  Estimated Accuracy
 CT0582;SPC TXNC     - 2,087,920.      478,560.      MT  (+/- 180 meters Scaled)
 CT0582
 CT0582                          SUPERSEDED SURVEY CONTROL
 CT0582
 CT0582  NGVD 29 (??/??/92)  524.646  (m)         1721.28   (f) ADJ UNCH    2 0
 CT0582
 CT0582.Superseded values are not recommended for survey control.
 CT0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0582.See file dsdata.txt to determine how the superseded data were derived.
 CT0582
 CT0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA255909(NAD 83)
 CT0582_MARKER: Q = CHISELED SQUARE
 CT0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0582_SP_SET: CONCRETE BASE
 CT0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0582
 CT0582  HISTORY     - Date     Condition        Report By
 CT0582  HISTORY     - UNK      MONUMENTED       CGS
 CT0582  HISTORY     - 1934     GOOD             NGS
 CT0582  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0582
 CT0582                          STATION DESCRIPTION
 CT0582
 CT0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CT0582'2.8 MI W FROM ABILENE.
 CT0582'2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CT0582'ABILENE, TAYLOR COUNTY, 125 FEET EAST OF MILEPOST 410, AT SEMAPHORE
 CT0582'4102, IN THE TOP OF THE CONCRETE BASE, AND 12 FEET SOUTH OF THE
 CT0582'CENTERLINE OF THE MAIN TRACK.  A CHISELED SQUARE.
 CT0582
 CT0582                          STATION RECOVERY (2001)
 CT0582
 CT0582'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0579 ***********************************************************************
 CT0579  DESIGNATION -  CHISELED SQUARE
 CT0579  PID         -  CT0579
 CT0579  STATE/COUNTY-  TX/TAYLOR
 CT0579  USGS QUAD   -  ABILENE WEST (1987)
 CT0579
 CT0579                         *CURRENT SURVEY CONTROL
 CT0579  ___________________________________________________________________
 CT0579* NAD 83(1986)-  32 27 21.     (N)    099 49 56.     (W)     SCALED    
 CT0579* NAVD 88     -       533.327  (meters)    1749.76   (feet)  ADJUSTED  
 CT0579  ___________________________________________________________________
 CT0579  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CT0579  DYNAMIC HT  -         532.636 (meters)    1747.49  (feet)  COMP
 CT0579  MODELED GRAV-     979,325.7   (mgal)                       NAVD 88
 CT0579
 CT0579  VERT ORDER  -  SECOND    CLASS 0
 CT0579
 CT0579.The horizontal coordinates were scaled from a topographic map and have
 CT0579.an estimated accuracy of +/- 6 seconds.
 CT0579
 CT0579.The orthometric height was determined by differential leveling
 CT0579.and adjusted by the National Geodetic Survey in June 1991..
 CT0579
 CT0579.The geoid height was determined by GEOID03.
 CT0579
 CT0579.The dynamic height is computed by dividing the NAVD 88
 CT0579.geopotential number by the normal gravity value computed on the
 CT0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0579.degrees latitude (g = 980.6199 gals.).
 CT0579
 CT0579.The modeled gravity was interpolated from observed gravity values.
 CT0579
 CT0579;                    North         East    Units  Estimated Accuracy
 CT0579;SPC TXNC     - 2,088,310.      474,750.      MT  (+/- 180 meters Scaled)
 CT0579
 CT0579                          SUPERSEDED SURVEY CONTROL
 CT0579
 CT0579  NGVD 29 (??/??/92)  533.165  (m)         1749.23   (f) ADJ UNCH    2 0
 CT0579
 CT0579.Superseded values are not recommended for survey control.
 CT0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0579.See file dsdata.txt to determine how the superseded data were derived.
 CT0579
 CT0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA217912(NAD 83)
 CT0579_MARKER: Q = CHISELED SQUARE
 CT0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0579_SP_SET: ABUTMENT
 CT0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0579
 CT0579  HISTORY     - Date     Condition        Report By
 CT0579  HISTORY     - UNK      MONUMENTED       CGS
 CT0579  HISTORY     - 1934     GOOD             NGS
 CT0579  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0579
 CT0579                          STATION DESCRIPTION
 CT0579
 CT0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CT0579'2.0 MI E FROM TYE.
 CT0579'2.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CT0579'TYE, TAYLOR COUNTY, AT THE WEST END OF THE U. S. HIGHWAY 80 UNDERPASS,
 CT0579'ON THE TOP OF AN ABUTMENT AT THE WEST END OF THE UNDERPASS, AND 8 FEET
 CT0579'SOUTH OF THE CENTERLINE OF THE TRACK.  A CHISELED SQUARE.
 CT0579
 CT0579                          STATION RECOVERY (2001)
 CT0579
 CT0579'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0617 ***********************************************************************
 CS0617  DESIGNATION -  CHISELED SQUARE
 CS0617  PID         -  CS0617
 CS0617  STATE/COUNTY-  TX/NAVARRO
 CS0617  USGS QUAD   -  KERENS (1981)
 CS0617
 CS0617                         *CURRENT SURVEY CONTROL
 CS0617  ___________________________________________________________________
 CS0617* NAD 83(1986)-  32 08 26.     (N)    096 10 06.     (W)     SCALED    
 CS0617* NAVD 88     -       110.591  (meters)     362.83   (feet)  ADJUSTED  
 CS0617  ___________________________________________________________________
 CS0617  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0617  DYNAMIC HT  -         110.463 (meters)     362.41  (feet)  COMP
 CS0617  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 CS0617
 CS0617  VERT ORDER  -  SECOND    CLASS 0
 CS0617
 CS0617.The horizontal coordinates were scaled from a topographic map and have
 CS0617.an estimated accuracy of +/- 6 seconds.
 CS0617
 CS0617.The orthometric height was determined by differential leveling
 CS0617.and adjusted by the National Geodetic Survey in June 1991..
 CS0617
 CS0617.The geoid height was determined by GEOID03.
 CS0617
 CS0617.The dynamic height is computed by dividing the NAVD 88
 CS0617.geopotential number by the normal gravity value computed on the
 CS0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0617.degrees latitude (g = 980.6199 gals.).
 CS0617
 CS0617.The modeled gravity was interpolated from observed gravity values.
 CS0617
 CS0617;                    North         East    Units  Estimated Accuracy
 CS0617;SPC TXNC     - 2,054,990.      819,970.      MT  (+/- 180 meters Scaled)
 CS0617
 CS0617                          SUPERSEDED SURVEY CONTROL
 CS0617
 CS0617  NGVD 29 (??/??/92)  110.594  (m)          362.84   (f) ADJ UNCH    2 0
 CS0617
 CS0617.Superseded values are not recommended for survey control.
 CS0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0617.See file dsdata.txt to determine how the superseded data were derived.
 CS0617
 CS0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA671595(NAD 83)
 CS0617_MARKER: Q = CHISELED SQUARE
 CS0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0617_SP_SET: CULVERT
 CS0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0617
 CS0617  HISTORY     - Date     Condition        Report By
 CS0617  HISTORY     - UNK      MONUMENTED       CGS
 CS0617  HISTORY     - 1947     GOOD             NGS
 CS0617
 CS0617                          STATION DESCRIPTION
 CS0617
 CS0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0617'3.6 MI E FROM KERENS.
 CS0617'ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD, 3.6 MILES EAST OF THE
 CS0617'RAILROAD STATION IN KERENS, 18.5 POLES WEST OF MILEPOST 603, IN THE
 CS0617'NORTH HEADWALL OF A CONCRETE CULVERT, 20 NORTH OF THE CENTER OF THE
 CS0617'TRACK, 6 INCHES EAST OF THE WEST END OF THE HEADWALL, ABOUT 4 FEET
 CS0617'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0241 ***********************************************************************
 BM0241  DESIGNATION -  CHISELED SQUARE
 BM0241  PID         -  BM0241
 BM0241  STATE/COUNTY-  TX/LEE
 BM0241  USGS QUAD   -  GIDDINGS (1988)
 BM0241
 BM0241                         *CURRENT SURVEY CONTROL
 BM0241  ___________________________________________________________________
 BM0241* NAD 83(1986)-  30 10 54.     (N)    096 56 12.     (W)     SCALED    
 BM0241* NAVD 88     -       156.33   (+/-2cm)     512.9    (feet)  VERTCON   
 BM0241  ___________________________________________________________________
 BM0241  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BM0241
 BM0241  VERT ORDER  -  ? (See Below)
 BM0241
 BM0241.The horizontal coordinates were scaled from a topographic map and have
 BM0241.an estimated accuracy of +/- 6 seconds.
 BM0241
 BM0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0241.The vertical order pertains to the NGVD 29 superseded value.
 BM0241
 BM0241.The geoid height was determined by GEOID03.
 BM0241
 BM0241;                    North         East    Units  Estimated Accuracy
 BM0241;SPC TX C     - 3,062,090.    1,027,080.      MT  (+/- 180 meters Scaled)
 BM0241
 BM0241                          SUPERSEDED SURVEY CONTROL
 BM0241
 BM0241  NGVD 29 (??/??/92)  156.271  (m)          512.70   (f) ADJ UNCH    ?  
 BM0241
 BM0241.Superseded values are not recommended for survey control.
 BM0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0241.See file dsdata.txt to determine how the superseded data were derived.
 BM0241
 BM0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU986407(NAD 83)
 BM0241_MARKER: Q = CHISELED SQUARE
 BM0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0241_SP_SET: STEP
 BM0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0241
 BM0241  HISTORY     - Date     Condition        Report By
 BM0241  HISTORY     - UNK      MONUMENTED       CGS
 BM0241  HISTORY     - 1935     GOOD             NGS
 BM0241
 BM0241                          STATION DESCRIPTION
 BM0241
 BM0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BM0241'IN GIDDINGS.
 BM0241'AT GIDDINGS, LEE COUNTY, AT THE NORTH ENTRANCE TO THE COUNTY
 BM0241'COURTHOUSE, AND ON THE TOP OF THE WEST END OF THE THIRD STEP.  AN
 BM0241'OUTLINED CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0336 ***********************************************************************
 BM0336  DESIGNATION -  CHISELED SQUARE
 BM0336  PID         -  BM0336
 BM0336  STATE/COUNTY-  TX/BELL
 BM0336  USGS QUAD   -  BARTLETT (1989)
 BM0336
 BM0336                         *CURRENT SURVEY CONTROL
 BM0336  ___________________________________________________________________
 BM0336* NAD 83(1986)-  30 52 25.     (N)    097 24 22.     (W)     SCALED    
 BM0336* NAVD 88     -       154.78   (+/-2cm)     507.8    (feet)  VERTCON   
 BM0336  ___________________________________________________________________
 BM0336  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BM0336
 BM0336  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0336
 BM0336.The horizontal coordinates were scaled from a topographic map and have
 BM0336.an estimated accuracy of +/- 6 seconds.
 BM0336
 BM0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0336.The vertical order pertains to the NGVD 29 superseded value.
 BM0336
 BM0336.The geoid height was determined by GEOID03.
 BM0336
 BM0336;                    North         East    Units  Estimated Accuracy
 BM0336;SPC TX C     - 3,137,480.      979,870.      MT  (+/- 180 meters Scaled)
 BM0336
 BM0336                          SUPERSEDED SURVEY CONTROL
 BM0336
 BM0336  NGVD 29 (??/??/92)  154.644  (m)          507.36   (f) ADJ UNCH    1 2
 BM0336
 BM0336.Superseded values are not recommended for survey control.
 BM0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0336.See file dsdata.txt to determine how the superseded data were derived.
 BM0336
 BM0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV523166(NAD 83)
 BM0336_MARKER: Q = CHISELED SQUARE
 BM0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0336_SP_SET: FOUNDATION
 BM0336_MARK LOGO: CGS   
 BM0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0336
 BM0336  HISTORY     - Date     Condition        Report By
 BM0336  HISTORY     - UNK      MONUMENTED       CGS
 BM0336  HISTORY     - 1938     GOOD             NGS
 BM0336  HISTORY     - 1980     POOR             NGS
 BM0336  HISTORY     - 20010317 GOOD             USPSQD
 BM0336
 BM0336                          STATION DESCRIPTION
 BM0336
 BM0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0336'0.3 MI S FROM HOLLAND.
 BM0336'0.3 MILES SOUTH OF STATION BY RAIL ALONG THE M. K. AND T. RAILROAD. 10
 BM0336'FEET WEST OF THE WEST RAIL.  6 FEET BELOW THE TOP OF THE RAIL.  A 1/2
 BM0336'INCH RECESSED CHISSELED SQUARE ON TOP OF THE WEST END OF THE NORTH
 BM0336'HEADWALL OF A LARGE STEEL RAILROAD BRIDGE.  SET IN THE LARGE STONE
 BM0336'WHICH ACTS AS THE BASE FOR THE ROCKERS OF THE BRIDGE.  (IT IS BELIEVED
 BM0336'THIS MARK WAS MISTAKEN FOR B.M. W 4 ON A PREVIOUS SURVEY)
 BM0336
 BM0336                          STATION RECOVERY (1980)
 BM0336
 BM0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0336'MARK RECOVERED IN POOR CONDITION.
 BM0336
 BM0336                          STATION RECOVERY (2001)
 BM0336
 BM0336'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0183 ***********************************************************************
 DP0183  DESIGNATION -  CHISELED SQUARE
 DP0183  PID         -  DP0183
 DP0183  STATE/COUNTY-  TX/MOTLEY
 DP0183  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0183
 DP0183                         *CURRENT SURVEY CONTROL
 DP0183  ___________________________________________________________________
 DP0183* NAD 83(1986)-  33 52 39.     (N)    100 50 58.     (W)     SCALED    
 DP0183* NAVD 88     -       750.749  (meters)    2463.08   (feet)  ADJUSTED  
 DP0183  ___________________________________________________________________
 DP0183  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DP0183  DYNAMIC HT  -         749.832 (meters)    2460.07  (feet)  COMP
 DP0183  MODELED GRAV-     979,391.0   (mgal)                       NAVD 88
 DP0183
 DP0183  VERT ORDER  -  SECOND    CLASS 0
 DP0183
 DP0183.The horizontal coordinates were scaled from a topographic map and have
 DP0183.an estimated accuracy of +/- 6 seconds.
 DP0183
 DP0183.The orthometric height was determined by differential leveling
 DP0183.and adjusted by the National Geodetic Survey in June 1991..
 DP0183
 DP0183.The geoid height was determined by GEOID03.
 DP0183
 DP0183.The dynamic height is computed by dividing the NAVD 88
 DP0183.geopotential number by the normal gravity value computed on the
 DP0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0183.degrees latitude (g = 980.6199 gals.).
 DP0183
 DP0183.The modeled gravity was interpolated from observed gravity values.
 DP0183
 DP0183;                    North         East    Units  Estimated Accuracy
 DP0183;SPC TXNC     - 2,247,600.      382,660.      MT  (+/- 180 meters Scaled)
 DP0183
 DP0183                          SUPERSEDED SURVEY CONTROL
 DP0183
 DP0183  NGVD 29 (??/??/92)  750.470  (m)         2462.17   (f) ADJ UNCH    2 0
 DP0183
 DP0183.Superseded values are not recommended for survey control.
 DP0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0183.See file dsdata.txt to determine how the superseded data were derived.
 DP0183
 DP0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC289501(NAD 83)
 DP0183_MARKER: Q = CHISELED SQUARE
 DP0183_SETTING: 0 = UNSPECIFIED SETTING
 DP0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0183
 DP0183  HISTORY     - Date     Condition        Report By
 DP0183  HISTORY     - UNK      MONUMENTED       RBNF
 DP0183  HISTORY     - 1938     GOOD             NGS
 DP0183
 DP0183                          STATION DESCRIPTION
 DP0183
 DP0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 DP0183'1.9 MI S FROM ROARING SPRINGS.
 DP0183'1.9 MILES SOUTH BY HIGHWAY.  CHISELED SQUARE ON TOP OF EAST SIDE OF
 DP0183'SOUTH WINGWALL OF A CONCRETE HIGHWAY BRIDGE.  100 YDS. NORTH OF A DIRT
 DP0183'ROAD, LEADING TO A FARMHOUSE.  15 FT. EAST OF CENTER-LINE OF HIGHWAY.
 DP0183'ALONG HIGHWAY NO. U.S. 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0346 ***********************************************************************
 BM0346  DESIGNATION -  CHISELED SQUARE
 BM0346  PID         -  BM0346
 BM0346  STATE/COUNTY-  TX/WILLIAMSON
 BM0346  USGS QUAD   -  GRANGER (1988)
 BM0346
 BM0346                         *CURRENT SURVEY CONTROL
 BM0346  ___________________________________________________________________
 BM0346* NAD 83(1986)-  30 43 20.     (N)    097 26 34.     (W)     SCALED    
 BM0346* NAVD 88     -       175.432  (meters)     575.56   (feet)  ADJUSTED  
 BM0346  ___________________________________________________________________
 BM0346  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BM0346  DYNAMIC HT  -         175.198 (meters)     574.80  (feet)  COMP
 BM0346  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 BM0346
 BM0346  VERT ORDER  -  FIRST     CLASS II
 BM0346
 BM0346.The horizontal coordinates were scaled from a topographic map and have
 BM0346.an estimated accuracy of +/- 6 seconds.
 BM0346
 BM0346.The orthometric height was determined by differential leveling
 BM0346.and adjusted by the National Geodetic Survey in June 1991..
 BM0346
 BM0346.The geoid height was determined by GEOID03.
 BM0346
 BM0346.The dynamic height is computed by dividing the NAVD 88
 BM0346.geopotential number by the normal gravity value computed on the
 BM0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0346.degrees latitude (g = 980.6199 gals.).
 BM0346
 BM0346.The modeled gravity was interpolated from observed gravity values.
 BM0346
 BM0346;                    North         East    Units  Estimated Accuracy
 BM0346;SPC TX C     - 3,120,610.      976,800.      MT  (+/- 180 meters Scaled)
 BM0346
 BM0346                          SUPERSEDED SURVEY CONTROL
 BM0346
 BM0346  NGVD 29 (??/??/92)  175.359  (m)          575.32   (f) ADJ UNCH    1 2
 BM0346
 BM0346.Superseded values are not recommended for survey control.
 BM0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0346.See file dsdata.txt to determine how the superseded data were derived.
 BM0346
 BM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU491998(NAD 83)
 BM0346_MARKER: Q = CHISELED SQUARE
 BM0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0346_SP_SET: PIER
 BM0346_MARK LOGO: CGS   
 BM0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0346
 BM0346  HISTORY     - Date     Condition        Report By
 BM0346  HISTORY     - UNK      MONUMENTED       CGS
 BM0346  HISTORY     - 1939     GOOD             NGS
 BM0346  HISTORY     - 1980     GOOD             NGS
 BM0346  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0346
 BM0346                          STATION DESCRIPTION
 BM0346
 BM0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BM0346'0.5 MI N FROM GRANGER.
 BM0346'ABOUT 0.5 MILE NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 BM0346'FROM GRANGER, WILLIAMSON COUNTY, AT A WATER-STORAGE TANK, ON THE
 BM0346'SOUTHWEST CONCRETE 3-FOOT PIER, 12 FEET EAST OF THE EAST RAIL, AND
 BM0346'ABOUT LEVEL WITH THE TOP OF THE RAIL.  A CHISELED SQUARE.  NOTE--
 BM0346'CHISELED SQUARE (RECESSED) IN. S. W. CONCRETE (3 FT. PIER) OF R. R.
 BM0346'WATER STORAGE TANK.  12 FT. E. OF E. RAIL LEVEL WITH TOP OF RAIL. PIER
 BM0346'IS A 3 FT. PYRAMID.
 BM0346
 BM0346                          STATION RECOVERY (1980)
 BM0346
 BM0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0346'0.9 KM (0.55 MI) NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0346'FARM ROAD 971 IN GRANGER, 4.6 METERS (13.8 FT) EAST OF THE EAST RAIL
 BM0346'OF THE MISSOURI KANSAS AND TEXAS RAILROAD, IN TOP OF THE SOUTHWEST
 BM0346'CORNER OF THE SOUTHWEST CONCRETE FOUNDATION BLOCK OF AN OLD WATER
 BM0346'STORAGE TANK.
 BM0346
 BM0346                          STATION RECOVERY (1990)
 BM0346
 BM0346'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0345 ***********************************************************************
 BM0345  DESIGNATION -  CHISELED SQUARE
 BM0345  PID         -  BM0345
 BM0345  STATE/COUNTY-  TX/WILLIAMSON
 BM0345  USGS QUAD   -  GRANGER (1988)
 BM0345
 BM0345                         *CURRENT SURVEY CONTROL
 BM0345  ___________________________________________________________________
 BM0345* NAD 83(1986)-  30 43 30.     (N)    097 26 18.     (W)     SCALED    
 BM0345* NAVD 88     -       137.59   (+/-2cm)     451.4    (feet)  VERTCON   
 BM0345  ___________________________________________________________________
 BM0345  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BM0345
 BM0345  VERT ORDER  -  ? (See Below)
 BM0345
 BM0345.The horizontal coordinates were scaled from a topographic map and have
 BM0345.an estimated accuracy of +/- 6 seconds.
 BM0345
 BM0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0345.The vertical order pertains to the NGVD 29 superseded value.
 BM0345
 BM0345.The geoid height was determined by GEOID03.
 BM0345
 BM0345;                    North         East    Units  Estimated Accuracy
 BM0345;SPC TX C     - 3,120,930.      977,210.      MT  (+/- 180 meters Scaled)
 BM0345
 BM0345                          SUPERSEDED SURVEY CONTROL
 BM0345
 BM0345  NGVD 29 (??/??/92)  137.508  (m)          451.14   (f) ADJ UNCH    ?  
 BM0345
 BM0345.Superseded values are not recommended for survey control.
 BM0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0345.See file dsdata.txt to determine how the superseded data were derived.
 BM0345
 BM0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV495001(NAD 83)
 BM0345_MARKER: Q = CHISELED SQUARE
 BM0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0345_SP_SET: FOUNDATION
 BM0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0345
 BM0345  HISTORY     - Date     Condition        Report By
 BM0345  HISTORY     - UNK      MONUMENTED       CGS
 BM0345  HISTORY     - 1954     GOOD             NGS
 BM0345  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0345
 BM0345                          STATION DESCRIPTION
 BM0345
 BM0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0345'0.35 MI N FROM GRANGER.
 BM0345'0.35 MILE NORTH ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 BM0345'FROM THE STATION AT GRANGER, 13.5 FEET EAST OF THE EAST RAIL OF THE
 BM0345'MAIN TRACK, IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 BM0345'CONCRETE FOUNDATION OF A WATER TANK.
 BM0345
 BM0345                          STATION RECOVERY (1990)
 BM0345
 BM0345'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0354 ***********************************************************************
 BM0354  DESIGNATION -  CHISELED SQUARE
 BM0354  PID         -  BM0354
 BM0354  STATE/COUNTY-  TX/WILLIAMSON
 BM0354  USGS QUAD   -  TAYLOR (1989)
 BM0354
 BM0354                         *CURRENT SURVEY CONTROL
 BM0354  ___________________________________________________________________
 BM0354* NAD 83(1986)-  30 34 15.     (N)    097 24 06.     (W)     SCALED    
 BM0354* NAVD 88     -       177.01   (+/-2cm)     580.7    (feet)  VERTCON   
 BM0354  ___________________________________________________________________
 BM0354  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0354
 BM0354  VERT ORDER  -  ? (See Below)
 BM0354
 BM0354.The horizontal coordinates were scaled from a topographic map and have
 BM0354.an estimated accuracy of +/- 6 seconds.
 BM0354
 BM0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0354.The vertical order pertains to the NGVD 29 superseded value.
 BM0354
 BM0354.The geoid height was determined by GEOID03.
 BM0354
 BM0354;                    North         East    Units  Estimated Accuracy
 BM0354;SPC TX C     - 3,103,940.      981,180.      MT  (+/- 180 meters Scaled)
 BM0354
 BM0354                          SUPERSEDED SURVEY CONTROL
 BM0354
 BM0354  NGVD 29 (??/??/92)  176.938  (m)          580.50   (f) ADJ UNCH    ?  
 BM0354
 BM0354.Superseded values are not recommended for survey control.
 BM0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0354.See file dsdata.txt to determine how the superseded data were derived.
 BM0354
 BM0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU532831(NAD 83)
 BM0354_MARKER: Q = CHISELED SQUARE
 BM0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0354_SP_SET: ABUTMENT
 BM0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0354
 BM0354  HISTORY     - Date     Condition        Report By
 BM0354  HISTORY     - UNK      MONUMENTED       CGS
 BM0354  HISTORY     - 1938     GOOD             NGS
 BM0354  HISTORY     - 1990     GOOD             USPSQD
 BM0354  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0354
 BM0354                          STATION DESCRIPTION
 BM0354
 BM0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0354'0.4 MI N FROM TAYLOR.
 BM0354'ABOUT 0.4 MILE NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 BM0354'FROM TAYLOR, WILLIAMSON COUNTY, AT THE OVERPASS OF U. S. HIGHWAY 79,
 BM0354'AND ON THE TOP OF THE SOUTHWEST ABUTMENT.  A CHISELED SQUARE. NOTE--
 BM0354'CHISELED SQUARE IN. S. W. ABUTMENT OF R.R. OVERPASS OVER U. S. HWY.
 BM0354
 BM0354                          STATION RECOVERY (1990)
 BM0354
 BM0354'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0354'RECOVERED IN GOOD CONDITION.
 BM0354
 BM0354                          STATION RECOVERY (1999)
 BM0354
 BM0354'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0299 ***********************************************************************
 AN0299  DESIGNATION -  CHISELED SQUARE
 AN0299  PID         -  AN0299
 AN0299  STATE/COUNTY-  TX/MATAGORDA
 AN0299  USGS QUAD   -  PALACIOS NE (1995)
 AN0299
 AN0299                         *CURRENT SURVEY CONTROL
 AN0299  ___________________________________________________________________
 AN0299* NAD 83(1986)-  28 44 49.     (N)    096 01 12.     (W)     SCALED    
 AN0299* NAVD 88     -         5.83   (+/-2cm)      19.1    (feet)  VERTCON   
 AN0299  ___________________________________________________________________
 AN0299  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AN0299
 AN0299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0299
 AN0299.The horizontal coordinates were scaled from a topographic map and have
 AN0299.an estimated accuracy of +/- 6 seconds.
 AN0299
 AN0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0299.The vertical order pertains to the NGVD 29 superseded value.
 AN0299
 AN0299.The geoid height was determined by GEOID03.
 AN0299
 AN0299;                    North         East    Units  Estimated Accuracy
 AN0299;SPC TXSC     - 4,104,960.      891,020.      MT  (+/- 180 meters Scaled)
 AN0299
 AN0299                          SUPERSEDED SURVEY CONTROL
 AN0299
 AN0299  NGVD 29 (??/??/92)    5.884  (m)           19.30   (f) ADJ UNCH    2 0
 AN0299
 AN0299.Superseded values are not recommended for survey control.
 AN0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0299.See file dsdata.txt to determine how the superseded data were derived.
 AN0299
 AN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS910835(NAD 83)
 AN0299_MARKER: Q = CHISELED SQUARE
 AN0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0299_SP_SET: FOUNDATION
 AN0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0299
 AN0299  HISTORY     - Date     Condition        Report By
 AN0299  HISTORY     - UNK      MONUMENTED       CGS
 AN0299  HISTORY     - 1942     GOOD             NGS
 AN0299
 AN0299                          STATION DESCRIPTION
 AN0299
 AN0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN0299'5.2 MI E FROM CITRUS GROVE.
 AN0299'5.2 MILES EAST ALONG A DIRT ROAD FROM CITRUS GROVE, MATAGORDA COUNTY,
 AN0299'0.4 MILE NORTH OF AN IRRIGATION DITCH, 18 FEET WEST OF A FENCE CORNER,
 AN0299'AT A WELL, ON THE TOP OF THE SOUTHWEST CORNER OF THE FOUNDATION, AND
 AN0299'1.5 FEET ABOVE THE GROUND.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0342 ***********************************************************************
 BM0342  DESIGNATION -  CHISELED SQUARE
 BM0342  PID         -  BM0342
 BM0342  STATE/COUNTY-  TX/WILLIAMSON
 BM0342  USGS QUAD   -  BARTLETT (1989)
 BM0342
 BM0342                         *CURRENT SURVEY CONTROL
 BM0342  ___________________________________________________________________
 BM0342* NAD 83(1986)-  30 46 27.     (N)    097 26 07.     (W)     SCALED    
 BM0342* NAVD 88     -       175.224  (meters)     574.88   (feet)  ADJUSTED  
 BM0342  ___________________________________________________________________
 BM0342  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0342  DYNAMIC HT  -         174.990 (meters)     574.11  (feet)  COMP
 BM0342  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 BM0342
 BM0342  VERT ORDER  -  FIRST     CLASS II
 BM0342
 BM0342.The horizontal coordinates were scaled from a topographic map and have
 BM0342.an estimated accuracy of +/- 6 seconds.
 BM0342
 BM0342.The orthometric height was determined by differential leveling
 BM0342.and adjusted by the National Geodetic Survey in June 1991..
 BM0342
 BM0342.The geoid height was determined by GEOID03.
 BM0342
 BM0342.The dynamic height is computed by dividing the NAVD 88
 BM0342.geopotential number by the normal gravity value computed on the
 BM0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0342.degrees latitude (g = 980.6199 gals.).
 BM0342
 BM0342.The modeled gravity was interpolated from observed gravity values.
 BM0342
 BM0342;                    North         East    Units  Estimated Accuracy
 BM0342;SPC TX C     - 3,126,390.      977,370.      MT  (+/- 180 meters Scaled)
 BM0342
 BM0342                          SUPERSEDED SURVEY CONTROL
 BM0342
 BM0342  NGVD 29 (??/??/92)  175.147  (m)          574.63   (f) ADJ UNCH    1 2
 BM0342
 BM0342.Superseded values are not recommended for survey control.
 BM0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0342.See file dsdata.txt to determine how the superseded data were derived.
 BM0342
 BM0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV497056(NAD 83)
 BM0342_MARKER: Q = CHISELED SQUARE
 BM0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0342_SP_SET: ABUTMENT
 BM0342_MARK LOGO: CGS   
 BM0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0342
 BM0342  HISTORY     - Date     Condition        Report By
 BM0342  HISTORY     - UNK      MONUMENTED       CGS
 BM0342  HISTORY     - 1939     GOOD             NGS
 BM0342  HISTORY     - 1980     GOOD             NGS
 BM0342  HISTORY     - 1990     GOOD             USPSQD
 BM0342
 BM0342                          STATION DESCRIPTION
 BM0342
 BM0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BM0342'4.1 MI N FROM GRANGER.
 BM0342'IN WILLIAMSON COUNTY, ABOUT 1.4 MILES SOUTH ALONG THE
 BM0342'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM BARTLETT, BELL COUNTY, AT
 BM0342'BRIDGE 904.1, ON TOP OF THE WEST END OF THE NORTH ABUTMENT.  A
 BM0342'CHISELED SQUARE.  NOTE-- CHISELED SQUARE IN TOP OF W. END OF N.
 BM0342'HEADWALL OF BRIDGE NO. 904-1.
 BM0342
 BM0342                          STATION RECOVERY (1980)
 BM0342
 BM0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0342'2.5 KM (1.55 MI) SOUTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0342'FARM ROAD 487 IN BARTLETT, IN TOP OF THE WEST END OF THE NORTH
 BM0342'ABUTMENT OF MISSOURI KANSAS AND TEXAS RAILROAD BRIDGE NUMBER 904.1
 BM0342'OVER DONAHOE CREEK.
 BM0342
 BM0342                          STATION RECOVERY (1990)
 BM0342
 BM0342'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0332 ***********************************************************************
 BM0332  DESIGNATION -  CHISELED SQUARE
 BM0332  PID         -  BM0332
 BM0332  STATE/COUNTY-  TX/BELL
 BM0332  USGS QUAD   -  LITTLE RIVER (1978)
 BM0332
 BM0332                         *CURRENT SURVEY CONTROL
 BM0332  ___________________________________________________________________
 BM0332* NAD 83(1986)-  30 57 36.     (N)    097 21 08.     (W)     SCALED    
 BM0332* NAVD 88     -       166.59   (+/-2cm)     546.6    (feet)  VERTCON   
 BM0332  ___________________________________________________________________
 BM0332  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BM0332
 BM0332  VERT ORDER  -  ? (See Below)
 BM0332
 BM0332.The horizontal coordinates were scaled from a topographic map and have
 BM0332.an estimated accuracy of +/- 6 seconds.
 BM0332
 BM0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0332.The vertical order pertains to the NGVD 29 superseded value.
 BM0332
 BM0332.The geoid height was determined by GEOID03.
 BM0332
 BM0332;                    North         East    Units  Estimated Accuracy
 BM0332;SPC TX C     - 3,147,190.      984,760.      MT  (+/- 180 meters Scaled)
 BM0332
 BM0332                          SUPERSEDED SURVEY CONTROL
 BM0332
 BM0332  NGVD 29 (??/??/92)  166.514  (m)          546.30   (f) ADJ UNCH    ?  
 BM0332
 BM0332.Superseded values are not recommended for survey control.
 BM0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0332.See file dsdata.txt to determine how the superseded data were derived.
 BM0332
 BM0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV573263(NAD 83)
 BM0332_MARKER: Q = CHISELED SQUARE
 BM0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0332_SP_SET: ABUTMENT
 BM0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0332
 BM0332  HISTORY     - Date     Condition        Report By
 BM0332  HISTORY     - UNK      MONUMENTED       RBNF
 BM0332  HISTORY     - 1938     GOOD             NGS
 BM0332  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0332  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BM0332
 BM0332                          STATION DESCRIPTION
 BM0332
 BM0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0332'2.3 MI S FROM LITTLE RIVER.
 BM0332'ABOUT 2.3 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 BM0332'TEXAS FROM LITTLE RIVER, BELL COUNTY, AT BRIDGE 889.8 OVER LITTLE
 BM0332'RIVER, AND ON THE TOP OF THE NORTHEAST CORNER OF THE SOUTH ABUTMENT. A
 BM0332'CHISELED SQUARE.  NOTE-- CHISELED SQUARE ON TOP OF N. E. CORNER OF S.
 BM0332'ABUTMENT OF R. R. BRIDGE NO. 889.8 OVER LITTLE RIVER.
 BM0332
 BM0332                          STATION RECOVERY (1980)
 BM0332
 BM0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0332'SEARCHED FOR, NOT RECOVERED.
 BM0332
 BM0332                          STATION RECOVERY (2001)
 BM0332
 BM0332'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0916 ***********************************************************************
 AH0916  DESIGNATION -  CHISELED SQUARE
 AH0916  PID         -  AH0916
 AH0916  STATE/COUNTY-  TX/KLEBERG
 AH0916  USGS QUAD   -  LAURELES RANCH (1975)
 AH0916
 AH0916                         *CURRENT SURVEY CONTROL
 AH0916  ___________________________________________________________________
 AH0916* NAD 83(1986)-  27 31 45.     (N)    097 32 55.     (W)     SCALED    
 AH0916* NAVD 88     -         6.788  (meters)      22.27   (feet)  POSTED    
 AH0916  ___________________________________________________________________
 AH0916  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AH0916  DYNAMIC HT  -           6.780 (meters)      22.24  (feet)  COMP
 AH0916  MODELED GRAV-     979,113.8   (mgal)                       NAVD 88
 AH0916
 AH0916  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AH0916
 AH0916.The horizontal coordinates were scaled from a topographic map and have
 AH0916.an estimated accuracy of +/- 6 seconds.
 AH0916
 AH0916.The orthometric height was determined by differential leveling
 AH0916.and adjusted by the National Geodetic Survey in 1992..
 AH0916.No vertical observational check was made to the station.
 AH0916.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AH0916.was located on a no-check spur therefore a value was not computed.
 AH0916
 AH0916.The geoid height was determined by GEOID03.
 AH0916
 AH0916.The dynamic height is computed by dividing the NAVD 88
 AH0916.geopotential number by the normal gravity value computed on the
 AH0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0916.degrees latitude (g = 980.6199 gals.).
 AH0916
 AH0916.The modeled gravity was interpolated from observed gravity values.
 AH0916
 AH0916;                    North         East    Units  Estimated Accuracy
 AH0916;SPC TX S     - 5,206,710.      393,980.      MT  (+/- 180 meters Scaled)
 AH0916
 AH0916                          SUPERSEDED SURVEY CONTROL
 AH0916
 AH0916  NGVD 29 (??/??/92)    6.980  (m)           22.90   (f) ADJ UNCH    2 0
 AH0916
 AH0916.Superseded values are not recommended for survey control.
 AH0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0916.See file dsdata.txt to determine how the superseded data were derived.
 AH0916
 AH0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR433458(NAD 83)
 AH0916_MARKER: Q = CHISELED SQUARE
 AH0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0916_SP_SET: CULVERT
 AH0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0916
 AH0916  HISTORY     - Date     Condition        Report By
 AH0916  HISTORY     - UNK      MONUMENTED       CGS
 AH0916  HISTORY     - 1945     GOOD             NGS
 AH0916
 AH0916                          STATION DESCRIPTION
 AH0916
 AH0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AH0916'2.5 MI SW FROM LAURELES RANCH HQ.
 AH0916'TO REACH FROM THE LAURELS RANCH HEADQUARTERS BY GOING 2.4 MILES ALONG
 AH0916'THE KINGSVILLE ROAD TO ROAD LEADING TO OUTLYING LANDING FIELD 13.
 AH0916'BENCH MARK IS 0.1 MILE SOUTHWEST OF THE FORK, AND 0.15 MILE SOUTH OF
 AH0916'BENCH MARK D 636 1942, AT THE ENTRANCE OF THE LANDING FIELD, 12 FEET
 AH0916'SOUTH OF THE GATE, IN THE NORTH END OF THE WEST HEADWALL OF A CONCRETE
 AH0916'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0380 ***********************************************************************
 AH0380  DESIGNATION -  CHISELED SQUARE
 AH0380  PID         -  AH0380
 AH0380  STATE/COUNTY-  TX/NUECES
 AH0380  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0380
 AH0380                         *CURRENT SURVEY CONTROL
 AH0380  ___________________________________________________________________
 AH0380* NAD 83(1986)-  27 36 03.     (N)    097 28 28.     (W)     SCALED    
 AH0380* NAVD 88     -         8.982  (meters)      29.47   (feet)  ADJUSTED  
 AH0380  ___________________________________________________________________
 AH0380  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AH0380  DYNAMIC HT  -           8.968 (meters)      29.42  (feet)  COMP
 AH0380  MODELED GRAV-     979,118.7   (mgal)                       NAVD 88
 AH0380
 AH0380  VERT ORDER  -  SECOND    CLASS 0
 AH0380
 AH0380.The horizontal coordinates were scaled from a topographic map and have
 AH0380.an estimated accuracy of +/- 6 seconds.
 AH0380
 AH0380.The orthometric height was determined by differential leveling
 AH0380.and adjusted by the National Geodetic Survey in June 1991..
 AH0380
 AH0380.The geoid height was determined by GEOID03.
 AH0380
 AH0380.The dynamic height is computed by dividing the NAVD 88
 AH0380.geopotential number by the normal gravity value computed on the
 AH0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0380.degrees latitude (g = 980.6199 gals.).
 AH0380
 AH0380.The modeled gravity was interpolated from observed gravity values.
 AH0380
 AH0380;                    North         East    Units  Estimated Accuracy
 AH0380;SPC TX S     - 5,214,710.      401,240.      MT  (+/- 180 meters Scaled)
 AH0380
 AH0380                          SUPERSEDED SURVEY CONTROL
 AH0380
 AH0380  NGVD 29 (??/??/92)    9.133  (m)           29.96   (f) ADJ UNCH    2 0
 AH0380
 AH0380.Superseded values are not recommended for survey control.
 AH0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0380.See file dsdata.txt to determine how the superseded data were derived.
 AH0380
 AH0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR505539(NAD 83)
 AH0380_MARKER: Q = CHISELED SQUARE
 AH0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0380_SP_SET: CULVERT
 AH0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0380
 AH0380  HISTORY     - Date     Condition        Report By
 AH0380  HISTORY     - UNK      MONUMENTED       DOD
 AH0380  HISTORY     - 1949     MARK NOT FOUND   NGS
 AH0380  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0380
 AH0380                          STATION DESCRIPTION
 AH0380
 AH0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0380'1.0 MI W FROM CHAPMAN RANCH.
 AH0380'1.0 MILE WEST ALONG THE PAVED ROAD LEADING TO BISHOP FROM CHAPMAN
 AH0380'RANCH HEADQUARTERS, NUECES COUNTY, THENCE 1.0 MILE NORTH ALONG A PAVED
 AH0380'ROAD, AND THENCE 0.3 MILE WEST ALONG A SECTION-LINE ROAD.  AT THE
 AH0380'ENTRANCE TO OUTLYING FIELD 1-B, 30 FEET NORTH OF THE CENTERLINE OF THE
 AH0380'MAIN ROAD, 27 FEET EAST OF THE CENTERLINE OF AN ACCESS ROAD, AT A
 AH0380'CONCRETE CULVERT, AND ON THE CENTERLINE OF AN ACCESS ROAD, AT A
 AH0380'CONCRETE CULVERT, AND ON THE TOP OF THE SOUTH END OF THE EAST HEAD
 AH0380'WALL.  A CHISELED SQUARE.
 AH0380
 AH0380                          STATION RECOVERY (1984)
 AH0380
 AH0380'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0953 ***********************************************************************
 AH0953  DESIGNATION -  CHISELED SQUARE
 AH0953  PID         -  AH0953
 AH0953  STATE/COUNTY-  TX/NUECES
 AH0953  USGS QUAD   -  BANQUETE (1979)
 AH0953
 AH0953                         *CURRENT SURVEY CONTROL
 AH0953  ___________________________________________________________________
 AH0953* NAD 83(1986)-  27 46 47.     (N)    097 45 18.     (W)     SCALED    
 AH0953* NAVD 88     -        24.439  (meters)      80.18   (feet)  ADJUSTED  
 AH0953  ___________________________________________________________________
 AH0953  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH0953  DYNAMIC HT  -          24.402 (meters)      80.06  (feet)  COMP
 AH0953  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 AH0953
 AH0953  VERT ORDER  -  FIRST     CLASS II
 AH0953
 AH0953.The horizontal coordinates were scaled from a topographic map and have
 AH0953.an estimated accuracy of +/- 6 seconds.
 AH0953
 AH0953.The orthometric height was determined by differential leveling
 AH0953.and adjusted by the National Geodetic Survey in June 1991..
 AH0953
 AH0953.The geoid height was determined by GEOID03.
 AH0953
 AH0953.The dynamic height is computed by dividing the NAVD 88
 AH0953.geopotential number by the normal gravity value computed on the
 AH0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0953.degrees latitude (g = 980.6199 gals.).
 AH0953
 AH0953.The modeled gravity was interpolated from observed gravity values.
 AH0953
 AH0953;                    North         East    Units  Estimated Accuracy
 AH0953;SPC TX S     - 5,234,330.      373,430.      MT  (+/- 180 meters Scaled)
 AH0953
 AH0953                          SUPERSEDED SURVEY CONTROL
 AH0953
 AH0953  NGVD 29 (??/??/92)   24.565  (m)           80.59   (f) ADJ UNCH    1 2
 AH0953
 AH0953.Superseded values are not recommended for survey control.
 AH0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0953.See file dsdata.txt to determine how the superseded data were derived.
 AH0953
 AH0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR226734(NAD 83)
 AH0953_MARKER: Q = CHISELED SQUARE
 AH0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0953+STABILITY: SURFACE MOTION
 AH0953
 AH0953  HISTORY     - Date     Condition        Report By
 AH0953  HISTORY     - UNK      MONUMENTED       CGS
 AH0953  HISTORY     - 1945     GOOD             NGS
 AH0953  HISTORY     - 1951     GOOD             NGS
 AH0953
 AH0953                          STATION DESCRIPTION
 AH0953
 AH0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AH0953'4.7 MI SE FROM BANQUETE.
 AH0953'3.0 MILES EAST OF THE TEXAS MEXICAN RAILROAD STATION AT BANQUETE ALONG
 AH0953'THE RAILROAD TRACK TO RABB, 1.7 MILES SOUTH AND WEST ALONG PAVED ROAD
 AH0953'TO OUTLYING LANDING FIELD 35 FROM THE RAILROAD TRACK AT RABB, AT THE
 AH0953'ENTRANCE OF THE LANDING FIELD, 30 FEET SOUTH OF THE ENTRANCE DRIVEWAY,
 AH0953'10 FEET NORTH OF THE SOUTH END OF THE GATE, A CHISELED SQUARE IN THE
 AH0953'TOP OF A CONCRETE FEDERAL AID PROJECT MONUMENT, ABOUT FLUSH WITH THE
 AH0953'LEVEL OF THE DRIVEWAY.
 AH0953
 AH0953                          STATION RECOVERY (1951)
 AH0953
 AH0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0832 ***********************************************************************
 AH0832  DESIGNATION -  CHISELED SQUARE
 AH0832  PID         -  AH0832
 AH0832  STATE/COUNTY-  TX/NUECES
 AH0832  USGS QUAD   -  CONCORDIA (1975)
 AH0832
 AH0832                         *CURRENT SURVEY CONTROL
 AH0832  ___________________________________________________________________
 AH0832* NAD 83(1986)-  27 37 01.     (N)    097 38 06.     (W)     SCALED    
 AH0832* NAVD 88     -        11.782  (meters)      38.65   (feet)  ADJUSTED  
 AH0832  ___________________________________________________________________
 AH0832  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AH0832  DYNAMIC HT  -          11.764 (meters)      38.60  (feet)  COMP
 AH0832  MODELED GRAV-     979,112.5   (mgal)                       NAVD 88
 AH0832
 AH0832  VERT ORDER  -  SECOND    CLASS 0
 AH0832
 AH0832.The horizontal coordinates were scaled from a topographic map and have
 AH0832.an estimated accuracy of +/- 6 seconds.
 AH0832
 AH0832.The orthometric height was determined by differential leveling
 AH0832.and adjusted by the National Geodetic Survey in June 1991..
 AH0832
 AH0832.The geoid height was determined by GEOID03.
 AH0832
 AH0832.The dynamic height is computed by dividing the NAVD 88
 AH0832.geopotential number by the normal gravity value computed on the
 AH0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0832.degrees latitude (g = 980.6199 gals.).
 AH0832
 AH0832.The modeled gravity was interpolated from observed gravity values.
 AH0832
 AH0832;                    North         East    Units  Estimated Accuracy
 AH0832;SPC TX S     - 5,216,370.      385,380.      MT  (+/- 180 meters Scaled)
 AH0832
 AH0832                          SUPERSEDED SURVEY CONTROL
 AH0832
 AH0832  NGVD 29 (??/??/92)   11.92   (m)           39.1    (f) COMPUTED    2 0
 AH0832
 AH0832.Superseded values are not recommended for survey control.
 AH0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0832.See file dsdata.txt to determine how the superseded data were derived.
 AH0832
 AH0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR346555(NAD 83)
 AH0832_MARKER: Q = CHISELED SQUARE
 AH0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0832+STABILITY: SURFACE MOTION
 AH0832
 AH0832  HISTORY     - Date     Condition        Report By
 AH0832  HISTORY     - UNK      MONUMENTED       CGS
 AH0832  HISTORY     - 1951     GOOD             NGS
 AH0832
 AH0832                          STATION DESCRIPTION
 AH0832
 AH0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0832'4.5 MI SW FROM PETRONILLA.
 AH0832'4.1 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE GRADE SCHOOL AT
 AH0832'PETRONILLA, THENCE 0.4 MILE WEST ALONG AN ASPHALT ROAD, AT A GATE, 41
 AH0832'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A NORTH AND
 AH0832'SOUTH FENCE, IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.4 FEET
 AH0832'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0207 ***********************************************************************
 CT0207  DESIGNATION -  CHISELED SQUARE 1
 CT0207  PID         -  CT0207
 CT0207  STATE/COUNTY-  TX/EASTLAND
 CT0207  USGS QUAD   -  CISCO NORTH (1987)
 CT0207
 CT0207                         *CURRENT SURVEY CONTROL
 CT0207  ___________________________________________________________________
 CT0207* NAD 83(1986)-  32 23 38.     (N)    098 59 11.     (W)     SCALED    
 CT0207* NAVD 88     -       495.338  (meters)    1625.12   (feet)  ADJUSTED  
 CT0207  ___________________________________________________________________
 CT0207  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CT0207  DYNAMIC HT  -         494.698 (meters)    1623.02  (feet)  COMP
 CT0207  MODELED GRAV-     979,332.3   (mgal)                       NAVD 88
 CT0207
 CT0207  VERT ORDER  -  SECOND    CLASS 0
 CT0207
 CT0207.The horizontal coordinates were scaled from a topographic map and have
 CT0207.an estimated accuracy of +/- 6 seconds.
 CT0207
 CT0207.The orthometric height was determined by differential leveling
 CT0207.and adjusted by the National Geodetic Survey in June 1991..
 CT0207
 CT0207.The geoid height was determined by GEOID03.
 CT0207
 CT0207.The dynamic height is computed by dividing the NAVD 88
 CT0207.geopotential number by the normal gravity value computed on the
 CT0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0207.degrees latitude (g = 980.6199 gals.).
 CT0207
 CT0207.The modeled gravity was interpolated from observed gravity values.
 CT0207
 CT0207;                    North         East    Units  Estimated Accuracy
 CT0207;SPC TXNC     - 2,080,750.      554,240.      MT  (+/- 180 meters Scaled)
 CT0207
 CT0207                          SUPERSEDED SURVEY CONTROL
 CT0207
 CT0207  NGVD 29 (??/??/92)  495.20   (m)         1624.7    (f) COMPUTED    2 0
 CT0207
 CT0207.Superseded values are not recommended for survey control.
 CT0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0207.See file dsdata.txt to determine how the superseded data were derived.
 CT0207
 CT0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA012840(NAD 83)
 CT0207_MARKER: Q = CHISELED SQUARE
 CT0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0207_SP_SET: CULVERT
 CT0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0207
 CT0207  HISTORY     - Date     Condition        Report By
 CT0207  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0207  HISTORY     - 1939     GOOD             NGS
 CT0207
 CT0207                          STATION DESCRIPTION
 CT0207
 CT0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 CT0207'0.4 MI NW FROM CISCO.
 CT0207'0.4 MILE NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0207'FROM THE STATION AT CISCO, EASTLAND COUNTY, 375 FEET NORTHWEST OF
 CT0207'MILEPOST 155, AT A TWIN CYLINDRICAL CULVERT, ON THE TOP OF THE EAST
 CT0207'END OF THE SOUTH HEADWALL, 18 FEET WEST OF THE CENTERLINE OF A DIRT
 CT0207'ROAD, AND 9 FEET SOUTH OF THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0489 ***********************************************************************
 BM0489  DESIGNATION -  CHISELED SQUARE 2
 BM0489  PID         -  BM0489
 BM0489  STATE/COUNTY-  TX/WILLIAMSON
 BM0489  USGS QUAD   -  STRUCTURE (1982)
 BM0489
 BM0489                         *CURRENT SURVEY CONTROL
 BM0489  ___________________________________________________________________
 BM0489* NAD 83(1986)-  30 24 21.     (N)    097 22 19.     (W)     SCALED    
 BM0489* NAVD 88     -       179.79   (+/-2cm)     589.9    (feet)  VERTCON   
 BM0489  ___________________________________________________________________
 BM0489  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0489
 BM0489  VERT ORDER  -  ? (See Below)
 BM0489
 BM0489.The horizontal coordinates were scaled from a topographic map and have
 BM0489.an estimated accuracy of +/- 6 seconds.
 BM0489
 BM0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0489.The vertical order pertains to the NGVD 29 superseded value.
 BM0489
 BM0489.The geoid height was determined by GEOID03.
 BM0489
 BM0489;                    North         East    Units  Estimated Accuracy
 BM0489;SPC TX C     - 3,085,730.      984,510.      MT  (+/- 180 meters Scaled)
 BM0489
 BM0489                          SUPERSEDED SURVEY CONTROL
 BM0489
 BM0489  NGVD 29 (??/??/92)  179.710  (m)          589.60   (f) ADJ UNCH    ?  
 BM0489
 BM0489.Superseded values are not recommended for survey control.
 BM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0489.See file dsdata.txt to determine how the superseded data were derived.
 BM0489
 BM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU563648(NAD 83)
 BM0489_MARKER: Q = CHISELED SQUARE
 BM0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0489_SP_SET: CULVERT
 BM0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0489
 BM0489  HISTORY     - Date     Condition        Report By
 BM0489  HISTORY     - UNK      MONUMENTED       CGS
 BM0489  HISTORY     - 1938     GOOD             NGS
 BM0489  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0489
 BM0489                          STATION DESCRIPTION
 BM0489
 BM0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0489'5.2 MI N FROM ELGIN.
 BM0489'IN WILLIAMSON COUNTY, ABOUT 5.2 MILES NORTH ALONG THE
 BM0489'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM ELGIN, BASTROP COUNTY, AT
 BM0489'A CONCRETE CULVERT, ON THE TOP OF THE NORTHWEST END OF THE WEST HEAD
 BM0489'WALL, 12 FEET WEST OF THE WEST RAIL, AND ABOUT 4 FEET LOWER THAN THE
 BM0489'TOP OF THE RAIL.  AN OUTLINED CHISELED SQUARE.  NOTE-- OUTLINED
 BM0489'CHISELED SQUARE ON R.R. CULVERT 12 FT. W OF W. RAIL - 4 FT. BELOW TOP
 BM0489'OF RAIL ON N END OF W. HEADWALL.
 BM0489
 BM0489                          STATION RECOVERY (2004)
 BM0489
 BM0489'RECOVERY NOTE BY US POWER SQUADRON 2004 (AH)
 BM0489'TIMBERS HAVE BEEN PLACED OVER LOCATION OF DISC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0492 ***********************************************************************
 BM0492  DESIGNATION -  CHISELED SQUARE 3
 BM0492  PID         -  BM0492
 BM0492  STATE/COUNTY-  TX/BASTROP
 BM0492  USGS QUAD   -  STRUCTURE (1982)
 BM0492
 BM0492                         *CURRENT SURVEY CONTROL
 BM0492  ___________________________________________________________________
 BM0492* NAD 83(1986)-  30 22 48.     (N)    097 22 01.     (W)     SCALED    
 BM0492* NAVD 88     -       178.80   (+/-2cm)     586.6    (feet)  VERTCON   
 BM0492  ___________________________________________________________________
 BM0492  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BM0492
 BM0492  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0492
 BM0492.The horizontal coordinates were scaled from a topographic map and have
 BM0492.an estimated accuracy of +/- 6 seconds.
 BM0492
 BM0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0492.The vertical order pertains to the NGVD 29 superseded value.
 BM0492
 BM0492.The geoid height was determined by GEOID03.
 BM0492
 BM0492;                    North         East    Units  Estimated Accuracy
 BM0492;SPC TX C     - 3,082,880.      985,070.      MT  (+/- 180 meters Scaled)
 BM0492
 BM0492                          SUPERSEDED SURVEY CONTROL
 BM0492
 BM0492  NGVD 29 (??/??/92)  178.726  (m)          586.37   (f) ADJ UNCH    1 2
 BM0492
 BM0492.Superseded values are not recommended for survey control.
 BM0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0492.See file dsdata.txt to determine how the superseded data were derived.
 BM0492
 BM0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU569620(NAD 83)
 BM0492_MARKER: Q = CHISELED SQUARE
 BM0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0492_SP_SET: CULVERT
 BM0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0492
 BM0492  HISTORY     - Date     Condition        Report By
 BM0492  HISTORY     - UNK      MONUMENTED       CGS
 BM0492  HISTORY     - 1953     GOOD             NGS
 BM0492  HISTORY     - 20040306 GOOD             USPSQD
 BM0492
 BM0492                          STATION DESCRIPTION
 BM0492
 BM0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0492'2.35 MI N FROM ELGIN.
 BM0492'2.35 MILES NORTH ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 BM0492'TEXAS FROM THE STATION AT ELGIN, 306 FEET SOUTH OF THE CENTER OF A
 BM0492'PRIVATE ROAD CROSSING, 16.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 81
 BM0492'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 95, 47 FEET EAST OF
 BM0492'A CONCRETE CULVERT UNDER THE HIGHWAY, 5 FEET BELOW THE TOP OF THE
 BM0492'RAILS, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL
 BM0492'OF A CONCRETE CULVERT UNDER THE RAILROAD, 1 FOOT NORTHWEST OF BENCH
 BM0492'MARK Z 195.
 BM0492
 BM0492                          STATION RECOVERY (2004)
 BM0492
 BM0492'RECOVERY NOTE BY US POWER SQUADRON 2004 (AH)
 BM0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1474 ***********************************************************************
 AJ1474  DESIGNATION -  CHISELED SQUARE 464
 AJ1474  PID         -  AJ1474
 AJ1474  STATE/COUNTY-  TX/WEBB
 AJ1474  USGS QUAD   -  DOLORES RANCH (1965)
 AJ1474
 AJ1474                         *CURRENT SURVEY CONTROL
 AJ1474  ___________________________________________________________________
 AJ1474* NAD 83(1986)-  27 43 46.     (N)    099 44 29.     (W)     SCALED    
 AJ1474* NAVD 88     -       141.57   (+/-2cm)     464.5    (feet)  VERTCON   
 AJ1474  ___________________________________________________________________
 AJ1474  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AJ1474
 AJ1474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1474
 AJ1474.The horizontal coordinates were scaled from a topographic map and have
 AJ1474.an estimated accuracy of +/- 6 seconds.
 AJ1474
 AJ1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1474.The vertical order pertains to the NGVD 29 superseded value.
 AJ1474
 AJ1474.The geoid height was determined by GEOID03.
 AJ1474
 AJ1474;                    North         East    Units  Estimated Accuracy
 AJ1474;SPC TX S     - 5,229,150.      177,600.      MT  (+/- 180 meters Scaled)
 AJ1474
 AJ1474                          SUPERSEDED SURVEY CONTROL
 AJ1474
 AJ1474  NGVD 29 (??/??/92)  141.55   (m)          464.4    (f) COMPUTED    2 0
 AJ1474
 AJ1474.Superseded values are not recommended for survey control.
 AJ1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1474.See file dsdata.txt to determine how the superseded data were derived.
 AJ1474
 AJ1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR269674(NAD 83)
 AJ1474_MARKER: Q = CHISELED SQUARE
 AJ1474_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1474_SP_SET: CONCRETE BRIDGE ABUTMENT
 AJ1474_MARK LOGO: NONE  
 AJ1474_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1474
 AJ1474  HISTORY     - Date     Condition        Report By
 AJ1474  HISTORY     - 1964     MONUMENTED       USGS
 AJ1474
 AJ1474                          STATION DESCRIPTION
 AJ1474
 AJ1474'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1474'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 17.9 MILES NORTHWEST
 AJ1474'ALONG TEXAS FARM ROAD 1472, IN THE SOUTHWEST END OF THE NORTHWEST
 AJ1474'ABUTMENT OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0495 ***********************************************************************
 BM0495  DESIGNATION -  CHISELED SQUARE 5
 BM0495  PID         -  BM0495
 BM0495  STATE/COUNTY-  TX/BASTROP
 BM0495  USGS QUAD   -  ELGIN EAST (1982)
 BM0495
 BM0495                         *CURRENT SURVEY CONTROL
 BM0495  ___________________________________________________________________
 BM0495* NAD 83(1986)-  30 21 18.     (N)    097 22 19.     (W)     SCALED    
 BM0495* NAVD 88     -       178.97   (+/-2cm)     587.2    (feet)  VERTCON   
 BM0495  ___________________________________________________________________
 BM0495  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BM0495
 BM0495  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0495
 BM0495.The horizontal coordinates were scaled from a topographic map and have
 BM0495.an estimated accuracy of +/- 6 seconds.
 BM0495
 BM0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0495.The vertical order pertains to the NGVD 29 superseded value.
 BM0495
 BM0495.The geoid height was determined by GEOID03.
 BM0495
 BM0495;                    North         East    Units  Estimated Accuracy
 BM0495;SPC TX C     - 3,080,100.      984,660.      MT  (+/- 180 meters Scaled)
 BM0495
 BM0495                          SUPERSEDED SURVEY CONTROL
 BM0495
 BM0495  NGVD 29 (??/??/92)  178.897  (m)          586.93   (f) ADJ UNCH    1 2
 BM0495
 BM0495.Superseded values are not recommended for survey control.
 BM0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0495.See file dsdata.txt to determine how the superseded data were derived.
 BM0495
 BM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU564592(NAD 83)
 BM0495_MARKER: Q = CHISELED SQUARE
 BM0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0495_SP_SET: CULVERT
 BM0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0495
 BM0495  HISTORY     - Date     Condition        Report By
 BM0495  HISTORY     - UNK      MONUMENTED       CGS
 BM0495  HISTORY     - 1953     GOOD             NGS
 BM0495  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0495  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0495
 BM0495                          STATION DESCRIPTION
 BM0495
 BM0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0495'0.55 MI NW FROM ELGIN.
 BM0495'0.55 MILE NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 BM0495'TEXAS FROM THE STATION AT ELGIN, 1 3/4 POLES SOUTHEAST OF MILEPOST
 BM0495'100, 8 RAILS NORTHWEST OF THE CROSSING OF EAST 8TH STREET, 11.4 FEET
 BM0495'SOUTHWEST OF THE SOUTHWEST RAIL, IN THE TOP OF THE NORTHWEST END OF
 BM0495'THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
 BM0495
 BM0495                          STATION RECOVERY (1999)
 BM0495
 BM0495'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0495'MARK NOT FOUND.
 BM0495
 BM0495                          STATION RECOVERY (2004)
 BM0495
 BM0495'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 BM0495'THE END OF HEADWALL IS BROKEN OFF AND THE CHISELED SQUARE WAS NOT
 BM0495'FOUND, HOWEVER, A DISC WHICH HAD ALSO BEEN PLACED NEAR THE END OF THE
 BM0495'HEADWALL IS STILL IN PLACE.  THE DISC HAS BEEN DEFACED BUT IT IS MOST
 BM0495'LIKELY Y195.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1471 ***********************************************************************
 AJ1471  DESIGNATION -  CHISELED SQUARE 555
 AJ1471  PID         -  AJ1471
 AJ1471  STATE/COUNTY-  TX/WEBB
 AJ1471  USGS QUAD   -  DOLORES RANCH (1965)
 AJ1471
 AJ1471                         *CURRENT SURVEY CONTROL
 AJ1471  ___________________________________________________________________
 AJ1471* NAD 83(1986)-  27 42 35.     (N)    099 43 41.     (W)     SCALED    
 AJ1471* NAVD 88     -       169.19   (+/-2cm)     555.1    (feet)  VERTCON   
 AJ1471  ___________________________________________________________________
 AJ1471  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AJ1471
 AJ1471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1471
 AJ1471.The horizontal coordinates were scaled from a topographic map and have
 AJ1471.an estimated accuracy of +/- 6 seconds.
 AJ1471
 AJ1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1471.The vertical order pertains to the NGVD 29 superseded value.
 AJ1471
 AJ1471.The geoid height was determined by GEOID03.
 AJ1471
 AJ1471;                    North         East    Units  Estimated Accuracy
 AJ1471;SPC TX S     - 5,226,950.      178,890.      MT  (+/- 180 meters Scaled)
 AJ1471
 AJ1471                          SUPERSEDED SURVEY CONTROL
 AJ1471
 AJ1471  NGVD 29 (??/??/92)  169.17   (m)          555.0    (f) COMPUTED    2 0
 AJ1471
 AJ1471.Superseded values are not recommended for survey control.
 AJ1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1471.See file dsdata.txt to determine how the superseded data were derived.
 AJ1471
 AJ1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR282652(NAD 83)
 AJ1471_MARKER: Q = CHISELED SQUARE
 AJ1471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ1471_SP_SET: CATTLEGUARD
 AJ1471_MARK LOGO: NONE  
 AJ1471_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1471
 AJ1471  HISTORY     - Date     Condition        Report By
 AJ1471  HISTORY     - 1964     MONUMENTED       USGS
 AJ1471
 AJ1471                          STATION DESCRIPTION
 AJ1471
 AJ1471'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AJ1471'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 16.25 MILES NORTHWEST
 AJ1471'ALONG TEXAS FARM ROAD 1472 TO A DIRT CROSSROAD, 46 FEET SOUTHWEST OF
 AJ1471'THE CENTERLINE OF THE ROAD, 28 FEET NORTHWEST OF THE CENTERLINE OF
 AJ1471'THE DIRT ROAD, 4.6 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE, IN THE
 AJ1471'NORTHEAST CORNER OF AN ABANDONED CONCRETE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1184 ***********************************************************************
 BZ1184  DESIGNATION -  CHISELED SQUARE 59 A
 BZ1184  PID         -  BZ1184
 BZ1184  STATE/COUNTY-  TX/BELL
 BZ1184  USGS QUAD   -  TEMPLE (1993)
 BZ1184
 BZ1184                         *CURRENT SURVEY CONTROL
 BZ1184  ___________________________________________________________________
 BZ1184* NAD 83(1986)-  31 04 04.     (N)    097 20 44.     (W)     SCALED    
 BZ1184* NAVD 88     -       202.940  (meters)     665.81   (feet)  ADJUSTED  
 BZ1184  ___________________________________________________________________
 BZ1184  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BZ1184  DYNAMIC HT  -         202.673 (meters)     664.94  (feet)  COMP
 BZ1184  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 BZ1184
 BZ1184  VERT ORDER  -  FIRST     CLASS II
 BZ1184
 BZ1184.The horizontal coordinates were scaled from a topographic map and have
 BZ1184.an estimated accuracy of +/- 6 seconds.
 BZ1184
 BZ1184.The orthometric height was determined by differential leveling
 BZ1184.and adjusted by the National Geodetic Survey in June 1991..
 BZ1184
 BZ1184.The geoid height was determined by GEOID03.
 BZ1184
 BZ1184.The dynamic height is computed by dividing the NAVD 88
 BZ1184.geopotential number by the normal gravity value computed on the
 BZ1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1184.degrees latitude (g = 980.6199 gals.).
 BZ1184
 BZ1184.The modeled gravity was interpolated from observed gravity values.
 BZ1184
 BZ1184;                    North         East    Units  Estimated Accuracy
 BZ1184;SPC TX C     - 3,159,150.      985,080.      MT  (+/- 180 meters Scaled)
 BZ1184
 BZ1184                          SUPERSEDED SURVEY CONTROL
 BZ1184
 BZ1184.No superseded survey control is available for this station.
 BZ1184
 BZ1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV578382(NAD 83)
 BZ1184_MARKER: Q = CHISELED SQUARE
 BZ1184_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BZ1184_SP_SET: CONCRETE ABUTMENT
 BZ1184_MARK LOGO: NONE  
 BZ1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1184+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1184
 BZ1184  HISTORY     - Date     Condition        Report By
 BZ1184  HISTORY     - UNK      MONUMENTED       RBNF
 BZ1184  HISTORY     - 1980     GOOD             NGS
 BZ1184  HISTORY     - 19910403 GOOD             USPSQD
 BZ1184  HISTORY     - 20031011 GOOD             USPSQD
 BZ1184  HISTORY     - 20050726 GOOD             USPSQD
 BZ1184
 BZ1184                          STATION DESCRIPTION
 BZ1184
 BZ1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1184'3.8 KM (2.35 MI) SOUTH FROM TEMPLE.
 BZ1184'3.3 KM (2.05 MI) SOUTH ALONG STATE HIGHWAY SPUR 290 FROM THE JUNCTION
 BZ1184'OF STATE HIGHWAY 53 IN TEMPLE, THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG
 BZ1184'U.S. HIGHWAY 190, A CHISELED SQUARE IN THE EAST END OF THE SOUTH
 BZ1184'CONCRETE ABUTMENT OF MISSOURI KANSAS AND TEXAS RAILROAD BRIDGE NUMBER
 BZ1184'882.0 OVER THE WESTBOUND LANES OF THE HIGHWAY, 17.7 METERS (58.0 FT)
 BZ1184'SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 BZ1184'14.8 METERS (48.5 FT) NORTH-NORTHWEST OF A TELEPHONE POLE, 2.6 METERS
 BZ1184'(8.5 FT) EAST OF THE EAST RAIL, 5.0 CM (2 INCHES) NORTH OF THE SOUTH
 BZ1184'EDGE OF THE ABUTMENT.  NOTE-THIS CHISELED SQUARE WAS RECOVERED AND
 BZ1184'LEVELED AS THE SQUARE DESCRIBED ON PAGE ONE OF VERTICAL CONTROL DATA,
 BZ1184'TEXAS LINE 253, JANUARY 1964.  IT WAS LATER DISCOVERED THAT THE WRONG
 BZ1184'SQUARE HAD BEEN RECOVERED AND THE CHISELED SQUARE WITH ARCHIVE NUMBER
 BZ1184'BZ0799 WHICH WAS NOT RECOVERED IS THE SQUARE DESCRIBED IN LINE 253
 BZ1184'TEXAS.
 BZ1184'THE MARK IS 0.2 M BELOW THE TRACKS.
 BZ1184
 BZ1184                          STATION RECOVERY (1991)
 BZ1184
 BZ1184'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1184'RECOVERED IN GOOD CONDITION.
 BZ1184
 BZ1184                          STATION RECOVERY (2003)
 BZ1184
 BZ1184'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1184'RECOVERED IN GOOD CONDITION.
 BZ1184
 BZ1184                          STATION RECOVERY (2005)
 BZ1184
 BZ1184'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1184'DESCRIPTION IS GOOD. ORANGE PAINT AROUN D THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8516 ***********************************************************************
 AC8516  DESIGNATION -  CHISELED SQUARE GAUGE
 AC8516  PID         -  AC8516
 AC8516  STATE/COUNTY-  TX/NUECES
 AC8516  USGS QUAD   -  PORT ARANSAS (1975)
 AC8516
 AC8516                         *CURRENT SURVEY CONTROL
 AC8516  ___________________________________________________________________
 AC8516* NAD 83(1986)-  27 50 16.     (N)    097 03 01.     (W)     SCALED    
 AC8516* NAVD 88     -         1.085  (meters)       3.56   (feet)  ADJUSTED  
 AC8516  ___________________________________________________________________
 AC8516  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AC8516  DYNAMIC HT  -           1.083 (meters)       3.55  (feet)  COMP
 AC8516  MODELED GRAV-     979,147.7   (mgal)                       NAVD 88
 AC8516
 AC8516  VERT ORDER  -  FIRST     CLASS II
 AC8516
 AC8516.The horizontal coordinates were scaled from a topographic map and have
 AC8516.an estimated accuracy of +/- 6 seconds.
 AC8516
 AC8516.The orthometric height was determined by differential leveling
 AC8516.and adjusted by the National Geodetic Survey in December 1997..
 AC8516
 AC8516.The geoid height was determined by GEOID03.
 AC8516
 AC8516.The dynamic height is computed by dividing the NAVD 88
 AC8516.geopotential number by the normal gravity value computed on the
 AC8516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8516.degrees latitude (g = 980.6199 gals.).
 AC8516
 AC8516.The modeled gravity was interpolated from observed gravity values.
 AC8516
 AC8516;                    North         East    Units  Estimated Accuracy
 AC8516;SPC TX S     - 5,241,370.      442,810.      MT  (+/- 180 meters Scaled)
 AC8516
 AC8516                          SUPERSEDED SURVEY CONTROL
 AC8516
 AC8516.No superseded survey control is available for this station.
 AC8516
 AC8516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR920807(NAD 83)
 AC8516_MARKER: Q = CHISELED SQUARE
 AC8516_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8516_SP_SET: PIER
 AC8516_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8516+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1997
 AC8516
 AC8516  HISTORY     - Date     Condition        Report By
 AC8516  HISTORY     - UNK      MONUMENTED
 AC8516  HISTORY     - 19970329 GOOD             NGS
 AC8516
 AC8516                          STATION DESCRIPTION
 AC8516
 AC8516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8516'IN PORT ARANSAS, AT 750 CHANNELVIEW DRIVE, A CHISELED SQUARE IN THE
 AC8516'EAST CORNER OF THE MOST EASTERLY OF 4 CONCRETE PILINGS SUPPORTING A
 AC8516'DECK, 155.0 M (508.5 FT) SOUTHWEST OF THE EAST END OF A PARKING LOT,
 AC8516'7.2 M (23.6 FT) NORTHEAST OF THE MOST SOUTHWESTERLY OF 2 GAUGING
 AC8516'STATIONS, 6.0 M (19.7 FT) SOUTHEAST OF THE NORTHWEST PILING, 3.1 M
 AC8516'(10.2 FT) NORTHWEST OF THE SOUTHEAST PILEING, 2.8 M (9.2 FT) WEST OF
 AC8516'THE NORTHEAST GAUGING STATION, AND 0.4 M (1.3 FT) SOUTHEAST OF THE
 AC8516'SOUTHEAST EDGE OF THE DECK.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 AC8516'BY THE UNIVERSITY OF TEXAS MARINE SCIENCE INSTITUTE, 750 CHANNELVIEW
 AC8516'DRIVE, PORT ARANSAS, TX 78373.  TO GAIN ACCESS TO THE MARK, CONTACT
 AC8516'TONY AMOS, AT THE ABOVE ADDRESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0195 ***********************************************************************
 CT0195  DESIGNATION -  CHISELED SQUARE MKTRR
 CT0195  PID         -  CT0195
 CT0195  STATE/COUNTY-  TX/EASTLAND
 CT0195  USGS QUAD   -  CISCO NORTH (1987)
 CT0195
 CT0195                         *CURRENT SURVEY CONTROL
 CT0195  ___________________________________________________________________
 CT0195* NAD 83(1986)-  32 23 32.     (N)    098 58 50.     (W)     SCALED    
 CT0195* NAVD 88     -       494.746  (meters)    1623.18   (feet)  ADJUSTED  
 CT0195  ___________________________________________________________________
 CT0195  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CT0195  DYNAMIC HT  -         494.107 (meters)    1621.08  (feet)  COMP
 CT0195  MODELED GRAV-     979,332.4   (mgal)                       NAVD 88
 CT0195
 CT0195  VERT ORDER  -  FIRST     CLASS II
 CT0195
 CT0195.The horizontal coordinates were scaled from a topographic map and have
 CT0195.an estimated accuracy of +/- 6 seconds.
 CT0195
 CT0195.The orthometric height was determined by differential leveling
 CT0195.and adjusted by the National Geodetic Survey in June 1991..
 CT0195
 CT0195.The geoid height was determined by GEOID03.
 CT0195
 CT0195.The dynamic height is computed by dividing the NAVD 88
 CT0195.geopotential number by the normal gravity value computed on the
 CT0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0195.degrees latitude (g = 980.6199 gals.).
 CT0195
 CT0195.The modeled gravity was interpolated from observed gravity values.
 CT0195
 CT0195;                    North         East    Units  Estimated Accuracy
 CT0195;SPC TXNC     - 2,080,560.      554,790.      MT  (+/- 180 meters Scaled)
 CT0195
 CT0195                          SUPERSEDED SURVEY CONTROL
 CT0195
 CT0195  NGVD 29 (??/??/92)  494.60   (m)         1622.7    (f) COMPUTED    1 2
 CT0195
 CT0195.Superseded values are not recommended for survey control.
 CT0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0195.See file dsdata.txt to determine how the superseded data were derived.
 CT0195
 CT0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA018839(NAD 83)
 CT0195_MARKER: Q = CHISELED SQUARE
 CT0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0195_SP_SET: FOUNDATION
 CT0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0195
 CT0195  HISTORY     - Date     Condition        Report By
 CT0195  HISTORY     - UNK      MONUMENTED       MKTRR
 CT0195  HISTORY     - 1955     GOOD             NGS
 CT0195  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0195
 CT0195                          STATION DESCRIPTION
 CT0195
 CT0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CT0195'IN CISCO.
 CT0195'AT CISCO, 189 FEET WEST OF THE CENTER OF THE CROSSING OF THE MISSOURI,
 CT0195'KANSAS AND TEXAS RAILROAD OF TEXAS AND THE TEXAS AND PACIFIC RAILROAD,
 CT0195'126.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE TEXAS AND PACIFIC
 CT0195'RAILROAD STATION, 49.6 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK
 CT0195'OF THE TEXAS AND PACIFIC RAILROAD, ON THE TOP OF THE CONCRETE
 CT0195'FOUNDATION OF THE CENTER PIER OF AN OLD WATER TANK WHICH HAS BEEN
 CT0195'REMOVED, ON THE NORTHEAST CORNER OF THE FOUNDATION.
 CT0195
 CT0195                          STATION RECOVERY (1983)
 CT0195
 CT0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1147 ***********************************************************************
 CS1147  DESIGNATION -  CHISELED SQUARE W/P
 CS1147  PID         -  CS1147
 CS1147  STATE/COUNTY-  TX/DALLAS
 CS1147  USGS QUAD   -  DUNCANVILLE (1981)
 CS1147
 CS1147                         *CURRENT SURVEY CONTROL
 CS1147  ___________________________________________________________________
 CS1147* NAD 83(1986)-  32 44 02.     (N)    096 58 11.     (W)     SCALED    
 CS1147* NAVD 88     -       141.247  (meters)     463.41   (feet)  ADJUSTED  
 CS1147  ___________________________________________________________________
 CS1147  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CS1147  DYNAMIC HT  -         141.084 (meters)     462.87  (feet)  COMP
 CS1147  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 CS1147
 CS1147  VERT ORDER  -  SECOND    CLASS 0
 CS1147
 CS1147.The horizontal coordinates were scaled from a topographic map and have
 CS1147.an estimated accuracy of +/- 6 seconds.
 CS1147
 CS1147.The orthometric height was determined by differential leveling
 CS1147.and adjusted by the National Geodetic Survey in June 1991..
 CS1147
 CS1147.The geoid height was determined by GEOID03.
 CS1147
 CS1147.The dynamic height is computed by dividing the NAVD 88
 CS1147.geopotential number by the normal gravity value computed on the
 CS1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1147.degrees latitude (g = 980.6199 gals.).
 CS1147
 CS1147.The modeled gravity was interpolated from observed gravity values.
 CS1147
 CS1147;                    North         East    Units  Estimated Accuracy
 CS1147;SPC TXNC     - 2,119,390.      743,420.      MT  (+/- 180 meters Scaled)
 CS1147
 CS1147                          SUPERSEDED SURVEY CONTROL
 CS1147
 CS1147  NGVD 29 (??/??/92)  141.30   (m)          463.6    (f) COMPUTED    2 0
 CS1147
 CS1147.Superseded values are not recommended for survey control.
 CS1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1147.See file dsdata.txt to determine how the superseded data were derived.
 CS1147
 CS1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB902236(NAD 83)
 CS1147_MARKER: Q = CHISELED SQUARE
 CS1147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1147_SP_SET: CONCRETE DRAINAGE
 CS1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1147
 CS1147  HISTORY     - Date     Condition        Report By
 CS1147  HISTORY     - UNK      MONUMENTED       CGS
 CS1147  HISTORY     - 1966     GOOD             NGS
 CS1147
 CS1147                          STATION DESCRIPTION
 CS1147
 CS1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1147'2.5 MI ESE FROM GRAND PRAIRIE.
 CS1147'FROM THE CITY HALL IN GRAND PRAIRIE GO EAST FOR 1 BLOCK TO NW 2ND
 CS1147'STREET, THENCE SOUTH FOR 1 BLOCK TO JEFFERSON BOULEVARD, THENCE EAST
 CS1147'FOR 2.35 MILES TO THE MOST WESTERLY GATE (NOT NORMALLY USED FOR AN
 CS1147'ENTRANCE) OF DALLAS, NAVAL AIR STATION, THENCE SOUTH FOR 0.25 MILE TO
 CS1147'TAXIWAY SOUTH OF THE CONTROL TOWER, THENCE WEST FOR 0.3 MILE TO WEST
 CS1147'EDGE OF INTERSECTION OF RUNWAYS, THENCE SOUTH FOR 0.4 MILE TO THE
 CS1147'MARK.  MARK IS ABOUT MIDWAY BETWEEN WEST EDGE OF MAIN RUNWAY AND EAST
 CS1147'EDGE OF WEST TAXIWAY, ABOUT EQUAL DISTANCE BETWEEN NORTH AND SOUTH
 CS1147'ENDS OF MAIN RUNWAY, 70 FEET NORTH OF AN EAST-WEST PAVED ROAD BETWEEN
 CS1147'TAXIWAY AND RUNWAY AND ON EAST END OF A 4 BY 8-FOOT CONCRETE DRAINAGE.
 CS1147'MARK IS A CHISELED SQUARE WITH AN AREA AROUND IT PAINTED ORANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1341 ***********************************************************************
 FL1341  DESIGNATION -  CHISELED SQUARE=3411.2 US
 FL1341  PID         -  FL1341
 FL1341  STATE/COUNTY-  TX/POTTER
 FL1341  USGS QUAD   -  MARSH (1953)
 FL1341
 FL1341                         *CURRENT SURVEY CONTROL
 FL1341  ___________________________________________________________________
 FL1341* NAD 83(1986)-  35 32 03.     (N)    101 55 37.     (W)     SCALED    
 FL1341* NAVD 88     -      1040.279  (meters)    3412.98   (feet)  ADJUSTED  
 FL1341  ___________________________________________________________________
 FL1341  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1341  DYNAMIC HT  -        1039.062 (meters)    3408.99  (feet)  COMP
 FL1341  MODELED GRAV-     979,428.0   (mgal)                       NAVD 88
 FL1341
 FL1341  VERT ORDER  -  SECOND    CLASS 0
 FL1341
 FL1341.The horizontal coordinates were scaled from a topographic map and have
 FL1341.an estimated accuracy of +/- 6 seconds.
 FL1341
 FL1341.The orthometric height was determined by differential leveling
 FL1341.and adjusted by the National Geodetic Survey in June 1991..
 FL1341
 FL1341.The geoid height was determined by GEOID03.
 FL1341
 FL1341.The dynamic height is computed by dividing the NAVD 88
 FL1341.geopotential number by the normal gravity value computed on the
 FL1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1341.degrees latitude (g = 980.6199 gals.).
 FL1341
 FL1341.The modeled gravity was interpolated from observed gravity values.
 FL1341
 FL1341;                    North         East    Units  Estimated Accuracy
 FL1341;SPC TX N     - 1,170,280.      161,280.      MT  (+/- 180 meters Scaled)
 FL1341
 FL1341                          SUPERSEDED SURVEY CONTROL
 FL1341
 FL1341  NGVD 29 (??/??/92) 1039.755  (m)         3411.26   (f) ADJ UNCH    2 0
 FL1341
 FL1341.Superseded values are not recommended for survey control.
 FL1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1341.See file dsdata.txt to determine how the superseded data were derived.
 FL1341
 FL1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE346362(NAD 83)
 FL1341_MARKER: Q = CHISELED SQUARE
 FL1341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1341_SP_SET: PIER
 FL1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1341
 FL1341  HISTORY     - Date     Condition        Report By
 FL1341  HISTORY     - UNK      MONUMENTED       USGS
 FL1341  HISTORY     - 1934     GOOD             NGS
 FL1341
 FL1341                          STATION DESCRIPTION
 FL1341
 FL1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1341'25.6 MI SE FROM DUMAS.
 FL1341'25.6 MILES SE OF AND ALONG THE S.F.R.R. AT RAILROAD VIADUCT 26C.  ON
 FL1341'CONCRETE PIER S END OF BRIDGE.  9 FT. E OF CENTER OF TRACK.  4 FT.
 FL1341'BELOW LEVEL OF TRACK, ON NE CORNER OF PIER.  PAINTED 3411.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1143 ***********************************************************************
 CS1143  DESIGNATION -  CHISLED SQUARE
 CS1143  PID         -  CS1143
 CS1143  STATE/COUNTY-  TX/DALLAS
 CS1143  USGS QUAD   -  DUNCANVILLE (1981)
 CS1143
 CS1143                         *CURRENT SURVEY CONTROL
 CS1143  ___________________________________________________________________
 CS1143* NAD 83(1986)-  32 44 31.     (N)    096 58 05.     (W)     SCALED    
 CS1143* NAVD 88     -       145.26   (+/-2cm)     476.6    (feet)  VERTCON   
 CS1143  ___________________________________________________________________
 CS1143  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CS1143
 CS1143  VERT ORDER  -  FIRST     CLASS II (See Below)
 CS1143
 CS1143.The horizontal coordinates were scaled from a topographic map and have
 CS1143.an estimated accuracy of +/- 6 seconds.
 CS1143
 CS1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1143.The vertical order pertains to the NGVD 29 superseded value.
 CS1143
 CS1143.The geoid height was determined by GEOID03.
 CS1143
 CS1143;                    North         East    Units  Estimated Accuracy
 CS1143;SPC TXNC     - 2,120,280.      743,560.      MT  (+/- 180 meters Scaled)
 CS1143
 CS1143                          SUPERSEDED SURVEY CONTROL
 CS1143
 CS1143  NGVD 29 (??/??/92)  145.293  (m)          476.68   (f) ADJ UNCH    1 2
 CS1143
 CS1143.Superseded values are not recommended for survey control.
 CS1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1143.See file dsdata.txt to determine how the superseded data were derived.
 CS1143
 CS1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB903245(NAD 83)
 CS1143_MARKER: Q = CHISELED SQUARE
 CS1143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1143_SP_SET: CONCRETE
 CS1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1143
 CS1143  HISTORY     - Date     Condition        Report By
 CS1143  HISTORY     - UNK      MONUMENTED       CGS
 CS1143  HISTORY     - 1945     GOOD             NGS
 CS1143  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 CS1143
 CS1143                          STATION DESCRIPTION
 CS1143
 CS1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CS1143'2.2 MI E FROM GRAND PRAIRIE.
 CS1143'FROM THE TEXAS AND PACIFIC RAILROAD IN GRAND PRAIRIE GO EAST ALONG THE
 CS1143'RAILROAD TO HENSLEY FIELD.  MARK IS LOCATED AT THE INTERSECTION OF
 CS1143'TAXIWAY NO. 2 AND NO. 8, 10 FEET NORTH OF THE NORTH EDGE OF TAXIWAY
 CS1143'NO.8, 10 FEET SOUTHEAST OF TAXIEWAY NO. 2, 400 FEET SOUTHWEST OF THE
 CS1143'WOODEN CONTROL TOWER.  A SQUARE IN THE CONCRETE.
 CS1143
 CS1143                          STATION RECOVERY (2003)
 CS1143
 CS1143'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0431 ***********************************************************************
 BA0431  DESIGNATION -  CHISOS
 BA0431  PID         -  BA0431
 BA0431  STATE/COUNTY-  TX/BREWSTER
 BA0431  USGS QUAD   -  EMORY PEAK (1971)
 BA0431
 BA0431                         *CURRENT SURVEY CONTROL
 BA0431  ___________________________________________________________________
 BA0431* NAD 83(1993)-  29 14 45.71651(N)    103 18 19.13527(W)     ADJUSTED  
 BA0431* NAVD 88     -      2381.     (meters)    7812.     (feet)  SCALED    
 BA0431  ___________________________________________________________________
 BA0431  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 BA0431  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BA0431
 BA0431  HORZ ORDER  -  FIRST
 BA0431
 BA0431.The horizontal coordinates were established by classical geodetic methods
 BA0431.and adjusted by the National Geodetic Survey in February 1996..
 BA0431
 BA0431.The orthometric height was scaled from a topographic map.
 BA0431
 BA0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0431
 BA0431.The geoid height was determined by GEOID03.
 BA0431
 BA0431;                    North         East     Units Scale Factor Converg.
 BA0431;SPC TXSC     - 4,164,265.759   181,643.280   MT  0.99986444   -2 06 33.2
 BA0431;SPC TXSC     -13,662,261.91    595,941.33   sFT  0.99986444   -2 06 33.2
 BA0431;UTM  13      - 3,236,434.492   664,682.419   MT  0.99993466   +0 49 41.3
 BA0431
 BA0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0431!SPC TXSC     -   0.99962956  x   0.99986444  =   0.99949405
 BA0431!UTM  13      -   0.99962956  x   0.99993466  =   0.99956424
 BA0431
 BA0431:                Primary Azimuth Mark                     Grid Az
 BA0431:SPC TXSC     -  GRAPEVINE                                030 29 53.6
 BA0431:UTM  13      -  GRAPEVINE                                027 33 39.1
 BA0431
 BA0431|---------------------------------------------------------------------|
 BA0431| PID    Reference Object                     Distance      Geod. Az  |
 BA0431|                                                           dddmmss.s |
 BA0431| BA0428 GRAPEVINE                           APPROX.20.0 KM 0282320.4 |
 BA0431| CH8600 CHISOS RM 2                                        14812     |
 BA0431| CH8599 CHISOS RM 1                                        32656     |
 BA0431|---------------------------------------------------------------------|
 BA0431
 BA0431                          SUPERSEDED SURVEY CONTROL
 BA0431
 BA0431  NAD 83(1986)-  29 14 45.71318(N)    103 18 19.13515(W) AD(       ) 1
 BA0431  NAD 27      -  29 14 44.99100(N)    103 18 17.50200(W) AD(       ) 1
 BA0431
 BA0431.Superseded values are not recommended for survey control.
 BA0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0431.See file dsdata.txt to determine how the superseded data were derived.
 BA0431
 BA0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN6468236434(NAD 83)
 BA0431_MARKER: DS = TRIANGULATION STATION DISK
 BA0431_SETTING: 66 = SET IN ROCK OUTCROP
 BA0431
 BA0431  HISTORY     - Date     Condition        Report By
 BA0431  HISTORY     - 1934     MONUMENTED       USGS
 BA0431
 BA0431                          STATION DESCRIPTION
 BA0431
 BA0431'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 BA0431'ABOUT 20 MILES EAST OF TERLINGUA, ABOUT 14 MILES NORTH OF THE
 BA0431'RIO GRANDE RIVER AND ON THE SUMMIT OF EMORY PEAK WHICH IS THE
 BA0431'HIGHEST PEAK IN THE CHISOS MOUNTAIN RANGE AND ONE OF THE MOST
 BA0431'PROMINENT PEAKS IN TEXAS.  THE PEAK IS SHARP, ONLY A FEW FEET IN
 BA0431'DIAMETER AT THE TOP, AND IS DISINTEGRATING.  SURFACE MARK IS AN
 BA0431'U.S. GEOLOGICAL SURVEY STANDARD DISK CEMENTED INTO OUTCROPPING
 BA0431'BEDROCK.
 BA0431'
 BA0431'TO REACH FROM THE WILSON BLUE CREEK RANCH AT THE FOOT OF THE
 BA0431'MOUNTAIN, FOLLOW A DIM ROAD EAST 3.9 MILES UP BLUE CREEK TO A
 BA0431'WELL AND CAMPING SPOT.  A GOOD HORSE TRAIL LEADS NORTHEAST
 BA0431'UP THE MOUNTAIN TO THE SADDLE, LEAVE TRAIL HERE AND WORK NORTH
 BA0431'TO THE SUMMIT, ABOUT A 3-HOUR PACK.
 BA0431'
 BA0431'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 BA0431'BEDROCK.
 BA0431'
 BA0431'REFERENCE MARK NO. 1 IS NORTHWEST OF STATION ON THE SAME
 BA0431'PEAK ABOUT 5 FEET LOWER IN ELEVATION.
 BA0431'
 BA0431'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION ON THE SECOND
 BA0431'POINT SOUTH OF THE NORTH END OF THE FIRST CLIFF TO THE EAST
 BA0431'OF THE STATION.  THIS MARK COULD NOT BE MEASURED BECAUSE OF THE
 BA0431'INTERVENING CHASM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0457 ***********************************************************************
 BQ0457  DESIGNATION -  CHISPA
 BQ0457  PID         -  BQ0457
 BQ0457  STATE/COUNTY-  TX/CULBERSON
 BQ0457  USGS QUAD   -  CHISPA MOUNTAIN (1972)
 BQ0457
 BQ0457                         *CURRENT SURVEY CONTROL
 BQ0457  ___________________________________________________________________
 BQ0457* NAD 83(1993)-  30 48 10.17401(N)    104 42 35.49491(W)     ADJUSTED  
 BQ0457* NAVD 88     -      1585.6    (meters)    5202.     (feet)  VERTCON   
 BQ0457  ___________________________________________________________________
 BQ0457  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 BQ0457  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BQ0457
 BQ0457  HORZ ORDER  -  FIRST
 BQ0457
 BQ0457.The horizontal coordinates were established by classical geodetic methods
 BQ0457.and adjusted by the National Geodetic Survey in February 1996..
 BQ0457
 BQ0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0457
 BQ0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0457
 BQ0457.The geoid height was determined by GEOID03.
 BQ0457
 BQ0457;                    North         East     Units Scale Factor Converg.
 BQ0457;SPC TX C     - 3,134,185.952   281,320.594   MT  0.99988771   -2 15 15.0
 BQ0457;SPC TX C     -10,282,741.74    922,965.98   sFT  0.99988771   -2 15 15.0
 BQ0457;UTM  13      - 3,407,786.436   527,755.436   MT  0.99960950   +0 08 54.9
 BQ0457
 BQ0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0457!SPC TX C     -   0.99975465  x   0.99988771  =   0.99964239
 BQ0457!UTM  13      -   0.99975465  x   0.99960950  =   0.99936424
 BQ0457
 BQ0457|---------------------------------------------------------------------|
 BQ0457| PID    Reference Object                     Distance      Geod. Az  |
 BQ0457|                                                           dddmmss.s |
 BQ0457| CH8602 CHISPA RM                             5.510 METERS 15651     |
 BQ0457| BQ0462 CHIMNEY SHAPED PEAK                 APPROX.12.9 KM 2110817.9 |
 BQ0457| CH8601 CHISPA AZ MK                                       2635418.2 |
 BQ0457|---------------------------------------------------------------------|
 BQ0457
 BQ0457                          SUPERSEDED SURVEY CONTROL
 BQ0457
 BQ0457  NAD 83(1986)-  30 48 10.17567(N)    104 42 35.49371(W) AD(       ) 1
 BQ0457  NAD 27      -  30 48 09.67100(N)    104 42 33.74300(W) AD(       ) 1
 BQ0457  NGVD 29 (07/19/86) 1585.0    (m)         5200.     (f) VERT ANG       
 BQ0457
 BQ0457.Superseded values are not recommended for survey control.
 BQ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0457.See file dsdata.txt to determine how the superseded data were derived.
 BQ0457
 BQ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ2775507786(NAD 83)
 BQ0457_MARKER: DB = BENCH MARK DISK
 BQ0457_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0457_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BQ0457
 BQ0457  HISTORY     - Date     Condition        Report By
 BQ0457  HISTORY     - 1909     MONUMENTED       CGS
 BQ0457  HISTORY     - 1934     GOOD             CGS
 BQ0457  HISTORY     - 1962     GOOD             MOBIL
 BQ0457  HISTORY     - 1980     GOOD             LOCENG
 BQ0457
 BQ0457                          STATION DESCRIPTION
 BQ0457
 BQ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BQ0457'ABOUT 18 MILES SOUTH-SOUTHWEST OF VAN HORN, 4-1/4 MILES NORTH
 BQ0457'BY WEST OF CHISPA, A STATION ON THE SOUTHERN PACIFIC RAILWAY,
 BQ0457'ON CHISPA MOUNTAIN, HIGHEST PEAK OF MOUNTAIN GROUP, JUST SOUTH
 BQ0457'OF WYLIE RANGE AND EAST OF VAN HORN RANGE, AND 2 MILES NORTHEAST
 BQ0457'OF RAILWAY AT ITS NEAREST POINT.  STATION IS NEAR UNITED
 BQ0457'STATES GEOLOGICAL SURVEY STATION OF SAME NAME AND IS IDENTICAL
 BQ0457'WITH ONE OF REFERENCE MARKS OF THIS STATION.  TO REACH FROM
 BQ0457'VAN HORN, GO SOUTH ON UNITED STATES ROUTE 90 ABOUT 25 MILES
 BQ0457'TO CHISPA RAILWAY STATION (ONLY A SECTION HOUSE), THENCE 0.3
 BQ0457'MILE NORTHWEST TO RAILWAY CROSSING, CROSS TRACKS AND PASS
 BQ0457'THROUGH WOODEN GATE, THEN LEFT TAKING ROAD NORTHWESTWARD ALONG
 BQ0457'FENCE 0.75 MILE.  ABOUT 200 FEET BEYOND ROCK-STREWN, BARREN
 BQ0457'AREA TURN RIGHT (NORTH) 2.35 MILES ON DIM ROAD TOWARD
 BQ0457'CHISPA MOUNTAIN, KEEPING TO LEFT SIDE UP FAIRLY WIDE VALLEY,
 BQ0457'CROSS WIRE FENCE, AND CONTINUE UP VALLEY ON LEFT SIDE TO END
 BQ0457'OF TRUCK TRAVEL 0.8 MILE FROM FENCE.  LEAVE TRUCK AT THIS
 BQ0457'POINT AND FOLLOW SLOPE TO EASTWARD, THENCE NORTHWARD UP
 BQ0457'SLOPE TO STATION SITE ABOUT 1 MILE FROM TRUCK AND 1-HOUR
 BQ0457'PACK.  STATION MARK IS U.S.G.S.  BRONZE BENCH-MARK DISK SET
 BQ0457'IN BEDROCK STAMPED U.S.C. AND G.S.  1909-1934.  A REFERENCE
 BQ0457'MARK OF UNITED STATES GEOLOGICAL SURVEY, CROSS CUT IN
 BQ0457'TOP OF LARGE FLAT ROCK, IS 5.51 METERS (18.1) FEET) FROM
 BQ0457'STATION S 23 DEG 09 MIN E.  A UNITED STATES
 BQ0457'GEOLOGICAL SURVEY CAIRN IS ABOUT 3 METERS (10 FEET) FROM
 BQ0457'STATION S 47 DEG 41 MIN E.  IN 1934 TWO NEW REFERENCE
 BQ0457'MARKS AND AN AZIMUTH MARK, STANDARD REFERENCE DISKS IN BEDROCK,
 BQ0457'WERE ESTABLISHED.  NO. 1 IS 6.58 METERS (21.6 FEET)
 BQ0457'(SLOPE DISTANCE) FROM STATION N 60 DEG 00 MIN E.  NO. 2,
 BQ0457'VERY NEAR AND PROBABLY IDENTICAL WITH OLD CROSS CUT IN ROCK
 BQ0457'MENTIONED ABOVE, IS 5.49 METERS (18.0 FEET) FROM STATION IN
 BQ0457'S 23 DEG 24 MIN E.  AZIMUTH MARK, ON FIRST SMALL PEAK OF
 BQ0457'SAME MOUNTAIN WEST-SOUTHWEST OF STATION, IS ABOUT ONE-FOURTH
 BQ0457'MILE FROM STATION S 83 DEG 54 MIN W.  AZIMUTH
 BQ0457'FROM STATION TO CHIMNEY-SHAPED PEAK, DISTANT ABOUT 5-1/2
 BQ0457'MILES, IS 31 DEG 08 MIN 23 SEC.  BENCH MARK P 23 ON EAST SIDE
 BQ0457'OF HIGHWAY, ABOUT 0.2 MILE WEST OF DANUBE, ON SOUTHERN PACIFIC
 BQ0457'RAILWAY, AT MILEPOST 690, ABOUT 65 FEET SOUTH OF TRACK,
 BQ0457'MARKED BY STANDARD BENCH-MARK DISK SET IN TOP OF CONCRETE
 BQ0457'POST, IS ABOUT 3 MILES DISTANT N 107 DEG 57 MIN W.
 BQ0457
 BQ0457                          STATION RECOVERY (1962)
 BQ0457
 BQ0457'RECOVERY NOTE BY MOBIL OIL CORPORATION 1962 (CGH)
 BQ0457'STATION FOUND IN GOOD CONDITION.
 BQ0457
 BQ0457                          STATION RECOVERY (1980)
 BQ0457
 BQ0457'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0457'STATION FD. IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0903 ***********************************************************************
 BL0903  DESIGNATION -  CHITA
 BL0903  PID         -  BL0903
 BL0903  STATE/COUNTY-  TX/TRINITY
 BL0903  USGS QUAD   -  CHITA (1972)
 BL0903
 BL0903                         *CURRENT SURVEY CONTROL
 BL0903  ___________________________________________________________________
 BL0903* NAD 83(1993)-  30 56 39.38114(N)    095 12 45.08934(W)     ADJUSTED  
 BL0903* NAVD 88     -       110.36   (+/-2cm)     362.1    (feet)  VERTCON   
 BL0903  ___________________________________________________________________
 BL0903  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BL0903  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL0903
 BL0903  HORZ ORDER  -  FIRST
 BL0903  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0903
 BL0903.The horizontal coordinates were established by classical geodetic methods
 BL0903.and adjusted by the National Geodetic Survey in February 1996..
 BL0903
 BL0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0903.The vertical order pertains to the NGVD 29 superseded value.
 BL0903
 BL0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0903
 BL0903.The geoid height was determined by GEOID03.
 BL0903
 BL0903;                    North         East     Units Scale Factor Converg.
 BL0903;SPC TX C     - 3,152,888.622 1,189,112.800   MT  0.99988224   +2 38 15.1
 BL0903;SPC TX C     -10,344,102.09  3,901,280.91   sFT  0.99988224   +2 38 15.1
 BL0903;UTM  15      - 3,425,525.123   288,631.301   MT  1.00015113   -1 08 17.2
 BL0903
 BL0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0903!SPC TX C     -   0.99998695  x   0.99988224  =   0.99986919
 BL0903!UTM  15      -   0.99998695  x   1.00015113  =   1.00013808
 BL0903
 BL0903:                Primary Azimuth Mark                     Grid Az
 BL0903:SPC TX C     -  GROVETON MUNICIPAL TANK                  029 53 11.4
 BL0903:UTM  15      -  GROVETON MUNICIPAL TANK                  033 39 43.7
 BL0903
 BL0903|---------------------------------------------------------------------|
 BL0903| PID    Reference Object                     Distance      Geod. Az  |
 BL0903|                                                           dddmmss.s |
 BL0903| BY2752 GROVETON MUNICIPAL TANK             APPROX.14.7 KM 0323126.5 |
 BL0903| BL2168 CHITA TEX FOREST SERV LOT 1942      132.452 METERS 15953     |
 BL0903| BL0905 CHITA RM 1                           28.041 METERS 16617     |
 BL0903| BL0906 CHITA AZ MK                                        2334029.1 |
 BL0903| BL0904 CHITA RM 2                           24.384 METERS 26737     |
 BL0903|---------------------------------------------------------------------|
 BL0903
 BL0903                          SUPERSEDED SURVEY CONTROL
 BL0903
 BL0903  NAD 83(1986)-  30 56 39.39207(N)    095 12 45.07514(W) AD(       ) 1
 BL0903  NAD 27      -  30 56 38.72100(N)    095 12 44.30100(W) AD(       ) 1
 BL0903  NGVD 29 (??/??/92)  110.376  (m)          362.13   (f) ADJ UNCH    2 0
 BL0903
 BL0903.Superseded values are not recommended for survey control.
 BL0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0903.See file dsdata.txt to determine how the superseded data were derived.
 BL0903
 BL0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ8863125525(NAD 83)
 BL0903_MARKER: DS = TRIANGULATION STATION DISK
 BL0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0903_STAMPING: CHITA 1942
 BL0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0903+STABILITY: SURFACE MOTION
 BL0903
 BL0903  HISTORY     - Date     Condition        Report By
 BL0903  HISTORY     - 1942     MONUMENTED       CGS
 BL0903  HISTORY     - 1947     GOOD             NGS
 BL0903  HISTORY     - 1949     GOOD             CGS
 BL0903  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0903
 BL0903                          STATION DESCRIPTION
 BL0903
 BL0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL0903'STATION IS ABOUT 9.5 MILES E OF TRINITY, ON THE TOP OF A
 BL0903'PARTLY CLEARED HILL JUST N OF THE CHITA LOOKOUT TOWER, ON STATE
 BL0903'OWNED LAND.  IT IS 45 FEET W OF A 36-INCH OAK TREE AND 4
 BL0903'FEET NE OF A WHITE REFERENCE POST.  IT IS STAMPED CHITA
 BL0903'1942 AND PROJECTS ABOUT 6 INCHES.
 BL0903'
 BL0903'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL0903'BRONZE DISKS SET IN CONCRETE.
 BL0903'
 BL0903'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 28 FEET S OF A
 BL0903'30-INCH OAK TREE.  IT IS STAMPED CHITA NO. 1 1942 AND PROJECTS
 BL0903'ABOUT 6 INCHES.
 BL0903'
 BL0903'REFERENCE MARK NO. 2 IS W OF THE STATION, 70 FEET W OF A
 BL0903'36-INCH OAK TREE.  IT IS STAMPED CHITA NO. 2 1942 AND PROJECTS
 BL0903'ABOUT 6 INCHES.
 BL0903'
 BL0903'THE AZIMUTH MARK IS SW OF THE STATION, 85 FEET N OF THE HOUSE
 BL0903'OF W.F. LOFTIN, 42 FEET N OF AN OPEN WELL, 33 FEET W OF THE
 BL0903'CENTER LINE OF A FARM ROAD AND 2 FEET N OF A WHITE REFERENCE
 BL0903'POST.  IT IS STAMPED CHITA 1942 AND PROJECTS 4 INCHES.
 BL0903'
 BL0903'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BL0903'45 AND 94 IN TRINITY, GO E ON STATE HIGHWAY 94 FOR 0.35 MILE
 BL0903'TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE TO A CROSSROADS,
 BL0903'TURN LEFT AND GO E FOR 8.4 MILES TO A STORE AND GULF FILLING
 BL0903'STATION AND A T-ROAD LEFT, TURN LEFT AND GO 3.3 MILES TO A SMALL
 BL0903'STORE ON THE RIGHT AND A NARROW DIRT ROAD LEFT AT THE TOP
 BL0903'OF A GRADE, TURN LEFT AND GO 0.05 MILE TO A FORKS, *TAKE
 BL0903'RIGHT FORK AND GO 0.5 MILE TO STATION JUST N OF THE LOOKOUT
 BL0903'TOWER.
 BL0903'
 BL0903'*FROM THIS POINT TAKE THE LEFT FORK AND GO 1 MILE TO A FARM
 BL0903'LANE LEFT, TURN SHARP LEFT AND GO ABOUT 0.25 MILE TO THE LOFTIN
 BL0903'HOUSE AND AZIMUTH MARK.
 BL0903'
 BL0903'NOTE.--A VERY SMALL AMOUNT OF CLEARING WILL BE NECESSARY TO
 BL0903'SEE THE AZIMUTH MARK.
 BL0903'
 BL0903'A 90-FOOT SIGNAL AT MC DUFFIE IS VISIBLE AT 37 FEET.
 BL0903'
 BL0903'A 90-FOOT SIGNAL AT DODGE IS VISIBLE AT 50 FEET.
 BL0903'
 BL0903'A 90-FOOT SIGNAL AT 1042-2 (USE) IS VISIBLE AT 50 FEET.
 BL0903'
 BL0903'A 90-FOOT SIGNAL AT STONE IS VISIBLE AT 50 FEET.
 BL0903'
 BL0903'A 100-FOOT SIGNAL AT ROBB IS VISIBLE AT 37 FEET.
 BL0903'
 BL0903'A 100-FOOT SIGNAL AT ELLIOTT IS VISIBLE AT 77 FEET.
 BL0903'
 BL0903'A 90-FOOT SIGNAL AT DALE IS VISIBLE AT 37 FEET.
 BL0903'
 BL0903'A 90-FOOT SIGNAL AT GROVE IS VISIBLE AT 37 FEET.
 BL0903
 BL0903                          STATION RECOVERY (1947)
 BL0903
 BL0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL0903'0.1 MI NE FROM CHITA.
 BL0903'0.1 MILE NORTHEAST ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE CHITA
 BL0903'BAPTIST CHURCH AT CHITA, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD,
 BL0903'APPROXIMATELY 155 YARDS NORTHWEST OF THE CHITA LOOKOUT TOWER,
 BL0903'APPROXIMATELY 77 YARDS SOUTH OF A SMALL ABANDONED FARMHOUSE, 140.6
 BL0903'FEET SOUTH OF A LONE 18 INCH OAK TREE, 114.8 FEET NORTHWEST OF A 32
 BL0903'INCH FORKED OAK TREE, 12.2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BL0903'ROAD, 3.8 FEET EAST OF A REFERENCE POST, ON TOP OF A PARTIALLY CLEARED
 BL0903'HILL, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE
 BL0903'THE GROUND.
 BL0903
 BL0903                          STATION RECOVERY (1949)
 BL0903
 BL0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL0903'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 BL0903'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 BL0903'
 BL0903'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 BL0903'
 BL0903'THE STATION IS LOCATED ABOUT 9.5 MILES EAST OF TRINITY, 8.0
 BL0903'MILES SOUTH-SOUTHWEST OF GROVETON AND JUST NORTH OF CHITA
 BL0903'LOOKOUT TOWER ON LAND OWNED BY THE STATE OF TEXAS.  IT IS 35
 BL0903'FEET EAST OF TRIANGULAR BLAZED 6 INCH PINE TREE, 12 FEET WEST
 BL0903'OF THE CENTER OF NORTH-SOUTH TRACK ROAD AND 4 FEET SOUTHEAST OF
 BL0903'WITNESS POST.  IT IS STAMPED CHITA 1942 AND PROJECTS 4 INCHES.
 BL0903'
 BL0903'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 30
 BL0903'FEET WEST OF THE CENTER OF NORTH-SOUTH TRACK ROAD AND 3 FEET
 BL0903'EAST OF 6 INCH PINE TREE.  IT IS STAMPED CHITA NO 1 1942 AND
 BL0903'PROJECTS 6 INCHES.
 BL0903'
 BL0903'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 90 FEET WEST OF THE
 BL0903'CENTER OF NORTH-SOUTH TRACK ROAD AND 45 FEET WEST OF TRIANGULAR
 BL0903'BLAZED 6 INCH PINE TREE.  IT IS STAMPED CHITA NO 2 1942 AND
 BL0903'PROJECTS 6 INCHES.
 BL0903'
 BL0903'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 85 FEET NORTH OF
 BL0903'THE NORTHEAST CORNER OF ABANDONED FARM HOUSE, 42 FEET NORTH
 BL0903'OF AN OPEN WELL, 33 FEET WEST OF THE CENTER OF NORTH-SOUTH TRACK
 BL0903'ROAD, 19 FEET NORTH OF EAST-WEST FENCE LINE AND 2 FEET NORTH OF
 BL0903'WITNESS POST.  IT IS STAMPED CHITA 1942 AND PROJECTS 2 INCHES.
 BL0903'NOTE 11A.  TO REACH FROM THE STATION GO SOUTH ON TRACK ROAD FOR
 BL0903'0.5 MILE TO FORKS, TAKE SHARP RIGHT FORK AND GO 1.0 MILE ON
 BL0903'FARM LANE TO SIDE ROAD LEFT, TURN SHARP LEFT AND GO 0.25 MILE
 BL0903'TO HOUSE AND STATION AS DESCRIBED.
 BL0903'
 BL0903'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 287
 BL0903'AND FARM ROAD 355 IN GROVETON, GO SOUTH ON FARM ROAD 355 FOR
 BL0903'5.6 MILES TO FORKS AND THE END OF HARD SURFACE ROAD, TAKE
 BL0903'RIGHT FORK AND GO SOUTHWEST FOR 5.3 MILES TO SIDE ROAD RIGHT,
 BL0903'TURN RIGHT AND GO 0.05 MILE TO FORKS, TAKE RIGHT FORK ON SANDY
 BL0903'ROAD FOR 0.5 MILE TO THE LOOKOUT TOWER AND STATION AS DESCRIBED.
 BL0903'
 BL0903'A 100 FOOT SIGNAL AT STATION GROVE 1942 IS VISIBLE AT 37 FEET.
 BL0903'
 BL0903'A 74 FOOT SIGNAL AT STATION COLITA IS VISIBLE AT 50 FEET.
 BL0903'
 BL0903'A 100 FOOT SIGNAL AT STATION MC DUFFIE 1942 IS VISIBLE AT 37 FEET.
 BL0903
 BL0903                          STATION RECOVERY (1996)
 BL0903
 BL0903'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0906 ***********************************************************************
 BL0906  DESIGNATION -  CHITA AZ MK
 BL0906  PID         -  BL0906
 BL0906  STATE/COUNTY-  TX/TRINITY
 BL0906  USGS QUAD   -  CHITA (1972)
 BL0906
 BL0906                         *CURRENT SURVEY CONTROL
 BL0906  ___________________________________________________________________
 BL0906* NAD 83(1986)-  30 56 23.     (N)    095 13 12.     (W)     SCALED    
 BL0906* NAVD 88     -        82.31   (+/-2cm)     270.0    (feet)  VERTCON   
 BL0906  ___________________________________________________________________
 BL0906  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL0906
 BL0906  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0906
 BL0906.The horizontal coordinates were scaled from a topographic map and have
 BL0906.an estimated accuracy of +/- 6 seconds.
 BL0906
 BL0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0906.The vertical order pertains to the NGVD 29 superseded value.
 BL0906
 BL0906.The geoid height was determined by GEOID03.
 BL0906
 BL0906;                    North         East    Units  Estimated Accuracy
 BL0906;SPC TX C     - 3,152,350.    1,188,420.      MT  (+/- 180 meters Scaled)
 BL0906
 BL0906                          SUPERSEDED SURVEY CONTROL
 BL0906
 BL0906  NGVD 29 (??/??/92)   82.322  (m)          270.08   (f) ADJ UNCH    2 0
 BL0906
 BL0906.Superseded values are not recommended for survey control.
 BL0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0906.See file dsdata.txt to determine how the superseded data were derived.
 BL0906
 BL0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ879250(NAD 83)
 BL0906_MARKER: DZ = AZIMUTH MARK DISK
 BL0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0906_STAMPING: CHITA 1942
 BL0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0906+STABILITY: SURFACE MOTION
 BL0906
 BL0906  HISTORY     - Date     Condition        Report By
 BL0906  HISTORY     - 1942     MONUMENTED       CGS
 BL0906  HISTORY     - 1947     GOOD             NGS
 BL0906  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0906
 BL0906                          STATION DESCRIPTION
 BL0906
 BL0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0906'1.35 MI N FROM CHITA.
 BL0906'0.1 MILE NORTHEAST ALONG THE GROVETON - SEBASTOPOL ROAD FROM THE CHITA
 BL0906'BAPTIST CHURCH AT CHITA, THENCE 1.0 MILE NORTHWEST ALONG A GRADED DIRT
 BL0906'ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, 84.2 FEET NORTH OF THE
 BL0906'NORTHEAST CORNER OF THE FARMHOUSE OF W.F. LOFTIN, 42.3 FEET NORTH OF
 BL0906'THE NORTH FACE OF THE CURB OF AN OPEN WELL, 33.0 FEET WEST OF THE
 BL0906'CENTER LINE OF THE ROAD, 2.3 FEET NORTHEAST OF A WITNESS POST, SET IN
 BL0906'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL0906
 BL0906                          STATION RECOVERY (1996)
 BL0906
 BL0906'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0905 ***********************************************************************
 BL0905  DESIGNATION -  CHITA RM 1
 BL0905  PID         -  BL0905
 BL0905  STATE/COUNTY-  TX/TRINITY
 BL0905  USGS QUAD   -  CHITA (1972)
 BL0905
 BL0905                         *CURRENT SURVEY CONTROL
 BL0905  ___________________________________________________________________
 BL0905* NAD 83(1986)-  30 56 38.     (N)    095 12 44.     (W)     SCALED    
 BL0905* NAVD 88     -       109.81   (+/-2cm)     360.3    (feet)  VERTCON   
 BL0905  ___________________________________________________________________
 BL0905  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL0905
 BL0905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0905
 BL0905.The horizontal coordinates were scaled from a topographic map and have
 BL0905.an estimated accuracy of +/- 6 seconds.
 BL0905
 BL0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0905.The vertical order pertains to the NGVD 29 superseded value.
 BL0905
 BL0905.The geoid height was determined by GEOID03.
 BL0905
 BL0905;                    North         East    Units  Estimated Accuracy
 BL0905;SPC TX C     - 3,152,850.    1,189,140.      MT  (+/- 180 meters Scaled)
 BL0905
 BL0905                          SUPERSEDED SURVEY CONTROL
 BL0905
 BL0905  NGVD 29 (??/??/92)  109.816  (m)          360.29   (f) ADJ UNCH    2 0
 BL0905
 BL0905.Superseded values are not recommended for survey control.
 BL0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0905.See file dsdata.txt to determine how the superseded data were derived.
 BL0905
 BL0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ886254(NAD 83)
 BL0905_MARKER: DR = REFERENCE MARK DISK
 BL0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0905_STAMPING: CHITA NO 1 1942
 BL0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0905+STABILITY: SURFACE MOTION
 BL0905
 BL0905  HISTORY     - Date     Condition        Report By
 BL0905  HISTORY     - 1942     MONUMENTED       CGS
 BL0905  HISTORY     - 1947     GOOD             NGS
 BL0905  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0905
 BL0905                          STATION DESCRIPTION
 BL0905
 BL0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0905'0.1 MI NE FROM CHITA.
 BL0905'0.1 MILE NORTHEAST ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE CHITA
 BL0905'BAPTIST CHURCH AT CHITA, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD,
 BL0905'APPROXIMATELY 122 YARDS NORTHWEST OF THE CHITA LOOKOUT TOWER, 92.0
 BL0905'FEET SOUTHEAST OF THE TRIANGULATION STATION MARK, 62.2 FEET EAST OF A
 BL0905'32 INCH FORKED OAK TREE, 35.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BL0905'ROAD, 27.7 FEET WEST OF A 26 INCH OAK TREE, SET IN THE TOP OF A
 BL0905'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL0905
 BL0905                          STATION RECOVERY (1996)
 BL0905
 BL0905'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0904 ***********************************************************************
 BL0904  DESIGNATION -  CHITA RM 2
 BL0904  PID         -  BL0904
 BL0904  STATE/COUNTY-  TX/TRINITY
 BL0904  USGS QUAD   -  CHITA (1972)
 BL0904
 BL0904                         *CURRENT SURVEY CONTROL
 BL0904  ___________________________________________________________________
 BL0904* NAD 83(1986)-  30 56 39.     (N)    095 12 46.     (W)     SCALED    
 BL0904* NAVD 88     -       109.63   (+/-2cm)     359.7    (feet)  VERTCON   
 BL0904  ___________________________________________________________________
 BL0904  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL0904
 BL0904  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0904
 BL0904.The horizontal coordinates were scaled from a topographic map and have
 BL0904.an estimated accuracy of +/- 6 seconds.
 BL0904
 BL0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0904.The vertical order pertains to the NGVD 29 superseded value.
 BL0904
 BL0904.The geoid height was determined by GEOID03.
 BL0904
 BL0904;                    North         East    Units  Estimated Accuracy
 BL0904;SPC TX C     - 3,152,880.    1,189,090.      MT  (+/- 180 meters Scaled)
 BL0904
 BL0904                          SUPERSEDED SURVEY CONTROL
 BL0904
 BL0904  NGVD 29 (??/??/92)  109.645  (m)          359.73   (f) ADJ UNCH    2 0
 BL0904
 BL0904.Superseded values are not recommended for survey control.
 BL0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0904.See file dsdata.txt to determine how the superseded data were derived.
 BL0904
 BL0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ886255(NAD 83)
 BL0904_MARKER: DR = REFERENCE MARK DISK
 BL0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0904_STAMPING: CHITA NO 2 1942
 BL0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0904+STABILITY: SURFACE MOTION
 BL0904
 BL0904  HISTORY     - Date     Condition        Report By
 BL0904  HISTORY     - 1942     MONUMENTED       CGS
 BL0904  HISTORY     - 1947     GOOD             NGS
 BL0904  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0904
 BL0904                          STATION DESCRIPTION
 BL0904
 BL0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0904'0.1 MI NE FROM CHITA.
 BL0904'0.1 MILE NORTHEAST ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE CHITA
 BL0904'BAPTIST CHURCH AT CHITA, THENCE 0.6 MILE NORTH ALONG A DIRT ROAD,
 BL0904'APPROXIMATELY 163 YARDS NORTHWEST OF THE CHITA LOOKOUT TOWER,
 BL0904'APPROXIMATELY 79 YARDS SOUTHWEST OF A SMALL ABANDONED FARMHOUSE, 139.0
 BL0904'FEET SOUTH OF A LONE 18 INCH OAK TREE, 112.4 FEET NORTHWEST OF A 32
 BL0904'INCH FORKED OAK TREE, 86.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BL0904'ROAD, 80.0 FEET WEST OF THE TRIANGULATION STATION MARK, SET IN THE TOP
 BL0904'OF A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL0904
 BL0904                          STATION RECOVERY (1996)
 BL0904
 BL0904'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2168 ***********************************************************************
 BL2168  DESIGNATION -  CHITA TEX FOREST SERV LOT 1942
 BL2168  PID         -  BL2168
 BL2168  STATE/COUNTY-  TX/TRINITY
 BL2168  USGS QUAD   -  CHITA (1972)
 BL2168
 BL2168                         *CURRENT SURVEY CONTROL
 BL2168  ___________________________________________________________________
 BL2168* NAD 83(1993)-  30 56 35.34254(N)    095 12 43.37360(W)     ADJUSTED  
 BL2168* NAVD 88     -                                                        
 BL2168  ___________________________________________________________________
 BL2168  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BL2168  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL2168
 BL2168  HORZ ORDER  -  THIRD
 BL2168
 BL2168.The horizontal coordinates were established by classical geodetic methods
 BL2168.and adjusted by the National Geodetic Survey in February 1996..
 BL2168
 BL2168
 BL2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2168
 BL2168.The geoid height was determined by GEOID03.
 BL2168
 BL2168;                    North         East     Units Scale Factor Converg.
 BL2168;SPC TX C     - 3,152,766.488 1,189,164.013   MT  0.99988226   +2 38 15.9
 BL2168;SPC TX C     -10,343,701.39  3,901,448.93   sFT  0.99988226   +2 38 15.9
 BL2168;UTM  15      - 3,425,399.848   288,674.372   MT  1.00015091   -1 08 16.2
 BL2168
 BL2168                          SUPERSEDED SURVEY CONTROL
 BL2168
 BL2168  NAD 83(1986)-  30 56 35.35348(N)    095 12 43.35941(W) AD(       ) 4
 BL2168  NAD 27      -  30 56 34.68100(N)    095 12 42.58500(W) AD(       ) 3
 BL2168
 BL2168.Superseded values are not recommended for survey control.
 BL2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2168.See file dsdata.txt to determine how the superseded data were derived.
 BL2168
 BL2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ8867425400(NAD 83)
 BL2168_MARKER: 57 = LOOKOUT TOWER
 BL2168
 BL2168  HISTORY     - Date     Condition        Report By
 BL2168  HISTORY     - 1942     FIRST OBSERVED   CGS
 BL2168  HISTORY     - 1949     GOOD             CGS
 BL2168
 BL2168                          STATION DESCRIPTION
 BL2168
 BL2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2168'STATION IS LOCATED ABOUT 9.5 MILES EAST OF TRINITY, NEAR THE
 BL2168'TOP OF A PARTLY CLEARED HILL, ON STATE OWNED LAND.  IT IS A
 BL2168'LOOKOUT TOWER OF THE TEXAS FOREST SERVICE, IS OF ALL STEEL
 BL2168'CONSTRUCTION AND HAS AN ENCLOSED CABIN AT THE TOP.  IT IS ABOUT
 BL2168'125 FEET HIGH.  THE CENTER OF THE PYRAMIDAL ROOF IS THE POINT
 BL2168'LOCATED.
 BL2168'
 BL2168'THE TOWER WAS LOCATED BY DISTANCE AND DIRECTION FROM
 BL2168'TRIANGULATION STATION CHITA, WHICH IS 434.68 FEET NORTHWEST OF
 BL2168'THE TOWER.
 BL2168
 BL2168                          STATION RECOVERY (1949)
 BL2168
 BL2168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2168'THE STATION IS LOCATED ABOUT 9.5 MILES EAST OF TRINITY, 8.0
 BL2168'MILES SOUTH-SOUTHWEST OF GROVETON AND ON LAND OWNED BY THE
 BL2168'STATE OF TEXAS.  IT IS OWNED AND OPERATED BY THE TEXAS FORREST
 BL2168'SERVICE.
 BL2168'
 BL2168'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A HOUSE AT THE
 BL2168'TOP.  IT HAS AN OVER ALL HEIGHT OF 110 FEET.
 BL2168'
 BL2168'THE POINT TRAVERSED TO AND OBSERVED UPON WAS THE CENTER OF THE
 BL2168'LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0206 ***********************************************************************
 AP0206  DESIGNATION -  CHITTIM RAD MAST
 AP0206  PID         -  AP0206
 AP0206  STATE/COUNTY-  TX/MAVERICK
 AP0206  USGS QUAD   -  INDIAN TANK (1974)
 AP0206
 AP0206                         *CURRENT SURVEY CONTROL
 AP0206  ___________________________________________________________________
 AP0206* NAD 83(1993)-  28 51 31.20851(N)    100 17 44.29514(W)     ADJUSTED  
 AP0206* NAVD 88     -                                                        
 AP0206  ___________________________________________________________________
 AP0206  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AP0206  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AP0206
 AP0206  HORZ ORDER  -  THIRD
 AP0206
 AP0206.The horizontal coordinates were established by classical geodetic methods
 AP0206.and adjusted by the National Geodetic Survey in February 1996..
 AP0206
 AP0206
 AP0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0206
 AP0206.The geoid height was determined by GEOID03.
 AP0206
 AP0206;                    North         East     Units Scale Factor Converg.
 AP0206;SPC TXSC     - 4,114,335.809   473,598.683   MT  0.99989754   -0 38 05.1
 AP0206;SPC TXSC     -13,498,450.07  1,553,798.35   sFT  0.99989754   -0 38 05.1
 AP0206;UTM  14      - 3,193,017.224   373,627.918   MT  0.99979708   -0 37 31.5
 AP0206
 AP0206                          SUPERSEDED SURVEY CONTROL
 AP0206
 AP0206  NAD 83(1986)-  28 51 31.20394(N)    100 17 44.27356(W) AD(       ) 4
 AP0206  NAD 27      -  28 51 30.30064(N)    100 17 43.01819(W) AD(       ) 3
 AP0206
 AP0206.Superseded values are not recommended for survey control.
 AP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0206.See file dsdata.txt to determine how the superseded data were derived.
 AP0206
 AP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS7362893017(NAD 83)
 AP0206_MARKER: 42 = RADIO/TV MAST
 AP0206
 AP0206  HISTORY     - Date     Condition        Report By
 AP0206  HISTORY     - 1972     FIRST OBSERVED   NGS
 AP0206
 AP0206                          STATION DESCRIPTION
 AP0206
 AP0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0206'THE STATION, CHITTIM RADIO MAST KUA 881, IS THE LIGHT ATOP A
 AP0206'TRIANGULAR STEEL, GUYED MAST THAT HAS AN OVERALL HEIGHT OF 310 FEET.
 AP0206'THE STATION IS LOCATED ABOUT 16 MILES NORTHEAST OF EAGLE PASS, 1/4
 AP0206'MILE NORTHWEST OF U.S. HIGHWAY 57 AND AT THE CHITTIM GAS FIELD
 AP0206'PUMPING STATION.  IT IS OWNED BY THE COASTAL STATE GAS PRODUCING
 AP0206'COMPANY.
 AP0206'
 AP0206'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND 57
 AP0206'ABOUT 1 MILE EAST OF EAGLE PASS, GO NORTH AND NORTHEAST ON HIGHWAY
 AP0206'57 FOR 15 MILES TO A SIDE ROAD LEFT AT THE CHITTIM GAS FIELD PUMPING
 AP0206'STATION.  TURN LEFT AND GO WEST ON A DIRT ROAD FOR 0.05 MILE TO
 AP0206'A T-INTERSECTION.  TURN RIGHT AND GO NORTHERLY ON A DIRT ROAD
 AP0206'FOR 0.3 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2184 ***********************************************************************
 AN2184  DESIGNATION -  CHOATE
 AN2184  PID         -  AN2184
 AN2184  STATE/COUNTY-  TX/KARNES
 AN2184  USGS QUAD   -  BERCLAIR NW (1987)
 AN2184
 AN2184                         *CURRENT SURVEY CONTROL
 AN2184  ___________________________________________________________________
 AN2184* NAD 83(1993)-  28 43 01.15196(N)    097 43 21.33215(W)     ADJUSTED  
 AN2184* NAVD 88     -       126.8    (meters)     416.     (feet)  VERTCON   
 AN2184  ___________________________________________________________________
 AN2184  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AN2184  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN2184
 AN2184  HORZ ORDER  -  FIRST
 AN2184
 AN2184.The horizontal coordinates were established by classical geodetic methods
 AN2184.and adjusted by the National Geodetic Survey in February 1996..
 AN2184
 AN2184.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2184
 AN2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2184
 AN2184.The geoid height was determined by GEOID03.
 AN2184
 AN2184;                    North         East     Units Scale Factor Converg.
 AN2184;SPC TXSC     - 4,098,615.635   724,794.402   MT  0.99992097   +0 37 32.9
 AN2184;SPC TXSC     -13,446,874.80  2,377,929.63   sFT  0.99992097   +0 37 32.9
 AN2184;UTM  14      - 3,177,299.143   624,762.429   MT  0.99979209   +0 36 49.9
 AN2184
 AN2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2184!SPC TXSC     -   0.99998430  x   0.99992097  =   0.99990527
 AN2184!UTM  14      -   0.99998430  x   0.99979209  =   0.99977639
 AN2184
 AN2184:                Primary Azimuth Mark                     Grid Az
 AN2184:SPC TXSC     -  RUNGE TALLEST CHURCH SPIRE               002 25 08.7
 AN2184:UTM  14      -  RUNGE TALLEST CHURCH SPIRE               002 25 51.7
 AN2184
 AN2184|---------------------------------------------------------------------|
 AN2184| PID    Reference Object                     Distance      Geod. Az  |
 AN2184|                                                           dddmmss.s |
 AN2184| AN2177 RUNGE TALLEST CHURCH SPIRE          APPROX.18.8 KM 0030241.6 |
 AN2184| CV4548 CHOATE RM                            17.830 METERS 08915     |
 AN2184| AX2618 RUCKMAN                             APPROX.34.4 KM 3573939.6 |
 AN2184|---------------------------------------------------------------------|
 AN2184
 AN2184                          SUPERSEDED SURVEY CONTROL
 AN2184
 AN2184  NAD 83(1986)-  28 43 01.15628(N)    097 43 21.31503(W) AD(       ) 1
 AN2184  NAD 27      -  28 43 00.21200(N)    097 43 20.32000(W) AD(       ) 1
 AN2184  NGVD 29 (07/19/86)  126.8    (m)          416.     (f) VERT ANG       
 AN2184
 AN2184.Superseded values are not recommended for survey control.
 AN2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2184.See file dsdata.txt to determine how the superseded data were derived.
 AN2184
 AN2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2476277299(NAD 83)
 AN2184_MARKER: N = NAIL
 AN2184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN2184_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AN2184
 AN2184  HISTORY     - Date     Condition        Report By
 AN2184  HISTORY     - 1904     MONUMENTED       CGS
 AN2184  HISTORY     - 1931     SEE DESCRIPTION  CGS
 AN2184  HISTORY     - 1932     SEE DESCRIPTION  CGS
 AN2184  HISTORY     - 1937     SEE DESCRIPTION  TXHD
 AN2184  HISTORY     - 1943     SEE DESCRIPTION  STOGC
 AN2184
 AN2184                          STATION DESCRIPTION
 AN2184
 AN2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AN2184'STATION IS ABOUT 12 MILES BY ROAD SE OF KENEDY, 3-1/2 MILES
 AN2184'BY ROAD S OF CHOATE POST OFFICE, AND 1/3 MILE SW OF MR. W.R.
 AN2184'SCOGINS HOUSE, IN A PASTURE OWNED BY MRS. MC KENNEY, OR
 AN2184'HER DAUGHTER, MRS. W.R. SCOGIN.  THE STATION IS ON THE HIGHEST
 AN2184'PART OF A SMALL HILL COVERED WITH BRUSH AND ABOUT 415 PACES
 AN2184'W OF S FROM THE GATE LEADING FROM MRS. SCOGINS HOUSE LOT
 AN2184'INTO THE PASTURE.
 AN2184'
 AN2184'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL IN
 AN2184'THE CENTER OF AN IRON PIPE 2 INCHES IN DIAMETER AND 2 FEET
 AN2184'LONG, SET FLANGE DOWN, FILLED WITH CONCRETE, AND SURROUNDED BY
 AN2184'A BLOCK OF CONCRETE.  THE CONCRETE WAS MARKED WITH THE LETTERS
 AN2184'U.S.C. AND G.S. AND THE DATE.
 AN2184'
 AN2184'REFERENCE MARK IS ABOUT 2 FEET LOWER THAN THE STATION AND
 AN2184'17.830 METERS (58.50 FEET) FROM IT N 89 DEG 15 MIN E.
 AN2184'
 AN2184'THE FOLLOWING BEARINGS ARE FROM THE STATION--CHIMNEY OF W.R.
 AN2184'SCOGINS HOUSE, DISTANT 500 YARDS, N 20 DEG 05 MIN E.
 AN2184'CHIMNEY OF J.L. TEAS HOUSE, DISTANT 3/4 MILE, N 47 DEG 49 MIN E.
 AN2184'CHIMNEY OF OSCAR DAVENPORTS HOUSE, DISTANT ONE MILE,
 AN2184'S 50 DEG 32 MIN E.  SMOKESTACK ON GIN AT CHOATE POST
 AN2184'OFFICE, DISTANT 3 MILES, N 17 DEG 12 MIN W.
 AN2184
 AN2184                          STATION RECOVERY (1931)
 AN2184
 AN2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AN2184'IN 1929 AND IN 1931 REPORTED THAT BOTH STATION AND REFERENCE
 AN2184'MARKS HAD APPARENTLY BEEN DUG UP AND DESTROYED BY TREASURE
 AN2184'SEEKERS.  REFERENCE MARK FOUND BROKEN IN SMALL PIECES.
 AN2184'
 AN2184'IN 1931 STATION BEST REACHED BY GOING APPROXIMATELY 3 MILES
 AN2184'SE ON HIGHWAY FROM CHOATE TO FIRST SW ROAD, PAST RED COTTON
 AN2184'GIN, THENCE 2.5 MILES ON SW ROAD TO BRUSH-COVERED RIDGE ON
 AN2184'NW SIDE OF THE ROAD.  STATION IS ON THE HIGHEST POINT AT
 AN2184'MOST NORTHERN POINT OF RIDGE.
 AN2184
 AN2184                          STATION RECOVERY (1932)
 AN2184
 AN2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AN2184'IN 1932 UNDERGROUND MARK REPORTED ONLY MARK IN PLACE.
 AN2184'
 AN2184'FURTHER DESCRIBED AS BEING APPROXIMATELY 1,000 FEET W OF N AND
 AN2184'S OFFSET IN N FENCE OF MC KENNEY PASTURE.  2,750 FEET W OF
 AN2184'PETTUS-CHOATE POST-OFFICE ROAD.  APPROXIMATELY 2,800 FEET W OF W
 AN2184'FENCE LINE OF THE DELA SANTOS 99-ACRE TRACT.  AND APPROXIMATELY
 AN2184'2,500 FEET W OF SE BOUNDARY LINE OF KARNES COUNTY.
 AN2184'
 AN2184'ELEVATION OF STATION, 126.8 METERS (416 FEET).
 AN2184
 AN2184                          STATION RECOVERY (1937)
 AN2184
 AN2184'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN2184'STATION AND REFERENCE MARKS EVIDENTLY DESTROYED.  DESCRIPTION
 AN2184'OF 1932 IS GOOD.
 AN2184
 AN2184                          STATION RECOVERY (1943)
 AN2184
 AN2184'RECOVERY NOTE BY STANOLIND OIL AND GAS COMPANY 1943 (DFC)
 AN2184'LETTER OF MR. DON F. CHAMPION, STANOLIND OIL AND GAS CO.,
 AN2184'712 MAIN STREET, P.O. BOX 3092, HOUSTON, TEXAS, DATED 11/13/43--
 AN2184'
 AN2184'UNABLE TO LOCATE EITHER SURFACE, SUBSURFACE OR REFERENCE
 AN2184'MONUMENTS AS THERE ARE HOLES AMID BROKEN CONCRETE AT THEIR
 AN2184'SITES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2185 ***********************************************************************
 AN2185  DESIGNATION -  CHOATE 2
 AN2185  PID         -  AN2185
 AN2185  STATE/COUNTY-  TX/KARNES
 AN2185  USGS QUAD   -  BERCLAIR NW (1987)
 AN2185
 AN2185                         *CURRENT SURVEY CONTROL
 AN2185  ___________________________________________________________________
 AN2185* NAD 83(1993)-  28 43 01.14924(N)    097 43 21.34106(W)     ADJUSTED  
 AN2185* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 AN2185  ___________________________________________________________________
 AN2185  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AN2185  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN2185
 AN2185  HORZ ORDER  -  FIRST
 AN2185
 AN2185.The horizontal coordinates were established by classical geodetic methods
 AN2185.and adjusted by the National Geodetic Survey in February 1996..
 AN2185
 AN2185.The orthometric height was scaled from a topographic map.
 AN2185
 AN2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2185
 AN2185.The geoid height was determined by GEOID03.
 AN2185
 AN2185;                    North         East     Units Scale Factor Converg.
 AN2185;SPC TXSC     - 4,098,615.548   724,794.161   MT  0.99992097   +0 37 32.9
 AN2185;SPC TXSC     -13,446,874.51  2,377,928.84   sFT  0.99992097   +0 37 32.9
 AN2185;UTM  14      - 3,177,299.057   624,762.188   MT  0.99979209   +0 36 49.9
 AN2185
 AN2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2185!SPC TXSC     -   0.99998395  x   0.99992097  =   0.99990492
 AN2185!UTM  14      -   0.99998395  x   0.99979209  =   0.99977605
 AN2185
 AN2185|---------------------------------------------------------------------|
 AN2185| PID    Reference Object                     Distance      Geod. Az  |
 AN2185|                                                           dddmmss.s |
 AN2185| CV4550 CHOATE 2 RM 1                        14.969 METERS 08146     |
 AN2185| CV4549 CHOATE 2 AZ MK                                     0843915.7 |
 AN2185| CV4551 CHOATE 2 RM 2                        18.805 METERS 19128     |
 AN2185|---------------------------------------------------------------------|
 AN2185
 AN2185                          SUPERSEDED SURVEY CONTROL
 AN2185
 AN2185  NAD 83(1986)-  28 43 01.15417(N)    097 43 21.32444(W) AD(       ) 1
 AN2185  NAD 27      -  28 43 00.20900(N)    097 43 20.33000(W) AD(       ) 1
 AN2185
 AN2185.Superseded values are not recommended for survey control.
 AN2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2185.See file dsdata.txt to determine how the superseded data were derived.
 AN2185
 AN2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2476277299(NAD 83)
 AN2185_MARKER: DS = TRIANGULATION STATION DISK
 AN2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2185_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2185
 AN2185  HISTORY     - Date     Condition        Report By
 AN2185  HISTORY     - 1952     MONUMENTED       CGS
 AN2185  HISTORY     - 1952     GOOD             CGS
 AN2185  HISTORY     - 1963     GOOD             CGS
 AN2185
 AN2185                          STATION DESCRIPTION
 AN2185
 AN2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2185'THE STATION IS LOCATED ABOUT 10 MILES AIR LINE SOUTHEAST OF
 AN2185'KENEDY.  6-1/2 MILES WEST OF CHARCO.  3 MILES SOUTH-SOUTHEAST
 AN2185'OF THE CHOATE STORE.  2 MILES SOUTHEAST OF STATE HIGHWAY
 AN2185'239 AND ON THE SUMMIT OF A PROMINENT, BRUSH-COVERED RIDGE
 AN2185'WHICH IS KNOWN LOCALLY AS TOWER HILL.
 AN2185'
 AN2185'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 181
 AN2185'AND FARM ROAD 623 IN PETTUS, GO EAST ON FARM ROAD 623 FOR 4.6
 AN2185'MILES TO A REVERSE Y AT THE JUNCTION OF FARM ROADS 623 AND 743.
 AN2185'TURN SHARP RIGHT AND FOLLOW FARM ROAD 743 FOR 4.9 MILES TO
 AN2185'A T-ROAD RIGHT AND A SIGN CHOATE.  TURN RIGHT, TOWARDS CHOATE
 AN2185'AND FOLLOW THE PAVED ROAD FOR 2.9 MILES TO STATE HIGHWAY 239.
 AN2185'TURN RIGHT, SOUTHEAST, AND FOLLOW STATE HIGHWAY 239 FOR 2.0
 AN2185'MILES TO A T-ROAD RIGHT.  TURN RIGHT AND FOLLOW THE GRADED,
 AN2185'SANDY ROAD FOR 1.7 MILES TO A CATTLE GUARD ON THE RIGHT.
 AN2185'THE AZIMUTH MARK IS 7 YARDS SOUTHWEST OF THE CENTER OF THIS
 AN2185'CATTLE GUARD.  TURN RIGHT, PASS THROUGH THE CATTLE GUARD
 AN2185'AND FOLLOW THE TRACK ROAD NORTHWESTERLY FOR 0.7 MILE TO A
 AN2185'WINDMILL AND WATER TANKS.  PASS TO THE LEFT OF THE
 AN2185'WINDMILL AND WATER TANKS AND BEAR LEFT ON THE DIM TRACK
 AN2185'ROAD ALONG THE FENCE LINE FOR 0.5 MILE TO A FENCE CORNER AND
 AN2185'A GATE.  TURN RIGHT, PASS THROUGH THE GATE AND FOLLOW THE DIM
 AN2185'TRACK ROAD ALONG THE RIGHT SIDE OF A FENCE FOR 0.15 TO
 AN2185'THE TOP OF THE HILL AND THE STATION ON THE LEFT, 10
 AN2185'YARDS SOUTHWEST OF THE FENCE LINE.
 AN2185'
 AN2185'THE STATION MARK, STAMPED CHOATE 2 1952, IS A BRONZE DISK
 AN2185'SET IN A ROUND CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 AN2185'OF THE GROUND.  IT IS ON THE NORTHWEST END OF A LARGE, BRUSH-FREE
 AN2185'AREA WHICH EXTENDS DOWN THE SOUTHEAST SIDE OF THE KNOLL.
 AN2185'
 AN2185'REFERENCE MARK NO. 1, STAMPED CHOATE 2 1952 NO 1, IS A BRONZE
 AN2185'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 AN2185'IS 2 FEET SOUTHWEST OF THE FENCE LINE.
 AN2185'
 AN2185'REFERENCE MARK NO. 2, STAMPED CHOATE 2 1952 NO 2, IS A BRONZE
 AN2185'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 8 INCHES
 AN2185'AND IS AT THE SAME ELEVATION AS THE STATION.
 AN2185'
 AN2185'THE AZIMUTH MARK, STAMPED CHOATE 2 1952, IS A BRONZE DISK
 AN2185'SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 AN2185'IS 11 YARDS NORTHWEST OF THE DIRT ROAD.  9 FEET NORTHWEST OF
 AN2185'THE FENCE LINE AND 4 FEET WEST OF A SHORT WITNESS POST.
 AN2185
 AN2185                          STATION RECOVERY (1952)
 AN2185
 AN2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2185'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 AN2185'FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS CORRECT
 AN2185'AND ADEQUATE.
 AN2185
 AN2185                          STATION RECOVERY (1963)
 AN2185
 AN2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AN2185'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO.
 AN2185'1 IS COMPLETELY OUT OF THE GROUND AND IS LAYING ON ITS SIDE.
 AN2185'REFERENCE MARK NO. 2 SEEMS TO BE IN PLACE BUT THE ARROW IS
 AN2185'POINTING IN THE WRONG DIRECTION.  DIRECTIONS FOR PROCEEDING
 AN2185'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6540 ***********************************************************************
 AW6540  DESIGNATION -  CHOCOLATE 2
 AW6540  PID         -  AW6540
 AW6540  STATE/COUNTY-  TX/HARRIS
 AW6540  USGS QUAD   -  PARK PLACE (1995)
 AW6540
 AW6540                         *CURRENT SURVEY CONTROL
 AW6540  ___________________________________________________________________
 AW6540* NAD 83(1993)-  29 38 15.94347(N)    095 21 22.08232(W)     ADJUSTED  
 AW6540* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AW6540  ___________________________________________________________________
 AW6540  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW6540  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6540
 AW6540  HORZ ORDER  -  FIRST
 AW6540
 AW6540.The horizontal coordinates were established by classical geodetic methods
 AW6540.and adjusted by the National Geodetic Survey in February 1996..
 AW6540
 AW6540.The orthometric height was scaled from a topographic map.
 AW6540
 AW6540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6540
 AW6540.The geoid height was determined by GEOID03.
 AW6540
 AW6540;                    North         East     Units Scale Factor Converg.
 AW6540;SPC TXSC     - 4,205,475.000   952,752.496   MT  0.99987716   +1 47 06.6
 AW6540;SPC TXSC     -13,797,462.56  3,125,822.15   sFT  0.99987716   +1 47 06.6
 AW6540;UTM  15      - 3,280,967.636   271,902.490   MT  1.00024200   -1 09 56.3
 AW6540
 AW6540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6540!SPC TXSC     -   1.00000207  x   0.99987716  =   0.99987923
 AW6540!UTM  15      -   1.00000207  x   1.00024200  =   1.00024407
 AW6540
 AW6540|---------------------------------------------------------------------|
 AW6540| PID    Reference Object                     Distance      Geod. Az  |
 AW6540|                                                           dddmmss.s |
 AW6540| AW6557 CHOCOLATE 2 HLPCO 2                  25.386 METERS 03728     |
 AW6540| CV7030 CHOCOLATE 2 RM 3                     26.980 METERS 16417     |
 AW6540| CV7029 CHOCOLATE 2 AZ MK                                  1734132.5 |
 AW6540| CV7031 CHOCOLATE 2 RM 4                     26.839 METERS 27831     |
 AW6540| AW6542 HOUSTON CLOVERLAND WATER TANK       APPROX. 0.9 KM 3351216.0 |
 AW6540|---------------------------------------------------------------------|
 AW6540
 AW6540                          SUPERSEDED SURVEY CONTROL
 AW6540
 AW6540  NAD 83(1986)-  29 38 15.95757(N)    095 21 22.06295(W) AD(       ) 1
 AW6540  NAD 27      -  29 38 15.12305(N)    095 21 21.28348(W) AD(       ) 1
 AW6540
 AW6540.Superseded values are not recommended for survey control.
 AW6540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6540.See file dsdata.txt to determine how the superseded data were derived.
 AW6540
 AW6540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7190280968(NAD 83)
 AW6540_MARKER: DS = TRIANGULATION STATION DISK
 AW6540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6540_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6540
 AW6540  HISTORY     - Date     Condition        Report By
 AW6540  HISTORY     - 1968     MONUMENTED       HLPCO
 AW6540  HISTORY     - 1978     GOOD             NGS
 AW6540  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW6540
 AW6540                          STATION DESCRIPTION
 AW6540
 AW6540'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1968 (JLC)
 AW6540'THE STATION IS LOCATED IN AN AREA KNOWN AS CLOVERLAND IN THE
 AW6540'SOUTH PART OF HOUSTON AND AT THE NORTH SIDE OF THE CITY OF HOUSTON
 AW6540'FIRE STATION 55, WHICH IS LOCATED AT 11212 CULLEN ROAD.
 AW6540'
 AW6540'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON CULLEN ROAD
 AW6540'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 AW6540'
 AW6540'THE STATION MARK IS A STANDARD DISK STAMPED CHOCOLATE HLPCO 2
 AW6540'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6540'WHICH IS FLUSH WITH THE GROUND.  IT IS 86 FEET WEST OF THE CENTER
 AW6540'OF CULLEN ROAD.  71.7 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 AW6540'LEADING TO THE FIRE STATION, 30.6 FEET EAST OF THE NORTHWEST
 AW6540'CORNER OF THE FIRE STATION, 28.5 FEET NORTH OF THE NORTHEAST
 AW6540'CORNER OF THE FIRE STATION AND 14 FEET SOUTH OF A CHAIN LINK
 AW6540'FENCE.
 AW6540'
 AW6540'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CHOCOLATE HLPCO 2
 AW6540'NO 3 1968, SET IN A DRILLED HOLE IN THE CENTER OF THE SOUTH EDGE
 AW6540'OF THE CONCRETE DRIVEWAY LEADING TO THE FIRE STATION.  IT IS
 AW6540'64 FEET WEST OF THE CENTER OF CULLEN ROAD, 54 FEET NORTHWEST OF
 AW6540'A POWER POLE WITH 7 TRANSFORMERS, 32.3 FEET SOUTH OF THE NORTH
 AW6540'EDGE OF THE DRIVEWAY LEADING TO THE FIRE STATION, 25.2 FEET EAST
 AW6540'OF THE SOUTHEAST CORNER OF THE FIRE STATION AND 0.6 FOOT NORTH OF
 AW6540'THE SOUTH EDGE OF THE DRIVEWAY.
 AW6540'
 AW6540'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CHOCOLATE HLPCO 2
 AW6540'NO 4 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW6540'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 43.7 FEET NORTHWEST
 AW6540'OF THE FIRE STATION RADIO ANTENNA POLE, 38 FEET NORTHEAST OF A
 AW6540'POWER POLE WITH 2 TRANSFORMERS, 42 FEET EAST OF THE NORTHWEST
 AW6540'CORNER OF THE CHAIN LINK FENCE WHICH BOUNDS THE FIRE STATION
 AW6540'PROPERTY AND 1 FOOT SOUTH OF THE CHAIN LINK FENCE.
 AW6540'
 AW6540'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHOCOLATE HLPCO 2
 AW6540'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6540'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 38 FEET EAST OF
 AW6540'THE CENTER OF CULLEN ROAD, 3.6 FEET NORTH OF A POWER POLE, 1.9
 AW6540'FEET SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT WEST OF A BARBED
 AW6540'WIRE FENCE.
 AW6540'
 AW6540'TO REACH 5452 0715 (H.C.S.) FROM THE STATION, GO NORTH ON CULLEN ROAD
 AW6540'FOR 0.7 MILE TO THE MARK ON THE LEFT AT THE SOUTH END OF THE
 AW6540'MEDIAN, AT THE SOUTH END OF THE BRIDGE OVER CHOCOLATE BAYOU.  THE
 AW6540'MARK IS A STANDARD CITY OF HOUSTON SURVEY STATION DISK CEMENTED
 AW6540'IN A DRILLED HOLE AND STAMPED 5452 0715.  IT IS 78 FEET SOUTH OF
 AW6540'THE SOUTH END OF THE BRIDGE OVER CHOCOLATE BAYOU, 60 FEET
 AW6540'NORTHWEST OF THE INTERSECTION OF AIRPORT BOULEVARD AND CULLEN
 AW6540'ROAD, 19 FEET EAST OF THE CENTER OF THE SOUTHBOUND LANE OF
 AW6540'CULLEN ROAD, 19 FEET WEST OF THE NORTHBOUND LANE OF CULLEN ROAD, 8
 AW6540'FEET NORTH OF THE SOUTH END OF THE MEDIAN, 4.5 FEET EAST OF THE
 AW6540'WEST EDGE OF THE MEDIAN, 4.7 FEET WEST OF THE EAST EDGE OF THE
 AW6540'MEDIAN AND 0.6 FOOT SOUTH OF A REFERENCE NAIL, DRIVEN IN THE
 AW6540'PAVEMENT.
 AW6540'
 AW6540'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AW6540
 AW6540                          STATION RECOVERY (1978)
 AW6540
 AW6540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW6540'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 AW6540'RECOVERED.  THE STATION MARK IS GOING TO BE DESTROYED DUE TO
 AW6540'CONSTRUCTION AT THE FIRE STATION.  THE AZIMUTH MARK WAS FOUND
 AW6540'TILTED.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS COULD
 AW6540'NOT BE VERIFIED DUE TO INSUFFICIENT INFORMATION.  A NEW STATION
 AW6540'MARK AND AN AZIMUTH MARK WERE ESTABLISHED.  FOR ADDITIONAL
 AW6540'INFORMATION SEE DESCRIPTION FOR CHOCOLATE 2 HL AND P 2 1978.
 AW6540'
 AW6540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HOUSTON.
 AW6540'
 AW6540'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AW6540
 AW6540                          STATION RECOVERY (1995)
 AW6540
 AW6540'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6557 ***********************************************************************
 AW6557  DESIGNATION -  CHOCOLATE 2 HLPCO 2
 AW6557  PID         -  AW6557
 AW6557  STATE/COUNTY-  TX/HARRIS
 AW6557  USGS QUAD   -  PARK PLACE (1995)
 AW6557
 AW6557                         *CURRENT SURVEY CONTROL
 AW6557  ___________________________________________________________________
 AW6557* NAD 83(1993)-  29 38 16.59785(N)    095 21 21.50821(W)     ADJUSTED  
 AW6557* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AW6557  ___________________________________________________________________
 AW6557  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW6557  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6557
 AW6557  HORZ ORDER  -  THIRD
 AW6557
 AW6557.The horizontal coordinates were established by classical geodetic methods
 AW6557.and adjusted by the National Geodetic Survey in February 1996..
 AW6557.No horizontal observational check was made to the station.
 AW6557
 AW6557.The orthometric height was scaled from a topographic map.
 AW6557
 AW6557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6557
 AW6557.The geoid height was determined by GEOID03.
 AW6557
 AW6557;                    North         East     Units Scale Factor Converg.
 AW6557;SPC TXSC     - 4,205,495.617   952,767.302   MT  0.99987718   +1 47 06.9
 AW6557;SPC TXSC     -13,797,530.20  3,125,870.72   sFT  0.99987718   +1 47 06.9
 AW6557;UTM  15      - 3,280,987.471   271,918.344   MT  1.00024191   -1 09 56.1
 AW6557
 AW6557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6557!SPC TXSC     -   1.00000113  x   0.99987718  =   0.99987831
 AW6557!UTM  15      -   1.00000113  x   1.00024191  =   1.00024304
 AW6557
 AW6557:                Primary Azimuth Mark                     Grid Az
 AW6557:SPC TXSC     -  HOUSTON KCY 917 RAD MAST                 068 12 39.0
 AW6557:UTM  15      -  HOUSTON KCY 917 RAD MAST                 071 09 42.0
 AW6557
 AW6557|---------------------------------------------------------------------|
 AW6557| PID    Reference Object                     Distance      Geod. Az  |
 AW6557|                                                           dddmmss.s |
 AW6557| AW6538 HOUSTON KCY 917 RAD MAST            APPROX. 1.3 KM 0695945.9 |
 AW6557| AW6558 CHOCOLATE 2 HL P 2 AZ MK PTA        462.066 METERS 1760255.5 |
 AW6557| AW6559 CHOCOLATE 2 HLPCO 2 AZ MK           456.327 METERS 1760303.5 |
 AW6557| AW6540 CHOCOLATE 2                          25.386 METERS 21728     |
 AW6557|---------------------------------------------------------------------|
 AW6557
 AW6557                          SUPERSEDED SURVEY CONTROL
 AW6557
 AW6557  NAD 83(1986)-  29 38 16.61196(N)    095 21 21.48885(W) AD(       ) 3
 AW6557  NAD 27      -  29 38 15.77747(N)    095 21 20.70940(W) AD(       ) 3
 AW6557
 AW6557.Superseded values are not recommended for survey control.
 AW6557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6557.See file dsdata.txt to determine how the superseded data were derived.
 AW6557
 AW6557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7191880987(NAD 83)
 AW6557_MARKER: DD = SURVEY DISK
 AW6557_SETTING: 0 = UNSPECIFIED SETTING
 AW6557
 AW6557  HISTORY     - Date     Condition        Report By
 AW6557  HISTORY     - 1978     MONUMENTED       HLPCO
 AW6557  HISTORY     - 19950624 GOOD             USPSQD
 AW6557
 AW6557                          STATION DESCRIPTION
 AW6557
 AW6557'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1978 (JRS)
 AW6557'THE STATION IS IN THE SOUTH PART OF HOUSTON, NEAR HOUSTON FIRE
 AW6557'STATION 55 WHICH IS LOCATED AT 11212 CULLEN BOULEVARD.
 AW6557'
 AW6557'STATION MARK IS A STANDARD DISK, STAMPED CHOCOLATE 2 HLPCO 2 1978,
 AW6557'CEMENTED IN A DRILL HOLE IN A CONCRETE CATCH BASIN.  IT IS 107 FEET
 AW6557'NORTHEAST OF THE NORTHEAST CORNER OF FIRE STATION 55, 65 FEET SOUTH
 AW6557'OF A POWER LINE POLE AND 15 FEET WEST OF THE CENTER OF THE SOUTH
 AW6557'BOUND LANE OF CULLEN BOULEVARD.  THERE IS NO UNDERGROUND DISK.
 AW6557'
 AW6557'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CHOCOLATE HLPCO 2
 AW6557'1968, CEMENTED IN A DRILL HOLE IN A CONCRETE RAMP FOR THE FIRE
 AW6557'STATION.  IT IS 54 FEET NORTHWEST OF A POWER LINE POLE, 46 FEET
 AW6557'WEST OF THE CENTER OF THE SOUTH BOUND LANE LANE OF CULLEN
 AW6557'BOULEVARD, 25 FEET EAST OF THE SOUTHEAST CORNER OF THE FIRE STATION
 AW6557'AND ABOUT THE SAME ELEVATION AS THE STATION.
 AW6557'
 AW6557'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CHOCOLATE HLPCO 2
 AW6557'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 AW6557'FLUSH WITH THE GROUND.  IT IS 21 FEET NORTHWEST OF A SMALL RADIO
 AW6557'TOWER, 16 FEET EAST OF A NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF
 AW6557'AN EAST-WEST FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AW6557'
 AW6557'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHOCOLATE 2 HLPCO 2
 AW6557'1978, CEMENTED IN A DRILL HOLE IN A CONCRETE CATCH BASIN.  IT IS 15
 AW6557'FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF CULLEN
 AW6557'BOULEVARD, 9 FEET WEST OF A FENCE CORNER POST AND 9 FEET NORTHWEST
 AW6557'OF A TELEPHONE LINE POLE.
 AW6557'
 AW6557'NEAREST TOWN--IN HOUSTON.
 AW6557'
 AW6557'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 AW6557
 AW6557                          STATION RECOVERY (1995)
 AW6557
 AW6557'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6559 ***********************************************************************
 AW6559  DESIGNATION -  CHOCOLATE 2 HLPCO 2 AZ MK
 AW6559  PID         -  AW6559
 AW6559  STATE/COUNTY-  TX/HARRIS
 AW6559  USGS QUAD   -  PARK PLACE (1995)
 AW6559
 AW6559                         *CURRENT SURVEY CONTROL
 AW6559  ___________________________________________________________________
 AW6559* NAD 83(1993)-  29 38 01.81273(N)    095 21 20.33991(W)     ADJUSTED  
 AW6559* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AW6559  ___________________________________________________________________
 AW6559  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6559  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6559
 AW6559  HORZ ORDER  -  THIRD
 AW6559
 AW6559.The horizontal coordinates were established by classical geodetic methods
 AW6559.and adjusted by the National Geodetic Survey in February 1996..
 AW6559.No horizontal observational check was made to the station.
 AW6559
 AW6559.The orthometric height was scaled from a topographic map.
 AW6559
 AW6559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6559
 AW6559.The geoid height was determined by GEOID03.
 AW6559
 AW6559;                    North         East     Units Scale Factor Converg.
 AW6559;SPC TXSC     - 4,205,041.630   952,812.890   MT  0.99987680   +1 47 07.5
 AW6559;SPC TXSC     -13,796,040.75  3,126,020.29   sFT  0.99987680   +1 47 07.5
 AW6559;UTM  15      - 3,280,531.573   271,940.509   MT  1.00024179   -1 09 55.0
 AW6559
 AW6559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6559!SPC TXSC     -   1.00000113  x   0.99987680  =   0.99987793
 AW6559!UTM  15      -   1.00000113  x   1.00024179  =   1.00024292
 AW6559
 AW6559                          SUPERSEDED SURVEY CONTROL
 AW6559
 AW6559  NAD 83(1986)-  29 38 01.82684(N)    095 21 20.32055(W) AD(       ) 3
 AW6559  NAD 27      -  29 38 00.99099(N)    095 21 19.55583(W) AD(       ) 3
 AW6559
 AW6559.Superseded values are not recommended for survey control.
 AW6559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6559.See file dsdata.txt to determine how the superseded data were derived.
 AW6559
 AW6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7194180532(NAD 83)
 AW6559_MARKER: DD = SURVEY DISK
 AW6559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6559+STABILITY: SURFACE MOTION
 AW6559
 AW6559  HISTORY     - Date     Condition        Report By
 AW6559  HISTORY     - 1968     MONUMENTED       HLPCO
 AW6559  HISTORY     - 19950624 GOOD             USPSQD
 AW6559
 AW6559                          STATION DESCRIPTION
 AW6559
 AW6559'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1968 (JLC)
 AW6559'STATION CHOCOLATE 2 HLPCO IS LOCATED IN AN AREA KNOWN AS CLOVERLAND,
 AW6559'IN THE SOUTH PART OF HOUSTON AND AT THE NORTH SIDE OF THE CITY OF
 AW6559'HOUSTON FIRE STATION 55, WHICH IS LOCATED AT 11212 CULLEN ROAD.
 AW6559'
 AW6559'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON CULLEN ROAD
 AW6559'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 AW6559'
 AW6559'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHOCOLATE HLPCO 2
 AW6559'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6559'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 38 FEET EAST OF
 AW6559'THE CENTER OF CULLEN ROAD, 3.6 FEET NORTH OF A POWER POLE, 1.9 FEET
 AW6559'SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT WEST OF A BARBED
 AW6559'WIRE FENCE.
 AW6559'
 AW6559'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AW6559
 AW6559                          STATION RECOVERY (1995)
 AW6559
 AW6559'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0887 ***********************************************************************
 BP0887  DESIGNATION -  CHOCOTARI
 BP0887  PID         -  BP0887
 BP0887  STATE/COUNTY-  TX/PECOS
 BP0887  USGS QUAD   -  BELDING NE (1970)
 BP0887
 BP0887                         *CURRENT SURVEY CONTROL
 BP0887  ___________________________________________________________________
 BP0887* NAD 83(1993)-  30 55 34.64466(N)    103 04 31.39543(W)     ADJUSTED  
 BP0887* NAVD 88     -       955.     (meters)    3133.     (feet)  SCALED    
 BP0887  ___________________________________________________________________
 BP0887  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BP0887  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 BP0887
 BP0887  HORZ ORDER  -  SECOND
 BP0887
 BP0887.The horizontal coordinates were established by classical geodetic methods
 BP0887.and adjusted by the National Geodetic Survey in February 1996..
 BP0887
 BP0887.The orthometric height was scaled from a topographic map.
 BP0887
 BP0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0887
 BP0887.The geoid height was determined by GEOID03.
 BP0887
 BP0887;                    North         East     Units Scale Factor Converg.
 BP0887;SPC TX C     - 3,142,864.971   437,978.217   MT  0.99988260   -1 24 44.3
 BP0887;SPC TX C     -10,311,216.16  1,436,933.53   sFT  0.99988260   -1 24 44.3
 BP0887;UTM  13      - 3,423,020.770   683,892.774   MT  1.00001715   +0 59 21.9
 BP0887
 BP0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0887!SPC TX C     -   0.99985368  x   0.99988260  =   0.99973630
 BP0887!UTM  13      -   0.99985368  x   1.00001715  =   0.99987083
 BP0887
 BP0887|---------------------------------------------------------------------|
 BP0887| PID    Reference Object                     Distance      Geod. Az  |
 BP0887|                                                           dddmmss.s |
 BP0887| CH8603 CHOCOTARI RM 1                       23.160 METERS 05444     |
 BP0887| CH8604 CHOCOTARI RM 2                       27.712 METERS 17444     |
 BP0887| BP0886 COY                                 APPROX. 5.1 KM 2494827.0 |
 BP0887|---------------------------------------------------------------------|
 BP0887
 BP0887                          SUPERSEDED SURVEY CONTROL
 BP0887
 BP0887  NAD 83(1986)-  30 55 34.64851(N)    103 04 31.39053(W) AD(       ) 2
 BP0887  NAD 27      -  30 55 34.09400(N)    103 04 29.80700(W) AD(       ) 2
 BP0887
 BP0887.Superseded values are not recommended for survey control.
 BP0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0887.See file dsdata.txt to determine how the superseded data were derived.
 BP0887
 BP0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ8389323021(NAD 83)
 BP0887_MARKER: DS = TRIANGULATION STATION DISK
 BP0887_SETTING: 80 = SET IN A BOULDER
 BP0887_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BP0887_STAMPING: CHOCHOTARI 1943
 BP0887_MARK LOGO: CGS   
 BP0887_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BP0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0887+STABILITY: SURFACE MOTION
 BP0887
 BP0887  HISTORY     - Date     Condition        Report By
 BP0887  HISTORY     - 1943     MONUMENTED       CGS
 BP0887  HISTORY     - 1970     GOOD             USGS
 BP0887  HISTORY     - 19821010 GOOD             NGS
 BP0887
 BP0887                          STATION DESCRIPTION
 BP0887
 BP0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0887'STATION IS ABOUT 11.0 MILES WEST AND 2-1/2 MILES NORTH OF FT.
 BP0887'STOCKTON.  1-1/2 MILES NORTH OF HIGHWAY U.S. 290, ON SUMMIT OF
 BP0887'LOW DOME SHAPED HILL LYING JUST EAST OF CHOCOTARI DRAW.  THE
 BP0887'LAND IS OWNED BY MR. BAKER.
 BP0887'
 BP0887'TO REACH FROM THE JUNCTION OF HIGHWAYS U.S. 290 AND U.S. 285
 BP0887'1.0 MILE WEST OF FT. STOCKTON--GO WEST ON U.S. 290 FOR 10.3
 BP0887'MILES TO A RED BOARD GATE ON RIGHT.  GO THROUGH GATE AND
 BP0887'CONTINUE NORTH ON WEST SIDE OF NORTH AND SOUTH FENCE LINE FOR
 BP0887'1.1 MILES TO A FORK.  TAKE LEFT FORK FOR 0.6 MILE TO TOP OF
 BP0887'RIDGE.  FROM HERE GO NORTH ACROSS COUNTRY 0.3 MILES TO TOP
 BP0887'OF HILL AND STATION.
 BP0887'
 BP0887'STATION IS ON HIGHEST POINT OF KNOLL ABOUT 1/2 MILE SOUTH OF
 BP0887'WINDMILL AND DIRT TANK.  100 FEET SOUTH OF CREST OF KNOLL.
 BP0887'
 BP0887'A STANDARD TRIANGULATION DISK SET IN A BURIED BOULDER.  STAMPED
 BP0887'CHOCOTARI 1943.
 BP0887'
 BP0887'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  A STANDARD
 BP0887'REFERENCE DISK SET IN A BURIED BOULDER.  CHOCOTARI NO 1 1943.
 BP0887'
 BP0887'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  A STANDARD
 BP0887'REFERENCE MARK SET IN A BURIED BOULDER.  STAMPED CHOCOTARI
 BP0887'NO 2 1943.
 BP0887'
 BP0887'STATION LEON SERVES AS AN AZIMUTH MARK.
 BP0887'
 BP0887'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BP0887
 BP0887                          STATION RECOVERY (1970)
 BP0887
 BP0887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BP0887'STATION IS ABOUT 11.0 MILES WEST AND 2-1/2 MILES NORTH OF
 BP0887'FORT STOCKTON, 1-1/2 MILES N. OF U.S. HWY 290, ON SUMMIT OF
 BP0887'LOW DOME-SHAPED HILL.  LAND BELONGS TO FIRESTONE TEST CENTER.
 BP0887'
 BP0887'TO REACH FROM THE JUNCTION OF HIGHWAYS U.S. 285 AND 290 IN THE
 BP0887'WEST END OF FORT STOCKTON, 1.1 MILES WEST OF THE DEPOT GO WEST
 BP0887'ON U.S. 290 FOR ABOUT 11.3 MILES TO ROAD FORK NORTH TO FIRESTONE
 BP0887'TEST CENTER, THEN 0.8 MILE NORTH TO OPERATIONS BLDG., THENCE
 BP0887'OVER THE OVERPASS OVER THE MAIN TEST TRACK AND ABOUT 1.2 MILES
 BP0887'STRAIGHT EAST ON THE N. TRACK OF THE SMALL GRAVEL ROAD TEST
 BP0887'TRACK WHICH IS INSIDE THE OVAL OF THE MAIN TRACK, TO WHERE
 BP0887'IT BEGINS TO CURVE TO THE SOUTHEASTERLY, TO A DIM ROAD LEADING
 BP0887'N. TO A SMALL HILL.  GO N. 0.3 MILE TO THE HIGH POINT OF THE
 BP0887'HILL.  STATION IS ON THE N. END OF THE HILL, 280 FEET N. OF
 BP0887'THE N. END OF AN OLD GRAVEL PIT AND 25 FEET WEST OF THE OLD
 BP0887'ROAD.
 BP0887
 BP0887                          STATION RECOVERY (1982)
 BP0887
 BP0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BP0887'THE STATION AND REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 BP0887'REFERENCE MARK 2 HAS BEEN DESTROYED.  A NEW REFERENCE MARK 3 WAS SET
 BP0887'IN THE SAME DRILL HOLE AT THIS TIME.  THERE IS NO AZIMUTH MARK BUT
 BP0887'STATION---COY 2---CAN BE USED AS AN AZIMUTH MARK.  THE STATION IS
 BP0887'LOCATED 17.6 KM (10.95 MI) WEST-NORTHWEST OF FORT STOCKTON OF THE
 BP0887'HIGHEST PART OF A BRUSH COVERED HILL, 1.44 KM (0.90 MI) NORTH OF
 BP0887'INTERSTATE HIGHWAY 10 AND ON THE TIRE TEST FACILITY OF THE FIRESTONE
 BP0887'TIRE COMPANY.  IT IS LOCATED NEAR THE SOUTHEAST END OF A TEST TRACK.
 BP0887'NO ADMITTANCE CAN BE GAINED WITHOUT CHECKING IN AT THE OFFICE.  TO
 BP0887'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S HIGHWAY 67,
 BP0887'16.0 KM (9.95 MI) WEST OF FORT STOCKTON, GO WEST ON I-10 FOR 3.76 KM
 BP0887'(2.35 MI) TO FIRESTONE ROAD.  TURN RIGHT AND GO NORTH ON FIRESTONE
 BP0887'ROAD FOR 0.24 KM (0.15 MI) TO A GUARD SHACK.  CONTINUE NORTH ON
 BP0887'FIRESTONE ROAD FOR 1.20 KM (0.75 MI) TO THE OFFICE OF THE TEST
 BP0887'FACILITY.  FROM HERE AN ESCORT WILL BE PROVIDED.  THE STATION IS 1.6
 BP0887'KM (1.00 MI) EAST-NORTHEAST FROM THE OFFICE.  STATION MARK,
 BP0887'STAMPED---CHOCHOTARI 1943---, IS A STANDARD CGS DISK SET IN A DRILL
 BP0887'HOLE IN AN EXPOSED BOULDER.  IT IS 5.49 METERS (18.01 FT) EAST OF A
 BP0887'BLADED TRAIL THAT RUNS NORTHWEST-SOUTHEAST AND 0.91 METERS (2.99 FT)
 BP0887'NORTHWEST OF A WITNESS POST.  REFERENCE MARK 1, STAMPED---CHOCHOTARI
 BP0887'NO 1 1943---, IS A STANDARD CGS DISK SET IN A DRILL HOLE IN AN EXPOSED
 BP0887'BOULDER.  IT IS 28.65 METERS (94.00 FT) EAST OF THE CENTER OF THE
 BP0887'BLADED TRAIL AND ON THE EASTERN SLOPE OF THE HILL.  REFERENCE MARK 3,
 BP0887'STAMPED---CHOCHOTARI NO 3 1982---, IS A STANDARD NGS DISK SET IN A
 BP0887'DRILL HOLE IN AN EXPOSED BOULDER.  IT IS 10.97 METERS (35.99 FT) WEST
 BP0887'OF THE CENTER OF A BLADED TRAIL AND IN THE CENTER OF A
 BP0887'NORTHEAST-SOUTHWEST BLADED TRAIL.  NO MEASUREMENT WAS MADE BETWEEN THE
 BP0887'REFERENCE MARKS BECAUSE OF THE BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1236 ***********************************************************************
 DN1236  DESIGNATION -  CHOCTAW
 DN1236  PID         -  DN1236
 DN1236  STATE/COUNTY-  TX/GRAYSON
 DN1236  USGS QUAD   -  HOWE (1974)
 DN1236
 DN1236                         *CURRENT SURVEY CONTROL
 DN1236  ___________________________________________________________________
 DN1236* NAD 83(1993)-  33 33 26.98642(N)    096 36 18.00196(W)     ADJUSTED  
 DN1236* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 DN1236  ___________________________________________________________________
 DN1236  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 DN1236  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DN1236
 DN1236  HORZ ORDER  -  SECOND
 DN1236
 DN1236.The horizontal coordinates were established by classical geodetic methods
 DN1236.and adjusted by the National Geodetic Survey in February 1996..
 DN1236
 DN1236.The orthometric height was scaled from a topographic map.
 DN1236
 DN1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1236
 DN1236.The geoid height was determined by GEOID03.
 DN1236
 DN1236;                    North         East     Units Scale Factor Converg.
 DN1236;SPC TXNC     - 2,211,264.278   775,946.551   MT  0.99991149   +1 02 00.7
 DN1236;SPC TXNC     - 7,254,789.55  2,545,751.31   sFT  0.99991149   +1 02 00.7
 DN1236;UTM  14      - 3,715,663.412   722,338.620   MT  1.00020949   +1 19 28.0
 DN1236
 DN1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1236!SPC TXNC     -   0.99996589  x   0.99991149  =   0.99987739
 DN1236!UTM  14      -   0.99996589  x   1.00020949  =   1.00017538
 DN1236
 DN1236:                Primary Azimuth Mark                     Grid Az
 DN1236:SPC TXNC     -  SHERMAN DENISON RAD KRRV N MST           003 45 30.3
 DN1236:UTM  14      -  SHERMAN DENISON RAD KRRV N MST           003 28 03.0
 DN1236
 DN1236|---------------------------------------------------------------------|
 DN1236| PID    Reference Object                     Distance      Geod. Az  |
 DN1236|                                                           dddmmss.s |
 DN1236| DN1220 SHERMAN DENISON RAD KRRV N MST      APPROX.12.7 KM 0044731.0 |
 DN1236| CX9217 CHOCTAW RM 1                          9.834 METERS 01108     |
 DN1236| DN1237 CHOCTAW 1957 AZ MK                  410.818 METERS 0152643.0 |
 DN1236| CX9218 CHOCTAW RM 2                         26.132 METERS 19113     |
 DN1236| DN1234 CHOCTAW 2                            89.909 METERS 27651     |
 DN1236| DN1230 SHERMAN MFG CO E WATER TANK         APPROX. 6.6 KM 3580109.4 |
 DN1236|---------------------------------------------------------------------|
 DN1236
 DN1236                          SUPERSEDED SURVEY CONTROL
 DN1236
 DN1236  NAD 83(1993)-  33 33 26.98947(N)    096 36 17.99837(W) AD(       ) 2
 DN1236  NAD 83(1986)-  33 33 26.99304(N)    096 36 17.99436(W) AD(       ) 2
 DN1236  NAD 27      -  33 33 26.60080(N)    096 36 17.02930(W) AD(       ) 2
 DN1236
 DN1236.Superseded values are not recommended for survey control.
 DN1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1236.See file dsdata.txt to determine how the superseded data were derived.
 DN1236
 DN1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2233915663(NAD 83)
 DN1236_MARKER: DS = TRIANGULATION STATION DISK
 DN1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1236
 DN1236  HISTORY     - Date     Condition        Report By
 DN1236  HISTORY     - 1957     MONUMENTED       CGS
 DN1236  HISTORY     - 1958     GOOD             CGS
 DN1236  HISTORY     - 1961     SEE DESCRIPTION  CGS
 DN1236
 DN1236                          STATION DESCRIPTION
 DN1236
 DN1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1236'THE STATION IS LOCATED ON THE WEST EDGE OF U.S. HIGHWAY 75
 DN1236'ABOUT 5.3 MILES SOUTH OF THE CENTER OF SHERMAN, AND ABOUT
 DN1236'3.5 MILES NORTH OF HOWE.  IT IS 48 FEET WEST OF THE CENTER
 DN1236'OF U.S. HIGHWAY 75 AND 70 FEET NORTH OF A WITNESS POST.  IT
 DN1236'IS STAMPED CHOCTAW 1957 AND PROJECTS 4 INCHES.
 DN1236'
 DN1236'REFERENCE MARK NO. 1 IS 48 FEET WEST OF THE CENTER OF U.S.
 DN1236'HIGHWAY 75.  IT IS STAMPED CHOCTAW NO 1 1957 AND PROJECTS
 DN1236'8 INCHES.
 DN1236'
 DN1236'REFERENCE MARK NO. 2 IS 48 FEET WEST OF THE CENTER OF U.S.
 DN1236'HIGHWAY 75, 15 FEET SOUTH OF A WITNESS POST AND 10 FEET SOUTH
 DN1236'OF A POWERLINE POLE.  IT IS STAMPED CHOCTAW NO 2 1957 AND
 DN1236'PROJECTS 6 INCHES.
 DN1236'
 DN1236'THE AZIMUTH MARK IS 50 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 DN1236'75, 2 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT SOUTHEAST
 DN1236'OF A WITNESS POST.  IT IS STAMPED CHOCTAW 1957 AND PROJECTS
 DN1236'2 INCHES.
 DN1236'
 DN1236'TO REACH THE STATION FROM THE POST OFFICE IN HOWE GO WEST
 DN1236'FOR 50 YARDS TO U.S. HIGHWAY 75, TURN RIGHT, AND GO NORTH
 DN1236'FOR 3.4 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 DN1236'
 DN1236'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH FOR
 DN1236'0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 DN1236
 DN1236                          STATION RECOVERY (1958)
 DN1236
 DN1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1236'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 DN1236'AZIMUTH MARKS WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1236'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1236
 DN1236                          STATION RECOVERY (1961)
 DN1236
 DN1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 DN1236'THE STATION MARKS, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH
 DN1236'MARK WERE RECOVERED IN GOOD CONDITION.
 DN1236'
 DN1236'BY REQUEST OF THE TEXAS HIGHWAY DEPARTMENT, SHERMAN, TEXAS.
 DN1236'A NEW TRIANGULATION STATION CHOCTAW 2 AND REFERENCE MARKS NOS.
 DN1236'3 AND 4 WERE ESTABLISHED ON THE NEW RIGHT-OF-WAY ALONG U.S.
 DN1236'HIGHWAY 75 DUE TO HIGHWAY CONSTRUCTION AT THE STATION AREA.
 DN1236'
 DN1236'A TRAVERSE CONNECTION WAS MADE FROM CHOCTAW TO CHOCTAW 2.
 DN1236'DISTANCE BEING 89.930 METERS, (295.05 FEET) WEST FROM
 DN1236'TRIANGULATION CHOCTAW TO CHOCTAW 2.  THE SURFACE STATION
 DN1236'MARK, REFERENCE MARKS NOS. 1 AND 2 WERE THEN DESTROYED.
 DN1236'THE CHOCTAW AZIMUTH MARK 1957 WAS USED FOR THE AZIMUTH MARK TO
 DN1236'CHOCTAW 2.
 DN1236'
 DN1236'NOTE--THE UNDERGROUND STATION MARK FOR CHOCTAW WILL PROBABLY
 DN1236'BE DESTROYED WHEN THE NEW ROAD BED IS LAYED FOR THE NEW HIGHWAY.
 DN1236'STATION WAS DESTROYED 7/21/61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1234 ***********************************************************************
 DN1234  DESIGNATION -  CHOCTAW 2
 DN1234  PID         -  DN1234
 DN1234  STATE/COUNTY-  TX/GRAYSON
 DN1234  USGS QUAD   -  HOWE (1974)
 DN1234
 DN1234                         *CURRENT SURVEY CONTROL
 DN1234  ___________________________________________________________________
 DN1234* NAD 83(1993)-  33 33 27.33484(N)    096 36 21.46260(W)     ADJUSTED  
 DN1234* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 DN1234  ___________________________________________________________________
 DN1234  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DN1234  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 DN1234
 DN1234  HORZ ORDER  -  THIRD
 DN1234
 DN1234.The horizontal coordinates were established by classical geodetic methods
 DN1234.and adjusted by the National Geodetic Survey in February 1996..
 DN1234.No horizontal observational check was made to the station.
 DN1234
 DN1234.The orthometric height was scaled from a topographic map.
 DN1234
 DN1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1234
 DN1234.The geoid height was determined by GEOID03.
 DN1234
 DN1234;                    North         East     Units Scale Factor Converg.
 DN1234;SPC TXNC     - 2,211,273.400   775,857.114   MT  0.99991150   +1 01 58.8
 DN1234;SPC TXNC     - 7,254,819.48  2,545,457.88   sFT  0.99991150   +1 01 58.8
 DN1234;UTM  14      - 3,715,672.083   722,249.111   MT  1.00020900   +1 19 26.1
 DN1234
 DN1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1234!SPC TXNC     -   0.99996589  x   0.99991150  =   0.99987740
 DN1234!UTM  14      -   0.99996589  x   1.00020900  =   1.00017489
 DN1234
 DN1234|---------------------------------------------------------------------|
 DN1234| PID    Reference Object                     Distance      Geod. Az  |
 DN1234|                                                           dddmmss.s |
 DN1234| CX9219 CHOCTAW 2 RM 3                       18.167 METERS 01118     |
 DN1234| DN1237 CHOCTAW 1957 AZ MK                  433.459 METERS 0271647.9 |
 DN1234| DN1236 CHOCTAW                              89.909 METERS 09651     |
 DN1234| CX9220 CHOCTAW 2 RM 4                       15.631 METERS 19024     |
 DN1234|---------------------------------------------------------------------|
 DN1234
 DN1234                          SUPERSEDED SURVEY CONTROL
 DN1234
 DN1234  NAD 83(1993)-  33 33 27.33788(N)    096 36 21.45901(W) AD(       ) 3
 DN1234  NAD 83(1986)-  33 33 27.34144(N)    096 36 21.45499(W) AD(       ) 3
 DN1234  NAD 27      -  33 33 26.94920(N)    096 36 20.49000(W) AD(       ) 3
 DN1234
 DN1234.Superseded values are not recommended for survey control.
 DN1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1234.See file dsdata.txt to determine how the superseded data were derived.
 DN1234
 DN1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2224915672(NAD 83)
 DN1234_MARKER: DS = TRIANGULATION STATION DISK
 DN1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1234
 DN1234  HISTORY     - Date     Condition        Report By
 DN1234  HISTORY     - 1961     MONUMENTED       CGS
 DN1234
 DN1234                          STATION DESCRIPTION
 DN1234
 DN1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WCR)
 DN1234'THE STATION IS ABOUT 5 MILES SOUTH OF SHERMAN, 3-1/2 MILES
 DN1234'NORTH OF HOWE, ON THE WEST RIGHT-OF-WAY U.S. HIGHWAY 75.
 DN1234'
 DN1234'TO REACH THE STATION FROM THE POST OFFICE IN HOWE, GO WEST
 DN1234'FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 75 AND DENNEY
 DN1234'STREET.  TURN RIGHT, GO NORTH ON U.S. HIGHWAY 75 FOR 3.5 MILES
 DN1234'TO THE STATION ON THE RIGHT.  CONTINUE ON U.S. HIGHWAY 75 FOR
 DN1234'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DN1234'
 DN1234'STATION MARKS ARE STANDARD DISKS STAMPED CHOCTAW 2 1961.  THE
 DN1234'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 DN1234'INCHES.  IT IS 296 FEET NORTH OF A LANE, AND 250 FEET EAST
 DN1234'OF A TREE LINE WHICH IS ALONG THE WEST SIDE OF A CULTIVATED
 DN1234'FIELD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 DN1234'OF CONCRETE 48 INCHES BELOW THE SURFACE OF THE GROUND.
 DN1234'
 DN1234'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CHOCTAW 2 NO 3
 DN1234'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 DN1234'IT IS 357 FEET NORTH OF THE LANE, AND 250 FEET EAST OF THE TREE
 DN1234'LINE, ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 75.
 DN1234'
 DN1234'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CHOCTAW 2 NO 4
 DN1234'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 DN1234'INCHES.  IT IS 250 FEET EAST OF THE TREE LINE, AND 246 FEET
 DN1234'NORTH OF THE LANE, ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 75.
 DN1234'
 DN1234'AZIMUTH MARK, A STANDARD DISK STAMPED CHOCTAW 1957, IS SET
 DN1234'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 48
 DN1234'FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY ROAD, 66 FEET
 DN1234'WEST OF A DRIVEWAY, 2 FEET SOUTH OF A TELEPHONE POLE, AND 1.6
 DN1234'FEET SOUTHEAST OF A WOODEN WITNESS POST.
 DN1234'
 DN1234'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0848 ***********************************************************************
 AO0848  CBN         -  This is a Cooperative Base Network Control Station.
 AO0848  DESIGNATION -  CHOKE CANYON
 AO0848  PID         -  AO0848
 AO0848  STATE/COUNTY-  TX/LIVE OAK
 AO0848  USGS QUAD   -  CALLIHAM (1967)
 AO0848
 AO0848                         *CURRENT SURVEY CONTROL
 AO0848  ___________________________________________________________________
 AO0848* NAD 83(1993)-  28 27 42.29741(N)    098 15 31.48305(W)     ADJUSTED  
 AO0848* NAVD 88     -        83.8    (meters)     275.     (feet)  GPS OBS   
 AO0848  ___________________________________________________________________
 AO0848  X           -    -806,065.779 (meters)                     COMP
 AO0848  Y           -  -5,553,369.840 (meters)                     COMP
 AO0848  Z           -   3,021,618.111 (meters)                     COMP
 AO0848  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AO0848  ELLIP HEIGHT-          57.64  (meters)          (10/24/00) GPS OBS
 AO0848  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AO0848
 AO0848  HORZ ORDER  -  B
 AO0848  ELLP ORDER  -  FOURTH    CLASS II
 AO0848
 AO0848.The horizontal coordinates were established by GPS observations
 AO0848.and adjusted by the National Geodetic Survey in May 1994..
 AO0848
 AO0848.The orthometric height was determined by GPS observations and a
 AO0848.high-resolution geoid model.
 AO0848
 AO0848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0848
 AO0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0848
 AO0848.The ellipsoidal height was determined by GPS observations
 AO0848.and is referenced to NAD 83.
 AO0848
 AO0848.The geoid height was determined by GEOID03.
 AO0848
 AO0848;                    North         East     Units Scale Factor Converg.
 AO0848;SPC TXSC     - 4,069,877.913   672,595.985   MT  0.99997842   +0 21 47.3
 AO0848;SPC TXSC     -13,352,591.12  2,206,675.33   sFT  0.99997842   +0 21 47.3
 AO0848;UTM  14      - 3,148,578.155   572,570.112   MT  0.99966499   +0 21 11.8
 AO0848
 AO0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0848!SPC TXSC     -   0.99999095  x   0.99997842  =   0.99996937
 AO0848!UTM  14      -   0.99999095  x   0.99966499  =   0.99965594
 AO0848
 AO0848                          SUPERSEDED SURVEY CONTROL
 AO0848
 AO0848  ELLIP H (05/09/94)   57.79   (m)                       GP(       ) 4 2
 AO0848
 AO0848.Superseded values are not recommended for survey control.
 AO0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0848.See file dsdata.txt to determine how the superseded data were derived.
 AO0848
 AO0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS7257048578(NAD 83)
 AO0848_MARKER: DH = HORIZONTAL CONTROL DISK
 AO0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0848_SP_SET: CONCRETE POST
 AO0848_STAMPING: CHOKE CANYON 1992
 AO0848_MARK LOGO: TXHD  
 AO0848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AO0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0848+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1993
 AO0848
 AO0848  HISTORY     - Date     Condition        Report By
 AO0848  HISTORY     - 1992     MONUMENTED       TXHD
 AO0848  HISTORY     - 19930323 GOOD
 AO0848
 AO0848                          STATION DESCRIPTION
 AO0848
 AO0848'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1992
 AO0848'STATION IS LOCATED ABOUT 7.6 KM (4.70 MI) WEST OF THREE RIVERS, 29.0
 AO0848'KM (18.00 MI) EAST OF TILDEN, OVERLOOKING THE SOUTHEAST SHORE OF
 AO0848'CHOKE CANYON RESERVOIR, AND ON STATE HIGHWAY 72 RIGHT-OF-WAY.
 AO0848'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 AO0848'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 72 IN
 AO0848'THREE RIVERS, GO WEST ON HIGHWAY 72 FOR 6.0 KM (3.70 MI) TO THE
 AO0848'ENTRANCE TO CHOKE CANYON STATE PARK ON THE RIGHT.  CONTINUE ON
 AO0848'HIGHWAY 72 FOR 1.6 KM (1.00 MI) TO A HIGH HILL OVERLOOKING THE LAKE
 AO0848'AND THE STATION ON THE RIGHT.
 AO0848'STATION IS AN ALUMINUM DISK SET IN CONCRETE RECESSED 25 CM WITH A 15
 AO0848'CM DIAMETER PVC SLEEVE WITH LOGO CAP FLUSH WITH THE GROUND.  IT IS
 AO0848'30.5 M (100.1 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 0.9 M
 AO0848'(3.0 FT) SOUTH FROM A FENCE AND A WITNESS SIGN IN THE FENCE AND 0.6 M
 AO0848'(2.0 FT) WEST FROM A 9 CM TAPERED CONCRETE RIGHT-OF-WAY MARKER.
 AO0848
 AO0848                          STATION RECOVERY (1993)
 AO0848
 AO0848'RECOVERED 1993
 AO0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9950 ***********************************************************************
 AG9950  DESIGNATION -  CHOP
 AG9950  PID         -  AG9950
 AG9950  STATE/COUNTY-  TX/TRAVIS
 AG9950  USGS QUAD   -  SIGNAL HILL (1986)
 AG9950
 AG9950                         *CURRENT SURVEY CONTROL
 AG9950  ___________________________________________________________________
 AG9950* NAD 83(1993)-  30 14 34.00055(N)    097 53 35.82046(W)     ADJUSTED  
 AG9950* NAVD 88     -       314.6    (meters)    1032.     (feet)  VERTCON   
 AG9950  ___________________________________________________________________
 AG9950  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 AG9950  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AG9950
 AG9950  HORZ ORDER  -  THIRD
 AG9950
 AG9950.The horizontal coordinates were established by classical geodetic methods
 AG9950.and adjusted by the National Geodetic Survey in July 1998..
 AG9950
 AG9950.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9950
 AG9950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9950
 AG9950.The geoid height was determined by GEOID03.
 AG9950
 AG9950;                    North         East     Units Scale Factor Converg.
 AG9950;SPC TX C     - 3,066,441.755   934,829.987   MT  0.99996873   +1 15 24.4
 AG9950;SPC TX C     -10,060,484.32  3,067,021.38   sFT  0.99996873   +1 15 24.4
 AG9950;UTM  14      - 3,346,205.622   606,482.763   MT  0.99973988   +0 33 26.9
 AG9950
 AG9950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9950!SPC TX C     -   0.99995459  x   0.99996873  =   0.99992332
 AG9950!UTM  14      -   0.99995459  x   0.99973988  =   0.99969448
 AG9950
 AG9950                          SUPERSEDED SURVEY CONTROL
 AG9950
 AG9950  NGVD 29 (07/28/98)  314.5    (m)         1032.     (f) VERT ANG       
 AG9950
 AG9950.Superseded values are not recommended for survey control.
 AG9950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9950.See file dsdata.txt to determine how the superseded data were derived.
 AG9950
 AG9950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0648346206(NAD 83)
 AG9950_MARKER: DS = TRIANGULATION STATION DISK
 AG9950
 AG9950  HISTORY     - Date     Condition        Report By
 AG9950  HISTORY     - 1952     MONUMENTED       USGS
 AG9950
 AG9950                          STATION DESCRIPTION
 AG9950
 AG9950'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AG9950'STATION IS LOCATED APPROXIMATELY 2 MI. (AIRLINE) WNW. OF THE OAK HILL
 AG9950'DISTRICT SCHOOL NO. 45 ON A TIMBERED RIDGE ABOUT 700 YDS. SSW. OF
 AG9950'HIGHWAY 93.
 AG9950'TO REACH STATION FROM THE OAK HILL DISTRICT SCHOOL NO. 45, DRIVE W. ON
 AG9950'HIGHWAY 290 0.9 MI. TO JUNCTION WITH HIGHWAY 93 NEAR THE COMMUNITY OF
 AG9950'OAK HILL.  TAKE THE RIGHT FORK (HIGHWAY 93) AND GO 1.15 MI. TO A
 AG9950'BRIDGE.  CONTINUE STRAIGHT AHEAD 0.5 MI. TO A TRACK RD. ON THE LEFT
 AG9950'LEADING SSW. ALONG WOODED FENCE LINE.  TURN LEFT AND DRIVE 0.15 MI. TO
 AG9950'GATE, PASS THROUGH GATE AND GO ABOUT 150 YDS. TO END OF TRUCK TRAVEL
 AG9950'NEAR WELL.  PACK UP HILL 400 YDS. TO TOP OF RIDGE AND STATION SITE.
 AG9950'REC. BY USGS, 1966--STATION --CHOP-- HAS BEEN DESTROYED.  THE BRONZE
 AG9950'TABLET HAS BEEN REMOVED, BUT THE STONE WITH DRILL HOLE WAS FOUND UNDER
 AG9950'AN OLD WOODEN TOWER.  NEITHER REFERENCE MARKS COULD BE FOUND AS THE
 AG9950'TOP HAS BEEN CLEARED WITH BULLDOZER.
 AG9950'STATION MARK--A STANDARD TABLET STAMPED---CHOP 1952---, CEMENTED IN
 AG9950'SOLID ROCK.
 AG9950'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER IN BLAZED 8-IN. CEDAR
 AG9950'TREE, 51.40 FT. FROM STATION MARK IN TRUE DIRECT. 285 DEGREES 46
 AG9950'MINUTES.
 AG9950'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER IN BLAZED 4-IN. CEDAR
 AG9950'LIMB EXTENDING OUT FROM STUMP, 15.10 FT. FROM STATION MARK IN TRUE
 AG9950'DIRECTION 150 DEGREES 31 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1419 ***********************************************************************
 AE1419  DESIGNATION -  CHORRO
 AE1419  PID         -  AE1419
 AE1419  STATE/COUNTY-  TX/HIDALGO
 AE1419  USGS QUAD   -  LINN NE (1982)
 AE1419
 AE1419                         *CURRENT SURVEY CONTROL
 AE1419  ___________________________________________________________________
 AE1419* NAD 83(1993)-  26 39 08.13778(N)    098 06 38.38559(W)     ADJUSTED  
 AE1419* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AE1419  ___________________________________________________________________
 AE1419  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AE1419  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AE1419
 AE1419  HORZ ORDER  -  SECOND
 AE1419
 AE1419.The horizontal coordinates were established by classical geodetic methods
 AE1419.and adjusted by the National Geodetic Survey in February 1996..
 AE1419
 AE1419.The orthometric height was scaled from a topographic map.
 AE1419
 AE1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1419
 AE1419.The geoid height was determined by GEOID03.
 AE1419
 AE1419;                    North         East     Units Scale Factor Converg.
 AE1419;SPC TX S     - 5,109,255.706   338,758.363   MT  0.99991320   +0 10 36.3
 AE1419;SPC TX S     -16,762,616.43  1,111,409.73   sFT  0.99991320   +0 10 36.3
 AE1419;UTM  14      - 2,948,228.984   588,507.695   MT  0.99969671   +0 23 56.3
 AE1419
 AE1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1419!SPC TX S     -   1.00000023  x   0.99991320  =   0.99991343
 AE1419!UTM  14      -   1.00000023  x   0.99969671  =   0.99969694
 AE1419
 AE1419|---------------------------------------------------------------------|
 AE1419| PID    Reference Object                     Distance      Geod. Az  |
 AE1419|                                                           dddmmss.s |
 AE1419| CV3036 CHORRO RM 1                          35.630 METERS 03415     |
 AE1419| CV3035 CHORRO AZ MK                                       0802657.5 |
 AE1419| CV3037 CHORRO RM 2                          39.195 METERS 12642     |
 AE1419| AE1425 LINN SW BELL TEL MICROWAVE TWR      APPROX.11.4 KM 1793308.5 |
 AE1419| AE1424 LINN SW BELL TEL RADIO MAST         APPROX. 4.4 KM 1854751.1 |
 AE1419| AE1422 LINN GUERRA BROS GRAIN ELEV         APPROX.10.2 KM 1870643.8 |
 AE1419|---------------------------------------------------------------------|
 AE1419
 AE1419                          SUPERSEDED SURVEY CONTROL
 AE1419
 AE1419  NAD 83(1986)-  26 39 08.14471(N)    098 06 38.35257(W) AD(       ) 2
 AE1419  NAD 27      -  26 39 06.92670(N)    098 06 37.33010(W) AD(       ) 2
 AE1419
 AE1419.Superseded values are not recommended for survey control.
 AE1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1419.See file dsdata.txt to determine how the superseded data were derived.
 AE1419
 AE1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8850848229(NAD 83)
 AE1419_MARKER: DS = TRIANGULATION STATION DISK
 AE1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1419
 AE1419  HISTORY     - Date     Condition        Report By
 AE1419  HISTORY     - 1961     MONUMENTED       CGS
 AE1419
 AE1419                          STATION DESCRIPTION
 AE1419
 AE1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1419'THE STATION IS APPROXIMATELY 15-1/2 MILES SOUTH OF RACHAL,
 AE1419'6-1/2 MILES NORTH OF LINN, ALONG THE EAST SIDE OF U.S. HIGHWAY
 AE1419'281 AND ON PROPERTY OWNED BY MR. D. GUERRA.
 AE1419'
 AE1419'TO REACH THE STATION FROM THE POST OFFICE IN LINN, GO NORTH
 AE1419'ON HIGHWAY 281 FOR 6.5 MILES TO AN ALUMINUM GATE AND A SANDY
 AE1419'TRACK ROAD ON THE RIGHT.  (THE GATE IS NOT LOCKED).  TURN
 AE1419'RIGHT, PASS THROUGH GATE, AND GO EAST ON THE SANDY TRACK
 AE1419'ROAD FOR 163 FEET TO THE STATION ON THE LEFT.  (CONTINUE
 AE1419'EAST ON THE SANDY TRACK ROAD FOR 0.3 MILE TO THE AZIMUTH
 AE1419'MARK ON THE LEFT.)
 AE1419'
 AE1419'STATION MARKS ARE STANDARD DISKS STAMPED CHORRO 1961.  THE
 AE1419'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1419'3 INCHES.  IT IS 163 FEET NORTHEAST OF THE CENTER OF THE
 AE1419'ALUMINUM GATE, 154 FEET EAST OF THE FENCE, 34 FEET NORTH
 AE1419'OF THE CENTER OF THE SANDY TRACK ROAD AND 2 FEET NORTH OF
 AE1419'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 AE1419'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF
 AE1419'THE GROUND.
 AE1419'
 AE1419'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHORRO NO
 AE1419'1 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1419'6 INCHES.  IT IS 279 FEET NORTHEAST OF THE CENTER OF THE
 AE1419'ALUMINUM GATE AND 103 FEET NORTH OF THE CENTER OF THE SANDY
 AE1419'TRACK ROAD.
 AE1419'
 AE1419'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHORRO NO
 AE1419'2 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1419'6 INCHES.  IT IS 239 FEET EAST OF THE CENTER OF THE ALUMINUM
 AE1419'GATE, 104 FEET EAST OF THE CENTER OF A SANDY TRACK ROAD
 AE1419'AND 75 FEET SOUTH OF THE CENTER OF THE SANDY TRACK ROAD.
 AE1419'
 AE1419'AZIMUTH MARK, A STANDARD DISK STAMPED CHORRO 1961, IS SET
 AE1419'IN SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 AE1419'50 FEET NORTH OF THE CENTER OF THE SANDY TRACK ROAD, 2 FEET
 AE1419'NORTH OF A METAL WITNESS POST AND ON THE SOUTHWEST EDGE
 AE1419'OF A SMALL GROUP OF TREES.
 AE1419'
 AE1419'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AE1419'
 AE1419'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1097 ***********************************************************************
 CT1097  DESIGNATION -  CHRANE
 CT1097  PID         -  CT1097
 CT1097  STATE/COUNTY-  TX/TAYLOR
 CT1097  USGS QUAD   -  POTOSI (1984)
 CT1097
 CT1097                         *CURRENT SURVEY CONTROL
 CT1097  ___________________________________________________________________
 CT1097* NAD 83(1993)-  32 17 07.52712(N)    099 38 41.21242(W)     ADJUSTED  
 CT1097* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 CT1097  ___________________________________________________________________
 CT1097  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 CT1097  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CT1097
 CT1097  HORZ ORDER  -  SECOND
 CT1097
 CT1097.The horizontal coordinates were established by classical geodetic methods
 CT1097.and adjusted by the National Geodetic Survey in February 1996..
 CT1097
 CT1097.The orthometric height was scaled from a topographic map.
 CT1097
 CT1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1097
 CT1097.The geoid height was determined by GEOID03.
 CT1097
 CT1097;                    North         East     Units Scale Factor Converg.
 CT1097;SPC TXNC     - 2,069,202.893   492,168.774   MT  0.99996135   -0 37 27.7
 CT1097;SPC TXNC     - 6,788,709.82  1,614,723.72   sFT  0.99996135   -0 37 27.7
 CT1097;UTM  14      - 3,572,256.005   439,285.835   MT  0.99964546   -0 20 39.9
 CT1097
 CT1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1097!SPC TXNC     -   0.99989417  x   0.99996135  =   0.99985552
 CT1097!UTM  14      -   0.99989417  x   0.99964546  =   0.99953967
 CT1097
 CT1097|---------------------------------------------------------------------|
 CT1097| PID    Reference Object                     Distance      Geod. Az  |
 CT1097|                                                           dddmmss.s |
 CT1097| CX6916 CHRANE RM 1                          21.676 METERS 03857     |
 CT1097| CX6915 CHRANE AZ MK                                       2434709.0 |
 CT1097| CX6917 CHRANE RM 2                          19.823 METERS 30023     |
 CT1097|---------------------------------------------------------------------|
 CT1097
 CT1097                          SUPERSEDED SURVEY CONTROL
 CT1097
 CT1097  NAD 83(1986)-  32 17 07.53343(N)    099 38 41.19969(W) AD(       ) 2
 CT1097  NAD 27      -  32 17 07.05950(N)    099 38 39.90700(W) AD(       ) 2
 CT1097
 CT1097.Superseded values are not recommended for survey control.
 CT1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1097.See file dsdata.txt to determine how the superseded data were derived.
 CT1097
 CT1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3928672256(NAD 83)
 CT1097_MARKER: DS = TRIANGULATION STATION DISK
 CT1097_SETTING: 66 = SET IN ROCK OUTCROP
 CT1097
 CT1097  HISTORY     - Date     Condition        Report By
 CT1097  HISTORY     - 1961     MONUMENTED       CGS
 CT1097  HISTORY     - 1975     GOOD             NGS
 CT1097
 CT1097                          STATION DESCRIPTION
 CT1097
 CT1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1097'THE STATION IS APPROXIMATELY 12 MILES SOUTHEAST OF ABILENE,
 CT1097'0.8 MILE WEST OF THE TAYLOR-CALLAHAN COUNTY LINE AND NEAR
 CT1097'THE NORTHWEST END OF THE CALLAHAN DIVIDE RANGE OF HILLS.
 CT1097'IT IS ON PROPERTY OWNED BY MR. LEO G. CHRANE.
 CT1097'
 CT1097'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80,
 CT1097'83, 84, 277 AND STATE HIGHWAY 36 AT THE EAST EDGE OF ABILENE,
 CT1097'GO SOUTH ON HIGHWAYS 83, 84, 277 AND 36 FOR 0.8 MILE TO THE
 CT1097'JUNCTION OF STATE HIGHWAY 36.  TURN LEFT, EAST, ON HIGHWAY
 CT1097'36 FOR 14.4 MILES TO THE JUNCTION OF FARM ROAD 1178.  BEAR
 CT1097'RIGHT, WEST AND SOUTH, ON FARM ROAD 1178 FOR 1.6 MILES TO A
 CT1097'CROSSROAD IN THE VILLAGE OF DUDLEY.  TURN RIGHT, WEST, ON
 CT1097'A GRADED ROAD FOR 2.05 MILES TO WHERE THE MAIN ROAD TURNS
 CT1097'SOUTH AND A CATTLE GUARD STRAIGHT AHEAD.  CONTINUE STRAIGHT
 CT1097'AHEAD CROSSING THE CATTLE GUARD AND GO WEST FOR 0.1 MILE
 CT1097'TO A T-ROAD.  TURN RIGHT, NORTH, ON A GRADED ROAD FOR 0.05
 CT1097'MILE TO A STEEL GATE.  PASS THROUGH THE GATE AND GO
 CT1097'NORTHEAST ON THE GRADED ROAD FOR 1.1 MILES TO A CATTLE
 CT1097'GUARD.  CROSS CATTLE GUARD AND CONTINUE NORTHEAST ON THE
 CT1097'GRADED ROAD 0.9 MILE TO A GRAVEL PIT ON THE LEFT.  BEAR
 CT1097'RIGHT, PASS TO THE EAST OF THE GRAVEL PIT, AND GO NORTH
 CT1097'0.4 MILE TO A SIDE ROAD ON THE LEFT.  (FROM HERE TURN LEFT
 CT1097'ON A CALICHE ROAD AND GO WEST FOR 0.25 MILE TO THE TOP OF
 CT1097'THE HILL.  BEAR LEFT AND GO SOUTH ON A GRADED ROAD FOR 0.1
 CT1097'MILE TO THE AZIMUTH MARK ON THE LEFT NEAR THE CENTER OF THE
 CT1097'GRADED ROAD.) CONTINUE NORTH ON THE GRADED ROAD FOR 0.2
 CT1097'MILE TO A TRACK ROAD ON THE RIGHT WHERE THE MAIN ROAD
 CT1097'STARTS DOWN THE HILL.  TURN RIGHT ON THE TRACK ROAD AND GO
 CT1097'EAST FOR 0.25 MILE TO THE TOP OF THE HILL NEAR A TALL
 CT1097'RADIO MAST AND A SMALL WHITE BUILDING.  BEAR LEFT, PASS TO
 CT1097'THE WEST OF THE MAST AND BUILDING, AND GO NORTHERLY ALONG
 CT1097'THE SOUTHWEST EDGE OF THE HILL PICKING WAY THROUGH
 CT1097'BRUSH FOR 0.05 MILE TO THE STATION.
 CT1097'
 CT1097'STATION MARK, A STANDARD DISK STAMPED CHRANE 1961, IS CEMENTED
 CT1097'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE
 CT1097'OF THE GROUND.  IT IS APPROXIMATELY 0.05 MILE NORTHWEST OF
 CT1097'THE MAST AND BUILDING AND NEAR THE SOUTHWEST EDGE OF THE HILL.
 CT1097'
 CT1097'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHRANE NO 1 1961,
 CT1097'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH
 CT1097'WITH THE SURFACE OF THE GROUND.  IT IS 78 FEET SOUTHWEST OF A
 CT1097'TOWER ANCHOR WITH FOUR GUY WIRES AND 48 FEET SOUTHWEST OF A
 CT1097'MESQUITE BUSH.
 CT1097'
 CT1097'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHRANE NO 2 1961,
 CT1097'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 CT1097'THE SURFACE OF THE GROUND.  IT IS 9 FEET SOUTHEAST OF A MESQUITE
 CT1097'BUSH AND NEAR THE WEST EDGE OF THE HILL.
 CT1097'
 CT1097'AZIMUTH MARK, A STANDARD DISK STAMPED CHRANE 1961, IS CEMENTED IN
 CT1097'A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE
 CT1097'OF THE GROUND.  IT IS 39 FEET NORTHWEST OF THE NORTHWEST
 CT1097'CORNER OF A CONCRETE BUILDING, 23 FEET NORTHWEST OF A RADIO
 CT1097'MAST AND 6 FEET NORTHWEST OF A ROCK CAIRN.
 CT1097'
 CT1097'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CT1097'
 CT1097'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CT1097
 CT1097                          STATION RECOVERY (1975)
 CT1097
 CT1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 CT1097'THE STATION, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CT1097'DESCRIBED IN GOOD CONDITION.
 CT1097'
 CT1097'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 CT1097'SOUTHEAST OF ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1165 ***********************************************************************
 CT1165  DESIGNATION -  CHRIS RESET
 CT1165  PID         -  CT1165
 CT1165  STATE/COUNTY-  TX/JONES
 CT1165  USGS QUAD   -  NUGENT (1984)
 CT1165
 CT1165                         *CURRENT SURVEY CONTROL
 CT1165  ___________________________________________________________________
 CT1165* NAD 83(1993)-  32 42 38.33188(N)    099 44 52.21425(W)     ADJUSTED  
 CT1165* NAVD 88     -       524.     (meters)    1719.     (feet)  SCALED    
 CT1165  ___________________________________________________________________
 CT1165  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 CT1165  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CT1165
 CT1165  HORZ ORDER  -  FIRST
 CT1165
 CT1165.The horizontal coordinates were established by classical geodetic methods
 CT1165.and adjusted by the National Geodetic Survey in February 1996..
 CT1165
 CT1165.The orthometric height was scaled from a topographic map.
 CT1165
 CT1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1165
 CT1165.The geoid height was determined by GEOID03.
 CT1165
 CT1165;                    North         East     Units Scale Factor Converg.
 CT1165;SPC TXNC     - 2,116,461.800   483,022.033   MT  0.99989022   -0 40 50.0
 CT1165;SPC TXNC     - 6,943,758.42  1,584,714.79   sFT  0.99989022   -0 40 50.0
 CT1165;UTM  14      - 3,619,457.255   429,912.183   MT  0.99966057   -0 24 14.9
 CT1165
 CT1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1165!SPC TXNC     -   0.99992222  x   0.99989022  =   0.99981245
 CT1165!UTM  14      -   0.99992222  x   0.99966057  =   0.99958282
 CT1165
 CT1165|---------------------------------------------------------------------|
 CT1165| PID    Reference Object                     Distance      Geod. Az  |
 CT1165|                                                           dddmmss.s |
 CT1165| CX6921 CHRIS RM 2                           25.240 METERS 07111     |
 CT1165| CX6922 CHRIS RM 3                           24.475 METERS 11909     |
 CT1165| CX6923 CHRIS RM 4                           20.695 METERS 20445     |
 CT1165| CT1183 ANSON SOUTH MUNICIPAL TANK          APPROX.14.6 KM 2874446.9 |
 CT1165| CT1182 ANSON COUNTY COURTHOUSE STATUE      APPROX.14.9 KM 2900253.1 |
 CT1165| CT1181 ANSON NORTH MUNICIPAL TANK          APPROX.15.1 KM 2901417.0 |
 CT1165| CX6918 CHRIS AZ MK                                        3480255.1 |
 CT1165| CX6919 CHRIS AZ MK 2                                      34803     |
 CT1165| CX6920 CHRIS RM 1                           20.727 METERS 35249     |
 CT1165|---------------------------------------------------------------------|
 CT1165
 CT1165                          SUPERSEDED SURVEY CONTROL
 CT1165
 CT1165  NAD 83(1986)-  32 42 38.33858(N)    099 44 52.20350(W) AD(       ) 1
 CT1165  NAD 27      -  32 42 37.91490(N)    099 44 50.87750(W) AD(       ) 1
 CT1165
 CT1165.Superseded values are not recommended for survey control.
 CT1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1165.See file dsdata.txt to determine how the superseded data were derived.
 CT1165
 CT1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2991219457(NAD 83)
 CT1165_MARKER: DS = TRIANGULATION STATION DISK
 CT1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1165
 CT1165  HISTORY     - Date     Condition        Report By
 CT1165  HISTORY     - 1961     MONUMENTED       CGS
 CT1165  HISTORY     - 1967     SEE DESCRIPTION  CGS
 CT1165  HISTORY     - 1976     SEE DESCRIPTION  TXHD
 CT1165  HISTORY     - 1977     SEE DESCRIPTION  NGS
 CT1165
 CT1165                          STATION DESCRIPTION
 CT1165
 CT1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1165'THE STATION IS LOCATED 18 MILES NORTH OF ABILENE, 9 MILES
 CT1165'EAST-SOUTHEAST OF ANSON AND 4 MILES SOUTHEAST OF FUNSTON ON
 CT1165'PROPERTY OWNED BY MRS. CHRISTOPHER.
 CT1165'
 CT1165'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277,
 CT1165'83 AND 180 IN ANSON GO EAST ON U.S. HIGHWAY 180 FOR 5.7 MILES
 CT1165'TO THE JUNCTION WITH FARM ROAD 1226 IN THE SMALL SETTLEMENT
 CT1165'OF FUNSTON, CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 180 FOR
 CT1165'3.1 MILES TO A CROSSROAD, TURN RIGHT, SOUTH, AND GO 2.3 MILES
 CT1165'TO A DRIVEWAY ON THE RIGHT.  (TO REACH THE AZIMUTH MARK TURN
 CT1165'RIGHT, WEST AND GO 0.05 MILE TO THE AZIMUTH MARK AS DESCRIBED).
 CT1165'CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.45 MILE TO A SIDE ROAD
 CT1165'RIGHT, TURN RIGHT, WEST, AND GO 0.05 MILE TO THE STATION ON
 CT1165'THE RIGHT AS DESCRIBED.
 CT1165'
 CT1165'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CT1165'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES AND IS
 CT1165'STAMPED CHRIS 1961.  IT IS 34 FEET NORTH OF THE CENTER OF A
 CT1165'GRAVELED ROAD, 11.3 FEET NORTHWEST OF A METAL WITNESS POST
 CT1165'AND 7.5 FEET NORTH OF AN EAST-WEST FENCE LINE.
 CT1165'
 CT1165'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 CT1165'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES
 CT1165'AND IS STAMPED CHRIS NO 1 1961.  IT IS 102 FEET NORTH OF THE
 CT1165'CENTER OF A GRAVELED ROAD.
 CT1165'
 CT1165'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 CT1165'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 1 INCH AND
 CT1165'IS STAMPED CHRIS NO 2 1961.  IT IS 42 FEET NORTH OF THE CENTER
 CT1165'OF A GRAVELED ROAD.
 CT1165'
 CT1165'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CT1165'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 1 INCH AND IS STAMPED
 CT1165'CHRIS 1961.  IT IS 44 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CT1165'OF AN OLD HOUSE AND 7.8 FEET SOUTHWEST OF A METAL WITNESS
 CT1165'POST.
 CT1165'
 CT1165'HEIGHT OF LIGHT ABOVE STATION MARK 22.55 METERS.
 CT1165
 CT1165                          STATION RECOVERY (1967)
 CT1165
 CT1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CT1165'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CT1165'MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO LAND IMPROVEMENT
 CT1165'AT STATION SITE, IT WAS REQUESTED BY OWNER THAT ALL MARKS
 CT1165'BE MOVED.  THE SURFACE AND UNDERGROUND STATION MARKS WERE
 CT1165'LOWERED IN SAME HORIZONTAL POSITION.  BOTH REFERENCE MARKS
 CT1165'WERE DESTROYED.  TWO NEW REFERENCE MARKS WERE SET.  AZIMUTH
 CT1165'MARK WAS LEFT INTACT BUT WILL PROBABLY BE DESTROYED WHEN AREA
 CT1165'IS LANDSCAPED FOR CULTIVATION.  A NEW AZIMUTH MARK WAS SET
 CT1165'EXACTLY ON LINE AWAY FROM STATION MARK.  A COMPLETE
 CT1165'DESCRIPTION FOLLOWS--
 CT1165'
 CT1165'STATION IS ABOUT 18 MILES NORTH OF ABILENE, 9 MILES SOUTHEAST
 CT1165'OF ANSON, 4 MILES SOUTHEAST OF THE SETTLEMENT OF FUNSTON, ON
 CT1165'LAND OWNED BY MR. AME MITCHELL FLACHE.
 CT1165'
 CT1165'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83, 277
 CT1165'AND 180 IN ANSON, GO EAST 5.7 MILES ON HIGHWAY 180 TO F.M.
 CT1165'HIGHWAY 1226 IN FUNSTON.  CONTINUE ON HIGHWAY 180 FOR 2.95
 CT1165'MILES TO A CROSSROAD.  TURN RIGHT, SOUTH, GO 2.25 MILES TO
 CT1165'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH 0.45 MILE TO A
 CT1165'SIDE ROAD.  TURN RIGHT, WEST, GO 0.05 MILE TO THE STATION.
 CT1165'
 CT1165'STATION MARKS ARE STANDARD DISKS, STAMPED CHRIS 1961 1967.
 CT1165'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST 24
 CT1165'INCHES BELOW THE TOP OF GROUND.  IT IS 55 FEET NORTH-NORTHWEST
 CT1165'OF A POWER LINE POLE, 34 FEET NORTH OF THE CENTER OF ROAD, AND
 CT1165'11 FEET NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND
 CT1165'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 60 INCHES BELOW
 CT1165'THE SURFACE OF GROUND.
 CT1165'
 CT1165'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED CHRIS 1961 NO
 CT1165'3 1967 IS SET IN A 14 IN X 14 IN CONCRETE POST PROJECTING
 CT1165'4 INCHES ABOVE GROUND.  IT IS 49 FEET EAST OF THE POWER LINE
 CT1165'POLE, 20 FEET SOUTH OF THE CENTER OF ROAD, AND 1 FOOT SOUTHWEST
 CT1165'OF A METAL WITNESS POST.
 CT1165'
 CT1165'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED CHRIS 1961 NO
 CT1165'4 1967 IS SET IN A 14 IN X 14 IN CONCRETE POST WHICH PROJECTS
 CT1165'8 INCHES ABOVE GROUND.  IT IS 52 FEET WEST OF THE POWER LINE
 CT1165'POLE, 20 FEET SOUTH OF THE CENTER OF ROAD, AND 1 FOOT SOUTHEAST
 CT1165'OF A METAL WITNESS POST.
 CT1165'
 CT1165'AZIMUTH MARK, A STANDARD DISK, STAMPED CHRIS 1961 AZ 2 1967,
 CT1165'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES
 CT1165'ABOVE GROUND.  IT IS ABOUT 150 YARDS WEST OF THE ROAD, 223
 CT1165'FEET NORTHEAST OF A CISTERN, AND 1 FOOT NORTHWEST OF A METAL
 CT1165'WITNESS POST.
 CT1165'
 CT1165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 CT1165'SOUTHEAST OF ANSON.
 CT1165
 CT1165                          STATION RECOVERY (1976)
 CT1165
 CT1165'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1976 (CLJ)
 CT1165'CHRIS 1961 1967 DESTROYED.
 CT1165'
 CT1165'CHRIS AZ MK 1967 RECOVERED GOOD.
 CT1165'
 CT1165'RMS NO. 3 AND NO. 4 RECOVERED GOOD.
 CT1165'
 CT1165'SURFACE MARK WAS FOUND LYING ON ITS SIDE NEAR THE WITNESS POST.  NO
 CT1165'SEARCH WAS MADE FOR SUBSURFACE MARK.  THE 1967 DESCRIPTION FOR
 CT1165'LOCATING THE STATION IS ADEQUATE.
 CT1165'
 CT1165'DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES S.E. OF ANSON.
 CT1165
 CT1165                          STATION RECOVERY (1977)
 CT1165
 CT1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CT1165'THE STATION SUB SURFACE MARK, REFERENCE MARKS 3 AND 4, AND THE 1967
 CT1165'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 CT1165'STATION SURFACE MARK WAS FOUND TO HAVE BEEN DESTROYED.
 CT1165'
 CT1165'THE DIRECTION TO THE REFERENCE MARKS WAS VERIFIED, BUT A DIFFERENCE
 CT1165'WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 3.
 CT1165'
 CT1165'A NEW STATION SURFACE MARK WAS ESTABLISHED AT THIS TIME.
 CT1165'
 CT1165'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CT1165'CONCRETE POST, THAT IS ABOUT 20-INCHES BELOW THE SURFACE OF THE
 CT1165'GROUND AND IS STAMPED CHRIS 1961 1977.  IT IS 55 FEET NORTH-NORTHWEST
 CT1165'OF A HIGH LINE POLE, 33 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 CT1165'11.6 FEET NORTHWEST OF A METAL WITNESS POST AND 6 FEET NORTH OF A
 CT1165'METAL POST AND FENCE LINE.
 CT1165'
 CT1165'THE 1967 DESCRIPTION OF STATION AND TO REACH IS ADEQUATE.
 CT1165'
 CT1165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ANSON 9-MILES ESE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1430 ***********************************************************************
 AE1430  DESIGNATION -  CHRISTA
 AE1430  PID         -  AE1430
 AE1430  STATE/COUNTY-  TX/HIDALGO
 AE1430  USGS QUAD   -  LA REFORMA (1993)
 AE1430
 AE1430                         *CURRENT SURVEY CONTROL
 AE1430  ___________________________________________________________________
 AE1430* NAD 83(1993)-  26 43 51.93352(N)    098 15 35.52420(W)     ADJUSTED  
 AE1430* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 AE1430  ___________________________________________________________________
 AE1430  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AE1430  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AE1430
 AE1430  HORZ ORDER  -  SECOND
 AE1430
 AE1430.The horizontal coordinates were established by classical geodetic methods
 AE1430.and adjusted by the National Geodetic Survey in February 1996..
 AE1430
 AE1430.The orthometric height was scaled from a topographic map.
 AE1430
 AE1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1430
 AE1430.The geoid height was determined by GEOID03.
 AE1430
 AE1430;                    North         East     Units Scale Factor Converg.
 AE1430;SPC TX S     - 5,117,952.354   323,888.458   MT  0.99990582   +0 06 32.5
 AE1430;SPC TX S     -16,791,148.68  1,062,624.05   sFT  0.99990582   +0 06 32.5
 AE1430;UTM  14      - 2,956,865.700   573,607.440   MT  0.99966689   +0 19 58.5
 AE1430
 AE1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1430!SPC TX S     -   0.99999650  x   0.99990582  =   0.99990232
 AE1430!UTM  14      -   0.99999650  x   0.99966689  =   0.99966339
 AE1430
 AE1430|---------------------------------------------------------------------|
 AE1430| PID    Reference Object                     Distance      Geod. Az  |
 AE1430|                                                           dddmmss.s |
 AE1430| CV3039 CHRISTA RM 1                         31.249 METERS 03933     |
 AE1430| CV3040 CHRISTA RM 2                         40.663 METERS 13949     |
 AE1430| CV3038 CHRISTA AZ MK                                      3400909.2 |
 AE1430|---------------------------------------------------------------------|
 AE1430
 AE1430                          SUPERSEDED SURVEY CONTROL
 AE1430
 AE1430  NAD 83(1986)-  26 43 51.94002(N)    098 15 35.49251(W) AD(       ) 2
 AE1430  NAD 27      -  26 43 50.73930(N)    098 15 34.46370(W) AD(       ) 2
 AE1430
 AE1430.Superseded values are not recommended for survey control.
 AE1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1430.See file dsdata.txt to determine how the superseded data were derived.
 AE1430
 AE1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7360756866(NAD 83)
 AE1430_MARKER: DS = TRIANGULATION STATION DISK
 AE1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1430
 AE1430  HISTORY     - Date     Condition        Report By
 AE1430  HISTORY     - 1961     MONUMENTED       CGS
 AE1430  HISTORY     - 1962     GOOD             USGS
 AE1430
 AE1430                          STATION DESCRIPTION
 AE1430
 AE1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1430'THE STATION IS APPROXIMATELY 8 MILES NORTHEAST OF LA REFORMA,
 AE1430'3 MILES SOUTH OF THE BROOKS-HIDALGO COUNTY LINE, ON THE
 AE1430'PROPERTY OF THE JONES RANCH.
 AE1430'
 AE1430'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AE1430'AND FARM ROAD 755 IN RACHEL, GO WESTERLY ON FARM ROAD 755
 AE1430'FOR 7.3 MILES TO THE JUNCTION OF FARM ROAD 430 AND 755.  BEAR
 AE1430'LEFT AND GO SOUTH AND SOUTHWEST ON FARM ROAD 755 FOR 4.1
 AE1430'MILES TO A LOCKED GATE ON THE LEFT AND A TEXACO MAIL BOX
 AE1430'ON THE RIGHT AND A SIGN TEXACO ENCINITAS FIELD.  PASS THROUGH
 AE1430'THE LOCKED GATE AND GO SOUTH ON A CLICHE ROAD FOR 1.1 MILE
 AE1430'TO A CROSSROAD AND A GATE ON THE LEFT.  LEAVE THE MAIN ROAD
 AE1430'AND CONTINUE STRAIGHT AHEAD ON A BLADED ROAD FOR 0.95 MILES
 AE1430'TO TWO GATES.  PASS THROUGH GATE AND CONTINUE SOUTHEAST
 AE1430'ON THE BLADED ROAD FOR 0.9 MILE TO A GATE AND A CATTLE
 AE1430'GUARD.  CROSS CATTLE GUARD AND CONTINUE SOUTHEAST ON THE
 AE1430'BLADED ROAD FOR 1.85 MILES TO A DIM CROSSROAD WHERE
 AE1430'THE MAIN ROAD CURVES RIGHT AND A CONCRETE BLOCK ON THE
 AE1430'RIGHT WITH AN IRON PIPE EMBEDDED IN IT.  CONTINUE STRAIGHT
 AE1430'AHEAD ON THE MAIN ROAD FOR 0.5 MILE TO A HUNTING CAMP.
 AE1430'BEAR LEFT, SOUTH, ALONG THE WEST SIDE OF A FENCE FOR
 AE1430'0.1 MILE TO A FORK.  BEAR LEFT AND GO ALONG A FENCE FOR 0.9
 AE1430'MILE TO A BOARD GATE AND A FOUR-WAY FORK.  PASS THROUGH
 AE1430'THE GATE AND TAKE THE THIRD FORK FROM THE LEFT AND GO
 AE1430'SOUTHERLY FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT AND TWO
 AE1430'WINDMILLS ABOUT 0.1 MILE TO THE EAST.  CONTINUE SOUTH
 AE1430'ON THE MAIN TRACK ROAD FOR 1.35 MILES TO A FORK.  BEAR
 AE1430'LEFT, SOUTH, ON THE MAIN TRACK ROAD FOR 0.55 MILE TO A
 AE1430'RED BOARD GATE AND THE AZIMUTH MARK ON THE RIGHT.  PASS
 AE1430'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD FOR
 AE1430'0.45 MILES TO A WINDMILL AND A WATER TANK AND THE
 AE1430'STATION.
 AE1430'
 AE1430'STATION MARKS ARE STANDARD DISKS STAMPED CHRISTA 1961.  THE
 AE1430'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1430'3 INCHES.  IT IS 146 FEET NORTH OF A FENCE CORNER FORMED
 AE1430'BY TWO GATES, 121 FEET NORTH OF A CORRAL FENCE, 76 FEET
 AE1430'WEST OF A FENCE, 20 FEET NORTH OF A TRIANGLE BLAZE ON A
 AE1430'6-INCH TREE AND 2 FEET NORTH OF A METAL WITNESS POST.  THE
 AE1430'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AE1430'42 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1430'
 AE1430'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHRISTA NO
 AE1430'1 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1430'4 INCHES.  IT IS 197 FEET NORTH OF THE FENCE CORNER FORMED
 AE1430'BY THE TWO GATES, 42 FEET EAST OF A TRACK ROAD AND 1 FOOT
 AE1430'WEST OF THE FENCE.
 AE1430'
 AE1430'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHRISTA NO
 AE1430'2 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1430'4 INCHES.  IT IS 29 FEET NORTHEAST OF A WINDMILL, 14 FEET
 AE1430'NORTH OF THE FENCE CORNER FORMED BY THE TWO GATES AND 1
 AE1430'FOOT WEST OF THE FENCE.
 AE1430'
 AE1430'AZIMUTH MARK, A STANDARD DISK STAMPED CHRISTA 1961, IS SET
 AE1430'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 AE1430'10 FEET WEST OF THE CENTER OF A BOARD GATE, 2 FEET SOUTH
 AE1430'OF A FENCE AND 1.6 FEET WEST OF A MEATL WITNESS POST.
 AE1430'
 AE1430'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AE1430
 AE1430                          STATION RECOVERY (1962)
 AE1430
 AE1430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE1430'1961 DESCRIPTION INCOMPLETE AND REVISED FROM SENTENCE CONTINUE
 AE1430'SOUTH ON MAIN TRACK ROAD FOR 1.35 MILES TO FORK.  BEAR LEFT,
 AE1430'SOUTH, 0.3 MILES TO A WOODEN GATE, PASS THRU GATE AND CONTINUE
 AE1430'SOUTHERLY 1.4 MILES (PASSING JUST EAST OF A WINDMILL) TO
 AE1430'A RED BOARD GATE AND THE AZIMUTH MARK ON THE RIGHT.  PASS
 AE1430'THRU GATE AND CONTINUE ON THE TRACK ROAD FOR 0.45 MILES
 AE1430'A WINDMILL AND A WATER TANK AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0576 ***********************************************************************
 AO0576  DESIGNATION -  CHRISTINE
 AO0576  PID         -  AO0576
 AO0576  STATE/COUNTY-  TX/ATASCOSA
 AO0576  USGS QUAD   -  CHRISTINE EAST (1984)
 AO0576
 AO0576                         *CURRENT SURVEY CONTROL
 AO0576  ___________________________________________________________________
 AO0576* NAD 83(1993)-  28 46 48.83309(N)    098 25 52.43496(W)     ADJUSTED  
 AO0576* NAVD 88     -        96.2    (meters)     316.     (feet)  VERTCON   
 AO0576  ___________________________________________________________________
 AO0576  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AO0576  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AO0576
 AO0576  HORZ ORDER  -  FIRST
 AO0576  VERT ORDER  -  THIRD ? (See Below)
 AO0576
 AO0576.The horizontal coordinates were established by classical geodetic methods
 AO0576.and adjusted by the National Geodetic Survey in February 1996..
 AO0576
 AO0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0576.The vertical order pertains to the NGVD 29 superseded value.
 AO0576
 AO0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0576
 AO0576.The geoid height was determined by GEOID03.
 AO0576
 AO0576;                    North         East     Units Scale Factor Converg.
 AO0576;SPC TXSC     - 4,105,078.049   655,531.729   MT  0.99990976   +0 16 43.1
 AO0576;SPC TXSC     -13,468,076.90  2,150,690.35   sFT  0.99990976   +0 16 43.1
 AO0576;UTM  14      - 3,183,770.203   555,515.237   MT  0.99963803   +0 16 25.8
 AO0576
 AO0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0576!SPC TXSC     -   0.99998891  x   0.99990976  =   0.99989867
 AO0576!UTM  14      -   0.99998891  x   0.99963803  =   0.99962695
 AO0576
 AO0576:                Primary Azimuth Mark                     Grid Az
 AO0576:SPC TXSC     -  PLEASANTON ATT MICROWAVE                 003 34 42.6
 AO0576:UTM  14      -  PLEASANTON ATT MICROWAVE                 003 34 59.9
 AO0576
 AO0576|---------------------------------------------------------------------|
 AO0576| PID    Reference Object                     Distance      Geod. Az  |
 AO0576|                                                           dddmmss.s |
 AO0576| AO0577 PLEASANTON ATT MICROWAVE            APPROX.13.3 KM 0035125.7 |
 AO0576| AO0575 TT 38 RWE USGS 1952                  21.150 METERS 07641     |
 AO0576| CV4555 CHRISTINE RM 5                       16.823 METERS 10707     |
 AO0576| CV4552 CHRISTINE AZ MK                                    1144410.5 |
 AO0576| AO0573 CHRISTINE METHODIST CH SPIRE        APPROX. 6.5 KM 2774934.0 |
 AO0576| CV4553 CHRISTINE AZ MK 2                                  2981016.4 |
 AO0576| CV4556 CHRISTINE RM 6                       23.068 METERS 30036     |
 AO0576| CV4554 CHRISTINE RM 1                       24.815 METERS 32706     |
 AO0576|---------------------------------------------------------------------|
 AO0576
 AO0576                          SUPERSEDED SURVEY CONTROL
 AO0576
 AO0576  NAD 83(1986)-  28 46 48.83758(N)    098 25 52.41137(W) AD(       ) 1
 AO0576  NAD 27      -  28 46 47.90600(N)    098 25 51.35700(W) AD(       ) 1
 AO0576  NGVD 29 (07/19/86)   96.2    (m)          316.     (f) LEVELING    3  
 AO0576
 AO0576.Superseded values are not recommended for survey control.
 AO0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0576.See file dsdata.txt to determine how the superseded data were derived.
 AO0576
 AO0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS5551583770(NAD 83)
 AO0576_MARKER: DS = TRIANGULATION STATION DISK
 AO0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0576
 AO0576  HISTORY     - Date     Condition        Report By
 AO0576  HISTORY     - 1952     MONUMENTED       CGS
 AO0576  HISTORY     - 1957     GOOD             CGS
 AO0576  HISTORY     - 1975     GOOD             NGS
 AO0576
 AO0576                          STATION DESCRIPTION
 AO0576
 AO0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0576'THE STATION IS LOCATED ABOUT 14 MILES AIR LINE SOUTH OF
 AO0576'PLEASANTON.  13 MILES NORTHWEST OF WHITSETT.  8 MILES
 AO0576'WEST-NORTHWEST OF CAMPBELLTON.  4 MILES EAST OF CHRISTINE.
 AO0576'25 YARDS SOUTHWEST OF A CURVE IN THE MAIN ROAD BETWEEN CAMPBELLTON
 AO0576'AND CHRISTINE AND ON A LOW, BRUSH-COVERED HILL.
 AO0576'
 AO0576'TO REACH THE STATION FROM THE BRIDGE OVER THE ATASCOSA RIVER,
 AO0576'ON U.S. HIGHWAY 281, ON THE NORTH EDGE OF THE TOWN OF CAMPBELLTON,
 AO0576'GO NORTH ON U.S. HIGHWAY 281 FOR 1.0 MILE TO A DIRT SIDE
 AO0576'ROAD LEFT.  THIS IS THE MAIN ROAD BETWEEN CAMPBELLTON AND
 AO0576'CHRISTINE.  TURN LEFT CROSSING THE RAIL ROAD TRACKS AND FOLLOW
 AO0576'THE MAIN TRAVELED ROAD WEST AND NORTHWEST FOR 5.6 MILES TO
 AO0576'A POINT WHERE THE ROAD CROSSES A SMALL CREEK.  CONTINUE
 AO0576'WESTERLY ON THE MAIN TRAVELED ROAD 0.35 MILE TO A GATE ON EACH
 AO0576'SIDE OF THE ROAD.  CONTINUE WESTERLY FOR 1.4 MILES TO A
 AO0576'SECOND POINT WITH A GATE ON EACH SIDE OF THE ROAD.
 AO0576'CONTINUE WESTERLY 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT,
 AO0576'30 YARDS EAST OF THE SUMMIT OF A LOW KNOLL.  CONTINUE
 AO0576'WESTERLY 0.6 MILE TO A POINT WHERE THE ROAD CURVES RIGHT,
 AO0576'NORTHWEST, AND THE STATION 25 YARDS SOUTHWEST OF THE CENTER
 AO0576'OF THE CURVE.
 AO0576'
 AO0576'THE STATION MARK, STAMPED CHRISTINE 1952, IS A BRONZE DISK
 AO0576'SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES AND IS 70
 AO0576'FEET SOUTHWEST OF AN ANGLE IN THE FENCE LINE.
 AO0576'
 AO0576'REFERENCE MARK NO. 1, STAMPED CHRISTINE 1952 NO 1, IS A BRONZE
 AO0576'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 2 INCHES
 AO0576'AND IS 12 YARDS SOUTHWEST OF THE FENCE LINE.
 AO0576'
 AO0576'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 AO0576'STAMPED, TT 38 R W E 1952, SET IN A 6-INCH SQUARE CONCRETE
 AO0576'POST THAT PROJECTS 2 INCHES.  IT IS 10 YARDS SOUTH OF THE
 AO0576'CENTER OF THE DIRT ROAD AND 2 FEET SOUTH OF THE ANGLE IN
 AO0576'THE FENCE LINE.
 AO0576'
 AO0576'THE AZIMUTH MARK, STAMPED CHRISTINE 1952 NO 2, IS A BRONZE
 AO0576'REFERENCE MARK DISK SET IN A ROUND CONCRETE POST THAT PROJECTS
 AO0576'6 INCHES.  IT IS 8 YARDS SOUTH OF THE CENTER OF THE DIRT
 AO0576'ROAD.  4 FEET SOUTH OF THE FENCE LINE AND 2 FEET NORTHWEST
 AO0576'OF A WHITE WITNESS POST.
 AO0576
 AO0576                          STATION RECOVERY (1957)
 AO0576
 AO0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 AO0576'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AO0576'THE AZIMUTH MARK, THE REFERENCE MARK AND THE U.S.G.S. MARK
 AO0576'USED AS A REFERENCE MARK HAVE ALL BEEN DESTROYED BY HIGHWAY
 AO0576'CONSTRUCTION ACTIVITIES.  A NEW HIGHWAY HAS BEEN BUILT TO
 AO0576'THE AREA AND A NEW DESCRIPTION IS AS FOLLOWS.
 AO0576'
 AO0576'THE STATION IS LOCATED ABOUT 13 MILES AIRLINE SOUTH OF PLEASANTON
 AO0576'AND 9 MILES WEST, NORTHWEST FROM CAMPBELLTON, ALONG THE SOUTH
 AO0576'SIDE OF F.M. HIGHWAY NO. 140, IN THE BRUSH COVERED PASTURE LAND
 AO0576'LYING BETWEEN CAMPBELLTON AND CHRISTINE.  THE STATION IS A
 AO0576'STANDARD DISK STAMPED CHRISTINE 1952 IN A CONCRETE POST
 AO0576'PROJECTING ABOUT 6 INCHES ABOUT 6 FEET SOUTH OF THE SOUTH
 AO0576'RIGHT-OF-WAY FENCE AND 2 FEET NORTHEAST OF A 4 X 4 POST.
 AO0576'
 AO0576'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CHRISTINE
 AO0576'1952 NO. 3 1957 IN A CONCRETE POST PROJECTING ABOUT 10 INCHES,
 AO0576'12 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE LINE
 AO0576'BRACE POST AND IS 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 AO0576'
 AO0576'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED CHRISTINE
 AO0576'1952 NO. 4 1957 IN A CONCRETE POST PROJECTING ABOUT 10 INCHES.
 AO0576'IT IS ABOUT 15 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 AO0576'AND 30 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY POST.
 AO0576'
 AO0576'THERE ARE NO STATIONS AVAILABLE, VISIBLE FROM THE GROUND, FOR
 AO0576'INITIAL POINTING AND AN AZIMUTH MARK WAS NOT SET.
 AO0576'
 AO0576'TO REACH THE STATION FROM CAMPBELLTON--GO NORTH ON HIGHWAY
 AO0576'NO. 281 FROM THE NORTH END OF THE ATASCOSA RIVER BRIDGE AT
 AO0576'THE NORTH EDGE OF TOWN, 01.9 MILES TO FM NO. 140 TO THE LEFT
 AO0576'OR WEST.  TURN LEFT HERE AND GO WEST ON NO. 140, 7.5 MILES
 AO0576'TO THE TOP OF THE MAIN DIVIDE AND THE STATION ON THE LEFT
 AO0576'AS DESCRIBED.
 AO0576
 AO0576                          STATION RECOVERY (1975)
 AO0576
 AO0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 AO0576'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 AO0576'MARKS 3 AND 4 WERE FOUND DESTROYED AND REFERENCE MARKS 5 AND 6
 AO0576'SET AT THIS TIME.  ALSO AN AZIMUTH MARK WAS ESTABLISHED FOR
 AO0576'THIS STATION AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION
 AO0576'FOLLOWS.
 AO0576'
 AO0576'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF PLEASANTON, 8
 AO0576'MILES WEST-NORTHWEST OF CAMPBELLTON, 4-1/2 MILES EAST-SOUTHEAST
 AO0576'OF CHRISTINE AND ON PROPERTY OWNED BY MR. DAN HARRISON JR.
 AO0576'OF HOUSTON, TEXAS.  MR. GENE WOODWARD OF HOUSTON, TEXAS WAS
 AO0576'CONTACTED FOR PERMISSION.  MR. WOODWARDS PHONE NUMBER IS
 AO0576'713/224-6071.
 AO0576'
 AO0576'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND
 AO0576'FARM ROAD 140, WHICH IS ABOUT 9 MILES SOUTH OF JOURDANTON,
 AO0576'GO EASTERLY ON FARM ROAD 140 FOR 3.0 MILES TO A CROSSROAD
 AO0576'AT THE EAST EDGE OF THE SMALL VILLAGE OF CHRISTINE.  CONTINUE
 AO0576'EAST ON FARM ROAD 140 FOR 3.1 MILES TO TWO LOCKED GATES ON
 AO0576'THE RIGHT, (TO REACH THE AZIMUTH MARK CONTINUE EAST FOR 0.1
 AO0576'MILE TO MARK ON THE LEFT) PASS THRU LEFT GATE THEN TURN SHARP
 AO0576'LEFT AND GO 0.7 MILE ON TRACK ROAD TO STATION ON THE LEFT.
 AO0576'
 AO0576'STATION MARK IS A STANDARD DISK STAMPED CHRISTINE 1952 SET
 AO0576'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AO0576'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 71.0 FEET
 AO0576'SOUTH OF THE CENTER OF FARM ROAD 140 AND 8 FEET SOUTH OF FENCE
 AO0576'AND METAL WITNESS POST.
 AO0576'
 AO0576'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CHRISTINE 1952 NO 5
 AO0576'1975 SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0576'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 62.0
 AO0576'FEET SOUTH OF THE CENTER OF FARM ROAD 140, 1.0 FOOT NORTH OF
 AO0576'FENCE AND 1.0 FOOT EAST OF METAL WITNESS POST.
 AO0576'
 AO0576'REFERENCE MARK 6 IS A STANDARD DISK STAMPED CHRISTINE 1952
 AO0576'NO 6 1975 SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AO0576'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 AO0576'IT IS 73.0 FEET WEST OF THE METAL WITNESS POST, 63.0 FEET
 AO0576'SOUTH OF THE CENTER OF FARM ROAD 140 AND 1.0 FOOT SOUTH OF
 AO0576'FENCE.
 AO0576'
 AO0576'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CHRISTINE
 AO0576'1952 AZ 1975 SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AO0576'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 58.0 FEET
 AO0576'NORTH OF CENTER OF FARM ROAD 140, 2.0 FEET SOUTHWEST OF METAL
 AO0576'WITNESS POST AND 1.0 FOOT SOUTH OF WIRE FENCE.
 AO0576'
 AO0576'NO MEASUREMENT MADE BETWEEN REFERENCE MARKS DUE TO BRUSH ON LINE.
 AO0576'
 AO0576'HEIGHT OF LIGHT ABOVE STATION MARK 72.8 FEET.
 AO0576'
 AO0576'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 AO0576'EAST-SOUTHEAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0573 ***********************************************************************
 AO0573  DESIGNATION -  CHRISTINE METHODIST CH SPIRE
 AO0573  PID         -  AO0573
 AO0573  STATE/COUNTY-  TX/ATASCOSA
 AO0573  USGS QUAD   -  CHRISTINE EAST (1984)
 AO0573
 AO0573                         *CURRENT SURVEY CONTROL
 AO0573  ___________________________________________________________________
 AO0573* NAD 83(1993)-  28 47 17.60701(N)    098 29 50.55433(W)     ADJUSTED  
 AO0573* NAVD 88     -                                                        
 AO0573  ___________________________________________________________________
 AO0573  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AO0573  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AO0573
 AO0573  HORZ ORDER  -  THIRD
 AO0573
 AO0573.The horizontal coordinates were established by classical geodetic methods
 AO0573.and adjusted by the National Geodetic Survey in February 1996..
 AO0573
 AO0573
 AO0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0573
 AO0573.The geoid height was determined by GEOID03.
 AO0573
 AO0573;                    North         East     Units Scale Factor Converg.
 AO0573;SPC TXSC     - 4,105,934.234   649,069.962   MT  0.99990843   +0 14 46.5
 AO0573;SPC TXSC     -13,470,885.90  2,129,490.37   sFT  0.99990843   +0 14 46.5
 AO0573;UTM  14      - 3,184,626.659   549,055.316   MT  0.99962970   +0 14 31.4
 AO0573
 AO0573                          SUPERSEDED SURVEY CONTROL
 AO0573
 AO0573  NAD 83(1986)-  28 47 17.61180(N)    098 29 50.53072(W) AD(       ) 4
 AO0573  NAD 27      -  28 47 16.68000(N)    098 29 49.47000(W) AD(       ) 3
 AO0573
 AO0573.Superseded values are not recommended for survey control.
 AO0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0573.See file dsdata.txt to determine how the superseded data were derived.
 AO0573
 AO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4905584627(NAD 83)
 AO0573_MARKER: 90 = CHURCH SPIRE
 AO0573
 AO0573  HISTORY     - Date     Condition        Report By
 AO0573  HISTORY     - 1952     FIRST OBSERVED   CGS
 AO0573  HISTORY     - 1975     GOOD             NGS
 AO0573
 AO0573                          STATION DESCRIPTION
 AO0573
 AO0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0573'LOCATED IN THE SOUTHEAST PART OF CHRISTINE.  STATION IS
 AO0573'THE TOP-CENTER OF THE WOOD SHINGLED SPIRE ON THE FRONT OF
 AO0573'THE ONE-STORY FRAME BUILDING.  THE TOP OF THE SPIRE IS ABOUT
 AO0573'40 FEET HIGH.
 AO0573
 AO0573                          STATION RECOVERY (1975)
 AO0573
 AO0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 AO0573'CHRISTINE METHODIST CHURCH SPIRE 1952 WAS RECOVERED IN GOOD
 AO0573'CONDITION.
 AO0573'
 AO0573'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHRISTINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7025 ***********************************************************************
 AW7025  DESIGNATION -  CHRISTMAS
 AW7025  PID         -  AW7025
 AW7025  STATE/COUNTY-  TX/BRAZORIA
 AW7025  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW7025
 AW7025                         *CURRENT SURVEY CONTROL
 AW7025  ___________________________________________________________________
 AW7025* NAD 83(1993)-  29 02 05.23276(N)    095 10 39.76656(W)     ADJUSTED  
 AW7025* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 AW7025  ___________________________________________________________________
 AW7025  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AW7025  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AW7025
 AW7025  HORZ ORDER  -  THIRD
 AW7025
 AW7025.The horizontal coordinates were established by classical geodetic methods
 AW7025.and adjusted by the National Geodetic Survey in February 1996..
 AW7025
 AW7025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7025
 AW7025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7025
 AW7025.The geoid height was determined by GEOID03.
 AW7025
 AW7025;                    North         East     Units Scale Factor Converg.
 AW7025;SPC TXSC     - 4,139,236.274   972,202.596   MT  0.99987687   +1 52 21.3
 AW7025;SPC TXSC     -13,580,144.34  3,189,634.68   sFT  0.99987687   +1 52 21.3
 AW7025;UTM  15      - 3,213,796.295   287,934.763   MT  1.00015498   -1 03 26.4
 AW7025
 AW7025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7025!SPC TXSC     -   1.00000386  x   0.99987687  =   0.99988073
 AW7025!UTM  15      -   1.00000386  x   1.00015498  =   1.00015884
 AW7025
 AW7025                          SUPERSEDED SURVEY CONTROL
 AW7025
 AW7025  NAD 83(1986)-  29 02 05.24248(N)    095 10 39.74699(W) AD(       ) 3
 AW7025  NGVD 29 (03/28/90)    1.9    (m)            6.     (f) VERT ANG       
 AW7025
 AW7025.Superseded values are not recommended for survey control.
 AW7025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7025.See file dsdata.txt to determine how the superseded data were derived.
 AW7025
 AW7025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8793513796(NAD 83)
 AW7025_MARKER: DD = SURVEY DISK
 AW7025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW7025_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW7025_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW7025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7025+STABILITY: SURFACE MOTION
 AW7025
 AW7025  HISTORY     - Date     Condition        Report By
 AW7025  HISTORY     - 1982     MONUMENTED       NOS
 AW7025  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW7025  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW7025
 AW7025                          STATION DESCRIPTION
 AW7025
 AW7025'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW7025'THE STATION IS LOCATED 4.4 MI. SOUTHWEST OF THE BRIDGE AT
 AW7025'SAN LUIS PASS.
 AW7025'
 AW7025'TO REACH FROM THE SOUTH END OF THE SAN LUIS PASS BRIDGE GO
 AW7025'SOUTHWEST ON COUNTY ROAD 257 FOR 7.08 KM. (4.4 MI.) TO THE STATION
 AW7025'ON LEFT NEAR CULVERT.
 AW7025'
 AW7025'THE STATION IS A NOS ALUMINUM DISK STAMPED---CHRISTMAS 1982---,
 AW7025'AFFIXED TO THE TOP OF A 1.1 METER ALUMINUM ROD EMBEDED IN
 AW7025'CONCRETE FLUSH WITH THE GROUND.
 AW7025'
 AW7025'IT IS LOCATED,
 AW7025'6.40 METERS (21.0 FT.)SOUTH SOUTHEAST FROM CENTERLINE
 AW7025'COUNTY ROAD 257,
 AW7025'1.98 METERS (6.5 FT.) WEST NORTHWEST FROM THE SOUTHEAST END OF
 AW7025'A CULVERT,
 AW7025'0.67 METERS (2.2 FT.) WEST FROM A 6 INCH WOODEN POST WITH WITNESS
 AW7025'SIGN.
 AW7025'
 AW7025'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 AW7025'DESCRIBED BY MWJ.
 AW7025
 AW7025                          STATION RECOVERY (2004)
 AW7025
 AW7025'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7025'MARK NOT FOUND.
 AW7025
 AW7025                          STATION RECOVERY (2005)
 AW7025
 AW7025'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW7025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1526 ***********************************************************************
 AW1526  DESIGNATION -  CHURCH
 AW1526  PID         -  AW1526
 AW1526  STATE/COUNTY-  TX/HARRIS
 AW1526  USGS QUAD   -  MONT BELVIEU (1994)
 AW1526
 AW1526                         *CURRENT SURVEY CONTROL
 AW1526  ___________________________________________________________________
 AW1526* NAD 83(1993)-  29 45 25.75335(N)    094 56 28.27064(W)     ADJUSTED  
 AW1526* NAVD 88     -         7.65   (+/-2cm)      25.1    (feet)  VERTCON   
 AW1526  ___________________________________________________________________
 AW1526  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW1526  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW1526  OBS GRAVITY -     979,287.9   (mgal)                       GRAV_OBS
 AW1526
 AW1526  HORZ ORDER  -  THIRD
 AW1526  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1526
 AW1526.The horizontal coordinates were established by classical geodetic methods
 AW1526.and adjusted by the National Geodetic Survey in February 1996..
 AW1526
 AW1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1526.The vertical order pertains to the NGVD 29 superseded value.
 AW1526
 AW1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1526
 AW1526.The geoid height was determined by GEOID03.
 AW1526.The observed gravity was obtained from relative gravimeter ties
 AW1526.to the IGSN71 gravity network.
 AW1526
 AW1526;                    North         East     Units Scale Factor Converg.
 AW1526;SPC TXSC     - 4,220,022.554   992,447.967   MT  0.99989030   +1 59 18.5
 AW1526;SPC TXSC     -13,845,190.66  3,256,056.37   sFT  0.99989030   +1 59 18.5
 AW1526;SPC TX C     - 3,022,670.540 1,221,386.204   MT  1.00011536   +2 46 38.2
 AW1526;SPC TX C     - 9,916,878.26  4,007,164.57   sFT  1.00011536   +2 46 38.2
 AW1526;UTM  15      - 3,293,454.994   312,304.561   MT  1.00003469   -0 57 49.5
 AW1526
 AW1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1526!SPC TXSC     -   1.00000308  x   0.99989030  =   0.99989338
 AW1526!SPC TX C     -   1.00000308  x   1.00011536  =   1.00011844
 AW1526!UTM  15      -   1.00000308  x   1.00003469  =   1.00003777
 AW1526
 AW1526:                Primary Azimuth Mark                     Grid Az
 AW1526:SPC TXSC     -  MONT BELVIEU MUNICIPAL TANK              021 54 45.1
 AW1526:SPC TX C     -  MONT BELVIEU MUNICIPAL TANK              021 07 25.4
 AW1526:UTM  15      -  MONT BELVIEU MUNICIPAL TANK              024 51 53.1
 AW1526
 AW1526|---------------------------------------------------------------------|
 AW1526| PID    Reference Object                     Distance      Geod. Az  |
 AW1526|                                                           dddmmss.s |
 AW1526| AW6212 MONT BELVIEU MUNICIPAL TANK         APPROX.11.5 KM 0235403.6 |
 AW1526| AW1524 CHURCH AZ MK                                       0775523.0 |
 AW1526| AW1527 CHURCH RM 2                          37.512 METERS 23804     |
 AW1526| AW1525 CHURCH RM 1                          26.909 METERS 35844     |
 AW1526|---------------------------------------------------------------------|
 AW1526
 AW1526                          SUPERSEDED SURVEY CONTROL
 AW1526
 AW1526  NAD 83(1986)-  29 45 25.76993(N)    094 56 28.25193(W) AD(       ) 3
 AW1526  NAD 27      -  29 45 24.95832(N)    094 56 27.52535(W) AD(       ) 3
 AW1526  NGVD 29 (??/??/92)    7.647  (m)           25.09   (f) ADJ UNCH    1 2
 AW1526
 AW1526.Superseded values are not recommended for survey control.
 AW1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1526.See file dsdata.txt to determine how the superseded data were derived.
 AW1526
 AW1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1230593455(NAD 83)
 AW1526_MARKER: DS = TRIANGULATION STATION DISK
 AW1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1526_STAMPING: CHURCH 1952
 AW1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1526+STABILITY: SURFACE MOTION
 AW1526
 AW1526  HISTORY     - Date     Condition        Report By
 AW1526  HISTORY     - 1952     MONUMENTED       CGS
 AW1526  HISTORY     - 1953     GOOD             CGS
 AW1526  HISTORY     - 1963     GOOD             CGS
 AW1526  HISTORY     - 1973     GOOD             NGS
 AW1526  HISTORY     - 1978     GOOD             NGS
 AW1526  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1526  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1526  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1526  HISTORY     - 19900329 MARK NOT FOUND   USPSQD
 AW1526
 AW1526                          STATION DESCRIPTION
 AW1526
 AW1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW1526'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHWEST OF MONT
 AW1526'BELVIEU AND 4 MILES NORTHEAST OF BAYTOWN.  IT IS NEAR THE
 AW1526'EAST CORNER OF A TRIANGULAR PLOT OF GROUND, 58 FEET NORTH
 AW1526'OF THE CENTER OF STATE HIGHWAY 146, 56 FEET SOUTH OF THE
 AW1526'CENTER OF AN EAST-WEST PAVED STREET, 28 FEET SOUTHWEST OF
 AW1526'A POWER LINE POLE, 26 FEET SOUTH OF A TELEPHONE POLE, 8 FEET
 AW1526'SOUTH OF AN EAST-WEST FENCE LINE AND 1.5 FEET SOUTHWEST
 AW1526'OF A WITNESS POST.  IT IS STAMPED CHURCH 1952 AND PROJECTS
 AW1526'4 INCHES.
 AW1526'
 AW1526'REFERENCE MARK NO. 1 IS 59 FEET SOUTH OF THE SOUTHWEST CORNER
 AW1526'OF A HOUSE AND 33 FEET NORTH OF THE CENTER OF AN EAST-WEST
 AW1526'PAVED STREET.  IT IS STAMPED CHURCH NO 1 1952 AND IS SET FLUSH.
 AW1526'
 AW1526'REFERENCE MARK NO. 2 IS 66 FEET NORTH OF THE CENTER OF STATE
 AW1526'HIGHWAY 146, 4 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 1
 AW1526'FOOT EAST OF A TELEPHONE POLE.  IT IS STAMPED CHURCH NO 2
 AW1526'1952 AND PROJECTS 6 INCHES.
 AW1526'
 AW1526'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 AW1526'MARK NO. 2 IS 184.9 FEET.
 AW1526'
 AW1526'THE AZIMUTH MARK IS LOCATED IN AN EAST-WEST FENCE LINE, 49
 AW1526'FEET NORTH OF THE CENTER OF STATE HIGHWAY 146 AND 1 FOOT
 AW1526'WEST OF A WITNESS POST.  IT IS STAMPED CHURCH 1952 AND PROJECTS
 AW1526'6 INCHES.
 AW1526'
 AW1526'TO REACH THE STATION FROM THE POST OFFICE IN MONT BELVIEU,
 AW1526'GO WEST ON A PAVED STREET FOR 0.2 MILE TO STATE HIGHWAY
 AW1526'146.  TURN LEFT AND GO SOUTH AND SOUTHWEST ON STATE HIGHWAY
 AW1526'146 FOR 7.1 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AW1526'CONTINUE WEST-SOUTHWEST ON STATE HIGHWAY 146 FOR 0.5 MILE
 AW1526'TO THE STATION ON THE RIGHT AS DESCRIBED.
 AW1526
 AW1526                          STATION RECOVERY (1953)
 AW1526
 AW1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 AW1526'1 BLOCK SOUTH ALONG SOUTH GALLARD STREET FROM THE POST OFFICE
 AW1526'AT BAYTOWN, THENCE 0.75 MILE EAST ALONG EAST TEXAS AVENUE,
 AW1526'THENCE 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 146, 59.5
 AW1526'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 75.5 FEET
 AW1526'WEST OF A POWER POLE, 55 FEET SOUTH OF THE CENTER LINE OF
 AW1526'AN OILED STREET, 1.4 FEET SOUTH OF A WITNESS POST, IN THE
 AW1526'NORTHEAST END OF A TRIANGULAR SHAPED PLOT OF GROUND, A
 AW1526'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW1526'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED CHURCH 1952.
 AW1526'
 AW1526'CHURCH R.M. 1 IS 148 FEET NORTHWEST OF THE CENTER LINE OF
 AW1526'THE HIGHWAY, 88.28 FEET NORTH OF TRIANGULATION STATION CHURCH
 AW1526'1952, 58.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE,
 AW1526'33 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST OILED
 AW1526'STREET, 7.2 FEET SOUTHEAST OF A FORKED 6 INCH TREE, A REFERENCE
 AW1526'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AW1526'WITH THE GROUND, STAMPED CHURCH NO 1 1952.
 AW1526'
 AW1526'CHURCH R.M. 2 IS 123.08 FEET SOUTHWEST OF TRIANGULATION
 AW1526'STATION CHURCH 1952, 66 FEET NORTHWEST OF THE CENTER LINE
 AW1526'OF THE HIGHWAY, 0.8 FOOT NORTHEAST OF A TELEPHONE POLE, A
 AW1526'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW1526'PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED CHURCH NO 2 1952.
 AW1526'
 AW1526'CHURCH 1952 AZIMUTH IS 0.5 MILE NORTHEAST OF TRIANGULATION
 AW1526'STATION CHURCH 1952, ACROSS THE HIGHWAY FROM A HOUSE, 50
 AW1526'FEET WEST OF A TELEPHONE POLE, 46 FEET NORTH OF THE CENTER
 AW1526'LINE OF STATE HIGHWAY 146, IN A FENCE LINE, 1.4 FEET WEST
 AW1526'OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF
 AW1526'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 AW1526'STAMPED CHURCH 1952.
 AW1526
 AW1526                          STATION RECOVERY (1963)
 AW1526
 AW1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BIW)
 AW1526'CHURCH 1952 WAS RECOVERED AS DESCRIBED.
 AW1526'
 AW1526'CHURCH R.M. 1 WAS RECOVERED AS DESCRIBED.
 AW1526'
 AW1526'CHURCH R.M. 2 WAS RECOVERED AS DESCRIBED.
 AW1526'
 AW1526'CHURCH 1952 AZIMUTH IS ABOUT 1 BLOCK SOUTH ALONG GAILLARD
 AW1526'STREET FROM THE POST OFFICE AT BAYTOWN, THENCE 0.75 MILE
 AW1526'EAST ALONG EAST TEXAS AVENUE, THENCE 2.7 MILES NORTHEAST
 AW1526'ALONG STATE HIGHWAY 146, 46 FEET NORTH OF THE CENTER LINE
 AW1526'OF THE HIGHWAY, 86 FEET EAST OF THE CENTER LINE OF A PRIVATE
 AW1526'DRIVEWAY LEADING TO HOUSE NUMBER 3428 WHICH IS THE R.E. CASEY
 AW1526'RESIDENCE, 50 FEET WEST OF A TELEPHONE POLE, AND SET IN THE
 AW1526'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW1526
 AW1526                          STATION RECOVERY (1973)
 AW1526
 AW1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1526'2.2 MI NE FROM BAYTOWN.
 AW1526'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 146 FROM THE
 AW1526'INTERSECTION WITH EAST TEXAS AVE. IN BAYTOWN, AT THE NORTH END OF THE
 AW1526'TRIANGULAR-SHAPED PLOT OF GROUND, 60 FEET NORTHWEST OF THE CENTER LINE
 AW1526'OF HIGHWAY 146, 30 1/2 FEET SOUTH OF A POWER POLE, 56 FEET SOUTHEAST
 AW1526'OF THE CENTER LINE OF BOB SMITH ROAD, 1 1/2 FEET SOUTHWEST OF A METAL
 AW1526'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW1526'GROUND.  NOTE-- (DISK HAS BEEN HIT).
 AW1526
 AW1526                          STATION RECOVERY (1978)
 AW1526
 AW1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1526'RECOVERED IN GOOD CONDITION.
 AW1526
 AW1526                          STATION RECOVERY (1987)
 AW1526
 AW1526'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAC)
 AW1526'MARK NOT FOUND.
 AW1526
 AW1526                          STATION RECOVERY (1987)
 AW1526
 AW1526'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1526'MARK NOT FOUND.
 AW1526
 AW1526                          STATION RECOVERY (1987)
 AW1526
 AW1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1526'NOT RECOVERED, NO EVIDENCE OF THE MARK WAS FOUND, CONSIDER DESTROYED
 AW1526'BY HIGHWAY CONSTRUCTION.
 AW1526
 AW1526                          STATION RECOVERY (1990)
 AW1526
 AW1526'RECOVERY NOTE BY US POWER SQUADRON 1990 (DJW)
 AW1526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0672 ***********************************************************************
 CR0672  DESIGNATION -  CHURCH
 CR0672  PID         -  CR0672
 CR0672  STATE/COUNTY-  TX/VAN ZANDT
 CR0672  USGS QUAD   -  MURCHISON WEST (1984)
 CR0672
 CR0672                         *CURRENT SURVEY CONTROL
 CR0672  ___________________________________________________________________
 CR0672* NAD 83(1993)-  32 21 36.14284(N)    095 51 18.84253(W)     ADJUSTED  
 CR0672* NAVD 88     -       165.936  (meters)     544.41   (feet)  ADJUSTED  
 CR0672  ___________________________________________________________________
 CR0672  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 CR0672  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0672  DYNAMIC HT  -         165.744 (meters)     543.78  (feet)  COMP
 CR0672  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 CR0672
 CR0672  HORZ ORDER  -  FIRST
 CR0672  VERT ORDER  -  SECOND    CLASS 0
 CR0672
 CR0672.The horizontal coordinates were established by classical geodetic methods
 CR0672.and adjusted by the National Geodetic Survey in February 1996..
 CR0672
 CR0672.The orthometric height was determined by differential leveling
 CR0672.and adjusted by the National Geodetic Survey in June 1991..
 CR0672
 CR0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0672
 CR0672.The geoid height was determined by GEOID03.
 CR0672
 CR0672.The dynamic height is computed by dividing the NAVD 88
 CR0672.geopotential number by the normal gravity value computed on the
 CR0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0672.degrees latitude (g = 980.6199 gals.).
 CR0672
 CR0672.The modeled gravity was interpolated from observed gravity values.
 CR0672
 CR0672;                    North         East     Units Scale Factor Converg.
 CR0672;SPC TXNC     - 2,080,022.389   848,890.739   MT  0.99994493   +1 26 32.8
 CR0672;SPC TXNC     - 6,824,206.79  2,785,069.03   sFT  0.99994493   +1 26 32.8
 CR0672;UTM  15      - 3,583,929.541   231,319.226   MT  1.00049031   -1 31 44.9
 CR0672
 CR0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0672!SPC TXNC     -   0.99997797  x   0.99994493  =   0.99992290
 CR0672!UTM  15      -   0.99997797  x   1.00049031  =   1.00046827
 CR0672
 CR0672|---------------------------------------------------------------------|
 CR0672| PID    Reference Object                     Distance      Geod. Az  |
 CR0672|                                                           dddmmss.s |
 CR0672| CR0671 CHURCH RM 3                          22.811 METERS 03426     |
 CR0672| CR0670 CHURCH RM 1                          33.409 METERS 08508     |
 CR0672| CR1313 ASH                                 APPROX.11.4 KM 1502852.3 |
 CR0672| CR0674 CHURCH RM 2                          35.308 METERS 18649     |
 CR0672| CR0675 CHURCH AZ MK                                       2375757.1 |
 CR0672| CR0673 CHURCH RM 4                          35.649 METERS 27224     |
 CR0672|---------------------------------------------------------------------|
 CR0672
 CR0672                          SUPERSEDED SURVEY CONTROL
 CR0672
 CR0672  NAD 83(1986)-  32 21 36.15048(N)    095 51 18.82719(W) AD(       ) 1
 CR0672  NAD 27      -  32 21 35.63200(N)    095 51 17.95200(W) AD(       ) 1
 CR0672  NGVD 29 (??/??/92)  165.947  (m)          544.44   (f) ADJ UNCH    2 0
 CR0672
 CR0672.Superseded values are not recommended for survey control.
 CR0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0672.See file dsdata.txt to determine how the superseded data were derived.
 CR0672
 CR0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR3131983930(NAD 83)
 CR0672_MARKER: DS = TRIANGULATION STATION DISK
 CR0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0672_STAMPING: CHURCH 1935 544
 CR0672_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CR0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0672+STABILITY: SURFACE MOTION
 CR0672
 CR0672  HISTORY     - Date     Condition        Report By
 CR0672  HISTORY     - 1935     MONUMENTED       CGS
 CR0672  HISTORY     - 1937     GOOD             TXHD
 CR0672  HISTORY     - 1948     GOOD             NGS
 CR0672  HISTORY     - 1949     GOOD             CGS
 CR0672  HISTORY     - 1950     GOOD             CGS
 CR0672  HISTORY     - 1956     GOOD             CGS
 CR0672  HISTORY     - 1957     GOOD             CGS
 CR0672  HISTORY     - 1957     GOOD             NGS
 CR0672  HISTORY     - 19780207 GOOD             USGS
 CR0672  HISTORY     - 1981     GOOD             NGS
 CR0672  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0672  HISTORY     - 19980623 MARK NOT FOUND   TXDOT
 CR0672
 CR0672                          STATION DESCRIPTION
 CR0672
 CR0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR0672'STATION IS ABOUT 10-1/2 MILES N OF ATHENS, ABOUT 13 MILES S OF
 CR0672'CANTON, ABOUT 15 MILES E OF MABANK IN A CHURCH YARD, 0.4 MILE
 CR0672'W OF STATE HIGHWAY 19, 0.25 MILE N OF HENDERSON-VAN ZANDT
 CR0672'COUNTY LINE.  THE STATION MARK IS AT S SIDE OF CHURCH YARD, 72.2
 CR0672'FEET S OF THE SE CORNER OF OLD FRAME CHURCH BUILDING, 51.1 FEET
 CR0672'SSW OF 30-INCH OAK TREE, WHICH IS LARGEST TREE IN THE CHURCH
 CR0672'YARD, 40 FEET NW OF THE CENTER LINE OF ROAD.  THE MARK IS FLUSH
 CR0672'WITH THE GROUND.
 CR0672'
 CR0672'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR0672'BRONZE DISKS SET IN CONCRETE.
 CR0672'
 CR0672'REFERENCE MARK NO. 1 IS E AND ACROSS ROAD FROM STATION, 116.7
 CR0672'FEET SE OF THE SE CORNER OF CHURCH, 27 FEET SE OF THE CENTER
 CR0672'LINE OF ROAD, 3 FEET NW OF FENCE LINE.  THE MARK PROJECTS 4
 CR0672'INCHES.
 CR0672'
 CR0672'REFERENCE MARK NO. 2 IS S AND ACROSS ROAD FROM STATION, 27 FEET
 CR0672'SE OF THE CENTER LINE OF ROAD, 4 FEET NW OF FENCE LINE.  THE
 CR0672'MARK PROJECTS 4 INCHES.
 CR0672'
 CR0672'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 174.85 FEET.
 CR0672'
 CR0672'THE AZIMUTH MARK IS SW OF THE STATION AT N EDGE OF GARDEN
 CR0672'PLOT WHICH IS SURROUNDED BY A PICKET FENCE, 27 FEET S OF THE
 CR0672'CENTER LINE OF ROAD, 14 FEET W OF FENCE CORNER AT NE CORNER OF
 CR0672'GARDEN, 40 YARDS NE OF FARMHOUSE.  THE MARK PROJECTS 5 INCHES.
 CR0672'
 CR0672'TO REACH STATION FROM THE NW CORNER OF THE SQUARE IN ATHENS,
 CR0672'FOLLOW STATE HIGHWAY 19 N, 10.8 MILES TO CROSSROADS.  THIS
 CR0672'CROSSROADS IS 0.25 MILE N OF THE HENDERSON-VAN ZANDT COUNTY
 CR0672'LINE.  JUST N OF THIS CROSSROADS THERE ARE TWIN EVERGREENS
 CR0672'NEAR THE W RIGHT-OF-WAY FENCE.  FROM CROSSROADS GO W 0.4 MILE
 CR0672'TO CHURCH AND STATION.
 CR0672'
 CR0672'ALL LIGHTS COME INTO VIEW AT 54 FEET.
 CR0672
 CR0672                          STATION RECOVERY (1937)
 CR0672
 CR0672'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CR0672'DESCRIPTION SATISFACTORY.  STATION AND REFERENCE MARK NO. 1
 CR0672'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CR0672
 CR0672                          STATION RECOVERY (1948)
 CR0672
 CR0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CR0672'11.3 MI NW FROM ATHENS.
 CR0672'10.9 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT ATHENS,
 CR0672'THENCE 0.4 MILE WEST ALONG A GRADED DIRT ROAD, 72.2 FEET SOUTH OF THE
 CR0672'SOUTHEAST CORNER OF A CHURCH, 42.0 FEET NORTHWEST OF THE CENTER LINE
 CR0672'OF THE ROAD, 50.5 FEET SOUTH SOUTHWEST OF A 30-INCH OAK TREE, SET IN
 CR0672'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CR0672
 CR0672                          STATION RECOVERY (1949)
 CR0672
 CR0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR0672'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CR0672'FOUND IN GOOD CONDITION.  THE 1935 DESCRIPTION IS ADEQUATE.
 CR0672'
 CR0672'HEIGHT OF LIGHT ABOVE STATION MARK- 22 METERS.
 CR0672
 CR0672                          STATION RECOVERY (1950)
 CR0672
 CR0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR0672'STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 CR0672'FOUND IN GOOD CONDITION.
 CR0672
 CR0672                          STATION RECOVERY (1956)
 CR0672
 CR0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR0672'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 CR0672'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CR0672'STATION SITE ARE CORRECT.
 CR0672
 CR0672                          STATION RECOVERY (1957)
 CR0672
 CR0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 CR0672'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 CR0672'DESCRIBED.  THE REFERENCE MARKS WERE DESTROYED AT THE REQUEST
 CR0672'OF THE TEXAS HIGHWAY DEPT. TO CLEAR NEW HIGHWAY CONSTRUCTION
 CR0672'AREAS.
 CR0672'
 CR0672'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CHURCH 1935
 CR0672'NO. 3 1957 IN A DRILL HOLE IN BEDROCK OUTCROP, 32.8 FEET ESE OF
 CR0672'THE SE CORNER OF THE WALTON ASSEMBLY OF GOD CHURCH HOUSE AND
 CR0672'26.6 FEET NNE. OF A 24 INCH OAK TREE.
 CR0672'
 CR0672'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED CHURCH 1935
 CR0672'NO. 4 1957 IN A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 CR0672'IN THE WEST PART OF THE CHURCH YARD AND IS 5 FEET SOUTHEAST
 CR0672'OF A 14 INCH OAK TREE, 61 FEET SE OF THE ENTRANCE GATE TO THE
 CR0672'CEMETERY AND 28.2 FEET ENE OF THE SOUTH EAST CORNER OF THE
 CR0672'CEMETERY.
 CR0672'
 CR0672'THE STATION MARK IS A DISK STAMPED CHURCH 1935 IN A CONCRETE
 CR0672'POST FLUSH WITH THE SURFACE OF THE FRONT YARD OF THE CHURCH
 CR0672'AND IS NEAR THE SOUTH RIGHT-OF-WAY LINE OF THE HIGHWAY.
 CR0672'
 CR0672'THE AZIMUTH MARK WAS NOT RECOVERED.
 CR0672'
 CR0672'TO REACH THE STATION FROM WALTON WHICH IS A SETTLEMENT ON STATE
 CR0672'HIGHWAY NO. 19 ABOUT MIDWAY BETWEEN CANTON AND PALESTINE.  GO
 CR0672'WEST ON A BLACKTOP ROAD 0.4 MILE TO THE CHURCH ON THE RIGHT AND
 CR0672'THE STATION.
 CR0672
 CR0672                          STATION RECOVERY (1957)
 CR0672
 CR0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CR0672'RECOVERED IN GOOD CONDITION.
 CR0672
 CR0672                          STATION RECOVERY (1978)
 CR0672
 CR0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RVS)
 CR0672'RECOVERED IN GOOD CONDITION.
 CR0672
 CR0672                          STATION RECOVERY (1981)
 CR0672
 CR0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CR0672'STATION MARK WAS FOUND IN GOOD CONDITION.  NONE OF THE OTHER MARKS
 CR0672'COULD BE FOUND.  A NEW REFERENCE MARK 5 AND REFERENCE MARK 6 WERE SET
 CR0672'AT THIS TIME.  THE DIRECTION TO POLARIS IS BLOCKED BY A LARGE OAK
 CR0672'TREE AND A NEW AZIMUTH MARK WAS NOT SET AT THIS TIME.  THERE WILL BE
 CR0672'A SUITABLE PLACE FOR AN AZIMUTH WHEN THE ROAD CREW FINISHES
 CR0672'CONSTRUCTION ALONG THE ROAD.  ANY MARK SET AT THIS TIME WOULD BE IN
 CR0672'THE WAY OF THE ROAD WORK.
 CR0672'
 CR0672'THE STATION IS LOCATED 16 KM (10 MI) NORTH OF ATHENS, 21 KM (13 MI)
 CR0672'SOUTH OF CANTON IN THE YARD OF THE WALTON ASSEMBLY OF GOD CHURCH 0.6
 CR0672'KM (0.4 MI) WEST OF THE VILLAGE OF WALTON.  OWNERSHIP---WALTON
 CR0672'ASSEMBLY OF GOD CHURCH.
 CR0672'
 CR0672'TO REACH THE STATION FROM THE HENDERSON-VAN ZANDT CCOUNTY LINE, 16 KM
 CR0672'(10 MI) NORTH OF ATHENS, GO NORTH ON STATE HIGHWAY 19 FOR 0.48 KM
 CR0672'(0.3 MI) TO FARM MARKET ROAD 1861 IN THE VILLAGE OF WALTON.  TURN
 CR0672'LEFT AND GO WEST ON FM 1861 0.64 KM (0.4 MI) TO THE STATION ON THE
 CR0672'RIGHT AT A CHURCH.
 CR0672'
 CR0672'STATION MARK IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE
 CR0672'CONCRETE MONUMENT PROJECTING 5 CM AND STAMPED---CHURCH 544 1935---.
 CR0672'IT IS 29.3 METERS SOUTHWEST OF A FLAG POLE, 13.7 M SOUTH-SOUTHEAST OF
 CR0672'A 100 CM LIVE OAK TREE AND 13.4 M NORTHWEST OF THE CENTERLINE OF THE
 CR0672'ROAD.
 CR0672'
 CR0672'REFERENCE MARK 5 IS A STANDARD NGS DISK SET IN A DRILL HOLE IN A
 CR0672'BEDROCK OUTCROP STAMPED---CHURCH NO 5 1981---.  IT IS 13.7 METERS
 CR0672'SOUTH OF THE FLAG POLE AND 15.5 M NORTHWEST OF THE CENTERLINE OF THE
 CR0672'ROAD.  IT IS SET IN THE LARGEST SLAB OF ROCK IN THE CHURCH YARD.  THE
 CR0672'MARK IS DUE SOUTH OF THE EAST DOOR ON THE SOUTH SIDE OF THE CHURCH.
 CR0672'
 CR0672'REFERENCE MARK 6 IS A STANDARD NGS DISK SET IN A DRILL HOLE IN A
 CR0672'BEDROCK OUTCROP STAMPED---CHURCH NO 6 1981---.  IT IS 25.6 M
 CR0672'NORTHWEST OF THE CENTERLINE OF THE ROAD AND 2.0 M SOUTHWEST OF THE
 CR0672'100 CM LIVE OAK TREE.
 CR0672
 CR0672                          STATION RECOVERY (1995)
 CR0672
 CR0672'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0672'MARK NOT FOUND.
 CR0672
 CR0672                          STATION RECOVERY (1998)
 CR0672
 CR0672'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CR0672'STATION SEARCHED FOR, NOT FOUND - OTHER MARKS NOT SEARCHED FOR -
 CR0672'STATION APPEARS TO BE UNDER PAVED SURFACE OF CHURCHED PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0921 ***********************************************************************
 FM0921  DESIGNATION -  CHURCH
 FM0921  PID         -  FM0921
 FM0921  STATE/COUNTY-  TX/DEAF SMITH
 FM0921  USGS QUAD   -  NORTON LAKE (1966)
 FM0921
 FM0921                         *CURRENT SURVEY CONTROL
 FM0921  ___________________________________________________________________
 FM0921* NAD 83(1993)-  35 02 12.87685(N)    102 51 08.18440(W)     ADJUSTED  
 FM0921* NAVD 88     -      1305.3    (meters)    4282.     (feet)  VERTCON   
 FM0921  ___________________________________________________________________
 FM0921  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 FM0921  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 FM0921
 FM0921  HORZ ORDER  -  FIRST
 FM0921
 FM0921.The horizontal coordinates were established by classical geodetic methods
 FM0921.and adjusted by the National Geodetic Survey in February 1996..
 FM0921
 FM0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0921
 FM0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0921
 FM0921.The geoid height was determined by GEOID03.
 FM0921
 FM0921;                    North         East     Units Scale Factor Converg.
 FM0921;SPC TX N     - 1,115,875.467    76,621.024   MT  0.99993285   -0 47 01.3
 FM0921;SPC TX N     - 3,661,001.43    251,380.81   sFT  0.99993285   -0 47 01.3
 FM0921;UTM  13      - 3,879,244.894   695,911.323   MT  1.00007305   +1 14 00.3
 FM0921
 FM0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0921!SPC TX N     -   0.99979896  x   0.99993285  =   0.99973182
 FM0921!UTM  13      -   0.99979896  x   1.00007305  =   0.99987200
 FM0921
 FM0921|---------------------------------------------------------------------|
 FM0921| PID    Reference Object                     Distance      Geod. Az  |
 FM0921|                                                           dddmmss.s |
 FM0921| CJ6893 CHURCH RM 1                          27.957 METERS 01840     |
 FM0921| FM0918 AIRWAY BEACON 91                    APPROX.27.0 KM 0424742.7 |
 FM0921| FM0903 AIRWAY BEACON 92                    APPROX.43.1 KM 0615528.5 |
 FM0921| CJ6894 CHURCH RM 2                          26.082 METERS 10808     |
 FM0921| CJ6895 CHURCH RM 3                          33.110 METERS 12404     |
 FM0921| CJ6892 CHURCH AZ MK                                       1775210.9 |
 FM0921|---------------------------------------------------------------------|
 FM0921
 FM0921                          SUPERSEDED SURVEY CONTROL
 FM0921
 FM0921  NAD 83(1993)-  35 02 12.88213(N)    102 51 08.17976(W) AD(       ) 1
 FM0921  NAD 83(1986)-  35 02 12.88328(N)    102 51 08.17642(W) AD(       ) 1
 FM0921  NAD 27      -  35 02 12.66800(N)    102 51 06.38600(W) AD(       ) 1
 FM0921  NGVD 29 (07/19/86) 1304.7    (m)         4281.     (f) VERT ANG       
 FM0921
 FM0921.Superseded values are not recommended for survey control.
 FM0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0921.See file dsdata.txt to determine how the superseded data were derived.
 FM0921
 FM0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU9591179245(NAD 83)
 FM0921_MARKER: DS = TRIANGULATION STATION DISK
 FM0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0921
 FM0921  HISTORY     - Date     Condition        Report By
 FM0921  HISTORY     - 1934     MONUMENTED       CGS
 FM0921  HISTORY     - 1938     GOOD             TXHD
 FM0921  HISTORY     - 1958     GOOD             CGS
 FM0921  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0921  HISTORY     - 1968     GOOD             CGS
 FM0921
 FM0921                          STATION DESCRIPTION
 FM0921
 FM0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0921'STATION IS ABOUT 18 MILES SW OF ADRIAN, ON CULTIVATED LAND
 FM0921'MANAGED BY MR. OVERSTREET, A REALTOR OF FARWELL, 0.5 MILE N OF
 FM0921'THE HOME OF MR. J.E. MORRISON, 1-1/2 MILES N OF THE HOME OF
 FM0921'MR. C.H. WISE, 0.15 MILE S OF A GRAY STUCCO CHURCH AND 28.5 FEET
 FM0921'W OF THE W RIGHT-OF-WAY FENCE ALONG A SECTION LINE ROAD.  THE
 FM0921'MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 FM0921'
 FM0921'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 FM0921'STANDARD BRONZE DISKS, SET IN CONCRETE.
 FM0921'
 FM0921'REFERENCE MARK NO. 1, IS NNE OF THE STATION, 1.5 FEET E OF THE
 FM0921'W RIGHT-OF-WAY FENCE AND PROJECTS 4 INCHES.
 FM0921'
 FM0921'REFERENCE MARK NO. 2 IS ESE OF THE STATION, 2 FEET W OF THE
 FM0921'E RIGHT-OF-WAY FENCE AND PROJECTS 4 INCHES.
 FM0921'
 FM0921'AZIMUTH MARK IS S OF THE STATION, 92.5 FEET W OF THE NW CORNER
 FM0921'OF MR. J.E. MORRISONS HOUSE, 75 FEET S OF A S GATE POST, 1
 FM0921'FOOT W OF THE E RIGHT-OF-WAY FENCE AND PROJECTS 4 INCHES.
 FM0921'
 FM0921'TO REACH FROM ADRIAN GO E ON U.S. HIGHWAY 66 FOR 0.7 MILE,
 FM0921'LEAVE HIGHWAY 66 AND TURN S, CROSS THE RAILROAD TRACKS AND GO
 FM0921'S ON A GRADED ROAD ALONG A TWO-WIRE TRANSMISSION LINE FOR
 FM0921'4.3 MILES TO CROSSROADS, WHICH IS ABOUT 1/2 MILE SW OF AIRWAY
 FM0921'BEACON NO. 91 AT AN EMERGENCY LANDING FIELD OF THE LOS
 FM0921'ANGELES-AMARILLO AIRWAY.  TURN RIGHT AND GO W ON A GRADED
 FM0921'ROAD 6.0 MILES TO A CROSSROADS (ONLY A T-INTERSECTION TO THE
 FM0921'MAIN ROADS), T-INTERSECTION OF THE MAIN ROADS THEN LEFT AND
 FM0921'GO S 1.0 MILE, KEEPING THE MAIN ROAD, GO W 0.6 MILE, THEN S
 FM0921'0.2 MILE, THEN W 3.5 MILES, THEN S 1.0 MILE AND THEN W 1.0
 FM0921'MILE TO AN INTERSECTION OF FENCES.  TURN LEFT AND GO S ON
 FM0921'THE GRADED ROAD FOR 9.45 MILES TO A COMMUNITY CHURCH, (A
 FM0921'STUCCO BUILDING ON THE W SIDE OF THE ROAD).  CONTINUE S
 FM0921'FROM THE CHURCH FOR 0.15 MILE.  THE STATION IS 28.5 FEET
 FM0921'W OF THE W RIGHT-OF-WAY AT THIS POINT.
 FM0921'
 FM0921'ALL OBJECTS, EXCEPT VEGA SOUTH BASE AND HEIRS, ARE VISIBLE
 FM0921'FROM THE GROUND.  TO CLEAR THE LINES TO THESE STATIONS IT WILL
 FM0921'BE NECESSARY TO ERECT A 30-FOOT INSTRUMENT STAND.
 FM0921
 FM0921                          STATION RECOVERY (1938)
 FM0921
 FM0921'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 FM0921'ORIGINAL DESCRIPTION GOOD.  FAILED TO RECOVER ANY MARKS
 FM0921'EXCEPT AZIMUTH.  OTHER MARKS WERE PROBABLY IN GOOD CONDITION
 FM0921'BUT WERE COVERED BY 4 OR 5 INCHES OF SNOW AND VERY LIKELY SAND
 FM0921'AS WELL.
 FM0921
 FM0921                          STATION RECOVERY (1958)
 FM0921
 FM0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 FM0921'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 FM0921'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 FM0921'WAS DESTROYED WHEN THE ROAD WAS IMPROVED.
 FM0921'
 FM0921'SEVERAL DISCREPANCIES WERE NOTED IN THE ORIGINAL TO REACH.
 FM0921'
 FM0921'A NEW AND COMPLETE TO REACH FOLLOWS.
 FM0921'
 FM0921'TO REACH THE STATION FROM ADRIAN GO EAST ON U.S. HIGHWAY 66
 FM0921'FOR 0.7 MILE TO TEXAS STATE ROAD 214.  TURN RIGHT AND GO
 FM0921'SOUTH ON TEXAS STATE ROAD 214 FOR 17.0 MILES TO THE JUNCTION
 FM0921'WITH TEXAS FARM ROAD 1412, TURN RIGHT AND GO WEST ON TEXAS
 FM0921'STATE ROAD 214 FOR 9.2 MILES TO A POINT WHERE THE MAIN ROAD
 FM0921'CURVES TO THE SOUTH, CONTINUE WEST ON THE GRADED ROAD FOR
 FM0921'2.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON GRADED
 FM0921'ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT.  THIS IS 0.15
 FM0921'MILE BEFORE REACHING A STUCCO CHURCH.
 FM0921
 FM0921                          STATION RECOVERY (1966)
 FM0921
 FM0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0921'STATION WAS CAREFULLY SEARCHED FOR AND NOT FOUND.  AREA
 FM0921'DESCRIBED WAS FARMED AT ONE TIME.  SUB-SURFACE MARK NOT
 FM0921'SEARCHED FOR BECAUSE RMS ARE DESTROYED.
 FM0921'
 FM0921'AZIMUTH MARK IN GOOD CONDITION.
 FM0921
 FM0921                          STATION RECOVERY (1968)
 FM0921
 FM0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FM0921'STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 FM0921'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 FM0921'WAS DESTROYED BY ROAD CONSTRUCTION.
 FM0921'
 FM0921'REFERENCE MARK NO. 3 WAS SET.
 FM0921'
 FM0921'FOLLOWING IS A NEW DESCRIPTION.
 FM0921'
 FM0921'TO REACH THE STATION FROM ADRIAN, GO EAST ON U.S. HIGHWAY 66
 FM0921'FOR 0.7 MILE TO TEXAS STATE ROAD 214.  TURN RIGHT AND GO
 FM0921'SOUTH ON TEXAS STATE ROAD 214 FOR 17.0 MILES TO THE JUNCTION OF
 FM0921'FARM ROAD 1412.  TURN RIGHT AND GO WEST ON TEXAS STATE ROAD
 FM0921'214 FOR 9.2 MILES TO A POINT WHERE THE MAIN ROAD CURVES TO THE
 FM0921'SOUTH.  CONTINUE WEST ON A GRADED ROAD FOR 2.2 MILES TO A
 FM0921'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 0.35
 FM0921'MILE TO THE STATION ON THE LEFT.  (THIS IS ABOUT 0.15 MILE
 FM0921'BEFORE REACHING A STUCCO CHURCH.)
 FM0921'
 FM0921'STATION MARK, A STANDARD DISK STAMPED CHURCH 1934, IS SET IN
 FM0921'THE TOP OF A SQUARE CONCRETE POST WHICH IS 12 INCHES BELOW
 FM0921'THE SURFACE OF THE GROUND.  IT IS 307 FEET SOUTH-SOUTHWEST OF A
 FM0921'POWERLINE POLE, 110 FEET NORTHWEST OF A POWERLINE POLE, 58.5
 FM0921'FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD,
 FM0921'AND 30 FEET WEST OF OLD FENCE LINE.  THE UNDERGROUND MARK WAS
 FM0921'NOT INSPECTED.
 FM0921'
 FM0921'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHURCH NO. 1
 FM0921'1934, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 FM0921'3 INCHES.  IT IS 29 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 FM0921'ROAD, 1 FOOT EAST OF THE OLD FENCE LINE, AND 1 FOOT SOUTH OF A
 FM0921'METAL WITNESS POST.
 FM0921'
 FM0921'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CHURCH 1934 NO.
 FM0921'1 1968, SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 FM0921'1 INCH.  IT IS 31 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 FM0921'ROAD, AND 1.5 FEET NORTH OF A TELEPHONE POLE.
 FM0921'
 FM0921'AZIMUTH MARK, A STANDARD DISK STAMPED CHURCH AZIMUTH 1934, IS
 FM0921'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 FM0921'INCHES.  IT IS 92.5 FEET WEST OF THE NORTHWEST CORNER OF A
 FM0921'HOUSE, 31.5 FEET SOUTH OF A POWERLINE POLE WITH A TRANSFORMER,
 FM0921'30 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, AND
 FM0921'1 FOOT NORTH OF A METAL WITNESS POST.
 FM0921'
 FM0921'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 FM0921'GRAVELED ROAD FOR 0.5 MILE TO A HOUSE AND THE AZIMUTH MARK ON
 FM0921'THE LEFT.
 FM0921'
 FM0921'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 18
 FM0921'MILES SW OF ADRIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0919 ***********************************************************************
 GK0919  DESIGNATION -  CHURCH
 GK0919  PID         -  GK0919
 GK0919  STATE/COUNTY-  TX/SHERMAN
 GK0919  USGS QUAD   -  SPURLOCK CHAPEL (1965)
 GK0919
 GK0919                         *CURRENT SURVEY CONTROL
 GK0919  ___________________________________________________________________
 GK0919* NAD 83(1993)-  36 08 24.77997(N)    101 52 49.24815(W)     ADJUSTED  
 GK0919* NAVD 88     -      1078.     (meters)    3537.     (feet)  SCALED    
 GK0919  ___________________________________________________________________
 GK0919  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 GK0919  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 GK0919
 GK0919  HORZ ORDER  -  SECOND
 GK0919
 GK0919.The horizontal coordinates were established by classical geodetic methods
 GK0919.and adjusted by the National Geodetic Survey in February 1996..
 GK0919
 GK0919.The orthometric height was scaled from a topographic map.
 GK0919
 GK0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0919
 GK0919.The geoid height was determined by GEOID03.
 GK0919
 GK0919;                    North         East     Units Scale Factor Converg.
 GK0919;SPC TX N     - 1,237,502.428   165,767.767   MT  0.99999023   -0 13 13.5
 GK0919;SPC TX N     - 4,060,039.22    543,856.42   sFT  0.99999023   -0 13 13.5
 GK0919;UTM  14      - 4,003,344.600   240,828.017   MT  1.00042772   -1 41 58.8
 GK0919
 GK0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0919!SPC TX N     -   0.99983486  x   0.99999023  =   0.99982509
 GK0919!UTM  14      -   0.99983486  x   1.00042772  =   1.00026251
 GK0919
 GK0919|---------------------------------------------------------------------|
 GK0919| PID    Reference Object                     Distance      Geod. Az  |
 GK0919|                                                           dddmmss.s |
 GK0919| CM8666 CHURCH RM 1                          21.578 METERS 00835     |
 GK0919| GK0566 V 259                                              0900055.8 |
 GK0919| CM8667 CHURCH RM 2                          21.810 METERS 26510     |
 GK0919|---------------------------------------------------------------------|
 GK0919
 GK0919                          SUPERSEDED SURVEY CONTROL
 GK0919
 GK0919  NAD 83(1993)-  36 08 24.77950(N)    101 52 49.24828(W) AD(       ) 2
 GK0919  NAD 83(1986)-  36 08 24.78944(N)    101 52 49.23678(W) AD(       ) 2
 GK0919  NAD 27      -  36 08 24.66800(N)    101 52 47.61900(W) AD(       ) 2
 GK0919
 GK0919.Superseded values are not recommended for survey control.
 GK0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0919.See file dsdata.txt to determine how the superseded data were derived.
 GK0919
 GK0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4082803345(NAD 83)
 GK0919_MARKER: DS = TRIANGULATION STATION DISK
 GK0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0919_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0919
 GK0919  HISTORY     - Date     Condition        Report By
 GK0919  HISTORY     - 1953     MONUMENTED       CGS
 GK0919  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0919
 GK0919                          STATION DESCRIPTION
 GK0919
 GK0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0919'THE STATION IS LOCATED ALONG THE NORTH SIDE OF AN EAST-WEST PAVED
 GK0919'FARM ROAD 1573.  IT IS LOCATED AIRLINE ABOUT 9 MILES NORTHWEST
 GK0919'OF SUNRAY AND ABOUT 10 MILES NORTHEAST OF ETTER.
 GK0919'
 GK0919'THE STATION IS A STANDARD DISK STAMPED CHURCH 1953 SET IN TOP
 GK0919'OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER
 GK0919'AND PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 9 FEET WEST
 GK0919'OF A FENCE CORNER, 42 FEET NORTH OF THE CENTER LINE OF FARM
 GK0919'ROAD 1573, 16 FEET SOUTHWEST OF A WHITE WITNESS POST, AND ABOUT
 GK0919'175 FEET EAST OF THE STEPS LEADING TO THE SPURLOCK CHURCH.
 GK0919'
 GK0919'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHURCH
 GK0919'NO 1 1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12
 GK0919'INCHES IN DIAMETER, ABOUT FLUSH WITH THE GROUND, AND IS ABOUT 10
 GK0919'INCHES LOWER THAN THE STATION.  IT IS 1 FOOT WEST OF A NORTH-SOUTH
 GK0919'FENCE LINE.
 GK0919'
 GK0919'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHURCH
 GK0919'NO 2 1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12
 GK0919'INCHES IN DIAMETER, PROJECTS ABOUT 8 INCHES ABOVE THE GROUND,
 GK0919'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 33 FEET
 GK0919'NORTH OF THE CENTER LINE OF FARM ROAD 1573 AND 2 FEET NORTH OF
 GK0919'A TELEPHONE POLE.
 GK0919'
 GK0919'BM V259 (AZIMUTH MARK) IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 GK0919'BENCH MARK DISK STAMPED V259 1952 SET IN TOP OF A CONCRETE
 GK0919'CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER AND PROJECTS ABOUT
 GK0919'2 INCHES ABOVE THE GROUND.  IT IS 2 FEET WEST OF A TELEPHONE
 GK0919'POLE, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE, AND 36 FEET
 GK0919'NORTH OF THE CENTER LINE OF FARM ROAD 1573.
 GK0919'
 GK0919'TO REACH THE STATION FROM THE CITY HALL IN SUNRAY, GO NORTH ON
 GK0919'STATE HIGHWAY 119 FOR 8.3 MILES TO A T-ROAD.  TURN LEFT AND
 GK0919'GO WEST ON FARM ROAD 1573 FOR 2.0 MILES TO A TELEPHONE POLE ON
 GK0919'THE RIGHT, NORTH, AND THE AZIMUTH MARK.  CONTINUE WEST ON THE
 GK0919'FARM ROAD FOR 0.9 MILE TO A WHITE WITNESS POST ON THE RIGHT,
 GK0919'NORTH, AND THE STATION.
 GK0919
 GK0919                          STATION RECOVERY (1965)
 GK0919
 GK0919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0919'STATION SEARCHED FOR BUT NOT FOUND.  THE FORMER LOCATION OF
 GK0919'THE MARK NOW FALLS INSIDE OF BORROW DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1524 ***********************************************************************
 AW1524  DESIGNATION -  CHURCH AZ MK
 AW1524  PID         -  AW1524
 AW1524  STATE/COUNTY-  TX/HARRIS
 AW1524  USGS QUAD   -  MONT BELVIEU (1994)
 AW1524
 AW1524                         *CURRENT SURVEY CONTROL
 AW1524  ___________________________________________________________________
 AW1524* NAD 83(1986)-  29 45 31.     (N)    094 56 00.     (W)     SCALED    
 AW1524* NAVD 88     -         6.990  (meters)      22.93   (feet)  ADJUSTED  
 AW1524  ___________________________________________________________________
 AW1524  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW1524  DYNAMIC HT  -           6.980 (meters)      22.90  (feet)  COMP
 AW1524  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 AW1524
 AW1524  VERT ORDER  -  FIRST     CLASS II
 AW1524
 AW1524.The horizontal coordinates were scaled from a topographic map and have
 AW1524.an estimated accuracy of +/- 6 seconds.
 AW1524
 AW1524.The orthometric height was determined by differential leveling
 AW1524.and adjusted by the National Geodetic Survey in June 1991..
 AW1524
 AW1524.The geoid height was determined by GEOID03.
 AW1524
 AW1524.The dynamic height is computed by dividing the NAVD 88
 AW1524.geopotential number by the normal gravity value computed on the
 AW1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1524.degrees latitude (g = 980.6199 gals.).
 AW1524
 AW1524.The modeled gravity was interpolated from observed gravity values.
 AW1524
 AW1524;                    North         East    Units  Estimated Accuracy
 AW1524;SPC TXSC     - 4,220,210.      993,200.      MT  (+/- 180 meters Scaled)
 AW1524
 AW1524                          SUPERSEDED SURVEY CONTROL
 AW1524
 AW1524  NGVD 29 (12/23/87)    6.988  (m)           22.93   (f) ADJUSTED    1 2
 AW1524
 AW1524.Superseded values are not recommended for survey control.
 AW1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1524.See file dsdata.txt to determine how the superseded data were derived.
 AW1524
 AW1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN130936(NAD 83)
 AW1524_MARKER: DZ = AZIMUTH MARK DISK
 AW1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1524_SP_SET: CONCRETE POST
 AW1524_STAMPING: CHURCH 1952
 AW1524_MARK LOGO: CGS   
 AW1524_PROJECTION: PROJECTING 10 CENTIMETERS
 AW1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1524+STABILITY: SURFACE MOTION
 AW1524
 AW1524  HISTORY     - Date     Condition        Report By
 AW1524  HISTORY     - 1952     MONUMENTED       CGS
 AW1524  HISTORY     - 1973     GOOD             NGS
 AW1524  HISTORY     - 1978     GOOD             NGS
 AW1524  HISTORY     - 1987     GOOD             NGS
 AW1524  HISTORY     - 19910511 GOOD             USPSQD
 AW1524  HISTORY     - 19940722 GOOD             USPSQD
 AW1524  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1524
 AW1524                          STATION DESCRIPTION
 AW1524
 AW1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1524'2.7 MI NE FROM BAYTOWN.
 AW1524'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 146 FROM THE
 AW1524'INTERSECTION OF EAST TEXAS AVE. IN BAYTOWN, ABOUT 48.7 FEET NORTH OF
 AW1524'THE CENTER LINE OF THE HIGHWAY, 85 1/2 FEET EAST OF THE CENTER LINE OF
 AW1524'A PRIVATE DRIVE LEADING NORTH, 44 FEET WEST OF A TELEPHONE POLE, ABOUT
 AW1524'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW1524'5 INCHES.
 AW1524
 AW1524                          STATION RECOVERY (1978)
 AW1524
 AW1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1524'RECOVERED IN GOOD CONDITION.
 AW1524
 AW1524                          STATION RECOVERY (1987)
 AW1524
 AW1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1524'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW1524'ADD--13.26 METERS (43.5 FT) NORTHEAST OF A CORNER FENCE POST AND IN
 AW1524'LINE WITH A BARBED WIRE FENCE.
 AW1524'THE MARK IS 0.36 METERS  SW FROM  A WITNESS POST
 AW1524
 AW1524                          STATION RECOVERY (1991)
 AW1524
 AW1524'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1524'RECOVERED IN GOOD CONDITION.
 AW1524
 AW1524                          STATION RECOVERY (1994)
 AW1524
 AW1524'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1524'RECOVERED IN GOOD CONDITION.
 AW1524
 AW1524                          STATION RECOVERY (2001)
 AW1524
 AW1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1524'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0675 ***********************************************************************
 CR0675  DESIGNATION -  CHURCH AZ MK
 CR0675  PID         -  CR0675
 CR0675  STATE/COUNTY-  TX/VAN ZANDT
 CR0675  USGS QUAD   -  MURCHISON WEST (1984)
 CR0675
 CR0675                         *CURRENT SURVEY CONTROL
 CR0675  ___________________________________________________________________
 CR0675* NAD 83(1986)-  32 21 29.     (N)    095 51 29.     (W)     SCALED    
 CR0675* NAVD 88     -       159.913  (meters)     524.65   (feet)  ADJUSTED  
 CR0675  ___________________________________________________________________
 CR0675  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0675  DYNAMIC HT  -         159.728 (meters)     524.04  (feet)  COMP
 CR0675  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 CR0675
 CR0675  VERT ORDER  -  SECOND    CLASS 0
 CR0675
 CR0675.The horizontal coordinates were scaled from a topographic map and have
 CR0675.an estimated accuracy of +/- 6 seconds.
 CR0675
 CR0675.The orthometric height was determined by differential leveling
 CR0675.and adjusted by the National Geodetic Survey in June 1991..
 CR0675
 CR0675.The geoid height was determined by GEOID03.
 CR0675
 CR0675.The dynamic height is computed by dividing the NAVD 88
 CR0675.geopotential number by the normal gravity value computed on the
 CR0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0675.degrees latitude (g = 980.6199 gals.).
 CR0675
 CR0675.The modeled gravity was interpolated from observed gravity values.
 CR0675
 CR0675;                    North         East    Units  Estimated Accuracy
 CR0675;SPC TXNC     - 2,079,800.      848,630.      MT  (+/- 180 meters Scaled)
 CR0675
 CR0675                          SUPERSEDED SURVEY CONTROL
 CR0675
 CR0675  NGVD 29 (??/??/92)  159.924  (m)          524.68   (f) ADJ UNCH    2 0
 CR0675
 CR0675.Superseded values are not recommended for survey control.
 CR0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0675.See file dsdata.txt to determine how the superseded data were derived.
 CR0675
 CR0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR310837(NAD 83)
 CR0675_MARKER: DZ = AZIMUTH MARK DISK
 CR0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0675_STAMPING: CHURCH 1935 AZIMUTH
 CR0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0675+STABILITY: SURFACE MOTION
 CR0675
 CR0675  HISTORY     - Date     Condition        Report By
 CR0675  HISTORY     - 1935     MONUMENTED       CGS
 CR0675  HISTORY     - 1948     GOOD             NGS
 CR0675  HISTORY     - 19780207 MARK NOT FOUND   USGS
 CR0675  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0675
 CR0675                          STATION DESCRIPTION
 CR0675
 CR0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0675'11.55 MI NW FROM ATHENS.
 CR0675'10.9 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT ATHENS,
 CR0675'THENCE 0.65 MILE WEST ALONG A GRADED DIRT ROAD, 121.0 FEET NORTHEAST
 CR0675'OF THE NORTHEAST CORNER OF A FARMHOUSE, 27.0 FEET SOUTH OF THE CENTER
 CR0675'LINE OF THE ROAD, 26.0 FEET WEST OF A T FENCE CORNER AT THE NORTHEAST
 CR0675'CORNER OF A GARDEN, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 CR0675'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0675
 CR0675                          STATION RECOVERY (1978)
 CR0675
 CR0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RVS)
 CR0675'MARK NOT FOUND.
 CR0675
 CR0675                          STATION RECOVERY (1995)
 CR0675
 CR0675'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1178 ***********************************************************************
 CT1178  DESIGNATION -  CHURCH BELFRY NORTH OF TYE
 CT1178  PID         -  CT1178
 CT1178  STATE/COUNTY-  TX/JONES
 CT1178  USGS QUAD   -  FUNSTON (1965)
 CT1178
 CT1178                         *CURRENT SURVEY CONTROL
 CT1178  ___________________________________________________________________
 CT1178* NAD 83(1993)-  32 45 02.20025(N)    099 47 58.90733(W)     ADJUSTED  
 CT1178* NAVD 88     -                                                        
 CT1178  ___________________________________________________________________
 CT1178  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 CT1178  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CT1178
 CT1178  HORZ ORDER  -  THIRD
 CT1178
 CT1178.The horizontal coordinates were established by classical geodetic methods
 CT1178.and adjusted by the National Geodetic Survey in February 1996..
 CT1178
 CT1178
 CT1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1178
 CT1178.The geoid height was determined by GEOID03.
 CT1178
 CT1178;                    North         East     Units Scale Factor Converg.
 CT1178;SPC TXNC     - 2,120,951.843   478,215.582   MT  0.99988634   -0 42 31.8
 CT1178;SPC TXNC     - 6,958,489.50  1,568,945.62   sFT  0.99988634   -0 42 31.8
 CT1178;UTM  14      - 3,623,923.068   425,085.213   MT  0.99966920   -0 25 57.5
 CT1178
 CT1178                          SUPERSEDED SURVEY CONTROL
 CT1178
 CT1178  NAD 83(1993)-  32 45 02.19310(N)    099 47 58.90504(W) AD(       ) 4
 CT1178  NAD 83(1986)-  32 45 02.20935(N)    099 47 58.89466(W) AD(       ) 4
 CT1178  NAD 27      -  32 45 01.80000(N)    099 47 57.55000(W) AD(       ) 3
 CT1178
 CT1178.Superseded values are not recommended for survey control.
 CT1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1178.See file dsdata.txt to determine how the superseded data were derived.
 CT1178
 CT1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2508523923(NAD 83)
 CT1178_MARKER: 75 = BELFRY
 CT1178
 CT1178  HISTORY     - Date     Condition        Report By
 CT1178  HISTORY     - 1908     FIRST OBSERVED   CGS
 CT1178
 CT1178                          STATION DESCRIPTION
 CT1178
 CT1178'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1168 ***********************************************************************
 CT1168  DESIGNATION -  CHURCH BELFRY W OF MORRISON
 CT1168  PID         -  CT1168
 CT1168  STATE/COUNTY-  TX/JONES
 CT1168  USGS QUAD   -  STITH (1984)
 CT1168
 CT1168                         *CURRENT SURVEY CONTROL
 CT1168  ___________________________________________________________________
 CT1168* NAD 83(1993)-  32 32 34.69144(N)    099 56 41.95226(W)     ADJUSTED  
 CT1168* NAVD 88     -                                                        
 CT1168  ___________________________________________________________________
 CT1168  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 CT1168  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CT1168
 CT1168  HORZ ORDER  -  THIRD
 CT1168
 CT1168.The horizontal coordinates were established by classical geodetic methods
 CT1168.and adjusted by the National Geodetic Survey in February 1996..
 CT1168
 CT1168
 CT1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1168
 CT1168.The geoid height was determined by GEOID03.
 CT1168
 CT1168;                    North         East     Units Scale Factor Converg.
 CT1168;SPC TXNC     - 2,098,107.164   464,285.693   MT  0.99991176   -0 47 17.1
 CT1168;SPC TXNC     - 6,883,539.92  1,523,243.98   sFT  0.99991176   -0 47 17.1
 CT1168;UTM  14      - 3,601,016.030   411,269.258   MT  0.99969708   -0 30 30.1
 CT1168
 CT1168                          SUPERSEDED SURVEY CONTROL
 CT1168
 CT1168  NAD 83(1986)-  32 32 34.69784(N)    099 56 41.93920(W) AD(       ) 4
 CT1168  NAD 27      -  32 32 34.27000(N)    099 56 40.60000(W) AD(       ) 3
 CT1168
 CT1168.Superseded values are not recommended for survey control.
 CT1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1168.See file dsdata.txt to determine how the superseded data were derived.
 CT1168
 CT1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1126901016(NAD 83)
 CT1168_MARKER: 75 = BELFRY
 CT1168
 CT1168  HISTORY     - Date     Condition        Report By
 CT1168  HISTORY     - 1908     FIRST OBSERVED   CGS
 CT1168
 CT1168                          STATION DESCRIPTION
 CT1168
 CT1168'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1805 ***********************************************************************
 AH1805  DESIGNATION -  CHURCH ET
 AH1805  PID         -  AH1805
 AH1805  STATE/COUNTY-  TX/GUADALUPE
 AH1805  USGS QUAD   -  NEW BERLIN (1957)
 AH1805
 AH1805                         *CURRENT SURVEY CONTROL
 AH1805  ___________________________________________________________________
 AH1805* NAD 83(1993)-  29 24 58.40411(N)    098 03 25.38518(W)     ADJUSTED  
 AH1805* NAVD 88     -       160.4    (meters)     526.     (feet)  VERTCON   
 AH1805  ___________________________________________________________________
 AH1805  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AH1805  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AH1805
 AH1805  HORZ ORDER  -  THIRD
 AH1805
 AH1805.The horizontal coordinates were established by classical geodetic methods
 AH1805.and adjusted by the National Geodetic Survey in July 1998..
 AH1805
 AH1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1805
 AH1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1805
 AH1805.The geoid height was determined by GEOID03.
 AH1805
 AH1805;                    North         East     Units Scale Factor Converg.
 AH1805;SPC TXSC     - 4,175,794.878   691,495.963   MT  0.99986425   +0 27 43.1
 AH1805;SPC TXSC     -13,700,087.03  2,268,683.01   sFT  0.99986425   +0 27 43.1
 AH1805;UTM  14      - 3,254,470.754   591,474.927   MT  0.99970325   +0 27 47.4
 AH1805
 AH1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1805!SPC TXSC     -   0.99997889  x   0.99986425  =   0.99984315
 AH1805!UTM  14      -   0.99997889  x   0.99970325  =   0.99968215
 AH1805
 AH1805                          SUPERSEDED SURVEY CONTROL
 AH1805
 AH1805  NGVD 29 (07/28/98)  160.3    (m)          526.     (f) VERT ANG       
 AH1805
 AH1805.Superseded values are not recommended for survey control.
 AH1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1805.See file dsdata.txt to determine how the superseded data were derived.
 AH1805
 AH1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT9147554471(NAD 83)
 AH1805_MARKER: DS = TRIANGULATION STATION DISK
 AH1805
 AH1805  HISTORY     - Date     Condition        Report By
 AH1805  HISTORY     - 1961     MONUMENTED       USGS
 AH1805  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AH1805
 AH1805                          STATION DESCRIPTION
 AH1805
 AH1805'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH1805'STATION IS LOCATED ABOUT 10.9 MI. N. OF SUTHERLAND SPRINGS ALONG FARM
 AH1805'ROAD 539, ACROSS THE STREET (N.) FROM THE ELM CREEK CHURCH, 21 FT. N.
 AH1805'OF THE CENTERLINE OF A GRADED GRAVEL RD., 2 FT. S. OF A FENCE.
 AH1805'TO REACH FROM THE POST OFFICE IN LA VERNIA, TEXAS, PROCEED E. ON LOOP
 AH1805'321 FOR .05 MI. TO A PAVED RD. NW. (FARM ROAD 775).  PROCEED ON 775
 AH1805'FOR 1.1 MI. TO INTERSECTION WITH GRADED FARM ROAD.  PROCEED STRAIGHT
 AH1805'(NW.) ON GRADED RD., FOLLOWING MAIN TRAVELED RD. FOR 2.3 MI. TO
 AH1805'INTERSECTION WITH PAVED FARM ROAD 539.  TURN LEFT (N.) AND PROCEED 3.3
 AH1805'MI. TO A T-RD. E.  TURN RIGHT (E.) AND PROCEED 0.1 MI. TO STATION ON
 AH1805'LEFT AS DESCRIBED.
 AH1805'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING 0.3
 AH1805'FT. AND STAMPED---CHURCH ET 1961---.
 AH1805
 AH1805                          STATION RECOVERY (2003)
 AH1805
 AH1805'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AH1805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1525 ***********************************************************************
 AW1525  DESIGNATION -  CHURCH RM 1
 AW1525  PID         -  AW1525
 AW1525  STATE/COUNTY-  TX/HARRIS
 AW1525  USGS QUAD   -  MONT BELVIEU (1994)
 AW1525
 AW1525                         *CURRENT SURVEY CONTROL
 AW1525  ___________________________________________________________________
 AW1525* NAD 83(1986)-  29 45 27.     (N)    094 56 29.     (W)     SCALED    
 AW1525* NAVD 88     -         7.695  (meters)      25.25   (feet)  ADJUSTED  
 AW1525  ___________________________________________________________________
 AW1525  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW1525  DYNAMIC HT  -           7.685 (meters)      25.21  (feet)  COMP
 AW1525  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 AW1525
 AW1525  VERT ORDER  -  FIRST     CLASS II
 AW1525
 AW1525.The horizontal coordinates were scaled from a topographic map and have
 AW1525.an estimated accuracy of +/- 6 seconds.
 AW1525
 AW1525.The orthometric height was determined by differential leveling
 AW1525.and adjusted by the National Geodetic Survey in June 1991..
 AW1525
 AW1525.The geoid height was determined by GEOID03.
 AW1525
 AW1525.The dynamic height is computed by dividing the NAVD 88
 AW1525.geopotential number by the normal gravity value computed on the
 AW1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1525.degrees latitude (g = 980.6199 gals.).
 AW1525
 AW1525.The modeled gravity was interpolated from observed gravity values.
 AW1525
 AW1525;                    North         East    Units  Estimated Accuracy
 AW1525;SPC TXSC     - 4,220,060.      992,430.      MT  (+/- 180 meters Scaled)
 AW1525
 AW1525                          SUPERSEDED SURVEY CONTROL
 AW1525
 AW1525  NGVD 29 (12/23/87)    7.693  (m)           25.24   (f) ADJUSTED    1 2
 AW1525
 AW1525.Superseded values are not recommended for survey control.
 AW1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1525.See file dsdata.txt to determine how the superseded data were derived.
 AW1525
 AW1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN122934(NAD 83)
 AW1525_MARKER: DR = REFERENCE MARK DISK
 AW1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1525_SP_SET: CONCRETE POST
 AW1525_STAMPING: CHURCH NO 1 1952
 AW1525_MARK LOGO: CGS   
 AW1525_PROJECTION: FLUSH
 AW1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1525+STABILITY: SURFACE MOTION
 AW1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1525+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2004
 AW1525
 AW1525  HISTORY     - Date     Condition        Report By
 AW1525  HISTORY     - 1953     MONUMENTED       CGS
 AW1525  HISTORY     - 1973     GOOD             NGS
 AW1525  HISTORY     - 1978     GOOD             NGS
 AW1525  HISTORY     - 1987     GOOD             NGS
 AW1525  HISTORY     - 19910511 GOOD             USPSQD
 AW1525  HISTORY     - 19940625 GOOD             USPSQD
 AW1525  HISTORY     - 20010331 GOOD             NGS
 AW1525  HISTORY     - 20040225 GOOD             USPSQD
 AW1525  HISTORY     - 20050228 POOR             USPSQD
 AW1525
 AW1525                          STATION DESCRIPTION
 AW1525
 AW1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1525'2.2 MI NE FROM BAYTOWN.
 AW1525'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 146 FROM THE
 AW1525'INTERSECTION WITH EAST TEXAS AVE. IN BAYTOWN, ABOUT 59 FEET SOUTH OF
 AW1525'THE SOUTHEAST CORNER OF A HOUSE, 75 FEET WEST OF THE CENTER LINE OF A
 AW1525'PRIVATE DRIVE LEADING TO THE HOUSE, 34 FEET NORTH OF THE CENTER LINE
 AW1525'OF BOB SMITH RD., 88 FEET NORTH OF TRIANGLATION STATION CHURCH, AND
 AW1525'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1525
 AW1525                          STATION RECOVERY (1978)
 AW1525
 AW1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1525'ADD=IN FRONT LAWN OF HOUSE NUMBER 2000.
 AW1525
 AW1525                          STATION RECOVERY (1987)
 AW1525
 AW1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1525'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW1525'ADD--5.24 METERS (17.2 FT) EAST OF A GAS METER IN LAWN OF HOUSE NO.
 AW1525'2000.
 AW1525
 AW1525                          STATION RECOVERY (1991)
 AW1525
 AW1525'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1525'RECOVERED IN GOOD CONDITION.
 AW1525
 AW1525                          STATION RECOVERY (1994)
 AW1525
 AW1525'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1525'RECOVERED IN GOOD CONDITION.
 AW1525
 AW1525                          STATION RECOVERY (2001)
 AW1525
 AW1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1525'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1525
 AW1525                          STATION RECOVERY (2004)
 AW1525
 AW1525'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW1525'RECOVERED IN GOOD CONDITION.
 AW1525
 AW1525                          STATION RECOVERY (2005)
 AW1525
 AW1525'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AW1525'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1527 ***********************************************************************
 AW1527  DESIGNATION -  CHURCH RM 2
 AW1527  PID         -  AW1527
 AW1527  STATE/COUNTY-  TX/HARRIS
 AW1527  USGS QUAD   -  MONT BELVIEU (1994)
 AW1527
 AW1527                         *CURRENT SURVEY CONTROL
 AW1527  ___________________________________________________________________
 AW1527* NAD 83(1986)-  29 45 25.     (N)    094 56 28.     (W)     SCALED    
 AW1527* NAVD 88     -         7.95   (+/-2cm)      26.1    (feet)  VERTCON   
 AW1527  ___________________________________________________________________
 AW1527  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW1527
 AW1527  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1527
 AW1527.The horizontal coordinates were scaled from a topographic map and have
 AW1527.an estimated accuracy of +/- 6 seconds.
 AW1527
 AW1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1527.The vertical order pertains to the NGVD 29 superseded value.
 AW1527
 AW1527.The geoid height was determined by GEOID03.
 AW1527
 AW1527;                    North         East    Units  Estimated Accuracy
 AW1527;SPC TXSC     - 4,220,000.      992,460.      MT  (+/- 180 meters Scaled)
 AW1527
 AW1527                          SUPERSEDED SURVEY CONTROL
 AW1527
 AW1527  NGVD 29 (??/??/92)    7.951  (m)           26.09   (f) ADJ UNCH    1 2
 AW1527
 AW1527.Superseded values are not recommended for survey control.
 AW1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1527.See file dsdata.txt to determine how the superseded data were derived.
 AW1527
 AW1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN123934(NAD 83)
 AW1527_MARKER: DR = REFERENCE MARK DISK
 AW1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1527_STAMPING: CHURCH NO 2 1953
 AW1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1527+STABILITY: SURFACE MOTION
 AW1527
 AW1527  HISTORY     - Date     Condition        Report By
 AW1527  HISTORY     - 1953     MONUMENTED       CGS
 AW1527  HISTORY     - 1973     GOOD             NGS
 AW1527  HISTORY     - 1978     GOOD             NGS
 AW1527  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1527  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AW1527  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1527
 AW1527                          STATION DESCRIPTION
 AW1527
 AW1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1527'2.2 MI NE FROM BAYTOWN.
 AW1527'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 146 FROM THE
 AW1527'INTERSECTION WITH EAST TEXAS AVE. IN BAYTOWN, ABOUT 63 1/2 FEET
 AW1527'NORTHWEST OF THE CENTER LINE OF HIGHWAY 146, 1 FOOT NORTHEAST OF A
 AW1527'TELEPHONE POLE, 123 1/2 FEET SOUTHWEST OF TRIANGULATION STATION
 AW1527'CHURCH, 2 FEET SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A
 AW1527'CONCRETE POST.
 AW1527
 AW1527                          STATION RECOVERY (1978)
 AW1527
 AW1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1527'RECOVERED IN GOOD CONDITION.
 AW1527
 AW1527                          STATION RECOVERY (1987)
 AW1527
 AW1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1527'NOT RECOVERED, NO EVIDENCE OF THE MARK WAS FOUND, CONSIDER DESTROYED
 AW1527'BY HIGHWAY CONSTRUCTION.
 AW1527
 AW1527                          STATION RECOVERY (1997)
 AW1527
 AW1527'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1527'MARK NOT FOUND.
 AW1527
 AW1527                          STATION RECOVERY (2001)
 AW1527
 AW1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1527'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0671 ***********************************************************************
 CR0671  DESIGNATION -  CHURCH RM 3
 CR0671  PID         -  CR0671
 CR0671  STATE/COUNTY-  TX/VAN ZANDT
 CR0671  USGS QUAD   -  MURCHISON WEST (1984)
 CR0671
 CR0671                         *CURRENT SURVEY CONTROL
 CR0671  ___________________________________________________________________
 CR0671* NAD 83(1986)-  32 21 36.     (N)    095 51 18.     (W)     SCALED    
 CR0671* NAVD 88     -       541.06   (+/-2cm)    1775.1    (feet)  VERTCON   
 CR0671  ___________________________________________________________________
 CR0671  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0671
 CR0671  VERT ORDER  -  ? (See Below)
 CR0671
 CR0671.The horizontal coordinates were scaled from a topographic map and have
 CR0671.an estimated accuracy of +/- 6 seconds.
 CR0671
 CR0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0671.The vertical order pertains to the NGVD 29 superseded value.
 CR0671
 CR0671.The geoid height was determined by GEOID03.
 CR0671
 CR0671;                    North         East    Units  Estimated Accuracy
 CR0671;SPC TXNC     - 2,080,020.      848,910.      MT  (+/- 180 meters Scaled)
 CR0671
 CR0671                          SUPERSEDED SURVEY CONTROL
 CR0671
 CR0671  NGVD 29 (??/??/92)  541.069  (m)         1775.16   (f) ADJ UNCH    ?  
 CR0671
 CR0671.Superseded values are not recommended for survey control.
 CR0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0671.See file dsdata.txt to determine how the superseded data were derived.
 CR0671
 CR0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR313839(NAD 83)
 CR0671_MARKER: DR = REFERENCE MARK DISK
 CR0671_SETTING: 66 = SET IN ROCK OUTCROP
 CR0671_SP_SET: OUTCROP
 CR0671_STAMPING: CHURCH 1935 NO.3 1957
 CR0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CR0671+STABILITY: POSITION/ELEVATION WELL
 CR0671
 CR0671  HISTORY     - Date     Condition        Report By
 CR0671  HISTORY     - 1957     MONUMENTED       CGS
 CR0671  HISTORY     - 19780207 MARK NOT FOUND   USGS
 CR0671  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0671
 CR0671                          STATION DESCRIPTION
 CR0671
 CR0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CR0671'0.4 MI W FROM WALTON.
 CR0671'A STANDARD TRIANGULATION DISK, REFERENCE MARK STAMPED CHURCH 1935
 CR0671'NO.3, 1957 IN A DRILL HOLE IN BEDROCK IN THE WALTON ASSEMBLY OF GOD
 CR0671'CHURCH YARD, 32.8 FEET EAST, SOUTHEAST FROM THE SOUTHEAST CORNER OF
 CR0671'THE CHURCH BUILDING, 26.6 FEET NORTH, NORTHWEST OF A 24 INCH OAK TREE
 CR0671'AND IN THE OPEN YARD, BETWEEN THE CHURCH AND THE HIGHWAY.  IT IS 22.81
 CR0671'METERS, 74.84 FEET NORTHEAST OF TRIANGULATION STATION CHURCH 1935.
 CR0671
 CR0671                          STATION RECOVERY (1978)
 CR0671
 CR0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RVS)
 CR0671'MARK NOT FOUND.
 CR0671
 CR0671                          STATION RECOVERY (1995)
 CR0671
 CR0671'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0673 ***********************************************************************
 CR0673  DESIGNATION -  CHURCH RM 4
 CR0673  PID         -  CR0673
 CR0673  STATE/COUNTY-  TX/VAN ZANDT
 CR0673  USGS QUAD   -  MURCHISON WEST (1984)
 CR0673
 CR0673                         *CURRENT SURVEY CONTROL
 CR0673  ___________________________________________________________________
 CR0673* NAD 83(1986)-  32 21 36.     (N)    095 51 18.     (W)     SCALED    
 CR0673* NAVD 88     -       543.73   (+/-2cm)    1783.9    (feet)  VERTCON   
 CR0673  ___________________________________________________________________
 CR0673  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0673
 CR0673  VERT ORDER  -  ? (See Below)
 CR0673
 CR0673.The horizontal coordinates were scaled from a topographic map and have
 CR0673.an estimated accuracy of +/- 6 seconds.
 CR0673
 CR0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0673.The vertical order pertains to the NGVD 29 superseded value.
 CR0673
 CR0673.The geoid height was determined by GEOID03.
 CR0673
 CR0673;                    North         East    Units  Estimated Accuracy
 CR0673;SPC TXNC     - 2,080,020.      848,910.      MT  (+/- 180 meters Scaled)
 CR0673
 CR0673                          SUPERSEDED SURVEY CONTROL
 CR0673
 CR0673  NGVD 29 (??/??/92)  543.744  (m)         1783.93   (f) ADJ UNCH    ?  
 CR0673
 CR0673.Superseded values are not recommended for survey control.
 CR0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0673.See file dsdata.txt to determine how the superseded data were derived.
 CR0673
 CR0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR313839(NAD 83)
 CR0673_MARKER: DR = REFERENCE MARK DISK
 CR0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0673_STAMPING: CHURCH 1935 NO.4 1957
 CR0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0673+STABILITY: SURFACE MOTION
 CR0673
 CR0673  HISTORY     - Date     Condition        Report By
 CR0673  HISTORY     - 1957     MONUMENTED       CGS
 CR0673  HISTORY     - 19780207 MARK NOT FOUND   USGS
 CR0673  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0673
 CR0673                          STATION DESCRIPTION
 CR0673
 CR0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CR0673'0.4 MI W FROM WALTON.
 CR0673'A STANDARD TRIANGULATION REFERENCE DISK STAMPED CHURCH 1935 NO. 4 1957
 CR0673'IN A CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND, IN THE
 CR0673'WEST PART OF THE WALTON ASSEMBLY OF GOD CHURCH YARD AND UNDER AN OAK
 CR0673'TREE.  IT IS 28.2 FEET EAST, NORTHEAST FROM THE SOUTHEAST CORNER OF
 CR0673'THE CEMETERY, 5 FEET SOUTHEAST OF A 14 INCH OAK TREE AND 61 FEET
 CR0673'SOUTH, SOUTHEAST OF THE ENTRANCE GATE TO THE CEMETERY.  THE MARK IS
 CR0673'35.65 METERS, 116.965 FEET WEST OF TRIANGULATION STATION CHURCH 1935.
 CR0673
 CR0673                          STATION RECOVERY (1978)
 CR0673
 CR0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RVS)
 CR0673'MARK NOT FOUND.
 CR0673
 CR0673                          STATION RECOVERY (1995)
 CR0673
 CR0673'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7026 ***********************************************************************
 AW7026  DESIGNATION -  CHURCHILL
 AW7026  PID         -  AW7026
 AW7026  STATE/COUNTY-  TX/BRAZORIA
 AW7026  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW7026
 AW7026                         *CURRENT SURVEY CONTROL
 AW7026  ___________________________________________________________________
 AW7026* NAD 83(1993)-  29 02 19.37803(N)    095 10 12.35154(W)     ADJUSTED  
 AW7026* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 AW7026  ___________________________________________________________________
 AW7026  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AW7026  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AW7026
 AW7026  HORZ ORDER  -  THIRD
 AW7026
 AW7026.The horizontal coordinates were established by classical geodetic methods
 AW7026.and adjusted by the National Geodetic Survey in February 1996..
 AW7026
 AW7026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7026
 AW7026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7026
 AW7026.The geoid height was determined by GEOID03.
 AW7026
 AW7026;                    North         East     Units Scale Factor Converg.
 AW7026;SPC TXSC     - 4,139,695.750   972,929.627   MT  0.99987652   +1 52 34.7
 AW7026;SPC TXSC     -13,581,651.81  3,192,019.95   sFT  0.99987652   +1 52 34.7
 AW7026;UTM  15      - 3,214,218.124   288,684.537   MT  1.00015107   -1 03 13.5
 AW7026
 AW7026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7026!SPC TXSC     -   1.00000381  x   0.99987652  =   0.99988033
 AW7026!UTM  15      -   1.00000381  x   1.00015107  =   1.00015488
 AW7026
 AW7026                          SUPERSEDED SURVEY CONTROL
 AW7026
 AW7026  NAD 83(1986)-  29 02 19.38772(N)    095 10 12.33180(W) AD(       ) 3
 AW7026  NGVD 29 (03/28/90)    2.2    (m)            7.     (f) VERT ANG       
 AW7026
 AW7026.Superseded values are not recommended for survey control.
 AW7026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7026.See file dsdata.txt to determine how the superseded data were derived.
 AW7026
 AW7026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8868514218(NAD 83)
 AW7026_MARKER: DD = SURVEY DISK
 AW7026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW7026_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW7026_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW7026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7026+STABILITY: SURFACE MOTION
 AW7026
 AW7026  HISTORY     - Date     Condition        Report By
 AW7026  HISTORY     - 1982     MONUMENTED       NOS
 AW7026  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW7026  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW7026
 AW7026                          STATION DESCRIPTION
 AW7026
 AW7026'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW7026'THE STATION IS LOCATED 3.9 MI. SOUTHWEST OF SAN LUIS PASS.
 AW7026'
 AW7026'TO REACH FROM THE SOUTH END OF SAN LUIS PASS BRIDGE GO SOUTH-
 AW7026'WEST ON COUNTY ROAD 257 FOR 6.26 KM. (3.9 MI.)TO THE STATION ON
 AW7026'LEFT.
 AW7026'
 AW7026'THE STATION IS A NOS ALUMINUM DISK STAMPED---CHURCHILL 1982---,
 AW7026'AFFIXED TO THE TOP OF A 1.1 METER ALUMINUM ROD EMBEDED
 AW7026'IN CONCRETE PROJECTING 6 INCHES.
 AW7026'
 AW7026'IT IS LOCATED,
 AW7026'6.55 METERS (21.5 FT.)SOUTH SOUTHEAST FROM THE CENTERLINE
 AW7026'COUNTY ROAD 257,
 AW7026'0.91 METERS (3.0 FT.) SOUTH SOUTHEAST FROM A POWER POLE.
 AW7026'
 AW7026'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 AW7026'DESCRIBED BY MWJ.
 AW7026
 AW7026                          STATION RECOVERY (2004)
 AW7026
 AW7026'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7026'MARK NOT FOUND.
 AW7026
 AW7026                          STATION RECOVERY (2005)
 AW7026
 AW7026'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW7026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0670 ***********************************************************************
 DN0670  DESIGNATION -  CIA
 DN0670  PID         -  DN0670
 DN0670  STATE/COUNTY-  TX/DENTON
 DN0670  USGS QUAD   -  DENTON WEST (1960)
 DN0670
 DN0670                         *CURRENT SURVEY CONTROL
 DN0670  ___________________________________________________________________
 DN0670* NAD 83(1993)-  33 13 27.53902(N)    097 07 40.95136(W)     ADJUSTED  
 DN0670* NAVD 88     -       205.013  (meters)     672.61   (feet)  ADJUSTED  
 DN0670  ___________________________________________________________________
 DN0670  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 DN0670  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DN0670  DYNAMIC HT  -         204.783 (meters)     671.86  (feet)  COMP
 DN0670  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 DN0670
 DN0670  HORZ ORDER  -  SECOND
 DN0670  VERT ORDER  -  SECOND    CLASS 0
 DN0670
 DN0670.The horizontal coordinates were established by classical geodetic methods
 DN0670.and adjusted by the National Geodetic Survey in February 1996..
 DN0670
 DN0670.The orthometric height was determined by differential leveling
 DN0670.and adjusted by the National Geodetic Survey in June 1991..
 DN0670
 DN0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0670
 DN0670.The geoid height was determined by GEOID03.
 DN0670
 DN0670.The dynamic height is computed by dividing the NAVD 88
 DN0670.geopotential number by the normal gravity value computed on the
 DN0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0670.degrees latitude (g = 980.6199 gals.).
 DN0670
 DN0670.The modeled gravity was interpolated from observed gravity values.
 DN0670
 DN0670;                    North         East     Units Scale Factor Converg.
 DN0670;SPC TXNC     - 2,173,562.866   727,869.110   MT  0.99987715   +0 44 53.7
 DN0670;SPC TXNC     - 7,131,097.50  2,388,017.24   sFT  0.99987715   +0 44 53.7
 DN0670;UTM  14      - 3,677,716.826   674,439.166   MT  0.99997518   +1 01 33.4
 DN0670
 DN0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0670!SPC TXNC     -   0.99997198  x   0.99987715  =   0.99984913
 DN0670!UTM  14      -   0.99997198  x   0.99997518  =   0.99994716
 DN0670
 DN0670|---------------------------------------------------------------------|
 DN0670| PID    Reference Object                     Distance      Geod. Az  |
 DN0670|                                                           dddmmss.s |
 DN0670| DN1334 DENTON C I A ADM BLDG DOME           47.174 METERS 00502     |
 DN0670| DN1177 CELINA MUNICIPAL TANK               APPROX.33.8 KM 0711948.3 |
 DN0670| DN0671 CIA RM 1                             33.446 METERS 16033     |
 DN0670| DN0674 CIA AZ MK                                          1644103.2 |
 DN0670| DN1330 DENTON CO COURTHOUSE TOWER          APPROX. 1.1 KM 2042732.0 |
 DN0670| DN1329 DENTON S MUNICIPAL TANK             APPROX. 1.4 KM 2352318.8 |
 DN0670| DN0672 CIA RM 2                             44.153 METERS 27445     |
 DN0670| DN0673 CIA RM 3                             24.765 METERS 35023     |
 DN0670|---------------------------------------------------------------------|
 DN0670
 DN0670                          SUPERSEDED SURVEY CONTROL
 DN0670
 DN0670  NAD 83(1993)-  33 13 27.54091(N)    097 07 40.94188(W) AD(       ) 2
 DN0670  NAD 83(1986)-  33 13 27.54394(N)    097 07 40.93762(W) AD(       ) 2
 DN0670  NAD 27      -  33 13 27.11600(N)    097 07 39.88800(W) AD(       ) 2
 DN0670  NGVD 29 (??/??/92)  204.996  (m)          672.56   (f) ADJ UNCH    2 0
 DN0670
 DN0670.Superseded values are not recommended for survey control.
 DN0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0670.See file dsdata.txt to determine how the superseded data were derived.
 DN0670
 DN0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7443977717(NAD 83)
 DN0670_MARKER: DB = BENCH MARK DISK
 DN0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0670_STAMPING: CIA 1935
 DN0670_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0670+STABILITY: SURFACE MOTION
 DN0670
 DN0670  HISTORY     - Date     Condition        Report By
 DN0670  HISTORY     - 1935     MONUMENTED       CGS
 DN0670  HISTORY     - 1935     GOOD             CGS
 DN0670  HISTORY     - 1937     GOOD             TXHD
 DN0670  HISTORY     - 1938     GOOD             TXGS
 DN0670  HISTORY     - 1949     SEE DESCRIPTION  CGS
 DN0670  HISTORY     - 1950     GOOD             CGS
 DN0670  HISTORY     - 1955     GOOD             CGS
 DN0670  HISTORY     - 1980     GOOD             NGS
 DN0670  HISTORY     - 1980     GOOD             NGS
 DN0670  HISTORY     - 19950630 GOOD             USPSQD
 DN0670  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 DN0670  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0670
 DN0670                          STATION DESCRIPTION
 DN0670
 DN0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN0670'THIS STATION IS ON THE CAMPUS OF THE COLLEGE OF INDUSTRIAL
 DN0670'ARTS FOR WOMEN IN DENTON.  IN THE CENTER OF LAWN WHICH IS
 DN0670'ENCIRCLED BY CONCRETE CAMPUS DRIVE.  THE STATION MARK IS 156.1
 DN0670'FEET SE OF THE SW CORNER OF THE ADMINISTRATION BUILDING.
 DN0670'25.5 FEET S OF FLAGPOLE.  THE MARK IS FLUSH WITH THE GROUND.
 DN0670'
 DN0670'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN0670'BRONZE DISKS SET IN CONCRETE.
 DN0670'
 DN0670'REFERENCE MARK NO. 1 IS SSE OF THE STATION.  1 FOOT W OF
 DN0670'CURB ON STUB OF CONCRETE DRIVE TO S.  THE MARK PROJECTS
 DN0670'1 INCH.
 DN0670'
 DN0670'REFERENCE MARK NO. 2 IS W OF THE STATION.  1 FOOT N OF COLLEGE
 DN0670'DRIVE CURB.  109.3 FEET SSW OF THE SW CORNER OF THE ADMINISTRATION
 DN0670'BUILDING.  THE MARK PROJECTS 1 INCH.
 DN0670'
 DN0670'THE AZIMUTH MARK IS SSE OF THE STATION.  IN THE SE CORNER OF
 DN0670'THE CAMPUS.  AT THE INTERSECTION OF TEXAS STREET AND BELL
 DN0670'AVENUE.  14 FEET W OF THE W CURB OF BELL AVENUE.  18 FEET
 DN0670'N OF THE N CURB OF TEXAS STREET.  THE MARK PROJECTS 1 INCH.
 DN0670'
 DN0670'ALL LIGHTS ARE VISIBLE AT 30 FEET.
 DN0670
 DN0670                          STATION RECOVERY (1935)
 DN0670
 DN0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 DN0670'IN DENTON.
 DN0670'AT DENTON, DENTON COUNTY, ON THE CAMPUS OF THE COLLEGE OF INDUSTRIAL
 DN0670'ARTS FOR WOMEN, 156 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 DN0670'ADMINISTRATION BUILDING, AND 25.5 FEET SOUTH OF THE FLAGPOLE.  A
 DN0670'STANDARD TRIANGULATION-STATION DISK, STAMPED CIA 1935 AND SET IN THE
 DN0670'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DN0670
 DN0670                          STATION RECOVERY (1937)
 DN0670
 DN0670'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN0670'STATION AND REFERENCE MARKS NO. 2 WERE RECOVERED IN GOOD
 DN0670'CONDITION.  DESCRIPTION SATISFACTORY.  NO ATTEMPT MADE TO RECOVER
 DN0670'REFERENCE MARK NO. 1.
 DN0670
 DN0670                          STATION RECOVERY (1938)
 DN0670
 DN0670'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN0670'STATION RECOVERED AND IS IN EXCELLENT CONDITION.
 DN0670
 DN0670                          STATION RECOVERY (1949)
 DN0670
 DN0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (OBH)
 DN0670'THE AZIMUTH MARK IS DESTROYED.
 DN0670
 DN0670                          STATION RECOVERY (1950)
 DN0670
 DN0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (BHR)
 DN0670'STATION AND REFERENCE NO. 2 WERE RECOVERED IN GOOD CONDITION
 DN0670'AS DESCRIBED.  REFERENCE MARK NO. 1 WAS DESTROYED DURING
 DN0670'THE CONSTRUCTION OF A TUNNEL LEADING TO THE NEW HOME ECONOMICS
 DN0670'BUILDING.  THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED
 DN0670'TO HAVE BEEN DESTROYED DURING THE CONSTRUCTION OF THE HOME
 DN0670'ECONOMICS PRACTICE HOUSE.  THE LINE TO THE AZIMUTH MARK
 DN0670'IS NOW OBSTRUCTED BY THE NEW BUILDINGS.
 DN0670'
 DN0670'A NEW REFERENCE MARK WAS SET AS FOLLOWS.  A STANDARD REFERENCE
 DN0670'DISK STAMPED C.I.A. 1935, NO. 3, 1950 SET IN THE TOP OF THE
 DN0670'CURB NORTH OF THE WALK AND AT THE BASE OF THE STEPS AT THE WEST
 DN0670'END OF THE MAIN ENTRANCE TO THE ADMINISTRATION BUILDING.  IT
 DN0670'IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE CIRCLE DRIVE PAVING.
 DN0670'
 DN0670'A NEW AZIMUTH MARK WAS NOT SET DUE TO THE ABSENCE OF AN INITIAL
 DN0670'STATION.
 DN0670
 DN0670                          STATION RECOVERY (1955)
 DN0670
 DN0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JRM)
 DN0670'STATION RECOVERED IN GOOD CONDITION.
 DN0670
 DN0670                          STATION RECOVERY (1980)
 DN0670
 DN0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DN0670'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AS DESCRIBED IN
 DN0670'1950.  THE AZIMUTH AND REFERENCE MARK 1 WAS REPORTED LOST AND WERE NOT
 DN0670'FOUND AT THIS TIME.  THEY ARE PRESUMED TO BE LOST DUE TO BUILDING
 DN0670'CONSTRUCTION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 DN0670'CHECKED WITH THE 1950 DATA.
 DN0670'
 DN0670'A NEW DESCRIPTION FOLLOWS.
 DN0670'
 DN0670'THE STATION IS LOCATED ON THE CAMPUS OF THE TEXAS WOMANS UNIVERSITY
 DN0670'AT DENTON, TEXAS.  IT IS IN THE NORTHEAST SECTION OF DENTON AND SITS
 DN0670'IN THE CENTER OF A GRASS AREA WITH A CIRCULAR DRIVEWAY SURROUNDING
 DN0670'IT.  THE STATION IS IN FRONT AND SOUTH OF THE ENTRANCE TO THE OLD
 DN0670'ADMINISTRATION BUILDING WHICH HAS NOT BEEN USED SINCE 1956.  IT IS
 DN0670'300 FEET WEST OF THE CENTER OF BELL STREET, 156 FEET SOUTHEAST OF THE
 DN0670'SOUTHWEST CORNER OF THE BUILDING, 48 FEET NORTH OF A CONCRETE WATER
 DN0670'MAIN CASING AND 25.5 FEET SOUTH-SOUTHEAST OF A METAL FLAGPOLE.  THE
 DN0670'MARKS ARE STANDARD CGS DISKS STAMPED CIA 1935.  THE SURFACE DISK IS
 DN0670'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT SET FLUSH WITH THE
 DN0670'GROUND.
 DN0670'
 DN0670'REFERENCE MARK 2 IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE
 DN0670'CONCRETE MONUMENT PROJECTING 1 INCH AND IS STAMPED CIA NO2 1935.  IT
 DN0670'IS 90 FEET WEST OF THE CENTER OF A CIRCULAR DRIVE, 15 FEET SOUTHWEST
 DN0670'OF A TWIN TRUNKED OAK TREE AND 1 FOOT NORTH OF A CURB.
 DN0670'
 DN0670'REFERENCE MARK 3 IS A STANDARD CGS DISK SET IN A DRILL HOLE IN THE
 DN0670'CURB NORTH OF THE WALK AT THE WEST END OF THE STEPS TO THE OLD
 DN0670'ADMINISTRATION BUILDING.  IT IS STAMPED CIA 1935 NO3 1950.
 DN0670
 DN0670                          STATION RECOVERY (1980)
 DN0670
 DN0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DN0670'LOCATED ON THE CAMPUS OF THE TEXAS WOMAN'S UNIVERSITY IN DENTON,
 DN0670'TEXAS, IT IS IN THE NORTHEAST SECTION OF DENTON IN FRONT AND SOUTH OF
 DN0670'THE MAIN ENTRANCE TO THE OLD ADMINISTRATION BUILDING. THE BUILDING
 DN0670'HAS NOT BEEN USED SINCE 1956. THE MARK IS 300 FEET WEST OF THE CENTER
 DN0670'OF BELL STREET, 156 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 DN0670'BUILDING, 48 FEET NORTH OF A CONCRETE WATER MAIN CASING AND 25.5 FEET
 DN0670'SOUTH OF A FLAGPOLE.
 DN0670
 DN0670                          STATION RECOVERY (1995)
 DN0670
 DN0670'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0670'RECOVERED IN GOOD CONDITION.
 DN0670
 DN0670                          STATION RECOVERY (1998)
 DN0670
 DN0670'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0670'MARK NOT FOUND.
 DN0670
 DN0670                          STATION RECOVERY (2005)
 DN0670
 DN0670'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0672 ***********************************************************************
 DN0672  DESIGNATION -  CIA RM 2
 DN0672  PID         -  DN0672
 DN0672  STATE/COUNTY-  TX/DENTON
 DN0672  USGS QUAD   -  DENTON WEST (1960)
 DN0672
 DN0672                         *CURRENT SURVEY CONTROL
 DN0672  ___________________________________________________________________
 DN0672* NAD 83(1986)-  33 13 28.     (N)    097 07 41.     (W)     SCALED    
 DN0672* NAVD 88     -       202.388  (meters)     664.00   (feet)  ADJUSTED  
 DN0672  ___________________________________________________________________
 DN0672  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DN0672  DYNAMIC HT  -         202.161 (meters)     663.26  (feet)  COMP
 DN0672  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 DN0672
 DN0672  VERT ORDER  -  SECOND    CLASS 0
 DN0672
 DN0672.The horizontal coordinates were scaled from a topographic map and have
 DN0672.an estimated accuracy of +/- 6 seconds.
 DN0672
 DN0672.The orthometric height was determined by differential leveling
 DN0672.and adjusted by the National Geodetic Survey in June 1991..
 DN0672
 DN0672.The geoid height was determined by GEOID03.
 DN0672
 DN0672.The dynamic height is computed by dividing the NAVD 88
 DN0672.geopotential number by the normal gravity value computed on the
 DN0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0672.degrees latitude (g = 980.6199 gals.).
 DN0672
 DN0672.The modeled gravity was interpolated from observed gravity values.
 DN0672
 DN0672;                    North         East    Units  Estimated Accuracy
 DN0672;SPC TXNC     - 2,173,580.      727,870.      MT  (+/- 180 meters Scaled)
 DN0672
 DN0672                          SUPERSEDED SURVEY CONTROL
 DN0672
 DN0672  NGVD 29 (??/??/92)  202.370  (m)          663.94   (f) ADJ UNCH    2 0
 DN0672
 DN0672.Superseded values are not recommended for survey control.
 DN0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0672.See file dsdata.txt to determine how the superseded data were derived.
 DN0672
 DN0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB744777(NAD 83)
 DN0672_MARKER: DB = BENCH MARK DISK
 DN0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0672_STAMPING: CIA NO 2 1935
 DN0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0672+STABILITY: SURFACE MOTION
 DN0672
 DN0672  HISTORY     - Date     Condition        Report By
 DN0672  HISTORY     - 1935     MONUMENTED       CGS
 DN0672  HISTORY     - 1980     GOOD             NGS
 DN0672  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0672  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 DN0672  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0672
 DN0672                          STATION DESCRIPTION
 DN0672
 DN0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DN0672'IN DENTON.
 DN0672'AT DENTON, DENTON COUNTY, ON THE CAMPUS OF THE COLLEGE OF INDUSTRIAL
 DN0672'ARTS FOR WOMEN, 144.8 FEET WEST OF TRIANGULATION STATION C.I.A.
 DN0672'DESCRIBED ABOVE, 109.3 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 DN0672'THE ADMINISTRATION BUILDING, AND 1 FOOT NORTH OF THE CONCRETE CURB OF
 DN0672'A DRIVEWAY.  A STANDARD REFERENCE-MARK DISK, STAMPED CIA NO 2 1935 AND
 DN0672'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DN0672
 DN0672                          STATION RECOVERY (1980)
 DN0672
 DN0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DN0672'LOCATED ON THE CAMPUS OF THE TEXAS WOMAN'S UNIVERSITY IN DENTON,
 DN0672'TEXAS. IT IS IN THE NORTHEAST SECTION OF DENTON SOUTHWEST OF THE MAIN
 DN0672'ENTRANCE TO THE OLD ADMINSTRATION BUILDING. THE BUILDING HAS NOT BEEN
 DN0672'USED SINCE 1956. THE MARK IS 90 FEET WEST OF A CIRCLE DRIVE, 15 FEET
 DN0672'SOUTHWEST OF A TWIN TRUNKED OAK TREE AND 1 FOOT NORTH OF A CURB.
 DN0672
 DN0672                          STATION RECOVERY (1995)
 DN0672
 DN0672'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0672'MARK NOT FOUND.
 DN0672
 DN0672                          STATION RECOVERY (1998)
 DN0672
 DN0672'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0672'MARK NOT FOUND.
 DN0672
 DN0672                          STATION RECOVERY (2005)
 DN0672
 DN0672'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0673 ***********************************************************************
 DN0673  DESIGNATION -  CIA RM 3
 DN0673  PID         -  DN0673
 DN0673  STATE/COUNTY-  TX/DENTON
 DN0673  USGS QUAD   -  DENTON WEST (1960)
 DN0673
 DN0673                         *CURRENT SURVEY CONTROL
 DN0673  ___________________________________________________________________
 DN0673* NAD 83(1986)-  33 13 26.     (N)    097 07 41.     (W)     SCALED    
 DN0673* NAVD 88     -       205.96   (+/-2cm)     675.7    (feet)  VERTCON   
 DN0673  ___________________________________________________________________
 DN0673  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DN0673
 DN0673  VERT ORDER  -  THIRD (See Below)
 DN0673
 DN0673.The horizontal coordinates were scaled from a topographic map and have
 DN0673.an estimated accuracy of +/- 6 seconds.
 DN0673
 DN0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0673.The vertical order pertains to the NGVD 29 superseded value.
 DN0673
 DN0673.The geoid height was determined by GEOID03.
 DN0673
 DN0673;                    North         East    Units  Estimated Accuracy
 DN0673;SPC TXNC     - 2,173,520.      727,870.      MT  (+/- 180 meters Scaled)
 DN0673
 DN0673                          SUPERSEDED SURVEY CONTROL
 DN0673
 DN0673  NGVD 29 (01/29/03)  205.94   (m)          675.7    (f) RESET       3  
 DN0673
 DN0673.Superseded values are not recommended for survey control.
 DN0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0673.See file dsdata.txt to determine how the superseded data were derived.
 DN0673
 DN0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB744776(NAD 83)
 DN0673_MARKER: DR = REFERENCE MARK DISK
 DN0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0673_SP_SET: BUILDING
 DN0673_STAMPING: CIA 1935 NO 3 1950
 DN0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0673+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0673
 DN0673  HISTORY     - Date     Condition        Report By
 DN0673  HISTORY     - 1950     MONUMENTED       CGS
 DN0673  HISTORY     - 1980     GOOD             NGS
 DN0673  HISTORY     - 19980224 GOOD             USPSQD
 DN0673  HISTORY     - 20051031 GOOD             BOHAN
 DN0673
 DN0673                          STATION DESCRIPTION
 DN0673
 DN0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DN0673'IN DENTON.
 DN0673'AT DENTON, ON THE CAMPUS OF THE COLLEGE OF INDUSTRIAL ARTS FOR WOMEN,
 DN0673'A TRIANGULATION REFERENCE DISK STAMPED CIA 1935, NO. 3 1950, SET IN
 DN0673'THE TOP OF THE CURB NORTH OF THE WALK AND AT THE BASE OF THE STEPS AT
 DN0673'THE WEST END OF THE MAIN ENTRANCE TO THE ADMINISTRATION BUILDING.  IT
 DN0673'IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE CIRCLE DRIVE PAVING.
 DN0673
 DN0673                          STATION RECOVERY (1980)
 DN0673
 DN0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DN0673'LOCATED ON THE CAMPUS OF THE TEXAS WOMANS COLLEGE IN DENTON, TEXAS IT
 DN0673'IS IN THE NORTHEAST SECTION OF DENTON IN FRONT OF AND SOUTH OF THE
 DN0673'MAIN ENTRANCE TO THE OLD ADMINSTRATION BUILDING. THE BUILDING HAS NOT
 DN0673'BEEN USED SINCE 1936. THE MARK IS DRILLED IN THE SIDEWALK AT THE WEST
 DN0673'END AND AT THE BASE OF THE STEPS TO THE MAIN ENTRANCE TO THE
 DN0673'BUILDING.
 DN0673
 DN0673                          STATION RECOVERY (1998)
 DN0673
 DN0673'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0673'RECOVERED IN GOOD CONDITION.
 DN0673
 DN0673                          STATION RECOVERY (2005)
 DN0673
 DN0673'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1288 ***********************************************************************
 AJ1288  DESIGNATION -  CIBOLO
 AJ1288  PID         -  AJ1288
 AJ1288  STATE/COUNTY-  TX/DUVAL
 AJ1288  USGS QUAD   -  HEBBRONVILLE SE (1967)
 AJ1288
 AJ1288                         *CURRENT SURVEY CONTROL
 AJ1288  ___________________________________________________________________
 AJ1288* NAD 83(1993)-  27 21 58.00602(N)    098 30 20.67918(W)     ADJUSTED  
 AJ1288* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 AJ1288  ___________________________________________________________________
 AJ1288  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AJ1288  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AJ1288
 AJ1288  HORZ ORDER  -  SECOND
 AJ1288
 AJ1288.The horizontal coordinates were established by classical geodetic methods
 AJ1288.and adjusted by the National Geodetic Survey in February 1996..
 AJ1288
 AJ1288.The orthometric height was scaled from a topographic map.
 AJ1288
 AJ1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1288
 AJ1288.The geoid height was determined by GEOID03.
 AJ1288
 AJ1288;                    North         East     Units Scale Factor Converg.
 AJ1288;SPC TX S     - 5,188,285.577   299,431.765   MT  0.99991500   -0 00 09.4
 AJ1288;SPC TX S     -17,021,900.26    982,385.72   sFT  0.99991500   -0 00 09.4
 AJ1288;UTM  14      - 3,027,083.569   548,878.227   MT  0.99962949   +0 13 37.9
 AJ1288
 AJ1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1288!SPC TX S     -   0.99998262  x   0.99991500  =   0.99989763
 AJ1288!UTM  14      -   0.99998262  x   0.99962949  =   0.99961212
 AJ1288
 AJ1288|---------------------------------------------------------------------|
 AJ1288| PID    Reference Object                     Distance      Geod. Az  |
 AJ1288|                                                           dddmmss.s |
 AJ1288| CV3043 CIBOLO RM 2                          20.296 METERS 03154     |
 AJ1288| CV3041 CIBOLO AZ MK                                       0510539.2 |
 AJ1288| CV3042 CIBOLO RM 1                          21.240 METERS 14852     |
 AJ1288|---------------------------------------------------------------------|
 AJ1288
 AJ1288                          SUPERSEDED SURVEY CONTROL
 AJ1288
 AJ1288  NAD 83(1986)-  27 21 58.01189(N)    098 30 20.65248(W) AD(       ) 2
 AJ1288  NAD 27      -  27 21 56.87340(N)    098 30 19.60910(W) AD(       ) 2
 AJ1288
 AJ1288.Superseded values are not recommended for survey control.
 AJ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1288.See file dsdata.txt to determine how the superseded data were derived.
 AJ1288
 AJ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4887827084(NAD 83)
 AJ1288_MARKER: DS = TRIANGULATION STATION DISK
 AJ1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1288
 AJ1288  HISTORY     - Date     Condition        Report By
 AJ1288  HISTORY     - 1961     MONUMENTED       CGS
 AJ1288
 AJ1288                          STATION DESCRIPTION
 AJ1288
 AJ1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1288'THE STATION IS ALONG THE WEST SIDE OF A SANDY TRACK ROAD,
 AJ1288'APPROXIMATELY 9 MILES WEST OF CONCEPTION, 7 MILES NORTH OF
 AJ1288'STATE HIGHWAY 285 AND BROOKS-DUVAL COUNTY LINE, AND 5-1/2
 AJ1288'MILES SOUTH OF REALITOS.
 AJ1288'
 AJ1288'TO REACH THE STATION FROM CONCEPTION, GO WEST ON FARM ROAD
 AJ1288'716 FOR 3.15 MILES TO A CROSSROAD.  (JUNCTION WITH STATE
 AJ1288'HIGHWAY 339).  TURN LEFT, SOUTH, ON HIGHWAY 339 FOR 3.95
 AJ1288'MILES TO A FORK JUST NORTHWEST OF RAMIREZ.  CONTINUE STRAIGHT
 AJ1288'AHEAD ON THE RIGHT FORK AND GO SOUTH ON THE BLACKTOP ROAD FOR
 AJ1288'0.15 MILE TO A SIDE ROAD ON THE LEFT AND A SINCLAIR SERVICE
 AJ1288'STATION ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, SOUTH, ON A
 AJ1288'GRADED SAND ROAD FOR 0.3 MILE TO A T-INTERSECTION.  TURN
 AJ1288'RIGHT, WEST, ON A GRADED SAND ROAD FOR 1.75 MILES TO A SIDE
 AJ1288'ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD, WEST, ON THE
 AJ1288'SAND ROAD FOR 2.05 MILES TO A SIDE ROAD ON THE LEFT.
 AJ1288'CONTINUE STRAIGHT AHEAD, WEST, ON THE SAND ROAD FOR 1.0 MILE
 AJ1288'TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, WEST, ON THE
 AJ1288'SAND ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT, NORTH,
 AJ1288'ON THE SANDY TRACK ROAD FOR 1.0 MILE TO A CROSSROAD.
 AJ1288'CONTINUE STRAIGHT AHEAD, NORTH, ON THE SANDY TRACK ROAD
 AJ1288'FOR 0.8 MILE TO THE STATION ON THE LEFT.
 AJ1288'
 AJ1288'STATION MARKS ARE STANDARD DISKS STAMPED CIBOLO 1961.  THE
 AJ1288'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 AJ1288'THE SURFACE OF THE GROUND.  IT IS 195 FEET NORTHWEST OF THE
 AJ1288'CENTER OF A WIRE GATE, 20 FEET WEST OF THE CENTER OF THE
 AJ1288'SANDY TRACK ROAD, 4.4 FEET NORTHEAST OF A METAL WITNESS POST
 AJ1288'AND 4 FEET EAST OF A FENCE.  THE UNDERGROUND DISK IS SET
 AJ1288'IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE
 AJ1288'OF THE GROUND.
 AJ1288'
 AJ1288'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CIBOLO NO
 AJ1288'1 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 AJ1288'INCHES.  IT IS 135 FEET NORTH OF THE CENTER OF THE WIRE GATE,
 AJ1288'12 FEET EAST OF THE CENTER OF THE SANDY TRACK ROAD AND 1
 AJ1288'FOOT WEST OF A FENCE.
 AJ1288'
 AJ1288'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CIBOLO NO 2
 AJ1288'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 AJ1288'INCHES.  IT IS 17 FEET EAST OF THE CENTER OF THE SANDY TRACK
 AJ1288'ROAD AND 1 FOOT WEST OF THE FENCE.
 AJ1288'
 AJ1288'AZIMUTH MARK, A STANDARD DISK STAMPED CIBOLO 1961, IS SET
 AJ1288'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 AJ1288'31-1/2 FEET NORTH OF THE CENTER OF THE SANDY TRACK ROAD, 2
 AJ1288'FEET WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF THE
 AJ1288'FENCE.
 AJ1288'
 AJ1288'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 AJ1288'SANDY TRACK ROAD FOR 0.2 MILE TO WHERE THE ROAD TURNS RIGHT.
 AJ1288'TURN RIGHT, EAST, ON THE SANDY TRACK ROAD FOR 0.25 MILE
 AJ1288'TO A WIRE GATE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, EAST,
 AJ1288'ON THE SANDY TRACK ROAD FOR 0.05 MILE TO THE AZIMUTH MARK
 AJ1288'ON THE LEFT.
 AJ1288'
 AJ1288'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0673 ***********************************************************************
 AO0673  DESIGNATION -  CIBOLO
 AO0673  PID         -  AO0673
 AO0673  STATE/COUNTY-  TX/FRIO
 AO0673  USGS QUAD   -  WOODWARD NE (1974)
 AO0673
 AO0673                         *CURRENT SURVEY CONTROL
 AO0673  ___________________________________________________________________
 AO0673* NAD 83(1993)-  28 40 57.29442(N)    099 20 51.65777(W)     ADJUSTED  
 AO0673* NAVD 88     -       190.4    (meters)     625.     (feet)  VERTCON   
 AO0673  ___________________________________________________________________
 AO0673  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 AO0673  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AO0673
 AO0673  HORZ ORDER  -  FIRST
 AO0673
 AO0673.The horizontal coordinates were established by classical geodetic methods
 AO0673.and adjusted by the National Geodetic Survey in February 1996..
 AO0673
 AO0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0673
 AO0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0673
 AO0673.The geoid height was determined by GEOID03.
 AO0673
 AO0673;                    North         East     Units Scale Factor Converg.
 AO0673;SPC TXSC     - 4,094,171.764   566,021.707   MT  0.99992757   -0 10 13.2
 AO0673;SPC TXSC     -13,432,295.20  1,857,022.88   sFT  0.99992757   -0 10 13.2
 AO0673;UTM  14      - 3,172,868.692   466,032.674   MT  0.99961424   -0 10 00.7
 AO0673
 AO0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0673!SPC TXSC     -   0.99997391  x   0.99992757  =   0.99990148
 AO0673!UTM  14      -   0.99997391  x   0.99961424  =   0.99958816
 AO0673
 AO0673|---------------------------------------------------------------------|
 AO0673| PID    Reference Object                     Distance      Geod. Az  |
 AO0673|                                                           dddmmss.s |
 AO0673| CV4558 CIBOLO RM 1                          14.174 METERS 06607     |
 AO0673| CV4557 CIBOLO AZ MK                                       1273152.0 |
 AO0673| CV4559 CIBOLO RM 2                          20.414 METERS 14743     |
 AO0673|---------------------------------------------------------------------|
 AO0673
 AO0673                          SUPERSEDED SURVEY CONTROL
 AO0673
 AO0673  NAD 83(1986)-  28 40 57.29285(N)    099 20 51.63664(W) AD(       ) 1
 AO0673  NAD 27      -  28 40 56.36753(N)    099 20 50.50361(W) AD(       ) 1
 AO0673  NGVD 29 (07/19/86)  190.3    (m)          624.     (f) VERT ANG       
 AO0673
 AO0673.Superseded values are not recommended for survey control.
 AO0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0673.See file dsdata.txt to determine how the superseded data were derived.
 AO0673
 AO0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS6603372869(NAD 83)
 AO0673_MARKER: DS = TRIANGULATION STATION DISK
 AO0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0673_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0673
 AO0673  HISTORY     - Date     Condition        Report By
 AO0673  HISTORY     - 1971     MONUMENTED       NGS
 AO0673  HISTORY     - 19950724 MARK NOT FOUND   USPSQD
 AO0673  HISTORY     - 19961017 MARK NOT FOUND   USPSQD
 AO0673
 AO0673                          STATION DESCRIPTION
 AO0673
 AO0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0673'THE STATION IS 17 MILES NORTH AND 7 MILES WEST OF COTULLA, 1 MILE
 AO0673'NORTH AND 11 MILES WEST OF DILLEY, 1-1/2 MILES NORTH AND 1-1/4 MILES
 AO0673'WEST OF THE SMALL SETTLEMENT OF SAINT MARYS AND ON LAND OWNED BY
 AO0673'MR.  J.E. HENDRICHSON OF DILLEY, PHONE NUMBER 965-2271.
 AO0673'
 AO0673'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0673'HIGHWAY 85 IN DILLEY, GO WEST ON HIGHWAY 85 FOR 9.8 MILES TO A SIDE
 AO0673'ROAD RIGHT, THE SAINT MARYS CATHOLIC CHURCH ON LEFT IN SAINT MARYS.
 AO0673'TURN RIGHT AND GO NORTH-NORTHEAST ON GRADED ROAD FOR 1.0 MILE TO A
 AO0673'T ROAD.  TURN LEFT AND FOLLOW BLADED ROAD WEST-NORTHWEST FOR 0.65
 AO0673'MILE TO THE AZIMUTH MARK ON RIGHT.  CONTINUE WEST-NORTHWEST ON THE
 AO0673'BLADED ROAD FOR 0.9 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 AO0673'NORTH-NORTHEAST FOR 0.4 MILE TO A DOUBLE MESH GATE ON THE
 AO0673'LEFT (LOCKED) AND A WIRE GATE NOT LOCKED AND STATION.
 AO0673'
 AO0673'STATION MARKS ARE STANDARD DISKS STAMPED CIBOLO 1971.  THE SURFACE
 AO0673'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0673'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 69 FEET WEST OF THE
 AO0673'CENTER OF A BLADED ROAD, 68.5 FEET NORTHWEST OF A POWER LINE POLE,
 AO0673'52 FEET SOUTHWEST OF THE CENTER OF A DOUBLE MESH GATE, 47 FEET
 AO0673'SOUTHWEST OF A METAL WITNESS POST AND 46 FEET SOUTH OF THE FIELD
 AO0673'TRACK ROAD.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 AO0673'IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND
 AO0673'SURFACE.
 AO0673'
 AO0673'REFERENCE MARK 1, A STANDARD DISK STAMPED CIBOLO NO 1 1971, IS SET
 AO0673'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AO0673'12 INCHES ABOVE THE GROUND SURFACE.  IT IS 76 FEET NORTH-NORTHWEST
 AO0673'OF THE POWER LINE POLE, 33 FEET WEST OF THE CENTER OF THE BLADED
 AO0673'ROAD, 9 FEET SOUTH OF THE CENTER OF THE GATE, 1.4 FEET NORTHWEST OF
 AO0673'THE METAL WITNESS POST AND APPROXIMATELY 1 FOOT HIGHER THAN THE
 AO0673'STATION.
 AO0673'
 AO0673'REFERENCE MARK 2, A STANDARD DISK STAMPED CIBOLO NO 2 1971, IS SET
 AO0673'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AO0673'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 74.7 FEET
 AO0673'SOUTH-SOUTHEAST OF THE METAL WITNESS POST, 19.5 FEET WEST OF THE
 AO0673'CENTER OF THE BLADED ROAD, 5 FEET WEST OF A FENCE, 1.7 FEET WEST OF
 AO0673'THE POWER LINE POLE AND APPROXIMATELY 1 FOOT HIGHER THAN THE
 AO0673'STATION.
 AO0673'
 AO0673'AZIMUTH MARK, A STANDARD DISK STAMPED CIBOLO 1971, IS SET IN THE TOP
 AO0673'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 7 INCHES
 AO0673'ABOVE THE GROUND SURFACE.  IT IS 17 FEET NORTH OF THE CENTER OF A
 AO0673'BLADED ROAD, 10 FEET WEST OF A POWER LINE POLE WITH A TRIANGULAR
 AO0673'BLAZE, 2.4 FEET WEST OF A METAL WITNESS POST AND 6 INCHES SOUTH
 AO0673'OF THE FENCE.
 AO0673'
 AO0673'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 AO0673
 AO0673                          STATION RECOVERY (1995)
 AO0673
 AO0673'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0673'MARK NOT FOUND.
 AO0673
 AO0673                          STATION RECOVERY (1996)
 AO0673
 AO0673'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0266 ***********************************************************************
 BB0266  DESIGNATION -  CIBOLO
 BB0266  PID         -  BB0266
 BB0266  STATE/COUNTY-  TX/PRESIDIO
 BB0266  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0266
 BB0266                         *CURRENT SURVEY CONTROL
 BB0266  ___________________________________________________________________
 BB0266* NAD 83(1993)-  29 35 36.56960(N)    104 20 37.50657(W)     ADJUSTED  
 BB0266* NAVD 88     -       909.5    (meters)    2984.     (feet)  VERTCON   
 BB0266  ___________________________________________________________________
 BB0266  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 BB0266  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BB0266
 BB0266  HORZ ORDER  -  FIRST
 BB0266
 BB0266.The horizontal coordinates were established by classical geodetic methods
 BB0266.and adjusted by the National Geodetic Survey in February 1996..
 BB0266
 BB0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 BB0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BB0266
 BB0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0266
 BB0266.The geoid height was determined by GEOID03.
 BB0266
 BB0266;                    North         East     Units Scale Factor Converg.
 BB0266;SPC TXSC     - 4,206,896.151    82,558.498   MT  0.99987339   -2 37 04.7
 BB0266;SPC TXSC     -13,802,125.12    270,860.67   sFT  0.99987339   -2 37 04.7
 BB0266;UTM  13      - 3,273,922.048   563,550.702   MT  0.99964983   +0 19 26.7
 BB0266
 BB0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0266!SPC TXSC     -   0.99986078  x   0.99987339  =   0.99973419
 BB0266!UTM  13      -   0.99986078  x   0.99964983  =   0.99951066
 BB0266
 BB0266|---------------------------------------------------------------------|
 BB0266| PID    Reference Object                     Distance      Geod. Az  |
 BB0266|                                                           dddmmss.s |
 BB0266| CH8606 CIBOLO RM 1                          23.009 METERS 00924     |
 BB0266| CH8607 CIBOLO RM 2                          11.894 METERS 09122     |
 BB0266| CH8605 CIBOLO AZ MK                                       2334137.8 |
 BB0266|---------------------------------------------------------------------|
 BB0266
 BB0266                          SUPERSEDED SURVEY CONTROL
 BB0266
 BB0266  NAD 83(1986)-  29 35 36.56102(N)    104 20 37.50265(W) AD(       ) 1
 BB0266  NAD 27      -  29 35 35.90300(N)    104 20 35.77200(W) AD(       ) 1
 BB0266  NGVD 29 (07/19/86)  909.1    (m)         2983.     (f) VERT ANG       
 BB0266
 BB0266.Superseded values are not recommended for survey control.
 BB0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0266.See file dsdata.txt to determine how the superseded data were derived.
 BB0266
 BB0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6355173922(NAD 83)
 BB0266_MARKER: DS = TRIANGULATION STATION DISK
 BB0266_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BB0266_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BB0266
 BB0266  HISTORY     - Date     Condition        Report By
 BB0266  HISTORY     - 1934     MONUMENTED       CGS
 BB0266  HISTORY     - 1958     GOOD             AMS
 BB0266  HISTORY     - 1974     GOOD             NGS
 BB0266
 BB0266                          STATION DESCRIPTION
 BB0266
 BB0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0266'ABOUT 3 MILES NORTHEAST OF PRESIDIO AND ABOUT 1/4 MILE EAST
 BB0266'OF CIBOLO CREEK.  IT IS ON THE HIGHEST AND MOST NORTHERN POINT
 BB0266'OF A LONG RIDGE THAT RUNS NORTHEAST AND SOUTHWEST.  THE
 BB0266'RIDGE IS FLAT-TOPPED AND CONSISTS OF GRAVEL AND SMALL ROCK.
 BB0266'THE SURFACE MARK IS 71 FEET WEST OF THE EAST RIM OF THE
 BB0266'RIDGE AND 50 FEET EAST OF THE WEST RIM OF THE RIDGE AND
 BB0266'PROJECTS 3 INCHES.
 BB0266'
 BB0266'TO REACH THE STATION FROM PRESIDIO POST OFFICE GO EAST ON THE
 BB0266'MAIN STREET 0.8 MILE TO THE PRESIDIO MOTOR AND RUBBER CO.,
 BB0266'TURN LEFT AND GO NORTH 0.15 MILE TO STREET INTERSECTION AT
 BB0266'THE SOUTHEAST CORNER OF SCHOOL YARD, TURN RIGHT AND GO EAST
 BB0266'0.25 MILE TO THE END OF STREET, CONTINUE EAST AND NORTH 2.05
 BB0266'MILES ON DIRT ROAD TO A WELL LOCATION SIGN IN FORKS, TAKE
 BB0266'LEFT FORK AND CONTINUE 0.6 MILE.  HERE TURN LEFT AND GO 0.1
 BB0266'MILE ACROSS BRUSH-COVERED FLATS TO THE BASE OF RIDGE.  FROM
 BB0266'THIS POINT PACK UP RIDGE TO NORTH END AND STATION, ABOUT A
 BB0266'10-MINUTE PACK WITH HEAVY LOAD.
 BB0266'
 BB0266'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BB0266'DISKS SET IN CONCRETE IN THE TOP OF IRON PIPES AS DESCRIBED
 BB0266'IN NOTE 6A, 13A AND 13A RESPECTIVELY.  UNDERGROUND MARK IS A
 BB0266'STANDARD BRONZE DISK SET IN CONCRETE.
 BB0266'
 BB0266'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 75 FEET SOUTH OF
 BB0266'THE NORTH RIM OF THE RIDGE, 18 FEET EAST OF ITS WEST RIM AND
 BB0266'PROJECTS 6 INCHES.
 BB0266'
 BB0266'REFERENCE MARK NO. 2 IS EAST OF THE STATION AND PROJECTS 6
 BB0266'INCHES.
 BB0266'
 BB0266'AZIMUTH MARK IS ABOUT 1/2 MILE SOUTH OF THE STATION ON THE
 BB0266'SAME FLAT-TOPPED RIDGE AND PROJECTS 6 INCHES.
 BB0266'
 BB0266'A 4-FOOT STAND WILL CLEAR ALL LINES.
 BB0266'
 BB0266'THE DISTANCE BETWEEN REFERENCE MARKS IS 80.0 FEET.
 BB0266
 BB0266                          STATION RECOVERY (1958)
 BB0266
 BB0266'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BB0266'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 BB0266'DESCRIBED.
 BB0266'
 BB0266'THE STATION IS LOCATED ON THE NNE END OF MESA AND ON THE
 BB0266'HIGHEST POINT.  163 FEET SSW OF NNE TIP OF MESA.  125 FEET ENE
 BB0266'OF SHARP JAG IN MESA.  63 FEET W OF SHEER DROP TO THE E.
 BB0266
 BB0266                          STATION RECOVERY (1974)
 BB0266
 BB0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RWS)
 BB0266'STATION MARKS, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 BB0266'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 BB0266'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BB0266'
 BB0266'LOCATED ABOUT 3 MILES NORTHEAST OF PRESIDIO, 2 MILES EAST OF
 BB0266'U.S. HIGHWAY 67 AND ON THE NORTH END OF A LONG FLAT-TOPPED
 BB0266'MESA.
 BB0266'
 BB0266'TO REACH FROM THE POST OFFICE IN PRESIDIO, GO SOUTH ON
 BB0266'U.S. HIGHWAY 67 (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD,
 BB0266'TURN LEFT AND GO EAST ON FARM ROAD 170 FOR 0.9 MILE TO A CURVE
 BB0266'RIGHT, CONTINUE STRAIGHT AHEAD ON A GRAVEL ROAD FOR 0.4 MILE
 BB0266'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO EAST AND THEN
 BB0266'NORTH FOR 0.1 MILE TO A GATE, PASS THROUGH GATE AND NORTHERLY
 BB0266'ON THE MAIN TRACK ROAD FOR 1.9 MILE TO A METAL GATE, PASS
 BB0266'THROUGH GATE TO A FORK, TAKE LEFT FORK AND GO NORTHERLY ON A
 BB0266'TRACK ROAD FOR 0.75 MILE, TURN LEFT AND GO WEST UP HILL FOR
 BB0266'0.15 MILE TO THE END OF TRUCK TRAVEL, FROM HERE PACK UP THE
 BB0266'RIDGE TO THE TOP OF THE MESA AND THE STATION ON THE NORTH
 BB0266'END.
 BB0266'
 BB0266'THE STATION MARKS ARE STANDARD DISKS STAMPED CIBOLO 1934.  THE
 BB0266'SURFACE DISK, IS CEMENTED IN THE TOP OF A 3 INCH IRON PIPE
 BB0266'THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE AND IS 69
 BB0266'FEET WEST OF THE EAST EDGE OF THE MESA.  THE UNDERGROUND DISK
 BB0266'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 BB0266'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 BB0266'
 BB0266'REFERENCE MARK 1, IS A STANDARD DISK STAMPED CIBOLO NO 1 1934,
 BB0266'IT IS CEMENTED IN THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS
 BB0266'8 INCHES ABOVE THE GROUND SURFACE AND IS 71 FEET SOUTH OF THE
 BB0266'MOST NORTHERLY POINT OF THE MESA.
 BB0266'
 BB0266'REFERENCE MARK 2, IS A STANDARD DISK STAMPED CIBOLO NO 2 1934,
 BB0266'IT IS CEMENTED IN THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS
 BB0266'8 INCHES ABOVE THE GROUND SURFACE, AND IS 30 FEET WEST OF THE
 BB0266'EAST EDGE OF THE MESA.
 BB0266'
 BB0266'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CIBOLO
 BB0266'AZIMUTH 1934 AND IS 35 FEET SOUTH OF THE WESTERLY EDGE OF THE
 BB0266'MESA.  IT WAS REACHED BY PACKING SOUTHWEST FOR ABOUT 0.5 MILE.
 BB0266'
 BB0266'HEIGHT OF LIGHT ABOVE STATION MARK 4.00 FEET.
 BB0266'
 BB0266'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 BB0266'NORTHEAST OF PRESIDIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1797 ***********************************************************************
 AY1797  DESIGNATION -  CIBOLO MUNICIPAL TANK
 AY1797  PID         -  AY1797
 AY1797  STATE/COUNTY-  TX/GUADALUPE
 AY1797  USGS QUAD   -  MARION (1992)
 AY1797
 AY1797                         *CURRENT SURVEY CONTROL
 AY1797  ___________________________________________________________________
 AY1797* NAD 83(1993)-  29 33 43.64026(N)    098 13 33.03659(W)     ADJUSTED  
 AY1797* NAVD 88     -                                                        
 AY1797  ___________________________________________________________________
 AY1797  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AY1797  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AY1797
 AY1797  HORZ ORDER  -  THIRD
 AY1797
 AY1797.The horizontal coordinates were established by classical geodetic methods
 AY1797.and adjusted by the National Geodetic Survey in February 1996..
 AY1797
 AY1797
 AY1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1797
 AY1797.The geoid height was determined by GEOID03.
 AY1797
 AY1797;                    North         East     Units Scale Factor Converg.
 AY1797;SPC TXSC     - 4,191,844.144   675,011.002   MT  0.99987108   +0 22 45.4
 AY1797;SPC TXSC     -13,752,742.00  2,214,598.60   sFT  0.99987108   +0 22 45.4
 AY1797;UTM  14      - 3,270,516.531   574,992.393   MT  0.99966939   +0 22 55.1
 AY1797
 AY1797                          SUPERSEDED SURVEY CONTROL
 AY1797
 AY1797  NAD 83(1986)-  29 33 43.64594(N)    098 13 33.01848(W) AD(       ) 4
 AY1797  NAD 27      -  29 33 42.81900(N)    098 13 31.97500(W) AD(       ) 3
 AY1797
 AY1797.Superseded values are not recommended for survey control.
 AY1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1797.See file dsdata.txt to determine how the superseded data were derived.
 AY1797
 AY1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7499270517(NAD 83)
 AY1797_MARKER: 51 = TANK
 AY1797
 AY1797  HISTORY     - Date     Condition        Report By
 AY1797  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1797  HISTORY     - 1956     GOOD             AMS
 AY1797
 AY1797                          STATION DESCRIPTION
 AY1797
 AY1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1797'THE BALL ON TOP OF THE APEX OF THE WATER TANK, LOCATED IN THE
 AY1797'VILLAGE OF CIBOLO WHICH IS ABOUT 19 MILES NORTHEAST OF THE
 AY1797'CENTER OF SAN ANTONIO.  THE TANK IS ABOUT 80 FEET HIGH AND
 AY1797'PAINTED SILVER.  IT IS OWNED BY THE CIBOLO WATER DEPARTMENT.
 AY1797
 AY1797                          STATION RECOVERY (1956)
 AY1797
 AY1797'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1797'STATION WAS RECOVERED IN GOOD CONDITION AND IS THE CENTER
 AY1797'OF A SILVER PAINTED WATER TANK ABOUT 80 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0677 ***********************************************************************
 AO0677  DESIGNATION -  CID
 AO0677  PID         -  AO0677
 AO0677  STATE/COUNTY-  TX/DIMMIT
 AO0677  USGS QUAD   -  SNAKE CREEK (1974)
 AO0677
 AO0677                         *CURRENT SURVEY CONTROL
 AO0677  ___________________________________________________________________
 AO0677* NAD 83(1993)-  28 37 56.56510(N)    099 24 42.76082(W)     ADJUSTED  
 AO0677* NAVD 88     -       197.0    (meters)     646.     (feet)  VERTCON   
 AO0677  ___________________________________________________________________
 AO0677  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AO0677  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AO0677
 AO0677  HORZ ORDER  -  FIRST
 AO0677
 AO0677.The horizontal coordinates were established by classical geodetic methods
 AO0677.and adjusted by the National Geodetic Survey in February 1996..
 AO0677
 AO0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0677
 AO0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0677
 AO0677.The geoid height was determined by GEOID03.
 AO0677
 AO0677;                    North         East     Units Scale Factor Converg.
 AO0677;SPC TXSC     - 4,088,628.587   559,728.467   MT  0.99993784   -0 12 06.4
 AO0677;SPC TXSC     -13,414,108.96  1,836,375.81   sFT  0.99993784   -0 12 06.4
 AO0677;UTM  14      - 3,167,326.832   459,741.801   MT  0.99962000   -0 11 50.5
 AO0677
 AO0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0677!SPC TXSC     -   0.99997287  x   0.99993784  =   0.99991071
 AO0677!UTM  14      -   0.99997287  x   0.99962000  =   0.99959288
 AO0677
 AO0677:                Primary Azimuth Mark                     Grid Az
 AO0677:SPC TXSC     -  CID AZ MK                                021 01 14.9
 AO0677:UTM  14      -  CID AZ MK                                021 00 59.0
 AO0677
 AO0677|---------------------------------------------------------------------|
 AO0677| PID    Reference Object                     Distance      Geod. Az  |
 AO0677|                                                           dddmmss.s |
 AO0677| CV4560 CID AZ MK                                          0204908.5 |
 AO0677| CV4561 CID RM 1                             10.840 METERS 02647     |
 AO0677| CV4562 CID RM 2                             36.588 METERS 28427     |
 AO0677|---------------------------------------------------------------------|
 AO0677
 AO0677                          SUPERSEDED SURVEY CONTROL
 AO0677
 AO0677  NAD 83(1986)-  28 37 56.56333(N)    099 24 42.73922(W) AD(       ) 1
 AO0677  NAD 27      -  28 37 55.63297(N)    099 24 41.59767(W) AD(       ) 1
 AO0677  NGVD 29 (07/19/86)  196.9    (m)          646.     (f) VERT ANG       
 AO0677
 AO0677.Superseded values are not recommended for survey control.
 AO0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0677.See file dsdata.txt to determine how the superseded data were derived.
 AO0677
 AO0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS5974267327(NAD 83)
 AO0677_MARKER: DS = TRIANGULATION STATION DISK
 AO0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0677
 AO0677  HISTORY     - Date     Condition        Report By
 AO0677  HISTORY     - 1971     MONUMENTED       NGS
 AO0677
 AO0677                          STATION DESCRIPTION
 AO0677
 AO0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0677'THE STATION IS ABOUT 2 MILES SOUTH AND 14-1/2 MILES WEST OF DILLEY,
 AO0677'13-1/2 MILES NORTH AND 10 MILES WEST OF COTULLA, 1-1/2 MILES SOUTH
 AO0677'AND 5 MILES WEST OF THE SMALL SETTLEMENT OF SAINT MARYS AND ON THE
 AO0677'SOUTHEAST SIDE OF HIGHWAY 85 ON RIGHT-OF-WAY PROPERTY.
 AO0677'
 AO0677'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0677'HIGHWAY 85 IN DILLEY, GO WEST ON HIGHWAY 85 FOR 9.75 MILES TO THE
 AO0677'SMALL SETTLEMENT OF SAINT MARYS AT A CROSSROAD.  CONTINUE WEST ON
 AO0677'HIGHWAY 85 FOR 5.05 MILES TO THE FRIO-DIMMIT COUNTY LINE.
 AO0677'CONTINUE SOUTHWEST ON HIGHWAY 85 FOR 0.1 MILE TO A METAL GATE ON
 AO0677'RIGHT AND THE AZIMUTH MARK.  CONTINUE SOUTHWEST ON HIGHWAY 85
 AO0677'FOR 0.5 MILE TO THE STATION ON LEFT AS DESCRIBED.
 AO0677'
 AO0677'STATION MARKS ARE STANDARD DISKS STAMPED CID 1971.  THE SURFACE DISK
 AO0677'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AO0677'IS FLUSH WITH THE GROUND SURFACE.  IT IS 57.5 FEET SOUTHEAST OF THE
 AO0677'CENTER LINE OF HIGHWAY 85, 3.6 FEET WEST OF A METAL WITNESS POST
 AO0677'AND 2.5 FEET NORTHWEST OF A FENCE.  THE UNDERGROUND MARK IS SET IN
 AO0677'THE TOP OF AN IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE
 AO0677'GROUND SURFACE.
 AO0677'
 AO0677'REFERENCE MARK 1, A STANDARD DISK STAMPED CID NO 1 1971, IS SET IN
 AO0677'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AO0677'WITH THE GROUND SURFACE.  IT IS 60 FEET SOUTHEAST OF THE CENTER LINE
 AO0677'OF HIGHWAY 85, 32.7 FEET NORTHEAST OF THE METAL WITNESS POST, 1
 AO0677'FOOT NORTHWEST OF THE FENCE AND APPROXIMATELY THE SAME ELEVATION
 AO0677'AS THE STATION.
 AO0677'
 AO0677'REFERENCE MARK 2, A STANDARD DISK STAMPED CID NO 2 1971, IS SET IN
 AO0677'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 AO0677'INCHES ABOVE THE GROUND SURFACE.  IT IS 122.5 FEET NORTHWEST OF THE
 AO0677'METAL WITNESS POST, 60 FEET NORTHWEST OF THE CENTER LINE OF
 AO0677'HIGHWAY 85, 1 FOOT SOUTHEAST OF THE FENCE AND APPROXIMATELY 1.5
 AO0677'FEET HIGHER THAN THE STATION.
 AO0677'
 AO0677'AZIMUTH MARK, A STANDARD DISK STAMPED CID 1971, IS SET IN THE TOP OF
 AO0677'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 AO0677'THE GROUND SURFACE.  IT IS 60 FEET NORTHWEST OF THE CENTER LINE OF
 AO0677'HIGHWAY 85, 62 FEET EAST OF A POWER LINE POLE NUMBERED 15-9, 29
 AO0677'FEET NORTHEAST OF THE CENTER OF A METAL GATE AND 1 FOOT SOUTHEAST
 AO0677'OF A FENCE.
 AO0677'
 AO0677'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0259 ***********************************************************************
 BB0259  DESIGNATION -  CIENEGA
 BB0259  PID         -  BB0259
 BB0259  STATE/COUNTY-  TX/PRESIDIO
 BB0259  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0259
 BB0259                         *CURRENT SURVEY CONTROL
 BB0259  ___________________________________________________________________
 BB0259* NAD 83(1993)-  29 46 04.53072(N)    104 09 41.17965(W)     ADJUSTED  
 BB0259* NAVD 88     -      1620.     (meters)    5315.     (feet)  SCALED    
 BB0259  ___________________________________________________________________
 BB0259  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 BB0259  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BB0259
 BB0259  HORZ ORDER  -  SECOND
 BB0259
 BB0259.The horizontal coordinates were established by classical geodetic methods
 BB0259.and adjusted by the National Geodetic Survey in February 1996..
 BB0259
 BB0259.The orthometric height was scaled from a topographic map.
 BB0259
 BB0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0259
 BB0259.The geoid height was determined by GEOID03.
 BB0259
 BB0259;                    North         East     Units Scale Factor Converg.
 BB0259;SPC TXSC     - 4,225,417.620   101,053.369   MT  0.99989170   -2 31 43.2
 BB0259;SPC TXSC     -13,862,890.97    331,539.26   sFT  0.99989170   -2 31 43.2
 BB0259;UTM  13      - 3,293,364.582   581,066.286   MT  0.99968108   +0 24 58.9
 BB0259
 BB0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0259!SPC TXSC     -   0.99974904  x   0.99989170  =   0.99964076
 BB0259!UTM  13      -   0.99974904  x   0.99968108  =   0.99943020
 BB0259
 BB0259:                Primary Azimuth Mark                     Grid Az
 BB0259:SPC TXSC     -  CIENEGA AZ MK                            084 22 03.7
 BB0259:UTM  13      -  CIENEGA AZ MK                            081 25 21.6
 BB0259
 BB0259|---------------------------------------------------------------------|
 BB0259| PID    Reference Object                     Distance      Geod. Az  |
 BB0259|                                                           dddmmss.s |
 BB0259| CH8608 CIENEGA AZ MK                                      0815020.5 |
 BB0259| CH8609 CIENEGA RM 1                          6.897 METERS 11242     |
 BB0259| CH8610 CIENEGA RM 2                          5.062 METERS 34731     |
 BB0259|---------------------------------------------------------------------|
 BB0259
 BB0259                          SUPERSEDED SURVEY CONTROL
 BB0259
 BB0259  NAD 83(1986)-  29 46 04.52353(N)    104 09 41.17524(W) AD(       ) 2
 BB0259  NAD 27      -  29 46 03.88700(N)    104 09 39.45800(W) AD(       ) 2
 BB0259
 BB0259.Superseded values are not recommended for survey control.
 BB0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0259.See file dsdata.txt to determine how the superseded data were derived.
 BB0259
 BB0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN8106693365(NAD 83)
 BB0259_MARKER: DD = SURVEY DISK
 BB0259_SETTING: 66 = SET IN ROCK OUTCROP
 BB0259
 BB0259  HISTORY     - Date     Condition        Report By
 BB0259  HISTORY     - 1942     MONUMENTED       CGS
 BB0259  HISTORY     - 1958     GOOD             AMS
 BB0259
 BB0259                          STATION DESCRIPTION
 BB0259
 BB0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BB0259'STATION IS ON TOP OF CIENEGA MOUNTAIN, ABOUT 7 MILES NW
 BB0259'OF CASA PIEDRA.  THIS IS THE HIGHEST MOUNTAIN IN THE VICINITY,
 BB0259'THE SUMMIT OF THE DIVIDE BETWEEN THE CIENEGA CREEK DRAINAGE
 BB0259'ON THE W AND THE ALAMITO ON THE E.
 BB0259'
 BB0259'THE STATION IS ON TOP OF THIS CENTER PEAK, ON THE HIGHEST
 BB0259'POINT.  IT IS MARKED BY A STANDARD DISK, STAMPED CIENEGA
 BB0259'1942, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BB0259'
 BB0259'NO UNDERGROUND MARK WAS ESTABLISHED.
 BB0259'
 BB0259'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CIENEGA
 BB0259'NO. 1 1942, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BB0259'
 BB0259'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CIENEGA
 BB0259'NO. 2 1942, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BB0259'
 BB0259'THE AZIMUTH MARK IS ABOUT 100 YARDS W OF THE END OF TRUCK
 BB0259'TRAVEL, ON TOP OF THE FIRST ROCKY KNOLL.  IT IS A STANDARD
 BB0259'DISK, STAMPED CIENEGA 1942, CEMENTED IN A DRILL HOLE IN A
 BB0259'DEPRESSION IN TOP OF THE HIGHEST BOULDER IN THE IMMEDIATE
 BB0259'VICINITY.
 BB0259'
 BB0259'TO REACH FROM THE CASA PIEDRA STORE AND POST OFFICE, GO W
 BB0259'ON THE MAIN ROAD 0.3 MILE, TAKE THE RIGHT FORK NW 0.1 MILE.
 BB0259'TAKE THE LEFT FORK AND CONTINUE NW 0.4 MILE TO THE RAILROAD
 BB0259'CROSSING AT THE S END OF THE SWITCH TRACKS AND THE CORRALS.
 BB0259'CROSS THE TRACKS AND GO 0.1 MILE ALONG THE W SIDE OF THE
 BB0259'TRACKS, THEN TAKE A LEFT FORK AND GO NW ON A BLADED ROAD
 BB0259'3.3 MILES TO THE HARPER RANCH HOUSE.  PASS TO THE S OF THE
 BB0259'HOUSE AND THROUGH A GATE AT THE W SIDE OF THE RANCH YARD,
 BB0259'JUST S OF A SMALL ADOBE BUNK HOUSE.  GO ABOUT 50 YARDS ALONG
 BB0259'ROAD FROM GATE, THEN BEAR LEFT ON A DIM ROAD.  FOLLOW THIS
 BB0259'DIM ROAD W AROUND THE N SIDE OF THE FIRST LOW HILL, THEN
 BB0259'ONTO THE TOP OF THE HILL 2.3 MILES FROM THE GATE.
 BB0259'CONTINUE ALONG THE DIM ROAD, ALONG THE TOP OF THE RIDGE,
 BB0259'AS IT DIPS ACROSS A SADDLE, 1.0 MILE TO THE TOP OF THE
 BB0259'SECOND HILL, JUST BEFORE REACHING A ROCK OUTCROP.  THIS
 BB0259'IS THE END OF TRUCK TRAVEL.  THE AZIMUTH MARK IS ABOUT
 BB0259'100 YARDS W OF THIS POINT.
 BB0259'
 BB0259'FROM THE END OF TRUCK TRAVEL PACK WESTERLY UP THE RIDGE TO
 BB0259'THE CENTER ONE, AND HIGHEST OF THREE PEAKS.  A 3/4-HOUR PACK.
 BB0259
 BB0259                          STATION RECOVERY (1958)
 BB0259
 BB0259'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BB0259'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 BB0259'RECOVERED AS DESCRIBED.
 BB0259'
 BB0259'THE STATION IS LOCATED ON THE HIGHEST POINT OF HILL.  25
 BB0259'FEET S OF SHARP DROP TO THE N.  82 FEET WSW OF LONE TREE.
 BB0259'92 FEET NW OF NW TIP OF NW-SE BRUSH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0006 ***********************************************************************
 BL0006  DESIGNATION -  CIMA
 BL0006  PID         -  BL0006
 BL0006  STATE/COUNTY-  TX/TYLER
 BL0006  USGS QUAD   -  COLMESNEIL (1984)
 BL0006
 BL0006                         *CURRENT SURVEY CONTROL
 BL0006  ___________________________________________________________________
 BL0006* NAD 83(1993)-  30 56 04.27161(N)    094 25 00.22053(W)     ADJUSTED  
 BL0006* NAVD 88     -       133.66   (+/-2cm)     438.5    (feet)  VERTCON   
 BL0006  ___________________________________________________________________
 BL0006  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BL0006  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BL0006
 BL0006  HORZ ORDER  -  FIRST
 BL0006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0006
 BL0006.The horizontal coordinates were established by classical geodetic methods
 BL0006.and adjusted by the National Geodetic Survey in February 1996..
 BL0006
 BL0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0006.The vertical order pertains to the NGVD 29 superseded value.
 BL0006
 BL0006.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0006
 BL0006.The geoid height was determined by GEOID03.
 BL0006
 BL0006;                    North         East     Units Scale Factor Converg.
 BL0006;SPC TX C     - 3,155,579.688 1,265,113.764   MT  0.99988242   +3 02 50.6
 BL0006;SPC TX C     -10,352,931.03  4,150,627.41   sFT  0.99988242   +3 02 50.6
 BL0006;UTM  15      - 3,423,205.438   364,651.685   MT  0.99982597   -0 43 42.2
 BL0006
 BL0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0006!SPC TX C     -   0.99998339  x   0.99988242  =   0.99986581
 BL0006!UTM  15      -   0.99998339  x   0.99982597  =   0.99980936
 BL0006
 BL0006|---------------------------------------------------------------------|
 BL0006| PID    Reference Object                     Distance      Geod. Az  |
 BL0006|                                                           dddmmss.s |
 BL0006| BL0007 CIMA RM 1                            25.558 METERS 17301     |
 BL0006| BL0008 CIMA RM 2                            22.153 METERS 35010     |
 BL0006| BL0004 CIMA AZ MK                                         3524347.9 |
 BL0006| BL0005 C 505                               203.983 METERS 35952     |
 BL0006|---------------------------------------------------------------------|
 BL0006
 BL0006                          SUPERSEDED SURVEY CONTROL
 BL0006
 BL0006  NAD 83(1986)-  30 56 04.28498(N)    094 25 00.21209(W) AD(       ) 1
 BL0006  NAD 27      -  30 56 03.57800(N)    094 24 59.49200(W) AD(       ) 1
 BL0006  NGVD 29 (??/??/92)  133.662  (m)          438.52   (f) ADJ UNCH    2 0
 BL0006
 BL0006.Superseded values are not recommended for survey control.
 BL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0006.See file dsdata.txt to determine how the superseded data were derived.
 BL0006
 BL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6465223205(NAD 83)
 BL0006_MARKER: DS = TRIANGULATION STATION DISK
 BL0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0006_STAMPING: CIMA 1949
 BL0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0006+STABILITY: SURFACE MOTION
 BL0006
 BL0006  HISTORY     - Date     Condition        Report By
 BL0006  HISTORY     - 1949     MONUMENTED       CGS
 BL0006  HISTORY     - 1949     GOOD             CGS
 BL0006  HISTORY     - 1966     GOOD             CGS
 BL0006  HISTORY     - 1966     GOOD             NGS
 BL0006
 BL0006                          STATION DESCRIPTION
 BL0006
 BL0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL0006'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH OF THE TOWN OF
 BL0006'COLMESNEIL ON THE HIGH POINT OF A SANDY HILL ON THE WEST
 BL0006'SIDE OF U.S. HIGHWAY 69 AND ON LAND LEASED BY MR. H.P. BROWN
 BL0006'WHO LIVES JUST ACROSS HIGHWAY FROM STATION.  IT IS ABOUT 175
 BL0006'FEET WEST OF THE CENTER OF THE HIGHWAY, 13 FEET NORTH-NORTHEAST
 BL0006'OF A 10 INCH TRIANGULAR BLAZED OAK TREE AND 6 FEET EAST OF
 BL0006'WITNESS POST.  IT IS STAMPED CIMA 1949 AND PROJECTS 4 INCHES.
 BL0006'
 BL0006'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 8 FEET EAST OF
 BL0006'A 12 INCH OAK TREE.  IT IS STAMPED CIMA NO 1 1949 AND PROJECTS
 BL0006'4 INCHES.
 BL0006'
 BL0006'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 3 FEET SOUTH
 BL0006'OF A 6 INCH HICKORY TREE.  IT IS STAMPED CIMA NO 2 1949 AND
 BL0006'PROJECTS 4 INCHES.
 BL0006'
 BL0006'THE AZIMUTH MARK IS ABOUT 0.25 MILE NORTH OF THE STATION,
 BL0006'50 FEET EAST OF THE CENTER OF U.S. HIGHWAY 69, 4 FEET SOUTH
 BL0006'OF TELEPHONE POLE AND 2 FEET NORTH-NORTHWEST OF WITNESS POST.
 BL0006'IT IS STAMPED CIMA 1949 AND PROJECTS 2 INCHES.  TO REACH
 BL0006'FROM THE STATION, GO NORTH ON U.S. HIGHWAY 69 FOR 0.25 MILE
 BL0006'TO THE MARK ON THE EAST SIDE AS DESCRIBED.
 BL0006'
 BL0006'THE TEXAS GEODETIC SURVEY MARK IS NORTH OF THE STATION, SET
 BL0006'IN THE EAST HEADWALL OF A CONCRETE CULVERT, 15 FEET EAST OF
 BL0006'THE CENTER OF THE HIGHWAY AND 5 FEET NORTH OF HIGHWAY POST.
 BL0006'IT IS A STATE SURVEY MARK SET FLUSH WITH THE CENCRETE SURFACE.
 BL0006'THERE ARE NO STAMPINGS ON THE MARK.
 BL0006'
 BL0006'TO REACH THE STATION FROM MANNS PHARMACY IN COLMESNEIL, GO
 BL0006'NORTH ON U.S. HIGHWAY 69 FOR 2.0 MILES TO FARM HOUSE ON
 BL0006'THE RIGHT AND STATION ON THE LEFT ON THE HIGH POINT OF SANDY
 BL0006'HILL JUST ABOVE THE ROAD AS DESCRIBED.
 BL0006'
 BL0006'A 100 FOOT SIGNAL AT STATION GREGORY 1931 IS VISIBLE AT 50
 BL0006'FEET
 BL0006'
 BL0006'A 100 FOOT SIGNAL AT STATION CAMP 1935 IS VISIBLE AT 50 FEET
 BL0006'
 BL0006'A 100 FOOT SIGNAL AT STATION ENON IS VISIBLE AT 50 FEET
 BL0006'
 BL0006'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BL0006
 BL0006                          STATION RECOVERY (1949)
 BL0006
 BL0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BL0006'1.9 MI N FROM COLMESNEIL.
 BL0006'1.9 MILES NORTH ALONG U. S. HIGHWAY NO. 69 FROM THE JUNCTION OF NO. 69
 BL0006'AND FARM ROAD NO. 256 AT COLMESNEIL, ON THE TOP OF A HILL, ABOUT 400.0
 BL0006'FEET WEST OF A WHITE FARMHOUSE LOCATED ON THE EAST SIDE OF THE
 BL0006'HIGHWAY, 0.2 MILE SOUTH OF A DIRT SIDE ROAD LEADING EAST, 169.0 FEET
 BL0006'WEST OF THE CENTER LINE OF THE HIGHWAY, 18.0 FEET WEST OF A 10-INCH
 BL0006'OAK TREE, 17.0 FEET SOUTHEAST OF AN 8-INCH OAK TREE, 13.0 FEET
 BL0006'NORTHEAST OF A 6-INCH OAK WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF
 BL0006'THE TREE, 3.2 FEET SOUTHEAST OF A REFERENCE POST, 83.9 FEET NORTH OF
 BL0006'REFERENCE MARK NO. 1, 72.7 FEET SOUTH OF REFERENCE MARK NO. 2, SET IN
 BL0006'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BL0006
 BL0006                          STATION RECOVERY (1966)
 BL0006
 BL0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL0006'ALL THE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 BL0006'DISTANCES AND DIRECTIONS TO THE MARKS COMPARED FAVORABLY WITH THE
 BL0006'1949 DATA.  NO NOTICEABLE DISPLACEMENT WAS EVIDENT.
 BL0006'
 BL0006'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 BL0006'
 BL0006'THE STATION IS LOCATED ABOUT 11 MILES EAST OF CHESTER, 11 MILES NORTH
 BL0006'OF WOODVILLE, 2 MILES NORTH OF COLMESNEIL AND 50 YARD WEST OF U. S.
 BL0006'HIGHWAY 69, ON PROPERTY OWNED BY THE KIRBY LUMBER COMPANY.
 BL0006'
 BL0006'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 69 AND FARM
 BL0006'ROAD 256 IN THE CENTER OF THE SMALL SETTLEMENT OF COLMESNEIL, GO
 BL0006'NORTH ON HIGHWAY 69 FOR 2.1 MILES TO THE STATION ON THE LEFT AND A
 BL0006'HOUSE ON THE RIGHT.
 BL0006'
 BL0006'THE STATION MARK IS A STANDARD DISK STAMPED CIMA 1949, SET IN TOP OF
 BL0006'A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES
 BL0006'ABOVE THE SURFACE OF THE GROUND.  IT IS 30 FEET SOUTH-SOUTHEAST OF A
 BL0006'20-INCH TREE, 18 FEET WEST OF A 16-INCH HICKORY TREE WITH A
 BL0006'TRIANGULAR BLAZE ON THE WEST SIDE, 13.5 FEET EAST OF AN
 BL0006'8-INCH HICKORY TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE AND 4
 BL0006'FEET SOUTHWEST OF A METAL WITNESS POST.
 BL0006'
 BL0006'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CIMA NO 1 1949, SET
 BL0006'IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 4
 BL0006'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 41 FEET SOUTH OF A
 BL0006'20-INCH CROOKED TREE, 7.5 FEET EAST OF A 12-INCH TREE AND 4 FEET
 BL0006'NORTHWEST OF AN 8-INCH TREE WITH TRIANGULAR BLAZE.
 BL0006'
 BL0006'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CIMA NO 2 1949,
 BL0006'SET IN TOP OF A ROUND CONCRETE POST AND PROJECTS 4 INCHES ABOVE THE
 BL0006'SURFACE OF THE GROUND.  IT IS 11.5 FEET NORTHEAST OF A 20-INCH TREE
 BL0006'AND 3 FEET SOUTH OF A 6-INCH TREE.
 BL0006'
 BL0006'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CIMA 1949, SET IN TOP
 BL0006'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 BL0006'SURFACE OF THE GROUND.  IT IS 52 FEET EAST-NORTHEAST OF THE CENTER
 BL0006'OF HIGHWAY 69, 4 FEET WEST-SOUTHWEST OF A FENCE AND 6 INCHES SOUTH
 BL0006'OF A METAL WITNESS POST.
 BL0006'
 BL0006'THE TEXAS GEODETIC SURVEY MARK IS A BRONZE DISK STAMPED C 505 1949,
 BL0006'CEMENTED IN A DRILL HOLE IN THE HEADWALL OF A CONCRETE CULVERT.  IT
 BL0006'IS 17 FEET EAST OF THE CENTER OF HIGHWAY 69 AND 8 INCHES SOUTH OF
 BL0006'THE NORTH END OF THE HEADWALL.
 BL0006'
 BL0006'TO REACH THE TEXAS GEODETIC SURVEY MARK FROM THE STATION, GO NORTH
 BL0006'ON HIGHWAY 69 FOR 0.15 MILE TO THE MARK ON THE RIGHT.  CONTINUE
 BL0006'NORTH ON HIGHWAY 69 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BL0006'
 BL0006'HEIGHT OF LIGHT ABOVE STATION MARK 26.0 METERS.
 BL0006'
 BL0006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 BL0006'COLMESNEIL.
 BL0006
 BL0006                          STATION RECOVERY (1966)
 BL0006
 BL0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0004 ***********************************************************************
 BL0004  DESIGNATION -  CIMA AZ MK
 BL0004  PID         -  BL0004
 BL0004  STATE/COUNTY-  TX/TYLER
 BL0004  USGS QUAD   -  COLMESNEIL (1984)
 BL0004
 BL0004                         *CURRENT SURVEY CONTROL
 BL0004  ___________________________________________________________________
 BL0004* NAD 83(1986)-  30 56 19.     (N)    094 25 01.     (W)     SCALED    
 BL0004* NAVD 88     -       121.31   (+/-2cm)     398.0    (feet)  VERTCON   
 BL0004  ___________________________________________________________________
 BL0004  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BL0004
 BL0004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0004
 BL0004.The horizontal coordinates were scaled from a topographic map and have
 BL0004.an estimated accuracy of +/- 6 seconds.
 BL0004
 BL0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0004.The vertical order pertains to the NGVD 29 superseded value.
 BL0004
 BL0004.The geoid height was determined by GEOID03.
 BL0004
 BL0004;                    North         East    Units  Estimated Accuracy
 BL0004;SPC TX C     - 3,156,030.    1,265,070.      MT  (+/- 180 meters Scaled)
 BL0004
 BL0004                          SUPERSEDED SURVEY CONTROL
 BL0004
 BL0004  NGVD 29 (??/??/92)  121.309  (m)          397.99   (f) ADJ UNCH    2 0
 BL0004
 BL0004.Superseded values are not recommended for survey control.
 BL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0004.See file dsdata.txt to determine how the superseded data were derived.
 BL0004
 BL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ646236(NAD 83)
 BL0004_MARKER: DZ = AZIMUTH MARK DISK
 BL0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0004_STAMPING: CIMA 1949
 BL0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0004+STABILITY: SURFACE MOTION
 BL0004
 BL0004  HISTORY     - Date     Condition        Report By
 BL0004  HISTORY     - 1949     MONUMENTED       CGS
 BL0004  HISTORY     - 1966     GOOD             NGS
 BL0004
 BL0004                          STATION DESCRIPTION
 BL0004
 BL0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0004'2.2 MI N FROM COLMESNEIL.
 BL0004'2.2 MILES NORTH ALONG U. S. HIGHWAY NO. 69 FROM THE JUNCTION OF NO. 69
 BL0004'AND FARM ROAD NO. 256 AT COLMESNEIL, 0.1 MILE NORTH OF A DIRT SIDE
 BL0004'ROAD LEADING EAST, 0.3 MILE NORTH OF TRIANGULATION STATION CIMA 1949,
 BL0004'0.2 MILE NORTH OF BENCH MARK C 505, ON THE NORTH SLOPE OF A HILL, 52.2
 BL0004'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3.2 FEET SOUTH OF A
 BL0004'TELEPHONE POLE, 1.9 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF
 BL0004'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BL0004
 BL0004                          STATION RECOVERY (1966)
 BL0004
 BL0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0007 ***********************************************************************
 BL0007  DESIGNATION -  CIMA RM 1
 BL0007  PID         -  BL0007
 BL0007  STATE/COUNTY-  TX/TYLER
 BL0007  USGS QUAD   -  COLMESNEIL (1984)
 BL0007
 BL0007                         *CURRENT SURVEY CONTROL
 BL0007  ___________________________________________________________________
 BL0007* NAD 83(1986)-  30 56 06.     (N)    094 25 01.     (W)     SCALED    
 BL0007* NAVD 88     -       132.99   (+/-2cm)     436.3    (feet)  VERTCON   
 BL0007  ___________________________________________________________________
 BL0007  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BL0007
 BL0007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0007
 BL0007.The horizontal coordinates were scaled from a topographic map and have
 BL0007.an estimated accuracy of +/- 6 seconds.
 BL0007
 BL0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0007.The vertical order pertains to the NGVD 29 superseded value.
 BL0007
 BL0007.The geoid height was determined by GEOID03.
 BL0007
 BL0007;                    North         East    Units  Estimated Accuracy
 BL0007;SPC TX C     - 3,155,630.    1,265,090.      MT  (+/- 180 meters Scaled)
 BL0007
 BL0007                          SUPERSEDED SURVEY CONTROL
 BL0007
 BL0007  NGVD 29 (??/??/92)  132.997  (m)          436.34   (f) ADJ UNCH    2 0
 BL0007
 BL0007.Superseded values are not recommended for survey control.
 BL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0007.See file dsdata.txt to determine how the superseded data were derived.
 BL0007
 BL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ646232(NAD 83)
 BL0007_MARKER: DR = REFERENCE MARK DISK
 BL0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0007_STAMPING: CIMA NO. 1 1949
 BL0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0007+STABILITY: SURFACE MOTION
 BL0007
 BL0007  HISTORY     - Date     Condition        Report By
 BL0007  HISTORY     - 1949     MONUMENTED       CGS
 BL0007  HISTORY     - 1966     GOOD             NGS
 BL0007
 BL0007                          STATION DESCRIPTION
 BL0007
 BL0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0007'1.9 MI N FROM COLMESNEIL.
 BL0007'1.9 MILES NORTH ALONG U. S. HIGHWAY NO. 69 FROM THE JUNCTION OF NO. 69
 BL0007'AND FARM ROAD NO. 256 AT COLMESNEIL, ON THE TOP OF A HILL, ABOUT 400.0
 BL0007'FEET WEST OF A WHITE FARMHOUSE LOCATED ON THE EAST SIDE OF THE
 BL0007'HIGHWAY, 0.2 MILE SOUTH OF A DIRT SIDE ROAD LEADING EAST, 190.0 FEET
 BL0007'SOUTH OF TRIANGULATION STATION CIMA, SET IN THE TOP OF A CONCRETE POST
 BL0007'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BL0007
 BL0007                          STATION RECOVERY (1966)
 BL0007
 BL0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0008 ***********************************************************************
 BL0008  DESIGNATION -  CIMA RM 2
 BL0008  PID         -  BL0008
 BL0008  STATE/COUNTY-  TX/TYLER
 BL0008  USGS QUAD   -  COLMESNEIL (1984)
 BL0008
 BL0008                         *CURRENT SURVEY CONTROL
 BL0008  ___________________________________________________________________
 BL0008* NAD 83(1986)-  30 56 04.     (N)    094 25 00.     (W)     SCALED    
 BL0008* NAVD 88     -       132.88   (+/-2cm)     436.0    (feet)  VERTCON   
 BL0008  ___________________________________________________________________
 BL0008  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BL0008
 BL0008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0008
 BL0008.The horizontal coordinates were scaled from a topographic map and have
 BL0008.an estimated accuracy of +/- 6 seconds.
 BL0008
 BL0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0008.The vertical order pertains to the NGVD 29 superseded value.
 BL0008
 BL0008.The geoid height was determined by GEOID03.
 BL0008
 BL0008;                    North         East    Units  Estimated Accuracy
 BL0008;SPC TX C     - 3,155,570.    1,265,120.      MT  (+/- 180 meters Scaled)
 BL0008
 BL0008                          SUPERSEDED SURVEY CONTROL
 BL0008
 BL0008  NGVD 29 (??/??/92)  132.88   (m)          436.0    (f) COMPUTED    2 0
 BL0008
 BL0008.Superseded values are not recommended for survey control.
 BL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0008.See file dsdata.txt to determine how the superseded data were derived.
 BL0008
 BL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ646231(NAD 83)
 BL0008_MARKER: DR = REFERENCE MARK DISK
 BL0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0008_STAMPING: CIMA NO. 2 1949
 BL0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0008+STABILITY: SURFACE MOTION
 BL0008
 BL0008  HISTORY     - Date     Condition        Report By
 BL0008  HISTORY     - 1949     MONUMENTED       CGS
 BL0008  HISTORY     - 1966     GOOD             NGS
 BL0008
 BL0008                          STATION DESCRIPTION
 BL0008
 BL0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0008'1.9 MI N FROM COLMESNEIL.
 BL0008'1.9 MILES NORTH ALONG U. S. HIGHWAY NO. 69 FROM THE JUNCTION OF NO. 69
 BL0008'AND FARM ROAD NO. 256 AT COLMESNEIL, ON THE TOP OF A HILL, ABOUT 400.0
 BL0008'FEET WEST OF A WHITE FARMHOUSE LOCATED ON THE EAST SIDE OF THE
 BL0008'HIGHWAY, 0.2 MILE SOUTH OF A DIRT SIDE ROAD LEADING EAST, 72.7 FEET
 BL0008'NORTH OF TRIANGULATION STATION CIMA 1949, 154.0 FEET WEST OF THE
 BL0008'CENTER LINE OF THE HIGHWAY, 11.0 FEET NORTHEAST OF A 24-INCH OAK TREE,
 BL0008'3.5 FEET SOUTH OF A 4-INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST
 BL0008'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BL0008
 BL0008                          STATION RECOVERY (1966)
 BL0008
 BL0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6963 ***********************************************************************
 AW6963  DESIGNATION -  CINCO
 AW6963  PID         -  AW6963
 AW6963  STATE/COUNTY-  TX/FORT BEND
 AW6963  USGS QUAD   -  RICHMOND NE (1980)
 AW6963
 AW6963                         *CURRENT SURVEY CONTROL
 AW6963  ___________________________________________________________________
 AW6963* NAD 83(1993)-  29 43 50.28433(N)    095 45 25.68748(W)     ADJUSTED  
 AW6963* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 AW6963  ___________________________________________________________________
 AW6963  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW6963  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW6963
 AW6963  HORZ ORDER  -  FIRST
 AW6963
 AW6963.The horizontal coordinates were established by classical geodetic methods
 AW6963.and adjusted by the National Geodetic Survey in February 1996..
 AW6963
 AW6963.The orthometric height was scaled from a topographic map.
 AW6963
 AW6963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6963
 AW6963.The geoid height was determined by GEOID03.
 AW6963
 AW6963;                    North         East     Units Scale Factor Converg.
 AW6963;SPC TXSC     - 4,214,621.489   913,657.848   MT  0.99988701   +1 35 19.4
 AW6963;SPC TXSC     -13,827,470.67  2,997,559.12   sFT  0.99988701   +1 35 19.4
 AW6963;UTM  15      - 3,292,121.804   233,312.778   MT  1.00047762   -1 22 05.3
 AW6963
 AW6963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6963!SPC TXSC     -   0.99999930  x   0.99988701  =   0.99988631
 AW6963!UTM  15      -   0.99999930  x   1.00047762  =   1.00047692
 AW6963
 AW6963|---------------------------------------------------------------------|
 AW6963| PID    Reference Object                     Distance      Geod. Az  |
 AW6963|                                                           dddmmss.s |
 AW6963| CV7033 CINCO RM 1                           25.293 METERS 06812     |
 AW6963| CV7032 CINCO AZ MK                                        3041209.4 |
 AW6963| CV7034 CINCO RM 2                           24.628 METERS 33702     |
 AW6963|---------------------------------------------------------------------|
 AW6963
 AW6963                          SUPERSEDED SURVEY CONTROL
 AW6963
 AW6963  NAD 83(1986)-  29 43 50.29911(N)    095 45 25.66990(W) AD(       ) 1
 AW6963  NAD 27      -  29 43 49.46779(N)    095 45 24.85332(W) AD(       ) 1
 AW6963
 AW6963.Superseded values are not recommended for survey control.
 AW6963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6963.See file dsdata.txt to determine how the superseded data were derived.
 AW6963
 AW6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3331392122(NAD 83)
 AW6963_MARKER: DS = TRIANGULATION STATION DISK
 AW6963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6963
 AW6963  HISTORY     - Date     Condition        Report By
 AW6963  HISTORY     - 1968     MONUMENTED       CGS
 AW6963  HISTORY     - 19951010 GOOD             USPSQD
 AW6963  HISTORY     - 19980228 GOOD             USPSQD
 AW6963  HISTORY     - 19981016 GOOD             USPSQD
 AW6963
 AW6963                          STATION DESCRIPTION
 AW6963
 AW6963'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6963'THE STATION IS LOCATED ON THE PROPERTY OF THE CINCO RANCH WHICH IS
 AW6963'OWNED BY MR. MEAD WHEELES, ABOUT 4 MILES WEST AND 1-1/2 MILES NORTH
 AW6963'OF CLODINE AND 1-3/4 MILES NORTH OF FARM ROAD 1093.
 AW6963'
 AW6963'TO REACH THE STATION FROM THE POST OFFICE IN CLODINE, GO NORTH ON
 AW6963'FARM ROAD 1464 FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST
 AW6963'FOR 0.2 MILE TO A REVERSE-Y FORK.  CONTINUE WEST NOW ON FARM ROAD
 AW6963'1093 FOR 2.1 MILES TO A SIDE ROAD ON THE RIGHT AND SIGN CINCO
 AW6963'RANCH.  TURN RIGHT AND GO NORTH FOR 0.65 MILE TO A CATTLE GUARD,
 AW6963'CONTINUE NORTH FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 AW6963'LEFT AND GO WEST, NORTHWEST AND NORTHEAST, PASSING THE WHEELES
 AW6963'RESIDENCE AND A LAKE ON THE RIGHT, FOR 0.45 MILE TO A SIDE ROAD ON
 AW6963'THE LEFT JUST BEFORE REACHING A WOODEN BRIDGE OVER THE BUFFALO
 AW6963'BAYOU.  TURN LEFT AND GO IN A WESTERLY DIRECTION KEEPING ALONG
 AW6963'THE SOUTH SIDE OF THE BUFFALO BAYOU FOR 1.7 MILES TO A CROSSROAD.
 AW6963'TURN RIGHT AND CROSS OVER A WOODEN BRIDGE AND GO IN A
 AW6963'NORTHERLY DIRECTION FOR 0.3 MILE TO THE STATION ON THE RIGHT JUST
 AW6963'BEFORE REACHING A METAL HAY BARN.
 AW6963'
 AW6963'THE STATION MARK IS A STANDARD DISK STAMPED CINCO 1968, SET IN THE
 AW6963'TOP OF A 12-INCH CYLINDRICAL CONCRETE WHICH IS FLUSH WITH THE
 AW6963'GROUND.  IT IS 100 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 AW6963'OF THE METAL BARN, 50 FEET EAST OF THE CENTER OF A DIRT ROAD, 36.5
 AW6963'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A WIRE FENCE AND 28.7
 AW6963'FEET SOUTH OF A METAL WITNESS POST AND AN EAST-WEST WIRE FENCE.
 AW6963'
 AW6963'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CINCO NO 1 1968, SET
 AW6963'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE WHICH IS 1 INCH BELOW
 AW6963'THE GROUND SURFACE.  IT IS 50.1 FEET SOUTH-SOUTHEAST OF THE
 AW6963'SOUTHEAST CORNER OF THE METAL BARN AND 1.2 FEET SOUTH OF THE
 AW6963'SOUTHEAST CORNER OF THE WIRE FENCE.
 AW6963'
 AW6963'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CINCO NO 2 1968, SET
 AW6963'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE WHICH IS FLUSH WITH THE
 AW6963'GROUND.  IT IS 33 FEET EAST OF THE CENTER OF THE DIRT ROAD, 19.4
 AW6963'FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE METAL BARN,
 AW6963'11 FEET NORTH-NORTHWEST OF THE CENTER OF A METAL GATE AND 1.5
 AW6963'FEET NORTHEAST OF THE NORTH GATE POST.
 AW6963'
 AW6963'R.M. 1 TO R.M. 2 IS 116.99 FEET OR (35.659 M).
 AW6963'
 AW6963'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CINCO 1968, SET IN
 AW6963'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6963'WITH THE GROUND.  IT IS 25 FEET EAST OF THE CENTER OF A DIRT ROAD,
 AW6963'1.8 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 AW6963'NORTH-SOUTH WIRE FENCE.
 AW6963'
 AW6963'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH, THEN WEST
 AW6963'ALONG A DIRT ROAD FOR 0.35 MILE TO A CATTLE GUARD.  CROSS OVER THE
 AW6963'CATTLE GUARD AND TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.05
 AW6963'MILE THE MARK ON THE RIGHT.
 AW6963'
 AW6963'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AW6963
 AW6963                          STATION RECOVERY (1995)
 AW6963
 AW6963'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6963'RECOVERED IN GOOD CONDITION.
 AW6963
 AW6963                          STATION RECOVERY (1998)
 AW6963
 AW6963'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6963'RECOVERED IN GOOD CONDITION.
 AW6963
 AW6963                          STATION RECOVERY (1998)
 AW6963
 AW6963'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1410 ***********************************************************************
 AE1410  DESIGNATION -  CINO
 AE1410  PID         -  AE1410
 AE1410  STATE/COUNTY-  TX/BROOKS
 AE1410  USGS QUAD   -  SAN TOMAS CAMP (1982)
 AE1410
 AE1410                         *CURRENT SURVEY CONTROL
 AE1410  ___________________________________________________________________
 AE1410* NAD 83(1993)-  26 56 06.11596(N)    098 05 56.95301(W)     ADJUSTED  
 AE1410* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 AE1410  ___________________________________________________________________
 AE1410  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AE1410  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AE1410
 AE1410  HORZ ORDER  -  THIRD
 AE1410
 AE1410.The horizontal coordinates were established by classical geodetic methods
 AE1410.and adjusted by the National Geodetic Survey in February 1996..
 AE1410
 AE1410.The orthometric height was scaled from a topographic map.
 AE1410
 AE1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1410
 AE1410.The geoid height was determined by GEOID03.
 AE1410
 AE1410;                    North         East     Units Scale Factor Converg.
 AE1410;SPC TX S     - 5,140,587.261   339,804.574   MT  0.99989545   +0 10 55.2
 AE1410;SPC TX S     -16,865,410.04  1,114,842.17   sFT  0.99989545   +0 10 55.2
 AE1410;UTM  14      - 2,979,557.981   589,431.138   MT  0.99969873   +0 24 29.1
 AE1410
 AE1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1410!SPC TX S     -   0.99999829  x   0.99989545  =   0.99989374
 AE1410!UTM  14      -   0.99999829  x   0.99969873  =   0.99969702
 AE1410
 AE1410|---------------------------------------------------------------------|
 AE1410| PID    Reference Object                     Distance      Geod. Az  |
 AE1410|                                                           dddmmss.s |
 AE1410| CV3045 CINO RM 1                            24.120 METERS 01659     |
 AE1410| CV3046 CINO RM 2                            15.817 METERS 16229     |
 AE1410| AE1417 ENCINO SW BELL TEL MICROWAVE        APPROX. 3.8 KM 2444215.7 |
 AE1410| CV3044 CINO AZ MK                                         2772816.4 |
 AE1410|---------------------------------------------------------------------|
 AE1410
 AE1410                          SUPERSEDED SURVEY CONTROL
 AE1410
 AE1410  NAD 83(1986)-  26 56 06.12534(N)    098 05 56.92326(W) AD(       ) 3
 AE1410  NAD 27      -  26 56 04.93970(N)    098 05 55.90940(W) AD(       ) 3
 AE1410
 AE1410.Superseded values are not recommended for survey control.
 AE1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1410.See file dsdata.txt to determine how the superseded data were derived.
 AE1410
 AE1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8943179558(NAD 83)
 AE1410_MARKER: DS = TRIANGULATION STATION DISK
 AE1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1410
 AE1410  HISTORY     - Date     Condition        Report By
 AE1410  HISTORY     - 1960     MONUMENTED       CGS
 AE1410
 AE1410                          STATION DESCRIPTION
 AE1410
 AE1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AE1410'THE STATION IS APPROXIMATELY 19-1/2 MILES SOUTH OF FALFURRIAS,
 AE1410'4 MILES NORTHEAST OF RACHAL, 2 MILES EAST OF ENCINO AND
 AE1410'ON THE PROPERTY OF MR. CARLAS FLORES.
 AE1410'
 AE1410'TO REACH THE STATION FROM THE POST OFFICE IN ENCINO, GO
 AE1410'SOUTH ON U.S. HIGHWAY 281 FOR 0.3 MILE TO A CROSSROAD.  TURN
 AE1410'LEFT AND GO EAST 1.5 MILES TO A SIDE ROAD ON THE RIGHT.
 AE1410'CONTINUE EAST ON THE MAIN ROAD 0.6 MILE TO A SIDE ROAD ON
 AE1410'THE RIGHT.  CONTINUE EAST ON THE MAIN ROAD 0.15 MILE TO
 AE1410'THE STATION ON THE LEFT.
 AE1410'
 AE1410'STATION MARKS ARE STANDARD DISKS STAMPED CINO 1960.  THE
 AE1410'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1410'2 INCHES.  IT IS 76 FEET NORTH OF THE CENTER OF THE PAVED
 AE1410'ROAD, 70 FEET NORTHWEST OF A POWER POLE, 65 FEET NORTHEAST
 AE1410'OF A 24 INCH TREE AND 54 FEET NORTH OF A METAL WITNESS POST.
 AE1410'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AE1410'34 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1410'
 AE1410'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CINO NO 1
 AE1410'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 AE1410'INCHES.  IT IS 100 FEET NORTH OF A CORNER FENCE POST AND
 AE1410'1 FOOT WEST OF A FENCE.
 AE1410'
 AE1410'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CINO NO 2
 AE1410'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AE1410'INCHES.  IT IS 28 FEET SOUTHWEST OF THE FENCE CORNER, 54
 AE1410'FEET NORTH OF THE CENTER OF THE PAVED ROAD AND 1.5 FEET
 AE1410'NORTHEAST OF THE METAL WITNESS POST.
 AE1410'
 AE1410'AZIMUTH MARK IS A STANDARD DISK STAMPED CINO 1960, SET IN
 AE1410'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 13
 AE1410'FEET SOUTH OF AN 8-INCH TREE AND 1.5 FEET NORTHEAST OF A
 AE1410'METAL WITNESS POST.
 AE1410'
 AE1410'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.1
 AE1410'MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO NORTH
 AE1410'0.15 MILE TO A HOUSE ON THE LEFT.  TURN LEFT, PASS TO THE
 AE1410'NORTH SIDE OF THE HOUSE AND GO WEST 0.15 MILE TO THE AZIMUTH
 AE1410'MARK.
 AE1410'
 AE1410'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1410'
 AE1410'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0537 ***********************************************************************
 CT0537  DESIGNATION -  CIRCLE
 CT0537  PID         -  CT0537
 CT0537  STATE/COUNTY-  TX/TAYLOR
 CT0537  USGS QUAD   -  ABILENE WEST (1987)
 CT0537
 CT0537                         *CURRENT SURVEY CONTROL
 CT0537  ___________________________________________________________________
 CT0537* NAD 83(1993)-  32 25 44.31118(N)    099 50 04.70558(W)     ADJUSTED  
 CT0537* NAVD 88     -       537.236  (meters)    1762.58   (feet)  POSTED    
 CT0537  ___________________________________________________________________
 CT0537  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 CT0537  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CT0537  DYNAMIC HT  -         536.540 (meters)    1760.30  (feet)  COMP
 CT0537  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 CT0537
 CT0537  HORZ ORDER  -  SECOND
 CT0537  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0537
 CT0537.The horizontal coordinates were established by classical geodetic methods
 CT0537.and adjusted by the National Geodetic Survey in February 1996..
 CT0537
 CT0537.The orthometric height was determined by differential leveling
 CT0537.and adjusted by the National Geodetic Survey in 1992..
 CT0537.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0537.rate of 1.1 thru 2.0 mm/km.
 CT0537
 CT0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0537
 CT0537.The geoid height was determined by GEOID03.
 CT0537
 CT0537.The dynamic height is computed by dividing the NAVD 88
 CT0537.geopotential number by the normal gravity value computed on the
 CT0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0537.degrees latitude (g = 980.6199 gals.).
 CT0537
 CT0537.The modeled gravity was interpolated from observed gravity values.
 CT0537
 CT0537;                    North         East     Units Scale Factor Converg.
 CT0537;SPC TXNC     - 2,085,330.610   474,488.340   MT  0.99993125   -0 43 40.5
 CT0537;SPC TXNC     - 6,841,622.18  1,556,717.16   sFT  0.99993125   -0 43 40.5
 CT0537;UTM  14      - 3,588,292.484   421,531.819   MT  0.99967593   -0 26 51.4
 CT0537
 CT0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0537!SPC TXNC     -   0.99991998  x   0.99993125  =   0.99985124
 CT0537!UTM  14      -   0.99991998  x   0.99967593  =   0.99959594
 CT0537
 CT0537|---------------------------------------------------------------------|
 CT0537| PID    Reference Object                     Distance      Geod. Az  |
 CT0537|                                                           dddmmss.s |
 CT0537| CT0538 CIRCLE RM 1                          13.954 METERS 20453     |
 CT0537| CT0544 FOX                                 APPROX. 1.0 KM 2942643.2 |
 CT0537| CT0539 CIRCLE RM 2                          14.128 METERS 31220     |
 CT0537|---------------------------------------------------------------------|
 CT0537
 CT0537                          SUPERSEDED SURVEY CONTROL
 CT0537
 CT0537  NAD 83(1986)-  32 25 44.31734(N)    099 50 04.69360(W) AD(       ) 2
 CT0537  NAD 27      -  32 25 43.86740(N)    099 50 03.36720(W) AD(       ) 2
 CT0537  NGVD 29 (??/??/92)  537.066  (m)         1762.02   (f) ADJ UNCH    1 2
 CT0537
 CT0537.Superseded values are not recommended for survey control.
 CT0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0537.See file dsdata.txt to determine how the superseded data were derived.
 CT0537
 CT0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2153288292(NAD 83)
 CT0537_MARKER: DB = BENCH MARK DISK
 CT0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0537_STAMPING: CIRCLE 1961
 CT0537_MARK LOGO: CGS   
 CT0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0537+STABILITY: SURFACE MOTION
 CT0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT0537+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2005
 CT0537
 CT0537  HISTORY     - Date     Condition        Report By
 CT0537  HISTORY     - 1961     MONUMENTED       CGS
 CT0537  HISTORY     - 1961     GOOD             CGS
 CT0537  HISTORY     - 1984     GOOD             NGS
 CT0537  HISTORY     - 19840615 GOOD             NGS
 CT0537  HISTORY     - 19990531 GOOD             LOCENG
 CT0537  HISTORY     - 20050128 GOOD             ORBITE
 CT0537
 CT0537                          STATION DESCRIPTION
 CT0537
 CT0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT0537'THE STATION IS LOCATED ON THE DYESS AIR FORCE BASE, 1 MILE
 CT0537'SOUTHWEST OF ABILENE TEXAS.
 CT0537'
 CT0537'TO REACH THE STATION FROM THE MAIN GATE, ON THE NORTH SIDE OF
 CT0537'DYESS AIR FORCE BASE, GO SOUTH AND WEST INTO DYESS AIR FORCE
 CT0537'BASE FOR 1.9 MILES TO A TRAFFIC CIRCLE, TURN RIGHT, NORTH, FOR
 CT0537'0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CT0537'
 CT0537'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 CT0537'SQUARE CONCRETE MONUMENT, WHICH IS FLUSH AND IS STAMPED CIRCLE
 CT0537'1961.  IT IS 125 FEET NORTHEAST OF A 25 MILE SPEED SIGN,
 CT0537'44 FEET EAST OF THE CENTER OF A PAVED ROAD AND 30 FEET EAST
 CT0537'OF THE EAST CURB OF THE PAVED ROAD.
 CT0537'
 CT0537'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 CT0537'10-INCH SQUARE CONCRETE MONUMENT, WHICH IS SET FLUSH AND IS
 CT0537'STAMPED CIRCLE NO. 1 1961.  IT IS 77 FEET NORTHEAST OF A
 CT0537'25 MILE SPEED SIGN, 18 FEET EAST OF THE CENTER OF A PAVED
 CT0537'ROAD AND 3 FEET EAST OF THE EAST CURB OF THE PAVED ROAD.
 CT0537'
 CT0537'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 CT0537'10-INCH SQUARE CONCRETE MONUMENT, WHICH IS SET FLUSH AND IS
 CT0537'STAMPED CIRCLE NO. 1 1961.  IT IS 17 FEET EAST OF THE CENTER
 CT0537'OF A PAVED ROAD AND 2.3 FEET EAST OF THE EAST CURB OF THE PAVED
 CT0537'ROAD.
 CT0537'
 CT0537'TRIANGULATION STATION FOX WAS USED AS THE AZIMUTH MARK.
 CT0537
 CT0537                          STATION RECOVERY (1961)
 CT0537
 CT0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CT0537'7.35 MI SW FROM ABILENE.
 CT0537'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0537'AT ABILENE, THENCE 0.8 MILES SOUTH ALONG SPUR 312, THENCE 2.05 MILES
 CT0537'SOUTHWEST ALONG ARNOLD BOULEVARD, THENCE 0.2 MILES NORTHWEST ALONG
 CT0537'AVENUE A, 48 FEET NORTHEAST OF R.M. 1, 45 FEET SOUTHEAST OF R.M. 2, 42
 CT0537'FEET EAST OF THE CENTER OF THE AVENUE, 30 FEET EAST OF THE EAST CURB,
 CT0537'1 FOOT ABOVE THE LEVEL OF THE STREET, SET IN TOP OF A SQUARE CONCRETE
 CT0537'POST FLUSH WITH THE GROUND.
 CT0537
 CT0537                          STATION RECOVERY (1984)
 CT0537
 CT0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0537'RECOVERED IN GOOD CONDITION.
 CT0537
 CT0537                          STATION RECOVERY (1984)
 CT0537
 CT0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CT0537'THE STATION WAS RECOVERED AS DESCRIBED IN VERY GOOD CONDITION.
 CT0537
 CT0537                          STATION RECOVERY (1999)
 CT0537
 CT0537'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999
 CT0537'RECOVERED IN GOOD CONDITION.  NOTE--GOOD FOR GPS OBSERVATIONS.
 CT0537
 CT0537                          STATION RECOVERY (2005)
 CT0537
 CT0537'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 CT0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0630 ***********************************************************************
 BN0630  DESIGNATION -  CIRCLE
 BN0630  PID         -  BN0630
 BN0630  STATE/COUNTY-  TX/BLANCO
 BN0630  USGS QUAD   -  MONUMENT HILL (1963)
 BN0630
 BN0630                         *CURRENT SURVEY CONTROL
 BN0630  ___________________________________________________________________
 BN0630* NAD 83(1993)-  30 10 29.91817(N)    098 28 54.83558(W)     ADJUSTED  
 BN0630* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 BN0630  ___________________________________________________________________
 BN0630  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 BN0630  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 BN0630
 BN0630  HORZ ORDER  -  FIRST
 BN0630
 BN0630.The horizontal coordinates were established by classical geodetic methods
 BN0630.and adjusted by the National Geodetic Survey in February 1996..
 BN0630
 BN0630.The orthometric height was scaled from a topographic map.
 BN0630
 BN0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0630
 BN0630.The geoid height was determined by GEOID03.
 BN0630
 BN0630;                    North         East     Units Scale Factor Converg.
 BN0630;SPC TX C     - 3,057,834.151   878,312.896   MT  0.99998495   +0 57 13.0
 BN0630;SPC TX C     -10,032,244.21  2,881,598.23   sFT  0.99998495   +0 57 13.0
 BN0630;SPC TXSC     - 4,259,635.495   649,900.094   MT  0.99997050   +0 15 13.8
 BN0630;SPC TXSC     -13,975,154.12  2,132,213.89   sFT  0.99997050   +0 15 13.8
 BN0630;UTM  14      - 3,338,287.873   549,882.108   MT  0.99963070   +0 15 37.5
 BN0630
 BN0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0630!SPC TX C     -   0.99991273  x   0.99998495  =   0.99989768
 BN0630!SPC TXSC     -   0.99991273  x   0.99997050  =   0.99988323
 BN0630!UTM  14      -   0.99991273  x   0.99963070  =   0.99954346
 BN0630
 BN0630|---------------------------------------------------------------------|
 BN0630| PID    Reference Object                     Distance      Geod. Az  |
 BN0630|                                                           dddmmss.s |
 BN0630| CV4564 CIRCLE RM 1                          26.858 METERS 04430     |
 BN0630| CV4563 CIRCLE AZ MK                                       0931115.8 |
 BN0630| CV4565 CIRCLE RM 2                          19.360 METERS 26820     |
 BN0630|---------------------------------------------------------------------|
 BN0630
 BN0630                          SUPERSEDED SURVEY CONTROL
 BN0630
 BN0630  NAD 83(1986)-  30 10 29.92841(N)    098 28 54.82007(W) AD(       ) 1
 BN0630  NAD 27      -  30 10 29.18960(N)    098 28 53.73200(W) AD(       ) 1
 BN0630
 BN0630.Superseded values are not recommended for survey control.
 BN0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0630.See file dsdata.txt to determine how the superseded data were derived.
 BN0630
 BN0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU4988238288(NAD 83)
 BN0630_MARKER: DS = TRIANGULATION STATION DISK
 BN0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0630
 BN0630  HISTORY     - Date     Condition        Report By
 BN0630  HISTORY     - 1956     MONUMENTED       CGS
 BN0630
 BN0630                          STATION DESCRIPTION
 BN0630
 BN0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0630'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF JOHNSON CITY,
 BN0630'ABOUT 7 MILES SOUTHWEST OF HYE, ABOUT 6.5 MILES NORTHWEST OF
 BN0630'BLANCO, ABOUT 400 FEET SOUTHWEST OF TWO CONCRETE WATER TANKS AND
 BN0630'205 FEET NORTH OF A BLADED ROAD.
 BN0630'
 BN0630'TO REACH FROM THE POST OFFICE AT HYE.  GO EASTERLY, ON U.S.
 BN0630'HIGHWAY 290, FOR 1.7 MILES.  TURN RIGHT, ONTO A GRADED ROAD, AND
 BN0630'GO SOUTHERLY FOR 4.3 MILES.  PASS TO THE RIGHT HAND SIDE OF
 BN0630'THE HEATH RANCH BUILDINGS AND CONTINUE SOUTH FOR 2.6 MILES TO
 BN0630'THE SUMMIT OF A LOW DIVIDE.  CROSS OVER A CATTLE GUARD, TURN
 BN0630'LEFT AND FOLLOW THE BLADED ROAD, ALONG THE CREST OF THE RIDGE,
 BN0630'EASTERLY, FOR 0.15 MILE.  PASS THROUGH A BOARD GATE AND
 BN0630'CONTINUE EASTERLY FOR 1.05 MILE.  (THE AZIMUTH MARK IS REACHED
 BN0630'FROM THIS POINT BY BEARING RIGHT, ONTO A TRACK ROAD, AND GOING
 BN0630'SOUTHEAST FOR 0.15 MILE) TURN LEFT AND GO SOUTHWEST FOR 0.15
 BN0630'MILE TO THE HIGH GROUND AND THE STATION.
 BN0630'
 BN0630'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 BN0630'IS STAMPED CIRCLE 1956.
 BN0630'
 BN0630'REFERENCE MARK NUMBER 1 IS ABOUT 2 FEET LOWER THAN THE STATION.
 BN0630'IT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED CIRCLE
 BN0630'NO 1 1956.
 BN0630'
 BN0630'REFERENCE MARK NUMBER 2 IS AT ABOUT THE SAME ELEVATION AS THE
 BN0630'STATION.  IT PROJECTS 2 INCHES AND IS STAMPED CIRCLE NO 2 1956.
 BN0630'
 BN0630'THE AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 BN0630'AND 6 FEET NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST.  IT
 BN0630'IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED CIRCLE
 BN0630'1956.
 BN0630'
 BN0630'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2984 ***********************************************************************
 CS2984  DESIGNATION -  CIRCLE
 CS2984  PID         -  CS2984
 CS2984  STATE/COUNTY-  TX/TARRANT
 CS2984  USGS QUAD   -  BENBROOK (1981)
 CS2984
 CS2984                         *CURRENT SURVEY CONTROL
 CS2984  ___________________________________________________________________
 CS2984* NAD 83(1993)-  32 43 19.55043(N)    097 26 27.76032(W)     ADJUSTED  
 CS2984* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 CS2984  ___________________________________________________________________
 CS2984  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 CS2984  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CS2984
 CS2984  HORZ ORDER  -  SECOND
 CS2984
 CS2984.The horizontal coordinates were established by classical geodetic methods
 CS2984.and adjusted by the National Geodetic Survey in February 1996..
 CS2984
 CS2984.The orthometric height was scaled from a topographic map.
 CS2984
 CS2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2984
 CS2984.The geoid height was determined by GEOID03.
 CS2984
 CS2984;                    North         East     Units Scale Factor Converg.
 CS2984;SPC TXNC     - 2,117,536.945   699,259.177   MT  0.99988906   +0 34 39.2
 CS2984;SPC TXNC     - 6,947,285.79  2,294,152.82   sFT  0.99988906   +0 34 39.2
 CS2984;UTM  14      - 3,621,553.861   646,093.508   MT  0.99986318   +0 50 34.3
 CS2984
 CS2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2984!SPC TXNC     -   0.99996796  x   0.99988906  =   0.99985703
 CS2984!UTM  14      -   0.99996796  x   0.99986318  =   0.99983115
 CS2984
 CS2984:                Primary Azimuth Mark                     Grid Az
 CS2984:SPC TXNC     -  LAKE WORTH WATER TANK                    001 49 57.3
 CS2984:UTM  14      -  LAKE WORTH WATER TANK                    001 34 02.2
 CS2984
 CS2984|---------------------------------------------------------------------|
 CS2984| PID    Reference Object                     Distance      Geod. Az  |
 CS2984|                                                           dddmmss.s |
 CS2984| CS3029 LAKE WORTH WATER TANK               APPROX.10.1 KM 0022436.5 |
 CS2984| CX9221 CIRCLE AZ MK                                       1011059.4 |
 CS2984| CX9222 CIRCLE RM 1                          46.191 METERS 10942     |
 CS2984| CX9223 CIRCLE RM 2                          37.947 METERS 17941     |
 CS2984| CX9225 CIRCLE RM 4                          14.545 METERS 28646     |
 CS2984| CX9224 CIRCLE RM 3                          12.920 METERS 34144     |
 CS2984|---------------------------------------------------------------------|
 CS2984
 CS2984                          SUPERSEDED SURVEY CONTROL
 CS2984
 CS2984  NAD 83(1986)-  32 43 19.55365(N)    097 26 27.74311(W) AD(       ) 2
 CS2984  NAD 27      -  32 43 19.08200(N)    097 26 26.67100(W) AD(       ) 2
 CS2984
 CS2984.Superseded values are not recommended for survey control.
 CS2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2984.See file dsdata.txt to determine how the superseded data were derived.
 CS2984
 CS2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4609421554(NAD 83)
 CS2984_MARKER: DS = TRIANGULATION STATION DISK
 CS2984_SETTING: 0 = UNSPECIFIED SETTING
 CS2984
 CS2984  HISTORY     - Date     Condition        Report By
 CS2984  HISTORY     - 1946     MONUMENTED       CGS
 CS2984  HISTORY     - 1948     GOOD             CGS
 CS2984  HISTORY     - 1948     GOOD             CGS
 CS2984  HISTORY     - 1958     SEE DESCRIPTION  CGS
 CS2984  HISTORY     - 1962     GOOD             CGS
 CS2984  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS2984  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2984
 CS2984                          STATION DESCRIPTION
 CS2984
 CS2984'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS2984'STATION IS LOCATED ABOUT 8 MILES W OF THE CITY OF FORT WORTH,
 CS2984'AT THE TRAFFIC CIRCLE, AT THE JUNCTION OF U.S. HIGHWAYS
 CS2984'80 AND 183.  IT IS LOCATED INSIDE THE CIRCLE, 63 FEET S OF
 CS2984'THE APPROXIMATE CENTER LINE OF THE W-BOUND LANE OF U.S. HIGHWAY
 CS2984'80, 52 FEET S OF THE N EDGE OF THE CIRCLE, AND 40 FEET SE
 CS2984'OF ELECTRIC POLE 180.
 CS2984'
 CS2984'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS2984'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED CIRCLE
 CS2984'1946, AND PROJECTS 8 INCHES.
 CS2984'
 CS2984'REFERENCE MARK 1 IS 151.55 FEET ESE OF THE STATION.  IT IS
 CS2984'41 FEET W OF THE APPROXIMATE CENTER LINE OF THE N-BOUND LANE
 CS2984'OF U.S. HIGHWAY 183, 30 FEET W OF THE EDGE OF THE CIRCLE,
 CS2984'AND 12 FEET NW OF THE CENTER OF A CULVERT.  IT IS A BRONZE
 CS2984'REFERENCE MARK STAMPED CIRCLE NO 1 1946, AND IS SET IN THE
 CS2984'TOP OF A CONCRETE POST.  IT PROJECTS 6 INCHES.
 CS2984'
 CS2984'REFERENCE MARK 2 IS 123.15 FEET SSW OF THE STATION.  IT IS
 CS2984'37 FEET N OF THE APPROXIMATE CENTER LINE OF THE E-BOUND
 CS2984'LANE OF U.S. HIGHWAY 80, 26 FEET N OF THE MOST S EDGE OF
 CS2984'THE CIRCLE, AND 3 FEET E OF AN ELECTRIC POLE.  IT IS A BRONZE
 CS2984'REFERENCE DISK STAMPED CIRCLE NO 2 1946, AND IS SET IN THE
 CS2984'TOP OF A CONCRETE POST.  IT PROJECTS 6 INCHES.
 CS2984'
 CS2984'AZIMUTH MARK IS LOCATED 0.5 MILE E OF THE STATION, 400 FEET
 CS2984'SW OF THE JUNCTION OF U.S. HIGHWAYS 80 AND 377, ON HIGHWAY
 CS2984'377.  IT IS 64 FEET S OF THE APPROXIMATE CENTER LINE OF
 CS2984'U.S. HIGHWAY 377, 16 FEET SW OF AN ELECTRIC POLE, AND 10
 CS2984'FEET S OF THE EDGE OF PAVEMENT.  IT IS A BRONZE AZIMUTH DISK
 CS2984'STAMPED CIRCLE 1946, AND SET IN THE TOP OF A CONCRETE POST.
 CS2984'IT PROJECTS 6 INCHES.
 CS2984'
 CS2984'TO REACH THE STATION FROM THE COURTHOUSE IN FORT WORTH, GO
 CS2984'S ON MAIN STREET 0.8 MILE TO THE JUNCTION OF MAIN STREET
 CS2984'AND U.S. HIGHWAY 80.  TURN RIGHT, W, ON HIGHWAY 80 AND CONTINUE
 CS2984'7.1 MILES TO THE TRAFFIC CIRCLE AT THE JUNCTION OF HIGHWAYS
 CS2984'80 AND 183 AND THE STATION IN THE SW EDGE OF THE CIRCLE
 CS2984'AS DESCRIBED.
 CS2984'
 CS2984'TO REACH THE AZIMUTH MARK FROM THE STATION GO E 0.5 MILE ON
 CS2984'HIGHWAY 80 TO THE JUNCTION OF HIGHWAYS 80 AND 377.  TURN
 CS2984'RIGHT, SW, AND CONTINUE FOR 400 FEET TO THE MARK ON THE
 CS2984'LEFT AS DESCRIBED.
 CS2984'
 CS2984'NOTE--TRIANGULATION STATION CIRCLE WAS MOVED AT THE REQUEST
 CS2984'OF THE FORT WORTH CITY ENGINEERS.  SEE ECCENTRIC REDUCTION.
 CS2984
 CS2984                          STATION RECOVERY (1948)
 CS2984
 CS2984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RER)
 CS2984'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS2984
 CS2984                          STATION RECOVERY (1948)
 CS2984
 CS2984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (APR)
 CS2984'THE STATION AND 2 REFERENCE MARKS WERE RECOVERED IN GOOD
 CS2984'CONDITION AS DESCRIBED.  THE AZIMUTH MARK HAS BEEN DESTROYED.
 CS2984'THE SITE OF THE MARK AS INDICATED IN THE DESCRIPTION HAS
 CS2984'BEEN EXCAVATED AND A DOUBLE PIPE LINE WAS LAID PARALLELING
 CS2984'THE HIGHWAY AT THE DISTANCES DESCRIBED.
 CS2984
 CS2984                          STATION RECOVERY (1958)
 CS2984
 CS2984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2984'THE TRAFFIC CIRCLE AT THIS STATION HAS BEEN DESTROYED AND
 CS2984'A LIGHT CONTROLLED INTERSECTION HAS BEEN BUILT, AT THE INTERSECTION
 CS2984'OF HIGHWAYS NO. 80, 180, 183 AND 377.  THE SURFACE STATION
 CS2984'MARK, THE TWO REFERENCE MARKS AND THE AZIMUTH MARK HAVE
 CS2984'BEEN DESTROYED.  THE UNDERGROUND STATION MARK WAS RECOVERED.
 CS2984'A REVISED DESCRIPTION BASED ON THE SURFACE STATION AND TWO
 CS2984'REFERENCE MARKS SET IN 1958, IS AS FOLLOWS.
 CS2984'
 CS2984'THE STATION IS MARKED BY A SUBSURFACE MARK, A DISK STAMPED
 CS2984'CIRCLE 1946 IN A CONCRETE BLOCK ABOUT 4 FEET BELOW THE SURFACE.
 CS2984'THE SURFACE MARK IS A DISK STAMPED CIRCLE 1946 1958 IN A
 CS2984'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND, IN THE
 CS2984'SOUTHEAST POINT OF A LARGE TRAFFIC ISLAND, IN THE NORTHWEST
 CS2984'POINT OF THE HIGHWAY INTERSECTION AT THE JUNCTION OF THE
 CS2984'HIGHWAYS, 06.8 MILES WEST SOUTHWEST AIRLINE FROM THE TARRANT
 CS2984'COUNTY COURT HOUSE IN FORT WORTH.  THE STATION IS 6 FEET
 CS2984'WEST OF THE WEST CURB OF THE SOUTH-BOUND TRAFFIC LANE OF
 CS2984'HIGHWAY NO. 183 AND 377 AND 9 FEET NORTH OF THE WEST-BOUND
 CS2984'TRAFFIC LANE OF HIGHWAY NO. 80 AND 180, AND 6 FEET NORTH
 CS2984'OF A TWO-PIPE HIGHWAY SIGN STANDARD.
 CS2984'
 CS2984'REFERENCE MARK NO. 3 IS NORTH, NORTHWEST OF THE STATION,
 CS2984'A DISK STAMPED CIRCLE 1946 NO. 3 1958 IN A CONCRETE POST
 CS2984'FLUSH WITH THE SURFACE OF THE GROUND, 21 FEET WEST OF THE
 CS2984'WEST CURB OF THE SOUTH-BOUND TRAFFIC LANE OF 183 AND 377
 CS2984'AND 4 FEET NORTH OF A POWER POLE.
 CS2984'
 CS2984'REFERENCE MARK NO. 4 IS WEST OF THE STATION, 15 FEET NORTH
 CS2984'OF THE NORTH CURB OF THE WEST BOUND TRAFFIC LANE OF 80 AND
 CS2984'180 AND NEAR THE CENTER OF THE SOUTH SIDE OF THE TRIANGULAR
 CS2984'TRAFFIC ISLAND.
 CS2984
 CS2984                          STATION RECOVERY (1962)
 CS2984
 CS2984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS2984'THE STATION MARK, REFERENCE MARK 3 AND 4 WERE RECOVERED
 CS2984'IN GOOD CONDITION AS DESCRIBED IN THE RECOVERY NOTE OF 1958.
 CS2984'THE SURFACE STATION MARK IS NOW ABOUT 3 INCHES BELOW THE
 CS2984'SURFACE OF THE GROUND.  THE DISTANCES FROM THE CURBS TO
 CS2984'STATION MARK WERE CHECKED AND FOUND TO BE CORRECT.  REFERENCE
 CS2984'MARK NO. 3 WAS RECOVERED AS DESCRIBED.  REFERENCE MARK NO.
 CS2984'4 IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 CS2984'IS 16.6 FEET NORTH OF THE NORTH CURB OF THE WEST BOUND TRAFFIC
 CS2984'LANE OF U.S. HIGHWAYS 80 AND 180, AND 38.5 FEET SOUTHWEST
 CS2984'OF THE POWER LINE POLE WHICH IS 4 FEET SOUTH OF REFERENCE
 CS2984'MARK NO. 3.
 CS2984
 CS2984                          STATION RECOVERY (1997)
 CS2984
 CS2984'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2984'MARK NOT FOUND.
 CS2984
 CS2984                          STATION RECOVERY (2001)
 CS2984
 CS2984'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0613 ***********************************************************************
 EO0613  DESIGNATION -  CIRCLE
 EO0613  PID         -  EO0613
 EO0613  STATE/COUNTY-  TX/LAMB
 EO0613  USGS QUAD   -  OLTON (1981)
 EO0613
 EO0613                         *CURRENT SURVEY CONTROL
 EO0613  ___________________________________________________________________
 EO0613* NAD 83(1993)-  34 11 17.19818(N)    102 12 37.54110(W)     ADJUSTED  
 EO0613* NAVD 88     -      1110.3    (meters)    3643.     (feet)  VERTCON   
 EO0613  ___________________________________________________________________
 EO0613  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 EO0613  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 EO0613
 EO0613  HORZ ORDER  -  SECOND
 EO0613
 EO0613.The horizontal coordinates were established by classical geodetic methods
 EO0613.and adjusted by the National Geodetic Survey in February 1996..
 EO0613
 EO0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0613
 EO0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0613
 EO0613.The geoid height was determined by GEOID03.
 EO0613
 EO0613;                    North         East     Units Scale Factor Converg.
 EO0613;SPC TXNC     - 2,285,663.680   258,017.762   MT  1.00006929   -2 01 25.1
 EO0613;SPC TXNC     - 7,498,881.59    846,513.27   sFT  1.00006929   -2 01 25.1
 EO0613;UTM  13      - 3,786,531.868   757,079.402   MT  1.00041475   +1 34 06.1
 EO0613
 EO0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0613!SPC TXNC     -   0.99982970  x   1.00006929  =   0.99989897
 EO0613!UTM  13      -   0.99982970  x   1.00041475  =   1.00024437
 EO0613
 EO0613|---------------------------------------------------------------------|
 EO0613| PID    Reference Object                     Distance      Geod. Az  |
 EO0613|                                                           dddmmss.s |
 EO0613| EO0612 CIRCLE RM 1                           9.462 METERS 09316     |
 EO0613| EO0610 OLTON MUNICIPAL TANK                APPROX. 6.9 KM 0945037.3 |
 EO0613| CJ6898 CIRCLE RM 2                           7.415 METERS 26828     |
 EO0613| EO0114 J 440                               APPROX. 1.2 KM 2701005.2 |
 EO0613|---------------------------------------------------------------------|
 EO0613
 EO0613                          SUPERSEDED SURVEY CONTROL
 EO0613
 EO0613  NAD 83(1986)-  34 11 17.20499(N)    102 12 37.53483(W) AD(       ) 2
 EO0613  NAD 27      -  34 11 16.89164(N)    102 12 35.88630(W) AD(       ) 2
 EO0613  NGVD 29 (07/19/86) 1109.8    (m)         3641.     (f) VERT ANG       
 EO0613
 EO0613.Superseded values are not recommended for survey control.
 EO0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0613.See file dsdata.txt to determine how the superseded data were derived.
 EO0613
 EO0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT5707986532(NAD 83)
 EO0613_MARKER: DS = TRIANGULATION STATION DISK
 EO0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EO0613
 EO0613  HISTORY     - Date     Condition        Report By
 EO0613  HISTORY     - 1975     MONUMENTED       NGS
 EO0613
 EO0613                          STATION DESCRIPTION
 EO0613
 EO0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0613'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF SPRINGLAKE, 4 MILES
 EO0613'WEST OF OLTON AND ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 70.
 EO0613'
 EO0613'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 EO0613'FARM ROAD 168 IN OLTON, GO WEST ON HIGHWAY 70 FOR 4.15 MILES TO
 EO0613'THE STATION ON THE RIGHT.  TO REACH BENCH MARK J 440 1934 RESET
 EO0613'1952 FROM THE STATION GO WEST ON U.S. HIGHWAY 70 FOR 0.7 MILE TO
 EO0613'THE MARK ON THE LEFT.
 EO0613'
 EO0613'STATION MARKS ARE STANDARD DISKS, STAMPED CIRCLE 1975.  THE
 EO0613'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EO0613'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 49.5 FEET SOUTH
 EO0613'OF THE CENTER OF U.S. HIGHWAY 70, 3.5 FEET NORTHEAST OF A POWER
 EO0613'LINE POLE NUMBERED 30 AND 2.5 FEET NORTH OF A WITNESS POST.  THE
 EO0613'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 EO0613'INCHES BELOW THE GROUND SURFACE.
 EO0613'
 EO0613'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CIRCLE NO 1 1975,
 EO0613'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 EO0613'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 51.4 FEET SOUTH OF THE
 EO0613'CENTER OF U.S. HIGHWAY 70, 31.6 FEET EAST OF THE WITNESS POST
 EO0613'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EO0613'
 EO0613'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CIRCLE NO 2 1975,
 EO0613'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 EO0613'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 50.0 FEET SOUTH OF THE
 EO0613'CENTER OF U.S. HIGHWAY 70, 24.0 FEET WEST OF THE WITNESS POST
 EO0613'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EO0613'
 EO0613'BENCH MARK J 440 1934 RESET 1952, IS A STANDARD DISK, STAMPED
 EO0613'J 440 1934 RESET 1952, CEMENTED IN A DRILL HOLE IN THE CENTER OF
 EO0613'THE SOUTH HEADWALL OF A CONCRETE CULVERT.  IT IS 33.5 FEET SOUTH
 EO0613'OF THE CENTER OF U.S. HIGHWAY 70 AND 7.5 FEET EAST OF THE WEST
 EO0613'END OF THE CULVERT.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 EO0613'
 EO0613'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0538 ***********************************************************************
 CT0538  DESIGNATION -  CIRCLE RM 1
 CT0538  PID         -  CT0538
 CT0538  STATE/COUNTY-  TX/TAYLOR
 CT0538  USGS QUAD   -  ABILENE WEST (1987)
 CT0538
 CT0538                         *CURRENT SURVEY CONTROL
 CT0538  ___________________________________________________________________
 CT0538* NAD 83(1986)-  32 25 43.     (N)    099 50 04.     (W)     SCALED    
 CT0538* NAVD 88     -       536.966  (meters)    1761.70   (feet)  POSTED    
 CT0538  ___________________________________________________________________
 CT0538  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CT0538  DYNAMIC HT  -         536.270 (meters)    1759.41  (feet)  COMP
 CT0538  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 CT0538
 CT0538  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0538
 CT0538.The horizontal coordinates were scaled from a topographic map and have
 CT0538.an estimated accuracy of +/- 6 seconds.
 CT0538
 CT0538.The orthometric height was determined by differential leveling
 CT0538.and adjusted by the National Geodetic Survey in 1992..
 CT0538.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0538.rate of 1.1 thru 2.0 mm/km.
 CT0538
 CT0538.The geoid height was determined by GEOID03.
 CT0538
 CT0538.The dynamic height is computed by dividing the NAVD 88
 CT0538.geopotential number by the normal gravity value computed on the
 CT0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0538.degrees latitude (g = 980.6199 gals.).
 CT0538
 CT0538.The modeled gravity was interpolated from observed gravity values.
 CT0538
 CT0538;                    North         East    Units  Estimated Accuracy
 CT0538;SPC TXNC     - 2,085,290.      474,510.      MT  (+/- 180 meters Scaled)
 CT0538
 CT0538                          SUPERSEDED SURVEY CONTROL
 CT0538
 CT0538  NGVD 29 (??/??/92)  536.796  (m)         1761.14   (f) ADJ UNCH    1 2
 CT0538
 CT0538.Superseded values are not recommended for survey control.
 CT0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0538.See file dsdata.txt to determine how the superseded data were derived.
 CT0538
 CT0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA215882(NAD 83)
 CT0538_MARKER: DB = BENCH MARK DISK
 CT0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0538_STAMPING: CIRCLE NO 1 1961
 CT0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0538+STABILITY: SURFACE MOTION
 CT0538
 CT0538  HISTORY     - Date     Condition        Report By
 CT0538  HISTORY     - 1961     MONUMENTED       CGS
 CT0538  HISTORY     - 1984     GOOD             NGS
 CT0538
 CT0538                          STATION DESCRIPTION
 CT0538
 CT0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0538'7.35 MI SW FROM ABILENE.
 CT0538'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0538'AT ABILENE, THENCE 0.8 MILES SOUTH ALONG SPUR 312, THENCE 2.05 MILES
 CT0538'SOUTHWEST ALONG ARNOLD BOULEVARD, THENCE 0.2 MILES NORTHWEST ALONG
 CT0538'AVENUE A, 48 FEET SOUTHWEST OF A TRIANGULATION STATION, 18 FEET EAST
 CT0538'OF THE CENTER OF THE AVENUE, 3 FEET EAST OF THE EAST CURB, 0.6 FEET
 CT0538'ABOVE THE LEVEL OF THE STREET, SET IN TOP OF A SQUARE CONCRETE POST
 CT0538'FLUSH WITH THE GROUND.
 CT0538
 CT0538                          STATION RECOVERY (1984)
 CT0538
 CT0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0539 ***********************************************************************
 CT0539  DESIGNATION -  CIRCLE RM 2
 CT0539  PID         -  CT0539
 CT0539  STATE/COUNTY-  TX/TAYLOR
 CT0539  USGS QUAD   -  ABILENE WEST (1987)
 CT0539
 CT0539                         *CURRENT SURVEY CONTROL
 CT0539  ___________________________________________________________________
 CT0539* NAD 83(1986)-  32 25 43.     (N)    099 50 04.     (W)     SCALED    
 CT0539* NAVD 88     -       536.941  (meters)    1761.61   (feet)  POSTED    
 CT0539  ___________________________________________________________________
 CT0539  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CT0539  DYNAMIC HT  -         536.240 (meters)    1759.31  (feet)  COMP
 CT0539  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 CT0539
 CT0539  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0539
 CT0539.The horizontal coordinates were scaled from a topographic map and have
 CT0539.an estimated accuracy of +/- 6 seconds.
 CT0539
 CT0539.The orthometric height was determined by differential leveling
 CT0539.and adjusted by the National Geodetic Survey in 1992..
 CT0539.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0539.rate of 1.1 thru 2.0 mm/km.
 CT0539
 CT0539.The geoid height was determined by GEOID03.
 CT0539
 CT0539.The dynamic height is computed by dividing the NAVD 88
 CT0539.geopotential number by the normal gravity value computed on the
 CT0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0539.degrees latitude (g = 980.6199 gals.).
 CT0539
 CT0539.The modeled gravity was interpolated from observed gravity values.
 CT0539
 CT0539;                    North         East    Units  Estimated Accuracy
 CT0539;SPC TXNC     - 2,085,290.      474,510.      MT  (+/- 180 meters Scaled)
 CT0539
 CT0539                          SUPERSEDED SURVEY CONTROL
 CT0539
 CT0539  NGVD 29 (??/??/92)  536.772  (m)         1761.06   (f) ADJ UNCH    1 2
 CT0539
 CT0539.Superseded values are not recommended for survey control.
 CT0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0539.See file dsdata.txt to determine how the superseded data were derived.
 CT0539
 CT0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA215882(NAD 83)
 CT0539_MARKER: DB = BENCH MARK DISK
 CT0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0539_STAMPING: CIRCLE NO 2 1961
 CT0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0539+STABILITY: SURFACE MOTION
 CT0539
 CT0539  HISTORY     - Date     Condition        Report By
 CT0539  HISTORY     - 1961     MONUMENTED       CGS
 CT0539  HISTORY     - 1984     GOOD             NGS
 CT0539
 CT0539                          STATION DESCRIPTION
 CT0539
 CT0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0539'7.35 MI SW FROM ABILENE.
 CT0539'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0539'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG SPUR 312, THENCE 2.05 MILES
 CT0539'SOUTHWEST ALONG ARNOLD BOULEVARD, THENCE 0.2 MILE NORTHWEST ALONG
 CT0539'AVENUE A, 45 FEET NORTHWEST OF A TRIANGULATION STATION, 17 FEET EAST
 CT0539'OF THE CENTER OF THE AVENUE, 2.6 FEET EAST OF THE EAST CURB, 0.6 FOOT
 CT0539'ABOVE THE LEVEL OF THE STREET, SET IN TOP OF A SQUARE CONCRETE POST
 CT0539'FLUSH WITH THE GROUND.
 CT0539
 CT0539                          STATION RECOVERY (1984)
 CT0539
 CT0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5256 ***********************************************************************
 AH5256  DESIGNATION -  CISCO ET
 AH5256  PID         -  AH5256
 AH5256  STATE/COUNTY-  TX/EASTLAND
 AH5256  USGS QUAD   -  CISCO NORTH (1987)
 AH5256
 AH5256                         *CURRENT SURVEY CONTROL
 AH5256  ___________________________________________________________________
 AH5256* NAD 83(1993)-  32 22 40.05577(N)    098 58 06.07534(W)     ADJUSTED  
 AH5256* NAVD 88     -       511.7    (meters)    1679.     (feet)  VERTCON   
 AH5256  ___________________________________________________________________
 AH5256  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AH5256  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AH5256
 AH5256  HORZ ORDER  -  THIRD
 AH5256
 AH5256.The horizontal coordinates were established by classical geodetic methods
 AH5256.and adjusted by the National Geodetic Survey in July 1998..
 AH5256
 AH5256.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5256
 AH5256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5256
 AH5256.The geoid height was determined by GEOID03.
 AH5256
 AH5256;                    North         East     Units Scale Factor Converg.
 AH5256;SPC TXNC     - 2,078,956.152   555,928.897   MT  0.99994127   -0 15 19.6
 AH5256;SPC TXNC     - 6,820,708.64  1,823,910.06   sFT  0.99994127   -0 15 19.6
 AH5256;UTM  14      - 3,582,312.918   502,976.788   MT  0.99960011   +0 01 01.0
 AH5256
 AH5256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5256!SPC TXNC     -   0.99992409  x   0.99994127  =   0.99986536
 AH5256!UTM  14      -   0.99992409  x   0.99960011  =   0.99952423
 AH5256
 AH5256                          SUPERSEDED SURVEY CONTROL
 AH5256
 AH5256  NGVD 29 (07/28/98)  511.6    (m)         1678.     (f) VERT ANG       
 AH5256
 AH5256.Superseded values are not recommended for survey control.
 AH5256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5256.See file dsdata.txt to determine how the superseded data were derived.
 AH5256
 AH5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA0297782313(NAD 83)
 AH5256_MARKER: DS = TRIANGULATION STATION DISK
 AH5256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5256_PROJECTION: FLUSH
 AH5256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5256+STABILITY: SURFACE MOTION
 AH5256
 AH5256  HISTORY     - Date     Condition        Report By
 AH5256  HISTORY     - 1965     MONUMENTED       USGS
 AH5256
 AH5256                          STATION DESCRIPTION
 AH5256
 AH5256'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5256'STATION IS LOCATED IN CISCO, EASTLAND COUNTY, TEXAS, NEAR THE SE.
 AH5256'CORNER OF TOWN.  IT IS 10 FT. W. OF THE N. SIDE OF CONCRETE STAND PIPE
 AH5256'THAT IS ABOUT 60 FT. HIGH.
 AH5256'TO REACH FROM INTERSECTION OF OLD U.S. HIGHWAY 80 AND U.S. HIGHWAY
 AH5256'183, IN CISCO, DRIVE S. ON U.S. 183 0.9 MI. TO W. 21ST ST., THENCE
 AH5256'LEFT ON W. 21ST ST. 0.3 MI. TO A GRAVEL DRIVEWAY RIGHT THAT LEADS TO
 AH5256'STAND PIPE AND STATION.
 AH5256'STATION MARK--STANDARD ALUMINUM TABLET SET IN TOP OF CONCRETE POST
 AH5256'PROJECTING 0.3 FT., STAMPED---CISCO ET 1965-1678---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1024 ***********************************************************************
 CT1024  DESIGNATION -  CISCO METHODIST CHURCH SPIRE
 CT1024  PID         -  CT1024
 CT1024  STATE/COUNTY-  TX/EASTLAND
 CT1024  USGS QUAD   -  CISCO NORTH (1987)
 CT1024
 CT1024                         *CURRENT SURVEY CONTROL
 CT1024  ___________________________________________________________________
 CT1024* NAD 83(1993)-  32 23 09.61613(N)    098 58 57.50524(W)     ADJUSTED  
 CT1024* NAVD 88     -                                                        
 CT1024  ___________________________________________________________________
 CT1024  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 CT1024  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CT1024
 CT1024  HORZ ORDER  -  THIRD
 CT1024
 CT1024.The horizontal coordinates were established by classical geodetic methods
 CT1024.and adjusted by the National Geodetic Survey in February 1996..
 CT1024
 CT1024
 CT1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1024
 CT1024.The geoid height was determined by GEOID03.
 CT1024
 CT1024;                    North         East     Units Scale Factor Converg.
 CT1024;SPC TXNC     - 2,079,872.742   554,588.800   MT  0.99993961   -0 15 47.6
 CT1024;SPC TXNC     - 6,823,715.82  1,819,513.42   sFT  0.99993961   -0 15 47.6
 CT1024;UTM  14      - 3,583,222.816   501,632.806   MT  0.99960003   +0 00 33.5
 CT1024
 CT1024                          SUPERSEDED SURVEY CONTROL
 CT1024
 CT1024  NAD 83(1986)-  32 23 09.62088(N)    098 58 57.49394(W) AD(       ) 4
 CT1024  NAD 27      -  32 23 09.15000(N)    098 58 56.25000(W) AD(       ) 3
 CT1024
 CT1024.Superseded values are not recommended for survey control.
 CT1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1024.See file dsdata.txt to determine how the superseded data were derived.
 CT1024
 CT1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA0163383223(NAD 83)
 CT1024_MARKER: 90 = CHURCH SPIRE
 CT1024
 CT1024  HISTORY     - Date     Condition        Report By
 CT1024  HISTORY     - 1908     FIRST OBSERVED   CGS
 CT1024
 CT1024                          STATION DESCRIPTION
 CT1024
 CT1024'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5257 ***********************************************************************
 AH5257  DESIGNATION -  CISCO MUN WT SEC
 AH5257  PID         -  AH5257
 AH5257  STATE/COUNTY-  TX/EASTLAND
 AH5257  USGS QUAD   -  CISCO NORTH (1987)
 AH5257
 AH5257                         *CURRENT SURVEY CONTROL
 AH5257  ___________________________________________________________________
 AH5257* NAD 83(1993)-  32 22 31.29283(N)    098 58 34.52537(W)     ADJUSTED  
 AH5257* NAVD 88     -       509.     (meters)    1670.     (feet)  SCALED    
 AH5257  ___________________________________________________________________
 AH5257  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AH5257  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AH5257
 AH5257  HORZ ORDER  -  THIRD
 AH5257
 AH5257.The horizontal coordinates were established by classical geodetic methods
 AH5257.and adjusted by the National Geodetic Survey in July 1998..
 AH5257
 AH5257.The orthometric height was scaled from a topographic map.
 AH5257
 AH5257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5257
 AH5257.The geoid height was determined by GEOID03.
 AH5257
 AH5257;                    North         East     Units Scale Factor Converg.
 AH5257;SPC TXNC     - 2,078,689.582   555,184.043   MT  0.99994177   -0 15 35.1
 AH5257;SPC TXNC     - 6,819,834.07  1,821,466.31   sFT  0.99994177   -0 15 35.1
 AH5257;UTM  14      - 3,582,042.902   502,233.464   MT  0.99960006   +0 00 45.8
 AH5257
 AH5257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5257!SPC TXNC     -   0.99992450  x   0.99994177  =   0.99986627
 AH5257!UTM  14      -   0.99992450  x   0.99960006  =   0.99952459
 AH5257
 AH5257                          SUPERSEDED SURVEY CONTROL
 AH5257
 AH5257.No superseded survey control is available for this station.
 AH5257
 AH5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA0223382043(NAD 83)
 AH5257_MARKER: 53 = ELEVATED TANK
 AH5257
 AH5257  HISTORY     - Date     Condition        Report By
 AH5257  HISTORY     - 1965     FIRST OBSERVED   USGS
 AH5257
 AH5257                          STATION DESCRIPTION
 AH5257
 AH5257'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5257'STATION IS LOCATED NEAR THE S. EDGE OF CISCO, EASTLAND COUNTY, TEXAS,
 AH5257'JUST N. OF THE N. RIGHT-OF-WAY OF NEW INTERSTATE HIGHWAY 20.  IT IS
 AH5257'ABOUT 150 FT. ABOVE GROUND TO THE HIGHEST POINT, TOP CENTER.  THE
 AH5257'HIGHEST POINT IS PROBABLY A VENT COVER, AND WAS THE OBSERVATION POINT.
 AH5257'THE RED LIGHT ON TOP IS OFF CENTER.
 AH5257'THE DOME SHAPED TOP WATER TANK IS SUPPORTED BY EIGHT CYLINDRICAL LEGS
 AH5257'120 FT. LONG, AND THE ENTIRE STRUCTURE IS PAINTED SILVER COLORED.
 AH5257'STATION MARK--HIGHEST POINT OF WATER TANK, PROBABLY A VENT COVER, WAS
 AH5257'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1025 ***********************************************************************
 CT1025  DESIGNATION -  CISCO STANDPIPE
 CT1025  PID         -  CT1025
 CT1025  STATE/COUNTY-  TX/EASTLAND
 CT1025  USGS QUAD   -  CISCO NORTH (1987)
 CT1025
 CT1025                         *CURRENT SURVEY CONTROL
 CT1025  ___________________________________________________________________
 CT1025* NAD 83(1993)-  32 23 25.20978(N)    098 58 59.64699(W)     ADJUSTED  
 CT1025* NAVD 88     -                                                        
 CT1025  ___________________________________________________________________
 CT1025  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 CT1025  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CT1025
 CT1025  HORZ ORDER  -  THIRD
 CT1025
 CT1025.The horizontal coordinates were established by classical geodetic methods
 CT1025.and adjusted by the National Geodetic Survey in February 1996..
 CT1025
 CT1025
 CT1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1025
 CT1025.The geoid height was determined by GEOID03.
 CT1025
 CT1025;                    North         East     Units Scale Factor Converg.
 CT1025;SPC TXNC     - 2,080,353.309   554,535.033   MT  0.99993874   -0 15 48.8
 CT1025;SPC TXNC     - 6,825,292.48  1,819,337.02   sFT  0.99993874   -0 15 48.8
 CT1025;UTM  14      - 3,583,702.958   501,576.773   MT  0.99960003   +0 00 32.3
 CT1025
 CT1025                          SUPERSEDED SURVEY CONTROL
 CT1025
 CT1025  NAD 83(1986)-  32 23 25.21466(N)    098 58 59.63545(W) AD(       ) 4
 CT1025  NAD 27      -  32 23 24.74500(N)    098 58 58.39300(W) AD(       ) 3
 CT1025
 CT1025.Superseded values are not recommended for survey control.
 CT1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1025.See file dsdata.txt to determine how the superseded data were derived.
 CT1025
 CT1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA0157783703(NAD 83)
 CT1025_MARKER: 52 = STANDPIPE TANK
 CT1025
 CT1025  HISTORY     - Date     Condition        Report By
 CT1025  HISTORY     - 1908     FIRST OBSERVED   CGS
 CT1025
 CT1025                          STATION DESCRIPTION
 CT1025
 CT1025'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2577 ***********************************************************************
 AX2577  DESIGNATION -  CISTERN
 AX2577  PID         -  AX2577
 AX2577  STATE/COUNTY-  TX/FAYETTE
 AX2577  USGS QUAD   -  CISTERN (1981)
 AX2577
 AX2577                         *CURRENT SURVEY CONTROL
 AX2577  ___________________________________________________________________
 AX2577* NAD 83(1993)-  29 48 58.55330(N)    097 13 08.02186(W)     ADJUSTED  
 AX2577* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 AX2577  ___________________________________________________________________
 AX2577  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AX2577  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AX2577
 AX2577  HORZ ORDER  -  THIRD
 AX2577
 AX2577.The horizontal coordinates were established by classical geodetic methods
 AX2577.and adjusted by the National Geodetic Survey in February 1996..
 AX2577
 AX2577.The orthometric height was scaled from a topographic map.
 AX2577
 AX2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2577
 AX2577.The geoid height was determined by GEOID03.
 AX2577
 AX2577;                    North         East     Units Scale Factor Converg.
 AX2577;SPC TXSC     - 4,221,074.430   772,143.745   MT  0.99989842   +0 52 21.3
 AX2577;SPC TXSC     -13,848,641.69  2,533,274.94   sFT  0.99989842   +0 52 21.3
 AX2577;SPC TX C     - 3,020,799.113 1,001,041.474   MT  1.00009373   +1 36 14.8
 AX2577;SPC TX C     - 9,910,738.42  3,284,250.24   sFT  1.00009373   +1 36 14.8
 AX2577;UTM  14      - 3,299,756.707   672,113.140   MT  0.99996550   +0 53 09.0
 AX2577
 AX2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2577!SPC TXSC     -   0.99998169  x   0.99989842  =   0.99988011
 AX2577!SPC TX C     -   0.99998169  x   1.00009373  =   1.00007541
 AX2577!UTM  14      -   0.99998169  x   0.99996550  =   0.99994719
 AX2577
 AX2577:                Primary Azimuth Mark                     Grid Az
 AX2577:SPC TXSC     -  PILOT GROVE                              219 33 28.2
 AX2577:SPC TX C     -  PILOT GROVE                              218 49 34.7
 AX2577:UTM  14      -  PILOT GROVE                              219 32 40.5
 AX2577
 AX2577|---------------------------------------------------------------------|
 AX2577| PID    Reference Object                     Distance      Geod. Az  |
 AX2577|                                                           dddmmss.s |
 AX2577| AX2588 PILOT GROVE                         APPROX.15.6 KM 2202549.5 |
 AX2577|---------------------------------------------------------------------|
 AX2577
 AX2577                          SUPERSEDED SURVEY CONTROL
 AX2577
 AX2577  NAD 83(1986)-  29 48 58.56458(N)    097 13 08.00771(W) AD(       ) 3
 AX2577  NAD 27      -  29 48 57.75257(N)    097 13 07.04758(W) AD(       ) 3
 AX2577
 AX2577.Superseded values are not recommended for survey control.
 AX2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2577.See file dsdata.txt to determine how the superseded data were derived.
 AX2577
 AX2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT7211399757(NAD 83)
 AX2577
 AX2577  HISTORY     - Date     Condition        Report By
 AX2577  HISTORY     - UNK      MONUMENTED
 AX2577  HISTORY     - 1963     GOOD             USGS
 AX2577  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX2577  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX2577
 AX2577                          STATION DESCRIPTION
 AX2577
 AX2577'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2577'RECOVERED AND REDESCRIBED AS FOLLOWS
 AX2577'
 AX2577'LOCATED IN CISTERN, 25 FT. S. OF JANECK-VINKLAREK GENERAL STORE
 AX2577'AND 100 FT. W. OF STATE HIGHWAY 95, ON S. SIDE OF ALLEY.
 AX2577'
 AX2577'STATION MARK--BRONZE USGS CAP, UNSTAMPED, SET ON 3-1/2 IN. IRON
 AX2577'PIPE PROJECTING 0.4 FT.
 AX2577
 AX2577                          STATION RECOVERY (1991)
 AX2577
 AX2577'RECOVERY NOTE BY US POWER SQUADRON 1991 (HY)
 AX2577'MARK NOT FOUND.
 AX2577
 AX2577                          STATION RECOVERY (1997)
 AX2577
 AX2577'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0891 ***********************************************************************
 EN0891  DESIGNATION -  CITA
 EN0891  PID         -  EN0891
 EN0891  STATE/COUNTY-  TX/RANDALL
 EN0891  USGS QUAD   -  FORTRESS CLIFF (1977)
 EN0891
 EN0891                         *CURRENT SURVEY CONTROL
 EN0891  ___________________________________________________________________
 EN0891* NAD 83(1993)-  34 55 08.87577(N)    101 39 09.99097(W)     ADJUSTED  
 EN0891* NAVD 88     -      1064.     (meters)    3491.     (feet)  SCALED    
 EN0891  ___________________________________________________________________
 EN0891  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 EN0891  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EN0891
 EN0891  HORZ ORDER  -  THIRD
 EN0891
 EN0891.The horizontal coordinates were established by classical geodetic methods
 EN0891.and adjusted by the National Geodetic Survey in February 1996..
 EN0891
 EN0891.The orthometric height was scaled from a topographic map.
 EN0891
 EN0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0891
 EN0891.The geoid height was determined by GEOID03.
 EN0891
 EN0891;                    North         East     Units Scale Factor Converg.
 EN0891;SPC TX N     - 1,101,976.911   186,040.442   MT  0.99994852   -0 05 18.7
 EN0891;SPC TX N     - 3,615,402.58    610,367.68   sFT  0.99994852   -0 05 18.7
 EN0891;UTM  14      - 3,867,287.870   257,661.866   MT  1.00032387   -1 31 09.3
 EN0891
 EN0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0891!SPC TX N     -   0.99983707  x   0.99994852  =   0.99978560
 EN0891!UTM  14      -   0.99983707  x   1.00032387  =   1.00016089
 EN0891
 EN0891|---------------------------------------------------------------------|
 EN0891| PID    Reference Object                     Distance      Geod. Az  |
 EN0891|                                                           dddmmss.s |
 EN0891| CJ6900 CITA RM 1                            15.437 METERS 07258     |
 EN0891| EN0889 WAYSIDE ATT MICRO RELAY MST         APPROX.13.4 KM 1424137.7 |
 EN0891| CJ6901 CITA RM 2                            16.480 METERS 18343     |
 EN0891| CJ6899 CITA AZ MK                                         1964937.9 |
 EN0891|---------------------------------------------------------------------|
 EN0891
 EN0891                          SUPERSEDED SURVEY CONTROL
 EN0891
 EN0891  NAD 83(1993)-  34 55 08.88112(N)    101 39 09.98440(W) AD(       ) 3
 EN0891  NAD 83(1986)-  34 55 08.88255(N)    101 39 09.98357(W) AD(       ) 3
 EN0891  NAD 27      -  34 55 08.68441(N)    101 39 08.33500(W) AD(       ) 3
 EN0891
 EN0891.Superseded values are not recommended for survey control.
 EN0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0891.See file dsdata.txt to determine how the superseded data were derived.
 EN0891
 EN0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5766267288(NAD 83)
 EN0891_MARKER: DS = TRIANGULATION STATION DISK
 EN0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0891
 EN0891  HISTORY     - Date     Condition        Report By
 EN0891  HISTORY     - 1964     MONUMENTED       CGS
 EN0891
 EN0891                          STATION DESCRIPTION
 EN0891
 EN0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JC)
 EN0891'THE STATION IS LOCATED ABOUT 21 MILES SOUTHWEST OF CLAUDE, 16 MILES
 EN0891'EAST SOUTHEAST OF CANYON, IN THE PALO DURO STATE PARK, ON A FLAT,
 EN0891'BRUSH COVERED MESA THAT SLOPES GENTLY TO THE CANYONS TO THE EAST.
 EN0891'
 EN0891'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND STATE
 EN0891'HIGHWAY 217 IN CANYON, GO EAST ON STATE HIGHWAY 217 FOR 8.3 MILES TO
 EN0891'A GRAVEL CROSS ROAD, TURN RIGHT AND GO SOUTH FOR 4.0 MILES TO A
 EN0891'SIDE ROAD LEFT AT ROY REYNOLDS MAIL BOX.  TURN LEFT AND GO EAST FOR
 EN0891'2.25 MILES TO A CATTLE GUARD AND A FORK.  CROSS THE CATTLE GUARD
 EN0891'AND TAKE THE LEFT FORK, PASSING ON THE NORTH SIDE OF A LARGE METAL
 EN0891'BUILDING FOR 0.25 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 EN0891'EASTERLY FOR 0.15 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.35
 EN0891'MILE TO ANOTHER FORK, TAKE THE LEFT FORK AND GO 1.95 MILES TO
 EN0891'A FORK, TAKE THE LEFT FORK AND GO 0.75 MILE TO A GATE.  PASS
 EN0891'THROUGH THE GATE AND CONTINUE 1.65 MILES TO A FORK, TAKE THE
 EN0891'RIGHT FORK, LEAVING THE MAIN ROAD, AND GO 0.35 MILE TO A DIM FORK.
 EN0891'TAKE THE RIGHT FORK AND GO 0.05 MILE TO A VERY DIM TRACK ROAD ON
 EN0891'THE RIGHT.  TURN RIGHT, SOUTH, AND FOLLOW THE DIM TRACK ROAD
 EN0891'FOR 0.15 MILE TO THE STATION.  TO REACH THE AZIMUTH MARK CONTINUE
 EN0891'SOUTH THROUGH THE BRUSH FOR 0.2 MILE TO THE RIM OF A CANYON, THENCE
 EN0891'WEST AND EAST AROUND THE HEAD OF THE CANYON FOR 0.4 MILE TO A
 EN0891'POINT ON THE OPPOSITE RIM AND THE MARK.
 EN0891'
 EN0891'THE STATION MARK IS A STANDARD DISK, STAMPED CITA 1964, CEMENTED IN
 EN0891'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 EN0891'ABOVE THE GROUND.  IT IS 3.7 FEET SOUTHEAST OF A WITNESS POST.
 EN0891'
 EN0891'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CITA NO 1 1964, CEMENTED
 EN0891'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 EN0891'INCHES ABOVE THE GROUND.  IT IS 51.6 FEET EAST NORTHEAST OF THE
 EN0891'WITNESS POST, AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0891'
 EN0891'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CITA NO 2 1964, CEMENTED
 EN0891'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 EN0891'INCHES ABOVE THE GROUND.  IT IS 57.1 FEET SOUTH OF THE WITNESS POST
 EN0891'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0891'
 EN0891'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CITA 1964, CEMENTED IN
 EN0891'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 EN0891'ABOVE THE GROUND.  IT IS 150 FEET SOUTH SOUTHEAST OF THE SOUTH RIM
 EN0891'OF THE CANYON AND 2.0 FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0955 ***********************************************************************
 EN0955  DESIGNATION -  CITA
 EN0955  PID         -  EN0955
 EN0955  STATE/COUNTY-  TX/RANDALL
 EN0955  USGS QUAD   -  WESLEY POINT (1984)
 EN0955
 EN0955                         *CURRENT SURVEY CONTROL
 EN0955  ___________________________________________________________________
 EN0955* NAD 83(1993)-  34 51 49.51659(N)    101 38 17.00313(W)     ADJUSTED  
 EN0955* NAVD 88     -      1052.3    (meters)    3452.     (feet)  VERTCON   
 EN0955  ___________________________________________________________________
 EN0955  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 EN0955  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 EN0955
 EN0955  HORZ ORDER  -  THIRD
 EN0955
 EN0955.The horizontal coordinates were established by classical geodetic methods
 EN0955.and adjusted by the National Geodetic Survey in February 1996..
 EN0955
 EN0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0955
 EN0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0955
 EN0955.The geoid height was determined by GEOID03.
 EN0955
 EN0955;                    North         East     Units Scale Factor Converg.
 EN0955;SPC TX N     - 1,095,831.722   187,376.770   MT  0.99995733   -0 04 48.0
 EN0955;SPC TX N     - 3,595,241.24    614,751.95   sFT  0.99995733   -0 04 48.0
 EN0955;UTM  14      - 3,861,108.982   258,844.888   MT  1.00031683   -1 30 31.4
 EN0955
 EN0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0955!SPC TX N     -   0.99983899  x   0.99995733  =   0.99979633
 EN0955!UTM  14      -   0.99983899  x   1.00031683  =   1.00015577
 EN0955
 EN0955                          SUPERSEDED SURVEY CONTROL
 EN0955
 EN0955  NAD 83(1993)-  34 51 49.52249(N)    101 38 16.99688(W) AD(       ) 3
 EN0955  NAD 83(1986)-  34 51 49.52327(N)    101 38 16.99590(W) AD(       ) 3
 EN0955  NGVD 29 (01/19/93) 1051.8    (m)         3451.     (f) VERT ANG       
 EN0955
 EN0955.Superseded values are not recommended for survey control.
 EN0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0955.See file dsdata.txt to determine how the superseded data were derived.
 EN0955
 EN0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5884561109(NAD 83)
 EN0955_MARKER: DD = SURVEY DISK
 EN0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0955+STABILITY: SURFACE MOTION
 EN0955
 EN0955  HISTORY     - Date     Condition        Report By
 EN0955  HISTORY     - 1954     MONUMENTED       USGS
 EN0955
 EN0955                          STATION DESCRIPTION
 EN0955
 EN0955'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0955'STATION IS LOCATED ABOUT 6.0 MI. W. AND 4.0 MI. N. OF WAYSIDE, 0.5 MI.
 EN0955'S. OF CITA CANYON ON THE S. RIM OF PALO DURO CANYON.
 EN0955'
 EN0955'TO REACH FROM THE WAYSIDE POST OFFICE, GO S. ABOUT 300 FT. TO FARM
 EN0955'ROAD 285, TURN RIGHT (W.) AND FOLLOW 285 FOR 5.8 MI. TO CROSSROADS,
 EN0955'TURN RIGHT (N.) AND GO 2.3 MI. TO RANCH HOUSE, TURN LEFT (SW.) AND
 EN0955'FOLLOW TRACK RD. FOR 0.5 MI. TO Y-FORK, TAKE RIGHT FORK W. AND GO
 EN0955'0.8 MI. TO Y-FORK, TAKE RIGHT FORK N. AND GO 0.2 MI. TO WIRE GATE,
 EN0955'GO THROUGH GATE AND DRIVE ACROSS COUNTRY TO NE. FOR 0.6 MI. TO NARROW
 EN0955'NECK OF LAND, TURN LEFT TO NNE. AND FOLLOW COW TRAIL FOR 0.7 MI. TO
 EN0955'STATION SITE.  STATION IS ABOUT 200 FT. E. OF TRAIL AT THIS POINT.
 EN0955'
 EN0955'STATION MARK--A STANDARD TABLET STAMPED---CITA 1954---, CEMENTED IN
 EN0955'TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 EN0955'
 EN0955'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1257 ***********************************************************************
 AJ1257  DESIGNATION -  CITAS
 AJ1257  PID         -  AJ1257
 AJ1257  STATE/COUNTY-  TX/BROOKS
 AJ1257  USGS QUAD   -  PREMONT WEST (1963)
 AJ1257
 AJ1257                         *CURRENT SURVEY CONTROL
 AJ1257  ___________________________________________________________________
 AJ1257* NAD 83(1993)-  27 15 24.18673(N)    098 14 22.45519(W)     ADJUSTED  
 AJ1257* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 AJ1257  ___________________________________________________________________
 AJ1257  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AJ1257  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AJ1257
 AJ1257  HORZ ORDER  -  FIRST
 AJ1257
 AJ1257.The horizontal coordinates were established by classical geodetic methods
 AJ1257.and adjusted by the National Geodetic Survey in February 1996..
 AJ1257
 AJ1257.The orthometric height was scaled from a topographic map.
 AJ1257
 AJ1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1257
 AJ1257.The geoid height was determined by GEOID03.
 AJ1257
 AJ1257;                    North         East     Units Scale Factor Converg.
 AJ1257;SPC TX S     - 5,176,191.462   325,787.430   MT  0.99990470   +0 07 05.7
 AJ1257;SPC TX S     -16,982,221.49  1,068,854.26   sFT  0.99990470   +0 07 05.7
 AJ1257;UTM  14      - 3,015,098.482   575,275.329   MT  0.99966995   +0 20 53.8
 AJ1257
 AJ1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1257!SPC TX S     -   0.99999476  x   0.99990470  =   0.99989946
 AJ1257!UTM  14      -   0.99999476  x   0.99966995  =   0.99966472
 AJ1257
 AJ1257:                Primary Azimuth Mark                     Grid Az
 AJ1257:SPC TX S     -  CITAS AZ MK                              007 36 24.2
 AJ1257:UTM  14      -  CITAS AZ MK                              007 22 36.1
 AJ1257
 AJ1257|---------------------------------------------------------------------|
 AJ1257| PID    Reference Object                     Distance      Geod. Az  |
 AJ1257|                                                           dddmmss.s |
 AJ1257| CV3047 CITAS AZ MK                                        0074329.9 |
 AJ1257| CV3048 CITAS RM 1                           21.900 METERS 06711     |
 AJ1257| CV3049 CITAS RM 2                           23.728 METERS 32849     |
 AJ1257|---------------------------------------------------------------------|
 AJ1257
 AJ1257                          SUPERSEDED SURVEY CONTROL
 AJ1257
 AJ1257  NAD 83(1986)-  27 15 24.19397(N)    098 14 22.42913(W) AD(       ) 1
 AJ1257  NAD 27      -  27 15 23.04730(N)    098 14 21.40420(W) AD(       ) 1
 AJ1257
 AJ1257.Superseded values are not recommended for survey control.
 AJ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1257.See file dsdata.txt to determine how the superseded data were derived.
 AJ1257
 AJ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7527515098(NAD 83)
 AJ1257_MARKER: DS = TRIANGULATION STATION DISK
 AJ1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1257
 AJ1257  HISTORY     - Date     Condition        Report By
 AJ1257  HISTORY     - 1961     MONUMENTED       CGS
 AJ1257
 AJ1257                          STATION DESCRIPTION
 AJ1257
 AJ1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1257'THE STATION IS APPROXIMATELY 6.0 MILES NORTHWEST OF FALFURRIAS,
 AJ1257'0.4 MILE SOUTH OF STATE HIGHWAY 285, ALONG THE EAST SIDE
 AJ1257'OF A SAND AND CLICHE ROAD, JUST SOUTH OF A POWER LINE AND
 AJ1257'ON PROPERTY OWNED BY MR. LAWRENCE MILLER JR.
 AJ1257'
 AJ1257'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1257'AND STATE HIGHWAY 285 IN FALFURRIAS, GO WESTERLY ON HIGHWAY
 AJ1257'285 FOR 6.7 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 AJ1257'WEST ON HIGHWAY 285 FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT
 AJ1257'AND A LOCKED GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE
 AJ1257'AND GO SOUTH ON A SAND ROAD 0.4 MILE TO A POWER LINE CROSSING
 AJ1257'AND THE STATION ON THE LEFT BETWEEN TWO MESQUITE TREES.
 AJ1257'
 AJ1257'STATION MARKS ARE STANDARD DISKS STAMPED CITAS 1960.  THE
 AJ1257'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1257'1 INCH.  IT IS 59 FEET EAST OF THE CENTER OF THE SAND ROAD,
 AJ1257'40 FEET SOUTH OF A MESQUITE TREE, 27 FEET NORTH OF A MESQUITE
 AJ1257'TREE AND 1.7 FEET SOUTH OF A METAL WITNESS POST.  THE
 AJ1257'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 AJ1257'INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1257'
 AJ1257'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CITAS NO 1 1960,
 AJ1257'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AJ1257'IT IS 76 FEET EAST OF THE NORTH ONE OF TWO MESQUITE TREES
 AJ1257'AND 17 FEET SOUTH OF THE POWER LINE.
 AJ1257'
 AJ1257'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CITAS NO 2 1960,
 AJ1257'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AJ1257'IT IS 47 FEET EAST OF THE CENTER OF THE SAND ROAD, 37 FEET
 AJ1257'NORTHWEST OF THE NORTH MESQUITE TREE AND 13 FEET SOUTH OF THE
 AJ1257'POWER LINE.
 AJ1257'
 AJ1257'AZIMUTH MARK IS A STANDARD DISK STAMPED CITAS 1960, SET IN
 AJ1257'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 49
 AJ1257'FEET SOUTH OF THE CENTER LINE OF HIGHWAY 285, 3 FEET WEST OF
 AJ1257'A METAL WITNESS POST AND .5 FEET NORTH OF A FENCE.
 AJ1257'
 AJ1257'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1257'
 AJ1257'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1918 ***********************************************************************
 AN1918  DESIGNATION -  CITY
 AN1918  PID         -  AN1918
 AN1918  STATE/COUNTY-  TX/BEE
 AN1918  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1918
 AN1918                         *CURRENT SURVEY CONTROL
 AN1918  ___________________________________________________________________
 AN1918* NAD 83(1993)-  28 24 24.65758(N)    097 44 07.35688(W)     ADJUSTED  
 AN1918* NAVD 88     -        73.073  (meters)     239.74   (feet)  ADJUSTED  
 AN1918  ___________________________________________________________________
 AN1918  X           -    -755,694.176 (meters)                     COMP
 AN1918  Y           -  -5,563,361.799 (meters)                     COMP
 AN1918  Z           -   3,016,262.228 (meters)                     COMP
 AN1918  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AN1918  ELLIP HEIGHT-          46.16  (meters)          (10/24/00) GPS OBS
 AN1918  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN1918  DYNAMIC HT  -          72.964 (meters)     239.38  (feet)  COMP
 AN1918  MODELED GRAV-     979,152.8   (mgal)                       NAVD 88
 AN1918
 AN1918  HORZ ORDER  -  FIRST
 AN1918  VERT ORDER  -  FIRST     CLASS II
 AN1918  ELLP ORDER  -  FOURTH    CLASS II
 AN1918
 AN1918.The horizontal coordinates were established by GPS observations
 AN1918.and adjusted by the National Geodetic Survey in February 1996..
 AN1918
 AN1918.The orthometric height was determined by differential leveling
 AN1918.and adjusted by the National Geodetic Survey in June 1991..
 AN1918
 AN1918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN1918
 AN1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN1918
 AN1918.The ellipsoidal height was determined by GPS observations
 AN1918.and is referenced to NAD 83.
 AN1918
 AN1918.The geoid height was determined by GEOID03.
 AN1918
 AN1918.The dynamic height is computed by dividing the NAVD 88
 AN1918.geopotential number by the normal gravity value computed on the
 AN1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1918.degrees latitude (g = 980.6199 gals.).
 AN1918
 AN1918.The modeled gravity was interpolated from observed gravity values.
 AN1918
 AN1918;                    North         East     Units Scale Factor Converg.
 AN1918;SPC TXSC     - 4,064,233.548   723,917.124   MT  0.99999333   +0 37 10.4
 AN1918;SPC TXSC     -13,334,072.90  2,375,051.43   sFT  0.99999333   +0 37 10.4
 AN1918;UTM  14      - 3,142,922.926   623,876.343   MT  0.99978939   +0 36 06.1
 AN1918
 AN1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN1918!SPC TXSC     -   0.99999275  x   0.99999333  =   0.99998608
 AN1918!UTM  14      -   0.99999275  x   0.99978939  =   0.99978214
 AN1918
 AN1918|---------------------------------------------------------------------|
 AN1918| PID    Reference Object                     Distance      Geod. Az  |
 AN1918|                                                           dddmmss.s |
 AN1918| AN1919 CITY RM 1                            23.391 METERS 06206     |
 AN1918| CV4566 CITY AZ MK                                         0642658.1 |
 AN1918| CV4567 CITY RM 2                            23.289 METERS 15520     |
 AN1918| AN2143 BEEVILLE RADIO STA KIBL MAST        APPROX. 2.4 KM 1643211.7 |
 AN1918| AN2142 BEEVILLE BEE CO CTHSE DOME          APPROX. 1.4 KM 2443502.1 |
 AN1918| AN2168 BEEVILLE MUNICIPAL TANK             APPROX. 2.2 KM 2853553.3 |
 AN1918|---------------------------------------------------------------------|
 AN1918
 AN1918                          SUPERSEDED SURVEY CONTROL
 AN1918
 AN1918  ELLIP H (10/23/00)   46.12   (m)                       GP(       ) 4 2
 AN1918  ELLIP H (02/20/96)   46.29   (m)                       GP(       ) 3 2
 AN1918  NAD 83(1993)-  28 24 24.65901(N)    097 44 07.35741(W) AD(       ) 1
 AN1918  ELLIP H (02/16/96)   46.13   (m)                       GP(       ) 5 1
 AN1918  NAD 83(1993)-  28 24 24.65739(N)    097 44 07.35718(W) AD(       ) 1
 AN1918  ELLIP H (10/20/95)   46.26   (m)                       GP(       ) 1 1
 AN1918  NAD 83(1986)-  28 24 24.66581(N)    097 44 07.34058(W) AD(       ) 3
 AN1918  NAD 27      -  28 24 23.71369(N)    097 44 06.33901(W) AD(       ) 3
 AN1918  NAVD 88 (10/20/95)   73.07   (m)          239.7    (f) LEVELING    3  
 AN1918  NGVD 29 (12/08/88)   73.07   (m)          239.7    (f) LEVELING    3  
 AN1918
 AN1918.Superseded values are not recommended for survey control.
 AN1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1918.See file dsdata.txt to determine how the superseded data were derived.
 AN1918
 AN1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2387642923(NAD 83)
 AN1918_MARKER: DS = TRIANGULATION STATION DISK
 AN1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1918_SP_SET: CONCRETE POST
 AN1918_STAMPING: CITY 1952
 AN1918_MARK LOGO: CGS   
 AN1918_PROJECTION: FLUSH
 AN1918_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1918+STABILITY: SURFACE MOTION
 AN1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1918+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 AN1918
 AN1918  HISTORY     - Date     Condition        Report By
 AN1918  HISTORY     - 1952     MONUMENTED       CGS
 AN1918  HISTORY     - 1981     GOOD             NGS
 AN1918  HISTORY     - 19880518 GOOD
 AN1918  HISTORY     - 19950602 GOOD             NGS
 AN1918  HISTORY     - 19950628 GOOD             NGS
 AN1918  HISTORY     - 19960727 GOOD             USPSQD
 AN1918  HISTORY     - 20040830 GOOD             INDIV
 AN1918
 AN1918                          STATION DESCRIPTION
 AN1918
 AN1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN1918'THE STATION IS LOCATED ABOUT 0.1 MILE NORTHEAST OF A CAUTION
 AN1918'LIGHT, 36 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 AN1918'59, 10 FEET NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY,
 AN1918'AND AT THE NORTHEAST EDGE OF BEEVILLE.
 AN1918'
 AN1918'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AN1918'59 AND 181 IN BEEVILLE.  GO NORTHEAST ON U.S. HIGHWAY 59 FOR
 AN1918'0.8 MILE TO THE STATION ON THE LEFT, NORTHWEST, SIDE OF
 AN1918'THE HIGHWAY.  TO REACH THE AZIMUTH MARK FROM THE STATION.
 AN1918'CONTINUE NORTHEAST ON U.S. HIGHWAY 59 FOR 0.4 MILE TO THE
 AN1918'MARK ON THE RIGHT, SOUTHEAST, SIDE OF THE ROAD.
 AN1918'
 AN1918'THE STATION MARK, STAMPED CITY 1952, IS A STANDARD DISK SET
 AN1918'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AN1918'
 AN1918'REFERENCE MARK NO. 1, STAMPED CITY NO 1 1952, IS A STANDARD
 AN1918'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AN1918'IT IS 37 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 59.
 AN1918'
 AN1918'REFERENCE MARK NO. 2, STAMPED CITY NO 2 1952, IS A STANDARD
 AN1918'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES.
 AN1918'IT IS 38 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 AN1918'59 AND 2 FEET NORTHWEST OF A FENCE LINE.
 AN1918'
 AN1918'THE AZIMUTH MARK, STAMPED CITY 1952, IS A STANDARD DISK
 AN1918'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
 AN1918'IT IS 54 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 AN1918'59, 8 FEET NORTHEAST OF A WOODEN GATE, 4 FEET WEST OF A
 AN1918'WITNESS POST, AND 1 FOOT NORTHWEST OF A FENCE LINE.
 AN1918'
 AN1918'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AN1918
 AN1918                          STATION RECOVERY (1981)
 AN1918
 AN1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1918'1.4 KM (0.9 MI) NE FROM BEEVILLE.
 AN1918'1.4 KM (0.9 MI) NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE COURTHOUSE IN
 AN1918'BEEVILLE, AT THE JUNCTION OF SOUTH HALL STREET, 11.5 METERS (38.0 FT)
 AN1918'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 25.6 METERS
 AN1918'(84.0 FT) EAST-NORTHEAST OF THE CENTER OF THE STREET, 26.8 METERS
 AN1918'(88.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE VALERO
 AN1918'TRANSMISSION COMPANY AT 1301 HOUSTON STREET, 23.4 METERS (76.7 FT)
 AN1918'SOUTHWEST OF CITY RM 1, 23.3 METERS (76.4 FT) NORTHWEST OF CITY RM 2.
 AN1918'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
 AN1918
 AN1918                          STATION RECOVERY (1988)
 AN1918
 AN1918'RECOVERED 1988
 AN1918'RECOVERED IN GOOD CONDITION.
 AN1918
 AN1918                          STATION RECOVERY (1995)
 AN1918
 AN1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AN1918'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AN1918'DESCRIBED BY R.D.B.
 AN1918
 AN1918                          STATION RECOVERY (1995)
 AN1918
 AN1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AN1918'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF BEEVILLE, ALONG THE
 AN1918'NORTHWEST EDGE OF U.S.  HIGHWAY 59.  TO REACH THE STATION FROM THE
 AN1918'COURTHOUSE IN BEEVILLE, GO NORTHEAST FOR 1.4 KM (0.85 MI) ON THE
 AN1918'HIGHWAY TO THE INTERSECTION OF HALL STREET AND THE STATION ON THE
 AN1918'LEFT.  THE STATION IS 26.8 M (87.9 FT) SOUTH-SOUTHEAST OF THE
 AN1918'SOUTHEAST CORNER OF A BRICK BUILDING, 25.6 M (84.0 FT) EAST-NORTHEAST
 AN1918'OF THE CENTER OF THE STREET, 23.4 M (76.8 FT) SOUTHWEST OF CITY
 AN1918'REFERENCE MARK 1, 23.3 M (76.4 FT) NORTHWEST OF CITY REFERENCE MARK 2,
 AN1918'11.5 M (37.7 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AN1918'0.15 M (0.49 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 AN1918'FLUSH WITH THE GROUND SURFACE.
 AN1918
 AN1918                          STATION RECOVERY (1996)
 AN1918
 AN1918'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1918'RECOVERED IN GOOD CONDITION.
 AN1918
 AN1918                          STATION RECOVERY (2004)
 AN1918
 AN1918'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 AN1918'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1206 ***********************************************************************
 AJ1206  SACS        -  This is a Secondary Airport Control Station.
 AJ1206  DESIGNATION -  CITY
 AJ1206  PID         -  AJ1206
 AJ1206  STATE/COUNTY-  TX/JIM WELLS
 AJ1206  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1206
 AJ1206                         *CURRENT SURVEY CONTROL
 AJ1206  ___________________________________________________________________
 AJ1206* NAD 83(1993)-  27 44 23.41260(N)    098 01 54.65205(W)     ADJUSTED  
 AJ1206* NAVD 88     -        53.04   (meters)     174.0    (feet)  GPS OBS   
 AJ1206  ___________________________________________________________________
 AJ1206  X           -    -789,328.985 (meters)                     COMP
 AJ1206  Y           -  -5,593,804.922 (meters)                     COMP
 AJ1206  Z           -   2,951,031.052 (meters)                     COMP
 AJ1206  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AJ1206  ELLIP HEIGHT-          26.47  (meters)          (07/24/01) GPS OBS
 AJ1206  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AJ1206
 AJ1206  HORZ ORDER  -  FIRST
 AJ1206  ELLP ORDER  -  FIFTH     CLASS I
 AJ1206
 AJ1206.This mark is at Alice Intl (ALI) Airport (ALI)
 AJ1206
 AJ1206.The horizontal coordinates were established by GPS observations
 AJ1206.and adjusted by the National Geodetic Survey in May 1997..
 AJ1206
 AJ1206.The orthometric height was determined by GPS observations and a
 AJ1206.high-resolution geoid model.
 AJ1206
 AJ1206.GPS derived orthometric heights for airport stations designated as
 AJ1206.PACS or SACS are published to 2 decimal places.  This maintains
 AJ1206.centimeter relative accuracy between the PACS and SACS.  It does
 AJ1206.not indicate centimeter accuracy relative to other marks which are
 AJ1206.part of the NAVD 88 network.
 AJ1206
 AJ1206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1206
 AJ1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1206
 AJ1206.The ellipsoidal height was determined by GPS observations
 AJ1206.and is referenced to NAD 83.
 AJ1206
 AJ1206.The geoid height was determined by GEOID03.
 AJ1206
 AJ1206;                    North         East     Units Scale Factor Converg.
 AJ1206;SPC TX S     - 5,229,782.022   346,157.309   MT  0.99997767   +0 12 45.2
 AJ1206;SPC TX S     -17,158,043.18  1,135,684.44   sFT  0.99997767   +0 12 45.2
 AJ1206;UTM  14      - 3,068,758.578   595,421.401   MT  0.99971239   +0 27 02.4
 AJ1206
 AJ1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1206!SPC TX S     -   0.99999584  x   0.99997767  =   0.99997351
 AJ1206!UTM  14      -   0.99999584  x   0.99971239  =   0.99970823
 AJ1206
 AJ1206|---------------------------------------------------------------------|
 AJ1206| PID    Reference Object                     Distance      Geod. Az  |
 AJ1206|                                                           dddmmss.s |
 AJ1206| CV3050 CITY RM 1                            32.826 METERS 07918     |
 AJ1206| AJ1202 CITY AZ MK                          APPROX. 1.1 KM 0893403.0 |
 AJ1206| AJ1201 AIRPORT BCN J WELLS MUN APT          26.368 METERS 20730     |
 AJ1206| CV3051 CITY RM 2                            24.162 METERS 31606     |
 AJ1206| AB3195 ALI A                               498.892 METERS 3334533.2 |
 AJ1206|---------------------------------------------------------------------|
 AJ1206
 AJ1206                          SUPERSEDED SURVEY CONTROL
 AJ1206
 AJ1206  ELLIP H (05/16/97)   26.59   (m)                       GP(       ) 5 1
 AJ1206  NAD 83(1993)-  27 44 23.41228(N)    098 01 54.65136(W) AD(       ) 2
 AJ1206  NAD 83(1986)-  27 44 23.41925(N)    098 01 54.62954(W) AD(       ) 2
 AJ1206  NAD 27      -  27 44 22.32160(N)    098 01 53.62270(W) AD(       ) 2
 AJ1206
 AJ1206.Superseded values are not recommended for survey control.
 AJ1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1206.See file dsdata.txt to determine how the superseded data were derived.
 AJ1206
 AJ1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9542168759(NAD 83)
 AJ1206_MARKER: DS = TRIANGULATION STATION DISK
 AJ1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1206_STAMPING: CITY 1961
 AJ1206_MARK LOGO: CGS   
 AJ1206_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1206+STABILITY: SURFACE MOTION
 AJ1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1206+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 AJ1206
 AJ1206  HISTORY     - Date     Condition        Report By
 AJ1206  HISTORY     - 1961     MONUMENTED       CGS
 AJ1206  HISTORY     - 1990     GOOD             USPSQD
 AJ1206  HISTORY     - 19950404 GOOD             NGS
 AJ1206  HISTORY     - 20010319 GOOD             FRONT
 AJ1206
 AJ1206                          STATION DESCRIPTION
 AJ1206
 AJ1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1206'THE STATION IS ON THE CITY-COUNTY AIRPORT, ABOUT 3-1/2 MILES
 AJ1206'EAST OF ALICE, IN A CULTIVATED AREA WHICH IS WEST OF THE HUB
 AJ1206'AREO SERVICE HANGER.
 AJ1206'
 AJ1206'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1206'AND STATE HIGHWAY 44 AT THE SOUTHWEST EDGE OF ALICE, GO SOUTHERLY
 AJ1206'ON U.S. HIGHWAY 281 FOR 1.2 MILES TO FARM ROAD 1352 ON THE LEFT.
 AJ1206'TURN LEFT, GO EASTERLY ON FARM ROAD 1352 FOR 0.5 MILE TO THE
 AJ1206'JUNCTIN OF ROUTE 665.  CONTINUE EASTERLY ON ROUTE 665 FOR 2.4
 AJ1206'MILES TO FARM ROAD 1931 ON THE LEFT.  TURN LEFT, GO NORTHERLY
 AJ1206'ON FARM ROAD 1931 FOR 0.7 MILE TO A T-ROAD JUNCTION.  TURN
 AJ1206'RIGHT, GO 0.1 MILE TO THE STATION ON THE LEFT.
 AJ1206'
 AJ1206'STATION MARKS ARE STANDARD DISKS STAMPED CITY 1961.  THE SURFACE
 AJ1206'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 AJ1206'OF THE GROUND.  IT IS 207 FEET WEST OF THE NORTHWEST CORNER
 AJ1206'OF THE CAA BUILDING, 86 FEET NORTH OF THE CENTER OF THE AIRPORT
 AJ1206'BEACON, 46 FEET NORTH OF THE CENTER OF SURFACED ROAD, 46 FEET
 AJ1206'NORTHWEST OF A GATE ENTRANCE, AND 40 FEET NORTHWEST OF THE
 AJ1206'CENTER OF A DIRT ROAD WHICH LEADS NORTH TO A HANGER.  THE
 AJ1206'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 AJ1206'INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1206'
 AJ1206'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CITY NO 1 1961,
 AJ1206'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 AJ1206'111 FEET WEST OF THE NORTHWEST CORNER OF THE CAA BUILDING, 101
 AJ1206'FEET SOUTH OF THE NORTHWEST LEG OF A WATER TANK, 58 FEET NORTHWEST
 AJ1206'OF THE SURFACED ROAD, AND 1.8 FEET SOUTHWEST OF A METAL WITNESS
 AJ1206'POST.
 AJ1206'
 AJ1206'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CITY NO 2 1961,
 AJ1206'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 AJ1206'GROUND.  IT IS 106 FEET WEST OF THE CENTER OF THE DIRT ROAD
 AJ1206'WHICH LEADS NORTH TO A HANGER, 71 FEET NORTH OF THE ROAD
 AJ1206'RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A POLE.
 AJ1206'
 AJ1206'AZIMUTH MARK, A STANDARD DISK STAMPED CITY 1961, IS SET IN A
 AJ1206'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 85 FEET
 AJ1206'EAST OF AN ANTENNA POLE, 70 FEET NORTHEAST OF THE NORTHWEST
 AJ1206'CORNER OF THE VOR BUILDING, 68 FEET NORTH OF THE SOUTHEAST
 AJ1206'CORNER OF THE VOR BUILDING, AND 38 FEET NORTHEAST OF THE
 AJ1206'NORTHEAST CORNER OF THE VOR BUILDING.
 AJ1206'
 AJ1206'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON THE
 AJ1206'SURFACED ROAD FOR 0.05 MILE TO A GATE JUST NORTH OF THE AIRPORT
 AJ1206'OFFICE.  PASS THROUGH THE GATE AND FOLLOW THE TAXIWAY EASTERLY,
 AJ1206'KEEPING TO THE RIGHT OF THE WIND-SOCK, FOR 0.2 MILE TO THE
 AJ1206'RUNWAY.  CROSS THE RUNWAY AND FOLLOW THE TAXIWAY, EASTERLY, FOR
 AJ1206'0.45 MILE TO A NARROW GRAVELED ROAD ON THE RIGHT.  TURN RIGHT
 AJ1206'AND FOLLOW THE ROAD, SOUTHERLY, FOR 0.3 MILE TO VOR AND THE
 AJ1206'AZIMUTH MARK.
 AJ1206'
 AJ1206'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1206'
 AJ1206'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AJ1206
 AJ1206                          STATION RECOVERY (1990)
 AJ1206
 AJ1206'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1206'RECOVERED IN GOOD CONDITION.
 AJ1206
 AJ1206                          STATION RECOVERY (1995)
 AJ1206
 AJ1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AJ1206'THE STATION IS LOCATED ABOUT 26.0 MI (41.8 KM) WEST OF ROBSTOWN, 6.5
 AJ1206'MI (10.5 KM) NORTH OF BEN BOLT, 3.0 MI (4.8 KM) EAST OF ALICE AND AT
 AJ1206'THE ALICE INTERNATIONAL AIRPORT.  OWNERSHIP--CITY OF ALICE AND COUNTY
 AJ1206'OF JIM WELLS, MANAGER IS BILL MCCUMBER, PO DRAWER 3226, ALICE TX.
 AJ1206'78333.  PHONE (512) 668-7210.  TO REACH THE STATION FROM THE JUNCTION
 AJ1206'OF STATE HIGHWAY 44 AND COUNTY ROAD 1931 (ABOUT 1.5 MI (2.4 KM)
 AJ1206'NORTHEAST OF ALICE) , GO SOUTH ON COUNTY ROAD 1931 FOR 1.6 MI (2.6 KM)
 AJ1206'TO A ROAD LEFT, TURN LEFT AND GO EAST ON COUNTY ROAD 344 FOR 0.65 MI
 AJ1206'(1.05 KM) TO THE AIRPORT BEACON TOWER ON THE RIGHT AND THE STATION ON
 AJ1206'THE LEFT.  THE STATION IS 80.2 FT (24.4 M) NORTHEAST OF THE NORTHEAST
 AJ1206'LEG OF THE BEACON TOWER, 47.5 FT (14.5 M) NORTH OF THE PAVED ROAD
 AJ1206'CENTER, 43.0 FT (13.1 M) WEST OF THE APPROXIMATE CENTER OF A OLD ROAD
 AJ1206'BED LEADING TO THE NORTH, 16.5 FT (5.0 M) NORTH OF A FIRE HYDRANT AND
 AJ1206'15.0 FT (4.6 M) NORTH OF A METAL WITNESS POST IN A FENCELINE.  MARK IS
 AJ1206'A SECONDARY AIRPORT CONTROL STATION.
 AJ1206
 AJ1206                          STATION RECOVERY (2001)
 AJ1206
 AJ1206'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2001 (JLM)
 AJ1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1321 ***********************************************************************
 BY1321  DESIGNATION -  CITY 1 C OF R
 BY1321  PID         -  BY1321
 BY1321  STATE/COUNTY-  TX/CHEROKEE
 BY1321  USGS QUAD   -  RUSK (1973)
 BY1321
 BY1321                         *CURRENT SURVEY CONTROL
 BY1321  ___________________________________________________________________
 BY1321* NAD 83(1986)-  31 47 43.     (N)    095 08 59.     (W)     SCALED    
 BY1321* NAVD 88     -       155.66   (+/-2cm)     510.7    (feet)  VERTCON   
 BY1321  ___________________________________________________________________
 BY1321  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY1321
 BY1321  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1321
 BY1321.The horizontal coordinates were scaled from a topographic map and have
 BY1321.an estimated accuracy of +/- 6 seconds.
 BY1321
 BY1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1321.The vertical order pertains to the NGVD 29 superseded value.
 BY1321
 BY1321.The geoid height was determined by GEOID03.
 BY1321
 BY1321;                    North         East    Units  Estimated Accuracy
 BY1321;SPC TX C     - 3,247,410.    1,190,710.      MT  (+/- 180 meters Scaled)
 BY1321
 BY1321                          SUPERSEDED SURVEY CONTROL
 BY1321
 BY1321  NGVD 29 (??/??/92)  155.675  (m)          510.74   (f) ADJ UNCH    1 2
 BY1321
 BY1321.Superseded values are not recommended for survey control.
 BY1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1321.See file dsdata.txt to determine how the superseded data were derived.
 BY1321
 BY1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR964197(NAD 83)
 BY1321_MARKER: DD = SURVEY DISK
 BY1321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1321_SP_SET: SIDEWALK
 BY1321_STAMPING: 506.06 MON NO 1
 BY1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1321+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY1321
 BY1321  HISTORY     - Date     Condition        Report By
 BY1321  HISTORY     - UNK      MONUMENTED       LOCENG
 BY1321  HISTORY     - 1952     GOOD             NGS
 BY1321  HISTORY     - 19960420 GOOD             USPSQD
 BY1321  HISTORY     - 20040216 GOOD             USPSQD
 BY1321  HISTORY     - 20050710 GOOD             USPSQD
 BY1321
 BY1321                          STATION DESCRIPTION
 BY1321
 BY1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1321'IN RUSK.
 BY1321'AT RUSK, AT THE SOUTHEAST CORNER OF THE STREET INTERSECTION AT THE
 BY1321'SOUTHWEST CORNER OF THE SQUARE, AT THE NORTHEAST CORNER OF THE CHAPMAN
 BY1321'DRUG STORE BUILDING, 6.4 FEET WEST OF THE NORTHEAST CORNER OF THE
 BY1321'BUILDING, 0.6 FOOT NORTH OF THE NORTH WALL OF THE BUILDING, SET IN THE
 BY1321'TOP OF THE CONCRETE SIDEWALK.
 BY1321
 BY1321                          STATION RECOVERY (1996)
 BY1321
 BY1321'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1321'RECOVERED IN GOOD CONDITION.
 BY1321
 BY1321                          STATION RECOVERY (2004)
 BY1321
 BY1321'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BY1321'RECOVERED IN GOOD CONDITION.
 BY1321
 BY1321                          STATION RECOVERY (2005)
 BY1321
 BY1321'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1321'VERY EAST TO FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6987 ***********************************************************************
 AW6987  DESIGNATION -  CITY 1933
 AW6987  PID         -  AW6987
 AW6987  STATE/COUNTY-  TX/GALVESTON
 AW6987  USGS QUAD   -  PORT BOLIVAR (1994)
 AW6987
 AW6987                         *CURRENT SURVEY CONTROL
 AW6987  ___________________________________________________________________
 AW6987* NAD 83(1993)-  29 22 35.47882(N)    094 50 37.22229(W)     ADJUSTED  
 AW6987* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6987  ___________________________________________________________________
 AW6987  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AW6987  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW6987
 AW6987  HORZ ORDER  -  THIRD
 AW6987
 AW6987.The horizontal coordinates were established by classical geodetic methods
 AW6987.and adjusted by the National Geodetic Survey in February 1996..
 AW6987
 AW6987.The orthometric height was scaled from a topographic map.
 AW6987
 AW6987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6987
 AW6987.The geoid height was determined by GEOID03.
 AW6987
 AW6987;                    North         East     Units Scale Factor Converg.
 AW6987;SPC TXSC     - 4,178,194.491 1,003,371.577   MT  0.99986351   +2 02 10.5
 AW6987;SPC TXSC     -13,707,959.76  3,291,894.92   sFT  0.99986351   +2 02 10.5
 AW6987;UTM  15      - 3,251,114.734   321,064.895   MT  0.99999509   -0 54 16.7
 AW6987
 AW6987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6987!SPC TXSC     -   1.00000389  x   0.99986351  =   0.99986740
 AW6987!UTM  15      -   1.00000389  x   0.99999509  =   0.99999898
 AW6987
 AW6987                          SUPERSEDED SURVEY CONTROL
 AW6987
 AW6987  NAD 83(1986)-  29 22 35.49401(N)    094 50 37.20311(W) AD(       ) 3
 AW6987  NAD 27      -  29 22 34.65060(N)    094 50 36.49160(W) AD(       ) 3
 AW6987
 AW6987.Superseded values are not recommended for survey control.
 AW6987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6987.See file dsdata.txt to determine how the superseded data were derived.
 AW6987
 AW6987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2106551115(NAD 83)
 AW6987_MARKER: DS = TRIANGULATION STATION DISK
 AW6987_SETTING: 0 = UNSPECIFIED SETTING
 AW6987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6987
 AW6987  HISTORY     - Date     Condition        Report By
 AW6987  HISTORY     - 1933     MONUMENTED       CGS
 AW6987  HISTORY     - 1945     MARK NOT FOUND   LOCENG
 AW6987  HISTORY     - 1947     MARK NOT FOUND   CGS
 AW6987  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW6987  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW6987  HISTORY     - 19940604 MARK NOT FOUND   USPSQD
 AW6987  HISTORY     - 20041020 MARK NOT FOUND   USPSQD
 AW6987
 AW6987                          STATION DESCRIPTION
 AW6987
 AW6987'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6987'ABOUT 4 MILES E OF TEXAS CITY, ON THE DIKE, 3 MILES ESE OF
 AW6987'THE W END, 2-1/4 MILES WNW OF E END, AND 25 METERS FROM THE
 AW6987'CENTER LINE OF THE RED GRANITE JETTY ON THE S SIDE OF THE
 AW6987'DIKE.
 AW6987'
 AW6987'BEARING TO TEXAS CITY SUGAR REFINERY STACK IS S 87 DEG E.  BEARING
 AW6987'TO BOLIVAR POINT LIGHTHOUSE IS N 81 DEG W.  BEARING TO TEXAS
 AW6987'CITY CHANNEL A REAR BEACON IS N 37 DEG W - DISTANCE 447 METERS.
 AW6987'
 AW6987'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATIONS DISKS SET
 AW6987'IN CONCRETE.
 AW6987'
 AW6987'NO REFERENCE MARK WAS SET.
 AW6987'
 AW6987'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 AW6987
 AW6987                          STATION RECOVERY (1945)
 AW6987
 AW6987'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (PLW)
 AW6987'RECOVERED BY ROBERT H. RAY INC.
 AW6987'
 AW6987'STATION PRACTICALLY DESTROYED BY WASHOUTS ON DIKE.
 AW6987
 AW6987                          STATION RECOVERY (1947)
 AW6987
 AW6987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6987'STATION SEARCHED FOR BUT NOT RECOVERED.  INFORMATION RECEIVED
 AW6987'AT THE U.S.E. GALVESTON OFFICE INDICATES THAT THE STATION
 AW6987'HAS BEEN WASHED OUT FOR SEVERAL YEARS.
 AW6987
 AW6987                          STATION RECOVERY (1990)
 AW6987
 AW6987'RECOVERY NOTE BY US POWER SQUADRON 1990 (MA)
 AW6987'MARK NOT FOUND.
 AW6987
 AW6987                          STATION RECOVERY (1994)
 AW6987
 AW6987'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6987'MARK NOT FOUND.
 AW6987
 AW6987                          STATION RECOVERY (1994)
 AW6987
 AW6987'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6987'MARK NOT FOUND.
 AW6987
 AW6987                          STATION RECOVERY (2004)
 AW6987
 AW6987'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6987'FOUND THE HOLE FROM THE OLD PIN BUT THE DISK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2691 ***********************************************************************
 AW2691  DESIGNATION -  CITY 2
 AW2691  PID         -  AW2691
 AW2691  STATE/COUNTY-  TX/GALVESTON
 AW2691  USGS QUAD   -  PORT BOLIVAR (1994)
 AW2691
 AW2691                         *CURRENT SURVEY CONTROL
 AW2691  ___________________________________________________________________
 AW2691* NAD 83(1993)-  29 22 45.35598(N)    094 51 05.97855(W)     ADJUSTED  
 AW2691* NAVD 88     -         3.97   (+/-2cm)      13.0    (feet)  VERTCON   
 AW2691  ___________________________________________________________________
 AW2691  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW2691  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW2691
 AW2691  HORZ ORDER  -  THIRD
 AW2691  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2691
 AW2691.The horizontal coordinates were established by classical geodetic methods
 AW2691.and adjusted by the National Geodetic Survey in February 1996..
 AW2691
 AW2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2691.The vertical order pertains to the NGVD 29 superseded value.
 AW2691
 AW2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2691
 AW2691.The geoid height was determined by GEOID03.
 AW2691
 AW2691;                    North         East     Units Scale Factor Converg.
 AW2691;SPC TXSC     - 4,178,470.846 1,002,585.899   MT  0.99986354   +2 01 56.4
 AW2691;SPC TXSC     -13,708,866.43  3,289,317.24   sFT  0.99986354   +2 01 56.4
 AW2691;UTM  15      - 3,251,431.077   320,294.327   MT  0.99999850   -0 54 31.1
 AW2691
 AW2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2691!SPC TXSC     -   1.00000358  x   0.99986354  =   0.99986712
 AW2691!UTM  15      -   1.00000358  x   0.99999850  =   1.00000208
 AW2691
 AW2691:                Primary Azimuth Mark                     Grid Az
 AW2691:SPC TXSC     -  HOUSTON SHIP CHAN PLINE LT 48            359 11 00.8
 AW2691:UTM  15      -  HOUSTON SHIP CHAN PLINE LT 48            002 07 28.3
 AW2691
 AW2691|---------------------------------------------------------------------|
 AW2691| PID    Reference Object                     Distance      Geod. Az  |
 AW2691|                                                           dddmmss.s |
 AW2691| AW5819 HOUSTON SHIP CHAN PLINE LT 48       APPROX. 9.5 KM 0011257.2 |
 AW2691| AW5841 HOUSTON SHIP CHAN LT 43             APPROX. 7.9 KM 0045211.9 |
 AW2691| AW5839 HOUSTON SHIP CHAN LT 44             APPROX. 8.0 KM 0060046.5 |
 AW2691| AW5837 HOUSTON SHIP CHAN LT 39             APPROX. 5.8 KM 0163432.8 |
 AW2691| AW5833 HOUSTON SHIP CHAN LT 40             APPROX. 6.0 KM 0175524.7 |
 AW2691| AW5830 HOUSTON SHIP CHAN LT 35             APPROX. 4.3 KM 0364618.0 |
 AW2691| AW5863 HOUSTON SHIP CHAN LT 36             APPROX. 4.5 KM 0381520.0 |
 AW2691| AW5826 HOUSTON SHIP CHAN LT 30             APPROX. 4.0 KM 0714631.8 |
 AW2691| AW5858 HOUSTON SHIP CHAN LT 31             APPROX. 3.8 KM 0721245.2 |
 AW2691| AW5820 HOUSTON SHIP CHAN ENT RNG R LT      APPROX. 3.9 KM 0931729.9 |
 AW2691| AW5906 HOUSTON SHIP CHAN ENT RNG F LT      APPROX. 4.2 KM 0975157.8 |
 AW2691| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX. 8.3 KM 0993135.3 |
 AW2691| AW5912 TX CITY CHAN CUT B OUT RG R LT      APPROX. 3.9 KM 1133425.6 |
 AW2691| AW5909 TX CITY CUT B OUT RG F LT 1963      APPROX. 3.1 KM 1154854.9 |
 AW2691| AW5882 GALVESTON FREEPORT CHAN LT 7A       APPROX. 4.9 KM 1263916.1 |
 AW2691| AW5822 TX CITY CHAN CUT A IN RG R LT       APPROX. 0.5 KM 1281748.2 |
 AW2691| AW5907 GALVESTON FREEPORT CHAN LT 9        APPROX. 4.8 KM 1315219.2 |
 AW2691| CV9697 CITY 2 RM 1                          68.156 METERS 13340     |
 AW2691| AW5887 GALVESTON FREEPORT CHAN LT 11       APPROX. 4.7 KM 1413138.8 |
 AW2691| AW5876 GALVESTON FREEPORT RNG C R LT       APPROX. 7.5 KM 1971236.4 |
 AW2691| AW5988 GALVESTON FREEPORT RNG B FT LT      APPROX. 8.2 KM 1981809.6 |
 AW2691| AW5976 GALVESTON FREEPORT RNG B R LT       APPROX. 8.4 KM 2031948.0 |
 AW2691| CV9698 CITY 2 RM 2                          38.758 METERS 24610     |
 AW2691| AW6016 TEXAS CITY CHAN CUT C RG FT LT      APPROX. 2.6 KM 2813930.7 |
 AW2691| AW6026 DOLLAR POINT 2                      APPROX. 7.1 KM 3270720.6 |
 AW2691| AW5821 HOUSTON SHIP CHAN PLINE LT 47       APPROX. 9.4 KM 3591217.6 |
 AW2691|---------------------------------------------------------------------|
 AW2691
 AW2691                          SUPERSEDED SURVEY CONTROL
 AW2691
 AW2691  NAD 83(1986)-  29 22 45.37120(N)    094 51 05.95938(W) AD(       ) 3
 AW2691  NAD 27      -  29 22 44.52673(N)    094 51 05.25051(W) AD(       ) 3
 AW2691  NGVD 29 (??/??/92)    3.97   (m)           13.0    (f) COMPUTED    1 2
 AW2691
 AW2691.Superseded values are not recommended for survey control.
 AW2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2691.See file dsdata.txt to determine how the superseded data were derived.
 AW2691
 AW2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2029451431(NAD 83)
 AW2691_MARKER: DS = TRIANGULATION STATION DISK
 AW2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2691_STAMPING: CITY 2 1963
 AW2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2691+STABILITY: SURFACE MOTION
 AW2691
 AW2691  HISTORY     - Date     Condition        Report By
 AW2691  HISTORY     - 1963     MONUMENTED       CGS
 AW2691  HISTORY     - 1964     GOOD             CGS
 AW2691  HISTORY     - 1964     GOOD             NGS
 AW2691  HISTORY     - 1965     GOOD             CGS
 AW2691  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2691  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2691  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2691  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2691  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2691
 AW2691                          STATION DESCRIPTION
 AW2691
 AW2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW2691'LOCATED 2.8 MILES OUT THE TEXAS CITY DIKE FROM THE INTERSECTION
 AW2691'OF THE DIKE ROAD (8TH AVE.) AND BAY STREET NORTH.  ON A
 AW2691'MOUND OF CLAY SPOIL, ABOUT 5 FEET ABOVE ROAD LEVEL.  113 FT.
 AW2691'NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 AW2691'DISK STAMPED CITY 2 1963 SET IN THE TOP OF A 12 INCH SQUARE
 AW2691'CONCRETE MONUMENT PROJECTING 1 INCH ABOVE GROUND.
 AW2691'
 AW2691'R.M. 1 IS SOUTHEAST OF THE STATION 24.5 FT. NORTH-NORTHEAST
 AW2691'OF THE CENTERLINE OF THE ROAD AND 2 FT. WEST-NORTHWEST OF A
 AW2691'POWER POLE.
 AW2691'
 AW2691'A STANDARD DISK STAMPED CITY 2 NO 1 1963 SET IN THE TOP OF
 AW2691'A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW2691'
 AW2691'R.M. 2 IS SOUTHWEST OF THE STATION, 25.0 FT NORTH-NORTHEAST OF THE
 AW2691'CENTERLINE OF THE ROAD AND 2 FT NORTHEAST OF A POWER POLE.
 AW2691'
 AW2691'A STANDARD DISK STAMPED CITY 2 NO 2 1963 SET IN THE TOP OF
 AW2691'A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW2691
 AW2691                          STATION RECOVERY (1964)
 AW2691
 AW2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW2691'ABOUT 0.3 MILE NORTH ALONG LOOP 197 FROM THE POST OFFICE AT
 AW2691'TEXAS CITY, THENCE 0.5 MILE EAST ALONG 8TH AVENUE NORTH,
 AW2691'THENCE 2.8 MILES EAST ALONG THE TEXAS CITY DIKE, ON THE TOP
 AW2691'OF A SMALL RIDGE ON THE NORTH SIDE OF THE DIKE, 131 FEET
 AW2691'NORTHEAST OF POWER POLE NUMBER 33, 3.5 FEET NORTHEAST OF A
 AW2691'METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD,
 AW2691'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2691'
 AW2691'NO REFERENCE MARKS WERE RECOVERED.
 AW2691
 AW2691                          STATION RECOVERY (1964)
 AW2691
 AW2691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2691'3.6 MI E FROM TEXAS CITY.
 AW2691'ABOUT 0.3 MILE NORTH ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS
 AW2691'CITY, THENCE 0.5 MILE EAST ALONG 8TH AVENUE NORTH, THENCE 2.8 MILES
 AW2691'EAST ALONG THE TEXAS CITY DIKE, ON THE TOP OF A SMALL RIDGE ON THE
 AW2691'NORTH SIDE OF THE DIKE, 114 FEET NORTH OF THE CENTER LINE OF THE ROAD
 AW2691'ON THE TOP OF THE DIKE, 131 FEET NORTHEAST OF POWER POLE NUMBER 33,
 AW2691'3.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 AW2691'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW2691'THE GROUND.
 AW2691
 AW2691                          STATION RECOVERY (1965)
 AW2691
 AW2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW2691'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE REFERENCE
 AW2691'MARKS WERE SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THEY
 AW2691'HAVE BEEN COVERED BY FILL BUT ARE STILL IN PLACE.
 AW2691
 AW2691                          STATION RECOVERY (1973)
 AW2691
 AW2691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2691'MARK NOT FOUND.
 AW2691
 AW2691                          STATION RECOVERY (1987)
 AW2691
 AW2691'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW2691'MARK NOT FOUND.
 AW2691
 AW2691                          STATION RECOVERY (1987)
 AW2691
 AW2691'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLA)
 AW2691'MARK NOT FOUND.
 AW2691
 AW2691                          STATION RECOVERY (1987)
 AW2691
 AW2691'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2691'MARK NOT FOUND.
 AW2691
 AW2691                          STATION RECOVERY (1988)
 AW2691
 AW2691'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW2691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5872 ***********************************************************************
 AW5872  DESIGNATION -  CITY 3
 AW5872  PID         -  AW5872
 AW5872  STATE/COUNTY-  TX/GALVESTON
 AW5872  USGS QUAD   -  PORT BOLIVAR (1994)
 AW5872
 AW5872                         *CURRENT SURVEY CONTROL
 AW5872  ___________________________________________________________________
 AW5872* NAD 83(1993)-  29 22 44.90056(N)    094 51 06.45592(W)     ADJUSTED  
 AW5872* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 AW5872  ___________________________________________________________________
 AW5872  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW5872  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW5872
 AW5872  HORZ ORDER  -  SECOND
 AW5872
 AW5872.The horizontal coordinates were established by classical geodetic methods
 AW5872.and adjusted by the National Geodetic Survey in February 1996..
 AW5872
 AW5872.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5872
 AW5872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5872
 AW5872.The geoid height was determined by GEOID03.
 AW5872
 AW5872;                    North         East     Units Scale Factor Converg.
 AW5872;SPC TXSC     - 4,178,456.378 1,002,573.532   MT  0.99986354   +2 01 56.1
 AW5872;SPC TXSC     -13,708,818.97  3,289,276.66   sFT  0.99986354   +2 01 56.1
 AW5872;UTM  15      - 3,251,417.261   320,281.233   MT  0.99999855   -0 54 31.4
 AW5872
 AW5872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5872!SPC TXSC     -   1.00000383  x   0.99986354  =   0.99986736
 AW5872!UTM  15      -   1.00000383  x   0.99999855  =   1.00000238
 AW5872
 AW5872:                Primary Azimuth Mark                     Grid Az
 AW5872:SPC TXSC     -  TRAVIS RESET                             096 32 16.4
 AW5872:UTM  15      -  TRAVIS RESET                             099 28 43.9
 AW5872
 AW5872|---------------------------------------------------------------------|
 AW5872| PID    Reference Object                     Distance      Geod. Az  |
 AW5872|                                                           dddmmss.s |
 AW5872| AW1339 TRAVIS RESET                        APPROX. 9.4 KM 0983412.5 |
 AW5872| CV9697 CITY 2 RM 1                          70.321 METERS 11758     |
 AW5872| CV9698 CITY 2 RM 2                          22.762 METERS 26603     |
 AW5872| AW1639 R 1204                                             2812017.7 |
 AW5872|---------------------------------------------------------------------|
 AW5872
 AW5872                          SUPERSEDED SURVEY CONTROL
 AW5872
 AW5872  NAD 83(1986)-  29 22 44.91571(N)    094 51 06.43669(W) AD(       ) 2
 AW5872  NAD 27      -  29 22 44.07250(N)    094 51 05.72654(W) AD(       ) 2
 AW5872  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 AW5872
 AW5872.Superseded values are not recommended for survey control.
 AW5872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5872.See file dsdata.txt to determine how the superseded data were derived.
 AW5872
 AW5872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2028151417(NAD 83)
 AW5872_MARKER: DS = TRIANGULATION STATION DISK
 AW5872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5872_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW5872
 AW5872  HISTORY     - Date     Condition        Report By
 AW5872  HISTORY     - 1974     MONUMENTED       NGS
 AW5872  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW5872  HISTORY     - 20041020 MARK NOT FOUND   USPSQD
 AW5872  HISTORY     - 20060411 MARK NOT FOUND   USCG
 AW5872
 AW5872                          STATION DESCRIPTION
 AW5872
 AW5872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5872'THE STATION IS LOCATED ABOUT 3 MILES EAST OF TEXAS CITY AND 2 MILES
 AW5872'OUT THE TEXAS CITY DIKE.  THE PROPERTY IS OWNED BY THE CITY OF TEXAS
 AW5872'CITY AND CONTROLLED BY THE U. S. CORP OF ENGINEERS.
 AW5872'
 AW5872'TO REACH THE STATION FROM THE INTERSECTION OF BAY STREET NORTH, 8TH
 AW5872'AVENUE NORTH AND TEXAS CITY DIKE ROAD, IN THE EAST EDGE OF TEXAS
 AW5872'CITY, GO EASTERLY ON DIKE ROAD FOR 2.15 MILES TO BENCH MARK R1204
 AW5872'1973 ON THE RIGHT IN A LARGE GRANITE BOULDER.  CONTINUE EASTERLY
 AW5872'ON DIKE ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AW5872'
 AW5872'STATION MARKS ARE STANDARD DISK STAMPED CITY 3 1974.  THE UNDERGROUND
 AW5872'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 42 INCHES
 AW5872'BELOW THE GROUND SURFACE.  THE SURFACE MARK IS SET IN THE TOP OF A
 AW5872'ROUNDCONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS 76 FEET
 AW5872'NORTHEAST OF POWER POLE NUMBER 33, 53 FEET NORTH OF THE CENTER OF
 AW5872'DIKE ROAD AND 19 FEET SOUTH OF THE EDGE OF THE WATER.
 AW5872'
 AW5872'REFERENCE MARK 1, STAMPED CITY 2 NO 1 1963, IS A STANDARD DISK SET IN
 AW5872'THE TOP OF A ROUND CONCRETE POST 2 INCHES BELOW THE GROUND.  IT IS
 AW5872'30 FEET SOUTH OF THE WATER EDGE, 23 FEET NORTH OF THE CENTER OF DIKE
 AW5872'ROAD, 1.5 FEET WEST OF POWER POLE NUMBER 34 AND 1 FOOT NORTHEAST
 AW5872'OF A SMALL POLE.
 AW5872'
 AW5872'REFERENCE MARK 2, STAMPED CITY 2 NO 2 1963, IS A STANDARD DISK SET IN
 AW5872'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 65
 AW5872'FEET SOUTH OF THE EDGE OF THE WATER, 25 FEET NORTH OF THE CENTER OF
 AW5872'THE ROAD AND 1.6 FEET NORTHEAST OF POWER POLE NUMBER 33.
 AW5872'
 AW5872'BENCH MARK, STAMPED R1204 1973, IS A STANDARD BENCH MARK DISK SET IN
 AW5872'A DRILL HOLE IN A LARGE GRANITE BOULDER ABOUT 3 FEET ABOVE GROUND
 AW5872'SURFACE.  IT IS 32 FEET SOUTH OF THE CENTER OF THE ROAD, 15 FEET
 AW5872'NORTH OF THE EDGE OF THE WATER AND 10.3 FEET EAST-NORTHEAST OF A
 AW5872'WITNESS POST.
 AW5872'
 AW5872'NOTE--THE BENCH MARK WAS USED AS AN AZIMUTH MARK.
 AW5872'
 AW5872'NEAREST TOWN--TEXAS CITY.
 AW5872'
 AW5872'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 AW5872
 AW5872                          STATION RECOVERY (1994)
 AW5872
 AW5872'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5872'MARK NOT FOUND.
 AW5872
 AW5872                          STATION RECOVERY (2004)
 AW5872
 AW5872'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5872'MARK NOT FOUND.
 AW5872
 AW5872                          STATION RECOVERY (2006)
 AW5872
 AW5872'RECOVERY NOTE BY US COAST GUARD 2006 (MGS)
 AW5872'MARK NOT FOUND. AREA HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1202 ***********************************************************************
 AJ1202  SACS        -  This is a Secondary Airport Control Station.
 AJ1202  DESIGNATION -  CITY AZ MK
 AJ1202  PID         -  AJ1202
 AJ1202  STATE/COUNTY-  TX/JIM WELLS
 AJ1202  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1202
 AJ1202                         *CURRENT SURVEY CONTROL
 AJ1202  ___________________________________________________________________
 AJ1202* NAD 83(1993)-  27 44 23.66958(N)    098 01 16.16907(W)     ADJUSTED  
 AJ1202* NAVD 88     -        50.89   (meters)     167.0    (feet)  GPS OBS   
 AJ1202  ___________________________________________________________________
 AJ1202  X           -    -788,284.552 (meters)                     COMP
 AJ1202  Y           -  -5,593,946.560 (meters)                     COMP
 AJ1202  Z           -   2,951,037.052 (meters)                     COMP
 AJ1202  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AJ1202  ELLIP HEIGHT-          24.32  (meters)          (07/24/01) GPS OBS
 AJ1202  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AJ1202
 AJ1202  HORZ ORDER  -  FIRST
 AJ1202  ELLP ORDER  -  FIFTH     CLASS I
 AJ1202
 AJ1202.This mark is at Alice Intl (ALI) Airport (ALI)
 AJ1202
 AJ1202.The horizontal coordinates were established by GPS observations
 AJ1202.and adjusted by the National Geodetic Survey in May 1997..
 AJ1202
 AJ1202.The orthometric height was determined by GPS observations and a
 AJ1202.high-resolution geoid model.
 AJ1202
 AJ1202.GPS derived orthometric heights for airport stations designated as
 AJ1202.PACS or SACS are published to 2 decimal places.  This maintains
 AJ1202.centimeter relative accuracy between the PACS and SACS.  It does
 AJ1202.not indicate centimeter accuracy relative to other marks which are
 AJ1202.part of the NAVD 88 network.
 AJ1202
 AJ1202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1202
 AJ1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1202
 AJ1202.The ellipsoidal height was determined by GPS observations
 AJ1202.and is referenced to NAD 83.
 AJ1202
 AJ1202.The geoid height was determined by GEOID03.
 AJ1202
 AJ1202;                    North         East     Units Scale Factor Converg.
 AJ1202;SPC TX S     - 5,229,793.887   347,211.223   MT  0.99997768   +0 13 02.6
 AJ1202;SPC TX S     -17,158,082.11  1,139,142.15   sFT  0.99997768   +0 13 02.6
 AJ1202;UTM  14      - 3,068,774.819   596,474.978   MT  0.99971488   +0 27 20.3
 AJ1202
 AJ1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1202!SPC TX S     -   0.99999618  x   0.99997768  =   0.99997386
 AJ1202!UTM  14      -   0.99999618  x   0.99971488  =   0.99971106
 AJ1202
 AJ1202:                Primary Azimuth Mark                     Grid Az
 AJ1202:SPC TX S     -  CITY                                     269 21 18.3
 AJ1202:UTM  14      -  CITY                                     269 07 00.6
 AJ1202
 AJ1202|---------------------------------------------------------------------|
 AJ1202| PID    Reference Object                     Distance      Geod. Az  |
 AJ1202|                                                           dddmmss.s |
 AJ1202| AJ1206 CITY                                APPROX. 1.1 KM 2693420.9 |
 AJ1202|---------------------------------------------------------------------|
 AJ1202
 AJ1202                          SUPERSEDED SURVEY CONTROL
 AJ1202
 AJ1202  ELLIP H (05/16/97)   24.44   (m)                       GP(       ) 5 1
 AJ1202  NAD 83(1993)-  27 44 23.67006(N)    098 01 16.16981(W) AD(       ) 2
 AJ1202  NAD 83(1986)-  27 44 23.67707(N)    098 01 16.14799(W) AD(       ) 2
 AJ1202  NAD 27      -  27 44 22.57900(N)    098 01 15.14200(W) AD(       ) 2
 AJ1202
 AJ1202.Superseded values are not recommended for survey control.
 AJ1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1202.See file dsdata.txt to determine how the superseded data were derived.
 AJ1202
 AJ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9647568775(NAD 83)
 AJ1202_MARKER: DZ = AZIMUTH MARK DISK
 AJ1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1202_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1202_STAMPING: CITY 1961
 AJ1202_MARK LOGO: CGS   
 AJ1202_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1202+STABILITY: SURFACE MOTION
 AJ1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1202+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1995
 AJ1202
 AJ1202  HISTORY     - Date     Condition        Report By
 AJ1202  HISTORY     - 1961     MONUMENTED       CGS
 AJ1202  HISTORY     - 19950404 GOOD             NGS
 AJ1202
 AJ1202                          STATION DESCRIPTION
 AJ1202
 AJ1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AJ1202'STATION, A STANDARD DISK STAMPED CITY 1961, IS SET IN A
 AJ1202'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 85 FEET
 AJ1202'EAST OF AN ANTENNA POLE, 70 FEET NORTHEAST OF THE NORTHWEST
 AJ1202'CORNER OF THE VOR BUILDING, 68 FEET NORTH OF THE SOUTHEAST
 AJ1202'CORNER OF THE VOR BUILDING, AND 38 FEET NORTHEAST OF THE
 AJ1202'NORTHEAST CORNER OF THE VOR BUILDING.
 AJ1202'
 AJ1202'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1202'AND STATE HIGHWAY 44 AT THE SOUTHWEST EDGE OF ALICE, GO SOUTHERLY
 AJ1202'ON U.S. HIGHWAY 281 FOR 1.2 MILES TO FARM ROAD 1352 ON THE LEFT.
 AJ1202'TURN LEFT, GO EASTERLY ON FARM ROAD 1352 FOR 0.5 MILE TO THE
 AJ1202'JUNCTIN OF ROUTE 665.  CONTINUE EASTERLY ON ROUTE 665 FOR 2.4
 AJ1202'MILES TO FARM ROAD 1931 ON THE LEFT.  TURN LEFT, GO NORTHERLY
 AJ1202'ON FARM ROAD 1931 FOR 0.7 MILE TO A T-ROAD JUNCTION.  TURN
 AJ1202'RIGHT, GO 0.1 MILE TO STATION CITY ON THE LEFT.  THEN GO EASTERLY ON
 AJ1202'THE SURFACED ROAD FOR 0.05 MILE TO A GATE JUST NORTH OF THE AIRPORT
 AJ1202'OFFICE.  PASS THROUGH THE GATE AND FOLLOW THE TAXIWAY EASTERLY,
 AJ1202'KEEPING TO THE RIGHT OF THE WIND-SOCK, FOR 0.2 MILE TO THE
 AJ1202'RUNWAY.  CROSS THE RUNWAY AND FOLLOW THE TAXIWAY, EASTERLY, FOR
 AJ1202'0.45 MILE TO A NARROW GRAVELED ROAD ON THE RIGHT.  TURN RIGHT
 AJ1202'AND FOLLOW THE ROAD, SOUTHERLY, FOR 0.3 MILE TO VOR AND THE STATION.
 AJ1202
 AJ1202                          STATION RECOVERY (1995)
 AJ1202
 AJ1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AJ1202'THE STATION IS LOCATED ABOUT 26.0 MI (41.8 KM) WEST OF ROBSTOWN, 6.5
 AJ1202'MI (10.5 KM) NORTH OF BEN BOLT, 3.0 MI (4.8 KM) EAST OF ALICE AND AT
 AJ1202'THE ALICE INTERNATIONAL AIRPORT.  OWNERSHIP--CITY OF ALICE AND COUNTY
 AJ1202'OF JIM WELLS, MANAGER IS BILL MCCUMBER, PO DRAWER 3226, ALICE TX.
 AJ1202'78333.  PHONE (512) 668-7210.  TO REACH THE STATION FROM THE JUNCTION
 AJ1202'OF STATE HIGHWAY 44 AND COUNTY ROAD 1931 (ABOUT 1.5 MI (2.4 KM)
 AJ1202'NORTHEAST OF ALICE) , GO SOUTH ON COUNTY ROAD 1931 FOR 1.6 MI (2.6 KM)
 AJ1202'TO A ROAD LEFT, TURN LEFT AND GO EAST ON COUNTY ROAD 344 FOR 0.65 MI
 AJ1202'(1.05 KM) TO THE AIRPORT BEACON TOWER ON THE RIGHT, CONTINUE AHEAD AND
 AJ1202'GO EAST THEN NORTHEAST ON THE PAVED ROAD FOR 0.1 MI (0.2 KM) TO A GATE
 AJ1202'AHEAD, PASS THROUGH GATE TURN RIGHT AND GO EAST ON THE RAMP THEN
 AJ1202'TAXIWAY FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF RUNWAYS 17/35 AND
 AJ1202'13/31, CROSS RUNWAYS BEARING LEFT FOR 0.1 MI (0.2 KM) TO A TAXIWAY
 AJ1202'LEADING TO THE NORTHEAST, CONTINUE AHEAD AND GO NORTHEAST ON THE
 AJ1202'TAXIWAY FOR 0.25 MI (0.40 KM) TO A GRAVEL ROAD RIGHT, TURN RIGHT AND
 AJ1202'GO SOUTH THEN SOUTHEAST FOLLOWING GRAVEL ROAD FOR 0.25 MI (0.40 KM) TO
 AJ1202'A VOR ANTENNA BUILDING AND THE STATION AHEAD.  THE STATION PROJECTS
 AJ1202'0.5 FT, (15.2 CM) 84.5 FT (25.8 M) EAST OF A OLD ROUND ANTENNA BASE
 AJ1202'(BESIDE A SQUARE CONCRETE PAD WITH A RAISED CENTER) , 70.0FT EAST
 AJ1202'NORTHEAST OF THE NORTHWEST CORNER OF THE VOR BUILDING, 68.8 FT (21.0
 AJ1202'M) NORTHEAST OF THE SOUTHEAST CORNER OF THE VOR BUILDING, 38.5 FT
 AJ1202'(11.7 M) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE VOR BUILDING
 AJ1202'AND 3.0 FT (0.9 M) WEST OF A SHORT WITNESS POST.  MARK IS A SECONDARY
 AJ1202'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0625 ***********************************************************************
 CE0625  DESIGNATION -  CITY HALL
 CE0625  PID         -  CE0625
 CE0625  STATE/COUNTY-  TX/EL PASO
 CE0625  USGS QUAD   -  EL PASO (1997)
 CE0625
 CE0625                         *CURRENT SURVEY CONTROL
 CE0625  ___________________________________________________________________
 CE0625* NAD 83(1993)-  31 45 31.99196(N)    106 29 34.41096(W)     ADJUSTED  
 CE0625* NAVD 88     -      1185.0    (meters)    3888.     (feet)  VERTCON   
 CE0625  ___________________________________________________________________
 CE0625  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 CE0625  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CE0625
 CE0625  HORZ ORDER  -  FIRST
 CE0625
 CE0625.The horizontal coordinates were established by classical geodetic methods
 CE0625.and adjusted by the National Geodetic Survey in February 1996..
 CE0625
 CE0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0625
 CE0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0625
 CE0625.The geoid height was determined by GEOID03.
 CE0625
 CE0625;                    North         East     Units Scale Factor Converg.
 CE0625;SPC TX C     - 3,248,092.824   116,762.248   MT  0.99996894   -3 10 21.1
 CE0625;SPC TX C     -10,656,451.21    383,077.48   sFT  0.99996894   -3 10 21.1
 CE0625;UTM  13      - 3,514,680.258   358,613.425   MT  0.99984654   -0 47 09.3
 CE0625
 CE0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0625!SPC TX C     -   0.99981774  x   0.99996894  =   0.99978668
 CE0625!UTM  13      -   0.99981774  x   0.99984654  =   0.99966431
 CE0625
 CE0625:                Primary Azimuth Mark                     Grid Az
 CE0625:SPC TX C     -  EL PASO TV TOWER KVIA                    023 46 30.0
 CE0625:UTM  13      -  EL PASO TV TOWER KVIA                    021 23 18.2
 CE0625
 CE0625|---------------------------------------------------------------------|
 CE0625| PID    Reference Object                     Distance      Geod. Az  |
 CE0625|                                                           dddmmss.s |
 CE0625| CE0618 EL PASO TV TOWER KVIA               APPROX. 3.4 KM 0203608.9 |
 CE0625| CC7148 CITY HALL RM 1                       10.220 METERS 13705     |
 CE0625| CC7149 CITY HALL RM 2                       20.903 METERS 29718     |
 CE0625| CE0679 EL PASO A S AND R SMELTING STK      APPROX. 3.9 KM 3103534.1 |
 CE0625| CE0626 EL PASO MTN BELL MICROWAVE          APPROX. 4.0 KM 3575750.1 |
 CE0625|---------------------------------------------------------------------|
 CE0625
 CE0625                          SUPERSEDED SURVEY CONTROL
 CE0625
 CE0625  NAD 83(1993)-  31 45 31.99204(N)    106 29 34.40975(W) AD(       ) 1
 CE0625  NAD 83(1986)-  31 45 31.99432(N)    106 29 34.40981(W) AD(       ) 1
 CE0625  NAD 27      -  31 45 31.60220(N)    106 29 32.45573(W) AD(       ) 1
 CE0625  NGVD 29 (07/19/86) 1184.5    (m)         3886.     (f) VERT ANG       
 CE0625
 CE0625.Superseded values are not recommended for survey control.
 CE0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0625.See file dsdata.txt to determine how the superseded data were derived.
 CE0625
 CE0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5861314680(NAD 83)
 CE0625_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0625_SETTING: 0 = UNSPECIFIED SETTING
 CE0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0625
 CE0625  HISTORY     - Date     Condition        Report By
 CE0625  HISTORY     - 1980     MONUMENTED       NGS
 CE0625
 CE0625                          STATION DESCRIPTION
 CE0625
 CE0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0625'THE STATION IS LOCATED ON TOP OF CIVIC CENTER PLAZA IN
 CE0625'DOWNTOWN EL PASO.
 CE0625'OWNERSHIP--CITY OF EL PASO, PERMISSION THROUGH CITY
 CE0625'ENGINEERS OFFICE, CIVIC CENTER PLAZA, EL PASO, TX 79999,
 CE0625'TELEPHONE NUMBER 915 543-4200.
 CE0625'
 CE0625'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CE0625'10 AND SANTA FE STREET, GO SOUTH ON SANTA FE STREET FOR 0.3 KM
 CE0625'(0.2 MI) TO THE BACK ENTRANCE TO THE EL PASO CITY HALL ON
 CE0625'RIGHT.  TURN RIGHT, GO WEST ON ENTRANCE STREET FOR 0.1 KM
 CE0625'(0.05 MI) TO PARKING AREA AND BACK ENTRANCE OF CITY HALL.
 CE0625'
 CE0625'THE STATION IS A STANDARD NGS DISK
 CE0625'STAMPED---CITY HALL 1980---,
 CE0625'SET INTO A SQUARE CONCRETE MONUMENT THAT IS EPOXYED TO THE
 CE0625'ROOF TOP.
 CE0625'IT IS LOCATED
 CE0625'14.20 METERS (46.5 FT) EAST FROM THE CENTER OF A LARGE AIR VENT,
 CE0625'10.55 METERS (34.6 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 CE0625'ELEVATOR SHAFT BUILDING, AND
 CE0625'0.77 METER (2.5 FT) WEST FROM THE EAST WALL SURROUNDING THE ROOF.
 CE0625'
 CE0625'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CE0625'STAMPED---CITY HALL NO 1 1980---,
 CE0625'EPOXYED TO THE WALL SURROUNDING THE ROOF.
 CE0625'IT IS LOCATED
 CE0625'11.13 METERS (36.5 FT) EAST FROM THE EAST SIDE OF THE ELEVATOR
 CE0625'SHAFT BUILDING, AND
 CE0625'7.78 METERS (25.5 FT) NORTH FROM A RADIO ANTENNA.
 CE0625'MARK IS ABOVE STATION 0.9 METERS.
 CE0625'
 CE0625'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 CE0625'STAMPED---CITY HALL NO 2 1980---,
 CE0625'EPOXYED TO A CONCRETE SLAB 6 METERS BY 2 METERS.
 CE0625'IT IS LOCATED
 CE0625'22.10 METERS (72.5 FT) NORTH FROM THE NORTHEAST CORNER OF
 CE0625'ELEVATOR SHAFT BUILDING,
 CE0625'11.43 METERS (37.5 FT) WEST FROM OF THE EAST WALL SURROUNDING THE
 CE0625'ROOF AND
 CE0625'2.59 METERS (8.5 FT) SOUTH FROM THE NORTH WALL SURROUNDING THE
 CE0625'ROOF.
 CE0625'MARK IS LEVEL WITH STATION.
 CE0625'
 CE0625'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1607 ***********************************************************************
 CS1607  DESIGNATION -  CITY MON 184
 CS1607  PID         -  CS1607
 CS1607  STATE/COUNTY-  TX/TARRANT
 CS1607  USGS QUAD   -  LAKE WORTH (1982)
 CS1607
 CS1607                         *CURRENT SURVEY CONTROL
 CS1607  ___________________________________________________________________
 CS1607* NAD 83(1986)-  32 46 34.     (N)    097 25 32.     (W)     SCALED    
 CS1607* NAVD 88     -       183.476  (meters)     601.95   (feet)  POSTED    
 CS1607  ___________________________________________________________________
 CS1607  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CS1607  DYNAMIC HT  -         183.260 (meters)     601.25  (feet)  COMP
 CS1607  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 CS1607
 CS1607  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CS1607
 CS1607.The horizontal coordinates were scaled from a topographic map and have
 CS1607.an estimated accuracy of +/- 6 seconds.
 CS1607
 CS1607.The orthometric height was determined by differential leveling
 CS1607.and adjusted by the National Geodetic Survey in 1992..
 CS1607.No vertical observational check was made to the station.
 CS1607.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CS1607.was located on a no-check spur therefore a value was not computed.
 CS1607
 CS1607.The geoid height was determined by GEOID03.
 CS1607
 CS1607.The dynamic height is computed by dividing the NAVD 88
 CS1607.geopotential number by the normal gravity value computed on the
 CS1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1607.degrees latitude (g = 980.6199 gals.).
 CS1607
 CS1607.The modeled gravity was interpolated from observed gravity values.
 CS1607
 CS1607;                    North         East    Units  Estimated Accuracy
 CS1607;SPC TXNC     - 2,123,540.      700,650.      MT  (+/- 180 meters Scaled)
 CS1607
 CS1607                          SUPERSEDED SURVEY CONTROL
 CS1607
 CS1607  NGVD 29 (??/??/92)  183.478  (m)          601.96   (f) ADJ UNCH    1 2
 CS1607
 CS1607.Superseded values are not recommended for survey control.
 CS1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1607.See file dsdata.txt to determine how the superseded data were derived.
 CS1607
 CS1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB474275(NAD 83)
 CS1607_MARKER: DB = BENCH MARK DISK
 CS1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1607_STAMPING: CITY MON NO. 184
 CS1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1607+STABILITY: SURFACE MOTION
 CS1607
 CS1607  HISTORY     - Date     Condition        Report By
 CS1607  HISTORY     - UNK      MONUMENTED       LOCENG
 CS1607  HISTORY     - 1948     GOOD             NGS
 CS1607
 CS1607                          STATION DESCRIPTION
 CS1607
 CS1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS1607'IN CARSWELL AFB.
 CS1607'AT CARSWELL AIR FORCE BASE, 200 FEET SOUTHEAST OF THE TYPEWRITER
 CS1607'REPAIR SHOP, 150 FEET NORTHEAST OF A YELLOW CONCRETE TOWER, 80 FEET
 CS1607'EAST OF THE POST GYMNASIUM, AND 100 FEET EAST OF THE SOUTH END OF A
 CS1607'CONCRETE TENNIS COURT.  A BRASS DISK, STAMPED CITY MON NO. 184 AND SET
 CS1607'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1919 ***********************************************************************
 AN1919  DESIGNATION -  CITY RM 1
 AN1919  PID         -  AN1919
 AN1919  STATE/COUNTY-  TX/BEE
 AN1919  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1919
 AN1919                         *CURRENT SURVEY CONTROL
 AN1919  ___________________________________________________________________
 AN1919* NAD 83(1986)-  28 24 25.     (N)    097 44 07.     (W)     SCALED    
 AN1919* NAVD 88     -        72.834  (meters)     238.96   (feet)  ADJUSTED  
 AN1919  ___________________________________________________________________
 AN1919  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN1919  DYNAMIC HT  -          72.725 (meters)     238.60  (feet)  COMP
 AN1919  MODELED GRAV-     979,152.8   (mgal)                       NAVD 88
 AN1919
 AN1919  VERT ORDER  -  FIRST     CLASS II
 AN1919
 AN1919.The horizontal coordinates were scaled from a topographic map and have
 AN1919.an estimated accuracy of +/- 6 seconds.
 AN1919
 AN1919.The orthometric height was determined by differential leveling
 AN1919.and adjusted by the National Geodetic Survey in June 1991..
 AN1919
 AN1919.The geoid height was determined by GEOID03.
 AN1919
 AN1919.The dynamic height is computed by dividing the NAVD 88
 AN1919.geopotential number by the normal gravity value computed on the
 AN1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1919.degrees latitude (g = 980.6199 gals.).
 AN1919
 AN1919.The modeled gravity was interpolated from observed gravity values.
 AN1919
 AN1919;                    North         East    Units  Estimated Accuracy
 AN1919;SPC TXSC     - 4,064,240.      723,930.      MT  (+/- 180 meters Scaled)
 AN1919
 AN1919                          SUPERSEDED SURVEY CONTROL
 AN1919
 AN1919.No superseded survey control is available for this station.
 AN1919
 AN1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS238429(NAD 83)
 AN1919_MARKER: DR = REFERENCE MARK DISK
 AN1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1919_SP_SET: CONCRETE POST
 AN1919_STAMPING: CITY NO 1 1952
 AN1919_MARK LOGO: CGS   
 AN1919_PROJECTION: PROJECTING 15 CENTIMETERS
 AN1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1919+STABILITY: SURFACE MOTION
 AN1919
 AN1919  HISTORY     - Date     Condition        Report By
 AN1919  HISTORY     - 1952     MONUMENTED       CGS
 AN1919  HISTORY     - 1981     GOOD             NGS
 AN1919  HISTORY     - 19960727 GOOD             USPSQD
 AN1919
 AN1919                          STATION DESCRIPTION
 AN1919
 AN1919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1919'1.4 KM (0.9 MI) NE FROM BEEVILLE.
 AN1919'1.4 KM (0.9 MI) NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE COURTHOUSE IN
 AN1919'BEEVILLE, AT THE JUNCTION OF SOUTH HALL STREET, 11.8 METERS (39.0 FT)
 AN1919'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 49.3 METERS (162 FT)
 AN1919'EAST-NORTHEAST OF THE CENTER OF THE STREET, 23.4 METERS (76.7 FT)
 AN1919'EAST-NORTHEAST OF TRIANGULATION STATION CITY, 8.5 METERS (28.0 FT)
 AN1919'SOUTH-SOUTHWEST OF A POWERLINE POLE WITH TWO GUY WIRES, 33.3 METERS
 AN1919'(109.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE VALERO
 AN1919'TRANSMISSION COMPANY AT 1301 EAST HOUSTON STREET.
 AN1919'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 AN1919
 AN1919                          STATION RECOVERY (1996)
 AN1919
 AN1919'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1408 ***********************************************************************
 AB1408  DESIGNATION -  CITY SERVICE MARK
 AB1408  PID         -  AB1408
 AB1408  STATE/COUNTY-  TX/WILLACY
 AB1408  USGS QUAD   -  SOUTH OF POTRERO LOPENO SE (1975)
 AB1408
 AB1408                         *CURRENT SURVEY CONTROL
 AB1408  ___________________________________________________________________
 AB1408* NAD 83(1993)-  26 34 02.36638(N)    097 16 44.52681(W)     ADJUSTED  
 AB1408* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AB1408  ___________________________________________________________________
 AB1408  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AB1408  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AB1408
 AB1408  HORZ ORDER  -  SECOND
 AB1408
 AB1408.The horizontal coordinates were established by classical geodetic methods
 AB1408.and adjusted by the National Geodetic Survey in February 1996..
 AB1408.No horizontal observational check was made to the station.
 AB1408
 AB1408.The orthometric height was scaled from a topographic map.
 AB1408
 AB1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1408
 AB1408.The geoid height was determined by GEOID03.
 AB1408
 AB1408;                    North         East     Units Scale Factor Converg.
 AB1408;SPC TX S     - 5,100,374.354   421,635.849   MT  0.99992325   +0 33 15.6
 AB1408;SPC TX S     -16,733,478.19  1,383,316.95   sFT  0.99992325   +0 33 15.6
 AB1408;UTM  14      - 2,939,665.433   671,410.038   MT  0.99996275   +0 46 11.6
 AB1408
 AB1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1408!SPC TX S     -   1.00000247  x   0.99992325  =   0.99992572
 AB1408!UTM  14      -   1.00000247  x   0.99996275  =   0.99996522
 AB1408
 AB1408                          SUPERSEDED SURVEY CONTROL
 AB1408
 AB1408  NAD 83(1986)-  26 34 02.38261(N)    097 16 44.49211(W) AD(       ) 2
 AB1408  NAD 27      -  26 34 01.14589(N)    097 16 43.57633(W) AD(       ) 2
 AB1408
 AB1408.Superseded values are not recommended for survey control.
 AB1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1408.See file dsdata.txt to determine how the superseded data were derived.
 AB1408
 AB1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7141039665(NAD 83)
 AB1408_MARKER: Z = SEE DESCRIPTION
 AB1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1408_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1408+STABILITY: SURFACE MOTION
 AB1408
 AB1408  HISTORY     - Date     Condition        Report By
 AB1408  HISTORY     - 1980     MONUMENTED       NGS
 AB1408
 AB1408                          STATION DESCRIPTION
 AB1408
 AB1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AB1408'THE STATION IS LOCATED ABOUT 67 MILES SOUTH OF THE
 AB1408'RANGER STATION AT PADRE ISLAND STATE PARK,
 AB1408'10 MILES EAST OF PORT MANSFIELD, ON PADRE ISLAND,
 AB1408'AT THE NORTH SIDE OF THE EAST END OF THE PORT
 AB1408'MANSFIELD CUT.
 AB1408'
 AB1408'TO REACH THE STATION FROM THE WEST END OF THE STONE BREAKWATER
 AB1408'ON THE NORTH SIDE OF THE EAST END OF THE PORT MANSFIELD CUT, GO
 AB1408'NORTH ALONG THE BEACH FOR 0.1 MILE.  TURN LEFT AND GO WEST FOR
 AB1408'0.1 MILE TO THE STATION ON TOP OF A SAND DUNE AS DESCRIBED.
 AB1408'THE BREAKWATER WAS REACHED FROM PORT MANSFIELD BY BOAT AT
 AB1408'THIS TIME AND THE FOUR-WHEEL DRIVE VEHICLE WAS DRIVEN
 AB1408'DOWN THE BEACH FROM THE RANGER STATION AT THE PADRE
 AB1408'ISLAND STATE PARK.  THE DISTANCE WAS
 AB1408'APPROXIMATELY 67 MILES.
 AB1408'
 AB1408'CITY SERVICE MARK, IS A STEEL PLUG, SET INTO THE TOP OF
 AB1408'A INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 AB1408'THIS MARK WAS USE FOR A REFERENCE MARK FOR TRIANGULATION
 AB1408'STATION LEIGH.
 AB1408'IT IS LOCATED
 AB1408'50 FEET NORTH FROM A 4-INCH DIAMETER WOOD WITNESS POST,
 AB1408'17 FEET EAST FROM A 4-INCH DIAMETER WOOD WITNESS POST AND
 AB1408'7 FEET SOUTHEAST FROM A 4-INCH DIAMETER WOOD WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1730 ***********************************************************************
 AB1730  DESIGNATION -  CITY SERVICE MARK
 AB1730  PID         -  AB1730
 AB1730  STATE/COUNTY-  TX/WILLACY
 AB1730  USGS QUAD   -  SOUTH OF POTRERO LOPENO SE (1975)
 AB1730
 AB1730                         *CURRENT SURVEY CONTROL
 AB1730  ___________________________________________________________________
 AB1730* NAD 83(1993)-  26 34 02.36731(N)    097 16 44.38577(W)     ADJUSTED  
 AB1730* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AB1730  ___________________________________________________________________
 AB1730  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AB1730  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AB1730
 AB1730  HORZ ORDER  -  SECOND
 AB1730
 AB1730.The horizontal coordinates were established by classical geodetic methods
 AB1730.and adjusted by the National Geodetic Survey in February 1996..
 AB1730.No horizontal observational check was made to the station.
 AB1730
 AB1730.The orthometric height was scaled from a topographic map.
 AB1730
 AB1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1730
 AB1730.The geoid height was determined by GEOID03.
 AB1730
 AB1730;                    North         East     Units Scale Factor Converg.
 AB1730;SPC TX S     - 5,100,374.420   421,639.752   MT  0.99992325   +0 33 15.6
 AB1730;SPC TX S     -16,733,478.41  1,383,329.75   sFT  0.99992325   +0 33 15.6
 AB1730;UTM  14      - 2,939,665.514   671,413.941   MT  0.99996277   +0 46 11.7
 AB1730
 AB1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1730!SPC TX S     -   1.00000247  x   0.99992325  =   0.99992572
 AB1730!UTM  14      -   1.00000247  x   0.99996277  =   0.99996524
 AB1730
 AB1730                          SUPERSEDED SURVEY CONTROL
 AB1730
 AB1730  NAD 83(1986)-  26 34 02.38354(N)    097 16 44.35065(W) AD(       ) 2
 AB1730
 AB1730.Superseded values are not recommended for survey control.
 AB1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1730.See file dsdata.txt to determine how the superseded data were derived.
 AB1730
 AB1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7141439666(NAD 83)
 AB1730_MARKER: Z = SEE DESCRIPTION
 AB1730_SETTING: 0 = UNSPECIFIED SETTING
 AB1730_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1730
 AB1730  HISTORY     - Date     Condition        Report By
 AB1730  HISTORY     - UNK      MONUMENTED
 AB1730  HISTORY     - 1985     GOOD             NGS
 AB1730
 AB1730                          STATION DESCRIPTION
 AB1730
 AB1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1730'THE STATION WAS RECOVERED AT THIS DATE.
 AB1730'THE STEEL PLUG OR STEM WAS RECOVERED IN GOOD CONDITION.
 AB1730'
 AB1730'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) EAST OF PORT MANSFIELD,
 AB1730'NEAR THE WEST END OF THE NORTH JETTY AT THE PORT MANSFIELD SHIP
 AB1730'CHANNEL THROUGH PADRE ISLAND.
 AB1730'OWNERSHIP--DEPARTMENT OF THE INTERIOR, PADRE ISLAND NATIONAL
 AB1730'SEASHORE, FLOUR BLUFF HEADQUARTERS, 9405 S PADRE DR, PHONE
 AB1730'512-937-2621.
 AB1730'
 AB1730'TO REACH THE STATION FROM THE U. S. COAST GUARD STATION IN PORT
 AB1730'MANSFIELD, GO EAST BY BOAT FOR ABOUT 14.5 KM (9 MI) TO THE NORTH
 AB1730'JETTY OF THE PORT MANFIELD CHANNEL THROUGH PADRE ISLAND, THE BOAT
 AB1730'WAS LANDED ON A SMALL SANDY BEACH AT THE WEST END OF THE JETTY AND
 AB1730'THEN PACK NORTHWEST ABOUT 450 METERS (1476) TO THE STATION ON A
 AB1730'HIGH DUNE.
 AB1730'
 AB1730'THE STATION IS A STEEL PLUG OR METAL STEM
 AB1730'THAT IS ---UNSTAMPED---,
 AB1730'SET INTO THE CENTER OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 AB1730'FLUSH WITH GROUND. LOCATED
 AB1730'5.49 METERS (18 FT) NORTHEAST FROM THE HIGH POINT OF A GRASS
 AB1730'COVERED DUNE.
 AB1730'
 AB1730'NO LIGHT SHOWN FROM THIS STATION.
 AB1730'
 AB1730'A HORTIZONTAL MEASUREMENT WAS MADE TO STATION LEIGH.
 AB1730'
 AB1730'DESCRIBED BY C. E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0513 ***********************************************************************
 DP0513  DESIGNATION -  CITY SERVICE OIL CO RADIO TWR
 DP0513  PID         -  DP0513
 DP0513  STATE/COUNTY-  TX/STONEWALL
 DP0513  USGS QUAD   -  KIOWA PEAK NE (1981)
 DP0513
 DP0513                         *CURRENT SURVEY CONTROL
 DP0513  ___________________________________________________________________
 DP0513* NAD 83(1993)-  33 23 41.50497(N)    100 00 13.99701(W)     ADJUSTED  
 DP0513* NAVD 88     -                                                        
 DP0513  ___________________________________________________________________
 DP0513  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DP0513  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DP0513
 DP0513  HORZ ORDER  -  THIRD
 DP0513
 DP0513.The horizontal coordinates were established by classical geodetic methods
 DP0513.and adjusted by the National Geodetic Survey in February 1996..
 DP0513
 DP0513
 DP0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0513
 DP0513.The geoid height was determined by GEOID03.
 DP0513
 DP0513;                    North         East     Units Scale Factor Converg.
 DP0513;SPC TXNC     - 2,192,642.284   460,106.293   MT  0.99989050   -0 49 12.8
 DP0513;SPC TXNC     - 7,193,693.89  1,509,532.06   sFT  0.99989050   -0 49 12.8
 DP0513;UTM  14      - 3,695,513.029   406,639.016   MT  0.99970746   -0 33 09.3
 DP0513
 DP0513                          SUPERSEDED SURVEY CONTROL
 DP0513
 DP0513  NAD 83(1993)-  33 23 41.50696(N)    100 00 13.99720(W) AD(       ) 4
 DP0513  NAD 83(1986)-  33 23 41.51088(N)    100 00 13.98929(W) AD(       ) 4
 DP0513  NAD 27      -  33 23 41.17700(N)    100 00 12.63702(W) AD(       ) 3
 DP0513
 DP0513.Superseded values are not recommended for survey control.
 DP0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0513.See file dsdata.txt to determine how the superseded data were derived.
 DP0513
 DP0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0663995513(NAD 83)
 DP0513_MARKER: 43 = RADIO/TV TOWER
 DP0513
 DP0513  HISTORY     - Date     Condition        Report By
 DP0513  HISTORY     - 1967     FIRST OBSERVED   USGS
 DP0513
 DP0513                          STATION DESCRIPTION
 DP0513
 DP0513'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DP0513'LOCATED IN THE NORTHEAST CORNER OF STONEWALL COUNTY, TEXAS AT
 DP0513'THE NORTHWEST CORNER OF THE OFFICE BUILDING OF THE CITY SERVICE
 DP0513'OIL COMPANY, STONEWALL GASOLINE PLANT.
 DP0513'
 DP0513'POINT OBSERVED WAS THE RED CLEARANCE LIGHT ON THE TOP OF A 300
 DP0513'FOOT RED AND WHITE RADIO ANTENNA.
 DP0513'
 DP0513'THIS STATION WAS INTERSECTED FROM STATIONS, HAMILTON ET 1966,
 DP0513'HUMP ET 1966, AND KIOWA 2 ET 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0539 ***********************************************************************
 AM0539  PACS        -  This is a Primary Airport Control Station.
 AM0539  DESIGNATION -  CITYPORT
 AM0539  PID         -  AM0539
 AM0539  STATE/COUNTY-  TX/MATAGORDA
 AM0539  USGS QUAD   -  BAY CITY NE (1972)
 AM0539
 AM0539                         *CURRENT SURVEY CONTROL
 AM0539  ___________________________________________________________________
 AM0539* NAD 83(1993)-  28 58 22.13763(N)    095 51 41.44270(W)     ADJUSTED  
 AM0539* NAVD 88     -        13.10   (meters)      43.0    (feet)  GPS OBS   
 AM0539  ___________________________________________________________________
 AM0539  X           -    -570,291.490 (meters)                     COMP
 AM0539  Y           -  -5,555,089.744 (meters)                     COMP
 AM0539  Z           -   3,071,259.079 (meters)                     COMP
 AM0539  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AM0539  ELLIP HEIGHT-         -13.60  (meters)          (10/24/00) GPS OBS
 AM0539  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AM0539
 AM0539  HORZ ORDER  -  B
 AM0539  ELLP ORDER  -  FOURTH    CLASS II
 AM0539
 AM0539.This mark is at Bay City Muni (3R1) Airport (3R1)
 AM0539
 AM0539.The horizontal coordinates were established by GPS observations
 AM0539.and adjusted by the National Geodetic Survey in February 1996..
 AM0539
 AM0539.The orthometric height was determined by GPS observations and a
 AM0539.high-resolution geoid model.
 AM0539
 AM0539.GPS derived orthometric heights for airport stations designated as
 AM0539.PACS or SACS are published to 2 decimal places.  This maintains
 AM0539.centimeter relative accuracy between the PACS and SACS.  It does
 AM0539.not indicate centimeter accuracy relative to other marks which are
 AM0539.part of the NAVD 88 network.
 AM0539
 AM0539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AM0539
 AM0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0539
 AM0539.The ellipsoidal height was determined by GPS observations
 AM0539.and is referenced to NAD 83.
 AM0539
 AM0539.The geoid height was determined by GEOID03.
 AM0539
 AM0539;                    North         East     Units Scale Factor Converg.
 AM0539;SPC TXSC     - 4,130,389.358   905,818.361   MT  0.99988308   +1 32 15.3
 AM0539;SPC TXSC     -13,551,119.09  2,971,839.07   sFT  0.99988308   +1 32 15.3
 AM0539;UTM  15      - 3,208,348.587   221,154.084   MT  1.00055963   -1 23 13.2
 AM0539
 AM0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0539!SPC TXSC     -   1.00000214  x   0.99988308  =   0.99988522
 AM0539!UTM  15      -   1.00000214  x   1.00055963  =   1.00056177
 AM0539
 AM0539:                Primary Azimuth Mark                     Grid Az
 AM0539:SPC TXSC     -  CITYPORT AZ MK                           307 15 02.6
 AM0539:UTM  15      -  CITYPORT AZ MK                           310 10 31.1
 AM0539
 AM0539|---------------------------------------------------------------------|
 AM0539| PID    Reference Object                     Distance      Geod. Az  |
 AM0539|                                                           dddmmss.s |
 AM0539| AM0540 CITYPORT AZ MK                      APPROX. 0.5 KM 3084717.9 |
 AM0539|---------------------------------------------------------------------|
 AM0539
 AM0539                          SUPERSEDED SURVEY CONTROL
 AM0539
 AM0539  ELLIP H (02/20/96)  -13.45   (m)                       GP(       ) 3 2
 AM0539  NAD 83(1993)-  28 58 22.13612(N)    095 51 41.44372(W) AD(       ) 3
 AM0539  ELLIP H (02/16/96)  -13.60   (m)                       GP(       ) 5 1
 AM0539  ELLIP H (01/21/93)  -13.87   (m)                       GP(       ) 4 2
 AM0539  NAD 83(1986)-  28 58 22.14859(N)    095 51 41.42175(W) AD(       ) 3
 AM0539  NAD 27      -  28 58 21.24744(N)    095 51 40.60028(W) AD(       ) 3
 AM0539  NGVD 29 (12/08/88)   13.2    (m)           43.     (f) GPS OBS        
 AM0539
 AM0539.Superseded values are not recommended for survey control.
 AM0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0539.See file dsdata.txt to determine how the superseded data were derived.
 AM0539
 AM0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2115408349(NAD 83)
 AM0539_MARKER: I = METAL ROD
 AM0539_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AM0539_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AM0539_STAMPING: CITYPORT 1987
 AM0539_MARK LOGO: NGS   
 AM0539_PROJECTION: FLUSH
 AM0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0539+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1995
 AM0539_ROD/PIPE-DEPTH: 9.0  meters
 AM0539_SLEEVE-DEPTH  : 0.91 meters
 AM0539
 AM0539  HISTORY     - Date     Condition        Report By
 AM0539  HISTORY     - 1987     MONUMENTED       NGS
 AM0539  HISTORY     - 19880427 GOOD
 AM0539  HISTORY     - 19950117 GOOD             NGS
 AM0539  HISTORY     - 19981115 GOOD             USPSQD
 AM0539
 AM0539                          STATION DESCRIPTION
 AM0539
 AM0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AM0539'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHEAST OF BAY CITY, AT
 AM0539'THE BAY CITY MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF BAY CITY, C/O
 AM0539'CHARLES WILLIAMS, CITY HALL, 1901 5TH STREET, BAY CITY, TX.TELEPHONE
 AM0539'NUMBER 409-244-5037.
 AM0539'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND FARM
 AM0539'ROAD 2540 IN VAN VLECK.  GO SOUTHEAST ON FARM ROAD 2540 FOR 5.9 KM
 AM0539'(3.65 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT ON
 AM0539'THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO A GATE AT THE
 AM0539'ADMINISTRATION BUILDING.  CONTINUE AHEAD SOUTHWEST ACROSS THE APRON
 AM0539'FOR ABOUT 50 M (164.0 FT) TO THE STATION ON THE RIGHT.
 AM0539'THE MARK IS SET 31.9 M (104.7 FT) NORTHEAST OF THE TAXIWAY, 31.9 M
 AM0539'(104.7 FT) SOUTH-SOUTHEAST OF THE WEST CORNER OF THE APRON, 15.1 M
 AM0539'(49.5 FT) NORTHWEST OF THE CENTERLINE OF A CONNECTOR, AND 10.8 M
 AM0539'(35.4 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE APRON.
 AM0539'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AM0539'DESCRIBED BY B.L.L.
 AM0539
 AM0539                          STATION RECOVERY (1988)
 AM0539
 AM0539'RECOVERED 1988
 AM0539'RECOVERED IN GOOD CONDITION.
 AM0539
 AM0539                          STATION RECOVERY (1995)
 AM0539
 AM0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AM0539'THE STATION IS LOCATED APPROXIMATELY 3.75 MI (6.03 KM) SOUTHEAST OF
 AM0539'BAY CITY AT THE BAY CITY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BAY
 AM0539'CITY.  FOR ACCESS TO THE STATION CONTACT MR.  CHARLES WILLIAMS,
 AM0539'AIRPORT MANAGER, ROUTE 3, BOX 154, BAY CITY, TX 77414, PHONE (409)
 AM0539'244-5037.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 AM0539'AND FARM ROAD 2540 IN VAN VLECK, GO SOUTHEAST ON FARM ROAD 2540 FOR
 AM0539'3.65 MI (5.87 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 AM0539'RIGHT AND PROCEED FOR 0.1 MI (0.2 KM) TO A GATE AT THE ADMINISTRATION
 AM0539'BUILDING.  PASS THROUGH THE GATE AND CONTINUE AHEAD SOUTHWEST ACROSS
 AM0539'THE APRON FOR ABOUT 164.0 FT (50.0 M) TO THE STATION ON THE RIGHT. THE
 AM0539'STATION IS 31.9 M (104.7 FT) NORTHEAST OF THE TAXIWAY, 31.9 M (104.7
 AM0539'FT) SOUTH-SOUTHEAST OF THE WEST CORNER OF THE APRON, 15.1 M (49.5 FT)
 AM0539'NORTHWEST OF THE CENTERLINE OF A CONNECTOR, AND 10.8 M (35.4 FT)
 AM0539'SOUTHWEST OF THE SOUTHWEST EDGE OF THE APRON.  THIS IS A PAC STATION.
 AM0539
 AM0539                          STATION RECOVERY (1998)
 AM0539
 AM0539'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0540 ***********************************************************************
 AM0540  SACS        -  This is a Secondary Airport Control Station.
 AM0540  DESIGNATION -  CITYPORT AZ MK
 AM0540  PID         -  AM0540
 AM0540  STATE/COUNTY-  TX/MATAGORDA
 AM0540  USGS QUAD   -  BAY CITY NE (1972)
 AM0540
 AM0540                         *CURRENT SURVEY CONTROL
 AM0540  ___________________________________________________________________
 AM0540* NAD 83(1993)-  28 58 33.01493(N)    095 51 56.83452(W)     ADJUSTED  
 AM0540* NAVD 88     -        13.07   (meters)      42.9    (feet)  GPS OBS   
 AM0540  ___________________________________________________________________
 AM0540  X           -    -570,689.437 (meters)                     COMP
 AM0540  Y           -  -5,554,885.771 (meters)                     COMP
 AM0540  Z           -   3,071,552.034 (meters)                     COMP
 AM0540  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AM0540  ELLIP HEIGHT-         -13.63  (meters)          (01/31/01) GPS OBS
 AM0540  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AM0540
 AM0540  HORZ ORDER  -  FIRST
 AM0540  ELLP ORDER  -  FOURTH    CLASS II
 AM0540
 AM0540.This mark is at Bay City Muni (3R1) Airport (3R1)
 AM0540
 AM0540.The horizontal coordinates were established by GPS observations
 AM0540.and adjusted by the National Geodetic Survey in February 1997..
 AM0540
 AM0540.The orthometric height was determined by GPS observations and a
 AM0540.high-resolution geoid model.
 AM0540
 AM0540.GPS derived orthometric heights for airport stations designated as
 AM0540.PACS or SACS are published to 2 decimal places.  This maintains
 AM0540.centimeter relative accuracy between the PACS and SACS.  It does
 AM0540.not indicate centimeter accuracy relative to other marks which are
 AM0540.part of the NAVD 88 network.
 AM0540
 AM0540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AM0540
 AM0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0540
 AM0540.The ellipsoidal height was determined by GPS observations
 AM0540.and is referenced to NAD 83.
 AM0540
 AM0540.The geoid height was determined by GEOID03.
 AM0540
 AM0540;                    North         East     Units Scale Factor Converg.
 AM0540;SPC TXSC     - 4,130,712.912   905,392.878   MT  0.99988275   +1 32 07.8
 AM0540;SPC TXSC     -13,552,180.61  2,970,443.13   sFT  0.99988275   +1 32 07.8
 AM0540;UTM  15      - 3,208,693.663   220,745.386   MT  1.00056245   -1 23 21.1
 AM0540
 AM0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0540!SPC TXSC     -   1.00000214  x   0.99988275  =   0.99988489
 AM0540!UTM  15      -   1.00000214  x   1.00056245  =   1.00056459
 AM0540
 AM0540:                Primary Azimuth Mark                     Grid Az
 AM0540:SPC TXSC     -  CITYPORT                                 127 15 02.7
 AM0540:UTM  15      -  CITYPORT                                 130 10 31.6
 AM0540
 AM0540|---------------------------------------------------------------------|
 AM0540| PID    Reference Object                     Distance      Geod. Az  |
 AM0540|                                                           dddmmss.s |
 AM0540| AM0539 CITYPORT                            APPROX. 0.5 KM 1284710.5 |
 AM0540|---------------------------------------------------------------------|
 AM0540
 AM0540                          SUPERSEDED SURVEY CONTROL
 AM0540
 AM0540  ELLIP H (02/04/97)  -13.48   (m)                       GP(       ) 4 2
 AM0540  NAD 83(1993)-  28 58 33.01382(N)    095 51 56.83551(W) AD(       ) 3
 AM0540  ELLIP H (02/16/96)  -13.63   (m)                       GP(       ) 5 1
 AM0540  ELLIP H (01/21/93)  -13.90   (m)                       GP(       ) 4 2
 AM0540  NAD 83(1986)-  28 58 33.02628(N)    095 51 56.81354(W) AD(       ) 3
 AM0540  NAD 27      -  28 58 32.12549(N)    095 51 55.99160(W) AD(       ) 3
 AM0540  NGVD 29 (12/08/88)   13.1    (m)           43.     (f) GPS OBS        
 AM0540
 AM0540.Superseded values are not recommended for survey control.
 AM0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0540.See file dsdata.txt to determine how the superseded data were derived.
 AM0540
 AM0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2074508694(NAD 83)
 AM0540_MARKER: I = METAL ROD
 AM0540_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AM0540_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AM0540_STAMPING: CITYPORT AZ MK 1987
 AM0540_MARK LOGO: NGS   
 AM0540_PROJECTION: RECESSED 8 CENTIMETERS
 AM0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0540+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1995
 AM0540_ROD/PIPE-DEPTH: 9.0  meters
 AM0540_SLEEVE-DEPTH  : 1.0 meters
 AM0540
 AM0540  HISTORY     - Date     Condition        Report By
 AM0540  HISTORY     - 1987     MONUMENTED       NGS
 AM0540  HISTORY     - 19880527 GOOD
 AM0540  HISTORY     - 19950117 GOOD             NGS
 AM0540  HISTORY     - 19961116 GOOD             USPSQD
 AM0540
 AM0540                          STATION DESCRIPTION
 AM0540
 AM0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AM0540'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHEAST OF BAY CITY, AT
 AM0540'THE BAY CITY MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF BAY CITY, C/O
 AM0540'CHARLES WILLIAMS, CITY HALL, 1901 5TH STREET, BAY CITY, TX.TELEPHONE
 AM0540'NUMBER 409-244-5037.
 AM0540'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND FARM
 AM0540'ROAD 2540 IN VAN VLECK.  GO SOUTHEAST ON FARM ROAD 2540 FOR 5.9 KM
 AM0540'(3.65 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT ON
 AM0540'THE ENTRANCE ROAD FOR 0.2 KM (0.10 MI) TO A GATE AT THE
 AM0540'ADMINISTRATION BUILDING.  CONTINUE AHEAD SOUTHWEST ACROSS THE APRON
 AM0540'FOR ABOUT 60 M (196.8 FT) TO THE TAXIWAY.  TURN RIGHT AND GO
 AM0540'NORTHWEST ON THE TAXIWAY FOR 0.6 KM (0.35 MI) TO THE MARK ON THE
 AM0540'LEFT, AT THE SOUTHEAST END OF A CROSS OVER.
 AM0540'THE MARK IS SET 50.8 M (166.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 AM0540'RUNWAY, 22.7 M (74.5 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 AM0540'CROSSOVER THE HOLDING BARS, AND 12.9 M (42.3 FT) SOUTHWEST OF THE
 AM0540'CENTERLINE OF THE TAXIWAY.
 AM0540'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AM0540'DESCRIBED BY B.L.L.
 AM0540
 AM0540                          STATION RECOVERY (1988)
 AM0540
 AM0540'RECOVERED 1988
 AM0540'RECOVERED IN GOOD CONDITION.
 AM0540
 AM0540                          STATION RECOVERY (1995)
 AM0540
 AM0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AM0540'THE STATION IS LOCATED APPROXIMATELY 3.75 MI (6.03 KM) SOUTHEAST OF
 AM0540'BAY CITY AT THE BAY CITY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BAY
 AM0540'CITY.  FOR ACCESS TO THE STATION CONTACT MR.  CHARLES WILLIAMS,
 AM0540'AIRPORT MANAGER, ROUTE 3, BOX 154, BAY CITY, TX 77414, PHONE (409)
 AM0540'244-5037.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 AM0540'AND FARM ROAD 2540 IN VAN VLECK, GO SOUTHEAST ON FARM ROAD 2540 FOR
 AM0540'3.65 MI (5.87 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 AM0540'RIGHT AND PROCEED FOR 0.1 MI (0.2 KM) TO A GATE AT THE ADMINISTRATION
 AM0540'BUILDING.  PASS THROUGH THE GATE AND CONTINUE AHEAD SOUTHWEST ACROSS
 AM0540'THE APRON FOR ABOUT 196.8 FT (60.0 M) TO THE TAXIWAY.  TURN RIGHT ON
 AM0540'THE TAXIWAY AND CONTINUE NORTHWEST FOR 0.35 MI (0.56 KM) TO THE
 AM0540'STATION ON THE LEFT (SOUTHEAST SIDE OF A CROSSOVER.  THE STATION IS
 AM0540'50.8 M (166.7 FT) NORTHEAST OF THE CENTERLINE OF THE RUNWAY, 22.7 M
 AM0540'(74.5 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE CROSSOVER AT THE
 AM0540'HOLD BARS, AND 12.9 M (42.3 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AM0540'TAXIWAY.
 AM0540
 AM0540                          STATION RECOVERY (1996)
 AM0540
 AM0540'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2878 ***********************************************************************
 CS2878  DESIGNATION -  CIVIC CENTER
 CS2878  PID         -  CS2878
 CS2878  STATE/COUNTY-  TX/DALLAS
 CS2878  USGS QUAD   -  IRVING (1981)
 CS2878
 CS2878                         *CURRENT SURVEY CONTROL
 CS2878  ___________________________________________________________________
 CS2878* NAD 83(1993)-  32 48 50.64487(N)    096 57 20.09352(W)     ADJUSTED  
 CS2878* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 CS2878  ___________________________________________________________________
 CS2878  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 CS2878  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CS2878
 CS2878  HORZ ORDER  -  THIRD
 CS2878
 CS2878.The horizontal coordinates were established by classical geodetic methods
 CS2878.and adjusted by the National Geodetic Survey in February 1996..
 CS2878.No horizontal observational check was made to the station.
 CS2878
 CS2878.The orthometric height was scaled from a topographic map.
 CS2878
 CS2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2878
 CS2878.The geoid height was determined by GEOID03.
 CS2878
 CS2878;                    North         East     Units Scale Factor Converg.
 CS2878;SPC TXNC     - 2,128,298.067   744,610.442   MT  0.99988117   +0 50 32.3
 CS2878;SPC TXNC     - 6,982,591.24  2,442,942.76   sFT  0.99988117   +0 50 32.3
 CS2878;UTM  14      - 3,632,525.772   691,397.516   MT  1.00005172   +1 06 29.7
 CS2878
 CS2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2878!SPC TXNC     -   0.99997770  x   0.99988117  =   0.99985888
 CS2878!UTM  14      -   0.99997770  x   1.00005172  =   1.00002942
 CS2878
 CS2878:                Primary Azimuth Mark                     Grid Az
 CS2878:SPC TXNC     -  IRVING                                   083 52 24.7
 CS2878:UTM  14      -  IRVING                                   083 36 27.3
 CS2878
 CS2878|---------------------------------------------------------------------|
 CS2878| PID    Reference Object                     Distance      Geod. Az  |
 CS2878|                                                           dddmmss.s |
 CS2878| CS2870 IRVING                              APPROX. 1.2 KM 0844257.0 |
 CS2878| CX9226 CIVIC CENTER RM 1                     6.890 METERS 14606     |
 CS2878| CX9227 CIVIC CENTER RM 2                     7.700 METERS 22433     |
 CS2878|---------------------------------------------------------------------|
 CS2878
 CS2878                          SUPERSEDED SURVEY CONTROL
 CS2878
 CS2878  NAD 83(1993)-  32 48 50.64716(N)    096 57 20.07622(W) AD(       ) 3
 CS2878  NAD 83(1986)-  32 48 50.65057(N)    096 57 20.07652(W) AD(       ) 3
 CS2878  NAD 27      -  32 48 50.19143(N)    096 57 19.06013(W) AD(       ) 3
 CS2878
 CS2878.Superseded values are not recommended for survey control.
 CS2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2878.See file dsdata.txt to determine how the superseded data were derived.
 CS2878
 CS2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9139832526(NAD 83)
 CS2878_MARKER: DS = TRIANGULATION STATION DISK
 CS2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2878
 CS2878  HISTORY     - Date     Condition        Report By
 CS2878  HISTORY     - 1977     MONUMENTED       NGS
 CS2878
 CS2878                          STATION DESCRIPTION
 CS2878
 CS2878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CS2878'THE STATION IS LOCATED ON THE ROOF OF THE CIVIC CENTER IN THE CITY
 CS2878'OF IRVING.
 CS2878'
 CS2878'STATION MARK IS A STANDARD DISK, SET IN A SQUARE CONCRETE BLOCK,
 CS2878'THAT IS ABOUT 6-INCHES HIGH AND THE DISK IS STAMPED CIVIC CENTER
 CS2878'1976.  IT IS 30 FEET NORTHEAST OF THE SOUTHWEST CORNER OF ROOF, 27
 CS2878'FEET NORTHWEST OF THE SOUTHEAST CORNER OF ROOF, 29 FEET SOUTHWEST
 CS2878'OF THE NORTHEAST CORNER OF ROOF, 31 FEET SOUTHEAST OF THE
 CS2878'NORTHWEST CORNER OF ROOF, AND 2.2 FEET SOUTH OF THE CENTER OF AN
 CS2878'AIR VENT OUTLET.
 CS2878'
 CS2878'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A SQUARE CONCRETE
 CS2878'BLOCK, THAT IS ABOUT 6-INCHES HIGH AND THE DISK IS STAMPED CIVIC
 CS2878'CENTER NO 1 1976.  IT IS 4.7 FEET NORTHWEST OF THE OUTER EDGE OF
 CS2878'THE SOUTHEAST CORNER OF ROOF.
 CS2878'
 CS2878'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A SQUARE CONCRETE
 CS2878'BLOCK THAT IS ABOUT 6-INCHES HIGH AND IS STAMPED CIVIC CENTER NO 2
 CS2878'1976.  IT IS 4.7 FEET NORTHEAST OF THE OUTER EDGE OF THE
 CS2878'SOUTHWEST CORNER OF ROOF.
 CS2878'
 CS2878'THE CIVIC CENTER COMPLEX IS LOCATED AT 825 W. IRVING BLVD.
 CS2878'
 CS2878'NEAREST TOWN--IN IRVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1207 ***********************************************************************
 AE1207  DESIGNATION -  CL 208 IBWC
 AE1207  PID         -  AE1207
 AE1207  STATE/COUNTY-  TX/STARR
 AE1207  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1207
 AE1207                         *CURRENT SURVEY CONTROL
 AE1207  ___________________________________________________________________
 AE1207* NAD 83(1986)-  26 25 37.     (N)    099 01 23.     (W)     SCALED    
 AE1207* NAVD 88     -        78.579  (meters)     257.80   (feet)  ADJUSTED  
 AE1207  ___________________________________________________________________
 AE1207  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AE1207  DYNAMIC HT  -          78.450 (meters)     257.38  (feet)  COMP
 AE1207  MODELED GRAV-     979,005.7   (mgal)                       NAVD 88
 AE1207
 AE1207  VERT ORDER  -  FIRST     CLASS II
 AE1207
 AE1207.The horizontal coordinates were scaled from a topographic map and have
 AE1207.an estimated accuracy of +/- 6 seconds.
 AE1207
 AE1207.The orthometric height was determined by differential leveling
 AE1207.and adjusted by the National Geodetic Survey in June 1991..
 AE1207
 AE1207.The geoid height was determined by GEOID03.
 AE1207
 AE1207.The dynamic height is computed by dividing the NAVD 88
 AE1207.geopotential number by the normal gravity value computed on the
 AE1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1207.degrees latitude (g = 980.6199 gals.).
 AE1207
 AE1207.The modeled gravity was interpolated from observed gravity values.
 AE1207
 AE1207;                    North         East    Units  Estimated Accuracy
 AE1207;SPC TX S     - 5,084,340.      247,830.      MT  (+/- 180 meters Scaled)
 AE1207
 AE1207                          SUPERSEDED SURVEY CONTROL
 AE1207
 AE1207  NGVD 29 (??/??/92)   78.620  (m)          257.94   (f) ADJ UNCH    1 2
 AE1207
 AE1207.Superseded values are not recommended for survey control.
 AE1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1207.See file dsdata.txt to determine how the superseded data were derived.
 AE1207
 AE1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ977229(NAD 83)
 AE1207_MARKER: DD = SURVEY DISK
 AE1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1207_STAMPING: C L 208 257.789
 AE1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1207+STABILITY: SURFACE MOTION
 AE1207
 AE1207  HISTORY     - Date     Condition        Report By
 AE1207  HISTORY     - UNK      MONUMENTED       IBWC
 AE1207  HISTORY     - 1956     GOOD             NGS
 AE1207  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1207
 AE1207                          STATION DESCRIPTION
 AE1207
 AE1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1207'1.4 MI N FROM ROMA.
 AE1207'1.4 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT
 AE1207'ROMA, 0.2 MILE NORTH OF A JUNCTION WITH FARM ROAD 650, 117.4 FEET
 AE1207'NORTHEAST OF THE NORTH END OF THE EAST HEADWALL OF A CULVERT, 61 FEET
 AE1207'EAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF A TELEPHONE
 AE1207'POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AE1207'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AE1207
 AE1207                          STATION RECOVERY (1981)
 AE1207
 AE1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1207'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0802 ***********************************************************************
 CV0802  DESIGNATION -  CLABBER
 CV0802  PID         -  CV0802
 CV0802  STATE/COUNTY-  TX/ANDREWS
 CV0802  USGS QUAD   -  CLABBER HILL RANCH (1968)
 CV0802
 CV0802                         *CURRENT SURVEY CONTROL
 CV0802  ___________________________________________________________________
 CV0802* NAD 83(1993)-  32 10 44.53909(N)    102 36 51.44555(W)     ADJUSTED  
 CV0802* NAVD 88     -       975.0    (meters)    3199.     (feet)  VERTCON   
 CV0802  ___________________________________________________________________
 CV0802  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 CV0802  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CV0802
 CV0802  HORZ ORDER  -  FIRST
 CV0802
 CV0802.The horizontal coordinates were established by classical geodetic methods
 CV0802.and adjusted by the National Geodetic Survey in February 1996..
 CV0802
 CV0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0802
 CV0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0802
 CV0802.The geoid height was determined by GEOID03.
 CV0802
 CV0802;                    North         East     Units Scale Factor Converg.
 CV0802;SPC TXNC     - 2,064,415.451   212,089.095   MT  0.99998765   -2 14 38.1
 CV0802;SPC TXNC     - 6,773,003.03    695,828.97   sFT  0.99998765   -2 14 38.1
 CV0802;SPC TX C     - 3,280,737.279   484,880.178   MT  1.00009284   -1 10 29.4
 CV0802;SPC TX C     -10,763,552.22  1,590,811.05   sFT  1.00009284   -1 10 29.4
 CV0802;UTM  13      - 3,562,775.910   724,932.379   MT  1.00022398   +1 16 15.9
 CV0802
 CV0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0802!SPC TXNC     -   0.99985060  x   0.99998765  =   0.99983825
 CV0802!SPC TX C     -   0.99985060  x   1.00009284  =   0.99994342
 CV0802!UTM  13      -   0.99985060  x   1.00022398  =   1.00007454
 CV0802
 CV0802:                Primary Azimuth Mark                     Grid Az
 CV0802:SPC TXNC     -  CLABBER AZ MK                            146 27 44.1
 CV0802:SPC TX C     -  CLABBER AZ MK                            145 23 35.4
 CV0802:UTM  13      -  CLABBER AZ MK                            142 56 50.1
 CV0802
 CV0802|---------------------------------------------------------------------|
 CV0802| PID    Reference Object                     Distance      Geod. Az  |
 CV0802|                                                           dddmmss.s |
 CV0802| CH8611 CLABBER AZ MK                                      1441306.0 |
 CV0802| CH8612 CLABBER RM 1                         30.614 METERS 14423     |
 CV0802| CH8613 CLABBER RM 2                         33.275 METERS 22612     |
 CV0802|---------------------------------------------------------------------|
 CV0802
 CV0802                          SUPERSEDED SURVEY CONTROL
 CV0802
 CV0802  NAD 83(1993)-  32 10 44.54105(N)    102 36 51.43784(W) AD(       ) 1
 CV0802  NAD 83(1986)-  32 10 44.53918(N)    102 36 51.43577(W) AD(       ) 1
 CV0802  NAD 27      -  32 10 44.13100(N)    102 36 49.87300(W) AD(       ) 1
 CV0802  NGVD 29 (07/19/86)  974.6    (m)         3198.     (f) VERT ANG       
 CV0802
 CV0802.Superseded values are not recommended for survey control.
 CV0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0802.See file dsdata.txt to determine how the superseded data were derived.
 CV0802
 CV0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR2493262776(NAD 83)
 CV0802_MARKER: DS = TRIANGULATION STATION DISK
 CV0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0802_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0802
 CV0802  HISTORY     - Date     Condition        Report By
 CV0802  HISTORY     - 1935     MONUMENTED       CGS
 CV0802  HISTORY     - 1938     GOOD             TXHD
 CV0802  HISTORY     - 1940     GOOD             LOCENG
 CV0802  HISTORY     - 1942     GOOD             CGS
 CV0802  HISTORY     - 1947     GOOD             STOGC
 CV0802  HISTORY     - 1947     GOOD             PHILIP
 CV0802  HISTORY     - 1957     GOOD             CGS
 CV0802  HISTORY     - 19970127 SEE DESCRIPTION  TXDOT
 CV0802  HISTORY     - 20030801 POOR             INDIV
 CV0802
 CV0802                          STATION DESCRIPTION
 CV0802
 CV0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0802'STATION CLABBER IS ABOUT 10 MILES SW OF ANDREWS AND IS LOCATED
 CV0802'NEAR THE TOP OF THE HIGHEST GROUP OF SAND DUNES IN THE VICINITY.
 CV0802'THE STATION IS ABOUT 4 MILES NNW OF THE CLABBERHILL WEST
 CV0802'WINDMILL AND IS ABOUT 0.5 MILE W OF A PIPE LINE AND A TRAIL.
 CV0802'THE MARK PROJECTS 4 INCHES.
 CV0802'
 CV0802'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0802'BRONZE DISKS SET IN CONCRETE.
 CV0802'
 CV0802'REFERENCE MARK NO. 1 IS SE OF THE STATION, AND PROJECTS 6 INCHES.
 CV0802'
 CV0802'REFERENCE MARK NO. 2 IS SW OF THE STATION, AND PROJECTS 6 INCHES.
 CV0802'
 CV0802'THE AZIMUTH MARK IS ABOUT 1.5 MILES SSE OF THE STATION.  IT
 CV0802'IS 51 FEET E OF THE E GATE POST OF A RED GATE AND IS 1-1/2 FEET
 CV0802'S OF THE FENCE.  THE MARK PROJECTS 10 INCHES.
 CV0802'
 CV0802'THE STATION IS REACHED FROM ODESSA, BY GOING N FROM THE COURT HOUSE,
 CV0802'ON STATE HIGHWAY 51, 18.5 MILES TURN OFF THE HIGHWAY, PASS OVER
 CV0802'A CATTLE GUARD, AND GO NORTHWESTERLY ON A TRAIL 3.4 MILES TAKE
 CV0802'THE LEFT FORK AND GO 0.2 MILE TO A GATE.  PASS THROUGH THE
 CV0802'GATE AND CONTINUE NORTHWESTERLY ON THE TRAIL 3.6 MILES.  TAKE
 CV0802'THE LEFT FORK AND GO 0.6 MILE TO A PIPE LINE AND CROSSROADS.
 CV0802'TURN RIGHT AND GO NORTHERLY ON THE PIPELINE TRAIL 2.2 MILES TO
 CV0802'THE CLABBERHILL WEST WINDMILL, ON THE W SIDE OF THE TRAIL.
 CV0802'CONTINUE NORTHERLY 1.3 MILES TO A RED WOODEN GATE.  (THE
 CV0802'AZIMUTH MARK IS E OF THIS GATE).  CONTINUE ON THE TRAIL 1.5
 CV0802'MILES.  TURN OFF THE TRAIL AND DRIVE WESTERLY ACROSS COUNTRY
 CV0802'0.5 MILE TO THE TOP OF THE SAND RIDGE AND THE STATION.  N OF
 CV0802'THE RED GATE THE SOIL IS VERY SANDY.
 CV0802'
 CV0802'A 20-FOOT TOWER WAS ERECTED.
 CV0802
 CV0802                          STATION RECOVERY (1938)
 CV0802
 CV0802'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0802'STATION WAS RECOVERED.  DESCRIPTION AS GIVEN BY W.R.P. IN
 CV0802'REACHING STATION IS SATISFACTORY.
 CV0802'
 CV0802'STATION AND REFERENCE MARKS WERE FOUND IN FAIR CONDITION.
 CV0802'ALSO THE AZIMUTH MARK WAS RECOVERED AND IN GOOD CONDITION.
 CV0802'
 CV0802'NOTE--SAND HAS BLOWN AWAY FROM THE STATION, LEAVING IT ABOUT
 CV0802'2.0 FEET ABOVE GROUND.
 CV0802
 CV0802                          STATION RECOVERY (1940)
 CV0802
 CV0802'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (WLH)
 CV0802'(FROM LETTER--W.L. HARRELL, MARSHALL FORD DAM, TEXAS, 7/3/40).
 CV0802'
 CV0802'LOCATED APPROXIMATELY 15 MILES SW OF ANDREWS, IN THE UNIVERSITY
 CV0802'OF TEXAS LANDS, UNDER LEASE TO A MR. ARNETT, OF LUBBOCK, TEXAS.
 CV0802'THE TOWER WAS LEFT STANDING UNDER THIS STATION WHICH CAUSED
 CV0802'EROSION AND THE STATION TO BE LOST.  THE DUNE ON WHICH THIS
 CV0802'STATION IS LOCATED HAS SHIFTED SO THAT IT IS AT AN ELEVATION
 CV0802'APPROXIMATELY 10 FEET HIGHER THAN WHEN THE STATION WAS SET.
 CV0802'THE REFERENCE MONUMENTS TO THIS STATION ARE ALSO LOST.
 CV0802'
 CV0802'SOMETIME AGO WE MADE A SURVEY IN ANDREWS COUNTY, TEXAS, IN
 CV0802'WHICH WE RAN ACROSS A STATION WHICH WE BELIEVED TO BE CLABBER
 CV0802'HILL.
 CV0802
 CV0802                          STATION RECOVERY (1942)
 CV0802
 CV0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (RAJ)
 CV0802'NEAR SOUTH LINE OF S 17, UNIVERSITY BLK. 9, ABOUT 10 MILES,
 CV0802'AIRLINE SOUTHWEST OF ANDREWS, TEXAS.
 CV0802'
 CV0802'TO REACH FROM ANDREWS COURT HOUSE (1942), GO SOUTH ON STATE
 CV0802'HIGHWAY 51, TEN MILES TO GATE ON WEST SIDE OF HIGHWAY.  GATE
 CV0802'IS AMONG PLANTED TREES ON HIGHWAY AND OPPOSITE A GATE ON THE
 CV0802'EAST SIDE OF THE HIGHWAY, 1/4 MILE FROM A WINDMILL EAST.  GATE
 CV0802'IS 4.5 MILES SOUTH ALONG HIGHWAY FROM A T ROAD WEST (JUST NORTH
 CV0802'OF A BEND IN THE HIGHWAY).  GO THROUGH GATE AND WEST 0.95 MILE
 CV0802'TO WINDMILL.  CONTINUE WEST 1.3 MILES TO TWIN WINDMILLS.  GO
 CV0802'THROUGH GATE ON THE EAST SIDE OF WINDMILLS AND AROUND TO
 CV0802'ANOTHER GATE 0.15 MILE ON SOUTH SIDE OF WINDMILLS.  FOLLOW
 CV0802'TRAIL WEST 1.8 MILES TO WIRE GATE WITH TALL IRON POSTS,
 CV0802'TAKING THE RIGHT-HAND FORK AT 1.35 MILES.  CONTINUE WEST FROM
 CV0802'GATE 1.55 MILES TO SECOND TWIN WINDMILLS AT EARTH TANK
 CV0802'WITH SIDES ABOUT 10 FT HIGH.  GO AROUND LEFT SIDE OF WINDMILLS
 CV0802'AND FOLLOW TRAIL WEST 1.2 MILES TO NORTH-SOUTH PIPE LINE,
 CV0802'TAKING RIGHT-HAND FORK AT 0.95 MILE.  GO 0.6 MILE WEST FROM
 CV0802'PIPE LINE ON DIM TRACK ROAD.  STATION IS ABOUT 300 FT NORTH
 CV0802'OF THIS POINT ON TRACK ROAD, IN A DEPRESSION ON TOP OF HIGH
 CV0802'SAND DUNE.
 CV0802'
 CV0802'STATION IS ABOUT 7-1/2 MILES WEST FROM A GATE ON HIGHWAY.  IT
 CV0802'IS ONLY 1.4 MILES EAST OF A FENCED NORTH-SOUTH PUBLIC ROAD.
 CV0802'
 CV0802'STATION SURFACE MARK HAS FALLEN, BUT THE UNDERGROUND MARK APPEARS
 CV0802'INTACT.  REFERENCE MARKS ARE INTACT.
 CV0802'
 CV0802'AZIMUTHS FROM TRUE SOUTH WERE OBSERVED.
 CV0802'
 CV0802'THE MAGNETIC DECLINATION FOUND THERE WAS 11-1/4 DEG EAST OF NORTH.
 CV0802
 CV0802                          STATION RECOVERY (1947)
 CV0802
 CV0802'RECOVERY NOTE BY STANOLIND OIL AND GAS COMPANY 1947 (WSW)
 CV0802'SURFACE MARK WAS FOUND OUT OF THE GROUND.  THE SUB-SURFACE
 CV0802'MARK WAS FOUND IN PLACE.  THE REFERENCE MARKS WERE RECOVERED
 CV0802'IN GOOD CONDITION.  THE SURFACE MONUMENT WAS REPLACED IN POSITION
 CV0802'OVER THE UNDERGROUND MARK.
 CV0802
 CV0802                          STATION RECOVERY (1947)
 CV0802
 CV0802'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0802'STATION MARK IS ON ITS SIDE AND IS STAMPED CLABBER 1935.  BOTH
 CV0802'REFERENCE MARKS IN PLACE BUT PROJECTING 20 INCHES.  UNDERGROUND
 CV0802'MARK IS IN VERY LOOSE SAND AND IS 8 INCHES BELOW SURFACE.  NOT
 CV0802'RESET DUE TO INACCESSABILITY OF STATION.  AZIMUTH MARK IN PERFECT
 CV0802'CONDITION AND FOUND 2 INCHES BELOW SURFACE.
 CV0802
 CV0802                          STATION RECOVERY (1957)
 CV0802
 CV0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RP)
 CV0802'THE STATION WAS ESTABLISHED ON THE SUMMIT OF A LARGE SAND DUNE.
 CV0802'THE DUNE ERODED TO THE POINT WHERE THE CONCRETE POST SIMPLY
 CV0802'FELL OVER.  THE REFERENCE POINTS ARE STILL IN EXCELLENT CONDITION.
 CV0802'I REMOVED THE BRASS MARKER FROM THE STATION.
 CV0802
 CV0802                          STATION RECOVERY (1997)
 CV0802
 CV0802'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (MJN)
 CV0802'CLABBER 1935 DISK IS IN GOOD CONDITION, MONUMENT -UNDERGROUND- HAS
 CV0802'BEEN RESET BY OTHERS.  CLABBER RM 1 IS GOOD.  CLABBER RM 2 IS GOOD.
 CV0802'THE UNDERGROUND MARK HAS BLOW OUT AND FALLEN OVER IN THE PAST. OTHERS
 CV0802'HAVE SET IT BACK IN AN UPRIGHT POSITION.  DISTANCE FROM RM 1 AND RM 2
 CV0802'DO NOT CHECK WITH PUBLISHED DATA.  A GPS TRAVERSE FROM STATION
 CV0802'-CRANCH- SECOND ORDER CONFIRMS THAT MONUMENT -CLABBER- IS NO WHERE
 CV0802'NEAR ITS ORIGINAL POSITION.
 CV0802
 CV0802                          STATION RECOVERY (2003)
 CV0802
 CV0802'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 CV0802'N 32.10.744 W 102.36.857
 CV0802'FOUND OLD MONUMENT WITH DISK REMOVED AS REFERENCED TO, BUT ALSO FOUND
 CV0802'WHAT I SUSPECT IS THE UNDERGROUND MARKER UNCOVERED NOW, IT'S SMALLER
 CV0802'THAN THE ABOVE GROUND AND THE DISK IS STAMPED CLABBER.
 CV0802'REFERENCE-1 N32 10.730' W102 36.847'
 CV0802'REFERENCE-2 N32 10.730' W102 36.873'
 CV0802'AZIMUTH NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5258 ***********************************************************************
 AH5258  DESIGNATION -  CLAIRETTE ET
 AH5258  PID         -  AH5258
 AH5258  STATE/COUNTY-  TX/ERATH
 AH5258  USGS QUAD   -  CLAIRETTE (1979)
 AH5258
 AH5258                         *CURRENT SURVEY CONTROL
 AH5258  ___________________________________________________________________
 AH5258* NAD 83(1993)-  32 03 26.39288(N)    098 06 38.06522(W)     ADJUSTED  
 AH5258* NAVD 88     -       362.8    (meters)    1190.     (feet)  VERTCON   
 AH5258  ___________________________________________________________________
 AH5258  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AH5258  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AH5258
 AH5258  HORZ ORDER  -  THIRD
 AH5258
 AH5258.The horizontal coordinates were established by classical geodetic methods
 AH5258.and adjusted by the National Geodetic Survey in July 1998..
 AH5258
 AH5258.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5258
 AH5258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5258
 AH5258.The geoid height was determined by GEOID03.
 AH5258
 AH5258;                    North         East     Units Scale Factor Converg.
 AH5258;SPC TXNC     - 2,043,390.598   636,775.923   MT  1.00002192   +0 12 44.6
 AH5258;SPC TXNC     - 6,704,023.99  2,089,155.67   sFT  1.00002192   +0 12 44.6
 AH5258;UTM  14      - 3,547,136.375   583,960.237   MT  0.99968693   +0 28 19.6
 AH5258
 AH5258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5258!SPC TXNC     -   0.99994735  x   1.00002192  =   0.99996927
 AH5258!UTM  14      -   0.99994735  x   0.99968693  =   0.99963429
 AH5258
 AH5258                          SUPERSEDED SURVEY CONTROL
 AH5258
 AH5258  NGVD 29 (07/28/98)  362.7    (m)         1190.     (f) VERT ANG       
 AH5258
 AH5258.Superseded values are not recommended for survey control.
 AH5258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5258.See file dsdata.txt to determine how the superseded data were derived.
 AH5258
 AH5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA8396047136(NAD 83)
 AH5258_MARKER: DS = TRIANGULATION STATION DISK
 AH5258_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5258_PROJECTION: FLUSH
 AH5258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5258+STABILITY: SURFACE MOTION
 AH5258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5258+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 AH5258
 AH5258  HISTORY     - Date     Condition        Report By
 AH5258  HISTORY     - 1961     MONUMENTED       USGS
 AH5258  HISTORY     - 20051027 GOOD             INDIV
 AH5258
 AH5258                          STATION DESCRIPTION
 AH5258
 AH5258'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH5258'STATION IS LOCATED ABOUT 2 MI. N. AND 1 MI. E. OF CLAIRETTE, TEXAS, ON
 AH5258'A RIDGE AT A CORRAL, 18 FT. NE. OF CENTERLINE OF A GRADED RD., 4 FT.
 AH5258'NW. OF A FENCE.
 AH5258'TO REACH FROM CLAIRETTE, PROCEED SE. ALONG STATE HIGHWAY 6 FOR 0.4
 AH5258'MI., THENCE LEFT ALONG DIRT RD. E. 0.6 MI. TO T-RD. NW., THENCE LEFT
 AH5258'(NW.) FOR 1.0 MI. TO STATION SITE.
 AH5258'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 3
 AH5258'IN. AND STAMPED---CLAIRETTE ET 1961---.
 AH5258
 AH5258                          STATION RECOVERY (2005)
 AH5258
 AH5258'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WRE)
 AH5258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2202 ***********************************************************************
 AN2202  DESIGNATION -  CLAPPER
 AN2202  PID         -  AN2202
 AN2202  STATE/COUNTY-  TX/MATAGORDA
 AN2202  USGS QUAD   -  BLESSING SE (1995)
 AN2202
 AN2202                         *CURRENT SURVEY CONTROL
 AN2202  ___________________________________________________________________
 AN2202* NAD 83(1993)-  28 50 59.70846(N)    096 04 20.77299(W)     ADJUSTED  
 AN2202* NAVD 88     -        11.96   (+/-2cm)      39.2    (feet)  VERTCON   
 AN2202  ___________________________________________________________________
 AN2202  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AN2202  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN2202
 AN2202  HORZ ORDER  -  FIRST
 AN2202  VERT ORDER  -  THIRD ? (See Below)
 AN2202
 AN2202.The horizontal coordinates were established by classical geodetic methods
 AN2202.and adjusted by the National Geodetic Survey in February 1996..
 AN2202
 AN2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2202.The vertical order pertains to the NGVD 29 superseded value.
 AN2202
 AN2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2202
 AN2202.The geoid height was determined by GEOID03.
 AN2202
 AN2202;                    North         East     Units Scale Factor Converg.
 AN2202;SPC TXSC     - 4,116,240.889   885,610.893   MT  0.99989881   +1 26 03.3
 AN2202;SPC TXSC     -13,504,700.32  2,905,541.74   sFT  0.99989881   +1 26 03.3
 AN2202;UTM  14      - 3,194,881.016   785,622.246   MT  1.00060687   +1 24 48.8
 AN2202;UTM  15      - 3,195,238.625   200,236.284   MT  1.00070906   -1 29 01.0
 AN2202
 AN2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2202!SPC TXSC     -   1.00000234  x   0.99989881  =   0.99990115
 AN2202!UTM  14      -   1.00000234  x   1.00060687  =   1.00060921
 AN2202!UTM  15      -   1.00000234  x   1.00070906  =   1.00071140
 AN2202
 AN2202|---------------------------------------------------------------------|
 AN2202| PID    Reference Object                     Distance      Geod. Az  |
 AN2202|                                                           dddmmss.s |
 AN2202| CV7035 CLAPPER RM 2                         20.178 METERS 01256     |
 AN2202| CV7037 CLAPPER RM 4                         44.056 METERS 01409     |
 AN2202| CV7038 CLAPPER 2 RM 5                        8.500 METERS 01409     |
 AN2202| CV7036 CLAPPER RM 3                                       01413     |
 AN2202| AM0531 STEINMEYER                          APPROX.19.9 KM 0604259.4 |
 AN2202| AM0516 TEXAS GULF SULPHUR CO E STACK       APPROX.21.9 KM 1245901.5 |
 AN2202| AM0518 TEXAS GULF SULPHUR CO W STACK       APPROX.21.9 KM 1250302.1 |
 AN2202| AN2230 PALACIOS MUNICIPAL TANK             APPROX.21.5 KM 2205655.2 |
 AN2202| AN2232 CAMP HULEN TANK                     APPROX.24.1 KM 2251429.7 |
 AN2202| AN2204 CLAPPER 2                            38.394 METERS 22944     |
 AN2202| AN2205 CLAPPER 2 RM 6                      278.882 METERS 23844     |
 AN2202| AN2203 CLAPPER RM 1                         20.144 METERS 27046     |
 AN2202|---------------------------------------------------------------------|
 AN2202
 AN2202                          SUPERSEDED SURVEY CONTROL
 AN2202
 AN2202  NAD 83(1986)-  28 50 59.71505(N)    096 04 20.75330(W) AD(       ) 1
 AN2202  NAD 27      -  28 50 58.77000(N)    096 04 19.89300(W) AD(       ) 1
 AN2202  NGVD 29 (07/19/86)   12.00   (m)           39.4    (f) LEVELING    3  
 AN2202
 AN2202.Superseded values are not recommended for survey control.
 AN2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2202.See file dsdata.txt to determine how the superseded data were derived.
 AN2202
 AN2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS8562294881(NAD 83)
 AN2202_MARKER: DS = TRIANGULATION STATION DISK
 AN2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2202
 AN2202  HISTORY     - Date     Condition        Report By
 AN2202  HISTORY     - 1931     MONUMENTED       CGS
 AN2202  HISTORY     - 1935     GOOD             CGS
 AN2202  HISTORY     - 1937     GOOD             TXHD
 AN2202  HISTORY     - 1958     SEE DESCRIPTION  DOWCO
 AN2202  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2202  HISTORY     - 1976     GOOD             NGS
 AN2202
 AN2202                          STATION DESCRIPTION
 AN2202
 AN2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2202'ABOUT 11 MILES SW OF BAY CITY, 3 MILES S OF VILLAGE OF BUCKEYE,
 AN2202'ON THE CLAPPER RANCH, BELONGING TO THE E.H. PIERCE ESTATE.
 AN2202'STATION IS ON E SIDE OF ROAD, 38 FEET E OF CENTER LINE,
 AN2202'490.5 FEET N OF GATEPOST AT GATE TO CLAPPER RANCH, 119 FEET
 AN2202'W OF GALVANIZED IRON PIPE 2 INCHES IN DIAMETER, STANDING
 AN2202'3 FEET ABOVE GROUND, AND HAVING A T CONNECTION WITH SHORT
 AN2202'SECTION OF PIPE EXTENDING TO W.  REACHED FROM BAY CITY BY STATE
 AN2202'ROAD NO. 58 W ABOUT 6 MILES TO MARKHAM, A VILLAGE A
 AN2202'SHORT DISTANCE N OF THE PAVING, FOLLOW DIRT ROAD S FROM
 AN2202'MARKHAM 4-1/2 MILES TO BUCKEYE, CONTINUE S ON DIRT ROAD
 AN2202'0.7 MILE FROM STORE TO FORK IN ROAD, TAKE RIGHT-HAND
 AN2202'FORK AND GO 3.0 MILES TO STATION.
 AN2202'
 AN2202'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 AN2202'MARKS IN CONCRETE.
 AN2202'
 AN2202'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 AN2202'
 AN2202'REFERENCE MARK NO. 1 IS 1 FOOT E OF FENCE ON W SIDE OF ROAD,
 AN2202'AND 0.3 MILE FROM STATION.
 AN2202'REFERENCE MARK NO. 2 IS IN FENCE LINE ON W SIDE OF ROAD,
 AN2202'66.2 FEET FROM STATION.
 AN2202'
 AN2202'BEARING FROM STATION TO TIP OF SILO ROOF, DISTANT 3/4 MILE,
 AN2202'IS S 40 DEG 21 MIN E.
 AN2202
 AN2202                          STATION RECOVERY (1935)
 AN2202
 AN2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AN2202'STATION RECOVERED.  ALL MARKS IN GOOD CONDITION, ONE REFERENCE
 AN2202'MARK WAS ESTABLISHED.
 AN2202'
 AN2202'THIS STATION IS ABOUT 11 MILES SW OF BAY CITY AND 3 MILES
 AN2202'S OF THE VILLAGE OF BUCKEYE, ON THE CLAPPER RANCH, BELONGING
 AN2202'TO THE E.H. PIERCE ESTATE.  THE MARK IS SET IN A PASTURE,
 AN2202'3 FEET E OF THE FENCE LINE, 40 FEET E OF THE CENTER LINE
 AN2202'OF THE ROAD, 490 FEET N OF THE GATE AT THE ENTRANCE TO THE
 AN2202'RANCH, 119 FEET W OF A 2-INCH PIPE IN PASTURE, STICKING
 AN2202'OUT OF GROUND ABOUT 3 FEET.  MARK PROJECTS 4 INCHES.
 AN2202'
 AN2202'REFERENCE MARK NO. 1 IS W OF THE STATION, 1 FOOT E OF THE
 AN2202'FENCE LINE, 25 FEET W OF THE CENTER LINE OF THE ROAD AND
 AN2202'PROJECTS 5 INCHES.  REFERENCE MARK NO. 2 IS N OF THE STATION,
 AN2202'1 FOOT E OF THE FENCE LINE, 18 FEET W OF THE CENTER LINE
 AN2202'OF THE ROAD AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 3,
 AN2202'1935, A STANDARD BRONZE DISK SET IN A SQUARE BLOCK OR POST
 AN2202'OF CONCRETE, IS N OF THE STATION, 1 FOOT E OF THE FENCE LINE,
 AN2202'38 FEET E OF THE CENTER LINE OF THE ROAD AND PROJECTS 4
 AN2202'INCHES.
 AN2202'
 AN2202'REACHED FROM COURTHOUSE IN BAY CITY, GO W ON T-35, 6.3 MILES
 AN2202'TO SHELL ROAD TO S, 0.1 MILE W OF PAVED ROAD LEADING N TO
 AN2202'MARKHAM, GO S ON THIS ROAD 4.1 MILES TO RAILROAD TRACKS
 AN2202'AND TOWN OF BUCKEYE, CONTINUE S ON ROAD 0.8 MILE TO FORKS,
 AN2202'TAKE RIGHT FORK FOR 2.9 MILES TO THE STATION ON LEFT.
 AN2202'
 AN2202'A 90-FOOT TOWER WAS USED.
 AN2202'
 AN2202'ALL LIGHTS COME INTO VIEW AT 68 FEET.
 AN2202
 AN2202                          STATION RECOVERY (1937)
 AN2202
 AN2202'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN2202'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 AN2202
 AN2202                          STATION RECOVERY (1958)
 AN2202
 AN2202'RECOVERY NOTE BY DOW CHEMICAL COMPANY 1958 (EWM)
 AN2202'RECOVERY BY E.W. MEYER, REFERENCE TO LETTER DATED APRIL
 AN2202'30, 1958 FROM HERMAN D. SMITH, SURVEYOR, DOW CHEMICAL COMPANY.
 AN2202'
 AN2202'STATION RECOVERED AS DESCRIBED.  THE STATION SURFACE MARK
 AN2202'APPEARS TO BE SLIGHTLY DISTURBED.  THE FIRST SET OF OBSERVATIONS
 AN2202'SHOWN IN THE BOX SCORE WERE MADE FROM THE STATION AS RECOVERED.
 AN2202'
 AN2202'THE 1935 OBSERVED DISTANCES OF R.M. NO. 1 AND R.M. NO. 3
 AN2202'USED AS RADII, WERE SCRIBED ON THE STATION MARK AND INTERSECTED
 AN2202'AT A POINT + 0.23 FOOT N.N.E. OF THE POINT IN THE DISK
 AN2202'AND THE SECOND SET OF OBSERVATIONS SHOWN IN THE BOX SCORE WERE
 AN2202'MADE FROM THIS POINT.
 AN2202'
 AN2202'INSPECTION OF THE STATION SURFACE MARK NOTES THAT IT IS
 AN2202'TILTED IN A S.S.W. DIRECTION.
 AN2202
 AN2202                          STATION RECOVERY (1969)
 AN2202
 AN2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2202'STATION SURFACE MARK FOUND IN POOR CONDITION.  UNDERGROUND
 AN2202'STATION MARK, REFERENCE MARK NO. 1 WERE FOUND TO BE IN GOOD
 AN2202'CONDITION.  REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT
 AN2202'FOUND.  REFERENCE MARK NO. 3 WAS FOUND TO BE DESTROYED.
 AN2202'UNDERGROUND STATION MARK WAS LOWERED AND RE-MARKED IN ITS
 AN2202'PRECISE ORIGINAL POSITION.  A SURFACE STATION MARK WAS SET
 AN2202'DIRECTLY OVER THE SUB-MARK.  ONE NEW REFERENCE MARK WAS
 AN2202'SET.
 AN2202'
 AN2202'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 11 MILES
 AN2202'SOUTHWEST OF BAY CITY, AND 3 MILES SOUTH OF THE VILLAGE OF
 AN2202'BUCKEYE, ALONG THE EAST SIDE OF A SHELL ROAD, IN A CULTIVATED
 AN2202'AREA.
 AN2202'
 AN2202'TO REACH THE STATION FROM THE COURT HOUSE IN BAY CITY, GO
 AN2202'WEST ON STATE HIGHWAY 35 FOR 6.2 MILES TO THE JUNCTION OF
 AN2202'FARM ROAD 1468.  TURN LEFT, GO SOUTH ON FARM ROAD 1468 FOR
 AN2202'4.0 MILES TO RAIL ROAD CROSSING AT BUCKEYE.  CONTINUE SOUTH
 AN2202'ON A SHELL ROAD FOR 3.6 MILES TO STATION ON THE LEFT.
 AN2202'
 AN2202'STATION MARKS ARE STANDARD DISKS, STAMPED CLAPPER 1931 1969.
 AN2202'SURFACE STATION DISK IS SET IN A 12 IN X 12 IN CONCRETE
 AN2202'POST WHICH PROJECTS 5 INCHES.  IT IS 37.5 FEET EAST OF CENTER
 AN2202'LINE OF ROAD, 166 FEET SOUTH OF A POWER LINE POLE, 187 FEET
 AN2202'NORTH OF A POWER LINE POLE, AND 2.5 FEET EAST OF THE RIGHT-OF-WAY
 AN2202'FENCE AND METAL WITNESS POST.
 AN2202'
 AN2202'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CLAPPER NO
 AN2202'1 1931 1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 AN2202'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 26.5 FEET WEST OF
 AN2202'CENTER LINE OF ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE
 AN2202'AND METAL WITNESS POST.
 AN2202'
 AN2202'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED CLAPPER NO
 AN2202'4 1931 1969, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 AN2202'PROJECTS 5 INCHES ABOVE GROUND.  IT IS 33 FEET EAST OF CENTER
 AN2202'LINE OF ROAD, 20.5 FEET SOUTH OF A POWER LINE POLE, AND
 AN2202'1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 AN2202'
 AN2202'UNDERGROUND STATION MARK DISK IS SET IN A ROUND CONCRETE
 AN2202'POST 8 INCHES IN DIAMETER AND IS 40 INCHES BELOW SURFACE
 AN2202'OF GROUND.
 AN2202'
 AN2202'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 AN2202'SOUTH OF BUCKEYE
 AN2202
 AN2202                          STATION RECOVERY (1976)
 AN2202
 AN2202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AN2202'STATION MARK, REFERENCE MARKS NO. 1 AND 4, WERE RECOVERED AS
 AN2202'DESCRIBED IN 1969 AND FOUND IN GOOD CONDITION.
 AN2202'
 AN2202'AZIMUTH MARK WAS FOUND TO HAVE BEEN DESTROYED.
 AN2202'
 AN2202'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 AN2202'
 AN2202'THE STATION MARK AND REFERENCE MARK NO. 4, WILL BE DESTROYED BY THE
 AN2202'CONSTRUCTION OF A RAILROAD TRACK.
 AN2202'
 AN2202'CLAPPER 2 WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA AND A
 AN2202'TRAVERSE TIE WAS MADE BETWEEN THE TWO STATIONS.
 AN2202'
 AN2202'POLARIS WAS ALSO OBSERVTED AT THIS TIME.
 AN2202'
 AN2202'SEE DESCRIPTION TO CLAPPER 2 1976.
 AN2202'
 AN2202'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BUCKEYE SOUTH
 AN2202'3-MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2204 ***********************************************************************
 AN2204  DESIGNATION -  CLAPPER 2
 AN2204  PID         -  AN2204
 AN2204  STATE/COUNTY-  TX/MATAGORDA
 AN2204  USGS QUAD   -  BLESSING SE (1995)
 AN2204
 AN2204                         *CURRENT SURVEY CONTROL
 AN2204  ___________________________________________________________________
 AN2204* NAD 83(1993)-  28 50 58.90237(N)    096 04 21.85376(W)     ADJUSTED  
 AN2204* NAVD 88     -        12.29   (+/-2cm)      40.3    (feet)  VERTCON   
 AN2204  ___________________________________________________________________
 AN2204  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AN2204  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN2204
 AN2204  HORZ ORDER  -  SECOND
 AN2204  VERT ORDER  -  THIRD ? (See Below)
 AN2204
 AN2204.The horizontal coordinates were established by classical geodetic methods
 AN2204.and adjusted by the National Geodetic Survey in February 1996..
 AN2204
 AN2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2204.The vertical order pertains to the NGVD 29 superseded value.
 AN2204
 AN2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2204
 AN2204.The geoid height was determined by GEOID03.
 AN2204
 AN2204;                    North         East     Units Scale Factor Converg.
 AN2204;SPC TXSC     - 4,116,215.349   885,582.232   MT  0.99989885   +1 26 02.8
 AN2204;SPC TXSC     -13,504,616.52  2,905,447.71   sFT  0.99989885   +1 26 02.8
 AN2204;UTM  14      - 3,194,855.468   785,593.555   MT  1.00060667   +1 24 48.2
 AN2204;UTM  15      - 3,195,214.557   200,206.336   MT  1.00070928   -1 29 01.5
 AN2204
 AN2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2204!SPC TXSC     -   1.00000228  x   0.99989885  =   0.99990113
 AN2204!UTM  14      -   1.00000228  x   1.00060667  =   1.00060896
 AN2204!UTM  15      -   1.00000228  x   1.00070928  =   1.00071157
 AN2204
 AN2204|---------------------------------------------------------------------|
 AN2204| PID    Reference Object                     Distance      Geod. Az  |
 AN2204|                                                           dddmmss.s |
 AN2204| AN2203 CLAPPER RM 1                         26.705 METERS 02003     |
 AN2204| AN2202 CLAPPER                              38.394 METERS 04944     |
 AN2204| AN2205 CLAPPER 2 RM 6                      241.035 METERS 24009     |
 AN2204|---------------------------------------------------------------------|
 AN2204
 AN2204                          SUPERSEDED SURVEY CONTROL
 AN2204
 AN2204  NAD 83(1986)-  28 50 58.90888(N)    096 04 21.83414(W) AD(       ) 2
 AN2204  NAD 27      -  28 50 57.96382(N)    096 04 20.97376(W) AD(       ) 2
 AN2204  NGVD 29 (07/19/86)   12.33   (m)           40.5    (f) LEVELING    3  
 AN2204
 AN2204.Superseded values are not recommended for survey control.
 AN2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2204.See file dsdata.txt to determine how the superseded data were derived.
 AN2204
 AN2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS8559494855(NAD 83)
 AN2204_MARKER: DS = TRIANGULATION STATION DISK
 AN2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2204_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2204
 AN2204  HISTORY     - Date     Condition        Report By
 AN2204  HISTORY     - 1976     MONUMENTED       NGS
 AN2204
 AN2204                          STATION DESCRIPTION
 AN2204
 AN2204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AN2204'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF BAY CITY, 9
 AN2204'MILES EAST OF BLESSING, 3 MILES SOUTH OF BUCKEYE AND ON THE WEST
 AN2204'SIDE OF ROAD.
 AN2204'
 AN2204'TO REACH FROM THE CITY SQUARE IN BAY CITY, GO WEST ON STATE HIGHWAY
 AN2204'36 FOR 6.1 MILES TO THE JUNCTION OF FARM ROAD 1468.  TURN LEFT AND
 AN2204'GO SOUTH ON FARM ROAD 1468 FOR 4.0 MILES TO RAILROAD CROSSING IN
 AN2204'BUCKEYE.  CONTINUE SOUTH ON MAIN SHELL ROAD FOR 3.6 MILES TO
 AN2204'STATION ON THE RIGHT.  (NOTE--THIS IS 0.1 MILE BEFORE REACHING
 AN2204'CURVE IN ROAD, THE ROAD WILL BEAR RIGHT AND GO WEST).
 AN2204'
 AN2204'TO REACH REFERENCE MARK NO. 6 AZI. FROM THE STATION, CONTINUE
 AN2204'SOUTH FOR 0.1 MILE, TURN RIGHT AND FOLLOW MAIN ROAD WEST FOR 0.1
 AN2204'MILE TO GATE ON THE LEFT AND MARK ON THE LEFT.
 AN2204'
 AN2204'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 AN2204'POST, THAT PROJECTS ABOUT 12-INCHES AND IS STAMPED CLAPPER 2 1976.
 AN2204'IT IS 34 FEET WEST OF THE CENTER OF ROAD, 7 FEET WEST OF
 AN2204'FENCE-LINE, 7 FEET WEST OF A METAL WITNESS POST AND 3 FEET NORTH OF
 AN2204'A HI-LINE POLE.
 AN2204'
 AN2204'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AN2204'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED CLAPPER
 AN2204'NO 1 1931.  IT IS 28 FEET WEST OF THE CENTER OF ROAD, 90 FEET NORTH
 AN2204'OF A HI-LINE POLE, 2 FEET SOUTHEAST OF A METAL WITNESS POST AND
 AN2204'1.6 FEET EAST OF THE FENCE-LINE.
 AN2204'
 AN2204'REFERENCE MARK NO. 5 IS A CAST ALUMINUM MONUMENT, AND THE CAST
 AN2204'ALUMINUM DISK IS STAMPED CLAPPER 2 NO 5 1976, AND PROJECTS ABOUT
 AN2204'8-INCHES.  IT IS 27 FEET WEST OF THE CENTER OF ROAD, 28 FEET SOUTH
 AN2204'OF A METAL WITNESS POST, 24 FEET SOUTH-SOUTHEAST OF A HI-LINE POLE
 AN2204'AND SET IN FENCE-LINE.
 AN2204'
 AN2204'REFERENCE MARK NO. 6 AZI. IS A STANDARD DISK, SET IN THE TOP OF A
 AN2204'ROUND CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED
 AN2204'CLAPPER 2 NO 6 AZI 1976.  IT IS 38 FEET SOUTH OF THE CENTER OF
 AN2204'ROAD, 4 FEET EAST OF THE EAST END OF GATE, 1-FOOT NORTH OF
 AN2204'FENCE-LINE AND 1-FOOT WEST OF A METAL WITNESS POST.
 AN2204'
 AN2204'NEAREST TOWN--BUCKEYE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2205 ***********************************************************************
 AN2205  DESIGNATION -  CLAPPER 2 RM 6
 AN2205  PID         -  AN2205
 AN2205  STATE/COUNTY-  TX/MATAGORDA
 AN2205  USGS QUAD   -  BLESSING SE (1995)
 AN2205
 AN2205                         *CURRENT SURVEY CONTROL
 AN2205  ___________________________________________________________________
 AN2205* NAD 83(1993)-  28 50 55.00584(N)    096 04 29.56665(W)     ADJUSTED  
 AN2205* NAVD 88     -        11.95   (+/-2cm)      39.2    (feet)  VERTCON   
 AN2205  ___________________________________________________________________
 AN2205  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AN2205  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN2205
 AN2205  HORZ ORDER  -  SECOND
 AN2205  VERT ORDER  -  THIRD ? (See Below)
 AN2205
 AN2205.The horizontal coordinates were established by classical geodetic methods
 AN2205.and adjusted by the National Geodetic Survey in February 1996..
 AN2205
 AN2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2205.The vertical order pertains to the NGVD 29 superseded value.
 AN2205
 AN2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2205
 AN2205.The geoid height was determined by GEOID03.
 AN2205
 AN2205;                    North         East     Units Scale Factor Converg.
 AN2205;SPC TXSC     - 4,116,090.206   885,376.257   MT  0.99989901   +1 25 59.0
 AN2205;SPC TXSC     -13,504,205.95  2,904,771.94   sFT  0.99989901   +1 25 59.0
 AN2205;UTM  14      - 3,194,730.312   785,387.389   MT  1.00060522   +1 24 44.3
 AN2205;UTM  15      - 3,195,099.969   199,994.086   MT  1.00071085   -1 29 05.0
 AN2205
 AN2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2205!SPC TXSC     -   1.00000234  x   0.99989901  =   0.99990135
 AN2205!UTM  14      -   1.00000234  x   1.00060522  =   1.00060756
 AN2205!UTM  15      -   1.00000234  x   1.00071085  =   1.00071319
 AN2205
 AN2205|---------------------------------------------------------------------|
 AN2205| PID    Reference Object                     Distance      Geod. Az  |
 AN2205|                                                           dddmmss.s |
 AN2205| AN2202 CLAPPER                             278.882 METERS 05843     |
 AN2205| AN2204 CLAPPER 2                           241.035 METERS 06009     |
 AN2205|---------------------------------------------------------------------|
 AN2205
 AN2205                          SUPERSEDED SURVEY CONTROL
 AN2205
 AN2205  NAD 83(1986)-  28 50 55.01252(N)    096 04 29.54708(W) AD(       ) 2
 AN2205  NAD 27      -  28 50 54.06715(N)    096 04 28.68642(W) AD(       ) 2
 AN2205  NGVD 29 (07/19/86)   11.99   (m)           39.3    (f) LEVELING    3  
 AN2205
 AN2205.Superseded values are not recommended for survey control.
 AN2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2205.See file dsdata.txt to determine how the superseded data were derived.
 AN2205
 AN2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS8538794730(NAD 83)
 AN2205_MARKER: DR = REFERENCE MARK DISK
 AN2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2205+STABILITY: SURFACE MOTION
 AN2205
 AN2205  HISTORY     - Date     Condition        Report By
 AN2205  HISTORY     - 1976     MONUMENTED       NGS
 AN2205
 AN2205                          STATION DESCRIPTION
 AN2205
 AN2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AN2205'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF BAY CITY,
 AN2205'9 MILES EAST OF BLESSING, 3 MILES SOUTH OF BUCKEYE AND ON THE WEST
 AN2205'SIDE OF ROAD.
 AN2205'
 AN2205'TO REACH CLAPPER 2 FROM THE CITY SQUARE IN BAY CITY, GO WEST ON STATE
 AN2205'HIGHWAY 36 FOR 6.1 MILES TO THE JUNCTION OF FARM ROAD 1468.  TURN LEFT
 AN2205'AND GO SOUTH ON FARM ROAD 1468 FOR 4.0 MILES TO RAILROAD CROSSING IN
 AN2205'BUCKEYE.  CONTINUE SOUTH ON MAIN SHELL ROAD FOR 3.6 MILES TO
 AN2205'STATION ON THE RIGHT.  (NOTE--THIS IS 0.1 MILE BEFORE REACHING
 AN2205'CURVE IN ROAD, THE ROAD WILL BEAR RIGHT AND GO WEST).
 AN2205'
 AN2205'TO REACH REFERENCE MARK NO. 6 AZI. FROM THE STATION, CONTINUE SOUTH
 AN2205'FOR 0.1 MILE, TURN RIGHT AND FOLLOW MAIN ROAD WEST FOR 0.1 MILE TO
 AN2205'GATE ON THE LEFT AND MARK ON THE LEFT.
 AN2205'
 AN2205'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 AN2205'POST, THAT PROJECTS ABOUT 12-INCHES AND IS STAMPED CLAPPER 2 1976.
 AN2205'IT IS 34 FEET WEST OF THE CENTER OF ROAD, 7 FEET WEST OF
 AN2205'FENCE-LINE, 7 FEET WEST OF A METAL WITNESS POST AND 3 FEET NORTH OF
 AN2205'A HI-LINE POLE.
 AN2205'
 AN2205'REFERENCE MARK NO. 6 AZI. IS A STANDARD DISK, SET IN THE TOP OF A
 AN2205'ROUND CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED
 AN2205'CLAPPER 2 NO 6 AZI 1976.  IT IS 38 FEET SOUTH OF THE CENTER OF
 AN2205'ROAD, 4 FEET EAST OF THE EAST END OF GATE, 1-FOOT NORTH OF FENCE-LINE
 AN2205'AND 1-FOOT WEST OF A METAL WITNESS POST.
 AN2205'
 AN2205'NEAREST TOWN--BUCKEYE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2203 ***********************************************************************
 AN2203  DESIGNATION -  CLAPPER RM 1
 AN2203  PID         -  AN2203
 AN2203  STATE/COUNTY-  TX/MATAGORDA
 AN2203  USGS QUAD   -  BLESSING SE (1995)
 AN2203
 AN2203                         *CURRENT SURVEY CONTROL
 AN2203  ___________________________________________________________________
 AN2203* NAD 83(1993)-  28 50 59.71724(N)    096 04 21.51611(W)     ADJUSTED  
 AN2203* NAVD 88     -        12.56   (+/-2cm)      41.2    (feet)  VERTCON   
 AN2203  ___________________________________________________________________
 AN2203  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AN2203  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN2203
 AN2203  HORZ ORDER  -  SECOND
 AN2203  VERT ORDER  -  THIRD ? (See Below)
 AN2203
 AN2203.The horizontal coordinates were established by classical geodetic methods
 AN2203.and adjusted by the National Geodetic Survey in February 1996..
 AN2203
 AN2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2203.The vertical order pertains to the NGVD 29 superseded value.
 AN2203
 AN2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2203
 AN2203.The geoid height was determined by GEOID03.
 AN2203
 AN2203;                    North         East     Units Scale Factor Converg.
 AN2203;SPC TXSC     - 4,116,240.655   885,590.753   MT  0.99989881   +1 26 02.9
 AN2203;SPC TXSC     -13,504,699.55  2,905,475.66   sFT  0.99989881   +1 26 02.9
 AN2203;UTM  14      - 3,194,880.789   785,602.091   MT  1.00060673   +1 24 48.4
 AN2203;UTM  15      - 3,195,239.417   200,216.141   MT  1.00070921   -1 29 01.4
 AN2203
 AN2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2203!SPC TXSC     -   1.00000224  x   0.99989881  =   0.99990105
 AN2203!UTM  14      -   1.00000224  x   1.00060673  =   1.00060897
 AN2203!UTM  15      -   1.00000224  x   1.00070921  =   1.00071145
 AN2203
 AN2203|---------------------------------------------------------------------|
 AN2203| PID    Reference Object                     Distance      Geod. Az  |
 AN2203|                                                           dddmmss.s |
 AN2203| AN2202 CLAPPER                              20.144 METERS 09046     |
 AN2203| AN2204 CLAPPER 2                            26.705 METERS 20003     |
 AN2203|---------------------------------------------------------------------|
 AN2203
 AN2203                          SUPERSEDED SURVEY CONTROL
 AN2203
 AN2203  NAD 83(1986)-  28 50 59.72385(N)    096 04 21.49637(W) AD(       ) 2
 AN2203  NAD 27      -  28 50 58.77871(N)    096 04 20.63612(W) AD(       ) 2
 AN2203  NGVD 29 (07/19/86)   12.60   (m)           41.3    (f) LEVELING    3  
 AN2203
 AN2203.Superseded values are not recommended for survey control.
 AN2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2203.See file dsdata.txt to determine how the superseded data were derived.
 AN2203
 AN2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS8560294881(NAD 83)
 AN2203_MARKER: DR = REFERENCE MARK DISK
 AN2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2203_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2203+STABILITY: SURFACE MOTION
 AN2203
 AN2203  HISTORY     - Date     Condition        Report By
 AN2203  HISTORY     - 1976     MONUMENTED       NGS
 AN2203
 AN2203                          STATION DESCRIPTION
 AN2203
 AN2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AN2203'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF BAY CITY,
 AN2203'9 MILES EAST OF BLESSING, 3 MILES SOUTH OF BUCKEYE AND ON THE
 AN2203'WEST SIDE OF ROAD.
 AN2203'
 AN2203'TO REACH CLAPPER 2 FROM THE CITY SQUARE IN BAY CITY, GO WEST ON STATE
 AN2203'HIGHWAY 36 FOR 6.1 MILES TO THE JUNCTION OF FARM ROAD 1468.  TURN LEFT
 AN2203'AND GO SOUTH ON FARM ROAD 1468 FOR 4.0 MILES TO RAILROAD CROSSING IN
 AN2203'BUCKEYE.  CONTINUE SOUTH ON MAIN SHELL ROAD FOR 3.6 MILES TO
 AN2203'STATION ON THE RIGHT.  (NOTE--THIS IS 0.1 MILE BEFORE REACHING
 AN2203'CURVE IN ROAD, THE ROAD WILL BEAR RIGHT AND GO WEST).
 AN2203'
 AN2203'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AN2203'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED CLAPPER
 AN2203'NO 1 1931.  IT IS 28 FEET WEST OF THE CENTER OF ROAD, 90 FEET
 AN2203'NORTH OF A HI-LINE POLE, 2 FEET SOUTHEAST OF A METAL WITNESS POST
 AN2203'AND 1.6 FEET EAST OF THE FENCE-LINE.
 AN2203'
 AN2203'NEAREST TOWN--BUCKEYE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0780 ***********************************************************************
 EN0780  DESIGNATION -  CLAREN
 EN0780  PID         -  EN0780
 EN0780  STATE/COUNTY-  TX/DONLEY
 EN0780  USGS QUAD   -  LELIA LAKE (1982)
 EN0780
 EN0780                         *CURRENT SURVEY CONTROL
 EN0780  ___________________________________________________________________
 EN0780* NAD 83(1993)-  34 55 34.26628(N)    100 51 30.48812(W)     ADJUSTED  
 EN0780* NAVD 88     -       840.     (meters)    2756.     (feet)  SCALED    
 EN0780  ___________________________________________________________________
 EN0780  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 EN0780  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EN0780
 EN0780  HORZ ORDER  -  SECOND
 EN0780
 EN0780.The horizontal coordinates were established by classical geodetic methods
 EN0780.and adjusted by the National Geodetic Survey in February 1996..
 EN0780
 EN0780.The orthometric height was scaled from a topographic map.
 EN0780
 EN0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0780
 EN0780.The geoid height was determined by GEOID03.
 EN0780
 EN0780;                    North         East     Units Scale Factor Converg.
 EN0780;SPC TX N     - 1,102,938.700   258,613.250   MT  0.99994746   +0 22 18.4
 EN0780;SPC TX N     - 3,618,558.05    848,466.97   sFT  0.99994746   +0 22 18.4
 EN0780;UTM  14      - 3,866,433.827   330,249.142   MT  0.99995515   -1 03 51.4
 EN0780
 EN0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0780!SPC TX N     -   0.99987235  x   0.99994746  =   0.99981982
 EN0780!UTM  14      -   0.99987235  x   0.99995515  =   0.99982751
 EN0780
 EN0780|---------------------------------------------------------------------|
 EN0780| PID    Reference Object                     Distance      Geod. Az  |
 EN0780|                                                           dddmmss.s |
 EN0780| CX6928 CLAREN RM 1                          11.527 METERS 11046     |
 EN0780| CX6927 CLAREN AZ MK                                       2890732.9 |
 EN0780| EN0789 CLARENDON ELEVATED WATER TANK       APPROX. 4.5 KM 2902110.0 |
 EN0780| CX6929 CLAREN RM 2                           7.188 METERS 29533     |
 EN0780|---------------------------------------------------------------------|
 EN0780
 EN0780                          SUPERSEDED SURVEY CONTROL
 EN0780
 EN0780  NAD 83(1993)-  34 55 34.26830(N)    100 51 30.48595(W) AD(       ) 2
 EN0780  NAD 83(1986)-  34 55 34.27189(N)    100 51 30.48001(W) AD(       ) 2
 EN0780  NAD 27      -  34 55 34.09000(N)    100 51 28.96600(W) AD(       ) 2
 EN0780
 EN0780.Superseded values are not recommended for survey control.
 EN0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0780.See file dsdata.txt to determine how the superseded data were derived.
 EN0780
 EN0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3024966434(NAD 83)
 EN0780_MARKER: DS = TRIANGULATION STATION DISK
 EN0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0780
 EN0780  HISTORY     - Date     Condition        Report By
 EN0780  HISTORY     - 1951     MONUMENTED       CGS
 EN0780  HISTORY     - 1962     GOOD             CGS
 EN0780
 EN0780                          STATION DESCRIPTION
 EN0780
 EN0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0780'THE STATION IS LOCATED ON A HIGH BANK THAT LIES BETWEEN U.S.
 EN0780'HIGHWAY 287 AND A RAILROAD.  IT IS ON THE NORTH RIGHT-OF-WAY
 EN0780'OF THE HIGHWAY, 50 FEET NORTH OF THE HIGHWAY, 50 FEET SOUTH OF
 EN0780'THE RAILROAD, 3 FEET SOUTH OF A WITNESS POST, AND IS UNDER
 EN0780'A TELEPHONE LINE.  THE STATION MARK IS A BRONZE DISK STAMPED
 EN0780'CLAREN 1951 AND IS SET IN A CONCRETE POST THAT PROJECTS 11
 EN0780'INCHES.
 EN0780'
 EN0780'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED CLAREN NO 1 1951
 EN0780'AND IS SET IN A CONCRETE POST THAT PROJECTS 1 INCH.  THE
 EN0780'REFERENCE MARK IS ABOUT 1 FOOT LOWER THAN THE STATION.
 EN0780'
 EN0780'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED CLAREN NO 2 1951
 EN0780'AND IS SET IN A CONCRETE POST THAT PROJECTS 1 INCH.
 EN0780'
 EN0780'THE AZIMUTH MARK IS LOCATED ON THE NORTH RIGHT-OF-WAY OF U.S.
 EN0780'HIGHWAY 287, 30 FEET EAST OF A DIRT ROAD, 2 FEET SOUTH OF A
 EN0780'EAST-WEST FENCE, AND 2 FEET EAST OF A WITNESS POST.  IT IS
 EN0780'A BRONZE DISK STAMPED CLAREN 1951 AND IS SET IN A CONCRETE POST
 EN0780'THAT PROJECTS 10 INCHES.
 EN0780'
 EN0780'TO REACH FROM THE TRAFFIC LIGHT AT THE MAIN INTERSECTION IN
 EN0780'CLARENDON, GO EAST ON U.S. HIGHWAY 287 FOR 1.6 MILES TO THE
 EN0780'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE EAST ON THE
 EN0780'HIGHWAY FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 EN0780
 EN0780                          STATION RECOVERY (1962)
 EN0780
 EN0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 EN0780'STATION RECOVERED AS DESCRIBED, ALL MARKS FOUND IN GOOD CONDITION.
 EN0780'
 EN0780'CONSTRUCTION ON U.S. HIGHWAY 287 IS UNDERWAY IN VICINITY OF
 EN0780'CLARENDON AT THIS TIME.
 EN0780'
 EN0780'THE AZIMUTH MARK IS ALONG TOP OF A DRIFTED SAND BANK, ABOUT
 EN0780'FLUSH WITH THE SURFACE 20.7 FEET E OF A FENCE CORNER, 3 FEET
 EN0780'S OF THE OLD E-W FENCELINE AND 26.4 FEET N OF A TELEPHONE POLE.
 EN0780'
 EN0780'STATION AND REFERENCE MARKS ARE ON TOP OF EMBANKMENT IN BED
 EN0780'OF AN OLD ROAD-GRADE ALONG THE TELEPHONE LINE.  THE KNOLL IS
 EN0780'COVERED WITH A DENCE GROWTH OF GRASS AND WEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0791 ***********************************************************************
 CC0791  DESIGNATION -  CLARENCE
 CC0791  PID         -  CC0791
 CC0791  STATE/COUNTY-  TX/LOVING
 CC0791  USGS QUAD   -  CHEYENNE DRAW (1970)
 CC0791
 CC0791                         *CURRENT SURVEY CONTROL
 CC0791  ___________________________________________________________________
 CC0791* NAD 83(1993)-  31 58 49.38576(N)    103 22 20.32324(W)     ADJUSTED  
 CC0791* NAVD 88     -       974.2    (meters)    3196.     (feet)  VERTCON   
 CC0791  ___________________________________________________________________
 CC0791  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 CC0791  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 CC0791
 CC0791  HORZ ORDER  -  SECOND
 CC0791
 CC0791.The horizontal coordinates were established by classical geodetic methods
 CC0791.and adjusted by the National Geodetic Survey in February 1996..
 CC0791
 CC0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0791
 CC0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0791
 CC0791.The geoid height was determined by GEOID03.
 CC0791
 CC0791;                    North         East     Units Scale Factor Converg.
 CC0791;SPC TX C     - 3,260,425.243   412,804.063   MT  1.00002751   -1 33 54.9
 CC0791;SPC TX C     -10,696,911.82  1,354,341.33   sFT  1.00002751   -1 33 54.9
 CC0791;SPC NM E     -   109,096.614   255,822.878   MT  1.00001079   +0 30 32.5
 CC0791;SPC NM E     -   357,927.81    839,312.23   sFT  1.00001079   +0 30 32.5
 CC0791;UTM  13      - 3,539,418.634   653,785.703   MT  0.99989167   +0 51 44.1
 CC0791
 CC0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0791!SPC TX C     -   0.99985092  x   1.00002751  =   0.99987843
 CC0791!SPC NM E     -   0.99985092  x   1.00001079  =   0.99986171
 CC0791!UTM  13      -   0.99985092  x   0.99989167  =   0.99974261
 CC0791
 CC0791:                Primary Azimuth Mark                     Grid Az
 CC0791:SPC TX C     -  CLARENCE AZ MK                           092 26 41.0
 CC0791:SPC NM E     -  CLARENCE AZ MK                           090 22 13.6
 CC0791:UTM  13      -  CLARENCE AZ MK                           090 01 02.0
 CC0791
 CC0791|---------------------------------------------------------------------|
 CC0791| PID    Reference Object                     Distance      Geod. Az  |
 CC0791|                                                           dddmmss.s |
 CC0791| CH8614 CLARENCE AZ MK                                     0905246.1 |
 CC0791| CC0792 SCARBOROUGH                         APPROX.13.2 KM 1483655.2 |
 CC0791| CH8615 CLARENCE RM 1                        22.644 METERS 18735     |
 CC0791| CH8616 CLARENCE RM 2                        23.740 METERS 27340     |
 CC0791|---------------------------------------------------------------------|
 CC0791
 CC0791                          SUPERSEDED SURVEY CONTROL
 CC0791
 CC0791  NAD 83(1993)-  31 58 49.38831(N)    103 22 20.32067(W) AD(       ) 2
 CC0791  NAD 83(1986)-  31 58 49.38881(N)    103 22 20.32072(W) AD(       ) 2
 CC0791  NAD 27      -  31 58 48.93100(N)    103 22 18.66700(W) AD(       ) 2
 CC0791  NGVD 29 (07/19/86)  973.8    (m)         3195.     (f) VERT ANG       
 CC0791
 CC0791.Superseded values are not recommended for survey control.
 CC0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0791.See file dsdata.txt to determine how the superseded data were derived.
 CC0791
 CC0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR5378639419(NAD 83)
 CC0791_MARKER: DS = TRIANGULATION STATION DISK
 CC0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0791
 CC0791  HISTORY     - Date     Condition        Report By
 CC0791  HISTORY     - 1935     MONUMENTED       CGS
 CC0791  HISTORY     - 1969     GOOD             USGS
 CC0791
 CC0791                          STATION DESCRIPTION
 CC0791
 CC0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0791'STATION IS 20 MILES AIR LINE NNW OF WINK, IN SEC. 13, BLOCK
 CC0791'24.  IT IS LOCATED ON AN E SPUR OF HIGH RIDGE WHICH RISES
 CC0791'VERY GRADUALLY TO THE W, AND IS 30 FEET S OF THE RIM AND 40
 CC0791'FEET W OF THE EDGE OF A DEEP DRAW--ABOUT 6 MILES W OF C.C.
 CC0791'COWDENS RANCH.  ABOUT 1-1/4 MILES S OF THE TEXAS-NEW MEXICO
 CC0791'LINE, AND 1/4 MILE NW OF A CLAY PIT.  THERE IS A PROMINENT,
 CC0791'NEARLY BARE, CLIFF RISING 100 FEET DIRECTLY OVER THE CLAY PIT.
 CC0791'THE STATION IS ON THE NEXT POINT N, AND A FEW FEET HIGHER
 CC0791'THAN THIS CLIFF.  MARK PROJECTS 4 INCHES.
 CC0791'
 CC0791'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0791'BRONZE DISKS SET IN CONCRETE.
 CC0791'
 CC0791'REFERENCE MARK NO. 1 IS S OF STATION, 30 FEET N OF EDGE OF
 CC0791'DEEP DRAW, AND PROJECTS 4 INCHES.
 CC0791'
 CC0791'REFERENCE MARK NO. 2 IS W OF STATION AND PROJECTS 4 INCHES.
 CC0791'
 CC0791'AZIMUTH MARK IS ESE OF STATION, 10 FEET S OF CENTER LINE OF
 CC0791'TRACK ROAD LEADING TO CLAY PIT, AND PROJECTS 4 INCHES.
 CC0791'
 CC0791'STATION IS REACHED FROM WINK, BY DRIVING NE ON STATE HIGHWAY
 CC0791'115 FOR 5.2 MILES FROM PALMER AND SONS GROCERY TO A POINT
 CC0791'WHERE THE PAVED ROAD TURNS E.  CONTINUE N ON A BLADED ROAD
 CC0791'THAT RUNS BETWEEN A POWER LINE AND TELEPHONE LINE FOR 1.1
 CC0791'MILES.  AT FORKS, TURN LEFT OR NORTHWESTERLY AND FOLLOW MAIN
 CC0791'BLADED ROAD FOR 5.2 MILES TO WHITE WOOD MAIL BOX ON LEFT
 CC0791'SIDE OF ROAD.  FOLLOW MAIN-BLADED ROAD NORTHERLY FOR 2.3 MILES
 CC0791'TO A CATTLE GUARD.  TAKE LEFT FORK STRAIGHT AHEAD AND PASS
 CC0791'THROUGH THIS CATTLE GUARD AND CONTINUE ON MAIN ROAD FOR 4.5
 CC0791'MILES TO ANOTHER CATTLE GUARD.  THIS IS 0.1 MILE DUE W OF
 CC0791'RANCH BUILDINGS OF C.C. COWDEN AND 0.2 MILE N OF WHERE ROAD
 CC0791'TAKES A SLIGHT JOG TO THE W.  PASS THROUGH CATTLE GUARD AND
 CC0791'DRIVE 100 YARDS N AND THEN TURN WESTERLY OFF OF MAIN
 CC0791'ROAD ONTO A DIM TRACK ROAD.  FOLLOW THIS TRACK ROAD WESTERLY
 CC0791'FOR 2.4 MILES TO A WIRE GATE WITH IRON PIPE POSTS.  PASS
 CC0791'THROUGH GATE AND CONTINUE ON DIM ROAD WESTERLY AND
 CC0791'SOUTHWESTERLY FOR 1.4 MILES TO A WINDMILL.  PASS S OF
 CC0791'WINDMILL AND TAKE DIM REMAINS OF ROAD AT THE SW CORNER OF A
 CC0791'CORRAL AND DRIVE WESTERLY ON THIS DIM ROAD FOR 3.3 MILES
 CC0791'TO CLAY PIT AT FOOT OF CLIFF.  THIS IS THE END OF TRUCK
 CC0791'TRAVEL.  PACK UP NEAR NORTHERLY SPUR TO TOP OF RIDGE AND
 CC0791'STATION, ABOUT 1/4 MILE.
 CC0791'
 CC0791'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CC0791
 CC0791                          STATION RECOVERY (1969)
 CC0791
 CC0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (CHS)
 CC0791'THE STATION IS LOCATED NORTH 63 DEG WEST ABOUT 18 MILES
 CC0791'AIRLINE FROM KERMIT, NORTH 34 DEG EAST ABOUT 24 MILES AIRLINE
 CC0791'FROM MENTONE.  ON THE EAST EDGE OF A HIGH RIM AND 7 FEET
 CC0791'SOUTH-SOUTHEAST OF A USC AND GS WITNESS SIGN MOUNTED ON A
 CC0791'METAL POST.
 CC0791'
 CC0791'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 302 AND 115
 CC0791'AT THE WEST EDGE OF KERMIT, GO WEST 3.0 MILES ON STATE HIGHWAY
 CC0791'302 TO T-ROAD NORTH.  NORTH 5.1 MILES ON PAVED ROAD TO T-ROAD
 CC0791'WEST.  WEST 2.3 MILES ON PAVED ROAD TO THE RANCH OF MR. T.
 CC0791'LINEBERRY.  CONTINUE WEST 2.6 MILES ON GRADED ROAD TO ROAD
 CC0791'CROSSING.  TURN LEFT (WEST) 3.7 MILES ON GRADED ROAD TO
 CC0791'PIPELINE CROSSING.  TURN RIGHT (NORTHWEST) 4.1 MILES ON
 CC0791'PIPELINE TO CATTLEGUARD.  TURN RIGHT (NORTH) ON NORTH SIDE OF
 CC0791'CATTLEGUARD ON TRACK ROAD 2.4 MILES TO T-ROAD EAST.  TURN RIGHT
 CC0791'(EAST) ON DIM TRACK ROAD FOR 1.0 MILE.  AT THIS POINT
 CC0791'LEAVE TRACK ROAD AND HEAD SOUTHEAST ACROSS COUNTRY WITH
 CC0791'FOUR-WHEEL DRIVE VEHICLE FOR 0.7 MILE TO EAST EDGE OF RIM
 CC0791'AND STATION SITE.
 CC0791'
 CC0791'STATION MARK--A USC AND GS BRONZE DISK SET IN TOP OF CONCRETE POST
 CC0791'PROJECTING 0.4 FOOT ABOVE GROUND AND STAMPED CLARENCE 1935.
 CC0791'
 CC0791'REFERENCE MARK NO. 1--A USC AND GS BRONZE REFERENCE MARK DISK SET
 CC0791'IN TOP OF CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND AND
 CC0791'STAMPED CLARENCE NO. 1 1935.
 CC0791'
 CC0791'REFERENCE MARK NO. 2--A USC AND GS BRONZE REFERENCE MARK DISK
 CC0791'SET IN TOP OF CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND
 CC0791'AND STAMPED CLARENCE NO. 2 1935.
 CC0791'
 CC0791'AZIMUTH MARK WAS NOT SEARCHED FOR.  USC AND GS STATION
 CC0791'SCARBOROUGH 1935 IS VISIBLE FROM THE GROUND AT THIS STATION
 CC0791'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0787 ***********************************************************************
 EN0787  DESIGNATION -  CLARENDON
 EN0787  PID         -  EN0787
 EN0787  STATE/COUNTY-  TX/DONLEY
 EN0787  USGS QUAD   -  CLARENDON (1982)
 EN0787
 EN0787                         *CURRENT SURVEY CONTROL
 EN0787  ___________________________________________________________________
 EN0787* NAD 83(1993)-  34 56 39.80669(N)    100 54 01.71186(W)     ADJUSTED  
 EN0787* NAVD 88     -       847.     (meters)    2779.     (feet)  SCALED    
 EN0787  ___________________________________________________________________
 EN0787  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EN0787  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EN0787
 EN0787  HORZ ORDER  -  THIRD
 EN0787
 EN0787.The horizontal coordinates were established by classical geodetic methods
 EN0787.and adjusted by the National Geodetic Survey in February 1996..
 EN0787
 EN0787.The orthometric height was scaled from a topographic map.
 EN0787
 EN0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0787
 EN0787.The geoid height was determined by GEOID03.
 EN0787
 EN0787;                    North         East     Units Scale Factor Converg.
 EN0787;SPC TX N     - 1,104,934.191   254,763.135   MT  0.99994480   +0 20 50.8
 EN0787;SPC TX N     - 3,625,104.92    835,835.39   sFT  0.99994480   +0 20 50.8
 EN0787;UTM  14      - 3,868,525.223   326,450.185   MT  0.99997123   -1 05 19.8
 EN0787
 EN0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0787!SPC TX N     -   0.99987125  x   0.99994480  =   0.99981605
 EN0787!UTM  14      -   0.99987125  x   0.99997123  =   0.99984248
 EN0787
 EN0787:                Primary Azimuth Mark                     Grid Az
 EN0787:SPC TX N     -  CLARENDON AZ MK                          032 43 59.5
 EN0787:UTM  14      -  CLARENDON AZ MK                          034 10 10.1
 EN0787
 EN0787|---------------------------------------------------------------------|
 EN0787| PID    Reference Object                     Distance      Geod. Az  |
 EN0787|                                                           dddmmss.s |
 EN0787| CX6930 CLARENDON AZ MK                                    0330450.3 |
 EN0787| CX6931 CLARENDON RM 1                        9.628 METERS 13936     |
 EN0787| EN0789 CLARENDON ELEVATED WATER TANK       APPROX. 0.6 KM 2205049.5 |
 EN0787| CX6932 CLARENDON RM 2                        9.288 METERS 32007     |
 EN0787|---------------------------------------------------------------------|
 EN0787
 EN0787                          SUPERSEDED SURVEY CONTROL
 EN0787
 EN0787  NAD 83(1993)-  34 56 39.80866(N)    100 54 01.70962(W) AD(       ) 3
 EN0787  NAD 83(1986)-  34 56 39.81225(N)    100 54 01.70339(W) AD(       ) 3
 EN0787  NAD 27      -  34 56 39.62700(N)    100 54 00.17200(W) AD(       ) 3
 EN0787
 EN0787.Superseded values are not recommended for survey control.
 EN0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0787.See file dsdata.txt to determine how the superseded data were derived.
 EN0787
 EN0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2645068525(NAD 83)
 EN0787_MARKER: DS = TRIANGULATION STATION DISK
 EN0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0787
 EN0787  HISTORY     - Date     Condition        Report By
 EN0787  HISTORY     - 1951     MONUMENTED       CGS
 EN0787  HISTORY     - 1956     GOOD             CGS
 EN0787  HISTORY     - 1961     POOR             USGS
 EN0787  HISTORY     - 1962     MARK NOT FOUND   CGS
 EN0787  HISTORY     - 1964     MARK NOT FOUND   USGS
 EN0787
 EN0787                          STATION DESCRIPTION
 EN0787
 EN0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0787'THE STATION IS LOCATED ABOUT 0.7 MILE AIR LINE WEST-NORTHWEST
 EN0787'OF THE CENTER OF CLARENDON.  0.15 MILE WEST OF THE JUNCTION OF
 EN0787'U.S. HIGHWAY 287 AND STATE HIGHWAY 70.  50 FEET SOUTH OF THE CENTER
 EN0787'LINE OF U.S. HIGHWAY 287 AND IN A LARGE Y WHICH IS FORMED BY TWO
 EN0787'PRIVATE DRIVEWAYS.  THE STATION MARK, STAMPED CLARENDON 1951, IS
 EN0787'A BRONZE DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2
 EN0787'INCHES AND IT IS 5 FEET WEST OF A WHITE WITNESS POST AND ABOUT
 EN0787'4 FEET ABOVE THE SURFACE OF THE HIGHWAY.
 EN0787'
 EN0787'REFERENCE MARK NO. 1, STAMPED CLARENDON NO 1 1951, IS A BRONZE
 EN0787'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND
 EN0787'IT IS 50 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 287.
 EN0787'
 EN0787'REFERENCE MARK NO. 2, STAMPED CLARENDON NO 2 1951, IS A BRONZE
 EN0787'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND
 EN0787'IT IS 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND AT THE
 EN0787'SAME ELEVATION AS THE STATION.
 EN0787'
 EN0787'THE AZIMUTH MARK, STAMPED CLARENDON 1951, IS A BRONZE DISK
 EN0787'SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 EN0787'AND IT IS 19 METERS WEST OF THE CENTER LINE OF STATE HIGHWAY 70.
 EN0787'10 METERS NORTH OF THE CENTER OF A PAVED ROAD AND 3 FEET SOUTHWEST
 EN0787'OF A WHITE WITNESS POST.
 EN0787'
 EN0787'TO REACH THE STATION FROM THE MAIN INTERSECTION IN CLARENDON
 EN0787'GO WESTERLY ON U.S. HIGHWAY 287 AND STATE HIGHWAY 70 FOR 0.7
 EN0787'MILE TO THE POINT WHERE STATE HIGHWAY 70 TURNS NORTH.  CONTINUE
 EN0787'WESTERLY ON U.S. HIGHWAY 287 FOR 0.15 MILE TO THE STATION ON
 EN0787'THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE JUNCTION 0.15
 EN0787'MILE EAST OF THE STATION GO NORTH ON STATE HIGHWAY 70 FOR
 EN0787'0.3 MILE TO A PAVED ROAD LEFT AND THE MARK IN THE NORTHWEST
 EN0787'CORNER OF THE INTERSECTION.
 EN0787
 EN0787                          STATION RECOVERY (1956)
 EN0787
 EN0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 EN0787'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EN0787'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 EN0787'TO STATION SITE ARE CORRECT.
 EN0787
 EN0787                          STATION RECOVERY (1961)
 EN0787
 EN0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EN0787'THIS STATION AND THE REFERENCE MARKS WERE FOUND ALONG THE SIDE
 EN0787'OF THE ROAD WHERE THE HIGHWAY HAS HAD CONSTRUCTION WORK.
 EN0787
 EN0787                          STATION RECOVERY (1962)
 EN0787
 EN0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 EN0787'THE SURFACE, UNDERGROUND, AND BOTH REFERENCE MARKS DESTROYED
 EN0787'BY RECENT HIGHWAY CONSTRUCTION.  ALL MARKS WERE FOUND PLOWED
 EN0787'OUT AND PILED TOGETHER NEAR THE ORIGINAL LOCATION OF STATION.
 EN0787'THE UNDERGROUND MARK WAS REMOVED FROM THE CONCRETE BLOCK.  THE
 EN0787'AZIMUTH MARK WAS NOT SEARCHED FOR.
 EN0787
 EN0787                          STATION RECOVERY (1964)
 EN0787
 EN0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EN0787'STATION WAS NOT FOUND.  HIGHWAY 287 HAS BEEN MADE DUAL LANE,
 EN0787'WIDENED FAR OUT.  THERE IS NO DOUBT THAT THE POST WAS DESTROYED.
 EN0787'MR. C. HUDSON, HWY. ENGR. ADVISED THAT STATION WAS DESTROYED
 EN0787'IN 1957 WHEN HIGHWAY WAS FIRST IMPROVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0793 ***********************************************************************
 EN0793  DESIGNATION -  CLARENDON CABLE TV MAST
 EN0793  PID         -  EN0793
 EN0793  STATE/COUNTY-  TX/DONLEY
 EN0793  USGS QUAD   -  CLARENDON (1982)
 EN0793
 EN0793                         *CURRENT SURVEY CONTROL
 EN0793  ___________________________________________________________________
 EN0793* NAD 83(1993)-  34 56 25.79727(N)    100 54 23.47635(W)     ADJUSTED  
 EN0793* NAVD 88     -                                                        
 EN0793  ___________________________________________________________________
 EN0793  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EN0793  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EN0793
 EN0793  HORZ ORDER  -  THIRD
 EN0793
 EN0793.The horizontal coordinates were established by classical geodetic methods
 EN0793.and adjusted by the National Geodetic Survey in February 1996..
 EN0793
 EN0793
 EN0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0793
 EN0793.The geoid height was determined by GEOID03.
 EN0793
 EN0793;                    North         East     Units Scale Factor Converg.
 EN0793;SPC TX N     - 1,104,499.169   254,213.494   MT  0.99994536   +0 20 38.2
 EN0793;SPC TX N     - 3,623,677.69    834,032.10   sFT  0.99994536   +0 20 38.2
 EN0793;UTM  14      - 3,868,104.102   325,889.798   MT  0.99997363   -1 05 31.9
 EN0793
 EN0793                          SUPERSEDED SURVEY CONTROL
 EN0793
 EN0793  NAD 83(1993)-  34 56 25.79958(N)    100 54 23.47361(W) AD(       ) 4
 EN0793  NAD 83(1986)-  34 56 25.80242(N)    100 54 23.46864(W) AD(       ) 4
 EN0793  NAD 27      -  34 56 25.62339(N)    100 54 21.94215(W) AD(       ) 3
 EN0793
 EN0793.Superseded values are not recommended for survey control.
 EN0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0793.See file dsdata.txt to determine how the superseded data were derived.
 EN0793
 EN0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2589068104(NAD 83)
 EN0793_MARKER: 42 = RADIO/TV MAST
 EN0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0793+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 EN0793
 EN0793  HISTORY     - Date     Condition        Report By
 EN0793  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0793  HISTORY     - 20040803 GOOD             USPSQD
 EN0793
 EN0793                          STATION DESCRIPTION
 EN0793
 EN0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0793'THE STATION IS THE CENTER OF THE TOP OF A 287 FOOT HIGH STEEL MAST,
 EN0793'LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF CLARENDON, ABOUT 150 FEET
 EN0793'NORTH OF FARM ROAD 2362 AND 300 FEET NORTHEAST OF THE INTERSECTION
 EN0793'OF LEROY AND WEST 5TH STREETS.
 EN0793
 EN0793                          STATION RECOVERY (2004)
 EN0793
 EN0793'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0794 ***********************************************************************
 EN0794  DESIGNATION -  CLARENDON DONLEY CO TV RLY MST
 EN0794  PID         -  EN0794
 EN0794  STATE/COUNTY-  TX/DONLEY
 EN0794  USGS QUAD   -  CLARENDON (1982)
 EN0794
 EN0794                         *CURRENT SURVEY CONTROL
 EN0794  ___________________________________________________________________
 EN0794* NAD 83(1993)-  34 54 10.85653(N)    100 55 48.21615(W)     ADJUSTED  
 EN0794* NAVD 88     -                                                        
 EN0794  ___________________________________________________________________
 EN0794  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EN0794  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EN0794
 EN0794  HORZ ORDER  -  THIRD
 EN0794
 EN0794.The horizontal coordinates were established by classical geodetic methods
 EN0794.and adjusted by the National Geodetic Survey in February 1996..
 EN0794
 EN0794
 EN0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0794
 EN0794.The geoid height was determined by GEOID03.
 EN0794
 EN0794;                    North         East     Units Scale Factor Converg.
 EN0794;SPC TX N     - 1,100,328.410   252,087.248   MT  0.99995099   +0 19 49.1
 EN0794;SPC TX N     - 3,609,994.13    827,056.25   sFT  0.99995099   +0 19 49.1
 EN0794;UTM  14      - 3,863,987.795   323,659.665   MT  0.99998326   -1 06 16.7
 EN0794
 EN0794                          SUPERSEDED SURVEY CONTROL
 EN0794
 EN0794  NAD 83(1993)-  34 54 10.85872(N)    100 55 48.21356(W) AD(       ) 4
 EN0794  NAD 83(1986)-  34 54 10.86166(N)    100 55 48.20852(W) AD(       ) 4
 EN0794  NAD 27      -  34 54 10.67489(N)    100 55 46.68488(W) AD(       ) 3
 EN0794
 EN0794.Superseded values are not recommended for survey control.
 EN0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0794.See file dsdata.txt to determine how the superseded data were derived.
 EN0794
 EN0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2366063988(NAD 83)
 EN0794_MARKER: 42 = RADIO/TV MAST
 EN0794
 EN0794  HISTORY     - Date     Condition        Report By
 EN0794  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0794
 EN0794                          STATION DESCRIPTION
 EN0794
 EN0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0794'STATION IS THE APPROXIMATE TOP CENTER OF THE MAST, LOCATED ABOUT
 EN0794'3-1/2 MILES SOUTHWEST OF CLARENDON AND 2-3/4 MILES WEST OF STATE
 EN0794'HIGHWAY 70.  IT IS 263 FEET SOUTH OF THE CENTERLINE OF FARM ROAD
 EN0794'2162, 80 FEET WEST OF A FENCE LINE AND 42 FEET EAST OF THE
 EN0794'CENTER OF A FARM DRIVEWAY.  THE MAST IS STRUCTURAL STEEL, PAINTED
 EN0794'ALTERNATELY RED AND WHITE AND 250 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0789 ***********************************************************************
 EN0789  DESIGNATION -  CLARENDON ELEVATED WATER TANK
 EN0789  PID         -  EN0789
 EN0789  STATE/COUNTY-  TX/DONLEY
 EN0789  USGS QUAD   -  CLARENDON (1982)
 EN0789
 EN0789                         *CURRENT SURVEY CONTROL
 EN0789  ___________________________________________________________________
 EN0789* NAD 83(1993)-  34 56 25.13472(N)    100 54 17.11675(W)     ADJUSTED  
 EN0789* NAVD 88     -                                                        
 EN0789  ___________________________________________________________________
 EN0789  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 EN0789  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EN0789
 EN0789  HORZ ORDER  -  THIRD
 EN0789
 EN0789.The horizontal coordinates were established by classical geodetic methods
 EN0789.and adjusted by the National Geodetic Survey in February 1996..
 EN0789
 EN0789
 EN0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0789
 EN0789.The geoid height was determined by GEOID03.
 EN0789
 EN0789;                    North         East     Units Scale Factor Converg.
 EN0789;SPC TX N     - 1,104,479.723   254,374.987   MT  0.99994539   +0 20 41.9
 EN0789;SPC TX N     - 3,623,613.89    834,561.94   sFT  0.99994539   +0 20 41.9
 EN0789;UTM  14      - 3,868,080.614   326,050.758   MT  0.99997294   -1 05 28.2
 EN0789
 EN0789                          SUPERSEDED SURVEY CONTROL
 EN0789
 EN0789  NAD 83(1993)-  34 56 25.13704(N)    100 54 17.11387(W) AD(       ) 4
 EN0789  NAD 83(1986)-  34 56 25.14031(N)    100 54 17.10810(W) AD(       ) 4
 EN0789  NAD 27      -  34 56 24.95925(N)    100 54 15.58615(W) AD(       ) 3
 EN0789
 EN0789.Superseded values are not recommended for survey control.
 EN0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0789.See file dsdata.txt to determine how the superseded data were derived.
 EN0789
 EN0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2605168081(NAD 83)
 EN0789_MARKER: 53 = ELEVATED TANK
 EN0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0789+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 EN0789
 EN0789  HISTORY     - Date     Condition        Report By
 EN0789  HISTORY     - 1951     FIRST OBSERVED   CGS
 EN0789  HISTORY     - 1964     GOOD             CGS
 EN0789  HISTORY     - 20040803 GOOD             USPSQD
 EN0789
 EN0789                          STATION DESCRIPTION
 EN0789
 EN0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0789'A LARGE, BULKY, SILVER-COLORED TANK ABOUT 65 FEET HIGH LOCATED
 EN0789'AT W. FIFTH ST., AND COLLINSON ST., IN WEST CLARENDON.  THE BALL
 EN0789'ON TOP CENTER WAS THE POINT OBSERVED ON.
 EN0789
 EN0789                          STATION RECOVERY (1964)
 EN0789
 EN0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0789'THE STATION IS LOCATED ON WEST 5TH STREET IN THE WEST PART OF
 EN0789'CLARENDON, ON THE HIGHEST HILL IN THE VICINITY.
 EN0789'
 EN0789'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TANK,
 EN0789'DISTANCE BEING 93.64 FEET, 28.539 METERS, SOUTH OF STATION TANK.  THE
 EN0789'STATION IS A SILVER COLORED WATER TANK SUPPORTED BY SIX LEGS AND IS
 EN0789'ABOUT 70 FEET HIGH.  THE POINT TRAVERSED TO IS THE DETERMINED
 EN0789'CENTER OF THE STANDPIPE.
 EN0789'
 EN0789'NOTE--THIS STATION WAS LOCATED BY INTERSECTION IN 1951.
 EN0789
 EN0789                          STATION RECOVERY (2004)
 EN0789
 EN0789'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0791 ***********************************************************************
 EN0791  DESIGNATION -  CLARENDON GRAIN CO ELEVATOR
 EN0791  PID         -  EN0791
 EN0791  STATE/COUNTY-  TX/DONLEY
 EN0791  USGS QUAD   -  CLARENDON (1982)
 EN0791
 EN0791                         *CURRENT SURVEY CONTROL
 EN0791  ___________________________________________________________________
 EN0791* NAD 83(1993)-  34 56 27.08713(N)    100 53 23.23314(W)     ADJUSTED  
 EN0791* NAVD 88     -                                                        
 EN0791  ___________________________________________________________________
 EN0791  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 EN0791  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EN0791
 EN0791  HORZ ORDER  -  THIRD
 EN0791
 EN0791.The horizontal coordinates were established by classical geodetic methods
 EN0791.and adjusted by the National Geodetic Survey in February 1996..
 EN0791
 EN0791
 EN0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0791
 EN0791.The geoid height was determined by GEOID03.
 EN0791
 EN0791;                    North         East     Units Scale Factor Converg.
 EN0791;SPC TX N     - 1,104,548.221   255,741.878   MT  0.99994531   +0 21 13.1
 EN0791;SPC TX N     - 3,623,838.62    839,046.48   sFT  0.99994531   +0 21 13.1
 EN0791;UTM  14      - 3,868,114.832   327,418.970   MT  0.99996709   -1 04 57.4
 EN0791
 EN0791                          SUPERSEDED SURVEY CONTROL
 EN0791
 EN0791  NAD 83(1993)-  34 56 27.08942(N)    100 53 23.23039(W) AD(       ) 4
 EN0791  NAD 83(1986)-  34 56 27.09222(N)    100 53 23.22551(W) AD(       ) 4
 EN0791  NAD 27      -  34 56 26.91261(N)    100 53 21.70014(W) AD(       ) 3
 EN0791
 EN0791.Superseded values are not recommended for survey control.
 EN0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0791.See file dsdata.txt to determine how the superseded data were derived.
 EN0791
 EN0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2741968115(NAD 83)
 EN0791_MARKER: 65 = GRAIN ELEVATOR
 EN0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0791+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0791
 EN0791  HISTORY     - Date     Condition        Report By
 EN0791  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0791  HISTORY     - 20040806 GOOD             USPSQD
 EN0791  HISTORY     - 20050804 GOOD             USPSQD
 EN0791
 EN0791                          STATION DESCRIPTION
 EN0791
 EN0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0791'STATION IS THE CENTER OF THE HIGHEST PART OF THE ELEVATOR, LOCATED
 EN0791'ABOUT 2 MILES SOUTHEAST OF CLARENDON.  IT IS ABOUT 150 FEET IN
 EN0791'HEIGHT.
 EN0791
 EN0791                          STATION RECOVERY (2004)
 EN0791
 EN0791'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 EN0791'RECOVERED AS DESCRIBED.
 EN0791
 EN0791                          STATION RECOVERY (2005)
 EN0791
 EN0791'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0791'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0894 ***********************************************************************
 CB0894  DESIGNATION -  CLARK
 CB0894  PID         -  CB0894
 CB0894  STATE/COUNTY-  TX/SCHLEICHER
 CB0894  USGS QUAD   -  NOELKE SE (1987)
 CB0894
 CB0894                         *CURRENT SURVEY CONTROL
 CB0894  ___________________________________________________________________
 CB0894* NAD 83(1993)-  31 00 56.04620(N)    100 45 43.04811(W)     ADJUSTED  
 CB0894* NAVD 88     -       774.3    (meters)    2540.     (feet)  VERTCON   
 CB0894  ___________________________________________________________________
 CB0894  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CB0894  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CB0894
 CB0894  HORZ ORDER  -  FIRST
 CB0894
 CB0894.The horizontal coordinates were established by classical geodetic methods
 CB0894.and adjusted by the National Geodetic Survey in February 1996..
 CB0894
 CB0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0894
 CB0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0894
 CB0894.The geoid height was determined by GEOID03.
 CB0894
 CB0894;                    North         East     Units Scale Factor Converg.
 CB0894;SPC TX C     - 3,149,611.294   659,076.128   MT  0.99988177   -0 13 14.8
 CB0894;SPC TX C     -10,333,349.72  2,162,318.93   sFT  0.99988177   -0 13 14.8
 CB0894;UTM  14      - 3,432,660.120   331,807.635   MT  0.99994895   -0 54 29.2
 CB0894
 CB0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0894!SPC TX C     -   0.99988204  x   0.99988177  =   0.99976383
 CB0894!UTM  14      -   0.99988204  x   0.99994895  =   0.99983100
 CB0894
 CB0894|---------------------------------------------------------------------|
 CB0894| PID    Reference Object                     Distance      Geod. Az  |
 CB0894|                                                           dddmmss.s |
 CB0894| CV4570 CLARK RM 1                           53.349 METERS 02731     |
 CB0894| CV4568 CLARK AZ MK                                        1024101.5 |
 CB0894| CV4571 CLARK RM 2                           33.997 METERS 11037     |
 CB0894| BO0479 ELDORADO MUNICIPAL TANK             APPROX.23.3 KM 1380409.9 |
 CB0894| CV4569 CLARK AZ MK 2                                      2200928.2 |
 CB0894| BO0497 ELDORADO NORTHERN NAT GAS MAST      APPROX. 7.6 KM 2234815.0 |
 CB0894|---------------------------------------------------------------------|
 CB0894
 CB0894                          SUPERSEDED SURVEY CONTROL
 CB0894
 CB0894  NAD 83(1986)-  31 00 56.05358(N)    100 45 43.03355(W) AD(       ) 1
 CB0894  NAD 27      -  31 00 55.43000(N)    100 45 41.66100(W) AD(       ) 1
 CB0894  NGVD 29 (07/19/86)  774.1    (m)         2540.     (f) VERT ANG       
 CB0894
 CB0894.Superseded values are not recommended for survey control.
 CB0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0894.See file dsdata.txt to determine how the superseded data were derived.
 CB0894
 CB0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV3180832660(NAD 83)
 CB0894_MARKER: DS = TRIANGULATION STATION DISK
 CB0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0894
 CB0894  HISTORY     - Date     Condition        Report By
 CB0894  HISTORY     - 1935     MONUMENTED       CGS
 CB0894  HISTORY     - 1937     GOOD             TXHD
 CB0894  HISTORY     - 1968     GOOD             CGS
 CB0894
 CB0894                          STATION DESCRIPTION
 CB0894
 CB0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0894'STATION IS LOCATED ABOUT 9-3/4 MILES W AND 10-1/2 MILES N
 CB0894'OF ELDORADO.  IN THE NE 1/4 OF SECTION 33, BLOCK TT.  IN THE
 CB0894'W PASTURE OF THE W.F. CLARK RANCH, ABOUT 1.0 MILE SW OF THE
 CB0894'RANCH HOUSE, 20 FEET S OF CENTER LINE OF A RANCH ROAD LEADING
 CB0894'E AND W THROUGH THE PASTURE, 0.05 MILE SW OF DIM ROAD LEADING
 CB0894'NE FROM MAIN RANCH ROAD.  AT THE W EDGE OF LEVEL TABLE LAND.
 CB0894'
 CB0894'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CB0894'DISKS SET IN CONCRETE AS DESCRIBED.
 CB0894'
 CB0894'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CB0894'HOLE IN OUTCROPPING BEDROCK.
 CB0894'
 CB0894'REFERENCE MARK NO. 1 IS 53.342 METERS (175.01 FEET) N OF
 CB0894'STATION, PROJECTING 8 INCHES.
 CB0894'
 CB0894'REFERENCE MARK NO. 2 SI 33.990 METERS (111.51 FEET) E OF
 CB0894'STATION, PROJECTING 8 INCHES.
 CB0894'
 CB0894'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE E OF STATION, 76 FEET
 CB0894'W OF SW CORNER OF SHACK MENTIONED IN STATION DESCRIPTION,
 CB0894'AND 130 FEET NW OF FENCE CORNER.
 CB0894'
 CB0894'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 277 AND MERTZON ROAD,
 CB0894'JUST N OF THE HIGH SCHOOL IN ELDORADO, BY FOLLOWING THE
 CB0894'MAIN GRADED MERTZON ROAD IN A NORTHWESTERLY DIRECTION FOR
 CB0894'17.15 MILES, OR FOR 1.9 MILES AFTER PASSING HOUSE AND WINDMILL
 CB0894'ON RIGHT.  TURN LEFT THROUGH PLANK AND WIRE GATE JUST AFTER
 CB0894'MAKING RIGHT CURVE AND FOLLOW RANCH ROAD W FOR 0.05 MILE TO
 CB0894'FORKS.  TAKE LEFT FORK S ALONG FENCE LINE FOR 1.0 MILE TO
 CB0894'GREEN GATE.  GO THROUGH GATE AND CONTINUE S 1.0 MILE TO
 CB0894'CLARK RANCH HOUSE.  GO S THROUGH A WOOD GATE SE OF HOUSE
 CB0894'AND GO S AND SE ON MAIN ROAD UP GRADE FOR 0.55 MILE TO FORKS
 CB0894'1/8 MILE BEFORE REACHING SMALL SHACK.  TAKE RIGHT FORK FOR
 CB0894'0.35 MILE TO GATE, GO THROUGH GATE AND CONTINUE W ON
 CB0894'MAIN RANCH ROAD FOR 0.7 MILE TO STATION ON LEFT S SIDE OF
 CB0894'ROAD.
 CB0894'
 CB0894'HEIGHT OF LIGHT ABOVE STATION MARK-23 METERS.
 CB0894
 CB0894                          STATION RECOVERY (1937)
 CB0894
 CB0894'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0894'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 CB0894'PREVIOUSLY DESCRIBED.
 CB0894'
 CB0894'DIRECTIONS FOR LOCATING STATION ARE ALL RIGHT BUT TOPOGRAPHY
 CB0894'HAS CHANGED SOME.  SHACK AT AZIMUTH MARK AND S 1/8 MILE OF
 CB0894'ROAD FORKS IS NOW GONE.  TAKE RIGHT FORK FOR 0.25 MILE TO
 CB0894'NEW WIRE GATE AND FENCE, 0.10 MILE TO GATE MENTIONED IN
 CB0894'ORIGINAL DESCRIPTION, 0.55 MILE TO A NEW WIRE GATE AND FENCE,
 CB0894'0.2 MILE TO STATION, 20 FEET S OF RANCH ROAD.
 CB0894
 CB0894                          STATION RECOVERY (1968)
 CB0894
 CB0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0894'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 CB0894'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 CB0894'SEARCHED FOR BUT NOT RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED
 CB0894'AT THIS DATE.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION
 CB0894'FOLLOWS.
 CB0894'
 CB0894'TO REACH THE STATION FROM THE POST OFFICE IN MERTZON, GO WEST
 CB0894'ON U.S. HIGHWAY 67 FOR 2.3 MILES TO THE JUNCTION OF RANCH ROAD
 CB0894'915 ON THE LEFT.  TURN LEFT AND GO SOUTH ON RANCH ROAD 915 FOR
 CB0894'11.35 MILES TO A Y-FORK ON THE RIGHT AND THE PAVED ROAD TURNS LEFT
 CB0894'EAST.  BEAR RIGHT ON THE GRADED ROAD AND GO SOUTH, WEST AND SOUTH
 CB0894'FOR 10.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST
 CB0894'FOR 0.1 MILE TO A T-INTERSECTION.  TURN LEFT AND GO EAST ON
 CB0894'RANCH ROAD 1828 FOR 2.55 MILES TO A CROSSROAD AND SIGN OTIS DEAL
 CB0894'RANCH.  TURN LEFT AND GO NORTH ON GRADED ROAD FOR 1.15
 CB0894'MILES TO A T-INTERSECTION.  TURN LEFT AND GO WEST FOR 0.35
 CB0894'MILE TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE AND
 CB0894'GO NORTH KEEPING TO THE RIGHT OF A RANCH HOUSE AND GO 0.05 MILE
 CB0894'TO A GATE.  PASS THROUGH GATE AND GO NORTH PASSING THROUGH
 CB0894'FEEDING LOT, KEEPING TO THE WEST OF A RED BARN FOR 0.15 MILE
 CB0894'TO A GATE.  PASS THROUGH GATE AND CONTINUE NORTHERLY ON MAIN
 CB0894'FIELD ROAD FOR 0.95 MILE TO A GATE.  PASS THROUGH GATE AND GO
 CB0894'NORTH FOR 0.05 MILE TO A FORK.  TURN LEFT AND GO WESTERLY
 CB0894'FOR 0.2 MILE TO A FORK.  BEAR LEFT AND GO WEST FOR 0.85 MILE
 CB0894'TO A SIDE ROAD ON THE RIGHT.  BEAR LEFT AND GO NORTHWEST FOR
 CB0894'APPROXIMATELY 50-YARDS TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CB0894'NORTHERLY FOR 0.05 MILE TO A Y-FORK.  KEEP RIGHT FORK AND GO EAST
 CB0894'AND NORTH FOR 0.8 MILE TO A T-INTERSECTION.  TURN
 CB0894'RIGHT AND GO EAST AND NORTH FOR 0.3 MILE TO TWO GATES AT THE
 CB0894'EAST END OF A CORRAL.  PASS THROUGH BOTH GATES AND GO NORTH
 CB0894'FOR APPROXIMATELY 50-YARDS TO A Y-FORK.  TAKE RIGHT FORK AND GO
 CB0894'NORTH FOR 0.15 MILE TO A FORK.  TAKE RIGHT FORK AND GO NORTHEAST
 CB0894'FOR 0.4 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO EAST FOR
 CB0894'0.05 MILE TO A Y-FORK.  TAKE LEFT FORK AND GO NORTHEAST FOR
 CB0894'0.25 MILE.  TURN RIGHT AND GO EAST-SOUTHEAST ACROSS PASTURE FOR
 CB0894'0.05 MILE TO THE STATION.
 CB0894'
 CB0894'THE STATION MARK IS A STANDARD DISK, STAMPED CLARK 1935, SET IN
 CB0894'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CB0894'8-INCHES.  IT IS 120 FEET SOUTH OF A 15-INCH MESQUITE TREE AND 3.0
 CB0894'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CB0894'
 CB0894'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLARK NO 1 1935, SET
 CB0894'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CB0894'8-INCHES.  IT IS 172.5 FEET NORTHEAST OF THE METAL WITNESS POST
 CB0894'WITH SIGN AND 16 FEET WEST OF A 12-INCH MESQUITE TREE.
 CB0894'
 CB0894'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLARK NO 2 1935,
 CB0894'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CB0894'10-INCHES.  IT IS 112.0 FEET EAST OF THE METAL WITNESS POST WITH
 CB0894'SIGN AND 91 FEET SOUTHWEST OF A 8-INCH MESQUITE TREE.
 CB0894'
 CB0894'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CLARK 1935 AZ 2
 CB0894'1968, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 17 FEET EAST OF
 CB0894'THE CENTER OF THE FIELD ROAD AND 7 FEET SOUTH OF A ROCK
 CB0894'PILE.
 CB0894'
 CB0894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CB0894'14.0 MILES SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2684 ***********************************************************************
 CS2684  DESIGNATION -  CLARK
 CS2684  PID         -  CS2684
 CS2684  STATE/COUNTY-  TX/ELLIS
 CS2684  USGS QUAD   -  ENNIS WEST (1978)
 CS2684
 CS2684                         *CURRENT SURVEY CONTROL
 CS2684  ___________________________________________________________________
 CS2684* NAD 83(1993)-  32 19 29.12634(N)    096 41 45.77581(W)     ADJUSTED  
 CS2684* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 CS2684  ___________________________________________________________________
 CS2684  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 CS2684  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CS2684
 CS2684  HORZ ORDER  -  SECOND
 CS2684
 CS2684.The horizontal coordinates were established by classical geodetic methods
 CS2684.and adjusted by the National Geodetic Survey in February 1996..
 CS2684
 CS2684.The orthometric height was scaled from a topographic map.
 CS2684
 CS2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2684
 CS2684.The geoid height was determined by GEOID03.
 CS2684
 CS2684;                    North         East     Units Scale Factor Converg.
 CS2684;SPC TXNC     - 2,074,435.174   769,841.029   MT  0.99995248   +0 59 01.9
 CS2684;SPC TXNC     - 6,805,876.07  2,525,720.11   sFT  0.99995248   +0 59 01.9
 CS2684;UTM  14      - 3,578,765.891   716,875.170   MT  1.00018006   +1 13 56.8
 CS2684
 CS2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2684!SPC TXNC     -   0.99998039  x   0.99995248  =   0.99993288
 CS2684!UTM  14      -   0.99998039  x   1.00018006  =   1.00016045
 CS2684
 CS2684:                Primary Azimuth Mark                     Grid Az
 CS2684:SPC TXNC     -  ENNIS TOWER HILL WATER TANK              073 13 31.6
 CS2684:UTM  14      -  ENNIS TOWER HILL WATER TANK              072 58 36.7
 CS2684
 CS2684|---------------------------------------------------------------------|
 CS2684| PID    Reference Object                     Distance      Geod. Az  |
 CS2684|                                                           dddmmss.s |
 CS2684| CS2679 ENNIS TOWER HILL WATER TANK         APPROX. 5.7 KM 0741233.5 |
 CS2684| CS2681 ENNIS TAG CO WATER TANK             APPROX. 6.6 KM 0845754.5 |
 CS2684| CS2677 ENNIS CITY WATER WORKS TANK         APPROX. 6.9 KM 0883808.7 |
 CS2684| CX9233 CLARK RM 2                           14.300 METERS 09638     |
 CS2684| CS2685 CLARK 2                              25.972 METERS 09955     |
 CS2684| CX9231 CLARK AZ MK                                        2795457.6 |
 CS2684| CX9232 CLARK RM 1                           33.385 METERS 34307     |
 CS2684|---------------------------------------------------------------------|
 CS2684
 CS2684                          SUPERSEDED SURVEY CONTROL
 CS2684
 CS2684  NAD 83(1986)-  32 19 29.13380(N)    096 41 45.75715(W) AD(       ) 2
 CS2684  NAD 27      -  32 19 28.61200(N)    096 41 44.78600(W) AD(       ) 2
 CS2684
 CS2684.Superseded values are not recommended for survey control.
 CS2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2684.See file dsdata.txt to determine how the superseded data were derived.
 CS2684
 CS2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1687578766(NAD 83)
 CS2684_MARKER: DS = TRIANGULATION STATION DISK
 CS2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2684
 CS2684  HISTORY     - Date     Condition        Report By
 CS2684  HISTORY     - 1949     MONUMENTED       CGS
 CS2684  HISTORY     - 1965     GOOD             CGS
 CS2684
 CS2684                          STATION DESCRIPTION
 CS2684
 CS2684'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2684'THE STATION IS LOCATED ABOUT 4 MILES WEST OF ENNIS, ABOUT 10
 CS2684'MILES SOUTHEAST OF WAXAHACHIE, ALONG U.S. HIGHWAY 287.  IT
 CS2684'IS 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY (ACROSS
 CS2684'THE HIGHWAY FROM A DIRT ROAD LEADING NORTH), 48 FEET WEST OF A
 CS2684'TELEPHONE POLE, AND 7 FEET SOUTHWEST OF A WITNESS POST.  THE
 CS2684'DISK IS STAMPED CLARK 1949 AND PROJECTS 6 INCHES.
 CS2684'
 CS2684'REFERENCE MARK NO. 1 IS 52 FEET NORTH OF THE CENTERLINE OF
 CS2684'THE HIGHWAY, 14 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD,
 CS2684'15 FEET NORTHWEST OF THE WEST END OF A CONCRETE CULVERT, AND 2
 CS2684'FEET SOUTH OF A POWER POLE.  THE DISK IS STAMPED CLARK NO 1 1949
 CS2684'AND PROJECTS 6 INCHES.
 CS2684'
 CS2684'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF THE CENTERLINE OF THE
 CS2684'HIGHWAY, AND 1.5 FEET WEST OF THE TELEPHONE POLE.  THE DISK
 CS2684'IS STAMPED CLARK NO 2 1949 AND PROJECTS 6 INCHES.
 CS2684'
 CS2684'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 48 FEET
 CS2684'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTHEAST
 CS2684'OF A WITNESS POST.  THE DISK IS STAMPED CLARK 1949 AND PROJECTS
 CS2684'6 INCHES.
 CS2684'
 CS2684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 75 AND 287,
 CS2684'IN ENNIS, GO WEST ON HIGHWAY 287 FOR 4.4 MILES TO THE STATION ON
 CS2684'THE LEFT AS DESCRIBED.
 CS2684'
 CS2684'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST FOR
 CS2684'0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CS2684'
 CS2684'A 64 FOOT SIGNAL AT GARRETT 1947 IS VISIBLE AT 20 FEET.
 CS2684'
 CS2684'A 64 FOOT SIGNAL AT ENNIS 1947 IS VISIBLE FROM THE GROUND.
 CS2684'
 CS2684'A 64 FOOT SIGNAL AT BARDWELL IS VISIBLE FROM THE GROUND.
 CS2684'
 CS2684'A 100 FOOT SIGNAL AT REAGOR IS VISIBLE FROM THE GROUND.
 CS2684'
 CS2684'A 74 FOOT SIGNAL AT BOYCE IS VISIBLE AT 10 FEET.
 CS2684'
 CS2684'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2684
 CS2684                          STATION RECOVERY (1965)
 CS2684
 CS2684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 CS2684'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 CS2684'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 CS2684'NO. 2 WAS FOUND TO BE DESTROYED, THE DISK WAS SALVAGED FROM THE
 CS2684'CONCRETE POST.
 CS2684'
 CS2684'THE SURFACE STATION MARK AND REFERENCE MARK NO. 1 HAD TO BE
 CS2684'DESTROYED TO CLEAR THE AREA FOR CONSTRUCTION OF A NEW COUNTY ROAD.
 CS2684'A NEW STATION CLARK 2 WAS ESTABLISHED AND A TRAVERSE CONNECTION
 CS2684'WAS MADE, DISTANCE BEING 85.215 FEET (25.973 METERS) EAST OF THE
 CS2684'STATION AND SET IN LINE WITH THE AZIMUTH MARK.  THE UNDERGROUND
 CS2684'STATION MARK WAS NOT DISTURBED.  THE MARK WILL BE UNDER THE ROAD
 CS2684'BED OF THE COUNTY ROAD.  IT IS ABOUT 50 FEET SOUTH OF THE
 CS2684'CENTER LINE OF U.S. HIGHWAY 287, AND 14 FEET EAST OF THE CENTER
 CS2684'LINE OF THE COUNTY ROAD.  THE AZIMUTH MARK WAS USED TO SERVE AS
 CS2684'THE AZIMUTH MARK FOR CLARK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1328 ***********************************************************************
 DM1328  DESIGNATION -  CLARK
 DM1328  PID         -  DM1328
 DM1328  STATE/COUNTY-  TX/RED RIVER
 DM1328  USGS QUAD   -  DIMPLE (1964)
 DM1328
 DM1328                         *CURRENT SURVEY CONTROL
 DM1328  ___________________________________________________________________
 DM1328* NAD 83(1993)-  33 38 22.99504(N)    095 01 03.80229(W)     ADJUSTED  
 DM1328* NAVD 88     -       152.0    (meters)     499.     (feet)  GPS OBS   
 DM1328  ___________________________________________________________________
 DM1328  X           -    -464,923.410 (meters)                     COMP
 DM1328  Y           -  -5,295,233.417 (meters)                     COMP
 DM1328  Z           -   3,513,315.877 (meters)                     COMP
 DM1328  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DM1328  ELLIP HEIGHT-         124.97  (meters)          (10/24/00) GPS OBS
 DM1328  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DM1328
 DM1328  HORZ ORDER  -  B
 DM1328  ELLP ORDER  -  FOURTH    CLASS II
 DM1328
 DM1328.The horizontal coordinates were established by GPS observations
 DM1328.and adjusted by the National Geodetic Survey in May 1994..
 DM1328
 DM1328.The orthometric height was determined by GPS observations and a
 DM1328.high-resolution geoid model.
 DM1328
 DM1328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1328
 DM1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1328
 DM1328.The ellipsoidal height was determined by GPS observations
 DM1328.and is referenced to NAD 83.
 DM1328
 DM1328.The geoid height was determined by GEOID03.
 DM1328
 DM1328;                    North         East     Units Scale Factor Converg.
 DM1328;SPC TXNC     - 2,224,150.003   922,977.911   MT  0.99992517   +1 53 57.2
 DM1328;SPC TXNC     - 7,297,065.47  3,028,136.70   sFT  0.99992517   +1 53 57.2
 DM1328;UTM  15      - 3,724,035.881   312,869.647   MT  1.00003172   -1 07 05.1
 DM1328
 DM1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1328!SPC TXNC     -   0.99998038  x   0.99992517  =   0.99990555
 DM1328!UTM  15      -   0.99998038  x   1.00003172  =   1.00001210
 DM1328
 DM1328|---------------------------------------------------------------------|
 DM1328| PID    Reference Object                     Distance      Geod. Az  |
 DM1328|                                                           dddmmss.s |
 DM1328| CX9235 CLARK RM 1                           22.151 METERS 00809     |
 DM1328| CX9234 CLARK AZ MK                                        0505210.1 |
 DM1328| DM1326 27 WWF USGS                          24.044 METERS 14937     |
 DM1328| DM1333 SHERRY                              APPROX.10.4 KM 2105530.8 |
 DM1328| DM1330 CLARKSVILLE RED R CO CTHSE TWR      APPROX. 4.3 KM 2264952.5 |
 DM1328| DM1332 CLARKSVILLE MUNICIPAL TANK          APPROX. 4.8 KM 2350220.1 |
 DM1328| DM1327 TEXAS FOREST SERVICE LOT 62         APPROX.12.7 KM 3434624.3 |
 DM1328|---------------------------------------------------------------------|
 DM1328
 DM1328                          SUPERSEDED SURVEY CONTROL
 DM1328
 DM1328  ELLIP H (05/09/94)  125.08   (m)                       GP(       ) 4 2
 DM1328  ELLIP H (01/21/93)  124.69   (m)                       GP(       ) 4 2
 DM1328  NAD 83(1986)-  33 38 23.00366(N)    095 01 03.78809(W) AD(       ) 1
 DM1328  NAD 27      -  33 38 22.58300(N)    095 01 02.97087(W) AD(       ) 3
 DM1328  NGVD 29 (10/18/91)  152.0    (m)          499.     (f) GPS OBS        
 DM1328
 DM1328.Superseded values are not recommended for survey control.
 DM1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1328.See file dsdata.txt to determine how the superseded data were derived.
 DM1328
 DM1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT1287024036(NAD 83)
 DM1328_MARKER: DS = TRIANGULATION STATION DISK
 DM1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1328_SP_SET: SQUARE CONCRETE MONUMENT
 DM1328_STAMPING: CLARK 1951
 DM1328_MARK LOGO: CGS   
 DM1328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1328+STABILITY: SURFACE MOTION
 DM1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1328+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1993
 DM1328
 DM1328  HISTORY     - Date     Condition        Report By
 DM1328  HISTORY     - 1951     MONUMENTED       CGS
 DM1328  HISTORY     - 1951     GOOD             CGS
 DM1328  HISTORY     - 1956     GOOD             CGS
 DM1328  HISTORY     - 1969     GOOD             USAF
 DM1328  HISTORY     - 1974     GOOD             NGS
 DM1328  HISTORY     - 1981     GOOD             NGS
 DM1328  HISTORY     - 19880113 GOOD
 DM1328  HISTORY     - 19910318 GOOD             NGS
 DM1328  HISTORY     - 19930408 GOOD             NGS
 DM1328  HISTORY     - 19991013 GOOD             TXDOT
 DM1328
 DM1328                          STATION DESCRIPTION
 DM1328
 DM1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1328'THE STATION IS LOCATED ABOUT 2 MILES EAST AND 2 MILES NORTH
 DM1328'OF CLARKSVILLE, JUST EAST OF A SMALL CEMETERY AND ON THE WEST
 DM1328'RIGHT-OF-WAY OF A DIRT ROAD.  IT IS 23 FEET WEST OF THE CENTER
 DM1328'OF A DIRT ROAD, 9.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 DM1328'OF THE CEMETERY AND 8 FEET SOUTHEAST OF A WITNESS POST.  THE
 DM1328'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CLARK 1951.
 DM1328'
 DM1328'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE CENTER OF THE ROAD,
 DM1328'AND 1 FOOT WEST OF A RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 DM1328'2 INCHES AND THE DISK IS STAMPED CLARK NO 1 1951.
 DM1328'
 DM1328'27 WWF (USGS) WAS USED AS A REFERENCE MARK NO. 2.  IT IS 73.5
 DM1328'FEET SOUTH OF THE NORTHEAST CORNER OF THE CEMETERY, 23 FEET WEST
 DM1328'OF THE CENTER OF THE ROAD AND 3 FEET EAST OF THE CEMETERY
 DM1328'FENCE.  A STANDARD USGS BENCH MARK DISK, STAMPED 27 WWF 1949,
 DM1328'IS SET IN TOP OF A 7 BY 7 INCH CONCRETE POST WHICH PROJECTS
 DM1328'10 INCHES.
 DM1328'
 DM1328'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTER OF A DIRT
 DM1328'ROAD, 2 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF A
 DM1328'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 DM1328'IS STAMPED CLARK 1951.
 DM1328'
 DM1328'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1328'CLARK TO 27 WWF (USGS).  THE DISTANCE IS SHOWN ABOVE.
 DM1328'
 DM1328'TO REACH THE STATION FROM CLARKSVILLE, FROM THE SOUTHEAST
 DM1328'CORNER OF THE SQUARE, GO EAST ON U.S. HIGHWAY 82 FOR 1.4 MILES TO
 DM1328'WHERE THE ROAD FORKS, TAKE THE LEFT FORK AND GO TOWARD ENGLISH
 DM1328'ON FARM ROAD 114 FOR 1.1 MILES TO A SIDE ROAD LEFT, TURN LEFT
 DM1328'AND GO NORTH, WEST AND NORTH AGAIN FOR 1.95 MILES TO A CEMETERY
 DM1328'AND THE STATION ON THE LEFT.
 DM1328'
 DM1328'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY FOR
 DM1328'0.1 MILE TO A T ROAD, TURN SHARP RIGHT AND GO EAST FOR 0.2 MILE
 DM1328'TO THE AZIMUTH MARK ON THE RIGHT.
 DM1328'
 DM1328'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1328
 DM1328                          STATION RECOVERY (1951)
 DM1328
 DM1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 DM1328'RECOVERED IN GOOD CONDITION.
 DM1328
 DM1328                          STATION RECOVERY (1956)
 DM1328
 DM1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1328'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DM1328'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DM1328'STATION SITE ARE CORRECT.
 DM1328
 DM1328                          STATION RECOVERY (1969)
 DM1328
 DM1328'RECOVERY NOTE BY US AIR FORCE 1969
 DM1328'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DM1328'THE AZIMUTH MARK WAS RECOVERED, THOUGH IT HAD BEEN DISTURBED.*
 DM1328'
 DM1328'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 DM1328'
 DM1328'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE TOWN
 DM1328'SQUARE IN CLARKSVILLE, TEXAS, GO EAST ON U.S. HIGHWAY 82 FOR
 DM1328'0.9 MILE TO STATE FARM ROAD 1159 ON THE LEFT.  TURN LEFT
 DM1328'(NORTH) ON FARM ROAD 1159 FOR 2.3 MILES TO STATE FARM ROAD
 DM1328'1700.  TURN RIGHT (SOUTHEAST) ON FARM ROAD 1700, AND GO 0.15
 DM1328'MILE TO A GRAVEL ROAD RIGHT (SOUTH).  TURN RIGHT ON THE GRAVEL
 DM1328'ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 DM1328'
 DM1328'*DURING OBSERVATIONS BY THIS PARTY, IT WAS DETERMINED THAT THE
 DM1328'AZIMUTH MARK HAD BEEN DISTURBED.
 DM1328
 DM1328                          STATION RECOVERY (1974)
 DM1328
 DM1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EJK)
 DM1328'THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE
 DM1328'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 DM1328'RECOVERED BUT WITH THE BRASS DISK MISSING.  A NEW BRASS DISK
 DM1328'WAS CEMENTED INTO THE MONUMENT OVER THE BROKEN SHANK OF THE OLD
 DM1328'DISK.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2 WERE
 DM1328'VERIFIED AND FOUND TO BE ADEQUATE.  THE STATION MARK WAS USED
 DM1328'AS THE ANTENNA SITE FOR GEOCEIVER STATION 51026.
 DM1328'
 DM1328'DUE TO ROAD IMPROVEMENTS AND CHANGES IN FENCE LINES, A NEW
 DM1328'DESCRIPTION OF THE MARKS AND TO THE STATION FOLLOW.
 DM1328'
 DM1328'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE CITY
 DM1328'SQUARE IN CLARKSVILLE, GO EASTERLY ON U.S. HWY. 82 FOR 0.8 MILE
 DM1328'TO THE JUNCTION OF FARM ROAD 1159 ON THE LEFT.  TURN LEFT AND GO
 DM1328'NORTH OVER RAILROAD TRACKS FOR 2.3 MILES TO THE JUNCTION OF FARM
 DM1328'ROAD 1700 ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON FARM ROAD
 DM1328'1700 FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT.  (TO REACH THE
 DM1328'AZIMUTH MARK FROM THIS POINT CONTINUE EASTERLY ON FARM ROAD
 DM1328'1700 FOR 0.15 MILE TO MARK ON THE RIGHT ABOUT 150 FEET EAST OF
 DM1328'THE CREST OF A SMALL RISE.) TURN RIGHT AND GO SOUTHEAST ON
 DM1328'DIRT ROAD FOR 0.1 MILE TO STATION ON THE RIGHT AT THE NORTHEAST
 DM1328'CORNER OF CEMETERY.
 DM1328'
 DM1328'THE STATION IS LOCATED ABOUT 2 MILES EAST AND 2 MILES SOUTH
 DM1328'OF CLARKSVILLE, JUST EAST OF A SMALL CEMETERY AND ON THE WEST
 DM1328'RIGHT-OF-WAY OF A DIRT ROAD.  IT IS 23 FEET WEST OF THE CENTER
 DM1328'OF A DIRT ROAD, AND 4 FEET EAST OF THE NORTHEAST CORNER OF THE
 DM1328'CEMETERY AND A METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES
 DM1328'AND THE DISK IS STAMPED CLARK 1951.
 DM1328'
 DM1328'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE CENTER OF THE ROAD
 DM1328'AND 2 FEET EAST OF A RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2
 DM1328'INCHES AND THE DISK IS STAMPED CLARK NO. 1 1951.
 DM1328'
 DM1328'THE DESCRIPTION FOR REFERENCE MARK NO. 2, A STANDARD USGS
 DM1328'BENCH MARK DISK AND STAMPED 27 WWF 1949, REMAINS UNCHANGED.
 DM1328'
 DM1328'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTER OF FARM ROAD
 DM1328'1700, 1 FOOT EAST OF A METAL WITNESS POST AND 12 FEET NORTH OF
 DM1328'A RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 DM1328'BRONZE DISK IS STAMPED CLARK 1951.
 DM1328'
 DM1328'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 DM1328'NORTHEAST OF CLARKSVILLE
 DM1328
 DM1328                          STATION RECOVERY (1981)
 DM1328
 DM1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RM)
 DM1328'STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED.  THE TO
 DM1328'REACH IS ADEQUATE.
 DM1328'
 DM1328'STATION OCCUPIED FOR ASTRO PURPOSES ONLY ON THIS DATE---11-16-81.  NO
 DM1328'ECCENTRICITY.
 DM1328
 DM1328                          STATION RECOVERY (1988)
 DM1328
 DM1328'RECOVERED 1988
 DM1328'RECOVERED IN GOOD CONDITION.
 DM1328
 DM1328                          STATION RECOVERY (1991)
 DM1328
 DM1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DM1328'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF CLARKSVILLE, AT
 DM1328'THE NORTHEAST CORNER OF THE GREENWOOD CEMETERY.  OWNERSHIP-CITY OF
 DM1328'CLARKSVILLE.
 DM1328'TO REACH THE STATION FROM THE TOWN SQUARE, LOCATED AT THE CENTER OF
 DM1328'CLARKSVILLE, GO EAST ALONG U.S. HIGHWAY 82 EAST FOR 0.8 MI (1.3 KM)
 DM1328'TO THE JUNCTION OF FARM ROAD 1159 ON THE LEFT. TURN LEFT, NORTH, ALONG
 DM1328'FARM ROAD 1159 FOR 2.45 MI (3.94 KM) TO THE JUNCTION OF FARM ROAD
 DM1328'1700 ON THE RIGHT. TURN RIGHT, EAST, ACROSS THE RAILROAD TRACKS ALONG
 DM1328'FARM ROAD 1700 FOR 0.2 MI (0.3 KM) TO A GRAVEL ROAD ON THE RIGHT.
 DM1328'TURN RIGHT, SOUTHERLY, ALONG GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO THE
 DM1328'NORTHEAST CORNER OF THE GREENWOOD CEMETERY AND THE STATION AS
 DM1328'DESCRIBED.
 DM1328'STATION IS 23.0 FT (7.0 M) WEST OF THE CENTER OF THE ROAD, 4.0 FT
 DM1328'(1.2 M) EAST OF THE NORTHEAST CORNER POST (3X3FT BRICK), 4.0 FT
 DM1328'(1.2 M) EAST OF A FIBERGLASS WITNESS POST, ABOUT LEVEL WITH THE
 DM1328'GROUND SURFACE.
 DM1328
 DM1328                          STATION RECOVERY (1993)
 DM1328
 DM1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DM1328'THE STATION IS LOCATED ABOUT 50 KM (31.05 MI) WEST OF THE COMMON
 DM1328'CORNER OF THE TEXAS, ARKANSAS AND OKLAHOMA BORDER, 26 KM (16.15 MI)
 DM1328'SOUTH OF THE OKLAHOMA BORDER, 5 KM (3.10 MI) NORTHEAST OF CLARKSVILLE
 DM1328'AT THE NORTHEAST CORNER OF THE GREENWOOD CEMETERY. OWNERSHIP--CITY OF
 DM1328'CLARKSVILLE.
 DM1328'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND FARM ROAD 1159 ON
 DM1328'THE EAST SIDE OF CLARKSVILLE, GO NORTH ON FARM ROAD 1159 FOR 3.9 KM
 DM1328'(2.40 MI) TO THE T-JUNCTION OF FARM ROAD 1700 ON THE RIGHT.  TURN
 DM1328'RIGHT, EAST, ON FARM ROAD 1700 FOR 0.3 KM (0.20 MI) TO A GRAVEL ROAD
 DM1328'ON THE RIGHT.  TURN RIGHT, SOUTHERLY, ON THE GRAVEL ROAD FOR 0.2 KM
 DM1328'(0.10 MI) TO THE NORTHEAST CORNER OF THE CEMETERY AND THE STATION ON
 DM1328'THE RIGHT.
 DM1328'THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 DM1328'PROJECTING 3 CM.  IT IS 24.4 M (80.1 FT) NORTHWEST OF USGS BENCH MARK
 DM1328'27 WWF, 5.5 M (18.0 FT) SOUTHWEST FROM THE CENTER OF THE GRAVEL ROAD,
 DM1328'1.2 M (3.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A 1 M (3.3 FT)
 DM1328'SQUARE BRICK CORNER POST AT THE NORTHEAST CORNER OF THE CEMETERY AND
 DM1328'1.1 M (3.6 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 DM1328
 DM1328                          STATION RECOVERY (1999)
 DM1328
 DM1328'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 DM1328'STATION AND BM 27WWF RECOVERED IN GOOD CONDITION.  RM NO 1 NOT
 DM1328'SEARCHED FOR.  AZIMUTH MARK MONUMENT FOUND OUT OF THE GROUND ON ITS
 DM1328'SIDE, DISK MISSING, SHANK STILL IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2029 ***********************************************************************
 FL2029  DESIGNATION -  CLARK
 FL2029  PID         -  FL2029
 FL2029  STATE/COUNTY-  TX/ROBERTS
 FL2029  USGS QUAD   -  PAMPA NE (1972)
 FL2029
 FL2029                         *CURRENT SURVEY CONTROL
 FL2029  ___________________________________________________________________
 FL2029* NAD 83(1993)-  35 42 48.98813(N)    100 50 02.70033(W)     ADJUSTED  
 FL2029* NAVD 88     -       955.     (meters)    3133.     (feet)  SCALED    
 FL2029  ___________________________________________________________________
 FL2029  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FL2029  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 FL2029
 FL2029  HORZ ORDER  -  THIRD
 FL2029
 FL2029.The horizontal coordinates were established by classical geodetic methods
 FL2029.and adjusted by the National Geodetic Survey in February 1996..
 FL2029
 FL2029.The orthometric height was scaled from a topographic map.
 FL2029
 FL2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2029
 FL2029.The geoid height was determined by GEOID03.
 FL2029
 FL2029;                    North         East     Units Scale Factor Converg.
 FL2029;SPC TX N     - 1,190,306.233   260,252.805   MT  0.99992415   +0 23 09.3
 FL2029;SPC TX N     - 3,905,196.37    853,846.08   sFT  0.99992415   +0 23 09.3
 FL2029;UTM  14      - 3,953,734.487   334,093.715   MT  0.99993919   -1 04 15.1
 FL2029
 FL2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2029!SPC TX N     -   0.99985431  x   0.99992415  =   0.99977847
 FL2029!UTM  14      -   0.99985431  x   0.99993919  =   0.99979350
 FL2029
 FL2029|---------------------------------------------------------------------|
 FL2029| PID    Reference Object                     Distance      Geod. Az  |
 FL2029|                                                           dddmmss.s |
 FL2029| CK8349 CLARK RM 1                            6.333 METERS 03328     |
 FL2029| CK8348 CLARK AZ MK                                        1510505.8 |
 FL2029| CK8350 CLARK RM 2                            5.238 METERS 25541     |
 FL2029|---------------------------------------------------------------------|
 FL2029
 FL2029                          SUPERSEDED SURVEY CONTROL
 FL2029
 FL2029  NAD 83(1993)-  35 42 48.98901(N)    100 50 02.69955(W) AD(       ) 3
 FL2029  NAD 83(1986)-  35 42 48.99429(N)    100 50 02.68900(W) AD(       ) 3
 FL2029  NAD 27      -  35 42 48.83800(N)    100 50 01.17300(W) AD(       ) 3
 FL2029
 FL2029.Superseded values are not recommended for survey control.
 FL2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2029.See file dsdata.txt to determine how the superseded data were derived.
 FL2029
 FL2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE3409453734(NAD 83)
 FL2029_MARKER: DS = TRIANGULATION STATION DISK
 FL2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2029
 FL2029  HISTORY     - Date     Condition        Report By
 FL2029  HISTORY     - 1951     MONUMENTED       CGS
 FL2029
 FL2029                          STATION DESCRIPTION
 FL2029
 FL2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2029'THE STATION IS ON THE CLARK RANCH WHICH IS ABOUT 10.5 MILES
 FL2029'WEST OF MIAMI.  AND 6 MILES NORTH OF THE GRAY - ROBERTS COUNTY
 FL2029'LINE.
 FL2029'
 FL2029'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 152 AND STATE HIGHWAY
 FL2029'70 IN THE NORTH CITY LIMITS ON PAMPA, GO NORTH AND EAST ON
 FL2029'STATE HIGHWAY 70 FOR 7.2 MILES TO A CROSSROAD AND A RED SCHOOL
 FL2029'HOUSE ON THE LEFT.  TURN RIGHT, EAST, ON FARM ROAD 282 AND
 FL2029'GO 8.7 MILES TO A CROSSROAD.  TURN LEFT, NORTH, ON DIRT ROAD
 FL2029'AND GO 3.0 MILES TO A CROSSROAD AND THREE IRON CATTLE GUARDS.
 FL2029'PASS THROUGH THE LEFT CATTLE GUARD.  THE AZIMUTH MARK IS ON THE
 FL2029'RIGHT.  FOLLOW A TRACK ROAD ALONG THE WEST SIDE OF THE FENCE
 FL2029'LINE FOR 0.3 MILE.  TURN LEFT, WEST, AND GO 0.15 MILE TO A
 FL2029'CATTLE GUARD ON THE RIGHT.  TURN RIGHT, PASS THROUGH CATTLE
 FL2029'GUARD TO STATION SITE ON THE RIGHT.
 FL2029'
 FL2029'THE STATION IS STAMPED CLARK 1951, AND PROJECTS 5 INCHES.  IT
 FL2029'IS LOCATED IN THE NORTHWEST CORNER OF A FENCED INCLOSURE.
 FL2029'0.15 MILE EAST-NORTHEAST OF THE CLARK RANCH HOME.  60 FEET
 FL2029'NORTHEAST OF A CATTLE GUARD.  42 FEET SOUTHWEST OF A GAS TANK
 FL2029'VENT.  AND 17 FEET EAST OF A WHITE WITNESS POST.
 FL2029'
 FL2029'REFERENCE MARK NO. 1 IS STAMPED CLARK 1951, AND PROJECTS 3
 FL2029'INCHES.  IT IS 1 FOOT SOUTH OF THE NORTH FENCE LINE OF THE
 FL2029'INCLOSURE.
 FL2029'
 FL2029'REFERENCE MARK NO. 2 IS STAMPED CLARK NO 2 1951, AND PROJECTS
 FL2029'2 INCHES.  IT IS 1 FOOT EAST OF THE WEST FENCE LINE OF THE
 FL2029'INCLOSURE, AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 FL2029'
 FL2029'AZIMUTH MARK IS STAMPED CLARK 1951, AND PROJECTS 3 INCHES.  IT
 FL2029'IS LOCATED 41 FEET NORTHWEST OF A CATTLE GUARD.  38 FEET NORTH
 FL2029'OF A POWERLINE POLE.  3 FEET SOUTH-SOUTHWEST OF A WHITE
 FL2029'WITNESS POST.  AND 2 FEET WEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2685 ***********************************************************************
 CS2685  DESIGNATION -  CLARK 2
 CS2685  PID         -  CS2685
 CS2685  STATE/COUNTY-  TX/ELLIS
 CS2685  USGS QUAD   -  ENNIS WEST (1978)
 CS2685
 CS2685                         *CURRENT SURVEY CONTROL
 CS2685  ___________________________________________________________________
 CS2685* NAD 83(1993)-  32 19 28.98112(N)    096 41 44.79765(W)     ADJUSTED  
 CS2685* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 CS2685  ___________________________________________________________________
 CS2685  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 CS2685  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CS2685
 CS2685  HORZ ORDER  -  THIRD
 CS2685
 CS2685.The horizontal coordinates were established by classical geodetic methods
 CS2685.and adjusted by the National Geodetic Survey in February 1996..
 CS2685.No horizontal observational check was made to the station.
 CS2685
 CS2685.The orthometric height was scaled from a topographic map.
 CS2685
 CS2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2685
 CS2685.The geoid height was determined by GEOID03.
 CS2685
 CS2685;                    North         East     Units Scale Factor Converg.
 CS2685;SPC TXNC     - 2,074,431.141   769,866.685   MT  0.99995249   +0 59 02.4
 CS2685;SPC TXNC     - 6,805,862.84  2,525,804.28   sFT  0.99995249   +0 59 02.4
 CS2685;UTM  14      - 3,578,761.968   716,900.849   MT  1.00018019   +1 13 57.3
 CS2685
 CS2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2685!SPC TXNC     -   0.99998039  x   0.99995249  =   0.99993289
 CS2685!UTM  14      -   0.99998039  x   1.00018019  =   1.00016058
 CS2685
 CS2685:                Primary Azimuth Mark                     Grid Az
 CS2685:SPC TXNC     -  ENNIS TOWER HILL WATER TANK              073 06 40.3
 CS2685:UTM  14      -  ENNIS TOWER HILL WATER TANK              072 51 45.4
 CS2685
 CS2685|---------------------------------------------------------------------|
 CS2685| PID    Reference Object                     Distance      Geod. Az  |
 CS2685|                                                           dddmmss.s |
 CS2685| CS2679 ENNIS TOWER HILL WATER TANK         APPROX. 5.6 KM 0740542.7 |
 CS2685| CX9236 CLARK 2 RM 3                         30.786 METERS 09328     |
 CS2685| CX9237 CLARK 2 RM 4                         23.998 METERS 17020     |
 CS2685| CX9231 CLARK AZ MK                                        2795459.1 |
 CS2685|---------------------------------------------------------------------|
 CS2685
 CS2685                          SUPERSEDED SURVEY CONTROL
 CS2685
 CS2685  NAD 83(1986)-  32 19 28.98858(N)    096 41 44.77899(W) AD(       ) 3
 CS2685  NAD 27      -  32 19 28.46678(N)    096 41 43.80786(W) AD(       ) 3
 CS2685
 CS2685.Superseded values are not recommended for survey control.
 CS2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2685.See file dsdata.txt to determine how the superseded data were derived.
 CS2685
 CS2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1690178762(NAD 83)
 CS2685_MARKER: DS = TRIANGULATION STATION DISK
 CS2685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2685
 CS2685  HISTORY     - Date     Condition        Report By
 CS2685  HISTORY     - 1965     MONUMENTED       CGS
 CS2685
 CS2685                          STATION DESCRIPTION
 CS2685
 CS2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAE)
 CS2685'THE STATION IS ABOUT 4 MILES WEST OF ENNIS, ABOUT 10 MILES
 CS2685'SOUTHEAST OF WAXAHACHIE, AT AN INTERSECTION OF A COUNTY ROAD
 CS2685'AND U.S. HIGHWAY 287, THE STATION IS IN THE SOUTHEAST ANGLE OF
 CS2685'THE CROSSROAD.
 CS2685'
 CS2685'TO REACH THE STATION FROM THE RAILWAY STATION IN ENNIS, GO
 CS2685'WESTERLY ALONG U.S. HIGHWAY 287 FOR 4.1 MILES TO THE STATION
 CS2685'ON THE LEFT.  TO REACH THE AZIMUTH MARK CONTINUE WEST ON THE
 CS2685'HIGHWAY 0.4 MILE TO AZIMUTH MARK ON THE RIGHT.
 CS2685'
 CS2685'STATION MARKS ARE STANDARD DISKS, STAMPED CLARK 2 1965.  THE
 CS2685'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CS2685'PROJECTS ABOUT 4 INCHES.  IT IS 63 FEET SOUTH OF THE CENTER
 CS2685'LINE OF HIGHWAY, 77 FEET NORTHEAST OF THE CENTER LINE OF COUNTY
 CS2685'ROAD, 5 FEET NORTH-NORTHEAST OF THE NORTH POST OF A LARGE SIGN
 CS2685'BOARD, AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE UNDER
 CS2685'GROUND STATION DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 45
 CS2685'INCHES BELOW THE SURFACE OF THE GROUND.
 CS2685'
 CS2685'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CLARK 2 NO 3 1965,
 CS2685'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS ABOUT 3
 CS2685'INCHES.  IT IS 59 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 CS2685'200 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD (MEASURED
 CS2685'ALONG U.S. HIGHWAY 287 RIGHT-OF-WAY), AND 104 FEET EAST OF THE
 CS2685'NORTH POST OF THE SIGN BOARD.
 CS2685'
 CS2685'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CLARK 2 NO 4 1965,
 CS2685'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 6
 CS2685'INCHES.  IT IS 140 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 50
 CS2685'FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD, AND 49 FEET SOUTH
 CS2685'OF THE SOUTH POST OF THE SIGN BOARD.
 CS2685'
 CS2685'AZIMUTH MARK, A STANDARD DISK STAMPED CLARK 1949, IS SET IN A
 CS2685'10 IN X 10 IN CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.  IT
 CS2685'IS 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 117 FEET
 CS2685'WEST OF A TELEPHONE POLE, AND 1 FOOT SOUTHEAST OF A HIGHWAY
 CS2685'RIGHT-OF-WAY WOODEN POST.
 CS2685'
 CS2685'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0940 ***********************************************************************
 CB0940  DESIGNATION -  CLARK ET
 CB0940  PID         -  CB0940
 CB0940  STATE/COUNTY-  TX/GLASSCOCK
 CB0940  USGS QUAD   -  GARDEN CITY (1963)
 CB0940
 CB0940                         *CURRENT SURVEY CONTROL
 CB0940  ___________________________________________________________________
 CB0940* NAD 83(1993)-  31 51 19.83953(N)    101 25 27.72828(W)     ADJUSTED  
 CB0940* NAVD 88     -       824.0    (meters)    2703.     (feet)  VERTCON   
 CB0940  ___________________________________________________________________
 CB0940  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 CB0940  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CB0940
 CB0940  HORZ ORDER  -  THIRD
 CB0940
 CB0940.The horizontal coordinates were established by classical geodetic methods
 CB0940.and adjusted by the National Geodetic Survey in February 1996..
 CB0940
 CB0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0940
 CB0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0940
 CB0940.The geoid height was determined by GEOID03.
 CB0940
 CB0940;                    North         East     Units Scale Factor Converg.
 CB0940;SPC TX C     - 3,243,161.598   596,745.684   MT  0.99999264   -0 33 43.0
 CB0940;SPC TX C     -10,640,272.68  1,957,823.13   sFT  0.99999264   -0 33 43.0
 CB0940;UTM  14      - 3,526,982.601   270,616.468   MT  1.00024897   -1 16 48.3
 CB0940
 CB0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0940!SPC TX C     -   0.99987449  x   0.99999264  =   0.99986713
 CB0940!UTM  14      -   0.99987449  x   1.00024897  =   1.00012343
 CB0940
 CB0940:                Primary Azimuth Mark                     Grid Az
 CB0940:SPC TX C     -  GARDEN                                   244 20 02.5
 CB0940:UTM  14      -  GARDEN                                   245 03 07.8
 CB0940
 CB0940|---------------------------------------------------------------------|
 CB0940| PID    Reference Object                     Distance      Geod. Az  |
 CB0940|                                                           dddmmss.s |
 CB0940| CB0987 GARDEN                              APPROX.10.5 KM 2434619.5 |
 CB0940|---------------------------------------------------------------------|
 CB0940
 CB0940                          SUPERSEDED SURVEY CONTROL
 CB0940
 CB0940  NAD 83(1986)-  31 51 19.84674(N)    101 25 27.71732(W) AD(       ) 3
 CB0940  NAD 27      -  31 51 19.36348(N)    101 25 26.29053(W) AD(       ) 3
 CB0940  NGVD 29 (07/19/86)  823.7    (m)         2702.     (f) VERT ANG       
 CB0940
 CB0940.Superseded values are not recommended for survey control.
 CB0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0940.See file dsdata.txt to determine how the superseded data were derived.
 CB0940
 CB0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA7061626983(NAD 83)
 CB0940_MARKER: DD = SURVEY DISK
 CB0940_SETTING: 0 = UNSPECIFIED SETTING
 CB0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0940
 CB0940  HISTORY     - Date     Condition        Report By
 CB0940  HISTORY     - 1962     MONUMENTED       USGS
 CB0940
 CB0940                          STATION DESCRIPTION
 CB0940
 CB0940'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0940'STATION LOCATED ABOUT 3.5 MI. E. OF GARDEN CITY, 65 FT. S. AND 10
 CB0940'FT. HIGHER THAN CENTERLINE STATE HIGHWAY 158, 3.0 FT. S. AND 2.0 FT.
 CB0940'E. OF FENCE CORNER.
 CB0940'
 CB0940'TO REACH FROM THE COURTHOUSE IN GARDEN CITY, GO E. ON STATE HIGHWAY
 CB0940'158 3.5 MI. TO TOP OF SMALL HILL AND STATION.
 CB0940'
 CB0940'STATION MARK--STANDARD TABLET SET IN EMBEDDED ROCK, STAMPED
 CB0940'---CLARK-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0830 ***********************************************************************
 GK0830  DESIGNATION -  CLARK MONUMENT 10
 GK0830  PID         -  GK0830
 GK0830  STATE/COUNTY-  TX/HANSFORD
 GK0830  USGS QUAD   -  HORSESHOE HILL (1973)
 GK0830
 GK0830                         *CURRENT SURVEY CONTROL
 GK0830  ___________________________________________________________________
 GK0830* NAD 83(1993)-  36 29 59.65301(N)    101 05 18.98088(W)     ADJUSTED  
 GK0830* NAVD 88     -       843.2    (meters)    2766.     (feet)  VERTCON   
 GK0830  ___________________________________________________________________
 GK0830  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 GK0830  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 GK0830
 GK0830  HORZ ORDER  -  SECOND
 GK0830
 GK0830.The horizontal coordinates were established by classical geodetic methods
 GK0830.and adjusted by the National Geodetic Survey in February 1996..
 GK0830
 GK0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0830
 GK0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0830
 GK0830.The geoid height was determined by GEOID03.
 GK0830
 GK0830;                    North         East     Units Scale Factor Converg.
 GK0830;SPC TX N     - 1,277,427.369   236,860.487   MT  1.00008922   +0 14 18.3
 GK0830;SPC TX N     - 4,191,026.29    777,099.78   sFT  1.00008922   +0 14 18.3
 GK0830;UTM  14      - 4,041,425.906   312,941.901   MT  1.00003112   -1 14 33.7
 GK0830
 GK0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0830!SPC TX N     -   0.99987195  x   1.00008922  =   0.99996116
 GK0830!UTM  14      -   0.99987195  x   1.00003112  =   0.99990306
 GK0830
 GK0830|---------------------------------------------------------------------|
 GK0830| PID    Reference Object                     Distance      Geod. Az  |
 GK0830|                                                           dddmmss.s |
 GK0830| CM8680 CLARK MONUMENT 10 RM 1               55.710 METERS 04100     |
 GK0830| GK0831 HANSFORD COUNTY NE COR 1931         308.047 METERS 08959     |
 GK0830| CM8681 CLARK MONUMENT 10 RM 2                             15015     |
 GK0830| CM9360 TOP VERT SHAFT WINDMILL                            1971609.2 |
 GK0830|---------------------------------------------------------------------|
 GK0830
 GK0830                          SUPERSEDED SURVEY CONTROL
 GK0830
 GK0830  NAD 83(1993)-  36 29 59.65291(N)    101 05 18.98089(W) AD(       ) 2
 GK0830  NAD 83(1986)-  36 29 59.65742(N)    101 05 18.96714(W) AD(       ) 2
 GK0830  NAD 27      -  36 29 59.55900(N)    101 05 17.40300(W) AD(       ) 2
 GK0830  NGVD 29 (07/19/86)  842.8    (m)         2765.     (f) VERT ANG       
 GK0830
 GK0830.Superseded values are not recommended for survey control.
 GK0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0830.See file dsdata.txt to determine how the superseded data were derived.
 GK0830
 GK0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1294241426(NAD 83)
 GK0830_MARKER: N = NAIL
 GK0830_SETTING: 0 = UNSPECIFIED SETTING
 GK0830
 GK0830  HISTORY     - Date     Condition        Report By
 GK0830  HISTORY     - 1931     MONUMENTED       USGLO
 GK0830
 GK0830                          STATION DESCRIPTION
 GK0830
 GK0830'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 GK0830'STATION IS ABOUT 0.6 MILE E OF THE SW CORNER SEC. 35, T 1 N,
 GK0830'R 18 E, ABOUT 160 FEET S OF AN E-W FENCE, IN PASTURE.
 GK0830'
 GK0830'STATION IS MARKED BY A CONE-SHAPED CONCRETE POST ABOUT 3 FEET
 GK0830'HIGH PLACED BY THE UNITED STATES GENERAL LAND OFFICE TO MARK
 GK0830'THE ORIGINAL POSITION OF CLARK MONUMENT NO. 10.  CENTER IS
 GK0830'MARKED BY NAIL HEAD FLUSH WITH SURFACE, NEAR CENTER OF POST.
 GK0830'
 GK0830'REFERENCE MARKS SET IN 1931 ARE STANDARD BRONZE DISKS SET IN
 GK0830'CONCRETE POSTS.
 GK0830'
 GK0830'REFERENCE MARK NO. 1 IS IN E-W FENCE LINE, AND 55.71 METERS
 GK0830'(182.8 FEET) FROM STATION N 41 DEG E.
 GK0830'
 GK0830'REFERENCE MARK NO. 2 IS 1 FOOT W OF N-S FENCE LINE, ON RANGE
 GK0830'WITH W END OF SADDLE W OF A CONE-SHAPED BUTTE ON SE HORIZON,
 GK0830'AND 0.2 MILE (SPEEDOMETER) FROM STATION S 29 DEG 45 MIN E.
 GK0830'
 GK0830'BEARING FROM STATION TO HANSFORD COUNTY, TEXAS, NE CORNER,
 GK0830'DISTANT 307.990 METERS (1,010.46 FEET), IS N 89 DEG 59 MIN E.
 GK0830'TIP OF VERTICAL SHAFT OF WINDMILL AT HOUSE, DISTANT ABOUT 1/2
 GK0830'MILE, IS S 17 DEG 16 MIN W.
 GK0830'
 GK0830'TO REACH STATION FROM HARDESTY, OKLAHOMA, (A VILLAGE ON THE
 GK0830'TRUNK LINE HIGHWAY), GO E 2.3 MILES FROM RAILROAD CROSSING,
 GK0830'THEN S 1.0 MILE, E 3.0 MILES, AND S 7.0 MILES TO STATE LINE
 GK0830'FENCE.  TURN E ALONG N SIDE OF FENCE AND GO 0.4 MILE TO GATE,
 GK0830'THROUGH GATE, AND 0.2 MILE E TO STATION IN PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1338 ***********************************************************************
 GL1338  DESIGNATION -  CLARK MONUMENT 5
 GL1338  PID         -  GL1338
 GL1338  STATE/COUNTY-  TX/DALLAM
 GL1338  USGS QUAD   -  CONRAD (1971)
 GL1338
 GL1338                         *CURRENT SURVEY CONTROL
 GL1338  ___________________________________________________________________
 GL1338* NAD 83(1993)-  36 30 01.27010(N)    102 16 52.37534(W)     ADJUSTED  
 GL1338* NAVD 88     -      1183.7    (meters)    3884.     (feet)  VERTCON   
 GL1338  ___________________________________________________________________
 GL1338  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 GL1338  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 GL1338
 GL1338  HORZ ORDER  -  FIRST
 GL1338
 GL1338.The horizontal coordinates were established by classical geodetic methods
 GL1338.and adjusted by the National Geodetic Survey in February 1996..
 GL1338
 GL1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1338
 GL1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1338
 GL1338.The geoid height was determined by GEOID03.
 GL1338
 GL1338;                    North         East     Units Scale Factor Converg.
 GL1338;SPC TX N     - 1,277,677.075   130,004.846   MT  1.00008937   -0 27 09.9
 GL1338;SPC TX N     - 4,191,845.54    426,524.23   sFT  1.00008937   -0 27 09.9
 GL1338;SPC OK N     -   174,925.834   216,581.715   MT  0.99996224   -2 31 35.6
 GL1338;SPC OK N     -   573,902.51    710,568.51   sFT  0.99996224   -2 31 35.6
 GL1338;UTM  13      - 4,042,885.280   743,507.322   MT  1.00033061   +1 37 04.8
 GL1338
 GL1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1338!SPC TX N     -   0.99981811  x   1.00008937  =   0.99990747
 GL1338!SPC OK N     -   0.99981811  x   0.99996224  =   0.99978036
 GL1338!UTM  13      -   0.99981811  x   1.00033061  =   1.00014866
 GL1338
 GL1338|---------------------------------------------------------------------|
 GL1338| PID    Reference Object                     Distance      Geod. Az  |
 GL1338|                                                           dddmmss.s |
 GL1338| CM8682 CLARK MONUMENT 5 RM 1                              07546     |
 GL1338| GL1352 KERRICK                             APPROX. 6.5 KM 1491129.1 |
 GL1338| CM8683 CLARK MONUMENT 5 RM 2               110.222 METERS 34750     |
 GL1338|---------------------------------------------------------------------|
 GL1338
 GL1338                          SUPERSEDED SURVEY CONTROL
 GL1338
 GL1338  NAD 83(1993)-  36 30 01.26999(N)    102 16 52.37545(W) AD(       ) 1
 GL1338  NAD 83(1986)-  36 30 01.28238(N)    102 16 52.36508(W) AD(       ) 1
 GL1338  NAD 27      -  36 30 01.18800(N)    102 16 50.73000(W) AD(       ) 1
 GL1338  NGVD 29 (07/19/86) 1183.2    (m)         3882.     (f) VERT ANG       
 GL1338
 GL1338.Superseded values are not recommended for survey control.
 GL1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1338.See file dsdata.txt to determine how the superseded data were derived.
 GL1338
 GL1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA4350742885(NAD 83)
 GL1338_MARKER: DS = TRIANGULATION STATION DISK
 GL1338_SETTING: 0 = UNSPECIFIED SETTING
 GL1338
 GL1338  HISTORY     - Date     Condition        Report By
 GL1338  HISTORY     - 1931     MONUMENTED       CGS
 GL1338
 GL1338                          STATION DESCRIPTION
 GL1338
 GL1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1338'ABOUT 2-1/2 MILES WEST OF KERRICK, IN A SMALL PASTURE, ABOUT
 GL1338'25 YARDS EAST OF A NORTH-AND-SOUTH FENCE THAT SEPARATES THE
 GL1338'PASTURE FROM A CULTIVATED FIELD, AND ABOUT 125 YARDS SOUTH
 GL1338'OF THE STATE LINE ROAD.  TO REACH STATION FROM KERRICK, GO
 GL1338'NORTHWEST ON SOUTH SIDE OF TRACK 0.5 MILE FROM MAGNOLIA
 GL1338'FILLING STATION TO THE STATE LINE ROAD, WEST ON STATE LINE
 GL1338'ROAD 1.7 MILES TO GATE AT NORTHEAST CORNER OF PASTURE.  THROUGH
 GL1338'GATE AND WEST 1/4 MILE TO STATION.  STATION MARKED BY A
 GL1338'STANDARD DISK STATION MARK SET IN CENTER OF OLD ZINC-COVERED
 GL1338'CONCRETE CONE WHICH PROJECTS ABOUT 30 INCHES ABOVE GROUND.
 GL1338'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 GL1338'NO. 1 IS 83.5 FEET WEST OF NORTHEAST CORNER OF
 GL1338'PASTURE, 30 FEET SOUTH OF CENTER LINE OF ROAD, 0.80 FEET
 GL1338'SOUTH OF EAST-AND-WEST FENCE LINE, AND APPROXIMATELY
 GL1338'0.25 MILE FROM STATION N 75 DEG 46 MIN E.
 GL1338'NO. 2 IS 31.6 FEET SOUTH OF CENTER LINE OF ROAD, 2.8
 GL1338'FEET SOUTHEAST OF NORTHWEST CORNER OF PASTURE, AND 361.62
 GL1338'FEET FROM STATION N 12 DEG 10 MIN W.  BOTH
 GL1338'REFERENCE MARKS PROJECT 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1503 ***********************************************************************
 AB1503  DESIGNATION -  CLARK USE 1950
 AB1503  PID         -  AB1503
 AB1503  STATE/COUNTY-  TX/CAMERON
 AB1503  USGS QUAD   -  PORT ISABEL (1983)
 AB1503
 AB1503                         *CURRENT SURVEY CONTROL
 AB1503  ___________________________________________________________________
 AB1503* NAD 83(1993)-  26 03 14.98796(N)    097 10 36.83959(W)     ADJUSTED  
 AB1503* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 AB1503  ___________________________________________________________________
 AB1503  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AB1503  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 AB1503
 AB1503  HORZ ORDER  -  THIRD
 AB1503
 AB1503.The horizontal coordinates were established by classical geodetic methods
 AB1503.and adjusted by the National Geodetic Survey in February 1996..
 AB1503
 AB1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1503
 AB1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1503
 AB1503.The geoid height was determined by GEOID03.
 AB1503
 AB1503;                    North         East     Units Scale Factor Converg.
 AB1503;SPC TX S     - 5,043,627.238   432,406.534   MT  1.00003024   +0 36 02.5
 AB1503;SPC TX S     -16,547,300.36  1,418,653.77   sFT  1.00003024   +0 36 02.5
 AB1503;UTM  14      - 2,882,956.875   682,386.895   MT  1.00001074   +0 48 03.5
 AB1503
 AB1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1503!SPC TX S     -   1.00000313  x   1.00003024  =   1.00003337
 AB1503!UTM  14      -   1.00000313  x   1.00001074  =   1.00001387
 AB1503
 AB1503:                Primary Azimuth Mark                     Grid Az
 AB1503:SPC TX S     -  BRAZOS SANTIAGO ENT RNG R LT             012 09 57.3
 AB1503:UTM  14      -  BRAZOS SANTIAGO ENT RNG R LT             011 57 56.3
 AB1503
 AB1503|---------------------------------------------------------------------|
 AB1503| PID    Reference Object                     Distance      Geod. Az  |
 AB1503|                                                           dddmmss.s |
 AB1503| AB1491 BRAZOS SANTIAGO ENT RNG R LT        APPROX. 1.3 KM 0124559.8 |
 AB1503| AB1495 BRAZOS                              APPROX. 2.6 KM 0282247.8 |
 AB1503| CS4317 CLARK RM 3                           22.907 METERS 03439     |
 AB1503| AB1502 BRAZOS SANTIAGO RNG FT LT           APPROX. 2.0 KM 0403958.9 |
 AB1503| AB1508 BRAZOS SANTIAGO RNG REAR LT         APPROX. 2.8 KM 0445822.0 |
 AB1503| CS4316 CLARK RM 2                           40.855 METERS 31028     |
 AB1503| AB1512 POINT ISABEL LIGHT HOUSE            APPROX. 4.0 KM 3102837.3 |
 AB1503| AB1506 BRAZOS SANTIAGO LIGHT 16            APPROX. 0.6 KM 3124102.1 |
 AB1503|---------------------------------------------------------------------|
 AB1503
 AB1503                          SUPERSEDED SURVEY CONTROL
 AB1503
 AB1503  NAD 83(1986)-  26 03 14.99795(N)    097 10 36.80474(W) AD(       ) 3
 AB1503  NAD 27      -  26 03 13.71700(N)    097 10 35.89800(W) AD(       ) 3
 AB1503  NGVD 29 (06/28/90)    1.5    (m)            5.     (f) VERT ANG       
 AB1503
 AB1503.Superseded values are not recommended for survey control.
 AB1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1503.See file dsdata.txt to determine how the superseded data were derived.
 AB1503
 AB1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8238782957(NAD 83)
 AB1503_MARKER: I = METAL ROD
 AB1503_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AB1503_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AB1503_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1503
 AB1503  HISTORY     - Date     Condition        Report By
 AB1503  HISTORY     - 1950     MONUMENTED       USE
 AB1503  HISTORY     - 1964     GOOD             CGS
 AB1503  HISTORY     - 1985     GOOD             NGS
 AB1503  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 AB1503
 AB1503                          STATION DESCRIPTION
 AB1503
 AB1503'DESCRIBED BY US ENGINEERS 1950 (GEM)
 AB1503'LOCATED ON CLARK ISLAND JUST S. OF THE BROWNSVILLE SHIP CHANNEL
 AB1503'IN S. END OF LAGUNA MADRE, APPROXIMATELY 21.4 MILES ENE. OF
 AB1503'BROWNSVILLE AND 2.0 MILES SE. OF PORT ISABEL.
 AB1503'
 AB1503'STATION IS ON THE N. SIDE OF A LOW RIDGE COVERED WITH GRASS
 AB1503'AND CACTUS, 2.0 FT. N. OF A 4 X 4 INCH WHITE WOODEN WITNESS
 AB1503'POST.  IT IS THE CENTER OF A 1/2 INCH BRASS ROD IN TOP OF AN
 AB1503'EIGHT INCH CONCRETE FILLED TERRA COTTA PIPE PROJECTING 6
 AB1503'INCHES.  THERE IS NO SUB-SURFACE MARK.
 AB1503'
 AB1503'REFERENCE MARK NO. 1, STAMPED CLARK 1950 NO 1, AND PROJECTING
 AB1503'4 INCHES, IS ON GRASS FLAT ENE. OF STATION AND ON RANGE WITH
 AB1503'SANTIAGO 1950, AND 2.0 FT. E. OF A 6 X 6 INCH WOODEN WITNESS
 AB1503'POST PROJECTING 4.5 FT.
 AB1503'
 AB1503'REFERENCE MARK NO. 2, STAMPED CLARK 1950 NO 2, AND PROJECTING
 AB1503'6 INCHES, IS ON GRASS FLAT NW. OF STATION, ON RANGE WITH
 AB1503'POINT ISABEL LIGHT HOUSE 1867, (NOTE--THE FINIAL OF THIS
 AB1503'LIGHTHOUSE HAS BEEN DESTROYED AND NO ATTEMPT SHOULD BE MADE
 AB1503'TO USE IT AS AN AZIMUTH STATION) AND 2.0 FT. W. OF A WOODEN
 AB1503'WITNESS POST 6 INCHES IN DIAMETER PROJECTING 3.0 FT.
 AB1503'
 AB1503'TO REACH FROM INTERSECTION OF TEXAS HIGHWAYS NO. 4 AND 48 (BOCA
 AB1503'CHICA ROAD AND PORT BROWNSVILLE ROAD, RESPECTIVELY) IN
 AB1503'BROWNSVILLE, GO E. ON HIGHWAY NO. 4 FOR 23.2 MILES TO THE GULF
 AB1503'OF MEXICO, TURN N. (LEFT) AND GO 4.9 MILES ALONG BEACH TO
 AB1503'BRAZOS SANTIAGO SOUTH JETTY, TURN W. (LEFT) (LEAVING BEACH)
 AB1503'AND GO 0.2 MILE TO A SAND TRAIL LEADING S. FROM OLD WOODEN
 AB1503'PILING, FOLLOW TRAIL WESTERLY AND NORTHERLY TO WATERS EDGE,
 AB1503'THEN FOLLOW WATERS EDGE TO A SPOIL BANK, TURN S. AND PASS
 AB1503'AROUND SPOIL BANK, CROSS SAND FLAT TO GRASS AND CACTUS
 AB1503'COVERED LOW RIDGE AND STATION SITE.
 AB1503'
 AB1503'NO ATTEMPT SHOULD BE MADE TO REACH THIS STATION IN OTHER
 AB1503'THAN FOUR-WHEEL DRIVE VEHICLES.
 AB1503'
 AB1503'TO REACH STATION BY BOAT, LAND ON CLARK ISLAND, OPPOSITE
 AB1503'BRAZOS SANTIAGO LIGHT 16, AND WALK TO THE STATION.
 AB1503'
 AB1503'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 METERS.
 AB1503
 AB1503                          STATION RECOVERY (1964)
 AB1503
 AB1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 AB1503'STATION, STEEL ROD IN 6 IN CLAY TILE, WAS REMOVED IN GOOD
 AB1503'CONDITION.  R.M. 2 WAS RECOVERED IN GOOD CONDITION.  STATION
 AB1503'IS ON CLARK ISLAND OPPOSITE BROWNSUILE SHIP CHANNEL LT. 16.
 AB1503'THERE IS A 20 FT WOOD TOWER OVER STATION.
 AB1503
 AB1503                          STATION RECOVERY (1985)
 AB1503
 AB1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1503'THE STATION WAS RECOVERED AT THIS DATE.
 AB1503'THE STATION MARK AND REFERENCE MARK NO 2 WAS RECOVERED IN GOOD
 AB1503'CONDITION. REFERENCE MARK NO 1 WAS NOT RECOVERED. THE DIRECTION AND
 AB1503'DISTANCE TO REFERENCE MARK NO 2 CHECKED WITH THE 1950 DATA.
 AB1503'REFERENCE MARK NO 3 WAS ESTABLISHED AS THIS TIME. A NEW DESCRIPTION
 AB1503'FOLLOWS.
 AB1503'
 AB1503'THE STATION IS LOCATED ABOUT 34.4 KM (21.4 MI)
 AB1503'EAST-NORTHEAST OF BROWNSVILLE, 3.2 KM (2.0 MI) SOUTHEAST OF PORT
 AB1503'ISABEL AND 300 METERS (984 FT) SOUTHEAST OF THE BROWNSVILL SHIP
 AB1503'CHANNE.
 AB1503'OWNERSHIP--BROWNSVILLE NAVIGATION DISTRICT, PORT OF BROWNSVILLE,
 AB1503'POST OFFICE 3070, BROWNSVILLE TX 78523, PHONE 512-831-4592.
 AB1503'
 AB1503'TO REACH THE STATION FROM THE END OF STATE HIGHWAY 4 AT THE BEACH,
 AB1503'GO NORTH ON THE BEACH FOR 7.56 KM (4.7 MI) TO THE SOUTH JETTY OF
 AB1503'THE BRAZOS SANTIAGO PASS. TURN LEFT PICKING UP A ROAD ON THE NORTH
 AB1503'SIDE OF THE ELEVATED HOUSES FOR 0.9 KM (0.55 MI) TO THE END OF THE
 AB1503'JETTY. CONTINUE AHEAD ON ROAD AND ALONG BEACH 0.4 KM (0.25 MI) TO
 AB1503'AN OPEN AREA. BEAR LEFT, PICKING THE TRACK ROAD LEADING TO SPOIL
 AB1503'BANK LEVEE FOR 0.8 KM (0.5 MI) TO A DRAIN GATE IN LEVEE. CONTINUE
 AB1503'SOUTHWEST, DROPPING OFF LEVEE AND FOLLOW ROAD FOR 0.56 KM (0.35 MI)
 AB1503'TO A LEVEE CORNER ON THE LEFT. CONTINUE AHEAD ON ROAD FOR 0.4 KM
 AB1503'(0.25 MI) TO A SLIGHT RISE. CONTINUE AHEAD AROUND A DOUBLE CURVE IN
 AB1503'ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 AB1503'
 AB1503'THE STATION IS THE CENTER OF A 1/2 INCH COPPER ROD
 AB1503'THAT IS ---UNSTAMPED---,
 AB1503'SET INTO CONCRETE AT THE CENTER OF A CLAY TILE PIPE IMBEDDED IN THE
 AB1503'GROUND. LOCATED
 AB1503'42.1 METERS (138 FT) SOUTHEAST FROM A SAND ROAD AND
 AB1503'4.9 METERS (16.0 FT) NORTHWEST FROM A WITNESS POST.
 AB1503'
 AB1503'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AB1503'STAMPED---CLARK NO 2 1950---,
 AB1503'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1503'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1503'4.9 METERS (16 FT) SOUTHEAST FROM A SAND ROAD AND
 AB1503'0.30 METER (1.0 FT) SOUTHWEST FROM A WITNESS POST.
 AB1503'MARK IS LEVEL WITH THE STATION.
 AB1503'
 AB1503'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 AB1503'STAMPED---CLARK 1950 NO 3 1985---,
 AB1503'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB1503'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AB1503'33.5 METERS (110 FT) SOUTHEAST FROM A SAND ROAD AND
 AB1503'0.7 METER (2.4 FT) SOUTH FROM A WITNESS POST.
 AB1503'MARK IS LEVEL WITH THE STATION.
 AB1503'
 AB1503'HEIGHT OF LIGHT SHOWN WAS 3.7 METERS ABOVE THE MARK.
 AB1503'
 AB1503'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AN AZIMUTH MARK.
 AB1503'STATION BRAZOS 1939 WILL SERVE AS THE AZIMUTH.
 AB1503'
 AB1503'DESCRIBED BY D. L. MCFARLAND.
 AB1503
 AB1503                          STATION RECOVERY (1991)
 AB1503
 AB1503'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0991 ***********************************************************************
 DO0991  DESIGNATION -  CLARKE
 DO0991  PID         -  DO0991
 DO0991  STATE/COUNTY-  TX/YOUNG
 DO0991  USGS QUAD   -  NEWCASTLE (1981)
 DO0991
 DO0991                         *CURRENT SURVEY CONTROL
 DO0991  ___________________________________________________________________
 DO0991* NAD 83(1993)-  33 07 32.10602(N)    098 40 58.21508(W)     ADJUSTED  
 DO0991* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 DO0991  ___________________________________________________________________
 DO0991  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DO0991  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DO0991
 DO0991  HORZ ORDER  -  THIRD
 DO0991
 DO0991.The horizontal coordinates were established by classical geodetic methods
 DO0991.and adjusted by the National Geodetic Survey in February 1996..
 DO0991
 DO0991.The orthometric height was scaled from a topographic map.
 DO0991
 DO0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0991
 DO0991.The geoid height was determined by GEOID03.
 DO0991
 DO0991;                    North         East     Units Scale Factor Converg.
 DO0991;SPC TXNC     - 2,161,794.052   582,939.662   MT  0.99987345   -0 05 59.0
 DO0991;SPC TXNC     - 7,092,485.99  1,912,527.87   sFT  0.99987345   -0 05 59.0
 DO0991;UTM  14      - 3,665,254.200   529,586.013   MT  0.99961079   +0 10 24.0
 DO0991
 DO0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0991!SPC TXNC     -   0.99993970  x   0.99987345  =   0.99981316
 DO0991!UTM  14      -   0.99993970  x   0.99961079  =   0.99955052
 DO0991
 DO0991                          SUPERSEDED SURVEY CONTROL
 DO0991
 DO0991  NAD 83(1993)-  33 07 32.10709(N)    098 40 58.21300(W) AD(       ) 3
 DO0991  NAD 83(1986)-  33 07 32.10862(N)    098 40 58.20023(W) AD(       ) 3
 DO0991
 DO0991.Superseded values are not recommended for survey control.
 DO0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0991.See file dsdata.txt to determine how the superseded data were derived.
 DO0991
 DO0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB2958665254(NAD 83)
 DO0991_MARKER: DD = SURVEY DISK
 DO0991_SETTING: 66 = SET IN ROCK OUTCROP
 DO0991_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DO0991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0991+STABILITY: POSITION/ELEVATION WELL
 DO0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0991+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2003
 DO0991
 DO0991  HISTORY     - Date     Condition        Report By
 DO0991  HISTORY     - 1963     MONUMENTED       USGS
 DO0991  HISTORY     - 1965     GOOD             USGS
 DO0991  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0991  HISTORY     - 20030201 GOOD             LINK
 DO0991
 DO0991                          STATION DESCRIPTION
 DO0991
 DO0991'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0991'LOCATED ABOUT 5.5 MI. W. OF GRAHAM AND 6 MI. SE. OF NEWCASTLE ON THE
 DO0991'HIGH POINT OF A PROMINENT WOODED RIDGE.  STATION IN NEAR THE CENTER
 DO0991'OF THE RIDGE AND ABOUT 300 FT. S. OF AN OIL WELL.
 DO0991'
 DO0991'TO REACH FROM THE NE. CORNER OF THE SQUARE IN GRAHAM, GO N. ON STATE
 DO0991'HIGHWAY 24 0.4 MI. AND THEN W. ON FARM TO MARKET ROAD 61 4.1 MI.,
 DO0991'TURN LEFT (S.) ON DIRT RD. AND FOLLOW MAIN TRAVELED RD. S. AND W.
 DO0991'2.6 MI. TO T-RD., TURN RIGHT (N.) 0.4 MI. TO DAM, TURN LEFT ACROSS
 DO0991'DAM AND CONTINUE UP HILL 0.3 MI. TO Y-RD., TAKE LEFT FORK S. 0.1 MI.
 DO0991'TO DIM TRACK RD. ON THE LEFT, JUST N. OF AN OIL WELL, TAKE TRACK RD.
 DO0991'SE. 0.3 MI. TO WOODED TOP AND STATION.
 DO0991'
 DO0991'RECOVERED BY USGS IN 1965.
 DO0991'
 DO0991'STATION MARK--STANDARD TABLET STAMPED---CLARKE-ET 1963---, CEMENTED
 DO0991'IN DRILL HOLE IN OUTCROP WHICH PROJECTS 1 FT. ABOVE GROUND.
 DO0991
 DO0991                          STATION RECOVERY (2001)
 DO0991
 DO0991'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0991'MARK NOT FOUND.
 DO0991
 DO0991                          STATION RECOVERY (2003)
 DO0991
 DO0991'RECOVERY NOTE BY LINK FIELD SERVICES, INC 2003 (DP)
 DO0991'RECOVERED BY DERECK PRICE (LINK FIELD SERVICES, INC.), WAYNE PRICE,
 DO0991'AND JACKIE WEBB
 DO0991'
 DO0991'DIRECTIONS - TO REACH FROM THE INTERSECTION OF HWY 380 BYPASS-HWY 16
 DO0991'IN GRAHAM, GO WEST ON STATE HWY 24 FOR .4 MILES, TURN RIGHT ON FARM
 DO0991'ROAD 61 FOR 5.8 MILES, TURN LEFT ON DIRT ROAD, GO THROUGH GATE,
 DO0991'FOLLOW ROAD, PASSING A DIM ROAD TO RIGHT AT 1800 FT, STAY LEFT. ROAD
 DO0991'WILL -T-, STAY RIGHT UNTIL SMALL LIFT-TYPE GATE IS FOUND AT 4545 FT
 DO0991'(.86 MILES). GO THROUGH GATE, FOLLOW ROAD 260 FT, TURN RIGHT AND GO
 DO0991'UPHILL, 4X4 MAY BE NEEDED.  AT 1260 FT (.23 MILES) TURN LEFT ON DIM
 DO0991'LEASE ROAD, FOLLOW ROAD TOWARDS HIGH POINT 600 FT (.11 MILES) AT
 DO0991'WHICH POIINT MONUMENT IS 125 FT SOUTH, IN ROCK ON HIGHEST POINT OF
 DO0991'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0393 ***********************************************************************
 DM0393  DESIGNATION -  CLARKSVILLE
 DM0393  PID         -  DM0393
 DM0393  STATE/COUNTY-  TX/RED RIVER
 DM0393  USGS QUAD   -  CLARKSVILLE (1964)
 DM0393
 DM0393                         *CURRENT SURVEY CONTROL
 DM0393  ___________________________________________________________________
 DM0393* NAD 83(1986)-  33 36 48.     (N)    095 03 13.     (W)     SCALED    
 DM0393* NAVD 88     -       124.983  (meters)     410.05   (feet)  ADJUSTED  
 DM0393  ___________________________________________________________________
 DM0393  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM0393  DYNAMIC HT  -         124.853 (meters)     409.62  (feet)  COMP
 DM0393  MODELED GRAV-     979,593.0   (mgal)                       NAVD 88
 DM0393
 DM0393  VERT ORDER  -  SECOND    CLASS 0
 DM0393
 DM0393.The horizontal coordinates were scaled from a topographic map and have
 DM0393.an estimated accuracy of +/- 6 seconds.
 DM0393
 DM0393.The orthometric height was determined by differential leveling
 DM0393.and adjusted by the National Geodetic Survey in June 1991..
 DM0393
 DM0393.The geoid height was determined by GEOID03.
 DM0393
 DM0393.The dynamic height is computed by dividing the NAVD 88
 DM0393.geopotential number by the normal gravity value computed on the
 DM0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0393.degrees latitude (g = 980.6199 gals.).
 DM0393
 DM0393.The modeled gravity was interpolated from observed gravity values.
 DM0393
 DM0393;                    North         East    Units  Estimated Accuracy
 DM0393;SPC TXNC     - 2,221,120.      919,750.      MT  (+/- 180 meters Scaled)
 DM0393
 DM0393                          SUPERSEDED SURVEY CONTROL
 DM0393
 DM0393  NGVD 29 (??/??/92)  124.978  (m)          410.03   (f) ADJ UNCH    2 0
 DM0393
 DM0393.Superseded values are not recommended for survey control.
 DM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0393.See file dsdata.txt to determine how the superseded data were derived.
 DM0393
 DM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT094211(NAD 83)
 DM0393_MARKER: DB = BENCH MARK DISK
 DM0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0393_SP_SET: ABUTMENT
 DM0393_STAMPING: CLARKSVILLE 1934
 DM0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0393
 DM0393  HISTORY     - Date     Condition        Report By
 DM0393  HISTORY     - 1934     MONUMENTED       LOCSUR
 DM0393
 DM0393                          STATION DESCRIPTION
 DM0393
 DM0393'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 DM0393'IN CLARKSVILLE.
 DM0393'DISK IS SET HORIZONTALLY IN N CONCRETE WINGWALL OF E ABUTMENT OF
 DM0393'CONCRETE BRIDGE OVER DELAWARE CREEK ON W MAIN STREET.  2 1/2 BLOCKS W
 DM0393'OF COURTHOUSE.  THIS WAS SET BY THE CITY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1332 ***********************************************************************
 DM1332  DESIGNATION -  CLARKSVILLE MUNICIPAL TANK
 DM1332  PID         -  DM1332
 DM1332  STATE/COUNTY-  TX/RED RIVER
 DM1332  USGS QUAD   -  CLARKSVILLE (1964)
 DM1332
 DM1332                         *CURRENT SURVEY CONTROL
 DM1332  ___________________________________________________________________
 DM1332* NAD 83(1993)-  33 36 54.36043(N)    095 03 35.27204(W)     ADJUSTED  
 DM1332* NAVD 88     -                                                        
 DM1332  ___________________________________________________________________
 DM1332  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DM1332  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM1332
 DM1332  HORZ ORDER  -  THIRD
 DM1332
 DM1332.The horizontal coordinates were established by classical geodetic methods
 DM1332.and adjusted by the National Geodetic Survey in February 1996..
 DM1332
 DM1332
 DM1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1332
 DM1332.The geoid height was determined by GEOID03.
 DM1332
 DM1332;                    North         East     Units Scale Factor Converg.
 DM1332;SPC TXNC     - 2,221,292.279   919,166.308   MT  0.99992086   +1 52 34.6
 DM1332;SPC TXNC     - 7,287,689.75  3,015,631.46   sFT  0.99992086   +1 52 34.6
 DM1332;UTM  15      - 3,721,382.427   308,912.446   MT  1.00005018   -1 08 26.4
 DM1332
 DM1332                          SUPERSEDED SURVEY CONTROL
 DM1332
 DM1332  NAD 83(1993)-  33 36 54.36100(N)    095 03 35.27105(W) AD(       ) 4
 DM1332  NAD 83(1986)-  33 36 54.36816(N)    095 03 35.25904(W) AD(       ) 4
 DM1332  NAD 27      -  33 36 53.97300(N)    095 03 34.46900(W) AD(       ) 3
 DM1332
 DM1332.Superseded values are not recommended for survey control.
 DM1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1332.See file dsdata.txt to determine how the superseded data were derived.
 DM1332
 DM1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0891221382(NAD 83)
 DM1332_MARKER: 53 = ELEVATED TANK
 DM1332
 DM1332  HISTORY     - Date     Condition        Report By
 DM1332  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1332  HISTORY     - 1956     GOOD             CGS
 DM1332  HISTORY     - 1969     GOOD             USAF
 DM1332
 DM1332                          STATION DESCRIPTION
 DM1332
 DM1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1332'THIS STATION IS LOCATED IN THE NORTHWEST PART OF THE TOWN
 DM1332'OF CLARKSVILLE.  IT IS A FOUR LEGGED, FLAT TOPPED, STEEL
 DM1332'TANK AND IS SILVER IN COLOR.  THE POINT INTERSECTED WAS THE
 DM1332'CENTER OF THE TANK.
 DM1332'
 DM1332'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DM1332'HIGHWAY 37 IN CLARKSVILLE, GO NORTH ON HIGHWAY 37 FOR 0.4
 DM1332'MILE TO A CROSS STREET.  TURN LEFT (WEST) AND GO 1.0 MILE TO THE
 DM1332'HIGHEST POINT AND THE STATION AS DESCRIBED.
 DM1332
 DM1332                          STATION RECOVERY (1956)
 DM1332
 DM1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1332'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1332'
 DM1332'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY
 DM1332'37 IN CLARKSVILLE, GO NORTH ON HIGHWAY 37 FOR 0.4 MILE TO A
 DM1332'CROSS STREET.  TURN LEFT WEST AND GO .32 MILE TO T ROAD.
 DM1332'GO LEFT SOUTH FOR .09 MILE TO ROAD RIGHT, TURN RIGHT WEST
 DM1332'FOR .11 MILE TO DIRT ROAD RIGHT.  TURN RIGHT FOR .08 MILE
 DM1332'TO STATION ON LEFT AS DESCRIBED.
 DM1332
 DM1332                          STATION RECOVERY (1969)
 DM1332
 DM1332'RECOVERY NOTE BY US AIR FORCE 1969
 DM1332'TANK WAS RECOVERED IN GOOD CONDITION.
 DM1332'
 DM1332'THE ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1330 ***********************************************************************
 DM1330  DESIGNATION -  CLARKSVILLE RED R CO CTHSE TWR
 DM1330  PID         -  DM1330
 DM1330  STATE/COUNTY-  TX/RED RIVER
 DM1330  USGS QUAD   -  CLARKSVILLE (1964)
 DM1330
 DM1330                         *CURRENT SURVEY CONTROL
 DM1330  ___________________________________________________________________
 DM1330* NAD 83(1993)-  33 36 47.87921(N)    095 03 04.97268(W)     ADJUSTED  
 DM1330* NAVD 88     -                                                        
 DM1330  ___________________________________________________________________
 DM1330  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 DM1330  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM1330
 DM1330  HORZ ORDER  -  THIRD
 DM1330
 DM1330.The horizontal coordinates were established by classical geodetic methods
 DM1330.and adjusted by the National Geodetic Survey in February 1996..
 DM1330
 DM1330
 DM1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1330
 DM1330.The geoid height was determined by GEOID03.
 DM1330
 DM1330;                    North         East     Units Scale Factor Converg.
 DM1330;SPC TXNC     - 2,221,118.319   919,953.425   MT  0.99992055   +1 52 51.1
 DM1330;SPC TXNC     - 7,287,119.02  3,018,213.86   sFT  0.99992055   +1 52 51.1
 DM1330;UTM  15      - 3,721,167.254   309,689.416   MT  1.00004653   -1 08 09.4
 DM1330
 DM1330                          SUPERSEDED SURVEY CONTROL
 DM1330
 DM1330  NAD 83(1993)-  33 36 47.87999(N)    095 03 04.97165(W) AD(       ) 4
 DM1330  NAD 83(1986)-  33 36 47.88682(N)    095 03 04.95963(W) AD(       ) 4
 DM1330  NAD 27      -  33 36 47.49100(N)    095 03 04.16700(W) AD(       ) 3
 DM1330
 DM1330.Superseded values are not recommended for survey control.
 DM1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1330.See file dsdata.txt to determine how the superseded data were derived.
 DM1330
 DM1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0968921167(NAD 83)
 DM1330_MARKER: 55 = TOWER
 DM1330
 DM1330  HISTORY     - Date     Condition        Report By
 DM1330  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1330  HISTORY     - 1956     GOOD             CGS
 DM1330
 DM1330                          STATION DESCRIPTION
 DM1330
 DM1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1330'THIS STATION IS LOCATED IN THE TOWN OF CLARKSVILLE.  IT IS
 DM1330'A BROWNSTONE BUILDING AND THE TOWER HAS CLOCKS ON ALL 4 SIDES.
 DM1330'THE POINT INTERSECTED WAS THE CENTER OF THE CLOCK TOWER.
 DM1330
 DM1330                          STATION RECOVERY (1956)
 DM1330
 DM1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1330'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1330'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1561 ***********************************************************************
 AH1561  DESIGNATION -  CLARKWOOD MUNICIPAL TANK
 AH1561  PID         -  AH1561
 AH1561  STATE/COUNTY-  TX/NUECES
 AH1561  USGS QUAD   -  ANNAVILLE (1975)
 AH1561
 AH1561                         *CURRENT SURVEY CONTROL
 AH1561  ___________________________________________________________________
 AH1561* NAD 83(1993)-  27 47 03.42424(N)    097 32 08.96151(W)     ADJUSTED  
 AH1561* NAVD 88     -                                                        
 AH1561  ___________________________________________________________________
 AH1561  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AH1561  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH1561
 AH1561  HORZ ORDER  -  THIRD
 AH1561
 AH1561.The horizontal coordinates were established by classical geodetic methods
 AH1561.and adjusted by the National Geodetic Survey in February 1996..
 AH1561
 AH1561
 AH1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1561
 AH1561.The geoid height was determined by GEOID03.
 AH1561
 AH1561;                    North         East     Units Scale Factor Converg.
 AH1561;SPC TX S     - 5,234,984.820   395,024.405   MT  0.99998795   +0 26 15.9
 AH1561;SPC TX S     -17,175,112.70  1,296,009.24   sFT  0.99998795   +0 26 15.9
 AH1561;UTM  14      - 3,074,166.159   644,256.218   MT  0.99985686   +0 40 57.5
 AH1561
 AH1561                          SUPERSEDED SURVEY CONTROL
 AH1561
 AH1561  NAD 83(1986)-  27 47 03.43412(N)    097 32 08.94083(W) AD(       ) 4
 AH1561  NAD 27      -  27 47 02.34000(N)    097 32 07.95400(W) AD(       ) 3
 AH1561
 AH1561.Superseded values are not recommended for survey control.
 AH1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1561.See file dsdata.txt to determine how the superseded data were derived.
 AH1561
 AH1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4425674166(NAD 83)
 AH1561_MARKER: 53 = ELEVATED TANK
 AH1561
 AH1561  HISTORY     - Date     Condition        Report By
 AH1561  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1561  HISTORY     - 1949     GOOD             CGS
 AH1561  HISTORY     - 1964     GOOD             CGS
 AH1561  HISTORY     - 1968     GOOD             CGS
 AH1561  HISTORY     - 1973     GOOD             NGS
 AH1561  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1561
 AH1561                          STATION DESCRIPTION
 AH1561
 AH1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1561'THE STATION IS LOCATED IN THE EAST EDGE OF CLARKWOOD ON THE
 AH1561'SOUTH SIDE OF STATE ROUTE 44.  IT IS A FOUR LEGGED STEEL
 AH1561'STRUCTURE ABOUT 110 FEET HIGH.  POINT OBSERVED UPON WAS THE
 AH1561'FINIAL ON THE APEX OF THE ROOF OF THE TANK.
 AH1561
 AH1561                          STATION RECOVERY (1949)
 AH1561
 AH1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1561'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 AH1561'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 AH1561'
 AH1561'1.  THE TANK IS 42 METERS S OF THE CENTERLINE OF STATE HIGHWAY
 AH1561'44.
 AH1561'
 AH1561'2.  THE TANK IS 19 METERS NW OF THE W BANK OF SIZABLE DRAINAGE
 AH1561'DITCH.
 AH1561
 AH1561                          STATION RECOVERY (1964)
 AH1561
 AH1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1561'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AH1561'WITH THE ADDITIONS NOTED BY C.W.C. IN 1949.  THE TANK IS
 AH1561'LOCATED AT THE NUECES COUNTY FRESH WATER SUPPLY, DISTRICT 1.
 AH1561
 AH1561                          STATION RECOVERY (1968)
 AH1561
 AH1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DLW)
 AH1561'THE STATION IS LOCATED AT THE EAST EDGE OF CLARKWOOD ON THE
 AH1561'SOUTH SIDE OF STATE ROUTE 44.  IT IS A FOUR LEGGED STEEL
 AH1561'STRUCTURE ABOUT 110 FEET HIGH, 42 METERS SOUTH OF THE CENTERLINE
 AH1561'OF STATE HIGHWAY 44, 19 METERS NORTHWEST OF THE WEST BANK OF
 AH1561'A DRAINAGE DITCH.  THE POINT OBSERVED WAS THE FINIAL ON
 AH1561'THE APEX OF THE TANK ROOF.  THE TANK IS LOCATED AT THE NUECES
 AH1561'COUNTY FRESH WATER SUPPLY DISTRICT 1.
 AH1561'
 AH1561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CLARKWOOD.
 AH1561
 AH1561                          STATION RECOVERY (1973)
 AH1561
 AH1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 AH1561'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AH1561
 AH1561                          STATION RECOVERY (2001)
 AH1561
 AH1561'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH1561'TANK IS GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1722 ***********************************************************************
 FL1722  DESIGNATION -  CLAUDE
 FL1722  PID         -  FL1722
 FL1722  STATE/COUNTY-  TX/ARMSTRONG
 FL1722  USGS QUAD   -  CLAUDE (1983)
 FL1722
 FL1722                         *CURRENT SURVEY CONTROL
 FL1722  ___________________________________________________________________
 FL1722* NAD 83(1993)-  35 06 15.17485(N)    101 20 31.06119(W)     ADJUSTED  
 FL1722* NAVD 88     -      1032.70   (+/-2cm)    3388.1    (feet)  VERTCON   
 FL1722  ___________________________________________________________________
 FL1722  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 FL1722  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL1722
 FL1722  HORZ ORDER  -  SECOND
 FL1722  VERT ORDER  -  THIRD ? (See Below)
 FL1722
 FL1722.The horizontal coordinates were established by classical geodetic methods
 FL1722.and adjusted by the National Geodetic Survey in February 1996..
 FL1722
 FL1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1722.The vertical order pertains to the NGVD 29 superseded value.
 FL1722
 FL1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1722
 FL1722.The geoid height was determined by GEOID03.
 FL1722
 FL1722;                    North         East     Units Scale Factor Converg.
 FL1722;SPC TX N     - 1,122,509.596   214,407.660   MT  0.99992578   +0 05 29.7
 FL1722;SPC TX N     - 3,682,766.90    703,435.80   sFT  0.99992578   +0 05 29.7
 FL1722;UTM  14      - 3,887,109.795   286,543.157   MT  1.00016157   -1 20 50.2
 FL1722
 FL1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1722!SPC TX N     -   0.99984209  x   0.99992578  =   0.99976788
 FL1722!UTM  14      -   0.99984209  x   1.00016157  =   1.00000363
 FL1722
 FL1722:                Primary Azimuth Mark                     Grid Az
 FL1722:SPC TX N     -  CLAUDE AZ MK                             112 24 32.1
 FL1722:UTM  14      -  CLAUDE AZ MK                             113 50 52.0
 FL1722
 FL1722|---------------------------------------------------------------------|
 FL1722| PID    Reference Object                     Distance      Geod. Az  |
 FL1722|                                                           dddmmss.s |
 FL1722| CJ6908 CLAUDE AZ MK                                       1123001.8 |
 FL1722| CJ6909 CLAUDE RM 1                          18.405 METERS 11443     |
 FL1722| CJ6910 CLAUDE RM 2                          16.993 METERS 24651     |
 FL1722| FL1723 CLAUDE 2                             47.853 METERS 34023     |
 FL1722|---------------------------------------------------------------------|
 FL1722
 FL1722                          SUPERSEDED SURVEY CONTROL
 FL1722
 FL1722  NAD 83(1993)-  35 06 15.17924(N)    101 20 31.05822(W) AD(       ) 2
 FL1722  NAD 83(1986)-  35 06 15.18130(N)    101 20 31.05274(W) AD(       ) 2
 FL1722  NAD 27      -  35 06 14.99700(N)    101 20 29.45800(W) AD(       ) 2
 FL1722  NGVD 29 (01/19/93) 1032.21   (m)         3386.5    (f) LEVELING    3  
 FL1722
 FL1722.Superseded values are not recommended for survey control.
 FL1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1722.See file dsdata.txt to determine how the superseded data were derived.
 FL1722
 FL1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8654387110(NAD 83)
 FL1722_MARKER: DS = TRIANGULATION STATION DISK
 FL1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1722_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1722
 FL1722  HISTORY     - Date     Condition        Report By
 FL1722  HISTORY     - 1951     MONUMENTED       CGS
 FL1722  HISTORY     - 1953     GOOD             USGS
 FL1722  HISTORY     - 1960     GOOD             CGS
 FL1722  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 FL1722
 FL1722                          STATION DESCRIPTION
 FL1722
 FL1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1722'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 287,
 FL1722'ABOUT 1 MILE EAST OF CLAUDE, 30 FEET SOUTH OF THE CENTERLINE OF
 FL1722'U.S. HIGHWAY 287, ABOUT 7 FEET NORTH OF AN EAST-WEST FENCELINE
 FL1722'AND 7 FEET NORTH NORTHWEST OF A WHITE WITNESS POST.
 FL1722'
 FL1722'TO REACH, FROM THE CAUTION LIGHT IN CLAUDE, GO EAST, ON U.S.
 FL1722'HIGHWAY 287, FOR 1.1 MILE TO THE STATION.
 FL1722'
 FL1722'THE STATION MARK IS A STANDARD DISK, STAMPED CLAUDE 1951,
 FL1722'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1722'ABOUT 2 INCHES.
 FL1722'
 FL1722'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CLAUDE NO
 FL1722'1 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1722'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1722'AS THE STATION.  IT IS LOCATED 35 FEET SOUTH OF THE CENTERLINE OF
 FL1722'U.S. HIGHWAY 287, ABOUT 2-1/2 FEET NORTH OF AN EAST-WEST
 FL1722'FENCELINE.
 FL1722'
 FL1722'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CLAUDE NO
 FL1722'2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1722'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1722'AS THE STATION.  IT IS LOCATED 60 FEET SOUTH OF THE CENTERLINE
 FL1722'OF U.S. HIGHWAY 287, ABOUT 21 FEET SOUTH OF AN EAST-WEST
 FL1722'FENCELINE AND 18 FEET SOUTH OF A TELEPHONE POLE.
 FL1722'
 FL1722'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CLAUDE 1951,
 FL1722'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1722'PROJECTS ABOUT 3 INCHES.  IT IS LOCATED ALONG THE NORTH SIDE
 FL1722'OF U.S. HIGHWAY 287, ABOUT 90 FEET NORTH OF THE CENTERLINE
 FL1722'OF THE HIGHWAY, 28 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 FL1722'TRACKS AND 4 FEET WEST OF A TELEPHONE POLE.
 FL1722'
 FL1722'TO REACH, FROM THE STATION, GO EAST, ON U.S. HIGHWAY 287, FOR
 FL1722'0.45 MILE TO THE AZIMUTH MARK.
 FL1722'
 FL1722'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 FL1722
 FL1722                          STATION RECOVERY (1953)
 FL1722
 FL1722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL1722'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35101-2, STATION 1010.
 FL1722'
 FL1722'STATION MARK--STANDARD DISK STAMPED---CLAUDE 1951---, SET IN THE TOP
 FL1722'OF A 10 IN. SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 IN.
 FL1722
 FL1722                          STATION RECOVERY (1960)
 FL1722
 FL1722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 FL1722'THE STATION AND TWO REFERENCE MARKS WERE REMOVED TO CLEAR
 FL1722'THE AREA FOR NEW HIGHWAY CONSTRUCTION, AFTER CLAUDE 2 1960
 FL1722'WAS ESTABLISHED IN THE VICINITY.  THE AZIMUTH MARK WAS FOUND
 FL1722'IN GOOD CONDITION AND WAS ESTABLISHED AS AN AZIMUTH MARK FOR
 FL1722'CLAUDE 2.
 FL1722
 FL1722                          STATION RECOVERY (2004)
 FL1722
 FL1722'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1723 ***********************************************************************
 FL1723  DESIGNATION -  CLAUDE 2
 FL1723  PID         -  FL1723
 FL1723  STATE/COUNTY-  TX/ARMSTRONG
 FL1723  USGS QUAD   -  CLAUDE (1983)
 FL1723
 FL1723                         *CURRENT SURVEY CONTROL
 FL1723  ___________________________________________________________________
 FL1723* NAD 83(1993)-  35 06 16.63751(N)    101 20 31.69561(W)     ADJUSTED  
 FL1723* NAVD 88     -      1032.     (meters)    3386.     (feet)  SCALED    
 FL1723  ___________________________________________________________________
 FL1723  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 FL1723  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL1723
 FL1723  HORZ ORDER  -  THIRD
 FL1723
 FL1723.The horizontal coordinates were established by classical geodetic methods
 FL1723.and adjusted by the National Geodetic Survey in February 1996..
 FL1723.No horizontal observational check was made to the station.
 FL1723
 FL1723.The orthometric height was scaled from a topographic map.
 FL1723
 FL1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1723
 FL1723.The geoid height was determined by GEOID03.
 FL1723
 FL1723;                    North         East     Units Scale Factor Converg.
 FL1723;SPC TX N     - 1,122,554.642   214,391.522   MT  0.99992574   +0 05 29.4
 FL1723;SPC TX N     - 3,682,914.69    703,382.85   sFT  0.99992574   +0 05 29.4
 FL1723;UTM  14      - 3,887,155.243   286,528.152   MT  1.00016165   -1 20 50.7
 FL1723
 FL1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1723!SPC TX N     -   0.99984212  x   0.99992574  =   0.99976787
 FL1723!UTM  14      -   0.99984212  x   1.00016165  =   1.00000374
 FL1723
 FL1723|---------------------------------------------------------------------|
 FL1723| PID    Reference Object                     Distance      Geod. Az  |
 FL1723|                                                           dddmmss.s |
 FL1723| CJ6911 CLAUDE 2 RM 1                        23.062 METERS 10017     |
 FL1723| CJ6908 CLAUDE AZ MK                                       1144023.7 |
 FL1723| FL1722 CLAUDE                               47.853 METERS 16023     |
 FL1723| CJ6912 CLAUDE 2 RM 2                        21.988 METERS 31212     |
 FL1723|---------------------------------------------------------------------|
 FL1723
 FL1723                          SUPERSEDED SURVEY CONTROL
 FL1723
 FL1723  NAD 83(1993)-  35 06 16.64190(N)    101 20 31.69265(W) AD(       ) 3
 FL1723  NAD 83(1986)-  35 06 16.64395(N)    101 20 31.68716(W) AD(       ) 3
 FL1723  NAD 27      -  35 06 16.45990(N)    101 20 30.09270(W) AD(       ) 3
 FL1723
 FL1723.Superseded values are not recommended for survey control.
 FL1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1723.See file dsdata.txt to determine how the superseded data were derived.
 FL1723
 FL1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8652887155(NAD 83)
 FL1723_MARKER: DS = TRIANGULATION STATION DISK
 FL1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1723+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL1723
 FL1723  HISTORY     - Date     Condition        Report By
 FL1723  HISTORY     - 1960     MONUMENTED       CGS
 FL1723  HISTORY     - 1962     GOOD             CGS
 FL1723  HISTORY     - 1963     GOOD             CGS
 FL1723  HISTORY     - 20040804 GOOD             USPSQD
 FL1723  HISTORY     - 20050805 GOOD             USPSQD
 FL1723
 FL1723                          STATION DESCRIPTION
 FL1723
 FL1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WCR)
 FL1723'STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY NO. 287,
 FL1723'ABOUT 1 MILE EAST OF CLAUDE, 100 FEET WEST OF THE CENTERLINE
 FL1723'OF A ROAD CROSSING THE RAILROAD, 55 FEET SOUTH OF THE SOUTH
 FL1723'RAIL AND ALONG THE SOUTH SIDE OF THE GUTTER BETWEEN THE
 FL1723'RAILROAD AND THE HIGHWAY IN A SMALL AND OPEN TRIANGULAR AREA
 FL1723'BETWEEN THE RAILROAD TO THE NORTH, THE HIGHWAY TO THE SOUTH
 FL1723'AND A FENCED PROPERTY TO THE WEST TOWARD THE GRAIN ELEVATORS.
 FL1723'THE MARK IS AT THE OUTSIDE OF A HIGHWAY CURVE.  A STANDARD
 FL1723'DISK STAMPED CLAUDE 2 1960 IN A CONCRETE POST PROJECTING
 FL1723'ABOUT 3 INCHES.
 FL1723'
 FL1723'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLAUDE 1951 IN
 FL1723'A CONCRETE POST PROJECTING ABOUT 2 INCHES, 40 FEET SOUTH OF THE
 FL1723'SOUTH RAIL, 4 FEET WEST OF A TELEGRAPH POLE AND ABOUT 100
 FL1723'FEET WEST OF A WHISTLE POST.
 FL1723'
 FL1723'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CLAUDE 2 1960
 FL1723'NO. 1 IN A CONCRETE POST PROJECTING ABOUT 6 INCHES, 9 FEET
 FL1723'NORTH OF A POWER POLE.  40 FEET SOUTH OF THE SOUTH RAIL OF THE
 FL1723'RAILROAD AND 35 FEET WEST OF THE CENTERLINE OF THE ROAD
 FL1723'CROSSING THE TRACKS.
 FL1723'
 FL1723'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CLAUDE 2 1960
 FL1723'NO. 2 IN A CONCRETE POST PROJECTING ABOUT 6 INCHES, 3 FEET
 FL1723'EAST OF A TELEGRAPH POLE, 40 FEET SOUTH OF THE SOUTH RAIL AND
 FL1723'ABOUT 75 FEET EAST OF A FENCE CORNER.
 FL1723'
 FL1723'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN CLAUDE--GO
 FL1723'EAST ON THE HIGHWAY 01.1 MILES TO THE CURVE AND THE CROSSING
 FL1723'OF THE ROAD TO THE NORTH AND THE STATION AS DESCRIBED.
 FL1723
 FL1723                          STATION RECOVERY (1962)
 FL1723
 FL1723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 FL1723'CLAUDE 2 DESCRIPTION WAS NOT AVAILABLE AT THIS TIME.  ALL
 FL1723'MARKS FOUND IN GOOD CONDITION IN THE GENERAL LOCATION OF CLAUDE
 FL1723'1951.  STATION IS 1.0 MILE SE ALONG U.S. HIGHWAY 287 FROM
 FL1723'THE CAUTION LIGHT IN CLAUDE AT A ROAD LEADING LEFT ACROSS THE
 FL1723'RAILROAD.  ON NE SIDE OF HIGHWAY ABOUT 50 FEET SSW FROM THE
 FL1723'S RAIL OF RAILWAY AND ON W SIDE OF GRADED ROAD LEADING ACROSS
 FL1723'THE TRACKS.  REFERENCE MARK NO 1 IS NE OF STATION BETWEEN
 FL1723'TWO TELEPHONE POLES ON W SIDE OF OILED ROAD AND REFERENCE MARK
 FL1723'NO. 2 IS SW OF STATION.  AN IRON STAKE WITH REFLECTOR WAS
 FL1723'DRIVEN IN GROUND ALONGSIDE THE STATION MARK AND LATH STAKES
 FL1723'PLACED NEAR THE REFERENCE MARKS.
 FL1723
 FL1723                          STATION RECOVERY (1963)
 FL1723
 FL1723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KAK)
 FL1723'THE STATION AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED
 FL1723'IN GOOD CONDITION.
 FL1723'
 FL1723'STATION MARK IS LOCATED 105 FEET WEST OF THE CENTER LINE OF
 FL1723'TEXAS FARM ROAD 1151, 75 FEET NORTH OF THE CENTER LINE OF THE
 FL1723'WEST BOUND LANE OF U.S. HIGHWAY 287, 61 FEET SOUTH OF THE
 FL1723'SOUTH RAIL OF THE RAILROAD TRACK.
 FL1723'
 FL1723'REFERENCE MARK NO 1 IS LOCATED 39 FEET WEST OF THE CENTER LINE
 FL1723'OF TEXAS FARM ROAD 1151, 3 FEET SOUTHWEST OF A TELEPHONE POLE.
 FL1723'
 FL1723'REFERENCE MARK NO 2 IS LOCATED 40 FEET SOUTH OF THE SOUTH
 FL1723'RAIL OF THE RAILROAD, 7 FEET EAST OF A TELEPHONE POLE.
 FL1723'
 FL1723'THE AZIMUTH MARK WAS NOT RECOVERED THIS DATE.
 FL1723'
 FL1723'TO REACH THE STATION FROM THE CAUTION LIGHT IN CLAUDE, GO EAST
 FL1723'ON U.S. HIGHWAY 287 FOR 1.1 MILES TO THE STATION ON THE LEFT.
 FL1723
 FL1723                          STATION RECOVERY (2004)
 FL1723
 FL1723'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1723'R1 FOUND, R2 FOUND.
 FL1723
 FL1723                          STATION RECOVERY (2005)
 FL1723
 FL1723'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1723'MARK CLUDE 2 IS GOOD
 FL1723'R1 IS GOOD  8 INCHES ABOVE GROUND.
 FL1723'R2 IS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1104 ***********************************************************************
 CR1104  DESIGNATION -  CLAUDE ADAMS WATER TANK
 CR1104  PID         -  CR1104
 CR1104  STATE/COUNTY-  TX/PANOLA
 CR1104  USGS QUAD   -  PANOLA (1976)
 CR1104
 CR1104                         *CURRENT SURVEY CONTROL
 CR1104  ___________________________________________________________________
 CR1104* NAD 83(1993)-  32 17 46.77549(N)    094 05 13.60341(W)     ADJUSTED  
 CR1104* NAVD 88     -                                                        
 CR1104  ___________________________________________________________________
 CR1104  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 CR1104  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CR1104
 CR1104  HORZ ORDER  -  THIRD
 CR1104
 CR1104.The horizontal coordinates were established by classical geodetic methods
 CR1104.and adjusted by the National Geodetic Survey in February 1996..
 CR1104
 CR1104
 CR1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1104
 CR1104.The geoid height was determined by GEOID03.
 CR1104
 CR1104;                    North         East     Units Scale Factor Converg.
 CR1104;SPC TXNC     - 2,078,552.352 1,015,501.650   MT  0.99995885   +2 24 24.4
 CR1104;SPC TXNC     - 6,819,383.84  3,331,691.66   sFT  0.99995885   +2 24 24.4
 CR1104;SPC LA N     -   200,263.939   850,527.967   MT  0.99993650   -0 50 20.8
 CR1104;SPC LA N     -   657,032.61  2,790,440.51   sFT  0.99993650   -0 50 20.8
 CR1104;UTM  15      - 3,573,800.875   397,645.419   MT  0.99972919   -0 34 51.2
 CR1104
 CR1104                          SUPERSEDED SURVEY CONTROL
 CR1104
 CR1104  NAD 83(1993)-  32 17 46.77973(N)    094 05 13.60069(W) AD(       ) 4
 CR1104  NAD 83(1986)-  32 17 46.78469(N)    094 05 13.59432(W) AD(       ) 4
 CR1104  NAD 27      -  32 17 46.21100(N)    094 05 12.92000(W) AD(       ) 3
 CR1104
 CR1104.Superseded values are not recommended for survey control.
 CR1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1104.See file dsdata.txt to determine how the superseded data were derived.
 CR1104
 CR1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR9764573801(NAD 83)
 CR1104_MARKER: 53 = ELEVATED TANK
 CR1104
 CR1104  HISTORY     - Date     Condition        Report By
 CR1104  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1104  HISTORY     - 19980221 GOOD             USPSQD
 CR1104
 CR1104                          STATION DESCRIPTION
 CR1104
 CR1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1104'THE STATION IS LOCATED ABOUT 5 MILES EAST OF DE BERRY, ABOUT
 CR1104'5 MILES SOUTH-SOUTHEAST OF LATEX.  IT IS A 4-LEGGED STEEL
 CR1104'STRUCTURE, COLORED SILVER AND IS ABOUT 100 FEET IN HEIGHT.
 CR1104'THE TOP AND CENTER WAS THE POINT INTERSECTED.
 CR1104'
 CR1104'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 CR1104'79 AND STATE ROAD NO. 31 IN DE BERRY, GO NORTHEAST ON U.S.
 CR1104'HIGHWAY NO. 79 FOR 3.7 MILES TO A CROSS ROAD AND A CHURCH
 CR1104'ON THE LEFT, TURN RIGHT ON THE OILED ROAD AND GO SOUTHEAST FOR
 CR1104'4.0 MILE TO THE HOME OF MR. CLAUDE ADAMS AND THE STATION
 CR1104'AS DESCRIBED.
 CR1104
 CR1104                          STATION RECOVERY (1998)
 CR1104
 CR1104'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1725 ***********************************************************************
 FL1725  DESIGNATION -  CLAUDE COURTHOUSE
 FL1725  PID         -  FL1725
 FL1725  STATE/COUNTY-  TX/ARMSTRONG
 FL1725  USGS QUAD   -  CLAUDE (1983)
 FL1725
 FL1725                         *CURRENT SURVEY CONTROL
 FL1725  ___________________________________________________________________
 FL1725* NAD 83(1993)-  35 06 33.40079(N)    101 21 32.06573(W)     ADJUSTED  
 FL1725* NAVD 88     -                                                        
 FL1725  ___________________________________________________________________
 FL1725  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FL1725  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1725
 FL1725  HORZ ORDER  -  THIRD
 FL1725
 FL1725.The horizontal coordinates were established by classical geodetic methods
 FL1725.and adjusted by the National Geodetic Survey in February 1996..
 FL1725
 FL1725
 FL1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1725
 FL1725.The geoid height was determined by GEOID03.
 FL1725
 FL1725;                    North         East     Units Scale Factor Converg.
 FL1725;SPC TX N     - 1,123,068.892   212,861.996   MT  0.99992530   +0 04 54.4
 FL1725;SPC TX N     - 3,684,601.86    698,364.73   sFT  0.99992530   +0 04 54.4
 FL1725;UTM  14      - 3,887,707.872   285,011.658   MT  1.00016966   -1 21 26.0
 FL1725
 FL1725                          SUPERSEDED SURVEY CONTROL
 FL1725
 FL1725  NAD 83(1993)-  35 06 33.40626(N)    101 21 32.06051(W) AD(       ) 4
 FL1725  NAD 83(1986)-  35 06 33.40720(N)    101 21 32.05632(W) AD(       ) 4
 FL1725  NAD 27      -  35 06 33.19500(N)    101 21 30.51000(W) AD(       ) 3
 FL1725
 FL1725.Superseded values are not recommended for survey control.
 FL1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1725.See file dsdata.txt to determine how the superseded data were derived.
 FL1725
 FL1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8501287708(NAD 83)
 FL1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1725+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 FL1725
 FL1725  HISTORY     - Date     Condition        Report By
 FL1725  HISTORY     - 1921     FIRST OBSERVED   CGS
 FL1725  HISTORY     - 20040806 GOOD             USPSQD
 FL1725  HISTORY     - 20050805 MARK NOT FOUND   USPSQD
 FL1725
 FL1725                          STATION DESCRIPTION
 FL1725
 FL1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL1725'THE COURTHOUSE OF ARMSTRONG COUNTY, A GREY STONE BUILDING WITH
 FL1725'BLACK TOP LOCATED IN THE CENTER OF THE TOWN OF CLAUDE.
 FL1725
 FL1725                          STATION RECOVERY (2004)
 FL1725
 FL1725'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FL1725'RECOVERED AS DESCRIBED. THE COURTHOUSE IS LOCATED AT THE CORNER OF
 FL1725'US287 AND GOODNIGHT ST.
 FL1725
 FL1725                          STATION RECOVERY (2005)
 FL1725
 FL1725'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1725'THIS MARK SHOUD BE DROPPED AS IT IS NOW A PUBLIC LIBERARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1727 ***********************************************************************
 FL1727  DESIGNATION -  CLAUDE GRAIN ELEVATOR
 FL1727  PID         -  FL1727
 FL1727  STATE/COUNTY-  TX/ARMSTRONG
 FL1727  USGS QUAD   -  CLAUDE (1983)
 FL1727
 FL1727                         *CURRENT SURVEY CONTROL
 FL1727  ___________________________________________________________________
 FL1727* NAD 83(1993)-  35 06 44.41808(N)    101 21 38.72063(W)     ADJUSTED  
 FL1727* NAVD 88     -                                                        
 FL1727  ___________________________________________________________________
 FL1727  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FL1727  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1727
 FL1727  HORZ ORDER  -  THIRD
 FL1727
 FL1727.The horizontal coordinates were established by classical geodetic methods
 FL1727.and adjusted by the National Geodetic Survey in February 1996..
 FL1727
 FL1727
 FL1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1727
 FL1727.The geoid height was determined by GEOID03.
 FL1727
 FL1727;                    North         East     Units Scale Factor Converg.
 FL1727;SPC TX N     - 1,123,408.151   212,693.001   MT  0.99992501   +0 04 50.5
 FL1727;SPC TX N     - 3,685,714.91    697,810.29   sFT  0.99992501   +0 04 50.5
 FL1727;UTM  14      - 3,888,051.353   284,851.197   MT  1.00017051   -1 21 30.2
 FL1727
 FL1727                          SUPERSEDED SURVEY CONTROL
 FL1727
 FL1727  NAD 83(1993)-  35 06 44.42236(N)    101 21 38.71722(W) AD(       ) 4
 FL1727  NAD 83(1986)-  35 06 44.42430(N)    101 21 38.71163(W) AD(       ) 4
 FL1727  NAD 27      -  35 06 44.23000(N)    101 21 37.12000(W) AD(       ) 3
 FL1727
 FL1727.Superseded values are not recommended for survey control.
 FL1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1727.See file dsdata.txt to determine how the superseded data were derived.
 FL1727
 FL1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8485188051(NAD 83)
 FL1727_MARKER: 65 = GRAIN ELEVATOR
 FL1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1727+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL1727
 FL1727  HISTORY     - Date     Condition        Report By
 FL1727  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1727  HISTORY     - 1964     GOOD             CGS
 FL1727  HISTORY     - 20040806 GOOD             USPSQD
 FL1727  HISTORY     - 20050805 GOOD             USPSQD
 FL1727
 FL1727                          STATION DESCRIPTION
 FL1727
 FL1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 FL1727'STATION WAS NOT DESCRIBED IN 1951.  IT IS LOCATED IN THE TOWN
 FL1727'OF CLAUDE AND IS ABOUT 150 FEET IN HEIGHT.  THE CENTER OF THE
 FL1727'HIGHEST PART WAS INTERSECTED.
 FL1727
 FL1727                          STATION RECOVERY (2004)
 FL1727
 FL1727'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FL1727'RECOVERED AS DESCRIBED. THE STRUCTURE  IS STILL STANDING BUT IS NOR IN
 FL1727'USE.  THE BUILDING IS A GALVANIZED COLOR BUILDING.
 FL1727
 FL1727                          STATION RECOVERY (2005)
 FL1727
 FL1727'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1727'GRAIN ELIVATOR IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1724 ***********************************************************************
 FL1724  DESIGNATION -  CLAUDE ME CHURCH SPIRE
 FL1724  PID         -  FL1724
 FL1724  STATE/COUNTY-  TX/ARMSTRONG
 FL1724  USGS QUAD   -  CLAUDE (1983)
 FL1724
 FL1724                         *CURRENT SURVEY CONTROL
 FL1724  ___________________________________________________________________
 FL1724* NAD 83(1993)-  35 06 25.20877(N)    101 21 40.28067(W)     ADJUSTED  
 FL1724* NAVD 88     -                                                        
 FL1724  ___________________________________________________________________
 FL1724  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FL1724  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1724
 FL1724  HORZ ORDER  -  THIRD
 FL1724
 FL1724.The horizontal coordinates were established by classical geodetic methods
 FL1724.and adjusted by the National Geodetic Survey in February 1996..
 FL1724
 FL1724
 FL1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1724
 FL1724.The geoid height was determined by GEOID03.
 FL1724
 FL1724;                    North         East     Units Scale Factor Converg.
 FL1724;SPC TX N     - 1,122,816.160   212,654.330   MT  0.99992551   +0 04 49.6
 FL1724;SPC TX N     - 3,683,772.68    697,683.41   sFT  0.99992551   +0 04 49.6
 FL1724;UTM  14      - 3,887,460.374   284,797.659   MT  1.00017080   -1 21 30.4
 FL1724
 FL1724                          SUPERSEDED SURVEY CONTROL
 FL1724
 FL1724  NAD 83(1993)-  35 06 25.21331(N)    101 21 40.27701(W) AD(       ) 4
 FL1724  NAD 83(1986)-  35 06 25.21504(N)    101 21 40.27168(W) AD(       ) 4
 FL1724  NAD 27      -  35 06 25.03500(N)    101 21 38.67500(W) AD(       ) 3
 FL1724
 FL1724.Superseded values are not recommended for survey control.
 FL1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1724.See file dsdata.txt to determine how the superseded data were derived.
 FL1724
 FL1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8479887460(NAD 83)
 FL1724_MARKER: 90 = CHURCH SPIRE
 FL1724
 FL1724  HISTORY     - Date     Condition        Report By
 FL1724  HISTORY     - 1921     FIRST OBSERVED   CGS
 FL1724  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 FL1724  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 FL1724  HISTORY     - 20050805 MARK NOT FOUND   USPSQD
 FL1724
 FL1724                          STATION DESCRIPTION
 FL1724
 FL1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL1724'THE WHITE SPIRE ON THE METHODIST CHURCH AT CLAUDE LOCATED ABOUT
 FL1724'1/4 MILE SW OF THE COURTHOUSE.
 FL1724
 FL1724                          STATION RECOVERY (2004)
 FL1724
 FL1724'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1724'NEW CHURCH.
 FL1724
 FL1724                          STATION RECOVERY (2004)
 FL1724
 FL1724'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FL1724'MARK NOT FOUND.  ACCORDING TO A LOCAL RESIDENT, THE ORIGINAL STRUCTURE
 FL1724'WAS TORN DOWN IN 1929.  A NEW CHURCH EXISTS THERE NOW, HOWEVER, DOES
 FL1724'NOT HAVE A SPIRE.  THE CHURCH IS LOCATED AT THE CORNER OF TRICE AND
 FL1724'4TH STREETS.
 FL1724
 FL1724                          STATION RECOVERY (2005)
 FL1724
 FL1724'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1724'FOUND THE CHURCH BUT THIS CHURCH AT THIS GP DOES NOT HAVE A STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1728 ***********************************************************************
 FL1728  DESIGNATION -  CLAUDE MUNICIPAL TANK
 FL1728  PID         -  FL1728
 FL1728  STATE/COUNTY-  TX/ARMSTRONG
 FL1728  USGS QUAD   -  CLAUDE (1983)
 FL1728
 FL1728                         *CURRENT SURVEY CONTROL
 FL1728  ___________________________________________________________________
 FL1728* NAD 83(1993)-  35 06 45.26514(N)    101 21 29.90098(W)     ADJUSTED  
 FL1728* NAVD 88     -                                                        
 FL1728  ___________________________________________________________________
 FL1728  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FL1728  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1728
 FL1728  HORZ ORDER  -  THIRD
 FL1728
 FL1728.The horizontal coordinates were established by classical geodetic methods
 FL1728.and adjusted by the National Geodetic Survey in February 1996..
 FL1728
 FL1728
 FL1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1728
 FL1728.The geoid height was determined by GEOID03.
 FL1728
 FL1728;                    North         East     Units Scale Factor Converg.
 FL1728;SPC TX N     - 1,123,434.570   212,916.288   MT  0.99992499   +0 04 55.6
 FL1728;SPC TX N     - 3,685,801.59    698,542.85   sFT  0.99992499   +0 04 55.6
 FL1728;UTM  14      - 3,888,072.161   285,075.132   MT  1.00016933   -1 21 25.1
 FL1728
 FL1728                          SUPERSEDED SURVEY CONTROL
 FL1728
 FL1728  NAD 83(1993)-  35 06 45.26948(N)    101 21 29.89789(W) AD(       ) 4
 FL1728  NAD 83(1986)-  35 06 45.27126(N)    101 21 29.89215(W) AD(       ) 4
 FL1728  NAD 27      -  35 06 45.08400(N)    101 21 28.29100(W) AD(       ) 3
 FL1728
 FL1728.Superseded values are not recommended for survey control.
 FL1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1728.See file dsdata.txt to determine how the superseded data were derived.
 FL1728
 FL1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8507588072(NAD 83)
 FL1728_MARKER: 53 = ELEVATED TANK
 FL1728
 FL1728  HISTORY     - Date     Condition        Report By
 FL1728  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1728  HISTORY     - 1964     GOOD             CGS
 FL1728  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 FL1728
 FL1728                          STATION DESCRIPTION
 FL1728
 FL1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1728'THE STATION IS LOCATED IN THE NORTH PART OF TOWN, ABOUT 100
 FL1728'YARDS NORTH OF THE RAILROAD DEPOT.
 FL1728'
 FL1728'THE TANK IS AN ELEVATED, SILVER, STEEL STRUCTURE ABOUT 150 FEET
 FL1728'HIGH.  THE BALL ON TOP WAS INTERSECTED.
 FL1728
 FL1728                          STATION RECOVERY (1964)
 FL1728
 FL1728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 FL1728'RECOVERED AS DESCRIBED BY W.R.H. IN 1951.
 FL1728
 FL1728                          STATION RECOVERY (2004)
 FL1728
 FL1728'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FL1728'MARK NOT FOUND. THE TANK NO LONGER EXISTS.  THE OLD FOUNDATION WAS
 FL1728'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6773 ***********************************************************************
 AW6773  DESIGNATION -  CLAY
 AW6773  PID         -  AW6773
 AW6773  STATE/COUNTY-  TX/BRAZORIA
 AW6773  USGS QUAD   -  SEA ISLE (1974)
 AW6773
 AW6773                         *CURRENT SURVEY CONTROL
 AW6773  ___________________________________________________________________
 AW6773* NAD 83(1993)-  29 12 06.41656(N)    095 03 30.70778(W)     ADJUSTED  
 AW6773* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6773  ___________________________________________________________________
 AW6773  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6773  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW6773
 AW6773  HORZ ORDER  -  SECOND
 AW6773
 AW6773.The horizontal coordinates were established by classical geodetic methods
 AW6773.and adjusted by the National Geodetic Survey in February 1996..
 AW6773
 AW6773.The orthometric height was scaled from a topographic map.
 AW6773
 AW6773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6773
 AW6773.The geoid height was determined by GEOID03.
 AW6773
 AW6773;                    North         East     Units Scale Factor Converg.
 AW6773;SPC TXSC     - 4,158,117.989   983,180.340   MT  0.99986592   +1 55 51.5
 AW6773;SPC TXSC     -13,642,092.10  3,225,650.83   sFT  0.99986592   +1 55 51.5
 AW6773;UTM  15      - 3,232,096.242   299,867.240   MT  1.00009426   -1 00 16.8
 AW6773
 AW6773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6773!SPC TXSC     -   1.00000403  x   0.99986592  =   0.99986995
 AW6773!UTM  15      -   1.00000403  x   1.00009426  =   1.00009829
 AW6773
 AW6773|---------------------------------------------------------------------|
 AW6773| PID    Reference Object                     Distance      Geod. Az  |
 AW6773|                                                           dddmmss.s |
 AW6773| CV7039 CLAY RM 1                            25.800 METERS 01540     |
 AW6773| AW6780 WEST BAY BEACON 4                   APPROX. 4.9 KM 0780056.9 |
 AW6773| AW6781 WEST BAY BEACON 41                  APPROX. 2.5 KM 1163030.0 |
 AW6773| CV7040 CLAY RM 2                            25.440 METERS 28525     |
 AW6773|---------------------------------------------------------------------|
 AW6773
 AW6773                          SUPERSEDED SURVEY CONTROL
 AW6773
 AW6773  NAD 83(1986)-  29 12 06.43001(N)    095 03 30.68775(W) AD(       ) 2
 AW6773  NAD 27      -  29 12 05.56700(N)    095 03 29.95500(W) AD(       ) 2
 AW6773
 AW6773.Superseded values are not recommended for survey control.
 AW6773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6773.See file dsdata.txt to determine how the superseded data were derived.
 AW6773
 AW6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9986732096(NAD 83)
 AW6773_MARKER: DS = TRIANGULATION STATION DISK
 AW6773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6773
 AW6773  HISTORY     - Date     Condition        Report By
 AW6773  HISTORY     - 1933     MONUMENTED       CGS
 AW6773  HISTORY     - 1947     MARK NOT FOUND   CGS
 AW6773  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW6773
 AW6773                          STATION DESCRIPTION
 AW6773
 AW6773'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6773'ABOUT 12 MILES S OF ALTA LOMA, ON THE MAINLAND SHORE OF WEST
 AW6773'BAY, ABOUT 2 MILES SW OF KARANKAWA POINT, ABOUT 3.5 MILES
 AW6773'NE OF ALLIGATOR POINT, AND 1.5 MILES E OF MOSQUITO LAKE.
 AW6773'IT IS 1400 METERS NE OF THE MOUTH OF COW BAYOU, 220 METERS
 AW6773'NW OF MAINLAND SHORE OF WEST BAY, 110 METERS N OF DRY SLOUGH,
 AW6773'AND 157 METERS N. 9-1/2 DEG E. (TRUE) OF U.S.E. B.M. 540
 AW6773'OF THE INTRACOASTAL CANAL RIGHT-OF-WAY.
 AW6773'
 AW6773'HEIGHT OF LIGHT ABOVE STATION MARK - 3.0 METERS.
 AW6773
 AW6773                          STATION RECOVERY (1947)
 AW6773
 AW6773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6773'LOST.  A THOROUGH SEARCH WAS MADE BY A 3-MAN PARTY BUT NEITHER
 AW6773'THE STATION NOR REFERENCE MARKS WERE FOUND.  SPOIL FROM THE
 AW6773'CANAL HAS BEEN PUMPED OVER THE AREA WHERE THE STATION
 AW6773'IS BELIEVED TO BE.
 AW6773
 AW6773                          STATION RECOVERY (1960)
 AW6773
 AW6773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6773'LOST.  THE AREA WAS THOROUGHLY SEARCHED BUT NONE OF THE
 AW6773'MARKS COULD BE FOUND.  IT IS BELIEVED THE MARKS HAVE BEEN
 AW6773'COVERED FROM SPOIL DREDGED OUT OF THE INTRACOASTAL WATERWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6914 ***********************************************************************
 AW6914  DESIGNATION -  CLAY
 AW6914  PID         -  AW6914
 AW6914  STATE/COUNTY-  TX/HARRIS
 AW6914  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW6914
 AW6914                         *CURRENT SURVEY CONTROL
 AW6914  ___________________________________________________________________
 AW6914* NAD 83(1993)-  29 49 54.98638(N)    095 34 34.07471(W)     ADJUSTED  
 AW6914* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 AW6914  ___________________________________________________________________
 AW6914  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6914  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW6914
 AW6914  HORZ ORDER  -  FIRST
 AW6914
 AW6914.The horizontal coordinates were established by classical geodetic methods
 AW6914.and adjusted by the National Geodetic Survey in February 1996..
 AW6914
 AW6914.The orthometric height was scaled from a topographic map.
 AW6914
 AW6914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6914
 AW6914.The geoid height was determined by GEOID03.
 AW6914
 AW6914;                    North         East     Units Scale Factor Converg.
 AW6914;SPC TXSC     - 4,226,344.130   930,831.409   MT  0.99990075   +1 40 38.6
 AW6914;SPC TXSC     -13,865,930.70  3,053,902.71   sFT  0.99990075   +1 40 38.6
 AW6914;UTM  15      - 3,302,948.224   251,077.796   MT  1.00036457   -1 16 55.8
 AW6914
 AW6914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6914!SPC TXSC     -   0.99999884  x   0.99990075  =   0.99989959
 AW6914!UTM  15      -   0.99999884  x   1.00036457  =   1.00036341
 AW6914
 AW6914|---------------------------------------------------------------------|
 AW6914| PID    Reference Object                     Distance      Geod. Az  |
 AW6914|                                                           dddmmss.s |
 AW6914| CV7042 CLAY RM 1                            25.127 METERS 01521     |
 AW6914| CV7043 CLAY RM 2                            24.268 METERS 24918     |
 AW6914| CV7041 CLAY AZ MK                                         3595723.3 |
 AW6914|---------------------------------------------------------------------|
 AW6914
 AW6914                          SUPERSEDED SURVEY CONTROL
 AW6914
 AW6914  NAD 83(1986)-  29 49 55.00099(N)    095 34 34.05643(W) AD(       ) 1
 AW6914  NAD 27      -  29 49 54.18428(N)    095 34 33.26022(W) AD(       ) 1
 AW6914
 AW6914.Superseded values are not recommended for survey control.
 AW6914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6914.See file dsdata.txt to determine how the superseded data were derived.
 AW6914
 AW6914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5107802948(NAD 83)
 AW6914_MARKER: DS = TRIANGULATION STATION DISK
 AW6914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6914
 AW6914  HISTORY     - Date     Condition        Report By
 AW6914  HISTORY     - 1968     MONUMENTED       CGS
 AW6914  HISTORY     - 1987     GOOD             USPSQD
 AW6914  HISTORY     - 19931112 MARK NOT FOUND   USPSQD
 AW6914
 AW6914                          STATION DESCRIPTION
 AW6914
 AW6914'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6914'THE STATION IS LOCATED ON THE PROPERTY OF THE U.S. GOVERNMENT,
 AW6914'5 MILES NORTHEAST OF ADDICKS, 4 MILES SOUTH OF JERSEY VILLAGE, 3
 AW6914'MILES NORTH OF INTERSTATE HIGHWAY 10 AND IN THE NORTHWEST ANGLE
 AW6914'OF THE INTERSECTION OF WHERE CLAY ROAD CROSSES OVER A NORTH-SOUTH
 AW6914'LEVEE.
 AW6914'
 AW6914'TO REACH THE STATION FROM INTERSTATE HIGHWAY 10 AND BRITTMORE ROAD
 AW6914'WHICH IS LOCATED ABOUT 7 MILES WEST OF INTERSTATE HIGHWAY 610
 AW6914'(WEST LOOP), GO NORTH ON BRITTMORE ROAD FOR 3.2 MILES TO A
 AW6914'CROSSROAD.  TURN LEFT AND GO WEST ON CLAY ROAD FOR 0.3 MILE TO THE
 AW6914'TOP OF A LEVEE.  CONTINUE WEST FOR 0.05 MILE TO A WIRE GATE ON
 AW6914'THE RIGHT.  TURN RIGHT PASS THROUGH THE GATE, THEN TURN RIGHT AND
 AW6914'GO EAST ALONG AN EAST-WEST WIRE FENCE FOR ABOUT 0.05 MILE TO
 AW6914'THE STATION JUST BEFORE REACHING THE LEVEE.
 AW6914'
 AW6914'THE STATION MARK IS A STANDARD DISK STAMPED CLAY 1968, SET IN THE
 AW6914'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6914'THE GROUND.  IT IS 68.7 FEET WEST-NORTHWEST OF THE WEST GATE POST
 AW6914'AT THE TOP OF THE LEVEE, 72 FEET WEST OF THE CENTER OF THE TOP OF
 AW6914'THE LEVEE AND 28 FEET NORTH OF THE EAST-WEST WIRE FENCE.
 AW6914'
 AW6914'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLAY NO 1 1968, SET
 AW6914'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6914'WITH THE GROUND.  IT IS 51 FEET WEST OF THE CENTER OF THE TOP OF
 AW6914'THE LEVEE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 AW6914'
 AW6914'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLAY NO 2 1968, SET
 AW6914'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6914'1 INCH ABOVE THE GROUND.  IT IS 33 FEET NORTH OF THE CENTER OF CLAY
 AW6914'ROAD, 1.7 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND 1.2 FEET
 AW6914'NORTH OF THE EAST-WEST WIRE FENCE.
 AW6914'
 AW6914'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLAY 1968, SET IN THE
 AW6914'GROUND.  IT IS 20 FEET WEST OF THE CENTER OF THE TOP OF THE LEVEE
 AW6914'AND SET ON THE WESTERN SLOPE OF THE LEVEE.
 AW6914'
 AW6914'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE WESTERN
 AW6914'SIDE OF THE LEVEE FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 AW6914'
 AW6914'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AW6914
 AW6914                          STATION RECOVERY (1987)
 AW6914
 AW6914'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6914'RECOVERED IN GOOD CONDITION.
 AW6914
 AW6914                          STATION RECOVERY (1993)
 AW6914
 AW6914'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1002 ***********************************************************************
 BM1002  DESIGNATION -  CLAY
 BM1002  PID         -  BM1002
 BM1002  STATE/COUNTY-  TX/BURLESON
 BM1002  USGS QUAD   -  CLAY (1980)
 BM1002
 BM1002                         *CURRENT SURVEY CONTROL
 BM1002  ___________________________________________________________________
 BM1002* NAD 83(1993)-  30 24 17.71447(N)    096 19 10.45025(W)     ADJUSTED  
 BM1002* NAVD 88     -        96.4    (meters)     316.     (feet)  VERTCON   
 BM1002  ___________________________________________________________________
 BM1002  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BM1002  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BM1002
 BM1002  HORZ ORDER  -  FIRST
 BM1002
 BM1002.The horizontal coordinates were established by classical geodetic methods
 BM1002.and adjusted by the National Geodetic Survey in February 1996..
 BM1002
 BM1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1002
 BM1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1002
 BM1002.The geoid height was determined by GEOID03.
 BM1002
 BM1002;                    North         East     Units Scale Factor Converg.
 BM1002;SPC TX C     - 3,088,797.097 1,085,582.723   MT  0.99993555   +2 04 02.4
 BM1002;SPC TX C     -10,133,828.48  3,561,615.98   sFT  0.99993555   +2 04 02.4
 BM1002;UTM  14      - 3,366,705.166   757,511.490   MT  1.00041815   +1 21 26.4
 BM1002
 BM1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1002!SPC TX C     -   0.99998907  x   0.99993555  =   0.99992462
 BM1002!UTM  14      -   0.99998907  x   1.00041815  =   1.00040722
 BM1002
 BM1002|---------------------------------------------------------------------|
 BM1002| PID    Reference Object                     Distance      Geod. Az  |
 BM1002|                                                           dddmmss.s |
 BM1002| CV8264 CLAY RM 1                            26.662 METERS 09901     |
 BM1002| CV8263 CLAY AZ MK                                         2701007.0 |
 BM1002| CV8265 CLAY RM 2                            21.091 METERS 27244     |
 BM1002|---------------------------------------------------------------------|
 BM1002
 BM1002                          SUPERSEDED SURVEY CONTROL
 BM1002
 BM1002  NAD 83(1986)-  30 24 17.72895(N)    096 19 10.43235(W) AD(       ) 1
 BM1002  NAD 27      -  30 24 16.98169(N)    096 19 09.56609(W) AD(       ) 1
 BM1002  NGVD 29 (07/19/86)   96.4    (m)          316.     (f) VERT ANG       
 BM1002
 BM1002.Superseded values are not recommended for survey control.
 BM1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1002.See file dsdata.txt to determine how the superseded data were derived.
 BM1002
 BM1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5751166705(NAD 83)
 BM1002_MARKER: DS = TRIANGULATION STATION DISK
 BM1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM1002
 BM1002  HISTORY     - Date     Condition        Report By
 BM1002  HISTORY     - 1967     MONUMENTED       CGS
 BM1002  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1002
 BM1002                          STATION DESCRIPTION
 BM1002
 BM1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM1002'THE STATION IS LOCATED ABOUT 13 MILES EAST-NORTHEAST OF SOMERVILLE,
 BM1002'6 MILES NORTH-NORTHEAST OF INDEPENDENCE AND 2 MILES NORTHEAST
 BM1002'OF CLAY, ON A HIGH PROMINENT HILL IN AN OLD ROCK QUARRY OWNED
 BM1002'BY DR. H. WILKIN.
 BM1002'
 BM1002'TO REACH THE STATION FROM A CROSSROAD IN THE SMALL VILLAGE OF
 BM1002'CLAY, (0.2 MILE EAST OF FARM ROAD 50 AND 50 YARDS NORTH OF THE
 BM1002'RAILROAD) GO EAST ON A GRAVELED ROAD FOR 0.15 MILE TO A FORK.  TAKE
 BM1002'THE RIGHT FORK AND CONTINUE EAST ON THE GRAVELED ROAD FOR 1.15
 BM1002'MILES TO A RANCH ROAD AND A SIGN OLD RIVER RANCH ON THE
 BM1002'LEFT.  TURN LEFT, CROSS A CATTLE GUARD AND GO NORTH ON THE
 BM1002'RANCH ROAD FOR 0.6 MILE TO A TRACK ROAD ON THE LEFT.* CONTINUE
 BM1002'NORTH ON THE RANCH ROAD FOR 0.05 MILE TO A DIM TRACK ROAD
 BM1002'ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE TRACK ROAD
 BM1002'ACROSS OPEN PASTURE FOR 0.1 MILE TO WHERE A POWERLINE CROSSES
 BM1002'THE ROAD.  CONTINUE EAST ON THE TRACK ROAD INTO WOODS FOR
 BM1002'0.05 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 BM1002'NORTHEASTERLY ON THE TRACK ROAD THROUGH THE WOODS AND OLD
 BM1002'ROCK QUARRY FOR 0.25 MILE TO THE HIGHEST POINT IN THE
 BM1002'VICINITY AND THE STATION.
 BM1002'
 BM1002'THE STATION MARK IS A STANDARD DISK STAMPED CLAY 1967, SET IN
 BM1002'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 BM1002'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BM1002'115 FEET EAST OF A LARGE QUADRIVIAL TRUNKED TREE AND 21 FEET
 BM1002'SOUTH OF THE NORTH EDGE OF THE HILL.
 BM1002'
 BM1002'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CLAY NO 1 1967,
 BM1002'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH
 BM1002'THE SURFACE OF THE GROUND AND 1 FOOT LOWER IN ELEVATION THAN
 BM1002'THE STATION.
 BM1002'
 BM1002'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CLAY NO 2 1967,
 BM1002'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS EXPOSED
 BM1002'ON THE SOUTH SIDE AND FLUSH WITH THE SURFACE TO THE NORTH.  IT
 BM1002'IS 62 FEET NORTHEAST OF THE LARGE TREE AND 7 FEET SOUTH OF
 BM1002'THE NORTH EDGE OF THE HILL.
 BM1002'
 BM1002'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLAY 1967, SET
 BM1002'IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 BM1002'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 61
 BM1002'FEET NORTH OF A 10-INCH TREE, 3 FEET SOUTH OF A METAL WITNESS
 BM1002'POST AND 6 INCHES WEST OF A FENCE.
 BM1002'
 BM1002'TO REACH THE AZIMUTH MARK FROM THE * TRACK ROAD LEFT, GO WEST
 BM1002'ON THE TRACK ROAD FOR 0.05 MILE TO A TRACK ROAD RIGHT AT A
 BM1002'FENCE CORNER.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD ALONG
 BM1002'THE WEST SIDE OF THE FENCE FOR 0.05 MILE TO A GATE.  PASS
 BM1002'THROUGH THE GATE AND CONTINUE NORTH ALONG NORTH-SOUTH FENCELINE
 BM1002'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BM1002'
 BM1002'HEIGHT OF LIGHT ABOVE STATION MARK 14.4 METERS.
 BM1002
 BM1002                          STATION RECOVERY (1994)
 BM1002
 BM1002'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0999 ***********************************************************************
 CU0999  DESIGNATION -  CLAY
 CU0999  PID         -  CU0999
 CU0999  STATE/COUNTY-  TX/MITCHELL
 CU0999  USGS QUAD   -  CEDAR BEND (1979)
 CU0999
 CU0999                         *CURRENT SURVEY CONTROL
 CU0999  ___________________________________________________________________
 CU0999* NAD 83(1993)-  32 24 22.93378(N)    100 55 50.63647(W)     ADJUSTED  
 CU0999* NAVD 88     -       673.40   (+/-2cm)    2209.3    (feet)  VERTCON   
 CU0999  ___________________________________________________________________
 CU0999  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CU0999  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CU0999
 CU0999  HORZ ORDER  -  FIRST
 CU0999  VERT ORDER  -  THIRD ? (See Below)
 CU0999
 CU0999.The horizontal coordinates were established by classical geodetic methods
 CU0999.and adjusted by the National Geodetic Survey in February 1996..
 CU0999
 CU0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0999.The vertical order pertains to the NGVD 29 superseded value.
 CU0999
 CU0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0999
 CU0999.The geoid height was determined by GEOID03.
 CU0999
 CU0999;                    North         East     Units Scale Factor Converg.
 CU0999;SPC TXNC     - 2,084,671.927   371,366.409   MT  0.99993558   -1 19 32.5
 CU0999;SPC TXNC     - 6,839,461.15  1,218,391.29   sFT  0.99993558   -1 19 32.5
 CU0999;UTM  14      - 3,587,120.169   318,426.191   MT  1.00000657   -1 02 06.0
 CU0999
 CU0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0999!SPC TXNC     -   0.99989844  x   0.99993558  =   0.99983402
 CU0999!UTM  14      -   0.99989844  x   1.00000657  =   0.99990501
 CU0999
 CU0999:                Primary Azimuth Mark                     Grid Az
 CU0999:SPC TXNC     -  COLORADO CITY FRONTIER TV MAST           084 15 36.5
 CU0999:UTM  14      -  COLORADO CITY FRONTIER TV MAST           083 58 10.0
 CU0999
 CU0999|---------------------------------------------------------------------|
 CU0999| PID    Reference Object                     Distance      Geod. Az  |
 CU0999|                                                           dddmmss.s |
 CU0999| CU0996 COLORADO CITY FRONTIER TV MAST      APPROX. 5.9 KM 0825604.0 |
 CU0999| CU0995 COLORADO CITY MUN TANK              APPROX. 6.2 KM 0913912.6 |
 CU0999| CU0990 COLORADO WEST STANDPIPE             APPROX. 9.0 KM 1064442.8 |
 CU0999| CX6933 CLAY AZ MK                                         1690834.6 |
 CU0999| CU0317 Z 913                                30.356 METERS 19115     |
 CU0999| CX6934 CLAY RM 1                            10.303 METERS 26236     |
 CU0999|---------------------------------------------------------------------|
 CU0999
 CU0999                          SUPERSEDED SURVEY CONTROL
 CU0999
 CU0999  NAD 83(1986)-  32 24 22.93874(N)    100 55 50.62766(W) AD(       ) 1
 CU0999  NAD 27      -  32 24 22.51478(N)    100 55 49.21511(W) AD(       ) 1
 CU0999  NGVD 29 (07/19/86)  673.18   (m)         2208.6    (f) LEVELING    3  
 CU0999
 CU0999.Superseded values are not recommended for survey control.
 CU0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0999.See file dsdata.txt to determine how the superseded data were derived.
 CU0999
 CU0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA1842687120(NAD 83)
 CU0999_MARKER: DS = TRIANGULATION STATION DISK
 CU0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0999
 CU0999  HISTORY     - Date     Condition        Report By
 CU0999  HISTORY     - 1968     MONUMENTED       CGS
 CU0999
 CU0999                          STATION DESCRIPTION
 CU0999
 CU0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0999'STATION IS LOCATED ABOUT 4 MILES WEST OF COLORADO CITY, 1.0
 CU0999'MILE NORTH OF INTERSTATE 20, IN THE NORTHEAST CORNER OF A T-ROAD
 CU0999'INTERSECTION AND IS ON ROAD RIGHT-OF-WAY.
 CU0999'
 CU0999'TO REACH FROM THE INTERSECTION OF INTERSTATE 20 AND STATE
 CU0999'HIGHWAY 208 IN THE NORTH PART OF COLORADO CITY, GO WEST ON
 CU0999'INTERSTATE 20 FOR 4.0 MILES TO FARM ROAD 1229 AND THE AZIMUTH
 CU0999'MARK IN THE NORTHWEST CORNER ABUTMENT OF THE WEST BOUND LANE OF
 CU0999'TRAFFIC OVERPASS OF INTERSTATE 20 AND FARM ROAD 1229.  TURN
 CU0999'RIGHT AND GO NORTH ON FARM ROAD 1229 FOR 1.0 MILE TO A SIDE
 CU0999'ROAD RIGHT AND THE STATION.
 CU0999'
 CU0999'STATION MARK IS A STANDARD DISK, STAMPED CLAY 1968, SET IN THE
 CU0999'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH
 CU0999'ABOVE THE SURFACE.  IT IS 77.5 FEET EAST OF THE CENTER OF THE
 CU0999'PAVED ROAD, 39.5 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND
 CU0999'6.5 FEET SOUTH OF A FENCE.
 CU0999'
 CU0999'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLAY NO 1 1968,
 CU0999'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 CU0999'WITH THE SURFACE.  IT IS 43 FEET EAST OF THE CENTER OF THE
 CU0999'PAVED ROAD, 42 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND
 CU0999'3.5 FEET SOUTH OF A FENCE.
 CU0999'
 CU0999'REFERENCE MARK 2 IS A STANDARD BENCH MARK DISK, STAMPED Z 913
 CU0999'1956, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 CU0999'WHICH PROJECTS ABOUT 3 INCHES.  IT IS 37.6 FEET EAST OF THE
 CU0999'CENTER OF THE PAVED ROAD, 9.6 FEET SOUTH OF A FENCE CORNER, 2.4
 CU0999'FEET NORTH OF A WITNESS POST AND 1.6 FEET WEST OF A FENCE.
 CU0999'
 CU0999'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLAY 1968, CEMENTED
 CU0999'IN A DRILL HOLE IN THE CONCRETE ABUTMENT IN THE NORTHWEST CORNER
 CU0999'OF THE WEST BOUND LANE OF INTERSTATE 20.  IT IS 60.3 FEET
 CU0999'WEST OF THE CENTER OF THE OVERPASS AND 22.6 FEET NORTH OF THE
 CU0999'CENTER LINE OF THE WEST BOUND LANE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1623 ***********************************************************************
 FL1623  DESIGNATION -  CLAY
 FL1623  PID         -  FL1623
 FL1623  STATE/COUNTY-  TX/HUTCHINSON
 FL1623  USGS QUAD   -  ADOBE CREEK (1971)
 FL1623
 FL1623                         *CURRENT SURVEY CONTROL
 FL1623  ___________________________________________________________________
 FL1623* NAD 83(1993)-  35 55 01.61907(N)    101 11 56.43481(W)     ADJUSTED  
 FL1623* NAVD 88     -       904.     (meters)    2966.     (feet)  SCALED    
 FL1623  ___________________________________________________________________
 FL1623  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 FL1623  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 FL1623
 FL1623  HORZ ORDER  -  SECOND
 FL1623
 FL1623.The horizontal coordinates were established by classical geodetic methods
 FL1623.and adjusted by the National Geodetic Survey in February 1996..
 FL1623
 FL1623.The orthometric height was scaled from a topographic map.
 FL1623
 FL1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1623
 FL1623.The geoid height was determined by GEOID03.
 FL1623
 FL1623;                    North         East     Units Scale Factor Converg.
 FL1623;SPC TX N     - 1,212,723.619   227,165.333   MT  0.99994874   +0 10 28.0
 FL1623;SPC TX N     - 3,978,744.07    745,291.60   sFT  0.99994874   +0 10 28.0
 FL1623;UTM  14      - 3,976,989.724   301,585.988   MT  1.00008512   -1 17 25.4
 FL1623
 FL1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1623!SPC TX N     -   0.99986234  x   0.99994874  =   0.99981109
 FL1623!UTM  14      -   0.99986234  x   1.00008512  =   0.99994745
 FL1623
 FL1623|---------------------------------------------------------------------|
 FL1623| PID    Reference Object                     Distance      Geod. Az  |
 FL1623|                                                           dddmmss.s |
 FL1623| CJ6914 CLAY RM 1                             6.706 METERS 10902     |
 FL1623| CJ6915 CLAY RM 2                             6.398 METERS 27524     |
 FL1623| CJ6913 CLAY AZ MK                                         3141752.6 |
 FL1623|---------------------------------------------------------------------|
 FL1623
 FL1623                          SUPERSEDED SURVEY CONTROL
 FL1623
 FL1623  NAD 83(1993)-  35 55 01.61951(N)    101 11 56.43456(W) AD(       ) 2
 FL1623  NAD 83(1986)-  35 55 01.62666(N)    101 11 56.42287(W) AD(       ) 2
 FL1623  NAD 27      -  35 55 01.48900(N)    101 11 54.85500(W) AD(       ) 2
 FL1623
 FL1623.Superseded values are not recommended for survey control.
 FL1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1623.See file dsdata.txt to determine how the superseded data were derived.
 FL1623
 FL1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0158676990(NAD 83)
 FL1623_MARKER: DS = TRIANGULATION STATION DISK
 FL1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1623
 FL1623  HISTORY     - Date     Condition        Report By
 FL1623  HISTORY     - 1951     MONUMENTED       CGS
 FL1623
 FL1623                          STATION DESCRIPTION
 FL1623
 FL1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1623'THE STATION IS LOCATED ON A HIGH RIDGE ABOUT 17 MILES NORTHEAST
 FL1623'OF STINNETT, 5 MILES NORTH OF THE CANADIAN RIVER, 64 FEET
 FL1623'WEST OF THE APPROXIMATE CENTER OF A DIRT ROAD, 20 FEET NORTHEAST
 FL1623'OF A FENCE CORNER, AND 12 FEET SOUTH OF A WITNESS POST.
 FL1623'
 FL1623'TO REACH THE STATION FROM THE COURTHOUSE IN STINNETT.  GO
 FL1623'NORTH ON STATE ROUTE 117 FOR 12 MILES TO A SIDE ROAD RIGHT,
 FL1623'TURN RIGHT AND GO EAST FOR 5.0 MILES TO A JUNCTION WITH AN OILED
 FL1623'ROAD.  CONTINUE EAST FOR 2.0 MILES TO A T-INTERSECTION, TURN RIGHT
 FL1623'AND GO SOUTH FOR 0.3 MILE TO A CATTLE GUARD, TURN LEFT THROUGH
 FL1623'THE CATTLE GUARD AND FOLLOW MAIN DIRT ROAD SOUTH FOR 4.8 MILES
 FL1623'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.5 MILE
 FL1623'TO THE TOP OF THE RIDGE AND THE STATION ON THE RIGHT AS
 FL1623'DESCRIBED.
 FL1623'
 FL1623'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL1623'POSTS.
 FL1623'
 FL1623'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED CLAY
 FL1623'1951.
 FL1623'
 FL1623'REFERENCE MARK NO. 1 IS 50 FEET SOUTHWEST OF THE APPROXIMATE
 FL1623'CENTER OF A DIRT ROAD, 30 FEET EAST OF A FENCE CORNER, AND 4
 FL1623'FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES, AND
 FL1623'THE DISK IS STAMPED CLAY NO 1 1951.
 FL1623'
 FL1623'REFERENCE MARK NO. 2 IS 61 FEET WEST OF THE APPROXIMATE CENTER
 FL1623'OF A DIRT ROAD, 25 FEET NORTH OF A FENCE CORNER, AND 1 FOOT
 FL1623'EAST OF A FENCE LINE.  THE MARK PROJECTS 1 INCH, AND THE DISK IS
 FL1623'STAMPED CLAY NO 2 1951.
 FL1623'
 FL1623'THE AZIMUTH MARK IS 60 FEET WEST OF THE APPROXIMATE CENTER OF
 FL1623'A DIRT ROAD, 8 FEET EAST OF A FENCE LINE, AND 4 FEET WEST OF A
 FL1623'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 FL1623'IS STAMPED CLAY 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1004 ***********************************************************************
 BM1004  DESIGNATION -  CLAY MUNICIPAL TANK
 BM1004  PID         -  BM1004
 BM1004  STATE/COUNTY-  TX/BURLESON
 BM1004  USGS QUAD   -  CLAY (1980)
 BM1004
 BM1004                         *CURRENT SURVEY CONTROL
 BM1004  ___________________________________________________________________
 BM1004* NAD 83(1993)-  30 23 42.37991(N)    096 20 43.74875(W)     ADJUSTED  
 BM1004* NAVD 88     -                                                        
 BM1004  ___________________________________________________________________
 BM1004  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 BM1004  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BM1004
 BM1004  HORZ ORDER  -  THIRD
 BM1004
 BM1004.The horizontal coordinates were established by classical geodetic methods
 BM1004.and adjusted by the National Geodetic Survey in February 1996..
 BM1004
 BM1004
 BM1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1004
 BM1004.The geoid height was determined by GEOID03.
 BM1004
 BM1004;                    North         East     Units Scale Factor Converg.
 BM1004;SPC TX C     - 3,087,620.225 1,083,133.141   MT  0.99993733   +2 03 14.3
 BM1004;SPC TX C     -10,129,967.35  3,553,579.31   sFT  0.99993733   +2 03 14.3
 BM1004;UTM  14      - 3,365,558.198   755,046.344   MT  1.00040256   +1 20 37.7
 BM1004
 BM1004                          SUPERSEDED SURVEY CONTROL
 BM1004
 BM1004  NAD 83(1986)-  30 23 42.39418(N)    096 20 43.73148(W) AD(       ) 4
 BM1004  NAD 27      -  30 23 41.64343(N)    096 20 42.86684(W) AD(       ) 3
 BM1004
 BM1004.Superseded values are not recommended for survey control.
 BM1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1004.See file dsdata.txt to determine how the superseded data were derived.
 BM1004
 BM1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5504665558(NAD 83)
 BM1004_MARKER: 53 = ELEVATED TANK
 BM1004
 BM1004  HISTORY     - Date     Condition        Report By
 BM1004  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM1004  HISTORY     - 19940820 GOOD             USPSQD
 BM1004
 BM1004                          STATION DESCRIPTION
 BM1004
 BM1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM1004'THE FINIAL AT THE TOP CENTER OF THE CLAY MUNICIPAL WATER TANK,
 BM1004'LOCATED AT THE NORTHEAST EDGE OF THE SMALL VILLAGE OF
 BM1004'CLAY.  THE TANK IS PAINTED SILVER, SUPPORTED BY A FOUR-LEGGED
 BM1004'STEEL STRUCTURE AND IS ABOUT 125 FEET HIGH.
 BM1004
 BM1004                          STATION RECOVERY (1994)
 BM1004
 BM1004'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1003 ***********************************************************************
 BM1003  DESIGNATION -  CLAY RM A 1967
 BM1003  PID         -  BM1003
 BM1003  STATE/COUNTY-  TX/BURLESON
 BM1003  USGS QUAD   -  CLAY (1980)
 BM1003
 BM1003                         *CURRENT SURVEY CONTROL
 BM1003  ___________________________________________________________________
 BM1003* NAD 83(1993)-  30 24 16.56638(N)    096 19 10.76836(W)     ADJUSTED  
 BM1003* NAVD 88     -        92.7    (meters)     304.     (feet)  VERTCON   
 BM1003  ___________________________________________________________________
 BM1003  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BM1003  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BM1003
 BM1003  HORZ ORDER  -  FIRST
 BM1003
 BM1003.The horizontal coordinates were established by classical geodetic methods
 BM1003.and adjusted by the National Geodetic Survey in February 1996..
 BM1003
 BM1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1003
 BM1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1003
 BM1003.The geoid height was determined by GEOID03.
 BM1003
 BM1003;                    North         East     Units Scale Factor Converg.
 BM1003;SPC TX C     - 3,088,761.462 1,085,575.513   MT  0.99993560   +2 04 02.2
 BM1003;SPC TX C     -10,133,711.56  3,561,592.33   sFT  0.99993560   +2 04 02.2
 BM1003;UTM  14      - 3,366,669.606   757,503.836   MT  1.00041810   +1 21 26.2
 BM1003
 BM1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1003!SPC TX C     -   0.99998965  x   0.99993560  =   0.99992525
 BM1003!UTM  14      -   0.99998965  x   1.00041810  =   1.00040775
 BM1003
 BM1003|---------------------------------------------------------------------|
 BM1003| PID    Reference Object                     Distance      Geod. Az  |
 BM1003|                                                           dddmmss.s |
 BM1003| BM1002 CLAY                                 36.360 METERS 01330     |
 BM1003| BM1004 CLAY MUNICIPAL TANK                 APPROX. 2.7 KM 2470119.5 |
 BM1003| BM1010 MERLE                               APPROX.12.9 KM 2813224.5 |
 BM1003| BM1011 SNOOK MUNICIPAL TANK                APPROX.16.8 KM 3034400.7 |
 BM1003|---------------------------------------------------------------------|
 BM1003
 BM1003                          SUPERSEDED SURVEY CONTROL
 BM1003
 BM1003  NAD 83(1986)-  30 24 16.58064(N)    096 19 10.75052(W) AD(       ) 1
 BM1003  NAD 27      -  30 24 15.83355(N)    096 19 09.88418(W) AD(       ) 1
 BM1003  NGVD 29 (07/19/86)   92.7    (m)          304.     (f) VERT ANG       
 BM1003
 BM1003.Superseded values are not recommended for survey control.
 BM1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1003.See file dsdata.txt to determine how the superseded data were derived.
 BM1003
 BM1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5750466670(NAD 83)
 BM1003_MARKER: DS = TRIANGULATION STATION DISK
 BM1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1003+STABILITY: SURFACE MOTION
 BM1003
 BM1003  HISTORY     - Date     Condition        Report By
 BM1003  HISTORY     - 1967     MONUMENTED       CGS
 BM1003
 BM1003                          STATION DESCRIPTION
 BM1003
 BM1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM1003'THE STATION IS LOCATED ABOUT 13 MILES EAST-NORTHEAST OF
 BM1003'SOMERVILLE, 6 MILES NORTH-NORTHEAST OF INDEPENDENCE AND 2 MILES
 BM1003'NORTHEAST OF CLAY, ON A HIGH PROMINENT HILL IN AN OLD ROCK
 BM1003'QUARRY OWNED BY DR. H. WILKIN.
 BM1003'
 BM1003'THE STATION MARK IS A STANDARD DISK, STAMPED CLAY RM A, SET IN
 BM1003'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 BM1003'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 106 FEET
 BM1003'SOUTHEAST OF A LARGE QUADRIVIAL TRUNKED TREE AND 43 FEET
 BM1003'SOUTHWEST OF AN 8-INCH TREE.
 BM1003'
 BM1003'FOR TO REACH TO THIS STATION SEE DESCRIPTION FOR STATION CLAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0599 ***********************************************************************
 AO0599  DESIGNATION -  CLAYTON
 AO0599  PID         -  AO0599
 AO0599  STATE/COUNTY-  TX/LIVE OAK
 AO0599  USGS QUAD   -  LIVE OAK HOLLOW (1969)
 AO0599
 AO0599                         *CURRENT SURVEY CONTROL
 AO0599  ___________________________________________________________________
 AO0599* NAD 83(1993)-  28 19 19.29953(N)    098 16 32.19623(W)     ADJUSTED  
 AO0599* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 AO0599  ___________________________________________________________________
 AO0599  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AO0599  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AO0599
 AO0599  HORZ ORDER  -  SECOND
 AO0599
 AO0599.The horizontal coordinates were established by classical geodetic methods
 AO0599.and adjusted by the National Geodetic Survey in February 1996..
 AO0599
 AO0599.The orthometric height was scaled from a topographic map.
 AO0599
 AO0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0599
 AO0599.The geoid height was determined by GEOID03.
 AO0599
 AO0599;                    North         East     Units Scale Factor Converg.
 AO0599;SPC TXSC     - 4,054,383.133   671,040.239   MT  1.00001816   +0 21 17.6
 AO0599;SPC TXSC     -13,301,755.33  2,201,571.18   sFT  1.00001816   +0 21 17.6
 AO0599;UTM  14      - 3,133,088.839   571,012.035   MT  0.99966223   +0 20 37.3
 AO0599
 AO0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0599!SPC TXSC     -   0.99998525  x   1.00001816  =   1.00000341
 AO0599!UTM  14      -   0.99998525  x   0.99966223  =   0.99964748
 AO0599
 AO0599:                Primary Azimuth Mark                     Grid Az
 AO0599:SPC TXSC     -  CLAYTON AZ MK                            000 23 53.8
 AO0599:UTM  14      -  CLAYTON AZ MK                            000 24 34.1
 AO0599
 AO0599|---------------------------------------------------------------------|
 AO0599| PID    Reference Object                     Distance      Geod. Az  |
 AO0599|                                                           dddmmss.s |
 AO0599| CV4572 CLAYTON AZ MK                                      0004511.4 |
 AO0599| AO0588 THREE RIVERS MUNICIPAL TANK         APPROX.18.0 KM 0294135.2 |
 AO0599| CV4573 CLAYTON RM 1                         32.668 METERS 12136     |
 AO0599| CV4574 CLAYTON RM 2                         27.368 METERS 25951     |
 AO0599|---------------------------------------------------------------------|
 AO0599
 AO0599                          SUPERSEDED SURVEY CONTROL
 AO0599
 AO0599  NAD 83(1986)-  28 19 19.30514(N)    098 16 32.17409(W) AD(       ) 2
 AO0599  NAD 27      -  28 19 18.30400(N)    098 16 31.14200(W) AD(       ) 2
 AO0599
 AO0599.Superseded values are not recommended for survey control.
 AO0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0599.See file dsdata.txt to determine how the superseded data were derived.
 AO0599
 AO0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS7101233089(NAD 83)
 AO0599_MARKER: DS = TRIANGULATION STATION DISK
 AO0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0599
 AO0599  HISTORY     - Date     Condition        Report By
 AO0599  HISTORY     - 1953     MONUMENTED       CGS
 AO0599  HISTORY     - 1963     GOOD             CGS
 AO0599  HISTORY     - 1967     GOOD             HUMBLE
 AO0599
 AO0599                          STATION DESCRIPTION
 AO0599
 AO0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0599'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF THREE
 AO0599'RIVERS AND 10 MILES WEST OF GEORGE WEST, ON A BARE RIDGE,
 AO0599'AT THE CLAYTON GAS DE-HYDRATION PLANT OF THE MAGNOLIA PETROLEUM
 AO0599'CO.
 AO0599'
 AO0599'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AO0599'AND STATE HIGHWAY 202 IN GEORGE WEST, GO NORTH ON U.S. HIGHWAY
 AO0599'231 FOR 1.8 MILES TO A DRIVE-IN THEATER AND FARM ROAD 889
 AO0599'ON THE LEFT.  TURN LEFT ON FARM ROAD 889 AND GO SOUTHWEST
 AO0599'4.95 MILES TO A DIRT ROAD RIGHT.  TURN RIGHT, GO NORTHWEST
 AO0599'2.35 MILES TO A T-INTERSECTION.  TURN LEFT, GO SOUTHWEST
 AO0599'0.45 MILE TO A FORK.  TURN RIGHT, GO WEST 3.15 MILES TO
 AO0599'A CATTLE GUARD AND THE ENTRANCE TO THE GAS PLANT ON LEFT.
 AO0599'TURN LEFT, GO SOUTHWEST 0.15 MILE TO STATION.
 AO0599'
 AO0599'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE GAS PLANT,
 AO0599'GO WEST 0.1 MILE TO A CROSSROAD.  TURN RIGHT, GO NORTH 0.65
 AO0599'MILE TO FARM BUILDINGS AND THE MARK AS DESCRIBED.
 AO0599'
 AO0599'THE STATION MARK IS STAMPED CLAYTON 1953.  IT IS A STANDARD
 AO0599'DISK SET IN A CONCRETE MONUMENT THAT IS 3 INCHES BELOW GROUND
 AO0599'LEVEL.  IT IS 150 FEET NORTH OF AN OFFICE BUILDING AND 16
 AO0599'FEET NORTH OF A METAL FENCE.
 AO0599'
 AO0599'REFERENCE MARK 1 IS STAMPED CLAYTON NO 1 1953.  IT IS A
 AO0599'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 AO0599'IT IS 38 FEET SOUTH OF A FENCE CORNER AND 1 FOOT WEST OF A
 AO0599'METAL FENCE.
 AO0599'
 AO0599'REFERENCE MARK 2 IS STAMPED CLAYTON NO 2 1953.  IT IS A STANDARD
 AO0599'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 AO0599'IS 23 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF A
 AO0599'METAL FENCE.
 AO0599'
 AO0599'THE AZIMUTH MARK IS STAMPED CLAYTON 1953.  IT IS A STANDARD
 AO0599'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 AO0599'IS 115 FEET SOUTHEAST OF THE GEFFERT FARM HOUSE, 125 FEET
 AO0599'EAST OF A ROAD, 6 FEET WEST OF A FENCE CORNER, 2 FEET EAST
 AO0599'OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 AO0599'
 AO0599'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AO0599
 AO0599                          STATION RECOVERY (1963)
 AO0599
 AO0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AO0599'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AO0599'AS DESCRIBED.  AZIMUTH MARK WAS NOT RECOVERED.  DIRECTIONS
 AO0599'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AO0599
 AO0599                          STATION RECOVERY (1967)
 AO0599
 AO0599'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1967 (ELC)
 AO0599'STATION RECOVERED IN GOOD CONDITION INCLUDING R.M. 1, R.M.
 AO0599'2 AND AZIMUTH MARK.  STATION OCCUPIED JUNE 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1153 ***********************************************************************
 CR1153  DESIGNATION -  CLAYTON
 CR1153  PID         -  CR1153
 CR1153  STATE/COUNTY-  TX/PANOLA
 CR1153  USGS QUAD   -  LONG BRANCH (1983)
 CR1153
 CR1153                         *CURRENT SURVEY CONTROL
 CR1153  ___________________________________________________________________
 CR1153* NAD 83(1993)-  32 05 02.48643(N)    094 30 28.67815(W)     ADJUSTED  
 CR1153* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 CR1153  ___________________________________________________________________
 CR1153  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 CR1153  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR1153
 CR1153  HORZ ORDER  -  SECOND
 CR1153
 CR1153.The horizontal coordinates were established by classical geodetic methods
 CR1153.and adjusted by the National Geodetic Survey in February 1996..
 CR1153
 CR1153.The orthometric height was scaled from a topographic map.
 CR1153
 CR1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1153
 CR1153.The geoid height was determined by GEOID03.
 CR1153
 CR1153;                    North         East     Units Scale Factor Converg.
 CR1153;SPC TXNC     - 2,053,442.234   976,789.999   MT  1.00001402   +2 10 38.0
 CR1153;SPC TXNC     - 6,737,001.73  3,204,685.19   sFT  1.00001402   +2 10 38.0
 CR1153;SPC TX C     - 3,282,392.145 1,249,736.371   MT  1.00006008   +3 00 01.5
 CR1153;SPC TX C     -10,768,981.56  4,100,176.74   sFT  1.00006008   +3 00 01.5
 CR1153;UTM  15      - 3,550,744.064   357,687.369   MT  0.99984977   -0 48 04.0
 CR1153
 CR1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1153!SPC TXNC     -   0.99998531  x   1.00001402  =   0.99999933
 CR1153!SPC TX C     -   0.99998531  x   1.00006008  =   1.00004539
 CR1153!UTM  15      -   0.99998531  x   0.99984977  =   0.99983508
 CR1153
 CR1153|---------------------------------------------------------------------|
 CR1153| PID    Reference Object                     Distance      Geod. Az  |
 CR1153|                                                           dddmmss.s |
 CR1153| CX5612 CLAYTON RM 1                         52.502 METERS 06331     |
 CR1153| CR1128 ARKANSAS FUEL OIL CO TALL STK       APPROX.11.8 KM 0883335.6 |
 CR1153| CR1152 CLAYTON 2                            16.248 METERS 16754     |
 CR1153| CX5611 CLAYTON AZ MK                                      2481625.3 |
 CR1153| CX5613 CLAYTON RM 2                         35.649 METERS 31321     |
 CR1153|---------------------------------------------------------------------|
 CR1153
 CR1153                          SUPERSEDED SURVEY CONTROL
 CR1153
 CR1153  NAD 83(1986)-  32 05 02.49604(N)    094 30 28.66797(W) AD(       ) 2
 CR1153  NAD 27      -  32 05 01.90890(N)    094 30 27.93440(W) AD(       ) 2
 CR1153
 CR1153.Superseded values are not recommended for survey control.
 CR1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1153.See file dsdata.txt to determine how the superseded data were derived.
 CR1153
 CR1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR5768750744(NAD 83)
 CR1153_MARKER: DS = TRIANGULATION STATION DISK
 CR1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1153
 CR1153  HISTORY     - Date     Condition        Report By
 CR1153  HISTORY     - 1958     MONUMENTED       CGS
 CR1153  HISTORY     - 1969     SEE DESCRIPTION  CGS
 CR1153
 CR1153                          STATION DESCRIPTION
 CR1153
 CR1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1153'THE STATION IS LOCATED ON A TIMBERED RIDGE, ABOUT 15.0 MILES
 CR1153'NORTHEAST OF MOUNT ENTERPRISE, ABOUT 10.0 MILES SOUTHWEST
 CR1153'OF CARTHAGE, ABOUT 2.0 MILES SOUTHWEST OF CLAYTON, 60 FEET
 CR1153'SOUTHEAST OF THE CENTER OF STATE HIGHWAY NO. 315, 8 FEET
 CR1153'SOUTHWEST OF A WITNESS POST AND SET IN A FENCE LINE.  THE
 CR1153'MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1153'STAMPED CLAYTON 1958.
 CR1153'
 CR1153'REFERENCE MARK NO. 1 IS 60 FEET SOUTHEAST OF THE CENTER OF STATE
 CR1153'HIGHWAY NO. 315, 28 FEET NORTHEAST OF A TRACK ROAD AND 19 FEET
 CR1153'SOUTH OF A 20-INCH PINE TREE.  THE MARK PROJECTS 4 INCHES ABOVE
 CR1153'THE SURFACE OF THE GROUND AND IS STAMPED CLAYTON NO 1 1958.
 CR1153'
 CR1153'REFERENCE MARK NO. 2 IS 52 FEET NORTHWEST OF THE CENTER OF
 CR1153'STATE HIGHWAY NO. 315 AND 31 FEET SOUTHWEST OF 2 LARGE PINE
 CR1153'TREES.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 CR1153'GROUND AND IS STAMPED CLAYTON NO 2 1958.
 CR1153'
 CR1153'AZIMUTH MARK IS 57 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 CR1153'NO. 315, 8 FEET SOUTHEAST OF A POWERLINE POLE, 3 FEET NORTHEAST
 CR1153'OF A WITNESS POST AND SET IN A FENCE LINE.  THE MARK PROJECTS
 CR1153'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CLAYTON
 CR1153'1958.
 CR1153'
 CR1153'TO REACH THE STATION FROM THE POST OFFICE IN CLAYTON, GO
 CR1153'SOUTHWEST ON STATE HIGHWAY NO. 315 FOR 2.1 MILES TO THE STATION
 CR1153'ON THE LEFT AS DESCRIBED.
 CR1153'
 CR1153'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST
 CR1153'ON STATE HIGHWAY NO. 315 FOR 0.25 MILE TO THE MARK ON THE RIGHT
 CR1153'AS DESCRIBED.
 CR1153'
 CR1153'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CR1153
 CR1153                          STATION RECOVERY (1969)
 CR1153
 CR1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CR1153'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH MARK
 CR1153'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD IMPROVEMENTS
 CR1153'THE STATION SURFACE MARK, REFERENCE MARKS NO. 1, NO. 2 AND
 CR1153'AZIMUTH MARK HAD TO BE DESTROYED TO CLEAR AREA FOR ROAD
 CR1153'CONSTRUCTION.
 CR1153'
 CR1153'A NEW STATION CLAYTON 2 WAS SET IN THE NEAR VICINITY AND ITS
 CR1153'POSITION DETERMINED BY TRAVERSE FROM TRIANGULATION STATION
 CR1153'CLAYTON.  DISTANCE BEING 16.248 METERS (53.30 FEET) SOUTH.
 CR1153'
 CR1153'THE UNDER GROUND STATION MARK FOR CLAYTON WILL BE UNDER THE
 CR1153'ROAD BED ON COMPLETION OF ROAD WORK.  SURFACE STATION MARK,
 CR1153'REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH MARK DISKS WERE ALL
 CR1153'REMOVED FROM THEIR CONCRETE POSTS 7/18/69.
 CR1153'
 CR1153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 CR1153'SOUTHWEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1101 ***********************************************************************
 CT1101  DESIGNATION -  CLAYTON
 CT1101  PID         -  CT1101
 CT1101  STATE/COUNTY-  TX/TAYLOR
 CT1101  USGS QUAD   -  POTOSI (1984)
 CT1101
 CT1101                         *CURRENT SURVEY CONTROL
 CT1101  ___________________________________________________________________
 CT1101* NAD 83(1993)-  32 15 19.83697(N)    099 40 53.09558(W)     ADJUSTED  
 CT1101* NAVD 88     -       710.2    (meters)    2330.     (feet)  VERTCON   
 CT1101  ___________________________________________________________________
 CT1101  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 CT1101  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CT1101
 CT1101  HORZ ORDER  -  FIRST
 CT1101
 CT1101.The horizontal coordinates were established by classical geodetic methods
 CT1101.and adjusted by the National Geodetic Survey in February 1996..
 CT1101
 CT1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1101
 CT1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1101
 CT1101.The geoid height was determined by GEOID03.
 CT1101
 CT1101;                    North         East     Units Scale Factor Converg.
 CT1101;SPC TXNC     - 2,065,924.221   488,680.901   MT  0.99996840   -0 38 39.6
 CT1101;SPC TXNC     - 6,777,953.05  1,603,280.59   sFT  0.99996840   -0 38 39.6
 CT1101;UTM  14      - 3,568,961.354   435,815.143   MT  0.99965080   -0 21 49.3
 CT1101
 CT1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1101!SPC TXNC     -   0.99989272  x   0.99996840  =   0.99986113
 CT1101!UTM  14      -   0.99989272  x   0.99965080  =   0.99954356
 CT1101
 CT1101:                Primary Azimuth Mark                     Grid Az
 CT1101:SPC TXNC     -  CLAYTON AZ MK                            175 17 58.8
 CT1101:UTM  14      -  CLAYTON AZ MK                            175 01 08.5
 CT1101
 CT1101|---------------------------------------------------------------------|
 CT1101| PID    Reference Object                     Distance      Geod. Az  |
 CT1101|                                                           dddmmss.s |
 CT1101| CX6935 CLAYTON AZ MK                                      1743919.2 |
 CT1101| CX6937 CLAYTON RM 1                         33.175 METERS 24043     |
 CT1101| CX6936 CLAYTON RM                           14.280 METERS 33119     |
 CT1101| CX6938 CLAYTON RM 2                         14.280 METERS 33119     |
 CT1101| CT1114 ABILENE MUNICIPAL TANK 1            APPROX.22.7 KM 3482036.0 |
 CT1101| CT1110 ABILENE ASYLUM STACK                APPROX.18.4 KM 3482530.3 |
 CT1101|---------------------------------------------------------------------|
 CT1101
 CT1101                          SUPERSEDED SURVEY CONTROL
 CT1101
 CT1101  NAD 83(1986)-  32 15 19.84282(N)    099 40 53.08442(W) AD(       ) 1
 CT1101  NAD 27      -  32 15 19.37300(N)    099 40 51.77700(W) AD(       ) 1
 CT1101  NGVD 29 (07/19/86)  710.0    (m)         2329.     (f) VERT ANG       
 CT1101
 CT1101.Superseded values are not recommended for survey control.
 CT1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1101.See file dsdata.txt to determine how the superseded data were derived.
 CT1101
 CT1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3581568961(NAD 83)
 CT1101_MARKER: DS = TRIANGULATION STATION DISK
 CT1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1101+STABILITY: SURFACE MOTION
 CT1101
 CT1101  HISTORY     - Date     Condition        Report By
 CT1101  HISTORY     - 1908     MONUMENTED       CGS
 CT1101  HISTORY     - 1937     SEE DESCRIPTION  CGS
 CT1101  HISTORY     - 1956     GOOD             USGS
 CT1101  HISTORY     - 1958     GOOD             CGS
 CT1101  HISTORY     - 1963     GOOD             CGS
 CT1101
 CT1101                          STATION DESCRIPTION
 CT1101
 CT1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WB)
 CT1101'STATION IS VERY CLOSE TO SITE OF THE UNITED STATES GEOLOGICAL
 CT1101'SURVEY STATION LIDEL, WHICH WAS NOT RECOVERED.  IT IS ABOUT
 CT1101'13 MILES BY ROAD SE OF ABILENE, A TOWN ON THE TEXAS AND PACIFIC
 CT1101'RAILWAY, ABOUT 3 MILES SSW OF THE POST OFFICE AND VILLAGE
 CT1101'OF POTOSI, AND ABOUT 1/2 MILE E OF THE E ABILENE-COLEMAN PUBLIC
 CT1101'ROAD AT A POINT WHERE IT CROSSES A MOUNTAIN.  IT IS ON A CLEAR
 CT1101'PEAK, THE HIGHEST PEAK OF A VERY PROMINENT RIDGE, AND IN THE
 CT1101'PASTURE OF MR. MC DONALD.
 CT1101'
 CT1101'SURFACE MARK IS LARGE NAIL IN IRON PIPE SET IN CONCRETE.
 CT1101'
 CT1101'UNDERGROUND MARK IS AN OLD TYPE STATION DISK SET IN BEDROCK, ONLY
 CT1101'4 INCHES OF EARTH SEPARATES THE TWO MARKS.
 CT1101'
 CT1101'REFERENCE MARK IS OF SAME GENERAL TYPE AS STATION MARKS EXCEPT
 CT1101'THAT THE PIPE PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS
 CT1101'14.280 METERS (46.85 FEET) FROM THE STATION N 28 DEG 41 MIN W.
 CT1101'
 CT1101'BEARING FROM STATION OF ABILENE, COURTHOUSE DOME, IS N 12 DEG
 CT1101'44 MIN 01 SEC W.  POTOSI, CHURCH SPIRE, N 14 DEG 47 MIN 04 SEC E.
 CT1101'
 CT1101'ELEVATION OF STATION 710.0 METERS (2,329 FEET).
 CT1101
 CT1101                          STATION RECOVERY (1937)
 CT1101
 CT1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CT1101'SURFACE MARK AND SUBSURFACE MARK AT THIS STATION HAVE BEEN
 CT1101'DUG UP AND DESTROYED BUT THE REFERENCE MARK WAS FOUND IN GOOD
 CT1101'CONDITION AND IN PLACE.  A NEW STATION MARK WAS ESTABLISHED
 CT1101'USING THE DISTANCE TO REFERENCE MARK AND ANGLES BETWEEN REFERENCE
 CT1101'MARK AND STATIONS KENNARD AND CLYDE WHICH SHOULD PUT THE
 CT1101'STATION IN THE ORIGINAL POSITION OF THE OLD ONE.  FOLLOWING IS
 CT1101'A NEW DESCRIPTION.
 CT1101'
 CT1101'ABOUT 13 MILES S AND 3 MILES E OF ABILENE, ABOUT 3 MILES SSW
 CT1101'FROM THE VILLAGE OF POTOSI, ON THE HIGHEST POINT IN THE IMMEDIATE
 CT1101'VICINITY ON A HIGH PROMINENT RIDGE ON LOW BRUSH-COVERED
 CT1101'HILL IN PASTURE LAND OWNED BY B.H. SHEPARD WHO LIVES ABOUT
 CT1101'2-1/2 MILES S OF STATION.
 CT1101'
 CT1101'SURFACE MARK IS A STANDARD DISK IN CONCRETE POST THAT PROJECTS
 CT1101'8 INCHES ABOVE THE GROUND.
 CT1101'
 CT1101'UNDERGROUND MARK IS A STANDARD DISK IN A MASS OF CONCRETE
 CT1101'ABOUT 40 INCHES BELOW THE SURFACE OF THE GROUND.
 CT1101'
 CT1101'REFERENCE MARK (1908) WAS AN IRON PIPE IN MASS OF CONCRETE
 CT1101'WITH THE PIPE PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  MORE
 CT1101'CONCRETE WAS POURED AROUND THE PIPE AND A STANDARD DISK
 CT1101'REFERENCE MARK WAS SET IN THE TOP MAKING THE MARK A SQUARE MASS
 CT1101'OF CONCRETE THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CT1101'DISK WAS SET OVER THE CENTER OF PIPE.  IT IS REFERENCE MARK NO.
 CT1101'2.
 CT1101'
 CT1101'REFERENCE MARK NO. 1 (1937) WAS SET IN SOLID OUTCROPPING BEDROCK
 CT1101'FLUSH WITH THE GROUND WSW OF STATION.
 CT1101'
 CT1101'AZIMUTH MARK (1937) WAS SET IN SOLID BEDROCK NEAR THE N CREST
 CT1101'OF HILL, 0.6 MILE S OF STATION AND 19 PACES E OF ROAD.  ROCK
 CT1101'IS ABOUT 3-1/2 FEET ACROSS THE TOP AND FLUSH WITH THE SURFACE
 CT1101'OF THE GROUND.  THERE IS A WOODEN TOWER FOR A TARGET ABOUT
 CT1101'20 FEET HIGH STANDING OVER REFERENCE MARK NO. 2 WHICH IS THE
 CT1101'OLD REFERENCE MARK (1908).
 CT1101'
 CT1101'ELEVATION OF STATION, 710.0 METERS (2,329 FEET).
 CT1101'
 CT1101'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 80 AND U.S. HIGHWAY
 CT1101'277, 84 AND 83 IN ABILENE BY GOING S ON U.S. HIGHWAY 277, 84
 CT1101'AND 83 (PAVED) FOR 15.5 MILES TO JUNCTION OF U.S. HIGHWAY 84
 CT1101'AND U.S. HIGHWAY 83.  THENCE LEFT FORK E AND S ON U.S. HIGHWAY
 CT1101'84 (PAVED) FOR 1.8 MILES TO CROSSROADS.  THENCE LEAVE U.S.
 CT1101'HIGHWAY 84, TURN LEFT AND FOLLOW A GRADED DIRT ROAD E FOR
 CT1101'3.15 MILES TO T-ROAD.  THENCE TURN LEFT AND GO N ON GRADED
 CT1101'DIRT ROAD FOR 0.9 MILE TO A GATE.  PASS THRU GATE THEN TURN
 CT1101'RIGHT AND GO E ON MAIN TRAVELED ROAD FOR 0.25 MILE TO A RED
 CT1101'BOARD GATE.  PASS THRU GATE AND CONTINUE E ON GRADED ROAD
 CT1101'FOR 0.65 MILE TO FORK.  THENCE LEFT FORK N, KEEPING TO LEFT
 CT1101'OF MR. SHEPARDS FARM BUILDINGS, FOR 0.5 MILE TO A WIRE
 CT1101'GATE.  PASS THRU GATE AND CONTINUE N ON MAIN-TRAVELLED ROAD
 CT1101'FOR 1.4 MILES TO AZIMUTH MARK, 19 PACES E OF ROAD.  THENCE
 CT1101'CONTINUE DOWN HILL ON ROAD FOR 0.15 MILE.  THENCE LEAVE
 CT1101'ROAD, TURN LEFT AND GO NW AND N UP VALLEY FOR 0.6 MILE TO TOP
 CT1101'OF HILL AND STATION.
 CT1101
 CT1101                          STATION RECOVERY (1956)
 CT1101
 CT1101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CT1101'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32099-3, STATION 1014.
 CT1101'
 CT1101'RECOVERED BY USGS IN 1956.
 CT1101'
 CT1101'STATION MARK--STANDARD DISK IN CONCRETE POST THAT PROJECT 8 IN.
 CT1101'ABOVE THE GROUND.
 CT1101
 CT1101                          STATION RECOVERY (1958)
 CT1101
 CT1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CT1101'STATION RECOVERED AS DESCRIBED BY O.S.R. IN 1937 AND ALL MARKS
 CT1101'FOUND IN GOOD CONDITION.
 CT1101'
 CT1101'THE 1937 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 CT1101
 CT1101                          STATION RECOVERY (1963)
 CT1101
 CT1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 CT1101'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  R.M. 2
 CT1101'WAS FOUND, BUT A SEARCH WAS NOT MADE FOR R.M. 1 AT THIS TIME.
 CT1101'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1136 ***********************************************************************
 CU1136  DESIGNATION -  CLAYTON
 CU1136  PID         -  CU1136
 CU1136  STATE/COUNTY-  TX/BORDEN
 CU1136  USGS QUAD   -  HOLLOWAY CANYON (1969)
 CU1136
 CU1136                         *CURRENT SURVEY CONTROL
 CU1136  ___________________________________________________________________
 CU1136* NAD 83(1993)-  32 51 36.02056(N)    101 32 59.48654(W)     ADJUSTED  
 CU1136* NAVD 88     -       918.     (meters)    3012.     (feet)  SCALED    
 CU1136  ___________________________________________________________________
 CU1136  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 CU1136  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 CU1136
 CU1136  HORZ ORDER  -  SECOND
 CU1136
 CU1136.The horizontal coordinates were established by classical geodetic methods
 CU1136.and adjusted by the National Geodetic Survey in February 1996..
 CU1136
 CU1136.The orthometric height was scaled from a topographic map.
 CU1136
 CU1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1136
 CU1136.The geoid height was determined by GEOID03.
 CU1136
 CU1136;                    North         East     Units Scale Factor Converg.
 CU1136;SPC TXNC     - 2,136,471.994   314,606.628   MT  0.99987818   -1 39 48.2
 CU1136;SPC TXNC     - 7,009,408.53  1,032,171.91   sFT  0.99987818   -1 39 48.2
 CU1136;UTM  14      - 3,638,649.298   261,394.851   MT  1.00030205   -1 23 03.0
 CU1136
 CU1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1136!SPC TXNC     -   0.99985974  x   0.99987818  =   0.99973794
 CU1136!UTM  14      -   0.99985974  x   1.00030205  =   1.00016175
 CU1136
 CU1136|---------------------------------------------------------------------|
 CU1136| PID    Reference Object                     Distance      Geod. Az  |
 CU1136|                                                           dddmmss.s |
 CU1136| CH8619 CLAYTON RM 2                         20.045 METERS 05942     |
 CU1136| CU1074 GAIL FAA MICROWAVE                  APPROX.16.6 KM 1360258.5 |
 CU1136| CH8617 CLAYTON AZ MK                                      1955234.0 |
 CU1136| CH8618 CLAYTON RM 1                         21.972 METERS 32918     |
 CU1136|---------------------------------------------------------------------|
 CU1136
 CU1136                          SUPERSEDED SURVEY CONTROL
 CU1136
 CU1136  NAD 83(1986)-  32 51 36.02754(N)    101 32 59.47781(W) AD(       ) 2
 CU1136  NAD 27      -  32 51 35.65578(N)    101 32 57.98052(W) AD(       ) 2
 CU1136
 CU1136.Superseded values are not recommended for survey control.
 CU1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1136.See file dsdata.txt to determine how the superseded data were derived.
 CU1136
 CU1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB6139538649(NAD 83)
 CU1136_MARKER: DS = TRIANGULATION STATION DISK
 CU1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1136_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1136
 CU1136  HISTORY     - Date     Condition        Report By
 CU1136  HISTORY     - 1968     MONUMENTED       CGS
 CU1136  HISTORY     - 1985     GOOD             AMOCO
 CU1136
 CU1136                          STATION DESCRIPTION
 CU1136
 CU1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1136'STATION IS LOCATED ABOUT 26 MILES EAST-NORTHEAST OF LAMESA, 19
 CU1136'MILES SOUTHEAST OF O DONNEL, 9 MILES NORTH-NORTHWEST OF GAIL,
 CU1136'ON THE CLAYTON RANCH.
 CU1136'
 CU1136'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180 AND FARM ROAD
 CU1136'669 IN GAIL, GO WESTERLY ON U.S. HIGHWAY 180 FOR 6.0 MILES TO
 CU1136'A ROADSIDE PARK ON THE LEFT, CONTINUE WESTERLY ON U.S. HIGHWAY
 CU1136'180 FOR 1.5 MILE TO THE JUNCTION OF FARM ROAD 1054 ON THE RIGHT,
 CU1136'TURN RIGHT NORTHERLY ON FARM ROAD 1054 FOR 7.4 MILES TO WHERE
 CU1136'THE PAVEMENT TURNS WEST, CONTINUE NORTH ON A GRAVELED ROAD FOR
 CU1136'2.0 MILES TO A GRAVELED CROSSROAD, TURN RIGHT AND GO EAST ON A
 CU1136'GRAVELED ROAD FOR 0.9 MILE TO A CATTLEGUARD, CROSS CATTLEGUARD
 CU1136'AND GO EASTERLY ON A GRAVELED ROAD FOR 1.2 MILE TO A
 CU1136'CATTLEGUARD AT THE CLAYTON RANCH HEADQUARTERS, CROSS
 CU1136'CATTLEGUARD BEAR LEFT THEN SOUTH ALONG THE WEST SIDE OF FENCE
 CU1136'FOR 0.1 MILE TO A BOARD GATE, TURN LEFT AND PASS THROUGH GATE
 CU1136'THEN RIGHT SOUTHEAST FOR 0.5 MILE TO A WIRE GATE, PASS
 CU1136'THROUGH GATE ON THE MAIN TRACK ROAD ALONG THE FENCE LINE
 CU1136'FOR 0.7 MILE TO A FORK, TAKE THE LEFT FORK ON THE MAIN TRACK
 CU1136'ROAD FOR 1.9 MILE TO A FORK, TAKE THE RIGHT FORK FOLLOW
 CU1136'TRACK ROAD FOR 1.0 MILE TO A FORK, TAKE THE LEFT FORK AND
 CU1136'FOLLOW TRACK ROAD FOR 0.1 MILE TO A TRACK SIDE ROAD LEFT,
 CU1136'TURN LEFT NORTHERLY FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 CU1136'LEFT, CONTINUE EAST AND NORTH ON TRACK ROAD FOR 0.4 MILE TO
 CU1136'THE STATION ON THE RIGHT.
 CU1136'
 CU1136'STATION MARK A STANDARD DISK, STAMPED CLAYTON 1968, SET IN THE
 CU1136'TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS 5
 CU1136'INCHES ABOVE THE GROUND, 18 FEET EAST-NORTHEAST OF A TRACK ROAD,
 CU1136'4.2 FEET EAST OF A 4X4 WOODEN WITNESS POST, STATION IS NOT
 CU1136'LOCATED ON THE HIGHEST POINT OF THE PASTURE.
 CU1136'
 CU1136'REFERENCE MARK 1, A STANDARD DISK, STAMPED CLAYTON NO 1 1968,
 CU1136'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH
 CU1136'PROJECTS 4 INCHES ABOVE THE GROUND, 20 FEET EAST-NORTHEAST OF THE
 CU1136'CENTER OF A TRACK ROAD, 69.2 FEET NORTH-NORTHWEST OF A 4X4
 CU1136'WOODEN WITNESS POST.
 CU1136'
 CU1136'REFERENCE MARK 2, A STANDARD DISK, STAMPED CLAYTON NO 2 1968,
 CU1136'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH
 CU1136'PROJECTS 2 INCHES ABOVE THE GROUND, 87 FEET EAST-NORTHEAST OF
 CU1136'THE CENTER OF A TRACK ROAD, 69 FEET EAST-NORTHEAST OF A 4X4
 CU1136'WOODEN WITNESS POST.
 CU1136'
 CU1136'AZIMUTH MARK, A STANDARD DISK, STAMPED CLAYTON 1968, SET IN
 CU1136'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS
 CU1136'5 INCHES ABOVE THE GROUND, 100 FEET WEST OF THE SOUTHWEST
 CU1136'CORNER OF A FIELD, 15 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 CU1136'1.9 FEET NORTHWEST OF A 4X4 WOODEN WITNESS POST.
 CU1136
 CU1136                          STATION RECOVERY (1985)
 CU1136
 CU1136'RECOVERY NOTE BY AMOCO OIL COMPANY 1985 (LCC)
 CU1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1152 ***********************************************************************
 CR1152  DESIGNATION -  CLAYTON 2
 CR1152  PID         -  CR1152
 CR1152  STATE/COUNTY-  TX/PANOLA
 CR1152  USGS QUAD   -  LONG BRANCH (1983)
 CR1152
 CR1152                         *CURRENT SURVEY CONTROL
 CR1152  ___________________________________________________________________
 CR1152* NAD 83(1993)-  32 05 01.97066(N)    094 30 28.54826(W)     ADJUSTED  
 CR1152* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 CR1152  ___________________________________________________________________
 CR1152  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 CR1152  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR1152
 CR1152  HORZ ORDER  -  THIRD
 CR1152
 CR1152.The horizontal coordinates were established by classical geodetic methods
 CR1152.and adjusted by the National Geodetic Survey in February 1996..
 CR1152.No horizontal observational check was made to the station.
 CR1152
 CR1152.The orthometric height was scaled from a topographic map.
 CR1152
 CR1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1152
 CR1152.The geoid height was determined by GEOID03.
 CR1152
 CR1152;                    North         East     Units Scale Factor Converg.
 CR1152;SPC TXNC     - 2,053,426.488   976,794.006   MT  1.00001406   +2 10 38.1
 CR1152;SPC TXNC     - 6,736,950.07  3,204,698.33   sFT  1.00001406   +2 10 38.1
 CR1152;SPC TX C     - 3,282,376.457 1,249,740.604   MT  1.00006003   +3 00 01.5
 CR1152;SPC TX C     -10,768,930.09  4,100,190.63   sFT  1.00006003   +3 00 01.5
 CR1152;UTM  15      - 3,550,728.133   357,690.553   MT  0.99984976   -0 48 03.9
 CR1152
 CR1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1152!SPC TXNC     -   0.99998531  x   1.00001406  =   0.99999937
 CR1152!SPC TX C     -   0.99998531  x   1.00006003  =   1.00004534
 CR1152!UTM  15      -   0.99998531  x   0.99984976  =   0.99983507
 CR1152
 CR1152|---------------------------------------------------------------------|
 CR1152| PID    Reference Object                     Distance      Geod. Az  |
 CR1152|                                                           dddmmss.s |
 CR1152| CX5615 CLAYTON 2 RM 3                       22.225 METERS 06733     |
 CR1152| CX5616 CLAYTON 2 RM 4                       21.287 METERS 24518     |
 CR1152| CX5611 CLAYTON AZ MK                                      2503759.6 |
 CR1152| CX5614 CLAYTON 2 AZ MK                                    2530237.5 |
 CR1152| CR1153 CLAYTON                              16.248 METERS 34754     |
 CR1152|---------------------------------------------------------------------|
 CR1152
 CR1152                          SUPERSEDED SURVEY CONTROL
 CR1152
 CR1152  NAD 83(1986)-  32 05 01.98027(N)    094 30 28.53807(W) AD(       ) 3
 CR1152  NAD 27      -  32 05 01.39311(N)    094 30 27.80451(W) AD(       ) 3
 CR1152
 CR1152.Superseded values are not recommended for survey control.
 CR1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1152.See file dsdata.txt to determine how the superseded data were derived.
 CR1152
 CR1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR5769150728(NAD 83)
 CR1152_MARKER: DS = TRIANGULATION STATION DISK
 CR1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1152
 CR1152  HISTORY     - Date     Condition        Report By
 CR1152  HISTORY     - 1969     MONUMENTED       CGS
 CR1152
 CR1152                          STATION DESCRIPTION
 CR1152
 CR1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CR1152'THE STATION IS ABOUT 15 MILES NORTHEAST OF MOUNT ENTERPRISE,
 CR1152'ABOUT 10 MILES SOUTHWEST OF CARTHAGE, ABOUT 2 MILES SOUTHEAST OF
 CR1152'CLAYTON, ALONG THE SOUTHEAST RIGHT-OF-WAY OF STATE HIGHWAY 315.
 CR1152'
 CR1152'TO REACH STATION FROM THE POST OFFICE IN CLAYTON, GO SOUTHWEST
 CR1152'ON STATE HIGHWAY 315 FOR 2.1 MILES TO STATION ON THE LEFT.
 CR1152'CONTINUE ON THE HIGHWAY 0.2 MILE TO AZIMUTH MARK ON THE RIGHT.
 CR1152'
 CR1152'STATION MARKS ARE STANDARD DISKS, STAMPED CLAYTON 2 1969.
 CR1152'THE SURFACE STATION MARK IS SET IN A 12 IN X 12 IN CONCRETE
 CR1152'POST WHICH PROJECTS 6 INCHES ABOVE SURFACE OF GROUND.  IT IS 111
 CR1152'FEET SOUTHEAST OF THE HIGHWAY CENTER LINE, 132 FEET WEST OF
 CR1152'THE CENTER OF A DIRT ROAD LEADING SOUTH, 3 FEET SOUTHWEST OF
 CR1152'A METAL WITNESS POST AND 6 INCHES SOUTHEAST OF THE RIGHT-OF-WAY
 CR1152'FENCE.  UNDER GROUND STATION DISK IS SET IN A ROUND CONCRETE
 CR1152'POST 36 INCHES BELOW SURFACE OF GROUND.
 CR1152'
 CR1152'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED CLAYTON 2 NO 3
 CR1152'1969 IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 3
 CR1152'INCHES ABOVE SURFACE OF GROUND.  IT IS 118 FEET SOUTHEAST OF THE
 CR1152'HIGHWAY CENTER LINE, 58 FEET WEST OF THE CENTER OF DIRT ROAD,
 CR1152'AND 7 FEET SOUTHEAST OF A METAL WITNESS POST AND RIGHT-OF-WAY
 CR1152'FENCE.
 CR1152'
 CR1152'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CLAYTON 2 NO 4
 CR1152'1969 IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 CR1152'2 INCHES ABOVE SURFACE OF GROUND.  IT IS 106 FEET SOUTHEAST
 CR1152'OF THE HIGHWAY CENTER LINE, 1 FOOT SOUTHWEST OF A METAL WITNESS
 CR1152'POST AND 6 INCHES SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 CR1152'
 CR1152'AZIMUTH MARK, A STANDARD DISK, STAMPED CLAYTON 2 1969, IS SET
 CR1152'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 CR1152'SURFACE OF GROUND.  IT IS 81 FEET NORTHWEST OF THE HIGHWAY
 CR1152'CENTER LINE, 10 FEET NORTHEAST OF A NORTH-SOUTH FENCE, ABOUT
 CR1152'100 YARDS SOUTHWEST OF A FARM HOUSE, 1 FOOT SOUTHWEST OF A METAL
 CR1152'WITNESS POST AND IS ON THE HIGHWAY RIGHT-OF-WAY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1133 ***********************************************************************
 AH1133  DESIGNATION -  CLEAR
 AH1133  PID         -  AH1133
 AH1133  STATE/COUNTY-  TX/ARANSAS
 AH1133  USGS QUAD   -  ESTES (1975)
 AH1133
 AH1133                         *CURRENT SURVEY CONTROL
 AH1133  ___________________________________________________________________
 AH1133* NAD 83(1993)-  27 56 54.92078(N)    097 00 03.47297(W)     ADJUSTED  
 AH1133* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1133  ___________________________________________________________________
 AH1133  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AH1133  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH1133
 AH1133  HORZ ORDER  -  SECOND
 AH1133
 AH1133.The horizontal coordinates were established by classical geodetic methods
 AH1133.and adjusted by the National Geodetic Survey in February 1996..
 AH1133
 AH1133.The orthometric height was scaled from a topographic map.
 AH1133
 AH1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1133
 AH1133.The geoid height was determined by GEOID03.
 AH1133
 AH1133;                    North         East     Units Scale Factor Converg.
 AH1133;SPC TXSC     - 4,014,456.145   796,742.632   MT  1.00015314   +0 58 45.7
 AH1133;SPC TXSC     -13,170,761.54  2,613,979.79   sFT  1.00015314   +0 58 45.7
 AH1133;SPC TX S     - 5,253,705.918   447,518.966   MT  1.00003121   +0 40 50.1
 AH1133;SPC TX S     -17,236,533.50  1,468,235.14   sFT  1.00003121   +0 40 50.1
 AH1133;UTM  14      - 3,093,115.716   696,665.930   MT  1.00007741   +0 56 13.9
 AH1133
 AH1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1133!SPC TXSC     -   1.00000404  x   1.00015314  =   1.00015718
 AH1133!SPC TX S     -   1.00000404  x   1.00003121  =   1.00003525
 AH1133!UTM  14      -   1.00000404  x   1.00007741  =   1.00008145
 AH1133
 AH1133:                Primary Azimuth Mark                     Grid Az
 AH1133:SPC TXSC     -  LUCK                                     022 50 29.7
 AH1133:SPC TX S     -  LUCK                                     023 08 25.3
 AH1133:UTM  14      -  LUCK                                     022 53 01.5
 AH1133
 AH1133|---------------------------------------------------------------------|
 AH1133| PID    Reference Object                     Distance      Geod. Az  |
 AH1133|                                                           dddmmss.s |
 AH1133| AN2312 LUCK                                APPROX. 8.9 KM 0234915.4 |
 AH1133| CV3052 CLEAR RM 1                           31.240 METERS 17246     |
 AH1133| CV3053 CLEAR RM 2                           31.530 METERS 26451     |
 AH1133| AN2097 NINE MILE POINT LIGHT BEACON        APPROX. 8.6 KM 3465913.1 |
 AH1133|---------------------------------------------------------------------|
 AH1133
 AH1133                          SUPERSEDED SURVEY CONTROL
 AH1133
 AH1133  NAD 83(1986)-  27 56 54.92597(N)    097 00 03.45245(W) AD(       ) 2
 AH1133  NAD 27      -  27 56 53.84500(N)    097 00 02.49300(W) AD(       ) 2
 AH1133
 AH1133.Superseded values are not recommended for survey control.
 AH1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1133.See file dsdata.txt to determine how the superseded data were derived.
 AH1133
 AH1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9666693116(NAD 83)
 AH1133_MARKER: DS = TRIANGULATION STATION DISK
 AH1133_SETTING: 0 = UNSPECIFIED SETTING
 AH1133
 AH1133  HISTORY     - Date     Condition        Report By
 AH1133  HISTORY     - 1934     MONUMENTED       CGS
 AH1133  HISTORY     - 1938     GOOD             CGS
 AH1133  HISTORY     - 1949     GOOD             CGS
 AH1133  HISTORY     - 1958     MARK NOT FOUND   CGS
 AH1133  HISTORY     - 1969     GOOD             CGS
 AH1133  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1133  HISTORY     - 1969     SEE DESCRIPTION  LOCSUR
 AH1133  HISTORY     - 1971     MARK NOT FOUND   NGS
 AH1133
 AH1133                          STATION DESCRIPTION
 AH1133
 AH1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1133'STATION IS LOCATED ABOUT 6 MILES SE OF ROCKPORT, ON THE N
 AH1133'SIDE OF MUD ISLAND.  IT IS 40 METERS S OF THE HIGH-WATER LINE
 AH1133'OF THE BAY, 3/4 MILE WSW OF THE E END OF THE ISLAND, AND ON
 AH1133'A SHELL RIDGE ADJOINING THE BAY.
 AH1133'
 AH1133'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AH1133'SET IN CONCRETE.
 AH1133'
 AH1133'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1133'COURTHOUSE IN ROCKPORT, 322 DEG.  HARBOR ISLAND WATER TANK,
 AH1133'193 DEG.  ARANSAS PASS, WATER TANK, 242 DEG.  SMALL HJOUSE
 AH1133'(3/4 MILE DISTANT), 82 DEG 30 MIN.
 AH1133'
 AH1133'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AH1133
 AH1133                          STATION RECOVERY (1938)
 AH1133
 AH1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1133'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AH1133
 AH1133                          STATION RECOVERY (1949)
 AH1133
 AH1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1133'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 AH1133'ID ADEQUATE WITH FOLLOIWNG ADDITIONS--STATION IS 0.9 MILE
 AH1133'SW OF PIER TO RANCH HEADQUARTERS ON ST. JOSEPH ISLAND, 14.5
 AH1133'METERS W OF MEAN HIGH-WATER LINE, AND STATION IS SET FLUSH
 AH1133'WITH THE GROUND.
 AH1133'
 AH1133'R.M. 1 WAS RECOVERED IN GOOD CONDITION SE OF STATION AND
 AH1133'PROJECTING 1 FOOT ABOVE GROUND.
 AH1133'
 AH1133'R.M. 2 WAS FOUND MISPLACED AND OVERTURNED IN WATERS EDGE.  R.M.
 AH1133'2 WAS DESTROYED.
 AH1133
 AH1133                          STATION RECOVERY (1958)
 AH1133
 AH1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HLS)
 AH1133'ON 14 JANUARY 1958 STATION WAS FOUND TO HAVE BEEN DESTROYED
 AH1133'BY SHELL EXCAVATION.
 AH1133
 AH1133                          STATION RECOVERY (1969)
 AH1133
 AH1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1133'THIS STATION WAS NOT VISITED AT THIS TIME.  AN OIL COMPANY
 AH1133'EMPLOYEE STATED THAT THE STATION WAS VISITED BY THEIR CREW
 AH1133'IN 1968 AND IT WAS RECOVERED IN GOOD CONDITION.
 AH1133'
 AH1133'THE STATION CAN BE REACHED BY BOAT ONLY.
 AH1133'
 AH1133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AH1133'SOUTHEAST OF ROCKPORT
 AH1133
 AH1133                          STATION RECOVERY (1969)
 AH1133
 AH1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (BC)
 AH1133'STATION DESTROYED.  SURFACE MARK FOUND WASHED ASHORE ON MUD
 AH1133'ISLAND.  THE UNDERGROUND MARK FOUND LYING ON SIDE IN EDGE
 AH1133'OF WATER.
 AH1133
 AH1133                          STATION RECOVERY (1969)
 AH1133
 AH1133'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969 (TG)
 AH1133'RECOVERED BY-MUNROE AND BASS
 AH1133'
 AH1133'STATION LOST.
 AH1133'
 AH1133'SURFACE MARK FOUND ON ITS SIDE.  SUBSURFACE MARK FOUND IN
 AH1133'APPROXIMATE LOCATION BUT LEANING TO ONE SIDE IN ABOUT 2 IN
 AH1133'OF WATER.
 AH1133'
 AH1133'REFERENCE MARK 1 FOUND IN CORRECT LOCATION BUT ON ITS SIDE.
 AH1133'
 AH1133'REFERENCE MARK 2 NOT SEARCHED FOR.
 AH1133
 AH1133                          STATION RECOVERY (1971)
 AH1133
 AH1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WOM)
 AH1133'STATION LOST, MARKS FOUND LYING IN THE WATER.  STATION REACHED BY
 AH1133'BOAT.
 AH1133'
 AH1133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES SE
 AH1133'OF ROCKPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1048 ***********************************************************************
 CT1048  DESIGNATION -  CLEAR
 CT1048  PID         -  CT1048
 CT1048  STATE/COUNTY-  TX/THROCKMORTON
 CT1048  USGS QUAD   -  FORT GRIFFIN (1981)
 CT1048
 CT1048                         *CURRENT SURVEY CONTROL
 CT1048  ___________________________________________________________________
 CT1048* NAD 83(1993)-  32 57 31.96332(N)    099 11 38.96070(W)     ADJUSTED  
 CT1048* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 CT1048  ___________________________________________________________________
 CT1048  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CT1048  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CT1048
 CT1048  HORZ ORDER  -  FIRST
 CT1048
 CT1048.The horizontal coordinates were established by classical geodetic methods
 CT1048.and adjusted by the National Geodetic Survey in February 1996..
 CT1048
 CT1048.The orthometric height was scaled from a topographic map.
 CT1048
 CT1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1048
 CT1048.The geoid height was determined by GEOID03.
 CT1048
 CT1048;                    North         East     Units Scale Factor Converg.
 CT1048;SPC TXNC     - 2,143,507.350   535,107.492   MT  0.99987393   -0 22 42.9
 CT1048;SPC TXNC     - 7,032,490.36  1,755,598.50   sFT  0.99987393   -0 22 42.9
 CT1048;UTM  14      - 3,646,744.974   481,854.356   MT  0.99960406   -0 06 20.3
 CT1048
 CT1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1048!SPC TXNC     -   0.99993755  x   0.99987393  =   0.99981148
 CT1048!UTM  14      -   0.99993755  x   0.99960406  =   0.99954163
 CT1048
 CT1048:                Primary Azimuth Mark                     Grid Az
 CT1048:SPC TXNC     -  CLEAR AZ MK                              037 28 44.7
 CT1048:UTM  14      -  CLEAR AZ MK                              037 12 22.1
 CT1048
 CT1048|---------------------------------------------------------------------|
 CT1048| PID    Reference Object                     Distance      Geod. Az  |
 CT1048|                                                           dddmmss.s |
 CT1048| CX6939 CLEAR AZ MK                                        0370601.8 |
 CT1048| CX6941 CLEAR RM 2                           24.491 METERS 25503     |
 CT1048| CX6940 CLEAR RM 1                           22.436 METERS 35202     |
 CT1048|---------------------------------------------------------------------|
 CT1048
 CT1048                          SUPERSEDED SURVEY CONTROL
 CT1048
 CT1048  NAD 83(1993)-  32 57 31.96849(N)    099 11 38.95554(W) AD(       ) 1
 CT1048  NAD 83(1986)-  32 57 31.96940(N)    099 11 38.95130(W) AD(       ) 1
 CT1048  NAD 27      -  32 57 31.57400(N)    099 11 37.67600(W) AD(       ) 1
 CT1048
 CT1048.Superseded values are not recommended for survey control.
 CT1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1048.See file dsdata.txt to determine how the superseded data were derived.
 CT1048
 CT1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB8185446745(NAD 83)
 CT1048_MARKER: DS = TRIANGULATION STATION DISK
 CT1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1048+STABILITY: SURFACE MOTION
 CT1048
 CT1048  HISTORY     - Date     Condition        Report By
 CT1048  HISTORY     - 1935     MONUMENTED       CGS
 CT1048  HISTORY     - 1937     MARK NOT FOUND   TXHD
 CT1048  HISTORY     - 1949     GOOD             HUMBLE
 CT1048  HISTORY     - 1957     GOOD             CGS
 CT1048  HISTORY     - 1965     GOOD             USGS
 CT1048  HISTORY     - 1965     GOOD             USGS
 CT1048
 CT1048                          STATION DESCRIPTION
 CT1048
 CT1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1048'STATION IS LOCATED ON PROPERTY OF MR. GEORGE LEDBETTER, 16
 CT1048'MILES A LITTLE W OF S OF THROCKMORTON, 17.5 MILES NNE OF ALBANY
 CT1048'AND 0.2 MILE N OF THROCKMORTON-SHACKELFORD COUNTY LINE.  MARK
 CT1048'IS SET ON LARGE, FLAT TOPPED KNOLL, 10 FEET N OF E AND W
 CT1048'FENCE AND 45 FEET N OF HOUSE.
 CT1048'
 CT1048'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CT1048'BRONZE DISKS SET IN CONCRETE.
 CT1048'
 CT1048'REFERENCE MARK NO. 1 IS N OF STATION.
 CT1048'
 CT1048'REFERENCE MARK NO. 2 IS W OF STATION, 1 FOOT N OF AN E-W
 CT1048'FENCE.
 CT1048'
 CT1048'AZIMUTH MARK IS NE OF STATION, IN N AND S FENCE LINE AND
 CT1048'42 FEET E OF CENTER LINE OF U.S. HIGHWAY 283.
 CT1048'
 CT1048'REACHED FROM COURTHOUSE IN ALBANY BY GOING N ON U.S. HIGHWAY
 CT1048'283, FOR 16.0 MILES, CROSS CLEAR FORK OF BRAZOS RIVER BRIDGE,
 CT1048'AND CONTINUE ON HIGHWAY 2.65 MILES OR 0.2 MILE AFTER PASSING
 CT1048'THROCKMORTON-SHACKELFORD COUNTY LINE SIGN ON LEFT, THEN
 CT1048'TURN LEFT (W) THROUGH PLANK GATE SHORTLY BEFORE REACHING
 CT1048'TOP OF GRADE AND GO 0.2 MILE TO A 1-STORY, VACANT FRAME
 CT1048'HOUSE AND STATION JUST N OF IT.
 CT1048'
 CT1048'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CT1048
 CT1048                          STATION RECOVERY (1937)
 CT1048
 CT1048'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CT1048'REFERENCE MARK NO. 2 RECOVERED AS DESCRIBED AND IN GOOD
 CT1048'CONDITION.  STATION WAS EITHER BURIED OR DESTROYED.  NO
 CT1048'ATTEMPT WAS MADE TO LOCATE REFERENCE MARK NO. 1 AND AZIMUTH
 CT1048'MARK.
 CT1048
 CT1048                          STATION RECOVERY (1949)
 CT1048
 CT1048'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1949 (ABK)
 CT1048'STATION, AZIMUTH MARK, AND REFERENCE MARKS NO. 1 AND 2 RECOVERED
 CT1048'IN GOOD CONDITION.  THESE WERE ALL
 CT1048'SURFACE MARKERS.  ACCORDING TO MR. GEORGE LEDBETTER, (PROPERTY
 CT1048'OWNER) THE STATION WAS HIDDEN BY A WOODPILE FOR SEVERAL YEARS.
 CT1048
 CT1048                          STATION RECOVERY (1957)
 CT1048
 CT1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1048'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 CT1048'GOOD CONDITION.  THE DESCRIPTION TO REACH IS ADEQUATE.
 CT1048'
 CT1048'THE LAND IS STILL OWNED BY MR. GEORGE LEDBETTER AND THE HOUSE
 CT1048'NEAR THE STATION IS OCCUPIED BY HIM.
 CT1048
 CT1048                          STATION RECOVERY (1965)
 CT1048
 CT1048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT1048'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CT1048'AS DESCRIBED.
 CT1048'
 CT1048'THE STATION WAS ABOUT 0.2 FOOT BELOW THE PRESENT SURFACE
 CT1048'OF THE GROUND.
 CT1048
 CT1048                          STATION RECOVERY (1965)
 CT1048
 CT1048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT1048'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32099-1, STATION 1001.
 CT1048'
 CT1048'RECOVERED BY USGS IN 1965.
 CT1048'
 CT1048'STATION MARK--STANDARD BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0911 ***********************************************************************
 CU0911  DESIGNATION -  CLEAR
 CU0911  PID         -  CU0911
 CU0911  STATE/COUNTY-  TX/FISHER
 CU0911  USGS QUAD   -  ROTAN (1981)
 CU0911
 CU0911                         *CURRENT SURVEY CONTROL
 CU0911  ___________________________________________________________________
 CU0911* NAD 83(1993)-  32 48 59.85191(N)    100 24 42.73522(W)     ADJUSTED  
 CU0911* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 CU0911  ___________________________________________________________________
 CU0911  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 CU0911  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CU0911
 CU0911  HORZ ORDER  -  SECOND
 CU0911
 CU0911.The horizontal coordinates were established by classical geodetic methods
 CU0911.and adjusted by the National Geodetic Survey in February 1996..
 CU0911
 CU0911.The orthometric height was scaled from a topographic map.
 CU0911
 CU0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0911
 CU0911.The geoid height was determined by GEOID03.
 CU0911
 CU0911;                    North         East     Units Scale Factor Converg.
 CU0911;SPC TXNC     - 2,129,147.596   420,992.025   MT  0.99988099   -1 02 33.8
 CU0911;SPC TXNC     - 6,985,378.40  1,381,204.67   sFT  0.99988099   -1 02 33.8
 CU0911;UTM  14      - 3,631,840.976   367,831.186   MT  0.99981540   -0 45 55.0
 CU0911
 CU0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0911!SPC TXNC     -   0.99991112  x   0.99988099  =   0.99979212
 CU0911!UTM  14      -   0.99991112  x   0.99981540  =   0.99972653
 CU0911
 CU0911|---------------------------------------------------------------------|
 CU0911| PID    Reference Object                     Distance      Geod. Az  |
 CU0911|                                                           dddmmss.s |
 CU0911| CX6943 CLEAR RM 1                            9.506 METERS 11814     |
 CU0911| CU0899 ROBY MUNICIPAL TANK                 APPROX. 8.0 KM 1604451.4 |
 CU0911| CX6944 CLEAR RM 2                            9.844 METERS 29425     |
 CU0911| CU0912 ROTAN NATIONAL GYPSUM CO TANK       APPROX. 4.6 KM 3004654.2 |
 CU0911| CX6942 CLEAR AZ MK                                        3164526.4 |
 CU0911|---------------------------------------------------------------------|
 CU0911
 CU0911                          SUPERSEDED SURVEY CONTROL
 CU0911
 CU0911  NAD 83(1993)-  32 48 59.85719(N)    100 24 42.72763(W) AD(       ) 2
 CU0911  NAD 83(1986)-  32 48 59.85756(N)    100 24 42.72630(W) AD(       ) 2
 CU0911  NAD 27      -  32 48 59.47560(N)    100 24 41.33821(W) AD(       ) 2
 CU0911
 CU0911.Superseded values are not recommended for survey control.
 CU0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0911.See file dsdata.txt to determine how the superseded data were derived.
 CU0911
 CU0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6783131841(NAD 83)
 CU0911_MARKER: DS = TRIANGULATION STATION DISK
 CU0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0911
 CU0911  HISTORY     - Date     Condition        Report By
 CU0911  HISTORY     - 1968     MONUMENTED       CGS
 CU0911
 CU0911                          STATION DESCRIPTION
 CU0911
 CU0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0911'STATION IS LOCATED 7 MILES W OF ROYSTON, 5 MILES NORTHEAST OF ROBY,
 CU0911'4 MILES SOUTHWEST OF ROTAN AND ON THE MISSOURI-KANSAS-TEXAS
 CU0911'RAILROAD RIGHT-OF-WAY.
 CU0911'
 CU0911'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180 AND STATE HIGHWAY
 CU0911'70 IN ROBY, GO NORTH-NORTHWEST ON STATE HIGHWAY 70 FOR 5.3 MILES
 CU0911'TO A SIDE ROAD RIGHT, JUST BEFORE REACHING RAILROAD TRACKS,
 CU0911'(CONTINUE NORTHWEST ON STATE HIGHWAY 70 FOR 0.3 MILE TO THE
 CU0911'AZIMUTH MARK ON THE LEFT), TURN RIGHT ON DIRT ROAD FOR 0.1 MILE
 CU0911'TO THE STATION ON THE LEFT.
 CU0911'
 CU0911'STATION MARK, A STANDARD DISK STAMPED CLEAR 1968, SET IN THE TOP
 CU0911'OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE THE
 CU0911'GROUND.  40 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK AND
 CU0911'35 FEET NORTH OF THE CENTER OF A DIRT ROAD.
 CU0911'
 CU0911'REFERENCE MARK 1, A STANDARD DISK STAMPED CLEAR NO 1 1968, SET IN
 CU0911'THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES
 CU0911'ABOVE THE SURFACE OF THE GROUND.  40 FEET SOUTH OF THE SOUTH RAIL
 CU0911'OF THE RAILROAD TRACK AND 35 FEET NORTH OF THE CENTER OF THE
 CU0911'DIRT ROAD.
 CU0911'
 CU0911'REFERENCE MARK 2, A STANDARD DISK STAMPED CLEAR NO 2 1968, SET IN
 CU0911'THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 CU0911'ABOVE THE SURFACE OF THE GROUND.  40 FEET SOUTH OF THE SOUTH RAIL
 CU0911'OF THE RAILROAD TRACK AND 35 FEET NORTH OF THE CENTER OF A DIRT
 CU0911'ROAD.
 CU0911'
 CU0911'AZIMUTH MARK, A STANDARD DISK STAMPED CLEAR 1968, CEMENTED IN A
 CU0911'DRILL HOLE IN THE SOUTHWEST CORNER OF A CULVERT HEADWALL WHICH
 CU0911'PROJECTS 7 INCHES ABOVE THE SURFACE OF THE ROAD.  18 FEET WEST
 CU0911'OF THE PAINTED CENTER LINE OF STATE HIGHWAY 70 AND 4 FEET
 CU0911'SOUTHEAST OF A METAL POST.
 CU0911'
 CU0911'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2618 ***********************************************************************
 CS2618  DESIGNATION -  CLEAR
 CS2618  PID         -  CS2618
 CS2618  STATE/COUNTY-  TX/HENDERSON
 CS2618  USGS QUAD   -  MABANK (1981)
 CS2618
 CS2618                         *CURRENT SURVEY CONTROL
 CS2618  ___________________________________________________________________
 CS2618* NAD 83(1993)-  32 15 34.22898(N)    096 00 04.57908(W)     ADJUSTED  
 CS2618* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 CS2618  ___________________________________________________________________
 CS2618  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CS2618  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS2618
 CS2618  HORZ ORDER  -  THIRD
 CS2618
 CS2618.The horizontal coordinates were established by classical geodetic methods
 CS2618.and adjusted by the National Geodetic Survey in February 1996..
 CS2618
 CS2618.The orthometric height was scaled from a topographic map.
 CS2618
 CS2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2618
 CS2618.The geoid height was determined by GEOID03.
 CS2618
 CS2618;                    North         East     Units Scale Factor Converg.
 CS2618;SPC TXNC     - 2,068,541.417   835,415.354   MT  0.99996744   +1 21 46.1
 CS2618;SPC TXNC     - 6,786,539.63  2,740,858.54   sFT  0.99996744   +1 21 46.1
 CS2618;UTM  14      - 3,573,148.908   782,501.109   MT  1.00058429   +1 36 05.9
 CS2618;UTM  15      - 3,573,155.615   217,259.140   MT  1.00058597   -1 36 10.8
 CS2618
 CS2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2618!SPC TXNC     -   0.99998626  x   0.99996744  =   0.99995370
 CS2618!UTM  14      -   0.99998626  x   1.00058429  =   1.00057054
 CS2618!UTM  15      -   0.99998626  x   1.00058597  =   1.00057222
 CS2618
 CS2618|---------------------------------------------------------------------|
 CS2618| PID    Reference Object                     Distance      Geod. Az  |
 CS2618|                                                           dddmmss.s |
 CS2618| CX9246 CLEAR RM 1                           37.978 METERS 18702     |
 CS2618| CS2619 PTS 51 F USGS 1947                   59.835 METERS 33036     |
 CS2618| CX9244 CLEAR AZ MK                                        3541503.3 |
 CS2618| CX9245 CLEAR AZ MK 2                                      3571602.1 |
 CS2618|---------------------------------------------------------------------|
 CS2618
 CS2618                          SUPERSEDED SURVEY CONTROL
 CS2618
 CS2618  NAD 83(1986)-  32 15 34.23651(N)    096 00 04.56297(W) AD(       ) 3
 CS2618  NAD 27      -  32 15 33.70400(N)    096 00 03.67700(W) AD(       ) 3
 CS2618
 CS2618.Superseded values are not recommended for survey control.
 CS2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2618.See file dsdata.txt to determine how the superseded data were derived.
 CS2618
 CS2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA8250173149(NAD 83)
 CS2618_MARKER: DS = TRIANGULATION STATION DISK
 CS2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2618
 CS2618  HISTORY     - Date     Condition        Report By
 CS2618  HISTORY     - 1947     MONUMENTED       CGS
 CS2618  HISTORY     - 1956     GOOD             CGS
 CS2618
 CS2618                          STATION DESCRIPTION
 CS2618
 CS2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2618'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF EUSTACE AND
 CS2618'9 MILES WEST-NORTHWEST OF ATHENS, ON THE HIGHEST POINT OF A
 CS2618'SMALL HILL ABOUT 0.05 MILE SOUTH OF A ROAD FORK.  IT IS 52
 CS2618'FEET SOUTH OF THE CENTER OF A DIRT ROAD, 32 FEET SOUTH OF A
 CS2618'FENCE LINE, 27 FEET WEST OF AN 18-INCH OAK TREE, AND 44 FEET
 CS2618'NORTH OF THE NORTHWEST CORNER OF AN OLD BARN.  IT IS STAMPED
 CS2618'CLEAR 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS2618'
 CS2618'REFERENCE MARK NO 1 IS IN THE SOUTHEAST CORNER OF A BARN YARD,
 CS2618'60 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OLD BARN, 1
 CS2618'FOOT NORTH OF AN EAST-WEST FENCE LINE AND 2 FEET WEST OF THE
 CS2618'WEST END OF A WIRE GATE.  IT IS STAMPED CLEAR NO 1 1947 AND
 CS2618'PROJECTS 6 INCHES.
 CS2618'
 CS2618'USGS BM F 51 (REFERENCE MARK NO. 2) IS 48 FEET SOUTH OF THE
 CS2618'CENTER OF A ROAD FORK, 45 FEET NORTH OF AN EAST-WEST FENCE
 CS2618'LINE AND 8 FEET EAST OF A LARGE OAK TREE.  IT IS STAMPED
 CS2618'PRIM TRAV STA F 51 1924 363.  IT IS A USGS BM DISK SET IN
 CS2618'THE TOP OF A 5-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 CS2618'
 CS2618'AZIMUTH MARK IS WEST-NORTHWEST, AND ACROSS THE ROAD FROM A
 CS2618'FARM HOUSE, AT THE EAST EDGE OF A SCRUB OAK TIMBER LOT.  IT
 CS2618'IS 16 FEET WEST OF THE CENTER OF A DIRT ROAD AND 2 FEET SOUTH
 CS2618'OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 3 FEET.
 CS2618'IT IS STAMPED CLEAR 1947 AND PROJECTS 6 INCHES.
 CS2618'
 CS2618'TO REACH FROM THE SCHOOL HOUSE IN EUSTACE, 0.2 MILE SOUTH OF
 CS2618'U.S. HIGHWAY 175, GO SOUTH ON DIRT ROAD FOR 1.8 MILES TO
 CS2618'A T ROAD, TURN LEFT AND GO SOUTH-EASTERLY FOR 1.3 MILES TO
 CS2618'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON DIRT ROAD FOR 0.2
 CS2618'MILE TO A FORK, TAKE LEFT FORK AND GO 0.05 MILE TO THE TOP
 CS2618'OF THE HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 CS2618'
 CS2618'A 74 FOOT SIGNAL AT PICKENS IS VISIBLE AT 50 FEET.
 CS2618'
 CS2618'A 74 FOOT SIGNAL AT STOCKARD IS VISIBLE AT 50 FEET.
 CS2618'
 CS2618'AN 87 FOOT SIGNAL AT EUSTACE IS VISIBLE AT 50 FEET.
 CS2618'
 CS2618'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2618
 CS2618                          STATION RECOVERY (1956)
 CS2618
 CS2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 CS2618'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS2618'DESCRIBED.  THE AZIMUTH MARK WAS DESTROYED AT THE REQUEST
 CS2618'OF THE STATE HIGHWAY DEPT. TO CLEAR NEW HIGHWAY CONSTRUCTION
 CS2618'AREAS, AFTER A NEW AZIMUTH MARK WAS ESTABLISHED, IN THE NEAR
 CS2618'VICINITY.  IT IS A STANDARD DISK STAMPED CLEAR 1947 1956 IN
 CS2618'A CONCRETE MONUMENT PROJECTING 4 INCHES, ABOUT 6 FEET EAST
 CS2618'OF THE EAST RIGHT-OF-WAY FENCE LINE, IN THE SOUTHWEST CORNER
 CS2618'OF THE PIRTLE FARM YARD, 2 FEET NORTH OF THE FENCE DIVIDING
 CS2618'THE FARM YARD AND THE FIELD TO THE SOUTH.  IT IS ABOUT 1/4
 CS2618'MILE NORTH OF THE STATION AND ON THE OPPOSITE SIDE OF THE
 CS2618'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1344 ***********************************************************************
 DN1344  DESIGNATION -  CLEAR
 DN1344  PID         -  DN1344
 DN1344  STATE/COUNTY-  TX/DENTON
 DN1344  USGS QUAD   -  ERA SE (1978)
 DN1344
 DN1344                         *CURRENT SURVEY CONTROL
 DN1344  ___________________________________________________________________
 DN1344* NAD 83(1993)-  33 21 25.84798(N)    097 18 55.59982(W)     ADJUSTED  
 DN1344* NAVD 88     -       273.0    (meters)     896.     (feet)  VERTCON   
 DN1344  ___________________________________________________________________
 DN1344  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 DN1344  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DN1344
 DN1344  HORZ ORDER  -  THIRD
 DN1344
 DN1344.The horizontal coordinates were established by classical geodetic methods
 DN1344.and adjusted by the National Geodetic Survey in February 1996..
 DN1344
 DN1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1344
 DN1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1344
 DN1344.The geoid height was determined by GEOID03.
 DN1344
 DN1344;                    North         East     Units Scale Factor Converg.
 DN1344;SPC TXNC     - 2,188,083.514   710,237.517   MT  0.99988679   +0 38 45.8
 DN1344;SPC TXNC     - 7,178,737.33  2,330,170.92   sFT  0.99988679   +0 38 45.8
 DN1344;UTM  14      - 3,692,152.235   656,736.042   MT  0.99990288   +0 55 35.2
 DN1344
 DN1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1344!SPC TXNC     -   0.99996126  x   0.99988679  =   0.99984806
 DN1344!UTM  14      -   0.99996126  x   0.99990288  =   0.99986415
 DN1344
 DN1344|---------------------------------------------------------------------|
 DN1344| PID    Reference Object                     Distance      Geod. Az  |
 DN1344|                                                           dddmmss.s |
 DN1344| CX9248 CLEAR RM 1                           13.456 METERS 02431     |
 DN1344| CX9247 CLEAR AZ MK                                        0831130.3 |
 DN1344| DN1318 SANGER MUNICIPAL TANK               APPROX.13.5 KM 0874242.3 |
 DN1344| CX9249 CLEAR RM 2                           14.883 METERS 11008     |
 DN1344|---------------------------------------------------------------------|
 DN1344
 DN1344                          SUPERSEDED SURVEY CONTROL
 DN1344
 DN1344  NAD 83(1993)-  33 21 25.84931(N)    097 18 55.59082(W) AD(       ) 3
 DN1344  NAD 83(1986)-  33 21 25.85141(N)    097 18 55.58997(W) AD(       ) 3
 DN1344  NAD 27      -  33 21 25.43820(N)    097 18 54.52190(W) AD(       ) 3
 DN1344  NGVD 29 (07/26/91)  273.0    (m)          896.     (f) VERT ANG       
 DN1344
 DN1344.Superseded values are not recommended for survey control.
 DN1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1344.See file dsdata.txt to determine how the superseded data were derived.
 DN1344
 DN1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5673692152(NAD 83)
 DN1344_MARKER: DS = TRIANGULATION STATION DISK
 DN1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1344+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 DN1344
 DN1344  HISTORY     - Date     Condition        Report By
 DN1344  HISTORY     - 1955     MONUMENTED       CGS
 DN1344  HISTORY     - 1958     GOOD             USGS
 DN1344  HISTORY     - 1960     GOOD             CGS
 DN1344  HISTORY     - 19950629 GOOD             USPSQD
 DN1344  HISTORY     - 20040717 GOOD             INDIV
 DN1344
 DN1344                          STATION DESCRIPTION
 DN1344
 DN1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1344'THE STATION IS LOCATED ABOUT 8 MILES WEST OF SANGER AND 5
 DN1344'MILES EAST OF SLIDELL, 1.8 MILE EAST OF THE JUNCTION OF
 DN1344'TEXAS FARM ROADS 1175 AND 455.  STATION IS ON THE PROPERTY
 DN1344'OF MR. C.C. CUNNINGHAM OF DENTON WHO GRANTED PERMISSION.
 DN1344'THE STATION MARK IS 62.8 FEET SOUTHWEST OF THE EAST GATEPOST
 DN1344'AND FENCE CORNER, 43.3 FEET SOUTH OF WINDMILL AND WATER TANK,
 DN1344'AND 11 FEET WEST OF ROAD TO BARN.  IT IS STAMPED CLEAR 1955 AND
 DN1344'IT IS SET FLUSH WITH GROUND SURFACE.
 DN1344'
 DN1344'REFERENCE MARK NO. 1 IS 24-1/2 FEET EAST OF A WINDMILL, 16-1/2
 DN1344'FEET WEST OF WEST GATE POST, AND 1 FOOT SOUTH OF A EAST-WEST
 DN1344'FENCE LINE.  IT IS STAMPED CLEAR NO 1 1955 AND IT IS SET FLUSH
 DN1344'WITH THE GROUND SURFACE.
 DN1344'
 DN1344'REFERENCE MARK NO. 2 IS 57 FEET SOUTH OF THE EAST GATEPOST
 DN1344'AND FENCE CORNER, AND 1 FOOT WEST OF A NORTH-SOUTH FENCELINE.
 DN1344'IT IS STAMPED CLEAR NO 2 1955 AND IT IS SET FLUSH WITH THE
 DN1344'GROUND SURFACE.
 DN1344'
 DN1344'AZIMUTH MARK IS 46-1/2 FEET SOUTH OF THE CENTER OF TEXAS
 DN1344'FARM ROAD NO. 455, 28-1/2 FEET EAST OF CENTER OF GRAVELED ROAD,
 DN1344'4-1/2 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET WEST OF A
 DN1344'NORTH-SOUTH FENCE LINE, AND 1 FOOT SOUTH OF A WITNESS POST.  IT
 DN1344'IS STAMPED CLEAR 1955 AND IT PROJECTS 6 INCHES.
 DN1344'
 DN1344'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN SANGER,
 DN1344'GO NORTH FOR 0.3 MILE ON U.S. HIGHWAY 77 TO THE JUNCTION WITH
 DN1344'TEXAS FARM ROAD 455, TURN LEFT AND GO WEST ON FARM ROAD
 DN1344'455 FOR 4.2 MILES TO THE VILLAGE OF BOLIVAR, CONTINUE WESTERLY
 DN1344'ON FARM ROAD 455 FOR 3.7 MILES TO A T ROAD SOUTH AND AZIMUTH
 DN1344'MARK ON THE LEFT (AS DESCRIBED) CONTINUE WEST ON FARM ROAD
 DN1344'455 FOR 0.3 MILES TO A FARM HOUSE AND DRIVEWAY ON THE LEFT,
 DN1344'TURN LEFT AND GO 0.05 MILE TO A WIRE GATE AND STATION AS
 DN1344'DESCRIBED.
 DN1344'
 DN1344'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DN1344'NO. 2 IS 62.3 FEET.
 DN1344
 DN1344                          STATION RECOVERY (1958)
 DN1344
 DN1344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1344'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-2, STATION 1007.
 DN1344'
 DN1344'RECOVERED BY USGS IN 1958.
 DN1344'
 DN1344'RECOVERED BY NGS IN 1960.
 DN1344'
 DN1344'STATION MARK--A STANDARD USC AND GS TABLET IN A CONCRETE POST FLUSH
 DN1344'WITH THE GROUND AND STAMPED---CLEAR 1955---.
 DN1344
 DN1344                          STATION RECOVERY (1960)
 DN1344
 DN1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1344'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1344'
 DN1344'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1344
 DN1344                          STATION RECOVERY (1995)
 DN1344
 DN1344'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1344'RECOVERED IN GOOD CONDITION.
 DN1344
 DN1344                          STATION RECOVERY (2004)
 DN1344
 DN1344'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (IJS)
 DN1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1909 ***********************************************************************
 FL1909  DESIGNATION -  CLEAR
 FL1909  PID         -  FL1909
 FL1909  STATE/COUNTY-  TX/HEMPHILL
 FL1909  USGS QUAD   -  CANADIAN EAST (1972)
 FL1909
 FL1909                         *CURRENT SURVEY CONTROL
 FL1909  ___________________________________________________________________
 FL1909* NAD 83(1993)-  35 59 40.07860(N)    100 18 08.44478(W)     ADJUSTED  
 FL1909* NAVD 88     -       801.     (meters)    2628.     (feet)  SCALED    
 FL1909  ___________________________________________________________________
 FL1909  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FL1909  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 FL1909
 FL1909  HORZ ORDER  -  SECOND
 FL1909
 FL1909.The horizontal coordinates were established by classical geodetic methods
 FL1909.and adjusted by the National Geodetic Survey in February 1996..
 FL1909
 FL1909.The orthometric height was scaled from a topographic map.
 FL1909
 FL1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1909
 FL1909.The geoid height was determined by GEOID03.
 FL1909
 FL1909;                    North         East     Units Scale Factor Converg.
 FL1909;SPC TX N     - 1,221,918.561   307,985.656   MT  0.99996140   +0 41 38.7
 FL1909;SPC TX N     - 4,008,911.15  1,010,449.61   sFT  0.99996140   +0 41 38.7
 FL1909;UTM  14      - 3,984,118.842   382,611.318   MT  0.99976980   -0 45 55.7
 FL1909
 FL1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1909!SPC TX N     -   0.99987867  x   0.99996140  =   0.99984007
 FL1909!UTM  14      -   0.99987867  x   0.99976980  =   0.99964849
 FL1909
 FL1909|---------------------------------------------------------------------|
 FL1909| PID    Reference Object                     Distance      Geod. Az  |
 FL1909|                                                           dddmmss.s |
 FL1909| CK8355 CLEAR RM 1                           12.852 METERS 03332     |
 FL1909| CK8354 CLEAR AZ MK                                        2484444.3 |
 FL1909| CK8356 CLEAR RM 2                           12.349 METERS 27751     |
 FL1909|---------------------------------------------------------------------|
 FL1909
 FL1909                          SUPERSEDED SURVEY CONTROL
 FL1909
 FL1909  NAD 83(1993)-  35 59 40.07884(N)    100 18 08.44483(W) AD(       ) 2
 FL1909  NAD 83(1986)-  35 59 40.08484(N)    100 18 08.43310(W) AD(       ) 2
 FL1909  NAD 27      -  35 59 39.93600(N)    100 18 06.95800(W) AD(       ) 2
 FL1909
 FL1909.Superseded values are not recommended for survey control.
 FL1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1909.See file dsdata.txt to determine how the superseded data were derived.
 FL1909
 FL1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8261184119(NAD 83)
 FL1909_MARKER: DS = TRIANGULATION STATION DISK
 FL1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1909
 FL1909  HISTORY     - Date     Condition        Report By
 FL1909  HISTORY     - 1952     MONUMENTED       CGS
 FL1909
 FL1909                          STATION DESCRIPTION
 FL1909
 FL1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1909'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF CANADIAN
 FL1909'AND ABOUT 2-1/2 MILES SOUTHWEST OF GLAZIER.
 FL1909'
 FL1909'TO REACH THE STATION FROM THE SIGNAL LIGHT AT THE MAIN
 FL1909'INTERSECTION IN CANADIAN.  GO NORTHEASTERLY ON U.S. HIGHWAY
 FL1909'60 FOR 5 MILES TO A SIDE ROAD LEFT.  CONTINUE AHEAD ON U.S.
 FL1909'HIGHWAY 60 FOR 3.1 MILES TO THE AZIMUTH MARK ON THE LEFT ALONG
 FL1909'THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 60.  CONTINUE AHEAD
 FL1909'ON U.S. HIGHWAY 60 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 FL1909'
 FL1909'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF SQUARE
 FL1909'CONCRETE POSTS.
 FL1909'
 FL1909'THE STATION MARK IS STAMPED CLEAR 1952 AND PROJECTS 2 INCHES.
 FL1909'IT IS LOCATED ON THE SUMMITOF A SMALL SANDY KNOLL.  72 FEET
 FL1909'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 60.  23 FEET SOUTH OF A
 FL1909'FENCE LINE.  AND 17 FEET SOUTH-SOUTHEAST OF A WHITE WITNESS
 FL1909'POST.
 FL1909'
 FL1909'REFERENCE MARK NO. 1 IS STAMPED CLEAR NO 1 1952, AND PROJECTS
 FL1909'2 INCHES.  IT IS 52 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 FL1909'60 AND ABOUT 3 FEET HIGHER THAN U.S. HIGHWAY 60.
 FL1909'
 FL1909'REFERENCE MARK NO. 2 IS STAMPED CLEAR NO 2 1952, AND PROJECTS
 FL1909'3 INCHES.  IT IS 51 FEET SOUTH OF THE CENTER LINE OF U.S.
 FL1909'HIGHWAY 60 AND ABOUT 3 FEET HIGHER THAN U.S. HIGHWAY 60.
 FL1909'
 FL1909'THE AZIMUTH MARK IS STAMPED CLEAR 1952 AND PROJECTS 3 INCHES.
 FL1909'IT IS LOCATED ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 60.
 FL1909'49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  5 FEET EAST
 FL1909'OF A WHITE WITNESS POST.  AND 1 FOOT SOUTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2140 ***********************************************************************
 AX2140  DESIGNATION -  CLEAR FORK
 AX2140  PID         -  AX2140
 AX2140  STATE/COUNTY-  TX/CALDWELL
 AX2140  USGS QUAD   -  LOCKHART NORTH (1994)
 AX2140
 AX2140                         *CURRENT SURVEY CONTROL
 AX2140  ___________________________________________________________________
 AX2140* NAD 83(1986)-  29 53 10.     (N)    097 44 20.     (W)     SCALED    
 AX2140* NAVD 88     -       173.86   (+/-2cm)     570.4    (feet)  VERTCON   
 AX2140  ___________________________________________________________________
 AX2140  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AX2140
 AX2140  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2140
 AX2140.The horizontal coordinates were scaled from a topographic map and have
 AX2140.an estimated accuracy of +/- 6 seconds.
 AX2140
 AX2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2140.The vertical order pertains to the NGVD 29 superseded value.
 AX2140
 AX2140.The geoid height was determined by GEOID03.
 AX2140
 AX2140;                    North         East    Units  Estimated Accuracy
 AX2140;SPC TXSC     - 4,228,160.      721,810.      MT  (+/- 180 meters Scaled)
 AX2140
 AX2140                          SUPERSEDED SURVEY CONTROL
 AX2140
 AX2140  NGVD 29 (??/??/92)  173.776  (m)          570.13   (f) ADJ UNCH    1 2
 AX2140
 AX2140.Superseded values are not recommended for survey control.
 AX2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2140.See file dsdata.txt to determine how the superseded data were derived.
 AX2140
 AX2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU217068(NAD 83)
 AX2140_MARKER: P = PIPE CAP
 AX2140_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX2140_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX2140_STAMPING: 569.9 SA 102
 AX2140_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AX2140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2140
 AX2140  HISTORY     - Date     Condition        Report By
 AX2140  HISTORY     - UNK      MONUMENTED       USGS
 AX2140  HISTORY     - 1943     GOOD             NGS
 AX2140  HISTORY     - 19930808 GOOD             USPSQD
 AX2140  HISTORY     - 19970210 SEE DESCRIPTION  TXDOT
 AX2140  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2140  HISTORY     - 20060429 POOR             USPSQD
 AX2140
 AX2140                          STATION DESCRIPTION
 AX2140
 AX2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2140'3.6 MI W FROM LOCKHART.
 AX2140'3.6 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2140'STATION AT LOCKHART, 0.3 MILE WEST OF MILEPOST 40, 140 FEET EAST OF A
 AX2140'ROAD CROSSING, 7 FEET NORTH OF THE CENTERLINE OF THE TRACK, 3 FEET
 AX2140'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 AX2140'TRACK.  NOTE-- PIPE SOLID BUT LEANS AT SMALL ANGLE.
 AX2140
 AX2140                          STATION RECOVERY (1993)
 AX2140
 AX2140'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2140'RECOVERED IN GOOD CONDITION.
 AX2140
 AX2140                          STATION RECOVERY (1997)
 AX2140
 AX2140'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (DPM)
 AX2140'ABOUT 15 FT (4.6 M) N OF THE N RAIL, 50 FT (15.2 M) S OF THE
 AX2140'CENTERLINE OF CTY ROAD 237 -CLARK LOOP-.  ABOUT 150 FT (45.7 M) E OF
 AX2140'THE CENTERLINE OF THE RR TRACKS AND THE COUNTY ROAD.
 AX2140
 AX2140                          STATION RECOVERY (1999)
 AX2140
 AX2140'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2140'MARK NOT FOUND.
 AX2140
 AX2140                          STATION RECOVERY (2006)
 AX2140
 AX2140'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AX2140'PIPE WAS RECOVERED USING TXDOT MEASUREMENTS FROM 1997 RECOVERY NOTES
 AX2140'BUT CAP IS MISSING AND WITNESS POST IS GONE. TOP OF PIPE IS .3 FT
 AX2140'BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1090 ***********************************************************************
 AW1090  DESIGNATION -  CLEAR LAKE 3072
 AW1090  PID         -  AW1090
 AW1090  STATE/COUNTY-  TX/HARRIS
 AW1090  USGS QUAD   -  LEAGUE CITY (1995)
 AW1090
 AW1090                         *CURRENT SURVEY CONTROL
 AW1090  ___________________________________________________________________
 AW1090* NAD 83(1986)-  29 33 51.     (N)    095 07 01.     (W)     SCALED    
 AW1090* NAVD 88     -         6.494  (meters)      21.31   (feet)  ADJUSTED  
 AW1090  ___________________________________________________________________
 AW1090  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1090  DYNAMIC HT  -           6.485 (meters)      21.28  (feet)  COMP
 AW1090  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 AW1090
 AW1090  VERT ORDER  -  FIRST     CLASS I
 AW1090
 AW1090.The horizontal coordinates were scaled from a topographic map and have
 AW1090.an estimated accuracy of +/- 6 seconds.
 AW1090
 AW1090.The orthometric height was determined by differential leveling
 AW1090.and adjusted by the National Geodetic Survey in June 1991..
 AW1090
 AW1090.The geoid height was determined by GEOID03.
 AW1090
 AW1090.The dynamic height is computed by dividing the NAVD 88
 AW1090.geopotential number by the normal gravity value computed on the
 AW1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1090.degrees latitude (g = 980.6199 gals.).
 AW1090
 AW1090.The modeled gravity was interpolated from observed gravity values.
 AW1090
 AW1090;                    North         East    Units  Estimated Accuracy
 AW1090;SPC TXSC     - 4,198,070.      976,170.      MT  (+/- 180 meters Scaled)
 AW1090
 AW1090                          SUPERSEDED SURVEY CONTROL
 AW1090
 AW1090  NGVD 29 (12/23/87)    6.491  (m)           21.30   (f) ADJUSTED    1 1
 AW1090
 AW1090.Superseded values are not recommended for survey control.
 AW1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1090.See file dsdata.txt to determine how the superseded data were derived.
 AW1090
 AW1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN949723(NAD 83)
 AW1090_MARKER: Z = SEE DESCRIPTION
 AW1090_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW1090_SP_SET: GALVANIZED STEEL PIPE
 AW1090_MARK LOGO: USGS  
 AW1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1090
 AW1090  HISTORY     - Date     Condition        Report By
 AW1090  HISTORY     - UNK      MONUMENTED       USGS
 AW1090  HISTORY     - 1976     GOOD             NGS
 AW1090  HISTORY     - 1978     GOOD             NGS
 AW1090  HISTORY     - 1983     GOOD             NGS
 AW1090  HISTORY     - 1987     GOOD             NGS
 AW1090  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1090  HISTORY     - 19910218 MARK NOT FOUND   USPSQD
 AW1090  HISTORY     - 19980327 GOOD             USPSQD
 AW1090  HISTORY     - 20010127 GOOD             USPSQD
 AW1090
 AW1090                          STATION DESCRIPTION
 AW1090
 AW1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1090'IN CLEAR LAKE.
 AW1090'AT THE CLEAR LAKE COUNTRY CLUB MAINTENANCE YARD, 41 FEET SE OF THE NE
 AW1090'CORNER OF THE BLOCK WALL AROUND THE YARD, 14.4 FEET EAST OF THE EAST
 AW1090'WALL AROUND THE YARD.  THE POINT HELD IS IN BETWEEN TWO FILE MARKS ON
 AW1090'THE NORTH SIDE OF A 2-INCH PIPE PROTECTED BY A SMALL METAL BUILDING
 AW1090'AND MAINTAINED BY USGS.
 AW1090
 AW1090                          STATION RECOVERY (1978)
 AW1090
 AW1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1090'RECOVERED IN GOOD CONDITION.
 AW1090
 AW1090                          STATION RECOVERY (1983)
 AW1090
 AW1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1090'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0
 AW1090'(MI) NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF NASA 1 ROAD
 AW1090'IN WEBSTER, THENCE 2.1 KM (1.3 MI) NORTHEAST ALONG BAY AREA BOULEVARD,
 AW1090'THENCE 0.5 KM (0.3 MI) WEST ALONG RESEDA DRIVE, THENCE 0.1 KM
 AW1090'(0.05 MI) SOUTH ALONG AN ASPHALT ROAD TO THE MAINTENANCE YARD OF THE
 AW1090'CLEAR LAKE COUNTRY CLUB, 12.5 METERS (41.0 FT) SOUTHEAST OF THE
 AW1090'NORTHEAST CORNER OF THE MAINTENENCE BUILDING, 4.6 METERS (15.0 FT)
 AW1090'EAST OF THE EAST FACE OF THE MAINTENANCE BUILDING.  NOTE THE POINT
 AW1090'HELD WAS BETWEEN TWO FILE MARKS ON THE TOP AND THE NORTH SIDE OF A 2
 AW1090'INCH SLEEVED PIPE INSIDE A 5 INCH WELL CASING WHICH IS INSIDE A METAL
 AW1090'BUILDING MAINTAINED BY THE USGS.  SLEEVED PIPE IS SET TO THE DEPTH
 AW1090'OF 937 METERS (3,072 FT) ENCASED IN A PIPE PROJECTING 36 CM (14.2
 AW1090'INCHES).
 AW1090'THE MARK IS 0.61 M ABOVE GROUND.
 AW1090
 AW1090                          STATION RECOVERY (1987)
 AW1090
 AW1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1090'RECOVERED IN GOOD CONDITION.
 AW1090
 AW1090                          STATION RECOVERY (1989)
 AW1090
 AW1090'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1090'MARK NOT FOUND.
 AW1090
 AW1090                          STATION RECOVERY (1991)
 AW1090
 AW1090'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1090'MARK NOT FOUND.
 AW1090
 AW1090                          STATION RECOVERY (1998)
 AW1090
 AW1090'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1090'RECOVERED IN GOOD CONDITION.
 AW1090
 AW1090                          STATION RECOVERY (2001)
 AW1090
 AW1090'RECOVERY NOTE BY US POWER SQUADRON 2001 (WTJ)
 AW1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5587 ***********************************************************************
 AW5587  DESIGNATION -  CLEAR LAKE 3072 RESET
 AW5587  PID         -  AW5587
 AW5587  STATE/COUNTY-  TX/HARRIS
 AW5587  USGS QUAD   -  LEAGUE CITY (1995)
 AW5587
 AW5587                         *CURRENT SURVEY CONTROL
 AW5587  ___________________________________________________________________
 AW5587* NAD 83(1986)-  29 33 51.     (N)    095 07 08.     (W)     SCALED    
 AW5587* NAVD 88     -         6.471  (meters)      21.23   (feet)  ADJUSTED  
 AW5587  ___________________________________________________________________
 AW5587  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW5587  DYNAMIC HT  -           6.463 (meters)      21.20  (feet)  COMP
 AW5587  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 AW5587
 AW5587  VERT ORDER  -  FIRST     CLASS II
 AW5587
 AW5587.The horizontal coordinates were scaled from a topographic map and have
 AW5587.an estimated accuracy of +/- 6 seconds.
 AW5587
 AW5587.The orthometric height was determined by differential leveling
 AW5587.and adjusted by the National Geodetic Survey in June 1991..
 AW5587
 AW5587.The geoid height was determined by GEOID03.
 AW5587
 AW5587.The dynamic height is computed by dividing the NAVD 88
 AW5587.geopotential number by the normal gravity value computed on the
 AW5587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5587.degrees latitude (g = 980.6199 gals.).
 AW5587
 AW5587.The modeled gravity was interpolated from observed gravity values.
 AW5587
 AW5587;                    North         East    Units  Estimated Accuracy
 AW5587;SPC TXSC     - 4,198,060.      975,980.      MT  (+/- 180 meters Scaled)
 AW5587
 AW5587                          SUPERSEDED SURVEY CONTROL
 AW5587
 AW5587  NGVD 29 (12/23/87)    6.468  (m)           21.22   (f) ADJUSTED    1 2
 AW5587
 AW5587.Superseded values are not recommended for survey control.
 AW5587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5587.See file dsdata.txt to determine how the superseded data were derived.
 AW5587
 AW5587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN947723(NAD 83)
 AW5587_MARKER: Z = SEE DESCRIPTION
 AW5587_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AW5587_SP_SET: GALVANIZED STEEL PIPE
 AW5587_MARK LOGO: NGS   
 AW5587_PROJECTION: PROJECTING 61 CENTIMETERS
 AW5587_MAGNETIC: P = MARKER IS A STEEL PIPE
 AW5587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5587+STABILITY: POSITION/ELEVATION WELL
 AW5587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW5587+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1996
 AW5587_ROD/PIPE-DEPTH: 936  meters
 AW5587
 AW5587  HISTORY     - Date     Condition        Report By
 AW5587  HISTORY     - 1986     MONUMENTED       NGS
 AW5587  HISTORY     - 19931120 GOOD             USPSQD
 AW5587  HISTORY     - 19951109 GOOD             CHANCE
 AW5587  HISTORY     - 19961203 GOOD             NGS
 AW5587
 AW5587                          STATION DESCRIPTION
 AW5587
 AW5587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5587'4.3 KM (2.7 MI) NE FROM WEBSTER.
 AW5587'1.6 KM (1.0 MI) NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW5587'NASA ROAD 1 IN WEBSTER, THENCE 2.1 KM (1.3 MI) NORTHEAST ALONG BAY
 AW5587'AREA BOULEVARD, THENCE 0.5 KM (0.3 MI) WEST ALONG RESEDA DRIVE, THENCE
 AW5587'0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD TO THE CLEAR LAKE COUNTRY
 AW5587'CLUB GOLF COURSE MAINTENANCE YARD, THE CENTER OF A 1/16-INCH DRILL
 AW5587'HOLE PAINTED ORANGE, 1-INCH BELOW THE TOP OF THE COLLAR OF A 2-INCH
 AW5587'PIPE, PROTECTED BY A 6-INCH PIPE INSIDE A SMALL BUILDING MAINTAINED BY
 AW5587'THE USGS, 12.5 M (41.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AW5587'MAINTENANCE BUILDING, AND 4.6 M (15.0 FT) EAST OF THE EAST FACE OF THE
 AW5587'BUILDING.
 AW5587'THE MARK IS 0.61 M ABOVE GROUND.
 AW5587
 AW5587                          STATION RECOVERY (1993)
 AW5587
 AW5587'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5587'RECOVERED IN GOOD CONDITION.
 AW5587
 AW5587                          STATION RECOVERY (1995)
 AW5587
 AW5587'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5587'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL TIES FOLLOW.
 AW5587'20.9 M (68.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE SLAB.
 AW5587'38.8 M (127.3 FT) SOUTH OF THE NORTHERLY OF TWO MANHOLES. 22.6 M (74.1
 AW5587'FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
 AW5587
 AW5587                          STATION RECOVERY (1996)
 AW5587
 AW5587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5587'1.6 KM (1.00 MI) NORTHWESTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW5587'OF NASA 1 HIGHWAY IN WEBSTER, THENCE 2.1 KM (1.30 MI) NORTHEASTERLY
 AW5587'ALONG BAY AREA BOULEVARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 AW5587'RESEDA DRIVE, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A NARROW PAVED
 AW5587'ROAD, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A PAVED ROAD LEADING TO
 AW5587'A MAINTENANCE SHED AT THE CLEAR LAKE COUNTRY CLUB, THE DATUM POINT IS
 AW5587'A 1/16-INCH DRILL HOLE PAINTED ORANGE 1-INCH BELOW A 2-INCH PIPE
 AW5587'COLLAR, THE 2-INCH PIPE IS IN A 6-INCH PIPE SLEEVE AND IS INSIDE A
 AW5587'SMALL BUILDING MAINTAINED BY USGS, 37.0 M (121.4 FT) SOUTHEAST OF THE
 AW5587'EXTENDED ROAD CENTER, 20.9 M (68.6 FT) WEST OF THE WEST CORNER OF A 20
 AW5587'BY 20-FOOT CONCRETE SLAB, 18.5 M (60.7 FT) SOUTHWEST OF THE SOUTHWEST
 AW5587'CORNER OF A TRANSFORMER, 4.6 M (15.1 FT) SOUTHEAST OF THE SOUTHEAST
 AW5587'FACE OF THE SHED, AND 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE.
 AW5587'NOTE--TO GAIN ACCESS TO THE DATUM POINT CONTACT MARK KASMAREK,
 AW5587'TELEPHONE NUMBER (713) 718-3660, EXTENSION 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1091 ***********************************************************************
 AW1091  DESIGNATION -  CLEAR LAKE 740
 AW1091  PID         -  AW1091
 AW1091  STATE/COUNTY-  TX/HARRIS
 AW1091  USGS QUAD   -  LEAGUE CITY (1995)
 AW1091
 AW1091                         *CURRENT SURVEY CONTROL
 AW1091  ___________________________________________________________________
 AW1091* NAD 83(1986)-  29 33 51.     (N)    095 07 04.     (W)     SCALED    
 AW1091* NAVD 88     -         6.631  (meters)      21.76   (feet)  ADJUSTED  
 AW1091  ___________________________________________________________________
 AW1091  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1091  DYNAMIC HT  -           6.622 (meters)      21.73  (feet)  COMP
 AW1091  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 AW1091
 AW1091  VERT ORDER  -  FIRST     CLASS I
 AW1091
 AW1091.The horizontal coordinates were scaled from a topographic map and have
 AW1091.an estimated accuracy of +/- 6 seconds.
 AW1091
 AW1091.The orthometric height was determined by differential leveling
 AW1091.and adjusted by the National Geodetic Survey in June 1991..
 AW1091
 AW1091.The geoid height was determined by GEOID03.
 AW1091
 AW1091.The dynamic height is computed by dividing the NAVD 88
 AW1091.geopotential number by the normal gravity value computed on the
 AW1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1091.degrees latitude (g = 980.6199 gals.).
 AW1091
 AW1091.The modeled gravity was interpolated from observed gravity values.
 AW1091
 AW1091;                    North         East    Units  Estimated Accuracy
 AW1091;SPC TXSC     - 4,198,070.      976,090.      MT  (+/- 180 meters Scaled)
 AW1091
 AW1091                          SUPERSEDED SURVEY CONTROL
 AW1091
 AW1091  NGVD 29 (12/23/87)    6.628  (m)           21.75   (f) ADJUSTED    1 1
 AW1091
 AW1091.Superseded values are not recommended for survey control.
 AW1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1091.See file dsdata.txt to determine how the superseded data were derived.
 AW1091
 AW1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN948723(NAD 83)
 AW1091_MARKER: Z = SEE DESCRIPTION
 AW1091_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW1091_SP_SET: GALVANIZED STEEL PIPE
 AW1091_MARK LOGO: USGS  
 AW1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1091
 AW1091  HISTORY     - Date     Condition        Report By
 AW1091  HISTORY     - UNK      MONUMENTED       USGS
 AW1091  HISTORY     - 1976     GOOD             NGS
 AW1091  HISTORY     - 1978     GOOD             NGS
 AW1091  HISTORY     - 1983     GOOD             NGS
 AW1091  HISTORY     - 1987     GOOD             NGS
 AW1091  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1091  HISTORY     - 19910218 MARK NOT FOUND   USPSQD
 AW1091  HISTORY     - 19980327 GOOD             USPSQD
 AW1091  HISTORY     - 20010127 GOOD             USPSQD
 AW1091
 AW1091                          STATION DESCRIPTION
 AW1091
 AW1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1091'IN CLEAR LAKE.
 AW1091'AT THE CLEAR LAKE MAINTENANCE YARD, 40 FEET SW OF THE NW CORNER OF THE
 AW1091'BLOCK WALL AROUND THE YARD, 102 FEET WEST OF WEST WALL OF THE YARD.
 AW1091'POINT HELD WAS BETWEEN 2 FILE MARKS ON THE NORTH SIDE OF A SLEEVE ON
 AW1091'A 2-INCH PIPE AND PROTECTED BY A SMALL METAL BUILDING MAINTAINED
 AW1091'BY USGS.
 AW1091
 AW1091                          STATION RECOVERY (1978)
 AW1091
 AW1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1091'RECOVERED IN GOOD CONDITION.
 AW1091
 AW1091                          STATION RECOVERY (1983)
 AW1091
 AW1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1091'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0
 AW1091'MI) NORTHWEST ALONG STATE ROUTE 3 FROM THE JUNCTION OF NASA 1 ROAD IN
 AW1091'WEBSTER, THENCE 2.1 KM (1.3 MI) NORTHEAST ALONG BAY AREA BOULEVARD,
 AW1091'THENCE 0.5 KM (0.3 MI) WEST ALONG RESEDA DRIVE, THENCE 0.10 KM
 AW1091'(0.05 MI) SOUTH ALONG AN ASPHALT ROAD TO THE MAINTENANCE YARD OF THE
 AW1091'CLEAR LAKE COUNTRY CLUB, 12.2 METERS (40.0 FT) SOUTHWEST OF THE
 AW1091'NORTHWEST CORNER OF THE BLOCK WALL AROUND THE MAINTENANCE YARD, AND
 AW1091'3.4 METERS (11.0 FT) WEST OF THE WEST WALL OF THE YARD.  NOTE THE
 AW1091'POINT HELD WAS BETWEEN TWO FILE MARKS ON THE NORTH SIDE AND ON TOP
 AW1091'OF A SLEEVED 2 INCH PIPE ENCLOSED IN A 5 INCH WELL CASING INSIDE A
 AW1091'SMALL METAL BUILDING MAINTAINED BY THE USGS.  SLEEVED PIPE IS SET TO
 AW1091'THE DEPTH OF 226 METERS (740 FT) ENCASED IN A PIPE PROJECTING 36 CM
 AW1091'(14.2 INCHES).
 AW1091'THE MARK IS 0.61 M ABOVE GROUND.
 AW1091
 AW1091                          STATION RECOVERY (1987)
 AW1091
 AW1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1091'RECOVERED IN GOOD CONDITION.
 AW1091
 AW1091                          STATION RECOVERY (1989)
 AW1091
 AW1091'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1091'MARK NOT FOUND.
 AW1091
 AW1091                          STATION RECOVERY (1991)
 AW1091
 AW1091'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1091'MARK NOT FOUND.
 AW1091
 AW1091                          STATION RECOVERY (1998)
 AW1091
 AW1091'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1091'RECOVERED IN GOOD CONDITION.
 AW1091
 AW1091                          STATION RECOVERY (2001)
 AW1091
 AW1091'RECOVERY NOTE BY US POWER SQUADRON 2001 (WTJ)
 AW1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5586 ***********************************************************************
 AW5586  DESIGNATION -  CLEAR LAKE 740 RESET
 AW5586  PID         -  AW5586
 AW5586  STATE/COUNTY-  TX/HARRIS
 AW5586  USGS QUAD   -  LEAGUE CITY (1995)
 AW5586
 AW5586                         *CURRENT SURVEY CONTROL
 AW5586  ___________________________________________________________________
 AW5586* NAD 83(1986)-  29 33 51.     (N)    095 07 04.     (W)     SCALED    
 AW5586* NAVD 88     -         6.608  (meters)      21.68   (feet)  ADJUSTED  
 AW5586  ___________________________________________________________________
 AW5586  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW5586  DYNAMIC HT  -           6.599 (meters)      21.65  (feet)  COMP
 AW5586  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 AW5586
 AW5586  VERT ORDER  -  FIRST     CLASS II
 AW5586
 AW5586.The horizontal coordinates were scaled from a topographic map and have
 AW5586.an estimated accuracy of +/- 6 seconds.
 AW5586
 AW5586.The orthometric height was determined by differential leveling
 AW5586.and adjusted by the National Geodetic Survey in March 1997..
 AW5586
 AW5586.The geoid height was determined by GEOID03.
 AW5586
 AW5586.The dynamic height is computed by dividing the NAVD 88
 AW5586.geopotential number by the normal gravity value computed on the
 AW5586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5586.degrees latitude (g = 980.6199 gals.).
 AW5586
 AW5586.The modeled gravity was interpolated from observed gravity values.
 AW5586
 AW5586;                    North         East    Units  Estimated Accuracy
 AW5586;SPC TXSC     - 4,198,070.      976,090.      MT  (+/- 180 meters Scaled)
 AW5586
 AW5586                          SUPERSEDED SURVEY CONTROL
 AW5586
 AW5586  NAVD 88 (06/15/91)    6.605  (m)           21.67   (f) UNKNOWN     1 2
 AW5586  NGVD 29 (12/23/87)    6.602  (m)           21.66   (f) ADJUSTED    1 2
 AW5586
 AW5586.Superseded values are not recommended for survey control.
 AW5586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5586.See file dsdata.txt to determine how the superseded data were derived.
 AW5586
 AW5586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN948723(NAD 83)
 AW5586_MARKER: Z = SEE DESCRIPTION
 AW5586_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AW5586_SP_SET: GALVANIZED STEEL PIPE
 AW5586_PROJECTION: PROJECTING 61 CENTIMETERS
 AW5586_MAGNETIC: P = MARKER IS A STEEL PIPE
 AW5586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5586+STABILITY: POSITION/ELEVATION WELL
 AW5586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW5586+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1996
 AW5586_ROD/PIPE-DEPTH: 226. meters
 AW5586
 AW5586  HISTORY     - Date     Condition        Report By
 AW5586  HISTORY     - 1986     MONUMENTED       NGS
 AW5586  HISTORY     - 19931120 GOOD             USPSQD
 AW5586  HISTORY     - 19961203 GOOD             NGS
 AW5586
 AW5586                          STATION DESCRIPTION
 AW5586
 AW5586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5586'4.3 KM (2.7 MI) NE FROM WEBSTER.
 AW5586'1.6 KM (1.0 MI) NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW5586'NASA ROAD 1 IN WEBSTER, THENCE 2.1 KM (1.3 MI) NORTHEAST ALONG BAY
 AW5586'AREA BOULEVARD, THENCE 0.5 KM (0.3 MI) WEST ALONG RESEDA DRIVE, THENCE
 AW5586'0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD LEADING TO THE CLEAR LAKE
 AW5586'COUNRTY CLUB GOLF COURSE MAINTENANCE YARD, THE DATUM POINT IS THE
 AW5586'CENTER OF A 1/16-INCH DRILL HOLE PAINTED ORANGE, 1-INCH BELOW THE TOP
 AW5586'OF THE COLLAR OF A 2-INCH PIPE PROTECTED BY A 6-INCH PIPE INSIDE A
 AW5586'SMALL BUILDING MAINTAINED BY THE USGS, 12.2 M (40.0 FT) SOUTHWEST OF
 AW5586'THE NORTHWEST CORNER OF A BLOCK WALL AROUND THE MAINTENANCE YARD, AND
 AW5586'3.4 M (11.0 FT) WEST OF THE WEST FACE OF THE WALL.
 AW5586'THE MARK IS 0.6 M ABOVE THE GROUND.
 AW5586
 AW5586                          STATION RECOVERY (1993)
 AW5586
 AW5586'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5586'RECOVERED IN GOOD CONDITION.
 AW5586
 AW5586                          STATION RECOVERY (1996)
 AW5586
 AW5586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5586'1.6 KM (1.00 MI) NORTHWESTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW5586'OF NASA 1 HIGHWAY IN WEBSTER, THENCE 2.1 KM (1.30 MI) NORTHEASTERLY
 AW5586'ALONG BAY AREA BOULEVARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 AW5586'RESEDA DRIVE, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A NARROW PAVED
 AW5586'ROAD, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A PAVED ROAD LEADING TO
 AW5586'A MAINTENANCE SHED AT THE CLEAR LAKE COUNTRY CLUB, THE DATUM POINT IS
 AW5586'A 1/16-INCH DRILL HOLE PAINTED ORANGE 1-INCH BELOW A 2-INCH PIPE
 AW5586'COLLAR, THE 2-INCH PIPE IS IN A 6-INCH PIPE SLEEVE AND IS INSIDE A
 AW5586'SMALL BUILDING MAINTAINED BY USGS, 37.2 M (122.0 FT) NORTHWEST OF THE
 AW5586'NORTH CORNER OF THE SHED, 12.7 M (41.7 FT) WEST OF A CHAIN-LINK FENCE
 AW5586'CORNER, 8.3 M (27.2 FT) NORTHWEST OF THE EXTENDED ROAD CENTER, 3.6 M
 AW5586'(11.8 FT) NORTH OF A CHAIN-LINK FENCE, AND 0.6 M (2.0 FT) ABOVE THE
 AW5586'GROUND SURFACE.  NOTE--TO GAIN ACCESS TO THE DATUM POINT CONTACT MARK
 AW5586'KASMAREK, TELEPHONE NUMBER (713) 718-3660, EXTENSION 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6418 ***********************************************************************
 AW6418  DESIGNATION -  CLEAR LAKE CITY MUN WATER TANK
 AW6418  PID         -  AW6418
 AW6418  STATE/COUNTY-  TX/HARRIS
 AW6418  USGS QUAD   -  FRIENDSWOOD (1995)
 AW6418
 AW6418                         *CURRENT SURVEY CONTROL
 AW6418  ___________________________________________________________________
 AW6418* NAD 83(1993)-  29 34 00.74658(N)    095 08 03.17458(W)     ADJUSTED  
 AW6418* NAVD 88     -                                                        
 AW6418  ___________________________________________________________________
 AW6418  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6418  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW6418
 AW6418  HORZ ORDER  -  THIRD
 AW6418
 AW6418.The horizontal coordinates were established by classical geodetic methods
 AW6418.and adjusted by the National Geodetic Survey in February 1996..
 AW6418
 AW6418
 AW6418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6418
 AW6418.The geoid height was determined by GEOID03.
 AW6418
 AW6418;                    North         East     Units Scale Factor Converg.
 AW6418;SPC TXSC     - 4,198,312.379   974,487.889   MT  0.99987141   +1 53 38.0
 AW6418;SPC TXSC     -13,773,963.20  3,197,132.35   sFT  0.99987141   +1 53 38.0
 AW6418;UTM  15      - 3,272,693.696   293,247.204   MT  1.00012747   -1 03 12.5
 AW6418
 AW6418                          SUPERSEDED SURVEY CONTROL
 AW6418
 AW6418  NAD 83(1986)-  29 34 00.76281(N)    095 08 03.15485(W) AD(       ) 4
 AW6418  NAD 27      -  29 33 59.92408(N)    095 08 02.39822(W) AD(       ) 3
 AW6418
 AW6418.Superseded values are not recommended for survey control.
 AW6418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6418.See file dsdata.txt to determine how the superseded data were derived.
 AW6418
 AW6418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9324772694(NAD 83)
 AW6418_MARKER: 53 = ELEVATED TANK
 AW6418
 AW6418  HISTORY     - Date     Condition        Report By
 AW6418  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6418  HISTORY     - 1987     GOOD             USPSQD
 AW6418  HISTORY     - 19940514 GOOD             USPSQD
 AW6418  HISTORY     - 20000311 GOOD             USPSQD
 AW6418  HISTORY     - 20040325 GOOD             USPSQD
 AW6418
 AW6418                          STATION DESCRIPTION
 AW6418
 AW6418'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6418'THE STATION IS LOCATED 0.5 MILE EAST OF THE INTERSECTION OF STATE
 AW6418'HIGHWAY 3 AND EL DORADO AVENUE IN CLEAR LAKE CITY.
 AW6418'
 AW6418'IT IS A PEDESTAL SPHERE TYPE WATER TANK, GREEN IN COLOR WITH BLACK
 AW6418'LETTERING CLEAR LAKE, PAINTED ON THE SIDE OF THE TANK.  THE OVER-ALL
 AW6418'HEIGHT IS ABOUT 140 FEET.
 AW6418'
 AW6418'THE POINT INTERSECTED WAS THE TOP CENTER.
 AW6418
 AW6418                          STATION RECOVERY (1987)
 AW6418
 AW6418'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6418'RECOVERED IN GOOD CONDITION.
 AW6418
 AW6418                          STATION RECOVERY (1994)
 AW6418
 AW6418'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6418'RECOVERED IN GOOD CONDITION.
 AW6418
 AW6418                          STATION RECOVERY (2000)
 AW6418
 AW6418'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW6418'RECOVERED IN GOOD CONDITION.
 AW6418
 AW6418                          STATION RECOVERY (2004)
 AW6418
 AW6418'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0742 ***********************************************************************
 CC0742  DESIGNATION -  CLEARY
 CC0742  PID         -  CC0742
 CC0742  STATE/COUNTY-  TX/UPTON
 CC0742  USGS QUAD   -  SQUARE TOP MOUNTAIN (1972)
 CC0742
 CC0742                         *CURRENT SURVEY CONTROL
 CC0742  ___________________________________________________________________
 CC0742* NAD 83(1993)-  31 12 56.10086(N)    102 01 06.41077(W)     ADJUSTED  
 CC0742* NAVD 88     -       820.8    (meters)    2693.     (feet)  VERTCON   
 CC0742  ___________________________________________________________________
 CC0742  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 CC0742  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CC0742
 CC0742  HORZ ORDER  -  SECOND
 CC0742
 CC0742.The horizontal coordinates were established by classical geodetic methods
 CC0742.and adjusted by the National Geodetic Survey in February 1996..
 CC0742
 CC0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0742
 CC0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0742
 CC0742.The geoid height was determined by GEOID03.
 CC0742
 CC0742;                    North         East     Units Scale Factor Converg.
 CC0742;SPC TX C     - 3,172,921.899   539,451.625   MT  0.99988870   -0 52 04.6
 CC0742;SPC TX C     -10,409,827.93  1,769,850.87   sFT  0.99988870   -0 52 04.6
 CC0742;UTM  13      - 3,457,326.914   784,054.489   MT  1.00059537   +1 32 46.5
 CC0742;UTM  14      - 3,457,422.426   212,429.006   MT  1.00062017   -1 33 55.5
 CC0742
 CC0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0742!SPC TX C     -   0.99987488  x   0.99988870  =   0.99976359
 CC0742!UTM  13      -   0.99987488  x   1.00059537  =   1.00047018
 CC0742!UTM  14      -   0.99987488  x   1.00062017  =   1.00049497
 CC0742
 CC0742|---------------------------------------------------------------------|
 CC0742| PID    Reference Object                     Distance      Geod. Az  |
 CC0742|                                                           dddmmss.s |
 CC0742| CH8620 CLEARY RM 1                          30.812 METERS 07406     |
 CC0742| CB0982 RANKIN                              APPROX. 7.3 KM 0780804.6 |
 CC0742| CH8621 CLEARY RM 2                          31.358 METERS 17404     |
 CC0742|---------------------------------------------------------------------|
 CC0742
 CC0742                          SUPERSEDED SURVEY CONTROL
 CC0742
 CC0742  NAD 83(1986)-  31 12 56.10992(N)    102 01 06.40042(W) AD(       ) 2
 CC0742  NAD 27      -  31 12 55.58400(N)    102 01 04.91800(W) AD(       ) 2
 CC0742  NGVD 29 (07/19/86)  820.5    (m)         2692.     (f) VERT ANG       
 CC0742
 CC0742.Superseded values are not recommended for survey control.
 CC0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0742.See file dsdata.txt to determine how the superseded data were derived.
 CC0742
 CC0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ8405457327(NAD 83)
 CC0742_MARKER: DS = TRIANGULATION STATION DISK
 CC0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0742
 CC0742  HISTORY     - Date     Condition        Report By
 CC0742  HISTORY     - 1935     MONUMENTED       CGS
 CC0742  HISTORY     - 1938     GOOD             TXHD
 CC0742  HISTORY     - 1939     GOOD             TSI
 CC0742  HISTORY     - 1943     GOOD             LOCENG
 CC0742  HISTORY     - 1946     GOOD             LOCENG
 CC0742
 CC0742                          STATION DESCRIPTION
 CC0742
 CC0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0742'STATION IS ABOUT 4-1/2 MILES W OF RANKIN AND IS LOCATED ON
 CC0742'THE HIGHEST AND MOST SOUTHERLY ONE OF A GROUP OF SMALL MESAS.
 CC0742'IT IS ABOUT 3 MILES NNE OF CLEARY SIDING ON THE SANTA FE AND
 CC0742'ORIENT RAILROAD AND IS ABOUT 2 MILES N OF U.S. HIGHWAY 87.
 CC0742'
 CC0742'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CC0742'DISKS SET IN CONCRETE.
 CC0742'
 CC0742'REFERENCE MARK NO. 1 IS ENE OF THE STATION.
 CC0742'
 CC0742'REFERENCE MARK NO. 2 IS S OF THE STATION.  ALL MARKS PROJECT
 CC0742'6 INCHES.
 CC0742'
 CC0742'STATION RANKIN WAS USED FOR THE AZIMUTH MARK.
 CC0742'
 CC0742'THE STATION IS REACHED FROM RANKIN BY GOING WESTERLY ON
 CC0742'U.S. HIGHWAY 67, 0.4 MILE.  TAKE THE RIGHT FORK WESTERLY ON THE
 CC0742'CRANE ROAD AND GO 2.9 MILES.  AT A POINT WHERE THE CRANE ROAD
 CC0742'TURNS TO THE N CONTINUE STRAIGHT AHEAD THROUGH A GATE AND WESTERLY
 CC0742'ON A TRAIL ALONG THE S SIDE OF A FENCE 0.9 MILE TO A WINDMILL.
 CC0742'DRIVE W ALONG THE S SIDE OF THE FENCE 0.2 MILE.  PASS A GATE
 CC0742'AND DRIVE NORTHWESTERLY TO THE NE SLOPE OF THE MESA.  DRIVE
 CC0742'S UP THE STEEP SLOPE OF THE MESA AND S ACROSS THE TOP, A TOTAL
 CC0742'DISTANCE OF 0.7 MILE FROM THE GATE TO THE STATION.
 CC0742'
 CC0742'A 4-FOOT STAND WAS ERECTED.
 CC0742
 CC0742                          STATION RECOVERY (1938)
 CC0742
 CC0742'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0742'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CC0742'AZIMUTH MARK WAS IN GOOD CONDITION.
 CC0742
 CC0742                          STATION RECOVERY (1939)
 CC0742
 CC0742'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CC0742'STATION MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0742
 CC0742                          STATION RECOVERY (1943)
 CC0742
 CC0742'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943 (LMW)
 CC0742'STATION RECOVERED BY ROBERT H. RAY INC.
 CC0742'
 CC0742'DESCRIPTION FOR REACHING STATION IS SATISFACTORY.  STATION AND
 CC0742'REFERENCE MARKS FOUND IN GOOD CONDITION.  NO ATTEMPT MADE TO
 CC0742'RECOVER AZIMUTH MARK.
 CC0742
 CC0742                          STATION RECOVERY (1946)
 CC0742
 CC0742'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (HM)
 CC0742'STATION RECOVERED BY GENERAL GEOPHYSICAL CO.
 CC0742'
 CC0742'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0621 ***********************************************************************
 EO0621  DESIGNATION -  CLEAVINGER
 EO0621  PID         -  EO0621
 EO0621  STATE/COUNTY-  TX/LAMB
 EO0621  USGS QUAD   -  DODD SE (1963)
 EO0621
 EO0621                         *CURRENT SURVEY CONTROL
 EO0621  ___________________________________________________________________
 EO0621* NAD 83(1993)-  34 17 12.18099(N)    102 19 52.26491(W)     ADJUSTED  
 EO0621* NAVD 88     -      1143.5    (meters)    3752.     (feet)  VERTCON   
 EO0621  ___________________________________________________________________
 EO0621  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 EO0621  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 EO0621
 EO0621  HORZ ORDER  -  SECOND
 EO0621
 EO0621.The horizontal coordinates were established by classical geodetic methods
 EO0621.and adjusted by the National Geodetic Survey in February 1996..
 EO0621
 EO0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0621
 EO0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0621
 EO0621.The geoid height was determined by GEOID03.
 EO0621
 EO0621;                    North         East     Units Scale Factor Converg.
 EO0621;SPC TXNC     - 2,296,994.924   247,291.584   MT  1.00010500   -2 05 22.2
 EO0621;SPC TXNC     - 7,536,057.51    811,322.47   sFT  1.00010500   -2 05 22.2
 EO0621;SPC TX N     - 1,032,130.797   123,463.078   MT  1.00010400   -0 28 54.1
 EO0621;SPC TX N     - 3,386,249.12    405,061.78   sFT  1.00010400   -0 28 54.1
 EO0621;UTM  13      - 3,797,171.778   745,660.882   MT  1.00034396   +1 30 15.1
 EO0621
 EO0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0621!SPC TXNC     -   0.99982447  x   1.00010500  =   0.99992945
 EO0621!SPC TX N     -   0.99982447  x   1.00010400  =   0.99992845
 EO0621!UTM  13      -   0.99982447  x   1.00034396  =   1.00016837
 EO0621
 EO0621|---------------------------------------------------------------------|
 EO0621| PID    Reference Object                     Distance      Geod. Az  |
 EO0621|                                                           dddmmss.s |
 EO0621| CJ6917 CLEAVINGER RM 1                      44.742 METERS 08646     |
 EO0621| CJ6916 CLEAVINGER AZ MK                                   1483736.9 |
 EO0621| CJ6918 CLEAVINGER RM 2                      95.442 METERS 18606     |
 EO0621|---------------------------------------------------------------------|
 EO0621
 EO0621                          SUPERSEDED SURVEY CONTROL
 EO0621
 EO0621  NAD 83(1986)-  34 17 12.18817(N)    102 19 52.25828(W) AD(       ) 2
 EO0621  NAD 27      -  34 17 11.89500(N)    102 19 50.59400(W) AD(       ) 2
 EO0621  NGVD 29 (07/19/86) 1143.0    (m)         3750.     (f) VERT ANG       
 EO0621
 EO0621.Superseded values are not recommended for survey control.
 EO0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0621.See file dsdata.txt to determine how the superseded data were derived.
 EO0621
 EO0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4566197172(NAD 83)
 EO0621_MARKER: DS = TRIANGULATION STATION DISK
 EO0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0621
 EO0621  HISTORY     - Date     Condition        Report By
 EO0621  HISTORY     - 1935     MONUMENTED       CGS
 EO0621  HISTORY     - 1938     GOOD             TXHD
 EO0621  HISTORY     - 1949     GOOD             CGS
 EO0621
 EO0621                          STATION DESCRIPTION
 EO0621
 EO0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0621'STATION IS ABOUT 4-1/2 MILES NNW OF THE SPRING LAKE POST OFFICE,
 EO0621'ON PROPERTY OWNED BY MR. N.F. CLEAVINGER, IN SECTION 43 OF
 EO0621'HALSELLS SUBDIVISION NO. 1, ABOUT 100 YARDS N OF A FARMHOUSE,
 EO0621'139 FEET S OF A WINDMILL AND WELL, 13 FEET S OF AN E-W FENCE.
 EO0621'THE MARK PROJECTS 8 INCHES.
 EO0621'
 EO0621'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0621'BRONZE DISKS SET IN CONCRETE.
 EO0621'
 EO0621'REFERENCE MARK NO. 1 IS E OF THE STATION AND IN A N-S FENCE.
 EO0621'THE MARK PROJECTS 4 INCHES.
 EO0621'
 EO0621'REFERENCE MARK NO. 2 IS S OF THE STATION, 5 FEET E OF A FENCE
 EO0621'CORNER, AND PROJECTS 6 INCHES.
 EO0621'
 EO0621'AZIMUTH MARK IS ABOUT 0.4 MILE SSE OF THE STATION, ABOUT 0.15
 EO0621'MILE E OF A ROAD INTERSECTION, 20 FEET N OF THE CENTER LINE
 EO0621'OF THE ROAD, 2 FEET N OF THE FENCE ON THE N SIDE OF THE ROAD.
 EO0621'THE MARK PROJECTS 8 INCHES.
 EO0621'
 EO0621'THE STATION IS REACHED FROM THE SPRING LAKE POST OFFICE BY
 EO0621'GOING N 4.0 MILES, TURN W AND GO 1.5 MILES, TURN S ON A FARM
 EO0621'ROAD AND GO 0.3 MILE TO THE FARM BUILDINGS AND THE STATION.
 EO0621'
 EO0621'A 50-FOOT TOWER CLEARED ALL LINES.
 EO0621'
 EO0621'DISTANCE BETWEEN REFERENCE MARKS NOT TAPED.  BARN ON LINE.
 EO0621
 EO0621                          STATION RECOVERY (1938)
 EO0621
 EO0621'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0621'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 EO0621'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 EO0621
 EO0621                          STATION RECOVERY (1949)
 EO0621
 EO0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 EO0621'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 EO0621'
 EO0621'HOUSE DESCRIBED IN ORIGINAL DESCRIPTION IS GONE.  WINDMILL
 EO0621'PRACTICALLY GONE.  AREA AROUND STATION IS NOW COVERED WITH WEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3091 ***********************************************************************
 CS3091  DESIGNATION -  CLEBURNE
 CS3091  PID         -  CS3091
 CS3091  STATE/COUNTY-  TX/JOHNSON
 CS3091  USGS QUAD   -  CLEBURNE EAST (1978)
 CS3091
 CS3091                         *CURRENT SURVEY CONTROL
 CS3091  ___________________________________________________________________
 CS3091* NAD 83(1993)-  32 19 46.41910(N)    097 21 21.65534(W)     ADJUSTED  
 CS3091* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 CS3091  ___________________________________________________________________
 CS3091  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CS3091  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CS3091
 CS3091  HORZ ORDER  -  FIRST
 CS3091
 CS3091.The horizontal coordinates were established by classical geodetic methods
 CS3091.and adjusted by the National Geodetic Survey in February 1996..
 CS3091
 CS3091.The orthometric height was scaled from a topographic map.
 CS3091
 CS3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3091
 CS3091.The geoid height was determined by GEOID03.
 CS3091
 CS3091;                    North         East     Units Scale Factor Converg.
 CS3091;SPC TXNC     - 2,074,095.983   707,702.900   MT  0.99995143   +0 37 26.1
 CS3091;SPC TXNC     - 6,804,763.24  2,321,855.26   sFT  0.99995143   +0 37 26.1
 CS3091;UTM  14      - 3,578,153.352   654,734.299   MT  0.99989526   +0 52 45.7
 CS3091
 CS3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3091!SPC TXNC     -   0.99996334  x   0.99995143  =   0.99991477
 CS3091!UTM  14      -   0.99996334  x   0.99989526  =   0.99985860
 CS3091
 CS3091:                Primary Azimuth Mark                     Grid Az
 CS3091:SPC TXNC     -  KEENE SW JUNIOR COLLEGE TANK             019 10 34.9
 CS3091:UTM  14      -  KEENE SW JUNIOR COLLEGE TANK             018 55 15.3
 CS3091
 CS3091|---------------------------------------------------------------------|
 CS3091| PID    Reference Object                     Distance      Geod. Az  |
 CS3091|                                                           dddmmss.s |
 CS3091| CS3087 KEENE SW JUNIOR COLLEGE TANK        APPROX. 8.0 KM 0194801.0 |
 CS3091| CX9251 CLEBURNE RM 1                        29.035 METERS 16843     |
 CS3091| CS3095 ROBINSON                            APPROX.12.2 KM 2570547.1 |
 CS3091| CX9252 CLEBURNE RM 2                        26.663 METERS 26417     |
 CS3091| CS3104 CLEBURNE MUNICIPAL STANDPIPE        APPROX. 4.5 KM 3034047.5 |
 CS3091| CS3098 CLEBURNE JOHNSON CO CTHSE TWR       APPROX. 3.5 KM 3043300.4 |
 CS3091| CS3100 CLEBURNE SANTA FE RR RDHSE SK       APPROX. 3.7 KM 3211109.8 |
 CS3091| CX9250 CLEBURNE AZ MK                                     3224220.0 |
 CS3091| CS3099 CLEBURNE MUNICIPAL TANK             APPROX. 5.4 KM 3241504.0 |
 CS3091|---------------------------------------------------------------------|
 CS3091
 CS3091                          SUPERSEDED SURVEY CONTROL
 CS3091
 CS3091  NAD 83(1986)-  32 19 46.42436(N)    097 21 21.63543(W) AD(       ) 1
 CS3091  NAD 27      -  32 19 45.90200(N)    097 21 20.57700(W) AD(       ) 1
 CS3091
 CS3091.Superseded values are not recommended for survey control.
 CS3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3091.See file dsdata.txt to determine how the superseded data were derived.
 CS3091
 CS3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5473478153(NAD 83)
 CS3091_MARKER: DD = SURVEY DISK
 CS3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3091
 CS3091  HISTORY     - Date     Condition        Report By
 CS3091  HISTORY     - 1946     MONUMENTED       CGS
 CS3091  HISTORY     - 1948     GOOD             CGS
 CS3091  HISTORY     - 1953     GOOD             CGS
 CS3091  HISTORY     - 19940325 GOOD             USPSQD
 CS3091
 CS3091                          STATION DESCRIPTION
 CS3091
 CS3091'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3091'STATION IS ABOUT 2 MILES SE OF THE CENTER OF THE TOWN OF CLEBURNE,
 CS3091'ON THE HIGHEST POINT OF THE WOODED HILLS ON THE E SIDE OF THE
 CS3091'FLATS, ON THE PLEMMONS BROTHERS BAKERY AND FARM.  IT IS 19
 CS3091'FEET S OF THE MOST SW CORNER OF THE BAKERY BUILDING AND 7 FEET
 CS3091'NE OF A WHITE WOODEN WITNESS POST.
 CS3091'
 CS3091'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3091'IN THE TOP OF CONCRETE POSTS.  STATION DISK IS STAMPED CLEBURNE
 CS3091'1946 AND PROJECTS 3 INCHES.
 CS3091'
 CS3091'REFERENCE MARK 1 IS 95.30 FEET SE OF THE STATION AND 8 FEET N
 CS3091'OF A 6-INCH PECAN TREE.  IT IS A BRONZE REFERENCE DISK, STAMPED
 CS3091'CLEBURNE NO 1 1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS3091'IT PROJECTS 2 INCHES.
 CS3091'
 CS3091'REFERENCE MARK 2 IS 87.48 FEET SW OF THE STATION, 36 FEET E
 CS3091'OF THE SE CORNER OF THE BARN, AND 2 FEET SE OF A FENCE LINE.
 CS3091'IT IS A BRONZE REFERENCE DISK, STAMPED CLEBURNE NO 2 1946 AND
 CS3091'SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS 2 INCHES.
 CS3091'
 CS3091'AZIMUTH MARK IS APPROXIMATELY 1 MILE NW OF THE STATION, 55
 CS3091'FEET W OF THE NW CORNER OF A WOODEN BRIDGE, 37 FEET SW OF THE
 CS3091'APPROXIMATE CENTER LINE OF THE ROAD, 4 FEET S OF A WHITE WOODEN
 CS3091'WITNESS POST, 2.5 FEET S OF A TELEPHONE POLE, AND 1 FOOT SW OF
 CS3091'A FENCE LINE.  IT IS A BRONZE AZIMUTH DISK, STAMPED CLEBURNE
 CS3091'1946 AND SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS 6
 CS3091'INCHES.
 CS3091'
 CS3091'TO REACH THE STATION FROM THE SW CORNER OF THE COURTHOUSE
 CS3091'SQUARE IN CLEBURNE, GO S ON STATE HIGHWAY 22 FOR 0.5 MILE
 CS3091'TO SECOND STREET AND A SERVICE STATION ON THE LEFT.  TURN LEFT
 CS3091'HERE AND GO E ON SECOND STREET 0.9 MILE TO A CEMETERY ON THE
 CS3091'LEFT AND A GRADED GRAVEL ROAD RIGHT.  TURN RIGHT AND PROCEED
 CS3091'0.2 MILE TO A SMALL WOODEN BRIDGE AND THE AZIMUTH MARK ON
 CS3091'THE RIGHT AS DESCRIBED.  CONTINUE AHEAD 0.3 MILE TO A FORK,
 CS3091'GO STRAIGHT AHEAD ON THE RIGHT FORK 0.65 MILE TO A FARM ROAD
 CS3091'RIGHT.  HERE TURN RIGHT, SW, AND GO UP THE SLOPE 0.1 MILE TO
 CS3091'THE TOP OF THE HILL AT THE PLEMMONS HOUSE ON THE RIGHT, THE
 CS3091'BAKERY BUILDING ON THE LEFT, AND THE MARK ON THE S SIDE OF
 CS3091'THE BAKERY AS DESCRIBED.
 CS3091'
 CS3091'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3091
 CS3091                          STATION RECOVERY (1948)
 CS3091
 CS3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3091'THE STATION WAS FOUND AS DESCRIBED, EXCEPT THE DISTANCE TO
 CS3091'R.M. NO. 1 DID NOT CHECK WITH THE 1948 MEASUREMENT, ALL MARKS ARE
 CS3091'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CS3091'
 CS3091'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CLEBURNE,
 CS3091'ON THE HIGHEST POINT OF A WOODED HILL AT THE PLEMONS BROTHERS
 CS3091'BAKERY AND FARM HOME.  IT IS 19 FEET SOUTHEAST OF THE SOUTHEAST
 CS3091'CORNER OF THE BAKERY BUILDING AND 7 FEET SOUTHWEST OF A WITNESS
 CS3091'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 CS3091'CLEBURNE 1946.
 CS3091'
 CS3091'REFERENCE MARK NO. 1 IS 95.26 FEET SOUTH-SOUTHEAST OF THE
 CS3091'STATION AND 8 FEET NORTH-NORTHWEST OF A 6 INCH PECAN TREE.
 CS3091'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CLEBURNE
 CS3091'NO 1 1946.
 CS3091'
 CS3091'REFERENCE MARK NO. 2 IS 87.48 FEET WEST-SOUTHWEST OF THE STATION,
 CS3091'36 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN AND
 CS3091'1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 CS3091'DISK IS STAMPED CLEBURNE NO2 1946.
 CS3091'
 CS3091'AZIMUTH MARK IS ABOUT 1 MILE NORTHWEST OF THE STATION, 55 FEET
 CS3091'WEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE, 37 FEET
 CS3091'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTH OF A
 CS3091'WITNESS POST AND 2.5 FEET SOUTH OF A TELEPHONE POLE.  THE MARK
 CS3091'PROJECTS 4 INCHES AND THE DISK IS STAMPED CLEBURNE 1946.
 CS3091'
 CS3091'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT
 CS3091'HOUSE SQUARE IN CLEBURNE, GO SOUTH ON STATE HIGHWAY 171 FOR
 CS3091'0.5 MILE TO SECOND STREET, TURN LEFT ON SECOND STREET FOR 0.9
 CS3091'MILE TO A CEMETERY ON THE LEFT AND A GRAVEL ROAD RIGHT, TURN
 CS3091'RIGHT FOR 0.3 MILE TO A SMALL WOODEN BRIDGE AND THE AZIMUTH
 CS3091'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE ON FOR 1.0 MILE TO A
 CS3091'FARM ROAD RIGHT, TURN RIGHT FOR 0.15 MILE TO THE PLEMONS
 CS3091'BROTHERS BAKERY AND HOME.  THE STATION IS ON THE SOUTH SIDE OF
 CS3091'THE BAKERY BUILDING AS DESCRIBED.
 CS3091'
 CS3091'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 CS3091'
 CS3091'A 47 FOOT SIGNAL AT RIO 1944 CAN BE SEEN FROM A 20 FOOT STAND.
 CS3091'
 CS3091'A 47 FOOT SIGNAL AT NOLAN CAN BE SEEN FROM A 20 FOOT STAND.
 CS3091'
 CS3091'AN 87 FOOT SIGNAL AT PARKER CAN BE SEEN FROM A 37 FOOT TOWER.
 CS3091'
 CS3091'AN 87 FOOT SIGNAL AT KEENE CAN BE SEEN FROM A 37 FOOT TOWER.
 CS3091'
 CS3091'A 47 FOOT SIGNAL AT CADDO 1946 CAN BE SEEN FROM A 37 FOOT TOWER.
 CS3091'
 CS3091'A 74 FOOT SIGNAL AT BUFFALO CAN BE SEEN FROM A 50 FOOT TOWER.
 CS3091'
 CS3091'AN 87 FOOT SIGNAL AT LOCKETT CAN BE SEEN FROM A 50 FOOT TOWER.
 CS3091'
 CS3091'A 4 FOOT SIGNAL AT ROCK CAN BE SEEN FROM A 50 FOOT TOWER.
 CS3091'
 CS3091'A 4 FOOT SIGNAL AT ROBINSON CAN BE SEEN FROM A 50 FOOT TOWER.
 CS3091'
 CS3091'AN 87 FOOT SIGNAL AT SOUTH CAN BE SEEN FROM A 50 FOOT TOWER.
 CS3091'
 CS3091'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3091
 CS3091                          STATION RECOVERY (1953)
 CS3091
 CS3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3091'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3091'DESCRIBED.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION
 CS3091'DUE TO DENSE TIMBER AND BUILDINGS NEAR THE STATION.
 CS3091
 CS3091                          STATION RECOVERY (1994)
 CS3091
 CS3091'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3098 ***********************************************************************
 CS3098  DESIGNATION -  CLEBURNE JOHNSON CO CTHSE TWR
 CS3098  PID         -  CS3098
 CS3098  STATE/COUNTY-  TX/JOHNSON
 CS3098  USGS QUAD   -  CLEBURNE WEST (1978)
 CS3098
 CS3098                         *CURRENT SURVEY CONTROL
 CS3098  ___________________________________________________________________
 CS3098* NAD 83(1993)-  32 20 50.02534(N)    097 23 10.49606(W)     ADJUSTED  
 CS3098* NAVD 88     -                                                        
 CS3098  ___________________________________________________________________
 CS3098  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 CS3098  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS3098
 CS3098  HORZ ORDER  -  THIRD
 CS3098
 CS3098.The horizontal coordinates were established by classical geodetic methods
 CS3098.and adjusted by the National Geodetic Survey in February 1996..
 CS3098
 CS3098
 CS3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3098
 CS3098.The geoid height was determined by GEOID03.
 CS3098
 CS3098;                    North         East     Units Scale Factor Converg.
 CS3098;SPC TXNC     - 2,076,024.486   704,835.837   MT  0.99994763   +0 36 26.8
 CS3098;SPC TXNC     - 6,811,090.33  2,312,448.91   sFT  0.99994763   +0 36 26.8
 CS3098;UTM  14      - 3,580,068.920   651,858.826   MT  0.99988439   +0 51 49.0
 CS3098
 CS3098                          SUPERSEDED SURVEY CONTROL
 CS3098
 CS3098  NAD 83(1986)-  32 20 50.03037(N)    097 23 10.47609(W) AD(       ) 4
 CS3098  NAD 27      -  32 20 49.51200(N)    097 23 09.41900(W) AD(       ) 3
 CS3098
 CS3098.Superseded values are not recommended for survey control.
 CS3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3098.See file dsdata.txt to determine how the superseded data were derived.
 CS3098
 CS3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5185980069(NAD 83)
 CS3098_MARKER: 86 = CUPOLA
 CS3098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3098+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2002
 CS3098
 CS3098  HISTORY     - Date     Condition        Report By
 CS3098  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS3098  HISTORY     - 1947     GOOD             CGS
 CS3098  HISTORY     - 19940325 GOOD             USPSQD
 CS3098  HISTORY     - 19990605 GOOD             USPSQD
 CS3098  HISTORY     - 20020929 GOOD             GEOCAC
 CS3098
 CS3098                          STATION DESCRIPTION
 CS3098
 CS3098'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3098'LARGE BRICK BUILDING SITTING IN MIDDLE OF SQUARE AT JUNCTION
 CS3098'OF U.S. HIGHWAY 67 AND STATE HIGHWAY 171 IN CLEBURNE.
 CS3098
 CS3098                          STATION RECOVERY (1947)
 CS3098
 CS3098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS3098'THE STATION IS IN THE TOWN OF CLEBURNE AND IS A LARGE, SILVER
 CS3098'COLORED DOME ON TOP OF A CLOCK TOWER, WHICH SET IN THE CENTER
 CS3098'OF THE COURT HOUSE.  A 20 FOOT FLAG POLE SETS IN THE CENTER OF
 CS3098'THE DOME.  THIS IS THE POINT THAT WAS INTERSECTED.
 CS3098
 CS3098                          STATION RECOVERY (1994)
 CS3098
 CS3098'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3098'RECOVERED IN GOOD CONDITION.
 CS3098
 CS3098                          STATION RECOVERY (1999)
 CS3098
 CS3098'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3098'RECOVERED IN GOOD CONDITION.
 CS3098
 CS3098                          STATION RECOVERY (2002)
 CS3098
 CS3098'RECOVERY NOTE BY GEOCACHING 2002 (MEW)
 CS3098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3099 ***********************************************************************
 CS3099  DESIGNATION -  CLEBURNE MUNICIPAL TANK
 CS3099  PID         -  CS3099
 CS3099  STATE/COUNTY-  TX/JOHNSON
 CS3099  USGS QUAD   -  CLEBURNE WEST (1978)
 CS3099
 CS3099                         *CURRENT SURVEY CONTROL
 CS3099  ___________________________________________________________________
 CS3099* NAD 83(1993)-  32 22 08.73017(N)    097 23 22.38005(W)     ADJUSTED  
 CS3099* NAVD 88     -                                                        
 CS3099  ___________________________________________________________________
 CS3099  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 CS3099  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS3099
 CS3099  HORZ ORDER  -  THIRD
 CS3099
 CS3099.The horizontal coordinates were established by classical geodetic methods
 CS3099.and adjusted by the National Geodetic Survey in February 1996..
 CS3099
 CS3099
 CS3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3099
 CS3099.The geoid height was determined by GEOID03.
 CS3099
 CS3099;                    North         East     Units Scale Factor Converg.
 CS3099;SPC TXNC     - 2,078,445.323   704,499.495   MT  0.99994305   +0 36 20.3
 CS3099;SPC TXNC     - 6,819,032.70  2,311,345.43   sFT  0.99994305   +0 36 20.3
 CS3099;UTM  14      - 3,582,488.079   651,511.673   MT  0.99988309   +0 51 44.5
 CS3099
 CS3099                          SUPERSEDED SURVEY CONTROL
 CS3099
 CS3099  NAD 83(1986)-  32 22 08.73486(N)    097 23 22.36015(W) AD(       ) 4
 CS3099  NAD 27      -  32 22 08.21900(N)    097 23 21.29800(W) AD(       ) 3
 CS3099
 CS3099.Superseded values are not recommended for survey control.
 CS3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3099.See file dsdata.txt to determine how the superseded data were derived.
 CS3099
 CS3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5151282488(NAD 83)
 CS3099_MARKER: 51 = TANK
 CS3099
 CS3099  HISTORY     - Date     Condition        Report By
 CS3099  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS3099  HISTORY     - 1948     GOOD             CGS
 CS3099  HISTORY     - 1953     GOOD             CGS
 CS3099  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 CS3099  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS3099
 CS3099                          STATION DESCRIPTION
 CS3099
 CS3099'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3099'SILVER PAINTED WATER TOWER ABOUT 50 FEET HIGH, LOCATED IN THE
 CS3099'N PART OF CLEBURNE.
 CS3099'
 CS3099'TO REACH FROM COURTHOUSE AND JUNCTION OF U.S. HIGHWAY 67, STATE
 CS3099'HIGHWAYS 171 AND 174 GO N ON HIGHWAY 174 AND 171 FOR ABOUT
 CS3099'1.2 MILES TO SIGN ON RIGHT OVER-PASS SERVICE STATION AND GROCERY,
 CS3099'TURN RIGHT OR E AND GO 0.25 MILES TO RAILROAD CROSSING, CONTINUE
 CS3099'E 0.15 MILE TO TOWER.
 CS3099
 CS3099                          STATION RECOVERY (1948)
 CS3099
 CS3099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3099'THE STATION IS LOCATED IN THE NORTH PART OF THE CITY OF
 CS3099'CLEBURNE ABOUT 65 FEET NORTH OF AN EAST-WEST ROAD.
 CS3099'
 CS3099'THE TANK IS OF STEEL CONSTRUCTION, FOUR-LEGGED, 25 FEET SQUARE
 CS3099'AT THE BASE, PAINTED SILVER AND 75 FEET HIGH.
 CS3099'
 CS3099'THE POINT INTERSECTED WAS A BALL AT THE APEX OF THE TANK.
 CS3099'
 CS3099'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CLEBURNE,
 CS3099'GO WEST ON EAST HENDERSON ST. FOR 0.2 MILE (3 BLOCKS) TO
 CS3099'NORTH MAIN ST.  TURN RIGHT AND GO NORTH ON NORTH MAIN ST. FOR
 CS3099'1.2 MILE TO BOONE ST.  TURN RIGHT AND GO EAST ON BOONE ST. FOR
 CS3099'0.6 MILE.  TURN LEFT AND GO NORTH FOR 0.3 MILE.  TURN RIGHT
 CS3099'AND GO EAST FOR 0.2 MILE TO THE TANK ON THE LEFT.
 CS3099
 CS3099                          STATION RECOVERY (1953)
 CS3099
 CS3099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3099'THIS INTERSECTION STATION IS STILL IN PLACE AS DESCRIBED.
 CS3099
 CS3099                          STATION RECOVERY (1994)
 CS3099
 CS3099'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3099'MARK NOT FOUND.
 CS3099
 CS3099                          STATION RECOVERY (1999)
 CS3099
 CS3099'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3104 ***********************************************************************
 CS3104  DESIGNATION -  CLEBURNE MUNICIPAL STANDPIPE
 CS3104  PID         -  CS3104
 CS3104  STATE/COUNTY-  TX/JOHNSON
 CS3104  USGS QUAD   -  CLEBURNE WEST (1978)
 CS3104
 CS3104                         *CURRENT SURVEY CONTROL
 CS3104  ___________________________________________________________________
 CS3104* NAD 83(1993)-  32 21 07.84454(N)    097 23 45.63964(W)     ADJUSTED  
 CS3104* NAVD 88     -                                                        
 CS3104  ___________________________________________________________________
 CS3104  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 CS3104  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS3104
 CS3104  HORZ ORDER  -  THIRD
 CS3104
 CS3104.The horizontal coordinates were established by classical geodetic methods
 CS3104.and adjusted by the National Geodetic Survey in February 1996..
 CS3104
 CS3104
 CS3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3104
 CS3104.The geoid height was determined by GEOID03.
 CS3104
 CS3104;                    North         East     Units Scale Factor Converg.
 CS3104;SPC TXNC     - 2,076,563.622   703,911.209   MT  0.99994658   +0 36 07.6
 CS3104;SPC TXNC     - 6,812,859.15  2,309,415.36   sFT  0.99994658   +0 36 07.6
 CS3104;UTM  14      - 3,580,603.881   650,931.856   MT  0.99988092   +0 51 30.6
 CS3104
 CS3104                          SUPERSEDED SURVEY CONTROL
 CS3104
 CS3104  NAD 83(1986)-  32 21 07.84936(N)    097 23 45.61951(W) AD(       ) 4
 CS3104  NAD 27      -  32 21 07.33200(N)    097 23 44.56000(W) AD(       ) 3
 CS3104
 CS3104.Superseded values are not recommended for survey control.
 CS3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3104.See file dsdata.txt to determine how the superseded data were derived.
 CS3104
 CS3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5093280604(NAD 83)
 CS3104_MARKER: 52 = STANDPIPE TANK
 CS3104
 CS3104  HISTORY     - Date     Condition        Report By
 CS3104  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS3104  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 CS3104  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS3104
 CS3104                          STATION DESCRIPTION
 CS3104
 CS3104'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS3104'THE STATION IS LOCATED IN THE TOWN OF CLEBURNE, ON MITCHELL
 CS3104'AVENUE BETWEEN GRANBURY AND BAIRD STREETS.  IT IS A LARGE,
 CS3104'ROUND STEEL STAND PIPE APPROXIMATELY 60 FEET HIGH AND IS PAINTED
 CS3104'SILVER.
 CS3104'
 CS3104'THE POINT INTERSECTED WAS THE CENTER OF THE STAND PIPE.
 CS3104
 CS3104                          STATION RECOVERY (1994)
 CS3104
 CS3104'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3104'MARK NOT FOUND.
 CS3104
 CS3104                          STATION RECOVERY (1999)
 CS3104
 CS3104'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3111 ***********************************************************************
 CS3111  DESIGNATION -  CLEBURNE RADIO STA KCLE TOWER
 CS3111  PID         -  CS3111
 CS3111  STATE/COUNTY-  TX/JOHNSON
 CS3111  USGS QUAD   -  JOSHUA (1978)
 CS3111
 CS3111                         *CURRENT SURVEY CONTROL
 CS3111  ___________________________________________________________________
 CS3111* NAD 83(1993)-  32 23 05.59656(N)    097 23 47.31035(W)     ADJUSTED  
 CS3111* NAVD 88     -                                                        
 CS3111  ___________________________________________________________________
 CS3111  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 CS3111  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS3111
 CS3111  HORZ ORDER  -  THIRD
 CS3111
 CS3111.The horizontal coordinates were established by classical geodetic methods
 CS3111.and adjusted by the National Geodetic Survey in February 1996..
 CS3111
 CS3111
 CS3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3111
 CS3111.The geoid height was determined by GEOID03.
 CS3111
 CS3111;                    North         East     Units Scale Factor Converg.
 CS3111;SPC TXNC     - 2,080,189.954   703,829.431   MT  0.99993983   +0 36 06.7
 CS3111;SPC TXNC     - 6,824,756.54  2,309,147.06   sFT  0.99993983   +0 36 06.7
 CS3111;UTM  14      - 3,584,229.583   650,833.833   MT  0.99988056   +0 51 32.5
 CS3111
 CS3111                          SUPERSEDED SURVEY CONTROL
 CS3111
 CS3111  NAD 83(1986)-  32 23 05.60112(N)    097 23 47.29074(W) AD(       ) 4
 CS3111  NAD 27      -  32 23 05.08700(N)    097 23 46.23000(W) AD(       ) 3
 CS3111
 CS3111.Superseded values are not recommended for survey control.
 CS3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3111.See file dsdata.txt to determine how the superseded data were derived.
 CS3111
 CS3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5083484230(NAD 83)
 CS3111_MARKER: 43 = RADIO/TV TOWER
 CS3111
 CS3111  HISTORY     - Date     Condition        Report By
 CS3111  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS3111  HISTORY     - 1953     GOOD             CGS
 CS3111  HISTORY     - 19910417 GOOD             USPSQD
 CS3111  HISTORY     - 19940328 GOOD             USPSQD
 CS3111
 CS3111                          STATION DESCRIPTION
 CS3111
 CS3111'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS3111'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE CENTER OF
 CS3111'CLEBURNE AND ABOUT 0.3 MILE WEST OF STATE HIGHWAY 174.  IT
 CS3111'IS A STEEL STRUCTURE 250 FEET HIGH.
 CS3111'
 CS3111'THE POINT INTERSECTED WAS THE TOP OF THE TOWER.
 CS3111'
 CS3111'TO REACH FROM THE CENTER OF CLEBURNE, GO NORTH ON STATE
 CS3111'HIGHWAY 174 FOR 2.7 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 CS3111'GO 0.3 MILE TO A DRIVEWAY RIGHT, WHICH LEADS TO THE STATION.
 CS3111
 CS3111                          STATION RECOVERY (1953)
 CS3111
 CS3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3111'THIS INTERSECTION STATION IS STILL IN PLACE AS DESCRIBED.
 CS3111
 CS3111                          STATION RECOVERY (1991)
 CS3111
 CS3111'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS3111'RECOVERED IN GOOD CONDITION.
 CS3111
 CS3111                          STATION RECOVERY (1994)
 CS3111
 CS3111'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3100 ***********************************************************************
 CS3100  DESIGNATION -  CLEBURNE SANTA FE RR RDHSE SK
 CS3100  PID         -  CS3100
 CS3100  STATE/COUNTY-  TX/JOHNSON
 CS3100  USGS QUAD   -  CLEBURNE WEST (1978)
 CS3100
 CS3100                         *CURRENT SURVEY CONTROL
 CS3100  ___________________________________________________________________
 CS3100* NAD 83(1993)-  32 21 20.92873(N)    097 22 51.23150(W)     ADJUSTED  
 CS3100* NAVD 88     -                                                        
 CS3100  ___________________________________________________________________
 CS3100  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 CS3100  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CS3100
 CS3100  HORZ ORDER  -  THIRD
 CS3100
 CS3100.The horizontal coordinates were established by classical geodetic methods
 CS3100.and adjusted by the National Geodetic Survey in February 1996..
 CS3100
 CS3100
 CS3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3100
 CS3100.The geoid height was determined by GEOID03.
 CS3100
 CS3100;                    North         East     Units Scale Factor Converg.
 CS3100;SPC TXNC     - 2,076,981.670   705,329.385   MT  0.99994581   +0 36 37.3
 CS3100;SPC TXNC     - 6,814,230.70  2,314,068.16   sFT  0.99994581   +0 36 37.3
 CS3100;UTM  14      - 3,581,028.243   652,348.058   MT  0.99988622   +0 52 00.0
 CS3100
 CS3100                          SUPERSEDED SURVEY CONTROL
 CS3100
 CS3100  NAD 83(1986)-  32 21 20.93373(N)    097 22 51.21163(W) AD(       ) 4
 CS3100  NAD 27      -  32 21 20.41800(N)    097 22 50.15700(W) AD(       ) 3
 CS3100
 CS3100.Superseded values are not recommended for survey control.
 CS3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3100.See file dsdata.txt to determine how the superseded data were derived.
 CS3100
 CS3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5234881028(NAD 83)
 CS3100_MARKER: 63 = STACK
 CS3100
 CS3100  HISTORY     - Date     Condition        Report By
 CS3100  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS3100  HISTORY     - 1948     GOOD             CGS
 CS3100  HISTORY     - 19940325 GOOD             USPSQD
 CS3100  HISTORY     - 19990605 GOOD             USPSQD
 CS3100
 CS3100                          STATION DESCRIPTION
 CS3100
 CS3100'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3100'TO REACH FROM THE NW CORNER OF COURTHOUSE AND JUNCTION OF
 CS3100'U.S. HIGHWAY 67, STATE HIGHWAYS 171 AND 174 IN CLEBURNE, GO E ON
 CS3100'HIGHWAY 67 FOR 0.5 MILE TO A LARGE BRICK BAPTIST CHURCH, TURN
 CS3100'LEFT AND GO 0.5 MILE, TURN LEFT, GO 0.15 MILE TO STACK.  STACK
 CS3100'IS LOCATED AT THE SANTA FE RAILROAD ROUNDHOUSE.
 CS3100'
 CS3100'IT IS MADE OF CONCRETE AND IS ABOUT 150 FEET HIGH.
 CS3100
 CS3100                          STATION RECOVERY (1948)
 CS3100
 CS3100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3100'THE STATION IS LOCATED ON NORTH BRAZOS AVENUE IN THE NORTHEAST
 CS3100'PART OF CLEBURNE, ON THE GROUNDS OF THE SANTA FE SHOPS.  IT
 CS3100'IS A CYLINDRICAL, CONCRETE STACK APPROXIMATELY 200 FEET HIGH.
 CS3100'
 CS3100'THE POINT INTERSECTED WAS THE CENTER OF THE STACK.
 CS3100
 CS3100                          STATION RECOVERY (1994)
 CS3100
 CS3100'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3100'RECOVERED IN GOOD CONDITION.
 CS3100
 CS3100                          STATION RECOVERY (1999)
 CS3100
 CS3100'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0593 ***********************************************************************
 AO0593  DESIGNATION -  CLEGG
 AO0593  PID         -  AO0593
 AO0593  STATE/COUNTY-  TX/LIVE OAK
 AO0593  USGS QUAD   -  CLEGG NE (1969)
 AO0593
 AO0593                         *CURRENT SURVEY CONTROL
 AO0593  ___________________________________________________________________
 AO0593* NAD 83(1993)-  28 11 24.34762(N)    098 15 24.91086(W)     ADJUSTED  
 AO0593* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 AO0593  ___________________________________________________________________
 AO0593  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AO0593  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AO0593
 AO0593  HORZ ORDER  -  SECOND
 AO0593
 AO0593.The horizontal coordinates were established by classical geodetic methods
 AO0593.and adjusted by the National Geodetic Survey in February 1996..
 AO0593
 AO0593.The orthometric height was scaled from a topographic map.
 AO0593
 AO0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0593
 AO0593.The geoid height was determined by GEOID03.
 AO0593
 AO0593;                    North         East     Units Scale Factor Converg.
 AO0593;SPC TXSC     - 4,039,773.278   672,966.065   MT  1.00006107   +0 21 50.6
 AO0593;SPC TXSC     -13,253,822.83  2,207,889.50   sFT  1.00006107   +0 21 50.6
 AO0593;SPC TX S     - 5,279,618.605   323,870.349   MT  1.00010978   +0 06 37.3
 AO0593;SPC TX S     -17,321,548.71  1,062,564.64   sFT  1.00010978   +0 06 37.3
 AO0593;UTM  14      - 3,118,484.060   572,934.055   MT  0.99966565   +0 21 03.8
 AO0593
 AO0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0593!SPC TXSC     -   0.99998227  x   1.00006107  =   1.00004334
 AO0593!SPC TX S     -   0.99998227  x   1.00010978  =   1.00009205
 AO0593!UTM  14      -   0.99998227  x   0.99966565  =   0.99964793
 AO0593
 AO0593|---------------------------------------------------------------------|
 AO0593| PID    Reference Object                     Distance      Geod. Az  |
 AO0593|                                                           dddmmss.s |
 AO0593| CV4576 CLEGG RM 1                           27.338 METERS 03950     |
 AO0593| CV4575 CLEGG AZ MK                                        0452250.1 |
 AO0593| CV4577 CLEGG RM 2                           18.117 METERS 16141     |
 AO0593|---------------------------------------------------------------------|
 AO0593
 AO0593                          SUPERSEDED SURVEY CONTROL
 AO0593
 AO0593  NAD 83(1986)-  28 11 24.35366(N)    098 15 24.88877(W) AD(       ) 2
 AO0593  NAD 27      -  28 11 23.33100(N)    098 15 23.86000(W) AD(       ) 2
 AO0593
 AO0593.Superseded values are not recommended for survey control.
 AO0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0593.See file dsdata.txt to determine how the superseded data were derived.
 AO0593
 AO0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS7293418484(NAD 83)
 AO0593_MARKER: DS = TRIANGULATION STATION DISK
 AO0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0593
 AO0593  HISTORY     - Date     Condition        Report By
 AO0593  HISTORY     - 1953     MONUMENTED       CGS
 AO0593  HISTORY     - 1963     GOOD             CGS
 AO0593  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AO0593
 AO0593                          STATION DESCRIPTION
 AO0593
 AO0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0593'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF GEORGE
 AO0593'WEST AND 0.3 MILE NORTHWEST OF FARM ROAD 202 ON THE TOP
 AO0593'OF A PROMINENT RIDGE.
 AO0593'
 AO0593'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AO0593'AND FARM ROAD 202 AT THE SOUTH EDGE OF GEORGE WEST, GO SOUTHWEST
 AO0593'ON FARM ROAD 202 FOR 12.1 MILES TO THE AZIMUTH MARK ON THE
 AO0593'LEFT.  CONTINUE SOUTHWEST ON THE HIGHWAY 0.95 MILE TO THE TOP
 AO0593'OF THE RIDGE AND A ROAD RIGHT, WHICH IS THE ENTRANCE TO
 AO0593'A CALICHE PIT.  TURN RIGHT, GO NORTH THROUGH PIT 0.3 MILE
 AO0593'TO AN EAST-WEST FENCE AND STATION.
 AO0593'
 AO0593'THE STATION MARK IS STAMPED CLEGG 1953.  IT IS A STANDARD
 AO0593'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 AO0593'IS 13 FEET SOUTH OF A WIRE FENCE.
 AO0593'
 AO0593'REFERENCE MARK 1 IS STAMPED CLEGG NO 1 1953.  IT IS A STANDARD
 AO0593'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 AO0593'IT IS 5 FEET SOUTH OF A WIRE FENCE.
 AO0593'
 AO0593'REFERENCE MARK 2 IS STAMPED CLEGG NO 2 1953.  IT IS A STANDARD
 AO0593'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 AO0593'IS 70 FEET SOUTH OF A WIRE FENCE.
 AO0593'
 AO0593'THE AZIMUTH MARK IS STAMPED CLEGG 1953.  IT IS A STANDARD
 AO0593'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 AO0593'IS 58 FEET EAST OF THE CENTER LINE OF FARM ROAD 202, 2 FEET
 AO0593'NORTH OF A WHITE WITNESS POST AND 2 FEET WEST OF A WIRE
 AO0593'FENCE.
 AO0593'
 AO0593'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AO0593
 AO0593                          STATION RECOVERY (1963)
 AO0593
 AO0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AO0593'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 AO0593'MARKS 1 AND 2 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AO0593'AZIMUTH MARK WAS NOT FOUND.  DIRECTIONS FOR PROCEEDING TO
 AO0593'STATION SITE ARE CORRECT.
 AO0593
 AO0593                          STATION RECOVERY (1969)
 AO0593
 AO0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (MDM)
 AO0593'STATION MARK AND R.M. 1 WERE DESTROYED.  REFERENCE MARK 2
 AO0593'AND AZIMUTH MARK (CLEGG NO 2 1953) BOTH RECOVERED IN GOOD
 AO0593'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1702 ***********************************************************************
 FL1702  DESIGNATION -  CLELLAND 2
 FL1702  PID         -  FL1702
 FL1702  STATE/COUNTY-  TX/CARSON
 FL1702  USGS QUAD   -  WHITE DEER SW (1966)
 FL1702
 FL1702                         *CURRENT SURVEY CONTROL
 FL1702  ___________________________________________________________________
 FL1702* NAD 83(1993)-  35 16 47.97297(N)    101 14 23.84072(W)     ADJUSTED  
 FL1702* NAVD 88     -      1025.     (meters)    3363.     (feet)  SCALED    
 FL1702  ___________________________________________________________________
 FL1702  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 FL1702  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1702
 FL1702  HORZ ORDER  -  THIRD
 FL1702
 FL1702.The horizontal coordinates were established by classical geodetic methods
 FL1702.and adjusted by the National Geodetic Survey in February 1996..
 FL1702.No horizontal observational check was made to the station.
 FL1702
 FL1702.The orthometric height was scaled from a topographic map.
 FL1702
 FL1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1702
 FL1702.The geoid height was determined by GEOID03.
 FL1702
 FL1702;                    North         East     Units Scale Factor Converg.
 FL1702;SPC TX N     - 1,142,029.060   223,655.748   MT  0.99991376   +0 09 02.5
 FL1702;SPC TX N     - 3,746,807.01    733,777.23   sFT  0.99991376   +0 09 02.5
 FL1702;UTM  14      - 3,906,394.553   296,281.616   MT  1.00011148   -1 17 39.1
 FL1702
 FL1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1702!SPC TX N     -   0.99984321  x   0.99991376  =   0.99975698
 FL1702!UTM  14      -   0.99984321  x   1.00011148  =   0.99995467
 FL1702
 FL1702|---------------------------------------------------------------------|
 FL1702| PID    Reference Object                     Distance      Geod. Az  |
 FL1702|                                                           dddmmss.s |
 FL1702| CJ6924 CLELLAND 2 RM 4                      16.433 METERS 00002     |
 FL1702| CJ6923 CLELLAND 2 RM 3                      30.078 METERS 08953     |
 FL1702| FL1701 CLELLAND                              6.838 METERS 09045     |
 FL1702| CJ6922 CLELLAND 2 AZ MK                                   1791123.8 |
 FL1702| CJ6919 CLELLAND AZ MK                                     1792247.5 |
 FL1702| FL1747 PANHANDLE MUNICIPAL TANK            APPROX.14.4 KM 2980909.9 |
 FL1702|---------------------------------------------------------------------|
 FL1702
 FL1702                          SUPERSEDED SURVEY CONTROL
 FL1702
 FL1702  NAD 83(1993)-  35 16 47.97629(N)    101 14 23.83799(W) AD(       ) 3
 FL1702  NAD 83(1986)-  35 16 47.97930(N)    101 14 23.83146(W) AD(       ) 3
 FL1702  NAD 27      -  35 16 47.80488(N)    101 14 22.25152(W) AD(       ) 3
 FL1702
 FL1702.Superseded values are not recommended for survey control.
 FL1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1702.See file dsdata.txt to determine how the superseded data were derived.
 FL1702
 FL1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9628206395(NAD 83)
 FL1702_MARKER: DS = TRIANGULATION STATION DISK
 FL1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1702
 FL1702  HISTORY     - Date     Condition        Report By
 FL1702  HISTORY     - 1966     MONUMENTED       CGS
 FL1702
 FL1702                          STATION DESCRIPTION
 FL1702
 FL1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 FL1702'THE STATION IS ABOUT 9 MILES SOUTHEAST OF PANHANDLE, 5 MILES
 FL1702'NORTH OF LARK, ALONG THE WEST SIDE OF A NORTH-SOUTH ROAD.
 FL1702'
 FL1702'TO REACH STATION FROM THE LARK GROCERY-CAFE-GAS STATION IN
 FL1702'LARK, GO NORTH ON THE FARM-TO-MARKET ROAD 4.05 MILES TO AZIMUTH
 FL1702'MARK ON THE RIGHT.  CONTINUE NORTH FOR 1.05 MILES TO STATION
 FL1702'ON THE LEFT.
 FL1702'
 FL1702'STATION MARKS ARE STANDARD DISKS, STAMPED CLELLAND 2 1966.
 FL1702'THE SURFACE STATION DISK IS SET IN A 12 IN X 12 IN CONCRETE
 FL1702'POST WHICH IS ABOUT 10 INCHES BELOW THE SURFACE OF GROUND.
 FL1702'IT IS 49 FEET WEST OF THE CENTER LINE OF ROAD, 1 FOOT NORTH
 FL1702'OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT
 FL1702'BASE STATION 272 + 53.
 FL1702'
 FL1702'UNDER GROUND STATION DISK IS SET IN AN IRREGULAR MASS OF
 FL1702'CONCRETE 40 INCHES BELOW THE SURFACE OF GROUND.
 FL1702'
 FL1702'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CLELLAND 2
 FL1702'NO 3 1966, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 FL1702'PROJECTS 4 INCHES.  IT IS 49 FEET EAST OF THE CENTER LINE
 FL1702'OF ROAD AND 1 FOOT SOUTH OF A 4 IN X 4 IN WOODEN WITNESS POST.
 FL1702'
 FL1702'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED CLELLAND 2
 FL1702'NO 4 1966, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 FL1702'PROJECTS 2 INCHES ABOUT 2 INCHES ABOVE SURFACE OF GROUND.
 FL1702'IT IS 49 FEET WEST OF THE CENTER LINE OF ROAD, 1 FOOT NORTH
 FL1702'OF A 4 IN X 4 IN WOODEN WITNESS POST, AND AT TEXAS HIGHWAY
 FL1702'DEPARTMENT BASE STATION 273 + 07.
 FL1702'
 FL1702'AZIMUTH MARK, A STANDARD DISK, STAMPED CLELLAND 2 1966, IS
 FL1702'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 5 INCHES
 FL1702'ABOVE SURFACE OF GROUND.  IT IS 503 FEET SOUTH OF AN EAST-WEST
 FL1702'FENCE LINE, 49 FEET EAST OF THE CENTER LINE OF ROAD, 1 FOOT
 FL1702'SOUTHWEST OF A METAL WITNESS POST AND AT TEXAS HIGHWAY
 FL1702'DEPARTMENT BASE STATION 214 + 60.
 FL1702'
 FL1702'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0886 ***********************************************************************
 DO0886  DESIGNATION -  CLEMENT
 DO0886  PID         -  DO0886
 DO0886  STATE/COUNTY-  TX/HASKELL
 DO0886  USGS QUAD   -  IRBY (1966)
 DO0886
 DO0886                         *CURRENT SURVEY CONTROL
 DO0886  ___________________________________________________________________
 DO0886* NAD 83(1993)-  33 10 35.53816(N)    099 35 26.53506(W)     ADJUSTED  
 DO0886* NAVD 88     -       447.8    (meters)    1469.     (feet)  VERTCON   
 DO0886  ___________________________________________________________________
 DO0886  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DO0886  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DO0886
 DO0886  HORZ ORDER  -  FIRST
 DO0886
 DO0886.The horizontal coordinates were established by classical geodetic methods
 DO0886.and adjusted by the National Geodetic Survey in February 1996..
 DO0886
 DO0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0886
 DO0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0886
 DO0886.The geoid height was determined by GEOID03.
 DO0886
 DO0886;                    North         East     Units Scale Factor Converg.
 DO0886;SPC TXNC     - 2,167,957.596   498,288.209   MT  0.99987499   -0 35 41.5
 DO0886;SPC TXNC     - 7,112,707.55  1,634,800.57   sFT  0.99987499   -0 35 41.5
 DO0886;UTM  14      - 3,671,013.634   444,928.637   MT  0.99963739   -0 19 23.7
 DO0886
 DO0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0886!SPC TXNC     -   0.99993426  x   0.99987499  =   0.99980926
 DO0886!UTM  14      -   0.99993426  x   0.99963739  =   0.99957168
 DO0886
 DO0886|---------------------------------------------------------------------|
 DO0886| PID    Reference Object                     Distance      Geod. Az  |
 DO0886|                                                           dddmmss.s |
 DO0886| CX6945 CLEMENT RM 1                         18.826 METERS 06031     |
 DO0886| AI0413 CLEMENT RM 3                                       0885657.4 |
 DO0886| CX6946 CLEMENT RM 2                         20.234 METERS 18208     |
 DO0886|---------------------------------------------------------------------|
 DO0886
 DO0886                          SUPERSEDED SURVEY CONTROL
 DO0886
 DO0886  NAD 83(1993)-  33 10 35.54106(N)    099 35 26.53368(W) AD(       ) 1
 DO0886  NAD 83(1986)-  33 10 35.54571(N)    099 35 26.52704(W) AD(       ) 1
 DO0886  NAD 27      -  33 10 35.17499(N)    099 35 25.21149(W) AD(       ) 1
 DO0886  NGVD 29 (07/19/86)  447.7    (m)         1469.     (f) VERT ANG       
 DO0886
 DO0886.Superseded values are not recommended for survey control.
 DO0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0886.See file dsdata.txt to determine how the superseded data were derived.
 DO0886
 DO0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB4492971014(NAD 83)
 DO0886_MARKER: DS = TRIANGULATION STATION DISK
 DO0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0886_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0886
 DO0886  HISTORY     - Date     Condition        Report By
 DO0886  HISTORY     - 1974     MONUMENTED       NGS
 DO0886  HISTORY     - 1982     GOOD             NGS
 DO0886
 DO0886                          STATION DESCRIPTION
 DO0886
 DO0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0886'THE STATION IS ABOUT 19 MILES NORTHEAST OF STAMFORD, 18-1/2 MILES
 DO0886'SOUTH OF MUNDAY, 8 MILES EAST OF HASKELL AND 7 MILES WEST OF THE
 DO0886'HASKELL THROCKMORTON COUNTY LINE.  IT IS ON PROPERTY OWNED BY
 DO0886'MR. JACK CLEMENT.  WHO LIVES 0.5 MILE SOUTH OF THE STATION.
 DO0886'
 DO0886'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND 380
 DO0886'AT THE NORTHWEST CORNER OF THE SQUARE IN HASKELL, GO EAST ON
 DO0886'U.S. HIGHWAY 380 FOR 8 MILES TO THE JUNCTION OF FARM ROAD 266
 DO0886'ON THE LEFT.  CONTINUE EAST ON HIGHWAY 380 FOR 0.6 MILE TO THE
 DO0886'STATION ON THE RIGHT, SOUTH SIDE OF ROAD.  JUST BEFORE REACHING
 DO0886'A CATTLE GUARD.  CONTINUE EAST ON HIGHWAY 380 FOR 0.9 MILE TO
 DO0886'REFERENCE MARK 3 ON THE LEFT, NORTH SIDE OF ROAD.  AS
 DO0886'DESCRIBED.
 DO0886'
 DO0886'STATION MARKS ARE STANDARD DISKS STAMPED CLEMENT 1974.  THE
 DO0886'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0886'MONUMENT THAT IS 6 INCHES BELOW GROUND SURFACE.  IT IS 88 FEET
 DO0886'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 380, 33 FEET
 DO0886'SOUTH-SOUTHEAST OF FENCE CORNER POST AND 8.7 FEET EAST OF METAL
 DO0886'WITNESS POST WITH SIGN ATTACHED, THAT IS SET IN THE NORTH-SOUTH
 DO0886'FENCELINE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 DO0886'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 DO0886'
 DO0886'REFERENCE MARK 1, A STANDARD DISK STAMPED CLEMENT NO 1 1974, IS
 DO0886'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0886'PROJECTS 1 INCH ABOVE GROUND SURFACE.  IT IS 69.4 FEET WEST OF
 DO0886'THE NORTHWEST CORNER OF CATTLE GUARD, 67 FEET EAST OF FENCE CORNER
 DO0886'POST, 56 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 380 AND 0.8
 DO0886'FEET SOUTH OF THE EAST-WEST FENCELINE.
 DO0886'
 DO0886'REFERENCE MARK 2, A STANDARD DISK STAMPED CLEMENT NO 2 1974, IS
 DO0886'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DO0886'SET FLUSH WITH GROUND SURFACE.  IT IS 98 FEET SOUTH OF FENCELINE
 DO0886'CORNER POST, 65 FEET SOUTH OF THE METAL WITNESS POST WITH SIGN
 DO0886'ATTACHED AND 0.8 FEET EAST OF NORTH-SOUTH FENCELINE.
 DO0886'
 DO0886'REFERENCE MARK 3, A STANDARD DISK STAMPED CLEMENT NO 3 1974, IS
 DO0886'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0886'PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT IS 52 FEET NORTH OF THE
 DO0886'CENTERLINE OF U.S. HIGHWAY 380, 2.8 FEET SOUTHEAST OF METAL
 DO0886'WITNESS POST WITH SIGN ATTACHED AND 1.5 FEET WEST OF POWERLINE
 DO0886'POLE.
 DO0886'
 DO0886'HEIGHT OF LIGHT ABOVE STATION MARK 14.66 METERS.
 DO0886
 DO0886                          STATION RECOVERY (1982)
 DO0886
 DO0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 DO0886'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1974.
 DO0886'REFERENCE MARK 1 APPEARED TO HAVE BEEN HIT AND IS LEANING SLIGHTLY.
 DO0886'A DIFFERENCE OF 6 MINUTES OF DIRECTION WAS NOTED.  THE DISTANCES TO
 DO0886'THE REFERENCE MARKS CHECKED WITH THE 1974 DATA.  THE PROPERTY IS NOW
 DO0886'OWNED BY J. HOOKER OF BRECKENRIDGE.  THE PROPERTY IS BEING LEASED BY
 DO0886'MR. W. W. WALTON OF BRECKENRIDGE AND HIS PHONE NUMBER IS
 DO0886'817-599-3301.  A CARETAKER IS USALLY PRESENT AT THE HOUSE JUST SOUTH
 DO0886'OF THE STATION.  THE STATION SHOULD NOT BE USED WITHOUT CHECKING WITH
 DO0886'ONE OF THE ABOVE PEOPLE AS THIS IS PRIVATE PROPERTY.
 DO0886'
 DO0886'THE STATION IS LOCATED 12.80 KM (8.0 MI) EAST OF HASKELL, 11.2 KM
 DO0886'(7.0 MI) WEST OF THE HASKELL-THROCKMORTON COUNTY LINE AND 0.96 KM
 DO0886'(0.6 MI) TO THE STATION ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY
 DO0886'FOR 1.52 KM (0.95 MI) TO REFERENCE MARK 3 ON THE LEFT.
 DO0886'
 DO0886'ALL OF THE MARKS ARE STANDARD DISKS SET IN THE TOP OF ROUND CONCRETE
 DO0886'MONUMENTS.
 DO0886'
 DO0886'THE STATION MARK, STAMPED---CLEMENT 1974---IS SET 10 INCHES BELOW THE
 DO0886'GROUND.  IT IS 26.82 METERS (88 FEET) SOUTH OF THE CENTERLINE OF THE
 DO0886'HIGHWAY, 10.06 METERS (33.0 FEET) SOUTH-SOUTHEAST OF A FENCE CORNER
 DO0886'AND 2.65 METERS (8.7 FEET) EAST OF A WITNESS POST SET IN A
 DO0886'NORTH-SOUTH FENCE LINE.
 DO0886'
 DO0886'REFERENCE MARK 1 IS STAMPED---CLEMENT NO 1 1974---AND PROJECTS 2
 DO0886'INCHES.  IT IS 21.15 METERS (69.4 FEET) WEST OF THE NORTHWEST CORNER
 DO0886'OF A CATTLE GUARD, 20.42 (67.0 FT) EAST OF A FENCE CORNER, 17.07
 DO0886'METERS (56.0 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 0.12
 DO0886'METER (0.4 FEET) SOUTH OF A FENCE.
 DO0886'
 DO0886'REFERENCE MARK 2 IS STAMPED---CLEMENT NO 2 1974---AND PROJECTS 2
 DO0886'INCHES.  IT IS 29.7 METERS (98.0 FEET) SOUTH OF THE FENCE CORNER AND
 DO0886'0.24 METER (0.8 FEET) EAST OF A NORTH-SOUTH FENCE.
 DO0886'
 DO0886'REFERENCE MARK 3 IS  STAMPED---CLEMENT NO 3 1974---AND PROJECTS 3
 DO0886'INCHES.  IT IS 15.85 METERS (52.0 FEET) NORTH OF THE CENTERLINE OF
 DO0886'THE HIGHWAY, 0.85 METER (2.8 FEET) SOUTHEAST OF A METAL WITNESS POST
 DO0886'AND 0.46 METER (1.5 FEET) WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0790 ***********************************************************************
 BN0790  DESIGNATION -  CLEO
 BN0790  PID         -  BN0790
 BN0790  STATE/COUNTY-  TX/KIMBLE
 BN0790  USGS QUAD   -  STARK CREEK (1987)
 BN0790
 BN0790                         *CURRENT SURVEY CONTROL
 BN0790  ___________________________________________________________________
 BN0790* NAD 83(1993)-  30 34 31.84946(N)    099 56 01.17518(W)     ADJUSTED  
 BN0790* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 BN0790  ___________________________________________________________________
 BN0790  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BN0790  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 BN0790
 BN0790  HORZ ORDER  -  SECOND
 BN0790
 BN0790.The horizontal coordinates were established by classical geodetic methods
 BN0790.and adjusted by the National Geodetic Survey in February 1996..
 BN0790
 BN0790.The orthometric height was scaled from a topographic map.
 BN0790
 BN0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0790
 BN0790.The geoid height was determined by GEOID03.
 BN0790
 BN0790;                    North         East     Units Scale Factor Converg.
 BN0790;SPC TX C     - 3,100,819.574   738,334.997   MT  0.99990919   +0 12 21.1
 BN0790;SPC TX C     -10,173,272.22  2,422,354.07   sFT  0.99990919   +0 12 21.1
 BN0790;UTM  14      - 3,382,930.806   410,472.876   MT  0.99969887   -0 28 29.9
 BN0790
 BN0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0790!SPC TX C     -   0.99989105  x   0.99990919  =   0.99980025
 BN0790!UTM  14      -   0.99989105  x   0.99969887  =   0.99958996
 BN0790
 BN0790:                Primary Azimuth Mark                     Grid Az
 BN0790:SPC TX C     -  CLEO AZ MK                               248 51 05.6
 BN0790:UTM  14      -  CLEO AZ MK                               249 31 56.6
 BN0790
 BN0790|---------------------------------------------------------------------|
 BN0790| PID    Reference Object                     Distance      Geod. Az  |
 BN0790|                                                           dddmmss.s |
 BN0790| CV4578 CLEO AZ MK                                         2490326.7 |
 BN0790| CV4579 CLEO RM 1                            17.260 METERS 29321     |
 BN0790| CV4580 CLEO RM 2                            22.625 METERS 35702     |
 BN0790|---------------------------------------------------------------------|
 BN0790
 BN0790                          SUPERSEDED SURVEY CONTROL
 BN0790
 BN0790  NAD 83(1986)-  30 34 31.85508(N)    099 56 01.16359(W) AD(       ) 2
 BN0790  NAD 27      -  30 34 31.18900(N)    099 55 59.90800(W) AD(       ) 2
 BN0790
 BN0790.Superseded values are not recommended for survey control.
 BN0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0790.See file dsdata.txt to determine how the superseded data were derived.
 BN0790
 BN0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU1047382931(NAD 83)
 BN0790_MARKER: DS = TRIANGULATION STATION DISK
 BN0790_SETTING: 66 = SET IN ROCK OUTCROP
 BN0790_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0790
 BN0790  HISTORY     - Date     Condition        Report By
 BN0790  HISTORY     - 1943     MONUMENTED       CGS
 BN0790
 BN0790                          STATION DESCRIPTION
 BN0790
 BN0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0790'THE STATION IS ABOUT 26 MILES SSW OF MENARD, 1-1/2 MILES,
 BN0790'AIR LINE, SW OF THE CLEO COUNTRY STORE ON THE SUMMIT OF
 BN0790'A PROMINENT HILL ON THE DIVIDE BETWEEN NEAR CREEK AND LLANO
 BN0790'RIVER.  IT IS ON THE HIGHEST PART OF THE BRUSH-COVERED HILL
 BN0790'AND IS 6 FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED
 BN0790'CLEO 1943 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BN0790'
 BN0790'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 BN0790'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BN0790'
 BN0790'REFERENCE MARK NO. 1 IS W BY S OF THE STATION AND LEVEL WITH
 BN0790'THE STATION.  IT IS STAMPED CLEO NO. 1 1943 AND IS FLUSH
 BN0790'WITH THE SURFACE OF THE GROUND.
 BN0790'
 BN0790'REFERENCE MARK NO. 2 IS NNW OF THE STATION AND LEVEL WITH
 BN0790'THE STATION.  IT IS STAMPED CLEO NO. 2 1943 AND IS FLUSH WITH
 BN0790'THE SURFACE OF THE GROUND.
 BN0790'
 BN0790'THE AZIMUTH MARK IS ABOUT 0.35 MILE SW OF THE STATION ON THE
 BN0790'SUMMIT OF A LOWER HILL AND IS 5 FEET W OF A WHITE REFERENCE
 BN0790'POST.  IT IS STAMPED CLEO 1943 AND IS FLUSH WITH THE SURFACE
 BN0790'OF THE GROUND.
 BN0790'
 BN0790'TO REACH FROM MENARD GO S ON U.S. HIGHWAY 83 FOR 0.75 MILE
 BN0790'AND TAKE A RIGHT FORK GRAVEL ROAD OFF THE HIGHWAY.  GO S
 BN0790'FOR 25.2 MILES ON THE MAIN-TRAVELED ROAD TO THE CLEO GENERAL
 BN0790'STORE AND TURN RIGHT.  GO 2.2 MILES AND TAKE A LEFT FORK.
 BN0790'GO 3.1 MILES AND TURN LEFT.  GO 1.2 MILES AND PASS THROUGH
 BN0790'A GATE.  GO 0.45 MILE AND PASS THROUGH ANOTHER GATE.  THEN
 BN0790'TURN SHARP LEFT, GO 0.8 MILE ON A VERY DIM RANCH ROAD AND
 BN0790'PASS THROUGH ANOTHER GATE.  GO 0.4 MILE AND TAKE A DIM LEFT
 BN0790'FORK.  GO 1.4 MILES TO THE FOOT OF THE HILL ON WHICH THE
 BN0790'STATION IS LOCATED.  FROM HERE PICK YOUR WAY E TO THE SUMMIT
 BN0790'OF THE HILL AND THE STATION.
 BN0790'
 BN0790'97-FOOT SIGNALS AT HOD AND SPILLER ARE VISIBLE AT 12 FEET.
 BN0790'A 77-FOOT SIGNAL AT BAKER IS VISIBLE AT 12 FEET.  A 50-FOOT
 BN0790'SIGNAL AT NETHERY IS VISIBLE AT 12 FEET.  A 4-FOOT SIGNAL
 BN0790'AT BLACKBURN IS VISIBLE AT 12 FEET.
 BN0790'
 BN0790'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3188 ***********************************************************************
 CS3188  PACS        -  This is a Primary Airport Control Station.
 CS3188  DESIGNATION -  CLEPORT
 CS3188  PID         -  CS3188
 CS3188  STATE/COUNTY-  TX/JOHNSON
 CS3188  USGS QUAD   -  CLEBURNE WEST (1978)
 CS3188
 CS3188                         *CURRENT SURVEY CONTROL
 CS3188  ___________________________________________________________________
 CS3188* NAD 83(1993)-  32 21 24.60591(N)    097 26 00.02352(W)     ADJUSTED  
 CS3188* NAVD 88     -       260.97   (meters)     856.2    (feet)  GPS OBS   
 CS3188  ___________________________________________________________________
 CS3188  X           -    -697,730.125 (meters)                     COMP
 CS3188  Y           -  -5,347,858.323 (meters)                     COMP
 CS3188  Z           -   3,394,047.553 (meters)                     COMP
 CS3188  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CS3188  ELLIP HEIGHT-         233.32  (meters)          (10/24/00) GPS OBS
 CS3188  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS3188
 CS3188  HORZ ORDER  -  B
 CS3188  ELLP ORDER  -  FOURTH    CLASS II
 CS3188
 CS3188.This mark is at Cleburne Muni (F18) Airport (F18)
 CS3188
 CS3188.The horizontal coordinates were established by GPS observations
 CS3188.and adjusted by the National Geodetic Survey in February 1996..
 CS3188
 CS3188.The orthometric height was determined by GPS observations and a
 CS3188.high-resolution geoid model.
 CS3188
 CS3188.GPS derived orthometric heights for airport stations designated as
 CS3188.PACS or SACS are published to 2 decimal places.  This maintains
 CS3188.centimeter relative accuracy between the PACS and SACS.  It does
 CS3188.not indicate centimeter accuracy relative to other marks which are
 CS3188.part of the NAVD 88 network.
 CS3188
 CS3188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3188
 CS3188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3188
 CS3188.The ellipsoidal height was determined by GPS observations
 CS3188.and is referenced to NAD 83.
 CS3188
 CS3188.The geoid height was determined by GEOID03.
 CS3188
 CS3188;                    North         East     Units Scale Factor Converg.
 CS3188;SPC TXNC     - 2,077,043.580   700,392.571   MT  0.99994560   +0 34 54.3
 CS3188;SPC TXNC     - 6,814,433.81  2,297,871.29   sFT  0.99994560   +0 34 54.3
 CS3188;UTM  14      - 3,581,068.041   647,411.356   MT  0.99986797   +0 50 19.0
 CS3188
 CS3188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3188!SPC TXNC     -   0.99996337  x   0.99994560  =   0.99990897
 CS3188!UTM  14      -   0.99996337  x   0.99986797  =   0.99983134
 CS3188
 CS3188:                Primary Azimuth Mark                     Grid Az
 CS3188:SPC TXNC     -  CLEPORT AZ MK                            339 07 52.4
 CS3188:UTM  14      -  CLEPORT AZ MK                            338 52 27.7
 CS3188
 CS3188|---------------------------------------------------------------------|
 CS3188| PID    Reference Object                     Distance      Geod. Az  |
 CS3188|                                                           dddmmss.s |
 CS3188| CS3189 CLEPORT AZ MK                       479.199 METERS 3394246.7 |
 CS3188|---------------------------------------------------------------------|
 CS3188
 CS3188                          SUPERSEDED SURVEY CONTROL
 CS3188
 CS3188  ELLIP H (02/20/96)  233.37   (m)                       GP(       ) 1 1
 CS3188  NAD 83(1993)-  32 21 24.61082(N)    097 26 00.02708(W) AD(       ) 3
 CS3188  ELLIP H (02/16/96)  233.41   (m)                       GP(       ) 5 1
 CS3188  NAD 83(1986)-  32 21 24.61518(N)    097 26 00.01270(W) AD(       ) 3
 CS3188  NAD 27      -  32 21 24.11764(N)    097 25 58.95773(W) AD(       ) 3
 CS3188  NGVD 29 (12/08/88)  261.2    (m)          857.     (f) GPS OBS        
 CS3188
 CS3188.Superseded values are not recommended for survey control.
 CS3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3188.See file dsdata.txt to determine how the superseded data were derived.
 CS3188
 CS3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4741181068(NAD 83)
 CS3188_MARKER: I = METAL ROD
 CS3188_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3188_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3188_STAMPING: CLEPORT 1987
 CS3188_MARK LOGO: NGS   
 CS3188_PROJECTION: FLUSH
 CS3188_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS3188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3188+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2006
 CS3188_ROD/PIPE-DEPTH: 1.0  meters
 CS3188_SLEEVE-DEPTH  : 0.61 meters
 CS3188
 CS3188  HISTORY     - Date     Condition        Report By
 CS3188  HISTORY     - 1987     MONUMENTED       NGS
 CS3188  HISTORY     - 19880302 GOOD
 CS3188  HISTORY     - 19940329 GOOD             USPSQD
 CS3188  HISTORY     - 19950314 GOOD             NGS
 CS3188  HISTORY     - 20030430 GOOD             NGS
 CS3188  HISTORY     - 20060408 GOOD             JCLS
 CS3188
 CS3188                          STATION DESCRIPTION
 CS3188
 CS3188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3188'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) WEST OF CLEBURNE, AT THE
 CS3188'CLEBURNE MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF CLEBURNE C/O SAM
 CS3188'BALL-FBO, ROUTE 3 BOX 228, CLEBURNE, TX 76031.  TELEPHONE
 CS3188'NUMBER817-645-9069.
 CS3188'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 CS3188'HIGHWAY 171, AT THE COURTHHOUSE IN CLEBURNE.  GO NORTH ON STATE
 CS3188'HIGHWAY 171 FOR 2.7 KM (1.70 MI) TO FARM ROAD 4 ON THE LEFT.  TURN
 CS3188'LEFT AND GO WEST ON FARM ROAD 4 FOR 3.7 KM (2.30 MI) TO THE ENTRANCE
 CS3188'ROAD LEADING TO THE AIRPORT ON THE LEFT.  TURN LEFT ONTO THE ENTRANCE
 CS3188'ROAD AND GO 0.6 KM (0.35 MI) TO THE AIRPORT OFFICE ON THE RIGHT, AND
 CS3188'THE OLD TAXIWAY ABOUT 30 M (98.4 FT) BEYOND, OR SOUTHWEST OF THE
 CS3188'OFFICE. TURN LEFT AND GO SOUTHEAST ON THE EASTERN MOST TAXIWAY FOR
 CS3188'0.1 KM (0.05 MI) TO THE STATION ON THE LEFT, ON THE SOUTH SIDE OF
 CS3188'ACONNECTOR BETWEEN THE TWO TAXIWAYS.
 CS3188'THE STATION MARK IS SET 33.8 M (110.9 FT) EAST OF THE CENTERLINE OF
 CS3188'THE WEST TAXIWAY, 29.4 M (96.5 FT) WEST OF THE CENTERLINE OF THE EAST
 CS3188'TAXIWAY, 13.5 M (44.3 FT) NORTH OF THE CENTERLINE OF THE
 CS3188'CROSSOVER,AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 CS3188'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3188'DESCRIBED BY B.L.L.
 CS3188
 CS3188                          STATION RECOVERY (1988)
 CS3188
 CS3188'RECOVERED 1988
 CS3188'RECOVERED IN GOOD CONDITION.
 CS3188
 CS3188                          STATION RECOVERY (1994)
 CS3188
 CS3188'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3188'RECOVERED IN GOOD CONDITION.
 CS3188
 CS3188                          STATION RECOVERY (1995)
 CS3188
 CS3188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS3188'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) SOUTH OF FORT WORTH,
 CS3188'14.0 MI (22.5 KM) NORTHWEST OF GRANDVIEW, 1.85 MI (2.98 KM) WEST OF
 CS3188'CLEBURNE AND AT THE CLEBURNE MUNICIPAL AIRPORT IN THE GRASS MEDIAN
 CS3188'FORMED BY THE PARALLEL TAXIWAYS.  OWNERSHIP--CITY OF CLEBURNE, ROUTE
 CS3188'3, BOX 228, CLEBURNE, TX 76031.  AIRPORT MANAGER IS SAM BALL, PHONE
 CS3188'(817) 645-3659.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 CS3188'67 AND STATE HIGHWAY 171 AT THE COURTHOUSE IN CLEBURNE, GO NORTH ON
 CS3188'STATE HIGHWAY 171 FOR 1.7 MI (2.7 KM) TO STATE HIGHWAY 4 ON THE LEFT,
 CS3188'TURN LEFT AND GO WEST ON STATE HIGHWAY 4 FOR 2.3 MI (3.7 KM) TO A
 CS3188'PAVED ROAD LEFT, TURN LEFT AND GO SOUTH THEN SOUTHWEST ON THE AIRPORT
 CS3188'ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A T-JUNCTION, BEAR RIGHT AND GO
 CS3188'SOUTHWEST ON A PAVED ROAD FOR 0.05 TO A RAMP, CONTINUE AHEAD AND GO
 CS3188'SOUTHWEST ON THE RAMP FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN LEFT AND
 CS3188'GO SOUTHEAST ON THE TAXIWAY FOR 0.15 MI (0.24 KM) TO THE STATION ON
 CS3188'THE RIGHT (JUST PAST A TAXIWAY CONNECTOR) .  THE STATION IS 110.9 FT
 CS3188'(33.8 M) NORTHEAST OF THE CENTERLINE OF THE WESTERNMOST TAXIWAY, 96.5
 CS3188'FT (29.4 M) SOUTHWEST OF THE CENTERLINE OF THE EASTERNMOST TAXIWAY,
 CS3188'44.3 FT (13.5 M) SOUTHEAST OF THE CENTER OF THE TAXIWAY CONNECTOR AND
 CS3188'1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.  DRL. NOTE--ACTUAL ROD
 CS3188'DEPTH IS UNKNOWN.
 CS3188
 CS3188                          STATION RECOVERY (2003)
 CS3188
 CS3188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 CS3188'RECOVERED IN GOOD CONDITION.
 CS3188
 CS3188                          STATION RECOVERY (2006)
 CS3188
 CS3188'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 CS3188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3189 ***********************************************************************
 CS3189  SACS        -  This is a Secondary Airport Control Station.
 CS3189  DESIGNATION -  CLEPORT AZ MK
 CS3189  PID         -  CS3189
 CS3189  STATE/COUNTY-  TX/JOHNSON
 CS3189  USGS QUAD   -  CLEBURNE WEST (1978)
 CS3189
 CS3189                         *CURRENT SURVEY CONTROL
 CS3189  ___________________________________________________________________
 CS3189* NAD 83(1993)-  32 21 39.19742(N)    097 26 06.37850(W)     ADJUSTED  
 CS3189* NAVD 88     -       259.74   (meters)     852.2    (feet)  GPS OBS   
 CS3189  ___________________________________________________________________
 CS3189  X           -    -697,863.626 (meters)                     COMP
 CS3189  Y           -  -5,347,597.241 (meters)                     COMP
 CS3189  Z           -   3,394,426.583 (meters)                     COMP
 CS3189  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 CS3189  ELLIP HEIGHT-         232.09  (meters)          (07/05/01) GPS OBS
 CS3189  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS3189
 CS3189  HORZ ORDER  -  FIRST
 CS3189  ELLP ORDER  -  FOURTH    CLASS II
 CS3189
 CS3189.This mark is at Cleburne Muni (F18) Airport (F18)
 CS3189
 CS3189.The horizontal coordinates were established by GPS observations
 CS3189.and adjusted by the National Geodetic Survey in October 1996..
 CS3189
 CS3189.The orthometric height was determined by GPS observations and a
 CS3189.high-resolution geoid model.
 CS3189
 CS3189.GPS derived orthometric heights for airport stations designated as
 CS3189.PACS or SACS are published to 2 decimal places.  This maintains
 CS3189.centimeter relative accuracy between the PACS and SACS.  It does
 CS3189.not indicate centimeter accuracy relative to other marks which are
 CS3189.part of the NAVD 88 network.
 CS3189
 CS3189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3189
 CS3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3189
 CS3189.The ellipsoidal height was determined by GPS observations
 CS3189.and is referenced to NAD 83.
 CS3189
 CS3189.The geoid height was determined by GEOID03.
 CS3189
 CS3189;                    North         East     Units Scale Factor Converg.
 CS3189;SPC TXNC     - 2,077,491.319   700,221.876   MT  0.99994475   +0 34 50.8
 CS3189;SPC TXNC     - 6,815,902.77  2,297,311.27   sFT  0.99994475   +0 34 50.8
 CS3189;UTM  14      - 3,581,514.975   647,238.668   MT  0.99986734   +0 50 15.9
 CS3189
 CS3189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3189!SPC TXNC     -   0.99996356  x   0.99994475  =   0.99990831
 CS3189!UTM  14      -   0.99996356  x   0.99986734  =   0.99983091
 CS3189
 CS3189:                Primary Azimuth Mark                     Grid Az
 CS3189:SPC TXNC     -  CLEPORT                                  159 07 52.5
 CS3189:UTM  14      -  CLEPORT                                  158 52 27.4
 CS3189
 CS3189|---------------------------------------------------------------------|
 CS3189| PID    Reference Object                     Distance      Geod. Az  |
 CS3189|                                                           dddmmss.s |
 CS3189| CS3188 CLEPORT                             479.199 METERS 1594243.3 |
 CS3189|---------------------------------------------------------------------|
 CS3189
 CS3189                          SUPERSEDED SURVEY CONTROL
 CS3189
 CS3189  ELLIP H (10/08/96)  232.14   (m)                       GP(       ) 4 2
 CS3189  NAD 83(1993)-  32 21 39.20250(N)    097 26 06.38227(W) AD(       ) 3
 CS3189  ELLIP H (02/16/96)  232.21   (m)                       GP(       ) 5 1
 CS3189  NAD 83(1986)-  32 21 39.20687(N)    097 26 06.36788(W) AD(       ) 3
 CS3189  NAD 27      -  32 21 38.70971(N)    097 26 05.31266(W) AD(       ) 3
 CS3189  NGVD 29 (12/08/88)  260.0    (m)          853.     (f) GPS OBS        
 CS3189
 CS3189.Superseded values are not recommended for survey control.
 CS3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3189.See file dsdata.txt to determine how the superseded data were derived.
 CS3189
 CS3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4723981515(NAD 83)
 CS3189_MARKER: I = METAL ROD
 CS3189_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3189_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3189_STAMPING: CLEPORT AZ MK 1987
 CS3189_MARK LOGO: NGS   
 CS3189_PROJECTION: FLUSH
 CS3189_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS3189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3189+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1995
 CS3189_ROD/PIPE-DEPTH: 1.0  meters
 CS3189_SLEEVE-DEPTH  : 0.61 meters
 CS3189
 CS3189  HISTORY     - Date     Condition        Report By
 CS3189  HISTORY     - 1987     MONUMENTED       NGS
 CS3189  HISTORY     - 19880302 GOOD
 CS3189  HISTORY     - 19940329 GOOD             USPSQD
 CS3189  HISTORY     - 19950314 GOOD             NGS
 CS3189
 CS3189                          STATION DESCRIPTION
 CS3189
 CS3189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3189'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) WEST OF CLEBURNE, AT THE
 CS3189'CLEBURNE MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF CLEBURNE C/O SAM
 CS3189'BALL-FBO, ROUTE 3 BOX 228, CLEBURNE, TX 76031.  TELEPHONE
 CS3189'NUMBER817-645-9069.
 CS3189'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 CS3189'HIGHWAY 171, AT THE COURTHHOUSE IN CLEBURNE.  GO NORTH ON STATE
 CS3189'HIGHWAY 171 FOR 2.7 KM (1.70 MI) TO FARM ROAD 4 ON THE LEFT.  TURN
 CS3189'LEFT AND GO WEST ON FARM ROAD 4 FOR 3.7 KM (2.30 MI) TO THE ENTRANCE
 CS3189'ROAD LEADING TO THE AIRPORT ON THE LEFT.  TURN LEFT ONTO THE ENTRANCE
 CS3189'ROAD AND GO 0.6 KM (0.35 MI) TO THE AIRPORT OFFICE ON THE RIGHT, AND
 CS3189'THE OLD TAXIWAY ABOUT 30 M (98.4 FT) BEYOND, OR SOUTHWEST OF THE
 CS3189'OFFICE. TURN RIGHT AND GO NORTHWEST ON THE TAXIWAY FOR 0.2 KM
 CS3189'(0.10 MI) TO THE MARK ON THE LEFT, ON THE SOUTH SIDE OF THE
 CS3189'CONNECTOR,FOR THE PARALLEL TAXIWAYS
 CS3189'THE MARK IS SET 39.0 M (128.0 FT) EAST OF THE CENTERLINE OF THE
 CS3189'WESTERN MOST TAXIWAY, 25.0 M (82.0 FT) WEST OF THE EXTENDED
 CS3189'CENTERLINE OF THE EAST TAXIWAY, 14.2 M (46.6 FT) SOUTH OF THE
 CS3189'CENTERLINE OF THE CONNECTOR BETWEEN THE TWO PARALLEL TAXIWAYS, AND0.3
 CS3189'M (1.0 FT) EAST OF A WITNESS POST.
 CS3189'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3189'DESCRIBED BY V.L.F.
 CS3189
 CS3189                          STATION RECOVERY (1988)
 CS3189
 CS3189'RECOVERED 1988
 CS3189'RECOVERED IN GOOD CONDITION.
 CS3189
 CS3189                          STATION RECOVERY (1994)
 CS3189
 CS3189'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3189'RECOVERED IN GOOD CONDITION.
 CS3189
 CS3189                          STATION RECOVERY (1995)
 CS3189
 CS3189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS3189'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) SOUTH OF FORT WORTH,
 CS3189'14.0 MI (22.5 KM) NORTHWEST OF GRANDVIEW, 1.85 MI (2.98 KM) WEST OF
 CS3189'CLEBURNE AND AT THE CLEBURNE MUNICIPAL AIRPORT IN THE GRASS MEDIAN
 CS3189'FORMED BY THE PARALLEL TAXIWAYS.  OWNERSHIP--CITY OF CLEBURNE, ROUTE
 CS3189'3, BOX 228, CLEBURNE, TX 76031.  AIRPORT MANAGER IS SAM BALL, PHONE
 CS3189'(817) 645-3659.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 CS3189'67 AND STATE HIGHWAY 171 AT THE COURTHOUSE IN CLEBURNE, GO NORTH ON
 CS3189'STATE HIGHWAY 171 FOR 1.7 MI (2.7 KM) TO STATE HIGHWAY 4 ON THE LEFT,
 CS3189'TURN LEFT AND GO WEST ON STATE HIGHWAY 4 FOR 2.3 MI (3.7 KM) TO A
 CS3189'PAVED ROAD LEFT, TURN LEFT AND GO SOUTH ON THE AIRPORT ENTRANCE FOR
 CS3189'0.15 MI (0.24 KM) TO A T-JUNCTION, BEAR RIGHT AND GO SOUTHWEST ON THE
 CS3189'PAVED ROAD FOR 0.05 MI (0.08 KM) TO A RAMP, CONTINUE AHEAD AND GO
 CS3189'SOUTHWEST ON THE RAMP FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN RIGHT AND
 CS3189'GO NORTHWEST ON THE TAXIWAY FOR 0.15 MI (0.24 KM) TO THE MARK ON THE
 CS3189'LEFT.  THE STATION IS 128.0 FT (39.0 M) NORTHEAST OF THE CENTERLINE OF
 CS3189'THE MOST WESTERLY TAXIWAY, 82.0 FT (25.0 M) SOUTHWEST OF THE MOST
 CS3189'EASTERLY TAXIWAY, 46.6 FT (14.2 M) SOUTHEAST OF THE CENTER OF THE
 CS3189'NORTHERNMOST TAXIWAY TO TAXIWAY CONNECTOR AND 1.0 FT (0.3 M) EAST OF A
 CS3189'WITNESS POST.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2186 ***********************************************************************
 BL2186  DESIGNATION -  CLEVELAND
 BL2186  PID         -  BL2186
 BL2186  STATE/COUNTY-  TX/LIBERTY
 BL2186  USGS QUAD   -  CLEVELAND (1997)
 BL2186
 BL2186                         *CURRENT SURVEY CONTROL
 BL2186  ___________________________________________________________________
 BL2186* NAD 83(1993)-  30 20 27.31450(N)    095 04 37.19917(W)     ADJUSTED  
 BL2186* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 BL2186  ___________________________________________________________________
 BL2186  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BL2186  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL2186
 BL2186  HORZ ORDER  -  SECOND
 BL2186
 BL2186.The horizontal coordinates were established by classical geodetic methods
 BL2186.and adjusted by the National Geodetic Survey in February 1996..
 BL2186
 BL2186.The orthometric height was scaled from a topographic map.
 BL2186
 BL2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2186
 BL2186.The geoid height was determined by GEOID03.
 BL2186
 BL2186;                    North         East     Units Scale Factor Converg.
 BL2186;SPC TX C     - 3,086,683.734 1,205,207.104   MT  0.99994770   +2 42 26.4
 BL2186;SPC TX C     -10,126,894.88  3,954,083.64   sFT  0.99994770   +2 42 26.4
 BL2186;UTM  15      - 3,358,391.627   300,344.863   MT  1.00009179   -1 02 58.3
 BL2186
 BL2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2186!SPC TX C     -   0.99999679  x   0.99994770  =   0.99994449
 BL2186!UTM  15      -   0.99999679  x   1.00009179  =   1.00008858
 BL2186
 BL2186|---------------------------------------------------------------------|
 BL2186| PID    Reference Object                     Distance      Geod. Az  |
 BL2186|                                                           dddmmss.s |
 BL2186| CV8270 CLEVELAND RM 1                       51.834 METERS 05520     |
 BL2186| BL2201 NEW CANEY TEX ILL PIPE CO MAST      APPROX.22.9 KM 2273703.0 |
 BL2186| BL2190 FOSTORIA TENN GAS TRANS MAST        APPROX. 8.0 KM 2552110.4 |
 BL2186| BL2188 FOSTORIA FOSTER LUMBER CO TANK      APPROX. 8.4 KM 2602603.5 |
 BL2186| CV8269 CLEVELAND AZ MK                                    2725907.8 |
 BL2186| BL2187 CLEVELAND MUNICIPAL TANK            APPROX. 0.9 KM 2973034.4 |
 BL2186| CV8271 CLEVELAND RM 2                       62.430 METERS 30030     |
 BL2186|---------------------------------------------------------------------|
 BL2186
 BL2186                          SUPERSEDED SURVEY CONTROL
 BL2186
 BL2186  NAD 83(1986)-  30 20 27.32841(N)    095 04 37.18369(W) AD(       ) 2
 BL2186  NAD 27      -  30 20 26.57500(N)    095 04 36.42400(W) AD(       ) 2
 BL2186
 BL2186.Superseded values are not recommended for survey control.
 BL2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2186.See file dsdata.txt to determine how the superseded data were derived.
 BL2186
 BL2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0034558392(NAD 83)
 BL2186_MARKER: DS = TRIANGULATION STATION DISK
 BL2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2186+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 BL2186
 BL2186  HISTORY     - Date     Condition        Report By
 BL2186  HISTORY     - 1952     MONUMENTED       CGS
 BL2186  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 BL2186  HISTORY     - 20050708 GOOD             USPSQD
 BL2186
 BL2186                          STATION DESCRIPTION
 BL2186
 BL2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2186'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF STATE ROUTE
 BL2186'NO. 321 ABOUT 1.0 MILE EAST-SOUTHEAST OF CLEVELAND.  IT
 BL2186'IS ACROSS THE HIGHWAY FROM A SMALL GROCERY STORE, 50.0 FEET
 BL2186'SOUTH OF THE CENTER OF STATE ROUTE NO. 321, 5.5 FEET EAST
 BL2186'OF A WITNESS POST AND 1.5 FEET NORTH OF A FENCE.  IT PROJECTS
 BL2186'3 INCHES AND IS STAMPED CLEVELAND 1952.
 BL2186'
 BL2186'REFERENCE MARK NO. 1 IS LOCATED ACROSS THE HIGHWAY FROM
 BL2186'THE STATION, 46.0 FEET NORTH OF THE CENTER OF STATE ROUTE
 BL2186'NO. 321, 24.0 FEET WEST OF A POWER LINE POLE AND 19.0 FEET
 BL2186'SOUTHEAST OF A LARGE PINE TREE.  IT PROJECTS 3 INCHES AND IS
 BL2186'STAMPED CLEVELAND NO 1 1952.
 BL2186'
 BL2186'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE HIGHWAY FROM
 BL2186'THE STATION, 57.0 FEET NORTH OF THE CENTER OF STATE ROUTE
 BL2186'NO. 321, 28.0 FEET WEST OF THE CENTER OF A GRAVELED T ROAD
 BL2186'AND 6.0 FEET WEST OF A CONCRETE PIPELINE MARKER POST.  IT
 BL2186'PROJECTS 5 INCHES AND IS STAMPED CLEVELAND NO 2 1952.
 BL2186'
 BL2186'THE AZIMUTH MARK IS 37.0 FEET NORTH OF THE CENTER OF STATE
 BL2186'ROUTE NO. 321, 2.0 FEET SOUTHEAST OF A POWER LINE POLE AND
 BL2186'1.5 FEET EAST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND
 BL2186'IS STAMPED CLEVELAND 1952.
 BL2186'
 BL2186'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CLEVELAND,
 BL2186'GO EASTERLY ON STATE ROUTE NO. 321 FOR 0.45 MILE AND THE
 BL2186'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE EAST ON STATE
 BL2186'ROUTE NO. 321 FOR 0.3 MILE TO THE MARSHELL GROCERY ON THE
 BL2186'LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 BL2186'
 BL2186'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BL2186
 BL2186                          STATION RECOVERY (2004)
 BL2186
 BL2186'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2186'MARK NOT FOUND.
 BL2186
 BL2186                          STATION RECOVERY (2005)
 BL2186
 BL2186'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2186'GP IS GOOD FOR THE MARK
 BL2186'FOUND CLEVELAND  NO. 1  1952
 BL2186'DID NOT FIND R2
 BL2186'DID NOT FIND AZ
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0452 ***********************************************************************
 BQ0452  DESIGNATION -  CLEVELAND
 BQ0452  PID         -  BQ0452
 BQ0452  STATE/COUNTY-  TX/PRESIDIO
 BQ0452  USGS QUAD   -  RUIDOSA HOT SPRINGS (1979)
 BQ0452
 BQ0452                         *CURRENT SURVEY CONTROL
 BQ0452  ___________________________________________________________________
 BQ0452* NAD 83(1993)-  30 05 07.46995(N)    104 30 57.15104(W)     ADJUSTED  
 BQ0452* NAVD 88     -      1991.     (meters)    6532.     (feet)  SCALED    
 BQ0452  ___________________________________________________________________
 BQ0452  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 BQ0452  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 BQ0452
 BQ0452  HORZ ORDER  -  FIRST
 BQ0452
 BQ0452.The horizontal coordinates were established by classical geodetic methods
 BQ0452.and adjusted by the National Geodetic Survey in February 1996..
 BQ0452
 BQ0452.The orthometric height was scaled from a topographic map.
 BQ0452
 BQ0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0452
 BQ0452.The geoid height was determined by GEOID03.
 BQ0452
 BQ0452;                    North         East     Units Scale Factor Converg.
 BQ0452;SPC TXSC     - 4,262,132.989    68,474.356   MT  0.99994882   -2 42 08.3
 BQ0452;SPC TXSC     -13,983,347.98    224,652.95   sFT  0.99994882   -2 42 08.3
 BQ0452;UTM  13      - 3,328,348.153   546,652.951   MT  0.99962685   +0 14 33.7
 BQ0452
 BQ0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0452!SPC TXSC     -   0.99969100  x   0.99994882  =   0.99963984
 BQ0452!UTM  13      -   0.99969100  x   0.99962685  =   0.99931797
 BQ0452
 BQ0452|---------------------------------------------------------------------|
 BQ0452| PID    Reference Object                     Distance      Geod. Az  |
 BQ0452|                                                           dddmmss.s |
 BQ0452| CH8624 CLEVELAND RM 2                                     01155     |
 BQ0452| CH8622 CLEVELAND AZ MK                                    0340018.8 |
 BQ0452| CH8623 CLEVELAND RM 1                       12.564 METERS 12339     |
 BQ0452|---------------------------------------------------------------------|
 BQ0452
 BQ0452                          SUPERSEDED SURVEY CONTROL
 BQ0452
 BQ0452  NAD 83(1986)-  30 05 07.46303(N)    104 30 57.15006(W) AD(       ) 1
 BQ0452  NAD 27      -  30 05 06.89300(N)    104 30 55.41800(W) AD(       ) 1
 BQ0452
 BQ0452.Superseded values are not recommended for survey control.
 BQ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0452.See file dsdata.txt to determine how the superseded data were derived.
 BQ0452
 BQ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP4665328348(NAD 83)
 BQ0452_MARKER: DS = TRIANGULATION STATION DISK
 BQ0452_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0452
 BQ0452  HISTORY     - Date     Condition        Report By
 BQ0452  HISTORY     - 1934     MONUMENTED       CGS
 BQ0452
 BQ0452                          STATION DESCRIPTION
 BQ0452
 BQ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0452'ABOUT 12 MILES NORTHEAST OF RUIDOSA, 11 MILES SOUTH-SOUTHEAST OF
 BQ0452'CANDELARIA, 3-1/2 MILES NORTHWEST OF WHERE RUIDOSA-MARFA ROAD
 BQ0452'CROSSES TOP OF RIM, AND 2-1/2 MILES NORTHWEST OF THE CLEVELAND
 BQ0452'RANCH.  ON THE WEST ONE OF TWO BLACK ROCK PEAKS, THE HIGHEST
 BQ0452'PEAK IN THE VICINITY, 52.5 FEET WEST OF A NORTH-SOUTH FENCE
 BQ0452'LINE, ON THE EDGE OF THE RIM AND ON THE HIGHEST POINT OF THE
 BQ0452'PEAK.
 BQ0452'
 BQ0452'TO REACH FROM CLEVELAND RANCH, GO EAST 0.25 MILE TO A FORKS,
 BQ0452'TAKE RIGHT FORK AND GO 0.1 MILE, LEAVE THE MAIN ROAD, TAKE LEFT
 BQ0452'FORK ON THE NORTH SIDE OF A SMALL DRY CREEK, ABOUT 75 YARDS
 BQ0452'SOUTHEAST OF A WATER WELL, AND GO 0.25 MILE TO ANOTHER FORKS.
 BQ0452'TAKE RIGHT FORK, KEEPING ON NORTH SIDE OF CREEK, AND GO 1.65
 BQ0452'MILES TO A LARGE METAL TANK, TURN LEFT (WEST) AND FOLLOW DIM
 BQ0452'ROAD UP BOTTOM OF A DRAW FOR 1.15 MILES.  TAKE RIGHT FORK, ON
 BQ0452'DIM ROAD AND FOLLOW NORTH AND WEST 1.75 MILES TO THE BASE OF
 BQ0452'MOUNTAIN AND END OF TRUCK TRAVEL.  FROM HERE GO WEST ALONG
 BQ0452'SOUTH SIDE OF MOUNTAIN, CROSSING NORTH-SOUTH FENCE AT EAST
 BQ0452'END OF MOUNTAIN, TO A SMALL SADDLE.  HERE A FENCE GOES EAST
 BQ0452'AND WEST ALONG THE RIM.  FOLLOW THIS FENCE TO WHERE IT
 BQ0452'CROSSES HIGHEST POINT OF PEAK AND STATION.  A THIRTY
 BQ0452'MINUTE PACK.  WATER AT CLEVELAND RANCH.
 BQ0452'
 BQ0452'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BQ0452'SET IN OUTCROPPING BEDROCK AS DESCRIBED.
 BQ0452'
 BQ0452'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 11.2
 BQ0452'FEET WEST OF NORTH-SOUTH FENCE LINE.
 BQ0452'
 BQ0452'REFERENCE MARK NO. 2 IS NORTH-NORTHEAST OF THE STATION, 23.7
 BQ0452'FEET WEST OF A NORTH-SOUTH FENCE LINE.
 BQ0452'
 BQ0452'AZIMUTH MARK IS APPROXIMATELY 25 YARDS SOUTHWEST OF THE HIGHEST
 BQ0452'POINT OF THE FIRST PEAK NORTHEAST OF THE STATION.
 BQ0452'
 BQ0452'A 4-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2187 ***********************************************************************
 BL2187  DESIGNATION -  CLEVELAND MUNICIPAL TANK
 BL2187  PID         -  BL2187
 BL2187  STATE/COUNTY-  TX/LIBERTY
 BL2187  USGS QUAD   -  CLEVELAND (1997)
 BL2187
 BL2187                         *CURRENT SURVEY CONTROL
 BL2187  ___________________________________________________________________
 BL2187* NAD 83(1993)-  30 20 40.76078(N)    095 05 06.97011(W)     ADJUSTED  
 BL2187* NAVD 88     -                                                        
 BL2187  ___________________________________________________________________
 BL2187  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BL2187  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL2187
 BL2187  HORZ ORDER  -  THIRD
 BL2187
 BL2187.The horizontal coordinates were established by classical geodetic methods
 BL2187.and adjusted by the National Geodetic Survey in February 1996..
 BL2187
 BL2187
 BL2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2187
 BL2187.The geoid height was determined by GEOID03.
 BL2187
 BL2187;                    North         East     Units Scale Factor Converg.
 BL2187;SPC TX C     - 3,087,059.788 1,204,393.333   MT  0.99994695   +2 42 11.0
 BL2187;SPC TX C     -10,128,128.65  3,951,413.79   sFT  0.99994695   +2 42 11.0
 BL2187;UTM  15      - 3,358,820.256   299,557.367   MT  1.00009568   -1 03 13.8
 BL2187
 BL2187                          SUPERSEDED SURVEY CONTROL
 BL2187
 BL2187  NAD 83(1986)-  30 20 40.77477(N)    095 05 06.95490(W) AD(       ) 4
 BL2187  NAD 27      -  30 20 40.02030(N)    095 05 06.19089(W) AD(       ) 3
 BL2187
 BL2187.Superseded values are not recommended for survey control.
 BL2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2187.See file dsdata.txt to determine how the superseded data were derived.
 BL2187
 BL2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9955758820(NAD 83)
 BL2187_MARKER: 53 = ELEVATED TANK
 BL2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2187+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 BL2187
 BL2187  HISTORY     - Date     Condition        Report By
 BL2187  HISTORY     - 1942     FIRST OBSERVED   CGS
 BL2187  HISTORY     - 1952     GOOD             CGS
 BL2187  HISTORY     - 20040604 GOOD             USPSQD
 BL2187  HISTORY     - 20050708 GOOD             USPSQD
 BL2187
 BL2187                          STATION DESCRIPTION
 BL2187
 BL2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2187'THIS INTERSECTION STATION IS IN THE NE PART OF CLEVELAND,
 BL2187'400 FEET E OF THE E AND W RAILROAD, 214 FEET W OF BANAM AVENUE,
 BL2187'AND 167 FEET N OF BOOTH STREET.  TANK AND SUPPORTING TOWER
 BL2187'ARE OF STEEL CONSTRUCTION, PAINTED ALUMINUM AND CITY OF
 BL2187'CLEVELAND IS LETTERED ON THE N AND S SIDES.  IT IS ABOUT 137
 BL2187'FEET HIGH AND WAS BUILT IN 1938.  THE POINT LOCATED WAS A
 BL2187'BALL AT THE APEX OF THE CONICAL ROOF ON THE TANK.
 BL2187
 BL2187                          STATION RECOVERY (1952)
 BL2187
 BL2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2187'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF CLEVELAND,
 BL2187'180 FEET EAST OF COLLEGE STREET AND 180 FEET NORTH OF BOOTH
 BL2187'STREET.  IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 BL2187'PROPER HAVING AN OVERALL HEIGHT OF 150 FEET.  IT IS PAINTED
 BL2187'SILVER COLOR AND THE BALL AT THE APEX WAS THE POINT OBSERVED
 BL2187'UPON.
 BL2187
 BL2187                          STATION RECOVERY (2004)
 BL2187
 BL2187'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2187'RECOVERED IN GOOD CONDITION.
 BL2187
 BL2187                          STATION RECOVERY (2005)
 BL2187
 BL2187'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2187'GP IS OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2294 ***********************************************************************
 BL2294  PACS        -  This is a Primary Airport Control Station.
 BL2294  DESIGNATION -  CLEVPORT
 BL2294  PID         -  BL2294
 BL2294  STATE/COUNTY-  TX/LIBERTY
 BL2294  USGS QUAD   -  CLEVELAND (1997)
 BL2294
 BL2294                         *CURRENT SURVEY CONTROL
 BL2294  ___________________________________________________________________
 BL2294* NAD 83(1993)-  30 21 34.29161(N)    095 00 31.56656(W)     ADJUSTED  
 BL2294* NAVD 88     -        44.54   (meters)     146.1    (feet)  GPS OBS   
 BL2294  ___________________________________________________________________
 BL2294  X           -    -480,914.115 (meters)                     COMP
 BL2294  Y           -  -5,487,201.431 (meters)                     COMP
 BL2294  Z           -   3,204,835.338 (meters)                     COMP
 BL2294  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BL2294  ELLIP HEIGHT-          17.00  (meters)          (10/24/00) GPS OBS
 BL2294  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL2294
 BL2294  HORZ ORDER  -  B
 BL2294  ELLP ORDER  -  FOURTH    CLASS II
 BL2294
 BL2294.This mark is at Cleveland Muni (6R3) Airport (6R3)
 BL2294
 BL2294.The horizontal coordinates were established by GPS observations
 BL2294.and adjusted by the National Geodetic Survey in February 1996..
 BL2294
 BL2294.The orthometric height was determined by GPS observations and a
 BL2294.high-resolution geoid model.
 BL2294
 BL2294.GPS derived orthometric heights for airport stations designated as
 BL2294.PACS or SACS are published to 2 decimal places.  This maintains
 BL2294.centimeter relative accuracy between the PACS and SACS.  It does
 BL2294.not indicate centimeter accuracy relative to other marks which are
 BL2294.part of the NAVD 88 network.
 BL2294
 BL2294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2294
 BL2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2294
 BL2294.The ellipsoidal height was determined by GPS observations
 BL2294.and is referenced to NAD 83.
 BL2294
 BL2294.The geoid height was determined by GEOID03.
 BL2294
 BL2294;                    North         East     Units Scale Factor Converg.
 BL2294;SPC TX C     - 3,089,055.638 1,211,661.428   MT  0.99994404   +2 44 32.9
 BL2294;SPC TX C     -10,134,676.71  3,975,259.20   sFT  0.99994404   +2 44 32.9
 BL2294;UTM  15      - 3,360,335.713   306,941.608   MT  1.00005983   -1 00 56.1
 BL2294
 BL2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2294!SPC TX C     -   0.99999733  x   0.99994404  =   0.99994137
 BL2294!UTM  15      -   0.99999733  x   1.00005983  =   1.00005716
 BL2294
 BL2294|---------------------------------------------------------------------|
 BL2294| PID    Reference Object                     Distance      Geod. Az  |
 BL2294|                                                           dddmmss.s |
 BL2294| BL2297 CLEVPORT AZ MK                      397.355 METERS 34300     |
 BL2294|---------------------------------------------------------------------|
 BL2294
 BL2294                          SUPERSEDED SURVEY CONTROL
 BL2294
 BL2294  ELLIP H (02/20/96)   17.16   (m)                       GP(       ) 3 2
 BL2294  NAD 83(1993)-  30 21 34.29431(N)    095 00 31.56922(W) AD(       ) 3
 BL2294  ELLIP H (02/16/96)   17.04   (m)                       GP(       ) 5 1
 BL2294  ELLIP H (01/21/93)   16.92   (m)                       GP(       ) 4 2
 BL2294  NAD 83(1986)-  30 21 34.30640(N)    095 00 31.55187(W) AD(       ) 3
 BL2294  NAD 83(1986)-  30 21 34.30749(N)    095 00 31.55296(W) AD(       ) 3
 BL2294  NGVD 29 (06/12/91)   44.5    (m)          146.     (f) GPS OBS        
 BL2294
 BL2294.Superseded values are not recommended for survey control.
 BL2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2294.See file dsdata.txt to determine how the superseded data were derived.
 BL2294
 BL2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0694260336(NAD 83)
 BL2294_MARKER: I = METAL ROD
 BL2294_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2294_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2294_STAMPING: CLEVPORT 1987
 BL2294_MARK LOGO: NGS   
 BL2294_PROJECTION: RECESSED 8 CENTIMETERS
 BL2294_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL2294+STABILITY: POSITION/ELEVATION WELL
 BL2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2294+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1994
 BL2294_ROD/PIPE-DEPTH: 10   meters
 BL2294_SLEEVE-DEPTH  : 1.0 meters
 BL2294
 BL2294  HISTORY     - Date     Condition        Report By
 BL2294  HISTORY     - 1987     MONUMENTED       NGS
 BL2294  HISTORY     - 1987     GOOD             NGS
 BL2294  HISTORY     - 19910218 GOOD             NGS
 BL2294  HISTORY     - 19941210 GOOD             NGS
 BL2294
 BL2294                          STATION DESCRIPTION
 BL2294
 BL2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL2294'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 BL2294'NORTHEAST OF CLEVELAND AND AT THE CLEVELAND MUNICIPAL AIRPORT IN A
 BL2294'GRASSY AREA BETWEEN THE RUNWAY AND TAXIWAY ABOUT 80.0 METERS (262.5
 BL2294'FT) WEST-SOUTHWEST OF THE AIRPORT ADMINISTRATION BUILDING.
 BL2294'OWNERSHIP--CITY OF CLEVELAND, C/O BILL PETROPOLIS, CITY MANAGER,
 BL2294'203 EAST BOOTH, CLEVELAND TX 77327, PHONE 713-592-2667.
 BL2294'
 BL2294'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 BL2294'HIGHWAYS 321 AND 105 EAST IN CLEVELAND, GO EAST ON STATE HIGHWAYS
 BL2294'321 AND 105 FOR 0.4 KM (0.25 MI) TO FARM ROAD 787 ON THE LEFT.
 BL2294'TURN LEFT AND GO NORTHEAST FOR 8.4 KM (5.2 MI) TO THE AIRPORT
 BL2294'ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 KM (0.4 MI)
 BL2294'TO A GATE ON THE RIGHT.  (THE GATE IS ON THE SOUTH SIDE OF THE
 BL2294'ADMINISTRATION BUILDING).  TURN RIGHT PASSING THRU THE GATE AND GO
 BL2294'WEST-SOUTHWEST FOR 0.1 KM (0.05 MI) TO THE STATION ON THE NORTH
 BL2294'SIDE OF A CROSSOVER.
 BL2294'
 BL2294'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BL2294'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 BL2294'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 BL2294'LOGO CAP STAMPED---CLEVPORT 1987---, THE ROD IS RECESSED 8 CM BELOW
 BL2294'THE GROUND SURFACE.  LOCATED 39.1 METERS (128.3 FT) NORTHEAST FROM
 BL2294'THE CENTERLINE OF RUNWAY,
 BL2294'24.7 METERS (81.0 FT) EAST-SOUTHEAST FROM
 BL2294'A TAXIWAY INDICATOR SIGN, 21.7 METERS (71.2 FT) SOUTHEAST FROM THE
 BL2294'CENTERLINE OF A TAXIWAY AND 12.6 METERS (41.3 FT) NORTHWEST FROM THE
 BL2294'THE CENTERLINE OF A TAXIWAY CROSSOVER.
 BL2294'
 BL2294'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 BL2294'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 BL2294'FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE
 BL2294'WITH A LOGO CAP STAMPED---CLEVPORT AZ MK 1987---, THE ROD IS
 BL2294'RECESSED 8 CM BELOW THE GROUND SURFACE.  LOCATED 50.7 METERS (166.3
 BL2294'FT) EAST FROM THE NORTH END OF RUNWAY AT CENTERLINE, 48.1 METERS
 BL2294'(157.8 FT) NORTHEAST FROM THE CENTERLINE OF RUNWAY, 17.4 METERS
 BL2294'(57.1 FT) SOUTH FROM THE CENTERLINE OF CROSSOVER AND 13.0 METERS
 BL2294'(42.7 FT) SOUTHWEST FROM THE CENTERLINE OF TAXIWAY.
 BL2294'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE TAXIWAY
 BL2294'FOR 0.4 KM (0.25 MI) TO THE MARK ON THE LEFT IN LINE WITH THE NORTH
 BL2294'FACE OF THE NORTHERN MOST QUONSET HANGAR.
 BL2294'
 BL2294'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, JAN 1987.
 BL2294'
 BL2294'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BL2294'
 BL2294'DESCRIBED BY B.L. LAMBERT.
 BL2294
 BL2294                          STATION RECOVERY (1987)
 BL2294
 BL2294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL2294'RECOVERED IN GOOD CONDITION.
 BL2294
 BL2294                          STATION RECOVERY (1991)
 BL2294
 BL2294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BL2294'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHEAST OF CLEVELAND,
 BL2294'AT CLEVELAND MUNICIPAL AIRPORT, ON THE NORTHWEST SIDE OF THE TAXIWAY
 BL2294'LEADING TO THE RUNWAY, AND ABOUT 80.0 M (262.5 FT) WEST-SOUTHWEST OF
 BL2294'THE AIRPORT OFFICE BUILDING.  OWNERSHIP--CITY OF CLEVELAND, 203 EAST
 BL2294'BOOTH STREET, CLEVELAND, TX 77327.  PHONE 713-592-2667.  AIRPORT
 BL2294'MANAGER IS BILL PETROPOLIS, PHONE 713-592-2667.
 BL2294'TO REACH THE STATION FROM THE JUNCTION OF THE STATE HIGHWAY 573 LOOP
 BL2294'AND STATE HIGHWAYS 105 AND 321 EAST IN CLEVELAND, GO EAST ON STATE
 BL2294'HIGHWAYS 105 AND 321 FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF FARM ROAD
 BL2294'787 ON THE LEFT. TURN LEFT, NORTHEAST, ON FARM ROAD 787 FOR 8.4 KM
 BL2294'(5.2 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 BL2294'SOUTH, ON ENTRANCE ROAD FOR 0.6 KM (0.4 MI) TO A GATE ON THE RIGHT.
 BL2294'TURN RIGHT, WEST, PASSING THROUGH GATE AND ONTO THE APRON.  CONTINUE
 BL2294'AHEAD ACROSS THE APRON TO THE JUNCTION OF THE TAXIWAYS.  CONTINUE
 BL2294'AHEAD SOUTHWESTERLY ON THE TAXIWAY LEADING TO THE RUNWAY FOR ABOUT
 BL2294'45.72 M (150.00 FT) TO THE STATION ON THE RIGHT.
 BL2294'THE STATION IS LOCATED 39.1 M (128.3 FT) NORTHEAST OF THE CENTER OF
 BL2294'THE RUNWAY, 24.7 M (81.0 FT) SOUTHEAST OF THE TAXIWAY INDICATOR SIGN,
 BL2294'21.7 M (71.2 FT) SOUTHWEST OF THE CENTER OF THE TAXIWAY LEADING
 BL2294'NORTHWEST, 12.6 M (41.3 FT) NORTHWEST OF THE CENTER OF THE TAXIWAY
 BL2294'LEADING TO THE RUNWAY AND 0.3 M (1.0 FT) SOUTHEAST OF A FIBERGLASS
 BL2294'WITNESS POST.
 BL2294
 BL2294                          STATION RECOVERY (1994)
 BL2294
 BL2294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 BL2294'RECOVERED AS DESCRIBED, WITH ADDITIONAL COMMENTS.  THE STATION IS
 BL2294'LOCATED 1.0 FT (0.3 M) SOUTHWEST OF CARSONITE WITNESS POST.  FOR
 BL2294'ACCESS TO THE AIRPORT, CONTACT MR.  ALF VIEN, AIRPORT MANAGER, P.O.
 BL2294'BOX 1741, CLEVELAND, TEXAS 77328, PHONE (713) -592-1282.  THIS IS A
 BL2294'PAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2297 ***********************************************************************
 BL2297  SACS        -  This is a Secondary Airport Control Station.
 BL2297  DESIGNATION -  CLEVPORT AZ MK
 BL2297  PID         -  BL2297
 BL2297  STATE/COUNTY-  TX/LIBERTY
 BL2297  USGS QUAD   -  CLEVELAND (1997)
 BL2297
 BL2297                         *CURRENT SURVEY CONTROL
 BL2297  ___________________________________________________________________
 BL2297* NAD 83(1993)-  30 21 46.63178(N)    095 00 35.91563(W)     ADJUSTED  
 BL2297* NAVD 88     -        45.30   (meters)     148.6    (feet)  GPS OBS   
 BL2297  ___________________________________________________________________
 BL2297  X           -    -481,013.095 (meters)                     COMP
 BL2297  Y           -  -5,487,000.603 (meters)                     COMP
 BL2297  Z           -   3,205,163.611 (meters)                     COMP
 BL2297  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BL2297  ELLIP HEIGHT-          17.76  (meters)          (01/26/01) GPS OBS
 BL2297  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL2297
 BL2297  HORZ ORDER  -  FIRST
 BL2297  ELLP ORDER  -  FIFTH     CLASS I
 BL2297
 BL2297.This mark is at Cleveland Muni (6R3) Airport (6R3)
 BL2297
 BL2297.The horizontal coordinates were established by GPS observations
 BL2297.and adjusted by the National Geodetic Survey in January 1997..
 BL2297
 BL2297.The orthometric height was determined by GPS observations and a
 BL2297.high-resolution geoid model.
 BL2297
 BL2297.GPS derived orthometric heights for airport stations designated as
 BL2297.PACS or SACS are published to 2 decimal places.  This maintains
 BL2297.centimeter relative accuracy between the PACS and SACS.  It does
 BL2297.not indicate centimeter accuracy relative to other marks which are
 BL2297.part of the NAVD 88 network.
 BL2297
 BL2297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2297
 BL2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2297
 BL2297.The ellipsoidal height was determined by GPS observations
 BL2297.and is referenced to NAD 83.
 BL2297
 BL2297.The geoid height was determined by GEOID03.
 BL2297
 BL2297;                    North         East     Units Scale Factor Converg.
 BL2297;SPC TX C     - 3,089,429.629 1,211,527.250   MT  0.99994338   +2 44 30.6
 BL2297;SPC TX C     -10,135,903.71  3,974,818.99   sFT  0.99994338   +2 44 30.6
 BL2297;UTM  15      - 3,360,717.739   306,832.219   MT  1.00006035   -1 00 58.7
 BL2297
 BL2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2297!SPC TX C     -   0.99999721  x   0.99994338  =   0.99994059
 BL2297!UTM  15      -   0.99999721  x   1.00006035  =   1.00005756
 BL2297
 BL2297|---------------------------------------------------------------------|
 BL2297| PID    Reference Object                     Distance      Geod. Az  |
 BL2297|                                                           dddmmss.s |
 BL2297| BL2294 CLEVPORT                            397.355 METERS 16300     |
 BL2297|---------------------------------------------------------------------|
 BL2297
 BL2297                          SUPERSEDED SURVEY CONTROL
 BL2297
 BL2297  ELLIP H (01/09/97)   17.91   (m)                       GP(       ) 5 1
 BL2297  NAD 83(1993)-  30 21 46.63527(N)    095 00 35.92111(W) AD(       ) 3
 BL2297  ELLIP H (02/16/96)   17.80   (m)                       GP(       ) 5 1
 BL2297  ELLIP H (01/21/93)   17.84   (m)                       GP(       ) 4 2
 BL2297  NAD 83(1986)-  30 21 46.64732(N)    095 00 35.90317(W) AD(       ) 3
 BL2297  NAD 83(1986)-  30 21 46.64681(N)    095 00 35.90207(W) AD(       ) 3
 BL2297  NGVD 29 (06/12/91)   45.3    (m)          149.     (f) GPS OBS        
 BL2297
 BL2297.Superseded values are not recommended for survey control.
 BL2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2297.See file dsdata.txt to determine how the superseded data were derived.
 BL2297
 BL2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0683260718(NAD 83)
 BL2297_MARKER: I = METAL ROD
 BL2297_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2297_SP_SET: OBJECT DRIVEN INTO GROUND
 BL2297_STAMPING: CLEVPORT AZ MK 1987
 BL2297_MARK LOGO: NGS   
 BL2297_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL2297+STABILITY: POSITION/ELEVATION WELL
 BL2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2297+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1994
 BL2297
 BL2297  HISTORY     - Date     Condition        Report By
 BL2297  HISTORY     - 1987     MONUMENTED       NGS
 BL2297  HISTORY     - 19941210 GOOD             NGS
 BL2297
 BL2297                          STATION DESCRIPTION
 BL2297
 BL2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL2297'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 BL2297'NORTHEAST OF CLEVELAND AT THE CLEVELAND MUNICIPAL AIRPORT.
 BL2297'OWNERSHIP--CITY OF CLEVELAND, C/O BILL PETROPOLIS, CITY MANAGER,
 BL2297'203 EAST BOOTH, CLEVELAND TX 77327, PHONE 713-592-2667.
 BL2297'
 BL2297'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 BL2297'HIGHWAYS 321 AND 105 EAST IN CLEVELAND, GO EAST ON STATE HIGHWAYS
 BL2297'321 AND 105 FOR 0.4 (0.25 MI) TO FARM ROAD 787 ON THE LEFT.  TURN
 BL2297'LEFT AND GO NORTHEAST FOR 8.4 KM (5.2 MI) TO THE AIRPORT ENTRANCE
 BL2297'ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 KM (0.4 MI) TO A
 BL2297'GATE ON THE RIGHT.  (THE GATE IS ON THE SOUTH SIDE OF THE
 BL2297'ADMINISTRATION BUILDING).  TURN RIGHT THRU THE GATE AND GO
 BL2297'WEST-SOUTHWEST FOR 0.1 KM (0.05 MI) TO STATION CLEVPORT ON NORTH
 BL2297'SIDE OF A CROSSOVER.  GO NORTH ON THE TAXIWAY FOR 0.4 KM (0.25 MI)
 BL2297'TO THE STATION ON THE LEFT IN LINE WITH THE NORTH FACE OF THE
 BL2297'NORTHERN MOST QUONSET HUT.
 BL2297'
 BL2297'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BL2297'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 BL2297'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 BL2297'LOGO CAP STAMPED---CLEVPORT AZ MK 1987---, THE ROD IS RECESSED 8 CM
 BL2297'BELOW THE GROUND SURFACE.  LOCATED 50.7 METERS (166.3 FT) EAST FROM
 BL2297'THE NORTH END OF RUNWAY AT CENTERLINE, 48.1 METERS (157.8 FT)
 BL2297'NORTHEAST FROM THE CENTERLINE OF RUNWAY, 17.4 METERS (57.1 FT)
 BL2297'SOUTH FROM THE CENTERLINE OF CROSSOVER AND 13.0 METERS (42.7 FT)
 BL2297'SOUTHWEST FROM THE CENTERLINE OF TAXIWAY.
 BL2297'
 BL2297'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 BL2297'
 BL2297'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BL2297'
 BL2297'DESCRIBED BY B.L. LAMBERT.
 BL2297
 BL2297                          STATION RECOVERY (1994)
 BL2297
 BL2297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 BL2297'RECOVERED AS DESCRIBED, WITH ADDITIONAL COMMENT.  STATION IS LOCATED 4
 BL2297'FT (1.2 M) SOUTHWEST OF CARSONITE WITNESS POST.  FOR ACCESS TO
 BL2297'AIRPORT, CONTACT MR.  ALF VIEN, AIRPORT MANAGER, P.O.  BOX 1741,
 BL2297'CLEVELAND, TEXAS 77328, PHONE (713) -592-1282.  NOTE--THIS STATION WAS
 BL2297'SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0691 ***********************************************************************
 BN0691  DESIGNATION -  CLICK
 BN0691  PID         -  BN0691
 BN0691  STATE/COUNTY-  TX/LLANO
 BN0691  USGS QUAD   -  CLICK (1967)
 BN0691
 BN0691                         *CURRENT SURVEY CONTROL
 BN0691  ___________________________________________________________________
 BN0691* NAD 83(1993)-  30 33 11.98778(N)    098 33 56.87348(W)     ADJUSTED  
 BN0691* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 BN0691  ___________________________________________________________________
 BN0691  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 BN0691  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 BN0691
 BN0691  HORZ ORDER  -  THIRD
 BN0691
 BN0691.The horizontal coordinates were established by classical geodetic methods
 BN0691.and adjusted by the National Geodetic Survey in February 1996..
 BN0691
 BN0691.The orthometric height was scaled from a topographic map.
 BN0691
 BN0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0691
 BN0691.The geoid height was determined by GEOID03.
 BN0691
 BN0691;                    North         East     Units Scale Factor Converg.
 BN0691;SPC TX C     - 3,099,638.757   869,566.797   MT  0.99991212   +0 54 37.4
 BN0691;SPC TX C     -10,169,398.16  2,852,903.73   sFT  0.99991212   +0 54 37.4
 BN0691;UTM  14      - 3,380,181.595   541,643.680   MT  0.99962139   +0 13 14.6
 BN0691
 BN0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0691!SPC TX C     -   0.99995338  x   0.99991212  =   0.99986551
 BN0691!UTM  14      -   0.99995338  x   0.99962139  =   0.99957479
 BN0691
 BN0691|---------------------------------------------------------------------|
 BN0691| PID    Reference Object                     Distance      Geod. Az  |
 BN0691|                                                           dddmmss.s |
 BN0691| CV4582 CLICK RM 1                           11.711 METERS 09537     |
 BN0691| BN0637 WEST RANCH RADIO KKB 323 MAST       APPROX.14.4 KM 1425334.3 |
 BN0691| CV4581 CLICK AZ MK                                        2995242.5 |
 BN0691| CV4583 CLICK RM 2                           10.395 METERS 34417     |
 BN0691|---------------------------------------------------------------------|
 BN0691
 BN0691                          SUPERSEDED SURVEY CONTROL
 BN0691
 BN0691  NAD 83(1986)-  30 33 11.99855(N)    098 33 56.85948(W) AD(       ) 3
 BN0691  NAD 27      -  30 33 11.31880(N)    098 33 55.75280(W) AD(       ) 3
 BN0691
 BN0691.Superseded values are not recommended for survey control.
 BN0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0691.See file dsdata.txt to determine how the superseded data were derived.
 BN0691
 BN0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU4164480182(NAD 83)
 BN0691_MARKER: DS = TRIANGULATION STATION DISK
 BN0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0691_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0691
 BN0691  HISTORY     - Date     Condition        Report By
 BN0691  HISTORY     - 1956     MONUMENTED       CGS
 BN0691  HISTORY     - 1969     GOOD             CGS
 BN0691
 BN0691                          STATION DESCRIPTION
 BN0691
 BN0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0691'THE STATION IS ABOUT 17-1/4 MILES WEST OF MARBLE FALLS,
 BN0691'3-3/4 MILES NORTH OF THE LLANO-BLANCO COUNTY LINE, 3/4 MILE
 BN0691'SOUTHEAST OF THE SMALL SETTLEMENT OF CLICK, 16 FEET NORTHEAST
 BN0691'OF THE CENTER OF A CATTLE GUARD, 4 FEET NORTHEAST OF A 4
 BN0691'IN X 4 IN WHITE WITNESS POST AND 4 FEET NORTH OF A FENCE.
 BN0691'
 BN0691'TO REACH THE STATION FROM THE CENTER OF THE SMALL SETTLEMENT
 BN0691'OF CLICK, GO SOUTHEAST ON THE MAIN TRAVELED ROAD FOR 0.75
 BN0691'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 BN0691'SOUTHEAST FOR 0.2 MILE TO A CATTLE GUARD AND THE STATION.
 BN0691'
 BN0691'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 BN0691'STAMPED CLICK 1956.
 BN0691'
 BN0691'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE FENCE.  THE MARK
 BN0691'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CLICK NO
 BN0691'1 1956.
 BN0691'
 BN0691'REFERENCE MARK 2 IS 38 FEET NORTH OF THE CENTER OF THE MAIN
 BN0691'ROAD AND 36 FEET NORTH OF THE FENCE.  THE MARK IS FLUSH
 BN0691'WITH THE GROUND, AND THE DISK IS STAMPED CLICK NO 1 1956.
 BN0691'
 BN0691'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF THE MAIN
 BN0691'ROAD AND 2 FEET EAST OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0691'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED CLICK
 BN0691'1956.
 BN0691'
 BN0691'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0691
 BN0691                          STATION RECOVERY (1969)
 BN0691
 BN0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BN0691'ALL MARKS WERE FOUND IN GOOD CONDITION, HOWEVER THE DESCRIPTION
 BN0691'WAS FOUND TO BE VERY POOR.  A COMPLETE NEW DESCRIPTION
 BN0691'FOLLOWS.
 BN0691'
 BN0691'THE STATION IS ABOUT 17 MILES WEST OF MARBLE FALLS, 3-3/4 MILES
 BN0691'NORTH OF THE LLANO-BLANCO COUNTY LINE AND ABOUT 1 MILE SOUTHEAST
 BN0691'OF WHAT USED TO BE THE SETTLEMENT OF CLICK.  IT IS 70 FEET
 BN0691'NORTHWEST OF A ROAD FORK, 16 FEET NORTHEAST OF THE CENTER
 BN0691'OF A CATTLE GUARD, 14 FEET WEST OF A POWER LINE GUY POLE, 4
 BN0691'FEET NORTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS
 BN0691'POST.  THE MONUMENT IS 1 INCH BELOW THE SURFACE AND THE DISK
 BN0691'IS STAMPED CLICK 1956.
 BN0691'
 BN0691'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND
 BN0691'U.S. HIGHWAY 281 ABOUT 5 MILES SOUTH OF MARBLE FALLS, GO
 BN0691'NORTHWESTERLY ON HIGHWAY 71 FOR 12.6 MILES TO THE JUNCTION
 BN0691'OF RANCH ROAD 2233 TO THE NORTH.  CONTINUE ON HIGHWAY 71 FOR
 BN0691'4.9 MILES TO A CONCRETE BRIDGE OVER HONEY CREEK.  CONTINUE
 BN0691'ON HIGHWAY 71 FOR 1.5 MILES TO A SIDE ROAD LEFT AND A SIGN
 BN0691'CLICK.  TURN LEFT AND GO SOUTHWEST ON GRADED ROAD FOR 1.5
 BN0691'MILES TO A ROAD FORK AND A CEMETERY.  KEEP LEFT AND CONTINUE
 BN0691'SOUTH FOR 2.25 MILES TO A SIDEROAD LEFT.  CONTINUE AHEAD FOR
 BN0691'2.25 MILES 2.25 MILES TO A SIDE ROAD RIGHT.  CONTINUE AHEAD
 BN0691'ON THE MAIN ROAD FOR 0.7 MILE AND THE SETTLEMENT OF CLICK
 BN0691'(1 STORE DESERTED AND AN OLD HOUSE ON THE RIGHT) AND A
 BN0691'T-ROAD.  TURN LEFT AND GO SOUTHERLY FOR 0.8 MILE TO THE
 BN0691'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHERLY ON THE ROAD
 BN0691'FOR 0.2 MILE TO A CATTLE GUARD AND THE STATION.
 BN0691'
 BN0691'REFERENCE MARK 1 IS 52 FEET EAST OF THE CENTER OF THE CATTLE
 BN0691'GUARD, 26 FEET EAST OF THE GUY POLE AND 1 FOOT NORTH OF THE
 BN0691'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLICK
 BN0691'NO 1 1956.
 BN0691'
 BN0691'REFERENCE MARK 2 IS 52 FEET SOUTHEAST OF A 24 INCH OAK TREE,
 BN0691'36 FEET NORTH OF THE FENCE AND 38 FEET NORTHEAST OF THE
 BN0691'CENTERLINE OF THE ROAD.  THE MONUMENT IS 1 INCH UNDERGROUND
 BN0691'AND THE DISK IS STAMPED CLICK NO 2 1956.
 BN0691'
 BN0691'THE AZIMUTH MARK IS 90 FEET NORTHWEST OF A TELEPHONE POLE,
 BN0691'25 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT
 BN0691'NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES
 BN0691'AND THE DISK IS STAMPED CLICK 1956.
 BN0691'
 BN0691'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BN0691'
 BN0691'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES
 BN0691'WEST OF MARBLE FALLS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0602 ***********************************************************************
 EO0602  DESIGNATION -  CLICK
 EO0602  PID         -  EO0602
 EO0602  STATE/COUNTY-  TX/DEAF SMITH
 EO0602  USGS QUAD   -  HEREFORD NE (1971)
 EO0602
 EO0602                         *CURRENT SURVEY CONTROL
 EO0602  ___________________________________________________________________
 EO0602* NAD 83(1993)-  34 55 16.23132(N)    102 17 53.05242(W)     ADJUSTED  
 EO0602* NAVD 88     -      1167.0    (meters)    3829.     (feet)  VERTCON   
 EO0602  ___________________________________________________________________
 EO0602  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 EO0602  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 EO0602
 EO0602  HORZ ORDER  -  SECOND
 EO0602
 EO0602.The horizontal coordinates were established by classical geodetic methods
 EO0602.and adjusted by the National Geodetic Survey in February 1996..
 EO0602
 EO0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0602
 EO0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0602
 EO0602.The geoid height was determined by GEOID03.
 EO0602
 EO0602;                    North         East     Units Scale Factor Converg.
 EO0602;SPC TX N     - 1,102,487.103   127,080.412   MT  0.99994821   -0 27 45.0
 EO0602;SPC TX N     - 3,617,076.44    416,929.65   sFT  0.99994821   -0 27 45.0
 EO0602;UTM  13      - 3,867,634.769   746,823.561   MT  1.00035092   +1 32 51.0
 EO0602
 EO0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0602!SPC TX N     -   0.99982084  x   0.99994821  =   0.99976906
 EO0602!UTM  13      -   0.99982084  x   1.00035092  =   1.00017170
 EO0602
 EO0602|---------------------------------------------------------------------|
 EO0602| PID    Reference Object                     Distance      Geod. Az  |
 EO0602|                                                           dddmmss.s |
 EO0602| CJ6932 CLICK RM 1                           37.689 METERS 03215     |
 EO0602| CJ6933 CLICK RM 2                           28.977 METERS 16733     |
 EO0602| CJ6931 CLICK AZ MK                                        2780436.3 |
 EO0602|---------------------------------------------------------------------|
 EO0602
 EO0602                          SUPERSEDED SURVEY CONTROL
 EO0602
 EO0602  NAD 83(1986)-  34 55 16.23868(N)    102 17 53.04403(W) AD(       ) 2
 EO0602  NAD 27      -  34 55 16.02900(N)    102 17 51.32100(W) AD(       ) 2
 EO0602  NGVD 29 (07/19/86) 1166.5    (m)         3827.     (f) VERT ANG       
 EO0602
 EO0602.Superseded values are not recommended for survey control.
 EO0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0602.See file dsdata.txt to determine how the superseded data were derived.
 EO0602
 EO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU4682467635(NAD 83)
 EO0602_MARKER: DS = TRIANGULATION STATION DISK
 EO0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0602
 EO0602  HISTORY     - Date     Condition        Report By
 EO0602  HISTORY     - 1935     MONUMENTED       CGS
 EO0602  HISTORY     - 1956     GOOD             CGS
 EO0602  HISTORY     - 1968     MARK NOT FOUND   BGAS
 EO0602  HISTORY     - 1968     MARK NOT FOUND   CGS
 EO0602  HISTORY     - 1969     MARK NOT FOUND   CGS
 EO0602
 EO0602                          STATION DESCRIPTION
 EO0602
 EO0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0602'STATION IS ABOUT 8 MILES NE OF HEREFORD AND IS IN THE NE 1/4
 EO0602'OF SECTION 13, BLOCK K 13.  IT IS ON PROPERTY OWNED BY MR. O.L.
 EO0602'CLICK AND IS 90 FEET SW OF THE SW CORNER OF A CONCRETE PUMP
 EO0602'HOUSE.  IT IS ABOUT 0.1 MILE S OF AN E AND W ROAD AND IS 44
 EO0602'FEET W OF THE CENTER OF A N AND S ROAD.  THE MARK PROJECTS 8
 EO0602'INCHES.
 EO0602'
 EO0602'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0602'BRONZE DISKS SET IN CONCRETE.
 EO0602'
 EO0602'REFERENCE MARK NO. 1 IS NNE OF THE STATION.  IT IS 20 FEET E
 EO0602'OF THE CENTER OF THE ROAD AND 1 FOOT E OF THE FENCE.  THE MARK
 EO0602'PROJECTS 4 INCHES.
 EO0602'
 EO0602'REFERENCE MARK NO. 2 IS S OF THE STATION.  IT IS 23 FEET W
 EO0602'OF THE CENTER OF THE ROAD AND IS 1 FOOT W OF THE FENCE ON THE
 EO0602'W SIDE OF THE ROAD.  THE MARK PROJECTS 6 INCHES.
 EO0602'
 EO0602'THE STATION IS REACHED FROM THE RAILROAD DEPOT IN HEREFORD BY
 EO0602'GOING NE ON U.S. HIGHWAY 60, 4.1 MILES.  TURN N AND GO 4.4 MILES,
 EO0602'TURN E AND GO 2.0 MILES.  TURN N AND GO 0.9 MILE TO THE STATION
 EO0602'ON THE W SIDE OF THE ROAD.
 EO0602'
 EO0602'A 20-FOOT STAND WAS ERECTED.
 EO0602
 EO0602                          STATION RECOVERY (1956)
 EO0602
 EO0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 EO0602'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 EO0602'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 WAS DUG UP AND
 EO0602'LAYING BESIDE THE ROAD.
 EO0602'
 EO0602'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 EO0602
 EO0602                          STATION RECOVERY (1968)
 EO0602
 EO0602'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1968 (RLW)
 EO0602'STATION DESTROYED.  REFERENCE MARKS 1 AND 2 DESTROYED.  AZIMUTH
 EO0602'MARK CLICK 1935 IN GOOD CONDITION.  STATION MARK AND R.M. 2
 EO0602'WERE PULLED OUT BY THE LAND OWNER.  REFERENCE MARK 1 DESTROYED
 EO0602'BY ROAD MACHINERY.  THE UNDERGROUND MARK IS PROBABLY STILL IN
 EO0602'PLACE.
 EO0602
 EO0602                          STATION RECOVERY (1968)
 EO0602
 EO0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCF)
 EO0602'STATION NOT FOUND.  THE STATION AND REFERENCE MARKS WERE SEARCH
 EO0602'FOR BOT NO EVIDENCE WAS FOUND.  THE AREA IS UNDER CULTIVATION
 EO0602'AND IRRIGATION DITCHES HAVE BEEN BUILT WHERE THE OLD FENCE LINES
 EO0602'WERE.  IT IS ASSUMED THAT ALL MARKS HAVE BEEN DESTROYED.
 EO0602'
 EO0602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NE
 EO0602'OF HEREFORD.
 EO0602
 EO0602                          STATION RECOVERY (1969)
 EO0602
 EO0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 EO0602'TWO CONCRETE POST WERE FOUND DESTROYED AND LYING NEAR A FENCE
 EO0602'CORNER AND IT IS BELIEVED THESE WERE THE STATION MARK AND
 EO0602'REFERENCE MARK NO. 2.  THE DISK HAD BEEN REMOVED FROM THE POSTS
 EO0602'AND A POSITIVE IDENTIFICATION WAS NOT POSSIBLE.  REFERENCE MARK
 EO0602'NO. 1 AND THE AZIMUTH MARK WERE NOT FOUND AND APPEARS DESTROYED
 EO0602'BY GRADER OPERATIONS.
 EO0602'
 EO0602'ALL LAND NEAR THE STATION SITE IS IN CULTIVATION AND AN IRRIGATION
 EO0602'DITCH HAS BEEN DUG AT THE STATION SITE.  CONSIDERABLE PROBING WAS
 EO0602'DONE FOR THE UNDERGROUND STATION MARK AND IT IS BELIEVED TO
 EO0602'HAVE BEEN DESTROYED WHEN THE IRRIGATION DITCH WAS DUG.
 EO0602'
 EO0602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI NE OF
 EO0602'HEREFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1006 ***********************************************************************
 CD1006  DESIGNATION -  CLIFF
 CD1006  PID         -  CD1006
 CD1006  STATE/COUNTY-  TX/HUDSPETH
 CD1006  USGS QUAD   -  SALT FLAT (1984)
 CD1006
 CD1006                         *CURRENT SURVEY CONTROL
 CD1006  ___________________________________________________________________
 CD1006* NAD 83(1993)-  31 39 00.39754(N)    105 02 12.93801(W)     ADJUSTED  
 CD1006* NAVD 88     -      1283.     (meters)    4209.     (feet)  SCALED    
 CD1006  ___________________________________________________________________
 CD1006  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 CD1006  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 CD1006
 CD1006  HORZ ORDER  -  FIRST
 CD1006
 CD1006.The horizontal coordinates were established by classical geodetic methods
 CD1006.and adjusted by the National Geodetic Survey in February 1996..
 CD1006
 CD1006.The orthometric height was scaled from a topographic map.
 CD1006
 CD1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1006
 CD1006.The geoid height was determined by GEOID03.
 CD1006
 CD1006;                    North         East     Units Scale Factor Converg.
 CD1006;SPC TX C     - 3,229,310.692   254,020.270   MT  0.99994567   -2 25 21.5
 CD1006;SPC TX C     -10,594,830.16    833,398.17   sFT  0.99994567   -2 25 21.5
 CD1006;UTM  13      - 3,501,654.735   496,498.846   MT  0.99960015   -0 01 09.8
 CD1006
 CD1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1006!SPC TX C     -   0.99980226  x   0.99994567  =   0.99974794
 CD1006!UTM  13      -   0.99980226  x   0.99960015  =   0.99940249
 CD1006
 CD1006:                Primary Azimuth Mark                     Grid Az
 CD1006:SPC TX C     -  CLIFF AZ MK                              002 46 04.5
 CD1006:UTM  13      -  CLIFF AZ MK                              000 21 52.8
 CD1006
 CD1006|---------------------------------------------------------------------|
 CD1006| PID    Reference Object                     Distance      Geod. Az  |
 CD1006|                                                           dddmmss.s |
 CD1006| CH8625 CLIFF AZ MK                                        0002043.0 |
 CD1006| CH8626 CLIFF RM 1                           12.498 METERS 00923     |
 CD1006| CD0997 EL PASO FORT WORTH AWY BCN 8 B      APPROX.17.6 KM 0390855.2 |
 CD1006| CH8627 CLIFF RM 2                           11.602 METERS 11108     |
 CD1006| CD1004 EL PASO FORT WORTH AWY BCN 8 A      APPROX.11.4 KM 3381612.2 |
 CD1006|---------------------------------------------------------------------|
 CD1006
 CD1006                          SUPERSEDED SURVEY CONTROL
 CD1006
 CD1006  NAD 83(1986)-  31 39 00.39883(N)    105 02 12.93649(W) AD(       ) 1
 CD1006  NAD 27      -  31 38 59.96600(N)    105 02 11.13000(W) AD(       ) 1
 CD1006
 CD1006.Superseded values are not recommended for survey control.
 CD1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1006.See file dsdata.txt to determine how the superseded data were derived.
 CD1006
 CD1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR9649901655(NAD 83)
 CD1006_MARKER: DS = TRIANGULATION STATION DISK
 CD1006_SETTING: 66 = SET IN ROCK OUTCROP
 CD1006
 CD1006  HISTORY     - Date     Condition        Report By
 CD1006  HISTORY     - 1943     MONUMENTED       CGS
 CD1006
 CD1006                          STATION DESCRIPTION
 CD1006
 CD1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD1006'STATION IS LOCATED ABOUT 36.0 MILES (AIRLINE) N OF VAN HORN,
 CD1006'ABOUT 72.0 MILES (AIRLINE) SW OF CARLSBAD, NEW MEXICO AND 14.0
 CD1006'MILES SW OF THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY
 CD1006'54.  IT IS ABOUT 9.5 MILES DUE S OF THE SALT FLAT SERVICE
 CD1006'STATION, ON THE NE END OF A HIGH ROCKY MESA.
 CD1006'
 CD1006'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET
 CD1006'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CD1006'
 CD1006'STATION IS AT NE EDGE OF MESA, ABOUT 60 FEET SW OF EXTREME
 CD1006'EDGE WHERE MESA BREAKS OFF IN A SHEER CLIFF.  A BRONZE STATION
 CD1006'DISK SET IN ROCK OUTCROP.  STAMPED CLIFF 1943.
 CD1006'
 CD1006'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN ROCK
 CD1006'OUTCROP FLUSH WITH THE GROUND.  STAMPED CLIFF NO 1 1943.
 CD1006'
 CD1006'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN ROCK
 CD1006'OUTCROP FLUSH WITH THE GROUND.  STAMPED CLIFF NO 2 1943.
 CD1006'
 CD1006'AZIMUTH MARK IS 1.5 MILES N OF THE STATION, ABOUT 0.4 MILE
 CD1006'S OF THE AFOREMENTIONED OLD RANCH SITE, 0.1 MILE W OF TRACK
 CD1006'ROAD, AT SE END OF LOW ROCKY RIDGE.  A BRONZE AZIMUTH MARK
 CD1006'SET IN ROCK OUTCROP FLUSH WITH THE GROUND, 4.0 FEET W OF A
 CD1006'ROCK MONUMENT.  STAMPED CLIFF 1943.
 CD1006'
 CD1006'FROM JUNCTION OF STATE HIGHWAY 54, TURN LEFT, W, ON
 CD1006'U.S. HIGHWAY 62, AND GO 13.6 MILES TO A SIDE ROAD ABOUT 0.1
 CD1006'MILE E OF SALT FLAT SERVICE STATION.  LEAVE HIGHWAY AND GO
 CD1006'SE ON DIRT ROAD FOR 3.8 MILES TO A WINDMILL ON E SIDE OF ROAD.
 CD1006'CONTINUE S ON DIRT ROAD FOR 2.3 MILES TO AN OLD RANCH SITE.
 CD1006'TAKE RIGHT FORK, STRAIGHT AHEAD, AND FOLLOW DIM TRACK ROAD
 CD1006'FOR 2.1 MILES IN SW DIRECTION TO A LOW SADDLE BETWEEN TWO
 CD1006'RIDGES.  HERE PACK E UP HILL AND ACROSS TOP OF MESA FOR ABOUT
 CD1006'1.0 MILE TO NE END OF MESA AND STATION.
 CD1006'
 CD1006'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0932 ***********************************************************************
 BP0932  DESIGNATION -  CLIFF 1942
 BP0932  PID         -  BP0932
 BP0932  STATE/COUNTY-  TX/JEFF DAVIS
 BP0932  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0932
 BP0932                         *CURRENT SURVEY CONTROL
 BP0932  ___________________________________________________________________
 BP0932* NAD 83(1993)-  30 38 34.67134(N)    103 46 45.81382(W)     ADJUSTED  
 BP0932* NAVD 88     -      1618.     (meters)    5308.     (feet)  SCALED    
 BP0932  ___________________________________________________________________
 BP0932  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BP0932  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 BP0932
 BP0932  HORZ ORDER  -  THIRD
 BP0932
 BP0932.The horizontal coordinates were established by classical geodetic methods
 BP0932.and adjusted by the National Geodetic Survey in February 1996..
 BP0932
 BP0932.The orthometric height was scaled from a topographic map.
 BP0932
 BP0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0932
 BP0932.The geoid height was determined by GEOID03.
 BP0932
 BP0932;                    North         East     Units Scale Factor Converg.
 BP0932;SPC TX C     - 3,113,343.409   369,752.302   MT  0.99990119   -1 46 29.7
 BP0932;SPC TX C     -10,214,360.83  1,213,095.68   sFT  0.99990119   -1 46 29.7
 BP0932;UTM  13      - 3,390,669.560   616,962.738   MT  0.99976876   +0 37 19.9
 BP0932
 BP0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0932!SPC TX C     -   0.99974923  x   0.99990119  =   0.99965045
 BP0932!UTM  13      -   0.99974923  x   0.99976876  =   0.99951805
 BP0932
 BP0932                          SUPERSEDED SURVEY CONTROL
 BP0932
 BP0932  NAD 83(1986)-  30 38 34.67233(N)    103 46 45.81113(W) AD(       ) 3
 BP0932  NAD 27      -  30 38 34.11000(N)    103 46 44.17000(W) AD(       ) 3
 BP0932
 BP0932.Superseded values are not recommended for survey control.
 BP0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0932.See file dsdata.txt to determine how the superseded data were derived.
 BP0932
 BP0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP1696390670(NAD 83)
 BP0932_MARKER: Z = SEE DESCRIPTION
 BP0932_SETTING: 0 = UNSPECIFIED SETTING
 BP0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0932
 BP0932  HISTORY     - Date     Condition        Report By
 BP0932  HISTORY     - 1942     MONUMENTED       CGS
 BP0932
 BP0932                          STATION DESCRIPTION
 BP0932
 BP0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0932'STATION WAS NOT VISITED BY AN OBSERVING PARTY.  THE DESCRIPTION
 BP0932'GIVEN BELOW IS TAKEN FROM THE REPORT OF THE BUILDING FOREMAN.
 BP0932'
 BP0932'STATION IS ABOUT 10-1/2 MILES NE OF FORT DAVIS, ON A ROUGH,
 BP0932'BRUSHY HILL THAT IS COVERED WITH LARGE BOULDERS.  THE N, S, AND
 BP0932'W SIDES OF THE HILL ARE RIM ROCK.  THE STATION IS ABOUT 1/4
 BP0932'MILE NE OF THE RIM ROCK AND 0.4 MILE N OF THE S RIM.
 BP0932'
 BP0932'STATION MARK AND TWO REFERENCE MARKS SET.  STAMPED CLIFF 1942.
 BP0932'AZIMUTH MARK IS 0.3 MILE S OF THE STATION, ON S SIDE OF WASH.
 BP0932'
 BP0932'TO REACH FROM THE POST OFFICE IN FORT DAVIS GO N ON STATE HIGHWAY
 BP0932'118 FOR 0.9 MILE, TURN RIGHT ON GRADED DIRT ROAD AND GO 0.6
 BP0932'MILE, TAKE RIGHT FORK, STRAIGHT AHEAD, 1.0 MILE, THEN TAKE RIGHT
 BP0932'FORK 2.3 MILES TO THE FORTNER RANCH HOUSE BUILDINGS.  PASS TO
 BP0932'THE RIGHT OF THE HOUSE, THROUGH A GATE ON RIGHT SIDE OF CORRAL,
 BP0932'AND TAKE TRACK ROAD E 0.5 MILE, CROSS WASH, AND CONTINUE 0.1
 BP0932'MILE TO LOCKED GATE (NO. 57).  PASS THROUGH GATE AND CONTINUE
 BP0932'ON MAIN-TRAVELED ROAD NE 2.7 MILES, TURN LEFT (N) ON DIM TRACKS
 BP0932'AT 1 BY 10 BOARD READING USC AND GS ON N SIDE OF ROAD.  GO
 BP0932'0.7 MILE, CROSSING CREEK, AND TRAVELING NW AND N TO A WATER
 BP0932'TANK, CONTINUE ON TRACK ROAD 0.4 MILE TO FOOT OF RIDGE, AND
 BP0932'TURN RIGHT ACROSS COUNTRY AND UP HILL TOWARD CLIFFS 0.2 MILE TO
 BP0932'END OF TRUCK TRAVEL.  PACK SE TOWARD CLIFF, KEEPING ABOUT
 BP0932'100 YARDS S OF THE RIM.  AN OLD GAME TRAIL LEADS TO DRY WASH
 BP0932'IN CANYON.  FOLLOW DRY WASH, N, KEEPING LEFT FORK OF WASH
 BP0932'TO RIM, AND STATION.  PACKING TIME 1 HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0470 ***********************************************************************
 BO0470  DESIGNATION -  CLIFF ET
 BO0470  PID         -  BO0470
 BO0470  STATE/COUNTY-  TX/VAL VERDE
 BO0470  USGS QUAD   -  FOUR MILLS (1973)
 BO0470
 BO0470                         *CURRENT SURVEY CONTROL
 BO0470  ___________________________________________________________________
 BO0470* NAD 83(1993)-  30 04 41.01274(N)    100 42 01.55441(W)     ADJUSTED  
 BO0470* NAVD 88     -       663.3    (meters)    2176.     (feet)  VERTCON   
 BO0470  ___________________________________________________________________
 BO0470  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 BO0470  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BO0470
 BO0470  HORZ ORDER  -  SECOND
 BO0470
 BO0470.The horizontal coordinates were established by classical geodetic methods
 BO0470.and adjusted by the National Geodetic Survey in February 1996..
 BO0470
 BO0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0470
 BO0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0470
 BO0470.The geoid height was determined by GEOID03.
 BO0470
 BO0470;                    North         East     Units Scale Factor Converg.
 BO0470;SPC TXSC     - 4,249,973.319   436,074.658   MT  0.99994715   -0 49 59.0
 BO0470;SPC TXSC     -13,943,454.13  1,430,688.27   sFT  0.99994715   -0 49 59.0
 BO0470;UTM  14      - 3,328,654.038   336,113.732   MT  0.99993138   -0 51 08.7
 BO0470
 BO0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0470!SPC TXSC     -   0.99989938  x   0.99994715  =   0.99984654
 BO0470!UTM  14      -   0.99989938  x   0.99993138  =   0.99983077
 BO0470
 BO0470:                Primary Azimuth Mark                     Grid Az
 BO0470:SPC TXSC     -  MESA ET                                  043 54 57.6
 BO0470:UTM  14      -  MESA ET                                  043 56 07.3
 BO0470
 BO0470|---------------------------------------------------------------------|
 BO0470| PID    Reference Object                     Distance      Geod. Az  |
 BO0470|                                                           dddmmss.s |
 BO0470| BO0469 MESA ET                             APPROX. 3.9 KM 0430458.6 |
 BO0470| CV4584 CLIFF ET RM 1                        28.013 METERS 18843     |
 BO0470| CV4585 CLIFF ET RM 2                        34.255 METERS 29144     |
 BO0470|---------------------------------------------------------------------|
 BO0470
 BO0470                          SUPERSEDED SURVEY CONTROL
 BO0470
 BO0470  NAD 83(1986)-  30 04 41.00779(N)    100 42 01.54286(W) AD(       ) 2
 BO0470  NAD 27      -  30 04 40.28073(N)    100 42 00.19364(W) AD(       ) 2
 BO0470  NGVD 29 (07/19/86)  663.2    (m)         2176.     (f) VERT ANG       
 BO0470
 BO0470.Superseded values are not recommended for survey control.
 BO0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0470.See file dsdata.txt to determine how the superseded data were derived.
 BO0470
 BO0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU3611428654(NAD 83)
 BO0470_MARKER: DD = SURVEY DISK
 BO0470_SETTING: 66 = SET IN ROCK OUTCROP
 BO0470_SP_SET: PARTIALLY EXPOSED BEDROCK
 BO0470
 BO0470  HISTORY     - Date     Condition        Report By
 BO0470  HISTORY     - 1971     MONUMENTED       USGS
 BO0470
 BO0470                          STATION DESCRIPTION
 BO0470
 BO0470'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 BO0470'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO BRUSH
 BO0470'
 BO0470'THE STATION IS LOCATED SOUTH 5 DEGREES WEST, 34 MILES AIRLINE
 BO0470'DISTANCE FROM SONORA, TEXAS, ON A HIGH POINT OF NORTH-SOUTH RIDGE
 BO0470'ON LAND OWNED BY F. H. WHITEHEAD JR.
 BO0470'
 BO0470'TO REACH FROM SONORA, TEXAS, GO 35.2 MILES SOUTH ON U.S. HIGHWAY
 BO0470'277 TO WHITEHEAD RANCH ENTRANCE RIGHT, CONTINUE 1.6 MILES SOUTH ON
 BO0470'U.S. HIGHWAY 277 TO LOCKED GATES ON EACH SIDE OF HIGHWAY, FROM
 BO0470'HIGHWAY PACK 0.9 MILES EAST UP DRAIN TO TOP OF RIDGE THEN SOUTH
 BO0470'ALONG RIDGE TO STATION SITE.  400 FEET SOUTH OF EAST-WEST FENCE
 BO0470'AND 13 FEET SOUTHEAST OF A USGS WITNESS SIGN MOUNTED ON A METAL
 BO0470'POST.
 BO0470'
 BO0470'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET
 BO0470'IN BEDROCK.
 BO0470'
 BO0470'STATION MARK--TABLET PROJECTING 0.3 FEET ABOVE GROUND, AND STAMPED
 BO0470'CLIFF ET 1971.
 BO0470'
 BO0470'REFERENCE MARK NO. 1--TABLET PROJECTING 0.4 FEET ABOVE GROUND,
 BO0470'AND STAMPED CLIFF ET 1971-NO. 1.
 BO0470'
 BO0470'REFERENCE MARK NO. 2--TABLET IS FLUSH WITH THE GROUND, AND
 BO0470'STAMPED CLIFF ET 1971-NO. 2.
 BO0470'
 BO0470'STATION MESA ET 1971, IS VISIBLE FROM THE GROUND AT THIS STATION,
 BO0470'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE
 BO0470'FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1974 ***********************************************************************
 AY1974  DESIGNATION -  CLIFT
 AY1974  PID         -  AY1974
 AY1974  STATE/COUNTY-  TX/KENDALL
 AY1974  USGS QUAD   -  WARING (1982)
 AY1974
 AY1974                         *CURRENT SURVEY CONTROL
 AY1974  ___________________________________________________________________
 AY1974* NAD 83(1993)-  29 59 39.18538(N)    098 48 57.78138(W)     ADJUSTED  
 AY1974* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 AY1974  ___________________________________________________________________
 AY1974  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AY1974  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AY1974
 AY1974  HORZ ORDER  -  THIRD
 AY1974
 AY1974.The horizontal coordinates were established by classical geodetic methods
 AY1974.and adjusted by the National Geodetic Survey in February 1996..
 AY1974
 AY1974.The orthometric height was scaled from a topographic map.
 AY1974
 AY1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1974
 AY1974.The geoid height was determined by GEOID03.
 AY1974
 AY1974;                    North         East     Units Scale Factor Converg.
 AY1974;SPC TXSC     - 4,239,502.097   617,748.380   MT  0.99992927   +0 05 24.4
 AY1974;SPC TXSC     -13,909,099.80  2,026,729.48   sFT  0.99992927   +0 05 24.4
 AY1974;SPC TX C     - 3,037,310.692   846,406.049   MT  1.00003494   +0 46 53.4
 AY1974;SPC TX C     - 9,964,910.16  2,776,917.18   sFT  1.00003494   +0 46 53.4
 AY1974;UTM  14      - 3,318,158.916   517,742.559   MT  0.99960388   +0 05 31.1
 AY1974
 AY1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1974!SPC TXSC     -   0.99992743  x   0.99992927  =   0.99985671
 AY1974!SPC TX C     -   0.99992743  x   1.00003494  =   0.99996237
 AY1974!UTM  14      -   0.99992743  x   0.99960388  =   0.99953134
 AY1974
 AY1974|---------------------------------------------------------------------|
 AY1974| PID    Reference Object                     Distance      Geod. Az  |
 AY1974|                                                           dddmmss.s |
 AY1974| CV4587 CLIFT RM 1                           10.682 METERS 05244     |
 AY1974| CV4586 CLIFT AZ MK                                        1033041.3 |
 AY1974| CV4588 CLIFT RM 2                           22.920 METERS 20457     |
 AY1974|---------------------------------------------------------------------|
 AY1974
 AY1974                          SUPERSEDED SURVEY CONTROL
 AY1974
 AY1974  NAD 83(1986)-  29 59 39.19230(N)    098 48 57.76661(W) AD(       ) 3
 AY1974  NAD 27      -  29 59 38.40930(N)    098 48 56.65480(W) AD(       ) 3
 AY1974
 AY1974.Superseded values are not recommended for survey control.
 AY1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1974.See file dsdata.txt to determine how the superseded data were derived.
 AY1974
 AY1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1774318159(NAD 83)
 AY1974_MARKER: DS = TRIANGULATION STATION DISK
 AY1974_SETTING: 66 = SET IN ROCK OUTCROP
 AY1974
 AY1974  HISTORY     - Date     Condition        Report By
 AY1974  HISTORY     - 1956     MONUMENTED       CGS
 AY1974  HISTORY     - 19940323 GOOD             USPSQD
 AY1974
 AY1974                          STATION DESCRIPTION
 AY1974
 AY1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1974'THE STATION IS LOCATED ABOUT 6 MILES WEST OF SISTERDALE, 5 MILES
 AY1974'NORTHEAST OF COMFORT, 37 FEET EAST OF THE CENTER OF FARM ROAD
 AY1974'473, 6 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST AND
 AY1974'3 FEET WEST OF A FENCE.
 AY1974'
 AY1974'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 AY1974'FARM ROAD 473 AT THE NORTH EDGE OF COMFORT, GO EAST ON FARM
 AY1974'ROAD 473 FOR 6.05 MILES TO THE CLIFT STORE ON THE LEFT, CONTINUE
 AY1974'EASTERLY ON FARM ROAD 473 FOR 0.2 MILE TO THE STATION ON THE
 AY1974'LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON
 AY1974'FARM ROAD 473 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 AY1974'
 AY1974'THE STATION MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND,
 AY1974'AND THE DISK IS STAMPED CLIFT 1956.
 AY1974'
 AY1974'REFERENCE MARK 1 IS 28 FEET EAST OF A WIRE FENCE.  THE MARK
 AY1974'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CLIFT NO 1
 AY1974'1956.
 AY1974'
 AY1974'REFERENCE MARK 2 IS 38 FEET WEST OF THE CENTER OF THE ROAD AND
 AY1974'4 FEET WEST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND,
 AY1974'AND THE DISK IS STAMPED CLIFT NO 2 1956.
 AY1974'
 AY1974'THE AZIMUTH MARK IS 41 FEET WEST OF THE CENTER OF FARM ROAD 473
 AY1974'AND 5 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST.  THE MARK
 AY1974'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CLIFT 1956.
 AY1974
 AY1974                          STATION RECOVERY (1994)
 AY1974
 AY1974'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3028 ***********************************************************************
 AW3028  DESIGNATION -  CLIFTON RESET
 AW3028  PID         -  AW3028
 AW3028  STATE/COUNTY-  TX/GALVESTON
 AW3028  USGS QUAD   -  BACLIFF (1993)
 AW3028
 AW3028                         *CURRENT SURVEY CONTROL
 AW3028  ___________________________________________________________________
 AW3028* NAD 83(1993)-  29 30 34.02917(N)    094 58 14.60729(W)     ADJUSTED  
 AW3028* NAVD 88     -         3.927  (meters)      12.88   (feet)  ADJUSTED  
 AW3028  ___________________________________________________________________
 AW3028  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW3028  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW3028  DYNAMIC HT  -           3.922 (meters)      12.87  (feet)  COMP
 AW3028  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 AW3028
 AW3028  HORZ ORDER  -  SECOND
 AW3028  VERT ORDER  -  FIRST     CLASS II
 AW3028
 AW3028.The horizontal coordinates were established by classical geodetic methods
 AW3028.and adjusted by the National Geodetic Survey in February 1996..
 AW3028
 AW3028.The orthometric height was determined by differential leveling
 AW3028.and adjusted by the National Geodetic Survey in June 1991..
 AW3028
 AW3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3028
 AW3028.The geoid height was determined by GEOID03.
 AW3028
 AW3028.The dynamic height is computed by dividing the NAVD 88
 AW3028.geopotential number by the normal gravity value computed on the
 AW3028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW3028.degrees latitude (g = 980.6199 gals.).
 AW3028
 AW3028.The modeled gravity was interpolated from observed gravity values.
 AW3028
 AW3028;                    North         East     Units Scale Factor Converg.
 AW3028;SPC TXSC     - 4,192,486.696   990,538.723   MT  0.99986787   +1 58 26.4
 AW3028;SPC TXSC     -13,754,850.10  3,249,792.46   sFT  0.99986787   +1 58 26.4
 AW3028;UTM  15      - 3,266,049.285   308,980.838   MT  1.00005024   -0 58 15.6
 AW3028
 AW3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3028!SPC TXSC     -   1.00000362  x   0.99986787  =   0.99987149
 AW3028!UTM  15      -   1.00000362  x   1.00005024  =   1.00005386
 AW3028
 AW3028:                Primary Azimuth Mark                     Grid Az
 AW3028:SPC TXSC     -  HOUSTON SHIP CHAN LT 79                  001 30 57.3
 AW3028:UTM  15      -  HOUSTON SHIP CHAN LT 79                  004 27 39.3
 AW3028
 AW3028|---------------------------------------------------------------------|
 AW3028| PID    Reference Object                     Distance      Geod. Az  |
 AW3028|                                                           dddmmss.s |
 AW3028| AW6193 HOUSTON SHIP CHAN LT 79             APPROX.13.3 KM 0032923.7 |
 AW3028| AW6089 GALVESTON BAY UPPER RG B F LT       APPROX.12.2 KM 0040508.5 |
 AW3028| AW6199 HOUSTON SHIP CHAN LT 80             APPROX.13.4 KM 0041359.0 |
 AW3028| AW6115 HOUSTON SHIP CHAN LT 75             APPROX.10.9 KM 0085701.8 |
 AW3028| AW6134 HOUSTON SHIP CHAN LT 76             APPROX.10.9 KM 0095332.2 |
 AW3028| AW6090 GALVESTON BAY UPPER RG A F LT       APPROX. 9.5 KM 0135632.8 |
 AW3028| AW6093 GALVESTON BAY UPPER RNG A R LT      APPROX. 8.3 KM 0192326.3 |
 AW3028| AW6133 GALV BAY UP RNG A REAR LT           APPROX. 8.3 KM 0192412.9 |
 AW3028| AW6112 HOUSTON SHIP CHAN LT 71 1962        APPROX. 9.2 KM 0195258.5 |
 AW3028| AW6111 HOUSTON SHIP CHAN LT 71             APPROX. 9.1 KM 0195925.5 |
 AW3028| AW6131 HOUSTON SHIP CHAN LT 72             APPROX. 9.3 KM 0203944.3 |
 AW3028| AW6109 HOUSTON SHIP CHAN LT 72             APPROX. 9.3 KM 0204157.9 |
 AW3028| AW6108 HOUSTON SHIP CHAN LT 67             APPROX. 7.9 KM 0350151.1 |
 AW3028| AW6107 HOUSTON SHIP CHAN LT 67             APPROX. 7.9 KM 0350416.5 |
 AW3028| AW6105 HOUSTON SHIP CHAN LT 68             APPROX. 8.1 KM 0352956.7 |
 AW3028| AW6128 HOUSTON SHIP CHAN LT 68             APPROX. 8.1 KM 0353109.0 |
 AW3028| AW6129 HOUSTON SHIP CHAN LT 68 1962        APPROX. 8.1 KM 0353111.5 |
 AW3028| AW6127 HOUSTON SHIP CHAN LT 63 1962        APPROX. 7.4 KM 0532352.1 |
 AW3028| AW6126 HOUSTON SHIP CHAN LT 63             APPROX. 7.4 KM 0532457.5 |
 AW3028| AW6125 HOUSTON SHIP CHAN LT 63             APPROX. 7.4 KM 0532521.4 |
 AW3028| AW6122 HOUSTON SHIP CHAN LT 16             APPROX. 7.6 KM 0533227.2 |
 AW3028| AW6123 HOUSTON SHIP CHAN LT 64             APPROX. 7.6 KM 0533320.0 |
 AW3028| AW6124 HOUSTON SHIP CHAN LT 64             APPROX. 7.6 KM 0533308.4 |
 AW3028| AW6100 HOUSTON SHIP CHAN LT 60             APPROX. 7.9 KM 0715839.9 |
 AW3028| AW6099 HOUSTON SHIP CHAN LT 60             APPROX. 7.9 KM 0721332.7 |
 AW3028| AW6098 HOUSTON SHIP CHAN LT 14             APPROX. 7.9 KM 0722351.6 |
 AW3028| AW6102 HOUSTON SHIP CHAN LT 59             APPROX. 7.7 KM 0724038.8 |
 AW3028| AW6101 HOUSTON SHIP CHAN LT 15             APPROX. 7.8 KM 0724138.1 |
 AW3028| AW6092 RED FISH BAR INNER RNG R LT         APPROX. 9.0 KM 0823803.5 |
 AW3028| AW6121 RED FISH BAR CUT LIGHT              APPROX. 9.2 KM 0903950.5 |
 AW3028| AW6097 HOUSTON SHIP CHAN LT 13             APPROX. 9.1 KM 0911135.3 |
 AW3028| AW5852 HOUSTON SHIP CHAN LT 54             APPROX.10.4 KM 0985411.8 |
 AW3028| CV9700 CLIFTON RM 1                                       12548     |
 AW3028| CV9701 CLIFTON RM 2                         27.290 METERS 20217     |
 AW3028| AW6767 DICKINSON ICE AND FUEL CO TANK      APPROX. 9.6 KM 2380451.7 |
 AW3028| AW1584 HANSON                              APPROX. 4.7 KM 3054052.3 |
 AW3028|---------------------------------------------------------------------|
 AW3028
 AW3028                          SUPERSEDED SURVEY CONTROL
 AW3028
 AW3028  NAD 83(1986)-  29 30 34.04545(N)    094 58 14.58840(W) AD(       ) 2
 AW3028  NGVD 29 (12/23/87)    3.924  (m)           12.87   (f) ADJUSTED    1 2
 AW3028
 AW3028.Superseded values are not recommended for survey control.
 AW3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3028.See file dsdata.txt to determine how the superseded data were derived.
 AW3028
 AW3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0898166049(NAD 83)
 AW3028_MARKER: DS = TRIANGULATION STATION DISK
 AW3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3028_SP_SET: CONCRETE POST
 AW3028_STAMPING: CLIFTON 1933 1960
 AW3028_MARK LOGO: CGS   
 AW3028_PROJECTION: RECESSED 5 CENTIMETERS
 AW3028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3028+STABILITY: SURFACE MOTION
 AW3028
 AW3028  HISTORY     - Date     Condition        Report By
 AW3028  HISTORY     - 1960     MONUMENTED       CGS
 AW3028  HISTORY     - 1960     GOOD             CGS
 AW3028  HISTORY     - 1963     GOOD             CGS
 AW3028  HISTORY     - 1964     GOOD             CGS
 AW3028  HISTORY     - 1965     GOOD             CGS
 AW3028  HISTORY     - 1973     GOOD             NGS
 AW3028  HISTORY     - 1973     GOOD             NGS
 AW3028  HISTORY     - 1978     GOOD             NGS
 AW3028  HISTORY     - 1987     GOOD             USPSQD
 AW3028  HISTORY     - 1987     GOOD             USPSQD
 AW3028  HISTORY     - 1987     GOOD             NGS
 AW3028  HISTORY     - 1988     GOOD             USPSQD
 AW3028  HISTORY     - 1988     GOOD             USPSQD
 AW3028  HISTORY     - 1988     GOOD             USPSQD
 AW3028  HISTORY     - 1988     GOOD             USPSQD
 AW3028  HISTORY     - 1988     GOOD             USPSQD
 AW3028  HISTORY     - 1988     GOOD             USPSQD
 AW3028  HISTORY     - 1988     GOOD             USPSQD
 AW3028  HISTORY     - 1988     GOOD             USPSQD
 AW3028  HISTORY     - 1988     GOOD             USPSQD
 AW3028  HISTORY     - 19910819 GOOD             USPSQD
 AW3028
 AW3028                          STATION DESCRIPTION
 AW3028
 AW3028'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW3028'THE SURFACE MARK HAS BEEN DESTROYED BY SLOPING OF THE BANK.
 AW3028'THE SUB-SURFACE MARK WAS RECOVERED IN GOOD CONDITION.  R.M. 2
 AW3028'WAS RECOVERED IN POOR CONDITION AND WITH THE ARROW POINTING
 AW3028'AWAY FROM THE STATION.  A NEW SURFACE MARK WAS PLACED EXACTLY OVER
 AW3028'THE SUB-SURFACE MARK.  R.M.S 3 AND 4 WERE ESTABLISHED.  REVISED
 AW3028'DESCRIPTION FOLLOWS.  LOCATED ABOUT 4.5 MILES SOUTHEAST OF
 AW3028'SEABROOK IN THE SETTLEMENT KNOWN AS BAYCLIFF, IN A VACANT LOT
 AW3028'OWNED BY MR. KURTZ OF PASADENA.  THE STATION IS ON A SLOPE
 AW3028'259.2 FEET NORTHEAST OF THE CENTERLINE OF FARM ROAD 517, 73.8
 AW3028'FEET SOUTHWEST OF THE WOOD BULKHEAD ALONG THE BAY, 58.5 FEET
 AW3028'SOUTHEAST OF A LONE TREE (SOUTHERLY OF 2), AND 11.0 FEET
 AW3028'NORTHEAST OF THE TOP OF THE SLOPE.  A STANDARD DISK
 AW3028'STAMPED CLIFTON 1933 1960 IN TOP OF A CONCRETE MONUMENT
 AW3028'FLUSH WITH THE GROUND.
 AW3028'
 AW3028'R.M. 3 IS SOUTHWEST OF THE STATION 49.5 FEET NORTHEAST OF THE
 AW3028'CENTERLINE OF FARM ROAD 517 AND 2.0 FEET SOUTHEAST OF A
 AW3028'TELEPHONE LINE POLE.  A STANDARD DISK STAMPED CLIFTON NO 3
 AW3028'1960 IN TOP OF A CONCRETE MONUMENT PROJECTING 4 INCHES.
 AW3028'
 AW3028'R.M. 4 IS NORTHWEST OF THE STATION ON THE SLOPE, 70.0 FEET
 AW3028'SOUTHWEST OF THE WOOD BULKHEAD AND 12.8 FEET NORTHEAST OF A LONE
 AW3028'TREE (SOUTHERLY OF TWO).  A STANDARD DISK STAMPED CLIFTON NO
 AW3028'4 1960 IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW3028'
 AW3028'TO REACH FROM THE INTERSECTION OF FARM ROAD 517 AND STATE
 AW3028'HIGHWAY 146 SOUTHWEST OF BAYCLIFF, GO NORTHEAST ON FARM ROAD
 AW3028'517 1.3 MILES TO A 90 DEGREE CURVE, TURN RIGHT ON 517 0.45
 AW3028'MILE TO THE STATION ON THE LEFT.
 AW3028
 AW3028                          STATION RECOVERY (1960)
 AW3028
 AW3028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW3028'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 AW3028'CONDITION.  THE 1960 RECOVERY NOTE IS COMPLETE.
 AW3028
 AW3028                          STATION RECOVERY (1963)
 AW3028
 AW3028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW3028'RECOVERED IN GOOD CONDITION.  THE 1960 RECOVERY NOTE IS
 AW3028'ADEQUATE.
 AW3028'
 AW3028'THE STATION IS 1.0 FOOT NORTH OF A PROPERTY LINE CYCLONE
 AW3028'FENCE.
 AW3028
 AW3028                          STATION RECOVERY (1964)
 AW3028
 AW3028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW3028'ABOUT 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE
 AW3028'POST OFFICE AT KEMAH, THENCE 1.4 MILES NORTHEAST ALONG FARM ROAD
 AW3028'517, THENCE 0.4 MILE EAST ALONG FARM ROAD 517, ABOUT 0.7 MILE
 AW3028'NORTHEAST OF THE POST OFFICE AT BACLIFF, 270 FEET NORTH OF THE
 AW3028'CENTER LINE OF THE ROAD, 66 FEET NORTHWEST OF THE NORTHWEST
 AW3028'CORNER OF A HOUSE, 77 FEET SOUTH OF THE SOUTH RETAINING
 AW3028'WALL ALONG THE SHORE OF A BAY, 0.7 FOOT WEST OF A WIRE MESH
 AW3028'FENCE, 1.0 FOOT NORTH OF A WOODEN WITNESS POST, ABOUT 3 FEET
 AW3028'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AW3028'POST FLUSH WITH THE GROUND.
 AW3028'
 AW3028'CLIFTON R.M. 3 IS 50 FEET NORTH OF THE CENTER LINE OF THE
 AW3028'ROAD, 9-1/2 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 AW3028'TO HOUSE NUMBER 5019, 209-1/2 FEET SOUTH OF THE STATION MARK,
 AW3028'2 FEET EAST OF A TELEPHONE POLE, 1.8 FEET WEST OF A WIRE MESH
 AW3028'FENCE, ABOUT LEVEL WITH THE ROAD, AND PROJECTING 4 INCHES ABOVE
 AW3028'THE LEVEL OF THE GROUND.
 AW3028'
 AW3028'CLIFTON R.M. 4 IS 270 FEET NORTH OF THE CENTER LINE OF THE
 AW3028'ROAD, 115 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 AW3028'57-1/2 FEET NORTH OF A WIRE MESH FENCE AROUND 2 HOUSES, 77 FEET
 AW3028'SOUTH OF THE SOUTH RETAINING WALL OF THE SHORE OF A BAY, 13-1/2
 AW3028'FEET NORTH OF A 16-INCH OAK TREE WITH A WITNESS SIGN NAILED ON
 AW3028'THE SOUTH SIDE, 57 FEET NORTH OF THE STATION MARK, ABOUT 3
 AW3028'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 AW3028'CONCRETE POST FLUSH WITH THE GROUND.
 AW3028
 AW3028                          STATION RECOVERY (1965)
 AW3028
 AW3028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW3028'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THERE
 AW3028'IS NOW A STEEL, HURRICANE TYPE FENCE ACROSS THE STATION.  IT
 AW3028'CAN BE OCCUPIED ONLY BY REMOVING THE FENCE OR BUILDING A STAND
 AW3028'OF SUFFICIENT HEIGHT TO CLEAR THE FENCE.
 AW3028
 AW3028                          STATION RECOVERY (1973)
 AW3028
 AW3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3028'2.9 MI W FROM SAN LEON.
 AW3028'2.9 MILES WEST ALONG FARM ROAD 517 FROM THE POST OFFICE AT SAN LEON,
 AW3028'0.7 MILE NORTHEAST OF THE POST OFFICE AT BACLIFF, BETWEEN HOUSES
 AW3028'NUMBER 5019 AND 5013, 270.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 AW3028'66.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NUMBER 5019, 77.0
 AW3028'FEET SOUTH OF A WOODEN RETAINING WALL, 57.0 FEET EAST OF REFERENCE
 AW3028'MARK NO. 4, 0.7 FOOT WEST OF A CHAIN LINK FENCE BETWEEN THE HOUSES,
 AW3028'1.0 FOOT NORTH OF A WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 AW3028'POST, ABOUT 1-INCH BELOW THE LEVEL OF THE GROUND.
 AW3028
 AW3028                          STATION RECOVERY (1973)
 AW3028
 AW3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3028'CLIFTON STATION AND REFERENCE MARKS NO. 4 AND 3 WERE RECOVERED
 AW3028'AND LEVELED OVER BY LEVEL PARTY G-36 IN MAY 1973.
 AW3028'
 AW3028'STATION, STAMPED CLIFTON 1933 1960 66.0 FEET NORTHWEST OF THE
 AW3028'NORTHWEST CORNER OF HOUSE NO. 5019, 270.0 FEET NORTH OF THE
 AW3028'CENTER LINE OF THE ROAD, 0.7 FOOT WEST OF A CHAIN LINK FENCE,
 AW3028'57.0 FEET EAST OF REFERENCE MARK NO. 4, SET IN THE TOP OF A
 AW3028'CONCRETE POST 1-INCH UNDERGROUND.
 AW3028'
 AW3028'REFERENCE MARK, STAMPED CLIFTON NO 4 1960, 60.0 FEET NORTH-NORTHEAST
 AW3028'OF THE NORTHEAST CORNER OF HOUSE 5013, 57.5 FEET WEST OF
 AW3028'A CHAIN LINK FENCE, 13.5 FEET NORTH OF A 16-INCH OAK TREE
 AW3028'WITH WITNESS TAG, 57.0 FEET WEST OF THE STATION, SET IN
 AW3028'THE TOP OF A CONCRETE POST 1-INCH BELOW THE LEVEL OF THE GROUND.
 AW3028'
 AW3028'REFERENCE MARK, STAMPED CLIFTON NO 3 1960, 209.5 FEET SOUTH OF
 AW3028'THE STATION MARK, 50.0 FEET NORTH OF THE CENTER LINE OF THE
 AW3028'ROAD, 15.3 FEET WEST-NORTHWEST OF A POWER POLE, 1.7 FEET
 AW3028'SOUTHWEST OF A CHAIN LINK FENCE, SET IN THE TOP OF A CONCRETE
 AW3028'POST 2-INCHES BELOW THE LEVEL OF THE GROUND.
 AW3028'
 AW3028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.9 MILES
 AW3028'WEST ALONG FARM ROAD 517 FROM THE POST OFFICE AT SAN LEON,
 AW3028'0.7 MILE NORTHEAST OF THE POST OFFICE AT BACLIFF.
 AW3028
 AW3028                          STATION RECOVERY (1978)
 AW3028
 AW3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3028'RECOVERED IN GOOD CONDITION.
 AW3028
 AW3028                          STATION RECOVERY (1987)
 AW3028
 AW3028'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW3028'RECOVERED IN GOOD CONDITION.
 AW3028
 AW3028                          STATION RECOVERY (1987)
 AW3028
 AW3028'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW3028'RECOVERED IN GOOD CONDITION.
 AW3028
 AW3028                          STATION RECOVERY (1987)
 AW3028
 AW3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW3028'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 AW3028'MARK IS STAMPED CLIFTON-- NOT CLIFRON--AND THE HOUSE NUMBER SHOULD BE
 AW3028'CHANGED TO 5017-- NOT 5019.
 AW3028
 AW3028                          STATION RECOVERY (1988)
 AW3028
 AW3028'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW3028'RECOVERED IN GOOD CONDITION.
 AW3028
 AW3028                          STATION RECOVERY (1988)
 AW3028
 AW3028'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW3028'RECOVERED IN GOOD CONDITION.
 AW3028
 AW3028                          STATION RECOVERY (1988)
 AW3028
 AW3028'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW3028'RECOVERED IN GOOD CONDITION.
 AW3028
 AW3028                          STATION RECOVERY (1988)
 AW3028
 AW3028'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW3028'RECOVERED IN GOOD CONDITION.
 AW3028
 AW3028                          STATION RECOVERY (1988)
 AW3028
 AW3028'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW3028'RECOVERED IN GOOD CONDITION.
 AW3028
 AW3028                          STATION RECOVERY (1988)
 AW3028
 AW3028'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW3028'RECOVERED IN GOOD CONDITION.
 AW3028
 AW3028                          STATION RECOVERY (1988)
 AW3028
 AW3028'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW3028'RECOVERED IN GOOD CONDITION.
 AW3028
 AW3028                          STATION RECOVERY (1988)
 AW3028
 AW3028'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW3028'RECOVERED IN GOOD CONDITION.
 AW3028
 AW3028                          STATION RECOVERY (1988)
 AW3028
 AW3028'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW3028'RECOVERED IN GOOD CONDITION.
 AW3028
 AW3028                          STATION RECOVERY (1991)
 AW3028
 AW3028'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1594 ***********************************************************************
 AW1594  DESIGNATION -  CLIFTON RM 3
 AW1594  PID         -  AW1594
 AW1594  STATE/COUNTY-  TX/GALVESTON
 AW1594  USGS QUAD   -  BACLIFF (1993)
 AW1594
 AW1594                         *CURRENT SURVEY CONTROL
 AW1594  ___________________________________________________________________
 AW1594* NAD 83(1986)-  29 30 34.     (N)    094 58 14.     (W)     SCALED    
 AW1594* NAVD 88     -         4.55   (+/-2cm)      14.9    (feet)  VERTCON   
 AW1594  ___________________________________________________________________
 AW1594  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW1594
 AW1594  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1594
 AW1594.The horizontal coordinates were scaled from a topographic map and have
 AW1594.an estimated accuracy of +/- 6 seconds.
 AW1594
 AW1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1594.The vertical order pertains to the NGVD 29 superseded value.
 AW1594
 AW1594.The geoid height was determined by GEOID03.
 AW1594
 AW1594;                    North         East    Units  Estimated Accuracy
 AW1594;SPC TXSC     - 4,192,490.      990,560.      MT  (+/- 180 meters Scaled)
 AW1594
 AW1594                          SUPERSEDED SURVEY CONTROL
 AW1594
 AW1594  NGVD 29 (??/??/92)    4.544  (m)           14.91   (f) ADJ UNCH    1 2
 AW1594
 AW1594.Superseded values are not recommended for survey control.
 AW1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1594.See file dsdata.txt to determine how the superseded data were derived.
 AW1594
 AW1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN089660(NAD 83)
 AW1594_MARKER: DR = REFERENCE MARK DISK
 AW1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1594_STAMPING: CLIFTON NO 3 1960
 AW1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1594+STABILITY: SURFACE MOTION
 AW1594
 AW1594  HISTORY     - Date     Condition        Report By
 AW1594  HISTORY     - 1960     MONUMENTED       CGS
 AW1594  HISTORY     - 1973     GOOD             NGS
 AW1594  HISTORY     - 1978     GOOD             NGS
 AW1594  HISTORY     - 1987     GOOD             USPSQD
 AW1594  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1594  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1594  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 AW1594
 AW1594                          STATION DESCRIPTION
 AW1594
 AW1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1594'2.9 MI W FROM SAN LEON.
 AW1594'2.9 MILES WEST ALONG FARM ROAD 517 FROM THE POST OFFICE AT SAN LEON,
 AW1594'0.7 MILE NORTHEAST OF THE POST OFFICE AT BACLIFF, AT HOUSE NUMBER
 AW1594'5019, 50.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9.5 FEET WEST OF
 AW1594'A PAVED DRIVE TO THE HOUSE, 209.5 FEET SOUTH OF THE STATION MARK, 15.3
 AW1594'FEET WEST-NORTHWEST OF A POWER POLE, 1.7 FEET SOUTHWEST OF A CHAIN
 AW1594'LINK FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES
 AW1594'ABOVE THE GROUND.
 AW1594
 AW1594                          STATION RECOVERY (1978)
 AW1594
 AW1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1594'RECOVERED IN GOOD CONDITION.
 AW1594
 AW1594                          STATION RECOVERY (1987)
 AW1594
 AW1594'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW1594'RECOVERED IN GOOD CONDITION.
 AW1594
 AW1594                          STATION RECOVERY (1987)
 AW1594
 AW1594'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1594'MARK NOT FOUND.
 AW1594
 AW1594                          STATION RECOVERY (1987)
 AW1594
 AW1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1594'NOT RECOVERED, NO EVIDENCE OF THE MARK WAS FOUND.
 AW1594
 AW1594                          STATION RECOVERY (1999)
 AW1594
 AW1594'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1592 ***********************************************************************
 AW1592  DESIGNATION -  CLIFTON RM 4
 AW1592  PID         -  AW1592
 AW1592  STATE/COUNTY-  TX/GALVESTON
 AW1592  USGS QUAD   -  BACLIFF (1993)
 AW1592
 AW1592                         *CURRENT SURVEY CONTROL
 AW1592  ___________________________________________________________________
 AW1592* NAD 83(1986)-  29 30 34.     (N)    094 58 14.     (W)     SCALED    
 AW1592* NAVD 88     -         3.772  (meters)      12.38   (feet)  ADJUSTED  
 AW1592  ___________________________________________________________________
 AW1592  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW1592  DYNAMIC HT  -           3.767 (meters)      12.36  (feet)  COMP
 AW1592  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 AW1592
 AW1592  VERT ORDER  -  FIRST     CLASS II
 AW1592
 AW1592.The horizontal coordinates were scaled from a topographic map and have
 AW1592.an estimated accuracy of +/- 6 seconds.
 AW1592
 AW1592.The orthometric height was determined by differential leveling
 AW1592.and adjusted by the National Geodetic Survey in June 1991..
 AW1592
 AW1592.The geoid height was determined by GEOID03.
 AW1592
 AW1592.The dynamic height is computed by dividing the NAVD 88
 AW1592.geopotential number by the normal gravity value computed on the
 AW1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1592.degrees latitude (g = 980.6199 gals.).
 AW1592
 AW1592.The modeled gravity was interpolated from observed gravity values.
 AW1592
 AW1592;                    North         East    Units  Estimated Accuracy
 AW1592;SPC TXSC     - 4,192,490.      990,560.      MT  (+/- 180 meters Scaled)
 AW1592
 AW1592                          SUPERSEDED SURVEY CONTROL
 AW1592
 AW1592  NGVD 29 (12/23/87)    3.769  (m)           12.37   (f) ADJUSTED    1 2
 AW1592
 AW1592.Superseded values are not recommended for survey control.
 AW1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1592.See file dsdata.txt to determine how the superseded data were derived.
 AW1592
 AW1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN089660(NAD 83)
 AW1592_MARKER: DR = REFERENCE MARK DISK
 AW1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1592_SP_SET: CONCRETE POST
 AW1592_STAMPING: CLIFTON NO 4 1960
 AW1592_MARK LOGO: CGS   
 AW1592_PROJECTION: RECESSED 5 CENTIMETERS
 AW1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1592+STABILITY: SURFACE MOTION
 AW1592
 AW1592  HISTORY     - Date     Condition        Report By
 AW1592  HISTORY     - 1960     MONUMENTED       CGS
 AW1592  HISTORY     - 1973     GOOD             NGS
 AW1592  HISTORY     - 1978     GOOD             NGS
 AW1592  HISTORY     - 1987     GOOD             USPSQD
 AW1592  HISTORY     - 1987     GOOD             USPSQD
 AW1592  HISTORY     - 1987     GOOD             NGS
 AW1592  HISTORY     - 1988     GOOD             USPSQD
 AW1592  HISTORY     - 1988     GOOD             USPSQD
 AW1592  HISTORY     - 1988     GOOD             USPSQD
 AW1592  HISTORY     - 1988     GOOD             USPSQD
 AW1592  HISTORY     - 1988     GOOD             USPSQD
 AW1592  HISTORY     - 1988     GOOD             USPSQD
 AW1592  HISTORY     - 1988     GOOD             USPSQD
 AW1592  HISTORY     - 1988     GOOD             USPSQD
 AW1592  HISTORY     - 1988     GOOD             USPSQD
 AW1592  HISTORY     - 1988     GOOD             USPSQD
 AW1592  HISTORY     - 1989     GOOD             USPSQD
 AW1592  HISTORY     - 1991     GOOD             USPSQD
 AW1592
 AW1592                          STATION DESCRIPTION
 AW1592
 AW1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1592'2.9 MI W FROM SAN LEON.
 AW1592'2.9 MILES WEST ALONG FARM ROAD 517 FROM THE POST OFFICE AT SAN LEON,
 AW1592'0.7 MILE NORTHEAST OF THE POST OFFICE AT BAYCLIFF, IN THE BACK YARD OF
 AW1592'HOUSE NUMBER 5013, 270.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 AW1592'60.0 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NUMBER
 AW1592'5013, 60.0 FEET EAST-SOUTHEAST OF A CHAIN LINK FENCE, 57.5 FEET WEST
 AW1592'OF A CHAIN LINK FENCE, 57.0 FEET WEST OF THE STATION MARK, 13.5 FEET
 AW1592'NORTH OF A 16-INCH OAK TREE BEARING WITNESS TAG, SET IN THE TOP OF A
 AW1592'CONCRETE POST, AND ABOUT 1-INCH BELOW THE LEVEL OF THE GROUND.
 AW1592
 AW1592                          STATION RECOVERY (1978)
 AW1592
 AW1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1987)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1987)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1987)
 AW1592
 AW1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1592'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 AW1592'OAK TREE WITH THE WITNESS SIGN ATTACHED MENTIONED THEREIN NO LONGER
 AW1592'EXIST, AND THE MARK IS STAMPED CLIFTON--NOT CLIFRON.
 AW1592
 AW1592                          STATION RECOVERY (1988)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1988)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1988)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1988)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1988)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1988)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1988)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1988)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1988)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1988)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1989)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1592'RECOVERED IN GOOD CONDITION.
 AW1592
 AW1592                          STATION RECOVERY (1991)
 AW1592
 AW1592'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0610 ***********************************************************************
 AZ0610  DESIGNATION -  CLINE 1924
 AZ0610  PID         -  AZ0610
 AZ0610  STATE/COUNTY-  TX/KINNEY
 AZ0610  USGS QUAD   -  ODLAW (1974)
 AZ0610
 AZ0610                         *CURRENT SURVEY CONTROL
 AZ0610  ___________________________________________________________________
 AZ0610* NAD 83(1993)-  29 12 02.84341(N)    100 08 31.51467(W)     ADJUSTED  
 AZ0610* NAVD 88     -       459.5    (meters)    1508.     (feet)  VERTCON   
 AZ0610  ___________________________________________________________________
 AZ0610  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AZ0610  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0610
 AZ0610  HORZ ORDER  -  FIRST
 AZ0610
 AZ0610.The horizontal coordinates were established by classical geodetic methods
 AZ0610.and adjusted by the National Geodetic Survey in February 1996..
 AZ0610
 AZ0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0610
 AZ0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0610
 AZ0610.The geoid height was determined by GEOID03.
 AZ0610
 AZ0610;                    North         East     Units Scale Factor Converg.
 AZ0610;SPC TXSC     - 4,152,092.671   488,948.650   MT  0.99986596   -0 33 34.3
 AZ0610;SPC TXSC     -13,622,324.04  1,604,159.03   sFT  0.99986596   -0 33 34.3
 AZ0610;UTM  14      - 3,230,771.650   388,972.544   MT  0.99975211   -0 33 26.1
 AZ0610
 AZ0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0610!SPC TXSC     -   0.99993139  x   0.99986596  =   0.99979735
 AZ0610!UTM  14      -   0.99993139  x   0.99975211  =   0.99968351
 AZ0610
 AZ0610:                Primary Azimuth Mark                     Grid Az
 AZ0610:SPC TXSC     -  CLINE MICROWAVE                          051 35 47.8
 AZ0610:UTM  14      -  CLINE MICROWAVE                          051 35 39.6
 AZ0610
 AZ0610|---------------------------------------------------------------------|
 AZ0610| PID    Reference Object                     Distance      Geod. Az  |
 AZ0610|                                                           dddmmss.s |
 AZ0610| AZ0606 CLINE MICROWAVE                     APPROX. 7.2 KM 0510213.5 |
 AZ0610| AZ0607 WHITES MINE TANK                    APPROX. 6.8 KM 1280221.5 |
 AZ0610| AZ0611 CLINE 1924 RM 1                      20.905 METERS 16327     |
 AZ0610| AZ0609 CLINE 1924 RM 2                      22.920 METERS 21850     |
 AZ0610|---------------------------------------------------------------------|
 AZ0610
 AZ0610                          SUPERSEDED SURVEY CONTROL
 AZ0610
 AZ0610  NAD 83(1986)-  29 12 02.83949(N)    100 08 31.49521(W) AD(       ) 1
 AZ0610  NAD 27      -  29 12 01.97900(N)    100 08 30.24600(W) AD(       ) 1
 AZ0610  NGVD 29 (07/19/86)  459.4    (m)         1507.     (f) VERT ANG       
 AZ0610
 AZ0610.Superseded values are not recommended for survey control.
 AZ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0610.See file dsdata.txt to determine how the superseded data were derived.
 AZ0610
 AZ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT8897330772(NAD 83)
 AZ0610_MARKER: DS = TRIANGULATION STATION DISK
 AZ0610_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0610_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AZ0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0610+STABILITY: POSITION/ELEVATION WELL
 AZ0610
 AZ0610  HISTORY     - Date     Condition        Report By
 AZ0610  HISTORY     - 1924     MONUMENTED       CGS
 AZ0610  HISTORY     - 1934     GOOD             CGS
 AZ0610
 AZ0610                          STATION DESCRIPTION
 AZ0610
 AZ0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AZ0610'ABOUT 5 MILES SW OF CLINE, RAILROAD STATION ON THE SOUTHERN
 AZ0610'PACIFIC, ON THE EASTERN END OF ANACACHO MOUNTAINS, ON THE HIGHEST
 AZ0610'POINT OF THE SPUR BETWEEN FRYPAN VALLEY AND MUSTANG CANYON, IN
 AZ0610'PASTURE BELONGING TO PINGENOT BROTHERS, ABOUT 5 MILES DIRECT OR
 AZ0610'9 MILES BY ROAD AND TRAIL SW FROM THEIR RANCH HOUSE, WHERE J.L.
 AZ0610'PINGENOT, ONE OF THE BROTHERS, LIVES.  STATION IS ABOUT 120
 AZ0610'METERS (394 FEET) NE OF THE IRON PIPE MARKING STATION CLINE
 AZ0610'(U.S.G.S.) AND IS MARKED WITH A STANDARD DISK CEMENTED IN A
 AZ0610'DRILL HOLE IN ROCK.
 AZ0610'
 AZ0610'TWO REFERENCE MARKS WERE SET, STANDARD DISKS IN DRILL HOLES
 AZ0610'IN BEDROCK.
 AZ0610'
 AZ0610'REFERENCE MARK NO. 1 IS 20.905 METERS (68.59 FEET) FROM STATION
 AZ0610'S 16 DEG 33 MIN E.
 AZ0610'
 AZ0610'REFERENCE MARK NO. 2 IS 22.920 METERS (75.20 FEET) FROM THE STATION
 AZ0610'S 38 DEG 50 MIN W.
 AZ0610'
 AZ0610'STATION REACHED BY FOLLOWING THE UVALDE-DEL RIO STATE HIGHWAY
 AZ0610'3 TO J.L. PINGENOTS HOUSE 1-1/4 MILES SE OF CLINE RAILROAD
 AZ0610'STATION, AND THERE TAKING A DIM ROAD W 200 METERS (656 FEET)
 AZ0610'PASSING THROUGH BOARD GATE AND TAKING ROAD TO LEFT.  FOLLOW ALL
 AZ0610'WELL-TRAVELED ROADS TO RIGHT TO PINGENOTS BROTHERS GOAT RANCH,
 AZ0610'ABOUT 8.5 MILES FROM HOUSE.  DRIVE UP DRAW NE ABOUT 250 METERS
 AZ0610'(820 FEET), THENCE ALONG GOOD TRAIL NORTHWARD TO TOP OF RIDGE
 AZ0610'AND ALONG RIDGE NORTHEASTWARD 350 METERS (1,148 FEET) TO
 AZ0610'STATION.
 AZ0610'
 AZ0610'ELEVATION OF STATION, 459.4 METERS (1,507 FEET).
 AZ0610
 AZ0610                          STATION RECOVERY (1934)
 AZ0610
 AZ0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LGS)
 AZ0610'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AZ0610'
 AZ0610'TO REACH FROM CLINE RAILROAD STATION ON THE SOUTHERN PACIFIC
 AZ0610'TAKE ROAD LEADING SE ABOUT 1 MILE TO J.L. PINGENOTS RANCH HOUSE.
 AZ0610'GET THE NECESSARY GATE KEYS HERE, AND TAKE ROAD LEADING W FROM
 AZ0610'HERE AND FOLLOW MAIN ROAD (RANCH ROAD ONLY) FOR 3.6 MILES OR A
 AZ0610'LITTLE WAYS PAST RAILROAD CROSSING AND TAKE MAIN LEFT FORK.
 AZ0610'CONTINUE 1.7 MILES AND GO THROUGH GATE WHICH MAY BE LOCKED, AND
 AZ0610'PASS BY SHACK AND CONTINUE ON MAIN RANCH ROAD 1.4 MILES AND TURN
 AZ0610'RIGHT JUST BEFORE REACHING GATE AND FOLLOW DIM TRAIL (BY TRUCK)
 AZ0610'ABOUT 0.2 MILE TO END OF TRUCK TRAVEL NEAR WINDMILL AT GOAT
 AZ0610'CAMP.  TAKE OFF AFOOT N UP HOLLOW TO TOP OF RIDGE WHERE STATION
 AZ0610'IS LOCATED.  RIDGE IS FLAT-TOPPED, BUT STATION IS ON HIGHEST
 AZ0610'GROUND, ABOUT 3/4 MILE FROM GOAT CAMP AND NEAR N SIDE OF TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0611 ***********************************************************************
 AZ0611  DESIGNATION -  CLINE 1924 RM 1
 AZ0611  PID         -  AZ0611
 AZ0611  STATE/COUNTY-  TX/KINNEY
 AZ0611  USGS QUAD   -  ODLAW (1974)
 AZ0611
 AZ0611                         *CURRENT SURVEY CONTROL
 AZ0611  ___________________________________________________________________
 AZ0611* NAD 83(1993)-  29 12 02.19256(N)    100 08 31.29423(W)     ADJUSTED  
 AZ0611* NAVD 88     -       455.     (meters)    1493.     (feet)  VERTCON   
 AZ0611  ___________________________________________________________________
 AZ0611  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AZ0611  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0611
 AZ0611  HORZ ORDER  -  SECOND
 AZ0611
 AZ0611.The horizontal coordinates were established by classical geodetic methods
 AZ0611.and adjusted by the National Geodetic Survey in February 1996..
 AZ0611
 AZ0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0611
 AZ0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0611
 AZ0611.The geoid height was determined by GEOID03.
 AZ0611
 AZ0611;                    North         East     Units Scale Factor Converg.
 AZ0611;SPC TXSC     - 4,152,072.578   488,954.408   MT  0.99986597   -0 33 34.2
 AZ0611;SPC TXSC     -13,622,258.12  1,604,177.92   sFT  0.99986597   -0 33 34.2
 AZ0611;UTM  14      - 3,230,751.559   388,978.302   MT  0.99975209   -0 33 26.0
 AZ0611
 AZ0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0611!SPC TXSC     -   0.99993208  x   0.99986597  =   0.99979806
 AZ0611!UTM  14      -   0.99993208  x   0.99975209  =   0.99968418
 AZ0611
 AZ0611                          SUPERSEDED SURVEY CONTROL
 AZ0611
 AZ0611  NAD 83(1986)-  29 12 02.18941(N)    100 08 31.27503(W) AD(       ) 2
 AZ0611  NAD 27      -  29 12 01.32959(N)    100 08 30.02605(W) AD(       ) 2
 AZ0611  NGVD 29 (07/19/86)  455.     (m)         1493.     (f) VERT ANG       
 AZ0611
 AZ0611.Superseded values are not recommended for survey control.
 AZ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0611.See file dsdata.txt to determine how the superseded data were derived.
 AZ0611
 AZ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT8897830752(NAD 83)
 AZ0611_MARKER: DS = TRIANGULATION STATION DISK
 AZ0611_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0611_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AZ0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0611+STABILITY: POSITION/ELEVATION WELL
 AZ0611
 AZ0611  HISTORY     - Date     Condition        Report By
 AZ0611  HISTORY     - 1924     MONUMENTED       CGS
 AZ0611  HISTORY     - 1972     GOOD             NGS
 AZ0611
 AZ0611                          STATION DESCRIPTION
 AZ0611
 AZ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AZ0611'TO REACH FROM CLINE RAILROAD STATION ON THE SOUTHERN PACIFIC
 AZ0611'TAKE ROAD LEADING SE ABOUT 1 MILE TO J.L. PINGENOTS RANCH HOUSE.
 AZ0611'GET THE NECESSARY GATE KEYS HERE, AND TAKE ROAD LEADING W FROM
 AZ0611'HERE AND FOLLOW MAIN ROAD (RANCH ROAD ONLY) FOR 3.6 MILES OR A
 AZ0611'LITTLE WAYS PAST RAILROAD CROSSING AND TAKE MAIN LEFT FORK.
 AZ0611'CONTINUE 1.7 MILES AND GO THROUGH GATE WHICH MAY BE LOCKED, AND
 AZ0611'PASS BY SHACK AND CONTINUE ON MAIN RANCH ROAD 1.4 MILES AND TURN
 AZ0611'RIGHT JUST BEFORE REACHING GATE AND FOLLOW DIM TRAIL (BY TRUCK)
 AZ0611'ABOUT 0.2 MILE TO END OF TRUCK TRAVEL NEAR WINDMILL AT GOAT
 AZ0611'CAMP.  TAKE OFF AFOOT N UP HOLLOW TO TOP OF RIDGE WHERE STATION
 AZ0611'IS LOCATED.  RIDGE IS FLAT-TOPPED, BUT STATION IS ON HIGHEST
 AZ0611'GROUND, ABOUT 3/4 MILE FROM GOAT CAMP AND NEAR N SIDE OF TOP.
 AZ0611'
 AZ0611'REFERENCE MARK NO. 1 IS 20.905 METERS (68.59 FEET) FROM STATION
 AZ0611'S 16 DEG 33 MIN E.
 AZ0611
 AZ0611                          STATION RECOVERY (1972)
 AZ0611
 AZ0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AZ0611'THE STATION MARK, REFERENCE MARKS 1, 2 AND CLINE (USGS) WERE
 AZ0611'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARKS 1 AND
 AZ0611'2 CHECKED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT A
 AZ0611'DIFFERENCE OF 0.048 METER OR 0.14 FOOT SHORTER WAS NOTED IN THE
 AZ0611'DISTANCE TO REFERENCE MARK 1.  FOLLOWING IS A NEW DESCRIPTION.
 AZ0611'
 AZ0611'THE STATION IS ABOUT 21-1/2 MILES WEST AND 1-1/2 MILES SOUTH OF
 AZ0611'UVALDE, 17-1/2 MILES WEST AND 18 MILES NORTH OF LA PRYOR, 2-1/2
 AZ0611'MILES SOUTH OF U.S. HIGHWAY 90 AND ON PROPERTY OF MR. GENE MILEM,
 AZ0611'512 EAST LEONE STREET, UVALDE, TEXAS.  TELEPHONE NUMBER 278-6787.
 AZ0611'
 AZ0611'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 90 IN
 AZ0611'UVALDE, GO WEST AND WEST-NORTHWEST ON U.S. HIGHWAY 90 FOR 17.95
 AZ0611'MILES TO A RAILROAD CROSSING IN THE SMALL VILLAGE OF CLINE, CONTINUE
 AZ0611'WEST-NORTHWEST ON U.S. HIGHWAY 90 FOR 2.05 MILES TO A GRADED
 AZ0611'SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON THE BLADED ROAD FOR
 AZ0611'1.75 MILES TO A METAL CATTLE GUARD, CONTINUE SOUTH FOR 0.1 MILE TO A
 AZ0611'FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST ON A TRACK ROAD FOR 1.65
 AZ0611'MILES TO A BOARD GATE, PASS THROUGH THE GATE AND CONTINUE ON THE
 AZ0611'TRACK ROAD, PASSING TO THE EAST OF A LARGE HILL, FOR 0.4 MILE TO
 AZ0611'A LOCKED BOARD GATE.  PASS THROUGH THE GATE AND GO WEST FOR ABOUT
 AZ0611'100 FEET TO A DIM FORK, TAKE THE RIGHT FORK AND GO WEST UP A STEEP
 AZ0611'ROCKY ROAD FOR 0.3 MILE TO A POWER LINE CROSSING IN A SADDLE,
 AZ0611'CONTINUE WEST ON THE ROCKY ROAD FOR 0.4 MILE TO A RANCH HOUSE AND
 AZ0611'THE END OF TRUCK TRAVEL.  PACK NORTH AND NORTHEAST UP A VALLEY TO
 AZ0611'THE BASE OF A HILL, THEN NORTH-NORTHEAST UP HILL TO
 AZ0611'NORTHEAST POINT OF THE HILL AND THE STATION.  PACKING TIME IS
 AZ0611'ABOUT 45 MINUTES.
 AZ0611'
 AZ0611'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLINE NO 1 1924,
 AZ0611'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, THAT IS FLUSH WITH
 AZ0611'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0609 ***********************************************************************
 AZ0609  DESIGNATION -  CLINE 1924 RM 2
 AZ0609  PID         -  AZ0609
 AZ0609  STATE/COUNTY-  TX/KINNEY
 AZ0609  USGS QUAD   -  ODLAW (1974)
 AZ0609
 AZ0609                         *CURRENT SURVEY CONTROL
 AZ0609  ___________________________________________________________________
 AZ0609* NAD 83(1993)-  29 12 02.26357(N)    100 08 32.04677(W)     ADJUSTED  
 AZ0609* NAVD 88     -       455.     (meters)    1493.     (feet)  VERTCON   
 AZ0609  ___________________________________________________________________
 AZ0609  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AZ0609  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0609
 AZ0609  HORZ ORDER  -  SECOND
 AZ0609
 AZ0609.The horizontal coordinates were established by classical geodetic methods
 AZ0609.and adjusted by the National Geodetic Survey in February 1996..
 AZ0609
 AZ0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0609
 AZ0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0609
 AZ0609.The geoid height was determined by GEOID03.
 AZ0609
 AZ0609;                    North         East     Units Scale Factor Converg.
 AZ0609;SPC TXSC     - 4,152,074.962   488,934.104   MT  0.99986597   -0 33 34.5
 AZ0609;SPC TXSC     -13,622,265.94  1,604,111.31   sFT  0.99986597   -0 33 34.5
 AZ0609;UTM  14      - 3,230,753.942   388,958.000   MT  0.99975215   -0 33 26.3
 AZ0609
 AZ0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0609!SPC TXSC     -   0.99993208  x   0.99986597  =   0.99979806
 AZ0609!UTM  14      -   0.99993208  x   0.99975215  =   0.99968424
 AZ0609
 AZ0609                          SUPERSEDED SURVEY CONTROL
 AZ0609
 AZ0609  NAD 83(1986)-  29 12 02.25970(N)    100 08 32.02726(W) AD(       ) 2
 AZ0609  NAD 27      -  29 12 01.39900(N)    100 08 30.77800(W) AD(       ) 2
 AZ0609  NGVD 29 (07/19/86)  455.     (m)         1493.     (f) VERT ANG       
 AZ0609
 AZ0609.Superseded values are not recommended for survey control.
 AZ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0609.See file dsdata.txt to determine how the superseded data were derived.
 AZ0609
 AZ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT8895830754(NAD 83)
 AZ0609_MARKER: DS = TRIANGULATION STATION DISK
 AZ0609_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0609_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AZ0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0609+STABILITY: POSITION/ELEVATION WELL
 AZ0609
 AZ0609  HISTORY     - Date     Condition        Report By
 AZ0609  HISTORY     - 1924     MONUMENTED       CGS
 AZ0609  HISTORY     - 1972     GOOD             NGS
 AZ0609
 AZ0609                          STATION DESCRIPTION
 AZ0609
 AZ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AZ0609'TO REACH FROM CLINE RAILROAD STATION ON THE SOUTHERN PACIFIC
 AZ0609'TAKE ROAD LEADING SE ABOUT 1 MILE TO J.L. PINGENOTS RANCH HOUSE.
 AZ0609'GET THE NECESSARY GATE KEYS HERE, AND TAKE ROAD LEADING W FROM
 AZ0609'HERE AND FOLLOW MAIN ROAD (RANCH ROAD ONLY) FOR 3.6 MILES OR A
 AZ0609'LITTLE WAYS PAST RAILROAD CROSSING AND TAKE MAIN LEFT FORK.
 AZ0609'CONTINUE 1.7 MILES AND GO THROUGH GATE WHICH MAY BE LOCKED, AND
 AZ0609'PASS BY SHACK AND CONTINUE ON MAIN RANCH ROAD 1.4 MILES AND TURN
 AZ0609'RIGHT JUST BEFORE REACHING GATE AND FOLLOW DIM TRAIL (BY TRUCK)
 AZ0609'ABOUT 0.2 MILE TO END OF TRUCK TRAVEL NEAR WINDMILL AT GOAT
 AZ0609'CAMP.  TAKE OFF AFOOT N UP HOLLOW TO TOP OF RIDGE WHERE STATION
 AZ0609'IS LOCATED.  RIDGE IS FLAT-TOPPED, BUT STATION IS ON HIGHEST
 AZ0609'GROUND, ABOUT 3/4 MILE FROM GOAT CAMP AND NEAR N SIDE OF TOP.
 AZ0609'
 AZ0609'REFERENCE MARK NO. 2 IS 22.920 METERS (75.20 FEET) FROM THE STATION
 AZ0609'S 38 DEG 50 MIN W.
 AZ0609
 AZ0609                          STATION RECOVERY (1972)
 AZ0609
 AZ0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AZ0609'THE STATION MARK, REFERENCE MARKS 1, 2 AND CLINE (USGS) WERE
 AZ0609'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARKS 1 AND
 AZ0609'2 CHECKED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT A
 AZ0609'DIFFERENCE OF 0.048 METER OR 0.14 FOOT SHORTER WAS NOTED IN THE
 AZ0609'DISTANCE TO REFERENCE MARK 1.  FOLLOWING IS A NEW DESCRIPTION.
 AZ0609'
 AZ0609'THE STATION IS ABOUT 21-1/2 MILES WEST AND 1-1/2 MILES SOUTH OF
 AZ0609'UVALDE, 17-1/2 MILES WEST AND 18 MILES NORTH OF LA PRYOR, 2-1/2
 AZ0609'MILES SOUTH OF U.S. HIGHWAY 90 AND ON PROPERTY OF MR. GENE MILEM,
 AZ0609'512 EAST LEONE STREET, UVALDE, TEXAS.  TELEPHONE NUMBER 278-6787.
 AZ0609'
 AZ0609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 90 IN
 AZ0609'UVALDE, GO WEST AND WEST-NORTHWEST ON U.S. HIGHWAY 90 FOR 17.95
 AZ0609'MILES TO A RAILROAD CROSSING IN THE SMALL VILLAGE OF CLINE,
 AZ0609'CONTINUE WEST-NORTHWEST ON U.S. HIGHWAY 90 FOR 2.05 MILES TO A
 AZ0609'GRADED SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON THE
 AZ0609'BLADED ROAD FOR 1.75 MILES TO A METAL CATTLE GUARD, CONTINUE SOUTH
 AZ0609'FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST ON A
 AZ0609'TRACK ROAD FOR 1.65 MILES TO A BOARD GATE, PASS THROUGH THE GATE
 AZ0609'AND CONTINUE ON THE TRACK ROAD, PASSING TO THE EAST OF A LARGE
 AZ0609'HILL, FOR 0.4 MILE TO A LOCKED BOARD GATE.  PASS THROUGH THE GATE
 AZ0609'AND GO WEST FOR ABOUT 100 FEET TO A DIM FORK, TAKE THE RIGHT FORK
 AZ0609'AND GO WEST UP A STEEP ROCKY ROAD FOR 0.3 MILE TO A POWER LINE
 AZ0609'CROSSING IN A SADDLE, CONTINUE WEST ON THE ROCKY ROAD FOR 0.4 MILE
 AZ0609'TO A RANCH HOUSE AND THE END OF TRUCK TRAVEL.  PACK NORTH AND
 AZ0609'NORTHEAST UP A VALLEY TO THE BASE OF A HILL, THEN NORTH-NORTHEAST
 AZ0609'UP HILL TO THE NORTHEAST POINT OF THE HILL AND THE STATION.
 AZ0609'PACKING TIME IS ABOUT 45 MINUTES.
 AZ0609'
 AZ0609'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLINE NO 2 1924,
 AZ0609'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH
 AZ0609'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0606 ***********************************************************************
 AZ0606  DESIGNATION -  CLINE MICROWAVE
 AZ0606  PID         -  AZ0606
 AZ0606  STATE/COUNTY-  TX/UVALDE
 AZ0606  USGS QUAD   -  CLINE (1974)
 AZ0606
 AZ0606                         *CURRENT SURVEY CONTROL
 AZ0606  ___________________________________________________________________
 AZ0606* NAD 83(1993)-  29 14 29.79758(N)    100 05 04.26398(W)     ADJUSTED  
 AZ0606* NAVD 88     -                                                        
 AZ0606  ___________________________________________________________________
 AZ0606  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AZ0606  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0606
 AZ0606  HORZ ORDER  -  THIRD
 AZ0606
 AZ0606.The horizontal coordinates were established by classical geodetic methods
 AZ0606.and adjusted by the National Geodetic Survey in February 1996..
 AZ0606
 AZ0606
 AZ0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0606
 AZ0606.The geoid height was determined by GEOID03.
 AZ0606
 AZ0606;                    North         East     Units Scale Factor Converg.
 AZ0606;SPC TXSC     - 4,156,563.111   494,588.244   MT  0.99986456   -0 31 52.7
 AZ0606;SPC TXSC     -13,636,990.81  1,622,661.60   sFT  0.99986456   -0 31 52.7
 AZ0606;UTM  14      - 3,235,241.735   394,611.310   MT  0.99973705   -0 31 47.4
 AZ0606
 AZ0606                          SUPERSEDED SURVEY CONTROL
 AZ0606
 AZ0606  NAD 83(1986)-  29 14 29.79395(N)    100 05 04.24466(W) AD(       ) 4
 AZ0606  NAD 27      -  29 14 28.93637(N)    100 05 03.00402(W) AD(       ) 3
 AZ0606
 AZ0606.Superseded values are not recommended for survey control.
 AZ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0606.See file dsdata.txt to determine how the superseded data were derived.
 AZ0606
 AZ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT9461135242(NAD 83)
 AZ0606_MARKER: 44 = MICROWAVE MAST
 AZ0606
 AZ0606  HISTORY     - Date     Condition        Report By
 AZ0606  HISTORY     - 1972     FIRST OBSERVED   NGS
 AZ0606
 AZ0606                          STATION DESCRIPTION
 AZ0606
 AZ0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AZ0606'THE STATION, CLINE MICROWAVE KYH 73, IS THE LIGHT ATOP A TRIANGULAR
 AZ0606'STEEL, GUYED MAST, PAINTED RED AND WHITE, THAT HAS 2 FEED HORNS
 AZ0606'MOUNT- ED AT THE TOP AND 2 MORE FEED HORNS MOUNTED ABOUT 30 FEET
 AZ0606'BELOW THE TOP, AND HAS AN OVERALL HEIGHT OF 243 FEET.  IT IS
 AZ0606'LOCATED AT CLINE AND IS OWNED BY THE SOUTHERN PACIFIC
 AZ0606'TRANSPORTATION COMPANY.  THE UVALDE OFFICE OF THE COMPANY
 AZ0606'FURNISHED THE INFORMATION CONCERNING THE STATION.
 AZ0606'
 AZ0606'THE STATION IS ABOUT 0.1 MILE WEST OF THE RAILROAD TRACKS AND 0.05
 AZ0606'MILE SOUTH OF U.S. HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0612 ***********************************************************************
 AZ0612  DESIGNATION -  CLINE USGS 1972
 AZ0612  PID         -  AZ0612
 AZ0612  STATE/COUNTY-  TX/KINNEY
 AZ0612  USGS QUAD   -  ODLAW (1974)
 AZ0612
 AZ0612                         *CURRENT SURVEY CONTROL
 AZ0612  ___________________________________________________________________
 AZ0612* NAD 83(1993)-  29 11 59.26747(N)    100 08 32.89549(W)     ADJUSTED  
 AZ0612* NAVD 88     -       455.2    (meters)    1493.     (feet)  VERTCON   
 AZ0612  ___________________________________________________________________
 AZ0612  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AZ0612  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0612
 AZ0612  HORZ ORDER  -  SECOND
 AZ0612
 AZ0612.The horizontal coordinates were established by classical geodetic methods
 AZ0612.and adjusted by the National Geodetic Survey in February 1996..
 AZ0612
 AZ0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0612
 AZ0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0612
 AZ0612.The geoid height was determined by GEOID03.
 AZ0612
 AZ0612;                    North         East     Units Scale Factor Converg.
 AZ0612;SPC TXSC     - 4,151,982.957   488,910.280   MT  0.99986601   -0 33 35.0
 AZ0612;SPC TXSC     -13,621,964.08  1,604,033.14   sFT  0.99986601   -0 33 35.0
 AZ0612;UTM  14      - 3,230,661.947   388,934.182   MT  0.99975222   -0 33 26.7
 AZ0612
 AZ0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0612!SPC TXSC     -   0.99993206  x   0.99986601  =   0.99979808
 AZ0612!UTM  14      -   0.99993206  x   0.99975222  =   0.99968430
 AZ0612
 AZ0612                          SUPERSEDED SURVEY CONTROL
 AZ0612
 AZ0612  NAD 83(1986)-  29 11 59.26355(N)    100 08 32.87602(W) AD(       ) 2
 AZ0612  NAD 27      -  29 11 58.40050(N)    100 08 31.62768(W) AD(       ) 2
 AZ0612  NGVD 29 (07/19/86)  455.1    (m)         1493.     (f) VERT ANG       
 AZ0612
 AZ0612.Superseded values are not recommended for survey control.
 AZ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0612.See file dsdata.txt to determine how the superseded data were derived.
 AZ0612
 AZ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT8893430662(NAD 83)
 AZ0612_MARKER: DD = SURVEY DISK
 AZ0612_SETTING: 0 = UNSPECIFIED SETTING
 AZ0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0612
 AZ0612  HISTORY     - Date     Condition        Report By
 AZ0612  HISTORY     - 1972     MONUMENTED       USGS
 AZ0612
 AZ0612                          STATION DESCRIPTION
 AZ0612
 AZ0612'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (ILC)
 AZ0612'THE STATION, CLINE (USGS), IS A BRONZE DISK OF THE U.S. GEOLOGICAL
 AZ0612'SURVEY, NOT STAMPED, RIVETED TO THE TOP OF A 4-INCH IRON PIPE THAT
 AZ0612'PROJECTS 8 INCHES ABOVE THE GROUND.
 AZ0612'
 AZ0612'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CLINE 1924
 AZ0612'THE DISTANCE BEING 116.324 METERS (381.64 FEET) SOUTH OF STATION
 AZ0612'CLINE 1924.  THE TRAVERSE WAS MADE WITH A RANGER II INSTRUMENT.
 AZ0612'
 AZ0612'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE SMALL VILLAGE
 AZ0612'OF CLINE, GO WEST-NORTHWEST ON U.S. HIGHWAY 90 FOR 2.05 MILE TO A
 AZ0612'GRADED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON GRADED ROAD FOR
 AZ0612'1.75 MILES TO A CATTLE GUARD.  CONTINUE SOUTH FOR 0.1 MILE TO A
 AZ0612'FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST ON TRACK ROAD FOR 1.65
 AZ0612'MILES TO A BOARD GATE, PASS THROUGH GATE AND CONTINUE ON TRACK
 AZ0612'ROAD, PASSING TO THE EAST OF A LARGE HILL FOR 0.4 MILE TO A LOCKED
 AZ0612'BOARD GATE.  PASS THROUGH GATE AND GO WEST FOR ABOUT 100 FEET TO
 AZ0612'A DIM FORK, TAKE THE RIGHT FORK AND GO WEST UP A STEEP, ROCKY
 AZ0612'ROAD FOR 0.3 MILE TO A POWER LINE CROSSING IN A SADDLE, CONTINUE
 AZ0612'WEST ON THE ROCKY ROAD FOR 0.4 MILE TO A RANCH HOUSE AND THE
 AZ0612'END OF TRUCK TRAVEL.  PACK NORTH AND NORTHEAST UP A VALLEY TO
 AZ0612'THE BASE OF A HILL, THEN NORTH-NORTHEAST UPHILL TO THE
 AZ0612'NORTHEAST POINT OF THE HILL AND THE STATION.  PACKING TIME IS
 AZ0612'ABOUT 45 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0479 ***********************************************************************
 CE0479  DESIGNATION -  CLINT
 CE0479  PID         -  CE0479
 CE0479  STATE/COUNTY-  TX/EL PASO
 CE0479  USGS QUAD   -  CLINT NW (1995)
 CE0479
 CE0479                         *CURRENT SURVEY CONTROL
 CE0479  ___________________________________________________________________
 CE0479* NAD 83(1993)-  31 37 54.51068(N)    106 11 04.91663(W)     ADJUSTED  
 CE0479* NAVD 88     -      1224.7    (meters)    4018.     (feet)  VERTCON   
 CE0479  ___________________________________________________________________
 CE0479  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 CE0479  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0479
 CE0479  HORZ ORDER  -  FIRST
 CE0479
 CE0479.The horizontal coordinates were established by classical geodetic methods
 CE0479.and adjusted by the National Geodetic Survey in February 1996..
 CE0479
 CE0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0479
 CE0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0479
 CE0479.The geoid height was determined by GEOID03.
 CE0479
 CE0479;                    North         East     Units Scale Factor Converg.
 CE0479;SPC TX C     - 3,232,446.861   145,176.058   MT  0.99994211   -3 00 49.7
 CE0479;SPC TX C     -10,605,119.41    476,298.45   sFT  0.99994211   -3 00 49.7
 CE0479;UTM  13      - 3,500,234.853   387,650.355   MT  0.99975568   -0 37 17.0
 CE0479
 CE0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0479!SPC TX C     -   0.99981151  x   0.99994211  =   0.99975363
 CE0479!UTM  13      -   0.99981151  x   0.99975568  =   0.99956724
 CE0479
 CE0479:                Primary Azimuth Mark                     Grid Az
 CE0479:SPC TX C     -  EL PASO FORT WORTH AWY BCN 1             009 51 59.8
 CE0479:UTM  13      -  EL PASO FORT WORTH AWY BCN 1             007 28 27.1
 CE0479
 CE0479|---------------------------------------------------------------------|
 CE0479| PID    Reference Object                     Distance      Geod. Az  |
 CE0479|                                                           dddmmss.s |
 CE0479| CE0468 EL PASO FORT WORTH AWY BCN 1        APPROX.21.2 KM 0065110.1 |
 CE0479| CC7167 CLINT RM 1                           23.778 METERS 03400     |
 CE0479| CD1088 EL PASO FORT WORTH AWY BCN 2        APPROX.28.1 KM 0404348.7 |
 CE0479| CE0480 CLINT RM A                           28.841 METERS 05713     |
 CE0479| CC7168 CLINT RM 2                           21.664 METERS 12025     |
 CE0479| CE0482 CLINT AZ MK                         439.378 METERS 1325817.9 |
 CE0479| CE0483 HORIZON CITY RADAR DOME             APPROX. 5.5 KM 3473037.2 |
 CE0479|---------------------------------------------------------------------|
 CE0479
 CE0479                          SUPERSEDED SURVEY CONTROL
 CE0479
 CE0479  NAD 83(1986)-  31 37 54.51644(N)    106 11 04.91257(W) AD(       ) 1
 CE0479  NAD 27      -  31 37 54.10500(N)    106 11 02.99100(W) AD(       ) 1
 CE0479  NGVD 29 (07/19/86) 1224.1    (m)         4016.     (f) VERT ANG       
 CE0479
 CE0479.Superseded values are not recommended for survey control.
 CE0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0479.See file dsdata.txt to determine how the superseded data were derived.
 CE0479
 CE0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8765000235(NAD 83)
 CE0479_MARKER: DS = TRIANGULATION STATION DISK
 CE0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0479_STAMPING: CLINT 1934
 CE0479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0479+STABILITY: SURFACE MOTION
 CE0479
 CE0479  HISTORY     - Date     Condition        Report By
 CE0479  HISTORY     - 1934     MONUMENTED       CGS
 CE0479  HISTORY     - 1936     GOOD             CGS
 CE0479  HISTORY     - 1955     GOOD             AMS
 CE0479  HISTORY     - 1959     GOOD             CGS
 CE0479  HISTORY     - 1969     GOOD             CGS
 CE0479  HISTORY     - 1980     GOOD             NGS
 CE0479  HISTORY     - 19990811 GOOD             NGS
 CE0479
 CE0479                          STATION DESCRIPTION
 CE0479
 CE0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CE0479'STATION IS ABOUT 4 MILES NE FROM CLINT AND 7-1/2 MILES NE FROM
 CE0479'THE RIO GRANDE.  NEAR THE SW EDGE OF A MESA THAT DROPS OFF
 CE0479'STEEPLY TO THE SW FORMING ABOUT A 10-FOOT BLUFF.  IT IS 84.0
 CE0479'FEET FROM THE CENTER LINE OF THE DIRT ROAD LEADING TOWARDS THE
 CE0479'STATION.  THE MARK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CE0479'
 CE0479'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CE0479'BRONZE DISKS SET IN CONCRETE.
 CE0479'
 CE0479'REFERENCE MARK NO. 1 IS 12.0 FEET W OF THE CENTER LINE OF THE
 CE0479'ROAD.  THE MARK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CE0479'
 CE0479'REFERENCE MARK NO. 2 IS 54.0 FEET W OF THE CENTER LINE OF THE
 CE0479'ROAD.  THE MARK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 CE0479'
 CE0479'THE AZIMUTH MARK IS 9.0 FEET E OF CENTER LINE OF ROAD.  AND
 CE0479'107.8 FEET W OF A N-AND-S FENCE LINE.  THE MARK PROJECTS ABOUT
 CE0479'6 INCHES ABOVE THE GROUND.
 CE0479'
 CE0479'THE STATION MAY BE REACHED FROM THE CLINT RAILROAD STATION BY
 CE0479'GOING NE ON PAVED ROAD 0.2 MILE TO FORKS.  LEAVE MAIN ROAD, TAKE
 CE0479'RIGHT FORK, DIRT ROAD, AND GO 0.6 MILE TO A PAVED ROAD AND
 CE0479'CROSSROADS.  TURN RIGHT ON PAVED ROAD AND GO SE 0.35 MILE.
 CE0479'HERE LEAVE PAVED ROAD AND TURN LEFT, NE, ONTO A GRAVEL ROAD.
 CE0479'GO 0.4 MILE TO A CEMETERY ON THE RIGHT AND A FORKS.  GO STRAIGHT
 CE0479'AHEAD ON LEFT FORK, MAIN SAND ROAD, 1.35 MILES TO A FORKS.
 CE0479'LEAVE MAIN ROAD AND TAKE LEFT FORK 0.4 MILE TO FORKS.  TAKE LEFT
 CE0479'FORK, MAIN ROAD, AND GO 1.1 MILES TO A GATE IN FENCE.  CONTINUE
 CE0479'STRAIGHT AHEAD ON ROAD ALONG LEFT SIDE OF FENCE 0.6 MILE
 CE0479'TO STATION.
 CE0479'
 CE0479'A 20-FOOT STAND WILL CLEAR ALL LINES.
 CE0479'
 CE0479'WATER AND SUPPLIES AT CLINT OR FABENS.
 CE0479
 CE0479                          STATION RECOVERY (1936)
 CE0479
 CE0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0479'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED.
 CE0479'
 CE0479'TO REACH FROM CLINT RAILROAD DEPOT, GO ACROSS THE RAILROAD
 CE0479'TRACKS ON MACADAM ROAD FOR 0.2 MILE TO FORKS.  TAKE RIGHT FORK
 CE0479'(GRAVEL ROAD) AND GO 0.6 MILE TO MACADAM ROAD.  TURN RIGHT
 CE0479'OR S AND GO 0.35 MILE TO A DIRT ROAD WITH A T-INTERSECTION,
 CE0479'STEM E.  TURN EASTWARD ON DIRT ROAD AND GO 0.4 MILE TO FORKS
 CE0479'AT THE NE CORNER OF A MEXICAN CEMETERY.  TAKE THE LEFT FORK ON
 CE0479'THE MAIN ROAD AND GO 1.75 MILES TO FORKS.  TAKE LEFT FORK AND
 CE0479'GO 0.05 MILE TO A CATTLE GUARD.  PASS THROUGH CATTLE GUARD
 CE0479'AND GO 0.55 MILE TO A DIM ROAD FORKING LEFT TO A GRAVEL PIT.
 CE0479'BEAR LEFT AND GO 0.05 MILE TO THE LEFT OF THE PIT.  (NOTE--
 CE0479'THIS POINT IS ABOUT 100 YARDS N OF A POINT, WHERE THE MAIN
 CE0479'ROAD PASSES OVER CHALK KNOLLS.) BEAR LEFT AND FOLLOW DIM
 CE0479'TRAIL, BEARING 321 DEG MAGNETIC, FOR 1.4 MILES TO A
 CE0479'T-INTERSECTION WITH AN OLD RANCH ROAD.  TURN LEFT AND GO 100 YARDS
 CE0479'TO A GATE IN A N-S FENCE.  PASS THROUGH THE GATE AND GO ALONG
 CE0479'A TRACK ROAD ON THE W SIDE OF THE FENCE FOR 0.6 MILE TO
 CE0479'THE STATION ON THE W SIDE OF THE ROAD.
 CE0479'
 CE0479'A 20-FOOT STAND WILL CLEAR ALL LINES.
 CE0479
 CE0479                          STATION RECOVERY (1955)
 CE0479
 CE0479'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0479'STATION (A STANDARD DISK, STAMPED CLINT 1934 IN A CONCRETE
 CE0479'POST), AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 RECOVERED
 CE0479'AS DESCRIBED IN GOOD CONDITION.
 CE0479'
 CE0479'STATION MARK IS 302 FT. NW OF THE CENTERLINE OF THE ROAD AT
 CE0479'THE EDGE OF A BLUFF, 90 FT. SW OF THE CENTERLINE OF A TRAIL,
 CE0479'53 FT. NE OF THE TIP OF A MESA, 104 FT. N OF THE TIP OF A MESA,
 CE0479'AND 177 FT. S-SE OF THE HEAD OF A DRAIN.
 CE0479
 CE0479                          STATION RECOVERY (1959)
 CE0479
 CE0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 CE0479'STATION, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCE
 CE0479'TO MARKS CHECKED AND FOUND CORRECT.  DESCRIPTION BY WRP IN 1934
 CE0479'WITH CHANGES MADE BY AMS IN 1955 RECOVEY NOTE ADEQUATE AND
 CE0479'CORRECT.
 CE0479
 CE0479                          STATION RECOVERY (1969)
 CE0479
 CE0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CE0479'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CE0479'ALL RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION COMPARED
 CE0479'FAVORABLY TO ALL MARKS.
 CE0479'
 CE0479'STATION IS ABOUT 4 MILES NORTHEAST OF CLINT, 7-1/2 MILES NORTHEAST OF
 CE0479'THE RIO GRANDE RIVER AND ABOUT 19 MILES SOUTHEAST OF THE APPROXIMATE
 CE0479'CENTER OF EL PASO.  NEAR THE SOUTHWEST EDGE OF A MESA.  IT IS ON
 CE0479'LAND LEASED BY MR. PAUL THOMAS OF FABENS, TEXAS.
 CE0479'
 CE0479'TO REACH FROM THE POST OFFICE IN CLINT, GO EAST ON U.S. HIGHWAY 80 FO
 CE0479'0.05 MILE TO THE JUNCTION WITH FARM ROAD 1110 ON THE LEFT.  TURN LEFT
 CE0479'AND GO NORTH FOR 0.65 MILE TO A Y-FORK, TAKE RIGHT FORK AND CONTINUE
 CE0479'NORTHERLY ON PAVED ROAD FOR 0.55 MILE TO A T-INTERSECTION.  TURN
 CE0479'RIGHT AND GO EAST ON PAVED ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT.
 CE0479'TURN LEFT AND GO NORTH ON PAVED ROAD FOR 1.3 MILES TO A SIDE ROAD
 CE0479'RIGHT, JUST AFTER CROSSING OVER INTERSTATE HIGHWAY 10.  TURN RIGHT
 CE0479'AND GO NORTHEAST FOR 0.8 MILE TO THE END OF SURFACED ROAD.  CONTINUE
 CE0479'AHEAD NORTHEAST ON BLADED ROAD FOR 0.6 MILE TO A FORK, TAKE LEFT
 CE0479'FORK AND CONTINUE NORTHEAST ON BLADED ROAD FOR 0.25 MILE TO A SIDE
 CE0479'ROAD RIGHT.  CONIINUE AHEAD FOR 0.05 MILE TO A TRACK ROAD ON THE
 CE0479'LEFT.  TURN LEFT AND GO NORTHWESTERLY ON TRACK ROAD FOR 0.65 MILE
 CE0479'TO A DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT, PASSING TO THE
 CE0479'SOUTH OF AN OLD WATER WELL, AND FOLLOW THE DIM TRACK ROAD
 CE0479'WESTERLY FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CE0479'WESTERLY ON TRACK ROAD FOR 0.25 MILE TO THE STATION.
 CE0479'
 CE0479'THE STATION MARK IS A STANDARD DISK, STAMPED CLINT 1934 SET IN
 CE0479'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH.
 CE0479'IT IS 3 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED
 CE0479'AND 54 FEET NORTHEAST OF THE EDGE OF THE BLUFF.
 CE0479'
 CE0479'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLINT NO 1 1934 SET
 CE0479'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 CE0479'INCHES.  IT IS 76 FEET NORTHEAST OF THE METAL WITNESS POST.
 CE0479'
 CE0479'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLINT NO 2 1934 SET
 CE0479'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 CE0479'INCHES.  IT IS 73 FEET SOUTHEAST OF THE METAL WITNESS POST.
 CE0479'
 CE0479'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED CLINT
 CE0479'AZIMUTH 1934 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CE0479'WHICH PROJECTS 6 INCHES.  IT IS 1.5 FEET NORTH OF A METAL WITNESS
 CE0479'POST WITH SIGN ATTACHED AND 10 FEET NORTHEAST OF THE CENTER OF
 CE0479'THE TRACK ROAD.
 CE0479'
 CE0479'THE TRAVERSE DISTANCE TO CLINT RM A (SHOWN IN THE BOX SCORE) HAS
 CE0479'BEEN REDUCED TO SEA LEVEL.
 CE0479
 CE0479                          STATION RECOVERY (1980)
 CE0479
 CE0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0479'THE STATION MARK, CLINT RM A 1969, REFERENCE MARKS 1,2,AND
 CE0479'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CE0479'THE DISTANCE TO REFERENCE MARKS 1 AND 2 CHECK.
 CE0479'THE DISTANCE TO CLINT RM A 1969 DID NOT CHECK BY 0.006
 CE0479'METER LONGER.  THE DIRECTION TO REFERENCE MARKS 1 AND
 CE0479'CLINT RM A 1969
 CE0479'CHECKED.  THE DIRECTION TO REFERENCE MARK 2 DID NOT CHECK
 CE0479'BY 2 DEGREES.  A COMPLETE DESCRIPTION FOLLOWS.
 CE0479'THE STATION IS LOCATED ABOUT 30.5 KM (19 MI) SOUTHEAST OF
 CE0479'EL PASO, AND 6.4 KM (4 MI) NORTHEAST OF CLINT.
 CE0479'OWNERSHIP--STATE OF TEXAS, PERMISSION WAS OBTAINED FROM
 CE0479'MR. SAM ORR, BOX 937, FABENS,
 CE0479'TX 79838, TELEPHONE NUMBER 915-764-3952.
 CE0479'
 CE0479'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0479'HIGHWAY 10 AND HORIZON BOULEVARD (EXIT 37), ABOUT 29 KM
 CE0479'(18 MI) SOUTHEAST OF THE CENTER OF EL PASO, GO NORTHEAST
 CE0479'ON HORIZON BOULEVARD 5.3 KM (3.3 MI) TO A PAVED CROSSROAD.
 CE0479'TURN RIGHT AND GO SOUTHEASTERLY ON DARRINGTON ROAD FOR
 CE0479'1.1 KM (0.7 MI) TO THE END OF PAVEMENT.  CONTINUE AHEAD
 CE0479'ON A GRAVEL ROAD FOR 4.3 KM (2.7 MI) TO A POINT WHERE THE
 CE0479'MAIN ROAD TURNS LEFT, A CATTLE GUARD, AND A SIDE TRACK
 CE0479'ROAD RIGHT.  TURN RIGHT AND GO WEST ALONG THE NORTH SIDE
 CE0479'OF A FENCE FOR 2.3 KM (1.4 MI) TO A GATE ON THE LEFT.
 CE0479'PASS THROUGH THE GATE, TURN LEFT AND GO EAST ALONG THE SOUTH
 CE0479'SIDE OF THE FENCE, THEN SOUTH FOR 2.0 KM (1.25 MI) TO
 CE0479'THE STATION ON THE RIGHT.
 CE0479'
 CE0479'THE STATION IS A STANDARD CGS DISK
 CE0479'STAMPED---CLINT 1934---,
 CE0479'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 CE0479'PROJECTING 1 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0479'9.0 METERS (29.5 FT) SOUTH FROM THE APPROXIMATE CENTER OF A TRACK
 CE0479'ROAD AND
 CE0479'1.5 METERS (3.4 FT) SOUTH FROM A METAL WITNESS POST.
 CE0479'
 CE0479'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 CE0479'STAMPED---CLINT 1934 NO 1---,
 CE0479'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 CE0479'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0479'14.93 METERS (49 FT) NORTH FROM THE TRACK ROAD AND
 CE0479'0.66 METER (2.2 FT) SOUTH FROM A METAL WITNESS POST.
 CE0479'MARK IS BELOW STATION 0.5 METERS.
 CE0479'
 CE0479'CLINT RM A 1969 IS A STANDARD CGS STATION MARK DISK
 CE0479'STAMPED---CLINT RM A 1968---,
 CE0479'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 CE0479'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0479'18.2 METERS (59.7 FT) NORTH FROM THE TRACK ROAD AND
 CE0479'0.82 METER (2.8 FT) WEST FROM A METAL WITNESS POST.
 CE0479'MARK IS BELOW STATION 0.5 METERS.
 CE0479'
 CE0479'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 CE0479'STAMPED---CLINT 1934 NO 2---,
 CE0479'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 CE0479'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0479'8.5 METERS (27.9 FT) SOUTH FROM THE TRACK ROAD AND
 CE0479'0.70 METER (2.4 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 CE0479'MARK IS LEVEL WITH STATION.
 CE0479'
 CE0479'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS REFERENCE MARK DISK
 CE0479'STAMPED---CLINT 1934 AZIMUTH---,
 CE0479'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 CE0479'PROJECTING 16 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0479'2.6 METERS (8.5 FT) NORTHEAST FROM THE CENTER OF A TRACK ROAD.
 CE0479'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ON
 CE0479'A TRACK ROAD FOR 0.5 KM (0.3 MI) TO THE MARK ON THE LEFT.
 CE0479'
 CE0479'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.6 METERS.
 CE0479
 CE0479                          STATION RECOVERY (1999)
 CE0479
 CE0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CE0479'STATION, RM1, RM2, RMA, AND AZ MK RECOVERED IN GOOD CONDITION.  NEW TO
 CE0479'REACH FROM THE INTERSECTION OF I.H.  10 AND F.M.1110.  GO NE AND N ON
 CE0479'PAVED CO RD FOR 2.876 MILES (4.628 KM) TO A WIDE DIFF RD LEFT WITH A
 CE0479'DARRINGTON PARK TRAINING CENTER ON THE LEFT.  TURN LEFT ON THE WIDE
 CE0479'DIRT RD AND FOLLOW IT FOR 0.274 MILES (0.441 KM) TO A BARRIER OF TIRES
 CE0479'ACROSS THE ROAD WITH A VEHICLE SIZED OPENING ON THE LEFT. CONTINUE ON
 CE0479'THE WIDE DIRT RD FOR 0.187 MILES (0.301 KM) TO A DUMP AND A TRACK RD
 CE0479'AT THE FAR RIGHT CORNER OF THE DUMP.  FOLLOW TRACK RD FOR 0.388 MILES
 CE0479'(0.624 KM) TO STATION ON LEFT.  TOTAL DISTANCE FROM PAVED CO TOP TO
 CE0479'STATION IS 0.849 MILES (1.366 KM).  AZ MK IS 0.29 MILES (0.47 KM)
 CE0479'ALONG TRACK RD FROM STATION.  ALL FIVE MONUMENTS PROJECT ABOVE THE
 CE0479'GROUND AND HAVE WITNESS POSTS.  STATION IS SECOND MONUMENT ON THE
 CE0479'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0482 ***********************************************************************
 CE0482  DESIGNATION -  CLINT AZ MK
 CE0482  PID         -  CE0482
 CE0482  STATE/COUNTY-  TX/EL PASO
 CE0482  USGS QUAD   -  CLINT NW (1995)
 CE0482
 CE0482                         *CURRENT SURVEY CONTROL
 CE0482  ___________________________________________________________________
 CE0482* NAD 83(1993)-  31 37 44.78665(N)    106 10 52.71738(W)     ADJUSTED  
 CE0482* NAVD 88     -      1221.2    (meters)    4007.     (feet)  VERTCON   
 CE0482  ___________________________________________________________________
 CE0482  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 CE0482  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0482
 CE0482  HORZ ORDER  -  SECOND
 CE0482
 CE0482.The horizontal coordinates were established by classical geodetic methods
 CE0482.and adjusted by the National Geodetic Survey in February 1996..
 CE0482
 CE0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0482
 CE0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0482
 CE0482.The geoid height was determined by GEOID03.
 CE0482
 CE0482;                    North         East     Units Scale Factor Converg.
 CE0482;SPC TX C     - 3,232,130.895   145,481.338   MT  0.99994159   -3 00 43.4
 CE0482;SPC TX C     -10,604,082.78    477,300.02   sFT  0.99994159   -3 00 43.4
 CE0482;UTM  13      - 3,499,931.962   387,968.500   MT  0.99975480   -0 37 10.4
 CE0482
 CE0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0482!SPC TX C     -   0.99981206  x   0.99994159  =   0.99975366
 CE0482!UTM  13      -   0.99981206  x   0.99975480  =   0.99956691
 CE0482
 CE0482                          SUPERSEDED SURVEY CONTROL
 CE0482
 CE0482  NAD 83(1986)-  31 37 44.79246(N)    106 10 52.71327(W) AD(       ) 2
 CE0482  NAD 27      -  31 37 44.38052(N)    106 10 50.79220(W) AD(       ) 2
 CE0482  NGVD 29 (07/19/86) 1220.6    (m)         4005.     (f) VERT ANG       
 CE0482
 CE0482.Superseded values are not recommended for survey control.
 CE0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0482.See file dsdata.txt to determine how the superseded data were derived.
 CE0482
 CE0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ8796899932(NAD 83)
 CE0482_MARKER: DR = REFERENCE MARK DISK
 CE0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CE0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0482+STABILITY: SURFACE MOTION
 CE0482
 CE0482  HISTORY     - Date     Condition        Report By
 CE0482  HISTORY     - 1980     MONUMENTED       NGS
 CE0482
 CE0482                          STATION DESCRIPTION
 CE0482
 CE0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0482'THE STATION IS LOCATED ABOUT 6.8 KM (4-1/4 MI) NORTHEAST
 CE0482'OF CLINT, 6.0 KM (3-3/4 MI) SOUTHEAST
 CE0482'OF HORIZON CITY AND 11.7 KM (7-1/4 MI) EAST-SOUTHEAST
 CE0482'OF SOCORRO.
 CE0482'OWNERSHIP--STATE OF TEXAS, LEASED TO MR. SAM ORR, P.O. BOX
 CE0482'937, FABENS, TX 79838, TELEPHONE NUMBER 915-764-3952.
 CE0482'
 CE0482'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND
 CE0482'HORIZON BOULEVARD (EXIT 37), GO NORTHEAST ON HORIZON
 CE0482'BOULEVARD FOR 5.6 KM (3.45 MI) TO A PAVED CROSS ROAD
 CE0482'(DARRINGTON DRIVE).  TURN RIGHT AND GO SOUTH-SOUTHEAST FOR
 CE0482'1.1 KM (0.7 MI) TO THE END OF THE PAVEMENT.  CONTINUE AHEAD
 CE0482'ON GRAVEL ROAD FOR 4.6 KM (2.85 MI) TO WHERE THE MAIN ROAD
 CE0482'TURNS LEFT AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND
 CE0482'FOLLOW THE TRACK ROAD ALONG THE NORTH SIDE OF A FENCE
 CE0482'FOR 2.2 KM (1.35 MI) TO A WIRE GATE IN THE FENCE.  TURN
 CE0482'LEFT PASSING THROUGH THE GATE, TURN LEFT AGAIN AND FOLLOW
 CE0482'A TRACK ROAD EAST ALONG THE SOUTH SIDE OF THE FENCE AND
 CE0482'THEN SOUTHERLY FOR 2.4 KM (1.5 MI) TO THE STATION.
 CE0482'
 CE0482'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 CE0482'STAMPED---CLINT 1934 AZIMUTH---,
 CE0482'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 CE0482'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0482'3.05 METERS (10 FT) EAST FROM THE CENTER OF THE TRACK ROAD AND
 CE0482'0.46 METER (1.5 FT) NORTH FROM A METAL WITNESS POST.
 CE0482'
 CE0482'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0480 ***********************************************************************
 CE0480  DESIGNATION -  CLINT RM A
 CE0480  PID         -  CE0480
 CE0480  STATE/COUNTY-  TX/EL PASO
 CE0480  USGS QUAD   -  CLINT NW (1995)
 CE0480
 CE0480                         *CURRENT SURVEY CONTROL
 CE0480  ___________________________________________________________________
 CE0480* NAD 83(1993)-  31 37 55.01775(N)    106 11 03.99657(W)     ADJUSTED  
 CE0480* NAVD 88     -      1224.1    (meters)    4016.     (feet)  VERTCON   
 CE0480  ___________________________________________________________________
 CE0480  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 CE0480  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0480
 CE0480  HORZ ORDER  -  FIRST
 CE0480
 CE0480.The horizontal coordinates were established by classical geodetic methods
 CE0480.and adjusted by the National Geodetic Survey in February 1996..
 CE0480
 CE0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0480
 CE0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0480
 CE0480.The geoid height was determined by GEOID03.
 CE0480
 CE0480;                    North         East     Units Scale Factor Converg.
 CE0480;SPC TX C     - 3,232,461.182   145,201.090   MT  0.99994214   -3 00 49.2
 CE0480;SPC TX C     -10,605,166.39    476,380.58   sFT  0.99994214   -3 00 49.2
 CE0480;UTM  13      - 3,500,250.203   387,674.763   MT  0.99975561   -0 37 16.5
 CE0480
 CE0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0480!SPC TX C     -   0.99981161  x   0.99994214  =   0.99975376
 CE0480!UTM  13      -   0.99981161  x   0.99975561  =   0.99956726
 CE0480
 CE0480:                Primary Azimuth Mark                     Grid Az
 CE0480:SPC TX C     -  TORNILLO                                 143 10 13.0
 CE0480:UTM  13      -  TORNILLO                                 140 46 40.3
 CE0480
 CE0480|---------------------------------------------------------------------|
 CE0480| PID    Reference Object                     Distance      Geod. Az  |
 CE0480|                                                           dddmmss.s |
 CE0480| CD1077 TORNILLO                            APPROX.29.3 KM 1400923.8 |
 CE0480| CE0479 CLINT                                28.841 METERS 23713     |
 CE0480| CE0483 HORIZON CITY RADAR DOME             APPROX. 5.5 KM 3471349.5 |
 CE0480|---------------------------------------------------------------------|
 CE0480
 CE0480                          SUPERSEDED SURVEY CONTROL
 CE0480
 CE0480  NAD 83(1986)-  31 37 55.02348(N)    106 11 03.99257(W) AD(       ) 1
 CE0480  NAD 27      -  31 37 54.61214(N)    106 11 02.07089(W) AD(       ) 1
 CE0480  NGVD 29 (07/19/86) 1223.5    (m)         4014.     (f) VERT ANG       
 CE0480
 CE0480.Superseded values are not recommended for survey control.
 CE0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0480.See file dsdata.txt to determine how the superseded data were derived.
 CE0480
 CE0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8767500250(NAD 83)
 CE0480_MARKER: DS = TRIANGULATION STATION DISK
 CE0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0480+STABILITY: SURFACE MOTION
 CE0480
 CE0480  HISTORY     - Date     Condition        Report By
 CE0480  HISTORY     - 1969     MONUMENTED       CGS
 CE0480  HISTORY     - 1980     GOOD             NGS
 CE0480
 CE0480                          STATION DESCRIPTION
 CE0480
 CE0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CE0480'THE STATION IS LOCATED ABOUT 19 MILES SOUTHEAST OF EL PASO,
 CE0480'7-1/2 MILES NORTHEAST OF THE RIO GRANDE RIVER, 4 MILES NORTHEAST
 CE0480'OF CLINT AND ON PROPERTY LEASED BY MR. PAUL THOMAS OF FABENS,
 CE0480'TEXAS.
 CE0480'
 CE0480'THE STATION MARK IS A STANDARD DISK, STAMPED CLINT RM A 1968,
 CE0480'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CE0480'3-INCHES.  IT IS 4.3 FEET WEST-NORTHWEST OF A METAL WITNESS POST
 CE0480'WITH SIGN ATTACHED.
 CE0480'
 CE0480'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CLINT 1934.
 CE0480'
 CE0480'TO REACH THE STATION SEE THE DESCRIPTION FOR TRIANGULATION
 CE0480'STATION CLINT 1934 THEREOF.
 CE0480
 CE0480                          STATION RECOVERY (1980)
 CE0480
 CE0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0480'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE
 CE0480'STATION WAS NOT OCCUPIED AT THIS TIME.
 CE0480'THE STATION IS LOCATED ABOUT 30.5 KM (19 MI) SOUTHEAST OF
 CE0480'EL PASO, 6.4 KM (4 MI) NORTHEAST OF CLINT AND ON STATE
 CE0480'PROPERTY.
 CE0480'OWNERSHIP--STATE OF TEXAS, MR. SAM ORR, LESSEE, BOX 937,
 CE0480'FABENS, TX 79838, TELEPHONE NUMBER 915-764-3952.
 CE0480'
 CE0480'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0480'HIGHWAY 10 AND HORIZON BOULEVARD (EXIT 37), ABOUT 29 KM
 CE0480'(18 MI) SOUTHEAST OF THE CENTER OF EL PASO, GO NORTHEAST
 CE0480'ON HORIZON BOULEVARD 5.3 KM (3.3 MI) TO A PAVED CROSSROAD.
 CE0480'TURN RIGHT AND GO SOUTHEAST ON DARRINGTON ROAD FOR 1.1 KM
 CE0480'(0.7 MI) TO THE END OF PAVEMENT.  CONTINUE ON A GRAVEL
 CE0480'ROAD FOR 4.3 KM (2.7 MI) TO WHERE THE MAIN ROAD TURNS
 CE0480'LEFT, A CATTLE GUARD AND A TRACK ROAD RIGHT.  TURN RIGHT
 CE0480'AND GO WEST ALONG THE NORTH SIDE OF A FENCE FOR 2.7 KM
 CE0480'(1.4 MI) TO A GATE ON THE LEFT.  PASS THROUGH THE GATE,
 CE0480'TURN LEFT AND GO EAST ALONG THE SOUTH SIDE OF THE FENCE,
 CE0480'THEN SOUTH FOR 2.0 KM (1.25 MI) TO THE STATION ON THE LEFT.
 CE0480'
 CE0480'THE STATION IS A STANDARD CGS DISK
 CE0480'STAMPED---CLINT RMA 1968---,
 CE0480'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 CE0480'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0480'18.2 METERS (59.7 FT) NORTH FROM A TRACK ROAD AND
 CE0480'0.82 METER (2.8 FT) WEST FROM A METAL WITNESS POST.
 CE0480'
 CE0480'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2180 ***********************************************************************
 AN2180  DESIGNATION -  CLIP
 AN2180  PID         -  AN2180
 AN2180  STATE/COUNTY-  TX/GOLIAD
 AN2180  USGS QUAD   -  BERCLAIR (1987)
 AN2180
 AN2180                         *CURRENT SURVEY CONTROL
 AN2180  ___________________________________________________________________
 AN2180* NAD 83(1993)-  28 33 38.74656(N)    097 30 50.35534(W)     ADJUSTED  
 AN2180* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 AN2180  ___________________________________________________________________
 AN2180  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AN2180  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN2180
 AN2180  HORZ ORDER  -  SECOND
 AN2180
 AN2180.The horizontal coordinates were established by classical geodetic methods
 AN2180.and adjusted by the National Geodetic Survey in February 1996..
 AN2180
 AN2180.The orthometric height was scaled from a topographic map.
 AN2180
 AN2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2180
 AN2180.The geoid height was determined by GEOID03.
 AN2180
 AN2180;                    North         East     Units Scale Factor Converg.
 AN2180;SPC TXSC     - 4,081,544.647   745,392.677   MT  0.99995380   +0 43 40.9
 AN2180;SPC TXSC     -13,390,867.73  2,445,509.14   sFT  0.99995380   +0 43 40.9
 AN2180;UTM  14      - 3,160,224.800   645,354.056   MT  0.99986074   +0 42 38.1
 AN2180
 AN2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2180!SPC TXSC     -   0.99999438  x   0.99995380  =   0.99994818
 AN2180!UTM  14      -   0.99999438  x   0.99986074  =   0.99985512
 AN2180
 AN2180:                Primary Azimuth Mark                     Grid Az
 AN2180:SPC TXSC     -  T 332                                    054 31 31.1
 AN2180:UTM  14      -  T 332                                    054 32 33.9
 AN2180
 AN2180|---------------------------------------------------------------------|
 AN2180| PID    Reference Object                     Distance      Geod. Az  |
 AN2180|                                                           dddmmss.s |
 AN2180| AN1801 T 332                                              0551512.0 |
 AN2180| CV4589 CLIP RM 1                            31.852 METERS 23701     |
 AN2180| CV4590 CLIP RM 2                            23.313 METERS 32827     |
 AN2180|---------------------------------------------------------------------|
 AN2180
 AN2180                          SUPERSEDED SURVEY CONTROL
 AN2180
 AN2180  NAD 83(1986)-  28 33 38.75344(N)    097 30 50.33841(W) AD(       ) 2
 AN2180  NAD 27      -  28 33 37.77300(N)    097 30 49.36200(W) AD(       ) 2
 AN2180
 AN2180.Superseded values are not recommended for survey control.
 AN2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2180.See file dsdata.txt to determine how the superseded data were derived.
 AN2180
 AN2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4535460225(NAD 83)
 AN2180_MARKER: DS = TRIANGULATION STATION DISK
 AN2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2180
 AN2180  HISTORY     - Date     Condition        Report By
 AN2180  HISTORY     - 1952     MONUMENTED       CGS
 AN2180  HISTORY     - 1963     GOOD             CGS
 AN2180
 AN2180                          STATION DESCRIPTION
 AN2180
 AN2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2180'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF GOLIAD.
 AN2180'5.5 MILES SOUTHEAST OF BERCLAIR.  AND 2.5 MILES SOUTHWEST
 AN2180'OF THE RAILWAY STATION CLIP.
 AN2180'
 AN2180'TO REACH FROM BERCLAIR, GO EASTERLY ON U.S. HIGHWAY 59 FOR 3.5
 AN2180'MILES TO A ROADSIDE PARK ON THE RIGHT, SOUTH SIDE OF ROAD.
 AN2180'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 59 FOR 0.4 MILE TO
 AN2180'A CROSSROAD.  TURN RIGHT, SOUTH, AND GO ON THE MAIN TRAVELED
 AN2180'ROAD FOR 1.1 MILES TO A RAILROAD CROSSING.  CROSS RAILROAD
 AN2180'TRACKS AND CONTINUE EASTERLY ON THE MAIN TRAVELED ROAD FOR
 AN2180'0.85 MILE TO A SIDE ROAD LEFT AND THE STATION SITE ON THE NORTH
 AN2180'SIDE OF ROAD.
 AN2180'
 AN2180'THE STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS SET
 AN2180'IN THE TOPS OF CONCRETE POSTS.
 AN2180'
 AN2180'THE STATION MARK IS STAMPED CLIP 1952, AND PROJECTS 6 INCHES.
 AN2180'THE MARK IS LOCATED 31 FEET SOUTH OF THE SOUTH RAIL OF A
 AN2180'RAILROAD TRACK.  30 FEET EAST OF THE EAST TRACK OF A TRACK
 AN2180'ROAD.  AND 8 FEET SOUTHEAST OF A WHITE WITNESS POST.
 AN2180'
 AN2180'REFERENCE MARK NO. 1 IS STAMPED CLIP NO 1 1952, AND PROJECTS
 AN2180'6 INCHES.  THE MARK IS LOCATED 50 FEET NORTH OF THE CENTER
 AN2180'OF A GRADED ROAD.  30 FEET SOUTH OF THE SOUTH RAIL OF A
 AN2180'RAILROAD TRACK.  AND 27 FEET NORTHWEST OF A TELEPHONE POLE.
 AN2180'
 AN2180'REFERENCE MARK NO. 2 IS STAMPED CLIP NO 2 1952, AND PROJECTS
 AN2180'6 INCHES.  THE MARK IS LOCATED 45 FEET EAST OF A GATE.  40
 AN2180'FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK.  AND 1 FOOT
 AN2180'SOUTH OF A FENCE LINE.
 AN2180'
 AN2180'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK SET IN THE TOP
 AN2180'OF A CONCRETE POST WHICH PROJECTS 6 INCHES.  THE MARK IS
 AN2180'STAMPED T 332 1935.  THE MARK IS LOCATED 0.3 MILE NORTHEAST
 AN2180'OF THE STATION.  42 FEET SOUTH OF THE SOUTH RAIL OF A
 AN2180'RAILROAD TRACK.  40 FEET NORTH OF THE CENTER OF A GRADED
 AN2180'ROAD.  12 FEET NORTHEAST OF A TELEPHONE POLE.  AND 1 FOOT
 AN2180'SOUTHWEST OF A WHITE WITNESS POST.
 AN2180'
 AN2180'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 AN2180'ON THE MAIN TRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT,
 AN2180'NORTH SIDE OF ROAD.
 AN2180'
 AN2180'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AN2180
 AN2180                          STATION RECOVERY (1963)
 AN2180
 AN2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AN2180'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AN2180'CONDITION AS DESCRIBED.  DID NOT RECOVER AZIMUTH MARK.
 AN2180'
 AN2180'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1143 ***********************************************************************
 BM1143  SACS        -  This is a Secondary Airport Control Station.
 BM1143  DESIGNATION -  CLL AP STA A
 BM1143  PID         -  BM1143
 BM1143  STATE/COUNTY-  TX/BRAZOS
 BM1143  USGS QUAD   -  WELLBORN (1980)
 BM1143
 BM1143                         *CURRENT SURVEY CONTROL
 BM1143  ___________________________________________________________________
 BM1143* NAD 83(1993)-  30 35 11.67878(N)    096 21 26.64077(W)     ADJUSTED  
 BM1143* NAVD 88     -        94.48   (meters)     310.0    (feet)  GPS OBS   
 BM1143  ___________________________________________________________________
 BM1143  X           -    -608,518.419 (meters)                     COMP
 BM1143  Y           -  -5,461,719.436 (meters)                     COMP
 BM1143  Z           -   3,226,555.318 (meters)                     COMP
 BM1143  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 BM1143  ELLIP HEIGHT-          67.68  (meters)          (02/27/01) GPS OBS
 BM1143  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BM1143
 BM1143  HORZ ORDER  -  FIRST
 BM1143  ELLP ORDER  -  FOURTH    CLASS II
 BM1143
 BM1143.This mark is at Easterwood Fld (CLL) Airport (CLL)
 BM1143
 BM1143.The horizontal coordinates were established by GPS observations
 BM1143.and adjusted by the National Geodetic Survey in August 1996..
 BM1143
 BM1143.The orthometric height was determined by GPS observations and a
 BM1143.high-resolution geoid model.
 BM1143
 BM1143.GPS derived orthometric heights for airport stations designated as
 BM1143.PACS or SACS are published to 2 decimal places.  This maintains
 BM1143.centimeter relative accuracy between the PACS and SACS.  It does
 BM1143.not indicate centimeter accuracy relative to other marks which are
 BM1143.part of the NAVD 88 network.
 BM1143
 BM1143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1143
 BM1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1143
 BM1143.The ellipsoidal height was determined by GPS observations
 BM1143.and is referenced to NAD 83.
 BM1143
 BM1143.The geoid height was determined by GEOID03.
 BM1143
 BM1143;                    North         East     Units Scale Factor Converg.
 BM1143;SPC TX C     - 3,108,790.752 1,081,230.491   MT  0.99990778   +2 02 52.2
 BM1143;SPC TX C     -10,199,424.33  3,547,337.04   sFT  0.99990778   +2 02 52.2
 BM1143;UTM  14      - 3,386,760.654   753,404.030   MT  1.00039223   +1 20 43.4
 BM1143
 BM1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1143!SPC TX C     -   0.99998937  x   0.99990778  =   0.99989715
 BM1143!UTM  14      -   0.99998937  x   1.00039223  =   1.00038160
 BM1143
 BM1143:                Primary Azimuth Mark                     Grid Az
 BM1143:SPC TX C     -  CLL AP STA B                             286 44 33.0
 BM1143:UTM  14      -  CLL AP STA B                             287 26 41.8
 BM1143
 BM1143|---------------------------------------------------------------------|
 BM1143| PID    Reference Object                     Distance      Geod. Az  |
 BM1143|                                                           dddmmss.s |
 BM1143| BM1144 CLL AP STA B                        APPROX. 1.6 KM 2884725.2 |
 BM1143| BM0033 CLL ARP 2                           APPROX. 0.8 KM 2884804.0 |
 BM1143|---------------------------------------------------------------------|
 BM1143
 BM1143                          SUPERSEDED SURVEY CONTROL
 BM1143
 BM1143  ELLIP H (08/20/96)   67.73   (m)                       GP(       ) 4 2
 BM1143  NAD 83(1993)-  30 35 11.67925(N)    096 21 26.63737(W) AD(       ) 2
 BM1143  NAD 83(1986)-  30 35 11.69431(N)    096 21 26.61921(W) AD(       ) 2
 BM1143  NGVD 29 (12/03/93)   94.22   (m)          309.1    (f) LEVELING    3  
 BM1143
 BM1143.Superseded values are not recommended for survey control.
 BM1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1143.See file dsdata.txt to determine how the superseded data were derived.
 BM1143
 BM1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5340486761(NAD 83)
 BM1143_MARKER: DT = TOPOGRAPHIC STATION DISK
 BM1143_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BM1143_SP_SET: CONCRETE POST
 BM1143_STAMPING: AP 1963 STA A
 BM1143_MARK LOGO: CGS   
 BM1143_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1143+STABILITY: SURFACE MOTION
 BM1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1143+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1995
 BM1143
 BM1143  HISTORY     - Date     Condition        Report By
 BM1143  HISTORY     - 1963     MONUMENTED       CGS
 BM1143  HISTORY     - 19910615 GOOD             NGS
 BM1143  HISTORY     - 19921029 GOOD
 BM1143  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1143  HISTORY     - 19950227 GOOD             NGS
 BM1143
 BM1143                          STATION DESCRIPTION
 BM1143
 BM1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BM1143'THE STATION IS LOCATED 2.0 MI (3.2 KM) SOUTHWEST OF COLLEGE STATION,
 BM1143'TEXAS ON THE PROPERTY OF EASTERWOOD AIRPORT NEAR THE RUNWAY 28 END.
 BM1143'PERMISSION MUST BE OBTAINED FROM AIRPORT MANGER AND TOWER CHIEF BEFORE
 BM1143'ACCESSING STATION IN THE CONTROLLED MOVEMENT AREAS OF THIS AIRPORT.
 BM1143'POINT OF CONTACT RICHARD ARNOLD EASTERWOOD AIRPORT, MCKENZIE TERMINAL
 BM1143'BLVD. 7, COLLEGE STATION, TX. 77845-1583, PHONE (409)845-4811.
 BM1143'THE STATION IS A STANDARD TOPO DISK SET IN THE TOP OF A 10 INCH
 BM1143'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, AND STAMPED---AP 1963
 BM1143'STA A---. THE STATION IS 173.2 FT (52.8 M) SOUTHEAST OF RUNWAY LIGHT
 BM1143'61, 50.01 FT (15.24 M) SOUTH OF THE SOUTH EDGE OF RUNWAY 28,AND 46.9
 BM1143'FT (14.3 M) SOUTHWEST OF THRESHOLD LIGHT 63.
 BM1143'DESC. BY ALG
 BM1143
 BM1143                          STATION RECOVERY (1991)
 BM1143
 BM1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BM1143'THE STATION IS LOCATED NEAR RUNWAY END 28, 173.2 FT (52.8 M) SOUTHEAST
 BM1143'OF RUNWAY LIGHT 61, 50.01 FT (15.24 M) SOUTH OF THE SOUTH EDGE OF THE
 BM1143'RUNWAY, 46.9 FT (14.3 M) SOUTHWEST OF THRESHOLD LIGHT 63.  A STANDARD
 BM1143'TOPO DISK STAMPED AP 1963 STA A SET IN THE TOP OF A 10 INCH CONCRETE
 BM1143'POST WHICH PROJECTS 1 INCH ABOVE THE GROUND LEVEL.
 BM1143
 BM1143                          STATION RECOVERY (1992)
 BM1143
 BM1143'RECOVERED 1992
 BM1143'RECOVERED IN GOOD CONDITION.
 BM1143
 BM1143                          STATION RECOVERY (1994)
 BM1143
 BM1143'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1143'MARK NOT FOUND.
 BM1143
 BM1143                          STATION RECOVERY (1995)
 BM1143
 BM1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1143'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF COLLEGE STATION AT
 BM1143'EASTERWOOD FIELD, IN GRASS ALONG THE SOUTH SIDE OF AND IN LINE WITH
 BM1143'RUNWAY END 28, AND NEAR THE CENTER OF THE EAST SIDE OF THE AIRFIELD.
 BM1143'OWNERSHIP--TEXAS A AND M UNIVERSITY, MCKENZIE TERMINAL BUILDING NUMBER
 BM1143'7, COLLEGE STATION, TX 77845.  CONTACT JIM ALLEN, OPERATIONS
 BM1143'SUPERVISOR, OR RICHARD ARNOLD, ASSOCIATE DIRECTOR AT 409-845-4811 TWO
 BM1143'DAYS IN ADVANCE TO ARRANGE FOR AN ESCORT TO THIS STATION.  TO REACH
 BM1143'FROM THE UNDERPASS AT THE JUNCTION OF STATE HIGHWAY 60 AND FARM ROAD
 BM1143'2818 ON THE SOUTHWEST SIDE OF COLLEGE STATION, GO SOUTHEAST ON FARM
 BM1143'ROAD 2818 FOR 1.45 KM (0.90 MI) TO A PAVED CROSSROAD (FARM ROAD 2347)
 BM1143'.  TURN RIGHT, WEST-SOUTHWEST, ON FARM ROAD 2347 FOR 0.41 KM (0.25 MI)
 BM1143'TO A PAVED ROAD LEFT JUST BEFORE A GATE AT GENERAL AVIATION.  TURN
 BM1143'LEFT, SOUTH, ON THE PAVED ROAD FOR 0.10 KM (0.05 MI) TO THE AIRPORT
 BM1143'TERMINAL.  AN ESCORT WILL TAKE YOU FROM HERE.  ENTER THE GATE AT THE
 BM1143'SOUTH SIDE OF THE GENERAL AVIATION BUILDING AND PROCEED SOUTHWEST TO
 BM1143'RAMP TAXIWAY (A) .  TURN LEFT, SOUTHEAST, AND PROCEED 0.3 KM (0.20 MI)
 BM1143'ALONG TAXIWAY, CROSSING THE END OF RUNWAY 28, TO THE STATION.  THE
 BM1143'STATION IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST SET FLUSH
 BM1143'WITH THE GROUND.  IT IS 38.1 M (125.0 FT) SOUTH-SOUTHWEST OF THE
 BM1143'CENTER OF RUNWAY END 28, 15.4 M (50.5 FT) SOUTH-SOUTHWEST OF THE
 BM1143'SOUTHEAST CORNER OF THE RUNWAY, 15.3 M (50.2 FT) WEST OF THE REIL
 BM1143'LIGHT, 12.7 M (41.7 FT) SOUTHWEST OF THE SOUTHERN MOST THRESHOLD
 BM1143'LIGHT, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  DESCRIBED BY D.G
 BM1143'AUG NOTE THIS STATION IS SELECT AS A SACS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1144 ***********************************************************************
 BM1144  SACS        -  This is a Secondary Airport Control Station.
 BM1144  DESIGNATION -  CLL AP STA B
 BM1144  PID         -  BM1144
 BM1144  STATE/COUNTY-  TX/BRAZOS
 BM1144  USGS QUAD   -  WELLBORN (1980)
 BM1144
 BM1144                         *CURRENT SURVEY CONTROL
 BM1144  ___________________________________________________________________
 BM1144* NAD 83(1993)-  30 35 28.12821(N)    096 22 22.53641(W)     ADJUSTED  
 BM1144* NAVD 88     -        96.82   (meters)     317.7    (feet)  GPS OBS   
 BM1144  ___________________________________________________________________
 BM1144  X           -    -609,970.080 (meters)                     COMP
 BM1144  Y           -  -5,461,300.175 (meters)                     COMP
 BM1144  Z           -   3,226,992.598 (meters)                     COMP
 BM1144  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BM1144  ELLIP HEIGHT-          70.05  (meters)          (02/27/01) GPS OBS
 BM1144  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BM1144
 BM1144  HORZ ORDER  -  FIRST
 BM1144  ELLP ORDER  -  FOURTH    CLASS II
 BM1144
 BM1144.This mark is at Easterwood Fld (CLL) Airport (CLL)
 BM1144
 BM1144.The horizontal coordinates were established by GPS observations
 BM1144.and adjusted by the National Geodetic Survey in August 1996..
 BM1144
 BM1144.The orthometric height was determined by GPS observations and a
 BM1144.high-resolution geoid model.
 BM1144
 BM1144.GPS derived orthometric heights for airport stations designated as
 BM1144.PACS or SACS are published to 2 decimal places.  This maintains
 BM1144.centimeter relative accuracy between the PACS and SACS.  It does
 BM1144.not indicate centimeter accuracy relative to other marks which are
 BM1144.part of the NAVD 88 network.
 BM1144
 BM1144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1144
 BM1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1144
 BM1144.The ellipsoidal height was determined by GPS observations
 BM1144.and is referenced to NAD 83.
 BM1144
 BM1144.The geoid height was determined by GEOID03.
 BM1144
 BM1144;                    North         East     Units Scale Factor Converg.
 BM1144;SPC TX C     - 3,109,243.840 1,079,724.335   MT  0.99990721   +2 02 23.4
 BM1144;SPC TX C     -10,200,910.83  3,542,395.59   sFT  0.99990721   +2 02 23.4
 BM1144;UTM  14      - 3,387,232.396   751,902.820   MT  1.00038287   +1 20 15.5
 BM1144
 BM1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1144!SPC TX C     -   0.99998900  x   0.99990721  =   0.99989621
 BM1144!UTM  14      -   0.99998900  x   1.00038287  =   1.00037187
 BM1144
 BM1144:                Primary Azimuth Mark                     Grid Az
 BM1144:SPC TX C     -  CLL AP STA A                             106 44 33.3
 BM1144:UTM  14      -  CLL AP STA A                             107 26 41.2
 BM1144
 BM1144|---------------------------------------------------------------------|
 BM1144| PID    Reference Object                     Distance      Geod. Az  |
 BM1144|                                                           dddmmss.s |
 BM1144| BM1143 CLL AP STA A                        APPROX. 1.6 KM 1084656.7 |
 BM1144| BM0033 CLL ARP 2                           APPROX. 0.8 KM 1084616.6 |
 BM1144|---------------------------------------------------------------------|
 BM1144
 BM1144                          SUPERSEDED SURVEY CONTROL
 BM1144
 BM1144  ELLIP H (08/20/96)   70.09   (m)                       GP(       ) 4 2
 BM1144  NAD 83(1993)-  30 35 28.12861(N)    096 22 22.53290(W) AD(       ) 2
 BM1144  NAD 83(1986)-  30 35 28.14388(N)    096 22 22.51466(W) AD(       ) 2
 BM1144  NGVD 29 (12/03/93)   96.56   (m)          316.8    (f) LEVELING    3  
 BM1144
 BM1144.Superseded values are not recommended for survey control.
 BM1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1144.See file dsdata.txt to determine how the superseded data were derived.
 BM1144
 BM1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5190387232(NAD 83)
 BM1144_MARKER: DT = TOPOGRAPHIC STATION DISK
 BM1144_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BM1144_SP_SET: CONCRETE POST
 BM1144_STAMPING: AP 1963 STA B
 BM1144_MARK LOGO: CGS   
 BM1144_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1144+STABILITY: SURFACE MOTION
 BM1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1144+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1995
 BM1144
 BM1144  HISTORY     - Date     Condition        Report By
 BM1144  HISTORY     - 1963     MONUMENTED       CGS
 BM1144  HISTORY     - 19910615 GOOD             NGS
 BM1144  HISTORY     - 19921029 GOOD
 BM1144  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1144  HISTORY     - 19950227 GOOD             NGS
 BM1144
 BM1144                          STATION DESCRIPTION
 BM1144
 BM1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BM1144'THE STATION IS LOCATED 2.0 MI (3.2 KM) SOUTHWEST OF COLLEGE STATION,
 BM1144'TEXAS ON THE PROPERTY OF EASTERWOOD AIRPORT NEAR THE RUNWAY 10 END.
 BM1144'PERMISSION MUST BE OBTAINED FROM AIRPORT MANGER AND TOWER CHIEF BEFORE
 BM1144'ACCESSING STATION IN THE CONTROLLED MOVEMENT AREAS OF THIS AIRPORT.
 BM1144'POINT OF CONTACT RICHARD ARNOLD EASTERWOOD AIRPORT, MCKENZIE TERMINAL
 BM1144'BLVD. 7, COLLEGE STATION, TX. 77845-1583, PHONE (409)845-4811.
 BM1144'THE STATION IS A STANDARD TOPO DISK SET IN THE TOP OF A 10 INCH
 BM1144'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, AND STAMPED---AP 1963
 BM1144'STA B---. THE STATION IS 178.8 FT (54.5 M) SOUTHWEST OF RUNWAY LIGHT
 BM1144'9, 50.05 FT (15.26 M) SOUTH OF THE SOUTH EDGE OF RUNWAY 10,AND 46.95
 BM1144'FT (14.31 M) SOUTHWEST OF THRESHOLD LIGHT 7.
 BM1144'DESC. BY ALG
 BM1144
 BM1144                          STATION RECOVERY (1991)
 BM1144
 BM1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BM1144'THE STATION IS LOCATED NEAR THE WEST END OF RUNWAY 10, 178.8 FT (54.5
 BM1144'M) SOUTHWEST OF RUNWAY LIGHT 9, 50.05 FT (15.26 M) SOUTH OF THE SOUTH
 BM1144'EDGE OF THE RUNWAY, 46.95 FT (14.31 M) SOUTHEAST OF THRESHOLD LIGHT 7.
 BM1144'A STANDARD TOPO DISK STAMPED AP 1963 STA B SET IN THE TOP OF A 10 INCH
 BM1144'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND LEVEL.
 BM1144
 BM1144                          STATION RECOVERY (1992)
 BM1144
 BM1144'RECOVERED 1992
 BM1144'RECOVERED IN GOOD CONDITION.
 BM1144
 BM1144                          STATION RECOVERY (1994)
 BM1144
 BM1144'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1144'MARK NOT FOUND.
 BM1144
 BM1144                          STATION RECOVERY (1995)
 BM1144
 BM1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1144'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF COLLEGE STATION AT
 BM1144'EASTERWOOD FIELD, IN GRASS ALONG THE SOUTH SIDE OF AND IN LINE WITH
 BM1144'RUNWAY END 10, AND JUST NORTH OF THE CENTER OF THE WEST SIDE OF THE
 BM1144'AIRFIELD.  OWNERSHIP--TEXAS A AND M UNIVERSITY, MCKENZIE TERMINAL
 BM1144'BUILDING NUMBER 7, COLLEGE STATION, TX 77845.  CONTACT JIM ALLEN,
 BM1144'OPERATIONS SUPERVISOR, OR RICHARD ARNOLD, ASSOCIATE DIRECTOR AT
 BM1144'409-845-4811 TWO DAYS IN ADVANCE TO ARRANGE FOR AN ESCORT TO THIS
 BM1144'STATION.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF STATE HIGHWAY
 BM1144'60 AND FARM ROAD 2818 ON THE SOUTHWEST SIDE OF COLLEGE STATION, GO
 BM1144'SOUTHEAST ON FARM ROAD 2818 FOR 1.45 KM (0.90 MI) TO A PAVED CROSSROAD
 BM1144'(FARM ROAD 2347) .  TURN RIGHT, WEST-SOUTHWEST, ON FARM ROAD 2347 FOR
 BM1144'0.41 KM (0.25 MI) TO A PAVED ROAD LEFT JUST BEFORE A GATE AT GENERAL
 BM1144'AVIATION.  TURN LEFT, SOUTH, ON THE PAVED ROAD FOR 0.10 KM (0.05 MI)
 BM1144'TO THE AIRPORT TERMINAL.  AN ESCORT WILL TAKE YOU FROM HERE.  ENTER
 BM1144'THE GATE AT THE SOUTH SIDE OF THE GENERAL AVIATION BUILDING AND
 BM1144'PROCEED SOUTHWEST TO RAMP TAXIWAY (A) .  TURN RIGHT, NORTHWEST, AND
 BM1144'CONTINUE TO EAST-WEST TAXIWAY (B) .  TURN LEFT, WEST, AND PROCEED 1.4
 BM1144'KM (0.85 MI) ALONG TAXIWAY, CROSSING RUNWAYS 16-34 AND 4-22, AND
 BM1144'RUNWAY END 10, TO THE STATON.  THE STATION IS SET IN THE TOP OF A
 BM1144'25-CM SQUARE CONCRETE POST SET FLUSH WITH THE GROUND. IT IS 56.5 M
 BM1144'(185.4 FT) NORTH-NORTHEAST OF THE PERIMETER FENCE, 38.1 M (125.0 FT)
 BM1144'SOUTH-SOUTHWEST OF THE CENTER OF RUNWAY END 10, 15.4 M (50.5 FT)
 BM1144'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE RUNWAY, 15.3 M (50.2
 BM1144'FT) WEST OF THE REIL LIGHT, 12.7 M (41.7 FT) SOUTH OF THE SOUTHERN
 BM1144'MOST THRESHOLD LIGHT, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.
 BM1144'DESCRIBED BY D.G AUG NOTE THIS STATION IS SELECT AS A SACS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0033 ***********************************************************************
 BM0033  PACS        -  This is a Primary Airport Control Station.
 BM0033  DESIGNATION -  CLL ARP 2
 BM0033  PID         -  BM0033
 BM0033  STATE/COUNTY-  TX/BRAZOS
 BM0033  USGS QUAD   -  WELLBORN (1980)
 BM0033
 BM0033                         *CURRENT SURVEY CONTROL
 BM0033  ___________________________________________________________________
 BM0033* NAD 83(1993)-  30 35 20.04540(N)    096 21 55.04974(W)     ADJUSTED  
 BM0033* NAVD 88     -        94.96   (meters)     311.5    (feet)  GPS OBS   
 BM0033  ___________________________________________________________________
 BM0033  X           -    -609,256.171 (meters)                     COMP
 BM0033  Y           -  -5,461,505.700 (meters)                     COMP
 BM0033  Z           -   3,226,777.374 (meters)                     COMP
 BM0033  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 BM0033  ELLIP HEIGHT-          68.18  (meters)          (10/24/00) GPS OBS
 BM0033  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BM0033
 BM0033  HORZ ORDER  -  B
 BM0033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0033  ELLP ORDER  -  FOURTH    CLASS II
 BM0033
 BM0033.This mark is at Easterwood Fld (CLL) Airport (CLL)
 BM0033
 BM0033.The horizontal coordinates were established by GPS observations
 BM0033.and adjusted by the National Geodetic Survey in February 1996..
 BM0033
 BM0033.The orthometric height was determined by GPS observations and a
 BM0033.high-resolution geoid model.
 BM0033
 BM0033.GPS derived orthometric heights for airport stations designated as
 BM0033.PACS or SACS are published to 2 decimal places.  This maintains
 BM0033.centimeter relative accuracy between the PACS and SACS.  It does
 BM0033.not indicate centimeter accuracy relative to other marks which are
 BM0033.part of the NAVD 88 network.
 BM0033.The vertical order pertains to the NGVD 29 superseded value.
 BM0033
 BM0033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM0033
 BM0033.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0033
 BM0033.The ellipsoidal height was determined by GPS observations
 BM0033.and is referenced to NAD 83.
 BM0033
 BM0033.The geoid height was determined by GEOID03.
 BM0033
 BM0033;                    North         East     Units Scale Factor Converg.
 BM0033;SPC TX C     - 3,109,021.198 1,080,464.964   MT  0.99990749   +2 02 37.6
 BM0033;SPC TX C     -10,200,180.38  3,544,825.47   sFT  0.99990749   +2 02 37.6
 BM0033;UTM  14      - 3,387,000.583   752,641.017   MT  1.00038746   +1 20 29.2
 BM0033
 BM0033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0033!SPC TX C     -   0.99998929  x   0.99990749  =   0.99989678
 BM0033!UTM  14      -   0.99998929  x   1.00038746  =   1.00037675
 BM0033
 BM0033:                Primary Azimuth Mark                     Grid Az
 BM0033:SPC TX C     -  CLL AP STA A                             106 45 12.0
 BM0033:UTM  14      -  CLL AP STA A                             107 27 20.4
 BM0033
 BM0033|---------------------------------------------------------------------|
 BM0033| PID    Reference Object                     Distance      Geod. Az  |
 BM0033|                                                           dddmmss.s |
 BM0033| BM1143 CLL AP STA A                        APPROX. 0.8 KM 1084749.6 |
 BM0033| BM1144 CLL AP STA B                        APPROX. 0.8 KM 2884630.6 |
 BM0033|---------------------------------------------------------------------|
 BM0033
 BM0033                          SUPERSEDED SURVEY CONTROL
 BM0033
 BM0033  ELLIP H (02/20/96)   68.22   (m)                       GP(       ) 1 1
 BM0033  NAD 83(1993)-  30 35 20.04568(N)    096 21 55.04562(W) AD(       ) 2
 BM0033  NAD 83(1986)-  30 35 20.06086(N)    096 21 55.02752(W) AD(       ) 2
 BM0033  NGVD 29 (??/??/92)   94.746  (m)          310.85   (f) ADJ UNCH    2 0
 BM0033
 BM0033.Superseded values are not recommended for survey control.
 BM0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0033.See file dsdata.txt to determine how the superseded data were derived.
 BM0033
 BM0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5264187001(NAD 83)
 BM0033_MARKER: DT = TOPOGRAPHIC STATION DISK
 BM0033_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BM0033_SP_SET: CONCRETE POST
 BM0033_STAMPING: ARP 2 1963
 BM0033_MARK LOGO: CGS   
 BM0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0033+STABILITY: SURFACE MOTION
 BM0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0033+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 BM0033
 BM0033  HISTORY     - Date     Condition        Report By
 BM0033  HISTORY     - 1963     MONUMENTED       CGS
 BM0033  HISTORY     - 1982     GOOD             USGS
 BM0033  HISTORY     - 19910615 GOOD             NGS
 BM0033  HISTORY     - 19921029 GOOD             NOS
 BM0033  HISTORY     - 19950227 GOOD             NGS
 BM0033  HISTORY     - 20030312 GOOD             NGS
 BM0033  HISTORY     - 20050622 GOOD             JCLS
 BM0033
 BM0033                          STATION DESCRIPTION
 BM0033
 BM0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BM0033'2.0 MI SW FROM COLLEGE STATION.
 BM0033'2 MILES SOUTHWEST OF COLLEGE STATION ON THE PROPERTY OF EASTERWOOD
 BM0033'AIRPORT AND AT THE GEOMETRIC CENTER OF THE AIRPORT.  MIDWAY BETWEEN
 BM0033'THE ENDS OF THE EAST-WEST RUNWAY AND SOUTH OF THE RUNWAY.  146.0 FEET
 BM0033'N OF A FENCE CORNER.  45.8 FEET SE OF RUNWAY LIGHT NO. 33.  49.9 FEET
 BM0033'S OF THE S EDGE OF THE RUNWAY.  A STANDARD TOPO DISK, STAMPED ARP 2
 BM0033'1963, SET IN THE TOP OF A 10 INCH CONCRETE POST PROJECTING 1 INCH
 BM0033'ABOVE THE GROUND.
 BM0033
 BM0033                          STATION RECOVERY (1982)
 BM0033
 BM0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 BM0033'NEW DESC: 2 MILES SOUTHWEST OF COLLEGE STATION ON THE PROPERTY OF
 BM0033'EASTERWOOD FIELD AIRPORT AT THE GEOMETRIC CENTER OF THE AIRPORT. IT
 BM0033'IS AT THE MID POINT OF RUNWAY 10/28 AND SOUTH OF THE RUNWAY, 146 FEET
 BM0033'NORTH OF A FENCE CORNER, 87.0 FEET SOUTHEAST OF THE CENTERLINE
 BM0033'EXTENDED OF THE TAXIWAY TO THE SOUTHWEST, 49.9 FEET SOUTH OF THE
 BM0033'SOUTH EDGE OF THE RUNWAY AND 45.8 FEET SOUTH OF A RUNWAY LIGHT. A
 BM0033'STANDARD TOPOGRAPHICAL DISK STAMPED 'ARP 2 1963', SET IN THE TOP OF A
 BM0033'10 INCH CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 BM0033
 BM0033                          STATION RECOVERY (1991)
 BM0033
 BM0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BM0033'THE STATION IS LOCATED AT THE CENTER OF EASTERWOOD FIELD SOUTH OF
 BM0033'RUNWAY 10/28.  IT IS 146 FT (44.5 M) NORTH OF A FENCE CORNER, 87.0 FT
 BM0033'(26.5 M) SOUTHEAST OF THE CENTERLINE EXTENDED OF THE TAXIWAY TO THE
 BM0033'SOUTHWEST, 49.9 FT (15.2 M) SOUTH OF THE SOUTH EDGE OF THE RUNWAY AND
 BM0033'45.8 FT (14.0 M) SOUTH OF A RUNWAY LIGHT.  A STANDARD TOPOGRAPHIC DISK
 BM0033'STAMPED ARP 2 1963 SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 BM0033'WITH THE GROUNDS SURFACE.
 BM0033
 BM0033                          STATION RECOVERY (1992)
 BM0033
 BM0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 BM0033'RECOVERED IN GOOD CONDITION.
 BM0033
 BM0033                          STATION RECOVERY (1995)
 BM0033
 BM0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM0033'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF COLLEGE STATION AT
 BM0033'EASTERWOOD FIELD, IN GRASS ADJACENT TO A ROW OF TREES, IN THE SOUTH
 BM0033'QUADRANT OF THE JUNCTION OF RUNWAY 10-28 AND THE PARALLEL TAXI FOR
 BM0033'RUNWAY 4-22, AND AT MIDFIELD.  OWNERSHIP--TEXAS A AND M UNIVERSITY,
 BM0033'MCKENZIE TERMINAL BUILDING NUMBER 7, COLLEGE STATION, TX 77845.
 BM0033'CONTACT JIM ALLEN, OPERATIONS SUPERVISOR, OR RICHARD ARNOLD, ASSOCIATE
 BM0033'DIRECTOR AT 409-845-4811 TWO DAYS IN ADVANCE TO ARRANGE FOR AN ESCORT
 BM0033'TO THIS STATION.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF STATE
 BM0033'HIGHWAY 60 AND FARM ROAD 2818 ON THE SOUTHWEST SIDE OF COLLEGE
 BM0033'STATION, GO SOUTHEAST ON FARM ROAD 2818 FOR 1.45 KM (0.90 MI) TO A
 BM0033'PAVED CROSSROAD (FARM ROAD 2347) .  TURN RIGHT, WEST-SOUTHWEST, ON
 BM0033'FARM ROAD 2347 FOR 0.41 KM (0.25 MI) TO A PAVED ROAD LEFT JUST BEFORE
 BM0033'A GATE AT GENERAL AVIATION.  TURN LEFT, SOUTH, ON THE PAVED ROAD FOR
 BM0033'0.10 KM (0.05 MI) TO THE AIRPORT TERMINAL.  AN ESCORT WILL TAKE YOU
 BM0033'FROM HERE.  ENTER GATE AT THE SOUTH SIDE OF THE GENERAL AVIATION
 BM0033'TERMINAL AND PROCEED SOUTHWEST TO RAMP TAXIWAY (A) .  TURN RIGHT,
 BM0033'NORTHWEST, FOR 0.08 KM (0.05 MI) TO EAST-WEST TAXIWAY (B) .  TURN LEFT
 BM0033'ON TAXIWAY FOR 0.5 KM (0.30 MI) CROSSING RUNWAY 16-34, TO
 BM0033'SOUTHWEST-NORTHEAST TAXIWAY (E) .  TURN LEFT, SOUTHWEST, AND PROCEED
 BM0033'0.3 KM (0.20 MI) ALONG TAXIWAY, CROSSING RUNWAY 10-28, TO THE STATION
 BM0033'ON THE LEFT.  THE STATION IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE
 BM0033'POST SET FLUSH WITH THE GROUND.  IT IS 74.6 M (244.8 FT) NORTH OF A
 BM0033'FENCE CORNER, 64.3 M (211.0 FT) NORTH-NORTHEAST OF THE FENCE, 38.0 M
 BM0033'(124.7 FT) SOUTH-SOUTHWEST OF THE CENTER OF RUNWAY 10-28, 26.5 M (86.9
 BM0033'FT) SOUTHEAST OF THE EXTENDED CENTER OF THE PARALLEL TAXI FOR RUNWAY
 BM0033'4-22, 17.3 M (56.8 FT) SOUTHWEST OF A RUNWAY LIGHT, 15.2 M (49.9 FT)
 BM0033'SOUTH-SOUTHWEST OF THE SOUTH EDGE OF THE RUNWAY, AND 0.3 M (1.0 FT)
 BM0033'NORTH OF A WITNESS POST.  DESCRIBED BY D.G AUG
 BM0033
 BM0033                          STATION RECOVERY (2003)
 BM0033
 BM0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 BM0033'RECOVERED IN GOOD CONDITION.
 BM0033
 BM0033                          STATION RECOVERY (2005)
 BM0033
 BM0033'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 BM0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6960 ***********************************************************************
 AW6960  DESIGNATION -  CLODINE
 AW6960  PID         -  AW6960
 AW6960  STATE/COUNTY-  TX/HARRIS
 AW6960  USGS QUAD   -  CLODINE (1995)
 AW6960
 AW6960                         *CURRENT SURVEY CONTROL
 AW6960  ___________________________________________________________________
 AW6960* NAD 83(1993)-  29 42 39.45128(N)    095 41 15.98990(W)     ADJUSTED  
 AW6960* NAVD 88     -        27.7    (meters)      91.     (feet)  VERTCON   
 AW6960  ___________________________________________________________________
 AW6960  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW6960  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW6960
 AW6960  HORZ ORDER  -  FIRST
 AW6960
 AW6960.The horizontal coordinates were established by classical geodetic methods
 AW6960.and adjusted by the National Geodetic Survey in February 1996..
 AW6960
 AW6960.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6960
 AW6960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6960
 AW6960.The geoid height was determined by GEOID03.
 AW6960
 AW6960;                    North         East     Units Scale Factor Converg.
 AW6960;SPC TXSC     - 4,212,629.600   920,426.540   MT  0.99988470   +1 37 21.7
 AW6960;SPC TXSC     -13,820,935.61  3,019,766.07   sFT  0.99988470   +1 37 21.7
 AW6960;UTM  15      - 3,289,782.152   239,973.531   MT  1.00043433   -1 19 58.4
 AW6960
 AW6960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6960!SPC TXSC     -   0.99999997  x   0.99988470  =   0.99988467
 AW6960!UTM  15      -   0.99999997  x   1.00043433  =   1.00043430
 AW6960
 AW6960|---------------------------------------------------------------------|
 AW6960| PID    Reference Object                     Distance      Geod. Az  |
 AW6960|                                                           dddmmss.s |
 AW6960| CV7045 CLODINE RM 1                         24.545 METERS 06114     |
 AW6960| CV7044 CLODINE AZ MK                                      0692805.1 |
 AW6960| CV7046 CLODINE RM 2                         25.618 METERS 20435     |
 AW6960|---------------------------------------------------------------------|
 AW6960
 AW6960                          SUPERSEDED SURVEY CONTROL
 AW6960
 AW6960  NAD 83(1986)-  29 42 39.46577(N)    095 41 15.97222(W) AD(       ) 1
 AW6960  NAD 27      -  29 42 38.63345(N)    095 41 15.16258(W) AD(       ) 1
 AW6960  NGVD 29 (07/19/86)   27.7    (m)           91.     (f) VERT ANG       
 AW6960
 AW6960.Superseded values are not recommended for survey control.
 AW6960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6960.See file dsdata.txt to determine how the superseded data were derived.
 AW6960
 AW6960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3997489782(NAD 83)
 AW6960_MARKER: DS = TRIANGULATION STATION DISK
 AW6960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6960_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6960
 AW6960  HISTORY     - Date     Condition        Report By
 AW6960  HISTORY     - 1968     MONUMENTED       CGS
 AW6960  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW6960
 AW6960                          STATION DESCRIPTION
 AW6960
 AW6960'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6960'THE STATION IS LOCATED AT THE SOUTH EDGE OF BARKER RESERVOIR,
 AW6960'7 MILES SOUTHWEST OF ADDICKS, 0.2 MILE NORTH OF CLODINE AND ON
 AW6960'PROPERTY OF THE U.S. CORPS OF ENGINEERS.
 AW6960'
 AW6960'TO REACH THE STATION FROM THE POST OFFICE IN CLODINE, GO NORTH ON
 AW6960'FARM ROAD 1464 FOR 0.15 MILE TO A CROSSROAD (FARM ROAD 1093).
 AW6960'CONTINUE NORTH ON A GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON
 AW6960'THE RIGHT AT THE SOUTH BASE OF A LEVEE.
 AW6960'
 AW6960'THE STATION MARK IS A STANDARD DISK STAMPED CLODINE 1968, SET IN THE
 AW6960'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6960'GROUND.  IT IS 77 FEET SOUTH-SOUTHEAST OF THE CENTER OF A GRAVELED
 AW6960'ROAD ATOP THE LEVEE, 69 FEET SOUTHEAST OF THE SOUTH GATE POST OF A
 AW6960'PIPE GATE AND 36 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 AW6960'
 AW6960'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLODINE NO 1 1968,
 AW6960'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 AW6960'WITH THE GROUND.  IT IS 117 FEET EAST-NORTHEAST OF THE
 AW6960'NORTH-SOUTH FENCE LINE, 111 FEET EAST OF THE SOUTH GATE POST OF
 AW6960'THE PIPE GATE AND 86 FEET SOUTHEAST OF THE CENTER OF THE GRAVELED
 AW6960'ROAD ATOP THE LEVEE.
 AW6960'
 AW6960'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLODINE NO 2 1968,
 AW6960'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 AW6960'WITH THE GROUND.  IT IS 68 FEET SOUTH OF THE SOUTH GATE POST OF THE
 AW6960'NORTH-SOUTH FENCE LINE, 1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE
 AW6960'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 AW6960'
 AW6960'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLODINE 1968,
 AW6960'CEMENTED IN A DRILL HOLE IN THE WEST END OF A CONCRETE CULVERT.
 AW6960'IT IS 22.9 FEET NORTH-NORTHWEST OF THE CENTER OF FARM ROAD 1093
 AW6960'AND 1 FOOT SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 AW6960'
 AW6960'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF FARM ROADS 1464 AND
 AW6960'1093, GO EAST NORTHEAST ON FARM ROAD 1093 FOR 0.3 MILE TO THE MARK
 AW6960'ON THE LEFT.
 AW6960'
 AW6960'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 AW6960
 AW6960                          STATION RECOVERY (2004)
 AW6960
 AW6960'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0652 ***********************************************************************
 EN0652  DESIGNATION -  CLOSKY 1923
 EN0652  PID         -  EN0652
 EN0652  STATE/COUNTY-  TX/CHILDRESS
 EN0652  USGS QUAD   -  GARDEN VALLEY (1985)
 EN0652
 EN0652                         *CURRENT SURVEY CONTROL
 EN0652  ___________________________________________________________________
 EN0652* NAD 83(1993)-  34 34 46.54017(N)    100 00 07.04627(W)     ADJUSTED  
 EN0652* NAVD 88     -       487.3    (meters)    1599.     (feet)  VERTCON   
 EN0652  ___________________________________________________________________
 EN0652  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 EN0652  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EN0652
 EN0652  HORZ ORDER  -  THIRD
 EN0652
 EN0652.The horizontal coordinates were established by classical geodetic methods
 EN0652.and adjusted by the National Geodetic Survey in February 1996..
 EN0652
 EN0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0652
 EN0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0652
 EN0652.The geoid height was determined by GEOID03.
 EN0652
 EN0652;                    North         East     Units Scale Factor Converg.
 EN0652;SPC TX N     - 1,065,341.277   337,446.409   MT  1.00001706   +0 52 05.4
 EN0652;SPC TX N     - 3,495,207.17  1,107,105.43   sFT  1.00001706   +0 52 05.4
 EN0652;SPC OK S     -   140,060.707   416,339.006   MT  0.99993595   -1 08 10.8
 EN0652;SPC OK S     -   459,515.84  1,365,938.89   sFT  0.99993595   -1 08 10.8
 EN0652;UTM  14      - 3,826,879.374   408,102.898   MT  0.99970409   -0 34 07.3
 EN0652
 EN0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0652!SPC TX N     -   0.99992796  x   1.00001706  =   0.99994502
 EN0652!SPC OK S     -   0.99992796  x   0.99993595  =   0.99986392
 EN0652!UTM  14      -   0.99992796  x   0.99970409  =   0.99963208
 EN0652
 EN0652|---------------------------------------------------------------------|
 EN0652| PID    Reference Object                     Distance      Geod. Az  |
 EN0652|                                                           dddmmss.s |
 EN0652| EN0653 KIDDER MONUMENT GLO 1923            204.941 METERS 16828     |
 EN0652| EN0651 INITIAL 1923                        APPROX. 1.1 KM 2593637.1 |
 EN0652|---------------------------------------------------------------------|
 EN0652
 EN0652                          SUPERSEDED SURVEY CONTROL
 EN0652
 EN0652  NAD 83(1993)-  34 34 46.54017(N)    100 00 07.04627(W) AD(       ) 3
 EN0652  NAD 83(1986)-  34 34 46.54609(N)    100 00 07.03808(W) AD(       ) 3
 EN0652  NAD 27      -  34 34 46.31400(N)    100 00 05.67600(W) AD(       ) 3
 EN0652  NGVD 29 (07/19/86)  487.0    (m)         1598.     (f) VERT ANG       
 EN0652
 EN0652.Superseded values are not recommended for survey control.
 EN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0652.See file dsdata.txt to determine how the superseded data were derived.
 EN0652
 EN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0810326879(NAD 83)
 EN0652_MARKER: DS = TRIANGULATION STATION DISK
 EN0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0652+STABILITY: SURFACE MOTION
 EN0652
 EN0652  HISTORY     - Date     Condition        Report By
 EN0652  HISTORY     - 1923     MONUMENTED       CGS
 EN0652  HISTORY     - 1958     GOOD             CGS
 EN0652  HISTORY     - 1966     GOOD             CGS
 EN0652
 EN0652                          STATION DESCRIPTION
 EN0652
 EN0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EN0652'STATION IS ABOUT 4-3/4 MI. W AND 7 MI. S OF HOLLIS, ABOUT 25
 EN0652'M. (82 FT.) S OF THE N LINE OF SECTION 11, T 1 N, R 27 W,
 EN0652'OF THE OKLAHOMA LAND SURVEY, IN A PASTURE LOT OF FRANK CLOSKY.
 EN0652'
 EN0652'STATION IS ABOUT 75 M. (246 FT.) NE OF HIS HOUSE, AND 20 M.
 EN0652'(66 FT.) E OF A ROAD LEADING TO IT.
 EN0652'
 EN0652'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS,
 EN0652'SET IN CONCRETE.
 EN0652'
 EN0652'THE FOLLOWING DISTANCES AND BEARINGS ARE FROM THE STATION--STATION
 EN0652'INITIAL, 0.7 MI., S 79 DEG 37 MIN W.  KIDDER MONUMENT, 204.9
 EN0652'M. (672 FT.), S 11 DEG 32 MIN E.
 EN0652'
 EN0652'ELEVATION OF STATION IS 487 M. (1598 FT.).
 EN0652
 EN0652                          STATION RECOVERY (1958)
 EN0652
 EN0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 EN0652'STATION RECOVERED AND FOUND IN GOOD CONDITION.  IT IS 246 FEET
 EN0652'NORTHEAST OF A VACANT HOUSE (FORMER HOME OF FRANK CLOSKY),
 EN0652'60 FEET SOUTH OF THE SOUTH FENCE OF EAST-WEST ROAD AND ABOUT
 EN0652'50 FEET EAST OF DRIVEWAY LEADING TO THE OLD HOUSE.
 EN0652'
 EN0652'A UNITED STATES SUPREME COURT MARK WAS RECOVERED ABOUT 0.1
 EN0652'MILE EAST OF THE STATION.  IT DESIGNATES THE TEXAS-OKLAHOMA
 EN0652'BOUNDARY AND THE 100TH MERIDIAN.  THE DATE OF MARK IS 1927
 EN0652'AND THE NUMBERS 1222 WERE ALSO STAMPED ON THE DISK.  THIS
 EN0652'PROBABLY IS THE DISTANCE FROM THE SECTION CORNER.  THE MARK
 EN0652'IS 10 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND PROJECTS
 EN0652'14 INCHES.
 EN0652'
 EN0652'TO REACH THE STATION FROM CHILDRESS, FROM THE JUNCTION OF U.S.
 EN0652'HIGHWAYS 287, 83 AND 62 IN THE NORTHWEST EDGE OF TOWN, GO NORTH
 EN0652'ON U.S. 83 AND 62 FOR 20.75 MILES TO A T-ROAD RIGHT OPPOSITE
 EN0652'A HOUSE ON THE LEFT, TURN RIGHT AND GO EAST FOR 1.85 MILES TO
 EN0652'FORKS, TAKE RIGHT FORK AND CONTINUE EASTERLY ON MAIN ROAD
 EN0652'FOR 2.15 MILES TO A T-INTERSECTION, TURN LEFT AND GO NORTH
 EN0652'FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR
 EN0652'0.5 MILE TO A T-INTERSECTION, MAKE A JOG TO LEFT THEN RIGHT
 EN0652'AND GO EAST AND SOUTH FOR 0.65 MILE TO A T-ROAD LEFT, TURN
 EN0652'LEFT AND GO EAST, NORTH AND EAST FOR 2.05 MILES TO POINT
 EN0652'WHERE MAIN ROAD TURNS LEFT, TURN LEFT AND GO NORTH AND EAST
 EN0652'FOR 1.2 MILES TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 EN0652'ON MAIN ROAD FOR 0.35 MILE TO A WIRE GATE TO NORTHWEST OF A
 EN0652'ROCK HOUSE, PASS THROUGH GATE THEN GO EASTERLY (PASING TO
 EN0652'SOUTH OF THE ROCK HOUSE) FOR 0.6 MILE TO A WIRE GATE, PASS
 EN0652'THROUGH GATE THEN TURN RIGHT AND GO SOUTH AND EAST AROUND EDGE
 EN0652'OF FIELD FOR 0.95 MILE TO WIRE GATE AT SOUTHEAST CORNER
 EN0652'OF CULTIVATED FIELD, PASS THROUGH GATE THEN RIGHT THROUGH
 EN0652'ANOTHER GATE THEN LEFT AND GO EAST AND SOUTHEAST ON BLADED
 EN0652'ROAD FOR 0.7 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 EN0652'CONTINUE EAST FOR 0.7 MILE TO A WIRE GATE ON RIGHT AND
 EN0652'STATION TO SOUTHEAST.
 EN0652
 EN0652                          STATION RECOVERY (1966)
 EN0652
 EN0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 EN0652'THE STATION WAS VISITED.  THE STATION MARK WAS RECOVERED
 EN0652'IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.  THE STATION KNOLL
 EN0652'IS COVERED BY MESQUITE BRUSH ABOUT 15 FEET HIGH.  THE VACANT
 EN0652'HOUSE REMAINS A SHORT DISTANCE SOUTHWEST OF THE STATION.
 EN0652'
 EN0652'AN ERROR OF MILAGE IN THE 1958 DESCRIBED ROUTE TO THE STATION
 EN0652'WAS NOTED.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EN0652'HIGHWAYS 287, 83 AND 62 IN THE WEST EDGE OF CHILDRESS, GO NORTH
 EN0652'ON U.S. 83 AND 62 FOR 10.85 MILES TO A T-ROAD RIGHT AT HOUSE
 EN0652'ON LEFT.  TURN RIGHT AND GO EAST AS DESCRIBED IN THE 1958
 EN0652'DESCRIPTION.  THE REMAINING PORTION OF THE DESCRIBED ROUTE WAS
 EN0652'FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6599 ***********************************************************************
 AW6599  DESIGNATION -  CLOVER
 AW6599  PID         -  AW6599
 AW6599  STATE/COUNTY-  TX/HARRIS
 AW6599  USGS QUAD   -  BELLAIRE (1995)
 AW6599
 AW6599                         *CURRENT SURVEY CONTROL
 AW6599  ___________________________________________________________________
 AW6599* NAD 83(1993)-  29 38 24.11041(N)    095 24 31.21510(W)     ADJUSTED  
 AW6599* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 AW6599  ___________________________________________________________________
 AW6599  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AW6599  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6599
 AW6599  HORZ ORDER  -  FIRST
 AW6599
 AW6599.The horizontal coordinates were established by classical geodetic methods
 AW6599.and adjusted by the National Geodetic Survey in February 1996..
 AW6599
 AW6599.The orthometric height was scaled from a topographic map.
 AW6599
 AW6599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6599
 AW6599.The geoid height was determined by GEOID03.
 AW6599
 AW6599;                    North         East     Units Scale Factor Converg.
 AW6599;SPC TXSC     - 4,205,568.994   947,660.438   MT  0.99987737   +1 45 34.0
 AW6599;SPC TXSC     -13,797,770.94  3,109,115.95   sFT  0.99987737   +1 45 34.0
 AW6599;UTM  15      - 3,281,323.790   266,820.097   MT  1.00027093   -1 11 30.3
 AW6599
 AW6599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6599!SPC TXSC     -   1.00000161  x   0.99987737  =   0.99987898
 AW6599!UTM  15      -   1.00000161  x   1.00027093  =   1.00027254
 AW6599
 AW6599:                Primary Azimuth Mark                     Grid Az
 AW6599:SPC TXSC     -  CLOVER AZ MK                             015 24 32.9
 AW6599:UTM  15      -  CLOVER AZ MK                             018 21 37.2
 AW6599
 AW6599|---------------------------------------------------------------------|
 AW6599| PID    Reference Object                     Distance      Geod. Az  |
 AW6599|                                                           dddmmss.s |
 AW6599| CV7047 CLOVER AZ MK                                       0171006.9 |
 AW6599| CV7048 CLOVER RM 1                          25.881 METERS 02841     |
 AW6599| AW6600 5352 0308 HCS 1968                   16.070 METERS 23959     |
 AW6599|---------------------------------------------------------------------|
 AW6599
 AW6599                          SUPERSEDED SURVEY CONTROL
 AW6599
 AW6599  NAD 83(1986)-  29 38 24.12445(N)    095 24 31.19596(W) AD(       ) 1
 AW6599  NAD 27      -  29 38 23.28909(N)    095 24 30.41139(W) AD(       ) 1
 AW6599
 AW6599.Superseded values are not recommended for survey control.
 AW6599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6599.See file dsdata.txt to determine how the superseded data were derived.
 AW6599
 AW6599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6682081324(NAD 83)
 AW6599_MARKER: DS = TRIANGULATION STATION DISK
 AW6599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6599_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6599
 AW6599  HISTORY     - Date     Condition        Report By
 AW6599  HISTORY     - 1968     MONUMENTED       CGS
 AW6599  HISTORY     - 1987     GOOD             USPSQD
 AW6599  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 AW6599
 AW6599                          STATION DESCRIPTION
 AW6599
 AW6599'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6599'THE STATION IS LOCATED ON THE MISSOURI PACIFIC RAILWAY RIGHT-OF-WAY
 AW6599'ABOUT 7-3/4 MILES WEST OF THE TERMINAL BUILDINGS OF THE HOUSTON
 AW6599'INTERNATIONAL AIRPORT, 2-3/4 MILES SOUTH OF THE HOUSTON DOMED
 AW6599'STADIUM AND NEAR THE CENTER OF THE EAST PORTION OF THE
 AW6599'RIGHT-OF-WAY OF THE RAILROAD ALONG THE EAST SIDE OF STATE HIGHWAY
 AW6599'288 (ALMEDA ROAD).
 AW6599'
 AW6599'TO REACH THE STATION FROM A POINT WHERE STATE HIGHWAY 288 CROSSES
 AW6599'UNDER INTERSTATE HIGHWAY 610 (SOUTH LOOP), GO SOUTH ON STATE
 AW6599'HIGHWAY 288 FOR 2.7 MILES TO THE AZIMUTH MARK ON THE LEFT, EAST,
 AW6599'SIDE OF THE HIGHWAY.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.1 MILE
 AW6599'TO A PAVED DRIVEWAY LEFT AND HOUSTON CITY SURVEY MARK 5352-0310
 AW6599'JUST NORTH OF THE DRIVEWAY.  CONTINUE SOUTH ON THE HIGHWAY FOR
 AW6599'0.2 MILE TO THE STATION ON THE LEFT, EAST, SIDE OF THE HIGHWAY
 AW6599'AND RAILROAD TRACKS.  (CONTINUE SOUTH ON THE HIGHWAY FOR
 AW6599'0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT ON MOWERY ROAD, CROSS
 AW6599'THE RAILROAD TRACKS FOR 0.3 MILE TO THE STATION AS
 AW6599'DESCRIBED.) (HOUSTON CITY SURVEY MARK 5352-0205 IS LOCATED
 AW6599'JUST SOUTH OF THE SOUTH EDGE OF MOWERY ROAD AND JUST WEST OF
 AW6599'THE WEST RAIL OF THE RAILROAD TRACKS.)
 AW6599'
 AW6599'THE STATION MARK IS A STANDARD DISK STAMPED CLOVER 1968, SET IN THE
 AW6599'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6599'THE GROUND SURFACE.  IT IS 47.5 FEET NORTH-NORTHWEST OF TELEPHONE
 AW6599'POLE NUMBER 85, 24.2 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 AW6599'TRACKS AND 22.2 FEET WEST OF THE METAL WITNESS POST WHICH IS SET
 AW6599'IN THE EAST RIGHT-OF-WAY FENCE ALONG THE RAILROAD.
 AW6599'
 AW6599'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLOVER NO 1 1968,
 AW6599'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW6599'FLUSH WITH THE GROUND SURFACE.  IT IS 38.3 FEET EAST OF THE EAST
 AW6599'RAIL OF THE RAILROAD TRACKS, 14.0 FEET SOUTH OF TELEPHONE POLE
 AW6599'NUMBER 1 AND 8.1 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE ALONG
 AW6599'THE RAILROAD.
 AW6599'
 AW6599'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLOVER 1968, SET IN
 AW6599'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6599'WITH THE GROUND SURFACE.  IT IS 59.6 FEET EAST OF THE CENTER OF
 AW6599'STATE HIGHWAY 288 (ALMEDA ROAD), 32.2 FEET WEST OF THE WEST RAIL
 AW6599'OF THE RAILROAD TRACKS, 15.2 FEET EAST-SOUTHEAST OF TELEPHONE
 AW6599'POLE NUMBER 1, 2.0 FEET SOUTH OF A METAL WITNESS POST AND 1.7
 AW6599'FEET WEST OF TELEPHONE POLE NUMBER USJ.
 AW6599'
 AW6599'HOUSTON CITY SURVEY MARK 5352-0308 IS A STANDARD HCS DISK STAMPED
 AW6599'5352 0308, SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6599'WHICH IS 6 INCHES BELOW THE GROUND SURFACE.  (THIS MARK WAS USED
 AW6599'AS REFERENCE MARK 2).  IT IS 70 FEET NORTHEAST OF TELEPHONE POLE
 AW6599'NUMBER L5M, 63.6 FEET EAST OF THE EAST EDGE OF THE PAVED PORTION
 AW6599'OF STATE HIGHWAY 288 (ALMEDA ROAD) AND 4.3 FEET WEST OF THE WEST
 AW6599'RAIL OF THE RAILROAD TRACKS.
 AW6599'
 AW6599'HOUSTON CITY SURVEY MARK 5352-0310 IS A STANDARD HCS DISK STAMPED
 AW6599'5352 0310, SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6599'WHICH IS ABOUT 10 INCHES BELOW THE RAILROAD BED.  IT IS 72.9 FEET
 AW6599'SOUTHEAST OF A POWER POLE, 65.1 FEET NORTHEAST OF POWER POLE
 AW6599'NUMBER U2SJ, 29.4 FEET NORTH OF THE NORTH EDGE OF THE PAVED DRIVE
 AW6599'INTO THE FLOWERLAND NURSERY AND 4.6 FEET WEST OF THE WEST RAIL
 AW6599'OF THE RAILROAD TRACKS.
 AW6599'
 AW6599'HOUSTON CITY SURVEY MARK 5352-0205 IS A STANDARD HCS DISK STAMPED
 AW6599'5352 0205, SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6599'WHICH IS ABOUT 6 INCHES BELOW THE RAILROAD BED.  IT IS 53.4 FEET
 AW6599'EAST-NORTHEAST OF A POWER POLE, 52.8 FEET SOUTHEAST OF A POWER
 AW6599'POLE, 4.0 FEET SOUTH OF THE SOUTH EDGE OF THE PAVED PORTION OF
 AW6599'MOWERY ROAD AND 3.9 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 AW6599'TRACKS.
 AW6599'
 AW6599'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 AW6599
 AW6599                          STATION RECOVERY (1987)
 AW6599
 AW6599'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6599'RECOVERED IN GOOD CONDITION.
 AW6599
 AW6599                          STATION RECOVERY (1993)
 AW6599
 AW6599'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6271 ***********************************************************************
 AW6271  DESIGNATION -  CLOVERLEAF
 AW6271  PID         -  AW6271
 AW6271  STATE/COUNTY-  TX/HARRIS
 AW6271  USGS QUAD   -  JACINTO CITY (1982)
 AW6271
 AW6271                         *CURRENT SURVEY CONTROL
 AW6271  ___________________________________________________________________
 AW6271* NAD 83(1993)-  29 46 36.51771(N)    095 10 29.12992(W)     ADJUSTED  
 AW6271* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AW6271  ___________________________________________________________________
 AW6271  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW6271  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6271
 AW6271  HORZ ORDER  -  FIRST
 AW6271
 AW6271.The horizontal coordinates were established by classical geodetic methods
 AW6271.and adjusted by the National Geodetic Survey in February 1996..
 AW6271
 AW6271.The orthometric height was scaled from a topographic map.
 AW6271
 AW6271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6271
 AW6271.The geoid height was determined by GEOID03.
 AW6271
 AW6271;                    North         East     Units Scale Factor Converg.
 AW6271;SPC TXSC     - 4,221,438.831   969,800.868   MT  0.99989288   +1 52 26.5
 AW6271;SPC TXSC     -13,849,837.23  3,181,755.01   sFT  0.99989288   +1 52 26.5
 AW6271;UTM  15      - 3,296,036.732   289,756.059   MT  1.00014541   -1 04 49.6
 AW6271
 AW6271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6271!SPC TXSC     -   1.00000270  x   0.99989288  =   0.99989558
 AW6271!UTM  15      -   1.00000270  x   1.00014541  =   1.00014811
 AW6271
 AW6271|---------------------------------------------------------------------|
 AW6271| PID    Reference Object                     Distance      Geod. Az  |
 AW6271|                                                           dddmmss.s |
 AW6271| CV7050 CLOVERLEAF RM 1                      27.322 METERS 20537     |
 AW6271| CV7049 CLOVERLEAF AZ MK                                   2712758.9 |
 AW6271| CV7051 CLOVERLEAF RM 2                      26.634 METERS 28036     |
 AW6271|---------------------------------------------------------------------|
 AW6271
 AW6271                          SUPERSEDED SURVEY CONTROL
 AW6271
 AW6271  NAD 83(1986)-  29 46 36.53328(N)    095 10 29.11078(W) AD(       ) 1
 AW6271  NAD 27      -  29 46 35.71851(N)    095 10 28.35308(W) AD(       ) 1
 AW6271
 AW6271.Superseded values are not recommended for survey control.
 AW6271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6271.See file dsdata.txt to determine how the superseded data were derived.
 AW6271
 AW6271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8975696037(NAD 83)
 AW6271_MARKER: DS = TRIANGULATION STATION DISK
 AW6271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6271_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6271
 AW6271  HISTORY     - Date     Condition        Report By
 AW6271  HISTORY     - 1968     MONUMENTED       CGS
 AW6271  HISTORY     - 1973     GOOD             LOCENG
 AW6271  HISTORY     - 19940625 GOOD             USPSQD
 AW6271  HISTORY     - 19991118 GOOD             USPSQD
 AW6271  HISTORY     - 20040325 GOOD             USPSQD
 AW6271
 AW6271                          STATION DESCRIPTION
 AW6271
 AW6271'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6271'THE STATION IS LOCATED ON THE PROPERTY OF THE GALENA PARK
 AW6271'INDEPENDENT SCHOOL DISTRICT, AT THE SITE OF THE CLOVERLEAF
 AW6271'ELEMENTARY SCHOOL, ABOUT 11-1/4 MILES EAST AND 1 MILE NORTH OF THE
 AW6271'CENTER OF HOUSTON AND 0.4 MILE NORTH OF INTERSTATE HIGHWAY 10.
 AW6271'
 AW6271'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10,
 AW6271'MARKET STREET AND UVALDE ROAD, THIS IS AT THE SOUTH EDGE OF
 AW6271'CLOVERLEAF, GO NORTH ON UVALDE ROAD FOR 0.45 MILE TO A SIDE ROAD
 AW6271'RIGHT.  TURN RIGHT AND GO EAST ON BANDERA STREET FOR 0.4 MILE TO
 AW6271'THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 0.3 MILE TO THE
 AW6271'STATION ON THE RIGHT.
 AW6271'
 AW6271'THE STATION MARK IS A STANDARD DISK STAMPED CLOVERLEAF 1968, SET
 AW6271'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 AW6271'WITH THE GROUND.  IT IS 111.7 FEET EAST OF THE NORTHEAST CORNER
 AW6271'OF SCHOOL BUILDING, 49 FEET SOUTH OF THE CENTER OF BANDERA STREET
 AW6271'AND 20 FEET SOUTH OF A CHAIN LINK FENCE.
 AW6271'
 AW6271'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLOVERLEAF NO 1 1968,
 AW6271'SET INT HE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW6271'FLUSH WITH THE GROUND.  IT IS 101.6 FEET SOUTHEAST OF THE NORTHEAST
 AW6271'CORNER OF THE SCHOOL BUILDING, 70.7 FEET EAST OF THE EAST FACE OF
 AW6271'THE SCHOOL, 38 FEET EAST OF THE CENTER OF A DRIVEWAY AND 15.2
 AW6271'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A 12 BY 9 FOOT
 AW6271'CONCRETE SLAB.
 AW6271'
 AW6271'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLOVERLEAF NO 2 1968,
 AW6271'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW6271'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 36.1 FEET
 AW6271'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL, 32 FEET
 AW6271'SOUTH OF THE CENTER OF THE BANDERA STREET, 7 FEET WEST OF THE
 AW6271'CENTER OF THE DRIVEWAY, 2.4 FEET EAST OF THE NORTHEAST CORNER OF
 AW6271'A STORM DRAIN AND 1.5 FEET SOUTH-SOUTHWEST OF THE WEST GATE
 AW6271'POST.
 AW6271'
 AW6271'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLOVERLEAF 1968, SET
 AW6271'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW6271'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 22 FEET NORTH OF THE
 AW6271'CENTER OF BANDERA STREET, 4 FEET SOUTH OF POWER LINE POLE NUMBER
 AW6271'13815 AND 1.4 FEET EAST OF A METAL WITNESS POST.
 AW6271'
 AW6271'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AW6271
 AW6271                          STATION RECOVERY (1973)
 AW6271
 AW6271'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (LS)
 AW6271'CLOVERLEAF 1968 RECOVERED GOOD.
 AW6271'
 AW6271'CLOVERLEAF 1968 AZIMUTH MARK RECOVERED GOOD.
 AW6271'
 AW6271'DISTANCE AND DIRECTION FROM NEAREST TOWN--11-1/4 MILES EAST OF
 AW6271'HOUSTON.
 AW6271
 AW6271                          STATION RECOVERY (1994)
 AW6271
 AW6271'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6271'RECOVERED IN GOOD CONDITION.
 AW6271
 AW6271                          STATION RECOVERY (1999)
 AW6271
 AW6271'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6271'RECOVERED IN GOOD CONDITION.
 AW6271
 AW6271                          STATION RECOVERY (2004)
 AW6271
 AW6271'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6273 ***********************************************************************
 AW6273  DESIGNATION -  CLOVERLEAF TANK WITH ANTENNA
 AW6273  PID         -  AW6273
 AW6273  STATE/COUNTY-  TX/HARRIS
 AW6273  USGS QUAD   -  JACINTO CITY (1982)
 AW6273
 AW6273                         *CURRENT SURVEY CONTROL
 AW6273  ___________________________________________________________________
 AW6273* NAD 83(1993)-  29 45 12.41142(N)    095 11 24.85804(W)     ADJUSTED  
 AW6273* NAVD 88     -                                                        
 AW6273  ___________________________________________________________________
 AW6273  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AW6273  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6273
 AW6273  HORZ ORDER  -  THIRD
 AW6273
 AW6273.The horizontal coordinates were established by classical geodetic methods
 AW6273.and adjusted by the National Geodetic Survey in February 1996..
 AW6273
 AW6273
 AW6273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6273
 AW6273.The geoid height was determined by GEOID03.
 AW6273
 AW6273;                    North         East     Units Scale Factor Converg.
 AW6273;SPC TXSC     - 4,218,801.900   968,389.222   MT  0.99988983   +1 51 59.2
 AW6273;SPC TXSC     -13,841,185.90  3,177,123.64   sFT  0.99988983   +1 51 59.2
 AW6273;UTM  15      - 3,293,475.395   288,209.992   MT  1.00015346   -1 05 14.5
 AW6273
 AW6273                          SUPERSEDED SURVEY CONTROL
 AW6273
 AW6273  NAD 83(1986)-  29 45 12.42673(N)    095 11 24.83903(W) AD(       ) 4
 AW6273  NAD 27      -  29 45 11.60871(N)    095 11 24.07940(W) AD(       ) 3
 AW6273
 AW6273.Superseded values are not recommended for survey control.
 AW6273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6273.See file dsdata.txt to determine how the superseded data were derived.
 AW6273
 AW6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8821093475(NAD 83)
 AW6273_MARKER: 51 = TANK
 AW6273
 AW6273  HISTORY     - Date     Condition        Report By
 AW6273  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6273
 AW6273                          STATION DESCRIPTION
 AW6273
 AW6273'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5551 ***********************************************************************
 AW5551  PACS        -  This is a Primary Airport Control Station.
 AW5551  DESIGNATION -  CLOVPORT
 AW5551  PID         -  AW5551
 AW5551  STATE/COUNTY-  TX/BRAZORIA
 AW5551  USGS QUAD   -  FRIENDSWOOD (1995)
 AW5551
 AW5551                         *CURRENT SURVEY CONTROL
 AW5551  ___________________________________________________________________
 AW5551* NAD 83(1993)-  29 31 13.65507(N)    095 14 31.24314(W)     ADJUSTED  
 AW5551* NAVD 88     -        12.327  (meters)      40.44   (feet)  ADJUSTED  
 AW5551  ___________________________________________________________________
 AW5551  X           -    -507,486.376 (meters)                     COMP
 AW5551  Y           -  -5,531,397.718 (meters)                     COMP
 AW5551  Z           -   3,124,221.092 (meters)                     COMP
 AW5551  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW5551  ELLIP HEIGHT-         -14.76  (meters)          (10/24/00) GPS OBS
 AW5551  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW5551  DYNAMIC HT  -          12.310 (meters)      40.39  (feet)  COMP
 AW5551  MODELED GRAV-     979,269.1   (mgal)                       NAVD 88
 AW5551
 AW5551  HORZ ORDER  -  B
 AW5551  VERT ORDER  -  FIRST     CLASS II
 AW5551  ELLP ORDER  -  FOURTH    CLASS II
 AW5551
 AW5551.This mark is at Clover Fld (T02) Airport (T02)
 AW5551
 AW5551.The horizontal coordinates were established by GPS observations
 AW5551.and adjusted by the National Geodetic Survey in February 1996..
 AW5551
 AW5551.The orthometric height was determined by differential leveling
 AW5551.and adjusted by the National Geodetic Survey in June 1991..
 AW5551
 AW5551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5551
 AW5551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5551
 AW5551.The ellipsoidal height was determined by GPS observations
 AW5551.and is referenced to NAD 83.
 AW5551
 AW5551.The geoid height was determined by GEOID03.
 AW5551
 AW5551.The dynamic height is computed by dividing the NAVD 88
 AW5551.geopotential number by the normal gravity value computed on the
 AW5551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5551.degrees latitude (g = 980.6199 gals.).
 AW5551
 AW5551.The modeled gravity was interpolated from observed gravity values.
 AW5551
 AW5551;                    North         East     Units Scale Factor Converg.
 AW5551;SPC TXSC     - 4,192,830.555   964,214.265   MT  0.99986847   +1 50 27.9
 AW5551;SPC TXSC     -13,755,978.25  3,163,426.30   sFT  0.99986847   +1 50 27.9
 AW5551;UTM  15      - 3,267,745.868   282,702.345   MT  1.00018266   -1 06 18.5
 AW5551
 AW5551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5551!SPC TXSC     -   1.00000232  x   0.99986847  =   0.99987079
 AW5551!UTM  15      -   1.00000232  x   1.00018266  =   1.00018498
 AW5551
 AW5551:                Primary Azimuth Mark                     Grid Az
 AW5551:SPC TXSC     -  CLOVPORT AZ MK                           141 22 56.2
 AW5551:UTM  15      -  CLOVPORT AZ MK                           144 19 42.6
 AW5551
 AW5551|---------------------------------------------------------------------|
 AW5551| PID    Reference Object                     Distance      Geod. Az  |
 AW5551|                                                           dddmmss.s |
 AW5551| AW5550 CLOVPORT AZ MK                      499.792 METERS 1431324.1 |
 AW5551| AB8718 T02                                 APPROX. 0.5 KM 3252300.3 |
 AW5551|---------------------------------------------------------------------|
 AW5551
 AW5551                          SUPERSEDED SURVEY CONTROL
 AW5551
 AW5551  ELLIP H (02/20/96)  -14.66   (m)                       GP(       ) 3 2
 AW5551  NAD 83(1993)-  29 31 13.65511(N)    095 14 31.24120(W) AD(       ) 3
 AW5551  ELLIP H (02/16/96)  -14.70   (m)                       GP(       ) 5 1
 AW5551  ELLIP H (01/21/93)  -14.92   (m)                       GP(       ) 4 2
 AW5551  NAD 83(1986)-  29 31 13.67331(N)    095 14 31.22686(W) AD(       ) 3
 AW5551  NAD 83(1986)-  29 31 13.67375(N)    095 14 31.22766(W) AD(       ) 3
 AW5551  NAVD 88 (02/20/96)   12.33   (m)           40.5    (f) LEVELING    3  
 AW5551  NGVD 29 (12/23/87)   12.324  (m)           40.43   (f) ADJUSTED    1 2
 AW5551
 AW5551.Superseded values are not recommended for survey control.
 AW5551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5551.See file dsdata.txt to determine how the superseded data were derived.
 AW5551
 AW5551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8270267746(NAD 83)
 AW5551_MARKER: I = METAL ROD
 AW5551_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5551_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5551_STAMPING: CLOVPORT 1987
 AW5551_MARK LOGO: NGS   
 AW5551_PROJECTION: FLUSH
 AW5551_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5551+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 AW5551_ROD/PIPE-DEPTH: 8.5  meters
 AW5551_SLEEVE-DEPTH  : 1.5 meters
 AW5551
 AW5551  HISTORY     - Date     Condition        Report By
 AW5551  HISTORY     - 1987     MONUMENTED       NGS
 AW5551  HISTORY     - 1987     GOOD             USPSQD
 AW5551  HISTORY     - 1987     GOOD             NGS
 AW5551  HISTORY     - 19910218 GOOD             NGS
 AW5551  HISTORY     - 20050620 GOOD             NASA
 AW5551  HISTORY     - 20060323 MARK NOT FOUND   NGS
 AW5551
 AW5551                          STATION DESCRIPTION
 AW5551
 AW5551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5551'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI)
 AW5551'NORTH OF ALVIN, 6.4 KM (4.0 MI) SOUTH-SOUTHEAST OF PEARLAND, 3.2 KM
 AW5551'(2.0 MI) WEST OF FRIENDSWOOD AND AT THE CLOVER AIRPORT NEAR THE
 AW5551'TETRAHEDRON.
 AW5551'OWNERSHIP--PERRY BROWN SR, PO BOX 1164, FRIENDSWOOD TX 77546,
 AW5551'PHONE 713-482-7551.
 AW5551'
 AW5551'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 518 AND FARM
 AW5551'ROAD 2351 IN FRIENDSWOOD, GO SOUTHWEST ON FARM ROAD 2351 FOR 2.8 KM
 AW5551'(1.75 MI) TO COUNTY ROAD 127 ON THE RIGHT.  TURN RIGHT AND GO 0.8
 AW5551'KM (0.5 MI) NORTHWEST TO COUNTY ROAD 130 ON THE LEFT.  TURN LEFT ON
 AW5551'COUNTY ROAD 130 FOR 0.9 KM (0.55 MI) TO THE AIRPORT ENTRANCE ON THE
 AW5551'RIGHT.  TURN RIGHT FOR 0.5 KM (0.3 MI) TO THE ADMINISTRATION
 AW5551'BUILDING ON THE RIGHT.  CONTINUE NORTHWEST FOR 0.2 KM (0.15 MI) TO
 AW5551'A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.1 KM (0.05
 AW5551'MI), (TO REACH THE AZIMUTH MARK FROM HERE, TURN RIGHT ON TAXIWAY
 AW5551'FOR 0.4 KM (0.25 MI) TO THE MARK ON THE LEFT).  CONTINUE NORTHEAST
 AW5551'FOR 0.1 KM (0.05 MI) TO A GRASS TAXIWAY ON THE LEFT.  TURN LEFT AND
 AW5551'GO 0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT AT THE TETRAHEDRON.
 AW5551'
 AW5551'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5551'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW5551'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5551'LOGO CAP STAMPED---CLOVPORT 1987---, THE ROD IS RECESSED 8 CM BELOW
 AW5551'THE GROUND SURFACE.  LOCATED 44.0 METERS (144.4 FT) SOUTHEAST OF
 AW5551'THE CENTER OF AN ABANDONED RUNWAY, 41.4 METERS (135.8 FT) SOUTHWEST
 AW5551'OF THE CENTERLINE OF THE RUNWAY, 13.2 METERS (43.3 FT) NORTHWEST OF
 AW5551'THE WINDSOCK POLE, 6.1 METERS (20.0 FT) NORTH OF THE SUPPORT POST
 AW5551'OF THE TETRAHEDRON AND 0.8 METER (2.6 FT) SOUTH OF THE SOUTH EDGE
 AW5551'OF A CIRCULAR CURB.
 AW5551'
 AW5551'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 AW5551'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 AW5551'FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE
 AW5551'WITH A LOGO CAP STAMPED---CLOVPORT AZ MK 1987---, THE ROD IS
 AW5551'RECESSED 8 CM BELOW THE GROUND SURFACE.
 AW5551'LOCATED 78.0 METERS
 AW5551'(255.9 FT) NORTHWEST OF THE CENTER OF THE SOUTHEAST END OF THE
 AW5551'RUNWAY, 28.9 METERS (94.8 FT) SOUTHWEST OF THE RUNWAY CENTER, 13.4
 AW5551'METERS (44.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE TAXIWAY AT
 AW5551'THE HOLDING BARS AND 10.1 METERS (33.1 FT) SOUTH OF THE NORTHWEST
 AW5551'END OF A 0.4 METER (1.3 FT) PIPE CULVERT.
 AW5551'
 AW5551'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW5551'
 AW5551'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5551'
 AW5551'DESCRIBED BY B.L. LAMBERT.
 AW5551
 AW5551                          STATION RECOVERY (1987)
 AW5551
 AW5551'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW5551'RECOVERED IN GOOD CONDITION.
 AW5551
 AW5551                          STATION RECOVERY (1987)
 AW5551
 AW5551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5551'16.1 KM (10.0 MI) NORTH FROM ALVIN.
 AW5551'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 AW5551'8.9 KM (5.55 MI) NORTHERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 AW5551'RAILROAD FROM THE STATION IN ALVIN, THENCE 2.1 KM (1.3 MI) EASTERLY
 AW5551'ALONG COUNTY ROAD 128, THENCE 0.6 KM (0.35 MI) SOUTH ALONG STATE
 AW5551'HIGHWAY 35, THENCE 2.7 KM (1.7 MI) NORTHEASTERLY ALONG COUNTY ROAD
 AW5551'129, THENCE 0.8 KM (0.5 MI) NORTHWESTERLY ALONG COUNTY ROAD 139,
 AW5551'THENCE 0.8 KM (0.5 MI) NORTHWEST ALONG THE AIRPORT ENTRANCE ROAD,
 AW5551'THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG A PAVED TAXIWAY, 44.0 M (144.4
 AW5551'FT) SOUTHEAST OF THE CENTER OF THE TAXIWAY, 41.4 M (135.8 FT)
 AW5551'SOUTHWEST OF THE CENTER OF THE MAIN RUNWAY, 13.2 M (43.3 FT) NORTHWEST
 AW5551'OF A WIND SOCK POLE, 6.5 M (21.3 FT) SOUTH-SOUTHEAST OF THE NORTHWEST
 AW5551'CORNER OF A COMPASS ROSE, AND 6.1 M (20.0 FT) NORTH OF THE SUPPORT
 AW5551'POST OF A TETRAHEDRON.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5551'5-INCH LOGO CAP. THE ROD SLEEVE DEPTH IS ACTUALLY 0.9 METER.
 AW5551
 AW5551                          STATION RECOVERY (1991)
 AW5551
 AW5551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AW5551'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH OF ALVIN, 6.4 KM
 AW5551'(4.0 MI) SOUTH-SOUTHEAST OF PEARLAND, 3.2 KM (2.0 MI) WEST OF
 AW5551'FRIENDSWOOD AT THE CLOVER AIRPORT.  OWNERSHIP--AND AIRPORT MANAGER IS
 AW5551'PERRY BROWN, SR., P.O. BOX 1164, FRIENDSWOOD, TX 77546.  PHONE
 AW5551'713-482-7551.
 AW5551'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 518 AND 2351, IN
 AW5551'THE NORTHEAST SECTION OF FRIENDSWOOD, GO SOUTHWEST ON FARM ROAD 2351
 AW5551'FOR 3.14 KM (1.95 MI) TO THE JUNCTION OF COUNTY ROAD 132 (WITH
 AW5551'AIRPORT SIGN) ON THE RIGHT.  TURN RIGHT, NORTHWEST, ON COUNTY ROAD
 AW5551'132 FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF COUNTY ROAD 130.  TURN
 AW5551'LEFT ON COUNTY ROAD 130 FOR 0.48 KM (0.30 MI) TO THE AIRPORT OFFICE
 AW5551'AND TAXIWAY. TURN RIGHT, NORTHEAST, ON THE TAXIWAY FOR 0.08 KM
 AW5551'(0.05 MI) TO THE APRON. BEAR LEFT, NORTHWESTERLY, ACROSS THE APRON TO
 AW5551'THE EXXON FUELING STATION ON THE LEFT AND TAXIWAY ON THE RIGHT.  BEAR
 AW5551'LEFT, NORTHERLY, ACROSS THE GRASS FOR 0.24 KM (0.15 MI) TO THE
 AW5551'STATION ON THE NORTH SIDE OF THE WIND SOCK AND TETRAHEDRON AND ON THE
 AW5551'SOUTH SIDE OF THE CONCRETE TRIANGLE PAINTED WITH THE LETTER N
 AW5551'DESIGNATING NORTH.
 AW5551'THE STATION IS LOCATED 41.4 M (135.8 FT) SOUTHWEST OF THE CENTER OF
 AW5551'THE RUNWAY, 13.2 M (43.3 FT) NORTH OF THE METAL POST OF THE WIND
 AW5551'SOCK, 6.1 M (20.0 FT) NORTH OF THE METAL SUPPORT POST OF THE
 AW5551'TETRAHEDRON, 0.8 M (2.6 FT) SOUTH OF THE SOUTH EDGE OF THE CONCRETE
 AW5551'CIRCULAR CURB AROUND THE WIND SOCK AND 0.3 M (1.0 FT) SOUTH OF A
 AW5551'FIBERGLASS WITNESS POST.
 AW5551
 AW5551                          STATION RECOVERY (2005)
 AW5551
 AW5551'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW5551'PREVIOUS DESCRIPTIONS ADEQUATE EXCEPT FACILITY IS NOW 'PEARLAND
 AW5551'REGIONAL AIRPORT'. AIRPORT DIRECTOR IS A. M. RIVERA, 281-482-7551.
 AW5551'TETRAHEDRON REFERENCED NO LONGER EXISTS.
 AW5551
 AW5551                          STATION RECOVERY (2006)
 AW5551
 AW5551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006
 AW5551'MARK NOT FOUND AND PRESUMED DESTROYED BUY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5550 ***********************************************************************
 AW5550  SACS        -  This is a Secondary Airport Control Station.
 AW5550  DESIGNATION -  CLOVPORT AZ MK
 AW5550  PID         -  AW5550
 AW5550  STATE/COUNTY-  TX/BRAZORIA
 AW5550  USGS QUAD   -  FRIENDSWOOD (1995)
 AW5550
 AW5550                         *CURRENT SURVEY CONTROL
 AW5550  ___________________________________________________________________
 AW5550* NAD 83(1993)-  29 31 00.65333(N)    095 14 20.13223(W)     ADJUSTED  
 AW5550* NAVD 88     -        11.441  (meters)      37.54   (feet)  ADJUSTED  
 AW5550  ___________________________________________________________________
 AW5550  X           -    -507,206.353 (meters)                     COMP
 AW5550  Y           -  -5,531,620.685 (meters)                     COMP
 AW5550  Z           -   3,123,872.288 (meters)                     COMP
 AW5550  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW5550  ELLIP HEIGHT-         -15.66  (meters)          (01/22/00) GPS OBS
 AW5550  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW5550  DYNAMIC HT  -          11.425 (meters)      37.48  (feet)  COMP
 AW5550  MODELED GRAV-     979,269.0   (mgal)                       NAVD 88
 AW5550
 AW5550  HORZ ORDER  -  FIRST
 AW5550  VERT ORDER  -  FIRST     CLASS II
 AW5550  ELLP ORDER  -  FIFTH     CLASS I
 AW5550
 AW5550.This mark is at Clover Fld (T02) Airport (T02)
 AW5550
 AW5550.The horizontal coordinates were established by GPS observations
 AW5550.and adjusted by the National Geodetic Survey in December 1996..
 AW5550
 AW5550.The orthometric height was determined by differential leveling
 AW5550.and adjusted by the National Geodetic Survey in June 1991..
 AW5550
 AW5550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5550
 AW5550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5550
 AW5550.The ellipsoidal height was determined by GPS observations
 AW5550.and is referenced to NAD 83.
 AW5550
 AW5550.The geoid height was determined by GEOID03.
 AW5550
 AW5550.The dynamic height is computed by dividing the NAVD 88
 AW5550.geopotential number by the normal gravity value computed on the
 AW5550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5550.degrees latitude (g = 980.6199 gals.).
 AW5550
 AW5550.The modeled gravity was interpolated from observed gravity values.
 AW5550
 AW5550;                    North         East     Units Scale Factor Converg.
 AW5550;SPC TXSC     - 4,192,440.106   964,526.154   MT  0.99986827   +1 50 33.4
 AW5550;SPC TXSC     -13,754,697.25  3,164,449.56   sFT  0.99986827   +1 50 33.4
 AW5550;UTM  15      - 3,267,339.777   282,993.845   MT  1.00018109   -1 06 12.6
 AW5550
 AW5550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5550!SPC TXSC     -   1.00000246  x   0.99986827  =   0.99987073
 AW5550!UTM  15      -   1.00000246  x   1.00018109  =   1.00018355
 AW5550
 AW5550:                Primary Azimuth Mark                     Grid Az
 AW5550:SPC TXSC     -  CLOVPORT                                 321 22 56.2
 AW5550:UTM  15      -  CLOVPORT                                 324 19 42.2
 AW5550
 AW5550|---------------------------------------------------------------------|
 AW5550| PID    Reference Object                     Distance      Geod. Az  |
 AW5550|                                                           dddmmss.s |
 AW5550| AW5551 CLOVPORT                            499.792 METERS 3231329.6 |
 AW5550|---------------------------------------------------------------------|
 AW5550
 AW5550                          SUPERSEDED SURVEY CONTROL
 AW5550
 AW5550  ELLIP H (12/16/96)  -15.56   (m)                       GP(       ) 5 1
 AW5550  NAD 83(1993)-  29 31 00.65408(N)    095 14 20.13007(W) AD(       ) 3
 AW5550  ELLIP H (02/16/96)  -15.59   (m)                       GP(       ) 5 1
 AW5550  ELLIP H (01/21/93)  -15.52   (m)                       GP(       ) 4 2
 AW5550  NAD 83(1986)-  29 31 00.67161(N)    095 14 20.11440(W) AD(       ) 3
 AW5550  NAD 83(1986)-  29 31 00.67047(N)    095 14 20.11244(W) AD(       ) 3
 AW5550  NGVD 29 (12/23/87)   11.437  (m)           37.52   (f) ADJUSTED    1 2
 AW5550
 AW5550.Superseded values are not recommended for survey control.
 AW5550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5550.See file dsdata.txt to determine how the superseded data were derived.
 AW5550
 AW5550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8299467340(NAD 83)
 AW5550_MARKER: I = METAL ROD
 AW5550_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5550_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5550_STAMPING: CLOVPORT AZ MK 1987
 AW5550_MARK LOGO: NGS   
 AW5550_PROJECTION: FLUSH
 AW5550_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5550+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AW5550_ROD/PIPE-DEPTH: 7.3  meters
 AW5550_SLEEVE-DEPTH  : 1.5 meters
 AW5550
 AW5550  HISTORY     - Date     Condition        Report By
 AW5550  HISTORY     - 1987     MONUMENTED       NGS
 AW5550  HISTORY     - 1987     GOOD             NGS
 AW5550  HISTORY     - 19960928 GOOD             USPSQD
 AW5550
 AW5550                          STATION DESCRIPTION
 AW5550
 AW5550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5550'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI)
 AW5550'NORTH OF ALVIN, 6.4 KM (4.0 MI) SOUTH-SOUTHEAST OF PEARLAND, 3.2 KM
 AW5550'(2.0 MI) WEST OF FRIENDSWOOD AND AT THE CLOVER AIRPORT NEAR THE
 AW5550'TETRAHEDRON.
 AW5550'OWNERSHIP--PERRY BROWN SR, PO BOX 1164, FRIENDSWOOD TX 77546,
 AW5550'PHONE 713-482-7551.
 AW5550'
 AW5550'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 518 AND FARM
 AW5550'ROAD 2351 IN FRIENDSWOOD, GO SOUTHWEST ON FARM ROAD 2351 FOR 2.8 KM
 AW5550'(1.75 MI) TO COUNTY ROAD 127 ON THE RIGHT.  TURN RIGHT AND GO
 AW5550'NORTHWEST FOR 0.8 KM (0.5 MI) TO COUNTY ROAD 130 ON THE LEFT.  TURN
 AW5550'LEFT ON COUNTY ROAD 130 FOR 0.9 KM (0.55 MI) TO THE AIRPORT
 AW5550'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT FOR 0.5 KM (0.3 MI) TO THE
 AW5550'ADMINISTRATION BUILDING ON THE RIGHT.  CONTINUE NORTHWEST FOR 0.2
 AW5550'KM (0.15 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST
 AW5550'FOR 0.1 KM (0.05 MI) THEN TURN RIGHT ONTO TAXIWAY AND GO 0.4 KM
 AW5550'(0.25 MI) TO THE MARK ON THE LEFT.
 AW5550'
 AW5550'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5550'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW5550'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5550'LOGO CAP STAMPED---CLOVPORT AZ MK 1987---, THE ROD IS RECESSED 8 CM
 AW5550'BELOW THE GROUND SURFACE.  LOCATED NEAR THE INTERSECTION OF THE
 AW5550'TAXIWAY AND THE RUNWAY AT THE SOUTHEAST END OF THE RUNWAY.  IT IS
 AW5550'78.0 METERS (255.9 FT) NORTHWEST OF THE CENTER OF THE SOUTHEAST END
 AW5550'OF THE RUNWAY, 28.9 METERS (94.8 FT) SOUTHWEST OF THE RUNWAY
 AW5550'CENTER, 13.4 METERS (NORTH-NORTHWEST OF THE CENTER OF THE TAXIWAY
 AW5550'AT THE HOLDING BARS AND 10.1 METERS (33.1 FT) SOUTH OF THE
 AW5550'NORTHWEST END OF A 0.4 METER (1.3 FT) PIPE CULVERT.
 AW5550'
 AW5550'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW5550'
 AW5550'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5550'
 AW5550'DESCRIBED BY B.L. LAMBERT.
 AW5550
 AW5550                          STATION RECOVERY (1987)
 AW5550
 AW5550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5550'16.2 KM (10.05 MI) NORTH FROM ALVIN.
 AW5550'8.9 KM (5.55 MI) NORTHERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 AW5550'RAILROAD FROM THE STATION IN ALVIN, THENCE 2.1 KM (1.3 MI) EASTERLY
 AW5550'ALONG COUNTY ROAD 128, THENCE 0.6 KM (0.35 MI) SOUTH ALONG STATE
 AW5550'HIGHWAY 35, THENCE 2.7 KM (1.7 MI) NORTHEASTERLY ALONG COUNTY ROAD
 AW5550'129, THENCE 0.8 KM (0.5 MI) NORTHWESTERLY ALONG COUNTY ROAD 139,
 AW5550'THENCE 0.5 KM (0.3 MI) NORTHWEST ALONG THE AIRPORT ENTRANCE ROAD,
 AW5550'THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG A PAVED ROAD, THENCE 0.5 KM
 AW5550'(0.3 MI) SOUTHEAST ALONG A PAVED TAXIWAY, 78.0 M (255.9 FT) NORTHWEST
 AW5550'OF THE SOUTHEAST CORNER OF A RUNWAY, 28.9 M (94.8 FT) SOUTHWEST OF THE
 AW5550'CENTER OF A RUNWAY, 13.4 M (44.0 FT) NORTH-NORTHWEST OF THE CENTER OF
 AW5550'A TAXIWAY, AND 10.1 M (33.1 FT) SOUTH OF THE NORTHWEST CORNER OF A
 AW5550'PIPE CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5550'LOGO CAP. THE ROD SLEEVE DEPTH IS ACTUALLY 0.9 METER.
 AW5550'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY.
 AW5550
 AW5550                          STATION RECOVERY (1996)
 AW5550
 AW5550'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1199 ***********************************************************************
 CA1199  DESIGNATION -  CLUB
 CA1199  PID         -  CA1199
 CA1199  STATE/COUNTY-  TX/RUNNELS
 CA1199  USGS QUAD   -  WINTERS (1987)
 CA1199
 CA1199                         *CURRENT SURVEY CONTROL
 CA1199  ___________________________________________________________________
 CA1199* NAD 83(1993)-  31 53 28.42419(N)    099 57 36.28739(W)     ADJUSTED  
 CA1199* NAVD 88     -       548.     (meters)    1798.     (feet)  SCALED    
 CA1199  ___________________________________________________________________
 CA1199  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 CA1199  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CA1199
 CA1199  HORZ ORDER  -  THIRD
 CA1199
 CA1199.The horizontal coordinates were established by classical geodetic methods
 CA1199.and adjusted by the National Geodetic Survey in February 1996..
 CA1199
 CA1199.The orthometric height was scaled from a topographic map.
 CA1199
 CA1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1199
 CA1199.The geoid height was determined by GEOID03.
 CA1199
 CA1199;                    North         East     Units Scale Factor Converg.
 CA1199;SPC TX C     - 3,246,675.045   735,311.479   MT  1.00000213   +0 11 32.1
 CA1199;SPC TX C     -10,651,799.71  2,412,434.41   sFT  1.00000213   +0 11 32.1
 CA1199;UTM  14      - 3,528,781.249   409,206.544   MT  0.99970166   -0 30 26.1
 CA1199
 CA1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1199!SPC TX C     -   0.99991793  x   1.00000213  =   0.99992006
 CA1199!UTM  14      -   0.99991793  x   0.99970166  =   0.99961961
 CA1199
 CA1199|---------------------------------------------------------------------|
 CA1199| PID    Reference Object                     Distance      Geod. Az  |
 CA1199|                                                           dddmmss.s |
 CA1199| CV4592 CLUB RM 1                            18.782 METERS 01505     |
 CA1199| CV4591 CLUB AZ MK                                         1330507.8 |
 CA1199| CV4593 CLUB RM 2                            20.125 METERS 15328     |
 CA1199| CA1202 WINTERS MUNICIPAL SOUTH TANK        APPROX. 7.2 KM 3583241.8 |
 CA1199|---------------------------------------------------------------------|
 CA1199
 CA1199                          SUPERSEDED SURVEY CONTROL
 CA1199
 CA1199  NAD 83(1986)-  31 53 28.43112(N)    099 57 36.27368(W) AD(       ) 3
 CA1199  NAD 27      -  31 53 27.89830(N)    099 57 34.94380(W) AD(       ) 3
 CA1199
 CA1199.Superseded values are not recommended for survey control.
 CA1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1199.See file dsdata.txt to determine how the superseded data were derived.
 CA1199
 CA1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0920728781(NAD 83)
 CA1199_MARKER: DS = TRIANGULATION STATION DISK
 CA1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1199
 CA1199  HISTORY     - Date     Condition        Report By
 CA1199  HISTORY     - 1961     MONUMENTED       CGS
 CA1199
 CA1199                          STATION DESCRIPTION
 CA1199
 CA1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1199'THE STATION IS ON A LOW HILL APPROXIMATELY 4-1/4 MILES SOUTH
 CA1199'OF WINTERS, ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 83 AND
 CA1199'AT THE ENTRANCE TO THE WINTERS COUNTRY CLUB.
 CA1199'
 CA1199'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83
 CA1199'AND FARM ROAD 53 IN WINTERS, GO SOUTH ON HIGHWAY 83 FOR 4.6 MILES
 CA1199'TO A SIDE ROAD ON THE LEFT AND A SIGN WINTERS COUNTRY CLUB
 CA1199'SUPPORTED OVER THE SIDE ROAD BY FOUR METAL POLES AND THE STATION
 CA1199'ON THE LEFT.
 CA1199'
 CA1199'STATION MARKS ARE STANDARD DISKS STAMPED CLUB 1961.  THE SURFACE
 CA1199'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 CA1199'IT IS 61 FEET EAST OF THE CENTER OF HIGHWAY 83, 46 FEET SOUTHWEST
 CA1199'OF THE CENTER OF THE GRAVEL ROAD AND METAL ARCH, 11 FEET
 CA1199'NORTHEAST OF A FENCE CORNER AND 4.5 FEET NORTHEAST OF A METAL
 CA1199'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 CA1199'OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 CA1199'
 CA1199'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLUB NO 1 1961,
 CA1199'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 CA1199'IS 27 FEET EAST OF A CORNER FENCE POST, 13 FEET NORTH OF THE
 CA1199'CENTER OF THE GRAVEL ROAD AND 8 FEET NORTHEAST OF THE NORTH
 CA1199'END OF THE METAL ARCH.
 CA1199'
 CA1199'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLUB NO 2 1961,
 CA1199'IS SET IN A SQUARE CONCRETE POST 2 INCHES BELOW THE SURFACE
 CA1199'OF THE GROUND.  IT IS 56.5 FEET NORTH OF A FENCE CORNER, 55
 CA1199'FEET EAST OF THE CENTER OF HIGHWAY 83 AND 1 FOOT EAST OF THE
 CA1199'FENCE.
 CA1199'
 CA1199'AZIMUTH MARK, A STANDARD DISK STAMPED CLUB 1961, IS SET IN A
 CA1199'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 59 FEET
 CA1199'EAST OF A DIM TRACK ROAD LEADING ACROSS THE GOLF COURSE, 55
 CA1199'FEET NORTHEAST OF THE CENTER OF THE GRAVEL ROAD, 2.5 FEET WEST
 CA1199'OF A METAL WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 CA1199'
 CA1199'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 CA1199'83 FOR 0.2 MILE TO A GRAVEL SIDE ROAD ON THE LEFT.  TURN LEFT,
 CA1199'EAST, ON THE GRAVEL ROAD FOR 0.1 MILE TO A POINT WHERE THE
 CA1199'GRAVEL ROAD CURVES TO THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 CA1199'
 CA1199'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6862 ***********************************************************************
 AW6862  DESIGNATION -  CLUB
 AW6862  PID         -  AW6862
 AW6862  STATE/COUNTY-  TX/BRAZORIA
 AW6862  USGS QUAD   -  BRAZORIA (1952)
 AW6862
 AW6862                         *CURRENT SURVEY CONTROL
 AW6862  ___________________________________________________________________
 AW6862* NAD 83(1993)-  29 03 21.42660(N)    095 32 00.17136(W)     ADJUSTED  
 AW6862* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AW6862  ___________________________________________________________________
 AW6862  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AW6862  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW6862
 AW6862  HORZ ORDER  -  SECOND
 AW6862
 AW6862.The horizontal coordinates were established by classical geodetic methods
 AW6862.and adjusted by the National Geodetic Survey in February 1996..
 AW6862
 AW6862.The orthometric height was scaled from a topographic map.
 AW6862
 AW6862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6862
 AW6862.The geoid height was determined by GEOID03.
 AW6862
 AW6862;                    North         East     Units Scale Factor Converg.
 AW6862;SPC TXSC     - 4,140,501.517   937,509.886   MT  0.99987502   +1 41 54.0
 AW6862;SPC TXSC     -13,584,295.39  3,075,813.68   sFT  0.99987502   +1 41 54.0
 AW6862;UTM  15      - 3,216,834.129   253,339.104   MT  1.00035085   -1 13 51.6
 AW6862
 AW6862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6862!SPC TXSC     -   1.00000324  x   0.99987502  =   0.99987826
 AW6862!UTM  15      -   1.00000324  x   1.00035085  =   1.00035410
 AW6862
 AW6862|---------------------------------------------------------------------|
 AW6862| PID    Reference Object                     Distance      Geod. Az  |
 AW6862|                                                           dddmmss.s |
 AW6862| CV7055 CLUB RM 3                            13.175 METERS 08443     |
 AW6862| CV7053 CLUB RM 1                            23.477 METERS 09403     |
 AW6862| CV7052 CLUB AZ MK                                         0943937.7 |
 AW6862| AW6859 BRAZORIA MUNICIPAL TANK             APPROX. 3.8 KM 2531814.0 |
 AW6862| CV7054 CLUB RM 2                            24.145 METERS 28527     |
 AW6862|---------------------------------------------------------------------|
 AW6862
 AW6862                          SUPERSEDED SURVEY CONTROL
 AW6862
 AW6862  NAD 83(1986)-  29 03 21.43766(N)    095 32 00.15277(W) AD(       ) 2
 AW6862  NAD 27      -  29 03 20.54900(N)    095 31 59.35400(W) AD(       ) 2
 AW6862
 AW6862.Superseded values are not recommended for survey control.
 AW6862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6862.See file dsdata.txt to determine how the superseded data were derived.
 AW6862
 AW6862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5333916834(NAD 83)
 AW6862_MARKER: DS = TRIANGULATION STATION DISK
 AW6862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6862
 AW6862  HISTORY     - Date     Condition        Report By
 AW6862  HISTORY     - 1954     MONUMENTED       CGS
 AW6862  HISTORY     - 1957     POOR             CGS
 AW6862
 AW6862                          STATION DESCRIPTION
 AW6862
 AW6862'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW6862'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF THE
 AW6862'COMMUNITY OF LAKE JACKSON, 2.5 MILES NORTHEAST OF BRAZORIA,
 AW6862'0.5 MILE SOUTH OF THE SOUTH RETAINING WALL OF THE DOW BRAZORIA
 AW6862'RESERVOIR, AND ON PROPERTY OWNED BY THE DOW CHEMICAL COMPANY.
 AW6862'
 AW6862'REACHED FROM THE JUNCTION OF STATE HIGHWAY 288 AND FARM AND MARKET
 AW6862'ROAD 1605 AT THE SOUTHEASTERN EDGE OF CLUTE BY GOING
 AW6862'NORTHWESTERLY ON ROAD 1605 FOR 9.6 MILES TO THE AZIMUTH MARK
 AW6862'ON THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD, WESTERLY,
 AW6862'FOR 0.35 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AW6862'
 AW6862'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6862'IS 63 FEET SOUTH OF THE CENTERLINE OF ROAD 1605, 31 FEET
 AW6862'SOUTHEAST OF A TELEPHONE POLE, 11 FEET SOUTH OF A FENCE ON THE
 AW6862'ROAD RIGHT-OF-WAY, AND 4 FEET SOUTHWEST OF A WITNESS POST.
 AW6862'THE DISK IS STAMPED CLUB 1954, AND THE MARK PROJECTS 1 INCH.
 AW6862'
 AW6862'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AW6862'MONUMENT, IS 57 FEET SOUTH OF THE CENTERLINE OF ROAD 1605
 AW6862'AND 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  THE DISK IS
 AW6862'STAMPED CLUB NO 1 1954, AND THE MARK PROJECTS 3 INCHES.
 AW6862'
 AW6862'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AW6862'MONUMENT, IS 53 FEET SOUTH OF THE CENTERLINE OF ROAD 1605,
 AW6862'50 FEET WEST OF THE TELEPHONE POLE, AND 5 FEET SOUTH OF THE
 AW6862'RIGHT-OF-WAY FENCE.  THE DISK IS STAMPED CLUB NO 2 1954,
 AW6862'AND THE MARK PROJECTS 3 INCHES.
 AW6862'
 AW6862'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6862'IS 51 FEET NORTH OF THE CENTERLINE OF ROAD 1605, 3 FEET WEST
 AW6862'OF A WITNESS POST, AND 2 FEET NORTH OF A FENCE ON THE ROAD
 AW6862'RIGHT-OF-WAY.  THE DISK IS STAMPED CLUB 1954, AND THE MARK
 AW6862'PROJECTS 3 INCHES.
 AW6862'
 AW6862'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AW6862
 AW6862                          STATION RECOVERY (1957)
 AW6862
 AW6862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 AW6862'THIS STATION WAS RECOVERED IN DAMAGED CONDITION.  THE AZIMUTH
 AW6862'MARK AND R.M. NO. 2 WERE RECOVERED IN GOOD CONDITION.  R.M.
 AW6862'NO. 1 HAD BEEN DESTROYED.  THE SUB-SURFACE STATION MARK
 AW6862'WAS RECOVERED AND A SURFACE MARK WAS SET.  A REFERENCE MARK,
 AW6862'NO. 3 WAS SET.  A NEW DESCRIPTION IS AS FOLLOWS.
 AW6862'
 AW6862'STATION IS LOCATED ABOUT 2 MILES ENE OF BRAZORIA AND 1.5
 AW6862'MILES EAST OF THE JUNCTION OF HIGHWAYS NOS. 521 AND 332 ALONG
 AW6862'THE SOUTH SIDE OF HIGHWAY 332 AND 0.15 MILE WEST OF THE
 AW6862'ENTRANCE DRIVE TO THE RIVERSIDE COUNTRY CLUB.  IT IS 11.3 FEET
 AW6862'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND A 4 X 4 POST, A
 AW6862'STANDARD DISK STAMPED CLUB 1954-1957 IN A CONCRETE MONUMENT
 AW6862'ABOUT 2 FEET IN DIAMETER AND FLUSH WITH THE SURFACE OF THE
 AW6862'GROUND.
 AW6862'
 AW6862'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CLUB 1954 NO. 2
 AW6862'IN A CONCRETE POST PROJECTING ABOUT 5 INCHES AND IS 5 FEET
 AW6862'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 AW6862'
 AW6862'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CLUB 1954
 AW6862'NO. 3 1957 IN A CONCRETE POST, 1 FOOT SOUTH OF THE SOUTH
 AW6862'RIGHT-OF-WAY FENCE, 2 FEET SOUTH OF A POWER POLE AND PROJECTS
 AW6862'ABOUT 3 INCHES.
 AW6862'
 AW6862'THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED CLUB
 AW6862'1954 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES, APPROXIMATELY
 AW6862'0.35 MILE EAST OF THE STATION AND 2 FEET NORTH OF THE NORTH
 AW6862'RIGHT-OF-WAY FENCE LINE.  IT IS 3 FEET WEST OF A 4 X 4 POST
 AW6862'AND ABOUT 0.2 MILE EAST OF AND ACROSS THE HIGHWAY FROM THE
 AW6862'RIVERSIDE COUNTRY CLUB ENTRANCE.
 AW6862'
 AW6862'TO REACH FROM BRAZORIA.  GO NORTH EAST FROM THE MAIN HIGHWAY
 AW6862'JUNCTION ON HIGHWAY NO, 521, 1.0 MILE TO THE OVERPASS AND
 AW6862'HIGHWAY JUNCTION.  BEAR LEFT ON HIGHWAY NO. 332 AND CIRCLE
 AW6862'BACK UNDER 521 TO THE RAILROAD UNDERPASS 0.4 MILE.  THEN
 AW6862'CONTINUE ON 332, 01.5 MILES TO THE RIVERSIDE COUNTRY CLUB
 AW6862'ENTRANCE ON THE RIGHT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1395 ***********************************************************************
 DM1395  DESIGNATION -  CLUB
 DM1395  PID         -  DM1395
 DM1395  STATE/COUNTY-  TX/HOPKINS
 DM1395  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM1395
 DM1395                         *CURRENT SURVEY CONTROL
 DM1395  ___________________________________________________________________
 DM1395* NAD 83(1993)-  33 08 23.84794(N)    095 31 11.62958(W)     ADJUSTED  
 DM1395* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 DM1395  ___________________________________________________________________
 DM1395  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 DM1395  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DM1395
 DM1395  HORZ ORDER  -  FIRST
 DM1395
 DM1395.The horizontal coordinates were established by classical geodetic methods
 DM1395.and adjusted by the National Geodetic Survey in February 1996..
 DM1395
 DM1395.The orthometric height was scaled from a topographic map.
 DM1395
 DM1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1395
 DM1395.The geoid height was determined by GEOID03.
 DM1395
 DM1395;                    North         East     Units Scale Factor Converg.
 DM1395;SPC TXNC     - 2,167,316.192   877,987.281   MT  0.99987381   +1 37 31.2
 DM1395;SPC TXNC     - 7,110,603.21  2,880,529.94   sFT  0.99987381   +1 37 31.2
 DM1395;UTM  15      - 3,669,629.750   264,943.350   MT  1.00028128   -1 22 41.6
 DM1395
 DM1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1395!SPC TXNC     -   0.99998027  x   0.99987381  =   0.99985408
 DM1395!UTM  15      -   0.99998027  x   1.00028128  =   1.00026154
 DM1395
 DM1395|---------------------------------------------------------------------|
 DM1395| PID    Reference Object                     Distance      Geod. Az  |
 DM1395|                                                           dddmmss.s |
 DM1395| CX9258 CLUB RM 1                            47.281 METERS 04757     |
 DM1395| DM1378 COMO MUNICIPAL TANK                 APPROX. 9.7 KM 1531114.9 |
 DM1395| DM1399 SULPHUR SPRINGS RAD KSSR MAST       APPROX. 6.7 KM 2534450.2 |
 DM1395| DM1394 SULPHUR SPRINGS SE MUN TANK         APPROX. 6.9 KM 2583554.6 |
 DM1395| DM1393 SULPHUR SPRINGS MUNICIPAL TK        APPROX. 7.8 KM 2675009.7 |
 DM1395| DM1397 SULPHUR SPRINGS FIRST BAP CH        APPROX. 7.5 KM 2680127.5 |
 DM1395| DM1392 SULPHUR SPRINGS HOP CTHSE TWR       APPROX. 7.5 KM 2684448.9 |
 DM1395| CX9256 CLUB AZ MK                                         2875024.8 |
 DM1395| CX9259 CLUB RM 2                            45.373 METERS 31859     |
 DM1395| CX9257 CLUB AZ MK 2                                       3491622.9 |
 DM1395| DM1396 DALLAS LOUISVILLE AIRWAY BCN 8       12.190 METERS 35215     |
 DM1395|---------------------------------------------------------------------|
 DM1395
 DM1395                          SUPERSEDED SURVEY CONTROL
 DM1395
 DM1395  NAD 83(1993)-  33 08 23.85105(N)    095 31 11.62584(W) AD(       ) 1
 DM1395  NAD 83(1986)-  33 08 23.85385(N)    095 31 11.61698(W) AD(       ) 1
 DM1395  NAD 27      -  33 08 23.44100(N)    095 31 10.78900(W) AD(       ) 1
 DM1395
 DM1395.Superseded values are not recommended for survey control.
 DM1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1395.See file dsdata.txt to determine how the superseded data were derived.
 DM1395
 DM1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6494369630(NAD 83)
 DM1395_MARKER: DS = TRIANGULATION STATION DISK
 DM1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1395
 DM1395  HISTORY     - Date     Condition        Report By
 DM1395  HISTORY     - 1935     MONUMENTED       CGS
 DM1395  HISTORY     - 1954     GOOD             CGS
 DM1395  HISTORY     - 1957     GOOD             CGS
 DM1395  HISTORY     - 1957     GOOD             CGS
 DM1395  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM1395
 DM1395                          STATION DESCRIPTION
 DM1395
 DM1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1395'STATION IS ABOUT 5 MILES E OF SULPHUR SPRINGS, ON GROUNDS OF
 DM1395'THE SULPHUR SPRINGS COUNTRY CLUB, IN WOODS NEAR THE E PROPERTY
 DM1395'LINE OF THE CLUB, ABOUT 400 FEET NE OF THE CLUBHOUSE (TEMPORARY),
 DM1395'40 FEET SSE OF CENTER OF AIRWAY BEACON 8, 14 FEET SSE OF THE
 DM1395'CIRCULAR ROW OF ROCKS THAT SURROUNDS THE BEACON, 37 FEET W
 DM1395'OF THE CENTER OF TRAIL THAT LEADS TO THE CLUBHOUSE, ABOUT 233
 DM1395'FEET SE OF SE LEG OF THE WATER TOWER, 29 FEET NW OF A 12-INCH
 DM1395'OAK TREE, 31 FEET NE OF A 10-INCH OAK TREE.  IT PROJECTS 2
 DM1395'INCHES.
 DM1395'
 DM1395'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1395'BRONZE DISKS SET IN CONCRETE.
 DM1395'
 DM1395'REFERENCE MARK NO. 1 IS NE OF STATION, 137 FEET ENE OF CENTER
 DM1395'OF THE BEACON, 18 FEET NNE OF A BLAZED 16-INCH OAK TREE, 1
 DM1395'FOOT W OF THE WIRE FENCE THAT ENCLOSES THE CLUB ON E, 8 FEET
 DM1395'E OF CENTER OF THE TRAIL.  IT PROJECTS 4 INCHES.
 DM1395'
 DM1395'REFERENCE MARK NO. 2 IS NW OF STATION, 117 FEET WNW OF CENTER
 DM1395'OF THE BEACON, 85 FEET SE OF SE LEG OF THE WATER TOWER, 18 FEET W
 DM1395'OF A 15-INCH OAK TREE, AND PROJECTS 3 INCHES.
 DM1395'
 DM1395'AZIMUTH MARK IS WNW OF STATION, 1 FOOT E OF THE N-S WIRE FENCE
 DM1395'THAT ENCLOSES THE CLUB PROPERTY ON W, ABOUT 250 FEET W OF NW
 DM1395'CORNER OF THE LAKE, ABOUT 115 FEET W OF A GALVANIZED-IRON SHACK,
 DM1395'ABOUT 150 FEET S OF THE NW CORNER OF THE CLUB PROPERTY.  IT
 DM1395'PROJECTS 4 INCHES.
 DM1395'
 DM1395'TO REACH FROM THE NE CORNER OF THE SQUARE IN SULPHUR SPRINGS,
 DM1395'GO E ON U.S. HIGHWAY 67, 4.9 MILES TO TWO LARGE MASONRY POSTS
 DM1395'ON S SIDE OF ROAD, WHICH IS THE ENTRANCE TO THE COUNTRY CLUB.
 DM1395'THENCE S ON GRADED DIRT ROAD 0.45 MILE TO THE AIRWAY BEACON
 DM1395'AND STATION.
 DM1395'
 DM1395'ALL LIGHTS COME INTO VIEW AT 75 FEET.
 DM1395'
 DM1395'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 DM1395
 DM1395                          STATION RECOVERY (1954)
 DM1395
 DM1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 DM1395'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 DM1395'GOOD CONDITION.  ABOUT ONE HOUR WAS SPENT IN SEARCHING FOR THE
 DM1395'AZIMUTH MARK BUT IT WAS NOT FOUND.  A DIKE HAS BEEN BUILT AND THE
 DM1395'LAKE ENLARGED AND IT IS BELIEVED THAT THE MARK POSSIBLY MIGHT
 DM1395'HAVE BEEN COVERED WITH DIRT OR DESTROYED.
 DM1395'
 DM1395'AIRWAY BEACON 8 HAS BEEN DISMANTLED BUT THE CONCRETE BASE IS
 DM1395'STILL THERE.
 DM1395'
 DM1395'TO REACH THE STATION FROM THE NE CORNER OF THE SQUARE IN
 DM1395'SULPHUR SPRINGS GO E ON U.S. HIGHWAY 67, 4.5 MILES TO THE
 DM1395'ENTRANCE TO THE SULPHUR SPRINGS COUNTRY CLUB, THENCE S ON
 DM1395'GRADED DIRT ROAD 0.4 MILE TO CLUB HOUSE.  CONTINUE PASS THE WEST
 DM1395'SIDE OF CLUB HOUSE AROUND THE SOUTH END OF THE LAKE TURNING
 DM1395'E AND N FOR 0.8 MILE AND STATION AS DESCRIBED.
 DM1395
 DM1395                          STATION RECOVERY (1957)
 DM1395
 DM1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1395'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 DM1395'GOOD CONDITION AS DESCRIBED.  COULD NOT FIND AZIMUTH MARK.  THE
 DM1395'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT
 DM1395'THE BEACON IS GONE AND ONLY THE CONCRETE BASE REMAINS.  STATION
 DM1395'IS ALMOST STRAIGHT ACROSS THE LAKE FROM PRESENT CLUB HOUSE.
 DM1395'WATER TANK IS STILL STANDING.
 DM1395
 DM1395                          STATION RECOVERY (1957)
 DM1395
 DM1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1395'THE STATION, REFERENCE MARK NO 1 AND NO 2 WERE RECOVERED AND
 DM1395'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 DM1395'BUT NOT RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW
 DM1395'AND COMPLETE DESCRIPTION FOLLOWS.
 DM1395'
 DM1395'THE STATION IS LOCATED ABOUT 5 MILES EAST OF SULPHUR SPRINGS
 DM1395'IN A WOODED AREA ON THE EAST SIDE OF PROPERTY OF SULPHUR
 DM1395'SPRINGS COUNTRY CLUB, ABOUT 150 FEET SOUTHEAST OF AN OLD CABIN.
 DM1395'IT IS 40 FEET WEST-NORTHWEST OF THE DIRT ROAD AT THE EAST
 DM1395'PROPERTY LINE OF THE COUNTRY CLUB AND 40 FEET SOUTH-SOUTHEAST
 DM1395'OF THE CENTER OF A 12 BY 12 FOOT CEMENT SLAB.  THE MARK
 DM1395'IS STAMPED CLUB 1935 AND PROJECTS 4 INCHES.
 DM1395'
 DM1395'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 19 FEET EAST
 DM1395'OF CENTER OF THE DIRT ROAD, 74 FEET NORTH OF A DRIVEWAY AND
 DM1395'1 FOOT WEST OF A FENCE.  THE MARK IS STAMPED CLUB
 DM1395'NO 1 1935 AND PROJECTS 4 INCHES.
 DM1395'
 DM1395'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 4 FEET EAST OF
 DM1395'THE SOUTHEAST CORNER OF AN OLD CABIN, AND 5 FEET SOUTH OF THE
 DM1395'BRICK STEP ENTRANCE.  THE MARK IS STAMPED CLUB NO 2
 DM1395'1935 AND PROJECTS 3 INCHES.
 DM1395'
 DM1395'THE AZIMUTH MARK IS 25-1/2 FEET SOUTH OF THE CENTER OF U.S.
 DM1395'HIGHWAY 67 IN THE WEST END OF A CEMENT BRIDGE RETAINING WALL
 DM1395'AND 1 FOOT EAST OF A GUARD POST.  THE MARK IS SET IN A DRILLED
 DM1395'HOLE IN THE TOP OF THE WALL AND IS STAMPED CLUB 1935 RESET 1957.
 DM1395'
 DM1395'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE IN
 DM1395'SULPHUR SPRINGS, GO EAST ON U.S. HIGHWAY 67 FOR 4.7 MILES
 DM1395'TO THE COUNTRY CLUB ROAD ON THE RIGHT*, TURN RIGHT AND FOLLOW
 DM1395'THE ROAD 0.45 MILE TO THE CLUB HOUSE, CONTINUE STRAIGHT AHEAD
 DM1395'AND FOLLOW THE MAIN DIRT ROAD 0.8 MILE AROUND TO THE EAST SIDE
 DM1395'OF THE LAKE AND TO THE STATION ON THE LEFT AS DESCRIBED.
 DM1395'
 DM1395'*THE AZIMUTH MARK IS 0.1 MILE ON EAST OF THIS JUNCTION ON THE
 DM1395'RIGHT AT A CEMENT BRIDGE AS DESCRIBED.
 DM1395
 DM1395                          STATION RECOVERY (1995)
 DM1395
 DM1395'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6395 ***********************************************************************
 AW6395  DESIGNATION -  CLUB 1932
 AW6395  PID         -  AW6395
 AW6395  STATE/COUNTY-  TX/HARRIS
 AW6395  USGS QUAD   -  LEAGUE CITY (1995)
 AW6395
 AW6395                         *CURRENT SURVEY CONTROL
 AW6395  ___________________________________________________________________
 AW6395* NAD 83(1993)-  29 37 04.07676(N)    095 00 02.49757(W)     ADJUSTED  
 AW6395* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AW6395  ___________________________________________________________________
 AW6395  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6395  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW6395
 AW6395  HORZ ORDER  -  SECOND
 AW6395
 AW6395.The horizontal coordinates were established by classical geodetic methods
 AW6395.and adjusted by the National Geodetic Survey in February 1996..
 AW6395
 AW6395.The orthometric height was scaled from a topographic map.
 AW6395
 AW6395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6395
 AW6395.The geoid height was determined by GEOID03.
 AW6395
 AW6395;                    North         East     Units Scale Factor Converg.
 AW6395;SPC TXSC     - 4,204,388.110   987,224.499   MT  0.99987539   +1 57 33.5
 AW6395;SPC TXSC     -13,793,896.66  3,238,919.04   sFT  0.99987539   +1 57 33.5
 AW6395;UTM  15      - 3,278,107.571   306,282.309   MT  1.00006305   -0 59 20.7
 AW6395
 AW6395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6395!SPC TXSC     -   1.00000378  x   0.99987539  =   0.99987917
 AW6395!UTM  15      -   1.00000378  x   1.00006305  =   1.00006683
 AW6395
 AW6395:                Primary Azimuth Mark                     Grid Az
 AW6395:SPC TXSC     -  STERLING WATER TANK                      001 22 30.0
 AW6395:UTM  15      -  STERLING WATER TANK                      004 19 24.2
 AW6395
 AW6395|---------------------------------------------------------------------|
 AW6395| PID    Reference Object                     Distance      Geod. Az  |
 AW6395|                                                           dddmmss.s |
 AW6395| AW6137 STERLING WATER TANK                 APPROX. 5.7 KM 0032003.5 |
 AW6395| AW6118 HOUSTON YACHT CLUB BEACON           APPROX. 0.7 KM 0441052.1 |
 AW6395| AW6132 HOUSTON SHIP CHAN LT 20             APPROX. 7.0 KM 1180203.2 |
 AW6395| AW6110 HOUSTON SHIP CHAN LT 21             APPROX. 6.9 KM 1190535.1 |
 AW6395| AW6391 CLUB 2                               85.028 METERS 15128     |
 AW6395| AW6396 HOUSTON YACHT CLUB FLAGPOLE          36.002 METERS 16232     |
 AW6395| AW6393 SHOREACRES BLACK TANK               APPROX. 1.5 KM 2784535.5 |
 AW6395| AW6387 LA PORTE MUNICIPAL TANK             APPROX. 5.7 KM 3371306.7 |
 AW6395| AW6336 LA PORTE ST MARYS CHURCH CROSS      APPROX. 4.3 KM 3474024.8 |
 AW6395| AW6359 LA PORTE ST MARYS SEM STACK         APPROX. 4.2 KM 3480737.0 |
 AW6395|---------------------------------------------------------------------|
 AW6395
 AW6395                          SUPERSEDED SURVEY CONTROL
 AW6395
 AW6395  NAD 83(1986)-  29 37 04.09322(N)    095 00 02.47830(W) AD(       ) 2
 AW6395  NAD 27      -  29 37 03.27191(N)    095 00 01.74510(W) AD(       ) 2
 AW6395
 AW6395.Superseded values are not recommended for survey control.
 AW6395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6395.See file dsdata.txt to determine how the superseded data were derived.
 AW6395
 AW6395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0628278108(NAD 83)
 AW6395_MARKER: DS = TRIANGULATION STATION DISK
 AW6395_SETTING: 0 = UNSPECIFIED SETTING
 AW6395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6395
 AW6395  HISTORY     - Date     Condition        Report By
 AW6395  HISTORY     - 1932     MONUMENTED       CGS
 AW6395  HISTORY     - 1941     SEE DESCRIPTION  USE
 AW6395  HISTORY     - 1941     SEE DESCRIPTION  CGS
 AW6395  HISTORY     - 19931120 MARK NOT FOUND   USPSQD
 AW6395
 AW6395                          STATION DESCRIPTION
 AW6395
 AW6395'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6395'ABOUT 4 MILES S OF LA PORTE, ON THE GROUNDS OF THE HOUSTON
 AW6395'YACHT CLUB, AT THE TOP OF THE W BANK OF GALVESTON BAY, 10.5
 AW6395'METERS W OF THE WATERS EDGE, AND 13.5 METERS N OF THE CENTER
 AW6395'LINE OF RAMP TO THE MAIN DOCK OF THE HOUSTON YACHT CLUB.
 AW6395'IT IS 35.6 METERS NNE OF A FLAGPOLE (IN CENTER OF A SMALL PARK)
 AW6395'S OF THE DRIVE TO THE DOCK OF THE HOUSTON YACHT CLUB, 3.80
 AW6395'METERS E OF THE FORWARD RANGE LIGHT OF THE HOUSTON YACHT
 AW6395'CLUB CHANNEL, 69.3 METERS SE OF THE NE CORNER OF THE MAIN
 AW6395'BUILDING OF THE YACHT CLUB, AND 50.14 METERS SSE OF A SMALL
 AW6395'BRASS CANNON.  (THE CANNON IS NE OF THE MAIN ENTRANCE OF THE
 AW6395'YACHT CLUB, AT THE TOP OF THE W BANK OF GALVESTON BAY, AND
 AW6395'IS SET ON A CONCRETE BLOCK 2 FEET ABOVE GROUND.) THE
 AW6395'MEASUREMENT IS TO A 1/4-INCH FUSE HOLE, TOP AND REAR OF THE
 AW6395'CANNON.
 AW6395'
 AW6395'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW6395'IN CONCRETE.
 AW6395'
 AW6395'NO REFERENCE MARK WAS SET.
 AW6395
 AW6395                          STATION RECOVERY (1941)
 AW6395
 AW6395'RECOVERY NOTE BY US ENGINEERS 1941
 AW6395'STATION HAS BEEN REMOVED TO PERMIT THE HOUSTON YACHT CLUB
 AW6395'TO GRADE THE BANK OF THE BAY TO A FLATTER SLOPE.  A NEW
 AW6395'STATION, CLUB 2, HAS BEEN ESTABLISHED TO REPLACE THIS.
 AW6395
 AW6395                          STATION RECOVERY (1941)
 AW6395
 AW6395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RBG)
 AW6395'STATION HAS BEEN REMOVED TO PERMIT THE HOUSTON YACHT CLUB
 AW6395'TO GRADE THE BANK OF THE BAY TO A FLATTER SLOPE.  A NEW
 AW6395'STATION CLUB 2 HAS BEEN ESTABLISHED TO REPLACE THIS.
 AW6395
 AW6395                          STATION RECOVERY (1993)
 AW6395
 AW6395'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6391 ***********************************************************************
 AW6391  DESIGNATION -  CLUB 2
 AW6391  PID         -  AW6391
 AW6391  STATE/COUNTY-  TX/HARRIS
 AW6391  USGS QUAD   -  LEAGUE CITY (1995)
 AW6391
 AW6391                         *CURRENT SURVEY CONTROL
 AW6391  ___________________________________________________________________
 AW6391* NAD 83(1993)-  29 37 01.65059(N)    095 00 00.98808(W)     ADJUSTED  
 AW6391* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AW6391  ___________________________________________________________________
 AW6391  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6391  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW6391
 AW6391  HORZ ORDER  -  SECOND
 AW6391
 AW6391.The horizontal coordinates were established by classical geodetic methods
 AW6391.and adjusted by the National Geodetic Survey in February 1996..
 AW6391
 AW6391.The orthometric height was scaled from a topographic map.
 AW6391
 AW6391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6391
 AW6391.The geoid height was determined by GEOID03.
 AW6391
 AW6391;                    North         East     Units Scale Factor Converg.
 AW6391;SPC TXSC     - 4,204,314.849   987,267.636   MT  0.99987533   +1 57 34.3
 AW6391;SPC TXSC     -13,793,656.30  3,239,060.57   sFT  0.99987533   +1 57 34.3
 AW6391;UTM  15      - 3,278,032.173   306,321.628   MT  1.00006286   -0 59 19.9
 AW6391
 AW6391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6391!SPC TXSC     -   1.00000378  x   0.99987533  =   0.99987911
 AW6391!UTM  15      -   1.00000378  x   1.00006286  =   1.00006664
 AW6391
 AW6391|---------------------------------------------------------------------|
 AW6391| PID    Reference Object                     Distance      Geod. Az  |
 AW6391|                                                           dddmmss.s |
 AW6391| AW6410 CLUB 2 1941 RM 3 1968                 7.017 METERS 00539     |
 AW6391| AW6207 HOUSTON SHIP CHAN LT 89             APPROX. 6.4 KM 0184414.8 |
 AW6391| AW6095 HOUSTON YACHT CLUB DAYBEACON        APPROX. 0.7 KM 0340458.1 |
 AW6391| AW6200 GALVESTON BAY UPPER RG B R LT       APPROX. 3.2 KM 0640927.6 |
 AW6391| AW6141 GALVESTON BAY UPPER RNG B R LT      APPROX. 3.2 KM 0640940.1 |
 AW6391| AW6198 HOUSTON SHIP CHAN LT 80             APPROX. 4.1 KM 0693151.9 |
 AW6391| AW6089 GALVESTON BAY UPPER RG B F LT       APPROX. 3.7 KM 0865935.5 |
 AW6391| AW6116 HOUSTON SHIP CHAN LT 75             APPROX. 4.7 KM 1044537.6 |
 AW6391| CV7056 CLUB 2 RM 1                          18.501 METERS 15214     |
 AW6391| CV7057 CLUB 2 RM 2                          53.910 METERS 22237     |
 AW6391|---------------------------------------------------------------------|
 AW6391
 AW6391                          SUPERSEDED SURVEY CONTROL
 AW6391
 AW6391  NAD 83(1986)-  29 37 01.66700(N)    095 00 00.96878(W) AD(       ) 2
 AW6391  NAD 27      -  29 37 00.83645(N)    095 00 00.22621(W) AD(       ) 2
 AW6391
 AW6391.Superseded values are not recommended for survey control.
 AW6391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6391.See file dsdata.txt to determine how the superseded data were derived.
 AW6391
 AW6391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0632278032(NAD 83)
 AW6391_MARKER: DS = TRIANGULATION STATION DISK
 AW6391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6391
 AW6391  HISTORY     - Date     Condition        Report By
 AW6391  HISTORY     - 1941     MONUMENTED       CGS
 AW6391  HISTORY     - 1960     GOOD             CGS
 AW6391  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AW6391  HISTORY     - 1968     GOOD             CGS
 AW6391  HISTORY     - 19931120 MARK NOT FOUND   USPSQD
 AW6391
 AW6391                          STATION DESCRIPTION
 AW6391
 AW6391'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (USE)
 AW6391'STATION IS LOCATED ABOUT 4 MILES S OF LA PORTE ON THE GROUNDS
 AW6391'OF THE HOUSTON YACHT CLUB.
 AW6391'
 AW6391'OFFICE NOTE--THE TIE FROM CLUB TO CLUB 2 WAS INVESTIGATED.
 AW6391'THERE IS A QUESTION ABOUT THE ACCURACY.  THE POSITION OF CLUB
 AW6391'2 WOULD NOT FIT THE 1960 OBSERVATIONS AND THEREFORE WAS
 AW6391'READJUSTED OMITTING THE QUESTIONABLE TIE TO CLUB.
 AW6391
 AW6391                          STATION RECOVERY (1960)
 AW6391
 AW6391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6391'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AW6391'FOLLOWS.  LOCATED ON THE WEST SIDE OF GALVESTON BAY, ABOUT
 AW6391'4 MILES SOUTH OF LA PARTE ON THE GROUNDS OF THE HOUSTON YACHT
 AW6391'CLUB, ABOUT 400 FEET SOUTHEAST OF THE YACHT CLUB BUILDING,
 AW6391'124.0 FEET NORTHWEST OF THE END POWER LINE POLE, WITH
 AW6391'TRANSFORMER, 118.0 FEET SOUTH OF CENTERLINE OF ROAD LEADING
 AW6391'TO BASIN, AND 94.0 FEET SOUTHWEST OF A TRAIL.  A STANDARD DISK
 AW6391'STAMPED CLUB 2 1941 IN TOP OF A CONCRETE MONUMENT PROJECTING
 AW6391'6 INCHES.
 AW6391'
 AW6391'TO REACH FROM THE TRAFFIC CIRCLE IN LA PORTE, GO SOUTH ON STATE
 AW6391'HIGHWAY 146 3.05 MILES TO A CAUTION LIGHT AND BLACKTOP ROAD
 AW6391'TO THE LEFT, TURN LEFT 0.5 MILE TO A T ROAD, TURN RIGHT
 AW6391'0.25 MILE TO A DRIVEWAY LEFT, TURN LEFT 0.3 MILE TO A Y
 AW6391'IN THE DRIVE, BEAR RIGHT HALF CIRCLING THE YACHT CLUB BUILDING
 AW6391'TO THE STATION ON THE RIGHT.
 AW6391
 AW6391                          STATION RECOVERY (1963)
 AW6391
 AW6391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6391'THE STATION MARK WAS RECOVERED, AND FOUND LEANING AND ASSUMED
 AW6391'TO HAVE BEEN DISTURBED.  SURFACE MARK REMOVED AND FOUND TO BE
 AW6391'0.170 METERS OUT OF PLUMB WITH SUB-SURFACE DISK.  SUB-SURFACE
 AW6391'POINT HELD AND NEW SURFACE MARK SET.  REFERENCE MARKS NO. 1
 AW6391'AND 2 WERE ESTABLISHED ON THIS DATE.  THE TO REACH IS ADEQUATELY
 AW6391'DESCRIBED.  A NEW DESCRIPTION AS FOLLOWS.
 AW6391'
 AW6391'THE STATION MARK IS A STANDARD DISK STAMPED, CLUB 2 1941-1963.
 AW6391'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS
 AW6391'FLUSH WITH THE GROUND SURFACE.  IT IS 35.3 FEET WEST NORTHWEST
 AW6391'OF FENCE CORNER, 35.6 FEET WEST NORTHWEST OF POWERLINE POLE,
 AW6391'57.5 FEET SOUTH OF CENTERLINE OF A SHELL ROAD THAT LEADS
 AW6391'TO THE PARKING LOT AND 97.3 FEET EAST OF THE NORTH ONE OF TWO
 AW6391'POWERLINE POLES.
 AW6391'
 AW6391'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, CLUB 2 NO. 1
 AW6391'1941, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT,
 AW6391'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.0 FEET NORTHWEST
 AW6391'OF A CYCLONE FENCE, 8.0 FEET WEST OF WEST EDGE OF MACADAM
 AW6391'DRIVEWAY, 20.0 FEET WEST OF NORTHWEST CORNER OF HOUSE AND
 AW6391'36.0 FEET SOUTH OF TELEPHONE POLE NO. 230.
 AW6391'
 AW6391'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, CLUB 2
 AW6391'NO. 2 1941, IT IS CEMENTED IN A DRILL HOLE IN THE SIDEWALK.
 AW6391'IT IS 1.0 FEET WEST OF EDGE OF CONCRETE DRIVEWAY, 13.0 FEET
 AW6391'SOUTH SOUTHWEST OF A SMALL PALM TREE, 26.0 FEET NORTH NORTHEAST
 AW6391'OF THE INTERSECTION OF BAY COLONY DRIVE AND MARLIN LANE
 AW6391'AND 41.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 AW6391'AND STONE HOUSE.
 AW6391'
 AW6391'HEIGHT OF LIGHT ABOVE STATION MARK 5.22 METERS.
 AW6391
 AW6391                          STATION RECOVERY (1968)
 AW6391
 AW6391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6391'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 AW6391'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 AW6391'MARK 1 WAS FOUND TO BE 0.18 OF A FOOT LONGER THAN THE 1963
 AW6391'DISTANCE AND THE DIRECTION WAS FOUND TO BE 1 MINUTE AND
 AW6391'13 SECONDS LOWER THAN THE 1963 DIRECTION.  THE DISTANCE
 AW6391'AND DIRECTION TO REFERENCE MARK 2 WERE NOT MADE DUE TO A
 AW6391'HOUSE ON LINE.  A TOWER COULD NOT BE BUILT OVER THE STATION
 AW6391'DUE TO OVERHEAD POWER LINES.  REFERENCE MARK 3 WAS ESTABLISHED
 AW6391'AT THIS TIME AND OBSERVATIONS WERE MADE FROM THIS MARK.
 AW6391'FOLLOWING IS A NEW DESCRIPTION.
 AW6391'
 AW6391'THE STATION IS LOCATED ON PROPERTY OF THE HOUSTON YACHT
 AW6391'CLUB, ON THE WESTERN SHORE OF GALVESTON BAY, ABOUT 4-1/4
 AW6391'MILES SOUTH-SOUTHWEST OF LA PORTE, 4 MILES NORTH-NORTHEAST
 AW6391'OF SEABROOK AND 1-1/4 MILES EAST OF SHORE ACRES.
 AW6391'
 AW6391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AW6391'146 AND BROADWAY IN LA PORTE, GO SOUTH ON STATE HIGHWAY 146
 AW6391'FOR 3.2 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON E
 AW6391'SHOREACRES BOULEVARD FOR 0.45 MILE TO A CROSSROAD.  TURN
 AW6391'RIGHT AND GO IN A SOUTHERLY DIRECTION ON SUNRISE DRIVE FOR
 AW6391'0.25 MILE TO A SIDE ROAD LEFT, ENTRANCE TO THE HOUSTON YACTH
 AW6391'CLUB.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.35 MILE
 AW6391'TO A T-ROAD.  TURN RIGHT, GO SOUTHEAST AND EAST PASSING
 AW6391'TO THE RIGHT OF THE CLUB ON A PAVED ROAD FOR 0.1 MILE TO
 AW6391'THE STATION ON THE RIGHT.
 AW6391'
 AW6391'THE STATION MARK IS A STANDARD DISK STAMPED CLUB 2 1941
 AW6391'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 AW6391'FLUSH WITH THE GROUND.  IT IS 46 FEET NORTH OF THE NORTH
 AW6391'EDGE OF HOUSE NO. 234, 45 FEET SOUTH OF THE SOUTH EDGE OF
 AW6391'A SHELL DRIVE, 36.4 FEET WEST-NORTHWEST OF POWER LINE POLE
 AW6391'NO. 230 AND 35.8 FEET WEST OF THE NORTHWEST CORNER OF A
 AW6391'CHAIN LINK FENCE.
 AW6391'
 AW6391'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLUB 2 NO 1941,
 AW6391'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH
 AW6391'WITH THE GROUND.  IT IS 39.6 FEET SOUTH OF POWER LINE POLE
 AW6391'NO. 230, 16.6 FEET EAST OF THE EAST EDGE OF HOUSE NO. 234
 AW6391'AND 1.6 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE CHAIN
 AW6391'LINK FENCE.
 AW6391'
 AW6391'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLUB 2 NO 2 1941,
 AW6391'CEMENTED IN A DRILL HOLE IN THE CONCRETE DRIVEWAY TO HOUSE
 AW6391'NO. 302, BAY COLONY DRIVE.  IT IS 44 FEET SOUTH-SOUTHEAST
 AW6391'OF THE SOUTHEAST CORNER OF HOUSE NO. 302, 23 FEET NORTH-NORTHEAST
 AW6391'OF THE CENTER OF THE INTERSECTION OF BAY COLONY DRIVE AND
 AW6391'MARLIN DRIVE AND 1 FOOT WEST OF THE EAST EDGE OF THE CONCRETE
 AW6391'DRIVEWAY.
 AW6391'
 AW6391'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CLUB 2 1941
 AW6391'1963 NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AW6391'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 69 FEET
 AW6391'NORTH OF THE NORTH EDGE OF HOUSE NO. 234, 49 FEET NORTHWEST
 AW6391'OF POWER LINE POLE NO. 230 AND 22 FEET SOUTH OF THE SOUTH
 AW6391'EDGE OF THE SHELLED DRIVE.
 AW6391
 AW6391                          STATION RECOVERY (1993)
 AW6391
 AW6391'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6410 ***********************************************************************
 AW6410  DESIGNATION -  CLUB 2 1941 RM 3 1968
 AW6410  PID         -  AW6410
 AW6410  STATE/COUNTY-  TX/HARRIS
 AW6410  USGS QUAD   -  LEAGUE CITY (1995)
 AW6410
 AW6410                         *CURRENT SURVEY CONTROL
 AW6410  ___________________________________________________________________
 AW6410* NAD 83(1993)-  29 37 01.87738(N)    095 00 00.96241(W)     ADJUSTED  
 AW6410* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 AW6410  ___________________________________________________________________
 AW6410  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6410  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW6410
 AW6410  HORZ ORDER  -  FIRST
 AW6410
 AW6410.The horizontal coordinates were established by classical geodetic methods
 AW6410.and adjusted by the National Geodetic Survey in February 1996..
 AW6410
 AW6410.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6410
 AW6410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6410
 AW6410.The geoid height was determined by GEOID03.
 AW6410
 AW6410;                    North         East     Units Scale Factor Converg.
 AW6410;SPC TXSC     - 4,204,321.850   987,268.087   MT  0.99987533   +1 57 34.3
 AW6410;SPC TXSC     -13,793,679.27  3,239,062.05   sFT  0.99987533   +1 57 34.3
 AW6410;UTM  15      - 3,278,039.144   306,322.439   MT  1.00006285   -0 59 19.8
 AW6410
 AW6410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6410!SPC TXSC     -   1.00000369  x   0.99987533  =   0.99987902
 AW6410!UTM  15      -   1.00000369  x   1.00006285  =   1.00006654
 AW6410
 AW6410:                Primary Azimuth Mark                     Grid Az
 AW6410:SPC TXSC     -  HOUSTON YACHT CLUB DAYBEACON             032 22 58.2
 AW6410:UTM  15      -  HOUSTON YACHT CLUB DAYBEACON             035 19 52.3
 AW6410
 AW6410|---------------------------------------------------------------------|
 AW6410| PID    Reference Object                     Distance      Geod. Az  |
 AW6410|                                                           dddmmss.s |
 AW6410| AW6095 HOUSTON YACHT CLUB DAYBEACON        APPROX. 0.7 KM 0342032.5 |
 AW6410| AW6391 CLUB 2                                7.017 METERS 18539     |
 AW6410| AW6398 SEABROOK MUN WATER TANK             APPROX. 6.2 KM 1991842.5 |
 AW6410| AW6402 HOUSTON NASA NO 40 WATER TANK       APPROX.10.4 KM 2351135.2 |
 AW6410| AW6404 HOUSTON NASA THERMOCHEM TANK        APPROX.10.3 KM 2394048.6 |
 AW6410| AW6393 SHOREACRES BLACK TANK               APPROX. 1.6 KM 2805828.7 |
 AW6410| AW6331 LA PORTE MUNICIPAL TANK 1963        APPROX. 5.7 KM 3370445.1 |
 AW6410|---------------------------------------------------------------------|
 AW6410
 AW6410                          SUPERSEDED SURVEY CONTROL
 AW6410
 AW6410  NAD 83(1986)-  29 37 01.89408(N)    095 00 00.94308(W) AD(       ) 1
 AW6410  NAD 27      -  29 37 01.06325(N)    095 00 00.20055(W) AD(       ) 1
 AW6410  NGVD 29 (07/19/86)    3.6    (m)           12.     (f) VERT ANG       
 AW6410
 AW6410.Superseded values are not recommended for survey control.
 AW6410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6410.See file dsdata.txt to determine how the superseded data were derived.
 AW6410
 AW6410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0632278039(NAD 83)
 AW6410_MARKER: DR = REFERENCE MARK DISK
 AW6410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6410+STABILITY: SURFACE MOTION
 AW6410
 AW6410  HISTORY     - Date     Condition        Report By
 AW6410  HISTORY     - 1968     MONUMENTED       CGS
 AW6410  HISTORY     - 19931120 MARK NOT FOUND   USPSQD
 AW6410
 AW6410                          STATION DESCRIPTION
 AW6410
 AW6410'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6410'THE STATION IS LOCATED ON PROPERTY OF THE HOUSTON YACHT CLUB, ON
 AW6410'THE WESTERN SHORE OF GALVESTON BAY, ABOUT 4-1/4 MILES
 AW6410'SOUTH-SOUTHWEST OF LA PORTE, 4 MILES NORTH-NORTHEAST OF SEABROOK
 AW6410'AND 1-1/4 MILES EAST OF SHORE ACRES.
 AW6410'
 AW6410'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 146 AND
 AW6410'BROADWAY IN LA PORTE, GO SOUTH ON STATE HIGHWAY 146 FOR 3.2 MILES TO
 AW6410'A CROSSROAD.  TURN LEFT AND GO EAST ON E SHOREACRES BOULEVARD FOR
 AW6410'0.45 MILE TO A CROSSROAD.  TURN RIGHT AND GO IN A SOUTHERLY
 AW6410'DIRECTION ON SUNRISE DRIVE FOR 0.25 MILE TO A SIDE ROAD LEFT,
 AW6410'ENTRANCE TO THE HOUSTON YACHT CLUB.  TURN LEFT AND GO EAST ON A
 AW6410'PAVED ROAD FOR 0.35 MILE TO A T-ROAD.  TURN RIGHT, GO SOUTHEAST
 AW6410'AND EAST PASSING TO THE RIGHT OF THE CLUB ON A PAVED ROAD FOR
 AW6410'0.1 MILE TO THE STATION ON THE RIGHT.
 AW6410'
 AW6410'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED CLUB 2 1941
 AW6410'1963 NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW6410'MONUMENT FLUSH WITH THE GROUND.  IT IS 69 FEET NORTH OF THE NORTH
 AW6410'EDGE OF HOUSE NO. 234, 49 FEET NORTHWEST OF POWER LINE POLE NO.
 AW6410'230 AND 22 FEET SOUTH OF THE SOUTH EDGE OF A SHELLED DRIVE.
 AW6410'
 AW6410'CLUB 2 1941 1963 IS A STANDARD STATION DISK STAMPED CLUB 2 1941
 AW6410'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH
 AW6410'WITH THE GROUND.  IT IS 46 FEET NORTH OF THE NORTH EDGE OF HOUSE
 AW6410'NO. 234, 45 FEET SOUTH OF THE SOUTH EDGE OF A SHELL DRIVE, 36.4
 AW6410'FEET WEST-NORTHWEST OF POWER LINE POLE NO. 230 AND 35.8 FEET WEST
 AW6410'OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE.
 AW6410'
 AW6410'NOTE--FOR ADDITIONAL INFORMATION SEE DESCRIPTION (RECOVERY) OF
 AW6410'CLUB 2 1941 1963.
 AW6410'
 AW6410'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 AW6410
 AW6410                          STATION RECOVERY (1993)
 AW6410
 AW6410'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1370 ***********************************************************************
 AN1370  DESIGNATION -  CLUB RM 1
 AN1370  PID         -  AN1370
 AN1370  STATE/COUNTY-  TX/ARANSAS
 AN1370  USGS QUAD   -  ROCKPORT (1979)
 AN1370
 AN1370                         *CURRENT SURVEY CONTROL
 AN1370  ___________________________________________________________________
 AN1370* NAD 83(1986)-  28 01 12.     (N)    097 07 26.     (W)     SCALED    
 AN1370* NAVD 88     -         1.48   (+/-2cm)       4.9    (feet)  VERTCON   
 AN1370  ___________________________________________________________________
 AN1370  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN1370
 AN1370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1370
 AN1370.The horizontal coordinates were scaled from a topographic map and have
 AN1370.an estimated accuracy of +/- 6 seconds.
 AN1370
 AN1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1370.The vertical order pertains to the NGVD 29 superseded value.
 AN1370
 AN1370.The geoid height was determined by GEOID03.
 AN1370
 AN1370;                    North         East    Units  Estimated Accuracy
 AN1370;SPC TXSC     - 4,022,170.      784,520.      MT  (+/- 180 meters Scaled)
 AN1370
 AN1370                          SUPERSEDED SURVEY CONTROL
 AN1370
 AN1370  NGVD 29 (??/??/92)    1.617  (m)            5.31   (f) ADJ UNCH    2 0
 AN1370
 AN1370.Superseded values are not recommended for survey control.
 AN1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1370.See file dsdata.txt to determine how the superseded data were derived.
 AN1370
 AN1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS844008(NAD 83)
 AN1370_MARKER: DR = REFERENCE MARK DISK
 AN1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1370_STAMPING: CLUB NO 1 1934
 AN1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1370+STABILITY: SURFACE MOTION
 AN1370
 AN1370  HISTORY     - Date     Condition        Report By
 AN1370  HISTORY     - 1934     MONUMENTED       CGS
 AN1370  HISTORY     - 1990     GOOD             USPSQD
 AN1370
 AN1370                          STATION DESCRIPTION
 AN1370
 AN1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN1370'4.2 MI W FROM ROCKPORT.
 AN1370'137.0 FEET NORTH OF TRIANULATION STATION CLUB, DESCRIBED ABOVE, 50
 AN1370'FEET SOUTHEAST OF A SMALL WOODEN CULVERT, 30 FEET SOUTH OF THE
 AN1370'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND
 AN1370'LEVEL WITH THE ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED CLUB NO
 AN1370'1 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 AN1370'ABOVE GROUND.
 AN1370
 AN1370                          STATION RECOVERY (1990)
 AN1370
 AN1370'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AN1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9850 ***********************************************************************
 AB9850  DESIGNATION -  CLUB UNDERGROUND
 AB9850  PID         -  AB9850
 AB9850  STATE/COUNTY-  TX/ARANSAS
 AB9850  USGS QUAD   -  ROCKPORT (1979)
 AB9850
 AB9850                         *CURRENT SURVEY CONTROL
 AB9850  ___________________________________________________________________
 AB9850* NAD 83(1993)-  28 01 13.01737(N)    097 07 26.26091(W)     ADJUSTED  
 AB9850* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB9850  ___________________________________________________________________
 AB9850  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AB9850  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AB9850
 AB9850  HORZ ORDER  -  SECOND
 AB9850
 AB9850.The horizontal coordinates were established by classical geodetic methods
 AB9850.and adjusted by the National Geodetic Survey in February 1996..
 AB9850
 AB9850.The orthometric height was scaled from a topographic map.
 AB9850
 AB9850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9850
 AB9850.The geoid height was determined by GEOID03.
 AB9850
 AB9850;                    North         East     Units Scale Factor Converg.
 AB9850;SPC TXSC     - 4,022,200.691   784,511.063   MT  1.00012398   +0 55 08.7
 AB9850;SPC TXSC     -13,196,170.10  2,573,850.05   sFT  1.00012398   +0 55 08.7
 AB9850;SPC TX S     - 5,261,512.917   435,328.825   MT  1.00005267   +0 37 29.0
 AB9850;SPC TX S     -17,262,146.96  1,428,241.32   sFT  1.00005267   +0 37 29.0
 AB9850;UTM  14      - 3,100,868.059   684,440.846   MT  1.00001989   +0 52 53.7
 AB9850
 AB9850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9850!SPC TXSC     -   1.00000389  x   1.00012398  =   1.00012787
 AB9850!SPC TX S     -   1.00000389  x   1.00005267  =   1.00005656
 AB9850!UTM  14      -   1.00000389  x   1.00001989  =   1.00002378
 AB9850
 AB9850|---------------------------------------------------------------------|
 AB9850| PID    Reference Object                     Distance      Geod. Az  |
 AB9850|                                                           dddmmss.s |
 AB9850| AN1370 CLUB RM 1                            41.690 METERS 03204     |
 AB9850| AN1371 CLUB RM 2                            38.480 METERS 12839     |
 AB9850| AH1196 WINDMILL T                          APPROX. 4.0 KM 2050715.9 |
 AB9850| AN1362 MAIL                                APPROX. 5.4 KM 2694850.3 |
 AB9850|---------------------------------------------------------------------|
 AB9850
 AB9850                          SUPERSEDED SURVEY CONTROL
 AB9850
 AB9850  NAD 83(1986)-  28 01 13.02479(N)    097 07 26.24061(W) AD(       ) 2
 AB9850
 AB9850.Superseded values are not recommended for survey control.
 AB9850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9850.See file dsdata.txt to determine how the superseded data were derived.
 AB9850
 AB9850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS8444100868(NAD 83)
 AB9850_MARKER: DS = TRIANGULATION STATION DISK
 AB9850_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB9850_SP_SET: SET IN MASS OF CONCRETE
 AB9850_STAMPING: CLUB 1934
 AB9850_PROJECTION: FLUSH
 AB9850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9850+STABILITY: SURFACE MOTION
 AB9850
 AB9850  HISTORY     - Date     Condition        Report By
 AB9850  HISTORY     - 1974     MONUMENTED       USGS
 AB9850  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB9850  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AB9850
 AB9850                          STATION DESCRIPTION
 AB9850
 AB9850'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (VH)
 AB9850'CLUB HAS BEEN KNOCKED OUT.  THE UNDERGROUND MARK IS NOW UP
 AB9850'TO THE SURFACE.
 AB9850'
 AB9850'CLUB R.M. 2--IT IS LAYING ON TOP OF THE GROUND
 AB9850'
 AB9850'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AB9850'35 WITH ROAD TO BAYSIDE AT ROCKPORT, GO 4.0 MILES W ALONG
 AB9850'ROAD TO BAYSIDE TO INTERSECTION OF ROAD LEADING TO PORT BAY
 AB9850'CLUB, THEN GO 0.2 MILE S ALONG ROAD TOWARD PORT BAY CLUB
 AB9850'TO THE SITE OF THE STATION.
 AB9850'
 AB9850'STATION IS ALONG THE OLD ROCKPORT-BAYSIDE ROAD, ABOUT 0.7
 AB9850'MILE SE OF PORT BAY CLUB BUILDINGS, ABOUT 0.2 MILE W OF
 AB9850'INTERSECTION OF ROAD, AND ABOUT 167 FEET SSW OF THE CENTER
 AB9850'LINE OF OLD ROAD.  IT IS ON THE TOP OF A SMALL SAND DUNE.
 AB9850
 AB9850                          STATION RECOVERY (1990)
 AB9850
 AB9850'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AB9850'MARK NOT FOUND.
 AB9850
 AB9850                          STATION RECOVERY (1991)
 AB9850
 AB9850'RECOVERY NOTE BY US POWER SQUADRON 1991 (ARV)
 AB9850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0471 ***********************************************************************
 GK0471  DESIGNATION -  CLUCK
 GK0471  PID         -  GK0471
 GK0471  STATE/COUNTY-  TX/HANSFORD
 GK0471  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0471
 GK0471                         *CURRENT SURVEY CONTROL
 GK0471  ___________________________________________________________________
 GK0471* NAD 83(1993)-  36 19 43.45943(N)    101 36 49.34566(W)     ADJUSTED  
 GK0471* NAVD 88     -      1022.102  (meters)    3353.35   (feet)  ADJUSTED  
 GK0471  ___________________________________________________________________
 GK0471  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 GK0471  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 GK0471  DYNAMIC HT  -        1020.988 (meters)    3349.69  (feet)  COMP
 GK0471  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 GK0471
 GK0471  HORZ ORDER  -  SECOND
 GK0471  VERT ORDER  -  SECOND    CLASS 0
 GK0471
 GK0471.The horizontal coordinates were established by classical geodetic methods
 GK0471.and adjusted by the National Geodetic Survey in February 1996..
 GK0471
 GK0471.The orthometric height was determined by differential leveling
 GK0471.and adjusted by the National Geodetic Survey in June 1991..
 GK0471
 GK0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0471
 GK0471.The geoid height was determined by GEOID03.
 GK0471
 GK0471.The dynamic height is computed by dividing the NAVD 88
 GK0471.geopotential number by the normal gravity value computed on the
 GK0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0471.degrees latitude (g = 980.6199 gals.).
 GK0471
 GK0471.The modeled gravity was interpolated from observed gravity values.
 GK0471
 GK0471;                    North         East     Units Scale Factor Converg.
 GK0471;SPC TX N     - 1,258,361.760   189,790.088   MT  1.00003716   -0 03 57.2
 GK0471;SPC TX N     - 4,128,475.21    622,669.65   sFT  1.00003716   -0 03 57.2
 GK0471;UTM  14      - 4,023,582.804   265,389.876   MT  1.00027822   -1 32 56.8
 GK0471
 GK0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0471!SPC TX N     -   0.99984377  x   1.00003716  =   0.99988092
 GK0471!UTM  14      -   0.99984377  x   1.00027822  =   1.00012195
 GK0471
 GK0471|---------------------------------------------------------------------|
 GK0471| PID    Reference Object                     Distance      Geod. Az  |
 GK0471|                                                           dddmmss.s |
 GK0471| GK0472 CLUCK RM 1                           27.711 METERS 07415     |
 GK0471| GK0473 P 254                                              0902502.5 |
 GK0471| GK0470 CLUCK RM 2                           34.150 METERS 30652     |
 GK0471|---------------------------------------------------------------------|
 GK0471
 GK0471                          SUPERSEDED SURVEY CONTROL
 GK0471
 GK0471  NAD 83(1993)-  36 19 43.45813(N)    101 36 49.34639(W) AD(       ) 2
 GK0471  NAD 83(1986)-  36 19 43.46879(N)    101 36 49.33131(W) AD(       ) 2
 GK0471  NAD 27      -  36 19 43.36300(N)    101 36 47.74400(W) AD(       ) 2
 GK0471  NGVD 29 (??/??/92) 1021.639  (m)         3351.83   (f) ADJ UNCH    2 0
 GK0471
 GK0471.Superseded values are not recommended for survey control.
 GK0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0471.See file dsdata.txt to determine how the superseded data were derived.
 GK0471
 GK0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF6539023583(NAD 83)
 GK0471_MARKER: DS = TRIANGULATION STATION DISK
 GK0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0471_STAMPING: CLUCK 1952
 GK0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0471+STABILITY: SURFACE MOTION
 GK0471
 GK0471  HISTORY     - Date     Condition        Report By
 GK0471  HISTORY     - 1952     MONUMENTED       CGS
 GK0471  HISTORY     - 1952     GOOD             CGS
 GK0471  HISTORY     - 1952     GOOD             CGS
 GK0471  HISTORY     - 1953     GOOD             CGS
 GK0471  HISTORY     - 1969     GOOD             CGS
 GK0471
 GK0471                          STATION DESCRIPTION
 GK0471
 GK0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0471'THE STATION IS LOCATED NEAR A CORRAL AND WINDMILL ON THE HIGHEST
 GK0471'POINT OF SOME GRAZING LAND, ABOUT 12 MILES AIRLINE WEST-NORTHWEST
 GK0471'OF GRUVER, ABOUT 26 MILES AIRLINE EAST OF STRATFORD, AND ABOUT 11
 GK0471'MILES AIRLINE SOUTH OF THE TEXAS-OKLAHOMA STATE LINE.
 GK0471'
 GK0471'TO REACH THE STATION FROM THE POST OFFICE IN GRUVER GO WEST
 GK0471'FOR ABOUT 50 YARDS TO AN INTERSECTION.  TURN RIGHT, NORTH, AND
 GK0471'GO 0.4 MILE TO A STOP SIGN.  TURN LEFT ONTO STATE HIGHWAY 289
 GK0471'AND GO WEST 16.0 MILES TO A LEFT CURVE IN THE HIGHWAY AND A
 GK0471'SIDE ROAD ON THE RIGHT.  TURN RIGHT AS PER SIGN MC KINLEY ROBERTS
 GK0471'RANCH AND GO 0.1 MILE TO A FORK.  TURN RIGHT, EAST, AND GO 1.5
 GK0471'MILE TO A FORK.  KEEP STRAIGHT AHEAD, RIGHT, ON A DIRT ROAD,
 GK0471'AND GO 0.6 MILE TO A CATTLE GUARD AT A FENCE CORNER.  KEEP
 GK0471'STRAIGHT AHEAD, EAST-NORTHEAST, AND GO 0.6 MILE TO A CORRAL,
 GK0471'A WINDMILL, AND THE STATION ON THE LEFT.
 GK0471'
 GK0471'THE STATION MARK IS A STANDARD DISK STAMPED CLUCK 1952 SET
 GK0471'IN THE TOP OF A 16-INCH CONCRETE CYLINDER THAT PROJECTS 1 INCH
 GK0471'ABOVE THE GROUND.  IT IS 25 FEET SOUTH OF AN EAST-WEST FENCE
 GK0471'LINE, 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CORRAL,
 GK0471'80 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 100
 GK0471'YARDS SOUTHEAST OF A WINDMILL.
 GK0471'
 GK0471'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CLUCK NO 1
 GK0471'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0471'2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF AN EAST WEST
 GK0471'FENCE LINE AND THE SAME ELEVATION AS THE STATION.
 GK0471'
 GK0471'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CLUCK NO 2
 GK0471'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0471'3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A NORTH-SOUTH
 GK0471'FENCE LINE AND THE SAME ELEVATION AS THE STATION.
 GK0471'
 GK0471'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED P254
 GK0471'1934 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0471'8 INCHES ABOVE THE GROUND.  IT IS 34 FEET SOUTH OF AN EAST-WEST
 GK0471'FENCE LINE AND ABOUT 100 YARDS WEST OF A FENCE CORNER.  TO
 GK0471'REACH THE AZIMUTH MARK FROM THE STATION GO EAST ALONG THE FENCE
 GK0471'LINE FOR 0.3 MILE TO THE AZIMUTH MARK.
 GK0471
 GK0471                          STATION RECOVERY (1952)
 GK0471
 GK0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GK0471'23.2 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND
 GK0471'AND PACIFIC RAILROAD STATION AT STRATFORD, THENCE 0.15 MILE
 GK0471'NORTH ALONG A PRIVATE ROAD, THENCE 1.45 MILES EAST ALONG A PRIVATE
 GK0471'GRADED DIRT ROAD, THENCE 1.25 MILES EAST ALONG AN ABANDONED
 GK0471'ROAD, 0.5 MILE EAST OF THE HANSFORD AND SHERMAN COUNTY LINE,
 GK0471'335 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A WINDMILL TOWER,
 GK0471'25.5 FEET SOUTH OF AN EAST AND WEST FENCE, A TRIANGULATION
 GK0471'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 GK0471'WITH THE GROUND, STAMPED CLUCK 1952.
 GK0471'
 GK0471'CLUCK R.M. 1 IS 91 FEET EAST OF TRIANGULATION STATION CLUCK 1952,
 GK0471'174 FEET EAST OF THE SOUTHEAST CORNER OF A WIRE CORRAL, 1 FOOT
 GK0471'SOUTH OF AN EAST AND WEST FENCE, A REFERENCE MARK DISK SET IN
 GK0471'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GK0471'GROUND, STAMPED CLUCK NO 1 1952.
 GK0471'
 GK0471'CLUCK R.M. 2 IS 112.0 FEET NORTHWEST OF TRIANGULATION STATION
 GK0471'CLUCK 1952, AT THE EAST EDGE OF A WIRE CORRAL, 224 FEET SOUTHEAST
 GK0471'OF THE SOUTHEAST LEG OF A WINDMILL TOWER, 42 FEET NORTH OF AN
 GK0471'EAST AND WEST FENCE, 1 FOOT EAST OF THE CORRAL FENCE, A REFERENCE
 GK0471'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 GK0471'FOOT ABOVE THE GROUND, STAMPED CLUCK NO 2 1952.
 GK0471'
 GK0471'BENCH MARK P 254 IS THE AZIMUTH MARK FOR THIS STATION.  IT IS
 GK0471'0.4 MILE EAST OF TRIANGULATION STATION CLUCK 1952, 0.4 MILE
 GK0471'EAST OF A WIRE CORRAL AND WINDMILL, 374 FEET WEST OF A NORTH AND
 GK0471'SOUTH FENCE, 37 FEET SOUTH OF AN EAST AND WEST FENCE WHICH IS
 GK0471'IN THE CENTER OF AN OLD ROAD BED, A BENCH MARK DISK SET IN THE
 GK0471'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 GK0471'STAMPED P 254 1934.
 GK0471
 GK0471                          STATION RECOVERY (1952)
 GK0471
 GK0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GK0471'26.05 MI E FROM STRATFORD.
 GK0471'23.2 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0471'PACIFIC RAILROAD STATION AT STRATFORD, THENCE 0.15 MILE NORTH ALONG A
 GK0471'PRIVATE GRADED DIRT ROAD, THENCE 1.45 MILES EAST ALONG A PRIVATE
 GK0471'GRADED DIRT ROAD, THENCE 1.25 MILES EAST ALONG AN ABANDONED ROAD, 0.5
 GK0471'MILE EAST OF THE HANSFORD AND SHERMAN COUNTY LINE, 335 FEET SOUTHEAST
 GK0471'OF THE SOUTHEAST LEG OF A WINDMILL TOWER, 25.5 FEET SOUTH OF AN EAST
 GK0471'AND WEST FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 GK0471'THE GROUND.
 GK0471
 GK0471                          STATION RECOVERY (1953)
 GK0471
 GK0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0471'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN
 GK0471'GOOD CONDITION.  STATION WAS ONLY VISITED BY A LIGHTKEEPER AND
 GK0471'NO MEASUREMENTS WERE TAKEN
 GK0471
 GK0471                          STATION RECOVERY (1969)
 GK0471
 GK0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0471'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 GK0471'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT HIGHWAY 289 IS NOW STATE
 GK0471'HIGHWAY 15.  METAL WITNESS POSTS WERE SET IN THE FENCELINE 25-1/2
 GK0471'FEET NORTH OF THE STATION MARK AND 37 FEET NORTH OF THE AZIMUTH MARK.
 GK0471'
 GK0471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MI WNW OF
 GK0471'GRUVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0472 ***********************************************************************
 GK0472  DESIGNATION -  CLUCK RM 1
 GK0472  PID         -  GK0472
 GK0472  STATE/COUNTY-  TX/HANSFORD
 GK0472  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0472
 GK0472                         *CURRENT SURVEY CONTROL
 GK0472  ___________________________________________________________________
 GK0472* NAD 83(1986)-  36 19 43.     (N)    101 36 49.     (W)     SCALED    
 GK0472* NAVD 88     -      1022.113  (meters)    3353.38   (feet)  ADJUSTED  
 GK0472  ___________________________________________________________________
 GK0472  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 GK0472  DYNAMIC HT  -        1020.999 (meters)    3349.73  (feet)  COMP
 GK0472  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 GK0472
 GK0472  VERT ORDER  -  SECOND    CLASS 0
 GK0472
 GK0472.The horizontal coordinates were scaled from a topographic map and have
 GK0472.an estimated accuracy of +/- 6 seconds.
 GK0472
 GK0472.The orthometric height was determined by differential leveling
 GK0472.and adjusted by the National Geodetic Survey in June 1991..
 GK0472
 GK0472.The geoid height was determined by GEOID03.
 GK0472
 GK0472.The dynamic height is computed by dividing the NAVD 88
 GK0472.geopotential number by the normal gravity value computed on the
 GK0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0472.degrees latitude (g = 980.6199 gals.).
 GK0472
 GK0472.The modeled gravity was interpolated from observed gravity values.
 GK0472
 GK0472;                    North         East    Units  Estimated Accuracy
 GK0472;SPC TX N     - 1,258,350.      189,800.      MT  (+/- 180 meters Scaled)
 GK0472
 GK0472                          SUPERSEDED SURVEY CONTROL
 GK0472
 GK0472  NGVD 29 (??/??/92) 1021.650  (m)         3351.86   (f) ADJ UNCH    2 0
 GK0472
 GK0472.Superseded values are not recommended for survey control.
 GK0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0472.See file dsdata.txt to determine how the superseded data were derived.
 GK0472
 GK0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF653235(NAD 83)
 GK0472_MARKER: DR = REFERENCE MARK DISK
 GK0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0472_STAMPING: CLUCK NO 1 1952
 GK0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0472+STABILITY: SURFACE MOTION
 GK0472
 GK0472  HISTORY     - Date     Condition        Report By
 GK0472  HISTORY     - 1952     MONUMENTED       CGS
 GK0472
 GK0472                          STATION DESCRIPTION
 GK0472
 GK0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0472'26.05 MI E FROM STRATFORD.
 GK0472'23.2 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0472'PACIFIC RAILROAD STATION AT STRATFORD, THENCE 0.15 MILE NORTH ALONG A
 GK0472'PRIVATE GRADED DIRT ROAD, THENCE 1.45 MILES EAST ALONG A PRIVATE
 GK0472'GRADED DIRT ROAD, THENCE 1.25 MILES EAST ALONG AN ABANDONED ROAD, 174
 GK0472'FEET EAST OF THE SOUTHEAST CORNER OF A WIRE CORRAL, 91.0 FEET EAST OF
 GK0472'TRIANGULATION STATION CLUCK 1952, 1 FOOT SOUTH OF AN EAST AND WEST
 GK0472'FENCE, 0.5 MILE EAST OF THE HANSFORD AND SHERMAN COUNTY LINE, SET IN
 GK0472'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0470 ***********************************************************************
 GK0470  DESIGNATION -  CLUCK RM 2
 GK0470  PID         -  GK0470
 GK0470  STATE/COUNTY-  TX/HANSFORD
 GK0470  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0470
 GK0470                         *CURRENT SURVEY CONTROL
 GK0470  ___________________________________________________________________
 GK0470* NAD 83(1986)-  36 19 43.     (N)    101 36 49.     (W)     SCALED    
 GK0470* NAVD 88     -      1022.454  (meters)    3354.50   (feet)  ADJUSTED  
 GK0470  ___________________________________________________________________
 GK0470  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 GK0470  DYNAMIC HT  -        1021.340 (meters)    3350.85  (feet)  COMP
 GK0470  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 GK0470
 GK0470  VERT ORDER  -  SECOND    CLASS 0
 GK0470
 GK0470.The horizontal coordinates were scaled from a topographic map and have
 GK0470.an estimated accuracy of +/- 6 seconds.
 GK0470
 GK0470.The orthometric height was determined by differential leveling
 GK0470.and adjusted by the National Geodetic Survey in June 1991..
 GK0470
 GK0470.The geoid height was determined by GEOID03.
 GK0470
 GK0470.The dynamic height is computed by dividing the NAVD 88
 GK0470.geopotential number by the normal gravity value computed on the
 GK0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0470.degrees latitude (g = 980.6199 gals.).
 GK0470
 GK0470.The modeled gravity was interpolated from observed gravity values.
 GK0470
 GK0470;                    North         East    Units  Estimated Accuracy
 GK0470;SPC TX N     - 1,258,350.      189,800.      MT  (+/- 180 meters Scaled)
 GK0470
 GK0470                          SUPERSEDED SURVEY CONTROL
 GK0470
 GK0470  NGVD 29 (??/??/92) 1021.991  (m)         3352.98   (f) ADJ UNCH    2 0
 GK0470
 GK0470.Superseded values are not recommended for survey control.
 GK0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0470.See file dsdata.txt to determine how the superseded data were derived.
 GK0470
 GK0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF653235(NAD 83)
 GK0470_MARKER: DR = REFERENCE MARK DISK
 GK0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0470_STAMPING: CLUCK NO 2 1952
 GK0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0470+STABILITY: SURFACE MOTION
 GK0470
 GK0470  HISTORY     - Date     Condition        Report By
 GK0470  HISTORY     - 1952     MONUMENTED       CGS
 GK0470
 GK0470                          STATION DESCRIPTION
 GK0470
 GK0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0470'26.05 MI E FROM STRATFORD.
 GK0470'23.2 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0470'PACIFIC RAILROAD STATION AT STRATFORD, THENCE 0.15 MILE NORTH ALONG A
 GK0470'PRIVATE GRADED DIRT ROAD, THENCE 1.45 MILES EAST ALONG A PRIVATE
 GK0470'GRADED DIRT ROAD, THENCE 1.25 MILES EAST ALONG AN ABANDONED ROAD, 0.5
 GK0470'MILE EAST OF THE HANSFORD AND SHERMAN COUNTY LINE, AT THE EAST EDGE OF
 GK0470'A WIRE CORRAL, 224 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A WINDMILL
 GK0470'TOWER, 112.0 FEET NORTHWEST OF TRIANGULATION STATION CLUCK 1952, 42
 GK0470'FEET NORTH OF AN EAST AND WEST FENCE, 1 FOOT EAST OF THE CORRAL FENCE,
 GK0470'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 GK0470'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1091 ***********************************************************************
 GK1091  PACS        -  This is a Primary Airport Control Station.
 GK1091  DESIGNATION -  CLUCKPORT
 GK1091  PID         -  GK1091
 GK1091  STATE/COUNTY-  TX/SHERMAN
 GK1091  USGS QUAD   -  CAPPS SWITCH NW (1974)
 GK1091
 GK1091                         *CURRENT SURVEY CONTROL
 GK1091  ___________________________________________________________________
 GK1091* NAD 83(1993)-  36 10 38.83762(N)    101 41 38.78903(W)     ADJUSTED  
 GK1091* NAVD 88     -      1042.27   (meters)    3419.5    (feet)  GPS OBS   
 GK1091  ___________________________________________________________________
 GK1091  X           -  -1,044,894.063 (meters)                     COMP
 GK1091  Y           -  -5,048,216.803 (meters)                     COMP
 GK1091  Z           -   3,744,703.323 (meters)                     COMP
 GK1091  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 GK1091  ELLIP HEIGHT-        1015.84  (meters)          (10/24/00) GPS OBS
 GK1091  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 GK1091
 GK1091  HORZ ORDER  -  B
 GK1091  ELLP ORDER  -  FOURTH    CLASS II
 GK1091
 GK1091.This mark is at Cluck Ranch (2E3) Airport (2E3)
 GK1091
 GK1091.The horizontal coordinates were established by GPS observations
 GK1091.and adjusted by the National Geodetic Survey in February 1996..
 GK1091
 GK1091.The orthometric height was determined by GPS observations and a
 GK1091.high-resolution geoid model.
 GK1091
 GK1091.GPS derived orthometric heights for airport stations designated as
 GK1091.PACS or SACS are published to 2 decimal places.  This maintains
 GK1091.centimeter relative accuracy between the PACS and SACS.  It does
 GK1091.not indicate centimeter accuracy relative to other marks which are
 GK1091.part of the NAVD 88 network.
 GK1091
 GK1091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1091
 GK1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1091
 GK1091.The ellipsoidal height was determined by GPS observations
 GK1091.and is referenced to NAD 83.
 GK1091
 GK1091.The geoid height was determined by GEOID03.
 GK1091
 GK1091;                    North         East     Units Scale Factor Converg.
 GK1091;SPC TX N     - 1,241,585.727   182,537.830   MT  0.99999863   -0 06 45.0
 GK1091;SPC TX N     - 4,073,435.84    598,876.20   sFT  0.99999863   -0 06 45.0
 GK1091;UTM  14      - 4,006,995.103   257,704.301   MT  1.00032341   -1 35 27.9
 GK1091
 GK1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1091!SPC TX N     -   0.99984059  x   0.99999863  =   0.99983922
 GK1091!UTM  14      -   0.99984059  x   1.00032341  =   1.00016395
 GK1091
 GK1091|---------------------------------------------------------------------|
 GK1091| PID    Reference Object                     Distance      Geod. Az  |
 GK1091|                                                           dddmmss.s |
 GK1091| GK1092 CLUCKPORT AZ MK                     371.038 METERS 02121     |
 GK1091| AD9581 2E3 A                               APPROX. 0.6 KM 2013102.2 |
 GK1091|---------------------------------------------------------------------|
 GK1091
 GK1091                          SUPERSEDED SURVEY CONTROL
 GK1091
 GK1091  ELLIP H (02/20/96) 1015.86   (m)                       GP(       ) 1 2
 GK1091  NAD 83(1993)-  36 10 38.83499(N)    101 41 38.78567(W) AD(       ) 3
 GK1091  ELLIP H (02/16/96) 1015.82   (m)                       GP(       ) 5 1
 GK1091  NAD 83(1993)-  36 10 38.83503(N)    101 41 38.79668(W) AD(       ) 3
 GK1091  ELLIP H (12/21/93) 1012.51   (m)                       GP(       ) 4 1
 GK1091  ELLIP H (01/07/93) 1012.32   (m)                       GP(       ) 4 2
 GK1091  NAD 83(1986)-  36 10 38.84321(N)    101 41 38.77449(W) AD(       ) 3
 GK1091  NAD 27      -  36 10 38.72700(N)    101 41 37.16181(W) AD(       ) 3
 GK1091  NGVD 29 (12/08/88) 1041.7    (m)         3418.     (f) GPS OBS        
 GK1091
 GK1091.Superseded values are not recommended for survey control.
 GK1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1091.See file dsdata.txt to determine how the superseded data were derived.
 GK1091
 GK1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5770406995(NAD 83)
 GK1091_MARKER: I = METAL ROD
 GK1091_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GK1091_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GK1091_STAMPING: CLUCKPORT 1988
 GK1091_MARK LOGO: NGS   
 GK1091_PROJECTION: FLUSH
 GK1091_MAGNETIC: I = MARKER IS A STEEL ROD
 GK1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1091+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 GK1091_ROD/PIPE-DEPTH: 3.0  meters
 GK1091_SLEEVE-DEPTH  : 0.9 meters
 GK1091
 GK1091  HISTORY     - Date     Condition        Report By
 GK1091  HISTORY     - 1988     MONUMENTED       NGS
 GK1091  HISTORY     - 1988     GOOD             NGS
 GK1091  HISTORY     - 19890608 GOOD             NGS
 GK1091  HISTORY     - 19950607 GOOD             NGS
 GK1091
 GK1091                          STATION DESCRIPTION
 GK1091
 GK1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK1091'THE STATION IS LOCATED ABOUT 38.6 KM (24.0 MI)
 GK1091'SOUTHEAST OF STRATFORD, 26.6 KM (16.5 MI) EAST-SOUTHEAST OF GRUVER,
 GK1091'AT THE CLUCK RANCH AIRPORT, NEAR THE JUNCTION OF TWO RUNWAYS AND AT
 GK1091'A FENCE CORNER.
 GK1091'OWNERSHIP--DEAN CLUCK, ROUTE 3, GRUVER TX 79048, PHONE 806-733-2386.
 GK1091'
 GK1091'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 136
 GK1091'SOUTH, ON THE NORTH SIDE OF GRUVER, GO SOUTH, THROUGH TOWN, ON
 GK1091'STATE HIGHWAY 136 SOUTH FOR 7.5 KM (4.6 MI) TO A CROSSROAD.  TURN
 GK1091'RIGHT AND GO WEST ON FARM ROAD 2018 FOR 14.9 KM (9.25 MI) TO A
 GK1091'T-ROAD.  TURN LEFT AND GO WESTERLY ON FARM ROAD 1573 FOR 4.6 KM
 GK1091'(2.85 MI) TO A FORK.  BEAR LEFT AND GO SOUTH ON FARM ROAD 1573 FOR
 GK1091'3.4 KM (2.15 MI) TO AN OFFSET CROSSROAD.  TURN RIGHT AND GO WEST ON
 GK1091'PAVED ROAD FOR 2.7 KM (1.65 MI) TO A PAVED LANE LEFT ON WEST SIDE
 GK1091'OF A FEED LOT.  TURN LEFT AND THEN RIGHT ON LANE PARALLEL TO ROAD
 GK1091'FOR 0.1 KM (0.05 MI) TO THE NORTHEAST END OF RUNWAY.  TURN LEFT AND
 GK1091'GO SOUTHWEST ALONG RUNWAY FOR 0.2 KM (0.1 MI) TO A FENCE CORNER AND
 GK1091'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.4 KM (0.25 MI)
 GK1091'TO A FENCE CORNER AND THE STATION ON THE LEFT.
 GK1091'
 GK1091'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 GK1091'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 GK1091'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 GK1091'LOGO CAP STAMPED---CLUCKPORT 1988---, ROD IS RECESSED 8 CM BELOW
 GK1091'THE GROUND.  LOCATED 55.6 METERS (183.O FT) NORTH-NORTHEAST FROM
 GK1091'CENTER OF HANGAR RAMP, 19.8 METERS (65.0 FT) NORTHEAST OF RUNWAY
 GK1091'CENTER, 0.9 METER (3.0 FT) WEST OF A FIBERGLASS WITNESS POST AND
 GK1091'0.6 METER (2.0 FT) NORTHWEST OF A FENCE CORNER.
 GK1091'
 GK1091'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 GK1091'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 GK1091'FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE
 GK1091'WITH A LOGO CAP STAMPED---CLUCKPORT AZ MK 1988---, THE ROD IS
 GK1091'RECESSED 8 CM BELOW THE GROUND.  LOCATED 20.1 METERS (66.0 FT)
 GK1091'SOUTHEAST OF RUNWAY CENTER, 1.2 METERS (4.0 FT) NORTHWEST OF A
 GK1091'FIBERGLASS WITNESS POST, 0.9 METER (3.0 FT) NORTHWEST OF A FENCE
 GK1091'AND 0.9 METER (3.0 FT) WEST-NORTHWEST OF A FENCE CORNER.
 GK1091'
 GK1091'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK1091'
 GK1091'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK1091'
 GK1091'DESCRIBED BY K.M. COALTER.
 GK1091
 GK1091                          STATION RECOVERY (1988)
 GK1091
 GK1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GK1091'RECOVERED IN GOOD CONDITION.
 GK1091
 GK1091                          STATION RECOVERY (1989)
 GK1091
 GK1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GK1091'RECOVERED IN GOOD CONDITION.
 GK1091
 GK1091                          STATION RECOVERY (1995)
 GK1091
 GK1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GK1091'THE STATION IS LOCATED ABOUT 38.6 KM (24.00 MI)  SOUTHEAST OF
 GK1091'STRATFORD, 26.6 KM (16.50 MI)  EAST-SOUTHEAST OF GRUVER, AT THE CLUCK
 GK1091'RANCH AIRPORT, NORTHEAST OF THE JUNCTION OF THE TWO RUNWAYS AND WEST
 GK1091'OF A SOUTHWEST FENCE CORNER.  OWNERSHIP--DEAN CLUCK, ROUTE 3, GRUVER,
 GK1091'TX.  79048.  PHONE 806-733-2386.  TO REACH THE STATION FROM THE
 GK1091'JUNCTION OF STATE HIGHWAYS 15 AND 136 SOUTH, ON THE NORTH SIDE OF
 GK1091'GRUVER, GO SOUTH, THROUGH TOWN, ON HIGHWAY 136 SOUTH 7.5 KM (4.65 MI)
 GK1091'TO A CROSSROAD.  TURN RIGHT, WEST, 14.9 KM (9.25 MI)  ON FARM ROAD
 GK1091'2018 TO A T-ROAD.  TURN LEFT, WESTERLY, 4.6 KM (2.85 MI) ON FARM ROAD
 GK1091'1573 TO A FORK.  BEAR LEFT, SOUTH, 3.4 KM (2.10 MI)  ON FARM ROAD 1573
 GK1091'TO AN OFFSET CROSSROAD.  TURN RIGHT, WEST, 2.7 KM (1.65 MI)  TO A
 GK1091'PAVED LANE LEFT ON THE WEST SIDE OF A FEED LOT.  TURN LEFT, THEN
 GK1091'RIGHT, ON LANE PARALLEL TO ROAD 0.08 KM (0.05 MI)  TO THE NORTHEAST
 GK1091'END OF RUNWAY END 19.  TURN LEFT, SOUTHWEST, 0.53 KM (0.30 MI)  ALONG
 GK1091'RUNWAY TO A FENCE CORNER AND THE STATION ON THE LEFT.  STATION IS 55.6
 GK1091'M (182.4 FT)  NORTH-NORTHWEST OF A TAXI CENTER, 20.0 M (65.6 FT)
 GK1091'EAST-SOUTHEAST OF RUNWAY 1-19 CENTER, 0.6 M (2.0 FT)  WEST OF A FENCE
 GK1091'CORNER AND WITNESS POST, AND LEVEL WITH THE RUNWAY.  NOTE--ACCESS TO
 GK1091'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT
 GK1091'MEET CLASS A REQUIREMENTS.  ROD DEPTH NOT KNOWN, NOT ON OLD
 GK1091'DESCRIPTION.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1092 ***********************************************************************
 GK1092  SACS        -  This is a Secondary Airport Control Station.
 GK1092  DESIGNATION -  CLUCKPORT AZ MK
 GK1092  PID         -  GK1092
 GK1092  STATE/COUNTY-  TX/SHERMAN
 GK1092  USGS QUAD   -  CAPPS SWITCH NW (1974)
 GK1092
 GK1092                         *CURRENT SURVEY CONTROL
 GK1092  ___________________________________________________________________
 GK1092* NAD 83(1993)-  36 10 50.04860(N)    101 41 33.38126(W)     ADJUSTED  
 GK1092* NAVD 88     -      1041.60   (meters)    3417.3    (feet)  GPS OBS   
 GK1092  ___________________________________________________________________
 GK1092  X           -  -1,044,720.255 (meters)                     COMP
 GK1092  Y           -  -5,048,043.883 (meters)                     COMP
 GK1092  Z           -   3,744,981.895 (meters)                     COMP
 GK1092  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 GK1092  ELLIP HEIGHT-        1015.17  (meters)          (02/26/01) GPS OBS
 GK1092  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 GK1092
 GK1092  HORZ ORDER  -  FIRST
 GK1092  ELLP ORDER  -  FOURTH    CLASS II
 GK1092
 GK1092.This mark is at Cluck Ranch (2E3) Airport (2E3)
 GK1092
 GK1092.The horizontal coordinates were established by GPS observations
 GK1092.and adjusted by the National Geodetic Survey in July 1997..
 GK1092
 GK1092.The orthometric height was determined by GPS observations and a
 GK1092.high-resolution geoid model.
 GK1092
 GK1092.GPS derived orthometric heights for airport stations designated as
 GK1092.PACS or SACS are published to 2 decimal places.  This maintains
 GK1092.centimeter relative accuracy between the PACS and SACS.  It does
 GK1092.not indicate centimeter accuracy relative to other marks which are
 GK1092.part of the NAVD 88 network.
 GK1092
 GK1092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1092
 GK1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1092
 GK1092.The ellipsoidal height was determined by GPS observations
 GK1092.and is referenced to NAD 83.
 GK1092
 GK1092.The geoid height was determined by GEOID03.
 GK1092
 GK1092;                    North         East     Units Scale Factor Converg.
 GK1092;SPC TX N     - 1,241,931.016   182,673.638   MT  0.99999936   -0 06 41.8
 GK1092;SPC TX N     - 4,074,568.67    599,321.76   sFT  0.99999936   -0 06 41.8
 GK1092;UTM  14      - 4,007,336.883   257,849.021   MT  1.00032255   -1 35 25.1
 GK1092
 GK1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1092!SPC TX N     -   0.99984070  x   0.99999936  =   0.99984006
 GK1092!UTM  14      -   0.99984070  x   1.00032255  =   1.00016320
 GK1092
 GK1092|---------------------------------------------------------------------|
 GK1092| PID    Reference Object                     Distance      Geod. Az  |
 GK1092|                                                           dddmmss.s |
 GK1092| GK1091 CLUCKPORT                           371.038 METERS 20122     |
 GK1092|---------------------------------------------------------------------|
 GK1092
 GK1092                          SUPERSEDED SURVEY CONTROL
 GK1092
 GK1092  ELLIP H (07/28/97) 1015.19   (m)                       GP(       ) 4 2
 GK1092  NAD 83(1993)-  36 10 50.04629(N)    101 41 33.37774(W) AD(       ) 3
 GK1092  ELLIP H (02/16/96) 1015.16   (m)                       GP(       ) 5 1
 GK1092  NAD 83(1993)-  36 10 50.04633(N)    101 41 33.38872(W) AD(       ) 3
 GK1092  ELLIP H (12/21/93) 1011.85   (m)                       GP(       ) 4 1
 GK1092  NAD 83(1986)-  36 10 50.05454(N)    101 41 33.36657(W) AD(       ) 3
 GK1092  NAD 27      -  36 10 49.93845(N)    101 41 31.75394(W) AD(       ) 3
 GK1092  NGVD 29 (12/08/88) 1041.0    (m)         3415.     (f) GPS OBS        
 GK1092
 GK1092.Superseded values are not recommended for survey control.
 GK1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1092.See file dsdata.txt to determine how the superseded data were derived.
 GK1092
 GK1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5784907337(NAD 83)
 GK1092_MARKER: I = METAL ROD
 GK1092_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GK1092_SP_SET: OBJECT DRIVEN INTO GROUND
 GK1092_STAMPING: CLUCKPORT AZ MK 1988
 GK1092_MARK LOGO: NGS   
 GK1092_MAGNETIC: I = MARKER IS A STEEL ROD
 GK1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1092+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 GK1092
 GK1092  HISTORY     - Date     Condition        Report By
 GK1092  HISTORY     - 1988     MONUMENTED       NGS
 GK1092  HISTORY     - 19950607 GOOD             NGS
 GK1092
 GK1092                          STATION DESCRIPTION
 GK1092
 GK1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK1092'THE STATION IS LOCATED ABOUT 38.6 KM (24.0 MI)
 GK1092'SOUTHEAST OF STRATFORD, 26.6 KM (16.5 MI) EAST-SOUTHEAST OF GRUVER,
 GK1092'AT THE CLUCK RANCH AIRPORT.
 GK1092'OWNERSHIP--DEAN CLUCK, ROUTE 3, GRUVER TX 79048, PHONE 806-733-2386.
 GK1092'
 GK1092'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 136
 GK1092'SOUTH, ON THE NORTH SIDE OF GRUVER, GO SOUTH, THROUGH TOWN, ON
 GK1092'STATE HIGHWAY 136 SOUTH FOR 7.7 KM (4.6 MI) TO A CROSSROAD.  TURN
 GK1092'RIGHT AND GO WEST ON FARM ROAD 2018 FOR 14.9 KM (9.25 MI) TO A
 GK1092'T-ROAD.  TURN LEFT AND GO WESTERLY ON FARM ROAD 1573 FOR 4.6 KM
 GK1092'(2.85 MI) TO A FORK.  BEAR LEFT AND CONTINUE ON FARM ROAD 1573 FOR
 GK1092'3.4 KM (2.15 MI) TO AN OFFSET CROSSROAD.  TURN RIGHT AND GO WEST ON
 GK1092'PAVED ROAD FOR 2.7 KM (1.65 MI) TO A PAVED ROAD LEFT ON WEST SIDE
 GK1092'OF A FEED LOT.  TURN LEFT AND THEN RIGHT ON LANE PARALLEL TO ROAD
 GK1092'FOR 0.1 KM (0.05 MI) TO THE NORTHEAST END OF RUNWAY.  TURN LEFT AND
 GK1092'GO SOUTHWEST ALONG RUNWAY FOR 0.2 KM (0.1 MI) TO A FENCE CORNER AND
 GK1092'THE MARK ON THE LEFT.
 GK1092'
 GK1092'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 GK1092'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 GK1092'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 GK1092'LOGO CAP STAMPED---CLUCKPORT AZ MK 1988---, ROD IS RECESSED 8 CM
 GK1092'BELOW THE GROUND.  LOCATED 20.1 METERS (66.0 FT) SOUTHEAST OF
 GK1092'RUNWAY CENTER, 1.2 METERS (4.0 FT) NORTHWEST OF A FIBERGLASS
 GK1092'WITNESS POST, 0.9 METER (3.0 FT) NORTHWEST OF A FENCE AND 0.9 METER
 GK1092'(3.0 FT) WEST-NORTHWEST OF A FENCE CORNER.
 GK1092'
 GK1092'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK1092'
 GK1092'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK1092'
 GK1092'DESCRIBED BY K.M. COALTER.
 GK1092
 GK1092                          STATION RECOVERY (1995)
 GK1092
 GK1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GK1092'THE STATION IS LOCATED ABOUT 38.6 KM (24.00 MI) SOUTHEAST OF
 GK1092'STRATFORD, 26.6 KM (16.50 MI) EAST-SOUTHEAST OF GRUVER, AT THE CLUCK
 GK1092'RANCH AIRPORT, NEAR THE NORTHEAST SIDE OF RUNWAY END 19, AND WEST OF A
 GK1092'NORTHWEST FENCE CORNER.  OWNERSHIP--DEAN CLUCK, ROUTE 3, GRUVER, TX.
 GK1092'79048.  PHONE 806-733-2386.  TO REACH THE STATION FROM THE JUNCTION OF
 GK1092'STATE HIGHWAYS 15 AND 136 SOUTH, ON THE NORTH SIDE OF GRUVER, GO
 GK1092'SOUTH, THROUGH TOWN, ON HIGHWAY 136 SOUTH 7.5 KM (4.65 MI) TO A
 GK1092'CROSSROAD.  TURN RIGHT, WEST, 14.9 KM (9.25 MI) ON FARM ROAD 2018 TO A
 GK1092'T-ROAD.  TURN LEFT, WESTERLY, 4.6 KM (2.85 MI) ON FARM ROAD 1573 TO A
 GK1092'FORK.  BEAR LEFT, SOUTH, 3.4 KM (2.10 MI) ON FARM ROAD 1573 TO AN
 GK1092'OFFSET CROSSROAD.  TURN RIGHT, WEST, 2.7 KM (1.65 MI) TO A PAVED LANE
 GK1092'LEFT ON THE WEST SIDE OF A FEED LOT.  TURN LEFT, THEN RIGHT, ON LANE
 GK1092'PARALLEL TO ROAD 0.08 KM (0.05 MI) TO THE NORTHEAST END OF RUNWAY END
 GK1092'19.  TURN LEFT, SOUTHWEST, 0.16 KM (0.10 MI) ALONG RUNWAY TO A FENCE
 GK1092'CORNER AND THE STATION ON THE LEFT.  STATION IS 20.0 M (65.6 FT)
 GK1092'SOUTHEAST OF RUNWAY 1-19 CENTER, 1.2 M (3.9 FT) NORTHWEST OF A WITNESS
 GK1092'POST, 0.9 M (3.0 FT) NORTHWEST OF A FENCE CORNER, AND LEVEL WITH THE
 GK1092'RUNWAY.  NOTE--DATUM POINT IS A PUNCH MARK IN THE TOP OF A STAINLESS
 GK1092'STEEL ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH GREASED FILLED
 GK1092'PVC PIPE THAT IS 3 FT (0.9 M) LONG, ENCASED IN A 5-INCH PVC PIPE WITH
 GK1092'NGS LOGO CAP SURROUNDED BY CONCRETE. SLEEVE DEPTH DOES NOT MEET CLASS
 GK1092'A REQUIREMENTS.  ROD DEPTH IS UNKNOWN, NOT ON OLD DESCRIPTION.  MARK
 GK1092'IS A SECONDARY AIRPORT CONTROL STATION (SACS) .  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6825 ***********************************************************************
 AW6825  DESIGNATION -  CLUTE
 AW6825  PID         -  AW6825
 AW6825  STATE/COUNTY-  TX/BRAZORIA
 AW6825  USGS QUAD   -  LAKE JACKSON (1974)
 AW6825
 AW6825                         *CURRENT SURVEY CONTROL
 AW6825  ___________________________________________________________________
 AW6825* NAD 83(1993)-  29 04 10.75488(N)    095 24 32.50401(W)     ADJUSTED  
 AW6825* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AW6825  ___________________________________________________________________
 AW6825  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6825  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW6825
 AW6825  HORZ ORDER  -  THIRD
 AW6825
 AW6825.The horizontal coordinates were established by classical geodetic methods
 AW6825.and adjusted by the National Geodetic Survey in February 1996..
 AW6825
 AW6825.The orthometric height was scaled from a topographic map.
 AW6825
 AW6825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6825
 AW6825.The geoid height was determined by GEOID03.
 AW6825
 AW6825;                    North         East     Units Scale Factor Converg.
 AW6825;SPC TXSC     - 4,142,384.633   949,566.437   MT  0.99987389   +1 45 33.3
 AW6825;SPC TXSC     -13,590,473.58  3,115,369.22   sFT  0.99987389   +1 45 33.3
 AW6825;UTM  15      - 3,218,099.099   265,481.489   MT  1.00027874   -1 10 15.7
 AW6825
 AW6825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6825!SPC TXSC     -   1.00000355  x   0.99987389  =   0.99987744
 AW6825!UTM  15      -   1.00000355  x   1.00027874  =   1.00028229
 AW6825
 AW6825|---------------------------------------------------------------------|
 AW6825| PID    Reference Object                     Distance      Geod. Az  |
 AW6825|                                                           dddmmss.s |
 AW6825| CV7059 CLUTE RM 1                           15.192 METERS 07552     |
 AW6825| CV7060 CLUTE RM 2                           21.967 METERS 10150     |
 AW6825| CV7058 CLUTE AZ MK                                        3475506.7 |
 AW6825|---------------------------------------------------------------------|
 AW6825
 AW6825                          SUPERSEDED SURVEY CONTROL
 AW6825
 AW6825  NAD 83(1986)-  29 04 10.76737(N)    095 24 32.48560(W) AD(       ) 3
 AW6825  NAD 27      -  29 04 09.88500(N)    095 24 31.70500(W) AD(       ) 3
 AW6825
 AW6825.Superseded values are not recommended for survey control.
 AW6825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6825.See file dsdata.txt to determine how the superseded data were derived.
 AW6825
 AW6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6548118099(NAD 83)
 AW6825_MARKER: DS = TRIANGULATION STATION DISK
 AW6825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6825
 AW6825  HISTORY     - Date     Condition        Report By
 AW6825  HISTORY     - 1953     MONUMENTED       CGS
 AW6825  HISTORY     - 1980     MARK NOT FOUND   NGS
 AW6825  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW6825  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW6825
 AW6825                          STATION DESCRIPTION
 AW6825
 AW6825'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 AW6825'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF ANGLETON,
 AW6825'ABOUT 8-1/2 MILES NORTH-NORTHWEST OF FREEPORT, AND ABOUT
 AW6825'2-1/2 MILES NORTH OF THE SETTLEMENT OF CLUTE, ON THE ROAD
 AW6825'RIGHT-OF-WAY OF STATE ROAD 288.  IT IS 94 FEET WEST OF THE
 AW6825'CENTER OF STATE ROAD 288, 58 FEET NORTHWEST OF A TREE WITH
 AW6825'A TRIANGLE BLAZE, 10 FEET EAST OF A NORTH-SOUTH FENCE, AND
 AW6825'3 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES
 AW6825'ABOVE THE SURFACE AND IS STAMPED CLUTE 1953.
 AW6825'
 AW6825'REFERENCE MARK NO. 1 IS 60 FEET EAST OF A NORTH-SOUTH FENCE,
 AW6825'52 FEET NORTHEAST OF THE TREE WITH THE TRIANGLE BLAZE, AND
 AW6825'39 FEET WEST OF THE CENTER OF STATE ROAD 288.  IT IS SET
 AW6825'FLUSH WITH THE SURFACE AND IS STAMPED CLUTE NO 1 1953.
 AW6825'
 AW6825'REFERENCE MARK NO. 2 IS 72 FEET WEST OF THE CENTER OF STATE
 AW6825'ROAD 288, 29 FEET EAST OF A NORTH-SOUTH FENCE, AND 26 FEET
 AW6825'SOUTHWEST OF THE TREE WITH THE TRIANGLE BLAZE.  IT PROJECTS
 AW6825'4 INCHES ABOVE THE SURFACE AND IS STAMPED CLUTE NO 2 1953.
 AW6825'
 AW6825'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 77.07 FEET.
 AW6825'
 AW6825'THE AZIMUTH MARK IS LOCATED ON THE ROAD RIGHT-OF-WAY AT
 AW6825'THE SOUTH END OF A SMALL BRIDGE THAT CROSSES STATE ROAD
 AW6825'288, 19 FEET EAST OF THE CENTER OF STATE ROAD 288, AND 1
 AW6825'FOOT SOUTH OF A GUARD POST.  IT IS SET FLUSH WITH THE SURFACE
 AW6825'AND IS STAMPED CLUTE 1953.
 AW6825'
 AW6825'TO REACH THE STATION FROM THE JUNCTIONS OF STATE ROAD 35
 AW6825'AND 288 IN ANGLETON, GO SOUTH ON STATE ROAD 288 FOR 5.4
 AW6825'MILES TO A CONCRETE BRIDGE THAT CROSSES BASTROP BAYOU, CONTINUE
 AW6825'SOUTH FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 AW6825'CONTINUE SOUTH FOR 0.6 MILE TO THE STATION ON THE RIGHT AS
 AW6825'DESCRIBED.
 AW6825
 AW6825                          STATION RECOVERY (1980)
 AW6825
 AW6825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 AW6825'THE STATION WAS NOT FOUND AFTER AN EXTENSIVE SEARCH.
 AW6825'
 AW6825'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES N OF
 AW6825'CLUTE.
 AW6825
 AW6825                          STATION RECOVERY (1998)
 AW6825
 AW6825'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6825'MARK NOT FOUND.
 AW6825
 AW6825                          STATION RECOVERY (2004)
 AW6825
 AW6825'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6795 ***********************************************************************
 AW6795  DESIGNATION -  CLUTE 1933
 AW6795  PID         -  AW6795
 AW6795  STATE/COUNTY-  TX/BRAZORIA
 AW6795  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6795
 AW6795                         *CURRENT SURVEY CONTROL
 AW6795  ___________________________________________________________________
 AW6795* NAD 83(1993)-  29 00 33.62195(N)    095 14 05.60278(W)     ADJUSTED  
 AW6795* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6795  ___________________________________________________________________
 AW6795  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AW6795  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AW6795
 AW6795  HORZ ORDER  -  THIRD
 AW6795
 AW6795.The horizontal coordinates were established by classical geodetic methods
 AW6795.and adjusted by the National Geodetic Survey in February 1996..
 AW6795
 AW6795.The orthometric height was scaled from a topographic map.
 AW6795
 AW6795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6795
 AW6795.The geoid height was determined by GEOID03.
 AW6795
 AW6795;                    North         East     Units Scale Factor Converg.
 AW6795;SPC TXSC     - 4,136,236.975   966,727.616   MT  0.99987928   +1 50 40.5
 AW6795;SPC TXSC     -13,570,304.14  3,171,672.19   sFT  0.99987928   +1 50 40.5
 AW6795;UTM  15      - 3,211,079.921   282,312.018   MT  1.00018481   -1 05 03.3
 AW6795
 AW6795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6795!SPC TXSC     -   1.00000400  x   0.99987928  =   0.99988328
 AW6795!UTM  15      -   1.00000400  x   1.00018481  =   1.00018881
 AW6795
 AW6795                          SUPERSEDED SURVEY CONTROL
 AW6795
 AW6795  NAD 83(1986)-  29 00 33.63102(N)    095 14 05.58310(W) AD(       ) 3
 AW6795  NAD 27      -  29 00 32.75000(N)    095 14 04.82200(W) AD(       ) 3
 AW6795
 AW6795.Superseded values are not recommended for survey control.
 AW6795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6795.See file dsdata.txt to determine how the superseded data were derived.
 AW6795
 AW6795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8231211080(NAD 83)
 AW6795_MARKER: DD = SURVEY DISK
 AW6795_SETTING: 0 = UNSPECIFIED SETTING
 AW6795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6795
 AW6795  HISTORY     - Date     Condition        Report By
 AW6795  HISTORY     - 1933     MONUMENTED       CGS
 AW6795  HISTORY     - 1947     GOOD             CGS
 AW6795  HISTORY     - 1960     GOOD             CGS
 AW6795
 AW6795                          STATION DESCRIPTION
 AW6795
 AW6795'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6795'STATION IS LOCATED ON DRUM POINT, A POINT OF LAND ON THE N
 AW6795'SHORE OF DRUM BAY, 0.3 MILE W OF THE FIRST OPENING IN THE
 AW6795'N SPOIL BANK OF THE CANAL FROM THE W END OF DRUM BAY, ABOUT
 AW6795'7 MILES NE OF FREEPORT.  IT IS IN THE MARSH, 60 METERS N
 AW6795'OF THE POINT OF DRUM POINT, 55 METERS W OF THE E SHORE OF DRUM
 AW6795'POINT, AND 55 METERS NE OF THE SW SIDE OF DRUM POINT.
 AW6795'
 AW6795'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6795'NO REFERENCE MARK WAS SET.
 AW6795'
 AW6795'THE FOLLOWING BEARINGS ARE GIVEN--BRAZOSPORT LIGHTHOUSE,
 AW6795'S 43 DEG W.  FREEPORT, WATER TANK, S 47 DEG W.  HIGH DERRICK IN
 AW6795'SULPHUR FIELDS W OF HOSKINS MOUND, N 73 DEG W.  AND CONCRETE
 AW6795'SMOKESTACK AT HOSKINS MOUND, N 03 DEG W.
 AW6795'
 AW6795'HEIGHT OF LIGHT ABOVE STATION MARK - 6.0 METERS.
 AW6795
 AW6795                          STATION RECOVERY (1947)
 AW6795
 AW6795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6795'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE
 AW6795'AND COMPLETE.
 AW6795
 AW6795                          STATION RECOVERY (1960)
 AW6795
 AW6795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6795'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 AW6795'IS ADEQUATE WITH THE FOLLOING ADDITIONS.
 AW6795'
 AW6795'(1) THE DISK IS STAMPED CLUTE 1933 AND THE MARK PROJECTS
 AW6795'6 INCHES.
 AW6795'
 AW6795'(2) A WITNESS POST WAS DRIVEN IN 1.5 FEET FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6956 ***********************************************************************
 DG6956  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6956  DESIGNATION -  CLUTE COOP CORS ARP
 DG6956  CORS_ID     -  DWI1
 DG6956  PID         -  DG6956
 DG6956  STATE/COUNTY-  TX/BRAZORIA
 DG6956  USGS QUAD   -  LAKE JACKSON (1974)
 DG6956
 DG6956                         *CURRENT SURVEY CONTROL
 DG6956  ___________________________________________________________________
 DG6956* NAD 83(CORS)-  29 00 48.96021(N)    095 24 13.15373(W)     ADJUSTED  
 DG6956* NAVD 88     -                                                        
 DG6956  ___________________________________________________________________
 DG6956  EPOCH DATE  -        2002.00
 DG6956  X           -    -525,675.555 (meters)                     COMP
 DG6956  Y           -  -5,557,283.873 (meters)                     COMP
 DG6956  Z           -   3,075,210.423 (meters)                     COMP
 DG6956  ELLIP HEIGHT-         -18.70  (meters)          (07/??/04) GPS OBS
 DG6956  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DG6956
 DG6956  HORZ ORDER  -  SPECIAL (CORS)
 DG6956  ELLP ORDER  -  SPECIAL (CORS)
 DG6956
 DG6956.ITRF positions are available for this station.
 DG6956.The coordinates were established by GPS observations
 DG6956.and adjusted by the National Geodetic Survey in July 2004..
 DG6956.The coordinates are valid at the epoch date displayed above.
 DG6956.The epoch date for horizontal control is a decimal equivalence
 DG6956.of Year/Month/Day.
 DG6956
 DG6956
 DG6956.The PID for the CORS L1 Phase Center is DG6957.
 DG6956
 DG6956.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6956
 DG6956.The ellipsoidal height was determined by GPS observations
 DG6956.and is referenced to NAD 83.
 DG6956
 DG6956.The geoid height was determined by GEOID03.
 DG6956
 DG6956;                    North         East     Units Scale Factor Converg.
 DG6956;SPC TXSC     - 4,136,191.582   950,280.511   MT  0.99987886   +1 45 42.8
 DG6956;SPC TXSC     -13,570,155.22  3,117,711.98   sFT  0.99987886   +1 45 42.8
 DG6956
 DG6956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6956!SPC TXSC     -   1.00000294  x   0.99987886  =   0.99988180
 DG6956
 DG6956                          SUPERSEDED SURVEY CONTROL
 DG6956
 DG6956.No superseded survey control is available for this station.
 DG6956
 DG6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6587811875(NAD 83)
 DG6956_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6956
 DG6956                          STATION DESCRIPTION
 DG6956
 DG6956'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6956'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6956'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6956'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6956'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6956'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6957 ***********************************************************************
 DG6957  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6957  DESIGNATION -  CLUTE COOP CORS L1 PHASE CENTER
 DG6957  CORS_ID     -  DWI1
 DG6957  PID         -  DG6957
 DG6957  STATE/COUNTY-  TX/BRAZORIA
 DG6957  USGS QUAD   -  LAKE JACKSON (1974)
 DG6957
 DG6957                         *CURRENT SURVEY CONTROL
 DG6957  ___________________________________________________________________
 DG6957* NAD 83(CORS)-  29 00 48.96029(N)    095 24 13.15368(W)     ADJUSTED  
 DG6957* NAVD 88     -                                                        
 DG6957  ___________________________________________________________________
 DG6957  EPOCH DATE  -        2002.00
 DG6957  X           -    -525,675.561 (meters)                     COMP
 DG6957  Y           -  -5,557,283.959 (meters)                     COMP
 DG6957  Z           -   3,075,210.474 (meters)                     COMP
 DG6957  ELLIP HEIGHT-         -18.60  (meters)          (07/??/04) GPS OBS
 DG6957  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DG6957
 DG6957  HORZ ORDER  -  SPECIAL (CORS)
 DG6957  ELLP ORDER  -  SPECIAL (CORS)
 DG6957
 DG6957.ITRF positions are available for this station.
 DG6957.The coordinates were established by GPS observations
 DG6957.and adjusted by the National Geodetic Survey in July 2004..
 DG6957.The coordinates are valid at the epoch date displayed above.
 DG6957.The epoch date for horizontal control is a decimal equivalence
 DG6957.of Year/Month/Day.
 DG6957
 DG6957
 DG6957.The PID for the CORS ARP is DG6956.
 DG6957
 DG6957.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6957
 DG6957.The ellipsoidal height was determined by GPS observations
 DG6957.and is referenced to NAD 83.
 DG6957
 DG6957.The geoid height was determined by GEOID03.
 DG6957
 DG6957;                    North         East     Units Scale Factor Converg.
 DG6957;SPC TXSC     - 4,136,191.585   950,280.512   MT  0.99987886   +1 45 42.8
 DG6957;SPC TXSC     -13,570,155.23  3,117,711.98   sFT  0.99987886   +1 45 42.8
 DG6957
 DG6957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6957!SPC TXSC     -   1.00000292  x   0.99987886  =   0.99988178
 DG6957
 DG6957                          SUPERSEDED SURVEY CONTROL
 DG6957
 DG6957.No superseded survey control is available for this station.
 DG6957
 DG6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6587811875(NAD 83)
 DG6957_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6957
 DG6957                          STATION DESCRIPTION
 DG6957
 DG6957'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6957'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6957'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6957'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6957'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6957'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6828 ***********************************************************************
 AW6828  DESIGNATION -  CLUTE MUNICIPAL TANK
 AW6828  PID         -  AW6828
 AW6828  STATE/COUNTY-  TX/BRAZORIA
 AW6828  USGS QUAD   -  LAKE JACKSON (1974)
 AW6828
 AW6828                         *CURRENT SURVEY CONTROL
 AW6828  ___________________________________________________________________
 AW6828* NAD 83(1993)-  29 01 17.22195(N)    095 24 17.27281(W)     ADJUSTED  
 AW6828* NAVD 88     -                                                        
 AW6828  ___________________________________________________________________
 AW6828  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6828  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW6828
 AW6828  HORZ ORDER  -  THIRD
 AW6828
 AW6828.The horizontal coordinates were established by classical geodetic methods
 AW6828.and adjusted by the National Geodetic Survey in February 1996..
 AW6828
 AW6828
 AW6828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6828
 AW6828.The geoid height was determined by GEOID03.
 AW6828
 AW6828;                    North         East     Units Scale Factor Converg.
 AW6828;SPC TXSC     - 4,137,057.755   950,142.362   MT  0.99987811   +1 45 40.8
 AW6828;SPC TXSC     -13,572,996.98  3,117,258.73   sFT  0.99987811   +1 45 40.8
 AW6828;UTM  15      - 3,212,747.599   265,784.551   MT  1.00027699   -1 10 01.9
 AW6828
 AW6828                          SUPERSEDED SURVEY CONTROL
 AW6828
 AW6828  NAD 83(1986)-  29 01 17.23182(N)    095 24 17.25178(W) AD(       ) 4
 AW6828  NAD 27      -  29 01 16.34500(N)    095 24 16.46500(W) AD(       ) 3
 AW6828
 AW6828.Superseded values are not recommended for survey control.
 AW6828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6828.See file dsdata.txt to determine how the superseded data were derived.
 AW6828
 AW6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6578512748(NAD 83)
 AW6828_MARKER: 53 = ELEVATED TANK
 AW6828_SETTING: 0 = UNSPECIFIED SETTING
 AW6828
 AW6828  HISTORY     - Date     Condition        Report By
 AW6828  HISTORY     - 1954     FIRST OBSERVED   CGS
 AW6828  HISTORY     - 1960     GOOD             CGS
 AW6828  HISTORY     - 1980     GOOD             NGS
 AW6828  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW6828  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW6828
 AW6828                          STATION DESCRIPTION
 AW6828
 AW6828'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AW6828'THE STATION IS THE TOP CENTER OF THE TANK LOCATED AT THE
 AW6828'WEST EDGE OF THE BUSINESS DISTRICT IN CLUTE.  IT IS A FOUR
 AW6828'LEGGED STEEL STRUCTURE SUPPORTING A TANK OF 100,000 GALLON
 AW6828'CAPACITY WITH AN OVERFLOW PIPE IN THE CENTER.  THE TANK
 AW6828'IS PAINTED SILVER WITH BLACK LETTERS CLUTE PAINTED ON THE
 AW6828'EAST SIDE.
 AW6828'
 AW6828'THE TANK IS 120 FEET HIGH AND IS OWNED AND OPERATED BY THE
 AW6828'BRAZORIA COUNTY WATER CONTROL AND IMPROVEMENT DISTRICT NO.
 AW6828'2, CLUTE, TEXAS.
 AW6828
 AW6828                          STATION RECOVERY (1960)
 AW6828
 AW6828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6828'STATION RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 AW6828'IS COMPLETE.
 AW6828
 AW6828                          STATION RECOVERY (1980)
 AW6828
 AW6828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 AW6828'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW6828'
 AW6828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CLUTE.
 AW6828
 AW6828                          STATION RECOVERY (1998)
 AW6828
 AW6828'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6828'MARK NOT FOUND.
 AW6828
 AW6828                          STATION RECOVERY (2004)
 AW6828
 AW6828'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1088 ***********************************************************************
 CT1088  DESIGNATION -  CLYDE 2 USGS 1961
 CT1088  PID         -  CT1088
 CT1088  STATE/COUNTY-  TX/CALLAHAN
 CT1088  USGS QUAD   -  BAIRD (1966)
 CT1088
 CT1088                         *CURRENT SURVEY CONTROL
 CT1088  ___________________________________________________________________
 CT1088* NAD 83(1993)-  32 24 45.59370(N)    099 27 32.61754(W)     ADJUSTED  
 CT1088* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 CT1088  ___________________________________________________________________
 CT1088  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 CT1088  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CT1088
 CT1088  HORZ ORDER  -  SECOND
 CT1088
 CT1088.The horizontal coordinates were established by classical geodetic methods
 CT1088.and adjusted by the National Geodetic Survey in February 1996..
 CT1088
 CT1088.The orthometric height was scaled from a topographic map.
 CT1088
 CT1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1088
 CT1088.The geoid height was determined by GEOID03.
 CT1088
 CT1088;                    North         East     Units Scale Factor Converg.
 CT1088;SPC TXNC     - 2,083,136.492   509,790.783   MT  0.99993436   -0 31 23.0
 CT1088;SPC TXNC     - 6,834,423.64  1,672,538.59   sFT  0.99993436   -0 31 23.0
 CT1088;UTM  14      - 3,586,270.669   456,834.420   MT  0.99962298   -0 14 45.8
 CT1088
 CT1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1088!SPC TXNC     -   0.99990513  x   0.99993436  =   0.99983950
 CT1088!UTM  14      -   0.99990513  x   0.99962298  =   0.99952815
 CT1088
 CT1088                          SUPERSEDED SURVEY CONTROL
 CT1088
 CT1088  NAD 83(1986)-  32 24 45.59937(N)    099 27 32.60545(W) AD(       ) 2
 CT1088  NAD 27      -  32 24 45.14410(N)    099 27 31.31990(W) AD(       ) 2
 CT1088
 CT1088.Superseded values are not recommended for survey control.
 CT1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1088.See file dsdata.txt to determine how the superseded data were derived.
 CT1088
 CT1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA5683486271(NAD 83)
 CT1088_MARKER: DB = BENCH MARK DISK
 CT1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1088_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1088+STABILITY: SURFACE MOTION
 CT1088
 CT1088  HISTORY     - Date     Condition        Report By
 CT1088  HISTORY     - 1961     MONUMENTED       CGS
 CT1088  HISTORY     - 20011014 GOOD             USPSQD
 CT1088
 CT1088                          STATION DESCRIPTION
 CT1088
 CT1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1088'THE STATION IS ON THE HIGHEST POINT OF A RIDGE, ON THE EAST
 CT1088'SIDE OF A GRAVEL PIT, APPROXIMATELY 2 MILES NORTHEAST OF
 CT1088'CLYDE, 1/3 MILE NORTH OF U.S. HIGHWAY 80 AND ON PROPERTY
 CT1088'OWNED BY JOHN L. ESTES JR.
 CT1088'
 CT1088'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CT1088'JOHN, DISTANCE BEING 8.31 FEET (2.534 METERS) NORTHWEST OF STATION
 CT1088'JOHN.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 CT1088'DISK STAMPED CLYDE 2 1955, SET IN A SQUARE CONCRETE POST
 CT1088'WHICH PROJECTS 6 INCHES.  IT IS 20.5 FEET EAST OF A METAL
 CT1088'WITNESS POST.
 CT1088
 CT1088                          STATION RECOVERY (2001)
 CT1088
 CT1088'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1085 ***********************************************************************
 CT1085  DESIGNATION -  CLYDE CHURCH SPIRE
 CT1085  PID         -  CT1085
 CT1085  STATE/COUNTY-  TX/CALLAHAN
 CT1085  USGS QUAD   -  BAIRD (1966)
 CT1085
 CT1085                         *CURRENT SURVEY CONTROL
 CT1085  ___________________________________________________________________
 CT1085* NAD 83(1993)-  32 24 22.29837(N)    099 29 23.84902(W)     ADJUSTED  
 CT1085* NAVD 88     -                                                        
 CT1085  ___________________________________________________________________
 CT1085  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 CT1085  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CT1085
 CT1085  HORZ ORDER  -  THIRD
 CT1085
 CT1085.The horizontal coordinates were established by classical geodetic methods
 CT1085.and adjusted by the National Geodetic Survey in February 1996..
 CT1085
 CT1085
 CT1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1085
 CT1085.The geoid height was determined by GEOID03.
 CT1085
 CT1085;                    North         East     Units Scale Factor Converg.
 CT1085;SPC TXNC     - 2,082,445.943   506,877.875   MT  0.99993561   -0 32 23.7
 CT1085;SPC TXNC     - 6,832,158.06  1,662,981.83   sFT  0.99993561   -0 32 23.7
 CT1085;UTM  14      - 3,585,566.256   453,925.790   MT  0.99962618   -0 15 45.3
 CT1085
 CT1085                          SUPERSEDED SURVEY CONTROL
 CT1085
 CT1085  NAD 83(1986)-  32 24 22.30480(N)    099 29 23.83719(W) AD(       ) 4
 CT1085  NAD 27      -  32 24 21.85000(N)    099 29 22.54000(W) AD(       ) 3
 CT1085
 CT1085.Superseded values are not recommended for survey control.
 CT1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1085.See file dsdata.txt to determine how the superseded data were derived.
 CT1085
 CT1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA5392685566(NAD 83)
 CT1085_MARKER: 90 = CHURCH SPIRE
 CT1085
 CT1085  HISTORY     - Date     Condition        Report By
 CT1085  HISTORY     - 1908     FIRST OBSERVED   CGS
 CT1085  HISTORY     - 1955     GOOD             CGS
 CT1085  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT1085
 CT1085                          STATION DESCRIPTION
 CT1085
 CT1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CT1085'FROM LOCAL INTERROGATION, THIS HAS BEEN DETERMINED AS THE
 CT1085'ORIGINAL 1908 CHURCH SPIRE.  LOCATED IN THE E PORTION OF CLYDE,
 CT1085'49 FT. E OF THE E SIDE OF A GRAVEL ROAD, AND ABOUT 300 FT. N
 CT1085'OF THE TEXAS AND PACIFIC RAILROAD.  THE NAME OF THE CHURCH IS
 CT1085'ST. JOACHIM CATHOLIC CHURCH.
 CT1085'
 CT1085'THIS IS AN INTERSECTION STATION.
 CT1085
 CT1085                          STATION RECOVERY (2001)
 CT1085
 CT1085'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1087 ***********************************************************************
 CT1087  DESIGNATION -  CLYDE MUN WATER TANK
 CT1087  PID         -  CT1087
 CT1087  STATE/COUNTY-  TX/CALLAHAN
 CT1087  USGS QUAD   -  BAIRD (1966)
 CT1087
 CT1087                         *CURRENT SURVEY CONTROL
 CT1087  ___________________________________________________________________
 CT1087* NAD 83(1993)-  32 24 24.63525(N)    099 29 44.85835(W)     ADJUSTED  
 CT1087* NAVD 88     -                                                        
 CT1087  ___________________________________________________________________
 CT1087  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 CT1087  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CT1087
 CT1087  HORZ ORDER  -  THIRD
 CT1087
 CT1087.The horizontal coordinates were established by classical geodetic methods
 CT1087.and adjusted by the National Geodetic Survey in February 1996..
 CT1087
 CT1087
 CT1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1087
 CT1087.The geoid height was determined by GEOID03.
 CT1087
 CT1087;                    North         East     Units Scale Factor Converg.
 CT1087;SPC TXNC     - 2,082,523.108   506,329.608   MT  0.99993548   -0 32 35.2
 CT1087;SPC TXNC     - 6,832,411.23  1,661,183.06   sFT  0.99993548   -0 32 35.2
 CT1087;UTM  14      - 3,585,640.743   453,377.325   MT  0.99962680   -0 15 56.6
 CT1087
 CT1087                          SUPERSEDED SURVEY CONTROL
 CT1087
 CT1087  NAD 83(1986)-  32 24 24.64164(N)    099 29 44.84592(W) AD(       ) 4
 CT1087  NAD 27      -  32 24 24.18600(N)    099 29 43.55200(W) AD(       ) 3
 CT1087
 CT1087.Superseded values are not recommended for survey control.
 CT1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1087.See file dsdata.txt to determine how the superseded data were derived.
 CT1087
 CT1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA5337785641(NAD 83)
 CT1087_MARKER: 53 = ELEVATED TANK
 CT1087
 CT1087  HISTORY     - Date     Condition        Report By
 CT1087  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1087  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT1087
 CT1087                          STATION DESCRIPTION
 CT1087
 CT1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1087'THE STATION IS THE BALL ATOP THE TANK WHICH IS IN THE WEST
 CT1087'SIDE OF CLYDE AND ON THE NORTH SIDE OF THE FIRE DEPARTMENT
 CT1087'BUILDING.
 CT1087'
 CT1087'THE TANK IS A METAL STRUCTURE, PAINTED SILVER, SUPPORTED
 CT1087'BY FOUR LEGS AND IS 143 FEET HIGH.  THE LETTERS CLYDE ARE
 CT1087'PAINTED IN BLACK ON THE NORTH AND SOUTH SIDE OF THE TANK.
 CT1087
 CT1087                          STATION RECOVERY (2001)
 CT1087
 CT1087'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT1087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1091 ***********************************************************************
 CT1091  DESIGNATION -  CLYDE TEX ELEC SERV MICROWAVE
 CT1091  PID         -  CT1091
 CT1091  STATE/COUNTY-  TX/CALLAHAN
 CT1091  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT1091
 CT1091                         *CURRENT SURVEY CONTROL
 CT1091  ___________________________________________________________________
 CT1091* NAD 83(1993)-  32 25 52.10186(N)    099 30 08.76573(W)     ADJUSTED  
 CT1091* NAVD 88     -                                                        
 CT1091  ___________________________________________________________________
 CT1091  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CT1091  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CT1091
 CT1091  HORZ ORDER  -  THIRD
 CT1091
 CT1091.The horizontal coordinates were established by classical geodetic methods
 CT1091.and adjusted by the National Geodetic Survey in February 1996..
 CT1091
 CT1091
 CT1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1091
 CT1091.The geoid height was determined by GEOID03.
 CT1091
 CT1091;                    North         East     Units Scale Factor Converg.
 CT1091;SPC TXNC     - 2,085,223.062   505,730.647   MT  0.99993084   -0 32 48.2
 CT1091;SPC TXNC     - 6,841,269.33  1,659,217.96   sFT  0.99993084   -0 32 48.2
 CT1091;UTM  14      - 3,588,336.941   452,765.490   MT  0.99962751   -0 16 10.0
 CT1091
 CT1091                          SUPERSEDED SURVEY CONTROL
 CT1091
 CT1091  NAD 83(1986)-  32 25 52.10815(N)    099 30 08.75323(W) AD(       ) 4
 CT1091  NAD 27      -  32 25 51.65500(N)    099 30 07.45700(W) AD(       ) 3
 CT1091
 CT1091.Superseded values are not recommended for survey control.
 CT1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1091.See file dsdata.txt to determine how the superseded data were derived.
 CT1091
 CT1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA5276588337(NAD 83)
 CT1091_MARKER: 44 = MICROWAVE MAST
 CT1091
 CT1091  HISTORY     - Date     Condition        Report By
 CT1091  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1091  HISTORY     - 20011013 GOOD             USPSQD
 CT1091
 CT1091                          STATION DESCRIPTION
 CT1091
 CT1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1091'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 CT1091'1-1/2 MILES NORTH OF CLYDE.
 CT1091'
 CT1091'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, AND HAS
 CT1091'A RED LIGHT AND TWO ROUND REFLECTORS ON THE TOP OF THE MAST.
 CT1091'IT HAS AN OVERALL HEIGHT OF 190 FEET.
 CT1091
 CT1091                          STATION RECOVERY (2001)
 CT1091
 CT1091'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0024 ***********************************************************************
 AW0024  DESIGNATION -  CMW 13 TVA
 AW0024  PID         -  AW0024
 AW0024  STATE/COUNTY-  TX/BRAZORIA
 AW0024  USGS QUAD   -  DANBURY (1974)
 AW0024
 AW0024                         *CURRENT SURVEY CONTROL
 AW0024  ___________________________________________________________________
 AW0024* NAD 83(1986)-  29 10 36.     (N)    095 15 07.     (W)     SCALED    
 AW0024* NAVD 88     -         4.96   (+/-2cm)      16.3    (feet)  VERTCON   
 AW0024  ___________________________________________________________________
 AW0024  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW0024
 AW0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0024
 AW0024.The horizontal coordinates were scaled from a topographic map and have
 AW0024.an estimated accuracy of +/- 6 seconds.
 AW0024
 AW0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0024.The vertical order pertains to the NGVD 29 superseded value.
 AW0024
 AW0024.The geoid height was determined by GEOID03.
 AW0024
 AW0024;                    North         East    Units  Estimated Accuracy
 AW0024;SPC TXSC     - 4,154,720.      964,470.      MT  (+/- 180 meters Scaled)
 AW0024
 AW0024                          SUPERSEDED SURVEY CONTROL
 AW0024
 AW0024  NGVD 29 (??/??/92)    4.97   (m)           16.3    (f) COMPUTED    2 0
 AW0024
 AW0024.Superseded values are not recommended for survey control.
 AW0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0024.See file dsdata.txt to determine how the superseded data were derived.
 AW0024
 AW0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN810296(NAD 83)
 AW0024_MARKER: B = BOLT
 AW0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0024+STABILITY: SURFACE MOTION
 AW0024
 AW0024  HISTORY     - Date     Condition        Report By
 AW0024  HISTORY     - UNK      MONUMENTED       TVA
 AW0024  HISTORY     - 1942     GOOD             NGS
 AW0024  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0024  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0024
 AW0024                          STATION DESCRIPTION
 AW0024
 AW0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW0024'9.8 MI SE FROM LIVERPOOL.
 AW0024'9.8 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AW0024'LIVERPOOL, 4.1 MILES SOUTH OF A CURVE IN THE ROAD AT THE NORTH END OF
 AW0024'A LONG TANGENT, AT A WOODEN BRIDGE OVER A DRAINAGE CANAL, 22 FEET
 AW0024'SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE, 15 FEET NORTHWEST OF THE
 AW0024'CENTERLINE OF THE ROAD AT A CURVE APPROACHING THE BRIDGE, 3 FEET SOUTH
 AW0024'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AW0024'AN IRON BOLT, SET IN A CONCRETE POST PROJECTING 1.1 FEET ABOVE
 AW0024'GROUND.
 AW0024
 AW0024                          STATION RECOVERY (1978)
 AW0024
 AW0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0024'NOT RECOVERED THIS DATE.
 AW0024
 AW0024                          STATION RECOVERY (2004)
 AW0024
 AW0024'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0022 ***********************************************************************
 AW0022  DESIGNATION -  CMW 14 TVA
 AW0022  PID         -  AW0022
 AW0022  STATE/COUNTY-  TX/BRAZORIA
 AW0022  USGS QUAD   -  DANBURY (1974)
 AW0022
 AW0022                         *CURRENT SURVEY CONTROL
 AW0022  ___________________________________________________________________
 AW0022* NAD 83(1986)-  29 10 56.     (N)    095 15 03.     (W)     SCALED    
 AW0022* NAVD 88     -         4.94   (+/-2cm)      16.2    (feet)  VERTCON   
 AW0022  ___________________________________________________________________
 AW0022  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW0022
 AW0022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0022
 AW0022.The horizontal coordinates were scaled from a topographic map and have
 AW0022.an estimated accuracy of +/- 6 seconds.
 AW0022
 AW0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0022.The vertical order pertains to the NGVD 29 superseded value.
 AW0022
 AW0022.The geoid height was determined by GEOID03.
 AW0022
 AW0022;                    North         East    Units  Estimated Accuracy
 AW0022;SPC TXSC     - 4,155,340.      964,560.      MT  (+/- 180 meters Scaled)
 AW0022
 AW0022                          SUPERSEDED SURVEY CONTROL
 AW0022
 AW0022  NGVD 29 (??/??/92)    4.95   (m)           16.2    (f) COMPUTED    2 0
 AW0022
 AW0022.Superseded values are not recommended for survey control.
 AW0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0022.See file dsdata.txt to determine how the superseded data were derived.
 AW0022
 AW0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN811302(NAD 83)
 AW0022_MARKER: B = BOLT
 AW0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0022+STABILITY: SURFACE MOTION
 AW0022
 AW0022  HISTORY     - Date     Condition        Report By
 AW0022  HISTORY     - UNK      MONUMENTED       TVA
 AW0022  HISTORY     - 1942     GOOD             NGS
 AW0022  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0022
 AW0022                          STATION DESCRIPTION
 AW0022
 AW0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW0022'9.3 MI SE FROM LIVERPOOL.
 AW0022'9.3 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AW0022'LIVERPOOL, 3.6 MILES SOUTH OF A CURVE IN THE ROAD AT THE NORTH END OF
 AW0022'A LONG TANGENT, 180 FEET WEST OF THE CENTERLINE OF THE ROAD AT A
 AW0022'SLIGHT CURVE, 25 FEET WEST OF THE WEST END OF AN ABANDONED CONCRETE
 AW0022'BASE AROUND A TEST WELL, 12 FEET EAST OF A POWERLINE POLE, AND 3 FEET
 AW0022'WEST OF A WHITE WOODEN WITNESS POST.  AN IRON BOLT, SET IN A CONCRETE
 AW0022'POST PROJECTING 1.2 FEET ABOVE GROUND.
 AW0022
 AW0022                          STATION RECOVERY (1978)
 AW0022
 AW0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0022'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4089 ***********************************************************************
 AW4089  DESIGNATION -  CMW 16
 AW4089  PID         -  AW4089
 AW4089  STATE/COUNTY-  TX/BRAZORIA
 AW4089  USGS QUAD   -  DANBURY (1974)
 AW4089
 AW4089                         *CURRENT SURVEY CONTROL
 AW4089  ___________________________________________________________________
 AW4089* NAD 83(1986)-  29 14 25.     (N)    095 21 56.     (W)     SCALED    
 AW4089* NAVD 88     -         7.61   (+/-2cm)      25.0    (feet)  VERTCON   
 AW4089  ___________________________________________________________________
 AW4089  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW4089
 AW4089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4089
 AW4089.The horizontal coordinates were scaled from a topographic map and have
 AW4089.an estimated accuracy of +/- 6 seconds.
 AW4089
 AW4089.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4089.The vertical order pertains to the NGVD 29 superseded value.
 AW4089
 AW4089.The geoid height was determined by GEOID03.
 AW4089
 AW4089;                    North         East    Units  Estimated Accuracy
 AW4089;SPC TXSC     - 4,161,420.      953,210.      MT  (+/- 180 meters Scaled)
 AW4089
 AW4089                          SUPERSEDED SURVEY CONTROL
 AW4089
 AW4089  NGVD 29 (??/??/92)    7.612  (m)           24.97   (f) ADJ UNCH    2 0
 AW4089
 AW4089.Superseded values are not recommended for survey control.
 AW4089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4089.See file dsdata.txt to determine how the superseded data were derived.
 AW4089
 AW4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN700369(NAD 83)
 AW4089_MARKER: B = BOLT
 AW4089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4089_STAMPING: C M W NO. 16 1942
 AW4089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4089+STABILITY: SURFACE MOTION
 AW4089
 AW4089  HISTORY     - Date     Condition        Report By
 AW4089  HISTORY     - 1942     MONUMENTED       TVA
 AW4089  HISTORY     - 1942     GOOD             NGS
 AW4089
 AW4089                          STATION DESCRIPTION
 AW4089
 AW4089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW4089'2.1 MI W FROM DANBURY.
 AW4089'REACH THE SAME AS BENCH MARK H 693.  BENCH MARK IS SET IN THE
 AW4089'NORTHEAST ANGLE OF THE INTERSECTION.  IT IS 54.0 FEET SOUTHEAST OF AND
 AW4089'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, ABOUT 27.0 FEET
 AW4089'NORTHEAST OF THE CENTERLINE OF DIRT ROAD, ABOUT 8.0 FEET NORTHEAST OF
 AW4089'A FENCE CORNER AND 1.0 FOOT WEST OF THE RIGHT OF WAY FENCE. AN IRON
 AW4089'BOLT SET IN A CONCRETE POST AND PROJECTS 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4408 ***********************************************************************
 AW4408  DESIGNATION -  CMW 24
 AW4408  PID         -  AW4408
 AW4408  STATE/COUNTY-  TX/BRAZORIA
 AW4408  USGS QUAD   -  OTEY (1980)
 AW4408
 AW4408                         *CURRENT SURVEY CONTROL
 AW4408  ___________________________________________________________________
 AW4408* NAD 83(1986)-  29 18 04.     (N)    095 31 00.     (W)     SCALED    
 AW4408* NAVD 88     -        12.34   (+/-2cm)      40.5    (feet)  VERTCON   
 AW4408  ___________________________________________________________________
 AW4408  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW4408
 AW4408  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4408
 AW4408.The horizontal coordinates were scaled from a topographic map and have
 AW4408.an estimated accuracy of +/- 6 seconds.
 AW4408
 AW4408.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4408.The vertical order pertains to the NGVD 29 superseded value.
 AW4408
 AW4408.The geoid height was determined by GEOID03.
 AW4408
 AW4408;                    North         East    Units  Estimated Accuracy
 AW4408;SPC TXSC     - 4,167,710.      938,330.      MT  (+/- 180 meters Scaled)
 AW4408
 AW4408                          SUPERSEDED SURVEY CONTROL
 AW4408
 AW4408  NGVD 29 (??/??/92)   12.34   (m)           40.5    (f) COMPUTED    2 0
 AW4408
 AW4408.Superseded values are not recommended for survey control.
 AW4408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4408.See file dsdata.txt to determine how the superseded data were derived.
 AW4408
 AW4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN555439(NAD 83)
 AW4408_MARKER: DD = SURVEY DISK
 AW4408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4408_STAMPING: C. M. W. NO. 24 1942
 AW4408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4408+STABILITY: SURFACE MOTION
 AW4408
 AW4408  HISTORY     - Date     Condition        Report By
 AW4408  HISTORY     - 1942     MONUMENTED       TVA
 AW4408  HISTORY     - 1943     GOOD             NGS
 AW4408
 AW4408                          STATION DESCRIPTION
 AW4408
 AW4408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4408'4.8 MI W FROM BONNEY.
 AW4408'TO REACH FROM THE GENERAL STORE AT BONNEY.  PROCEED SOUTHERLY 0.9 MILE
 AW4408'ALONG STATE HIGHWAY NO. 288, THENCE WESTERLY 3.9 MILES ALONG THE
 AW4408'RAMSEY STATE PRISON FARM GRAVEL ROAD TO A STEEL CATTLE-GUARD AND SITE
 AW4408'OF BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE WEST OF A LARGE
 AW4408'STOCK-LOADING CHUTE AND CORRAL, 104.0 FEET SOUTHEAST OF THE SOUTH END
 AW4408'OF THE CATTLE-GUARD, 88.0 FEET SOUTH OF AND ABOUT 3.0 FEET BELOW THE
 AW4408'CENTERLINE OF THE GRAVELED ROAD, 16.0 FEET NORTH OF THE RIGHT-OF-WAY
 AW4408'FENCE AND 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST. MONUMENT
 AW4408'PROJECTS ABOUT 0.8 FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4025 ***********************************************************************
 AW4025  DESIGNATION -  CMW 29
 AW4025  PID         -  AW4025
 AW4025  STATE/COUNTY-  TX/BRAZORIA
 AW4025  USGS QUAD   -  JULIFF (1974)
 AW4025
 AW4025                         *CURRENT SURVEY CONTROL
 AW4025  ___________________________________________________________________
 AW4025* NAD 83(1986)-  29 29 02.     (N)    095 24 53.     (W)     SCALED    
 AW4025* NAVD 88     -        17.37   (+/-2cm)      57.0    (feet)  VERTCON   
 AW4025  ___________________________________________________________________
 AW4025  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW4025
 AW4025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4025
 AW4025.The horizontal coordinates were scaled from a topographic map and have
 AW4025.an estimated accuracy of +/- 6 seconds.
 AW4025
 AW4025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4025.The vertical order pertains to the NGVD 29 superseded value.
 AW4025
 AW4025.The geoid height was determined by GEOID03.
 AW4025
 AW4025;                    North         East    Units  Estimated Accuracy
 AW4025;SPC TXSC     - 4,188,250.      947,610.      MT  (+/- 180 meters Scaled)
 AW4025
 AW4025                          SUPERSEDED SURVEY CONTROL
 AW4025
 AW4025  NGVD 29 (??/??/92)   17.368  (m)           56.98   (f) ADJ UNCH    2 0
 AW4025
 AW4025.Superseded values are not recommended for survey control.
 AW4025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4025.See file dsdata.txt to determine how the superseded data were derived.
 AW4025
 AW4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN658640(NAD 83)
 AW4025_MARKER: B = BOLT
 AW4025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4025_STAMPING: CMW NO. 29 1942
 AW4025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4025+STABILITY: SURFACE MOTION
 AW4025
 AW4025  HISTORY     - Date     Condition        Report By
 AW4025  HISTORY     - 1942     MONUMENTED       TVA
 AW4025  HISTORY     - 20020607 MARK NOT FOUND   LOCSUR
 AW4025
 AW4025                          STATION DESCRIPTION
 AW4025
 AW4025'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1942
 AW4025'3.75 MI W FROM MANVEL.
 AW4025'3-3/4 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AW4025'THE STATION AT MANVEL, BRAZORIA COUNTY, NEAR A SHELL-ROAD CROSSING AT
 AW4025'IOWA COLONY, 1/4 MILE EAST OF MILE POLE 40, 162 FEET WEST OF THE
 AW4025'CENTERLINE OF THE SHELL ROAD, 50 FEET SOUTH OF THE SOUTH RAIL, 30 FEET
 AW4025'NORTH OF THE CENTERLINE OF A DIRT ROAD, 7 FEET SOUTHEAST OF A POLE,
 AW4025'3.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3-1/2 FEET LOWER THAN
 AW4025'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.8
 AW4025'FOOT ABOVE GROUND.
 AW4025
 AW4025                          STATION RECOVERY (2002)
 AW4025
 AW4025'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (JMD)
 AW4025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6153 ***********************************************************************
 AB6153  SACS        -  This is a Secondary Airport Control Station.
 AB6153  DESIGNATION -  CNW B
 AB6153  PID         -  AB6153
 AB6153  STATE/COUNTY-  TX/MCLENNAN
 AB6153  USGS QUAD   -  ELM MOTT (1975)
 AB6153
 AB6153                         *CURRENT SURVEY CONTROL
 AB6153  ___________________________________________________________________
 AB6153* NAD 83(1993)-  31 38 48.16278(N)    097 04 20.35500(W)     ADJUSTED  
 AB6153* NAVD 88     -       143.88   (meters)     472.0    (feet)  GPS OBS   
 AB6153  ___________________________________________________________________
 AB6153  X           -    -669,145.620 (meters)                     COMP
 AB6153  Y           -  -5,393,463.780 (meters)                     COMP
 AB6153  Z           -   3,327,207.748 (meters)                     COMP
 AB6153  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 AB6153  ELLIP HEIGHT-         117.13  (meters)          (02/27/01) GPS OBS
 AB6153  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AB6153
 AB6153  HORZ ORDER  -  FIRST
 AB6153  ELLP ORDER  -  FOURTH    CLASS II
 AB6153
 AB6153.This mark is at Tstc Waco (CNW) Airport (CNW)
 AB6153
 AB6153.The horizontal coordinates were established by GPS observations
 AB6153.and adjusted by the National Geodetic Survey in August 1996..
 AB6153
 AB6153.The orthometric height was determined by GPS observations and a
 AB6153.high-resolution geoid model.
 AB6153
 AB6153.GPS derived orthometric heights for airport stations designated as
 AB6153.PACS or SACS are published to 2 decimal places.  This maintains
 AB6153.centimeter relative accuracy between the PACS and SACS.  It does
 AB6153.not indicate centimeter accuracy relative to other marks which are
 AB6153.part of the NAVD 88 network.
 AB6153
 AB6153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6153
 AB6153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6153
 AB6153.The ellipsoidal height was determined by GPS observations
 AB6153.and is referenced to NAD 83.
 AB6153
 AB6153.The geoid height was determined by GEOID03.
 AB6153
 AB6153;                    North         East     Units Scale Factor Converg.
 AB6153;SPC TX C     - 3,224,037.068 1,009,257.676   MT  0.99994500   +1 40 46.6
 AB6153;SPC TX C     -10,577,528.28  3,311,206.23   sFT  0.99994500   +1 40 46.6
 AB6153;UTM  14      - 3,502,891.189   682,789.912   MT  1.00001210   +1 00 42.1
 AB6153
 AB6153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6153!SPC TX C     -   0.99998161  x   0.99994500  =   0.99992661
 AB6153!UTM  14      -   0.99998161  x   1.00001210  =   0.99999371
 AB6153
 AB6153                          SUPERSEDED SURVEY CONTROL
 AB6153
 AB6153  ELLIP H (08/21/96)  117.21   (m)                       GP(       ) 4 2
 AB6153
 AB6153.Superseded values are not recommended for survey control.
 AB6153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6153.See file dsdata.txt to determine how the superseded data were derived.
 AB6153
 AB6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8279002891(NAD 83)
 AB6153_MARKER: DD = SURVEY DISK
 AB6153_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB6153_SP_SET: CONCRETE MANHOLE FOUNDATION
 AB6153_STAMPING: CNW B 1991
 AB6153_MARK LOGO: NOS   
 AB6153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6153+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1995
 AB6153
 AB6153  HISTORY     - Date     Condition        Report By
 AB6153  HISTORY     - 1991     MONUMENTED       NOS
 AB6153  HISTORY     - 19910615 GOOD             NGS
 AB6153  HISTORY     - 19950213 GOOD             NGS
 AB6153  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AB6153
 AB6153                          STATION DESCRIPTION
 AB6153
 AB6153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB6153'THE STATION IS LOCATED ON THE AIRPORT NEAR THE NORTH END OF THE FIELD
 AB6153'EAST OF RUNWAY 17L-35R AND 787 FT (239.9 M) SOUTH OF THE GLIDE SLOPE
 AB6153'ANTENNA.  THE STATION IS SET ALONG THE PROJECTION OF THE NORTH EDGE OF
 AB6153'THE CONCRETE TAXIWAY BETWEEN THE RUNWAY AND THE NORTH-SOUTH GRAVEL
 AB6153'ROAD.  THE STATION IS 387.6 FT (118.1 M) EAST OF RUNWAY 17L-35R
 AB6153'CENTERLINE, 310.8 FT (94.7 M) SOUTHEAST OF A RUNWAY LIGHT, 86.5 FT
 AB6153'(26.4 M) WEST OF THE NORTH SOUTH GRAVEL ROAD CENTERLINE, AND 328.9 FT
 AB6153'(100.2 M) NORTHEAST OF A RUNWAY LIGHT.  THE STATION IS A STANDARD
 AB6153'NATIONAL OCEAN SERVICE DISK SET IN A DRILL HOLE IN THE NORTHEAST
 AB6153'CORNER OF A CONCRETE BASE FOR A MANHOLE.  THE STATION IS STAMPED CNW B
 AB6153'1991.
 AB6153
 AB6153                          STATION RECOVERY (1995)
 AB6153
 AB6153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6153'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF WACO AT THE TSTC-WACO
 AB6153'AIRPORT, IN GRASS ON A SMALL RISE BETWEEN RUNWAY 17L-35R AND THE GLIDE
 AB6153'SLOPE ROAD, ABOUT 242.3 M (794.9 FT) SOUTH OF THE GLIDE SLOPE ANTENNA,
 AB6153'AND NEAR THE NORTH END OF THE AIRFIELD.  OWNERSHIP--TEXAS STATE
 AB6153'TECHNICAL COLLEGE, 3801 CAMPUS DRIVE, WACO, TX 76705.  AIRPORT MANAGER
 AB6153'IS PATRICK L.  MCGEE.  PHONE 817-867-4807.  CONTACT HIM ONE DAY IN
 AB6153'ADVANCE TO ARRANGE FOR AN ESCORT TO THIS STATION.  TO REACH FROM THE
 AB6153'JUNCTION OF INTERSTATE HIGHWAY 35 AND FARM ROAD 2417 (CREST DRIVE)
 AB6153'(EXIT 342A) ON THE NORTH SIDE OF WACO, GO EAST ON FARM ROAD 2417 FOR
 AB6153'1.21 KM (0.75 MI) TO AIRLINE DRIVE ON THE RIGHT.  TURN RIGHT, SOUTH,
 AB6153'ON AIRLINE DRIVE FOR 0.8 KM (0.50 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 AB6153'ON 6TH STREET FOR 0.7 KM (0.45 MI) TO THE CONTROL TOWER.  SECURITY
 AB6153'WILL ESCORT YOU FROM HERE.  STATION IS SET FLUSH IN THE TOP OF THE
 AB6153'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A MANHOLE.  IT IS 118.1
 AB6153'M (387.5 FT) EAST OF THE CENTERLINE OF RUNWAY 17L-35R, 100.2 M (328.7
 AB6153'FT) NORTHEAST OF A RUNWAY LIGHT, 94.7 M (310.7 FT) SOUTHEAST OF A
 AB6153'RUNWAY LIGHT, AND 26.4 M (86.6 FT) WEST OF THE CENTER OF GLIDE SLOPE
 AB6153'GRAVEL ROAD.  NOTE--THIS STATION WAS SELECTED AS A SACS.  DESCRIBED BY
 AB6153'D.G.  AUG
 AB6153
 AB6153                          STATION RECOVERY (2001)
 AB6153
 AB6153'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 AB6153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0703 ***********************************************************************
 AO0703  DESIGNATION -  CO LINE MK TEX FAP 165 ABC D
 AO0703  PID         -  AO0703
 AO0703  STATE/COUNTY-  TX/WEBB
 AO0703  USGS QUAD   -  ENCINAL (1982)
 AO0703
 AO0703                         *CURRENT SURVEY CONTROL
 AO0703  ___________________________________________________________________
 AO0703* NAD 83(1993)-  28 01 55.30470(N)    099 21 28.36665(W)     ADJUSTED  
 AO0703* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 AO0703  ___________________________________________________________________
 AO0703  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AO0703  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AO0703
 AO0703  HORZ ORDER  -  SECOND
 AO0703
 AO0703.The horizontal coordinates were established by classical geodetic methods
 AO0703.and adjusted by the National Geodetic Survey in February 1996..
 AO0703
 AO0703.The orthometric height was scaled from a topographic map.
 AO0703
 AO0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0703
 AO0703.The geoid height was determined by GEOID03.
 AO0703
 AO0703;                    North         East     Units Scale Factor Converg.
 AO0703;SPC TX S     - 5,262,363.675   215,638.218   MT  1.00005633   -0 23 22.1
 AO0703;SPC TX S     -17,264,938.16    707,473.05   sFT  1.00005633   -0 23 22.1
 AO0703;SPC TXSC     - 4,022,076.519   564,804.560   MT  1.00011935   -0 10 31.2
 AO0703;SPC TXSC     -13,195,762.71  1,853,029.63   sFT  1.00011935   -0 10 31.2
 AO0703;UTM  14      - 3,100,802.036   464,822.653   MT  0.99961527   -0 10 05.5
 AO0703
 AO0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0703!SPC TX S     -   0.99997745  x   1.00005633  =   1.00003378
 AO0703!SPC TXSC     -   0.99997745  x   1.00011935  =   1.00009680
 AO0703!UTM  14      -   0.99997745  x   0.99961527  =   0.99959273
 AO0703
 AO0703                          SUPERSEDED SURVEY CONTROL
 AO0703
 AO0703  NAD 83(1986)-  28 01 55.30220(N)    099 21 28.34121(W) AD(       ) 2
 AO0703  NAD 27      -  28 01 54.27800(N)    099 21 27.22000(W) AD(       ) 2
 AO0703
 AO0703.Superseded values are not recommended for survey control.
 AO0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0703.See file dsdata.txt to determine how the superseded data were derived.
 AO0703
 AO0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS6482300802(NAD 83)
 AO0703_MARKER: Z = SEE DESCRIPTION
 AO0703_SETTING: 0 = UNSPECIFIED SETTING
 AO0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0703
 AO0703  HISTORY     - Date     Condition        Report By
 AO0703  HISTORY     - 1935     MONUMENTED       CGS
 AO0703
 AO0703                          STATION DESCRIPTION
 AO0703
 AO0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0703'STATION IS LOCATED 0.6 MILE S OF THE RAILROAD STATION IN ENCINAL,
 AO0703'ON THE W SIDE OF U.S. HIGHWAY 81.
 AO0703'
 AO0703'STATION IS A RECTANGULAR CONCRETE POST 2-1/2 FEET HIGH, LOCATED
 AO0703'106.95 FEET FROM STATION ENCINAL.  A SMALL BRONZE TABLET ON THE
 AO0703'FACE READS TEXAS F.A.P. 165 ABC-D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1104 ***********************************************************************
 CU1104  DESIGNATION -  COAHOMA
 CU1104  PID         -  CU1104
 CU1104  STATE/COUNTY-  TX/HOWARD
 CU1104  USGS QUAD   -  COAHOMA (1971)
 CU1104
 CU1104                         *CURRENT SURVEY CONTROL
 CU1104  ___________________________________________________________________
 CU1104* NAD 83(1993)-  32 17 21.20931(N)    101 19 10.00062(W)     ADJUSTED  
 CU1104* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 CU1104  ___________________________________________________________________
 CU1104  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CU1104  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CU1104
 CU1104  HORZ ORDER  -  SECOND
 CU1104
 CU1104.The horizontal coordinates were established by classical geodetic methods
 CU1104.and adjusted by the National Geodetic Survey in February 1996..
 CU1104
 CU1104.The orthometric height was scaled from a topographic map.
 CU1104
 CU1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1104
 CU1104.The geoid height was determined by GEOID03.
 CU1104
 CU1104;                    North         East     Units Scale Factor Converg.
 CU1104;SPC TXNC     - 2,072,600.259   334,463.899   MT  0.99996047   -1 32 15.8
 CU1104;SPC TXNC     - 6,799,856.02  1,097,320.31   sFT  0.99996047   -1 32 15.8
 CU1104;UTM  14      - 3,574,857.284   281,580.766   MT  1.00018835   -1 14 22.3
 CU1104
 CU1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1104!SPC TXNC     -   0.99988861  x   0.99996047  =   0.99984908
 CU1104!UTM  14      -   0.99988861  x   1.00018835  =   1.00007694
 CU1104
 CU1104:                Primary Azimuth Mark                     Grid Az
 CU1104:SPC TXNC     -  COAHOMA MUN TANK                         051 59 27.9
 CU1104:UTM  14      -  COAHOMA MUN TANK                         051 41 34.4
 CU1104
 CU1104|---------------------------------------------------------------------|
 CU1104| PID    Reference Object                     Distance      Geod. Az  |
 CU1104|                                                           dddmmss.s |
 CU1104| CU1103 COAHOMA MUN TANK                    APPROX. 2.1 KM 0502712.1 |
 CU1104| CH8632 COAHOMA RM 1                         11.824 METERS 07449     |
 CU1104| CH8633 COAHOMA RM 2                          7.346 METERS 25431     |
 CU1104| CH8631 COAHOMA AZ MK                                      2564109.0 |
 CU1104|---------------------------------------------------------------------|
 CU1104
 CU1104                          SUPERSEDED SURVEY CONTROL
 CU1104
 CU1104  NAD 83(1986)-  32 17 21.21475(N)    101 19 09.99248(W) AD(       ) 2
 CU1104  NAD 27      -  32 17 20.78373(N)    101 19 08.55274(W) AD(       ) 2
 CU1104
 CU1104.Superseded values are not recommended for survey control.
 CU1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1104.See file dsdata.txt to determine how the superseded data were derived.
 CU1104
 CU1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA8158174857(NAD 83)
 CU1104_MARKER: DS = TRIANGULATION STATION DISK
 CU1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1104
 CU1104  HISTORY     - Date     Condition        Report By
 CU1104  HISTORY     - 1968     MONUMENTED       CGS
 CU1104
 CU1104                          STATION DESCRIPTION
 CU1104
 CU1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1104'STATION IS LOCATED 9-1/2 MILES EAST-NORTHEAST OF BIG SPRING, 0.8
 CU1104'MILE WEST OF COAHOMA, ON THE SOUTH SIDE OF INTERSTATE HIGHWAY 20,
 CU1104'ON THE HIGHWAY RIGHT-OF-WAY.
 CU1104'
 CU1104'TO REACH FROM THE JUNCTION OF HIGHWAYS INTERSTATE 20 AND FARM
 CU1104'ROAD 820 (BROADWAY AVENUE) IN COAHOMA GO WEST ON FRONTAGE ROAD ON
 CU1104'THE SOUTH SIDE OF INTERSTATE HIGHWAY 20 FOR 0.8 MILE TO A DRIVEWAY
 CU1104'ON THE LEFT, CONTINUE WEST ON FRONTAGE ROAD FOR 0.05 MILE TO THE
 CU1104'STATION ON THE LEFT, CONTINUE WEST ON FRONTAGE ROAD FOR 0.4 MILE
 CU1104'TO THE AZIMUTH MARK ON THE RIGHT.
 CU1104'
 CU1104'STATION MARK, A STANDARD DISK STAMPED COAHOMA 1968, SET IN THE TOP
 CU1104'OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND
 CU1104'SURFACE.  IT IS 29 FEET SOUTH OF THE CENTER OF THE FRONTAGE ROAD,
 CU1104'27 FEET EAST OF A FENCE CORNER, 20.6 FEET EAST OF A GAS METER, 2.6
 CU1104'FEET NORTH OF A FENCE AND 2.6 FEET NORTH OF A METAL WITNESS POST.
 CU1104'
 CU1104'REFERENCE MARK 1, A STANDARD DISK STAMPED COAHOMA NO 1 1968, SET IN
 CU1104'THE TOP OF A 12-INCH CONCRETE CYLINDER, FLUSH WITH THE SURFACE
 CU1104'OF THE GROUND.  IT IS 97 FEET WEST OF THE CENTER OF A GRAVELED
 CU1104'DRIVEWAY, 38.9 FEET EAST OF A METAL WITNESS POST, 27 FEET SOUTH OF
 CU1104'THE CENTER OF THE FRONTAGE ROAD AND 2.4 FEET NORTH OF THE FENCE.
 CU1104'
 CU1104'REFERENCE MARK 2, A STANDARD DISK STAMPED COAHOMA NO 2 1968, SET IN
 CU1104'THE TOP OF A 12-INCH CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF
 CU1104'THE GROUND.  IT IS 29 FEET SOUTH OF THE CENTER OF THE FRONTAGE
 CU1104'ROAD, 24.6 FEET WEST OF A METAL WITNESS POST, 3.5 FEET NORTHEAST OF
 CU1104'THE FENCE CORNER, 2.5 FEET NORTHWEST OF A TELEPHONE POLE WITH A
 CU1104'TRIANGLE BLAZE AND 2.4 NORTH OF THE FENCE.
 CU1104'
 CU1104'AZIMUTH MARK, A STANDARD DISK STAMPED COAHOMA 1968, CEMENTED IN A
 CU1104'DRILL HOLE IN THE SOUTHEAST CORNER OF A CULVERT HEADWALL ON THE
 CU1104'SOUTH SIDE OF INTERSTATE HIGHWAY 20, 37 FEET SOUTH OF THE EAST
 CU1104'BOUND LANE OF INTERSTATE HIGHWAY 20, 31 FEET NORTH OF THE CENTER
 CU1104'OF THE FRONTAGE ROAD AND 5.2 FEET EAST OF A METAL POST.
 CU1104'
 CU1104'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1103 ***********************************************************************
 CU1103  DESIGNATION -  COAHOMA MUN TANK
 CU1103  PID         -  CU1103
 CU1103  STATE/COUNTY-  TX/HOWARD
 CU1103  USGS QUAD   -  COAHOMA (1971)
 CU1103
 CU1103                         *CURRENT SURVEY CONTROL
 CU1103  ___________________________________________________________________
 CU1103* NAD 83(1993)-  32 18 04.79663(N)    101 18 07.84129(W)     ADJUSTED  
 CU1103* NAVD 88     -                                                        
 CU1103  ___________________________________________________________________
 CU1103  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 CU1103  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CU1103
 CU1103  HORZ ORDER  -  THIRD
 CU1103
 CU1103.The horizontal coordinates were established by classical geodetic methods
 CU1103.and adjusted by the National Geodetic Survey in February 1996..
 CU1103
 CU1103
 CU1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1103
 CU1103.The geoid height was determined by GEOID03.
 CU1103
 CU1103;                    North         East     Units Scale Factor Converg.
 CU1103;SPC TXNC     - 2,073,898.851   336,125.481   MT  0.99995771   -1 31 41.9
 CU1103;SPC TXNC     - 6,804,116.48  1,102,771.68   sFT  0.99995771   -1 31 41.9
 CU1103;UTM  14      - 3,576,164.792   283,235.946   MT  1.00017946   -1 13 50.5
 CU1103
 CU1103                          SUPERSEDED SURVEY CONTROL
 CU1103
 CU1103  NAD 83(1986)-  32 18 04.80247(N)    101 18 07.83286(W) AD(       ) 4
 CU1103  NAD 27      -  32 18 04.37274(N)    101 18 06.39385(W) AD(       ) 3
 CU1103
 CU1103.Superseded values are not recommended for survey control.
 CU1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1103.See file dsdata.txt to determine how the superseded data were derived.
 CU1103
 CU1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA8323676165(NAD 83)
 CU1103_MARKER: 53 = ELEVATED TANK
 CU1103
 CU1103  HISTORY     - Date     Condition        Report By
 CU1103  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1103
 CU1103                          STATION DESCRIPTION
 CU1103
 CU1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1103'IS A STEEL TANK SUPPORTED BY FOUR STRUCTURAL STEEL LEGS, PAINTED
 CU1103'SILVER AND ABOUT 125 FEET IN HEIGHT.
 CU1103'
 CU1103'STATION IS LOCATED ABOUT 300 FEET SOUTHEAST OF THE INTERSECTION
 CU1103'OF HIGH SCHOOL DRIVE AND NORTH COLLEGE STREET, WHICH IS IN THE
 CU1103'NORTHEAST PART OF TOWN.
 CU1103'
 CU1103'POINT INTERSECTED, TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0645 ***********************************************************************
 BN0645  DESIGNATION -  COAL
 BN0645  PID         -  BN0645
 BN0645  STATE/COUNTY-  TX/GILLESPIE
 BN0645  USGS QUAD   -  WILLOW CITY (1967)
 BN0645
 BN0645                         *CURRENT SURVEY CONTROL
 BN0645  ___________________________________________________________________
 BN0645* NAD 83(1993)-  30 28 49.01615(N)    098 37 58.27159(W)     ADJUSTED  
 BN0645* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 BN0645  ___________________________________________________________________
 BN0645  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 BN0645  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 BN0645
 BN0645  HORZ ORDER  -  THIRD
 BN0645
 BN0645.The horizontal coordinates were established by classical geodetic methods
 BN0645.and adjusted by the National Geodetic Survey in February 1996..
 BN0645
 BN0645.The orthometric height was scaled from a topographic map.
 BN0645
 BN0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0645
 BN0645.The geoid height was determined by GEOID03.
 BN0645
 BN0645;                    North         East     Units Scale Factor Converg.
 BN0645;SPC TX C     - 3,091,441.945   863,258.224   MT  0.99992282   +0 52 33.1
 BN0645;SPC TX C     -10,142,505.78  2,832,206.36   sFT  0.99992282   +0 52 33.1
 BN0645;UTM  14      - 3,372,063.738   535,238.821   MT  0.99961532   +0 11 10.4
 BN0645
 BN0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0645!SPC TX C     -   0.99994517  x   0.99992282  =   0.99986800
 BN0645!UTM  14      -   0.99994517  x   0.99961532  =   0.99956052
 BN0645
 BN0645|---------------------------------------------------------------------|
 BN0645| PID    Reference Object                     Distance      Geod. Az  |
 BN0645|                                                           dddmmss.s |
 BN0645| CV4595 COAL RM 1                             6.359 METERS 04154     |
 BN0645| BN0641 SANDY HILL MICROWAVE RAD MAST       APPROX.10.1 KM 1433440.2 |
 BN0645| CV4594 COAL AZ MK                                         1764100.3 |
 BN0645| CV4596 COAL RM 2                             6.675 METERS 22333     |
 BN0645|---------------------------------------------------------------------|
 BN0645
 BN0645                          SUPERSEDED SURVEY CONTROL
 BN0645
 BN0645  NAD 83(1986)-  30 28 49.02667(N)    098 37 58.25746(W) AD(       ) 3
 BN0645  NAD 27      -  30 28 48.34510(N)    098 37 57.14510(W) AD(       ) 3
 BN0645
 BN0645.Superseded values are not recommended for survey control.
 BN0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0645.See file dsdata.txt to determine how the superseded data were derived.
 BN0645
 BN0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU3523972064(NAD 83)
 BN0645_MARKER: DS = TRIANGULATION STATION DISK
 BN0645_SETTING: 66 = SET IN ROCK OUTCROP
 BN0645
 BN0645  HISTORY     - Date     Condition        Report By
 BN0645  HISTORY     - 1956     MONUMENTED       CGS
 BN0645  HISTORY     - 19930804 GOOD             USPSQD
 BN0645  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0645
 BN0645                          STATION DESCRIPTION
 BN0645
 BN0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0645'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF ECKERT,
 BN0645'7 MILES NORTHEAST OF WILLOW CITY, 1 MILE SOUTH OF THE
 BN0645'LLANO-GILLESPIE COUNTY LINE, 1/2 MILE WEST OF COAL CREEK,
 BN0645'ON THE HIGHEST POINT OF A LOW NARROW ROCKY RIDGE ABOUT 150
 BN0645'FEET NORTH OF A FARM ROAD, 7.5 FEET NORTH OF A TRIANGULAR
 BN0645'BLAZED 12 INCH TREE, AND 7 FEET NORTH-NORTHWEST OF A WHITE
 BN0645'4 IN X 4 IN WITNESS POST.
 BN0645'
 BN0645'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 BN0645'16 AND FARM ROAD 1323 IN ECKERT, GO NORTH ON STATE HIGHWAY
 BN0645'16 FOR 5.5 MILES TO A SIDE ROAD ON THE RIGHT AND SIGN COAL
 BN0645'CREEK ROAD, TURN RIGHT CROSS CATTLE GUARD AND FOLLOW THE
 BN0645'MAIN DIRT ROAD EASTERLY FOR 5.1 MILES TO A SIDE ROAD ON
 BN0645'THE LEFT AT TOP OF SADDLE, (THIS IS 0.1 MILE SOUTHWEST OF
 BN0645'A QUARRY) TURN LEFT (NORTH) FOR 0.1 MILE AND THE STATION IS
 BN0645'ON THE SUMMIT OF THE NARROW RIDGE ON THE LEFT.
 BN0645'
 BN0645'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE T-INTERSECTION
 BN0645'0.1 MILE SOUTH-SOUTHEAST OF THE STATION, GO EASTERLY ON
 BN0645'THE MAIN ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT
 BN0645'AS DESCRIBED BELOW.
 BN0645'
 BN0645'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0645'AND THE DISK IS STAMPED COAL 1956.
 BN0645'
 BN0645'REFERENCE MARK 1 IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0645'AND THE DISK IS STAMPED COAL NO 1 1956.
 BN0645'
 BN0645'REFERENCE MARK 2 IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0645'AND THE DISK IS STAMPED COAL NO 2 1956.
 BN0645'
 BN0645'THE AZIMUTH MARK IS 72 FEET SOUTH OF THE CENTER OF THE DIRT
 BN0645'ROAD, AND 3 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 BN0645'THE MARK IS FLUSH WITH THE SURFACE OF THE BEDROCK, AND THE
 BN0645'DISK IS STAMPED COAL 1956.
 BN0645'
 BN0645'ALL MARKS ARE STANDARD DISKS SET IN CEMENT IN DRILL HOLES
 BN0645'IN OUTCROPPING BEDROCK.
 BN0645'
 BN0645'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0645
 BN0645                          STATION RECOVERY (1993)
 BN0645
 BN0645'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0645'RECOVERED IN GOOD CONDITION.
 BN0645
 BN0645                          STATION RECOVERY (1996)
 BN0645
 BN0645'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1517 ***********************************************************************
 AB1517  DESIGNATION -  COAST 1939
 AB1517  PID         -  AB1517
 AB1517  STATE/COUNTY-  TX/CAMERON
 AB1517  USGS QUAD   -  PORT ISABEL NW (1983)
 AB1517
 AB1517                         *CURRENT SURVEY CONTROL
 AB1517  ___________________________________________________________________
 AB1517* NAD 83(1993)-  26 14 29.44880(N)    097 11 23.32665(W)     ADJUSTED  
 AB1517* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1517  ___________________________________________________________________
 AB1517  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 AB1517  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AB1517
 AB1517  HORZ ORDER  -  SECOND
 AB1517
 AB1517.The horizontal coordinates were established by classical geodetic methods
 AB1517.and adjusted by the National Geodetic Survey in February 1996..
 AB1517
 AB1517.The orthometric height was scaled from a topographic map.
 AB1517
 AB1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1517
 AB1517.The geoid height was determined by GEOID03.
 AB1517
 AB1517;                    North         East     Units Scale Factor Converg.
 AB1517;SPC TX S     - 5,064,369.328   430,898.843   MT  0.99998199   +0 35 41.4
 AB1517;SPC TX S     -16,615,351.70  1,413,707.29   sFT  0.99998199   +0 35 41.4
 AB1517;UTM  14      - 2,903,693.532   680,805.712   MT  1.00000364   +0 48 02.2
 AB1517
 AB1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1517!SPC TX S     -   1.00000264  x   0.99998199  =   0.99998463
 AB1517!UTM  14      -   1.00000264  x   1.00000364  =   1.00000628
 AB1517
 AB1517:                Primary Azimuth Mark                     Grid Az
 AB1517:SPC TX S     -  BEACH 1939                               167 38 34.8
 AB1517:UTM  14      -  BEACH 1939                               167 26 14.0
 AB1517
 AB1517|---------------------------------------------------------------------|
 AB1517| PID    Reference Object                     Distance      Geod. Az  |
 AB1517|                                                           dddmmss.s |
 AB1517| AB1519 BEACH 1939                          APPROX. 6.2 KM 1681416.2 |
 AB1517|---------------------------------------------------------------------|
 AB1517
 AB1517                          SUPERSEDED SURVEY CONTROL
 AB1517
 AB1517  NAD 83(1986)-  26 14 29.46576(N)    097 11 23.28334(W) AD(       ) 2
 AB1517  NAD 27      -  26 14 28.19600(N)    097 11 22.38300(W) AD(       ) 2
 AB1517
 AB1517.Superseded values are not recommended for survey control.
 AB1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1517.See file dsdata.txt to determine how the superseded data were derived.
 AB1517
 AB1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ8080603694(NAD 83)
 AB1517_MARKER: P = PIPE CAP
 AB1517_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1517_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AB1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1517+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2001
 AB1517
 AB1517  HISTORY     - Date     Condition        Report By
 AB1517  HISTORY     - 1939     MONUMENTED       CGS
 AB1517  HISTORY     - 1949     GOOD             CGS
 AB1517  HISTORY     - 1958     GOOD             SHELL
 AB1517  HISTORY     - 1964     GOOD             CGS
 AB1517  HISTORY     - 1968     GOOD             CGS
 AB1517  HISTORY     - 1976     GOOD             NGS
 AB1517  HISTORY     - 1979     GOOD             NGS
 AB1517  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 AB1517  HISTORY     - 20010217 GOOD             LOCSUR
 AB1517
 AB1517                          STATION DESCRIPTION
 AB1517
 AB1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1517'STATION COAST IS LOCATED ABOUT 12 MILES NNW OF BRAZOS SANTIAGO
 AB1517'PASS AND ABOUT 0.5 MILE W OF BEACH, NEAR W SIDE OF THE ISLAND,
 AB1517'150 FEET NW OF A HIGH BARE SAND DUNE, NEAR NW POINT OF A
 AB1517'GRASS-COVERED FLAT, ENTIRELY SURROUNDED BY DUNES.
 AB1517'
 AB1517'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AB1517'TOP OF A 3-INCH GALVANIZED-IRON PIPE, EMBEDDED IN CONCRETE
 AB1517'AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1517'
 AB1517'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1517
 AB1517                          STATION RECOVERY (1949)
 AB1517
 AB1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1517'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AB1517'
 AB1517'STATION IS LOCATED NEAR THE W SIDE OF PADRE ISLAND, ABOUT
 AB1517'12.0 MILES NNW OF PORT ISABEL COAST GUARD STATION.  IT IS
 AB1517'25 FEET W OF THE BASE OF THE W SLOPE OF A PROMINENT GRASS-COVERED
 AB1517'DUNE, THE CENTER OF A 500-BY 600-FOOT GRASS ISLAND IN A
 AB1517'LARGE SAND FLAT, 150 FEET E OF THE W EDGE OF GRASS, ABOUT
 AB1517'2,000 FEET E OF LAGUNA MADRE WATER LINE, AND 2 FEET W OF
 AB1517'A 4- BY 4-INCH WITNESS POST.
 AB1517'
 AB1517'TO REACH, CROSS LAGUNA MADRE BY BOAT FROM PORT ISABEL TO
 AB1517'PORT ISABEL COAST GUARD STATION, THEN BY 4-WHEEL DRIVE VEHICLE
 AB1517'ABOUT 0.7 MILE SE OF BRAZOS SANTIAGO N JETTY, THEN 12.1
 AB1517'MILES NNW ALONG MEAN HIGH-WATER LINE, THEN W 2,800 FEET
 AB1517'TO STATION.
 AB1517'
 AB1517'STATION MARK IS A BRONZE DISK, STAMPED COAST 1939, SCREWED
 AB1517'INTO THE TOP OF A 3-INCH GALVANIZED-IRON PIPE EMBEDDED IN
 AB1517'CONCRETE AND PROJECTING 12 INCHES ABOVE THE GROUND.
 AB1517
 AB1517                          STATION RECOVERY (1958)
 AB1517
 AB1517'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB1517'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AB1517
 AB1517                          STATION RECOVERY (1964)
 AB1517
 AB1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CHS)
 AB1517'STATION WAS RECOVERED IN GOOD CONDITION.
 AB1517
 AB1517                          STATION RECOVERY (1968)
 AB1517
 AB1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1517'STATION MARK RECOVERED IN GOOD CONDITION.
 AB1517'
 AB1517'THE 1949 RECOVERY NOTE, BY G.E.M. JR., IS ADEQUATE EXCEPT
 AB1517'FOR THE TO REACH
 AB1517'
 AB1517'A NEW TO REACH FOLLOWS--
 AB1517'
 AB1517'TO REACH THE STATION FROM THE POST OFFICE IN PORT ISABEL,
 AB1517'GO EAST, ACROSS LAGUNA MADRE ON TEXAS PARK ROAD 100 FOR 2.8
 AB1517'MILES TO A Y INTERSECTION, KEEP LEFT AT Y AND CONTINUE ON
 AB1517'PARK ROAD 100 FOR 4.1 MILES TO A ROAD RIGHT, TURN RIGHT
 AB1517'AND GO 0.2 MILES TO THE BEACH, TURN NORTH ALONG MHWL AND
 AB1517'GO 7.1 MILES.  STATION IS ABOUT 0.5 MILE WEST OF MHWL AND
 AB1517'JUST WEST AND DIRECTLY BEHIND A LONG LOW GRASS COVERED DUNE.
 AB1517'
 AB1517'THE STATION CAN BEST BE REACHED BY A 4 WHEEL DRIVE VEHICLE.
 AB1517
 AB1517                          STATION RECOVERY (1976)
 AB1517
 AB1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRL)
 AB1517'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT IS 0.2 MILE
 AB1517'WEST OF PARK ROAD 100, ON A GRASSY ISLAND SURROUNDED BY SAND FLATS,
 AB1517'ABOUT 25 FEET WEST OF AND 10 FEET LOWER THAN THE NORTH-SOUTH SAND
 AB1517'RIDGE ON THIS ISLAND AND 2 FEET WEST OF A METAL WITNESS POST.
 AB1517'
 AB1517'TO REACH FROM THE EAST END OF THE BRIDGE OF STATE HIGHWAY 100 AT
 AB1517'SOUTH PADRE ISLAND, GO EAST FOR 0.3 MILE, TURN LEFT AND GO NORTH FOR
 AB1517'4.1 MILES TO SIDE ROAD RIGHT AND THE NORTH ENTRANCE TO ANDY BOWIE
 AB1517'PARK.  CONTINUE NORTH FOR 2.95 MILES TO STATION BEACH 1939 ON
 AB1517'LEFT.  CONTINUE NORTH ON PARK ROAD 100 FOR 3.9 MILES TO TRACK ROAD
 AB1517'LEFT.  TURN LEFT AND GO WEST ON THIS TRACK ROAD ACROSS SAND FLATS
 AB1517'FOR 0.2 MILE TO THIS GRASSY ISLAND AND STATION ON THE WEST SIDE
 AB1517'OF THE GRASSY SAND RIDGE.
 AB1517'
 AB1517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTH OF
 AB1517'SOUTH PADRE ISLAND.
 AB1517
 AB1517                          STATION RECOVERY (1979)
 AB1517
 AB1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1517'STATION NOT OCCUPIED.
 AB1517'
 AB1517'STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1939 BY
 AB1517'P. L. B.
 AB1517'
 AB1517'STATION MARK, A STANDARD DISK, STAMPED COAST 1939 AND SCREWED TO THE
 AB1517'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1 FOOT, IS ON THE WEST SIDE
 AB1517'OF A PROMINENT SAND DUNE THAT IS SURROUNDED BY A LARGE MUD FLAT.
 AB1517'
 AB1517'TO REACH FROM THE SOUTH PADRE ISLAND WATER TANK, AT THE NORTH EDGE OF
 AB1517'THE VILLAGE OF SOUTH PADRE ISLAND, GO NORTH ON PARK ROAD 100 FOR 7.3
 AB1517'MILES TO A DIM TRACK ROAD LEFT (OUT ACROSS A LARGE MUD FLAT THAT
 AB1517'CAN BE DRIVEN IN DRY WEATHER).  TURN LEFT AND GO WEST ACROSS MUD
 AB1517'FLAT FOR ABOUT 0.35 MILE TO A PROMINENT SAND DUNE AND END OF TRUCK
 AB1517'TRAVEL.  PACK WESTERLY ACROSS SAND DUNE FOR ABOUT 200 YARDS TO
 AB1517'STATION AS DESCRIBED.
 AB1517'
 AB1517'A HELICOPTER CAN LAND JUST TO THE WEST OF THE STATION.
 AB1517'
 AB1517'NOTE--THE TRACK ROAD MENTIONED ABOVE IS ABOUT 1/2 MILE SOUTH OF THE
 AB1517'PRESENT END OF PARK ROAD 100.
 AB1517'
 AB1517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTH OF
 AB1517'SOUTH PADRE ISLAND.
 AB1517
 AB1517                          STATION RECOVERY (1991)
 AB1517
 AB1517'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1517'MARK NOT FOUND.
 AB1517
 AB1517                          STATION RECOVERY (2001)
 AB1517
 AB1517'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SR)
 AB1517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1290 ***********************************************************************
 CR1290  DESIGNATION -  COATS
 CR1290  PID         -  CR1290
 CR1290  STATE/COUNTY-  TX/SMITH
 CR1290  USGS QUAD   -  CHANDLER (1973)
 CR1290
 CR1290                         *CURRENT SURVEY CONTROL
 CR1290  ___________________________________________________________________
 CR1290* NAD 83(1993)-  32 15 34.19862(N)    095 26 03.78123(W)     ADJUSTED  
 CR1290* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 CR1290  ___________________________________________________________________
 CR1290  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CR1290  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CR1290
 CR1290  HORZ ORDER  -  SECOND
 CR1290
 CR1290.The horizontal coordinates were established by classical geodetic methods
 CR1290.and adjusted by the National Geodetic Survey in February 1996..
 CR1290
 CR1290.The orthometric height was scaled from a topographic map.
 CR1290
 CR1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1290
 CR1290.The geoid height was determined by GEOID03.
 CR1290
 CR1290;                    North         East     Units Scale Factor Converg.
 CR1290;SPC TXNC     - 2,069,954.892   888,810.479   MT  0.99996745   +1 40 19.1
 CR1290;SPC TXNC     - 6,791,177.01  2,916,039.05   sFT  0.99996745   +1 40 19.1
 CR1290;SPC TX C     - 3,297,619.049 1,161,516.056   MT  1.00012274   +2 31 23.7
 CR1290;SPC TX C     -10,818,938.50  3,810,740.59   sFT  1.00012274   +2 31 23.7
 CR1290;UTM  15      - 3,571,801.103   270,679.517   MT  1.00024855   -1 17 59.8
 CR1290
 CR1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1290!SPC TXNC     -   0.99997994  x   0.99996745  =   0.99994739
 CR1290!SPC TX C     -   0.99997994  x   1.00012274  =   1.00010268
 CR1290!UTM  15      -   0.99997994  x   1.00024855  =   1.00022849
 CR1290
 CR1290:                Primary Azimuth Mark                     Grid Az
 CR1290:SPC TXNC     -  TYLER TELEVISION STA KLTV MAST           055 18 59.6
 CR1290:SPC TX C     -  TYLER TELEVISION STA KLTV MAST           054 27 55.0
 CR1290:UTM  15      -  TYLER TELEVISION STA KLTV MAST           058 17 18.5
 CR1290
 CR1290|---------------------------------------------------------------------|
 CR1290| PID    Reference Object                     Distance      Geod. Az  |
 CR1290|                                                           dddmmss.s |
 CR1290| CR1284 TYLER TELEVISION STA KLTV MAST      APPROX.18.8 KM 0565918.7 |
 CR1290| CR1287 GENERAL ELECTRIC CORP WATER TK      APPROX.16.9 KM 0763339.7 |
 CR1290| CX9264 COATS RM 1                           46.665 METERS 09152     |
 CR1290| CX9263 COATS AZ MK                                        1652838.6 |
 CR1290| CX9265 COATS RM 2                           39.935 METERS 26154     |
 CR1290|---------------------------------------------------------------------|
 CR1290
 CR1290                          SUPERSEDED SURVEY CONTROL
 CR1290
 CR1290  NAD 83(1986)-  32 15 34.20698(N)    095 26 03.76684(W) AD(       ) 2
 CR1290  NAD 27      -  32 15 33.66360(N)    095 26 02.92740(W) AD(       ) 2
 CR1290
 CR1290.Superseded values are not recommended for survey control.
 CR1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1290.See file dsdata.txt to determine how the superseded data were derived.
 CR1290
 CR1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7068071801(NAD 83)
 CR1290_MARKER: DS = TRIANGULATION STATION DISK
 CR1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1290
 CR1290  HISTORY     - Date     Condition        Report By
 CR1290  HISTORY     - 1958     MONUMENTED       CGS
 CR1290  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 CR1290
 CR1290                          STATION DESCRIPTION
 CR1290
 CR1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1290'THE STATION IS LOCATED ON A SANDY OVAL HILL AND THE NORTH
 CR1290'PART OF THE HILL IS FARMED WHILE THE SOUTH PART IS TIMBERED,
 CR1290'ABOUT 10 MILES SOUTHWEST OF TYLER, ABOUT 1.5 MILES EAST
 CR1290'OF THE NECHES RIVER, 31 FEET NORTH OF A FENCE LINE AND NEAR
 CR1290'THE SOUTH EDGE OF FIELD.  THE MARK PROJECTS 4 INCHES ABOVE
 CR1290'THE SURFACE OF THE GROUND AND IS STAMPED COATS 1958.
 CR1290'
 CR1290'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A WIRE FENCE.  THE
 CR1290'MARK PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND AND
 CR1290'IS STAMPED COATS NO 1 1958.
 CR1290'
 CR1290'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF A WIRE FENCE AND
 CR1290'1 FOOT EAST OF A SMALL TREE.  THE MARK PROJECTS 3 INCHES
 CR1290'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED COATS NO
 CR1290'2 1958.
 CR1290'
 CR1290'AZIMUTH MARK IS 23 EAST OF THE CENTER OF A DIRT ROAD, 2
 CR1290'FEET NORTH OF A WITNESS POST AND SET IN A FENCE LINE.  THE
 CR1290'MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND
 CR1290'IS STAMPED COATS 1958.
 CR1290'
 CR1290'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 CR1290'69 AND STATE ROAD NO. 110 IN THE SOUTH EDGE OF TYLER, GO
 CR1290'SOUTH ON U.S. HIGHWAY NO. 69 FOR 6.0 MILES TO A SIDE ROAD
 CR1290'ON THE RIGHT AND A SIGN GRESHAM, TURN RIGHT AND GO WEST
 CR1290'FOR 2.5 MILES TO GRESHAM, CONTINUE WESTERLY FOR 3.6 MILES
 CR1290'TO NOODAY, CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 CR1290'1.1 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO WEST
 CR1290'FOR 0.5 MILE TO A T-ROAD, TURN RIGHT AND GO NORTH FOR 0.3
 CR1290'MILE TO A T-ROAD, TURN LEFT AND GO WEST FOR 1.0 MILE TO
 CR1290'A T-ROAD, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A WIRE
 CR1290'GATE ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO THE STATION
 CR1290'AS DESCRIBED.
 CR1290'
 CR1290'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE
 CR1290'WIRE GATE, TURN RIGHT AND GO 0.1 MILE TO A SIDE ROAD ON
 CR1290'THE LEFT, CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.15
 CR1290'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 CR1290'
 CR1290'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CR1290
 CR1290                          STATION RECOVERY (2004)
 CR1290
 CR1290'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0157 ***********************************************************************
 CS0157  DESIGNATION -  COBB
 CS0157  PID         -  CS0157
 CS0157  STATE/COUNTY-  TX/KAUFMAN
 CS0157  USGS QUAD   -  WILLS POINT (1981)
 CS0157
 CS0157                         *CURRENT SURVEY CONTROL
 CS0157  ___________________________________________________________________
 CS0157* NAD 83(1993)-  32 42 45.06261(N)    096 04 43.94957(W)     ADJUSTED  
 CS0157* NAVD 88     -       160.738  (meters)     527.35   (feet)  ADJUSTED  
 CS0157  ___________________________________________________________________
 CS0157  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CS0157  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0157  DYNAMIC HT  -         160.558 (meters)     526.76  (feet)  COMP
 CS0157  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 CS0157
 CS0157  HORZ ORDER  -  SECOND
 CS0157  VERT ORDER  -  SECOND    CLASS 0
 CS0157
 CS0157.The horizontal coordinates were established by classical geodetic methods
 CS0157.and adjusted by the National Geodetic Survey in February 1996..
 CS0157
 CS0157.The orthometric height was determined by differential leveling
 CS0157.and adjusted by the National Geodetic Survey in June 1991..
 CS0157
 CS0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0157
 CS0157.The geoid height was determined by GEOID03.
 CS0157
 CS0157.The dynamic height is computed by dividing the NAVD 88
 CS0157.geopotential number by the normal gravity value computed on the
 CS0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0157.degrees latitude (g = 980.6199 gals.).
 CS0157
 CS0157.The modeled gravity was interpolated from observed gravity values.
 CS0157
 CS0157;                    North         East     Units Scale Factor Converg.
 CS0157;SPC TXNC     - 2,118,589.669   826,947.794   MT  0.99989003   +1 19 13.7
 CS0157;SPC TXNC     - 6,950,739.61  2,713,077.89   sFT  0.99989003   +1 19 13.7
 CS0157;UTM  14      - 3,623,191.417   773,810.559   MT  1.00052457   +1 34 46.7
 CS0157;UTM  15      - 3,623,610.378   211,397.018   MT  1.00062718   -1 39 54.2
 CS0157
 CS0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0157!SPC TXNC     -   0.99997875  x   0.99989003  =   0.99986879
 CS0157!UTM  14      -   0.99997875  x   1.00052457  =   1.00050331
 CS0157!UTM  15      -   0.99997875  x   1.00062718  =   1.00060592
 CS0157
 CS0157|---------------------------------------------------------------------|
 CS0157| PID    Reference Object                     Distance      Geod. Az  |
 CS0157|                                                           dddmmss.s |
 CS0157| CS0158 COBB RM 1                            51.529 METERS 14318     |
 CS0157| CS0160 COBB AZ MK                                         2762810.5 |
 CS0157| CS0159 COBB RM 2                            65.023 METERS 28009     |
 CS0157|---------------------------------------------------------------------|
 CS0157
 CS0157                          SUPERSEDED SURVEY CONTROL
 CS0157
 CS0157  NAD 83(1986)-  32 42 45.06994(N)    096 04 43.93492(W) AD(       ) 2
 CS0157  NAD 27      -  32 42 44.60300(N)    096 04 43.04100(W) AD(       ) 2
 CS0157  NGVD 29 (??/??/92)  160.743  (m)          527.37   (f) ADJ UNCH    2 0
 CS0157
 CS0157.Superseded values are not recommended for survey control.
 CS0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0157.See file dsdata.txt to determine how the superseded data were derived.
 CS0157
 CS0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7381123191(NAD 83)
 CS0157_MARKER: DS = TRIANGULATION STATION DISK
 CS0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0157_STAMPING: COBB 1949
 CS0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0157+STABILITY: SURFACE MOTION
 CS0157
 CS0157  HISTORY     - Date     Condition        Report By
 CS0157  HISTORY     - 1949     MONUMENTED       CGS
 CS0157  HISTORY     - 1952     GOOD             CGS
 CS0157  HISTORY     - 1952     GOOD             NGS
 CS0157  HISTORY     - 1955     GOOD             TXHD
 CS0157  HISTORY     - 1956     GOOD             CGS
 CS0157  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CS0157  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CS0157  HISTORY     - 1988     GOOD             USPSQD
 CS0157  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0157
 CS0157                          STATION DESCRIPTION
 CS0157
 CS0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS0157'THE STATION IS LOCATED ABOUT 4.0 MILES WEST OF WILLS POINT,
 CS0157'1.0 MILE EAST OF THE VILLAGE OF COBB, ALONG THE SOUTH SIDE
 CS0157'OF U.S. HIGHWAY 80.  IT IS 85 FEET SOUTH OF THE CENTERLINE
 CS0157'OF THE HIGHWAY, 38 FEET NORTH-NORTHEAST OF A POWERLINE POLE
 CS0157'AND 10 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 3
 CS0157'INCHES AND THE DISK IS STAMPED COBB 1949.
 CS0157'
 CS0157'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND 24 FEET
 CS0157'NORTHWEST OF THE CENTERLINE OF A DIRT ROAD.  THE MARK PROJECTS
 CS0157'6 INCHES AND THE DISK IS STAMPED COBB NO 1 1949.
 CS0157'
 CS0157'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 65
 CS0157'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 45 FEET
 CS0157'SOUTHEAST OF A MAIL BOX.  THE MARK PROJECTS 6 INCHES AND
 CS0157'THE DISK IS STAMPED COBB NO 2 1949.
 CS0157'
 CS0157'AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 51 FEET
 CS0157'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE, 29 FEET
 CS0157'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTHWEST
 CS0157'OF A WITNESS POST AND 1.5 FEET SOUTH OF A GUARD POST.  THE
 CS0157'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED COBB 1949.
 CS0157'
 CS0157'TO REACH FROM THE DEPOT IN WILLS POINT, GO WEST ON U.S. HIGHWAY
 CS0157'80 4.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE
 CS0157'WEST 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AT BRIDGE.
 CS0157'
 CS0157'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS0157
 CS0157                          STATION RECOVERY (1952)
 CS0157
 CS0157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CS0157'4.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS0157'STATION AT WILLS POINT, 85.5 FEET SOUTH OF THE CENTER LINE
 CS0157'OF U.S. HIGHWAY 80, 38 FEET NORTHEAST OF A POWER POLE, 3 FEET
 CS0157'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CS0157'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, A TRIANGULATION
 CS0157'STATION DISK STAMPED COBB 1949.
 CS0157'
 CS0157'COBB R.M. 1 IS 169 FEET SOUTHEAST OF TRIANGULATION STATION
 CS0157'COBB 1949, 24 FEET NORTHWEST OF THE CENTER LINE OF A DIRT
 CS0157'ROAD LEADING SOUTHWEST, A REFERENCE MARK DISK SET IN THE
 CS0157'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CS0157'GROUND, STAMPED COBB NO 1 1949.
 CS0157'
 CS0157'COBB R.M. 2 IS 190 FEET WEST OF TRIANGULATION STATION COBB
 CS0157'1949, 65 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CS0157'45 FEET SOUTHEAST OF A MAIL BOX, A REFERENCE MARK DISK SET
 CS0157'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 CS0157'THE GROUND, STAMPED COBB NO 2 1949.
 CS0157'
 CS0157'COBB 1949 AZIMUTH IS 0.3 MILE WEST OF TRIANGULATION STATION
 CS0157'COBB 1949, 10 POLES WEST OF MILEPOST 171, 51 FEET SOUTHEAST
 CS0157'OF THE SOUTHEAST CORNER OF A CONCRETE HIGHWAY BRIDGE, 29 FEET
 CS0157'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTH OF
 CS0157'THE EAST END OF A GUARD RAIL, 4 FEET NORTHWEST OF A WITNESS
 CS0157'POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST
 CS0157'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, STAMPED COBB 1949.
 CS0157
 CS0157                          STATION RECOVERY (1952)
 CS0157
 CS0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS0157'4.0 MI W FROM WILLS POINT.
 CS0157'4.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0157'AT WILLS POINT, 85.5 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CS0157'38 FEET NORTHEAST OF A POWER POLE, 3 FEET EAST OF A WITNESS POST, SET
 CS0157'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 CS0157'GROUND.
 CS0157
 CS0157                          STATION RECOVERY (1955)
 CS0157
 CS0157'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 CS0157'STATION AND R.M. 1 RECOVERED.  85.5 FT SOUTH OF CENTERLINE
 CS0157'OF U.S. 80.
 CS0157
 CS0157                          STATION RECOVERY (1956)
 CS0157
 CS0157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GF)
 CS0157'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CS0157'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 CS0157'CORRECT.
 CS0157
 CS0157                          STATION RECOVERY (1986)
 CS0157
 CS0157'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 CS0157'MARK NOT FOUND.
 CS0157
 CS0157                          STATION RECOVERY (1988)
 CS0157
 CS0157'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CS0157'MARK NOT FOUND.
 CS0157
 CS0157                          STATION RECOVERY (1988)
 CS0157
 CS0157'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0157'RECOVERED IN GOOD CONDITION.
 CS0157
 CS0157                          STATION RECOVERY (1991)
 CS0157
 CS0157'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0956 ***********************************************************************
 EN0956  DESIGNATION -  COBB
 EN0956  PID         -  EN0956
 EN0956  STATE/COUNTY-  TX/ARMSTRONG
 EN0956  USGS QUAD   -  LUTTRELL SPRINGS NE (1963)
 EN0956
 EN0956                         *CURRENT SURVEY CONTROL
 EN0956  ___________________________________________________________________
 EN0956* NAD 83(1993)-  34 59 33.55045(N)    101 18 35.08200(W)     ADJUSTED  
 EN0956* NAVD 88     -      1024.6    (meters)    3362.     (feet)  VERTCON   
 EN0956  ___________________________________________________________________
 EN0956  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 EN0956  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0956
 EN0956  HORZ ORDER  -  THIRD
 EN0956
 EN0956.The horizontal coordinates were established by classical geodetic methods
 EN0956.and adjusted by the National Geodetic Survey in February 1996..
 EN0956
 EN0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0956
 EN0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0956
 EN0956.The geoid height was determined by GEOID03.
 EN0956
 EN0956;                    North         East     Units Scale Factor Converg.
 EN0956;SPC TX N     - 1,110,138.749   217,368.500   MT  0.99993825   +0 06 36.9
 EN0956;SPC TX N     - 3,642,180.21    713,149.82   sFT  0.99993825   +0 06 36.9
 EN0956;UTM  14      - 3,874,665.810   289,193.404   MT  1.00014773   -1 19 30.2
 EN0956
 EN0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0956!SPC TX N     -   0.99984338  x   0.99993825  =   0.99978164
 EN0956!UTM  14      -   0.99984338  x   1.00014773  =   0.99999109
 EN0956
 EN0956                          SUPERSEDED SURVEY CONTROL
 EN0956
 EN0956  NAD 83(1993)-  34 59 33.55503(N)    101 18 35.07868(W) AD(       ) 3
 EN0956  NAD 83(1986)-  34 59 33.55670(N)    101 18 35.07369(W) AD(       ) 3
 EN0956  NGVD 29 (01/19/93) 1024.1    (m)         3360.     (f) VERT ANG       
 EN0956
 EN0956.Superseded values are not recommended for survey control.
 EN0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0956.See file dsdata.txt to determine how the superseded data were derived.
 EN0956
 EN0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8919374666(NAD 83)
 EN0956_MARKER: DD = SURVEY DISK
 EN0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0956+STABILITY: SURFACE MOTION
 EN0956
 EN0956  HISTORY     - Date     Condition        Report By
 EN0956  HISTORY     - 1953     MONUMENTED       USGS
 EN0956
 EN0956                          STATION DESCRIPTION
 EN0956
 EN0956'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 EN0956'STATION LOCATED ABOUT 9.0 MI. (AIRLINE) SSE. OF CLAUDE, TEXAS, 3.0
 EN0956'MI. E. OF FARM ROAD 284, ABOUT 0.1 MI. W. OF THE TOM COBB RANCH HOUSE
 EN0956'AND 0.05 MI. W. OF DRIVEWAY TO RANCH HOUSE.
 EN0956'
 EN0956'TO REACH FROM THE W. SIDE OF THE COURT HOUSE SQUARE IN CLAUDE, GO S.
 EN0956'ON FARM ROAD 284 8.3 MI. TO CROSSROADS, TURN LEFT (E.) AND FOLLOW
 EN0956'GRADED DIRT RD. 3.0 MI. TO RIGHT ANGLE CORNER S., TURN LEFT (N.),
 EN0956'CROSS CATTLEGUARD AND FOLLOW TRACK RD. ALONG W. SIDE OF FENCE 0.3 MI.
 EN0956'TO GATE ON RIGHT, TURN LEFT (W.) AND DRIVE ACROSS COUNTRY 0.05 MI. TO
 EN0956'STATION.
 EN0956'
 EN0956'STATION MARK--STANDARD TABLET STAMPED---COBB 1953---, CEMENTED IN
 EN0956'TOP OF CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0160 ***********************************************************************
 CS0160  DESIGNATION -  COBB AZ MK
 CS0160  PID         -  CS0160
 CS0160  STATE/COUNTY-  TX/KAUFMAN
 CS0160  USGS QUAD   -  WILLS POINT (1981)
 CS0160
 CS0160                         *CURRENT SURVEY CONTROL
 CS0160  ___________________________________________________________________
 CS0160* NAD 83(1986)-  32 42 48.     (N)    096 05 06.     (W)     SCALED    
 CS0160* NAVD 88     -       153.054  (meters)     502.14   (feet)  ADJUSTED  
 CS0160  ___________________________________________________________________
 CS0160  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0160  DYNAMIC HT  -         152.883 (meters)     501.58  (feet)  COMP
 CS0160  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 CS0160
 CS0160  VERT ORDER  -  SECOND    CLASS 0
 CS0160
 CS0160.The horizontal coordinates were scaled from a topographic map and have
 CS0160.an estimated accuracy of +/- 6 seconds.
 CS0160
 CS0160.The orthometric height was determined by differential leveling
 CS0160.and adjusted by the National Geodetic Survey in June 1991..
 CS0160
 CS0160.The geoid height was determined by GEOID03.
 CS0160
 CS0160.The dynamic height is computed by dividing the NAVD 88
 CS0160.geopotential number by the normal gravity value computed on the
 CS0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0160.degrees latitude (g = 980.6199 gals.).
 CS0160
 CS0160.The modeled gravity was interpolated from observed gravity values.
 CS0160
 CS0160;                    North         East    Units  Estimated Accuracy
 CS0160;SPC TXNC     - 2,118,670.      826,370.      MT  (+/- 180 meters Scaled)
 CS0160
 CS0160                          SUPERSEDED SURVEY CONTROL
 CS0160
 CS0160  NGVD 29 (??/??/92)  153.059  (m)          502.16   (f) ADJ UNCH    2 0
 CS0160
 CS0160.Superseded values are not recommended for survey control.
 CS0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0160.See file dsdata.txt to determine how the superseded data were derived.
 CS0160
 CS0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB732232(NAD 83)
 CS0160_MARKER: DZ = AZIMUTH MARK DISK
 CS0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0160_STAMPING: COBB 1949
 CS0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0160+STABILITY: SURFACE MOTION
 CS0160
 CS0160  HISTORY     - Date     Condition        Report By
 CS0160  HISTORY     - 1949     MONUMENTED       CGS
 CS0160  HISTORY     - 1952     GOOD             NGS
 CS0160  HISTORY     - 1962     POOR             USGS
 CS0160  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CS0160  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0160
 CS0160                          STATION DESCRIPTION
 CS0160
 CS0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0160'4.3 MI W FROM WILLS POINT.
 CS0160'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0160'AT WILLS POINT, 10 POLES WEST OF MILEPOST 171, 51 FEET SOUTHEAST OF
 CS0160'THE SOUTHEAST CORNER OF A CONCRETE HIGHWAY BRIDGE, 29 FEET SOUTH OF
 CS0160'THE CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTH OF THE EAST END OF A
 CS0160'GUARD RAIL, 4 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CS0160'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, 0.3 MILE WEST
 CS0160'OF TRIANGULATION STATION COBB 1949.  NOTE-- MONUMENT HAS BEEN TILTED
 CS0160'TO THE EAST BY HIGHWAY EQUIPMENT.
 CS0160
 CS0160                          STATION RECOVERY (1962)
 CS0160
 CS0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0160'MARK RECOVERED IN POOR CONDITION.
 CS0160
 CS0160                          STATION RECOVERY (1986)
 CS0160
 CS0160'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 CS0160'MARK NOT FOUND.
 CS0160
 CS0160                          STATION RECOVERY (1991)
 CS0160
 CS0160'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0158 ***********************************************************************
 CS0158  DESIGNATION -  COBB RM 1
 CS0158  PID         -  CS0158
 CS0158  STATE/COUNTY-  TX/KAUFMAN
 CS0158  USGS QUAD   -  WILLS POINT (1981)
 CS0158
 CS0158                         *CURRENT SURVEY CONTROL
 CS0158  ___________________________________________________________________
 CS0158* NAD 83(1986)-  32 42 44.     (N)    096 04 44.     (W)     SCALED    
 CS0158* NAVD 88     -       160.770  (meters)     527.46   (feet)  ADJUSTED  
 CS0158  ___________________________________________________________________
 CS0158  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0158  DYNAMIC HT  -         160.590 (meters)     526.87  (feet)  COMP
 CS0158  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 CS0158
 CS0158  VERT ORDER  -  SECOND    CLASS 0
 CS0158
 CS0158.The horizontal coordinates were scaled from a topographic map and have
 CS0158.an estimated accuracy of +/- 6 seconds.
 CS0158
 CS0158.The orthometric height was determined by differential leveling
 CS0158.and adjusted by the National Geodetic Survey in June 1991..
 CS0158
 CS0158.The geoid height was determined by GEOID03.
 CS0158
 CS0158.The dynamic height is computed by dividing the NAVD 88
 CS0158.geopotential number by the normal gravity value computed on the
 CS0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0158.degrees latitude (g = 980.6199 gals.).
 CS0158
 CS0158.The modeled gravity was interpolated from observed gravity values.
 CS0158
 CS0158;                    North         East    Units  Estimated Accuracy
 CS0158;SPC TXNC     - 2,118,560.      826,950.      MT  (+/- 180 meters Scaled)
 CS0158
 CS0158                          SUPERSEDED SURVEY CONTROL
 CS0158
 CS0158  NGVD 29 (??/??/92)  160.775  (m)          527.48   (f) ADJ UNCH    2 0
 CS0158
 CS0158.Superseded values are not recommended for survey control.
 CS0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0158.See file dsdata.txt to determine how the superseded data were derived.
 CS0158
 CS0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB738231(NAD 83)
 CS0158_MARKER: DR = REFERENCE MARK DISK
 CS0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0158_STAMPING: COBB NO 1 1949
 CS0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0158+STABILITY: SURFACE MOTION
 CS0158
 CS0158  HISTORY     - Date     Condition        Report By
 CS0158  HISTORY     - 1949     MONUMENTED       CGS
 CS0158  HISTORY     - 1952     GOOD             NGS
 CS0158  HISTORY     - 1986     GOOD             USPSQD
 CS0158  HISTORY     - 1988     GOOD             USPSQD
 CS0158  HISTORY     - 19910725 GOOD             USPSQD
 CS0158
 CS0158                          STATION DESCRIPTION
 CS0158
 CS0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0158'4.0 MI W FROM WILLS POINT.
 CS0158'4.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0158'AT WILLS POINT, 169 FEET SOUTHEAST OF TRIANGULATION STATION COBB 1949,
 CS0158'24 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTHWEST,
 CS0158'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CS0158'GROUND.
 CS0158
 CS0158                          STATION RECOVERY (1986)
 CS0158
 CS0158'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 CS0158'RECOVERED IN GOOD CONDITION.
 CS0158
 CS0158                          STATION RECOVERY (1988)
 CS0158
 CS0158'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0158'RECOVERED IN GOOD CONDITION.
 CS0158
 CS0158                          STATION RECOVERY (1991)
 CS0158
 CS0158'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0159 ***********************************************************************
 CS0159  DESIGNATION -  COBB RM 2
 CS0159  PID         -  CS0159
 CS0159  STATE/COUNTY-  TX/KAUFMAN
 CS0159  USGS QUAD   -  WILLS POINT (1981)
 CS0159
 CS0159                         *CURRENT SURVEY CONTROL
 CS0159  ___________________________________________________________________
 CS0159* NAD 83(1986)-  32 42 44.     (N)    096 04 44.     (W)     SCALED    
 CS0159* NAVD 88     -       160.351  (meters)     526.08   (feet)  ADJUSTED  
 CS0159  ___________________________________________________________________
 CS0159  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0159  DYNAMIC HT  -         160.171 (meters)     525.49  (feet)  COMP
 CS0159  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 CS0159
 CS0159  VERT ORDER  -  SECOND    CLASS 0
 CS0159
 CS0159.The horizontal coordinates were scaled from a topographic map and have
 CS0159.an estimated accuracy of +/- 6 seconds.
 CS0159
 CS0159.The orthometric height was determined by differential leveling
 CS0159.and adjusted by the National Geodetic Survey in June 1991..
 CS0159
 CS0159.The geoid height was determined by GEOID03.
 CS0159
 CS0159.The dynamic height is computed by dividing the NAVD 88
 CS0159.geopotential number by the normal gravity value computed on the
 CS0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0159.degrees latitude (g = 980.6199 gals.).
 CS0159
 CS0159.The modeled gravity was interpolated from observed gravity values.
 CS0159
 CS0159;                    North         East    Units  Estimated Accuracy
 CS0159;SPC TXNC     - 2,118,560.      826,950.      MT  (+/- 180 meters Scaled)
 CS0159
 CS0159                          SUPERSEDED SURVEY CONTROL
 CS0159
 CS0159  NGVD 29 (??/??/92)  160.356  (m)          526.10   (f) ADJ UNCH    2 0
 CS0159
 CS0159.Superseded values are not recommended for survey control.
 CS0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0159.See file dsdata.txt to determine how the superseded data were derived.
 CS0159
 CS0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB738231(NAD 83)
 CS0159_MARKER: DR = REFERENCE MARK DISK
 CS0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0159_STAMPING: COBB NO 2 1949
 CS0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0159+STABILITY: SURFACE MOTION
 CS0159
 CS0159  HISTORY     - Date     Condition        Report By
 CS0159  HISTORY     - 1949     MONUMENTED       CGS
 CS0159  HISTORY     - 1952     GOOD             NGS
 CS0159  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 CS0159  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0159  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0159
 CS0159                          STATION DESCRIPTION
 CS0159
 CS0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0159'4.0 MI W FROM WILLS POINT.
 CS0159'4.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0159'AT WILLS POINT, 190 FEET WEST OF TRIANGULATION STATION COBB 1949, 65
 CS0159'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 45 FEET SOUTHEAST OF
 CS0159'A MAIL BOX, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 CS0159'ABOVE THE GROUND.
 CS0159
 CS0159                          STATION RECOVERY (1986)
 CS0159
 CS0159'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 CS0159'MARK NOT FOUND.
 CS0159
 CS0159                          STATION RECOVERY (1988)
 CS0159
 CS0159'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0159'MARK NOT FOUND.
 CS0159
 CS0159                          STATION RECOVERY (1991)
 CS0159
 CS0159'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0746 ***********************************************************************
 DQ0746  DESIGNATION -  COBLE
 DQ0746  PID         -  DQ0746
 DQ0746  STATE/COUNTY-  TX/HOCKLEY
 DQ0746  USGS QUAD   -  WHITEFACE (1965)
 DQ0746
 DQ0746                         *CURRENT SURVEY CONTROL
 DQ0746  ___________________________________________________________________
 DQ0746* NAD 83(1993)-  33 35 55.60272(N)    102 30 53.48468(W)     ADJUSTED  
 DQ0746* NAVD 88     -      1105.4    (meters)    3627.     (feet)  VERTCON   
 DQ0746  ___________________________________________________________________
 DQ0746  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 DQ0746  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 DQ0746
 DQ0746  HORZ ORDER  -  SECOND
 DQ0746
 DQ0746.The horizontal coordinates were established by classical geodetic methods
 DQ0746.and adjusted by the National Geodetic Survey in February 1996..
 DQ0746
 DQ0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0746
 DQ0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0746
 DQ0746.The geoid height was determined by GEOID03.
 DQ0746
 DQ0746;                    North         East     Units Scale Factor Converg.
 DQ0746;SPC TXNC     - 2,221,375.058   227,474.785   MT  0.99991810   -2 11 22.8
 DQ0746;SPC TXNC     - 7,287,961.34    746,306.86   sFT  0.99991810   -2 11 22.8
 DQ0746;UTM  13      - 3,720,439.254   730,599.178   MT  1.00025562   +1 22 33.0
 DQ0746
 DQ0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0746!SPC TXNC     -   0.99983019  x   0.99991810  =   0.99974830
 DQ0746!UTM  13      -   0.99983019  x   1.00025562  =   1.00008576
 DQ0746
 DQ0746|---------------------------------------------------------------------|
 DQ0746| PID    Reference Object                     Distance      Geod. Az  |
 DQ0746|                                                           dddmmss.s |
 DQ0746| CJ6938 COBLE RM 1                           57.897 METERS 09632     |
 DQ0746| CJ6937 COBLE AZ MK                                        1311634.2 |
 DQ0746| CJ6939 COBLE RM 2                           62.484 METERS 17122     |
 DQ0746|---------------------------------------------------------------------|
 DQ0746
 DQ0746                          SUPERSEDED SURVEY CONTROL
 DQ0746
 DQ0746  NAD 83(1993)-  33 35 55.61042(N)    102 30 53.47991(W) AD(       ) 2
 DQ0746  NAD 83(1986)-  33 35 55.61034(N)    102 30 53.47955(W) AD(       ) 2
 DQ0746  NAD 27      -  33 35 55.26000(N)    102 30 51.80400(W) AD(       ) 2
 DQ0746  NGVD 29 (07/19/86) 1105.0    (m)         3625.     (f) VERT ANG       
 DQ0746
 DQ0746.Superseded values are not recommended for survey control.
 DQ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0746.See file dsdata.txt to determine how the superseded data were derived.
 DQ0746
 DQ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT3059920439(NAD 83)
 DQ0746_MARKER: DS = TRIANGULATION STATION DISK
 DQ0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0746
 DQ0746  HISTORY     - Date     Condition        Report By
 DQ0746  HISTORY     - 1935     MONUMENTED       CGS
 DQ0746  HISTORY     - 1938     GOOD             TXHD
 DQ0746
 DQ0746                          STATION DESCRIPTION
 DQ0746
 DQ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0746'STATION IS 1 MILE N OF AND 8 MILES W OF LEVELLAND, ON THE
 DQ0746'HIGHEST GROUND IN THE VICINITY, 0.6 MILE WNW OF THE COBLE-WITT
 DQ0746'GIN COMPANYS OFFICE BUILDING, ON PASTURE LAND OWNED BY THAT
 DQ0746'COMPANY.  IT IS IN THE NW CORNER OF A SMALL AREA OF FENCED
 DQ0746'PASTURE LAND, 1/4 MILE N OF THE RAILROAD, 1/4 MILE S OF A
 DQ0746'GRADED HIGHWAY, 58 FEET E OF A LONE NW FENCE CORNER, 28 FEET
 DQ0746'S OF AN E-W FENCE LINE, MARK PROJECTS 12 INCHES.
 DQ0746'
 DQ0746'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0746'BRONZE DISKS SET IN CONCRETE.
 DQ0746'
 DQ0746'REFERENCE MARK NO. 1 IS E OF THE STATION, 2 FEET W OF A N-S
 DQ0746'FENCE AND PROJECTS 12 INCHES.
 DQ0746'
 DQ0746'REFERENCE MARK NO. 2 IS S OF THE STATION, 2 FEET N OF AN E-W
 DQ0746'FENCE AND PROJECTS 12 INCHES.
 DQ0746'
 DQ0746'AZIMUTH MARK IS SE OF THE STATION, 19 FEET S OF THE CENTER
 DQ0746'OF A TRACK ROAD, 2 FEET N OF AN E-W FENCE AND PROJECTS 8 INCHES.
 DQ0746'
 DQ0746'STATION IS REACHED FROM THE COURTHOUSE IN LEVELLAND, BY DRIVING
 DQ0746'W ON THE MAIN GRADED ROAD 7.5 MILES TO THE BUILDINGS OF THE
 DQ0746'COBLE-WITT GIN COMPANY.  DRIVE W ON THE ROAD PASSING BETWEEN
 DQ0746'THE GIN AND THE RAILROAD TRACKS FOR 0.7 MILE, KEEPING PARALLEL
 DQ0746'TO AND JUST N OF THE RAILROAD RIGHT-OF-WAY FENCE.  PASS THROUGH
 DQ0746'A WIRE GATE AT A JUNK PILE, LEAVE THE ROAD AND DRIVE DUE N ALONG
 DQ0746'THE W SIDE OF A N-S WIRE FENCE FOR 1/4 MILE TO LONE NW FENCE
 DQ0746'CORNER AND STATION.
 DQ0746'
 DQ0746'A 35-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 DQ0746
 DQ0746                          STATION RECOVERY (1938)
 DQ0746
 DQ0746'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0746'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0746'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1099 ***********************************************************************
 CS1099  DESIGNATION -  COCKRELL
 CS1099  PID         -  CS1099
 CS1099  STATE/COUNTY-  TX/DALLAS
 CS1099  USGS QUAD   -  DUNCANVILLE (1981)
 CS1099
 CS1099                         *CURRENT SURVEY CONTROL
 CS1099  ___________________________________________________________________
 CS1099* NAD 83(1986)-  32 43 43.     (N)    096 53 11.     (W)     SCALED    
 CS1099* NAVD 88     -       208.457  (meters)     683.91   (feet)  ADJUSTED  
 CS1099  ___________________________________________________________________
 CS1099  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CS1099  DYNAMIC HT  -         208.216 (meters)     683.12  (feet)  COMP
 CS1099  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 CS1099
 CS1099  VERT ORDER  -  FIRST     CLASS II
 CS1099
 CS1099.The horizontal coordinates were scaled from a topographic map and have
 CS1099.an estimated accuracy of +/- 6 seconds.
 CS1099
 CS1099.The orthometric height was determined by differential leveling
 CS1099.and adjusted by the National Geodetic Survey in June 1991..
 CS1099
 CS1099.The geoid height was determined by GEOID03.
 CS1099
 CS1099.The dynamic height is computed by dividing the NAVD 88
 CS1099.geopotential number by the normal gravity value computed on the
 CS1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1099.degrees latitude (g = 980.6199 gals.).
 CS1099
 CS1099.The modeled gravity was interpolated from observed gravity values.
 CS1099
 CS1099;                    North         East    Units  Estimated Accuracy
 CS1099;SPC TXNC     - 2,118,920.      751,230.      MT  (+/- 180 meters Scaled)
 CS1099
 CS1099                          SUPERSEDED SURVEY CONTROL
 CS1099
 CS1099  NGVD 29 (??/??/92)  208.466  (m)          683.94   (f) ADJ UNCH    1 2
 CS1099
 CS1099.Superseded values are not recommended for survey control.
 CS1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1099.See file dsdata.txt to determine how the superseded data were derived.
 CS1099
 CS1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB980231(NAD 83)
 CS1099_MARKER: DD = SURVEY DISK
 CS1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1099+STABILITY: SURFACE MOTION
 CS1099
 CS1099  HISTORY     - Date     Condition        Report By
 CS1099  HISTORY     - UNK      MONUMENTED       DOD
 CS1099  HISTORY     - 1947     GOOD             NGS
 CS1099  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 CS1099
 CS1099                          STATION DESCRIPTION
 CS1099
 CS1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1099'IN DALLAS.
 CS1099'ABOUT 5.5 MILES SOUTHWEST OF THE DALLAS COUNTY COURTHOUSE, ON
 CS1099'GLENHAVEN BOULEVARD BETWEEN ANDREWS STREET AND DRYDEN DRIVE, NEAR THE
 CS1099'CENTER OF THE BLOCK, 58 FEET SOUTH OF THE CENTER LINE OF GLENHAVEN
 CS1099'BOULEVARD, 10 FEET NORTH OF A LARGE WATER STANDPIPE, 17 FEET EAST OF
 CS1099'THE STANDPIPE DISCHARGE PIPE, 17 FEET WEST OF A FENCE.  A BRONZE U.S.
 CS1099'ENGINEERING DEPARTMENT DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 CS1099'1 FOOT UNDER THE GROUND.
 CS1099
 CS1099                          STATION RECOVERY (2003)
 CS1099
 CS1099'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS1099'STANDPIPE,TANK,  AND ALL MARKS REMOVED IN 1997
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1132 ***********************************************************************
 CR1132  DESIGNATION -  COCKRELL
 CR1132  PID         -  CR1132
 CR1132  STATE/COUNTY-  TX/HARRISON
 CR1132  USGS QUAD   -  COLLIERS CREEK (1983)
 CR1132
 CR1132                         *CURRENT SURVEY CONTROL
 CR1132  ___________________________________________________________________
 CR1132* NAD 83(1993)-  32 25 45.93767(N)    094 21 52.17052(W)     ADJUSTED  
 CR1132* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 CR1132  ___________________________________________________________________
 CR1132  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 CR1132  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR1132
 CR1132  HORZ ORDER  -  FIRST
 CR1132
 CR1132.The horizontal coordinates were established by classical geodetic methods
 CR1132.and adjusted by the National Geodetic Survey in February 1996..
 CR1132
 CR1132.The orthometric height was scaled from a topographic map.
 CR1132
 CR1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1132
 CR1132.The geoid height was determined by GEOID03.
 CR1132
 CR1132;                    North         East     Units Scale Factor Converg.
 CR1132;SPC TXNC     - 2,092,237.436   988,817.664   MT  0.99993116   +2 15 19.7
 CR1132;SPC TXNC     - 6,864,282.32  3,244,145.95   sFT  0.99993116   +2 15 19.7
 CR1132;UTM  15      - 3,588,855.321   371,715.575   MT  0.99980294   -0 43 54.6
 CR1132
 CR1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1132!SPC TXNC     -   0.99998199  x   0.99993116  =   0.99991315
 CR1132!UTM  15      -   0.99998199  x   0.99980294  =   0.99978493
 CR1132
 CR1132|---------------------------------------------------------------------|
 CR1132| PID    Reference Object                     Distance      Geod. Az  |
 CR1132|                                                           dddmmss.s |
 CR1132| CX5620 COCKRELL RM 1                        22.808 METERS 04156     |
 CR1132| CX5621 COCKRELL RM 2                        19.817 METERS 24928     |
 CR1132| CX5619 COCKRELL AZ MK                                     2885538.1 |
 CR1132| CX5622 COCKRELL RM 3                        19.397 METERS 33526     |
 CR1132|---------------------------------------------------------------------|
 CR1132
 CR1132                          SUPERSEDED SURVEY CONTROL
 CR1132
 CR1132  NAD 83(1986)-  32 25 45.94671(N)    094 21 52.15966(W) AD(       ) 1
 CR1132  NAD 27      -  32 25 45.39600(N)    094 21 51.45180(W) AD(       ) 1
 CR1132
 CR1132.Superseded values are not recommended for survey control.
 CR1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1132.See file dsdata.txt to determine how the superseded data were derived.
 CR1132
 CR1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7171688855(NAD 83)
 CR1132_MARKER: DS = TRIANGULATION STATION DISK
 CR1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1132
 CR1132  HISTORY     - Date     Condition        Report By
 CR1132  HISTORY     - 1950     MONUMENTED       CGS
 CR1132  HISTORY     - 1956     GOOD             CGS
 CR1132  HISTORY     - 1958     GOOD             CGS
 CR1132  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR1132
 CR1132                          STATION DESCRIPTION
 CR1132
 CR1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1132'STATION IS LOCATED ABOUT 8 MILES SOUTH OF MARSHALL AND 1 MILE WEST
 CR1132'OF U.S. HIGHWAY 59.  BETWEEN EIGHT MILE CREEK AND POTTERS
 CR1132'CREEK, ON THE HIGHEST PART OF A PROMINENT PARTIALLY WOODED HILL
 CR1132'AND ON PROPERTY OWNED BY MRS. LETITE ROBERTSON COCKRELL.  THE MARK
 CR1132'IS ABOUT THE CENTER OF THE HIGHEST PART OF THE HILL, 20.6 FEET
 CR1132'NORTH OF A BLAZED PINE TREE, (ABOUT 8 INCHES IN DIAMETER AND THE
 CR1132'ONLY TREE OF THAT SIZE AT THE STATION SITE).  THE MARK PROJECTS
 CR1132'ABOUT 8 INCHES AND THE DISC IS STAMPED, COCKRELL 1950.
 CR1132'
 CR1132'REFERENCE MARK NO. 1 IS LOCATED IN A SMALL CLEARING ON THE
 CR1132'NORTHEAST SLOPE OF THE HILL, ABOUT 3-1/2 FEET LOWER THEN THE
 CR1132'STATION MARK.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISC IS
 CR1132'STAMPED, COCKRELL NO 1 1950.
 CR1132'
 CR1132'REFERENCE MARK NO. 2 IS ON THE SOUTHERN SLOPE OF THE HILL, 46
 CR1132'FEET SOUTHEAST OF THE BLAZED PINE TREE MENTIONED ABOVE AND ABOUT
 CR1132'3 FEET LOWER THAN THE STATION MARK.  THE MARK PROJECTS ABOUT 8
 CR1132'INCHES AND THE DISC IS STAMPED, COCKRELL NO 2 1950.
 CR1132'
 CR1132'AZIMUTH MARK IS ON THE RIGHT OF WAY OF A GRADED OILED ROAD, 29
 CR1132'FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD, 22 FEET
 CR1132'WEST OF A SMALL TELEPHONE POLE AND 3 FEET EAST OF A WHITE WITNESS
 CR1132'POST.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISC IS STAMPED,
 CR1132'COCKRELL 1950.
 CR1132'
 CR1132'STATION WAS REACHED FROM THE SOUTH SIDE OF THE SQUARE IN MARSHALL
 CR1132'BY GOING SOUTH ON SOUTH WASHINGTON AVE. AND U.S. HIGHWAY 59
 CR1132'(BUSINESS ROUTE) FOR 1.25 MILES TO ITS JUNCTION WITH STATE ROUTE
 CR1132'43.  THENCE CONTINUE SOUTH ON U.S. HIGHWAY 59 FOR 6.75 MILES TO A
 CR1132'SIDE ROAD TO THE RIGHT AND SCROGGINS AND ALLEN STORE IN THE
 CR1132'SOUTHWEST CORNER OF THE INTERSECTION.  TURN RIGHT OR WEST AND
 CR1132'FOLLOW GRADED AND OILED ROAD FOR 0.8 MILE TO A SIDE ROAD TO THE
 CR1132'LEFT.  TURN LEFT OR SOUTH FOR ABOUT 0.1 MILE TO AN OLD HOUSE
 CR1132'ON THE RIGHT.  TURN RIGHT PAST SOUTH SIDE OF THE HOUSE AND
 CR1132'CONTINUE EASTERLY ON WINDING TRACK ROAD TO TOP OF THE HILL AND
 CR1132'STATION SITE.
 CR1132'
 CR1132'TO REACH THE AZIMUTH MARK FROM THE STORE MENTIONED ABOVE, GO
 CR1132'WEST ON THE GRADED AND OILED ROAD FOR 1.2 MILES TO THE TOP
 CR1132'OF THE FIRST ELEVATION OF THE ROAD AND THE MARK ON THE RIGHT
 CR1132'AS DESCRIBED.  CLEARING OF SMALL TREES AND BRUSH WILL BE NECESSARY
 CR1132'TO OBSERVE THE AZIMUTH MARK FROM THE GROUND.
 CR1132'
 CR1132'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CR1132
 CR1132                          STATION RECOVERY (1956)
 CR1132
 CR1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1132'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 CR1132'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CR1132'STATION SITE ARE CORRECT.
 CR1132
 CR1132                          STATION RECOVERY (1958)
 CR1132
 CR1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1132'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 CR1132'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAS
 CR1132'BEEN PLOWED UP AND A NEW MARK, REFERENCE MARK NO. 3 WAS
 CR1132'ESTABLISHED BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS.
 CR1132'
 CR1132'THE STATION IS LOCATED ON THE HIGHEST PART OF A PARTIALLY WOODED
 CR1132'HILL BETWEEN EIGHT MILE CREEK AND POTTERS CREEK, ABOUT 8.0 MILES
 CR1132'SOUTH OF MARSHALL, ABOUT 1.0 MILE WEST OF U.S. HIGHWAY NO. 59, 31
 CR1132'FEET EAST OF A GRAVELED ROAD, 21 FEET NORTH OF A 10-INCH PINE
 CR1132'TREE AND 5 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 3
 CR1132'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED COCKRELL
 CR1132'1950.
 CR1132'
 CR1132'REFERENCE MARK NO. 1 IS LOCATED IN A SMALL CLEARING ON THE
 CR1132'NORTHEAST SLOPE OF THE HILL AND IS ABOUT 3 FEET LOWER THAN THE
 CR1132'STATION.  THE MARK PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 CR1132'GROUND AND IS STAMPED COCKRELL NO 1 1950.
 CR1132'
 CR1132'REFERENCE MARK NO. 3 IS 29 FEET EAST OF THE CENTER OF A GRAVELED
 CR1132'ROAD AND IS ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK
 CR1132'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1132'COCKRELL NO 3 1950.
 CR1132'
 CR1132'AZIMUTH MARK IS 29 FEET NORTH OF THE CENTER OF AN OILED ROAD, 20
 CR1132'FEET WEST OF A TELEPHONE POLE AND 3 FEET EAST OF A WITNESS POST.
 CR1132'THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1132'STAMPED COCKRELL 1950.
 CR1132'
 CR1132'TO REACH THE STATION FROM THE COURT HOUSE IN MARSHALL, GO SOUTH
 CR1132'ON U.S. HIGHWAY NO. 59 (BUSINESS ROUTE) FOR 1.2 MILES TO THE
 CR1132'JUNCTION OF STATE ROAD NO. 43, CONTINUE SOUTH ON U.S. HIGHWAY NO.
 CR1132'59 FOR 6.6 MILES TO A OILED ROAD ON THE RIGHT AND J.D. LONG STORE
 CR1132'IN THE SOUTHWEST CORNER OF THE INTERSECTION, TURN RIGHT AND GO
 CR1132'WEST FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT ON THE
 CR1132'GRAVELED ROAD AND GO SOUTH FOR 0.1 MILE TO THE STATION AS
 CR1132'DESCRIBED.
 CR1132'
 CR1132'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.1 MILE
 CR1132'TO THE OILED ROAD, TURN LEFT AND GO WEST FOR 0.3 MILE TO THE
 CR1132'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CR1132'
 CR1132'OBSERVATIONS WERE MADE FROM A 64-FOOT TOWER.
 CR1132
 CR1132                          STATION RECOVERY (1998)
 CR1132
 CR1132'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1098 ***********************************************************************
 CS1098  DESIGNATION -  COCKRELL AZ MK
 CS1098  PID         -  CS1098
 CS1098  STATE/COUNTY-  TX/DALLAS
 CS1098  USGS QUAD   -  DUNCANVILLE (1981)
 CS1098
 CS1098                         *CURRENT SURVEY CONTROL
 CS1098  ___________________________________________________________________
 CS1098* NAD 83(1986)-  32 43 45.     (N)    096 53 19.     (W)     SCALED    
 CS1098* NAVD 88     -       204.395  (meters)     670.59   (feet)  ADJUSTED  
 CS1098  ___________________________________________________________________
 CS1098  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CS1098  DYNAMIC HT  -         204.159 (meters)     669.81  (feet)  COMP
 CS1098  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 CS1098
 CS1098  VERT ORDER  -  FIRST     CLASS II
 CS1098
 CS1098.The horizontal coordinates were scaled from a topographic map and have
 CS1098.an estimated accuracy of +/- 6 seconds.
 CS1098
 CS1098.The orthometric height was determined by differential leveling
 CS1098.and adjusted by the National Geodetic Survey in June 1991..
 CS1098
 CS1098.The geoid height was determined by GEOID03.
 CS1098
 CS1098.The dynamic height is computed by dividing the NAVD 88
 CS1098.geopotential number by the normal gravity value computed on the
 CS1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1098.degrees latitude (g = 980.6199 gals.).
 CS1098
 CS1098.The modeled gravity was interpolated from observed gravity values.
 CS1098
 CS1098;                    North         East    Units  Estimated Accuracy
 CS1098;SPC TXNC     - 2,118,980.      751,030.      MT  (+/- 180 meters Scaled)
 CS1098
 CS1098                          SUPERSEDED SURVEY CONTROL
 CS1098
 CS1098  NGVD 29 (??/??/92)  204.404  (m)          670.62   (f) ADJ UNCH    1 2
 CS1098
 CS1098.Superseded values are not recommended for survey control.
 CS1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1098.See file dsdata.txt to determine how the superseded data were derived.
 CS1098
 CS1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB978232(NAD 83)
 CS1098_MARKER: DZ = AZIMUTH MARK DISK
 CS1098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1098_SP_SET: CURB
 CS1098_STAMPING: COCKRELL 1947
 CS1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1098
 CS1098  HISTORY     - Date     Condition        Report By
 CS1098  HISTORY     - 1947     MONUMENTED       USE
 CS1098  HISTORY     - 1947     GOOD             CGS
 CS1098  HISTORY     - 1985     GOOD             USPSQD
 CS1098  HISTORY     - 20030414 GOOD             TX1730
 CS1098
 CS1098                          STATION DESCRIPTION
 CS1098
 CS1098'DESCRIBED BY US ENGINEERS 1947 (FRG)
 CS1098'AZIMUTH MARK IS 0.15 MILE W OF STATION DALLAS 5, 45 FEET NORTHWEST
 CS1098'OF THE INTERSECTION OF GLENHAVEN STREET AND SUNNYSIDE STREET,
 CS1098'36 FEET WEST OF SUNNYSIDE STREET AND 26 FEET NORTH OF GLENHAVEN
 CS1098'STREET.  THE DISK IS SET IN THE NORTHWEST CURB OF INTERSECTION
 CS1098'AND IS FLUSH WITH CURB.  DISK IS STAMPED COCKRELL 1947.
 CS1098'
 CS1098'TO REACH STATION FROM POST OFFICE IN GRAND PRAIRIE, GO EAST
 CS1098'ON U.S. HIGHWAY NO. 80 FOR 6.7 MILES TO INTERSECTION OF
 CS1098'DUNCANVILLE ROAD SOUTH, JUST EAST OF CATHOLIC ORPHANS HOME.
 CS1098'TURN RIGHT AND GO SOUTH ON DUNCANVILLE ROAD FOR 1.5 MILES
 CS1098'TO INTERSECTION OF GLENHAVEN STREET EAST, IN VILLAGE OF COCKRELL
 CS1098'HILL.  TURN LEFT AND GO EAST 0.2 MILE TO AZIMUTH MARK ON
 CS1098'LEFT AS DESCRIBED.
 CS1098
 CS1098                          STATION RECOVERY (1947)
 CS1098
 CS1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS1098'IN DALLAS.
 CS1098'ABOUT 5.5 MILES SOUTHWEST OF THE DALLAS COUNTY COURTHOUSE, AT THE
 CS1098'INTERSECTION OF GLENHAVEN BOULEVARD AND ANDREWS STREET, 37 FEET WEST
 CS1098'OF THE CENTER LINE OF ANDREWS STREET, 26 FEET NORTH OF THE CENTER LINE
 CS1098'OF GLENHAVEN BOULEVARD, IN FRONT OF HOUSE NUMBER 4213 ON GLENHAVEN
 CS1098'BOULEVARD.  A BRONZE AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 CS1098'CURB.
 CS1098
 CS1098                          STATION RECOVERY (1985)
 CS1098
 CS1098'RECOVERY NOTE BY US POWER SQUADRON 1985 (MHB)
 CS1098'AZIMUTH MARK - COCKRELL FOUND GOOD.
 CS1098'LOCATION GIVEN ON MAP--
 CS1098'LAT 33 DEG 43 MIN 45 SEC N.
 CS1098'LONG 96 DEG 53 MIN 18 SEC W.
 CS1098'ELEVATION GIVEN--671 FEET.
 CS1098'
 CS1098'NOTE--THIS IS AN AZIMUTH MARK ALSO USED AS A BENCH MARK.
 CS1098
 CS1098                          STATION RECOVERY (2003)
 CS1098
 CS1098'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS1098'FOUND AZIMUTH BUT THE WATER TOWER IS NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2820 ***********************************************************************
 CS2820  DESIGNATION -  COCKRELL HILL CATH ORPHANS TK
 CS2820  PID         -  CS2820
 CS2820  STATE/COUNTY-  TX/DALLAS
 CS2820  USGS QUAD   -  DUNCANVILLE (1981)
 CS2820
 CS2820                         *CURRENT SURVEY CONTROL
 CS2820  ___________________________________________________________________
 CS2820* NAD 83(1993)-  32 44 49.70677(N)    096 53 35.49144(W)     ADJUSTED  
 CS2820* NAVD 88     -                                                        
 CS2820  ___________________________________________________________________
 CS2820  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 CS2820  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CS2820
 CS2820  HORZ ORDER  -  THIRD
 CS2820
 CS2820.The horizontal coordinates were established by classical geodetic methods
 CS2820.and adjusted by the National Geodetic Survey in February 1996..
 CS2820
 CS2820
 CS2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2820
 CS2820.The geoid height was determined by GEOID03.
 CS2820
 CS2820;                    North         East     Units Scale Factor Converg.
 CS2820;SPC TXNC     - 2,120,965.144   750,565.292   MT  0.99988666   +0 52 34.8
 CS2820;SPC TXNC     - 6,958,533.14  2,462,479.63   sFT  0.99988666   +0 52 34.8
 CS2820;UTM  14      - 3,625,219.117   697,387.284   MT  1.00008044   +1 08 24.0
 CS2820
 CS2820                          SUPERSEDED SURVEY CONTROL
 CS2820
 CS2820  NAD 83(1986)-  32 44 49.71273(N)    096 53 35.47404(W) AD(       ) 4
 CS2820  NAD 27      -  32 44 49.26000(N)    096 53 34.47000(W) AD(       ) 3
 CS2820
 CS2820.Superseded values are not recommended for survey control.
 CS2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2820.See file dsdata.txt to determine how the superseded data were derived.
 CS2820
 CS2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9738725219(NAD 83)
 CS2820_MARKER: 53 = ELEVATED TANK
 CS2820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2820+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 CS2820
 CS2820  HISTORY     - Date     Condition        Report By
 CS2820  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2820  HISTORY     - 1959     GOOD             CGS
 CS2820  HISTORY     - 1969     GOOD             CGS
 CS2820  HISTORY     - 1979     GOOD             LOCSUR
 CS2820  HISTORY     - 20031110 GOOD             USPSQD
 CS2820
 CS2820                          STATION DESCRIPTION
 CS2820
 CS2820'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2820'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE INTERSECTION OF
 CS2820'DUNCANVILLE AVE. WITH THE DIVIDED LANE HIGHWAY AT THE POINT
 CS2820'WHERE THERE ARE 2 TRAFFIC LIGHTS, AND ABOUT 0.2 MILE SOUTH OF THE
 CS2820'ENTRANCE TO THE HOME.  IT IS A 4 LEGGED, SILVER PAINTED, STEEL
 CS2820'WATER TANK ABOUT 100 FEET HIGH.
 CS2820'
 CS2820'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2820'
 CS2820'TO REACH FROM THE INTERSECTION WITH THE 2 TRAFFIC LIGHTS GO
 CS2820'NORTH 0.9 MILE ON DUNCANVILLE AVE TO JUNCTION WITH U.S. HIGHWAY 80,
 CS2820'HERE TURN LEFT AND GO 0.1 MILE TO ENTRANCE TO HOME ON LEFT.  GO
 CS2820'THROUGH ENTRANCE 0.1 MILE TO A GATE.  PASS THROUGH GATE AND TAKE
 CS2820'ROAD TO LEFT THROUGH ANOTHER GATE, THEN KEEP STRAIGHT AHEAD
 CS2820'BETWEEN BUILDINGS FOR 0.1 MILE TO STATION ON RIGHT.
 CS2820
 CS2820                          STATION RECOVERY (1959)
 CS2820
 CS2820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2820'STATION RECOVERED IN GOOD CONDITION.
 CS2820
 CS2820                          STATION RECOVERY (1969)
 CS2820
 CS2820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 CS2820'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CS2820'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHERN
 CS2820'PART OF COCKRELL HILL, TEXAS
 CS2820
 CS2820                          STATION RECOVERY (1979)
 CS2820
 CS2820'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2820'INTERSECTION STATION FOUND IN GOOD CONDITION - DESCRIPTION
 CS2820'ADEQUATE.
 CS2820'
 CS2820'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI WEST OF DOWNTOWN
 CS2820'DALLAS.
 CS2820
 CS2820                          STATION RECOVERY (2003)
 CS2820
 CS2820'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS2820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2821 ***********************************************************************
 CS2821  DESIGNATION -  COCKRELL HILL MUN STANDPIPE
 CS2821  PID         -  CS2821
 CS2821  STATE/COUNTY-  TX/DALLAS
 CS2821  USGS QUAD   -  DUNCANVILLE (1981)
 CS2821
 CS2821                         *CURRENT SURVEY CONTROL
 CS2821  ___________________________________________________________________
 CS2821* NAD 83(1993)-  32 43 44.09471(N)    096 53 11.18821(W)     ADJUSTED  
 CS2821* NAVD 88     -                                                        
 CS2821  ___________________________________________________________________
 CS2821  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 CS2821  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CS2821
 CS2821  HORZ ORDER  -  THIRD
 CS2821
 CS2821.The horizontal coordinates were established by classical geodetic methods
 CS2821.and adjusted by the National Geodetic Survey in February 1996..
 CS2821
 CS2821
 CS2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2821
 CS2821.The geoid height was determined by GEOID03.
 CS2821
 CS2821;                    North         East     Units Scale Factor Converg.
 CS2821;SPC TXNC     - 2,118,954.093   751,228.872   MT  0.99988839   +0 52 48.1
 CS2821;SPC TXNC     - 6,951,935.22  2,464,656.72   sFT  0.99988839   +0 52 48.1
 CS2821;UTM  14      - 3,623,210.747   698,060.232   MT  1.00008373   +1 08 35.2
 CS2821
 CS2821                          SUPERSEDED SURVEY CONTROL
 CS2821
 CS2821  NAD 83(1986)-  32 43 44.10066(N)    096 53 11.17062(W) AD(       ) 4
 CS2821  NAD 27      -  32 43 43.62600(N)    096 53 10.16400(W) AD(       ) 3
 CS2821
 CS2821.Superseded values are not recommended for survey control.
 CS2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2821.See file dsdata.txt to determine how the superseded data were derived.
 CS2821
 CS2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9806023211(NAD 83)
 CS2821_MARKER: 53 = ELEVATED TANK
 CS2821
 CS2821  HISTORY     - Date     Condition        Report By
 CS2821  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2821  HISTORY     - 1959     GOOD             CGS
 CS2821  HISTORY     - 1966     GOOD             CGS
 CS2821  HISTORY     - 1969     GOOD             CGS
 CS2821  HISTORY     - 1975     GOOD             NGS
 CS2821  HISTORY     - 1979     GOOD             NGS
 CS2821  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 CS2821
 CS2821                          STATION DESCRIPTION
 CS2821
 CS2821'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2821'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTHEAST OF THE INTERSECTION
 CS2821'OF DUNCANVILLE AVE. WITH THE DIVIDED LANE HIGHWAY AT WHICH POINT
 CS2821'THERE ARE TWO TRAFFIC LIGHTS AND ABOUT 50 FEET SOUTH OF GLENHAVEN
 CS2821'STREET.  IT IS A 90 FOOT, SILVER PAINTED, STEEL STANDPIPE ABOUT 25
 CS2821'FEET WIDE.
 CS2821'
 CS2821'THE POINT INTERSECTED WAS THE APEX OF THE STANDPIPE.
 CS2821'
 CS2821'TO REACH FROM THE INTERSECTION WITH THE TWO TRAFFIC LIGHTS GO
 CS2821'SOUTH ON DUNCANVILLE AVE. FOR 0.55 MILE TO GLENHAVEN STREET, TURN
 CS2821'EAST HERE AND GO 0.3 MILE TO THE STATION ON RIGHT.
 CS2821
 CS2821                          STATION RECOVERY (1959)
 CS2821
 CS2821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2821'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  A LARGE WATER
 CS2821'TANK NOW STANDS TO THE WEST.
 CS2821
 CS2821                          STATION RECOVERY (1966)
 CS2821
 CS2821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WEB)
 CS2821'STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE IN GOOD
 CS2821'CONDITION.
 CS2821
 CS2821                          STATION RECOVERY (1969)
 CS2821
 CS2821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 CS2821'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CS2821'
 CS2821'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHERN
 CS2821'PART OF COCKRELL HILL, TEXAS.
 CS2821
 CS2821                          STATION RECOVERY (1975)
 CS2821
 CS2821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 CS2821'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2821'
 CS2821'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SO. PART OF
 CS2821'COCKRELL HILL, TEXAS.
 CS2821
 CS2821                          STATION RECOVERY (1979)
 CS2821
 CS2821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 CS2821'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS2821'
 CS2821'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE COCKRELL
 CS2821'HILL SECTION OF DALLAS.
 CS2821
 CS2821                          STATION RECOVERY (2003)
 CS2821
 CS2821'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS2821'STANDPIPE HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1100 ***********************************************************************
 CS1100  DESIGNATION -  COCKRELL RM 1
 CS1100  PID         -  CS1100
 CS1100  STATE/COUNTY-  TX/DALLAS
 CS1100  USGS QUAD   -  DUNCANVILLE (1981)
 CS1100
 CS1100                         *CURRENT SURVEY CONTROL
 CS1100  ___________________________________________________________________
 CS1100* NAD 83(1986)-  32 43 44.     (N)    096 53 11.     (W)     SCALED    
 CS1100* NAVD 88     -       207.198  (meters)     679.78   (feet)  ADJUSTED  
 CS1100  ___________________________________________________________________
 CS1100  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CS1100  DYNAMIC HT  -         206.959 (meters)     679.00  (feet)  COMP
 CS1100  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 CS1100
 CS1100  VERT ORDER  -  FIRST     CLASS II
 CS1100
 CS1100.The horizontal coordinates were scaled from a topographic map and have
 CS1100.an estimated accuracy of +/- 6 seconds.
 CS1100
 CS1100.The orthometric height was determined by differential leveling
 CS1100.and adjusted by the National Geodetic Survey in June 1991..
 CS1100
 CS1100.The geoid height was determined by GEOID03.
 CS1100
 CS1100.The dynamic height is computed by dividing the NAVD 88
 CS1100.geopotential number by the normal gravity value computed on the
 CS1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1100.degrees latitude (g = 980.6199 gals.).
 CS1100
 CS1100.The modeled gravity was interpolated from observed gravity values.
 CS1100
 CS1100;                    North         East    Units  Estimated Accuracy
 CS1100;SPC TXNC     - 2,118,950.      751,230.      MT  (+/- 180 meters Scaled)
 CS1100
 CS1100                          SUPERSEDED SURVEY CONTROL
 CS1100
 CS1100  NGVD 29 (??/??/92)  207.206  (m)          679.81   (f) ADJ UNCH    1 2
 CS1100
 CS1100.Superseded values are not recommended for survey control.
 CS1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1100.See file dsdata.txt to determine how the superseded data were derived.
 CS1100
 CS1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB980232(NAD 83)
 CS1100_MARKER: DR = REFERENCE MARK DISK
 CS1100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1100_SP_SET: CURB
 CS1100_STAMPING: COCKRELL NO 1 1947
 CS1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1100
 CS1100  HISTORY     - Date     Condition        Report By
 CS1100  HISTORY     - 1947     MONUMENTED       CGS
 CS1100  HISTORY     - 20030414 GOOD             TX1730
 CS1100
 CS1100                          STATION DESCRIPTION
 CS1100
 CS1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1100'IN DALLAS.
 CS1100'ABOUT 5.5 MILES SOUTHWEST OF THE DALLAS COUNTY COURTHOUSE, ON
 CS1100'GLENHAVEN BOULEVARD BETWEEN ANDREWS STREET AND DRYDEN DRIVE, NEAR THE
 CS1100'CENTER OF THE BLOCK, 17 FEET EAST OF THE CENTER LINE OF A PRIVATE
 CS1100'DRIVE TO HOUSE NUMBER 4023, 13 FEET NORTH OF THE CENTER LINE OF
 CS1100'GLENHAVEN BOULEVARD.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 CS1100'CONCRETE CURB.
 CS1100
 CS1100                          STATION RECOVERY (2003)
 CS1100
 CS1100'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS1100'FOUND RM 1 BUT THE WATER TOWER IS NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1101 ***********************************************************************
 CS1101  DESIGNATION -  COCKRELL RM 2
 CS1101  PID         -  CS1101
 CS1101  STATE/COUNTY-  TX/DALLAS
 CS1101  USGS QUAD   -  DUNCANVILLE (1981)
 CS1101
 CS1101                         *CURRENT SURVEY CONTROL
 CS1101  ___________________________________________________________________
 CS1101* NAD 83(1986)-  32 43 43.     (N)    096 53 11.     (W)     SCALED    
 CS1101* NAVD 88     -       208.603  (meters)     684.39   (feet)  ADJUSTED  
 CS1101  ___________________________________________________________________
 CS1101  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CS1101  DYNAMIC HT  -         208.363 (meters)     683.60  (feet)  COMP
 CS1101  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 CS1101
 CS1101  VERT ORDER  -  FIRST     CLASS II
 CS1101
 CS1101.The horizontal coordinates were scaled from a topographic map and have
 CS1101.an estimated accuracy of +/- 6 seconds.
 CS1101
 CS1101.The orthometric height was determined by differential leveling
 CS1101.and adjusted by the National Geodetic Survey in June 1991..
 CS1101
 CS1101.The geoid height was determined by GEOID03.
 CS1101
 CS1101.The dynamic height is computed by dividing the NAVD 88
 CS1101.geopotential number by the normal gravity value computed on the
 CS1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1101.degrees latitude (g = 980.6199 gals.).
 CS1101
 CS1101.The modeled gravity was interpolated from observed gravity values.
 CS1101
 CS1101;                    North         East    Units  Estimated Accuracy
 CS1101;SPC TXNC     - 2,118,920.      751,230.      MT  (+/- 180 meters Scaled)
 CS1101
 CS1101                          SUPERSEDED SURVEY CONTROL
 CS1101
 CS1101  NGVD 29 (??/??/92)  208.612  (m)          684.42   (f) ADJ UNCH    1 2
 CS1101
 CS1101.Superseded values are not recommended for survey control.
 CS1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1101.See file dsdata.txt to determine how the superseded data were derived.
 CS1101
 CS1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB980231(NAD 83)
 CS1101_MARKER: DR = REFERENCE MARK DISK
 CS1101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1101_SP_SET: CURB
 CS1101_STAMPING: COCKRELL NO 2 1947
 CS1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1101
 CS1101  HISTORY     - Date     Condition        Report By
 CS1101  HISTORY     - 1947     MONUMENTED       CGS
 CS1101  HISTORY     - 20030414 GOOD             TX1730
 CS1101  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 CS1101
 CS1101                          STATION DESCRIPTION
 CS1101
 CS1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1101'IN DALLAS.
 CS1101'ABOUT 5.5 MILES SOUTHWEST OF THE DALLAS COUNTY COURTHOUSE, ON
 CS1101'GLENHAVEN BOULEVARD BETWEEN ANDREWS STREET AND DRYDEN DRIVE, NEAR THE
 CS1101'CENTER OF THE BLOCK, 13 FEET NORTH OF THE CENTER LINE OF GLENHAVEN
 CS1101'BOULEVARD, 10 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVE TO HOUSE
 CS1101'NUMBER 4103.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 CS1101'CONCRETE CURB.
 CS1101
 CS1101                          STATION RECOVERY (2003)
 CS1101
 CS1101'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS1101'FOUND RM 2 BUT THE WATER TOWER IS NOW GONE.
 CS1101
 CS1101                          STATION RECOVERY (2003)
 CS1101
 CS1101'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS1101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6816 ***********************************************************************
 AW6816  DESIGNATION -  COCOA 1933
 AW6816  PID         -  AW6816
 AW6816  STATE/COUNTY-  TX/BRAZORIA
 AW6816  USGS QUAD   -  HOSKINS MOUND (1974)
 AW6816
 AW6816                         *CURRENT SURVEY CONTROL
 AW6816  ___________________________________________________________________
 AW6816* NAD 83(1993)-  29 12 12.78782(N)    095 11 29.76881(W)     ADJUSTED  
 AW6816* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6816  ___________________________________________________________________
 AW6816  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW6816  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW6816
 AW6816  HORZ ORDER  -  THIRD
 AW6816
 AW6816.The horizontal coordinates were established by classical geodetic methods
 AW6816.and adjusted by the National Geodetic Survey in February 1996..
 AW6816
 AW6816.The orthometric height was scaled from a topographic map.
 AW6816
 AW6816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6816
 AW6816.The geoid height was determined by GEOID03.
 AW6816
 AW6816;                    North         East     Units Scale Factor Converg.
 AW6816;SPC TXSC     - 4,157,885.377   970,241.615   MT  0.99986585   +1 51 56.8
 AW6816;SPC TXSC     -13,641,328.94  3,183,201.03   sFT  0.99986585   +1 51 56.8
 AW6816;UTM  15      - 3,232,526.678   286,930.205   MT  1.00016024   -1 04 11.0
 AW6816
 AW6816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6816!SPC TXSC     -   1.00000388  x   0.99986585  =   0.99986973
 AW6816!UTM  15      -   1.00000388  x   1.00016024  =   1.00016412
 AW6816
 AW6816                          SUPERSEDED SURVEY CONTROL
 AW6816
 AW6816  NAD 83(1986)-  29 12 12.80141(N)    095 11 29.75230(W) AD(       ) 3
 AW6816  NAD 27      -  29 12 11.93800(N)    095 11 28.99100(W) AD(       ) 3
 AW6816
 AW6816.Superseded values are not recommended for survey control.
 AW6816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6816.See file dsdata.txt to determine how the superseded data were derived.
 AW6816
 AW6816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8693032527(NAD 83)
 AW6816_MARKER: DS = TRIANGULATION STATION DISK
 AW6816_SETTING: 0 = UNSPECIFIED SETTING
 AW6816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6816
 AW6816  HISTORY     - Date     Condition        Report By
 AW6816  HISTORY     - 1933     MONUMENTED       CGS
 AW6816  HISTORY     - 1960     GOOD             CGS
 AW6816  HISTORY     - 1962     GOOD             LOCENG
 AW6816  HISTORY     - 1962     GOOD             CGS
 AW6816  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW6816
 AW6816                          STATION DESCRIPTION
 AW6816
 AW6816'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6816'ON THE S SHORE OF CHOCOLATE BAY, ABOUT 1/4 MILE SE OF THE
 AW6816'MOUTH OF CHOCOLATE BAYOU, 270 METERS S OF A POINT OF LAND
 AW6816'WHERE THE S SHORES OF CHOCOLATE BAY AND BAYOU CONVERGE, AND
 AW6816'60 METERS SW OF THE SW SHORE OF CHOCOLATE BAY.
 AW6816'
 AW6816'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6816'NO REFERENCE MARK WAS SET.
 AW6816'
 AW6816'BEARING TO CONCRETE STACK AT HASKINS MOUND IS S 23 DEG 45 MIN W.
 AW6816'BEARING TO THE MOST E CHANNEL BEACON IN CHOCOLATE
 AW6816'BAYOU IS N 75 DEG 15 MIN W.  BEARING TO MOST W CHANNEL
 AW6816'BEACON IN CHOCOLATE BAY IS S 25 DEG 30 MIN E.
 AW6816'
 AW6816'HEIGHT OF LIGHT ABOVE STATION MARK - 3.0 METERS.
 AW6816
 AW6816                          STATION RECOVERY (1960)
 AW6816
 AW6816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6816'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AW6816'IS ADEQUATE WITH THE FOLLOWING CORRECTIONS--
 AW6816'
 AW6816'(1) THE OBJECTS WITH LISTED BEARINGS HAVE BEEN DESTROYED.
 AW6816'
 AW6816'(2) THE MARK IS 40.0 FEET WEST OF THE TRACK ROAD AND 1.5
 AW6816'FEET EAST OF A WITNESS POST.
 AW6816'
 AW6816'(3) THE DISK IS STAMPED COCOA 1933 AND THE MARK PROJECTS
 AW6816'4 INCHES.
 AW6816
 AW6816                          STATION RECOVERY (1962)
 AW6816
 AW6816'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 AW6816'RECOVERED BY MILLER AND FISHER.
 AW6816'
 AW6816'STATION FOUND IN GOOD CONDITION AND DESCRIPTION ADEQUATE
 AW6816'ALTHOUGH EROSION MAY HAVE CHANGED BAY BANKS TO SOME EXTENT.
 AW6816'
 AW6816'STACK AT HOSKINS MOUND NO LONGER STANDING AND CHANNEL MARKERS
 AW6816'IN CHOCOLATE BAY ARE ALL CHANGED, THE PRESENT ONES OF VERY
 AW6816'RECENT CONSTRUCTION.
 AW6816'
 AW6816'HOSKINS EAST TANK CLEARLY VISIBLE FROM GROUND AT STATION.
 AW6816
 AW6816                          STATION RECOVERY (1962)
 AW6816
 AW6816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW6816'RECOVERED IN GOOD CONDITION.
 AW6816'
 AW6816'THE DESCRIPTION WITH THE 1960 CORRECTION IS ADEQUATE.
 AW6816
 AW6816                          STATION RECOVERY (1997)
 AW6816
 AW6816'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2025 ***********************************************************************
 FL2025  DESIGNATION -  CODMAN
 FL2025  PID         -  FL2025
 FL2025  STATE/COUNTY-  TX/GRAY
 FL2025  USGS QUAD   -  LAKETON (1966)
 FL2025
 FL2025                         *CURRENT SURVEY CONTROL
 FL2025  ___________________________________________________________________
 FL2025* NAD 83(1993)-  35 37 02.74026(N)    100 43 42.94465(W)     ADJUSTED  
 FL2025* NAVD 88     -       938.     (meters)    3077.     (feet)  SCALED    
 FL2025  ___________________________________________________________________
 FL2025  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 FL2025  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 FL2025
 FL2025  HORZ ORDER  -  THIRD
 FL2025
 FL2025.The horizontal coordinates were established by classical geodetic methods
 FL2025.and adjusted by the National Geodetic Survey in February 1996..
 FL2025
 FL2025.The orthometric height was scaled from a topographic map.
 FL2025
 FL2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2025
 FL2025.The geoid height was determined by GEOID03.
 FL2025
 FL2025;                    North         East     Units Scale Factor Converg.
 FL2025;SPC TX N     - 1,179,705.351   269,880.515   MT  0.99991692   +0 26 49.4
 FL2025;SPC TX N     - 3,870,416.64    885,432.99   sFT  0.99991692   +0 26 49.4
 FL2025;UTM  14      - 3,942,892.502   343,449.082   MT  0.99990202   -1 00 24.8
 FL2025
 FL2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2025!SPC TX N     -   0.99985693  x   0.99991692  =   0.99977386
 FL2025!UTM  14      -   0.99985693  x   0.99990202  =   0.99975896
 FL2025
 FL2025|---------------------------------------------------------------------|
 FL2025| PID    Reference Object                     Distance      Geod. Az  |
 FL2025|                                                           dddmmss.s |
 FL2025| CK8372 CODMAN RM 1                           8.745 METERS 20606     |
 FL2025| CK8371 CODMAN AZ MK                                       2121505.8 |
 FL2025| CK8373 CODMAN RM 2                           9.127 METERS 30049     |
 FL2025|---------------------------------------------------------------------|
 FL2025
 FL2025                          SUPERSEDED SURVEY CONTROL
 FL2025
 FL2025  NAD 83(1993)-  35 37 02.74123(N)    100 43 42.94381(W) AD(       ) 3
 FL2025  NAD 83(1986)-  35 37 02.74559(N)    100 43 42.93365(W) AD(       ) 3
 FL2025  NAD 27      -  35 37 02.58800(N)    100 43 41.42800(W) AD(       ) 3
 FL2025
 FL2025.Superseded values are not recommended for survey control.
 FL2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2025.See file dsdata.txt to determine how the superseded data were derived.
 FL2025
 FL2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4344942893(NAD 83)
 FL2025_MARKER: DS = TRIANGULATION STATION DISK
 FL2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2025
 FL2025  HISTORY     - Date     Condition        Report By
 FL2025  HISTORY     - 1951     MONUMENTED       CGS
 FL2025  HISTORY     - 1956     GOOD             CGS
 FL2025  HISTORY     - 1961     GOOD             CGS
 FL2025
 FL2025                          STATION DESCRIPTION
 FL2025
 FL2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2025'THE STATION IS ABOUT 14 MILES AIR LINE EAST-NORTHEAST OF PAMPA,
 FL2025'AND ABOUT 7 MILES AIR LINE SOUTHWEST OF MIAMI.  IT IS ON THE
 FL2025'NORTHEAST RIGHT OF WAY OF U.S. HIGHWAY 60.  0.1 MILE
 FL2025'SOUTH-SOUTHWEST OF THE GRAY - ROBERTS COUNTY LINE.  96 FEET
 FL2025'EAST-NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 60.  6
 FL2025'FEET WEST OF A FENCE LINE.  AND 6 FEET NORTH OF A WHITE
 FL2025'WITNESS POST.  THE STATION MARK IS STAMPED CODMAN 1951, AND
 FL2025'PROJECTS 2 INCHES.
 FL2025'
 FL2025'REFERENCE MARK NO. 1 IS STAMPED CODMAN NO 1 1951, AND PROJECTS
 FL2025'2 INCHES.  IT IS 97 FEET EAST-NORTHEAST OF THE CENTER LINE OF
 FL2025'U.S. HIGHWAY 60, AND 5 FEET WEST OF A FENCE LINE.
 FL2025'
 FL2025'REFERENCE MARK NO. 2 IS STAMPED CODMAN NO 2 1951, AND PROJECTS
 FL2025'3 INCHES.  IT IS 67 FEET EAST-NORTHEAST OF THE CENTER LINE OF
 FL2025'U.S. HIGHWAY 60.
 FL2025'
 FL2025'THE AZIMUTH MARK IS STAMPED CODMAN 1951, AND PROJECTS 6 INCHES.
 FL2025'IT IS ON THE EAST RIGHT OF WAY OF U.S. HIGHWAY 60.  49 FEET
 FL2025'EAST OF THE CENTER LINE OF THE HIGHWAY.  2 FEET WEST OF A FENCE
 FL2025'LINE.  AND 2 FEET NORTH OF A WHITE WITNESS POST.
 FL2025'
 FL2025'TO REACH FROM PAMPA, GO NORTHEAST ON U.S. HIGHWAY 60 FOR
 FL2025'6.6 MILES TO THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 FL2025'HIGHWAY 152.  CONTINUE ON U.S. HIGHWAY 60 FOR 7.1 MILES TO
 FL2025'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON U.S. HIGHWAY 60 FOR
 FL2025'1.05 MILES TO THE STATION SITE ON THE RIGHT.
 FL2025
 FL2025                          STATION RECOVERY (1956)
 FL2025
 FL2025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL2025'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL2025'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL2025'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL2025
 FL2025                          STATION RECOVERY (1961)
 FL2025
 FL2025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CB)
 FL2025'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION
 FL2025'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 FL2025'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0651 ***********************************************************************
 AZ0651  DESIGNATION -  CODY
 AZ0651  PID         -  AZ0651
 AZ0651  STATE/COUNTY-  TX/EDWARDS
 AZ0651  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0651
 AZ0651                         *CURRENT SURVEY CONTROL
 AZ0651  ___________________________________________________________________
 AZ0651* NAD 83(1993)-  29 53 36.94586(N)    100 33 17.52840(W)     ADJUSTED  
 AZ0651* NAVD 88     -       726.0    (meters)    2382.     (feet)  VERTCON   
 AZ0651  ___________________________________________________________________
 AZ0651  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AZ0651  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 AZ0651
 AZ0651  HORZ ORDER  -  SECOND
 AZ0651
 AZ0651.The horizontal coordinates were established by classical geodetic methods
 AZ0651.and adjusted by the National Geodetic Survey in February 1996..
 AZ0651
 AZ0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0651
 AZ0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0651
 AZ0651.The geoid height was determined by GEOID03.
 AZ0651
 AZ0651;                    North         East     Units Scale Factor Converg.
 AZ0651;SPC TXSC     - 4,229,333.168   449,834.532   MT  0.99991064   -0 45 42.3
 AZ0651;SPC TXSC     -13,875,737.24  1,475,832.13   sFT  0.99991064   -0 45 42.3
 AZ0651;UTM  14      - 3,308,010.469   349,867.418   MT  0.99987810   -0 46 30.3
 AZ0651
 AZ0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0651!SPC TXSC     -   0.99988950  x   0.99991064  =   0.99980015
 AZ0651!UTM  14      -   0.99988950  x   0.99987810  =   0.99976761
 AZ0651
 AZ0651|---------------------------------------------------------------------|
 AZ0651| PID    Reference Object                     Distance      Geod. Az  |
 AZ0651|                                                           dddmmss.s |
 AZ0651| CV4597 CODY RM 1                            18.249 METERS 14919     |
 AZ0651| AZ0654 ANT 9 MI ENE OF CARTA VALLEY        APPROX. 4.2 KM 1650422.0 |
 AZ0651| CV4598 CODY RM 2                            16.054 METERS 25906     |
 AZ0651| AZ0652 BARRON ET                           APPROX. 9.9 KM 3292919.2 |
 AZ0651|---------------------------------------------------------------------|
 AZ0651
 AZ0651                          SUPERSEDED SURVEY CONTROL
 AZ0651
 AZ0651  NAD 83(1986)-  29 53 36.94105(N)    100 33 17.51451(W) AD(       ) 2
 AZ0651  NAD 27      -  29 53 36.17477(N)    100 33 16.19327(W) AD(       ) 2
 AZ0651  NGVD 29 (07/19/86)  725.9    (m)         2382.     (f) VERT ANG       
 AZ0651
 AZ0651.Superseded values are not recommended for survey control.
 AZ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0651.See file dsdata.txt to determine how the superseded data were derived.
 AZ0651
 AZ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4986708010(NAD 83)
 AZ0651_MARKER: DD = SURVEY DISK
 AZ0651_SETTING: 0 = UNSPECIFIED SETTING
 AZ0651
 AZ0651  HISTORY     - Date     Condition        Report By
 AZ0651  HISTORY     - 1941     MONUMENTED       USE
 AZ0651  HISTORY     - 1971     GOOD             USGS
 AZ0651
 AZ0651                          STATION DESCRIPTION
 AZ0651
 AZ0651'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0651'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO BRUSH.
 AZ0651'
 AZ0651'THIS STATION IS LOCATED NORTH 46 DEGREES EAST, 10 MILES AIRLINE
 AZ0651'DISTANCE FROM CARTA VALLEY, TEXAS, ON THE WEST SIDE OF U.S. HIGHWAY
 AZ0651'377 ON LAND OWNED BY WALT WARDLOW, DEL RIO, TEXAS.
 AZ0651'
 AZ0651'TO REACH FROM CARTA VALLEY, TEXAS, GO 12.6 MILES NORTHEAST ON
 AZ0651'U.S. HIGHWAY 377 TO STATION SITE 180 FEET LEFT (WEST), AND 8 FEET
 AZ0651'NORTH OF A USGS SIGN MOUNTED ON A METAL POST.
 AZ0651'
 AZ0651'STATION MARK--A U.S. ENGINEER DEPARTMENT BRONZE MARK, SET IN
 AZ0651'CONCRETE, POURED IN A 6 INCH STOVE PIPE, PROJECTING 0.1 FOOT
 AZ0651'AND STAMPED CODY 1941.
 AZ0651'
 AZ0651'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK
 AZ0651'TABLET, SET IN LARGE ROCK OUTCROP, PROJECTING 0.2 FEET AND STAMPED
 AZ0651'CODY 1941-NO. 1 1971.
 AZ0651'
 AZ0651'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK
 AZ0651'TABLET, SET IN LARGE ROCK OUTCROP, PROJECTING 0.2 FEET AND
 AZ0651'STAMPED CODY 1941-NO. 2 1971.
 AZ0651'
 AZ0651'STATION BARRON ET 1971, IS VISIBLE FROM THE GROUND AT THIS
 AZ0651'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 AZ0651'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1767 ***********************************************************************
 FL1767  DESIGNATION -  COETAS
 FL1767  PID         -  FL1767
 FL1767  STATE/COUNTY-  TX/POTTER
 FL1767  USGS QUAD   -  BERRY SAND DRAW (1953)
 FL1767
 FL1767                         *CURRENT SURVEY CONTROL
 FL1767  ___________________________________________________________________
 FL1767* NAD 83(1993)-  35 29 39.94330(N)    101 39 46.02779(W)     ADJUSTED  
 FL1767* NAVD 88     -      1065.     (meters)    3494.     (feet)  SCALED    
 FL1767  ___________________________________________________________________
 FL1767  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FL1767  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 FL1767
 FL1767  HORZ ORDER  -  FIRST
 FL1767
 FL1767.The horizontal coordinates were established by classical geodetic methods
 FL1767.and adjusted by the National Geodetic Survey in February 1996..
 FL1767
 FL1767.The orthometric height was scaled from a topographic map.
 FL1767
 FL1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1767
 FL1767.The geoid height was determined by GEOID03.
 FL1767
 FL1767;                    North         East     Units Scale Factor Converg.
 FL1767;SPC TX N     - 1,165,799.205   185,230.861   MT  0.99991176   -0 05 39.6
 FL1767;SPC TX N     - 3,824,792.89    607,711.58   sFT  0.99991176   -0 05 39.6
 FL1767;UTM  14      - 3,931,135.839   258,458.494   MT  1.00031903   -1 32 48.6
 FL1767
 FL1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1767!SPC TX N     -   0.99983696  x   0.99991176  =   0.99974873
 FL1767!UTM  14      -   0.99983696  x   1.00031903  =   1.00015594
 FL1767
 FL1767:                Primary Azimuth Mark                     Grid Az
 FL1767:SPC TX N     -  FRITCH NATURAL GAS PLINE STACK           021 43 48.2
 FL1767:UTM  14      -  FRITCH NATURAL GAS PLINE STACK           023 10 57.2
 FL1767
 FL1767|---------------------------------------------------------------------|
 FL1767| PID    Reference Object                     Distance      Geod. Az  |
 FL1767|                                                           dddmmss.s |
 FL1767| FL1839 FRITCH NATURAL GAS PLINE STACK      APPROX.18.7 KM 0213808.6 |
 FL1767| FL1845 W TEX GAS PUMPING STA ELEV TK       APPROX. 5.6 KM 0214058.7 |
 FL1767| CJ6944 TT 485 849                                         1061853.2 |
 FL1767| CJ6945 COETAS RM 1                          10.892 METERS 22213     |
 FL1767| FL1863 EXCELL US BUR OF MINE WATER TK      APPROX.31.8 KM 2974206.4 |
 FL1767| CJ6946 COETAS RM 2                          10.912 METERS 30029     |
 FL1767|---------------------------------------------------------------------|
 FL1767
 FL1767                          SUPERSEDED SURVEY CONTROL
 FL1767
 FL1767  NAD 83(1993)-  35 29 39.94670(N)    101 39 46.02256(W) AD(       ) 1
 FL1767  NAD 83(1986)-  35 29 39.95064(N)    101 39 46.01817(W) AD(       ) 1
 FL1767  NAD 27      -  35 29 39.78300(N)    101 39 44.38400(W) AD(       ) 1
 FL1767
 FL1767.Superseded values are not recommended for survey control.
 FL1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1767.See file dsdata.txt to determine how the superseded data were derived.
 FL1767
 FL1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5845831136(NAD 83)
 FL1767_MARKER: DS = TRIANGULATION STATION DISK
 FL1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1767
 FL1767  HISTORY     - Date     Condition        Report By
 FL1767  HISTORY     - 1951     MONUMENTED       CGS
 FL1767  HISTORY     - 1970     GOOD             USGS
 FL1767
 FL1767                          STATION DESCRIPTION
 FL1767
 FL1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1767'THE STATION IS LOCATED ON A SMALL BARREN MOUND ON THE PROPERTY
 FL1767'OF THE BIVINS ESTATE.  IT IS ABOUT 11 MILES AIRLINE SOUTH-SOUTHWEST
 FL1767'OF FRITCH, ABOUT 7 MILES AIRLINE NORTHWEST OF THE MASTERSON
 FL1767'RAILROAD STATION, AND ABOUT 2 MILES AILRINE WEST OF STATE
 FL1767'HIGHWAY 136.
 FL1767'
 FL1767'THE STATION IS A STANDARD DISK STAMPED COETAS 1951 SET IN
 FL1767'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1767'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 14.5 FEET SOUTH OF AN
 FL1767'EAST-WEST FENCELINE, 12 FEET EAST OF A WHITE WITNESS POST,
 FL1767'ABOUT 1/4 MILE EAST OF A WINDMILL, AND ABOUT 220 YARDS NORTH
 FL1767'OF THE CENTER LINE OF A TRACK ROAD.
 FL1767'
 FL1767'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COETAS
 FL1767'NO 1 1951 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FL1767'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT
 FL1767'18 INCHES LOWER THAN THE STATION.
 FL1767'
 FL1767'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COETAS
 FL1767'NO 2 1951 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FL1767'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT THE
 FL1767'SAME ELEVATION AS THE STATION.
 FL1767'
 FL1767'THE AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 FL1767'MARK DISK STAMPED TT 485 849 SET IN TOP OF AN 8-INCH SQUARE
 FL1767'CONCRETE MONUMENT WHICH PROJECTS ABOUT 8 INCHES ABOVE THE
 FL1767'GROUND.  IT IS 16 INCHES WEST OF A NORTH-SOUTH FENCELINE,
 FL1767'90 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 136,
 FL1767'AND 10 FEET SOUTH OF THE SOUTH END OF A STEEL GATE.
 FL1767'
 FL1767'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60
 FL1767'AND 66 IN AMARILLO, GO EAST ON U.S. HIGHWAYS 60 AND 66 FOR
 FL1767'2.7 MILES TO THE JUNCTION WITH STATE HIGHWAY 136.  TURN LEFT,
 FL1767'NORTH, AND FOLLOW STATE HIGHWAY 136 FOR 16.9 MILES TO A DIRT
 FL1767'SIDE ROAD ON THE RIGHT LEADING TO THE MASTERSON RAILROAD
 FL1767'STATION.  CONTINUE NORTH ON STATE HIGHWAY 136 FOR 5.6 MILES
 FL1767'TO A SIDE ROAD, LEFT, A STEEL GATE, AND THE AZIMUTH MARK.
 FL1767'(OBTAIN KEY FOR THE GATE FROM MR. LEWIS WILLIAMS WHO LIVES
 FL1767'ON THE WEST SIDE OF THE RAILROAD TRACKS ABOUT 1/2 MILE NORTH
 FL1767'OF THE MASTERSON RAILROAD STATION.) TURN LEFT, PASS THROUGH
 FL1767'THE STEEL GATE AND FOLLOW THE TRACK ROAD NORTHWESTERLY FOR
 FL1767'1.2 MILES.  TURN RIGHT AND FOLLOW NORTHEASTERLY ACROSS
 FL1767'COUNTRY FOR 0.5 MILE TO THE HIGHEST POINT AND THE STATION.
 FL1767'
 FL1767'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1767
 FL1767                          STATION RECOVERY (1970)
 FL1767
 FL1767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FL1767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0554 ***********************************************************************
 DP0554  DESIGNATION -  COGDELL
 DP0554  PID         -  DP0554
 DP0554  STATE/COUNTY-  TX/KENT
 DP0554  USGS QUAD   -  COOPER MOUNTAIN (1969)
 DP0554
 DP0554                         *CURRENT SURVEY CONTROL
 DP0554  ___________________________________________________________________
 DP0554* NAD 83(1993)-  33 00 40.18276(N)    100 50 34.04147(W)     ADJUSTED  
 DP0554* NAVD 88     -       823.     (meters)    2700.     (feet)  SCALED    
 DP0554  ___________________________________________________________________
 DP0554  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 DP0554  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DP0554
 DP0554  HORZ ORDER  -  FIRST
 DP0554
 DP0554.The horizontal coordinates were established by classical geodetic methods
 DP0554.and adjusted by the National Geodetic Survey in February 1996..
 DP0554
 DP0554.The orthometric height was scaled from a topographic map.
 DP0554
 DP0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0554
 DP0554.The geoid height was determined by GEOID03.
 DP0554
 DP0554;                    North         East     Units Scale Factor Converg.
 DP0554;SPC TXNC     - 2,151,531.213   381,132.354   MT  0.99987287   -1 16 39.9
 DP0554;SPC TXNC     - 7,058,815.32  1,250,431.73   sFT  0.99987287   -1 16 39.9
 DP0554;UTM  14      - 3,654,032.782   327,863.824   MT  0.99996536   -1 00 15.1
 DP0554
 DP0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0554!SPC TXNC     -   0.99987491  x   0.99987287  =   0.99974780
 DP0554!UTM  14      -   0.99987491  x   0.99996536  =   0.99984027
 DP0554
 DP0554|---------------------------------------------------------------------|
 DP0554| PID    Reference Object                     Distance      Geod. Az  |
 DP0554|                                                           dddmmss.s |
 DP0554| CX6958 COGDELL RM 1                          8.898 METERS 19900     |
 DP0554| CU1041 DERMOTT ATT MICROWAVE               APPROX. 7.7 KM 2304911.4 |
 DP0554| CX6957 COGDELL AZ MK                                      2700409.8 |
 DP0554| CX6959 COGDELL RM 2                          4.849 METERS 30615     |
 DP0554|---------------------------------------------------------------------|
 DP0554
 DP0554                          SUPERSEDED SURVEY CONTROL
 DP0554
 DP0554  NAD 83(1993)-  33 00 40.18648(N)    100 50 34.03530(W) AD(       ) 1
 DP0554  NAD 83(1986)-  33 00 40.18811(N)    100 50 34.03260(W) AD(       ) 1
 DP0554  NAD 27      -  33 00 39.82905(N)    100 50 32.59959(W) AD(       ) 1
 DP0554
 DP0554.Superseded values are not recommended for survey control.
 DP0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0554.See file dsdata.txt to determine how the superseded data were derived.
 DP0554
 DP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2786454033(NAD 83)
 DP0554_MARKER: DS = TRIANGULATION STATION DISK
 DP0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0554
 DP0554  HISTORY     - Date     Condition        Report By
 DP0554  HISTORY     - 1968     MONUMENTED       CGS
 DP0554
 DP0554                          STATION DESCRIPTION
 DP0554
 DP0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0554'STATION IS LOCATED ABOUT 23 MILES EAST-SOUTHEAST OF POST, ABOUT 22
 DP0554'MILES SOUTHWEST OF JAYTON AND ABOUT 22 MILES NORTH OF SNYDER ON A
 DP0554'PROMINENT BUTTE OWNED BY MRS. JONISUE BOWDEN OF SNYDER.
 DP0554'
 DP0554'TO REACH FROM THE COURTHOUSE IN SNYDER, GO NORTH ON STATE HIGHWAY
 DP0554'208 FOR 6.4 MILES TO JUNCTION WITH FARM ROAD 1611, CONTINUE NORTH
 DP0554'FOR 10.3 MILES TO A PAVED ROAD RIGHT, CONTINUE FOR 3.4 MILES TO A
 DP0554'PAVED ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.6 MILE TO END OF
 DP0554'PAVEMENT AND CHAPMAN AND MC FARLIN PRODUCTING COMPANY OFFICE ON
 DP0554'THE LEFT, CONTINUE EAST ON GRAVEL ROAD FOR 0.35 MILE TO CROSSROAD,
 DP0554'TURN LEFT AND GO 0.4 MILE TO T ROAD, TURN RIGHT AND FOLLOW MAIN
 DP0554'ROAD FOR 0.45 MILE TO CROSSROAD, TURN LEFT, CROSSING CATTLE GUARD
 DP0554'AND GO NORTHERLY FOR 0.85 MILE TO TWO STORAGE TANKS AND A
 DP0554'HEATER TREATER ON LEFT (AZIMUTH MARK IS IN THE CONCRETE
 DP0554'FOUNDATION OF HEATER TREATER), BEAR RIGHT, KEEP ALL RIGHT
 DP0554'FORKS FOR 0.3 MILE TO COGDELL CANYON REEF WELL NUMBER I-47, BEAR
 DP0554'RIGHT AND FOLLOW OLD ROAD AROUND BUTTE FOR 0.35 MILE TO WELL
 DP0554'NUMBER I-52, CONTINUE ON BLADED ROAD LEADING TO THE NORTH END
 DP0554'OF BUTTE TO TOP OF BUTTE, TURN LEFT FOR ABOUT 300 FEET TO STATION.
 DP0554'
 DP0554'STATION MARK, A STANDARD DISK STAMPED COGDELL 1968, IS SET IN THE
 DP0554'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  THE MARK IS
 DP0554'ABOUT 300 FEET SOUTH OF THE NORTH END OF RIDGE AND 5.2 FEET
 DP0554'SOUTHWEST OF WITNESS POST.
 DP0554'
 DP0554'REFERENCE MARK 1, A STANDARD DISK STAMPED COGDELL NO 1 1968, IS
 DP0554'BRAZED TO THE TOP OF A 2 INCH SOIL PIPE WHICH PROJECTS 6
 DP0554'INCHES.  THE MARK IS ABOUT 1 FOOT LOWER THAN THE STATION AND 34.5
 DP0554'FEET SOUTHWEST OF WITNESS POST.
 DP0554'
 DP0554'REFERENCE MARK 2, A STANDARD DISK STAMPED COGDELL NO 2 1968, IS
 DP0554'BRAZED TO THE TOP OF 2 INCH SOIL PIPE WHICH PROJECTS 3
 DP0554'INCHES.  THE MARK IS ABOUT THE SAME ELEVATION AS THE STATION AND
 DP0554'15.9 FEET NORTHWEST OF WITNESS POST.
 DP0554'
 DP0554'AZIMUTH MARK, A STANDARD DISK STAMPED COGDELL 1968, IS SET IN A
 DP0554'DRILL HOLE IN THE EAST EDGE OF THE CONCRETE FOUNDATION OF A HEATER
 DP0554'TREATER WHICH IS 74 FEET WEST OF TRACK ROAD FORK.
 DP0554'
 DP0554'NOTE--4 WHEEL DRIVE NEEDED FROM WELL I-47
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0957 ***********************************************************************
 EN0957  DESIGNATION -  COGDELL
 EN0957  PID         -  EN0957
 EN0957  STATE/COUNTY-  TX/BRISCOE
 EN0957  USGS QUAD   -  BIG BETTY RESERVOIR (1965)
 EN0957
 EN0957                         *CURRENT SURVEY CONTROL
 EN0957  ___________________________________________________________________
 EN0957* NAD 83(1993)-  34 42 31.34282(N)    101 18 58.36843(W)     ADJUSTED  
 EN0957* NAVD 88     -       982.2    (meters)    3222.     (feet)  VERTCON   
 EN0957  ___________________________________________________________________
 EN0957  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 EN0957  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EN0957
 EN0957  HORZ ORDER  -  THIRD
 EN0957
 EN0957.The horizontal coordinates were established by classical geodetic methods
 EN0957.and adjusted by the National Geodetic Survey in February 1996..
 EN0957
 EN0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0957
 EN0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0957
 EN0957.The geoid height was determined by GEOID03.
 EN0957
 EN0957;                    North         East     Units Scale Factor Converg.
 EN0957;SPC TX N     - 1,078,638.509   216,836.547   MT  0.99998691   +0 06 23.4
 EN0957;SPC TX N     - 3,538,833.17    711,404.57   sFT  0.99998691   +0 06 23.4
 EN0957;UTM  14      - 3,843,182.669   287,874.928   MT  1.00015464   -1 19 09.7
 EN0957
 EN0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0957!SPC TX N     -   0.99985010  x   0.99998691  =   0.99983701
 EN0957!UTM  14      -   0.99985010  x   1.00015464  =   1.00000472
 EN0957
 EN0957                          SUPERSEDED SURVEY CONTROL
 EN0957
 EN0957  NAD 83(1993)-  34 42 31.34654(N)    101 18 58.36511(W) AD(       ) 3
 EN0957  NAD 83(1986)-  34 42 31.34837(N)    101 18 58.35927(W) AD(       ) 3
 EN0957  NGVD 29 (01/19/93)  981.8    (m)         3221.     (f) VERT ANG       
 EN0957
 EN0957.Superseded values are not recommended for survey control.
 EN0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0957.See file dsdata.txt to determine how the superseded data were derived.
 EN0957
 EN0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8787543183(NAD 83)
 EN0957_MARKER: DD = SURVEY DISK
 EN0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0957+STABILITY: SURFACE MOTION
 EN0957
 EN0957  HISTORY     - Date     Condition        Report By
 EN0957  HISTORY     - 1954     MONUMENTED       USGS
 EN0957
 EN0957                          STATION DESCRIPTION
 EN0957
 EN0957'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0957'STATION LOCATED ABOUT 16.0 MI. (AIRLINE) N. OF SILVERTON, ABOUT 14.0
 EN0957'MI. (AIRLINE) SE. OF WAYSIDE ON HIGHEST PART OF PROMINENT POINT ON S.
 EN0957'SIDE OF PALO DURO CANYON.
 EN0957'
 EN0957'TO REACH FROM SILVERTON POST OFFICE, GO 1/2 BLOCK W., 1 BLOCK N. TO
 EN0957'STATE HIGHWAY 86, TURN LEFT (W.) ON HIGHWAY 86 4.5 MI. TO INTERSECTION
 EN0957'OF FARM ROAD 146, TURN RIGHT (N.), ON FARM ROAD 146 AND GO 14.0 MI.,
 EN0957'TURN RIGHT (E.) AND GO 0.8 MI. TO T-RD. N., TURN LEFT (N.) 1.6 MI. TO
 EN0957'T-RD. N., CONTINUE ON E. 3.1 MI. TO TULE RANCH, FROM NE. CORNER OF TIN
 EN0957'BARN GO E. ON MAIN TRAVELED RD. 4.2 MI. TO CATTLEGUARD ON TOP OF HILL,
 EN0957'GO LEFT (N.), ACROSS COUNTRY ALONG E. SIDE OF FENCE 0.25 MI. TO TOP
 EN0957'OF RIDGE, TURN RIGHT (NE.) AND GO ALONG RIDGE TOP 0.1 MI. TO STATION
 EN0957'SITE.
 EN0957'
 EN0957'STATION MARK--STANDARD TABLET STAMPED---COGDELL 1954---, SET IN TOP
 EN0957'OF CONCRETE POST PROJECTING 0.1 FT. ABOVE GROUND.
 EN0957'
 EN0957'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---COGDELL
 EN0957'NO. 1 1954---, SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.2 FT.
 EN0957'ABOVE GROUND, 41.09 FT. FROM STATION MARK BEARING S 48 43 E.
 EN0957'
 EN0957'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---COGDELL
 EN0957'NO. 2 1954---, SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.2 FT.
 EN0957'ABOVE GROUND, 41.55 FT. FROM STATION MARK BEARING S 49 26 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1259 ***********************************************************************
 CR1259  DESIGNATION -  COKE
 CR1259  PID         -  CR1259
 CR1259  STATE/COUNTY-  TX/WOOD
 CR1259  USGS QUAD   -  PLEASANT GROVE (1980)
 CR1259
 CR1259                         *CURRENT SURVEY CONTROL
 CR1259  ___________________________________________________________________
 CR1259* NAD 83(1993)-  32 56 14.56017(N)    095 26 40.64686(W)     ADJUSTED  
 CR1259* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 CR1259  ___________________________________________________________________
 CR1259  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CR1259  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR1259
 CR1259  HORZ ORDER  -  SECOND
 CR1259
 CR1259.The horizontal coordinates were established by classical geodetic methods
 CR1259.and adjusted by the National Geodetic Survey in February 1996..
 CR1259
 CR1259.The orthometric height was scaled from a topographic map.
 CR1259
 CR1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1259
 CR1259.The geoid height was determined by GEOID03.
 CR1259
 CR1259;                    North         East     Units Scale Factor Converg.
 CR1259;SPC TXNC     - 2,145,063.082   885,660.130   MT  0.99987460   +1 39 59.0
 CR1259;SPC TXNC     - 7,037,594.46  2,905,703.28   sFT  0.99987460   +1 39 59.0
 CR1259;UTM  15      - 3,646,996.779   271,443.647   MT  1.00024415   -1 19 47.2
 CR1259
 CR1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1259!SPC TXNC     -   0.99997744  x   0.99987460  =   0.99985205
 CR1259!UTM  15      -   0.99997744  x   1.00024415  =   1.00022159
 CR1259
 CR1259|---------------------------------------------------------------------|
 CR1259| PID    Reference Object                     Distance      Geod. Az  |
 CR1259|                                                           dddmmss.s |
 CR1259| CX9268 COKE RM 1                            19.295 METERS 00235     |
 CR1259| CX9269 COKE RM 2                            17.012 METERS 12644     |
 CR1259| CX9267 COKE AZ MK                                         3251803.5 |
 CR1259|---------------------------------------------------------------------|
 CR1259
 CR1259                          SUPERSEDED SURVEY CONTROL
 CR1259
 CR1259  NAD 83(1993)-  32 56 14.56534(N)    095 26 40.63985(W) AD(       ) 2
 CR1259  NAD 83(1986)-  32 56 14.56620(N)    095 26 40.63381(W) AD(       ) 2
 CR1259  NAD 27      -  32 56 14.13360(N)    095 26 39.80920(W) AD(       ) 2
 CR1259
 CR1259.Superseded values are not recommended for survey control.
 CR1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1259.See file dsdata.txt to determine how the superseded data were derived.
 CR1259
 CR1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS7144446997(NAD 83)
 CR1259_MARKER: DS = TRIANGULATION STATION DISK
 CR1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1259
 CR1259  HISTORY     - Date     Condition        Report By
 CR1259  HISTORY     - 1957     MONUMENTED       CGS
 CR1259  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CR1259  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 CR1259
 CR1259                          STATION DESCRIPTION
 CR1259
 CR1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1259'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF QUITMAN AND
 CR1259'ABOUT 9 MILES WEST-SOUTHWEST OF WINNSBORO.  IT IS 98 FEET
 CR1259'NORTHWEST OF A 3 FOOT TREE WITH TRIANGLE BLAZE, 49 FEET
 CR1259'WEST-SOUTHWEST OF AN OILED TRACK ROAD AND 2 FEET SOUTHEAST OF A
 CR1259'WHITE WITNESS POST.  IT IS STAMPED COKE 1957 AND PROJECTS 6
 CR1259'INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1259'
 CR1259'REFERENCE MARK NO. 1 IS 35 FEET SOUTHEAST OF A FENCE CORNER AND
 CR1259'21 FEET WEST-SOUTHWEST OF AN OILED TRACK ROAD.  IT IS STAMPED COKE
 CR1259'NO 1 1957 AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1259'
 CR1259'REFERENCE MARK NO. 2 IS 47 FEET NORTH-NORTHWEST OF A 3 FOOT
 CR1259'TREE WITH TRIANGLE BLAZE AND 23 FEET WEST-SOUTHWEST OF AN OILED
 CR1259'TRACK ROAD.  IT IS STAMPED COKE NO 2 1957 AND PROJECTS 5
 CR1259'INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1259'
 CR1259'THE AZIMUTH MARK IS 100 FEET NORTH OF THE NORTHEAST CORNER
 CR1259'OF HOUSE PORCH, 42 FEET EAST OF A LARGE TREE JUST WEST OF
 CR1259'SMALL GARAGE AND 8 FEET EAST OF THE SOUTHEAST CORNER OF SMALL
 CR1259'GARAGE.  IT IS STAMPED COKE 1957 AND PROJECTS 5 INCHES ABOUT
 CR1259'THE SURFACE OF THE GROUND.
 CR1259'
 CR1259'TO REACH FROM THE COURTHOUSE IN QUITMAN, GO EASTERLY ON STATE
 CR1259'ROAD 154 AND STATE ROAD 37 FOR 0.3 MILE TO JUNCTION OF STATE
 CR1259'ROAD 154 AND 37, KEEP LEFT ON STATE ROAD 37 AND GO 2.9 MILES
 CR1259'TO FARM ROAD 69 ON LEFT AND SIGN ON RIGHT COKE, TURN LEFT
 CR1259'NORTHERLY ON FARM ROAD 69 AND GO 6.4 MILES TO A T ROAD AND STORE
 CR1259'AT COKE, TURN LEFT ON FARM ROAD 1483 AND GO WESTERLY FOR 0.8
 CR1259'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHERLY FOR 0.7
 CR1259'MILE TO A HOUSE ON THE LEFT (HOME OF MR. T.E. GALLOWAY)
 CR1259'CONTINUE FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 CR1259'0.15 MILE TO A DIM CROSS ROAD, TURN RIGHT, PASS OVER
 CR1259'CATTLE GUARD AND GO 0.1 MILE TO STATION ON RIGHT AS
 CR1259'DESCRIBED.
 CR1259'
 CR1259'TO REACH AZIMUTH MARK FROM THE STATION GO NORTHWEST 0.25 MILE
 CR1259'TO FARM YARD AND AZIMUTH MARK AS DESCRIBED.
 CR1259'
 CR1259'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 CR1259
 CR1259                          STATION RECOVERY (1995)
 CR1259
 CR1259'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1259'MARK NOT FOUND.
 CR1259
 CR1259                          STATION RECOVERY (2004)
 CR1259
 CR1259'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1092 ***********************************************************************
 DN1092  DESIGNATION -  COKER
 DN1092  PID         -  DN1092
 DN1092  STATE/COUNTY-  TX/HUNT
 DN1092  USGS QUAD   -  WOLFE CITY (1965)
 DN1092
 DN1092                         *CURRENT SURVEY CONTROL
 DN1092  ___________________________________________________________________
 DN1092* NAD 83(1993)-  33 17 02.25013(N)    096 06 50.40937(W)     ADJUSTED  
 DN1092* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 DN1092  ___________________________________________________________________
 DN1092  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DN1092  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DN1092
 DN1092  HORZ ORDER  -  FIRST
 DN1092
 DN1092.The horizontal coordinates were established by classical geodetic methods
 DN1092.and adjusted by the National Geodetic Survey in February 1996..
 DN1092
 DN1092.The orthometric height was scaled from a topographic map.
 DN1092
 DN1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1092
 DN1092.The geoid height was determined by GEOID03.
 DN1092
 DN1092;                    North         East     Units Scale Factor Converg.
 DN1092;SPC TXNC     - 2,181,865.541   822,216.526   MT  0.99988081   +1 18 04.7
 DN1092;SPC TXNC     - 7,158,337.20  2,697,555.39   sFT  0.99988081   +1 18 04.7
 DN1092;UTM  14      - 3,686,484.054   768,776.486   MT  1.00049077   +1 35 05.1
 DN1092
 DN1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1092!SPC TXNC     -   0.99997168  x   0.99988081  =   0.99985249
 DN1092!UTM  14      -   0.99997168  x   1.00049077  =   1.00046244
 DN1092
 DN1092|---------------------------------------------------------------------|
 DN1092| PID    Reference Object                     Distance      Geod. Az  |
 DN1092|                                                           dddmmss.s |
 DN1092| CX9272 COKER RM 1                           33.903 METERS 01938     |
 DN1092| CX9273 COKER RM 2                           42.750 METERS 09238     |
 DN1092| DM1412 COMMERCE MUNICIPAL TANK             APPROX.20.2 KM 1001657.5 |
 DN1092| DM1407 COMMERCE E TEX ST TEACH COL TK      APPROX.19.8 KM 1051533.3 |
 DN1092| DN1102 GREENVILLE RAD STA KGVL MAST        APPROX.13.0 KM 1734421.5 |
 DN1092| DN1101 GREENVILLE CEN CHRISTIAN CH         APPROX.16.1 KM 1781637.3 |
 DN1092| DN1100 GREENVILLE MUNICIPAL TANK           APPROX.16.8 KM 1793008.4 |
 DN1092| CX9270 COKER AZ MK                                        2122753.2 |
 DN1092| CX9271 COKER AZ MK 2                                      2132239.6 |
 DN1092|---------------------------------------------------------------------|
 DN1092
 DN1092                          SUPERSEDED SURVEY CONTROL
 DN1092
 DN1092  NAD 83(1993)-  33 17 02.25238(N)    096 06 50.40579(W) AD(       ) 1
 DN1092  NAD 83(1986)-  33 17 02.25694(N)    096 06 50.39753(W) AD(       ) 1
 DN1092  NAD 27      -  33 17 01.85200(N)    096 06 49.49500(W) AD(       ) 1
 DN1092
 DN1092.Superseded values are not recommended for survey control.
 DN1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1092.See file dsdata.txt to determine how the superseded data were derived.
 DN1092
 DN1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6877686484(NAD 83)
 DN1092_MARKER: DS = TRIANGULATION STATION DISK
 DN1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1092
 DN1092  HISTORY     - Date     Condition        Report By
 DN1092  HISTORY     - 1935     MONUMENTED       CGS
 DN1092  HISTORY     - 1937     GOOD             TXHD
 DN1092  HISTORY     - 1957     GOOD             CGS
 DN1092  HISTORY     - 1957     GOOD             CGS
 DN1092  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN1092
 DN1092                          STATION DESCRIPTION
 DN1092
 DN1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1092'STATION IS ABOUT 10 MILES N OF GREENVILLE, ABOUT 4-1/2 MILES
 DN1092'ESE OF CELESTE, ABOUT 1 MILE NNE OF THE VILLAGE OF WHITE
 DN1092'ROCK, ON FARM OWNED BY ARTHUR GREEN OF WHITE ROCK, AND
 DN1092'OCCUPIED BY HENRY COKER, 215 FEET WSW OF THE SW CORNER OF
 DN1092'MR. COKERS HOUSE, AT SW CORNER OF A SMALL PASTURE, 4 FEET
 DN1092'NW OF THE SW CORNER POST OF PASTURE, 3 FEET W OF THE W PASTURE
 DN1092'FENCE, 16 FEET SSE OF A 24-INCH, HEDGE-APPLE TREE, 40 FEET
 DN1092'SE OF CENTER LINE OF THE FARM LANE AT POINT WHERE IT JOGS
 DN1092'N AROUND PASTURE.  THE MARK PROJECTS 2 INCHES.
 DN1092'
 DN1092'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1092'BRONZE DISKS SET IN CONCRETE.
 DN1092'
 DN1092'REFERENCE MARK NO. 1 IS NNE OF STATION, ON N SIDE OF PASTURE,
 DN1092'1 FOOT N OF THE N PASTURE FENCE, 15 FEET E OF THE NW CORNER
 DN1092'POST OF PASTURE.  IT PROJECTS 4 INCHES.
 DN1092'
 DN1092'REFERENCE MARK NO. 2 IS E OF STATION, ON S SIDE OF PASTURE,
 DN1092'ON FENCE LINE, 138 FEET E OF SW CORNER POST OF PASTURE,
 DN1092'ABOUT 80 FEET WSW OF SW CORNER OF THE HOUSE.
 DN1092'
 DN1092'AZIMUTH MARK IS SW OF STATION, ON MRS. TROTTERS PROPERTY,
 DN1092'ABOUT 250 FEET NW OF HER HOUSE, 18 FEET E OF CENTER LINE OF
 DN1092'N-S DIRT ROAD, 14 FEET S OF SW CORNER POST OF PASTURE.  IT
 DN1092'PROJECTS 3 INCHES.
 DN1092'
 DN1092'TO REACH FROM THE NW CORNER OF THE COURTHOUSE SQUARE IN
 DN1092'GREENVILLE, GO N ON STATE HIGHWAYS 24 AND 34, 1.0 MILE TO WHERE
 DN1092'THE TWO ROUTES FORK.  TURN LEFT (N) ON STATE HIGHWAY 34
 DN1092'AND CONTINUE N ON IT 8.0 MILES TO CROSSROADS AT A COTTON
 DN1092'GIN.  THENCE W ON DIRT ROAD 1.25 MILES TO THE VILLAGE OF
 DN1092'WHITE ROCK AND A DIRT ROAD LEADING N.  THENCE N ON DIRT ROAD
 DN1092'1.0 MILE TO THE FARM LANE LEADING E.  THENCE E ON FARM LANE
 DN1092'0.3 MILE TO THE HEDGE-APPLE TREE AT THE SW CORNER OF THE
 DN1092'PASTURE AND THE STATION.
 DN1092'
 DN1092'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 DN1092'
 DN1092'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 DN1092
 DN1092                          STATION RECOVERY (1937)
 DN1092
 DN1092'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1092'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 DN1092'
 DN1092'NO ATTEMPT MADE TO RECOVER REFERENCE MARKS.
 DN1092
 DN1092                          STATION RECOVERY (1957)
 DN1092
 DN1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1092'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 DN1092'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE
 DN1092'WAS FOUND IN THE REFERENCE MARK MEASUREMENTS.  THE AZIMUTH MARK
 DN1092'WAS DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 DN1092'
 DN1092'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DN1092'
 DN1092'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF GREENVILLE,
 DN1092'ABOUT 5 MILES EAST-SOUTHEAST OF CELESTE, ABOUT 1 MILE
 DN1092'NORTH-NORTHEAST OF THE VILLAGE OF WHITE ROCK AND ON THE
 DN1092'PROPERTY OF J. THOMPSON.  THE STATION MARK IS 44 FEET SOUTHEAST
 DN1092'OF THE CENTER OF A CURVE IN A DIRT ROAD, 26 FEET NORTHEAST OF
 DN1092'A FENCE CORNER AND A 8 INCH TREE AND 14 FEET SOUTHEAST OF
 DN1092'A 36 INCH TREE.  IT IS STAMPED COKER 1935 AND PROJECTS 3
 DN1092'INCHES.
 DN1092'
 DN1092'REFERENCE MARK NO. 1 IS 12 FEET SOUTH OF THE CENTER OF A
 DN1092'DIRT ROAD AND 3 FEET NORTH OF A FENCE.  IT IS STAMPED COKER
 DN1092'NO 1 1935 AND PROJECTS 12 INCHES.
 DN1092'
 DN1092'REFERENCE MARK NO. 2 IS ON THE EAST EDGE OF A SMALL DIRT
 DN1092'TANK AND 3 FEET NORTH OF A FENCE.  IT IS STAMPED COKER NO 2
 DN1092'1935 AND PROJECTS 6 INCHES.
 DN1092'
 DN1092'AZIMUTH MARK IS 41 FEET EAST OF THE CENTER OF FARM ROAD 1566,
 DN1092'38 FEET NORTH OF THE NORTHWEST CORNER OF A BARN AND 1 FOOT
 DN1092'NORTH OF A WHITE WITNESS POST.  IT IS STAMPED COKER 1935 RESET
 DN1092'1957 AND PROJECTS 2 INCHES.
 DN1092'
 DN1092'TO REACH THE STATION FROM THE POST OFFICE IN WOLFE CITY
 DN1092'GO WEST FOR 0.05 MILE, TURN LEFT AND GO SOUTH FOR 0.55 MILE
 DN1092'ON STATE HIGHWAY 34 TO THE JUNCTION WITH FARM ROAD 512, TURN RIGHT
 DN1092'AND GO WEST AND SOUTH ON STATE HIGHWAY 34 FOR 7.25 MILES
 DN1092'TO FARM ROAD 1566 RIGHT, TURN RIGHT AND GO WEST ON FARM ROAD
 DN1092'1566 FOR 1.15 MILES TO SMALL VILLAGE OF WHITE ROCK, KEEP
 DN1092'RIGHT ON FARM ROAD 1566 FOR 0.6 MILE TO AZIMUTH MARK ON
 DN1092'RIGHT AS DESCRIBED, CONTINUE ON NORTH FOR 0.4 MILE TO A
 DN1092'FARM LANE RIGHT, TURN RIGHT ON FARM LANE AND GO FOR 0.3
 DN1092'MILE WHERE LANE TURNS RIGHT AND STATION ON RIGHT AS
 DN1092'DESCRIBED.
 DN1092
 DN1092                          STATION RECOVERY (1957)
 DN1092
 DN1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DN1092'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1092'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1092'TO STATION SITE ARE CORRECT.
 DN1092
 DN1092                          STATION RECOVERY (1994)
 DN1092
 DN1092'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0993 ***********************************************************************
 CU0993  DESIGNATION -  COLAIR
 CU0993  PID         -  CU0993
 CU0993  STATE/COUNTY-  TX/MITCHELL
 CU0993  USGS QUAD   -  COLORADO CITY (1979)
 CU0993
 CU0993                         *CURRENT SURVEY CONTROL
 CU0993  ___________________________________________________________________
 CU0993* NAD 83(1993)-  32 25 11.33518(N)    100 48 40.70005(W)     ADJUSTED  
 CU0993* NAVD 88     -       661.     (meters)    2169.     (feet)  SCALED    
 CU0993  ___________________________________________________________________
 CU0993  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CU0993  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CU0993
 CU0993  HORZ ORDER  -  SECOND
 CU0993
 CU0993.The horizontal coordinates were established by classical geodetic methods
 CU0993.and adjusted by the National Geodetic Survey in February 1996..
 CU0993
 CU0993.The orthometric height was scaled from a topographic map.
 CU0993
 CU0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0993
 CU0993.The geoid height was determined by GEOID03.
 CU0993
 CU0993;                    North         East     Units Scale Factor Converg.
 CU0993;SPC TXNC     - 2,085,908.890   382,630.577   MT  0.99993298   -1 15 38.1
 CU0993;SPC TXNC     - 6,843,519.42  1,255,347.15   sFT  0.99993298   -1 15 38.1
 CU0993;UTM  14      - 3,588,414.187   329,684.491   MT  0.99995771   -0 58 16.7
 CU0993
 CU0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0993!SPC TXNC     -   0.99990037  x   0.99993298  =   0.99983336
 CU0993!UTM  14      -   0.99990037  x   0.99995771  =   0.99985808
 CU0993
 CU0993:                Primary Azimuth Mark                     Grid Az
 CU0993:SPC TXNC     -  CHAMP                                    127 06 05.4
 CU0993:UTM  14      -  CHAMP                                    126 48 44.0
 CU0993
 CU0993|---------------------------------------------------------------------|
 CU0993| PID    Reference Object                     Distance      Geod. Az  |
 CU0993|                                                           dddmmss.s |
 CU0993| CU0991 CHAMP                               APPROX. 3.2 KM 1255027.3 |
 CU0993| CX6960 COLAIR RM 1                          15.583 METERS 16716     |
 CU0993| AI0414 COLAIR AZ MK                                       1692515.2 |
 CU0993| CU0995 COLORADO CITY MUN TANK              APPROX. 5.3 KM 2513015.9 |
 CU0993| CU0996 COLORADO CITY FRONTIER TV MAST      APPROX. 5.5 KM 2615437.4 |
 CU0993| CX6961 COLAIR RM 2                          30.422 METERS 34912     |
 CU0993|---------------------------------------------------------------------|
 CU0993
 CU0993                          SUPERSEDED SURVEY CONTROL
 CU0993
 CU0993  NAD 83(1986)-  32 25 11.34001(N)    100 48 40.69093(W) AD(       ) 2
 CU0993  NAD 27      -  32 25 10.91429(N)    100 48 39.28670(W) AD(       ) 2
 CU0993
 CU0993.Superseded values are not recommended for survey control.
 CU0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0993.See file dsdata.txt to determine how the superseded data were derived.
 CU0993
 CU0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA2968488414(NAD 83)
 CU0993_MARKER: DS = TRIANGULATION STATION DISK
 CU0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0993
 CU0993  HISTORY     - Date     Condition        Report By
 CU0993  HISTORY     - 1968     MONUMENTED       CGS
 CU0993  HISTORY     - 1982     GOOD             NGS
 CU0993
 CU0993                          STATION DESCRIPTION
 CU0993
 CU0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0993'STATION IS LOCATED 5.5 MILES WEST OF LORAINE, 3.5 MILES NORTHEAST
 CU0993'OF COLORADO CITY, ON THE ROAD RIGHT-OF-WAY, NEXT TO A SMALL
 CU0993'AIRSTRIP AND SET APPROXIMATELY IN THE CENTER BETWEEN TWO SMALL
 CU0993'AIRPLANE HANGERS.
 CU0993'
 CU0993'TO REACH FROM THE JUNCTION OF HIGHWAYS INTERSTATE 20 AND FARM ROAD
 CU0993'208 IN THE NORTH EDGE OF COLORADO CITY, GO EAST ON INTERSTATE 20
 CU0993'FOR 3.3 MILES TO FARM ROAD EXIT 1899, TURN RIGHT OFF INTERSTATE 20
 CU0993'TO FARM ROAD 1899, TURN LEFT, NORTH, ON FARM ROAD 1899 FOR 1.2
 CU0993'MILES TO A BRIDGE, (AND THE AZIMUTH MARK ON THE RIGHT), CONTINUE
 CU0993'NORTH ON FARM ROAD 1899 FOR 0.3 MILE TO THE STATION ON THE
 CU0993'RIGHT.
 CU0993'
 CU0993'STATION MARK, A STANDARD DISK STAMPED COLAIR 1968, SET IN THE TOP
 CU0993'OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CU0993'SURFACE OF THE GROUND.  55.7 FEET EAST OF THE CENTER OF FARM ROAD
 CU0993'1899, 3.7 FEET WEST OF A FENCE AND 3.6 FEET WEST OF A METAL
 CU0993'WITNESS POST.
 CU0993'
 CU0993'REFERENCE MARK NO 1, A STANDARD DISK STAMPED COLAIR NO 1 1968, SET
 CU0993'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 CU0993'THE SURFACE OF THE GROUND.  55.4 FEET EAST OF THE APPROXIMATE
 CU0993'CENTER OF FARM ROAD 1899, 50 FEET SOUTH OF THE WITNESS POST AND 3.6
 CU0993'FEET WEST OF THE FENCE.
 CU0993'
 CU0993'REFERENCE MARK NO 2, A STANDARD DISK STAMPED COLAIR NO 2 1968, SET
 CU0993'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 CU0993'THE SURFACE OF THE GROUND.  55.3 FEET EAST OF THE APPROXIMATE
 CU0993'CENTER OF FARM ROAD 1899, 100 FEET NORTH OF THE WITNESS POST AND
 CU0993'3.5 FEET WEST OF THE FENCE.
 CU0993'
 CU0993'AZIMUTH MARK, A STANDARD DISK STAMPED COLAIR 1968, SET IN A DRILL
 CU0993'HOLE IN THE SOUTHEAST END OF A BRIDGE ABUTMENT, WHICH PROJECTS 1
 CU0993'FOOT ABOVE THE SURFACE OF THE ROAD.  33.5 FEET WEST OF THE FENCE,
 CU0993'16 FEET EAST OF THE APPROXIMATE CENTER OF FARM ROAD 1899 AND 0.8
 CU0993'FEET NORTH OF A STEEL POST WITH REFLECTORS.
 CU0993
 CU0993                          STATION RECOVERY (1982)
 CU0993
 CU0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CU0993'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE AZIMUTH
 CU0993'MARK IS IN DANGER DUE TO CHIPPED CONCRETE AND IT CANNOT BE SET UPON
 CU0993'WITH INSTRUMENTS.  A NEW AZIMUTH MARK WAS SET AT THIS TIME.  NO
 CU0993'MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THE ANGLE.
 CU0993'
 CU0993'THE STATION IS LOCATED 9.60 KM (6.0 MI) WEST OF LORAINE, 5.60 KM (3.5
 CU0993'MI) NORTHEST OF COLORADO CITY AND ALONG THE EAST RIGHT-OF-WAY OF FARM
 CU0993'ROAD 1899.
 CU0993'
 CU0993'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND FARM ROAD 208
 CU0993'ON THE EAST SIDE OF COLORADO CITY, GO EAST ON INTERSTATE 20 FOR 5.28
 CU0993'KM (3.3 MI) TO THE FARM ROAD 1899 EXIT.  GO NORTH ON FARM ROAD 1899
 CU0993'FOR 1.92 KM (1.2 MI) TO A BRIDGE AND THE AZ MK 1968 ON THE RIGHT.
 CU0993'CONTINUE NORTHERLY ON FARM ROAD 1899 FOR 0.48 KM (0.3 MI) TO THE
 CU0993'STATION ON THE RIGHT. CONTINUE NORTHERLY FOR 0.64 KM (0.4 MI) TO THE
 CU0993'AZIMUTH MARK 2 ON THE RIGHT.
 CU0993'
 CU0993'STATION MARK, STAMPED---COLAIR 1968---IS A STANDARD DISK SET IN THE
 CU0993'TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 17.07
 CU0993'METERS (56.0 FT) EAST OF THE CENTER OF THE ROAD, 1.13 METERS (3.7 FT)
 CU0993'WEST OF A FENCE AND 0.61 METER (2.0 FT) WEST OF A WITNESS POST.
 CU0993'
 CU0993'REFERENCE MARK 1, STAMPED---COLAIR NO 1 1968---IS A STANDARD DISK SET
 CU0993'IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 CU0993'IS 17.07 METERS (56.0 FT) EAST OF THE CENTER OF THE ROAD, 15.24
 CU0993'METERS (50.0 FT) SOUTH OF A WITNESS POST AND 1.10 METERS (3.6 FT)
 CU0993'WEST OF THE FENCE.
 CU0993'
 CU0993'REFERENCE MARK 2, STAMPED---COLAIR NO 2 1968---IS A STANDARD DISK SET
 CU0993'IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 CU0993'IS 16.76 METERS (55.0 FT) EAST OF THE CENTER OF THE ROAD AND 1.07
 CU0993'METERS (3.5 FT) WEST OF THE FENCE.
 CU0993'
 CU0993'AZIMUTH MARK 1968, STAMPED---COLAIR 1968---IS A STANDARD DISK SET IN
 CU0993'A DRILL HOLE IN THE AUTMENT OF A CONCRETE BRIDGE.  IT IS ABOUT 0.3
 CU0993'METER HIGHER THAN THE HIGHWAY AND 0.24 METER (0.8 FT) NORTH OF THE
 CU0993'SOUTH END OF THE ABUTMENT.
 CU0993'
 CU0993'AZIMUTH MARK 2, STAMPED---COLAIR NO 2 1968 1982---IS A STANDARD DISK
 CU0993'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 CU0993'IT IS 17.07 METERS (56.0 FT) EAST OF THE CENTER OF THE ROAD, 1.22
 CU0993'METERS (4.0 FT) WEST OF A FENCE AND 0.61 METER (2.0 FT) WEST OF A
 CU0993'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0886 ***********************************************************************
 GK0886  DESIGNATION -  COLD
 GK0886  PID         -  GK0886
 GK0886  STATE/COUNTY-  TX/HANSFORD
 GK0886  USGS QUAD   -  PHILLIPS CAMP (1974)
 GK0886
 GK0886                         *CURRENT SURVEY CONTROL
 GK0886  ___________________________________________________________________
 GK0886* NAD 83(1993)-  36 23 12.52403(N)    101 26 32.12315(W)     ADJUSTED  
 GK0886* NAVD 88     -       978.     (meters)    3209.     (feet)  SCALED    
 GK0886  ___________________________________________________________________
 GK0886  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 GK0886  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 GK0886
 GK0886  HORZ ORDER  -  THIRD
 GK0886
 GK0886.The horizontal coordinates were established by classical geodetic methods
 GK0886.and adjusted by the National Geodetic Survey in February 1996..
 GK0886
 GK0886.The orthometric height was scaled from a topographic map.
 GK0886
 GK0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0886
 GK0886.The geoid height was determined by GEOID03.
 GK0886
 GK0886;                    North         East     Units Scale Factor Converg.
 GK0886;SPC TX N     - 1,264,801.858   205,181.108   MT  1.00005381   +0 02 00.5
 GK0886;SPC TX N     - 4,149,604.10    673,165.02   sFT  1.00005381   +0 02 00.5
 GK0886;SPC OK N     -   159,346.244   291,235.510   MT  0.99995271   -2 01 53.2
 GK0886;SPC OK N     -   522,788.47    955,495.17   sFT  0.99995271   -2 01 53.2
 GK0886;UTM  14      - 4,029,623.542   280,945.357   MT  1.00019125   -1 26 57.9
 GK0886
 GK0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0886!SPC TX N     -   0.99985066  x   1.00005381  =   0.99990446
 GK0886!SPC OK N     -   0.99985066  x   0.99995271  =   0.99980338
 GK0886!UTM  14      -   0.99985066  x   1.00019125  =   1.00004188
 GK0886
 GK0886:                Primary Azimuth Mark                     Grid Az
 GK0886:SPC TX N     -  BERNSTEIN RR SID HITCH CO ELEV           082 41 11.9
 GK0886:SPC OK N     -  BERNSTEIN RR SID HITCH CO ELEV           084 45 05.6
 GK0886:UTM  14      -  BERNSTEIN RR SID HITCH CO ELEV           084 10 10.3
 GK0886
 GK0886|---------------------------------------------------------------------|
 GK0886| PID    Reference Object                     Distance      Geod. Az  |
 GK0886|                                                           dddmmss.s |
 GK0886| GK0870 BERNSTEIN RR SID HITCH CO ELEV      APPROX. 7.7 KM 0824312.4 |
 GK0886| CM7824 COLD AZ MK                                         0902315.2 |
 GK0886| CM7825 COLD RM 1                             4.959 METERS 10458     |
 GK0886| CM7826 COLD RM 2                             6.052 METERS 33751     |
 GK0886| GK0887 PHILLIP PETROL RAD KKB 820 MST      APPROX.12.2 KM 3493852.4 |
 GK0886|---------------------------------------------------------------------|
 GK0886
 GK0886                          SUPERSEDED SURVEY CONTROL
 GK0886
 GK0886  NAD 83(1993)-  36 23 12.52272(N)    101 26 32.12501(W) AD(       ) 3
 GK0886  NAD 83(1986)-  36 23 12.53187(N)    101 26 32.10794(W) AD(       ) 3
 GK0886  NAD 27      -  36 23 12.43000(N)    101 26 30.52900(W) AD(       ) 3
 GK0886
 GK0886.Superseded values are not recommended for survey control.
 GK0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0886.See file dsdata.txt to determine how the superseded data were derived.
 GK0886
 GK0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8094529624(NAD 83)
 GK0886_MARKER: DS = TRIANGULATION STATION DISK
 GK0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0886_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0886
 GK0886  HISTORY     - Date     Condition        Report By
 GK0886  HISTORY     - 1952     MONUMENTED       CGS
 GK0886  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GK0886  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GK0886
 GK0886                          STATION DESCRIPTION
 GK0886
 GK0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0886'THE STATION IS LOCATED AT AN EAST-WEST NORTH-SOUTH FENCE CORNER
 GK0886'IN A FLAT CULTIVATED FIELD.  IT IS LOCATED AIRLINE ABOUT 8
 GK0886'MILES NORTH-NORTHWEST OF GRUVER AND ABOUT 5 MILES WEST-SOUTHWEST
 GK0886'OF BERNSTEIN.
 GK0886'
 GK0886'THE STATION IS A STANDARD DISK STAMPED COLD 1952 SET IN TOP OF
 GK0886'A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES IN DIAMETER
 GK0886'AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 12 FEET
 GK0886'NORTHEAST OF A FENCE CORNER.
 GK0886'
 GK0886'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COLD NO 1
 GK0886'1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT
 GK0886'12 INCHES IN DIAMETER AND IS ABOUT FLUSH WITH THE GROUND.  IT
 GK0886'IS 26 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF AN EAST-WEST
 GK0886'FENCE LINE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 GK0886'
 GK0886'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COLD NO 2
 GK0886'1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12
 GK0886'INCHES IN DIAMETER AND IS ABOUT FLUSH WITH THE GROUND.  IT IS
 GK0886'25 FEET NORTH OF A FENCE CORNER, IN A NORTH-SOUTH FENCE LINE,
 GK0886'AND ABOUT THE SAME ELEVATION AS THE STATION.
 GK0886'
 GK0886'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COLD 1952 SET IN
 GK0886'TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES IN
 GK0886'DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 GK0886'47 FEET WEST OF THE CENTER LINE OF A FARM ROAD, 3 FEET NORTH
 GK0886'OF A FENCE CORNER, AND 30 FEET SOUTH OF A POWER LINE POLE.
 GK0886'
 GK0886'PHILLIPS PETROLEUM COMPANY, STATION 15 IS AN IRON ROD WHICH IS
 GK0886'1 INCH IN DIAMETER AND HAS NO STAMPING.  IT IS SET IN CONCRETE
 GK0886'AND IS ABOUT FLUSH WITH THE GROUND.  THE ROD IS 26 FEET
 GK0886'WEST-SOUTHWEST OF A FENCE CORNER AND 8 FEET SOUTH OF AN
 GK0886'EAST-WEST FENCE LINE.  IT IS ABOUT THE SAME ELEVATION AS THE
 GK0886'STATION.
 GK0886'
 GK0886'TO REACH THE STATION FROM THE POST OFFICE IN GRUVER, GO WEST
 GK0886'FOR 0.05 MILE.  TURN RIGHT AND GO NORTH FOR 0.35 MILE TO STATE
 GK0886'HIGHWAY 289.  TURN LEFT AND FOLLOW STATE HIGHWAY 289 ACROSS
 GK0886'THE RAILROAD TRACK, WEST, FOR 0.15 MILE.  TURN RIGHT, NORTH,
 GK0886'OFF THE HIGHWAY AND FOLLOW THE FARM ROAD FOR 6.0 MILES TO A
 GK0886'CROSS ROAD.  TURN LEFT, WEST, AND GO 1.0 MILE.  TURN RIGHT,
 GK0886'NORTH, AND GO 1.6 MILES TO A RANCH HOME ON THE LEFT, WEST,
 GK0886'SIDE OF THE ROAD.  TURN LEFT INTO THE DRIVEWAY, PASS THROUGH A
 GK0886'GATE INTO THE BARN YARD, AND GO WEST FOR ABOUT 100 FEET TO
 GK0886'A GATE.  PASS THROUGH THE GATE.  TURN RIGHT, NORTH, AND GO
 GK0886'0.2 MILE TO A FENCE CORNER.  TURN LEFT, WEST, AND FOLLOW
 GK0886'ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE LINE FOR 0.7 MILE
 GK0886'TO A FENCE CORNER AND THE STATION.
 GK0886'
 GK0886'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE RANCH HOME
 GK0886'DRIVEWAY AND THE FARM ROAD, GO NORTH ON THE FARM ROAD FOR 0.2
 GK0886'MILE TO A POWER LINE POLE ON THE LEFT, WEST, SIDE OF THE ROAD
 GK0886'AND THE AZIMUTH MARK.
 GK0886
 GK0886                          STATION RECOVERY (1968)
 GK0886
 GK0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GK0886'THE STATION SURFACE MARK, REFERENCE MARKS NO. 1, NO. 2 AND
 GK0886'AZIMUTH MARK WERE FOUND TO BE DESTROYED.  THE UNDER GROUND
 GK0886'STATION MARK WAS FOUND BUT BELIEVED THE MARK HAD BEEN DISTURBED
 GK0886'AS THE STATION SITE WAS LOCATED IN BOTTOM OF AN IRRIGATION DITCH
 GK0886'AND A LARGE TRACTOR TIRE HAD MADE A DEEP CUT OVER THE DISK.
 GK0886'THE IRREGULAR MASS OF CONCRETE WITH DISK IN-TACT WAS LEANING
 GK0886'AND APPEARED TO HAVE BEEN MOVED.  A ROAD HAS BEEN GRADED
 GK0886'THROUGH THE LOCATION WHICH DESTROYED THE FENCE LINES THEREFOR
 GK0886'NO MEASUREMENTS COULD BE MADE TO PROVE THE SUB-STATION
 GK0886'MARK HAD MOVED.  IT IS SUGGESTED THIS STATION SHOULD BE
 GK0886'CONSIDERED AS LOST.
 GK0886'
 GK0886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH
 GK0886'OF GRUVER.
 GK0886
 GK0886                          STATION RECOVERY (1969)
 GK0886
 GK0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0886'STATION MARK AND REFERENCE MARK NO. 1 WERE NOT FOUND.  REFERENCE
 GK0886'MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND DESTROYED BY GRADER
 GK0886'OPERATIONS.  A NEW SECTION LINE ROAD HAS BEEN BUILT THRU THE
 GK0886'STATION SITE AND IT IS APPARENT THAT ALL MARKS WERE DESTROYED
 GK0886'AS CONSIDERABLE GRADING WAS DONE AT THIS SITE.
 GK0886'
 GK0886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI WSW OF
 GK0886'BERNSTEIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1380 ***********************************************************************
 GL1380  DESIGNATION -  COLD
 GL1380  PID         -  GL1380
 GL1380  STATE/COUNTY-  TX/DALLAM
 GL1380  USGS QUAD   -  COLDWATER WEST (1973)
 GL1380
 GL1380                         *CURRENT SURVEY CONTROL
 GL1380  ___________________________________________________________________
 GL1380* NAD 83(1993)-  36 23 59.52818(N)    102 41 42.27466(W)     ADJUSTED  
 GL1380* NAVD 88     -      1323.     (meters)    4341.     (feet)  VERTCON   
 GL1380  ___________________________________________________________________
 GL1380  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 GL1380  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 GL1380
 GL1380  HORZ ORDER  -  THIRD
 GL1380
 GL1380.The horizontal coordinates were established by classical geodetic methods
 GL1380.and adjusted by the National Geodetic Survey in February 1996..
 GL1380
 GL1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1380
 GL1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1380
 GL1380.The geoid height was determined by GEOID03.
 GL1380
 GL1380;                    North         East     Units Scale Factor Converg.
 GL1380;SPC TX N     - 1,266,897.261    92,790.532   MT  1.00005770   -0 41 33.3
 GL1380;SPC TX N     - 4,156,478.76    304,430.27   sFT  1.00005770   -0 41 33.3
 GL1380;SPC OK N     -   165,502.279   179,005.671   MT  0.99995361   -2 46 14.8
 GL1380;SPC OK N     -   542,985.39    587,287.77   sFT  0.99995361   -2 46 14.8
 GL1380;UTM  13      - 4,030,769.220   706,700.145   MT  1.00012643   +1 22 05.8
 GL1380
 GL1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1380!SPC TX N     -   0.99979619  x   1.00005770  =   0.99985388
 GL1380!SPC OK N     -   0.99979619  x   0.99995361  =   0.99974981
 GL1380!UTM  13      -   0.99979619  x   1.00012643  =   0.99992259
 GL1380
 GL1380:                Primary Azimuth Mark                     Grid Az
 GL1380:SPC TX N     -  COLD AZ MK                               083 38 39.7
 GL1380:SPC OK N     -  COLD AZ MK                               085 43 21.2
 GL1380:UTM  13      -  COLD AZ MK                               081 35 00.6
 GL1380
 GL1380|---------------------------------------------------------------------|
 GL1380| PID    Reference Object                     Distance      Geod. Az  |
 GL1380|                                                           dddmmss.s |
 GL1380| CM7827 COLD AZ MK                                         0825706.4 |
 GL1380| CM7828 COLD RM 1                             6.699 METERS 17052     |
 GL1380| CM7829 COLD RM 2                             6.507 METERS 27956     |
 GL1380|---------------------------------------------------------------------|
 GL1380
 GL1380                          SUPERSEDED SURVEY CONTROL
 GL1380
 GL1380  NAD 83(1993)-  36 23 59.52802(N)    102 41 42.27496(W) AD(       ) 3
 GL1380  NAD 83(1993)-  36 23 59.53678(N)    102 41 42.26937(W) AD(       ) 3
 GL1380  NAD 83(1986)-  36 23 59.53935(N)    102 41 42.26763(W) AD(       ) 3
 GL1380  NAD 27      -  36 23 59.44200(N)    102 41 40.57100(W) AD(       ) 3
 GL1380  NGVD 29 (07/19/86) 1322.     (m)         4337.     (f) VERT ANG       
 GL1380
 GL1380.Superseded values are not recommended for survey control.
 GL1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1380.See file dsdata.txt to determine how the superseded data were derived.
 GL1380
 GL1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA0670030769(NAD 83)
 GL1380_MARKER: DS = TRIANGULATION STATION DISK
 GL1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1380_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1380
 GL1380  HISTORY     - Date     Condition        Report By
 GL1380  HISTORY     - 1953     MONUMENTED       CGS
 GL1380
 GL1380                          STATION DESCRIPTION
 GL1380
 GL1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1380'STATION IS LOCATED, AIRLINE, ABOUT 25 MILES NORTH NORTHWEST OF
 GL1380'DALHART, 9 MILES WEST OF STATE HIGHWAY 51, 3 MILES SOUTH OF
 GL1380'COLDWATER CREEK, AND ON THE NORTH EDGE OF A BENCH THAT SLOPES
 GL1380'TO THE NORTH TOWARDS COLDWATER CREEK.
 GL1380'
 GL1380'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 GL1380'87 AND STATE HIGHWAY 51 AT THE NORTH EDGE OF DALHART, GO NORTH
 GL1380'ON STATE HIGHWAY 51 FOR 22.9 MILES TO A CROSS ROAD WHERE THE
 GL1380'HIGHWAY CURVES TO THE NORTH.  TURN LEFT ON A GRADED DIRT ROAD
 GL1380'AND GO WEST FOR 4.8 MILES TO A T ROAD.  TURN LEFT AND FOLLOW THE
 GL1380'MAIN ROAD FOR 3.9 MILES TO A GATE ON THE RIGHT.  TURN RIGHT,
 GL1380'NORTH, AND FOLLOW THE TRACK ROAD FOR 0.8 MILE TO A WINDMILL ON
 GL1380'THE RIGHT AND THE AZIMUTH MARK.  FROM HERE FOLLOW THE TRACK
 GL1380'ROAD WEST (THIS ROAD STARTS 0.1 MILE SOUTH OF THE WINDMILL) FOR
 GL1380'0.5 MILE TO A SLIGHT RISE AT THE EDGE OF THE BENCH AND THE
 GL1380'STATION.
 GL1380'
 GL1380'STATION MARK, STAMPED COLD 1953, IS A STANDARD DISK SET IN THE
 GL1380'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 GL1380'2 INCHES.
 GL1380'
 GL1380'REFERENCE MARK NUMBER 1, STAMPED COLD NO 1 1953, IS A STANDARD
 GL1380'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GL1380'DIAMETER, PROJECTING 2 INCHES AND AT THE SAME ELEVATION AS THE
 GL1380'STATION.
 GL1380'
 GL1380'REFERENCE MARK NUMBER 2, STAMPED COLD NO 2 1953, IS A STANDARD
 GL1380'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER,
 GL1380'PROJECTING 8 INCHES AND AT THE SAME ELEVATION AS THE STATION.
 GL1380'
 GL1380'AZIMUTH MARK, STAMPED COLD 1953, IS A STANDARD DISK SET IN THE
 GL1380'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 GL1380'2 INCHES.  IT IS 240 FEET EAST OF THE CENTERLINE OF THE ROAD AND
 GL1380'12 INCHES SOUTH OF THE BASE OF THE WINDMILL.
 GL1380'
 GL1380'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1056 ***********************************************************************
 BL1056  DESIGNATION -  COLD SPRING MAGNETIC
 BL1056  PID         -  BL1056
 BL1056  STATE/COUNTY-  TX/SAN JACINTO
 BL1056  USGS QUAD   -  COLDSPRING (1997)
 BL1056
 BL1056                         *CURRENT SURVEY CONTROL
 BL1056  ___________________________________________________________________
 BL1056* NAD 83(1993)-  30 35 44.28919(N)    095 07 32.18629(W)     ADJUSTED  
 BL1056* NAVD 88     -       109.15   (+/-2cm)     358.1    (feet)  VERTCON   
 BL1056  ___________________________________________________________________
 BL1056  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BL1056  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1056
 BL1056  HORZ ORDER  -  FIRST
 BL1056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1056
 BL1056.The horizontal coordinates were established by classical geodetic methods
 BL1056.and adjusted by the National Geodetic Survey in February 1996..
 BL1056
 BL1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1056.The vertical order pertains to the NGVD 29 superseded value.
 BL1056
 BL1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1056
 BL1056.The geoid height was determined by GEOID03.
 BL1056
 BL1056;                    North         East     Units Scale Factor Converg.
 BL1056;SPC TX C     - 3,114,668.784 1,199,217.306   MT  0.99990666   +2 40 56.2
 BL1056;SPC TX C     -10,218,709.17  3,934,432.11   sFT  0.99990666   +2 40 56.2
 BL1056;UTM  15      - 3,386,714.281   296,202.741   MT  1.00011239   -1 04 56.1
 BL1056
 BL1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1056!SPC TX C     -   0.99998716  x   0.99990666  =   0.99989382
 BL1056!UTM  15      -   0.99998716  x   1.00011239  =   1.00009955
 BL1056
 BL1056|---------------------------------------------------------------------|
 BL1056| PID    Reference Object                     Distance      Geod. Az  |
 BL1056|                                                           dddmmss.s |
 BL1056| CV8281 COLD SPRING MAG RM 1                 58.311 METERS 21925     |
 BL1056| CV8280 COLD SPRING MAG AZ MK                              2915236.2 |
 BL1056| CV8282 COLD SPRING MAG RM 2                 49.637 METERS 30947     |
 BL1056|---------------------------------------------------------------------|
 BL1056
 BL1056                          SUPERSEDED SURVEY CONTROL
 BL1056
 BL1056  NAD 83(1986)-  30 35 44.30102(N)    095 07 32.17201(W) AD(       ) 1
 BL1056  NAD 27      -  30 35 43.58600(N)    095 07 31.39600(W) AD(       ) 1
 BL1056  NGVD 29 (??/??/92)  109.161  (m)          358.14   (f) ADJ UNCH    2 0
 BL1056
 BL1056.Superseded values are not recommended for survey control.
 BL1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1056.See file dsdata.txt to determine how the superseded data were derived.
 BL1056
 BL1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9620386714(NAD 83)
 BL1056_MARKER: DM = MAGNETIC STATION DISK
 BL1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1056+STABILITY: SURFACE MOTION
 BL1056
 BL1056  HISTORY     - Date     Condition        Report By
 BL1056  HISTORY     - 1935     MONUMENTED       CGS
 BL1056  HISTORY     - 1947     GOOD             NGS
 BL1056  HISTORY     - 1952     GOOD             TXHD
 BL1056  HISTORY     - 1958     GOOD             CGS
 BL1056  HISTORY     - 1958     GOOD             USGS
 BL1056
 BL1056                          STATION DESCRIPTION
 BL1056
 BL1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1056'THIS STATION IS IN THE NORTHEASTERN PART OF COLD SPRING, ON
 BL1056'LAND BELONGING TO DOUGLAS AUTRY OF HOUSTON.  THE MARK IS 35
 BL1056'FEET SE OF SW CORNER OF HOUSE YARD FENCE.  96 FEET E OF CENTER
 BL1056'LINE OF ROAD.  62 FEET ENE OF 30-INCH OAK.  76 FEET NNW OF
 BL1056'40-INCH OAK.  80 FEET SW OF SW CORNER OF CHIMNEY ON MRS. L.I.
 BL1056'MC CARDELLS HOUSE.  ABOUT 0.15 MILE ENE OF SCHOOLHOUSE.  THE
 BL1056'MARK IS FLUSH.
 BL1056'
 BL1056'THE STATION MARK IS A STANDARD U.S.C. AND G.S. MAGNETIC MARK
 BL1056'WITH NO LETTERING OR DATE.
 BL1056'
 BL1056'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BL1056'DISKS SET IN CONCRETE.
 BL1056'
 BL1056'REFERENCE MARK NO. 1 IS 191.31 FEET SW OF STATION.  31 FEET W OF
 BL1056'CENTER LINE OF ROAD, IS IN FENCE LINE ACROSS ROAD FROM STATION.
 BL1056'IS MARKED COLD SPRINGS MAGNETIC 1935.  THE MARK PROJECTS 2 INCHES.
 BL1056'
 BL1056'REFERENCE MARK NO. 2 IS 162.85 FEET NW OF STATION.  28 FEET W OF
 BL1056'CENTER LINE OF ROAD.  IN FENCE LINE ACROSS ROAD FROM STATION.
 BL1056'IS MARKED COLD SPRINGS MAGNETIC 1935.  THE MARK PROJECTS 3
 BL1056'INCHES.
 BL1056'
 BL1056'THE DISTANCE BETWEEN THE MARKS IS 252.15 FEET.
 BL1056'
 BL1056'THE AZIMUTH MARK IS ABOUT 0.3 MILE WNW OF STATION.  44 FEET E OF
 BL1056'CENTER LINE OF GRADED SAND ROAD.  1 FOOT E OF FENCE LINE.  135
 BL1056'FEET S OF 36-INCH CYPRESS.  0.1 MILE N OF CREEK.  0.4 MILE
 BL1056'N OF WHERE STATE HIGHWAY 150 TURNS S IN COLD SPRING.  IS MARKED
 BL1056'COLD SPRINGS MAGNETIC 1935.  THE MARK IS FLUSH.
 BL1056'
 BL1056'TO REACH STATION FROM COURTHOUSE, GO E ON DIRT ROAD 0.2 MILE
 BL1056'TO TURN N, THENCE N 0.1 MILE TO STATION ON RIGHT SIDE OF ROAD.
 BL1056'
 BL1056'LIGHTS 100-FOOT ABOVE STATIONS WILLOW AND EVERGREEN COME INTO
 BL1056'VIEW 77 FEET ABOVE THIS STATION, A LIGHT 87 FEET ABOVE STATION
 BL1056'SPRING COMES INTO VIEW 90 FEET ABOVE THIS STATION.
 BL1056
 BL1056                          STATION RECOVERY (1947)
 BL1056
 BL1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1056'0.3 MI NE FROM COLDSPRING.
 BL1056'0.2 MILE EAST ALONG A GRADED DIRT ROAD FROM THE COURTHOUSE AT
 BL1056'COLDSPRING, THENCE 0.1 MILE NORTH ALONG A GRADED DIRT ROAD, 96.0 FEET
 BL1056'EAST OF THE CENTER LINE OF THE ROAD, 76.0 FEET NORTHWEST OF A 40 INCH
 BL1056'OAK TREE, 62.0 FEET NORTHEAST OF A 30 INCH OAK TREE, 35.0 FEET
 BL1056'SOUTHEAST OF THE SOUTHWEST CORNER OF A YARD FENCE, 1.0 FOOT SOUTH OF A
 BL1056'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 BL1056'ABOVE THE GROUND.
 BL1056
 BL1056                          STATION RECOVERY (1952)
 BL1056
 BL1056'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1952 (JRM)
 BL1056'O.K. EXCEPT DIRT ROAD IS NOW FARM TO MARKET ROAD NO. 1514.
 BL1056'STATION IS 84 FT EAST OF CENTERLINE OF FARM TO MARKET ROAD NO.
 BL1056'1514.  IT IS 0.359 MILE FROM JUNCTION FARM TO MARKET ROAD NO. 1514
 BL1056'AND STATE HIGHWAY 150 IN COLDSPRING.
 BL1056
 BL1056                          STATION RECOVERY (1958)
 BL1056
 BL1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WHS)
 BL1056'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 BL1056'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 BL1056'SITE ARE CORRECT.
 BL1056
 BL1056                          STATION RECOVERY (1958)
 BL1056
 BL1056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BL1056'STATION RECOVERED IN GOOD CONDITION.
 BL1056'
 BL1056'REFERENCE MARK 1 WAS CAREFULLY SEARCHED FOR BUT NOT FOUND.  IT
 BL1056'WAS PROBABLY DESTROYED OR COVERED UP BY ROAD CONSTRUCTION WORK
 BL1056'TO WIDEN HIGHWAY IN THIS VICINITY.
 BL1056'
 BL1056'THIS STATION IS LOCATED IN THE NORTHEASTERN PART OF COLD SPRING,
 BL1056'ON LAND BELONGING TO DOUGLAS AUTRY OF HOUSTON, ABOUT 0.15 MILE
 BL1056'ENE OF SCHOOLHOUSE.  THE MARK IS 84 FEET E OF CENTERLINE OF
 BL1056'HIGHWAY, 61 FEET ENE OF A 36-INCH OAK, 25 FEET SOUTH OF A WIRE
 BL1056'CYCLONE-TYPE FENCE, 34 FEET SE OF THE SW CORNER OF CYCLONE FENCE,
 BL1056'21 FEET NORTH OF A YARD FENCE CORNER AND 44.5 FEET EAST OF A
 BL1056'POWER POLE.  THE STATION MARK IS A STANDARD U.S.C. AND G.S.
 BL1056'MAGNETIC MARK, WITH NO LETTERING OR DATE STAMPED ON IT.  SET
 BL1056'IN A CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1058 ***********************************************************************
 BL1058  DESIGNATION -  COLD SPRINGS MAG AZ MK
 BL1058  PID         -  BL1058
 BL1058  STATE/COUNTY-  TX/SAN JACINTO
 BL1058  USGS QUAD   -  CAMILLA (1997)
 BL1058
 BL1058                         *CURRENT SURVEY CONTROL
 BL1058  ___________________________________________________________________
 BL1058* NAD 83(1986)-  30 36 04.     (N)    095 07 27.     (W)     SCALED    
 BL1058* NAVD 88     -        95.91   (+/-2cm)     314.7    (feet)  VERTCON   
 BL1058  ___________________________________________________________________
 BL1058  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1058
 BL1058  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1058
 BL1058.The horizontal coordinates were scaled from a topographic map and have
 BL1058.an estimated accuracy of +/- 6 seconds.
 BL1058
 BL1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1058.The vertical order pertains to the NGVD 29 superseded value.
 BL1058
 BL1058.The geoid height was determined by GEOID03.
 BL1058
 BL1058;                    North         East    Units  Estimated Accuracy
 BL1058;SPC TX C     - 3,115,280.    1,199,330.      MT  (+/- 180 meters Scaled)
 BL1058
 BL1058                          SUPERSEDED SURVEY CONTROL
 BL1058
 BL1058  NGVD 29 (??/??/92)   95.92   (m)          314.7    (f) COMPUTED    2 0
 BL1058
 BL1058.Superseded values are not recommended for survey control.
 BL1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1058.See file dsdata.txt to determine how the superseded data were derived.
 BL1058
 BL1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP963873(NAD 83)
 BL1058_MARKER: DZ = AZIMUTH MARK DISK
 BL1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1058_STAMPING: COLD SPRINGS MAGNETIC 1935
 BL1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1058+STABILITY: SURFACE MOTION
 BL1058
 BL1058  HISTORY     - Date     Condition        Report By
 BL1058  HISTORY     - 1935     MONUMENTED       CGS
 BL1058  HISTORY     - 1947     GOOD             NGS
 BL1058
 BL1058                          STATION DESCRIPTION
 BL1058
 BL1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1058'1.0 MI N FROM COLDSPRING.
 BL1058'0.5 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE COURTHOUSE AT
 BL1058'COLDSPRING, THENCE 0.1 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.4
 BL1058'MILE NORTH ALONG A GRADED DIRT ROAD, APPROXIMATELY 300 FEET NORTH OF A
 BL1058'WOODEN BRIDGE, APPROXIMATELY 150 FEET WEST OF A LAKE, 85.5 FEET WEST
 BL1058'OF POWER POLE 256, 60.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 42.4
 BL1058'FEET NORTH OF THE NORTH END OF A GATE, 10.0 FEET EAST OF A FENCE, 1.0
 BL1058'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1058'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1055 ***********************************************************************
 BL1055  DESIGNATION -  COLD SPRINGS MAG RM 1
 BL1055  PID         -  BL1055
 BL1055  STATE/COUNTY-  TX/SAN JACINTO
 BL1055  USGS QUAD   -  COLDSPRING (1997)
 BL1055
 BL1055                         *CURRENT SURVEY CONTROL
 BL1055  ___________________________________________________________________
 BL1055* NAD 83(1986)-  30 35 43.     (N)    095 07 35.     (W)     SCALED    
 BL1055* NAVD 88     -       109.31   (+/-2cm)     358.6    (feet)  VERTCON   
 BL1055  ___________________________________________________________________
 BL1055  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1055
 BL1055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1055
 BL1055.The horizontal coordinates were scaled from a topographic map and have
 BL1055.an estimated accuracy of +/- 6 seconds.
 BL1055
 BL1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1055.The vertical order pertains to the NGVD 29 superseded value.
 BL1055
 BL1055.The geoid height was determined by GEOID03.
 BL1055
 BL1055;                    North         East    Units  Estimated Accuracy
 BL1055;SPC TX C     - 3,114,630.    1,199,140.      MT  (+/- 180 meters Scaled)
 BL1055
 BL1055                          SUPERSEDED SURVEY CONTROL
 BL1055
 BL1055  NGVD 29 (??/??/92)  109.316  (m)          358.65   (f) ADJ UNCH    2 0
 BL1055
 BL1055.Superseded values are not recommended for survey control.
 BL1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1055.See file dsdata.txt to determine how the superseded data were derived.
 BL1055
 BL1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP961866(NAD 83)
 BL1055_MARKER: DB = BENCH MARK DISK
 BL1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1055_STAMPING: COLD SPRINGS MAGNETIC 1935
 BL1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1055+STABILITY: SURFACE MOTION
 BL1055
 BL1055  HISTORY     - Date     Condition        Report By
 BL1055  HISTORY     - 1935     MONUMENTED       CGS
 BL1055  HISTORY     - 1947     GOOD             NGS
 BL1055
 BL1055                          STATION DESCRIPTION
 BL1055
 BL1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1055'0.3 MI NE FROM COLDSPRING.
 BL1055'0.2 MILE EAST ALONG A GRADED DIRT ROAD FROM THE COURTHOUSE AT
 BL1055'COLDSPRING, THENCE 0.1 MILE NORTH ALONG A GRADED DIRT ROAD, 169.3 FEET
 BL1055'EAST OF A 36 INCH OAK TREE, 121.2 FEET SOUTHWEST OF A 30 INCH OAK
 BL1055'TREE, 31.0 FEET WEST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 BL1055'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 BL1055'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1057 ***********************************************************************
 BL1057  DESIGNATION -  COLD SPRINGS MAG RM 2
 BL1057  PID         -  BL1057
 BL1057  STATE/COUNTY-  TX/SAN JACINTO
 BL1057  USGS QUAD   -  COLDSPRING (1997)
 BL1057
 BL1057                         *CURRENT SURVEY CONTROL
 BL1057  ___________________________________________________________________
 BL1057* NAD 83(1986)-  30 35 43.     (N)    095 07 35.     (W)     SCALED    
 BL1057* NAVD 88     -       107.47   (+/-2cm)     352.6    (feet)  VERTCON   
 BL1057  ___________________________________________________________________
 BL1057  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1057
 BL1057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1057
 BL1057.The horizontal coordinates were scaled from a topographic map and have
 BL1057.an estimated accuracy of +/- 6 seconds.
 BL1057
 BL1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1057.The vertical order pertains to the NGVD 29 superseded value.
 BL1057
 BL1057.The geoid height was determined by GEOID03.
 BL1057
 BL1057;                    North         East    Units  Estimated Accuracy
 BL1057;SPC TX C     - 3,114,630.    1,199,140.      MT  (+/- 180 meters Scaled)
 BL1057
 BL1057                          SUPERSEDED SURVEY CONTROL
 BL1057
 BL1057  NGVD 29 (??/??/92)  107.477  (m)          352.61   (f) ADJ UNCH    2 0
 BL1057
 BL1057.Superseded values are not recommended for survey control.
 BL1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1057.See file dsdata.txt to determine how the superseded data were derived.
 BL1057
 BL1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP961866(NAD 83)
 BL1057_MARKER: DM = MAGNETIC STATION DISK
 BL1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1057_STAMPING: COLD SPRINGS MAGNETIC 1935
 BL1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1057+STABILITY: SURFACE MOTION
 BL1057
 BL1057  HISTORY     - Date     Condition        Report By
 BL1057  HISTORY     - 1935     MONUMENTED       CGS
 BL1057  HISTORY     - 1947     GOOD             NGS
 BL1057
 BL1057                          STATION DESCRIPTION
 BL1057
 BL1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1057'0.3 MI NE FROM COLDSPRING.
 BL1057'0.2 MILE EAST ALONG A GRADED DIRT ROAD FROM THE COURTHOUSE AT
 BL1057'COLDSPRING, THENCE 0.1 MILE NORTH ALONG A GRADED DIRT ROAD, 94.7 FEET
 BL1057'WEST OF THE NORTHWEST CORNER OF A YARD FENCE, 91.0 FEET SOUTH OF A
 BL1057'FENCE CORNER, 28.0 FEET WEST OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1057'ROAD, 3.0 FEET NORTHWEST OF A TELEPHONE POLE, SET IN THE TOP OF A
 BL1057'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2171 ***********************************************************************
 BL2171  DESIGNATION -  COLDSPRING PIPE AM MW TWR 302A
 BL2171  PID         -  BL2171
 BL2171  STATE/COUNTY-  TX/SAN JACINTO
 BL2171  USGS QUAD   -  CAMILLA (1997)
 BL2171
 BL2171                         *CURRENT SURVEY CONTROL
 BL2171  ___________________________________________________________________
 BL2171* NAD 83(1993)-  30 34 13.22832(N)    095 06 27.77480(W)     ADJUSTED  
 BL2171* NAVD 88     -                                                        
 BL2171  ___________________________________________________________________
 BL2171  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BL2171  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL2171
 BL2171  HORZ ORDER  -  THIRD
 BL2171
 BL2171.The horizontal coordinates were established by classical geodetic methods
 BL2171.and adjusted by the National Geodetic Survey in February 1996..
 BL2171
 BL2171
 BL2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2171
 BL2171.The geoid height was determined by GEOID03.
 BL2171
 BL2171;                    North         East     Units Scale Factor Converg.
 BL2171;SPC TX C     - 3,111,948.339 1,201,062.867   MT  0.99990986   +2 41 29.4
 BL2171;SPC TX C     -10,209,783.84  3,940,487.09   sFT  0.99990986   +2 41 29.4
 BL2171;UTM  15      - 3,383,877.976   297,866.055   MT  1.00010406   -1 04 20.4
 BL2171
 BL2171                          SUPERSEDED SURVEY CONTROL
 BL2171
 BL2171  NAD 83(1986)-  30 34 13.24039(N)    095 06 27.76053(W) AD(       ) 4
 BL2171  NAD 27      -  30 34 12.52169(N)    095 06 26.98472(W) AD(       ) 3
 BL2171
 BL2171.Superseded values are not recommended for survey control.
 BL2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2171.See file dsdata.txt to determine how the superseded data were derived.
 BL2171
 BL2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9786683878(NAD 83)
 BL2171_MARKER: 45 = MICROWAVE TOWER
 BL2171
 BL2171  HISTORY     - Date     Condition        Report By
 BL2171  HISTORY     - 1966     FIRST OBSERVED   CGS
 BL2171
 BL2171                          STATION DESCRIPTION
 BL2171
 BL2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2171'THE RED LIGHT AT THE TOP OF THE NORTH PART OF THE PIPELINE OF
 BL2171'AMERICA MICRO-WAVE TOWER, SITE NO 302 A.  IT IS A DOUBLE TOWER
 BL2171'CONNECTED BY STEEL CROSS TIES WITH A RECTANGULAR SHAPED SCREEN
 BL2171'AT THE TOP CENTER OF THE TWO TOWERS.  THEY ARE STRUCTURAL STEEL
 BL2171'TOWERS, TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE
 BL2171'BANDS OF RED AND GRAY AND ABOUT 225 FEET TALL.  IT IS LOCATED
 BL2171'IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAY 150
 BL2171'AND FARM ROAD 222.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2169 ***********************************************************************
 BL2169  DESIGNATION -  COLDSPRING TEX ILL PLINE MAST
 BL2169  PID         -  BL2169
 BL2169  STATE/COUNTY-  TX/SAN JACINTO
 BL2169  USGS QUAD   -  CAMILLA (1997)
 BL2169
 BL2169                         *CURRENT SURVEY CONTROL
 BL2169  ___________________________________________________________________
 BL2169* NAD 83(1993)-  30 34 13.19488(N)    095 06 27.70612(W)     ADJUSTED  
 BL2169* NAVD 88     -                                                        
 BL2169  ___________________________________________________________________
 BL2169  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BL2169  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL2169
 BL2169  HORZ ORDER  -  THIRD
 BL2169
 BL2169.The horizontal coordinates were established by classical geodetic methods
 BL2169.and adjusted by the National Geodetic Survey in February 1996..
 BL2169
 BL2169
 BL2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2169
 BL2169.The geoid height was determined by GEOID03.
 BL2169
 BL2169;                    North         East     Units Scale Factor Converg.
 BL2169;SPC TX C     - 3,111,947.397 1,201,064.743   MT  0.99990986   +2 41 29.4
 BL2169;SPC TX C     -10,209,780.75  3,940,493.24   sFT  0.99990986   +2 41 29.4
 BL2169;UTM  15      - 3,383,876.912   297,867.866   MT  1.00010405   -1 04 20.4
 BL2169
 BL2169                          SUPERSEDED SURVEY CONTROL
 BL2169
 BL2169  NAD 83(1986)-  30 34 13.20706(N)    095 06 27.69200(W) AD(       ) 4
 BL2169  NAD 27      -  30 34 12.48700(N)    095 06 26.91800(W) AD(       ) 3
 BL2169
 BL2169.Superseded values are not recommended for survey control.
 BL2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2169.See file dsdata.txt to determine how the superseded data were derived.
 BL2169
 BL2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9786883877(NAD 83)
 BL2169_MARKER: 42 = RADIO/TV MAST
 BL2169
 BL2169  HISTORY     - Date     Condition        Report By
 BL2169  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2169
 BL2169                          STATION DESCRIPTION
 BL2169
 BL2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2169'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF SHEPHERD
 BL2169'AND ABOUT 2 MILES SOUTHEAST OF COLDSPRING AND IS OWNED BY
 BL2169'THE TEXAS ILLINOIS NATURAL GAS CO. PIPELINE CO.  IT IS A
 BL2169'DUAL COLUMN STEEL STRUCTURE SET IN A CONCRETE BASE HAVING
 BL2169'AN OVERALL HEIGHT OF 300 FEET.  IT IS PAINTED ALTERNATELY RED
 BL2169'AND WHITE AND THE LIGHT AT THE TOP WAS THE POINT OBSERVED UPON.
 BL2169'
 BL2169'TO REACH THE STATION FROM THE POST OFFICE IN COLDSPRING GO
 BL2169'SOUTHEAST ON STATE HIGHWAY 150 FOR 2.0 MILES TO THE STATION ON
 BL2169'THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2170 ***********************************************************************
 BL2170  DESIGNATION -  COLDSPRING TV STA KTRE MAST
 BL2170  PID         -  BL2170
 BL2170  STATE/COUNTY-  TX/SAN JACINTO
 BL2170  USGS QUAD   -  CAMILLA (1997)
 BL2170
 BL2170                         *CURRENT SURVEY CONTROL
 BL2170  ___________________________________________________________________
 BL2170* NAD 83(1993)-  30 34 18.40107(N)    095 06 26.11695(W)     ADJUSTED  
 BL2170* NAVD 88     -                                                        
 BL2170  ___________________________________________________________________
 BL2170  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BL2170  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL2170
 BL2170  HORZ ORDER  -  THIRD
 BL2170
 BL2170.The horizontal coordinates were established by classical geodetic methods
 BL2170.and adjusted by the National Geodetic Survey in February 1996..
 BL2170
 BL2170
 BL2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2170
 BL2170.The geoid height was determined by GEOID03.
 BL2170
 BL2170;                    North         East     Units Scale Factor Converg.
 BL2170;SPC TX C     - 3,112,109.518 1,201,099.511   MT  0.99990967   +2 41 30.3
 BL2170;SPC TX C     -10,210,312.64  3,940,607.31   sFT  0.99990967   +2 41 30.3
 BL2170;UTM  15      - 3,384,036.433   297,913.210   MT  1.00010382   -1 04 19.7
 BL2170
 BL2170                          SUPERSEDED SURVEY CONTROL
 BL2170
 BL2170  NAD 83(1986)-  30 34 18.41311(N)    095 06 26.10267(W) AD(       ) 4
 BL2170  NAD 27      -  30 34 17.69449(N)    095 06 25.32675(W) AD(       ) 3
 BL2170
 BL2170.Superseded values are not recommended for survey control.
 BL2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2170.See file dsdata.txt to determine how the superseded data were derived.
 BL2170
 BL2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9791384036(NAD 83)
 BL2170_MARKER: 42 = RADIO/TV MAST
 BL2170
 BL2170  HISTORY     - Date     Condition        Report By
 BL2170  HISTORY     - 1966     FIRST OBSERVED   CGS
 BL2170
 BL2170                          STATION DESCRIPTION
 BL2170
 BL2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2170'THE RED LIGHT AT THE TOP OF THE FORREST CAPITOL BROADCASTING
 BL2170'CO., KTRE TV MAST.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR
 BL2170'IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 BL2170'AND ABOUT 225 FEET TALL.  IT IS LOCATED IN THE SOUTHEAST ANGLE
 BL2170'OF THE JUNCTION OF STATE HIGHWAY 150 AND FARM ROAD 222.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0622 ***********************************************************************
 GK0622  DESIGNATION -  COLDWATER RESET
 GK0622  PID         -  GK0622
 GK0622  STATE/COUNTY-  TX/SHERMAN
 GK0622  USGS QUAD   -  SUNRAY (1972)
 GK0622
 GK0622                         *CURRENT SURVEY CONTROL
 GK0622  ___________________________________________________________________
 GK0622* NAD 83(1993)-  36 04 55.10489(N)    101 49 44.07167(W)     ADJUSTED  
 GK0622* NAVD 88     -      1074.26   (+/-2cm)    3524.5    (feet)  VERTCON   
 GK0622  ___________________________________________________________________
 GK0622  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 GK0622  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 GK0622
 GK0622  HORZ ORDER  -  FIRST
 GK0622  VERT ORDER  -  THIRD (See Below)
 GK0622
 GK0622.The horizontal coordinates were established by classical geodetic methods
 GK0622.and adjusted by the National Geodetic Survey in February 1996..
 GK0622
 GK0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0622.The vertical order pertains to the NGVD 29 superseded value.
 GK0622
 GK0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0622
 GK0622.The geoid height was determined by GEOID03.
 GK0622
 GK0622;                    North         East     Units Scale Factor Converg.
 GK0622;SPC TX N     - 1,231,023.248   170,375.800   MT  0.99997793   -0 11 26.2
 GK0622;SPC TX N     - 4,038,782.11    558,974.60   sFT  0.99997793   -0 11 26.2
 GK0622;UTM  14      - 3,996,745.902   245,269.330   MT  1.00039960   -1 40 01.1
 GK0622
 GK0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0622!SPC TX N     -   0.99983555  x   0.99997793  =   0.99981348
 GK0622!UTM  14      -   0.99983555  x   1.00039960  =   1.00023509
 GK0622
 GK0622|---------------------------------------------------------------------|
 GK0622| PID    Reference Object                     Distance      Geod. Az  |
 GK0622|                                                           dddmmss.s |
 GK0622| GK0621 Q 338                                33.458 METERS 12529     |
 GK0622| GK0906 SUNRAY MUNICIPAL TANK               APPROX. 7.1 KM 1744243.9 |
 GK0622| GK0905 SUNRAY COOP GRAIN ELEVATOR          APPROX. 6.5 KM 1753355.8 |
 GK0622| GK0620 R 358                                              1773357.3 |
 GK0622| GK0623 COLDWATER RM 1                       23.675 METERS 18913     |
 GK0622| GK0912 CACTUS PHILLIPS CHEM CO SE TK       APPROX.14.4 KM 2460659.2 |
 GK0622| GK0918 CACTUS PHILLIPS CHEM CO NE TK       APPROX.15.5 KM 2512459.0 |
 GK0622|---------------------------------------------------------------------|
 GK0622
 GK0622                          SUPERSEDED SURVEY CONTROL
 GK0622
 GK0622  NAD 83(1993)-  36 04 55.10449(N)    101 49 44.07171(W) AD(       ) 1
 GK0622  NAD 83(1986)-  36 04 55.11395(N)    101 49 44.06007(W) AD(       ) 1
 GK0622  NAD 27      -  36 04 54.99000(N)    101 49 42.44400(W) AD(       ) 1
 GK0622  NGVD 29 (01/29/03) 1073.76   (m)         3522.8    (f) RESET       3  
 GK0622
 GK0622.Superseded values are not recommended for survey control.
 GK0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0622.See file dsdata.txt to determine how the superseded data were derived.
 GK0622
 GK0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4526996746(NAD 83)
 GK0622_MARKER: DS = TRIANGULATION STATION DISK
 GK0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0622_STAMPING: COLDWATER 1953 1976
 GK0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0622+STABILITY: SURFACE MOTION
 GK0622
 GK0622  HISTORY     - Date     Condition        Report By
 GK0622  HISTORY     - 1976     MONUMENTED       NGS
 GK0622  HISTORY     - 1976     GOOD             NGS
 GK0622
 GK0622                          STATION DESCRIPTION
 GK0622
 GK0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GK0622'4 MI N FROM SUNRAY.
 GK0622'FROM THE JUNCTION OF STATE HIGHWAYS 119 AND 281, WHICH IS LOCATED ON
 GK0622'THE NORTH EDGE OF SUNRAY, GO NORTH ON STATE HIGHWAY 119 FOR 4.0 MILES
 GK0622'TO MARK ON THE LEFT AND A SIDE ROAD ON THE RIGHT.  STANDARD
 GK0622'TRIANGULATION DISK, SET IN THE TOP OF A ROUND CONCRETE POST, AND IS
 GK0622'ABOUT 8-INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 39 FEET WEST OF
 GK0622'THE CENTER-LINE OF HIGHWAY, 24 FEET SOUTHEAST OF A HIGH-LINE POLE WITH
 GK0622'A TRIANGULAR BLAZE, 13.8 FEET EAST OF THE FENCELINE AND METAL WITNESS
 GK0622'POST AND 12.6 FEET EAST OF THE EYE OF GUY-ROD AND GUY-WIRE TO HI-LINE
 GK0622'POLE.
 GK0622
 GK0622                          STATION RECOVERY (1976)
 GK0622
 GK0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GK0622'THE STATION SUB-SURFACE MARK, REFERENCE MARKS NO. 1 AND 2, WERE
 GK0622'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK AND
 GK0622'AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED.
 GK0622'
 GK0622'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 GK0622'
 GK0622'A STATION SURFACE MARK WAS ESTABLISHED AT THIS TIME.
 GK0622'
 GK0622'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 GK0622'
 GK0622'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF SUNRAY, 1.8 MILES NORTH
 GK0622'OF THE MOORE-SHERMAN COUNTY LINE, ON THE WEST RIGHT-OF-WAY OF STATE
 GK0622'HIGHWAY 119.
 GK0622'
 GK0622'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 119 AND 281,
 GK0622'WHICH IS LOCATED ON THE NORTH EDGE OF SUNRAY, GO NORTH ON STATE
 GK0622'HIGHWAY 119 FOR 2.2 MILES TO COUNTY LINE, CONTINUE NORTH ON STATE
 GK0622'HIGHWAY 119 FOR 1.8 MILES TO A SIDE ROAD ON THE RIGHT AND STATION
 GK0622'ON THE LEFT.
 GK0622'
 GK0622'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 GK0622'POST, THAT IS ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 GK0622'STAMPED COLDWATER 1953 1976.  IT IS 39 FEET WEST OF THE CENTER LINE
 GK0622'OF HIGHWAY, 24 FEET SOUTHEAST OF A HIGH LINE POLE WITH TRIANGULAR
 GK0622'BLAZE, 13.8 FEET EAST OF FENCE LINE AND METAL WITNESS POST, AND
 GK0622'12.6 FEET EAST OF THE EYE OF GUY ROD AND GUY WIRE TO HIGH LINE
 GK0622'POLE.
 GK0622'
 GK0622'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 GK0622'CONCRETE POST, THAT IS ABOUT 2 INCHES BELOW THE SURFACE OF THE
 GK0622'GROUND AND IS STAMPED COLDWATER NO. 1 1953.  IT IS 98 FEET SOUTH OF
 GK0622'A HIGH LINE POLE WITH TRIANGULAR BLAZE, 52 FEET WEST OF THE CENTER
 GK0622'LINE OF HIGHWAY, AND 1 FOOT EAST OF THE FENCE LINE.
 GK0622'
 GK0622'BENCH MARK Q 338 IS A STANDARD BENCH MARK DISK, SET IN THE TOP OF A
 GK0622'SQUARE CONCRETE POST, THAT IS ABOUT 2 INCHES BELOW THE SURFACE OF
 GK0622'THE GROUND AND IS STAMPED Q 338 1952.  (THE 1953 DESCRIPTION OF
 GK0622'COLDWATER LISTED BENCH MARK AS O 338 1952).  IS IS 60 FEET SOUTH
 GK0622'OF THE SOUTHWEST CORNER OF CATTLE GUARD, 30 FEET SOUTH OF A
 GK0622'BURIED CABLE LINE OUTLET BOX, 52 FEET EAST OF THE CENTER LINE OF
 GK0622'HIGHWAY AND 1.5 FEET WEST OF FENCE LINE AND METAL WITNESS POST.
 GK0622'
 GK0622'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SUNRAY 4 MILES
 GK0622'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0623 ***********************************************************************
 GK0623  DESIGNATION -  COLDWATER RM 1
 GK0623  PID         -  GK0623
 GK0623  STATE/COUNTY-  TX/SHERMAN
 GK0623  USGS QUAD   -  SUNRAY (1972)
 GK0623
 GK0623                         *CURRENT SURVEY CONTROL
 GK0623  ___________________________________________________________________
 GK0623* NAD 83(1986)-  36 04 54.     (N)    101 49 44.     (W)     SCALED    
 GK0623* NAVD 88     -      1074.79   (+/-2cm)    3526.2    (feet)  VERTCON   
 GK0623  ___________________________________________________________________
 GK0623  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 GK0623
 GK0623  VERT ORDER  -  THIRD (See Below)
 GK0623
 GK0623.The horizontal coordinates were scaled from a topographic map and have
 GK0623.an estimated accuracy of +/- 6 seconds.
 GK0623
 GK0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0623.The vertical order pertains to the NGVD 29 superseded value.
 GK0623
 GK0623.The geoid height was determined by GEOID03.
 GK0623
 GK0623;                    North         East    Units  Estimated Accuracy
 GK0623;SPC TX N     - 1,230,990.      170,380.      MT  (+/- 180 meters Scaled)
 GK0623
 GK0623                          SUPERSEDED SURVEY CONTROL
 GK0623
 GK0623  NGVD 29 (01/29/03) 1074.29   (m)         3524.6    (f) RESET       3  
 GK0623
 GK0623.Superseded values are not recommended for survey control.
 GK0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0623.See file dsdata.txt to determine how the superseded data were derived.
 GK0623
 GK0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE452967(NAD 83)
 GK0623_MARKER: DR = REFERENCE MARK DISK
 GK0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0623_STAMPING: COLDWATER NO 1 1953
 GK0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0623+STABILITY: SURFACE MOTION
 GK0623
 GK0623  HISTORY     - Date     Condition        Report By
 GK0623  HISTORY     - 1953     MONUMENTED       CGS
 GK0623  HISTORY     - 1976     GOOD             NGS
 GK0623
 GK0623                          STATION DESCRIPTION
 GK0623
 GK0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GK0623'4.0 MI N FROM SUNRAY.
 GK0623'FROM THE JUNCTION OF STATE HIGHWAYS 119 AND 281, WHICH IS LOCATED ON
 GK0623'THE NORTH EDGE OF SUNRAY, GO NORTH ON STATE HIGHWAY 119 FOR 4.0 MILES
 GK0623'TO MARK ON THE LEFT AND A SIDE ROAD ON THE RIGHT.  STANDARD REFERENCE
 GK0623'MARK DISK, SET IN THE TOP OF A SQUARE CONCRETE POST, THAT IS ABOUT
 GK0623'2-INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 98 FEET SOUTH OF A
 GK0623'HI-LINE POLE WITH A TRIANGULAR BLAZE, 52 FEET WEST OF THE CENTER-LINE
 GK0623'OF HIGHWAY AND 1-FOOT EAST OF THE FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1352 ***********************************************************************
 AJ1352  DESIGNATION -  COLE
 AJ1352  PID         -  AJ1352
 AJ1352  STATE/COUNTY-  TX/WEBB
 AJ1352  USGS QUAD   -  SAN PABLO (1968)
 AJ1352
 AJ1352                         *CURRENT SURVEY CONTROL
 AJ1352  ___________________________________________________________________
 AJ1352* NAD 83(1993)-  27 30 36.08863(N)    098 52 07.85088(W)     ADJUSTED  
 AJ1352* NAVD 88     -       257.7    (meters)     845.     (feet)  VERTCON   
 AJ1352  ___________________________________________________________________
 AJ1352  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AJ1352  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AJ1352
 AJ1352  HORZ ORDER  -  FIRST
 AJ1352
 AJ1352.The horizontal coordinates were established by classical geodetic methods
 AJ1352.and adjusted by the National Geodetic Survey in February 1996..
 AJ1352
 AJ1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1352
 AJ1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1352
 AJ1352.The geoid height was determined by GEOID03.
 AJ1352
 AJ1352;                    North         East     Units Scale Factor Converg.
 AJ1352;SPC TX S     - 5,204,284.541   263,559.149   MT  0.99993410   -0 10 02.9
 AJ1352;SPC TX S     -17,074,390.20    864,693.64   sFT  0.99993410   -0 10 02.9
 AJ1352;UTM  14      - 3,042,934.063   512,953.111   MT  0.99960207   +0 03 38.1
 AJ1352
 AJ1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1352!SPC TX S     -   0.99996342  x   0.99993410  =   0.99989753
 AJ1352!UTM  14      -   0.99996342  x   0.99960207  =   0.99956551
 AJ1352
 AJ1352:                Primary Azimuth Mark                     Grid Az
 AJ1352:SPC TX S     -  BRUNI COASTAL STATES PIPE MAST           095 50 29.4
 AJ1352:UTM  14      -  BRUNI COASTAL STATES PIPE MAST           095 36 48.4
 AJ1352
 AJ1352|---------------------------------------------------------------------|
 AJ1352| PID    Reference Object                     Distance      Geod. Az  |
 AJ1352|                                                           dddmmss.s |
 AJ1352| AJ1351 BRUNI COASTAL STATES PIPE MAST      APPROX. 8.8 KM 0954026.5 |
 AJ1352| CV3054 COLE RM 1                            16.470 METERS 31925     |
 AJ1352| CV3055 COLE RM 2                                          3470502.5 |
 AJ1352|---------------------------------------------------------------------|
 AJ1352
 AJ1352                          SUPERSEDED SURVEY CONTROL
 AJ1352
 AJ1352  NAD 83(1986)-  27 30 36.09195(N)    098 52 07.82462(W) AD(       ) 1
 AJ1352  NAD 27      -  27 30 34.98578(N)    098 52 06.74305(W) AD(       ) 1
 AJ1352  NGVD 29 (07/19/86)  257.7    (m)          845.     (f) VERT ANG       
 AJ1352
 AJ1352.Superseded values are not recommended for survey control.
 AJ1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1352.See file dsdata.txt to determine how the superseded data were derived.
 AJ1352
 AJ1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR1295342934(NAD 83)
 AJ1352_MARKER: DS = TRIANGULATION STATION DISK
 AJ1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1352_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1352
 AJ1352  HISTORY     - Date     Condition        Report By
 AJ1352  HISTORY     - 1974     MONUMENTED       NGS
 AJ1352
 AJ1352                          STATION DESCRIPTION
 AJ1352
 AJ1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1352'THE STATION IS ABOUT 5-1/2 MILES NORTH AND 2 MILES WEST OF BRUNI, 7
 AJ1352'MILES EAST AND 3 MILES NORTH OF OILTON AND IS ON PROPERTY OF THE SAN
 AJ1352'ROMAN RANCH, OWNED BY SERVANDO BENAVIDES JUNIOR, WHO LIVES AT 704
 AJ1352'LINCOLN STREET, LAREDO, TEXAS.
 AJ1352'
 AJ1352'TO REACH THE STATION FROM THE POST OFFICE IN BRUNI, GO WESTERLY ON
 AJ1352'STATE HIGHWAY 59 FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 AJ1352'GO NORTH ON FARM ROAD 2050 FOR 5.75 MILES TO AN IRON GATE AND A RANCH
 AJ1352'ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY ON THE RANCH ROAD
 AJ1352'FOR 0.35 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.05 MILE TO
 AJ1352'A 3-WAY FORK.  TAKE THE MIDDLE FORK AND CONTINUE WEST ON A TRACK
 AJ1352'ROAD FOR 0.25 MILE TO A TRACK CROSSROAD AND A POWER LINE.
 AJ1352'CONTINUE WEST ON THE TRACK ROAD FOR 0.8 MILE TO AN IRON GATE.
 AJ1352'CONTINUE WEST ON THE TRACK ROAD FOR 0.35 MILE TO A CATTLE PEN, A
 AJ1352'WINDMILL AND THE STATION.  TO REACH REFERENCE MARK 2 FROM
 AJ1352'THE STATION, GO NORTH-NORTHWEST ACROSS A CLEARED
 AJ1352'PASTURE TO A FENCE CORNER AND THE MARK ON THE RIGHT.
 AJ1352'
 AJ1352'STATION MARKS ARE STANDARD DISKS, STAMPED COLE 1974.  THE SURFACE
 AJ1352'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AJ1352'THAT IS FLUSH WITH THE GROUND.  IT IS 20.5 FEET NORTHWEST OF A LONE
 AJ1352'LARGE MESQUITE TREE, 21.0 FEET WEST OF A FENCE AND 39.0 FEET
 AJ1352'SOUTHEAST OF A METAL GATE.  THE UNDERGROUND DISK IS SET IN AN
 AJ1352'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 AJ1352'NOTE--LIVESTOCK IN THE AREA TIPPED THE SURFACE DISK BEFORE THE
 AJ1352'CONCRETE DRIED.
 AJ1352'
 AJ1352'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLE NO 1 1974, SET IN
 AJ1352'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AJ1352'INCHES ABOVE THE GROUND.  IT IS 1.2 FEET SOUTH OF THE FENCE, 1.6
 AJ1352'FEET SOUTHWEST OF A WITNESS POST, 15.0 FEET WEST OF THE CENTER OF A
 AJ1352'METAL GATE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AJ1352'
 AJ1352'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLE NO 2 1974, SET IN
 AJ1352'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 AJ1352'INCHES ABOVE THE GROUND.  IT IS 1.4 FEET SOUTH OF A FENCE AND 7.4
 AJ1352'FEET EAST OF A FENCE CORNER.  THIS MARK WILL SERVE AS THE AZIMUTH
 AJ1352'MARK.
 AJ1352'
 AJ1352'JOHN (USGS) IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY, NOT
 AJ1352'STAMPED, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AJ1352'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2.2 FEET SOUTH OF A
 AJ1352'FENCE.
 AJ1352'
 AJ1352'JOHN (USGS) RM IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY, NOT
 AJ1352'STAMPED, RIVETED TO THE TOP OF A 4 INCH IRON PIPE, THAT PROJECTS 2
 AJ1352'FEET.  IT IS 40.9 FEET SOUTH OF THE FENCE.
 AJ1352'
 AJ1352'NEAREST TOWN--BRUNI.
 AJ1352'
 AJ1352'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0777 ***********************************************************************
 CC0777  DESIGNATION -  COLE
 CC0777  PID         -  CC0777
 CC0777  STATE/COUNTY-  TX/ECTOR
 CC0777  USGS QUAD   -  NOTREES (1971)
 CC0777
 CC0777                         *CURRENT SURVEY CONTROL
 CC0777  ___________________________________________________________________
 CC0777* NAD 83(1993)-  31 59 28.18088(N)    102 46 36.74983(W)     ADJUSTED  
 CC0777* NAVD 88     -      1019.5    (meters)    3345.     (feet)  VERTCON   
 CC0777  ___________________________________________________________________
 CC0777  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CC0777  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CC0777
 CC0777  HORZ ORDER  -  FIRST
 CC0777
 CC0777.The horizontal coordinates were established by classical geodetic methods
 CC0777.and adjusted by the National Geodetic Survey in February 1996..
 CC0777
 CC0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0777
 CC0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0777
 CC0777.The geoid height was determined by GEOID03.
 CC0777
 CC0777;                    North         East     Units Scale Factor Converg.
 CC0777;SPC TX C     - 3,260,233.256   469,091.399   MT  1.00003075   -1 15 30.8
 CC0777;SPC TX C     -10,696,281.94  1,539,010.70   sFT  1.00003075   -1 15 30.8
 CC0777;SPC TXNC     - 2,044,211.224   195,920.386   MT  1.00004241   -2 19 57.3
 CC0777;SPC TXNC     - 6,706,716.32    642,782.13   sFT  1.00004241   -2 19 57.3
 CC0777;UTM  13      - 3,541,615.373   710,029.478   MT  1.00014405   +1 10 41.6
 CC0777
 CC0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0777!SPC TX C     -   0.99984358  x   1.00003075  =   0.99987432
 CC0777!SPC TXNC     -   0.99984358  x   1.00004241  =   0.99988598
 CC0777!UTM  13      -   0.99984358  x   1.00014405  =   0.99998760
 CC0777
 CC0777|---------------------------------------------------------------------|
 CC0777| PID    Reference Object                     Distance      Geod. Az  |
 CC0777|                                                           dddmmss.s |
 CC0777| CH8637 COLE RM 1                            54.072 METERS 07551     |
 CC0777| CC0769 AIRWAY BEACON A                     APPROX.21.3 KM 1320804.2 |
 CC0777| CH8638 COLE RM 2                            58.857 METERS 16934     |
 CC0777| CH8636 COLE AZ MK                                         3474716.0 |
 CC0777|---------------------------------------------------------------------|
 CC0777
 CC0777                          SUPERSEDED SURVEY CONTROL
 CC0777
 CC0777  NAD 83(1993)-  31 59 28.18273(N)    102 46 36.74135(W) AD(       ) 1
 CC0777  NAD 83(1986)-  31 59 28.18199(N)    102 46 36.73927(W) AD(       ) 1
 CC0777  NAD 27      -  31 59 27.76800(N)    102 46 35.18400(W) AD(       ) 1
 CC0777  NGVD 29 (07/19/86) 1019.1    (m)         3343.     (f) VERT ANG       
 CC0777
 CC0777.Superseded values are not recommended for survey control.
 CC0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0777.See file dsdata.txt to determine how the superseded data were derived.
 CC0777
 CC0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR1002941615(NAD 83)
 CC0777_MARKER: DS = TRIANGULATION STATION DISK
 CC0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0777+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CC0777
 CC0777  HISTORY     - Date     Condition        Report By
 CC0777  HISTORY     - 1935     MONUMENTED       CGS
 CC0777  HISTORY     - 1938     GOOD             TXHD
 CC0777  HISTORY     - 1947     GOOD             PHILIP
 CC0777  HISTORY     - 1986     GOOD
 CC0777
 CC0777                          STATION DESCRIPTION
 CC0777
 CC0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0777'STATION IS 23 MILES (AIRLINE) WNW OF ODESSA, TEXAS, AND LOCATED
 CC0777'ON SMOOTH PASTURE LAND OWNED BY M.E. COLE.  STATION IS 5 MILES
 CC0777'NW OF SLATORS RANCH.  1.1 MILES NNW OF SODA POP WINDMILL, 175
 CC0777'FEET W OF AN N-S FENCE LINE AND MARK PROJECTS 4 INCHES.
 CC0777'
 CC0777'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0777'BRONZE DISKS SET IN CONCRETE.
 CC0777'
 CC0777'REFERENCE MARK NO. 1 IS E OF STATION, 1.5 FEET E OF NS FENCE.
 CC0777'7 FEET E OF TRACK ROAD AND PROJECTS 4 INCHES.
 CC0777'
 CC0777'REFERENCE MARK NO. 2 IS S OF STATION, 175 FEET W OF NS FENCE
 CC0777'LINE AND PROJECTS 4 INCHES.
 CC0777'
 CC0777'AZIMUTH MARK IS N OF STATION, 1 FOOT E OF N-S FENCE LINE, 10
 CC0777'FEET E OF CENTER LINE OF TRACK ROAD AND PROJECTS 6 INCHES.
 CC0777'
 CC0777'STATION IS REACHED FROM THE ECTOR COUNTY COURTHOUSE, IN ODESSA,
 CC0777'BY DRIVING N ON STATE HIGHWAY 51, FOR 1.6 MILES TO ROAD INTERSECTION
 CC0777'AND A LARGE CONOCO SIGN, TURN LEFT OR W ON GRADED ROAD ALONG
 CC0777'TELEPHONE LINE AND GO 8.0 MILES TO TURN IN ROAD AND CATTLE
 CC0777'GUARD, TURN N WITH MAIN ROAD AND FOLLOW MAIN GRADED ROAD N AND
 CC0777'W FOR 12.3 MILES TO INTERSECTION OF A BLADED ROAD FROM THE N
 CC0777'AND A SIGN SLATOR.  TURN N ON BLADED ROAD AND FOLLOW FOR 3.7
 CC0777'MILES TO SLATOR RANCH.  PASS TO THE E AND N BETWEEN WINDMILLS
 CC0777'AND CONCRETE TANK, THRU A GATE, AND FOLLOW A TRACK ROAD WINDING
 CC0777'NORTHWESTERLY FOR 4.1 MILES TO THE SODA POP WINDMILL.  TAKE
 CC0777'RIGHT FORK HERE, KEEPING THE MAIN TRACK ROAD, AND DRIVE N
 CC0777'0.2 MILE TO A SW FENCE CORNER, CONTINUE N ALONG W SIDE OF
 CC0777'FENCE FOR 0.9 MILE, THEN TURN W AND DRIVE 175 FEET TO
 CC0777'STATION.
 CC0777'
 CC0777'A 50-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 CC0777
 CC0777                          STATION RECOVERY (1938)
 CC0777
 CC0777'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0777'STATION RECOVERED.  DESCRIPTION AS GIVEN IN REACHING STATION
 CC0777'IS SATISFACTORY.  STATION AND REFERENCE MARKS ARE IN GOOD
 CC0777'CONDITION.  AZIMUTH MARK WAS RECOVERED AND IN GOOD CONDITION.
 CC0777
 CC0777                          STATION RECOVERY (1947)
 CC0777
 CC0777'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CC0777'STATION, AZIMUTH, AND BOTH REFERENCE MARKS ARE IN PERFECT
 CC0777'CONDITION AS DESCRIBED.  STATION MARK IS STAMPED COLE 1935.
 CC0777
 CC0777                          STATION RECOVERY (1986)
 CC0777
 CC0777'RECOVERED 1986
 CC0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1181 ***********************************************************************
 AX1181  DESIGNATION -  COLE 2
 AX1181  PID         -  AX1181
 AX1181  STATE/COUNTY-  TX/COLORADO
 AX1181  USGS QUAD   -  FRELSBURG (1981)
 AX1181
 AX1181                         *CURRENT SURVEY CONTROL
 AX1181  ___________________________________________________________________
 AX1181* NAD 83(1993)-  29 46 00.88702(N)    096 31 58.17726(W)     ADJUSTED  
 AX1181* NAVD 88     -        84.35   (+/-2cm)     276.7    (feet)  VERTCON   
 AX1181  ___________________________________________________________________
 AX1181  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AX1181  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX1181
 AX1181  HORZ ORDER  -  THIRD
 AX1181  VERT ORDER  -  THIRD (See Below)
 AX1181
 AX1181.The horizontal coordinates were established by classical geodetic methods
 AX1181.and adjusted by the National Geodetic Survey in February 1996..
 AX1181.No horizontal observational check was made to the station.
 AX1181
 AX1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1181.The vertical order pertains to the NGVD 29 superseded value.
 AX1181
 AX1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX1181
 AX1181.The geoid height was determined by GEOID03.
 AX1181
 AX1181;                    North         East     Units Scale Factor Converg.
 AX1181;SPC TXSC     - 4,216,809.949   838,559.107   MT  0.99989157   +1 12 31.3
 AX1181;SPC TXSC     -13,834,650.64  2,751,172.67   sFT  0.99989157   +1 12 31.3
 AX1181;UTM  14      - 3,295,508.725   738,544.883   MT  1.00030215   +1 13 31.7
 AX1181
 AX1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX1181!SPC TXSC     -   0.99999101  x   0.99989157  =   0.99988258
 AX1181!UTM  14      -   0.99999101  x   1.00030215  =   1.00029316
 AX1181
 AX1181:                Primary Azimuth Mark                     Grid Az
 AX1181:SPC TXSC     -  COLE AZ MK                               009 44 35.7
 AX1181:UTM  14      -  COLE AZ MK                               009 43 35.3
 AX1181
 AX1181|---------------------------------------------------------------------|
 AX1181| PID    Reference Object                     Distance      Geod. Az  |
 AX1181|                                                           dddmmss.s |
 AX1181| CA2091 COLE AZ MK                                         0105707.0 |
 AX1181| AX1182 COLE 2 RM 1                          15.985 METERS 15129     |
 AX1181| AX1180 M 817                                 8.360 METERS 27657     |
 AX1181| AX2765 COLE                                 34.980 METERS 28036     |
 AX1181|---------------------------------------------------------------------|
 AX1181
 AX1181                          SUPERSEDED SURVEY CONTROL
 AX1181
 AX1181  NAD 83(1986)-  29 46 00.90235(N)    096 31 58.16315(W) AD(       ) 3
 AX1181  NAD 27      -  29 46 00.06600(N)    096 31 57.26710(W) AD(       ) 3
 AX1181  NGVD 29 (??/??/??)   84.33   (m)          276.7    (f) RESET       3  
 AX1181
 AX1181.Superseded values are not recommended for survey control.
 AX1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1181.See file dsdata.txt to determine how the superseded data were derived.
 AX1181
 AX1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3854595509(NAD 83)
 AX1181_MARKER: DB = BENCH MARK DISK
 AX1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1181_STAMPING: COLE 2 1958
 AX1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1181+STABILITY: SURFACE MOTION
 AX1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1181+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1181
 AX1181  HISTORY     - Date     Condition        Report By
 AX1181  HISTORY     - 1958     MONUMENTED       CGS
 AX1181  HISTORY     - 1958     GOOD             CGS
 AX1181  HISTORY     - 1960     GOOD             CGS
 AX1181  HISTORY     - 1987     GOOD             USPSQD
 AX1181  HISTORY     - 1987     GOOD             USPSQD
 AX1181  HISTORY     - 1987     GOOD             USPSQD
 AX1181  HISTORY     - 20041026 GOOD             USPSQD
 AX1181  HISTORY     - 20051106 GOOD             USPSQD
 AX1181
 AX1181                          STATION DESCRIPTION
 AX1181
 AX1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WCR)
 AX1181'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF FRELSBURG, 5
 AX1181'MILES NORTH OF COLUMBUS AND ABOUT 0.5 MILE NORTH OF A SINCLAIR
 AX1181'OIL CO. PROPERTY, ON THE EAST SIDE OF STATE HIGHWAY NO. 109,
 AX1181'IN THE EDGE OF A DENSE BRUSH AREA, 9 YARDS EAST OF THE EAST
 AX1181'RIGHT-OF-WAY LINE OF THE HIGHWAY, 7 YARDS EAST, NORTHEAST
 AX1181'OF A BRACED POWER POLE AND ABOUT 100 YARDS NORTHEAST ACROSS
 AX1181'THE HIGHWAY FROM A CATTLE-GUARD AND A ROAD LEADING WEST FROM
 AX1181'THE HIGHWAY.  IT IS 0.2 MILE NORTH OF A LARGE BAR-PIT AREA.
 AX1181'A STANDARD DISK STAMPED COLE 2 1958 IN A CONCRETE POST
 AX1181'PROJECTING 2 INCHES.
 AX1181'
 AX1181'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED COLE 2 NO
 AX1181'1 1958 IN A CONCRETE POST PROJECTING 4 INCHES, 21 YARDS
 AX1181'EAST OF THE EAST RIGHT-OF-WAY FENCE LINE AND 14 YARDS SOUTHEAST
 AX1181'OF THE GUY WIRE TO THE BRACED POLE.
 AX1181'
 AX1181'BENCH MARK M 817 1943 (USC AND GS) IS A STANDARD DISK IN
 AX1181'A PRE-CAST POST 5 INCHES SQUARE ON THE TOP AND PROJECTING
 AX1181'2 INCHES, 2 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE LINE
 AX1181'AND 9 FEET NORTHWEST OF THE BRACED POWER POLE.  IT IS STAMPED
 AX1181'M 817 1943
 AX1181'
 AX1181'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COLE 1954 IN
 AX1181'A CONCRETE POST PROJECTING 4 INCHES, 18 INCHES WEST OF THE
 AX1181'EAST RIGHT-OF-WAY FENCE OF THE HIGHWAY, 3 FEET NORTH OF
 AX1181'A 4 X 4 POST AND 3 FEET SOUTH OF A POWER POLE.
 AX1181'
 AX1181'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS NOS.
 AX1181'90 AND 71 IN COLUMBUS.  GO NORTH ON HIGHWAY NO. 71, 1.0
 AX1181'MILE TO THE JUNCTION OF HIGHWAY NO. 109.  TAKE THE RIGHT
 AX1181'FORK AND GO NORTH ON 109, 4.0 MILES TO THE TOP OF THE DIVIDE
 AX1181'AND THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE
 AX1181'AZIMUTH MARK CONTINUE 0.5 MILE TO THE MARK ON THE RIGHT.
 AX1181
 AX1181                          STATION RECOVERY (1958)
 AX1181
 AX1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 AX1181'5.0 MI N FROM COLUMBUS.
 AX1181'1.0 MILE NORTHWEST ON HIGHWAY NO. 71 FROM THE JUNCTION WITH HIGHWAY
 AX1181'NO. 90 IN COLUMBUS.  THEN THE RIGHT FORK WHICH IS HIGHWAY NO. 109, 4.0
 AX1181'MILES TO THE TOP OF THE LOW DIVIDE AND THE MARK ON THE RIGHT.  A
 AX1181'STANDARD DISK SET IN A CONCRETE POST PROJECTING ABOUT 2 INCHES.  IT IS
 AX1181'IN THE EDGE OF THE BRUSH IN A PASTURE 9 YARDS EAST OF THE EAST
 AX1181'RIGHT-OF-WAY FENCE AND 7 YARDS EAST, NORTHEAST OF A BRACED POWER POLE.
 AX1181'IT IS ABOUT 0.2 MILE NORTH OF A LARGE BAR-PIT AND 100 YARDS NORTHEAST
 AX1181'FROM A CATTLE GUARD AND A ROAD WEST FROM THE HIGHWAY.
 AX1181
 AX1181                          STATION RECOVERY (1960)
 AX1181
 AX1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 AX1181'STATION AND THE TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 AX1181'CONDITION AS DESCRIBED.  THE AZIMUTH MARK HAS BEEN DESTROYED
 AX1181'BY HIGHWAY MAINTENENCE MACHINERY.
 AX1181
 AX1181                          STATION RECOVERY (1987)
 AX1181
 AX1181'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBB)
 AX1181'RECOVERED IN GOOD CONDITION.
 AX1181
 AX1181                          STATION RECOVERY (1987)
 AX1181
 AX1181'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX1181'RECOVERED IN GOOD CONDITION.
 AX1181
 AX1181                          STATION RECOVERY (1987)
 AX1181
 AX1181'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AX1181'RECOVERED IN GOOD CONDITION.
 AX1181
 AX1181                          STATION RECOVERY (2004)
 AX1181
 AX1181'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1181'AREA HAS BEEN CLEARED OF BRUSH BUT A GRADER HIT THE MARKS AND LEFT A
 AX1181'CHIPPED MARK ON THE CONCRETE.
 AX1181'THE MARK WAS FOUND.
 AX1181'R 1 WAS FOUND.
 AX1181'M 817 1954 WAS FOUND.
 AX1181
 AX1181                          STATION RECOVERY (2005)
 AX1181
 AX1181'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1181'FOUND AS DESCRIBED.
 AX1181'R1 FOUND
 AX1181'M-817 FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1182 ***********************************************************************
 AX1182  DESIGNATION -  COLE 2 RM 1
 AX1182  PID         -  AX1182
 AX1182  STATE/COUNTY-  TX/COLORADO
 AX1182  USGS QUAD   -  FRELSBURG (1981)
 AX1182
 AX1182                         *CURRENT SURVEY CONTROL
 AX1182  ___________________________________________________________________
 AX1182* NAD 83(1986)-  29 46 01.     (N)    096 31 58.     (W)     SCALED    
 AX1182* NAVD 88     -        84.35   (+/-2cm)     276.7    (feet)  VERTCON   
 AX1182  ___________________________________________________________________
 AX1182  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX1182
 AX1182  VERT ORDER  -  THIRD (See Below)
 AX1182
 AX1182.The horizontal coordinates were scaled from a topographic map and have
 AX1182.an estimated accuracy of +/- 6 seconds.
 AX1182
 AX1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1182.The vertical order pertains to the NGVD 29 superseded value.
 AX1182
 AX1182.The geoid height was determined by GEOID03.
 AX1182
 AX1182;                    North         East    Units  Estimated Accuracy
 AX1182;SPC TXSC     - 4,216,810.      838,560.      MT  (+/- 180 meters Scaled)
 AX1182
 AX1182                          SUPERSEDED SURVEY CONTROL
 AX1182
 AX1182  NGVD 29 (??/??/??)   84.33   (m)          276.7    (f) RESET       3  
 AX1182
 AX1182.Superseded values are not recommended for survey control.
 AX1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1182.See file dsdata.txt to determine how the superseded data were derived.
 AX1182
 AX1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT385955(NAD 83)
 AX1182_MARKER: DR = REFERENCE MARK DISK
 AX1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1182_STAMPING: COLE 2 NO 1 1958
 AX1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1182+STABILITY: SURFACE MOTION
 AX1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1182+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1182
 AX1182  HISTORY     - Date     Condition        Report By
 AX1182  HISTORY     - 1958     MONUMENTED       CGS
 AX1182  HISTORY     - 1987     GOOD             USPSQD
 AX1182  HISTORY     - 1987     GOOD             USPSQD
 AX1182  HISTORY     - 20041026 GOOD             USPSQD
 AX1182  HISTORY     - 20051106 GOOD             USPSQD
 AX1182
 AX1182                          STATION DESCRIPTION
 AX1182
 AX1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AX1182'5.0 MI N FROM COLUMBUS.
 AX1182'1.0 MILE NORTHWEST ALONG HIGHWAY NO. 71 FROM THE JUNCTION WITH HIGHWAY
 AX1182'NO. 90 IN COLUMBUS, THEN THE RIGHT FORK WHICH IS HIGHWAY NO. 109,
 AX1182'NORTH 4.0 MILES TO THE TOP OF THE LOW DIVIDE AND THE MARK ON THE
 AX1182'RIGHT.  IN A CONCRETE POST WHICH PROJECTS 4 INCHES, 14 YARDS SOUTHEAST
 AX1182'OF A GUY WIRE TO A BRACED POWER POLE AND 21 YARDS EAST OF THE EAST
 AX1182'RIGHT-OF-WAY FENCE OF THE HIGHWAY.  52.45 FEET SOUTH-SOUTHEAST OF
 AX1182'TRIANGULATION STATION COLE 2 1958.
 AX1182
 AX1182                          STATION RECOVERY (1987)
 AX1182
 AX1182'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBB)
 AX1182'RECOVERED IN GOOD CONDITION.
 AX1182
 AX1182                          STATION RECOVERY (1987)
 AX1182
 AX1182'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX1182'RECOVERED IN GOOD CONDITION.
 AX1182
 AX1182                          STATION RECOVERY (2004)
 AX1182
 AX1182'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1182'RECOVERED IN GOOD CONDITION.
 AX1182
 AX1182                          STATION RECOVERY (2005)
 AX1182
 AX1182'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1182'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1418 ***********************************************************************
 AJ1418  DESIGNATION -  COLEMAN
 AJ1418  PID         -  AJ1418
 AJ1418  STATE/COUNTY-  TX/WEBB
 AJ1418  USGS QUAD   -  CERRITOS BLANCOS (1965)
 AJ1418
 AJ1418                         *CURRENT SURVEY CONTROL
 AJ1418  ___________________________________________________________________
 AJ1418* NAD 83(1993)-  27 45 27.50349(N)    099 41 14.64860(W)     ADJUSTED  
 AJ1418* NAVD 88     -       203.0    (meters)     666.     (feet)  VERTCON   
 AJ1418  ___________________________________________________________________
 AJ1418  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AJ1418  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AJ1418
 AJ1418  HORZ ORDER  -  FIRST
 AJ1418
 AJ1418.The horizontal coordinates were established by classical geodetic methods
 AJ1418.and adjusted by the National Geodetic Survey in February 1996..
 AJ1418
 AJ1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1418
 AJ1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1418
 AJ1418.The geoid height was determined by GEOID03.
 AJ1418
 AJ1418;                    North         East     Units Scale Factor Converg.
 AJ1418;SPC TX S     - 5,232,219.885   182,948.482   MT  0.99998171   -0 32 20.7
 AJ1418;SPC TX S     -17,166,041.41    600,223.48   sFT  0.99998171   -0 32 20.7
 AJ1418;UTM  14      - 3,070,544.623   432,261.323   MT  0.99965664   -0 19 12.6
 AJ1418
 AJ1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1418!SPC TX S     -   0.99997184  x   0.99998171  =   0.99995355
 AJ1418!UTM  14      -   0.99997184  x   0.99965664  =   0.99962849
 AJ1418
 AJ1418:                Primary Azimuth Mark                     Grid Az
 AJ1418:SPC TX S     -  ARSIA RANCH WINDMILL                     095 23 19.5
 AJ1418:UTM  14      -  ARSIA RANCH WINDMILL                     095 10 11.4
 AJ1418
 AJ1418|---------------------------------------------------------------------|
 AJ1418| PID    Reference Object                     Distance      Geod. Az  |
 AJ1418|                                                           dddmmss.s |
 AJ1418| AJ1421 ARSIA RANCH WINDMILL                APPROX.16.9 KM 0945058.8 |
 AJ1418| AJ1423 TORDILLO WHITE HOUSE W GABLE        APPROX. 7.6 KM 1124618.1 |
 AJ1418| AJ1426 MATTHEWS RANCH WINDMILL             APPROX.12.1 KM 1271325.0 |
 AJ1418| CV3056 COLEMAN RM                           13.005 METERS 13742     |
 AJ1418| AJ1419 THOMAS                              APPROX.15.6 KM 3404131.0 |
 AJ1418|---------------------------------------------------------------------|
 AJ1418
 AJ1418                          SUPERSEDED SURVEY CONTROL
 AJ1418
 AJ1418  NAD 83(1986)-  27 45 27.49917(N)    099 41 14.62291(W) AD(       ) 1
 AJ1418  NAD 27      -  27 45 26.45900(N)    099 41 13.45600(W) AD(       ) 1
 AJ1418  NGVD 29 (07/19/86)  203.0    (m)          666.     (f) VERT ANG       
 AJ1418
 AJ1418.Superseded values are not recommended for survey control.
 AJ1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1418.See file dsdata.txt to determine how the superseded data were derived.
 AJ1418
 AJ1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR3226170545(NAD 83)
 AJ1418_MARKER: DS = TRIANGULATION STATION DISK
 AJ1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1418
 AJ1418  HISTORY     - Date     Condition        Report By
 AJ1418  HISTORY     - 1917     MONUMENTED       CGS
 AJ1418  HISTORY     - 1935     GOOD             CGS
 AJ1418  HISTORY     - 1937     GOOD             TXHD
 AJ1418  HISTORY     - 1943     GOOD             CGS
 AJ1418  HISTORY     - 1965     GOOD             USGS
 AJ1418
 AJ1418                          STATION DESCRIPTION
 AJ1418
 AJ1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1418'STATION IS ABOUT 4 MILES NE OF MINERA.
 AJ1418'
 AJ1418'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AJ1418'
 AJ1418'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1418'
 AJ1418'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AJ1418'13.005 METERS (42.67 FEET) FROM STATION, S 42 DEG 18 MIN E.
 AJ1418'
 AJ1418'TO REACH THE STATION, FOLLOW THE DIRECTIONS FOR REACHING STATION
 AJ1418'TORDILLO.  AT 1/2 MILE W OF IRON GATE GO THROUGH A FENCE AND
 AJ1418'FOLLOW A DIM ROAD NORTHWARD 1-1/2 MILES TO A DIRT TANK.  FROM
 AJ1418'HERE FOLLOW THE RIDGE TO THE N TO THE HIGHEST POINT OF THE
 AJ1418'S END OF THE RIDGE.  THIS IS A FLAT RIDGE, AND THE STATION
 AJ1418'IS SURROUNDED BY BRUSH AND PRICKLY PEAR.
 AJ1418'
 AJ1418'ELEVATION OF STATION, 203.0 METERS (666 FEET).
 AJ1418
 AJ1418                          STATION RECOVERY (1935)
 AJ1418
 AJ1418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1418'STATION IS ON A HIGH RIDGE AT THE W SIDE OF COLEMAN, ON PROPERTY
 AJ1418'OWNED BY THE CITY.  MARK IS 57 FEET W OF CENTER LINE OF ROAD,
 AJ1418'66 FEET N OF NE CORNER OF RED BRICK HOUSE, ABOUT 200 FEET S OF
 AJ1418'RESERVOIR, ABOUT 200 FEET SW OF STANDPIPE, AND IS FLUSH WITH
 AJ1418'THE GROUND.
 AJ1418'
 AJ1418'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AJ1418'DISKS SET IN CONCRETE.
 AJ1418'
 AJ1418'REFERENCE MARK 1 IS N BY E OF STATION, 40 FEET W OF CENTER
 AJ1418'LINE OF ROAD, AND IS FLUSH WITH THE GROUND.
 AJ1418'
 AJ1418'REFERENCE MARK 2 IS SE OF STATION, 30 FEET W OF CENTER LINE
 AJ1418'OF ROAD, AND IS FLUSH WITH THE GROUND.
 AJ1418'
 AJ1418'AZIMUTH MARK IS 1 MILE SE OF STATION, 2 FEET W OF FENCE
 AJ1418'CORNER, 2 FEET S OF FENCE CORNER, 30 FEET S OF CENTER LINE OF
 AJ1418'STREET, AND 21 FEET E OF CENTER LINE OF STREET.  MARK PROJECTS
 AJ1418'8 INCHES.  TO REACH, GO E PAST TANK FOR 0.35 MILE, TURN
 AJ1418'RIGHT (S), GO 0.7 MILE, TURN LEFT (E) AND GO 0.1 MILE TO MARK
 AJ1418'ON S IN NW CORNER OF BALL PARK.
 AJ1418'
 AJ1418'TO REACH STATION FROM THE COURTHOUSE IN COLEMAN, GO W ON
 AJ1418'STREET, PASSING SCHOOLHOUSE, FOR 0.85 MILE TO TOP OF RIDGE
 AJ1418'AND STATION.
 AJ1418'
 AJ1418'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 AJ1418
 AJ1418                          STATION RECOVERY (1937)
 AJ1418
 AJ1418'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AJ1418'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED
 AJ1418'AND IN GOOD CONDITION.  DESCRIPTION FOR LOCATING STATION IS
 AJ1418'GOOD.
 AJ1418
 AJ1418                          STATION RECOVERY (1943)
 AJ1418
 AJ1418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AJ1418'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 AJ1418'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED AS
 AJ1418'DESCRIBED WITH THE EXCEPTION THAT A NEW STONE WALL HAS BEEN
 AJ1418'ERECTED IN PLACE OF THE OLD FENCE AROUND THE BALL PARK.  THE NEW
 AJ1418'WALL IS LOCATED IN THE SAME POSITION AS THE OLD FENCE, HENCE
 AJ1418'THE DESCRIPTION IS THE SAME.
 AJ1418'
 AJ1418'OBSERVATIONS MADE FROM A 37-FOOT STEEL TOWER.
 AJ1418
 AJ1418                          STATION RECOVERY (1965)
 AJ1418
 AJ1418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AJ1418'STATION WAS RECOVERED.  IT IS A STD. TABLET SET IN THE TOP OF
 AJ1418'A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 AJ1418'STAMPED COLEMAN 1917.
 AJ1418'
 AJ1418'FROM POST OFFICE, LAREDO, GO 0.2 MILES EAST (4 BLOCKS) TO SAN
 AJ1418'BERNARDO AVE., THENCE 4.0 MILES N ON SAN BERNARDO AVE TO JCT
 AJ1418'WITH FARM RD 1472, TURN LEFT ONTO 1472 AND GO 19.3 MILES NW ON
 AJ1418'THE FARM ROAD TO A GATE ON THE N SIDE OF AN 8 FOOT FENCE (E-W),
 AJ1418'TURN THRU GATE, AND PROCEED NE ALONG THE NORTH SIDE OF THE
 AJ1418'FENCE FOR 1.1 MILE TO RD JCT NW, CONTINUE NE ALONG N SIDE OF
 AJ1418'FENCE 1.6 MILE TO A GATE, CONTINUE NE 0.5 MILE TO A RD NW, TURN
 AJ1418'NW AND GO 0.8 MILE TO A Y-RD JCT OF THREE RANCH RDS EAST OF A
 AJ1418'CORRAL AND SEVERAL BLDGS, CONTINUE STRAIGHT AHEAD ON THE
 AJ1418'MIDDLE RD OF THE THREE 0.7 MILE TO A CLEARED LINE CROSSING THE
 AJ1418'ROAD, TURN LEFT (NW) ONTO CLEARED LINE AND GO 0.2 MILE TO A
 AJ1418'RIDGE TOP ON THE NORTH SLOPE OF A HILL.  STATION IS ABOUT 310
 AJ1418'FEET SOUTH AND ON TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1072 ***********************************************************************
 CA1072  DESIGNATION -  COLEMAN
 CA1072  PID         -  CA1072
 CA1072  STATE/COUNTY-  TX/COLEMAN
 CA1072  USGS QUAD   -  COLEMAN (1987)
 CA1072
 CA1072                         *CURRENT SURVEY CONTROL
 CA1072  ___________________________________________________________________
 CA1072* NAD 83(1993)-  31 49 48.48138(N)    099 26 11.93554(W)     ADJUSTED  
 CA1072* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 CA1072  ___________________________________________________________________
 CA1072  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CA1072  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CA1072
 CA1072  HORZ ORDER  -  SECOND
 CA1072
 CA1072.The horizontal coordinates were established by classical geodetic methods
 CA1072.and adjusted by the National Geodetic Survey in February 1996..
 CA1072
 CA1072.The orthometric height was scaled from a topographic map.
 CA1072
 CA1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1072
 CA1072.The geoid height was determined by GEOID03.
 CA1072
 CA1072;                    North         East     Units Scale Factor Converg.
 CA1072;SPC TX C     - 3,240,183.455   784,884.286   MT  0.99998614   +0 27 42.6
 CA1072;SPC TX C     -10,630,501.89  2,575,074.53   sFT  0.99998614   +0 27 42.6
 CA1072;UTM  14      - 3,521,690.589   458,680.155   MT  0.99962106   -0 13 49.1
 CA1072
 CA1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1072!SPC TX C     -   0.99991674  x   0.99998614  =   0.99990288
 CA1072!UTM  14      -   0.99991674  x   0.99962106  =   0.99953783
 CA1072
 CA1072|---------------------------------------------------------------------|
 CA1072| PID    Reference Object                     Distance      Geod. Az  |
 CA1072|                                                           dddmmss.s |
 CA1072| CV4600 COLEMAN RM 1                         15.490 METERS 04224     |
 CA1072| CA1077 COLEMAN FIRST METH CH DOME          APPROX. 0.9 KM 0821245.5 |
 CA1072| CA1076 COLEMAN COUNTY CTHSE DOME           APPROX. 1.3 KM 0833031.2 |
 CA1072| CV4601 COLEMAN RM 2                          8.640 METERS 13238     |
 CA1072| CV4599 COLEMAN AZ MK                                      1460315.2 |
 CA1072| CA1159 WEST 1 OIL DERRICK                  APPROX.11.5 KM 2692723.0 |
 CA1072|---------------------------------------------------------------------|
 CA1072
 CA1072                          SUPERSEDED SURVEY CONTROL
 CA1072
 CA1072  NAD 83(1986)-  31 49 48.48935(N)    099 26 11.92169(W) AD(       ) 2
 CA1072  NAD 27      -  31 49 47.96900(N)    099 26 10.69400(W) AD(       ) 2
 CA1072
 CA1072.Superseded values are not recommended for survey control.
 CA1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1072.See file dsdata.txt to determine how the superseded data were derived.
 CA1072
 CA1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5868021691(NAD 83)
 CA1072_MARKER: DS = TRIANGULATION STATION DISK
 CA1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1072
 CA1072  HISTORY     - Date     Condition        Report By
 CA1072  HISTORY     - 1935     MONUMENTED       CGS
 CA1072  HISTORY     - 1937     GOOD             TXHD
 CA1072  HISTORY     - 1943     GOOD             CGS
 CA1072  HISTORY     - 1952     GOOD             CGS
 CA1072  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA1072
 CA1072                          STATION DESCRIPTION
 CA1072
 CA1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1072'STATION IS ON A HIGH RIDGE AT THE W SIDE OF COLEMAN ON PROPERTY
 CA1072'OWNED BY THE CITY.  MARK IS 57 FEET W OF CENTER LINE OF
 CA1072'ROAD, 66 FEET N OF NE CORNER OF RED BRICK HOUSE, ABOUT 200
 CA1072'FEET S OF RESERVOIR, ABOUT 200 FEET SW OF STAND PIPE AND
 CA1072'IS FLUSH WITH THE GROUND.
 CA1072'
 CA1072'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CA1072'BRONZE DISKS SET IN CONCRETE.
 CA1072'
 CA1072'REFERENCE MARK NO. 1 IS N BY E OF STATION, 40 FEET W OF
 CA1072'CENTER LINE OF ROAD, AND IS FLUSH WITH THE GROUND.
 CA1072'
 CA1072'REFERENCE MARK NO. 2 IS SE OF STATION, 30 FEET W OF CENTER
 CA1072'LINE OF ROAD, AND IS FLUSH WITH THE GROUND.
 CA1072'
 CA1072'AZIMUTH MARK IS SE OF STATION.  TO REACH AZIMUTH MARK FROM
 CA1072'STATION, GO E PAST TANK FOR 0.35 MILE, TURN RIGHT (S), GO
 CA1072'0.7 MILE, TURN LEFT (E) AND GO 0.1 MILE TO MARK ON S IN NW
 CA1072'CORNER OF BALL PARK.  MARK PROJECTS 8 INCHES AND IS 2 FEET
 CA1072'W OF FENCE CORNER, 2 FEET S OF FENCE CORNER, 30 FEET S OF
 CA1072'CENTER LINE OF STREET, AND 21 FEET E OF CENTER LINE OF STREET.
 CA1072'
 CA1072'TO REACH STATION FROM THE COURTHOUSE IN COLEMAN, GO W ON
 CA1072'STREET PASSING SCHOOLHOUSE, FOR 0.85 MILE TO TOP OF RIDGE
 CA1072'AND STATION.
 CA1072'
 CA1072'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CA1072
 CA1072                          STATION RECOVERY (1937)
 CA1072
 CA1072'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1072'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 CA1072'AND IN GOOD CONDITION.  DESCRIPTION FOR LOCATING THE STATION
 CA1072'IS GOOD.
 CA1072
 CA1072                          STATION RECOVERY (1943)
 CA1072
 CA1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA1072'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 CA1072'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED
 CA1072'AS DESCRIBED WITH THE EXCEPTION THAT A NEW STONE WALL HAS
 CA1072'BEEN ERECTED IN PLACE OF THE OLD FENCE AROUND THE BALL PARK.  THE
 CA1072'NEW WALL IS LOCATED IN THE SAME POSITION AS THE OLD FENCE,
 CA1072'HENCE THE DESCRIPTION IS THE SAME.
 CA1072'
 CA1072'OBSERVATIONS MADE FROM 37 FOOT STEEL TOWER.
 CA1072
 CA1072                          STATION RECOVERY (1952)
 CA1072
 CA1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 CA1072'STATION WAS RECOVERED IN EXCELLENT CONDITION.  DESCRIPTION
 CA1072'IS ADEQUATE.
 CA1072
 CA1072                          STATION RECOVERY (1981)
 CA1072
 CA1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CA1072'THE STATION, REFERENCE MARKS NO 1 AND NO 2 WERE NOT RECOVERED.  THE
 CA1072'AZIMUTH WAS RECOVERED AS DESCRIBED IN 1943.  THE BALL FIELD IS
 CA1072'LOCATED AT THE INTERSECTION OF CLOW AND WEST FIFTH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0805 ***********************************************************************
 DO0805  DESIGNATION -  COLEMAN
 DO0805  PID         -  DO0805
 DO0805  STATE/COUNTY-  TX/WICHITA
 DO0805  USGS QUAD   -  IOWA PARK (1972)
 DO0805
 DO0805                         *CURRENT SURVEY CONTROL
 DO0805  ___________________________________________________________________
 DO0805* NAD 83(1993)-  33 57 49.64898(N)    098 40 22.52349(W)     ADJUSTED  
 DO0805* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 DO0805  ___________________________________________________________________
 DO0805  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 DO0805  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DO0805
 DO0805  HORZ ORDER  -  SECOND
 DO0805
 DO0805.The horizontal coordinates were established by classical geodetic methods
 DO0805.and adjusted by the National Geodetic Survey in February 1996..
 DO0805
 DO0805.The orthometric height was scaled from a topographic map.
 DO0805
 DO0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0805
 DO0805.The geoid height was determined by GEOID03.
 DO0805
 DO0805;                    North         East     Units Scale Factor Converg.
 DO0805;SPC TXNC     - 2,254,753.768   584,017.773   MT  0.99999920   -0 05 39.5
 DO0805;SPC TXNC     - 7,397,471.32  1,916,064.98   sFT  0.99999920   -0 05 39.5
 DO0805;UTM  14      - 3,758,189.435   530,217.706   MT  0.99961126   +0 10 57.8
 DO0805
 DO0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0805!SPC TXNC     -   0.99995331  x   0.99999920  =   0.99995251
 DO0805!UTM  14      -   0.99995331  x   0.99961126  =   0.99956459
 DO0805
 DO0805:                Primary Azimuth Mark                     Grid Az
 DO0805:SPC TXNC     -  COLEMAN AZ MK                            072 49 23.5
 DO0805:UTM  14      -  COLEMAN AZ MK                            072 32 46.2
 DO0805
 DO0805|---------------------------------------------------------------------|
 DO0805| PID    Reference Object                     Distance      Geod. Az  |
 DO0805|                                                           dddmmss.s |
 DO0805| CX6962 COLEMAN AZ MK                                      0724344.0 |
 DO0805| DO0804 IOWA PARK N MUNICIPAL TANK          385.054 METERS 13641     |
 DO0805| DO0802 IOWA PARK CITY WATER TANK           APPROX. 1.5 KM 1573210.3 |
 DO0805| CX6963 COLEMAN RM 1                         16.204 METERS 22448     |
 DO0805| CX6964 COLEMAN RM 2                         19.076 METERS 32734     |
 DO0805|---------------------------------------------------------------------|
 DO0805
 DO0805                          SUPERSEDED SURVEY CONTROL
 DO0805
 DO0805  NAD 83(1993)-  33 57 49.64916(N)    098 40 22.52307(W) AD(       ) 2
 DO0805  NAD 83(1986)-  33 57 49.65345(N)    098 40 22.51047(W) AD(       ) 2
 DO0805  NAD 27      -  33 57 49.31557(N)    098 40 21.28468(W) AD(       ) 2
 DO0805
 DO0805.Superseded values are not recommended for survey control.
 DO0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0805.See file dsdata.txt to determine how the superseded data were derived.
 DO0805
 DO0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3021858189(NAD 83)
 DO0805_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0805
 DO0805  HISTORY     - Date     Condition        Report By
 DO0805  HISTORY     - 1965     MONUMENTED       CGS
 DO0805  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0805
 DO0805                          STATION DESCRIPTION
 DO0805
 DO0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0805'THE STATION IS ABOUT 11 MILES NORTHWEST OF WICHITA FALLS, 1
 DO0805'MILE NORTH OF IOWA PARK, ON PROPERTY OWNED BY MR. JACK COLEMAN
 DO0805'WHO LIVES IN CLOVIS, NEW MEXICO.
 DO0805'
 DO0805'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 DO0805'AND FARM ROAD 368 IN IOWA PARK, GO NORTH ON FARM ROAD 368 FOR
 DO0805'1.1 MILES TO THE STATION ON THE RIGHT.
 DO0805'
 DO0805'THE STATION MARK IS A STANDARD DISK, STAMPED COLEMAN 1965, SET IN
 DO0805'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0805'FLUSH WITH THE GROUND.  IT IS 71 FEET EAST OF THE CENTERLINE OF
 DO0805'FARM ROAD 368 AND 64.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 DO0805'
 DO0805'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLEMAN NO 1
 DO0805'1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0805'DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 34.2
 DO0805'FEET EAST OF THE CENTERLINE OF THE FARM ROAD, 2.5 FEET EAST OF
 DO0805'A POWER LINE POLE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 DO0805'
 DO0805'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLEMAN NO 2 1965,
 DO0805'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0805'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 36.5 FEET EAST
 DO0805'OF THE CENTERLINE OF THE FARM ROAD, 2 FEET SOUTH OF THE WITNESS
 DO0805'POST AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 DO0805'
 DO0805'AZIMUTH MARK IS A STANDARD DISK, STAMPED COLEMAN 1965, CEMENTED
 DO0805'IN A DRILL HOLE IN THE TOP OF AN EAST HEAD WALL OF A CONCRETE
 DO0805'CULVERT.  IT IS ON THE NORTH SIDE OF A PAVED ROAD THAT RUNS
 DO0805'PARALLEL WITH THE WEST-BOUND LANE OF U.S. HIGHWAY 287, 29.0 FEET
 DO0805'NORTH OF THE CENTERLINE OF THE PAVED ROAD, 25.9 FEET SOUTHEAST
 DO0805'OF A TRANSFORMER POLE, 14.3 FEET SOUTH-SOUTHEAST OF AN EAST GATE
 DO0805'POST AND 12.5 FEET SOUTH OF A METAL WITNESS POST.  TO REACH THE
 DO0805'MARK FROM THE STATION, GO NORTH ON FARM ROAD 368 FOR 0.1 MILE TO
 DO0805'THE JUNCTION OF U.S. HIGHWAY 287, TURN RIGHT AND GO EAST ON
 DO0805'287 FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 DO0805'
 DO0805'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DO0805
 DO0805                          STATION RECOVERY (2001)
 DO0805
 DO0805'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1071 ***********************************************************************
 CA1071  DESIGNATION -  COLEMAN CO ELEC COOP RAD MAST
 CA1071  PID         -  CA1071
 CA1071  STATE/COUNTY-  TX/COLEMAN
 CA1071  USGS QUAD   -  COLEMAN (1987)
 CA1071
 CA1071                         *CURRENT SURVEY CONTROL
 CA1071  ___________________________________________________________________
 CA1071* NAD 83(1993)-  31 49 51.00552(N)    099 26 24.87713(W)     ADJUSTED  
 CA1071* NAVD 88     -                                                        
 CA1071  ___________________________________________________________________
 CA1071  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CA1071  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CA1071
 CA1071  HORZ ORDER  -  THIRD
 CA1071
 CA1071.The horizontal coordinates were established by classical geodetic methods
 CA1071.and adjusted by the National Geodetic Survey in February 1996..
 CA1071
 CA1071
 CA1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1071
 CA1071.The geoid height was determined by GEOID03.
 CA1071
 CA1071;                    North         East     Units Scale Factor Converg.
 CA1071;SPC TX C     - 3,240,258.460   784,543.361   MT  0.99998632   +0 27 36.0
 CA1071;SPC TX C     -10,630,747.96  2,573,956.01   sFT  0.99998632   +0 27 36.0
 CA1071;UTM  14      - 3,521,769.678   458,340.285   MT  0.99962140   -0 13 55.9
 CA1071
 CA1071                          SUPERSEDED SURVEY CONTROL
 CA1071
 CA1071  NAD 83(1986)-  31 49 51.01389(N)    099 26 24.86303(W) AD(       ) 4
 CA1071  NAD 27      -  31 49 50.49500(N)    099 26 23.62900(W) AD(       ) 3
 CA1071
 CA1071.Superseded values are not recommended for survey control.
 CA1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1071.See file dsdata.txt to determine how the superseded data were derived.
 CA1071
 CA1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5834021770(NAD 83)
 CA1071_MARKER: 42 = RADIO/TV MAST
 CA1071
 CA1071  HISTORY     - Date     Condition        Report By
 CA1071  HISTORY     - 1961     FIRST OBSERVED   CGS
 CA1071
 CA1071                          STATION DESCRIPTION
 CA1071
 CA1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1071'THE STATION IS THE LARGE RED LIGHT ATOP THE MAST WHICH IS ON A
 CA1071'HILL IN THE WEST EDGE OF COLEMAN AND ON THE NORTH SIDE OF FARM
 CA1071'ROAD 53.  IT IS THE NORTHWEST ONE OF FIVE MASTS AND ON THE
 CA1071'NORTHWEST SIDE OF THE CITY WATER PLANT.
 CA1071'
 CA1071'THE MAST IS A RED AND WHITE GUYED STEEL STRUCTURE WITH A LARGE
 CA1071'WHIP ANTENNA ON THE TOP AND IS 210 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1076 ***********************************************************************
 CA1076  DESIGNATION -  COLEMAN COUNTY CTHSE DOME
 CA1076  PID         -  CA1076
 CA1076  STATE/COUNTY-  TX/COLEMAN
 CA1076  USGS QUAD   -  COLEMAN (1987)
 CA1076
 CA1076                         *CURRENT SURVEY CONTROL
 CA1076  ___________________________________________________________________
 CA1076* NAD 83(1993)-  31 49 53.23885(N)    099 25 22.93323(W)     ADJUSTED  
 CA1076* NAVD 88     -                                                        
 CA1076  ___________________________________________________________________
 CA1076  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CA1076  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CA1076
 CA1076  HORZ ORDER  -  THIRD
 CA1076
 CA1076.The horizontal coordinates were established by classical geodetic methods
 CA1076.and adjusted by the National Geodetic Survey in February 1996..
 CA1076
 CA1076
 CA1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1076
 CA1076.The geoid height was determined by GEOID03.
 CA1076
 CA1076;                    North         East     Units Scale Factor Converg.
 CA1076;SPC TX C     - 3,240,340.449   786,171.609   MT  0.99998648   +0 28 07.9
 CA1076;SPC TX C     -10,631,016.96  2,579,298.02   sFT  0.99998648   +0 28 07.9
 CA1076;UTM  14      - 3,521,831.971   459,968.809   MT  0.99961976   -0 13 23.2
 CA1076
 CA1076                          SUPERSEDED SURVEY CONTROL
 CA1076
 CA1076  NAD 83(1986)-  31 49 53.24735(N)    099 25 22.91906(W) AD(       ) 4
 CA1076  NAD 27      -  31 49 52.72800(N)    099 25 21.69600(W) AD(       ) 3
 CA1076
 CA1076.Superseded values are not recommended for survey control.
 CA1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1076.See file dsdata.txt to determine how the superseded data were derived.
 CA1076
 CA1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5996921832(NAD 83)
 CA1076_MARKER: 87 = DOME
 CA1076
 CA1076  HISTORY     - Date     Condition        Report By
 CA1076  HISTORY     - 1935     FIRST OBSERVED   CGS
 CA1076  HISTORY     - 1943     GOOD             CGS
 CA1076
 CA1076                          STATION DESCRIPTION
 CA1076
 CA1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1076'POINT OBSERVED UPON WAS THE FINIAL ON THE CENTER OF THE COLEMAN
 CA1076'COUNTY COURTHOUSE DOME.  THERE IS A LIGHT ON THIS DOME AT NIGHT BUT
 CA1076'IT IS NOT CENTERED.
 CA1076'
 CA1076'OBSERVED UPON FROM STATIONS ECHO AND COLEMAN.
 CA1076
 CA1076                          STATION RECOVERY (1943)
 CA1076
 CA1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA1076'STATION IS THE DOME ON THE TOP OF THE COLEMAN COUNTY COURTHOUSE,
 CA1076'LOCATED AT THE N EDGE OF THE BUSINESS SECTION AT THE N END OF
 CA1076'COMMERCIAL STREET IN THE SQUARE.  LIVE OAK STREET ON THE S,
 CA1076'COTTONWOOD STREET ON THE N, WEST STREET ON THE W, EAST STREET
 CA1076'ON THE E.  IT IS A THREE-STORY YELLOW BRICK BUILDING WITH
 CA1076'A CLOCK TOWER ON TOP.  THE DOME OF THE TOWER IS PAINTED BROWN.
 CA1076'
 CA1076'POINT OBSERVED UPON, THE LIGHT ON THE TOP OF THE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1077 ***********************************************************************
 CA1077  DESIGNATION -  COLEMAN FIRST METH CH DOME
 CA1077  PID         -  CA1077
 CA1077  STATE/COUNTY-  TX/COLEMAN
 CA1077  USGS QUAD   -  COLEMAN (1987)
 CA1077
 CA1077                         *CURRENT SURVEY CONTROL
 CA1077  ___________________________________________________________________
 CA1077* NAD 83(1993)-  31 49 52.32690(N)    099 25 38.98893(W)     ADJUSTED  
 CA1077* NAVD 88     -                                                        
 CA1077  ___________________________________________________________________
 CA1077  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CA1077  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CA1077
 CA1077  HORZ ORDER  -  THIRD
 CA1077
 CA1077.The horizontal coordinates were established by classical geodetic methods
 CA1077.and adjusted by the National Geodetic Survey in February 1996..
 CA1077
 CA1077
 CA1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1077
 CA1077.The geoid height was determined by GEOID03.
 CA1077
 CA1077;                    North         East     Units Scale Factor Converg.
 CA1077;SPC TX C     - 3,240,308.915   785,749.657   MT  0.99998641   +0 27 59.6
 CA1077;SPC TX C     -10,630,913.50  2,577,913.67   sFT  0.99998641   +0 27 59.6
 CA1077;UTM  14      - 3,521,805.545   459,546.662   MT  0.99962018   -0 13 31.7
 CA1077
 CA1077                          SUPERSEDED SURVEY CONTROL
 CA1077
 CA1077  NAD 83(1986)-  31 49 52.33539(N)    099 25 38.97474(W) AD(       ) 4
 CA1077  NAD 27      -  31 49 51.82000(N)    099 25 37.74000(W) AD(       ) 3
 CA1077
 CA1077.Superseded values are not recommended for survey control.
 CA1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1077.See file dsdata.txt to determine how the superseded data were derived.
 CA1077
 CA1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5954721806(NAD 83)
 CA1077_MARKER: 87 = DOME
 CA1077
 CA1077  HISTORY     - Date     Condition        Report By
 CA1077  HISTORY     - 1935     FIRST OBSERVED   CGS
 CA1077
 CA1077                          STATION DESCRIPTION
 CA1077
 CA1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1077'POINT OBSERVED UPON WAS THE FINIAL OF THE LARGE FLAT SILVER DOME
 CA1077'ON THE LARGE RED BRICK BUILDING, WHICH IS THE FIRST METHODIST
 CA1077'EPISCOPAL CHURCH, BUILT IN 1915.
 CA1077'
 CA1077'OBSERVED UPON FROM STATIONS, ECHO AND COLEMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1073 ***********************************************************************
 CA1073  DESIGNATION -  COLEMAN RADIO STA KSTA MAST
 CA1073  PID         -  CA1073
 CA1073  STATE/COUNTY-  TX/COLEMAN
 CA1073  USGS QUAD   -  COLEMAN (1987)
 CA1073
 CA1073                         *CURRENT SURVEY CONTROL
 CA1073  ___________________________________________________________________
 CA1073* NAD 83(1993)-  31 51 16.74538(N)    099 25 37.22062(W)     ADJUSTED  
 CA1073* NAVD 88     -                                                        
 CA1073  ___________________________________________________________________
 CA1073  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CA1073  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CA1073
 CA1073  HORZ ORDER  -  THIRD
 CA1073
 CA1073.The horizontal coordinates were established by classical geodetic methods
 CA1073.and adjusted by the National Geodetic Survey in February 1996..
 CA1073
 CA1073
 CA1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1073
 CA1073.The geoid height was determined by GEOID03.
 CA1073
 CA1073;                    North         East     Units Scale Factor Converg.
 CA1073;SPC TX C     - 3,242,909.364   785,774.970   MT  0.99999242   +0 28 00.5
 CA1073;SPC TX C     -10,639,445.14  2,577,996.71   sFT  0.99999242   +0 28 00.5
 CA1073;UTM  14      - 3,524,404.539   459,603.363   MT  0.99962013   -0 13 31.3
 CA1073
 CA1073                          SUPERSEDED SURVEY CONTROL
 CA1073
 CA1073  NAD 83(1986)-  31 51 16.75381(N)    099 25 37.20657(W) AD(       ) 4
 CA1073  NAD 27      -  31 51 16.23500(N)    099 25 35.97500(W) AD(       ) 3
 CA1073
 CA1073.Superseded values are not recommended for survey control.
 CA1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1073.See file dsdata.txt to determine how the superseded data were derived.
 CA1073
 CA1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5960324405(NAD 83)
 CA1073_MARKER: 42 = RADIO/TV MAST
 CA1073
 CA1073  HISTORY     - Date     Condition        Report By
 CA1073  HISTORY     - 1961     FIRST OBSERVED   CGS
 CA1073
 CA1073                          STATION DESCRIPTION
 CA1073
 CA1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1073'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS ON THE WEST SIDE
 CA1073'OF THE INTERSECTION OF U.S. HIGHWAYS 84, 283 AND STATE HIGHWAY 206
 CA1073'APPROXIMATELY 2 MILES NORTH OF COLEMAN.
 CA1073'
 CA1073'THE MAST IS AN ORANGE AND WHITE STEEL STRUCTURE 240 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1080 ***********************************************************************
 CA1080  DESIGNATION -  COLEMAN SW ST TEL CO MICROWAVE
 CA1080  PID         -  CA1080
 CA1080  STATE/COUNTY-  TX/COLEMAN
 CA1080  USGS QUAD   -  COLEMAN (1987)
 CA1080
 CA1080                         *CURRENT SURVEY CONTROL
 CA1080  ___________________________________________________________________
 CA1080* NAD 83(1993)-  31 49 53.99827(N)    099 26 16.69697(W)     ADJUSTED  
 CA1080* NAVD 88     -                                                        
 CA1080  ___________________________________________________________________
 CA1080  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CA1080  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CA1080
 CA1080  HORZ ORDER  -  THIRD
 CA1080
 CA1080.The horizontal coordinates were established by classical geodetic methods
 CA1080.and adjusted by the National Geodetic Survey in February 1996..
 CA1080
 CA1080
 CA1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1080
 CA1080.The geoid height was determined by GEOID03.
 CA1080
 CA1080;                    North         East     Units Scale Factor Converg.
 CA1080;SPC TX C     - 3,240,352.365   784,757.716   MT  0.99998653   +0 27 40.2
 CA1080;SPC TX C     -10,631,056.05  2,574,659.27   sFT  0.99998653   +0 27 40.2
 CA1080;UTM  14      - 3,521,860.953   458,555.680   MT  0.99962118   -0 13 51.6
 CA1080
 CA1080                          SUPERSEDED SURVEY CONTROL
 CA1080
 CA1080  NAD 83(1986)-  31 49 54.00661(N)    099 26 16.68290(W) AD(       ) 4
 CA1080  NAD 27      -  31 49 53.48800(N)    099 26 15.44900(W) AD(       ) 3
 CA1080
 CA1080.Superseded values are not recommended for survey control.
 CA1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1080.See file dsdata.txt to determine how the superseded data were derived.
 CA1080
 CA1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5855621861(NAD 83)
 CA1080_MARKER: 44 = MICROWAVE MAST
 CA1080
 CA1080  HISTORY     - Date     Condition        Report By
 CA1080  HISTORY     - 1961     FIRST OBSERVED   CGS
 CA1080
 CA1080                          STATION DESCRIPTION
 CA1080
 CA1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1080'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS AT THE WEST
 CA1080'EDGE OF COLEMAN, 0.05 MILE NORTHEAST OF THE CITY WATER PLANT AND
 CA1080'ON THE NORTH SIDE OF FARM ROAD 53.
 CA1080'
 CA1080'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, AND HAS A
 CA1080'RED LIGHT AND TWO REFLECTORS ON THE TOP OF THE MAST.  IT HAS
 CA1080'AN OVERALL HEIGHT OF 265 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1074 ***********************************************************************
 CA1074  DESIGNATION -  COLEMAN TV CABLE CO MICROWAVE
 CA1074  PID         -  CA1074
 CA1074  STATE/COUNTY-  TX/COLEMAN
 CA1074  USGS QUAD   -  COLEMAN (1987)
 CA1074
 CA1074                         *CURRENT SURVEY CONTROL
 CA1074  ___________________________________________________________________
 CA1074* NAD 83(1993)-  31 49 25.19784(N)    099 26 27.70465(W)     ADJUSTED  
 CA1074* NAVD 88     -                                                        
 CA1074  ___________________________________________________________________
 CA1074  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CA1074  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CA1074
 CA1074  HORZ ORDER  -  THIRD
 CA1074
 CA1074.The horizontal coordinates were established by classical geodetic methods
 CA1074.and adjusted by the National Geodetic Survey in February 1996..
 CA1074
 CA1074
 CA1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1074
 CA1074.The geoid height was determined by GEOID03.
 CA1074
 CA1074;                    North         East     Units Scale Factor Converg.
 CA1074;SPC TX C     - 3,239,462.997   784,475.387   MT  0.99998452   +0 27 34.5
 CA1074;SPC TX C     -10,628,138.18  2,573,733.00   sFT  0.99998452   +0 27 34.5
 CA1074;UTM  14      - 3,520,975.384   458,262.735   MT  0.99962148   -0 13 57.2
 CA1074
 CA1074                          SUPERSEDED SURVEY CONTROL
 CA1074
 CA1074  NAD 83(1986)-  31 49 25.20631(N)    099 26 27.69040(W) AD(       ) 4
 CA1074  NAD 27      -  31 49 24.64800(N)    099 26 26.49600(W) AD(       ) 3
 CA1074
 CA1074.Superseded values are not recommended for survey control.
 CA1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1074.See file dsdata.txt to determine how the superseded data were derived.
 CA1074
 CA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5826320975(NAD 83)
 CA1074_MARKER: 44 = MICROWAVE MAST
 CA1074
 CA1074  HISTORY     - Date     Condition        Report By
 CA1074  HISTORY     - 1961     FIRST OBSERVED   CGS
 CA1074
 CA1074                          STATION DESCRIPTION
 CA1074
 CA1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1074'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS ON A HILL
 CA1074'IN THE WEST EDGE OF COLEMAN AND ON THE SOUTH SIDE OF FARM ROAD
 CA1074'53.  THIS MAST IS APPROXIMATELY 300 FEET NORTH OF A RADIO MAST
 CA1074'AND APPROXIMATELY 0.2 MILE SOUTH OF THREE OTHER MASTS.
 CA1074'
 CA1074'THE MAST IS AN ORANGE AND WHITE GUYED STEEL STRUCTURE WITH A
 CA1074'REFLECTOR ON THE TOP AND IS 145 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1078 ***********************************************************************
 CA1078  DESIGNATION -  COLEMAN TV CABLE CO RADIO MAST
 CA1078  PID         -  CA1078
 CA1078  STATE/COUNTY-  TX/COLEMAN
 CA1078  USGS QUAD   -  COLEMAN (1987)
 CA1078
 CA1078                         *CURRENT SURVEY CONTROL
 CA1078  ___________________________________________________________________
 CA1078* NAD 83(1993)-  31 49 24.78934(N)    099 26 27.52254(W)     ADJUSTED  
 CA1078* NAVD 88     -                                                        
 CA1078  ___________________________________________________________________
 CA1078  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CA1078  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CA1078
 CA1078  HORZ ORDER  -  THIRD
 CA1078
 CA1078.The horizontal coordinates were established by classical geodetic methods
 CA1078.and adjusted by the National Geodetic Survey in February 1996..
 CA1078
 CA1078
 CA1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1078
 CA1078.The geoid height was determined by GEOID03.
 CA1078
 CA1078;                    North         East     Units Scale Factor Converg.
 CA1078;SPC TX C     - 3,239,450.453   784,480.277   MT  0.99998449   +0 27 34.6
 CA1078;SPC TX C     -10,628,097.03  2,573,749.04   sFT  0.99998449   +0 27 34.6
 CA1078;UTM  14      - 3,520,962.787   458,267.471   MT  0.99962148   -0 13 57.1
 CA1078
 CA1078                          SUPERSEDED SURVEY CONTROL
 CA1078
 CA1078  NAD 83(1986)-  31 49 24.79758(N)    099 26 27.50855(W) AD(       ) 4
 CA1078  NAD 27      -  31 49 24.31500(N)    099 26 26.23600(W) AD(       ) 3
 CA1078
 CA1078.Superseded values are not recommended for survey control.
 CA1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1078.See file dsdata.txt to determine how the superseded data were derived.
 CA1078
 CA1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5826720963(NAD 83)
 CA1078_MARKER: 42 = RADIO/TV MAST
 CA1078
 CA1078  HISTORY     - Date     Condition        Report By
 CA1078  HISTORY     - 1961     FIRST OBSERVED   CGS
 CA1078
 CA1078                          STATION DESCRIPTION
 CA1078
 CA1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1078'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS ON A HILL IN
 CA1078'THE WEST EDGE OF COLEMAN AND ON THE SOUTH SIDE OF FARM ROAD 53.
 CA1078'THIS MAST IS APPROXIMATELY 300 FEET SOUTH OF A MICROWAVE RELAY
 CA1078'MAST AND APPROXIMATELY 0.2 MILE SOUTH OF THREE OTHER MASTS.
 CA1078'
 CA1078'THE MAST IS AN ORANGE AND WHITE GUYED STEEL STRUCTURE WHICH COMES
 CA1078'TO A POINT AT THE TOP AND IS 135 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1079 ***********************************************************************
 CA1079  DESIGNATION -  COLEMAN WESTERN COMM RAD MAST
 CA1079  PID         -  CA1079
 CA1079  STATE/COUNTY-  TX/COLEMAN
 CA1079  USGS QUAD   -  COLEMAN (1987)
 CA1079
 CA1079                         *CURRENT SURVEY CONTROL
 CA1079  ___________________________________________________________________
 CA1079* NAD 83(1993)-  31 49 45.37681(N)    099 26 27.40673(W)     ADJUSTED  
 CA1079* NAVD 88     -                                                        
 CA1079  ___________________________________________________________________
 CA1079  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 CA1079  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CA1079
 CA1079  HORZ ORDER  -  THIRD
 CA1079
 CA1079.The horizontal coordinates were established by classical geodetic methods
 CA1079.and adjusted by the National Geodetic Survey in February 1996..
 CA1079
 CA1079
 CA1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1079
 CA1079.The geoid height was determined by GEOID03.
 CA1079
 CA1079;                    North         East     Units Scale Factor Converg.
 CA1079;SPC TX C     - 3,240,084.564   784,478.236   MT  0.99998592   +0 27 34.7
 CA1079;SPC TX C     -10,630,177.44  2,573,742.35   sFT  0.99998592   +0 27 34.7
 CA1079;UTM  14      - 3,521,596.645   458,273.088   MT  0.99962147   -0 13 57.2
 CA1079
 CA1079                          SUPERSEDED SURVEY CONTROL
 CA1079
 CA1079  NAD 83(1986)-  31 49 45.38515(N)    099 26 27.39264(W) AD(       ) 4
 CA1079  NAD 27      -  31 49 44.85700(N)    099 26 26.16600(W) AD(       ) 3
 CA1079
 CA1079.Superseded values are not recommended for survey control.
 CA1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1079.See file dsdata.txt to determine how the superseded data were derived.
 CA1079
 CA1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5827321597(NAD 83)
 CA1079_MARKER: 42 = RADIO/TV MAST
 CA1079
 CA1079  HISTORY     - Date     Condition        Report By
 CA1079  HISTORY     - 1961     FIRST OBSERVED   CGS
 CA1079
 CA1079                          STATION DESCRIPTION
 CA1079
 CA1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1079'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS AT THE WEST
 CA1079'EDGE OF COLEMAN, 0.1 MILE SOUTHWEST OF THE CITY WATER PLANT
 CA1079'AND ON THE NORTH SIDE OF FARM ROAD 53.
 CA1079'
 CA1079'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, WITH A RED
 CA1079'LIGHT AND SEVERAL ANTENNAS ON THE TOP OF THE MAST.  IT HAS AN
 CA1079'OVERALL HEIGHT OF 260 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1210 ***********************************************************************
 CA1210  PACS        -  This is a Primary Airport Control Station.
 CA1210  DESIGNATION -  COLEPORT
 CA1210  PID         -  CA1210
 CA1210  STATE/COUNTY-  TX/COLEMAN
 CA1210  USGS QUAD   -  COLEMAN (1987)
 CA1210
 CA1210                         *CURRENT SURVEY CONTROL
 CA1210  ___________________________________________________________________
 CA1210* NAD 83(1993)-  31 50 35.85024(N)    099 24 18.29670(W)     ADJUSTED  
 CA1210* NAVD 88     -       514.86   (meters)    1689.2    (feet)  GPS OBS   
 CA1210  ___________________________________________________________________
 CA1210  X           -    -886,299.378 (meters)                     COMP
 CA1210  Y           -  -5,350,754.870 (meters)                     COMP
 CA1210  Z           -   3,345,940.502 (meters)                     COMP
 CA1210  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CA1210  ELLIP HEIGHT-         488.80  (meters)          (10/24/00) GPS OBS
 CA1210  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CA1210
 CA1210  HORZ ORDER  -  B
 CA1210  ELLP ORDER  -  FOURTH    CLASS II
 CA1210
 CA1210.This mark is at Coleman Muni (COM) Airport (COM)
 CA1210
 CA1210.The horizontal coordinates were established by GPS observations
 CA1210.and adjusted by the National Geodetic Survey in February 1996..
 CA1210
 CA1210.The orthometric height was determined by GPS observations and a
 CA1210.high-resolution geoid model.
 CA1210
 CA1210.GPS derived orthometric heights for airport stations designated as
 CA1210.PACS or SACS are published to 2 decimal places.  This maintains
 CA1210.centimeter relative accuracy between the PACS and SACS.  It does
 CA1210.not indicate centimeter accuracy relative to other marks which are
 CA1210.part of the NAVD 88 network.
 CA1210
 CA1210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA1210
 CA1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1210
 CA1210.The ellipsoidal height was determined by GPS observations
 CA1210.and is referenced to NAD 83.
 CA1210
 CA1210.The geoid height was determined by GEOID03.
 CA1210
 CA1210;                    North         East     Units Scale Factor Converg.
 CA1210;SPC TX C     - 3,241,666.910   787,860.259   MT  0.99998949   +0 28 41.2
 CA1210;SPC TX C     -10,635,368.85  2,584,838.20   sFT  0.99998949   +0 28 41.2
 CA1210;UTM  14      - 3,523,137.462   461,672.724   MT  0.99961812   -0 12 49.4
 CA1210
 CA1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1210!SPC TX C     -   0.99992325  x   0.99998949  =   0.99991275
 CA1210!UTM  14      -   0.99992325  x   0.99961812  =   0.99954140
 CA1210
 CA1210|---------------------------------------------------------------------|
 CA1210| PID    Reference Object                     Distance      Geod. Az  |
 CA1210|                                                           dddmmss.s |
 CA1210| CA1211 COLEPORT AZ MK                      376.735 METERS 33457     |
 CA1210|---------------------------------------------------------------------|
 CA1210
 CA1210                          SUPERSEDED SURVEY CONTROL
 CA1210
 CA1210  ELLIP H (02/20/96)  488.85   (m)                       GP(       ) 1 1
 CA1210  NAD 83(1993)-  31 50 35.84987(N)    099 24 18.29709(W) AD(       ) 3
 CA1210  ELLIP H (02/16/96)  488.79   (m)                       GP(       ) 5 1
 CA1210  NAD 83(1986)-  31 50 35.85705(N)    099 24 18.28438(W) AD(       ) 3
 CA1210  NGVD 29 (10/23/89)  514.6    (m)         1688.     (f) GPS OBS        
 CA1210
 CA1210.Superseded values are not recommended for survey control.
 CA1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1210.See file dsdata.txt to determine how the superseded data were derived.
 CA1210
 CA1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA6167323137(NAD 83)
 CA1210_MARKER: I = METAL ROD
 CA1210_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CA1210_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CA1210_STAMPING: COLEPORT 1989
 CA1210_MARK LOGO: NGS   
 CA1210_PROJECTION: FLUSH
 CA1210_MAGNETIC: I = MARKER IS A STEEL ROD
 CA1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA1210+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1995
 CA1210_ROD/PIPE-DEPTH: 5.64 meters
 CA1210_SLEEVE-DEPTH  : 0.76 meters
 CA1210
 CA1210  HISTORY     - Date     Condition        Report By
 CA1210  HISTORY     - 1989     MONUMENTED       NGS
 CA1210  HISTORY     - 19950306 GOOD             NGS
 CA1210  HISTORY     - 19981215 GOOD             TXDOT
 CA1210
 CA1210                          STATION DESCRIPTION
 CA1210
 CA1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CA1210'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHEAST OF COLEMAN, AT
 CA1210'THE COLEMAN MUNICIPAL AIRPORT, AT THE JUNCTION OF A RAMP AND THE
 CA1210'RUNWAY.  OWNERSHIP--CITY OF COLEMAN, POST OFFICE BOX 592, COLEMAN,
 CA1210'TEXAS 76834.  THE AIRPORT MANAGER IS KENNETH DAY, TELEPHONE
 CA1210'915-625-2293.
 CA1210'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAYS 84, 283 AND STATE
 CA1210'HIGHWAY 206 NEAR THE NORTH EDGE OF COLEMAN, GO SOUTHEAST ON U.S.
 CA1210'HIGHWAYS 84 AND 283 FOR 0.8 KM (0.50 MI) TO A PAVED ROAD LEFT.  TURN
 CA1210'LEFT AND GO NORTHEAST ON FARM ROAD 3425 FOR 1 KM (0.60 MI) TO AIRPORT
 CA1210'ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON AIRPORT ROAD AND GO 0.9 KM
 CA1210'(0.55 MI) TO A FORK.  CONTINUE ON AIRPORT ROAD FOR 0.05 KM (0.05 MI)
 CA1210'TO A ROAD LEFT.  TURN LEFT AND GO 0.05 KM (0.05 MI) TO A GATE AND THE
 CA1210'AIRPORT OFFICE ON THE LEFT.  PASS THROUGH THE GATE, BEAR RIGHT TO THE
 CA1210'TAXI, AND GO TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE
 CA1210'LEFT.
 CA1210'THE STATION IS 26.4 M (86.6 FT) SOUTHWEST OF THE RUNWAY CENTERLINE,
 CA1210'23.3 M (76.4 FT) NORTH-NORTHWEST OF THE TAXI CENTERLINE, AND 14.0 M
 CA1210'(45.9 FT) SOUTHEAST OF AN ARROW INDICATOR BOX.
 CA1210'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA1210'DESCRIBED BY R.D.B.
 CA1210
 CA1210                          STATION RECOVERY (1995)
 CA1210
 CA1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CA1210'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF SANTA ANNA,
 CA1210'2.5 MI (4.0 KM) NORTHEAST OF COLEMAN, AT THE COLEMAN MUNICIPAL AIRPORT
 CA1210'AT THE JUNCTION OF THE TAXIWAY AND RUNWAY JUST NORTHWEST OF MIDFIELD .
 CA1210'OWNERSHIP--CITY OF COLEMAN, BOX 592, COLEMAN, TX 76834. AIRPORT
 CA1210'MANAGER IS BOBBY BURKS, PHONE (915) 625-2293.  TO REACH THE STATION
 CA1210'FROM THE JUNCTION OF US HIGHWAYS 84/283 AND STATE HIGHWAY 206 SOUTH
 CA1210'NEAR THE NORTH SIDE OF COLEMAN, GO SOUTHEAST ON US HGIHWAYS 84/283 FOR
 CA1210'0.5 MI (0.8 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTHEAST ON
 CA1210'FARM ROAD 3425 FOR 0.6 MI (1.0 KM) A PAVED ROAD RIGHT, TURN RIGHT AND
 CA1210'GO EAST ON THE PAVED ROAD FOR 0.25 MI (0.40 KM) TO A CURVE RIGHT AND
 CA1210'DIRT ROAD AHEAD, TURN RIGHT AND GO SOUTH FOLLOWING PAVED ROAD FOR 0.25
 CA1210'MI (0.40 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO EAST ON THE
 CA1210'AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A PAVED ROAD RIGHT.  TURN
 CA1210'RIGHT AND GO SOUTH FOR 0.05 MI (0.08 KM) TO A PARKING LOT WITH A GATE
 CA1210'AT THE EAST END ON THE LEFT, TURN LEFT AND GO EAST TO THE GATE, PASS
 CA1210'THROUGH THE GATE AND BEAR RIGHT AND GO SOUTHEAST ON THE TAXIWAY FOR
 CA1210'0.15 MI (0.24 KM) TO A FORK, BEAR LEFT AND GO WESTERLY ON TAXIWAY FOR
 CA1210'0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS 86.6 FT
 CA1210'(26.4 M) WEST SOUTHWEST OF THE RUNWAY CENTER, 74.0 FT (22.6 M) NORTH
 CA1210'OF THE TAXIWAY CENTER AND 46.1 FT (14.1 M) WEST NORTHWEST OF A ARROW
 CA1210'INDICATOR BOX.  DRL.
 CA1210
 CA1210                          STATION RECOVERY (1998)
 CA1210
 CA1210'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CA1210'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1211 ***********************************************************************
 CA1211  SACS        -  This is a Secondary Airport Control Station.
 CA1211  DESIGNATION -  COLEPORT AZ MK
 CA1211  PID         -  CA1211
 CA1211  STATE/COUNTY-  TX/COLEMAN
 CA1211  USGS QUAD   -  COLEMAN (1987)
 CA1211
 CA1211                         *CURRENT SURVEY CONTROL
 CA1211  ___________________________________________________________________
 CA1211* NAD 83(1993)-  31 50 46.93073(N)    099 24 24.36425(W)     ADJUSTED  
 CA1211* NAVD 88     -       516.82   (meters)    1695.6    (feet)  GPS OBS   
 CA1211  ___________________________________________________________________
 CA1211  X           -    -886,427.614 (meters)                     COMP
 CA1211  Y           -  -5,350,552.765 (meters)                     COMP
 CA1211  Z           -   3,346,231.474 (meters)                     COMP
 CA1211  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 CA1211  ELLIP HEIGHT-         490.75  (meters)          (07/09/01) GPS OBS
 CA1211  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CA1211
 CA1211  HORZ ORDER  -  FIRST
 CA1211  ELLP ORDER  -  FIFTH     CLASS I
 CA1211
 CA1211.This mark is at Coleman Muni (COM) Airport (COM)
 CA1211
 CA1211.The horizontal coordinates were established by GPS observations
 CA1211.and adjusted by the National Geodetic Survey in September 1996..
 CA1211
 CA1211.The orthometric height was determined by GPS observations and a
 CA1211.high-resolution geoid model.
 CA1211
 CA1211.GPS derived orthometric heights for airport stations designated as
 CA1211.PACS or SACS are published to 2 decimal places.  This maintains
 CA1211.centimeter relative accuracy between the PACS and SACS.  It does
 CA1211.not indicate centimeter accuracy relative to other marks which are
 CA1211.part of the NAVD 88 network.
 CA1211
 CA1211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA1211
 CA1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1211
 CA1211.The ellipsoidal height was determined by GPS observations
 CA1211.and is referenced to NAD 83.
 CA1211
 CA1211.The geoid height was determined by GEOID03.
 CA1211
 CA1211;                    North         East     Units Scale Factor Converg.
 CA1211;SPC TX C     - 3,242,006.857   787,697.891   MT  0.99999028   +0 28 38.0
 CA1211;SPC TX C     -10,636,484.16  2,584,305.50   sFT  0.99999028   +0 28 38.0
 CA1211;UTM  14      - 3,523,479.218   461,514.532   MT  0.99961827   -0 12 52.7
 CA1211
 CA1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1211!SPC TX C     -   0.99992295  x   0.99999028  =   0.99991323
 CA1211!UTM  14      -   0.99992295  x   0.99961827  =   0.99954125
 CA1211
 CA1211|---------------------------------------------------------------------|
 CA1211| PID    Reference Object                     Distance      Geod. Az  |
 CA1211|                                                           dddmmss.s |
 CA1211| CA1210 COLEPORT                            376.735 METERS 15457     |
 CA1211|---------------------------------------------------------------------|
 CA1211
 CA1211                          SUPERSEDED SURVEY CONTROL
 CA1211
 CA1211  ELLIP H (09/09/96)  490.80   (m)                       GP(       ) 5 1
 CA1211  NAD 83(1993)-  31 50 46.93042(N)    099 24 24.36431(W) AD(       ) 3
 CA1211  ELLIP H (02/16/96)  490.73   (m)                       GP(       ) 5 1
 CA1211  ELLIP H (12/21/93)  490.24   (m)                       GP(       ) 4 1
 CA1211  NAD 83(1986)-  31 50 46.93761(N)    099 24 24.35160(W) AD(       ) 3
 CA1211  NGVD 29 (10/23/89)  516.6    (m)         1695.     (f) GPS OBS        
 CA1211
 CA1211.Superseded values are not recommended for survey control.
 CA1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1211.See file dsdata.txt to determine how the superseded data were derived.
 CA1211
 CA1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA6151523479(NAD 83)
 CA1211_MARKER: I = METAL ROD
 CA1211_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CA1211_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CA1211_STAMPING: COLEPORT AZ MK 1989
 CA1211_MARK LOGO: NGS   
 CA1211_PROJECTION: FLUSH
 CA1211_MAGNETIC: I = MARKER IS A STEEL ROD
 CA1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA1211+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1995
 CA1211_ROD/PIPE-DEPTH: 5.24 meters
 CA1211_SLEEVE-DEPTH  : 0.76 meters
 CA1211
 CA1211  HISTORY     - Date     Condition        Report By
 CA1211  HISTORY     - 1989     MONUMENTED       NGS
 CA1211  HISTORY     - 19950318 GOOD             NGS
 CA1211
 CA1211                          STATION DESCRIPTION
 CA1211
 CA1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CA1211'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHEAST OF COLEMAN, AT
 CA1211'THE COLEMAN MUNICIPAL AIRPORT, AT THE JUNCTION OF A RAMP AND THE
 CA1211'RUNWAY.  OWNERSHIP--CITY OF COLEMAN, POST OFFICE BOX 592, COLEMAN,
 CA1211'TEXAS 76834.  THE AIRPORT MANAGER IS KENNETH DAY, TELEPHONE
 CA1211'915-625-2293.
 CA1211'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84, 283 AND
 CA1211'STATE HIGHWAY 206 NEAR THE NORTH EDGE OF COLEMAN, GO SOUTHEAST ON U.S.
 CA1211'HIGHWAYS 84 AND 283 FOR 0.8 KM (0.50 MI) TO A PAVED ROAD LEFT.  TURN
 CA1211'LEFT AND GO NORTHEAST ON FARM ROAD 3425 FOR 1 KM (0.60 MI) TO AIRPORT
 CA1211'ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON AIRPORT ROAD AND GO 0.9 KM
 CA1211'(0.55 MI) TO A FORK.  CONTINUE ON AIRPORT ROAD FOR 0.05 KM (0.05 MI)
 CA1211'TO A ROAD LEFT.  TURN LEFT AND GO 0.05 KM (0.05 MI) TO A GATE AND THE
 CA1211'AIRPORT OFFICE ON THE LEFT.  PASS THROUGH THE GATE, BEAR LEFT TO THE
 CA1211'TAXI, AND GO TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE
 CA1211'RIGHT.
 CA1211'THE MARK IS 28.8 M (94.5 FT) SOUTH-SOUTHEAST OF THE TAXI CENTERLINE,
 CA1211'28.0 M (91.9 FT) SOUTHWEST OF THE RUNWAY CENTERLINE, 13.3 M (43.6 FT)
 CA1211'SOUTH OF AN ARROW INDICATOR BOX, AND 0.7 M (2.3 FT) NORTHWEST OF A
 CA1211'WITNESS POST.
 CA1211'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA1211'DESCRIBED BY R.D.B.
 CA1211
 CA1211                          STATION RECOVERY (1995)
 CA1211
 CA1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CA1211'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHEAST OF COLEMAN, AT
 CA1211'THE COLEMAN MUNICIPAL AIRPORT, AT THE JUNCTION OF A RAMP AND THE
 CA1211'RUNWAY.  OWNERSHIP--CITY OF COLEMAN, POST OFFICE BOX 592, COLEMAN,
 CA1211'TEXAS 76834.  THE AIRPORT MANAGER IS KENNETH DAY, TELEPHONE
 CA1211'915-625-2293.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CA1211'84, 283 AND STATE HIGHWAY 206 NEAR THE NORTH EDGE OF COLEMAN, GO
 CA1211'SOUTHEAST ON U.S.  HIGHWAYS 84 AND 283 FOR 0.8 KM (0.50 MI) TO A PAVED
 CA1211'ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON FARM ROAD 3425 FOR 1 KM
 CA1211'(0.60 MI) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON AIRPORT
 CA1211'ROAD AND GO 0.9 KM (0.55 MI) TO A FORK. CONTINUE ON AIRPORT ROAD FOR
 CA1211'0.05 KM (0.05 MI) TO A ROAD LEFT.  TURN LEFT AND GO 0.05 KM (0.05 MI)
 CA1211'TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.  PASS THROUGH THE GATE,
 CA1211'BEAR LEFT TO THE TAXI, AND GO TO THE JUNCTION OF THE RUNWAY AND THE
 CA1211'STATION ON THE RIGHT.  THE MARK IS 28.8 M (94.5 FT) SOUTH-SOUTHEAST OF
 CA1211'THE TAXI CENTERLINE, 28.0 M (91.9 FT) SOUTHWEST OF THE RUNWAY
 CA1211'CENTERLINE, 13.3 M (43.6 FT) SOUTH OF AN ARROW INDICATOR BOX, AND 0.7
 CA1211'M (2.3 FT) NORTHWEST OF A WITNESS POST.  ACCESS TO THE DATUM POINT IS
 CA1211'THROUGH A 5-INCH LOGO CAP. DESCRIBED BY R.D.B.  THIS IS AN AIRPORT SAC
 CA1211'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1897 ***********************************************************************
 FL1897  DESIGNATION -  COLINE
 FL1897  PID         -  FL1897
 FL1897  STATE/COUNTY-  TX/HEMPHILL
 FL1897  USGS QUAD   -  BRISCOE (1963)
 FL1897
 FL1897                         *CURRENT SURVEY CONTROL
 FL1897  ___________________________________________________________________
 FL1897* NAD 83(1993)-  35 37 12.08870(N)    100 20 25.42430(W)     ADJUSTED  
 FL1897* NAVD 88     -       816.     (meters)    2677.     (feet)  SCALED    
 FL1897  ___________________________________________________________________
 FL1897  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 FL1897  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FL1897
 FL1897  HORZ ORDER  -  THIRD
 FL1897
 FL1897.The horizontal coordinates were established by classical geodetic methods
 FL1897.and adjusted by the National Geodetic Survey in February 1996..
 FL1897
 FL1897.The orthometric height was scaled from a topographic map.
 FL1897
 FL1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1897
 FL1897.The geoid height was determined by GEOID03.
 FL1897
 FL1897;                    North         East     Units Scale Factor Converg.
 FL1897;SPC TX N     - 1,180,336.857   305,042.338   MT  0.99991707   +0 40 19.3
 FL1897;SPC TX N     - 3,872,488.51  1,000,793.07   sFT  0.99991707   +0 40 19.3
 FL1897;UTM  14      - 3,942,632.006   378,612.876   MT  0.99978158   -0 46 50.7
 FL1897
 FL1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1897!SPC TX N     -   0.99987618  x   0.99991707  =   0.99979326
 FL1897!UTM  14      -   0.99987618  x   0.99978158  =   0.99965779
 FL1897
 FL1897|---------------------------------------------------------------------|
 FL1897| PID    Reference Object                     Distance      Geod. Az  |
 FL1897|                                                           dddmmss.s |
 FL1897| CK8383 COLINE RM 2                           9.863 METERS 14055     |
 FL1897| CK8381 COLINE AZ MK                                       1482156.4 |
 FL1897| CK8382 COLINE RM 1                           9.260 METERS 33121     |
 FL1897|---------------------------------------------------------------------|
 FL1897
 FL1897                          SUPERSEDED SURVEY CONTROL
 FL1897
 FL1897  NAD 83(1993)-  35 37 12.08911(N)    100 20 25.42391(W) AD(       ) 3
 FL1897  NAD 83(1986)-  35 37 12.09335(N)    100 20 25.41328(W) AD(       ) 3
 FL1897  NAD 27      -  35 37 11.93100(N)    100 20 23.95700(W) AD(       ) 3
 FL1897
 FL1897.Superseded values are not recommended for survey control.
 FL1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1897.See file dsdata.txt to determine how the superseded data were derived.
 FL1897
 FL1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7861342632(NAD 83)
 FL1897_MARKER: DS = TRIANGULATION STATION DISK
 FL1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1897
 FL1897  HISTORY     - Date     Condition        Report By
 FL1897  HISTORY     - 1951     MONUMENTED       CGS
 FL1897
 FL1897                          STATION DESCRIPTION
 FL1897
 FL1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1897'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF WHEELER.
 FL1897'200 FEET NORTH OF THE HEMPHILL-WHEELER COUNTY LINE.  44 FEET
 FL1897'EAST OF THE CENTERLINE OF U.S. HIGHWAY 83.  5 FEET WEST OF A
 FL1897'FENCE LINE.  5 FEET SOUTHWEST OF A WITNESS POST AND ON THE
 FL1897'HIGHWAY RIGHT-OF-WAY.  THE STATION MARK IS A BRONZE DISK
 FL1897'STAMPED COLINE 1951, AND SET IN A CONCRETE POST WHICH IS
 FL1897'FLUSH WITH THE GROUND.
 FL1897'
 FL1897'REFERENCE MARK NO. 1 IS 47 FEET EAST OF THE CENTERLINE OF THE
 FL1897'HIGHWAY AND 2 FEET WEST OF A FENCE LINE.  THE MARK IS A BRONZE
 FL1897'DISK STAMPED COLINE NO 1 1951, AND IS SET IN A CONCRETE
 FL1897'CYLINDER WHICH IS FLUSH WITH THE GROUND.
 FL1897'
 FL1897'REFERENCE MARK NO. 2 IS 47 FEET EAST OF THE CENTERLINE OF THE
 FL1897'HIGHWAY AND 2 FEET WEST OF A FENCE LINE.  THE MARK IS A BRONZE
 FL1897'DISK STAMPED COLINE NO 2 1951, AND SET IN A CONCRETE CYLINDER
 FL1897'WHICH IS FLUSH WITH THE GROUND.
 FL1897'
 FL1897'THE AZIMUTH MARK IS 50 FEET WEST OF THE CENTERLINE OF U.S.
 FL1897'HIGHWAY 83 AND IN A NORTH-SOUTH FENCE LINE.  THE MARK IS A
 FL1897'BRONZE DISK STAMPED COLINE 1951, AND SET IN A CONCRETE POST
 FL1897'WHICH IS FLUSH WITH THE GROUND.
 FL1897'
 FL1897'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 FL1897'STATE ROUTE 152 IN WHEELER.  GO NORTH ON U.S. HIGHWAY 83 FOR
 FL1897'13.1 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FL1897'CONTINUE FOR 0.3 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2164 ***********************************************************************
 BL2164  DESIGNATION -  COLITA
 BL2164  PID         -  BL2164
 BL2164  STATE/COUNTY-  TX/POLK
 BL2164  USGS QUAD   -  COLITA (1972)
 BL2164
 BL2164                         *CURRENT SURVEY CONTROL
 BL2164  ___________________________________________________________________
 BL2164* NAD 83(1993)-  30 56 22.28050(N)    095 02 57.47763(W)     ADJUSTED  
 BL2164* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 BL2164  ___________________________________________________________________
 BL2164  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BL2164  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL2164
 BL2164  HORZ ORDER  -  SECOND
 BL2164
 BL2164.The horizontal coordinates were established by classical geodetic methods
 BL2164.and adjusted by the National Geodetic Survey in February 1996..
 BL2164
 BL2164.The orthometric height was scaled from a topographic map.
 BL2164
 BL2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2164
 BL2164.The geoid height was determined by GEOID03.
 BL2164
 BL2164;                    North         East     Units Scale Factor Converg.
 BL2164;SPC TX C     - 3,153,091.743 1,204,716.700   MT  0.99988232   +2 43 17.7
 BL2164;SPC TX C     -10,344,768.49  3,952,474.71   sFT  0.99988232   +2 43 17.7
 BL2164;UTM  15      - 3,424,700.119   304,218.282   MT  1.00007284   -1 03 14.2
 BL2164
 BL2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2164!SPC TX C     -   0.99998969  x   0.99988232  =   0.99987201
 BL2164!UTM  15      -   0.99998969  x   1.00007284  =   1.00006253
 BL2164
 BL2164|---------------------------------------------------------------------|
 BL2164| PID    Reference Object                     Distance      Geod. Az  |
 BL2164|                                                           dddmmss.s |
 BL2164| BL0934 B 884                                22.092 METERS 12852     |
 BL2164| CV8284 COLITA RM 2                          24.576 METERS 24541     |
 BL2164| CV8283 COLITA AZ MK                                       2553727.1 |
 BL2164| BY2752 GROVETON MUNICIPAL TANK             APPROX.15.0 KM 3290840.3 |
 BL2164|---------------------------------------------------------------------|
 BL2164
 BL2164                          SUPERSEDED SURVEY CONTROL
 BL2164
 BL2164  NAD 83(1986)-  30 56 22.29164(N)    095 02 57.46393(W) AD(       ) 2
 BL2164  NAD 27      -  30 56 21.61400(N)    095 02 56.70200(W) AD(       ) 2
 BL2164
 BL2164.Superseded values are not recommended for survey control.
 BL2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2164.See file dsdata.txt to determine how the superseded data were derived.
 BL2164
 BL2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ0421824700(NAD 83)
 BL2164_MARKER: DS = TRIANGULATION STATION DISK
 BL2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2164
 BL2164  HISTORY     - Date     Condition        Report By
 BL2164  HISTORY     - 1949     MONUMENTED       CGS
 BL2164  HISTORY     - 1958     GOOD             USGS
 BL2164  HISTORY     - 1960     GOOD             USGS
 BL2164
 BL2164                          STATION DESCRIPTION
 BL2164
 BL2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2164'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTHEAST OF GROVETON,
 BL2164'0.5 MILE SOUTHEAST OF THE TRINITY-POLK COUNTY LINE, AND 20 FEET
 BL2164'NORTH OF THE CENTER OF A ROAD.  IT PROJECTS 6 INCHES AND IS
 BL2164'STAMPED COLITA 1949.
 BL2164'
 BL2164'REFERENCE MARK NO. 1 IS A STANDARD USC AND GS BENCH MARK DISK
 BL2164'SET IN THE TOP OF A TEN INCH SQUARE CONCRETE POST THAT PROJECTS
 BL2164'6 INCHES.  IT IS 26 FEET SOUTH OF THE CENTER OF A ROAD, 22 FEET
 BL2164'SOUTHWEST OF A TELEPHONE POLE, AND 1.5 FEET NORTH OF A WITNESS
 BL2164'POST.  IT IS STAMPED B 884 1947.
 BL2164'
 BL2164'REFERENCE MARK NO. 2 IS 13.5 FEET SOUTH OF THE CENTER OF A ROAD
 BL2164'AND 12.5 FEET EAST OF A TELEPHONE POLE.  IT PROJECTS 8 INCHES
 BL2164'AND IS STAMPED COLITA NO 2 1949.
 BL2164'
 BL2164'AZIMUTH MARK IS 0.05 MILE EAST OF A FORKS, 13 FEET NORTH OF
 BL2164'THE CENTER OF A WIRE GATE ACROSS THE ROAD, AND 1.0 FOOT EAST
 BL2164'OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED COLITA 1949.
 BL2164'
 BL2164'TO REACH THE STATION FROM THE COURTHOUSE IN GROVETON, GO EAST ON
 BL2164'U.S. HIGHWAY NO. 287 FOR 2.6 MILES TO A SIDE ROAD RIGHT, JUST
 BL2164'AFTER CROSSING A SMALL CONCRETE BRIDGE, TURN RIGHT AND GO SOUTH
 BL2164'ON MAIN TRAVELED ROAD FOR 7.65 MILES TO A FORKS, TAKE LEFT FORK
 BL2164'AND GO 0.7 MILE TO A FORKS, TAKE LEFT FORK AND GO 0.05 MILE TO A
 BL2164'WIRE GATE ACROSS THE ROAD, AZIMUTH MARK ON THE LEFT AS
 BL2164'DESCRIBED, PASS THROUGH GATE AND CONTINUE EAST ON MAIN ROAD FOR
 BL2164'0.45 MILE TO THE STATION ON THE LEFT.
 BL2164'
 BL2164'A 100 FOOT SIGNAL AT ONALASKA IS VISIBLE AT 64 FEET.
 BL2164'
 BL2164'A 74 FOOT SIGNAL AT CHITA 1942 IS VISIBLE AT 50 FEET.
 BL2164'
 BL2164'A 100 FOOT SIGNAL AT GROVE 1942 IS VISIBLE AT 50 FEET.
 BL2164'
 BL2164'A 100 FOOT SIGNAL AT PINEY IS VISIBLE AT 50 FEET.
 BL2164'
 BL2164'A 100 FOOT SIGNAL AT WOODLAKE IS VISIBLE AT 50 FEET.
 BL2164'
 BL2164'A 100 FOOT SIGNAL AT MOSCOW IS VISIBLE AT 64 FEET.
 BL2164'
 BL2164'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BL2164
 BL2164                          STATION RECOVERY (1958)
 BL2164
 BL2164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BL2164'STATION RECOVERED IN GOOD CONDITION.
 BL2164'
 BL2164'REFERENCE MARK 2 WAS FOUND WITH THE TOP PORTION OF THE CONCRETE
 BL2164'POST BROKEN OFF AND MISSING.
 BL2164'
 BL2164'TO REACH THE STATION FROM THE COURTHOUSE IN GROVETON, GO EAST
 BL2164'ON U.S. HIGHWAY 287 FOR 2.6 MILES TO A SIDE ROAD RIGHT, JUST
 BL2164'AFTER CROSSING A SMALL CONCRETE CULVERT.  TURN RIGHT AND GO SOUTH
 BL2164'7.0 MILE ON MAIN TRAVELED ROAD TO A BRIDGE.  CROSS BRIDGE AND
 BL2164'CONTINUE SOUTHEASTERLY 0.4 MILE TO A WOODEN GATE.  PASS THROUGH
 BL2164'GATE AND CONTINUE SOUTHEASTERLY 0.25 MILE TO A ROAD FORK.  TAKE
 BL2164'LEFT FORK AND GO SOUTHEASTERLY 0.65 MILE TO A WOODEN GATE.
 BL2164'PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY 0.1 MILE TO ROAD
 BL2164'FORK.  TAKE LEFT FORK AND GO EASTERLY 0.45 MILE TO NORTH
 BL2164'SUMMIT OF A RIDGE AND STATION ON THE LEFT.
 BL2164
 BL2164                          STATION RECOVERY (1960)
 BL2164
 BL2164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL2164'THE AZIMUTH MARK HAS BEEN DISTURBED BY A ROAD GRADER OR A
 BL2164'BULLDOZER.
 BL2164'
 BL2164'THE CONCRETE POST IS LEANING IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0640 ***********************************************************************
 EN0640  DESIGNATION -  COLL
 EN0640  PID         -  EN0640
 EN0640  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0640  USGS QUAD   -  WELLINGTON (1982)
 EN0640
 EN0640                         *CURRENT SURVEY CONTROL
 EN0640  ___________________________________________________________________
 EN0640* NAD 83(1993)-  34 46 34.01293(N)    100 11 13.61344(W)     ADJUSTED  
 EN0640* NAVD 88     -       599.     (meters)    1965.     (feet)  SCALED    
 EN0640  ___________________________________________________________________
 EN0640  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 EN0640  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EN0640
 EN0640  HORZ ORDER  -  SECOND
 EN0640
 EN0640.The horizontal coordinates were established by classical geodetic methods
 EN0640.and adjusted by the National Geodetic Survey in February 1996..
 EN0640
 EN0640.The orthometric height was scaled from a topographic map.
 EN0640
 EN0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0640
 EN0640.The geoid height was determined by GEOID03.
 EN0640
 EN0640;                    North         East     Units Scale Factor Converg.
 EN0640;SPC TX N     - 1,086,898.628   320,169.654   MT  0.99997316   +0 45 39.1
 EN0640;SPC TX N     - 3,565,933.25  1,050,423.27   sFT  0.99997316   +0 45 39.1
 EN0640;UTM  14      - 3,848,857.379   391,376.842   MT  0.99974542   -0 40 37.8
 EN0640
 EN0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0640!SPC TX N     -   0.99991031  x   0.99997316  =   0.99988347
 EN0640!UTM  14      -   0.99991031  x   0.99974542  =   0.99965575
 EN0640
 EN0640|---------------------------------------------------------------------|
 EN0640| PID    Reference Object                     Distance      Geod. Az  |
 EN0640|                                                           dddmmss.s |
 EN0640| CX6967 COLL RM 1                             9.697 METERS 00246     |
 EN0640| EN0639 WELLINGTON ATT MICROWAVE MAST       APPROX. 2.0 KM 0373606.1 |
 EN0640| CX6968 COLL RM 2                             9.421 METERS 08944     |
 EN0640| CX6966 COLL AZ MK 2                                       1842809.1 |
 EN0640| CX6965 COLL AZ MK                                         1915728.4 |
 EN0640| EN0641 WELLINGTON GRAIN TRANS MAST         APPROX. 0.7 KM 2643148.0 |
 EN0640|---------------------------------------------------------------------|
 EN0640
 EN0640                          SUPERSEDED SURVEY CONTROL
 EN0640
 EN0640  NAD 83(1993)-  34 46 34.01300(N)    100 11 13.61322(W) AD(       ) 2
 EN0640  NAD 83(1986)-  34 46 34.01813(N)    100 11 13.60579(W) AD(       ) 2
 EN0640  NAD 27      -  34 46 33.81205(N)    100 11 12.19262(W) AD(       ) 2
 EN0640
 EN0640.Superseded values are not recommended for survey control.
 EN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0640.See file dsdata.txt to determine how the superseded data were derived.
 EN0640
 EN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9137748857(NAD 83)
 EN0640_MARKER: DS = TRIANGULATION STATION DISK
 EN0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0640
 EN0640  HISTORY     - Date     Condition        Report By
 EN0640  HISTORY     - 1967     MONUMENTED       CGS
 EN0640
 EN0640                          STATION DESCRIPTION
 EN0640
 EN0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0640'THE STATION IS ABOUT 9-1/4 MILES WEST OF DODSON, 5-3/4 MILES
 EN0640'SOUTH-SOUTHEAST OF WELLINGTON AND 0.1 MILE EAST OF U.S. HIGHWAY 83,
 EN0640'ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST GRAVELED ROAD.  DUE TO
 EN0640'THE POSSIBILITY OF PROPOSED HIGHWAY CONSTRUCTION IN THE VICINITY OF
 EN0640'THE ORIGINAL AZIMUTH MARK, AN ADDITIONAL AZIMUTH MARK WAS
 EN0640'ESTABLISHED.
 EN0640'
 EN0640'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND
 EN0640'FARM ROAD 338 IN THE SOUTHEAST EDGE OF WELLINGTON, GO SOUTH ON
 EN0640'HIGHWAY 83 FOR 5.2 MILES TO A GRAVELED SIDE ROAD LEFT.  (TO
 EN0640'REACH AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON THE
 EN0640'HIGHWAY FOR 0.3 MILE TO THE MARK ON THE RIGHT.  TO REACH AZIMUTH
 EN0640'MARK 2 FROM THIS SAME POINT, CONTINUE SOUTH ON THE HIGHWAY FOR 0.5
 EN0640'MILE TO THE MARK ON THE LEFT.) TURN LEFT AND GO EAST ON
 EN0640'GRAVELED ROAD FOR 0.1 MILE TO A WIRE GATE AND THE STATION ON THE
 EN0640'RIGHT.
 EN0640'
 EN0640'STATION MARK IS A STANDARD DISK, STAMPED COLL 1967, SET IN THE TOP OF
 EN0640'A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6 INCHES
 EN0640'ABOVE THE GROUND.  IT IS 68.7 FEET NORTHWEST OF THE NORTHWEST
 EN0640'CORNER OF AN IMPLEMENT SHED THAT IS CONSTRUCTED OF AN OLD RAILROAD
 EN0640'FREIGHT CAR, 26.2 FEET EAST OF THE EAST GATE POST OF THE WIRE
 EN0640'GATE, 15.0 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 6.0
 EN0640'FEET EAST OF A WITNESS POST AND 2.0 FEET NORTH OF THE SOUTH
 EN0640'RIGHT-OF-WAY FENCE.  THE UNDERGROUND MARK IS 40 INCHES BELOW THE
 EN0640'GROUND SURFACE.
 EN0640'
 EN0640'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLL NO 1 1967, SET IN
 EN0640'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0640'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 43.2 FEET NORTHEAST OF THE
 EN0640'EAST GATE POST, 34.0 FEET NORTH OF THE WITNESS POST AND 15.0
 EN0640'FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE MARK IS
 EN0640'ABOUT THE SAME ELEVATION AS THE STATION.
 EN0640'
 EN0640'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLL NO 2 1967, SET IN
 EN0640'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0640'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 58.2 FEET NORTH OF THE
 EN0640'NORTHWEST CORNER OF THE IMPLEMENT SHED, 16.0 FEET SOUTH OF THE
 EN0640'CENTERLINE OF THE GRAVELED ROAD AND 2 FEET NORTH OF THE SOUTH
 EN0640'RIGHT-OF-WAY FENCE.  THE MARK IS ABOUT THE SAME ELEVATION
 EN0640'AS THE STATION.
 EN0640'
 EN0640'AZIMUTH MARK IS A STANDARD DISK, STAMPED COLL 1967, SET IN THE TOP
 EN0640'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 EN0640'INCHES ABOVE THE GROUND.  IT IS 49.0 FEET WEST OF THE CENTERLINE OF
 EN0640'U.S. HIGHWAY 83, 2.4 FEET NORTH OF A WITNESS POST AND 1.0 FEET
 EN0640'EAST OF THE WEST RIGHT-OF-WAY FENCE.
 EN0640'
 EN0640'AZIMUTH MARK 2 IS A STANDARD DISK, STAMPED COLL AZ 2 1967, SET IN
 EN0640'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0640'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 60.0 FEET EAST OF THE
 EN0640'CENTERLINE OF U.S. HIGHWAY 83, 6.8 FEET SOUTHEAST OF A WITNESS POST,
 EN0640'3.8 FEET EAST OF A FENCE POST AT A T-JUNCTION OF WIRE FENCES AND
 EN0640'2.5 FEET SOUTHEAST OF A 2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2228 ***********************************************************************
 AN2228  DESIGNATION -  COLLEGE 1934
 AN2228  PID         -  AN2228
 AN2228  STATE/COUNTY-  TX/MATAGORDA
 AN2228  USGS QUAD   -  PALACIOS (1995)
 AN2228
 AN2228                         *CURRENT SURVEY CONTROL
 AN2228  ___________________________________________________________________
 AN2228* NAD 83(1993)-  28 43 31.75449(N)    096 10 41.15988(W)     ADJUSTED  
 AN2228* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AN2228  ___________________________________________________________________
 AN2228  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AN2228  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN2228
 AN2228  HORZ ORDER  -  SECOND
 AN2228
 AN2228.The horizontal coordinates were established by classical geodetic methods
 AN2228.and adjusted by the National Geodetic Survey in February 1996..
 AN2228
 AN2228.The orthometric height was scaled from a topographic map.
 AN2228
 AN2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2228
 AN2228.The geoid height was determined by GEOID03.
 AN2228
 AN2228;                    North         East     Units Scale Factor Converg.
 AN2228;SPC TXSC     - 4,102,201.730   875,637.225   MT  0.99991939   +1 22 56.9
 AN2228;SPC TXSC     -13,458,640.18  2,872,819.80   sFT  0.99991939   +1 22 56.9
 AN2228;UTM  14      - 3,180,836.563   775,636.304   MT  1.00053771   +1 21 25.6
 AN2228
 AN2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2228!SPC TXSC     -   1.00000328  x   0.99991939  =   0.99992267
 AN2228!UTM  14      -   1.00000328  x   1.00053771  =   1.00054099
 AN2228
 AN2228:                Primary Azimuth Mark                     Grid Az
 AN2228:SPC TXSC     -  PRAIRIE SCHOOLHOUSE CUPOLA               000 10 49.1
 AN2228:UTM  14      -  PRAIRIE SCHOOLHOUSE CUPOLA               000 12 20.4
 AN2228
 AN2228|---------------------------------------------------------------------|
 AN2228| PID    Reference Object                     Distance      Geod. Az  |
 AN2228|                                                           dddmmss.s |
 AN2228| AN2206 PRAIRIE SCHOOLHOUSE CUPOLA          APPROX. 9.1 KM 0013346.0 |
 AN2228| AN2231 PALACIOS US WEATHER BUR MAST        APPROX. 4.8 KM 2315954.7 |
 AN2228| AN2226 PALACIOS FIRST METH CH STEEPLE      APPROX. 4.1 KM 2362808.3 |
 AN2228| AN2229 MALLORYS HOUSE TOWER                APPROX. 1.0 KM 2512453.7 |
 AN2228| AN0209 RAIL                                APPROX. 4.4 KM 2960019.1 |
 AN2228| AN2207 SECTION HOUSE CHIMNEY               APPROX. 5.2 KM 3105525.9 |
 AN2228| AN2227 LIGGETTS CONCRETE SILO              APPROX. 0.6 KM 3560101.0 |
 AN2228|---------------------------------------------------------------------|
 AN2228
 AN2228                          SUPERSEDED SURVEY CONTROL
 AN2228
 AN2228  NAD 83(1986)-  28 43 31.76374(N)    096 10 41.12928(W) AD(       ) 2
 AN2228  NAD 27      -  28 43 30.80300(N)    096 10 40.24900(W) AD(       ) 2
 AN2228
 AN2228.Superseded values are not recommended for survey control.
 AN2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2228.See file dsdata.txt to determine how the superseded data were derived.
 AN2228
 AN2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7563680837(NAD 83)
 AN2228_MARKER: DS = TRIANGULATION STATION DISK
 AN2228_SETTING: 0 = UNSPECIFIED SETTING
 AN2228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2228
 AN2228  HISTORY     - Date     Condition        Report By
 AN2228  HISTORY     - 1934     MONUMENTED       CGS
 AN2228  HISTORY     - 1947     GOOD             CGS
 AN2228  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2228
 AN2228                          STATION DESCRIPTION
 AN2228
 AN2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN2228'ON THE TOP OF THE LARGE TWO-STORY RED BRICK SCHOOLHOUSE
 AN2228'IN COLLEGEPORT.  STATION MARK IS A BRONZE STATION DISK
 AN2228'SET IN MORTAR BETWEEN BRICKS FLUSH WITH THE TOP OF THE W
 AN2228'PARAPET WALL, NEAR THE SW CORNER OF THE SCHOOL.  STATION
 AN2228'IS 0.18 METER E OF THE W FACE OF THE WALL AND 1.31 METERS
 AN2228'N OF THE S FACE OF THE WALL.
 AN2228'
 AN2228'NO REFERENCE MARK WAS SET.
 AN2228
 AN2228                          STATION RECOVERY (1947)
 AN2228
 AN2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2228'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AN2228
 AN2228                          STATION RECOVERY (1969)
 AN2228
 AN2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2228'THE STATION SITE WAS VISITED.  THE SCHOOL BUILDING WAS FOUND
 AN2228'TO HAVE BEEN RAZED.  THE STATION IS LOST.
 AN2228'
 AN2228'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COLLEGEPORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0951 ***********************************************************************
 BM0951  DESIGNATION -  COLLEGE STA TEX A AND M W STK
 BM0951  PID         -  BM0951
 BM0951  STATE/COUNTY-  TX/BRAZOS
 BM0951  USGS QUAD   -  WELLBORN (1980)
 BM0951
 BM0951                         *CURRENT SURVEY CONTROL
 BM0951  ___________________________________________________________________
 BM0951* NAD 83(1993)-  30 37 04.87165(N)    096 20 33.26365(W)     ADJUSTED  
 BM0951* NAVD 88     -                                                        
 BM0951  ___________________________________________________________________
 BM0951  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BM0951  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0951
 BM0951  HORZ ORDER  -  THIRD
 BM0951
 BM0951.The horizontal coordinates were established by classical geodetic methods
 BM0951.and adjusted by the National Geodetic Survey in February 1996..
 BM0951
 BM0951
 BM0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0951
 BM0951.The geoid height was determined by GEOID03.
 BM0951
 BM0951;                    North         East     Units Scale Factor Converg.
 BM0951;SPC TX C     - 3,112,324.884 1,082,526.547   MT  0.99990399   +2 03 19.7
 BM0951;SPC TX C     -10,211,019.22  3,551,589.18   sFT  0.99990399   +2 03 19.7
 BM0951;UTM  14      - 3,390,280.371   754,743.937   MT  1.00040062   +1 21 15.1
 BM0951
 BM0951                          SUPERSEDED SURVEY CONTROL
 BM0951
 BM0951  NAD 83(1986)-  30 37 04.88596(N)    096 20 33.24545(W) AD(       ) 4
 BM0951  NAD 27      -  30 37 04.16000(N)    096 20 32.38300(W) AD(       ) 3
 BM0951
 BM0951.Superseded values are not recommended for survey control.
 BM0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0951.See file dsdata.txt to determine how the superseded data were derived.
 BM0951
 BM0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5474490280(NAD 83)
 BM0951_MARKER: 63 = STACK
 BM0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0951+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2002
 BM0951
 BM0951  HISTORY     - Date     Condition        Report By
 BM0951  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0951  HISTORY     - 1953     GOOD             CGS
 BM0951  HISTORY     - 1963     GOOD             CGS
 BM0951  HISTORY     - 19940820 GOOD             USPSQD
 BM0951  HISTORY     - 20021006 GOOD             INDIV
 BM0951
 BM0951                          STATION DESCRIPTION
 BM0951
 BM0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0951'THIS INTERSECTION STATION IS THE NEWER OF TWO CEMENT STACKS
 BM0951'AT THE POWER HOUSE OF TEXAS A AND M COLLEGE.  THE STACK IS
 BM0951'ON THE SW EDGE OF THE CAMPUS, NEAR THE CENTER OF THE S SIDE
 BM0951'OF THE POWER HOUSE, HAS A AND M COLLEGE IN BLACK LETTERS
 BM0951'ON THE E AND W SIDES.  THE STACK IS ABOUT 200 FEET HIGH.
 BM0951
 BM0951                          STATION RECOVERY (1953)
 BM0951
 BM0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 BM0951'STATION RECOVERED AS DESCRIBED
 BM0951
 BM0951                          STATION RECOVERY (1963)
 BM0951
 BM0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 BM0951'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 BM0951'CONDITION.
 BM0951
 BM0951                          STATION RECOVERY (1994)
 BM0951
 BM0951'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0951'RECOVERED IN GOOD CONDITION.
 BM0951
 BM0951                          STATION RECOVERY (2002)
 BM0951
 BM0951'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FG)
 BM0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0953 ***********************************************************************
 BM0953  DESIGNATION -  COLLEGE STA TEX A AND M TANK
 BM0953  PID         -  BM0953
 BM0953  STATE/COUNTY-  TX/BRAZOS
 BM0953  USGS QUAD   -  WELLBORN (1980)
 BM0953
 BM0953                         *CURRENT SURVEY CONTROL
 BM0953  ___________________________________________________________________
 BM0953* NAD 83(1993)-  30 37 01.02083(N)    096 20 27.16420(W)     ADJUSTED  
 BM0953* NAVD 88     -                                                        
 BM0953  ___________________________________________________________________
 BM0953  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BM0953  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0953
 BM0953  HORZ ORDER  -  THIRD
 BM0953
 BM0953.The horizontal coordinates were established by classical geodetic methods
 BM0953.and adjusted by the National Geodetic Survey in February 1996..
 BM0953
 BM0953
 BM0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0953
 BM0953.The geoid height was determined by GEOID03.
 BM0953
 BM0953;                    North         East     Units Scale Factor Converg.
 BM0953;SPC TX C     - 3,112,212.212 1,082,693.135   MT  0.99990411   +2 03 22.9
 BM0953;SPC TX C     -10,210,649.57  3,552,135.73   sFT  0.99990411   +2 03 22.9
 BM0953;UTM  14      - 3,390,165.611   754,909.216   MT  1.00040166   +1 21 18.0
 BM0953
 BM0953                          SUPERSEDED SURVEY CONTROL
 BM0953
 BM0953  NAD 83(1986)-  30 37 01.03537(N)    096 20 27.14593(W) AD(       ) 4
 BM0953  NAD 27      -  30 37 00.31200(N)    096 20 26.28500(W) AD(       ) 3
 BM0953
 BM0953.Superseded values are not recommended for survey control.
 BM0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0953.See file dsdata.txt to determine how the superseded data were derived.
 BM0953
 BM0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5490990166(NAD 83)
 BM0953_MARKER: 53 = ELEVATED TANK
 BM0953
 BM0953  HISTORY     - Date     Condition        Report By
 BM0953  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0953  HISTORY     - 1943     GOOD             CGS
 BM0953  HISTORY     - 1953     GOOD             CGS
 BM0953  HISTORY     - 1963     GOOD             CGS
 BM0953  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0953
 BM0953                          STATION DESCRIPTION
 BM0953
 BM0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0953'THE STATION IS THE CENTER OF THE TANK AT THE POWER PLANT
 BM0953'OF THE TEXAS AGRICULTURE AND MECHANICAL COLLEGE AT COLLEGE
 BM0953'STATION, TEXAS.  THE TANK WHICH IS ABOUT 110 FEET HIGH, PAINTED
 BM0953'SILVER, AND SUPPORTED BY FOUR GIRDER LEGS, IS LOCATED NEAR
 BM0953'THE CENTER OF THE CAMPUS, AND VERY PROMINENT.
 BM0953
 BM0953                          STATION RECOVERY (1943)
 BM0953
 BM0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0953'THIS INTERSECTION STATION IS THE WATER TANK OF THE TEXAS A
 BM0953'AND M COLLEGE LOCATED IN THE NORTHERLY PART OF THE CAMPUS,
 BM0953'SW OF AGLE STREET, NW OF ROBERTS STREET, AND S OF THE CHEMISTRY
 BM0953'BUILDING.  THE TANK IS SUPPORTED BY 6 STEEL LEGS AND IS ABOUT
 BM0953'150 FEET HIGH.
 BM0953
 BM0953                          STATION RECOVERY (1953)
 BM0953
 BM0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 BM0953'THE TOP PART OF THIS TANK WAS DISASSEMBLED AND A NEW TOP
 BM0953'IS BEING INSTALLED ON THE SAME SUPPORTS.
 BM0953'
 BM0953'STATION RECOVERED AS DESCRIBED
 BM0953
 BM0953                          STATION RECOVERY (1963)
 BM0953
 BM0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 BM0953'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 BM0953'CONDITION.
 BM0953
 BM0953                          STATION RECOVERY (1994)
 BM0953
 BM0953'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0954 ***********************************************************************
 BM0954  DESIGNATION -  COLLEGE STA TEX A AND M E STK
 BM0954  PID         -  BM0954
 BM0954  STATE/COUNTY-  TX/BRAZOS
 BM0954  USGS QUAD   -  WELLBORN (1980)
 BM0954
 BM0954                         *CURRENT SURVEY CONTROL
 BM0954  ___________________________________________________________________
 BM0954* NAD 83(1993)-  30 37 04.79298(N)    096 20 31.87198(W)     ADJUSTED  
 BM0954* NAVD 88     -                                                        
 BM0954  ___________________________________________________________________
 BM0954  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BM0954  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0954
 BM0954  HORZ ORDER  -  THIRD
 BM0954
 BM0954.The horizontal coordinates were established by classical geodetic methods
 BM0954.and adjusted by the National Geodetic Survey in February 1996..
 BM0954
 BM0954
 BM0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0954
 BM0954.The geoid height was determined by GEOID03.
 BM0954
 BM0954;                    North         East     Units Scale Factor Converg.
 BM0954;SPC TX C     - 3,112,323.792 1,082,563.672   MT  0.99990399   +2 03 20.4
 BM0954;SPC TX C     -10,211,015.64  3,551,710.98   sFT  0.99990399   +2 03 20.4
 BM0954;UTM  14      - 3,390,278.824   754,781.065   MT  1.00040086   +1 21 15.8
 BM0954
 BM0954                          SUPERSEDED SURVEY CONTROL
 BM0954
 BM0954  NAD 83(1986)-  30 37 04.80748(N)    096 20 31.85375(W) AD(       ) 4
 BM0954  NAD 27      -  30 37 04.08300(N)    096 20 30.99400(W) AD(       ) 3
 BM0954
 BM0954.Superseded values are not recommended for survey control.
 BM0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0954.See file dsdata.txt to determine how the superseded data were derived.
 BM0954
 BM0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5478190279(NAD 83)
 BM0954_MARKER: 63 = STACK
 BM0954
 BM0954  HISTORY     - Date     Condition        Report By
 BM0954  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0954  HISTORY     - 1963     GOOD             CGS
 BM0954  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0954
 BM0954                          STATION DESCRIPTION
 BM0954
 BM0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0954'THIS INTERSECTION STATION IS THE OLDER OF TWO CEMENT STACKS
 BM0954'AT THE POWER HOUSE OF TEXAS A AND M COLLEGE.  THE STACK IS
 BM0954'ON THE SW EDGE OF THE CAMPUS, AT THE NE CORNER OF THE POWER
 BM0954'HOUSE.  THE STACK IS ABOUT 195 FEET HIGH.
 BM0954
 BM0954                          STATION RECOVERY (1963)
 BM0954
 BM0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 BM0954'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 BM0954'CONDITION.
 BM0954
 BM0954                          STATION RECOVERY (1994)
 BM0954
 BM0954'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0955 ***********************************************************************
 BM0955  DESIGNATION -  COLLEGE STA TEX A AND M DOME
 BM0955  PID         -  BM0955
 BM0955  STATE/COUNTY-  TX/BRAZOS
 BM0955  USGS QUAD   -  WELLBORN (1980)
 BM0955
 BM0955                         *CURRENT SURVEY CONTROL
 BM0955  ___________________________________________________________________
 BM0955* NAD 83(1993)-  30 36 56.80622(N)    096 20 26.72839(W)     ADJUSTED  
 BM0955* NAVD 88     -                                                        
 BM0955  ___________________________________________________________________
 BM0955  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BM0955  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0955
 BM0955  HORZ ORDER  -  THIRD
 BM0955
 BM0955.The horizontal coordinates were established by classical geodetic methods
 BM0955.and adjusted by the National Geodetic Survey in February 1996..
 BM0955
 BM0955
 BM0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0955
 BM0955.The geoid height was determined by GEOID03.
 BM0955
 BM0955;                    North         East     Units Scale Factor Converg.
 BM0955;SPC TX C     - 3,112,082.935 1,082,709.391   MT  0.99990425   +2 03 23.1
 BM0955;SPC TX C     -10,210,225.43  3,552,189.06   sFT  0.99990425   +2 03 23.1
 BM0955;UTM  14      - 3,390,036.080   754,923.895   MT  1.00040175   +1 21 18.1
 BM0955
 BM0955                          SUPERSEDED SURVEY CONTROL
 BM0955
 BM0955  NAD 83(1986)-  30 36 56.82077(N)    096 20 26.71017(W) AD(       ) 4
 BM0955  NAD 27      -  30 36 56.09800(N)    096 20 25.85000(W) AD(       ) 3
 BM0955
 BM0955.Superseded values are not recommended for survey control.
 BM0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0955.See file dsdata.txt to determine how the superseded data were derived.
 BM0955
 BM0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5492490036(NAD 83)
 BM0955_MARKER: 87 = DOME
 BM0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0955+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2002
 BM0955
 BM0955  HISTORY     - Date     Condition        Report By
 BM0955  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0955  HISTORY     - 1938     GOOD             LOCENG
 BM0955  HISTORY     - 1943     GOOD             CGS
 BM0955  HISTORY     - 1953     GOOD             CGS
 BM0955  HISTORY     - 1963     GOOD             CGS
 BM0955  HISTORY     - 19940820 GOOD             USPSQD
 BM0955  HISTORY     - 20021006 GOOD             INDIV
 BM0955
 BM0955                          STATION DESCRIPTION
 BM0955
 BM0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0955'THIS STATION IS THE CENTER OF THE DOME OF THE OLD MAIN BUILDING
 BM0955'OF THE TEXAS AGRICULTURE AND MECHANICAL COLLEGE AT COLLEGE
 BM0955'STATION, TEXAS.  THE BUILDING WHICH WAS CONSTRUCTED IN 1912
 BM0955'AND VERY PROMINENT, IS A RED-BRICK STRUCTURE, WITH A METAL
 BM0955'COVERED DOME OVER THE CENTER.  THE DOME IS SURMOUNTED BY A
 BM0955'BALL AT THE TOP OVER WHICH IS A LIGHT.
 BM0955
 BM0955                          STATION RECOVERY (1938)
 BM0955
 BM0955'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1938 (TCB)
 BM0955'EXTRACT FROM LETTER BY T.C. BITTLE, CIVIL ENGINEER, BRYAN,
 BM0955'TEXAS, RECEIVED AUGUST 27, 1938--
 BM0955'
 BM0955'AN EXTENSIVE BUILDING PROGRAM HAS BEEN CARRIED TO COMPLETION
 BM0955'SINCE THE SURVEY YEAR OF 1935.  AN IMPOSING NEW BUILDING
 BM0955'CALLED THE ADMINISTRATION BUILDING NOW SHARES DUTIES WITH THE
 BM0955'OLD MAIN BUILDING, WHICH IS KNOWN AS THE ACADEMIC BUILDING.
 BM0955'
 BM0955'IN THE COURSE OF TIME, THE SUGGESTED CORRECTION WILL BE FAVORED
 BM0955'FOR ITS SPECIFIC ACCURACY.
 BM0955
 BM0955                          STATION RECOVERY (1943)
 BM0955
 BM0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0955'THIS INTERSECTION STATION IS THE DOME OF THE ACADEMIC BUILDING
 BM0955'ON THE CAMPUS OF TEXAS A AND M COLLEGE.  THE BUILDING IS ON
 BM0955'THE S SIDE OF COKE STREET AND IN THE N CENTRAL PART OF THE
 BM0955'CAMPUS.  THE DOME IS BRASS COVERED, ABOUT 100 FEET HIGH AND HAS
 BM0955'A LIGHT ON TOP.
 BM0955
 BM0955                          STATION RECOVERY (1953)
 BM0955
 BM0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 BM0955'STATION RECOVERED AS DESCRIBED
 BM0955
 BM0955                          STATION RECOVERY (1963)
 BM0955
 BM0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 BM0955'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 BM0955'CONDITION.
 BM0955
 BM0955                          STATION RECOVERY (1994)
 BM0955
 BM0955'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0955'RECOVERED IN GOOD CONDITION.
 BM0955
 BM0955                          STATION RECOVERY (2002)
 BM0955
 BM0955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (FG)
 BM0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1248 ***********************************************************************
 CR1248  DESIGNATION -  COLLEY
 CR1248  PID         -  CR1248
 CR1248  STATE/COUNTY-  TX/SMITH
 CR1248  USGS QUAD   -  LINDALE (1981)
 CR1248
 CR1248                         *CURRENT SURVEY CONTROL
 CR1248  ___________________________________________________________________
 CR1248* NAD 83(1993)-  32 34 00.51596(N)    095 28 55.52437(W)     ADJUSTED  
 CR1248* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 CR1248  ___________________________________________________________________
 CR1248  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CR1248  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CR1248
 CR1248  HORZ ORDER  -  SECOND
 CR1248
 CR1248.The horizontal coordinates were established by classical geodetic methods
 CR1248.and adjusted by the National Geodetic Survey in February 1996..
 CR1248
 CR1248.The orthometric height was scaled from a topographic map.
 CR1248
 CR1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1248
 CR1248.The geoid height was determined by GEOID03.
 CR1248
 CR1248;                    North         East     Units Scale Factor Converg.
 CR1248;SPC TXNC     - 2,103,887.396   883,338.526   MT  0.99990818   +1 38 45.4
 CR1248;SPC TXNC     - 6,902,503.90  2,898,086.48   sFT  0.99990818   +1 38 45.4
 CR1248;UTM  15      - 3,605,983.074   266,976.174   MT  1.00026963   -1 20 12.0
 CR1248
 CR1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1248!SPC TXNC     -   0.99997664  x   0.99990818  =   0.99988482
 CR1248!UTM  15      -   0.99997664  x   1.00026963  =   1.00024626
 CR1248
 CR1248:                Primary Azimuth Mark                     Grid Az
 CR1248:SPC TXNC     -  LINDALE MUNICIPAL TANK                   127 38 11.0
 CR1248:UTM  15      -  LINDALE MUNICIPAL TANK                   130 37 08.4
 CR1248
 CR1248|---------------------------------------------------------------------|
 CR1248| PID    Reference Object                     Distance      Geod. Az  |
 CR1248|                                                           dddmmss.s |
 CR1248| CR1247 LINDALE MUNICIPAL TANK              APPROX. 8.8 KM 1291656.4 |
 CR1248| CX9276 COLLEY AZ MK                                       1783627.5 |
 CR1248| CX9278 COLLEY RM 2                          41.666 METERS 19956     |
 CR1248| CX9277 COLLEY RM 1                          45.446 METERS 34710     |
 CR1248| CR1250 MINEOLA MUNICIPAL TANK              APPROX.11.2 KM 3561044.6 |
 CR1248| CR1251 MINEOLA CITY POLICE RAD MAST        APPROX.10.9 KM 3561339.1 |
 CR1248| CR1249 MINEOLA FIRST BAPTIST CHURCH        APPROX.10.9 KM 3564404.6 |
 CR1248|---------------------------------------------------------------------|
 CR1248
 CR1248                          SUPERSEDED SURVEY CONTROL
 CR1248
 CR1248  NAD 83(1986)-  32 34 00.52319(N)    095 28 55.51038(W) AD(       ) 2
 CR1248  NAD 27      -  32 34 00.02700(N)    095 28 54.66310(W) AD(       ) 2
 CR1248
 CR1248.Superseded values are not recommended for survey control.
 CR1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1248.See file dsdata.txt to determine how the superseded data were derived.
 CR1248
 CR1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6697605983(NAD 83)
 CR1248_MARKER: DS = TRIANGULATION STATION DISK
 CR1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1248
 CR1248  HISTORY     - Date     Condition        Report By
 CR1248  HISTORY     - 1957     MONUMENTED       CGS
 CR1248  HISTORY     - 19960420 GOOD             USPSQD
 CR1248
 CR1248                          STATION DESCRIPTION
 CR1248
 CR1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1248'THE STATION IS LOCATED ON THE NORTH END OF A LONG RIDGE THAT
 CR1248'RUNS FROM THE SOUTH AND SLOPES GRADUAL TO THE NORTH TOWARDS
 CR1248'THE NECHES RIVER, ABOUT 5.5 MILES NORTHWEST OF LINDALE, ABOUT
 CR1248'6.5 MILES SOUTH OF MINEOLA, 40 FEET SOUTHEAST OF THE INTERSECTION
 CR1248'OF A GRAVELED ROAD AND A DIM TRACK ROAD, 37 FEET EAST OF THE
 CR1248'CENTER OF A GRAVELED ROAD AND 32 FEET WEST OF A POWERLINE POLE.
 CR1248'THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1248'AND IS STAMPED COLLEY 1957.
 CR1248'
 CR1248'REFERENCE MARK NO. 1 IS 10 FEET WEST OF THE CENTER OF A TRACK
 CR1248'ROAD.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1248'AND IS STAMPED COLLEY NO 1 1957.
 CR1248'
 CR1248'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE CENTER OF A TRACK
 CR1248'ROAD.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1248'AND IS STAMPED COLLEY NO 2 1957.
 CR1248'
 CR1248'AZIMUTH MARK IS 41 FEET EAST-SOUTHEAST OF THE CENTER OF A CROSS
 CR1248'ROAD, 14 FEET WEST OF A GAS PUMP, 3 FEET EAST OF A WITNESS
 CR1248'POST AND 2 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS
 CR1248'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED COLLEY
 CR1248'1957.
 CR1248'
 CR1248'TO REACH THE STATION FROM THE POST OFFICE IN MINEOLA, GO SOUTH ON
 CR1248'U.S. HIGHWAY NO. 69 FOR 3.5 MILES TO THE SABINE RIVER, CONTINUE
 CR1248'SOUTH ON U.S. HIGHWAY NO. 69 FOR 0.4 MILE TO AN OILED SIDE ROAD ON
 CR1248'THE RIGHT, TURN RIGHT AND CONTINUE SOUTHERLY FOR 3.7 MILES TO A
 CR1248'REVERSE Y AND A SIGN, CARMEL BAPTIST CHURCH, TURN SHARP RIGHT AND
 CR1248'GO 0.4 MILE TO A FORK, TAKE THE RIGHT FORK PASSING TO THE RIGHT
 CR1248'OF A SCHOOL HOUSE AND GO 0.8 MILE TO A CROSS ROAD AND THE AZIMUTH
 CR1248'MARK ON THE LEFT AS DESCRIBED, TURN RIGHT AND GO 0.2 MILE TO
 CR1248'THE STATION ON THE RIGHT AS DESCRIBED.
 CR1248'
 CR1248'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CR1248
 CR1248                          STATION RECOVERY (1996)
 CR1248
 CR1248'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0897 ***********************************************************************
 DN0897  DESIGNATION -  COLLIE
 DN0897  PID         -  DN0897
 DN0897  STATE/COUNTY-  TX/FANNIN
 DN0897  USGS QUAD   -  BONHAM (1984)
 DN0897
 DN0897                         *CURRENT SURVEY CONTROL
 DN0897  ___________________________________________________________________
 DN0897* NAD 83(1993)-  33 34 12.82686(N)    096 13 55.11921(W)     ADJUSTED  
 DN0897* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 DN0897  ___________________________________________________________________
 DN0897  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DN0897  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DN0897
 DN0897  HORZ ORDER  -  THIRD
 DN0897
 DN0897.The horizontal coordinates were established by classical geodetic methods
 DN0897.and adjusted by the National Geodetic Survey in February 1996..
 DN0897
 DN0897.The orthometric height was scaled from a topographic map.
 DN0897
 DN0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0897
 DN0897.The geoid height was determined by GEOID03.
 DN0897
 DN0897;                    North         East     Units Scale Factor Converg.
 DN0897;SPC TXNC     - 2,213,362.379   810,545.494   MT  0.99991347   +1 14 13.1
 DN0897;SPC TXNC     - 7,261,673.07  2,659,264.67   sFT  0.99991347   +1 14 13.1
 DN0897;UTM  14      - 3,717,939.126   756,940.119   MT  1.00041398   +1 31 53.2
 DN0897
 DN0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0897!SPC TXNC     -   0.99997207  x   0.99991347  =   0.99988554
 DN0897!UTM  14      -   0.99997207  x   1.00041398  =   1.00038603
 DN0897
 DN0897|---------------------------------------------------------------------|
 DN0897| PID    Reference Object                     Distance      Geod. Az  |
 DN0897|                                                           dddmmss.s |
 DN0897| CX9279 COLLIE RM 1                           8.249 METERS 05221     |
 DN0897| DN1057 BONHAM COTTON MILLS WATER TANK      APPROX. 4.5 KM 0852647.6 |
 DN0897| DN1058 BONHAM COTTON MILLS STACK           APPROX. 4.6 KM 0861000.1 |
 DN0897| DN0061 N 295 RESET                                        0861450.8 |
 DN0897| DN1055 BONHAM MUNICIPAL STANDPIPE          APPROX. 8.2 KM 0921258.5 |
 DN0897| DN1068 ECTOR MUNICIPAL TANK                APPROX. 4.0 KM 2830237.3 |
 DN0897| CX9280 COLLIE RM 2                           5.975 METERS 31802     |
 DN0897|---------------------------------------------------------------------|
 DN0897
 DN0897                          SUPERSEDED SURVEY CONTROL
 DN0897
 DN0897  NAD 83(1993)-  33 34 12.82835(N)    096 13 55.11758(W) AD(       ) 3
 DN0897  NAD 83(1986)-  33 34 12.83366(N)    096 13 55.11019(W) AD(       ) 3
 DN0897  NAD 27      -  33 34 12.45050(N)    096 13 54.18480(W) AD(       ) 3
 DN0897
 DN0897.Superseded values are not recommended for survey control.
 DN0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0897.See file dsdata.txt to determine how the superseded data were derived.
 DN0897
 DN0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC5694017939(NAD 83)
 DN0897_MARKER: DS = TRIANGULATION STATION DISK
 DN0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0897
 DN0897  HISTORY     - Date     Condition        Report By
 DN0897  HISTORY     - 1955     MONUMENTED       CGS
 DN0897  HISTORY     - 1957     GOOD             CGS
 DN0897  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 DN0897
 DN0897                          STATION DESCRIPTION
 DN0897
 DN0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN0897'THE STATION IS LOCATED AIRLINE, ABOUT 3-1/2 MILES WEST OF
 DN0897'BONHAM AND ABOUT 2 MILES EAST OF ECTOR ALONG THE NORTH SIDE
 DN0897'OF U.S. HIGHWAY 82.
 DN0897'
 DN0897'THE STATION IS A STANDARD DISK STAMPED COLLIE 1955 SET IN TOP
 DN0897'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 DN0897'WITH THE GROUND.  IT IS 7 FEET NORTHEAST OF A WHITE WITNESS
 DN0897'POST, 22 FEET SOUTH OF AN EAST-WEST FENCE LINE, 30 FEET NORTH
 DN0897'OF THE NORTH RAIL OF THE RAILROAD TRACKS AND 136 FEET NORTH
 DN0897'OF THE CENTER LINE OF THE HIGHWAY.
 DN0897'
 DN0897'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COLLIE
 DN0897'NO 1 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 DN0897'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 DN0897'THE THE SAME ELEVATION AS THE STATION.  IT IS 18 INCHES SOUTH
 DN0897'OF AN EAST-WEST FENCE LINE AND 44.5 FEET NORTH OF THE NORTH
 DN0897'RAIL OF THE RAILROAD TRACKS.
 DN0897'
 DN0897'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COLLIE
 DN0897'NO 2 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 DN0897'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 DN0897'THE SAME ELEVATION AS THE STATION.  IT IS 18 INCHES SOUTH OF
 DN0897'AN EAST-WEST FENCE LINE AND 44.5 FEET NORTH OF THE NORTH RAIL
 DN0897'OF THE RAILROAD TRACKS.
 DN0897'
 DN0897'BM N295 (AZIMUTH MARK) IS A STANDARD USC AND GS BENCH MARK
 DN0897'DISK STAMPED RESET N295 1934 1955 SET IN TOP OF A 6-INCH SQUARE
 DN0897'CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE GROUND.  IT
 DN0897'IS 10 INCHES SOUTH OF AN EAST-WEST FENCE LINE, 43 FEET NORTH
 DN0897'OF THE NORTH RAIL OF THE RAILROAD TRACKS, ABOUT 50 FEET SOUTH
 DN0897'OF THE SOUTH SIDE OF A WHITE HOUSE, 100 FEET WEST OF THE
 DN0897'CENTER LINE OF THE DRIVE-WAY TO THE WHITE HOUSE AND 149 FEET
 DN0897'NORTH OF THE CENTER LINE OF THE HIGHWAY.
 DN0897'
 DN0897'TO REACH THE STATION FROM THE COURTHOUSE IN BONHAM, GO WEST
 DN0897'ON U.S. HIGHWAY 82 FOR 2.5 MILES TO THE BONHAM DRIVE-IN THEATER
 DN0897'ON THE LEFT, SOUTH SIDE.  CONTINUE WEST ON THE HIGHWAY FOR
 DN0897'0.4 MILE TO A WHITE HOUSE ON THE RIGHT, NORTH SIDE AND BM
 DN0897'N295 WHICH WAS USED FOR THE AZIMUTH MARK.  CONTINUE WEST ON
 DN0897'THE HIGHWAY FOR 0.3 MILE TO A WHITE WITNESS POST ON THE RIGHT,
 DN0897'NORTH SIDE AND THE STATION.
 DN0897
 DN0897                          STATION RECOVERY (1957)
 DN0897
 DN0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN0897'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN0897'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN0897'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN0897
 DN0897                          STATION RECOVERY (1994)
 DN0897
 DN0897'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5259 ***********************************************************************
 AH5259  DESIGNATION -  COLLIERS ET
 AH5259  PID         -  AH5259
 AH5259  STATE/COUNTY-  TX/ERATH
 AH5259  USGS QUAD   -  BLUFF DALE (1979)
 AH5259
 AH5259                         *CURRENT SURVEY CONTROL
 AH5259  ___________________________________________________________________
 AH5259* NAD 83(1993)-  32 20 53.57614(N)    098 07 30.41773(W)     ADJUSTED  
 AH5259* NAVD 88     -       381.6    (meters)    1252.     (feet)  VERTCON   
 AH5259  ___________________________________________________________________
 AH5259  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH5259  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AH5259
 AH5259  HORZ ORDER  -  THIRD
 AH5259
 AH5259.The horizontal coordinates were established by classical geodetic methods
 AH5259.and adjusted by the National Geodetic Survey in July 1998..
 AH5259
 AH5259.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5259
 AH5259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5259
 AH5259.The geoid height was determined by GEOID03.
 AH5259
 AH5259;                    North         East     Units Scale Factor Converg.
 AH5259;SPC TXNC     - 2,075,641.094   635,287.500   MT  0.99994742   +0 12 16.1
 AH5259;SPC TXNC     - 6,809,832.49  2,084,272.41   sFT  0.99994742   +0 12 16.1
 AH5259;UTM  14      - 3,579,370.149   582,325.005   MT  0.99968357   +0 28 05.3
 AH5259
 AH5259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5259!SPC TXNC     -   0.99994452  x   0.99994742  =   0.99989195
 AH5259!UTM  14      -   0.99994452  x   0.99968357  =   0.99962811
 AH5259
 AH5259                          SUPERSEDED SURVEY CONTROL
 AH5259
 AH5259  NGVD 29 (07/28/98)  381.5    (m)         1252.     (f) VERT ANG       
 AH5259
 AH5259.Superseded values are not recommended for survey control.
 AH5259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5259.See file dsdata.txt to determine how the superseded data were derived.
 AH5259
 AH5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA8232579370(NAD 83)
 AH5259_MARKER: DS = TRIANGULATION STATION DISK
 AH5259_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5259_PROJECTION: FLUSH
 AH5259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5259+STABILITY: SURFACE MOTION
 AH5259
 AH5259  HISTORY     - Date     Condition        Report By
 AH5259  HISTORY     - 1961     MONUMENTED       USGS
 AH5259
 AH5259                          STATION DESCRIPTION
 AH5259
 AH5259'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH5259'STATION IS LOCATED ABOUT 9 MI. N. AND 4 MI. E. OF STEPHENVILLE, TEXAS,
 AH5259'ON SUMMIT OF E-W. RIDGE, ABOUT 100 YDS. N. OF A TRACK RD., ABOUT 100
 AH5259'FT. S. OF THE BREAK ON SLOPE TO THE N.
 AH5259'TO REACH FROM THE STEPHENVILLE COURTHOUSE, PROCEED NORTHERLY ALONG
 AH5259'U.S. HIGHWAY 281 FOR 8.9 MI. TO AN ALUMINUM GATE ON THE RIGHT, THENCE
 AH5259'EASTERLY ALONG TRACK RD. THRU GATE 1.0 MI. TO CORRALS, THENCE THRU THE
 AH5259'CORRALS, SE. FOR 1.0 MI. TO OLD FARMHOUSE, PASS THRU GATE ON N. SIDE
 AH5259'OF BARN AND FOLLOW TRACK RD. FOR 0.8 MI. TO TOP OF RIDGE, THENCE RIGHT
 AH5259'FOLLOWING TRACK RD. ALONG TOP OF RIDGE, 0.9 MI. TO STATION SITE.
 AH5259'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 10
 AH5259'IN. ABOVE GROUND AND STAMPED---COLLIERS - ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8982 ***********************************************************************
 DF8982  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8982  DESIGNATION -  COLLIN CORS ARP
 DF8982  CORS_ID     -  TXCO
 DF8982  PID         -  DF8982
 DF8982  STATE/COUNTY-  TX/COLLIN
 DF8982  USGS QUAD   -  MC KINNEY WEST (1973)
 DF8982
 DF8982                         *CURRENT SURVEY CONTROL
 DF8982  ___________________________________________________________________
 DF8982* NAD 83(CORS)-  33 09 54.92691(N)    096 37 40.57221(W)     ADJUSTED  
 DF8982* NAVD 88     -                                                        
 DF8982  ___________________________________________________________________
 DF8982  EPOCH DATE  -        2002.00
 DF8982  X           -    -616,882.521 (meters)                     COMP
 DF8982  Y           -  -5,308,886.884 (meters)                     COMP
 DF8982  Z           -   3,469,404.631 (meters)                     COMP
 DF8982  ELLIP HEIGHT-         163.10  (meters)          (11/??/03) GPS OBS
 DF8982  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DF8982
 DF8982  HORZ ORDER  -  SPECIAL (CORS)
 DF8982  ELLP ORDER  -  SPECIAL (CORS)
 DF8982
 DF8982.ITRF positions are available for this station.
 DF8982.The coordinates were established by GPS observations
 DF8982.and adjusted by the National Geodetic Survey in November 2003..
 DF8982.The coordinates are valid at the epoch date displayed above.
 DF8982.The epoch date for horizontal control is a decimal equivalence
 DF8982.of Year/Month/Day.
 DF8982
 DF8982
 DF8982.The PID for the CORS L1 Phase Center is DG4078.
 DF8982
 DF8982.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8982
 DF8982.The ellipsoidal height was determined by GPS observations
 DF8982.and is referenced to NAD 83.
 DF8982
 DF8982.The geoid height was determined by GEOID03.
 DF8982
 DF8982;                    North         East     Units Scale Factor Converg.
 DF8982;SPC TXNC     - 2,167,734.270   774,592.312   MT  0.99987458   +1 01 15.6
 DF8982;SPC TXNC     - 7,111,974.85  2,541,308.28   sFT  0.99987458   +1 01 15.6
 DF8982
 DF8982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8982!SPC TXNC     -   0.99997439  x   0.99987458  =   0.99984898
 DF8982
 DF8982                          SUPERSEDED SURVEY CONTROL
 DF8982
 DF8982.No superseded survey control is available for this station.
 DF8982
 DF8982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2120072113(NAD 83)
 DF8982_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8982
 DF8982                          STATION DESCRIPTION
 DF8982
 DF8982'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8982'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8982'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8982'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8982'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8982'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4078 ***********************************************************************
 DG4078  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4078  DESIGNATION -  COLLIN CORS L1 PHASE CENTER
 DG4078  CORS_ID     -  TXCO
 DG4078  PID         -  DG4078
 DG4078  STATE/COUNTY-  TX/COLLIN
 DG4078  USGS QUAD   -  MC KINNEY WEST (1973)
 DG4078
 DG4078                         *CURRENT SURVEY CONTROL
 DG4078  ___________________________________________________________________
 DG4078* NAD 83(CORS)-  33 09 54.92699(N)    096 37 40.57216(W)     ADJUSTED  
 DG4078* NAVD 88     -                                                        
 DG4078  ___________________________________________________________________
 DG4078  EPOCH DATE  -        2002.00
 DG4078  X           -    -616,882.529 (meters)                     COMP
 DG4078  Y           -  -5,308,886.966 (meters)                     COMP
 DG4078  Z           -   3,469,404.688 (meters)                     COMP
 DG4078  ELLIP HEIGHT-         163.20  (meters)          (11/??/03) GPS OBS
 DG4078  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DG4078
 DG4078  HORZ ORDER  -  SPECIAL (CORS)
 DG4078  ELLP ORDER  -  SPECIAL (CORS)
 DG4078
 DG4078.ITRF positions are available for this station.
 DG4078.The coordinates were established by GPS observations
 DG4078.and adjusted by the National Geodetic Survey in November 2003..
 DG4078.The coordinates are valid at the epoch date displayed above.
 DG4078.The epoch date for horizontal control is a decimal equivalence
 DG4078.of Year/Month/Day.
 DG4078
 DG4078
 DG4078.The PID for the CORS ARP is DF8982.
 DG4078
 DG4078.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4078
 DG4078.The ellipsoidal height was determined by GPS observations
 DG4078.and is referenced to NAD 83.
 DG4078
 DG4078.The geoid height was determined by GEOID03.
 DG4078
 DG4078;                    North         East     Units Scale Factor Converg.
 DG4078;SPC TXNC     - 2,167,734.272   774,592.313   MT  0.99987458   +1 01 15.6
 DG4078;SPC TXNC     - 7,111,974.86  2,541,308.28   sFT  0.99987458   +1 01 15.6
 DG4078
 DG4078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4078!SPC TXNC     -   0.99997438  x   0.99987458  =   0.99984896
 DG4078
 DG4078                          SUPERSEDED SURVEY CONTROL
 DG4078
 DG4078.No superseded survey control is available for this station.
 DG4078
 DG4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2120072113(NAD 83)
 DG4078_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4078
 DG4078                          STATION DESCRIPTION
 DG4078
 DG4078'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4078'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4078'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4078'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4078'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4078'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3100 ***********************************************************************
 AW3100  DESIGNATION -  COLLINS
 AW3100  PID         -  AW3100
 AW3100  STATE/COUNTY-  TX/CHAMBERS
 AW3100  USGS QUAD   -  ANAHUAC (1993)
 AW3100
 AW3100                         *CURRENT SURVEY CONTROL
 AW3100  ___________________________________________________________________
 AW3100* NAD 83(1993)-  29 51 48.24258(N)    094 42 00.89792(W)     ADJUSTED  
 AW3100* NAVD 88     -         6.92   (+/-2cm)      22.7    (feet)  VERTCON   
 AW3100  ___________________________________________________________________
 AW3100  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AW3100  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3100
 AW3100  HORZ ORDER  -  FIRST
 AW3100  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3100
 AW3100.The horizontal coordinates were established by classical geodetic methods
 AW3100.and adjusted by the National Geodetic Survey in February 1996..
 AW3100
 AW3100.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3100.The vertical order pertains to the NGVD 29 superseded value.
 AW3100
 AW3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3100
 AW3100.The geoid height was determined by GEOID03.
 AW3100
 AW3100;                    North         East     Units Scale Factor Converg.
 AW3100;SPC TXSC     - 4,232,623.282 1,015,301.166   MT  0.99990565   +2 06 23.4
 AW3100;SPC TXSC     -13,886,531.55  3,331,033.91   sFT  0.99990565   +2 06 23.4
 AW3100;SPC TX C     - 3,035,588.451 1,244,067.580   MT  1.00007723   +2 54 04.9
 AW3100;SPC TX C     - 9,959,259.78  4,081,578.39   sFT  1.00007723   +2 54 04.9
 AW3100;UTM  15      - 3,304,862.709   335,778.519   MT  0.99993275   -0 50 48.5
 AW3100
 AW3100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3100!SPC TXSC     -   1.00000322  x   0.99990565  =   0.99990887
 AW3100!SPC TX C     -   1.00000322  x   1.00007723  =   1.00008045
 AW3100!UTM  15      -   1.00000322  x   0.99993275  =   0.99993597
 AW3100
 AW3100:                Primary Azimuth Mark                     Grid Az
 AW3100:SPC TXSC     -  WALLISVILLE TEX GULF SULP MAST           003 22 32.2
 AW3100:SPC TX C     -  WALLISVILLE TEX GULF SULP MAST           002 34 50.7
 AW3100:UTM  15      -  WALLISVILLE TEX GULF SULP MAST           006 19 44.1
 AW3100
 AW3100|---------------------------------------------------------------------|
 AW3100| PID    Reference Object                     Distance      Geod. Az  |
 AW3100|                                                           dddmmss.s |
 AW3100| AW6063 WALLISVILLE TEX GULF SULP MAST      APPROX. 3.5 KM 0052855.6 |
 AW3100| AW6062 HOUSTON NEW ORLEANS AWY BCN 3       APPROX. 2.9 KM 0085207.1 |
 AW3100| CV9705 COLLINS AZ MK                                      0412829.8 |
 AW3100| AW3099 COLLINS RM 1                        178.350 METERS 04904     |
 AW3100| AW3101 COLLINS RM 2                         33.355 METERS 15037     |
 AW3100| AW6056 ANAHUAC MUNICIPAL TANK              APPROX.10.9 KM 1691956.5 |
 AW3100| AW6061 ANAHUAC COURTHOUSE DOME             APPROX.10.5 KM 1715743.0 |
 AW3100| AW6212 MONT BELVIEU MUNICIPAL TANK         APPROX.18.7 KM 2660448.0 |
 AW3100|---------------------------------------------------------------------|
 AW3100
 AW3100                          SUPERSEDED SURVEY CONTROL
 AW3100
 AW3100  NAD 83(1993)-  29 51 48.25762(N)    094 42 00.88017(W) AD(       ) 1
 AW3100  NAD 83(1986)-  29 51 48.25997(N)    094 42 00.88005(W) AD(       ) 1
 AW3100  NAD 27      -  29 51 47.47700(N)    094 42 00.17600(W) AD(       ) 1
 AW3100  NGVD 29 (??/??/92)    6.918  (m)           22.70   (f) ADJ UNCH    1 2
 AW3100
 AW3100.Superseded values are not recommended for survey control.
 AW3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3100.See file dsdata.txt to determine how the superseded data were derived.
 AW3100
 AW3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3577904863(NAD 83)
 AW3100_MARKER: DS = TRIANGULATION STATION DISK
 AW3100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3100_STAMPING: COLLINS 1931
 AW3100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3100+STABILITY: SURFACE MOTION
 AW3100
 AW3100  HISTORY     - Date     Condition        Report By
 AW3100  HISTORY     - 1931     MONUMENTED       CGS
 AW3100  HISTORY     - 1942     GOOD             TVA
 AW3100  HISTORY     - 1942     GOOD             CGS
 AW3100  HISTORY     - 1951     GOOD             CGS
 AW3100  HISTORY     - 1953     GOOD             CGS
 AW3100  HISTORY     - 1959     GOOD             NGS
 AW3100  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3100  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 AW3100
 AW3100                          STATION DESCRIPTION
 AW3100
 AW3100'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW3100'ABOUT 15 MILES SE OF LIBERTY AND 6 MILES N OF ANAHUAC, ON W
 AW3100'SIDE OF ROAD LEADING FROM LIBERTY TO WALLISVILLE, ON LAND OWNED
 AW3100'AND OCCUPIED BY W.W. COLLINS, IN A SMALL PASTURE LOT S OF COLLINS
 AW3100'HOUSE, WHICH IS A WHITE HOUSE WITH BRICK CHIMNEY AT N END.  A
 AW3100'SMALL GROUP OF FRUIT TREES STANDS JUST S OF HOUSE.  STATION IS
 AW3100'127 FEET SLIGHTLY N OF W OF THE SW CORNER OF A SMALL WHITE
 AW3100'HOUSE WITH GREEN TRIM ON E SIDE OF ROAD, 63 FEET W OF CENTER
 AW3100'LINE OF ROAD, AND 33.5 FEET W OF FENCE ON W SIDE OF ROAD.  FROM
 AW3100'LIBERTY LEAVE U.S. HIGHWAY 90 ON E SIDE OF TOWN AND FOLLOW SHELL
 AW3100'ROAD S 16.3 MILES TO COLLINS HOUSE.
 AW3100'
 AW3100'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW3100'DISKS SET IN CONCRETE.
 AW3100'
 AW3100'SURFACE MARK IS 1 FOOT BELOW THE SURFACE OF THE GROUND.
 AW3100'
 AW3100'REFERENCE MARK NO. 1 IS 30 FEET E OF CENTER LINE OF ROAD, 109
 AW3100'FEET E OF NE CORNER OF CHIMNEY ON N END OF COLLINS HOUSE, AND
 AW3100'109.5 FEET FROM STATION.
 AW3100'
 AW3100'REFERENCE MARK NO. 2 IS 39 FEET E OF CENTER LINE OF ROAD,
 AW3100'37.2 FEET SW OF THE SW CORNER OF HOUSE ON E SIDE OF ROAD, AND
 AW3100'585.3 FEET FROM STATION.
 AW3100
 AW3100                          STATION RECOVERY (1942)
 AW3100
 AW3100'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1942 (NHS)
 AW3100'THE INDICATIONS ARE THAT THE DESIGNATIONS OF REFERENCE MARK
 AW3100'NO. 1 AND REFERENCE MARK NO. 2 HAVE BEEN INTERCHANGED IN
 AW3100'THE DESCRIPTION OF STATION.  THIS FACT IS INDICATED BY RECOVERY
 AW3100'NOTES OF OUR OWN FIELD PARTIES AND BY THE DESCRIPTIONS OF THESE
 AW3100'REFERENCE MARKS, LATITUDE,
 AW3100'LONGITUDE, AND SEA LEVEL ELEVATIONS OF BENCH MARKS IN TEXAS
 AW3100'ESTABLISHED BY THE STATE RECLAMATION DEPARTMENT.
 AW3100
 AW3100                          STATION RECOVERY (1942)
 AW3100
 AW3100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW3100'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW3100'CONDITION.
 AW3100'
 AW3100'STATION IS LOCATED ABOUT 15 MILES SE OF LIBERTY, 6 MILES
 AW3100'N OF ANAHAUC, ON THE PROPERTY OF MR. W.W. COLLINS, ABOUT 0.1
 AW3100'MILE S OF HIS HOUSE, ABOUT 126.8 FEET W OF THE SW CORNER
 AW3100'OF A SMALL TENANT HOUSE ON THE E SIDE OF THE ROAD, 63.5 FEET W
 AW3100'OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD,
 AW3100'33.8 FEET NW OF THE RIGHT-OF-WAY FENCE AND 2 FEET N OF A 4- BY
 AW3100'4-INCH WOODEN MARKER POST.  IT IS STAMPED COLLINS 1931.  THE
 AW3100'TOP OF THE MONUMENT IS ABOUT 1 FOOT BELOW THE SURFACE OF THE
 AW3100'GROUND.
 AW3100'
 AW3100'REFERENCE MARK NO. 1 IS ABOUT 0.1 MILE NORTHERLY FROM THE
 AW3100'STATION, 103 FEET EASTERLY FROM THE NE CORNER OF MR. COLLINS
 AW3100'HOUSE, 29 FEET E OF THE CENTER LINE OF THE ROAD AND 2 FEET
 AW3100'N OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS STAMPED COLLINS
 AW3100'NO. 1 1931.  THE MONUMENT PROJECTS ABOUT 0.4 FOOT.
 AW3100'
 AW3100'REFERENCE MARK NO. 2 IS 109.8 FEET S BY EASTERLY FROM THE
 AW3100'STATION, 39.2 FEET E OF THE CENTER LINE OF THE ROAD, 37.3
 AW3100'FEET SW OF A SMALL HOUSE ON THE E SIDE OF THE ROAD.  IT IS STAMPED
 AW3100'COLLINS NO. 2 1931.  MONUMENT PROJECTS 0.4 FOOT.
 AW3100
 AW3100                          STATION RECOVERY (1951)
 AW3100
 AW3100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW3100'THE STATION MARKS, REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW3100'NO. 2 WERE FOUND AS DESCRIBED AND ARE IN EXCELLENT CONDITION.
 AW3100'AN AZIMUTH MARK WAS ESTABLISHED.
 AW3100'
 AW3100'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW3100'
 AW3100'THE STATION IS LOCATED ABOUT 15.0 MILES SOUTHEAST OF LIBERTY
 AW3100'AND 6.0 MILES NORTH OF ANAHAUC ON LAND OWNED BY MR. W.W. COLLINS.
 AW3100'IT IS ABOUT 180 YARDS SOUTH OF MR. COLLINS HOME, 62.0 FEET WEST
 AW3100'OF THE CENTER OF STATE ROUTE NO. 563, 41.0 FEET SOUTHWEST OF A
 AW3100'POWERLINE TRANSFORMER POLE NO. 212 AND 2.5 FEET NORTH OF A
 AW3100'WITNESS POST.  IT IS 1.0 FOOT BELOW THE SURFACE OF THE GROUND AND
 AW3100'IS STAMPED COLLINS 1931.
 AW3100'
 AW3100'REFERENCE MARK NO. 1 IS ACROSS THE HIGHWAY FROM MR. COLLINS
 AW3100'HOUSE, 29.0 FEET EAST OF THE CENTER OF STATE ROUTE NO. 563,
 AW3100'6.0 FEET SOUTH OF A LARGE BLAZED GUM TREE AND 2.5 FEET NORTHWEST
 AW3100'OF A WITNESS POST.  IT PROJECTS 10 INCHES AND IS STAMPED
 AW3100'COLLINS NO 1 1931 25.046.
 AW3100'
 AW3100'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY FROM THE STATION,
 AW3100'41.0 FEET EAST OF THE CENTER OF STATE ROUTE NO. 563 AND 38.0 FEET
 AW3100'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE.  IT PROJECTS
 AW3100'7 INCHES AND IS STAMPED COLLINS NO 2 1931 25.146.
 AW3100'
 AW3100'THE AZIMUTH MARK IS LOCATED ABOUT 50 YARDS SOUTH OF A GRANITE
 AW3100'MARKER AT THE SITE OF AN OLD MISSION, 41.0 FEET NORTHEAST OF
 AW3100'THE CENTER OF STATE ROUTE NO. 563 WHERE IT CURVES RIGHT, 1.5
 AW3100'FEET WEST OF A WITNESS POST AND 1.0 FOOT SOUTH OF A POWERLINE
 AW3100'POLE.  IT PROJECTS 4 INCHES AND IS STAMPED COLLINS 1931 RESET
 AW3100'1951.
 AW3100'
 AW3100'TO REACH THE STATION FROM THE POST OFFICE IN LIBERTY, GO SOUTH
 AW3100'ON STATE ROUTE NO. 146 FOR 0.2 MILE TO THE JUNCTION WITH U.S.
 AW3100'HIGHWAY NO. 90.  TURN LEFT AND GO EAST ON U.S. HIGHWAY NO.
 AW3100'90 FOR 0.8 MILE TO THE JUNCTION WITH STATE ROUTE NO. 563, TURN
 AW3100'RIGHT AND GO SOUTH AND SOUTHEAST ON STATE ROUTE NO. 563 FOR
 AW3100'15.0 MILES TO A POINT WHERE THE HIGHWAY CURVES TO THE RIGHT AND
 AW3100'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTHERLY
 AW3100'ON STATE ROUTE NO. 563 FOR 0.3 MILE TO A HOUSE ON THE LEFT AND
 AW3100'THE STATION ON THE RIGHT AS DESCRIBED.
 AW3100
 AW3100                          STATION RECOVERY (1953)
 AW3100
 AW3100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 AW3100'0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE COURTHOUSE
 AW3100'AT ANAHUAC, THENCE 0.85 MILE EAST ALONG STATE HIGHWAY 61,
 AW3100'THENCE 8.5 MILES NORTH ALONG FARM ROAD 563, 0.1 MILE SOUTHWEST OF
 AW3100'A FARMHOUSE, 41 FEET SOUTHWEST OF A POWER POLE, 62 FEET NORTHWEST
 AW3100'OF THE CENTER LINE OF THE FARM ROAD, 19 FEET NORTHWEST OF
 AW3100'A FENCE, 2.8 FEET NORTH OF A WITNESS POST, A TRIANGULATION
 AW3100'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 1.2
 AW3100'FEET BELOW THE TOP OF THE GROUND, STAMPED COLLINS 1931.
 AW3100'
 AW3100'COLLINS R.M. 1 IS 103 FEET EAST OF THE NORTHEAST CORNER OF
 AW3100'A FARMHOUSE, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM
 AW3100'ROAD, 25.5 FEET NORTHWEST OF A 24 INCH HICKORY TREE, 6.3 FEET
 AW3100'SOUTHWEST OF A 20 INCH GUM TREE, 2.5 FEET NORTH OF A WITNESS
 AW3100'POST, 585 FEET NORTHEAST OF TRIANGULATION STATION COLLINS 1931,
 AW3100'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW3100'PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED COLLINS NO 1 1931
 AW3100'25.046.
 AW3100'
 AW3100'COLLINS R.M. 2 IS 109.55 FEET SOUTHEAST OF THE WEST CORNER
 AW3100'OF THE PORCH OF AN OLD HOUSE, 41 FEET SOUTHEAST OF THE CENTER
 AW3100'LINE OF THE FARM ROAD, 31 FEET NORTHWEST OF AN 18 INCH OAK TREE,
 AW3100'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW3100'PROJECTS 0.7 FOOT ABOVE THE GROUND, STAMPED COLLINS NO 2 1931
 AW3100'25.146.
 AW3100'
 AW3100'COLLINS 1931 AZIMUTH RESET 1951 IS 0.3 MILE NORTH OF TRIANGULATION
 AW3100'STATION COLLINS 1931, ON THE OUTSIDE OF A CURVE IN FARM ROAD
 AW3100'563, 40.5 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 1.4 FEET
 AW3100'WEST OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF
 AW3100'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 AW3100'STAMPED COLLINS 1931 RESET 1951.
 AW3100
 AW3100                          STATION RECOVERY (1959)
 AW3100
 AW3100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW3100'9.2 MI N FROM ANAHUAC.
 AW3100'ABOUT 0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE
 AW3100'COURTHOUSE AT ANAHUAC, THENCE ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY
 AW3100'61, THENCE ABOUT 8.1 MILES NORTH ALONG FARM ROAD 563, 61 FEET
 AW3100'NORTHWEST OF THE CENTER LINE OF THE ROAD, 24 1/2 FEET WEST OF A
 AW3100'TELEPHONE POLE, 42 FEET WEST-SOUTHWEST OF A POWER POLE SUPPORTING A
 AW3100'TRANSFORMER, 18 FEET NORTHWEST OF A FENCE, 2 FEET NORTH OF A WHITE
 AW3100'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IN
 AW3100'THE TOP OF A CONCRETE POST 1 FOOT BELOW THE GROUND.
 AW3100
 AW3100                          STATION RECOVERY (2004)
 AW3100
 AW3100'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3100'MARK NOT FOUND.
 AW3100
 AW3100                          STATION RECOVERY (2005)
 AW3100
 AW3100'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0667 ***********************************************************************
 EN0667  DESIGNATION -  COLLINS
 EN0667  PID         -  EN0667
 EN0667  STATE/COUNTY-  TX/CHILDRESS
 EN0667  USGS QUAD   -  ESTELLINE NW (1984)
 EN0667
 EN0667                         *CURRENT SURVEY CONTROL
 EN0667  ___________________________________________________________________
 EN0667* NAD 83(1993)-  34 39 56.79690(N)    100 22 32.33918(W)     ADJUSTED  
 EN0667* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 EN0667  ___________________________________________________________________
 EN0667  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 EN0667  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EN0667
 EN0667  HORZ ORDER  -  SECOND
 EN0667
 EN0667.The horizontal coordinates were established by classical geodetic methods
 EN0667.and adjusted by the National Geodetic Survey in February 1996..
 EN0667
 EN0667.The orthometric height was scaled from a topographic map.
 EN0667
 EN0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0667
 EN0667.The geoid height was determined by GEOID03.
 EN0667
 EN0667;                    North         East     Units Scale Factor Converg.
 EN0667;SPC TX N     - 1,074,446.526   303,052.875   MT  0.99999638   +0 39 05.8
 EN0667;SPC TX N     - 3,525,079.98    994,265.97   sFT  0.99999638   +0 39 05.8
 EN0667;UTM  14      - 3,836,840.760   373,957.092   MT  0.99979581   -0 46 57.2
 EN0667
 EN0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0667!SPC TX N     -   0.99991408  x   0.99999638  =   0.99991046
 EN0667!UTM  14      -   0.99991408  x   0.99979581  =   0.99970991
 EN0667
 EN0667|---------------------------------------------------------------------|
 EN0667| PID    Reference Object                     Distance      Geod. Az  |
 EN0667|                                                           dddmmss.s |
 EN0667| CX6970 COLLINS RM 1                          8.468 METERS 06239     |
 EN0667| CX6969 COLLINS AZ MK                                      2683041.0 |
 EN0667| CX6971 COLLINS RM 2                          7.941 METERS 26938     |
 EN0667|---------------------------------------------------------------------|
 EN0667
 EN0667                          SUPERSEDED SURVEY CONTROL
 EN0667
 EN0667  NAD 83(1993)-  34 39 56.79694(N)    100 22 32.33923(W) AD(       ) 2
 EN0667  NAD 83(1986)-  34 39 56.80226(N)    100 22 32.33139(W) AD(       ) 2
 EN0667  NAD 27      -  34 39 56.59976(N)    100 22 30.89850(W) AD(       ) 2
 EN0667
 EN0667.Superseded values are not recommended for survey control.
 EN0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0667.See file dsdata.txt to determine how the superseded data were derived.
 EN0667
 EN0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7395736841(NAD 83)
 EN0667_MARKER: DS = TRIANGULATION STATION DISK
 EN0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0667
 EN0667  HISTORY     - Date     Condition        Report By
 EN0667  HISTORY     - 1967     MONUMENTED       CGS
 EN0667
 EN0667                          STATION DESCRIPTION
 EN0667
 EN0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0667'THE STATION IS ABOUT 16 MILES SOUTH-SOUTHWEST OF WELLINGTON, 9-1/2
 EN0667'MILES NORTH-NORTHEAST OF ESTELLINE AND 10-1/4 MILES EAST-SOUTHEAST
 EN0667'OF MEMPHIS.  ON THE HIGHEST POINT OF A PROMINENT RIDGE AND ON LAND
 EN0667'OWNED BY CLYDE COLLINS WHO RESIDES IN MEMPHIS, TEXAS.
 EN0667'
 EN0667'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 287 AND
 EN0667'3.3 MILES TO FARM ROAD 1619.  TURN RIGHT ON FARM ROAD 1619 PASSING
 EN0667'THROUGH THE SETTLEMENT OF NEWLIN AND GO EAST AND NORTH FOR 8.5
 EN0667'MILES TO A GRADED DIRT ROAD ON THE RIGHT WHERE FARM ROAD 1619 TURNS
 EN0667'TO THE WEST, TURN SHARP RIGHT AND GO EAST ON A GRADED ROAD FOR 1.1
 EN0667'MILES, TURN RIGHT AND GO SOUTH AND EAST ON A DIRT ROAD FOR 0.65
 EN0667'MILE TO A WINDMILL AND THE END OF THE DIRT ROAD.  CONTINUE EAST,
 EN0667'PASSING TO THE LEFT OF THE WINDMILL FOR ABOUT 50 YARDS TO A GATE
 EN0667'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON A TRACK ROAD
 EN0667'ALONG THE NORTH SIDE OF A FENCE FOR 0.3 MILE TO THE SUMMIT OF
 EN0667'THE RIDGE AND THE STATION.
 EN0667'
 EN0667'THE STATION MARK IS A STANDARD DISK, STAMPED COLLINS 1967, SET IN THE
 EN0667'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0667'3 INCHES ABOVE THE GROUND.  IT IS 18 FEET SOUTH OF THE CENTERLINE
 EN0667'OF THE TRACK ROAD, 7.8 FEET SOUTH OF THE FENCE AND 4.5 FEET NORTH
 EN0667'OF A WITNESS POST.
 EN0667'
 EN0667'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLLINS NO 1 1967, SET
 EN0667'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0667'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 27.7 FEET NORTHEAST OF
 EN0667'THE WITNESS POST, 12 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 EN0667'ROAD, 1.5 FEET SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS
 EN0667'THE STATION.
 EN0667'
 EN0667'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLLINS NO 2 1967, SET
 EN0667'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0667'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 28.5 FEET WEST OF THE
 EN0667'WITNESS POST, 12 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD,
 EN0667'1.0 FEET SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 EN0667'STATION.
 EN0667'
 EN0667'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COLLINS 1967, SET IN
 EN0667'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER THAT
 EN0667'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 11.6 FEET SOUTH OF A
 EN0667'TRACK ROAD, 3.6 FEET NORTHWEST OF A WITNESS POST AND 1.5 FEET
 EN0667'NORTH OF A FENCE.
 EN0667'
 EN0667'NOTE--THE UNDERGROUND MARK IS 36 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0879 ***********************************************************************
 FM0879  DESIGNATION -  COLLINS
 FM0879  PID         -  FM0879
 FM0879  STATE/COUNTY-  TX/HARTLEY
 FM0879  USGS QUAD   -  HARTLEY SW (1972)
 FM0879
 FM0879                         *CURRENT SURVEY CONTROL
 FM0879  ___________________________________________________________________
 FM0879* NAD 83(1993)-  35 46 40.55993(N)    102 26 42.76069(W)     ADJUSTED  
 FM0879* NAVD 88     -      1173.     (meters)    3848.     (feet)  VERTCON   
 FM0879  ___________________________________________________________________
 FM0879  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 FM0879  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 FM0879
 FM0879  HORZ ORDER  -  THIRD
 FM0879
 FM0879.The horizontal coordinates were established by classical geodetic methods
 FM0879.and adjusted by the National Geodetic Survey in February 1996..
 FM0879
 FM0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0879
 FM0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0879
 FM0879.The geoid height was determined by GEOID03.
 FM0879
 FM0879;                    North         East     Units Scale Factor Converg.
 FM0879;SPC TX N     - 1,197,648.487   114,545.212   MT  0.99993056   -0 32 52.0
 FM0879;SPC TX N     - 3,929,285.08    375,803.75   sFT  0.99993056   -0 32 52.0
 FM0879;UTM  13      - 3,962,329.632   730,925.253   MT  1.00025716   +1 29 39.5
 FM0879
 FM0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0879!SPC TX N     -   0.99981997  x   0.99993056  =   0.99975054
 FM0879!UTM  13      -   0.99981997  x   1.00025716  =   1.00007708
 FM0879
 FM0879|---------------------------------------------------------------------|
 FM0879| PID    Reference Object                     Distance      Geod. Az  |
 FM0879|                                                           dddmmss.s |
 FM0879| CJ6951 COLLINS RM 1                         16.754 METERS 01828     |
 FM0879| CJ6952 COLLINS RM 2                         10.552 METERS 08304     |
 FM0879| CJ6950 COLLINS AZ MK                                      0902522.0 |
 FM0879|---------------------------------------------------------------------|
 FM0879
 FM0879                          SUPERSEDED SURVEY CONTROL
 FM0879
 FM0879  NAD 83(1993)-  35 46 40.56025(N)    102 26 42.75933(W) AD(       ) 3
 FM0879  NAD 83(1993)-  35 46 40.56796(N)    102 26 42.75122(W) AD(       ) 3
 FM0879  NAD 83(1986)-  35 46 40.56803(N)    102 26 42.75136(W) AD(       ) 3
 FM0879  NAD 27      -  35 46 40.42300(N)    102 26 41.03600(W) AD(       ) 3
 FM0879  NGVD 29 (07/19/86) 1172.     (m)         3845.     (f) VERT ANG       
 FM0879
 FM0879.Superseded values are not recommended for survey control.
 FM0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0879.See file dsdata.txt to determine how the superseded data were derived.
 FM0879
 FM0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3092562330(NAD 83)
 FM0879_MARKER: DS = TRIANGULATION STATION DISK
 FM0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0879_STAMPING: COLLINS 1953
 FM0879_MARK LOGO: NGS   
 FM0879_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0879+STABILITY: SURFACE MOTION
 FM0879
 FM0879  HISTORY     - Date     Condition        Report By
 FM0879  HISTORY     - 1953     MONUMENTED       CGS
 FM0879  HISTORY     - 20000307 GOOD             TXDOT
 FM0879
 FM0879                          STATION DESCRIPTION
 FM0879
 FM0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0879'THE STATION IS LOCATED AIRLINE ABOUT 8 MILES SOUTHWEST OF
 FM0879'HARTLEY AND ABOUT 9 MILES NORTHWEST OF CHANNING ALONG THE SOUTH
 FM0879'SIDE OF AN EAST-WEST GRADED ROAD IN PASTURE LAND.
 FM0879'
 FM0879'THE STATION IS A STANDARD DISK STAMPED COLLINS 1953 SET IN
 FM0879'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FM0879'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 25-1/2-FEET SOUTH OF
 FM0879'THE CENTER LINE OF A GRADED ROAD, 8 FEET SOUTHWEST OF A WHITE
 FM0879'WITNESS POST, AND 14 FEET SOUTHWEST OF A POWER LINE POLE WITH A
 FM0879'TRIANGULAR BLAZE.
 FM0879'
 FM0879'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COLLINS NO
 FM0879'1 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FM0879'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT THE
 FM0879'SAME ELEVATION AS THE STATION.  IT IS 29 FEET NORTH OF THE
 FM0879'CENTER LINE OF A GRADED ROAD.
 FM0879'
 FM0879'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COLLINS
 FM0879'NO 2 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FM0879'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT
 FM0879'THE SAME ELEVATION AS THE STATION.  IT IS 22 FEET SOUTH OF THE
 FM0879'CENTER LINE OF A GRADED ROAD, 20 FEET EAST OF A POWER LINE
 FM0879'POLE WITH A TRIANGULAR BLAZE, AND IS DIRECTLY UNDER A POWER
 FM0879'LINE.
 FM0879'
 FM0879'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COLLINS 1953 SET
 FM0879'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FM0879'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 6 FEET EAST-SOUTHEAST
 FM0879'OF A POWER LINE POLE AND 23 FEET SOUTH OF THE CENTER LINE OF
 FM0879'A GRADED ROAD.
 FM0879'
 FM0879'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51,
 FM0879'354, AND 767 IN CHANNING, GO WEST ON STATE HIGHWAY 767 FOR 4.45
 FM0879'MILES.  TURN RIGHT AND FOLLOW THE GRADED SIDE ROAD NORTH
 FM0879'FOR 4.0 MILES.  TURN LEFT AND FOLLOW THE GRADED ROAD WEST
 FM0879'FOR 1.0 MILE.  TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A CROSS
 FM0879'ROAD.  TURN LEFT AND GO WEST ON THE GRADED ROAD FOR 1.0 MILE
 FM0879'TO A CATTLE GUARD.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE
 FM0879'TO A POWER LINE POLE ON THE LEFT, SOUTH, AND THE AZIMUTH
 FM0879'MARK.  CONTINUE WEST ON THE GRADED ROAD FOR 0.4 MILE TO A
 FM0879'POWER LINE POLE WITH A TRIANGULAR BLAZE, A WHITE WITNESS
 FM0879'POST, AND THE STATION.
 FM0879
 FM0879                          STATION RECOVERY (2000)
 FM0879
 FM0879'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 FM0879'STATION, RM NO 1, AND RM NO 2 RECOVERED IN GOOD CONDITION.  NO DATA
 FM0879'SHEET AVAILABLE, AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3098 ***********************************************************************
 AW3098  DESIGNATION -  COLLINS AZ RESET 1951
 AW3098  PID         -  AW3098
 AW3098  STATE/COUNTY-  TX/CHAMBERS
 AW3098  USGS QUAD   -  ANAHUAC (1993)
 AW3098
 AW3098                         *CURRENT SURVEY CONTROL
 AW3098  ___________________________________________________________________
 AW3098* NAD 83(1986)-  29 51 59.     (N)    094 41 50.     (W)     SCALED    
 AW3098* NAVD 88     -         8.15   (+/-2cm)      26.7    (feet)  VERTCON   
 AW3098  ___________________________________________________________________
 AW3098  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3098
 AW3098  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3098
 AW3098.The horizontal coordinates were scaled from a topographic map and have
 AW3098.an estimated accuracy of +/- 6 seconds.
 AW3098
 AW3098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3098.The vertical order pertains to the NGVD 29 superseded value.
 AW3098
 AW3098.The geoid height was determined by GEOID03.
 AW3098
 AW3098;                    North         East    Units  Estimated Accuracy
 AW3098;SPC TXSC     - 4,232,970.    1,015,580.      MT  (+/- 180 meters Scaled)
 AW3098
 AW3098                          SUPERSEDED SURVEY CONTROL
 AW3098
 AW3098  NGVD 29 (??/??/92)    8.16   (m)           26.8    (f) COMPUTED    1 2
 AW3098
 AW3098.Superseded values are not recommended for survey control.
 AW3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3098.See file dsdata.txt to determine how the superseded data were derived.
 AW3098
 AW3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP360051(NAD 83)
 AW3098_MARKER: DZ = AZIMUTH MARK DISK
 AW3098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3098_STAMPING: COLLINS 1931 RESET 1951
 AW3098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3098+STABILITY: SURFACE MOTION
 AW3098
 AW3098  HISTORY     - Date     Condition        Report By
 AW3098  HISTORY     - 1951     MONUMENTED       CGS
 AW3098  HISTORY     - 1959     GOOD             NGS
 AW3098  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3098  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 AW3098
 AW3098                          STATION DESCRIPTION
 AW3098
 AW3098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3098'9.5 MI N FROM ANAHUAC.
 AW3098'ABOUT 0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE
 AW3098'COURTHOUSE, THENCE ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 61, THENCE
 AW3098'ABOUT 8.4 MILE NORTH ALONG FARM ROAD 563, ON THE OUTSIDE OF A CURVE,
 AW3098'ABOUT 0.3 MILE NORTHEAST OF TRIANGULATION STATION COLLINS, 1931, 41
 AW3098'FEET EAST OF THE CENTER LINE OF THE ROAD, 160 FEET SOUTH OF THE
 AW3098'MISSION MONUMENT, 6 FEET WEST OF FENCE, 1 FOOT SOUTH OF A TELEPHONE
 AW3098'POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 AW3098'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK IS LEANING ABOUT
 AW3098'15 DEG.
 AW3098
 AW3098                          STATION RECOVERY (2004)
 AW3098
 AW3098'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3098'MARK NOT FOUND.
 AW3098
 AW3098                          STATION RECOVERY (2005)
 AW3098
 AW3098'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3099 ***********************************************************************
 AW3099  DESIGNATION -  COLLINS RM 1
 AW3099  PID         -  AW3099
 AW3099  STATE/COUNTY-  TX/CHAMBERS
 AW3099  USGS QUAD   -  ANAHUAC (1993)
 AW3099
 AW3099                         *CURRENT SURVEY CONTROL
 AW3099  ___________________________________________________________________
 AW3099* NAD 83(1986)-  29 51 48.     (N)    094 42 01.     (W)     SCALED    
 AW3099* NAVD 88     -         7.52   (+/-2cm)      24.7    (feet)  VERTCON   
 AW3099  ___________________________________________________________________
 AW3099  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3099
 AW3099  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3099
 AW3099.The horizontal coordinates were scaled from a topographic map and have
 AW3099.an estimated accuracy of +/- 6 seconds.
 AW3099
 AW3099.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3099.The vertical order pertains to the NGVD 29 superseded value.
 AW3099
 AW3099.The geoid height was determined by GEOID03.
 AW3099
 AW3099;                    North         East    Units  Estimated Accuracy
 AW3099;SPC TXSC     - 4,232,620.    1,015,300.      MT  (+/- 180 meters Scaled)
 AW3099
 AW3099                          SUPERSEDED SURVEY CONTROL
 AW3099
 AW3099  NGVD 29 (??/??/92)    7.521  (m)           24.68   (f) ADJ UNCH    1 2
 AW3099
 AW3099.Superseded values are not recommended for survey control.
 AW3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3099.See file dsdata.txt to determine how the superseded data were derived.
 AW3099
 AW3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP357048(NAD 83)
 AW3099_MARKER: DR = REFERENCE MARK DISK
 AW3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3099_STAMPING: COLLINS NO 1 1931 25.046
 AW3099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3099+STABILITY: SURFACE MOTION
 AW3099
 AW3099  HISTORY     - Date     Condition        Report By
 AW3099  HISTORY     - 1931     MONUMENTED       CGS
 AW3099  HISTORY     - 1959     GOOD             NGS
 AW3099
 AW3099                          STATION DESCRIPTION
 AW3099
 AW3099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3099'9.3 MI N FROM ANAHUAC.
 AW3099'ABOUT 0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE
 AW3099'COURTHOUSE AT ANAHUAC, THENCE ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY
 AW3099'61, THENCE ABOUT 8.2 MILES NORTH ALONG FARM ROAD 563, 28 FEET
 AW3099'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE NORTHEAST OF
 AW3099'TRIANGULATION STATION COLLINS 1931, 102 1/2 FEET EAST OF THE EAST
 AW3099'CORNER OF A HOUSE, 13 FEET NORTHWEST OF A FENCE, 7 FEET SOUTHWEST OF
 AW3099'THE MOST SOUTHWESTERLY ONE OF 3 OAK TREES, ABOUT 1 FOOT ABOVE THE
 AW3099'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 AW3099'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3101 ***********************************************************************
 AW3101  DESIGNATION -  COLLINS RM 2
 AW3101  PID         -  AW3101
 AW3101  STATE/COUNTY-  TX/CHAMBERS
 AW3101  USGS QUAD   -  ANAHUAC (1993)
 AW3101
 AW3101                         *CURRENT SURVEY CONTROL
 AW3101  ___________________________________________________________________
 AW3101* NAD 83(1986)-  29 51 48.     (N)    094 42 01.     (W)     SCALED    
 AW3101* NAVD 88     -         7.54   (+/-2cm)      24.7    (feet)  VERTCON   
 AW3101  ___________________________________________________________________
 AW3101  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3101
 AW3101  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3101
 AW3101.The horizontal coordinates were scaled from a topographic map and have
 AW3101.an estimated accuracy of +/- 6 seconds.
 AW3101
 AW3101.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3101.The vertical order pertains to the NGVD 29 superseded value.
 AW3101
 AW3101.The geoid height was determined by GEOID03.
 AW3101
 AW3101;                    North         East    Units  Estimated Accuracy
 AW3101;SPC TXSC     - 4,232,620.    1,015,300.      MT  (+/- 180 meters Scaled)
 AW3101
 AW3101                          SUPERSEDED SURVEY CONTROL
 AW3101
 AW3101  NGVD 29 (??/??/92)    7.545  (m)           24.75   (f) ADJ UNCH    1 2
 AW3101
 AW3101.Superseded values are not recommended for survey control.
 AW3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3101.See file dsdata.txt to determine how the superseded data were derived.
 AW3101
 AW3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP357048(NAD 83)
 AW3101_MARKER: DR = REFERENCE MARK DISK
 AW3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3101_STAMPING: COLLINS NO 2 1931 25.146
 AW3101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3101+STABILITY: SURFACE MOTION
 AW3101
 AW3101  HISTORY     - Date     Condition        Report By
 AW3101  HISTORY     - 1931     MONUMENTED       CGS
 AW3101  HISTORY     - 1959     GOOD             NGS
 AW3101  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3101  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 AW3101
 AW3101                          STATION DESCRIPTION
 AW3101
 AW3101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3101'9.2 MI N FROM ANAHUAC.
 AW3101'ABOUT 0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE
 AW3101'COURTHOUSE AT ANAHUAC, THENCE ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY
 AW3101'61, THENCE ABOUT 8.1 MILE NORTH ALONG FARM ROAD 563, 41 FEET SOUTHEAST
 AW3101'OF THE CENTER LINE OF THE ROAD, 109 FEET SOUTHEAST OF TRIANGULATION
 AW3101'STATION COLLINS 1931, 103 1/2 FEET NORTHEAST OF A FENCE CORNER POST, 1
 AW3101'FOOT NORTHEAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 AW3101'OF A CONCRETE POST PROJECTING 5 INCHES.
 AW3101
 AW3101                          STATION RECOVERY (2004)
 AW3101
 AW3101'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3101'MARK NOT FOUND.
 AW3101
 AW3101                          STATION RECOVERY (2005)
 AW3101
 AW3101'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1254 ***********************************************************************
 DN1254  DESIGNATION -  COLLINSVILLE MUNICIPAL TANK
 DN1254  PID         -  DN1254
 DN1254  STATE/COUNTY-  TX/GRAYSON
 DN1254  USGS QUAD   -  COLLINSVILLE (1982)
 DN1254
 DN1254                         *CURRENT SURVEY CONTROL
 DN1254  ___________________________________________________________________
 DN1254* NAD 83(1993)-  33 33 38.72034(N)    096 54 37.89713(W)     ADJUSTED  
 DN1254* NAVD 88     -                                                        
 DN1254  ___________________________________________________________________
 DN1254  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DN1254  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 DN1254
 DN1254  HORZ ORDER  -  THIRD
 DN1254
 DN1254.The horizontal coordinates were established by classical geodetic methods
 DN1254.and adjusted by the National Geodetic Survey in February 1996..
 DN1254
 DN1254
 DN1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1254
 DN1254.The geoid height was determined by GEOID03.
 DN1254
 DN1254;                    North         East     Units Scale Factor Converg.
 DN1254;SPC TXNC     - 2,211,155.265   747,575.994   MT  0.99991199   +0 52 00.8
 DN1254;SPC TXNC     - 7,254,431.90  2,452,672.24   sFT  0.99991199   +0 52 00.8
 DN1254;UTM  14      - 3,715,410.876   693,962.643   MT  1.00006383   +1 09 19.7
 DN1254
 DN1254                          SUPERSEDED SURVEY CONTROL
 DN1254
 DN1254  NAD 83(1993)-  33 33 38.72112(N)    096 54 37.89367(W) AD(       ) 4
 DN1254  NAD 83(1986)-  33 33 38.72559(N)    096 54 37.88646(W) AD(       ) 4
 DN1254  NAD 27      -  33 33 38.32000(N)    096 54 36.87800(W) AD(       ) 3
 DN1254
 DN1254.Superseded values are not recommended for survey control.
 DN1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1254.See file dsdata.txt to determine how the superseded data were derived.
 DN1254
 DN1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9396315411(NAD 83)
 DN1254_MARKER: 53 = ELEVATED TANK
 DN1254
 DN1254  HISTORY     - Date     Condition        Report By
 DN1254  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1254  HISTORY     - 19990213 GOOD             USPSQD
 DN1254
 DN1254                          STATION DESCRIPTION
 DN1254
 DN1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1254'THE STATION IS LOCATED NEAR THE CENTER OF COLLINSVILLE.
 DN1254'
 DN1254'THE TANK HAS A CONICAL ROOF WITH A BALL AT THE APEX, IS
 DN1254'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL
 DN1254'HEIGHT OF 125 FEET.
 DN1254'
 DN1254'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 DN1254
 DN1254                          STATION RECOVERY (1999)
 DN1254
 DN1254'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1174 ***********************************************************************
 CA1174  DESIGNATION -  COLOR
 CA1174  PID         -  CA1174
 CA1174  STATE/COUNTY-  TX/RUNNELS
 CA1174  USGS QUAD   -  CONCHO (1987)
 CA1174
 CA1174                         *CURRENT SURVEY CONTROL
 CA1174  ___________________________________________________________________
 CA1174* NAD 83(1993)-  31 34 50.29628(N)    099 47 10.01921(W)     ADJUSTED  
 CA1174* NAVD 88     -       508.5    (meters)    1668.     (feet)  VERTCON   
 CA1174  ___________________________________________________________________
 CA1174  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CA1174  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 CA1174
 CA1174  HORZ ORDER  -  SECOND
 CA1174
 CA1174.The horizontal coordinates were established by classical geodetic methods
 CA1174.and adjusted by the National Geodetic Survey in February 1996..
 CA1174
 CA1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1174
 CA1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1174
 CA1174.The geoid height was determined by GEOID03.
 CA1174
 CA1174;                    North         East     Units Scale Factor Converg.
 CA1174;SPC TX C     - 3,212,305.736   751,938.500   MT  0.99993270   +0 16 54.7
 CA1174;SPC TX C     -10,539,039.74  2,466,984.90   sFT  0.99993270   +0 16 54.7
 CA1174;UTM  14      - 3,494,222.084   425,410.066   MT  0.99966862   -0 24 42.1
 CA1174
 CA1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1174!SPC TX C     -   0.99992409  x   0.99993270  =   0.99985679
 CA1174!UTM  14      -   0.99992409  x   0.99966862  =   0.99959273
 CA1174
 CA1174|---------------------------------------------------------------------|
 CA1174| PID    Reference Object                     Distance      Geod. Az  |
 CA1174|                                                           dddmmss.s |
 CA1174| CV4602 COLOR RM 1                           14.128 METERS 25337     |
 CA1174| CA1176 FUZZY                               APPROX.11.4 KM 2860641.7 |
 CA1174| CV4603 COLOR RM 2                           14.552 METERS 34134     |
 CA1174|---------------------------------------------------------------------|
 CA1174
 CA1174                          SUPERSEDED SURVEY CONTROL
 CA1174
 CA1174  NAD 83(1986)-  31 34 50.30354(N)    099 47 10.00490(W) AD(       ) 2
 CA1174  NAD 27      -  31 34 49.74557(N)    099 47 08.73505(W) AD(       ) 2
 CA1174  NGVD 29 (07/19/86)  508.4    (m)         1668.     (f) VERT ANG       
 CA1174
 CA1174.Superseded values are not recommended for survey control.
 CA1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1174.See file dsdata.txt to determine how the superseded data were derived.
 CA1174
 CA1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2541094222(NAD 83)
 CA1174_MARKER: DD = SURVEY DISK
 CA1174_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1174+WITH SETTING: INFORMATION.
 CA1174_SP_SET: PREFABRICATED CONCRETE POST
 CA1174
 CA1174  HISTORY     - Date     Condition        Report By
 CA1174  HISTORY     - 1967     MONUMENTED       USGS
 CA1174
 CA1174                          STATION DESCRIPTION
 CA1174
 CA1174'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IB)
 CA1174'THE STATION IS LOCATED 11.0 MILES SOUTH AND 9.4 MILES EAST
 CA1174'OF BALLINGER, 3.1 MILES NORTH AND 1.5 MILES EAST OF CONCHO, 1.1
 CA1174'MILES SOUTH OF THE COLORADO RIVER.  ON THE PROPERTY OF S.C.
 CA1174'HENDRICKS, NEAR THE NORTH END OF A LOW BRUSHY RIDGE, 6 FEET
 CA1174'NORTH OF A STEEL WITNESS POST.
 CA1174'
 CA1174'TO REACH FROM BALLINGER, PROCEED SOUTH ON U.S. HIGHWAY 83
 CA1174'FROM THE RUNNELS COUNTY COURT HOUSE FOR 6.2 MILES TO THE JUNCTION
 CA1174'OF U.S. 83 AND FARM ROAD 2406.  FOLLOW EAST ALONG FARM ROAD
 CA1174'2406 AND CONTINUE PAST ITS END ON CALICHE ROAD TO A ROAD
 CA1174'Y AT 3.7 MILES.  CONTINUE SOUTHEAST FOR 0.8 MILE TO A ROAD
 CA1174'FORK.  FOLLOW RIGHT FORK FOR 0.8 MILE, TURN RIGHT AND CONTINUE
 CA1174'ON CALICHE ROAD FOR 3.7 MILES SOUTH AND SOUTHEAST TO A ROAD
 CA1174'BEND AND CATTLEGUARD TO EAST.  CROSS CATTLEGUARD AND FOLLOW
 CA1174'RANCH DRIVEWWAY FOR 2.8 MILES TO THE SECOND SET OF BUILDINGS,
 CA1174'THEN CONTINUE SOUTH THROUGH BARN YARD AND TWO WOODEN GATES.
 CA1174'CONTINUE ON TRACK ROAD FOR 0.65 MILE, TAKING LEFT FORK AT
 CA1174'0.2 MILE AND RIGHT FORK AT 0.3 MILE, TO AN OLD NORTH-SOUTH
 CA1174'FENCE.  TURN LEFT (NORTH) CROSS COUNTRY FOR 0.15 MILE TO
 CA1174'THE HIGHEST PART OF THE HILL AND THE STATION SITE.
 CA1174'
 CA1174'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1174'STEEL ROD AND DRIVEN TO REFUSAL (9.5 FEET), CENTERED IN A
 CA1174'6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1174'GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CA1174'COLOR ET 1967.
 CA1174'
 CA1174'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1174'CRIMPED TO A COPPER COATED STEEL ROD AND DRIVEN TO REFUSAL
 CA1174'(9.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING
 CA1174'12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH
 CA1174'WITH GROUND AND STAMPED COLOR ET 1967 NO. 1.
 CA1174'
 CA1174'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1174'CRIMPED TO A COPPER COATED STEEL ROD AND DRIVEN TO REFUSAL
 CA1174'(10.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING,
 CA1174'12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH
 CA1174'WITH GROUND AND STAMPED COLOR ET 1967 NO. 2.
 CA1174'
 CA1174'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 65.35 FEET (19.916
 CA1174'METERS).
 CA1174'
 CA1174'STATION FUZZY ET, 7.0 MILES WEST NORTHWEST, IS VISIBLE
 CA1174'FROM THE GROUND AND SERVES AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1560 ***********************************************************************
 AB1560  DESIGNATION -  COLORADO
 AB1560  PID         -  AB1560
 AB1560  STATE/COUNTY-  TX/CAMERON
 AB1560  USGS QUAD   -  THREE ISLANDS (1983)
 AB1560
 AB1560                         *CURRENT SURVEY CONTROL
 AB1560  ___________________________________________________________________
 AB1560* NAD 83(1993)-  26 21 59.47656(N)    097 20 30.96083(W)     ADJUSTED  
 AB1560* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AB1560  ___________________________________________________________________
 AB1560  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 AB1560  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AB1560
 AB1560  HORZ ORDER  -  THIRD
 AB1560
 AB1560.The horizontal coordinates were established by classical geodetic methods
 AB1560.and adjusted by the National Geodetic Survey in February 1996..
 AB1560
 AB1560.The orthometric height was scaled from a topographic map.
 AB1560
 AB1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1560
 AB1560.The geoid height was determined by GEOID03.
 AB1560
 AB1560;                    North         East     Units Scale Factor Converg.
 AB1560;SPC TX S     - 5,078,069.621   415,574.067   MT  0.99995567   +0 31 32.8
 AB1560;SPC TX S     -16,660,300.08  1,363,429.25   sFT  0.99995567   +0 31 32.8
 AB1560;UTM  14      - 2,917,338.042   665,431.197   MT  0.99993790   +0 44 11.5
 AB1560
 AB1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1560!SPC TX S     -   1.00000241  x   0.99995567  =   0.99995808
 AB1560!UTM  14      -   1.00000241  x   0.99993790  =   0.99994031
 AB1560
 AB1560|---------------------------------------------------------------------|
 AB1560| PID    Reference Object                     Distance      Geod. Az  |
 AB1560|                                                           dddmmss.s |
 AB1560| CV3057 COLORADO RM                          14.620 METERS 24502     |
 AB1560| AB1571 WATER                               APPROX. 5.1 KM 2615857.3 |
 AB1560|---------------------------------------------------------------------|
 AB1560
 AB1560                          SUPERSEDED SURVEY CONTROL
 AB1560
 AB1560  NAD 83(1986)-  26 21 59.49171(N)    097 20 30.92148(W) AD(       ) 3
 AB1560  NAD 27      -  26 21 58.23200(N)    097 20 30.00000(W) AD(       ) 3
 AB1560
 AB1560.Superseded values are not recommended for survey control.
 AB1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1560.See file dsdata.txt to determine how the superseded data were derived.
 AB1560
 AB1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6543117338(NAD 83)
 AB1560_MARKER: DS = TRIANGULATION STATION DISK
 AB1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1560_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1560
 AB1560  HISTORY     - Date     Condition        Report By
 AB1560  HISTORY     - 1879     MONUMENTED       CGS
 AB1560  HISTORY     - 1931     GOOD             USE
 AB1560  HISTORY     - 1938     MARK NOT FOUND   CGS
 AB1560  HISTORY     - 1940     GOOD             LOCENG
 AB1560  HISTORY     - 1950     GOOD             CGS
 AB1560
 AB1560                          STATION DESCRIPTION
 AB1560
 AB1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (REH)
 AB1560'ON THE WESTERN SIDE OF LAGUNA MADRE, ON A HIGH ISLAND SSE
 AB1560'FROM GREEN ISLAND.  IN 1913 A LARGE HOLE 5 FEET AND 4 INCHES
 AB1560'IN DIAMETER WAS DUG TO THE SE OF THE STATION WHILE SEARCH
 AB1560'WAS MADE FOR THE STATION.  THIS HOLE WILL PROBABLY REMAIN AS
 AB1560'IT IS FOR SOME TIME.  ITS CENTER IS ABOUT 1.9 METERS (6.2 FEET)
 AB1560'FROM THE STATION AND BEARS S 40 DEG E.  THE STATION IS KNOWN
 AB1560'TO THE NATIVES AS MORRO ISLAND.  THE OLD STATION MARKS OF 1879
 AB1560'WERE FOUND AND USED IN 1913.  THE STATION WAS RE-MARKED BY
 AB1560'A CEMENT POST WHICH IS 2-1/2 FEET LONG AND 7-1/2 INCHES IN
 AB1560'DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD DISK STATION
 AB1560'MARK IS SET INTO THE CENTER OF THE TOP OF THE POST.  THE
 AB1560'SUB-SURFACE MARK IS A PIECE OF LEAD OR COPPER SET INTO A
 AB1560'PIECE OF CORRAL ROCK.  SIX INCHES OF SAND OR EARTH
 AB1560'SEPARATES THE SURFACE AND SUB-SURFACE MARKS.  THE TOP OF
 AB1560'THE SURFACE MARK PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT
 AB1560'IS 25 FEET ABOVE HIGH-WATER MARK AND 5 METERS (16 FEET)
 AB1560'FROM A STEEP E BANK, 27 METERS (89 FEET) FROM THE W
 AB1560'BANK, AND 30 METERS (98 FEET) FROM THE N BANK.
 AB1560'
 AB1560'THE REFERENCE MARK IS A CEMENT POST 2-1/2 FEET LONG AND 7-1/2
 AB1560'INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD
 AB1560'DISK REFERENCE MARK IS SET INTO THE TOP OF THE POST.  THE
 AB1560'TABLET HAS AN ARROW WHICH POINTS TOWARD THE STATION.  THE
 AB1560'TOP OF THE CEMENT POST IS ABOUT 6 INCHES ABOVE THE GROUND,
 AB1560'AND IS DISTANT 14.62 METERS (48.0 FEET) FROM THE STATION
 AB1560'S 65 DEG 02 MIN W.  IT IS 20 METERS (66 FEET)
 AB1560'FROM THE E AND 12 METERS (39 FEET) FROM THE W BANK OF THE
 AB1560'ISLAND.
 AB1560
 AB1560                          STATION RECOVERY (1931)
 AB1560
 AB1560'RECOVERY NOTE BY US ENGINEERS 1931
 AB1560'THE MARK WAS IN GOOD CONDITION.  NO LETERS OR NUMBERS WERE
 AB1560'FOUND STAMPED ON IT.
 AB1560
 AB1560                          STATION RECOVERY (1938)
 AB1560
 AB1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1560'THE STATION IS DESTROYED.  THE REFERENCE MARK WAS RECOVERED IN
 AB1560'GOOD CONDITION.  ABOUT 21-1/2 MILES N OF PORT ISABEL, ABOUT
 AB1560'2 MILES SW OF GREEN ISLAND, ON MORO ISLAND IN LAGUNA MADRE,
 AB1560'AND ABOUT 1/2 MILE N OF THE ARROYO COLORADO CHANNEL.  THE MARK
 AB1560'IS ABOUT AT THE CENTER OF THE HIGHEST PART OF THE ISLAND.
 AB1560'THE ISLAND IS FLAT ON TOP WITH ALMOST VERTICAL BANKS ON ALL
 AB1560'SIDES ABOUT 12 FEET HIGH.  THE MARK IS 100 FEET N OF THE S
 AB1560'BANK, 85 FEET S OF THE N BANK, 36 FEET W OF THE E BANK,
 AB1560'AND 35 FEET E OF THE W BANK.  IT IS A STANDARD UNSTAMPED
 AB1560'DISK IN TOP OF A CONCRETE POST 6 INCHES IN DIAMETER AND
 AB1560'PROJECTING 6 INCHES.  THE TOP OF THE ISLAND IS COVERED WITH A
 AB1560'THICK GROWTH OF CACTUS, SPANISH DEGREES AND GRASS.
 AB1560'
 AB1560'THE HIGH BANKS OF THE ISLAND ARE BADELY WASHED AWAY ON ALL
 AB1560'SIDES, MOSTLY ON THE E SIDE.  THE SURFACE STATION MARK WAS
 AB1560'FOUND ON THE BEACH ABOUT 90 FEET N OF THE HIGH BANK ON THE
 AB1560'N SIDE OF THE ISLAND AND ABOUT 175 FEET N OF THE REFERENCE MARK.
 AB1560'THE SUB-SURFACE MARK COULD NOT BE FOUND.  THE PRESENT BANK
 AB1560'IS 12.2 METERS FROM THE REFERENCE MARK IN THE DIRECTION OF THE
 AB1560'STATION.
 AB1560'
 AB1560'THE STATION CAN BE REACHED ONLY BY BOAT FROM PORT ISABEL.
 AB1560
 AB1560                          STATION RECOVERY (1940)
 AB1560
 AB1560'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (WLH)
 AB1560'FROM LETTER--W.L. HARRELL, MARSHALL FORD DAM, TEXAS, 7/3/40.
 AB1560'
 AB1560'STATION IS HANDY AND USEFUL TO LOCAL SURVEYORS
 AB1560
 AB1560                          STATION RECOVERY (1950)
 AB1560
 AB1560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1560'REFERENCE MARK RECOVERED IN GOOD CONDITION.  DESCRIPTION
 AB1560'BY G.C.M., 1938, ADEQUATE AND COMPLETE WITH THE FOLLOWING
 AB1560'CHANGE IN THE LAST PARAGRAPH--
 AB1560'
 AB1560'THE SITE CAN BE REACHED BY DRIVING AN AUTOMOBILE OR TRUCK
 AB1560'TO THE HARLINGEN BOAT CHANNEL, THENCE BY BOAT ACROSS THE CHANNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1569 ***********************************************************************
 AB1569  DESIGNATION -  COLORADO
 AB1569  PID         -  AB1569
 AB1569  STATE/COUNTY-  TX/CAMERON
 AB1569  USGS QUAD   -  LA LEONA (1982)
 AB1569
 AB1569                         *CURRENT SURVEY CONTROL
 AB1569  ___________________________________________________________________
 AB1569* NAD 83(1993)-  26 19 27.73337(N)    097 27 14.40070(W)     ADJUSTED  
 AB1569* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1569  ___________________________________________________________________
 AB1569  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 AB1569  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AB1569
 AB1569  HORZ ORDER  -  THIRD
 AB1569
 AB1569.The horizontal coordinates were established by classical geodetic methods
 AB1569.and adjusted by the National Geodetic Survey in February 1996..
 AB1569
 AB1569.The orthometric height was scaled from a topographic map.
 AB1569
 AB1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1569
 AB1569.The geoid height was determined by GEOID03.
 AB1569
 AB1569;                    North         East     Units Scale Factor Converg.
 AB1569;SPC TX S     - 5,073,302.268   404,428.885   MT  0.99996402   +0 28 29.6
 AB1569;SPC TX S     -16,644,659.19  1,326,863.77   sFT  0.99996402   +0 28 29.6
 AB1569;UTM  14      - 2,912,529.933   654,304.120   MT  0.99989397   +0 41 08.6
 AB1569
 AB1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1569!SPC TX S     -   1.00000322  x   0.99996402  =   0.99996724
 AB1569!UTM  14      -   1.00000322  x   0.99989397  =   0.99989719
 AB1569
 AB1569:                Primary Azimuth Mark                     Grid Az
 AB1569:SPC TX S     -  COLORADO AZ MK                           084 37 10.6
 AB1569:UTM  14      -  COLORADO AZ MK                           084 24 31.6
 AB1569
 AB1569|---------------------------------------------------------------------|
 AB1569| PID    Reference Object                     Distance      Geod. Az  |
 AB1569|                                                           dddmmss.s |
 AB1569| CV3058 COLORADO AZ MK                                     0850540.2 |
 AB1569| CV3059 COLORADO RM 1                        18.873 METERS 10256     |
 AB1569| CV3060 COLORADO RM 2                        19.413 METERS 19202     |
 AB1569|---------------------------------------------------------------------|
 AB1569
 AB1569                          SUPERSEDED SURVEY CONTROL
 AB1569
 AB1569  NAD 83(1986)-  26 19 27.74675(N)    097 27 14.36129(W) AD(       ) 3
 AB1569  NAD 27      -  26 19 26.49000(N)    097 27 13.42400(W) AD(       ) 3
 AB1569
 AB1569.Superseded values are not recommended for survey control.
 AB1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1569.See file dsdata.txt to determine how the superseded data were derived.
 AB1569
 AB1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5430412530(NAD 83)
 AB1569_MARKER: DS = TRIANGULATION STATION DISK
 AB1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1569
 AB1569  HISTORY     - Date     Condition        Report By
 AB1569  HISTORY     - 1949     MONUMENTED       CGS
 AB1569  HISTORY     - 1949     GOOD             CGS
 AB1569  HISTORY     - 1959     MARK NOT FOUND   CGS
 AB1569  HISTORY     - 19910614 MARK NOT FOUND   USPSQD
 AB1569
 AB1569                          STATION DESCRIPTION
 AB1569
 AB1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1569'THE STATION IS LOCATED ABOUT 17.5 MILES NORTH OF LOS FRESNOS
 AB1569'AND 10.0 MILES NORTHEAST OF RIO HONDO ON THE SOUTH BANK OF
 AB1569'ARROYO COLORADO.  IT IS 62 FEET EAST-NORTHEAST OF ROAD
 AB1569'INTERSECTION, 28 FEET NORTH OF EAST-WEST ROAD, 12 FEET SOUTH
 AB1569'OF THE SOUTH BANK OF ARROYO COLORADO AND 2 FEET SOUTH OF
 AB1569'WITNESS POST.  IT IS STAMPED COLORADO 1949 AND PROJECTS
 AB1569'1 INCH.
 AB1569'
 AB1569'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 30
 AB1569'FEET NORTH OF THE CENTER OF EAST-WEST ROAD AND 10 FEET SOUTH
 AB1569'OF THE SOUTH BANK OF ARROYO COLORADO.  IT IS STAMPED COLORADO
 AB1569'NO 1 1949 AND PROJECTS 3 INCHES.
 AB1569'
 AB1569'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, 36
 AB1569'FEET SOUTH OF THE CENTER OF EAST-WEST ROAD AND 6 FEET EAST
 AB1569'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED COLORADO NO 2 1949
 AB1569'AND PROJECTS 2 INCHES.
 AB1569'
 AB1569'THE AZIMUTH MARK IS EAST OF THE STATION, 30 FEET SOUTHEAST
 AB1569'OF THE CENTER OF ROAD, 6 FEET NORTH OF EAST-WEST FENCE
 AB1569'LINE AND 1 FOOT WEST OF WITNESS POST.  IT IS STAMPED COLORADO
 AB1569'1949 AND PROJECTS 5 INCHES.
 AB1569'
 AB1569'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRADED
 AB1569'ROAD FOR 0.6 MILE TO MARK ON THE RIGHT AS DESCRIBED.
 AB1569'
 AB1569'TO REACH THE STATION FROM RAILROAD STATION IN RIO HONDO, GO
 AB1569'EAST ON STATE HIGHWAY 345 FOR 0.6 MILE TO FORKS, TAKE RIGHT
 AB1569'FORK AND GO SOUTH FOR 0.05 MILE TO T-ROAD LEFT, TURN LEFT
 AB1569'AND GO EAST ON FARM ROUTE 106 FOR 2.3 MILES TO WHERE FARM
 AB1569'ROUTE 106 TURNS NORTH, CONTINUE EAST ON SURFACED ROAD FOR
 AB1569'4.5 MILES TO CROSSROADS AT SIGN R.C. SMITH RANCH 5 MILES,
 AB1569'TURN LEFT AND GO NORTH ON GRADED ROAD FOR 7.5 MILES TO WHERE
 AB1569'MAIN ROAD TURNS RIGHT AT ARROYO COLORADO AND STATION IN
 AB1569'NORTHEAST ANGLE AS DESCRIBED.
 AB1569'
 AB1569'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AB1569
 AB1569                          STATION RECOVERY (1949)
 AB1569
 AB1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1569'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN
 AB1569'GOOD CONDITION.  THE 1949 DESCRIPTION BY R.L. ENGDAHL IS
 AB1569'ADEQUATE AND COMPLETE.
 AB1569
 AB1569                          STATION RECOVERY (1959)
 AB1569
 AB1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WLF)
 AB1569'STATION HAS BEEN DESTROYED ALONG WITH REFERENCE MARK 2 IN
 AB1569'THE CONSTRUCTION OF A FISHING PIER.  A FISHING RESORT CAMP
 AB1569'HAS BEEN BUILT EAST ALONG THE ARROYA FROM THIS POINT.
 AB1569'
 AB1569'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 AB1569'
 AB1569'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 AB1569'
 AB1569'IN THE DESCRIPTION TO REACH WHERE 106 TURNS NORTH, CONTINUE
 AB1569'EAST ON 803 1.8 MILES WHERE 803 TURNS SOUTH AND THE PAVEMENT
 AB1569'EAST BECOMES 2358 WHICH TURNS NORTH 2.8 MILES LATER AND
 AB1569'CONTINUES TO THE ARROYA WHERE THE FISHING RESORT IS NOW
 AB1569'LOCATED.
 AB1569
 AB1569                          STATION RECOVERY (1991)
 AB1569
 AB1569'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1637 ***********************************************************************
 AE1637  DESIGNATION -  COLORADO
 AE1637  PID         -  AE1637
 AE1637  STATE/COUNTY-  TX/JIM HOGG
 AE1637  USGS QUAD   -  GUERRA (1983)
 AE1637
 AE1637                         *CURRENT SURVEY CONTROL
 AE1637  ___________________________________________________________________
 AE1637* NAD 83(1993)-  26 59 24.04407(N)    098 54 07.31724(W)     ADJUSTED  
 AE1637* NAVD 88     -       178.1    (meters)     584.     (feet)  VERTCON   
 AE1637  ___________________________________________________________________
 AE1637  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AE1637  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AE1637
 AE1637  HORZ ORDER  -  FIRST
 AE1637
 AE1637.The horizontal coordinates were established by classical geodetic methods
 AE1637.and adjusted by the National Geodetic Survey in February 1996..
 AE1637
 AE1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1637
 AE1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1637
 AE1637.The geoid height was determined by GEOID03.
 AE1637
 AE1637;                    North         East     Units Scale Factor Converg.
 AE1637;SPC TX S     - 5,146,678.914   260,097.042   MT  0.99989481   -0 10 57.1
 AE1637;SPC TX S     -16,885,395.74    853,335.05   sFT  0.99989481   -0 10 57.1
 AE1637;UTM  14      - 2,985,332.779   509,720.719   MT  0.99960117   +0 02 40.1
 AE1637
 AE1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1637!SPC TX S     -   0.99997583  x   0.99989481  =   0.99987064
 AE1637!UTM  14      -   0.99997583  x   0.99960117  =   0.99957701
 AE1637
 AE1637|---------------------------------------------------------------------|
 AE1637| PID    Reference Object                     Distance      Geod. Az  |
 AE1637|                                                           dddmmss.s |
 AE1637| CV3061 COLORADO RM 1                         8.065 METERS 00851     |
 AE1637| CV3062 COLORADO RM 2                         9.455 METERS 10326     |
 AE1637| CV3063 COLORADO RM 3                                      1863832.5 |
 AE1637|---------------------------------------------------------------------|
 AE1637
 AE1637                          SUPERSEDED SURVEY CONTROL
 AE1637
 AE1637  NAD 83(1986)-  26 59 24.04713(N)    098 54 07.28542(W) AD(       ) 1
 AE1637  NAD 27      -  26 59 22.88929(N)    098 54 06.16983(W) AD(       ) 1
 AE1637  NGVD 29 (07/19/86)  178.1    (m)          584.     (f) VERT ANG       
 AE1637
 AE1637.Superseded values are not recommended for survey control.
 AE1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1637.See file dsdata.txt to determine how the superseded data were derived.
 AE1637
 AE1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ0972185333(NAD 83)
 AE1637_MARKER: DS = TRIANGULATION STATION DISK
 AE1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1637
 AE1637  HISTORY     - Date     Condition        Report By
 AE1637  HISTORY     - 1974     MONUMENTED       NGS
 AE1637
 AE1637                          STATION DESCRIPTION
 AE1637
 AE1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1637'THE STATION IS ABOUT 8 MILES NORTH AND 1 MILE WEST OF GUERRA, 6-1/2
 AE1637'MILES SOUTH AND 1 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 16 AND
 AE1637'FARM ROAD 649 SOUTH AND ON THE WEST RIGHT-OF-WAY OF FARM ROAD
 AE1637'649.
 AE1637'
 AE1637'TO REACH THE STATION FROM THE POST OFFICE IN GUERRA, GO NORTH ON A
 AE1637'GRAVELED STREET FOR ABOUT 100 FEET TO A GRAVELED SIDE ROAD RIGHT.
 AE1637'TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.05 MILE TO THE
 AE1637'JUNCTION WITH FARM ROAD 649.  TURN LEFT AND GO NORTH AND NORTHWEST
 AE1637'ON FARM ROAD 649 FOR 5.7 MILES TO THE JUNCTION WITH FARM ROAD 2687
 AE1637'ON THE LEFT.  CONTINUE NORTHERLY ON FARM ROAD 649 FOR 3.2 MILES TO
 AE1637'REFERENCE MARK 3 ON THE RIGHT.  CONTINUE NORTH ON FARM ROAD 649 FOR
 AE1637'0.4 MILE TO THE STATION ON THE LEFT.
 AE1637'
 AE1637'STATION MARKS ARE STANDARD DISKS, STAMPED COLORADO 1974.  THE SURFACE
 AE1637'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1637'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 47.5 FEET WEST OF
 AE1637'THE CENTER OF FARM ROAD 649, 24.8 FEET NORTH OF A POWER LINE POLE,
 AE1637'3.0 FEET NORTH OF A WITNESS POST AND 2.8 FEET EAST OF A FENCE.
 AE1637'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AE1637'36 INCHES BELOW THE GROUND SURFACE.
 AE1637'
 AE1637'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLORADO NO 1 1974, SET
 AE1637'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AE1637'2 INCHES ABOVE THE GROUND.  IT IS 47.5 FEET WEST OF THE CENTER OF
 AE1637'FARM ROAD 649, 31.5 FEET NORTH OF THE WITNESS POST.  51.2 FEET
 AE1637'NORTH OF THE POWER LINE POLE, 2.5 FEET EAST OF THE FENCE AND
 AE1637'ABOUT THE SAME ELEVATION AS THE STATION.
 AE1637'
 AE1637'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLORADO NO 2 1974, SET
 AE1637'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AE1637'WITH THE GROUND.  IT IS 38.0 FEET NORTHEAST OF THE POWER LINE POLE,
 AE1637'33.5 FEET EAST OF THE FENCE, 29.0 FEET EAST OF THE WITNESS POST,
 AE1637'17.0 FEET WEST OF THE CENTER OF FARM ROAD 649 AND ABOUT 1 FOOT
 AE1637'LOWER THAN THE STATION.
 AE1637'
 AE1637'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED COLORADO NO 3 1974, SET
 AE1637'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AE1637'6 INCHES ABOVE THE GROUND.  IT IS 50.5 FEET EAST OF THE CENTER OF
 AE1637'FARM ROAD 649, 2.0 FEET NORTH OF A WITNESS POST AND 1.0 FOOT WEST
 AE1637'OF A FENCE.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AE1637'
 AE1637'NEAREST TOWN--GUERRA.
 AE1637'
 AE1637'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0994 ***********************************************************************
 CU0994  DESIGNATION -  COLORADO
 CU0994  PID         -  CU0994
 CU0994  STATE/COUNTY-  TX/MITCHELL
 CU0994  USGS QUAD   -  COLORADO CITY (1979)
 CU0994
 CU0994                         *CURRENT SURVEY CONTROL
 CU0994  ___________________________________________________________________
 CU0994* NAD 83(1993)-  32 25 05.59384(N)    100 51 47.00430(W)     ADJUSTED  
 CU0994* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 CU0994  ___________________________________________________________________
 CU0994  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 CU0994  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0994
 CU0994  HORZ ORDER  -  FIRST
 CU0994
 CU0994.The horizontal coordinates were established by classical geodetic methods
 CU0994.and adjusted by the National Geodetic Survey in February 1996..
 CU0994
 CU0994.The orthometric height was scaled from a topographic map.
 CU0994
 CU0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0994
 CU0994.The geoid height was determined by GEOID03.
 CU0994
 CU0994;                    North         East     Units Scale Factor Converg.
 CU0994;SPC TXNC     - 2,085,840.369   377,760.411   MT  0.99993329   -1 17 19.7
 CU0994;SPC TXNC     - 6,843,294.61  1,239,368.95   sFT  0.99993329   -1 17 19.7
 CU0994;UTM  14      - 3,588,321.054   324,814.563   MT  0.99997846   -0 59 56.5
 CU0994
 CU0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0994!SPC TXNC     -   0.99990131  x   0.99993329  =   0.99983460
 CU0994!UTM  14      -   0.99990131  x   0.99997846  =   0.99987977
 CU0994
 CU0994|---------------------------------------------------------------------|
 CU0994| PID    Reference Object                     Distance      Geod. Az  |
 CU0994|                                                           dddmmss.s |
 CU0994| CX6973 COLORADO RM 1                        13.880 METERS 03756     |
 CU0994| CU0990 COLORADO WEST STANDPIPE             APPROX. 4.5 KM 1494327.2 |
 CU0994| CX6972 COLORADO AZ MK                                     1614916.9 |
 CU0994| CU0995 COLORADO CITY MUN TANK              APPROX. 1.5 KM 1845535.8 |
 CU0994| CU0996 COLORADO CITY FRONTIER TV MAST      APPROX. 0.8 KM 2231219.9 |
 CU0994| CX6974 COLORADO RM 2                        16.552 METERS 26106     |
 CU0994|---------------------------------------------------------------------|
 CU0994
 CU0994                          SUPERSEDED SURVEY CONTROL
 CU0994
 CU0994  NAD 83(1986)-  32 25 05.59874(N)    100 51 46.99536(W) AD(       ) 1
 CU0994  NAD 27      -  32 25 05.17445(N)    100 51 45.58749(W) AD(       ) 1
 CU0994
 CU0994.Superseded values are not recommended for survey control.
 CU0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0994.See file dsdata.txt to determine how the superseded data were derived.
 CU0994
 CU0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA2481588321(NAD 83)
 CU0994_MARKER: DS = TRIANGULATION STATION DISK
 CU0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0994
 CU0994  HISTORY     - Date     Condition        Report By
 CU0994  HISTORY     - 1968     MONUMENTED       CGS
 CU0994
 CU0994                          STATION DESCRIPTION
 CU0994
 CU0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0994'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF LORRAINE,
 CU0994'3 MILES SOUTH OF BUFORD AND 3/4 MILE NORTH OF COLORADO CITY ON
 CU0994'PROPERTY OWNED BY MR. GABLE, WHO LIVES ABOUT 1/2 MILE
 CU0994'SOUTH-SOUTHEAST OF THE STATION.
 CU0994'
 CU0994'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 CU0994'HIGHWAY 20 AND STATE HIGHWAY 208 ON THE NORTH EDGE OF COLORADO CITY,
 CU0994'GO NORTH ON STATE HIGHWAY 208 FOR 0.45 MILE TO A CROSSROAD.  TURN
 CU0994'LEFT, WEST, FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CU0994'
 CU0994'THE STATION IS A STANDARD DISK, STAMPED COLORADO 1968, IS SET
 CU0994'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 CU0994'WITH THE GROUND SURFACE.  IT IS LOCATED ATOP A SANDY THISTLE
 CU0994'COVERED KNOLL, 79.5 FEET EAST OF THE CENTER OF A DIRT ROAD AND
 CU0994'59.5 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.
 CU0994'
 CU0994'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLORADO NO 1 1968,
 CU0994'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 CU0994'FLUSH WITH THE GROUND SURFACE.  IT IS 121 FEET EAST-SOUTHEAST OF
 CU0994'THE INTERSECTION OF THE DIRT ROAD AND THE GRAVELED ROAD, 29 FEET
 CU0994'SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 2.5 FEET SOUTH OF A
 CU0994'FENCE.
 CU0994'
 CU0994'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLORADO NO 2 1968,
 CU0994'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 CU0994'FLUSH WITH THE GROUND SURFACE.  IT IS 29.5 FEET SOUTH OF A FENCE
 CU0994'CORNER, 24.5 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 3.0 FEET
 CU0994'EAST OF A FENCE.
 CU0994'
 CU0994'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COLORADO 1968,
 CU0994'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE ABUTMENT
 CU0994'AT THE NORTHWEST CORNER OF THE OVERPASS, ABOVE STATE HIGHWAY
 CU0994'208.  IT IS 78 FEET WEST OF THE CENTER OF THE WEST-BOUND LANES
 CU0994'OVERPASS, 22.4 FEET NORTH OF THE CENTER OF INTERSTATE HIGHWAY 20
 CU0994'WEST-BOUND LANES AND 1 FOOT WEST OF THE WEST END OF THE
 CU0994'METAL RAILING.
 CU0994'
 CU0994'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9952 ***********************************************************************
 AG9952  DESIGNATION -  COLORADO
 AG9952  PID         -  AG9952
 AG9952  STATE/COUNTY-  TX/TRAVIS
 AG9952  USGS QUAD   -  UTLEY (1982)
 AG9952
 AG9952                         *CURRENT SURVEY CONTROL
 AG9952  ___________________________________________________________________
 AG9952* NAD 83(1993)-  30 14 26.41073(N)    097 29 53.93185(W)     ADJUSTED  
 AG9952* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 AG9952  ___________________________________________________________________
 AG9952  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AG9952  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AG9952
 AG9952  HORZ ORDER  -  THIRD
 AG9952
 AG9952.The horizontal coordinates were established by classical geodetic methods
 AG9952.and adjusted by the National Geodetic Survey in July 1998..
 AG9952
 AG9952.The orthometric height was scaled from a topographic map.
 AG9952
 AG9952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9952
 AG9952.The geoid height was determined by GEOID03.
 AG9952
 AG9952;                    North         East     Units Scale Factor Converg.
 AG9952;SPC TX C     - 3,067,109.368   972,840.041   MT  0.99996921   +1 27 36.7
 AG9952;SPC TX C     -10,062,674.65  3,191,726.03   sFT  0.99996921   +1 27 36.7
 AG9952;UTM  14      - 3,346,407.763   644,491.558   MT  0.99985757   +0 45 23.1
 AG9952
 AG9952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9952!SPC TX C     -   0.99997770  x   0.99996921  =   0.99994691
 AG9952!UTM  14      -   0.99997770  x   0.99985757  =   0.99983527
 AG9952
 AG9952                          SUPERSEDED SURVEY CONTROL
 AG9952
 AG9952.No superseded survey control is available for this station.
 AG9952
 AG9952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4449246408(NAD 83)
 AG9952_MARKER: DS = TRIANGULATION STATION DISK
 AG9952
 AG9952  HISTORY     - Date     Condition        Report By
 AG9952  HISTORY     - 1954     MONUMENTED       USGS
 AG9952
 AG9952                          STATION DESCRIPTION
 AG9952
 AG9952'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9952'STATION IS LOCATED 8.0 AIRLINE MI. SSE. OF MANOR, 14.7 AIRLINE MI. E.
 AG9952'OF THE CAPITOL BUILDING AT AUSTIN AND 1.4 AIRLINE MI. NE. OF THE
 AG9952'SETTLEMENT OF WEBERVILLE, AT THE S. END OF THE EQUIPMENT SHED OF A
 AG9952'FARM LOCATED ON THE RIDGE OF HILL OVERLOOKING THE COLORADO RIVER FLATS
 AG9952'TO THE S.
 AG9952'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROAD 969 AND
 AG9952'AIRPORT BLVD. (LOOP 250) JUST S. OF THE AUSTIN AIRPORT, GO E. ON FARM
 AG9952'ROAD 969 10.7 MI. TO A T-RD. E., TURN E. OF THE PAVED RD. AND CONTINUE
 AG9952'3.8 MI. TO THE WEBERVILLE BAPTIST CHURCH IN THE OLD SETTLEMENT OF
 AG9952'WEBERVILLE, CONTINUE ON THE PAVED RD. 1.0 MI. TO A Y-RD., TURN LEFT
 AG9952'AND CONTINUE ON FOR 1.4 MI. TO A STORE ON THE RIGHT AND A Y-RD.
 AG9952'INTERSECTION.  MAKE A SHARP TURNAROUND TO THE LEFT AND GO UP THE HILL
 AG9952'AROUND AN S-CURVE 0.45 MI. TO A Y-RD. JUNCTION WITH A PRIVATE RD.
 AG9952'LEADING STRAIGHT AHEAD.  TAKE THE PRIVATE RD. 0.45 MI. TO A FARM GATE,
 AG9952'GO THROUGH THE GATE AND MAKE A SHARP TURN TO THE LEFT ON THE RD.
 AG9952'INSIDE THE FENCE, 0.1 MI. TO THE S. END OF AN EQUIPMENT SHED AND THE
 AG9952'STATION SITE.  STATION MARK IS ON A SMALL RIDGE THAT IS ABOUT LEVEL
 AG9952'WITH THE ROOF OF THE SHED, 20 FT. W. OF A FENCE LINE AND 40 FT. SE. OF
 AG9952'THE SE. CORNER OF THE EQUIPMENT SHED.  THE RIDGE OVERLOOKS THE
 AG9952'COLORADO RIVER FLATS TO THE S.
 AG9952'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST EXTENDING 3 IN.
 AG9952'ABOVE THE GROUND AND STAMPED---COLORADO 1954---.
 AG9952'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0996 ***********************************************************************
 CU0996  DESIGNATION -  COLORADO CITY FRONTIER TV MAST
 CU0996  PID         -  CU0996
 CU0996  STATE/COUNTY-  TX/MITCHELL
 CU0996  USGS QUAD   -  COLORADO CITY (1979)
 CU0996
 CU0996                         *CURRENT SURVEY CONTROL
 CU0996  ___________________________________________________________________
 CU0996* NAD 83(1993)-  32 24 46.24174(N)    100 52 08.43148(W)     ADJUSTED  
 CU0996* NAVD 88     -                                                        
 CU0996  ___________________________________________________________________
 CU0996  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CU0996  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CU0996
 CU0996  HORZ ORDER  -  THIRD
 CU0996
 CU0996.The horizontal coordinates were established by classical geodetic methods
 CU0996.and adjusted by the National Geodetic Survey in February 1996..
 CU0996
 CU0996
 CU0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0996
 CU0996.The geoid height was determined by GEOID03.
 CU0996
 CU0996;                    North         East     Units Scale Factor Converg.
 CU0996;SPC TXNC     - 2,085,257.047   377,187.295   MT  0.99993432   -1 17 31.4
 CU0996;SPC TXNC     - 6,841,380.83  1,237,488.65   sFT  0.99993432   -1 17 31.4
 CU0996;UTM  14      - 3,587,734.813   324,244.380   MT  0.99998093   -1 00 07.5
 CU0996
 CU0996                          SUPERSEDED SURVEY CONTROL
 CU0996
 CU0996  NAD 83(1986)-  32 24 46.24706(N)    100 52 08.42238(W) AD(       ) 4
 CU0996  NAD 27      -  32 24 45.82335(N)    100 52 07.01583(W) AD(       ) 3
 CU0996
 CU0996.Superseded values are not recommended for survey control.
 CU0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0996.See file dsdata.txt to determine how the superseded data were derived.
 CU0996
 CU0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA2424487735(NAD 83)
 CU0996_MARKER: 42 = RADIO/TV MAST
 CU0996
 CU0996  HISTORY     - Date     Condition        Report By
 CU0996  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0996
 CU0996                          STATION DESCRIPTION
 CU0996
 CU0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0996'IT IS TWIN MASTS SET ABOUT 25 FEET APART AND ARE CONNECTED AT THE
 CU0996'CENTER AND THE TOP.  PAINTED RED AND WHITE AND ARE 500 FEET
 CU0996'HIGH.  THE POINT INTERSECTED IS THE DETERMINED CENTER (TOP) OF
 CU0996'BOTH MASTS.
 CU0996'
 CU0996'TO REACH FROM THE INTERSECTION OF INTERSTATE 20 AND FARM ROAD 208
 CU0996'WHICH IS IN THE NORTH PART OF COLORADO CITY, GO WEST ALONG THE
 CU0996'NORTH SIDE OF INTERSTATE 20 ON A SERVICE ROAD FOR 0.4 MILE TO A
 CU0996'DIRT ROAD RIGHT, TURN RIGHT AND GO NORTH ON THE DIRT ROAD FOR 0.2
 CU0996'MILE TO THE MAST.
 CU0996'
 CU0996'COLORADO CITY, FRONTIER TELEVISION CABLE CO. INC., MAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0995 ***********************************************************************
 CU0995  DESIGNATION -  COLORADO CITY MUN TANK
 CU0995  PID         -  CU0995
 CU0995  STATE/COUNTY-  TX/MITCHELL
 CU0995  USGS QUAD   -  COLORADO CITY (1979)
 CU0995
 CU0995                         *CURRENT SURVEY CONTROL
 CU0995  ___________________________________________________________________
 CU0995* NAD 83(1993)-  32 24 17.02549(N)    100 51 51.93925(W)     ADJUSTED  
 CU0995* NAVD 88     -                                                        
 CU0995  ___________________________________________________________________
 CU0995  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CU0995  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CU0995
 CU0995  HORZ ORDER  -  THIRD
 CU0995
 CU0995.The horizontal coordinates were established by classical geodetic methods
 CU0995.and adjusted by the National Geodetic Survey in February 1996..
 CU0995
 CU0995
 CU0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0995
 CU0995.The geoid height was determined by GEOID03.
 CU0995
 CU0995;                    North         East     Units Scale Factor Converg.
 CU0995;SPC TXNC     - 2,084,347.652   377,597.844   MT  0.99993590   -1 17 22.4
 CU0995;SPC TXNC     - 6,838,397.25  1,238,835.59   sFT  0.99993590   -1 17 22.4
 CU0995;UTM  14      - 3,586,827.468   324,659.545   MT  0.99997913   -0 59 57.8
 CU0995
 CU0995                          SUPERSEDED SURVEY CONTROL
 CU0995
 CU0995  NAD 83(1986)-  32 24 17.03083(N)    100 51 51.93012(W) AD(       ) 4
 CU0995  NAD 27      -  32 24 16.60518(N)    100 51 50.52234(W) AD(       ) 3
 CU0995
 CU0995.Superseded values are not recommended for survey control.
 CU0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0995.See file dsdata.txt to determine how the superseded data were derived.
 CU0995
 CU0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA2466086827(NAD 83)
 CU0995_MARKER: 53 = ELEVATED TANK
 CU0995
 CU0995  HISTORY     - Date     Condition        Report By
 CU0995  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU0995
 CU0995                          STATION DESCRIPTION
 CU0995
 CU0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0995'IT IS A STEEL TANK SUPPORTED BY TEN STRUCTURAL STEEL LEGS AND IS
 CU0995'PAINTED SILVER.  THE POINT INTERSECTED WAS THE TOP-CENTER OF THE
 CU0995'TANK.  IT IS ABOUT 100 FEET HIGH.
 CU0995'
 CU0995'IT IS ABOUT 500 FEET NORTHWEST OF THE INTERSECTION OF CHESTNUT
 CU0995'STREET AND EAST 18TH STREET IN COLORADO CITY.
 CU0995'
 CU0995'THERE IS A SMALLER TANK THAT IS ABOUT THE SAME HEIGHT ABOUT 100
 CU0995'FEET EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0990 ***********************************************************************
 CU0990  DESIGNATION -  COLORADO WEST STANDPIPE
 CU0990  PID         -  CU0990
 CU0990  STATE/COUNTY-  TX/MITCHELL
 CU0990  USGS QUAD   -  COLORADO CITY (1979)
 CU0990
 CU0990                         *CURRENT SURVEY CONTROL
 CU0990  ___________________________________________________________________
 CU0990* NAD 83(1993)-  32 22 58.24512(N)    100 50 19.39613(W)     ADJUSTED  
 CU0990* NAVD 88     -                                                        
 CU0990  ___________________________________________________________________
 CU0990  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CU0990  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CU0990
 CU0990  HORZ ORDER  -  THIRD
 CU0990
 CU0990.The horizontal coordinates were established by classical geodetic methods
 CU0990.and adjusted by the National Geodetic Survey in February 1996..
 CU0990
 CU0990
 CU0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0990
 CU0990.The geoid height was determined by GEOID03.
 CU0990
 CU0990;                    North         East     Units Scale Factor Converg.
 CU0990;SPC TXNC     - 2,081,867.543   379,961.416   MT  0.99994024   -1 16 31.9
 CU0990;SPC TXNC     - 6,830,260.43  1,246,590.08   sFT  0.99994024   -1 16 31.9
 CU0990;UTM  14      - 3,584,359.278   327,035.740   MT  0.99996893   -0 59 06.1
 CU0990
 CU0990                          SUPERSEDED SURVEY CONTROL
 CU0990
 CU0990  NAD 83(1986)-  32 22 58.25035(N)    100 50 19.38696(W) AD(       ) 4
 CU0990  NAD 27      -  32 22 57.82556(N)    100 50 17.98485(W) AD(       ) 3
 CU0990
 CU0990.Superseded values are not recommended for survey control.
 CU0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0990.See file dsdata.txt to determine how the superseded data were derived.
 CU0990
 CU0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA2703684359(NAD 83)
 CU0990_MARKER: 52 = STANDPIPE TANK
 CU0990
 CU0990  HISTORY     - Date     Condition        Report By
 CU0990  HISTORY     - 1909     FIRST OBSERVED   CGS
 CU0990
 CU0990                          STATION DESCRIPTION
 CU0990
 CU0990'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0932 ***********************************************************************
 CB0932  DESIGNATION -  COLSON
 CB0932  PID         -  CB0932
 CB0932  STATE/COUNTY-  TX/STERLING
 CB0932  USGS QUAD   -  DRIPPING SPRINGS DRAW (1973)
 CB0932
 CB0932                         *CURRENT SURVEY CONTROL
 CB0932  ___________________________________________________________________
 CB0932* NAD 83(1993)-  31 42 52.72010(N)    101 00 40.16756(W)     ADJUSTED  
 CB0932* NAVD 88     -       795.     (meters)    2608.     (feet)  VERTCON   
 CB0932  ___________________________________________________________________
 CB0932  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CB0932  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CB0932
 CB0932  HORZ ORDER  -  SECOND
 CB0932
 CB0932.The horizontal coordinates were established by classical geodetic methods
 CB0932.and adjusted by the National Geodetic Survey in February 1996..
 CB0932
 CB0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0932
 CB0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0932
 CB0932.The geoid height was determined by GEOID03.
 CB0932
 CB0932;                    North         East     Units Scale Factor Converg.
 CB0932;SPC TX C     - 3,227,231.649   635,755.708   MT  0.99995904   -0 20 56.8
 CB0932;SPC TX C     -10,588,009.17  2,085,808.52   sFT  0.99995904   -0 20 56.8
 CB0932;UTM  14      - 3,510,565.562   309,431.796   MT  1.00004792   -1 03 27.2
 CB0932
 CB0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0932!SPC TX C     -   0.99987898  x   0.99995904  =   0.99983802
 CB0932!UTM  14      -   0.99987898  x   1.00004792  =   0.99992689
 CB0932
 CB0932:                Primary Azimuth Mark                     Grid Az
 CB0932:SPC TX C     -  COLSON AZ MK                             109 23 57.4
 CB0932:UTM  14      -  COLSON AZ MK                             110 06 27.8
 CB0932
 CB0932|---------------------------------------------------------------------|
 CB0932| PID    Reference Object                     Distance      Geod. Az  |
 CB0932|                                                           dddmmss.s |
 CB0932| CH8642 COLSON AZ MK                                       1090300.6 |
 CB0932| CH8643 COLSON RM 1                          18.040 METERS 12255     |
 CB0932| CH8644 COLSON RM 2                          14.745 METERS 35626     |
 CB0932|---------------------------------------------------------------------|
 CB0932
 CB0932                          SUPERSEDED SURVEY CONTROL
 CB0932
 CB0932  NAD 83(1986)-  31 42 52.72709(N)    101 00 40.15407(W) AD(       ) 2
 CB0932  NAD 27      -  31 42 52.21100(N)    101 00 38.75900(W) AD(       ) 2
 CB0932  NGVD 29 (07/19/86)  795.     (m)         2608.     (f) VERT ANG       
 CB0932
 CB0932.Superseded values are not recommended for survey control.
 CB0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0932.See file dsdata.txt to determine how the superseded data were derived.
 CB0932
 CB0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA0943210566(NAD 83)
 CB0932_MARKER: DS = TRIANGULATION STATION DISK
 CB0932_SETTING: 0 = UNSPECIFIED SETTING
 CB0932
 CB0932  HISTORY     - Date     Condition        Report By
 CB0932  HISTORY     - 1943     MONUMENTED       CGS
 CB0932  HISTORY     - 1951     GOOD             UOCO
 CB0932  HISTORY     - 1962     GOOD             USGS
 CB0932
 CB0932                          STATION DESCRIPTION
 CB0932
 CB0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0932'STATION IS LOCATED ABOUT 8 MILES SW OF STERLING CITY, ABOUT 0.4
 CB0932'MILE NW OF THE NW CORNER OF THE BOMBING TARGET FIELD W-2, 14
 CB0932'PACES ESE OF THE CENTER LINE OF THE FIRE GUARD, 40 FEET SW OF A
 CB0932'4-INCH MESQUITE TREE.  THE MARK PROJECTS 9 INCHES AND IS STAMPED
 CB0932'COLSON 1943.
 CB0932'
 CB0932'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 CB0932'THE TOP OF CONCRETE POSTS.
 CB0932'
 CB0932'REFERENCE MARK 1 IS SE OF THE STATION, AND PROJECTS ABOUT 10
 CB0932'INCHES.
 CB0932'
 CB0932'REFERENCE MARK 2 IS N OF THE STATION, 12 FEET NE OF A BLAZED
 CB0932'TREE, 12 FEET SE OF THE CENTER LINE OF A FIRE GUARD, AND PROJECTS
 CB0932'ABOUT 10 INCHES.
 CB0932'
 CB0932'AZIMUTH MARK IS SE OF THE STATION, 55 PACES NW OF THE NW CORNER
 CB0932'OF BOMBING TARGET W-2.  IT IS A BRONZE AZIMUTH DISK SET FLUSH
 CB0932'IN A LARGE FLAT-TOP BOULDER THAT PROJECTS ABOUT 2 INCHES.
 CB0932'
 CB0932'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CB0932'REFERENCE MARKS ARE ALSO STAMPED WITH NUMBER.
 CB0932'
 CB0932'TO REACH THE STATION FROM THE COURTHOUSE IN STERLING, GO W ON
 CB0932'U.S. HIGHWAY 87 FOR 0.2 MILE.  TURN LEFT ON BIG LAKE ROAD AND
 CB0932'GO 5.7 MILES TO A POINT WHERE BIG LAKE ROAD TURNS RIGHT.  CONTINUE
 CB0932'STRAIGHT AHEAD ON GRADED DIRT ROAD S 1.6 MILES TO A GRADED ROAD
 CB0932'LEFT ACROSS A CATTLE GUARD.  CROSS THE CATTLE GUARD AND GO 1.0
 CB0932'MILE TO A DIM ROAD LEADING RIGHT WHERE MAIN ROAD TURNS LEFT
 CB0932'ACROSS ANOTHER CATTLE GUARD.  BEAR RIGHT ON DIM ROAD 0.05 MILE TO
 CB0932'GATE.  PASS THROUGH THE GATE AND FOLLOW MAIN ROAD TO RANCHHOUSE
 CB0932'A DISTANCE OF 1.0 MILE.  FROM THE BOARD GATE JUST S OF
 CB0932'THE BARN AND W OF THE HOUSE, FOLLOW THE ROAD ALONG THE W
 CB0932'SIDE OF THE FENCE 0.4 MILE TO GATE.  PASS THROUGH THE GATE AND
 CB0932'FOLLOW DIM ROAD UP THE DRAW 0.6 MILE TO THE TOP OF THE
 CB0932'RIDGE.  TURN RIGHT ALONG THE TOP OF THE RIDGE 0.25 MILE TO THE
 CB0932'STATION AS DESCRIBED.
 CB0932'
 CB0932'HEIGHT OF LIGHT ABOVE STATION MARK-14 METERS.
 CB0932
 CB0932                          STATION RECOVERY (1951)
 CB0932
 CB0932'RECOVERY NOTE BY UNION OIL COMPANY 1951 (DFM)
 CB0932'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS STAMPED COLSON
 CB0932'1943.  GEOLOGISTS HAVE BUILT A 6-IN. STONE CAIRN BESIDE THE MARK,
 CB0932'AND NUMEROUS OLD FLAGS, ETC., ARE SCATTERED.  THERE IS A WELL
 CB0932'BEATEN TRACK TO THE PLACE.
 CB0932
 CB0932                          STATION RECOVERY (1962)
 CB0932
 CB0932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (JHL)
 CB0932'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 CB0932'CONDITION.
 CB0932'
 CB0932'(DRIVE TO) TO REACH FROM STERLING CITY COURTHOUSE GO WEST 0.2
 CB0932'MILES ON U.S. HWY 87, THEN SOUTH 7.2 MILES ALONG STATE
 CB0932'HWY 163 TO GRAVEL ROAD EAST, TURN LEFT AND GO 1.5 MI. TO
 CB0932'CATTLEGUARD, CONTINUE EAST 0.4 MI. TO TRACK ROAD RIGHT AT GRAVEL
 CB0932'PIT, TURN RIGHT AND GO 0.1 MI. SOUTH TO GATE, CONTINUE SE ALONG
 CB0932'TRACK ROAD TO WINDMILL, CONTINUE SOUTH ALONG WEST SIDE OF FENCE
 CB0932'0.4 MILES TO GATE, PASS THROUGH AND GO 0.6 MILES ALONG TRACK
 CB0932'ROAD TO TOP OF RIDGE, TURN RIGHT ALONG TOP OF RIDGE 0.25 MI.
 CB0932'TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1980 ***********************************************************************
 FL1980  DESIGNATION -  COLTEXO
 FL1980  PID         -  FL1980
 FL1980  STATE/COUNTY-  TX/GRAY
 FL1980  USGS QUAD   -  POND CREEK NW (1962)
 FL1980
 FL1980                         *CURRENT SURVEY CONTROL
 FL1980  ___________________________________________________________________
 FL1980* NAD 83(1993)-  35 29 44.15729(N)    100 42 41.88785(W)     ADJUSTED  
 FL1980* NAVD 88     -       930.     (meters)    3051.     (feet)  SCALED    
 FL1980  ___________________________________________________________________
 FL1980  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 FL1980  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1980
 FL1980  HORZ ORDER  -  SECOND
 FL1980
 FL1980.The horizontal coordinates were established by classical geodetic methods
 FL1980.and adjusted by the National Geodetic Survey in February 1996..
 FL1980
 FL1980.The orthometric height was scaled from a topographic map.
 FL1980
 FL1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1980
 FL1980.The geoid height was determined by GEOID03.
 FL1980
 FL1980;                    North         East     Units Scale Factor Converg.
 FL1980;SPC TX N     - 1,166,202.083   271,524.663   MT  0.99991179   +0 27 24.8
 FL1980;SPC TX N     - 3,826,114.67    890,827.17   sFT  0.99991179   +0 27 24.8
 FL1980;UTM  14      - 3,929,352.094   344,750.416   MT  0.99989702   -0 59 38.6
 FL1980
 FL1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1980!SPC TX N     -   0.99985811  x   0.99991179  =   0.99976991
 FL1980!UTM  14      -   0.99985811  x   0.99989702  =   0.99975515
 FL1980
 FL1980:                Primary Azimuth Mark                     Grid Az
 FL1980:SPC TX N     -  COLTEXO AZ MK                            009 50 24.4
 FL1980:UTM  14      -  COLTEXO AZ MK                            011 17 27.8
 FL1980
 FL1980|---------------------------------------------------------------------|
 FL1980| PID    Reference Object                     Distance      Geod. Az  |
 FL1980|                                                           dddmmss.s |
 FL1980| CK8387 COLTEXO AZ MK                                      0101749.2 |
 FL1980| CK8388 COLTEXO RM 1                          9.278 METERS 12056     |
 FL1980| CK8389 COLTEXO RM 2                          9.179 METERS 21623     |
 FL1980|---------------------------------------------------------------------|
 FL1980
 FL1980                          SUPERSEDED SURVEY CONTROL
 FL1980
 FL1980  NAD 83(1993)-  35 29 44.15855(N)    100 42 41.88687(W) AD(       ) 2
 FL1980  NAD 83(1986)-  35 29 44.16258(N)    100 42 41.87735(W) AD(       ) 2
 FL1980  NAD 27      -  35 29 44.00000(N)    100 42 40.37600(W) AD(       ) 2
 FL1980
 FL1980.Superseded values are not recommended for survey control.
 FL1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1980.See file dsdata.txt to determine how the superseded data were derived.
 FL1980
 FL1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4475029352(NAD 83)
 FL1980_MARKER: DS = TRIANGULATION STATION DISK
 FL1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1980
 FL1980  HISTORY     - Date     Condition        Report By
 FL1980  HISTORY     - 1951     MONUMENTED       CGS
 FL1980
 FL1980                          STATION DESCRIPTION
 FL1980
 FL1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1980'THE STATION IS LOCATED ABOUT 8 MILES AIR LINE NORTHEAST OF
 FL1980'LEFORS AND 5.5 MILES AIR LINE SOUTHWEST OF LAKETON.  IT IS ON
 FL1980'THE SUMMIT OF A LOW NORTH-SOUTH RIDGE.  0.3 MILE SOUTHWEST
 FL1980'OF A WINDMILL.  0.3 MILE NORTHEAST OF AN OIL DERRICK.  48 FEET
 FL1980'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD.  AND 6 FEET
 FL1980'SOUTH-SOUTHWEST OF A WHITE WITNESS POST.  THE STATION MARK
 FL1980'IS STAMPED COLTEXO 1951, AND PROJECTS 3 INCHES.
 FL1980'
 FL1980'REFERENCE MARK NO. 1 IS STAMPED COLTEXO NO 1 1951, AND PROJECTS
 FL1980'3 INCHES.
 FL1980'
 FL1980'REFERENCE MARK NO. 2 IS STAMPED COLTEXO NO 2 1951, AND PROJECTS
 FL1980'3 INCHES.  IT IS 38 FEET EAST OF THE CENTER LINE OF THE ROAD.
 FL1980'
 FL1980'THE AZIMUTH MARK IS STAMPED COLTEXO 1951, AND PROJECTS 6 INCHES.
 FL1980'IT IS 23 FEET WEST OF THE CENTER OF AN IRON CATTLE GUARD.  18
 FL1980'INCHES NORTHEAST OF A WHITE WITNESS POST.  AND 1 FOOT NORTH
 FL1980'OF A FENCE LINE.
 FL1980'
 FL1980'TO REACH THE STATION FROM PAMPA, GO EAST-NORTHEAST ON U.S.
 FL1980'HIGHWAY 60 FOR 7.0 MILES TO THE JUNCTION OF U.S. HIGHWAY 60 AND
 FL1980'STATE HIGHWAY 152.  TURN RIGHT, EAST, ON STATE HIGHWAY 152 AND
 FL1980'GO 6.8 MILES TO A CROSSROAD AND ELEVATORS ON THE LEFT.  TURN
 FL1980'RIGHT, SOUTH, ON A DIRT ROAD AND GO 2.45 MILES TO A FORK.  TURN
 FL1980'LEFT ON MAIN TRAVELED ROAD AND GO 0.65 MILE TO A FORK.  TURN
 FL1980'RIGHT, SOUTH, AND GO 0.6 MILE TO A FORK.  TURN RIGHT, AND GO
 FL1980'0.6 MILE TO A CATTLE GUARD.  CONTINUE AHEAD ACROSS CATTLE
 FL1980'GUARD AND GO 0.3 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD AND
 FL1980'GO 0.2 MILE TO THE STATION SITE ON THE LEFT.  AZIMUTH MARK IS
 FL1980'AT FIRST CATTLE GUARD NORTH OF THE STATION ON THE ABOVE
 FL1980'DESCRIBED ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6870 ***********************************************************************
 AW6870  DESIGNATION -  COLUMBIA
 AW6870  PID         -  AW6870
 AW6870  STATE/COUNTY-  TX/BRAZORIA
 AW6870  USGS QUAD   -  WEST COLUMBIA (1980)
 AW6870
 AW6870                         *CURRENT SURVEY CONTROL
 AW6870  ___________________________________________________________________
 AW6870* NAD 83(1993)-  29 08 55.42378(N)    095 39 33.42802(W)     ADJUSTED  
 AW6870* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AW6870  ___________________________________________________________________
 AW6870  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AW6870  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW6870
 AW6870  HORZ ORDER  -  SECOND
 AW6870
 AW6870.The horizontal coordinates were established by classical geodetic methods
 AW6870.and adjusted by the National Geodetic Survey in February 1996..
 AW6870
 AW6870.The orthometric height was scaled from a topographic map.
 AW6870
 AW6870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6870
 AW6870.The geoid height was determined by GEOID03.
 AW6870
 AW6870;                    North         East     Units Scale Factor Converg.
 AW6870;SPC TXSC     - 4,150,422.415   924,961.552   MT  0.99986849   +1 38 12.0
 AW6870;SPC TXSC     -13,616,844.21  3,034,644.69   sFT  0.99986849   +1 38 12.0
 AW6870;UTM  15      - 3,227,389.129   241,308.256   MT  1.00042588   -1 17 45.6
 AW6870
 AW6870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6870!SPC TXSC     -   1.00000249  x   0.99986849  =   0.99987098
 AW6870!UTM  15      -   1.00000249  x   1.00042588  =   1.00042837
 AW6870
 AW6870|---------------------------------------------------------------------|
 AW6870| PID    Reference Object                     Distance      Geod. Az  |
 AW6870|                                                           dddmmss.s |
 AW6870| CV7063 COLUMBIA RM 1                        24.252 METERS 00908     |
 AW6870| AW6846 OTEY RAMSEY STATE PRISON N TK       APPROX.21.6 KM 0331021.5 |
 AW6870| AW6836 ANGLETON MUNICIPAL TANK             APPROX.22.0 KM 0851506.3 |
 AW6870| CV7064 COLUMBIA RM 2                        19.514 METERS 10751     |
 AW6870| AW6871 WEST COLUMBIA MUNICIPAL TANK        APPROX. 1.5 KM 1143214.1 |
 AW6870| AW6859 BRAZORIA MUNICIPAL TANK             APPROX.14.3 KM 1425959.5 |
 AW6870| AM0461 BRAZORIA JEF LAKE SULPH CO TK       APPROX.20.0 KM 1540653.8 |
 AW6870| AM0462 BRAZORIA JEF LAKE SULPH CO STK      APPROX.20.0 KM 1542159.3 |
 AW6870| AW6869 SWEENY MUNICIPAL TANK               APPROX.12.9 KM 1980241.7 |
 AW6870| AW6867 OLD OCEAN PHILLIPS PETROL MAST      APPROX.11.2 KM 2252613.6 |
 AW6870| AW6885 NEW GULF TEX SULPHUR CO S STK       APPROX.26.6 KM 2984049.5 |
 AW6870| AW6884 NEW GULF TEX SULPHUR CO N STK       APPROX.26.6 KM 2984753.5 |
 AW6870| AW6852 DAMON WEST MUNICIPAL TANK           APPROX.17.5 KM 3332413.3 |
 AW6870| AW6853 DAMON EAST MUNICIPAL TANK           APPROX.17.4 KM 3353618.7 |
 AW6870| CV7062 COLUMBIA AZ MK                                     3384655.3 |
 AW6870|---------------------------------------------------------------------|
 AW6870
 AW6870                          SUPERSEDED SURVEY CONTROL
 AW6870
 AW6870  NAD 83(1986)-  29 08 55.43514(N)    095 39 33.41012(W) AD(       ) 2
 AW6870  NAD 27      -  29 08 54.54400(N)    095 39 32.60100(W) AD(       ) 2
 AW6870
 AW6870.Superseded values are not recommended for survey control.
 AW6870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6870.See file dsdata.txt to determine how the superseded data were derived.
 AW6870
 AW6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4130827389(NAD 83)
 AW6870_MARKER: DS = TRIANGULATION STATION DISK
 AW6870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6870
 AW6870  HISTORY     - Date     Condition        Report By
 AW6870  HISTORY     - 1952     MONUMENTED       CGS
 AW6870  HISTORY     - 1970     GOOD             NGS
 AW6870
 AW6870                          STATION DESCRIPTION
 AW6870
 AW6870'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6870'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF WEST
 AW6870'COLUMBIA ABOUT 0.5 MILE WEST OF THE BUSINESS DISTRICT, JUST
 AW6870'NORTH OF A MOTEL AND TRAILER COURT, 93 FEET WEST OF THE CENTER
 AW6870'OF STATE HIGHWAY 36, 47 FEET NORTHEAST OF A FENCE CORNER
 AW6870'AND 39 FEET NORTH OF THE CENTER OF DRIVEWAY INTO TRAILER COURT.
 AW6870'IT IS STAMPED COLUMBIA 1952 AND IS FLUSH WITH THE GROUND
 AW6870'SURFACE.
 AW6870'
 AW6870'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 51 FEET
 AW6870'WEST OF THE CENTER OF STATE HIGHWAY 36 AND 50 FEET EAST OF A
 AW6870'NORTH-SOUTH FENCE LINE.  IT IS STAMPED COLUMBIA NO 1 1952 AND
 AW6870'IS FLUSH WITH THE GROUND SURFACE.
 AW6870'
 AW6870'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 49 FEET
 AW6870'WEST OF THE CENTER OF STATE HIGHWAY 36 AND 16 FEET NORTH
 AW6870'OF THE CENTER OF DRIVEWAY INTO MOTEL AND TRAILER COURT.  IT IS
 AW6870'STAMPED COLUMBIA NO 2 1952 AND IS FLUSH WITH THE GROUND SURFACE.
 AW6870'
 AW6870'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 109.42 FEET.
 AW6870'
 AW6870'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 40 FEET EAST
 AW6870'OF THE CENTER OF STATE HIGHWAY 36, 3 FEET SOUTH OF A POWER LINE
 AW6870'POLE AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 AW6870'STAMPED COLUMBIA 1952 AND PROJECTS 6 INCHES.
 AW6870'
 AW6870'TO REACH THE STATION FROM THE POST OFFICE IN WEST COLUMBIA,
 AW6870'GO WEST FOR 0.75 MILE TO STATE HIGHWAY 36, TURN RIGHT AND GO
 AW6870'NORTH ON STATE HIGHWAY 36 FOR 0.15 MILE TO STATION ON LEFT JUST
 AW6870'NORTH OF MOTEL AS DESCRIBED, CONTINUE NORTH FOR 0.4 MILE TO
 AW6870'AZIMUTH MARK ON RIGHT AS DESCRIBED.
 AW6870'
 AW6870'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW6870
 AW6870                          STATION RECOVERY (1970)
 AW6870
 AW6870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AW6870'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 AW6870'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 AW6870'STATION WAS RECOVERED AT THE REQUEST OF LAND OWNER TO REMOVE THE
 AW6870'METAL WITNESS POST AT THE STATION MARK.
 AW6870'
 AW6870'THE ORIGINAL DESCRIPTION WAS FOUND TO BE ADEQUATE FOR RECOVERY
 AW6870'OF STATION.  ADDITIONAL MEASUREMENTS WERE MADE AT TIME THE
 AW6870'STATION WAS VISITED FOR FUTURE RECOVERY AS FOLLOWS--
 AW6870'
 AW6870'TO REACH STATION FROM THE POST OFFICE IN WEST COLUMBIA, GO
 AW6870'WEST FOR 0.9 MILE TO THE JUNCTION OF STATE HIGHWAY 36.  TURN
 AW6870'RIGHT, NORTH, ON STATE HIGHWAY 36 GO 0.15 MILE TO STATION ON
 AW6870'THE LEFT.  CONTINUE ON THE HIGHWAY 0.4 MILE TO AZIMUTH MARK
 AW6870'ON THE RIGHT.
 AW6870'
 AW6870'STATION MARK A STANDARD DISK, STAMPED COLUMBIA 1952, IS SET
 AW6870'IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 AW6870'GROUND.  THE STATION MARK IS ON PROPERTY OF MR. JOHN W. DAMON,
 AW6870'100 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 36, 62.5
 AW6870'FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF ROSCOES
 AW6870'MOTEL, 61 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 AW6870'MOTEL, 40 FEET NORTH OF THE CENTER LINE OF DRIVEWAY AND
 AW6870'63 FEET NORTHWEST OF THE ROSCOES COURT SIGN POST.
 AW6870'
 AW6870'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED COLUMBIA NO 1
 AW6870'1952 IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE
 AW6870'SURFACE OF GROUND.  IT IS ON THE WEST RIGHT-OF-WAY, 51 FEET
 AW6870'WEST OF THE CENTER LINE OF HIGHWAY AND 125 FEET NORTH OF THE
 AW6870'CENTER LINE OF THE DRIVEWAY LEADING TO ROSCOE COURTS.
 AW6870'
 AW6870'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED COLUMBIA NO
 AW6870'1 1952 IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE
 AW6870'SURFACE OF GROUND.  IT IS 49 FEET WEST OF THE CENTER LINE OF
 AW6870'HIGHWAY, AND 15 FEET NORTH OF THE CENTER LINE OF DRIVEWAY
 AW6870'INTO ROSCOES COURT.
 AW6870'
 AW6870'AZIMUTH MARK, A STANDARD DISK, STAMPED COLUMBIA 1952, IS
 AW6870'SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4 INCHES
 AW6870'ABOVE GROUND.  IT IS 40 FEET EAST OF THE CENTER LINE OF
 AW6870'HIGHWAY, AND 3 FEET SOUTH OF A POWER LINE POLE, AND AT THE
 AW6870'WEST EDGE OF A LAWN.
 AW6870'
 AW6870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 AW6870'0.5 MILE WEST OF WEST COLUMBIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1189 ***********************************************************************
 AX1189  DESIGNATION -  COLUMBUS
 AX1189  PID         -  AX1189
 AX1189  STATE/COUNTY-  TX/COLORADO
 AX1189  USGS QUAD   -  COLUMBUS (1981)
 AX1189
 AX1189                         *CURRENT SURVEY CONTROL
 AX1189  ___________________________________________________________________
 AX1189* NAD 83(1993)-  29 42 11.62150(N)    096 32 34.38560(W)     ADJUSTED  
 AX1189* NAVD 88     -        62.00   (+/-2cm)     203.4    (feet)  VERTCON   
 AX1189  ___________________________________________________________________
 AX1189  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AX1189  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1189
 AX1189  HORZ ORDER  -  SECOND
 AX1189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1189
 AX1189.The horizontal coordinates were established by classical geodetic methods
 AX1189.and adjusted by the National Geodetic Survey in February 1996..
 AX1189
 AX1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1189.The vertical order pertains to the NGVD 29 superseded value.
 AX1189
 AX1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX1189
 AX1189.The geoid height was determined by GEOID03.
 AX1189
 AX1189;                    North         East     Units Scale Factor Converg.
 AX1189;SPC TXSC     - 4,209,732.486   837,735.009   MT  0.99988383   +1 12 13.6
 AX1189;SPC TXSC     -13,811,430.66  2,748,468.94   sFT  0.99988383   +1 12 13.6
 AX1189;UTM  14      - 3,288,428.121   737,722.366   MT  1.00029732   +1 13 05.1
 AX1189
 AX1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX1189!SPC TXSC     -   0.99999452  x   0.99988383  =   0.99987835
 AX1189!UTM  14      -   0.99999452  x   1.00029732  =   1.00029184
 AX1189
 AX1189|---------------------------------------------------------------------|
 AX1189| PID    Reference Object                     Distance      Geod. Az  |
 AX1189|                                                           dddmmss.s |
 AX1189| CV7066 COLUMBUS RM 3                        26.184 METERS 01724     |
 AX1189| AX2770 COLUMBUS COLORADO CO CTHSE          420.476 METERS 0435534.4 |
 AX1189| AX1190 COLUMBUS RM 1                        52.267 METERS 05546     |
 AX1189| AX2771 COLUMBUS MAG STA 1943                35.065 METERS 06604     |
 AX1189| AX1191 COLUMBUS RM 2                        24.400 METERS 14320     |
 AX1189| AX1188 COLUMBUS AZ MK                                     2670315.7 |
 AX1189|---------------------------------------------------------------------|
 AX1189
 AX1189                          SUPERSEDED SURVEY CONTROL
 AX1189
 AX1189  NAD 83(1986)-  29 42 11.63653(N)    096 32 34.37158(W) AD(       ) 2
 AX1189  NAD 27      -  29 42 10.79100(N)    096 32 33.47200(W) AD(       ) 2
 AX1189  NGVD 29 (??/??/92)   61.98   (m)          203.3    (f) COMPUTED    2 0
 AX1189
 AX1189.Superseded values are not recommended for survey control.
 AX1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1189.See file dsdata.txt to determine how the superseded data were derived.
 AX1189
 AX1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3772288428(NAD 83)
 AX1189_MARKER: DS = TRIANGULATION STATION DISK
 AX1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1189_STAMPING: COLUMBUS 1943
 AX1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1189+STABILITY: SURFACE MOTION
 AX1189
 AX1189  HISTORY     - Date     Condition        Report By
 AX1189  HISTORY     - 1943     MONUMENTED       CGS
 AX1189  HISTORY     - 1943     GOOD             CGS
 AX1189  HISTORY     - 1943     GOOD             CGS
 AX1189  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AX1189  HISTORY     - 1950     GOOD             CGS
 AX1189  HISTORY     - 1952     GOOD             CGS
 AX1189  HISTORY     - 1953     GOOD             CGS
 AX1189  HISTORY     - 1957     GOOD             USGS
 AX1189  HISTORY     - 1963     GOOD             CGS
 AX1189  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1189  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1189  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX1189
 AX1189                          STATION DESCRIPTION
 AX1189
 AX1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX1189'IN THE GROUNDS OF THE COLUMBUS PUBLIC SCHOOL IN COLUMBUS, WHICH
 AX1189'IS 2 BLOCKS S AND 2 BLOCKS W OF THE SW CORNER OF COURTHOUSE
 AX1189'SQUARE.  THE STATION IS IN THE EXTREME SW CORNER OF THE YARD,
 AX1189'34 FEET N OF THE CENTER LINE OF THE STREET, 42 FEET E OF THE
 AX1189'CENTER LINE OF THE OTHER ROAD, 50 FEET ENE OF THE INTERSECTION
 AX1189'OF THE STREETS.  THE MARK IS SET FLUSH WITH THE GROUND AND
 AX1189'IS STAMPED COLUMBUS 1943.  COLUMBUS MAG WAS CONNECTED TO THIS
 AX1189'STATION BY TRAVERSE.
 AX1189'
 AX1189'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX1189'DISKS SET IN CONCRETE.
 AX1189'
 AX1189'REFERENCE MARK NO. 1 IS NE OF THE STATION AT THE NW CORNER OF THE
 AX1189'ONE-STORY SCHOOL BUILDING.  THE MARK PROJECTS 2 INCHES.
 AX1189'
 AX1189'REFERENCE MARK NO. 2 IS S OF THE STATION, 30 FEET S OF THE
 AX1189'CENTER LINE OF THE STREET IN THE FENCE LINE.  THE MARK PROJECTS
 AX1189'6 INCHES.
 AX1189'
 AX1189'THE AZIMUTH MARK IS 0.25 MILE W OF THE STATION, 25 FEET S
 AX1189'OF THE CENTER LINE OF THE STREET, 124 FEET E OF THE RAILROAD
 AX1189'TRACKS AND 6 FEET N OF FENCE.  THE MARK PROJECTS 4 INCHES.
 AX1189'
 AX1189'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF
 AX1189'THE STATION AND WITH THEIR RESPECTIVE NUMBERS.
 AX1189'
 AX1189'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX1189
 AX1189                          STATION RECOVERY (1943)
 AX1189
 AX1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AX1189'ORIGINAL DESCRIPTION NOT AVAILABLE AT THE TIME OF RECOVERY.
 AX1189'STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK WAS RECOVERED
 AX1189'AND FOUND TO BE IN GOOD CONDITION.
 AX1189'
 AX1189'STATION IS LOCATED AT THE SOUTHWEST CORNER OF PLAYGROUND
 AX1189'AROUND THE COLUMBUS HIGH SCHOOL, 217.5 FEET WEST OF THE SOUTHWEST
 AX1189'CORNER OF HIGH SCHOOL BUILDING, 40.5 FEET EAST OF THE CENTERLINE
 AX1189'OF NORTH-SOUTH STREET, 33.5 FEET NORTH OF EAST-WEST STREET AND
 AX1189'21.3 FEET EAST OF EDGE OF CONCRETE CURB ALONG THE WEST SIDE
 AX1189'OF PLAYGROUND.  IT IS STAMPED COLUMBUS 1943.  THE TOP OF
 AX1189'THE MONUMENT IS FLUSH WITH THE SURFACE OF THE GROUND.
 AX1189'
 AX1189'R.M. NO. 1 IS 171.5 FEET NORTHEASTERLY FROM THE
 AX1189'STATION, 1.9 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AX1189'HIGHSCHOOL BUILDING, 24.8 FEET NORTH OF THE CENTERLINE OF
 AX1189'ENTRANCE ON THE WEST SIDE OF THE BUILDING.  IT IS STAMPED
 AX1189'COLUMBUS NO. 1 1943.  THE MONUMENT PROJECTS 0.1 FOOT.
 AX1189'
 AX1189'R.M. NO. 2 IS 80.1 FEET SOUTHEASTERLY FROM THE
 AX1189'STATION, 146 FEET SOUTHWEST OF AND ACROSS THE STREET FROM THE
 AX1189'SOUTHWEST CORNER OF HIGH SCHOOL BUILDING, 88.5 FEET EAST OF THE
 AX1189'CENTERLINE OF NORTH-SOUTH STREET, 31.5 FEET SOUTH OF THE
 AX1189'CENTERLINE OF EAST-WEST STREET.  IT IS STAMPED COLUMBUS NO. 2
 AX1189'1943.  THE MONUMENT PROJECTS ABOUT 0.5 FOOT.  AZIMUTH MARK IS
 AX1189'ABOUT 0.35 MILE WESTERLY FROM THE STATION, ABOUT 94 YARDS WEST
 AX1189'OF THE CENTERLINE OF STATE HIGHWAY NO. 71, ABOUT 123 FEET EAST
 AX1189'OF THE CENTERLINE OF RAILROAD TRACK LEADING EAST TO A GRAVEL
 AX1189'PIT, 25.6 FEET SOUTH OF CENTERLINE OF EAST-WEST STREET AND
 AX1189'5.8 FEET NORTH OF RIGHT-OF-WAY FENCE.  IT IS STAMPED COLUMBUS
 AX1189'1943.  THE MONUMENT PROJECTS 0.2 FOOT.
 AX1189
 AX1189                          STATION RECOVERY (1943)
 AX1189
 AX1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX1189'IN COLUMBUS.
 AX1189'AT COLUMBUS, COLORADO COUNTY, AT THE HIGH SCHOOL, AT THE SOUTHWEST
 AX1189'CORNER OF THE PLAYGROUND, ABOUT 218 FEET WEST OF THE SOUTHWEST CORNER
 AX1189'OF THE SOUTH END OF THE SCHOOL BUILDING, 40.5 FEET EAST OF THE
 AX1189'CENTERLINE OF A NORTH-AND-SOUTH STREET, 33.5 FEET NORTH OF THE
 AX1189'CENTERLINE OF AN EAST-AND-WEST STREET, AND 21.3 FEET EAST OF THE EAST
 AX1189'EDGE OF THE CONCRETE CURB ALONG THE WEST SIDE OF THE PLAYGROUND.  A
 AX1189'STANDARD TRIANGULATION-STATION DISK, STAMPED COLUMBUS 1943 AND SET IN
 AX1189'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AX1189
 AX1189                          STATION RECOVERY (1948)
 AX1189
 AX1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CLC)
 AX1189'SEARCHED ENTIRE AREA FOR R.M. NO. 1 DESCRIBED AROUND NW
 AX1189'CORNER OF COLUMBUS HIGH SCHOOL BUILDING.  NATIVES QUESTIONED
 AX1189'KNEW NOTHING OF THE MARK.
 AX1189
 AX1189                          STATION RECOVERY (1950)
 AX1189
 AX1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AX1189'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 AX1189'2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN
 AX1189'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS REMOVED, AS REQUESTED
 AX1189'BY THE SCHOOL BOARD, AND A NEW MARK (REFERENCE MARK NO. 3) WAS
 AX1189'ESTABLISHED.  REFERENCE MARK NO. 1 IS NOW OBSTRUCTED BY THE
 AX1189'HIGH SCHOOL GYMNASIUM.  FOLLOWING IS A COMPLETE AND NEW
 AX1189'DESCRIPTION--
 AX1189'
 AX1189'THE STATION IS LOCATED ON THE COLUMBUS SCHOOL GROUNDS ON WHICH
 AX1189'ARE LOCATED, THE GRADE SCHOOL, THE HIGH SCHOOL, AND THE NEW HIGH
 AX1189'SCHOOL GYMNASIUM.  IT IS SITUATED AT THE SOUTHWEST CORNER
 AX1189'OF THE SCHOOL GROUNDS, 51 FEET EAST-NORTHEAST OF THE STREET
 AX1189'INTERSECTION, 21.3 FEET EAST OF A CONCRETE CURB ALONG THE WEST
 AX1189'END OF THE SCHOOL GROUND, AND 26.5 FEET WEST OF THE SOUTHWEST
 AX1189'CORNER OF THE GYMNASIUM.  IT IS SET FLUSH AND THE DISK IS
 AX1189'STAMPED COLUMBUS 1943.
 AX1189'
 AX1189'REFERENCE MARK NO. 1 IS SET AT THE NORTHWEST CORNER OF THE
 AX1189'HIGH SCHOOL BUILDING.  IT IS STAMPED COLUMBUS NO 1 1943 AND
 AX1189'PROJECTS 1 INCH ABOVE THE GROUND.
 AX1189'
 AX1189'REFERENCE MARK NO. 3 IS SET 18 INCHES SOUTHWEST OF THE INSIDE
 AX1189'CORNER OF THE GYMNASIUM, NEAR THE WEST ENTRANCE.  IT IS A STANDARD
 AX1189'REFERENCE MARK DISK THAT IS WELDED TO THE TOP OF A 3-FOOT
 AX1189'LENGTH OF 3-INCH CAST-IRON PIPE WHICH IS SET IN CONCRETE.  IT
 AX1189'IS STAMPED COLUMBUS NO 3 1950 AND IS SET FLUSH WITH THE SURFACE
 AX1189'OF THE GROUND.
 AX1189'
 AX1189'THE AZIMUTH MARK IS LOCATED 0.3 MILE WEST FROM THE STATION,
 AX1189'124 FEET EAST OF A RAILROAD TRACK, ABOUT 94 YARDS WEST FROM THE
 AX1189'CENTER OF STATE HIGHWAY 71, 26 FEET SOUTH OF THE CENTER OF THE
 AX1189'EAST-WEST STREET AND 6 FEET NORTH OF THE FENCE LINE.  IT IS
 AX1189'STAMPED COLUMBUS 1943 AND PROJECTS 2 INCHES ABOVE THE GROUND.
 AX1189
 AX1189                          STATION RECOVERY (1952)
 AX1189
 AX1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AX1189'STATION LOCATED AND FOUND AS DESCRIBED.  THE STATION AND 2
 AX1189'REFERENCE MARKS FOUND IN PLACE IN GOOD CONDITION.
 AX1189'
 AX1189'THE AZIMUTH MARK WAS NOT VISITED.
 AX1189'
 AX1189'THE DESCRIPTION IS ADEQUATE, ALTHOUGH THE E-W STREET HAS
 AX1189'BEEN CUT OUT AND IS NOW IN LAWN, AS THERE HAVE BEEN NEW BUILDINGS
 AX1189'BUILT SINCE THE STATION WAS ESTABLISHED.  THE STATION MARK IS
 AX1189'NOW ABOUT 8-INCHES BELOW THE SURFACE OF THE LAWN.
 AX1189
 AX1189                          STATION RECOVERY (1953)
 AX1189
 AX1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AX1189'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND
 AX1189'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION SUBMITTED IN
 AX1189'1943 ADEQUATE.
 AX1189'
 AX1189'DUE TO EXTENSIVE CONSTRUCTION NOW IN PROGRESS AND AT THE REQUEST
 AX1189'OF THE SCHOOL SUPERINTENDANT REFERENCE MARK NO. 1 AND REFERENCE
 AX1189'MARK NO. 3 WERE DESTROYED AND TWO NEW REFERENCE MARKS NOS.
 AX1189'4 AND 5 WERE ESTABLISHED BY THIS PARTY.
 AX1189'
 AX1189'REFERENCE MARK NO. 4 IS A BRONZE DISK SET IN THE TOP OF A TWO
 AX1189'INCH IRON PIPE, 17 FEET WEST OF THE SOUTHEAST CORNER OF THE
 AX1189'AUDITORIUM AND 17 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE
 AX1189'SIDEWALK.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 AX1189'COLOMBUS NO 4 1943.
 AX1189'
 AX1189'REFERENCE MARK NO. 5 IS A BRONZE DISK SET IN THE TOP OF A TWO
 AX1189'INCH IRON PIPE, 44 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AX1189'NEW GRAMMER SCHOOL, 38 FEET SOUTH OF A FIRE PLUG AND 25
 AX1189'FEET EAST OF THE CENTER OF LIVE OAK STREET.  THE MARK IS SET
 AX1189'FLUSH WITH THE GROUND AND THE DISK IS STAMPED COLUMBUS NO 5
 AX1189'1943.
 AX1189'
 AX1189'DISTANCE AND DIRECTIONS TO OBJECTS VISIBLE FROM THE GROUND.
 AX1189'
 AX1189'THE AZIMUTH MARK WAS NOT VISIBLE FROM THE GROUND.  AFTER
 AX1189'OBSERVATIONS REFERENCE MARK NO. 3 WAS DESTROYED.
 AX1189
 AX1189                          STATION RECOVERY (1957)
 AX1189
 AX1189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AX1189'REVISED DESCRIPTION--CHANGE TO READ - 33-1/2 FEET NORTH OF T-ROAD
 AX1189'WEST CENTERLINE ABOUT 4 INCHES BELOW THE GROUND.
 AX1189
 AX1189                          STATION RECOVERY (1963)
 AX1189
 AX1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX1189'STATION AND REFERENCE MARKS NO. 5 WERE RECOVERED IN GOOD
 AX1189'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 AX1189'SITE ARE CORRECT.
 AX1189
 AX1189                          STATION RECOVERY (1987)
 AX1189
 AX1189'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBB)
 AX1189'MARK NOT FOUND.
 AX1189
 AX1189                          STATION RECOVERY (1991)
 AX1189
 AX1189'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJG)
 AX1189'MARK NOT FOUND.
 AX1189
 AX1189                          STATION RECOVERY (2005)
 AX1189
 AX1189'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1188 ***********************************************************************
 AX1188  DESIGNATION -  COLUMBUS AZ MK
 AX1188  PID         -  AX1188
 AX1188  STATE/COUNTY-  TX/COLORADO
 AX1188  USGS QUAD   -  COLUMBUS (1981)
 AX1188
 AX1188                         *CURRENT SURVEY CONTROL
 AX1188  ___________________________________________________________________
 AX1188* NAD 83(1986)-  29 42 10.     (N)    096 32 52.     (W)     SCALED    
 AX1188* NAVD 88     -        61.06   (+/-2cm)     200.3    (feet)  VERTCON   
 AX1188  ___________________________________________________________________
 AX1188  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1188
 AX1188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1188
 AX1188.The horizontal coordinates were scaled from a topographic map and have
 AX1188.an estimated accuracy of +/- 6 seconds.
 AX1188
 AX1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1188.The vertical order pertains to the NGVD 29 superseded value.
 AX1188
 AX1188.The geoid height was determined by GEOID03.
 AX1188
 AX1188;                    North         East    Units  Estimated Accuracy
 AX1188;SPC TXSC     - 4,209,670.      837,260.      MT  (+/- 180 meters Scaled)
 AX1188
 AX1188                          SUPERSEDED SURVEY CONTROL
 AX1188
 AX1188  NGVD 29 (??/??/92)   61.044  (m)          200.28   (f) ADJ UNCH    2 0
 AX1188
 AX1188.Superseded values are not recommended for survey control.
 AX1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1188.See file dsdata.txt to determine how the superseded data were derived.
 AX1188
 AX1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT372883(NAD 83)
 AX1188_MARKER: DZ = AZIMUTH MARK DISK
 AX1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1188_STAMPING: COLUMBUS 1943
 AX1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1188+STABILITY: SURFACE MOTION
 AX1188
 AX1188  HISTORY     - Date     Condition        Report By
 AX1188  HISTORY     - 1943     MONUMENTED       CGS
 AX1188  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1188
 AX1188                          STATION DESCRIPTION
 AX1188
 AX1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1188'IN COLUMBUS.
 AX1188'0.35 MILE NORTHWEST ALONG STATE HIGHWAY 71 FROM THE HIGH SCHOOL AT
 AX1188'COLUMBUS, COLORADO COUNTY, 94 YARDS WEST OF THE CENTERLINE OF THE
 AX1188'HIGHWAY, 132 FEET EAST OF THE CENTERLINE OF A RAILROAD TRACK LEADING
 AX1188'SOUTH TO A GRAVEL PIT, 26.5 FEET SOUTH OF THE CENTERLINE OF AN
 AX1188'EAST-AND-WEST STREET, AND 5.8 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 AX1188'FENCE.  A STANDARD AZIMUTH-MARK DISK, STAMPED COLUMBUS 1943 AND SET IN
 AX1188'THE TOP OF A CONCRETE POST.
 AX1188
 AX1188                          STATION RECOVERY (1987)
 AX1188
 AX1188'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBB)
 AX1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1046 ***********************************************************************
 AX1046  DESIGNATION -  COLUMBUS BM
 AX1046  PID         -  AX1046
 AX1046  STATE/COUNTY-  TX/COLORADO
 AX1046  USGS QUAD   -  COLUMBUS (1981)
 AX1046
 AX1046                         *CURRENT SURVEY CONTROL
 AX1046  ___________________________________________________________________
 AX1046* NAD 83(1986)-  29 42 26.     (N)    096 32 12.     (W)     SCALED    
 AX1046* NAVD 88     -        59.99   (+/-2cm)     196.8    (feet)  VERTCON   
 AX1046  ___________________________________________________________________
 AX1046  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1046
 AX1046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1046
 AX1046.The horizontal coordinates were scaled from a topographic map and have
 AX1046.an estimated accuracy of +/- 6 seconds.
 AX1046
 AX1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1046.The vertical order pertains to the NGVD 29 superseded value.
 AX1046
 AX1046.The geoid height was determined by GEOID03.
 AX1046
 AX1046;                    North         East    Units  Estimated Accuracy
 AX1046;SPC TXSC     - 4,210,190.      838,330.      MT  (+/- 180 meters Scaled)
 AX1046
 AX1046                          SUPERSEDED SURVEY CONTROL
 AX1046
 AX1046  NGVD 29 (??/??/92)   59.97   (m)          196.8    (f) COMPUTED    2 0
 AX1046
 AX1046.Superseded values are not recommended for survey control.
 AX1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1046.See file dsdata.txt to determine how the superseded data were derived.
 AX1046
 AX1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT383888(NAD 83)
 AX1046_MARKER: DB = BENCH MARK DISK
 AX1046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1046_SP_SET: ABUTMENT
 AX1046_STAMPING: COLUMBUS 1934
 AX1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1046+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1046
 AX1046  HISTORY     - Date     Condition        Report By
 AX1046  HISTORY     - 1934     MONUMENTED       CGS
 AX1046  HISTORY     - 1943     GOOD             NGS
 AX1046  HISTORY     - 1987     GOOD             USPSQD
 AX1046  HISTORY     - 20050318 GOOD             USPSQD
 AX1046
 AX1046                          STATION DESCRIPTION
 AX1046
 AX1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1046'0.15 MI E FROM COLUMBUS.
 AX1046'0.15 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 AX1046'COLUMBUS, COLORADO COUNTY, 3 POLES WEST OF MILEPOST 84, AT THE LARGE
 AX1046'STEEL RAILROAD BRIDGE OVER COLORADO RIVER, IN THE TOP OF THE NORTH END
 AX1046'OF THE WEST ABUTMENT, 13.5 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 AX1046'AND ABOUT 6-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 AX1046'COLUMBUS 1934.
 AX1046
 AX1046                          STATION RECOVERY (1987)
 AX1046
 AX1046'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX1046'RECOVERED IN GOOD CONDITION.
 AX1046
 AX1046                          STATION RECOVERY (2005)
 AX1046
 AX1046'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2770 ***********************************************************************
 AX2770  DESIGNATION -  COLUMBUS COLORADO CO CTHSE
 AX2770  PID         -  AX2770
 AX2770  STATE/COUNTY-  TX/COLORADO
 AX2770  USGS QUAD   -  COLUMBUS (1981)
 AX2770
 AX2770                         *CURRENT SURVEY CONTROL
 AX2770  ___________________________________________________________________
 AX2770* NAD 83(1993)-  29 42 21.45677(N)    096 32 23.53391(W)     ADJUSTED  
 AX2770* NAVD 88     -                                                        
 AX2770  ___________________________________________________________________
 AX2770  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AX2770  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX2770
 AX2770  HORZ ORDER  -  THIRD
 AX2770
 AX2770.The horizontal coordinates were established by classical geodetic methods
 AX2770.and adjusted by the National Geodetic Survey in February 1996..
 AX2770
 AX2770
 AX2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2770
 AX2770.The geoid height was determined by GEOID03.
 AX2770
 AX2770;                    North         East     Units Scale Factor Converg.
 AX2770;SPC TXSC     - 4,210,041.353   838,020.248   MT  0.99988414   +1 12 18.9
 AX2770;SPC TXSC     -13,812,444.01  2,749,404.76   sFT  0.99988414   +1 12 18.9
 AX2770;UTM  14      - 3,288,737.188   738,007.645   MT  1.00029900   +1 13 10.9
 AX2770
 AX2770                          SUPERSEDED SURVEY CONTROL
 AX2770
 AX2770  NAD 83(1986)-  29 42 21.47179(N)    096 32 23.51986(W) AD(       ) 4
 AX2770  NAD 27      -  29 42 20.62800(N)    096 32 22.61900(W) AD(       ) 3
 AX2770
 AX2770.Superseded values are not recommended for survey control.
 AX2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2770.See file dsdata.txt to determine how the superseded data were derived.
 AX2770
 AX2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3800888737(NAD 83)
 AX2770_MARKER: 89 = SPIRE
 AX2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2770+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 AX2770
 AX2770  HISTORY     - Date     Condition        Report By
 AX2770  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2770  HISTORY     - 1954     GOOD             CGS
 AX2770  HISTORY     - 1963     GOOD             CGS
 AX2770  HISTORY     - 19910608 GOOD             USPSQD
 AX2770  HISTORY     - 20040318 GOOD             USPSQD
 AX2770
 AX2770                          STATION DESCRIPTION
 AX2770
 AX2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2770'THIS IS AN INTERSECTION STATION.  THE COLORADO COUNTY COURTHOUSE
 AX2770'IS LOCATED IN THE CENTRAL SQUARE IN COLUMBUS.  THE COURTHOUSE
 AX2770'IS A THREE-STORY YELLOW BRICK BUILDING WITH A LARGE SILVER
 AX2770'DOME IN THE CENTER WITH A CLOCK AT EACH OF THE CARDINAL
 AX2770'POINTS OF THE COMPASS.  THE DOME IS SURMOUNTED WITH A SMALL
 AX2770'SPIRE ABOUT 6 FEET HIGHER THAN THE ROOF.  THE TOP OF THE
 AX2770'SPIRE IS ABOUT 65 FEET HIGH.  THE SPIRE WAS THE POINT OBSERVED
 AX2770'UPON.
 AX2770
 AX2770                          STATION RECOVERY (1954)
 AX2770
 AX2770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2770'STATION RECOVERED AS PREVIOUSLY DESCRIBED.  THE STATION
 AX2770'IS SHOWN AS COLUMBUS, COLORADO COUNTY COURTHOUSE, DOME ON
 AX2770'ALL 1954 COMPUTATIONS.
 AX2770
 AX2770                          STATION RECOVERY (1963)
 AX2770
 AX2770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2770'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2770'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2770
 AX2770                          STATION RECOVERY (1991)
 AX2770
 AX2770'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJG)
 AX2770'RECOVERED IN GOOD CONDITION.
 AX2770
 AX2770                          STATION RECOVERY (2004)
 AX2770
 AX2770'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX2770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2771 ***********************************************************************
 AX2771  DESIGNATION -  COLUMBUS MAG STA 1943
 AX2771  PID         -  AX2771
 AX2771  STATE/COUNTY-  TX/COLORADO
 AX2771  USGS QUAD   -  COLUMBUS (1981)
 AX2771
 AX2771                         *CURRENT SURVEY CONTROL
 AX2771  ___________________________________________________________________
 AX2771* NAD 83(1993)-  29 42 12.08356(N)    096 32 33.19335(W)     ADJUSTED  
 AX2771* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 AX2771  ___________________________________________________________________
 AX2771  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AX2771  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX2771
 AX2771  HORZ ORDER  -  SECOND
 AX2771
 AX2771.The horizontal coordinates were established by classical geodetic methods
 AX2771.and adjusted by the National Geodetic Survey in February 1996..
 AX2771
 AX2771.The orthometric height was scaled from a topographic map.
 AX2771
 AX2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2771
 AX2771.The geoid height was determined by GEOID03.
 AX2771
 AX2771;                    North         East     Units Scale Factor Converg.
 AX2771;SPC TXSC     - 4,209,747.382   837,766.749   MT  0.99988385   +1 12 14.2
 AX2771;SPC TXSC     -13,811,479.54  2,748,573.08   sFT  0.99988385   +1 12 14.2
 AX2771;UTM  14      - 3,288,443.031   737,754.115   MT  1.00029751   +1 13 05.7
 AX2771
 AX2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2771!SPC TXSC     -   0.99999452  x   0.99988385  =   0.99987837
 AX2771!UTM  14      -   0.99999452  x   1.00029751  =   1.00029203
 AX2771
 AX2771                          SUPERSEDED SURVEY CONTROL
 AX2771
 AX2771  NAD 83(1986)-  29 42 12.09859(N)    096 32 33.17933(W) AD(       ) 2
 AX2771  NAD 27      -  29 42 11.25300(N)    096 32 32.28000(W) AD(       ) 2
 AX2771
 AX2771.Superseded values are not recommended for survey control.
 AX2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2771.See file dsdata.txt to determine how the superseded data were derived.
 AX2771
 AX2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3775488443(NAD 83)
 AX2771_MARKER: V = STONE MONUMENT
 AX2771_SETTING: 0 = UNSPECIFIED SETTING
 AX2771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2771
 AX2771  HISTORY     - Date     Condition        Report By
 AX2771  HISTORY     - 1943     MONUMENTED       CGS
 AX2771  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2771
 AX2771                          STATION DESCRIPTION
 AX2771
 AX2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2771'THIS TRAVERSE STATION IS ON THE GROUNDS OF THE COLUMBUS
 AX2771'PUBLIC SCHOOL IN COLUMBUS, WHICH IS 2 BLOCKS S AND 2 BLOCKS
 AX2771'W OF THE SW CORNER OF COURTHOUSE SQUARE.  THE MARK WAS RECOVERED
 AX2771'BUT ITS TOP, INCLUDING DISKS, HAVING BEEN REMOVED, EVIDENTLY
 AX2771'WITHOUT DISTURBING ITS POSITION.  THE MARK IS A STONE POST,
 AX2771'8 INCHES SQUARE, 1 FOOT BELOW THE SURFACE OF THE GROUND.  THE
 AX2771'CENTER OF THE POST WAS CONNECTED WITH TRIANGULATION STATION
 AX2771'COLUMBUS BY TRAVERSE.  THE STATION IS 38.4 FEET W OF THE SW
 AX2771'CORNER OF CONCRETE FOUNDATION OF 1 STORY NEAR EXTENSION OF
 AX2771'NEW SCHOOL BUILDING.  63.6 FEET SW OF THE NW CORNER.
 AX2771'APPROXIMATE DISTANCE TO CENTER OF STREET TO S IS 78 FEET.  TO
 AX2771'CENTER OF STREET TO W IS 146 FEET.  A 2-INCH IRON PIPE
 AX2771'1 FOOT LONG WAS SET ON THE MARK, THE TOP OF THE PIPE BEING
 AX2771'FLUSH WITH THE SURFACE OF THE GROUND.
 AX2771
 AX2771                          STATION RECOVERY (2005)
 AX2771
 AX2771'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6642 ***********************************************************************
 AB6642  SACS        -  This is a Secondary Airport Control Station.
 AB6642  DESIGNATION -  COM A
 AB6642  PID         -  AB6642
 AB6642  STATE/COUNTY-  TX/COLEMAN
 AB6642  USGS QUAD   -  COLEMAN (1987)
 AB6642
 AB6642                         *CURRENT SURVEY CONTROL
 AB6642  ___________________________________________________________________
 AB6642* NAD 83(1993)-  31 50 08.39082(N)    099 24 05.87203(W)     ADJUSTED  
 AB6642* NAVD 88     -       511.94   (meters)    1679.6    (feet)  GPS OBS   
 AB6642  ___________________________________________________________________
 AB6642  X           -    -886,049.555 (meters)                     COMP
 AB6642  Y           -  -5,351,246.042 (meters)                     COMP
 AB6642  Z           -   3,345,220.401 (meters)                     COMP
 AB6642  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AB6642  ELLIP HEIGHT-         485.90  (meters)          (07/09/01) GPS OBS
 AB6642  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AB6642
 AB6642  HORZ ORDER  -  FIRST
 AB6642  ELLP ORDER  -  FIFTH     CLASS I
 AB6642
 AB6642.This mark is at Coleman Muni (COM) Airport (COM)
 AB6642
 AB6642.The horizontal coordinates were established by GPS observations
 AB6642.and adjusted by the National Geodetic Survey in September 1996..
 AB6642
 AB6642.The orthometric height was determined by GPS observations and a
 AB6642.high-resolution geoid model.
 AB6642
 AB6642.GPS derived orthometric heights for airport stations designated as
 AB6642.PACS or SACS are published to 2 decimal places.  This maintains
 AB6642.centimeter relative accuracy between the PACS and SACS.  It does
 AB6642.not indicate centimeter accuracy relative to other marks which are
 AB6642.part of the NAVD 88 network.
 AB6642
 AB6642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6642
 AB6642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6642
 AB6642.The ellipsoidal height was determined by GPS observations
 AB6642.and is referenced to NAD 83.
 AB6642
 AB6642.The geoid height was determined by GEOID03.
 AB6642
 AB6642;                    North         East     Units Scale Factor Converg.
 AB6642;SPC TX C     - 3,240,823.900   788,194.005   MT  0.99998754   +0 28 47.6
 AB6642;SPC TX C     -10,632,603.08  2,585,933.16   sFT  0.99998754   +0 28 47.6
 AB6642;UTM  14      - 3,522,290.798   461,996.148   MT  0.99961781   -0 12 42.7
 AB6642
 AB6642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6642!SPC TX C     -   0.99992371  x   0.99998754  =   0.99991125
 AB6642!UTM  14      -   0.99992371  x   0.99961781  =   0.99954155
 AB6642
 AB6642                          SUPERSEDED SURVEY CONTROL
 AB6642
 AB6642  ELLIP H (09/09/96)  485.95   (m)                       GP(       ) 5 1
 AB6642
 AB6642.Superseded values are not recommended for survey control.
 AB6642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6642.See file dsdata.txt to determine how the superseded data were derived.
 AB6642
 AB6642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA6199622291(NAD 83)
 AB6642_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6642_SETTING: 0 = UNSPECIFIED SETTING
 AB6642_STAMPING: COM A 1995
 AB6642_MARK LOGO: NGS   
 AB6642_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6642+STABILITY: SURFACE MOTION
 AB6642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6642+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 AB6642
 AB6642  HISTORY     - Date     Condition        Report By
 AB6642  HISTORY     - 1995     MONUMENTED       NGS
 AB6642  HISTORY     - 20040920 GOOD             TXDOT
 AB6642
 AB6642                          STATION DESCRIPTION
 AB6642
 AB6642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6642'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF SANTA ANNA,
 AB6642'2.5 MI (4.0 KM) NORTHEAST OF COLEMAN, AT THE COLEMAN MUNICIPAL AIRPORT
 AB6642'NEAR THE THE APPROACH END OF RUNWAY 33.  OWNERSHIP--CITY OF COLEMAN,
 AB6642'BOX 592, COLEMAN, TX 76834.  AIRPORT MANAGER IS BOBBY BURKS, PHONE
 AB6642'(915) 625-2293.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 AB6642'84/283 AND STATE HIGHWAY 206 SOUTH NEAR THE NORTH SIDE OF COLEMAN, GO
 AB6642'SOUTHEAST ON US HGIHWAYS 84/283 FOR 0.5 MI (0.8 KM) TO A PAVED ROAD
 AB6642'LEFT, TURN LEFT AND GO NORTHEAST ON FARM ROAD 3425 FOR 0.6 MI (1.0 KM)
 AB6642'A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR 0.25
 AB6642'MI (0.40 KM) TO A CURVE RIGHT AND DIRT ROAD AHEAD, TURN RIGHT AND GO
 AB6642'SOUTH FOLLOWING PAVED ROAD FOR 0.25 MI (0.40 KM) TO A PAVED ROAD LEFT,
 AB6642'TURN LEFT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR O.1 MI TO A
 AB6642'PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.05 MI (0.08 KM) TO A
 AB6642'PARKING LOT WITH A GATE AT THE EAST END ON THE LEFT, TURN LEFT AND GO
 AB6642'EAST TO THE GATE, PASS THROUGH THE GATE AND BEAR RIGHT AND GO
 AB6642'SOUTHEAST ON THE TAXIWAY FOR 0.15 MI (0.24 KM) TO A FORK, BEAR RIGHT
 AB6642'AND GO SOUTH SOUTHEAST ON THE PARALLEL TAXIWAY FOR 0.55 MI (0.89 KM)
 AB6642'TO THE STATION ON THE RIGHT (ABOUT 168 FT (51.2 M) NORTH NORTHWEST OF
 AB6642'A TAXIWAY CURVE LEFT AT THE APPROACH END OF RUNWAY 33) .  THE STATION
 AB6642'IS SET INTO THE SOUTHEAST CORNER OF A 8 FT (2.4 M) X 10 FT (3.0 M)
 AB6642'POURED IN PLACE CONCRETE CULVERT HEADWALL, 110.8 FT (33.8 M) EAST
 AB6642'NORTHEAST FROM A WITNESS POST SET INTO A FENCELINE AND 40.0 FT (12.2
 AB6642'M) WEST SOUTHWEST FROM THE CENTER OF TAXIWAY.  DRL. THIS IS AN AIRPORT
 AB6642'SAC STATION.
 AB6642
 AB6642                          STATION RECOVERY (2004)
 AB6642
 AB6642'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2004 (SB)
 AB6642'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0873 ***********************************************************************
 BP0873  DESIGNATION -  COMANCHE
 BP0873  PID         -  BP0873
 BP0873  STATE/COUNTY-  TX/PECOS
 BP0873  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0873
 BP0873                         *CURRENT SURVEY CONTROL
 BP0873  ___________________________________________________________________
 BP0873* NAD 83(1993)-  30 58 37.01145(N)    102 50 21.07594(W)     ADJUSTED  
 BP0873* NAVD 88     -       890.     (meters)    2920.     (feet)  SCALED    
 BP0873  ___________________________________________________________________
 BP0873  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BP0873  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0873
 BP0873  HORZ ORDER  -  SECOND
 BP0873
 BP0873.The horizontal coordinates were established by classical geodetic methods
 BP0873.and adjusted by the National Geodetic Survey in February 1996..
 BP0873
 BP0873.The orthometric height was scaled from a topographic map.
 BP0873
 BP0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0873
 BP0873.The geoid height was determined by GEOID03.
 BP0873
 BP0873;                    North         East     Units Scale Factor Converg.
 BP0873;SPC TX C     - 3,147,946.809   460,671.198   MT  0.99988183   -1 17 26.4
 BP0873;SPC TX C     -10,327,888.82  1,511,385.42   sFT  0.99988183   -1 17 26.4
 BP0873;UTM  13      - 3,429,050.523   706,357.012   MT  1.00012530   +1 06 45.2
 BP0873
 BP0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0873!SPC TX C     -   0.99986390  x   0.99988183  =   0.99974575
 BP0873!UTM  13      -   0.99986390  x   1.00012530  =   0.99998918
 BP0873
 BP0873|---------------------------------------------------------------------|
 BP0873| PID    Reference Object                     Distance      Geod. Az  |
 BP0873|                                                           dddmmss.s |
 BP0873| CH8647 COMANCHE RM 2                         6.827 METERS 01833     |
 BP0873| CH8645 COMANCHE AZ MK                                     1130825.5 |
 BP0873| CH8646 COMANCHE RM 1                         9.058 METERS 32346     |
 BP0873|---------------------------------------------------------------------|
 BP0873
 BP0873                          SUPERSEDED SURVEY CONTROL
 BP0873
 BP0873  NAD 83(1986)-  30 58 37.01416(N)    102 50 21.06966(W) AD(       ) 2
 BP0873  NAD 27      -  30 58 36.46800(N)    102 50 19.51600(W) AD(       ) 2
 BP0873
 BP0873.Superseded values are not recommended for survey control.
 BP0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0873.See file dsdata.txt to determine how the superseded data were derived.
 BP0873
 BP0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0635729051(NAD 83)
 BP0873_MARKER: DS = TRIANGULATION STATION DISK
 BP0873_SETTING: 66 = SET IN ROCK OUTCROP
 BP0873
 BP0873  HISTORY     - Date     Condition        Report By
 BP0873  HISTORY     - 1943     MONUMENTED       CGS
 BP0873
 BP0873                          STATION DESCRIPTION
 BP0873
 BP0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0873'THE STATION IS LOCATED ABOUT 7 MILES AIRLINE NORTH NORTHEAST
 BP0873'OF FT. STOCKTON, ON EXTREME SOUTHEAST RIM OF A MESA OVERLOOKING
 BP0873'COMANCHE CREEK VALLEY.
 BP0873'
 BP0873'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 290 AND MAIN ST.
 BP0873'IN FT. STOCKTON GO NORTH ON PROLONGATION OF MAIN STREET 5.2
 BP0873'MILES.  THENCE RIGHT FORK AS PER SIGN BUNA VISTA AND IMPERIAL,
 BP0873'NORTHEASTERLY ON SURFACED ROAD 1.9 MILES TO SMALL CONCRETE
 BP0873'BRIDGE WITH AZIMUTH MARK IN WEST HEAD WALL.  FROM THIS POINT
 BP0873'FOLLOW FENCE LINE UP SIDE OF MESA TO RIM.  THENCE RIGHT ALONG
 BP0873'EDGE OF MESA ABOUT 200 YARDS TO STATION, ABOUT 20 FEET FROM
 BP0873'EDGE OF MESA.
 BP0873'
 BP0873'THE STATION MARK IS A STANDARD DISC SET IN A DRILL HOLE IN
 BP0873'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  IT IS STAMPED
 BP0873'COMANCHE 1943.
 BP0873'
 BP0873'REFERENCE MARK NO. 1 IS A STANDARD AZIMUTH DISC WEDGED IN A
 BP0873'DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.
 BP0873'IT IS STAMPED COMANCHE NO 1 1943.
 BP0873'
 BP0873'REFERENCE MARK NO. 2 IS A STANDARD AZIMUTH DISC WEDGED IN A
 BP0873'DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.
 BP0873'IT IS STAMPED COMANCHE NO 2 1943.
 BP0873'
 BP0873'THE AZIMUTH MARK IS IN THE WEST HEADWALL OF A SMALL CONCRETE
 BP0873'BRIDGE ABOUT 0.2 MILE EAST SOUTHEAST OF STATION.  IT IS A
 BP0873'STANDARD REFERENCE MARK DISC WEDGED IN A DRILL HOLE.  IT IS
 BP0873'STAMPED COMANCHE 1943.
 BP0873'
 BP0873'ALL OBSERVATIONS WERE FROM A 4 FOOT WOOD STAND.
 BP0873'
 BP0873'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3137 ***********************************************************************
 CS3137  DESIGNATION -  COMANCHE 2
 CS3137  PID         -  CS3137
 CS3137  STATE/COUNTY-  TX/HOOD
 CS3137  USGS QUAD   -  GRANBURY (1979)
 CS3137
 CS3137                         *CURRENT SURVEY CONTROL
 CS3137  ___________________________________________________________________
 CS3137* NAD 83(1993)-  32 22 39.20497(N)    097 48 11.24711(W)     ADJUSTED  
 CS3137* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 CS3137  ___________________________________________________________________
 CS3137  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 CS3137  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 CS3137
 CS3137  HORZ ORDER  -  FIRST
 CS3137
 CS3137.The horizontal coordinates were established by classical geodetic methods
 CS3137.and adjusted by the National Geodetic Survey in February 1996..
 CS3137
 CS3137.The orthometric height was scaled from a topographic map.
 CS3137
 CS3137.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3137
 CS3137.The geoid height was determined by GEOID03.
 CS3137
 CS3137;                    North         East     Units Scale Factor Converg.
 CS3137;SPC TXNC     - 2,079,049.201   665,574.387   MT  0.99994132   +0 22 48.3
 CS3137;SPC TXNC     - 6,821,013.92  2,183,638.63   sFT  0.99994132   +0 22 48.3
 CS3137;UTM  14      - 3,582,916.059   612,589.123   MT  0.99975632   +0 38 27.6
 CS3137
 CS3137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3137!SPC TXNC     -   0.99994553  x   0.99994132  =   0.99988685
 CS3137!UTM  14      -   0.99994553  x   0.99975632  =   0.99970186
 CS3137
 CS3137:                Primary Azimuth Mark                     Grid Az
 CS3137:SPC TXNC     -  COMANCHE 2 AZ MK                         026 03 36.6
 CS3137:UTM  14      -  COMANCHE 2 AZ MK                         025 47 57.3
 CS3137
 CS3137|---------------------------------------------------------------------|
 CS3137| PID    Reference Object                     Distance      Geod. Az  |
 CS3137|                                                           dddmmss.s |
 CS3137| CX9284 COMANCHE 2 AZ MK                                   0262624.9 |
 CS3137| CX9285 COMANCHE 2 RM 1                      25.308 METERS 07519     |
 CS3137| CX9286 COMANCHE 2 RM 2                      26.415 METERS 19512     |
 CS3137|---------------------------------------------------------------------|
 CS3137
 CS3137                          SUPERSEDED SURVEY CONTROL
 CS3137
 CS3137  NAD 83(1986)-  32 22 39.20573(N)    097 48 11.22847(W) AD(       ) 1
 CS3137  NAD 27      -  32 22 38.70300(N)    097 48 10.13500(W) AD(       ) 1
 CS3137
 CS3137.Superseded values are not recommended for survey control.
 CS3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3137.See file dsdata.txt to determine how the superseded data were derived.
 CS3137
 CS3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1258982916(NAD 83)
 CS3137_MARKER: DD = SURVEY DISK
 CS3137_SETTING: 0 = UNSPECIFIED SETTING
 CS3137
 CS3137  HISTORY     - Date     Condition        Report By
 CS3137  HISTORY     - 1946     MONUMENTED       CGS
 CS3137
 CS3137                          STATION DESCRIPTION
 CS3137
 CS3137'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3137'STATION IS LOCATED 6 MILES BY ROAD W OF S OF THE TOWN OF
 CS3137'GRANBURY, ON A PROMINENT FLAT-TOP RIDGE KNOWN AS COMANCHE
 CS3137'PEAK.  THE STATION IS LOCATED OVER THE APPROXIMATE POINT
 CS3137'WHICH WAS FIRST USED BY THE U.S.G.S. IN 1888 AND REMARKED
 CS3137'BY THE U.S.G.S. IN 1902 AND 1906.  THE MARK BEING DESTROYED,
 CS3137'IT WAS REMARKED BY THE TEXAS GEODETIC SURVEY IN 1934.  THIS
 CS3137'MARK HAS ALSO BEEN DESTROYED AND NO UNDERGROUND MARK WAS
 CS3137'RECOVERED.
 CS3137'
 CS3137'THE MARK IS ON THE HIGHEST GROUND, ON CLEARED LAND W OF AN
 CS3137'OLD FIELD WHICH WAS FORMERLY CULTIVATED.  IT IS 100 FEET W OF
 CS3137'AN OLD N-S FENCE LINE, A FEW POSTS OF WHICH ARE STILL STANDING,
 CS3137'AND 4 FEET W OF A WHITE WOODEN WITNESS POST.
 CS3137'
 CS3137'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3137'IN THE TOP OF CONCRETE POSTS.  STATION DISK IS STAMPED COMANCHE
 CS3137'2 1946 AND IS FLUSH WITH THE GROUND.
 CS3137'
 CS3137'REFERENCE MARK 1 IS 83.03 FEET E OF THE STATION AND 20 FEET
 CS3137'W OF AN OLD N-S FENCE LINE, A FEW POSTS OF WHICH ARE STILL
 CS3137'STANDING.  IT IS A BRONZE REFERENCE DISK, STAMPED COMANCHE
 CS3137'2 NO 1 1946 AND SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS
 CS3137'2 INCHES.
 CS3137'
 CS3137'REFERENCE MARK 2 IS 86.66 FEET SW OF THE STATION.  IT IS A
 CS3137'BRONZE REFERENCE DISK, STAMPED COMANCHE 2 NO 2 1946 AND SET
 CS3137'IN THE TOP OF A CONCRETE POST.  IT PROJECTS 2 INCHES.
 CS3137'
 CS3137'AZIMUTH MARK IS 0.25 MILE N OF THE STATION, ON THE N SIDE
 CS3137'OF THE CLEARED AREA, AND IS 5.5 FEET NW OF A WHITE WOODEN
 CS3137'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK, STAMPED COMANCHE
 CS3137'2 1946 AND SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS
 CS3137'2 INCHES.
 CS3137'
 CS3137'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ACROSS THE
 CS3137'CLEARING 0.25 MILE TO THE EDGE OF THE SCRUB TREES AND THE
 CS3137'MARK AS DESCRIBED.
 CS3137'
 CS3137'TO REACH THE STATION FROM GRANBURY COURTHOUSE, GO W ON U.S.
 CS3137'HIGHWAY 377 FOR 0.5 MILE TO SCHOOL BUILDING ON THE RIGHT AND
 CS3137'THE INTERSECTION OF STATE HIGHWAY 144.  THERE TURN LEFT,
 CS3137'S, ON STATE HIGHWAY 144 AND PROCEDE 0.3 MILE TO A T-ROAD
 CS3137'RIGHT, W, AT CITY LIMIT SIGN.  TURN RIGHT, SW, AND FOLLOW
 CS3137'MAIN TRAVELED GRAVEL ROAD 2.6 MILES TO A Y-INTERSECTION.
 CS3137'TAKE THE LEFT AND MAIN TRAVELED ROAD AND CONTINUE 0.2 MILE TO
 CS3137'ANOTHER INTERSECTION.  THE MAIN TRAVELED ROAD CONTINUES RIGHT
 CS3137'AND THE LEFT ROAD CROSSES A CREEK BED.  TAKE THE LEFT FORK S AND
 CS3137'FOLLOW THE PUBLIC AND MAIN TRAVELED ROAD 2.0 MILES TO A
 CS3137'POINT WHERE THE MAIN ROAD TURNS SHARP RIGHT.  THERE TURN
 CS3137'LEFT, E, THROUGH A FENCE AND FOLLOW AN OLD WINDING WAGON
 CS3137'ROAD UP A STEEP GRADE TO THE TOP OF THE HILL AND A
 CS3137'CLEARED PASTURE.  TURN RIGHT, SW, AND CONTINUE 0.15 MILE
 CS3137'TO THE STATION ON THE W SIDE OF THE CLEARING AS
 CS3137'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0436 ***********************************************************************
 AB0436  DESIGNATION -  COMBES
 AB0436  PID         -  AB0436
 AB0436  STATE/COUNTY-  TX/CAMERON
 AB0436  USGS QUAD   -  WILLAMAR SW (1983)
 AB0436
 AB0436                         *CURRENT SURVEY CONTROL
 AB0436  ___________________________________________________________________
 AB0436* NAD 83(1993)-  26 15 12.65467(N)    097 43 54.08897(W)     ADJUSTED  
 AB0436* NAVD 88     -        11.416  (meters)      37.45   (feet)  ADJUSTED  
 AB0436  ___________________________________________________________________
 AB0436  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 AB0436  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AB0436  DYNAMIC HT  -          11.398 (meters)      37.39  (feet)  COMP
 AB0436  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 AB0436
 AB0436  HORZ ORDER  -  SECOND
 AB0436  VERT ORDER  -  FIRST     CLASS II
 AB0436
 AB0436.The horizontal coordinates were established by classical geodetic methods
 AB0436.and adjusted by the National Geodetic Survey in February 1996..
 AB0436
 AB0436.The orthometric height was determined by differential leveling
 AB0436.and adjusted by the National Geodetic Survey in June 1991..
 AB0436.WARNING-Repeat measurements at this control monument indicate possible
 AB0436.vertical movement.
 AB0436
 AB0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0436
 AB0436.The geoid height was determined by GEOID03.
 AB0436
 AB0436.The dynamic height is computed by dividing the NAVD 88
 AB0436.geopotential number by the normal gravity value computed on the
 AB0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0436.degrees latitude (g = 980.6199 gals.).
 AB0436
 AB0436.The modeled gravity was interpolated from observed gravity values.
 AB0436
 AB0436;                    North         East     Units Scale Factor Converg.
 AB0436;SPC TX S     - 5,065,253.133   376,753.384   MT  0.99997926   +0 20 55.7
 AB0436;SPC TX S     -16,618,251.32  1,236,065.06   sFT  0.99997926   +0 20 55.7
 AB0436;UTM  14      - 2,904,379.727   626,662.032   MT  0.99979808   +0 33 40.0
 AB0436
 AB0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0436!SPC TX S     -   1.00000181  x   0.99997926  =   0.99998107
 AB0436!UTM  14      -   1.00000181  x   0.99979808  =   0.99979989
 AB0436
 AB0436|---------------------------------------------------------------------|
 AB0436| PID    Reference Object                     Distance      Geod. Az  |
 AB0436|                                                           dddmmss.s |
 AB0436| AB0437 COMBES RM 1                          16.797 METERS 08049     |
 AB0436| AB0435 COMBES AZ MK                                       2371700.0 |
 AB0436| AB0438 COMBES RM 2                          17.568 METERS 34814     |
 AB0436|---------------------------------------------------------------------|
 AB0436
 AB0436                          SUPERSEDED SURVEY CONTROL
 AB0436
 AB0436  NAD 83(1986)-  26 15 12.66429(N)    097 43 54.05100(W) AD(       ) 2
 AB0436  NAD 27      -  26 15 11.39700(N)    097 43 53.07800(W) AD(       ) 2
 AB0436  NGVD 29 (07/19/86)   11.50   (m)           37.7    (f) LEVELING    3  
 AB0436
 AB0436.Superseded values are not recommended for survey control.
 AB0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0436.See file dsdata.txt to determine how the superseded data were derived.
 AB0436
 AB0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2666204380(NAD 83)
 AB0436_MARKER: DS = TRIANGULATION STATION DISK
 AB0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0436_STAMPING: COMBES 1947
 AB0436_MARK LOGO: CGS   
 AB0436_PROJECTION: RECESSED 9 CENTIMETERS
 AB0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0436+STABILITY: SURFACE MOTION
 AB0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0436+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 AB0436
 AB0436  HISTORY     - Date     Condition        Report By
 AB0436  HISTORY     - 1947     MONUMENTED       CGS
 AB0436  HISTORY     - 1951     SEE DESCRIPTION  CGS
 AB0436  HISTORY     - 1951     GOOD             NGS
 AB0436  HISTORY     - 1954     GOOD             CGS
 AB0436  HISTORY     - 1963     GOOD             CGS
 AB0436  HISTORY     - 1981     GOOD             NGS
 AB0436  HISTORY     - 19910320 GOOD             USPSQD
 AB0436  HISTORY     - 19930123 GOOD             USPSQD
 AB0436  HISTORY     - 20011203 GOOD             LOCSUR
 AB0436  HISTORY     - 20040128 GOOD             GEOCAC
 AB0436
 AB0436                          STATION DESCRIPTION
 AB0436
 AB0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB0436'STATION IS LOCATED IN THE NORTHEAST SECTION OF THE VILLAGE
 AB0436'OF COMBES ON THE PUBLIC SCHOOL GROUND LOCATED ON THE NORTHEAST
 AB0436'CORNER OF W. MADELEY AND N. TAMM STREETS.
 AB0436'
 AB0436'IT IS 400 FEET NORTH OF THE SCHOOL BUILDING, 115 FEET EAST OF
 AB0436'THE CENTER OF N. TAMM STREET, 15 FEET SOUTHEAST OF THE
 AB0436'FENCE CORNER AND 9.5 FEET SOUTH OF WHITE WITNESS POST AND THE
 AB0436'NORTH BOUNDARY FENCE OF THE SCHOOL PROPERTY.  THE MARK IS
 AB0436'FLUSH AND THE DISK IS STAMPED COMBES 1947.
 AB0436'
 AB0436'REFERENCE MARK NO. 1 IS 55.11 FEET EAST OF THE STATION IN THE
 AB0436'FENCELINE.  IT IS 9 FEET NORTHWEST OF AN 18 INCH TWIN TREE.
 AB0436'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 AB0436'COMBES NO 1 1947.
 AB0436'
 AB0436'REFERENCE MARK NO. 2 IS 57.64 FEET NORTH OF THE STATION IN
 AB0436'A NORTH-SOUTH FENCE LINE.  IT IS 50 FEET SOUTHEAST OF THE
 AB0436'SOUTHEAST CORNER OF A HOUSE AND 87 FEET NORTHEAST OF A
 AB0436'POWER POLE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 AB0436'STAMPED COMBES NO 2 1946.
 AB0436'
 AB0436'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF THE STATION ON THE
 AB0436'SOUTHEAST CORNER OF W. MADELEY AND RIES STREETS.  IT IS 115 FEET
 AB0436'EAST OF THE CENTER OF RIES STREET, 32 FEET SOUTH OF W. MADELEY
 AB0436'STREET, 1.5 FEET SOUTHEAST OF A WHITE WITNESS POST AND ONE
 AB0436'FOOT EAST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 3 INCHES
 AB0436'AND THE DISK IS STAMPED COMBES 1947.
 AB0436'
 AB0436'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB0436
 AB0436                          STATION RECOVERY (1951)
 AB0436
 AB0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AB0436'0.15 MILE EAST ALONG EAST TEMPLETON AVENUE FROM THE INTERSECTION
 AB0436'OF U.S. HIGHWAY 77 AND STATE HIGHWAY 107 AT COMBES, THENCE
 AB0436'0.4 MILE NORTH ALONG NORTH TAMM STREET, AT THE NORTH EDGE
 AB0436'OF A SCHOOL YARD, 400 FEET NORTH OF THE NORTH SIDE OF A
 AB0436'SCHOOLHOUSE, 122 FEET EAST OF THE CENTER LINE OF NORTH TAMM
 AB0436'STREET, 9.7 FEET SOUTH OF A FENCE, 15 FEET SOUTHEAST OF A
 AB0436'FENCE CORNER, 8.8 FEET SOUTH OF A WITNESS POST, A TRIANGULATION
 AB0436'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2
 AB0436'FOOT BELOW THE TOP OF THE GROUND, STAMPED COMBES 1947.
 AB0436'
 AB0436'COMBES R.M. 1 IS 55.1 FEET EAST OF TRIANGULATION STATION COMBES
 AB0436'1947, 400 FEET NORTH OF THE NORTH SIDE OF A SCHOOLHOUSE,
 AB0436'65.5 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE,
 AB0436'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AB0436'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED COMBES NO 1 1947.
 AB0436'
 AB0436'COMBES R.M. 2 IS 57.5 FEET NORTH OF TRIANGULATION STATION
 AB0436'COMBES 1947, 450 FEET NORTH OF THE NORTH SIDE OF A SCHOOLHOUSE,
 AB0436'107 FEET EAST OF THE CENTER LINE OF NORTH TAMM STREET, 60
 AB0436'FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL WHITE HOUSE, 46.6
 AB0436'FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, A
 AB0436'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AB0436'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED COMBES NO 2 1947.
 AB0436'
 AB0436'COMBES AZIMUTH 1947 IS 0.3 MILE SOUTHWEST OF TRIANGULATION
 AB0436'STATION COMBES 1947, 119 FEET EAST OF THE CENTER LINE OF RIES
 AB0436'STREET, 32 FEET SOUTH OF THE CENTER LINE OF WEST MADELEY
 AB0436'AVENUE, 73 FEET EAST OF THE NORTHEAST CORNER OF A SMALL WHITE
 AB0436'HOUSE, 2 FEET EAST OF A FENCE CORNER, 2 FEET EAST OF A WITNESS
 AB0436'POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST
 AB0436'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED COMBES 1947.
 AB0436'
 AB0436'ALL MARKS ARE IN GOOD CONDITION.
 AB0436
 AB0436                          STATION RECOVERY (1951)
 AB0436
 AB0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0436'0.55 MI N FROM COMBES.
 AB0436'0.15 MILE EAST ALONG EAST TEMPLETON AVENUE FROM THE INTERSECTION OF
 AB0436'U.S. HIGHWAY 77 AND STATE HIGHWAY 107 AT COMBES, THENCE 0.4 MILE NORTH
 AB0436'ALONG NORTH TAMM STREET, AT THE NORTH EDGE OF A SCHOOL YARD, 400 FEET
 AB0436'NORTH OF THE NORTH SIDE OF A SCHOOLHOUSE, 122 FEET EAST OF THE CENTER
 AB0436'LINE OF NORTH TAMM STREET, 9.7 FEET SOUTH OF A FENCE, 15 FEET
 AB0436'SOUTHEAST OF A FENCE CORNER, 8.8 FEET SOUTH OF A WITNESS POST, SET IN
 AB0436'THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE
 AB0436'GROUND.
 AB0436
 AB0436                          STATION RECOVERY (1954)
 AB0436
 AB0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EFZ)
 AB0436'RECOVERED BY SEISMIC EXPLORATIONS INC.
 AB0436'
 AB0436'STATION COMBES RECOVERED, AZIMUTH AND REFERENCE MARKS IN GOOD
 AB0436'CONDITION.
 AB0436
 AB0436                          STATION RECOVERY (1963)
 AB0436
 AB0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AB0436'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 AB0436
 AB0436                          STATION RECOVERY (1981)
 AB0436
 AB0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0436'0.25 KM (0.15 MI) EAST ALONG STATE HIGHWAY 107 EAST FROM THE JUNCTION
 AB0436'OF BUSINESS U.S. HIGHWAY 77 IN COMBES, THENCE 0.6 KM (0.4 MI) NORTH
 AB0436'ALONG NORTH TAMM STREET AT THE NORTH EDGE OF A SCHOOL YARD,
 AB0436'17.5 METERS (57.5 FT) SOUTH OF RM 2, 15.7 METERS (55.0 FT) WEST OF RM
 AB0436'1, 121.9 METERS (400.0 FT) NORTH OF THE NORTHSIDE OF A SCHOOLHOUSE,
 AB0436'37.1 METERS (122.0 FT) EAST OF THE CENTERLINE OF NORTH TAMM STREET,
 AB0436'4.5 METERS (15.0 FT) SOUTHEAST OF A FENCE CORNER, AND 2.9 METERS
 AB0436'(9.5 FT) SOUTH OF A FENCE.
 AB0436'THE MARK IS 2.9 METERS  S FROM A WITNESS POST.
 AB0436'THE MARK IS ABOVE LEVEL WITH STREET.
 AB0436
 AB0436                          STATION RECOVERY (1991)
 AB0436
 AB0436'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0436'RECOVERED IN GOOD CONDITION.
 AB0436
 AB0436                          STATION RECOVERY (1993)
 AB0436
 AB0436'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0436'RECOVERED IN GOOD CONDITION.
 AB0436
 AB0436                          STATION RECOVERY (2001)
 AB0436
 AB0436'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001
 AB0436'GUZMAN AND MUNOZ ENGINEERING AND SURVEYING
 AB0436
 AB0436                          STATION RECOVERY (2004)
 AB0436
 AB0436'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0436'0.25 KM (0.15 MI) EAST ALONG TEMPLETON AVENUE (STATE HIGHWAY 107) FROM
 AB0436'THE JUNCTION OF BUSINESS U.S. HIGHWAY 77, IN COMBES, THENCE 0.6 KM
 AB0436'(0.4 MI) NORTH ALONG NORTH TAMM STREET.
 AB0436'2.6 METERS (8.5FT) NORTH OF A SCHOOL YARD CHAIN LINK FENCE, 25 METERS
 AB0436'(82 FT) EAST OF NW CORNER OF THE FENCE, 17.5 METERS (57.5 FT) SOUTH OF
 AB0436'RM 2, 15.7 METERS (55.0 FT) WEST OF RM 1, 121.9 METERS (400.0 FT)
 AB0436'NORTH OF THE NORTHSIDE OF A SCHOOLHOUSE, 37.1 METERS (122.0 FT) EAST
 AB0436'OF THE CENTERLINE OF NORTH TAMM STREET. THE MARK IS 2.9 METERS (8.5
 AB0436'FT) SOUTH FROM A WITNESS POST AND 0.1 METER (3 IN) BELOW GROUND
 AB0436'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0435 ***********************************************************************
 AB0435  DESIGNATION -  COMBES AZ MK
 AB0435  PID         -  AB0435
 AB0435  STATE/COUNTY-  TX/CAMERON
 AB0435  USGS QUAD   -  WILLAMAR SW (1983)
 AB0435
 AB0435                         *CURRENT SURVEY CONTROL
 AB0435  ___________________________________________________________________
 AB0435* NAD 83(1986)-  26 15 06.     (N)    097 44 04.     (W)     SCALED    
 AB0435* NAVD 88     -        12.126  (meters)      39.78   (feet)  ADJUSTED  
 AB0435  ___________________________________________________________________
 AB0435  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AB0435  DYNAMIC HT  -          12.107 (meters)      39.72  (feet)  COMP
 AB0435  MODELED GRAV-     979,036.7   (mgal)                       NAVD 88
 AB0435
 AB0435  VERT ORDER  -  FIRST     CLASS II
 AB0435
 AB0435.The horizontal coordinates were scaled from a topographic map and have
 AB0435.an estimated accuracy of +/- 6 seconds.
 AB0435
 AB0435.The orthometric height was determined by differential leveling
 AB0435.and adjusted by the National Geodetic Survey in June 1991..
 AB0435
 AB0435.The geoid height was determined by GEOID03.
 AB0435
 AB0435.The dynamic height is computed by dividing the NAVD 88
 AB0435.geopotential number by the normal gravity value computed on the
 AB0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0435.degrees latitude (g = 980.6199 gals.).
 AB0435
 AB0435.The modeled gravity was interpolated from observed gravity values.
 AB0435
 AB0435;                    North         East    Units  Estimated Accuracy
 AB0435;SPC TX S     - 5,065,050.      376,480.      MT  (+/- 180 meters Scaled)
 AB0435
 AB0435                          SUPERSEDED SURVEY CONTROL
 AB0435
 AB0435.No superseded survey control is available for this station.
 AB0435
 AB0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ263041(NAD 83)
 AB0435_MARKER: DZ = AZIMUTH MARK DISK
 AB0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0435_STAMPING: COMBES 1947
 AB0435_MARK LOGO: CGS   
 AB0435_PROJECTION: PROJECTING 9 CENTIMETERS
 AB0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0435+STABILITY: SURFACE MOTION
 AB0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0435+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 AB0435
 AB0435  HISTORY     - Date     Condition        Report By
 AB0435  HISTORY     - 1947     MONUMENTED       CGS
 AB0435  HISTORY     - 1951     GOOD             NGS
 AB0435  HISTORY     - 1981     GOOD             NGS
 AB0435  HISTORY     - 19910320 GOOD             USPSQD
 AB0435  HISTORY     - 19930123 GOOD             USPSQD
 AB0435  HISTORY     - 19950213 GOOD             USPSQD
 AB0435  HISTORY     - 20040128 GOOD             GEOCAC
 AB0435
 AB0435                          STATION DESCRIPTION
 AB0435
 AB0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0435'0.6 MI N FROM COMBES.
 AB0435'0.15 MILE EAST ALONG EAST TEMPLETON AVENUE FROM THE INTERSECTION OF
 AB0435'U.S. HIGHWAY 77 AND STATE HIGHWAY 107 AT COMBES, THENCE 0.25 MILE
 AB0435'NORTH ALONG NORTH TAMM STREET, THENCE 0.2 MILE WEST ALONG WEST MADELEY
 AB0435'AVENUE, 119 FEET EAST OF THE CENTER LINE OF RIES STREET, 0.3 MILE
 AB0435'SOUTHWEST OF TRIANGULATION STATION COMBES 1947, 32 FEET SOUTH OF THE
 AB0435'CENTER LINE OF WEST MADELEY AVENUE, 73 FEET EAST OF THE NORTHEAST
 AB0435'CORNER OF A SMALL WHITE HOUSE, 2 FEET EAST OF A FENCE CORNER, 2 FEET
 AB0435'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0435'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AB0435
 AB0435                          STATION RECOVERY (1981)
 AB0435
 AB0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0435'0.25 KM (0.15 MI) EAST ALONG STATE HIGHWAY 107 EAST FROM THE JUNCTION
 AB0435'OF BUSINESS U.S. HIGHWAY 77 IN COMBES, THENCE 0.4 KM (0.2 MI) WEST
 AB0435'ALONG WEST MADELEY AVENUE, SET IN THE FRONT LAWN OF FELICIANO H.
 AB0435'PEREZ RESIDENT, 33.2 METERS (119.0 FT) EAST OF THE CENTERLINE OF RIES
 AB0435'STREET, 8.5 METERS (28.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 AB0435'SMALL WHITE HOUSE, 9.7 METERS (32.0 FT) SOUTH OF THE CENTERLINE OF
 AB0435'WEST MADELEY AVENUE, 2.7 METERS (9.0 FT) WEST SOUTHWEST OF THE EAST
 AB0435'END OF THE CHAIN LINK FENCE, AND 0.9 METER (3.0 FT) SOUTH OF A CHAIN
 AB0435'LINK FENCE.
 AB0435'THE MARK IS ABOVE LEVEL WITH STREET.
 AB0435
 AB0435                          STATION RECOVERY (1991)
 AB0435
 AB0435'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0435'RECOVERED IN GOOD CONDITION.
 AB0435
 AB0435                          STATION RECOVERY (1993)
 AB0435
 AB0435'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0435'RECOVERED IN GOOD CONDITION.
 AB0435
 AB0435                          STATION RECOVERY (1995)
 AB0435
 AB0435'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0435'RECOVERED IN GOOD CONDITION.
 AB0435
 AB0435                          STATION RECOVERY (2004)
 AB0435
 AB0435'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0435'LOCATED IN THE FRONT YARD OF 104 MADELEY WITH A PLASTIC BIRD BATH
 AB0435'MOUNTED ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0437 ***********************************************************************
 AB0437  DESIGNATION -  COMBES RM 1
 AB0437  PID         -  AB0437
 AB0437  STATE/COUNTY-  TX/CAMERON
 AB0437  USGS QUAD   -  WILLAMAR SW (1983)
 AB0437
 AB0437                         *CURRENT SURVEY CONTROL
 AB0437  ___________________________________________________________________
 AB0437* NAD 83(1986)-  26 15 10.     (N)    097 43 54.     (W)     SCALED    
 AB0437* NAVD 88     -        11.473  (meters)      37.64   (feet)  ADJUSTED  
 AB0437  ___________________________________________________________________
 AB0437  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AB0437  DYNAMIC HT  -          11.455 (meters)      37.58  (feet)  COMP
 AB0437  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 AB0437
 AB0437  VERT ORDER  -  FIRST     CLASS II
 AB0437
 AB0437.The horizontal coordinates were scaled from a topographic map and have
 AB0437.an estimated accuracy of +/- 6 seconds.
 AB0437
 AB0437.The orthometric height was determined by differential leveling
 AB0437.and adjusted by the National Geodetic Survey in June 1991..
 AB0437.WARNING-Repeat measurements at this control monument indicate possible
 AB0437.vertical movement.
 AB0437
 AB0437.The geoid height was determined by GEOID03.
 AB0437
 AB0437.The dynamic height is computed by dividing the NAVD 88
 AB0437.geopotential number by the normal gravity value computed on the
 AB0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0437.degrees latitude (g = 980.6199 gals.).
 AB0437
 AB0437.The modeled gravity was interpolated from observed gravity values.
 AB0437
 AB0437;                    North         East    Units  Estimated Accuracy
 AB0437;SPC TX S     - 5,065,170.      376,760.      MT  (+/- 180 meters Scaled)
 AB0437
 AB0437                          SUPERSEDED SURVEY CONTROL
 AB0437
 AB0437.No superseded survey control is available for this station.
 AB0437
 AB0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ266042(NAD 83)
 AB0437_MARKER: DR = REFERENCE MARK DISK
 AB0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0437_STAMPING: COMBES NO 1 1947
 AB0437_MARK LOGO: CGS   
 AB0437_PROJECTION: PROJECTING 6 CENTIMETERS
 AB0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0437+STABILITY: SURFACE MOTION
 AB0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0437+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 AB0437
 AB0437  HISTORY     - Date     Condition        Report By
 AB0437  HISTORY     - 1947     MONUMENTED       CGS
 AB0437  HISTORY     - 1951     GOOD             NGS
 AB0437  HISTORY     - 1981     GOOD             NGS
 AB0437  HISTORY     - 19910320 GOOD             USPSQD
 AB0437  HISTORY     - 19930123 GOOD             USPSQD
 AB0437  HISTORY     - 19950213 GOOD             USPSQD
 AB0437  HISTORY     - 20040128 GOOD             GEOCAC
 AB0437
 AB0437                          STATION DESCRIPTION
 AB0437
 AB0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0437'0.55 MI N FROM COMBES.
 AB0437'0.15 MILE EAST ALONG EAST TEMPLETON AVENUE FROM THE INTERSECTION OF
 AB0437'U.S. HIGHWAY 77 AND STATE HIGHWAY 107 AT COMBES, THENCE 0.4 MILE NORTH
 AB0437'ALONG NORTH TAMM STREET, AT THE NORTH EDGE OF A SCHOOL YARD, 400 FEET
 AB0437'NORTH OF THE NORTH SIDE OF A SCHOOLHOUSE, 65.5 FEET EAST OF A FENCE
 AB0437'CORNER, 55.1 FEET EAST OF TRIANGULATION STATION COMBES 1947, 1 FOOT
 AB0437'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AB0437'FOOT ABOVE THE GROUND.
 AB0437
 AB0437                          STATION RECOVERY (1981)
 AB0437
 AB0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0437'0.25 KM (0.15 MI) EAST ALONG STATE HIGHWAY 107 EAST FROM THE JUNCTION
 AB0437'OF BUSINESS U.S. HIGHWAY 77 IN COMBES, THENCE 0.6 KM (0.4 MI) NORTH
 AB0437'ALONG NORTH TAMM STREET, AT THE NORTHEDGE OF A SCHOOL GROUND,
 AB0437'121.9 METERS (400.0 FT) NORTH OF THE NORTHSIDE OF A SCHOOL HOUSE,
 AB0437'19.9 METERS (65.5 FT) EAST OF A FENCE CORNER, 16.7 METERS (55.0 FT)
 AB0437'EAST OF TRIANGULATION STATION COMBES 1947, AND 0.3 METER (1.0 FT)
 AB0437'SOUTH OF A FENCE.
 AB0437'THE MARK IS 16.7 METERS  E FROM A WITNESS POST.
 AB0437'THE MARK IS ABOVE LEVEL WITH STREET.
 AB0437
 AB0437                          STATION RECOVERY (1991)
 AB0437
 AB0437'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0437'RECOVERED IN GOOD CONDITION.
 AB0437
 AB0437                          STATION RECOVERY (1993)
 AB0437
 AB0437'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0437'RECOVERED IN GOOD CONDITION.
 AB0437
 AB0437                          STATION RECOVERY (1995)
 AB0437
 AB0437'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0437'RECOVERED IN GOOD CONDITION.
 AB0437
 AB0437                          STATION RECOVERY (2004)
 AB0437
 AB0437'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0437'0.25 KM (0.15 MI) EAST ALONG TEMPLETON AVENUE (STATE HIGHWAY 107) FROM
 AB0437'THE JUNCTION OF BUSINESS U.S. HIGHWAY 77, IN COMBES, THENCE 0.6 KM
 AB0437'(0.4 MI) NORTH ALONG NORTH TAMM STREET.
 AB0437'5.5 METERS (18 FT) NORTH OF A SCHOOL YARD CHAIN LINK FENCE, 41.8
 AB0437'METERS (137 FT) EAST OF NW CORNER OF THE FENCE, 15.7 METERS (55.0 FT)
 AB0437'EAST OF TRIANGULATION STATION COMBES 1947, UNDER AN OLD BARBWIRE
 AB0437'FENCE.
 AB0437'THE MARK IS 15.7 METERS (55.0 FT) EAST FROM A WITNESS POST AND LEVEL
 AB0437'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0438 ***********************************************************************
 AB0438  DESIGNATION -  COMBES RM 2
 AB0438  PID         -  AB0438
 AB0438  STATE/COUNTY-  TX/CAMERON
 AB0438  USGS QUAD   -  WILLAMAR SW (1983)
 AB0438
 AB0438                         *CURRENT SURVEY CONTROL
 AB0438  ___________________________________________________________________
 AB0438* NAD 83(1986)-  26 15 10.     (N)    097 43 54.     (W)     SCALED    
 AB0438* NAVD 88     -        11.598  (meters)      38.05   (feet)  ADJUSTED  
 AB0438  ___________________________________________________________________
 AB0438  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AB0438  DYNAMIC HT  -          11.579 (meters)      37.99  (feet)  COMP
 AB0438  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 AB0438
 AB0438  VERT ORDER  -  FIRST     CLASS II
 AB0438
 AB0438.The horizontal coordinates were scaled from a topographic map and have
 AB0438.an estimated accuracy of +/- 6 seconds.
 AB0438
 AB0438.The orthometric height was determined by differential leveling
 AB0438.and adjusted by the National Geodetic Survey in June 1991..
 AB0438.WARNING-Repeat measurements at this control monument indicate possible
 AB0438.vertical movement.
 AB0438
 AB0438.The geoid height was determined by GEOID03.
 AB0438
 AB0438.The dynamic height is computed by dividing the NAVD 88
 AB0438.geopotential number by the normal gravity value computed on the
 AB0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0438.degrees latitude (g = 980.6199 gals.).
 AB0438
 AB0438.The modeled gravity was interpolated from observed gravity values.
 AB0438
 AB0438;                    North         East    Units  Estimated Accuracy
 AB0438;SPC TX S     - 5,065,170.      376,760.      MT  (+/- 180 meters Scaled)
 AB0438
 AB0438                          SUPERSEDED SURVEY CONTROL
 AB0438
 AB0438.No superseded survey control is available for this station.
 AB0438
 AB0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ266042(NAD 83)
 AB0438_MARKER: DR = REFERENCE MARK DISK
 AB0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0438_STAMPING: COMBES NO 2 1947
 AB0438_MARK LOGO: CGS   
 AB0438_PROJECTION: PROJECTING 12 CENTIMETERS
 AB0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0438+STABILITY: SURFACE MOTION
 AB0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0438+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2004
 AB0438
 AB0438  HISTORY     - Date     Condition        Report By
 AB0438  HISTORY     - 1947     MONUMENTED       CGS
 AB0438  HISTORY     - 1951     GOOD             NGS
 AB0438  HISTORY     - 1981     GOOD             NGS
 AB0438  HISTORY     - 19910320 GOOD             USPSQD
 AB0438  HISTORY     - 19930123 GOOD             USPSQD
 AB0438  HISTORY     - 19950213 GOOD             USPSQD
 AB0438  HISTORY     - 20040128 GOOD             GEOCAC
 AB0438
 AB0438                          STATION DESCRIPTION
 AB0438
 AB0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0438'0.55 MI N FROM COMBES.
 AB0438'0.15 MILE EAST ALONG EAST TEMPLETON AVENUE FROM THE INTERSECTION OF
 AB0438'U.S. HIGHWAY 77 AND STATE HIGHWAY 107 AT COMBES, THENCE 0.4 MILE NORTH
 AB0438'ALONG NORTH TAMM STREET, 450 FEET NORTH OF THE NORTH SIDE OF A
 AB0438'SCHOOLHOUSE, 107 FEET EAST OF THE CENTER LINE OF NORTH TAMM STREET, 60
 AB0438'FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL WHITE HOUSE, 57.5 FEET
 AB0438'NORTH OF TRIANGULATION STATION COMBES 1947, 46.6 FEET NORTH OF A FENCE
 AB0438'CORNER, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 AB0438'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AB0438
 AB0438                          STATION RECOVERY (1981)
 AB0438
 AB0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0438'0.25 KM (0.15 MI) EAST ALONG STATE HIGHWAY 107 EAST FROM THE JUNCTION
 AB0438'OF BUSINESS U.S. HIGHWAY 77 IN COMBES, THENCE 0.6 KM (0.4 MI) NORTH
 AB0438'ALONG NORTH TAMM STREET SET AT THE NORTH EDGE OF A SCHOOL GROUND,
 AB0438'137.1 METERS (450.0 FT) NORTH OF THE NORTH SIDE OF THE SCHOOL HOUSE,
 AB0438'32.6 METERS (107.0 FT) EAST OF THE CENTERLINE OF THE NORTH TAMM
 AB0438'STREET, 18.2 METERS (60.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 AB0438'HOUSE, 17.5 METERS (57.5 FT) NORTH OF TRIANGULATION STATION COMBES
 AB0438'1947, 14.1 METERS (46.5 FT) NORTH OF A FENCE CORNER, AND 0.3 METER
 AB0438'(1.0 FT) WEST OF A FENCE.
 AB0438'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 AB0438
 AB0438                          STATION RECOVERY (1991)
 AB0438
 AB0438'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0438'RECOVERED IN GOOD CONDITION.
 AB0438
 AB0438                          STATION RECOVERY (1993)
 AB0438
 AB0438'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0438'RECOVERED IN GOOD CONDITION.
 AB0438
 AB0438                          STATION RECOVERY (1995)
 AB0438
 AB0438'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0438'RECOVERED IN GOOD CONDITION.
 AB0438
 AB0438                          STATION RECOVERY (2004)
 AB0438
 AB0438'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0438'0.25 KM (0.15 MI) EAST ALONG TEMPLETON AVENUE (STATE HIGHWAY 107) FROM
 AB0438'THE JUNCTION OF BUSINESS U.S. HIGHWAY 77, IN COMBES, THENCE 0.6 KM
 AB0438'(0.4 MI) NORTH ALONG NORTH TAMM STREET.
 AB0438'18.3 METERS (60 FT) SOUTH OF THE SOUTHEAST CORNER OF A SMALL WHITE
 AB0438'HOUSE, 137.3 METERS (450 FT) NORTH OF THE NORTH SIDE OF A SCHOOLHOUSE,
 AB0438'32.6 METERS (107 FT) EAST OF THE CENTER LINE OF NORTH TAMM STREET,
 AB0438'17.5 METERS (57.5 FT) NORTH OF TRIANGULATION STATION COMBES 1947, SET
 AB0438'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 METER (4 IN) ABOVE
 AB0438'THE GROUND.
 AB0438' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2594 ***********************************************************************
 CS2594  DESIGNATION -  COMBINE
 CS2594  PID         -  CS2594
 CS2594  STATE/COUNTY-  TX/KAUFMAN
 CS2594  USGS QUAD   -  SCURRY (1973)
 CS2594
 CS2594                         *CURRENT SURVEY CONTROL
 CS2594  ___________________________________________________________________
 CS2594* NAD 83(1993)-  32 32 02.82713(N)    096 28 51.49883(W)     ADJUSTED  
 CS2594* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 CS2594  ___________________________________________________________________
 CS2594  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 CS2594  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CS2594
 CS2594  HORZ ORDER  -  FIRST
 CS2594
 CS2594.The horizontal coordinates were established by classical geodetic methods
 CS2594.and adjusted by the National Geodetic Survey in February 1996..
 CS2594
 CS2594.The orthometric height was scaled from a topographic map.
 CS2594
 CS2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2594
 CS2594.The geoid height was determined by GEOID03.
 CS2594
 CS2594;                    North         East     Units Scale Factor Converg.
 CS2594;SPC TXNC     - 2,098,014.732   789,641.898   MT  0.99991314   +1 06 04.2
 CS2594;SPC TXNC     - 6,883,236.67  2,590,683.46   sFT  0.99991314   +1 06 04.2
 CS2594;UTM  14      - 3,602,439.225   736,578.398   MT  1.00029022   +1 21 19.3
 CS2594
 CS2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2594!SPC TXNC     -   0.99998518  x   0.99991314  =   0.99989832
 CS2594!UTM  14      -   0.99998518  x   1.00029022  =   1.00027539
 CS2594
 CS2594:                Primary Azimuth Mark                     Grid Az
 CS2594:SPC TXNC     -  COMBINE AZ MK                            009 43 39.9
 CS2594:UTM  14      -  COMBINE AZ MK                            009 28 24.8
 CS2594
 CS2594|---------------------------------------------------------------------|
 CS2594| PID    Reference Object                     Distance      Geod. Az  |
 CS2594|                                                           dddmmss.s |
 CS2594| CX9288 COMBINE AZ MK                                      0104944.1 |
 CS2594| CX9289 COMBINE RM 1                         53.206 METERS 02701     |
 CS2594| CS2593 WARSAW                              APPROX. 7.2 KM 0880748.3 |
 CS2594| CX9290 COMBINE RM 2                         33.001 METERS 10400     |
 CS2594|---------------------------------------------------------------------|
 CS2594
 CS2594                          SUPERSEDED SURVEY CONTROL
 CS2594
 CS2594  NAD 83(1986)-  32 32 02.83438(N)    096 28 51.48152(W) AD(       ) 1
 CS2594  NAD 27      -  32 32 02.34000(N)    096 28 50.52500(W) AD(       ) 1
 CS2594
 CS2594.Superseded values are not recommended for survey control.
 CS2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2594.See file dsdata.txt to determine how the superseded data were derived.
 CS2594
 CS2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3657802439(NAD 83)
 CS2594_MARKER: DS = TRIANGULATION STATION DISK
 CS2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2594_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CS2594
 CS2594  HISTORY     - Date     Condition        Report By
 CS2594  HISTORY     - 1947     MONUMENTED       CGS
 CS2594  HISTORY     - 1960     GOOD             CGS
 CS2594  HISTORY     - 1980     GOOD             NGS
 CS2594  HISTORY     - 19930609 GOOD             USPSQD
 CS2594
 CS2594                          STATION DESCRIPTION
 CS2594
 CS2594'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2594'THE STATION IS LOCATED ON A LOW RIDGE BETWEEN THE EAST FORK
 CS2594'OF THE TRINITY AND THE TRINITY RIVERS.  IT IS ABOUT 11-1/2
 CS2594'MILES WEST-SOUTHWEST OF KAUFMAN, 8 MILES SOUTH-SOUTHEAST OF
 CS2594'SEAGOVILLE AND ON LAND OWNED BY C.L. WILSON.  IT IS SITUATED
 CS2594'0.15 MILE SOUTHEAST OF THE WILSON RANCH HOUSE AND 25 FEET
 CS2594'NORTH OF A SCRUB OAK THICKET.  THE MARK IS STAMPED COMBINE
 CS2594'1947 AND IT PROJECTS 4 INCHES.
 CS2594'
 CS2594'REFERENCE MARK NO. 1 IS SET 1 FOOT SOUTH OF A FENCE CORNER.
 CS2594'THE MARK, STAMPED COMBINE NO. 1 1947, PROJECTS 8 INCHES.
 CS2594'
 CS2594'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF THE SCRUB OAK THICKET
 CS2594'LINE.  IT IS STAMPED COMBINE NO. 2 1947 AND PROJECTS 6 INCHES.
 CS2594'
 CS2594'THE AZIMUTH MARK IS LOCATED 0.35 MILE NORTH OF THE STATION,
 CS2594'60 FEET SOUTHEAST OF AN OLD WELL AND 50 FEET WEST OF CENTER
 CS2594'OF THE DIRT ROAD.  IT IS WITNESSED BY A REFERENCE POST.  THE
 CS2594'MARK IS STAMPED COMBINE 1947 AND PROJECTS 4 INCHES.
 CS2594'
 CS2594'TO REACH THE STATION FROM THE POST OFFICE IN SEAGOVILLE,
 CS2594'GO SOUTHWEST 0.1 MILE TO RAILROAD CROSSING, CROSS TRACKS, TURN
 CS2594'LEFT AND FOLLOW A MACADAM ROAD ALONG TRACKS FOR 0.45 MILE
 CS2594'TO A FORK, KEEP THE RIGHT FORK AND GO 2.8 MILES TO END OF THE
 CS2594'BLACKTOP ROAD, CONTINUE ON GRAVEL ROAD FOR 1.75 TO SIDE
 CS2594'ROAD LEFT AT CHURCH, CONTINUE STRAIGHT AHEAD FOR 0.9 MILE
 CS2594'TO A SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.7
 CS2594'MILE TO A SIDE ROAD RIGHT AT MELAUNS RANCH, TURN RIGHT AND GO
 CS2594'1.5 MILES TO A SIDE ROAD LEFT AT GATE, TURN LEFT THROUGH
 CS2594'GATE AND GO 1.0 MILE TO A FORK, TAKE LEFT FORK FOR 0.15
 CS2594'MILE TO THE AZIMUTH MARK ON THE RIGHT AT OLD WELL, CONTINUE
 CS2594'0.2 MILE TO WILSONS HOUSE, TURN LEFT IN FRONT OF THE
 CS2594'GARAGE, PASS TO THE LEFT OF GARAGE THEN BEAR RIGHT AND
 CS2594'FOLLOW A FIELD ROAD FOR 0.15 MILE TO THE EDGE OF A
 CS2594'SCRUB OAK THICKET AND THE STATION AS DESCRIBED.
 CS2594'
 CS2594'A 74 FOOT SIGNAL AT BRISTOL IS VISIBLE AT 64 FEET.
 CS2594'
 CS2594'AN 87 FOOT SIGNAL AT SEAGO IS VISIBLE AT 50 FEET.
 CS2594'
 CS2594'A 100 FOOT SIGNAL AT WARSAW IS VISIBLE AT 50 FEET.
 CS2594'
 CS2594'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2594
 CS2594                          STATION RECOVERY (1960)
 CS2594
 CS2594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2594'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2594'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2594'TO THE STATION SITE ARE CORRECT.  STATION IS ACROSS THE
 CS2594'FENCE FROM A HAY BARN ALONG SCRUB OAK LINE.
 CS2594
 CS2594                          STATION RECOVERY (1980)
 CS2594
 CS2594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CS2594'THE SURFACE, AZIMUTH AND REFERENCE MARKS HAVE BEEN DESTROYED.  A NEW
 CS2594'DISK WAS SET OVER THE UNDERGROUND ALONG WITH TWO REFERENCE
 CS2594'MARKS.  THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH.  THE PLACE
 CS2594'WHERE THE OLD AZIMUTH WAS IS NOT VISABLE FROM THE GROUND.  A COMPLETE
 CS2594'NEW DESCRIPTION FOLLOWS.
 CS2594'
 CS2594'THE STATION IS LOCATED ON A RIDGE BETWEEN THE TRINITY AND THE EAST
 CS2594'FORK OF THE TRINITY RIVERS, 12 MILES SOUTHWEST OF KAUFMAN, 8 MILES
 CS2594'SOUTHEAST OF SEAGOVILLE, ON PROPERTY OF THE SOUTHLAND LAND AND
 CS2594'CATTLE COMPANY AND IN AN AREA SURROUNDED BY OAK TREES.
 CS2594'
 CS2594'TO REACH FROM THE POST OFFICE IN SEAGOVILLE, GO SOUTHEAST ON
 CS2594'KAUFMAN STREET FOR 1.5 MILES TO THE JUNCTION WITH EARN TO MARKET
 CS2594'ROAD 1389.  CONTINUE SOUTHEAST ON FM 1389 FOR 3.85 MILES TO THE
 CS2594'JUNCTION WITH FM 3039.  CONTINUE SOUTHEAST ON FM 1389 FOR 1.7 MILES
 CS2594'TO THE END OF THE PAVEMENT.  BEAR RIGHT, SOUTHEASTERLY, ON GRAVELED
 CS2594'ROAD FOR 1.5 MILES TO THE ENTRANCE TO VALLEY RANCH ON THE LEFT.  TURN
 CS2594'LEFT, SOUTHEASTERLY ON GRAVELED RANCH ROAD FOR 0.95 MILE TO A
 CS2594'FORK.  TAKE LEFT FORK FOR 0.05 MILE TO A HOUSE ON THE RIGHT, WHICH
 CS2594'IS THE FORMANS HOUSE.  CONTINUE SOUTHEASTERLY ON THE GRAVELED ROAD
 CS2594'FOR 0.25 MILE TO A FORK, BEAR RIGHT, SOUTH, PASSING A HOUSE ON THE
 CS2594'RIGHT FOR 0.2 MILE TO A GATE AND HAYBARN 300 FEET SOUTH OF THE
 CS2594'GATE.  PASS THRU GATE FOR 0.05 MILE SOUTHWEST TO ANOTHER GATE.  PASS
 CS2594'THRU GATE AND CIRCLE THE BARN TO THE SOUTH SIDE AND THE STATION
 CS2594'AS DESCRIBED.
 CS2594'
 CS2594'THE MARKS ARE STANDARD DISKS SET IN THE TOP OF ROUND CONCRETE
 CS2594'MONUMENTS.  THE UNDERGROUND STATION IS A CGS DISK STAMPED---COMBINE
 CS2594'1946---.  ALL THE OTHER DISKS ARE NGS AND ARE FLUSH WITH THE
 CS2594'GROUND.
 CS2594'
 CS2594'THE STATION DISK IS STAMPED---COMBINE 1946 1980---.  IT IS 120 FEET
 CS2594'SOUTH OF THE BARN, 25 FEET SOUTH OF A FENCE, 18 FEET NORTHEAST OF A
 CS2594'TWIN TRUNKED OAK TREE AND 13 FEET SOUTH OF A FIELD ROAD.
 CS2594'
 CS2594'REFERENCE MARK 3 IS STAMPED---COMBINE NO 3 1980---.  IT IS 37 FEET
 CS2594'NORTH OF A TWIN TRUNKED TREE, 31 FEET SOUTH OF A FENCE AND 20 FEET
 CS2594'SOUTH OF A FIELD ROAD.
 CS2594'
 CS2594'REFERENCE MARK 4 IS STAMPED---COMBINE NO 4 1980---.  IT IS 30 FEET
 CS2594'NORTH OF AN 18 INCH OAK TREE, 9 FEET NORTH OF A FIELD ROAD AND 3 FEET
 CS2594'SOUTH OF A FENCE.
 CS2594'
 CS2594'NO WITNESS POSTS AT OWNERS REQUEST.
 CS2594
 CS2594                          STATION RECOVERY (1993)
 CS2594
 CS2594'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS2594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0930 ***********************************************************************
 GK0930  DESIGNATION -  COMBINE
 GK0930  PID         -  GK0930
 GK0930  STATE/COUNTY-  TX/SHERMAN
 GK0930  USGS QUAD   -  STEVENS SW (1964)
 GK0930
 GK0930                         *CURRENT SURVEY CONTROL
 GK0930  ___________________________________________________________________
 GK0930* NAD 83(1993)-  36 19 42.16555(N)    101 54 46.84549(W)     ADJUSTED  
 GK0930* NAVD 88     -      1085.6    (meters)    3562.     (feet)  VERTCON   
 GK0930  ___________________________________________________________________
 GK0930  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 GK0930  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 GK0930
 GK0930  HORZ ORDER  -  SECOND
 GK0930
 GK0930.The horizontal coordinates were established by classical geodetic methods
 GK0930.and adjusted by the National Geodetic Survey in February 1996..
 GK0930
 GK0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0930
 GK0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0930
 GK0930.The geoid height was determined by GEOID03.
 GK0930
 GK0930;                    North         East     Units Scale Factor Converg.
 GK0930;SPC TX N     - 1,258,393.468   162,914.986   MT  1.00003706   -0 14 21.7
 GK0930;SPC TX N     - 4,128,579.24    534,496.92   sFT  1.00003706   -0 14 21.7
 GK0930;UTM  14      - 4,024,311.335   238,515.982   MT  1.00044252   -1 43 36.1
 GK0930
 GK0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0930!SPC TX N     -   0.99983370  x   1.00003706  =   0.99987075
 GK0930!UTM  14      -   0.99983370  x   1.00044252  =   1.00027614
 GK0930
 GK0930:                Primary Azimuth Mark                     Grid Az
 GK0930:SPC TX N     -  TEXHOMA CIMARRON UTIL CO TANK            031 11 51.1
 GK0930:UTM  14      -  TEXHOMA CIMARRON UTIL CO TANK            032 41 05.5
 GK0930
 GK0930|---------------------------------------------------------------------|
 GK0930| PID    Reference Object                     Distance      Geod. Az  |
 GK0930|                                                           dddmmss.s |
 GK0930| GK0946 TEXHOMA CIMARRON UTIL CO TANK       APPROX.22.7 KM 0305729.4 |
 GK0930| CM7855 COMBINE RM 1                         28.042 METERS 08321     |
 GK0930| CM7854 COMBINE AZ MK 2                                    0871719.9 |
 GK0930| CM7853 COMBINE AZ MK                                      0875444.9 |
 GK0930| CM7857 COMBINE RM 3                         24.447 METERS 09741     |
 GK0930| GL1341 STRATFORD SW PUB SER CO TANK        APPROX.14.3 KM 2724100.2 |
 GK0930| CM7858 COMBINE RM 4                         27.389 METERS 34322     |
 GK0930| CM7856 COMBINE RM 2                         20.528 METERS 34424     |
 GK0930|---------------------------------------------------------------------|
 GK0930
 GK0930                          SUPERSEDED SURVEY CONTROL
 GK0930
 GK0930  NAD 83(1993)-  36 19 42.16509(N)    101 54 46.84564(W) AD(       ) 2
 GK0930  NAD 83(1986)-  36 19 42.17598(N)    101 54 46.83340(W) AD(       ) 2
 GK0930  NAD 27      -  36 19 42.06800(N)    101 54 45.22500(W) AD(       ) 2
 GK0930  NGVD 29 (07/19/86) 1085.1    (m)         3560.     (f) VERT ANG       
 GK0930
 GK0930.Superseded values are not recommended for survey control.
 GK0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0930.See file dsdata.txt to determine how the superseded data were derived.
 GK0930
 GK0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF3851624311(NAD 83)
 GK0930_MARKER: DS = TRIANGULATION STATION DISK
 GK0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0930
 GK0930  HISTORY     - Date     Condition        Report By
 GK0930  HISTORY     - 1935     MONUMENTED       CGS
 GK0930  HISTORY     - 1953     SEE DESCRIPTION  CGS
 GK0930  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 GK0930
 GK0930                          STATION DESCRIPTION
 GK0930
 GK0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GK0930'THE STATION IS 8.5 MILES E OF STRATFORD, BY ROAD, IN SECTION
 GK0930'207, BLOCK 1-C, AND IS N OF AN E-W COUNTY-LINE ROAD E FROM
 GK0930'STRATFORD.
 GK0930'
 GK0930'THE STATION MARK IS 42 FEET S OF THE CENTER LINE OF THE GRADED
 GK0930'COUNTY-LINE ROAD, 12 FEET S OF AN E-W FENCE LINE (S RIGHT-OF-WAY
 GK0930'FENCE OF ROAD), 43 FEET W OF THE W GATEPOST OF A WIRE GATE
 GK0930'IN THE S ROAD RIGHT-OF-WAY FENCE, 300 FEET (APPROXIMATELY)
 GK0930'NNW OF AN OLD WINDMILL AND WELL (NO WHEEL ON MILL), AND
 GK0930'380 FEET (APPROXIMATELY) NNW OF THE NW CORNER OF A TIN ROOFED
 GK0930'SHED.  IT PROJECTS 6 INCHES.
 GK0930'
 GK0930'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 GK0930'DISKS SET IN CONCRETE POSTS.
 GK0930'
 GK0930'REFERENCE MARK NO. 1 LIES E OF THE STATION, AND IS 1 FOOT
 GK0930'S OF THE S RIGHT-OF-WAY FENCE, 14 FEET E OF E GATEPOST OF
 GK0930'WIRE GATE IN S RIGHT-OF-WAY FENCE (MENTIONED ABOVE), AND
 GK0930'29 FEET S OF THE CENTER LINE OF THE GRADED COUNTY LINE ROAD.
 GK0930'IT PROJECTS 6 INCHES.
 GK0930'
 GK0930'REFERENCE MARK NO. 2 LIES N OF THE STATION, AND IS 1 FOOT
 GK0930'N OF THE N RIGHT-OF-WAY FENCE OF THE COUNTY LINE ROAD AND
 GK0930'21 FEET N OF THE CENTER LINE OF THE ROAD.  IT PROJECTS 6 INCHES.
 GK0930'
 GK0930'THE AZIMUTH MARK LIES E OF THE STATION, AND IS 24 FEET N OF
 GK0930'CENTER LINE OF THE COUNTY LINE ROAD, AND 6 INCHES S OF THE
 GK0930'N RIGHT-OF-WAY FENCE.  IT PROJECTS 8 INCHES.
 GK0930'
 GK0930'THE STATION MAY BE REACHED FROM THE PANHANDLE AND SANTA FE
 GK0930'RAILROAD DEPOT IN STRATFORD, BY DRIVING S ON STATE HIGHWAY
 GK0930'9, 0.6 MILE TO A JOG DUE E.  WHERE THE HIGHWAY TURNS BACK
 GK0930'S CONTINUE DUE E ON THE GRADED COUNTY LINE ROAD, DRIVE 8.4
 GK0930'MILES TO A LARGE TIN ROOFED SHED AND WINDMILL S OF THE ROAD
 GK0930'(WIRE GATE IN S RIGHT-OF-WAY FENCE HERE).  THE STATION IS S
 GK0930'OF THE S RIGHT-OF-WAY FENCE AT THIS POINT.
 GK0930'
 GK0930'A 20-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 GK0930
 GK0930                          STATION RECOVERY (1953)
 GK0930
 GK0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0930'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE FOUND LYING
 GK0930'ON TOP OF THE GROUND, AS IF PULLED OUT BY A ROAD GRADER.  THE
 GK0930'UNDERGROUND STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 GK0930'CONDITION SO THE SURFACE STATION MARK WAS RE-ESTABLISHED
 GK0930'IN PLACE.  A NEW AZIMUTH AND REFERENCE MARKS WERE ESTABLISHED.
 GK0930'A COMPLETE DESCRIPTION FOLLOWS--
 GK0930'
 GK0930'THE STATION IS LOCATED ON THE SOUTH SIDE OF FARM ROAD 289 ABOUT
 GK0930'9 MILES AIRLINE EAST OF STRATFORD, ABOUT 11 MILES AIRLINE
 GK0930'SOUTH OF THE TEXAS-OKLAHOMA STATE LINE, AND ABOUT 12 MILES AIRLINE
 GK0930'NORTH-NORTHWEST OF SUNRAY.
 GK0930'
 GK0930'TO REACH THE STATION FROM THE POST OFFICE IN STRATFORD GO
 GK0930'SOUTHEAST 0.3 MILE TO A CROSS ROAD.  KEEP STRAIGHT AHEAD
 GK0930'SOUTHEAST AND EAST ON FARM ROAD 289 8.8 MILES TO A WHITE
 GK0930'WITNESS POST AND THE STATION ON THE RIGHT.
 GK0930'
 GK0930'THE STATION MARK IS A STANDARD DISK STAMPED, COMBINE 1935 SET
 GK0930'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0930'4 INCHES ABOVE THE GROUND.  IT IS 12 FEET NORTH OF A WHITE
 GK0930'WITNESS POST SET IN A FENCE LINE, 38 FEET SOUTH OF THE CENTERLINE
 GK0930'OF THE ROAD, AND ABOUT 300 FEET NORTH-NORTHWEST OF A WINDMILL.
 GK0930'
 GK0930'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED, COMBINE
 GK0930'1935 1953 NO 3 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GK0930'POST THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 GK0930'NORTH OF A FENCE LINE, 49 FEET SOUTH OF THE CENTERLINE OF THE
 GK0930'ROAD, AND ABOUT THE SAME ELEVATION AS THE STATION.
 GK0930'
 GK0930'REFERENCE MARK NUMBER 4 IS A STANDARD DISK STAMPED, COMBINE
 GK0930'1935 1953 NO 4 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GK0930'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 GK0930'SOUTH OF A FENCE LINE, 49 FEET NORTH OF THE CENTERLINE OF THE
 GK0930'ROAD, AND THE SAME ELEVATION AS THE STATION.
 GK0930'
 GK0930'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED,
 GK0930'COMBINE AZIMUTH 1935 1953 SET IN THE TOP OF A 12-INCH SQUARE
 GK0930'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 GK0930'1 FOOT SOUTH OF A FENCE LINE AND 49 FEET NORTH OF THE CENTERLINE
 GK0930'OF THE ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION
 GK0930'GO EAST ON FARM ROAD 289 0.35 MILE TO THE AZIMUTH MARK ON
 GK0930'THE LEFT.
 GK0930
 GK0930                          STATION RECOVERY (1987)
 GK0930
 GK0930'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (TE)
 GK0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0424 ***********************************************************************
 BA0424  DESIGNATION -  COMBS
 BA0424  PID         -  BA0424
 BA0424  STATE/COUNTY-  TX/BREWSTER
 BA0424  USGS QUAD   -  PASO DEL NORTE (1983)
 BA0424
 BA0424                         *CURRENT SURVEY CONTROL
 BA0424  ___________________________________________________________________
 BA0424* NAD 83(1993)-  29 53 50.27708(N)    103 24 16.83738(W)     ADJUSTED  
 BA0424* NAVD 88     -      1498.     (meters)    4915.     (feet)  SCALED    
 BA0424  ___________________________________________________________________
 BA0424  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 BA0424  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 BA0424
 BA0424  HORZ ORDER  -  SECOND
 BA0424
 BA0424.The horizontal coordinates were established by classical geodetic methods
 BA0424.and adjusted by the National Geodetic Survey in February 1996..
 BA0424
 BA0424.The orthometric height was scaled from a topographic map.
 BA0424
 BA0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0424
 BA0424.The geoid height was determined by GEOID03.
 BA0424
 BA0424;                    North         East     Units Scale Factor Converg.
 BA0424;SPC TXSC     - 4,236,755.079   174,710.484   MT  0.99991127   -2 09 28.5
 BA0424;SPC TXSC     -13,900,087.29    573,195.98   sFT  0.99991127   -2 09 28.5
 BA0424;UTM  13      - 3,308,474.417   654,033.479   MT  0.99989274   +0 47 43.2
 BA0424
 BA0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0424!SPC TXSC     -   0.99976809  x   0.99991127  =   0.99967938
 BA0424!UTM  13      -   0.99976809  x   0.99989274  =   0.99966086
 BA0424
 BA0424|---------------------------------------------------------------------|
 BA0424| PID    Reference Object                     Distance      Geod. Az  |
 BA0424|                                                           dddmmss.s |
 BA0424| CH8649 COMBS RM 1                            3.577 METERS 03910     |
 BA0424| CH8650 COMBS RM 2                            3.437 METERS 27437     |
 BA0424| CH8648 COMBS AZ MK                                        3254842.8 |
 BA0424|---------------------------------------------------------------------|
 BA0424
 BA0424                          SUPERSEDED SURVEY CONTROL
 BA0424
 BA0424  NAD 83(1986)-  29 53 50.26760(N)    103 24 16.84055(W) AD(       ) 2
 BA0424  NAD 27      -  29 53 49.61800(N)    103 24 15.19800(W) AD(       ) 2
 BA0424
 BA0424.Superseded values are not recommended for survey control.
 BA0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0424.See file dsdata.txt to determine how the superseded data were derived.
 BA0424
 BA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP5403308474(NAD 83)
 BA0424_MARKER: DS = TRIANGULATION STATION DISK
 BA0424_SETTING: 66 = SET IN ROCK OUTCROP
 BA0424
 BA0424  HISTORY     - Date     Condition        Report By
 BA0424  HISTORY     - 1943     MONUMENTED       CGS
 BA0424  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0424
 BA0424                          STATION DESCRIPTION
 BA0424
 BA0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0424'STATION IS ON THE SUMMIT OF A PROMINENT KNOB OF THE SANTIAGO
 BA0424'RANGE OF HILLS ABOUT 25 MILES, AIR LINE, SSW OF MARATHON,
 BA0424'3.5 MILES NW OF THE COMBS CATTLE COMPANY HEADQUARTERS, 4.5
 BA0424'MILES N OF SANTIAGO PEAK, AND 1 MILE E OF THE BLADED ROAD
 BA0424'LEADING TO THE RANCH AT THE N BASE OF SANTIAGO PEAK.  THIS
 BA0424'PEAK IS THE UNITED STATES GEOLOGICAL SURVEY INTERSECTION
 BA0424'STATION S.W.P. MEANING SHARP WHITE PEAK.
 BA0424'
 BA0424'THE STATION IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING
 BA0424'BEDROCK.  STAMPED COMBS 1943.
 BA0424'
 BA0424'REFERENCE MARK NO. 1, NE OF THE STATION, IS A BRONZE DISK
 BA0424'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  STAMPED COMBS
 BA0424'NO. 1 1943.
 BA0424'
 BA0424'REFERENCE MARK NO. 2, W OF THE STATION, IS A BRONZE DISK
 BA0424'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  STAMPED COMBS
 BA0424'NO. 2 1943.
 BA0424'
 BA0424'AZIMUTH MARK, 0.2 MILE N OF THE STATION, IS A BRONZE DISK
 BA0424'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  STAMPED COMBS
 BA0424'1943.  THIS MARK IS ABOUT 50 FEET E OF THE FENCE AND HOG-BACKED
 BA0424'RIDGE.
 BA0424'
 BA0424'TO REACH FROM MARATHON GO S ON STATE HIGHWAY 227 FOR 2.0
 BA0424'MILES.  TAKE RIGHT FORK, GO SW ON THE OLD TERLINGUA HIGHWAY
 BA0424'9.4 MILES.  TAKE THE RIGHT FORK AND GO SW, THROUGH THE DEL
 BA0424'NORTE GAP, 10.4 MILES TO FORKS IN THE ROAD.  CONTINUE STRAIGHT
 BA0424'AHEAD, S, 0.2 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE
 BA0424'S FOR 0.1 MILE, TAKE LEFT FORK, SE, ON BLADED ROAD FOR 3.6
 BA0424'MILES TO GATE, PASS THROUGH THE GATE AND CONTINUE ON
 BA0424'MAIN-TRAVELED ROAD 3.3 MILES TO ANOTHER GATE AND ROAD LEADING TO
 BA0424'THE RIGHT OR W.  PASS THROUGH GATE AND GO 0.2 MILE TO THE END
 BA0424'OF TRUCK TRAVEL.  THEN PACK E, UP THE SLOPES, TO THE TOP
 BA0424'AND THE STATION WHICH IS ABOVE THE ROUGH AND ROCKY
 BA0424'RIM.
 BA0424'
 BA0424'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BA0424
 BA0424                          STATION RECOVERY (2001)
 BA0424
 BA0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0424'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0177 ***********************************************************************
 AP0177  DESIGNATION -  COMETA
 AP0177  PID         -  AP0177
 AP0177  STATE/COUNTY-  TX/ZAVALA
 AP0177  USGS QUAD   -  COMETA (1974)
 AP0177
 AP0177                         *CURRENT SURVEY CONTROL
 AP0177  ___________________________________________________________________
 AP0177* NAD 83(1993)-  28 40 00.59476(N)    100 01 48.50448(W)     ADJUSTED  
 AP0177* NAVD 88     -       195.5    (meters)     641.     (feet)  VERTCON   
 AP0177  ___________________________________________________________________
 AP0177  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AP0177  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 AP0177
 AP0177  HORZ ORDER  -  FIRST
 AP0177
 AP0177.The horizontal coordinates were established by classical geodetic methods
 AP0177.and adjusted by the National Geodetic Survey in February 1996..
 AP0177
 AP0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0177
 AP0177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0177
 AP0177.The geoid height was determined by GEOID03.
 AP0177
 AP0177;                    North         East     Units Scale Factor Converg.
 AP0177;SPC TXSC     - 4,092,819.259   499,312.372   MT  0.99993071   -0 30 16.8
 AP0177;SPC TXSC     -13,427,857.85  1,638,160.67   sFT  0.99993071   -0 30 16.8
 AP0177;UTM  14      - 3,171,508.475   399,341.422   MT  0.99972504   -0 29 39.2
 AP0177
 AP0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0177!SPC TXSC     -   0.99997294  x   0.99993071  =   0.99990365
 AP0177!UTM  14      -   0.99997294  x   0.99972504  =   0.99969799
 AP0177
 AP0177:                Primary Azimuth Mark                     Grid Az
 AP0177:SPC TXSC     -  COMETA AZ MK                             102 36 51.5
 AP0177:UTM  14      -  COMETA AZ MK                             102 36 13.9
 AP0177
 AP0177|---------------------------------------------------------------------|
 AP0177| PID    Reference Object                     Distance      Geod. Az  |
 AP0177|                                                           dddmmss.s |
 AP0177| CV4604 COMETA AZ MK                                       1020634.7 |
 AP0177| CV4605 COMETA RM 1                           7.702 METERS 11206     |
 AP0177| CV4606 COMETA RM 2                           5.268 METERS 29747     |
 AP0177|---------------------------------------------------------------------|
 AP0177
 AP0177                          SUPERSEDED SURVEY CONTROL
 AP0177
 AP0177  NAD 83(1986)-  28 40 00.59114(N)    100 01 48.48253(W) AD(       ) 1
 AP0177  NAD 27      -  28 39 59.66502(N)    100 01 47.26258(W) AD(       ) 1
 AP0177  NGVD 29 (07/19/86)  195.4    (m)          641.     (f) VERT ANG       
 AP0177
 AP0177.Superseded values are not recommended for survey control.
 AP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0177.See file dsdata.txt to determine how the superseded data were derived.
 AP0177
 AP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS9934171508(NAD 83)
 AP0177_MARKER: DS = TRIANGULATION STATION DISK
 AP0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0177_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AP0177
 AP0177  HISTORY     - Date     Condition        Report By
 AP0177  HISTORY     - 1972     MONUMENTED       NGS
 AP0177  HISTORY     - 20010517 GOOD             USPSQD
 AP0177
 AP0177                          STATION DESCRIPTION
 AP0177
 AP0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0177'THE STATION IS ABOUT 9-1/2 MILES WEST AND 10 MILES NORTH OF CARRIZO
 AP0177'SPRINGS, 11-1/2 MILES WEST AND 1 MILE SOUTH OF CRYSTAL CITY, ON THE
 AP0177'NORTH RIGHT-OF-WAY OF FARM ROAD 2691.
 AP0177'
 AP0177'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83, FARM ROADS
 AP0177'65 AND 393 IN THE NORTH PART OF CRYSTAL CITY, GO NORTHWEST ON FARM
 AP0177'ROAD 393 FOR 0.35 MILE TO WHERE FARM ROAD 393 TURNS LEFT.  TURN
 AP0177'LEFT AND GO WEST ON FARM ROAD 393 FOR 11.15 MILES TO THE JUNCTION
 AP0177'WITH FARM ROAD 2691, WHERE FARM ROAD 393 TURNS LEFT.  CONTINUE
 AP0177'WEST ON FARM ROAD 2691 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 AP0177'RIGHT.  CONTINUE WEST ON FARM ROAD 2691 FOR 0.65 MILE TO A
 AP0177'FORK AND THE STATION ON THE RIGHT.
 AP0177'
 AP0177'STATION MARKS ARE STANDARD DISKS, STAMPED COMETA 1972.  THE SURFACE
 AP0177'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AP0177'THAT IS FLUSH WITH THE GROUND.  IT IS 69.0 FEET NORTHEAST OF THE
 AP0177'CENTER OF THE FORK IN THE ROAD, 45.5 FEET NORTH OF THE CENTER OF
 AP0177'FARM ROAD 2691, 4.9 FEET WEST OF A TELEPHONE LINE POLE NUMBERED 1/4,
 AP0177'3.8 FEET WEST OF A WITNESS POST AND 3.5 FEET SOUTH OF A FENCE.
 AP0177'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS ON CONCRETE
 AP0177'40 INCHES BELOW THE GROUND SURFACE.
 AP0177'
 AP0177'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COMETA NO 1 1972, SET
 AP0177'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AP0177'WITH THE GROUND.  IT IS 48.0 FEET NORTH OF THE CENTER OF FARM ROAD
 AP0177'2691, 22.0 FEET EAST OF THE WITNESS POST, 2.0 FEET SOUTH OF THE
 AP0177'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AP0177'
 AP0177'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COMETA NO 2 1972, SET
 AP0177'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AP0177'WITH THE GROUND.  IT IS 45.0 FEET NORTH OF THE CENTER OF FARM ROAD
 AP0177'2691, 20.5 FEET WEST OF THE WITNESS POST, 1.5 FEET SOUTH OF THE
 AP0177'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AP0177'
 AP0177'AZIMUTH MARK IS A STANDARD DISK, STAMPED COMETA 1971, SET IN THE TOP
 AP0177'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AP0177'GROUND.  IT IS 50.0 FEET NORTH OF THE CENTER OF FARM ROAD 2691,
 AP0177'58.0 FEET EAST OF THE CENTER OF A FARM DRIVEWAY, 1.8 FEET EAST OF A
 AP0177'WITNESS POST AND 1.2 FEET SOUTH OF A FENCE.
 AP0177'
 AP0177'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 AP0177
 AP0177                          STATION RECOVERY (2001)
 AP0177
 AP0177'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AP0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1698 ***********************************************************************
 AY1698  DESIGNATION -  COMFORT 2
 AY1698  PID         -  AY1698
 AY1698  STATE/COUNTY-  TX/KENDALL
 AY1698  USGS QUAD   -  COMFORT (1982)
 AY1698
 AY1698                         *CURRENT SURVEY CONTROL
 AY1698  ___________________________________________________________________
 AY1698* NAD 83(1993)-  29 59 10.11821(N)    098 54 12.55777(W)     ADJUSTED  
 AY1698* NAVD 88     -       472.556  (meters)    1550.38   (feet)  ADJUSTED  
 AY1698  ___________________________________________________________________
 AY1698  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 AY1698  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AY1698  DYNAMIC HT  -         471.887 (meters)    1548.18  (feet)  COMP
 AY1698  MODELED GRAV-     979,212.4   (mgal)                       NAVD 88
 AY1698
 AY1698  HORZ ORDER  -  THIRD
 AY1698  VERT ORDER  -  FIRST     CLASS II
 AY1698
 AY1698.The horizontal coordinates were established by classical geodetic methods
 AY1698.and adjusted by the National Geodetic Survey in February 1996..
 AY1698.No horizontal observational check was made to the station.
 AY1698
 AY1698.The orthometric height was determined by differential leveling
 AY1698.and adjusted by the National Geodetic Survey in June 1991..
 AY1698
 AY1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1698
 AY1698.The geoid height was determined by GEOID03.
 AY1698
 AY1698.The dynamic height is computed by dividing the NAVD 88
 AY1698.geopotential number by the normal gravity value computed on the
 AY1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1698.degrees latitude (g = 980.6199 gals.).
 AY1698
 AY1698.The modeled gravity was interpolated from observed gravity values.
 AY1698
 AY1698;                    North         East     Units Scale Factor Converg.
 AY1698;SPC TXSC     - 4,238,597.000   609,312.676   MT  0.99992766   +0 02 50.2
 AY1698;SPC TXSC     -13,906,130.32  1,999,053.34   sFT  0.99992766   +0 02 50.2
 AY1698;SPC TX C     - 3,036,303.926   837,980.954   MT  1.00003740   +0 44 11.2
 AY1698;SPC TX C     - 9,961,607.13  2,749,275.85   sFT  1.00003740   +0 44 11.2
 AY1698;UTM  14      - 3,317,253.910   509,309.628   MT  0.99960107   +0 02 53.6
 AY1698
 AY1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1698!SPC TXSC     -   0.99992937  x   0.99992766  =   0.99985703
 AY1698!SPC TX C     -   0.99992937  x   1.00003740  =   0.99996677
 AY1698!UTM  14      -   0.99992937  x   0.99960107  =   0.99953047
 AY1698
 AY1698|---------------------------------------------------------------------|
 AY1698| PID    Reference Object                     Distance      Geod. Az  |
 AY1698|                                                           dddmmss.s |
 AY1698| CV4607 COMFORT RM 1                         11.307 METERS 00115     |
 AY1698| CV4609 COMFORT 2 RM 2                                     17756     |
 AY1698| AY1982 COMFORT                              33.305 METERS 24617     |
 AY1698| AY1700 COMFORT AZ MK                       452.040 METERS 3515236.6 |
 AY1698|---------------------------------------------------------------------|
 AY1698
 AY1698                          SUPERSEDED SURVEY CONTROL
 AY1698
 AY1698  NAD 83(1986)-  29 59 10.12543(N)    098 54 12.54309(W) AD(       ) 3
 AY1698  NAD 27      -  29 59 09.34980(N)    098 54 11.41880(W) AD(       ) 3
 AY1698
 AY1698.Superseded values are not recommended for survey control.
 AY1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1698.See file dsdata.txt to determine how the superseded data were derived.
 AY1698
 AY1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0931017254(NAD 83)
 AY1698_MARKER: DS = TRIANGULATION STATION DISK
 AY1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1698_SP_SET: CONCRETE POST
 AY1698_STAMPING: COMFORT 2 1960
 AY1698_MARK LOGO: CGS   
 AY1698_PROJECTION: FLUSH
 AY1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1698+STABILITY: SURFACE MOTION
 AY1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1698+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2003
 AY1698
 AY1698  HISTORY     - Date     Condition        Report By
 AY1698  HISTORY     - 1960     MONUMENTED       CGS
 AY1698  HISTORY     - 1964     GOOD             USGS
 AY1698  HISTORY     - 1982     GOOD             NGS
 AY1698  HISTORY     - 1990     GOOD             USPSQD
 AY1698  HISTORY     - 19940309 GOOD             USPSQD
 AY1698  HISTORY     - 20020911 GOOD             JCLS
 AY1698  HISTORY     - 20030227 GOOD             JCLS
 AY1698  HISTORY     - 20050521 GOOD             USPSQD
 AY1698
 AY1698                          STATION DESCRIPTION
 AY1698
 AY1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WCR)
 AY1698'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF COMFORT, ON THE
 AY1698'RIGHT-OF-WAY OF U.S. HIGHWAY NO. 87, 2 FEET WEST OF THE EAST
 AY1698'RIGHT-OF-WAY FENCE LINE, 24 FEET SOUTH OF HIGHWAY SURVEY
 AY1698'STATION 891, 18 INCHES SOUTH OF A 4 X 4 POST AND NEARLY
 AY1698'OPPOSITE A LARGE METAL BUILDING.
 AY1698'
 AY1698'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COMFORT 1956
 AY1698'IN A CONCRETE POST PROJECTING ABOUT 4 INCHES, 1 FOOT EAST OF
 AY1698'THE WEST RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A 4 X 4 POST AND
 AY1698'ABOUT 65 YARDS SOUTH OF THE SOUTHEAST CORNER OF A FARM YARD.
 AY1698'IT IS 0.1 MILE NORTH AND ACROSS THE HIGHWAY FROM A LARGE
 AY1698'STONE ENTRANCE AND GATE.
 AY1698'
 AY1698'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED COMFORT 2 1960
 AY1698'NO. 1 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.  IT IS 1
 AY1698'FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE LINE AND 13 FEET
 AY1698'NORTH OF HIGHWAY SURVEY STATION 891 AND 1 FOOT WEST OF A
 AY1698'FENCE POST.
 AY1698'
 AY1698'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED COMFORT
 AY1698'2 1960 NO. 2 IN A CONCRETE POST PROJECTING ABOUT 2 INCHES
 AY1698'AND IS ABOUT 50 FEET NORTH OF A FENCE CORNER AND A BRACED
 AY1698'POWER POLE.
 AY1698'
 AY1698'THE STATION IS A STANDARD DISK STAMPED COMFORT 2 1960 IN
 AY1698'A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 AY1698'
 AY1698'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS NOS.
 AY1698'87 AND 27 AND THE RAILROAD CROSSING IN THE NORTH PART OF
 AY1698'COMFORT.  GO NORTH ON U.S. HIGHWAY NO. 87, 01.1 MILES TO
 AY1698'THE STATION ON THE RIGHT.
 AY1698'
 AY1698'TO REACH THE AZIMUTH MARK CONTINUE NORTH FROM THE STATION
 AY1698'0.3 MILE TO THE MARK ON THE LEFT.
 AY1698
 AY1698                          STATION RECOVERY (1964)
 AY1698
 AY1698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1698'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 AY1698'
 AY1698'DESCRIPTION OK EXCEPT STAMPINGS--
 AY1698'
 AY1698'STAMPING ON STATION MARK--COMFORT 1960, INSTEAD OF COMFORT
 AY1698'2 1960
 AY1698'
 AY1698'STAMPING ON R.M. 1--COMFORT NO 1 1960, INSTEAD OF COMFORT
 AY1698'2 1960, NO 1
 AY1698'
 AY1698'STAMPING ON R.M. 2--COMFORT NO 2 1960, INSTEAD OF COMFORT
 AY1698'2 1960, NO 2
 AY1698
 AY1698                          STATION RECOVERY (1982)
 AY1698
 AY1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1698'0.7 KM (0.45 MI) NORTH FROM COMFORT.
 AY1698'0.7 KM (0.45 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 AY1698'INTERSTATE 10 IN COMFORT, TO THE TOP OF A HILL AND ACROSS HIGHWAY FROM
 AY1698'A LARGE METAL BUILDING, 42.0 METERS (138.0 FT) EAST OF THE CENTERLINE
 AY1698'OF THE HIGHWAY, 72.2 METERS (237.0 FT) SOUTH OF THE CENTER OF AN
 AY1698'ASPHALT ROAD LEADING EAST WITH TWO ROCK PILLARS, 30.7 METERS
 AY1698'(101.0 FT) NORTH OF A POWER POLE AT THE SOUTH END OF A WOOD FENCE,
 AY1698'39.3 METERS (129.0 FT) NORTHEAST OF THE TOP CENTER OF THE EAST
 AY1698'CONCRETE HEADWALL OF A SMALL CULVERT UNDER THE HIGHWAY, 0.6 METER
 AY1698'(2.0 FT) WEST OF A WOOD FENCE, 15.5 METERS (51.0 FT) NORTH OF COMFORT
 AY1698'RM 2, AND 11.2 METERS (37.0 FT) SOUTH OF COMFORT RM 1.
 AY1698'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 AY1698'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1698
 AY1698                          STATION RECOVERY (1990)
 AY1698
 AY1698'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1698'RECOVERED IN GOOD CONDITION.
 AY1698
 AY1698                          STATION RECOVERY (1994)
 AY1698
 AY1698'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1698'RECOVERED IN GOOD CONDITION.
 AY1698
 AY1698                          STATION RECOVERY (2002)
 AY1698
 AY1698'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AY1698'RECOVERED IN GOOD CONDITION.
 AY1698
 AY1698                          STATION RECOVERY (2003)
 AY1698
 AY1698'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AY1698'RECOVERED IN GOOD CONDITION.
 AY1698
 AY1698                          STATION RECOVERY (2005)
 AY1698
 AY1698'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1700 ***********************************************************************
 AY1700  DESIGNATION -  COMFORT AZ MK
 AY1700  PID         -  AY1700
 AY1700  STATE/COUNTY-  TX/KENDALL
 AY1700  USGS QUAD   -  COMFORT (1982)
 AY1700
 AY1700                         *CURRENT SURVEY CONTROL
 AY1700  ___________________________________________________________________
 AY1700* NAD 83(1993)-  29 59 24.65121(N)    098 54 14.94074(W)     ADJUSTED  
 AY1700* NAVD 88     -       475.650  (meters)    1560.53   (feet)  ADJUSTED  
 AY1700  ___________________________________________________________________
 AY1700  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 AY1700  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AY1700  DYNAMIC HT  -         474.977 (meters)    1558.32  (feet)  COMP
 AY1700  MODELED GRAV-     979,212.1   (mgal)                       NAVD 88
 AY1700
 AY1700  HORZ ORDER  -  THIRD
 AY1700  VERT ORDER  -  FIRST     CLASS II
 AY1700
 AY1700.The horizontal coordinates were established by classical geodetic methods
 AY1700.and adjusted by the National Geodetic Survey in February 1996..
 AY1700
 AY1700.The orthometric height was determined by differential leveling
 AY1700.and adjusted by the National Geodetic Survey in June 1991..
 AY1700
 AY1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1700
 AY1700.The geoid height was determined by GEOID03.
 AY1700
 AY1700.The dynamic height is computed by dividing the NAVD 88
 AY1700.geopotential number by the normal gravity value computed on the
 AY1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1700.degrees latitude (g = 980.6199 gals.).
 AY1700
 AY1700.The modeled gravity was interpolated from observed gravity values.
 AY1700
 AY1700;                    North         East     Units Scale Factor Converg.
 AY1700;SPC TXSC     - 4,239,044.420   609,248.438   MT  0.99992846   +0 02 49.0
 AY1700;SPC TXSC     -13,907,598.23  1,998,842.58   sFT  0.99992846   +0 02 49.0
 AY1700;UTM  14      - 3,317,701.182   509,245.403   MT  0.99960105   +0 02 52.5
 AY1700
 AY1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1700!SPC TXSC     -   0.99992888  x   0.99992846  =   0.99985735
 AY1700!UTM  14      -   0.99992888  x   0.99960105  =   0.99952996
 AY1700
 AY1700:                Primary Azimuth Mark                     Grid Az
 AY1700:SPC TXSC     -  COMFORT 2                                171 49 46.4
 AY1700:UTM  14      -  COMFORT 2                                171 49 42.9
 AY1700
 AY1700|---------------------------------------------------------------------|
 AY1700| PID    Reference Object                     Distance      Geod. Az  |
 AY1700|                                                           dddmmss.s |
 AY1700| AY1698 COMFORT 2                           452.040 METERS 1715235.4 |
 AY1700| AY1982 COMFORT                             462.106 METERS 1755125.9 |
 AY1700|---------------------------------------------------------------------|
 AY1700
 AY1700                          SUPERSEDED SURVEY CONTROL
 AY1700
 AY1700  NAD 83(1986)-  29 59 24.65835(N)    098 54 14.92606(W) AD(       ) 3
 AY1700  NAD 27      -  29 59 23.87600(N)    098 54 13.80060(W) AD(       ) 3
 AY1700
 AY1700.Superseded values are not recommended for survey control.
 AY1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1700.See file dsdata.txt to determine how the superseded data were derived.
 AY1700
 AY1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0924517701(NAD 83)
 AY1700_MARKER: DZ = AZIMUTH MARK DISK
 AY1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1700_SP_SET: CONCRETE POST
 AY1700_STAMPING: COMFORT 1956
 AY1700_MARK LOGO: CGS   
 AY1700_PROJECTION: PROJECTING 16 CENTIMETERS
 AY1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1700+STABILITY: SURFACE MOTION
 AY1700
 AY1700  HISTORY     - Date     Condition        Report By
 AY1700  HISTORY     - 1956     MONUMENTED       CGS
 AY1700  HISTORY     - 1982     GOOD             NGS
 AY1700  HISTORY     - 1990     GOOD             USPSQD
 AY1700  HISTORY     - 19940309 GOOD             USPSQD
 AY1700  HISTORY     - 20040325 GOOD             USPSQD
 AY1700  HISTORY     - 20050521 GOOD             USPSQD
 AY1700
 AY1700                          STATION DESCRIPTION
 AY1700
 AY1700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1700'1.2 KM (0.75 MI) NORTH FROM COMFORT.
 AY1700'1.2 KM (0.75 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 AY1700'INTERSTATE HIGHWAY 10 IN COMFORT, 17.9 METERS (59.0 FT) WEST OF THE
 AY1700'CENTERLINE OF THE HIGHWAY, 40.2 METERS (132.0 FT) NORTH OF THE
 AY1700'EXTENDED CENTER OF A PRIVATE DRIVEWAY LEADING EAST, 72.2 METERS
 AY1700'(237.0 FT) SOUTH OF A DRIVEWAY LEADING WEST OF A METAL GATE,
 AY1700'5.6 METERS (18.5 FT) NORTH OF A CONCRETE RIGHT OF WAY POST, AND
 AY1700'0.3 METER (1.0 FT) WEST OF THE FENCE.
 AY1700'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AY1700'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1700
 AY1700                          STATION RECOVERY (1990)
 AY1700
 AY1700'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1700'RECOVERED IN GOOD CONDITION.
 AY1700
 AY1700                          STATION RECOVERY (1994)
 AY1700
 AY1700'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1700'RECOVERED IN GOOD CONDITION.
 AY1700
 AY1700                          STATION RECOVERY (2004)
 AY1700
 AY1700'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 AY1700'RECOVERED IN GOOD CONDITION.
 AY1700
 AY1700                          STATION RECOVERY (2005)
 AY1700
 AY1700'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1981 ***********************************************************************
 AY1981  DESIGNATION -  COMFORT MUNICIPAL TANK
 AY1981  PID         -  AY1981
 AY1981  STATE/COUNTY-  TX/KENDALL
 AY1981  USGS QUAD   -  COMFORT (1982)
 AY1981
 AY1981                         *CURRENT SURVEY CONTROL
 AY1981  ___________________________________________________________________
 AY1981* NAD 83(1993)-  29 58 25.85047(N)    098 54 27.16248(W)     ADJUSTED  
 AY1981* NAVD 88     -                                                        
 AY1981  ___________________________________________________________________
 AY1981  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 AY1981  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AY1981
 AY1981  HORZ ORDER  -  THIRD
 AY1981
 AY1981.The horizontal coordinates were established by classical geodetic methods
 AY1981.and adjusted by the National Geodetic Survey in February 1996..
 AY1981
 AY1981
 AY1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1981
 AY1981.The geoid height was determined by GEOID03.
 AY1981
 AY1981;                    North         East     Units Scale Factor Converg.
 AY1981;SPC TXSC     - 4,237,233.681   608,922.296   MT  0.99992525   +0 02 43.1
 AY1981;SPC TXSC     -13,901,657.50  1,997,772.57   sFT  0.99992525   +0 02 43.1
 AY1981;SPC TX C     - 3,034,935.856   837,606.957   MT  1.00004119   +0 44 03.7
 AY1981;SPC TX C     - 9,957,118.72  2,748,048.82   sFT  1.00004119   +0 44 03.7
 AY1981;UTM  14      - 3,315,891.028   508,919.397   MT  0.99960098   +0 02 46.3
 AY1981
 AY1981                          SUPERSEDED SURVEY CONTROL
 AY1981
 AY1981  NAD 83(1986)-  29 58 25.85711(N)    098 54 27.14738(W) AD(       ) 4
 AY1981  NAD 27      -  29 58 25.08100(N)    098 54 26.02200(W) AD(       ) 3
 AY1981
 AY1981.Superseded values are not recommended for survey control.
 AY1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1981.See file dsdata.txt to determine how the superseded data were derived.
 AY1981
 AY1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0891915891(NAD 83)
 AY1981_MARKER: 53 = ELEVATED TANK
 AY1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1981+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1981
 AY1981  HISTORY     - Date     Condition        Report By
 AY1981  HISTORY     - 1956     FIRST OBSERVED   CGS
 AY1981  HISTORY     - 1990     GOOD             USPSQD
 AY1981  HISTORY     - 19940309 GOOD             USPSQD
 AY1981  HISTORY     - 20050521 GOOD             USPSQD
 AY1981
 AY1981                          STATION DESCRIPTION
 AY1981
 AY1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1981'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF THE VILLAGE
 AY1981'OF COMFORT AND LIES ABOUT 0.2 MILE WEST OF U.S. HIGHWAY 87,
 AY1981'102 FEET SOUTH OF A PAVED ROAD AND 60 FEET SOUTHEAST OF
 AY1981'A BRICK PUMP HOUSE.
 AY1981'
 AY1981'THE STATION IS THE TOP AND CENTER OF AN ELEVATED STEEL WATER
 AY1981'TANK WHICH IS 33 FEET IN DIAMETER AND ABOUT 133 FEET IN HEIGHT.
 AY1981
 AY1981                          STATION RECOVERY (1990)
 AY1981
 AY1981'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1981'RECOVERED IN GOOD CONDITION.
 AY1981
 AY1981                          STATION RECOVERY (1994)
 AY1981
 AY1981'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1981'RECOVERED IN GOOD CONDITION.
 AY1981
 AY1981                          STATION RECOVERY (2005)
 AY1981
 AY1981'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1699 ***********************************************************************
 AY1699  DESIGNATION -  COMFORT RM 1 1960
 AY1699  PID         -  AY1699
 AY1699  STATE/COUNTY-  TX/KENDALL
 AY1699  USGS QUAD   -  COMFORT (1982)
 AY1699
 AY1699                         *CURRENT SURVEY CONTROL
 AY1699  ___________________________________________________________________
 AY1699* NAD 83(1986)-  29 59 10.     (N)    098 54 13.     (W)     SCALED    
 AY1699* NAVD 88     -       472.646  (meters)    1550.67   (feet)  ADJUSTED  
 AY1699  ___________________________________________________________________
 AY1699  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AY1699  DYNAMIC HT  -         471.977 (meters)    1548.48  (feet)  COMP
 AY1699  MODELED GRAV-     979,212.4   (mgal)                       NAVD 88
 AY1699
 AY1699  VERT ORDER  -  FIRST     CLASS II
 AY1699
 AY1699.The horizontal coordinates were scaled from a topographic map and have
 AY1699.an estimated accuracy of +/- 6 seconds.
 AY1699
 AY1699.The orthometric height was determined by differential leveling
 AY1699.and adjusted by the National Geodetic Survey in June 1991..
 AY1699
 AY1699.The geoid height was determined by GEOID03.
 AY1699
 AY1699.The dynamic height is computed by dividing the NAVD 88
 AY1699.geopotential number by the normal gravity value computed on the
 AY1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1699.degrees latitude (g = 980.6199 gals.).
 AY1699
 AY1699.The modeled gravity was interpolated from observed gravity values.
 AY1699
 AY1699;                    North         East    Units  Estimated Accuracy
 AY1699;SPC TXSC     - 4,238,590.      609,300.      MT  (+/- 180 meters Scaled)
 AY1699
 AY1699                          SUPERSEDED SURVEY CONTROL
 AY1699
 AY1699.No superseded survey control is available for this station.
 AY1699
 AY1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU092172(NAD 83)
 AY1699_MARKER: DR = REFERENCE MARK DISK
 AY1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1699_SP_SET: CONCRETE POST
 AY1699_STAMPING: COMFORT NO. 1 1960
 AY1699_MARK LOGO: CGS   
 AY1699_PROJECTION: FLUSH
 AY1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1699+STABILITY: SURFACE MOTION
 AY1699
 AY1699  HISTORY     - Date     Condition        Report By
 AY1699  HISTORY     - 1960     MONUMENTED       CGS
 AY1699  HISTORY     - 1982     GOOD             NGS
 AY1699  HISTORY     - 1990     GOOD             USPSQD
 AY1699  HISTORY     - 19940309 GOOD             USPSQD
 AY1699  HISTORY     - 20050521 GOOD             USPSQD
 AY1699
 AY1699                          STATION DESCRIPTION
 AY1699
 AY1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1699'0.7 KM (0.45 MI) NORTH FROM COMFORT.
 AY1699'0.7 KM (0.45 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 AY1699'INTERSTATE HIGHWAY 10 IN COMFORT, TO THE TOP OF A HILL AND ACROSS THE
 AY1699'HIGHWAY FROM A LARGE METAL BUILDING, 42.0 METERS (138.0 FT) EAST OF
 AY1699'THE CENTERLINE OF THE HIGHWAY, 60.9 METERS (200.0 FT) SOUTH OF THE
 AY1699'CENTER OF AN ASPHALT ROAD LEADING EAST WITH TWO ROCK PILLARS,
 AY1699'42.0 METERS (138.0 FT) NORTH OF A POWER POLE AT THE SOUTH END OF A
 AY1699'WOOD FENCE, 48.14 METERS (159.0 FT) NORTHEAST OF THE TOP CENTER OF THE
 AY1699'EAST CONCRETE HEADWALL OF A SMALL CULVERT UNDER THE HIGHWAY,
 AY1699'11.2 METERS (37.0 FT) NORTH OF STATION COMFORT, 26.8 METERS (88.0 FT)
 AY1699'NORTH OF COMFORT RM 2, AND 0.3 METER (1.0 FT) WEST OF A WOOD FENCE.
 AY1699'THE MARK IS 11.2 METERS  N FROM A WITNESS POST.
 AY1699'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1699
 AY1699                          STATION RECOVERY (1990)
 AY1699
 AY1699'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1699'RECOVERED IN GOOD CONDITION.
 AY1699
 AY1699                          STATION RECOVERY (1994)
 AY1699
 AY1699'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1699'RECOVERED IN GOOD CONDITION.
 AY1699
 AY1699                          STATION RECOVERY (2005)
 AY1699
 AY1699'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1697 ***********************************************************************
 AY1697  DESIGNATION -  COMFORT RM 2 1960
 AY1697  PID         -  AY1697
 AY1697  STATE/COUNTY-  TX/KENDALL
 AY1697  USGS QUAD   -  COMFORT (1982)
 AY1697
 AY1697                         *CURRENT SURVEY CONTROL
 AY1697  ___________________________________________________________________
 AY1697* NAD 83(1986)-  29 59 10.     (N)    098 54 13.     (W)     SCALED    
 AY1697* NAVD 88     -       472.493  (meters)    1550.17   (feet)  ADJUSTED  
 AY1697  ___________________________________________________________________
 AY1697  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AY1697  DYNAMIC HT  -         471.824 (meters)    1547.98  (feet)  COMP
 AY1697  MODELED GRAV-     979,212.4   (mgal)                       NAVD 88
 AY1697
 AY1697  VERT ORDER  -  FIRST     CLASS II
 AY1697
 AY1697.The horizontal coordinates were scaled from a topographic map and have
 AY1697.an estimated accuracy of +/- 6 seconds.
 AY1697
 AY1697.The orthometric height was determined by differential leveling
 AY1697.and adjusted by the National Geodetic Survey in June 1991..
 AY1697
 AY1697.The geoid height was determined by GEOID03.
 AY1697
 AY1697.The dynamic height is computed by dividing the NAVD 88
 AY1697.geopotential number by the normal gravity value computed on the
 AY1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1697.degrees latitude (g = 980.6199 gals.).
 AY1697
 AY1697.The modeled gravity was interpolated from observed gravity values.
 AY1697
 AY1697;                    North         East    Units  Estimated Accuracy
 AY1697;SPC TXSC     - 4,238,590.      609,300.      MT  (+/- 180 meters Scaled)
 AY1697
 AY1697                          SUPERSEDED SURVEY CONTROL
 AY1697
 AY1697.No superseded survey control is available for this station.
 AY1697
 AY1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU092172(NAD 83)
 AY1697_MARKER: DR = REFERENCE MARK DISK
 AY1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1697_SP_SET: CONCRETE POST
 AY1697_STAMPING: COMFORT NO. 2 1960
 AY1697_MARK LOGO: CGS   
 AY1697_PROJECTION: FLUSH
 AY1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1697+STABILITY: SURFACE MOTION
 AY1697
 AY1697  HISTORY     - Date     Condition        Report By
 AY1697  HISTORY     - 1960     MONUMENTED       CGS
 AY1697  HISTORY     - 1982     GOOD             NGS
 AY1697  HISTORY     - 1990     GOOD             USPSQD
 AY1697  HISTORY     - 19940309 GOOD             USPSQD
 AY1697  HISTORY     - 20050521 GOOD             USPSQD
 AY1697
 AY1697                          STATION DESCRIPTION
 AY1697
 AY1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1697'0.7 KM (0.45 MI) NORTH FROM COMFORT.
 AY1697'0.7 KM (0.45 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 AY1697'INTERSTATE HIGHWAY 10 IN COMFORT, TO THE TOP OF A HILL AND ACROSS THE
 AY1697'HIGHWAY FROM A LARGE METAL BUILDING, 42.0 METERS (138.0 FT) EAST OF
 AY1697'THE CENTERLINE OF THE HIGHWAY, 57.3 METERS (188.0 FT) SOUTH OF THE
 AY1697'CENTER OF AN ASPHALT ROAD LEADING EAST WITH TWO ROCK PILLARS,
 AY1697'15.2 METERS (50.0 FT) NORTH OF A POWER POLE AT THE SOUTH END OF A WOOD
 AY1697'FENCE, 31.6 METERS (104.5 FT) NORTHEAST OF THE TOP CENTER OF THE EAST
 AY1697'CONCRETE HEADWALL OF A SMALL CULVERT UNDER THE HIGHWAY, 15.5 METERS
 AY1697'(51.0 FT) SOUTH OF STATION COMFORT, 26.8 METERS (88.0 FT) SOUTH OF
 AY1697'COMFORT RM 1, AND 0.15 METER (0.5 FT) WEST OF A WOOD FENCE.
 AY1697'THE MARK IS 15.5 METERS  S FROM A WITNESS POST.
 AY1697'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1697
 AY1697                          STATION RECOVERY (1990)
 AY1697
 AY1697'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1697'RECOVERED IN GOOD CONDITION.
 AY1697
 AY1697                          STATION RECOVERY (1994)
 AY1697
 AY1697'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1697'RECOVERED IN GOOD CONDITION.
 AY1697
 AY1697                          STATION RECOVERY (2005)
 AY1697
 AY1697'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1106 ***********************************************************************
 CA1106  DESIGNATION -  COMFORT USGS 1971
 CA1106  PID         -  CA1106
 CA1106  STATE/COUNTY-  TX/MCCULLOCH
 CA1106  USGS QUAD   -  WEST SWEDEN (1987)
 CA1106
 CA1106                         *CURRENT SURVEY CONTROL
 CA1106  ___________________________________________________________________
 CA1106* NAD 83(1993)-  31 11 27.76017(N)    099 27 42.24668(W)     ADJUSTED  
 CA1106* NAVD 88     -       573.     (meters)    1880.     (feet)  SCALED    
 CA1106  ___________________________________________________________________
 CA1106  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CA1106  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CA1106
 CA1106  HORZ ORDER  -  SECOND
 CA1106
 CA1106.The horizontal coordinates were established by classical geodetic methods
 CA1106.and adjusted by the National Geodetic Survey in February 1996..
 CA1106
 CA1106.The orthometric height was scaled from a topographic map.
 CA1106
 CA1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1106
 CA1106.The geoid height was determined by GEOID03.
 CA1106
 CA1106;                    North         East     Units Scale Factor Converg.
 CA1106;SPC TX C     - 3,169,310.859   783,064.703   MT  0.99988720   +0 26 56.1
 CA1106;SPC TX C     -10,397,980.71  2,569,104.78   sFT  0.99988720   +0 26 56.1
 CA1106;UTM  14      - 3,450,866.580   456,007.861   MT  0.99962387   -0 14 20.9
 CA1106
 CA1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1106!SPC TX C     -   0.99991371  x   0.99988720  =   0.99980092
 CA1106!UTM  14      -   0.99991371  x   0.99962387  =   0.99953762
 CA1106
 CA1106                          SUPERSEDED SURVEY CONTROL
 CA1106
 CA1106  NAD 83(1986)-  31 11 27.76833(N)    099 27 42.23237(W) AD(       ) 2
 CA1106  NAD 27      -  31 11 27.15760(N)    099 27 41.01923(W) AD(       ) 2
 CA1106
 CA1106.Superseded values are not recommended for survey control.
 CA1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1106.See file dsdata.txt to determine how the superseded data were derived.
 CA1106
 CA1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5600850867(NAD 83)
 CA1106_MARKER: A = ALUMINUM MARKER
 CA1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1106_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1106+STABILITY: SURFACE MOTION
 CA1106
 CA1106  HISTORY     - Date     Condition        Report By
 CA1106  HISTORY     - 1971     MONUMENTED       USGS
 CA1106
 CA1106                          STATION DESCRIPTION
 CA1106
 CA1106'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CA1106'A STANDARD ALUMINUM TABLET SET IN A CONCRETE
 CA1106'POST PROJECTING 0.6 FOOT, 150 FEET WEST, AND 40 FEET SOUTH
 CA1106'OF THE RIGHT ANGLE IN GRAVEL ROAD.  THE TABLET IS STAMPED
 CA1106'COMFORT ET 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1804 ***********************************************************************
 AY1804  DESIGNATION -  COMMANCHE LOOKOUT TOWER
 AY1804  PID         -  AY1804
 AY1804  STATE/COUNTY-  TX/BEXAR
 AY1804  USGS QUAD   -  SCHERTZ (1992)
 AY1804
 AY1804                         *CURRENT SURVEY CONTROL
 AY1804  ___________________________________________________________________
 AY1804* NAD 83(1993)-  29 35 06.76626(N)    098 22 03.16367(W)     ADJUSTED  
 AY1804* NAVD 88     -                                                        
 AY1804  ___________________________________________________________________
 AY1804  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 AY1804  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AY1804
 AY1804  HORZ ORDER  -  THIRD
 AY1804
 AY1804.The horizontal coordinates were established by classical geodetic methods
 AY1804.and adjusted by the National Geodetic Survey in February 1996..
 AY1804
 AY1804
 AY1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1804
 AY1804.The geoid height was determined by GEOID03.
 AY1804
 AY1804;                    North         East     Units Scale Factor Converg.
 AY1804;SPC TXSC     - 4,194,320.689   661,267.263   MT  0.99987275   +0 18 35.5
 AY1804;SPC TXSC     -13,760,867.13  2,169,507.68   sFT  0.99987275   +0 18 35.5
 AY1804;UTM  14      - 3,272,991.931   561,251.491   MT  0.99964629   +0 18 44.1
 AY1804
 AY1804                          SUPERSEDED SURVEY CONTROL
 AY1804
 AY1804  NAD 83(1986)-  29 35 06.77180(N)    098 22 03.14595(W) AD(       ) 4
 AY1804  NAD 27      -  29 35 05.95100(N)    098 22 02.09300(W) AD(       ) 3
 AY1804
 AY1804.Superseded values are not recommended for survey control.
 AY1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1804.See file dsdata.txt to determine how the superseded data were derived.
 AY1804
 AY1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6125172992(NAD 83)
 AY1804_MARKER: 57 = LOOKOUT TOWER
 AY1804
 AY1804  HISTORY     - Date     Condition        Report By
 AY1804  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1804  HISTORY     - 1965     GOOD             CGS
 AY1804  HISTORY     - 1990     GOOD             USPSQD
 AY1804  HISTORY     - 19990216 GOOD             USPSQD
 AY1804
 AY1804                          STATION DESCRIPTION
 AY1804
 AY1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1804'LOCATED ABOUT 13 MILES NORTHEAST OF THE CENTER OF SAN ANTONIO,
 AY1804'3.5 MILES NORTH OF SHORTS CORNERS, AND 0.4 MILE WEST OF
 AY1804'NACHODGOCHES DRIVE.  IT IS A 12 FOOT SQUARE STONE STRUCTURE AND
 AY1804'40 FEET HIGH.
 AY1804'
 AY1804'THE POINT INTERSECTED WAS THE TOP OF THE LOOKOUT.
 AY1804
 AY1804                          STATION RECOVERY (1965)
 AY1804
 AY1804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 AY1804'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AY1804'GOOD CONDITION.
 AY1804
 AY1804                          STATION RECOVERY (1990)
 AY1804
 AY1804'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1804'RECOVERED IN GOOD CONDITION.
 AY1804
 AY1804                          STATION RECOVERY (1999)
 AY1804
 AY1804'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0516 ***********************************************************************
 DM0516  DESIGNATION -  COMMERCE
 DM0516  PID         -  DM0516
 DM0516  STATE/COUNTY-  TX/HUNT
 DM0516  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM0516
 DM0516                         *CURRENT SURVEY CONTROL
 DM0516  ___________________________________________________________________
 DM0516* NAD 83(1986)-  33 14 59.     (N)    095 54 01.     (W)     SCALED    
 DM0516* NAVD 88     -       169.512  (meters)     556.14   (feet)  ADJUSTED  
 DM0516  ___________________________________________________________________
 DM0516  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DM0516  DYNAMIC HT  -         169.329 (meters)     555.54  (feet)  COMP
 DM0516  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 DM0516
 DM0516  VERT ORDER  -  SECOND    CLASS 0
 DM0516
 DM0516.The horizontal coordinates were scaled from a topographic map and have
 DM0516.an estimated accuracy of +/- 6 seconds.
 DM0516
 DM0516.The orthometric height was determined by differential leveling
 DM0516.and adjusted by the National Geodetic Survey in June 1991..
 DM0516
 DM0516.The geoid height was determined by GEOID03.
 DM0516
 DM0516.The dynamic height is computed by dividing the NAVD 88
 DM0516.geopotential number by the normal gravity value computed on the
 DM0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0516.degrees latitude (g = 980.6199 gals.).
 DM0516
 DM0516.The modeled gravity was interpolated from observed gravity values.
 DM0516
 DM0516;                    North         East    Units  Estimated Accuracy
 DM0516;SPC TXNC     - 2,178,540.      842,210.      MT  (+/- 180 meters Scaled)
 DM0516
 DM0516                          SUPERSEDED SURVEY CONTROL
 DM0516
 DM0516  NGVD 29 (??/??/92)  169.497  (m)          556.09   (f) ADJ UNCH    2 0
 DM0516
 DM0516.Superseded values are not recommended for survey control.
 DM0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0516.See file dsdata.txt to determine how the superseded data were derived.
 DM0516
 DM0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS297827(NAD 83)
 DM0516_MARKER: DB = BENCH MARK DISK
 DM0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0516_SP_SET: CISTERN
 DM0516_STAMPING: COMMERCE
 DM0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0516
 DM0516  HISTORY     - Date     Condition        Report By
 DM0516  HISTORY     - UNK      MONUMENTED       LOCENG
 DM0516  HISTORY     - 1933     GOOD             NGS
 DM0516  HISTORY     - 1935     GOOD             NGS
 DM0516
 DM0516                          STATION DESCRIPTION
 DM0516
 DM0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0516'IN COMMERCE.
 DM0516'AT CITY WATER WORKS, IN NORTHEAST CORNER OF WASHINGTON AND BONHAM
 DM0516'STREETS, ON TOP CENTER OF CONCRETE CISTERN.  TABLET CEMENTED IN
 DM0516'CONCRETE.
 DM0516
 DM0516                          STATION RECOVERY (1935)
 DM0516
 DM0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1411 ***********************************************************************
 DM1411  DESIGNATION -  COMMERCE
 DM1411  PID         -  DM1411
 DM1411  STATE/COUNTY-  TX/HUNT
 DM1411  USGS QUAD   -  COMMERCE NORTH (1964)
 DM1411
 DM1411                         *CURRENT SURVEY CONTROL
 DM1411  ___________________________________________________________________
 DM1411* NAD 83(1993)-  33 15 09.06616(N)    095 54 21.64348(W)     ADJUSTED  
 DM1411* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 DM1411  ___________________________________________________________________
 DM1411  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 DM1411  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DM1411
 DM1411  HORZ ORDER  -  FIRST
 DM1411
 DM1411.The horizontal coordinates were established by classical geodetic methods
 DM1411.and adjusted by the National Geodetic Survey in February 1996..
 DM1411
 DM1411.The orthometric height was scaled from a topographic map.
 DM1411
 DM1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1411
 DM1411.The geoid height was determined by GEOID03.
 DM1411
 DM1411;                    North         East     Units Scale Factor Converg.
 DM1411;SPC TXNC     - 2,178,839.165   841,669.734   MT  0.99987874   +1 24 53.1
 DM1411;SPC TXNC     - 7,148,408.16  2,761,378.12   sFT  0.99987874   +1 24 53.1
 DM1411;UTM  15      - 3,683,048.431   229,261.772   MT  1.00050383   -1 35 39.9
 DM1411
 DM1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1411!SPC TXNC     -   0.99997673  x   0.99987874  =   0.99985547
 DM1411!UTM  15      -   0.99997673  x   1.00050383  =   1.00048055
 DM1411
 DM1411|---------------------------------------------------------------------|
 DM1411| PID    Reference Object                     Distance      Geod. Az  |
 DM1411|                                                           dddmmss.s |
 DM1411| CX9293 COMMERCE RM 1                        34.793 METERS 01132     |
 DM1411| CX9292 COMMERCE AZ MK 2                                   0911422.0 |
 DM1411| CX9291 COMMERCE AZ MK                                     0913139.2 |
 DM1411| CX9294 COMMERCE RM 2                        31.754 METERS 09945     |
 DM1411| DM1412 COMMERCE MUNICIPAL TANK             APPROX. 0.6 KM 1052041.8 |
 DM1411| DM1403 CUMBY MUNICIPAL TANK                APPROX.14.2 KM 1541646.7 |
 DM1411| DM1407 COMMERCE E TEX ST TEACH COL TK      APPROX. 1.8 KM 1880411.7 |
 DM1411| DN1100 GREENVILLE MUNICIPAL TANK           APPROX.23.4 KM 2352349.1 |
 DM1411| DM1413 LADONIA MUNICIPAL TANK              APPROX.19.7 KM 3485029.4 |
 DM1411|---------------------------------------------------------------------|
 DM1411
 DM1411                          SUPERSEDED SURVEY CONTROL
 DM1411
 DM1411  NAD 83(1993)-  33 15 09.06861(N)    095 54 21.64165(W) AD(       ) 1
 DM1411  NAD 83(1986)-  33 15 09.07294(N)    095 54 21.63178(W) AD(       ) 1
 DM1411  NAD 27      -  33 15 08.66800(N)    095 54 20.75400(W) AD(       ) 1
 DM1411
 DM1411.Superseded values are not recommended for survey control.
 DM1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1411.See file dsdata.txt to determine how the superseded data were derived.
 DM1411
 DM1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2926283048(NAD 83)
 DM1411_MARKER: DS = TRIANGULATION STATION DISK
 DM1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1411
 DM1411  HISTORY     - Date     Condition        Report By
 DM1411  HISTORY     - 1935     MONUMENTED       CGS
 DM1411  HISTORY     - 1937     GOOD             TXHD
 DM1411  HISTORY     - 1957     GOOD             CGS
 DM1411  HISTORY     - 1957     GOOD             CGS
 DM1411  HISTORY     - 1965     GOOD             BGAS
 DM1411  HISTORY     - 19940416 GOOD             USPSQD
 DM1411
 DM1411                          STATION DESCRIPTION
 DM1411
 DM1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1411'STATION IS IN THE NW PART OF THE CITY OF COMMERCE, AT THE
 DM1411'JUNCTION OF BOISDARC AND ONEAL STREETS WHICH IS JUST N OF
 DM1411'WHERE THE SOUTHERN PACIFIC RAILROAD PASSES THROUGH A CUT, ON
 DM1411'PROPERTY OWNED AND OCCUPIED BY D.W. WHEELER, AT S END OF HIS
 DM1411'GARDEN, ABOUT 150 FEET SSE OF HIS HOUSE, 1 FOOT S OF HIS S
 DM1411'GARDEN FENCE, 15 FEET W OF THE SE CORNER POST OF GARDEN, 42
 DM1411'FEET W OF CENTER LINE OF BOISDARC STREET, ON THE PROJECTION OF
 DM1411'CENTER LINE OF ONEAL STREET, 104 FEET N OF N RAIL OF THE
 DM1411'SOUTHERN PACIFIC RAILROAD, 23 FEET N OF EDGE OF THE RAILROAD
 DM1411'CUT BANK.  IT PROJECTS 3 INCHES.
 DM1411'
 DM1411'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1411'BRONZE DISKS SET IN CONCRETE.
 DM1411'
 DM1411'REFERENCE MARK NO. 1 IS NNE OF STATION, 1 FOOT E OF THE E
 DM1411'GARDEN FENCE, 10 FEET S OF THE NE CORNER POST OF THE GARDEN,
 DM1411'23 FEET W OF CENTER LINE OF BOISDARC STREET, 11 FEET SSW OF
 DM1411'A TELEPHONE POLE.  IT PROJECTS 2 INCHES.
 DM1411'
 DM1411'REFERENCE MARK NO. 2 IS ESE OF STATION, 24 FEET S OF CENTER LINE
 DM1411'OF ONEAL STREET, 43 FEET ESE OF A TRANSMISSION POLE, 6 FEET
 DM1411'N OF EDGE OF THE RAILROAD CUT BANK, AND PROJECTS 2 INCHES.
 DM1411'
 DM1411'AZIMUTH MARK IS E OF STATION, IN NE CORNER OF YARD AT 1001
 DM1411'N PARK STREET, 14 FEET W OF THE W CURB OF N PARK STREET, 35
 DM1411'FEET S OF S RAIL OF MAIN TRACK OF THE SOUTHERN PACIFIC RAILROAD,
 DM1411'ABOUT 200 FEET WSW OF THE SW CORNER OF THE SOUTHERN PACIFIC
 DM1411'RAILROAD PASSENGER STATION.  IT PROJECTS 2 INCHES.
 DM1411'
 DM1411'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 DM1411'
 DM1411'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 DM1411
 DM1411                          STATION RECOVERY (1937)
 DM1411
 DM1411'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1411'STATION DESCRIPTION SATISFACTORY.
 DM1411'
 DM1411'STATION AND REFERENCE MARKS NO. 1 RECOVERED AND FOUND TO BE
 DM1411'IN GOOD CONDITION.
 DM1411'
 DM1411'DID NOT SEE REFERENCE MARK NO. 2 OR AZIMUTH MARK.
 DM1411
 DM1411                          STATION RECOVERY (1957)
 DM1411
 DM1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1411'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 DM1411'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS RECOVERED
 DM1411'BUT LEANING OUT OF POSITION, CAUSED BY SLIPPAGE OF SOIL FROM
 DM1411'A DEEP CUT BANK.  DUE TO THIS SLIPPAGE THE 1935 MEASUREMENT AND
 DM1411'DIRECTION COULD NOT BE CHECKED.  A NEW AZIMUTH MARK WAS
 DM1411'ESTABLISHED, THE OLD MARK HAVING BEEN DESTROYED.
 DM1411'
 DM1411'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DM1411'
 DM1411'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE CITY OF
 DM1411'COMMERCE, AT THE JUNCTION OF BOISDARC AND ONEAL STREETS WHICH
 DM1411'ARE JUST NORTH OF WHERE THE SOUTHERN PACIFIC RAILROAD PASSES
 DM1411'THROUGH A CUT, ON PROPERTY BELONGING TO MR. JIM LITTRELL WHO
 DM1411'LIVES IN THE HOUSE JUST NORTH OF THE STATION.  IT IS 104 FEET
 DM1411'NORTH OF THE NORTH RAIL OF THE SOUTHERN PACIFIC RAILROAD, 42
 DM1411'FEET WEST OF THE CENTER OF BOISDARC STREET, 23 FEET NORTH OF
 DM1411'THE CUT BANK, 15 FEET WEST OF THE SOUTHEAST CORNER POST OF A
 DM1411'GARDEN AND 1 FOOT SOUTH OF THE GARDEN FENCE.  IT IS STAMPED
 DM1411'COMMERCE 1935 AND PROJECTS 8 INCHES.
 DM1411'
 DM1411'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE CENTER OF BOISDARC
 DM1411'STREET, 14 FEET SOUTH OF THE NORTHEAST CORNER POST OF A GARDEN
 DM1411'AND 6 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE.  IT IS STAMPED
 DM1411'COMMERCE NO 1 1935 AND PROJECTS 14 INCHES.
 DM1411'
 DM1411'REFERENCE MARK NO. 2 IS 83 FEET NORTH OF THE NORTH RAIL OF
 DM1411'THE SOUTHERN PACIFIC RAILROAD, 44 FEET EAST OF A POWERLINE
 DM1411'POLE, 27 FEET SOUTH OF THE CENTER OF ONEAL ST., 6 FEET NORTH
 DM1411'OF A CUT BANK AND STAMPED COMMERCE 1935 AND PROJECTS 6 INCHES.
 DM1411'
 DM1411'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 152.2 FT.
 DM1411'
 DM1411'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 DM1411'WEST CURB OF PARK STREET, 15 FEET WEST OF THE CENTER OF THE
 DM1411'STREET, 27 FEET SOUTH OF THE CENTER OF THE SOUTHERN PACIFIC
 DM1411'RAILROAD TRACK AND 1 FOOT SOUTH-SOUTHEAST OF A TELEPHONE POLE.
 DM1411'IT IS STAMPED COMMERCE 1935 RESET 1957 AND SET FLUSH.
 DM1411'
 DM1411'TO REACH THE STATION FROM THE POST OFFICE IN COMMERCE, GO NORTH
 DM1411'ON PARK STREET FOR 0.2 MILE TO THE SOUTHERN PACIFIC RAILROAD
 DM1411'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE STRAIGHT
 DM1411'AHEAD FOR 0.05 MILE TO A DIRT STREET LEFT (JUST SOUTH OF A
 DM1411'SERVICE STATION), TURN LEFT, WEST, AND GO 0.3 MILE, TURN LEFT,
 DM1411'SOUTH, AND GO 0.05 MILE TO A ROAD RIGHT, TURN RIGHT, WEST AND
 DM1411'GO 0.1 MILE TO THE STATION AS DESCRIBED.
 DM1411
 DM1411                          STATION RECOVERY (1957)
 DM1411
 DM1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1411'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 DM1411'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1411'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1411
 DM1411                          STATION RECOVERY (1965)
 DM1411
 DM1411'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 DM1411'STATION WAS VISITED JUNE 22 AND ALL MARKS WERE FOUND IN GOOD
 DM1411'CONDITION.  A SMALL RAILROAD MAINTAINENCE BUILDING HAS BEEN
 DM1411'ERECTED ON LINE WITH THE AZIMUTH MARK BUT A 15 FOOT SIGNAL IS
 DM1411'VISIBLE.  THE RECOVERY IS ADEQUATE.
 DM1411
 DM1411                          STATION RECOVERY (1994)
 DM1411
 DM1411'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1407 ***********************************************************************
 DM1407  DESIGNATION -  COMMERCE E TEX ST TEACH COL TK
 DM1407  PID         -  DM1407
 DM1407  STATE/COUNTY-  TX/HUNT
 DM1407  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM1407
 DM1407                         *CURRENT SURVEY CONTROL
 DM1407  ___________________________________________________________________
 DM1407* NAD 83(1993)-  33 14 12.18359(N)    095 54 31.24074(W)     ADJUSTED  
 DM1407* NAVD 88     -                                                        
 DM1407  ___________________________________________________________________
 DM1407  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 DM1407  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DM1407
 DM1407  HORZ ORDER  -  THIRD
 DM1407
 DM1407.The horizontal coordinates were established by classical geodetic methods
 DM1407.and adjusted by the National Geodetic Survey in February 1996..
 DM1407
 DM1407
 DM1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1407
 DM1407.The geoid height was determined by GEOID03.
 DM1407
 DM1407;                    North         East     Units Scale Factor Converg.
 DM1407;SPC TXNC     - 2,177,081.343   841,464.632   MT  0.99987782   +1 24 47.9
 DM1407;SPC TXNC     - 7,142,641.04  2,760,705.21   sFT  0.99987782   +1 24 47.9
 DM1407;UTM  15      - 3,681,302.705   228,964.498   MT  1.00050582   -1 35 42.8
 DM1407
 DM1407                          SUPERSEDED SURVEY CONTROL
 DM1407
 DM1407  NAD 83(1993)-  33 14 12.18714(N)    095 54 31.23874(W) AD(       ) 4
 DM1407  NAD 83(1986)-  33 14 12.19107(N)    095 54 31.22890(W) AD(       ) 4
 DM1407  NAD 27      -  33 14 11.78900(N)    095 54 30.35100(W) AD(       ) 3
 DM1407
 DM1407.Superseded values are not recommended for survey control.
 DM1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1407.See file dsdata.txt to determine how the superseded data were derived.
 DM1407
 DM1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2896481303(NAD 83)
 DM1407_MARKER: 53 = ELEVATED TANK
 DM1407
 DM1407  HISTORY     - Date     Condition        Report By
 DM1407  HISTORY     - 1957     FIRST OBSERVED   CGS
 DM1407  HISTORY     - 1958     GOOD             CGS
 DM1407  HISTORY     - 19940416 GOOD             USPSQD
 DM1407
 DM1407                          STATION DESCRIPTION
 DM1407
 DM1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1407'THE STATION IS LOCATED IN COMMERCE NEAR THE SOUTH SIDE OF THE
 DM1407'EAST TEXAS STATE TEACHERS COLLEGE CAMPUS, 0.2 MILE EAST FROM THE
 DM1407'JUNCTION OF STATE HIGHWAY 11 AND FARM ROAD 513, 200 FEET SOUTH
 DM1407'FROM THE CENTER OF STATE HIGHWAY 11, AND 20 FEET EAST OF ANOTHER
 DM1407'ROAD.
 DM1407'
 DM1407'IT IS A STEEL TANK, PAINTED SILVER IN COLOR, HAS A CONICAL
 DM1407'ROOF, IS SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE, AND HAS
 DM1407'AN OVER-ALL HEIGHT OF 140 FEET.  THE TOP AND CENTER OF THE TANK
 DM1407'WAS INTERSECTED.
 DM1407
 DM1407                          STATION RECOVERY (1958)
 DM1407
 DM1407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DM1407'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1407'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1407
 DM1407                          STATION RECOVERY (1994)
 DM1407
 DM1407'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1412 ***********************************************************************
 DM1412  DESIGNATION -  COMMERCE MUNICIPAL TANK
 DM1412  PID         -  DM1412
 DM1412  STATE/COUNTY-  TX/HUNT
 DM1412  USGS QUAD   -  COMMERCE NORTH (1964)
 DM1412
 DM1412                         *CURRENT SURVEY CONTROL
 DM1412  ___________________________________________________________________
 DM1412* NAD 83(1993)-  33 15 04.31192(N)    095 54 01.02566(W)     ADJUSTED  
 DM1412* NAVD 88     -                                                        
 DM1412  ___________________________________________________________________
 DM1412  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 DM1412  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DM1412
 DM1412  HORZ ORDER  -  THIRD
 DM1412
 DM1412.The horizontal coordinates were established by classical geodetic methods
 DM1412.and adjusted by the National Geodetic Survey in February 1996..
 DM1412
 DM1412
 DM1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1412
 DM1412.The geoid height was determined by GEOID03.
 DM1412
 DM1412;                    North         East     Units Scale Factor Converg.
 DM1412;SPC TXNC     - 2,178,705.948   842,206.823   MT  0.99987866   +1 25 04.3
 DM1412;SPC TXNC     - 7,147,971.10  2,763,140.22   sFT  0.99987866   +1 25 04.3
 DM1412;UTM  15      - 3,682,887.103   229,791.457   MT  1.00050029   -1 35 28.4
 DM1412
 DM1412                          SUPERSEDED SURVEY CONTROL
 DM1412
 DM1412  NAD 83(1993)-  33 15 04.31426(N)    095 54 01.02325(W) AD(       ) 4
 DM1412  NAD 83(1986)-  33 15 04.31897(N)    095 54 01.01488(W) AD(       ) 4
 DM1412  NAD 27      -  33 15 03.91600(N)    095 54 00.14900(W) AD(       ) 3
 DM1412
 DM1412.Superseded values are not recommended for survey control.
 DM1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1412.See file dsdata.txt to determine how the superseded data were derived.
 DM1412
 DM1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2979182887(NAD 83)
 DM1412_MARKER: 53 = ELEVATED TANK
 DM1412
 DM1412  HISTORY     - Date     Condition        Report By
 DM1412  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1412  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DM1412
 DM1412                          STATION DESCRIPTION
 DM1412
 DM1412'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1398 ***********************************************************************
 DM1398  DESIGNATION -  COMO
 DM1398  PID         -  DM1398
 DM1398  STATE/COUNTY-  TX/HOPKINS
 DM1398  USGS QUAD   -  SULPHUR SPRINGS SE (1964)
 DM1398
 DM1398                         *CURRENT SURVEY CONTROL
 DM1398  ___________________________________________________________________
 DM1398* NAD 83(1993)-  33 02 44.86649(N)    095 30 14.09118(W)     ADJUSTED  
 DM1398* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 DM1398  ___________________________________________________________________
 DM1398  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 DM1398  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DM1398
 DM1398  HORZ ORDER  -  SECOND
 DM1398
 DM1398.The horizontal coordinates were established by classical geodetic methods
 DM1398.and adjusted by the National Geodetic Survey in February 1996..
 DM1398
 DM1398.The orthometric height was scaled from a topographic map.
 DM1398
 DM1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1398
 DM1398.The geoid height was determined by GEOID03.
 DM1398
 DM1398;                    North         East     Units Scale Factor Converg.
 DM1398;SPC TXNC     - 2,156,921.083   879,775.533   MT  0.99987263   +1 38 02.6
 DM1398;SPC TXNC     - 7,076,498.59  2,886,396.89   sFT  0.99987263   +1 38 02.6
 DM1398;UTM  15      - 3,659,151.019   266,185.284   MT  1.00027411   -1 21 57.7
 DM1398
 DM1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1398!SPC TXNC     -   0.99997665  x   0.99987263  =   0.99984929
 DM1398!UTM  15      -   0.99997665  x   1.00027411  =   1.00025076
 DM1398
 DM1398|---------------------------------------------------------------------|
 DM1398| PID    Reference Object                     Distance      Geod. Az  |
 DM1398|                                                           dddmmss.s |
 DM1398| CX9296 COMO RM 1                            22.680 METERS 02834     |
 DM1398| DM1378 COMO MUNICIPAL TANK                 APPROX. 3.4 KM 0582100.6 |
 DM1398| CX9295 COMO AZ MK                                         2042616.7 |
 DM1398| CX9297 COMO RM 2                            19.432 METERS 27330     |
 DM1398| DM1401 BRASHEAR                            APPROX.17.1 KM 2895245.8 |
 DM1398| DM1399 SULPHUR SPRINGS RAD KSSR MAST       APPROX.11.7 KM 3171935.7 |
 DM1398| DM1393 SULPHUR SPRINGS MUNICIPAL TK        APPROX.13.8 KM 3172958.2 |
 DM1398| DM1394 SULPHUR SPRINGS SE MUN TANK         APPROX.12.3 KM 3174107.1 |
 DM1398|---------------------------------------------------------------------|
 DM1398
 DM1398                          SUPERSEDED SURVEY CONTROL
 DM1398
 DM1398  NAD 83(1993)-  33 02 44.87063(N)    095 30 14.08683(W) AD(       ) 2
 DM1398  NAD 83(1986)-  33 02 44.87234(N)    095 30 14.07868(W) AD(       ) 2
 DM1398  NAD 27      -  33 02 44.45080(N)    095 30 13.25060(W) AD(       ) 2
 DM1398
 DM1398.Superseded values are not recommended for survey control.
 DM1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1398.See file dsdata.txt to determine how the superseded data were derived.
 DM1398
 DM1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6618559151(NAD 83)
 DM1398_MARKER: DS = TRIANGULATION STATION DISK
 DM1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1398
 DM1398  HISTORY     - Date     Condition        Report By
 DM1398  HISTORY     - 1957     MONUMENTED       CGS
 DM1398  HISTORY     - 1960     GOOD             CGS
 DM1398  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM1398  HISTORY     - 19950626 GOOD             USPSQD
 DM1398
 DM1398                          STATION DESCRIPTION
 DM1398
 DM1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1398'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF SULPHUR
 DM1398'SPRINGS, 2.0 MILES SOUTHWEST OF COMO ON THE HIGHEST POINT OF A
 DM1398'SANDY HILL, 237 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 DM1398'OF A LONE BARN AND 43 FEET NORTHEAST OF A 36-INCH CEDAR TREE.
 DM1398'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 DM1398'STAMPED COMO 1957.
 DM1398'
 DM1398'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE SURFACE OF THE
 DM1398'GROUND AND IS STAMPED COMO NO 1 1957.
 DM1398'
 DM1398'REFERENCE MARK NO. 2 IS 19 FEET NORTH OF A 30-INCH OAK TREE.
 DM1398'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 DM1398'STAMPED COMO NO 2 1957.
 DM1398'
 DM1398'AZIMUTH MARK IS 36 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 DM1398'29 FEET NORTH-NORTHEAST OF A MAIL BOX, 2 FEET EAST OF A WITNESS
 DM1398'POST AND 2 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 6
 DM1398'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED COMO 1957.
 DM1398'
 DM1398'TO REACH THE STATION FROM THE POST OFFICE IN COMO, GO EAST FOR
 DM1398'0.05 MILE TO FARM ROAD NO. 270, TURN RIGHT AND GO SOUTH ON
 DM1398'FARM ROAD NO. 270 FOR 0.2 MILE TO STATE HIGHWAY NO. 11, TURN
 DM1398'RIGHT ON STATE HIGHWAY NO. 11 AND GO WEST FOR 2.1 MILES TO A
 DM1398'SIDE ROAD ON THE LEFT AND A SIGN GREENPOND BAPTIST CHURCH 3
 DM1398'MILES, TURN LEFT ON THE GRAVELED ROAD AND GO SOUTH FOR 2.0 MILES
 DM1398'TO A DRIVEWAY ON THE RIGHT AND A DIM TRACK ROAD ON THE LEFT,
 DM1398'TURN LEFT AND PASS THROUGH THE GATE AND GO EAST FOR 0.1 MILE TO
 DM1398'A FENCE CORNER, FROM HERE BEAR TO THE LEFT AND GO NORTHEAST
 DM1398'TO A SMALL GROUP OF TREES AND THE STATION AS DESCRIBED.
 DM1398'
 DM1398'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE GATE
 DM1398'AND TURN LEFT ON THE GRAVELED ROAD AND GO SOUTH ON THE GRAVELED
 DM1398'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 DM1398'
 DM1398'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 DM1398
 DM1398                          STATION RECOVERY (1960)
 DM1398
 DM1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCE)
 DM1398'STATION, AZIMUTH AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 DM1398'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS IN THE AREA OF NEW
 DM1398'HIGHWAY CONSTRUCTION AND WAS REMOVED, AFTER A NEW AZIMUTH MARK
 DM1398'WAS ESTABLISHED EXACTLY IN THE LINE OF THE ORIGINAL MARK.
 DM1398'
 DM1398'THE NEW AZIMUTH MARK IS A STANDARD DISK STAMPED COMO 1957 RESET
 DM1398'1960 IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, IN THE
 DM1398'EAST RIGHT-OF-WAY FENCE LINE OF F.M. ROAD NO. 1567, 35 FEET
 DM1398'NORTH OF A FENCE CORNER AND ACROSS THE HIGHWAY NORTHEAST FROM
 DM1398'A LARGE WHITE HOUSE.
 DM1398
 DM1398                          STATION RECOVERY (1964)
 DM1398
 DM1398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM1398'STATION WAS NOT RECOVERED.  IT IS PROBABLY COVERED BY SAND.
 DM1398
 DM1398                          STATION RECOVERY (1995)
 DM1398
 DM1398'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1378 ***********************************************************************
 DM1378  DESIGNATION -  COMO MUNICIPAL TANK
 DM1378  PID         -  DM1378
 DM1378  STATE/COUNTY-  TX/HOPKINS
 DM1378  USGS QUAD   -  COMO (1964)
 DM1378
 DM1378                         *CURRENT SURVEY CONTROL
 DM1378  ___________________________________________________________________
 DM1378* NAD 83(1993)-  33 03 42.59827(N)    095 28 22.83736(W)     ADJUSTED  
 DM1378* NAVD 88     -                                                        
 DM1378  ___________________________________________________________________
 DM1378  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 DM1378  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DM1378
 DM1378  HORZ ORDER  -  THIRD
 DM1378
 DM1378.The horizontal coordinates were established by classical geodetic methods
 DM1378.and adjusted by the National Geodetic Survey in February 1996..
 DM1378
 DM1378
 DM1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1378
 DM1378.The geoid height was determined by GEOID03.
 DM1378
 DM1378;                    North         East     Units Scale Factor Converg.
 DM1378;SPC TXNC     - 2,158,781.391   882,609.317   MT  0.99987264   +1 39 03.3
 DM1378;SPC TXNC     - 7,082,601.95  2,895,694.07   sFT  0.99987264   +1 39 03.3
 DM1378;UTM  15      - 3,660,861.122   269,113.707   MT  1.00025733   -1 20 59.0
 DM1378
 DM1378                          SUPERSEDED SURVEY CONTROL
 DM1378
 DM1378  NAD 83(1993)-  33 03 42.60218(N)    095 28 22.83395(W) AD(       ) 4
 DM1378  NAD 83(1986)-  33 03 42.60392(N)    095 28 22.82496(W) AD(       ) 4
 DM1378  NAD 27      -  33 03 42.18400(N)    095 28 22.00200(W) AD(       ) 3
 DM1378
 DM1378.Superseded values are not recommended for survey control.
 DM1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1378.See file dsdata.txt to determine how the superseded data were derived.
 DM1378
 DM1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6911460861(NAD 83)
 DM1378_MARKER: 53 = ELEVATED TANK
 DM1378
 DM1378  HISTORY     - Date     Condition        Report By
 DM1378  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1378  HISTORY     - 1957     GOOD             CGS
 DM1378  HISTORY     - 1957     GOOD             CGS
 DM1378  HISTORY     - 19950627 GOOD             USPSQD
 DM1378
 DM1378                          STATION DESCRIPTION
 DM1378
 DM1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1378'THIS INTERSECTION STATION IS THE TANK IN THE TOWN OF COMO,
 DM1378'TEXAS.  IT IS LOCATED ABOUT 75 FEET N OF THE N SIDE OF THE
 DM1378'SQUARE, ABOUT 60 FEET E OF THE W SIDE OF THE SQUARE, AND
 DM1378'ABOUT 30 FEET N OF THE NE CORNER OF THE MUNICIPAL PUMP STATION.
 DM1378'THE TANK WAS ERECTED IN 1927.  IT IS NOT ESPECIALLY PROMINENT.
 DM1378'
 DM1378'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 90 FEET HIGH.
 DM1378'THE OVAL SECTION, BLACK IN COLOR, EXTENDS DOWNWARD ABOUT 10
 DM1378'FEET.  THE VERTICAL SECTION IS BLACK IN COLOR AND ABOUT
 DM1378'25 FEET HIGH.  THE CONICAL ROOF IS ABOUT 5 FEET HIGH WITH
 DM1378'A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 120 FEET.
 DM1378
 DM1378                          STATION RECOVERY (1957)
 DM1378
 DM1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1378'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1378'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1378
 DM1378                          STATION RECOVERY (1957)
 DM1378
 DM1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1378'THE STATION IS LOCATED NEAR THE CENTER OF COMO.  IT IS 50
 DM1378'FEET EAST OF A GRADED ROAD AND 30 FEET NORTH OF A SMALL
 DM1378'BRICK BUILDING.  THE TANK HAS A CONICAL SHAPED ROOF WITH A
 DM1378'BALL AT THE APEX AND IS SILVER IN COLOR.  IT IS SUPPORTED
 DM1378'BY A 4 LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 100
 DM1378'FEET.
 DM1378'
 DM1378'THE BALL AT THE APEX OF THE ROOF WAS OBSERVED.
 DM1378
 DM1378                          STATION RECOVERY (1995)
 DM1378
 DM1378'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1115 ***********************************************************************
 BM1115  CBN         -  This is a Cooperative Base Network Control Station.
 BM1115  DESIGNATION -  COMP AUSTIN RRP
 BM1115  PID         -  BM1115
 BM1115  STATE/COUNTY-  TX/TRAVIS
 BM1115  USGS QUAD   -  AUSTIN WEST (1988)
 BM1115
 BM1115                         *CURRENT SURVEY CONTROL
 BM1115  ___________________________________________________________________
 BM1115* NAD 83(1993)-  30 18 42.08793(N)    097 45 22.71319(W)     ADJUSTED  
 BM1115* NAVD 88     -       217.4    (meters)     713.     (feet)  GPS OBS   
 BM1115  ___________________________________________________________________
 BM1115  X           -    -743,773.468 (meters)                     COMP
 BM1115  Y           -  -5,460,643.861 (meters)                     COMP
 BM1115  Z           -   3,200,346.608 (meters)                     COMP
 BM1115  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 BM1115  ELLIP HEIGHT-         191.47  (meters)          (01/07/02) GPS OBS
 BM1115  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BM1115
 BM1115  HORZ ORDER  -  A
 BM1115  ELLP ORDER  -  FOURTH    CLASS I
 BM1115
 BM1115.The horizontal coordinates were established by GPS observations
 BM1115.and adjusted by the LOWER COLORADO RIVER AUTHORITY in January 2002..
 BM1115
 BM1115.The orthometric height was determined by GPS observations and a
 BM1115.high-resolution geoid model.
 BM1115
 BM1115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1115
 BM1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1115
 BM1115.The ellipsoidal height was determined by GPS observations
 BM1115.and is referenced to NAD 83.
 BM1115
 BM1115.The geoid height was determined by GEOID03.
 BM1115
 BM1115;                    North         East     Units Scale Factor Converg.
 BM1115;SPC TX C     - 3,074,376.189   947,833.114   MT  0.99995366   +1 19 38.3
 BM1115;SPC TX C     -10,086,515.88  3,109,682.47   sFT  0.99995366   +1 19 38.3
 BM1115;UTM  14      - 3,353,979.151   619,579.117   MT  0.99977641   +0 37 40.0
 BM1115
 BM1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1115!SPC TX C     -   0.99996993  x   0.99995366  =   0.99992359
 BM1115!UTM  14      -   0.99996993  x   0.99977641  =   0.99974635
 BM1115
 BM1115                          SUPERSEDED SURVEY CONTROL
 BM1115
 BM1115  ELLIP H (10/24/00)  191.50   (m)                       GP(       ) 4 1
 BM1115  NAD 83(1993)-  30 18 42.08778(N)    097 45 22.71227(W) AD(       ) A
 BM1115  ELLIP H (09/04/92)  191.65   (m)                       GP(       ) 3 1
 BM1115
 BM1115.Superseded values are not recommended for survey control.
 BM1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1115.See file dsdata.txt to determine how the superseded data were derived.
 BM1115
 BM1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1957953979(NAD 83)
 BM1115_MARKER: DD = SURVEY DISK
 BM1115_SETTING: 0 = UNSPECIFIED SETTING
 BM1115_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BM1115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM1115+STABILITY: POSITION/ELEVATION WELL
 BM1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1115+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2006
 BM1115
 BM1115  HISTORY     - Date     Condition        Report By
 BM1115  HISTORY     - UNK      MONUMENTED       TXHD
 BM1115  HISTORY     - 19920316 GOOD
 BM1115  HISTORY     - 19930222 GOOD
 BM1115  HISTORY     - 19930902 GOOD
 BM1115  HISTORY     - 19950130 GOOD             NGS
 BM1115  HISTORY     - 19951103 GOOD             NGS
 BM1115  HISTORY     - 19960320 GOOD             TXHD
 BM1115  HISTORY     - 20020422 GOOD             TXDOT
 BM1115  HISTORY     - 20060103 GOOD             USPSQD
 BM1115
 BM1115                          STATION DESCRIPTION
 BM1115
 BM1115'DESCRIBED 1992
 BM1115'RECOVERED IN GOOD CONDITION.
 BM1115
 BM1115                          STATION RECOVERY (1993)
 BM1115
 BM1115'RECOVERED 1993
 BM1115'RECOVERED IN GOOD CONDITION.
 BM1115
 BM1115                          STATION RECOVERY (1993)
 BM1115
 BM1115'RECOVERED 1993
 BM1115'RECOVERED IN GOOD CONDITION.
 BM1115
 BM1115                          STATION RECOVERY (1995)
 BM1115
 BM1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1115'THIS SITE IS A CONTINUOUSLY OPERATING REFERENCE STATION LOCATED IN
 BM1115'AUSTIN, TX AND SUPPORTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION.
 BM1115
 BM1115                          STATION RECOVERY (1995)
 BM1115
 BM1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JTM)
 BM1115'RECOVERED IN GOOD CONDITION.
 BM1115
 BM1115                          STATION RECOVERY (1996)
 BM1115
 BM1115'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1996
 BM1115'NO DESCRIPTION OR STATION DATA AVAILABLE.
 BM1115
 BM1115                          STATION RECOVERY (2002)
 BM1115
 BM1115'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (WEH)
 BM1115'STATION IS A BRASS SURVEY DISK IN A CONCRETE MONUMENT LOCATED DIRECTLY
 BM1115'BELOW THE AUSTIN RRP CORS ANTENNA (SEE PIDS AF9537 AND AB6379).
 BM1115'STATION CANNOT BE OCCUPIED FOR EITHER CONVENTIONAL OR GPS SURVEYS
 BM1115'BECAUSE OF THE TWO METER TOWER ERECTED TO HOLD THE AUSTIN RRP CORS
 BM1115'ANTENNA.
 BM1115
 BM1115                          STATION RECOVERY (2006)
 BM1115
 BM1115'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 BM1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1457 ***********************************************************************
 DM1457  SACS        -  This is a Secondary Airport Control Station.
 DM1457  DESIGNATION -  COMPORT
 DM1457  PID         -  DM1457
 DM1457  STATE/COUNTY-  TX/HUNT
 DM1457  USGS QUAD   -  COMMERCE NORTH (1964)
 DM1457
 DM1457                         *CURRENT SURVEY CONTROL
 DM1457  ___________________________________________________________________
 DM1457* NAD 83(1993)-  33 17 35.17226(N)    095 53 48.41521(W)     ADJUSTED  
 DM1457* NAVD 88     -       155.07   (meters)     508.8    (feet)  GPS OBS   
 DM1457  ___________________________________________________________________
 DM1457  X           -    -548,285.926 (meters)                     COMP
 DM1457  Y           -  -5,308,569.208 (meters)                     COMP
 DM1457  Z           -   3,481,247.050 (meters)                     COMP
 DM1457  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 DM1457  ELLIP HEIGHT-         129.25  (meters)          (07/23/01) GPS OBS
 DM1457  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 DM1457
 DM1457  HORZ ORDER  -  FIRST
 DM1457  ELLP ORDER  -  FIFTH     CLASS I
 DM1457
 DM1457.This mark is at Commerce Muni (2F7) Airport (2F7)
 DM1457
 DM1457.The horizontal coordinates were established by GPS observations
 DM1457.and adjusted by the National Geodetic Survey in July 1996..
 DM1457
 DM1457.The orthometric height was determined by GPS observations and a
 DM1457.high-resolution geoid model.
 DM1457
 DM1457.GPS derived orthometric heights for airport stations designated as
 DM1457.PACS or SACS are published to 2 decimal places.  This maintains
 DM1457.centimeter relative accuracy between the PACS and SACS.  It does
 DM1457.not indicate centimeter accuracy relative to other marks which are
 DM1457.part of the NAVD 88 network.
 DM1457
 DM1457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1457
 DM1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1457
 DM1457.The ellipsoidal height was determined by GPS observations
 DM1457.and is referenced to NAD 83.
 DM1457
 DM1457.The geoid height was determined by GEOID03.
 DM1457
 DM1457;                    North         East     Units Scale Factor Converg.
 DM1457;SPC TXNC     - 2,183,359.772   842,417.966   MT  0.99988147   +1 25 11.2
 DM1457;SPC TXNC     - 7,163,239.52  2,763,832.94   sFT  0.99988147   +1 25 11.2
 DM1457;UTM  15      - 3,687,526.288   230,246.961   MT  1.00049725   -1 35 27.8
 DM1457
 DM1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1457!SPC TXNC     -   0.99997971  x   0.99988147  =   0.99986118
 DM1457!UTM  15      -   0.99997971  x   1.00049725  =   1.00047695
 DM1457
 DM1457|---------------------------------------------------------------------|
 DM1457| PID    Reference Object                     Distance      Geod. Az  |
 DM1457|                                                           dddmmss.s |
 DM1457| DM1458 COMPORT AZ MK                       385.451 METERS 00557     |
 DM1457| AB2780 2F7 A                               459.963 METERS 1990230.9 |
 DM1457|---------------------------------------------------------------------|
 DM1457
 DM1457                          SUPERSEDED SURVEY CONTROL
 DM1457
 DM1457  ELLIP H (07/23/96)  129.33   (m)                       GP(       ) 5 1
 DM1457  NAD 83(1993)-  33 17 35.17265(N)    095 53 48.41108(W) AD(       ) 3
 DM1457  ELLIP H (02/16/96)  129.38   (m)                       GP(       ) 5 1
 DM1457  NAD 83(1993)-  33 17 35.17575(N)    095 53 48.40645(W) AD(       ) 3
 DM1457  ELLIP H (01/21/93)  129.15   (m)                       GP(       ) 4 2
 DM1457  NAD 83(1986)-  33 17 35.17712(N)    095 53 48.39589(W) AD(       ) 3
 DM1457  NAD 27      -  33 17 34.73765(N)    095 53 47.49854(W) AD(       ) 3
 DM1457  NGVD 29 (12/08/88)  155.2    (m)          509.     (f) GPS OBS        
 DM1457
 DM1457.Superseded values are not recommended for survey control.
 DM1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1457.See file dsdata.txt to determine how the superseded data were derived.
 DM1457
 DM1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS3024787526(NAD 83)
 DM1457_MARKER: I = METAL ROD
 DM1457_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1457_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1457_STAMPING: COMPORT 1987
 DM1457_MARK LOGO: NGS   
 DM1457_PROJECTION: FLUSH
 DM1457_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1457+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1994
 DM1457_ROD/PIPE-DEPTH: 6.7  meters
 DM1457_SLEEVE-DEPTH  : 0.76 meters
 DM1457
 DM1457  HISTORY     - Date     Condition        Report By
 DM1457  HISTORY     - 1987     MONUMENTED       NGS
 DM1457  HISTORY     - 19880219 GOOD
 DM1457  HISTORY     - 19940416 GOOD             USPSQD
 DM1457  HISTORY     - 19941208 GOOD             NGS
 DM1457
 DM1457                          STATION DESCRIPTION
 DM1457
 DM1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DM1457'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTH OF COMMERCE AT THE
 DM1457'COMMERCE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF COMMERCE C/O
 DM1457'TRUITTGILBREATH, 1119 ALAMO, COMMERCE TX. 75428.  PHONE 214-886-2105.
 DM1457'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 24 AND STATE HIGHWAY 50
 DM1457'ABOUT 3.0 KM (1.85 MI) NORTH OF COMMERCE.  GO NORTHWEST ON STATE
 DM1457'HIGHWAY 50 FOR 1.9 KM (1.20 MI) TO A ROAD RIGHT.  TURN RIGHT, EAST,
 DM1457'AND THEN NORTH FOR .8 KM (0.50 MI) TO THE STATION ON THE RIGHT, ON
 DM1457'THE NORTH SIDE OF THE TAXIWAY LEADING FROM THE APRON TO THE RUNWAY,
 DM1457'ABOUT MID FIELD.  THE MARK IS ON THE NORTH SIDE OF A TAXIWAYCONNECTOR
 DM1457'AND ON THE EAST SIDE OF THE APRON.
 DM1457'THE STATION IS 34.0 M (111.5 FT) WEST OF THE CENTERLINE OF THE
 DM1457'RUNWAY, 8.7 M (28.5 FT) NORTH OF THE CENTERLINE OF THE TAXIWAY, 8.7 M
 DM1457'(28.5 FT) EAST OF THE EAST SIDE OF THE APRON, AND 1.7 M (5.6 FT)
 DM1457'WESTOF A WITNESS POST.
 DM1457'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1457'DESCRIBED BY B.L.L.
 DM1457
 DM1457                          STATION RECOVERY (1988)
 DM1457
 DM1457'RECOVERED 1988
 DM1457'RECOVERED IN GOOD CONDITION.
 DM1457
 DM1457                          STATION RECOVERY (1994)
 DM1457
 DM1457'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1457'RECOVERED IN GOOD CONDITION.
 DM1457
 DM1457                          STATION RECOVERY (1994)
 DM1457
 DM1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DM1457'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTH OF COMMERCE AT THE
 DM1457'COMMERCE MUNICIPAL AIRPORT, IN THE NORTHEAST QUADRANT OF THE
 DM1457'INTERSECTION OF THE APRON AND THE CONNECTOR TAXI.  OWNERSHIP--CITY OF
 DM1457'COMMERCE, 1119 ALAMO STREET, COMMERCE TX.  75428.  ASSISTANT CITY
 DM1457'MANAGER IS ROBERT VAUGHN.  PHONE 903-886-1100.  CONTACT HIM ONE DAY IN
 DM1457'ADVANCE FOR KEY TO THE LOCKED GATE.  TO REACH FROM THE JUNCTION OF
 DM1457'STATE HIGHWAY 24 AND STATE HIGHWAY 50 ABOUT 3.0 KM (1.85 MI) NORTH OF
 DM1457'COMMERCE, GO NORTHWEST ON STATE HIGHWAY 50 FOR 1.9 KM (1.20 MI) THE
 DM1457'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON THE ROAD FOR
 DM1457'0.25 KM (0.15 MI) TO A LOCKED GATE AT A PAVED ROAD LEFT. CONTINUE
 DM1457'AHEAD, EAST, PASSING THROUGH THE GATE, AND THEN NORTH ON THE ROAD FOR
 DM1457'0.53 KM (0.30 MI) TO THE APRON.  TURN RIGHT, NORTHEAST, ACROSS APRON
 DM1457'FOR 60 M (196.8 FT) TO THE CONNECTOR TAXI AND THE STATION ON THE
 DM1457'RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL
 DM1457'ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM
 DM1457'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 DM1457'GROUND.  IT IS 35.7 M (117.1 FT) WEST OF THE CENTER OF THE RUNWAY, 8.6
 DM1457'M (28.2 FT) NORTH OF THE CENTER OF THE TAXI, 5.4 M (17.7 FT) EAST OF
 DM1457'THE EAST EDGE OF THE APRON AT A CURVE, AND 0.3 M (1.0 FT) WEST OF A
 DM1457'FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG  NOTE THIS STATION IS
 DM1457'SELECTED AS A SACS STATION.  ROD DEPTH UNKNOWN. SLEEVE DEPTH DOES NOT
 DM1457'MEET CLASS B CRITERIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1458 ***********************************************************************
 DM1458  DESIGNATION -  COMPORT AZ MK
 DM1458  PID         -  DM1458
 DM1458  STATE/COUNTY-  TX/HUNT
 DM1458  USGS QUAD   -  COMMERCE NORTH (1964)
 DM1458
 DM1458                         *CURRENT SURVEY CONTROL
 DM1458  ___________________________________________________________________
 DM1458* NAD 83(1993)-  33 17 47.61615(N)    095 53 46.87074(W)     ADJUSTED  
 DM1458* NAVD 88     -       155.9    (meters)     511.     (feet)  VERTCON   
 DM1458  ___________________________________________________________________
 DM1458  X           -    -548,224.626 (meters)                     COMP
 DM1458  Y           -  -5,308,364.643 (meters)                     COMP
 DM1458  Z           -   3,481,567.947 (meters)                     COMP
 DM1458  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 DM1458  ELLIP HEIGHT-         130.06  (meters)          (02/16/96) GPS OBS
 DM1458  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 DM1458
 DM1458  HORZ ORDER  -  THIRD
 DM1458  ELLP ORDER  -  FIFTH     CLASS I
 DM1458
 DM1458.This mark is at Commerce Muni (2F7) Airport (2F7)
 DM1458
 DM1458.The horizontal coordinates were established by GPS observations
 DM1458.and adjusted by the National Geodetic Survey in February 1996..
 DM1458
 DM1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1458
 DM1458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1458
 DM1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1458
 DM1458.The ellipsoidal height was determined by GPS observations
 DM1458.and is referenced to NAD 83.
 DM1458
 DM1458.The geoid height was determined by GEOID03.
 DM1458
 DM1458;                    North         East     Units Scale Factor Converg.
 DM1458;SPC TXNC     - 2,183,743.973   842,448.410   MT  0.99988172   +1 25 12.1
 DM1458;SPC TXNC     - 7,164,500.02  2,763,932.83   sFT  0.99988172   +1 25 12.1
 DM1458;UTM  15      - 3,687,908.596   230,297.575   MT  1.00049692   -1 35 27.5
 DM1458
 DM1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1458!SPC TXNC     -   0.99997958  x   0.99988172  =   0.99986130
 DM1458!UTM  15      -   0.99997958  x   1.00049692  =   1.00047649
 DM1458
 DM1458|---------------------------------------------------------------------|
 DM1458| PID    Reference Object                     Distance      Geod. Az  |
 DM1458|                                                           dddmmss.s |
 DM1458| DM1457 COMPORT                             385.451 METERS 18557     |
 DM1458|---------------------------------------------------------------------|
 DM1458
 DM1458                          SUPERSEDED SURVEY CONTROL
 DM1458
 DM1458  NAD 83(1993)-  33 17 47.61925(N)    095 53 46.86610(W) AD(       ) 3
 DM1458  ELLIP H (01/21/93)  129.83   (m)                       GP(       ) 4 2
 DM1458  NAD 83(1986)-  33 17 47.62060(N)    095 53 46.85553(W) AD(       ) 3
 DM1458  NAD 27      -  33 17 47.18144(N)    095 53 45.95819(W) AD(       ) 3
 DM1458  NGVD 29 (12/08/88)  155.8    (m)          511.     (f) GPS OBS        
 DM1458
 DM1458.Superseded values are not recommended for survey control.
 DM1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1458.See file dsdata.txt to determine how the superseded data were derived.
 DM1458
 DM1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS3029887909(NAD 83)
 DM1458_MARKER: I = METAL ROD
 DM1458_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1458_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1458_STAMPING: COMPORT AZ MK 1987
 DM1458_MARK LOGO: NGS   
 DM1458_PROJECTION: FLUSH
 DM1458_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1458+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1988
 DM1458_ROD/PIPE-DEPTH: 6.7  meters
 DM1458_SLEEVE-DEPTH  : 0.76 meters
 DM1458
 DM1458  HISTORY     - Date     Condition        Report By
 DM1458  HISTORY     - 1987     MONUMENTED       NGS
 DM1458  HISTORY     - 19880127 GOOD
 DM1458  HISTORY     - 19940416 GOOD             USPSQD
 DM1458
 DM1458                          STATION DESCRIPTION
 DM1458
 DM1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DM1458'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTH OF COMMERCE AT THE
 DM1458'COMMERCE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF COMMERCE C/O
 DM1458'TRUITTGILBREATH, 1119 ALAMO, COMMERCE, TX 75428.  PHONE 214-886-2105.
 DM1458'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 24 AND STATE HIGHWAY 50
 DM1458'ABOUT 3.0 KM (1.85 MI) NORTH OF COMMERCE.  GO NORTHWEST ON STATE
 DM1458'HIGHWAY 50 FOR 1.9 KM (1.20 MI) TO A ROAD RIGHT.  TURN RIGHT, EAST,
 DM1458'AND THEN NORTH FOR .8 KM (0.50 MI) TO A NORTH-SOUTH RUNWAY.  TURN
 DM1458'LEFT, NORTH ALONG THE RUNWAY FOR .4 KM (0.25 MI) TO THE AZIMUTH ON
 DM1458'THE LEFT, AT THE THIRD RUNWAY LIGHT SOUTH FROM THE NORTH END OF
 DM1458'THERUNWAY.
 DM1458'THE STATION IS 12.0 M (39.4 FT) WEST OF THE CENTERLINE OF THE RUNWAY,
 DM1458'2.0 M (6.6 FT) NORTHWEST OF A RUNWAY LIGHT, 1.0 M (3.3 FT) EAST OF
 DM1458'THE EAST EDGE OF A GRASS FIELD, 2.0 M (6.6 FT) NORTH WEST OF AWITNESS
 DM1458'POST.
 DM1458'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1458'DESCRIBED BY W.C.GUNN.
 DM1458
 DM1458                          STATION RECOVERY (1988)
 DM1458
 DM1458'RECOVERED 1988
 DM1458'RECOVERED IN GOOD CONDITION.
 DM1458
 DM1458                          STATION RECOVERY (1994)
 DM1458
 DM1458'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6642 ***********************************************************************
 AW6642  DESIGNATION -  COMPRESS HL P 1938
 AW6642  PID         -  AW6642
 AW6642  STATE/COUNTY-  TX/HARRIS
 AW6642  USGS QUAD   -  SETTEGAST (1995)
 AW6642
 AW6642                         *CURRENT SURVEY CONTROL
 AW6642  ___________________________________________________________________
 AW6642* NAD 83(1993)-  29 47 25.47173(N)    095 20 49.39466(W)     ADJUSTED  
 AW6642* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 AW6642  ___________________________________________________________________
 AW6642  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW6642  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6642
 AW6642  HORZ ORDER  -  THIRD
 AW6642
 AW6642.The horizontal coordinates were established by classical geodetic methods
 AW6642.and adjusted by the National Geodetic Survey in February 1996..
 AW6642
 AW6642.The orthometric height was scaled from a topographic map.
 AW6642
 AW6642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6642
 AW6642.The geoid height was determined by GEOID03.
 AW6642
 AW6642;                    North         East     Units Scale Factor Converg.
 AW6642;SPC TXSC     - 4,222,412.759   953,102.847   MT  0.99989474   +1 47 22.6
 AW6642;SPC TXSC     -13,853,032.53  3,126,971.59   sFT  0.99989474   +1 47 22.6
 AW6642;UTM  15      - 3,297,870.813   273,125.540   MT  1.00023512   -1 09 59.7
 AW6642
 AW6642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6642!SPC TXSC     -   1.00000178  x   0.99989474  =   0.99989652
 AW6642!UTM  15      -   1.00000178  x   1.00023512  =   1.00023690
 AW6642
 AW6642:                Primary Azimuth Mark                     Grid Az
 AW6642:SPC TXSC     -  TEXTILE HL P 1938                        317 33 09.4
 AW6642:UTM  15      -  TEXTILE HL P 1938                        320 30 31.7
 AW6642
 AW6642|---------------------------------------------------------------------|
 AW6642| PID    Reference Object                     Distance      Geod. Az  |
 AW6642|                                                           dddmmss.s |
 AW6642| AW6723 TEXTILE HL P 1938                   APPROX. 4.3 KM 3192032.0 |
 AW6642|---------------------------------------------------------------------|
 AW6642
 AW6642                          SUPERSEDED SURVEY CONTROL
 AW6642
 AW6642  NAD 83(1986)-  29 47 25.48635(N)    095 20 49.37573(W) AD(       ) 3
 AW6642  NAD 27      -  29 47 24.66882(N)    095 20 48.60115(W) AD(       ) 3
 AW6642
 AW6642.Superseded values are not recommended for survey control.
 AW6642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6642.See file dsdata.txt to determine how the superseded data were derived.
 AW6642
 AW6642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7312697871(NAD 83)
 AW6642_MARKER: I = METAL ROD
 AW6642_SETTING: 0 = UNSPECIFIED SETTING
 AW6642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6642
 AW6642  HISTORY     - Date     Condition        Report By
 AW6642  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6642  HISTORY     - 1952     GOOD             CGS
 AW6642  HISTORY     - 1957     SEE DESCRIPTION  TXHD
 AW6642  HISTORY     - 19960921 GOOD             USPSQD
 AW6642
 AW6642                          STATION DESCRIPTION
 AW6642
 AW6642'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6642'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 AW6642'FOLLOWS--
 AW6642'
 AW6642'STATION IS LOCATED IN N HOUSTON, AT THE FOOT OF WEST STREET,
 AW6642'NEAR QUITMAN, AT HOUSTON COMPRESS COMPANYS FIFTH WARD PLANT.
 AW6642'
 AW6642'STATION IS ON A STEEL PLATFORM UNDER THE WATER TANK AND IS
 AW6642'MARKED BY A PUNCH MARK ON THE FLOOR, 1.74 FT. FROM THE NW
 AW6642'SIDE, AND 1.84 FT. FROM THE NE SIDE OF THE PLATFORM.  THE
 AW6642'GROUND POINT DIRECTLY BELOW IS MARKED BY A 3/4-IN. IRON
 AW6642'ROD FLUSH WITH THE GROUND, 0.45 FT. N OF THE N WALL OF THE
 AW6642'VALVE HOUSE, 2.6 FT. W OF ITS NE CORNER, 19.05 FT. FROM
 AW6642'THE NW LEG, AND 18.70 FT. FROM THE NE LEG MEASURED FROM
 AW6642'THE NEAREST CORNER OF THE CONCRETE BASE.
 AW6642
 AW6642                          STATION RECOVERY (1957)
 AW6642
 AW6642'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1957 (SAM)
 AW6642'STATION WAS RECOVERED AS DESCRIBED.  THE NAME HOUSTON COMPRESS
 AW6642'COMPANY IS NOW GULF ATLANTIC WAREHOUSE COMPANY.  THE MARK
 AW6642'ON THE PLATFORM UNDER THE WATER TANK IS NO LONGER USABLE
 AW6642'SINCE THE PLATFORM IS UNSTABLE AND SWAYS CONSIDERABLY.  THE
 AW6642'GROUND POINT WAS RECOVERED AND THE PREVIOUS DESCRIPTION IS
 AW6642'CORRECT.
 AW6642
 AW6642                          STATION RECOVERY (1996)
 AW6642
 AW6642'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1127 ***********************************************************************
 BM1127  DESIGNATION -  COMPUTER
 BM1127  PID         -  BM1127
 BM1127  STATE/COUNTY-  TX/TRAVIS
 BM1127  USGS QUAD   -  AUSTIN WEST (1988)
 BM1127
 BM1127                         *CURRENT SURVEY CONTROL
 BM1127  ___________________________________________________________________
 BM1127* NAD 83(1993)-  30 18 42.08705(N)    097 45 22.71350(W)     ADJUSTED  
 BM1127* NAVD 88     -       217.1    (meters)     712.     (feet)  VERTCON   
 BM1127  ___________________________________________________________________
 BM1127  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 BM1127  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BM1127
 BM1127  HORZ ORDER  -  SECOND
 BM1127
 BM1127.The horizontal coordinates were established by classical geodetic methods
 BM1127.and adjusted by the National Geodetic Survey in February 1996..
 BM1127
 BM1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1127
 BM1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1127
 BM1127.The geoid height was determined by GEOID03.
 BM1127
 BM1127;                    North         East     Units Scale Factor Converg.
 BM1127;SPC TX C     - 3,074,376.162   947,833.106   MT  0.99995366   +1 19 38.3
 BM1127;SPC TX C     -10,086,515.79  3,109,682.45   sFT  0.99995366   +1 19 38.3
 BM1127;UTM  14      - 3,353,979.124   619,579.109   MT  0.99977641   +0 37 40.0
 BM1127
 BM1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1127!SPC TX C     -   0.99996996  x   0.99995366  =   0.99992362
 BM1127!UTM  14      -   0.99996996  x   0.99977641  =   0.99974637
 BM1127
 BM1127                          SUPERSEDED SURVEY CONTROL
 BM1127
 BM1127  NAD 83(1986)-  30 18 42.10537(N)    097 45 22.69631(W) AD(       ) 2
 BM1127  NGVD 29 (01/26/93)  217.0    (m)          712.     (f) VERT ANG       
 BM1127
 BM1127.Superseded values are not recommended for survey control.
 BM1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1127.See file dsdata.txt to determine how the superseded data were derived.
 BM1127
 BM1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1957953979(NAD 83)
 BM1127_MARKER: DH = HORIZONTAL CONTROL DISK
 BM1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM1127_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1127+STABILITY: SURFACE MOTION
 BM1127
 BM1127  HISTORY     - Date     Condition        Report By
 BM1127  HISTORY     - 1983     MONUMENTED       NGS
 BM1127  HISTORY     - 20060103 MARK NOT FOUND   USPSQD
 BM1127
 BM1127                          STATION DESCRIPTION
 BM1127
 BM1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1127'THE STATION IS LOCATED IN WEST AUSTIN, ALONG THE EAST SIDE OF THE
 BM1127'MOPAC HIGHWAY AT WEST 38TH STREET, AT THE STATE HIGHWAY
 BM1127'DEPARTMENT COMPLEX, ON THE ROOF OF THE DIVISION OF AUTOMATION
 BM1127'BUILDING.
 BM1127'OWNERSHIP--CECIL JENKINS-ENGINEER, SURVEYS DEPARTMENT, TEXAS
 BM1127'HIGHWAY DEPARTMENT, DIVISION OF AUTOMATION, ROOM 446, AUSTIN, TX
 BM1127'78712. TELEPHONE 512-465-7696.
 BM1127'
 BM1127'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 183 AND THE
 BM1127'MOPAC HIGHWAY (STATE LOOP 1) IN NORTHWEST AUSTIN, GO SOUTH ON
 BM1127'MOPAC HIGHWAY FOR 8.2 KM (5.1 MI) TO THE WEST 35TH STREET EXIT.
 BM1127'BEAR RIGHT, CIRCLING BACK OVER THE HIGHWAY, FOR 0.2 KM (0.15 MI)
 BM1127'TO A CROSS STREET.  TURN LEFT, NORTH, ON JACKSON STREET FOR
 BM1127'0.5 KM (0.3 MI) TO A CROSS STREET.  TRUN LEFT INTO PARKING AREA
 BM1127'FOR ABOUT 50 METERS TO THE BUILDING ENTRANCE ON THE LEFT AND END
 BM1127'OF TRUCK TRAVEL.  ARRANGEMENTS WILL HAVE TO BE MADE IN ADVANCE TO
 BM1127'GET THROUGH SECURITY.
 BM1127'
 BM1127'THE STATION IS A STANDARD NGS DISK
 BM1127'STAMPED---COMPUTER 1983---,
 BM1127'SET INTO THE TOP OF A PRECAST SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 BM1127'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 BM1127'2.60 METER (8.55 FT) SOUTH FROM INSIDE EDGE OF NORTH PARAPET,
 BM1127'4.95 METERS (16.25 FT) WEST FROM INSIDE EDGE OF EAST PARAPET, 3.
 BM1127'3.97 METERS (13.0 FT) EAST FROM CENTER OF DRAIN COVER.
 BM1127'
 BM1127'REFERENCE MARK NUMBER 1
 BM1127'STATION IS A PUNCH HOLE IN THE CENTER OF A ROUND, PROJECTING
 BM1127'DRAIN COVER.  COVER PROJECTS 10 CM AND IS 15 CM ACROSS.
 BM1127'IT IS LOCATED
 BM1127'2.45 METER (8 FT) SOUTH FROM INSIDE EDGE OF NORTH PARAPET, AND
 BM1127'3.67 METERS (12.0 FT) EAST FROM INSIDE EDGE OF WEST PARAPET,
 BM1127'MARK IS LEVEL WITH STATION.
 BM1127'
 BM1127'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1 METERS.
 BM1127'DESCRIBED BY G.R.HEID.
 BM1127
 BM1127                          STATION RECOVERY (2006)
 BM1127
 BM1127'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 BM1127'THIS MARK WAS REMOVED QUITE A FEW YEARS AGO AND REPLACED WITH A MORE
 BM1127'STABLE MONUMENT.  THE NEW MONUMENT IS SIMILAR BUT THE DISC IS
 BM1127'UNSTAMPED. IT MAY NOT BE PRECISELY IN THE SAME POSITION.  INQUIRIES
 BM1127'MAY BE MADE IN THE LOBBY OF THE ABOVE MENTIONED BUILDING BUT A TWO
 BM1127'METER TOWER SIMILAR TO THE NEARBY CORS STATION HAS BEEN ERECTED OVER
 BM1127'THE MONUMENT MAKING IT IMPRACTICAL FOR GPS OR CONVENTIONAL SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1396 ***********************************************************************
 AH1396  DESIGNATION -  CON
 AH1396  PID         -  AH1396
 AH1396  STATE/COUNTY-  TX/KENEDY
 AH1396  USGS QUAD   -  POTRERO CORTADO (1975)
 AH1396
 AH1396                         *CURRENT SURVEY CONTROL
 AH1396  ___________________________________________________________________
 AH1396* NAD 83(1993)-  27 05 34.20669(N)    097 27 26.60137(W)     ADJUSTED  
 AH1396* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AH1396  ___________________________________________________________________
 AH1396  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AH1396  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AH1396
 AH1396  HORZ ORDER  -  SECOND
 AH1396
 AH1396.The horizontal coordinates were established by classical geodetic methods
 AH1396.and adjusted by the National Geodetic Survey in February 1996..
 AH1396
 AH1396.The orthometric height was scaled from a topographic map.
 AH1396
 AH1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1396
 AH1396.The geoid height was determined by GEOID03.
 AH1396
 AH1396;                    North         East     Units Scale Factor Converg.
 AH1396;SPC TX S     - 5,158,434.444   403,387.176   MT  0.99989607   +0 28 24.1
 AH1396;SPC TX S     -16,923,963.67  1,323,446.09   sFT  0.99989607   +0 28 24.1
 AH1396;UTM  14      - 2,997,655.451   652,935.421   MT  0.99988874   +0 42 09.7
 AH1396
 AH1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1396!SPC TX S     -   1.00000291  x   0.99989607  =   0.99989898
 AH1396!UTM  14      -   1.00000291  x   0.99988874  =   0.99989165
 AH1396
 AH1396|---------------------------------------------------------------------|
 AH1396| PID    Reference Object                     Distance      Geod. Az  |
 AH1396|                                                           dddmmss.s |
 AH1396| CV3066 CON RM 1                             20.137 METERS 05200     |
 AH1396| CV3065 CON RM                               52.700 METERS 14211     |
 AH1396| CV3067 CON RM 2                            173.040 METERS 14211     |
 AH1396| CV3068 CON RM 3                             52.698 METERS 14216     |
 AH1396| AH1518 HUMBLE OIL CO HUB 2                 APPROX. 9.1 KM 2792318.3 |
 AH1396| CV2411 182                                                3313239.8 |
 AH1396| CV3064 CON AZ MK                                          3313846.2 |
 AH1396| AH1408 CARNESTOLIENDOS WINDMILL            APPROX. 5.5 KM 3482118.5 |
 AH1396| AH1410 CARNESTOLENDAS WINDMILL             APPROX. 5.5 KM 3492507.0 |
 AH1396|---------------------------------------------------------------------|
 AH1396
 AH1396                          SUPERSEDED SURVEY CONTROL
 AH1396
 AH1396  NAD 83(1986)-  27 05 34.22466(N)    097 27 26.57693(W) AD(       ) 2
 AH1396  NAD 27      -  27 05 33.04700(N)    097 27 25.62500(W) AD(       ) 2
 AH1396
 AH1396.Superseded values are not recommended for survey control.
 AH1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1396.See file dsdata.txt to determine how the superseded data were derived.
 AH1396
 AH1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5293597655(NAD 83)
 AH1396_MARKER: DS = TRIANGULATION STATION DISK
 AH1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1396_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1396
 AH1396  HISTORY     - Date     Condition        Report By
 AH1396  HISTORY     - 1913     MONUMENTED       CGS
 AH1396  HISTORY     - 1939     GOOD             CGS
 AH1396  HISTORY     - 1949     GOOD             CGS
 AH1396  HISTORY     - 1950     GOOD             CGS
 AH1396  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AH1396
 AH1396                          STATION DESCRIPTION
 AH1396
 AH1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AH1396'THE STATION IS ON A SMALL HIGH ISLAND JUST NW OF A GAP BETWEEN
 AH1396'TWO HIGH ISLANDS ON THE W SIDE OF LAGUNA MADRE.  THE VICINITY
 AH1396'IS SOMEWHAT SANDY WITH A MODERATE GROWTH OF GRASS.  THE
 AH1396'STATION WAS MARKED BY A CEMENT POST WHICH IS 2-1/2 FEET
 AH1396'LONG AND 7-1/2 INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.
 AH1396'A STANDARD DISK STATION MARK IS SET INTO THE CENTER OF THE
 AH1396'TOP OF THE COLUMN.  THE SUB-SURFACE MARK IS A NAIL OR SMALL
 AH1396'WOODEN PEG SET INTO A SMALL QUANTITY OF CEMENT, WHICH IS 6
 AH1396'INCHES BELOW THE CEMENT POST.  SIX INCHES OF SAND OR EARTH
 AH1396'SEPARATES THE SURFACE AND SUB-SURFACE MARKS.  THE TOP OF
 AH1396'THE SURFACE MARK PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 AH1396'
 AH1396'THE REFERENCE MARK IS A CEMENT POST 2-1/2 FEET LONG AND
 AH1396'5-1/2 INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD
 AH1396'DISK REFERENCE MARK IS SET INTO THE TOP OF THE POST.  THE
 AH1396'TABLET HAS AN ARROW WHICH POINTS TOWARD THE STATION.  THE
 AH1396'TOP OF THE CEMENT POST IS ABOUT 6 INCHES ABOVE THE SURFACE
 AH1396'OF THE GROUND, AND IS DISTANT 52.70 METERS (172.9 FEET), AND
 AH1396'OTHER BEARINGS AND DISTANCES
 AH1396'ARE--RIGHT ONE OF TWIN WINDMILLS, S 37 DEG 26 MIN W, 6
 AH1396'MILES.  WINDMILL, N 79 DEG 07 MIN W, 4 MILES.
 AH1396
 AH1396                          STATION RECOVERY (1939)
 AH1396
 AH1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1396'STATION IS LOCATED ABOUT 23 MILES SE OF SARITA, AND ABOUT
 AH1396'12 MILES S OF POINT PENESCAL ON THE S SIDE OF BAFFIN BAY,
 AH1396'ON THE KENEDY RANCH, ABOUT 3-1/2 MILES S OF THE CARNESTOLIENDOS
 AH1396'CAMP.  IT IS ON AN ISLAND ABOUT 0.5 MILE LONG AND 0.25 MILE
 AH1396'WIDE ABOUT 1/2 MILE NW OF A PASS BETWEEN RANCHO AND REMUDO
 AH1396'ISLANDS, WHICH ARE TWO LONG NARROW ISLANDS ALONG THE W
 AH1396'SIDE OF LAGUNA MADRE.  THE ISLAND HAS TWO KNOLLS WITH A
 AH1396'SADDLE BETWEEN.  STATION IS ON THE HIGHEST AND MOST SOUTHERLY
 AH1396'KNOLL.  VICINITY IS SOMEWHAT SANDY AND COVERED WITH GRASS.
 AH1396'
 AH1396'STATION IS MARKED WITH AN UNSTAMPED DISK SET IN THE TOP
 AH1396'OF AN 8-INCH CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 AH1396'
 AH1396'ONE REFERENCE MARK, A STANDARD BRONZE DISK IN CONCRETE
 AH1396'(UNSTAMPED), WAS RECOVERED IN GOOD
 AH1396'CONDITION.  IT IS SE OF STATION ABOUT ON LINE TO THE N END
 AH1396'OF REMUDO ISLAND.
 AH1396'
 AH1396'ONE NEW REFERENCE MARK WAS ESTABLISHED, NE OF
 AH1396'STATION AND STAMPED CON, 1913, 1939.
 AH1396'
 AH1396'THE AZIMUTH MARK, IS LOCATED IN THE CENTER OF THE
 AH1396'FIRST SMALL ISLAND 0.5 MILE NW OF STATION.  THIS ISLAND
 AH1396'IS COVERED WITH GRASS AND IS ENTIRELY SURROUNDED BY WATER
 AH1396'AT SPRING TIDES.
 AH1396'
 AH1396'STATION IS IN KENEDY COUNTY AND NOT WILLACY COUNTY AS STATED
 AH1396'IN 1913 DESCRIPTION.
 AH1396'
 AH1396'STATION IS REACHED AS FOLLOWS--FROM THE CARNESTOLIENDOS
 AH1396'CAMP GO W 0.1 MILE TO A GATE, PASS THROUGH GATE AND TAKE
 AH1396'LEFT FORK SW 0.65 MILE TO ANOTHER GATE.  THENCE THROUGH GATE
 AH1396'AND CONTINUE SW ON TRAIL 0.8 MILE TO A POINT OPPOSITE A
 AH1396'MOTTE ON RIGHT, TURN LEFT OFF TRAIL AND FOLLOW A RIDGE SE
 AH1396'ABOUT 2.0 MILES WHICH IS AS FAR AS A TRUCK CAN BE DRIVEN.
 AH1396'STATION IS ABOUT 1/2 MILE SE OF THIS POINT AND CAN BE REACHED
 AH1396'ONLY BY WALKING.
 AH1396
 AH1396                          STATION RECOVERY (1949)
 AH1396
 AH1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1396'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN
 AH1396'GOOD CONDITION.
 AH1396'
 AH1396'LOCATED ABOUT 23 MILES SE OF SARITA.
 AH1396'
 AH1396'TO REACH FROM CROSSROADS E OF SARITA, GO E ON RANCH ROAD
 AH1396'2.45 MILES TO GATE (LOCKED), CONTINUE E FOR 3.2 MILES TO FORK
 AH1396'W OF MAIN RANCH HOUSE, TAKE LEFT FORK 0.35 MILES TO GATE,
 AH1396'PASS THROUGH AND CONTINUE 0.55 MILE TO GATE, PASS THROUGH
 AH1396'AND FOLLOW GRADED ROAD, PASSING THROUGH TWO GATES, 4.1 MILES
 AH1396'TO OLD HOUSE ON BAFFIN BAY, TURN RIGHT ON TRACK ROAD SW
 AH1396'OF HOUSE AND GO 1.4 MILES TO GATE (LOCKED), PASS THROUGH
 AH1396'AND GO 0.05 MILE TO FORK, TAKE RIGHT FORK AND CONTINUE SE
 AH1396'AND S FOR 5.25 MILES TO WINDMILL ABOUT 0.25 MILE TO RIGHT,
 AH1396'CONTINUE ON TRACK ROAD EASTERLY 2.35 MILES TO GATE, PASS
 AH1396'THROUGH AND CONTINUE ON TRACK ROAD 1.8 MILES TO LARGE SAND
 AH1396'DUNES, TURN RIGHT ON TRACK ROAD ALONG NE SIDE OF DUNES AND GO
 AH1396'EASTERLY 4.55 MILES TO GATE, PASS THROUGH GATE AND CONTINUE
 AH1396'0.6 MILE TO GATE W OF OLD RANCH BUILDINGS AND WINDMILL,
 AH1396'TURN SHARP RIGHT ON TRACK ROAD AT GATE AND GO SW 0.7
 AH1396'MILE TO GATE, PASS THROUGH AND CONTINUE S ALONG TRACK
 AH1396'ROAD 0.8 MILE, LEAVE ROAD, TURN LEFT, AND GO SE FOLLOWING
 AH1396'RIDGE ABOUT 2.5 MILES TO AZIMUTH MARK AND END OF TRUCK
 AH1396'TRAVEL.
 AH1396'
 AH1396'THE STATION IS LOCATED ON AN ISLAND ABOUT 0.5 MILE LONG
 AH1396'AND 0.25 MILE WIDE AND ABOUT 0.5 MILE NW OF A PASS BETWEEN
 AH1396'CABALLOS AND REMUDA ISLANDS, WHICH ARE TWO LONG NARROW ISLANDS
 AH1396'ALONG THE W SIDE OF LAGUNA MADRE.  THE ISLAND HAS TWO KNOLLS
 AH1396'WITH A SADDLE BETWEEN AND THE STATION IS ON THE HIGHER AND
 AH1396'MORE SOUTHERLY OF THE TWO KNOLLS, AND 3 FT. E OF A WITNESS
 AH1396'POST.
 AH1396'
 AH1396'A STANDARD DISK STAMPED CON 1913 (BY THIS PARTY) IN TOP
 AH1396'OF AN 8 INCH ROUND CONCRETE MONUMENT PROJECTING 5 INCHES.
 AH1396'
 AH1396'REFERENCE MARK NO. 1 - A STANDARD DISK STAMPED CON 1913 NO
 AH1396'1 (BY THIS PARTY) IS ALONG THE CREST OF THE RIDGE SE OF
 AH1396'THE STATION AND ABOUT ON LINE WITH THE N END OF REMUDA ISLAND.
 AH1396'THE MARK PROJECTS 3 INCHES.
 AH1396'
 AH1396'REFERENCE MARK NO. 2 - A STANDARD DISK STAMPED CON 1913 1939
 AH1396'NO 2 IS ALSO ALONG THE CREST OF THE KNOLL NE OF THE STATION.
 AH1396'THE MARK PROJECTS ABOUT 3 INCHES.
 AH1396'
 AH1396'THE AZIMUTH MARK IS NEAR THE CENTER OF THE FIRST SMALL ISLAND
 AH1396'ABOUT 0.5 MILE NW OF THE STATION.  THE ISLAND IS COVERED
 AH1396'WITH GRASS AND COMPLETELY SURROUNDED BY WATER DURING WET SEASONS.
 AH1396'A STANDARD DISK STAMPED CON 1913 1939 IN TOP OF A 12 INCH
 AH1396'ROUND CONCRETE MONUMENT PROJECTING 8 INCHES.
 AH1396'
 AH1396'NOTE--A FOUR-WHEEL DRIVE VEHICLE CAN BE DRIVEN TO THE STATION
 AH1396'IN DRY WEATHER.  KEYS FOR THE LOCKED GATES CAN BE OBTAINED
 AH1396'FROM RANCH OFFICIALS IN SARITA.
 AH1396
 AH1396                          STATION RECOVERY (1950)
 AH1396
 AH1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1396'THE STATION MARK, REFERENCE MARK NUMBER 1, AND THE AZIMUTH
 AH1396'MARK WERE RECOVERED AND ARE IN GOOD CONDITION.  THE 1913
 AH1396'REFERENCE MARK WAS FOUND BROKEN OFF AND A NEW MARK, REFERENCE
 AH1396'MARK NUMBER 3 WAS ESTABLISHED.  FOLLOWING IS A COMPLETE
 AH1396'AND NEW DESCRIPTION--
 AH1396'
 AH1396'THE STATION IS LOCATED ON A SMALL ISLAND, ON THE KENEDY
 AH1396'RANCH, ABOUT 23 MILES SOUTHEAST OF SARITA, ABOUT 12 MILES
 AH1396'SOUTH OF POINT PENESCAL, AND ABOUT 3-1/2 MILES SOUTH OF THE
 AH1396'CARNESTOLIENDOS CAMP.  IT IS SITUATED ON THE HIGHEST POINT
 AH1396'OF THE SOUTH MOST KNOLL OF TWO, AND IS 3 FEET EAST OF A
 AH1396'WITNESS POST.  IT IS STAMPED WITH THE NUMERALS 1913 INSCRIBED
 AH1396'IN THE CONCRETE.  NO STAMPINGS ARE ON THE DISK.  IT PROJECTS
 AH1396'5 INCHES.
 AH1396'
 AH1396'REFERENCE MARK NO. 1 IS STAMPED CON NO 1 1939 AND IS SET
 AH1396'FLUSH WITH THE GROUND.
 AH1396'
 AH1396'REFERENCE MARK NO. 3 IS 2 FEET LOWER THAN THE STATION.  IT
 AH1396'IS STAMPED CON NO 3 1949 AND PROJECTS 2 INCHES.
 AH1396'
 AH1396'THE AZIMUTH MARK IS LOCATED ON A VERY SMALL ISLAND, 1/4
 AH1396'MILE NORTH-NORTHWEST FROM THE STATION AND IS WITNESSED BY
 AH1396'A REFERENCE POST.  IT IS STAMPED CON 1939 AND PROJECTS 6
 AH1396'INCHES.
 AH1396'
 AH1396'TO REACH THE STATION FROM TURCOTTE, GO NORTH ON U.S. HIGHWAY
 AH1396'77 FOR 2.2 MILES TO A LOCKED GATE ON THE RIGHT, KEY TO GATE
 AH1396'MUST BE OBTAINED FROM THE RANCH OFFICIALS AT SARITA, PASS
 AH1396'THROUGH GATE AND FOLLOW RANCH ROAD EASTERLY FOR 9.25 MILES
 AH1396'TO A METAL GATE NEAR SEVERAL RANCH BUILDINGS, PASS THROUGH
 AH1396'GATE AND GO 0.05 MILE TO ANOTHER METAL GATE, TURN RIGHT
 AH1396'AND FOLLOW TRACK ROAD SOUTHERLY ALONG WEST SIDE OF FENCE
 AH1396'FOR 0.25 MILE TO A FENCE CORNER, TURN LEFT AND CONTINUE
 AH1396'EASTERLY ON SOUTH SIDE OF FENCE AND FOLLOW THE MAIN TRACK
 AH1396'ROAD FOR 4.1 MILES TO A WINDMILL THAT IS ABOUT 0.1 MILE
 AH1396'SOUTH OF THE ROAD, CONTINUE EASTERLY ON TRACK ROAD FOR 2.0
 AH1396'MILES TO A REVERSE FORK AND A TRIANGLE BLAZED TREE ON THE
 AH1396'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A FORK,
 AH1396'TAKE RIGHT FORK AND GO 0.55 MILE TO A GATE, PASS THROUGH
 AH1396'GATE AND CONTINUE 0.3 MILE TO A REVERSE FORK, TURN SHARP RIGHT
 AH1396'AND GO 0.55 MILE TO A GATE, PASS THROUGH GATE, KEEP ALL
 AH1396'LEFT FORKS, AND GO 0.75 MILE TO A WIRE GATE, PASS THROUGH
 AH1396'GATE AND GO 5.6 MILES TO A FLOWING WELL ON THE RIGHT,
 AH1396'CONTINUE ON TRACK ROAD (STRAIGHT AHEAD) FOR 3.3 MILES
 AH1396'TO ANOTHER FLOWING WELL ON THE RIGHT, TURN RIGHT ON DIM
 AH1396'TRACK ROAD AND GO EASTERLY FOR 1.05 MILE TO A LOW RIDGE,
 AH1396'LEAVE ROAD, TURNING RIGHT, AND FOLLOW RIDGE SOUTHERLY
 AH1396'FOR 3.0 MILES TO EDGE OF SAND FLATS, CONTINUE
 AH1396'SOUTHERLY, WINDING AROUND EDGE OF SAND FLATS FOR ABOUT 0.4
 AH1396'MILE TO THE SMALL ISLAND AND THE AZIMUTH MARK, CONTINUE
 AH1396'SOUTHERLY, CROSSING WATER HOLE, AND GO UP SLOPE FOR
 AH1396'0.25 MILE TO THE TOP OF HILL AND THE STATION AS DESCRIBED.  A
 AH1396'4-WHEEL DRIVE TRUCK IS NEEDED TO MAKE THE LAST TWO MILAGES.
 AH1396
 AH1396                          STATION RECOVERY (1969)
 AH1396
 AH1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1396'THE STATION WAS VISITED AND THE 7-1/2 INCH CONCRETE POST
 AH1396'THAT HELD THE STATION MARK WAS FOUND BROKEN OFF AT THE GROUND
 AH1396'SURFACE.  THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.
 AH1396'THE ORIGINAL POINT WAS HELD AND THE UNDERGROUND MARK WAS
 AH1396'LOWERED AND RE-MARKED IN THE PRECISE ORIGINAL HORIZONTAL
 AH1396'POSITION.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 AH1396'UNDERGROUND MARK.  THE REFERENCE MARKS WERE FOUND IN GOOD
 AH1396'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD
 AH1396'NOT BE FOUND.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AH1396'
 AH1396'THE STATION IS ABOUT 22-1/4 MILES EAST-SOUTHEAST OF SARITA,
 AH1396'12 MILES SOUTH OF POINT PENASCAL WHICH IS ON THE SOUTH SIDE
 AH1396'OF BAFFIN BAY, 3-1/2 MILES SOUTH OF THE CARNESTOLIENDOS
 AH1396'CAMP, ON PROPERTY OF THE KENEDY RANCH, ON THE SOUTH CENTRAL
 AH1396'PART OF AN ISLAND THAT IS ABOUT 1/2 MILE LONG AND 1/4 MILE
 AH1396'WIDE AND SITUATED 1/2 MILE NORTHWEST OF A PASS BETWEEN
 AH1396'POTRERO GRANDE AND POTRERO CORTADO WHICH ARE TWO LONG NARROW
 AH1396'ISLANDS ON THE WEST SIDE OF LAGUNA MADRE.  THE ISLAND THE
 AH1396'STATION IS ON HAS TWO KNOLLS WITH A SADDLE BETWEEN AND THE
 AH1396'STATION IS ON THE HIGHEST AND MOST SOUTHERLY KNOLL WHICH
 AH1396'IS GRASS AND BRUSH COVERED.
 AH1396'
 AH1396'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN SARITA,
 AH1396'GO EAST ON PAVED ROAD FOR 0.15 MILE TO A CROSS ROAD AND
 AH1396'U.S. HIGHWAY 77, TURN RIGHT AND GO SOUTH ON U.S. 77 FOR
 AH1396'4.7 MILES TO A SIDE ROAD LEFT AT GATE AND GATE HOUSES ON
 AH1396'THE LEFT, TURN LEFT AND GO EAST ON BLADED DIRT ROAD (PERMISSION
 AH1396'TO TRAVEL THIS ROAD MUST BE OBTAINED FROM KENEDY RANCH OFFICIALS
 AH1396'IN SARITA) FOR 2.9 MILES TO A BUMP GATE, PASS THROUGH AND
 AH1396'CONTINUE EAST, PASSING THROUGH SEVERAL GATES, FOR 12.5 MILES
 AH1396'TO A BUMP GATE.  PASS THROUGH AND CONTINUE EAST FOR 3.75
 AH1396'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY
 AH1396'ON BLADED CLAY ROAD FOR 4.6 MILES TO A FORK, TAKE THE RIGHT
 AH1396'FORK AND GO SOUTHERLY FOR 0.6 MILE TO POINT WHERE MAIN
 AH1396'ROAD TURNS RIGHT, WEST, AND PASSES THROUGH GATE AND LEADS
 AH1396'TO THE CARNESTOLIENDOS CAMP.  CONTINUE STRAIGHT AHEAD,
 AH1396'LEAVING THE MAIN ROAD, ON TRACK ROAD ALONG THE EAST SIDE
 AH1396'OF FENCE FOR 1.1 MILES TO TWO FENCE CORNERS ON THE
 AH1396'RIGHT.  BEAR RIGHT AND FOLLOW THE MAIN TRAVELED ROAD
 AH1396'SOUTHWESTERLY FOR 1.15 MILES TO A DIM FORK, TAKE LEFT
 AH1396'FORK (ROAD SOON BECOMES TO DIM TO FOLLOW) AND GO
 AH1396'SOUTHEASTERLY ACROSS COUNTRY FOR 0.8 MILES TO THE
 AH1396'NORTHEAST CORNER OF LARGE MOTT OF TREES, CONTINUE
 AH1396'SOUTHEAST DOWN LOW GRASS RIDGE TO EXTREME SOUTHEAST POINT
 AH1396'OF HARD GROUND FOR 1.4 MILES, PICKING WAY AROUND SEVERAL SALT
 AH1396'BOGS (CAYOS) TO THE END OF TRUCK TRAVEL AT POINT JUST
 AH1396'NORTHWEST OF THE ISLAND.  PACK SOUTHEAST ACROSS LARGE CAYO
 AH1396'TO STATION ON SOUTH ONE OF TWO KNOLLS ON ISLAND.  A 1/4
 AH1396'MILE WALK.
 AH1396'
 AH1396'THE STATION MARK IS A STANDARD DISK, STAMPED CON 1913 1969,
 AH1396'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE 4 FEET IN LENGTH
 AH1396'AND EMBEDDED IN A MASS OF CONCRETE.  IT IS 6.4 FEET NORTH
 AH1396'OF METAL WITNESS POST WITH SIGN, 3.0 FEET EAST OF 4 BY 4
 AH1396'INCH WOOD POST AND PROJECTING 6 INCHES ABOVE THE GROUND.
 AH1396'THE UNDERGROUND MARK IS A STANDARD DISK, STAMPED CON 1913
 AH1396'1969, SET IN THE TOP OF A 7-1/2 INCH ROUND CONCRETE POST
 AH1396'THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 AH1396'
 AH1396'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CON NO 1 1939,
 AH1396'SET IN THE TOP OF AN 8 INCH ROUND CONCRETE POST THAT IS FLUSH
 AH1396'WITH THE GROUND.  IT IS ON THE NORTHEAST EDGE OF THE TOP OF
 AH1396'THE SOUTHERLY KNOLL OF THE ISLAND, AND ABOUT LEVEL WITH THE
 AH1396'STATION.
 AH1396'
 AH1396'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CON NO 3 1949,
 AH1396'SET IN THE TOP OF A 5 INCH ROUND CONCRETE POST THAT PROJECTS
 AH1396'1 INCH.  IT IS ON THE SOUTH EDGE OF THE SOUTH KNOLL OF
 AH1396'THE ISLAND AND ABOUT 3 FEET LOWER THAN THE STATION.
 AH1396'
 AH1396'182 (USE) CORP OF ENGR. GALVESTON, TEX., IS A CORP. OF ENGR.
 AH1396'DISK, STAMPED 182, SET IN THE TOP OF A ROUND CONCRETE POST,
 AH1396'AND PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS ON THE NORTHEAST
 AH1396'SIDE OF LOW MUD ISLAND, AT THE CENTER OF LARGE CAYO, ABOUT
 AH1396'MIDWAY BETWEEN THE POINT OF LAND AT THE END OF TRUCK TRAVEL
 AH1396'AND THE ISLAND SHORE AND IS AT TIMES COMPLETELY UNDER WATER.
 AH1396'IT IS SUGGESTED THAT UP TO DATE MAPS BE REFERRED TO IN REACHING
 AH1396'THIS STATION.
 AH1396'
 AH1396'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22-1/4
 AH1396'MILES EAST-SOUTHEAST OF SARITA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0904 ***********************************************************************
 CB0904  DESIGNATION -  CON
 CB0904  PID         -  CB0904
 CB0904  STATE/COUNTY-  TX/TOM GREEN
 CB0904  USGS QUAD   -  MOUNT NEBO (1978)
 CB0904
 CB0904                         *CURRENT SURVEY CONTROL
 CB0904  ___________________________________________________________________
 CB0904* NAD 83(1993)-  31 33 39.52327(N)    100 32 24.86886(W)     ADJUSTED  
 CB0904* NAVD 88     -       599.83   (+/-2cm)    1967.9    (feet)  VERTCON   
 CB0904  ___________________________________________________________________
 CB0904  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 CB0904  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CB0904
 CB0904  HORZ ORDER  -  SECOND
 CB0904  VERT ORDER  -  THIRD ? (See Below)
 CB0904
 CB0904.The horizontal coordinates were established by classical geodetic methods
 CB0904.and adjusted by the National Geodetic Survey in February 1996..
 CB0904
 CB0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0904.The vertical order pertains to the NGVD 29 superseded value.
 CB0904
 CB0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0904
 CB0904.The geoid height was determined by GEOID03.
 CB0904
 CB0904;                    North         East     Units Scale Factor Converg.
 CB0904;SPC TX C     - 3,210,016.611   680,357.427   MT  0.99992929   -0 06 23.7
 CB0904;SPC TX C     -10,531,529.50  2,232,139.33   sFT  0.99992929   -0 06 23.7
 CB0904;UTM  14      - 3,492,803.736   353,819.018   MT  0.99986356   -0 48 22.7
 CB0904
 CB0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0904!SPC TX C     -   0.99990964  x   0.99992929  =   0.99983893
 CB0904!UTM  14      -   0.99990964  x   0.99986356  =   0.99977321
 CB0904
 CB0904:                Primary Azimuth Mark                     Grid Az
 CB0904:SPC TX C     -  ROBBINS RESET                            109 58 43.4
 CB0904:UTM  14      -  ROBBINS RESET                            110 40 42.4
 CB0904
 CB0904|---------------------------------------------------------------------|
 CB0904| PID    Reference Object                     Distance      Geod. Az  |
 CB0904|                                                           dddmmss.s |
 CB0904| CB0830 ROBBINS RESET                       APPROX. 5.1 KM 1095219.7 |
 CB0904| CV4611 CON RM 1                             26.190 METERS 17131     |
 CB0904| CV4610 CON AZ MK                                          2463552.6 |
 CB0904| CV4612 CON RM 2                             17.405 METERS 28456     |
 CB0904| CB0911 SANATORIUM TB SANATORIUM STK        APPROX.11.8 KM 2975019.5 |
 CB0904| CB0912 SANATORIUM TB SANATORIUM TK         APPROX.11.8 KM 2975310.4 |
 CB0904| CB0917 WATER VALLEY MC LAUGHLIN MON        APPROX.19.9 KM 2980220.1 |
 CB0904| CB0914 SANATORIUM STANDPIPE                APPROX.10.8 KM 3010334.0 |
 CB0904|---------------------------------------------------------------------|
 CB0904
 CB0904                          SUPERSEDED SURVEY CONTROL
 CB0904
 CB0904  NAD 83(1986)-  31 33 39.53007(N)    100 32 24.85452(W) AD(       ) 2
 CB0904  NAD 27      -  31 33 38.96400(N)    100 32 23.50400(W) AD(       ) 2
 CB0904  NGVD 29 (07/19/86)  599.66   (m)         1967.4    (f) LEVELING    3  
 CB0904
 CB0904.Superseded values are not recommended for survey control.
 CB0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0904.See file dsdata.txt to determine how the superseded data were derived.
 CB0904
 CB0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV5381992804(NAD 83)
 CB0904_MARKER: DS = TRIANGULATION STATION DISK
 CB0904_SETTING: 0 = UNSPECIFIED SETTING
 CB0904
 CB0904  HISTORY     - Date     Condition        Report By
 CB0904  HISTORY     - 1943     MONUMENTED       CGS
 CB0904  HISTORY     - 1956     GOOD             CGS
 CB0904
 CB0904                          STATION DESCRIPTION
 CB0904
 CB0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0904'STATION IS LOCATED ABOUT 9 MILES NW OF SAN ANGELO, 6 MILES
 CB0904'SE OF CARLSBAD, 1 MILE NE OF U.S. HIGHWAY 87, 18 FEET S OF
 CB0904'E-W FENCE LINE, 18 FEET W OF N-S FENCE LINE, 21 FEET SW OF
 CB0904'FENCE CORNER, 45 FEET S OF CENTER LINE OF THE ROAD, AND 35
 CB0904'FEET N OF NE CORNER OF CULTIVATED FIELD IN SMALL STRIP OF
 CB0904'UNCULTIVATED LAND.
 CB0904'
 CB0904'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 CB0904'DISKS SET IN THE TOP OF CONCRETE POSTS PROJECTING ABOUT 6
 CB0904'INCHES ABOVE GROUND.  ALL MARKS ARE STAMPED WITH THE NAME
 CB0904'AND DATE OF THE STATION.  REFERENCE MARKS ARE ALSO STAMPED WITH
 CB0904'NUMBER.
 CB0904'
 CB0904'REFERENCE MARK 1 IS S OF THE STATION, 50 FEET S OF THE NE
 CB0904'CORNER OF FIELD, AND 1 FOOT W OF THE FENCE LINE.
 CB0904'
 CB0904'REFERENCE MARK 2 IS W OF THE STATION, 1 FOOT S OF THE FENCE
 CB0904'LINE, 22 FEET S OF THE CENTER LINE OF THE ROAD, AND 45 FEET
 CB0904'N OF THE N SIDE OF THE FIELD.
 CB0904'
 CB0904'AZIMUTH MARK IS 0.35 MILE SW OF THE STATION IN THE SW CORNER
 CB0904'OF THE FIELD AT THE NW CORNER OF A GAME PRESERVE, 30 FEET E
 CB0904'OF THE CENTER LINE OF THE ROAD, AND 1 FOOT E OF FENCE.
 CB0904'
 CB0904'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 67 AND 87 IN
 CB0904'SAN ANGELO, GO N ON HIGHWAY 87 FOR 9.4 MILES TO A PAVED ROAD
 CB0904'RIGHT, N.  HERE TURN RIGHT AND GO 0.65 MILE TO THE AZIMUTH
 CB0904'MARK ON THE RIGHT AT THE NW CORNER OF A GAME PRESERVE.  PROCEED
 CB0904'ON PAVED ROAD FOR 0.2 MILE TO T-ROAD RIGHT, HERE TURN RIGHT
 CB0904'AND GO 0.35 MILE TO STATION ON THE LEFT AT POINT WHERE ROAD
 CB0904'MAKES A SHARP TURN RIGHT.
 CB0904'
 CB0904'HEIGHT OF LIGHT ABOVE STATION MARK - 13 METERS.
 CB0904
 CB0904                          STATION RECOVERY (1956)
 CB0904
 CB0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 CB0904'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CB0904'AS DESCRIBED.  THE AZIMUTH MARK WAS RESET ABOUT ABOUT 50 YARDS
 CB0904'NEARER THE STATION AND IN THE EXACT LINE OF THE ORIGINAL MARK.
 CB0904'IT IS A STANDARD DISK STAMPED CON 1943 1956, IN A CONCRETE
 CB0904'MONUMENT PROJECTING ABOUT 3 INCHES, 1 FOOT NORTHEAST OF THE
 CB0904'SOUTHWEST RIGHT-OF-WAY LINE OF THE G.C. AND S.F. RAILROAD,
 CB0904'ACROSS THE TRACKS SOUTHWEST FROM HIGHWAY NO. 87 AND ABOUT 30
 CB0904'YARDS SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY LINE OF FM
 CB0904'HIGHWAY NO. 2288.  IT IS ABOUT 1/4 MILE WEST OF THE STATION,
 CB0904'AND 0.2 MILE NORTHWEST OF M.P. 82 ALONG THE R.R.
 CB0904'
 CB0904'TO REACH FROM THE INTERSECTION OF HIGHWAYS NOS. 67 AND 87 IN
 CB0904'SAN ANGELO, GO NORTH AND NORTHWEST ON NO. 87, 9.1 MILES TO AN
 CB0904'OLD FARM HOUSE ON THE RIGHT.  THEN TURN RIGHT THROUGH THE GATE
 CB0904'AND GO NORTHEAST ON A FARM ROAD 0.2 MILE TO THE STATION IN
 CB0904'THE FENCE CORNER ON THE LEFT, AS DESCRIBED.
 CB0904'
 CB0904'TO REACH THE AZIMUTH MARK CONTINUE ON THE HIGHWAY 0.4 MILE
 CB0904'TO F.M. NO. 2288 CROSSING THE TRACKS.  CROSS THE TRACKS AND
 CB0904'TURN BACK ALONG THE RIGHT-OF-WAY FOR ABOUT 30 YARDS TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1746 ***********************************************************************
 FL1746  DESIGNATION -  CON RESET
 FL1746  PID         -  FL1746
 FL1746  STATE/COUNTY-  TX/CARSON
 FL1746  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1746
 FL1746                         *CURRENT SURVEY CONTROL
 FL1746  ___________________________________________________________________
 FL1746* NAD 83(1993)-  35 15 38.96665(N)    101 22 54.81151(W)     ADJUSTED  
 FL1746* NAVD 88     -      1055.     (meters)    3461.     (feet)  SCALED    
 FL1746  ___________________________________________________________________
 FL1746  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FL1746  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL1746
 FL1746  HORZ ORDER  -  THIRD
 FL1746
 FL1746.The horizontal coordinates were established by classical geodetic methods
 FL1746.and adjusted by the National Geodetic Survey in February 1996..
 FL1746
 FL1746.The orthometric height was scaled from a topographic map.
 FL1746
 FL1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1746
 FL1746.The geoid height was determined by GEOID03.
 FL1746
 FL1746;                    North         East     Units Scale Factor Converg.
 FL1746;SPC TX N     - 1,139,877.900   210,746.611   MT  0.99991461   +0 04 06.4
 FL1746;SPC TX N     - 3,739,749.41    691,424.51   sFT  0.99991461   +0 04 06.4
 FL1746;UTM  14      - 3,904,569.071   283,319.366   MT  1.00017865   -1 22 32.2
 FL1746
 FL1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1746!SPC TX N     -   0.99983850  x   0.99991461  =   0.99975313
 FL1746!UTM  14      -   0.99983850  x   1.00017865  =   1.00001712
 FL1746
 FL1746:                Primary Azimuth Mark                     Grid Az
 FL1746:SPC TX N     -  PANHANDLE MUNICIPAL TANK                 001 06 21.8
 FL1746:UTM  14      -  PANHANDLE MUNICIPAL TANK                 002 33 00.4
 FL1746
 FL1746|---------------------------------------------------------------------|
 FL1746| PID    Reference Object                     Distance      Geod. Az  |
 FL1746|                                                           dddmmss.s |
 FL1746| FL1747 PANHANDLE MUNICIPAL TANK            APPROX. 8.9 KM 0011028.2 |
 FL1746| CJ6953 CON AZ MK                                          0011212.4 |
 FL1746| FL0911 Y 229                                              0011934.8 |
 FL1746| FL1739 PANHANDLE EAST GRAIN ELEVATOR       APPROX. 9.0 KM 0035752.9 |
 FL1746| CJ6954 CON RM 1                             27.492 METERS 08843     |
 FL1746| CJ6955 CON RM 2                             21.914 METERS 18636     |
 FL1746| CJ6956 CON RM 3                             21.055 METERS 19326     |
 FL1746| CJ6957 CON RM 4                             23.870 METERS 27116     |
 FL1746|---------------------------------------------------------------------|
 FL1746
 FL1746                          SUPERSEDED SURVEY CONTROL
 FL1746
 FL1746  NAD 83(1993)-  35 15 38.97057(N)    101 22 54.80813(W) AD(       ) 3
 FL1746  NAD 83(1986)-  35 15 38.97329(N)    101 22 54.80243(W) AD(       ) 3
 FL1746  NAD 27      -  35 15 38.79900(N)    101 22 53.20100(W) AD(       ) 3
 FL1746
 FL1746.Superseded values are not recommended for survey control.
 FL1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1746.See file dsdata.txt to determine how the superseded data were derived.
 FL1746
 FL1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8331904569(NAD 83)
 FL1746_MARKER: DS = TRIANGULATION STATION DISK
 FL1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1746
 FL1746  HISTORY     - Date     Condition        Report By
 FL1746  HISTORY     - 1951     MONUMENTED       CGS
 FL1746  HISTORY     - 1956     GOOD             CGS
 FL1746  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL1746  HISTORY     - 1967     GOOD             CGS
 FL1746  HISTORY     - 1970     GOOD             NGS
 FL1746
 FL1746                          STATION DESCRIPTION
 FL1746
 FL1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1746'STATION IS LOCATED, AIRLINE, ABOUT 5.7 MILES SOUTH OF PANHANDLE,
 FL1746'4.0 MILES NORTH OF CONWAY, ALONG THE WEST SIDE OF STATE HIGHWAY
 FL1746'117 AND IN THE ROAD RIGHT-OF-WAY.
 FL1746'
 FL1746'STATION MARK, STAMPED CON 1951, IS A STANDARD DISK SET IN
 FL1746'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1
 FL1746'INCH.  IT IS 40.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 FL1746'AND 9 FEET EAST OF A T FENCE CORNER.
 FL1746'
 FL1746'REFERENCE MARK NUMBER 1, STAMPED CON NO 1 1951, IS A STANDARD
 FL1746'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1746'PROJECTS 3 INCHES AND IS 12 INCHES LOWER IN ELEVATION THAN
 FL1746'THE STATION.  IT IS 59.7 FEET EAST OF THE CENTERLINE OF THE
 FL1746'HIGHWAY AND 12 INCHES WEST OF A FENCE LINE.
 FL1746'
 FL1746'REFERENCE MARK NUMBER 2, STAMPED CON NO 2 1951, IS A STANDARD
 FL1746'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1746'PROJECTS 2 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 FL1746'IT IS 53.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3
 FL1746'FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST AND 12 INCHES EAST OF
 FL1746'THE FENCE LINE.
 FL1746'
 FL1746'AZIMUTH MARK, STAMPED CON 1951, IS A STANDARD DISK SET IN
 FL1746'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 FL1746'INCHES.  TO REACH FROM THE STATION, GO NORTH ON STATE HIGHWAY 117
 FL1746'FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS 50
 FL1746'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF
 FL1746'A FENCE LINE AND 2 FEET EAST OF A WITNESS POST.
 FL1746'
 FL1746'THE STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 FL1746'HIGHWAY 60 AND STATE HIGHWAY 117 IN THE SOUTHWEST EDGE OF
 FL1746'PANHANDLE, GO SOUTH ON STATE HIGHWAY 117 FOR 5.2 MILES TO THE
 FL1746'STATION ON THE RIGHT.  THIS POINT IS 0.2 MILE NORTH OF A
 FL1746'BROWN STUCCO HOUSE ON THE WEST SIDE OF THE HIGHWAY.
 FL1746'
 FL1746'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 FL1746
 FL1746                          STATION RECOVERY (1956)
 FL1746
 FL1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1746'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 FL1746'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 FL1746'TO STATION SITE ARE CORRECT.
 FL1746
 FL1746                          STATION RECOVERY (1966)
 FL1746
 FL1746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL1746'STATION SEARCHED FOR AND NOT FOUND.  PROBABLY DESTROYED FURING
 FL1746'ROAD GRADING OF RIGHT-OF-WAY.  BOTH REFERENCE MARKS FOUND.
 FL1746'
 FL1746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.7
 FL1746'MILES S OF PANHANDLE, 4.0 MILES N OF CONWAY
 FL1746
 FL1746                          STATION RECOVERY (1967)
 FL1746
 FL1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FL1746'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 FL1746'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 FL1746'ORIGINAL DESCRIPTION.  THE ROUTE TO REACH THE STATION WAS
 FL1746'FOUND TO BE CORRECT EXCEPT THE HIGHWAY NUMBER IS NOW STATE
 FL1746'HIGHWAY 15 INSTEAD OF STATE HIGHWAY 117.
 FL1746'
 FL1746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.7 MILES
 FL1746'SOUTH OF PANHANDLE.
 FL1746
 FL1746                          STATION RECOVERY (1970)
 FL1746
 FL1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FL1746'THE STATION MARKS, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL1746'IN GOOD CONDITION.  AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 FL1746'DUE TO ROAD IMPROVEMENTS THE STATION MARKS WERE LOWERED IN
 FL1746'THEIR PRECISE ORIGINAL POSITION.  BOTH REFERENCE MARKS WERE
 FL1746'DESTROYED.  TWO NEW REFERENCE MARKS WERE SET.  A COMPLETE
 FL1746'DESCRIPTION IS AS FOLLOWS--
 FL1746'
 FL1746'STATION IS ABOUT 6 MILES SOUTH OF PANHANDLE, 4 MILES NORTH
 FL1746'OF CONWAY, ALONG THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 207.
 FL1746'
 FL1746'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 FL1746'STATE HIGHWAY 207 AT THE SOUTHWEST EDGE OF PANHANDLE, GO
 FL1746'SOUTH ON STATE HIGHWAY 207 FOR 4.35 MILE TO AZIMUTH MARK
 FL1746'ON THE LEFT.  CONTINUE ON HIGHWAY 0.85 MILE TO STATION ON
 FL1746'THE RIGHT.
 FL1746'
 FL1746'STATION MARKS ARE STANDARD DISKS, STAMPED CON 1951 1970.  THE
 FL1746'SURFACE DISK IS SET IN A 10 IN X 10 IN CONCRETE POST ABOUT
 FL1746'1 FOOT BELOW SURFACE OF GROUND.  IT IS 40.5 FEET WEST OF THE
 FL1746'HIGHWAY CENTER LINE, 19.5 FEET EAST OF THE WEST RIGHT-OF-WAY
 FL1746'FENCE, 2 FEET SOUTH OF THE EXTENDED LINE OF AN EAST-WEST FENCE,
 FL1746'AND AT HIGHWAY STATION NO. 279 + 27.  UNDER GROUND DISK IS SET
 FL1746'IN AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW SURFACE OF
 FL1746'GROUND.
 FL1746'
 FL1746'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED CON NO 3 1951
 FL1746'1970, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH
 FL1746'SURFACE OF GROUND.  IT IS UNDER RIGHT-OF-WAY FENCE, 59 FEET
 FL1746'WEST OF THE HIGHWAY CENTERLINE, 78 FEET SOUTH OF A T-FENCE
 FL1746'CORNER, AND AT HIGHWAY STATION NO. 280 + 00.
 FL1746'
 FL1746'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED CON NO 4 1951
 FL1746'1970, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 FL1746'4 INCHES ABOVE GROUND.  IT IS 118.5 FEET WEST OF THE HIGHWAY
 FL1746'CENTER LINE, UNDER THE EAST-WEST FENCE LINE, AND AT HIGHWAY
 FL1746'STATION NO. 279 + 22.
 FL1746'
 FL1746'AZIMUTH MARK A STANDARD C AND GS BENCH MARK DISK, STAMPED Y
 FL1746'229 1934, IS SET IN AN 8 IN X 8 IN CONCRETE POST WHICH PROJECTS
 FL1746'3 INCHES ABOVE GROUND.  IT IS ABOUT 100 YARDS NORTH OF A
 FL1746'BRICK FARM HOUSE, 72 FEET EAST OF THE HIGHWAY CENTER LINE,
 FL1746'2 FEET SOUTH OF AN EAST-WEST FENCE AND A METAL WITNESS POST.
 FL1746'AT HIGHWAY STATION 233 + 39.
 FL1746'
 FL1746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 FL1746'MILES NORTH OF CONWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2083 ***********************************************************************
 AY2083  DESIGNATION -  CONCAN
 AY2083  PID         -  AY2083
 AY2083  STATE/COUNTY-  TX/UVALDE
 AY2083  USGS QUAD   -  MAGERS CROSSING (1960)
 AY2083
 AY2083                         *CURRENT SURVEY CONTROL
 AY2083  ___________________________________________________________________
 AY2083* NAD 83(1993)-  29 30 13.95700(N)    099 40 58.66563(W)     ADJUSTED  
 AY2083* NAVD 88     -       551.     (meters)    1808.     (feet)  SCALED    
 AY2083  ___________________________________________________________________
 AY2083  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AY2083  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AY2083
 AY2083  HORZ ORDER  -  SECOND
 AY2083
 AY2083.The horizontal coordinates were established by classical geodetic methods
 AY2083.and adjusted by the National Geodetic Survey in February 1996..
 AY2083
 AY2083.The orthometric height was scaled from a topographic map.
 AY2083
 AY2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2083
 AY2083.The geoid height was determined by GEOID03.
 AY2083
 AY2083;                    North         East     Units Scale Factor Converg.
 AY2083;SPC TXSC     - 4,185,333.869   533,787.315   MT  0.99986758   -0 20 04.5
 AY2083;SPC TXSC     -13,731,382.87  1,751,267.22   sFT  0.99986758   -0 20 04.5
 AY2083;UTM  14      - 3,264,007.268   433,803.844   MT  0.99965407   -0 20 10.9
 AY2083
 AY2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2083!SPC TXSC     -   0.99991706  x   0.99986758  =   0.99978465
 AY2083!UTM  14      -   0.99991706  x   0.99965407  =   0.99957116
 AY2083
 AY2083|---------------------------------------------------------------------|
 AY2083| PID    Reference Object                     Distance      Geod. Az  |
 AY2083|                                                           dddmmss.s |
 AY2083| CV4614 CONCAN RM 1                           7.626 METERS 01718     |
 AY2083| CV4615 CONCAN RM 2                           6.745 METERS 12338     |
 AY2083| AY2030 SABINAL BLACK WATER TANK            APPROX.28.5 KM 1322550.9 |
 AY2083| AY2029 SABINAL NEW WATER TANK              APPROX.29.1 KM 1343318.8 |
 AY2083| AY2034 KNIPPA CHURCH STEEPLE               APPROX.23.9 KM 1685725.9 |
 AY2083| AY2047 UVALDE WATER TANK                   APPROX.34.1 KM 1964749.4 |
 AY2083| AY2046 NORTH UVALDE STANDPIPE              APPROX.32.0 KM 2001004.0 |
 AY2083| CV4613 CONCAN AZ MK                                       2625320.0 |
 AY2083|---------------------------------------------------------------------|
 AY2083
 AY2083                          SUPERSEDED SURVEY CONTROL
 AY2083
 AY2083  NAD 83(1986)-  29 30 13.95693(N)    099 40 58.64799(W) AD(       ) 2
 AY2083  NAD 27      -  29 30 13.12700(N)    099 40 57.45300(W) AD(       ) 2
 AY2083
 AY2083.Superseded values are not recommended for survey control.
 AY2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2083.See file dsdata.txt to determine how the superseded data were derived.
 AY2083
 AY2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3380464007(NAD 83)
 AY2083_MARKER: DS = TRIANGULATION STATION DISK
 AY2083_SETTING: 66 = SET IN ROCK OUTCROP
 AY2083
 AY2083  HISTORY     - Date     Condition        Report By
 AY2083  HISTORY     - 1944     MONUMENTED       CGS
 AY2083
 AY2083                          STATION DESCRIPTION
 AY2083
 AY2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2083'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 21 MILES NNE OF
 AY2083'UVALDE, 20 MILES NW OF SABINAL, AND 2 MILES ENE OF THE CONCAN
 AY2083'POST OFFICE.  IT IS ON A HIGH AND PROMINENT HILL LYING AT THE
 AY2083'S END OF THE HIGH COUNTRY, AND ABOUT 1-1/2 MILES E OF THE STANLEY
 AY2083'MORTON FARM ON THE FRIO RIVER.
 AY2083'
 AY2083'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 AY2083'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  STAMPED
 AY2083'CONCAN 1944.  IT IS 17 FEET SW OF A CAIRN.
 AY2083'
 AY2083'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 AY2083'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED CONCAN NO 1 1944
 AY2083'AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 AY2083'
 AY2083'REFERENCE MARK 2 IS ABOUT 5 FEET LOWER THAN THE STATION
 AY2083'AND ABOUT 3 FEET SE OF A SMALL CAIRN.  IT IS A BRONZE REFERENCE
 AY2083'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS STAMPED
 AY2083'CONCAN NO 2 1944 AND IS FLUSH WITH THE GROUND.
 AY2083'
 AY2083'AZIMUTH MARK IS W OF THE STATION, ON THE HIGHEST POINT OF
 AY2083'THE NEXT HILL WHICH IS PART OF THE SAME RIDGE.  IT IS A BRONZE
 AY2083'AZIMUTH DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 AY2083'FLUSH WITH THE GROUND.  IT IS STAMPED CONCAN 1944.  IT IS
 AY2083'AT A SMALL CAIRN.
 AY2083'
 AY2083'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 AY2083'STATE HIGHWAY 127 WHICH IS ABOUT 24 MILES N OF UVALDE, GO SE
 AY2083'TOWARD SABINAL FOR 0.7 MILE TO THE CONCAN POST OFFICE.  CONTINUE
 AY2083'SE ON THE HIGHWAY 0.1 MILE TO THE FIRST GATE ON LEFT AFTER
 AY2083'CROSSING THE FRIO RIVER.  TURN LEFT THROUGH THIS GATE AND
 AY2083'FOLLOW ROAD 0.6 MILE TO GATE INTO RANCHYARD.  GO THROUGH
 AY2083'THIS GATE, THENCE LEFT THROUGH ANOTHER GATE.  TURN RIGHT
 AY2083'THROUGH A THIRD GATE AND FOLLOW TRACK ROAD E ALONG N SIDE OF
 AY2083'FENCE 0.5 MILE TO END OF ROAD AT ABANDONED HOUSE.  FROM
 AY2083'HERE PACK S TO HEN HOUSE.  THENCE S ALONG WELL-DEFINED
 AY2083'TRAIL TO TOP OF RIDGE IN SADDLE WHICH IS VISIBLE S OF
 AY2083'THE TRACK.  BEAR LEFT ALONG RIDGE FOR 1/3 MILE TO TOP OF
 AY2083'HIGHER RIDGE.  THE AZIMUTH MARK IS ON THE HIGH POINT,
 AY2083'ABOUT 200 YARDS TO RIGHT (S).  BEAR LEFT ALONG TOP OF
 AY2083'RIDGE, WHICH FORMS A SEMICIRCLE, LEADING E, THENCE S, AND
 AY2083'FINALLY SW, ABOUT 1 MILE TO THE END OF THE RIDGE AND
 AY2083'THE STATION ON HIGHEST POINT.
 AY2083'
 AY2083'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1277 ***********************************************************************
 AJ1277  DESIGNATION -  CONCEPCION EMACULATE CON CH
 AJ1277  PID         -  AJ1277
 AJ1277  STATE/COUNTY-  TX/DUVAL
 AJ1277  USGS QUAD   -  CONCEPCION (1968)
 AJ1277
 AJ1277                         *CURRENT SURVEY CONTROL
 AJ1277  ___________________________________________________________________
 AJ1277* NAD 83(1993)-  27 23 43.16400(N)    098 21 20.55949(W)     ADJUSTED  
 AJ1277* NAVD 88     -                                                        
 AJ1277  ___________________________________________________________________
 AJ1277  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 AJ1277  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AJ1277
 AJ1277  HORZ ORDER  -  THIRD
 AJ1277
 AJ1277.The horizontal coordinates were established by classical geodetic methods
 AJ1277.and adjusted by the National Geodetic Survey in February 1996..
 AJ1277
 AJ1277
 AJ1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1277
 AJ1277.The geoid height was determined by GEOID03.
 AJ1277
 AJ1277;                    North         East     Units Scale Factor Converg.
 AJ1277;SPC TX S     - 5,191,530.259   314,269.804   MT  0.99991837   +0 03 55.8
 AJ1277;SPC TX S     -17,032,545.52  1,031,066.85   sFT  0.99991837   +0 03 55.8
 AJ1277;UTM  14      - 3,030,386.969   563,698.988   MT  0.99965009   +0 17 47.3
 AJ1277
 AJ1277                          SUPERSEDED SURVEY CONTROL
 AJ1277
 AJ1277  NAD 83(1986)-  27 23 43.17068(N)    098 21 20.53335(W) AD(       ) 4
 AJ1277  NAD 27      -  27 23 42.03600(N)    098 21 19.50300(W) AD(       ) 3
 AJ1277
 AJ1277.Superseded values are not recommended for survey control.
 AJ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1277.See file dsdata.txt to determine how the superseded data were derived.
 AJ1277
 AJ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR6369930387(NAD 83)
 AJ1277_MARKER: 91 = CHURCH CROSS
 AJ1277
 AJ1277  HISTORY     - Date     Condition        Report By
 AJ1277  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1277
 AJ1277                          STATION DESCRIPTION
 AJ1277
 AJ1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1277'THE STATION IS THE CROSS ATOP THE CHURCH WHICH IS 1 BLOCK
 AJ1277'SOUTH OF FARM ROAD 716 IN THE VILLAGE OF CONCEPCION.
 AJ1277'
 AJ1277'THE CHURCH IS A WHITE CONCRETE STRUCTURE 40 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0962 ***********************************************************************
 CB0962  DESIGNATION -  CONCHO
 CB0962  PID         -  CB0962
 CB0962  STATE/COUNTY-  TX/REAGAN
 CB0962  USGS QUAD   -  MOORE HILL (1970)
 CB0962
 CB0962                         *CURRENT SURVEY CONTROL
 CB0962  ___________________________________________________________________
 CB0962* NAD 83(1993)-  31 25 35.33020(N)    101 23 49.30614(W)     ADJUSTED  
 CB0962* NAVD 88     -       795.0    (meters)    2608.     (feet)  VERTCON   
 CB0962  ___________________________________________________________________
 CB0962  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CB0962  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0962
 CB0962  HORZ ORDER  -  THIRD
 CB0962  VERT ORDER  -  THIRD ? (See Below)
 CB0962
 CB0962.The horizontal coordinates were established by classical geodetic methods
 CB0962.and adjusted by the National Geodetic Survey in February 1996..
 CB0962
 CB0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0962.The vertical order pertains to the NGVD 29 superseded value.
 CB0962
 CB0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0962
 CB0962.The geoid height was determined by GEOID03.
 CB0962
 CB0962;                    North         East     Units Scale Factor Converg.
 CB0962;SPC TX C     - 3,195,570.149   598,878.134   MT  0.99990917   -0 32 52.3
 CB0962;SPC TX C     -10,484,133.06  1,964,819.34   sFT  0.99990917   -0 32 52.3
 CB0962;UTM  14      - 3,479,354.165   272,159.238   MT  1.00024032   -1 15 01.3
 CB0962
 CB0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0962!SPC TX C     -   0.99987897  x   0.99990917  =   0.99978815
 CB0962!UTM  14      -   0.99987897  x   1.00024032  =   1.00011926
 CB0962
 CB0962:                Primary Azimuth Mark                     Grid Az
 CB0962:SPC TX C     -  STILES SECONDARY                         267 44 38.3
 CB0962:UTM  14      -  STILES SECONDARY                         268 26 47.3
 CB0962
 CB0962|---------------------------------------------------------------------|
 CB0962| PID    Reference Object                     Distance      Geod. Az  |
 CB0962|                                                           dddmmss.s |
 CB0962| CB0964 STILES SECONDARY                    APPROX.17.6 KM 2671146.0 |
 CB0962|---------------------------------------------------------------------|
 CB0962
 CB0962                          SUPERSEDED SURVEY CONTROL
 CB0962
 CB0962  NAD 83(1986)-  31 25 35.33978(N)    101 23 49.29104(W) AD(       ) 3
 CB0962  NAD 27      -  31 25 34.81413(N)    101 23 47.86187(W) AD(       ) 3
 CB0962  NGVD 29 (07/19/86)  794.7    (m)         2607.     (f) LEVELING    3  
 CB0962
 CB0962.Superseded values are not recommended for survey control.
 CB0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0962.See file dsdata.txt to determine how the superseded data were derived.
 CB0962
 CB0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV7215979354(NAD 83)
 CB0962
 CB0962  HISTORY     - Date     Condition        Report By
 CB0962  HISTORY     - UNK      MONUMENTED
 CB0962  HISTORY     - 1970     GOOD             USGS
 CB0962
 CB0962                          STATION DESCRIPTION
 CB0962
 CB0962'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0962'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0962'
 CB0962'TO REACH STATION FROM U.S. HIGHWAY 67, IN BIG LAKE, PROCEED N. ALONG
 CB0962'STATE HIGHWAY 137 FOR 12.1 MI. TO JUNCTION, CONTINUE N. ON RANCH
 CB0962'ROAD 33 6.7 MI., TURN RIGHT AND GO E. 4.5 MI. ON OIL FIELD RD. TO
 CB0962'RD. CROSSING ON TOP OF RIDGE, TURN RIGHT AND CONTINUE SSE. ON TRACK
 CB0962'RD. 1.9 MI., TURN RIGHT AND CONTINUE DUE S. CROSS COUNTRY 1.1 MI.
 CB0962'TO STATION SITE.  THE STATION IS 8 FT. S. OF A STEEL WITNESS POST.
 CB0962'
 CB0962'STATION MARK--STANDARD ALUMINUM TABLET, SET IN TOP OF ROCK, AND
 CB0962'STAMPED ---TEXAS---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0927 ***********************************************************************
 CB0927  DESIGNATION -  CONCHO RESET
 CB0927  PID         -  CB0927
 CB0927  STATE/COUNTY-  TX/COKE
 CB0927  USGS QUAD   -  BROOME (1972)
 CB0927
 CB0927                         *CURRENT SURVEY CONTROL
 CB0927  ___________________________________________________________________
 CB0927* NAD 83(1993)-  31 47 12.96293(N)    100 49 15.79700(W)     ADJUSTED  
 CB0927* NAVD 88     -       789.     (meters)    2589.     (feet)  SCALED    
 CB0927  ___________________________________________________________________
 CB0927  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CB0927  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CB0927
 CB0927  HORZ ORDER  -  SECOND
 CB0927
 CB0927.The horizontal coordinates were established by classical geodetic methods
 CB0927.and adjusted by the National Geodetic Survey in February 1996..
 CB0927
 CB0927.The orthometric height was scaled from a topographic map.
 CB0927
 CB0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0927
 CB0927.The geoid height was determined by GEOID03.
 CB0927
 CB0927;                    North         East     Units Scale Factor Converg.
 CB0927;SPC TX C     - 3,235,152.573   653,808.697   MT  0.99997553   -0 15 04.3
 CB0927;SPC TX C     -10,613,996.40  2,145,037.37   sFT  0.99997553   -0 15 04.3
 CB0927;UTM  14      - 3,518,262.983   327,582.053   MT  0.99996665   -0 57 34.2
 CB0927
 CB0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0927!SPC TX C     -   0.99987996  x   0.99997553  =   0.99985549
 CB0927!UTM  14      -   0.99987996  x   0.99996665  =   0.99984661
 CB0927
 CB0927:                Primary Azimuth Mark                     Grid Az
 CB0927:SPC TX C     -  CONCHO AZ MK                             012 24 06.3
 CB0927:UTM  14      -  CONCHO AZ MK                             013 06 36.2
 CB0927
 CB0927|---------------------------------------------------------------------|
 CB0927| PID    Reference Object                     Distance      Geod. Az  |
 CB0927|                                                           dddmmss.s |
 CB0927| CV4616 CONCHO AZ MK                                       0120902.0 |
 CB0927| CV4618 CONCHO RM 2                           9.581 METERS 03500     |
 CB0927| CV4617 CONCHO RM 1                          10.302 METERS 12033     |
 CB0927|---------------------------------------------------------------------|
 CB0927
 CB0927                          SUPERSEDED SURVEY CONTROL
 CB0927
 CB0927  NAD 83(1986)-  31 47 12.97012(N)    100 49 15.78323(W) AD(       ) 2
 CB0927  NAD 27      -  31 47 12.45200(N)    100 49 14.39500(W) AD(       ) 2
 CB0927
 CB0927.Superseded values are not recommended for survey control.
 CB0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0927.See file dsdata.txt to determine how the superseded data were derived.
 CB0927
 CB0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA2758218263(NAD 83)
 CB0927_MARKER: DD = SURVEY DISK
 CB0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0927
 CB0927  HISTORY     - Date     Condition        Report By
 CB0927  HISTORY     - 1943     MONUMENTED       USGS
 CB0927  HISTORY     - 1947     GOOD             LOCSUR
 CB0927  HISTORY     - 1972     GOOD             USGS
 CB0927
 CB0927                          STATION DESCRIPTION
 CB0927
 CB0927'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (PLB)
 CB0927'STATION IS ABOUT 10.5 MILES ESE OF STERLING CITY, 10 MILES
 CB0927'NW OF WATER VALLEY, AND ABOUT 2 MILES NE OF U.S. HIGHWAY 87
 CB0927'ON THE SUMMIT OF PRAIRIE MOUNTAIN.  THE OLD STATION MARK WAS
 CB0927'RECOVERED, A FLAT-TOP STONE WITH A SMALL CROSS AND THE LETTERS
 CB0927'U.S.G.S. CUT IN THE SURFACE, AND IS PROBABLY IN THE ORIGINAL
 CB0927'POSITION.  THE POINT WAS REMARKED.
 CB0927'IT IS 0.2 MILE S OF A WINDMILL, 70 PACES E OF THE ROAD
 CB0927'AT A POINT WHERE THE ROAD PASSES A SMALL MESQUITE TREE WITH
 CB0927'A TRIANGULAR BLAZE ON THE SW SIDE.  THE MARK PROJECTS ABOUT
 CB0927'6 INCHES, AND IS STAMPED CONCHO USGS 1884 1943.
 CB0927'
 CB0927'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE BRONZE DISKS
 CB0927'SET IN THE TOP OF CONCRETE POSTS.
 CB0927'
 CB0927'ALL MARKS ARE STAMPED CONCHO USGS 1884 1943.  REFERENCE MARKS
 CB0927'ALSO STAMPED WITH THEIR RESPECTIVE NUMBER.
 CB0927'
 CB0927'REFERENCE MARK 1 IS S OF THE STATION, AND PROJECTS ABOUT
 CB0927'2 INCHES.
 CB0927'
 CB0927'REFERENCE MARK 2 IS E OF THE STATION, AND PROJECTS ABOUT 2
 CB0927'INCHES.
 CB0927'
 CB0927'AZIMUTH MARK IS NE OF THE STATION, SET IN A LONG STRIP OF
 CB0927'OUTCROPPING BEDROCK, 75 FEET N OF THE HEAD OF THE DRAW, AND
 CB0927'0.1 MILE E OF WINDMILL AND TANK.  IT IS A BRONZE AZIMUTH DISK.
 CB0927'
 CB0927'TO REACH FROM THE WATER VALLEY POST OFFICE, GO NW ON U.S.
 CB0927'HIGHWAY 87 FOR 9.5 MILES TO A STORE ON THE LEFT AND A DIRT
 CB0927'ROAD ON THE RIGHT.  TURN RIGHT ACROSS THE RAILROAD AND FOLLOW
 CB0927'MAIN ROAD FOR 0.15 MILE TO BOARD GATE.  PASS THROUGH GATE SE
 CB0927'OF WHITE RANCH-HOUSE AND GO 0.1 MILE TO RED BARN.  BEAR LEFT
 CB0927'ALONG THE SIDE OF A CORRAL 0.1 MILE TO A RED BOARD GATE.
 CB0927'GO THROUGH GATE AND KEEP RIGHT FORK STRAIGHT AHEAD FOR 0.6
 CB0927'MILE TO GATE.  PASS THROUGH GATE AND TAKE LEFT FORK, MAIN
 CB0927'ROAD, 1.25 MILES TO GATE S OF WINDMILL.  PASS THROUGH GATE
 CB0927'AND CONTINUE STRAIGHT AHEAD UP A DRAW FOR 0.4 MILE TO TOP
 CB0927'OF RIDGE.  TURN RIGHT ALONG THE TOP OF THE RIDGE ON DIM
 CB0927'ROAD FOR 0.2 MILE TO A TRIANGULAR BLAZE ON A SMALL TREE.
 CB0927'TURN RIGHT 65 PACES TO STATION.
 CB0927'
 CB0927'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CB0927
 CB0927                          STATION RECOVERY (1947)
 CB0927
 CB0927'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (DDG)
 CB0927'STATION IS IN GOOD CONDITION.  REFERENCE AND AZIMUTH MARKS
 CB0927'WERE NOT RECOVERED. BY GEN GEO CO.
 CB0927
 CB0927                          STATION RECOVERY (1972)
 CB0927
 CB0927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (CFL)
 CB0927'TO REACH FROM THE STRINGER RANCH AT BROOME, TEXAS GO E THROUGH
 CB0927'METAL GATE ABOUT 300 FT. S. OF RANCH HOUSE AND ABOUT 500 FT
 CB0927'E OF THE BROOME STORE.  THENCE E. ABOUT 150 FT. TO A RD. ON
 CB0927'RIGHT.  THENCE SE 0.3 MI. TO Y-RD TAKE LEFT FORK 0.2 MI. TO
 CB0927'Y-RD., TAKE LEFT FORK.  THENCE 0.3 MI. TO A GATE AND X-RDS.,
 CB0927'CONTINUE STRAIGHT AHEAD, NE, 1.1 MI. TO Y-RD. IN SADDLE, TAKE
 CB0927'LEFT FORK.  THENCE GO 0.25 MI. TO GATE ABOUT 200 FT. SW OF
 CB0927'A WINDMILL.  THENCE FOLLOW RD. UP DRAW, NW, 0.35 MI. TO
 CB0927'SADDLE.  THENCE GO N ALONG RIDGE 0.25 MI.  THENCE LEAVE RD. AND
 CB0927'GO E ABOUT 0.07 MI. TO THE STATION, ABOUT 50 FT. W OF
 CB0927'ANOTHER RD., AND ABOUT 0.3 MI. S OF A WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2768 ***********************************************************************
 BY2768  DESIGNATION -  CONCORD
 BY2768  PID         -  BY2768
 BY2768  STATE/COUNTY-  TX/ANDERSON
 BY2768  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2768
 BY2768                         *CURRENT SURVEY CONTROL
 BY2768  ___________________________________________________________________
 BY2768* NAD 83(1993)-  31 49 48.46697(N)    095 38 49.17206(W)     ADJUSTED  
 BY2768* NAVD 88     -       214.5    (meters)     704.     (feet)  VERTCON   
 BY2768  ___________________________________________________________________
 BY2768  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 BY2768  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BY2768
 BY2768  HORZ ORDER  -  FIRST
 BY2768
 BY2768.The horizontal coordinates were established by classical geodetic methods
 BY2768.and adjusted by the National Geodetic Survey in February 1996..
 BY2768
 BY2768.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2768
 BY2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2768
 BY2768.The geoid height was determined by GEOID03.
 BY2768
 BY2768;                    North         East     Units Scale Factor Converg.
 BY2768;SPC TX C     - 3,249,184.191 1,143,504.213   MT  0.99998614   +2 24 49.5
 BY2768;SPC TX C     -10,660,031.80  3,751,646.74   sFT  0.99998614   +2 24 49.5
 BY2768;UTM  15      - 3,524,660.476   249,477.739   MT  1.00037411   -1 23 48.3
 BY2768
 BY2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2768!SPC TX C     -   0.99997043  x   0.99998614  =   0.99995657
 BY2768!UTM  15      -   0.99997043  x   1.00037411  =   1.00034453
 BY2768
 BY2768:                Primary Azimuth Mark                     Grid Az
 BY2768:SPC TX C     -  CAMP                                     143 11 07.0
 BY2768:UTM  15      -  CAMP                                     146 59 44.8
 BY2768
 BY2768|---------------------------------------------------------------------|
 BY2768| PID    Reference Object                     Distance      Geod. Az  |
 BY2768|                                                           dddmmss.s |
 BY2768| BY2775 CAMP                                APPROX.18.4 KM 1453556.5 |
 BY2768| CV8285 CONCORD RM                           65.140 METERS 21457     |
 BY2768|---------------------------------------------------------------------|
 BY2768
 BY2768                          SUPERSEDED SURVEY CONTROL
 BY2768
 BY2768  NAD 83(1986)-  31 49 48.47646(N)    095 38 49.15592(W) AD(       ) 1
 BY2768  NAD 27      -  31 49 47.87000(N)    095 38 48.31100(W) AD(       ) 1
 BY2768  NGVD 29 (07/19/86)  214.5    (m)          704.     (f) VERT ANG       
 BY2768
 BY2768.Superseded values are not recommended for survey control.
 BY2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2768.See file dsdata.txt to determine how the superseded data were derived.
 BY2768
 BY2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR4947824660(NAD 83)
 BY2768_MARKER: DS = TRIANGULATION STATION DISK
 BY2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2768
 BY2768  HISTORY     - Date     Condition        Report By
 BY2768  HISTORY     - 1919     MONUMENTED       CGS
 BY2768  HISTORY     - 1935     GOOD             CGS
 BY2768  HISTORY     - 1937     GOOD             TXHD
 BY2768  HISTORY     - 1939     GOOD             USE
 BY2768  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2768
 BY2768                          STATION DESCRIPTION
 BY2768
 BY2768'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY2768'STATION IS ABOUT 4-3/4 MILES E OF N FROM PALESTINE, 65 METERS
 BY2768'(213 FEET) E OF THE PALESTINE-CONCORD ROAD, ON TOP OF A
 BY2768'LONG FLAT HILL GROWN-UP PRINCIPALLY IN OAK AND HICKORY, AND
 BY2768'OPPOSITE A TENANT HOUSE AND CULTIVATED FIELD WHICH ARE
 BY2768'ON THE W SIDE OF THE ROAD.  LAND IS OWNED BY JUDGE GARDNER
 BY2768'OF PALESTINE.  LONG HILL ON WHICH STATION IS LOCATED IS ABOUT
 BY2768'2-1/2 MILES N OF WHERE ROAD FORKS, ONE ROAD LEADING TO CONCORD,
 BY2768'AND THE OTHER TO MIDDLE ATHENS.
 BY2768'
 BY2768'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY2768'DISKS SET IN CONCRETE.
 BY2768'
 BY2768'REFERENCE MARK IS PLACED 4 METERS (13 FEET) E OF CENTER OF
 BY2768'ROAD AND JUST IN EDGE OF WOODS.  IT IS 65.14 METERS (213.7
 BY2768'FEET) FROM STATION S 55 DEG 03 MIN W.  ELEVATION
 BY2768'OF STATION, 214.5 METERS (704 FEET).
 BY2768
 BY2768                          STATION RECOVERY (1935)
 BY2768
 BY2768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2768'THIS STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 BY2768'THE EXISTING TIES ARE ADEQUATE AND ARE ALL THAT ARE AVAILABLE.
 BY2768'
 BY2768'THE REFERENCE MARK WAS RECOVERED AND WAS FOUND DUG OUT OF
 BY2768'THE GROUND.  THIS REFERENCE MARK IS A STANDARD BRONZE DISK
 BY2768'SET IN A HEMISPHERICAL MASS OF CONCRETE AND IS NOW LAYING
 BY2768'ON TOP OF THE GROUND ABOUT 18 FEET E OF THE CENTER OF THE
 BY2768'PALESTINE-CONCORD ROAD, AND ABOUT 12 FEET S OF A POINT DIRECTLY
 BY2768'OPPOSITE A LARGE TREE STANDING NEXT TO S SIDE OF THE DESCRIBED
 BY2768'NEGRO TENANT HOUSE.
 BY2768'
 BY2768'TO REACH THIS STATION FROM PALESTINE, TAKE THE PALESTINE-CONCORD
 BY2768'ROAD.  PASS THE COUNTRY CLUB ROAD AND TAKE THE NEXT RIGHT
 BY2768'HAND TURN.  THIS TURN IS THE FORK OF THE ROADS DESCRIBED
 BY2768'IN THE ORIGINAL DESCRIPTION.  FOLLOW STRAIGHT ROAD 2.2 MILES
 BY2768'FROM FORK TO HOUSE ON LEFT SIDE OF THE ROAD.  WALK
 BY2768'DIRECTLY ACROSS FROM HOUSE INTO WOODS ON E SIDE OF ROAD
 BY2768'TO STATION.
 BY2768
 BY2768                          STATION RECOVERY (1937)
 BY2768
 BY2768'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BY2768'STATION MARK RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BY2768'REFERENCE MARK HAS BEEN REMOVED FROM GROUND.  IT WAS FOUND
 BY2768'ON BACK SIDE OF DRAINAGE DITCH ALONG ROADWAY.
 BY2768'
 BY2768'STATION IS REACHED BY GOING 5.3 MILES FROM THE INTERSECTION
 BY2768'OF THE OLD CONCORD-PALESTINE ROAD AND STATE HIGHWAY 43 IN
 BY2768'A NORTHWESTERLY DIRECTION.  IT IS FOUND AT THE END OF THIS
 BY2768'COURSE ON THE RIGHT SIDE OF ROAD DIRECTLY ACROSS FROM AN
 BY2768'ABANDONED TENANT FARMHOUSE.
 BY2768
 BY2768                          STATION RECOVERY (1939)
 BY2768
 BY2768'RECOVERY NOTE BY US ENGINEERS 1939
 BY2768'STATION IN GOOD CONDITION, BUT REFERENCE MARK DESTROYED
 BY2768'BY ROAD IMPROVEMENTS, CONCRETE BLOCK FOUND OVERTURNED NEAR
 BY2768'SIDE OF ROAD. TENANT HOUSE IN DESCRIPTION HAS BEEN
 BY2768'REMOVED OR BURNED, BUT TRACES OF FOUNDATION CAN STILL BE
 BY2768'FOUND.
 BY2768
 BY2768                          STATION RECOVERY (2002)
 BY2768
 BY2768'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1390 ***********************************************************************
 BZ1390  DESIGNATION -  CONCORD
 BZ1390  PID         -  BZ1390
 BZ1390  STATE/COUNTY-  TX/LEON
 BZ1390  USGS QUAD   -  ROBBINS (1982)
 BZ1390
 BZ1390                         *CURRENT SURVEY CONTROL
 BZ1390  ___________________________________________________________________
 BZ1390* NAD 83(1993)-  31 15 58.90722(N)    096 04 25.11470(W)     ADJUSTED  
 BZ1390* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 BZ1390  ___________________________________________________________________
 BZ1390  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 BZ1390  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BZ1390
 BZ1390  HORZ ORDER  -  FIRST
 BZ1390
 BZ1390.The horizontal coordinates were established by classical geodetic methods
 BZ1390.and adjusted by the National Geodetic Survey in February 1996..
 BZ1390
 BZ1390.The orthometric height was scaled from a topographic map.
 BZ1390
 BZ1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1390
 BZ1390.The geoid height was determined by GEOID03.
 BZ1390
 BZ1390;                    North         East     Units Scale Factor Converg.
 BZ1390;SPC TX C     - 3,185,100.859 1,105,540.626   MT  0.99989239   +2 11 38.4
 BZ1390;SPC TX C     -10,449,785.07  3,627,094.54   sFT  0.99989239   +2 11 38.4
 BZ1390;UTM  14      - 3,462,817.502   778,644.523   MT  1.00055780   +1 31 11.3
 BZ1390;UTM  15      - 3,463,199.143   207,324.971   MT  1.00065670   -1 35 47.1
 BZ1390
 BZ1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1390!SPC TX C     -   0.99997617  x   0.99989239  =   0.99986856
 BZ1390!UTM  14      -   0.99997617  x   1.00055780  =   1.00053395
 BZ1390!UTM  15      -   0.99997617  x   1.00065670  =   1.00063285
 BZ1390
 BZ1390:                Primary Azimuth Mark                     Grid Az
 BZ1390:SPC TX C     -  CONCORD AZ MK                            151 40 44.4
 BZ1390:UTM  14      -  CONCORD AZ MK                            152 21 11.5
 BZ1390:UTM  15      -  CONCORD AZ MK                            155 28 09.9
 BZ1390
 BZ1390|---------------------------------------------------------------------|
 BZ1390| PID    Reference Object                     Distance      Geod. Az  |
 BZ1390|                                                           dddmmss.s |
 BZ1390| CV8286 CONCORD AZ MK                                      1535222.8 |
 BZ1390| CV8287 CONCORD RM 1                         43.980 METERS 17647     |
 BZ1390| CV8288 CONCORD RM 2                         37.719 METERS 28114     |
 BZ1390|---------------------------------------------------------------------|
 BZ1390
 BZ1390                          SUPERSEDED SURVEY CONTROL
 BZ1390
 BZ1390  NAD 83(1986)-  31 15 58.92038(N)    096 04 25.09380(W) AD(       ) 1
 BZ1390  NAD 27      -  31 15 58.27300(N)    096 04 24.23300(W) AD(       ) 1
 BZ1390
 BZ1390.Superseded values are not recommended for survey control.
 BZ1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1390.See file dsdata.txt to determine how the superseded data were derived.
 BZ1390
 BZ1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV7864562818(NAD 83)
 BZ1390_MARKER: DS = TRIANGULATION STATION DISK
 BZ1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1390
 BZ1390  HISTORY     - Date     Condition        Report By
 BZ1390  HISTORY     - 1935     MONUMENTED       CGS
 BZ1390  HISTORY     - 1937     GOOD             TXHD
 BZ1390  HISTORY     - 1965     GOOD             USGS
 BZ1390  HISTORY     - 1969     GOOD             CGS
 BZ1390  HISTORY     - 1981     GOOD             NGS
 BZ1390  HISTORY     - 1998     MARK NOT FOUND   NGS
 BZ1390
 BZ1390                          STATION DESCRIPTION
 BZ1390
 BZ1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BZ1390'THIS STATION IS ABOUT 7 MILES W OF CENTERVILLE, 9 MILES NW OF
 BZ1390'LEONA AND 14 MILES S OF BUFFALO, ON LAND OWNED BY MRS. RUTHA
 BZ1390'WORNS, OF JEWETT.  MARK IS SET ON THE RIGHT SIDE OF NARROW
 BZ1390'DIRT ROAD, 37 FEET N OF POINT WHERE ROAD TURNS W, 20 FEET S
 BZ1390'OF 20-INCH OAK TREE WITH TRIANGULAR BLAZE, 33 FEET SW OF
 BZ1390'FENCE CORNER, 39 FEET NW OF LOG SHED.  THE MARK PROJECTS
 BZ1390'6 INCHES.
 BZ1390'
 BZ1390'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BZ1390'BRONZE DISKS SET IN CONCRETE.
 BZ1390'
 BZ1390'REFERENCE MARK NO. 1 IS SSE OF THE STATION, IN THE N-S FENCE
 BZ1390'LINE, 15 FEET E OF THE CENTER LINE OF ROAD, MARK PROJECTS
 BZ1390'8 INCHES.  REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT
 BZ1390'N OF THE FENCE LINE, 8 FEET S OF THE CENTER LINE OF THE ROAD,
 BZ1390'8 FEET SE OF A 20-INCH OAK, 60 FEET ENE OF LOG HOUSE, MARK
 BZ1390'PROJECTS 10 INCHES.
 BZ1390'
 BZ1390'AZIMUTH MARK IS SE OF THE STATION, IN THE SE CORNER OF A
 BZ1390'CULTIVATED FIELD, 1 FOOT W OF THE FENCE LINE, 12 FEET N OF
 BZ1390'A 2-FOOT OAK TREE IN FENCE CORNER, 45 PACES N OF WOODS ROAD,
 BZ1390'MARK PROJECTS 8 INCHES.
 BZ1390'
 BZ1390'TO REACH STATION FROM CENTERVILLE, GO W FROM THE SW CORNER
 BZ1390'OF THE COURTHOUSE ON DIRT ROAD, 4.7 MILES TO CROSSROADS AT
 BZ1390'OLD BRIDGE, TURN RIGHT 0.5 MILE TO HOUSE ON RIGHT AND WIRE
 BZ1390'GATE, CONTINUE THROUGH WIRE GATE AND GO 1.6 MILES TO STATION ON
 BZ1390'RIGHT.
 BZ1390'
 BZ1390'A 77-FOOT TOWER WAS USED.
 BZ1390'
 BZ1390'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 BZ1390
 BZ1390                          STATION RECOVERY (1937)
 BZ1390
 BZ1390'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1390'DESCRIPTION IN ERROR.  TO REACH STATION FROM CENTERVILLE,
 BZ1390'GO W FROM SW CORNER OF COURTHOUSE ON DIRT ROAD FOR 4.70 MILES
 BZ1390'TO A CROSS ROAD AT AN OLD BRIDGE, TURN RIGHT ON SANDY ROAD
 BZ1390'(OLD JEWETT-LEONA ROAD) AND GO 2 MILES TO STATION ON THE RIGHT,
 BZ1390'LOCATED 300 FEET OFF THE ROAD AND 39 FEET NW OF LOG SHED.
 BZ1390'
 BZ1390'THIS PROPERTY UPON WHICH THE MARKER IS LOCATED IS OWNED BY
 BZ1390'MR. W.A. SIMPSON, NOT MRS. RUTHA WORNS OF JEWETT.
 BZ1390
 BZ1390                          STATION RECOVERY (1965)
 BZ1390
 BZ1390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ1390'STATION IS ABOUT 7 MILES W OF CENTERVILLE, 14 MILES S OF
 BZ1390'BUFFALO, 128 FEET SSE OF THE SE CORNER OF THE SOUTH SALEM
 BZ1390'CHURCH AT A T-ROAD SOUTH, 8 FEET N OF THE CENTER OF ROAD.
 BZ1390'
 BZ1390'TO REACH FROM CENTERVILLE, GO 5.0 MILES W FROM COURTHOUSE
 BZ1390'ALONG STATE HWY 7 TO A ROAD JUNCTION (0.2 MILE W OF REDLAND
 BZ1390'CHURCH), TURN RIGHT ON SANDY ROAD AND GO 1.9 MILES TO SOUTH
 BZ1390'SALEM CHURCH AND STATION.
 BZ1390'
 BZ1390'THE STATION IS A STANDARD DISK SET IN TOP OF A CONCRETE POST
 BZ1390'PROJECTING 0.5 FEET AND STAMPED CONCORD 1935.
 BZ1390'
 BZ1390'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 BZ1390'W OF CENTERVILLE
 BZ1390
 BZ1390                          STATION RECOVERY (1969)
 BZ1390
 BZ1390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BZ1390'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION
 BZ1390'IS VERY POOR AND A NEW ONE FOLLOWS.
 BZ1390'
 BZ1390'THE STATION IS ABOUT 6 MILES WEST OF CENTERVILLE AND 14 MILES
 BZ1390'SOUTH OF BUFFALO.  IT IS 69 FEET SOUTHWEST OF A FENCE CORNER,
 BZ1390'128 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SOUTH SALEM
 BZ1390'CHURCH, 21 FEET NORTHWEST OF A ROAD FORK, 20 FEET SOUTH OF A
 BZ1390'30 INCH OAK TREE, 8 FEET NORTH OF THE CENTER LINE OF A SAND
 BZ1390'ROAD AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  THE
 BZ1390'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CONCORD
 BZ1390'1935.
 BZ1390'
 BZ1390'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND
 BZ1390'INTERSTATE HIGHWAY 45 AT THE WEST EDGE OF CENTERVILLE, GO
 BZ1390'WESTERLY ON HIGHWAY 7 FOR 4.0 MILES TO THE REDLAND BAPTIST
 BZ1390'CHURCH ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 71 FOR 0.2 MILE
 BZ1390'TO A SAND ROAD RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON THE
 BZ1390'SAND ROAD FOR 1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 BZ1390'CONTINUE ON THE ROAD FOR 0.05 MILE TO A ROAD FORK.  TAKE
 BZ1390'THE RIGHT FORK AND GO NORTH FOR 0.1 MILE TO THE CHURCH AND
 BZ1390'THE STATION.
 BZ1390'
 BZ1390'REFERENCE MARK 1 IS 18 FEET NORTHEAST OF A 7 INCH OAK TREE
 BZ1390'AND 15 FEET EAST OF THE CENTER LINE OF THE SAND ROAD.  THE
 BZ1390'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CONCORD
 BZ1390'NO 1 1935.
 BZ1390'
 BZ1390'REFERENCE MARK 2 IS 36 FEET SOUTHEAST OF A FENCE CORNER, 15
 BZ1390'FEET NORTHEAST OF A 40 INCH OAK TREE AND 8 FEET SOUTH OF THE
 BZ1390'CENTER LINE OF THE SAND ROAD.  THE MONUMENT PROJECTS 6 INCHES
 BZ1390'AND THE DISK IS STAMPED CONCORD NO 2 1935.
 BZ1390'
 BZ1390'THE AZIMUTH MARK IS 100 FEET NORTHEAST OF THE CENTER LINE OF THE
 BZ1390'ROAD, 86 FEET NORTHEAST OF A FENCE, 38 FEET NORTH OF A 10
 BZ1390'INCH OAK TREE AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 BZ1390'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED CONCORD
 BZ1390'AZI 1935.
 BZ1390'
 BZ1390'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BZ1390'
 BZ1390'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST
 BZ1390'OF CENTERVILLE
 BZ1390
 BZ1390                          STATION RECOVERY (1981)
 BZ1390
 BZ1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RM)
 BZ1390'STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 BZ1390'THE 1969 TO REACH IS ADEQUATE.  A NEW DESCRIPTIVE TEXT FOLLOWS.
 BZ1390'
 BZ1390'STATION OCCUPIED FOR ASTRO PURPOSES ONLY ON THIS DATE---03-12-81.
 BZ1390'STATION MARK BEAR 115 DEGREES 19 MINUTES FROM NORTH IN AZIMUTH AND
 BZ1390'17.51 METERS (57.45 FEET) FROM THE ECCENTRIC ASTRO SETUP.
 BZ1390'
 BZ1390'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 BZ1390'STAMPED ---CONCORD 1935--- SET INTO THE TOP OF A SQUARE CONCRETE
 BZ1390'MONUMENT 25.4 CM (10 INCHES) ON SIDE PROJECTING 5.1 CM (2 INCHES)
 BZ1390'ABOVE THE GROUND LOCATED 39.0 METERS (128.0 FEET) SSE FROM SOUTHEAST
 BZ1390'CORNER CHURCH, 10.1 METERS (33.0 FEET) SE FROM WEST ONE OF THREE OAK
 BZ1390'TREES, 2.7 METERS (20.0 FEET) S FROM EAST ONE
 BZ1390'OF THREE OAK TREES, 2.7 METERS (9.0 FEET) N FROM CENTER SAND ROAD,
 BZ1390'AND 0.15 METERS (0.5 FEET) E FROM METAL
 BZ1390'WITNESS POST.
 BZ1390'
 BZ1390'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 BZ1390'NOS) DISK STAMPED ---CONCORD NO 1 1935--- SET INTO THE TOP OF A
 BZ1390'SQUARE CONCRETE MONUMENT 25.4 CM (10 INCHES) ON SIDE PROJECTING 15.
 BZ1390'CM (6 INCHES) ABOVE THE GROUND LOCATED 4.1 METERS
 BZ1390'(135.0 FEET) S FROM CENTER SAND ROAD AND 25.0 METERS (82.0
 BZ1390'FEET) SW FROM SOUTHEAST ONE OF TWO LARGE OAK TREES.
 BZ1390'
 BZ1390'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 BZ1390'NOS) DISK STAMPED ---CONCORD NO 2 1935--- SET INTO THE TOP OF A
 BZ1390'SQUARE CONCRETE MONUMENT 25.4 CM (10 INCHES) ON SIDE PROJECTING 15 CM
 BZ1390'(6 INCHES) ABOVE THE GROUND LOCATED 10.8 METERS (35.5 FEET) SE FROM
 BZ1390'UNDERGRUND TELEPHONE CABLE MARKER, 2.7 METERS (9.0 FEET) S FROM
 BZ1390'CENTER SAND ROAD, AND 0.3 METER (1.0 FOOT) NE FROM LONE HICKORY TREE.
 BZ1390
 BZ1390                          STATION RECOVERY (1998)
 BZ1390
 BZ1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (BES)
 BZ1390'STATION WAS REPORTED BY USGS AS BEING KNOCKED OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3112 ***********************************************************************
 CS3112  DESIGNATION -  CONCORD RESET
 CS3112  PID         -  CS3112
 CS3112  STATE/COUNTY-  TX/JOHNSON
 CS3112  USGS QUAD   -  JOSHUA (1978)
 CS3112
 CS3112                         *CURRENT SURVEY CONTROL
 CS3112  ___________________________________________________________________
 CS3112* NAD 83(1993)-  32 24 27.08350(N)    097 26 29.85656(W)     ADJUSTED  
 CS3112* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 CS3112  ___________________________________________________________________
 CS3112  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 CS3112  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CS3112
 CS3112  HORZ ORDER  -  THIRD
 CS3112
 CS3112.The horizontal coordinates were established by classical geodetic methods
 CS3112.and adjusted by the National Geodetic Survey in February 1996..
 CS3112
 CS3112.The orthometric height was scaled from a topographic map.
 CS3112
 CS3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3112
 CS3112.The geoid height was determined by GEOID03.
 CS3112
 CS3112;                    North         East     Units Scale Factor Converg.
 CS3112;SPC TXNC     - 2,082,656.067   699,556.016   MT  0.99993535   +0 34 38.0
 CS3112;SPC TXNC     - 6,832,847.45  2,295,126.70   sFT  0.99993535   +0 34 38.0
 CS3112;UTM  14      - 3,586,676.296   646,549.650   MT  0.99986484   +0 50 07.2
 CS3112
 CS3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3112!SPC TXNC     -   0.99996132  x   0.99993535  =   0.99989668
 CS3112!UTM  14      -   0.99996132  x   0.99986484  =   0.99982617
 CS3112
 CS3112|---------------------------------------------------------------------|
 CS3112| PID    Reference Object                     Distance      Geod. Az  |
 CS3112|                                                           dddmmss.s |
 CS3112| CX9299 CONCORD RM 1                         38.514 METERS 00656     |
 CS3112| CS3107 JOSHUA MUNICIPAL TANK               APPROX. 7.8 KM 0405012.7 |
 CS3112| CX9302 CONCORD RM 4                         37.829 METERS 07252     |
 CS3112| CS3087 KEENE SW JUNIOR COLLEGE TANK        APPROX.10.8 KM 0960322.7 |
 CS3112| CS3111 CLEBURNE RADIO STA KCLE TOWER       APPROX. 4.9 KM 1203357.4 |
 CS3112| CX9301 CONCORD RM 3                         21.021 METERS 13103     |
 CS3112| CX9298 CONCORD AZ MK 2                                    1313829.3 |
 CS3112| CX9300 CONCORD RM 2                         29.404 METERS 13927     |
 CS3112|---------------------------------------------------------------------|
 CS3112
 CS3112                          SUPERSEDED SURVEY CONTROL
 CS3112
 CS3112  NAD 83(1986)-  32 24 27.08783(N)    097 26 29.83692(W) AD(       ) 3
 CS3112  NAD 27      -  32 24 26.57800(N)    097 26 28.77100(W) AD(       ) 3
 CS3112
 CS3112.Superseded values are not recommended for survey control.
 CS3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3112.See file dsdata.txt to determine how the superseded data were derived.
 CS3112
 CS3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4655086676(NAD 83)
 CS3112_MARKER: DS = TRIANGULATION STATION DISK
 CS3112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3112
 CS3112  HISTORY     - Date     Condition        Report By
 CS3112  HISTORY     - 1960     MONUMENTED       CGS
 CS3112  HISTORY     - 1960     GOOD             USGS
 CS3112  HISTORY     - 1966     GOOD             CGS
 CS3112  HISTORY     - 1976     GOOD             NGS
 CS3112  HISTORY     - 19940328 GOOD             USPSQD
 CS3112  HISTORY     - 19990605 GOOD             USPSQD
 CS3112
 CS3112                          STATION DESCRIPTION
 CS3112
 CS3112'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WCR)
 CS3112'THE SUBSURFACE STATION MARK AND THE TWO REFERENCE MARKS WERE
 CS3112'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 CS3112'DESTROYED AND WAS PREVIOUSLY REPORTED.  THE SURFACE STATION
 CS3112'MARK WAS FOUND PULLED OUT OF THE GROUND AND LYING IN THE
 CS3112'VICINITY.  THE SURFACE MONUMENT WAS REPLACED IN EXACT POSITION
 CS3112'OVER THE SUBSURFACE MARK AND A NEW WITNESS POST WAS SET.
 CS3112'THE DISTANCE TO THE STATION WAS FOUND TO BE 1 MILE IN ERROR.
 CS3112'
 CS3112'TO REACH THE STATION FROM CLEBURNE.  GO NORTH ON THE HIGHWAY
 CS3112'01.7 MILES TO THE JUNCTION OF HIGHWAYS NOS. 171 AND 174.
 CS3112'TAKE THE LEFT FORK WHICH IS HIGHWAY NO. 171 AND GO NORTHWEST
 CS3112'03.8 MILES TO THE STATION ON THE LEFT.
 CS3112'
 CS3112'STATION IS A STANDARD DISK STAMPED CONCORD 1947 IN A CONCRETE
 CS3112'POST PROJECTING ABOUT 4 INCHES, 2 FEET NORTHWEST OF A 4 X 4
 CS3112'WITNESS POST.  IT IS ACROSS THE HIGHWAY, SOUTH FROM THE
 CS3112'ENTRANCE TO THE I.G. KENNON FARM.  R.M. NO. 1 IS A FLUSH
 CS3112'MARK AT THE EDGE OF A CULTIVATED FIELD SE. OF THE STATION.
 CS3112'R.M. NO. 2 IS AT THE WEST SIDE OF THE KENNON LANE AT THE
 CS3112'RAILROAD CROSSING, NORTH ACROSS THE HIGHWAY FROM THE STATION.
 CS3112
 CS3112                          STATION RECOVERY (1960)
 CS3112
 CS3112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CS3112'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED IN 1948.
 CS3112'THE FENCE LINE HAS BEEN REMOVED AND THE STATION IS 11 FEET
 CS3112'NE OF THE FIELD LINE AND THE WITNESS POST IS NOW ONE FOOT
 CS3112'SE OF THE STATION.
 CS3112'
 CS3112'THE 1959 RECOVERY NOTE BY U.S.G.S. IS INCORRECT.  BY CHAINING
 CS3112'FROM BOTH REFERENCE MARKS PROVES THE STATION TO BE IN CORRECT
 CS3112'POSITION.
 CS3112
 CS3112                          STATION RECOVERY (1966)
 CS3112
 CS3112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS3112'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 CS3112'GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CS3112'WERE FOUND TO BE DESTROYED.  ONE NEW REFERENCE MARK AND A
 CS3112'NEW AZIMUTH MARK WERE SET.
 CS3112'
 CS3112'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 6 MILES
 CS3112'SOUTHEAST OF GODLEY, ABOUT 5 MILES NORTHWEST OF CLEBURNE,
 CS3112'ON THE SOUTHWEST RIGHT-OF-WAY OF STATE HIGHWAY 171.
 CS3112'
 CS3112'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171
 CS3112'AND FM HIGHWAY 917 IN GODLEY, GO SOUTHEAST ON STATE HIGHWAY
 CS3112'171 FOR 6.0 MILES TO STATION ON THE RIGHT.
 CS3112'
 CS3112'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHEAST ON THE
 CS3112'HIGHWAY 0.65 MILE TO MARK ON THE LEFT.
 CS3112'
 CS3112'STATION MARK, A STANDARD DISK, STAMPED CONCORD 1948, IS SET IN
 CS3112'A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 CS3112'GROUND.  IT IS 47.5 FEET SOUTHWEST OF THE HIGHWAY CENTER LINE,
 CS3112'34.5 FEET SOUTH OF THE MAIL BOX OF MR. I.G. KENNON, AND 2
 CS3112'FEET EAST OF A METAL WITNESS POST.
 CS3112'
 CS3112'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CONCORD NO 1
 CS3112'1948, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS3112'2 INCHES ABOVE GROUND.  IT IS 34 FEET SOUTHWEST OF THE SOUTHWEST
 CS3112'RAIL OF THE SANTA FE RAILROAD TRACKS, 55 FEET NORTHEAST OF
 CS3112'THE HIGHWAY CENTER LINE, 16 FEET WEST OF A PRIVATE DRIVEWAY,
 CS3112'AND 2 FEET EAST OF A TELEGRAPH POLE.
 CS3112'
 CS3112'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED CONCORD 1948
 CS3112'NO 3 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 CS3112'SURFACE OF GROUND.  IT IS 45 FEET SOUTHWEST OF THE HIGHWAY
 CS3112'CENTER LINE, AND 71 FEET SOUTHEAST OF THE METAL WITNESS POST.
 CS3112'
 CS3112'AZIMUTH MARK, A STANDARD DISK, STAMPED CONCORD 1948 AZ 2
 CS3112'1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS3112'2 INCHES ABOVE SURFACE OF GROUND.  IT IS 54.5 FEET NORTHEAST
 CS3112'OF THE HIGHWAY CENTER LINE, 34 FEET SOUTHWEST OF THE SOUTHWEST
 CS3112'RAIL OF THE RAILROAD TRACKS, 1 FOOT WEST OF TELEGRAPH POLE
 CS3112'NO. 200, AND 1 FOOT EAST OF A METAL WITNESS POST.
 CS3112'
 CS3112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CS3112'NORTHWEST
 CS3112
 CS3112                          STATION RECOVERY (1976)
 CS3112
 CS3112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CS3112'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK 1966,
 CS3112'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3
 CS3112'WAS NOT RECOVERED AND ITS BELIEVED THAT THE MARK HAD BEEN DESTROYED.
 CS3112'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 WAS
 CS3112'VERIFIED.
 CS3112'
 CS3112'REFERENCE MARK NO. 4 WAS ESTABLISHED AT THIS TIME.
 CS3112'
 CS3112'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS3112'
 CS3112'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF CLEBURNE, 5-1/2
 CS3112'MILES SOUTHEAST OF GODLEY, AND ON THE WEST RIGHT-OF-WAY OF STATE
 CS3112'HIGHWAY 171.
 CS3112'
 CS3112'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 171 AND
 CS3112'174, WHICH IS LOCATED ON THE NORTH EDGE OF CLEBURNE.  GO NORTHWEST
 CS3112'ON STATE HIGHWAY 171 FOR 3.1 MILES TO AZIMUTH MARK ON THE RIGHT,
 CS3112'CONTINUE NORTHWEST ON STATE HIGHWAY 171 FOR 0.7 MILE TO MARK ON
 CS3112'THE LEFT AND A DRIVE-WAY ON THE RIGHT, LEADING TO FARM HOUSE.
 CS3112'
 CS3112'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS3112'POST, THAT IS ABOUT 4-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 CS3112'STAMPED CONCORD 1948.  IT IS 47 FEET SOUTHWEST OF THE CENTER-LINE
 CS3112'OF HIGHWAY, 34 FEET SOUTH OF THE TANGENT OF DRIVE-WAY LEADING
 CS3112'NORTH TO FARM HOUSE AND 1-FOOT NORTH OF A METAL WITNESS POST.
 CS3112'
 CS3112'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS3112'CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED CONCORD
 CS3112'NO 1 1948.  IT IS 54 FEET NORTHEAST OF THE CENTER-LINE OF HIGHWAY,
 CS3112'33 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF RAILROAD TRACKS, 15 FEET
 CS3112'NORTHWEST OF THE CENTER OF DRIVE-WAY, 7.4 FEET SOUTHEAST OF A
 CS3112'WARNING SIGN POST FOR BURIED CABLE AND 3 FEET SOUTHEAST OF AN
 CS3112'OUT-LET BOX OF BURIED CABLE.
 CS3112'
 CS3112'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS3112'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED CONCORD
 CS3112'1948 NO 4 1975.  IT IS 122 FEET SOUTHEAST OF THE CENTER OF
 CS3112'DRIVE-WAY, 60 FEET NORTHEAST OF THE CENTER-LINE OF HIGHWAY, 28 FEET
 CS3112'SOUTHWEST OF THE SOUTHWEST RAIL OF RAILROAD TRACKS, 9.6 FEET EAST
 CS3112'OF A OUT-LET BOX OF BURIED CABLE AND 1.6 FEET NORTHWEST OF A METAL
 CS3112'WITNESS POST.
 CS3112'
 CS3112'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 CS3112'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED CONCORD 1948 AZ 2
 CS3112'1966.  IT IS 54 FEET NORTHEAST OF THE CENTER-LINE OF HIGHWAY, 34
 CS3112'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF RAILROAD TRACKS, 11 FEET
 CS3112'NORTHWEST OF A WARNING SIGN POST OF BURIED CABLE, 18 FEET SOUTH
 CS3112'OF METAL WITNESS POST AND 4 FEET NORTH OF A OUT-LET BOX FOR
 CS3112'BURIED CABLE.
 CS3112'
 CS3112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CLEBURNE 5-MILES
 CS3112'NW.
 CS3112
 CS3112                          STATION RECOVERY (1994)
 CS3112
 CS3112'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3112'RECOVERED IN GOOD CONDITION.
 CS3112
 CS3112                          STATION RECOVERY (1999)
 CS3112
 CS3112'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8384 ***********************************************************************
 AH8384  DESIGNATION -  CONDO
 AH8384  PID         -  AH8384
 AH8384  STATE/COUNTY-  TX/NUECES
 AH8384  USGS QUAD   -  ROCKPORT (1979)
 AH8384
 AH8384                         *CURRENT SURVEY CONTROL
 AH8384  ___________________________________________________________________
 AH8384* NAD 83(1993)-  28 06 12.86895(N)    097 01 19.69035(W)     ADJUSTED  
 AH8384* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 AH8384  ___________________________________________________________________
 AH8384  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH8384  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AH8384
 AH8384  HORZ ORDER  -  THIRD
 AH8384
 AH8384.The horizontal coordinates were established by classical geodetic methods
 AH8384.and adjusted by the National Geodetic Survey in August 1998..
 AH8384
 AH8384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8384
 AH8384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8384
 AH8384.The geoid height was determined by GEOID03.
 AH8384
 AH8384;                    North         East     Units Scale Factor Converg.
 AH8384;SPC TX S     - 5,270,856.592   445,234.451   MT  1.00007958   +0 40 15.5
 AH8384;SPC TX S     -17,292,802.00  1,460,740.03   sFT  1.00007958   +0 40 15.5
 AH8384;UTM  14      - 3,110,256.185   694,303.917   MT  1.00006599   +0 55 55.2
 AH8384
 AH8384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8384!SPC TX S     -   1.00000399  x   1.00007958  =   1.00008357
 AH8384!UTM  14      -   1.00000399  x   1.00006599  =   1.00006998
 AH8384
 AH8384                          SUPERSEDED SURVEY CONTROL
 AH8384
 AH8384  NGVD 29 (08/21/98)    1.6    (m)            5.     (f) VERT ANG       
 AH8384
 AH8384.Superseded values are not recommended for survey control.
 AH8384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8384.See file dsdata.txt to determine how the superseded data were derived.
 AH8384
 AH8384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9430410256(NAD 83)
 AH8384_MARKER: DD = SURVEY DISK
 AH8384_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8384_STAMPING: CONDO 1989
 AH8384_MARK LOGO: NOS   
 AH8384_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8384+STABILITY: SURFACE MOTION
 AH8384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8384+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8384
 AH8384  HISTORY     - Date     Condition        Report By
 AH8384  HISTORY     - 1989     MONUMENTED       NOS
 AH8384
 AH8384                          STATION DESCRIPTION
 AH8384
 AH8384'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8384'THE STATION IS LOCATED NEAR THE NE POINT OF THE LIVE OAK PENISULA,
 AH8384'ABOUT 5 MILES NNE OF ROCKPORT, AND APPROXIMATELY 0.7 MILE SE FROM THE
 AH8384'SW END OF TEXAS HIGHWAY 35 BRIDGE OVER COPANO BAY. TO REACH THE
 AH8384'STATION FROM THE SEA GUN MARINA AT THE TOWN OF LAMAR, GO SOUTH TO LIVE
 AH8384'OAK POINT, THEN SW OF POINT TO STATION SITE. THE STATION IS AN
 AH8384'ALUMINUM DISK ATTACHED TO THE TOP OF A ALUMINUM ROD WHICH IN TURN IS
 AH8384'SURROUNDED BY A MASS OF CONCRETE.  IT IS STAMPED ---CONDO---, AND IS
 AH8384'LOCATED APPROXIMATELY 90 METERS WSW FROM LIVE OAK POINT, 4 METERS
 AH8384'NORTH FROM THE MHWL OF ARANSAS BAY, AND 3.5 METERS SOUTH FROM THE EDGE
 AH8384'OF A LAGOON. DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0608 ***********************************************************************
 DP0608  DESIGNATION -  CONE
 DP0608  PID         -  DP0608
 DP0608  STATE/COUNTY-  TX/CROSBY
 DP0608  USGS QUAD   -  CONE (1965)
 DP0608
 DP0608                         *CURRENT SURVEY CONTROL
 DP0608  ___________________________________________________________________
 DP0608* NAD 83(1993)-  33 45 19.21689(N)    101 23 16.65323(W)     ADJUSTED  
 DP0608* NAVD 88     -       953.     (meters)    3127.     (feet)  SCALED    
 DP0608  ___________________________________________________________________
 DP0608  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DP0608  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 DP0608
 DP0608  HORZ ORDER  -  THIRD
 DP0608
 DP0608.The horizontal coordinates were established by classical geodetic methods
 DP0608.and adjusted by the National Geodetic Survey in February 1996..
 DP0608
 DP0608.The orthometric height was scaled from a topographic map.
 DP0608
 DP0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0608
 DP0608.The geoid height was determined by GEOID03.
 DP0608
 DP0608;                    North         East     Units Scale Factor Converg.
 DP0608;SPC TXNC     - 2,235,296.944   332,481.663   MT  0.99994789   -1 34 30.3
 DP0608;SPC TXNC     - 7,333,636.72  1,090,816.92   sFT  0.99994789   -1 34 30.3
 DP0608;UTM  14      - 3,737,590.808   278,822.235   MT  1.00020312   -1 19 38.6
 DP0608
 DP0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0608!SPC TXNC     -   0.99985441  x   0.99994789  =   0.99980231
 DP0608!UTM  14      -   0.99985441  x   1.00020312  =   1.00005750
 DP0608
 DP0608|---------------------------------------------------------------------|
 DP0608| PID    Reference Object                     Distance      Geod. Az  |
 DP0608|                                                           dddmmss.s |
 DP0608| CJ6962 CONE RM 1                            12.254 METERS 00047     |
 DP0608| CJ6961 CONE AZ MK                                         1770116.1 |
 DP0608| CJ6963 CONE RM 2                            12.296 METERS 27347     |
 DP0608| DP0661 PETERSBURG ATT MICRO RELAY MST      APPROX.22.5 KM 2952430.9 |
 DP0608|---------------------------------------------------------------------|
 DP0608
 DP0608                          SUPERSEDED SURVEY CONTROL
 DP0608
 DP0608  NAD 83(1993)-  33 45 19.22384(N)    101 23 16.64995(W) AD(       ) 3
 DP0608  NAD 83(1986)-  33 45 19.22296(N)    101 23 16.64735(W) AD(       ) 3
 DP0608  NAD 27      -  33 45 18.91777(N)    101 23 15.08137(W) AD(       ) 3
 DP0608
 DP0608.Superseded values are not recommended for survey control.
 DP0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0608.See file dsdata.txt to determine how the superseded data were derived.
 DP0608
 DP0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC7882237591(NAD 83)
 DP0608_MARKER: DS = TRIANGULATION STATION DISK
 DP0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0608
 DP0608  HISTORY     - Date     Condition        Report By
 DP0608  HISTORY     - 1964     MONUMENTED       CGS
 DP0608
 DP0608                          STATION DESCRIPTION
 DP0608
 DP0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0608'STATION IS LOCATED, AIRLINE, ABOUT 15-1/2 MILES SOUTH SOUTHWEST OF
 DP0608'FLOYDADA, 5-1/2 MILES NORTH OF RALLS, 3 MILES SOUTH OF CONE, ON THE
 DP0608'WEST SIDE OF U.S. HIGHWAY 62 AND ON THE PROPERTY OF ELLIS HENRY WHO
 DP0608'LIVES AT THE STATION SITE.
 DP0608'
 DP0608'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND FARM
 DP0608'ROAD 193, AT THE SMALL TOWN OF CONE, GO SOUTH ON HIGHWAY 62 FOR 2.85
 DP0608'MILES TO THE STATION ON THE RIGHT, JUST NORTH OF A GREY BRICK
 DP0608'HOUSE.  TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON THE HIGHWAY
 DP0608'FOR 0.45 MILE TO THE MARK ON THE LEFT.
 DP0608'
 DP0608'STATION MARK IS A STANDARD DISK, STAMPED CONE 1964, SET IN TOP OF A
 DP0608'12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 112.2
 DP0608'FEET NORTH OF THE CENTERLINE OF DRIVEWAY TO HOUSE, 75.8 FEET WEST OF
 DP0608'CENTERLINE OF HIGHWAY, 140.7 FEET NORTHEAST OF THE NORTHEAST
 DP0608'CORNER OF GARAGE AND 8.0 FEET SOUTHEAST OF FENCE CORNER POST WITH
 DP0608'WITNESS SIGN ATTACHED.
 DP0608'
 DP0608'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CONE NO 1 1964, SET IN
 DP0608'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND AND AT
 DP0608'ABOUT SAME ELEVATION AS STATION.  IT IS 73.4 FEET WEST OF
 DP0608'CENTERLINE OF HIGHWAY, 34.5 FEET NORTH NORTHEAST OF THE FENCE
 DP0608'CORNER POST, 15.0 FEET SOUTH OF A POWER POLE AND 6.7 FEET EAST OF
 DP0608'THE FENCE LINE.
 DP0608'
 DP0608'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CONE NO 2 1964, SET IN
 DP0608'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND AND AT
 DP0608'ABOUT SAME ELEVATION AS STATION.  IT IS 34.0 FEET WEST OF THE FENCE
 DP0608'CORNER POST, 27.2 FEET EAST NORTHEAST OF POWER POLE LEADING TO THE
 DP0608'HOUSE AND 0.7 FEET SOUTH OF FENCE LINE.
 DP0608'
 DP0608'AZIMUTH MARK IS A STANDARD DISK, STAMPED CONE 1964, SET IN TOP OF A
 DP0608'12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 189.8
 DP0608'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 57.3 FEET EAST
 DP0608'OF THE CENTERLINE OF THE HIGHWAY, 3.8 FEET WEST OF TELEPHONE POLE
 DP0608'AND FENCE LINE AND 2.9 FEET NORTH OF A METAL WITNESS POST.
 DP0608'
 DP0608'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0949 ***********************************************************************
 CD0949  DESIGNATION -  CONE
 CD0949  PID         -  CD0949
 CD0949  STATE/COUNTY-  TX/CULBERSON
 CD0949  USGS QUAD   -  DOME HILL (1973)
 CD0949
 CD0949                         *CURRENT SURVEY CONTROL
 CD0949  ___________________________________________________________________
 CD0949* NAD 83(1993)-  31 20 28.18790(N)    104 23 01.54093(W)     ADJUSTED  
 CD0949* NAVD 88     -      1501.     (meters)    4925.     (feet)  SCALED    
 CD0949  ___________________________________________________________________
 CD0949  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 CD0949  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CD0949
 CD0949  HORZ ORDER  -  FIRST
 CD0949
 CD0949.The horizontal coordinates were established by classical geodetic methods
 CD0949.and adjusted by the National Geodetic Survey in February 1996..
 CD0949
 CD0949.The orthometric height was scaled from a topographic map.
 CD0949
 CD0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0949
 CD0949.The geoid height was determined by GEOID03.
 CD0949
 CD0949;                    North         East     Units Scale Factor Converg.
 CD0949;SPC TX C     - 3,192,643.790   314,674.880   MT  0.99989926   -2 05 10.4
 CD0949;SPC TX C     -10,474,532.17  1,032,395.84   sFT  0.99989926   -2 05 10.4
 CD0949;UTM  13      - 3,467,576.369   558,619.912   MT  0.99964238   +0 19 13.9
 CD0949
 CD0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0949!SPC TX C     -   0.99976802  x   0.99989926  =   0.99966731
 CD0949!UTM  13      -   0.99976802  x   0.99964238  =   0.99941049
 CD0949
 CD0949|---------------------------------------------------------------------|
 CD0949| PID    Reference Object                     Distance      Geod. Az  |
 CD0949|                                                           dddmmss.s |
 CD0949| CH8652 CONE RM 1                             6.597 METERS 11934     |
 CD0949| CH8651 CONE AZ MK                                         1900458.3 |
 CD0949| CH8653 CONE RM 2                             8.594 METERS 21152     |
 CD0949|---------------------------------------------------------------------|
 CD0949
 CD0949                          SUPERSEDED SURVEY CONTROL
 CD0949
 CD0949  NAD 83(1986)-  31 20 28.18909(N)    104 23 01.53854(W) AD(       ) 1
 CD0949  NAD 27      -  31 20 27.71800(N)    104 22 59.80200(W) AD(       ) 1
 CD0949
 CD0949.Superseded values are not recommended for survey control.
 CD0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0949.See file dsdata.txt to determine how the superseded data were derived.
 CD0949
 CD0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ5862067576(NAD 83)
 CD0949_MARKER: DS = TRIANGULATION STATION DISK
 CD0949_SETTING: 66 = SET IN ROCK OUTCROP
 CD0949
 CD0949  HISTORY     - Date     Condition        Report By
 CD0949  HISTORY     - 1943     MONUMENTED       CGS
 CD0949  HISTORY     - 1973     GOOD             USGS
 CD0949
 CD0949                          STATION DESCRIPTION
 CD0949
 CD0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0949'THE STATION IS ON THE HIGHEST POINT OF A HILL WITH A CONE-SHAPED
 CD0949'PEAK, ABOUT 21 MILES (AIRLINE) NW OF KENT AND ABOUT 7 MILES
 CD0949'SE OF THE KNOX AND BREWER RANCH BUILDINGS.
 CD0949'
 CD0949'THE STATION MARK IS A BRONZE STATION DISK SET IN A DRILL
 CD0949'HOLE IN OUTCROPPING BEDROCK, WHICH PROJECTS 3 INCHES ABOVE
 CD0949'GROUND.  IT IS STAMPED CONE 1943.
 CD0949'
 CD0949'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CD0949'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND AND ABOUT
 CD0949'2.5 FEET LOWER THAN THE STATION.  IT IS STAMPED CONE NO 1 1943.
 CD0949'
 CD0949'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CD0949'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND AND ABOUT
 CD0949'3 FEET LOWER THAN THE STATION.  IT IS STAMPED CONE NO 2 1943.
 CD0949'
 CD0949'THE AZIMUTH MARK IS ABOUT 0.7 MILE SSW OF STATION, ABOUT
 CD0949'20 FEET E OF THE CENTER LINE OF ROAD, AND ABOUT 35 FEET S OF A
 CD0949'CEDAR TREE.  IT IS A BRONZE AZIMUTH DISK WEDGED IN A DRILL
 CD0949'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED CONE 1943.
 CD0949'
 CD0949'TO REACH FROM VAN HORN, GO E ON U.S. HIGHWAY 80 7.8 MILES TO
 CD0949'GRADED DIRT ROAD LEFT, ACROSS RAILROAD AT WILD HORSE STATION.
 CD0949'TURN LEFT ON DIRT ROAD AND FOLLOW MAIN-TRAVELED ROAD NE 8.5
 CD0949'MILES TO RANCH HOUSE.  CONTINUE ON MAIN-TRAVELED ROAD 1.5
 CD0949'MILES TO FORKS.  TAKE LEFT FORK ON BLADED ROAD 2.2 MILES TO
 CD0949'RANCH BUILDING, PASS E OF WINDMILL AND CONTINUE ON MAIN-TRAVELED
 CD0949'ROAD 8.8 MILES TO FORKS.  TAKE RIGHT FORK 4.1 MILES TO FORKS,
 CD0949'TAKE LEFT FORK AROUND DIRT TANK FOR 1 MILE TO FORKS.  CONTINUE
 CD0949'STRAIGHT AHEAD ON MAIN-TRAVELED ROAD 2 MILES TO ROAD FORKS
 CD0949'AND GATES.  TAKE LEFT FORK THROUGH GATE 5 MILES TO TRACK ROAD
 CD0949'RIGHT.  TURN SHARP RIGHT ON TRACK ROAD 2.3 MILES TO WINDMILLS
 CD0949'AND CORRALS.  CONTINUE ON MAIN-TRAVELED ROAD E AND S 2.5
 CD0949'MILES, KEEP STRAIGHT AHEAD ON RIGHT FORK 1.4 MILES TO
 CD0949'JUNCTION WITH ROAD FROM LEFT.  CONTINUE STRAIGHT AHEAD 0.2
 CD0949'MILE.  FROM THIS POINT THE STATION IS ABOUT 0.3 MILE ACROSS
 CD0949'COUNTRY TO THE LEFT ON HIGHEST POINT OF HILL.
 CD0949'
 CD0949'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 CD0949'
 CD0949'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CD0949
 CD0949                          STATION RECOVERY (1973)
 CD0949
 CD0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (MNA)
 CD0949'STATION MARK AND REFERENCE MARK RECOVERED IN GOOD CONDITION,
 CD0949'A REVISED DESCRIPTION FOLLOWS--
 CD0949'
 CD0949'TO REACH FROM THE JUNCTION OF STATE HWY. 54 AND FARM ROAD
 CD0949'2185 IN VAN HORN, PROCEED GENERALLY EAST ALONG FARM ROAD
 CD0949'2185 FOR 37.6 MILES TO A Y-RD. EAST LEADING TO THE ELCOR
 CD0949'CHEMICAL CORPORATION, THENCE EAST FOR 4.5 MILES TO SW EDGE
 CD0949'OF ELCOR PLANT, THENCE 1.1 MILE ON SE RD. TO A RAILROAD
 CD0949'CROSSING, THENCE 0.3 MILE TO A Y-FORK, THENCE 0.1 MILE ON SE
 CD0949'RD.  THENCE PACK EAST FOR 0.3 MILE TO HIGHEST POINT OF HILL.
 CD0949'IN OUTCROPPING BEDROCK PROJECTING 3 INCHES.  A STANDARD TABLET
 CD0949'STAMPED CONE 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1394 ***********************************************************************
 AH1394  DESIGNATION -  CONE 1938
 AH1394  PID         -  AH1394
 AH1394  STATE/COUNTY-  TX/KENEDY
 AH1394  USGS QUAD   -  POTRERO CORTADO (1975)
 AH1394
 AH1394                         *CURRENT SURVEY CONTROL
 AH1394  ___________________________________________________________________
 AH1394* NAD 83(1993)-  27 03 11.31727(N)    097 22 47.25047(W)     ADJUSTED  
 AH1394* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AH1394  ___________________________________________________________________
 AH1394  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AH1394  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AH1394
 AH1394  HORZ ORDER  -  THIRD
 AH1394
 AH1394.The horizontal coordinates were established by classical geodetic methods
 AH1394.and adjusted by the National Geodetic Survey in February 1996..
 AH1394
 AH1394.The orthometric height was scaled from a topographic map.
 AH1394
 AH1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1394
 AH1394.The geoid height was determined by GEOID03.
 AH1394
 AH1394;                    North         East     Units Scale Factor Converg.
 AH1394;SPC TX S     - 5,154,103.008   411,120.722   MT  0.99989521   +0 30 30.9
 AH1394;SPC TX S     -16,909,752.95  1,348,818.57   sFT  0.99989521   +0 30 30.9
 AH1394;UTM  14      - 2,993,354.914   660,686.272   MT  0.99991875   +0 44 13.4
 AH1394
 AH1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1394!SPC TX S     -   1.00000177  x   0.99989521  =   0.99989698
 AH1394!UTM  14      -   1.00000177  x   0.99991875  =   0.99992052
 AH1394
 AH1394                          SUPERSEDED SURVEY CONTROL
 AH1394
 AH1394  NAD 83(1986)-  27 03 11.33630(N)    097 22 47.22549(W) AD(       ) 3
 AH1394  NAD 27      -  27 03 10.15100(N)    097 22 46.28400(W) AD(       ) 3
 AH1394
 AH1394.Superseded values are not recommended for survey control.
 AH1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1394.See file dsdata.txt to determine how the superseded data were derived.
 AH1394
 AH1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6068693355(NAD 83)
 AH1394_MARKER: DD = SURVEY DISK
 AH1394_SETTING: 0 = UNSPECIFIED SETTING
 AH1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1394
 AH1394  HISTORY     - Date     Condition        Report By
 AH1394  HISTORY     - 1938     MONUMENTED       CGS
 AH1394  HISTORY     - 1939     GOOD             CGS
 AH1394  HISTORY     - 1946     GOOD             SUNOCO
 AH1394  HISTORY     - 1949     POOR             CGS
 AH1394  HISTORY     - 1951     MARK NOT FOUND   CGS
 AH1394
 AH1394                          STATION DESCRIPTION
 AH1394
 AH1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1394'STATION IS LOCATED ON SAND DUNE THAT HAS A CONICAL SHAPE
 AH1394'FROM N OR S APPROACH AND HAS A ROW OF POSTS IN THE SAND
 AH1394'THAT MIGHT HAVE BEEN FENCE POSTS IN FRONT OF THE DUNE EXTENDING
 AH1394'FROM 75 TO 100 METERS.  THE TOP OF THIS DUNE FROM AN EASTERLY
 AH1394'VIEW DOES NOT LOOK CONICAL BUT APPARENTLY FLAT FOR 25 METERS.
 AH1394'A 16-FOOT SIGNAL WAS BUILT AND STATION MARKED BY A HYDROGRAPHIC
 AH1394'DISK SET IN A LENGTH OF 1 1/2-INCH GALVANIZED-IRON PIPE.
 AH1394'IT IS 2.5 MILES N OF STATION POST, 1.15 MILES N OF STATION
 AH1394'SQUAT, 3.2 MILES S OF KEYHO.
 AH1394'
 AH1394'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 20 FEET.
 AH1394'
 AH1394'LOCATION METHOD--THEODOLITE.
 AH1394'
 AH1394'POSITION COMPUTED FROM TRIANGULATION P.L.B. 1939.
 AH1394
 AH1394                          STATION RECOVERY (1946)
 AH1394
 AH1394'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AH1394'THIS MARK IS IN EXCELLENT CONDITION AND IN A VERY GOOD POSITION.
 AH1394'IT IS THE HIGHEST HILL IN THIS VICINITY AND IS COVERED WITH
 AH1394'VEGETATION.  DESCRIPTION IS GOOD.
 AH1394
 AH1394                          STATION RECOVERY (1949)
 AH1394
 AH1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1394'STATION RECOVERED WITH DISK BROKEN OFF.  SAND DUNE HAS ERODED
 AH1394'TO WITHIN 5 FEET OF STATION ON N SIDE.  STATION WAS NOT
 AH1394'RE-MARKED.
 AH1394'
 AH1394'STATION IS LOCATED ON THE E SIDE OF PADRE ISLAND, ABOUT 37.5
 AH1394'MILES SSE OF CORPUS CHRISTI-PADRE ISLAND CAUSEWAY.
 AH1394'
 AH1394'TO REACH FROM E END OF CAUSEWAY, GO SE TO GULF BEACH, THEN
 AH1394'SSE 27.0 MILES TO YARBOROUGH PASS, CONTINUE 10.5 MILES TO
 AH1394'STATION, ATOP HIGHEST DUNE IN THE AREA, BEHIND A ROW OF OLD
 AH1394'FENCE POSTS, 370 FEET W OF MEAN HIGH-WATER LINE, AND 1 FOOT
 AH1394'W OF A 4- BY 4-INCH WOODEN WITNESS POST.
 AH1394'
 AH1394'STATION MARK IS A 1-1/2-INCH IRON PIPE BROKEN OFF FLUSH WITH
 AH1394'THE GROUND.
 AH1394
 AH1394                          STATION RECOVERY (1951)
 AH1394
 AH1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AH1394'STATION WAS DESTROYED.  THE PIPE THAT MARKED THE STATION
 AH1394'WAS FOUND LYING ON THE GROUND NEAR THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2350 ***********************************************************************
 AH2350  DESIGNATION -  CONE ET
 AH2350  PID         -  AH2350
 AH2350  STATE/COUNTY-  TX/HALE
 AH2350  USGS QUAD   -  UNDERWOOD (1985)
 AH2350
 AH2350                         *CURRENT SURVEY CONTROL
 AH2350  ___________________________________________________________________
 AH2350* NAD 83(1993)-  33 59 30.58767(N)    101 50 52.83132(W)     ADJUSTED  
 AH2350* NAVD 88     -      1089.8    (meters)    3575.     (feet)  VERTCON   
 AH2350  ___________________________________________________________________
 AH2350  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AH2350  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AH2350
 AH2350  HORZ ORDER  -  THIRD
 AH2350
 AH2350.The horizontal coordinates were established by classical geodetic methods
 AH2350.and adjusted by the National Geodetic Survey in July 1998..
 AH2350
 AH2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2350
 AH2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2350
 AH2350.The geoid height was determined by GEOID03.
 AH2350
 AH2350;                    North         East     Units Scale Factor Converg.
 AH2350;SPC TXNC     - 2,262,779.494   290,715.483   MT  1.00000712   -1 49 33.5
 AH2350;SPC TXNC     - 7,423,802.39    953,789.05   sFT  1.00000712   -1 49 33.5
 AH2350;UTM  14      - 3,764,907.306   236,926.463   MT  1.00045323   -1 35 35.4
 AH2350
 AH2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2350!SPC TXNC     -   0.99983297  x   1.00000712  =   0.99984009
 AH2350!UTM  14      -   0.99983297  x   1.00045323  =   1.00028612
 AH2350
 AH2350                          SUPERSEDED SURVEY CONTROL
 AH2350
 AH2350  NGVD 29 (07/28/98) 1089.4    (m)         3574.     (f) VERT ANG       
 AH2350
 AH2350.Superseded values are not recommended for survey control.
 AH2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2350.See file dsdata.txt to determine how the superseded data were derived.
 AH2350
 AH2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3692664907(NAD 83)
 AH2350_MARKER: DS = TRIANGULATION STATION DISK
 AH2350
 AH2350  HISTORY     - Date     Condition        Report By
 AH2350  HISTORY     - 1967     MONUMENTED       USGS
 AH2350
 AH2350                          STATION DESCRIPTION
 AH2350
 AH2350'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AH2350'STATION IS LOCATED APPROXIMATELY 5 MI. S. OF HALE CENTER, AND 11 MI.
 AH2350'N. OF ABERNATHY ON HEADER HOUSE OF CONE GRAIN ELEVATOR AT UNDERWOOD
 AH2350'SIDING.
 AH2350'TO REACH FROM OVERPASS OF U.S. HIGHWAY 87 AT HALE CENTER, TEXAS, DRIVE
 AH2350'S. ON U.S. HIGHWAY 87 FOR 5.2 MI. TO JUNCTION W. WITH FARM ROAD NO.
 AH2350'1315 AT CROSSROADS.  TURN E. (LEFT) ON GRADED RD. FOR 0.4 MI. TO GRAIN
 AH2350'ELEVATOR.
 AH2350'STATION MARK--STANDARD ALUMINUM TABLET SET FLUSH IN CONCRETE ROOF
 AH2350'SLAB, 13.8 FT. FROM W. EDGE AND 13.7 FT. FROM S. EDGE OF ROOF,
 AH2350'STAMPED---CONE-ET 1967---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0430 ***********************************************************************
 BQ0430  DESIGNATION -  CONEJO
 BQ0430  PID         -  BQ0430
 BQ0430  STATE/COUNTY-  TX/PRESIDIO
 BQ0430  USGS QUAD   -  BURRO DRAW (1983)
 BQ0430
 BQ0430                         *CURRENT SURVEY CONTROL
 BQ0430  ___________________________________________________________________
 BQ0430* NAD 83(1993)-  30 26 27.48844(N)    104 13 24.16634(W)     ADJUSTED  
 BQ0430* NAVD 88     -      1593.     (meters)    5226.     (feet)  SCALED    
 BQ0430  ___________________________________________________________________
 BQ0430  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 BQ0430  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BQ0430
 BQ0430  HORZ ORDER  -  SECOND
 BQ0430
 BQ0430.The horizontal coordinates were established by classical geodetic methods
 BQ0430.and adjusted by the National Geodetic Survey in February 1996..
 BQ0430
 BQ0430.The orthometric height was scaled from a topographic map.
 BQ0430
 BQ0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0430
 BQ0430.The geoid height was determined by GEOID03.
 BQ0430
 BQ0430;                    North         East     Units Scale Factor Converg.
 BQ0430;SPC TXSC     - 4,300,215.743    98,400.679   MT  1.00004934   -2 33 32.4
 BQ0430;SPC TXSC     -14,108,291.15    322,836.23   sFT  1.00004934   -2 33 32.4
 BQ0430;SPC TX C     - 3,092,368.465   326,437.014   MT  0.99992925   -2 00 13.0
 BQ0430;SPC TX C     -10,145,545.54  1,070,985.44   sFT  0.99992925   -2 00 13.0
 BQ0430;UTM  13      - 3,367,906.000   574,570.992   MT  0.99966860   +0 23 36.6
 BQ0430
 BQ0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0430!SPC TXSC     -   0.99975337  x   1.00004934  =   0.99980269
 BQ0430!SPC TX C     -   0.99975337  x   0.99992925  =   0.99968263
 BQ0430!UTM  13      -   0.99975337  x   0.99966860  =   0.99942205
 BQ0430
 BQ0430:                Primary Azimuth Mark                     Grid Az
 BQ0430:SPC TXSC     -  CONEJO AZ MK                             154 16 54.7
 BQ0430:SPC TX C     -  CONEJO AZ MK                             153 43 35.3
 BQ0430:UTM  13      -  CONEJO AZ MK                             151 19 45.7
 BQ0430
 BQ0430|---------------------------------------------------------------------|
 BQ0430| PID    Reference Object                     Distance      Geod. Az  |
 BQ0430|                                                           dddmmss.s |
 BQ0430| CH8654 CONEJO AZ MK                                       1514322.3 |
 BQ0430| CH8655 CONEJO RM 1                          11.395 METERS 20732     |
 BQ0430| CH8656 CONEJO RM 2                          18.155 METERS 33855     |
 BQ0430|---------------------------------------------------------------------|
 BQ0430
 BQ0430                          SUPERSEDED SURVEY CONTROL
 BQ0430
 BQ0430  NAD 83(1986)-  30 26 27.48419(N)    104 13 24.16729(W) AD(       ) 2
 BQ0430  NAD 27      -  30 26 26.94200(N)    104 13 22.45700(W) AD(       ) 2
 BQ0430
 BQ0430.Superseded values are not recommended for survey control.
 BQ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0430.See file dsdata.txt to determine how the superseded data were derived.
 BQ0430
 BQ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP7457167906(NAD 83)
 BQ0430_MARKER: DS = TRIANGULATION STATION DISK
 BQ0430_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0430_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BQ0430
 BQ0430  HISTORY     - Date     Condition        Report By
 BQ0430  HISTORY     - 1942     MONUMENTED       CGS
 BQ0430  HISTORY     - 1958     GOOD             AMS
 BQ0430
 BQ0430                          STATION DESCRIPTION
 BQ0430
 BQ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0430'STATION IS ABOUT 17 MILES NW OF MARFA, AND 3.5 MILES NE OF
 BQ0430'THE SOUTHERN PACIFIC RAILROAD TRACKS AND U.S. HIGHWAY 90,
 BQ0430'ON THE TOP OF A GRASSY RIDGE WHICH SLOPES GENTLY DOWN TO THE
 BQ0430'HIGHWAY ON THE S AND W, AND RISES GENTLY TOWARDS THE FOOTHILLS
 BQ0430'OF THE JEFF DAVIS MOUNTAINS ON THE N AND E.
 BQ0430'
 BQ0430'STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 BQ0430'HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT IS STAMPED
 BQ0430'CONEJO 1942.
 BQ0430'
 BQ0430'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK CEMENTED IN
 BQ0430'A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT
 BQ0430'IS STAMPED CONEJO NO. 1 1942.
 BQ0430'
 BQ0430'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN A
 BQ0430'DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 8 INCHES ABOVE THE
 BQ0430'GROUND.  IT IS STAMPED CONEJO NO. 2 1942.
 BQ0430'
 BQ0430'THE AZIMUTH MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 BQ0430'HOLE IN BEDROCK WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 BQ0430'IT IS 18.5 FEET W OF THE PIPE LINE ROAD, AND IS ON THE TOP OF
 BQ0430'THE FIRST RIDGE S OF THE STATION.  IT IS STAMPED CONEJO 1942.
 BQ0430'
 BQ0430'BOTH THE STATION AND THE AZIMUTH MARK HAVE 4- BY 4-INCH WHITE
 BQ0430'MARKER POSTS NEAR THEM WHICH PROJECT ABOUT 2.5 FEET ABOVE THE
 BQ0430'GROUND.
 BQ0430'
 BQ0430'STATION IS REACHED FROM THE POST OFFICE IN MARFA BY GOING
 BQ0430'NW ON U.S. HIGHWAY 90 FOR 14.0 MILES TO A DIRT ROAD RIGHT,
 BQ0430'THENCE TURN RIGHT AND GO E ACROSS THE RAILROAD TRACKS (SIGN
 BQ0430'CONEJO) AND OVER CATTLE GUARD AND GENERALLY EASTWARD FOR A
 BQ0430'TOTAL OF 2.5 MILES TO A CORRAL ON THE LEFT, THENCE TURN LEFT
 BQ0430'ON TRACK ROAD BETWEEN THE CORRAL AND A POND AND GO NW FOR 0.05
 BQ0430'MILE TO A FORKS ON THE N SIDE OF A CABIN, THENCE RIGHT
 BQ0430'FORK NORTHWARD, SKIRTING A SLEW WHICH LEADS TO THE ABOVE
 BQ0430'MENTIONED POND FOR 0.3 MILE TO A FORKS, THENCE RIGHT FORK
 BQ0430'NORTHWARD FOR 0.4 MILE TO A TRACK ROAD COMING IN FROM THE
 BQ0430'RIGHT, THENCE SHARP RIDGE AND GO E FOR 0.5 MILE TO A PIPE
 BQ0430'LINE ROAD AND PLAIN RIDGE OF THE PIPE LINE, THENCE NORTHWARD
 BQ0430'ON THE PIPE LINE ROAD FOR 1.4 MILES TO TOP OF SECOND
 BQ0430'RIDGE, THENCE TURN LEFT AND GO WESTERLY CROSS COUNTRY FOR 0.1
 BQ0430'MILE TO STATION.
 BQ0430
 BQ0430                          STATION RECOVERY (1958)
 BQ0430
 BQ0430'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0430'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BQ0430'RECOVERED AS DESCRIBED.
 BQ0430'
 BQ0430'THE STATION IS LOCATED WSW OF NNW-SSE PIPELINE TRAIL AND IS
 BQ0430'NOT ON THE HIGHEST POINT OF RIDGE.  392 FEET WSW OF PIPELINE
 BQ0430'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0104 ***********************************************************************
 BM0104  DESIGNATION -  CONEY
 BM0104  PID         -  BM0104
 BM0104  STATE/COUNTY-  TX/WASHINGTON
 BM0104  USGS QUAD   -  CHAPPELL HILL (1989)
 BM0104
 BM0104                         *CURRENT SURVEY CONTROL
 BM0104  ___________________________________________________________________
 BM0104* NAD 83(1993)-  30 08 13.09859(N)    096 19 40.19616(W)     ADJUSTED  
 BM0104* NAVD 88     -       110.35   (+/-2cm)     362.0    (feet)  VERTCON   
 BM0104  ___________________________________________________________________
 BM0104  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BM0104  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BM0104
 BM0104  HORZ ORDER  -  THIRD
 BM0104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0104
 BM0104.The horizontal coordinates were established by classical geodetic methods
 BM0104.and adjusted by the National Geodetic Survey in February 1996..
 BM0104
 BM0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0104.The vertical order pertains to the NGVD 29 superseded value.
 BM0104
 BM0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0104
 BM0104.The geoid height was determined by GEOID03.
 BM0104
 BM0104;                    North         East     Units Scale Factor Converg.
 BM0104;SPC TX C     - 3,059,084.818 1,085,858.596   MT  0.99999464   +2 03 47.0
 BM0104;SPC TX C     -10,036,347.44  3,562,521.08   sFT  0.99999464   +2 03 47.0
 BM0104;SPC TXSC     - 4,258,253.217   857,440.277   MT  0.99996100   +1 18 32.9
 BM0104;SPC TXSC     -13,970,619.10  2,813,118.64   sFT  0.99996100   +1 18 32.9
 BM0104;UTM  14      - 3,336,978.251   757,416.341   MT  1.00041759   +1 20 32.5
 BM0104
 BM0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0104!SPC TX C     -   0.99998691  x   0.99999464  =   0.99998155
 BM0104!SPC TXSC     -   0.99998691  x   0.99996100  =   0.99994791
 BM0104!UTM  14      -   0.99998691  x   1.00041759  =   1.00040450
 BM0104
 BM0104|---------------------------------------------------------------------|
 BM0104| PID    Reference Object                     Distance      Geod. Az  |
 BM0104|                                                           dddmmss.s |
 BM0104| BM0106 CONEY RM 2                           10.357 METERS 26002     |
 BM0104| BM0107 CONEY AZ MK                                        2652939.6 |
 BM0104| CV8289 CONEY AZ MK 2                                      2674354.6 |
 BM0104| BM1000 BRENHAM MUNICIPAL TANK              APPROX. 7.3 KM 2922555.9 |
 BM0104| BM0105 CONEY RM 1                           16.033 METERS 33900     |
 BM0104|---------------------------------------------------------------------|
 BM0104
 BM0104                          SUPERSEDED SURVEY CONTROL
 BM0104
 BM0104  NAD 83(1986)-  30 08 13.11405(N)    096 19 40.17971(W) AD(       ) 3
 BM0104  NAD 27      -  30 08 12.33200(N)    096 19 39.30700(W) AD(       ) 3
 BM0104  NGVD 29 (??/??/92)  110.317  (m)          361.93   (f) ADJ UNCH    2 0
 BM0104
 BM0104.Superseded values are not recommended for survey control.
 BM0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0104.See file dsdata.txt to determine how the superseded data were derived.
 BM0104
 BM0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5741636978(NAD 83)
 BM0104_MARKER: DS = TRIANGULATION STATION DISK
 BM0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0104_STAMPING: CONEY 1954
 BM0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0104+STABILITY: SURFACE MOTION
 BM0104
 BM0104  HISTORY     - Date     Condition        Report By
 BM0104  HISTORY     - 1954     MONUMENTED       CGS
 BM0104  HISTORY     - 1954     GOOD             CGS
 BM0104  HISTORY     - 1954     GOOD             CGS
 BM0104  HISTORY     - 1960     GOOD             CGS
 BM0104  HISTORY     - 19910623 MARK NOT FOUND   USPSQD
 BM0104  HISTORY     - 19940820 GOOD             USPSQD
 BM0104  HISTORY     - 19941105 GOOD             USPSQD
 BM0104  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0104
 BM0104                          STATION DESCRIPTION
 BM0104
 BM0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0104'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BRENHAM, 4.5
 BM0104'MILES WEST OF CHAPEL HILL AND ON THE SUMMIT OF A SLIGHT RISE.
 BM0104'IT IS SOUTH OF THE SOUTHERN PACIFIC RAILROAD TRACKS AND U.S.
 BM0104'HIGHWAY 290, AT MILE POST 16.  ON RAILROAD RIGHT-OF-WAY.
 BM0104'
 BM0104'TO REACH THE STATION FROM THE POST OFFICE IN BRENHAM, GO SOUTH
 BM0104'AND SOUTHEAST ON U.S. HIGHWAY 290 FOR 4.5 MILES TO A CATTLE
 BM0104'GUARD, PRIVATE LANE AND SIGN B.F. ORR RANCH AND THE AZIMUTH
 BM0104'MARK ON THE LEFT.  CONTINUE AHEAD ON U.S. HIGHWAY 290 FOR 0.6
 BM0104'MILE TO THE TOP OF A RISE AND THE STATION SITE ON THE RIGHT,
 BM0104'ACROSS RAILROAD TRACKS.
 BM0104'
 BM0104'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM0104'POST PROJECTING 1 INCH.  IT IS 22 FEET SOUTH OF THE SOUTH RAIL
 BM0104'OF THE SOUTHERN PACIFIC RAILROAD, 11 FEET WEST OF MILE POST 16, 5
 BM0104'FEET WEST OF A WITNESS POST AND 3 FEET NORTH OF AN EAST-WEST
 BM0104'RIGHT-OF-WAY FENCELINE.  THE MARK IS STAMPED CONEY 1954.
 BM0104'
 BM0104'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM0104'POST PROJECTING 4 INCHES.  IT IS 32 FEET SOUTH OF THE CENTERLINE
 BM0104'OF U.S. HIGHWAY 290, 24 FEET NORTH OF THE NORTH RAIL OF THE
 BM0104'SOUTHERN PACIFIC RAILROAD TRACKS AND 2 FEET SOUTH OF A TELEGRAPH
 BM0104'POLE.  THE MARK IS STAMPED CONEY NO 1 1954.
 BM0104'
 BM0104'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM0104'POST PROJECTING 4 INCHES.  IT IS 23 FEET SOUTH OF THE SOUTH RAIL
 BM0104'OF THE SOUTHERN PACIFIC RAILROAD TRACKS AND 1 FOOT NORTH OF AN
 BM0104'EAST-WEST RIGHT-OF-WAY FENCELINE.  THE MARK IS STAMPED CONEY NO 2
 BM0104'1954.
 BM0104'
 BM0104'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 BM0104'POST PROJECTING 4 INCHES.  IT IS 49 FEET NORTH OF THE CENTERLINE
 BM0104'OF U.S. HIGHWAY 290, 11 FEET EAST OF THE CENTER OF A CATTLE GUARD
 BM0104'AT THE ENTRANCE TO THE B.F. ORR RANCH AND 2 FEET NORTH OF A
 BM0104'WITNESS POST.  THE MARK IS 1 FOOT NORTH OF THE EAST-WEST
 BM0104'RIGHT-OF-WAY FENCELINE OF U.S. HIGHWAY 290 AND IS STAMPED CONEY
 BM0104'1954.
 BM0104
 BM0104                          STATION RECOVERY (1954)
 BM0104
 BM0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BM0104'4.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BM0104'THE STATION SIGN AT CHAPEL HILL, 11.5 FEET WEST OF MILEPOST 16,
 BM0104'22.3 FEET SOUTH OF THE SOUTH RAIL, 3 FEET NORTH OF A FENCE,
 BM0104'5.5 FEET NORTHWEST OF A WITNESS POST, 84 FEET SOUTH OF THE CENTER
 BM0104'LINE OF U.S. HIGHWAY 290, A TRIANGULATION STATION DISK SET IN
 BM0104'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BM0104'GROUND, STAMPED CONEY 1954.
 BM0104'
 BM0104'CONEY R.M. 1 IS 54.6 FEET NORTHWEST OF TRIANGULATION STATION
 BM0104'CONEY 1954, 24 FEET NORTH OF THE NORTH RAIL, 32 FEET SOUTH OF
 BM0104'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A TELEPHONE
 BM0104'POLE, 3 FEET ABOVE THE TOP OF THE RAILS, A REFERENCE MARK DISK
 BM0104'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BM0104'THE GROUND, STAMPED CONEY NO 1 1954.
 BM0104'
 BM0104'CONEY R.M. 2 IS 34.0 FEET WEST OF TRIANGULATION STATION CONEY
 BM0104'1954, 23.6 FEET SOUTH OF THE SOUTH RAIL, 85 FEET SOUTH OF THE
 BM0104'CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTH OF A FENCE, 3 FEET
 BM0104'ABOVE THE TOP OF THE RAILS, A REFERENCE MARK DISK SET IN
 BM0104'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BM0104'GROUND, STAMPED CONEY NO 2 1954.
 BM0104'
 BM0104'CONEY 1954 AZIMUTH IS 0.5 MILE WEST OF TRIANGULATION STATION
 BM0104'CONEY 1954, 105 FEET NORTH OF THE NORTH RAIL OF THE TEXAS AND
 BM0104'NEW ORLEANS RAILROAD, 49 FEET NORTH OF THE CENTER LINE OF U.S.
 BM0104'HIGHWAY 290, 9 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 BM0104'LEADING NORTH, 1.5 FEET NORTH OF A FENCE, 1.8 FEET NORTH OF
 BM0104'A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A
 BM0104'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND,
 BM0104'STAMPED CONEY 1954.
 BM0104
 BM0104                          STATION RECOVERY (1954)
 BM0104
 BM0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 BM0104'4.5 MI W FROM CHAPEL HILL.
 BM0104'4.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0104'STATION SIGN AT CHAPEL HILL, 11.5 FEET WEST OF MILEPOST 16, 22.3 FEET
 BM0104'SOUTH OF THE SOUTH RAIL, 3 FEET NORTH OF A FENCE, 5.5 FEET NORTHWEST
 BM0104'OF A WITNESS POST, 84 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 BM0104'290, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BM0104'THE GROUND.
 BM0104
 BM0104                          STATION RECOVERY (1960)
 BM0104
 BM0104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 BM0104'THE STATION, AZIMUTH AND REFERENCE MARKS WERE ALL RECOVERED
 BM0104'IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN NEW HIGHWAY
 BM0104'CONSTRUCTION AREAS AND WAS DESTROYED AFTER A NEW AZIMUTH MARK
 BM0104'WAS ESTABLISHED.  A REVISED DESCRIPTION IS AS FOLLOWS.
 BM0104'
 BM0104'THE STATION MARK, AND THE REFERENCE MARKS ARE AS DESCRIBED
 BM0104'IN 1954.
 BM0104'
 BM0104'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CONEY 1954 RESET
 BM0104'1960 IN A CONCRETE POST, 1 FOOT WEST OF THE WEST FENCE OF A
 BM0104'FARM LANE LEADING NORTH FROM THE HIGHWAY, 4 FEET NORTH OF THE
 BM0104'NORTH RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY AND PROJECTS
 BM0104'ABOUT 4 INCHES.
 BM0104
 BM0104                          STATION RECOVERY (1991)
 BM0104
 BM0104'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0104'MARK NOT FOUND.
 BM0104
 BM0104                          STATION RECOVERY (1994)
 BM0104
 BM0104'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0104'RECOVERED IN GOOD CONDITION.
 BM0104
 BM0104                          STATION RECOVERY (1994)
 BM0104
 BM0104'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0104'RECOVERED IN GOOD CONDITION.
 BM0104
 BM0104                          STATION RECOVERY (1999)
 BM0104
 BM0104'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2660 ***********************************************************************
 CS2660  DESIGNATION -  CONEY
 CS2660  PID         -  CS2660
 CS2660  STATE/COUNTY-  TX/KAUFMAN
 CS2660  USGS QUAD   -  GRAYS PRAIRIE (1978)
 CS2660
 CS2660                         *CURRENT SURVEY CONTROL
 CS2660  ___________________________________________________________________
 CS2660* NAD 83(1993)-  32 22 38.49129(N)    096 17 16.25787(W)     ADJUSTED  
 CS2660* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 CS2660  ___________________________________________________________________
 CS2660  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CS2660  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS2660
 CS2660  HORZ ORDER  -  FIRST
 CS2660
 CS2660.The horizontal coordinates were established by classical geodetic methods
 CS2660.and adjusted by the National Geodetic Survey in February 1996..
 CS2660
 CS2660.The orthometric height was scaled from a topographic map.
 CS2660
 CS2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2660
 CS2660.The geoid height was determined by GEOID03.
 CS2660
 CS2660;                    North         East     Units Scale Factor Converg.
 CS2660;SPC TXNC     - 2,081,001.288   808,144.815   MT  0.99994136   +1 12 23.4
 CS2660;SPC TXNC     - 6,827,418.39  2,651,388.45   sFT  0.99994136   +1 12 23.4
 CS2660;UTM  14      - 3,585,499.735   755,163.307   MT  1.00040297   +1 27 11.2
 CS2660
 CS2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2660!SPC TXNC     -   0.99998373  x   0.99994136  =   0.99992509
 CS2660!UTM  14      -   0.99998373  x   1.00040297  =   1.00038670
 CS2660
 CS2660|---------------------------------------------------------------------|
 CS2660| PID    Reference Object                     Distance      Geod. Az  |
 CS2660|                                                           dddmmss.s |
 CS2660| CX9304 CONEY RM 1                           21.500 METERS 04959     |
 CS2660| CX9305 CONEY RM 2                           25.509 METERS 14013     |
 CS2660| CX9303 CONEY AZ MK                                        3560314.5 |
 CS2660|---------------------------------------------------------------------|
 CS2660
 CS2660                          SUPERSEDED SURVEY CONTROL
 CS2660
 CS2660  NAD 83(1986)-  32 22 38.49865(N)    096 17 16.24131(W) AD(       ) 1
 CS2660  NAD 27      -  32 22 37.98300(N)    096 17 15.31600(W) AD(       ) 1
 CS2660
 CS2660.Superseded values are not recommended for survey control.
 CS2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2660.See file dsdata.txt to determine how the superseded data were derived.
 CS2660
 CS2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA5516385500(NAD 83)
 CS2660_MARKER: DS = TRIANGULATION STATION DISK
 CS2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2660
 CS2660  HISTORY     - Date     Condition        Report By
 CS2660  HISTORY     - 1947     MONUMENTED       CGS
 CS2660  HISTORY     - 1958     GOOD             USGS
 CS2660  HISTORY     - 19930608 GOOD             USPSQD
 CS2660
 CS2660                          STATION DESCRIPTION
 CS2660
 CS2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2660'THE STATION IS LOCATED ABOUT 11 MILES WEST-NORTHWEST OF MABANK
 CS2660'AND 5.5 MILES SOUTHWEST OF KEMP IN A CHURCH YARD.  IT IS 94
 CS2660'FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH, 73 FEET
 CS2660'SOUTH OF THE SOUTH FENCE OF THE CEMETERY AND 55 FEET WEST
 CS2660'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED CONEY 1947 AND
 CS2660'IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS2660'
 CS2660'REFERENCE MARK NO. 1 IS 26 FEET SOUTH OF THE SOUTHEAST CORNER
 CS2660'OFTHE CEMETERY, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND
 CS2660'3.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE TOOL SHED.
 CS2660'IT IS STAMPED CONEY NO 1 1947 AND PROJECTS 6 INCHES.
 CS2660'
 CS2660'REFERENCE MARK NO. 2 IS 38 FEET NORTHEAST OF THE NORTHEAST
 CS2660'CORNER OF THE CHURCH AND 1 FOOT WEST OF THE NORTH-SOUTH
 CS2660'FENCE LINE.  IT IS STAMPED CONEY NO 2 1947 AND PROJECTS
 CS2660'6 INCHES.
 CS2660'
 CS2660'AZIMUTH MARK IS ABOUT 40 YARDS SOUTHEAST OF A FARMHOUSE,
 CS2660'25 FEET EAST OF A DIRT ROAD, 51 FEET NORTH OF THE NORTH END
 CS2660'OF A WIRE GATE, 2 FEET SOUTHEAST OF A FENCE CORNER AND 2 FEET
 CS2660'EAST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 CS2660'2 FEET.  IT IS STAMPED CONEY 1947 AND PROJECTS 6 INCHES.
 CS2660'
 CS2660'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 175
 CS2660'AND STATE HIGHWAY 274 IN KEMP, TURN RIGHT ON STATE HIGHWAY
 CS2660'274 FOR ONE BLOCK, TURN LEFT, THROUGH TOWN AND GO 0.5 MILE
 CS2660'TO THE SCHOOL HOUSE ON THE LEFT, CONTINUE ON STATE HIGHWAY
 CS2660'274 FOR 0.5 MILE.  TURN RIGHT, ACROSS RAILROAD TRACKS AND
 CS2660'GO 1.8 MILE TO A FORK.  TAKE RIGHT FORK AND GO 2.7 MILES
 CS2660'TO A SIDE ROAD LEFT AND A BIG BRICK SCHOOL TO THE SOUTH.  TURN
 CS2660'LEFT AND GO 1.65 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CS2660'CONTINUE ON DIRT ROAD FOR 0.45 MILE TO A CHURCH AND CEMETERY
 CS2660'ON THE LEFT AND THE STATION AS DESCRIBED.
 CS2660'
 CS2660'AN 87 FOOT SIGNAL AT BOIS IS VISIBLE AT 37 FEET
 CS2660'
 CS2660'AN 87 FOOT SIGNAL AT COTTONWOOD IS VISIBLE AT 37 FEET.
 CS2660'
 CS2660'AN 87 FOOT SIGNAL AT LACY IS VISIBLE AT 37 FEET
 CS2660'
 CS2660'AN 87 FOOT SIGNAL AT CEDAR IS VISIBLE AT 37 FEET.
 CS2660'
 CS2660'A 64 FOOT SIGNAL AT TELICO IS VISIBLE AT 37 FEET.
 CS2660'
 CS2660'A 64 FOOT SIGNAL AT KEMP IS VISIBLE AT 37 FEET.
 CS2660'
 CS2660'A 100 FOOT SIGNAL AT TOOL IS VISIBLE AT 37 FEET.
 CS2660'
 CS2660'A 100 FOOT SIGNAL AT ALEY IS VISIBLE AT 37 FEET
 CS2660'
 CS2660'A 100 FOOT SIGNAL AT BAZETTE IS VISIBLE AT 37 FEET.
 CS2660'
 CS2660'A 100 FOOT SIGNAL AT GRAY IS VISIBLE AT 37 FEET.
 CS2660'
 CS2660'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2660
 CS2660                          STATION RECOVERY (1958)
 CS2660
 CS2660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2660'STATION WAS RECOVERED IN GOOD CONDITION.
 CS2660'
 CS2660'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 175
 CS2660'AND STATE HIGHWAY 274 AT KEMP, GO SOUTHWEST AND SOUTH ALONG
 CS2660'STATE HIGHWAY 274 FOR 2.1 MILES TO A T-JUNCTION WITH STATE
 CS2660'HIGHWAY 988.  TURN RIGHT (WEST) AND FOLLOW STATE HWY. 988
 CS2660'FOR 2.8 MILES TO A X-RDS.  TURN LEFT AND GO 1.65 MILES TO
 CS2660'THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON DIRT ROAD FOR 0.45
 CS2660'MILE TO A CHURCH AND CEMETERY ON THE LEFT AND THE STATION
 CS2660'AS DESCRIBED.
 CS2660
 CS2660                          STATION RECOVERY (1993)
 CS2660
 CS2660'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS2660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0107 ***********************************************************************
 BM0107  DESIGNATION -  CONEY AZ MK
 BM0107  PID         -  BM0107
 BM0107  STATE/COUNTY-  TX/WASHINGTON
 BM0107  USGS QUAD   -  CHAPPELL HILL (1989)
 BM0107
 BM0107                         *CURRENT SURVEY CONTROL
 BM0107  ___________________________________________________________________
 BM0107* NAD 83(1986)-  30 08 13.     (N)    096 20 13.     (W)     SCALED    
 BM0107* NAVD 88     -       105.45   (+/-2cm)     346.0    (feet)  VERTCON   
 BM0107  ___________________________________________________________________
 BM0107  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BM0107
 BM0107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0107
 BM0107.The horizontal coordinates were scaled from a topographic map and have
 BM0107.an estimated accuracy of +/- 6 seconds.
 BM0107
 BM0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0107.The vertical order pertains to the NGVD 29 superseded value.
 BM0107
 BM0107.The geoid height was determined by GEOID03.
 BM0107
 BM0107;                    North         East    Units  Estimated Accuracy
 BM0107;SPC TX C     - 3,059,050.    1,084,980.      MT  (+/- 180 meters Scaled)
 BM0107
 BM0107                          SUPERSEDED SURVEY CONTROL
 BM0107
 BM0107  NGVD 29 (??/??/92)  105.420  (m)          345.87   (f) ADJ UNCH    2 0
 BM0107
 BM0107.Superseded values are not recommended for survey control.
 BM0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0107.See file dsdata.txt to determine how the superseded data were derived.
 BM0107
 BM0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU565369(NAD 83)
 BM0107_MARKER: DZ = AZIMUTH MARK DISK
 BM0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0107_STAMPING: CONEY 1954
 BM0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0107+STABILITY: SURFACE MOTION
 BM0107
 BM0107  HISTORY     - Date     Condition        Report By
 BM0107  HISTORY     - 1954     MONUMENTED       CGS
 BM0107  HISTORY     - 19910623 MARK NOT FOUND   USPSQD
 BM0107  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0107  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0107
 BM0107                          STATION DESCRIPTION
 BM0107
 BM0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0107'5.0 MI W FROM CHAPEL HILL.
 BM0107'5.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0107'STATION SIGN AT CHAPEL HILL, 105 FEET NORTH OF THE NORTH RAIL, 49 FEET
 BM0107'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 290, 9 FEET EAST OF THE
 BM0107'CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 1.5 FEET NORTH OF A
 BM0107'FENCE, 1.8 FEET NORTH OF A WITNESS POST, 0.5 MILE WEST OF
 BM0107'TRIANGULATION STATION CONEY 1954, SET IN THE TOP OF A CONCRETE POST
 BM0107'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0107
 BM0107                          STATION RECOVERY (1991)
 BM0107
 BM0107'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0107'MARK NOT FOUND.
 BM0107
 BM0107                          STATION RECOVERY (1994)
 BM0107
 BM0107'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0107'MARK NOT FOUND.
 BM0107
 BM0107                          STATION RECOVERY (1994)
 BM0107
 BM0107'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0105 ***********************************************************************
 BM0105  DESIGNATION -  CONEY RM 1
 BM0105  PID         -  BM0105
 BM0105  STATE/COUNTY-  TX/WASHINGTON
 BM0105  USGS QUAD   -  CHAPPELL HILL (1989)
 BM0105
 BM0105                         *CURRENT SURVEY CONTROL
 BM0105  ___________________________________________________________________
 BM0105* NAD 83(1986)-  30 08 14.     (N)    096 19 41.     (W)     SCALED    
 BM0105* NAVD 88     -       110.65   (+/-2cm)     363.0    (feet)  VERTCON   
 BM0105  ___________________________________________________________________
 BM0105  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BM0105
 BM0105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0105
 BM0105.The horizontal coordinates were scaled from a topographic map and have
 BM0105.an estimated accuracy of +/- 6 seconds.
 BM0105
 BM0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0105.The vertical order pertains to the NGVD 29 superseded value.
 BM0105
 BM0105.The geoid height was determined by GEOID03.
 BM0105
 BM0105;                    North         East    Units  Estimated Accuracy
 BM0105;SPC TX C     - 3,059,110.    1,085,840.      MT  (+/- 180 meters Scaled)
 BM0105
 BM0105                          SUPERSEDED SURVEY CONTROL
 BM0105
 BM0105  NGVD 29 (??/??/92)  110.622  (m)          362.93   (f) ADJ UNCH    2 0
 BM0105
 BM0105.Superseded values are not recommended for survey control.
 BM0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0105.See file dsdata.txt to determine how the superseded data were derived.
 BM0105
 BM0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU573370(NAD 83)
 BM0105_MARKER: DR = REFERENCE MARK DISK
 BM0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0105_STAMPING: CONEY NO 1 1954
 BM0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0105+STABILITY: SURFACE MOTION
 BM0105
 BM0105  HISTORY     - Date     Condition        Report By
 BM0105  HISTORY     - 1954     MONUMENTED       CGS
 BM0105  HISTORY     - 19910623 MARK NOT FOUND   USPSQD
 BM0105  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0105  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0105
 BM0105                          STATION DESCRIPTION
 BM0105
 BM0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0105'4.5 MI W FROM CHAPEL HILL.
 BM0105'4.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0105'STATION SIGN AT CHAPEL HILL, 24 FEET NORTH OF THE NORTH RAIL, 32 FEET
 BM0105'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 290, 54.6 FEET NORTHWEST OF
 BM0105'TRIANGULATION STATION CONEY 1954, 1 FOOT SOUTH OF A TELEPHONE POLE, 3
 BM0105'FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 BM0105'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BM0105
 BM0105                          STATION RECOVERY (1991)
 BM0105
 BM0105'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0105'MARK NOT FOUND.
 BM0105
 BM0105                          STATION RECOVERY (1994)
 BM0105
 BM0105'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0105'MARK NOT FOUND.
 BM0105
 BM0105                          STATION RECOVERY (1994)
 BM0105
 BM0105'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0106 ***********************************************************************
 BM0106  DESIGNATION -  CONEY RM 2
 BM0106  PID         -  BM0106
 BM0106  STATE/COUNTY-  TX/WASHINGTON
 BM0106  USGS QUAD   -  CHAPPELL HILL (1989)
 BM0106
 BM0106                         *CURRENT SURVEY CONTROL
 BM0106  ___________________________________________________________________
 BM0106* NAD 83(1986)-  30 08 12.     (N)    096 19 42.     (W)     SCALED    
 BM0106* NAVD 88     -       110.52   (+/-2cm)     362.6    (feet)  VERTCON   
 BM0106  ___________________________________________________________________
 BM0106  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BM0106
 BM0106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0106
 BM0106.The horizontal coordinates were scaled from a topographic map and have
 BM0106.an estimated accuracy of +/- 6 seconds.
 BM0106
 BM0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0106.The vertical order pertains to the NGVD 29 superseded value.
 BM0106
 BM0106.The geoid height was determined by GEOID03.
 BM0106
 BM0106;                    North         East    Units  Estimated Accuracy
 BM0106;SPC TX C     - 3,059,050.    1,085,810.      MT  (+/- 180 meters Scaled)
 BM0106
 BM0106                          SUPERSEDED SURVEY CONTROL
 BM0106
 BM0106  NGVD 29 (??/??/92)  110.484  (m)          362.48   (f) ADJ UNCH    2 0
 BM0106
 BM0106.Superseded values are not recommended for survey control.
 BM0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0106.See file dsdata.txt to determine how the superseded data were derived.
 BM0106
 BM0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU573369(NAD 83)
 BM0106_MARKER: DR = REFERENCE MARK DISK
 BM0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0106_STAMPING: CONEY NO 2 1954
 BM0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0106+STABILITY: SURFACE MOTION
 BM0106
 BM0106  HISTORY     - Date     Condition        Report By
 BM0106  HISTORY     - 1954     MONUMENTED       CGS
 BM0106  HISTORY     - 19910623 MARK NOT FOUND   USPSQD
 BM0106  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0106  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0106
 BM0106                          STATION DESCRIPTION
 BM0106
 BM0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0106'4.5 MI W FROM CHAPEL HILL.
 BM0106'4.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0106'STATION SIGN AT CHAPEL HILL, 23.6 FEET SOUTH OF THE SOUTH RAIL, 85
 BM0106'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 290, 34.0 FEET WEST OF
 BM0106'TRIANGULATION STATION CONEY 1954, 1.3 FEET NORTH OF A FENCE, 3 FEET
 BM0106'ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0106'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BM0106
 BM0106                          STATION RECOVERY (1991)
 BM0106
 BM0106'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0106'MARK NOT FOUND.
 BM0106
 BM0106                          STATION RECOVERY (1994)
 BM0106
 BM0106'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0106'MARK NOT FOUND.
 BM0106
 BM0106                          STATION RECOVERY (1994)
 BM0106
 BM0106'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2127 ***********************************************************************
 AN2127  DESIGNATION -  CONIA
 AN2127  PID         -  AN2127
 AN2127  STATE/COUNTY-  TX/BEE
 AN2127  USGS QUAD   -  BLANCONIA (1979)
 AN2127
 AN2127                         *CURRENT SURVEY CONTROL
 AN2127  ___________________________________________________________________
 AN2127* NAD 83(1993)-  28 23 24.85088(N)    097 26 09.66947(W)     ADJUSTED  
 AN2127* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 AN2127  ___________________________________________________________________
 AN2127  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AN2127  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN2127
 AN2127  HORZ ORDER  -  THIRD
 AN2127
 AN2127.The horizontal coordinates were established by classical geodetic methods
 AN2127.and adjusted by the National Geodetic Survey in February 1996..
 AN2127
 AN2127.The orthometric height was scaled from a topographic map.
 AN2127
 AN2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2127
 AN2127.The geoid height was determined by GEOID03.
 AN2127
 AN2127;                    North         East     Units Scale Factor Converg.
 AN2127;SPC TXSC     - 4,062,747.302   753,273.437   MT  0.99999803   +0 45 58.4
 AN2127;SPC TXSC     -13,329,196.77  2,471,364.60   sFT  0.99999803   +0 45 58.4
 AN2127;UTM  14      - 3,141,426.598   653,227.498   MT  0.99988977   +0 44 37.6
 AN2127
 AN2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2127!SPC TXSC     -   1.00000005  x   0.99999803  =   0.99999808
 AN2127!UTM  14      -   1.00000005  x   0.99988977  =   0.99988982
 AN2127
 AN2127|---------------------------------------------------------------------|
 AN2127| PID    Reference Object                     Distance      Geod. Az  |
 AN2127|                                                           dddmmss.s |
 AN2127| CV4620 CONIA RM 1                           28.259 METERS 00014     |
 AN2127| AN2124 REFUGIO HEARD OIL CO RAD MAST       APPROX.18.3 KM 1170932.8 |
 AN2127| AN2120 REFUGIO HUMBLE CO DIST CAMP TK      APPROX.16.2 KM 1175217.0 |
 AN2127| AN2123 REFUGIO MUNICIPAL TANK              APPROX.19.0 KM 1221350.3 |
 AN2127| CV4621 CONIA RM 2                           22.843 METERS 26557     |
 AN2127| CV4619 CONIA AZ MK                                        2731915.7 |
 AN2127|---------------------------------------------------------------------|
 AN2127
 AN2127                          SUPERSEDED SURVEY CONTROL
 AN2127
 AN2127  NAD 83(1986)-  28 23 24.85880(N)    097 26 09.65195(W) AD(       ) 3
 AN2127  NAD 27      -  28 23 23.85400(N)    097 26 08.67400(W) AD(       ) 3
 AN2127
 AN2127.Superseded values are not recommended for survey control.
 AN2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2127.See file dsdata.txt to determine how the superseded data were derived.
 AN2127
 AN2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS5322741427(NAD 83)
 AN2127_MARKER: DS = TRIANGULATION STATION DISK
 AN2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2127
 AN2127  HISTORY     - Date     Condition        Report By
 AN2127  HISTORY     - 1952     MONUMENTED       CGS
 AN2127  HISTORY     - 19960727 GOOD             USPSQD
 AN2127
 AN2127                          STATION DESCRIPTION
 AN2127
 AN2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2127'THE STATION IS LOCATED ABOUT 19 MILES EAST OF BEEVILLE.  11
 AN2127'MILES NORTHWEST OF REFUGIO.  AND IS ON THE SOUTH RIGHT-OF-WAY
 AN2127'OF STATE HIGHWAY 202.
 AN2127'
 AN2127'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 181 AND STATE
 AN2127'HIGHWAY 202 NEAR THE SOUTHEAST CITY LIMITS OF BEEVILLE,
 AN2127'GO EASTERLY ON STATE HIGHWAY 202 FOR 18.7 MILES TO A WOODEN
 AN2127'GATE ON THE LEFT, NORTH SIDE OF HIGHWAY AND THE AZIMUTH
 AN2127'MARK.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 202 FOR
 AN2127'0.25 MILE TO THE STATION MARK ON THE RIGHT, SOUTH SIDE OF
 AN2127'HIGHWAY.
 AN2127'
 AN2127'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AN2127'POSTS.
 AN2127'
 AN2127'THE STATION MARK IS STAMPED CONIA 1952, AND IT IS SET 6
 AN2127'INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS LOCATED
 AN2127'ABOUT 200 YARDS EAST OF A SIDE ROAD WHICH LEADS SOUTH.  75
 AN2127'FEET WEST OF A TREE WITH A TRIANGLE BLAZE ON.  44 FEET SOUTH
 AN2127'OF THE CENTER LINE OF STATE HIGHWAY 202.  15 FEET EAST-NORTHEAST
 AN2127'OF A WHITE WITNESS POST.  AND 7 FEET NORTH OF THE SOUTH
 AN2127'RIGHT-OF-WAY FENCE LINE.
 AN2127'
 AN2127'REFERENCE MARK NO. 1 IS STAMPED CONIA NO 1 1952, AND IT
 AN2127'PROJECTS 6 INCHES.  THE MARK IS LOCATED 48 FEET NORTH OF
 AN2127'THE CENTER LINE OF STATE HIGHWAY 202 AND 1 FOOT SOUTH OF
 AN2127'THE NORTH RIGHT-OF-WAY FENCE LINE.
 AN2127'
 AN2127'REFERENCE MARK NO. 2 IS STAMPED CONIA NO 2 1952, AND IT IS
 AN2127'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS LOCATED
 AN2127'42 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 202 AND
 AN2127'2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE.
 AN2127'
 AN2127'THE AZIMUTH MARK IS STAMPED CONIA 1952, AND IT PROJECTS 6
 AN2127'INCHES.  THE MARK IS LOCATED 0.25 MILE WEST-NORTHWEST OF
 AN2127'THE STATION.  ABOUT 150 FEET WEST OF A METAL GATE.  49 FEET
 AN2127'NORTH OF THE CENTER LINE OF STATE HIGHWAY 202.  6 FEET EAST
 AN2127'OF THE EAST END OF A WOODEN GATE.  4 FEET EAST OF A WHITE
 AN2127'WITNESS POST.  AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 AN2127'FENCE LINE.
 AN2127'
 AN2127'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AN2127
 AN2127                          STATION RECOVERY (1996)
 AN2127
 AN2127'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN2127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0656 ***********************************************************************
 EN0656  DESIGNATION -  CONKLINE
 EN0656  PID         -  EN0656
 EN0656  STATE/COUNTY-  TX/CHILDRESS
 EN0656  USGS QUAD   -  SMITHDALE (1985)
 EN0656
 EN0656                         *CURRENT SURVEY CONTROL
 EN0656  ___________________________________________________________________
 EN0656* NAD 83(1993)-  34 30 24.39624(N)    100 12 28.08059(W)     ADJUSTED  
 EN0656* NAVD 88     -       530.0    (meters)    1739.     (feet)  VERTCON   
 EN0656  ___________________________________________________________________
 EN0656  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 EN0656  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EN0656
 EN0656  HORZ ORDER  -  SECOND
 EN0656
 EN0656.The horizontal coordinates were established by classical geodetic methods
 EN0656.and adjusted by the National Geodetic Survey in February 1996..
 EN0656
 EN0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0656
 EN0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0656
 EN0656.The geoid height was determined by GEOID03.
 EN0656
 EN0656;                    North         East     Units Scale Factor Converg.
 EN0656;SPC TX N     - 1,056,997.404   318,666.931   MT  1.00003627   +0 44 56.0
 EN0656;SPC TX N     - 3,467,832.32  1,045,493.09   sFT  1.00003627   +0 44 56.0
 EN0656;UTM  14      - 3,819,010.785   389,126.032   MT  0.99975152   -0 41 03.5
 EN0656
 EN0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0656!SPC TX N     -   0.99992125  x   1.00003627  =   0.99995752
 EN0656!UTM  14      -   0.99992125  x   0.99975152  =   0.99967279
 EN0656
 EN0656:                Primary Azimuth Mark                     Grid Az
 EN0656:SPC TX N     -  CONKLINE AZ MK                           359 56 10.0
 EN0656:UTM  14      -  CONKLINE AZ MK                           001 22 09.5
 EN0656
 EN0656|---------------------------------------------------------------------|
 EN0656| PID    Reference Object                     Distance      Geod. Az  |
 EN0656|                                                           dddmmss.s |
 EN0656| CX6975 CONKLINE AZ MK                                     0004106.0 |
 EN0656| CX6976 CONKLINE RM 1                        12.415 METERS 00551     |
 EN0656| CX6977 CONKLINE RM 2                        10.780 METERS 17947     |
 EN0656| EN0689 CHILDRESS RED RIVER TV MAST         APPROX. 7.2 KM 1833700.2 |
 EN0656| EN0690 CHILDRESS MUN TANK                  APPROX. 7.7 KM 1845007.7 |
 EN0656|---------------------------------------------------------------------|
 EN0656
 EN0656                          SUPERSEDED SURVEY CONTROL
 EN0656
 EN0656  NAD 83(1993)-  34 30 24.39642(N)    100 12 28.08048(W) AD(       ) 2
 EN0656  NAD 83(1986)-  34 30 24.40169(N)    100 12 28.07293(W) AD(       ) 2
 EN0656  NAD 27      -  34 30 24.18050(N)    100 12 26.65979(W) AD(       ) 2
 EN0656  NGVD 29 (07/19/86)  529.7    (m)         1738.     (f) VERT ANG       
 EN0656
 EN0656.Superseded values are not recommended for survey control.
 EN0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0656.See file dsdata.txt to determine how the superseded data were derived.
 EN0656
 EN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8912619011(NAD 83)
 EN0656_MARKER: DS = TRIANGULATION STATION DISK
 EN0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0656_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0656
 EN0656  HISTORY     - Date     Condition        Report By
 EN0656  HISTORY     - 1967     MONUMENTED       CGS
 EN0656
 EN0656                          STATION DESCRIPTION
 EN0656
 EN0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0656'THE STATION IS ABOUT 5-1/2 MILES NORTH-NORTHEAST OF CHILDRESS AND
 EN0656'4-1/2 MILES SOUTH OF THE RED RIVER, ON THE EAST RIGHT-OF-WAY OF
 EN0656'COMBINED U.S. HIGHWAYS 83 AND 62.
 EN0656'
 EN0656'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287, 83 AND
 EN0656'62 IN THE NORTHWEST EDGE OF CHILDRESS, GO NORTH ON COMBINED U.S.
 EN0656'HIGHWAYS 83 AND 62 FOR 5.2 MILES TO THE STATION ON THE RIGHT.  TO
 EN0656'REACH THE AZIMUTH MARK, CONTINUE NORTH ON THE HIGHWAY FOR 0.35
 EN0656'MILE TO THE MARK ON THE LEFT.
 EN0656'
 EN0656'STATION MARK IS A STANDARD DISK, STAMPED CONKLINE 1967, SET IN THE
 EN0656'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS 14
 EN0656'INCHES BELOW THE GROUND SURFACE.  IT IS 51.0 FEET EAST OF THE
 EN0656'HIGHWAY, 6.6 FEET SOUTHWEST OF A WITNESS SIGN FASTENED TO A FENCE
 EN0656'POST AND 3.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.  THE
 EN0656'UNDERGROUND MARK IS 46 INCHES BELOW THE GROUND SURFACE.
 EN0656'
 EN0656'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CONKLINE NO 1 1967, SET
 EN0656'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EN0656'FLUSH WITH THE GROUND SURFACE.  IT IS 53.0 FEET EAST OF THE
 EN0656'CENTERLINE OF THE HIGHWAY, 1.0 FEET WEST OF THE EAST RIGHT-OF-WAY
 EN0656'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0656'
 EN0656'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CONKLINE NO 2 1967, SET
 EN0656'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EN0656'FLUSH WITH THE GROUND SURFACE.  IT IS 53.0 FEET EAST OF THE
 EN0656'CENTERLINE OF THE HIGHWAY, 1.0 FEET WEST OF THE EAST RIGHT-OF-WAY
 EN0656'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0656'
 EN0656'AZIMUTH MARK IS A STANDARD DISK, STAMPED CONKLINE 1967, CEMENTED IN
 EN0656'A DRILL HOLE IN THE TOP AND NEAR THE NORTH END OF THE WEST ABUTMENT
 EN0656'OF A CONCRETE CULVERT.  IT IS 27.0 FEET WEST OF THE CENTERLINE OF THE
 EN0656'HIGHWAY, 23.4 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AND 8
 EN0656'INCHES SOUTH OF A WITNESS SIGN FASTENED TO A REFLECTOR POST.
 EN0656'WITNESS POSTS WERE SET 3.3 FEET NORTHEAST OF THE STATION AND 9.2
 EN0656'FEET NORTHWEST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1359 ***********************************************************************
 GL1359  DESIGNATION -  CONLEN JD CRABTREE GRAIN ELEV
 GL1359  PID         -  GL1359
 GL1359  STATE/COUNTY-  TX/DALLAM
 GL1359  USGS QUAD   -  CONLEN (1965)
 GL1359
 GL1359                         *CURRENT SURVEY CONTROL
 GL1359  ___________________________________________________________________
 GL1359* NAD 83(1993)-  36 14 01.18273(N)    102 14 26.89941(W)     ADJUSTED  
 GL1359* NAVD 88     -                                                        
 GL1359  ___________________________________________________________________
 GL1359  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 GL1359  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 GL1359
 GL1359  HORZ ORDER  -  THIRD
 GL1359
 GL1359.The horizontal coordinates were established by classical geodetic methods
 GL1359.and adjusted by the National Geodetic Survey in February 1996..
 GL1359
 GL1359
 GL1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1359
 GL1359.The geoid height was determined by GEOID03.
 GL1359
 GL1359;                    North         East     Units Scale Factor Converg.
 GL1359;SPC TX N     - 1,248,055.009   133,403.664   MT  1.00001213   -0 25 45.6
 GL1359;SPC TX N     - 4,094,660.48    437,675.19   sFT  1.00001213   -0 25 45.6
 GL1359;UTM  13      - 4,013,396.293   747,973.108   MT  1.00035771   +1 37 54.2
 GL1359
 GL1359                          SUPERSEDED SURVEY CONTROL
 GL1359
 GL1359  NAD 83(1993)-  36 14 01.18241(N)    102 14 26.89985(W) AD(       ) 4
 GL1359  NAD 83(1986)-  36 14 01.19251(N)    102 14 26.88837(W) AD(       ) 4
 GL1359  NAD 27      -  36 14 01.08100(N)    102 14 25.24600(W) AD(       ) 3
 GL1359
 GL1359.Superseded values are not recommended for survey control.
 GL1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1359.See file dsdata.txt to determine how the superseded data were derived.
 GL1359
 GL1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA4797313396(NAD 83)
 GL1359_MARKER: 65 = GRAIN ELEVATOR
 GL1359
 GL1359  HISTORY     - Date     Condition        Report By
 GL1359  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1359
 GL1359                          STATION DESCRIPTION
 GL1359
 GL1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1359'STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 54 IN
 GL1359'THE VILLAGE OF CONLEN.  THE ELEVATOR CONSISTS OF 10 CYLINDRICAL
 GL1359'SHAPED CONCRETE TANKS THAT ARE 120 FEET IN HEIGHT.  A HEAD
 GL1359'HOUSE, THAT IS 20 FEET IN HEIGHT, IS MOUNTED ON THE TOP OF
 GL1359'THE TANKS.  THE CENTER OF THE HEAD HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8401 ***********************************************************************
 AH8401  DESIGNATION -  CONN
 AH8401  PID         -  AH8401
 AH8401  STATE/COUNTY-  TX/ARANSAS
 AH8401  USGS QUAD   -  ARANSAS PASS (1975)
 AH8401
 AH8401                         *CURRENT SURVEY CONTROL
 AH8401  ___________________________________________________________________
 AH8401* NAD 83(1993)-  27 54 28.86546(N)    097 07 57.07377(W)     ADJUSTED  
 AH8401* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 AH8401  ___________________________________________________________________
 AH8401  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH8401  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH8401
 AH8401  HORZ ORDER  -  THIRD
 AH8401
 AH8401.The horizontal coordinates were established by classical geodetic methods
 AH8401.and adjusted by the National Geodetic Survey in August 1998..
 AH8401
 AH8401.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8401
 AH8401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8401
 AH8401.The geoid height was determined by GEOID03.
 AH8401
 AH8401;                    North         East     Units Scale Factor Converg.
 AH8401;SPC TXSC     - 4,009,745.961   783,868.012   MT  1.00017032   +0 54 53.6
 AH8401;SPC TXSC     -13,155,308.21  2,571,740.30   sFT  1.00017032   +0 54 53.6
 AH8401;UTM  14      - 3,088,415.370   683,789.391   MT  1.00001694   +0 52 27.6
 AH8401
 AH8401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8401!SPC TXSC     -   1.00000337  x   1.00017032  =   1.00017369
 AH8401!UTM  14      -   1.00000337  x   1.00001694  =   1.00002031
 AH8401
 AH8401                          SUPERSEDED SURVEY CONTROL
 AH8401
 AH8401  NGVD 29 (08/21/98)    5.3    (m)           17.     (f) VERT ANG       
 AH8401
 AH8401.Superseded values are not recommended for survey control.
 AH8401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8401.See file dsdata.txt to determine how the superseded data were derived.
 AH8401
 AH8401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8378988415(NAD 83)
 AH8401_MARKER: DD = SURVEY DISK
 AH8401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8401_STAMPING: CONN 1989
 AH8401_MARK LOGO: NOS   
 AH8401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8401+STABILITY: SURFACE MOTION
 AH8401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8401+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 AH8401
 AH8401  HISTORY     - Date     Condition        Report By
 AH8401  HISTORY     - 1989     MONUMENTED       NOS
 AH8401  HISTORY     - 20050920 GOOD             INDIV
 AH8401
 AH8401                          STATION DESCRIPTION
 AH8401
 AH8401'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8401'THE STATION IS LOCATED NEAR THE TOP OF A LEVEE EAST FROM CONN BROWN
 AH8401'HARBOR, AND NW FROM THE INTERCOASTAL WATERWAY IN THE TOWN OF ARANSAS
 AH8401'PASS. TO REACH THE STATION FROM THE INTERSECTION OF TEXAS HIGHWAYS 35
 AH8401'AND BUSINESS 35 IN THE NORTH PART OF ARANSAS PASS, GO NE ON 35 FOR 0.4
 AH8401'MILE TO AN INTERSECTION.  TURN RIGHT AND GO SE 0.25 MILE TO A ROAD TO
 AH8401'THE LEFT.  TURN LEFT AND TAKE THE ROAD ALONG THE TOP OF A LEVEE FOR
 AH8401'0.3 MILE.  CONTINUE AHEAD FOR 0.2 MILE ALONG THE TOP OF THE LEVEE TO
 AH8401'THE AREA OF THE STATION ON THE RIGHT. THE STATION IS A NOS BRONZE DISK
 AH8401'STAMPED---CONN 1989---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT.
 AH8401'IT IS LOCATED 10.3 METERS WEST FROM THE CENTERLINE OF THE DIRT ROAD,
 AH8401'AND 2.1 METERS WSW FROM UTILITY POLE NUMBER 3503. DESCRIBED BY P B
 AH8401'WALBOLT.
 AH8401
 AH8401                          STATION RECOVERY (2005)
 AH8401
 AH8401'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RWM)
 AH8401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1108 ***********************************************************************
 CA1108  DESIGNATION -  CONN USGS 1971
 CA1108  PID         -  CA1108
 CA1108  STATE/COUNTY-  TX/MCCULLOCH
 CA1108  USGS QUAD   -  WEST SWEDEN (1987)
 CA1108
 CA1108                         *CURRENT SURVEY CONTROL
 CA1108  ___________________________________________________________________
 CA1108* NAD 83(1993)-  31 07 34.17969(N)    099 29 58.23235(W)     ADJUSTED  
 CA1108* NAVD 88     -       594.78   (+/-2cm)    1951.4    (feet)  VERTCON   
 CA1108  ___________________________________________________________________
 CA1108  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CA1108  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CA1108
 CA1108  HORZ ORDER  -  SECOND
 CA1108  VERT ORDER  -  THIRD ? (See Below)
 CA1108
 CA1108.The horizontal coordinates were established by classical geodetic methods
 CA1108.and adjusted by the National Geodetic Survey in February 1996..
 CA1108
 CA1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1108.The vertical order pertains to the NGVD 29 superseded value.
 CA1108
 CA1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1108
 CA1108.The geoid height was determined by GEOID03.
 CA1108
 CA1108;                    North         East     Units Scale Factor Converg.
 CA1108;SPC TX C     - 3,162,090.518   779,518.784   MT  0.99988410   +0 25 46.1
 CA1108;SPC TX C     -10,374,291.97  2,557,471.21   sFT  0.99988410   +0 25 46.1
 CA1108;UTM  14      - 3,443,691.192   452,376.458   MT  0.99962797   -0 15 29.6
 CA1108
 CA1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1108!SPC TX C     -   0.99991026  x   0.99988410  =   0.99979438
 CA1108!UTM  14      -   0.99991026  x   0.99962797  =   0.99953827
 CA1108
 CA1108                          SUPERSEDED SURVEY CONTROL
 CA1108
 CA1108  NAD 83(1986)-  31 07 34.18769(N)    099 29 58.21809(W) AD(       ) 2
 CA1108  NAD 27      -  31 07 33.57819(N)    099 29 56.99402(W) AD(       ) 2
 CA1108  NGVD 29 (07/19/86)  594.71   (m)         1951.1    (f) LEVELING    3  
 CA1108
 CA1108.Superseded values are not recommended for survey control.
 CA1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1108.See file dsdata.txt to determine how the superseded data were derived.
 CA1108
 CA1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5237643691(NAD 83)
 CA1108_MARKER: A = ALUMINUM MARKER
 CA1108_SETTING: 80 = SET IN A BOULDER
 CA1108_SP_SET: PARTIALLY EXPOSED BOULDER
 CA1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1108+STABILITY: SURFACE MOTION
 CA1108
 CA1108  HISTORY     - Date     Condition        Report By
 CA1108  HISTORY     - 1971     MONUMENTED       USGS
 CA1108
 CA1108                          STATION DESCRIPTION
 CA1108
 CA1108'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CA1108'ALUMINUM TABLET SET IN A LARGE FLAT ROCK PROJECTING
 CA1108'1.5 FEET, 38 FEET NORTH OF FARM TO MARKET ROAD 2028.  THE
 CA1108'TABLET IS STAMPED CONN ET 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0638 ***********************************************************************
 BN0638  DESIGNATION -  CONNALLY
 BN0638  PID         -  BN0638
 BN0638  STATE/COUNTY-  TX/BLANCO
 BN0638  USGS QUAD   -  HOWELL MOUNTAIN (1979)
 BN0638
 BN0638                         *CURRENT SURVEY CONTROL
 BN0638  ___________________________________________________________________
 BN0638* NAD 83(1993)-  30 26 04.88989(N)    098 25 29.56393(W)     ADJUSTED  
 BN0638* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 BN0638  ___________________________________________________________________
 BN0638  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 BN0638  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 BN0638
 BN0638  HORZ ORDER  -  SECOND
 BN0638
 BN0638.The horizontal coordinates were established by classical geodetic methods
 BN0638.and adjusted by the National Geodetic Survey in February 1996..
 BN0638
 BN0638.The orthometric height was scaled from a topographic map.
 BN0638
 BN0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0638
 BN0638.The geoid height was determined by GEOID03.
 BN0638
 BN0638;                    North         East     Units Scale Factor Converg.
 BN0638;SPC TX C     - 3,086,712.763   883,310.092   MT  0.99993031   +0 58 58.7
 BN0638;SPC TX C     -10,126,990.12  2,897,993.19   sFT  0.99993031   +0 58 58.7
 BN0638;UTM  14      - 3,367,094.711   555,226.217   MT  0.99963762   +0 17 28.8
 BN0638
 BN0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0638!SPC TX C     -   0.99992092  x   0.99993031  =   0.99985123
 BN0638!UTM  14      -   0.99992092  x   0.99963762  =   0.99955856
 BN0638
 BN0638:                Primary Azimuth Mark                     Grid Az
 BN0638:SPC TX C     -  MARBLE FALLS SW MUNICIPAL TANK           042 46 41.3
 BN0638:UTM  14      -  MARBLE FALLS SW MUNICIPAL TANK           043 28 11.2
 BN0638
 BN0638|---------------------------------------------------------------------|
 BN0638| PID    Reference Object                     Distance      Geod. Az  |
 BN0638|                                                           dddmmss.s |
 BN0638| BN0596 MARBLE FALLS SW MUNICIPAL TANK      APPROX.20.6 KM 0434540.0 |
 BN0638| CV4622 CONNALLY AZ MK                                     1262202.4 |
 BN0638| CV4623 CONNALLY RM 1                        20.910 METERS 12951     |
 BN0638| BN0641 SANDY HILL MICROWAVE RAD MAST       APPROX.14.3 KM 2573314.1 |
 BN0638| BN0637 WEST RANCH RADIO KKB 323 MAST       APPROX. 5.1 KM 2890536.5 |
 BN0638| CV4624 CONNALLY RM 2                        25.205 METERS 32052     |
 BN0638|---------------------------------------------------------------------|
 BN0638
 BN0638                          SUPERSEDED SURVEY CONTROL
 BN0638
 BN0638  NAD 83(1986)-  30 26 04.90113(N)    098 25 29.54959(W) AD(       ) 2
 BN0638  NAD 27      -  30 26 04.20100(N)    098 25 28.45760(W) AD(       ) 2
 BN0638
 BN0638.Superseded values are not recommended for survey control.
 BN0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0638.See file dsdata.txt to determine how the superseded data were derived.
 BN0638
 BN0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5522667095(NAD 83)
 BN0638_MARKER: DS = TRIANGULATION STATION DISK
 BN0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0638_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0638
 BN0638  HISTORY     - Date     Condition        Report By
 BN0638  HISTORY     - 1956     MONUMENTED       CGS
 BN0638
 BN0638                          STATION DESCRIPTION
 BN0638
 BN0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0638'THE STATION IS LOCATED ABOUT 5-1/4 MILES NORTH-NORTHEAST OF
 BN0638'SANDY, 5 MILES WEST OF ROUND MOUNTAIN, 4-1/2 MILES SOUTH OF
 BN0638'THE BLANCO-LLANO COUNTY LINE, 69 FEET NORTHWEST OF A TRIANGULAR
 BN0638'BLAZED LIVE OAK TREE, 60 FEET NORTH OF THE CENTER OF A TRACK
 BN0638'ROAD, 17 FEET SOUTH OF A WIRE FENCE, 4 FEET SOUTH OF A WHITE
 BN0638'4 IN X 4 IN WITNESS POST, AND ON LAND OWNED BY MR. J.B. CONNALLY
 BN0638'OF FORT WORTH, TEXAS.
 BN0638'
 BN0638'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 1320 AND
 BN0638'1323 IN SANDY, GO EAST ON FARM ROAD 1323 FOR 0.7 MILE TO A GRADED
 BN0638'ROAD ON THE LEFT.  TURN LEFT (NORTH) AND FOLLOW THE GRADED ROAD
 BN0638'FOR 4.25 MILES TO A SIDE ROAD LEFT AND SIGN TEXAS HERFORD RANCH.
 BN0638'TURN LEFT, CROSS CATTLE GUARD AND GO WEST ON RANCH ROAD FOR 1.55
 BN0638'MILES TO A SIDE ROAD ON THE RIGHT ABOUT 100 YARDS BEFORE
 BN0638'REACHING RANCH HOUSE.  TURN RIGHT (NORTH) FOR 0.15 MILE TO A
 BN0638'STEEL GATE.  PASS THROUGH GATE AND CONTINUE ON THE LEFT ROAD
 BN0638'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED
 BN0638'BELOW.  CONTINUE ON THE RANCH ROAD FOR 0.15 MILE TO A
 BN0638'T-INTERSECTION.  TURN LEFT (WEST) AND FOLLOW THE RANCH ROAD
 BN0638'FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 BN0638'
 BN0638'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BN0638'CONNALLY 1956.
 BN0638'
 BN0638'REFERENCE MARK 1 IS 21 FEET NORTHEAST OF THE LIVE OAK TREE.  THE
 BN0638'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED CONNALLY NO 1
 BN0638'1956.
 BN0638'
 BN0638'REFERENCE MARK 2 IS 49.5 FEET NORTH OF THE WIRE FENCE.  THE MARK
 BN0638'IS FLUSH WITH THE SURFACE OF THE BEDROCK, AND THE DISK IS STAMPED
 BN0638'CONNALLY NO 2 1956.
 BN0638'
 BN0638'THE AZIMUTH MARK IS 153 FEET WEST OF THE CENTER OF THE RANCH ROAD,
 BN0638'AND 4 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.  THE
 BN0638'MARK IS FLUSH WITH THE SURFACE OF THE BEDROCK, AND THE DISK IS
 BN0638'STAMPED CONNALLY 1956.
 BN0638'
 BN0638'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1874 ***********************************************************************
 FL1874  DESIGNATION -  CONNALLY
 FL1874  PID         -  FL1874
 FL1874  STATE/COUNTY-  TX/MOORE
 FL1874  USGS QUAD   -  DUMAS NORTH (1965)
 FL1874
 FL1874                         *CURRENT SURVEY CONTROL
 FL1874  ___________________________________________________________________
 FL1874* NAD 83(1993)-  35 59 45.01233(N)    101 57 17.73470(W)     ADJUSTED  
 FL1874* NAVD 88     -      1101.3    (meters)    3613.     (feet)  VERTCON   
 FL1874  ___________________________________________________________________
 FL1874  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 FL1874  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL1874
 FL1874  HORZ ORDER  -  FIRST
 FL1874
 FL1874.The horizontal coordinates were established by classical geodetic methods
 FL1874.and adjusted by the National Geodetic Survey in February 1996..
 FL1874
 FL1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1874
 FL1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1874
 FL1874.The geoid height was determined by GEOID03.
 FL1874
 FL1874;                    North         East     Units Scale Factor Converg.
 FL1874;SPC TX N     - 1,221,510.916   158,981.729   MT  0.99996164   -0 15 49.1
 FL1874;SPC TX N     - 4,007,573.73    521,592.56   sFT  0.99996164   -0 15 49.1
 FL1874;UTM  14      - 3,987,525.755   233,628.708   MT  1.00047438   -1 44 15.8
 FL1874;UTM  13      - 3,987,776.132   774,499.960   MT  1.00052856   +1 47 26.8
 FL1874
 FL1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1874!SPC TX N     -   0.99983128  x   0.99996164  =   0.99979293
 FL1874!UTM  14      -   0.99983128  x   1.00047438  =   1.00030558
 FL1874!UTM  13      -   0.99983128  x   1.00052856  =   1.00035975
 FL1874
 FL1874|---------------------------------------------------------------------|
 FL1874| PID    Reference Object                     Distance      Geod. Az  |
 FL1874|                                                           dddmmss.s |
 FL1874| CJ6965 CONNALLY RM 1                        70.626 METERS 09005     |
 FL1874| CJ6966 CONNALLY RM 2                        87.313 METERS 33020     |
 FL1874| CJ6964 CONNALLY AZ MK                                     3555527.2 |
 FL1874|---------------------------------------------------------------------|
 FL1874
 FL1874                          SUPERSEDED SURVEY CONTROL
 FL1874
 FL1874  NAD 83(1993)-  35 59 45.01172(N)    101 57 17.73460(W) AD(       ) 1
 FL1874  NAD 83(1986)-  35 59 45.02080(N)    101 57 17.72408(W) AD(       ) 1
 FL1874  NAD 27      -  35 59 44.89100(N)    101 57 16.09000(W) AD(       ) 1
 FL1874  NGVD 29 (07/19/86) 1100.8    (m)         3612.     (f) VERT ANG       
 FL1874
 FL1874.Superseded values are not recommended for survey control.
 FL1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1874.See file dsdata.txt to determine how the superseded data were derived.
 FL1874
 FL1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3362987526(NAD 83)
 FL1874_MARKER: DS = TRIANGULATION STATION DISK
 FL1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1874
 FL1874  HISTORY     - Date     Condition        Report By
 FL1874  HISTORY     - 1935     MONUMENTED       CGS
 FL1874  HISTORY     - 1945     GOOD             LOCSUR
 FL1874  HISTORY     - 1953     GOOD             CGS
 FL1874
 FL1874                          STATION DESCRIPTION
 FL1874
 FL1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FL1874'STATION IS ABOUT 10 MILES N AND 1/2 MILE E OF DUMAS ABOUT 2.25
 FL1874'MILES E OF STATE HIGHWAY 9.  IT IS ABOUT 2 MILES S OF TWO GRAIN
 FL1874'ELEVATORS AND A WOOD WATER TANK ON THE ROCK ISLAND RAILROAD.
 FL1874'THE MARK IS IN THE FENCE LINE ON THE N SIDE OF THE ROAD AND IS
 FL1874'27 FEET N OF THE CENTER OF THE ROAD.  IT IS 143 FEET E OF A
 FL1874'FENCE CORNER.  THE MARK PROJECTS 8 INCHES.
 FL1874'
 FL1874'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FL1874'BRONZE DISKS SET IN CONCRETE.
 FL1874'
 FL1874'REFERENCE MARK NO. 1 IS E OF THE STATION.  IT IS 1 FOOT N
 FL1874'OF THE FENCE ON THE N SIDE OF THE ROAD AND IS 28 FEET N OF
 FL1874'THE CENTER OF THE ROAD.  THE MARK PROJECTS 6 INCHES.
 FL1874'
 FL1874'REFERENCE MARK NO. 2 IS NW OF THE STATION.  IT IS 2 FEET E
 FL1874'OF THE FENCE AND PROJECTS 4 INCHES.
 FL1874'
 FL1874'THE AZIMUTH MARK IS N OF THE STATION.  IT IS 20 FEET E OF
 FL1874'THE FENCE ON THE E SIDE OF THE ROAD AND PROJECTS 6 INCHES.
 FL1874'
 FL1874'THE STATION IS REACHED FROM DUMAS BY GOING N ON STATE HIGHWAY
 FL1874'9 FOR 9.5 MILES.  TURN RIGHT OFF THE HIGHWAY AND GO E ON A
 FL1874'GRADED ROAD 2.25 MILES TO THE STATION ON THE N SIDE OF THE ROAD.
 FL1874'A 25-FOOT TOWER CLEARED ALL LINES.
 FL1874
 FL1874                          STATION RECOVERY (1945)
 FL1874
 FL1874'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945 (RLF)
 FL1874'MARK IS IN GOOD CONDITION.  PURE OIL CO.
 FL1874
 FL1874                          STATION RECOVERY (1953)
 FL1874
 FL1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1874'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 FL1874'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FL1874'
 FL1874'THE STATION IS LOCATED IN THE FENCELINE ALONG THE NORTH SIDE
 FL1874'OF AN EAST-WEST DIRT ROAD.  IT IS ABOUT 7 MILES AIRLINE WEST
 FL1874'OF SUNRAY, ABOUT 10 MILES AIRLINE NORTH OF DUMAS, AND 2-1/4
 FL1874'MILES EAST OF U.S. HIGHWAY 287.
 FL1874'
 FL1874'THE STATION IS A STANDARD DISK STAMPED CONNALLY 1935 AND SET
 FL1874'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FL1874'5 INCHES.  IT IS 30 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 FL1874'AND 162 FEET EAST OF THE CENTER LINE OF THE T-ROAD.
 FL1874'
 FL1874'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CONNALLY
 FL1874'NO 1 1935 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 FL1874'THAT PROJECTS 7 INCHES.  IT IS 32 FEET NORTH OF THE CENTER LINE
 FL1874'OF THE DIRT ROAD, 2 FEET NORTH OF THE FENCE, AND ABOUT THE
 FL1874'SAME ELEVATION AS THE STATION.
 FL1874'
 FL1874'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CONNALLY
 FL1874'NO 2 1935 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FL1874'MONUMENT THAT PROJECTS 5 INCHES.  IT IS 31 FEET EAST OF THE
 FL1874'CENTER LINE OF THE ROAD, 270 FEET NORTH OF THE CENTER LINE
 FL1874'OF THE T-ROAD, 1 FOOT EAST OF THE FENCE, AND ABOUT THE SAME
 FL1874'ELEVATION AS THE STATION.
 FL1874'
 FL1874'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FL1874'CONNALLY AZIMUTH 1935 AND SET IN THE TOP OF A 12-INCH SQUARE
 FL1874'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 51 FEET EAST
 FL1874'OF THE CENTER LINE OF THE ROAD, 21 FEET EAST OF THE FENCE,
 FL1874'AND ABOUT MIDWAY BETWEEN 2 POWER LINE POLES.  TO REACH THE
 FL1874'MARK FROM THE STATION GO NORTH ON THE DIRT ROAD FOR 0.35 MILE
 FL1874'TO THE MARK ON THE RIGHT.
 FL1874'
 FL1874'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 FL1874'AND STATE HIGHWAY 152 IN THE NORTH EDGE OF DUMAS GO NORTH ON
 FL1874'U.S. HIGHWAY 287 FOR 9.0 MILES TO A DIRT ROAD RIGHT, EAST.
 FL1874'TURN RIGHT, EAST AND GO 2.25 MILES TO A T-ROAD LEFT AND THE
 FL1874'STATION ON THE LEFT.
 FL1874'
 FL1874'A 24 FOOT WOODEN TOWER WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1094 ***********************************************************************
 CT1094  DESIGNATION -  CONNEL USGS 1961
 CT1094  PID         -  CT1094
 CT1094  STATE/COUNTY-  TX/CALLAHAN
 CT1094  USGS QUAD   -  EULA (1984)
 CT1094
 CT1094                         *CURRENT SURVEY CONTROL
 CT1094  ___________________________________________________________________
 CT1094* NAD 83(1993)-  32 16 25.20035(N)    099 33 27.32156(W)     ADJUSTED  
 CT1094* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 CT1094  ___________________________________________________________________
 CT1094  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CT1094  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CT1094
 CT1094  HORZ ORDER  -  SECOND
 CT1094
 CT1094.The horizontal coordinates were established by classical geodetic methods
 CT1094.and adjusted by the National Geodetic Survey in February 1996..
 CT1094
 CT1094.The orthometric height was scaled from a topographic map.
 CT1094
 CT1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1094
 CT1094.The geoid height was determined by GEOID03.
 CT1094
 CT1094;                    North         East     Units Scale Factor Converg.
 CT1094;SPC TXNC     - 2,067,813.116   500,368.292   MT  0.99996409   -0 34 36.5
 CT1094;SPC TXNC     - 6,784,150.20  1,641,624.97   sFT  0.99996409   -0 34 36.5
 CT1094;UTM  14      - 3,570,906.681   447,489.384   MT  0.99963400   -0 17 51.9
 CT1094
 CT1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1094!SPC TXNC     -   0.99989873  x   0.99996409  =   0.99986283
 CT1094!UTM  14      -   0.99989873  x   0.99963400  =   0.99953277
 CT1094
 CT1094                          SUPERSEDED SURVEY CONTROL
 CT1094
 CT1094  NAD 83(1986)-  32 16 25.20660(N)    099 33 27.30897(W) AD(       ) 2
 CT1094  NAD 27      -  32 16 24.73930(N)    099 33 26.02960(W) AD(       ) 2
 CT1094
 CT1094.Superseded values are not recommended for survey control.
 CT1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1094.See file dsdata.txt to determine how the superseded data were derived.
 CT1094
 CT1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4748970907(NAD 83)
 CT1094_MARKER: DG = GRAVITY STATION DISK
 CT1094_SETTING: 66 = SET IN ROCK OUTCROP
 CT1094_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CT1094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT1094+STABILITY: POSITION/ELEVATION WELL
 CT1094
 CT1094  HISTORY     - Date     Condition        Report By
 CT1094  HISTORY     - 1961     MONUMENTED       CGS
 CT1094
 CT1094                          STATION DESCRIPTION
 CT1094
 CT1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1094'16 MILES SOUTHEAST OF ABILENE, 12-1/2 MILES SOUTHWEST OF BAIRD
 CT1094'AND 1-1/2 MILES NORTHWEST OF DENTON, ON TOP OF A RIDGE IN
 CT1094'PASTURE LAND OWNED BY MR. J.O. CONNEL.
 CT1094'
 CT1094'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DENTON,
 CT1094'DISTANCE BEING 445.39 FEET (135.754 METERS) WEST OF STATION
 CT1094'DENTON.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 CT1094'MARK DISK STAMPED CONNEL 1955, AND IS CEMENTED IN A DRILL HOLE
 CT1094'IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 CT1094'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0830 ***********************************************************************
 DO0830  DESIGNATION -  CONNER
 DO0830  PID         -  DO0830
 DO0830  STATE/COUNTY-  TX/BAYLOR
 DO0830  USGS QUAD   -  SEYMOUR EAST (1966)
 DO0830
 DO0830                         *CURRENT SURVEY CONTROL
 DO0830  ___________________________________________________________________
 DO0830* NAD 83(1993)-  33 33 29.52391(N)    099 11 05.23342(W)     ADJUSTED  
 DO0830* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 DO0830  ___________________________________________________________________
 DO0830  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DO0830  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DO0830
 DO0830  HORZ ORDER  -  FIRST
 DO0830
 DO0830.The horizontal coordinates were established by classical geodetic methods
 DO0830.and adjusted by the National Geodetic Survey in February 1996..
 DO0830
 DO0830.The orthometric height was scaled from a topographic map.
 DO0830
 DO0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0830
 DO0830.The geoid height was determined by GEOID03.
 DO0830
 DO0830;                    North         East     Units Scale Factor Converg.
 DO0830;SPC TXNC     - 2,209,962.746   536,416.532   MT  0.99991160   -0 22 24.5
 DO0830;SPC TXNC     - 7,250,519.44  1,759,893.24   sFT  0.99991160   -0 22 24.5
 DO0830;UTM  14      - 3,713,187.238   482,847.468   MT  0.99960363   -0 06 07.7
 DO0830
 DO0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0830!SPC TXNC     -   0.99993537  x   0.99991160  =   0.99984698
 DO0830!UTM  14      -   0.99993537  x   0.99960363  =   0.99953903
 DO0830
 DO0830|---------------------------------------------------------------------|
 DO0830| PID    Reference Object                     Distance      Geod. Az  |
 DO0830|                                                           dddmmss.s |
 DO0830| CX6979 CONNER RM 1                          29.452 METERS 08436     |
 DO0830| DO0779 MEGARGEL TANK                       APPROX.26.8 KM 1161042.7 |
 DO0830| CX6978 CONNER AZ MK                                       1410344.8 |
 DO0830| DO0869 GOREE TANK                          APPROX.33.1 KM 2524229.9 |
 DO0830| CX6980 CONNER RM 2                          33.640 METERS 27513     |
 DO0830| DO0835 SEYMOUR COURTHOUSE DOME             APPROX. 7.8 KM 2943912.3 |
 DO0830| DO0836 SEYMOUR MUNICIPAL TANK              APPROX. 7.3 KM 3031228.5 |
 DO0830|---------------------------------------------------------------------|
 DO0830
 DO0830                          SUPERSEDED SURVEY CONTROL
 DO0830
 DO0830  NAD 83(1993)-  33 33 29.52583(N)    099 11 05.23404(W) AD(       ) 1
 DO0830  NAD 83(1986)-  33 33 29.53117(N)    099 11 05.22464(W) AD(       ) 1
 DO0830  NAD 27      -  33 33 29.18900(N)    099 11 03.96300(W) AD(       ) 1
 DO0830
 DO0830.Superseded values are not recommended for survey control.
 DO0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0830.See file dsdata.txt to determine how the superseded data were derived.
 DO0830
 DO0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC8284713187(NAD 83)
 DO0830_MARKER: DS = TRIANGULATION STATION DISK
 DO0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0830
 DO0830  HISTORY     - Date     Condition        Report By
 DO0830  HISTORY     - 1935     MONUMENTED       CGS
 DO0830  HISTORY     - 1937     GOOD             TXHD
 DO0830  HISTORY     - 1940     GOOD             TXGS
 DO0830  HISTORY     - 1957     MARK NOT FOUND   CGS
 DO0830  HISTORY     - 1963     MARK NOT FOUND   CGS
 DO0830
 DO0830                          STATION DESCRIPTION
 DO0830
 DO0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0830'STATION IS ON THE LAND OWNED BY MR. T.I. CONNER, IN THE SE
 DO0830'1/4 OF SECTION 176, 4-1/2 MILES ESE OF SEYMOUR AND 4-3/4
 DO0830'MILES W OF RENDHAM.  STATION IS LOCATED 10 FEET S OF AN E-W
 DO0830'FENCE LINE IN PASTURE 0.45 MILE NE OF THE CONNER HOME, ALSO
 DO0830'0.25 MILE W OF THE N-S ROAD.
 DO0830'
 DO0830'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS
 DO0830'OF CONCRETE CYLINDERS.
 DO0830'
 DO0830'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS SET IN BLOCKS
 DO0830'OF CONCRETE.
 DO0830'
 DO0830'REFERENCE MARK NO. 1 IS E OF STATION SET IN AN E-W FENCE LINE.
 DO0830'
 DO0830'REFERENCE MARK NO. 2 IS W OF STATION SET IN AN E-W FENCE LINE.
 DO0830'
 DO0830'AZIMUTH MARK IS REACHED FROM STATION BY GOING SW ON DIM TRAIL
 DO0830'0.45 MILE TO THE CONNER HOME, THENCE S 0.35 MILE TO STATE
 DO0830'HIGHWAY 24, TURN (E) LEFT AND GO 2.1 MILES TO MARK.  MARK
 DO0830'IS SET 40 FEET S OF CENTER LINE OF STATE HIGHWAY 24, IN
 DO0830'RIGHT-OF-WAY FENCE.
 DO0830'
 DO0830'TO REACH STATION FROM JUNCTION OF STATE HIGHWAY 24 AND U.S.
 DO0830'HIGHWAY 283, TWO BLOCKS S OF THE COURTHOUSE IN SEYMOUR, GO
 DO0830'SE ON STATE HIGHWAY 24, ARROW OLNEY FOR 4.75 MILES, TO AN
 DO0830'OBLIQUE CROSS ROAD JUST BEFORE DESCENDING GRADE.  TURN SHARP
 DO0830'LEFT THRU WIRE GATE AND FOLLOW DIM ROAD N TOWARD CONNER HOME
 DO0830'FOR 0.35 MILE, THEN KEEP TO THE RIGHT OF THE CONNER HOME
 DO0830'AND FOLLOW ROAD NE THRU PASTURE FOR 0.45 MILE AND STATION.
 DO0830'
 DO0830'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DO0830
 DO0830                          STATION RECOVERY (1937)
 DO0830
 DO0830'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0830'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 DO0830'IN GOOD CONDITION.
 DO0830
 DO0830                          STATION RECOVERY (1940)
 DO0830
 DO0830'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DO0830'STATION RECOVERED AS DESCRIBED.
 DO0830
 DO0830                          STATION RECOVERY (1957)
 DO0830
 DO0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 DO0830'NEITHER THE STATION NOR THE REFERENCE MARKS COULD BE RECOVERED.
 DO0830'THE PRESENT OWNER PURCHASED THE FARM FROM MR. CONNER AND HE
 DO0830'HAS NEVER SEEN THE MARKS.  HE REPORTS THAT MARKS HAVE BEEN
 DO0830'SEARCHED FOR ON PREVIOUS OCCASIONS BUT HAVE NOT BEEN RECOVERED.
 DO0830'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.  IF THE UNDERGROUND
 DO0830'MARK IS STILL IN PLACE IT MIGHT BE RECOVERED BY USING CUTS
 DO0830'IN SEYMOUR AND THE AZIMUTH MARK.  THE ONLY DIRECTION TO CUTS
 DO0830'AVAILABLE WAS TO THE OIL MILL TANK AND THIS TANK HAS BEEN
 DO0830'TORN DOWN.
 DO0830
 DO0830                          STATION RECOVERY (1963)
 DO0830
 DO0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JHH)
 DO0830'STATION AND REFERENCE MARKS COULD NOT BE RECOVERED.  THEY
 DO0830'APPARENTLY HAVE BEEN DESTROYED.  THE AZIMUTH MARK WAS RECOVERED
 DO0830'IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2014 ***********************************************************************
 BL2014  PACS        -  This is a Primary Airport Control Station.
 BL2014  DESIGNATION -  CONPORT
 BL2014  PID         -  BL2014
 BL2014  STATE/COUNTY-  TX/MONTGOMERY
 BL2014  USGS QUAD   -  CONROE (1976)
 BL2014
 BL2014                         *CURRENT SURVEY CONTROL
 BL2014  ___________________________________________________________________
 BL2014* NAD 83(1993)-  30 21 11.31996(N)    095 25 02.13439(W)     ADJUSTED  
 BL2014* NAVD 88     -        71.493  (meters)     234.56   (feet)  ADJUSTED  
 BL2014  ___________________________________________________________________
 BL2014  EPOCH DATE  -        1995.00
 BL2014  X           -    -520,058.591 (meters)                     COMP
 BL2014  Y           -  -5,484,012.416 (meters)                     COMP
 BL2014  Z           -   3,204,238.574 (meters)                     COMP
 BL2014  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BL2014  ELLIP HEIGHT-          44.00  (meters)          (10/23/00) GPS OBS
 BL2014  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2014  DYNAMIC HT  -          71.398 (meters)     234.24  (feet)  COMP
 BL2014  MODELED GRAV-     979,311.9   (mgal)                       NAVD 88
 BL2014
 BL2014  HORZ ORDER  -  A
 BL2014  VERT ORDER  -  FIRST     CLASS I
 BL2014  ELLP ORDER  -  FOURTH    CLASS II
 BL2014
 BL2014.This mark is at Montgomery Co (CXO) Airport (CXO)
 BL2014
 BL2014.The horizontal coordinates were established by GPS observations
 BL2014.and adjusted by the National Geodetic Survey in June 1995..
 BL2014.The horizontal coordinates are valid at the epoch date displayed above.
 BL2014.The epoch date for horizontal control is a decimal equivalence
 BL2014.of Year/Month/Day.
 BL2014
 BL2014.The orthometric height was determined by differential leveling
 BL2014.and adjusted by the National Geodetic Survey in June 1991..
 BL2014.WARNING-GPS observations at this control monument resulted in a GPS
 BL2014.derived orthometric height which differed from the leveled height by
 BL2014.more than one decimeter (0.1 meter).
 BL2014
 BL2014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2014
 BL2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2014
 BL2014.The ellipsoidal height was determined by GPS observations
 BL2014.and is referenced to NAD 83.
 BL2014
 BL2014.The geoid height was determined by GEOID03.
 BL2014
 BL2014.The dynamic height is computed by dividing the NAVD 88
 BL2014.geopotential number by the normal gravity value computed on the
 BL2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2014.degrees latitude (g = 980.6199 gals.).
 BL2014
 BL2014.The modeled gravity was interpolated from observed gravity values.
 BL2014
 BL2014;                    North         East     Units Scale Factor Converg.
 BL2014;SPC TX C     - 3,086,542.118 1,172,465.551   MT  0.99994528   +2 31 55.4
 BL2014;SPC TX C     -10,126,430.27  3,846,664.06   sFT  0.99994528   +2 31 55.4
 BL2014;UTM  15      - 3,360,395.299   267,656.817   MT  1.00026603   -1 13 19.4
 BL2014
 BL2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2014!SPC TX C     -   0.99999309  x   0.99994528  =   0.99993837
 BL2014!UTM  15      -   0.99999309  x   1.00026603  =   1.00025912
 BL2014
 BL2014:                Primary Azimuth Mark                     Grid Az
 BL2014:SPC TX C     -  CONPORT AZ MK                            014 12 39.0
 BL2014:UTM  15      -  CONPORT AZ MK                            017 57 53.8
 BL2014
 BL2014|---------------------------------------------------------------------|
 BL2014| PID    Reference Object                     Distance      Geod. Az  |
 BL2014|                                                           dddmmss.s |
 BL2014| BL2015 CONPORT AZ MK                       496.856 METERS 0164434.4 |
 BL2014|---------------------------------------------------------------------|
 BL2014
 BL2014                          SUPERSEDED SURVEY CONTROL
 BL2014
 BL2014  ELLIP H (06/30/95)   44.13   (m)                       GP(1995.00) 1 1
 BL2014  ELLIP H (01/21/93)   44.12   (m)                       GP(       ) 4 2
 BL2014  NAD 83(1986)-  30 21 11.33099(N)    095 25 02.11272(W) AD(       ) 3
 BL2014  NAD 83(1986)-  30 21 11.32709(N)    095 25 02.10832(W) AD(       ) 3
 BL2014  NAVD 88 (02/20/96)   71.49   (m)          234.5    (f) LEVELING    3  
 BL2014  NGVD 29 (12/23/87)   71.496  (m)          234.57   (f) ADJUSTED    1 1
 BL2014
 BL2014.Superseded values are not recommended for survey control.
 BL2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2014.See file dsdata.txt to determine how the superseded data were derived.
 BL2014
 BL2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6765760395(NAD 83)
 BL2014_MARKER: I = METAL ROD
 BL2014_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2014_SP_SET: STEEL ROD
 BL2014_STAMPING: CONPORT 1987
 BL2014_MARK LOGO: NGS   
 BL2014_PROJECTION: FLUSH
 BL2014_MAGNETIC: I = MARKER IS A STEEL ROD
 BL2014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL2014+STABILITY: POSITION/ELEVATION WELL
 BL2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2014+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 BL2014_ROD/PIPE-DEPTH: 5.8  meters
 BL2014_SLEEVE-DEPTH  : 1.5 meters
 BL2014
 BL2014  HISTORY     - Date     Condition        Report By
 BL2014  HISTORY     - 1987     MONUMENTED       NGS
 BL2014  HISTORY     - 1987     GOOD             NGS
 BL2014  HISTORY     - 19870615 GOOD             NGS
 BL2014  HISTORY     - 19941210 GOOD             NGS
 BL2014  HISTORY     - 19941211 GOOD             NGS
 BL2014  HISTORY     - 20010709 GOOD             JCLS
 BL2014  HISTORY     - 20060530 GOOD             JAC
 BL2014
 BL2014                          STATION DESCRIPTION
 BL2014
 BL2014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL2014'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI)
 BL2014'NORTHWEST OF CUT-AND-SHOOT, 6.4 KM (4.0 MI) SOUTH-SOUTHEAST OF
 BL2014'WILLIS AND 4.8 KM (3.0 MI) NORTH-NORTHEAST OF CONROE, AT THE
 BL2014'MONTGOMERY COUNTY AIRPORT.
 BL2014'OWNERSHIP--MONTGOMERY COUNTY, JOE CRANFILL, ASSISTANT MANAGER, PO
 BL2014'DRAWER 2279, CONROE TEXAS 77301, PHONE 409-756-7311.
 BL2014'
 BL2014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 105 AND
 BL2014'LOOP 336, ABOUT 4.8 KM (3.0 MI) EAST OF CONROE.  GO NORTHWEST ON
 BL2014'LOOP 336 FOR 3.5 KM (2.2 MI) TO FARM ROAD 1484 (AIRPORT ROAD) ON THE
 BL2014'RIGHT, TURN RIGHT AND GO NORTH FOR 1.5 KM (0.95 MI) TO THE
 BL2014'NORTHWEST ENTRANCE TO THE AIRPORT.  TURN RIGHT AND GO SOUTHEAST
 BL2014'ALONG ENTRANCE ROAD FOR 0.6 KM (0.35 MI) TO A GATE, CONTINUE
 BL2014'THROUGH THE GATE FOR 0.2 KM (0.1 MI) TO THE EAST EDGE OF THE APRON.
 BL2014'GO NORTHEASTERLY ON THE TAXIWAY FOR 0.1 KM (0.05 MI) TO THE STATION
 BL2014'ON THE LEFT.
 BL2014'
 BL2014'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BL2014'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 BL2014'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH
 BL2014'A LOGO CAP STAMPED---CONPORT 1987---, THE ROD IS RECESSED 1 CM
 BL2014'BELOW THE GROUND SURFACE. LOCATED
 BL2014'42.8 METERS (140.4 FT) WEST FROM THE CENTER OF THE RUNWAY,
 BL2014'31.2 METERS (102.4 FT) SOUTHEAST FROM THE WINDSOX POLE,
 BL2014'27.0 METERS (88.6 FT) NORTHWEST FROM THE CENTER OF THE INTERSECTION
 BL2014'OF THE RUNWAY AND TAXIWAY CROSSING AND
 BL2014'21.9 METERS (71.9 FT) NORTH FROM THE CENTER OF TAXIWAY.
 BL2014'
 BL2014'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 BL2014'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE 3 FEET LONG
 BL2014'FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A LOGO
 BL2014'CAP STAMPED---CONPORT AZ MK 1987---, THE ROD IS RECESSED 1 CM BELOW
 BL2014'THE GROUND SURFACE.  LOCATED
 BL2014'46.4 METERS (152.2 FT) WEST FROM THE CENTERLINE OF RUNWAY 1/19,
 BL2014'41.0 METERS (134.5 FT) NORTHEAST FROM THE CENTERLINE OF RUNWAY
 BL2014'14/32,
 BL2014'3.8 METERS (12.5 FT) SOUTH FROM THE SOUTH CORNER OF THE NORTHEAST
 BL2014'VASI LIGHT AND
 BL2014'3.2 METERS (10.5 FT) SOUTHEAST FROM THE EAST CORNER OF THE
 BL2014'SOUTHWEST VASI LIGHT.
 BL2014'TO REACH THE AZIMUTH FROM THE STATION,
 BL2014'GO NORTH FOR 0.3 KM (0.2 MI) ON THE RUNWAY SHOULDER TO THE
 BL2014'SOUTHWEST EDGE OF A RUNWAY, CONTINUE ACROSS RUNWAY FOR 0.2 KM (0.1
 BL2014'MI) TO THE MARK ON THE LEFT AT VASI LIGHTS.
 BL2014'
 BL2014'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 BL2014'
 BL2014'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BL2014'
 BL2014'DESCRIBED BY B.L. LAMBERT.
 BL2014
 BL2014                          STATION RECOVERY (1987)
 BL2014
 BL2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL2014'7.2 KM (4.5 MI) NNE FROM CONROE.
 BL2014'0.2 KM (0.10 MI) NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS
 BL2014'JUNCTION WITH AVENUE A IN CONROE, THENCE 1.1 KM (0.70 MI) EASTERLY
 BL2014'ALONG STATE HIGHWAY 105, THENCE 5.0 KM (3.10 MI) NORTHEASTERLY ALONG
 BL2014'FARM ROAD 1484, THENCE 0.6 KM (0.35 MI) SOUTHEASTERLY ALONG THE
 BL2014'MONTGOMERY COUNTY AIRPORT ENTRANCE ROAD, THENCE 0.2 KM (0.10 MI)
 BL2014'SOUTHEAST TO A CONCRETE APRON, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG
 BL2014'THE BRAVO TAXIWAY, 42.8 M (140.4 FT) WEST OF THE CENTER OF RUNWAY 119
 BL2014'(NORTH-SOUTH), 31.2 M (102.4 FT) SOUTHEAST OF A WINDSOCK, AND 21.9
 BL2014'(71.9 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE TAXIWAY.
 BL2014'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.  THE
 BL2014'SLEEVE DEPTH IS 0.9 METER.
 BL2014'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 BL2014
 BL2014                          STATION RECOVERY (1987)
 BL2014
 BL2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RAH)
 BL2014'THE STATION IS LOCATED AT THE MONTGOMERY COUNTY AIRPORT NEAR THE
 BL2014'WINDSOCK AND SEGMENTED CIRCLE.  THE STATION IS 261.9 FT (79.8 M) ESE
 BL2014'OF THE SSW-NNE TAXIWAY, 102.6 FT (31.3 M) SE OF THE WINDSOCK, 138.6 FT
 BL2014'(42.2 M) WNW OF THE RUNWAY CENTERLINE, 64.7 FT (19.7 M) NW OF THE
 BL2014'CONNECTOR TAXIWAY, AND 192.7 FT (58.7 M) NE OF THE NE CORNER OF A
 BL2014'CONCRETE STORM DRAIN.  THE STATION IS A PUNCH MARK ON THE TOP OF A
 BL2014'STAINLESS STEEL ROD WHICH IS ENCASED IN A 5 INCH PVC PIPE WITH A LOGO
 BL2014'CAP STAMPED CONPORT 1987.
 BL2014
 BL2014                          STATION RECOVERY (1994)
 BL2014
 BL2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 BL2014'RECOVERED AS DESCRIBED WITH CHANGES.  THE STATION IS LOCATED 1.8 M
 BL2014'(5.9 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 BL2014
 BL2014                          STATION RECOVERY (1994)
 BL2014
 BL2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 BL2014'RECOVERED AS PREVIOUSLY DESCRIBED.THE STATION IS LOCATED 6.0 FT
 BL2014'SOUTHWEST OF CARSONITE WITNESS POST.  THE ACTUAL ROD DEPTH IS UNKNOWN.
 BL2014
 BL2014                          STATION RECOVERY (2001)
 BL2014
 BL2014'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BL2014'RECOVERED IN GOOD CONDITION.
 BL2014
 BL2014                          STATION RECOVERY (2006)
 BL2014
 BL2014'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 BL2014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2015 ***********************************************************************
 BL2015  SACS        -  This is a Secondary Airport Control Station.
 BL2015  DESIGNATION -  CONPORT AZ MK
 BL2015  PID         -  BL2015
 BL2015  STATE/COUNTY-  TX/MONTGOMERY
 BL2015  USGS QUAD   -  CONROE (1976)
 BL2015
 BL2015                         *CURRENT SURVEY CONTROL
 BL2015  ___________________________________________________________________
 BL2015* NAD 83(1993)-  30 21 26.77076(N)    095 24 56.77464(W)     ADJUSTED  
 BL2015* NAVD 88     -        70.103  (meters)     230.00   (feet)  ADJUSTED  
 BL2015  ___________________________________________________________________
 BL2015  X           -    -519,893.282 (meters)                     COMP
 BL2015  Y           -  -5,483,785.350 (meters)                     COMP
 BL2015  Z           -   3,204,648.435 (meters)                     COMP
 BL2015  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BL2015  ELLIP HEIGHT-          42.60  (meters)          (07/24/01) GPS OBS
 BL2015  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL2015  DYNAMIC HT  -          70.009 (meters)     229.69  (feet)  COMP
 BL2015  MODELED GRAV-     979,312.0   (mgal)                       NAVD 88
 BL2015
 BL2015  HORZ ORDER  -  FIRST
 BL2015  VERT ORDER  -  FIRST     CLASS I
 BL2015  ELLP ORDER  -  FIFTH     CLASS I
 BL2015
 BL2015.This mark is at Montgomery Co (CXO) Airport (CXO)
 BL2015
 BL2015.The horizontal coordinates were established by GPS observations
 BL2015.and adjusted by the National Geodetic Survey in March 1997..
 BL2015
 BL2015.The orthometric height was determined by differential leveling
 BL2015.and adjusted by the National Geodetic Survey in June 1991..
 BL2015
 BL2015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2015
 BL2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2015
 BL2015.The ellipsoidal height was determined by GPS observations
 BL2015.and is referenced to NAD 83.
 BL2015
 BL2015.The geoid height was determined by GEOID03.
 BL2015
 BL2015.The dynamic height is computed by dividing the NAVD 88
 BL2015.geopotential number by the normal gravity value computed on the
 BL2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2015.degrees latitude (g = 980.6199 gals.).
 BL2015
 BL2015.The modeled gravity was interpolated from observed gravity values.
 BL2015
 BL2015;                    North         East     Units Scale Factor Converg.
 BL2015;SPC TX C     - 3,087,023.743 1,172,587.518   MT  0.99994444   +2 31 58.2
 BL2015;SPC TX C     -10,128,010.40  3,847,064.22   sFT  0.99994444   +2 31 58.2
 BL2015;UTM  15      - 3,360,868.056   267,810.107   MT  1.00026515   -1 13 17.3
 BL2015
 BL2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2015!SPC TX C     -   0.99999331  x   0.99994444  =   0.99993775
 BL2015!UTM  15      -   0.99999331  x   1.00026515  =   1.00025846
 BL2015
 BL2015:                Primary Azimuth Mark                     Grid Az
 BL2015:SPC TX C     -  CONPORT                                  194 12 38.9
 BL2015:UTM  15      -  CONPORT                                  197 57 54.4
 BL2015
 BL2015|---------------------------------------------------------------------|
 BL2015| PID    Reference Object                     Distance      Geod. Az  |
 BL2015|                                                           dddmmss.s |
 BL2015| BL2014 CONPORT                             496.856 METERS 1964437.1 |
 BL2015|---------------------------------------------------------------------|
 BL2015
 BL2015                          SUPERSEDED SURVEY CONTROL
 BL2015
 BL2015  NAD 83(1993)-  30 21 26.77115(N)    095 24 56.77575(W) AD(       ) 3
 BL2015  ELLIP H (02/16/96)   42.73   (m)                       GP(       ) 5 1
 BL2015  ELLIP H (01/21/93)   42.72   (m)                       GP(       ) 4 2
 BL2015  NAD 83(1986)-  30 21 26.78250(N)    095 24 56.75438(W) AD(       ) 3
 BL2015  NAD 83(1986)-  30 21 26.78360(N)    095 24 56.75470(W) AD(       ) 3
 BL2015  NAVD 88 (03/13/97)   70.10   (m)          230.0    (f) LEVELING    3  
 BL2015  NGVD 29 (12/23/87)   70.105  (m)          230.00   (f) ADJUSTED    1 1
 BL2015
 BL2015.Superseded values are not recommended for survey control.
 BL2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2015.See file dsdata.txt to determine how the superseded data were derived.
 BL2015
 BL2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6781060868(NAD 83)
 BL2015_MARKER: I = METAL ROD
 BL2015_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2015_SP_SET: STEEL ROD
 BL2015_STAMPING: CONPORT AZ MK 1987
 BL2015_MARK LOGO: NGS   
 BL2015_PROJECTION: FLUSH
 BL2015_MAGNETIC: I = MARKER IS A STEEL ROD
 BL2015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL2015+STABILITY: POSITION/ELEVATION WELL
 BL2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2015+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 BL2015_ROD/PIPE-DEPTH: 7.3  meters
 BL2015_SLEEVE-DEPTH  : 1.5 meters
 BL2015
 BL2015  HISTORY     - Date     Condition        Report By
 BL2015  HISTORY     - 1987     MONUMENTED       NGS
 BL2015  HISTORY     - 1987     GOOD             NGS
 BL2015  HISTORY     - 19910615 GOOD             NGS
 BL2015  HISTORY     - 19941210 GOOD             NGS
 BL2015  HISTORY     - 20060530 GOOD             JAC
 BL2015
 BL2015                          STATION DESCRIPTION
 BL2015
 BL2015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL2015'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI)
 BL2015'NORTHWEST OF CUT-AND-SHOOT, 6.4 KM (4.0 MI) SOUTH-SOUTHEAST OF
 BL2015'WILLIS AND 4.8 KM (3.0 MI) NORTH-NORTHEAST OF CONROE, AT THE
 BL2015'MONTGOMERY COUNTY AIRPORT.
 BL2015'OWNERSHIP--MONTGOMERY COUNTY, JOE CRANFILL, ASSISTANT MANAGER, PO
 BL2015'DRAWER 2279, CONROE TEXAS 77301, PHONE 409-756-7311.
 BL2015'
 BL2015'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 105 AND
 BL2015'LOOP 336, ABOUT 4.8 KM (3.0 MI) EAST OF CONROE.  GO NORTHWEST ON
 BL2015'LOOP 336 FOR 3.5 KM (2.2 MI) TO FARM ROAD 1484 (AIRPORT ROAD) ON
 BL2015'THE RIGHT, TURN RIGHT AND GO NORTH FOR 1.5 KM (0.95 MI) TO THE
 BL2015'NORTHWEST ENTRANCE TO THE AIRPORT.  TURN RIGHT AND GO SOUTHEAST
 BL2015'ALONG ENTRANCE ROAD FOR 0.6 KM (0.35 MI) TO A GATE, CONTINUE
 BL2015'THROUGH THE GATE FOR 0.2 KM (0.1 MI) TO THE EAST EDGE OF THE APRON.
 BL2015'GO NORTHEASTERLY ON THE TAXIWAY FOR 0.1 KM (0.05 MI) TO STATION
 BL2015'CONPORT ON THE LEFT, CONTINUE NORTHERLY ON THE RUNWAY SHOULDER
 BL2015'FOR 0.3 KM (0.2 MI) TO THE SOUTHWEST EDGE OF A RUNWAY, CONTINUE
 BL2015'ACROSS RUNWAY FOR 0.2 KM (0.1 MI) TO THE STATION ON THE LEFT AT
 BL2015'VASI LIGHTS.
 BL2015'
 BL2015'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BL2015'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 BL2015'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 BL2015'LOGO CAP STAMPED---CONPORT AZ MK 1987---, THE ROD IS RECESSED 1 CM
 BL2015'BELOW THE GROUND SURFACE.  LOCATED
 BL2015'46.4 METERS (152.2 FT) WEST FROM THE CENTERLINE OF RUNWAY 1/19,
 BL2015'41.0 METERS (134.5 FT) NORTHEAST FROM THE CENTERLINE OF RUNWAY
 BL2015'14/32,
 BL2015'3.8 METERS (12.5 FT) SOUTH FROM THE SOUTH CORNER OF THE NORTHEAST
 BL2015'VASI LIGHT AND
 BL2015'3.2 METERS (10.5 FT) SOUTHEAST FROM THE EAST CORNER OF THE
 BL2015'SOUTHWEST VASI LIGHT.
 BL2015'
 BL2015'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 BL2015'
 BL2015'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BL2015'
 BL2015'DESCRIBED BY B.L. LAMBERT.
 BL2015
 BL2015                          STATION RECOVERY (1987)
 BL2015
 BL2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL2015'7.6 KM (4.7 MI) NNE FROM CONROE.
 BL2015'0.2 KM (0.10 MI) NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS
 BL2015'JUNCTION WITH AVENUE A IN CONROE, THENCE 1.1 KM (0.70 MI)
 BL2015'NORTHEASTERLY ALONG STATE HIGHWAY 105, THENCE 5.0 KM (3.10 MI)
 BL2015'NORTHEASTERLY ALONG FARM ROAD 1484, THENCE 0.6 KM (0.35 MI) SOUTHEAST
 BL2015'ALONG THE MONTGOMERY COUNTY AIRPORT ENTRANCE ROAD, THENCE 0.5 KM (0.30
 BL2015'MI) NORTH ALONG TAXIWAY ALPHA, THENCE 0.2 KM (0.10 MI) EAST ALONG A
 BL2015'TAXIWAY, 45.1 M (148.0 FT) WEST OF THE CENTER OF RUNWAY 119, 34.6 M
 BL2015'(113.5 FT) NORTHEAST OF THE CENTER OF RUNWAY 14, 4.3 M (14.1 FT) SOUTH
 BL2015'OF THE SOUTH CORNER OF THE MOST NORTHEAST VASI LIGHT, AND 3.6 M (11.8
 BL2015'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE MOST SOUTHWEST VASI
 BL2015'LIGHT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2015'THE SLEEVE DEPTH IS 0.9 METER.
 BL2015'THE MARK IS ABOVE LEVEL WITH THE RUNWAYS.
 BL2015
 BL2015                          STATION RECOVERY (1991)
 BL2015
 BL2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BL2015'THE STATION IS LOCATED ON MONTGOMERY COUNTY AIRPORT NEAR THE NORTH END
 BL2015'OF RUNWAY 1-19.  THE STATION IS LOCATED IN A SMALL TRIANGLE OF GRASS
 BL2015'FORMED BY RUNWAY 14-32, CLOSED TAXIWAY, AND THE BLASTPAD TO RUNWAY 19.
 BL2015'THE STATION IS 130.8 FT (39.9 M) NE OF THE CENTERLINE OF RUNWAY 14-32,
 BL2015'57.9 FT (17.6 M) SE OF THE 2ND RUNWAY LIGHT SOUTH OF THE DSPLCD THR
 BL2015'14, 10.6 FT (3.2 M) SE OF THE SE CORNER OF WESTERLY VASI BASE, 55.5 FT
 BL2015'(16.9 M) S OF THE SW CORNER OF A STORM DRAIN, 124.3 FT (37.9 M) SW OF
 BL2015'THE CLOSED TAXIWAY CENTERLINE, AND 150.6 FT (45.9 M) NW OF THE
 BL2015'CENTERLINE OF THE BLASTPAD.  THE STATION IS A PUNCHMARK ON THE TOP OF
 BL2015'A STAINLESS STEEL ROD WHICH IS ENCASED IN A 5 INCH PVC PIPE WITH A
 BL2015'LOGO CAP STAMPED CONPORT AZ MK 1987.
 BL2015
 BL2015                          STATION RECOVERY (1994)
 BL2015
 BL2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 BL2015'RECOVERED AS DESCRIBED WITH CHANGES.  THE STATION IS LOCATED 0.3 M
 BL2015'(1.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 BL2015
 BL2015                          STATION RECOVERY (2006)
 BL2015
 BL2015'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 BL2015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2220 ***********************************************************************
 BL2220  DESIGNATION -  CONROE
 BL2220  PID         -  BL2220
 BL2220  STATE/COUNTY-  TX/MONTGOMERY
 BL2220  USGS QUAD   -  CONROE (1976)
 BL2220
 BL2220                         *CURRENT SURVEY CONTROL
 BL2220  ___________________________________________________________________
 BL2220* NAD 83(1993)-  30 18 44.98104(N)    095 27 32.51538(W)     ADJUSTED  
 BL2220* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 BL2220  ___________________________________________________________________
 BL2220  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BL2220  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL2220
 BL2220  HORZ ORDER  -  FIRST
 BL2220
 BL2220.The horizontal coordinates were established by classical geodetic methods
 BL2220.and adjusted by the National Geodetic Survey in February 1996..
 BL2220
 BL2220.The orthometric height was scaled from a topographic map.
 BL2220
 BL2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2220
 BL2220.The geoid height was determined by GEOID03.
 BL2220
 BL2220;                    North         East     Units Scale Factor Converg.
 BL2220;SPC TX C     - 3,081,863.660 1,168,650.916   MT  0.99995349   +2 30 38.0
 BL2220;SPC TX C     -10,111,081.02  3,834,148.88   sFT  0.99995349   +2 30 38.0
 BL2220;UTM  15      - 3,355,975.124   263,542.767   MT  1.00028983   -1 14 30.1
 BL2220
 BL2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2220!SPC TX C     -   0.99999412  x   0.99995349  =   0.99994761
 BL2220!UTM  15      -   0.99999412  x   1.00028983  =   1.00028395
 BL2220
 BL2220|---------------------------------------------------------------------|
 BL2220| PID    Reference Object                     Distance      Geod. Az  |
 BL2220|                                                           dddmmss.s |
 BL2220| BL2223 CONROE FIRST METH CHURCH SPIRE      146.457 METERS 07129     |
 BL2220| BL2218 CONROE MUNICIPAL TANK               APPROX. 0.5 KM 1562735.3 |
 BL2220| CV8290 CONROE AZ MK                                       1833220.9 |
 BL2220| BL2221 CONROE LUMBER CO WATER TANK         APPROX. 1.6 KM 1984314.0 |
 BL2220| BL2211 LOOKOUT TOWER NO 7                  APPROX. 8.7 KM 1991557.2 |
 BL2220| BL1256 CONROE RM 1                          25.483 METERS 20058     |
 BL2220| CV8291 CONROE RM 2                          30.718 METERS 34250     |
 BL2220| BL2230 WILLIS MUNICIPAL TANK               APPROX.12.4 KM 3511421.8 |
 BL2220|---------------------------------------------------------------------|
 BL2220
 BL2220                          SUPERSEDED SURVEY CONTROL
 BL2220
 BL2220  NAD 83(1986)-  30 18 44.99446(N)    095 27 32.49847(W) AD(       ) 1
 BL2220  NAD 27      -  30 18 44.24000(N)    095 27 31.71800(W) AD(       ) 1
 BL2220
 BL2220.Superseded values are not recommended for survey control.
 BL2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2220.See file dsdata.txt to determine how the superseded data were derived.
 BL2220
 BL2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6354355975(NAD 83)
 BL2220_MARKER: DS = TRIANGULATION STATION DISK
 BL2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2220
 BL2220  HISTORY     - Date     Condition        Report By
 BL2220  HISTORY     - 1942     MONUMENTED       CGS
 BL2220  HISTORY     - 1951     GOOD             CGS
 BL2220  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 BL2220  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL2220
 BL2220                          STATION DESCRIPTION
 BL2220
 BL2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2220'STATION IS NEAR THE CENTER OF THE TOWN OF CONROE, IN THE SW
 BL2220'CORNER OF THE POST OFFICE GROUNDS AND IN THE NE ANGLE OF THE
 BL2220'INTERSECTION OF SAN JACINTO AND PADDOCK STREETS.  IT IS 92 FEET
 BL2220'N OF THE N CURB OF PADDOCK STREET, 33 FEET E OF THE E CURB OF
 BL2220'SAN JACINTO STREET, AND 167 FEET W OF THE REAR OF THE POST
 BL2220'OFFICE.  IT IS STAMPED CONROE 1942 AND IS FLUSH WITH THE SURFACE
 BL2220'OF THE GROUND.
 BL2220'
 BL2220'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2220'BRONZE DISKS SET IN CONCRETE.
 BL2220'
 BL2220'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 14 FEET N OF THE
 BL2220'N CURB OF PADDOCK STREET, AND 3.5 FEET E OF THE E CURB OF
 BL2220'SAN JACINTO STREET.  IT IS STAMPED CONROE NO. 1 1942 AND IS
 BL2220'FLUSH WITH THE SURFACE OF THE GROUND.
 BL2220'
 BL2220'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 82 FEET S OF THE
 BL2220'S CURB OF THE FIRST E-AND-W STREET N OF PADDOCK STREET, AND 3
 BL2220'FEET E OF THE E CURB OF SAN JACINTO STREET.  IT IS STAMPED CONROE
 BL2220'NO. 2 1942 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BL2220'
 BL2220'THE AZIMUTH MARK IS 0.3 MILE S OF THE STATION, 25 FEET W OF THE W
 BL2220'CURB OF SAN JACINTO STREET, 36 FEET S OF THE S CURB OF AN
 BL2220'E-AND-W STREET, AND 16 FEET N OF THE CENTER LINE OF THE MAIN LINE
 BL2220'RAILROAD TRACKS.  IT IS STAMPED CONROE 1942 AND PROJECTS 6 INCHES.
 BL2220'
 BL2220'A 110-FOOT SIGNAL AT DORA IS VISIBLE AT 90 FEET.
 BL2220'
 BL2220'A 100-FOOT SIGNAL AT WILLIS IS VISIBLE AT 64 FEET.
 BL2220'
 BL2220'A 90-FOOT SIGNAL AT HORCO IS VISIBLE AT 100 FEET.
 BL2220
 BL2220                          STATION RECOVERY (1951)
 BL2220
 BL2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 BL2220'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BL2220
 BL2220                          STATION RECOVERY (1983)
 BL2220
 BL2220'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 BL2220'CONDITION OF MONUMENT--
 BL2220'
 BL2220'CONROE STATION WAS NOT FOUND, APPEARS THAT MONTGOMERY COUNTY LIBRARY
 BL2220'WAS BUILT ON STATION.
 BL2220'
 BL2220'CONDITION OF AZIMUTH MARK--
 BL2220'
 BL2220'FOUND AZIMUTH MARK IN GOOD CONDITION, WAS NOT USED.
 BL2220
 BL2220                          STATION RECOVERY (2004)
 BL2220
 BL2220'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3604 ***********************************************************************
 DH3604  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3604  DESIGNATION -  CONROE CORS ARP
 DH3604  CORS_ID     -  TXCN
 DH3604  PID         -  DH3604
 DH3604  STATE/COUNTY-  TX/MONTGOMERY
 DH3604  USGS QUAD   -  CONROE (1976)
 DH3604
 DH3604                         *CURRENT SURVEY CONTROL
 DH3604  ___________________________________________________________________
 DH3604* NAD 83(CORS)-  30 20 56.20557(N)    095 26 28.33702(W)     ADJUSTED  
 DH3604* NAVD 88     -                                                        
 DH3604  ___________________________________________________________________
 DH3604  EPOCH DATE  -        2002.00
 DH3604  X           -    -522,373.244 (meters)                     COMP
 DH3604  Y           -  -5,484,034.043 (meters)                     COMP
 DH3604  Z           -   3,203,840.061 (meters)                     COMP
 DH3604  ELLIP HEIGHT-          50.20  (meters)          (06/??/05) GPS OBS
 DH3604  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DH3604
 DH3604  HORZ ORDER  -  SPECIAL (CORS)
 DH3604  ELLP ORDER  -  SPECIAL (CORS)
 DH3604
 DH3604.ITRF positions are available for this station.
 DH3604.The coordinates were established by GPS observations
 DH3604.and adjusted by the National Geodetic Survey in June 2005..
 DH3604.The coordinates are valid at the epoch date displayed above.
 DH3604.The epoch date for horizontal control is a decimal equivalence
 DH3604.of Year/Month/Day.
 DH3604
 DH3604
 DH3604.The PID for the CORS L1 Phase Center is DH3605.
 DH3604
 DH3604.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3604
 DH3604.The ellipsoidal height was determined by GPS observations
 DH3604.and is referenced to NAD 83.
 DH3604
 DH3604.The geoid height was determined by GEOID03.
 DH3604
 DH3604;                    North         East     Units Scale Factor Converg.
 DH3604;SPC TX C     - 3,085,975.708 1,170,186.218   MT  0.99994611   +2 31 11.0
 DH3604;SPC TX C     -10,124,571.97  3,839,185.95   sFT  0.99994611   +2 31 11.0
 DH3604
 DH3604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3604!SPC TX C     -   0.99999212  x   0.99994611  =   0.99993823
 DH3604
 DH3604                          SUPERSEDED SURVEY CONTROL
 DH3604
 DH3604.No superseded survey control is available for this station.
 DH3604
 DH3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6534559979(NAD 83)
 DH3604_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3604
 DH3604                          STATION DESCRIPTION
 DH3604
 DH3604'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3604'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3604'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3604'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3604'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3604'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3605 ***********************************************************************
 DH3605  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3605  DESIGNATION -  CONROE CORS L1 PHASE CENTER
 DH3605  CORS_ID     -  TXCN
 DH3605  PID         -  DH3605
 DH3605  STATE/COUNTY-  TX/MONTGOMERY
 DH3605  USGS QUAD   -  CONROE (1976)
 DH3605
 DH3605                         *CURRENT SURVEY CONTROL
 DH3605  ___________________________________________________________________
 DH3605* NAD 83(CORS)-  30 20 56.20558(N)    095 26 28.33700(W)     ADJUSTED  
 DH3605* NAVD 88     -                                                        
 DH3605  ___________________________________________________________________
 DH3605  EPOCH DATE  -        2002.00
 DH3605  X           -    -522,373.249 (meters)                     COMP
 DH3605  Y           -  -5,484,034.103 (meters)                     COMP
 DH3605  Z           -   3,203,840.097 (meters)                     COMP
 DH3605  ELLIP HEIGHT-          50.27  (meters)          (06/??/05) GPS OBS
 DH3605  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DH3605
 DH3605  HORZ ORDER  -  SPECIAL (CORS)
 DH3605  ELLP ORDER  -  SPECIAL (CORS)
 DH3605
 DH3605.ITRF positions are available for this station.
 DH3605.The coordinates were established by GPS observations
 DH3605.and adjusted by the National Geodetic Survey in June 2005..
 DH3605.The coordinates are valid at the epoch date displayed above.
 DH3605.The epoch date for horizontal control is a decimal equivalence
 DH3605.of Year/Month/Day.
 DH3605
 DH3605
 DH3605.The PID for the CORS ARP is DH3604.
 DH3605
 DH3605.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3605
 DH3605.The ellipsoidal height was determined by GPS observations
 DH3605.and is referenced to NAD 83.
 DH3605
 DH3605.The geoid height was determined by GEOID03.
 DH3605
 DH3605;                    North         East     Units Scale Factor Converg.
 DH3605;SPC TX C     - 3,085,975.708 1,170,186.219   MT  0.99994611   +2 31 11.0
 DH3605;SPC TX C     -10,124,571.97  3,839,185.95   sFT  0.99994611   +2 31 11.0
 DH3605
 DH3605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3605!SPC TX C     -   0.99999211  x   0.99994611  =   0.99993822
 DH3605
 DH3605                          SUPERSEDED SURVEY CONTROL
 DH3605
 DH3605.No superseded survey control is available for this station.
 DH3605
 DH3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6534559979(NAD 83)
 DH3605_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3605
 DH3605                          STATION DESCRIPTION
 DH3605
 DH3605'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3605'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3605'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3605'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3605'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3605'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2223 ***********************************************************************
 BL2223  DESIGNATION -  CONROE FIRST METH CHURCH SPIRE
 BL2223  PID         -  BL2223
 BL2223  STATE/COUNTY-  TX/MONTGOMERY
 BL2223  USGS QUAD   -  CONROE (1976)
 BL2223
 BL2223                         *CURRENT SURVEY CONTROL
 BL2223  ___________________________________________________________________
 BL2223* NAD 83(1993)-  30 18 46.49097(N)    095 27 27.31723(W)     ADJUSTED  
 BL2223* NAVD 88     -                                                        
 BL2223  ___________________________________________________________________
 BL2223  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BL2223  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL2223
 BL2223  HORZ ORDER  -  THIRD
 BL2223
 BL2223.The horizontal coordinates were established by classical geodetic methods
 BL2223.and adjusted by the National Geodetic Survey in February 1996..
 BL2223
 BL2223
 BL2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2223
 BL2223.The geoid height was determined by GEOID03.
 BL2223
 BL2223;                    North         East     Units Scale Factor Converg.
 BL2223;SPC TX C     - 3,081,916.194 1,168,787.620   MT  0.99995340   +2 30 40.7
 BL2223;SPC TX C     -10,111,253.38  3,834,597.38   sFT  0.99995340   +2 30 40.7
 BL2223;UTM  15      - 3,356,018.614   263,682.662   MT  1.00028902   -1 14 27.5
 BL2223
 BL2223                          SUPERSEDED SURVEY CONTROL
 BL2223
 BL2223  NAD 83(1986)-  30 18 46.50438(N)    095 27 27.30037(W) AD(       ) 4
 BL2223  NAD 27      -  30 18 45.75000(N)    095 27 26.52100(W) AD(       ) 3
 BL2223
 BL2223.Superseded values are not recommended for survey control.
 BL2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2223.See file dsdata.txt to determine how the superseded data were derived.
 BL2223
 BL2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6368356019(NAD 83)
 BL2223_MARKER: 90 = CHURCH SPIRE
 BL2223
 BL2223  HISTORY     - Date     Condition        Report By
 BL2223  HISTORY     - 1942     FIRST OBSERVED   CGS
 BL2223  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL2223
 BL2223                          STATION DESCRIPTION
 BL2223
 BL2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2223'THIS INTERSECTION STATION IS NEAR THE CENTER OF CONROE, 1
 BL2223'BLOCK N OF THE COURTHOUSE SQUARE, ON THE S SIDE OF TRAYLOR
 BL2223'STREET.  THE BUILDING AND LOWER PART OF THE SPIRE ARE CONSTRUCTED
 BL2223'OF TAN BRICK, WHILE THE UPPER PART OF THE SPIRE IS COVERED
 BL2223'WITH DARK ASBESTOS SHINGLES.  THE CHURCH WAS BUILT IN 1941.
 BL2223'THE POINT LOCATED WAS THE APEX OF THE SPIRE, WHICH IS ABOUT
 BL2223'80 FEET ABOVE THE GROUND AND IS VERY SLIM.
 BL2223
 BL2223                          STATION RECOVERY (2004)
 BL2223
 BL2223'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2219 ***********************************************************************
 BL2219  DESIGNATION -  CONROE GULF ST UTIL CO MAST
 BL2219  PID         -  BL2219
 BL2219  STATE/COUNTY-  TX/MONTGOMERY
 BL2219  USGS QUAD   -  CONROE (1976)
 BL2219
 BL2219                         *CURRENT SURVEY CONTROL
 BL2219  ___________________________________________________________________
 BL2219* NAD 83(1993)-  30 18 27.67361(N)    095 27 22.84936(W)     ADJUSTED  
 BL2219* NAVD 88     -                                                        
 BL2219  ___________________________________________________________________
 BL2219  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BL2219  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2219
 BL2219  HORZ ORDER  -  THIRD
 BL2219
 BL2219.The horizontal coordinates were established by classical geodetic methods
 BL2219.and adjusted by the National Geodetic Survey in February 1996..
 BL2219
 BL2219
 BL2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2219
 BL2219.The geoid height was determined by GEOID03.
 BL2219
 BL2219;                    North         East     Units Scale Factor Converg.
 BL2219;SPC TX C     - 3,081,342.550 1,168,932.264   MT  0.99995449   +2 30 43.0
 BL2219;SPC TX C     -10,109,371.35  3,835,071.94   sFT  0.99995449   +2 30 43.0
 BL2219;UTM  15      - 3,355,436.539   263,789.492   MT  1.00028840   -1 14 24.6
 BL2219
 BL2219                          SUPERSEDED SURVEY CONTROL
 BL2219
 BL2219  NAD 83(1986)-  30 18 27.68717(N)    095 27 22.83289(W) AD(       ) 4
 BL2219  NAD 27      -  30 18 26.92900(N)    095 27 22.04800(W) AD(       ) 3
 BL2219
 BL2219.Superseded values are not recommended for survey control.
 BL2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2219.See file dsdata.txt to determine how the superseded data were derived.
 BL2219
 BL2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6378955437(NAD 83)
 BL2219_MARKER: 42 = RADIO/TV MAST
 BL2219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2219+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL2219
 BL2219  HISTORY     - Date     Condition        Report By
 BL2219  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2219  HISTORY     - 20040918 GOOD             USPSQD
 BL2219  HISTORY     - 20050929 GOOD             USPSQD
 BL2219
 BL2219                          STATION DESCRIPTION
 BL2219
 BL2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2219'THE STATION IS LOCATED IN THE SOUTH-CENTRAL PART OF CONROE.
 BL2219'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES
 BL2219'AND PAINTED ALTERNATELY RED AND WHITE.  THE MAST HAS A RED
 BL2219'BLINKER LIGHT AT THE TOP AND THE OVERALL HEIGHT IS 155 FEET.
 BL2219'
 BL2219'THE RED BLINKER LIGHT AT THE TOP OF THE MAST WAS OBSERVED.
 BL2219
 BL2219                          STATION RECOVERY (2004)
 BL2219
 BL2219'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2219'RECOVERED IN GOOD CONDITION.
 BL2219
 BL2219                          STATION RECOVERY (2005)
 BL2219
 BL2219'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2219'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2221 ***********************************************************************
 BL2221  DESIGNATION -  CONROE LUMBER CO WATER TANK
 BL2221  PID         -  BL2221
 BL2221  STATE/COUNTY-  TX/MONTGOMERY
 BL2221  USGS QUAD   -  CONROE (1976)
 BL2221
 BL2221                         *CURRENT SURVEY CONTROL
 BL2221  ___________________________________________________________________
 BL2221* NAD 83(1993)-  30 17 56.45147(N)    095 27 51.46760(W)     ADJUSTED  
 BL2221* NAVD 88     -                                                        
 BL2221  ___________________________________________________________________
 BL2221  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BL2221  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL2221
 BL2221  HORZ ORDER  -  THIRD
 BL2221
 BL2221.The horizontal coordinates were established by classical geodetic methods
 BL2221.and adjusted by the National Geodetic Survey in February 1996..
 BL2221
 BL2221
 BL2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2221
 BL2221.The geoid height was determined by GEOID03.
 BL2221
 BL2221;                    North         East     Units Scale Factor Converg.
 BL2221;SPC TX C     - 3,080,348.583 1,168,210.458   MT  0.99995632   +2 30 28.2
 BL2221;SPC TX C     -10,106,110.31  3,832,703.81   sFT  0.99995632   +2 30 28.2
 BL2221;SPC TXSC     - 4,278,416.029   940,069.248   MT  1.00000457   +1 43 55.9
 BL2221;SPC TXSC     -14,036,769.92  3,084,210.52   sFT  1.00000457   +1 43 55.9
 BL2221;UTM  15      - 3,354,491.617   263,003.929   MT  1.00029298   -1 14 37.9
 BL2221
 BL2221                          SUPERSEDED SURVEY CONTROL
 BL2221
 BL2221  NAD 83(1986)-  30 17 56.46481(N)    095 27 51.45066(W) AD(       ) 4
 BL2221  NAD 27      -  30 17 55.71273(N)    095 27 50.66888(W) AD(       ) 3
 BL2221
 BL2221.Superseded values are not recommended for survey control.
 BL2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2221.See file dsdata.txt to determine how the superseded data were derived.
 BL2221
 BL2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6300454492(NAD 83)
 BL2221_MARKER: 53 = ELEVATED TANK
 BL2221
 BL2221  HISTORY     - Date     Condition        Report By
 BL2221  HISTORY     - 1942     FIRST OBSERVED   CGS
 BL2221  HISTORY     - 20040918 GOOD             USPSQD
 BL2221
 BL2221                          STATION DESCRIPTION
 BL2221
 BL2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2221'THIS INTERSECTION STATION IS ABOUT 1 MILE SW OF CONROE.  TANK
 BL2221'AND SUPPORTING TOWER ARE OF STEEL CONSTRUCTION, PAINTED
 BL2221'ALUMINUM.  IT IS ABOUT 90 FEET HIGH AND WAS BUILT IN 1925.
 BL2221'POINT LOCATED WAS A FLAGPOLE AT THE CENTER OF THE TOP OF THE
 BL2221'TANK.
 BL2221
 BL2221                          STATION RECOVERY (2004)
 BL2221
 BL2221'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2225 ***********************************************************************
 BL2225  DESIGNATION -  CONROE MONTGOMERY CO CTHSE FS
 BL2225  PID         -  BL2225
 BL2225  STATE/COUNTY-  TX/MONTGOMERY
 BL2225  USGS QUAD   -  CONROE (1976)
 BL2225
 BL2225                         *CURRENT SURVEY CONTROL
 BL2225  ___________________________________________________________________
 BL2225* NAD 83(1993)-  30 18 42.20609(N)    095 27 27.33725(W)     ADJUSTED  
 BL2225* NAVD 88     -                                                        
 BL2225  ___________________________________________________________________
 BL2225  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BL2225  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2225
 BL2225  HORZ ORDER  -  THIRD
 BL2225
 BL2225.The horizontal coordinates were established by classical geodetic methods
 BL2225.and adjusted by the National Geodetic Survey in February 1996..
 BL2225
 BL2225
 BL2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2225
 BL2225.The geoid height was determined by GEOID03.
 BL2225
 BL2225;                    North         East     Units Scale Factor Converg.
 BL2225;SPC TX C     - 3,081,784.356 1,168,792.867   MT  0.99995365   +2 30 40.7
 BL2225;SPC TX C     -10,110,820.84  3,834,614.60   sFT  0.99995365   +2 30 40.7
 BL2225;UTM  15      - 3,355,886.670   263,679.269   MT  1.00028904   -1 14 27.4
 BL2225
 BL2225                          SUPERSEDED SURVEY CONTROL
 BL2225
 BL2225  NAD 83(1986)-  30 18 42.21951(N)    095 27 27.32042(W) AD(       ) 4
 BL2225  NAD 27      -  30 18 41.46400(N)    095 27 26.54000(W) AD(       ) 3
 BL2225
 BL2225.Superseded values are not recommended for survey control.
 BL2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2225.See file dsdata.txt to determine how the superseded data were derived.
 BL2225
 BL2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6367955887(NAD 83)
 BL2225_MARKER: 83 = FLAGSTAFF
 BL2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2225+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL2225
 BL2225  HISTORY     - Date     Condition        Report By
 BL2225  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2225  HISTORY     - 20040918 GOOD             USPSQD
 BL2225  HISTORY     - 20050929 GOOD             USPSQD
 BL2225
 BL2225                          STATION DESCRIPTION
 BL2225
 BL2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2225'THE FLAGSTAFF IS LOCATED AT THE TOP AND NEAR THE CENTER OF
 BL2225'THE FLAT TOPPED COURTHOUSE IN CONROE.  THE OVERALL HEIGHT IS
 BL2225'ABOUT 100 FEET.  THE COURTHOUSE IS LOCATED IN THE CENTER OF
 BL2225'THE SQUARE BETWEEN DAVIS STREET AND SIMONSON STREET ON THE
 BL2225'NORTH AND THE SOUTH AND BETWEEN W. MAIN STREET AND TOMPSON
 BL2225'STREET ON THE EAST AND THE WEST.
 BL2225
 BL2225                          STATION RECOVERY (2004)
 BL2225
 BL2225'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2225'RECOVERED IN GOOD CONDITION.
 BL2225
 BL2225                          STATION RECOVERY (2005)
 BL2225
 BL2225'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2225'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2216 ***********************************************************************
 BL2216  DESIGNATION -  CONROE MUNICIPAL TANK
 BL2216  PID         -  BL2216
 BL2216  STATE/COUNTY-  TX/MONTGOMERY
 BL2216  USGS QUAD   -  CONROE (1976)
 BL2216
 BL2216                         *CURRENT SURVEY CONTROL
 BL2216  ___________________________________________________________________
 BL2216* NAD 83(1993)-  30 19 18.90639(N)    095 27 18.93512(W)     ADJUSTED  
 BL2216* NAVD 88     -                                                        
 BL2216  ___________________________________________________________________
 BL2216  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BL2216  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL2216
 BL2216  HORZ ORDER  -  THIRD
 BL2216
 BL2216.The horizontal coordinates were established by classical geodetic methods
 BL2216.and adjusted by the National Geodetic Survey in February 1996..
 BL2216
 BL2216
 BL2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2216
 BL2216.The geoid height was determined by GEOID03.
 BL2216
 BL2216;                    North         East     Units Scale Factor Converg.
 BL2216;SPC TX C     - 3,082,923.197 1,168,967.585   MT  0.99995154   +2 30 45.0
 BL2216;SPC TX C     -10,114,557.19  3,835,187.82   sFT  0.99995154   +2 30 45.0
 BL2216;UTM  15      - 3,357,012.013   263,928.228   MT  1.00028759   -1 14 24.5
 BL2216
 BL2216                          SUPERSEDED SURVEY CONTROL
 BL2216
 BL2216  NAD 83(1986)-  30 19 18.91990(N)    095 27 18.91882(W) AD(       ) 4
 BL2216  NAD 27      -  30 19 18.16300(N)    095 27 18.13400(W) AD(       ) 3
 BL2216
 BL2216.Superseded values are not recommended for survey control.
 BL2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2216.See file dsdata.txt to determine how the superseded data were derived.
 BL2216
 BL2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6392857012(NAD 83)
 BL2216_MARKER: 53 = ELEVATED TANK
 BL2216
 BL2216  HISTORY     - Date     Condition        Report By
 BL2216  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2216
 BL2216                          STATION DESCRIPTION
 BL2216
 BL2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2216'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF CONROE.  IT
 BL2216'IS 90 FEET EAST OF THE CENTER OF A NORTH-SOUTH OILED ROAD.  IT
 BL2216'IS AN 8 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 BL2216'THE TANK HAS A CONICAL SHAPED ROOF WITH A RED BLINKER LIGHT
 BL2216'AT ITS APEX.  THE OVERALL HEIGHT IS ABOUT 135 FEET.
 BL2216'
 BL2216'THE RED LIGHT AT THE APEX OF THE TANK ROOF WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2218 ***********************************************************************
 BL2218  DESIGNATION -  CONROE MUNICIPAL TANK
 BL2218  PID         -  BL2218
 BL2218  STATE/COUNTY-  TX/MONTGOMERY
 BL2218  USGS QUAD   -  CONROE (1976)
 BL2218
 BL2218                         *CURRENT SURVEY CONTROL
 BL2218  ___________________________________________________________________
 BL2218* NAD 83(1993)-  30 18 29.79823(N)    095 27 24.89221(W)     ADJUSTED  
 BL2218* NAVD 88     -                                                        
 BL2218  ___________________________________________________________________
 BL2218  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BL2218  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2218
 BL2218  HORZ ORDER  -  THIRD
 BL2218
 BL2218.The horizontal coordinates were established by classical geodetic methods
 BL2218.and adjusted by the National Geodetic Survey in February 1996..
 BL2218
 BL2218
 BL2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2218
 BL2218.The geoid height was determined by GEOID03.
 BL2218
 BL2218;                    North         East     Units Scale Factor Converg.
 BL2218;SPC TX C     - 3,081,405.518 1,168,874.870   MT  0.99995437   +2 30 41.9
 BL2218;SPC TX C     -10,109,577.94  3,834,883.64   sFT  0.99995437   +2 30 41.9
 BL2218;UTM  15      - 3,355,503.149   263,736.324   MT  1.00028871   -1 14 25.7
 BL2218
 BL2218                          SUPERSEDED SURVEY CONTROL
 BL2218
 BL2218  NAD 83(1986)-  30 18 29.81166(N)    095 27 24.87530(W) AD(       ) 4
 BL2218  NAD 27      -  30 18 29.05600(N)    095 27 24.09600(W) AD(       ) 3
 BL2218
 BL2218.Superseded values are not recommended for survey control.
 BL2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2218.See file dsdata.txt to determine how the superseded data were derived.
 BL2218
 BL2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6373655503(NAD 83)
 BL2218_MARKER: 53 = ELEVATED TANK
 BL2218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2218+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL2218
 BL2218  HISTORY     - Date     Condition        Report By
 BL2218  HISTORY     - 1942     FIRST OBSERVED   CGS
 BL2218  HISTORY     - 20050929 GOOD             USPSQD
 BL2218
 BL2218                          STATION DESCRIPTION
 BL2218
 BL2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2218'THIS INTERSECTION STATION IS LOCATED ABOUT 2-1/2 BLOCKS S OF
 BL2218'THE COURTHOUSE IN THE CITY OF CONROE.  IT IS ABOUT 40 FEET
 BL2218'E OF THE CENTER LINE OF U.S. HIGHWAY 75 (CITY ROUTE) AND ABOUT
 BL2218'30 FEET SSE OF THE POINT OF INTERSECTION OF THE SANTA FE
 BL2218'RAILROAD (MAIN LINE) WITH U.S. HIGHWAY 75.  THE TANK AND
 BL2218'SUPPORTING TOWER ARE OF STEEL CONSTRUCTION PAINTED ALUMINUM
 BL2218'AND ABOUT 125 FEET HIGH.
 BL2218'
 BL2218'THE POINT LOCATED WAS A STEEL BALL AT THE APEX OF THE CONICAL
 BL2218'ROOF OF THE TANK.
 BL2218
 BL2218                          STATION RECOVERY (2005)
 BL2218
 BL2218'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2218'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2217 ***********************************************************************
 BL2217  DESIGNATION -  CONROE RADIO STA KMCO W MAST
 BL2217  PID         -  BL2217
 BL2217  STATE/COUNTY-  TX/MONTGOMERY
 BL2217  USGS QUAD   -  CONROE (1976)
 BL2217
 BL2217                         *CURRENT SURVEY CONTROL
 BL2217  ___________________________________________________________________
 BL2217* NAD 83(1993)-  30 17 39.03005(N)    095 28 45.54929(W)     ADJUSTED  
 BL2217* NAVD 88     -                                                        
 BL2217  ___________________________________________________________________
 BL2217  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BL2217  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL2217
 BL2217  HORZ ORDER  -  THIRD
 BL2217
 BL2217.The horizontal coordinates were established by classical geodetic methods
 BL2217.and adjusted by the National Geodetic Survey in February 1996..
 BL2217
 BL2217
 BL2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2217
 BL2217.The geoid height was determined by GEOID03.
 BL2217
 BL2217;                    North         East     Units Scale Factor Converg.
 BL2217;SPC TX C     - 3,079,749.514 1,166,790.183   MT  0.99995735   +2 30 00.4
 BL2217;SPC TX C     -10,104,144.86  3,828,044.13   sFT  0.99995735   +2 30 00.4
 BL2217;UTM  15      - 3,353,986.588   261,547.004   MT  1.00030153   -1 15 04.5
 BL2217
 BL2217                          SUPERSEDED SURVEY CONTROL
 BL2217
 BL2217  NAD 83(1986)-  30 17 39.04350(N)    095 28 45.53273(W) AD(       ) 4
 BL2217  NAD 27      -  30 17 38.28600(N)    095 28 44.74600(W) AD(       ) 3
 BL2217
 BL2217.Superseded values are not recommended for survey control.
 BL2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2217.See file dsdata.txt to determine how the superseded data were derived.
 BL2217
 BL2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6154753987(NAD 83)
 BL2217_MARKER: 42 = RADIO/TV MAST
 BL2217
 BL2217  HISTORY     - Date     Condition        Report By
 BL2217  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2217
 BL2217                          STATION DESCRIPTION
 BL2217
 BL2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2217'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTHWEST OF CONROE
 BL2217'AND 0.1 MILE WEST OF A GRADED ROAD.  IT IS ABOUT 200 FEET WEST
 BL2217'OF ANOTHER MAST OF THE SAME SIZE.  IT IS A STEEL TRUSSWORK
 BL2217'STRUCTURE SUPPORTED BY GUY CABLES AND PAINTED ALTERNATELY
 BL2217'RED AND WHITE.  THE OVERALL HEIGHT IS ABOUT 250 FEET.  IT
 BL2217'HAS A RED BLINKER LIGHT AT ITS TOP.
 BL2217'
 BL2217'TO REACH THE STATION FROM THE POST OFFICE IN CONROE, GO WEST
 BL2217'FOR 0.2 MILE TO U.S. HIGHWAY 75.  TURN LEFT, SOUTH, ON U.S.
 BL2217'HIGHWAY 75 FOR 0.6 MILE TO MILL STREET.  TURN RIGHT, WEST,
 BL2217'ON MILL STREET FOR 0.5 MILE TO THE END OF THE PAVED ROAD,
 BL2217'CONTINUE WEST, THEN SOUTHWEST ON A DIRT ROAD FOR 1.0 MILE
 BL2217'TO A GATE ON THE RIGHT AND THE STATION AS DESCRIBED.
 BL2217'
 BL2217'THE TOP OF THE MAST WAS OBSERVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2224 ***********************************************************************
 BL2224  DESIGNATION -  CONROE RADIO STA KMCO E MAST
 BL2224  PID         -  BL2224
 BL2224  STATE/COUNTY-  TX/MONTGOMERY
 BL2224  USGS QUAD   -  CONROE (1976)
 BL2224
 BL2224                         *CURRENT SURVEY CONTROL
 BL2224  ___________________________________________________________________
 BL2224* NAD 83(1993)-  30 17 39.91881(N)    095 28 42.61080(W)     ADJUSTED  
 BL2224* NAVD 88     -                                                        
 BL2224  ___________________________________________________________________
 BL2224  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BL2224  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL2224
 BL2224  HORZ ORDER  -  THIRD
 BL2224
 BL2224.The horizontal coordinates were established by classical geodetic methods
 BL2224.and adjusted by the National Geodetic Survey in February 1996..
 BL2224
 BL2224
 BL2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2224
 BL2224.The geoid height was determined by GEOID03.
 BL2224
 BL2224;                    North         East     Units Scale Factor Converg.
 BL2224;SPC TX C     - 3,079,780.280 1,166,867.434   MT  0.99995730   +2 30 01.9
 BL2224;SPC TX C     -10,104,245.80  3,828,297.57   sFT  0.99995730   +2 30 01.9
 BL2224;UTM  15      - 3,354,012.243   261,626.130   MT  1.00030107   -1 15 03.1
 BL2224
 BL2224                          SUPERSEDED SURVEY CONTROL
 BL2224
 BL2224  NAD 83(1986)-  30 17 39.93227(N)    095 28 42.59423(W) AD(       ) 4
 BL2224  NAD 27      -  30 17 39.17400(N)    095 28 41.80800(W) AD(       ) 3
 BL2224
 BL2224.Superseded values are not recommended for survey control.
 BL2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2224.See file dsdata.txt to determine how the superseded data were derived.
 BL2224
 BL2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6162654012(NAD 83)
 BL2224_MARKER: 42 = RADIO/TV MAST
 BL2224
 BL2224  HISTORY     - Date     Condition        Report By
 BL2224  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2224
 BL2224                          STATION DESCRIPTION
 BL2224
 BL2224'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2224'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTHWEST OF CONROE
 BL2224'AND 0.1 MILE WEST OF A GRADED ROAD.  IT IS ABOUT 200 FEET EAST
 BL2224'OF ANOTHER MAST OF THE SAME SIZE.  IT IS A STEEL TRUSSWORK
 BL2224'STRUCTURE SUPPORTED BY GUY CABLES AND PAINTED ALTERNATELY
 BL2224'RED AND WHITE.  THE OVERALL HEIGHT IS ABOUT 250 FEET.  IT
 BL2224'HAS A RED BLINKER LIGHT AT ITS TOP.
 BL2224'
 BL2224'TO REACH THE STATION FROM THE POST OFFICE IN CONROE, GO WEST
 BL2224'FOR 0.2 MILE TO U.S. HIGHWAY 75.  TURN LEFT, SOUTH, ON U.S.
 BL2224'HIGHWAY 75 FOR 0.6 MILE TO MILL STREET.  TURN RIGHT, WEST,
 BL2224'ON MILL STREET FOR 0.5 MILE TO THE END OF THE PAVED ROAD,
 BL2224'CONTINUE WEST, THEN SOUTHWEST ON A DIRT ROAD FOR 1.0 MILE TO
 BL2224'A GATE ON THE RIGHT AND THE STATION AS DESCRIBED.
 BL2224'
 BL2224'THE TOP OF THE MAST WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1256 ***********************************************************************
 BL1256  DESIGNATION -  CONROE RM 1
 BL1256  PID         -  BL1256
 BL1256  STATE/COUNTY-  TX/MONTGOMERY
 BL1256  USGS QUAD   -  CONROE (1976)
 BL1256
 BL1256                         *CURRENT SURVEY CONTROL
 BL1256  ___________________________________________________________________
 BL1256* NAD 83(1986)-  30 18 44.     (N)    095 27 33.     (W)     SCALED    
 BL1256* NAVD 88     -        63.771  (meters)     209.22   (feet)  ADJUSTED  
 BL1256  ___________________________________________________________________
 BL1256  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1256  DYNAMIC HT  -          63.686 (meters)     208.94  (feet)  COMP
 BL1256  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 BL1256  OBS GRAVITY -     979,307.8   (mgal)                       GRAV_OBS
 BL1256
 BL1256  VERT ORDER  -  FIRST     CLASS I
 BL1256
 BL1256.The horizontal coordinates were scaled from a topographic map and have
 BL1256.an estimated accuracy of +/- 6 seconds.
 BL1256
 BL1256.The orthometric height was determined by differential leveling
 BL1256.and adjusted by the National Geodetic Survey in June 1991..
 BL1256
 BL1256.The geoid height was determined by GEOID03.
 BL1256
 BL1256.The dynamic height is computed by dividing the NAVD 88
 BL1256.geopotential number by the normal gravity value computed on the
 BL1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1256.degrees latitude (g = 980.6199 gals.).
 BL1256
 BL1256.The modeled gravity was interpolated from observed gravity values.
 BL1256.The observed gravity was obtained from relative gravimeter ties
 BL1256.to the IGSN71 gravity network.
 BL1256
 BL1256;                    North         East    Units  Estimated Accuracy
 BL1256;SPC TX C     - 3,081,830.    1,168,640.      MT  (+/- 180 meters Scaled)
 BL1256
 BL1256                          SUPERSEDED SURVEY CONTROL
 BL1256
 BL1256  NGVD 29 (12/23/87)   63.773  (m)          209.23   (f) ADJUSTED    1 1
 BL1256
 BL1256.Superseded values are not recommended for survey control.
 BL1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1256.See file dsdata.txt to determine how the superseded data were derived.
 BL1256
 BL1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP635559(NAD 83)
 BL1256_MARKER: DR = REFERENCE MARK DISK
 BL1256_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BL1256_SP_SET: SIDEWALK
 BL1256_STAMPING: CONROE NO 1 1942
 BL1256_MARK LOGO: CGS   
 BL1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1256+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1256
 BL1256  HISTORY     - Date     Condition        Report By
 BL1256  HISTORY     - 1942     MONUMENTED       CGS
 BL1256  HISTORY     - 1973     GOOD             NGS
 BL1256  HISTORY     - 1978     GOOD             NGS
 BL1256  HISTORY     - 1987     GOOD             USPSQD
 BL1256  HISTORY     - 1987     GOOD             NGS
 BL1256  HISTORY     - 1990     GOOD             USPSQD
 BL1256  HISTORY     - 20040918 GOOD             USPSQD
 BL1256  HISTORY     - 20050929 GOOD             USPSQD
 BL1256
 BL1256                          STATION DESCRIPTION
 BL1256
 BL1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1256'IN CONROE.
 BL1256'ABOUT 0.2 MILE NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1256'AT CONROE, THENCE 0.15 MILE WEST ALONG WEST DAVIS ST., SET ON THE
 BL1256'SOUTHWEST SIDE ON THE MONTGOMERY COUNTY LIBRARY GROUNDS, 38.7 FEET
 BL1256'NORTH OF THE CENTER LINE OF WEST DAVIS ST. 126.3 FEET SOUTH OF THE
 BL1256'SOUTHWEST CORNER OF THE BRICK LIBRARY BUILDING, 20.9 FEET EAST OF THE
 BL1256'CENTER LINE OF SAN JACINTO ST., 18.2 FEET NORTHWEST OF A FIRE PLUG,
 BL1256'AND ABOUT 0.2 FOOT BELOW THE LEVEL OF THE GROUND.
 BL1256
 BL1256                          STATION RECOVERY (1978)
 BL1256
 BL1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1256'ADD=11 FEET NORTH OF NORTH CURB OF WEST DAVIS STREET, 3 FEET EAST
 BL1256'OF EAST CURB OF SAN JACINTO STREET, AND 7 FEET SOUTH OF CATCH BASIN.
 BL1256'MARK IS SET IN AND FLUSH WITH THE SIDEWALK.
 BL1256
 BL1256                          STATION RECOVERY (1987)
 BL1256
 BL1256'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL1256'RECOVERED IN GOOD CONDITION.
 BL1256
 BL1256                          STATION RECOVERY (1987)
 BL1256
 BL1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1256'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN CONROE, AT
 BL1256'THE INTERSECTION OF WEST DAVIS AND SAN JACINTO STREETS.  ADD--7.7 M
 BL1256'(25.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE MONTGOMERY COUNTY
 BL1256'WAR MEMORIAL MONUMENT.
 BL1256
 BL1256                          STATION RECOVERY (1990)
 BL1256
 BL1256'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL1256'RECOVERED IN GOOD CONDITION.
 BL1256
 BL1256                          STATION RECOVERY (2004)
 BL1256
 BL1256'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1256'RECOVERED IN GOOD CONDITION.
 BL1256
 BL1256                          STATION RECOVERY (2005)
 BL1256
 BL1256'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1256'SOUTH OF THE LIBRARY CLOSE TO THE FIREPLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0804 ***********************************************************************
 CV0804  DESIGNATION -  CONTINENTAL
 CV0804  PID         -  CV0804
 CV0804  STATE/COUNTY-  TX/ANDREWS
 CV0804  USGS QUAD   -  SAND RANCH (1971)
 CV0804
 CV0804                         *CURRENT SURVEY CONTROL
 CV0804  ___________________________________________________________________
 CV0804* NAD 83(1993)-  32 14 21.74070(N)    102 49 23.43898(W)     ADJUSTED  
 CV0804* NAVD 88     -      1021.3    (meters)    3351.     (feet)  VERTCON   
 CV0804  ___________________________________________________________________
 CV0804  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CV0804  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CV0804
 CV0804  HORZ ORDER  -  FIRST
 CV0804
 CV0804.The horizontal coordinates were established by classical geodetic methods
 CV0804.and adjusted by the National Geodetic Survey in February 1996..
 CV0804
 CV0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0804
 CV0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0804
 CV0804.The geoid height was determined by GEOID03.
 CV0804
 CV0804;                    North         East     Units Scale Factor Converg.
 CV0804;SPC TXNC     - 2,071,890.978   192,680.522   MT  0.99997232   -2 21 28.2
 CV0804;SPC TXNC     - 6,797,528.98    632,152.68   sFT  0.99997232   -2 21 28.2
 CV0804;UTM  13      - 3,569,047.847   705,097.965   MT  1.00011877   +1 09 41.9
 CV0804
 CV0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0804!SPC TXNC     -   0.99984323  x   0.99997232  =   0.99981555
 CV0804!UTM  13      -   0.99984323  x   1.00011877  =   0.99996198
 CV0804
 CV0804|---------------------------------------------------------------------|
 CV0804| PID    Reference Object                     Distance      Geod. Az  |
 CV0804|                                                           dddmmss.s |
 CV0804| CH8661 CONTINENTAL RM 1                     24.612 METERS 02512     |
 CV0804| CH8662 CONTINENTAL RM 2                     24.560 METERS 29144     |
 CV0804| CH8660 CONTINENTAL AZ MK                                  3484738.6 |
 CV0804|---------------------------------------------------------------------|
 CV0804
 CV0804                          SUPERSEDED SURVEY CONTROL
 CV0804
 CV0804  NAD 83(1993)-  32 14 21.74167(N)    102 49 23.43196(W) AD(       ) 1
 CV0804  NAD 83(1986)-  32 14 21.73979(N)    102 49 23.43005(W) AD(       ) 1
 CV0804  NAD 27      -  32 14 21.36300(N)    102 49 21.82400(W) AD(       ) 1
 CV0804  NGVD 29 (07/19/86) 1020.9    (m)         3349.     (f) VERT ANG       
 CV0804
 CV0804.Superseded values are not recommended for survey control.
 CV0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0804.See file dsdata.txt to determine how the superseded data were derived.
 CV0804
 CV0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR0509869048(NAD 83)
 CV0804_MARKER: DS = TRIANGULATION STATION DISK
 CV0804_SETTING: 0 = UNSPECIFIED SETTING
 CV0804
 CV0804  HISTORY     - Date     Condition        Report By
 CV0804  HISTORY     - 1934     MONUMENTED       CGS
 CV0804  HISTORY     - 1938     GOOD             TXHD
 CV0804  HISTORY     - 1947     GOOD             PHILIP
 CV0804  HISTORY     - 1970     GOOD             USGS
 CV0804  HISTORY     - 19900507 GOOD             USGS
 CV0804
 CV0804                          STATION DESCRIPTION
 CV0804
 CV0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CV0804'STATION IS ABOUT 17 MILES WSW OF ANDREWS, TEXAS, 40 YARDS NW
 CV0804'OF THE HIGHEST POINT OF THE HIGHEST SAND DUNE IN THE VICINITY,
 CV0804'WHICH IS ON THE HIGHEST SAND RIDGE RUNNING SSE AND NNW, 1/3 MILE
 CV0804'N OF AN E-W FENCE IN (APPROX.) SEC. 24, UNIV. BLOCK 12.  THE
 CV0804'MARK PROJECTS 16 INCHES.
 CV0804'
 CV0804'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 CV0804'IN THE TOP OF TILES EMBEDDED IN THE GROUND.
 CV0804'
 CV0804'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CV0804'CONCRETE.
 CV0804'
 CV0804'REFERENCE MARK NO. 1 IS NNE OF THE STATION AND PROJECTS 16
 CV0804'INCHES.
 CV0804'
 CV0804'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND PROJECTS 16
 CV0804'INCHES.
 CV0804'
 CV0804'THE AZIMUTH MARK IS NNW OF THE STATION, 0.1 MILE S OF A DIM
 CV0804'CROSS ROAD, 9 FEET W OF THE CENTER LINE OF A DIM TRACK ROAD
 CV0804'AND PROJECTS 6 INCHES.
 CV0804'
 CV0804'THE STATION IS REACHED FROM ANDREWS, TEXAS BY GOING W FROM
 CV0804'THE CORNER N OF THE HIWAY CAFE ON STATE HIGHWAY 51 ON THE MAIN
 CV0804'GRADED ROAD FOR 5.0 MILES.  A GRADED ROAD FORKS TO THE RIGHT OR
 CV0804'NW OVER A CATTLE GUARD AT A SIGN POINTING TO EUNICE, NEW MEXICO,
 CV0804'CONTINUE STRAIGHT AHEAD, W, ON THE MAIN ROAD FOR 6.2 MILES,
 CV0804'CROSSING A CATTLE GUARD AT 3.8 MILES TO TWIN WINDMILLS 25 FEET
 CV0804'APART ON THE S SIDE OF THE ROAD 0.1 MILE SE OF W.B. COTTENS
 CV0804'RANCH HOUSE AND CONTINUE WESTERLY ON A PLAIN TRACK ROAD FOR
 CV0804'2.5 MILES.  A DIM ROAD FORKS TO THE LEFT.  CONTINUE STRAIGHT
 CV0804'AHEAD ON THE RIGHT FORK ON THE MAIN ROAD FOR 2.2 MILES.
 CV0804'PASS THROUGH A WIRE GATE IN A N-S FENCE, WITH
 CV0804'GALVANIZED-IRON PIPES FOR GATE POSTS, AND CONTINUE W ON A
 CV0804'PLAIN RANCH ROAD FOR 1.0 MILE.  LEAVE THE MAIN ROAD AT A POINT
 CV0804'WHERE IT BEARS SLIGHTLY TO THE RIGHT AND TURN S ON A DIM
 CV0804'TRAIL.  A PLAINER ROAD GOES SE FROM HERE.  THE TRAIL IS
 CV0804'COVERED UP BY SAND ABOUT 0.5 MILE S BUT WITH SOME MANUEVERING
 CV0804'TO AVOID THE WORST SAND A TRUCK CAN BE DRIVEN TO THE HIGHEST
 CV0804'POINT AND THE STATION, WHICH IS 1.1 MILES SSE OF THE POINT
 CV0804'WHERE THE MAIN ROAD TURNS SLIGHTLY TO THE RIGHT.
 CV0804'
 CV0804'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 CV0804'
 CV0804'HEIGHT OF LIGHT ABOVE STATION MARK - 8.64 METERS.
 CV0804
 CV0804                          STATION RECOVERY (1938)
 CV0804
 CV0804'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0804'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0804'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CV0804'
 CV0804'TO REACH THE STATION FROM MAIN INTERSECTION OF GRADED ROAD AND
 CV0804'STATE HIGHWAY 51 IN ANDREWS, AT GULF FILLING STATION, BY GOING
 CV0804'W ON MAIN GRADED ROAD FOR 5.0 MILES TO SIGN AT FORK OF ROAD,
 CV0804'READING TO EUNICE, N. MEX.  CONTINUE WESTERLY ON MAIN GRADED
 CV0804'ROAD FOR 12.9 MILES TO A DIM TRAIL TO LEFT.  TURN LEFT AND
 CV0804'GO S 25 DEG E FOR 0.65 MILE ON THE DIM TRAIL TO TOP OF SANDY
 CV0804'KNOLL AND THE STATION.
 CV0804
 CV0804                          STATION RECOVERY (1947)
 CV0804
 CV0804'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0804'STATION MARK PROJECTING 3 FEET BUT VERY FIRM.  IT IS STAMPED
 CV0804'CONTINENTAL 1935.  AZIMUTH MARK IN PERFECT CONDITION.  BOTH
 CV0804'REFERENCE MARKS STILL VERY FIRM BUT PROJECTING 3 FEET ABOVE
 CV0804'GROUND.
 CV0804
 CV0804                          STATION RECOVERY (1970)
 CV0804
 CV0804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JLP)
 CV0804'NEW ROUTE DESCRIPTION--
 CV0804'
 CV0804'TO REACH THE STATION FROM THE POST OFFICE IN FRANKEL CITY.
 CV0804'GO SOUTH ON FARM ROAD 181 FOR 2.0 MILES TO THE JCT. WITH STATE
 CV0804'HWY 176, CONTINUE SOUTH ON FARM ROAD 181 FOR 6.85 MILES TO A
 CV0804'X-ROAD, TURN RIGHT ON A PAVED ROAD AND GO WSW 3.0 MILES TO A
 CV0804'T-ROAD SOUTH, TURN LEFT, CROSSING CATTLEGUARD, AND GO SOUTH ON
 CV0804'A GRADED ROAD 0.6 MILE, AT THIS POINT LEAVE THE ROAD AND DRIVE
 CV0804'CROSS COUNTRY ESE FOR 0.3 MILE OVER ROUGH SANDY COUNTRY TO A
 CV0804'SMALL BLOWN OUT AREA AND THE STATION SITE.  THE STATION IS
 CV0804'ABOUT 100 FT WEST OF A N-S FENCE AND PROJECTS ABOUT 3-1/2 FT.
 CV0804
 CV0804                          STATION RECOVERY (1990)
 CV0804
 CV0804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JF)
 CV0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1372 ***********************************************************************
 AB1372  DESIGNATION -  CONTINENTAL OIL CO RADIO TOWER
 AB1372  PID         -  AB1372
 AB1372  STATE/COUNTY-  TX/CAMERON
 AB1372  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1372
 AB1372                         *CURRENT SURVEY CONTROL
 AB1372  ___________________________________________________________________
 AB1372* NAD 83(1993)-  25 57 30.28528(N)    097 23 34.04637(W)     ADJUSTED  
 AB1372* NAVD 88     -                                                        
 AB1372  ___________________________________________________________________
 AB1372  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 AB1372  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 AB1372
 AB1372  HORZ ORDER  -  THIRD
 AB1372
 AB1372.The horizontal coordinates were established by classical geodetic methods
 AB1372.and adjusted by the National Geodetic Survey in February 1996..
 AB1372
 AB1372
 AB1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1372
 AB1372.The geoid height was determined by GEOID03.
 AB1372
 AB1372;                    North         East     Units Scale Factor Converg.
 AB1372;SPC TX S     - 5,032,811.105   410,895.387   MT  1.00005898   +0 30 09.7
 AB1372;SPC TX S     -16,511,814.43  1,348,079.28   sFT  1.00005898   +0 30 09.7
 AB1372;UTM  14      - 2,872,066.379   660,915.462   MT  0.99991973   +0 42 13.2
 AB1372
 AB1372                          SUPERSEDED SURVEY CONTROL
 AB1372
 AB1372  NAD 83(1986)-  25 57 30.29647(N)    097 23 33.99830(W) AD(       ) 4
 AB1372  NAD 27      -  25 57 29.01000(N)    097 23 33.07000(W) AD(       ) 3
 AB1372
 AB1372.Superseded values are not recommended for survey control.
 AB1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1372.See file dsdata.txt to determine how the superseded data were derived.
 AB1372
 AB1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP6091572066(NAD 83)
 AB1372_MARKER: 43 = RADIO/TV TOWER
 AB1372
 AB1372  HISTORY     - Date     Condition        Report By
 AB1372  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1372
 AB1372                          STATION DESCRIPTION
 AB1372
 AB1372'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0816 ***********************************************************************
 DO0816  DESIGNATION -  CONTINENTAL OIL CO STANDPIPE
 DO0816  PID         -  DO0816
 DO0816  STATE/COUNTY-  TX/WICHITA
 DO0816  USGS QUAD   -  FOWLKES (1968)
 DO0816
 DO0816                         *CURRENT SURVEY CONTROL
 DO0816  ___________________________________________________________________
 DO0816* NAD 83(1993)-  33 54 23.76295(N)    098 50 15.72775(W)     ADJUSTED  
 DO0816* NAVD 88     -                                                        
 DO0816  ___________________________________________________________________
 DO0816  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 DO0816  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DO0816
 DO0816  HORZ ORDER  -  THIRD
 DO0816
 DO0816.The horizontal coordinates were established by classical geodetic methods
 DO0816.and adjusted by the National Geodetic Survey in February 1996..
 DO0816
 DO0816
 DO0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0816
 DO0816.The geoid height was determined by GEOID03.
 DO0816
 DO0816;                    North         East     Units Scale Factor Converg.
 DO0816;SPC TXNC     - 2,248,447.220   568,767.915   MT  0.99998380   -0 11 03.1
 DO0816;SPC TXNC     - 7,376,780.59  1,866,032.73   sFT  0.99998380   -0 11 03.1
 DO0816;UTM  14      - 3,751,811.995   515,004.246   MT  0.99960278   +0 05 25.9
 DO0816
 DO0816                          SUPERSEDED SURVEY CONTROL
 DO0816
 DO0816  NAD 83(1993)-  33 54 23.76332(N)    098 50 15.72744(W) AD(       ) 4
 DO0816  NAD 83(1986)-  33 54 23.76845(N)    098 50 15.71541(W) AD(       ) 4
 DO0816  NAD 27      -  33 54 23.42653(N)    098 50 14.48185(W) AD(       ) 3
 DO0816
 DO0816.Superseded values are not recommended for survey control.
 DO0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0816.See file dsdata.txt to determine how the superseded data were derived.
 DO0816
 DO0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1500451812(NAD 83)
 DO0816
 DO0816  HISTORY     - Date     Condition        Report By
 DO0816  HISTORY     - 1965     MONUMENTED       CGS
 DO0816  HISTORY     - 20010530 GOOD             USPSQD
 DO0816
 DO0816                          STATION DESCRIPTION
 DO0816
 DO0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0816'THE STATION IS THE CENTER OF THE TOP OF A 75 FEET HIGH, 10 FEET
 DO0816'IN DIAMETER, STEEL, CHEMICAL STANDPIPE LOCATED ON A SMALL HILL,
 DO0816'THE HIGHEST POINT
 DO0816'IN THE VICINITY, ON THE EAST SIDE OF FARM ROAD 367, 1 MILE NORTH
 DO0816'OF THE JUNCTION OF STATE HIGHWAY 25 AND FARM ROAD 367 AT THE
 DO0816'CONTINENTAL OIL CO. KMA GASOLINE PLANT NO. 33.  THE
 DO0816'STANDPIPE IS SILVER COLORED AND HAS A LARGE RED CONOCO TRIANGLE
 DO0816'ON THE TOP.
 DO0816
 DO0816                          STATION RECOVERY (2001)
 DO0816
 DO0816'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0542 ***********************************************************************
 CE0542  DESIGNATION -  CONTROL
 CE0542  PID         -  CE0542
 CE0542  STATE/COUNTY-  TX/EL PASO
 CE0542  USGS QUAD   -  FORT BLISS SE (1994)
 CE0542
 CE0542                         *CURRENT SURVEY CONTROL
 CE0542  ___________________________________________________________________
 CE0542* NAD 83(1993)-  31 47 49.62076(N)    106 22 24.38783(W)     ADJUSTED  
 CE0542* NAVD 88     -      1246.3    (meters)    4089.     (feet)  VERTCON   
 CE0542  ___________________________________________________________________
 CE0542  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 CE0542  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CE0542
 CE0542  HORZ ORDER  -  FIRST
 CE0542
 CE0542.This mark is at El Paso Intl (ELP) Airport (ELP)
 CE0542
 CE0542.The horizontal coordinates were established by classical geodetic methods
 CE0542.and adjusted by the National Geodetic Survey in February 1996..
 CE0542
 CE0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0542
 CE0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0542
 CE0542.The geoid height was determined by GEOID03.
 CE0542
 CE0542;                    North         East     Units Scale Factor Converg.
 CE0542;SPC TX C     - 3,251,705.329   128,291.665   MT  0.99997798   -3 06 39.6
 CE0542;SPC TX C     -10,668,303.23    420,903.57   sFT  0.99997798   -3 06 39.6
 CE0542;UTM  13      - 3,518,769.202   369,980.725   MT  0.99980849   -0 43 25.6
 CE0542
 CE0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0542!SPC TX C     -   0.99980814  x   0.99997798  =   0.99978612
 CE0542!UTM  13      -   0.99980814  x   0.99980849  =   0.99961667
 CE0542
 CE0542:                Primary Azimuth Mark                     Grid Az
 CE0542:SPC TX C     -  DUNE 2                                   069 17 31.1
 CE0542:UTM  13      -  DUNE 2                                   066 54 17.1
 CE0542
 CE0542|---------------------------------------------------------------------|
 CE0542| PID    Reference Object                     Distance      Geod. Az  |
 CE0542|                                                           dddmmss.s |
 CE0542| CE0525 DUNE 2                              APPROX.11.1 KM 0661051.5 |
 CE0542| CE0533 VORTAC EL PASO ELP                  APPROX. 8.9 KM 0762736.3 |
 CE0542| CE0527 SITE MONITER WATER TANK             APPROX. 7.1 KM 0780405.9 |
 CE0542| CE0541 EL PASO EASTWOOD MUN TANK           APPROX. 3.1 KM 1590140.8 |
 CE0542| CE0588 EL PASO BIGGS FIELD STEEL TANK      APPROX. 3.8 KM 3430410.9 |
 CE0542| CE0587 EL PASO BIGGS FIELD E TANK          APPROX. 3.9 KM 3512226.8 |
 CE0542|---------------------------------------------------------------------|
 CE0542
 CE0542                          SUPERSEDED SURVEY CONTROL
 CE0542
 CE0542  NAD 83(1993)-  31 47 49.62278(N)    106 22 24.38654(W) AD(       ) 1
 CE0542  NAD 83(1986)-  31 47 49.62447(N)    106 22 24.38611(W) AD(       ) 1
 CE0542  NAD 27      -  31 47 49.23321(N)    106 22 22.44195(W) AD(       ) 1
 CE0542  NGVD 29 (07/19/86) 1245.7    (m)         4087.     (f) VERT ANG       
 CE0542
 CE0542.Superseded values are not recommended for survey control.
 CE0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0542.See file dsdata.txt to determine how the superseded data were derived.
 CE0542
 CE0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6998118769(NAD 83)
 CE0542_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0542_SETTING: 0 = UNSPECIFIED SETTING
 CE0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0542
 CE0542  HISTORY     - Date     Condition        Report By
 CE0542  HISTORY     - 1980     MONUMENTED       NGS
 CE0542
 CE0542                          STATION DESCRIPTION
 CE0542
 CE0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0542'THE STATION IS LOCATED AT THE EL PASO INTERNATIONAL
 CE0542'AIRPORT AND ON THE ROOF OF THE FAA TRAFFIC CONTROL TOWER.
 CE0542'OWNERSHIP--EL PASO INTERNATIONAL AIRPORT, PERMISSION GRANTED
 CE0542'BY ROYCE L. HUGHES, 2050 HAWKINS BOULEVARD, EL PASO, TX
 CE0542'79925, TELEPHONE NUMBER 915-778-3231.
 CE0542'
 CE0542'THE STATION IS A STANDARD NGS DISK
 CE0542'STAMPED---CONTROL 1980---,
 CE0542'EPOXYED TO THE ROOF OF THE CONTROL TOWER.
 CE0542'IT IS LOCATED
 CE0542'3.68 METERS WEST-SOUTHWEST FROM THE CENTER OF THE HATCH OPENING
 CE0542'TO THE ROOF AND
 CE0542'1.92 METERS NORTH FROM THE SOUTHWEST CORNER OF THE ROOF.
 CE0542'
 CE0542'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 CE0542'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3023 ***********************************************************************
 CS3023  DESIGNATION -  CONVAIR PE SURVEY 11 1967
 CS3023  PID         -  CS3023
 CS3023  STATE/COUNTY-  TX/TARRANT
 CS3023  USGS QUAD   -  LAKE WORTH (1982)
 CS3023
 CS3023                         *CURRENT SURVEY CONTROL
 CS3023  ___________________________________________________________________
 CS3023* NAD 83(1993)-  32 46 37.04354(N)    097 26 43.56907(W)     ADJUSTED  
 CS3023* NAVD 88     -       197.20   (+/-2cm)     647.0    (feet)  VERTCON   
 CS3023  ___________________________________________________________________
 CS3023  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CS3023  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CS3023
 CS3023  HORZ ORDER  -  SECOND
 CS3023  VERT ORDER  -  THIRD ? (See Below)
 CS3023
 CS3023.The horizontal coordinates were established by classical geodetic methods
 CS3023.and adjusted by the National Geodetic Survey in February 1996..
 CS3023
 CS3023.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3023.The vertical order pertains to the NGVD 29 superseded value.
 CS3023
 CS3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3023
 CS3023.The geoid height was determined by GEOID03.
 CS3023
 CS3023;                    North         East     Units Scale Factor Converg.
 CS3023;SPC TXNC     - 2,123,615.693   698,786.515   MT  0.99988405   +0 34 30.6
 CS3023;SPC TXNC     - 6,967,229.15  2,292,602.09   sFT  0.99988405   +0 34 30.6
 CS3023;UTM  14      - 3,627,630.202   645,592.647   MT  0.99986138   +0 50 30.3
 CS3023
 CS3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3023!SPC TXNC     -   0.99997344  x   0.99988405  =   0.99985749
 CS3023!UTM  14      -   0.99997344  x   0.99986138  =   0.99983482
 CS3023
 CS3023                          SUPERSEDED SURVEY CONTROL
 CS3023
 CS3023  NAD 83(1993)-  32 46 37.04648(N)    097 26 43.55235(W) AD(       ) 2
 CS3023  NAD 83(1986)-  32 46 37.04682(N)    097 26 43.55218(W) AD(       ) 2
 CS3023  NAD 27      -  32 46 36.58342(N)    097 26 42.47908(W) AD(       ) 2
 CS3023  NGVD 29 (07/19/86)  197.20   (m)          647.0    (f) LEVELING    3  
 CS3023
 CS3023.Superseded values are not recommended for survey control.
 CS3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3023.See file dsdata.txt to determine how the superseded data were derived.
 CS3023
 CS3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4559327630(NAD 83)
 CS3023_MARKER: DD = SURVEY DISK
 CS3023_SETTING: 0 = UNSPECIFIED SETTING
 CS3023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS3023
 CS3023  HISTORY     - Date     Condition        Report By
 CS3023  HISTORY     - 1967     MONUMENTED       LOCENG
 CS3023
 CS3023                          STATION DESCRIPTION
 CS3023
 CS3023'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (LFS)
 CS3023'STATION IS ON PROPERTY OF THE FORT WORTH DIVISION OF GENERAL
 CS3023'DYNAMICS CORPERATION, ABOUT 30 FEET NORTH OF A LARGE DOOR
 CS3023'WHICH IS AT THE NORTHEAST CORNER OF THE ELECTRONICS BUILDING.
 CS3023'THE MARK IS A CONVAIR ENGINEERS BRONZE DISK ABOUT 2 INCHES IN
 CS3023'DIAMETER.  IT IS CEMENTED IN A DRILL HOLE FLUSH WITH THE
 CS3023'SURFACE OF THE CONCRETE TAXIWAY.  THE DISK IS STAMPED P E SURVEY
 CS3023'11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0883 ***********************************************************************
 FL0883  DESIGNATION -  CONWAY
 FL0883  PID         -  FL0883
 FL0883  STATE/COUNTY-  TX/CARSON
 FL0883  USGS QUAD   -  CONWAY (1983)
 FL0883
 FL0883                         *CURRENT SURVEY CONTROL
 FL0883  ___________________________________________________________________
 FL0883* NAD 83(1993)-  35 12 24.43665(N)    101 23 24.20719(W)     ADJUSTED  
 FL0883* NAVD 88     -      1054.648  (meters)    3460.12   (feet)  ADJUSTED  
 FL0883  ___________________________________________________________________
 FL0883  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FL0883  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0883  DYNAMIC HT  -        1053.403 (meters)    3456.04  (feet)  COMP
 FL0883  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 FL0883
 FL0883  HORZ ORDER  -  FIRST
 FL0883  VERT ORDER  -  FIRST     CLASS II
 FL0883
 FL0883.The horizontal coordinates were established by classical geodetic methods
 FL0883.and adjusted by the National Geodetic Survey in February 1996..
 FL0883
 FL0883.The orthometric height was determined by differential leveling
 FL0883.and adjusted by the National Geodetic Survey in June 1991..
 FL0883
 FL0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0883
 FL0883.The geoid height was determined by GEOID03.
 FL0883
 FL0883.The dynamic height is computed by dividing the NAVD 88
 FL0883.geopotential number by the normal gravity value computed on the
 FL0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0883.degrees latitude (g = 980.6199 gals.).
 FL0883
 FL0883.The modeled gravity was interpolated from observed gravity values.
 FL0883
 FL0883;                    North         East     Units Scale Factor Converg.
 FL0883;SPC TX N     - 1,133,882.521   210,010.303   MT  0.99991763   +0 03 49.4
 FL0883;SPC TX N     - 3,720,079.57    689,008.80   sFT  0.99991763   +0 03 49.4
 FL0883;UTM  14      - 3,898,592.554   282,432.066   MT  1.00018340   -1 22 42.5
 FL0883
 FL0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0883!SPC TX N     -   0.99983863  x   0.99991763  =   0.99975628
 FL0883!UTM  14      -   0.99983863  x   1.00018340  =   1.00002200
 FL0883
 FL0883:                Primary Azimuth Mark                     Grid Az
 FL0883:SPC TX N     -  PANHANDLE MUNICIPAL TANK                 003 29 06.1
 FL0883:UTM  14      -  PANHANDLE MUNICIPAL TANK                 004 55 38.0
 FL0883
 FL0883|---------------------------------------------------------------------|
 FL0883| PID    Reference Object                     Distance      Geod. Az  |
 FL0883|                                                           dddmmss.s |
 FL0883| FL1747 PANHANDLE MUNICIPAL TANK            APPROX.14.9 KM 0033255.5 |
 FL0883| FL1739 PANHANDLE EAST GRAIN ELEVATOR       APPROX.15.0 KM 0051230.3 |
 FL0883| FL1733 CUYLER SIDING GRAIN ELEVATOR        APPROX.22.9 KM 0274621.3 |
 FL0883| FL0873 LARK                                APPROX.14.1 KM 0894142.3 |
 FL0883| FL1728 CLAUDE MUNICIPAL TANK               APPROX.10.8 KM 1643113.6 |
 FL0883| FL1724 CLAUDE ME CHURCH SPIRE              APPROX.11.4 KM 1663734.7 |
 FL0883| FL0884 CONWAY RM 1                          20.740 METERS 18254     |
 FL0883| CJ6967 CONWAY AZ MK                                       2720041.6 |
 FL0883| CJ6968 CONWAY RM 2                          55.535 METERS 29525     |
 FL0883| FL1740 LEE SIDING WEST GRAIN ELEVATOR      APPROX.14.3 KM 3163545.3 |
 FL0883|---------------------------------------------------------------------|
 FL0883
 FL0883                          SUPERSEDED SURVEY CONTROL
 FL0883
 FL0883  NAD 83(1993)-  35 12 24.44100(N)    101 23 24.20370(W) AD(       ) 1
 FL0883  NAD 83(1986)-  35 12 24.44325(N)    101 23 24.19833(W) AD(       ) 1
 FL0883  NAD 27      -  35 12 24.26300(N)    101 23 22.60000(W) AD(       ) 1
 FL0883  NGVD 29 (??/??/92) 1054.161  (m)         3458.53   (f) ADJ UNCH    1 2
 FL0883
 FL0883.Superseded values are not recommended for survey control.
 FL0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0883.See file dsdata.txt to determine how the superseded data were derived.
 FL0883
 FL0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8243298593(NAD 83)
 FL0883_MARKER: DS = TRIANGULATION STATION DISK
 FL0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0883_STAMPING: CONWAY 1921
 FL0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0883+STABILITY: SURFACE MOTION
 FL0883
 FL0883  HISTORY     - Date     Condition        Report By
 FL0883  HISTORY     - 1921     MONUMENTED       CGS
 FL0883  HISTORY     - 1938     GOOD             TXHD
 FL0883  HISTORY     - 1951     GOOD             CGS
 FL0883  HISTORY     - 1956     GOOD             CGS
 FL0883  HISTORY     - 1965     MARK NOT FOUND   CGS
 FL0883  HISTORY     - 1965     MARK NOT FOUND   NGS
 FL0883  HISTORY     - 1969     GOOD             CGS
 FL0883  HISTORY     - 1980     MARK NOT FOUND   USGS
 FL0883  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0883
 FL0883                          STATION DESCRIPTION
 FL0883
 FL0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL0883'STATION IS ABOUT 0.4 MILE W OF THE RAILWAY STATION AT CONWAY, ON
 FL0883'THE CHICAGO, ROCK ISLAND AND GULF RAILWAY RIGHT-OF-WAY, ABOUT
 FL0883'35 METERS (115 FEET) S OF THE MAIN TRACK 15 METERS (49 FEET)
 FL0883'E OF A RAILWAY SWITCH, 15 METERS (49 FEET) N OF THE S RIGHT-OF-WAY
 FL0883'FENCE, AND 50 METERS (164 FEET) E OF THE N-S FENCE AT POINT
 FL0883'WHERE ROAD MAKES A SHORT JOG.
 FL0883'
 FL0883'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FL0883'DISKS SET IN CONCRETE.
 FL0883'
 FL0883'REFERENCE MARK NO. 1 IS 20.75 METERS (68.1 FEET) FROM THE STATION,
 FL0883'S 02 DEG 54 MIN W.
 FL0883'
 FL0883'REFERENCE MARK NO. 2 IS 55.63 METERS (182.5 FEET) FROM THE
 FL0883'STATION, N 64 DEG 35 MIN W.
 FL0883
 FL0883                          STATION RECOVERY (1938)
 FL0883
 FL0883'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 FL0883'ORIGINAL DESCRIPTION GOOD.  ALL MARKS RECOVERED IN GOOD CONDITION.
 FL0883
 FL0883                          STATION RECOVERY (1951)
 FL0883
 FL0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL0883'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND
 FL0883'TO BE IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.
 FL0883'A NEW DESCRIPTION FOLLOWS.
 FL0883'
 FL0883'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF THE CHICAGO,
 FL0883'ROCK ISLAND AND GULF RAILROAD RIGHT OF WAY, ABOUT 0.4 MILE
 FL0883'WEST OF CONWAY, 115 FEET SOUTH OF THE SOUTH RAIL OF THE
 FL0883'RAILROAD TRACKS AND 40 FEET SOUTH OF THE CENTERLINE OF THE
 FL0883'TRACK ROAD.
 FL0883'
 FL0883'TO REACH, FROM THE JUNCTION OF HIGHWAYS OF 117 AND 66 IN
 FL0883'CONWAY, GO WEST, ON U.S. HIGHWAY 66, FOR 0.45 MILE TO TRACK
 FL0883'ROAD LEFT.  TURN LEFT, AND GO SOUTH, ACROSS RAILROAD TRACKS
 FL0883'0.1 MILE TO THE STATION.
 FL0883'
 FL0883'THE STATION MARK IS A STANDARD DISK, STAMPED CONWAY 1921,
 FL0883'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL0883'IS ABOUT FLUSH WITH THE GROUND.
 FL0883'
 FL0883'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CONWAY
 FL0883'NO 1 1921, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 FL0883'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 FL0883'AS THE STATION.  IT IS LOCATED 165 FEET SOUTH OF THE CENTERLINE
 FL0883'OF THE TRACK ROAD.
 FL0883'
 FL0883'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CONWAY
 FL0883'NO 2 1921, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT WHICH
 FL0883'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 FL0883'AS THE STATION.  IT IS LOCATED 40 FEET SOUTH OF THE SOUTH
 FL0883'RAIL OF THE RAILROAD TRACKS AND 24 FEET WEST OF THE CENTERLINE
 FL0883'OF THE TRACK ROAD.
 FL0883'
 FL0883'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CONWAY 1921
 FL0883'1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL0883'IS ABOUT FLUSH WITH THE GROUND.  IT IS LOCATED 40 FEET SOUTH
 FL0883'OF THE CENTERLINE OF U.S. HIGHWAY 66, ABOUT 30 FEET NORTH
 FL0883'OF THE NORTH RAIL OF THE RAILROAD TRACKS.
 FL0883'
 FL0883'TO REACH, FROM THE STATION, GO WEST, ON U.S. HIGHWAY 66,
 FL0883'FOR 0.9 MILE TO THE AZIMUTH MARK.
 FL0883
 FL0883                          STATION RECOVERY (1956)
 FL0883
 FL0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL0883'THE STATION AND R.M. NO. 1 WERE RECOVERED IN GOOD CONDITION
 FL0883'AS DESCRIBED.
 FL0883'
 FL0883'DID NOT LOCATE R.M. NO. 2 AND THE AZIMUTH MARK.  DIRECTIONS
 FL0883'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL0883
 FL0883                          STATION RECOVERY (1965)
 FL0883
 FL0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 FL0883'STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  IT IS BELIEVED
 FL0883'MARK HAS BEEN DESTROYED.  A NEW ROAD HAS BEEN BUILT AT THE
 FL0883'SITE OF MARK.  THE DISTANCE WAS MEASURED FROM R.M. 1 WHICH
 FL0883'PUT THE MARK TO BE AT THE BOTTOM OF A GRADER DITCH THAT
 FL0883'WAS ABOUT 4 FEET BELOW THE SURROUNDING AREA.
 FL0883'
 FL0883'R.M. 1 WAS RECOVERED IN GOOD CONDITION.  THE DISK IS SET
 FL0883'IN A 6 IN X 6 IN CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 FL0883'IT IS ABOUT 75 FEET SOUTH OF THE CENTER LINE OF A GRADED
 FL0883'ROAD, AND 1 FOOT NORTH OF A FENCE LINE.
 FL0883
 FL0883                          STATION RECOVERY (1965)
 FL0883
 FL0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FL0883'0.6 MI W FROM CONWAY.
 FL0883'0.6 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0883'THE STATION AT CONWAY, CARSON COUNTY, ABOUT 675 FEET EAST OF POLE
 FL0883'735/20, 165 FEET EAST OF A NORTH-AND-SOUTH FENCE AT A SHORT JOG IN A
 FL0883'ROAD, 49 FEET EAST OF A SWITCH, 120 FEET SOUTH OF THE MAIN TRACK, AND
 FL0883'49 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD TRIANGULATION
 FL0883'STATION DISK, STAMPED CONWAY 1921 AND IN THE TOP OF A CONCRETE POST.
 FL0883'NOTE-- A NEW ROAD HAS BEEN BUILT AT THE SITE OF MARK. THE DISTANCE WAS
 FL0883'MEASURED FROM REFERENCE MARK NO. 1 WHICH PUT THE MARK TO BE AT THE
 FL0883'BOTTOM OF A GRADER DITCH THAT WAS ABOUT 4 FEET BELOW THE SURROUNDING
 FL0883'AREA.
 FL0883
 FL0883                          STATION RECOVERY (1969)
 FL0883
 FL0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WFF)
 FL0883'THE REFERENCE MARK WAS RECOVERED AS DESCRIBED AND IS IN GOOD
 FL0883'CONDITION.  A SEARCH WAS MADE FOR THE ORIGINAL STATION MARK
 FL0883'AND OTHER REFERENCE MARKS BUT THEY WERE NOT FOUND.
 FL0883'
 FL0883'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--.4 MILE
 FL0883'WEST OF RAILROAD STATION AT CONWAY
 FL0883
 FL0883                          STATION RECOVERY (1980)
 FL0883
 FL0883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FL0883'POSITIONING OF THIS MARK FROM THE LOCATION OF RM 1 AT CONWAY (JUST
 FL0883'WEST ) AND USING THE NOTED DESCRIPTION OF THE ORIGINAL 1920
 FL0883'INFORMATION THE POSITION WOULD BE UNDER THE CONCRETE PAVEMNET OF US
 FL0883'HWY 66. THE RR STATION HAS LONG BEEN GONE AND NO INDICATION OF BM
 FL0883'P-19 EXISTS, P-19 APPARENTLY HAVING BEEN DESTROYED SOME TIME AGO.'
 FL0883
 FL0883                          STATION RECOVERY (1984)
 FL0883
 FL0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0883'THIS LOCATION IS NOW A DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1731 ***********************************************************************
 FL1731  DESIGNATION -  CONWAY LAT AND LONG STA 1920
 FL1731  PID         -  FL1731
 FL1731  STATE/COUNTY-  TX/CARSON
 FL1731  USGS QUAD   -  CONWAY (1983)
 FL1731
 FL1731                         *CURRENT SURVEY CONTROL
 FL1731  ___________________________________________________________________
 FL1731* NAD 83(1993)-  35 12 26.54181(N)    101 22 57.15769(W)     ADJUSTED  
 FL1731* NAVD 88     -      1053.     (meters)    3455.     (feet)  SCALED    
 FL1731  ___________________________________________________________________
 FL1731  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FL1731  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1731
 FL1731  HORZ ORDER  -  THIRD
 FL1731
 FL1731.The horizontal coordinates were established by classical geodetic methods
 FL1731.and adjusted by the National Geodetic Survey in February 1996..
 FL1731
 FL1731.The orthometric height was scaled from a topographic map.
 FL1731
 FL1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1731
 FL1731.The geoid height was determined by GEOID03.
 FL1731
 FL1731;                    North         East     Units Scale Factor Converg.
 FL1731;SPC TX N     - 1,133,948.179   210,694.356   MT  0.99991759   +0 04 05.1
 FL1731;SPC TX N     - 3,720,294.98    691,253.07   sFT  0.99991759   +0 04 05.1
 FL1731;UTM  14      - 3,898,640.988   283,117.735   MT  1.00017973   -1 22 27.0
 FL1731
 FL1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1731!SPC TX N     -   0.99983881  x   0.99991759  =   0.99975642
 FL1731!UTM  14      -   0.99983881  x   1.00017973  =   1.00001851
 FL1731
 FL1731                          SUPERSEDED SURVEY CONTROL
 FL1731
 FL1731  NAD 83(1993)-  35 12 26.54615(N)    101 22 57.15420(W) AD(       ) 4
 FL1731  NAD 83(1986)-  35 12 26.54839(N)    101 22 57.14883(W) AD(       ) 4
 FL1731  NAD 27      -  35 12 26.37000(N)    101 22 55.55000(W) AD(       ) 3
 FL1731
 FL1731.Superseded values are not recommended for survey control.
 FL1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1731.See file dsdata.txt to determine how the superseded data were derived.
 FL1731
 FL1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8311898641(NAD 83)
 FL1731_MARKER: Z = SEE DESCRIPTION
 FL1731_SETTING: 0 = UNSPECIFIED SETTING
 FL1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1731
 FL1731  HISTORY     - Date     Condition        Report By
 FL1731  HISTORY     - 1920     MONUMENTED       CGS
 FL1731  HISTORY     - 1938     SEE DESCRIPTION  TXHD
 FL1731
 FL1731                          STATION DESCRIPTION
 FL1731
 FL1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (WBF)
 FL1731'IN THE TOWN OF CONWAY, AT THE RAILWAY STATION, ON THE CHICAGO,
 FL1731'ROCK ISLAND AND GULF RAILWAY RIGHT-OF-WAY, 18.91 METERS
 FL1731'(62.0 FEET) S AND 1.21 METERS (4.0 FEET) W OF B.M.P 19, AND
 FL1731'64.870 METERS (212.83 FEET) N AND 684.177 METERS (2,244.67 FEET)
 FL1731'E OF STATION CONWAY.  MARKING NOT RECORDED.
 FL1731
 FL1731                          STATION RECOVERY (1938)
 FL1731
 FL1731'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 FL1731'FAILED TO RECOVER STATION.  IT HAS EITHER BEEN DESTROYED BY
 FL1731'HIGHWAY CONSTRUCTION OR IS NOW UNDER THE CONCRETE PAVEMENT
 FL1731'OF HIGHWAY 75 (U.S. HIGHWAY 66) AS WELL AS CAN BE ESTIMATED
 FL1731'BY THE OFFICIAL DESCRIPTION WITHOUT THE USE OF INSTRUMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0884 ***********************************************************************
 FL0884  DESIGNATION -  CONWAY RM 1
 FL0884  PID         -  FL0884
 FL0884  STATE/COUNTY-  TX/CARSON
 FL0884  USGS QUAD   -  CONWAY (1983)
 FL0884
 FL0884                         *CURRENT SURVEY CONTROL
 FL0884  ___________________________________________________________________
 FL0884* NAD 83(1986)-  35 12 24.     (N)    101 23 17.     (W)     SCALED    
 FL0884* NAVD 88     -      1054.775  (meters)    3460.54   (feet)  ADJUSTED  
 FL0884  ___________________________________________________________________
 FL0884  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0884  DYNAMIC HT  -        1053.530 (meters)    3456.46  (feet)  COMP
 FL0884  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 FL0884
 FL0884  VERT ORDER  -  FIRST     CLASS II
 FL0884
 FL0884.The horizontal coordinates were scaled from a topographic map and have
 FL0884.an estimated accuracy of +/- 6 seconds.
 FL0884
 FL0884.The orthometric height was determined by differential leveling
 FL0884.and adjusted by the National Geodetic Survey in June 1991..
 FL0884
 FL0884.The geoid height was determined by GEOID03.
 FL0884
 FL0884.The dynamic height is computed by dividing the NAVD 88
 FL0884.geopotential number by the normal gravity value computed on the
 FL0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0884.degrees latitude (g = 980.6199 gals.).
 FL0884
 FL0884.The modeled gravity was interpolated from observed gravity values.
 FL0884
 FL0884;                    North         East    Units  Estimated Accuracy
 FL0884;SPC TX N     - 1,133,870.      210,190.      MT  (+/- 180 meters Scaled)
 FL0884
 FL0884                          SUPERSEDED SURVEY CONTROL
 FL0884
 FL0884  NGVD 29 (??/??/92) 1054.224  (m)         3458.73   (f) ADJ UNCH    1 2
 FL0884
 FL0884.Superseded values are not recommended for survey control.
 FL0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0884.See file dsdata.txt to determine how the superseded data were derived.
 FL0884
 FL0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD826985(NAD 83)
 FL0884_MARKER: DR = REFERENCE MARK DISK
 FL0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0884_SP_SET: CONCRETE POST
 FL0884_STAMPING: CONWAY 1921
 FL0884_MARK LOGO: CGS   
 FL0884_PROJECTION: FLUSH
 FL0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0884+STABILITY: SURFACE MOTION
 FL0884
 FL0884  HISTORY     - Date     Condition        Report By
 FL0884  HISTORY     - 1921     MONUMENTED       CGS
 FL0884  HISTORY     - 1965     GOOD             NGS
 FL0884  HISTORY     - 1980     MARK NOT FOUND   USGS
 FL0884  HISTORY     - 1984     GOOD             NGS
 FL0884
 FL0884                          STATION DESCRIPTION
 FL0884
 FL0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FL0884'0.6 MI W FROM CONWAY.
 FL0884'0.6 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0884'THE STATION AT CONWAY, CARSON COUNTY, ABOUT 675 FEET EAST OF POLE
 FL0884'735/20, 165 FEET EAST OF A NORTH-AND-SOUTH FENCE AT A SHORT JOG IN A
 FL0884'ROAD, AND 68.1 FEET SOUTH OF TRIANGULATION STATION CONWAY DESCRIBED
 FL0884'ABOVE.  A STANDARD REFERENCE MARK DISK, STAMPED CONWAY 1921 AND SET IN
 FL0884'THE TOP OF A CONCRETE POST.
 FL0884
 FL0884                          STATION RECOVERY (1980)
 FL0884
 FL0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FL0884'NGS ALSO LOOKED FOR THIS MARK IN 1965, AND DID NOT FIND IT. THE AREA
 FL0884'HAS BEEN GRADED AND A DEEP DITCH EXISTED WHERE THE STATION SHOULD BE.
 FL0884'NO EFFORT WAS MADE TO SEARCH FOR AN UNDERGROUND MARK (IF ONE EXITS)
 FL0884'AND THE POSITION WAS CHECKED BY USE OF RM 1, WHICH IS OKAY. IT IS
 FL0884'BELIEVEED THAT THE STATION IS DESTROYED.
 FL0884
 FL0884                          STATION RECOVERY (1984)
 FL0884
 FL0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0884'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.5 KM
 FL0884'(13.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION
 FL0884'WITH INTERSTATE HIGHWAY 27 IN AMARILLO, THENCE 20.3 KM (12.6 MI)
 FL0884'EASTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 0.2 KM
 FL0884'(0.1 MI) WEST OF THE GRAIN ELEVATOR IN CONWAY, 31.0 M (101.7 FT)
 FL0884'SOUTH OF THE NEAR RAIL, AND 23.8 M (78.1 FT) SOUTH OF A GRAVELED
 FL0884'ROAD.
 FL0884'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 FL0884'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1062 ***********************************************************************
 CT1062  DESIGNATION -  COOK
 CT1062  PID         -  CT1062
 CT1062  STATE/COUNTY-  TX/SHACKELFORD
 CT1062  USGS QUAD   -  COLLINS CREEK SW (1987)
 CT1062
 CT1062                         *CURRENT SURVEY CONTROL
 CT1062  ___________________________________________________________________
 CT1062* NAD 83(1993)-  32 48 06.90174(N)    099 23 44.85098(W)     ADJUSTED  
 CT1062* NAVD 88     -       555.     (meters)    1821.     (feet)  VERTCON   
 CT1062  ___________________________________________________________________
 CT1062  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CT1062  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT1062
 CT1062  HORZ ORDER  -  FIRST
 CT1062
 CT1062.The horizontal coordinates were established by classical geodetic methods
 CT1062.and adjusted by the National Geodetic Survey in February 1996..
 CT1062
 CT1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1062
 CT1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1062
 CT1062.The geoid height was determined by GEOID03.
 CT1062
 CT1062;                    North         East     Units Scale Factor Converg.
 CT1062;SPC TXNC     - 2,126,245.357   516,109.713   MT  0.99988206   -0 29 18.8
 CT1062;SPC TXNC     - 6,975,856.64  1,693,269.95   sFT  0.99988206   -0 29 18.8
 CT1062;UTM  14      - 3,629,397.145   462,944.247   MT  0.99961693   -0 12 51.9
 CT1062
 CT1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1062!SPC TXNC     -   0.99991741  x   0.99988206  =   0.99979948
 CT1062!UTM  14      -   0.99991741  x   0.99961693  =   0.99953437
 CT1062
 CT1062|---------------------------------------------------------------------|
 CT1062| PID    Reference Object                     Distance      Geod. Az  |
 CT1062|                                                           dddmmss.s |
 CT1062| CX6983 COOK RM 2                            11.580 METERS 00721     |
 CT1062| CX6981 COOK AZ MK                                         1523806.7 |
 CT1062| CX6982 COOK RM 1                             8.531 METERS 25539     |
 CT1062|---------------------------------------------------------------------|
 CT1062
 CT1062                          SUPERSEDED SURVEY CONTROL
 CT1062
 CT1062  NAD 83(1993)-  32 48 06.90569(N)    099 23 44.84301(W) AD(       ) 1
 CT1062  NAD 83(1986)-  32 48 06.90730(N)    099 23 44.84200(W) AD(       ) 1
 CT1062  NAD 27      -  32 48 06.48800(N)    099 23 43.55500(W) AD(       ) 1
 CT1062  NGVD 29 (07/19/86)  555.     (m)         1821.     (f) VERT ANG       
 CT1062
 CT1062.Superseded values are not recommended for survey control.
 CT1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1062.See file dsdata.txt to determine how the superseded data were derived.
 CT1062
 CT1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB6294429397(NAD 83)
 CT1062_MARKER: DS = TRIANGULATION STATION DISK
 CT1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1062
 CT1062  HISTORY     - Date     Condition        Report By
 CT1062  HISTORY     - 1935     MONUMENTED       CGS
 CT1062  HISTORY     - 1938     GOOD             TXHD
 CT1062  HISTORY     - 1957     GOOD             CGS
 CT1062  HISTORY     - 1961     GOOD             CGS
 CT1062  HISTORY     - 1965     GOOD             USGS
 CT1062
 CT1062                          STATION DESCRIPTION
 CT1062
 CT1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1062'STATION IS LOCATED ON THE LAND OF THE W.I. COOKS ESTATE,
 CT1062'IN THE NW 1/4 OF SECTION 111, 7-3/4 MILES WNW OF ALBANY,
 CT1062'ON TOP OF A CLEAR KNOLL, 175 YARDS E OF A N AND S FENCE
 CT1062'LINE, 1/4 MILE E OF A N AND S PASTURE ROAD AND 1/2 MILE
 CT1062'N OF AN E-W PASTURE ROAD.  MARK PROJECTS 4 INCHES ABOVE
 CT1062'THE GROUND.
 CT1062'
 CT1062'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CT1062'BRONZE DISKS SET IN CONCRETE.
 CT1062'
 CT1062'REFERENCE MARK NO. 1 IS W OF STATION, MARK PROJECTS 6 INCHES
 CT1062'ABOVE THE GROUND.
 CT1062'
 CT1062'REFERENCE MARK NO. 2 IS N OF STATION.  MARK PROJECTS 6 INCHES
 CT1062'ABOVE THE GROUND.
 CT1062'
 CT1062'AZIMUTH MARK IS 0.6 MILE SE OF STATION ON A KNOLL ABOUT
 CT1062'0.1 MILE NW OF SMALL HOUSE, 135 FEET N OF PASTURE ROAD.  MARK
 CT1062'PROJECTS 6 INCHES ABOVE THE GROUND.  TO REACH FROM STATION
 CT1062'GO 0.5 MILE S TO PASTURE ROAD, TURN LEFT AND GO 0.35 MILE
 CT1062'E TO KNOLL AND MARK ON LEFT.
 CT1062'
 CT1062'TO REACH STATION FROM THE COURTHOUSE IN ALBANY, GO N ON U.S.
 CT1062'HIGHWAY 80, FOR 1 BLOCK, TURN LEFT (W) AT MC LEMORE HOTEL,
 CT1062'FOR 1 BLOCK, TURN RIGHT (N) FOR 1 BLOCK, TURN LEFT (W) FOR
 CT1062'1.8 MILES OR FOR 0.95 MILE AFTER CROSSING A RAILROAD, TAKE
 CT1062'MAIN RIGHT FORK FOR 1.4 MILES, THEN KEEP MAIN RIGHT FORK
 CT1062'AFTER CROSSING BRIDGE FOR 1.5 MILES, THEN PASS THROUGH CATTLE
 CT1062'GUARD INTO W.I. COOK ESTATE, AND GO 2.05 MILES, THEN TAKE
 CT1062'MAIN ROAD WHICH GOES 45 DEG TO THE LEFT FOR 0.35 MILE, THEN
 CT1062'TURN RIGHT OFF MAIN ROAD AT ROWS OF DWELLINGS TO THE LEFT AND
 CT1062'GO N FOR 0.55 MILE, TAKE LEFT FORK AT WATER TUBS ON LEFT
 CT1062'FOR 1.7 MILES UP TO A CATTLE GUARD, TURN RIGHT BEFORE
 CT1062'PASSING THROUGH AND GO 0.5 MILE N ACROSS PASTURE AND UP
 CT1062'THE HILL TO TOP OF KNOLL AND STATION.
 CT1062'
 CT1062'ALL CUTS ARE VISIBLE FROM THE GROUND.
 CT1062'
 CT1062'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CT1062
 CT1062                          STATION RECOVERY (1938)
 CT1062
 CT1062'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CT1062'DESCRIPTION AS GIVEN BY C.I.A., IN REACHING STATION IS SATISFACTORY.
 CT1062'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CT1062'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CT1062
 CT1062                          STATION RECOVERY (1957)
 CT1062
 CT1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1062'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT1062'CONDITION.  THERE ARE TWO PIPE LINES CROSSING THE HILL JUST
 CT1062'WEST OF THE STATION.
 CT1062'
 CT1062'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--TO
 CT1062'REACH FROM ALBANY, FROM THE JUNCTION OF U.S. HIGHWAYS 183, 283
 CT1062'AND 380 AND FARM ROAD 1084, GO WEST ON FARM ROAD 1084 FOR
 CT1062'7.2 MILES TO FORKS JUST AFTER PASSING THE END OF THE SURFACED
 CT1062'ROAD, CONTINUE TO THE RIGHT ON THE MAIN ROAD FOR 0.55 MILE
 CT1062'TO FORKS, TAKE LEFT FORK FOR 1.2 MILES TO A TRACK ROAD ON
 CT1062'RIGHT AT A SMALL HOUSE ON LEFT, (THE AZIMUTH MARK IS ON TOP
 CT1062'OF SMALL KNOLL ABOUT 100 YARDS AHEAD ON THE RIGHT), TURN
 CT1062'RIGHT AND PICK ROAD NORTH-NORTHWEST FOR 0.75 MILE TO TOP
 CT1062'OF RIDGE AND STATION.
 CT1062
 CT1062                          STATION RECOVERY (1961)
 CT1062
 CT1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1062'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH
 CT1062'MARK WERE RECOVERED AS DESCRIBED ALL MARKS WERE IN GOOD CONDITION.
 CT1062'THE ORIGINAL DESCRIPTION WAS FOUND TO BE ADEQUATE TO REACH
 CT1062'THE STATION.  A DIFFERENCE WAS FOUND IN THE DIRECTION ON
 CT1062'REFERENCE MARK 1.
 CT1062
 CT1062                          STATION RECOVERY (1965)
 CT1062
 CT1062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT1062'NEW TO REACH--FROM THE POST OFFICE IN ALBANY, TEXAS, GO W
 CT1062'AND N ON FARM ROAD 1084 FOR 7.1 MILES TO END OF PAVEMENT.
 CT1062'CONTINUE ON MAIN TRAVELED ROAD FOR 2.3 MILES TO Y-ROAD.  TAKE
 CT1062'RIGHT FORK FOR 0.7 MILE TO Y-ROAD AT TOP OF HILL.  TAKE
 CT1062'RIGHT FORK EAST BETWEEN TANKS FOR 0.35 MILE TO CATTLEGUARD.
 CT1062'JUST BEYOND CATTLEGUARD, TURN RIGHT AND FOLLOW TRACK ROAD
 CT1062'SOUTH FOR 0.35 MILE TO OPEN TOP AND STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1477 ***********************************************************************
 DN1477  DESIGNATION -  COOK
 DN1477  PID         -  DN1477
 DN1477  STATE/COUNTY-  TX/MONTAGUE
 DN1477  USGS QUAD   -  FORESTBURG (1978)
 DN1477
 DN1477                         *CURRENT SURVEY CONTROL
 DN1477  ___________________________________________________________________
 DN1477* NAD 83(1993)-  33 36 45.15755(N)    097 34 15.29397(W)     ADJUSTED  
 DN1477* NAVD 88     -       362.7    (meters)    1190.     (feet)  VERTCON   
 DN1477  ___________________________________________________________________
 DN1477  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 DN1477  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DN1477
 DN1477  HORZ ORDER  -  THIRD
 DN1477
 DN1477.The horizontal coordinates were established by classical geodetic methods
 DN1477.and adjusted by the National Geodetic Survey in February 1996..
 DN1477
 DN1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1477
 DN1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1477
 DN1477.The geoid height was determined by GEOID03.
 DN1477
 DN1477;                    North         East     Units Scale Factor Converg.
 DN1477;SPC TXNC     - 2,216,163.652   686,213.071   MT  0.99992042   +0 30 24.2
 DN1477;SPC TXNC     - 7,270,863.58  2,251,350.72   sFT  0.99992042   +0 30 24.2
 DN1477;UTM  14      - 3,720,112.318   632,574.432   MT  0.99981668   +0 47 28.4
 DN1477
 DN1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1477!SPC TXNC     -   0.99994717  x   0.99992042  =   0.99986760
 DN1477!UTM  14      -   0.99994717  x   0.99981668  =   0.99976386
 DN1477
 DN1477                          SUPERSEDED SURVEY CONTROL
 DN1477
 DN1477  NAD 83(1993)-  33 36 45.15984(N)    097 34 15.29038(W) AD(       ) 3
 DN1477  NAD 83(1986)-  33 36 45.16258(N)    097 34 15.28121(W) AD(       ) 3
 DN1477  NGVD 29 (07/26/91)  362.6    (m)         1190.     (f) VERT ANG       
 DN1477
 DN1477.Superseded values are not recommended for survey control.
 DN1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1477.See file dsdata.txt to determine how the superseded data were derived.
 DN1477
 DN1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3257420112(NAD 83)
 DN1477_MARKER: DS = TRIANGULATION STATION DISK
 DN1477_SETTING: 0 = UNSPECIFIED SETTING
 DN1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1477
 DN1477  HISTORY     - Date     Condition        Report By
 DN1477  HISTORY     - 1958     MONUMENTED       USGS
 DN1477  HISTORY     - 20050617 POOR             INDIV
 DN1477
 DN1477                          STATION DESCRIPTION
 DN1477
 DN1477'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1477'STATION IS LOCATED IN MONTAGUE COUNTY, TEXAS, APPROXIMATELY 6.2 MI.
 DN1477'(AIRLINE) SW. OF ST. JO, AND APPROXIMATELY 9.0 MI. (AIRLINE) SE. OF
 DN1477'MONTAGUE, AND APPROXIMATELY 4.0 MI. W. OF FM 677.
 DN1477'
 DN1477'STATION MARK--A STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.2
 DN1477'FT., STAMPED---COOK ET - 1958---.
 DN1477
 DN1477                          STATION RECOVERY (2005)
 DN1477
 DN1477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (IJS)
 DN1477'MARK PROJECTS ABOUT 1 FOOT AND IS LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0958 ***********************************************************************
 EN0958  DESIGNATION -  COOK
 EN0958  PID         -  EN0958
 EN0958  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0958  USGS QUAD   -  QUAIL (1964)
 EN0958
 EN0958                         *CURRENT SURVEY CONTROL
 EN0958  ___________________________________________________________________
 EN0958* NAD 83(1993)-  34 59 03.04261(N)    100 29 46.72973(W)     ADJUSTED  
 EN0958* NAVD 88     -       717.97   (+/-2cm)    2355.5    (feet)  VERTCON   
 EN0958  ___________________________________________________________________
 EN0958  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 EN0958  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EN0958
 EN0958  HORZ ORDER  -  THIRD
 EN0958  VERT ORDER  -  THIRD ? (See Below)
 EN0958
 EN0958.The horizontal coordinates were established by classical geodetic methods
 EN0958.and adjusted by the National Geodetic Survey in February 1996..
 EN0958
 EN0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0958.The vertical order pertains to the NGVD 29 superseded value.
 EN0958
 EN0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0958
 EN0958.The geoid height was determined by GEOID03.
 EN0958
 EN0958;                    North         East     Units Scale Factor Converg.
 EN0958;SPC TX N     - 1,109,647.090   291,635.175   MT  0.99993935   +0 34 54.0
 EN0958;SPC TX N     - 3,640,567.16    956,806.40   sFT  0.99993935   +0 34 54.0
 EN0958;UTM  14      - 3,872,311.139   363,427.249   MT  0.99982988   -0 51 29.0
 EN0958
 EN0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0958!SPC TX N     -   0.99989153  x   0.99993935  =   0.99983089
 EN0958!UTM  14      -   0.99989153  x   0.99982988  =   0.99972143
 EN0958
 EN0958                          SUPERSEDED SURVEY CONTROL
 EN0958
 EN0958  NAD 83(1993)-  34 59 03.04409(N)    100 29 46.72906(W) AD(       ) 3
 EN0958  NAD 83(1986)-  34 59 03.04555(N)    100 29 46.72245(W) AD(       ) 3
 EN0958  NGVD 29 (01/19/93)  717.65   (m)         2354.5    (f) LEVELING    3  
 EN0958
 EN0958.Superseded values are not recommended for survey control.
 EN0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0958.See file dsdata.txt to determine how the superseded data were derived.
 EN0958
 EN0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6342772311(NAD 83)
 EN0958_MARKER: DD = SURVEY DISK
 EN0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0958+STABILITY: SURFACE MOTION
 EN0958
 EN0958  HISTORY     - Date     Condition        Report By
 EN0958  HISTORY     - 1958     MONUMENTED       USGS
 EN0958
 EN0958                          STATION DESCRIPTION
 EN0958
 EN0958'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 EN0958'LOCATED ABOUT 12 MI. NE. OF HEDLEY, TEXAS, AND ABOUT 7 MI. NW. OF
 EN0958'QUAIL ON THE TOP OF A LOW HILL E. OF AN ABANDONED RANCH BUILDING ON
 EN0958'THE COOK RANCH.
 EN0958'
 EN0958'TO REACH FROM HEDLEY POST OFFICE, GO NE. AND E. ON STATE HIGHWAY 203
 EN0958'FOR 8.5 MI. TO C AND GS TRI. STATION RING, CONTINUE FOR 1.2 MI. TO
 EN0958'DIRT RD. ON LEFT, TURN LEFT AND CONTINUE FOR 2.8 MI. TO CROSSROAD
 EN0958'WITH ABANDONED SCHOOL ON NW. CORNER, CONTINUE STRAIGHT AHEAD FOR 0.9
 EN0958'MI. TO RIGHT TURN IN RD., GO STRAIGHT AHEAD THRU WIRE GATE, CONTINUE
 EN0958'E. AROUND ABANDONED RANCH BUILDING FOR ABOUT 0.3 MI. TO TOP OF HILL
 EN0958'AND STATION.
 EN0958'
 EN0958'STATION MARK--STANDARD TABLET SET IN CONCRETE POST, STAMPED---COOK
 EN0958'ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3103 ***********************************************************************
 CS3103  DESIGNATION -  COOKE
 CS3103  PID         -  CS3103
 CS3103  STATE/COUNTY-  TX/JOHNSON
 CS3103  USGS QUAD   -  CLEBURNE WEST (1978)
 CS3103
 CS3103                         *CURRENT SURVEY CONTROL
 CS3103  ___________________________________________________________________
 CS3103* NAD 83(1993)-  32 21 45.57652(N)    097 24 32.49107(W)     ADJUSTED  
 CS3103* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 CS3103  ___________________________________________________________________
 CS3103  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 CS3103  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS3103
 CS3103  HORZ ORDER  -  THIRD
 CS3103
 CS3103.The horizontal coordinates were established by classical geodetic methods
 CS3103.and adjusted by the National Geodetic Survey in February 1996..
 CS3103
 CS3103.The orthometric height was scaled from a topographic map.
 CS3103
 CS3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3103
 CS3103.The geoid height was determined by GEOID03.
 CS3103
 CS3103;                    North         East     Units Scale Factor Converg.
 CS3103;SPC TXNC     - 2,077,712.982   702,674.235   MT  0.99994438   +0 35 42.0
 CS3103;SPC TXNC     - 6,816,630.01  2,305,357.05   sFT  0.99994438   +0 35 42.0
 CS3103;UTM  14      - 3,581,747.613   649,689.831   MT  0.99987632   +0 51 06.4
 CS3103
 CS3103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3103!SPC TXNC     -   0.99996445  x   0.99994438  =   0.99990884
 CS3103!UTM  14      -   0.99996445  x   0.99987632  =   0.99984078
 CS3103
 CS3103:                Primary Azimuth Mark                     Grid Az
 CS3103:SPC TXNC     -  COOKE AZ MK 2                            058 51 03.5
 CS3103:UTM  14      -  COOKE AZ MK 2                            058 35 39.1
 CS3103
 CS3103|---------------------------------------------------------------------|
 CS3103| PID    Reference Object                     Distance      Geod. Az  |
 CS3103|                                                           dddmmss.s |
 CS3103| CX9308 COOKE AZ MK 2                                      0592645.5 |
 CS3103| CX9309 COOKE RM 1                           20.305 METERS 06611     |
 CS3103| CX9312 COOKE RM 4                           29.824 METERS 06635     |
 CS3103| CS3099 CLEBURNE MUNICIPAL TANK             APPROX. 2.0 KM 0684359.4 |
 CS3103| CX9311 COOKE RM 3                           33.200 METERS 17018     |
 CS3103| CX9310 COOKE RM 2                           22.592 METERS 18947     |
 CS3103| CX9307 COOKE AZ MK                                        3213225.3 |
 CS3103|---------------------------------------------------------------------|
 CS3103
 CS3103                          SUPERSEDED SURVEY CONTROL
 CS3103
 CS3103  NAD 83(1986)-  32 21 45.58121(N)    097 24 32.47069(W) AD(       ) 3
 CS3103  NAD 27      -  32 21 45.06400(N)    097 24 31.40900(W) AD(       ) 3
 CS3103
 CS3103.Superseded values are not recommended for survey control.
 CS3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3103.See file dsdata.txt to determine how the superseded data were derived.
 CS3103
 CS3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4969081748(NAD 83)
 CS3103_MARKER: DS = TRIANGULATION STATION DISK
 CS3103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3103
 CS3103  HISTORY     - Date     Condition        Report By
 CS3103  HISTORY     - 1948     MONUMENTED       CGS
 CS3103  HISTORY     - 1953     GOOD             CGS
 CS3103  HISTORY     - 1956     GOOD             CGS
 CS3103  HISTORY     - 1959     MARK NOT FOUND   USGS
 CS3103  HISTORY     - 1961     GOOD             USGS
 CS3103  HISTORY     - 1969     GOOD             CGS
 CS3103  HISTORY     - 19940325 GOOD             USPSQD
 CS3103
 CS3103                          STATION DESCRIPTION
 CS3103
 CS3103'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3103'STATION IS LOCATED ABOUT 1-1/2 MILE NORTHWEST OF THE CENTER
 CS3103'OF CLEBURNE, ON THE AIRPORT OWNED AND OPERATED BY MR. C.C.
 CS3103'COOKE.  IT IS 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CS3103'THE SMALL ADMINISTRATION BUILDING, 34 FEET NORTH OF THE
 CS3103'CENTERLINE OF THE ROAD AND 11.5 FEET NORTHEAST OF A WHITE WITNESS
 CS3103'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 CS3103'STAMPED COOKE 1948.
 CS3103'
 CS3103'REFERENCE MARK NO. 1 IS 66.62 FEET EAST OF THE STATION, 45.5
 CS3103'FEET SOUTH OF THE SOUTHWEST CORNER OF THE ADMINISTRATION
 CS3103'BUILDING, 31 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 CS3103'23 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.  THE MARK
 CS3103'PROJECTS 2 INCHES AND THE DISK IS STAMPED COOKE NO 2 1948.
 CS3103'
 CS3103'REFERENCE MARK NO. 2 IS 74.12 FEET SOUTHWEST OF THE STATION,
 CS3103'ACROSS THE ROAD FROM THE STATION AND 25 FEET SOUTH OF THE
 CS3103'CENTERLINE OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND THE
 CS3103'DISK IS STAMPED COOKE NO 2 1948.
 CS3103'
 CS3103'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHWEST OF THE
 CS3103'STATION IN THE NORTHWEST CORNER OF THE AIRPORT.  IT IS 70
 CS3103'FEET SOUTH OF THE CENTERLINE OF A FARM LANE, 3 FEET SOUTH
 CS3103'OF A WHITE WITNESS POST AND 1 FEET EAST OF A FENCE LINE.
 CS3103'THE MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED COOKE
 CS3103'1948.
 CS3103'
 CS3103'THE STATION WAS REACHED FROM THE COURT HOUSE IN CLEBURNE BY
 CS3103'GOING NORTHERLY ON STATE HIGHWAY 174 FOR 1.65 MILE TO KILPATRICK
 CS3103'AVE.  THENCE LEFT OR WEST ON KILPATRICK AVE. FOR 0.85 MILE
 CS3103'TO THE AIRPORT ON THE RIGHT AND STATION SITE.
 CS3103'
 CS3103'THE AZIMUTH MARK MAY BE REACHED FROM THE STATION BY GOING
 CS3103'NORTHWEST ACROSS THE AIRPORT TO THE NORTHWEST CORNER OF THE
 CS3103'FIELD AND THE MARK AS DESCRIBED ABOVE.
 CS3103'
 CS3103'A 77 FT. SIGNAL AT SOUTH VISIBLE AT 25 FT.
 CS3103'
 CS3103'A 64 FT. SIGNAL AT BUFFALO VISIBLE AT GROUND.
 CS3103'
 CS3103'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 CS3103
 CS3103                          STATION RECOVERY (1953)
 CS3103
 CS3103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3103'STATION, AZIMUTH AND R.M. NO. 1 WERE RECOVERED IN GOOD CONDITION
 CS3103'AS DESCRIBED.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED BY
 CS3103'NEW ROAD CONSTRUCTION.  THE AIRPORT MENTIONED IN THE ORIGINAL
 CS3103'DESCRIPTION HAS BEEN ABANDONED AND THE SITE OF THE STATION
 CS3103'IS NOW A PASTURE.  THE ADMINISTRATION BUILDING IS GONE.  THE
 CS3103'STATION MARK IS 27 YARDS WEST OF THE ENTRANCE GATE TO THE
 CS3103'PASTURE, 6 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF
 CS3103'KILPATRICK ROAD AND ON THE SOUTH SIDE OF THE PASTURE, FORMERLY
 CS3103'THE LANDING FIELD.
 CS3103
 CS3103                          STATION RECOVERY (1956)
 CS3103
 CS3103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 CS3103'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF THE COURT
 CS3103'HOUSE IN CLEBURNE, IN THE FRONT LAWN OF THE CHARLES COOKE
 CS3103'RESIDENCE AND ON THE NORTH SIDE OF F.M. ROAD NO. 1192.  IT
 CS3103'IS 86.6 FEET SOUTH OF THE SOUTH EAST CORNER OF THE COOKE
 CS3103'RESIDENCE, 50 FEET NORTH OF THE CENTERLINE OF THE F.M. ROAD
 CS3103'AND ABOUT 100 FEET WEST OF THE SOUTH EAST CORNER OF THE FRONT
 CS3103'YARD.  IT IS MARKED BY STANDARD DISKS SET IN CONCRETE.
 CS3103'THE SURFACE DISK IS STAMPED
 CS3103'COOKE 1948 1956 AND IS IN CONCRETE ABOUT 6 INCHES BELOW THE
 CS3103'SURFACE OF THE LAWN, LOWERED 6 INCHES IN 1956.
 CS3103'
 CS3103'REFERENCE MARKS NUMBERS 1 AND 2 SET IN 1948 WERE DESTROYED
 CS3103'TO CLEAR NEW RESIDENTIAL AND ROAD AREAS.  THE 1948 AZIMUTH
 CS3103'MARK WAS ALSO DESTROYED.
 CS3103'
 CS3103'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED COOKE 1948
 CS3103'1956 NO. 3 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT
 CS3103'3 INCHES, ABOUT 3 FEET NORTH OF A POWER POLE, 60 FEET NORTHEAST
 CS3103'OF A SMALL WHITE HOUSE AND 45 FEET SOUTH OF THE CENTERLINE
 CS3103'OF THE F.M. ROAD.
 CS3103'
 CS3103'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED COOKE 1948
 CS3103'1956 NO 4 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT
 CS3103'3 INCHES, NEAR THE SOUTH EAST CORNER OF THE FRONT YARD OF
 CS3103'THE COOKE RESIDENCE, 2 FEET EAST OF A CORNER POST AND 45
 CS3103'FEET NORTH OF THE CENTERLINE OF THE F.M. ROAD.
 CS3103'
 CS3103'THE AZIMUTH MARK IS EAST OF THE STATION, 0.25 MILE, A STANDARD
 CS3103'DISK STAMPED COOKE 1948 1955 AND SET IN A CONCRETE MONUMENT
 CS3103'WHICH IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND,
 CS3103'ABOUT 40 FEET NORTH OF THE CENTER LINE OF THE F.M. ROAD AND
 CS3103'IN RANGE WITH THE EAST SIDE OF THE STREET LEADING SOUTH.
 CS3103'IT IS 0.05 MILE WEST OF A ROAD LEADING NORTHEAST AND ABOUT
 CS3103'1 FOOT BELOW THE CENTER OF THE ROAD.
 CS3103'
 CS3103'TO REACH THE STATION FROM THE COURT HOUSE IN CLEBOUNE.  GO
 CS3103'NORTH ON THE HIGHWAY 1.5 MILES TO F.M. ROAD 1192 TO THE LEFT.
 CS3103'TURN LEFT HERE AND GO WEST ON 1192, 0.6 MILE TO THE AZIMUTH
 CS3103'MARK ON THE RIGHT AS DESCRIBED.  THEN CONTINUE ON 1192, 0.25
 CS3103'MILE TO THE TOP OF THE DIVIDE AND THE STATION ON THE RIGHT
 CS3103'AS DESCRIBED.
 CS3103
 CS3103                          STATION RECOVERY (1959)
 CS3103
 CS3103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS3103'REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD CONDITION.
 CS3103'DISTANCES WERE CHAINED TO THE STATION SITE, AND THIS AREA
 CS3103'WAS PROBED WITH A CHAINING PIN- ABOUT ONE FOOT IN DEPTH, BUT
 CS3103'NOTHING COULD BE FELT.  SINCE THE MARK, APPARENTLY, IS NOT
 CS3103'NEAR THE SURFACE, IT WAS NOT DUG FOR AS IT IS UNDERNEATH A
 CS3103'LAWN.
 CS3103
 CS3103                          STATION RECOVERY (1961)
 CS3103
 CS3103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS3103'STATION MARK WAS FOUND IN GOOD CONDITION, 6 INCHES UNDERGROUND
 CS3103'AS DESCRIBED IN 1956.
 CS3103
 CS3103                          STATION RECOVERY (1969)
 CS3103
 CS3103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS3103'STATION MARK, REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED IN
 CS3103'GOOD CONDITION.  AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 CS3103'THE MARK COULD BE UNDER A CURB OF A STREET RECENTLY BUILT.
 CS3103'THE CURB IS IN RANGE WITH THE EAST SIDE OF STREET LEADING
 CS3103'SOUTH.
 CS3103'
 CS3103'THE 1956 RECOVERY NOTE DESCRIPTION AND ROUTE PROCEEDING TO
 CS3103'STATION ARE ADEQUATE FOR RECOVERY.
 CS3103'
 CS3103'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2
 CS3103'MILES NORTHWEST OF DOWNTOWN CLEBURNE.
 CS3103
 CS3103                          STATION RECOVERY (1994)
 CS3103
 CS3103'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1313 ***********************************************************************
 DN1313  DESIGNATION -  COOKE
 DN1313  PID         -  DN1313
 DN1313  STATE/COUNTY-  TX/COOKE
 DN1313  USGS QUAD   -  MOUNTAIN SPRINGS (1978)
 DN1313
 DN1313                         *CURRENT SURVEY CONTROL
 DN1313  ___________________________________________________________________
 DN1313* NAD 83(1993)-  33 28 05.19977(N)    097 04 37.41731(W)     ADJUSTED  
 DN1313* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 DN1313  ___________________________________________________________________
 DN1313  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DN1313  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN1313
 DN1313  HORZ ORDER  -  SECOND
 DN1313
 DN1313.The horizontal coordinates were established by classical geodetic methods
 DN1313.and adjusted by the National Geodetic Survey in February 1996..
 DN1313
 DN1313.The orthometric height was scaled from a topographic map.
 DN1313
 DN1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1313
 DN1313.The geoid height was determined by GEOID03.
 DN1313
 DN1313;                    North         East     Units Scale Factor Converg.
 DN1313;SPC TXNC     - 2,200,659.945   732,254.223   MT  0.99989896   +0 46 33.8
 DN1313;SPC TXNC     - 7,219,998.50  2,402,404.06   sFT  0.99989896   +0 46 33.8
 DN1313;UTM  14      - 3,704,837.749   678,691.680   MT  0.99999368   +1 03 38.6
 DN1313
 DN1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1313!SPC TXNC     -   0.99996396  x   0.99989896  =   0.99986292
 DN1313!UTM  14      -   0.99996396  x   0.99999368  =   0.99995764
 DN1313
 DN1313:                Primary Azimuth Mark                     Grid Az
 DN1313:SPC TXNC     -  COOKE AZ MK                              060 40 46.2
 DN1313:UTM  14      -  COOKE AZ MK                              060 23 41.4
 DN1313
 DN1313|---------------------------------------------------------------------|
 DN1313| PID    Reference Object                     Distance      Geod. Az  |
 DN1313|                                                           dddmmss.s |
 DN1313| CX9313 COOKE AZ MK                                        0612720.0 |
 DN1313| CX9314 COOKE RM 1                            6.700 METERS 14500     |
 DN1313| CX9315 COOKE RM 2                            5.980 METERS 21131     |
 DN1313| DN1319 VALLEY VIEW MUNICIPAL TANK          APPROX. 8.6 KM 2860607.4 |
 DN1313| DN1288 GAINESVILLE W MUNICIPAL TANK        APPROX.18.7 KM 3375233.2 |
 DN1313| DN1293 GAINESVILLE E MUNICIPAL TANK        APPROX.18.2 KM 3435021.1 |
 DN1313|---------------------------------------------------------------------|
 DN1313
 DN1313                          SUPERSEDED SURVEY CONTROL
 DN1313
 DN1313  NAD 83(1993)-  33 28 05.19983(N)    097 04 37.41258(W) AD(       ) 2
 DN1313  NAD 83(1986)-  33 28 05.20492(N)    097 04 37.40580(W) AD(       ) 2
 DN1313  NAD 27      -  33 28 04.79730(N)    097 04 36.37170(W) AD(       ) 2
 DN1313
 DN1313.Superseded values are not recommended for survey control.
 DN1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1313.See file dsdata.txt to determine how the superseded data were derived.
 DN1313
 DN1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7869204838(NAD 83)
 DN1313_MARKER: DD = SURVEY DISK
 DN1313_SETTING: 0 = UNSPECIFIED SETTING
 DN1313
 DN1313  HISTORY     - Date     Condition        Report By
 DN1313  HISTORY     - 1955     MONUMENTED       USE
 DN1313  HISTORY     - 1957     GOOD             CGS
 DN1313  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 DN1313
 DN1313                          STATION DESCRIPTION
 DN1313
 DN1313'DESCRIBED BY US ENGINEERS 1955 (RLE)
 DN1313'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF GAINESVILLE,
 DN1313'ABOUT 9 MILES NORTHEAST OF SANGER AND ABOUT 6 MILES EAST
 DN1313'OF VALLEY VIEW ON THE HIGHEST POINT OF AN OUTSTANDING BRUSH
 DN1313'COVERED HILL.  THE PROPERTY IS OWNED BY THE BAPTIST CHURCH.  THE
 DN1313'MARK IS 6 FEET NORTH OF A 10 INCH POLE, ABOUT 20 FEET HIGH
 DN1313'WITH A CROSS AT THE TOP AND THE POLE IS SET IN A CONCRETE
 DN1313'SLAB ABOUT 4 FEET IN DIAMETER.  THE MARK IS A STANDARD U.S.
 DN1313'ENGINEER DEPARTMENT MARK SET IN CONCRETE AND PROJECTS 3
 DN1313'INCHES.  IT IS STAMPED COOKE.
 DN1313'
 DN1313'R.M. NO. 1 IS 17 FEET EAST-SOUTHEAST OF THE POLE WITH THE
 DN1313'CROSS.  IT IS STAMPED COOKE USED NO 1 1955 AND IS SET FLUSH.
 DN1313'
 DN1313'R.M. NO. 2 IS 14.5 FEET SOUTH-SOUTHWEST OF THE POLE WITH THE
 DN1313'CROSS.  IT IS STAMPED COOKE USED NO 2 AND IS SET FLUSH.
 DN1313'
 DN1313'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTER OF A GRAVELED
 DN1313'ROAD, 1.5 FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT SOUTH OF
 DN1313'A FENCE.  IT IS STAMPED COOKE USED 1955 AND PROJECTS 4 INCHES.
 DN1313'
 DN1313'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 DN1313'IN VALLEY VIEW, (NOTE--THIS IS ABOUT 150 FEET SOUTH OF THE
 DN1313'POST OFFICE), GO EAST 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY
 DN1313'77 AND FARM ROAD 922.  CONTINUE EAST-NORTHEAST FOR 3.1 MILES
 DN1313'TO THE END OF BLACKTOP AND A SIDE ROAD RIGHT.  TURN RIGHT AND
 DN1313'GO EAST 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 DN1313'SOUTH-SOUTHEAST FOR 0.75 MILES, CROSSING THE ELM FORK OF THE
 DN1313'TRINITY RIVER, TO A CROSSROAD.  CONTINUE SOUTHEAST FOR 1.35
 DN1313'MILES TO THE AZIMUTH ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 DN1313'ABOUT 100 FEET TO A GATE ON THE RIGHT.  TURN RIGHT, PASS
 DN1313'THROUGH GATE AND FOLLOW TRACK 0.2 MILE TO THE TOP OF THE HILL
 DN1313'AND THE STATION NEAR THE CROSS.
 DN1313
 DN1313                          STATION RECOVERY (1957)
 DN1313
 DN1313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1313'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DN1313'PROCEEDING TO STATION SITE ARE CORRECT.
 DN1313
 DN1313                          STATION RECOVERY (1995)
 DN1313
 DN1313'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2310 ***********************************************************************
 BY2310  DESIGNATION -  COOKS AZ MK
 BY2310  PID         -  BY2310
 BY2310  STATE/COUNTY-  TX/ANDERSON
 BY2310  USGS QUAD   -  YARD (1982)
 BY2310
 BY2310                         *CURRENT SURVEY CONTROL
 BY2310  ___________________________________________________________________
 BY2310* NAD 83(1986)-  31 52 04.     (N)    095 54 32.     (W)     SCALED    
 BY2310* NAVD 88     -        91.953  (meters)     301.68   (feet)  ADJUSTED  
 BY2310  ___________________________________________________________________
 BY2310  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BY2310  DYNAMIC HT  -          91.844 (meters)     301.32  (feet)  COMP
 BY2310  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 BY2310
 BY2310  VERT ORDER  -  SECOND    CLASS 0
 BY2310
 BY2310.The horizontal coordinates were scaled from a topographic map and have
 BY2310.an estimated accuracy of +/- 6 seconds.
 BY2310
 BY2310.The orthometric height was determined by differential leveling
 BY2310.and adjusted by the National Geodetic Survey in June 1991..
 BY2310
 BY2310.The geoid height was determined by GEOID03.
 BY2310
 BY2310.The dynamic height is computed by dividing the NAVD 88
 BY2310.geopotential number by the normal gravity value computed on the
 BY2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2310.degrees latitude (g = 980.6199 gals.).
 BY2310
 BY2310.The modeled gravity was interpolated from observed gravity values.
 BY2310
 BY2310;                    North         East    Units  Estimated Accuracy
 BY2310;SPC TX C     - 3,252,340.    1,118,570.      MT  (+/- 180 meters Scaled)
 BY2310
 BY2310                          SUPERSEDED SURVEY CONTROL
 BY2310
 BY2310  NGVD 29 (??/??/92)   91.944  (m)          301.65   (f) ADJ UNCH    2 0
 BY2310
 BY2310.Superseded values are not recommended for survey control.
 BY2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2310.See file dsdata.txt to determine how the superseded data were derived.
 BY2310
 BY2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR247294(NAD 83)
 BY2310_MARKER: DZ = AZIMUTH MARK DISK
 BY2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2310_STAMPING: COOKS 1946
 BY2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2310+STABILITY: SURFACE MOTION
 BY2310
 BY2310  HISTORY     - Date     Condition        Report By
 BY2310  HISTORY     - 1946     MONUMENTED       CGS
 BY2310  HISTORY     - 1947     GOOD             NGS
 BY2310
 BY2310                          STATION DESCRIPTION
 BY2310
 BY2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2310'4.0 MI S FROM BETHEL.
 BY2310'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2310'THENCE 3.7 MILES SOUTH ALONG A COUNTY ROAD TO COOKS STORE AND THE SITE
 BY2310'OF THE MARK, 120 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE,
 BY2310'48 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 28 FEET
 BY2310'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 28 FEET NORTH OF A
 BY2310'FENCE CORNER, 2 FEET SOUTH OF A 4X4 MARKER POST, 1 FOOT WEST OF A WIRE
 BY2310'FENCE.  A BRONZE AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2313 ***********************************************************************
 BY2313  DESIGNATION -  COOKS RM 1
 BY2313  PID         -  BY2313
 BY2313  STATE/COUNTY-  TX/ANDERSON
 BY2313  USGS QUAD   -  YARD (1982)
 BY2313
 BY2313                         *CURRENT SURVEY CONTROL
 BY2313  ___________________________________________________________________
 BY2313* NAD 83(1986)-  31 51 53.     (N)    095 54 10.     (W)     SCALED    
 BY2313* NAVD 88     -        95.719  (meters)     314.04   (feet)  ADJUSTED  
 BY2313  ___________________________________________________________________
 BY2313  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BY2313  DYNAMIC HT  -          95.606 (meters)     313.67  (feet)  COMP
 BY2313  MODELED GRAV-     979,453.2   (mgal)                       NAVD 88
 BY2313
 BY2313  VERT ORDER  -  SECOND    CLASS 0
 BY2313
 BY2313.The horizontal coordinates were scaled from a topographic map and have
 BY2313.an estimated accuracy of +/- 6 seconds.
 BY2313
 BY2313.The orthometric height was determined by differential leveling
 BY2313.and adjusted by the National Geodetic Survey in June 1991..
 BY2313
 BY2313.The geoid height was determined by GEOID03.
 BY2313
 BY2313.The dynamic height is computed by dividing the NAVD 88
 BY2313.geopotential number by the normal gravity value computed on the
 BY2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2313.degrees latitude (g = 980.6199 gals.).
 BY2313
 BY2313.The modeled gravity was interpolated from observed gravity values.
 BY2313
 BY2313;                    North         East    Units  Estimated Accuracy
 BY2313;SPC TX C     - 3,252,030.    1,119,160.      MT  (+/- 180 meters Scaled)
 BY2313
 BY2313                          SUPERSEDED SURVEY CONTROL
 BY2313
 BY2313  NGVD 29 (??/??/92)   95.709  (m)          314.01   (f) ADJ UNCH    2 0
 BY2313
 BY2313.Superseded values are not recommended for survey control.
 BY2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2313.See file dsdata.txt to determine how the superseded data were derived.
 BY2313
 BY2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR253291(NAD 83)
 BY2313_MARKER: DR = REFERENCE MARK DISK
 BY2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2313_STAMPING: COOKS NO 1 1946
 BY2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2313+STABILITY: SURFACE MOTION
 BY2313
 BY2313  HISTORY     - Date     Condition        Report By
 BY2313  HISTORY     - 1946     MONUMENTED       CGS
 BY2313  HISTORY     - 1947     GOOD             NGS
 BY2313
 BY2313                          STATION DESCRIPTION
 BY2313
 BY2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2313'4.5 MI S FROM BETHEL.
 BY2313'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2313'THENCE 3.7 MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.5 MILE SOUTHEAST
 BY2313'ALONG A COUNTY ROAD TO THE SITE OF THE MARK, 33 FEET NORTH OF THE
 BY2313'CENTER LINE OF THE ROAD, IN A FENCE LINE.  A BRONZE REFERENCE MARK
 BY2313'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2311 ***********************************************************************
 BY2311  DESIGNATION -  COOKS RM 2
 BY2311  PID         -  BY2311
 BY2311  STATE/COUNTY-  TX/ANDERSON
 BY2311  USGS QUAD   -  YARD (1982)
 BY2311
 BY2311                         *CURRENT SURVEY CONTROL
 BY2311  ___________________________________________________________________
 BY2311* NAD 83(1986)-  31 51 53.     (N)    095 54 10.     (W)     SCALED    
 BY2311* NAVD 88     -        95.774  (meters)     314.22   (feet)  ADJUSTED  
 BY2311  ___________________________________________________________________
 BY2311  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BY2311  DYNAMIC HT  -          95.660 (meters)     313.84  (feet)  COMP
 BY2311  MODELED GRAV-     979,453.2   (mgal)                       NAVD 88
 BY2311
 BY2311  VERT ORDER  -  SECOND    CLASS 0
 BY2311
 BY2311.The horizontal coordinates were scaled from a topographic map and have
 BY2311.an estimated accuracy of +/- 6 seconds.
 BY2311
 BY2311.The orthometric height was determined by differential leveling
 BY2311.and adjusted by the National Geodetic Survey in June 1991..
 BY2311
 BY2311.The geoid height was determined by GEOID03.
 BY2311
 BY2311.The dynamic height is computed by dividing the NAVD 88
 BY2311.geopotential number by the normal gravity value computed on the
 BY2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2311.degrees latitude (g = 980.6199 gals.).
 BY2311
 BY2311.The modeled gravity was interpolated from observed gravity values.
 BY2311
 BY2311;                    North         East    Units  Estimated Accuracy
 BY2311;SPC TX C     - 3,252,030.    1,119,160.      MT  (+/- 180 meters Scaled)
 BY2311
 BY2311                          SUPERSEDED SURVEY CONTROL
 BY2311
 BY2311  NGVD 29 (??/??/92)   95.764  (m)          314.19   (f) ADJ UNCH    2 0
 BY2311
 BY2311.Superseded values are not recommended for survey control.
 BY2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2311.See file dsdata.txt to determine how the superseded data were derived.
 BY2311
 BY2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR253291(NAD 83)
 BY2311_MARKER: DR = REFERENCE MARK DISK
 BY2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2311_STAMPING: COOKS NO 2 1946
 BY2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2311+STABILITY: SURFACE MOTION
 BY2311
 BY2311  HISTORY     - Date     Condition        Report By
 BY2311  HISTORY     - 1946     MONUMENTED       CGS
 BY2311  HISTORY     - 1947     GOOD             NGS
 BY2311
 BY2311                          STATION DESCRIPTION
 BY2311
 BY2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2311'4.5 MI S FROM BETHEL.
 BY2311'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2311'THENCE 3.7 MILES SOUTH ALONG A COUNTY ROAD, THENCE 0.5 MILE SOUTHEAST
 BY2311'ALONG A COUNTY ROAD TO THE SITE OF THE MARK, 85 FEET WEST OF
 BY2311'TRIANGULATION STATION COOKS, 33 FEET SOUTH OF THE CENTER LINE OF THE
 BY2311'ROAD.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1413 ***********************************************************************
 BZ1413  DESIGNATION -  COOLEDGE STANDPIPE
 BZ1413  PID         -  BZ1413
 BZ1413  STATE/COUNTY-  TX/LIMESTONE
 BZ1413  USGS QUAD   -  COOLIDGE (1978)
 BZ1413
 BZ1413                         *CURRENT SURVEY CONTROL
 BZ1413  ___________________________________________________________________
 BZ1413* NAD 83(1993)-  31 45 17.23719(N)    096 39 00.86526(W)     ADJUSTED  
 BZ1413* NAVD 88     -       202.1    (meters)     663.     (feet)  VERTCON   
 BZ1413  ___________________________________________________________________
 BZ1413  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 BZ1413  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ1413
 BZ1413  HORZ ORDER  -  THIRD
 BZ1413
 BZ1413.The horizontal coordinates were established by classical geodetic methods
 BZ1413.and adjusted by the National Geodetic Survey in July 1998..
 BZ1413
 BZ1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1413
 BZ1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1413
 BZ1413.The geoid height was determined by GEOID03.
 BZ1413
 BZ1413;                    North         East     Units Scale Factor Converg.
 BZ1413;SPC TX C     - 3,237,262.963 1,048,875.155   MT  0.99996800   +1 53 49.2
 BZ1413;SPC TX C     -10,620,920.24  3,441,184.57   sFT  0.99996800   +1 53 49.2
 BZ1413;SPC TXNC     - 2,011,315.527   775,266.263   MT  1.00012632   +1 00 31.9
 BZ1413;SPC TXNC     - 6,598,791.02  2,543,519.40   sFT  1.00012632   +1 00 31.9
 BZ1413;UTM  14      - 3,515,659.018   722,564.049   MT  1.00021096   +1 14 13.7
 BZ1413
 BZ1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1413!SPC TX C     -   0.99997228  x   0.99996800  =   0.99994028
 BZ1413!SPC TXNC     -   0.99997228  x   1.00012632  =   1.00009859
 BZ1413!UTM  14      -   0.99997228  x   1.00021096  =   1.00018323
 BZ1413
 BZ1413                          SUPERSEDED SURVEY CONTROL
 BZ1413
 BZ1413  NAD 83(1993)-  31 45 17.23719(N)    096 39 00.86526(W) AD(       ) 4
 BZ1413  NAD 83(1986)-  31 45 17.24559(N)    096 39 00.84576(W) AD(       ) 4
 BZ1413  NAD 27      -  31 45 16.64600(N)    096 38 59.83300(W) AD(       ) 3
 BZ1413  NGVD 29 (07/28/98)  202.0    (m)          663.     (f) VERT ANG       
 BZ1413
 BZ1413.Superseded values are not recommended for survey control.
 BZ1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1413.See file dsdata.txt to determine how the superseded data were derived.
 BZ1413
 BZ1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA2256415659(NAD 83)
 BZ1413_MARKER: 53 = ELEVATED TANK
 BZ1413
 BZ1413  HISTORY     - Date     Condition        Report By
 BZ1413  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1413  HISTORY     - 1935     GOOD             CGS
 BZ1413  HISTORY     - 1948     GOOD             CGS
 BZ1413  HISTORY     - 1958     GOOD             USGS
 BZ1413  HISTORY     - 19950715 GOOD             USPSQD
 BZ1413
 BZ1413                          STATION DESCRIPTION
 BZ1413
 BZ1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1413'THE STANDPIPE DESCRIBED IS EVIDENTLY THE TANK FOR THE CITY
 BZ1413'WATER SUPPLY SINCE THIS IS THE ONLY STRUCTURE OF THIS SORT
 BZ1413'EVER AT COOLEDGE.  THIS TANK IS STILL STANDING UNCHANGED
 BZ1413'SINCE 1919.
 BZ1413
 BZ1413                          STATION RECOVERY (1948)
 BZ1413
 BZ1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1413'STATION IS LOCATED JUST NORTH OF THE BUSINESS DISTRICT OF
 BZ1413'THE VILLAGE OF COOLIDGE.  STATION HAS FOUR STEEL LEGS, 110
 BZ1413'FEET HIGH AND 36 FEET SQUARE AT BASE.  STATION IS SILVER
 BZ1413'IN COLOR.
 BZ1413'
 BZ1413'THE POINT INTERSECTED WAS THE BALL FINIAL.
 BZ1413'
 BZ1413'TO REACH FROM THE FIRST NATIONAL BANK IN COOLIDGE GO NORTH
 BZ1413'FOR 0.05 MILE TO STATION ON THE RIGHT OR EAST SIDE OF GRAVEL
 BZ1413'STREET AS DESCRIBED.
 BZ1413
 BZ1413                          STATION RECOVERY (1958)
 BZ1413
 BZ1413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BZ1413'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31096-4, STATION 1024.
 BZ1413'RECOVERY BY USGS, 1958--THE STANDPIPE DESCRIBED IS EVIDENTLY THE TANK
 BZ1413'FOR THE CITY WATER SUPPLY SINCE THIS IS THE ONLY STRUCTURE OF THIS
 BZ1413'SORT EVER AT COOLEDGE.  THIS TANK IS STILL STANDING UNCHANGED SINCE
 BZ1413'1919.
 BZ1413
 BZ1413                          STATION RECOVERY (1995)
 BZ1413
 BZ1413'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1296 ***********************************************************************
 BZ1296  DESIGNATION -  COON
 BZ1296  PID         -  BZ1296
 BZ1296  STATE/COUNTY-  TX/BOSQUE
 BZ1296  USGS QUAD   -  LAGUNA PARK (1966)
 BZ1296
 BZ1296                         *CURRENT SURVEY CONTROL
 BZ1296  ___________________________________________________________________
 BZ1296* NAD 83(1993)-  31 50 31.33914(N)    097 24 44.52011(W)     ADJUSTED  
 BZ1296* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 BZ1296  ___________________________________________________________________
 BZ1296  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BZ1296  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BZ1296
 BZ1296  HORZ ORDER  -  SECOND
 BZ1296
 BZ1296.The horizontal coordinates were established by classical geodetic methods
 BZ1296.and adjusted by the National Geodetic Survey in February 1996..
 BZ1296
 BZ1296.The orthometric height was scaled from a topographic map.
 BZ1296
 BZ1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1296
 BZ1296.The geoid height was determined by GEOID03.
 BZ1296
 BZ1296;                    North         East     Units Scale Factor Converg.
 BZ1296;SPC TX C     - 3,244,791.085   976,448.699   MT  0.99998917   +1 30 16.1
 BZ1296;SPC TX C     -10,645,618.75  3,203,565.44   sFT  0.99998917   +1 30 16.1
 BZ1296;SPC TXNC     - 2,019,981.124   702,957.471   MT  1.00009340   +0 35 35.5
 BZ1296;SPC TXNC     - 6,627,221.40  2,306,286.30   sFT  1.00009340   +0 35 35.5
 BZ1296;UTM  14      - 3,524,025.329   650,225.564   MT  0.99987833   +0 50 15.9
 BZ1296
 BZ1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1296!SPC TX C     -   0.99996914  x   0.99998917  =   0.99995831
 BZ1296!SPC TXNC     -   0.99996914  x   1.00009340  =   1.00006254
 BZ1296!UTM  14      -   0.99996914  x   0.99987833  =   0.99984748
 BZ1296
 BZ1296                          SUPERSEDED SURVEY CONTROL
 BZ1296
 BZ1296  NAD 83(1986)-  31 50 31.34769(N)    097 24 44.49849(W) AD(       ) 2
 BZ1296  NAD 27      -  31 50 30.77600(N)    097 24 43.44600(W) AD(       ) 2
 BZ1296
 BZ1296.Superseded values are not recommended for survey control.
 BZ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1296.See file dsdata.txt to determine how the superseded data were derived.
 BZ1296
 BZ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA5022624025(NAD 83)
 BZ1296_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BZ1296_SETTING: 0 = UNSPECIFIED SETTING
 BZ1296
 BZ1296  HISTORY     - Date     Condition        Report By
 BZ1296  HISTORY     - 1944     MONUMENTED       USE
 BZ1296  HISTORY     - 1968     GOOD             USGS
 BZ1296  HISTORY     - 19990828 GOOD             USPSQD
 BZ1296  HISTORY     - 20010317 GOOD             USPSQD
 BZ1296
 BZ1296                          STATION DESCRIPTION
 BZ1296
 BZ1296'DESCRIBED BY US ENGINEERS 1944 (PLB)
 BZ1296'STATION IS LOCATED ABOUT 8.0 MILES S AND 5.5 MILES W OF
 BZ1296'WHITNEY, ON A SMALL BARREN RIDGE BETWEEN LITTLE ROCKY AND
 BZ1296'COON CREEKS, AND ON LAND OWNED AND OCCUPIED BY M.P. GREENWADE.
 BZ1296'IT IS ABOUT 0.5 MILE S OF THE GREENWADE RANCH HOUSE, 60
 BZ1296'FEET NE OF A POWER-TRSN. LINE, 350 FEET NW OF AN E-W DIRT
 BZ1296'ROAD, AND 45 FEET NNW OF A TRACK ROAD.
 BZ1296'
 BZ1296'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, DISK SET
 BZ1296'IN THE TOP OF A 12- BY 12-INCH CONCRETE BLOCK PROJECTING
 BZ1296'ABOUT 8 INCHES.  THERE ARE NO STAMPINGS ON THE DISK.
 BZ1296'
 BZ1296'REFERENCE MARK 1 IS E OF THE STATION, SET IN THE OPEN PASTURE
 BZ1296'FIELD.  IT IS A BRONZE REFERENCE DISK, STAMPED COON NO 1
 BZ1296'1944, AND PROJECTS ABOUT 4 INCHES.
 BZ1296'
 BZ1296'REFERENCE MARK 2 IS S OF THE STATION, SET IN THE OPEN PASTURE.
 BZ1296'IT IS A BRONZE REFERENCE DISK, STAMPED COON NO 2 1944, AND
 BZ1296'PROJECTS ABOUT 5 INCHES.
 BZ1296'
 BZ1296'AZIMUTH MARK IS ABOUT 0.4 MILE E OF THE STATION, SET IN
 BZ1296'THE OPEN PASTURE FIELD, 25 FEET S OF A LONE 6-INCH MESQUITE
 BZ1296'TREE, 10 FEET N OF THE E-W FENCE LINE, AND 30 FEET N OF THE
 BZ1296'CENTER LINE OF THE DIRT ROAD.  IT IS A BRONZE AZIMUTH DISK,
 BZ1296'STAMPED COON 1944, AND PROJECTS ABOUT 6 INCHES.  TO REACH
 BZ1296'FROM THE STATION, DRIVE E ACROSS THE OPEN PASTURE FOR 0.4
 BZ1296'MILE TO THE LONE MESQUITE TREE AND THE MARK.
 BZ1296'
 BZ1296'TO REACH THE STATION FROM WHITNEY, GO SW ON STATE HIGHWAY
 BZ1296'22 FOR 5.5 MILES TO THE BRAZOS RIVER BRIDGE, CONTINUE
 BZ1296'ON STATE HIGHWAY 22 FOR 2.7 MILES TO A T-ROAD LEFT, TURN
 BZ1296'LEFT AND GO S ON DIRT ROAD FOR 3.05 MILES TO A CATTLE GUARD
 BZ1296'ON THE RIGHT.  PASS THROUGH CATTLE GUARD, BEAR LEFT ON DIM
 BZ1296'TRACK ROAD JUST AFTER CROSSING CATTLE GUARD AND FOLLOW ROAD
 BZ1296'AROUND THE E AND S SIDE OF THE RIDGE FOR 0.55 MILE TO
 BZ1296'THE STATION ON THE RIGHT JUST OFF THE ROAD.
 BZ1296'
 BZ1296'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 BZ1296'
 BZ1296'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BZ1296
 BZ1296                          STATION RECOVERY (1968)
 BZ1296
 BZ1296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BZ1296'RECOVERED BY USGS IN 1968.
 BZ1296'STATION MARK--U.S. ARMY CORPS OF ENGINEERS TABLET SET IN TOP OF 12 X
 BZ1296'12 IN. CONCRETE BLOCK PROJECTING 8 IN., NOT STAMPED.
 BZ1296
 BZ1296                          STATION RECOVERY (1999)
 BZ1296
 BZ1296'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1296'RECOVERED IN GOOD CONDITION.
 BZ1296
 BZ1296                          STATION RECOVERY (2001)
 BZ1296
 BZ1296'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1308 ***********************************************************************
 CR1308  DESIGNATION -  COON
 CR1308  PID         -  CR1308
 CR1308  STATE/COUNTY-  TX/HENDERSON
 CR1308  USGS QUAD   -  COON CREEK LAKE (1984)
 CR1308
 CR1308                         *CURRENT SURVEY CONTROL
 CR1308  ___________________________________________________________________
 CR1308* NAD 83(1993)-  32 06 50.18247(N)    095 50 32.22470(W)     ADJUSTED  
 CR1308* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 CR1308  ___________________________________________________________________
 CR1308  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 CR1308  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CR1308
 CR1308  HORZ ORDER  -  FIRST
 CR1308
 CR1308.The horizontal coordinates were established by classical geodetic methods
 CR1308.and adjusted by the National Geodetic Survey in February 1996..
 CR1308
 CR1308.The orthometric height was scaled from a topographic map.
 CR1308
 CR1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1308
 CR1308.The geoid height was determined by GEOID03.
 CR1308
 CR1308;                    North         East     Units Scale Factor Converg.
 CR1308;SPC TXNC     - 2,052,772.317   850,799.421   MT  1.00000543   +1 26 58.2
 CR1308;SPC TXNC     - 6,734,803.84  2,791,331.10   sFT  1.00000543   +1 26 58.2
 CR1308;SPC TX C     - 3,279,867.607 1,123,762.239   MT  1.00007010   +2 18 47.4
 CR1308;SPC TX C     -10,760,698.97  3,686,876.61   sFT  1.00007010   +2 18 47.4
 CR1308;UTM  15      - 3,556,603.140   231,815.370   MT  1.00048707   -1 30 42.7
 CR1308
 CR1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1308!SPC TXNC     -   0.99998032  x   1.00000543  =   0.99998575
 CR1308!SPC TX C     -   0.99998032  x   1.00007010  =   1.00005042
 CR1308!UTM  15      -   0.99998032  x   1.00048707  =   1.00046738
 CR1308
 CR1308|---------------------------------------------------------------------|
 CR1308| PID    Reference Object                     Distance      Geod. Az  |
 CR1308|                                                           dddmmss.s |
 CR1308| CX9317 COON RM 1                            55.541 METERS 06451     |
 CR1308| CX9318 COON RM 2                            48.417 METERS 12510     |
 CR1308| CX9316 COON AZ MK                                         2481232.2 |
 CR1308| CS2630 TRINIDAD TEX P AND L LGE STK        APPROX.24.5 KM 2731829.6 |
 CR1308| CR1304 ATHENS HENDERSON CO CTHSE FLAG      APPROX.10.1 KM 3533213.3 |
 CR1308| CR1305 ATHENS MUNICIPAL TANK               APPROX.10.4 KM 3554907.9 |
 CR1308|---------------------------------------------------------------------|
 CR1308
 CR1308                          SUPERSEDED SURVEY CONTROL
 CR1308
 CR1308  NAD 83(1986)-  32 06 50.19081(N)    095 50 32.20848(W) AD(       ) 1
 CR1308  NAD 27      -  32 06 49.62900(N)    095 50 31.34000(W) AD(       ) 1
 CR1308
 CR1308.Superseded values are not recommended for survey control.
 CR1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1308.See file dsdata.txt to determine how the superseded data were derived.
 CR1308
 CR1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR3181556603(NAD 83)
 CR1308_MARKER: DS = TRIANGULATION STATION DISK
 CR1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1308
 CR1308  HISTORY     - Date     Condition        Report By
 CR1308  HISTORY     - 1935     MONUMENTED       CGS
 CR1308  HISTORY     - 1946     GOOD             CGS
 CR1308
 CR1308                          STATION DESCRIPTION
 CR1308
 CR1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1308'STATION IS ABOUT 6 MILES S OF ATHENS, ABOUT 3 MILES N OF
 CR1308'COON LAKE, ON FARM OWNED AND OCCUPIED BY W.R. DAY, ABOUT 0.6 MILE
 CR1308'ENE OF HIS HOUSE, ABOUT 0.35 MILE ESE OF MR. PACES HOUSE WHICH
 CR1308'IS ABOUT 1/2 MILE NE OF MR. DAYS HOUSE, IN CULTIVATED FIELD,
 CR1308'AT HIGHEST POINT OF FLAT SAND HILL, ABOUT 130 FEET W OF W EDGE
 CR1308'OF THE OAK WOODS, WHICH IS WHERE THE HILL STARTS SLOPING OFF
 CR1308'TO THE E, ABOUT 12 FEET E OF A CLUMP OF BUSHES WHICH IS AT E
 CR1308'EDGE OF A SMALL EXCAVATED HOLE THAT IS PARTLY FILLED WITH
 CR1308'BRUSH AND OTHER TRASH.  THE MARK PROJECTS 3 INCHES.
 CR1308'
 CR1308'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR1308'BRONZE DISKS SET IN CONCRETE.
 CR1308'
 CR1308'REFERENCE MARK NO. 1 IS ENE OF THE STATION, AT EDGE OF THE OAK
 CR1308'WOODS, 4 FEET SW OF A 5-INCH OAK TREE, 4 FEET WNW OF A 10-INCH
 CR1308'OAK TREE.  IT PROJECTS 2 INCHES.
 CR1308'
 CR1308'REFERENCE MARK NO. 2 IS SE OF THE STATION, AT EDGE OF THE OAK
 CR1308'WOODS, 17 FEET WSW OF A 10-INCH TWIN OAKS, 172.55 FEET SSW OF
 CR1308'REFERENCE MARK NO. 1.  IT PROJECTS 4 INCHES.
 CR1308'
 CR1308'AZIMUTH MARK IS WSW OF THE STATION, ABOUT 200 YARDS ENE OF MR.
 CR1308'DAYS HOUSE, ON N-S BARBED-WIRE FENCE LINE THAT SEPARATES TWO
 CR1308'CATTLE RANCHES, ABOUT 12 FEET N OF THE FARM ROAD THAT LEADS
 CR1308'TO MR. DAYS HOUSE.  IT PROJECTS 3 INCHES.
 CR1308'
 CR1308'TO REACH FROM THE SE CORNER OF THE COURTHOUSE SQUARE IN ATHENS--GO
 CR1308'S ON STATE HIGHWAY 19, (OLD ALIGNMENT), 5.8 MILES TO WHERE IT
 CR1308'CURVES TO THE LEFT AT THREE MAIL BOXES ON RIGHT, AND A DIRT
 CR1308'ROAD LEADING W, THENCE W AND SW ON MAIN-TRAVELED DIRT ROAD, 2.35
 CR1308'MILES TO MR. PACES HOUSE ON W SIDE OF ROAD, THENCE ESE ACROSS
 CR1308'CULTIVATED FIELD 0.35 MILE TO HIGHEST POINT OF SAND HILL AND
 CR1308'STATION.
 CR1308'
 CR1308'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 CR1308'
 CR1308'HEIGHT OF LIGHT ABOVE STATION MARK- 87 FEET.
 CR1308
 CR1308                          STATION RECOVERY (1946)
 CR1308
 CR1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CR1308'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 CR1308'FOUND TO BE IN GOOD CONDITION.
 CR1308'
 CR1308'A COMPLETE DESCRIPTION FOLLOWS--
 CR1308'
 CR1308'THE STATION IS LOCATED ON THE HIGHEST POINT OF A FLAT SAND HILL
 CR1308'IN A CULTIVATED FIELD.  IT IS 6 MILES SOUTH OF ATHENS, 3 MILES
 CR1308'NORTH OF COON LAKE, 0.6 MILE EAST-NORTHEAST OF A FARM HOUSE,
 CR1308'117 FEET NORTH-NORTHWEST OF A FENCE LINE, AND 4 FEET SOUTHEAST
 CR1308'OF A REFERENCE POST.
 CR1308'PROJECTS 1 INCH AND IS STAMPED COON 1935.
 CR1308'
 CR1308'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AT THE
 CR1308'EAST EDGE OF A TIMBERED AREA AND 49 FEET SOUTHEAST OF A FENCE.
 CR1308'PROJECTS 2 INCHES AND IS STAMPED COON NO 1 1935.
 CR1308'
 CR1308'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION AT THE
 CR1308'EAST EDGE OF A TIMBERED AREA AND 27 FEET SOUTH OF A FENCE.
 CR1308'PROJECTS 5 INCHES AND IS STAMPED COON NO 2 1935.
 CR1308'
 CR1308'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 200 YARDS
 CR1308'EAST-NORTHEAST OF MR. DAYS HOUSE, 90 FEET NORTHWEST OF A SAND
 CR1308'ROAD, 14 INCHES EAST OF A REFERENCE POST, AND 8 INCHES EAST OF A
 CR1308'WIRE FENCE.  PROJECTS 1 INCH AND IS STAMPED COON 1935 AZIMUTH.
 CR1308'
 CR1308'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 CR1308'SQUARE IN ATHENS, GO SOUTH ON STATE HIGHWAY NO. 19 FOR 5.8 MILES TO
 CR1308'A CROSSROAD, TURN RIGHT, WEST, AND GO 2.15 MILES TO A WIRE
 CR1308'GATE ON THE LEFT, AT A FENCE CORNER, TURN LEFT THROUGH GATE
 CR1308'AND GO SOUTH ALONG EAST SIDE OF A WIRE FENCE FOR 0.25 MILE
 CR1308'TO THE SUMMIT AND THE STATION AS DESCRIBED.
 CR1308'
 CR1308'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG EAST
 CR1308'SIDE OF WIRE FENCE FOR 0.25 MILE TO THE MAIN ROAD, TURN LEFT AND
 CR1308'GO 0.3 MILE TO A FARM HOUSE ON THE RIGHT, CONTINUE ON FARM
 CR1308'ROAD FOR 0.25 MILE TO THE SECOND CATTLE GUARD AND THE AZIMUTH
 CR1308'MARK ON THE RIGHT AS DESCRIBED.
 CR1308'
 CR1308'A 100 FOOT SIGNAL AT LAMBRIGHT IS VISIBLE AT 50 FEET.
 CR1308'
 CR1308'A 100 FOOT SIGNAL AT BRADFORD IS VISIBLE AT 37 FEET.
 CR1308'
 CR1308'A 100 FOOT SIGNAL AT VANNOY 1935 IS VISIBLE AT 37 FEET.
 CR1308'
 CR1308'A 113 FOOT SIGNAL AT CROSS IS VISIBLE AT 20 FEET.
 CR1308'
 CR1308'A 74 FOOT SIGNAL AT ANDING IS VISIBLE AT 4 FEET
 CR1308'
 CR1308'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 97 FEET.
 CR1308'
 CR1308'AN 87 FOOT SIGNAL AT HOLLY IS VISIBLE AT 4 FEET.
 CR1308'
 CR1308'A 74 FOOT SIGNAL AT MILL IS VISIBLE AT 37 FEET.
 CR1308'
 CR1308'A 100 FOOT SIGNAL AT HOLLYWOOD IS VISIBLE AT 4 FEET.
 CR1308'
 CR1308'AN 87 FOOT SIGNAL AT ATHENS IS VISIBLE AT 37 FEET.
 CR1308'
 CR1308'A 100 FOOT SIGNAL AT MORROW IS VISIBLE AT 50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0809 ***********************************************************************
 EN0809  DESIGNATION -  COON
 EN0809  PID         -  EN0809
 EN0809  STATE/COUNTY-  TX/BRISCOE
 EN0809  USGS QUAD   -  ROSS CANYON (1965)
 EN0809
 EN0809                         *CURRENT SURVEY CONTROL
 EN0809  ___________________________________________________________________
 EN0809* NAD 83(1993)-  34 35 55.47600(N)    101 18 21.43664(W)     ADJUSTED  
 EN0809* NAVD 88     -       999.     (meters)    3278.     (feet)  SCALED    
 EN0809  ___________________________________________________________________
 EN0809  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 EN0809  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EN0809
 EN0809  HORZ ORDER  -  SECOND
 EN0809
 EN0809.The horizontal coordinates were established by classical geodetic methods
 EN0809.and adjusted by the National Geodetic Survey in February 1996..
 EN0809
 EN0809.The orthometric height was scaled from a topographic map.
 EN0809
 EN0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0809
 EN0809.The geoid height was determined by GEOID03.
 EN0809
 EN0809;                    North         East     Units Scale Factor Converg.
 EN0809;SPC TX N     - 1,066,441.674   217,800.292   MT  1.00001227   +0 06 44.8
 EN0809;SPC TX N     - 3,498,817.39    714,566.46   sFT  1.00001227   +0 06 44.8
 EN0809;UTM  14      - 3,830,963.772   288,535.355   MT  1.00015120   -1 18 35.5
 EN0809
 EN0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0809!SPC TX N     -   0.99984741  x   1.00001227  =   0.99985967
 EN0809!UTM  14      -   0.99984741  x   1.00015120  =   0.99999858
 EN0809
 EN0809:                Primary Azimuth Mark                     Grid Az
 EN0809:SPC TX N     -  SILVERTON NESA INC MICRO MST             165 03 35.9
 EN0809:UTM  14      -  SILVERTON NESA INC MICRO MST             166 28 56.2
 EN0809
 EN0809|---------------------------------------------------------------------|
 EN0809| PID    Reference Object                     Distance      Geod. Az  |
 EN0809|                                                           dddmmss.s |
 EN0809| EN0808 SILVERTON NESA INC MICRO MST        APPROX. 5.2 KM 1651020.7 |
 EN0809| CJ6970 COON RM 1                            17.898 METERS 17054     |
 EN0809| CJ6969 COON AZ MK                                         1751056.9 |
 EN0809| EN0811 SILVERTON ATT MICRO RELAY MST       APPROX.12.2 KM 2601547.5 |
 EN0809| CJ6971 COON RM 2                            17.660 METERS 26126     |
 EN0809|---------------------------------------------------------------------|
 EN0809
 EN0809                          SUPERSEDED SURVEY CONTROL
 EN0809
 EN0809  NAD 83(1993)-  34 35 55.47879(N)    101 18 21.43242(W) AD(       ) 2
 EN0809  NAD 83(1986)-  34 35 55.48156(N)    101 18 21.43044(W) AD(       ) 2
 EN0809  NAD 27      -  34 35 55.26109(N)    101 18 19.84995(W) AD(       ) 2
 EN0809
 EN0809.Superseded values are not recommended for survey control.
 EN0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0809.See file dsdata.txt to determine how the superseded data were derived.
 EN0809
 EN0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8853530964(NAD 83)
 EN0809_MARKER: DS = TRIANGULATION STATION DISK
 EN0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0809
 EN0809  HISTORY     - Date     Condition        Report By
 EN0809  HISTORY     - 1964     MONUMENTED       CGS
 EN0809
 EN0809                          STATION DESCRIPTION
 EN0809
 EN0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0809'THE STATION IS ABOUT 11 MILES EAST-SOUTHEAST OF VIGO PARK, 9-1/2
 EN0809'MILES NORTH OF SILVERTON, 2-1/2 MILES WEST OF COON CREEK AND ON
 EN0809'GRAZING LAND OWNED BY A. L. MCMURTRY.
 EN0809'
 EN0809'TO REACH THE STATION FROM THE COURTHOUSE IN SILVERTON, GO WEST ON
 EN0809'STATE HIGHWAY 86 FOR 0.5 MILE TO THE HIGHWAY DEPARTMENT BUILDINGS ON
 EN0809'THE LEFT AND A GRADED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 EN0809'NORTH ON THE GRADED ROAD FOR 5.4 MILES TO THE END OF THE GRADED ROAD
 EN0809'AT TWO CATTLE GUARDS.  CROSS THE WEST CATTLE GUARD AND
 EN0809'CONTINUE NORTH FOR 1.4 MILES TO A GATE JUST NORTH OF A RANCH
 EN0809'HOUSE AND A WINDMILL.  PASS THROUGH THE GATE AND GO EASTERLY
 EN0809'FOR 0.05 MILE TO A GATE ON THE LEFT.  PASS THROUGH THE GATE AND GO
 EN0809'NORTHEASTERLY FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 EN0809'NORTHERLY FOR 1.3 MILES TO A GATE.  PASS THROUGH THE GATE, TURN
 EN0809'RIGHT AND GO EAST FOR 0.65 MILE TO A T-JUNCTION AT A GATE ON THE
 EN0809'RIGHT.  TURN LEFT AND GO NORTH FOR 0.3 MILE TO THE AZIMUTH MARK ON
 EN0809'THE RIGHT.  CONTINUE NORTH FOR 0.05 MILE TO A DIM FORK.  BEAR
 EN0809'RIGHT AND CONTINUE NORTH FOR 0.25 MILE TO THE STATION.
 EN0809'
 EN0809'THE STATION MARK IS A STANDARD DISK, STAMPED COON 1964, SET IN THE
 EN0809'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 3.1
 EN0809'FEET WEST OF A WITNESS POST.
 EN0809'
 EN0809'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COON NO 1 1964, SET IN
 EN0809'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 EN0809'IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0809'
 EN0809'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COON NO 2 1964, SET IN
 EN0809'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 EN0809'IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0809'
 EN0809'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COON 1964, SET IN THE
 EN0809'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 EN0809'11.1 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND 2.4 FEET
 EN0809'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2419 ***********************************************************************
 AN2419  DESIGNATION -  COON
 AN2419  PID         -  AN2419
 AN2419  STATE/COUNTY-  TX/MATAGORDA
 AN2419  USGS QUAD   -  PALACIOS (1995)
 AN2419
 AN2419                         *CURRENT SURVEY CONTROL
 AN2419  ___________________________________________________________________
 AN2419* NAD 83(1993)-  28 39 15.98820(N)    096 13 41.53577(W)     ADJUSTED  
 AN2419* NAVD 88     -         1.     (meters)       3.     (feet)  VERTCON   
 AN2419  ___________________________________________________________________
 AN2419  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AN2419  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AN2419
 AN2419  HORZ ORDER  -  SECOND
 AN2419
 AN2419.The horizontal coordinates were established by classical geodetic methods
 AN2419.and adjusted by the National Geodetic Survey in February 1996..
 AN2419
 AN2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2419
 AN2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2419
 AN2419.The geoid height was determined by GEOID03.
 AN2419
 AN2419;                    North         East     Units Scale Factor Converg.
 AN2419;SPC TXSC     - 4,094,213.385   870,930.645   MT  0.99993323   +1 21 28.6
 AN2419;SPC TXSC     -13,432,431.75  2,857,378.29   sFT  0.99993323   +1 21 28.6
 AN2419;UTM  14      - 3,172,845.655   770,923.198   MT  1.00050592   +1 19 47.9
 AN2419
 AN2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2419!SPC TXSC     -   1.00000401  x   0.99993323  =   0.99993724
 AN2419!UTM  14      -   1.00000401  x   1.00050592  =   1.00050993
 AN2419
 AN2419                          SUPERSEDED SURVEY CONTROL
 AN2419
 AN2419  NAD 83(1986)-  28 39 15.99696(N)    096 13 41.50107(W) AD(       ) 2
 AN2419  NGVD 29 (03/06/92)    1.     (m)            3.     (f) VERT ANG       
 AN2419
 AN2419.Superseded values are not recommended for survey control.
 AN2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2419.See file dsdata.txt to determine how the superseded data were derived.
 AN2419
 AN2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7092372846(NAD 83)
 AN2419_MARKER: DD = SURVEY DISK
 AN2419_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2419_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AN2419_STAMPING: COON 1991
 AN2419_MARK LOGO: NOS   
 AN2419_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AN2419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2419+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AN2419
 AN2419  HISTORY     - Date     Condition        Report By
 AN2419  HISTORY     - 1991     MONUMENTED       NOS
 AN2419
 AN2419                          STATION DESCRIPTION
 AN2419
 AN2419'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AN2419'BY SMALL BOAT TRAVEL APPROXIMATELY 3.0 MILES DUE SOUTH FROM THE
 AN2419'ENTRANCE OF PALACIOS HARBOR TO A SMALL CRESCENT SHAPED SHELLBANK
 AN2419'ISLAND. IT IS THE THIRD ISLAND NORTHEAST OF OLIVER POINT. THE STATION
 AN2419'IS A BRASS DISK STAMPED COON 1991 IMBEDDED IN CONCRETE AND LOCATED 6
 AN2419'METERS SOUTH OF THE NORTHERLY EDGE OF THE ISLAND (HIGH WATER LINE), 7
 AN2419'METERS NORTH OF THE SOUTHERLY EDGE OF THE ISLAND (H.W.L.), AND
 AN2419'APPROXIMATELY IN THE CENTER OF THE ISLAND LENGTHWISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0477 ***********************************************************************
 CA0477  DESIGNATION -  COON 2
 CA0477  PID         -  CA0477
 CA0477  STATE/COUNTY-  TX/BROWN
 CA0477  USGS QUAD   -  BURKETT (1977)
 CA0477
 CA0477                         *CURRENT SURVEY CONTROL
 CA0477  ___________________________________________________________________
 CA0477* NAD 83(1993)-  31 56 56.80794(N)    099 07 39.65625(W)     ADJUSTED  
 CA0477* NAVD 88     -       473.03   (meters)    1551.9    (feet)  RESET     
 CA0477  ___________________________________________________________________
 CA0477  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CA0477  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CA0477
 CA0477  HORZ ORDER  -  THIRD
 CA0477  VERT ORDER  -  THIRD
 CA0477
 CA0477.The horizontal coordinates were established by classical geodetic methods
 CA0477.and adjusted by the National Geodetic Survey in February 1996..
 CA0477.No horizontal observational check was made to the station.
 CA0477
 CA0477.The orthometric height was computed from unverified reset data.
 CA0477
 CA0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0477
 CA0477.The geoid height was determined by GEOID03.
 CA0477
 CA0477;                    North         East     Units Scale Factor Converg.
 CA0477;SPC TX C     - 3,253,652.121   813,988.489   MT  1.00001833   +0 37 15.5
 CA0477;SPC TX C     -10,674,690.33  2,670,560.57   sFT  1.00001833   +0 37 15.5
 CA0477;SPC TXNC     - 2,031,499.308   540,652.617   MT  1.00005611   -0 20 32.4
 CA0477;SPC TXNC     - 6,665,010.65  1,773,791.13   sFT  1.00005611   -0 20 32.4
 CA0477;UTM  14      - 3,534,802.426   487,933.065   MT  0.99960180   -0 04 03.2
 CA0477
 CA0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0477!SPC TX C     -   0.99992990  x   1.00001833  =   0.99994822
 CA0477!SPC TXNC     -   0.99992990  x   1.00005611  =   0.99998600
 CA0477!UTM  14      -   0.99992990  x   0.99960180  =   0.99953172
 CA0477
 CA0477|---------------------------------------------------------------------|
 CA0477| PID    Reference Object                     Distance      Geod. Az  |
 CA0477|                                                           dddmmss.s |
 CA0477| CA0480 COON 2 RM 3                          21.440 METERS 04441     |
 CA0477| CA0478 COON                                 20.835 METERS 07925     |
 CA0477| CA0481 COON 2 RM 4                          18.827 METERS 11632     |
 CA0477| CV4629 COON 2 AZ MK                                       3591139.7 |
 CA0477|---------------------------------------------------------------------|
 CA0477
 CA0477                          SUPERSEDED SURVEY CONTROL
 CA0477
 CA0477  NAD 83(1986)-  31 56 56.81707(N)    099 07 39.64348(W) AD(       ) 3
 CA0477  NAD 27      -  31 56 56.29100(N)    099 07 38.43000(W) AD(       ) 3
 CA0477  NGVD 29 (07/19/86)  472.91   (m)         1551.5    (f) LEVELING    3  
 CA0477
 CA0477.Superseded values are not recommended for survey control.
 CA0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0477.See file dsdata.txt to determine how the superseded data were derived.
 CA0477
 CA0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA8793334802(NAD 83)
 CA0477_MARKER: DS = TRIANGULATION STATION DISK
 CA0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0477_STAMPING: COON 2 1964
 CA0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0477+STABILITY: SURFACE MOTION
 CA0477
 CA0477  HISTORY     - Date     Condition        Report By
 CA0477  HISTORY     - 1964     MONUMENTED       CGS
 CA0477  HISTORY     - 1964     GOOD             CGS
 CA0477  HISTORY     - 1967     GOOD             CGS
 CA0477
 CA0477                          STATION DESCRIPTION
 CA0477
 CA0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (SEU)
 CA0477'THE STATION IS ABOUT 19 MILES NORTHWEST OF BROWNWOOD, ABOUT
 CA0477'6 MILES SOUTH OF THE VILLAGE OF CROSSCUT, ALONG THE WEST
 CA0477'SIDE OF STATE HIGHWAY 279 AND ON LAND OWNED BY MR. TUDE
 CA0477'HOUNDSHELL.
 CA0477'
 CA0477'TO REACH THE STATION FROM THE CIRCLE AT THE JUNCTION OF
 CA0477'U.S. HIGHWAYS 67, 84, 377 AND STATE HIGHWAY 279 IN BROWNWOOD,
 CA0477'GO NORTHERLY ON HIGHWAYS 67, 84 AND 279 FOR 0.7 MILE TO WHERE
 CA0477'STATE HIGHWAY 279 GOES EAST AND NORTH.  TURN RIGHT AND FOLLOW
 CA0477'STATE HIGHWAY 279 FOR 14.5 MILES TO THE JUNCTION OF FARM ROAD
 CA0477'15.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 279 FOR 5.7
 CA0477'MILES TO THE STATION ON THE LEFT.  CONTINUE ON STATE HIGHWAY
 CA0477'279 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CA0477'
 CA0477'STATION MARKS ARE STANDARD DISKS STAMPED COON 2 1964.  THE
 CA0477'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CA0477'PROJECTS 6 INCHES.  IT IS 120 FEET WEST OF THE CENTER LINE OF THE
 CA0477'HIGHWAY, 83 FEET NORTH OF AN EAST-WEST PROPERTY LINE FENCE, 74
 CA0477'FEET SOUTHWEST OF A POWER LINE POLE, 60 FEET WEST OF THE
 CA0477'WEST RIGHT-OF-WAY FENCE AND 4 FEET SOUTH OF A METAL WITNESS
 CA0477'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 CA0477'CONCRETE IN SAND STONE 36 INCHES BELOW THE SURFACE OF THE
 CA0477'GROUND.
 CA0477'
 CA0477'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COON 2 NO 3
 CA0477'1964, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CA0477'ABOUT 8 INCHES.  IT IS 68 FEET WEST OF THE CENTER LINE OF THE
 CA0477'HIGHWAY, 133 FEET NORTH OF THE EAST-WEST PROPERTY LINE FENCE,
 CA0477'5 FEET SOUTH OF THE POWER LINE POLE, AND 8 FEET WEST OF THE
 CA0477'RIGHT-OF-WAY FENCE.
 CA0477'
 CA0477'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED COON 2 NO 4 1964,
 CA0477'IS SET IN A CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 66
 CA0477'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET NORTH
 CA0477'OF THE PROPERTY LINE FENCE, 82 FEET SOUTH OF THE POWER LINE
 CA0477'POLE, AND 6 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 CA0477'
 CA0477'AZIMUTH MARK, A STANDARD DISK STAMPED COON 2 1964, IS SET IN
 CA0477'A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 CA0477'IS 69 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 279, 113
 CA0477'FEET SOUTHWEST OF THE WEST END OF A CULVERT, 5 FEET SOUTHWEST
 CA0477'OF A POWER LINE POLE, 10 FEET WEST OF THE WEST RIGHT-OF-WAY
 CA0477'FENCE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 CA0477'
 CA0477'NOTE--DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A
 CA0477'5 KG. TAPE TENSION.
 CA0477
 CA0477                          STATION RECOVERY (1964)
 CA0477
 CA0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 CA0477'6.1 MI S FROM CROSSCUT.
 CA0477'ABOUT 6.1 MILES SOUTH ALONG STATE HIGHWAY 279 FROM THE VILLAGE OF
 CA0477'CROSSCUT, OR ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 279 AND U.S.
 CA0477'HIGHWAYS 67 AND 84 FROM THE CIRCLE AT THE JUNCTION OF U. S. HIGHWAYS
 CA0477'67, 84 AND STATE HIGHWAY 279 IN BROWNWOOD THENCE EAST AND NORTH ALONG
 CA0477'STATE HIGHWAY 279 FOR 14.5 MILES TO THE JUNCTION OF FARM ROAD 15,
 CA0477'THENCE 5.7 MILES NORTH ALONG STATE HIGHWAY 279 TO MARK ON THE LEFT.
 CA0477'120 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 83 FEET NORTH OF AN
 CA0477'EAST-WEST PROPERTY LINE FENCE, 74 FEET SOUTHWEST OF A POWER LINE POLE,
 CA0477'60 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE AND 4 FEET SOUTH OF A
 CA0477'METAL WITNESS POST.  A STANDARD TRIANGULATION STATION DISK STAMPED
 CA0477'COON 2 1964, IS SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 6
 CA0477'INCHES.
 CA0477
 CA0477                          STATION RECOVERY (1967)
 CA0477
 CA0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 CA0477'THE STATION MARK, REFERENCE MARKS NO. 3, NO. 4 AND THE AZIMUTH
 CA0477'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ORIGINAL
 CA0477'DESCRIPTION AND ROUTE TO REACH STATION ARE ADEQUATE FOR RECOVERY.
 CA0477'
 CA0477'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CA0477'
 CA0477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0480 ***********************************************************************
 CA0480  DESIGNATION -  COON 2 RM 3
 CA0480  PID         -  CA0480
 CA0480  STATE/COUNTY-  TX/BROWN
 CA0480  USGS QUAD   -  BURKETT (1977)
 CA0480
 CA0480                         *CURRENT SURVEY CONTROL
 CA0480  ___________________________________________________________________
 CA0480* NAD 83(1986)-  31 56 57.     (N)    099 07 39.     (W)     SCALED    
 CA0480* NAVD 88     -       472.72   (meters)    1550.9    (feet)  RESET     
 CA0480  ___________________________________________________________________
 CA0480  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CA0480
 CA0480  VERT ORDER  -  THIRD
 CA0480
 CA0480.The horizontal coordinates were scaled from a topographic map and have
 CA0480.an estimated accuracy of +/- 6 seconds.
 CA0480
 CA0480.The orthometric height was computed from unverified reset data.
 CA0480
 CA0480.The geoid height was determined by GEOID03.
 CA0480
 CA0480;                    North         East    Units  Estimated Accuracy
 CA0480;SPC TX C     - 3,253,660.      814,010.      MT  (+/- 180 meters Scaled)
 CA0480
 CA0480                          SUPERSEDED SURVEY CONTROL
 CA0480
 CA0480.No superseded survey control is available for this station.
 CA0480
 CA0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA879348(NAD 83)
 CA0480_MARKER: DB = BENCH MARK DISK
 CA0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0480_STAMPING: COON 2 NO 3 1964
 CA0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0480+STABILITY: SURFACE MOTION
 CA0480
 CA0480  HISTORY     - Date     Condition        Report By
 CA0480  HISTORY     - 1964     MONUMENTED       CGS
 CA0480
 CA0480                          STATION DESCRIPTION
 CA0480
 CA0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CA0480'6.1 MI S FROM CROSSCUT.
 CA0480'ABOUT 6.1 MILES SOUTH ALONG STATE HIGHWAY 279 FROM THE VILLAGE OF
 CA0480'CROSSCUT, OR ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 279 AND U. S.
 CA0480'HIGHWAYS 67 AND 84 FROM THE CIRCLE AT THE JUNCTION OF U. S. HIGHWAYS
 CA0480'67, 84 AND STATE HIGHWAY 279 IN BROWNWOOD, THENCE EAST AND NORTH ALONG
 CA0480'STATE HIGHWAY 279 FOR 14.5 MILES TO THE JUNCTION OF FARM ROAD 15,
 CA0480'THENCE 5.7 MILES NORTH ALONG STATE HIGHWAY 279 TO MARK ON THE LEFT, 68
 CA0480'FEET WEST OF THE CENTER LINE OF HIGHWAY, 133 FEET NORTH OF AN
 CA0480'EAST-WEST PROPERTY LINE FENCE, 8 FEET WEST OF THE RIGHT-OF-WAY FENCE
 CA0480'AND 5 FEET SOUTH OF A POWER LINE POLE.  A STANDARD REFERENCE MARK DISK
 CA0480'STAMPED COON 2 NO 3 1964, IS SET IN A 12 X 12 IN. CONCRETE POST WHICH
 CA0480'PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0481 ***********************************************************************
 CA0481  DESIGNATION -  COON 2 RM 4
 CA0481  PID         -  CA0481
 CA0481  STATE/COUNTY-  TX/BROWN
 CA0481  USGS QUAD   -  BURKETT (1977)
 CA0481
 CA0481                         *CURRENT SURVEY CONTROL
 CA0481  ___________________________________________________________________
 CA0481* NAD 83(1986)-  31 56 57.     (N)    099 07 39.     (W)     SCALED    
 CA0481* NAVD 88     -       472.91   (meters)    1551.5    (feet)  RESET     
 CA0481  ___________________________________________________________________
 CA0481  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CA0481
 CA0481  VERT ORDER  -  THIRD
 CA0481
 CA0481.The horizontal coordinates were scaled from a topographic map and have
 CA0481.an estimated accuracy of +/- 6 seconds.
 CA0481
 CA0481.The orthometric height was computed from unverified reset data.
 CA0481
 CA0481.The geoid height was determined by GEOID03.
 CA0481
 CA0481;                    North         East    Units  Estimated Accuracy
 CA0481;SPC TX C     - 3,253,660.      814,010.      MT  (+/- 180 meters Scaled)
 CA0481
 CA0481                          SUPERSEDED SURVEY CONTROL
 CA0481
 CA0481.No superseded survey control is available for this station.
 CA0481
 CA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA879348(NAD 83)
 CA0481_MARKER: DB = BENCH MARK DISK
 CA0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0481_STAMPING: COON 2 NO 4 1964
 CA0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0481+STABILITY: SURFACE MOTION
 CA0481
 CA0481  HISTORY     - Date     Condition        Report By
 CA0481  HISTORY     - 1964     MONUMENTED       CGS
 CA0481
 CA0481                          STATION DESCRIPTION
 CA0481
 CA0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CA0481'6.1 MI S FROM CROSSCUT.
 CA0481'ABOUT 6.1 MILES SOUTH ALONG STATE HIGHWAY 279 FROM THE VILLAGE OF
 CA0481'CROSSCUT, OR ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 279 AND U. S.
 CA0481'HIGHWAYS 67 AND 84 FROM THE CIRCLE AT THE JUNCTION OF U. S. HIGHWAYS
 CA0481'67, 84 AND STATE HIGHWAY 279 IN BROWNWOOD, THENCE EAST AND NORTH ALONG
 CA0481'STATE HIGHWAY 279 FOR 14.5 MILES TO THE JUNCTION OF FARM ROAD 15,
 CA0481'THENCE 5.7 MILES NORTH ALONG STATE HIGHWAY 279 TO MARK ON THE LEFT, 66
 CA0481'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET NORTH OF A
 CA0481'PROPERTY LINE FENCE, 82 FEET SOUTH OF A POWER LINE POLE, AND 6 FEET
 CA0481'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD REFERENCE MARK DISK
 CA0481'STAMPED COON 2 NO 4 1964, IS SET IN A 12 X 12 IN. CONCRETE POST WHICH
 CA0481'PROJECTS ABOUT 6 INCHES.  (ELEVATION- 1.551.181 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0483 ***********************************************************************
 CA0483  DESIGNATION -  COON AZ MK 2
 CA0483  PID         -  CA0483
 CA0483  STATE/COUNTY-  TX/BROWN
 CA0483  USGS QUAD   -  BURKETT (1977)
 CA0483
 CA0483                         *CURRENT SURVEY CONTROL
 CA0483  ___________________________________________________________________
 CA0483* NAD 83(1986)-  31 57 23.     (N)    099 07 39.     (W)     SCALED    
 CA0483* NAVD 88     -       467.14   (+/-2cm)    1532.6    (feet)  VERTCON   
 CA0483  ___________________________________________________________________
 CA0483  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CA0483
 CA0483  VERT ORDER  -  THIRD (See Below)
 CA0483
 CA0483.The horizontal coordinates were scaled from a topographic map and have
 CA0483.an estimated accuracy of +/- 6 seconds.
 CA0483
 CA0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0483.The vertical order pertains to the NGVD 29 superseded value.
 CA0483
 CA0483.The geoid height was determined by GEOID03.
 CA0483
 CA0483;                    North         East    Units  Estimated Accuracy
 CA0483;SPC TX C     - 3,254,460.      814,000.      MT  (+/- 180 meters Scaled)
 CA0483
 CA0483                          SUPERSEDED SURVEY CONTROL
 CA0483
 CA0483  NGVD 29 (01/29/03)  467.03   (m)         1532.2    (f) RESET       3  
 CA0483
 CA0483.Superseded values are not recommended for survey control.
 CA0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0483.See file dsdata.txt to determine how the superseded data were derived.
 CA0483
 CA0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA879356(NAD 83)
 CA0483_MARKER: DZ = AZIMUTH MARK DISK
 CA0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0483_STAMPING: COON 1944-1954
 CA0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0483+STABILITY: SURFACE MOTION
 CA0483
 CA0483  HISTORY     - Date     Condition        Report By
 CA0483  HISTORY     - 1954     MONUMENTED       CGS
 CA0483
 CA0483                          STATION DESCRIPTION
 CA0483
 CA0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CA0483'5.8 MI S FROM CROSS CUT.
 CA0483'5.8 MILES SOUTH OF THE POST OFFICE AND CROSS ROADS AT CROSS CUT, ALONG
 CA0483'THE EAST SIDE OF HIGHWAY NO. 279, 39 FEET EAST OF THE CENTERLINE OF
 CA0483'THE HIGHWAY, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, AND ABOUT 30
 CA0483'YARDS SOUTH EAST OF A CONCRETE BRIDGE.  A STANDARD AZIMUTH DISK
 CA0483'STAMPED COON 1944-1954 SET IN THE TOP OF A CONCRETE POST WHICH
 CA0483'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0634 ***********************************************************************
 EN0634  DESIGNATION -  COON RESET
 EN0634  PID         -  EN0634
 EN0634  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0634  USGS QUAD   -  SHINNERY CREEK (1959)
 EN0634
 EN0634                         *CURRENT SURVEY CONTROL
 EN0634  ___________________________________________________________________
 EN0634* NAD 83(1993)-  34 57 46.79327(N)    100 01 07.86837(W)     ADJUSTED  
 EN0634* NAVD 88     -       630.4    (meters)    2068.     (feet)  VERTCON   
 EN0634  ___________________________________________________________________
 EN0634  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 EN0634  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EN0634
 EN0634  HORZ ORDER  -  FIRST
 EN0634
 EN0634.The horizontal coordinates were established by classical geodetic methods
 EN0634.and adjusted by the National Geodetic Survey in February 1996..
 EN0634
 EN0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0634
 EN0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0634
 EN0634.The geoid height was determined by GEOID03.
 EN0634
 EN0634;                    North         East     Units Scale Factor Converg.
 EN0634;SPC TX N     - 1,107,845.542   335,259.219   MT  0.99994219   +0 51 30.2
 EN0634;SPC TX N     - 3,634,656.58  1,099,929.62   sFT  0.99994219   +0 51 30.2
 EN0634;SPC OK S     -   182,614.068   415,639.827   MT  0.99995773   -1 08 45.4
 EN0634;SPC OK S     -   599,126.32  1,363,645.00   sFT  0.99995773   -1 08 45.4
 EN0634;UTM  14      - 3,869,413.659   406,984.510   MT  0.99970663   -0 35 02.0
 EN0634
 EN0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0634!SPC TX N     -   0.99990533  x   0.99994219  =   0.99984753
 EN0634!SPC OK S     -   0.99990533  x   0.99995773  =   0.99986307
 EN0634!UTM  14      -   0.99990533  x   0.99970663  =   0.99961199
 EN0634
 EN0634|---------------------------------------------------------------------|
 EN0634| PID    Reference Object                     Distance      Geod. Az  |
 EN0634|                                                           dddmmss.s |
 EN0634| CX6987 COON RM 1                            48.494 METERS 00249     |
 EN0634| FK0603 TEXOLA WATER TANK                   APPROX.28.6 KM 0053110.2 |
 EN0634| CX6988 COON RM 2                            20.846 METERS 09537     |
 EN0634| EN0633 OTEX 1923                           APPROX. 1.0 KM 1034110.5 |
 EN0634| EN0639 WELLINGTON ATT MICROWAVE MAST       APPROX.23.8 KM 2163214.0 |
 EN0634| EN0641 WELLINGTON GRAIN TRANS MAST         APPROX.26.3 KM 2174442.5 |
 EN0634| FL1948 SHAMROCK WATER TANK                 APPROX.34.9 KM 3230223.5 |
 EN0634|---------------------------------------------------------------------|
 EN0634
 EN0634                          SUPERSEDED SURVEY CONTROL
 EN0634
 EN0634  NAD 83(1993)-  34 57 46.79332(N)    100 01 07.86834(W) AD(       ) 1
 EN0634  NAD 83(1986)-  34 57 46.79802(N)    100 01 07.86076(W) AD(       ) 1
 EN0634  NAD 27      -  34 57 46.60700(N)    100 01 06.47300(W) AD(       ) 1
 EN0634  NGVD 29 (07/19/86)  630.1    (m)         2067.     (f) VERT ANG       
 EN0634
 EN0634.Superseded values are not recommended for survey control.
 EN0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0634.See file dsdata.txt to determine how the superseded data were derived.
 EN0634
 EN0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0698569414(NAD 83)
 EN0634_MARKER: DS = TRIANGULATION STATION DISK
 EN0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0634
 EN0634  HISTORY     - Date     Condition        Report By
 EN0634  HISTORY     - 1927     MONUMENTED       CGS
 EN0634  HISTORY     - 1927     SEE DESCRIPTION  CGS
 EN0634  HISTORY     - 1958     GOOD             USGS
 EN0634  HISTORY     - 1967     GOOD             CGS
 EN0634
 EN0634                          STATION DESCRIPTION
 EN0634
 EN0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 EN0634'STATION IS ABOUT 9 MILES W AND 4-1/2 MILES N OF VINSON, OKLAHOMA,
 EN0634'AND ABOUT 3 MILES E OF THE SALT FORK OF THE RED RIVER, IN THE
 EN0634'COON PASTURE, ON A GRASSY KNOLL, ABOUT 3/4 MILE NW OF THE
 EN0634'TEXAS-OKLAHOMA BOUNDARY POST, WHICH IS COMMON TO SECTIONS 25
 EN0634'AND 36, T 6 N, R 27 W.
 EN0634'
 EN0634'IN 1927, REACHED FROM WELLINGTON BY GOING E ON ROAD TO VINSON,
 EN0634'TO STATE LINE, OR FROM VINSON W ON HIGHWAY 9 TO STATE LINE, AND
 EN0634'THENCE ALONG ROAD LEADING N ALONG STATE LINE FOR 1/2 MILE,
 EN0634'THEN W 1/2 MILE, THEN TURNING N AGAIN AND FOLLOWING MAIN-TRAVELED
 EN0634'ROAD IN A NORTHERLY DIRECTION FOR 3 MILES TO GATE AT N SIDE
 EN0634'OF ROAD.  GO THROUGH GATE AND PROCEED 1/2 MILE TO ANOTHER GATE
 EN0634'WITH IRON POSTS.  STATION IS ON HIGH POINT 1 MILE N OF THIS
 EN0634'GATE.
 EN0634'
 EN0634'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EN0634'DISKS SET IN CONCRETE.
 EN0634'THE 1921 MARKS WERE REPLACED IN 1923 WITH MORE SUBSTANTIAL MARKS
 EN0634'OF THE SAME TYPE.
 EN0634'
 EN0634'REFERENCE MARK IS 48.53 METERS (159.2 FEET) FROM STATION,
 EN0634'N 02 DEG 49 MIN E.  ELEVATION OF STATION, 630.1 METERS
 EN0634'(2,067 FEET).
 EN0634
 EN0634                          STATION RECOVERY (1958)
 EN0634
 EN0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 EN0634'STATION RECOVERED IN GOOD CONDITION.
 EN0634'
 EN0634'STATION IS LOCATED ABOUT 11.3 MILES EAST AND 7.5 MILES NORTH
 EN0634'OF WELLINGTON, TEXAS.  1.0 MILES WEST OF THE TEXAS-OKLAHOMA STATE
 EN0634'LINE.  ON A GRASSY KNOLL IN PASTURE OF THE MILL IRON RANCH.
 EN0634'
 EN0634'STATION MARK IS A STANDARD DISK IN TOP OF CONCRETE MONUMENT
 EN0634'PROJECTING 0.3 FEET, STAMPED COON 1923.
 EN0634'
 EN0634'TO REACH STATION FROM COURTHOUSE IN WELLINGTON, TEXAS, PROCEED
 EN0634'0.5 MILES NORTH AND 12.5 MILES EAST ALONG U.S. HIGHWAY 83 AND
 EN0634'TEXAS STATE HWY 203.  THENCE 0.5 MILES NORTH AND 0.5 MILES WEST
 EN0634'ALONG GRADED ROAD TO T-ROAD NORTH.  THENCE 3.6 MILES NORTH
 EN0634'AND WEST ALONG GRADED ROAD TO A ROAD BEND EAST.  CONTINUE
 EN0634'NORTH THRU CATTLEGUARD (MILL IRON RANCH) 1.0 MILES ALONG
 EN0634'DIRT ROAD, THEN EAST 0.1 MILES TO TOP OF GRASSY KNOLL AND
 EN0634'STATION.
 EN0634
 EN0634                          STATION RECOVERY (1967)
 EN0634
 EN0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0634'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED.  HOWEVER THE
 EN0634'STATION MARK STAMPING, AS STATED IN THE 1958 DESCRIPTION IS IN
 EN0634'ERROR, THE DATE IS 1921 INSTEAD OF 1923, THE REFERENCE MARK WAS NOT
 EN0634'STAMPED, THIS PARTY STAMPED THE MARK COON NO 1 1921.  AN ADDITIONAL
 EN0634'REFERENCE MARK WAS ESTABLISHED.  FOLLOWING IS A COMPLETE
 EN0634'DESCRIPTION.
 EN0634'
 EN0634'THE STATION IS ABOUT 13-1/4 MILES EAST-NORTHEAST OF WELLINGTON, 1
 EN0634'MILE WEST OF THE TEXAS-OKLAHOMA STATE LINE AND 0.1 MILE WEST OF A
 EN0634'GRADED ROAD, ON THE HIGHEST POINT OF A SMALL GRASSY KNOLL.
 EN0634'
 EN0634'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND SPUR
 EN0634'ROAD 204 AT A CAUTION LIGHT IN THE EAST EDGE OF WELLINGTON, GO NORTH
 EN0634'ON U.S. HIGHWAY 83 FOR 0.5 MILE TO THE JUNCTION WITH STATE HIGHWAY
 EN0634'203 ON THE RIGHT.  TURN RIGHT AND GO EAST ON HIGHWAY 203 FOR 9.2
 EN0634'MILES TO A BRIDGE OVER THE SALT FORK RED RIVER.  CONTINUE EAST ON
 EN0634'THE HIGHWAY FOR 1.65 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH
 EN0634'AND EAST ON GRADED ROAD FOR 1.2 MILES TO A SIDE ROAD LEFT.  TURN
 EN0634'LEFT AND GO NORTH, WEST AND NORTH FOR 3.6 MILES TO WHERE THE
 EN0634'MAIN ROAD TURNS RIGHT, EAST, AT A METAL GATE.  (TO REACH
 EN0634'TRIANGULATION STATION OTEX 1923 FORM THIS POINT, TURN RIGHT AND GO
 EN0634'EAST AND NORTH ON GRADED ROAD FOR 1.55 MILES TO THE STATION ON THE
 EN0634'RIGHT.) PASS THROUGH GATE AND GO NORTHERLY ON TRACK ROAD FOR 1.0
 EN0634'MILE TO A FORK.  TURN SHARP RIGHT AND GO EASTERLY ON DIM TRACK ROAD
 EN0634'FOR 0.1 TO THE HIGHEST POINT AND THE STATION.
 EN0634'
 EN0634'STATION MARK IS A STANDARD DISK, STAMPED COON 1921, SET IN THE TOP OF
 EN0634'A 14 INCH SQUARE CONCRETE POST, THAT PROJECTS 6 INCHES ABOVE THE
 EN0634'GROUND.  IT IS 5.0 FEET SOUTH OF A WITNESS POST.
 EN0634'
 EN0634'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COON NO 1 1921, SET IN
 EN0634'THE TOP OF A 10 X 10 INCH SQUARE CONCRETE POST, THAT PROJECTS 2
 EN0634'INCHES ABOVE THE GROUND.  IT IS 154.0 FEET NORTH OF THE WITNESS POST
 EN0634'AND ABOUT 4 FEET LOWER THAN THE STATION.
 EN0634'
 EN0634'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COON NO 2 1921 1967, SET
 EN0634'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0634'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 68.4 FEET EAST OF THE
 EN0634'WITNESS POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 EN0634'
 EN0634'OTEX 1923 IS A STANDARD DISK, STAMPED OTEX 1923, SET IN THE TOP OF A
 EN0634'12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND.  IT IS
 EN0634'28.0 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 3.0 FEET WEST
 EN0634'OF THE EAST RIGHT-OF-WAY FENCE, 2.9 FEET SOUTHWEST OF A METAL
 EN0634'WITNESS POST AND 2.5 FEET WEST OF A 4 INCH X 4 INCH WOODEN WITNESS
 EN0634'POST.  THIS MARK WILL SERVE AS AN AZIMUTH MARK.
 EN0634'
 EN0634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13-1/4 MILES
 EN0634'EAST-NORTHEAST OF WELLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0479 ***********************************************************************
 CA0479  DESIGNATION -  COON RM 1
 CA0479  PID         -  CA0479
 CA0479  STATE/COUNTY-  TX/BROWN
 CA0479  USGS QUAD   -  BURKETT (1977)
 CA0479
 CA0479                         *CURRENT SURVEY CONTROL
 CA0479  ___________________________________________________________________
 CA0479* NAD 83(1986)-  31 56 57.     (N)    099 07 38.     (W)     SCALED    
 CA0479* NAVD 88     -       471.819  (meters)    1547.96   (feet)  ADJUSTED  
 CA0479  ___________________________________________________________________
 CA0479  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CA0479  DYNAMIC HT  -         471.205 (meters)    1545.95  (feet)  COMP
 CA0479  MODELED GRAV-     979,325.4   (mgal)                       NAVD 88
 CA0479
 CA0479  VERT ORDER  -  SECOND    CLASS 0
 CA0479
 CA0479.The horizontal coordinates were scaled from a topographic map and have
 CA0479.an estimated accuracy of +/- 6 seconds.
 CA0479
 CA0479.The orthometric height was determined by differential leveling
 CA0479.and adjusted by the National Geodetic Survey in June 1991..
 CA0479
 CA0479.The geoid height was determined by GEOID03.
 CA0479
 CA0479.The dynamic height is computed by dividing the NAVD 88
 CA0479.geopotential number by the normal gravity value computed on the
 CA0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0479.degrees latitude (g = 980.6199 gals.).
 CA0479
 CA0479.The modeled gravity was interpolated from observed gravity values.
 CA0479
 CA0479;                    North         East    Units  Estimated Accuracy
 CA0479;SPC TX C     - 3,253,660.      814,030.      MT  (+/- 180 meters Scaled)
 CA0479
 CA0479                          SUPERSEDED SURVEY CONTROL
 CA0479
 CA0479  NGVD 29 (??/??/92)  471.705  (m)         1547.59   (f) ADJ UNCH    2 0
 CA0479
 CA0479.Superseded values are not recommended for survey control.
 CA0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0479.See file dsdata.txt to determine how the superseded data were derived.
 CA0479
 CA0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA879348(NAD 83)
 CA0479_MARKER: DR = REFERENCE MARK DISK
 CA0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0479+STABILITY: SURFACE MOTION
 CA0479
 CA0479  HISTORY     - Date     Condition        Report By
 CA0479  HISTORY     - UNK      MONUMENTED       CGS
 CA0479  HISTORY     - 1944     GOOD             NGS
 CA0479
 CA0479                          STATION DESCRIPTION
 CA0479
 CA0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CA0479'6.7 MI N FROM GROSVENOR.
 CA0479'1.9 MILES EAST ALONG A GRAVEL SURFACED ROAD FROM THE GRAMMAR SCHOOL AT
 CA0479'GROSVENOR, THENCE 4.8 MILES NORTH ALONG A DIRT HIGHWAY (PROPOSED STATE
 CA0479'HIGHWAY), 123.7 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 CA0479'STATION, 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 1/2
 CA0479'FEET WEST OF A FENCE LINE.  A REFERENCE-MARK DISK, SET IN THE TOP OF A
 CA0479'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0526 ***********************************************************************
 DM0526  DESIGNATION -  COOPER
 DM0526  PID         -  DM0526
 DM0526  STATE/COUNTY-  TX/DELTA
 DM0526  USGS QUAD   -  COOPER SOUTH (1964)
 DM0526
 DM0526                         *CURRENT SURVEY CONTROL
 DM0526  ___________________________________________________________________
 DM0526* NAD 83(1986)-  33 22 27.     (N)    095 41 21.     (W)     SCALED    
 DM0526* NAVD 88     -       151.759  (meters)     497.90   (feet)  ADJUSTED  
 DM0526  ___________________________________________________________________
 DM0526  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DM0526  DYNAMIC HT  -         151.599 (meters)     497.37  (feet)  COMP
 DM0526  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 DM0526
 DM0526  VERT ORDER  -  SECOND    CLASS 0
 DM0526
 DM0526.The horizontal coordinates were scaled from a topographic map and have
 DM0526.an estimated accuracy of +/- 6 seconds.
 DM0526
 DM0526.The orthometric height was determined by differential leveling
 DM0526.and adjusted by the National Geodetic Survey in June 1991..
 DM0526
 DM0526.The geoid height was determined by GEOID03.
 DM0526
 DM0526.The dynamic height is computed by dividing the NAVD 88
 DM0526.geopotential number by the normal gravity value computed on the
 DM0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0526.degrees latitude (g = 980.6199 gals.).
 DM0526
 DM0526.The modeled gravity was interpolated from observed gravity values.
 DM0526
 DM0526;                    North         East    Units  Estimated Accuracy
 DM0526;SPC TXNC     - 2,192,840.      861,510.      MT  (+/- 180 meters Scaled)
 DM0526
 DM0526                          SUPERSEDED SURVEY CONTROL
 DM0526
 DM0526  NGVD 29 (??/??/92)  151.742  (m)          497.84   (f) ADJ UNCH    2 0
 DM0526
 DM0526.Superseded values are not recommended for survey control.
 DM0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0526.See file dsdata.txt to determine how the superseded data were derived.
 DM0526
 DM0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS498960(NAD 83)
 DM0526_MARKER: DB = BENCH MARK DISK
 DM0526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0526_SP_SET: BUILDING
 DM0526_STAMPING: COOPER 1933
 DM0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0526
 DM0526  HISTORY     - Date     Condition        Report By
 DM0526  HISTORY     - 1933     MONUMENTED       CGS
 DM0526  HISTORY     - 1940     MARK NOT FOUND   LOCENG
 DM0526
 DM0526                          STATION DESCRIPTION
 DM0526
 DM0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0526'IN COOPER.
 DM0526'DELTA COUNTY COURTHOUSE, EAST SIDE OF SOUTH MAIN ENTRANCE OF BUILDING,
 DM0526'IN CENTER OF FOUNDATION CAPSTONE, 2.5 FEET ABOVE GROUND. TABLET
 DM0526'CEMENTED IN VERTICAL FACE OF STONE.
 DM0526
 DM0526                          STATION RECOVERY (1940)
 DM0526
 DM0526'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 DM0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1391 ***********************************************************************
 DM1391  DESIGNATION -  COOPER
 DM1391  PID         -  DM1391
 DM1391  STATE/COUNTY-  TX/DELTA
 DM1391  USGS QUAD   -  COOPER NORTH (1964)
 DM1391
 DM1391                         *CURRENT SURVEY CONTROL
 DM1391  ___________________________________________________________________
 DM1391* NAD 83(1993)-  33 22 39.47109(N)    095 42 33.54000(W)     ADJUSTED  
 DM1391* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 DM1391  ___________________________________________________________________
 DM1391  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 DM1391  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DM1391
 DM1391  HORZ ORDER  -  SECOND
 DM1391
 DM1391.The horizontal coordinates were established by classical geodetic methods
 DM1391.and adjusted by the National Geodetic Survey in February 1996..
 DM1391
 DM1391.The orthometric height was scaled from a topographic map.
 DM1391
 DM1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1391
 DM1391.The geoid height was determined by GEOID03.
 DM1391
 DM1391;                    North         East     Units Scale Factor Converg.
 DM1391;SPC TXNC     - 2,193,178.523   859,622.242   MT  0.99988875   +1 31 19.3
 DM1391;SPC TXNC     - 7,195,453.20  2,820,277.31   sFT  0.99988875   +1 31 19.3
 DM1391;UTM  15      - 3,696,432.370   247,953.236   MT  1.00038330   -1 29 28.8
 DM1391
 DM1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1391!SPC TXNC     -   0.99998008  x   0.99988875  =   0.99986883
 DM1391!UTM  15      -   0.99998008  x   1.00038330  =   1.00036337
 DM1391
 DM1391|---------------------------------------------------------------------|
 DM1391| PID    Reference Object                     Distance      Geod. Az  |
 DM1391|                                                           dddmmss.s |
 DM1391| CX9320 COOPER RM 1                          14.627 METERS 09022     |
 DM1391| DM1390 COOPER MUNICIPAL TANK               APPROX. 1.9 KM 0982036.2 |
 DM1391| CX9319 COOPER AZ MK                                       2701112.7 |
 DM1391| CX9321 COOPER RM 2                          15.216 METERS 27119     |
 DM1391|---------------------------------------------------------------------|
 DM1391
 DM1391                          SUPERSEDED SURVEY CONTROL
 DM1391
 DM1391  NAD 83(1993)-  33 22 39.47248(N)    095 42 33.53792(W) AD(       ) 2
 DM1391  NAD 83(1986)-  33 22 39.47737(N)    095 42 33.52826(W) AD(       ) 2
 DM1391  NAD 27      -  33 22 39.08300(N)    095 42 32.67400(W) AD(       ) 2
 DM1391
 DM1391.Superseded values are not recommended for survey control.
 DM1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1391.See file dsdata.txt to determine how the superseded data were derived.
 DM1391
 DM1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4795396432(NAD 83)
 DM1391_MARKER: DS = TRIANGULATION STATION DISK
 DM1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1391_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1391
 DM1391  HISTORY     - Date     Condition        Report By
 DM1391  HISTORY     - 1951     MONUMENTED       CGS
 DM1391  HISTORY     - 19950620 GOOD             USPSQD
 DM1391
 DM1391                          STATION DESCRIPTION
 DM1391
 DM1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1391'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST AND 1/4 MILE
 DM1391'NORTH OF THE SMALL CITY OF COOPER ON THE RIGHT-OF-WAY OF FARM
 DM1391'ROAD 64.  IT IS ABOUT 350 FEET WEST SOUTHWEST OF A WHITE FARM
 DM1391'HOME, 40 FEET NORTH OF THE CENTERLINE OF A ROAD AND 23 FEET
 DM1391'SOUTHEAST OF A TELEPHONE POLE WITH A SMALL TRIANGLE BLAZE.  THE
 DM1391'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DM1391'COOPER 1950.
 DM1391'
 DM1391'REFERENCE MARK NO. 1 IS ABOUT 300 FEET WEST SOUTHWEST OF A
 DM1391'WHITE FARM HOME AND 40 FEET NORTH OF THE CENTERLINE OF A ROAD.
 DM1391'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DM1391'COOPER NO 1 1950.
 DM1391'
 DM1391'REFERENCE MARK NO. 2 IS 29 FEET SOUTHWEST OF A TELEPHONE POLE
 DM1391'WITH A SMALL TRIANGLE BLAZE AND 40 FEET NORTH OF THE CENTERLINE
 DM1391'OF A ROAD.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 DM1391'IS STAMPED COOPER NO 2 1950.
 DM1391'
 DM1391'AZIMUTH MARK IS 29 FEET NORTH OF THE CENTERLINE OF A ROAD, 29
 DM1391'FEET SOUTHEAST OF A TELEPHONE POLE AND 2 FEET SOUTH OF A WHITE
 DM1391'WITNESS POST.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 DM1391'DISK IS STAMPED COOPER 1950.
 DM1391'
 DM1391'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 DM1391'IN COOPER, GO WEST ON STATE HIGHWAY 24 AND FARM ROAD 64 FOR 0.6
 DM1391'MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.7 MILE ON FARM ROAD
 DM1391'64 TO STATION ON RIGHT AS DESCRIBED.
 DM1391'
 DM1391'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.3
 DM1391'MILE TO MARK ON RIGHT AS DESCRIBED.
 DM1391'
 DM1391'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DM1391
 DM1391                          STATION RECOVERY (1995)
 DM1391
 DM1391'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1390 ***********************************************************************
 DM1390  DESIGNATION -  COOPER MUNICIPAL TANK
 DM1390  PID         -  DM1390
 DM1390  STATE/COUNTY-  TX/DELTA
 DM1390  USGS QUAD   -  COOPER NORTH (1964)
 DM1390
 DM1390                         *CURRENT SURVEY CONTROL
 DM1390  ___________________________________________________________________
 DM1390* NAD 83(1993)-  33 22 30.58118(N)    095 41 21.33952(W)     ADJUSTED  
 DM1390* NAVD 88     -                                                        
 DM1390  ___________________________________________________________________
 DM1390  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DM1390  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DM1390
 DM1390  HORZ ORDER  -  THIRD
 DM1390
 DM1390.The horizontal coordinates were established by classical geodetic methods
 DM1390.and adjusted by the National Geodetic Survey in February 1996..
 DM1390
 DM1390
 DM1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1390
 DM1390.The geoid height was determined by GEOID03.
 DM1390
 DM1390;                    North         East     Units Scale Factor Converg.
 DM1390;SPC TXNC     - 2,192,954.507   861,494.941   MT  0.99988851   +1 31 58.7
 DM1390;SPC TXNC     - 7,194,718.25  2,826,421.32   sFT  0.99988851   +1 31 58.7
 DM1390;UTM  15      - 3,696,110.065   249,812.479   MT  1.00037179   -1 28 48.7
 DM1390
 DM1390                          SUPERSEDED SURVEY CONTROL
 DM1390
 DM1390  NAD 83(1993)-  33 22 30.58272(N)    095 41 21.33772(W) AD(       ) 4
 DM1390  NAD 83(1986)-  33 22 30.58760(N)    095 41 21.32763(W) AD(       ) 4
 DM1390  NAD 27      -  33 22 30.19300(N)    095 41 20.47800(W) AD(       ) 3
 DM1390
 DM1390.Superseded values are not recommended for survey control.
 DM1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1390.See file dsdata.txt to determine how the superseded data were derived.
 DM1390
 DM1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4981296110(NAD 83)
 DM1390_MARKER: 53 = ELEVATED TANK
 DM1390
 DM1390  HISTORY     - Date     Condition        Report By
 DM1390  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1390  HISTORY     - 1957     GOOD             CGS
 DM1390  HISTORY     - 19950620 GOOD             USPSQD
 DM1390
 DM1390                          STATION DESCRIPTION
 DM1390
 DM1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1390'THE STATION IS LOCATED ABOUT 1 BLOCK NORTH AND 1 BLOCK WEST
 DM1390'OF THE SQUARE IN COOPER.  IT IS APPROXIMATELY 90 FEET HIGH PAINTED
 DM1390'SILVER AND HAS 4-LEGS.
 DM1390'
 DM1390'THE POINT INTERSECTED WAS THE BALL ON TOP.
 DM1390
 DM1390                          STATION RECOVERY (1957)
 DM1390
 DM1390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1390'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1390'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1390
 DM1390                          STATION RECOVERY (1995)
 DM1390
 DM1390'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0527 ***********************************************************************
 DM0527  DESIGNATION -  COOPER RESET 1940
 DM0527  PID         -  DM0527
 DM0527  STATE/COUNTY-  TX/DELTA
 DM0527  USGS QUAD   -  COOPER SOUTH (1964)
 DM0527
 DM0527                         *CURRENT SURVEY CONTROL
 DM0527  ___________________________________________________________________
 DM0527* NAD 83(1986)-  33 22 28.     (N)    095 41 19.     (W)     SCALED    
 DM0527* NAVD 88     -       149.72   (+/-2cm)     491.2    (feet)  VERTCON   
 DM0527  ___________________________________________________________________
 DM0527  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DM0527
 DM0527  VERT ORDER  -  THIRD (See Below)
 DM0527
 DM0527.The horizontal coordinates were scaled from a topographic map and have
 DM0527.an estimated accuracy of +/- 6 seconds.
 DM0527
 DM0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM0527.The vertical order pertains to the NGVD 29 superseded value.
 DM0527
 DM0527.The geoid height was determined by GEOID03.
 DM0527
 DM0527;                    North         East    Units  Estimated Accuracy
 DM0527;SPC TXNC     - 2,192,880.      861,560.      MT  (+/- 180 meters Scaled)
 DM0527
 DM0527                          SUPERSEDED SURVEY CONTROL
 DM0527
 DM0527  NGVD 29 (01/29/03)  149.71   (m)          491.2    (f) RESET       3  
 DM0527
 DM0527.Superseded values are not recommended for survey control.
 DM0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0527.See file dsdata.txt to determine how the superseded data were derived.
 DM0527
 DM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS498960(NAD 83)
 DM0527_MARKER: DB = BENCH MARK DISK
 DM0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0527_SP_SET: STEP
 DM0527_STAMPING: COOPER RESET 1940
 DM0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0527
 DM0527  HISTORY     - Date     Condition        Report By
 DM0527  HISTORY     - 1940     MONUMENTED       CGS
 DM0527
 DM0527                          STATION DESCRIPTION
 DM0527
 DM0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 DM0527'IN COOPER.
 DM0527'AT COOPER, DELTA COUNTY, AT THE FEDERAL BUILDING, AT THE FRONT
 DM0527'ENTRANCE, AND IN THE TOP OF THE NORTHEAST CORNER OF THE LOWEST STONE
 DM0527'STEP.  A STANDARD DISK, STAMPED COOPER RESET 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8390 ***********************************************************************
 AH8390  DESIGNATION -  COPANO BAY APPROACH LT 2
 AH8390  PID         -  AH8390
 AH8390  STATE/COUNTY-  TX/ARANSAS
 AH8390  USGS QUAD   -  ROCKPORT (1979)
 AH8390
 AH8390                         *CURRENT SURVEY CONTROL
 AH8390  ___________________________________________________________________
 AH8390* NAD 83(1993)-  28 04 58.89510(N)    097 00 36.76468(W)     ADJUSTED  
 AH8390* NAVD 88     -         6.7    (meters)      22.     (feet)  VERTCON   
 AH8390  ___________________________________________________________________
 AH8390  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH8390  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AH8390
 AH8390  HORZ ORDER  -  THIRD
 AH8390
 AH8390.The horizontal coordinates were established by classical geodetic methods
 AH8390.and adjusted by the National Geodetic Survey in August 1998..
 AH8390
 AH8390.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8390
 AH8390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8390
 AH8390.The geoid height was determined by GEOID03.
 AH8390
 AH8390;                    North         East     Units Scale Factor Converg.
 AH8390;SPC TXSC     - 4,029,338.648   795,579.075   MT  1.00009973   +0 58 29.4
 AH8390;SPC TXSC     -13,219,588.55  2,610,162.35   sFT  1.00009973   +0 58 29.4
 AH8390;UTM  14      - 3,107,998.263   695,512.819   MT  1.00007181   +0 56 13.2
 AH8390
 AH8390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8390!SPC TXSC     -   1.00000317  x   1.00009973  =   1.00010290
 AH8390!UTM  14      -   1.00000317  x   1.00007181  =   1.00007498
 AH8390
 AH8390                          SUPERSEDED SURVEY CONTROL
 AH8390
 AH8390  NGVD 29 (08/21/98)    6.8    (m)           22.     (f) VERT ANG       
 AH8390
 AH8390.Superseded values are not recommended for survey control.
 AH8390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8390.See file dsdata.txt to determine how the superseded data were derived.
 AH8390
 AH8390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9551307998(NAD 83)
 AH8390_MARKER: 14 = NAVIGATION LIGHT
 AH8390
 AH8390  HISTORY     - Date     Condition        Report By
 AH8390  HISTORY     - 1989     FIRST OBSERVED   NOS
 AH8390
 AH8390                          STATION DESCRIPTION
 AH8390
 AH8390'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8390'THE STATION IS LOCATED SOUTH OF LAMAR AND NE OF FULTON. TO REACH THE
 AH8390'STATION, GO BY BOAT FROM THE SEA GUN MARINA, FOR 3.6 MILES SOUTH TO
 AH8390'THE LIGHT. THE STATION IS THE HIGHEST VERTICAL POINT OF THE FLASHING
 AH8390'RED LIGHT ATOP A TOWER SUPPORTED BY A DOLPHIN STRUCTURE. DESCRIBED BY
 AH8390'P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1420 ***********************************************************************
 AE1420  DESIGNATION -  COPITA
 AE1420  PID         -  AE1420
 AE1420  STATE/COUNTY-  TX/HIDALGO
 AE1420  USGS QUAD   -  LINN NE (1982)
 AE1420
 AE1420                         *CURRENT SURVEY CONTROL
 AE1420  ___________________________________________________________________
 AE1420* NAD 83(1993)-  26 44 20.09726(N)    098 06 13.41532(W)     ADJUSTED  
 AE1420* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 AE1420  ___________________________________________________________________
 AE1420  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AE1420  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AE1420
 AE1420  HORZ ORDER  -  SECOND
 AE1420
 AE1420.The horizontal coordinates were established by classical geodetic methods
 AE1420.and adjusted by the National Geodetic Survey in February 1996..
 AE1420
 AE1420.The orthometric height was scaled from a topographic map.
 AE1420
 AE1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1420
 AE1420.The geoid height was determined by GEOID03.
 AE1420
 AE1420;                    North         East     Units Scale Factor Converg.
 AE1420;SPC TX S     - 5,118,858.245   339,418.710   MT  0.99990520   +0 10 47.7
 AE1420;SPC TX S     -16,794,120.76  1,113,576.22   sFT  0.99990520   +0 10 47.7
 AE1420;UTM  14      - 2,957,831.986   589,130.567   MT  0.99969807   +0 24 11.8
 AE1420
 AE1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1420!SPC TX S     -   1.00000011  x   0.99990520  =   0.99990531
 AE1420!UTM  14      -   1.00000011  x   0.99969807  =   0.99969818
 AE1420
 AE1420|---------------------------------------------------------------------|
 AE1420| PID    Reference Object                     Distance      Geod. Az  |
 AE1420|                                                           dddmmss.s |
 AE1420| CV3070 COPITA RM 1                          27.257 METERS 07408     |
 AE1420| CV3069 COPITA AZ MK                                       0910530.9 |
 AE1420| CV3071 COPITA RM 2                          38.484 METERS 17544     |
 AE1420|---------------------------------------------------------------------|
 AE1420
 AE1420                          SUPERSEDED SURVEY CONTROL
 AE1420
 AE1420  NAD 83(1986)-  26 44 20.10537(N)    098 06 13.38327(W) AD(       ) 2
 AE1420  NAD 27      -  26 44 18.89580(N)    098 06 12.36770(W) AD(       ) 2
 AE1420
 AE1420.Superseded values are not recommended for survey control.
 AE1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1420.See file dsdata.txt to determine how the superseded data were derived.
 AE1420
 AE1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8913157832(NAD 83)
 AE1420_MARKER: DS = TRIANGULATION STATION DISK
 AE1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1420
 AE1420  HISTORY     - Date     Condition        Report By
 AE1420  HISTORY     - 1961     MONUMENTED       CGS
 AE1420
 AE1420                          STATION DESCRIPTION
 AE1420
 AE1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1420'THE STATION IS APPROXIMATELY 10-1/4 MILES SOUTH OF RACHAL,
 AE1420'2-3/4 MILES SOUTH OF THE BROOKS-HIDALGO COUNTY LINE AND ON
 AE1420'THE PROPERTY OF MR. T.T. EAST OF HEBBRONVILLE.
 AE1420'
 AE1420'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AE1420'AND FARM ROAD 755 IN RACHAL, GO SOUTH ON HIGHWAY 281 FOR
 AE1420'7.7 MILES TO THE BROOKS-HIDALGO COUNTY LINE.  CONTINUE SOUTH ON
 AE1420'HIGHWAY 281 FOR 3.1 MILES TO A WHITE BOARD GATE ON THE LEFT
 AE1420'AND SIGN CANTINAS PENS.  TURN LEFT, EAST, THROUGH THE GATE
 AE1420'AND THE STATION ON THE LEFT.
 AE1420'
 AE1420'STATION MARKS ARE STANDARD DISKS STAMPED COPITA 1961.  THE
 AE1420'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1420'6 INCHES.  IT IS 141 FEET NORTHEAST OF A T-ROAD INTERSECTION,
 AE1420'69 FEET NORTHEAST OF THE CENTER OF THE WHITE BOARD GATE, 67
 AE1420'FEET EAST OF A T-FENCE CORNER, 56 FEET NORTH OF THE CENTER
 AE1420'OF A BLACKTOP ROAD, 47.5 FEET NORTHEAST OF A POWER POLE, 10.5
 AE1420'FEET SOUTH OF A FENCE AND 3 FEET SOUTH OF A METAL WITNESS POST.
 AE1420'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 AE1420'CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1420'
 AE1420'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COPITA NO 1
 AE1420'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AE1420'IT IS 80 FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 36
 AE1420'FEET EAST OF A PIPELINE RIGHT-OF-WAY AND 1 FOOT SOUTH OF A
 AE1420'FENCE.
 AE1420'
 AE1420'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COPITA NO 2
 AE1420'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 AE1420'INCHES.  IT IS 96 FEET EAST OF A FENCE, 89 FEET SOUTHEAST
 AE1420'OF THE CENTER OF THE WHITE BOARD GATE AND 70 FEET SOUTH OF
 AE1420'THE CENTER OF THE BLACKTOP ROAD.
 AE1420'
 AE1420'AZIMUTH MARK, A STANDARD DISK STAMPED COPITA 1961, IS SET IN A
 AE1420'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 28 FEET NORTH
 AE1420'OF THE CENTER OF THE BLACKTOP ROAD, 3 FEET WEST OF A POWER
 AE1420'POLE AND 1.5 FEET WEST OF A METAL WITNESS POST.
 AE1420'
 AE1420'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 AE1420'BLACKTOP ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AE1420'
 AE1420'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1420'
 AE1420'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1349 ***********************************************************************
 BZ1349  DESIGNATION -  COPPERAS COVE CHURCH SPIRE
 BZ1349  PID         -  BZ1349
 BZ1349  STATE/COUNTY-  TX/CORYELL
 BZ1349  USGS QUAD   -  COPPERAS COVE (1995)
 BZ1349
 BZ1349                         *CURRENT SURVEY CONTROL
 BZ1349  ___________________________________________________________________
 BZ1349* NAD 83(1993)-  31 07 21.54459(N)    097 53 57.40947(W)     ADJUSTED  
 BZ1349* NAVD 88     -                                                        
 BZ1349  ___________________________________________________________________
 BZ1349  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 BZ1349  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BZ1349
 BZ1349  HORZ ORDER  -  THIRD
 BZ1349
 BZ1349.The horizontal coordinates were established by classical geodetic methods
 BZ1349.and adjusted by the National Geodetic Survey in February 1996..
 BZ1349
 BZ1349
 BZ1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1349
 BZ1349.The geoid height was determined by GEOID03.
 BZ1349
 BZ1349;                    North         East     Units Scale Factor Converg.
 BZ1349;SPC TX C     - 3,163,942.989   932,118.906   MT  0.99988397   +1 15 13.3
 BZ1349;SPC TX C     -10,380,369.62  3,058,126.78   sFT  0.99988397   +1 15 13.3
 BZ1349;UTM  14      - 3,443,716.005   604,949.658   MT  0.99973586   +0 34 08.3
 BZ1349
 BZ1349                          SUPERSEDED SURVEY CONTROL
 BZ1349
 BZ1349  NAD 83(1986)-  31 07 21.55428(N)    097 53 57.39497(W) AD(       ) 4
 BZ1349  NAD 27      -  31 07 20.93000(N)    097 53 56.31000(W) AD(       ) 3
 BZ1349
 BZ1349.Superseded values are not recommended for survey control.
 BZ1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1349.See file dsdata.txt to determine how the superseded data were derived.
 BZ1349
 BZ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV0495043716(NAD 83)
 BZ1349_MARKER: 90 = CHURCH SPIRE
 BZ1349
 BZ1349  HISTORY     - Date     Condition        Report By
 BZ1349  HISTORY     - 1902     FIRST OBSERVED   CGS
 BZ1349  HISTORY     - 20040127 MARK NOT FOUND   USPSQD
 BZ1349
 BZ1349                          STATION DESCRIPTION
 BZ1349
 BZ1349'DESCRIBED BY US POWER SQUADRON 2004 (SRS)
 BZ1349'THERE IS A CHURCH NEAR THE CITED COORDINATES BUT IT IS A NEWER, LOW
 BZ1349'BUILDING WITHOUT A STEEPLE OR SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1350 ***********************************************************************
 BZ1350  DESIGNATION -  COPPERAS COVE SCHOOLHOUSE DOME
 BZ1350  PID         -  BZ1350
 BZ1350  STATE/COUNTY-  TX/CORYELL
 BZ1350  USGS QUAD   -  COPPERAS COVE (1995)
 BZ1350
 BZ1350                         *CURRENT SURVEY CONTROL
 BZ1350  ___________________________________________________________________
 BZ1350* NAD 83(1993)-  31 07 17.67232(N)    097 53 57.37228(W)     ADJUSTED  
 BZ1350* NAVD 88     -                                                        
 BZ1350  ___________________________________________________________________
 BZ1350  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 BZ1350  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BZ1350
 BZ1350  HORZ ORDER  -  THIRD
 BZ1350
 BZ1350.The horizontal coordinates were established by classical geodetic methods
 BZ1350.and adjusted by the National Geodetic Survey in February 1996..
 BZ1350
 BZ1350
 BZ1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1350
 BZ1350.The geoid height was determined by GEOID03.
 BZ1350
 BZ1350;                    North         East     Units Scale Factor Converg.
 BZ1350;SPC TX C     - 3,163,823.796   932,122.500   MT  0.99988393   +1 15 13.3
 BZ1350;SPC TX C     -10,379,978.57  3,058,138.57   sFT  0.99988393   +1 15 13.3
 BZ1350;UTM  14      - 3,443,596.795   604,951.827   MT  0.99973587   +0 34 08.3
 BZ1350
 BZ1350                          SUPERSEDED SURVEY CONTROL
 BZ1350
 BZ1350  NAD 83(1986)-  31 07 17.68203(N)    097 53 57.35779(W) AD(       ) 4
 BZ1350  NAD 27      -  31 07 17.06000(N)    097 53 56.27000(W) AD(       ) 3
 BZ1350
 BZ1350.Superseded values are not recommended for survey control.
 BZ1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1350.See file dsdata.txt to determine how the superseded data were derived.
 BZ1350
 BZ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV0495243597(NAD 83)
 BZ1350_MARKER: 87 = DOME
 BZ1350
 BZ1350  HISTORY     - Date     Condition        Report By
 BZ1350  HISTORY     - 1902     FIRST OBSERVED   CGS
 BZ1350  HISTORY     - 20040127 MARK NOT FOUND   USPSQD
 BZ1350
 BZ1350                          STATION DESCRIPTION
 BZ1350
 BZ1350'DESCRIBED BY US POWER SQUADRON 2004 (SRS)
 BZ1350'THE ORIGINAL STONE SCHOOLHOUSE IS STILL IN PLACE BUT WAS REMODELED AND
 BZ1350'EXPANDED BY THE WPA IN THE 1930'S.  IF THERE WAS A DOME ATOP THE ROOF
 BZ1350'IT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8501 ***********************************************************************
 AC8501  DESIGNATION -  CORC A
 AC8501  PID         -  AC8501
 AC8501  STATE/COUNTY-  TX/NUECES
 AC8501  USGS QUAD   -  OSO CREEK NW (1975)
 AC8501
 AC8501                         *CURRENT SURVEY CONTROL
 AC8501  ___________________________________________________________________
 AC8501* NAD 83(1993)-  27 44 22.16293(N)    097 26 35.64805(W)     ADJUSTED  
 AC8501* NAVD 88     -        10.498  (meters)      34.44   (feet)  ADJUSTED  
 AC8501  ___________________________________________________________________
 AC8501  X           -    -731,819.415 (meters)                     COMP
 AC8501  Y           -  -5,601,599.164 (meters)                     COMP
 AC8501  Z           -   2,950,977.308 (meters)                     COMP
 AC8501  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AC8501  ELLIP HEIGHT-         -15.85  (meters)          (10/23/00) GPS OBS
 AC8501  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AC8501  DYNAMIC HT  -          10.482 (meters)      34.39  (feet)  COMP
 AC8501  MODELED GRAV-     979,124.9   (mgal)                       NAVD 88
 AC8501
 AC8501  HORZ ORDER  -  B
 AC8501  VERT ORDER  -  FIRST     CLASS II
 AC8501  ELLP ORDER  -  FOURTH    CLASS II
 AC8501
 AC8501.This is a reference station for the CORPUS CHRISTI
 AC8501.National Continuously Operating Reference Station (CORC).
 AC8501
 AC8501.The horizontal coordinates were established by GPS observations
 AC8501.and adjusted by the National Geodetic Survey in February 1998..
 AC8501
 AC8501.The orthometric height was determined by differential leveling
 AC8501.and adjusted by the National Geodetic Survey in December 1997..
 AC8501
 AC8501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8501
 AC8501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8501
 AC8501.The ellipsoidal height was determined by GPS observations
 AC8501.and is referenced to NAD 83.
 AC8501
 AC8501.The geoid height was determined by GEOID03.
 AC8501
 AC8501.The dynamic height is computed by dividing the NAVD 88
 AC8501.geopotential number by the normal gravity value computed on the
 AC8501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8501.degrees latitude (g = 980.6199 gals.).
 AC8501
 AC8501.The modeled gravity was interpolated from observed gravity values.
 AC8501
 AC8501;                    North         East     Units Scale Factor Converg.
 AC8501;SPC TX S     - 5,230,094.177   404,190.676   MT  0.99997759   +0 28 47.2
 AC8501;SPC TX S     -17,159,067.31  1,326,082.24   sFT  0.99997759   +0 28 47.2
 AC8501;UTM  14      - 3,069,315.276   653,442.311   MT  0.99989062   +0 43 29.1
 AC8501
 AC8501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8501!SPC TX S     -   1.00000249  x   0.99997759  =   0.99998008
 AC8501!UTM  14      -   1.00000249  x   0.99989062  =   0.99989311
 AC8501
 AC8501                          SUPERSEDED SURVEY CONTROL
 AC8501
 AC8501  ELLIP H (02/09/98)  -15.83   (m)                       GP(       ) 4 1
 AC8501  NAVD 88 (02/09/98)   10.50   (m)           34.4    (f) LEVELING    3  
 AC8501
 AC8501.Superseded values are not recommended for survey control.
 AC8501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8501.See file dsdata.txt to determine how the superseded data were derived.
 AC8501
 AC8501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5344269315(NAD 83)
 AC8501_MARKER: I = METAL ROD
 AC8501_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8501_STAMPING: CORC A 1997
 AC8501_MARK LOGO: NGS   
 AC8501_PROJECTION: FLUSH
 AC8501_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8501+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2002
 AC8501_ROD/PIPE-DEPTH: 9.2  meters
 AC8501_SLEEVE-DEPTH  : 0.9 meters
 AC8501
 AC8501  HISTORY     - Date     Condition        Report By
 AC8501  HISTORY     - 1997     MONUMENTED       NGS
 AC8501  HISTORY     - 19970310 GOOD             NGS
 AC8501  HISTORY     - 20020629 GOOD             USPSQD
 AC8501
 AC8501                          STATION DESCRIPTION
 AC8501
 AC8501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8501'IN CORPUS CHRISTI, NEAR THE SOUTHWEST CORNER OF THE DEPARTMENT OF
 AC8501'TRANSPORTATION STORAGE YARD AT 1701 SOUTH PADRE ISLAND DRIVE, 28.1 M
 AC8501'(92.2 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD LEADING TO WALMART,
 AC8501'17.3 M (56.8 FT) NORTHEAST OF THE SOUTHWEST FENCE ENCLOSING THE
 AC8501'STORAGE YARD, 15.8 M (51.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AC8501'NORTHBOUND LANES OF GREENWOOD DRIVE, 2.7 M (8.9 FT) SOUTHEAST OF A
 AC8501'WITNESS POST AND THE NORTHWEST FENCE ENCLOSING THE YARD, AND 0.5 M
 AC8501'(1.6 FT) ABOVE THE LEVEL OF THE DRIVE.  NOTE--ACCESS TO THE DATUM
 AC8501'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AC8501'THE SPECIFICATIONS FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY
 AC8501'OWNED BY THE DEPARTMENT OF TRANSPORTATION, P.O.  BOX 9907, 1701 SOUTH
 AC8501'PADRE ISLAND DRIVE, CORPUS CHRISTI, TX 78469, TELEPHONE NUMBER (512)
 AC8501'808-2321.
 AC8501
 AC8501                          STATION RECOVERY (1997)
 AC8501
 AC8501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC8501'THE STATION IS LOCATED IN CORPUS CHRISTI, NEAR THE SOUTHWEST CORNER OF
 AC8501'THE DEPARTMENT OF TRANSPORTATION STORAGE YARD AT 1701 SOUTH PADRE
 AC8501'ISLAND DRIVE.  TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 37
 AC8501'AND STATE HIGHWAY 358 (SOUTH PADRE ISLAND DRIVE) IN CORPUS CHRISTI, GO
 AC8501'SOUTH ON HIGHWAY 358 FOR 7.6 KM (4.70 MI) TO THE GREENWOOD DRIVE EXIT
 AC8501'RAMP.  TAKE EXIT RAMP AND CONTINUE ON ACCESS ROAD FOR 0.2 KM (0.10 MI)
 AC8501'TO STOP LIGHT.  CONTINUE THRU LIGHT FOR 0.08 KM (0.05 MI) TO THE FIRST
 AC8501'ENTRANCE TO THE TEXAS DEPARTMENT OF TRANSPORTATION.  TURN RIGHT INTO
 AC8501'DRIVEWAY.  THE STATION IS 28.1 M (92.2 FT) NORTHEAST OF THE CENTER OF
 AC8501'A PAVED ROAD LEADING TO WALMART, 17.3 M (56.8 FT) NORTHEAST OF THE
 AC8501'SOUTHWEST FENCE ENCLOSING THE STORAGE YARD, 15.8 M (51.8 FT) SOUTHEAST
 AC8501'OF THE CENTERLINE OF THE NORTHBOUND LANES OF GREENWOOD DRIVE, 2.7 M
 AC8501'(8.9 FT) SOUTHEAST OF A WITNESS POST AND THE NORTHWEST FENCE ENCLOSING
 AC8501'THE YARD, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE DRIVE.
 AC8501'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC8501'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AC8501'MONUMENT IS ON PROPERTY OWNED BY THE DEPARTMENT OF TRANSPORTATION,
 AC8501'P.O.  BOX 9907, 1701 SOUTH PADRE ISLAND DRIVE, CORPUS CHRISTI, TX
 AC8501'78469, TELEPHONE NUMBER (512) 808-2321.
 AC8501
 AC8501                          STATION RECOVERY (2002)
 AC8501
 AC8501'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AC8501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8500 ***********************************************************************
 AC8500  DESIGNATION -  CORC B
 AC8500  PID         -  AC8500
 AC8500  STATE/COUNTY-  TX/NUECES
 AC8500  USGS QUAD   -  OSO CREEK NW (1975)
 AC8500
 AC8500                         *CURRENT SURVEY CONTROL
 AC8500  ___________________________________________________________________
 AC8500* NAD 83(1993)-  27 44 24.00309(N)    097 26 22.06538(W)     ADJUSTED  
 AC8500* NAVD 88     -        10.746  (meters)      35.26   (feet)  ADJUSTED  
 AC8500  ___________________________________________________________________
 AC8500  X           -    -731,447.158 (meters)                     COMP
 AC8500  Y           -  -5,601,621.410 (meters)                     COMP
 AC8500  Z           -   2,951,027.553 (meters)                     COMP
 AC8500  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AC8500  ELLIP HEIGHT-         -15.61  (meters)          (10/23/00) GPS OBS
 AC8500  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AC8500  DYNAMIC HT  -          10.729 (meters)      35.20  (feet)  COMP
 AC8500  MODELED GRAV-     979,125.1   (mgal)                       NAVD 88
 AC8500
 AC8500  HORZ ORDER  -  B
 AC8500  VERT ORDER  -  FIRST     CLASS II
 AC8500  ELLP ORDER  -  FOURTH    CLASS II
 AC8500
 AC8500.This is a reference station for the CORPUS CHRISTI
 AC8500.National Continuously Operating Reference Station (CORC).
 AC8500
 AC8500.The horizontal coordinates were established by GPS observations
 AC8500.and adjusted by the National Geodetic Survey in February 1998..
 AC8500
 AC8500.The orthometric height was determined by differential leveling
 AC8500.and adjusted by the National Geodetic Survey in December 1997..
 AC8500
 AC8500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8500
 AC8500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8500
 AC8500.The ellipsoidal height was determined by GPS observations
 AC8500.and is referenced to NAD 83.
 AC8500
 AC8500.The geoid height was determined by GEOID03.
 AC8500
 AC8500.The dynamic height is computed by dividing the NAVD 88
 AC8500.geopotential number by the normal gravity value computed on the
 AC8500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8500.degrees latitude (g = 980.6199 gals.).
 AC8500
 AC8500.The modeled gravity was interpolated from observed gravity values.
 AC8500
 AC8500;                    North         East     Units Scale Factor Converg.
 AC8500;SPC TX S     - 5,230,153.938   404,562.183   MT  0.99997770   +0 28 53.4
 AC8500;SPC TX S     -17,159,263.38  1,327,301.10   sFT  0.99997770   +0 28 53.4
 AC8500;UTM  14      - 3,069,376.620   653,813.527   MT  0.99989203   +0 43 35.4
 AC8500
 AC8500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8500!SPC TX S     -   1.00000245  x   0.99997770  =   0.99998015
 AC8500!UTM  14      -   1.00000245  x   0.99989203  =   0.99989448
 AC8500
 AC8500                          SUPERSEDED SURVEY CONTROL
 AC8500
 AC8500  ELLIP H (02/09/98)  -15.59   (m)                       GP(       ) 4 1
 AC8500  NAVD 88 (02/09/98)   10.74   (m)           35.2    (f) LEVELING    3  
 AC8500
 AC8500.Superseded values are not recommended for survey control.
 AC8500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8500.See file dsdata.txt to determine how the superseded data were derived.
 AC8500
 AC8500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5381469377(NAD 83)
 AC8500_MARKER: I = METAL ROD
 AC8500_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8500_STAMPING: CORC B 1997
 AC8500_MARK LOGO: NGS   
 AC8500_PROJECTION: FLUSH
 AC8500_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8500+SATELLITE: SATELLITE OBSERVATIONS - 2005
 AC8500_ROD/PIPE-DEPTH: 8.00 meters
 AC8500_SLEEVE-DEPTH  : 0.90 meters
 AC8500
 AC8500  HISTORY     - Date     Condition        Report By
 AC8500  HISTORY     - 1997     MONUMENTED       NGS
 AC8500  HISTORY     - 19970310 GOOD             NGS
 AC8500  HISTORY     - 20020629 GOOD             USPSQD
 AC8500  HISTORY     - 2005     GOOD             CCTI
 AC8500
 AC8500                          STATION DESCRIPTION
 AC8500
 AC8500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8500'IN CORPUS CHRISTI, 32.4 M (106.3 FT) NORTHEAST OF THE NORTHEAST CORNER
 AC8500'OF THE DEPARTMENT OF TRANSPORTATION MAINTENANCE SHOP AT 1701 SOUTH
 AC8500'PADRE ISLAND DRIVE, 6.2 M (20.3 FT) NORTHWEST OF A WITNESS POST AND
 AC8500'CHAIN-LINK FENCE, 5.9 M (19.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AC8500'MOST EASTERLY OF 3 ENTRANCES TO THE DEPARTMENT OF TRANSPORTATION
 AC8500'COMPLEX, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE DRIVE. NOTE--ACCESS
 AC8500'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AC8500'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS
 AC8500'ON PROPERTY OWNED BY THE DEPARTMENT OF TRANSPORTATION, P.O.  BOX 9907,
 AC8500'1701 SOUTH PADRE ISLAND DRIVE, CORPUS CHRISTI, TX 78469, TELEPHONE
 AC8500'NUMBER (512) 808-2321.
 AC8500
 AC8500                          STATION RECOVERY (1997)
 AC8500
 AC8500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 AC8500'THE STATION IS LOCATED IN CORPUS CHRISTI, AT THE TEXAS DEPARTMENT OF
 AC8500'TRANSPORTATION DISTRICT 16 HEADQUARTERS AT 1701 SOUTH PADRE ISLAND
 AC8500'DRIVE.  TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 37 AND
 AC8500'STATE HIGHWAY 358 (SOUTH PADRE ISLAND DRIVE) IN CORPUS CHRISTI, GO
 AC8500'SOUTH ON HIGHWAY 358 FOR 7.6 KM (4.70 MI) TO THE GREENWOOD DRIVE EXIT
 AC8500'RAMP.  TAKE EXIT RAMP AND CONTINUE ON ACCESS ROAD FOR 0.2 KM (0.10 MI)
 AC8500'TO STOP LIGHT.  CONTINUE THRU LIGHT FOR 0.08 KM (0.05 MI) TO THE FIRST
 AC8500'ENTRANCE TO THE TEXAS DEPARTMENT OF TRANSPORTATION, TURN RIGHT INTO
 AC8500'DRIVEWAY AND PARKING LOT.  THE STATION IS 32.4 M (106.3 FT) NORTHEAST
 AC8500'OF THE NORTHEAST CORNER OF THE DEPARTMENT OF TRANSPORTATION
 AC8500'MAINTENANCE SHOP, 6.2 M (20.3 FT) NORTHWEST OF A WITNESS POST AND
 AC8500'CHAIN-LINK FENCE, 5.9 M (19.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AC8500'MOST EASTERLY OF 3 ENTRANCES TO THE DEPARTMENT OF TRANSPORTATION
 AC8500'COMPLEX, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 AC8500'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC8500'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AC8500'MONUMENT IS ON PROPERTY OWNED BY THE DEPARTMENT OF TRANSPORTATION,
 AC8500'P.O.  BOX 9907, 1701 SOUTH PADRE ISLAND DRIVE, CORPUS CHRISTI, TX
 AC8500'78469, TELEPHONE NUMBER (512) 808-2321.
 AC8500
 AC8500                          STATION RECOVERY (2002)
 AC8500
 AC8500'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AC8500'RECOVERED IN GOOD CONDITION.
 AC8500
 AC8500                          STATION RECOVERY (2005)
 AC8500
 AC8500'RECOVERY NOTE BY C AND C TECHNOLOGIES INCORPORATED 2005
 AC8500'RECOVERY NOTE BY C AND C TECHNOLOGIES 2005 (JEW)RECOVERED AS
 AC8500'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1356 ***********************************************************************
 GL1356  DESIGNATION -  CORDARO
 GL1356  PID         -  GL1356
 GL1356  STATE/COUNTY-  TX/SHERMAN
 GL1356  USGS QUAD   -  CACTUS WEST (1965)
 GL1356
 GL1356                         *CURRENT SURVEY CONTROL
 GL1356  ___________________________________________________________________
 GL1356* NAD 83(1993)-  36 04 55.07989(N)    102 00 44.13997(W)     ADJUSTED  
 GL1356* NAVD 88     -      1108.     (meters)    3635.     (feet)  SCALED    
 GL1356  ___________________________________________________________________
 GL1356  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 GL1356  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 GL1356
 GL1356  HORZ ORDER  -  THIRD
 GL1356
 GL1356.The horizontal coordinates were established by classical geodetic methods
 GL1356.and adjusted by the National Geodetic Survey in February 1996..
 GL1356
 GL1356.The orthometric height was scaled from a topographic map.
 GL1356
 GL1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1356
 GL1356.The geoid height was determined by GEOID03.
 GL1356
 GL1356;                    North         East     Units Scale Factor Converg.
 GL1356;SPC TX N     - 1,231,092.731   153,861.718   MT  0.99997793   -0 17 48.7
 GL1356;SPC TX N     - 4,039,010.07    504,794.65   sFT  0.99997793   -0 17 48.7
 GL1356;UTM  13      - 3,997,173.170   769,036.533   MT  1.00049195   +1 45 38.4
 GL1356;UTM  14      - 3,997,241.344   228,754.694   MT  1.00050665   -1 46 30.5
 GL1356
 GL1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1356!SPC TX N     -   0.99983027  x   0.99997793  =   0.99980820
 GL1356!UTM  13      -   0.99983027  x   1.00049195  =   1.00032214
 GL1356!UTM  14      -   0.99983027  x   1.00050665  =   1.00033684
 GL1356
 GL1356|---------------------------------------------------------------------|
 GL1356| PID    Reference Object                     Distance      Geod. Az  |
 GL1356|                                                           dddmmss.s |
 GL1356| CM7865 CORDARO RM 1                          6.737 METERS 02947     |
 GL1356| CM7866 CORDARO RM 2                         16.488 METERS 14957     |
 GL1356| GL0231 E 372                                              3511249.9 |
 GL1356|---------------------------------------------------------------------|
 GL1356
 GL1356                          SUPERSEDED SURVEY CONTROL
 GL1356
 GL1356  NAD 83(1993)-  36 04 55.07932(N)    102 00 44.14013(W) AD(       ) 3
 GL1356  NAD 83(1986)-  36 04 55.08906(N)    102 00 44.12968(W) AD(       ) 3
 GL1356  NAD 27      -  36 04 54.96400(N)    102 00 42.49500(W) AD(       ) 3
 GL1356
 GL1356.Superseded values are not recommended for survey control.
 GL1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1356.See file dsdata.txt to determine how the superseded data were derived.
 GL1356
 GL1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV6903797173(NAD 83)
 GL1356_MARKER: DS = TRIANGULATION STATION DISK
 GL1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1356
 GL1356  HISTORY     - Date     Condition        Report By
 GL1356  HISTORY     - 1953     MONUMENTED       CGS
 GL1356
 GL1356                          STATION DESCRIPTION
 GL1356
 GL1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1356'THE STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY
 GL1356'287 AND JUST EAST OF THE SANTA FE RAILROAD TRACKS.  IT IS
 GL1356'LOCATED AIRLINE ABOUT 4 MILES NORTH-NORTHWEST OF ETTER AND
 GL1356'ABOUT 12 MILES WEST-NORTHWEST OF SUNRAY.
 GL1356'
 GL1356'THE STATION IS A STANDARD DISK STAMPED CORDARO 1953 SET
 GL1356'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GL1356'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 70 FEET WEST OF THE
 GL1356'CENTER LINE OF U.S. HIGHWAY 287, 52 FEET EAST OF THE EAST
 GL1356'RAIL OF THE SANTA FE RAILROAD TRACKS, AND 73 FEET NORTH OF
 GL1356'THE CENTER LINE OF A DIRT CROSS ROAD.
 GL1356'
 GL1356'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CORDARO
 GL1356'NO 1 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 GL1356'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 GL1356'ELEVATION AS THE STATION.  IT IS 60 FEET WEST OF THE CENTER
 GL1356'LINE OF U.S. HIGHWAY 287 AND 62 FEET EAST OF THE EAST RAIL
 GL1356'OF THE SANTA FE RAILROAD TRACK.
 GL1356'
 GL1356'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CORDARO
 GL1356'NO 2 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 GL1356'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT THE
 GL1356'SAME ELEVATION AS THE STATION.  IT IS 4 FEET NORTH OF A
 GL1356'POWER LINE POLE WITH A TRIANGULAR BLAZE, 15 FEET NORTH OF THE
 GL1356'CENTER LINE OF A DIRT CROSS ROAD, AND 55 FEET WEST OF THE
 GL1356'CENTER LINE OF U.S. HIGHWAY 287.
 GL1356'
 GL1356'BM E372 (AZIMUTH MARK) IS A STANDARD U.S. COAST AND GEODETIC
 GL1356'SURVEY BENCH MARK DISK STAMPED E372 1943 SET INTOP OF A
 GL1356'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 GL1356'INCHES ABOVE THE GROUND.  IT IS 57 FEET WEST OF THE CENTER
 GL1356'LINE OF U.S. HIGHWAY 287, 18 INCHES SOUTH-SOUTHWEST
 GL1356'OF A WHITE WITNESS POST, AND 39 FEET EAST OF THE EAST RAIL
 GL1356'OF THE SANTA FE RAILROAD TRACK.
 GL1356'
 GL1356'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 GL1356'U.S. HIGHWAY 287 FOR 0.3 MILE TO A WHITE WITNESS POST ON THE
 GL1356'LEFT, WEST, AND THE AZIMUTH MARK.
 GL1356'
 GL1356'TO REACH THE STATION FROM THE ROCK ISLAND RAILROAD DEPOT IN
 GL1356'ETTER, GO NORTH ON U.S. HIGHWAY 287 FOR 4.15 MILES TO A CROSS
 GL1356'ROAD AND THE STATION ON THE LEFT, WEST, SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2739 ***********************************************************************
 AX2739  DESIGNATION -  CORDELE TRUNKLINE GAS MAST
 AX2739  PID         -  AX2739
 AX2739  STATE/COUNTY-  TX/JACKSON
 AX2739  USGS QUAD   -  CORDELE (1981)
 AX2739
 AX2739                         *CURRENT SURVEY CONTROL
 AX2739  ___________________________________________________________________
 AX2739* NAD 83(1993)-  29 09 24.88195(N)    096 37 59.35077(W)     ADJUSTED  
 AX2739* NAVD 88     -                                                        
 AX2739  ___________________________________________________________________
 AX2739  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AX2739  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX2739
 AX2739  HORZ ORDER  -  THIRD
 AX2739
 AX2739.The horizontal coordinates were established by classical geodetic methods
 AX2739.and adjusted by the National Geodetic Survey in February 1996..
 AX2739.No horizontal observational check was made to the station.
 AX2739
 AX2739
 AX2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2739
 AX2739.The geoid height was determined by GEOID03.
 AX2739
 AX2739;                    North         East     Units Scale Factor Converg.
 AX2739;SPC TXSC     - 4,149,017.421   830,227.720   MT  0.99986804   +1 09 34.4
 AX2739;SPC TXSC     -13,612,234.66  2,723,838.78   sFT  0.99986804   +1 09 34.4
 AX2739;UTM  14      - 3,227,687.795   730,216.356   MT  1.00025405   +1 09 13.1
 AX2739
 AX2739                          SUPERSEDED SURVEY CONTROL
 AX2739
 AX2739  NAD 83(1986)-  29 09 24.89605(N)    096 37 59.33737(W) AD(       ) 4
 AX2739  NAD 27      -  29 09 23.97494(N)    096 37 58.46571(W) AD(       ) 3
 AX2739
 AX2739.Superseded values are not recommended for survey control.
 AX2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2739.See file dsdata.txt to determine how the superseded data were derived.
 AX2739
 AX2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3021627688(NAD 83)
 AX2739_MARKER: 41 = ANTENNA MAST
 AX2739_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2739
 AX2739  HISTORY     - Date     Condition        Report By
 AX2739  HISTORY     - 1980     FIRST OBSERVED   NGS
 AX2739
 AX2739                          STATION DESCRIPTION
 AX2739
 AX2739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2739'THE STATION, CORDELE TRUNKLINE GAS MAST, IS A TRIANGULAR STEEL
 AX2739'STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE, AND
 AX2739'HAS AN OVERALL HEIGHT OF 310 FEET. POINT INTERSECTED IS THE RED
 AX2739'LIGHT ATOP THE MAST.
 AX2739'
 AX2739'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF THE COMMUNITY
 AX2739'OF CORDELE ALONG THE EAST SIDE OF FARM ROAD 530 AT THE TRUNKLINE
 AX2739'GAS COMPANY PUMPING STATION.
 AX2739'
 AX2739'TO REACH THE STATION FROM THE SMALL COMMUNITY OF CORDELE GO NORTH
 AX2739'ON FARM ROAD 530 FOR 1.5 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0838 ***********************************************************************
 BP0838  DESIGNATION -  CORDER
 BP0838  PID         -  BP0838
 BP0838  STATE/COUNTY-  TX/TERRELL
 BP0838  USGS QUAD   -  CIRCLE DOT RANCH (1969)
 BP0838
 BP0838                         *CURRENT SURVEY CONTROL
 BP0838  ___________________________________________________________________
 BP0838* NAD 83(1993)-  30 29 16.87225(N)    102 13 40.66063(W)     ADJUSTED  
 BP0838* NAVD 88     -       906.     (meters)    2972.     (feet)  SCALED    
 BP0838  ___________________________________________________________________
 BP0838  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BP0838  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 BP0838
 BP0838  HORZ ORDER  -  THIRD
 BP0838
 BP0838.The horizontal coordinates were established by classical geodetic methods
 BP0838.and adjusted by the National Geodetic Survey in February 1996..
 BP0838
 BP0838.The orthometric height was scaled from a topographic map.
 BP0838
 BP0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0838
 BP0838.The geoid height was determined by GEOID03.
 BP0838
 BP0838;                    North         East     Units Scale Factor Converg.
 BP0838;SPC TXSC     - 4,298,505.855   290,100.248   MT  1.00006554   -1 34 53.1
 BP0838;SPC TXSC     -14,102,681.29    951,770.56   sFT  1.00006554   -1 34 53.1
 BP0838;UTM  13      - 3,376,131.341   766,089.624   MT  1.00047356   +1 24 26.1
 BP0838
 BP0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0838!SPC TXSC     -   0.99986132  x   1.00006554  =   0.99992686
 BP0838!UTM  13      -   0.99986132  x   1.00047356  =   1.00033482
 BP0838
 BP0838:                Primary Azimuth Mark                     Grid Az
 BP0838:SPC TXSC     -  DEAN                                     014 44 12.5
 BP0838:UTM  13      -  DEAN                                     011 44 53.3
 BP0838
 BP0838|---------------------------------------------------------------------|
 BP0838| PID    Reference Object                     Distance      Geod. Az  |
 BP0838|                                                           dddmmss.s |
 BP0838| BP0823 DEAN                                APPROX.10.8 KM 0130919.4 |
 BP0838|---------------------------------------------------------------------|
 BP0838
 BP0838                          SUPERSEDED SURVEY CONTROL
 BP0838
 BP0838  NAD 83(1986)-  30 29 16.87199(N)    102 13 40.67340(W) AD(       ) 3
 BP0838  NAD 27      -  30 29 16.24123(N)    102 13 39.19091(W) AD(       ) 3
 BP0838
 BP0838.Superseded values are not recommended for survey control.
 BP0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0838.See file dsdata.txt to determine how the superseded data were derived.
 BP0838
 BP0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP6609076131(NAD 83)
 BP0838_MARKER: DB = BENCH MARK DISK
 BP0838_SETTING: 66 = SET IN ROCK OUTCROP
 BP0838_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BP0838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0838+STABILITY: POSITION/ELEVATION WELL
 BP0838
 BP0838  HISTORY     - Date     Condition        Report By
 BP0838  HISTORY     - 1919     MONUMENTED       USGS
 BP0838
 BP0838                          STATION DESCRIPTION
 BP0838
 BP0838'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 BP0838'LOCATED ABOUT 30 MI. NE. OF SANDERSON, 15 MI. SE. OF FREE POST OFFICE,
 BP0838'6 MI. SE. OF CORDER HEADQUARTERS RANCH ALONG  SANDERSON FREE RD., 2
 BP0838'MI. E. OF DICK CORDERS RANCH 2 MI. S. OF CORDERS ---17--- WELL,
 BP0838'1 MI. N. OF MONTY AND CORDERS PLACE TO ---17---WELL.
 BP0838'
 BP0838'STATION MARK - BRONZE BENCH MARK TABLET CEMENTED IN DRILL HOLE IN ROCK
 BP0838'10 IN. SQUARE, SET FLUSH WITH GROUND.
 BP0838'
 BP0838'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1407 ***********************************************************************
 GL1407  DESIGNATION -  CORENA
 GL1407  PID         -  GL1407
 GL1407  STATE/COUNTY-  TX/DALLAM
 GL1407  USGS QUAD   -  CORLENA (1973)
 GL1407
 GL1407                         *CURRENT SURVEY CONTROL
 GL1407  ___________________________________________________________________
 GL1407* NAD 83(1993)-  36 19 03.49099(N)    102 56 08.84989(W)     ADJUSTED  
 GL1407* NAVD 88     -      1377.5    (meters)    4519.     (feet)  VERTCON   
 GL1407  ___________________________________________________________________
 GL1407  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 GL1407  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 GL1407
 GL1407  HORZ ORDER  -  SECOND
 GL1407
 GL1407.The horizontal coordinates were established by classical geodetic methods
 GL1407.and adjusted by the National Geodetic Survey in February 1996..
 GL1407
 GL1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1407
 GL1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1407
 GL1407.The geoid height was determined by GEOID03.
 GL1407
 GL1407;                    North         East     Units Scale Factor Converg.
 GL1407;SPC TX N     - 1,258,060.136    71,064.994   MT  1.00003409   -0 49 55.5
 GL1407;SPC TX N     - 4,127,485.63    233,152.40   sFT  1.00003409   -0 49 55.5
 GL1407;SPC NM E     -   590,666.833   290,492.609   MT  1.00010307   +0 49 40.1
 GL1407;SPC NM E     - 1,937,879.43    953,057.83   sFT  1.00010307   +0 49 40.1
 GL1407;UTM  13      - 4,021,157.383   685,305.350   MT  1.00002309   +1 13 22.4
 GL1407
 GL1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1407!SPC TX N     -   0.99978750  x   1.00003409  =   0.99982158
 GL1407!SPC NM E     -   0.99978750  x   1.00010307  =   0.99989055
 GL1407!UTM  13      -   0.99978750  x   1.00002309  =   0.99981058
 GL1407
 GL1407|---------------------------------------------------------------------|
 GL1407| PID    Reference Object                     Distance      Geod. Az  |
 GL1407|                                                           dddmmss.s |
 GL1407| CM7867 CORENA RM 1                          15.899 METERS 12554     |
 GL1407| CM7868 CORENA RM 2                          15.778 METERS 30604     |
 GL1407| GL1457 TEXLINE                             APPROX.10.6 KM 3091944.7 |
 GL1407|---------------------------------------------------------------------|
 GL1407
 GL1407                          SUPERSEDED SURVEY CONTROL
 GL1407
 GL1407  NAD 83(1993)-  36 19 03.49086(N)    102 56 08.84992(W) AD(       ) 2
 GL1407  NAD 83(1993)-  36 19 03.49484(N)    102 56 08.84666(W) AD(       ) 2
 GL1407  NAD 83(1986)-  36 19 03.50115(N)    102 56 08.84449(W) AD(       ) 2
 GL1407  NAD 27      -  36 19 03.39792(N)    102 56 07.11071(W) AD(       ) 2
 GL1407  NGVD 29 (07/19/86) 1376.8    (m)         4517.     (f) VERT ANG       
 GL1407
 GL1407.Superseded values are not recommended for survey control.
 GL1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1407.See file dsdata.txt to determine how the superseded data were derived.
 GL1407
 GL1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA8530521157(NAD 83)
 GL1407_MARKER: DD = SURVEY DISK
 GL1407_SETTING: 0 = UNSPECIFIED SETTING
 GL1407
 GL1407  HISTORY     - Date     Condition        Report By
 GL1407  HISTORY     - 1970     MONUMENTED       USGS
 GL1407
 GL1407                          STATION DESCRIPTION
 GL1407
 GL1407'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (FJG)
 GL1407'THE STATION IS LOCATED NORTH 53 DEG WEST ABOUT 29.0 MILES
 GL1407'AIRLINE FROM DALHART, TEXAS.  SOUTH 50 DEG EAST ABOUT 7.0
 GL1407'MILES AIRLINE FROM TEXLINE, TEXAS.  45 FEET SOUTH-SOUTHWEST
 GL1407'OF THE RAILROAD TRACKS.  45 FEET NORTH-NORTHEAST OF RIGHT-OF-WAY
 GL1407'FENCE.  5.7 FEET WEST-SOUTHWEST OF A USGS WITNESS SIGN MOUNTED
 GL1407'ON A METAL POST.
 GL1407'
 GL1407'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND FARM
 GL1407'ROAD 296 IN TEXLINE, TEXAS, PROCEED SOUTHEAST ON U.S. HIGHWAY
 GL1407'87 FOR 6.4 MILES TO HIGH GROUND AND POINT OPPOSITE THE STATION
 GL1407'MARK.
 GL1407'
 GL1407'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED
 GL1407'STEEL RODS CENTERED IN ORANGEBURG TILES, 6 INCHES IN DIAMETER,
 GL1407'12 INCHES LONG, FILLED WITH GRAVEL AND SET FLUSH WITH THE GROUND.
 GL1407'
 GL1407'STATION MARK IS A COPPER COATED STEEL ROD DRIVEN 15 FEET,
 GL1407'TABLET IS STAMPED CORENA ET 1970.
 GL1407'
 GL1407'REFERENCE MARK NO. 1 IS A COPPER COATED STEEL ROD DRIVEN 10 FEET,
 GL1407'TABLET IS STAMPED CORENA ET 1 1970.
 GL1407'
 GL1407'REFERENCE MARK NO. 2 IS A COPPER COATED STEEL ROD DRIVEN 10 FEET,
 GL1407'TABLET IS STAMPED CORENA ET 2 1970.
 GL1407'
 GL1407'STATION TEXLINE ET 1970 IS VISIBLE FROM THE GROUND AT THIS
 GL1407'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 GL1407'
 GL1407'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0752 ***********************************************************************
 CT0752  DESIGNATION -  CORINTH
 CT0752  PID         -  CT0752
 CT0752  STATE/COUNTY-  TX/JONES
 CT0752  USGS QUAD   -  ANSON (1965)
 CT0752
 CT0752                         *CURRENT SURVEY CONTROL
 CT0752  ___________________________________________________________________
 CT0752* NAD 83(1993)-  32 51 40.39237(N)    099 53 32.52830(W)     ADJUSTED  
 CT0752* NAVD 88     -       499.884  (meters)    1640.04   (feet)  ADJUSTED  
 CT0752  ___________________________________________________________________
 CT0752  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CT0752  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CT0752  DYNAMIC HT  -         499.242 (meters)    1637.93  (feet)  COMP
 CT0752  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 CT0752
 CT0752  HORZ ORDER  -  FIRST
 CT0752  VERT ORDER  -  SECOND    CLASS 0
 CT0752
 CT0752.The horizontal coordinates were established by classical geodetic methods
 CT0752.and adjusted by the National Geodetic Survey in February 1996..
 CT0752
 CT0752.The orthometric height was determined by differential leveling
 CT0752.and adjusted by the National Geodetic Survey in June 1991..
 CT0752
 CT0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0752
 CT0752.The geoid height was determined by GEOID03.
 CT0752
 CT0752.The dynamic height is computed by dividing the NAVD 88
 CT0752.geopotential number by the normal gravity value computed on the
 CT0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0752.degrees latitude (g = 980.6199 gals.).
 CT0752
 CT0752.The modeled gravity was interpolated from observed gravity values.
 CT0752
 CT0752;                    North         East     Units Scale Factor Converg.
 CT0752;SPC TXNC     - 2,133,327.219   469,695.014   MT  0.99987811   -0 45 33.8
 CT0752;SPC TXNC     - 6,999,091.05  1,540,991.06   sFT  0.99987811   -0 45 33.8
 CT0752;UTM  14      - 3,636,254.778   416,506.948   MT  0.99968595   -0 29 03.2
 CT0752
 CT0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0752!SPC TXNC     -   0.99992607  x   0.99987811  =   0.99980419
 CT0752!UTM  14      -   0.99992607  x   0.99968595  =   0.99961204
 CT0752
 CT0752:                Primary Azimuth Mark                     Grid Az
 CT0752:SPC TXNC     -  STAMFORD NORTH MUNICIPAL TANK            040 44 08.3
 CT0752:UTM  14      -  STAMFORD NORTH MUNICIPAL TANK            040 27 37.7
 CT0752
 CT0752|---------------------------------------------------------------------|
 CT0752| PID    Reference Object                     Distance      Geod. Az  |
 CT0752|                                                           dddmmss.s |
 CT0752| CT1172 STAMFORD NORTH MUNICIPAL TANK       APPROX.12.4 KM 0395834.5 |
 CT0752| CT1173 STAMFORD SOUTH MUNICIPAL TANK       APPROX.12.4 KM 0400219.9 |
 CT0752| CT1171 STAMFORD SHORT MUNICIPAL TANK       APPROX.11.2 KM 0413739.4 |
 CT0752| CX6994 CORNITH RM 1                         26.774 METERS 07735     |
 CT0752| CX6993 CORNITH AZ MK                                      0780354.8 |
 CT0752| CT1183 ANSON SOUTH MUNICIPAL TANK          APPROX.12.3 KM 1814828.1 |
 CT0752| CT1182 ANSON COUNTY COURTHOUSE STATUE      APPROX.11.6 KM 1820312.0 |
 CT0752| CT1181 ANSON NORTH MUNICIPAL TANK          APPROX.11.5 KM 1831918.2 |
 CT0752| CX6995 CORNITH RM 2                         25.893 METERS 18727     |
 CT0752|---------------------------------------------------------------------|
 CT0752
 CT0752                          SUPERSEDED SURVEY CONTROL
 CT0752
 CT0752  NAD 83(1993)-  32 51 40.39768(N)    099 53 32.52123(W) AD(       ) 1
 CT0752  NAD 83(1986)-  32 51 40.39847(N)    099 53 32.51853(W) AD(       ) 1
 CT0752  NAD 27      -  32 51 39.98790(N)    099 53 31.17290(W) AD(       ) 1
 CT0752  NGVD 29 (??/??/92)  499.69   (m)         1639.4    (f) COMPUTED    2 0
 CT0752
 CT0752.Superseded values are not recommended for survey control.
 CT0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0752.See file dsdata.txt to determine how the superseded data were derived.
 CT0752
 CT0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1650736255(NAD 83)
 CT0752_MARKER: DS = TRIANGULATION STATION DISK
 CT0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0752_STAMPING: CORINTH 1961
 CT0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0752+STABILITY: SURFACE MOTION
 CT0752
 CT0752  HISTORY     - Date     Condition        Report By
 CT0752  HISTORY     - 1961     MONUMENTED       CGS
 CT0752
 CT0752                          STATION DESCRIPTION
 CT0752
 CT0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0752'9.0 MI NW FROM ANSON.
 CT0752'7.75 MILES NORTH ALONG U.S. HIGHWAY 277 FROM THE COURTHOUSE AT ANSON,
 CT0752'THENCE 1.15 MILES WEST ALONG FARM ROAD 1636, THENCE 0.1 MILE SOUTH
 CT0752'ALONG A PAVED ROAD, 87.8 FEET WEST OF R.M. 1, 12 FEET NORTHEAST OF A
 CT0752'METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST
 CT0752'PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0744 ***********************************************************************
 CT0744  DESIGNATION -  CORINTH AZ
 CT0744  PID         -  CT0744
 CT0744  STATE/COUNTY-  TX/JONES
 CT0744  USGS QUAD   -  ANSON (1965)
 CT0744
 CT0744                         *CURRENT SURVEY CONTROL
 CT0744  ___________________________________________________________________
 CT0744* NAD 83(1986)-  32 51 47.     (N)    099 52 58.     (W)     SCALED    
 CT0744* NAVD 88     -       492.649  (meters)    1616.30   (feet)  ADJUSTED  
 CT0744  ___________________________________________________________________
 CT0744  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0744  DYNAMIC HT  -         492.016 (meters)    1614.22  (feet)  COMP
 CT0744  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 CT0744
 CT0744  VERT ORDER  -  SECOND    CLASS 0
 CT0744
 CT0744.The horizontal coordinates were scaled from a topographic map and have
 CT0744.an estimated accuracy of +/- 6 seconds.
 CT0744
 CT0744.The orthometric height was determined by differential leveling
 CT0744.and adjusted by the National Geodetic Survey in June 1991..
 CT0744
 CT0744.The geoid height was determined by GEOID03.
 CT0744
 CT0744.The dynamic height is computed by dividing the NAVD 88
 CT0744.geopotential number by the normal gravity value computed on the
 CT0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0744.degrees latitude (g = 980.6199 gals.).
 CT0744
 CT0744.The modeled gravity was interpolated from observed gravity values.
 CT0744
 CT0744;                    North         East    Units  Estimated Accuracy
 CT0744;SPC TXNC     - 2,133,520.      470,600.      MT  (+/- 180 meters Scaled)
 CT0744
 CT0744                          SUPERSEDED SURVEY CONTROL
 CT0744
 CT0744  NGVD 29 (??/??/92)  492.456  (m)         1615.67   (f) ADJ UNCH    2 0
 CT0744
 CT0744.Superseded values are not recommended for survey control.
 CT0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0744.See file dsdata.txt to determine how the superseded data were derived.
 CT0744
 CT0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB174364(NAD 83)
 CT0744_MARKER: DZ = AZIMUTH MARK DISK
 CT0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0744_STAMPING: CORINTH 1961
 CT0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0744+STABILITY: SURFACE MOTION
 CT0744
 CT0744  HISTORY     - Date     Condition        Report By
 CT0744  HISTORY     - 1961     MONUMENTED       CGS
 CT0744
 CT0744                          STATION DESCRIPTION
 CT0744
 CT0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0744'7.8 MI SW FROM STAMFORD.
 CT0744'5.0 MILES SOUTHWEST ALONG THE WICHITA VALLEY RAILROAD FROM THE
 CT0744'RAILROAD STATION AT STAMFORD, THENCE 1.6 MILES WEST ALONG FARM ROAD
 CT0744'1636, THENCE 0.4 MILE SOUTH ALONG U.S. HIGHWAY 277, THENCE 0.8 MILE
 CT0744'WEST ALONG FARM ROAD 1636, 111 FEET SOUTHWEST OF A CROSSING, 19 FEET
 CT0744'WEST OF THE CENTER OF A GRAVEL ROAD, 6 FEET NORTH OF A METAL WITNESS
 CT0744'POST WITH SIGN, 3 FEET SOUTH OF TELEPHONE POLE 125, LEVEL WITH THE
 CT0744'ROAD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 CT0744'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0749 ***********************************************************************
 CT0749  DESIGNATION -  CORINTH E 2
 CT0749  PID         -  CT0749
 CT0749  STATE/COUNTY-  TX/JONES
 CT0749  USGS QUAD   -  ANSON (1965)
 CT0749
 CT0749                         *CURRENT SURVEY CONTROL
 CT0749  ___________________________________________________________________
 CT0749* NAD 83(1986)-  32 51 49.     (N)    099 53 24.     (W)     SCALED    
 CT0749* NAVD 88     -       498.382  (meters)    1635.11   (feet)  ADJUSTED  
 CT0749  ___________________________________________________________________
 CT0749  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0749  DYNAMIC HT  -         497.742 (meters)    1633.01  (feet)  COMP
 CT0749  MODELED GRAV-     979,339.5   (mgal)                       NAVD 88
 CT0749
 CT0749  VERT ORDER  -  SECOND    CLASS 0
 CT0749
 CT0749.The horizontal coordinates were scaled from a topographic map and have
 CT0749.an estimated accuracy of +/- 6 seconds.
 CT0749
 CT0749.The orthometric height was determined by differential leveling
 CT0749.and adjusted by the National Geodetic Survey in June 1991..
 CT0749
 CT0749.The geoid height was determined by GEOID03.
 CT0749
 CT0749.The dynamic height is computed by dividing the NAVD 88
 CT0749.geopotential number by the normal gravity value computed on the
 CT0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0749.degrees latitude (g = 980.6199 gals.).
 CT0749
 CT0749.The modeled gravity was interpolated from observed gravity values.
 CT0749
 CT0749;                    North         East    Units  Estimated Accuracy
 CT0749;SPC TXNC     - 2,133,590.      469,920.      MT  (+/- 180 meters Scaled)
 CT0749
 CT0749                          SUPERSEDED SURVEY CONTROL
 CT0749
 CT0749  NGVD 29 (??/??/92)  498.189  (m)         1634.48   (f) ADJ UNCH    2 0
 CT0749
 CT0749.Superseded values are not recommended for survey control.
 CT0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0749.See file dsdata.txt to determine how the superseded data were derived.
 CT0749
 CT0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB167365(NAD 83)
 CT0749_MARKER: DD = SURVEY DISK
 CT0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0749_STAMPING: CORINTH E 2
 CT0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0749+STABILITY: SURFACE MOTION
 CT0749
 CT0749  HISTORY     - Date     Condition        Report By
 CT0749  HISTORY     - UNK      MONUMENTED       DOD
 CT0749  HISTORY     - 1961     GOOD             NGS
 CT0749
 CT0749                          STATION DESCRIPTION
 CT0749
 CT0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0749'8.3 MI W FROM STAMFORD.
 CT0749'5.0 MILES SOUTHWEST ALONG THE WICHITA VALLEY RAILROAD FROM THE STATION
 CT0749'AT STAMFORD, THENCE 1.6 MILES WEST ALONG FARM ROAD 1636, THENCE 0.4
 CT0749'MILE SOUTH ALONG U.S. HIGHWAY 277, THENCE 1.3 MILES WEST ALONG FARM
 CT0749'ROAD 1636, 48 FEET NORTH OF THE CENTER OF ROAD, 19 FEET EAST OF
 CT0749'ANOTHER USE MONUMENT, 2 FEET SOUTH OF A WOODEN WITNESS POST, LEVEL
 CT0749'WITH THE ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 1
 CT0749'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0751 ***********************************************************************
 CT0751  DESIGNATION -  CORINTH RM 1
 CT0751  PID         -  CT0751
 CT0751  STATE/COUNTY-  TX/JONES
 CT0751  USGS QUAD   -  ANSON (1965)
 CT0751
 CT0751                         *CURRENT SURVEY CONTROL
 CT0751  ___________________________________________________________________
 CT0751* NAD 83(1986)-  32 51 43.     (N)    099 53 16.     (W)     SCALED    
 CT0751* NAVD 88     -       500.054  (meters)    1640.59   (feet)  ADJUSTED  
 CT0751  ___________________________________________________________________
 CT0751  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0751  DYNAMIC HT  -         499.412 (meters)    1638.49  (feet)  COMP
 CT0751  MODELED GRAV-     979,339.5   (mgal)                       NAVD 88
 CT0751
 CT0751  VERT ORDER  -  SECOND    CLASS 0
 CT0751
 CT0751.The horizontal coordinates were scaled from a topographic map and have
 CT0751.an estimated accuracy of +/- 6 seconds.
 CT0751
 CT0751.The orthometric height was determined by differential leveling
 CT0751.and adjusted by the National Geodetic Survey in June 1991..
 CT0751
 CT0751.The geoid height was determined by GEOID03.
 CT0751
 CT0751.The dynamic height is computed by dividing the NAVD 88
 CT0751.geopotential number by the normal gravity value computed on the
 CT0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0751.degrees latitude (g = 980.6199 gals.).
 CT0751
 CT0751.The modeled gravity was interpolated from observed gravity values.
 CT0751
 CT0751;                    North         East    Units  Estimated Accuracy
 CT0751;SPC TXNC     - 2,133,400.      470,130.      MT  (+/- 180 meters Scaled)
 CT0751
 CT0751                          SUPERSEDED SURVEY CONTROL
 CT0751
 CT0751  NGVD 29 (??/??/92)  499.86   (m)         1640.0    (f) COMPUTED    2 0
 CT0751
 CT0751.Superseded values are not recommended for survey control.
 CT0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0751.See file dsdata.txt to determine how the superseded data were derived.
 CT0751
 CT0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB169363(NAD 83)
 CT0751_MARKER: DR = REFERENCE MARK DISK
 CT0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0751_STAMPING: CORINTH NO 1 1961
 CT0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0751+STABILITY: SURFACE MOTION
 CT0751
 CT0751  HISTORY     - Date     Condition        Report By
 CT0751  HISTORY     - 1961     MONUMENTED       CGS
 CT0751
 CT0751                          STATION DESCRIPTION
 CT0751
 CT0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0751'9.0 MI NW FROM ANSON.
 CT0751'7.75 MILES NORTH ALONG U.S. HIGHWAY 277 FROM THE COURTHOUSE AT ANSON,
 CT0751'THENCE 1.15 MILES WEST ALONG FARM ROAD 1636, THENCE 0.1 MILE SOUTH
 CT0751'ALONG A PAVED ROAD, 87.8 FEET EAST OF A TRIANGULATION STATION, SET IN
 CT0751'TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0753 ***********************************************************************
 CT0753  DESIGNATION -  CORINTH RM 2
 CT0753  PID         -  CT0753
 CT0753  STATE/COUNTY-  TX/JONES
 CT0753  USGS QUAD   -  ANSON (1965)
 CT0753
 CT0753                         *CURRENT SURVEY CONTROL
 CT0753  ___________________________________________________________________
 CT0753* NAD 83(1986)-  32 51 43.     (N)    099 53 16.     (W)     SCALED    
 CT0753* NAVD 88     -       499.894  (meters)    1640.07   (feet)  ADJUSTED  
 CT0753  ___________________________________________________________________
 CT0753  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0753  DYNAMIC HT  -         499.252 (meters)    1637.96  (feet)  COMP
 CT0753  MODELED GRAV-     979,339.5   (mgal)                       NAVD 88
 CT0753
 CT0753  VERT ORDER  -  SECOND    CLASS 0
 CT0753
 CT0753.The horizontal coordinates were scaled from a topographic map and have
 CT0753.an estimated accuracy of +/- 6 seconds.
 CT0753
 CT0753.The orthometric height was determined by differential leveling
 CT0753.and adjusted by the National Geodetic Survey in June 1991..
 CT0753
 CT0753.The geoid height was determined by GEOID03.
 CT0753
 CT0753.The dynamic height is computed by dividing the NAVD 88
 CT0753.geopotential number by the normal gravity value computed on the
 CT0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0753.degrees latitude (g = 980.6199 gals.).
 CT0753
 CT0753.The modeled gravity was interpolated from observed gravity values.
 CT0753
 CT0753;                    North         East    Units  Estimated Accuracy
 CT0753;SPC TXNC     - 2,133,400.      470,130.      MT  (+/- 180 meters Scaled)
 CT0753
 CT0753                          SUPERSEDED SURVEY CONTROL
 CT0753
 CT0753  NGVD 29 (??/??/92)  499.70   (m)         1639.4    (f) COMPUTED    2 0
 CT0753
 CT0753.Superseded values are not recommended for survey control.
 CT0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0753.See file dsdata.txt to determine how the superseded data were derived.
 CT0753
 CT0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB169363(NAD 83)
 CT0753_MARKER: DR = REFERENCE MARK DISK
 CT0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0753_STAMPING: CORINTH NO 2 1961
 CT0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0753+STABILITY: SURFACE MOTION
 CT0753
 CT0753  HISTORY     - Date     Condition        Report By
 CT0753  HISTORY     - 1961     MONUMENTED       CGS
 CT0753
 CT0753                          STATION DESCRIPTION
 CT0753
 CT0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0753'9.0 MI NW FROM ANSON.
 CT0753'7.75 MILES NORTH ALONG U.S. HIGHWAY 277 FROM THE COURTHOUSE AT ANSON,
 CT0753'THENCE 1.15 MILES WEST ALONG FARM ROAD 1636, THENCE 0.1 MILE SOUTH
 CT0753'ALONG A PAVED ROAD, 84.9 FEET SOUTH OF A TRIANGULATION STATION, SET IN
 CT0753'TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1989 ***********************************************************************
 FL1989  DESIGNATION -  CORKY
 FL1989  PID         -  FL1989
 FL1989  STATE/COUNTY-  TX/DONLEY
 FL1989  USGS QUAD   -  SPENCER LAKE (1959)
 FL1989
 FL1989                         *CURRENT SURVEY CONTROL
 FL1989  ___________________________________________________________________
 FL1989* NAD 83(1993)-  35 05 54.07356(N)    100 35 38.05729(W)     ADJUSTED  
 FL1989* NAVD 88     -       819.9    (meters)    2690.     (feet)  VERTCON   
 FL1989  ___________________________________________________________________
 FL1989  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 FL1989  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL1989
 FL1989  HORZ ORDER  -  THIRD
 FL1989
 FL1989.The horizontal coordinates were established by classical geodetic methods
 FL1989.and adjusted by the National Geodetic Survey in February 1996..
 FL1989
 FL1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1989
 FL1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1989
 FL1989.The geoid height was determined by GEOID03.
 FL1989
 FL1989;                    North         East     Units Scale Factor Converg.
 FL1989;SPC TX N     - 1,122,226.402   282,609.433   MT  0.99992634   +0 31 30.4
 FL1989;SPC TX N     - 3,681,837.79    927,194.45   sFT  0.99992634   +0 31 30.4
 FL1989;UTM  14      - 3,885,112.280   354,721.397   MT  0.99986012   -0 54 59.9
 FL1989
 FL1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1989!SPC TX N     -   0.99987547  x   0.99992634  =   0.99980182
 FL1989!UTM  14      -   0.99987547  x   0.99986012  =   0.99973560
 FL1989
 FL1989|---------------------------------------------------------------------|
 FL1989| PID    Reference Object                     Distance      Geod. Az  |
 FL1989|                                                           dddmmss.s |
 FL1989| CK8402 CORKY RM 1                            9.547 METERS 24932     |
 FL1989| CK8401 CORKY AZ MK                                        3122159.5 |
 FL1989| CK8403 CORKY RM 2                            6.462 METERS 33830     |
 FL1989|---------------------------------------------------------------------|
 FL1989
 FL1989                          SUPERSEDED SURVEY CONTROL
 FL1989
 FL1989  NAD 83(1993)-  35 05 54.07487(N)    100 35 38.05625(W) AD(       ) 3
 FL1989  NAD 83(1986)-  35 05 54.07675(N)    100 35 38.04724(W) AD(       ) 3
 FL1989  NAD 27      -  35 05 53.89500(N)    100 35 36.56700(W) AD(       ) 3
 FL1989  NGVD 29 (01/19/93)  819.6    (m)         2689.     (f) VERT ANG       
 FL1989
 FL1989.Superseded values are not recommended for survey control.
 FL1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1989.See file dsdata.txt to determine how the superseded data were derived.
 FL1989
 FL1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5472185112(NAD 83)
 FL1989_MARKER: DS = TRIANGULATION STATION DISK
 FL1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1989
 FL1989  HISTORY     - Date     Condition        Report By
 FL1989  HISTORY     - 1951     MONUMENTED       CGS
 FL1989  HISTORY     - 1958     GOOD             USGS
 FL1989
 FL1989                          STATION DESCRIPTION
 FL1989
 FL1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1989'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF MC LEAN, 8 MILES
 FL1989'NORTH OF SALT FORK OF RED RIVER, 41 FEET EAST OF A FENCE
 FL1989'LINE, AND ON A SMALL KNOLL IN A GROUP OF KNOLLS.  IT IS ON
 FL1989'PASTURE LAND OWNED BY THE TEXAS CO. AND LEASED BY MR. J.T.
 FL1989'CROXTON.  THE MARK IS A BRONZE DISK STAMPED CORKY 1951, AND
 FL1989'SET IN A CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND.
 FL1989'
 FL1989'REFERENCE MARK NO. 1 IS 15 FEET EAST OF A FENCE LINE.  THE MARK
 FL1989'IS A BRONZE DISK STAMPED CORKY NO 1 1951, AND SET IN A CONCRETE
 FL1989'CYLINDER THAT PROJECTS 3 INCHES.
 FL1989'
 FL1989'REFERENCE MARK NO. 2 IS 29 FEET EAST OF A FENCE LINE.  THE MARK
 FL1989'IS A BRONZE DISK STAMPED CORKY NO 2 1951, AND SET IN A CONCRETE
 FL1989'CYLINDER THAT PROJECTS 2 INCHES.
 FL1989'
 FL1989'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF A SMALL EARTH DAM AND ON
 FL1989'A SMALL RIDGE IN THE CENTER OF A PASTURE.  THE MARK IS A BRONZE
 FL1989'DISK STAMPED CORKY 1951, AND SET IN A CONCRETE CYLINDER THAT
 FL1989'PROJECTS 12 INCHES.
 FL1989'
 FL1989'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FL1989'STATE ROUTE 273 WHICH IS AT THE WESTERN EDGE OF MC LEAN, GO
 FL1989'SOUTH ON MAIN TRAVELED ROAD FOR 9.0 MILES TO CROSSROADS.  TURN
 FL1989'LEFT AND GO 0.25 MILE TO A FARM HOUSE.  TURN RIGHT AND GO 0.1
 FL1989'MILE TO A GATE BY A WINDMILL.  PASS THROUGH THE GATE.  THEN
 FL1989'TURN LEFT UP A WASH, KEEPING TO THE LEFT OF A SMALL EARTH DAM
 FL1989'AND GO SOUTHEAST FOR 0.4 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 FL1989'CONTINUE SOUTHEAST OVER DIM TRACK ROAD FOR 0.7 MILE TO THE
 FL1989'STATION AS DESCRIBED.  THE ROAD FROM THE DAM HAS BEEN LIGHTLY
 FL1989'BULLDOZED IN SPOTS, BUT IS DIFFICULT TO FOLLOW.
 FL1989
 FL1989                          STATION RECOVERY (1958)
 FL1989
 FL1989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FL1989'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1989'
 FL1989'STATION MARK--USC AND GS BRONZE DISK STAMPED---CORKY 1951---, SET IN
 FL1989'A CONCRETE CYLINDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1965 ***********************************************************************
 FL1965  DESIGNATION -  CORN
 FL1965  PID         -  FL1965
 FL1965  STATE/COUNTY-  TX/WHEELER
 FL1965  USGS QUAD   -  WHEELER (1978)
 FL1965
 FL1965                         *CURRENT SURVEY CONTROL
 FL1965  ___________________________________________________________________
 FL1965* NAD 83(1993)-  35 27 45.57186(N)    100 20 02.43626(W)     ADJUSTED  
 FL1965* NAVD 88     -       802.     (meters)    2631.     (feet)  SCALED    
 FL1965  ___________________________________________________________________
 FL1965  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 FL1965  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FL1965
 FL1965  HORZ ORDER  -  THIRD
 FL1965
 FL1965.The horizontal coordinates were established by classical geodetic methods
 FL1965.and adjusted by the National Geodetic Survey in February 1996..
 FL1965
 FL1965.The orthometric height was scaled from a topographic map.
 FL1965
 FL1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1965
 FL1965.The geoid height was determined by GEOID03.
 FL1965
 FL1965;                    North         East     Units Scale Factor Converg.
 FL1965;SPC TX N     - 1,162,886.568   305,826.640   MT  0.99991118   +0 40 32.6
 FL1965;SPC TX N     - 3,815,237.02  1,003,366.23   sFT  0.99991118   +0 40 32.6
 FL1965;UTM  14      - 3,925,169.765   378,954.919   MT  0.99978056   -0 46 26.6
 FL1965
 FL1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1965!SPC TX N     -   0.99987829  x   0.99991118  =   0.99978948
 FL1965!UTM  14      -   0.99987829  x   0.99978056  =   0.99965887
 FL1965
 FL1965:                Primary Azimuth Mark                     Grid Az
 FL1965:SPC TX N     -  WHEELER MUNICIPAL TANK                   110 01 53.3
 FL1965:UTM  14      -  WHEELER MUNICIPAL TANK                   111 28 52.5
 FL1965
 FL1965|---------------------------------------------------------------------|
 FL1965| PID    Reference Object                     Distance      Geod. Az  |
 FL1965|                                                           dddmmss.s |
 FL1965| FL1963 WHEELER MUNICIPAL TANK              APPROX. 6.0 KM 1104225.9 |
 FL1965| CK8409 CORN 2 AZ MK                                       1140153.0 |
 FL1965| CK8406 CORN AZ MK                                         1142349.0 |
 FL1965| CK8407 CORN RM 1                             6.374 METERS 12333     |
 FL1965| FL1964 CORN 2                                5.305 METERS 20851     |
 FL1965| CK8408 CORN RM 2                             5.620 METERS 28937     |
 FL1965|---------------------------------------------------------------------|
 FL1965
 FL1965                          SUPERSEDED SURVEY CONTROL
 FL1965
 FL1965  NAD 83(1993)-  35 27 45.57258(N)    100 20 02.43614(W) AD(       ) 3
 FL1965  NAD 83(1986)-  35 27 45.57610(N)    100 20 02.42582(W) AD(       ) 3
 FL1965  NAD 27      -  35 27 45.40600(N)    100 20 00.97800(W) AD(       ) 3
 FL1965
 FL1965.Superseded values are not recommended for survey control.
 FL1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1965.See file dsdata.txt to determine how the superseded data were derived.
 FL1965
 FL1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7895525170(NAD 83)
 FL1965_MARKER: DS = TRIANGULATION STATION DISK
 FL1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1965_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1965
 FL1965  HISTORY     - Date     Condition        Report By
 FL1965  HISTORY     - 1951     MONUMENTED       CGS
 FL1965  HISTORY     - 1955     GOOD             CGS
 FL1965
 FL1965                          STATION DESCRIPTION
 FL1965
 FL1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1965'THE STATION IS ABOUT 4 MILES AIRLINE WEST-NORTHWEST OF WHEELER.
 FL1965'1-1/2 MILES EAST OF THE CORN VALLEY SCHOOL.  75 FEET EAST OF
 FL1965'TELEPHONE POLE NO. SWAT C 39.  50 FEET SOUTH OF THE CENTER
 FL1965'LINE OF STATE ROUTE 152.  5 FEET NORTHWEST OF A WHITE WITNESS
 FL1965'POST AND ON THE NORTHERN SLOPE OF THE HIGHEST KNOLL IN THE
 FL1965'IMMEDIATE VICINITY.  THE STATION MARK, STAMPED CORN 1950,
 FL1965'IS A BRONZE DISK SET IN A ROUND CONCRETE POST, FLUSH WITH THE
 FL1965'GROUND, 3 FEET NORTH OF THE FENCE LINE.
 FL1965'
 FL1965'REFERENCE MARK NO. 1, STAMPED CORN NO 1 1950, IS A BRONZE DISK
 FL1965'SET IN A ROUND CONCRETE POST THAT PROJECTS 2 INCHES AND IS
 FL1965'1 FOOT NORTH OF THE FENCE LINE.
 FL1965'
 FL1965'REFERENCE MARK NO. 2, STAMPED CORN NO 2 1959, IS A BRONZE
 FL1965'DISK SET IN A 10-INCH SQUARE CONCRETE POST, FLUSH WITH THE
 FL1965'GROUND, 1 FOOT NORTH OF THE FENCE LINE.
 FL1965'
 FL1965'THE AZIMUTH MARK, STAMPED CORN 1950, IS A BRONZE DISK SET IN
 FL1965'A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 100 YARDS
 FL1965'EAST OF A CONCRETE CULVERT.  52 FEET NORTH OF THE CENTERLINE
 FL1965'OF STATE HIGHWAY 152.  4 FEET WEST OF A WHITE WITNESS POST AND
 FL1965'1 FOOT NORTH OF THE FENCE LINE.
 FL1965'
 FL1965'TO REACH THE STATION FROM THE COURTHOUSE IN WHEELER GO WESTERLY
 FL1965'ON STATE HIGHWAY 152 FOR 3.35 MILES TO A POINT WHERE A DIRT
 FL1965'ROAD BEARS LEFT.  CONTINUE WESTERLY ON STATE HIGHWAY 152
 FL1965'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FL1965'WESTERLY FOR 0.4 MILE TO THE TOP OF THE GRADE AND THE STATION
 FL1965'ON THE LEFT.
 FL1965
 FL1965                          STATION RECOVERY (1955)
 FL1965
 FL1965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 FL1965'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  CORN
 FL1965'2 1955 WAS ESTABLISHED IN THE NEAR VICINITY AND ALL OF THE CORN
 FL1965'MARKS WERE DESTROYED TO CLEAR HIGHWAY CONSTRUCTION AREAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0981 ***********************************************************************
 GK0981  DESIGNATION -  CORN
 GK0981  PID         -  GK0981
 GK0981  STATE/COUNTY-  TX/LIPSCOMB
 GK0981  USGS QUAD   -  HIGGINS NORTH (1972)
 GK0981
 GK0981                         *CURRENT SURVEY CONTROL
 GK0981  ___________________________________________________________________
 GK0981* NAD 83(1993)-  36 08 45.17794(N)    100 03 25.60274(W)     ADJUSTED  
 GK0981* NAVD 88     -       791.8    (meters)    2598.     (feet)  VERTCON   
 GK0981  ___________________________________________________________________
 GK0981  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 GK0981  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 GK0981
 GK0981  HORZ ORDER  -  FIRST
 GK0981
 GK0981.The horizontal coordinates were established by classical geodetic methods
 GK0981.and adjusted by the National Geodetic Survey in February 1996..
 GK0981
 GK0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0981
 GK0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0981
 GK0981.The geoid height was determined by GEOID03.
 GK0981
 GK0981;                    North         East     Units Scale Factor Converg.
 GK0981;SPC TX N     - 1,239,012.865   329,850.371   MT  0.99999148   +0 50 10.3
 GK0981;SPC TX N     - 4,064,994.71  1,082,184.09   sFT  0.99999148   +0 50 10.3
 GK0981;SPC OK N     -   129,100.082   414,889.357   MT  0.99994548   -1 12 50.4
 GK0981;SPC OK N     -   423,555.85  1,361,182.83   sFT  0.99994548   -1 12 50.4
 GK0981;UTM  14      - 4,000,646.690   404,899.146   MT  0.99971144   -0 37 24.9
 GK0981
 GK0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0981!SPC TX N     -   0.99988018  x   0.99999148  =   0.99987166
 GK0981!SPC OK N     -   0.99988018  x   0.99994548  =   0.99982566
 GK0981!UTM  14      -   0.99988018  x   0.99971144  =   0.99959165
 GK0981
 GK0981:                Primary Azimuth Mark                     Grid Az
 GK0981:SPC TX N     -  SHATTUCK WATER TANK                      049 25 23.7
 GK0981:SPC OK N     -  SHATTUCK WATER TANK                      051 28 24.4
 GK0981:UTM  14      -  SHATTUCK WATER TANK                      050 52 58.9
 GK0981
 GK0981|---------------------------------------------------------------------|
 GK0981| PID    Reference Object                     Distance      Geod. Az  |
 GK0981|                                                           dddmmss.s |
 GK0981| GJ0726 SHATTUCK WATER TANK                 APPROX.20.8 KM 0501534.0 |
 GK0981| GK0984 HIGGINS ASTRONOMICAL STA 1927       APPROX. 4.0 KM 1310428.5 |
 GK0981| CK8404 CORN RM 1                           303.540 METERS 18516     |
 GK0981| CK8405 CORN RM 2                           221.290 METERS 26944     |
 GK0981|---------------------------------------------------------------------|
 GK0981
 GK0981                          SUPERSEDED SURVEY CONTROL
 GK0981
 GK0981  NAD 83(1993)-  36 08 45.17796(N)    100 03 25.60272(W) AD(       ) 1
 GK0981  NAD 83(1986)-  36 08 45.18461(N)    100 03 25.59093(W) AD(       ) 1
 GK0981  NAD 27      -  36 08 45.03600(N)    100 03 24.14000(W) AD(       ) 1
 GK0981  NGVD 29 (07/19/86)  791.5    (m)         2597.     (f) VERT ANG       
 GK0981
 GK0981.Superseded values are not recommended for survey control.
 GK0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0981.See file dsdata.txt to determine how the superseded data were derived.
 GK0981
 GK0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF0489900647(NAD 83)
 GK0981_MARKER: DS = TRIANGULATION STATION DISK
 GK0981_SETTING: 0 = UNSPECIFIED SETTING
 GK0981
 GK0981  HISTORY     - Date     Condition        Report By
 GK0981  HISTORY     - 1927     MONUMENTED       CGS
 GK0981
 GK0981                          STATION DESCRIPTION
 GK0981
 GK0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GK0981'ABOUT 1-3/4 MILES N AND 1-3/4 MILES W OF HIGGINS, ON HIGHEST
 GK0981'POINT IN A CULTIVATED FIELD, AND ABOUT 300 METERS (984 FEET)
 GK0981'N OF A SECTION LINE ROAD.
 GK0981'
 GK0981'TO REACH FROM HIGGINS POST OFFICE FOLLOW ROAD N 0.6 MILE,
 GK0981'THENCE W 0.6 MILE, TURN N 1 MILE TO GATE ON SECTION LINE
 GK0981'LEFT, AND GO W 0.8 MILE, WHEN THE STATION WILL BE ON HIGH
 GK0981'GROUND 300 METERS (984 FEET) TO N.
 GK0981'
 GK0981'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 GK0981'IN CONCRETE.
 GK0981'
 GK0981'REFERENCE MARK NO. 1 IS 303.54 METERS (995.9 FEET) FROM STATION
 GK0981'S 5 DEG 16 MIN W.
 GK0981'
 GK0981'REFERENCE MARK NO. 2 IS 221.29 METERS (726.0 FEET) FROM STATION
 GK0981'S 89 DEG 44 MIN W.  ELEVATION OF STATION, 791.5
 GK0981'METERS (2,597 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1964 ***********************************************************************
 FL1964  DESIGNATION -  CORN 2
 FL1964  PID         -  FL1964
 FL1964  STATE/COUNTY-  TX/WHEELER
 FL1964  USGS QUAD   -  WHEELER (1978)
 FL1964
 FL1964                         *CURRENT SURVEY CONTROL
 FL1964  ___________________________________________________________________
 FL1964* NAD 83(1993)-  35 27 45.42108(N)    100 20 02.53777(W)     ADJUSTED  
 FL1964* NAVD 88     -       802.     (meters)    2631.     (feet)  SCALED    
 FL1964  ___________________________________________________________________
 FL1964  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 FL1964  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FL1964
 FL1964  HORZ ORDER  -  THIRD
 FL1964
 FL1964.The horizontal coordinates were established by classical geodetic methods
 FL1964.and adjusted by the National Geodetic Survey in February 1996..
 FL1964.No horizontal observational check was made to the station.
 FL1964
 FL1964.The orthometric height was scaled from a topographic map.
 FL1964
 FL1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1964
 FL1964.The geoid height was determined by GEOID03.
 FL1964
 FL1964;                    North         East     Units Scale Factor Converg.
 FL1964;SPC TX N     - 1,162,881.892   305,824.136   MT  0.99991118   +0 40 32.6
 FL1964;SPC TX N     - 3,815,221.67  1,003,358.02   sFT  0.99991118   +0 40 32.6
 FL1964;UTM  14      - 3,925,165.154   378,952.297   MT  0.99978057   -0 46 26.6
 FL1964
 FL1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1964!SPC TX N     -   0.99987829  x   0.99991118  =   0.99978948
 FL1964!UTM  14      -   0.99987829  x   0.99978057  =   0.99965888
 FL1964
 FL1964|---------------------------------------------------------------------|
 FL1964| PID    Reference Object                     Distance      Geod. Az  |
 FL1964|                                                           dddmmss.s |
 FL1964| FL1965 CORN                                  5.305 METERS 02851     |
 FL1964| CK8409 CORN 2 AZ MK                                       1133443.0 |
 FL1964| CK8406 CORN AZ MK                                         1135636.9 |
 FL1964| CK8410 CORN 2 RM 1                          18.690 METERS 11839     |
 FL1964| CK8411 CORN 2 RM 2                           9.296 METERS 20836     |
 FL1964|---------------------------------------------------------------------|
 FL1964
 FL1964                          SUPERSEDED SURVEY CONTROL
 FL1964
 FL1964  NAD 83(1993)-  35 27 45.42180(N)    100 20 02.53765(W) AD(       ) 3
 FL1964  NAD 83(1986)-  35 27 45.42533(N)    100 20 02.52733(W) AD(       ) 3
 FL1964  NAD 27      -  35 27 45.25500(N)    100 20 01.08000(W) AD(       ) 3
 FL1964
 FL1964.Superseded values are not recommended for survey control.
 FL1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1964.See file dsdata.txt to determine how the superseded data were derived.
 FL1964
 FL1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7895225165(NAD 83)
 FL1964_MARKER: DS = TRIANGULATION STATION DISK
 FL1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1964
 FL1964  HISTORY     - Date     Condition        Report By
 FL1964  HISTORY     - 1955     MONUMENTED       CGS
 FL1964
 FL1964                          STATION DESCRIPTION
 FL1964
 FL1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 FL1964'STATION IS ABOUT 4 MILES AIRLINE WEST-NORTHWEST OF WHEELER,
 FL1964'1-1/2 MILES EAST OF THE CORN VALLEY SCHOOL, ON A LOW DIVIDE,
 FL1964'2 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE, 2 FEET WEST OF
 FL1964'A 4 X 4 POST AND ABOUT 150 YARDS SOUTH OF A LONE WELL AND TANK.
 FL1964'IT IS MARKED BY STANDARD DISKS STAMPED CORN 2 1955 AND SET IN
 FL1964'CONCRETE.  THE SURFACE MARK
 FL1964'PROJECTS ABOUT 2 INCHES.
 FL1964'
 FL1964'REFERENCE MARK NO. 1, IS A STANDARD DISK STAMPED CORN 2 1955
 FL1964'NO 1 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT
 FL1964'2 INCHES AND IS ABOUT 3 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 FL1964'LINE.
 FL1964'
 FL1964'REFERENCE MARK NO. 2, IS A STANDARD DISK STAMPED CORN 2 1955
 FL1964'NO 2 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 FL1964'INCHES, SOUTH OF THE STATION IN OPEN BRUSH LAND.
 FL1964'
 FL1964'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CORN 2 1955 SET
 FL1964'IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 2 FEET NORTH
 FL1964'OF THE NORTH RIGHT-OF-WAY LINE, 3 FEET EAST OF A 4 X 4 POST
 FL1964'AND ON THE FIRST DIVIDE NORTHWEST OF A ROAD LEADING WEST
 FL1964'FROM THE HIGHWAY AND PASSING TO THE SOUTH OF THE STATION.
 FL1964'
 FL1964'TO REACH THE STATION FROM WHEELER.  GO WEST FROM THE COURT
 FL1964'HOUSE ON HIGHWAY NO. 152, 3.35 MILES TO THE DIRT ROAD LEADING
 FL1964'WEST.  CONTINUE WEST-NORTHWEST ON THE HIGHWAY 0.2 MILE TO THE
 FL1964'AZIMUTH MARK ON THE RIGHT, THEN CONTINUE 0.4 MILE TO THE TOP
 FL1964'OF THE DIVIDE AND THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0852 ***********************************************************************
 AN0852  DESIGNATION -  CORNER
 AN0852  PID         -  AN0852
 AN0852  STATE/COUNTY-  TX/CALHOUN
 AN0852  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0852
 AN0852                         *CURRENT SURVEY CONTROL
 AN0852  ___________________________________________________________________
 AN0852* NAD 83(1993)-  28 32 44.40405(N)    096 36 02.69751(W)     ADJUSTED  
 AN0852* NAVD 88     -         3.80   (+/-2cm)      12.5    (feet)  VERTCON   
 AN0852  ___________________________________________________________________
 AN0852  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AN0852  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0852
 AN0852  HORZ ORDER  -  SECOND
 AN0852  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0852
 AN0852.The horizontal coordinates were established by classical geodetic methods
 AN0852.and adjusted by the National Geodetic Survey in February 1996..
 AN0852
 AN0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0852.The vertical order pertains to the NGVD 29 superseded value.
 AN0852
 AN0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0852
 AN0852.The geoid height was determined by GEOID03.
 AN0852
 AN0852;                    North         East     Units Scale Factor Converg.
 AN0852;SPC TXSC     - 4,081,356.265   834,768.830   MT  0.99995736   +1 10 31.5
 AN0852;SPC TXSC     -13,390,249.68  2,738,737.40   sFT  0.99995736   +1 10 31.5
 AN0852;UTM  14      - 3,160,000.674   734,738.931   MT  1.00028008   +1 08 49.3
 AN0852
 AN0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0852!SPC TXSC     -   1.00000364  x   0.99995736  =   0.99996100
 AN0852!UTM  14      -   1.00000364  x   1.00028008  =   1.00028372
 AN0852
 AN0852:                Primary Azimuth Mark                     Grid Az
 AN0852:SPC TXSC     -  UNPAINTED HOUSE CHIMNEY                  009 24 34.1
 AN0852:UTM  14      -  UNPAINTED HOUSE CHIMNEY                  009 26 16.3
 AN0852
 AN0852|---------------------------------------------------------------------|
 AN0852| PID    Reference Object                     Distance      Geod. Az  |
 AN0852|                                                           dddmmss.s |
 AN0852| AN2356 UNPAINTED HOUSE CHIMNEY             APPROX. 1.3 KM 0103505.6 |
 AN0852| AN2008 CORNER RM 1                          22.000 METERS 03823     |
 AN0852| AN0857 MAGNOLIA                            APPROX. 4.3 KM 0532101.2 |
 AN0852| CV7067 CORNER RM 2                          27.970 METERS 31750     |
 AN0852|---------------------------------------------------------------------|
 AN0852
 AN0852                          SUPERSEDED SURVEY CONTROL
 AN0852
 AN0852  NAD 83(1986)-  28 32 44.41043(N)    096 36 02.68555(W) AD(       ) 2
 AN0852  NAD 27      -  28 32 43.41100(N)    096 36 01.76900(W) AD(       ) 2
 AN0852  NGVD 29 (??/??/92)    3.921  (m)           12.86   (f) ADJ UNCH    2 0
 AN0852
 AN0852.Superseded values are not recommended for survey control.
 AN0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0852.See file dsdata.txt to determine how the superseded data were derived.
 AN0852
 AN0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3473960001(NAD 83)
 AN0852_MARKER: DB = BENCH MARK DISK
 AN0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0852_STAMPING: CORNER 1934
 AN0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0852+STABILITY: SURFACE MOTION
 AN0852
 AN0852  HISTORY     - Date     Condition        Report By
 AN0852  HISTORY     - 1934     MONUMENTED       CGS
 AN0852  HISTORY     - 1941     SEE DESCRIPTION  CGS
 AN0852  HISTORY     - 1942     GOOD             CGS
 AN0852  HISTORY     - 1943     GOOD             USE
 AN0852  HISTORY     - 1948     GOOD             CGS
 AN0852  HISTORY     - 1950     GOOD             CGS
 AN0852  HISTORY     - 1950     GOOD             NGS
 AN0852  HISTORY     - 1956     GOOD             CGS
 AN0852  HISTORY     - 1961     GOOD             CGS
 AN0852  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN0852  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0852  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0852
 AN0852                          STATION DESCRIPTION
 AN0852
 AN0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN0852'STATION IS LOCATED ON THE PORT LAVACA-MAGNOLIA BEACH-INDIANOLA
 AN0852'ROAD, AT THE FIRST RIGHT-ANGLE TURN WHERE ROAD TURNS FROM SE
 AN0852'TO NE, ABOUT 5 MILES SSE OF PORT LAVACA, 5.40 METERS SW OF NW-SE
 AN0852'FENCELINE EXTENDED, 5.50 METERS NW FROM NE-SW FENCELINE EXTENDED,
 AN0852'6.70 METERS S FROM THE INTERSECTION OF FENCELINES, 16 METERS S
 AN0852'FROM POINT OF TANGENCY OF ROAD CURVE, AND 10 METERS SW FROM
 AN0852'THE CENTER LINE OF THE OLD INDIANOLA RAILROAD DUMP.
 AN0852'
 AN0852'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN0852'SET IN CONCRETE.
 AN0852'
 AN0852'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 AN0852
 AN0852                          STATION RECOVERY (1941)
 AN0852
 AN0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JFB)
 AN0852'MONUMENT IN DRAINAGE DITCH OF HIGHWAY, WILL SOON BE WASHED
 AN0852'OUT.
 AN0852
 AN0852                          STATION RECOVERY (1942)
 AN0852
 AN0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AN0852'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN0852'CONDITION.
 AN0852'
 AN0852'STATION IS 5.0 MILES SSE OF PORT LAVACA, AT THE INTERSECTION
 AN0852'OF THE OLD ROAD TO MAGNOLIA BEACH WITH STATE HIGHWAY 316,
 AN0852'54 FEET S OF AND ABOUT 3 FEET BELOW THE CENTER LINE OF THE
 AN0852'HIGHWAY, 45 FEET SW OF THE W END OF SMALL WOODEN BRIDGE, 7 FEET
 AN0852'N OF RIGHT-OF-WAY FENCE, AND 3 FEET E OF A 4- BY 4-INCH WOODEN
 AN0852'WITNESS POST.  MARK IS STAMPED CORNER 1934 AND PROJECTS ABOUT
 AN0852'0.5 FOOT.
 AN0852'
 AN0852'REFERENCE MARKS 1 AND 2 WERE DESTROYED BY CONSTRUCTION OF NEW
 AN0852'HIGHWAY.
 AN0852'
 AN0852'STATION IS REACHED FROM THE COUNTY COURTHOUSE AT PORT LAVACA
 AN0852'BY TRAVELING 4.4 MILES SW ALONG STATE HIGHWAY 238 TO THE
 AN0852'INTERSECTION OF STATE HIGHWAY 316.  THENCE GOING 2.4 MILES
 AN0852'SE ALONG STATE HIGHWAY 316 TO THE SITE OF THE STATION.
 AN0852
 AN0852                          STATION RECOVERY (1943)
 AN0852
 AN0852'RECOVERY NOTE BY US ENGINEERS 1943
 AN0852'THE ROAD HAS BEEN PAVED AND REROUTED.  THE STATION IS LOCATED
 AN0852'NEAR A BRIDGE ON THE W SIDE OF ROAD ON THE EDGE OF BORROW
 AN0852'DITCH.  DUE TO RAISING OF THE ROAD AND DITCHING, THE REFERENCE
 AN0852'MARKS ARE POSSIBLY COVERED, BUT NO SEARCH WAS MADE FOR THEM.
 AN0852'
 AN0852'SOME EROSION HAS TAKEN PLACE AROUND STATION AS IT IS ON THE
 AN0852'SLOPE OF THE BORROW DITCH, INSIDE THE FENCELINE OF HIGHWAY,
 AN0852'BUT IT WILL PROBABLY BE GOOD FOR A LONG TIME.
 AN0852
 AN0852                          STATION RECOVERY (1948)
 AN0852
 AN0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN0852'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 AN0852'MARKS ARE DESTROYED AS PER 1942 RECOVERY NOTE.
 AN0852
 AN0852                          STATION RECOVERY (1950)
 AN0852
 AN0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RCD)
 AN0852'4.4 MI. S ALONG STATE HIGHWAY 238 FROM THE COURTHOUSE AT PORT
 AN0852'LAVACA, THENCE 2.4 MI. SE ALONG STATE HIGHWAY 316, AT A JUNCTION
 AN0852'WITH AN OLD ROAD LEADING TO MAGNOLIA BEACH, 54 FT. S OF THE
 AN0852'CENTERLINE OF THE HIGHWAY, 45 FT. SW OF THE W END OF A SMALL
 AN0852'WOODEN BRIDGE, 7 FT. N OF A FENCE, AND 3 FT. E OF A WITNESS
 AN0852'POST.  STATION MARK IS A STANDARD STATION DISK, SET IN THE TOP
 AN0852'OF A CONCRETE POST WHICH PROJECTS 0.5 FT. ABOVE GROUND, AND
 AN0852'IS STAMPED CORNER 1934.
 AN0852
 AN0852                          STATION RECOVERY (1950)
 AN0852
 AN0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AN0852'4.4 MI S FROM PORT LAVACA.
 AN0852'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0852'PORT LAVACA, CALHOUN COUNTY, 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY
 AN0852'316.  AT THE JUNCTION OF AN OLD ROAD LEADING TO MAGNOLIA BEACH, 54
 AN0852'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF THE
 AN0852'WEST END OF A SMALL WOODEN BRIDGE, 7 FEET NORTH OF A FENCE, 3 FEET
 AN0852'EAST OF A WHITE WOODEN WITNESS POST, AND 3 FEET LOWER THAN THE
 AN0852'HIGHWAY.  A STANDARD TRIANGULATION-STATION DISK, STAMPED CORNER 1934
 AN0852'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AN0852'GROUND.
 AN0852
 AN0852                          STATION RECOVERY (1956)
 AN0852
 AN0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CHB)
 AN0852'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AN0852'DID NOT RECOVER REFERENCE MARKS AND AZIMUTH MARK.  DIRECTIONS
 AN0852'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AN0852
 AN0852                          STATION RECOVERY (1961)
 AN0852
 AN0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 AN0852'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AN0852'
 AN0852'REFERENCE MARKS AND AZIMUTH MARK WERE NOT RECOVERED.
 AN0852'
 AN0852'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AN0852
 AN0852                          STATION RECOVERY (1969)
 AN0852
 AN0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN0852'THE STATION SURFACE MARK WAS FOUND TO BE DESTROYED.  IT IS
 AN0852'BELIEVED THE UNDER GROUND STATION MARK IS ALSO DESTROYED.
 AN0852'THE SITE HAS BEEN EXCAVATED TO A DEPTH OF ABOUT 4 FEET.
 AN0852'REFERENCE MARKS NO. 1 AND NO. 2 WERE SEARCHED FOR BUT NOT FOUND.
 AN0852'THEY WERE PROBABLY DESTROYED WHEN THE RIGHT-OF-WAY WAS WIDENED
 AN0852'AND A NEW ROAD BUILT.
 AN0852'
 AN0852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.7 MILES SOUTH
 AN0852'OF PORT LAVACA.
 AN0852
 AN0852                          STATION RECOVERY (1988)
 AN0852
 AN0852'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0852'MARK NOT FOUND.
 AN0852
 AN0852                          STATION RECOVERY (1998)
 AN0852
 AN0852'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1770 ***********************************************************************
 FL1770  DESIGNATION -  CORNER
 FL1770  PID         -  FL1770
 FL1770  STATE/COUNTY-  TX/CARSON
 FL1770  USGS QUAD   -  WASHBURN (1973)
 FL1770
 FL1770                         *CURRENT SURVEY CONTROL
 FL1770  ___________________________________________________________________
 FL1770* NAD 83(1993)-  35 13 17.63673(N)    101 30 10.08453(W)     ADJUSTED  
 FL1770* NAVD 88     -      1069.     (meters)    3507.     (feet)  SCALED    
 FL1770  ___________________________________________________________________
 FL1770  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 FL1770  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL1770
 FL1770  HORZ ORDER  -  SECOND
 FL1770
 FL1770.The horizontal coordinates were established by classical geodetic methods
 FL1770.and adjusted by the National Geodetic Survey in February 1996..
 FL1770
 FL1770.The orthometric height was scaled from a topographic map.
 FL1770
 FL1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1770
 FL1770.The geoid height was determined by GEOID03.
 FL1770
 FL1770;                    North         East     Units Scale Factor Converg.
 FL1770;SPC TX N     - 1,135,516.338   199,744.991   MT  0.99991672   -0 00 05.8
 FL1770;SPC TX N     - 3,725,439.85    655,330.02   sFT  0.99991672   -0 00 05.8
 FL1770;UTM  14      - 3,900,484.795   272,208.124   MT  1.00023953   -1 26 38.7
 FL1770
 FL1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1770!SPC TX N     -   0.99983645  x   0.99991672  =   0.99975318
 FL1770!UTM  14      -   0.99983645  x   1.00023953  =   1.00007594
 FL1770
 FL1770|---------------------------------------------------------------------|
 FL1770| PID    Reference Object                     Distance      Geod. Az  |
 FL1770|                                                           dddmmss.s |
 FL1770| CJ6977 CORNER RM 2                          16.857 METERS 00032     |
 FL1770| FL1740 LEE SIDING WEST GRAIN ELEVATOR      APPROX. 8.7 KM 0030034.3 |
 FL1770| FL1741 LEE SIDING EAST GRAIN ELEV          APPROX. 8.8 KM 0034533.8 |
 FL1770| CJ6975 CORNER AZ MK                                       0882626.6 |
 FL1770| CJ6976 CORNER RM 1                          13.085 METERS 08955     |
 FL1770| FL1771 WASHBURN GRAIN ELEVATOR             APPROX. 8.2 KM 2342332.7 |
 FL1770| FL1773 CORNER 2                             21.690 METERS 35942     |
 FL1770|---------------------------------------------------------------------|
 FL1770
 FL1770                          SUPERSEDED SURVEY CONTROL
 FL1770
 FL1770  NAD 83(1993)-  35 13 17.64170(N)    101 30 10.08063(W) AD(       ) 2
 FL1770  NAD 83(1986)-  35 13 17.64355(N)    101 30 10.07558(W) AD(       ) 2
 FL1770  NAD 27      -  35 13 17.46100(N)    101 30 08.45100(W) AD(       ) 2
 FL1770
 FL1770.Superseded values are not recommended for survey control.
 FL1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1770.See file dsdata.txt to determine how the superseded data were derived.
 FL1770
 FL1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7220800485(NAD 83)
 FL1770_MARKER: DS = TRIANGULATION STATION DISK
 FL1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1770
 FL1770  HISTORY     - Date     Condition        Report By
 FL1770  HISTORY     - 1951     MONUMENTED       CGS
 FL1770  HISTORY     - 1956     GOOD             CGS
 FL1770  HISTORY     - 1965     GOOD             CGS
 FL1770
 FL1770                          STATION DESCRIPTION
 FL1770
 FL1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1770'THE STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY
 FL1770'66, ABOUT 16 MILES EAST OF AMARILLO, 5 MILES WEST OF CONWAY,
 FL1770'75 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 66, ABOUT
 FL1770'28 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD AND 6 FEET
 FL1770'WEST OF A FENCE CORNER.
 FL1770'
 FL1770'TO REACH, FROM THE JUNCTION OF HIGHWAYS 117 AND 66 IN CONWAY,
 FL1770'GO WEST, ON U.S. HIGHWAY 66, FOR 7.0 MILES TO SIDE ROAD RIGHT
 FL1770'AND THE STATION.
 FL1770'
 FL1770'THE STATION MARK IS A STANDARD DISK, STAMPED CORNER 1951, SET
 FL1770'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1770'ABOUT 2 INCHES.
 FL1770'
 FL1770'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CORNER
 FL1770'NO 1 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1770'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1770'AS THE STATION.  IT IS LOCATED 75 FEET NORTH OF THE CENTERLINE
 FL1770'OF U.S. HIGHWAY 66, ABOUT 28 FEET SOUTH OF THE CENTERLINE OF
 FL1770'THE DIRT ROAD AND 12 INCHES NORTH OF AN EAST-WEST FENCELINE.
 FL1770'
 FL1770'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CORNER
 FL1770'NO 2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1770'WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT 1-1/2 FEET HIGHER
 FL1770'THAN THE STATION.  IT IS LOCATED 25 FEET NORTH OF THE CENTERLINE
 FL1770'OF THE DIRT ROAD AND 2 FEET SOUTH OF AN EAST-WEST FENCELINE.
 FL1770'
 FL1770'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CORNER 1951, SET
 FL1770'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FL1770'ABOUT 4 INCHES.  IT IS LOCATED 30 FEET NORTH OF THE CENTERLINE
 FL1770'OF THE DIRT ROAD AND 1-1/2 FEET SOUTH OF AN EAST-WEST FENCELINE.
 FL1770'
 FL1770'TO REACH, FROM THE STATION, GO EAST, ON DIRT ROAD 0.5 MILE TO
 FL1770'THE AZIMUTH MARK.
 FL1770'
 FL1770'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
 FL1770
 FL1770                          STATION RECOVERY (1956)
 FL1770
 FL1770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1770'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1770'WAS UNABLE TO LOCATE REFERENCE MARKS AND AZIMUTH MARK.  THE
 FL1770'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT
 FL1770'S.H. 117 AT CONWAY IS NOW S.H. 15.
 FL1770
 FL1770                          STATION RECOVERY (1965)
 FL1770
 FL1770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 FL1770'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 FL1770'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND TO BE DESTROYED.
 FL1770'AT THE REQUEST OF THE TEXAS HIGHWAY DEPT., THE STATION SURFACE
 FL1770'MARK AND THE AZIMUTH MARK WERE DESTROYED, AFTER A NEW STATION
 FL1770'CORNER 2 WAS ESTABLISHED NORTH OF STATION CORNER 1951, DISTANCE
 FL1770'BEING 71.17 FEET, (21.693 METERS).  STATION CORNER 1951 SUB-MARK
 FL1770'WILL BE UNDER THE RAMP ROAD AFTER COMPLETION OF U.S. HIGHWAY
 FL1770'66 ROAD WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0904 ***********************************************************************
 GK0904  DESIGNATION -  CORNER
 GK0904  PID         -  GK0904
 GK0904  STATE/COUNTY-  TX/SHERMAN
 GK0904  USGS QUAD   -  PLEASURE POND (1974)
 GK0904
 GK0904                         *CURRENT SURVEY CONTROL
 GK0904  ___________________________________________________________________
 GK0904* NAD 83(1993)-  36 12 42.22636(N)    101 46 11.17720(W)     ADJUSTED  
 GK0904* NAVD 88     -      1073.     (meters)    3520.     (feet)  SCALED    
 GK0904  ___________________________________________________________________
 GK0904  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 GK0904  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 GK0904
 GK0904  HORZ ORDER  -  SECOND
 GK0904
 GK0904.The horizontal coordinates were established by classical geodetic methods
 GK0904.and adjusted by the National Geodetic Survey in February 1996..
 GK0904
 GK0904.The orthometric height was scaled from a topographic map.
 GK0904
 GK0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0904
 GK0904.The geoid height was determined by GEOID03.
 GK0904
 GK0904;                    North         East     Units Scale Factor Converg.
 GK0904;SPC TX N     - 1,245,404.896   175,741.463   MT  1.00000675   -0 09 22.8
 GK0904;SPC TX N     - 4,085,965.90    576,578.45   sFT  1.00000675   -0 09 22.8
 GK0904;UTM  14      - 4,010,989.859   251,006.538   MT  1.00036396   -1 38 13.7
 GK0904
 GK0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0904!SPC TX N     -   0.99983567  x   1.00000675  =   0.99984242
 GK0904!UTM  14      -   0.99983567  x   1.00036396  =   1.00019957
 GK0904
 GK0904|---------------------------------------------------------------------|
 GK0904| PID    Reference Object                     Distance      Geod. Az  |
 GK0904|                                                           dddmmss.s |
 GK0904| CM7872 CORNER RM 1                          25.987 METERS 07241     |
 GK0904| CM7871 CORNER AZ MK                                       0900212.0 |
 GK0904| CM7873 CORNER RM 2                          30.733 METERS 18353     |
 GK0904|---------------------------------------------------------------------|
 GK0904
 GK0904                          SUPERSEDED SURVEY CONTROL
 GK0904
 GK0904  NAD 83(1993)-  36 12 42.22582(N)    101 46 11.17742(W) AD(       ) 2
 GK0904  NAD 83(1986)-  36 12 42.23612(N)    101 46 11.16493(W) AD(       ) 2
 GK0904  NAD 27      -  36 12 42.12000(N)    101 46 09.56100(W) AD(       ) 2
 GK0904
 GK0904.Superseded values are not recommended for survey control.
 GK0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0904.See file dsdata.txt to determine how the superseded data were derived.
 GK0904
 GK0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5100710990(NAD 83)
 GK0904_MARKER: DS = TRIANGULATION STATION DISK
 GK0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0904_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0904
 GK0904  HISTORY     - Date     Condition        Report By
 GK0904  HISTORY     - 1952     MONUMENTED       CGS
 GK0904  HISTORY     - 1953     GOOD             CGS
 GK0904  HISTORY     - 1973     GOOD             USGS
 GK0904
 GK0904                          STATION DESCRIPTION
 GK0904
 GK0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0904'STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 GK0904'
 GK0904'THE STATION IS LOCATED ABOUT 20 MILES AIRLINE SOUTH AND 1
 GK0904'MILE EAST OF TEXHOMA, 12 MILES AIRLINE NORTH AND 3 MILES
 GK0904'EAST OF SUNRAY, 2 MILES SOUTH OF A FORK OF COLDWATER CREEK,
 GK0904'1/2 MILE NORTHWEST OF A WINDMILL, 1 MILE WEST OF A NORTH-SOUTH
 GK0904'ROAD IN PASTURE LAND OWNED BY MR. BIVINS OF AMARILLO.
 GK0904'
 GK0904'THE STATION IS A STANDARD DISK STAMPED CORNER 1952 SET IN
 GK0904'A CONCRETE CYLINDER THAT IS 12 FEET EAST OF A NORTH-SOUTH
 GK0904'FENCE, ABOUT 30 FEET SOUTH OF AN EAST-WEST FENCE AND PROJECTS
 GK0904'ABOUT 4 INCHES.
 GK0904'
 GK0904'R.M. 1, STAMPED CORNER NO 1 1952, IS A STANDARD USC AND GS
 GK0904'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS
 GK0904'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 70 FEET EAST NORTHEAST
 GK0904'OF THE STATION NEAR AN EAST-WEST FENCE.
 GK0904'
 GK0904'R.M. 2, STAMPED CORNER NO 2 1952 IS A STANDARD USC AND GS
 GK0904'BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS
 GK0904'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 70 FEET SOUTH OF THE
 GK0904'STATION NEAR A NORTH-SOUTH FENCE.
 GK0904'
 GK0904'THE AZIMUTH MARK, STAMPED CORNER 1952, IS A STANDARD USC AND
 GK0904'GS BRONZE DISK SET IN THE TOP OF A CONCRETE CLYINDER THAT
 GK0904'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 GK0904'IT IS 0.5 MILE EAST OF THE STATION NEAR AN EAST-WEST FENCE
 GK0904'LINE.
 GK0904'
 GK0904'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD STATION, IN
 GK0904'THE NORTH EDGE OF SUNRAY, AT THE JUNCTION OF STATE HIGHWAY
 GK0904'119 AND FARM ROAD 1266 GO NORTH, ON STATE HIGHWAY 119 FOR
 GK0904'7.9 MILES TO AN EAST-WEST ROAD.  TURN RIGHT AND GO EASTERLY
 GK0904'0.2 MILE TO A SIDE ROAD NORTH.  TURN LEFT AND GO NORTH 3.0
 GK0904'MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST 4.0 MILES TO
 GK0904'A CROSSROAD.  TURN LEFT AND GO NORTH 2.0 MILES TO A CATTLE
 GK0904'GUARD IN AN EAST WEST FENCE.  TURN LEFT AND GO WEST ALONG
 GK0904'THE SOUTH SIDE OF FENCE FOR 1.0 MILE TO THE JUNCTION OF AN
 GK0904'EAST-WEST AND A NORTH-SOUTH FENCE AND THE STATION.
 GK0904
 GK0904                          STATION RECOVERY (1953)
 GK0904
 GK0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0904'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF A FENCE INTERSECTION,
 GK0904'1.0 MILE EAST OF A NORTH-SOUTH ROAD, AIRLINE, ABOUT 18
 GK0904'MILES NORTHEAST OF ETTER AND 13-1/4 MILES NORTH NORTHEAST
 GK0904'OF SUNRAY AND ON THE PROPERTY OF MR. BIVENS WHO LIVES IN
 GK0904'AMARILLO.
 GK0904'
 GK0904'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD STATION AT
 GK0904'THE NORTH EDGE OF SUNRAY, GO NORTH ON STATE HIGHWAY 119 FOR
 GK0904'7.9 MILES TO A CROSS ROAD.  TURN RIGHT, EAST, AND GO 0.2
 GK0904'MILE.  TURN LEFT, NORTH, AND GO 3.0 MILES TO A CROSS ROAD.
 GK0904'TURN RIGHT, EAST, AND GO 4.0 MILES TO A CROSS ROAD.  TURN LEFT,
 GK0904'NORTH, AND GO 2.0 MILES TO A CATTLE GUARD AND AN EAST-WEST
 GK0904'FENCE.  TURN LEFT ALONG THE SOUTH SIDE OF THE FENCE LINE
 GK0904'AND GO 0.5 MILE TO THE AZIMUTH MARK IN THE FENCE LINE.
 GK0904'CONTINUE ALONG THE FENCE LINE FOR 0.6 MILE TO THE STATION.
 GK0904'
 GK0904'STATION MARK, STAMPED CORNER 1952, IS A STANDARD DISK SET
 GK0904'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GK0904'AND PROJECTING 1 INCH.  IT IS 21.0 FEET NORTHEAST OF A WITNESS
 GK0904'POST AND 10.0 FEET EAST OF THE FENCE LINE.
 GK0904'
 GK0904'REFERENCE MARK NUMBER 1, STAMPED CORNER NO 1 1952, IS A
 GK0904'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GK0904'INCHES IN DIAMETER, PROJECTING 3 INCHES AND AT THE SAME
 GK0904'ELEVATION AS THE STATION.  IT IS 12 INCHES SOUTH OF THE
 GK0904'FENCE LINE.
 GK0904'
 GK0904'REFERENCE MARK NUMBER 2, STAMPED CORNER NO 2 1952, IS A STANDARD
 GK0904'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK0904'DIAMETER, PROJECTING 6 INCHES AND AT THE SAME ELEVATION AS
 GK0904'THE STATION.  IT IS 2 FEET EAST OF THE FENCE LINE.
 GK0904'
 GK0904'AZIMUTH MARK, STAMPED CORNER 1952, IS A STANDARD DISK SET
 GK0904'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GK0904'AND PROJECTING 3 INCHES.  IT IS 12 INCHES SOUTH OF THE FENCE
 GK0904'LINE AND 35.0 FEET NORTH OF THE CENTERLINE OF THE TRACK
 GK0904'ROAD.
 GK0904'
 GK0904'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GK0904
 GK0904                          STATION RECOVERY (1973)
 GK0904
 GK0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WHL)
 GK0904'THE BASE OF THE TRI-STATION WAS RECOVERED AS DESCRIBED, HOWEVER,
 GK0904'NONE OF THE OTHER REFERENCE MARKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0827 ***********************************************************************
 BP0827  DESIGNATION -  CORNER
 BP0827  PID         -  BP0827
 BP0827  STATE/COUNTY-  TX/PECOS
 BP0827  USGS QUAD   -  SHERBINO MESA (1969)
 BP0827
 BP0827                         *CURRENT SURVEY CONTROL
 BP0827  ___________________________________________________________________
 BP0827* NAD 83(1993)-  30 48 50.36484(N)    102 16 34.67200(W)     ADJUSTED  
 BP0827* NAVD 88     -       979.     (meters)    3212.     (feet)  SCALED    
 BP0827  ___________________________________________________________________
 BP0827  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BP0827  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BP0827
 BP0827  HORZ ORDER  -  THIRD
 BP0827
 BP0827.The horizontal coordinates were established by classical geodetic methods
 BP0827.and adjusted by the National Geodetic Survey in February 1996..
 BP0827
 BP0827.The orthometric height was scaled from a topographic map.
 BP0827
 BP0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0827
 BP0827.The geoid height was determined by GEOID03.
 BP0827
 BP0827;                    North         East     Units Scale Factor Converg.
 BP0827;SPC TX C     - 3,128,809.932   514,109.854   MT  0.99988706   -1 00 02.7
 BP0827;SPC TX C     -10,265,103.92  1,686,708.75   sFT  0.99988706   -1 00 02.7
 BP0827;UTM  13      - 3,412,161.791   760,571.449   MT  1.00043764   +1 23 45.6
 BP0827
 BP0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0827!SPC TX C     -   0.99984987  x   0.99988706  =   0.99973695
 BP0827!UTM  13      -   0.99984987  x   1.00043764  =   1.00028745
 BP0827
 BP0827:                Primary Azimuth Mark                     Grid Az
 BP0827:SPC TX C     -  TOWER                                    189 37 17.1
 BP0827:UTM  13      -  TOWER                                    187 13 28.8
 BP0827
 BP0827|---------------------------------------------------------------------|
 BP0827| PID    Reference Object                     Distance      Geod. Az  |
 BP0827|                                                           dddmmss.s |
 BP0827| BP0828 TOWER                               APPROX. 6.9 KM 1883714.4 |
 BP0827|---------------------------------------------------------------------|
 BP0827
 BP0827                          SUPERSEDED SURVEY CONTROL
 BP0827
 BP0827  NAD 83(1986)-  30 48 50.37091(N)    102 16 34.66452(W) AD(       ) 3
 BP0827  NAD 27      -  30 48 49.79549(N)    102 16 33.17750(W) AD(       ) 3
 BP0827
 BP0827.Superseded values are not recommended for survey control.
 BP0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0827.See file dsdata.txt to determine how the superseded data were derived.
 BP0827
 BP0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ6057112162(NAD 83)
 BP0827_MARKER: DB = BENCH MARK DISK
 BP0827_SETTING: 80 = SET IN A BOULDER
 BP0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0827+STABILITY: SURFACE MOTION
 BP0827
 BP0827  HISTORY     - Date     Condition        Report By
 BP0827  HISTORY     - 1920     MONUMENTED       USGS
 BP0827
 BP0827                          STATION DESCRIPTION
 BP0827
 BP0827'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 BP0827'THE STATION IS LOCATED ON THE NORTHERN PART OF A MESA, ABOUT 5 MI.
 BP0827'AIR  SSE. OF BAKERSFIELD, TEXAS, ABOUT 350 FT. NE. OF FENCE CORNER.
 BP0827'
 BP0827'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND FARM
 BP0827'RD. 11 IN BAKERSFIELD, TEXAS, GO W. ON U.S. HIGHWAY 290 FOR 0.1 MI.,
 BP0827'THEN S. ON A GRADED RD. FOR 3.7 MI. TO A RD. FORK.  TAKE LEFT FORK AND
 BP0827'FOLLOW MAIN RD. SOUTH FOR 2.0 MI. TO RD. FORK, THEN LEFT FOR 0.2 MI.
 BP0827'TO RD. FORK, THEN LEFT E. ON TRACK RD. FOR 0.45 MI. TO RD. FORK, THEN
 BP0827'LEFT FOR  0.5 MI. TO A GATE JUST E. OF RD. FORK.  PASS THRU GATE AND
 BP0827'FOLLOW RD. NE. FOR 1.25 MI. TO GATE.  GO THRU GATE AND DRIVE NE. ALONG
 BP0827'SE. SIDE OF FENCE FOR 0.2 MI. TO FENCE CORNER.  THE STATION IS ABOUT
 BP0827'350 FT. NE. FROM THIS POINT.
 BP0827'
 BP0827'STATION MARK - A USGS ALUMINUM BM TABLET STAMPED --- CORNER 1920 ---
 BP0827'AND SET IN A BOULDER, FLUSHED WITH THE GROUND.
 BP0827'
 BP0827'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1358 ***********************************************************************
 CR1358  DESIGNATION -  CORNER
 CR1358  PID         -  CR1358
 CR1358  STATE/COUNTY-  TX/PANOLA
 CR1358  USGS QUAD   -  CARTHAGE (1983)
 CR1358
 CR1358                         *CURRENT SURVEY CONTROL
 CR1358  ___________________________________________________________________
 CR1358* NAD 83(1993)-  32 09 30.65640(N)    094 20 18.35689(W)     ADJUSTED  
 CR1358* NAVD 88     -        91.7    (meters)     301.     (feet)  VERTCON   
 CR1358  ___________________________________________________________________
 CR1358  X           -    -408,858.492 (meters)                     COMP
 CR1358  Y           -  -5,389,291.705 (meters)                     COMP
 CR1358  Z           -   3,375,360.021 (meters)                     COMP
 CR1358  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 CR1358  ELLIP HEIGHT-          65.59  (meters)          (02/16/96) GPS OBS
 CR1358  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CR1358
 CR1358  HORZ ORDER  -  THIRD
 CR1358  ELLP ORDER  -  FIFTH     CLASS I
 CR1358
 CR1358.The horizontal coordinates were established by GPS observations
 CR1358.and adjusted by the National Geodetic Survey in February 1996..
 CR1358
 CR1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1358
 CR1358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1358
 CR1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1358
 CR1358.The ellipsoidal height was determined by GPS observations
 CR1358.and is referenced to NAD 83.
 CR1358
 CR1358.The geoid height was determined by GEOID03.
 CR1358
 CR1358;                    North         East     Units Scale Factor Converg.
 CR1358;SPC TXNC     - 2,062,317.044   992,456.179   MT  0.99999312   +2 16 10.9
 CR1358;SPC TXNC     - 6,766,118.50  3,256,083.31   sFT  0.99999312   +2 16 10.9
 CR1358;UTM  15      - 3,558,790.890   373,790.871   MT  0.99979644   -0 42 45.0
 CR1358
 CR1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1358!SPC TXNC     -   0.99998970  x   0.99999312  =   0.99998282
 CR1358!UTM  15      -   0.99998970  x   0.99979644  =   0.99978614
 CR1358
 CR1358                          SUPERSEDED SURVEY CONTROL
 CR1358
 CR1358  ELLIP H (01/21/93)   65.38   (m)                       GP(       ) 4 2
 CR1358  NAD 83(1986)-  32 09 30.66019(N)    094 20 18.34000(W) AD(       ) 3
 CR1358  NAD 27      -  32 09 30.10386(N)    094 20 17.63105(W) AD(       ) 3
 CR1358  NGVD 29 (12/08/88)   91.7    (m)          301.     (f) GPS OBS        
 CR1358
 CR1358.Superseded values are not recommended for survey control.
 CR1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1358.See file dsdata.txt to determine how the superseded data were derived.
 CR1358
 CR1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7379158791(NAD 83)
 CR1358_MARKER: I = METAL ROD
 CR1358_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1358_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1358_STAMPING: CORNER 1987
 CR1358_MARK LOGO: NGS   
 CR1358_MAGNETIC: I = MARKER IS A STEEL ROD
 CR1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1358+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1988
 CR1358
 CR1358  HISTORY     - Date     Condition        Report By
 CR1358  HISTORY     - 1987     MONUMENTED       NGS
 CR1358  HISTORY     - 19880204 GOOD
 CR1358  HISTORY     - 1990     GOOD             USPSQD
 CR1358  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR1358
 CR1358                          STATION DESCRIPTION
 CR1358
 CR1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1358'THE STATION IS LOCATED IN CARTHAGE ON THE PROPERTY OF THE BLUEBONNET
 CR1358'CLEANERS.  OWNERSHIP--BOBBY EMBERTON, 215 NORTH SHELBY
 CR1358'STREET,CARTHAGE, TX 75633.  TELEPHONE NUMBER 214-693-6491 OR
 CR1358'HOME214-693-8497.
 CR1358'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND U.S.
 CR1358'HIGHWAY 59 BUSINESS, AT THE NORTHWEST CORNER OF THE SQUARE IN
 CR1358'CARTHAGE. GO NORTH ON U.S. HIGHWAY 59 BUSINESS
 CR1358'(NORTH ST MARYS STREET) FOR 0.16 KM (0.10 MI) TO NORTH SHELBY STREET
 CR1358'ON THE RIGHT.  TURN RIGHT AND GO EAST ON NORTH SHALBY STREET FOR
 CR1358'ABOUT 200 M (656.2 FT) TO THE STATION ON THE RIGHT, IN THE
 CR1358'NORTHWESTCORNER OF THE BLUEBONNET CLEANERS PARKING LOT.
 CR1358'THE MARK IS 20 M (65.6 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 CR1358'THE CLEANERS BUILDING, 3.1 M (10.2 FT) SOUTHEAST OF A FIRE HYDRANT,
 CR1358'11.2 M (36.7 FT) SOUTH OF THE CENTER OF NORTH SHELBY STREET, AND
 CR1358'0.6M(2.0 FT) NORTH OF THE END OF A CHAINLINK FENCE.
 CR1358'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1358'DESCRIBED BY V.L.F.
 CR1358
 CR1358                          STATION RECOVERY (1988)
 CR1358
 CR1358'RECOVERED 1988
 CR1358'RECOVERED IN GOOD CONDITION.
 CR1358
 CR1358                          STATION RECOVERY (1990)
 CR1358
 CR1358'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CR1358'RECOVERED IN GOOD CONDITION.
 CR1358
 CR1358                          STATION RECOVERY (1998)
 CR1358
 CR1358'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1773 ***********************************************************************
 FL1773  DESIGNATION -  CORNER 2
 FL1773  PID         -  FL1773
 FL1773  STATE/COUNTY-  TX/CARSON
 FL1773  USGS QUAD   -  WASHBURN (1973)
 FL1773
 FL1773                         *CURRENT SURVEY CONTROL
 FL1773  ___________________________________________________________________
 FL1773* NAD 83(1993)-  35 13 18.34054(N)    101 30 10.08902(W)     ADJUSTED  
 FL1773* NAVD 88     -      1069.     (meters)    3507.     (feet)  SCALED    
 FL1773  ___________________________________________________________________
 FL1773  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 FL1773  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL1773
 FL1773  HORZ ORDER  -  THIRD
 FL1773
 FL1773.The horizontal coordinates were established by classical geodetic methods
 FL1773.and adjusted by the National Geodetic Survey in February 1996..
 FL1773.No horizontal observational check was made to the station.
 FL1773
 FL1773.The orthometric height was scaled from a topographic map.
 FL1773
 FL1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1773
 FL1773.The geoid height was determined by GEOID03.
 FL1773
 FL1773;                    North         East     Units Scale Factor Converg.
 FL1773;SPC TX N     - 1,135,538.027   199,744.878   MT  0.99991670   -0 00 05.8
 FL1773;SPC TX N     - 3,725,511.01    655,329.65   sFT  0.99991670   -0 00 05.8
 FL1773;UTM  14      - 3,900,506.486   272,208.557   MT  1.00023952   -1 26 38.7
 FL1773
 FL1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1773!SPC TX N     -   0.99983645  x   0.99991670  =   0.99975316
 FL1773!UTM  14      -   0.99983645  x   1.00023952  =   1.00007593
 FL1773
 FL1773|---------------------------------------------------------------------|
 FL1773| PID    Reference Object                     Distance      Geod. Az  |
 FL1773|                                                           dddmmss.s |
 FL1773| CJ6982 CORNER 2 RM 3                        22.541 METERS 08757     |
 FL1773| CJ6981 CORNER 2 AZ MK                                     0891941.6 |
 FL1773| CJ6975 CORNER AZ MK                                       0895652.2 |
 FL1773| FL1770 CORNER                               21.690 METERS 17942     |
 FL1773| CJ6983 CORNER 2 RM 4                        23.144 METERS 27018     |
 FL1773|---------------------------------------------------------------------|
 FL1773
 FL1773                          SUPERSEDED SURVEY CONTROL
 FL1773
 FL1773  NAD 83(1993)-  35 13 18.34550(N)    101 30 10.08511(W) AD(       ) 3
 FL1773  NAD 83(1986)-  35 13 18.34735(N)    101 30 10.08006(W) AD(       ) 3
 FL1773  NAD 27      -  35 13 18.16482(N)    101 30 08.45547(W) AD(       ) 3
 FL1773
 FL1773.Superseded values are not recommended for survey control.
 FL1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1773.See file dsdata.txt to determine how the superseded data were derived.
 FL1773
 FL1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7220900506(NAD 83)
 FL1773_MARKER: DS = TRIANGULATION STATION DISK
 FL1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1773
 FL1773  HISTORY     - Date     Condition        Report By
 FL1773  HISTORY     - 1965     MONUMENTED       CGS
 FL1773
 FL1773                          STATION DESCRIPTION
 FL1773
 FL1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 FL1773'THE STATION IS ABOUT 16 MILES EAST OF AMARILLO, 5 MILES
 FL1773'WEST OF CONWAY, AND ALONG THE NORTH SIDE OF U.S. HIGHWAY
 FL1773'66 ON STATE PROPERTY.
 FL1773'
 FL1773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15
 FL1773'AND U.S. HIGHWAY 66 IN CONWAY, GO WEST ALONG U.S. HIGHWAY
 FL1773'66 FOR 7.0 MILES TO INTERSTATE HIGHWAY 40 AND THE STATION.
 FL1773'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 FL1773'NORTH SURFACE ALONG INTERSTATE HIGHWAY 40 FOR 0.5 MILE TO
 FL1773'THE AZIMUTH MARK.
 FL1773'
 FL1773'STATION MARKS ARE STANDARD DISKS STAMPED CORNER 2 1965.  THE
 FL1773'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 FL1773'PROJECTS 2 INCHES.  IT IS 34 FEET NORTH OF THE CENTER LINE OF
 FL1773'THE NORTH SERVICE ROAD, 40 FEET WEST OF A T-FENCE CORNER,
 FL1773'68 FEET EAST OF A GUYED POWER LINE POLE, 2 FEET SOUTH OF THE
 FL1773'RIGHT-OF-WAY FENCE, AND 2 FEET SOUTHWEST OF A METAL WITNESS
 FL1773'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 FL1773'CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 FL1773'
 FL1773'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CORNER 2 NO 3
 FL1773'1965, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 FL1773'ABOUT 4 INCHES.  IT IS 36 FEET NORTH OF THE CENTER LINE OF
 FL1773'THE SERVICE ROAD, 34 FEET EAST OF THE T-FENCE CORNER, AND AT
 FL1773'TEXAS HIGHWAY DEPARTMENT HIGHWAY BASE STATION 389 + 86.
 FL1773'
 FL1773'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CORNER 2 NO 4
 FL1773'1965, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 FL1773'ABOUT 4 INCHES.  IT IS 35 FEET NORTH OF THE CENTER LINE OF THE
 FL1773'SERVICE ROAD, 8 FEET WEST OF THE GUYED POWER LINE POLE, AND
 FL1773'AT TEXAS HIGHWAY DEPARTMENT BASE STATION 388 + 36.
 FL1773'
 FL1773'AZIMUTH MARK, A STANDARD DISK STAMPED CORNER 2 1965, IS SET
 FL1773'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 2
 FL1773'INCHES.  IT IS 35 FEET NORTH OF THE CENTER LINE OF THE SERVICE
 FL1773'ROAD, 6 FEET WEST OF A POWER LINE POLE, 1 FOOT EAST OF A
 FL1773'METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT HIGHWAY
 FL1773'BASE STATION 416 + 09.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8140 ***********************************************************************
 DE8140  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8140  DESIGNATION -  CORNERSTONE COOP CORS ARP
 DE8140  CORS_ID     -  CMS1
 DE8140  PID         -  DE8140
 DE8140  STATE/COUNTY-  TX/HARRIS
 DE8140  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 DE8140
 DE8140                         *CURRENT SURVEY CONTROL
 DE8140  ___________________________________________________________________
 DE8140* NAD 83(CORS)-  29 47 07.14420(N)    095 27 21.53599(W)     ADJUSTED  
 DE8140* NAVD 88     -                                                        
 DE8140  ___________________________________________________________________
 DE8140  EPOCH DATE  -        2002.00
 DE8140  X           -    -526,759.665 (meters)                     COMP
 DE8140  Y           -  -5,515,015.279 (meters)                     COMP
 DE8140  Z           -   3,149,740.817 (meters)                     COMP
 DE8140  ELLIP HEIGHT-          -2.62  (meters)          (10/??/02) GPS OBS
 DE8140  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DE8140
 DE8140  HORZ ORDER  -  SPECIAL (CORS)
 DE8140  ELLP ORDER  -  SPECIAL (CORS)
 DE8140
 DE8140.ITRF positions are available for this station.
 DE8140.The coordinates were established by GPS observations
 DE8140.and adjusted by the National Geodetic Survey in October 2002..
 DE8140.The coordinates are valid at the epoch date displayed above.
 DE8140.The epoch date for horizontal control is a decimal equivalence
 DE8140.of Year/Month/Day.
 DE8140
 DE8140
 DE8140.The PID for the CORS L1 Phase Center is DG5349.
 DE8140
 DE8140.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8140
 DE8140.The ellipsoidal height was determined by GPS observations
 DE8140.and is referenced to NAD 83.
 DE8140
 DE8140.The geoid height was determined by GEOID03.
 DE8140
 DE8140;                    North         East     Units Scale Factor Converg.
 DE8140;SPC TXSC     - 4,221,524.770   942,593.951   MT  0.99989404   +1 44 10.5
 DE8140;SPC TXSC     -13,850,119.18  3,092,493.65   sFT  0.99989404   +1 44 10.5
 DE8140
 DE8140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8140!SPC TXSC     -   1.00000041  x   0.99989404  =   0.99989445
 DE8140
 DE8140                          SUPERSEDED SURVEY CONTROL
 DE8140
 DE8140.No superseded survey control is available for this station.
 DE8140
 DE8140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6258197526(NAD 83)
 DE8140_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE8140
 DE8140                          STATION DESCRIPTION
 DE8140
 DE8140'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE8140'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE8140'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE8140'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE8140'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE8140'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5349 ***********************************************************************
 DG5349  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5349  DESIGNATION -  CORNERSTONE COOP CORS L1 PHASE CENTER
 DG5349  CORS_ID     -  CMS1
 DG5349  PID         -  DG5349
 DG5349  STATE/COUNTY-  TX/HARRIS
 DG5349  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 DG5349
 DG5349                         *CURRENT SURVEY CONTROL
 DG5349  ___________________________________________________________________
 DG5349* NAD 83(CORS)-  29 47 07.14428(N)    095 27 21.53594(W)     ADJUSTED  
 DG5349* NAVD 88     -                                                        
 DG5349  ___________________________________________________________________
 DG5349  EPOCH DATE  -        2002.00
 DG5349  X           -    -526,759.672 (meters)                     COMP
 DG5349  Y           -  -5,515,015.365 (meters)                     COMP
 DG5349  Z           -   3,149,740.869 (meters)                     COMP
 DG5349  ELLIP HEIGHT-          -2.52  (meters)          (10/??/02) GPS OBS
 DG5349  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DG5349
 DG5349  HORZ ORDER  -  SPECIAL (CORS)
 DG5349  ELLP ORDER  -  SPECIAL (CORS)
 DG5349
 DG5349.ITRF positions are available for this station.
 DG5349.The coordinates were established by GPS observations
 DG5349.and adjusted by the National Geodetic Survey in October 2002..
 DG5349.The coordinates are valid at the epoch date displayed above.
 DG5349.The epoch date for horizontal control is a decimal equivalence
 DG5349.of Year/Month/Day.
 DG5349
 DG5349
 DG5349.The PID for the CORS ARP is DE8140.
 DG5349
 DG5349.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5349
 DG5349.The ellipsoidal height was determined by GPS observations
 DG5349.and is referenced to NAD 83.
 DG5349
 DG5349.The geoid height was determined by GEOID03.
 DG5349
 DG5349;                    North         East     Units Scale Factor Converg.
 DG5349;SPC TXSC     - 4,221,524.773   942,593.952   MT  0.99989404   +1 44 10.5
 DG5349;SPC TXSC     -13,850,119.19  3,092,493.66   sFT  0.99989404   +1 44 10.5
 DG5349
 DG5349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5349!SPC TXSC     -   1.00000040  x   0.99989404  =   0.99989444
 DG5349
 DG5349                          SUPERSEDED SURVEY CONTROL
 DG5349
 DG5349.No superseded survey control is available for this station.
 DG5349
 DG5349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6258197526(NAD 83)
 DG5349_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5349
 DG5349                          STATION DESCRIPTION
 DG5349
 DG5349'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5349'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5349'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5349'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5349'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5349'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1257 ***********************************************************************
 DM1257  DESIGNATION -  CORNETT
 DM1257  PID         -  DM1257
 DM1257  STATE/COUNTY-  TX/CASS
 DM1257  USGS QUAD   -  MARIETTA (1976)
 DM1257
 DM1257                         *CURRENT SURVEY CONTROL
 DM1257  ___________________________________________________________________
 DM1257* NAD 83(1993)-  33 08 09.89931(N)    094 34 14.45699(W)     ADJUSTED  
 DM1257* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 DM1257  ___________________________________________________________________
 DM1257  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DM1257  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM1257
 DM1257  HORZ ORDER  -  THIRD
 DM1257
 DM1257.The horizontal coordinates were established by classical geodetic methods
 DM1257.and adjusted by the National Geodetic Survey in February 1996..
 DM1257
 DM1257.The orthometric height was scaled from a topographic map.
 DM1257
 DM1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1257
 DM1257.The geoid height was determined by GEOID03.
 DM1257
 DM1257;                    North         East     Units Scale Factor Converg.
 DM1257;SPC TXNC     - 2,169,798.455   966,510.829   MT  0.99987370   +2 08 34.9
 DM1257;SPC TXNC     - 7,118,747.10  3,170,960.94   sFT  0.99987370   +2 08 34.9
 DM1257;UTM  15      - 3,667,471.185   353,491.600   MT  0.99986465   -0 51 31.4
 DM1257
 DM1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1257!SPC TXNC     -   0.99998584  x   0.99987370  =   0.99985954
 DM1257!UTM  15      -   0.99998584  x   0.99986465  =   0.99985049
 DM1257
 DM1257|---------------------------------------------------------------------|
 DM1257| PID    Reference Object                     Distance      Geod. Az  |
 DM1257|                                                           dddmmss.s |
 DM1257| CX5630 CORNETT RM 1                         42.160 METERS 00232     |
 DM1257| DM1237 TX+IL NATURAL GAS RELAY TOWER       APPROX.10.5 KM 0665259.4 |
 DM1257| CX5629 CORNETT AZ MK                                      2010116.8 |
 DM1257| CX5631 CORNETT RM 2                         44.860 METERS 30719     |
 DM1257|---------------------------------------------------------------------|
 DM1257
 DM1257                          SUPERSEDED SURVEY CONTROL
 DM1257
 DM1257  NAD 83(1993)-  33 08 09.90189(N)    094 34 14.44950(W) AD(       ) 3
 DM1257  NAD 83(1986)-  33 08 09.90393(N)    094 34 14.44628(W) AD(       ) 3
 DM1257  NAD 27      -  33 08 09.45310(N)    094 34 13.72320(W) AD(       ) 3
 DM1257
 DM1257.Superseded values are not recommended for survey control.
 DM1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1257.See file dsdata.txt to determine how the superseded data were derived.
 DM1257
 DM1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS5349267471(NAD 83)
 DM1257_MARKER: DS = TRIANGULATION STATION DISK
 DM1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1257
 DM1257  HISTORY     - Date     Condition        Report By
 DM1257  HISTORY     - 1958     MONUMENTED       CGS
 DM1257
 DM1257                          STATION DESCRIPTION
 DM1257
 DM1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1257'THE STATION IS LOCATED ON THE HIGHEST POINT OF A CULTIVATED
 DM1257'HILL, 0.4 MILE NORTH OF THE VILLAGE OF CORNETT, 10.7 MILES
 DM1257'NORTH OF HUGHES SPRINGS AND ABOUT 5.2 MILES SOUTH OF MARIETTA.
 DM1257'THE MARK IS SET ABOUT 16 INCHES BELOW THE SURFACE OF THE
 DM1257'GROUND NEAR THE CENTER OF HILL.  THE DISK IS STAMPED CORNETT
 DM1257'1958.
 DM1257'
 DM1257'REFERENCE MARK NO. 1 IS SET ON A TERRACE AT THE EAST BASE OF
 DM1257'A GROUP OF SMALL TREES.  THE MARK IS A STANDARD DISK IN THE TOP OF
 DM1257'A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED
 DM1257'CORNETT NO 1 1958.
 DM1257'
 DM1257'REFERENCE MARK NO. 2 IS SET ON A TERRACE NEAR THE WEST END
 DM1257'OF A SHORT ROW OF SMALL TREES.  THE MARK IS A STANDARD DISK
 DM1257'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 DM1257'AND IS STAMPED CORNETT NO 2 1958.
 DM1257'
 DM1257'THE AZIMUTH MARK IS LOCATED ABOUT 0.1 MILE NORTH OF AN S-CURVE
 DM1257'OF STATE HIGHWAY 250 IN CORNETT, 43 FEET EAST OF THE CENTER
 DM1257'LINE OF THE HIGHWAY, 8.8 FEET NORTH NORTHEAST OF A RIGHT-OF-WAY
 DM1257'MARKER AND 1 FOOT WEST OF THE FENCE LINE.  THE MARK IS A STANDARD
 DM1257'DISK IN THE TOP OF A CONCRETE MONUMENT PROJECTING 4 INCHES AND IS
 DM1257'STAMPED CORNETT 1958.
 DM1257'
 DM1257'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 DM1257'250 AND 11 AT THE EAST EDGE OF HUGHES SPRINGS, GO NORTH
 DM1257'ON STATE HIGHWAY 250 FOR 10.5 MILES, PASSING THROUGH CORNETT,
 DM1257'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 DM1257'NORTH 0.2 MILE TO A FARM DRIVEWAY.  TURN RIGHT INTO THE
 DM1257'DRIVEWAY, PASSING TO THE RIGHT OF THE FARM HOUSE, THEN LEFT
 DM1257'TO THE NORTH SIDE OF BARN TO A WIRE GATE.  PASS THROUGH THE
 DM1257'WIRE GATE AND GO ABOUT 0.15 MILE TO TOP OF SANDY HILL AND
 DM1257'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3190 ***********************************************************************
 CS3190  SACS        -  This is a Secondary Airport Control Station.
 CS3190  DESIGNATION -  CORPORT
 CS3190  PID         -  CS3190
 CS3190  STATE/COUNTY-  TX/NAVARRO
 CS3190  USGS QUAD   -  CORSICANA (1978)
 CS3190
 CS3190                         *CURRENT SURVEY CONTROL
 CS3190  ___________________________________________________________________
 CS3190* NAD 83(1993)-  32 01 34.28598(N)    096 23 47.25797(W)     ADJUSTED  
 CS3190* NAVD 88     -       133.06   (meters)     436.5    (feet)  GPS OBS   
 CS3190  ___________________________________________________________________
 CS3190  X           -    -603,005.560 (meters)                     COMP
 CS3190  Y           -  -5,378,915.298 (meters)                     COMP
 CS3190  Z           -   3,362,951.017 (meters)                     COMP
 CS3190  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 CS3190  ELLIP HEIGHT-         107.56  (meters)          (07/03/01) GPS OBS
 CS3190  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS3190
 CS3190  HORZ ORDER  -  FIRST
 CS3190  ELLP ORDER  -  FOURTH    CLASS II
 CS3190
 CS3190.This mark is at C David Campbell Fld-Corsicana Muni (CRS Airport (CRS)
 CS3190
 CS3190.The horizontal coordinates were established by GPS observations
 CS3190.and adjusted by the National Geodetic Survey in September 1996..
 CS3190
 CS3190.The orthometric height was determined by GPS observations and a
 CS3190.high-resolution geoid model.
 CS3190
 CS3190.GPS derived orthometric heights for airport stations designated as
 CS3190.PACS or SACS are published to 2 decimal places.  This maintains
 CS3190.centimeter relative accuracy between the PACS and SACS.  It does
 CS3190.not indicate centimeter accuracy relative to other marks which are
 CS3190.part of the NAVD 88 network.
 CS3190
 CS3190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3190
 CS3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3190
 CS3190.The ellipsoidal height was determined by GPS observations
 CS3190.and is referenced to NAD 83.
 CS3190
 CS3190.The geoid height was determined by GEOID03.
 CS3190
 CS3190;                    North         East     Units Scale Factor Converg.
 CS3190;SPC TXNC     - 2,041,858.676   798,706.490   MT  1.00003140   +1 08 50.1
 CS3190;SPC TXNC     - 6,698,998.01  2,620,422.88   sFT  1.00003140   +1 08 50.1
 CS3190;UTM  14      - 3,546,302.572   745,885.591   MT  1.00034568   +1 22 52.9
 CS3190
 CS3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3190!SPC TXNC     -   0.99998311  x   1.00003140  =   1.00001451
 CS3190!UTM  14      -   0.99998311  x   1.00034568  =   1.00032879
 CS3190
 CS3190:                Primary Azimuth Mark                     Grid Az
 CS3190:SPC TXNC     -  CORPORT AZ MK                            143 45 04.4
 CS3190:UTM  14      -  CORPORT AZ MK                            143 31 01.6
 CS3190
 CS3190|---------------------------------------------------------------------|
 CS3190| PID    Reference Object                     Distance      Geod. Az  |
 CS3190|                                                           dddmmss.s |
 CS3190| CS3191 CORPORT AZ MK                       APPROX. 0.5 KM 1445354.5 |
 CS3190|---------------------------------------------------------------------|
 CS3190
 CS3190                          SUPERSEDED SURVEY CONTROL
 CS3190
 CS3190  ELLIP H (09/13/96)  107.67   (m)                       GP(       ) 4 2
 CS3190  NAD 83(1993)-  32 01 34.28823(N)    096 23 47.25848(W) AD(       ) 3
 CS3190  ELLIP H (02/16/96)  107.82   (m)                       GP(       ) 5 1
 CS3190  NAD 83(1986)-  32 01 34.29650(N)    096 23 47.24069(W) AD(       ) 3
 CS3190  NAD 27      -  32 01 33.72966(N)    096 23 46.31125(W) AD(       ) 3
 CS3190  NGVD 29 (12/08/88)  132.9    (m)          436.     (f) GPS OBS        
 CS3190
 CS3190.Superseded values are not recommended for survey control.
 CS3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3190.See file dsdata.txt to determine how the superseded data were derived.
 CS3190
 CS3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA4588646303(NAD 83)
 CS3190_MARKER: I = METAL ROD
 CS3190_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3190_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3190_STAMPING: CORPORT AZ MK 1994
 CS3190_MARK LOGO: NGS   
 CS3190_MAGNETIC: I = MARKER IS A STEEL ROD
 CS3190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3190+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1994
 CS3190
 CS3190  HISTORY     - Date     Condition        Report By
 CS3190  HISTORY     - 1987     MONUMENTED       NGS
 CS3190  HISTORY     - 19880209 GOOD
 CS3190  HISTORY     - 19941128 SEE DESCRIPTION  NGS
 CS3190
 CS3190                          STATION DESCRIPTION
 CS3190
 CS3190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3190'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHEAST OF CORSICANA AT
 CS3190'THE CORSICANA MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CORSICANA C/O
 CS3190'G.W. CUMBIE, BOX 1133. CORSICANA TX 75110.  TELEPHONE
 CS3190'NUMBER214-874-4541.
 CS3190'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND
 CS3190'U.S. HIGHWAY 287 AT THE SOUTHEAST SIDE OF CORSICANA.  GO SOUTHEAST ON
 CS3190'U.S. HIGHWAY 287 FOR 5.7 KM (3.55 MI) TO A ROAD VEERING OFF TO THE
 CS3190'RIGHT. BEAR RIGHT, SOUTHEAST FOR 0.4 KM (0.25 MI) TO A CROSSROAD.
 CS3190'CONTINUE SOUTHEAST ON THE CONCRETE AIRPORT ENTRANCE ROAD FOR 1.1 KM
 CS3190'(0.70 MI) TO A ROAD LEADING TO THE ADMINISTRATION OFFICE.  GO
 CS3190'SOUTHWEST FROM THE OFFICE, ACROSS THE APRON, TO A SOUTHEAST
 CS3190'TAXIWAYAND THE STATION.
 CS3190'THE STATION MARK IS SET 30.2 M (99.1 FT) NORTHEAST FROM THE NORTHEAST
 CS3190'EDGE OF THE RUNWAY. 20.3 M (66.6 FT) NORTHWEST OF THE CENTERLINE OF
 CS3190'THE CONNECTOR AT THE HOLDING BARS, 8.1 M (26.6 FT) SOUTHWEST OF THE
 CS3190'CENTERLINE OF THE TAXIWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A
 CS3190'WITNESSPOST.
 CS3190'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3190'DESCRIBED BY B.L.L.
 CS3190
 CS3190                          STATION RECOVERY (1988)
 CS3190
 CS3190'RECOVERED 1988
 CS3190'RECOVERED IN GOOD CONDITION.
 CS3190
 CS3190                          STATION RECOVERY (1994)
 CS3190
 CS3190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS3190'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHEAST OF CORSICANA AT
 CS3190'THE CORSICANA MUNICIPAL AIRPORT, IN THE GRASS MEDIAN OF THE TAXI AND
 CS3190'RUNWAY ON THE SOUTHWEST SIDE OF THE APRON AND ADMINISTRATION BUILDING.
 CS3190'OWNERSHIP--CITY OF CORSICANA, P.O.  BOX 1133, CORSICANA TX 75151-1133.
 CS3190'PHONE 903-654-4847.  AIRPORT MANAGER IS RAY MCNEIL.  TO REACH FROM THE
 CS3190'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 45 AND U.S.  HIGHWAY
 CS3190'287 AT THE SOUTHEAST SIDE OF CORSICANA, GO SOUTHEAST ON HIGHWAY 287
 CS3190'FOR 5.7 KM (3.55 MI) TO A PAVED Y-JUNCTION RIGHT AT THE CORSICANA CITY
 CS3190'LIMITS.  BEAR RIGHT, SOUTHEAST, FOR 0.4 KM (0.25 MI) TO A CROSSROAD.
 CS3190'CONTINUE AHEAD, SOUTHEAST, ON THE CONCRETE ROAD FOR 1.1 KM (0.70 MI)
 CS3190'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTHWEST, ON
 CS3190'THE ENTRANCE ROAD FOR 0.06 KM (0.05 MI) TO A ROAD AROUND THE SOUTHEAST
 CS3190'SIDE OF THE ADMINISTRATION BUILDING AT THE APRON.  CONTINUE AHEAD,
 CS3190'SOUTHWEST, ACROSS APRON FOR 0.06 KM (0.05 MI) TO THE PARALLEL TAXI AND
 CS3190'THE STATION.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS
 CS3190'STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A
 CS3190'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH
 CS3190'THE GROUND.  IT IS 28.6 M (93.8 FT) NORTHEAST FROM THE NORTHEAST EDGE
 CS3190'OF THE RUNWAY, 9.8 M (32.2 FT) SOUTHWEST OF THE CENTER OF THE TAXI,
 CS3190'14.1 M (46.3 FT) SOUTH-SOUTHWEST OF THE JUNCTION OF THE PARALLEL TAXI
 CS3190'AND A CONNECTOR TAXI FROM APRON, AND 0.3 M (1.0 FT) NORTHEAST OF A
 CS3190'FIBERGLASS WITNESS POST.  STATION IS AIRPORT SACS.  DESCRIBED BY
 CS3190'D.G.A.  NOTE...THE 1987 DESCRIPTION IS COMPLETELY INCORRECT AND SHOULD
 CS3190'BE IGNORED.  WHEN MARK WAS RECOVERED IN 1995, THE LOGO CAP HAD BEEN
 CS3190'DESTOYED.  A NEW LOGO CAP WAS INSTALLED, BUT WAS INCORRECTLY STAMPED.
 CS3190'THE STATION DESIGNATION IS CORPORT.  IT IS STAMPED CORPORT AZ MK 1994.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3191 ***********************************************************************
 CS3191  SACS        -  This is a Secondary Airport Control Station.
 CS3191  DESIGNATION -  CORPORT AZ MK
 CS3191  PID         -  CS3191
 CS3191  STATE/COUNTY-  TX/NAVARRO
 CS3191  USGS QUAD   -  CORSICANA (1978)
 CS3191
 CS3191                         *CURRENT SURVEY CONTROL
 CS3191  ___________________________________________________________________
 CS3191* NAD 83(1993)-  32 01 20.23091(N)    096 23 35.66276(W)     ADJUSTED  
 CS3191* NAVD 88     -       131.18   (meters)     430.4    (feet)  GPS OBS   
 CS3191  ___________________________________________________________________
 CS3191  X           -    -602,728.568 (meters)                     COMP
 CS3191  Y           -  -5,379,175.750 (meters)                     COMP
 CS3191  Z           -   3,362,582.970 (meters)                     COMP
 CS3191  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 CS3191  ELLIP HEIGHT-         105.68  (meters)          (07/03/01) GPS OBS
 CS3191  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS3191
 CS3191  HORZ ORDER  -  FIRST
 CS3191  ELLP ORDER  -  FOURTH    CLASS II
 CS3191
 CS3191.This mark is at C David Campbell Fld-Corsicana Muni (CRS Airport (CRS)
 CS3191
 CS3191.The horizontal coordinates were established by GPS observations
 CS3191.and adjusted by the National Geodetic Survey in September 1996..
 CS3191
 CS3191.The orthometric height was determined by GPS observations and a
 CS3191.high-resolution geoid model.
 CS3191
 CS3191.GPS derived orthometric heights for airport stations designated as
 CS3191.PACS or SACS are published to 2 decimal places.  This maintains
 CS3191.centimeter relative accuracy between the PACS and SACS.  It does
 CS3191.not indicate centimeter accuracy relative to other marks which are
 CS3191.part of the NAVD 88 network.
 CS3191
 CS3191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3191
 CS3191.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3191
 CS3191.The ellipsoidal height was determined by GPS observations
 CS3191.and is referenced to NAD 83.
 CS3191
 CS3191.The geoid height was determined by GEOID03.
 CS3191
 CS3191;                    North         East     Units Scale Factor Converg.
 CS3191;SPC TXNC     - 2,041,431.922   799,019.385   MT  1.00003261   +1 08 56.5
 CS3191;SPC TXNC     - 6,697,597.90  2,621,449.43   sFT  1.00003261   +1 08 56.5
 CS3191;UTM  14      - 3,545,876.965   746,200.326   MT  1.00034760   +1 22 58.5
 CS3191
 CS3191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3191!SPC TXNC     -   0.99998341  x   1.00003261  =   1.00001602
 CS3191!UTM  14      -   0.99998341  x   1.00034760  =   1.00033100
 CS3191
 CS3191:                Primary Azimuth Mark                     Grid Az
 CS3191:SPC TXNC     -  CORPORT                                  323 45 04.1
 CS3191:UTM  14      -  CORPORT                                  323 31 02.1
 CS3191
 CS3191|---------------------------------------------------------------------|
 CS3191| PID    Reference Object                     Distance      Geod. Az  |
 CS3191|                                                           dddmmss.s |
 CS3191| CS3190 CORPORT                             APPROX. 0.5 KM 3245400.6 |
 CS3191|---------------------------------------------------------------------|
 CS3191
 CS3191                          SUPERSEDED SURVEY CONTROL
 CS3191
 CS3191  ELLIP H (09/13/96)  105.79   (m)                       GP(       ) 4 2
 CS3191  NAD 83(1993)-  32 01 20.23306(N)    096 23 35.66337(W) AD(       ) 3
 CS3191  ELLIP H (02/16/96)  105.94   (m)                       GP(       ) 5 1
 CS3191  NAD 83(1986)-  32 01 20.24133(N)    096 23 35.64557(W) AD(       ) 3
 CS3191  NAD 27      -  32 01 19.67409(N)    096 23 34.71654(W) AD(       ) 3
 CS3191  NGVD 29 (12/08/88)  131.1    (m)          430.     (f) GPS OBS        
 CS3191
 CS3191.Superseded values are not recommended for survey control.
 CS3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3191.See file dsdata.txt to determine how the superseded data were derived.
 CS3191
 CS3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA4620045877(NAD 83)
 CS3191_MARKER: I = METAL ROD
 CS3191_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3191_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3191_STAMPING: CORPORT AZ MK 1987
 CS3191_MARK LOGO: NGS   
 CS3191_MAGNETIC: I = MARKER IS A STEEL ROD
 CS3191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3191+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1994
 CS3191
 CS3191  HISTORY     - Date     Condition        Report By
 CS3191  HISTORY     - 1987     MONUMENTED       NGS
 CS3191  HISTORY     - 19880209 GOOD
 CS3191  HISTORY     - 19941128 GOOD             NGS
 CS3191
 CS3191                          STATION DESCRIPTION
 CS3191
 CS3191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3191'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHEAST OF CORSICANA AT
 CS3191'THE CORSICANA MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CORSICANA C/O
 CS3191'G.W. CUMBIE, BOX 1133. CORSICANA TX 75110.  TELEPHONE
 CS3191'NUMBER214-874-4541.
 CS3191'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND
 CS3191'U.S. HIGHWAY 287 AT THE SOUTHEAST SIDE OF CORSICANA.  GO SOUTHEAST ON
 CS3191'U.S. HIGHWAY 287 FOR 5.7 KM (3.55 MI) TO A ROAD VEERING OFF TO THE
 CS3191'RIGHT. BEAR RIGHT, SOUTHEAST FOR 0.4 KM (0.25 MI) TO A CROSSROAD.
 CS3191'CONTINUE SOUTHEAST ON THE CONCRETE AIRPORT ENTRANCE ROAD FOR 1.1 KM
 CS3191'(0.70 MI) TO A ROAD LEADING TO THE ADMINISTRATION OFFICE.  GO
 CS3191'SOUTHWEST FROM THE OFFICE ACROSS THE APRON TO A SOUTHEAST TAXIWAY.
 CS3191'TURN LEFT AND GO SOUTHEAST ALONG THE TAXIWAY FOR 0.6 KM (0.35 MI)
 CS3191'TOTHE MARK ON THE RIGHT, NEAR WHERE THE TAXIWAY MEETS THE RUNWAY.
 CS3191'THE MARK IS SET 30.2 M (99.1 FT) NORTHEAST FROM THE NORTHEAST EDGE OF
 CS3191'THE RUNWAY, 20.3 M (66.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 CS3191'CONNECTOR AT THE HOLDING BARS, 8.1 M (26.6 FT) SOUTHWEST OF THE
 CS3191'CENTERLINE OF THE TAXIWAY AND 0.3 M (1.0 FT) NORTHEAST OF A
 CS3191'WITNESSPOST.
 CS3191'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3191'DESCRIBED BY W.C.GUNN
 CS3191
 CS3191                          STATION RECOVERY (1988)
 CS3191
 CS3191'RECOVERED 1988
 CS3191'RECOVERED IN GOOD CONDITION.
 CS3191
 CS3191                          STATION RECOVERY (1994)
 CS3191
 CS3191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS3191'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHEAST OF CORSICANA AT
 CS3191'THE CORSICANA MUNICIPAL AIRPORT, IN THE GRASS MEDIAN OF THE TAXI AND
 CS3191'RUNWAY AT RUNWAY END 32.  OWNERSHIP--CITY OF CORSICANA, P.O.  BOX
 CS3191'1133, CORSICANA TX 75151-1133.  PHONE 903-654-4847.  AIRPORT MANAGER
 CS3191'IS RAY MCNEIL.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 CS3191'INTERSTATE HIGHWAY 45 AND U.S.  HIGHWAY 287 AT THE SOUTHEAST SIDE OF
 CS3191'CORSICANA, GO SOUTHEAST ON HIGHWAY 287 FOR 5.7 KM (3.55 MI) TO A PAVED
 CS3191'Y-JUNCTION RIGHT AT THE CORSICANA CITY LIMITS.  BEAR RIGHT, SOUTHEAST,
 CS3191'FOR 0.4 KM (0.25 MI) TO A CROSSROAD.  CONTINUE AHEAD, SOUTHEAST, ON
 CS3191'THE CONCRETE ROAD FOR 1.1 KM (0.70 MI) TO THE AIRPORT ENTRANCE ROAD ON
 CS3191'THE RIGHT.  TURN RIGHT, SOUTHWEST, ON THE ENTRANCE ROAD FOR 0.06 KM
 CS3191'(0.05 MI) TO A ROAD AROUND THE SOUTHEAST SIDE OF THE ADMINISTRATION
 CS3191'BUILDING AT THE APRON.  CONTINUE AHEAD, SOUTHWEST, ACROSS APRON FOR
 CS3191'0.06 KM (0.05 MI) TO A TAXI.  TURN LEFT, SOUTHEAST, ALONG THE TAXI FOR
 CS3191'0.55 KM (0.35 MI) TO THE STATION ON THE RIGHT. THE STATION IS A PUNCH
 CS3191'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 CS3191'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 CS3191'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS SET 30.2 M
 CS3191'(99.1 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE RUNWAY.  20.3 M
 CS3191'(66.6 FT) NORTHWEST OF THE CENTER OF THE CONNECTOR AT THE HOLDING
 CS3191'BARS, 8.1 M (26.6 FT) SOUTHWEST OF THE CENTER OF THE TAXIWAY, 8.0 M
 CS3191'(26.2 FT) NORTHEAST OF THE NORTH CORNER OF A DRAIN, AND 0.3 M (1.0 FT)
 CS3191'NORTHEAST OF A FIBERGLASS WITNESS POST.  STATION IS AIRPORT SACS.
 CS3191'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1609 ***********************************************************************
 AE1609  DESIGNATION -  CORPUS
 AE1609  PID         -  AE1609
 AE1609  STATE/COUNTY-  TX/STARR
 AE1609  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE1609
 AE1609                         *CURRENT SURVEY CONTROL
 AE1609  ___________________________________________________________________
 AE1609* NAD 83(1993)-  26 26 29.78129(N)    098 45 57.21748(W)     ADJUSTED  
 AE1609* NAVD 88     -       101.6    (meters)     333.     (feet)  VERTCON   
 AE1609  ___________________________________________________________________
 AE1609  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AE1609  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AE1609
 AE1609  HORZ ORDER  -  FIRST
 AE1609
 AE1609.The horizontal coordinates were established by classical geodetic methods
 AE1609.and adjusted by the National Geodetic Survey in February 1996..
 AE1609
 AE1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1609
 AE1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1609
 AE1609.The geoid height was determined by GEOID03.
 AE1609
 AE1609;                    North         East     Units Scale Factor Converg.
 AE1609;SPC TX S     - 5,085,885.794   273,481.199   MT  0.99994213   -0 07 14.6
 AE1609;SPC TX S     -16,685,943.64    897,246.23   sFT  0.99994213   -0 07 14.6
 AE1609;UTM  14      - 2,924,611.634   523,340.557   MT  0.99960673   +0 06 15.3
 AE1609
 AE1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1609!SPC TX S     -   0.99998777  x   0.99994213  =   0.99992990
 AE1609!UTM  14      -   0.99998777  x   0.99960673  =   0.99959451
 AE1609
 AE1609|---------------------------------------------------------------------|
 AE1609| PID    Reference Object                     Distance      Geod. Az  |
 AE1609|                                                           dddmmss.s |
 AE1609| CV3073 CORPUS RM                            17.540 METERS 03636     |
 AE1609| AE1610 RIOGRANDE STANDPIPE                 APPROX. 8.7 KM 2122002.7 |
 AE1609| AE1607 RIOGRANDE METHODIST CHURCH STEEPLE  APPROX. 8.5 KM 2165533.1 |
 AE1609| AE1606 RIOGRANDE STARR CO CTHSE DOME       APPROX. 8.5 KM 2185818.1 |
 AE1609|---------------------------------------------------------------------|
 AE1609
 AE1609                          SUPERSEDED SURVEY CONTROL
 AE1609
 AE1609  NAD 83(1986)-  26 26 29.78279(N)    098 45 57.17787(W) AD(       ) 1
 AE1609  NAD 27      -  26 26 28.55517(N)    098 45 56.08169(W) AD(       ) 1
 AE1609  NGVD 29 (07/19/86)  101.7    (m)          334.     (f) VERT ANG       
 AE1609
 AE1609.Superseded values are not recommended for survey control.
 AE1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1609.See file dsdata.txt to determine how the superseded data were derived.
 AE1609
 AE1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ2334124612(NAD 83)
 AE1609_MARKER: DS = TRIANGULATION STATION DISK
 AE1609_SETTING: 0 = UNSPECIFIED SETTING
 AE1609
 AE1609  HISTORY     - Date     Condition        Report By
 AE1609  HISTORY     - 1917     MONUMENTED       CGS
 AE1609  HISTORY     - 1932     SEE DESCRIPTION  CGS
 AE1609  HISTORY     - 1939     GOOD             IBC
 AE1609  HISTORY     - 1969     MARK NOT FOUND   CGS
 AE1609
 AE1609                          STATION DESCRIPTION
 AE1609
 AE1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE1609'STATION IS ABOUT 5.5 MILES NNE OF RIOGRANDE, 150 METERS
 AE1609'(492 FEET) W OF THE RIOGRANDE-CORPUS CHRISTI WAGON ROAD,
 AE1609'AND 1/4 MILE SSW OF A MEXICAN RANCH HOUSE IN A SMALL BASIN-LIKE
 AE1609'DEPRESSION.
 AE1609'
 AE1609'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1609'CONCRETE.
 AE1609'
 AE1609'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1609'
 AE1609'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK
 AE1609'OF CONCRETE, 17.54 METERS (57.5 FEET) FROM THE STATION IN
 AE1609'AZIMUTH 216 DEG 36 MIN.
 AE1609'
 AE1609'ELEVATION OF STATION, 101.7 METERS (334 FEET).
 AE1609
 AE1609                          STATION RECOVERY (1932)
 AE1609
 AE1609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AE1609'IT WAS REPORTED THAT THE STATION AND REFERENCE MARKS
 AE1609'HAD BEEN DESTROYED.
 AE1609
 AE1609                          STATION RECOVERY (1939)
 AE1609
 AE1609'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939
 AE1609'LETTER OF MR. J.L. BURKHOLDER, INTERNATIONAL BOUNDARY COMMISSION,
 AE1609'FIRST NATIONAL BANK BUILDING, EL PASO, TEXAS, DATED APRIL 14,
 AE1609'1939--A MEXICAN LIVING NEARBY REMEMBERED THE APPROXIMATE
 AE1609'LOCATION OF THE SITE WHERE THE C. AND G.S. TOWER HAD BEEN
 AE1609'ERECTED IN 1917.  WE FOUND SOME PIECES OF OLD CONCRETE AND
 AE1609'LOOKED IN A CIRCLE OF 50-FOOT RADIUS AND FOUND ANOTHER PILE
 AE1609'OF CONCRETE PIECES IN THE GENERAL DIRECTION FROM THE FIRST
 AE1609'PILE THAT IS CALLED FOR UNDER THE DESCRIPTION OF CORPUS,
 AE1609'SHOWING THAT THE FIRST PILE DISCOVERED WAS THE REFERENCE
 AE1609'POINT AND THE SECOND PILE WAS THE LOCATION OF THE
 AE1609'TRIANGULATION POINT.  WE DUG ABOUT A FOOT DEEP AND FOUND AN
 AE1609'UNSTAMPED U.S.C. AND G.S. TRIANGULATION PLATE SET IN
 AE1609'CONCRETE.  WE DECIDED THAT THIS WAS PUT IN FOR THE
 AE1609'UNDERGROUND POINT.  THE ROCK FORMATION HAD BEEN
 AE1609'HOLLOWED OUT AND THE PLATE SET IN CONCRETE IN THE HOLLOW.
 AE1609'IT APPARENTLY HAD NOT BEEN DISTURBED, ALTHOUGH IT IS NOT
 AE1609'SOLIDLY SET.  IT CAN BE MOVED BY THE PRESSURE OF THE
 AE1609'HAND ON THE SIDE OF THE BLOCK OF CONCRETE.
 AE1609
 AE1609                          STATION RECOVERY (1969)
 AE1609
 AE1609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AE1609'A SEARCH WAS MADE FOR THIS STATION BUT NOTHING COULD BE
 AE1609'FOUND.  THE HILL IS NOW COVERED BY BRUSH AND ROCKS.  THE
 AE1609'STATION SHOULD BE CONSIDERED AS LOST.
 AE1609'
 AE1609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 AE1609'NORTHEAST OF RIO GRANDE CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1343 ***********************************************************************
 AH1343  DESIGNATION -  CORPUS
 AH1343  PID         -  AH1343
 AH1343  STATE/COUNTY-  TX/NUECES
 AH1343  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1343
 AH1343                         *CURRENT SURVEY CONTROL
 AH1343  ___________________________________________________________________
 AH1343* NAD 83(1993)-  27 47 19.54438(N)    097 24 30.06753(W)     ADJUSTED  
 AH1343* NAVD 88     -        10.8    (meters)      35.     (feet)  VERTCON   
 AH1343  ___________________________________________________________________
 AH1343  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AH1343  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH1343
 AH1343  HORZ ORDER  -  THIRD
 AH1343
 AH1343.The horizontal coordinates were established by classical geodetic methods
 AH1343.and adjusted by the National Geodetic Survey in February 1996..
 AH1343
 AH1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1343
 AH1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1343
 AH1343.The geoid height was determined by GEOID03.
 AH1343
 AH1343;                    North         East     Units Scale Factor Converg.
 AH1343;SPC TX S     - 5,235,583.335   407,582.665   MT  0.99998902   +0 29 44.2
 AH1343;SPC TX S     -17,177,076.32  1,337,210.79   sFT  0.99998902   +0 29 44.2
 AH1343;UTM  14      - 3,074,818.459   656,810.432   MT  0.99990351   +0 44 31.9
 AH1343
 AH1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1343!SPC TX S     -   1.00000246  x   0.99998902  =   0.99999148
 AH1343!UTM  14      -   1.00000246  x   0.99990351  =   0.99990597
 AH1343
 AH1343:                Primary Azimuth Mark                     Grid Az
 AH1343:SPC TX S     -  PORTLAND                                 033 33 35.0
 AH1343:UTM  14      -  PORTLAND                                 033 18 47.3
 AH1343
 AH1343|---------------------------------------------------------------------|
 AH1343| PID    Reference Object                     Distance      Geod. Az  |
 AH1343|                                                           dddmmss.s |
 AH1343| AH0276 PORTLAND                            APPROX.12.8 KM 0340319.2 |
 AH1343| AH1375 CORPUS CHRISTI EPIS CH SPIRE        APPROX. 1.5 KM 0523827.1 |
 AH1343| CV3072 CORPUS RM                                          18232     |
 AH1343|---------------------------------------------------------------------|
 AH1343
 AH1343                          SUPERSEDED SURVEY CONTROL
 AH1343
 AH1343  NAD 83(1986)-  27 47 19.55118(N)    097 24 30.04213(W) AD(       ) 3
 AH1343  NAD 27      -  27 47 18.45300(N)    097 24 29.07000(W) AD(       ) 3
 AH1343  NGVD 29 (07/19/86)   11.0    (m)           36.     (f) VERT ANG       
 AH1343
 AH1343.Superseded values are not recommended for survey control.
 AH1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1343.See file dsdata.txt to determine how the superseded data were derived.
 AH1343
 AH1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5681074818(NAD 83)
 AH1343_MARKER: S = SPIKE
 AH1343_SETTING: 0 = UNSPECIFIED SETTING
 AH1343
 AH1343  HISTORY     - Date     Condition        Report By
 AH1343  HISTORY     - 1905     MONUMENTED       CGS
 AH1343  HISTORY     - 1933     GOOD             CGS
 AH1343  HISTORY     - 1937     GOOD             TXRD
 AH1343  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1343
 AH1343                          STATION DESCRIPTION
 AH1343
 AH1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (HDK)
 AH1343'ON LOT 1, BLOCK 33, OF THE CENTRAL WHARF AND WAREHOUSE ADDITION
 AH1343'TO CORPUS CHRISTI, ABOUT 7/8 MILE SW OF THE POST OFFICE,
 AH1343'1/2 MILE W OF THE TEXAS MEXICAN RAILWAY STATION, 43.02 METERS
 AH1343'(141.1 FEET) S OF THE S RAIL OF THE MAIN TRACK, MEASURED AT
 AH1343'RIGHT ANGLES TO THE TRACK, AND 88.5 METERS (290 FEET) N OF THE
 AH1343'NW CORNER FENCEPOST OF THE HEBREW BURYING GROUND.  LOT IS
 AH1343'SURROUNDED BY FENCE.  STATION IS 10.87 METERS (35.7 FEET)
 AH1343'W OF E FENCE, 26.12 METERS (85.7 FEET) S OF N FENCE,
 AH1343'AND 12.97 METERS (42.6 FEET) N OF S FENCE.
 AH1343'
 AH1343'SURFACE MARK IS SPIKE IN TERRA-COTTA PIPE FILLED WITH AND
 AH1343'SET IN CONCRETE.  UNDERGROUND MARK IS SIMILAR TO SURFACE
 AH1343'MARK AND IS 2-1/2 FEET BELOW SURFACE.
 AH1343'
 AH1343'REFERENCE MARK IS A SIMILAR TYPE OF MARK AND IS 20.32 METERS
 AH1343'(66.7 FEET) FROM STATION S 02 DEG 32 MIN W.
 AH1343'
 AH1343'IT WAS LATER REPORTED THAT MANY NEW HOUSES, OIL TANKS, AND
 AH1343'LARGE BUILDINGS HAD BEEN ERECTED AROUND THIS STATION.
 AH1343
 AH1343                          STATION RECOVERY (1933)
 AH1343
 AH1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (TMP)
 AH1343'RECOVERED.  SURFACE MARK IN GOOD CONDITION.
 AH1343'
 AH1343'STATION IS LOCATED, BLOCK 33, AT THE CROSSING
 AH1343'OF THIRTEENTH STREET AND THE TEXAS MEXICAN RAILWAY, 19.7
 AH1343'METERS W OF THE CENTER LINE OF THE TRAVELED WAY OF THIRTEENTH
 AH1343'STREET.  THE LOT IS SURROUNDED BY A WHITE BOARD FENCE ABOUT
 AH1343'7 FEET IN HEIGHT, THE PROPERTY OF THE MAGNOLIA PETROLEUM
 AH1343'COMPANY.  STATION IS 26.17 METRS S OF THE N FENCE, 10.56 METERS
 AH1343'W OF THE E FENCE, AND 17.83 METERS N OF THE S FENCE.
 AH1343'
 AH1343'THE REFERENCE MARK, ALTHOUGH SEARCHED FOR AND NOT FOUND, IS
 AH1343'PROBABLY STILL IN PLACE, BUT NOT BELOW THE SURFACE OF THE
 AH1343'GROUND.
 AH1343
 AH1343                          STATION RECOVERY (1937)
 AH1343
 AH1343'RECOVERY NOTE BY TEXAS RECLAMATION DEPARTMENT 1937
 AH1343'STATION IS 63 FEET W OF THE CENTER LINE OF DWIGHT STREET, IN
 AH1343'E SIDE OF MAGNOLIA OIL COMPANY LOT, IN OPEN SPACE.
 AH1343
 AH1343                          STATION RECOVERY (1949)
 AH1343
 AH1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1343'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  ACCORDING TO
 AH1343'THE MEASUREMENTS GIVEN, THE MAGNOLIA OIL CO. WAREHOUSE HAS
 AH1343'BEEN BUILT OVER THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2157 ***********************************************************************
 AN2157  DESIGNATION -  CORPUS
 AN2157  PID         -  AN2157
 AN2157  STATE/COUNTY-  TX/LIVE OAK
 AN2157  USGS QUAD   -  TYNAN (1979)
 AN2157
 AN2157                         *CURRENT SURVEY CONTROL
 AN2157  ___________________________________________________________________
 AN2157* NAD 83(1993)-  28 09 46.69380(N)    097 51 53.34425(W)     ADJUSTED  
 AN2157* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 AN2157  ___________________________________________________________________
 AN2157  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AN2157  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN2157
 AN2157  HORZ ORDER  -  SECOND
 AN2157
 AN2157.The horizontal coordinates were established by classical geodetic methods
 AN2157.and adjusted by the National Geodetic Survey in February 1996..
 AN2157
 AN2157.The orthometric height was scaled from a topographic map.
 AN2157
 AN2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2157
 AN2157.The geoid height was determined by GEOID03.
 AN2157
 AN2157;                    North         East     Units Scale Factor Converg.
 AN2157;SPC TXSC     - 4,037,076.224   711,496.312   MT  1.00007054   +0 33 22.1
 AN2157;SPC TXSC     -13,244,974.24  2,334,300.82   sFT  1.00007054   +0 33 22.1
 AN2157;SPC TX S     - 5,276,746.136   362,389.433   MT  1.00010006   +0 17 18.2
 AN2157;SPC TX S     -17,312,124.61  1,188,939.33   sFT  1.00010006   +0 17 18.2
 AN2157;UTM  14      - 3,115,776.800   611,449.675   MT  0.99975330   +0 32 09.0
 AN2157
 AN2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2157!SPC TXSC     -   0.99999400  x   1.00007054  =   1.00006453
 AN2157!SPC TX S     -   0.99999400  x   1.00010006  =   1.00009405
 AN2157!UTM  14      -   0.99999400  x   0.99975330  =   0.99974730
 AN2157
 AN2157|---------------------------------------------------------------------|
 AN2157| PID    Reference Object                     Distance      Geod. Az  |
 AN2157|                                                           dddmmss.s |
 AN2157| CV4632 CORPUS RM 2                           8.272 METERS 14152     |
 AN2157| CV4630 CORPUS AZ MK                                       3213821.6 |
 AN2157| CV4631 CORPUS RM 1                           8.365 METERS 32825     |
 AN2157|---------------------------------------------------------------------|
 AN2157
 AN2157                          SUPERSEDED SURVEY CONTROL
 AN2157
 AN2157  NAD 83(1986)-  28 09 46.70008(N)    097 51 53.32465(W) AD(       ) 2
 AN2157  NAD 27      -  28 09 45.66900(N)    097 51 52.32700(W) AD(       ) 2
 AN2157
 AN2157.Superseded values are not recommended for survey control.
 AN2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2157.See file dsdata.txt to determine how the superseded data were derived.
 AN2157
 AN2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1145015777(NAD 83)
 AN2157_MARKER: DS = TRIANGULATION STATION DISK
 AN2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2157
 AN2157  HISTORY     - Date     Condition        Report By
 AN2157  HISTORY     - 1953     MONUMENTED       CGS
 AN2157  HISTORY     - 20051022 POOR             INDIV
 AN2157
 AN2157                          STATION DESCRIPTION
 AN2157
 AN2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2157'THE STATION IS LOCATED ABOUT 12.5 MILES SOUTHWEST OF SKIDMORE,
 AN2157'5 MILES NORTHWEST OF MATHIS, 1 MILE NORTH OF THE LIVE OAK-BEE
 AN2157'COUNTY LINE, 54 FEET EAST OF THE CENTER LINE OF STATE ROUTE
 AN2157'9, AND 3 FEET WEST OF A T-FENCE LINE.
 AN2157'
 AN2157'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 AN2157'AND STATE ROUTE 9 IN THE NORTHWEST EDGE OF MATHIS.  GO NORTHWEST
 AN2157'ON STATE ROUTE 9 FOR 4.6 MILES TO THE JUNCTION OF FARM ROUTE
 AN2157'888.  CONTINUE NORTH ON STATE ROUTE 9 FOR 0.3 MILE TO THE
 AN2157'TOP OF A CUT AND THE STATION ON THE RIGHT, EAST SIDE OF
 AN2157'THE ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION.  GO
 AN2157'NORTHERLY ON STATE ROUTE 9 FOR 0.45 MILE TO THE TOP OF A
 AN2157'SMALL RISE AND THE MARK ON THE LEFT, WEST SIDE OF THE ROAD.
 AN2157'
 AN2157'THE STATION MARK, STAMPED CORPUS 1953, IS A STANDARD DISK
 AN2157'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
 AN2157'
 AN2157'REFERENCE MARK NO. 1, STAMPED CORPUS NO 1 1953, IS A STANDARD
 AN2157'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AN2157'IT IS 57 FEET EAST OF THE CENTER LINE OF STATE ROUTE 9 AND
 AN2157'1 FOOT WEST OF A FENCE LINE.
 AN2157'
 AN2157'REFERENCE MARK NO. 2, STAMPED CORPUS NO 2 1953, IS A STANDARD
 AN2157'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AN2157'IT IS 57 FEET EAST OF THE CENTER LINE OF STATE ROUTE 9 AND
 AN2157'1 FOOT WEST OF A FENCE LINE.
 AN2157'
 AN2157'THE AZIMUTH MARK, STAMPED CORPUS 1953, IS A STANDARD DISK
 AN2157'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AN2157'IT IS 49 FEET WEST OF THE CENTER LINE OF STATE ROUTE 9,
 AN2157'1 FOOT EAST OF A FENCE LINE, AND 1 FOOT EAST OF A TELEPHONE
 AN2157'POLE.
 AN2157
 AN2157                          STATION RECOVERY (2005)
 AN2157
 AN2157'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLM)
 AN2157'MARK STRUCK BY CONSTRUCTION EQUIPMENT AND IS LEANING SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1614 ***********************************************************************
 AH1614  DESIGNATION -  CORPUS CHR BAY SPOIL BANK LT A
 AH1614  PID         -  AH1614
 AH1614  STATE/COUNTY-  TX/NUECES
 AH1614  USGS QUAD   -  OSO CREEK NE (1975)
 AH1614
 AH1614                         *CURRENT SURVEY CONTROL
 AH1614  ___________________________________________________________________
 AH1614* NAD 83(1993)-  27 44 01.54039(N)    097 16 32.89426(W)     ADJUSTED  
 AH1614* NAVD 88     -                                                        
 AH1614  ___________________________________________________________________
 AH1614  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH1614  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AH1614
 AH1614  HORZ ORDER  -  THIRD
 AH1614
 AH1614.The horizontal coordinates were established by classical geodetic methods
 AH1614.and adjusted by the National Geodetic Survey in February 1996..
 AH1614
 AH1614
 AH1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1614
 AH1614.The geoid height was determined by GEOID03.
 AH1614
 AH1614;                    North         East     Units Scale Factor Converg.
 AH1614;SPC TX S     - 5,229,608.600   420,704.111   MT  0.99997631   +0 33 20.9
 AH1614;SPC TX S     -17,157,474.22  1,380,260.07   sFT  0.99997631   +0 33 20.9
 AH1614;UTM  14      - 3,068,900.590   669,956.786   MT  0.99995655   +0 48 09.3
 AH1614
 AH1614                          SUPERSEDED SURVEY CONTROL
 AH1614
 AH1614  NAD 83(1986)-  27 44 01.55048(N)    097 16 32.87209(W) AD(       ) 4
 AH1614
 AH1614.Superseded values are not recommended for survey control.
 AH1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1614.See file dsdata.txt to determine how the superseded data were derived.
 AH1614
 AH1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6995768901(NAD 83)
 AH1614_MARKER: 14 = NAVIGATION LIGHT
 AH1614
 AH1614  HISTORY     - Date     Condition        Report By
 AH1614  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1614
 AH1614                          STATION DESCRIPTION
 AH1614
 AH1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1614'THE STATION, COPRUS CHRISTI BAY SPOIL LIGHT A
 AH1614'IS LOCATED ABOUT 16 KM (10 MI) SOUTHEAST OF DOWNTOWN CORPUS
 AH1614'CHRISTRI, 6.5 KM (4 MI) WEST OF THE INTRACOASTAL WATERWAY AND 3.5
 AH1614'KM (2.2 MI) NORTH OF THE SHORE.
 AH1614'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1614'CORPUS CHRISTI TX 78407, PHONE 512-888-3175.
 AH1614'
 AH1614'TO REACH THE STATION, SEE GENERAL LOCATION.
 AH1614'
 AH1614'THE LANDMARK IS THE 4 SECOND FLASHING WHITE LIGHT SET ON A CROSSBAR
 AH1614'ON THE WEST SIDE OF A STRUCTURE MOUNTED ON A 2 PILE DOLPHIN. LIGHT
 AH1614'IS LISTED AT 5.2 METERS (17 FT) ABOVE THE WATER. STATION IS CARRIED
 AH1614'IN THE 1984 USCG LIGHT LIST AS NUMBER 3395.
 AH1614'
 AH1614'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1615 ***********************************************************************
 AH1615  DESIGNATION -  CORPUS CHR CHAN BE RNG F LT
 AH1615  PID         -  AH1615
 AH1615  STATE/COUNTY-  TX/NUECES
 AH1615  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1615
 AH1615                         *CURRENT SURVEY CONTROL
 AH1615  ___________________________________________________________________
 AH1615* NAD 83(1993)-  27 48 38.79633(N)    097 13 41.02100(W)     ADJUSTED  
 AH1615* NAVD 88     -         8.     (meters)      26.     (feet)  VERTCON   
 AH1615  ___________________________________________________________________
 AH1615  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AH1615  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH1615
 AH1615  HORZ ORDER  -  THIRD
 AH1615
 AH1615.The horizontal coordinates were established by classical geodetic methods
 AH1615.and adjusted by the National Geodetic Survey in February 1996..
 AH1615
 AH1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1615
 AH1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1615
 AH1615.The geoid height was determined by GEOID03.
 AH1615
 AH1615;                    North         East     Units Scale Factor Converg.
 AH1615;SPC TX S     - 5,238,189.131   425,325.294   MT  0.99999437   +0 34 38.9
 AH1615;SPC TX S     -17,185,625.51  1,395,421.40   sFT  0.99999437   +0 34 38.9
 AH1615;UTM  14      - 3,077,500.888   674,540.684   MT  0.99997603   +0 49 36.9
 AH1615
 AH1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1615!SPC TX S     -   1.00000290  x   0.99999437  =   0.99999727
 AH1615!UTM  14      -   1.00000290  x   0.99997603  =   0.99997893
 AH1615
 AH1615                          SUPERSEDED SURVEY CONTROL
 AH1615
 AH1615  NAD 83(1986)-  27 48 38.80202(N)    097 13 40.99280(W) AD(       ) 4
 AH1615  NGVD 29 (06/28/90)    8.     (m)           26.     (f) VERT ANG       
 AH1615
 AH1615.Superseded values are not recommended for survey control.
 AH1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1615.See file dsdata.txt to determine how the superseded data were derived.
 AH1615
 AH1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7454177501(NAD 83)
 AH1615_MARKER: 15 = RANGE MARKER
 AH1615_MARK LOGO: NGS   
 AH1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1615+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1615
 AH1615  HISTORY     - Date     Condition        Report By
 AH1615  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1615  HISTORY     - 1985     GOOD             NGS
 AH1615  HISTORY     - 19890215 GOOD             NOS
 AH1615
 AH1615                          STATION DESCRIPTION
 AH1615
 AH1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1615'THE STATION, CORPUS CHRISTI SHIP CHANNEL CUT B EAST RANGE FRONT
 AH1615'LIGHT
 AH1615'IS LOCATED ABOUT 8.4 KM (5.2 MI) SOUTH OF INGLESIDE, 0.3 KM (0.2
 AH1615'MI) WEST OF THE WEST END OF A LARGE SPOIL BANK, ON THE SOUTH SIDE
 AH1615'OF THE SHIP CHANNEL.
 AH1615'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1615'CORPUS CHRISTI TX, PHONE 512-888-3175.
 AH1615'
 AH1615'TO REACH THE STATION IS BY BOAT. SEE GENERAL LOCATION.
 AH1615'
 AH1615'THE LANDMARK IS THE CENTER OF THE DIRECTIONAL LIGHT MOUNTED TOP
 AH1615'CENTER ON A SQUARE FOUR LEGGED STEEL TOWER SET ON A PLATFORM ON
 AH1615'PILINGS. AN ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK FACES
 AH1615'WEST. LIGHT IS LISTED AT 8 METERS (25 FT) ABOVE THE WATER. STATION
 AH1615'IS CARRIED IN THE 1984 USCG LIGHT LIST AS NUMBER 3326.
 AH1615'
 AH1615'DESCRIBED BY G. R. HEID.
 AH1615
 AH1615                          STATION RECOVERY (1985)
 AH1615
 AH1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1615'RECOVERED IN GOOD CONDITION.
 AH1615
 AH1615                          STATION RECOVERY (1989)
 AH1615
 AH1615'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1615'THE STATION, CORPUS CHRISTI SHIP CHANNEL CUT B EAST RANGE FRONT LIGHT,
 AH1615'IS LOCATED ABOUT 8.4 KM (5.20 MI) S OF INGLESIDE, 0.3 KM (0.20 MI) W
 AH1615'OF THE W END OF A LARGE SPOIL BANK, ON THE S SIDE OF THE SHIP CHANNEL.
 AH1615'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1615'CORPUS CHRISTI, TX 78407, PHONE 512-888-3175.
 AH1615'TO REACH PROCEED BY BOAT ONLY.
 AH1615'THE LANDMARK IS THE CENTER OF THE DIRECTIONAL LIGHT MOUNTED TOP CENTER
 AH1615'ON A SQUARE FOUR LEGGED STEEL TOWER SET ON A PLATFORM ON PILINGS. AN
 AH1615'ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK FACES WEST.  STATION IS
 AH1615'CARRIED IN THE 1988 COAST GUARD LIGHT LIST VOL. IV NO. 27285.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1616 ***********************************************************************
 AH1616  DESIGNATION -  CORPUS CHR CHAN BE RNG R LT
 AH1616  PID         -  AH1616
 AH1616  STATE/COUNTY-  TX/NUECES
 AH1616  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1616
 AH1616                         *CURRENT SURVEY CONTROL
 AH1616  ___________________________________________________________________
 AH1616* NAD 83(1993)-  27 48 39.23727(N)    097 11 41.45089(W)     ADJUSTED  
 AH1616* NAVD 88     -        17.     (meters)      56.     (feet)  VERTCON   
 AH1616  ___________________________________________________________________
 AH1616  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AH1616  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH1616
 AH1616  HORZ ORDER  -  THIRD
 AH1616
 AH1616.The horizontal coordinates were established by classical geodetic methods
 AH1616.and adjusted by the National Geodetic Survey in February 1996..
 AH1616
 AH1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1616
 AH1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1616
 AH1616.The geoid height was determined by GEOID03.
 AH1616
 AH1616;                    North         East     Units Scale Factor Converg.
 AH1616;SPC TX S     - 5,238,236.118   428,597.637   MT  0.99999440   +0 35 33.2
 AH1616;SPC TX S     -17,185,779.66  1,406,157.41   sFT  0.99999440   +0 35 33.2
 AH1616;UTM  14      - 3,077,562.133   677,812.754   MT  0.99999027   +0 50 32.7
 AH1616
 AH1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1616!SPC TX S     -   1.00000146  x   0.99999440  =   0.99999586
 AH1616!UTM  14      -   1.00000146  x   0.99999027  =   0.99999173
 AH1616
 AH1616                          SUPERSEDED SURVEY CONTROL
 AH1616
 AH1616  NAD 83(1986)-  27 48 39.24530(N)    097 11 41.42350(W) AD(       ) 4
 AH1616  NGVD 29 (06/28/90)   17.     (m)           56.     (f) VERT ANG       
 AH1616
 AH1616.Superseded values are not recommended for survey control.
 AH1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1616.See file dsdata.txt to determine how the superseded data were derived.
 AH1616
 AH1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7781377562(NAD 83)
 AH1616_MARKER: 15 = RANGE MARKER
 AH1616_MARK LOGO: NGS   
 AH1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1616+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1616
 AH1616  HISTORY     - Date     Condition        Report By
 AH1616  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1616  HISTORY     - 1985     GOOD             NGS
 AH1616  HISTORY     - 19890215 GOOD             NOS
 AH1616
 AH1616                          STATION DESCRIPTION
 AH1616
 AH1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1616'THE STATION, CORPUS CHRISTI SHIP CHANNEL CUT B EAST RANGE REAR
 AH1616'LIGHT
 AH1616'IS LOCATED ABOUT 9.6 KM (6 MI) SOUTH-SOUTHEAST OF INGLESIDE, 0.8 KM
 AH1616'(1.5 MI) SOUTH-SOUTHWEST OF THE CROSSING OF THE INTRACOASTAL
 AH1616'WATERWAY AND THE SHIP CHANNEL AND 0.3 KM (0.2 MI) SOUTH OF A CUT
 AH1616'THROUGH SPOIL BANK.
 AH1616'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1616'CORPUS CHRISTI TX, PHONE 512-888-3175.
 AH1616'
 AH1616'TO REACH THE STATION IS BY BOAT. SEE GENERAL LOCATION.
 AH1616'
 AH1616'THE LANDMARK IS THE 4 SECOND FLASHING WHITE LIGHT ON A DIRECTIONAL
 AH1616'LIGHT MOUNTED TOP CENTER ON A SLOPED FOUR LEGGED STEEL TOWER SET ON
 AH1616'A WOODEN PLATFORM ON PILINGS. AN ORANGE AND WHITE VERTICAL
 AH1616'RECTANGULAR DAYMARK FACES WEST. LIGHT IS LISTED AT 22 METERS (72
 AH1616'FT) ABOVE THE WATER. STATION IS CARRIED IN THE 1984 USCG LIGHT LIST
 AH1616'AS NUMBER 3327.
 AH1616'
 AH1616'DESCRIBED BY G. R. HEID.
 AH1616
 AH1616                          STATION RECOVERY (1985)
 AH1616
 AH1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1616'RECOVERED IN GOOD CONDITION.
 AH1616
 AH1616                          STATION RECOVERY (1989)
 AH1616
 AH1616'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1616'THE STATION, CORPUS CHRISTI SHIP CHANNEL CUT B EAST RANGE REAR LIGHT,
 AH1616'IS LOCATED ABOUT 9.6 KM (5.95 MI) SSE OF INGLESIDE, 0.8 KM (0.50 MI)
 AH1616'SSW OF THE CROSSING OF THE INTRACOASTAL WATERWAY AND THE SHIP CHANNEL
 AH1616'AND 0.3 KM (0.20 MI) S OF A CUT THROUGH SPOIL BANK.  OWNERSHIP--COAST
 AH1616'GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION, CORPUS CHRISTI, TX
 AH1616'78407, PHONE 512-888-3175.
 AH1616'TO REACH PROCEED BY BOAT ONLY.
 AH1616'THE LANDMARK IS THE 4 SEC FLASHING WHITE LIGHT ON A DIRECTIONAL LIGHT
 AH1616'MOUNTED TOP CENTER ON A SLOPED FOUR LEGGED STEEL TOWER SET ON A WOODEN
 AH1616'PLATFORM ON PILINGS.  AN ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK
 AH1616'FACES WEST.  THE STATION IS CARRIED IN THE 1988 COAST GUARD LIGHT LIST
 AH1616'VOL. IV NO. 27290.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1617 ***********************************************************************
 AH1617  DESIGNATION -  CORPUS CHR CHAN CAN RNG F LT
 AH1617  PID         -  AH1617
 AH1617  STATE/COUNTY-  TX/NUECES
 AH1617  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1617
 AH1617                         *CURRENT SURVEY CONTROL
 AH1617  ___________________________________________________________________
 AH1617* NAD 83(1993)-  27 49 13.83823(N)    097 25 56.62923(W)     ADJUSTED  
 AH1617* NAVD 88     -        16.     (meters)      52.     (feet)  VERTCON   
 AH1617  ___________________________________________________________________
 AH1617  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH1617  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH1617
 AH1617  HORZ ORDER  -  THIRD
 AH1617
 AH1617.The horizontal coordinates were established by classical geodetic methods
 AH1617.and adjusted by the National Geodetic Survey in February 1996..
 AH1617.No horizontal observational check was made to the station.
 AH1617
 AH1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1617
 AH1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1617
 AH1617.The geoid height was determined by GEOID03.
 AH1617
 AH1617;                    North         East     Units Scale Factor Converg.
 AH1617;SPC TX S     - 5,239,081.140   405,183.317   MT  0.99999678   +0 29 04.9
 AH1617;SPC TX S     -17,188,552.04  1,329,338.93   sFT  0.99999678   +0 29 04.9
 AH1617;UTM  14      - 3,078,305.568   654,396.265   MT  0.99989424   +0 43 54.3
 AH1617
 AH1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1617!SPC TX S     -   1.00000170  x   0.99999678  =   0.99999848
 AH1617!UTM  14      -   1.00000170  x   0.99989424  =   0.99989594
 AH1617
 AH1617                          SUPERSEDED SURVEY CONTROL
 AH1617
 AH1617  NAD 83(1986)-  27 49 13.83749(N)    097 25 56.61011(W) AD(       ) 4
 AH1617  NGVD 29 (06/28/90)   16.     (m)           52.     (f) VERT ANG       
 AH1617
 AH1617.Superseded values are not recommended for survey control.
 AH1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1617.See file dsdata.txt to determine how the superseded data were derived.
 AH1617
 AH1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5439678306(NAD 83)
 AH1617_MARKER: 15 = RANGE MARKER
 AH1617
 AH1617  HISTORY     - Date     Condition        Report By
 AH1617  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1617
 AH1617                          STATION DESCRIPTION
 AH1617
 AH1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1617'THE STATION, CORPUS CHRISTI SHIP CHANNEL INDUSTRIAL  CANAL RANGE
 AH1617'FRONT LIGHT
 AH1617'IS LOCATED ABOUT 4.5 KM (2.8 MI) WEST-NORTHWEST OF DOWNTOWN CORPUS
 AH1617'CHRISTI, AT THE WEST END OF THE AVERY POINT TURNING BASIN AND ON
 AH1617'THE SOUTH SHORE AT THE RAMP TO THE PORT AUTHORITY DOCK 3.
 AH1617'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1617'CORPUS CHRISTI TX, PHONE 512-888-3175.
 AH1617'
 AH1617'TO REACH THE STATION, SEE GENERAL LOCATION.
 AH1617'
 AH1617'THE LANDMARK IS THE CENTER OF THE DIRECTIONAL LIGHT MOUNTED TOP
 AH1617'CENTER ON A SQUARE FOUR LEGGED STEEL TOWER SET ON A WOODEN PLATFORM
 AH1617'ON PILINGS. AN ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK FACES
 AH1617'EAST. LIGHT IS LISTED AT 14 METERS (47 FT) ABOVE THE WATER. STATION
 AH1617'IS CARRIED IN THE 1984 USCG LIGHT LIST AS NUMBER 3346.
 AH1617'
 AH1617'AN EDM TIE WAS MADE FROM STATION KOONCE 1933.
 AH1617'
 AH1617'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1618 ***********************************************************************
 AH1618  DESIGNATION -  CORPUS CHR CHAN CUT AW RNG F
 AH1618  PID         -  AH1618
 AH1618  STATE/COUNTY-  TX/NUECES
 AH1618  USGS QUAD   -  PORTLAND (1975)
 AH1618
 AH1618                         *CURRENT SURVEY CONTROL
 AH1618  ___________________________________________________________________
 AH1618* NAD 83(1993)-  27 48 30.18412(N)    097 15 00.94487(W)     ADJUSTED  
 AH1618* NAVD 88     -        10.     (meters)      33.     (feet)  VERTCON   
 AH1618  ___________________________________________________________________
 AH1618  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AH1618  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AH1618
 AH1618  HORZ ORDER  -  THIRD
 AH1618
 AH1618.The horizontal coordinates were established by classical geodetic methods
 AH1618.and adjusted by the National Geodetic Survey in February 1996..
 AH1618.No horizontal observational check was made to the station.
 AH1618
 AH1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1618
 AH1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1618
 AH1618.The geoid height was determined by GEOID03.
 AH1618
 AH1618;                    North         East     Units Scale Factor Converg.
 AH1618;SPC TX S     - 5,237,902.187   423,140.499   MT  0.99999378   +0 34 02.6
 AH1618;SPC TX S     -17,184,684.09  1,388,253.45   sFT  0.99999378   +0 34 02.6
 AH1618;UTM  14      - 3,077,204.449   672,357.208   MT  0.99996668   +0 48 59.3
 AH1618
 AH1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1618!SPC TX S     -   1.00000262  x   0.99999378  =   0.99999640
 AH1618!UTM  14      -   1.00000262  x   0.99996668  =   0.99996930
 AH1618
 AH1618                          SUPERSEDED SURVEY CONTROL
 AH1618
 AH1618  NAD 83(1986)-  27 48 30.18955(N)    097 15 00.91727(W) AD(       ) 4
 AH1618  NGVD 29 (06/28/90)   10.     (m)           33.     (f) VERT ANG       
 AH1618
 AH1618.Superseded values are not recommended for survey control.
 AH1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1618.See file dsdata.txt to determine how the superseded data were derived.
 AH1618
 AH1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7235777204(NAD 83)
 AH1618_MARKER: 15 = RANGE MARKER
 AH1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1618+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AH1618
 AH1618  HISTORY     - Date     Condition        Report By
 AH1618  HISTORY     - 1987     FIRST OBSERVED   NOS
 AH1618  HISTORY     - 20010730 GOOD             USPSQD
 AH1618
 AH1618                          STATION DESCRIPTION
 AH1618
 AH1618'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 AH1618'THE STATION, CORPUS CHRISTI CHANNEL CUT A WEST RANGE FRONT LIGHT, IS
 AH1618'LOCATED ABOUT 3.5 KM (2.15 MI) SW OF INGLESIDE-BY-THE-BAY AND ABOUT
 AH1618'3.4 KM (2.10 MI) SSW OF INGLESIDE POINT.  RANGE LIGHT USED TO
 AH1618'NAVIGATED WEST BOUND THROUGH CORPUS CHRISTI CHANNEL.  OWNERSHIP--COAST
 AH1618'GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION, CORPUS CHRISTI, TX
 AH1618'78407, PHONE 512-888-3175.
 AH1618'TO REACH PROCEED BY BOAT ONLY.
 AH1618'THE LANDMARK IS THE CENTER OF A QUICK FLASHING GREEN LIGHT MOUNTED ON
 AH1618'SKELETON TOWER ON PILES.  A RECTANGULAR RED DAYBOARD BEARING A CENTRAL
 AH1618'WHITE STRIPE AND A YELLOW REFLECTIVE HORIZONTAL STRIP IS VISIBLE 2
 AH1618'DEGREES EACH SIDE OF RANGELINE.  STATION CARRIED IN THE 1988 USCG
 AH1618'LIGHT LIST VOL. IV NO. 27215.
 AH1618
 AH1618                          STATION RECOVERY (2001)
 AH1618
 AH1618'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1619 ***********************************************************************
 AH1619  DESIGNATION -  CORPUS CHR CHAN CUT AW RNG R
 AH1619  PID         -  AH1619
 AH1619  STATE/COUNTY-  TX/NUECES
 AH1619  USGS QUAD   -  PORTLAND (1975)
 AH1619
 AH1619                         *CURRENT SURVEY CONTROL
 AH1619  ___________________________________________________________________
 AH1619* NAD 83(1993)-  27 48 18.08194(N)    097 16 05.65991(W)     ADJUSTED  
 AH1619* NAVD 88     -        22.     (meters)      72.     (feet)  VERTCON   
 AH1619  ___________________________________________________________________
 AH1619  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AH1619  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AH1619
 AH1619  HORZ ORDER  -  THIRD
 AH1619
 AH1619.The horizontal coordinates were established by classical geodetic methods
 AH1619.and adjusted by the National Geodetic Survey in February 1996..
 AH1619
 AH1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1619
 AH1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1619
 AH1619.The geoid height was determined by GEOID03.
 AH1619
 AH1619;                    North         East     Units Scale Factor Converg.
 AH1619;SPC TX S     - 5,237,512.260   421,372.921   MT  0.99999296   +0 33 33.2
 AH1619;SPC TX S     -17,183,404.81  1,382,454.32   sFT  0.99999296   +0 33 33.2
 AH1619;UTM  14      - 3,076,806.858   670,591.394   MT  0.99995921   +0 48 28.8
 AH1619
 AH1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1619!SPC TX S     -   1.00000073  x   0.99999296  =   0.99999369
 AH1619!UTM  14      -   1.00000073  x   0.99995921  =   0.99995994
 AH1619
 AH1619                          SUPERSEDED SURVEY CONTROL
 AH1619
 AH1619  NAD 83(1986)-  27 48 18.08641(N)    097 16 05.63199(W) AD(       ) 4
 AH1619  NGVD 29 (06/28/90)   22.     (m)           72.     (f) VERT ANG       
 AH1619
 AH1619.Superseded values are not recommended for survey control.
 AH1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1619.See file dsdata.txt to determine how the superseded data were derived.
 AH1619
 AH1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7059176807(NAD 83)
 AH1619_MARKER: 15 = RANGE MARKER
 AH1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1619+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AH1619
 AH1619  HISTORY     - Date     Condition        Report By
 AH1619  HISTORY     - 1987     FIRST OBSERVED   NOS
 AH1619  HISTORY     - 20010730 GOOD             USPSQD
 AH1619
 AH1619                          STATION DESCRIPTION
 AH1619
 AH1619'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 AH1619'THE STATION, CORPUS CHRISTI CHANNEL CUT A WEST RANGE FRONT LIGHT, IS
 AH1619'LOCATED ABOUT 5.0 KM (3.10 MI) SW OF INGLESIDE-BY-THE-BAY AND ABOUT
 AH1619'4.5 KM (2.80 MI) SSW OF INGLESIDE POINT.  RANGE LIGHT USED TO
 AH1619'NAVIGATED WEST BOUND THROUGH CORPUS CHRISTI CHANNEL.  OWNERSHIP--COAST
 AH1619'GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION, CORPUS CHRISTI, TX
 AH1619'78407, PHONE 512-888-3175.
 AH1619'TO REACH PROCEED BY BOAT ONLY.
 AH1619'THE LANDMARK IS THE CENTER OF A ISOPHASE 6 SEC GREEN LIGHT MOUNTED ON
 AH1619'SKELETON TOWER ON PILES.  A RECTANGULAR RED DAYBOARD BEARING A CENTRAL
 AH1619'WHITE STRIPE AND A YELLOW REFLECTIVE HORIZONTAL STRIP IS VISIBLE 2
 AH1619'DEGREES EACH SIDE OF RANGELINE.  THE STATION IS LOCATED 1.8 KM
 AH1619'(1.10 MI) 258 DEGREES FROM THE FRONT RANGE LIGHT.  STATION CARRIED IN
 AH1619'THE 1988 USCG LIGHT LIST VOL. IV NO. 27220.
 AH1619
 AH1619                          STATION RECOVERY (2001)
 AH1619
 AH1619'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1620 ***********************************************************************
 AH1620  DESIGNATION -  CORPUS CHR CHAN CUT BW RNG F
 AH1620  PID         -  AH1620
 AH1620  STATE/COUNTY-  TX/NUECES
 AH1620  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1620
 AH1620                         *CURRENT SURVEY CONTROL
 AH1620  ___________________________________________________________________
 AH1620* NAD 83(1993)-  27 48 37.00938(N)    097 23 33.88730(W)     ADJUSTED  
 AH1620* NAVD 88     -        21.     (meters)      69.     (feet)  VERTCON   
 AH1620  ___________________________________________________________________
 AH1620  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AH1620  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH1620
 AH1620  HORZ ORDER  -  THIRD
 AH1620
 AH1620.The horizontal coordinates were established by classical geodetic methods
 AH1620.and adjusted by the National Geodetic Survey in February 1996..
 AH1620
 AH1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1620
 AH1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1620
 AH1620.The geoid height was determined by GEOID03.
 AH1620
 AH1620;                    North         East     Units Scale Factor Converg.
 AH1620;SPC TX S     - 5,237,981.171   409,099.650   MT  0.99999425   +0 30 09.7
 AH1620;SPC TX S     -17,184,943.23  1,342,187.77   sFT  0.99999425   +0 30 09.7
 AH1620;UTM  14      - 3,077,222.607   658,316.940   MT  0.99990937   +0 45 00.0
 AH1620
 AH1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1620!SPC TX S     -   1.00000091  x   0.99999425  =   0.99999516
 AH1620!UTM  14      -   1.00000091  x   0.99990937  =   0.99991028
 AH1620
 AH1620                          SUPERSEDED SURVEY CONTROL
 AH1620
 AH1620  NAD 83(1986)-  27 48 37.01077(N)    097 23 33.86402(W) AD(       ) 4
 AH1620  NGVD 29 (06/28/90)   21.     (m)           69.     (f) VERT ANG       
 AH1620
 AH1620.Superseded values are not recommended for survey control.
 AH1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1620.See file dsdata.txt to determine how the superseded data were derived.
 AH1620
 AH1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5831777223(NAD 83)
 AH1620_MARKER: 15 = RANGE MARKER
 AH1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1620+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH1620
 AH1620  HISTORY     - Date     Condition        Report By
 AH1620  HISTORY     - 1989     FIRST OBSERVED   NOS
 AH1620  HISTORY     - 20010730 GOOD             USPSQD
 AH1620  HISTORY     - 20040302 GOOD             USPSQD
 AH1620
 AH1620                          STATION DESCRIPTION
 AH1620
 AH1620'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 AH1620'THE STATION, CORPUS CHRISTI CHANNEL CUT B WEST RANGE LIGHT, IS LOCATED
 AH1620'JUST E OF THE CORPUS CHRISTI HARBOR BRIDGE NEAR THE E ENTRANCE TO THE
 AH1620'TURNING BASIN ON THE S SHORE.  THE LIGHT IS LOCATED ON TOP OF A MUSEUM
 AH1620'BUILDING.  OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201
 AH1620'NAVIGATION, CORPUS CHRISTI, TX 78407, PHONE 512-888-3175.
 AH1620'TO REACH SEE ABOVE.
 AH1620'THE LANDMARK IS THE CENTER OF A OCCULTING 4 SEC GREEN LIGHT MOUNTED ON
 AH1620'THE BUILDING.  A RECTANGULAR RED DAYBOARD BEARING A CENTRAL WHITE
 AH1620'STRIPE IS VISIBLE 5 DEGREES EACH SIDE OF THE RANGELINE.  STATION IS
 AH1620'CARRIED IN THE 1988 USCG LIGHT LIST VOL. IV NO. 27335.
 AH1620
 AH1620                          STATION RECOVERY (2001)
 AH1620
 AH1620'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1620'RECOVERED IN GOOD CONDITION.
 AH1620
 AH1620                          STATION RECOVERY (2004)
 AH1620
 AH1620'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1621 ***********************************************************************
 AH1621  DESIGNATION -  CORPUS CHR CHAN CUT BW RNG R
 AH1621  PID         -  AH1621
 AH1621  STATE/COUNTY-  TX/NUECES
 AH1621  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1621
 AH1621                         *CURRENT SURVEY CONTROL
 AH1621  ___________________________________________________________________
 AH1621* NAD 83(1993)-  27 48 36.57965(N)    097 25 00.68427(W)     ADJUSTED  
 AH1621* NAVD 88     -        33.     (meters)     108.     (feet)  VERTCON   
 AH1621  ___________________________________________________________________
 AH1621  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1621  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH1621
 AH1621  HORZ ORDER  -  THIRD
 AH1621
 AH1621.The horizontal coordinates were established by classical geodetic methods
 AH1621.and adjusted by the National Geodetic Survey in February 1996..
 AH1621
 AH1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1621
 AH1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1621
 AH1621.The geoid height was determined by GEOID03.
 AH1621
 AH1621;                    North         East     Units Scale Factor Converg.
 AH1621;SPC TX S     - 5,237,947.327   406,724.195   MT  0.99999422   +0 29 30.3
 AH1621;SPC TX S     -17,184,832.19  1,334,394.30   sFT  0.99999422   +0 29 30.3
 AH1621;UTM  14      - 3,077,178.520   655,941.865   MT  0.99990016   +0 44 19.5
 AH1621
 AH1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1621!SPC TX S     -   0.99999896  x   0.99999422  =   0.99999318
 AH1621!UTM  14      -   0.99999896  x   0.99990016  =   0.99989912
 AH1621
 AH1621                          SUPERSEDED SURVEY CONTROL
 AH1621
 AH1621  NAD 83(1986)-  27 48 36.58140(N)    097 25 00.66245(W) AD(       ) 4
 AH1621  NGVD 29 (06/28/90)   33.     (m)          108.     (f) VERT ANG       
 AH1621
 AH1621.Superseded values are not recommended for survey control.
 AH1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1621.See file dsdata.txt to determine how the superseded data were derived.
 AH1621
 AH1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5594277179(NAD 83)
 AH1621_MARKER: 15 = RANGE MARKER
 AH1621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1621+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH1621
 AH1621  HISTORY     - Date     Condition        Report By
 AH1621  HISTORY     - 1989     FIRST OBSERVED   NOS
 AH1621
 AH1621                          STATION DESCRIPTION
 AH1621
 AH1621'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 AH1621'THE STATION, CORPUS CHRISTI CHANNEL B WEST RANGE LIGHT, IS LOCATED
 AH1621'ABOUT 2.0 KM (1.25 MI) W OF CORPUS CHRISTI HARBOR BRIDGE ON THE S
 AH1621'SHORE OF TURNING BASIN.  STATION IS SW OF THE SOUTHWESTERN OIL AND
 AH1621'REFINING CO. DOCK NO. 3.  OWNERSHIP--COAST GUARD AIDS TO NAVIGATION
 AH1621'TEAM, 1201 NAVIGATION, CORPUS CHRISTI, TX 78407, PHONE 512-888-3175.
 AH1621'TO REACH SEE ABOVE.
 AH1621'THE LANDMARK IS THE CENTER OF A FIXED GREEN LIGHT MOUNTED ON A
 AH1621'SKELETON TOWER AND IS 2.3 KM (1.45 MI) W OF THE FRONT RANGE LIGHT.  A
 AH1621'RECTANGULAR RED DAYBOARD BEARING A CENTRAL WHITE STRIPE IS VISIBLE 5
 AH1621'DEGREES EACH SIDE OF RANGELINE.  STATION CARRIED IN THE 1988 USCG
 AH1621'LIGHT LIST VOL. IV NO. 27340.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1622 ***********************************************************************
 AH1622  DESIGNATION -  CORPUS CHR HARBOR CUT F RNG LT
 AH1622  PID         -  AH1622
 AH1622  STATE/COUNTY-  TX/NUECES
 AH1622  USGS QUAD   -  PORTLAND (1975)
 AH1622
 AH1622                         *CURRENT SURVEY CONTROL
 AH1622  ___________________________________________________________________
 AH1622* NAD 83(1993)-  27 48 28.02415(N)    097 22 03.34791(W)     ADJUSTED  
 AH1622* NAVD 88     -        10.     (meters)      33.     (feet)  VERTCON   
 AH1622  ___________________________________________________________________
 AH1622  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1622  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH1622
 AH1622  HORZ ORDER  -  THIRD
 AH1622
 AH1622.The horizontal coordinates were established by classical geodetic methods
 AH1622.and adjusted by the National Geodetic Survey in February 1996..
 AH1622
 AH1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1622
 AH1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1622
 AH1622.The geoid height was determined by GEOID03.
 AH1622
 AH1622;                    North         East     Units Scale Factor Converg.
 AH1622;SPC TX S     - 5,237,726.586   411,580.123   MT  0.99999363   +0 30 50.8
 AH1622;SPC TX S     -17,184,107.97  1,350,325.79   sFT  0.99999363   +0 30 50.8
 AH1622;UTM  14      - 3,076,978.756   660,798.292   MT  0.99991915   +0 45 42.1
 AH1622
 AH1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1622!SPC TX S     -   1.00000254  x   0.99999363  =   0.99999617
 AH1622!UTM  14      -   1.00000254  x   0.99991915  =   0.99992169
 AH1622
 AH1622                          SUPERSEDED SURVEY CONTROL
 AH1622
 AH1622  NAD 83(1986)-  27 48 28.02665(N)    097 22 03.32445(W) AD(       ) 4
 AH1622  NGVD 29 (06/28/90)   10.     (m)           33.     (f) VERT ANG       
 AH1622
 AH1622.Superseded values are not recommended for survey control.
 AH1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1622.See file dsdata.txt to determine how the superseded data were derived.
 AH1622
 AH1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6079876979(NAD 83)
 AH1622_MARKER: 15 = RANGE MARKER
 AH1622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1622+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AH1622
 AH1622  HISTORY     - Date     Condition        Report By
 AH1622  HISTORY     - 1986     FIRST OBSERVED   NOS
 AH1622  HISTORY     - 20010730 GOOD             USPSQD
 AH1622
 AH1622                          STATION DESCRIPTION
 AH1622
 AH1622'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 AH1622'THE STATION, CORPUS CHRISTI HARBOR OUTER RANGE FRONT LIGHT, IS LOCATED
 AH1622'ABOUT 3.5 KM (2.15 MI) SE OF RINCON POINT, 3.4 KM (2.10 MI) E OF
 AH1622'DOWNTOWN CORPUS CHRISTI AND ON THE S SIDE OF THE SHIP CHANNEL.
 AH1622'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1622'CORPUS CHRISTI, TX 78407, PHONE 512-888-3175.
 AH1622'TO REACH PROCEED BY BOAT ONLY.
 AH1622'THE LANDMARK IS THE CENTER OF LIGHT MOUNTED TOP CENTER ON A SKELETON
 AH1622'TOWER ON PILES.  A RECTANGULAR RED DAYBOARD BEARING A CENTRAL WHITE
 AH1622'STRIPE FACES EAST.  STATION IS CARRIED IN THE 1988 USCG LIGHT LIST
 AH1622'VOL. IV NO. 27390.
 AH1622
 AH1622                          STATION RECOVERY (2001)
 AH1622
 AH1622'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1623 ***********************************************************************
 AH1623  DESIGNATION -  CORPUS CHR HARBOR CUT R RNG LT
 AH1623  PID         -  AH1623
 AH1623  STATE/COUNTY-  TX/NUECES
 AH1623  USGS QUAD   -  PORTLAND (1975)
 AH1623
 AH1623                         *CURRENT SURVEY CONTROL
 AH1623  ___________________________________________________________________
 AH1623* NAD 83(1993)-  27 48 26.11127(N)    097 21 52.45693(W)     ADJUSTED  
 AH1623* NAVD 88     -        17.     (meters)      56.     (feet)  VERTCON   
 AH1623  ___________________________________________________________________
 AH1623  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1623  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH1623
 AH1623  HORZ ORDER  -  THIRD
 AH1623
 AH1623.The horizontal coordinates were established by classical geodetic methods
 AH1623.and adjusted by the National Geodetic Survey in February 1996..
 AH1623
 AH1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1623
 AH1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1623
 AH1623.The geoid height was determined by GEOID03.
 AH1623
 AH1623;                    North         East     Units Scale Factor Converg.
 AH1623;SPC TX S     - 5,237,670.385   411,878.737   MT  0.99999350   +0 30 55.8
 AH1623;SPC TX S     -17,183,923.59  1,351,305.49   sFT  0.99999350   +0 30 55.8
 AH1623;UTM  14      - 3,076,923.849   661,097.123   MT  0.99992034   +0 45 47.1
 AH1623
 AH1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1623!SPC TX S     -   1.00000149  x   0.99999350  =   0.99999499
 AH1623!UTM  14      -   1.00000149  x   0.99992034  =   0.99992183
 AH1623
 AH1623                          SUPERSEDED SURVEY CONTROL
 AH1623
 AH1623  NAD 83(1986)-  27 48 26.11392(N)    097 21 52.43368(W) AD(       ) 4
 AH1623  NGVD 29 (06/28/90)   17.     (m)           56.     (f) VERT ANG       
 AH1623
 AH1623.Superseded values are not recommended for survey control.
 AH1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1623.See file dsdata.txt to determine how the superseded data were derived.
 AH1623
 AH1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6109776924(NAD 83)
 AH1623_MARKER: 15 = RANGE MARKER
 AH1623_MARK LOGO: NGS   
 AH1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1623+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1623
 AH1623  HISTORY     - Date     Condition        Report By
 AH1623  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1623  HISTORY     - 1985     GOOD             NGS
 AH1623  HISTORY     - 19890215 GOOD             NOS
 AH1623  HISTORY     - 20010730 GOOD             USPSQD
 AH1623
 AH1623                          STATION DESCRIPTION
 AH1623
 AH1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1623'THE STATION, CORPUS CHRISTI HARBOR OUTER RANGE REAR LIGHT
 AH1623'IS LOCATED ABOUT 3.5 KM (2.2 MI) SOUTHEAST OF RINCON POINT, 3.4 KM
 AH1623'(2.1 MI) EAST OF DOWNTOWN CORPUS CHRISTI AND ON THE SOUTH SIDE OF
 AH1623'THE SHIP CHANNEL.
 AH1623'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1623'CORPUS CHRISTI TX, PHONE 512-888-3175.
 AH1623'
 AH1623'TO REACH THE STATION IS BY BOAT. SEE GENERAL LOCATION.
 AH1623'
 AH1623'THE LANDMARK IS THE CENTER OF THE DIRECTIONAL LIGHT MOUNTED TOP
 AH1623'CENTER ON A SLOPED STEEL FOUR LEGGED TOWER SET ON A WOODEN PLATFORM
 AH1623'ON PILINGS. AN ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK FACES
 AH1623'WEST. LIGHT IS LISTED AT 13 METERS (42 FT) ABOVE THE WATER. STATION
 AH1623'IS CARRIED IN THE 1984 USCG LIGHT LIST AS NUMBER 3345.
 AH1623'
 AH1623'DESCRIBED BY G. R. HEID.
 AH1623
 AH1623                          STATION RECOVERY (1985)
 AH1623
 AH1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1623'RECOVERED IN GOOD CONDITION.
 AH1623
 AH1623                          STATION RECOVERY (1989)
 AH1623
 AH1623'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1623'THE STATION, CORPUS CHRISTI HARBOR OUTER RANGE REAR LIGHT, IS LOCATED
 AH1623'ABOUT 3.5 KM (2.15 MI) SE OR RINCON POINT, 3.4 KM (2.10 MI) E OF
 AH1623'DOWNTOWN CORPUS CHRISTI AND ON THE S SIDE OF THE SHIP CHANNEL.
 AH1623'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1623'CORPUS CHRISTI, TX 78407, PHONE 512-888-3175.
 AH1623'TO REACH PROCEED BY BOAT ONLY.
 AH1623'THE LANDMARK IS THE CENTER OF THE DIRECTIONAL LIGHT MOUNTED TOP CENTER
 AH1623'ON A SLOPED STEEL FOUR LEGGED TOWER SET ON A WOODEN PLATFORM ON
 AH1623'PILINGS.  AN ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK FACES WEST.
 AH1623'STATION IS CARRIED IN THE 1988 USCG LIGHT LIST VOL. IV NO. 27395.
 AH1623
 AH1623                          STATION RECOVERY (2001)
 AH1623
 AH1623'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1624 ***********************************************************************
 AH1624  DESIGNATION -  CORPUS CHR INDUST CANAL RNG F
 AH1624  PID         -  AH1624
 AH1624  STATE/COUNTY-  TX/NUECES
 AH1624  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1624
 AH1624                         *CURRENT SURVEY CONTROL
 AH1624  ___________________________________________________________________
 AH1624* NAD 83(1993)-  27 49 14.41811(N)    097 25 58.12377(W)     ADJUSTED  
 AH1624* NAVD 88     -        16.     (meters)      52.     (feet)  VERTCON   
 AH1624  ___________________________________________________________________
 AH1624  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH1624  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH1624
 AH1624  HORZ ORDER  -  THIRD
 AH1624
 AH1624.The horizontal coordinates were established by classical geodetic methods
 AH1624.and adjusted by the National Geodetic Survey in February 1996..
 AH1624.No horizontal observational check was made to the station.
 AH1624
 AH1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1624
 AH1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1624
 AH1624.The geoid height was determined by GEOID03.
 AH1624
 AH1624;                    North         East     Units Scale Factor Converg.
 AH1624;SPC TX S     - 5,239,098.644   405,142.265   MT  0.99999682   +0 29 04.2
 AH1624;SPC TX S     -17,188,609.47  1,329,204.25   sFT  0.99999682   +0 29 04.2
 AH1624;UTM  14      - 3,078,322.893   654,355.143   MT  0.99989408   +0 43 53.6
 AH1624
 AH1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1624!SPC TX S     -   1.00000170  x   0.99999682  =   0.99999852
 AH1624!UTM  14      -   1.00000170  x   0.99989408  =   0.99989578
 AH1624
 AH1624                          SUPERSEDED SURVEY CONTROL
 AH1624
 AH1624  NAD 83(1986)-  27 49 14.41973(N)    097 25 58.10198(W) AD(       ) 4
 AH1624  NGVD 29 (06/28/90)   16.     (m)           52.     (f) VERT ANG       
 AH1624
 AH1624.Superseded values are not recommended for survey control.
 AH1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1624.See file dsdata.txt to determine how the superseded data were derived.
 AH1624
 AH1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5435578323(NAD 83)
 AH1624_MARKER: 15 = RANGE MARKER
 AH1624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1624+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AH1624
 AH1624  HISTORY     - Date     Condition        Report By
 AH1624  HISTORY     - 1987     FIRST OBSERVED   NOS
 AH1624
 AH1624                          STATION DESCRIPTION
 AH1624
 AH1624'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 AH1624'THE STATION, CORPUS CHRISTI CHANNEL INDUSTRIAL CANAL RANGE FRONT
 AH1624'LIGHT, IS LOCATED ON THE S SHORE NEAR THE AVERY POINT TURNING BASIN.
 AH1624'RANGE LIGHT USED TO NAVIGATED WEST BOUND THROUGH THE INDUSTRIAL CANAL.
 AH1624'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1624'CORPUS CHRISTI, TX 78407, PHONE 512-888-3175.
 AH1624'TO REACH SEE ABOVE.
 AH1624'THE LANDMARK IS THE CENTER OF A FIXED GREEN LIGHT MOUNTED ON A
 AH1624'SKELETON TOWER ON PILES.  A RECTANGULAR RED DAYBOARD BEARING A CENTRAL
 AH1624'WHITE STRIPE IS VISIBLE 2 DEGREES EACH SIDE OF RANGELINE.  STATION
 AH1624'CARRIED IN THE 1988 USCG LIGHT LIST VOL. IV NO. 27400.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1625 ***********************************************************************
 AH1625  DESIGNATION -  CORPUS CHR INDUST CANAL RNG R
 AH1625  PID         -  AH1625
 AH1625  STATE/COUNTY-  TX/NUECES
 AH1625  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1625
 AH1625                         *CURRENT SURVEY CONTROL
 AH1625  ___________________________________________________________________
 AH1625* NAD 83(1993)-  27 49 17.44361(N)    097 26 05.84252(W)     ADJUSTED  
 AH1625* NAVD 88     -        22.     (meters)      72.     (feet)  VERTCON   
 AH1625  ___________________________________________________________________
 AH1625  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH1625  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH1625
 AH1625  HORZ ORDER  -  THIRD
 AH1625
 AH1625.The horizontal coordinates were established by classical geodetic methods
 AH1625.and adjusted by the National Geodetic Survey in February 1996..
 AH1625.No horizontal observational check was made to the station.
 AH1625
 AH1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1625
 AH1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1625
 AH1625.The geoid height was determined by GEOID03.
 AH1625
 AH1625;                    North         East     Units Scale Factor Converg.
 AH1625;SPC TX S     - 5,239,189.988   404,930.242   MT  0.99999703   +0 29 00.7
 AH1625;SPC TX S     -17,188,909.15  1,328,508.64   sFT  0.99999703   +0 29 00.7
 AH1625;UTM  14      - 3,078,413.312   654,142.750   MT  0.99989327   +0 43 50.1
 AH1625
 AH1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1625!SPC TX S     -   1.00000079  x   0.99999703  =   0.99999782
 AH1625!UTM  14      -   1.00000079  x   0.99989327  =   0.99989406
 AH1625
 AH1625                          SUPERSEDED SURVEY CONTROL
 AH1625
 AH1625  NAD 83(1986)-  27 49 17.44520(N)    097 26 05.82077(W) AD(       ) 4
 AH1625  NGVD 29 (06/28/90)   22.     (m)           72.     (f) VERT ANG       
 AH1625
 AH1625.Superseded values are not recommended for survey control.
 AH1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1625.See file dsdata.txt to determine how the superseded data were derived.
 AH1625
 AH1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5414378413(NAD 83)
 AH1625_MARKER: 15 = RANGE MARKER
 AH1625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1625+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AH1625
 AH1625  HISTORY     - Date     Condition        Report By
 AH1625  HISTORY     - 1987     FIRST OBSERVED   NOS
 AH1625
 AH1625                          STATION DESCRIPTION
 AH1625
 AH1625'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 AH1625'THE STATION, CORPUS CHRISTI CHANNEL INDUSTRIAL CANAL RANGE REAR LIGHT,
 AH1625'IS LOCATED ON THE S SHORE NEAR THE AVERY POINT TURNING BASIN.  RANGE
 AH1625'LIGHT USED TO NAVIGATED WEST BOUND THROUGH THE INDUSTRIAL CANAL.
 AH1625'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1625'CORPUS CHRISTI, TX 78407, PHONE 512-888-3175.
 AH1625'TO REACH SEE ABOVE.
 AH1625'THE LANDMARK IS THE CENTER OF A FIXED GREEN LIGHT MOUNTED ON A
 AH1625'SKELETON TOWER ON PILES.  A RECTANGULAR RED DAYBOARD BEARING A CENTRAL
 AH1625'WHITE STRIPE IS VISIBLE 2 DEGREES EACH SIDE OF RANGELINE.  STATION IS
 AH1625'LOCATED 226.78 M (744.0 FT) 293 DEGREES FROM FRONT RANGE LIGHT.
 AH1625'STATION CARRIED IN THE 1988 USCG LIGHT LIST VOL. IV NO. 27405.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1344 ***********************************************************************
 AH1344  DESIGNATION -  CORPUS CHR RABBIT RD INCIN STK
 AH1344  PID         -  AH1344
 AH1344  STATE/COUNTY-  TX/NUECES
 AH1344  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1344
 AH1344                         *CURRENT SURVEY CONTROL
 AH1344  ___________________________________________________________________
 AH1344* NAD 83(1993)-  27 46 33.52033(N)    097 25 18.91429(W)     ADJUSTED  
 AH1344* NAVD 88     -                                                        
 AH1344  ___________________________________________________________________
 AH1344  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AH1344  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AH1344
 AH1344  HORZ ORDER  -  THIRD
 AH1344
 AH1344.The horizontal coordinates were established by classical geodetic methods
 AH1344.and adjusted by the National Geodetic Survey in February 1996..
 AH1344
 AH1344
 AH1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1344
 AH1344.The geoid height was determined by GEOID03.
 AH1344
 AH1344;                    North         East     Units Scale Factor Converg.
 AH1344;SPC TX S     - 5,234,155.187   406,257.611   MT  0.99998598   +0 29 22.0
 AH1344;SPC TX S     -17,172,390.81  1,332,863.51   sFT  0.99998598   +0 29 22.0
 AH1344;UTM  14      - 3,073,384.752   655,491.644   MT  0.99989843   +0 44 08.0
 AH1344
 AH1344                          SUPERSEDED SURVEY CONTROL
 AH1344
 AH1344  NAD 83(1986)-  27 46 33.52969(N)    097 25 18.89494(W) AD(       ) 4
 AH1344  NAD 27      -  27 46 32.43400(N)    097 25 17.90700(W) AD(       ) 3
 AH1344
 AH1344.Superseded values are not recommended for survey control.
 AH1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1344.See file dsdata.txt to determine how the superseded data were derived.
 AH1344
 AH1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5549273385(NAD 83)
 AH1344_MARKER: 63 = STACK
 AH1344
 AH1344  HISTORY     - Date     Condition        Report By
 AH1344  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1344  HISTORY     - 1964     GOOD             CGS
 AH1344
 AH1344                          STATION DESCRIPTION
 AH1344
 AH1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1344'THE STATION IS LOCATED AT THE MUNICIPAL INCINERATOR IN CORPUS
 AH1344'CHRISTI.
 AH1344'
 AH1344'THE STATION IS THE YELLOW BRICK STACK ON THE NORTHWEST SIDE
 AH1344'OF THE INCINERATOR AND ABOUT 90 FEET HIGH.
 AH1344'
 AH1344'THIS INCINERATOR WAS BUILT IN 1943 AND IS BETWEEN RABBIT
 AH1344'RUN ROAD, ELGIN STREET AND BALDWIN BOULEVARD AND SHOULD NOT
 AH1344'BE CONFUSED WITH THE INCINERATOR STACK LOCATED IN 1931.  THIS
 AH1344'INCINERATOR, ACCORDING TO LOCAL INFORMATION IS KNOWN AS RABBIT
 AH1344'RUN INCINERATOR AND THE ONE PREVIOUSLY LOCATED IS KNOWN AS
 AH1344'WEST BROADWAY INCINERATOR.
 AH1344
 AH1344                          STATION RECOVERY (1964)
 AH1344
 AH1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1344'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 AH1344'IS ADEQUATE WITH THE NOTE THAT THE INCINERATOR IS LOCATED
 AH1344'IN THE BLOCK BOUNDED BY BALDWIN, ELGIN, GREENWOOD, AND REYNA
 AH1344'STREETS.  RABBIT RUN ROAD IS NOW GREENWOOD ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1310 ***********************************************************************
 AH1310  DESIGNATION -  CORPUS CHRI CABANISS CONT TWR
 AH1310  PID         -  AH1310
 AH1310  STATE/COUNTY-  TX/NUECES
 AH1310  USGS QUAD   -  OSO CREEK NW (1975)
 AH1310
 AH1310                         *CURRENT SURVEY CONTROL
 AH1310  ___________________________________________________________________
 AH1310* NAD 83(1993)-  27 42 15.48072(N)    097 26 15.02538(W)     ADJUSTED  
 AH1310* NAVD 88     -                                                        
 AH1310  ___________________________________________________________________
 AH1310  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AH1310  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AH1310
 AH1310  HORZ ORDER  -  THIRD
 AH1310
 AH1310.The horizontal coordinates were established by classical geodetic methods
 AH1310.and adjusted by the National Geodetic Survey in February 1996..
 AH1310
 AH1310
 AH1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1310
 AH1310.The geoid height was determined by GEOID03.
 AH1310
 AH1310;                    North         East     Units Scale Factor Converg.
 AH1310;SPC TX S     - 5,226,199.636   404,788.290   MT  0.99996988   +0 28 56.6
 AH1310;SPC TX S     -17,146,289.97  1,328,042.91   sFT  0.99996988   +0 28 56.6
 AH1310;UTM  14      - 3,065,423.641   654,056.493   MT  0.99989295   +0 43 35.6
 AH1310
 AH1310                          SUPERSEDED SURVEY CONTROL
 AH1310
 AH1310  NAD 83(1986)-  27 42 15.48987(N)    097 26 15.00528(W) AD(       ) 4
 AH1310  NAD 27      -  27 42 14.38000(N)    097 26 14.03000(W) AD(       ) 3
 AH1310
 AH1310.Superseded values are not recommended for survey control.
 AH1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1310.See file dsdata.txt to determine how the superseded data were derived.
 AH1310
 AH1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5405665424(NAD 83)
 AH1310_MARKER: 58 = CONTROL TOWER
 AH1310
 AH1310  HISTORY     - Date     Condition        Report By
 AH1310  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1310  HISTORY     - 1963     GOOD             CGS
 AH1310  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AH1310
 AH1310                          STATION DESCRIPTION
 AH1310
 AH1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1310'THE STATION IS LOCATED SOUTHWEST OF CORPUS CHRISTI, 4.9
 AH1310'MILES SOUTH ALONG FARM ROAD 665 FROM ITS INTERSECTION WITH
 AH1310'STATE HIGHWAY 44, THENCE 4.0 MILES EAST ALONG STATE HIGHWAY
 AH1310'357 TO CABANISS FIELD.
 AH1310'
 AH1310'THE STATION IS THE BEACON ATOP THE CONTROL TOWER AT THE FIELD.
 AH1310'IT IS LOCATED AT THE SOUTHWEST CORNER OF THE MOST WESTERLY
 AH1310'OF THREE HANGARS.  THE BEACON IS ABOUT 60 FEET ABOVE THE
 AH1310'GROUND.
 AH1310
 AH1310                          STATION RECOVERY (1963)
 AH1310
 AH1310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AH1310'THE STATION HAS BEEN DESTROYED.
 AH1310
 AH1310                          STATION RECOVERY (1988)
 AH1310
 AH1310'RECOVERY NOTE BY US POWER SQUADRON 1988 (WWM)
 AH1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1311 ***********************************************************************
 AH1311  DESIGNATION -  CORPUS CHRI CABANISS FLD STK
 AH1311  PID         -  AH1311
 AH1311  STATE/COUNTY-  TX/NUECES
 AH1311  USGS QUAD   -  OSO CREEK NW (1975)
 AH1311
 AH1311                         *CURRENT SURVEY CONTROL
 AH1311  ___________________________________________________________________
 AH1311* NAD 83(1993)-  27 42 20.91205(N)    097 26 02.39292(W)     ADJUSTED  
 AH1311* NAVD 88     -                                                        
 AH1311  ___________________________________________________________________
 AH1311  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AH1311  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AH1311
 AH1311  HORZ ORDER  -  THIRD
 AH1311
 AH1311.The horizontal coordinates were established by classical geodetic methods
 AH1311.and adjusted by the National Geodetic Survey in February 1996..
 AH1311
 AH1311
 AH1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1311
 AH1311.The geoid height was determined by GEOID03.
 AH1311
 AH1311;                    North         East     Units Scale Factor Converg.
 AH1311;SPC TX S     - 5,226,369.730   405,132.946   MT  0.99997020   +0 29 02.3
 AH1311;SPC TX S     -17,146,848.02  1,329,173.67   sFT  0.99997020   +0 29 02.3
 AH1311;UTM  14      - 3,065,595.189   654,400.395   MT  0.99989426   +0 43 41.6
 AH1311
 AH1311                          SUPERSEDED SURVEY CONTROL
 AH1311
 AH1311  NAD 83(1986)-  27 42 20.92119(N)    097 26 02.37275(W) AD(       ) 4
 AH1311  NAD 27      -  27 42 19.81200(N)    097 26 01.39700(W) AD(       ) 3
 AH1311
 AH1311.Superseded values are not recommended for survey control.
 AH1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1311.See file dsdata.txt to determine how the superseded data were derived.
 AH1311
 AH1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5440065595(NAD 83)
 AH1311_MARKER: 63 = STACK
 AH1311
 AH1311  HISTORY     - Date     Condition        Report By
 AH1311  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1311  HISTORY     - 1963     GOOD             CGS
 AH1311  HISTORY     - 1973     GOOD             NGS
 AH1311  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AH1311
 AH1311                          STATION DESCRIPTION
 AH1311
 AH1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1311'THE STATION IS LOCATED SOUTHWEST OF CORPUS CHRISTI, 4.9 MILES
 AH1311'SOUTH ALONG FARM ROAD 665 FROM ITS INTERSECTION WITH STATE
 AH1311'HIGHWAY 44, THENCE 4.0 MILES EAST ALONG STATE HIGHWAY 357
 AH1311'TO CABANISS FIELD.
 AH1311'
 AH1311'THE STACK IS LOCATED ALONG THE SOUTH LINE OF THE BUILDING
 AH1311'AREA, IN THE NORTHWEST CORNER OF A STREET INTERSECTION, 90
 AH1311'FEET NORTH OF AN EAST-WEST STREET, 120 FEET WEST OF A
 AH1311'NORTH-SOUTH STREET, AND DIRECTLY ACROSS THE STREET FROM
 AH1311'THE FIRE STATION.
 AH1311'
 AH1311'THE STACK IS MADE OF YELLOW BRICK AND IT IS ABOUT 90 FEET
 AH1311'HIGH, WITH A RING OF RED OBSTRUCTION LIGHTS AROUND THE TOP.
 AH1311
 AH1311                          STATION RECOVERY (1963)
 AH1311
 AH1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AH1311'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 AH1311'THE STACK IS NOW PAINTED WITH RED AND WHITE STRIPES.
 AH1311
 AH1311                          STATION RECOVERY (1973)
 AH1311
 AH1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 AH1311'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 AH1311
 AH1311                          STATION RECOVERY (1988)
 AH1311
 AH1311'RECOVERY NOTE BY US POWER SQUADRON 1988 (WWM)
 AH1311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1148 ***********************************************************************
 AH1148  DESIGNATION -  CORPUS CHRI CHAN AE RNG FT LT
 AH1148  PID         -  AH1148
 AH1148  STATE/COUNTY-  TX/ARANSAS
 AH1148  USGS QUAD   -  PORT ARANSAS (1975)
 AH1148
 AH1148                         *CURRENT SURVEY CONTROL
 AH1148  ___________________________________________________________________
 AH1148* NAD 83(1993)-  27 50 41.79066(N)    097 03 17.91857(W)     ADJUSTED  
 AH1148* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1148  ___________________________________________________________________
 AH1148  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH1148  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH1148
 AH1148  HORZ ORDER  -  SECOND
 AH1148
 AH1148.The horizontal coordinates were established by classical geodetic methods
 AH1148.and adjusted by the National Geodetic Survey in February 1996..
 AH1148
 AH1148.The orthometric height was scaled from a topographic map.
 AH1148
 AH1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1148
 AH1148.The geoid height was determined by GEOID03.
 AH1148
 AH1148;                    North         East     Units Scale Factor Converg.
 AH1148;SPC TXSC     - 4,002,880.125   791,618.316   MT  1.00019801   +0 57 10.4
 AH1148;SPC TXSC     -13,132,782.54  2,597,167.76   sFT  1.00019801   +0 57 10.4
 AH1148;SPC TX S     - 5,242,158.518   442,335.371   MT  1.00000296   +0 39 21.8
 AH1148;SPC TX S     -17,198,648.40  1,451,228.63   sFT  1.00000296   +0 39 21.8
 AH1148;UTM  14      - 3,081,544.834   691,533.463   MT  1.00005282   +0 54 31.5
 AH1148
 AH1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1148!SPC TXSC     -   1.00000400  x   1.00019801  =   1.00020201
 AH1148!SPC TX S     -   1.00000400  x   1.00000296  =   1.00000696
 AH1148!UTM  14      -   1.00000400  x   1.00005282  =   1.00005682
 AH1148
 AH1148|---------------------------------------------------------------------|
 AH1148| PID    Reference Object                     Distance      Geod. Az  |
 AH1148|                                                           dddmmss.s |
 AH1148| AH1162 CLINE POINT BEACON                  350.067 METERS 19933     |
 AH1148| AH1139 PORT ARANSAS CG WEA BUR MAST        APPROX. 0.9 KM 2102322.8 |
 AH1148| AH1140 PORT ARANSAS CHANNEL BEACON 2       APPROX. 0.7 KM 2440655.1 |
 AH1148|---------------------------------------------------------------------|
 AH1148
 AH1148                          SUPERSEDED SURVEY CONTROL
 AH1148
 AH1148  NAD 83(1986)-  27 50 41.79852(N)    097 03 17.89632(W) AD(       ) 2
 AH1148  NAD 27      -  27 50 40.77100(N)    097 03 16.91500(W) AD(       ) 2
 AH1148
 AH1148.Superseded values are not recommended for survey control.
 AH1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1148.See file dsdata.txt to determine how the superseded data were derived.
 AH1148
 AH1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9153381545(NAD 83)
 AH1148_MARKER: 15 = RANGE MARKER
 AH1148
 AH1148  HISTORY     - Date     Condition        Report By
 AH1148  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1148  HISTORY     - 1970     GOOD             NGS
 AH1148
 AH1148                          STATION DESCRIPTION
 AH1148
 AH1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (ALP)
 AH1148'STATION DESTROYED.  THE OLD LIGHT HAS BEEN TORN DOWN AND A NEW
 AH1148'LIGHT BUILT IN THE SAME AREA.
 AH1148'
 AH1148'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PORT
 AH1148'ARANSAS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1626 ***********************************************************************
 AH1626  DESIGNATION -  CORPUS CHRI CHAN AE RNG FT LT
 AH1626  PID         -  AH1626
 AH1626  STATE/COUNTY-  TX/ARANSAS
 AH1626  USGS QUAD   -  PORT ARANSAS (1975)
 AH1626
 AH1626                         *CURRENT SURVEY CONTROL
 AH1626  ___________________________________________________________________
 AH1626* NAD 83(1993)-  27 50 41.21382(N)    097 03 16.99436(W)     ADJUSTED  
 AH1626* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 AH1626  ___________________________________________________________________
 AH1626  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH1626  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH1626
 AH1626  HORZ ORDER  -  THIRD
 AH1626
 AH1626.The horizontal coordinates were established by classical geodetic methods
 AH1626.and adjusted by the National Geodetic Survey in February 1996..
 AH1626
 AH1626.The orthometric height was scaled from a topographic map.
 AH1626
 AH1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1626
 AH1626.The geoid height was determined by GEOID03.
 AH1626
 AH1626;                    North         East     Units Scale Factor Converg.
 AH1626;SPC TXSC     - 4,002,862.788   791,643.901   MT  1.00019808   +0 57 10.9
 AH1626;SPC TXSC     -13,132,725.66  2,597,251.70   sFT  1.00019808   +0 57 10.9
 AH1626;SPC TX S     - 5,242,141.053   442,360.861   MT  1.00000292   +0 39 22.2
 AH1626;SPC TX S     -17,198,591.10  1,451,312.26   sFT  1.00000292   +0 39 22.2
 AH1626;UTM  14      - 3,081,527.480   691,559.031   MT  1.00005294   +0 54 31.9
 AH1626
 AH1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1626!SPC TXSC     -   1.00000227  x   1.00019808  =   1.00020035
 AH1626!SPC TX S     -   1.00000227  x   1.00000292  =   1.00000519
 AH1626!UTM  14      -   1.00000227  x   1.00005294  =   1.00005521
 AH1626
 AH1626                          SUPERSEDED SURVEY CONTROL
 AH1626
 AH1626  NAD 83(1986)-  27 50 41.22009(N)    097 03 16.97073(W) AD(       ) 4
 AH1626
 AH1626.Superseded values are not recommended for survey control.
 AH1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1626.See file dsdata.txt to determine how the superseded data were derived.
 AH1626
 AH1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9155981527(NAD 83)
 AH1626_MARKER: 15 = RANGE MARKER
 AH1626_MARK LOGO: NGS   
 AH1626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1626+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1626
 AH1626  HISTORY     - Date     Condition        Report By
 AH1626  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1626  HISTORY     - 1985     GOOD             NGS
 AH1626  HISTORY     - 1988     GOOD             NOS
 AH1626  HISTORY     - 19890215 GOOD             NOS
 AH1626
 AH1626                          STATION DESCRIPTION
 AH1626
 AH1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1626'THE STATION, CORPUS CHRISTI CHANNEL CUT A RANGE FRONT LIGHT IS
 AH1626'LOCATED AT PORT ARANSAS, AT THE SOUTHWEST TIP OF SAN HOSE ISLAND
 AH1626'AND ON THE NORTH SIDE OF THE SHIP CHANNEL.
 AH1626'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1626'CORPUS CHRISTI TX, PHONE 512-888-3175.
 AH1626'
 AH1626'TO REACH THE STATION IS BY BOAT. SEE GENERAL LOCATION.
 AH1626'
 AH1626'THE LANDMARK IS THE WHITE HORIZON LIGHT MOUNTED ATOP A DIRECTIONAL
 AH1626'LIGHT ON A POLE TOP CENTER ON A SQUARE FOUR LEGGED STEEL TOWER THAT
 AH1626'SITS ON A PLATFORM ON PILINGS. AN ORANGE AND WHITE VERTICAL
 AH1626'RECTANGULAR DAYBOARD FACES SOUTHWEST. THIS LIGHT IS LISTED AT 12
 AH1626'METERS (39 FT) ABOVE THE WATER. STATION IS CARRIED IN THE 1984 USCG
 AH1626'LIGHT LIST AS NUMBER 3304.
 AH1626'
 AH1626'DESCRIBED BY G. R. HEID.
 AH1626'AN EDM TIE WAS MADE FROM STATION 25 USE.
 AH1626
 AH1626                          STATION RECOVERY (1985)
 AH1626
 AH1626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1626'RECOVERED IN GOOD CONDITION.
 AH1626
 AH1626                          STATION RECOVERY (1988)
 AH1626
 AH1626'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1626'THE STATION WAS RECOVERED AT THIS DATE.
 AH1626'THE 1985 GP WAS VERIFIED AT THIS TIME.
 AH1626'
 AH1626'RECOVERED BY GLM.
 AH1626
 AH1626                          STATION RECOVERY (1989)
 AH1626
 AH1626'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1626'THE STATION, CORPUS CHRISTI CHANNEL CUT A EAST RANGE FRONT LIGHT, IS
 AH1626'LOCATED AT PORT ARANSAS, AT THE SW TIP OF SAN HOSE ISLAND AND ON THE N
 AH1626'SIDE OF THE SHIP CHANNEL.  OWNERSHIP--COAST GUARD AIDS TO NAVIGATION
 AH1626'TEAM, 1201 NAVIGATION, CORPUS CHRISTI, TX, PHONE 512-888-3175.
 AH1626'TO REACH PROCEED BY BOAT ONLY.
 AH1626'THE LANDMARK IS THE WHITE HORIZON LIGHT MOUNTED ATOP A DIRECTIONAL
 AH1626'LIGHT ON A POLE TOP CENTER ON A SQUARE FOUR LEGGED STEEL TOWER THAT
 AH1626'SITS ON A PLATFORM ON PILINGS.  AN ORANGE AND WHITE VERTICAL
 AH1626'RECTANGULAR DAYBOARD FACES SW.  STATION IS CARRIED IN THE 1988 USCG
 AH1626'LIGHT LIST VOL. IV NO. 27090.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1627 ***********************************************************************
 AH1627  DESIGNATION -  CORPUS CHRI CHAN AE RNG R LT
 AH1627  PID         -  AH1627
 AH1627  STATE/COUNTY-  TX/ARANSAS
 AH1627  USGS QUAD   -  PORT ARANSAS (1975)
 AH1627
 AH1627                         *CURRENT SURVEY CONTROL
 AH1627  ___________________________________________________________________
 AH1627* NAD 83(1993)-  27 50 46.34607(N)    097 02 49.23920(W)     ADJUSTED  
 AH1627* NAVD 88     -        26.     (meters)      85.     (feet)  VERTCON   
 AH1627  ___________________________________________________________________
 AH1627  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1627  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH1627
 AH1627  HORZ ORDER  -  THIRD
 AH1627
 AH1627.The horizontal coordinates were established by classical geodetic methods
 AH1627.and adjusted by the National Geodetic Survey in February 1996..
 AH1627
 AH1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1627
 AH1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1627
 AH1627.The geoid height was determined by GEOID03.
 AH1627
 AH1627;                    North         East     Units Scale Factor Converg.
 AH1627;SPC TXSC     - 4,003,033.439   792,400.738   MT  1.00019744   +0 57 24.5
 AH1627;SPC TXSC     -13,133,285.54  2,599,734.75   sFT  1.00019744   +0 57 24.5
 AH1627;SPC TX S     - 5,242,307.746   443,118.425   MT  1.00000328   +0 39 34.8
 AH1627;SPC TX S     -17,199,138.00  1,453,797.70   sFT  1.00000328   +0 39 34.8
 AH1627;UTM  14      - 3,081,697.523   692,315.891   MT  1.00005653   +0 54 45.1
 AH1627
 AH1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1627!SPC TXSC     -   1.00000008  x   1.00019744  =   1.00019752
 AH1627!SPC TX S     -   1.00000008  x   1.00000328  =   1.00000336
 AH1627!UTM  14      -   1.00000008  x   1.00005653  =   1.00005661
 AH1627
 AH1627                          SUPERSEDED SURVEY CONTROL
 AH1627
 AH1627  NAD 83(1986)-  27 50 46.35100(N)    097 02 49.21537(W) AD(       ) 4
 AH1627  NGVD 29 (06/28/90)   26.     (m)           85.     (f) VERT ANG       
 AH1627
 AH1627.Superseded values are not recommended for survey control.
 AH1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1627.See file dsdata.txt to determine how the superseded data were derived.
 AH1627
 AH1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9231681698(NAD 83)
 AH1627_MARKER: 15 = RANGE MARKER
 AH1627_MARK LOGO: NGS   
 AH1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1627+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1627
 AH1627  HISTORY     - Date     Condition        Report By
 AH1627  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1627  HISTORY     - 1985     GOOD             NGS
 AH1627  HISTORY     - 1988     GOOD             NOS
 AH1627  HISTORY     - 19890215 GOOD             NOS
 AH1627  HISTORY     - 19891019 GOOD             NOS
 AH1627
 AH1627                          STATION DESCRIPTION
 AH1627
 AH1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1627'THE STATION, CORPUS CHRISTI CHIP CHANNEL CUT A RANGE REAR LIGHT
 AH1627'IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHEAST OF PORT ARANSAS AND AT
 AH1627'THE SOUTHEAST END OF SAN HOSE ISLAND.
 AH1627'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1627'CORPUS CHRISTI TX, PHONE 512-888-3175.
 AH1627'
 AH1627'TO REACH THE STATION IS BY BOAT. SEE GENERAL LOCATION.
 AH1627'
 AH1627'THE LANDMARK IS THE CENTER OF THE DIRECTIONAL LIGHT MOUNTED TOP
 AH1627'CENTER ON A SLOPED 4 LEGGED STEEL TOWER SET ON A CONCRETE BLOCK. AN
 AH1627'ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK FACES SOUTHWEST.
 AH1627'LIGHT IS LISTED AT 24 METERS (78 FT) ABOVE THE WATER. STATION IS
 AH1627'CARRIED IN THE 1984 USCG LIGHT LIST AS NUMBER 3305.
 AH1627'
 AH1627'DESCRIBED BY G. R. HEID.
 AH1627
 AH1627                          STATION RECOVERY (1985)
 AH1627
 AH1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1627'RECOVERED IN GOOD CONDITION.
 AH1627
 AH1627                          STATION RECOVERY (1988)
 AH1627
 AH1627'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1627'THE STATION WAS RECOVERED AT THIS DATE.
 AH1627'GEODETIC POSITION WAS VERIFIED AT THIS TIME.
 AH1627'
 AH1627'RECOVERED BY GLM.
 AH1627
 AH1627                          STATION RECOVERY (1989)
 AH1627
 AH1627'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1627'THE STATION, CORPUS CHRISTI CHIP CHANNEL CUT A EAST RANGE REAR LIGHT,
 AH1627'IS LOCATED ABOUT 1.6 KM (1.00 MI) NE OF PORT ARANSAS AND AT THE SE END
 AH1627'OF SAN HOSE ISLAND.  OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM,
 AH1627'1201 NAVIGATION, CORPUS CHRISTI, TX, PHONE 512-888-3175.
 AH1627'TO REACH PROCEED BY BOAT ONLY.
 AH1627'THE LANDMARK IS THE CENTER OF THE DIRECTIONAL LIGHT MOUNTED TOP CENTER
 AH1627'ON A SLOPED 4 LEGGED STEEL TOWER SET ON A CONCRETE BLOCK.  AN ORANGE
 AH1627'AND WHITE VERTICAL RECTANGULAR DAYMARK FACES SW.  STATION IS CARRIED
 AH1627'IN THE 1988 USCG LIGHT LIST VOL. IV NO. 27095.
 AH1627
 AH1627                          STATION RECOVERY (1989)
 AH1627
 AH1627'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1627'THE STATION WAS RECOVERED AT THIS TIME.  THE GEODETIC POSITION WAS
 AH1627'VERIFIED AT THIS TIME. RECOVERED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1172 ***********************************************************************
 AH1172  DESIGNATION -  CORPUS CHRI CHAN CUT B E LT
 AH1172  PID         -  AH1172
 AH1172  STATE/COUNTY-  TX/NUECES
 AH1172  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1172
 AH1172                         *CURRENT SURVEY CONTROL
 AH1172  ___________________________________________________________________
 AH1172* NAD 83(1993)-  27 48 39.64310(N)    097 13 36.54606(W)     ADJUSTED  
 AH1172* NAVD 88     -                                                        
 AH1172  ___________________________________________________________________
 AH1172  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AH1172  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH1172
 AH1172  HORZ ORDER  -  THIRD
 AH1172
 AH1172.The horizontal coordinates were established by classical geodetic methods
 AH1172.and adjusted by the National Geodetic Survey in February 1996..
 AH1172
 AH1172
 AH1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1172
 AH1172.The geoid height was determined by GEOID03.
 AH1172
 AH1172;                    North         East     Units Scale Factor Converg.
 AH1172;SPC TX S     - 5,238,216.430   425,447.505   MT  0.99999443   +0 34 40.9
 AH1172;SPC TX S     -17,185,715.07  1,395,822.36   sFT  0.99999443   +0 34 40.9
 AH1172;UTM  14      - 3,077,528.719   674,662.773   MT  0.99997656   +0 49 39.0
 AH1172
 AH1172                          SUPERSEDED SURVEY CONTROL
 AH1172
 AH1172  NAD 83(1986)-  27 48 39.64971(N)    097 13 36.52296(W) AD(       ) 4
 AH1172  NAD 27      -  27 48 38.55400(N)    097 13 35.55900(W) AD(       ) 3
 AH1172
 AH1172.Superseded values are not recommended for survey control.
 AH1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1172.See file dsdata.txt to determine how the superseded data were derived.
 AH1172
 AH1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7466377529(NAD 83)
 AH1172_MARKER: 14 = NAVIGATION LIGHT
 AH1172
 AH1172  HISTORY     - Date     Condition        Report By
 AH1172  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1172
 AH1172                          STATION DESCRIPTION
 AH1172
 AH1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1172'LOCATED AT THE JUNCTION OF CORPUS CHRISTI AND ENCINAL CHANNELS AND
 AH1172'ON THE SE SIDE OF ENCINAL CHANNEL.
 AH1172'
 AH1172'DESCRIBED IN THE 1948 ATLANTIC COAST LIGHT LIST AS--NO. 4520.
 AH1172'BLACK SQUARE PYRAMIDAL STRUCTURE ON PILES.  ESTABLISHED 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1177 ***********************************************************************
 AH1177  DESIGNATION -  CORPUS CHRI CHAN CUT A W LT
 AH1177  PID         -  AH1177
 AH1177  STATE/COUNTY-  TX/NUECES
 AH1177  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1177
 AH1177                         *CURRENT SURVEY CONTROL
 AH1177  ___________________________________________________________________
 AH1177* NAD 83(1993)-  27 48 36.64668(N)    097 14 29.97880(W)     ADJUSTED  
 AH1177* NAVD 88     -                                                        
 AH1177  ___________________________________________________________________
 AH1177  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AH1177  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AH1177
 AH1177  HORZ ORDER  -  THIRD
 AH1177
 AH1177.The horizontal coordinates were established by classical geodetic methods
 AH1177.and adjusted by the National Geodetic Survey in February 1996..
 AH1177
 AH1177
 AH1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1177
 AH1177.The geoid height was determined by GEOID03.
 AH1177
 AH1177;                    North         East     Units Scale Factor Converg.
 AH1177;SPC TX S     - 5,238,109.531   423,986.038   MT  0.99999422   +0 34 16.7
 AH1177;SPC TX S     -17,185,364.35  1,391,027.53   sFT  0.99999422   +0 34 16.7
 AH1177;UTM  14      - 3,077,415.462   673,201.815   MT  0.99997029   +0 49 14.0
 AH1177
 AH1177                          SUPERSEDED SURVEY CONTROL
 AH1177
 AH1177  NAD 83(1986)-  27 48 36.65358(N)    097 14 29.95496(W) AD(       ) 4
 AH1177  NAD 27      -  27 48 35.55600(N)    097 14 28.99000(W) AD(       ) 3
 AH1177
 AH1177.Superseded values are not recommended for survey control.
 AH1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1177.See file dsdata.txt to determine how the superseded data were derived.
 AH1177
 AH1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7320277415(NAD 83)
 AH1177_MARKER: 14 = NAVIGATION LIGHT
 AH1177
 AH1177  HISTORY     - Date     Condition        Report By
 AH1177  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1177
 AH1177                          STATION DESCRIPTION
 AH1177
 AH1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1177'LOCATED ON THE S SIDE OF CORPUS CHRISTI CHANNEL, APPROXIMATELY
 AH1177'1.4 MILES S OF INGLESIDE POINT, AND APPROXIMATELY 1.1 MILES W OF
 AH1177'THE ENTRANCE TO ENCINAL CHANNEL.
 AH1177'
 AH1177'DESCRIBED IN THE 1948 ATLANTIC COAST LIGHT LIST AS--NO. 4517.
 AH1177'BLACK, SQUARE, PYRAMIDAL SLATTED STRUCTURE ON PILES.  ESTABLISHED
 AH1177'1942, REBUILT 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1178 ***********************************************************************
 AH1178  DESIGNATION -  CORPUS CHRI CHAN LT 31 BCN 11
 AH1178  PID         -  AH1178
 AH1178  STATE/COUNTY-  TX/NUECES
 AH1178  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1178
 AH1178                         *CURRENT SURVEY CONTROL
 AH1178  ___________________________________________________________________
 AH1178* NAD 83(1993)-  27 49 07.07198(N)    097 11 32.38435(W)     ADJUSTED  
 AH1178* NAVD 88     -                                                        
 AH1178  ___________________________________________________________________
 AH1178  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AH1178  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH1178
 AH1178  HORZ ORDER  -  THIRD
 AH1178
 AH1178.The horizontal coordinates were established by classical geodetic methods
 AH1178.and adjusted by the National Geodetic Survey in February 1996..
 AH1178
 AH1178
 AH1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1178
 AH1178.The geoid height was determined by GEOID03.
 AH1178
 AH1178;                    North         East     Units Scale Factor Converg.
 AH1178;SPC TX S     - 5,239,095.455   428,836.898   MT  0.99999631   +0 35 37.3
 AH1178;SPC TX S     -17,188,599.01  1,406,942.39   sFT  0.99999631   +0 35 37.3
 AH1178;SPC TXSC     - 3,999,747.109   778,133.004   MT  1.00020991   +0 53 08.2
 AH1178;SPC TXSC     -13,122,503.64  2,552,924.70   sFT  1.00020991   +0 53 08.2
 AH1178;UTM  14      - 3,078,422.501   678,048.262   MT  0.99999130   +0 50 37.7
 AH1178
 AH1178                          SUPERSEDED SURVEY CONTROL
 AH1178
 AH1178  NAD 83(1986)-  27 49 07.07796(N)    097 11 32.36038(W) AD(       ) 4
 AH1178  NAD 27      -  27 49 05.98400(N)    097 11 31.38900(W) AD(       ) 3
 AH1178
 AH1178.Superseded values are not recommended for survey control.
 AH1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1178.See file dsdata.txt to determine how the superseded data were derived.
 AH1178
 AH1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7804878423(NAD 83)
 AH1178_MARKER: 14 = NAVIGATION LIGHT
 AH1178
 AH1178  HISTORY     - Date     Condition        Report By
 AH1178  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1178  HISTORY     - 1949     GOOD             CGS
 AH1178
 AH1178                          STATION DESCRIPTION
 AH1178
 AH1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1178'RECOVERED.  THE CORRECT NAME OF THE STATION IS CORPUS CHRISTI
 AH1178'CHANNEL LIGHT 31.  IT IS ABOUT 8 MILES W OF PORT ARANSAS,
 AH1178'OPPOSITE THE SLIP AT HUMBLE OIL CO.  WHARF AT HARBOR CITY.
 AH1178'
 AH1178'DESCRIBED IN THE 1948 LIGHT LIST AS FOLLOWS--NO. 4514, CORPUS
 AH1178'CHRISTI CHANNEL LIGHT 31, ON S SIDE OF CHANNEL, IN 9 FEET OF
 AH1178'WATER, A BLACK TRIANGULAR SLATTED STRUCTURE ON PILES, 30
 AH1178'FEET HIGH.  ESTABLISHED 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1180 ***********************************************************************
 AH1180  DESIGNATION -  CORPUS CHRI CHAN LT 14 BCN 2
 AH1180  PID         -  AH1180
 AH1180  STATE/COUNTY-  TX/NUECES
 AH1180  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1180
 AH1180                         *CURRENT SURVEY CONTROL
 AH1180  ___________________________________________________________________
 AH1180* NAD 83(1993)-  27 49 57.03100(N)    097 07 34.16507(W)     ADJUSTED  
 AH1180* NAVD 88     -                                                        
 AH1180  ___________________________________________________________________
 AH1180  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AH1180  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH1180
 AH1180  HORZ ORDER  -  THIRD
 AH1180
 AH1180.The horizontal coordinates were established by classical geodetic methods
 AH1180.and adjusted by the National Geodetic Survey in February 1996..
 AH1180
 AH1180
 AH1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1180
 AH1180.The geoid height was determined by GEOID03.
 AH1180
 AH1180;                    North         East     Units Scale Factor Converg.
 AH1180;SPC TX S     - 5,240,702.483   435,339.434   MT  0.99999979   +0 37 25.4
 AH1180;SPC TX S     -17,193,871.40  1,428,276.13   sFT  0.99999979   +0 37 25.4
 AH1180;SPC TXSC     - 4,001,387.722   784,628.589   MT  1.00020361   +0 55 04.9
 AH1180;SPC TXSC     -13,127,886.22  2,574,235.63   sFT  1.00020361   +0 55 04.9
 AH1180;UTM  14      - 3,080,057.985   684,543.753   MT  1.00002037   +0 52 30.4
 AH1180
 AH1180                          SUPERSEDED SURVEY CONTROL
 AH1180
 AH1180  NAD 83(1986)-  27 49 57.03870(N)    097 07 34.14177(W) AD(       ) 4
 AH1180  NAD 27      -  27 49 55.94000(N)    097 07 33.17200(W) AD(       ) 3
 AH1180
 AH1180.Superseded values are not recommended for survey control.
 AH1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1180.See file dsdata.txt to determine how the superseded data were derived.
 AH1180
 AH1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8454480058(NAD 83)
 AH1180_MARKER: 14 = NAVIGATION LIGHT
 AH1180
 AH1180  HISTORY     - Date     Condition        Report By
 AH1180  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1180  HISTORY     - 1948     GOOD             CGS
 AH1180  HISTORY     - 1949     GOOD             CGS
 AH1180
 AH1180                          STATION DESCRIPTION
 AH1180
 AH1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AH1180'STATION RECOVERED.  THERE IS NO PREVIOUS DESCRIPTION OF THIS
 AH1180'STATION BUT THE FIELD PARTY VERIFIED THAT THIS LIGHT HAS NOT
 AH1180'BEEN REBUILT SINCE 1933 BOTH FROM THE LIGHT LIST, ATLANTIC AND
 AH1180'GULF COAST, AND FROM THE U.S.E. FIELD OFFICE, CORPUS CHRISTI,
 AH1180'TEXAS.  THE LIGHT DOES NOT APPEAR TO HAVE BEEN HIT AND IT IS
 AH1180'BELIEVED THAT THE POSITION IS GOOD.
 AH1180'
 AH1180'STATION IS ABOUT 4.0 MILES WSW OF PORT ARANSAS IN CORPUS
 AH1180'CHRISTI CHANNEL.  IT IS NOW LISTED AND CHARTED AS CORPUS CHRISTI
 AH1180'CHANNEL LIGHT 14.
 AH1180
 AH1180                          STATION RECOVERY (1949)
 AH1180
 AH1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1180'RECOVERED.  THE CORRECT NAME OF THIS STATION IS CORPUS CHRISTI
 AH1180'CHANNEL LIGHT 14.  IT IS ABOUT 4-1/2 MILES E OF PORT ARANSAS,
 AH1180'ABOUT 5 MILES SSE OF ARANSAS PASS, AT THE W END OF HARBOR
 AH1180'ISLAND.
 AH1180'
 AH1180'DESCRIBED IN THE 1948 LIGHT LIST AS FOLLOWS--NO. 4508, CORPUS
 AH1180'CHRISTI CHANNEL LIGHT 14, ON N SIDE OF CHANNEL, IN 5 FEET OF
 AH1180'WATER, A RED TRIANGULAR SLATTED STRUCTURE ON PILES 30 FEET HIGH.
 AH1180'ESTABLISHED 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1339 ***********************************************************************
 AH1339  DESIGNATION -  CORPUS CHRI FIRST CHRISTIAN CH
 AH1339  PID         -  AH1339
 AH1339  STATE/COUNTY-  TX/NUECES
 AH1339  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1339
 AH1339                         *CURRENT SURVEY CONTROL
 AH1339  ___________________________________________________________________
 AH1339* NAD 83(1993)-  27 47 23.70701(N)    097 23 46.95566(W)     ADJUSTED  
 AH1339* NAVD 88     -                                                        
 AH1339  ___________________________________________________________________
 AH1339  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1339  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH1339
 AH1339  HORZ ORDER  -  THIRD
 AH1339
 AH1339.The horizontal coordinates were established by classical geodetic methods
 AH1339.and adjusted by the National Geodetic Survey in February 1996..
 AH1339
 AH1339
 AH1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1339
 AH1339.The geoid height was determined by GEOID03.
 AH1339
 AH1339;                    North         East     Units Scale Factor Converg.
 AH1339;SPC TX S     - 5,235,721.728   408,761.711   MT  0.99998930   +0 30 03.8
 AH1339;SPC TX S     -17,177,530.37  1,341,079.05   sFT  0.99998930   +0 30 03.8
 AH1339;UTM  14      - 3,074,961.915   657,988.773   MT  0.99990809   +0 44 52.1
 AH1339
 AH1339                          SUPERSEDED SURVEY CONTROL
 AH1339
 AH1339  NAD 83(1986)-  27 47 23.71533(N)    097 23 46.93308(W) AD(       ) 4
 AH1339  NAD 27      -  27 47 22.61100(N)    097 23 45.96400(W) AD(       ) 3
 AH1339
 AH1339.Superseded values are not recommended for survey control.
 AH1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1339.See file dsdata.txt to determine how the superseded data were derived.
 AH1339
 AH1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5798974962(NAD 83)
 AH1339_MARKER: 82 = FINIAL
 AH1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1339+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AH1339
 AH1339  HISTORY     - Date     Condition        Report By
 AH1339  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1339  HISTORY     - 1949     GOOD             CGS
 AH1339  HISTORY     - 1964     GOOD             CGS
 AH1339  HISTORY     - 20040312 GOOD             USPSQD
 AH1339
 AH1339                          STATION DESCRIPTION
 AH1339
 AH1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1339'STATION IS LOCATED IN THE S PART OF THE CITY OF CORPUS CHRISTI,
 AH1339'IN THE 400 BLOCK ON SOUTH BROADWAY.  THE STATION IS THE FINIAL
 AH1339'OF THE CUPOLA ON THE FIRST CHRISTIAN CHURCH.
 AH1339'
 AH1339'THERE ARE NO MARKS.
 AH1339
 AH1339                          STATION RECOVERY (1949)
 AH1339
 AH1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1339'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AH1339'IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 AH1339'
 AH1339'1.  THE CHURCH IS LOCATED AT 400 SOUTH BROADWAY.
 AH1339'
 AH1339'2.  THE CUPOLA HAS A RED TILE ROOF.
 AH1339
 AH1339                          STATION RECOVERY (1964)
 AH1339
 AH1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1339'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 AH1339'C.W.C. IN 1949.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 AH1339
 AH1339                          STATION RECOVERY (2004)
 AH1339
 AH1339'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1353 ***********************************************************************
 AH1353  DESIGNATION -  CORPUS CHRI MAUS APT CONT TR
 AH1353  PID         -  AH1353
 AH1353  STATE/COUNTY-  TX/NUECES
 AH1353  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1353
 AH1353                         *CURRENT SURVEY CONTROL
 AH1353  ___________________________________________________________________
 AH1353* NAD 83(1993)-  27 46 09.74904(N)    097 26 33.04991(W)     ADJUSTED  
 AH1353* NAVD 88     -                                                        
 AH1353  ___________________________________________________________________
 AH1353  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AH1353  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH1353
 AH1353  HORZ ORDER  -  THIRD
 AH1353
 AH1353.The horizontal coordinates were established by classical geodetic methods
 AH1353.and adjusted by the National Geodetic Survey in February 1996..
 AH1353
 AH1353
 AH1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1353
 AH1353.The geoid height was determined by GEOID03.
 AH1353
 AH1353;                    North         East     Units Scale Factor Converg.
 AH1353;SPC TX S     - 5,233,406.318   404,234.081   MT  0.99998443   +0 28 48.4
 AH1353;SPC TX S     -17,169,933.89  1,326,224.65   sFT  0.99998443   +0 28 48.4
 AH1353;UTM  14      - 3,072,627.274   653,471.531   MT  0.99989073   +0 43 32.9
 AH1353
 AH1353                          SUPERSEDED SURVEY CONTROL
 AH1353
 AH1353  NAD 83(1986)-  27 46 09.75799(N)    097 26 33.03085(W) AD(       ) 4
 AH1353  NAD 27      -  27 46 08.65400(N)    097 26 32.05700(W) AD(       ) 3
 AH1353
 AH1353.Superseded values are not recommended for survey control.
 AH1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1353.See file dsdata.txt to determine how the superseded data were derived.
 AH1353
 AH1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5347272627(NAD 83)
 AH1353_MARKER: 58 = CONTROL TOWER
 AH1353
 AH1353  HISTORY     - Date     Condition        Report By
 AH1353  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1353  HISTORY     - 1950     GOOD             CGS
 AH1353  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 AH1353
 AH1353                          STATION DESCRIPTION
 AH1353
 AH1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1353'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH-SOUTHWEST OF
 AH1353'CORPUS CHRISTI ON THE EAST SIDE OF FARM ROUTE 665 AND THE
 AH1353'WEST SIDE OF CLIFF MAUS AIRPORT.  IT IS A WOODEN STRUCTURE ABOUT
 AH1353'70 FEET HIGH WITH BLUE GLASS ENCLOSED LOOKOUT CAB AND BEACON ON
 AH1353'THE TOP.  POINT OBSERVED UPON WAS THE LIGHT ON THE CONTROL TOWER.
 AH1353
 AH1353                          STATION RECOVERY (1950)
 AH1353
 AH1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 AH1353'RECOVERED AS DESCRIBED.
 AH1353
 AH1353                          STATION RECOVERY (1984)
 AH1353
 AH1353'RECOVERY NOTE BY US POWER SQUADRON 1984 (JFS)
 AH1353'THIS TOWER IS NO LONGER IN CORPUS CHRISTI. THE AIRPORT WAS
 AH1353'RELOCATED SEVERAL YEARS AGO AND THIS LOCATION IS NOW CORPUS CHRISTI
 AH1353'GOLF CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1248 ***********************************************************************
 AH1248  DESIGNATION -  CORPUS CHRI NAS CENTRAL PR STK
 AH1248  PID         -  AH1248
 AH1248  STATE/COUNTY-  TX/NUECES
 AH1248  USGS QUAD   -  OSO CREEK NE (1975)
 AH1248
 AH1248                         *CURRENT SURVEY CONTROL
 AH1248  ___________________________________________________________________
 AH1248* NAD 83(1993)-  27 41 50.02701(N)    097 16 24.14108(W)     ADJUSTED  
 AH1248* NAVD 88     -                                                        
 AH1248  ___________________________________________________________________
 AH1248  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH1248  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH1248
 AH1248  HORZ ORDER  -  THIRD
 AH1248
 AH1248.The horizontal coordinates were established by classical geodetic methods
 AH1248.and adjusted by the National Geodetic Survey in February 1996..
 AH1248
 AH1248
 AH1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1248
 AH1248.The geoid height was determined by GEOID03.
 AH1248
 AH1248;                    North         East     Units Scale Factor Converg.
 AH1248;SPC TX S     - 5,225,562.998   420,983.186   MT  0.99996837   +0 33 24.8
 AH1248;SPC TX S     -17,144,201.27  1,381,175.67   sFT  0.99996837   +0 33 24.8
 AH1248;UTM  14      - 3,064,856.286   670,253.245   MT  0.99995779   +0 48 09.8
 AH1248
 AH1248                          SUPERSEDED SURVEY CONTROL
 AH1248
 AH1248  NAD 83(1986)-  27 41 50.03643(N)    097 16 24.11598(W) AD(       ) 4
 AH1248  NAD 27      -  27 41 48.92100(N)    097 16 23.15200(W) AD(       ) 3
 AH1248
 AH1248.Superseded values are not recommended for survey control.
 AH1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1248.See file dsdata.txt to determine how the superseded data were derived.
 AH1248
 AH1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7025364856(NAD 83)
 AH1248_MARKER: 63 = STACK
 AH1248
 AH1248  HISTORY     - Date     Condition        Report By
 AH1248  HISTORY     - 1963     FIRST OBSERVED   CGS
 AH1248  HISTORY     - 1984     GOOD             USPSQD
 AH1248  HISTORY     - 1991     GOOD             USPSQD
 AH1248  HISTORY     - 19970726 GOOD             USPSQD
 AH1248  HISTORY     - 20010728 GOOD             USPSQD
 AH1248
 AH1248                          STATION DESCRIPTION
 AH1248
 AH1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AH1248'THE STATION IS THE CENTER OF THE TOP OF THE STACK LOCATED
 AH1248'ON THE CORPUS CHRISTI, U.S. NAVAL AIR STATION.  IT IS A YELLOW
 AH1248'BRICK CYLINDRICAL SHAPED STACK LOCATED AT BUILDING 13.  THE
 AH1248'OVERALL HEIGHT IS APPROXIMATELY 80 FEET.
 AH1248
 AH1248                          STATION RECOVERY (1984)
 AH1248
 AH1248'RECOVERY NOTE BY US POWER SQUADRON 1984 (RLS)
 AH1248'NAS CENTRAL POWER PLANT STACK - AS DESCRIBED.
 AH1248
 AH1248                          STATION RECOVERY (1991)
 AH1248
 AH1248'RECOVERY NOTE BY US POWER SQUADRON 1991 (GG)
 AH1248'RECOVERED IN GOOD CONDITION.
 AH1248
 AH1248                          STATION RECOVERY (1997)
 AH1248
 AH1248'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1248'RECOVERED IN GOOD CONDITION.
 AH1248
 AH1248                          STATION RECOVERY (2001)
 AH1248
 AH1248'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1237 ***********************************************************************
 AH1237  DESIGNATION -  CORPUS CHRI NAS RADAR FPN 28
 AH1237  PID         -  AH1237
 AH1237  STATE/COUNTY-  TX/NUECES
 AH1237  USGS QUAD   -  OSO CREEK NE (1975)
 AH1237
 AH1237                         *CURRENT SURVEY CONTROL
 AH1237  ___________________________________________________________________
 AH1237* NAD 83(1993)-  27 41 10.35446(N)    097 17 41.26115(W)     ADJUSTED  
 AH1237* NAVD 88     -                                                        
 AH1237  ___________________________________________________________________
 AH1237  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AH1237  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AH1237
 AH1237  HORZ ORDER  -  THIRD
 AH1237
 AH1237.The horizontal coordinates were established by classical geodetic methods
 AH1237.and adjusted by the National Geodetic Survey in February 1996..
 AH1237
 AH1237
 AH1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1237
 AH1237.The geoid height was determined by GEOID03.
 AH1237
 AH1237;                    North         East     Units Scale Factor Converg.
 AH1237;SPC TX S     - 5,224,321.544   418,882.020   MT  0.99996606   +0 32 49.8
 AH1237;SPC TX S     -17,140,128.27  1,374,282.09   sFT  0.99996606   +0 32 49.8
 AH1237;UTM  14      - 3,063,605.855   668,157.449   MT  0.99994904   +0 47 32.9
 AH1237
 AH1237                          SUPERSEDED SURVEY CONTROL
 AH1237
 AH1237  NAD 83(1986)-  27 41 10.36385(N)    097 17 41.23594(W) AD(       ) 4
 AH1237  NAD 27      -  27 41 09.24400(N)    097 17 40.27200(W) AD(       ) 3
 AH1237
 AH1237.Superseded values are not recommended for survey control.
 AH1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1237.See file dsdata.txt to determine how the superseded data were derived.
 AH1237
 AH1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6815763606(NAD 83)
 AH1237_MARKER: 25 = RADAR ANTENNA
 AH1237_SETTING: 0 = UNSPECIFIED SETTING
 AH1237
 AH1237  HISTORY     - Date     Condition        Report By
 AH1237  HISTORY     - 1963     FIRST OBSERVED   CGS
 AH1237  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH1237  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1237
 AH1237                          STATION DESCRIPTION
 AH1237
 AH1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AH1237'THE STATION IS THE CENTER OF THE TOP OF THE REVOLVING RADAR
 AH1237'ANTENNA LOCATED ON THE CORPUS CHRISTI, U.S. NAVAL AIR
 AH1237'STATION AT THE SOUTHWEST SIDE OF THE LANDING AREA.  IT IS A
 AH1237'STEEL STRUCTURE WITH A REVOLVING ANTENNA AT THE TOP.  THE
 AH1237'OVERALL HEIGHT IS APPROXIMATELY 40 FEET.
 AH1237
 AH1237                          STATION RECOVERY (1984)
 AH1237
 AH1237'RECOVERY NOTE BY US POWER SQUADRON 1984 (RLS)
 AH1237'NAS RADAR - FPN 28 - NON EXISTANT.
 AH1237
 AH1237                          STATION RECOVERY (2001)
 AH1237
 AH1237'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1245 ***********************************************************************
 AH1245  DESIGNATION -  CORPUS CHRI NAS SEA CONT TR BN
 AH1245  PID         -  AH1245
 AH1245  STATE/COUNTY-  TX/NUECES
 AH1245  USGS QUAD   -  OSO CREEK NE (1975)
 AH1245
 AH1245                         *CURRENT SURVEY CONTROL
 AH1245  ___________________________________________________________________
 AH1245* NAD 83(1993)-  27 42 06.07570(N)    097 16 37.70566(W)     ADJUSTED  
 AH1245* NAVD 88     -                                                        
 AH1245  ___________________________________________________________________
 AH1245  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1245  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AH1245
 AH1245  HORZ ORDER  -  THIRD
 AH1245
 AH1245.The horizontal coordinates were established by classical geodetic methods
 AH1245.and adjusted by the National Geodetic Survey in February 1996..
 AH1245
 AH1245
 AH1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1245
 AH1245.The geoid height was determined by GEOID03.
 AH1245
 AH1245;                    North         East     Units Scale Factor Converg.
 AH1245;SPC TX S     - 5,226,053.361   420,606.776   MT  0.99996932   +0 33 18.7
 AH1245;SPC TX S     -17,145,810.07  1,379,940.73   sFT  0.99996932   +0 33 18.7
 AH1245;UTM  14      - 3,065,345.023   669,874.739   MT  0.99995620   +0 48 03.9
 AH1245
 AH1245                          SUPERSEDED SURVEY CONTROL
 AH1245
 AH1245  NAD 83(1986)-  27 42 06.08524(N)    097 16 37.68049(W) AD(       ) 4
 AH1245  NAD 27      -  27 42 04.96700(N)    097 16 36.71600(W) AD(       ) 3
 AH1245
 AH1245.Superseded values are not recommended for survey control.
 AH1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1245.See file dsdata.txt to determine how the superseded data were derived.
 AH1245
 AH1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6987565345(NAD 83)
 AH1245_MARKER: 58 = CONTROL TOWER
 AH1245
 AH1245  HISTORY     - Date     Condition        Report By
 AH1245  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1245  HISTORY     - 1959     GOOD             CGS
 AH1245  HISTORY     - 1963     GOOD             CGS
 AH1245  HISTORY     - 1978     SEE DESCRIPTION  NGS
 AH1245  HISTORY     - 1984     GOOD             USPSQD
 AH1245  HISTORY     - 19970726 GOOD             USPSQD
 AH1245  HISTORY     - 20010728 GOOD             USPSQD
 AH1245
 AH1245                          STATION DESCRIPTION
 AH1245
 AH1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 AH1245'THERE IS NO ORIGINAL DESCRIPTION FOR THIS STATION AND THIS
 AH1245'STATION SHOULD BE USED WITH CAUTION.  THE CONTROL TOWER IS
 AH1245'ON TOP OF A LARGE HANGER NEAR THE SHORE AND HAS A BEACON NEAR
 AH1245'ITS CENTER.  IT IS NOT KNOWN IF THE 1949 PARTY LOCATED THIS
 AH1245'BEACON OR NOT.
 AH1245
 AH1245                          STATION RECOVERY (1963)
 AH1245
 AH1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AH1245'THE STATION IS THE CENTER OF THE BEACON ON THE SEA PLANE
 AH1245'CONTROL TOWER ON THE NORTH SIDE OF THE CORPUS CHRISTI, U.S.
 AH1245'NAVAL AIR STATION.  IT IS A REVOLVING GREEN AND WHITE LIGHT.
 AH1245
 AH1245                          STATION RECOVERY (1978)
 AH1245
 AH1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 AH1245'STATION RECOVERED AS DESCRIBED.
 AH1245
 AH1245                          STATION RECOVERY (1984)
 AH1245
 AH1245'RECOVERY NOTE BY US POWER SQUADRON 1984 (RLS)
 AH1245'NAS SEA PLANE CONTROL TOWER BEACON - AS DESCRIBED.
 AH1245
 AH1245                          STATION RECOVERY (1997)
 AH1245
 AH1245'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1245'RECOVERED IN GOOD CONDITION.
 AH1245
 AH1245                          STATION RECOVERY (2001)
 AH1245
 AH1245'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1342 ***********************************************************************
 AH1342  DESIGNATION -  CORPUS CHRI NUECES PWR W STK
 AH1342  PID         -  AH1342
 AH1342  STATE/COUNTY-  TX/NUECES
 AH1342  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1342
 AH1342                         *CURRENT SURVEY CONTROL
 AH1342  ___________________________________________________________________
 AH1342* NAD 83(1993)-  27 49 09.81588(N)    097 25 13.83980(W)     ADJUSTED  
 AH1342* NAVD 88     -                                                        
 AH1342  ___________________________________________________________________
 AH1342  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1342  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH1342
 AH1342  HORZ ORDER  -  THIRD
 AH1342
 AH1342.The horizontal coordinates were established by classical geodetic methods
 AH1342.and adjusted by the National Geodetic Survey in February 1996..
 AH1342
 AH1342
 AH1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1342
 AH1342.The geoid height was determined by GEOID03.
 AH1342
 AH1342;                    North         East     Units Scale Factor Converg.
 AH1342;SPC TX S     - 5,238,967.289   406,355.386   MT  0.99999650   +0 29 24.3
 AH1342;SPC TX S     -17,188,178.51  1,333,184.30   sFT  0.99999650   +0 29 24.3
 AH1342;UTM  14      - 3,078,196.784   655,568.697   MT  0.99989873   +0 44 14.2
 AH1342
 AH1342                          SUPERSEDED SURVEY CONTROL
 AH1342
 AH1342  NAD 83(1986)-  27 49 09.82542(N)    097 25 13.82048(W) AD(       ) 4
 AH1342  NAD 27      -  27 49 08.73500(N)    097 25 12.84800(W) AD(       ) 3
 AH1342
 AH1342.Superseded values are not recommended for survey control.
 AH1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1342.See file dsdata.txt to determine how the superseded data were derived.
 AH1342
 AH1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5556978197(NAD 83)
 AH1342_MARKER: 63 = STACK
 AH1342
 AH1342  HISTORY     - Date     Condition        Report By
 AH1342  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1342  HISTORY     - 1949     GOOD             CGS
 AH1342  HISTORY     - 1964     GOOD             CGS
 AH1342  HISTORY     - 1989     GOOD             USPSQD
 AH1342
 AH1342                          STATION DESCRIPTION
 AH1342
 AH1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1342'THE STATION IS LOCATED IN THE NORTHERN PART OF CORPUS CHRISTI,
 AH1342'1.7 MILES WEST ALONG NAVIGATION STREET FROM ITS INTERSECTION
 AH1342'WITH U.S. HIGHWAY 181.  IT IS ON THE NORTH SIDE OF THE TURNING
 AH1342'BASIN, AT THE CENTRAL POWER AND LIGHT CO., NUECES BAY POWER
 AH1342'STATION.  THE STATION IS THE WESTERLY OF TWO STACKS AT THE
 AH1342'POWER STATION AND IS AT THE NORTHWEST CORNER OF THE BUILDING.
 AH1342'IT IS MADE OF CONCRETE AND ABOUT 100 FEET HIGH.
 AH1342'
 AH1342'THIS STACK WAS CONSTRUCTED RECENTLY.
 AH1342
 AH1342                          STATION RECOVERY (1949)
 AH1342
 AH1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1342'THE STATION IS LOCATED IN THE NORTHERN PART OF CORPUS CHRISTI,
 AH1342'1.7 MILES W ALONG NAVIGATION STREET FROM ITS INTERSECTION WITH
 AH1342'U.S. HIGHWAY 181, ON THE N SIDE OF THE TURNING BASIN, AT THE
 AH1342'THE CENTRAL POWER AND LIGHT COMPANY, NUECES BAY POWER STATION.
 AH1342'THE STACK IS LOCATED AT THE NW CORNER OF THE BUILDING, 33
 AH1342'FEET N OF THE N SIDE OF THE BUILDING AND 45 FEET E OF THE
 AH1342'W END OF THE BUILDING AND IS ABOUT 100 FEET HIGH.  THE STACK
 AH1342'IS MADE OF CONCRETE.
 AH1342'
 AH1342'A NEW STACK BUILT BY HALLIBURTON PORTLAND CEMENT COMPANY HAS
 AH1342'BEEN CONSTRUCTED RECENTLY ABOUT 1000 FET NE OF THIS STATION.
 AH1342'THE CEMENT COMPANY STACK IS MADE OF CONCRETE AND PAINTED
 AH1342'WHITE.  WITH TWO BLACK BANDS AROUND THE TOP.  THIS STACK
 AH1342'WAS BUILT IN MAY, 1949 AND SHOULD NOT BE CONFUSED WITH THE
 AH1342'POWER COMPANY STACKS.
 AH1342
 AH1342                          STATION RECOVERY (1964)
 AH1342
 AH1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1342'THE STATION WAS RECOVEREDIN GOOD CONDITION AS DESCRIBED.
 AH1342'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 AH1342
 AH1342                          STATION RECOVERY (1989)
 AH1342
 AH1342'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AH1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1359 ***********************************************************************
 AH1359  DESIGNATION -  CORPUS CHRI NUECES RR BRIDGE
 AH1359  PID         -  AH1359
 AH1359  STATE/COUNTY-  TX/NUECES
 AH1359  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1359
 AH1359                         *CURRENT SURVEY CONTROL
 AH1359  ___________________________________________________________________
 AH1359* NAD 83(1993)-  27 50 09.02958(N)    097 22 42.91988(W)     ADJUSTED  
 AH1359* NAVD 88     -                                                        
 AH1359  ___________________________________________________________________
 AH1359  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH1359  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1359
 AH1359  HORZ ORDER  -  THIRD
 AH1359
 AH1359.The horizontal coordinates were established by classical geodetic methods
 AH1359.and adjusted by the National Geodetic Survey in February 1996..
 AH1359
 AH1359
 AH1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1359
 AH1359.The geoid height was determined by GEOID03.
 AH1359
 AH1359;                    North         East     Units Scale Factor Converg.
 AH1359;SPC TX S     - 5,240,825.971   410,469.418   MT  1.00000064   +0 30 32.9
 AH1359;SPC TX S     -17,194,276.54  1,346,681.75   sFT  1.00000064   +0 30 32.9
 AH1359;UTM  14      - 3,080,073.059   659,674.280   MT  0.99991470   +0 45 26.1
 AH1359
 AH1359                          SUPERSEDED SURVEY CONTROL
 AH1359
 AH1359  NAD 83(1986)-  27 50 09.04095(N)    097 22 42.89162(W) AD(       ) 4
 AH1359  NAD 27      -  27 50 07.93100(N)    097 22 41.94600(W) AD(       ) 3
 AH1359
 AH1359.Superseded values are not recommended for survey control.
 AH1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1359.See file dsdata.txt to determine how the superseded data were derived.
 AH1359
 AH1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5967480073(NAD 83)
 AH1359
 AH1359  HISTORY     - Date     Condition        Report By
 AH1359  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1359  HISTORY     - 1949     GOOD             CGS
 AH1359  HISTORY     - 1964     GOOD             CGS
 AH1359  HISTORY     - 1989     GOOD             USPSQD
 AH1359  HISTORY     - 20050820 GOOD             USPSQD
 AH1359
 AH1359                          STATION DESCRIPTION
 AH1359
 AH1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1359'STATION IS LOCATED ABOUT 3 MILES N OF THE ZERO MILESTONE IN
 AH1359'CORPUS CHRISTI.  IT IS IN THE CENTER OF THE CONCRETE COUNTERWEIGHT
 AH1359'OF THE SOUTHERN PACIFIC CO. BASCULE DRAWBRIDGE WHICH IS
 AH1359'SITUATED NEAR THE S END OF THE RAILWAY CAUSEWAY ACROSS NUECES
 AH1359'BAY.
 AH1359'
 AH1359'THERE ARE NO MARKS.
 AH1359
 AH1359                          STATION RECOVERY (1949)
 AH1359
 AH1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1359'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 AH1359'AND COMPLETE.
 AH1359
 AH1359                          STATION RECOVERY (1964)
 AH1359
 AH1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1359'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 AH1359'ADEQUATE FOR FUTURE RECOVERY.
 AH1359
 AH1359                          STATION RECOVERY (1989)
 AH1359
 AH1359'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AH1359'RECOVERED IN GOOD CONDITION.
 AH1359
 AH1359                          STATION RECOVERY (2005)
 AH1359
 AH1359'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AH1359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1361 ***********************************************************************
 AH1361  DESIGNATION -  CORPUS CHRI NUECES PWR E STK
 AH1361  PID         -  AH1361
 AH1361  STATE/COUNTY-  TX/NUECES
 AH1361  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1361
 AH1361                         *CURRENT SURVEY CONTROL
 AH1361  ___________________________________________________________________
 AH1361* NAD 83(1993)-  27 49 09.20470(N)    097 25 12.28689(W)     ADJUSTED  
 AH1361* NAVD 88     -                                                        
 AH1361  ___________________________________________________________________
 AH1361  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1361  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH1361
 AH1361  HORZ ORDER  -  THIRD
 AH1361
 AH1361.The horizontal coordinates were established by classical geodetic methods
 AH1361.and adjusted by the National Geodetic Survey in February 1996..
 AH1361
 AH1361
 AH1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1361
 AH1361.The geoid height was determined by GEOID03.
 AH1361
 AH1361;                    North         East     Units Scale Factor Converg.
 AH1361;SPC TX S     - 5,238,948.840   406,398.045   MT  0.99999646   +0 29 25.0
 AH1361;SPC TX S     -17,188,117.99  1,333,324.25   sFT  0.99999646   +0 29 25.0
 AH1361;UTM  14      - 3,078,178.521   655,611.432   MT  0.99989889   +0 44 14.9
 AH1361
 AH1361                          SUPERSEDED SURVEY CONTROL
 AH1361
 AH1361  NAD 83(1986)-  27 49 09.21424(N)    097 25 12.26756(W) AD(       ) 4
 AH1361  NAD 27      -  27 49 08.12400(N)    097 25 11.29500(W) AD(       ) 3
 AH1361
 AH1361.Superseded values are not recommended for survey control.
 AH1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1361.See file dsdata.txt to determine how the superseded data were derived.
 AH1361
 AH1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5561178179(NAD 83)
 AH1361
 AH1361  HISTORY     - Date     Condition        Report By
 AH1361  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1361  HISTORY     - 1949     GOOD             CGS
 AH1361  HISTORY     - 1964     GOOD             CGS
 AH1361  HISTORY     - 1989     GOOD             USPSQD
 AH1361
 AH1361                          STATION DESCRIPTION
 AH1361
 AH1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1361'THE STATION IS LOCATED IN THE NORTHERN PART OF CORPUS CHRISTI,
 AH1361'1.7 MILE WEST ALONG NAVIGATION STREET FROM ITS INTERSECTION
 AH1361'WITH U.S. HIGHWAY 181.  IT IS ON THE NORTH SIDE OF THE TURNING
 AH1361'BASIN, AT THE CENTRAL POWER AND LIGHT CO., NUECES BAY POWER
 AH1361'STATION.  THE STATION IS THE EASTERLY OF TWO STACKS AT THE
 AH1361'POWER STATION AND IS AT THE NORTHEAST CORNER OF THE BUILDING.
 AH1361'IT IS MADE OF CONCRETE AND ABOUT 100 FEET HIGH.  THIS STACK
 AH1361'WAS CONSTRUCTED RECENTLY.
 AH1361
 AH1361                          STATION RECOVERY (1949)
 AH1361
 AH1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1361'THE STATION WAS RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AH1361'FOLLOWS--
 AH1361'
 AH1361'THE STATION IS LOCATED IN THE NORTHERN PART OF CORPUS CHRISTI,
 AH1361'1.7 MILES W ALONG NAVIGATION STREET FROM ITS INTERSECTION
 AH1361'WITH U.S. HIGHWAY 181, ON THE N SIDE OF THE TURNING BASIN,
 AH1361'AT THE CENTRAL POWER AND LIGHT COMPANY, NUECES BAY POWER
 AH1361'STATION.  THE STATION IS THE EASTERLY OF TWO STACKS AT THE
 AH1361'POWER STATION.  THE STACK IS LOCATED AT THE NE CORNER OF THE
 AH1361'BUILDING, 33 FEET N OF THE N SIDE OF THE BUILDING, 45 FEET
 AH1361'W OF THE E END OF THE BUILDING AND IS ABOUT 100 FEET HIGH.
 AH1361'THE STACK IS MADE OF CONCRETE.
 AH1361'
 AH1361'A NEW STACK, BUILT BY HALLIBURTON PORTLAND CEMENT COMPANY
 AH1361'HAS BEEN CONSTRUCTED RECENTLY ABOUT 850 FEET NE OF THIS
 AH1361'STATION.  THE CEMENT COMPANY STACK IS MADE OF CONCRETE AND
 AH1361'PAINTED WHITE, WITH TWO BLACK BANDS AROUND THE TOP.  THIS
 AH1361'STACK WAS BUILT IN MAY 1949 AND SHOULD NOT BE CONFUSED WITH
 AH1361'THE POWER COMPANYS STACKS.
 AH1361
 AH1361                          STATION RECOVERY (1964)
 AH1361
 AH1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1361'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH1361'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 AH1361
 AH1361                          STATION RECOVERY (1989)
 AH1361
 AH1361'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AH1361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1234 ***********************************************************************
 AH1234  DESIGNATION -  CORPUS CHRI OCEAN DR HSE CUP
 AH1234  PID         -  AH1234
 AH1234  STATE/COUNTY-  TX/NUECES
 AH1234  USGS QUAD   -  OSO CREEK NE (1975)
 AH1234
 AH1234                         *CURRENT SURVEY CONTROL
 AH1234  ___________________________________________________________________
 AH1234* NAD 83(1993)-  27 44 25.62626(N)    097 22 11.90587(W)     ADJUSTED  
 AH1234* NAVD 88     -                                                        
 AH1234  ___________________________________________________________________
 AH1234  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AH1234  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH1234
 AH1234  HORZ ORDER  -  THIRD
 AH1234
 AH1234.The horizontal coordinates were established by classical geodetic methods
 AH1234.and adjusted by the National Geodetic Survey in February 1996..
 AH1234
 AH1234
 AH1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1234
 AH1234.The geoid height was determined by GEOID03.
 AH1234
 AH1234;                    North         East     Units Scale Factor Converg.
 AH1234;SPC TX S     - 5,230,263.360   411,412.704   MT  0.99997780   +0 30 46.9
 AH1234;SPC TX S     -17,159,622.37  1,349,776.51   sFT  0.99997780   +0 30 46.9
 AH1234;UTM  14      - 3,069,515.376   660,663.019   MT  0.99991862   +0 45 32.0
 AH1234
 AH1234                          SUPERSEDED SURVEY CONTROL
 AH1234
 AH1234  NAD 83(1986)-  27 44 25.63525(N)    097 22 11.88583(W) AD(       ) 4
 AH1234  NAD 27      -  27 44 24.52000(N)    097 22 10.91300(W) AD(       ) 3
 AH1234
 AH1234.Superseded values are not recommended for survey control.
 AH1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1234.See file dsdata.txt to determine how the superseded data were derived.
 AH1234
 AH1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6066369515(NAD 83)
 AH1234_MARKER: 86 = CUPOLA
 AH1234
 AH1234  HISTORY     - Date     Condition        Report By
 AH1234  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1234  HISTORY     - 1984     GOOD             USPSQD
 AH1234  HISTORY     - 1989     GOOD             USPSQD
 AH1234  HISTORY     - 19970726 GOOD             USPSQD
 AH1234  HISTORY     - 20010728 GOOD             USPSQD
 AH1234
 AH1234                          STATION DESCRIPTION
 AH1234
 AH1234'DESCRIBED BY US POWER SQUADRON 1984 (JFS)
 AH1234'CENTERLINE CUPOLA HOUSE IS IN GOOD CONDITION AND NOW BELONGS
 AH1234'TO THE CATHOLIC CHURCH.
 AH1234
 AH1234                          STATION RECOVERY (1989)
 AH1234
 AH1234'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AH1234'RECOVERED IN GOOD CONDITION.
 AH1234
 AH1234                          STATION RECOVERY (1997)
 AH1234
 AH1234'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1234'RECOVERED IN GOOD CONDITION.
 AH1234
 AH1234                          STATION RECOVERY (2001)
 AH1234
 AH1234'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1208 ***********************************************************************
 AH1208  DESIGNATION -  CORPUS CHRI P ISABEL RG A R LT
 AH1208  PID         -  AH1208
 AH1208  STATE/COUNTY-  TX/NUECES
 AH1208  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1208
 AH1208                         *CURRENT SURVEY CONTROL
 AH1208  ___________________________________________________________________
 AH1208* NAD 83(1993)-  27 36 23.51937(N)    097 14 43.92068(W)     ADJUSTED  
 AH1208* NAVD 88     -                                                        
 AH1208  ___________________________________________________________________
 AH1208  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1208  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AH1208
 AH1208  HORZ ORDER  -  THIRD
 AH1208
 AH1208.The horizontal coordinates were established by classical geodetic methods
 AH1208.and adjusted by the National Geodetic Survey in February 1996..
 AH1208
 AH1208
 AH1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1208
 AH1208.The geoid height was determined by GEOID03.
 AH1208
 AH1208;                    North         East     Units Scale Factor Converg.
 AH1208;SPC TX S     - 5,215,540.459   423,828.776   MT  0.99995043   +0 34 10.3
 AH1208;SPC TX S     -17,111,318.99  1,390,511.58   sFT  0.99995043   +0 34 10.3
 AH1208;UTM  14      - 3,054,845.947   673,141.639   MT  0.99997004   +0 48 47.6
 AH1208
 AH1208                          SUPERSEDED SURVEY CONTROL
 AH1208
 AH1208  NAD 83(1986)-  27 36 23.52908(N)    097 14 43.89555(W) AD(       ) 4
 AH1208  NAD 27      -  27 36 22.38900(N)    097 14 42.93700(W) AD(       ) 3
 AH1208
 AH1208.Superseded values are not recommended for survey control.
 AH1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1208.See file dsdata.txt to determine how the superseded data were derived.
 AH1208
 AH1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7314254846(NAD 83)
 AH1208_MARKER: 15 = RANGE MARKER
 AH1208
 AH1208  HISTORY     - Date     Condition        Report By
 AH1208  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1208  HISTORY     - 20010727 MARK NOT FOUND   USPSQD
 AH1208
 AH1208                          STATION DESCRIPTION
 AH1208
 AH1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1208'ABOUT 6 MILES SE OF THE U.S. NAVAL AIR STATION, ABOUT 2 MILES
 AH1208'S OF A CAUSEWAY (NOW UNDER CONSTRUCTION) TO PADRE ISLAND,
 AH1208'IN LAGUNA MADRE, ABOUT 1/2 MILE E OF THE INTRACOASTAL WATERWAY.
 AH1208'THE LIGHT IS ON TOP OF A SQUARE SKELETON STEEL STRUCTURE
 AH1208'ON PILES AND IS ABOUT 55 FEET HIGH.
 AH1208
 AH1208                          STATION RECOVERY (2001)
 AH1208
 AH1208'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 AH1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1221 ***********************************************************************
 AH1221  DESIGNATION -  CORPUS CHRI P ISABEL RG A F LT
 AH1221  PID         -  AH1221
 AH1221  STATE/COUNTY-  TX/NUECES
 AH1221  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH1221
 AH1221                         *CURRENT SURVEY CONTROL
 AH1221  ___________________________________________________________________
 AH1221* NAD 83(1993)-  27 38 00.43901(N)    097 14 19.23947(W)     ADJUSTED  
 AH1221* NAVD 88     -                                                        
 AH1221  ___________________________________________________________________
 AH1221  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1221  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AH1221
 AH1221  HORZ ORDER  -  THIRD
 AH1221
 AH1221.The horizontal coordinates were established by classical geodetic methods
 AH1221.and adjusted by the National Geodetic Survey in February 1996..
 AH1221
 AH1221
 AH1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1221
 AH1221.The geoid height was determined by GEOID03.
 AH1221
 AH1221;                    North         East     Units Scale Factor Converg.
 AH1221;SPC TX S     - 5,218,530.245   424,475.685   MT  0.99995550   +0 34 21.5
 AH1221;SPC TX S     -17,121,127.98  1,392,633.98   sFT  0.99995550   +0 34 21.5
 AH1221;UTM  14      - 3,057,838.518   673,775.817   MT  0.99997276   +0 49 01.7
 AH1221
 AH1221                          SUPERSEDED SURVEY CONTROL
 AH1221
 AH1221  NAD 83(1986)-  27 38 00.44856(N)    097 14 19.21405(W) AD(       ) 4
 AH1221  NAD 27      -  27 37 59.31300(N)    097 14 18.25100(W) AD(       ) 3
 AH1221
 AH1221.Superseded values are not recommended for survey control.
 AH1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1221.See file dsdata.txt to determine how the superseded data were derived.
 AH1221
 AH1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7377657839(NAD 83)
 AH1221_MARKER: 15 = RANGE MARKER
 AH1221
 AH1221  HISTORY     - Date     Condition        Report By
 AH1221  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1221  HISTORY     - 20010727 MARK NOT FOUND   USPSQD
 AH1221
 AH1221                          STATION DESCRIPTION
 AH1221
 AH1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1221'ABOUT 4 MILES SE OF THE U.S. NAVAL AIR STATION, IN LAGUNA
 AH1221'MADRE, ON THE S SIDE OF A CAUSEWAY (NOW UNDER CONSTRUCTION) TO
 AH1221'PADRE ISLAND, ABOUT 500 FEET E OF THE INTRACOASTAL WATERWAY,
 AH1221'ON EXTENSION S OF CUT A IN THE CHANNEL, AND ABOUT 1/2 MILE
 AH1221'S OF A BEND IN THE CHANNEL.  THE LIGHT IS TO BE INSTALLED ON
 AH1221'TOP OF BATTERY BOX ON A 3-PILE STRUCTURE ABOUT 15 FEET
 AH1221'HIGH.  THE LIGHT WAS NOT INSTALLED AT THE TIME OF THE
 AH1221'OBSERVATIONS.  OBSERVATIONS WERE MADE ON THE CENTER OF THE BATTERY
 AH1221'BOX.
 AH1221
 AH1221                          STATION RECOVERY (2001)
 AH1221
 AH1221'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 AH1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1370 ***********************************************************************
 AH1370  DESIGNATION -  CORPUS CHRI PLAZA HOTEL ELEV
 AH1370  PID         -  AH1370
 AH1370  STATE/COUNTY-  TX/NUECES
 AH1370  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1370
 AH1370                         *CURRENT SURVEY CONTROL
 AH1370  ___________________________________________________________________
 AH1370* NAD 83(1993)-  27 47 47.25839(N)    097 23 47.79336(W)     ADJUSTED  
 AH1370* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AH1370  ___________________________________________________________________
 AH1370  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1370  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH1370
 AH1370  HORZ ORDER  -  THIRD
 AH1370
 AH1370.The horizontal coordinates were established by classical geodetic methods
 AH1370.and adjusted by the National Geodetic Survey in February 1996..
 AH1370
 AH1370.The orthometric height was scaled from a topographic map.
 AH1370
 AH1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1370
 AH1370.The geoid height was determined by GEOID03.
 AH1370
 AH1370;                    North         East     Units Scale Factor Converg.
 AH1370;SPC TX S     - 5,236,446.457   408,732.441   MT  0.99999087   +0 30 03.4
 AH1370;SPC TX S     -17,179,908.08  1,340,983.02   sFT  0.99999087   +0 30 03.4
 AH1370;UTM  14      - 3,075,686.452   657,956.384   MT  0.99990797   +0 44 52.3
 AH1370
 AH1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1370!SPC TX S     -   1.00000262  x   0.99999087  =   0.99999349
 AH1370!UTM  14      -   1.00000262  x   0.99990797  =   0.99991059
 AH1370
 AH1370                          SUPERSEDED SURVEY CONTROL
 AH1370
 AH1370  NAD 83(1986)-  27 47 47.26673(N)    097 23 47.77354(W) AD(       ) 4
 AH1370  NAD 27      -  27 47 46.17900(N)    097 23 46.81100(W) AD(       ) 3
 AH1370
 AH1370.Superseded values are not recommended for survey control.
 AH1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1370.See file dsdata.txt to determine how the superseded data were derived.
 AH1370
 AH1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5795675686(NAD 83)
 AH1370
 AH1370  HISTORY     - Date     Condition        Report By
 AH1370  HISTORY     - 1931     FIRST OBSERVED   CGS
 AH1370  HISTORY     - 1951     GOOD             CGS
 AH1370
 AH1370                          STATION DESCRIPTION
 AH1370
 AH1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AH1370'RECOVERED IN GOOD CONDITION.  STATION IS THE CENTER OF THE NEON
 AH1370'SIGN ATOP THE PLAZA HOTEL IN DOWNTOWN CORPUS CHRISTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1414 ***********************************************************************
 AB1414  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 282
 AB1414  PID         -  AB1414
 AB1414  STATE/COUNTY-  TX/WILLACY
 AB1414  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1414
 AB1414                         *CURRENT SURVEY CONTROL
 AB1414  ___________________________________________________________________
 AB1414* NAD 83(1993)-  26 33 50.69688(N)    097 24 26.48643(W)     ADJUSTED  
 AB1414* NAVD 88     -                                                        
 AB1414  ___________________________________________________________________
 AB1414  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AB1414  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AB1414
 AB1414  HORZ ORDER  -  THIRD
 AB1414
 AB1414.The horizontal coordinates were established by classical geodetic methods
 AB1414.and adjusted by the National Geodetic Survey in February 1996..
 AB1414
 AB1414
 AB1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1414
 AB1414.The geoid height was determined by GEOID03.
 AB1414
 AB1414;                    North         East     Units Scale Factor Converg.
 AB1414;SPC TX S     - 5,099,898.062   408,855.497   MT  0.99992368   +0 29 45.8
 AB1414;SPC TX S     -16,731,915.56  1,341,386.74   sFT  0.99992368   +0 29 45.8
 AB1414;UTM  14      - 2,939,140.972   658,631.406   MT  0.99991068   +0 42 44.6
 AB1414
 AB1414                          SUPERSEDED SURVEY CONTROL
 AB1414
 AB1414  NAD 83(1986)-  26 33 50.71131(N)    097 24 26.45093(W) AD(       ) 4
 AB1414  NAD 27      -  26 33 49.48000(N)    097 24 25.52000(W) AD(       ) 3
 AB1414
 AB1414.Superseded values are not recommended for survey control.
 AB1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1414.See file dsdata.txt to determine how the superseded data were derived.
 AB1414
 AB1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5863139141(NAD 83)
 AB1414_MARKER: 14 = NAVIGATION LIGHT
 AB1414
 AB1414  HISTORY     - Date     Condition        Report By
 AB1414  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1414
 AB1414                          STATION DESCRIPTION
 AB1414
 AB1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1414'LOCATED IN RED FISH BAY SECTION OF LAGUNA MADRE, OPPOSITE PORT
 AB1414'MANSFIELD, ON W SIDE OF THE INTRACOASTAL WATERWAY, AND AT
 AB1414'INTERSECTION OF THE INTRACOASTAL WATERWAY AND THE N SIDE OF PORT
 AB1414'MANSFIELD CHANNEL.  THE LIGHT IS ON A THREE-PILE DOLPHIN 17
 AB1414'FEET HIGH.  RED TRIANGULAR DAYMARKS WITH YELLOW BORDERS AND
 AB1414'LIGHT NUMBER ARE ON N AND S SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1418 ***********************************************************************
 AB1418  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 275
 AB1418  PID         -  AB1418
 AB1418  STATE/COUNTY-  TX/WILLACY
 AB1418  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1418
 AB1418                         *CURRENT SURVEY CONTROL
 AB1418  ___________________________________________________________________
 AB1418* NAD 83(1993)-  26 35 34.11599(N)    097 24 29.32614(W)     ADJUSTED  
 AB1418* NAVD 88     -                                                        
 AB1418  ___________________________________________________________________
 AB1418  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AB1418  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AB1418
 AB1418  HORZ ORDER  -  THIRD
 AB1418
 AB1418.The horizontal coordinates were established by classical geodetic methods
 AB1418.and adjusted by the National Geodetic Survey in February 1996..
 AB1418
 AB1418
 AB1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1418
 AB1418.The geoid height was determined by GEOID03.
 AB1418
 AB1418;                    North         East     Units Scale Factor Converg.
 AB1418;SPC TX S     - 5,103,079.936   408,749.378   MT  0.99992001   +0 29 44.6
 AB1418;SPC TX S     -16,742,354.76  1,341,038.58   sFT  0.99992001   +0 29 44.6
 AB1418;UTM  14      - 2,942,322.386   658,513.257   MT  0.99991021   +0 42 45.9
 AB1418
 AB1418                          SUPERSEDED SURVEY CONTROL
 AB1418
 AB1418  NAD 83(1986)-  26 35 34.13072(N)    097 24 29.29122(W) AD(       ) 4
 AB1418  NAD 27      -  26 35 32.90000(N)    097 24 28.36000(W) AD(       ) 3
 AB1418
 AB1418.Superseded values are not recommended for survey control.
 AB1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1418.See file dsdata.txt to determine how the superseded data were derived.
 AB1418
 AB1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5851342322(NAD 83)
 AB1418_MARKER: 14 = NAVIGATION LIGHT
 AB1418
 AB1418  HISTORY     - Date     Condition        Report By
 AB1418  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1418
 AB1418                          STATION DESCRIPTION
 AB1418
 AB1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1418'LOCATED IN LAGUNA MADRE, APPROXIMATELY 2.6 MILES N OF PORT
 AB1418'MANSFIELD, IN FIRST BEND IN CHANNEL N OF PORT MANSFIELD, AND
 AB1418'ON THE E SIDE OF THE INTRACOASTAL WATERWAY.  THE LIGHT IS ON
 AB1418'A BLACK THREE-PILE DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS
 AB1418'WITH YELLOW BORDERS AND LIGHT NUMBER ARE ON NNW AND S SIDES OF
 AB1418'DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1424 ***********************************************************************
 AB1424  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 294
 AB1424  PID         -  AB1424
 AB1424  STATE/COUNTY-  TX/WILLACY
 AB1424  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1424
 AB1424                         *CURRENT SURVEY CONTROL
 AB1424  ___________________________________________________________________
 AB1424* NAD 83(1993)-  26 30 40.26134(N)    097 23 34.42188(W)     ADJUSTED  
 AB1424* NAVD 88     -                                                        
 AB1424  ___________________________________________________________________
 AB1424  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AB1424  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AB1424
 AB1424  HORZ ORDER  -  THIRD
 AB1424
 AB1424.The horizontal coordinates were established by classical geodetic methods
 AB1424.and adjusted by the National Geodetic Survey in February 1996..
 AB1424
 AB1424
 AB1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1424
 AB1424.The geoid height was determined by GEOID03.
 AB1424
 AB1424;                    North         East     Units Scale Factor Converg.
 AB1424;SPC TX S     - 5,094,050.284   410,347.699   MT  0.99993109   +0 30 09.5
 AB1424;SPC TX S     -16,712,729.97  1,346,282.41   sFT  0.99993109   +0 30 09.5
 AB1424;UTM  14      - 2,933,298.931   660,145.582   MT  0.99991664   +0 43 03.1
 AB1424
 AB1424                          SUPERSEDED SURVEY CONTROL
 AB1424
 AB1424  NAD 83(1986)-  26 30 40.27616(N)    097 23 34.38573(W) AD(       ) 4
 AB1424  NAD 27      -  26 30 39.03000(N)    097 23 33.46000(W) AD(       ) 3
 AB1424
 AB1424.Superseded values are not recommended for survey control.
 AB1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1424.See file dsdata.txt to determine how the superseded data were derived.
 AB1424
 AB1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6014633299(NAD 83)
 AB1424_MARKER: 14 = NAVIGATION LIGHT
 AB1424
 AB1424  HISTORY     - Date     Condition        Report By
 AB1424  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1424
 AB1424                          STATION DESCRIPTION
 AB1424
 AB1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1424'LOCATED IN LAGUNA MADRA, APPROXIMATELY 3.4 MILES SSE OF PORT
 AB1424'MANSFIELD, 10.8 MILES NNW OF HARLINGEN CHANNEL, AND ON THE W SIDE
 AB1424'OF THE INTRACOASTAL WATERWAY.  THE LIGHT IS ON A THREE-PILE
 AB1424'DOLPHIN 17 FEET HIGH.  RED TRIANGULAR DAYMARKS WITH YELLOW BORDERS
 AB1424'AND LIGHT NUMBER ARE ON NNW AND SSE SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1426 ***********************************************************************
 AB1426  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 284
 AB1426  PID         -  AB1426
 AB1426  STATE/COUNTY-  TX/WILLACY
 AB1426  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1426
 AB1426                         *CURRENT SURVEY CONTROL
 AB1426  ___________________________________________________________________
 AB1426* NAD 83(1993)-  26 33 13.15572(N)    097 24 24.27625(W)     ADJUSTED  
 AB1426* NAVD 88     -                                                        
 AB1426  ___________________________________________________________________
 AB1426  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AB1426  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AB1426
 AB1426  HORZ ORDER  -  THIRD
 AB1426
 AB1426.The horizontal coordinates were established by classical geodetic methods
 AB1426.and adjusted by the National Geodetic Survey in February 1996..
 AB1426
 AB1426
 AB1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1426
 AB1426.The geoid height was determined by GEOID03.
 AB1426
 AB1426;                    North         East     Units Scale Factor Converg.
 AB1426;SPC TX S     - 5,098,743.324   408,926.668   MT  0.99992508   +0 29 46.8
 AB1426;SPC TX S     -16,728,127.06  1,341,620.24   sFT  0.99992508   +0 29 46.8
 AB1426;UTM  14      - 2,937,986.527   658,706.932   MT  0.99991097   +0 42 44.6
 AB1426
 AB1426                          SUPERSEDED SURVEY CONTROL
 AB1426
 AB1426  NAD 83(1986)-  26 33 13.17004(N)    097 24 24.24054(W) AD(       ) 4
 AB1426  NAD 27      -  26 33 11.93000(N)    097 24 23.31000(W) AD(       ) 3
 AB1426
 AB1426.Superseded values are not recommended for survey control.
 AB1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1426.See file dsdata.txt to determine how the superseded data were derived.
 AB1426
 AB1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5870737987(NAD 83)
 AB1426_MARKER: 14 = NAVIGATION LIGHT
 AB1426
 AB1426  HISTORY     - Date     Condition        Report By
 AB1426  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1426
 AB1426                          STATION DESCRIPTION
 AB1426
 AB1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1426'LOCATED IN RED FISH BAY SECTION OF LAGUNA MADRE, ON W SIDE OF THE
 AB1426'INTRACOASTAL WATERWAY AT INTERSECTION OF THE WATERWAY WITH
 AB1426'S SIDE OF PORT MANSFIELD CHANNEL.
 AB1426'
 AB1426'LIGHT IS ON A THREE-PILE DOLPHIN 17 FEET HIGH.  RED TRIANGULAR
 AB1426'DAYMARKS WITH YELLOW BORDERS AND LIGHT NUMBER ARE ON N AND S
 AB1426'SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1434 ***********************************************************************
 AB1434  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 246
 AB1434  PID         -  AB1434
 AB1434  STATE/COUNTY-  TX/KENEDY
 AB1434  USGS QUAD   -  SOUTH OF POTRERO LOPENO NW (1975)
 AB1434
 AB1434                         *CURRENT SURVEY CONTROL
 AB1434  ___________________________________________________________________
 AB1434* NAD 83(1993)-  26 42 41.03208(N)    097 27 03.54165(W)     ADJUSTED  
 AB1434* NAVD 88     -                                                        
 AB1434  ___________________________________________________________________
 AB1434  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 AB1434  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AB1434
 AB1434  HORZ ORDER  -  THIRD
 AB1434
 AB1434.The horizontal coordinates were established by classical geodetic methods
 AB1434.and adjusted by the National Geodetic Survey in February 1996..
 AB1434
 AB1434
 AB1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1434
 AB1434.The geoid height was determined by GEOID03.
 AB1434
 AB1434;                    North         East     Units Scale Factor Converg.
 AB1434;SPC TX S     - 5,116,181.454   404,373.613   MT  0.99990749   +0 28 34.5
 AB1434;SPC TX S     -16,785,338.65  1,326,682.43   sFT  0.99990749   +0 28 34.5
 AB1434;UTM  14      - 2,955,406.959   654,087.589   MT  0.99989313   +0 41 47.1
 AB1434
 AB1434                          SUPERSEDED SURVEY CONTROL
 AB1434
 AB1434  NAD 83(1986)-  26 42 41.04772(N)    097 27 03.50961(W) AD(       ) 4
 AB1434  NAD 27      -  26 42 39.83000(N)    097 27 02.57200(W) AD(       ) 3
 AB1434
 AB1434.Superseded values are not recommended for survey control.
 AB1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1434.See file dsdata.txt to determine how the superseded data were derived.
 AB1434
 AB1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5408855407(NAD 83)
 AB1434_MARKER: 14 = NAVIGATION LIGHT
 AB1434
 AB1434  HISTORY     - Date     Condition        Report By
 AB1434  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1434
 AB1434                          STATION DESCRIPTION
 AB1434
 AB1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1434'LOCATED IN LAGUNA MADRE, APPROXIMATELY 10.8 MILES NNW OF
 AB1434'PORT MANSFIELD, ON W SIDE OF THE INTRACOASTAL WATERWAY,
 AB1434'AND AT A BEND IN CHANNEL.  LIGHT IS ON A THREE-PILE DOLPHIN
 AB1434'17 FEET HIGH.  RED TRIANGULAR DAYMARKS WITH YELLOW BORDERS
 AB1434'AND LIGHT NUMBER ARE ON NNW AND SSE SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1438 ***********************************************************************
 AB1438  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 265
 AB1438  PID         -  AB1438
 AB1438  STATE/COUNTY-  TX/KENEDY
 AB1438  USGS QUAD   -  SOUTH OF POTRERO LOPENO NW (1975)
 AB1438
 AB1438                         *CURRENT SURVEY CONTROL
 AB1438  ___________________________________________________________________
 AB1438* NAD 83(1993)-  26 38 11.48598(N)    097 25 24.41341(W)     ADJUSTED  
 AB1438* NAVD 88     -                                                        
 AB1438  ___________________________________________________________________
 AB1438  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AB1438  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AB1438
 AB1438  HORZ ORDER  -  THIRD
 AB1438
 AB1438.The horizontal coordinates were established by classical geodetic methods
 AB1438.and adjusted by the National Geodetic Survey in February 1996..
 AB1438
 AB1438
 AB1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1438
 AB1438.The geoid height was determined by GEOID03.
 AB1438
 AB1438;                    North         East     Units Scale Factor Converg.
 AB1438;SPC TX S     - 5,107,909.655   407,184.011   MT  0.99991490   +0 29 19.5
 AB1438;SPC TX S     -16,758,200.26  1,335,902.88   sFT  0.99991490   +0 29 19.5
 AB1438;UTM  14      - 2,947,146.075   656,929.574   MT  0.99990404   +0 42 25.1
 AB1438
 AB1438                          SUPERSEDED SURVEY CONTROL
 AB1438
 AB1438  NAD 83(1986)-  26 38 11.50094(N)    097 25 24.37952(W) AD(       ) 4
 AB1438  NAD 27      -  26 38 10.27000(N)    097 25 23.45000(W) AD(       ) 3
 AB1438
 AB1438.Superseded values are not recommended for survey control.
 AB1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1438.See file dsdata.txt to determine how the superseded data were derived.
 AB1438
 AB1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5693047146(NAD 83)
 AB1438_MARKER: 14 = NAVIGATION LIGHT
 AB1438
 AB1438  HISTORY     - Date     Condition        Report By
 AB1438  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1438
 AB1438                          STATION DESCRIPTION
 AB1438
 AB1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1438'LOCATED IN LAGUNA MADRE, APPROXIMATELY 5.5 MILES NNW OF PORT
 AB1438'MANSFIELD, ON E SIDE OF THE INTRACOASTAL WATERWAY.  THE LIGHT IS
 AB1438'ON A BLACK THREE-PILE DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS
 AB1438'WITH YELLOW BORDERS AND LIGHT NUMBER ARE ON NNW AND SSE SIDES
 AB1438'OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1439 ***********************************************************************
 AB1439  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 253
 AB1439  PID         -  AB1439
 AB1439  STATE/COUNTY-  TX/KENEDY
 AB1439  USGS QUAD   -  SOUTH OF POTRERO LOPENO NW (1975)
 AB1439
 AB1439                         *CURRENT SURVEY CONTROL
 AB1439  ___________________________________________________________________
 AB1439* NAD 83(1993)-  26 41 10.41506(N)    097 26 27.81937(W)     ADJUSTED  
 AB1439* NAVD 88     -                                                        
 AB1439  ___________________________________________________________________
 AB1439  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AB1439  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AB1439
 AB1439  HORZ ORDER  -  THIRD
 AB1439
 AB1439.The horizontal coordinates were established by classical geodetic methods
 AB1439.and adjusted by the National Geodetic Survey in February 1996..
 AB1439
 AB1439
 AB1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1439
 AB1439.The geoid height was determined by GEOID03.
 AB1439
 AB1439;                    North         East     Units Scale Factor Converg.
 AB1439;SPC TX S     - 5,113,401.092   405,384.280   MT  0.99990979   +0 28 50.8
 AB1439;SPC TX S     -16,776,216.75  1,329,998.26   sFT  0.99990979   +0 28 50.8
 AB1439;UTM  14      - 2,952,630.533   655,108.902   MT  0.99989703   +0 42 01.0
 AB1439
 AB1439                          SUPERSEDED SURVEY CONTROL
 AB1439
 AB1439  NAD 83(1986)-  26 41 10.43041(N)    097 26 27.78669(W) AD(       ) 4
 AB1439  NAD 27      -  26 41 09.21000(N)    097 26 26.85000(W) AD(       ) 3
 AB1439
 AB1439.Superseded values are not recommended for survey control.
 AB1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1439.See file dsdata.txt to determine how the superseded data were derived.
 AB1439
 AB1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5510952631(NAD 83)
 AB1439_MARKER: 14 = NAVIGATION LIGHT
 AB1439
 AB1439  HISTORY     - Date     Condition        Report By
 AB1439  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1439
 AB1439                          STATION DESCRIPTION
 AB1439
 AB1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1439'LOCATED IN LAGUNA MADRE, APPROXIMATELY 9.0 MILES NNW OF PORT
 AB1439'MANSFIELD, ON E SIDE OF THE INTRACOASTAL WATERWAY.  THE LIGHT IS
 AB1439'ON A BLACK THREE-PILE DOLPHIN 17 FEET HIGH.  BLACK SQUARE
 AB1439'DAYMARKS WITH YELLOW BORDERS AND LIGHT NUMBER ARE ON NNW AND
 AB1439'SSE SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1440 ***********************************************************************
 AB1440  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 260
 AB1440  PID         -  AB1440
 AB1440  STATE/COUNTY-  TX/KENEDY
 AB1440  USGS QUAD   -  SOUTH OF POTRERO LOPENO NW (1975)
 AB1440
 AB1440                         *CURRENT SURVEY CONTROL
 AB1440  ___________________________________________________________________
 AB1440* NAD 83(1993)-  26 39 34.81649(N)    097 25 57.60634(W)     ADJUSTED  
 AB1440* NAVD 88     -                                                        
 AB1440  ___________________________________________________________________
 AB1440  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 AB1440  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AB1440
 AB1440  HORZ ORDER  -  THIRD
 AB1440
 AB1440.The horizontal coordinates were established by classical geodetic methods
 AB1440.and adjusted by the National Geodetic Survey in February 1996..
 AB1440
 AB1440
 AB1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1440
 AB1440.The geoid height was determined by GEOID03.
 AB1440
 AB1440;                    North         East     Units Scale Factor Converg.
 AB1440;SPC TX S     - 5,110,466.226   406,244.354   MT  0.99991243   +0 29 04.5
 AB1440;SPC TX S     -16,766,587.94  1,332,820.02   sFT  0.99991243   +0 29 04.5
 AB1440;UTM  14      - 2,949,699.015   655,980.185   MT  0.99990037   +0 42 12.2
 AB1440
 AB1440                          SUPERSEDED SURVEY CONTROL
 AB1440
 AB1440  NAD 83(1986)-  26 39 34.83160(N)    097 25 57.57303(W) AD(       ) 4
 AB1440  NAD 27      -  26 39 33.60600(N)    097 25 56.63800(W) AD(       ) 3
 AB1440
 AB1440.Superseded values are not recommended for survey control.
 AB1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1440.See file dsdata.txt to determine how the superseded data were derived.
 AB1440
 AB1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5598049699(NAD 83)
 AB1440_MARKER: 14 = NAVIGATION LIGHT
 AB1440
 AB1440  HISTORY     - Date     Condition        Report By
 AB1440  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1440
 AB1440                          STATION DESCRIPTION
 AB1440
 AB1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1440'LOCATED IN LAGUNA MADRE, APPROXIMATELY 7.2 MILES NNW OF PORT
 AB1440'MANSFIELD, ON W SIDE OF THE INTRACOASTAL WATERWAY.  THE LIGHT
 AB1440'IS ON A THREE-PILE DOLPHIN 17 FEET HIGH.  RED TRIANGULAR
 AB1440'DAYMARKS WITH YELLOW BORDERS AND LIGHT NUMBER ARE ON NNW AND SSE
 AB1440'SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1458 ***********************************************************************
 AB1458  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 229
 AB1458  PID         -  AB1458
 AB1458  STATE/COUNTY-  TX/KENEDY
 AB1458  USGS QUAD   -  POTRERO LOPENO SW (1975)
 AB1458
 AB1458                         *CURRENT SURVEY CONTROL
 AB1458  ___________________________________________________________________
 AB1458* NAD 83(1993)-  26 47 07.09648(N)    097 28 01.25530(W)     ADJUSTED  
 AB1458* NAVD 88     -                                                        
 AB1458  ___________________________________________________________________
 AB1458  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AB1458  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AB1458
 AB1458  HORZ ORDER  -  THIRD
 AB1458
 AB1458.The horizontal coordinates were established by classical geodetic methods
 AB1458.and adjusted by the National Geodetic Survey in February 1996..
 AB1458
 AB1458
 AB1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1458
 AB1458.The geoid height was determined by GEOID03.
 AB1458
 AB1458;                    North         East     Units Scale Factor Converg.
 AB1458;SPC TX S     - 5,124,356.080   402,711.540   MT  0.99990184   +0 28 08.3
 AB1458;SPC TX S     -16,812,158.24  1,321,229.44   sFT  0.99990184   +0 28 08.3
 AB1458;UTM  14      - 2,963,574.992   652,394.012   MT  0.99988671   +0 41 27.5
 AB1458
 AB1458                          SUPERSEDED SURVEY CONTROL
 AB1458
 AB1458  NAD 83(1986)-  26 47 07.11226(N)    097 28 01.22460(W) AD(       ) 4
 AB1458  NAD 27      -  26 47 05.88000(N)    097 28 00.28000(W) AD(       ) 3
 AB1458
 AB1458.Superseded values are not recommended for survey control.
 AB1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1458.See file dsdata.txt to determine how the superseded data were derived.
 AB1458
 AB1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5239463575(NAD 83)
 AB1458_MARKER: 14 = NAVIGATION LIGHT
 AB1458
 AB1458  HISTORY     - Date     Condition        Report By
 AB1458  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1458
 AB1458                          STATION DESCRIPTION
 AB1458
 AB1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1458'LOCATED IN LAGUNA MADRE, APPROXIMATELY 16.3 MILES NNW OF
 AB1458'PORT MANSFIELD AND OPPOSITE THE MIDDLE OF LONG ISLAND, ON
 AB1458'THE E SIDE OF THE INTRACOASTAL WATERWAY.  THE LIGHT IS
 AB1458'ON A BLACK THREE-PILE DOLPHIN 17 FEET HIGH.  BLACK SQUARE
 AB1458'DAYMARKS WITH YELLOW BORDERS AND LIGHT NUMBER ARE ON NNW
 AB1458'AND SSE SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1463 ***********************************************************************
 AB1463  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 234
 AB1463  PID         -  AB1463
 AB1463  STATE/COUNTY-  TX/KENEDY
 AB1463  USGS QUAD   -  POTRERO LOPENO SW (1975)
 AB1463
 AB1463                         *CURRENT SURVEY CONTROL
 AB1463  ___________________________________________________________________
 AB1463* NAD 83(1993)-  26 46 05.97460(N)    097 27 50.79940(W)     ADJUSTED  
 AB1463* NAVD 88     -                                                        
 AB1463  ___________________________________________________________________
 AB1463  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AB1463  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AB1463
 AB1463  HORZ ORDER  -  THIRD
 AB1463
 AB1463.The horizontal coordinates were established by classical geodetic methods
 AB1463.and adjusted by the National Geodetic Survey in February 1996..
 AB1463
 AB1463
 AB1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1463
 AB1463.The geoid height was determined by GEOID03.
 AB1463
 AB1463;                    North         East     Units Scale Factor Converg.
 AB1463;SPC TX S     - 5,122,477.498   403,015.765   MT  0.99990299   +0 28 13.1
 AB1463;SPC TX S     -16,805,994.92  1,322,227.56   sFT  0.99990299   +0 28 13.1
 AB1463;UTM  14      - 2,961,697.630   652,705.501   MT  0.99988789   +0 41 30.7
 AB1463
 AB1463                          SUPERSEDED SURVEY CONTROL
 AB1463
 AB1463  NAD 83(1986)-  26 46 05.99026(N)    097 27 50.76838(W) AD(       ) 4
 AB1463  NAD 27      -  26 46 04.77000(N)    097 27 49.83000(W) AD(       ) 3
 AB1463
 AB1463.Superseded values are not recommended for survey control.
 AB1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1463.See file dsdata.txt to determine how the superseded data were derived.
 AB1463
 AB1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5270661698(NAD 83)
 AB1463_MARKER: 14 = NAVIGATION LIGHT
 AB1463
 AB1463  HISTORY     - Date     Condition        Report By
 AB1463  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1463
 AB1463                          STATION DESCRIPTION
 AB1463
 AB1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1463'LOCATED IN LAGUNA MADRE, APPROXIMATELY 15.1 MILES NNW OF PORT
 AB1463'MANSFIELD, OPPOSITE S END OF LONG ISLAND, AND ON THE W SIDE
 AB1463'OF THE INTRACOASTAL WATERWAY.  THE LIGHT IS ON A THREE-PILE DOLPHIN
 AB1463'17 FEET HIGH.  RED TRIANGULAR DAYMARKS WITH YELLOW BORDERS
 AB1463'AND LIGHT NUMBER ARE ON NNW AND SSE SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1544 ***********************************************************************
 AB1544  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 306
 AB1544  PID         -  AB1544
 AB1544  STATE/COUNTY-  TX/WILLACY
 AB1544  USGS QUAD   -  GREEN ISLAND (1970)
 AB1544
 AB1544                         *CURRENT SURVEY CONTROL
 AB1544  ___________________________________________________________________
 AB1544* NAD 83(1993)-  26 27 36.83724(N)    097 22 12.45871(W)     ADJUSTED  
 AB1544* NAVD 88     -                                                        
 AB1544  ___________________________________________________________________
 AB1544  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AB1544  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 AB1544
 AB1544  HORZ ORDER  -  THIRD
 AB1544
 AB1544.The horizontal coordinates were established by classical geodetic methods
 AB1544.and adjusted by the National Geodetic Survey in February 1996..
 AB1544
 AB1544
 AB1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1544
 AB1544.The geoid height was determined by GEOID03.
 AB1544
 AB1544;                    North         East     Units Scale Factor Converg.
 AB1544;SPC TX S     - 5,088,425.834   412,667.470   MT  0.99993903   +0 30 46.7
 AB1544;SPC TX S     -16,694,277.09  1,353,893.19   sFT  0.99993903   +0 30 46.7
 AB1544;UTM  14      - 2,927,683.267   662,486.327   MT  0.99992597   +0 43 35.0
 AB1544
 AB1544                          SUPERSEDED SURVEY CONTROL
 AB1544
 AB1544  NAD 83(1986)-  26 27 36.85224(N)    097 22 12.42142(W) AD(       ) 4
 AB1544  NAD 27      -  26 27 35.60000(N)    097 22 11.50000(W) AD(       ) 3
 AB1544
 AB1544.Superseded values are not recommended for survey control.
 AB1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1544.See file dsdata.txt to determine how the superseded data were derived.
 AB1544
 AB1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6248627683(NAD 83)
 AB1544_MARKER: 14 = NAVIGATION LIGHT
 AB1544
 AB1544  HISTORY     - Date     Condition        Report By
 AB1544  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1544
 AB1544                          STATION DESCRIPTION
 AB1544
 AB1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1544'LOCATED IN LAGUNA MADRE, APPROXIMATELY 7.1 MILES SSE OF PORT
 AB1544'MANSFIELD, 7.1 MILES NNW OF HARLINGEN CHANNEL, AND ON THE W SIDE
 AB1544'OF THE INTRACOASTAL WATERWAY.  THE LIGHT IS ON A THREE-PILE
 AB1544'DOLPHIN 17 FEET HIGH.  RED TRIANGULAR DAYMARKS WITH YELLOW
 AB1544'BORDERS AND LIGHT NUMBER ARE ON NNW AND SSE SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1546 ***********************************************************************
 AB1546  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 316
 AB1546  PID         -  AB1546
 AB1546  STATE/COUNTY-  TX/WILLACY
 AB1546  USGS QUAD   -  GREEN ISLAND (1970)
 AB1546
 AB1546                         *CURRENT SURVEY CONTROL
 AB1546  ___________________________________________________________________
 AB1546* NAD 83(1993)-  26 24 51.53572(N)    097 20 58.58748(W)     ADJUSTED  
 AB1546* NAVD 88     -                                                        
 AB1546  ___________________________________________________________________
 AB1546  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AB1546  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 AB1546
 AB1546  HORZ ORDER  -  THIRD
 AB1546
 AB1546.The horizontal coordinates were established by classical geodetic methods
 AB1546.and adjusted by the National Geodetic Survey in February 1996..
 AB1546
 AB1546
 AB1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1546
 AB1546.The geoid height was determined by GEOID03.
 AB1546
 AB1546;                    North         East     Units Scale Factor Converg.
 AB1546;SPC TX S     - 5,083,357.450   414,759.956   MT  0.99994685   +0 31 20.2
 AB1546;SPC TX S     -16,677,648.57  1,360,758.29   sFT  0.99994685   +0 31 20.2
 AB1546;UTM  14      - 2,922,622.752   664,597.592   MT  0.99993450   +0 44 03.7
 AB1546
 AB1546                          SUPERSEDED SURVEY CONTROL
 AB1546
 AB1546  NAD 83(1986)-  26 24 51.55092(N)    097 20 58.54904(W) AD(       ) 4
 AB1546  NAD 27      -  26 24 50.29900(N)    097 20 57.63500(W) AD(       ) 3
 AB1546
 AB1546.Superseded values are not recommended for survey control.
 AB1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1546.See file dsdata.txt to determine how the superseded data were derived.
 AB1546
 AB1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6459822623(NAD 83)
 AB1546_MARKER: 14 = NAVIGATION LIGHT
 AB1546
 AB1546  HISTORY     - Date     Condition        Report By
 AB1546  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1546
 AB1546                          STATION DESCRIPTION
 AB1546
 AB1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1546'LOCATED IN LAGUNA MADRE, APPROXIMATELY 10.6 MILES SSE OF PORT
 AB1546'MANSFIELD, 3.6 MILES NNW OF HARLINGEN CHANNEL, AND ON THE W SIDE
 AB1546'OF THE INTRACOASTAL WATERWAY.  THE LIGHT IS A THREE-PILE DOLPHIN
 AB1546'17 FEET HIGH.  RED TRIANGULAR DAYMARKS WITH YELLOW BORDERS
 AB1546'AND LIGHT NUMBER ARE ON NNW AND SSE SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1547 ***********************************************************************
 AB1547  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 321
 AB1547  PID         -  AB1547
 AB1547  STATE/COUNTY-  TX/CAMERON
 AB1547  USGS QUAD   -  GREEN ISLAND (1970)
 AB1547
 AB1547                         *CURRENT SURVEY CONTROL
 AB1547  ___________________________________________________________________
 AB1547* NAD 83(1993)-  26 23 30.11779(N)    097 20 18.16161(W)     ADJUSTED  
 AB1547* NAVD 88     -                                                        
 AB1547  ___________________________________________________________________
 AB1547  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AB1547  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 AB1547
 AB1547  HORZ ORDER  -  THIRD
 AB1547
 AB1547.The horizontal coordinates were established by classical geodetic methods
 AB1547.and adjusted by the National Geodetic Survey in February 1996..
 AB1547
 AB1547
 AB1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1547
 AB1547.The geoid height was determined by GEOID03.
 AB1547
 AB1547;                    North         East     Units Scale Factor Converg.
 AB1547;SPC TX S     - 5,080,862.214   415,903.201   MT  0.99995094   +0 31 38.6
 AB1547;SPC TX S     -16,669,462.11  1,364,509.09   sFT  0.99995094   +0 31 38.6
 AB1547;UTM  14      - 2,920,131.787   665,750.037   MT  0.99993920   +0 44 19.6
 AB1547
 AB1547                          SUPERSEDED SURVEY CONTROL
 AB1547
 AB1547  NAD 83(1986)-  26 23 30.13280(N)    097 20 18.12271(W) AD(       ) 4
 AB1547  NAD 27      -  26 23 28.88000(N)    097 20 17.21000(W) AD(       ) 3
 AB1547
 AB1547.Superseded values are not recommended for survey control.
 AB1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1547.See file dsdata.txt to determine how the superseded data were derived.
 AB1547
 AB1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6575020132(NAD 83)
 AB1547_MARKER: 14 = NAVIGATION LIGHT
 AB1547
 AB1547  HISTORY     - Date     Condition        Report By
 AB1547  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1547  HISTORY     - 1987     GOOD             USPSQD
 AB1547
 AB1547                          STATION DESCRIPTION
 AB1547
 AB1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1547'LOCATED IN LAGUNA MADRE, 12.4 MILES SSE OF PORT MANSFIELD, 1.8
 AB1547'MILES NNW OF HARLINGEN CHANNEL, OPPOSITE GREEN ISLAND, AND ON
 AB1547'E SIDE OF THE INTRACOASTAL WATERWAY.  LIGHT IS ON A BLACK
 AB1547'THREE-PILE DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS WITH
 AB1547'YELLOW BORDERS AND LIGHT NUMBER ARE ON NNW AND SSE SIDES OF
 AB1547'DOLPHIN.
 AB1547
 AB1547                          STATION RECOVERY (1987)
 AB1547
 AB1547'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1554 ***********************************************************************
 AB1554  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 326
 AB1554  PID         -  AB1554
 AB1554  STATE/COUNTY-  TX/CAMERON
 AB1554  USGS QUAD   -  THREE ISLANDS (1983)
 AB1554
 AB1554                         *CURRENT SURVEY CONTROL
 AB1554  ___________________________________________________________________
 AB1554* NAD 83(1993)-  26 22 06.32669(N)    097 19 44.24007(W)     ADJUSTED  
 AB1554* NAVD 88     -                                                        
 AB1554  ___________________________________________________________________
 AB1554  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AB1554  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 AB1554
 AB1554  HORZ ORDER  -  THIRD
 AB1554
 AB1554.The horizontal coordinates were established by classical geodetic methods
 AB1554.and adjusted by the National Geodetic Survey in February 1996..
 AB1554
 AB1554
 AB1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1554
 AB1554.The geoid height was determined by GEOID03.
 AB1554
 AB1554;                    North         East     Units Scale Factor Converg.
 AB1554;SPC TX S     - 5,078,292.374   416,867.266   MT  0.99995531   +0 31 54.0
 AB1554;SPC TX S     -16,661,030.90  1,367,672.02   sFT  0.99995531   +0 31 54.0
 AB1554;UTM  14      - 2,917,565.547   666,723.549   MT  0.99994320   +0 44 32.5
 AB1554
 AB1554                          SUPERSEDED SURVEY CONTROL
 AB1554
 AB1554  NAD 83(1986)-  26 22 06.34169(N)    097 19 44.20032(W) AD(       ) 4
 AB1554  NAD 27      -  26 22 05.08700(N)    097 19 43.28200(W) AD(       ) 3
 AB1554
 AB1554.Superseded values are not recommended for survey control.
 AB1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1554.See file dsdata.txt to determine how the superseded data were derived.
 AB1554
 AB1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6672417566(NAD 83)
 AB1554_MARKER: 14 = NAVIGATION LIGHT
 AB1554
 AB1554  HISTORY     - Date     Condition        Report By
 AB1554  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1554  HISTORY     - 1987     GOOD             USPSQD
 AB1554
 AB1554                          STATION DESCRIPTION
 AB1554
 AB1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1554'LOCATED IN LAGUNA MADRE, ON W SIDE OF THE INTRACOASTAL WATERWAY
 AB1554'AT N ENTRANCE TO HARLINGEN CHANNEL.  THE LIGHT IS ON A THREE-PILE
 AB1554'DOLPHIN 17 FEET HIGH.  RED TRIANGULAR DAYMARKS WITH YELLOW
 AB1554'BORDERS AND LIGHT NUMBER ARE ON NNW AND SSE SIDES OF DOLPHIN.
 AB1554
 AB1554                          STATION RECOVERY (1987)
 AB1554
 AB1554'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1577 ***********************************************************************
 AB1577  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 301
 AB1577  PID         -  AB1577
 AB1577  STATE/COUNTY-  TX/WILLACY
 AB1577  USGS QUAD   -  HAWK ISLAND (1970)
 AB1577
 AB1577                         *CURRENT SURVEY CONTROL
 AB1577  ___________________________________________________________________
 AB1577* NAD 83(1993)-  26 29 00.66516(N)    097 22 46.06751(W)     ADJUSTED  
 AB1577* NAVD 88     -                                                        
 AB1577  ___________________________________________________________________
 AB1577  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AB1577  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AB1577
 AB1577  HORZ ORDER  -  THIRD
 AB1577
 AB1577.The horizontal coordinates were established by classical geodetic methods
 AB1577.and adjusted by the National Geodetic Survey in February 1996..
 AB1577
 AB1577
 AB1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1577
 AB1577.The geoid height was determined by GEOID03.
 AB1577
 AB1577;                    North         East     Units Scale Factor Converg.
 AB1577;SPC TX S     - 5,090,997.197   411,713.653   MT  0.99993531   +0 30 31.4
 AB1577;SPC TX S     -16,702,713.30  1,350,763.88   sFT  0.99993531   +0 30 31.4
 AB1577;UTM  14      - 2,930,251.020   661,522.937   MT  0.99992211   +0 43 22.2
 AB1577
 AB1577                          SUPERSEDED SURVEY CONTROL
 AB1577
 AB1577  NAD 83(1986)-  26 29 00.68009(N)    097 22 46.03078(W) AD(       ) 4
 AB1577  NAD 27      -  26 28 59.43100(N)    097 22 45.10400(W) AD(       ) 3
 AB1577
 AB1577.Superseded values are not recommended for survey control.
 AB1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1577.See file dsdata.txt to determine how the superseded data were derived.
 AB1577
 AB1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6152330251(NAD 83)
 AB1577_MARKER: 14 = NAVIGATION LIGHT
 AB1577
 AB1577  HISTORY     - Date     Condition        Report By
 AB1577  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1577  HISTORY     - 1990     GOOD             USPSQD
 AB1577
 AB1577                          STATION DESCRIPTION
 AB1577
 AB1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1577'LOCATED IN LAGUNA MADRE, APPROXIMATELY 5.4 MILES SSE OF PORT
 AB1577'MANSFIELD, 8.8 MILES NNW OF HARLINGEN CHANNEL, AND ON THE E
 AB1577'SIDE OF THE INTRACOASTAL WATERWAY.  THE LIGHT IS A BLACK
 AB1577'THREE-PILE DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS WITH
 AB1577'YELLOW BORDERS AND LIGHT NUMBER ARE ON NNW AND SSE SIDES OF
 AB1577'DOLPHIN.
 AB1577
 AB1577                          STATION RECOVERY (1990)
 AB1577
 AB1577'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB1577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1206 ***********************************************************************
 AH1206  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 21
 AH1206  PID         -  AH1206
 AH1206  STATE/COUNTY-  TX/NUECES
 AH1206  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1206
 AH1206                         *CURRENT SURVEY CONTROL
 AH1206  ___________________________________________________________________
 AH1206* NAD 83(1993)-  27 37 07.98958(N)    097 14 51.69222(W)     ADJUSTED  
 AH1206* NAVD 88     -                                                        
 AH1206  ___________________________________________________________________
 AH1206  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AH1206  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AH1206
 AH1206  HORZ ORDER  -  THIRD
 AH1206
 AH1206.The horizontal coordinates were established by classical geodetic methods
 AH1206.and adjusted by the National Geodetic Survey in February 1996..
 AH1206
 AH1206
 AH1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1206
 AH1206.The geoid height was determined by GEOID03.
 AH1206
 AH1206;                    North         East     Units Scale Factor Converg.
 AH1206;SPC TX S     - 5,216,907.066   423,602.109   MT  0.99995273   +0 34 06.8
 AH1206;SPC TX S     -17,115,802.60  1,389,767.92   sFT  0.99995273   +0 34 06.8
 AH1206;UTM  14      - 3,056,211.603   672,909.153   MT  0.99996905   +0 48 45.2
 AH1206
 AH1206                          SUPERSEDED SURVEY CONTROL
 AH1206
 AH1206  NAD 83(1986)-  27 37 07.99927(N)    097 14 51.66689(W) AD(       ) 4
 AH1206  NAD 27      -  27 37 06.86200(N)    097 14 50.70500(W) AD(       ) 3
 AH1206
 AH1206.Superseded values are not recommended for survey control.
 AH1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1206.See file dsdata.txt to determine how the superseded data were derived.
 AH1206
 AH1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7290956212(NAD 83)
 AH1206_MARKER: 14 = NAVIGATION LIGHT
 AH1206
 AH1206  HISTORY     - Date     Condition        Report By
 AH1206  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1206  HISTORY     - 20010727 MARK NOT FOUND   USPSQD
 AH1206
 AH1206                          STATION DESCRIPTION
 AH1206
 AH1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1206'ABOUT 5 MILES SE OF THE U.S. NAVAL AIR STATION, ABOUT 2-1/2
 AH1206'MILES NE OF PITA ISLAND, ABOUT 1-1/4 MILES S OF A CAUSEWAY
 AH1206'(NOW UNDER CONSTRUCTION) TO PADRE ISLAND, IN LAGUNA MADRE,
 AH1206'ON THE E SIDE OF THE CHANNEL OF THE INTRACOASTAL WATERWAY.
 AH1206'LIGHT SURMOUNTS A BATTERY BOX ON TOP OF A 3-PILE DOLPHIN
 AH1206'17 FEET HIGH.  OBSERVATIONS WERE MADE ON THE CENTER OF BATTERY
 AH1206'BOX BEFORE LIGHT WAS INSTALLED.
 AH1206
 AH1206                          STATION RECOVERY (2001)
 AH1206
 AH1206'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 AH1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1217 ***********************************************************************
 AH1217  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 9
 AH1217  PID         -  AH1217
 AH1217  STATE/COUNTY-  TX/NUECES
 AH1217  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH1217
 AH1217                         *CURRENT SURVEY CONTROL
 AH1217  ___________________________________________________________________
 AH1217* NAD 83(1993)-  27 39 56.72305(N)    097 13 47.63458(W)     ADJUSTED  
 AH1217* NAVD 88     -                                                        
 AH1217  ___________________________________________________________________
 AH1217  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AH1217  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AH1217
 AH1217  HORZ ORDER  -  THIRD
 AH1217
 AH1217.The horizontal coordinates were established by classical geodetic methods
 AH1217.and adjusted by the National Geodetic Survey in February 1996..
 AH1217
 AH1217
 AH1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1217
 AH1217.The geoid height was determined by GEOID03.
 AH1217
 AH1217;                    North         East     Units Scale Factor Converg.
 AH1217;SPC TX S     - 5,222,118.016   425,306.018   MT  0.99996186   +0 34 35.9
 AH1217;SPC TX S     -17,132,898.86  1,395,358.16   sFT  0.99996186   +0 34 35.9
 AH1217;UTM  14      - 3,061,429.863   674,590.816   MT  0.99997626   +0 49 19.5
 AH1217
 AH1217                          SUPERSEDED SURVEY CONTROL
 AH1217
 AH1217  NAD 83(1986)-  27 39 56.73244(N)    097 13 47.60873(W) AD(       ) 4
 AH1217  NAD 27      -  27 39 55.60500(N)    097 13 46.64600(W) AD(       ) 3
 AH1217
 AH1217.Superseded values are not recommended for survey control.
 AH1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1217.See file dsdata.txt to determine how the superseded data were derived.
 AH1217
 AH1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7459161430(NAD 83)
 AH1217_MARKER: 14 = NAVIGATION LIGHT
 AH1217
 AH1217  HISTORY     - Date     Condition        Report By
 AH1217  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1217  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AH1217
 AH1217                          STATION DESCRIPTION
 AH1217
 AH1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1217'ABOUT 3 MILES ESE OF THE U.S. NAVAL AIR STATION, ABOUT 2
 AH1217'MILES S OF THE N END OF LAGUNA MADRE, IN LAGUNA MADRE, ON THE
 AH1217'E SIDE OF THE CHANNEL OF THE INTRACOASTAL WATERWAY.  LIGHT
 AH1217'SURMOUNTS BATTERY BOX ON TOP OF A 3-PILE DOLPHIN 17 FEET
 AH1217'HIGH.  OBSERVATIONS WERE MADE ON CENTER OF BATTERY BOX BEFORE
 AH1217'LIGHT WAS INSTALLED.
 AH1217
 AH1217                          STATION RECOVERY (1988)
 AH1217
 AH1217'RECOVERY NOTE BY US POWER SQUADRON 1988 (JFS)
 AH1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1219 ***********************************************************************
 AH1219  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 3
 AH1219  PID         -  AH1219
 AH1219  STATE/COUNTY-  TX/NUECES
 AH1219  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH1219
 AH1219                         *CURRENT SURVEY CONTROL
 AH1219  ___________________________________________________________________
 AH1219* NAD 83(1993)-  27 41 23.67863(N)    097 13 25.40780(W)     ADJUSTED  
 AH1219* NAVD 88     -                                                        
 AH1219  ___________________________________________________________________
 AH1219  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1219  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AH1219
 AH1219  HORZ ORDER  -  THIRD
 AH1219
 AH1219.The horizontal coordinates were established by classical geodetic methods
 AH1219.and adjusted by the National Geodetic Survey in February 1996..
 AH1219
 AH1219
 AH1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1219
 AH1219.The geoid height was determined by GEOID03.
 AH1219
 AH1219;                    North         East     Units Scale Factor Converg.
 AH1219;SPC TX S     - 5,224,800.574   425,888.056   MT  0.99996683   +0 34 46.0
 AH1219;SPC TX S     -17,141,699.88  1,397,267.73   sFT  0.99996683   +0 34 46.0
 AH1219;UTM  14      - 3,064,114.928   675,161.347   MT  0.99997872   +0 49 32.2
 AH1219
 AH1219                          SUPERSEDED SURVEY CONTROL
 AH1219
 AH1219  NAD 83(1986)-  27 41 23.68851(N)    097 13 25.38146(W) AD(       ) 4
 AH1219  NAD 27      -  27 41 22.56100(N)    097 13 24.42900(W) AD(       ) 3
 AH1219
 AH1219.Superseded values are not recommended for survey control.
 AH1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1219.See file dsdata.txt to determine how the superseded data were derived.
 AH1219
 AH1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7516164115(NAD 83)
 AH1219_MARKER: 14 = NAVIGATION LIGHT
 AH1219
 AH1219  HISTORY     - Date     Condition        Report By
 AH1219  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1219  HISTORY     - 20010727 MARK NOT FOUND   USPSQD
 AH1219
 AH1219                          STATION DESCRIPTION
 AH1219
 AH1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1219'ABOUT 2 MILES E OF THE U.S. NAVAL AIR STATION, AT THE S SIDE
 AH1219'OF CORPUS CHRISTI BAY, AT THE N END OF LAGUNA MADRE, ON THE
 AH1219'E SIDE OF THE N END OF CHANNEL CUT A OF THE INTRACOASTAL
 AH1219'WATERWAY.  LIGHT SURMOUNTS BATTERY BOX ON TOP OF A 3-PILE
 AH1219'DOLPHIN 17 FEET HIGH.  OBSERVATIONS WERE MADE ON CENTER
 AH1219'OF BATTERY BOX BEFORE LIGHT WAS INSTALLED.
 AH1219
 AH1219                          STATION RECOVERY (2001)
 AH1219
 AH1219'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 AH1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1220 ***********************************************************************
 AH1220  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 15
 AH1220  PID         -  AH1220
 AH1220  STATE/COUNTY-  TX/NUECES
 AH1220  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH1220
 AH1220                         *CURRENT SURVEY CONTROL
 AH1220  ___________________________________________________________________
 AH1220* NAD 83(1993)-  27 38 25.58704(N)    097 14 11.32406(W)     ADJUSTED  
 AH1220* NAVD 88     -                                                        
 AH1220  ___________________________________________________________________
 AH1220  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1220  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AH1220
 AH1220  HORZ ORDER  -  THIRD
 AH1220
 AH1220.The horizontal coordinates were established by classical geodetic methods
 AH1220.and adjusted by the National Geodetic Survey in February 1996..
 AH1220
 AH1220
 AH1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1220
 AH1220.The geoid height was determined by GEOID03.
 AH1220
 AH1220;                    North         East     Units Scale Factor Converg.
 AH1220;SPC TX S     - 5,219,306.439   424,684.913   MT  0.99995685   +0 34 25.1
 AH1220;SPC TX S     -17,123,674.54  1,393,320.42   sFT  0.99995685   +0 34 25.1
 AH1220;UTM  14      - 3,058,615.611   673,981.733   MT  0.99997364   +0 49 06.0
 AH1220
 AH1220                          SUPERSEDED SURVEY CONTROL
 AH1220
 AH1220  NAD 83(1986)-  27 38 25.59652(N)    097 14 11.29854(W) AD(       ) 4
 AH1220  NAD 27      -  27 38 24.46100(N)    097 14 10.33600(W) AD(       ) 3
 AH1220
 AH1220.Superseded values are not recommended for survey control.
 AH1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1220.See file dsdata.txt to determine how the superseded data were derived.
 AH1220
 AH1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7398258616(NAD 83)
 AH1220_MARKER: 14 = NAVIGATION LIGHT
 AH1220
 AH1220  HISTORY     - Date     Condition        Report By
 AH1220  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1220  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AH1220
 AH1220                          STATION DESCRIPTION
 AH1220
 AH1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1220'ABOUT 4 MILES SE OF THE U.S. NAVAL AIR STATION, ABOUT 1/2
 AH1220'MILE N OF A CAUSEWAY (NOW UNDER CONSTRUCTION) TO PADRE ISLAND,
 AH1220'IN LAGUNA MADRE, ON THE E SIDE OF THE CHANNEL OF THE INTRACOASTAL
 AH1220'WATERWAY, AT A BEND IN THE CHANNEL.  THE LIGHT SURMOUNTS
 AH1220'A BATTERY BOX ON TOP OF A 3-PILE DOLPHIN 17 FEET HIGH.
 AH1220'OBSERVATIONS WERE MADE ON THE CENTER OF BATTERY BOX BEFORE
 AH1220'LIGHT WAS INSTALLED.
 AH1220
 AH1220                          STATION RECOVERY (1988)
 AH1220
 AH1220'RECOVERY NOTE BY US POWER SQUADRON 1988 (JFS)
 AH1220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1284 ***********************************************************************
 AH1284  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 33
 AH1284  PID         -  AH1284
 AH1284  STATE/COUNTY-  TX/KLEBERG
 AH1284  USGS QUAD   -  PITA ISLAND (1975)
 AH1284
 AH1284                         *CURRENT SURVEY CONTROL
 AH1284  ___________________________________________________________________
 AH1284* NAD 83(1993)-  27 34 26.85069(N)    097 16 16.34235(W)     ADJUSTED  
 AH1284* NAVD 88     -                                                        
 AH1284  ___________________________________________________________________
 AH1284  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH1284  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AH1284
 AH1284  HORZ ORDER  -  THIRD
 AH1284
 AH1284.The horizontal coordinates were established by classical geodetic methods
 AH1284.and adjusted by the National Geodetic Survey in February 1996..
 AH1284
 AH1284
 AH1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1284
 AH1284.The geoid height was determined by GEOID03.
 AH1284
 AH1284;                    North         East     Units Scale Factor Converg.
 AH1284;SPC TX S     - 5,211,924.665   421,329.663   MT  0.99994463   +0 33 28.4
 AH1284;SPC TX S     -17,099,456.17  1,382,312.40   sFT  0.99994463   +0 33 28.4
 AH1284;UTM  14      - 3,051,219.519   670,657.848   MT  0.99995950   +0 48 01.6
 AH1284
 AH1284                          SUPERSEDED SURVEY CONTROL
 AH1284
 AH1284  NAD 83(1986)-  27 34 26.86087(N)    097 16 16.31761(W) AD(       ) 4
 AH1284  NAD 27      -  27 34 25.72000(N)    097 16 15.35900(W) AD(       ) 3
 AH1284
 AH1284.Superseded values are not recommended for survey control.
 AH1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1284.See file dsdata.txt to determine how the superseded data were derived.
 AH1284
 AH1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7065851220(NAD 83)
 AH1284_MARKER: 14 = NAVIGATION LIGHT
 AH1284
 AH1284  HISTORY     - Date     Condition        Report By
 AH1284  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1284
 AH1284                          STATION DESCRIPTION
 AH1284
 AH1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1284'ABOUT 8 MILES S OF U.S. NAVAL AIR STATION, ABOUT 2 MILES
 AH1284'SE OF PITA ISLAND, IN LAGUNA MADRE, ON THE E SIDE OF THE CHANNEL
 AH1284'OF THE INTRACOASTAL WATERWAY.  LIGHT SURMOUNTS BATTERY BOX
 AH1284'ON TOP OF 3-PILE DOLPHIN 17 FEET HIGH.  OBSERVATIONS WERE
 AH1284'MADE ON CENTER OF BATTERY BOX BEFORE LIGHT WAS INSTALLED.
 AH1284'THIS LIGHT IS NEAR THE KLEBERG-NUECES COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1285 ***********************************************************************
 AH1285  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 27
 AH1285  PID         -  AH1285
 AH1285  STATE/COUNTY-  TX/NUECES
 AH1285  USGS QUAD   -  PITA ISLAND (1975)
 AH1285
 AH1285                         *CURRENT SURVEY CONTROL
 AH1285  ___________________________________________________________________
 AH1285* NAD 83(1993)-  27 35 47.48294(N)    097 15 34.00674(W)     ADJUSTED  
 AH1285* NAVD 88     -                                                        
 AH1285  ___________________________________________________________________
 AH1285  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AH1285  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AH1285
 AH1285  HORZ ORDER  -  THIRD
 AH1285
 AH1285.The horizontal coordinates were established by classical geodetic methods
 AH1285.and adjusted by the National Geodetic Survey in February 1996..
 AH1285
 AH1285
 AH1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1285
 AH1285.The geoid height was determined by GEOID03.
 AH1285
 AH1285;                    North         East     Units Scale Factor Converg.
 AH1285;SPC TX S     - 5,214,417.741   422,466.388   MT  0.99994861   +0 33 47.6
 AH1285;SPC TX S     -17,107,635.54  1,386,041.81   sFT  0.99994861   +0 33 47.6
 AH1285;UTM  14      - 3,053,717.430   671,784.009   MT  0.99996426   +0 48 23.4
 AH1285
 AH1285                          SUPERSEDED SURVEY CONTROL
 AH1285
 AH1285  NAD 83(1986)-  27 35 47.49281(N)    097 15 33.98159(W) AD(       ) 4
 AH1285  NAD 27      -  27 35 46.35200(N)    097 15 33.02300(W) AD(       ) 3
 AH1285
 AH1285.Superseded values are not recommended for survey control.
 AH1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1285.See file dsdata.txt to determine how the superseded data were derived.
 AH1285
 AH1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7178453717(NAD 83)
 AH1285_MARKER: 14 = NAVIGATION LIGHT
 AH1285
 AH1285  HISTORY     - Date     Condition        Report By
 AH1285  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1285  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1285
 AH1285                          STATION DESCRIPTION
 AH1285
 AH1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1285'ABOUT 7 MILES S OF THE U.S. NAVAL AIR STATION, ABOUT 1-3/4
 AH1285'MILES E OF PITA ISLAND, IN LAGUNA MADRE, ON THE E SIDE OF
 AH1285'THE CHANNEL OF THE INTRACOASTAL WATERWAY.  THE LIGHT SURMOUNTS
 AH1285'A BATTERY BOX ON TOP OF A 3-PILE DOLPHIN 17 FEET HIGH.
 AH1285'OBSERVATIONS WERE MADE ON THE CENTER OF THE BATTERY BOX BEFORE
 AH1285'THE LIGHT WAS INSTALLED.
 AH1285
 AH1285                          STATION RECOVERY (2001)
 AH1285
 AH1285'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH1285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1289 ***********************************************************************
 AH1289  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 51
 AH1289  PID         -  AH1289
 AH1289  STATE/COUNTY-  TX/KLEBERG
 AH1289  USGS QUAD   -  PITA ISLAND (1975)
 AH1289
 AH1289                         *CURRENT SURVEY CONTROL
 AH1289  ___________________________________________________________________
 AH1289* NAD 83(1993)-  27 30 24.95422(N)    097 18 23.24682(W)     ADJUSTED  
 AH1289* NAVD 88     -                                                        
 AH1289  ___________________________________________________________________
 AH1289  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1289  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AH1289
 AH1289  HORZ ORDER  -  THIRD
 AH1289
 AH1289.The horizontal coordinates were established by classical geodetic methods
 AH1289.and adjusted by the National Geodetic Survey in February 1996..
 AH1289
 AH1289
 AH1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1289
 AH1289.The geoid height was determined by GEOID03.
 AH1289
 AH1289;                    North         East     Units Scale Factor Converg.
 AH1289;SPC TX S     - 5,204,446.200   417,919.516   MT  0.99993362   +0 32 30.8
 AH1289;SPC TX S     -17,074,920.57  1,371,124.28   sFT  0.99993362   +0 32 30.8
 AH1289;UTM  14      - 3,043,726.645   667,279.209   MT  0.99994541   +0 46 56.5
 AH1289
 AH1289                          SUPERSEDED SURVEY CONTROL
 AH1289
 AH1289  NAD 83(1986)-  27 30 24.96545(N)    097 18 23.22304(W) AD(       ) 4
 AH1289  NAD 27      -  27 30 23.81900(N)    097 18 22.25700(W) AD(       ) 3
 AH1289
 AH1289.Superseded values are not recommended for survey control.
 AH1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1289.See file dsdata.txt to determine how the superseded data were derived.
 AH1289
 AH1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6727943727(NAD 83)
 AH1289_MARKER: 14 = NAVIGATION LIGHT
 AH1289
 AH1289  HISTORY     - Date     Condition        Report By
 AH1289  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1289
 AH1289                          STATION DESCRIPTION
 AH1289
 AH1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1289'ABOUT 13 MILES S OF THE U.S. NAVAL AIR STATION, ABOUT 14
 AH1289'MILES NE OF POINT OF ROCKS ON THE N SIDE OF BAFFIN BAY, ABOUT
 AH1289'1-1/4 MILES SW OF THE S END OF NORTH BIRD ISLAND, ABOUT 3/4
 AH1289'MILE N OF THE N END OF SOUTH BIRD ISLAND, IN LAGUNA MADRE,
 AH1289'ON THE E SIDE OF THE CHANNEL OF THE INTRACOASTAL WATERWAY.
 AH1289'LIGHT SURMOUNTS A BATTERY BOX ON TOP OF A 3-PILE DOLPHIN
 AH1289'17 FEET HIGH.  OBSERVATIONS WERE MADE ON CENTER OF BATTERY
 AH1289'BOX BEFORE LIGHT WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1298 ***********************************************************************
 AH1298  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 39
 AH1298  PID         -  AH1298
 AH1298  STATE/COUNTY-  TX/KLEBERG
 AH1298  USGS QUAD   -  PITA ISLAND (1975)
 AH1298
 AH1298                         *CURRENT SURVEY CONTROL
 AH1298  ___________________________________________________________________
 AH1298* NAD 83(1993)-  27 33 06.12735(N)    097 16 58.69530(W)     ADJUSTED  
 AH1298* NAVD 88     -                                                        
 AH1298  ___________________________________________________________________
 AH1298  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1298  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AH1298
 AH1298  HORZ ORDER  -  THIRD
 AH1298
 AH1298.The horizontal coordinates were established by classical geodetic methods
 AH1298.and adjusted by the National Geodetic Survey in February 1996..
 AH1298
 AH1298
 AH1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1298
 AH1298.The geoid height was determined by GEOID03.
 AH1298
 AH1298;                    North         East     Units Scale Factor Converg.
 AH1298;SPC TX S     - 5,209,428.902   420,192.026   MT  0.99994080   +0 33 09.1
 AH1298;SPC TX S     -17,091,267.99  1,378,580.01   sFT  0.99994080   +0 33 09.1
 AH1298;UTM  14      - 3,048,718.934   669,530.755   MT  0.99995477   +0 47 39.8
 AH1298
 AH1298                          SUPERSEDED SURVEY CONTROL
 AH1298
 AH1298  NAD 83(1986)-  27 33 06.13763(N)    097 16 58.67070(W) AD(       ) 4
 AH1298  NAD 27      -  27 33 04.99400(N)    097 16 57.71000(W) AD(       ) 3
 AH1298
 AH1298.Superseded values are not recommended for survey control.
 AH1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1298.See file dsdata.txt to determine how the superseded data were derived.
 AH1298
 AH1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6953148719(NAD 83)
 AH1298_MARKER: 14 = NAVIGATION LIGHT
 AH1298
 AH1298  HISTORY     - Date     Condition        Report By
 AH1298  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1298
 AH1298                          STATION DESCRIPTION
 AH1298
 AH1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1298'ABOUT 9-1/2 MILES S OF THE U.S. NAVAL AIR STATION, ABOUT
 AH1298'3-1/2 MILES S OF PITA ISLAND, ABOUT 2 MILES N OF NORTH BIRD
 AH1298'ISLAND, IN LAGUNA MADRE, ON THE E SIDE OF THE CHANNEL OF
 AH1298'THE INTRACOASTAL WATERWAY.  LIGHT SURMOUNTS BATTERY BOX
 AH1298'ON TOP OF 3-PILE DOLPHIN 17 FEET HIGH.  OBSERVATIONS WERE
 AH1298'MADE ON CENTER OF BATTERY BOX BEFORE LIGHT WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1299 ***********************************************************************
 AH1299  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 45
 AH1299  PID         -  AH1299
 AH1299  STATE/COUNTY-  TX/KLEBERG
 AH1299  USGS QUAD   -  PITA ISLAND (1975)
 AH1299
 AH1299                         *CURRENT SURVEY CONTROL
 AH1299  ___________________________________________________________________
 AH1299* NAD 83(1993)-  27 31 46.12644(N)    097 17 40.69060(W)     ADJUSTED  
 AH1299* NAVD 88     -                                                        
 AH1299  ___________________________________________________________________
 AH1299  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AH1299  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AH1299
 AH1299  HORZ ORDER  -  THIRD
 AH1299
 AH1299.The horizontal coordinates were established by classical geodetic methods
 AH1299.and adjusted by the National Geodetic Survey in February 1996..
 AH1299
 AH1299
 AH1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1299
 AH1299.The geoid height was determined by GEOID03.
 AH1299
 AH1299;                    North         East     Units Scale Factor Converg.
 AH1299;SPC TX S     - 5,206,955.590   419,063.525   MT  0.99993716   +0 32 50.1
 AH1299;SPC TX S     -17,083,153.46  1,374,877.58   sFT  0.99993716   +0 32 50.1
 AH1299;UTM  14      - 3,046,240.852   668,412.675   MT  0.99995011   +0 47 18.3
 AH1299
 AH1299                          SUPERSEDED SURVEY CONTROL
 AH1299
 AH1299  NAD 83(1986)-  27 31 46.13699(N)    097 17 40.66645(W) AD(       ) 4
 AH1299  NAD 27      -  27 31 44.99400(N)    097 17 39.70500(W) AD(       ) 3
 AH1299
 AH1299.Superseded values are not recommended for survey control.
 AH1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1299.See file dsdata.txt to determine how the superseded data were derived.
 AH1299
 AH1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6841346241(NAD 83)
 AH1299_MARKER: 14 = NAVIGATION LIGHT
 AH1299
 AH1299  HISTORY     - Date     Condition        Report By
 AH1299  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1299
 AH1299                          STATION DESCRIPTION
 AH1299
 AH1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1299'ABOUT 11 MILES S OF THE U.S. NAVAL AIR STATION, ABOUT 1/2 MILE
 AH1299'NW OF THE N END OF NORTH BIRD ISLAND, IN LAGUNA MADRE, ON
 AH1299'THE E SIDE OF THE CHANNEL OF THE INTRACOASTAL WATERWAY.  LIGHT
 AH1299'SURMOUNTS A BATTERY BOX ON TOP OF A 3-PILE DOLPHIN 17 FEET
 AH1299'HIGH.  OBSERVATIONS WERE MADE ON CENTER OF BATTERY BOX BEFORE
 AH1299'LIGHT WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1402 ***********************************************************************
 AH1402  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 201
 AH1402  PID         -  AH1402
 AH1402  STATE/COUNTY-  TX/KENEDY
 AH1402  USGS QUAD   -  POTRERO CORTADO (1975)
 AH1402
 AH1402                         *CURRENT SURVEY CONTROL
 AH1402  ___________________________________________________________________
 AH1402* NAD 83(1993)-  27 06 46.89476(N)    097 26 27.98807(W)     ADJUSTED  
 AH1402* NAVD 88     -                                                        
 AH1402  ___________________________________________________________________
 AH1402  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AH1402  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AH1402
 AH1402  HORZ ORDER  -  THIRD
 AH1402
 AH1402.The horizontal coordinates were established by classical geodetic methods
 AH1402.and adjusted by the National Geodetic Survey in February 1996..
 AH1402
 AH1402
 AH1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1402
 AH1402.The geoid height was determined by GEOID03.
 AH1402
 AH1402;                    North         East     Units Scale Factor Converg.
 AH1402;SPC TX S     - 5,160,684.857   404,982.869   MT  0.99989669   +0 28 50.7
 AH1402;SPC TX S     -16,931,346.90  1,328,681.30   sFT  0.99989669   +0 28 50.7
 AH1402;UTM  14      - 2,999,912.230   654,522.076   MT  0.99989476   +0 42 38.2
 AH1402
 AH1402                          SUPERSEDED SURVEY CONTROL
 AH1402
 AH1402  NAD 83(1986)-  27 06 46.91277(N)    097 26 27.96413(W) AD(       ) 4
 AH1402  NAD 27      -  27 06 45.73700(N)    097 26 27.01500(W) AD(       ) 3
 AH1402
 AH1402.Superseded values are not recommended for survey control.
 AH1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1402.See file dsdata.txt to determine how the superseded data were derived.
 AH1402
 AH1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5452299912(NAD 83)
 AH1402_MARKER: 14 = NAVIGATION LIGHT
 AH1402
 AH1402  HISTORY     - Date     Condition        Report By
 AH1402  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1402
 AH1402                          STATION DESCRIPTION
 AH1402
 AH1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1402'LOCATED IN LAGUNA MADRE, APPROXIMATELY 10.4 MILES SSW OF
 AH1402'POINT PENASCAL, OPPOSITE N END OF CABALLOS ISLAND, AND ON
 AH1402'THE E SIDE OF THE INTRACOASTAL WATERWAY, IN THE MIDDLE GROUND.
 AH1402'LIGHT IS ON A BLACK THREE-PILE DOLPHIN 17 FEET HIGH.  BLACK
 AH1402'SQUARE DAYMARKS WITH YELLOW BORDERS AND LIGHT NUMBER ARE
 AH1402'ON N AND S SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1407 ***********************************************************************
 AH1407  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 151
 AH1407  PID         -  AH1407
 AH1407  STATE/COUNTY-  TX/KENEDY
 AH1407  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1407
 AH1407                         *CURRENT SURVEY CONTROL
 AH1407  ___________________________________________________________________
 AH1407* NAD 83(1993)-  27 12 58.08658(N)    097 25 24.07068(W)     ADJUSTED  
 AH1407* NAVD 88     -                                                        
 AH1407  ___________________________________________________________________
 AH1407  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AH1407  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AH1407
 AH1407  HORZ ORDER  -  THIRD
 AH1407
 AH1407.The horizontal coordinates were established by classical geodetic methods
 AH1407.and adjusted by the National Geodetic Survey in February 1996..
 AH1407
 AH1407
 AH1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1407
 AH1407.The geoid height was determined by GEOID03.
 AH1407
 AH1407;                    North         East     Units Scale Factor Converg.
 AH1407;SPC TX S     - 5,172,123.271   406,645.654   MT  0.99990181   +0 29 19.7
 AH1407;SPC TX S     -16,968,874.43  1,334,136.62   sFT  0.99990181   +0 29 19.7
 AH1407;UTM  14      - 3,011,357.246   656,138.702   MT  0.99990095   +0 43 16.4
 AH1407
 AH1407                          SUPERSEDED SURVEY CONTROL
 AH1407
 AH1407  NAD 83(1986)-  27 12 58.10416(N)    097 25 24.04708(W) AD(       ) 4
 AH1407  NAD 27      -  27 12 56.93900(N)    097 25 23.09600(W) AD(       ) 3
 AH1407
 AH1407.Superseded values are not recommended for survey control.
 AH1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1407.See file dsdata.txt to determine how the superseded data were derived.
 AH1407
 AH1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5613911357(NAD 83)
 AH1407_MARKER: 14 = NAVIGATION LIGHT
 AH1407
 AH1407  HISTORY     - Date     Condition        Report By
 AH1407  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1407
 AH1407                          STATION DESCRIPTION
 AH1407
 AH1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1407'LOCATED IN LAGUNA MADRE, APPROXIMATELY 3.5 MILES S OF POINT
 AH1407'PENASCAL, ON THE E SIDE OF THE INTRACOASTAL WATERWAY.  LIGHT
 AH1407'IS ATOP A BLACK BATTERY BOX ON A THREE-PILE DOLPHIN 17 FEET
 AH1407'HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW BORDERS AND LIGHT
 AH1407'NUMBER ARE ON NNE AND SSW SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1409 ***********************************************************************
 AH1409  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 163
 AH1409  PID         -  AH1409
 AH1409  STATE/COUNTY-  TX/KENEDY
 AH1409  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1409
 AH1409                         *CURRENT SURVEY CONTROL
 AH1409  ___________________________________________________________________
 AH1409* NAD 83(1993)-  27 11 30.30863(N)    097 25 43.12404(W)     ADJUSTED  
 AH1409* NAVD 88     -                                                        
 AH1409  ___________________________________________________________________
 AH1409  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AH1409  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AH1409
 AH1409  HORZ ORDER  -  THIRD
 AH1409
 AH1409.The horizontal coordinates were established by classical geodetic methods
 AH1409.and adjusted by the National Geodetic Survey in February 1996..
 AH1409
 AH1409
 AH1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1409
 AH1409.The geoid height was determined by GEOID03.
 AH1409
 AH1409;                    North         East     Units Scale Factor Converg.
 AH1409;SPC TX S     - 5,169,417.400   406,144.349   MT  0.99990031   +0 29 11.0
 AH1409;SPC TX S     -16,959,996.92  1,332,491.92   sFT  0.99990031   +0 29 11.0
 AH1409;UTM  14      - 3,008,649.368   655,648.364   MT  0.99989907   +0 43 05.5
 AH1409
 AH1409                          SUPERSEDED SURVEY CONTROL
 AH1409
 AH1409  NAD 83(1986)-  27 11 30.32634(N)    097 25 43.10080(W) AD(       ) 4
 AH1409  NAD 27      -  27 11 29.16100(N)    097 25 42.16000(W) AD(       ) 3
 AH1409
 AH1409.Superseded values are not recommended for survey control.
 AH1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1409.See file dsdata.txt to determine how the superseded data were derived.
 AH1409
 AH1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5564808649(NAD 83)
 AH1409_MARKER: 14 = NAVIGATION LIGHT
 AH1409
 AH1409  HISTORY     - Date     Condition        Report By
 AH1409  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1409
 AH1409                          STATION DESCRIPTION
 AH1409
 AH1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1409'LOCATED IN LAGUNA MADRE, APPROXIMATELY 5.2 MILES SSW OF
 AH1409'POINT PENASCAL, ON THE E SIDE OF THE INTRACOASTAL WATERWAY.
 AH1409'LIGHT IS ON A BLACK THREE-PILE DOLPHIN 17 FEET HIGH.  BLACK
 AH1409'SQUARE DAYMARKS WITH YELLOW BORDERS AND LIGHT NUMBERS ARE
 AH1409'ON NNE AND SSW SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1412 ***********************************************************************
 AH1412  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 187
 AH1412  PID         -  AH1412
 AH1412  STATE/COUNTY-  TX/KENEDY
 AH1412  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1412
 AH1412                         *CURRENT SURVEY CONTROL
 AH1412  ___________________________________________________________________
 AH1412* NAD 83(1993)-  27 08 28.49167(N)    097 26 21.44035(W)     ADJUSTED  
 AH1412* NAVD 88     -                                                        
 AH1412  ___________________________________________________________________
 AH1412  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AH1412  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AH1412
 AH1412  HORZ ORDER  -  THIRD
 AH1412
 AH1412.The horizontal coordinates were established by classical geodetic methods
 AH1412.and adjusted by the National Geodetic Survey in February 1996..
 AH1412
 AH1412
 AH1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1412
 AH1412.The geoid height was determined by GEOID03.
 AH1412
 AH1412;                    North         East     Units Scale Factor Converg.
 AH1412;SPC TX S     - 5,163,813.023   405,136.909   MT  0.99989777   +0 28 53.7
 AH1412;SPC TX S     -16,941,609.89  1,329,186.68   sFT  0.99989777   +0 28 53.7
 AH1412;UTM  14      - 3,003,040.982   654,663.546   MT  0.99989530   +0 42 43.6
 AH1412
 AH1412                          SUPERSEDED SURVEY CONTROL
 AH1412
 AH1412  NAD 83(1986)-  27 08 28.50978(N)    097 26 21.41708(W) AD(       ) 4
 AH1412  NAD 27      -  27 08 27.33700(N)    097 26 20.47200(W) AD(       ) 3
 AH1412
 AH1412.Superseded values are not recommended for survey control.
 AH1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1412.See file dsdata.txt to determine how the superseded data were derived.
 AH1412
 AH1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5466403041(NAD 83)
 AH1412_MARKER: 14 = NAVIGATION LIGHT
 AH1412
 AH1412  HISTORY     - Date     Condition        Report By
 AH1412  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1412
 AH1412                          STATION DESCRIPTION
 AH1412
 AH1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1412'LOCATED IN LAGUNA MADRE, APPROXIMATELY 8.5 MILES SSW OF
 AH1412'POINT PENASCAL, 0.8 MILE S OF THE N END OF LABRERO ISLAND,
 AH1412'ON E SIDE OF THE CHANNEL OF THE INTRACOASTAL WATERWAY.  IT
 AH1412'IS THE MOST N LIGHT IN THE MIDDLE GROUND AND IS AT THE FIRST
 AH1412'BEND IN CHANNEL N OF BAFFIN BAY.  LIGHT IS ON A BLACK THREE-PILE
 AH1412'DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW
 AH1412'BORDERS AND LIGHT NUMBER ARE ON NNE AND S SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1417 ***********************************************************************
 AH1417  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 139
 AH1417  PID         -  AH1417
 AH1417  STATE/COUNTY-  TX/KENEDY
 AH1417  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1417
 AH1417                         *CURRENT SURVEY CONTROL
 AH1417  ___________________________________________________________________
 AH1417* NAD 83(1993)-  27 14 25.24305(N)    097 25 05.16534(W)     ADJUSTED  
 AH1417* NAVD 88     -                                                        
 AH1417  ___________________________________________________________________
 AH1417  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AH1417  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AH1417
 AH1417  HORZ ORDER  -  THIRD
 AH1417
 AH1417.The horizontal coordinates were established by classical geodetic methods
 AH1417.and adjusted by the National Geodetic Survey in February 1996..
 AH1417
 AH1417
 AH1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1417
 AH1417.The geoid height was determined by GEOID03.
 AH1417
 AH1417;                    North         East     Units Scale Factor Converg.
 AH1417;SPC TX S     - 5,174,810.015   407,142.823   MT  0.99990347   +0 29 28.3
 AH1417;SPC TX S     -16,977,689.19  1,335,767.75   sFT  0.99990347   +0 29 28.3
 AH1417;UTM  14      - 3,014,045.984   656,624.954   MT  0.99990283   +0 43 27.2
 AH1417
 AH1417                          SUPERSEDED SURVEY CONTROL
 AH1417
 AH1417  NAD 83(1986)-  27 14 25.26084(N)    097 25 05.14156(W) AD(       ) 4
 AH1417  NAD 27      -  27 14 24.10200(N)    097 25 04.18300(W) AD(       ) 3
 AH1417
 AH1417.Superseded values are not recommended for survey control.
 AH1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1417.See file dsdata.txt to determine how the superseded data were derived.
 AH1417
 AH1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5662514046(NAD 83)
 AH1417_MARKER: 14 = NAVIGATION LIGHT
 AH1417
 AH1417  HISTORY     - Date     Condition        Report By
 AH1417  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1417  HISTORY     - 1968     GOOD             CGS
 AH1417
 AH1417                          STATION DESCRIPTION
 AH1417
 AH1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1417'LOCATED IN LAGUNA MADRE, APPROXIMATELY 1.9 MILES S OF POINT
 AH1417'PENASCAL, AND ON E SIDE OF CHANNEL OF THE INTRACOASTAL WATERWAY.
 AH1417'LIGHT IS ATOP A BLACK BATTERY BOX ON A THREE-PILE DOLPHIN
 AH1417'17 FEET HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW BORDERS
 AH1417'AND LIGHT NUMBER ARE ON NNE AND SSW SIDES OF DOLPHIN.
 AH1417
 AH1417                          STATION RECOVERY (1968)
 AH1417
 AH1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1417'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  ITS POSITION
 AH1417'APPEARS TO BE UNCHANGED.
 AH1417'
 AH1417'THE LIGHT LIST REVEALS THE LIGHT WAS REBUILT IN 1959.  THE
 AH1417'STATION IS CONSIDERED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1418 ***********************************************************************
 AH1418  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 175
 AH1418  PID         -  AH1418
 AH1418  STATE/COUNTY-  TX/KENEDY
 AH1418  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1418
 AH1418                         *CURRENT SURVEY CONTROL
 AH1418  ___________________________________________________________________
 AH1418* NAD 83(1993)-  27 10 02.67476(N)    097 26 01.80494(W)     ADJUSTED  
 AH1418* NAVD 88     -                                                        
 AH1418  ___________________________________________________________________
 AH1418  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AH1418  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AH1418
 AH1418  HORZ ORDER  -  THIRD
 AH1418
 AH1418.The horizontal coordinates were established by classical geodetic methods
 AH1418.and adjusted by the National Geodetic Survey in February 1996..
 AH1418
 AH1418
 AH1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1418
 AH1418.The geoid height was determined by GEOID03.
 AH1418
 AH1418;                    North         East     Units Scale Factor Converg.
 AH1418;SPC TX S     - 5,166,716.082   405,653.033   MT  0.99989899   +0 29 02.6
 AH1418;SPC TX S     -16,951,134.35  1,330,879.99   sFT  0.99989899   +0 29 02.6
 AH1418;UTM  14      - 3,005,946.092   655,167.967   MT  0.99989723   +0 42 54.9
 AH1418
 AH1418                          SUPERSEDED SURVEY CONTROL
 AH1418
 AH1418  NAD 83(1986)-  27 10 02.69269(N)    097 26 01.78153(W) AD(       ) 4
 AH1418  NAD 27      -  27 10 01.51900(N)    097 26 00.83200(W) AD(       ) 3
 AH1418
 AH1418.Superseded values are not recommended for survey control.
 AH1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1418.See file dsdata.txt to determine how the superseded data were derived.
 AH1418
 AH1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5516805946(NAD 83)
 AH1418_MARKER: 14 = NAVIGATION LIGHT
 AH1418
 AH1418  HISTORY     - Date     Condition        Report By
 AH1418  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1418
 AH1418                          STATION DESCRIPTION
 AH1418
 AH1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1418'LOCATED IN LAGUNA MADRE, APPROXIMATELY 6.8 MILES SSW OF
 AH1418'POINT PENASCAL, 0.9 MILE N OF N END OF LABRERO ISLAND, AND
 AH1418'ON THE E SIDE OF THE INTRACOASTAL WATERWAY.  LIGHT IS ON
 AH1418'A BLACK THREE-PILE DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS
 AH1418'WITH YELLOW BORDERS AND LIGHT NUMBER ARE ON NNE AND SSW
 AH1418'SIDES OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1434 ***********************************************************************
 AH1434  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 75
 AH1434  PID         -  AH1434
 AH1434  STATE/COUNTY-  TX/KLEBERG
 AH1434  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1434
 AH1434                         *CURRENT SURVEY CONTROL
 AH1434  ___________________________________________________________________
 AH1434* NAD 83(1993)-  27 24 53.24944(N)    097 21 16.97782(W)     ADJUSTED  
 AH1434* NAVD 88     -                                                        
 AH1434  ___________________________________________________________________
 AH1434  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1434  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AH1434
 AH1434  HORZ ORDER  -  THIRD
 AH1434
 AH1434.The horizontal coordinates were established by classical geodetic methods
 AH1434.and adjusted by the National Geodetic Survey in February 1996..
 AH1434
 AH1434
 AH1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1434
 AH1434.The geoid height was determined by GEOID03.
 AH1434
 AH1434;                    North         East     Units Scale Factor Converg.
 AH1434;SPC TX S     - 5,194,193.053   413,244.450   MT  0.99992076   +0 31 11.9
 AH1434;SPC TX S     -17,041,281.71  1,355,786.17   sFT  0.99992076   +0 31 11.9
 AH1434;UTM  14      - 3,033,453.987   662,646.928   MT  0.99992655   +0 45 27.7
 AH1434
 AH1434                          SUPERSEDED SURVEY CONTROL
 AH1434
 AH1434  NAD 83(1986)-  27 24 53.26304(N)    097 21 16.95480(W) AD(       ) 4
 AH1434  NAD 27      -  27 24 52.11800(N)    097 21 15.99400(W) AD(       ) 3
 AH1434
 AH1434.Superseded values are not recommended for survey control.
 AH1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1434.See file dsdata.txt to determine how the superseded data were derived.
 AH1434
 AH1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6264733454(NAD 83)
 AH1434_MARKER: 14 = NAVIGATION LIGHT
 AH1434
 AH1434  HISTORY     - Date     Condition        Report By
 AH1434  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1434
 AH1434                          STATION DESCRIPTION
 AH1434
 AH1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1434'ABOUT 7 MILES NE OF POINT OF ROCKS ON THE N SIDE OF BAFFIN
 AH1434'BAY, ABOUT 1 MILE NE OF A BLUNT UNNAMED POINT ON THE W SHORE
 AH1434'OF LAGUNA MADRE, IN LAGUNA MADRE, ON THE E SIDE OF THE CHANNEL
 AH1434'OF THE INTRACOASTAL WATERWAY.  LIGHT SURMOUNTS A BATTERY BOX
 AH1434'ON TOP OF A 3-PILE DOLPHIN 17 FEET HIGH.  OBSERVATIONS WERE
 AH1434'MADE ON CENTER OF BATTERY BOX BEFORE LIGHT WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1436 ***********************************************************************
 AH1436  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 83
 AH1436  PID         -  AH1436
 AH1436  STATE/COUNTY-  TX/KLEBERG
 AH1436  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1436
 AH1436                         *CURRENT SURVEY CONTROL
 AH1436  ___________________________________________________________________
 AH1436* NAD 83(1993)-  27 23 04.47787(N)    097 22 13.87323(W)     ADJUSTED  
 AH1436* NAVD 88     -                                                        
 AH1436  ___________________________________________________________________
 AH1436  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1436  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AH1436
 AH1436  HORZ ORDER  -  THIRD
 AH1436
 AH1436.The horizontal coordinates were established by classical geodetic methods
 AH1436.and adjusted by the National Geodetic Survey in February 1996..
 AH1436
 AH1436
 AH1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1436
 AH1436.The geoid height was determined by GEOID03.
 AH1436
 AH1436;                    North         East     Units Scale Factor Converg.
 AH1436;SPC TX S     - 5,190,831.330   411,711.743   MT  0.99991710   +0 30 46.0
 AH1436;SPC TX S     -17,030,252.46  1,350,757.61   sFT  0.99991710   +0 30 46.0
 AH1436;UTM  14      - 3,030,085.929   661,128.151   MT  0.99992049   +0 44 58.8
 AH1436
 AH1436                          SUPERSEDED SURVEY CONTROL
 AH1436
 AH1436  NAD 83(1986)-  27 23 04.49256(N)    097 22 13.85007(W) AD(       ) 4
 AH1436  NAD 27      -  27 23 03.34400(N)    097 22 12.88800(W) AD(       ) 3
 AH1436
 AH1436.Superseded values are not recommended for survey control.
 AH1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1436.See file dsdata.txt to determine how the superseded data were derived.
 AH1436
 AH1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6112830086(NAD 83)
 AH1436_MARKER: 14 = NAVIGATION LIGHT
 AH1436
 AH1436  HISTORY     - Date     Condition        Report By
 AH1436  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1436
 AH1436                          STATION DESCRIPTION
 AH1436
 AH1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1436'ABOUT 5 MILES NE OF POINT OF ROCKS ON THE N SIDE OF BAFFIN
 AH1436'BAY, ABOUT 1-3/4 MILES S OF A BLUNT UNNAMED POINT ON THE W
 AH1436'SHORE OF LAGUNA MADRE, IN LAGUNA MADRE, ON THE E SIDE OF THE
 AH1436'CHANNEL OF THE INTRACOASTAL WATERWAY, AT A SLIGHT BEND IN THE
 AH1436'CHANNEL.  LIGHT SURMOUNTS A BATTERY BOX ON TOP OF A 3-PILE
 AH1436'DOLPHIN 17 FEET HIGH.  OBSERVATIONS WERE MADE ON CENTER OF
 AH1436'BATTERY BOX BEFORE LIGHT WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1437 ***********************************************************************
 AH1437  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 63
 AH1437  PID         -  AH1437
 AH1437  STATE/COUNTY-  TX/KLEBERG
 AH1437  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1437
 AH1437                         *CURRENT SURVEY CONTROL
 AH1437  ___________________________________________________________________
 AH1437* NAD 83(1993)-  27 27 42.58828(N)    097 19 48.32657(W)     ADJUSTED  
 AH1437* NAVD 88     -                                                        
 AH1437  ___________________________________________________________________
 AH1437  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AH1437  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AH1437
 AH1437  HORZ ORDER  -  THIRD
 AH1437
 AH1437.The horizontal coordinates were established by classical geodetic methods
 AH1437.and adjusted by the National Geodetic Survey in February 1996..
 AH1437
 AH1437
 AH1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1437
 AH1437.The geoid height was determined by GEOID03.
 AH1437
 AH1437;                    North         East     Units Scale Factor Converg.
 AH1437;SPC TX S     - 5,199,427.132   415,630.993   MT  0.99992700   +0 31 52.1
 AH1437;SPC TX S     -17,058,453.85  1,363,616.02   sFT  0.99992700   +0 31 52.1
 AH1437;UTM  14      - 3,038,697.990   665,011.688   MT  0.99993612   +0 46 13.0
 AH1437
 AH1437                          SUPERSEDED SURVEY CONTROL
 AH1437
 AH1437  NAD 83(1986)-  27 27 42.60055(N)    097 19 48.30346(W) AD(       ) 4
 AH1437  NAD 27      -  27 27 41.45300(N)    097 19 47.34200(W) AD(       ) 3
 AH1437
 AH1437.Superseded values are not recommended for survey control.
 AH1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1437.See file dsdata.txt to determine how the superseded data were derived.
 AH1437
 AH1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6501238698(NAD 83)
 AH1437_MARKER: 14 = NAVIGATION LIGHT
 AH1437
 AH1437  HISTORY     - Date     Condition        Report By
 AH1437  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1437
 AH1437                          STATION DESCRIPTION
 AH1437
 AH1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1437'ABOUT 10-3/4 MILES NE OF POINT OF ROCKS ON THE N SIDE OF
 AH1437'BAFFIN BAY, ABOUT 2-1/2 MILES SW OF THE S END OF SOUTH BIRD
 AH1437'ISLAND, IN LAGUNA MADRE, ON THE E SIDE OF THE CHANNEL OF THE
 AH1437'INTRACOASTAL WATERWAY.  LIGHT SURMOUNTS A BATTERY BOX ON TOP
 AH1437'OF 3-PILE DOLPHIN 17 FEET HIGH.  OBSERVATIONS WERE MADE ON CENTER
 AH1437'OF BATTERY BOX BEFORE LIGHT WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1438 ***********************************************************************
 AH1438  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 69
 AH1438  PID         -  AH1438
 AH1438  STATE/COUNTY-  TX/KLEBERG
 AH1438  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1438
 AH1438                         *CURRENT SURVEY CONTROL
 AH1438  ___________________________________________________________________
 AH1438* NAD 83(1993)-  27 26 23.53524(N)    097 20 29.77220(W)     ADJUSTED  
 AH1438* NAVD 88     -                                                        
 AH1438  ___________________________________________________________________
 AH1438  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1438  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AH1438
 AH1438  HORZ ORDER  -  THIRD
 AH1438
 AH1438.The horizontal coordinates were established by classical geodetic methods
 AH1438.and adjusted by the National Geodetic Survey in February 1996..
 AH1438
 AH1438
 AH1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1438
 AH1438.The geoid height was determined by GEOID03.
 AH1438
 AH1438;                    North         East     Units Scale Factor Converg.
 AH1438;SPC TX S     - 5,196,983.608   414,515.474   MT  0.99992400   +0 31 33.3
 AH1438;SPC TX S     -17,050,437.05  1,359,956.18   sFT  0.99992400   +0 31 33.3
 AH1438;UTM  14      - 3,036,249.818   663,906.353   MT  0.99993163   +0 45 51.8
 AH1438
 AH1438                          SUPERSEDED SURVEY CONTROL
 AH1438
 AH1438  NAD 83(1986)-  27 26 23.54813(N)    097 20 29.74913(W) AD(       ) 4
 AH1438  NAD 27      -  27 26 22.40300(N)    097 20 28.78900(W) AD(       ) 3
 AH1438
 AH1438.Superseded values are not recommended for survey control.
 AH1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1438.See file dsdata.txt to determine how the superseded data were derived.
 AH1438
 AH1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6390636250(NAD 83)
 AH1438_MARKER: 14 = NAVIGATION LIGHT
 AH1438
 AH1438  HISTORY     - Date     Condition        Report By
 AH1438  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1438
 AH1438                          STATION DESCRIPTION
 AH1438
 AH1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1438'ABOUT 9 MILES NE OF POINT OF ROCKS ON THE N SIDE OF BAFFIN
 AH1438'BAY, ABOUT 4 MILES SW OF SOUTH BIRD ISLAND, IN LAGUNA MADRE,
 AH1438'ON THE E SIDE OF THE CHANNEL OF THE INTRACOASTAL WATERWAY.
 AH1438'LIGHT SURMOUNTS A BATTERY BOX ON TOP OF A 3-PILE DOLPHIN
 AH1438'17 FEET HIGH.  OBSERVATIONS WERE MADE ON THE CENTER OF THE
 AH1438'BATTERY BOX BEFORE THE LIGHT WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1442 ***********************************************************************
 AH1442  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 57
 AH1442  PID         -  AH1442
 AH1442  STATE/COUNTY-  TX/KLEBERG
 AH1442  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH1442
 AH1442                         *CURRENT SURVEY CONTROL
 AH1442  ___________________________________________________________________
 AH1442* NAD 83(1993)-  27 29 03.82302(N)    097 19 05.75612(W)     ADJUSTED  
 AH1442* NAVD 88     -                                                        
 AH1442  ___________________________________________________________________
 AH1442  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1442  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AH1442
 AH1442  HORZ ORDER  -  THIRD
 AH1442
 AH1442.The horizontal coordinates were established by classical geodetic methods
 AH1442.and adjusted by the National Geodetic Survey in February 1996..
 AH1442
 AH1442
 AH1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1442
 AH1442.The geoid height was determined by GEOID03.
 AH1442
 AH1442;                    North         East     Units Scale Factor Converg.
 AH1442;SPC TX S     - 5,201,938.206   416,776.313   MT  0.99993024   +0 32 11.5
 AH1442;SPC TX S     -17,066,692.26  1,367,373.62   sFT  0.99993024   +0 32 11.5
 AH1442;UTM  14      - 3,041,213.854   666,146.515   MT  0.99994075   +0 46 34.7
 AH1442
 AH1442                          SUPERSEDED SURVEY CONTROL
 AH1442
 AH1442  NAD 83(1986)-  27 29 03.83467(N)    097 19 05.73276(W) AD(       ) 4
 AH1442  NAD 27      -  27 29 02.68800(N)    097 19 04.76900(W) AD(       ) 3
 AH1442
 AH1442.Superseded values are not recommended for survey control.
 AH1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1442.See file dsdata.txt to determine how the superseded data were derived.
 AH1442
 AH1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6614741214(NAD 83)
 AH1442_MARKER: 14 = NAVIGATION LIGHT
 AH1442
 AH1442  HISTORY     - Date     Condition        Report By
 AH1442  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1442
 AH1442                          STATION DESCRIPTION
 AH1442
 AH1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1442'ABOUT 12-1/2 MILES NE OF POINT OF ROCKS ON THE N SIDE OF
 AH1442'BAFFIN BAY, ABOUT 1/2 MILE SW OF THE S END OF SOUTH BIRD
 AH1442'ISLAND, IN LAGUNA MADRE, ON THE E SIDE OF THE CHANNEL OF THE
 AH1442'INTRACOASTAL WATERWAY.  LIGHT SURMOUNTS A BATTERY BOX ON TOP
 AH1442'OF A 3-PILE DOLPHIN 17 FEET HIGH.  OBSERVATIONS WERE MADE
 AH1442'ON CENTER OF BATTERY BOX BEFORE LIGHT WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1456 ***********************************************************************
 AH1456  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 103
 AH1456  PID         -  AH1456
 AH1456  STATE/COUNTY-  TX/KLEBERG
 AH1456  USGS QUAD   -  POINT OF ROCKS (1975)
 AH1456
 AH1456                         *CURRENT SURVEY CONTROL
 AH1456  ___________________________________________________________________
 AH1456* NAD 83(1993)-  27 18 40.70674(N)    097 24 09.29415(W)     ADJUSTED  
 AH1456* NAVD 88     -                                                        
 AH1456  ___________________________________________________________________
 AH1456  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AH1456  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AH1456
 AH1456  HORZ ORDER  -  THIRD
 AH1456
 AH1456.The horizontal coordinates were established by classical geodetic methods
 AH1456.and adjusted by the National Geodetic Survey in February 1996..
 AH1456
 AH1456
 AH1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1456
 AH1456.The geoid height was determined by GEOID03.
 AH1456
 AH1456;                    North         East     Units Scale Factor Converg.
 AH1456;SPC TX S     - 5,182,685.415   408,611.373   MT  0.99990939   +0 29 53.6
 AH1456;SPC TX S     -17,003,527.07  1,340,585.81   sFT  0.99990939   +0 29 53.6
 AH1456;UTM  14      - 3,021,927.310   658,061.335   MT  0.99990841   +0 43 59.1
 AH1456
 AH1456                          SUPERSEDED SURVEY CONTROL
 AH1456
 AH1456  NAD 83(1986)-  27 18 40.72316(N)    097 24 09.27070(W) AD(       ) 4
 AH1456  NAD 27      -  27 18 39.56400(N)    097 24 08.31600(W) AD(       ) 3
 AH1456
 AH1456.Superseded values are not recommended for survey control.
 AH1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1456.See file dsdata.txt to determine how the superseded data were derived.
 AH1456
 AH1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5806121927(NAD 83)
 AH1456_MARKER: 14 = NAVIGATION LIGHT
 AH1456
 AH1456  HISTORY     - Date     Condition        Report By
 AH1456  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1456  HISTORY     - 1968     GOOD             CGS
 AH1456
 AH1456                          STATION DESCRIPTION
 AH1456
 AH1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1456'LOCATED NEAR JUNCTURE OF BAFFIN BAY WITH LAGUNA MADRE AND
 AH1456'IN LAGUNA MADRE, APPROXIMATELY 1.1 MILES SE OF POINT OF
 AH1456'ROCKS, 3.4 MILES NNE OF POINT PENASCAL, ON E SIDE OF THE
 AH1456'CHANNEL OF THE INTRACOASTAL WATERWAY, AND AT TURN IN THE
 AH1456'CHANNEL.  LIGHT IS ATOP BLACK BATTERY BOX ON A THREE-PILE
 AH1456'DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW
 AH1456'BORDER AND LIGHT NUMBER ARE ON NE AND S SIDES OF DOLPHIN.
 AH1456
 AH1456                          STATION RECOVERY (1968)
 AH1456
 AH1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1456'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  ITS POSITION
 AH1456'APPEARS TO BE UNCHANGED.
 AH1456'
 AH1456'THE LIGHT LIST REVEALS THE LIGHT WAS REBUILT IN 1966.  THE
 AH1456'STATION IS CONSIDERED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1459 ***********************************************************************
 AH1459  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 115
 AH1459  PID         -  AH1459
 AH1459  STATE/COUNTY-  TX/KLEBERG
 AH1459  USGS QUAD   -  POINT OF ROCKS (1975)
 AH1459
 AH1459                         *CURRENT SURVEY CONTROL
 AH1459  ___________________________________________________________________
 AH1459* NAD 83(1993)-  27 17 20.14151(N)    097 24 27.11499(W)     ADJUSTED  
 AH1459* NAVD 88     -                                                        
 AH1459  ___________________________________________________________________
 AH1459  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AH1459  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AH1459
 AH1459  HORZ ORDER  -  THIRD
 AH1459
 AH1459.The horizontal coordinates were established by classical geodetic methods
 AH1459.and adjusted by the National Geodetic Survey in February 1996..
 AH1459
 AH1459
 AH1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1459
 AH1459.The geoid height was determined by GEOID03.
 AH1459
 AH1459;                    North         East     Units Scale Factor Converg.
 AH1459;SPC TX S     - 5,180,201.681   408,142.926   MT  0.99990736   +0 29 45.6
 AH1459;SPC TX S     -16,995,378.35  1,339,048.92   sFT  0.99990736   +0 29 45.6
 AH1459;UTM  14      - 3,019,441.681   657,603.060   MT  0.99990662   +0 43 48.9
 AH1459
 AH1459                          SUPERSEDED SURVEY CONTROL
 AH1459
 AH1459  NAD 83(1986)-  27 17 20.15930(N)    097 24 27.09085(W) AD(       ) 4
 AH1459  NAD 27      -  27 17 19.00900(N)    097 24 26.13400(W) AD(       ) 3
 AH1459
 AH1459.Superseded values are not recommended for survey control.
 AH1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1459.See file dsdata.txt to determine how the superseded data were derived.
 AH1459
 AH1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5760319442(NAD 83)
 AH1459_MARKER: 14 = NAVIGATION LIGHT
 AH1459
 AH1459  HISTORY     - Date     Condition        Report By
 AH1459  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1459  HISTORY     - 1968     GOOD             CGS
 AH1459
 AH1459                          STATION DESCRIPTION
 AH1459
 AH1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1459'LOCATED NEAR JUNCTURE OF BAFFIN BAY WITH LAGUNA MADRE, IN
 AH1459'LAGUNA MADRE OPPOSITE CENTER OF BAFFIN BAY, APPROXIMATELY
 AH1459'2.3 MILES SSE OF POINT OF ROCKS, 1.9 MILES NNE OF POINT
 AH1459'PENASCAL, AND ON E SIDE OF CHANNEL OF LAGUNA MADRE.  LIGHT
 AH1459'IS ATOP BLACK BATTERY BOX ON THREE-PILE DOLPHIN 17 FEET
 AH1459'HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW BORDERS AND LIGHT
 AH1459'NUMBER ARE ON NNE AND SSW SIDES OF DOLPHIN.
 AH1459
 AH1459                          STATION RECOVERY (1968)
 AH1459
 AH1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1459'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE DESCRIPTION
 AH1459'IS ADEQUATE WITH THE FOLLOWING CORRECTION--STATION IS LOCATED
 AH1459'IN KLEBERG COUNTY, AND NOT IN KENEDY COUNTY.  ITS POSITION
 AH1459'APPEARS TO BE UNCHANGED.
 AH1459'
 AH1459'THE LIGHT LIST REVEALS THE LIGHT WAS REBUILT IN 1963.  THE
 AH1459'STATION IS CONSIDERED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1462 ***********************************************************************
 AH1462  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 127
 AH1462  PID         -  AH1462
 AH1462  STATE/COUNTY-  TX/KENEDY
 AH1462  USGS QUAD   -  POINT OF ROCKS (1975)
 AH1462
 AH1462                         *CURRENT SURVEY CONTROL
 AH1462  ___________________________________________________________________
 AH1462* NAD 83(1993)-  27 15 53.43754(N)    097 24 45.96699(W)     ADJUSTED  
 AH1462* NAVD 88     -                                                        
 AH1462  ___________________________________________________________________
 AH1462  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AH1462  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AH1462
 AH1462  HORZ ORDER  -  THIRD
 AH1462
 AH1462.The horizontal coordinates were established by classical geodetic methods
 AH1462.and adjusted by the National Geodetic Survey in February 1996..
 AH1462
 AH1462
 AH1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1462
 AH1462.The geoid height was determined by GEOID03.
 AH1462
 AH1462;                    North         East     Units Scale Factor Converg.
 AH1462;SPC TX S     - 5,177,528.807   407,647.552   MT  0.99990534   +0 29 37.0
 AH1462;SPC TX S     -16,986,609.09  1,337,423.68   sFT  0.99990534   +0 29 37.0
 AH1462;UTM  14      - 3,016,766.809   657,118.606   MT  0.99990474   +0 43 38.2
 AH1462
 AH1462                          SUPERSEDED SURVEY CONTROL
 AH1462
 AH1462  NAD 83(1986)-  27 15 53.45547(N)    097 24 45.94224(W) AD(       ) 4
 AH1462  NAD 27      -  27 15 52.29900(N)    097 24 44.99000(W) AD(       ) 3
 AH1462
 AH1462.Superseded values are not recommended for survey control.
 AH1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1462.See file dsdata.txt to determine how the superseded data were derived.
 AH1462
 AH1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5711916767(NAD 83)
 AH1462_MARKER: 14 = NAVIGATION LIGHT
 AH1462
 AH1462  HISTORY     - Date     Condition        Report By
 AH1462  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1462  HISTORY     - 1968     GOOD             CGS
 AH1462
 AH1462                          STATION DESCRIPTION
 AH1462
 AH1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1462'LOCATED IN LAGUNA MADRE, APPROXIMATELY 0.6 MILE E OF AND
 AH1462'ABREAST OF POINT PENASCAL, ON E SIDE OF THE CHANNEL OF THE
 AH1462'INTRACOASTAL WATERWAY.  LIGHT IS ATOP BLACK BATTERY BOX
 AH1462'ON THREE-PILE DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS
 AH1462'WITH YELLOW BORDERS AND LIGHT NUMBER ARE ON NNE AND SSW
 AH1462'SIDES OF DOLPHIN.
 AH1462
 AH1462                          STATION RECOVERY (1968)
 AH1462
 AH1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1462'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  ITS POSITION
 AH1462'APPEARS TO BE UNCHANGED.
 AH1462'
 AH1462'THE LIGHT LIST REVEALS THE LIGHT WAS REBUILT IN 1965.  THE
 AH1462'STATION IS CONSIDERED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1466 ***********************************************************************
 AH1466  DESIGNATION -  CORPUS CHRI PORT ISABEL LT 89
 AH1466  PID         -  AH1466
 AH1466  STATE/COUNTY-  TX/KLEBERG
 AH1466  USGS QUAD   -  POINT OF ROCKS (1975)
 AH1466
 AH1466                         *CURRENT SURVEY CONTROL
 AH1466  ___________________________________________________________________
 AH1466* NAD 83(1993)-  27 21 42.13072(N)    097 22 50.03976(W)     ADJUSTED  
 AH1466* NAVD 88     -                                                        
 AH1466  ___________________________________________________________________
 AH1466  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AH1466  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AH1466
 AH1466  HORZ ORDER  -  THIRD
 AH1466
 AH1466.The horizontal coordinates were established by classical geodetic methods
 AH1466.and adjusted by the National Geodetic Survey in February 1996..
 AH1466
 AH1466
 AH1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1466
 AH1466.The geoid height was determined by GEOID03.
 AH1466
 AH1466;                    North         East     Units Scale Factor Converg.
 AH1466;SPC TX S     - 5,188,288.112   410,740.620   MT  0.99991452   +0 30 29.6
 AH1466;SPC TX S     -17,021,908.58  1,347,571.52   sFT  0.99991452   +0 30 29.6
 AH1466;UTM  14      - 3,027,538.716   660,167.534   MT  0.99991668   +0 44 40.1
 AH1466
 AH1466                          SUPERSEDED SURVEY CONTROL
 AH1466
 AH1466  NAD 83(1986)-  27 21 42.14614(N)    097 22 50.01662(W) AD(       ) 4
 AH1466  NAD 27      -  27 21 40.99700(N)    097 22 49.05300(W) AD(       ) 3
 AH1466
 AH1466.Superseded values are not recommended for survey control.
 AH1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1466.See file dsdata.txt to determine how the superseded data were derived.
 AH1466
 AH1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6016827539(NAD 83)
 AH1466_MARKER: 14 = NAVIGATION LIGHT
 AH1466
 AH1466  HISTORY     - Date     Condition        Report By
 AH1466  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1466  HISTORY     - 1968     GOOD             CGS
 AH1466
 AH1466                          STATION DESCRIPTION
 AH1466
 AH1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1466'ABOUT 3-1/2 MILES NE OF POINT OF ROCKS ON THE N SIDE OF BAFFIN
 AH1466'BAY, IN LAGUNA MADRE, ON THE E SIDE OF THE CHANNEL OF THE
 AH1466'INTRACOASTAL WATERWAY.  LIGHT SURMOUNTS A BATTERY BOX ON TOP
 AH1466'OF A 3-PILE DOLPHIN 17 FEET HIGH.  OBSERVATIONS WERE MADE ON
 AH1466'CENTER OF BATTERY BOX BEFORE LIGHT WAS INSTALLED.
 AH1466
 AH1466                          STATION RECOVERY (1968)
 AH1466
 AH1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1466'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  ITS POSITION
 AH1466'APPEARS TO BE UNCHANGED.
 AH1466'
 AH1466'THE LIGHT LIST REVEALS THE LIGHT WAS REBUILT IN 1966.  THE
 AH1466'STATION IS CONSIDERED DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1312 ***********************************************************************
 AH1312  DESIGNATION -  CORPUS CHRI RAD STA KRIS TOWER
 AH1312  PID         -  AH1312
 AH1312  STATE/COUNTY-  TX/NUECES
 AH1312  USGS QUAD   -  OSO CREEK NW (1975)
 AH1312
 AH1312                         *CURRENT SURVEY CONTROL
 AH1312  ___________________________________________________________________
 AH1312* NAD 83(1993)-  27 43 39.93644(N)    097 22 44.77030(W)     ADJUSTED  
 AH1312* NAVD 88     -                                                        
 AH1312  ___________________________________________________________________
 AH1312  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AH1312  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AH1312
 AH1312  HORZ ORDER  -  THIRD
 AH1312
 AH1312.The horizontal coordinates were established by classical geodetic methods
 AH1312.and adjusted by the National Geodetic Survey in February 1996..
 AH1312
 AH1312
 AH1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1312
 AH1312.The geoid height was determined by GEOID03.
 AH1312
 AH1312;                    North         East     Units Scale Factor Converg.
 AH1312;SPC TX S     - 5,228,848.998   410,525.162   MT  0.99997497   +0 30 32.0
 AH1312;SPC TX S     -17,154,982.09  1,346,864.64   sFT  0.99997497   +0 30 32.0
 AH1312;UTM  14      - 3,068,097.306   659,781.601   MT  0.99991513   +0 45 15.5
 AH1312
 AH1312                          SUPERSEDED SURVEY CONTROL
 AH1312
 AH1312  NAD 83(1986)-  27 43 39.94654(N)    097 22 44.74948(W) AD(       ) 4
 AH1312  NAD 27      -  27 43 38.83900(N)    097 22 43.77800(W) AD(       ) 3
 AH1312
 AH1312.Superseded values are not recommended for survey control.
 AH1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1312.See file dsdata.txt to determine how the superseded data were derived.
 AH1312
 AH1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5978268097(NAD 83)
 AH1312_MARKER: 43 = RADIO/TV TOWER
 AH1312
 AH1312  HISTORY     - Date     Condition        Report By
 AH1312  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1312  HISTORY     - 1988     GOOD             USPSQD
 AH1312  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH1312  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1312
 AH1312                          STATION DESCRIPTION
 AH1312
 AH1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1312'THE STATION IS LOCATED SOUTH OF CORPUS CHRISTI, 3.4 MILES
 AH1312'SOUTHEAST OF SIX POINTS ON SOUTH STAPLES STREET.
 AH1312'
 AH1312'THE STATION IS THE TRANSMITTING TOWER OF RADIO STATION KRIS.
 AH1312'IT IS 258 FEET EAST OF SOUTH STAPLES STREET.  IT IS PAINTED IN
 AH1312'RED AND WHITE SECTIONS, MADE OF SKELETON STEEL, AND HAS A
 AH1312'FLASHING RED LIGHT ONTOP.  ITS HEIGHT IS 180 FEET.
 AH1312'
 AH1312'THIS TOWER WAS RECENTLY MOVED TO ITS PRESENT LOCATION FROM
 AH1312'OCEAN DRIVE.
 AH1312
 AH1312                          STATION RECOVERY (1988)
 AH1312
 AH1312'RECOVERY NOTE BY US POWER SQUADRON 1988 (JFS)
 AH1312'RECOVERED IN GOOD CONDITION.
 AH1312
 AH1312                          STATION RECOVERY (1997)
 AH1312
 AH1312'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1312'MARK NOT FOUND.
 AH1312
 AH1312                          STATION RECOVERY (2001)
 AH1312
 AH1312'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH1312'KRIS TOWER IS NO LONGER USEABLE. IT HAS BEEN REMOVED FROM THIS
 AH1312'LOCATION ON STAPLES STREET AND IS NOW LOCATED IN ROBSTOWN, TX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1365 ***********************************************************************
 AH1365  DESIGNATION -  CORPUS CHRI RAD STA KSIX TOWER
 AH1365  PID         -  AH1365
 AH1365  STATE/COUNTY-  TX/NUECES
 AH1365  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1365
 AH1365                         *CURRENT SURVEY CONTROL
 AH1365  ___________________________________________________________________
 AH1365* NAD 83(1993)-  27 48 10.06057(N)    097 27 14.85169(W)     ADJUSTED  
 AH1365* NAVD 88     -                                                        
 AH1365  ___________________________________________________________________
 AH1365  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AH1365  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH1365
 AH1365  HORZ ORDER  -  THIRD
 AH1365
 AH1365.The horizontal coordinates were established by classical geodetic methods
 AH1365.and adjusted by the National Geodetic Survey in February 1996..
 AH1365
 AH1365
 AH1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1365
 AH1365.The geoid height was determined by GEOID03.
 AH1365
 AH1365;                    North         East     Units Scale Factor Converg.
 AH1365;SPC TX S     - 5,237,100.067   403,058.886   MT  0.99999241   +0 28 29.4
 AH1365;SPC TX S     -17,182,052.47  1,322,369.03   sFT  0.99999241   +0 28 29.4
 AH1365;UTM  14      - 3,076,315.574   652,280.605   MT  0.99988623   +0 43 16.3
 AH1365
 AH1365                          SUPERSEDED SURVEY CONTROL
 AH1365
 AH1365  NAD 83(1986)-  27 48 10.07041(N)    097 27 14.83259(W) AD(       ) 4
 AH1365  NAD 27      -  27 48 08.97700(N)    097 27 13.85800(W) AD(       ) 3
 AH1365
 AH1365.Superseded values are not recommended for survey control.
 AH1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1365.See file dsdata.txt to determine how the superseded data were derived.
 AH1365
 AH1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5228176316(NAD 83)
 AH1365_MARKER: 43 = RADIO/TV TOWER
 AH1365
 AH1365  HISTORY     - Date     Condition        Report By
 AH1365  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1365  HISTORY     - 1964     GOOD             CGS
 AH1365  HISTORY     - 1988     GOOD             USPSQD
 AH1365
 AH1365                          STATION DESCRIPTION
 AH1365
 AH1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1365'THE STATION IS LOCATED ON WHELAN DRIVE IN THE NORTHWESTERN
 AH1365'PART OF CORPUS CHRISTI, ABOUT 4.5 MILES NORTHWEST OF THE PLAZA
 AH1365'HOTEL AND 0.5 MILE SOUTHWEST OF THE COUNTRY CLUB GOLF COURSE.
 AH1365'
 AH1365'THE STATION IS THE TRANSMITTING TOWER OF RADIO STATION KSIX.
 AH1365'
 AH1365'THE TOWER IS 300 FEET WEST OF WHELAN DRIVE AND 200 FEET
 AH1365'SOUTHWEST OF THE TRANSMITTER HOUSE.  IT IS SKELETON STEEL,
 AH1365'PAINTED RED AND WHITE AND 180 FEET HIGH.
 AH1365
 AH1365                          STATION RECOVERY (1964)
 AH1365
 AH1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1365'THE STATION WAS RECOVERED.  THE DESCRIPTION WRITTEN IN 1949
 AH1365'IS ADEQUATE WITH THE SUBSTITUTION OF INTERSECTION OF LEOPARD
 AH1365'AND UPPER BROADWAY FOR PLAZA HOTEL.  THE HOTEL HAS BEEN TORN
 AH1365'DOWN.
 AH1365
 AH1365                          STATION RECOVERY (1988)
 AH1365
 AH1365'RECOVERY NOTE BY US POWER SQUADRON 1988 (WWM)
 AH1365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1368 ***********************************************************************
 AH1368  DESIGNATION -  CORPUS CHRI RAD STA KEYS TOWER
 AH1368  PID         -  AH1368
 AH1368  STATE/COUNTY-  TX/NUECES
 AH1368  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1368
 AH1368                         *CURRENT SURVEY CONTROL
 AH1368  ___________________________________________________________________
 AH1368* NAD 83(1993)-  27 48 44.10584(N)    097 27 30.63144(W)     ADJUSTED  
 AH1368* NAVD 88     -                                                        
 AH1368  ___________________________________________________________________
 AH1368  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AH1368  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH1368
 AH1368  HORZ ORDER  -  THIRD
 AH1368
 AH1368.The horizontal coordinates were established by classical geodetic methods
 AH1368.and adjusted by the National Geodetic Survey in February 1996..
 AH1368
 AH1368
 AH1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1368
 AH1368.The geoid height was determined by GEOID03.
 AH1368
 AH1368;                    North         East     Units Scale Factor Converg.
 AH1368;SPC TX S     - 5,238,144.445   402,618.327   MT  0.99999473   +0 28 22.2
 AH1368;SPC TX S     -17,185,478.90  1,320,923.63   sFT  0.99999473   +0 28 22.2
 AH1368;UTM  14      - 3,077,357.935   651,835.606   MT  0.99988456   +0 43 09.7
 AH1368
 AH1368                          SUPERSEDED SURVEY CONTROL
 AH1368
 AH1368  NAD 83(1986)-  27 48 44.11535(N)    097 27 30.61213(W) AD(       ) 4
 AH1368  NAD 27      -  27 48 43.02100(N)    097 27 29.63500(W) AD(       ) 3
 AH1368
 AH1368.Superseded values are not recommended for survey control.
 AH1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1368.See file dsdata.txt to determine how the superseded data were derived.
 AH1368
 AH1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5183677358(NAD 83)
 AH1368_MARKER: 43 = RADIO/TV TOWER
 AH1368
 AH1368  HISTORY     - Date     Condition        Report By
 AH1368  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1368  HISTORY     - 1963     GOOD             CGS
 AH1368  HISTORY     - 1964     GOOD             CGS
 AH1368  HISTORY     - 1968     GOOD             CGS
 AH1368
 AH1368                          STATION DESCRIPTION
 AH1368
 AH1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1368'THE STATION IS LOCATED IN THE NORTHWESTERN PART OF CORPUS
 AH1368'CHRISTI, ON THE SOUTH SIDE OF NUECES BAY, ABOUT 5.5 MILES
 AH1368'NORTHWEST OF THE PLAZA HOTEL, AND 0.8 MILE WEST ALONG SHELL ROAD
 AH1368'FROM THE COUNTRY CLUB GOLF COURSE.
 AH1368'
 AH1368'THE STATION IS THE MAIN TRANSMITTING TOWER OF STATION KEYS.
 AH1368'
 AH1368'THE TOWER IS THE HIGHEST AND MOST WESTERLY OF THREE AND IS 150
 AH1368'FEET NORTHWEST OF THE TRANSMITTING BUILDING.  THE TOWER IS
 AH1368'SKELETON STEEL, PAINTED RED AND WHITE AND IS 300 FEET HIGH.
 AH1368
 AH1368                          STATION RECOVERY (1963)
 AH1368
 AH1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AH1368'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 AH1368'IS ADEQUATE EXCEPT THAT SHELL RD. IS NOW UPRIVER RD.
 AH1368
 AH1368                          STATION RECOVERY (1964)
 AH1368
 AH1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1368'THE STATION WAS RECOVERED IN GOOD CONDITION.  CHANGES IN THE
 AH1368'SHORELINE OF NUECES BAY PLACE THE STATION ON THE SOUTH SIDE
 AH1368'OF TULE LAKE CHANNEL, NORTH OF UPRIVER ROAD, AND EAST OF MC BRIDE
 AH1368'ROAD.  THE TOWER IS THE TALLEST AND MOST WESTERLY OF THREE
 AH1368'AT THE TRANSMITTER SITE.  IT IS 150 FEET NORTHWEST OF THE
 AH1368'TRANSMITTER BUILDING, IS PAINTED RED AND WHITE AND IS
 AH1368'300 FEET TALL.
 AH1368
 AH1368                          STATION RECOVERY (1968)
 AH1368
 AH1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DLW)
 AH1368'THE STATION IS LOCATED IN THE NORTHWESTERN PART OF CORPUS
 AH1368'CHRISTI, ON THE SOUTH SIDE OF NUECES BAY, ABOUT 5.5 MILES
 AH1368'NORTHWEST OF THE PLAZA HOTEL, AND 0.8 MILES WEST ALONG SHELL
 AH1368'ROAD FROM THE COUNTRY CLUB GOLF COURSE.
 AH1368'
 AH1368'THE STATION IS THE MAIN TRANSMITTING TOWER OF STATION KEYS.
 AH1368'
 AH1368'THE TOWER IS THE HIGHEST AND MOST WESTERLY OF THREE AND IS 150
 AH1368'FEET NORTHWEST OF THE TRANSMITTING BUILDING.  THE TOWER IS
 AH1368'SKELETON STEEL, PAINTED RED AND WHITE AND IS 300 FEET HIGH.
 AH1368'
 AH1368'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NW
 AH1368'OF CORPUS CHRISTI POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1314 ***********************************************************************
 AH1314  DESIGNATION -  CORPUS CHRI RODD FLD CONT TWR
 AH1314  PID         -  AH1314
 AH1314  STATE/COUNTY-  TX/NUECES
 AH1314  USGS QUAD   -  OSO CREEK NW (1975)
 AH1314
 AH1314                         *CURRENT SURVEY CONTROL
 AH1314  ___________________________________________________________________
 AH1314* NAD 83(1993)-  27 38 51.09886(N)    097 22 37.77907(W)     ADJUSTED  
 AH1314* NAVD 88     -                                                        
 AH1314  ___________________________________________________________________
 AH1314  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AH1314  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AH1314
 AH1314  HORZ ORDER  -  THIRD
 AH1314
 AH1314.The horizontal coordinates were established by classical geodetic methods
 AH1314.and adjusted by the National Geodetic Survey in February 1996..
 AH1314
 AH1314
 AH1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1314
 AH1314.The geoid height was determined by GEOID03.
 AH1314
 AH1314;                    North         East     Units Scale Factor Converg.
 AH1314;SPC TX S     - 5,219,960.414   410,795.749   MT  0.99995823   +0 30 35.2
 AH1314;SPC TX S     -17,125,820.12  1,347,752.39   sFT  0.99995823   +0 30 35.2
 AH1314;UTM  14      - 3,059,210.408   660,090.089   MT  0.99991635   +0 45 11.5
 AH1314
 AH1314                          SUPERSEDED SURVEY CONTROL
 AH1314
 AH1314  NAD 83(1986)-  27 38 51.10830(N)    097 22 37.75813(W) AD(       ) 4
 AH1314  NAD 27      -  27 38 49.97800(N)    097 22 36.79000(W) AD(       ) 3
 AH1314
 AH1314.Superseded values are not recommended for survey control.
 AH1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1314.See file dsdata.txt to determine how the superseded data were derived.
 AH1314
 AH1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6009059210(NAD 83)
 AH1314_MARKER: 58 = CONTROL TOWER
 AH1314
 AH1314  HISTORY     - Date     Condition        Report By
 AH1314  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1314  HISTORY     - 1988     POOR             USPSQD
 AH1314  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH1314  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1314
 AH1314                          STATION DESCRIPTION
 AH1314
 AH1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1314'THE STATION IS LOCATED SOUTHWEST OF THE SOUTH GATE OF THE
 AH1314'NAVAL AIR STATION, 0.6 MILE ALONG HIGHWAY 358, THENCE 3.5
 AH1314'MILES ALONG A BLACKTOP ROAD TO WALDRON FIELD, THENCE 4.1
 AH1314'MILES ALONG A BLACKTOP ROAD TO RODD FIELD.
 AH1314'
 AH1314'THE STATION IS THE BEACON ATOP THE CONTROL TOWER AT THE FIELD.
 AH1314'
 AH1314'THE CONTROL TOWER IS AT THE SOUTHEAST CORNER OF THE VISITING
 AH1314'AIRCRAFT HANGAR AND IS MADE OF GALVANIZED TIN.
 AH1314'
 AH1314'THE BEACON IS ABOUT 60 FEET ABOVE THE GROUND.
 AH1314
 AH1314                          STATION RECOVERY (1988)
 AH1314
 AH1314'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLS)
 AH1314'MARK RECOVERED IN POOR CONDITION.
 AH1314
 AH1314                          STATION RECOVERY (1997)
 AH1314
 AH1314'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1314'MARK NOT FOUND.
 AH1314
 AH1314                          STATION RECOVERY (2001)
 AH1314
 AH1314'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH1314'CONTROL TOWER IS NO LONGER STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1351 ***********************************************************************
 AH1351  DESIGNATION -  CORPUS CHRI SACRED HDT CATH CH
 AH1351  PID         -  AH1351
 AH1351  STATE/COUNTY-  TX/NUECES
 AH1351  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1351
 AH1351                         *CURRENT SURVEY CONTROL
 AH1351  ___________________________________________________________________
 AH1351* NAD 83(1993)-  27 47 36.36729(N)    097 24 15.72335(W)     ADJUSTED  
 AH1351* NAVD 88     -                                                        
 AH1351  ___________________________________________________________________
 AH1351  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1351  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH1351
 AH1351  HORZ ORDER  -  THIRD
 AH1351
 AH1351.The horizontal coordinates were established by classical geodetic methods
 AH1351.and adjusted by the National Geodetic Survey in February 1996..
 AH1351
 AH1351
 AH1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1351
 AH1351.The geoid height was determined by GEOID03.
 AH1351
 AH1351;                    North         East     Units Scale Factor Converg.
 AH1351;SPC TX S     - 5,236,104.560   407,970.834   MT  0.99999014   +0 29 50.7
 AH1351;SPC TX S     -17,178,786.38  1,338,484.31   sFT  0.99999014   +0 29 50.7
 AH1351;UTM  14      - 3,075,341.306   657,196.321   MT  0.99990501   +0 44 39.0
 AH1351
 AH1351                          SUPERSEDED SURVEY CONTROL
 AH1351
 AH1351  NAD 83(1986)-  27 47 36.37549(N)    097 24 15.70274(W) AD(       ) 4
 AH1351  NAD 27      -  27 47 35.28000(N)    097 24 14.72100(W) AD(       ) 3
 AH1351
 AH1351.Superseded values are not recommended for survey control.
 AH1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1351.See file dsdata.txt to determine how the superseded data were derived.
 AH1351
 AH1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5719675341(NAD 83)
 AH1351_MARKER: 91 = CHURCH CROSS
 AH1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1351+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AH1351
 AH1351  HISTORY     - Date     Condition        Report By
 AH1351  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1351  HISTORY     - 1964     GOOD             CGS
 AH1351  HISTORY     - 1985     GOOD             NGS
 AH1351  HISTORY     - 1989     GOOD             USPSQD
 AH1351  HISTORY     - 1991     GOOD             USPSQD
 AH1351  HISTORY     - 20040312 GOOD             USPSQD
 AH1351
 AH1351                          STATION DESCRIPTION
 AH1351
 AH1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1351'THE STATION IS LOCATED IN CORPUS CHRISTI, IN THE NORTHWEST
 AH1351'CORNER OF THE INTERSECTION OF ALAMEDA AND COMMANCHE STREETS.
 AH1351'
 AH1351'THE STATION IS THE CROSS ATOP THE SPIRE AT THE SOUTHEAST
 AH1351'CORNER OF THE CHURCH.
 AH1351
 AH1351                          STATION RECOVERY (1964)
 AH1351
 AH1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1351'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AH1351'BY R.L.E. IN 1949.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 AH1351
 AH1351                          STATION RECOVERY (1985)
 AH1351
 AH1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1351'THE STATION WAS RECOVERED AT THIS DATE.
 AH1351'THE CORPUS CHRISTI CATHEDRAL DOME CROSS HIGHER OF TWO WAS RECOVERED
 AH1351'IN GOOD CONDITION AS DESCRIBED IN 1949 AND 1964. THE CROSS
 AH1351'INTERSECTED IS ON A CUPOLA. THE ADJACENT STRUCTURE HAS A CROSS ON A
 AH1351'DOME. THE STATION IS THE SOUTH ONE OF TWO CROSSES.
 AH1351'
 AH1351'DESCRIBED BY G.R. HEID.
 AH1351
 AH1351                          STATION RECOVERY (1989)
 AH1351
 AH1351'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AH1351'RECOVERED IN GOOD CONDITION.
 AH1351
 AH1351                          STATION RECOVERY (1991)
 AH1351
 AH1351'RECOVERY NOTE BY US POWER SQUADRON 1991 (GG)
 AH1351'RECOVERED IN GOOD CONDITION.
 AH1351
 AH1351                          STATION RECOVERY (2004)
 AH1351
 AH1351'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1316 ***********************************************************************
 AH1316  DESIGNATION -  CORPUS CHRI ST CYRIL CATH CH
 AH1316  PID         -  AH1316
 AH1316  STATE/COUNTY-  TX/NUECES
 AH1316  USGS QUAD   -  OSO CREEK NW (1975)
 AH1316
 AH1316                         *CURRENT SURVEY CONTROL
 AH1316  ___________________________________________________________________
 AH1316* NAD 83(1993)-  27 43 44.30396(N)    097 24 44.06518(W)     ADJUSTED  
 AH1316* NAVD 88     -                                                        
 AH1316  ___________________________________________________________________
 AH1316  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1316  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH1316
 AH1316  HORZ ORDER  -  THIRD
 AH1316
 AH1316.The horizontal coordinates were established by classical geodetic methods
 AH1316.and adjusted by the National Geodetic Survey in February 1996..
 AH1316
 AH1316
 AH1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1316
 AH1316.The geoid height was determined by GEOID03.
 AH1316
 AH1316;                    North         East     Units Scale Factor Converg.
 AH1316;SPC TX S     - 5,228,954.838   407,256.592   MT  0.99997524   +0 29 37.9
 AH1316;SPC TX S     -17,155,329.33  1,336,141.00   sFT  0.99997524   +0 29 37.9
 AH1316;UTM  14      - 3,068,189.149   656,512.825   MT  0.99990237   +0 44 20.1
 AH1316
 AH1316                          SUPERSEDED SURVEY CONTROL
 AH1316
 AH1316  NAD 83(1986)-  27 43 44.31299(N)    097 24 44.04495(W) AD(       ) 4
 AH1316  NAD 27      -  27 43 43.19800(N)    097 24 43.06600(W) AD(       ) 3
 AH1316
 AH1316.Superseded values are not recommended for survey control.
 AH1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1316.See file dsdata.txt to determine how the superseded data were derived.
 AH1316
 AH1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5651368189(NAD 83)
 AH1316_MARKER: 91 = CHURCH CROSS
 AH1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1316+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 AH1316
 AH1316  HISTORY     - Date     Condition        Report By
 AH1316  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1316  HISTORY     - 1973     GOOD             NGS
 AH1316  HISTORY     - 1988     GOOD             USPSQD
 AH1316  HISTORY     - 1989     GOOD             USPSQD
 AH1316  HISTORY     - 19970726 GOOD             USPSQD
 AH1316  HISTORY     - 20010728 GOOD             USPSQD
 AH1316  HISTORY     - 20050611 GOOD             USPSQD
 AH1316
 AH1316                          STATION DESCRIPTION
 AH1316
 AH1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1316'THE STATION IS LOCATED ABOUT 3.7 MILES SOUTH OF CORPUS CHRISTI,
 AH1316'IN THE NORTHEAST CORNER OF THE INTERSECTION OF LEXINGTON
 AH1316'BOULEVARD AND KASTORYZ ROAD.
 AH1316'
 AH1316'IT IS A CROSS ATOP A BELL TOWER ON THE SOUTHWEST CORNER OF
 AH1316'THE CHURCH.
 AH1316'
 AH1316'TO REACH THE STATION FROM THE TEXAS MEXICAN RAILROAD CROSSING
 AH1316'IN CORPUS CHRISTI, GO SOUTH ON PORT AVENUE (STATE HIGHWAY 286)
 AH1316'FOR 3.7 MILES, TURN LEFT ON LEXINGTON BOULEVARD (STATE HIGHWAY
 AH1316'358) FOR 1.0 MILES TO THE STATION ON THE LEFT.
 AH1316'
 AH1316'THE POINT OBSERVED UPON WAS THE CENTER OF THE CROSS.
 AH1316
 AH1316                          STATION RECOVERY (1973)
 AH1316
 AH1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 AH1316'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 AH1316
 AH1316                          STATION RECOVERY (1988)
 AH1316
 AH1316'RECOVERY NOTE BY US POWER SQUADRON 1988 (WWM)
 AH1316'RECOVERED IN GOOD CONDITION.
 AH1316
 AH1316                          STATION RECOVERY (1989)
 AH1316
 AH1316'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AH1316'RECOVERED IN GOOD CONDITION.
 AH1316
 AH1316                          STATION RECOVERY (1997)
 AH1316
 AH1316'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1316'RECOVERED IN GOOD CONDITION.
 AH1316
 AH1316                          STATION RECOVERY (2001)
 AH1316
 AH1316'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH1316'RECOVERED IN GOOD CONDITION.
 AH1316
 AH1316                          STATION RECOVERY (2005)
 AH1316
 AH1316'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AH1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1256 ***********************************************************************
 AH1256  DESIGNATION -  CORPUS CHRI WALDRON FLD TWR
 AH1256  PID         -  AH1256
 AH1256  STATE/COUNTY-  TX/NUECES
 AH1256  USGS QUAD   -  OSO CREEK NE (1975)
 AH1256
 AH1256                         *CURRENT SURVEY CONTROL
 AH1256  ___________________________________________________________________
 AH1256* NAD 83(1993)-  27 37 53.04908(N)    097 18 45.32312(W)     ADJUSTED  
 AH1256* NAVD 88     -                                                        
 AH1256  ___________________________________________________________________
 AH1256  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AH1256  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AH1256
 AH1256  HORZ ORDER  -  THIRD
 AH1256
 AH1256.The horizontal coordinates were established by classical geodetic methods
 AH1256.and adjusted by the National Geodetic Survey in February 1996..
 AH1256
 AH1256
 AH1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1256
 AH1256.The geoid height was determined by GEOID03.
 AH1256
 AH1256;                    North         East     Units Scale Factor Converg.
 AH1256;SPC TX S     - 5,218,232.026   417,183.907   MT  0.99995510   +0 32 20.7
 AH1256;SPC TX S     -17,120,149.57  1,368,710.87   sFT  0.99995510   +0 32 20.7
 AH1256;UTM  14      - 3,057,509.238   666,485.361   MT  0.99994214   +0 46 58.0
 AH1256
 AH1256                          SUPERSEDED SURVEY CONTROL
 AH1256
 AH1256  NAD 83(1986)-  27 37 53.05793(N)    097 18 45.29829(W) AD(       ) 4
 AH1256  NAD 27      -  27 37 51.92200(N)    097 18 44.33500(W) AD(       ) 3
 AH1256
 AH1256.Superseded values are not recommended for survey control.
 AH1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1256.See file dsdata.txt to determine how the superseded data were derived.
 AH1256
 AH1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6648557509(NAD 83)
 AH1256_MARKER: 58 = CONTROL TOWER
 AH1256
 AH1256  HISTORY     - Date     Condition        Report By
 AH1256  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1256  HISTORY     - 1988     POOR             USPSQD
 AH1256  HISTORY     - 19970726 GOOD             USPSQD
 AH1256  HISTORY     - 20010728 POOR             USPSQD
 AH1256
 AH1256                          STATION DESCRIPTION
 AH1256
 AH1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1256'THE STATION IS LOCATED 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY
 AH1256'358 FROM THE SOUTH GATE OF THE U.S. NAVAL AIR STATION THENCE
 AH1256'3.5 MILES ALONG A BLACKTOP ROAD TO WALDRON FIELD.  THE STATION
 AH1256'IS THE CENTER OF THE CONTROL TOWER AT THE FIELD.  IT IS OUT
 AH1256'ON A CONCRETE APRON 300 FEET NORTHWEST OF THE MOST EASTERLY
 AH1256'HANGER.  IT IS PAINTED IN RED AND BLACK BANDS AND HAS A BLUE
 AH1256'STAINED GLASS AROUND THE CONTROL ROOM, AND IS 65 FEET HIGH.
 AH1256'
 AH1256'ANOTHER CONTROL TOWER IS LOCATED ON THE NORTHEAST CORNER OF
 AH1256'THE MOST EASTERLY HANGER BUT WAS NOT LOCATED.
 AH1256
 AH1256                          STATION RECOVERY (1988)
 AH1256
 AH1256'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLS)
 AH1256'MARK RECOVERED IN POOR CONDITION.
 AH1256
 AH1256                          STATION RECOVERY (1997)
 AH1256
 AH1256'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1256'RECOVERED IN GOOD CONDITION.
 AH1256
 AH1256                          STATION RECOVERY (2001)
 AH1256
 AH1256'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1256'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1363 ***********************************************************************
 AH1363  DESIGNATION -  CORPUS CHRISTI 12TH ST MUN TK
 AH1363  PID         -  AH1363
 AH1363  STATE/COUNTY-  TX/NUECES
 AH1363  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1363
 AH1363                         *CURRENT SURVEY CONTROL
 AH1363  ___________________________________________________________________
 AH1363* NAD 83(1993)-  27 46 40.05114(N)    097 24 18.19817(W)     ADJUSTED  
 AH1363* NAVD 88     -                                                        
 AH1363  ___________________________________________________________________
 AH1363  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AH1363  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH1363
 AH1363  HORZ ORDER  -  THIRD
 AH1363
 AH1363.The horizontal coordinates were established by classical geodetic methods
 AH1363.and adjusted by the National Geodetic Survey in February 1996..
 AH1363
 AH1363
 AH1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1363
 AH1363.The geoid height was determined by GEOID03.
 AH1363
 AH1363;                    North         East     Units Scale Factor Converg.
 AH1363;SPC TX S     - 5,234,370.521   407,918.130   MT  0.99998641   +0 29 49.6
 AH1363;SPC TX S     -17,173,097.28  1,338,311.40   sFT  0.99998641   +0 29 49.6
 AH1363;UTM  14      - 3,073,607.201   657,151.083   MT  0.99990484   +0 44 36.5
 AH1363
 AH1363                          SUPERSEDED SURVEY CONTROL
 AH1363
 AH1363  NAD 83(1986)-  27 46 40.06022(N)    097 24 18.17668(W) AD(       ) 4
 AH1363  NAD 27      -  27 46 38.94900(N)    097 24 17.20300(W) AD(       ) 3
 AH1363
 AH1363.Superseded values are not recommended for survey control.
 AH1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1363.See file dsdata.txt to determine how the superseded data were derived.
 AH1363
 AH1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5715173607(NAD 83)
 AH1363_MARKER: 53 = ELEVATED TANK
 AH1363
 AH1363  HISTORY     - Date     Condition        Report By
 AH1363  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1363  HISTORY     - 1949     GOOD             CGS
 AH1363  HISTORY     - 1964     GOOD             CGS
 AH1363  HISTORY     - 1965     GOOD             CGS
 AH1363  HISTORY     - 1973     GOOD             NGS
 AH1363  HISTORY     - 1985     GOOD             NGS
 AH1363  HISTORY     - 19890120 GOOD             USPSQD
 AH1363  HISTORY     - 20010331 GOOD             NGS
 AH1363
 AH1363                          STATION DESCRIPTION
 AH1363
 AH1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1363'STATION IS ONE OF THE MUNICIPAL WATER TANKS LOCATED IN THE
 AH1363'CITY OF CORPUS CHRISTI.  STATION IS 284 FEET S OF THE CENTER
 AH1363'LINE OF MORGAN STREET AND 71.5 FEET E OF THE CENTER LINE OF
 AH1363'TWELFTH STREET.  THE COMBINED HEIGHT OF THE SUPPORTING TOWER
 AH1363'AND THE TANK IS ABOUT 130 FEET.  THE TANK IS ALUMINUM-COLORED.
 AH1363'
 AH1363'THE POINT OBSERVED WAS THE FINIAL OF THE TANK.
 AH1363
 AH1363                          STATION RECOVERY (1949)
 AH1363
 AH1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1363'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 AH1363'IS ADEQUATE WITH THE FOLLOWING ADDITION--
 AH1363'
 AH1363'THE STATION IS THE SOUTHERLY OF TWO SIMILAR MUNICIPAL TANKS
 AH1363'AT CORPUS CHRISTI.
 AH1363'
 AH1363'THIS TANK IS ABOUT 1-1/2 MILES SOUTH OF THE MUNICIPAL TANK
 AH1363'(ON LEOPARD STREET).
 AH1363
 AH1363                          STATION RECOVERY (1964)
 AH1363
 AH1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1363'THE STATION WAS RECOVERED AS DESCRIBED BY C.W.C. IN 1949.  THE
 AH1363'DESCRIPTION IS ADEQUATE FOR FUTURE RECOVERY.
 AH1363
 AH1363                          STATION RECOVERY (1965)
 AH1363
 AH1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 AH1363'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 AH1363'E.O.H., PLUS THE 1949 RECOVERY NOTE BY C.W.C. IS ADEQUATE.
 AH1363
 AH1363                          STATION RECOVERY (1973)
 AH1363
 AH1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 AH1363'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 AH1363
 AH1363                          STATION RECOVERY (1985)
 AH1363
 AH1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1363'THE STATION WAS RECOVERED AT THIS DATE.
 AH1363'THE CORPUS CHRISTI MUNICIPAL WATER TANK (12TH AND MORGAN STREETS)
 AH1363'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1934. TANK IS PALE
 AH1363'GREEN WITH A CONICAL ROOF AND 12 CHANNEL-LACED LEGS. IT IS LOCATED
 AH1363'BEHIND A CITY FIRE STATION. THE POINT INTERSECTED WAS THE VENT AT
 AH1363'THE TOP AND CENTER.
 AH1363'
 AH1363'DESCRIBED BY G.R. HEID.
 AH1363
 AH1363                          STATION RECOVERY (1989)
 AH1363
 AH1363'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AH1363'RECOVERED IN GOOD CONDITION.
 AH1363
 AH1363                          STATION RECOVERY (2001)
 AH1363
 AH1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1363'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1366 ***********************************************************************
 AH1366  DESIGNATION -  CORPUS CHRISTI AMER SMELT TK
 AH1366  PID         -  AH1366
 AH1366  STATE/COUNTY-  TX/NUECES
 AH1366  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1366
 AH1366                         *CURRENT SURVEY CONTROL
 AH1366  ___________________________________________________________________
 AH1366* NAD 83(1993)-  27 48 43.09759(N)    097 27 46.56129(W)     ADJUSTED  
 AH1366* NAVD 88     -                                                        
 AH1366  ___________________________________________________________________
 AH1366  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AH1366  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH1366
 AH1366  HORZ ORDER  -  THIRD
 AH1366
 AH1366.The horizontal coordinates were established by classical geodetic methods
 AH1366.and adjusted by the National Geodetic Survey in February 1996..
 AH1366
 AH1366
 AH1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1366
 AH1366.The geoid height was determined by GEOID03.
 AH1366
 AH1366;                    North         East     Units Scale Factor Converg.
 AH1366;SPC TX S     - 5,238,109.820   402,182.600   MT  0.99999466   +0 28 15.0
 AH1366;SPC TX S     -17,185,365.30  1,319,494.08   sFT  0.99999466   +0 28 15.0
 AH1366;UTM  14      - 3,077,321.439   651,400.080   MT  0.99988293   +0 43 02.2
 AH1366
 AH1366                          SUPERSEDED SURVEY CONTROL
 AH1366
 AH1366  NAD 83(1986)-  27 48 43.10575(N)    097 27 46.53981(W) AD(       ) 4
 AH1366  NAD 27      -  27 48 42.01300(N)    097 27 45.56400(W) AD(       ) 3
 AH1366
 AH1366.Superseded values are not recommended for survey control.
 AH1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1366.See file dsdata.txt to determine how the superseded data were derived.
 AH1366
 AH1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5140077321(NAD 83)
 AH1366_MARKER: 53 = ELEVATED TANK
 AH1366
 AH1366  HISTORY     - Date     Condition        Report By
 AH1366  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1366  HISTORY     - 1963     GOOD             CGS
 AH1366  HISTORY     - 1964     GOOD             CGS
 AH1366  HISTORY     - 1968     GOOD             CGS
 AH1366  HISTORY     - 1985     GOOD             NGS
 AH1366  HISTORY     - 1989     GOOD             USPSQD
 AH1366
 AH1366                          STATION DESCRIPTION
 AH1366
 AH1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1366'THE STATION IS LOCATED IN THE NORTHWESTERN PART OF CORPUS
 AH1366'CHRISTI, ON THE SOUTH SIDE OF NUECES BAY, ABOUT 6 MILES
 AH1366'NORTHWEST OF THE PLAZA HOTEL, AND 1.2 MILES WEST ALONG SHELL
 AH1366'ROAD FROM THE COUNTRY CLUB GOLF COURSE.
 AH1366'
 AH1366'THE TANK IS LOCATED ON THE EASTERN PART OF THE GROUNDS,
 AH1366'185 FEET NORTHEAST OF SHELL ROAD AND 100 FEET EAST OF THE
 AH1366'OFFICE BUILDING OF THE AMERICAN SMELTING AND REFINING CO.
 AH1366'
 AH1366'THE TANK IS ON A SKELTON STEEL TOWER PAINTED RED AND WHITE
 AH1366'CHECKED AND IS 122 FEET HIGH.
 AH1366
 AH1366                          STATION RECOVERY (1963)
 AH1366
 AH1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AH1366'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 AH1366'IS ADEQUATE EXCEPT THAT SHELL RD. IS NOW CALLED UPRIVER
 AH1366'RD.
 AH1366
 AH1366                          STATION RECOVERY (1964)
 AH1366
 AH1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1366'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH1366'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 AH1366
 AH1366                          STATION RECOVERY (1968)
 AH1366
 AH1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DLW)
 AH1366'THE STATION IS LOCATED IN THE NORTHWESTERN PART OF CORPUS
 AH1366'CHRISTI, ON THE SOUTH SIDE OF NUECES BAY, ABOUT 4.2 MILES
 AH1366'FROM THE CORPUS CHRISTI POST OFFICE AND 1.2 MILES WEST ALONG
 AH1366'SHELL ROAD FROM THE COUNTRY CLUB GOLF COURSE.
 AH1366'
 AH1366'THE TANK IS LOCATED ON THE EASTERN PART OF THE GROUNDS,
 AH1366'185 FEET NE OF SHELL ROAD AND 100 FEET EAST OF THE OFFICE
 AH1366'BUILDING OF THE AMERICAN SMELTING AND REFINING CO.
 AH1366'
 AH1366'THE TANK IS ON A SKELETON STEEL TOWER PAINTED RED AND WHITE
 AH1366'CHECKED AND IS 122 FEET HIGH.
 AH1366'
 AH1366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.2 MILES
 AH1366'FROM CORPUS CHRISTI POST OFFICE
 AH1366
 AH1366                          STATION RECOVERY (1985)
 AH1366
 AH1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1366'THE STATION WAS RECOVERED AT THIS DATE.
 AH1366'THE CORPUS CHRISTI AMERICAN SMELTING AND REFINING COMPANY TANK WAS
 AH1366'RECOVERED AS DESCRIBED IN 1968.
 AH1366'
 AH1366'DESCRIBED BY G.R. HEID.
 AH1366
 AH1366                          STATION RECOVERY (1989)
 AH1366
 AH1366'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AH1366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1369 ***********************************************************************
 AH1369  DESIGNATION -  CORPUS CHRISTI AMER SMELT STK
 AH1369  PID         -  AH1369
 AH1369  STATE/COUNTY-  TX/NUECES
 AH1369  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1369
 AH1369                         *CURRENT SURVEY CONTROL
 AH1369  ___________________________________________________________________
 AH1369* NAD 83(1993)-  27 48 50.03828(N)    097 27 58.12400(W)     ADJUSTED  
 AH1369* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 AH1369  ___________________________________________________________________
 AH1369  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AH1369  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH1369
 AH1369  HORZ ORDER  -  THIRD
 AH1369
 AH1369.The horizontal coordinates were established by classical geodetic methods
 AH1369.and adjusted by the National Geodetic Survey in February 1996..
 AH1369
 AH1369.The orthometric height was scaled from a topographic map.
 AH1369
 AH1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1369
 AH1369.The geoid height was determined by GEOID03.
 AH1369
 AH1369;                    North         East     Units Scale Factor Converg.
 AH1369;SPC TX S     - 5,238,320.865   401,864.390   MT  0.99999514   +0 28 09.8
 AH1369;SPC TX S     -17,186,057.70  1,318,450.09   sFT  0.99999514   +0 28 09.8
 AH1369;UTM  14      - 3,077,531.091   651,081.002   MT  0.99988174   +0 42 57.0
 AH1369
 AH1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1369!SPC TX S     -   0.99998991  x   0.99999514  =   0.99998505
 AH1369!UTM  14      -   0.99998991  x   0.99988174  =   0.99987165
 AH1369
 AH1369                          SUPERSEDED SURVEY CONTROL
 AH1369
 AH1369  NAD 83(1986)-  27 48 50.04862(N)    097 27 58.10451(W) AD(       ) 4
 AH1369  NAD 27      -  27 48 48.95500(N)    097 27 57.12700(W) AD(       ) 3
 AH1369
 AH1369.Superseded values are not recommended for survey control.
 AH1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1369.See file dsdata.txt to determine how the superseded data were derived.
 AH1369
 AH1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5108177531(NAD 83)
 AH1369_MARKER: 63 = STACK
 AH1369_MARK LOGO: CGS   
 AH1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1369+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1369
 AH1369  HISTORY     - Date     Condition        Report By
 AH1369  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1369  HISTORY     - 1949     GOOD             CGS
 AH1369  HISTORY     - 1963     GOOD             CGS
 AH1369  HISTORY     - 1964     GOOD             CGS
 AH1369  HISTORY     - 1968     GOOD             CGS
 AH1369  HISTORY     - 1983     GOOD             NGS
 AH1369  HISTORY     - 1983     GOOD             NGS
 AH1369  HISTORY     - 1985     GOOD             NGS
 AH1369  HISTORY     - 1989     GOOD             USPSQD
 AH1369  HISTORY     - 19890215 GOOD             NOS
 AH1369
 AH1369                          STATION DESCRIPTION
 AH1369
 AH1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1369'THE STATION IS LOCATED IN THE NORTHWESTERN PART OF CORPUS
 AH1369'CHRISTI, ON THE SOUTH SIDE OF NUECES BAY, ABOUT 6 MILES
 AH1369'NORTHWEST OF THE PLAZA HOTEL, AND 1.2 MILES WEST ALONG SHELL
 AH1369'ROAD FROM THE COUNTRY CLUB GOLF COURSE.
 AH1369'
 AH1369'THE STACK IS LOCATED ON THE WEST PART OF THE GROUNDS, 550
 AH1369'FEET NORTHEAST OF SHELL ROAD AND ABOUT 465 FEET SOUTH OF
 AH1369'THE RAILROAD.  THE STACK IS MADE OF CONCRETE, PAINTED IN
 AH1369'BANDS OF RED AND WHITE EXCEPT FOR THE TOP BAND WHICH IS
 AH1369'BLACK.
 AH1369'
 AH1369'THE STACK IS 300 FEET HIGH.
 AH1369
 AH1369                          STATION RECOVERY (1949)
 AH1369
 AH1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 AH1369'RECOVERED IN GOOD CONDITION.
 AH1369
 AH1369                          STATION RECOVERY (1963)
 AH1369
 AH1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AH1369'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 AH1369'IS ADEQUATE EXCEPT THAT SHELL RD. IS NOW CALLED UPRIVER RD.
 AH1369
 AH1369                          STATION RECOVERY (1964)
 AH1369
 AH1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1369'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH1369'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 AH1369
 AH1369                          STATION RECOVERY (1968)
 AH1369
 AH1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DLW)
 AH1369'THE STATION IS LOCATED IN THE NORTHWESTERN PART OF CORPUS
 AH1369'CHRISTI, ON THE SOUTH SIDE OF NUECES BAY, ABOUT 4.2 MILES
 AH1369'NW OF THE CORPUS CHRISTI POST OFFICE AND 1.2 MILES WEST
 AH1369'ALONG SHELL ROAD FROM THE COUNTRY CLUB GOLF COURSE.
 AH1369'
 AH1369'THE STACK IS LOCATED ON THE WEST PART OF THE GROUNDS, 550
 AH1369'FEET NE OF SHELL ROAD AND ABOUT 465 FEET SOUTH OF THE RAILROAD.
 AH1369'THE STACK IS MADE OF CONCRETE, PAINTED IN BANDS OF RED AND
 AH1369'WHITE EXCEPT FOR THE TOP BAND WHICH IS BLACK.
 AH1369'
 AH1369'THE STACK IS 300 FEET HIGH.
 AH1369'
 AH1369'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.2 MILES
 AH1369'NW OF CORPUS CHRISTI POST OFFICE
 AH1369
 AH1369                          STATION RECOVERY (1983)
 AH1369
 AH1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 AH1369'RECOVERED AS DESCRIBED.
 AH1369'
 AH1369'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CORPUS
 AH1369'CHRISTI.
 AH1369
 AH1369                          STATION RECOVERY (1983)
 AH1369
 AH1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 AH1369'RECOVERED IN GOOD CONDITION.
 AH1369
 AH1369                          STATION RECOVERY (1985)
 AH1369
 AH1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1369'THE STATION WAS RECOVERED AT THIS DATE.
 AH1369'THE CORPUS CHRISTI AMERICAN SMELTING AND REFINING COMPANY STACK WAS
 AH1369'RECOVERED AS DESCRIBED IN 1968.
 AH1369'
 AH1369'DESCRIBED BY G.R. HEID.
 AH1369
 AH1369                          STATION RECOVERY (1989)
 AH1369
 AH1369'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AH1369'RECOVERED IN GOOD CONDITION.
 AH1369
 AH1369                          STATION RECOVERY (1989)
 AH1369
 AH1369'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1369'THE STATION IS LOCATED IN THE NW PORT OF CORPUS CHRISTI, ON THE S SIDE
 AH1369'OF NUECES BAY, ABOUT 4.2 MI NW OF THE CORPUS CHRISTI POST OFFICE AND
 AH1369'1.2 MI W ALONG SHELL ROAD FROM THE COUNTRY CLUB GOLF COURSE.
 AH1369'THE STACK IS LOCATED ON THE W PART OF THE GROUNDS, 167.6 M (549.9 FT)
 AH1369'NE OF SHELL ROAD AND ABOUT 141.7 M (464.9 FT) S OF THE RAILROAD.  THE
 AH1369'STACK IS MADE OF CONCRETE, PAINTED IN BANDS OF RED AND WHITE EXCEPT
 AH1369'FOR THE TOP BAND WHICH IS BLACK.  THE STACK IS ABOUT 91.4 M
 AH1369'(299.9 FT) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1349 ***********************************************************************
 AH1349  DESIGNATION -  CORPUS CHRISTI BEACON
 AH1349  PID         -  AH1349
 AH1349  STATE/COUNTY-  TX/NUECES
 AH1349  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1349
 AH1349                         *CURRENT SURVEY CONTROL
 AH1349  ___________________________________________________________________
 AH1349* NAD 83(1993)-  27 47 24.42282(N)    097 22 41.97465(W)     ADJUSTED  
 AH1349* NAVD 88     -                                                        
 AH1349  ___________________________________________________________________
 AH1349  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1349  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH1349
 AH1349  HORZ ORDER  -  THIRD
 AH1349
 AH1349.The horizontal coordinates were established by classical geodetic methods
 AH1349.and adjusted by the National Geodetic Survey in February 1996..
 AH1349
 AH1349
 AH1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1349
 AH1349.The geoid height was determined by GEOID03.
 AH1349
 AH1349;                    North         East     Units Scale Factor Converg.
 AH1349;SPC TX S     - 5,235,759.445   410,540.317   MT  0.99998934   +0 30 33.3
 AH1349;SPC TX S     -17,177,654.11  1,346,914.36   sFT  0.99998934   +0 30 33.3
 AH1349;UTM  14      - 3,075,007.292   659,767.062   MT  0.99991507   +0 45 22.5
 AH1349
 AH1349                          SUPERSEDED SURVEY CONTROL
 AH1349
 AH1349  NAD 83(1986)-  27 47 24.42845(N)    097 22 41.95166(W) AD(       ) 4
 AH1349  NAD 27      -  27 47 23.33300(N)    097 22 40.99000(W) AD(       ) 3
 AH1349
 AH1349.Superseded values are not recommended for survey control.
 AH1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1349.See file dsdata.txt to determine how the superseded data were derived.
 AH1349
 AH1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5976775007(NAD 83)
 AH1349_MARKER: 14 = NAVIGATION LIGHT
 AH1349
 AH1349  HISTORY     - Date     Condition        Report By
 AH1349  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1349  HISTORY     - 1949     GOOD             CGS
 AH1349  HISTORY     - 1964     GOOD             CGS
 AH1349  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AH1349  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH1349
 AH1349                          STATION DESCRIPTION
 AH1349
 AH1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1349'RECOVERED.  THE CORRECT NAME FOR THIS STATION IS CORPUS
 AH1349'CHRISTI LIGHT.  IT IS ABOUT 1 MILE E OF CORPUS CHRISTI,
 AH1349'ABOUT 1/2 MILE E OF THE S OPENING IN BREAKWATER AROUND YACHT
 AH1349'BASIN, IN CORPUS CHRISTI BAY.
 AH1349'
 AH1349'DESCRIBED IN THE 1948 LIGHT LIST AS FOLLOWS--NO. 4541, CORPUS
 AH1349'CHRISTI LIGHT, ON REEF ON N SIDE OF CHANNEL LEADING TO S
 AH1349'OPENING THROUGH BREAKWATER, IN 7 FEET OF WATER, A RED TRIANGULAR
 AH1349'SLATTED STRUCTURE ON PIPES, 37 FEET HIGH.  ESTABLISHED 1902,
 AH1349'REBUILT 1922.
 AH1349
 AH1349                          STATION RECOVERY (1964)
 AH1349
 AH1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1349'THIS LIGHT WAS RECOVERED AS DESCRIBED BY C.W.C. IN 1949.
 AH1349'ACCORDING TO THE LIGHT LIST 1963 THIS STRUCTURE IN 7 FEET
 AH1349'OF WATER IS 7826.
 AH1349
 AH1349                          STATION RECOVERY (1988)
 AH1349
 AH1349'RECOVERY NOTE BY US POWER SQUADRON 1988 (JFS)
 AH1349'MARK NOT FOUND.
 AH1349
 AH1349                          STATION RECOVERY (2001)
 AH1349
 AH1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1349'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1347 ***********************************************************************
 AH1347  DESIGNATION -  CORPUS CHRISTI BREAKWATER BCN
 AH1347  PID         -  AH1347
 AH1347  STATE/COUNTY-  TX/NUECES
 AH1347  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1347
 AH1347                         *CURRENT SURVEY CONTROL
 AH1347  ___________________________________________________________________
 AH1347* NAD 83(1993)-  27 48 01.37230(N)    097 23 11.42302(W)     ADJUSTED  
 AH1347* NAVD 88     -                                                        
 AH1347  ___________________________________________________________________
 AH1347  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1347  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH1347
 AH1347  HORZ ORDER  -  THIRD
 AH1347
 AH1347.The horizontal coordinates were established by classical geodetic methods
 AH1347.and adjusted by the National Geodetic Survey in February 1996..
 AH1347
 AH1347
 AH1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1347
 AH1347.The geoid height was determined by GEOID03.
 AH1347
 AH1347;                    North         East     Units Scale Factor Converg.
 AH1347;SPC TX S     - 5,236,889.639   409,724.158   MT  0.99999182   +0 30 19.9
 AH1347;SPC TX S     -17,181,362.09  1,344,236.68   sFT  0.99999182   +0 30 19.9
 AH1347;UTM  14      - 3,076,133.870   658,946.101   MT  0.99991184   +0 45 09.6
 AH1347
 AH1347                          SUPERSEDED SURVEY CONTROL
 AH1347
 AH1347  NAD 83(1986)-  27 48 01.37819(N)    097 23 11.39930(W) AD(       ) 4
 AH1347  NAD 27      -  27 48 00.28200(N)    097 23 10.43200(W) AD(       ) 3
 AH1347
 AH1347.Superseded values are not recommended for survey control.
 AH1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1347.See file dsdata.txt to determine how the superseded data were derived.
 AH1347
 AH1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5894676134(NAD 83)
 AH1347_MARKER: 14 = NAVIGATION LIGHT
 AH1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1347+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 AH1347
 AH1347  HISTORY     - Date     Condition        Report By
 AH1347  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1347  HISTORY     - 1949     GOOD             CGS
 AH1347  HISTORY     - 1964     GOOD             CGS
 AH1347  HISTORY     - 20010331 POOR             NGS
 AH1347  HISTORY     - 20040307 GOOD             USPSQD
 AH1347
 AH1347                          STATION DESCRIPTION
 AH1347
 AH1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1347'STATION IS LOCATED 0.4 MILE E OF THE CITY OF CORPUS CHRISTI,
 AH1347'ON THE S END OF THE FOURTH SECTION OF THE BREAKWATER S OF
 AH1347'THE CORPUS CHRISTI SHIP CHANNEL.  STATION IS THE FIXED RED
 AH1347'LIGHT OF THE CORPUS CHRISTI BREAKWATER BEACON.  THE BEACON
 AH1347'STRUCTURE IS 10 FEET HIGH AND IS ON THE RIPRAP BREAKWATER
 AH1347'WHICH IS BARE 5 FEET AT MEAN HIGH WATER.
 AH1347'
 AH1347'THERE ARE NO MARKS.
 AH1347
 AH1347                          STATION RECOVERY (1949)
 AH1347
 AH1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1347'AT THE N SIDE OF THE CORPUS CHRISTI YACHT BASIN ON THE CORPUS
 AH1347'CHRISTI WATERFRONT.  A SQUARE RED BATTERY BOX ON PIPE.
 AH1347'
 AH1347'DESCRIBED IN THE 1948 LIGHT LIST AS FOLLOWS--NO. 4540, CORPUS
 AH1347'CHRISTI BREAKWATER LIGHT, ON N SIDE OF N OPENING THROUGH
 AH1347'CIRCULAR BREAKWATER, A RED PIPE, 15 FEET HIGH.  ESTABLISHED
 AH1347'1925.
 AH1347
 AH1347                          STATION RECOVERY (1964)
 AH1347
 AH1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1347'THE STATION WAS RECOVERED.  THE STEEL PIPE ON WHICH THE
 AH1347'LIGHT IS MOUNTED IS SLIGHTLY BENT BUT THE BASE SEEMS TO BE IN
 AH1347'PLACE.  THE DESCRIPTION BY C.W.C. IN 1949 IS ADEQUATE FOR
 AH1347'FUTURE RECOVERY.  THE STATION IS SHOWN AS 7825 IN THE LIST
 AH1347'OF LIGHTS, VOL. 2.  ATLANTIC AND GULF COASTS, 1963.
 AH1347
 AH1347                          STATION RECOVERY (2001)
 AH1347
 AH1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1347'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH1347
 AH1347                          STATION RECOVERY (2004)
 AH1347
 AH1347'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1350 ***********************************************************************
 AH1350  DESIGNATION -  CORPUS CHRISTI BRK HTL N ELEV
 AH1350  PID         -  AH1350
 AH1350  STATE/COUNTY-  TX/NUECES
 AH1350  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1350
 AH1350                         *CURRENT SURVEY CONTROL
 AH1350  ___________________________________________________________________
 AH1350* NAD 83(1993)-  27 49 18.89716(N)    097 23 16.29319(W)     ADJUSTED  
 AH1350* NAVD 88     -                                                        
 AH1350  ___________________________________________________________________
 AH1350  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1350  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH1350
 AH1350  HORZ ORDER  -  THIRD
 AH1350
 AH1350.The horizontal coordinates were established by classical geodetic methods
 AH1350.and adjusted by the National Geodetic Survey in February 1996..
 AH1350
 AH1350
 AH1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1350
 AH1350.The geoid height was determined by GEOID03.
 AH1350
 AH1350;                    North         East     Units Scale Factor Converg.
 AH1350;SPC TX S     - 5,239,274.754   409,569.824   MT  0.99999713   +0 30 17.7
 AH1350;SPC TX S     -17,189,187.26  1,343,730.33   sFT  0.99999713   +0 30 17.7
 AH1350;UTM  14      - 3,078,518.098   658,781.483   MT  0.99991119   +0 45 09.3
 AH1350
 AH1350                          SUPERSEDED SURVEY CONTROL
 AH1350
 AH1350  NAD 83(1986)-  27 49 18.90786(N)    097 23 16.26870(W) AD(       ) 4
 AH1350  NAD 27      -  27 49 17.80800(N)    097 23 15.30000(W) AD(       ) 3
 AH1350
 AH1350.Superseded values are not recommended for survey control.
 AH1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1350.See file dsdata.txt to determine how the superseded data were derived.
 AH1350
 AH1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5878178518(NAD 83)
 AH1350
 AH1350  HISTORY     - Date     Condition        Report By
 AH1350  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1350  HISTORY     - 1949     GOOD             CGS
 AH1350  HISTORY     - 1964     GOOD             CGS
 AH1350  HISTORY     - 20050820 MARK NOT FOUND   USPSQD
 AH1350
 AH1350                          STATION DESCRIPTION
 AH1350
 AH1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1350'STATION IS THE BRICK ELEVATOR SHAFT ON N SIDE OF MAIN BUILDING
 AH1350'OF BREAKERS HOTEL SITUATED IN THE NE PART OF CORPUS CHRISTI.
 AH1350'IT IS 3 METERS E FROM W SIDE OF BUILDING AND 5 METERS S OF
 AH1350'S FACE OF N WING OF STRUCTURE.
 AH1350'
 AH1350'THERE ARE NO MARKS.
 AH1350
 AH1350                          STATION RECOVERY (1949)
 AH1350
 AH1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1350'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 AH1350'IS ADEQUATE EXCEPT THAT THE SHAFT IS NOW 14 METERS S OF THE
 AH1350'S FACE OF THE N WALL INSTEAD OF 5 METERS.
 AH1350
 AH1350                          STATION RECOVERY (1964)
 AH1350
 AH1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1350'THE STATION WAS RECOVERED AS DESCRIBED BY C.W.C. IN 1949.
 AH1350'THE BREAKERS HOTEL IS A STUCCO STRUCTURE WITH SIGNS SURF
 AH1350'AND SAND ON THE NORTH AND SOUTH ROOF OF THE BUILDING.
 AH1350
 AH1350                          STATION RECOVERY (2005)
 AH1350
 AH1350'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AH1350'BUILDING ON LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1338 ***********************************************************************
 AH1338  DESIGNATION -  CORPUS CHRISTI CATH HI CROSS
 AH1338  PID         -  AH1338
 AH1338  STATE/COUNTY-  TX/NUECES
 AH1338  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1338
 AH1338                         *CURRENT SURVEY CONTROL
 AH1338  ___________________________________________________________________
 AH1338* NAD 83(1993)-  27 47 39.67155(N)    097 23 47.80759(W)     ADJUSTED  
 AH1338* NAVD 88     -                                                        
 AH1338  ___________________________________________________________________
 AH1338  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1338  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH1338
 AH1338  HORZ ORDER  -  THIRD
 AH1338
 AH1338.The horizontal coordinates were established by classical geodetic methods
 AH1338.and adjusted by the National Geodetic Survey in February 1996..
 AH1338
 AH1338
 AH1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1338
 AH1338.The geoid height was determined by GEOID03.
 AH1338
 AH1338;                    North         East     Units Scale Factor Converg.
 AH1338;SPC TX S     - 5,236,212.925   408,734.093   MT  0.99999036   +0 30 03.4
 AH1338;SPC TX S     -17,179,141.90  1,340,988.44   sFT  0.99999036   +0 30 03.4
 AH1338;UTM  14      - 3,075,452.949   657,959.042   MT  0.99990798   +0 44 52.1
 AH1338
 AH1338                          SUPERSEDED SURVEY CONTROL
 AH1338
 AH1338  NAD 83(1986)-  27 47 39.68074(N)    097 23 47.78774(W) AD(       ) 4
 AH1338  NAD 27      -  27 47 38.58700(N)    097 23 46.80300(W) AD(       ) 3
 AH1338
 AH1338.Superseded values are not recommended for survey control.
 AH1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1338.See file dsdata.txt to determine how the superseded data were derived.
 AH1338
 AH1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5795975453(NAD 83)
 AH1338_MARKER: 91 = CHURCH CROSS
 AH1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1338+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AH1338
 AH1338  HISTORY     - Date     Condition        Report By
 AH1338  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1338  HISTORY     - 1964     GOOD             CGS
 AH1338  HISTORY     - 1988     GOOD             USPSQD
 AH1338  HISTORY     - 1991     GOOD             USPSQD
 AH1338  HISTORY     - 20010331 GOOD             NGS
 AH1338  HISTORY     - 20040312 GOOD             USPSQD
 AH1338
 AH1338                          STATION DESCRIPTION
 AH1338
 AH1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1338'THE STATION IS LOCATED IN DOWNTOWN CORPUS CHRISTI, IN THE
 AH1338'NORTHWEST CORNER OF THE INTERSECTION OF UPPER BROADWAY AND
 AH1338'LIPAN STREETS.
 AH1338'
 AH1338'THE STATION IS THE CROSS ATOP THE SOUTHERLY AND HIGHER OF
 AH1338'TWO DOMES.  THE DOME IS A GOLDEN COLOR AND HOUSES THE CLOCK
 AH1338'AND CHIMES OF THE CHURCH.
 AH1338
 AH1338                          STATION RECOVERY (1964)
 AH1338
 AH1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1338'THE STATION WAS RECOVERED.  THE DOME HAS A BLUE MOSAIC DESIGN.
 AH1338'THE DESCRIPTION BY R.L.E. IN 1949 IS ADEQUATE.
 AH1338
 AH1338                          STATION RECOVERY (1988)
 AH1338
 AH1338'RECOVERY NOTE BY US POWER SQUADRON 1988 (WWM)
 AH1338'RECOVERED IN GOOD CONDITION.
 AH1338
 AH1338                          STATION RECOVERY (1991)
 AH1338
 AH1338'RECOVERY NOTE BY US POWER SQUADRON 1991 (GG)
 AH1338'RECOVERED IN GOOD CONDITION.
 AH1338
 AH1338                          STATION RECOVERY (2001)
 AH1338
 AH1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1338'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH1338
 AH1338                          STATION RECOVERY (2004)
 AH1338
 AH1338'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1355 ***********************************************************************
 AH1355  DESIGNATION -  CORPUS CHRISTI CEN L AND P STK
 AH1355  PID         -  AH1355
 AH1355  STATE/COUNTY-  TX/NUECES
 AH1355  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1355
 AH1355                         *CURRENT SURVEY CONTROL
 AH1355  ___________________________________________________________________
 AH1355* NAD 83(1993)-  27 47 33.22481(N)    097 23 39.66963(W)     ADJUSTED  
 AH1355* NAVD 88     -                                                        
 AH1355  ___________________________________________________________________
 AH1355  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1355  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH1355
 AH1355  HORZ ORDER  -  THIRD
 AH1355
 AH1355.The horizontal coordinates were established by classical geodetic methods
 AH1355.and adjusted by the National Geodetic Survey in February 1996..
 AH1355
 AH1355
 AH1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1355
 AH1355.The geoid height was determined by GEOID03.
 AH1355
 AH1355;                    North         East     Units Scale Factor Converg.
 AH1355;SPC TX S     - 5,236,016.439   408,958.593   MT  0.99998993   +0 30 07.1
 AH1355;SPC TX S     -17,178,497.27  1,341,724.98   sFT  0.99998993   +0 30 07.1
 AH1355;UTM  14      - 3,075,257.448   658,184.368   MT  0.99990886   +0 44 55.8
 AH1355
 AH1355                          SUPERSEDED SURVEY CONTROL
 AH1355
 AH1355  NAD 83(1986)-  27 47 33.23405(N)    097 23 39.64961(W) AD(       ) 4
 AH1355  NAD 27      -  27 47 32.14400(N)    097 23 38.69000(W) AD(       ) 3
 AH1355
 AH1355.Superseded values are not recommended for survey control.
 AH1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1355.See file dsdata.txt to determine how the superseded data were derived.
 AH1355
 AH1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5818475257(NAD 83)
 AH1355_MARKER: 63 = STACK
 AH1355
 AH1355  HISTORY     - Date     Condition        Report By
 AH1355  HISTORY     - 1931     FIRST OBSERVED   CGS
 AH1355  HISTORY     - 1933     GOOD             CGS
 AH1355  HISTORY     - 1949     GOOD             CGS
 AH1355  HISTORY     - 1964     GOOD             CGS
 AH1355
 AH1355                          STATION DESCRIPTION
 AH1355
 AH1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (TMP)
 AH1355'WHITE STACK ABOUT 150 FEET IN HEIGHT LOCATED AT THE PLANT
 AH1355'OF THE CENTRAL LIGHT AND POWER COMPANY, BETWEEN SOUTH CHAPARRAL
 AH1355'STREET AND WATER STREET NEAR LAGUNA STREET.  GOOD CONDITION.
 AH1355
 AH1355                          STATION RECOVERY (1949)
 AH1355
 AH1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1355'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 AH1355'IS ADEQUATE WITH THE FOLLOWING ADDITION--STATION IS LOCATED
 AH1355'TWO BLOCKS W OF THE L HEAD PIER AT THE CORPUS CHRISTI YACHT
 AH1355'BASIN.
 AH1355
 AH1355                          STATION RECOVERY (1964)
 AH1355
 AH1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1355'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AH1355'BY C.W.C. IN 1949.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1138 ***********************************************************************
 AH1138  DESIGNATION -  CORPUS CHRISTI CHAN LIGHT 1
 AH1138  PID         -  AH1138
 AH1138  STATE/COUNTY-  TX/NUECES
 AH1138  USGS QUAD   -  PORT ARANSAS (1975)
 AH1138
 AH1138                         *CURRENT SURVEY CONTROL
 AH1138  ___________________________________________________________________
 AH1138* NAD 83(1993)-  27 50 21.19529(N)    097 04 53.88633(W)     ADJUSTED  
 AH1138* NAVD 88     -                                                        
 AH1138  ___________________________________________________________________
 AH1138  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AH1138  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AH1138
 AH1138  HORZ ORDER  -  THIRD
 AH1138
 AH1138.The horizontal coordinates were established by classical geodetic methods
 AH1138.and adjusted by the National Geodetic Survey in February 1996..
 AH1138
 AH1138
 AH1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1138
 AH1138.The geoid height was determined by GEOID03.
 AH1138
 AH1138;                    North         East     Units Scale Factor Converg.
 AH1138;SPC TX S     - 5,241,494.792   439,716.812   MT  1.00000150   +0 38 38.2
 AH1138;SPC TX S     -17,196,470.83  1,442,637.57   sFT  1.00000150   +0 38 38.2
 AH1138;SPC TXSC     - 4,002,202.729   789,002.709   MT  1.00020058   +0 56 23.4
 AH1138;SPC TXSC     -13,130,560.12  2,588,586.39   sFT  1.00020058   +0 56 23.4
 AH1138;UTM  14      - 3,080,869.547   688,917.737   MT  1.00004054   +0 53 46.1
 AH1138
 AH1138                          SUPERSEDED SURVEY CONTROL
 AH1138
 AH1138  NAD 83(1986)-  27 50 21.19903(N)    097 04 53.86319(W) AD(       ) 4
 AH1138  NAD 27      -  27 50 20.09700(N)    097 04 52.89200(W) AD(       ) 3
 AH1138
 AH1138.Superseded values are not recommended for survey control.
 AH1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1138.See file dsdata.txt to determine how the superseded data were derived.
 AH1138
 AH1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8891880870(NAD 83)
 AH1138_MARKER: 14 = NAVIGATION LIGHT
 AH1138
 AH1138  HISTORY     - Date     Condition        Report By
 AH1138  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1138  HISTORY     - 19970725 GOOD             USPSQD
 AH1138
 AH1138                          STATION DESCRIPTION
 AH1138
 AH1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1138'LOCATED ON THE S SIDE OF THE CORPUS CHRISTI CHANNEL 1.3
 AH1138'MILES W OF THE PORT ARANSAS FERRYS HARBOR ISLAND SLIP.  DESCRIBED
 AH1138'IN THE 1948 ATLANTIC COAST LIGHT LIST AS NO. 4503, BLACK,
 AH1138'TRIANGULAR, SLATTED STRUCTURE ON PILES.  ESTABLISHED 1933,
 AH1138'REBUILT 1946.
 AH1138
 AH1138                          STATION RECOVERY (1997)
 AH1138
 AH1138'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1144 ***********************************************************************
 AH1144  DESIGNATION -  CORPUS CHRISTI CHAN LIGHT 8
 AH1144  PID         -  AH1144
 AH1144  STATE/COUNTY-  TX/NUECES
 AH1144  USGS QUAD   -  PORT ARANSAS (1975)
 AH1144
 AH1144                         *CURRENT SURVEY CONTROL
 AH1144  ___________________________________________________________________
 AH1144* NAD 83(1993)-  27 50 11.73519(N)    097 06 14.80724(W)     ADJUSTED  
 AH1144* NAVD 88     -                                                        
 AH1144  ___________________________________________________________________
 AH1144  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AH1144  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH1144
 AH1144  HORZ ORDER  -  THIRD
 AH1144
 AH1144.The horizontal coordinates were established by classical geodetic methods
 AH1144.and adjusted by the National Geodetic Survey in February 1996..
 AH1144
 AH1144
 AH1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1144
 AH1144.The geoid height was determined by GEOID03.
 AH1144
 AH1144;                    North         East     Units Scale Factor Converg.
 AH1144;SPC TX S     - 5,241,178.916   437,505.913   MT  1.00000083   +0 38 01.5
 AH1144;SPC TX S     -17,195,434.49  1,435,383.98   sFT  1.00000083   +0 38 01.5
 AH1144;SPC TXSC     - 4,001,875.390   786,793.027   MT  1.00020176   +0 55 43.7
 AH1144;SPC TXSC     -13,129,486.18  2,581,336.79   sFT  1.00020176   +0 55 43.7
 AH1144;UTM  14      - 3,080,543.939   686,708.173   MT  1.00003029   +0 53 08.0
 AH1144
 AH1144                          SUPERSEDED SURVEY CONTROL
 AH1144
 AH1144  NAD 83(1986)-  27 50 11.74138(N)    097 06 14.78383(W) AD(       ) 4
 AH1144  NAD 27      -  27 50 10.65100(N)    097 06 13.82500(W) AD(       ) 3
 AH1144
 AH1144.Superseded values are not recommended for survey control.
 AH1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1144.See file dsdata.txt to determine how the superseded data were derived.
 AH1144
 AH1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8670880544(NAD 83)
 AH1144_MARKER: 14 = NAVIGATION LIGHT
 AH1144
 AH1144  HISTORY     - Date     Condition        Report By
 AH1144  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1144
 AH1144                          STATION DESCRIPTION
 AH1144
 AH1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1144'LOCATED ON THE N SIDE OF CORPUS CHRISTI CHANNEL, APPROXIMATELY
 AH1144'2.6 MILES W OF THE PORT ARANSAS FERRYS HARBOR ISLAND SLIP.
 AH1144'
 AH1144'DESCRIBED IN THE 1948 ATLANTIC COAST LIGHT LIST AS NO. 4506,
 AH1144'RED, SQUARE PYRAMIDAL SLATTED STRUCTURE ON PILES.  ESTABLISHED
 AH1144'IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1145 ***********************************************************************
 AH1145  DESIGNATION -  CORPUS CHRISTI CHAN LIGHT 7
 AH1145  PID         -  AH1145
 AH1145  STATE/COUNTY-  TX/NUECES
 AH1145  USGS QUAD   -  PORT ARANSAS (1975)
 AH1145
 AH1145                         *CURRENT SURVEY CONTROL
 AH1145  ___________________________________________________________________
 AH1145* NAD 83(1993)-  27 50 06.34831(N)    097 06 13.52412(W)     ADJUSTED  
 AH1145* NAVD 88     -                                                        
 AH1145  ___________________________________________________________________
 AH1145  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AH1145  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH1145
 AH1145  HORZ ORDER  -  THIRD
 AH1145
 AH1145.The horizontal coordinates were established by classical geodetic methods
 AH1145.and adjusted by the National Geodetic Survey in February 1996..
 AH1145
 AH1145
 AH1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1145
 AH1145.The geoid height was determined by GEOID03.
 AH1145
 AH1145;                    North         East     Units Scale Factor Converg.
 AH1145;SPC TX S     - 5,241,013.493   437,542.857   MT  1.00000045   +0 38 02.1
 AH1145;SPC TX S     -17,194,891.77  1,435,505.19   sFT  1.00000045   +0 38 02.1
 AH1145;SPC TXSC     - 4,001,710.126   786,830.830   MT  1.00020244   +0 55 44.4
 AH1145;SPC TXSC     -13,128,943.97  2,581,460.81   sFT  1.00020244   +0 55 44.4
 AH1145;UTM  14      - 3,080,378.675   686,745.844   MT  1.00003046   +0 53 08.4
 AH1145
 AH1145                          SUPERSEDED SURVEY CONTROL
 AH1145
 AH1145  NAD 83(1986)-  27 50 06.35446(N)    097 06 13.50045(W) AD(       ) 4
 AH1145  NAD 27      -  27 50 05.26300(N)    097 06 12.54300(W) AD(       ) 3
 AH1145
 AH1145.Superseded values are not recommended for survey control.
 AH1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1145.See file dsdata.txt to determine how the superseded data were derived.
 AH1145
 AH1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8674680379(NAD 83)
 AH1145_MARKER: 14 = NAVIGATION LIGHT
 AH1145
 AH1145  HISTORY     - Date     Condition        Report By
 AH1145  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1145
 AH1145                          STATION DESCRIPTION
 AH1145
 AH1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1145'LOCATED ON THE S SIDE OF CORPUS CHRISTI CHANNEL APPROXIMATELY
 AH1145'2.6 MILES W OF THE PORT ARANSAS FERRYS HARBOR ISLAND SLIP.
 AH1145'
 AH1145'DESCRIBED IN THE 1948 ATLANTIC COAST LIGHT LIST AS NO. 4505,
 AH1145'BLACK, TRIANGULAR, SLATTED STRUCTURE ON PILES.  ESTABLISHED
 AH1145'1933, REBUILT 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1171 ***********************************************************************
 AH1171  DESIGNATION -  CORPUS CHRISTI CHAN LIGHT 13
 AH1171  PID         -  AH1171
 AH1171  STATE/COUNTY-  TX/NUECES
 AH1171  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1171
 AH1171                         *CURRENT SURVEY CONTROL
 AH1171  ___________________________________________________________________
 AH1171* NAD 83(1993)-  27 49 51.61866(N)    097 07 32.16528(W)     ADJUSTED  
 AH1171* NAVD 88     -                                                        
 AH1171  ___________________________________________________________________
 AH1171  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AH1171  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH1171
 AH1171  HORZ ORDER  -  THIRD
 AH1171
 AH1171.The horizontal coordinates were established by classical geodetic methods
 AH1171.and adjusted by the National Geodetic Survey in February 1996..
 AH1171
 AH1171
 AH1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1171
 AH1171.The geoid height was determined by GEOID03.
 AH1171
 AH1171;                    North         East     Units Scale Factor Converg.
 AH1171;SPC TX S     - 5,240,536.484   435,395.969   MT  0.99999941   +0 37 26.4
 AH1171;SPC TX S     -17,193,326.78  1,428,461.61   sFT  0.99999941   +0 37 26.4
 AH1171;SPC TXSC     - 4,001,221.982   784,685.988   MT  1.00020429   +0 55 05.8
 AH1171;SPC TXSC     -13,127,342.45  2,574,423.95   sFT  1.00020429   +0 55 05.8
 AH1171;UTM  14      - 3,079,892.232   684,601.017   MT  1.00002063   +0 52 31.2
 AH1171
 AH1171                          SUPERSEDED SURVEY CONTROL
 AH1171
 AH1171  NAD 83(1986)-  27 49 51.62664(N)    097 07 32.14227(W) AD(       ) 4
 AH1171  NAD 27      -  27 49 50.53200(N)    097 07 31.18200(W) AD(       ) 3
 AH1171
 AH1171.Superseded values are not recommended for survey control.
 AH1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1171.See file dsdata.txt to determine how the superseded data were derived.
 AH1171
 AH1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8460179892(NAD 83)
 AH1171_MARKER: 14 = NAVIGATION LIGHT
 AH1171
 AH1171  HISTORY     - Date     Condition        Report By
 AH1171  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1171
 AH1171                          STATION DESCRIPTION
 AH1171
 AH1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1171'LOCATED ON THE S SIDE OF CORPUS CHRISTI CHANNEL, APPROXIMATELY
 AH1171'4.1 MILES W OF THE PORT ARANSAS FERRYS HARBOR ISLAND SLIP.
 AH1171'
 AH1171'DESCRIBED IN THE 1948 ATLANTIC COAST LIGHT LIST AS NO. 4507,
 AH1171'BLACK TRIANGULAR SLATTED STRUCTURE ON PILES.  ESTABLISHED 1933,
 AH1171'REBUILT 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1174 ***********************************************************************
 AH1174  DESIGNATION -  CORPUS CHRISTI CHANNEL BCN 15
 AH1174  PID         -  AH1174
 AH1174  STATE/COUNTY-  TX/NUECES
 AH1174  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1174
 AH1174                         *CURRENT SURVEY CONTROL
 AH1174  ___________________________________________________________________
 AH1174* NAD 83(1993)-  27 48 36.65932(N)    097 14 15.12614(W)     ADJUSTED  
 AH1174* NAVD 88     -                                                        
 AH1174  ___________________________________________________________________
 AH1174  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AH1174  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH1174
 AH1174  HORZ ORDER  -  THIRD
 AH1174
 AH1174.The horizontal coordinates were established by classical geodetic methods
 AH1174.and adjusted by the National Geodetic Survey in February 1996..
 AH1174
 AH1174
 AH1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1174
 AH1174.The geoid height was determined by GEOID03.
 AH1174
 AH1174;                    North         East     Units Scale Factor Converg.
 AH1174;SPC TX S     - 5,238,113.980   424,392.536   MT  0.99999422   +0 34 23.4
 AH1174;SPC TX S     -17,185,378.95  1,392,361.18   sFT  0.99999422   +0 34 23.4
 AH1174;UTM  14      - 3,077,421.680   673,608.281   MT  0.99997203   +0 49 20.9
 AH1174
 AH1174                          SUPERSEDED SURVEY CONTROL
 AH1174
 AH1174  NAD 83(1986)-  27 48 36.66540(N)    097 14 15.10329(W) AD(       ) 4
 AH1174  NAD 27      -  27 48 35.57100(N)    097 14 14.14300(W) AD(       ) 3
 AH1174
 AH1174.Superseded values are not recommended for survey control.
 AH1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1174.See file dsdata.txt to determine how the superseded data were derived.
 AH1174
 AH1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7360877422(NAD 83)
 AH1174_MARKER: 14 = NAVIGATION LIGHT
 AH1174
 AH1174  HISTORY     - Date     Condition        Report By
 AH1174  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1174  HISTORY     - 1949     GOOD             CGS
 AH1174
 AH1174                          STATION DESCRIPTION
 AH1174
 AH1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1174'THE CORRECT NAME FOR THIS STATION IS CORPUS CHRISTI CHANNEL LIGHT
 AH1174'43.  IT IS ABOUT 9-1/2 MILES E OF CORPUS CHRISTI, IN CORPUS
 AH1174'CHRISTI BAY.
 AH1174'
 AH1174'DESCRIBED IN THE 1948 LIGHT LIST AS FOLLOWS--NO. 4518, CORPUS
 AH1174'CHRISTI CHANNEL LIGHT 43, ON S SIDE OF CHANNEL, AT ANGLE IN CHANNEL,
 AH1174'IN 12 FEET OF WATER, A BLACK SQUARE SLATTED STRUCTURE ON PILES,
 AH1174'30 FEET HIGH.  ESTABLISHED 1922, REBUILT 1922, REBUILT 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1186 ***********************************************************************
 AH1186  DESIGNATION -  CORPUS CHRISTI CHAN LIGHT 37
 AH1186  PID         -  AH1186
 AH1186  STATE/COUNTY-  TX/NUECES
 AH1186  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1186
 AH1186                         *CURRENT SURVEY CONTROL
 AH1186  ___________________________________________________________________
 AH1186* NAD 83(1993)-  27 48 50.03477(N)    097 13 03.84682(W)     ADJUSTED  
 AH1186* NAVD 88     -                                                        
 AH1186  ___________________________________________________________________
 AH1186  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AH1186  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH1186
 AH1186  HORZ ORDER  -  THIRD
 AH1186
 AH1186.The horizontal coordinates were established by classical geodetic methods
 AH1186.and adjusted by the National Geodetic Survey in February 1996..
 AH1186
 AH1186
 AH1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1186
 AH1186.The geoid height was determined by GEOID03.
 AH1186
 AH1186;                    North         East     Units Scale Factor Converg.
 AH1186;SPC TX S     - 5,238,545.353   426,339.191   MT  0.99999514   +0 34 55.8
 AH1186;SPC TX S     -17,186,794.21  1,398,747.83   sFT  0.99999514   +0 34 55.8
 AH1186;UTM  14      - 3,077,861.517   675,553.003   MT  0.99998041   +0 49 54.6
 AH1186
 AH1186                          SUPERSEDED SURVEY CONTROL
 AH1186
 AH1186  NAD 83(1986)-  27 48 50.04120(N)    097 13 03.82387(W) AD(       ) 4
 AH1186  NAD 27      -  27 48 48.94500(N)    097 13 02.86200(W) AD(       ) 3
 AH1186
 AH1186.Superseded values are not recommended for survey control.
 AH1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1186.See file dsdata.txt to determine how the superseded data were derived.
 AH1186
 AH1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7555377862(NAD 83)
 AH1186_MARKER: 14 = NAVIGATION LIGHT
 AH1186
 AH1186  HISTORY     - Date     Condition        Report By
 AH1186  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1186
 AH1186                          STATION DESCRIPTION
 AH1186
 AH1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1186'LOCATED ON THE S SIDE OF CORPUS CHRISTI CHANNEL, APPROXIMATELY
 AH1186'0.25 MILE E OF THE JUNCTION OF THE ENTRANCE TO ENCINAL CHANNEL
 AH1186'AND OFF MC GLOIN BLUFF.
 AH1186'
 AH1186'DESCRIBED IN THE 1948 ATLANTIC COAST LIGHT LIST AS--NO. 4515,
 AH1186'BLACK SQUARE PYRAMIDAL STRUCTURE ON PILES.  ESTABLISHED 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1325 ***********************************************************************
 AH1325  DESIGNATION -  CORPUS CHRISTI CHANNEL BCN 21
 AH1325  PID         -  AH1325
 AH1325  STATE/COUNTY-  TX/NUECES
 AH1325  USGS QUAD   -  PORTLAND (1975)
 AH1325
 AH1325                         *CURRENT SURVEY CONTROL
 AH1325  ___________________________________________________________________
 AH1325* NAD 83(1993)-  27 48 35.98247(N)    097 18 03.79219(W)     ADJUSTED  
 AH1325* NAVD 88     -                                                        
 AH1325  ___________________________________________________________________
 AH1325  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1325  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH1325
 AH1325  HORZ ORDER  -  THIRD
 AH1325
 AH1325.The horizontal coordinates were established by classical geodetic methods
 AH1325.and adjusted by the National Geodetic Survey in February 1996..
 AH1325
 AH1325
 AH1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1325
 AH1325.The geoid height was determined by GEOID03.
 AH1325
 AH1325;                    North         East     Units Scale Factor Converg.
 AH1325;SPC TX S     - 5,238,032.112   418,134.371   MT  0.99999417   +0 32 39.6
 AH1325;SPC TX S     -17,185,110.35  1,371,829.18   sFT  0.99999417   +0 32 39.6
 AH1325;UTM  14      - 3,077,312.631   667,350.752   MT  0.99994569   +0 47 34.1
 AH1325
 AH1325                          SUPERSEDED SURVEY CONTROL
 AH1325
 AH1325  NAD 83(1986)-  27 48 35.98777(N)    097 18 03.77137(W) AD(       ) 4
 AH1325  NAD 27      -  27 48 34.89600(N)    097 18 02.80900(W) AD(       ) 3
 AH1325
 AH1325.Superseded values are not recommended for survey control.
 AH1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1325.See file dsdata.txt to determine how the superseded data were derived.
 AH1325
 AH1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6735177313(NAD 83)
 AH1325_MARKER: 14 = NAVIGATION LIGHT
 AH1325
 AH1325  HISTORY     - Date     Condition        Report By
 AH1325  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1325  HISTORY     - 1949     GOOD             CGS
 AH1325  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1325
 AH1325                          STATION DESCRIPTION
 AH1325
 AH1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1325'RECOVERED.  THE CORRECT NAME FOR THIS STATION IS CORPUS CHRISTI
 AH1325'CHANNEL LIGHT 61.  IT IS ABOUT 6 MILES E OF CORPUS CHRISTI, IN
 AH1325'CORPUS CHRISTI BAY.
 AH1325'
 AH1325'DESCRIBED IN 1948 LIGHT LIST AS FOLLOWS--NO. 4526, CORPUS
 AH1325'CHRISTI CHANNEL LIGHT 61, ON S SIDE OF CHANNEL, IN 15 FEET OF
 AH1325'WATER, A BLACK SQUARE SLATTED STRUCTURE ON PILES 30 FEET HIGH.
 AH1325'ESTABLISHED 1933.
 AH1325
 AH1325                          STATION RECOVERY (2001)
 AH1325
 AH1325'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1326 ***********************************************************************
 AH1326  DESIGNATION -  CORPUS CHRISTI CHANNEL BCN 10
 AH1326  PID         -  AH1326
 AH1326  STATE/COUNTY-  TX/NUECES
 AH1326  USGS QUAD   -  PORTLAND (1975)
 AH1326
 AH1326                         *CURRENT SURVEY CONTROL
 AH1326  ___________________________________________________________________
 AH1326* NAD 83(1993)-  27 48 41.65432(N)    097 16 45.87064(W)     ADJUSTED  
 AH1326* NAVD 88     -                                                        
 AH1326  ___________________________________________________________________
 AH1326  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AH1326  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH1326
 AH1326  HORZ ORDER  -  THIRD
 AH1326
 AH1326.The horizontal coordinates were established by classical geodetic methods
 AH1326.and adjusted by the National Geodetic Survey in February 1996..
 AH1326
 AH1326
 AH1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1326
 AH1326.The geoid height was determined by GEOID03.
 AH1326
 AH1326;                    North         East     Units Scale Factor Converg.
 AH1326;SPC TX S     - 5,238,227.140   420,265.325   MT  0.99999456   +0 33 15.0
 AH1326;SPC TX S     -17,185,750.21  1,378,820.49   sFT  0.99999456   +0 33 15.0
 AH1326;UTM  14      - 3,077,516.896   669,480.745   MT  0.99995455   +0 48 10.7
 AH1326
 AH1326                          SUPERSEDED SURVEY CONTROL
 AH1326
 AH1326  NAD 83(1986)-  27 48 41.66001(N)    097 16 45.84813(W) AD(       ) 4
 AH1326  NAD 27      -  27 48 40.56600(N)    097 16 44.87900(W) AD(       ) 3
 AH1326
 AH1326.Superseded values are not recommended for survey control.
 AH1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1326.See file dsdata.txt to determine how the superseded data were derived.
 AH1326
 AH1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6948177517(NAD 83)
 AH1326_MARKER: 14 = NAVIGATION LIGHT
 AH1326
 AH1326  HISTORY     - Date     Condition        Report By
 AH1326  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1326  HISTORY     - 1949     GOOD             CGS
 AH1326  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1326
 AH1326                          STATION DESCRIPTION
 AH1326
 AH1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1326'RECOVERED.  THE CORRECT NAME FOR THIS STATION IS CORPUS CHRISTI
 AH1326'CHANNEL LIGHT 56.  IT IS ABOUT 7 MILES E OF CORPUS CHRISTI,
 AH1326'IN CORPUS CHRISTI BAY.
 AH1326'
 AH1326'DESCRIBED IN THE 1948 LIGHT LIST AS FOLLOWS--NO. 4525, CORPUS
 AH1326'CHRISTI CHANNEL LIGHT 56, ON N SIDE OF CHANNEL, IN 14 FEET
 AH1326'OF WATER, A RED SQUARE SLATTED STRUCTURE ON PILES 30 FEET HIGH.
 AH1326'ESTABLISHED 1933.
 AH1326
 AH1326                          STATION RECOVERY (2001)
 AH1326
 AH1326'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1327 ***********************************************************************
 AH1327  DESIGNATION -  CORPUS CHRISTI CHANNEL BCN 23
 AH1327  PID         -  AH1327
 AH1327  STATE/COUNTY-  TX/NUECES
 AH1327  USGS QUAD   -  PORTLAND (1975)
 AH1327
 AH1327                         *CURRENT SURVEY CONTROL
 AH1327  ___________________________________________________________________
 AH1327* NAD 83(1993)-  27 48 35.69479(N)    097 19 22.06141(W)     ADJUSTED  
 AH1327* NAVD 88     -                                                        
 AH1327  ___________________________________________________________________
 AH1327  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AH1327  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH1327
 AH1327  HORZ ORDER  -  THIRD
 AH1327
 AH1327.The horizontal coordinates were established by classical geodetic methods
 AH1327.and adjusted by the National Geodetic Survey in February 1996..
 AH1327
 AH1327
 AH1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1327
 AH1327.The geoid height was determined by GEOID03.
 AH1327
 AH1327;                    North         East     Units Scale Factor Converg.
 AH1327;SPC TX S     - 5,238,003.090   415,992.292   MT  0.99999416   +0 32 04.1
 AH1327;SPC TX S     -17,185,015.14  1,364,801.38   sFT  0.99999416   +0 32 04.1
 AH1327;UTM  14      - 3,077,274.326   665,208.932   MT  0.99993690   +0 46 57.6
 AH1327
 AH1327                          SUPERSEDED SURVEY CONTROL
 AH1327
 AH1327  NAD 83(1986)-  27 48 35.70014(N)    097 19 22.04128(W) AD(       ) 4
 AH1327  NAD 27      -  27 48 34.61300(N)    097 19 21.07000(W) AD(       ) 3
 AH1327
 AH1327.Superseded values are not recommended for survey control.
 AH1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1327.See file dsdata.txt to determine how the superseded data were derived.
 AH1327
 AH1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6520977274(NAD 83)
 AH1327_MARKER: 14 = NAVIGATION LIGHT
 AH1327
 AH1327  HISTORY     - Date     Condition        Report By
 AH1327  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1327  HISTORY     - 1949     GOOD             CGS
 AH1327  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1327
 AH1327                          STATION DESCRIPTION
 AH1327
 AH1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1327'RECOVERED.  THE CORRECT NAME FOR THIS STATION IS CORPUS
 AH1327'CHRISTI CHANNEL LIGHT 67.  IT IS ABOUT 4-1/2 MILES E OF
 AH1327'CORPUS CHRISTI, IN CORPUS CHRISTI BAY.
 AH1327'
 AH1327'DESCRIBED IN THE 1948 LIGHT LIST AS FOLLOWS--NO. 4528, CORPUS
 AH1327'CHRISTI CHANNEL LIGHT 67, ON S SIDE OF CHANNEL, IN 15 FEET OF
 AH1327'WATER, A BLACK SQUARE SLATTED STRUCTURE ON PILES 30 FEET HIGH.
 AH1327'ESTABLISHED 1933.
 AH1327
 AH1327                          STATION RECOVERY (2001)
 AH1327
 AH1327'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1328 ***********************************************************************
 AH1328  DESIGNATION -  CORPUS CHRISTI CHANNEL BCN 27
 AH1328  PID         -  AH1328
 AH1328  STATE/COUNTY-  TX/NUECES
 AH1328  USGS QUAD   -  PORTLAND (1975)
 AH1328
 AH1328                         *CURRENT SURVEY CONTROL
 AH1328  ___________________________________________________________________
 AH1328* NAD 83(1993)-  27 48 34.72950(N)    097 21 57.40232(W)     ADJUSTED  
 AH1328* NAVD 88     -                                                        
 AH1328  ___________________________________________________________________
 AH1328  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AH1328  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH1328
 AH1328  HORZ ORDER  -  THIRD
 AH1328
 AH1328.The horizontal coordinates were established by classical geodetic methods
 AH1328.and adjusted by the National Geodetic Survey in February 1996..
 AH1328
 AH1328
 AH1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1328
 AH1328.The geoid height was determined by GEOID03.
 AH1328
 AH1328;                    North         East     Units Scale Factor Converg.
 AH1328;SPC TX S     - 5,237,934.444   411,740.998   MT  0.99999409   +0 30 53.5
 AH1328;SPC TX S     -17,184,789.92  1,350,853.59   sFT  0.99999409   +0 30 53.5
 AH1328;UTM  14      - 3,077,187.292   660,958.255   MT  0.99991978   +0 45 45.0
 AH1328
 AH1328                          SUPERSEDED SURVEY CONTROL
 AH1328
 AH1328  NAD 83(1986)-  27 48 34.73598(N)    097 21 57.37992(W) AD(       ) 4
 AH1328  NAD 27      -  27 48 33.64400(N)    097 21 56.42000(W) AD(       ) 3
 AH1328
 AH1328.Superseded values are not recommended for survey control.
 AH1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1328.See file dsdata.txt to determine how the superseded data were derived.
 AH1328
 AH1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6095877187(NAD 83)
 AH1328_MARKER: 14 = NAVIGATION LIGHT
 AH1328
 AH1328  HISTORY     - Date     Condition        Report By
 AH1328  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1328  HISTORY     - 1949     GOOD             CGS
 AH1328  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1328
 AH1328                          STATION DESCRIPTION
 AH1328
 AH1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1328'RECOVERED.  THE CORRECT NAME FOR THIS STATION IS CORPUS CHRISTI
 AH1328'CHANNEL LIGHT 79.  IT IS ABOUT 2 MILES E OF CORPUS CHRISTI,
 AH1328'IN CORPUS CHRISTI BAY.
 AH1328'
 AH1328'DESCRIBED IN THE 1948 LIGHT LIST AS FOLLOWS--NO. 4532, CORPUS
 AH1328'CHRISTI CHANNEL LIGHT 79, ON S SIDE OF CHANNEL, IN 14 FEET
 AH1328'OF WATER, A BLACK SQUARE SLATTED STRUCTURE ON PILES, 30 FEET
 AH1328'HIGH.  ESTABLISHED 1933.
 AH1328
 AH1328                          STATION RECOVERY (2001)
 AH1328
 AH1328'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1329 ***********************************************************************
 AH1329  DESIGNATION -  CORPUS CHRISTI CHANNEL BCN 12
 AH1329  PID         -  AH1329
 AH1329  STATE/COUNTY-  TX/NUECES
 AH1329  USGS QUAD   -  PORTLAND (1975)
 AH1329
 AH1329                         *CURRENT SURVEY CONTROL
 AH1329  ___________________________________________________________________
 AH1329* NAD 83(1993)-  27 48 41.45599(N)    097 18 03.82201(W)     ADJUSTED  
 AH1329* NAVD 88     -                                                        
 AH1329  ___________________________________________________________________
 AH1329  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH1329  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH1329
 AH1329  HORZ ORDER  -  THIRD
 AH1329
 AH1329.The horizontal coordinates were established by classical geodetic methods
 AH1329.and adjusted by the National Geodetic Survey in February 1996..
 AH1329
 AH1329
 AH1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1329
 AH1329.The geoid height was determined by GEOID03.
 AH1329
 AH1329;                    North         East     Units Scale Factor Converg.
 AH1329;SPC TX S     - 5,238,200.584   418,131.954   MT  0.99999455   +0 32 39.6
 AH1329;SPC TX S     -17,185,663.08  1,371,821.25   sFT  0.99999455   +0 32 39.6
 AH1329;UTM  14      - 3,077,481.082   667,347.604   MT  0.99994568   +0 47 34.3
 AH1329
 AH1329                          SUPERSEDED SURVEY CONTROL
 AH1329
 AH1329  NAD 83(1986)-  27 48 41.46130(N)    097 18 03.80119(W) AD(       ) 4
 AH1329  NAD 27      -  27 48 40.36000(N)    097 18 02.82500(W) AD(       ) 3
 AH1329
 AH1329.Superseded values are not recommended for survey control.
 AH1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1329.See file dsdata.txt to determine how the superseded data were derived.
 AH1329
 AH1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6734877481(NAD 83)
 AH1329_MARKER: 14 = NAVIGATION LIGHT
 AH1329
 AH1329  HISTORY     - Date     Condition        Report By
 AH1329  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1329  HISTORY     - 1949     GOOD             CGS
 AH1329  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1329
 AH1329                          STATION DESCRIPTION
 AH1329
 AH1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1329'RECOVERED.  THE CORRECT NAME FOR THIS STATION IS CORPUS CHRISTI
 AH1329'CHANNEL LIGHT 62.  IT IS ABOUT 6 MILES E OF CORPUS CHRISTI,
 AH1329'IN CORPUS CHRISTI BAY.
 AH1329'
 AH1329'DESCRIBED IN 1948 LIGHT LIST AS FOLLOWS--NO. 4527, CORPUS
 AH1329'CHRISTI CHANNEL LIGHT 62, ON N SIDE OF CHANNEL, IN 14 FEET
 AH1329'OF WATER, A RED SQUARE STRUCTURE ON PILES 30 FEET HIGH.
 AH1329'ESTABLISHED 1933.
 AH1329
 AH1329                          STATION RECOVERY (2001)
 AH1329
 AH1329'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1330 ***********************************************************************
 AH1330  DESIGNATION -  CORPUS CHRISTI CHANNEL BCN 14
 AH1330  PID         -  AH1330
 AH1330  STATE/COUNTY-  TX/NUECES
 AH1330  USGS QUAD   -  PORTLAND (1975)
 AH1330
 AH1330                         *CURRENT SURVEY CONTROL
 AH1330  ___________________________________________________________________
 AH1330* NAD 83(1993)-  27 48 41.13813(N)    097 19 22.10642(W)     ADJUSTED  
 AH1330* NAVD 88     -                                                        
 AH1330  ___________________________________________________________________
 AH1330  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AH1330  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH1330
 AH1330  HORZ ORDER  -  THIRD
 AH1330
 AH1330.The horizontal coordinates were established by classical geodetic methods
 AH1330.and adjusted by the National Geodetic Survey in February 1996..
 AH1330
 AH1330
 AH1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1330
 AH1330.The geoid height was determined by GEOID03.
 AH1330
 AH1330;                    North         East     Units Scale Factor Converg.
 AH1330;SPC TX S     - 5,238,170.629   415,989.497   MT  0.99999453   +0 32 04.0
 AH1330;SPC TX S     -17,185,564.81  1,364,792.21   sFT  0.99999453   +0 32 04.0
 AH1330;UTM  14      - 3,077,441.842   665,205.412   MT  0.99993688   +0 46 57.7
 AH1330
 AH1330                          SUPERSEDED SURVEY CONTROL
 AH1330
 AH1330  NAD 83(1986)-  27 48 41.14362(N)    097 19 22.08567(W) AD(       ) 4
 AH1330  NAD 27      -  27 48 40.03700(N)    097 19 21.11300(W) AD(       ) 3
 AH1330
 AH1330.Superseded values are not recommended for survey control.
 AH1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1330.See file dsdata.txt to determine how the superseded data were derived.
 AH1330
 AH1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6520577442(NAD 83)
 AH1330_MARKER: 14 = NAVIGATION LIGHT
 AH1330
 AH1330  HISTORY     - Date     Condition        Report By
 AH1330  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1330  HISTORY     - 1949     GOOD             CGS
 AH1330  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1330
 AH1330                          STATION DESCRIPTION
 AH1330
 AH1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1330'RECOVERED.  THE CORRECT NAME OF THIS STATION IS CORPUS CHRISTI
 AH1330'CHANNEL LIGHT 68.  IT IS ABOUT 4-1/2 MILES E OF CORPUS CHRISTI,
 AH1330'IN CORPUS CHRISTI BAY.
 AH1330'
 AH1330'DESCRIBED IN 1948 LIGHT LIST AS FOLLOWS--NO. 4529, CORPUS
 AH1330'CHRISTI CHANNEL LIGHT 68, ON N SIDE OF CHANNEL, IN 15 FEET
 AH1330'OF WATER, A RED SQUARE SLATTED STRUCTURE ON PILES 30 FEET
 AH1330'HIGH.  ESTABLISHED 1933.
 AH1330
 AH1330                          STATION RECOVERY (2001)
 AH1330
 AH1330'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1331 ***********************************************************************
 AH1331  DESIGNATION -  CORPUS CHRISTI CHAN LIGHT 55
 AH1331  PID         -  AH1331
 AH1331  STATE/COUNTY-  TX/NUECES
 AH1331  USGS QUAD   -  PORTLAND (1975)
 AH1331
 AH1331                         *CURRENT SURVEY CONTROL
 AH1331  ___________________________________________________________________
 AH1331* NAD 83(1993)-  27 48 36.28080(N)    097 16 45.78264(W)     ADJUSTED  
 AH1331* NAVD 88     -                                                        
 AH1331  ___________________________________________________________________
 AH1331  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AH1331  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AH1331
 AH1331  HORZ ORDER  -  THIRD
 AH1331
 AH1331.The horizontal coordinates were established by classical geodetic methods
 AH1331.and adjusted by the National Geodetic Survey in February 1996..
 AH1331
 AH1331
 AH1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1331
 AH1331.The geoid height was determined by GEOID03.
 AH1331
 AH1331;                    North         East     Units Scale Factor Converg.
 AH1331;SPC TX S     - 5,238,061.763   420,269.333   MT  0.99999420   +0 33 15.0
 AH1331;SPC TX S     -17,185,207.63  1,378,833.64   sFT  0.99999420   +0 33 15.0
 AH1331;UTM  14      - 3,077,351.544   669,485.471   MT  0.99995457   +0 48 10.6
 AH1331
 AH1331                          SUPERSEDED SURVEY CONTROL
 AH1331
 AH1331  NAD 83(1986)-  27 48 36.28770(N)    097 16 45.75808(W) AD(       ) 4
 AH1331  NAD 27      -  27 48 35.19400(N)    097 16 44.79100(W) AD(       ) 3
 AH1331
 AH1331.Superseded values are not recommended for survey control.
 AH1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1331.See file dsdata.txt to determine how the superseded data were derived.
 AH1331
 AH1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6948577352(NAD 83)
 AH1331_MARKER: 14 = NAVIGATION LIGHT
 AH1331
 AH1331  HISTORY     - Date     Condition        Report By
 AH1331  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1331  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1331
 AH1331                          STATION DESCRIPTION
 AH1331
 AH1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1331'LOCATED ON THE S SIDE OF CORPUS CHRISTI CHANNEL, APPROXIMATELY
 AH1331'6.65 MILES E OF THE BREAKWATER AT CORPUS CHRISTI, AND APPROXIMATELY
 AH1331'1.3 MILES W OF THE ENTRANCE TO ENCINAL CHANNEL.
 AH1331'
 AH1331'DESCRIBED IN THE 1948 ATLANTIC COAST LIGHT LIST AS NO. 4524,
 AH1331'BLACK, SQUARE, SLATTED STRUCTURE ON PILES.  ESTABLISHED 1933,
 AH1331'REBUILT 1946.
 AH1331
 AH1331                          STATION RECOVERY (2001)
 AH1331
 AH1331'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1332 ***********************************************************************
 AH1332  DESIGNATION -  CORPUS CHRISTI CHANNEL BCN 25
 AH1332  PID         -  AH1332
 AH1332  STATE/COUNTY-  TX/NUECES
 AH1332  USGS QUAD   -  PORTLAND (1975)
 AH1332
 AH1332                         *CURRENT SURVEY CONTROL
 AH1332  ___________________________________________________________________
 AH1332* NAD 83(1993)-  27 48 35.22322(N)    097 20 39.66204(W)     ADJUSTED  
 AH1332* NAVD 88     -                                                        
 AH1332  ___________________________________________________________________
 AH1332  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AH1332  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH1332
 AH1332  HORZ ORDER  -  THIRD
 AH1332
 AH1332.The horizontal coordinates were established by classical geodetic methods
 AH1332.and adjusted by the National Geodetic Survey in February 1996..
 AH1332
 AH1332
 AH1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1332
 AH1332.The geoid height was determined by GEOID03.
 AH1332
 AH1332;                    North         East     Units Scale Factor Converg.
 AH1332;SPC TX S     - 5,237,968.944   413,868.557   MT  0.99999412   +0 31 28.8
 AH1332;SPC TX S     -17,184,903.11  1,357,833.76   sFT  0.99999412   +0 31 28.8
 AH1332;UTM  14      - 3,077,230.989   663,085.496   MT  0.99992829   +0 46 21.3
 AH1332
 AH1332                          SUPERSEDED SURVEY CONTROL
 AH1332
 AH1332  NAD 83(1986)-  27 48 35.22922(N)    097 20 39.64093(W) AD(       ) 4
 AH1332  NAD 27      -  27 48 34.13700(N)    097 20 38.67400(W) AD(       ) 3
 AH1332
 AH1332.Superseded values are not recommended for survey control.
 AH1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1332.See file dsdata.txt to determine how the superseded data were derived.
 AH1332
 AH1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6308577231(NAD 83)
 AH1332_MARKER: 14 = NAVIGATION LIGHT
 AH1332
 AH1332  HISTORY     - Date     Condition        Report By
 AH1332  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1332  HISTORY     - 1949     GOOD             CGS
 AH1332  HISTORY     - 1988     GOOD             USPSQD
 AH1332  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1332
 AH1332                          STATION DESCRIPTION
 AH1332
 AH1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1332'RECOVERED.  THE CORRECT NAME FOR THIS STATION IS CORPUS CHRISTI
 AH1332'CHANNEL LIGHT 73.
 AH1332'
 AH1332'DESCRIBED IN 1948 LIGHT LIST AS FOLLOWS--NO. 4530, CORPUS
 AH1332'CHRISTI CHANNEL LIGHT 73, ON S SIDE OF CHANNEL, IN 14 FEET OF
 AH1332'WATER, A BLACK SQUARE SLATTED STRUCTURE ON PILES, 30 FEET
 AH1332'HIGH.  ESTABLISHED 1933.
 AH1332
 AH1332                          STATION RECOVERY (1988)
 AH1332
 AH1332'RECOVERY NOTE BY US POWER SQUADRON 1988 (JFS)
 AH1332'RECOVERED IN GOOD CONDITION.
 AH1332
 AH1332                          STATION RECOVERY (2001)
 AH1332
 AH1332'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1333 ***********************************************************************
 AH1333  DESIGNATION -  CORPUS CHRISTI CHANNEL BCN 17
 AH1333  PID         -  AH1333
 AH1333  STATE/COUNTY-  TX/NUECES
 AH1333  USGS QUAD   -  PORTLAND (1975)
 AH1333
 AH1333                         *CURRENT SURVEY CONTROL
 AH1333  ___________________________________________________________________
 AH1333* NAD 83(1993)-  27 48 36.45429(N)    097 15 27.74752(W)     ADJUSTED  
 AH1333* NAVD 88     -                                                        
 AH1333  ___________________________________________________________________
 AH1333  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1333  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH1333
 AH1333  HORZ ORDER  -  THIRD
 AH1333
 AH1333.The horizontal coordinates were established by classical geodetic methods
 AH1333.and adjusted by the National Geodetic Survey in February 1996..
 AH1333
 AH1333
 AH1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1333
 AH1333.The geoid height was determined by GEOID03.
 AH1333
 AH1333;                    North         East     Units Scale Factor Converg.
 AH1333;SPC TX S     - 5,238,087.944   422,405.026   MT  0.99999421   +0 33 50.4
 AH1333;SPC TX S     -17,185,293.53  1,385,840.49   sFT  0.99999421   +0 33 50.4
 AH1333;UTM  14      - 3,077,387.001   671,620.955   MT  0.99996356   +0 48 47.0
 AH1333
 AH1333                          SUPERSEDED SURVEY CONTROL
 AH1333
 AH1333  NAD 83(1986)-  27 48 36.46077(N)    097 15 27.72435(W) AD(       ) 4
 AH1333  NAD 27      -  27 48 35.36500(N)    097 15 26.75800(W) AD(       ) 3
 AH1333
 AH1333.Superseded values are not recommended for survey control.
 AH1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1333.See file dsdata.txt to determine how the superseded data were derived.
 AH1333
 AH1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7162177387(NAD 83)
 AH1333_MARKER: 14 = NAVIGATION LIGHT
 AH1333
 AH1333  HISTORY     - Date     Condition        Report By
 AH1333  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1333  HISTORY     - 1949     GOOD             CGS
 AH1333  HISTORY     - 1988     GOOD             USPSQD
 AH1333  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1333
 AH1333                          STATION DESCRIPTION
 AH1333
 AH1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1333'THE CORRECT NAME FOR THIS STATION IS CORPUS CHRISTI CHANNEL
 AH1333'LIGHT 49.  IT IS ABOUT 8-1/2 MILES E OF CORPUS CHRISTI, IN
 AH1333'CORPUS CHRISTI BAY.
 AH1333'
 AH1333'DESCRIBED IN THE 1948 LIGHT LIST AS FOLLOWS--NO. 4522, CORPUS
 AH1333'CHRISTI CHANNEL LIGHT 49, ON S SIDE OF CHANNEL, IN 13 FEET OF WATER,
 AH1333'A BLACK SQUARE SLATTED STRUCTURE ON PILES, 30 FEET HIGH.
 AH1333'ESTABLISHED 1933.
 AH1333
 AH1333                          STATION RECOVERY (1988)
 AH1333
 AH1333'RECOVERY NOTE BY US POWER SQUADRON 1988 (JFS)
 AH1333'RECOVERED IN GOOD CONDITION.
 AH1333
 AH1333                          STATION RECOVERY (2001)
 AH1333
 AH1333'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1334 ***********************************************************************
 AH1334  DESIGNATION -  CORPUS CHRISTI CHAN LIGHT 50
 AH1334  PID         -  AH1334
 AH1334  STATE/COUNTY-  TX/NUECES
 AH1334  USGS QUAD   -  PORTLAND (1975)
 AH1334
 AH1334                         *CURRENT SURVEY CONTROL
 AH1334  ___________________________________________________________________
 AH1334* NAD 83(1993)-  27 48 41.76442(N)    097 15 27.77997(W)     ADJUSTED  
 AH1334* NAVD 88     -                                                        
 AH1334  ___________________________________________________________________
 AH1334  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1334  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH1334
 AH1334  HORZ ORDER  -  THIRD
 AH1334
 AH1334.The horizontal coordinates were established by classical geodetic methods
 AH1334.and adjusted by the National Geodetic Survey in February 1996..
 AH1334
 AH1334
 AH1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1334
 AH1334.The geoid height was determined by GEOID03.
 AH1334
 AH1334;                    North         East     Units Scale Factor Converg.
 AH1334;SPC TX S     - 5,238,251.385   422,402.529   MT  0.99999457   +0 33 50.4
 AH1334;SPC TX S     -17,185,829.75  1,385,832.30   sFT  0.99999457   +0 33 50.4
 AH1334;UTM  14      - 3,077,550.425   671,617.748   MT  0.99996354   +0 48 47.1
 AH1334
 AH1334                          SUPERSEDED SURVEY CONTROL
 AH1334
 AH1334  NAD 83(1986)-  27 48 41.77088(N)    097 15 27.75583(W) AD(       ) 4
 AH1334  NAD 27      -  27 48 40.67700(N)    097 15 26.78900(W) AD(       ) 3
 AH1334
 AH1334.Superseded values are not recommended for survey control.
 AH1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1334.See file dsdata.txt to determine how the superseded data were derived.
 AH1334
 AH1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7161877550(NAD 83)
 AH1334_MARKER: 14 = NAVIGATION LIGHT
 AH1334
 AH1334  HISTORY     - Date     Condition        Report By
 AH1334  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1334  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1334
 AH1334                          STATION DESCRIPTION
 AH1334
 AH1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1334'LOCATED ON N SIDE OF CORPUS CHRISTI CHANNEL, APPROXIMATELY
 AH1334'2.0 MILES W OF THE ENTRANCE TO ENCINAL CHANNEL.
 AH1334'
 AH1334'DESCRIBED IN THE 1948 ATLANTIC COAST LIGHT LIST AS--NO. 4523,
 AH1334'RED, SQUARE, PYRAMIDAL, STRUCTURE ON PILES.  ESTABLISHED 1942.
 AH1334
 AH1334                          STATION RECOVERY (2001)
 AH1334
 AH1334'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1346 ***********************************************************************
 AH1346  DESIGNATION -  CORPUS CHRISTI CHAN LIGHT 85
 AH1346  PID         -  AH1346
 AH1346  STATE/COUNTY-  TX/NUECES
 AH1346  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1346
 AH1346                         *CURRENT SURVEY CONTROL
 AH1346  ___________________________________________________________________
 AH1346* NAD 83(1993)-  27 48 34.75229(N)    097 23 17.85953(W)     ADJUSTED  
 AH1346* NAVD 88     -                                                        
 AH1346  ___________________________________________________________________
 AH1346  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1346  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH1346
 AH1346  HORZ ORDER  -  THIRD
 AH1346
 AH1346.The horizontal coordinates were established by classical geodetic methods
 AH1346.and adjusted by the National Geodetic Survey in February 1996..
 AH1346
 AH1346
 AH1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1346
 AH1346.The geoid height was determined by GEOID03.
 AH1346
 AH1346;                    North         East     Units Scale Factor Converg.
 AH1346;SPC TX S     - 5,237,915.552   409,538.929   MT  0.99999409   +0 30 17.0
 AH1346;SPC TX S     -17,184,727.94  1,343,628.97   sFT  0.99999409   +0 30 17.0
 AH1346;UTM  14      - 3,077,158.890   658,756.462   MT  0.99991109   +0 45 07.5
 AH1346
 AH1346                          SUPERSEDED SURVEY CONTROL
 AH1346
 AH1346  NAD 83(1986)-  27 48 34.75948(N)    097 23 17.83509(W) AD(       ) 4
 AH1346  NAD 27      -  27 48 33.67000(N)    097 23 16.85300(W) AD(       ) 3
 AH1346
 AH1346.Superseded values are not recommended for survey control.
 AH1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1346.See file dsdata.txt to determine how the superseded data were derived.
 AH1346
 AH1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5875677159(NAD 83)
 AH1346_MARKER: 14 = NAVIGATION LIGHT
 AH1346
 AH1346  HISTORY     - Date     Condition        Report By
 AH1346  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1346  HISTORY     - 1964     GOOD             CGS
 AH1346
 AH1346                          STATION DESCRIPTION
 AH1346
 AH1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1346'OFF THE ENTRANCE TO CORPUS CHRISTI HARBOR, IN CORPUS CHRISTI BAY,
 AH1346'100 FEET E OF THE BREAKWATER AT S SIDE OF OPENING.
 AH1346'
 AH1346'DESCRIBED IN THE 1948 LIGHT LIST AS FOLLOWS--NO. 4534, CORPUS
 AH1346'CHRISTI CHANNEL LIGHT 85, ON S SIDE OF CHANNEL, IN 7 FEET
 AH1346'OF WATER, A BLACK SQUARE SLATTED STRUCTURE ON PILES, 30 FEET
 AH1346'HIGH.  ESTABLISHED 1933, REBUILT 1944.
 AH1346
 AH1346                          STATION RECOVERY (1964)
 AH1346
 AH1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1346'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT
 AH1346'IS SHOWN AS 7815 IN THE LIST OF LIGHTS VOL. II, ATLANTIC AND
 AH1346'GULF COASTS 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9538 ***********************************************************************
 AF9538  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9538  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9538  DESIGNATION -  CORPUS CHRISTI CORS ARP
 AF9538  CORS_ID     -  CORC
 AF9538  PID         -  AF9538
 AF9538  STATE/COUNTY-  TX/NUECES
 AF9538  USGS QUAD   -  OSO CREEK NW (1975)
 AF9538
 AF9538                         *CURRENT SURVEY CONTROL
 AF9538  ___________________________________________________________________
 AF9538* NAD 83(CORS)-  27 44 26.85433(N)    097 26 30.01085(W)     ADJUSTED  
 AF9538* NAVD 88     -        17.33   (meters)      56.9    (feet)  GPS OBS   
 AF9538  ___________________________________________________________________
 AF9538  EPOCH DATE  -        2002.00
 AF9538  X           -    -731,658.397 (meters)                     COMP
 AF9538  Y           -  -5,601,558.479 (meters)                     COMP
 AF9538  Z           -   2,951,108.286 (meters)                     COMP
 AF9538  ELLIP HEIGHT-          -9.05  (meters)          (03/??/02) GPS OBS
 AF9538  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AF9538
 AF9538  HORZ ORDER  -  SPECIAL (CORS)
 AF9538  ELLP ORDER  -  SPECIAL (CORS)
 AF9538
 AF9538.ITRF positions are available for this station.
 AF9538.The coordinates were established by GPS observations
 AF9538.and adjusted by the National Geodetic Survey in March 2002..
 AF9538.The coordinates are valid at the epoch date displayed above.
 AF9538.The epoch date for horizontal control is a decimal equivalence
 AF9538.of Year/Month/Day.
 AF9538
 AF9538.The orthometric height was determined by GPS observations and a
 AF9538.high-resolution geoid model using precise GPS observation and
 AF9538.processing techniques.
 AF9538
 AF9538.The PID for the CORS L1 Phase Center is AB6380.
 AF9538
 AF9538.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9538
 AF9538.The ellipsoidal height was determined by GPS observations
 AF9538.and is referenced to NAD 83.
 AF9538
 AF9538.The geoid height was determined by GEOID03.
 AF9538
 AF9538;                    North         East     Units Scale Factor Converg.
 AF9538;SPC TX S     - 5,230,239.873   404,343.849   MT  0.99997788   +0 28 49.8
 AF9538;SPC TX S     -17,159,545.32  1,326,584.78   sFT  0.99997788   +0 28 49.8
 AF9538
 AF9538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9538!SPC TX S     -   1.00000142  x   0.99997788  =   0.99997930
 AF9538
 AF9538                          SUPERSEDED SURVEY CONTROL
 AF9538
 AF9538  NAD 83(CORS)-  27 44 26.85398(N)    097 26 30.01087(W) AD(1997.00) c
 AF9538  ELLIP H (04/??/00)   -9.03   (m)                       GP(1997.00) c c
 AF9538  NAD 83(CORS)-  27 44 26.85386(N)    097 26 30.01104(W) AD(1997.00) c
 AF9538  NAD 83(CORS)-  27 44 26.85386(N)    097 26 30.01104(W) AD(1996.00) c
 AF9538  ELLIP H (04/??/96)   -9.00   (m)                       GP(1997.00) c c
 AF9538  ELLIP H (04/??/96)   -9.00   (m)                       GP(1996.00) c c
 AF9538
 AF9538.Superseded values are not recommended for survey control.
 AF9538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9538.See file dsdata.txt to determine how the superseded data were derived.
 AF9538
 AF9538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5359569462(NAD 83)
 AF9538_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9538
 AF9538                          STATION DESCRIPTION
 AF9538
 AF9538'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9538'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9538'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9538'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9538'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9538'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1570 ***********************************************************************
 AH1570  DESIGNATION -  CORPUS CHRISTI CUDDIHY CONT TR
 AH1570  PID         -  AH1570
 AH1570  STATE/COUNTY-  TX/NUECES
 AH1570  USGS QUAD   -  PETRONILA NE (1975)
 AH1570
 AH1570                         *CURRENT SURVEY CONTROL
 AH1570  ___________________________________________________________________
 AH1570* NAD 83(1993)-  27 43 25.75081(N)    097 30 40.37063(W)     ADJUSTED  
 AH1570* NAVD 88     -                                                        
 AH1570  ___________________________________________________________________
 AH1570  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1570  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AH1570
 AH1570  HORZ ORDER  -  THIRD
 AH1570
 AH1570.The horizontal coordinates were established by classical geodetic methods
 AH1570.and adjusted by the National Geodetic Survey in February 1996..
 AH1570
 AH1570
 AH1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1570
 AH1570.The geoid height was determined by GEOID03.
 AH1570
 AH1570;                    North         East     Units Scale Factor Converg.
 AH1570;SPC TX S     - 5,228,303.478   397,502.149   MT  0.99997411   +0 26 56.1
 AH1570;SPC TX S     -17,153,192.33  1,304,138.30   sFT  0.99997411   +0 26 56.1
 AH1570;UTM  14      - 3,067,496.243   646,762.134   MT  0.99986586   +0 41 33.8
 AH1570
 AH1570                          SUPERSEDED SURVEY CONTROL
 AH1570
 AH1570  NAD 83(1986)-  27 43 25.75975(N)    097 30 40.35179(W) AD(       ) 4
 AH1570  NAD 27      -  27 43 24.65300(N)    097 30 39.37500(W) AD(       ) 3
 AH1570
 AH1570.Superseded values are not recommended for survey control.
 AH1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1570.See file dsdata.txt to determine how the superseded data were derived.
 AH1570
 AH1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4676267496(NAD 83)
 AH1570_MARKER: 58 = CONTROL TOWER
 AH1570
 AH1570  HISTORY     - Date     Condition        Report By
 AH1570  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1570  HISTORY     - 1963     GOOD             CGS
 AH1570  HISTORY     - 20010728 GOOD             USPSQD
 AH1570  HISTORY     - 20020628 GOOD             USPSQD
 AH1570
 AH1570                          STATION DESCRIPTION
 AH1570
 AH1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1570'THE STATION IS LOCATED AT CUDDIHY FIELD, SOUTHWEST OF CORPUS
 AH1570'CHRISTI AND 6.4 MILES SOUTH OF THE INTERSECTION OF STATE
 AH1570'HIGHWAY 44 AND FARM ROAD 665.
 AH1570'
 AH1570'THE STATION IS THE BEACON ATOP THE CONTROL TOWER AT THE
 AH1570'SOUTHEAST CORNER OF THE MOST SOUTHERLY HANGER OF THE AIRPORT.  IT
 AH1570'IS ABOUT 60 FEET HIGH AND THE POINT OBSERVED UPON WAS THE
 AH1570'CENTER OF THE BEACON.
 AH1570
 AH1570                          STATION RECOVERY (1963)
 AH1570
 AH1570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AH1570'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 AH1570
 AH1570                          STATION RECOVERY (2001)
 AH1570
 AH1570'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH1570'RECOVERED IN GOOD CONDITION.
 AH1570
 AH1570                          STATION RECOVERY (2002)
 AH1570
 AH1570'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH1570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1573 ***********************************************************************
 AH1573  DESIGNATION -  CORPUS CHRISTI CUDDIHY FLD STK
 AH1573  PID         -  AH1573
 AH1573  STATE/COUNTY-  TX/NUECES
 AH1573  USGS QUAD   -  PETRONILA NE (1975)
 AH1573
 AH1573                         *CURRENT SURVEY CONTROL
 AH1573  ___________________________________________________________________
 AH1573* NAD 83(1993)-  27 43 37.91734(N)    097 30 48.92233(W)     ADJUSTED  
 AH1573* NAVD 88     -                                                        
 AH1573  ___________________________________________________________________
 AH1573  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AH1573  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH1573
 AH1573  HORZ ORDER  -  THIRD
 AH1573
 AH1573.The horizontal coordinates were established by classical geodetic methods
 AH1573.and adjusted by the National Geodetic Survey in February 1996..
 AH1573
 AH1573
 AH1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1573
 AH1573.The geoid height was determined by GEOID03.
 AH1573
 AH1573;                    North         East     Units Scale Factor Converg.
 AH1573;SPC TX S     - 5,228,676.133   397,264.986   MT  0.99997485   +0 26 52.2
 AH1573;SPC TX S     -17,154,414.95  1,303,360.21   sFT  0.99997485   +0 26 52.2
 AH1573;UTM  14      - 3,067,867.845   646,523.414   MT  0.99986500   +0 41 30.1
 AH1573
 AH1573                          SUPERSEDED SURVEY CONTROL
 AH1573
 AH1573  NAD 83(1986)-  27 43 37.92597(N)    097 30 48.90281(W) AD(       ) 4
 AH1573  NAD 27      -  27 43 36.83000(N)    097 30 47.92000(W) AD(       ) 3
 AH1573
 AH1573.Superseded values are not recommended for survey control.
 AH1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1573.See file dsdata.txt to determine how the superseded data were derived.
 AH1573
 AH1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4652367868(NAD 83)
 AH1573_MARKER: 63 = STACK
 AH1573
 AH1573  HISTORY     - Date     Condition        Report By
 AH1573  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1573  HISTORY     - 20010728 GOOD             USPSQD
 AH1573  HISTORY     - 20020628 GOOD             USPSQD
 AH1573
 AH1573                          STATION DESCRIPTION
 AH1573
 AH1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1573'THE STATION IS LOCATED AT CUDDIHY FIELD, SOUTHWEST OF CORPUS
 AH1573'CHRISTI AND 6.4 MILES SOUTH OF THE INTERSECTION OF STATE
 AH1573'HIGHWAY 44 AND FARM ROAD 665.  IT IS IN THE SOUTHEAST
 AH1573'INTERSECTION OF TWO STREETS, 90 FEET EAST OF THE NORTH-SOUTH
 AH1573'STREET, 120 FEET SOUTH OF THE EAST-WEST STREET AND DIRECTLY
 AH1573'ACROSS THE STREET FROM THE SWIMMING POOL.
 AH1573'
 AH1573'IT IS A YELLOW BRICK STACK WITH A RING OF RED ODSTRUCTION
 AH1573'LIGHTS AROUND THE TOP AND IS ABOUT 90 FEET HIGH.
 AH1573
 AH1573                          STATION RECOVERY (2001)
 AH1573
 AH1573'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH1573'RECOVERED IN GOOD CONDITION.
 AH1573
 AH1573                          STATION RECOVERY (2002)
 AH1573
 AH1573'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1157 ***********************************************************************
 AH1157  DESIGNATION -  CORPUS CHRISTI F RNG LT
 AH1157  PID         -  AH1157
 AH1157  STATE/COUNTY-  TX/NUECES
 AH1157  USGS QUAD   -  PORT ARANSAS (1975)
 AH1157
 AH1157                         *CURRENT SURVEY CONTROL
 AH1157  ___________________________________________________________________
 AH1157* NAD 83(1993)-  27 50 41.07483(N)    097 03 17.70020(W)     ADJUSTED  
 AH1157* NAVD 88     -                                                        
 AH1157  ___________________________________________________________________
 AH1157  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH1157  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH1157
 AH1157  HORZ ORDER  -  THIRD
 AH1157
 AH1157.The horizontal coordinates were established by classical geodetic methods
 AH1157.and adjusted by the National Geodetic Survey in February 1996..
 AH1157
 AH1157
 AH1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1157
 AH1157.The geoid height was determined by GEOID03.
 AH1157
 AH1157;                    North         East     Units Scale Factor Converg.
 AH1157;SPC TX S     - 5,242,136.553   442,341.598   MT  1.00000291   +0 39 21.9
 AH1157;SPC TX S     -17,198,576.34  1,451,249.06   sFT  1.00000291   +0 39 21.9
 AH1157;SPC TXSC     - 4,002,858.188   791,624.658   MT  1.00019810   +0 57 10.5
 AH1157;SPC TXSC     -13,132,710.57  2,597,188.57   sFT  1.00019810   +0 57 10.5
 AH1157;UTM  14      - 3,081,522.895   691,539.787   MT  1.00005285   +0 54 31.6
 AH1157
 AH1157                          SUPERSEDED SURVEY CONTROL
 AH1157
 AH1157  NAD 83(1986)-  27 50 41.08309(N)    097 03 17.67695(W) AD(       ) 4
 AH1157  NAD 27      -  27 50 40.07169(N)    097 03 16.67914(W) AD(       ) 3
 AH1157
 AH1157.Superseded values are not recommended for survey control.
 AH1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1157.See file dsdata.txt to determine how the superseded data were derived.
 AH1157
 AH1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9154081523(NAD 83)
 AH1157_MARKER: 14 = NAVIGATION LIGHT
 AH1157
 AH1157  HISTORY     - Date     Condition        Report By
 AH1157  HISTORY     - 1970     FIRST OBSERVED   NGS
 AH1157  HISTORY     - 19910703 GOOD             USPSQD
 AH1157
 AH1157                          STATION DESCRIPTION
 AH1157
 AH1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (ALP)
 AH1157'THE LIGHT IS LOCATED IN THE WATER JUST OFF THE SOUTHWEST TIP OF
 AH1157'ST. JOSEPHS ISLAND WHICH IS ABOUT 0.2 MILE NORTH OF PORT ARANSAS.
 AH1157'THE LIGHT IS ON TOP OF A FOUR LEGGED STEEL STRUCTURE.
 AH1157'
 AH1157'NOTE--THIS LIGHT REPLACES THE LIGHT OF THE SAME NAME THAT WAS
 AH1157'TRIANGULATED IN 1949 AND TORN DOWN IN 1967.
 AH1157
 AH1157                          STATION RECOVERY (1991)
 AH1157
 AH1157'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AH1157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1628 ***********************************************************************
 AH1628  DESIGNATION -  CORPUS CHRISTI HARBOR RNG F LT
 AH1628  PID         -  AH1628
 AH1628  STATE/COUNTY-  TX/NUECES
 AH1628  USGS QUAD   -  PORTLAND (1975)
 AH1628
 AH1628                         *CURRENT SURVEY CONTROL
 AH1628  ___________________________________________________________________
 AH1628* NAD 83(1993)-  27 48 28.01423(N)    097 22 03.34763(W)     ADJUSTED  
 AH1628* NAVD 88     -                                                        
 AH1628  ___________________________________________________________________
 AH1628  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1628  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH1628
 AH1628  HORZ ORDER  -  THIRD
 AH1628
 AH1628.The horizontal coordinates were established by classical geodetic methods
 AH1628.and adjusted by the National Geodetic Survey in February 1996..
 AH1628
 AH1628
 AH1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1628
 AH1628.The geoid height was determined by GEOID03.
 AH1628
 AH1628;                    North         East     Units Scale Factor Converg.
 AH1628;SPC TX S     - 5,237,726.281   411,580.133   MT  0.99999363   +0 30 50.8
 AH1628;SPC TX S     -17,184,106.97  1,350,325.82   sFT  0.99999363   +0 30 50.8
 AH1628;UTM  14      - 3,076,978.451   660,798.303   MT  0.99991915   +0 45 42.1
 AH1628
 AH1628                          SUPERSEDED SURVEY CONTROL
 AH1628
 AH1628  NAD 83(1986)-  27 48 28.01648(N)    097 22 03.32527(W) AD(       ) 4
 AH1628
 AH1628.Superseded values are not recommended for survey control.
 AH1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1628.See file dsdata.txt to determine how the superseded data were derived.
 AH1628
 AH1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6079876978(NAD 83)
 AH1628_MARKER: 15 = RANGE MARKER
 AH1628
 AH1628  HISTORY     - Date     Condition        Report By
 AH1628  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1628  HISTORY     - 20010730 GOOD             USPSQD
 AH1628
 AH1628                          STATION DESCRIPTION
 AH1628
 AH1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1628'THE STATION, CORPUS CHRISTI HARBOR OUTER RANGE FRONT LIGHT
 AH1628'IS LOCATED ABOUT 3.2 KM (2 MI) EAST OF DOWNTOWN CORPUS CHRISTI,
 AH1628'3.4 KM (2.1 MI) SOUTHEAST OF RINCON POINT AND ON THE SOUTH SIDE OF
 AH1628'THE SHIP CHANNEL.
 AH1628'OWNERSHIP--COAST GUARD AIDS TO NAVIGATION TEAM, 1201 NAVIGATION,
 AH1628'CORPUS CHRISTI TX, PHONE 512-888-3175.
 AH1628'
 AH1628'TO REACH THE STATION IS BY BOAT. SEE GENERAL LOCATION.
 AH1628'
 AH1628'THE LANDMARK IS THE CENTER OF THE DIRECTIONAL LIGHT ON A POLE TOP
 AH1628'CENTER ON A SQUARE FOUR LEGGED STEEL TOWER SET ON A WOODEN PLATFORM
 AH1628'ON PILINGS. AN ORANGE AND WHITE VERTICAL RECTANGULAR DAYMARK FACES
 AH1628'WEST. LIGHT IS LISTED AT 8 METERS (25 FT) ABOVE THE WATER. STATION
 AH1628'IS CARRIED IN THE 1984 USCG LIGHT LIST AS NUMBER 3344.
 AH1628'
 AH1628'DESCRIBED BY G. R. HEID.
 AH1628
 AH1628                          STATION RECOVERY (2001)
 AH1628
 AH1628'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6851 ***********************************************************************
 AW6851  DESIGNATION -  CORPUS CHRISTI HOUST AWY BN 14
 AW6851  PID         -  AW6851
 AW6851  STATE/COUNTY-  TX/BRAZORIA
 AW6851  USGS QUAD   -  DAMON (1980)
 AW6851
 AW6851                         *CURRENT SURVEY CONTROL
 AW6851  ___________________________________________________________________
 AW6851* NAD 83(1993)-  29 16 38.00754(N)    095 42 36.82547(W)     ADJUSTED  
 AW6851* NAVD 88     -                                                        
 AW6851  ___________________________________________________________________
 AW6851  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AW6851  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW6851
 AW6851  HORZ ORDER  -  THIRD
 AW6851
 AW6851.The horizontal coordinates were established by classical geodetic methods
 AW6851.and adjusted by the National Geodetic Survey in February 1996..
 AW6851
 AW6851
 AW6851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6851
 AW6851.The geoid height was determined by GEOID03.
 AW6851
 AW6851;                    North         East     Units Scale Factor Converg.
 AW6851;SPC TXSC     - 4,164,516.743   919,606.892   MT  0.99986375   +1 36 42.1
 AW6851;SPC TXSC     -13,663,085.35  3,017,076.94   sFT  0.99986375   +1 36 42.1
 AW6851;UTM  15      - 3,241,747.417   236,679.693   MT  1.00045568   -1 19 34.2
 AW6851
 AW6851                          SUPERSEDED SURVEY CONTROL
 AW6851
 AW6851  NAD 83(1986)-  29 16 38.02013(N)    095 42 36.80803(W) AD(       ) 4
 AW6851  NAD 27      -  29 16 37.13274(N)    095 42 35.98867(W) AD(       ) 3
 AW6851
 AW6851.Superseded values are not recommended for survey control.
 AW6851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6851.See file dsdata.txt to determine how the superseded data were derived.
 AW6851
 AW6851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3668041747(NAD 83)
 AW6851_MARKER: 22 = AIRWAY BEACON
 AW6851
 AW6851  HISTORY     - Date     Condition        Report By
 AW6851  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6851  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW6851
 AW6851                          STATION DESCRIPTION
 AW6851
 AW6851'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6851'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF DAMON.
 AW6851'IT IS 40 FEET SOUTH OF THE CENTER OF A ROCK ROAD AND 40 FEET
 AW6851'SOUTHEAST OF A TELEPHONE POLE.  IT IS A 4 LEGGED STEEL STRUCTURE
 AW6851'SUPPORTING THE BEACON PROPER AND THE OVERALL HEIGHT IS
 AW6851'ABOUT 50 FEET.
 AW6851'
 AW6851'TO REACH THE STATION FROM THE POST OFFICE IN DAMON, GO EAST
 AW6851'ON A PAVED STREET FOR 0.35 MILE TO STATE HIGHWAY 36.  TURN
 AW6851'RIGHT ON STATE HIGHWAY 36 AND GO SOUTH FOR 1.1 MILES TO A
 AW6851'T ROAD LEFT, TURN LEFT AND FOLLOW A ROCK ROAD EAST FOR 0.75
 AW6851'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AW6851'
 AW6851'THE BEACON PROPER WAS OBSERVED.
 AW6851
 AW6851                          STATION RECOVERY (1994)
 AW6851
 AW6851'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1236 ***********************************************************************
 AH1236  DESIGNATION -  CORPUS CHRISTI NAS RADAR FPS 8
 AH1236  PID         -  AH1236
 AH1236  STATE/COUNTY-  TX/NUECES
 AH1236  USGS QUAD   -  OSO CREEK NE (1975)
 AH1236
 AH1236                         *CURRENT SURVEY CONTROL
 AH1236  ___________________________________________________________________
 AH1236* NAD 83(1993)-  27 41 32.90129(N)    097 16 53.79794(W)     ADJUSTED  
 AH1236* NAVD 88     -                                                        
 AH1236  ___________________________________________________________________
 AH1236  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1236  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AH1236
 AH1236  HORZ ORDER  -  THIRD
 AH1236
 AH1236.The horizontal coordinates were established by classical geodetic methods
 AH1236.and adjusted by the National Geodetic Survey in February 1996..
 AH1236
 AH1236
 AH1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1236
 AH1236.The geoid height was determined by GEOID03.
 AH1236
 AH1236;                    North         East     Units Scale Factor Converg.
 AH1236;SPC TX S     - 5,225,028.008   420,175.778   MT  0.99996737   +0 33 11.4
 AH1236;SPC TX S     -17,142,446.06  1,378,526.70   sFT  0.99996737   +0 33 11.4
 AH1236;UTM  14      - 3,064,317.844   669,448.149   MT  0.99995442   +0 47 55.6
 AH1236
 AH1236                          SUPERSEDED SURVEY CONTROL
 AH1236
 AH1236  NAD 83(1986)-  27 41 32.91075(N)    097 16 53.77273(W) AD(       ) 4
 AH1236  NAD 27      -  27 41 31.79200(N)    097 16 52.80800(W) AD(       ) 3
 AH1236
 AH1236.Superseded values are not recommended for survey control.
 AH1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1236.See file dsdata.txt to determine how the superseded data were derived.
 AH1236
 AH1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6944864318(NAD 83)
 AH1236_MARKER: 25 = RADAR ANTENNA
 AH1236_SETTING: 0 = UNSPECIFIED SETTING
 AH1236
 AH1236  HISTORY     - Date     Condition        Report By
 AH1236  HISTORY     - 1963     FIRST OBSERVED   CGS
 AH1236  HISTORY     - 1978     GOOD             NGS
 AH1236  HISTORY     - 1984     GOOD             USPSQD
 AH1236  HISTORY     - 19860628 GOOD             USPSQD
 AH1236  HISTORY     - 1991     GOOD             USPSQD
 AH1236  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1236
 AH1236                          STATION DESCRIPTION
 AH1236
 AH1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AH1236'THE STATION IS THE CENTER OF THE TOP OF THE REVOLVING WEATHER
 AH1236'RADAR ANTENNA LOCATED ON THE CORPUS CHRISTI, U.S. NAVAL AIR
 AH1236'STATION AT THE NORTHEAST CORNER OF HANGAR 58.  THE OVERALL
 AH1236'HEIGHT IS 70 FEET ABOVE THE GROUND.
 AH1236
 AH1236                          STATION RECOVERY (1978)
 AH1236
 AH1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 AH1236'STATION RECOVERED AS DESCRIBED.
 AH1236
 AH1236                          STATION RECOVERY (1984)
 AH1236
 AH1236'RECOVERY NOTE BY US POWER SQUADRON 1984 (RLS)
 AH1236'NAS RADAR - FPS 8 - AS DESCRIBED.
 AH1236
 AH1236                          STATION RECOVERY (1986)
 AH1236
 AH1236'RECOVERY NOTE BY US POWER SQUADRON 1986 (RLS)
 AH1236'RECOVERED IN GOOD CONDITION.
 AH1236
 AH1236                          STATION RECOVERY (1991)
 AH1236
 AH1236'RECOVERY NOTE BY US POWER SQUADRON 1991 (GG)
 AH1236'RECOVERED IN GOOD CONDITION.
 AH1236
 AH1236                          STATION RECOVERY (2001)
 AH1236
 AH1236'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1239 ***********************************************************************
 AH1239  DESIGNATION -  CORPUS CHRISTI NAS WATER TANK
 AH1239  PID         -  AH1239
 AH1239  STATE/COUNTY-  TX/NUECES
 AH1239  USGS QUAD   -  OSO CREEK NE (1975)
 AH1239
 AH1239                         *CURRENT SURVEY CONTROL
 AH1239  ___________________________________________________________________
 AH1239* NAD 83(1993)-  27 41 38.93084(N)    097 16 06.74863(W)     ADJUSTED  
 AH1239* NAVD 88     -        41.     (meters)     135.     (feet)  VERTCON   
 AH1239  ___________________________________________________________________
 AH1239  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH1239  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AH1239
 AH1239  HORZ ORDER  -  THIRD
 AH1239
 AH1239.The horizontal coordinates were established by classical geodetic methods
 AH1239.and adjusted by the National Geodetic Survey in February 1996..
 AH1239
 AH1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1239
 AH1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1239
 AH1239.The geoid height was determined by GEOID03.
 AH1239
 AH1239;                    North         East     Units Scale Factor Converg.
 AH1239;SPC TX S     - 5,225,226.105   421,463.012   MT  0.99996772   +0 33 32.7
 AH1239;SPC TX S     -17,143,095.98  1,382,749.90   sFT  0.99996772   +0 33 32.7
 AH1239;UTM  14      - 3,064,521.458   670,734.508   MT  0.99995982   +0 48 17.6
 AH1239
 AH1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1239!SPC TX S     -   0.99999769  x   0.99996772  =   0.99996541
 AH1239!UTM  14      -   0.99999769  x   0.99995982  =   0.99995751
 AH1239
 AH1239                          SUPERSEDED SURVEY CONTROL
 AH1239
 AH1239  NAD 83(1986)-  27 41 38.94064(N)    097 16 06.72382(W) AD(       ) 4
 AH1239  NAD 27      -  27 41 37.82400(N)    097 16 05.75900(W) AD(       ) 3
 AH1239  NGVD 29 (06/28/90)   41.     (m)          135.     (f) VERT ANG       
 AH1239
 AH1239.Superseded values are not recommended for survey control.
 AH1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1239.See file dsdata.txt to determine how the superseded data were derived.
 AH1239
 AH1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7073564521(NAD 83)
 AH1239_MARKER: 53 = ELEVATED TANK
 AH1239_SETTING: 0 = UNSPECIFIED SETTING
 AH1239_MARK LOGO: CGS   
 AH1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1239+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1239
 AH1239  HISTORY     - Date     Condition        Report By
 AH1239  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1239  HISTORY     - 1949     GOOD             CGS
 AH1239  HISTORY     - 1963     GOOD             CGS
 AH1239  HISTORY     - 1980     GOOD             NGS
 AH1239  HISTORY     - 1984     GOOD             USPSQD
 AH1239  HISTORY     - 1985     GOOD             NGS
 AH1239  HISTORY     - 19860628 GOOD             USPSQD
 AH1239  HISTORY     - 1988     GOOD             NOS
 AH1239  HISTORY     - 19890215 GOOD             NOS
 AH1239  HISTORY     - 19891019 GOOD             NOS
 AH1239  HISTORY     - 19970726 GOOD             USPSQD
 AH1239  HISTORY     - 20010728 GOOD             USPSQD
 AH1239
 AH1239                          STATION DESCRIPTION
 AH1239
 AH1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1239'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF CORPUS
 AH1239'CHRISTI, ALONG OCEAN DRIVE, AT THE U.S. NAVAL AIR STATION.
 AH1239'IT IS ABOUT THE CENTER OF THE NAVAL AIR STATION IN AN EAST-WEST
 AH1239'DIRECTION.  IT IS LOCATED IN THE SOUTHWEST CORNER OF THE
 AH1239'INTERSECTION OF LEXINGTON BOULEVARD AND AVENUE D, 90 FEET
 AH1239'WEST OF LEXINGTON BOULEVARD, 90 FEET SOUTH OF AVENUE D AND
 AH1239'78 FEET EAST OF THE LIBRARY.
 AH1239'
 AH1239'THE TANK IS PAINTED IN ORANGE AND WHITE CHECKS AND IS ABOUT
 AH1239'125 FEET HIGH.
 AH1239
 AH1239                          STATION RECOVERY (1949)
 AH1239
 AH1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 AH1239'RECOVERED IN GOOD CONDITION.
 AH1239
 AH1239                          STATION RECOVERY (1963)
 AH1239
 AH1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AH1239'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK
 AH1239'LOCATED ON THE CORPUS CHRISTI, U.S. NAVAL AIR STATION JUST
 AH1239'SOUTHWEST OF THE INTERSECTION OF AVENUE D AND LEXINGTON
 AH1239'BOULEVARD.  IT IS AN EIGHT LEGGED STEEL STRUCTURE PAINTED
 AH1239'RED AND WHITE CHECKERED AND HAS A RED OBSTRUCTION LIGHT ON
 AH1239'TOP.  THE OVERALL HEIGHT IS 90 FEET.
 AH1239
 AH1239                          STATION RECOVERY (1980)
 AH1239
 AH1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AH1239'THE STATION IS THE CENTER OF THE TOP OF THE CORPUS CHRISTI NAVAL
 AH1239'AIR STATION WATER TANK.  IT IS AN EIGHT LEGGED I-BEAM STEEL
 AH1239'CONSTRUCTED STRUCTURE, PAINTED RED AND WHITE CHECKERED WITH A
 AH1239'RED OBSTRUCTION LIGHT ON TOP AND THE OVERALL HEIGHT IS
 AH1239'APPOXIMATELY 90 FEET.
 AH1239'
 AH1239'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF CORPUS
 AH1239'CHRISTI, ALONG OCEAN DRIVE, AT THE U.S. NAVAL AIR STATION.
 AH1239
 AH1239                          STATION RECOVERY (1984)
 AH1239
 AH1239'RECOVERY NOTE BY US POWER SQUADRON 1984 (RLS)
 AH1239'NAS WATER TANK - AS DESCRIBED IN 1963 - I.E., PAINTED RED AND
 AH1239'WHITE CHECKERED.
 AH1239
 AH1239                          STATION RECOVERY (1985)
 AH1239
 AH1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1239'THE STATION WAS RECOVERED AT THIS DATE.
 AH1239'THE CORPUS CHRISTI NAVAL AIR STATION WATER TANK WAS RECOVERED AS
 AH1239'NOTED IN 1949 AND 1963.
 AH1239'
 AH1239'DESCRIBED BY G.R. HEID.
 AH1239
 AH1239                          STATION RECOVERY (1986)
 AH1239
 AH1239'RECOVERY NOTE BY US POWER SQUADRON 1986 (RLS)
 AH1239'RECOVERED IN GOOD CONDITION.
 AH1239
 AH1239                          STATION RECOVERY (1988)
 AH1239
 AH1239'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1239'THE STATION WAS RECOVERED AT THIS DATE.
 AH1239'THE STATIONS POSITION WAS VERIFIED AT THIS TIME.
 AH1239'
 AH1239'THE STATION IS LOCATED AT THE NAVAL AIR STATION IN CORPUS CHRISTI.
 AH1239'
 AH1239'RECOVERED BY GLM
 AH1239
 AH1239                          STATION RECOVERY (1989)
 AH1239
 AH1239'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1239'THE STATION IS LOCATED ON THE CORPUS CHRISTI U.S. NAVAL AIR STATION.
 AH1239'THE STATION IS JUST SW OF THE INTERSECTION OF AVENUE D AND LEXINGTON
 AH1239'BLVD.
 AH1239'THE LANDMARK IS THE TOP OF THE WATER TANK, AN EIGHT LEGGED STEEL
 AH1239'STRUCTURE PAINTED RED AND WHITE CHECKERED AND HAS A RED OBSTRUCTION
 AH1239'LIGHT ON TOP.  THE OVERALL HEIGHT IS 27.43 M (90.0 FT).
 AH1239
 AH1239                          STATION RECOVERY (1989)
 AH1239
 AH1239'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1239'THE STATION WAS RECOVERED AS DESCRIBED.  THE GEODETIC POSITION WAS
 AH1239'VERIFIED AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH1239
 AH1239                          STATION RECOVERY (1997)
 AH1239
 AH1239'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1239'RECOVERED IN GOOD CONDITION.
 AH1239
 AH1239                          STATION RECOVERY (2001)
 AH1239
 AH1239'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1253 ***********************************************************************
 AH1253  DESIGNATION -  CORPUS CHRISTI NAS HOSP PR STK
 AH1253  PID         -  AH1253
 AH1253  STATE/COUNTY-  TX/NUECES
 AH1253  USGS QUAD   -  OSO CREEK NE (1975)
 AH1253
 AH1253                         *CURRENT SURVEY CONTROL
 AH1253  ___________________________________________________________________
 AH1253* NAD 83(1993)-  27 41 12.55969(N)    097 15 54.04459(W)     ADJUSTED  
 AH1253* NAVD 88     -                                                        
 AH1253  ___________________________________________________________________
 AH1253  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH1253  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AH1253
 AH1253  HORZ ORDER  -  THIRD
 AH1253
 AH1253.The horizontal coordinates were established by classical geodetic methods
 AH1253.and adjusted by the National Geodetic Survey in February 1996..
 AH1253
 AH1253
 AH1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1253
 AH1253.The geoid height was determined by GEOID03.
 AH1253
 AH1253;                    North         East     Units Scale Factor Converg.
 AH1253;SPC TX S     - 5,224,417.821   421,819.012   MT  0.99996619   +0 33 38.5
 AH1253;SPC TX S     -17,140,444.13  1,383,917.88   sFT  0.99996619   +0 33 38.5
 AH1253;UTM  14      - 3,063,714.713   671,093.968   MT  0.99996134   +0 48 22.8
 AH1253
 AH1253                          SUPERSEDED SURVEY CONTROL
 AH1253
 AH1253  NAD 83(1986)-  27 41 12.56916(N)    097 15 54.01931(W) AD(       ) 4
 AH1253  NAD 27      -  27 41 11.45000(N)    097 15 53.05500(W) AD(       ) 3
 AH1253
 AH1253.Superseded values are not recommended for survey control.
 AH1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1253.See file dsdata.txt to determine how the superseded data were derived.
 AH1253
 AH1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7109463715(NAD 83)
 AH1253_MARKER: 68 = COMMERCIAL SIGN
 AH1253
 AH1253  HISTORY     - Date     Condition        Report By
 AH1253  HISTORY     - 1963     FIRST OBSERVED   CGS
 AH1253  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH1253
 AH1253                          STATION DESCRIPTION
 AH1253
 AH1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AH1253'THE STATION IS THE CENTER OF THE TOP OF THE STACK LOCATED IN
 AH1253'THE SOUTH PART OF THE CORPUS CHRISTI U.S. NAVAL AIR STATION
 AH1253'IN THE HOSPITAL AREA.  IT IS A YELLOW BRICK CYLINDRICAL
 AH1253'SHAPED STACK AND THE OVERALL HEIGHT IS 80 FEET.
 AH1253
 AH1253                          STATION RECOVERY (1984)
 AH1253
 AH1253'RECOVERY NOTE BY US POWER SQUADRON 1984 (RLS)
 AH1253'NAS HOSPITAL POWER PLANT STACK - NON-EXISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1340 ***********************************************************************
 AH1340  DESIGNATION -  CORPUS CHRISTI NEW SEN HS STK
 AH1340  PID         -  AH1340
 AH1340  STATE/COUNTY-  TX/NUECES
 AH1340  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1340
 AH1340                         *CURRENT SURVEY CONTROL
 AH1340  ___________________________________________________________________
 AH1340* NAD 83(1993)-  27 45 10.38076(N)    097 23 43.78036(W)     ADJUSTED  
 AH1340* NAVD 88     -                                                        
 AH1340  ___________________________________________________________________
 AH1340  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AH1340  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AH1340
 AH1340  HORZ ORDER  -  THIRD
 AH1340
 AH1340.The horizontal coordinates were established by classical geodetic methods
 AH1340.and adjusted by the National Geodetic Survey in February 1996..
 AH1340
 AH1340
 AH1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1340
 AH1340.The geoid height was determined by GEOID03.
 AH1340
 AH1340;                    North         East     Units Scale Factor Converg.
 AH1340;SPC TX S     - 5,231,618.638   408,884.550   MT  0.99998062   +0 30 05.2
 AH1340;SPC TX S     -17,164,068.81  1,341,482.06   sFT  0.99998062   +0 30 05.2
 AH1340;UTM  14      - 3,070,859.705   658,129.239   MT  0.99990864   +0 44 50.3
 AH1340
 AH1340                          SUPERSEDED SURVEY CONTROL
 AH1340
 AH1340  NAD 83(1986)-  27 45 10.38935(N)    097 23 43.76004(W) AD(       ) 4
 AH1340  NAD 27      -  27 45 09.28000(N)    097 23 42.77700(W) AD(       ) 3
 AH1340
 AH1340.Superseded values are not recommended for survey control.
 AH1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1340.See file dsdata.txt to determine how the superseded data were derived.
 AH1340
 AH1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5812970860(NAD 83)
 AH1340_MARKER: 63 = STACK
 AH1340
 AH1340  HISTORY     - Date     Condition        Report By
 AH1340  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1340  HISTORY     - 1965     GOOD             CGS
 AH1340  HISTORY     - 1989     GOOD             USPSQD
 AH1340  HISTORY     - 20010331 GOOD             NGS
 AH1340
 AH1340                          STATION DESCRIPTION
 AH1340
 AH1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1340'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF CORPUS
 AH1340'CHRISTI, 1.7 MILES SOUTH OF SIX POINTS AT THE INTERSECTION OF
 AH1340'SOUTH STAPLES AND MINNESOTA AVE.
 AH1340'
 AH1340'THE STACK IS LOCATED AT THE NORTHEAST CORNER OF THE HEATING
 AH1340'SYSTEM BUILDING, 369 FEET EAST OF SOUTH STAPLES STREET, AND
 AH1340'ABOUT 100 FEET HIGH.
 AH1340'
 AH1340'THE STACK IS OF RECENT CONSTRUCTION AND THE SCHOOL BUILDING
 AH1340'WAS UNDER CONSTRUCTION AT THE TIME OF THIS SURVEY.
 AH1340
 AH1340                          STATION RECOVERY (1965)
 AH1340
 AH1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 AH1340'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 AH1340'ADEQUATE WITH THE FOLLOWING ADDITION--THE NAME OF THE SCHOOL
 AH1340'IS W.B. RAY HIGH SCHOOL.
 AH1340
 AH1340                          STATION RECOVERY (1989)
 AH1340
 AH1340'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AH1340'RECOVERED IN GOOD CONDITION.
 AH1340
 AH1340                          STATION RECOVERY (2001)
 AH1340
 AH1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1340'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1357 ***********************************************************************
 AH1357  DESIGNATION -  CORPUS CHRISTI PORT TANK
 AH1357  PID         -  AH1357
 AH1357  STATE/COUNTY-  TX/NUECES
 AH1357  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1357
 AH1357                         *CURRENT SURVEY CONTROL
 AH1357  ___________________________________________________________________
 AH1357* NAD 83(1993)-  27 48 40.35614(N)    097 23 48.51731(W)     ADJUSTED  
 AH1357* NAVD 88     -                                                        
 AH1357  ___________________________________________________________________
 AH1357  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AH1357  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH1357
 AH1357  HORZ ORDER  -  THIRD
 AH1357
 AH1357.The horizontal coordinates were established by classical geodetic methods
 AH1357.and adjusted by the National Geodetic Survey in February 1996..
 AH1357
 AH1357
 AH1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1357
 AH1357.The geoid height was determined by GEOID03.
 AH1357
 AH1357;                    North         East     Units Scale Factor Converg.
 AH1357;SPC TX S     - 5,238,080.681   408,698.337   MT  0.99999447   +0 30 03.1
 AH1357;SPC TX S     -17,185,269.70  1,340,871.13   sFT  0.99999447   +0 30 03.1
 AH1357;UTM  14      - 3,077,320.375   657,915.236   MT  0.99990781   +0 44 53.3
 AH1357
 AH1357                          SUPERSEDED SURVEY CONTROL
 AH1357
 AH1357  NAD 83(1986)-  27 48 40.36545(N)    097 23 48.49255(W) AD(       ) 4
 AH1357  NAD 27      -  27 48 39.27600(N)    097 23 47.53400(W) AD(       ) 3
 AH1357
 AH1357.Superseded values are not recommended for survey control.
 AH1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1357.See file dsdata.txt to determine how the superseded data were derived.
 AH1357
 AH1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5791577320(NAD 83)
 AH1357_MARKER: 53 = ELEVATED TANK
 AH1357
 AH1357  HISTORY     - Date     Condition        Report By
 AH1357  HISTORY     - 1931     FIRST OBSERVED   CGS
 AH1357  HISTORY     - 1949     GOOD             CGS
 AH1357  HISTORY     - 1964     GOOD             CGS
 AH1357  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH1357
 AH1357                          STATION DESCRIPTION
 AH1357
 AH1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1357'STATION WAS RECOVERED IN GOOD CONDITION.
 AH1357'
 AH1357'STATION IS LOCATED IN THE N PART OF CORPUS CHRISTI, ON THE
 AH1357'S SIDE OF THE TURNING BASIN BETWEEN THE PORT OF CORPUS CHRISTI
 AH1357'WAREHOUSE AND THE ARANSAS COMPRESS CO.  STATION IS THE BLACK
 AH1357'STEEL TANK OF THE PORT OF CORPUS CHRISTI.  THE TANK IS ABOUT
 AH1357'100 FEET HIGH AND HAS PORT OF CORPUS CHRISTI PAINTED IN
 AH1357'WHITE ON ONE SIDE.
 AH1357'
 AH1357'ARANSAS COMPRESS CO., TANK, SEE DESCRIPTION THEREOF, IS SIMILAR
 AH1357'IN APPEARANCE TO THIS TANK AND IS ABOUT 300 FEET S OF THIS
 AH1357'STATION.
 AH1357
 AH1357                          STATION RECOVERY (1964)
 AH1357
 AH1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1357'THE STATION WAS RECOVERED AS DESCRIBED BY C.W.C. IN 1949.
 AH1357'THE STATION IS AT THE WEST SIDE OF THE CORPUS CHRISTI HARBOR
 AH1357'BRIDGE, IN A GRASS TRIANGLE AT THE SOUTH SIDE OF CORPUS
 AH1357'CHRISTI PORT WAREHOUSE, DOCK 1.  IT IS PAINTED SILVER WITH
 AH1357'BLACK LETTERING.
 AH1357
 AH1357                          STATION RECOVERY (2001)
 AH1357
 AH1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1357'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1362 ***********************************************************************
 AH1362  DESIGNATION -  CORPUS CHRISTI PORT COMP CO TK
 AH1362  PID         -  AH1362
 AH1362  STATE/COUNTY-  TX/NUECES
 AH1362  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1362
 AH1362                         *CURRENT SURVEY CONTROL
 AH1362  ___________________________________________________________________
 AH1362* NAD 83(1993)-  27 47 19.78209(N)    097 25 03.72752(W)     ADJUSTED  
 AH1362* NAVD 88     -                                                        
 AH1362  ___________________________________________________________________
 AH1362  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AH1362  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH1362
 AH1362  HORZ ORDER  -  THIRD
 AH1362
 AH1362.The horizontal coordinates were established by classical geodetic methods
 AH1362.and adjusted by the National Geodetic Survey in February 1996..
 AH1362
 AH1362
 AH1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1362
 AH1362.The geoid height was determined by GEOID03.
 AH1362
 AH1362;                    North         East     Units Scale Factor Converg.
 AH1362;SPC TX S     - 5,235,582.715   406,661.176   MT  0.99998904   +0 29 28.9
 AH1362;SPC TX S     -17,177,074.29  1,334,187.54   sFT  0.99998904   +0 29 28.9
 AH1362;UTM  14      - 3,074,813.875   655,889.035   MT  0.99989996   +0 44 16.2
 AH1362
 AH1362                          SUPERSEDED SURVEY CONTROL
 AH1362
 AH1362  NAD 83(1986)-  27 47 19.79135(N)    097 25 03.70799(W) AD(       ) 4
 AH1362  NAD 27      -  27 47 18.70300(N)    097 25 02.75000(W) AD(       ) 3
 AH1362
 AH1362.Superseded values are not recommended for survey control.
 AH1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1362.See file dsdata.txt to determine how the superseded data were derived.
 AH1362
 AH1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5588974814(NAD 83)
 AH1362_MARKER: 53 = ELEVATED TANK
 AH1362
 AH1362  HISTORY     - Date     Condition        Report By
 AH1362  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1362  HISTORY     - 1950     GOOD             CGS
 AH1362  HISTORY     - 1964     GOOD             CGS
 AH1362  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH1362
 AH1362                          STATION DESCRIPTION
 AH1362
 AH1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1362'IT IS LOCATED IN THE EAST SECTION OF CORPUS CHRISTI, 0.15
 AH1362'MILE NORTH OF STATE HIGHWAY NO. 44, 75 FEET SOUTHEAST OF THE
 AH1362'CENTER OF A GRAVELED STREET, AND 45 FEET SOUTHEAST OF A
 AH1362'RAILROAD SIDEING.
 AH1362'
 AH1362'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL
 AH1362'ROOF WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR
 AH1362'LEGGED STEEL TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT 125
 AH1362'FEET.
 AH1362'
 AH1362'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 AH1362'
 AH1362'PROBABLY THE SAME STATION AS CORPUS CHRISTI, PORT COMPRESS
 AH1362'CO., TANK, 1931.
 AH1362
 AH1362                          STATION RECOVERY (1950)
 AH1362
 AH1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 AH1362'RECOVERED AS DESCRIBED.
 AH1362
 AH1362                          STATION RECOVERY (1964)
 AH1362
 AH1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1362'THE STATION WAS RECOVERED.  THE FOLLOWING STATEMENTS SUPPLEMENT
 AH1362'THE DESCRIPTION OF R.L.E. IN 1949.  THE STATION IS NEAR
 AH1362'THE INTERSECTIONS OF PARR AND AHERN STREETS.  PAINTED SILVER
 AH1362'WITH THE LARGE BLACK LETTERS GULF COMPRESS.
 AH1362
 AH1362                          STATION RECOVERY (2001)
 AH1362
 AH1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1362'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1629 ***********************************************************************
 AH1629  DESIGNATION -  CORPUS CHRISTI PORT TANK
 AH1629  PID         -  AH1629
 AH1629  STATE/COUNTY-  TX/NUECES
 AH1629  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1629
 AH1629                         *CURRENT SURVEY CONTROL
 AH1629  ___________________________________________________________________
 AH1629* NAD 83(1993)-  27 48 40.35838(N)    097 23 48.52490(W)     ADJUSTED  
 AH1629* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 AH1629  ___________________________________________________________________
 AH1629  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AH1629  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH1629
 AH1629  HORZ ORDER  -  THIRD
 AH1629
 AH1629.The horizontal coordinates were established by classical geodetic methods
 AH1629.and adjusted by the National Geodetic Survey in February 1996..
 AH1629
 AH1629.The orthometric height was scaled from a topographic map.
 AH1629
 AH1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1629
 AH1629.The geoid height was determined by GEOID03.
 AH1629
 AH1629;                    North         East     Units Scale Factor Converg.
 AH1629;SPC TX S     - 5,238,080.748   408,698.129   MT  0.99999447   +0 30 03.1
 AH1629;SPC TX S     -17,185,269.92  1,340,870.44   sFT  0.99999447   +0 30 03.1
 AH1629;UTM  14      - 3,077,320.441   657,915.027   MT  0.99990780   +0 44 53.3
 AH1629
 AH1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1629!SPC TX S     -   0.99999870  x   0.99999447  =   0.99999317
 AH1629!UTM  14      -   0.99999870  x   0.99990780  =   0.99990650
 AH1629
 AH1629                          SUPERSEDED SURVEY CONTROL
 AH1629
 AH1629  NAD 83(1986)-  27 48 40.36005(N)    097 23 48.50207(W) AD(       ) 4
 AH1629
 AH1629.Superseded values are not recommended for survey control.
 AH1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1629.See file dsdata.txt to determine how the superseded data were derived.
 AH1629
 AH1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5791577320(NAD 83)
 AH1629_MARKER: 53 = ELEVATED TANK
 AH1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1629+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 AH1629
 AH1629  HISTORY     - Date     Condition        Report By
 AH1629  HISTORY     - UNK      FIRST OBSERVED
 AH1629  HISTORY     - 1985     GOOD             NGS
 AH1629  HISTORY     - 19890215 GOOD             NOS
 AH1629  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH1629  HISTORY     - 20040302 GOOD             USPSQD
 AH1629
 AH1629                          STATION DESCRIPTION
 AH1629
 AH1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1629'THE STATION WAS RECOVERED AT THIS DATE.
 AH1629'THE CORPUS CHRISTI PORT AUTHORITY WATER TANK WAS AS DESCRIBED IN
 AH1629'1931 WITH THE ADDITIONAL NOTES. THE TANK HAS AN UMBRELLA TOP, WITH
 AH1629'FOUR TUBULAR LEGS, A VENT TOP CENTER, PAINTED TAN WITH THE LOGO
 AH1629'PORT CORPUS CHRISTI ON THE BOWL, WITH AN OVERALL HEIGHT OF 35
 AH1629'METERS (115 FT). AN ANTENNA IS MOUNTED OFF CENTER ON THE ROOF. TANK
 AH1629'IS ABOUT 75 METERS (246 FT) NORTHWEST OF THE HIGHWAY 181 BRIDGE
 AH1629'OVER THE SHIP CHANNEL. THE POINT INTERSECTED WAS THE VENT AT TOP
 AH1629'CENTER.
 AH1629'
 AH1629'DESCRIBED BY G.R. HEID.
 AH1629
 AH1629                          STATION RECOVERY (1989)
 AH1629
 AH1629'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1629'THE STATION IS AT THE W SIDE OF THE CORPUS CHRISTI HARBOR BRIDGE, IN A
 AH1629'GRASS TRIANGLE AT THE S SIDE OF CORPUS CHRISTI PORT WAREHOUSE, DOCK.
 AH1629'THE STATION IS A TANK WITH AN UMBRELLA TOP, WITH FOUR TUBULAR LEGS, A
 AH1629'VENT TOP CENTER, PAINTED TAN WITH THE LOGO---PORT CORPUS CHRISTI ON
 AH1629'THE BOWL---, WITH AN OVERALL HEIGHT OF 35 M (114.8 FT).  AN ANTENNA IS
 AH1629'MOUNTED OFF CENTER ON THE ROOF.  TANK IS ABOUT 75 M (246.1 FT) NW OF
 AH1629'THE HWY 181 BRIDGE OVER THE SHIP CHANNEL.
 AH1629'POINT INTERSECTED WAS THE VENT AT TOP CENTER.
 AH1629
 AH1629                          STATION RECOVERY (2001)
 AH1629
 AH1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1629'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH1629
 AH1629                          STATION RECOVERY (2004)
 AH1629
 AH1629'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1154 ***********************************************************************
 AH1154  DESIGNATION -  CORPUS CHRISTI R RNG LT
 AH1154  PID         -  AH1154
 AH1154  STATE/COUNTY-  TX/NUECES
 AH1154  USGS QUAD   -  PORT ARANSAS (1975)
 AH1154
 AH1154                         *CURRENT SURVEY CONTROL
 AH1154  ___________________________________________________________________
 AH1154* NAD 83(1993)-  27 50 46.30382(N)    097 02 49.45254(W)     ADJUSTED  
 AH1154* NAVD 88     -                                                        
 AH1154  ___________________________________________________________________
 AH1154  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1154  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH1154
 AH1154  HORZ ORDER  -  THIRD
 AH1154
 AH1154.The horizontal coordinates were established by classical geodetic methods
 AH1154.and adjusted by the National Geodetic Survey in February 1996..
 AH1154
 AH1154
 AH1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1154
 AH1154.The geoid height was determined by GEOID03.
 AH1154
 AH1154;                    North         East     Units Scale Factor Converg.
 AH1154;SPC TX S     - 5,242,306.379   443,112.603   MT  1.00000328   +0 39 34.7
 AH1154;SPC TX S     -17,199,133.51  1,453,778.60   sFT  1.00000328   +0 39 34.7
 AH1154;SPC TXSC     - 4,003,032.041   792,394.922   MT  1.00019745   +0 57 24.4
 AH1154;SPC TXSC     -13,133,280.95  2,599,715.67   sFT  1.00019745   +0 57 24.4
 AH1154;UTM  14      - 3,081,696.129   692,310.075   MT  1.00005650   +0 54 45.0
 AH1154
 AH1154                          SUPERSEDED SURVEY CONTROL
 AH1154
 AH1154  NAD 83(1986)-  27 50 46.31128(N)    097 02 49.42723(W) AD(       ) 4
 AH1154  NAD 27      -  27 50 45.30188(N)    097 02 48.40420(W) AD(       ) 3
 AH1154
 AH1154.Superseded values are not recommended for survey control.
 AH1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1154.See file dsdata.txt to determine how the superseded data were derived.
 AH1154
 AH1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9231081696(NAD 83)
 AH1154_MARKER: 14 = NAVIGATION LIGHT
 AH1154
 AH1154  HISTORY     - Date     Condition        Report By
 AH1154  HISTORY     - 1970     FIRST OBSERVED   NGS
 AH1154  HISTORY     - 19910703 GOOD             USPSQD
 AH1154
 AH1154                          STATION DESCRIPTION
 AH1154
 AH1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (ALP)
 AH1154'THE LIGHT IS LOCATED ON THE SOUTH END OF ST. JOSEPHS ISLAND WHICH
 AH1154'IS ABOUT 0.2 MILE NORTH OF PORT ARANSAS.  THE LIGHT IS ON TOP OF A
 AH1154'FOUR LEGGED STEEL STRUCTURE.
 AH1154'
 AH1154'NOTE--THIS LIGHT REPLACES THE LIGHT OF THE SAME NAME THAT WAS
 AH1154'TRIANGULATED IN 1949 AND TORN DOWN IN 1967.
 AH1154
 AH1154                          STATION RECOVERY (1991)
 AH1154
 AH1154'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AH1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4377 ***********************************************************************
 DF4377  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4377  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4377  DESIGNATION -  CORPUS CHRISTI R2 CORS ARP
 DF4377  CORS_ID     -  TXCC
 DF4377  PID         -  DF4377
 DF4377  STATE/COUNTY-  TX/NUECES
 DF4377  USGS QUAD   -  OSO CREEK NW (1975)
 DF4377
 DF4377                         *CURRENT SURVEY CONTROL
 DF4377  ___________________________________________________________________
 DF4377* NAD 83(CORS)-  27 44 26.85486(N)    097 26 30.01102(W)     ADJUSTED  
 DF4377* NAVD 88     -        17.33   (meters)      56.9    (feet)  GPS OBS   
 DF4377  ___________________________________________________________________
 DF4377  EPOCH DATE  -        2002.00
 DF4377  X           -    -731,658.401 (meters)                     COMP
 DF4377  Y           -  -5,601,558.471 (meters)                     COMP
 DF4377  Z           -   2,951,108.300 (meters)                     COMP
 DF4377  ELLIP HEIGHT-          -9.05  (meters)          (03/??/03) GPS OBS
 DF4377  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DF4377
 DF4377  HORZ ORDER  -  SPECIAL (CORS)
 DF4377  ELLP ORDER  -  SPECIAL (CORS)
 DF4377
 DF4377.ITRF positions are available for this station.
 DF4377.The coordinates were established by GPS observations
 DF4377.and adjusted by the National Geodetic Survey in March 2003..
 DF4377.The coordinates are valid at the epoch date displayed above.
 DF4377.The epoch date for horizontal control is a decimal equivalence
 DF4377.of Year/Month/Day.
 DF4377
 DF4377.The orthometric height was determined by GPS observations and a
 DF4377.high-resolution geoid model using precise GPS observation and
 DF4377.processing techniques.
 DF4377
 DF4377.The PID for the CORS L1 Phase Center is DF4378.
 DF4377
 DF4377.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4377
 DF4377.The ellipsoidal height was determined by GPS observations
 DF4377.and is referenced to NAD 83.
 DF4377
 DF4377.The geoid height was determined by GEOID03.
 DF4377
 DF4377;                    North         East     Units Scale Factor Converg.
 DF4377;SPC TX S     - 5,230,239.890   404,343.844   MT  0.99997788   +0 28 49.8
 DF4377;SPC TX S     -17,159,545.37  1,326,584.76   sFT  0.99997788   +0 28 49.8
 DF4377
 DF4377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4377!SPC TX S     -   1.00000142  x   0.99997788  =   0.99997930
 DF4377
 DF4377                          SUPERSEDED SURVEY CONTROL
 DF4377
 DF4377.No superseded survey control is available for this station.
 DF4377
 DF4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5359569462(NAD 83)
 DF4377_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4377
 DF4377                          STATION DESCRIPTION
 DF4377
 DF4377'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4377'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4377'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4377'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4377'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4377'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4378 ***********************************************************************
 DF4378  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4378  DESIGNATION -  CORPUS CHRISTI R2 CORS L1 PHASE CENTER
 DF4378  CORS_ID     -  TXCC
 DF4378  PID         -  DF4378
 DF4378  STATE/COUNTY-  TX/NUECES
 DF4378  USGS QUAD   -  OSO CREEK NW (1975)
 DF4378
 DF4378                         *CURRENT SURVEY CONTROL
 DF4378  ___________________________________________________________________
 DF4378* NAD 83(CORS)-  27 44 26.85487(N)    097 26 30.01100(W)     ADJUSTED  
 DF4378* NAVD 88     -                                                        
 DF4378  ___________________________________________________________________
 DF4378  EPOCH DATE  -        2002.00
 DF4378  X           -    -731,658.408 (meters)                     COMP
 DF4378  Y           -  -5,601,558.532 (meters)                     COMP
 DF4378  Z           -   2,951,108.333 (meters)                     COMP
 DF4378  ELLIP HEIGHT-          -8.98  (meters)          (03/??/03) GPS OBS
 DF4378  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DF4378
 DF4378  HORZ ORDER  -  SPECIAL (CORS)
 DF4378  ELLP ORDER  -  SPECIAL (CORS)
 DF4378
 DF4378.ITRF positions are available for this station.
 DF4378.The coordinates were established by GPS observations
 DF4378.and adjusted by the National Geodetic Survey in March 2003..
 DF4378.The coordinates are valid at the epoch date displayed above.
 DF4378.The epoch date for horizontal control is a decimal equivalence
 DF4378.of Year/Month/Day.
 DF4378
 DF4378
 DF4378.The PID for the CORS ARP is DF4377.
 DF4378
 DF4378.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4378
 DF4378.The ellipsoidal height was determined by GPS observations
 DF4378.and is referenced to NAD 83.
 DF4378
 DF4378.The geoid height was determined by GEOID03.
 DF4378
 DF4378;                    North         East     Units Scale Factor Converg.
 DF4378;SPC TX S     - 5,230,239.890   404,343.845   MT  0.99997788   +0 28 49.8
 DF4378;SPC TX S     -17,159,545.37  1,326,584.76   sFT  0.99997788   +0 28 49.8
 DF4378
 DF4378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4378!SPC TX S     -   1.00000141  x   0.99997788  =   0.99997929
 DF4378
 DF4378                          SUPERSEDED SURVEY CONTROL
 DF4378
 DF4378.No superseded survey control is available for this station.
 DF4378
 DF4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5359569462(NAD 83)
 DF4378_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF4378
 DF4378                          STATION DESCRIPTION
 DF4378
 DF4378'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF4378'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4378'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4378'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4378'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4378'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1251 ***********************************************************************
 AH1251  DESIGNATION -  CORPUS CHRISTI RODD FIELD STK
 AH1251  PID         -  AH1251
 AH1251  STATE/COUNTY-  TX/NUECES
 AH1251  USGS QUAD   -  OSO CREEK NE (1975)
 AH1251
 AH1251                         *CURRENT SURVEY CONTROL
 AH1251  ___________________________________________________________________
 AH1251* NAD 83(1993)-  27 38 56.38120(N)    097 22 23.79839(W)     ADJUSTED  
 AH1251* NAVD 88     -                                                        
 AH1251  ___________________________________________________________________
 AH1251  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1251  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AH1251
 AH1251  HORZ ORDER  -  THIRD
 AH1251
 AH1251.The horizontal coordinates were established by classical geodetic methods
 AH1251.and adjusted by the National Geodetic Survey in February 1996..
 AH1251
 AH1251
 AH1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1251
 AH1251.The geoid height was determined by GEOID03.
 AH1251
 AH1251;                    North         East     Units Scale Factor Converg.
 AH1251;SPC TX S     - 5,220,126.415   411,177.492   MT  0.99995852   +0 30 41.5
 AH1251;SPC TX S     -17,126,364.75  1,349,004.82   sFT  0.99995852   +0 30 41.5
 AH1251;UTM  14      - 3,059,378.023   660,471.108   MT  0.99991786   +0 45 18.2
 AH1251
 AH1251                          SUPERSEDED SURVEY CONTROL
 AH1251
 AH1251  NAD 83(1986)-  27 38 56.39106(N)    097 22 23.77788(W) AD(       ) 4
 AH1251  NAD 27      -  27 38 55.26300(N)    097 22 22.81300(W) AD(       ) 3
 AH1251
 AH1251.Superseded values are not recommended for survey control.
 AH1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1251.See file dsdata.txt to determine how the superseded data were derived.
 AH1251
 AH1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6047159378(NAD 83)
 AH1251_MARKER: 63 = STACK
 AH1251
 AH1251  HISTORY     - Date     Condition        Report By
 AH1251  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1251  HISTORY     - 19970726 GOOD             USPSQD
 AH1251  HISTORY     - 20010728 GOOD             USPSQD
 AH1251  HISTORY     - 20020629 GOOD             USPSQD
 AH1251
 AH1251                          STATION DESCRIPTION
 AH1251
 AH1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1251'THE STATION IS LOCATED 0.6 MILE SOUTHWEST OF THE U.S. NAVAL
 AH1251'AIR STATION SOUTH GATE ALONG STATE HIGHWAY 358, THENCE 3.5
 AH1251'MILES, SOUTH, ALONG BLACK TOP ROAD TO WALDRON FIELD, THENCE
 AH1251'4.1 MILES, SOUTH, ALONG A BLACK TOP ROAD TO RODD FIELD.
 AH1251'
 AH1251'THE STATION IS THE STACK AT THE SOUTH END OF THE POWER PLANT
 AH1251'BUILDING AT THE FIELD.  IT IS A YELLOW BRICK STACK WITH A RING
 AH1251'OF RED OBSTRUCTION LIGHTS AROUND THE TOP AND IS ABOUT 90
 AH1251'FEET HIGH.
 AH1251
 AH1251                          STATION RECOVERY (1997)
 AH1251
 AH1251'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1251'RECOVERED IN GOOD CONDITION.
 AH1251
 AH1251                          STATION RECOVERY (2001)
 AH1251
 AH1251'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1251'RECOVERED IN GOOD CONDITION.
 AH1251
 AH1251                          STATION RECOVERY (2002)
 AH1251
 AH1251'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGG)
 AH1251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1364 ***********************************************************************
 AH1364  DESIGNATION -  CORPUS CHRISTI S RANKIN ST TK
 AH1364  PID         -  AH1364
 AH1364  STATE/COUNTY-  TX/NUECES
 AH1364  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1364
 AH1364                         *CURRENT SURVEY CONTROL
 AH1364  ___________________________________________________________________
 AH1364* NAD 83(1993)-  27 47 42.41525(N)    097 24 18.26885(W)     ADJUSTED  
 AH1364* NAVD 88     -                                                        
 AH1364  ___________________________________________________________________
 AH1364  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1364  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH1364
 AH1364  HORZ ORDER  -  THIRD
 AH1364
 AH1364.The horizontal coordinates were established by classical geodetic methods
 AH1364.and adjusted by the National Geodetic Survey in February 1996..
 AH1364
 AH1364
 AH1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1364
 AH1364.The geoid height was determined by GEOID03.
 AH1364
 AH1364;                    North         East     Units Scale Factor Converg.
 AH1364;SPC TX S     - 5,236,290.116   407,899.540   MT  0.99999055   +0 29 49.6
 AH1364;SPC TX S     -17,179,395.16  1,338,250.41   sFT  0.99999055   +0 29 49.6
 AH1364;UTM  14      - 3,075,526.537   657,124.235   MT  0.99990473   +0 44 38.0
 AH1364
 AH1364                          SUPERSEDED SURVEY CONTROL
 AH1364
 AH1364  NAD 83(1986)-  27 47 42.42373(N)    097 24 18.24557(W) AD(       ) 4
 AH1364  NAD 27      -  27 47 41.30800(N)    097 24 17.20600(W) AD(       ) 3
 AH1364
 AH1364.Superseded values are not recommended for survey control.
 AH1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1364.See file dsdata.txt to determine how the superseded data were derived.
 AH1364
 AH1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5712475527(NAD 83)
 AH1364_MARKER: 53 = ELEVATED TANK
 AH1364
 AH1364  HISTORY     - Date     Condition        Report By
 AH1364  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1364  HISTORY     - 1949     GOOD             CGS
 AH1364  HISTORY     - 1964     GOOD             CGS
 AH1364  HISTORY     - 1973     GOOD             NGS
 AH1364  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AH1364
 AH1364                          STATION DESCRIPTION
 AH1364
 AH1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1364'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO ORIGINAL
 AH1364'DESCRIPTION.  NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED
 AH1364'NEAR DOWNTOWN CORPUS CHRISTI, 8 BLOCKS W OF UPPER BROADWAY,
 AH1364'1 BLOCK S OF LEOPARD ST. AT THE INTERSECTION OF SAM RANKIN
 AH1364'ST. AND MESTINA ST., 105 FT. S OF MESTINA ST AND 60 FT. E OF
 AH1364'SAM RANKIN ST.  THE STATION IS ONE OF THE MUNICIPAL TANKS OF THE
 AH1364'CITY OF CORPUS CHRISTI, PAINTED SILVER AND 120 FT. HIGH.
 AH1364
 AH1364                          STATION RECOVERY (1964)
 AH1364
 AH1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1364'THE STATION WAS RECOVERED AS DESCRIBED BY C.W.C. IN 1949.  THE
 AH1364'TANK IS A 6 LEGGED STRUCTURE S OF SEARS AND ROEBUCK.
 AH1364
 AH1364                          STATION RECOVERY (1973)
 AH1364
 AH1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 AH1364'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 AH1364
 AH1364                          STATION RECOVERY (1991)
 AH1364
 AH1364'RECOVERY NOTE BY US POWER SQUADRON 1991 (GG)
 AH1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1630 ***********************************************************************
 AH1630  DESIGNATION -  CORPUS CHRISTI S RANKIN ST TK
 AH1630  PID         -  AH1630
 AH1630  STATE/COUNTY-  TX/NUECES
 AH1630  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1630
 AH1630                         *CURRENT SURVEY CONTROL
 AH1630  ___________________________________________________________________
 AH1630* NAD 83(1993)-  27 47 42.39983(N)    097 24 18.20098(W)     ADJUSTED  
 AH1630* NAVD 88     -                                                        
 AH1630  ___________________________________________________________________
 AH1630  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH1630  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH1630
 AH1630  HORZ ORDER  -  THIRD
 AH1630
 AH1630.The horizontal coordinates were established by classical geodetic methods
 AH1630.and adjusted by the National Geodetic Survey in February 1996..
 AH1630
 AH1630
 AH1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1630
 AH1630.The geoid height was determined by GEOID03.
 AH1630
 AH1630;                    North         East     Units Scale Factor Converg.
 AH1630;SPC TX S     - 5,236,289.657   407,901.402   MT  0.99999055   +0 29 49.6
 AH1630;SPC TX S     -17,179,393.65  1,338,256.52   sFT  0.99999055   +0 29 49.6
 AH1630;UTM  14      - 3,075,526.087   657,126.098   MT  0.99990474   +0 44 38.0
 AH1630
 AH1630                          SUPERSEDED SURVEY CONTROL
 AH1630
 AH1630  NAD 83(1986)-  27 47 42.40315(N)    097 24 18.17380(W) AD(       ) 4
 AH1630
 AH1630.Superseded values are not recommended for survey control.
 AH1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1630.See file dsdata.txt to determine how the superseded data were derived.
 AH1630
 AH1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5712675526(NAD 83)
 AH1630_MARKER: 53 = ELEVATED TANK
 AH1630
 AH1630  HISTORY     - Date     Condition        Report By
 AH1630  HISTORY     - UNK      FIRST OBSERVED
 AH1630  HISTORY     - 1985     GOOD             NGS
 AH1630  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AH1630
 AH1630                          STATION DESCRIPTION
 AH1630
 AH1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1630'THE STATION WAS RECOVERED AT THIS DATE.
 AH1630'THE CORPUS CHRISTI MUNICIPAL WATER TANK (SAM RANKIN STREET) WAS
 AH1630'RECOVERED IN GOOD CONDITION BASICALLY AS DESCRIBED IN 1949. TANK IS
 AH1630'PALE GREEN WITH A CONICAL ROOF AND AN ANTENNA MOUNTED OFF CENTER ON
 AH1630'THE ROOF. TANK HAS SIX I-BEAM LEGS. IT IS IN THE YARD OF THE CITY
 AH1630'BUILDING MAINTAINANCE SHOP. THE POINT INTERSECTED WAS THE VENT AT
 AH1630'TOP AND CENTER.
 AH1630'
 AH1630'DESCRIBED BY G.R. HEID.
 AH1630
 AH1630                          STATION RECOVERY (1991)
 AH1630
 AH1630'RECOVERY NOTE BY US POWER SQUADRON 1991 (GG)
 AH1630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0554 ***********************************************************************
 AO0554  DESIGNATION -  CORPUS CHRISTI SAN ANG BCN 23
 AO0554  PID         -  AO0554
 AO0554  STATE/COUNTY-  TX/KARNES
 AO0554  USGS QUAD   -  FASHING (1961)
 AO0554
 AO0554                         *CURRENT SURVEY CONTROL
 AO0554  ___________________________________________________________________
 AO0554* NAD 83(1993)-  28 51 38.28173(N)    098 08 51.25637(W)     ADJUSTED  
 AO0554* NAVD 88     -                                                        
 AO0554  ___________________________________________________________________
 AO0554  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AO0554  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AO0554
 AO0554  HORZ ORDER  -  THIRD
 AO0554
 AO0554.The horizontal coordinates were established by classical geodetic methods
 AO0554.and adjusted by the National Geodetic Survey in February 1996..
 AO0554
 AO0554
 AO0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0554
 AO0554.The geoid height was determined by GEOID03.
 AO0554
 AO0554;                    North         East     Units Scale Factor Converg.
 AO0554;SPC TXSC     - 4,114,156.451   683,161.618   MT  0.99989726   +0 25 03.4
 AO0554;SPC TXSC     -13,497,861.62  2,241,339.41   sFT  0.99989726   +0 25 03.4
 AO0554;UTM  14      - 3,192,843.730   583,139.281   MT  0.99968530   +0 24 41.3
 AO0554
 AO0554                          SUPERSEDED SURVEY CONTROL
 AO0554
 AO0554  NAD 83(1986)-  28 51 38.28383(N)    098 08 51.23504(W) AD(       ) 4
 AO0554  NAD 27      -  28 51 37.36600(N)    098 08 50.20900(W) AD(       ) 3
 AO0554
 AO0554.Superseded values are not recommended for survey control.
 AO0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0554.See file dsdata.txt to determine how the superseded data were derived.
 AO0554
 AO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8313992844(NAD 83)
 AO0554_MARKER: 22 = AIRWAY BEACON
 AO0554
 AO0554  HISTORY     - Date     Condition        Report By
 AO0554  HISTORY     - 1952     FIRST OBSERVED   CGS
 AO0554
 AO0554                          STATION DESCRIPTION
 AO0554
 AO0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0554'LOCATED ABOUT 18 MILES WEST OF KENEDY AND 3-1/2 MILES NORTH
 AO0554'OF FASHING.  A STANDARD CIVIL AERONAUTICS ADMINISTRATION
 AO0554'ROTATING BEACON.  THE TOP-CENTER OF THE ROTATING LIGHT WAS
 AO0554'THE PART OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1345 ***********************************************************************
 AH1345  DESIGNATION -  CORPUS CHRISTI SOU ALKALI STK
 AH1345  PID         -  AH1345
 AH1345  STATE/COUNTY-  TX/NUECES
 AH1345  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1345
 AH1345                         *CURRENT SURVEY CONTROL
 AH1345  ___________________________________________________________________
 AH1345* NAD 83(1993)-  27 48 49.05723(N)    097 25 54.54616(W)     ADJUSTED  
 AH1345* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 AH1345  ___________________________________________________________________
 AH1345  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AH1345  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AH1345
 AH1345  HORZ ORDER  -  THIRD
 AH1345
 AH1345.The horizontal coordinates were established by classical geodetic methods
 AH1345.and adjusted by the National Geodetic Survey in February 1996..
 AH1345
 AH1345.The orthometric height was scaled from a topographic map.
 AH1345
 AH1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1345
 AH1345.The geoid height was determined by GEOID03.
 AH1345
 AH1345;                    North         East     Units Scale Factor Converg.
 AH1345;SPC TX S     - 5,238,318.835   405,246.780   MT  0.99999507   +0 29 05.9
 AH1345;SPC TX S     -17,186,051.04  1,329,547.14   sFT  0.99999507   +0 29 05.9
 AH1345;UTM  14      - 3,077,543.621   654,463.007   MT  0.99989449   +0 43 54.7
 AH1345
 AH1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1345!SPC TX S     -   0.99999713  x   0.99999507  =   0.99999220
 AH1345!UTM  14      -   0.99999713  x   0.99989449  =   0.99989162
 AH1345
 AH1345                          SUPERSEDED SURVEY CONTROL
 AH1345
 AH1345  NAD 83(1986)-  27 48 49.06658(N)    097 25 54.52747(W) AD(       ) 4
 AH1345  NAD 27      -  27 48 47.96100(N)    097 25 53.53700(W) AD(       ) 3
 AH1345
 AH1345.Superseded values are not recommended for survey control.
 AH1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1345.See file dsdata.txt to determine how the superseded data were derived.
 AH1345
 AH1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5446377544(NAD 83)
 AH1345_MARKER: 63 = STACK
 AH1345_MARK LOGO: CGS   
 AH1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1345+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1345
 AH1345  HISTORY     - Date     Condition        Report By
 AH1345  HISTORY     - 1934     FIRST OBSERVED   CGS
 AH1345  HISTORY     - 1934     GOOD             CGS
 AH1345  HISTORY     - 1949     GOOD             CGS
 AH1345  HISTORY     - 1964     GOOD             CGS
 AH1345  HISTORY     - 19890215 GOOD             NOS
 AH1345
 AH1345                          STATION DESCRIPTION
 AH1345
 AH1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1345'STATION IS LOCATED ON AVERY POINT AND IS 3 MILES WNW FROM
 AH1345'THE ZERO MILESTONE IN CORPUS CHRISTI.  THE STATION IS THE
 AH1345'150-FOOT (APPROX.) WHITE CONCRETE STACK BELONGING TO THE
 AH1345'SOUTHERN ALKALI CORPORATION.
 AH1345'
 AH1345'THERE ARE NO MARKS.
 AH1345
 AH1345                          STATION RECOVERY (1934)
 AH1345
 AH1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AH1345'RECOVERED IN GOOD CONDITION.
 AH1345
 AH1345                          STATION RECOVERY (1949)
 AH1345
 AH1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1345'THE STATION WAS RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AH1345'FOLLOWS.
 AH1345'
 AH1345'THE STATION IS LOCATED IN THE NW PART OF CORPUS CHRISTI ABOUT
 AH1345'3.5 MILES NW OF THE WHITE PLAZA HOTEL, ON AVERY POINT AND
 AH1345'AT THE INTERSECTION OF POTH LANE AND RAYMOND BOULEVARD.  THE
 AH1345'STATION IS THE STACK OF THE SOUTHERN ALKALI CORPORATION.
 AH1345'THE STACK IS LOCATED 400 FT. NW OF THE INTERSECTION OF RAYMOND
 AH1345'BOULEVARD AND THE RAILROAD, 200 FT. WEST OF THE SOUTHERN
 AH1345'ALKALI OFFICE BUILDING AND AT THE S END OF THE POWER HOUSE.
 AH1345'THE STACK IS MADE OF CONCRETE AND IS ABOUT 150 FT. HIGH WITH
 AH1345'A RING OF BLACK TRIANGLES PAINTED AROUND THE TOP.
 AH1345
 AH1345                          STATION RECOVERY (1964)
 AH1345
 AH1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1345'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 AH1345'IS ADEQUATE WITH THE NOTE THAT THE NAME COLUMBIA SOUTHERN
 AH1345'IS NOW PAINTED VERTICALLY IN BLACK UPON THE STACK WHICH IS
 AH1345'NOW PART OF THE COLUMBIA SOUTHERN CHEMICAL DIVISION OF THE
 AH1345'PITTSBURG PLATE GLASS COMPANY.  SMALL TRIANGLES ARE PAINTED
 AH1345'JUST BELOW THE TOP OF THE STACK.
 AH1345
 AH1345                          STATION RECOVERY (1989)
 AH1345
 AH1345'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1345'THE STATION IS LOCATED IN THE NW PORT OF CORPUS CHRISTI ABOUT 3.5 MI
 AH1345'NW OF THE WHITE PLAZA HOTEL, ON AVERY POINT AND AT THE INTERSECTION OF
 AH1345'POTH LANE AND RAYMOND BLVD.  THE STATION IS THE STACK OF COLUMBIA
 AH1345'SOUTHERN CHEMICAL DIVISION OF THE PITTSBURG PLATE GLASS COMPANY.
 AH1345'THE STACK IS CONCRETE AND IS LOCATED 121.9 M (399.9 FT) NW OF THE
 AH1345'INTERSECTION OF RAYMOND BLVD AND THE RAILROAD, 60.95 M (200.0 FT) WEST
 AH1345'OF THE SOUTHERN OFFICE BUILDING AND AT THE S END OF THE POWER HOUSE.
 AH1345'THE NAME ---COLUMBIA SOUTHERN--- IS PAINTED VERTICALLY IN BLACK UPON
 AH1345'THE STACK WITH SMALL TRIANGLES PAINTED JUST BELOW THE TOP OF THE
 AH1345'STACK.  THE STACK IS ABOUT 45.72 M (150.0 FT) HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1356 ***********************************************************************
 AH1356  DESIGNATION -  CORPUS CHRISTI TRINITY LUTH CH
 AH1356  PID         -  AH1356
 AH1356  STATE/COUNTY-  TX/NUECES
 AH1356  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1356
 AH1356                         *CURRENT SURVEY CONTROL
 AH1356  ___________________________________________________________________
 AH1356* NAD 83(1993)-  27 45 53.59832(N)    097 24 06.08092(W)     ADJUSTED  
 AH1356* NAVD 88     -                                                        
 AH1356  ___________________________________________________________________
 AH1356  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AH1356  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH1356
 AH1356  HORZ ORDER  -  THIRD
 AH1356
 AH1356.The horizontal coordinates were established by classical geodetic methods
 AH1356.and adjusted by the National Geodetic Survey in February 1996..
 AH1356
 AH1356
 AH1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1356
 AH1356.The geoid height was determined by GEOID03.
 AH1356
 AH1356;                    North         East     Units Scale Factor Converg.
 AH1356;SPC TX S     - 5,232,943.561   408,262.311   MT  0.99998339   +0 29 55.1
 AH1356;SPC TX S     -17,168,415.67  1,339,440.60   sFT  0.99998339   +0 29 55.1
 AH1356;UTM  14      - 3,072,181.846   657,501.364   MT  0.99990620   +0 44 41.0
 AH1356
 AH1356                          SUPERSEDED SURVEY CONTROL
 AH1356
 AH1356  NAD 83(1986)-  27 45 53.60668(N)    097 24 06.06172(W) AD(       ) 4
 AH1356  NAD 27      -  27 45 52.50000(N)    097 24 05.09000(W) AD(       ) 3
 AH1356
 AH1356.Superseded values are not recommended for survey control.
 AH1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1356.See file dsdata.txt to determine how the superseded data were derived.
 AH1356
 AH1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5750172182(NAD 83)
 AH1356_MARKER: 91 = CHURCH CROSS
 AH1356
 AH1356  HISTORY     - Date     Condition        Report By
 AH1356  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1356  HISTORY     - 1965     GOOD             CGS
 AH1356  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AH1356  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH1356
 AH1356                          STATION DESCRIPTION
 AH1356
 AH1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1356'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF CORPUS
 AH1356'CHRISTI, 0.5 MILE SOUTHWEST OF SIX POINTS IN THE NORTHWEST
 AH1356'CORNER OF THE INTERSECTION OF LOUISIANA AVENUE AND 16TH STREET.
 AH1356'
 AH1356'THE STATION IS THE CROSS ATOP A SPIRE WHICH IS COVERED WITH
 AH1356'BLACK COMPOSITION SHINGLES.  THE CROSS IS PAINTED BLACK WITH
 AH1356'A YELLOW NEON SIGN OUTLINING THE CROSS.  THE CHURCH WAS
 AH1356'CONSTRUCTED IN 1946.
 AH1356
 AH1356                          STATION RECOVERY (1965)
 AH1356
 AH1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 AH1356'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 AH1356'ADEQUATE.
 AH1356
 AH1356                          STATION RECOVERY (1988)
 AH1356
 AH1356'RECOVERY NOTE BY US POWER SQUADRON 1988 (WWM)
 AH1356'MARK NOT FOUND.
 AH1356
 AH1356                          STATION RECOVERY (2001)
 AH1356
 AH1356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1356'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1672 ***********************************************************************
 AH1672  CBN         -  This is a Cooperative Base Network Control Station.
 AH1672  DESIGNATION -  CORPUS RRP
 AH1672  PID         -  AH1672
 AH1672  STATE/COUNTY-  TX/NUECES
 AH1672  USGS QUAD   -  OSO CREEK NW (1975)
 AH1672
 AH1672                         *CURRENT SURVEY CONTROL
 AH1672  ___________________________________________________________________
 AH1672* NAD 83(1993)-  27 44 26.85482(N)    097 26 30.00987(W)     ADJUSTED  
 AH1672* NAVD 88     -        10.820  (meters)      35.50   (feet)  ADJUSTED  
 AH1672  ___________________________________________________________________
 AH1672  X           -    -731,657.622 (meters)                     COMP
 AH1672  Y           -  -5,601,552.753 (meters)                     COMP
 AH1672  Z           -   2,951,105.264 (meters)                     COMP
 AH1672  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AH1672  ELLIP HEIGHT-         -15.57  (meters)          (10/23/00) GPS OBS
 AH1672  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AH1672  DYNAMIC HT  -          10.804 (meters)      35.45  (feet)  COMP
 AH1672  MODELED GRAV-     979,125.0   (mgal)                       NAVD 88
 AH1672
 AH1672  HORZ ORDER  -  A
 AH1672  VERT ORDER  -  FIRST     CLASS II
 AH1672  ELLP ORDER  -  FOURTH    CLASS II
 AH1672
 AH1672.The horizontal coordinates were established by GPS observations
 AH1672.and adjusted by the National Geodetic Survey in April 1994..
 AH1672
 AH1672.The orthometric height was determined by differential leveling
 AH1672.and adjusted by the National Geodetic Survey in December 1997..
 AH1672.WARNING-GPS observations at this control monument resulted in a GPS
 AH1672.derived orthometric height which differed from the leveled height by
 AH1672.more than one decimeter (0.1 meter).
 AH1672
 AH1672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1672
 AH1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1672
 AH1672.The ellipsoidal height was determined by GPS observations
 AH1672.and is referenced to NAD 83.
 AH1672
 AH1672.The geoid height was determined by GEOID03.
 AH1672
 AH1672.The dynamic height is computed by dividing the NAVD 88
 AH1672.geopotential number by the normal gravity value computed on the
 AH1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1672.degrees latitude (g = 980.6199 gals.).
 AH1672
 AH1672.The modeled gravity was interpolated from observed gravity values.
 AH1672
 AH1672;                    North         East     Units Scale Factor Converg.
 AH1672;SPC TX S     - 5,230,239.889   404,343.876   MT  0.99997788   +0 28 49.8
 AH1672;SPC TX S     -17,159,545.37  1,326,584.87   sFT  0.99997788   +0 28 49.8
 AH1672;SPC TXSC     - 3,990,766.619   753,678.822   MT  1.00024633   +0 45 48.4
 AH1672;SPC TXSC     -13,093,040.15  2,472,694.60   sFT  1.00024633   +0 45 48.4
 AH1672;UTM  14      - 3,069,461.629   653,594.872   MT  0.99989120   +0 43 31.8
 AH1672
 AH1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1672!SPC TX S     -   1.00000245  x   0.99997788  =   0.99998033
 AH1672!SPC TXSC     -   1.00000245  x   1.00024633  =   1.00024878
 AH1672!UTM  14      -   1.00000245  x   0.99989120  =   0.99989365
 AH1672
 AH1672                          SUPERSEDED SURVEY CONTROL
 AH1672
 AH1672  ELLIP H (04/21/94)  -15.45   (m)                       GP(       ) 3 1
 AH1672  NAD 83(1993)-  27 44 26.85519(N)    097 26 30.01084(W) AD(       ) A
 AH1672  ELLIP H (09/04/92)  -15.45   (m)                       GP(       ) 3 1
 AH1672  NAD 83(1986)-  27 44 26.86188(N)    097 26 29.98948(W) AD(       ) 1
 AH1672  NGVD 29 (04/09/92)   11.1    (m)           36.     (f) GPS OBS        
 AH1672
 AH1672.Superseded values are not recommended for survey control.
 AH1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1672.See file dsdata.txt to determine how the superseded data were derived.
 AH1672
 AH1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5359569462(NAD 83)
 AH1672_MARKER: DD = SURVEY DISK
 AH1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1672_SP_SET: CONCRETE POST
 AH1672_STAMPING: CORPUS RRP 1990
 AH1672_MARK LOGO: TXHD  
 AH1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1672+STABILITY: SURFACE MOTION
 AH1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1672+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2002
 AH1672
 AH1672  HISTORY     - Date     Condition        Report By
 AH1672  HISTORY     - 1989     MONUMENTED       TXHD
 AH1672  HISTORY     - 19910326 GOOD
 AH1672  HISTORY     - 19920316 GOOD
 AH1672  HISTORY     - 19930312 GOOD             TXHD
 AH1672  HISTORY     - 19951103 GOOD             NGS
 AH1672  HISTORY     - 19970209 GOOD             NGS
 AH1672  HISTORY     - 19970726 GOOD             USPSQD
 AH1672  HISTORY     - 20020629 GOOD             USPSQD
 AH1672
 AH1672                          STATION DESCRIPTION
 AH1672
 AH1672'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1989
 AH1672'STATION IS LOCATED AT THE STATE DEPARTMENT OF HIGHWAYS AND PUBLIC
 AH1672'TRANSPORTATION OFFICE IN CORPUS CHRISTI AT 1701 SOUTH PADRE ISLAND
 AH1672'DRIVE. STATION IS A BRASS DISK SET BY THE TX HIGHWAY DEPT. AND IS
 AH1672'USED AS A REGIONAL REFERENCE POINT (RRP).
 AH1672
 AH1672                          STATION RECOVERY (1991)
 AH1672
 AH1672'RECOVERED 1991
 AH1672'RECOVERED IN GOOD CONDITION.
 AH1672
 AH1672                          STATION RECOVERY (1992)
 AH1672
 AH1672'RECOVERED 1992
 AH1672'RECOVERED IN GOOD CONDITION.
 AH1672
 AH1672                          STATION RECOVERY (1993)
 AH1672
 AH1672'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1993
 AH1672'STATION IS LOCATED IN CORPUS CHRISTI, AT THE TEXAS DEPARTMENT OF
 AH1672'TRANSPORTATION DISTRICT 16 HEADQUARTERS, IN THE SOUTHEAST CORNER OF
 AH1672'THE INTERSECTION OF SOUTH PADRE ISLAND DRIVE AND GREENWOOD DRIVE.
 AH1672'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION, P.O. BOX 9907, 1701
 AH1672'SOUTH PADRE ISLAND DRIVE, CORPUS CHRISTI, TX 78469.  PHONE
 AH1672'512-808-2321.
 AH1672'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 37 AND STATE
 AH1672'HIGHWAY 358 (SOUTH PADRE ISLAND DRIVE) IN CORPUS CHRISTI, GO SOUTH ON
 AH1672'HIGHWAY 358 FOR 7.6 KM (4.70 MI) TO THE GREENWOOD DRIVE EXIT RAMP.
 AH1672'TAKE EXIT RAMP AND CONTINUE ON ACCESS ROAD FOR 0.2 KM (0.10 MI) TO
 AH1672'STOP LIGHT.  CONTINUE THRU LIGHT FOR 0.08 KM (0.05 MI) TO THE FIRST
 AH1672'ENTRANCE TO THE TEXAS DEPARTMENT OF TRANSPORTATION.  TURN RIGHT IN
 AH1672'DRIVEWAY AND CONTINUE FOR 0.08 KM (0.05 MI) TO STATION ON LEFT.
 AH1672'STATION IS AN ALUMINUM DISK SET IN TOP OF A 6 M (19.7 FT) DEEP
 AH1672'CONCRETE FILLED DRILL SHAFT THAT IS 30 CM IN DIAMETER.  IT IS 36.6 M
 AH1672'(120.1 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE ENGINEERING AND
 AH1672'RIGHT-OF-WAY BUILDING, 28.8 M (94.5 FT) NORTH FROM THE NORTHWEST
 AH1672'CORNER OF THE DIVISION 9 LAB BUILDING, 1.1 M (3.6 FT) EAST FROM A
 AH1672'SIDEWALK AND DIRECTLY UNDER A 6.1 M (20.0 FT) THREE LEGGED STEL
 AH1672'TOWER.
 AH1672
 AH1672                          STATION RECOVERY (1995)
 AH1672
 AH1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JTM)
 AH1672'RECOVERED AS DESCRIBED.
 AH1672
 AH1672                          STATION RECOVERY (1997)
 AH1672
 AH1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1672'IN CORPUS CHRISTI, 36.4 M (119.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 AH1672'OF THE DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY BUILDING AT 1701
 AH1672'SOUTH PADRE ISLAND DRIVE, 12.7 M (41.7 FT) SOUTHEAST OF THE CENTERLINE
 AH1672'OF THE MOST WESTERLY OF 3 ENTRANCES TO THE DEPARTMENT OF
 AH1672'TRANSPORTATION COMPLEX, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD,
 AH1672'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE AND NEAR THE CENTER
 AH1672'OF A TOWER SUPPORTING A GPS ANTENNA.  THE MONUMENT IS ON PROPERTY
 AH1672'OWNED BY THE DEPARTMENT OF TRANSPORTATION, P.O.  BOX 9907, 1701 SOUTH
 AH1672'PADRE ISLAND DRIVE, CORPUS CHRISTI, TX 78469, TELEPHONE NUMBER (512)
 AH1672'808-2321.
 AH1672
 AH1672                          STATION RECOVERY (1997)
 AH1672
 AH1672'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1672'RECOVERED IN GOOD CONDITION.
 AH1672
 AH1672                          STATION RECOVERY (2002)
 AH1672
 AH1672'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AH1672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2058 ***********************************************************************
 FL2058  DESIGNATION -  CORRAL
 FL2058  PID         -  FL2058
 FL2058  STATE/COUNTY-  TX/ROBERTS
 FL2058  USGS QUAD   -  DRY CREEK SE (1971)
 FL2058
 FL2058                         *CURRENT SURVEY CONTROL
 FL2058  ___________________________________________________________________
 FL2058* NAD 83(1993)-  35 51 07.96817(N)    100 45 29.16531(W)     ADJUSTED  
 FL2058* NAVD 88     -       906.     (meters)    2972.     (feet)  SCALED    
 FL2058  ___________________________________________________________________
 FL2058  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 FL2058  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 FL2058
 FL2058  HORZ ORDER  -  FIRST
 FL2058
 FL2058.The horizontal coordinates were established by classical geodetic methods
 FL2058.and adjusted by the National Geodetic Survey in February 1996..
 FL2058
 FL2058.The orthometric height was scaled from a topographic map.
 FL2058
 FL2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2058
 FL2058.The geoid height was determined by GEOID03.
 FL2058
 FL2058;                    North         East     Units Scale Factor Converg.
 FL2058;SPC TX N     - 1,205,732.671   267,012.209   MT  0.99993953   +0 25 47.8
 FL2058;SPC TX N     - 3,955,807.94    876,022.56   sFT  0.99993953   +0 25 47.8
 FL2058;UTM  14      - 3,968,983.799   341,243.492   MT  0.99991057   -1 01 47.7
 FL2058
 FL2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2058!SPC TX N     -   0.99986207  x   0.99993953  =   0.99980160
 FL2058!UTM  14      -   0.99986207  x   0.99991057  =   0.99977265
 FL2058
 FL2058|---------------------------------------------------------------------|
 FL2058| PID    Reference Object                     Distance      Geod. Az  |
 FL2058|                                                           dddmmss.s |
 FL2058| CK8419 CORRAL RM 1                          15.192 METERS 07036     |
 FL2058| CK8418 CORRAL AZ MK                                       1581233.1 |
 FL2058| CK8420 CORRAL RM 2                          17.640 METERS 21612     |
 FL2058| CK8421 CORRAL RM 3                          26.357 METERS 29651     |
 FL2058|---------------------------------------------------------------------|
 FL2058
 FL2058                          SUPERSEDED SURVEY CONTROL
 FL2058
 FL2058  NAD 83(1993)-  35 51 07.96893(N)    100 45 29.16481(W) AD(       ) 1
 FL2058  NAD 83(1986)-  35 51 07.97423(N)    100 45 29.15356(W) AD(       ) 1
 FL2058  NAD 27      -  35 51 07.82600(N)    100 45 27.63600(W) AD(       ) 1
 FL2058
 FL2058.Superseded values are not recommended for survey control.
 FL2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2058.See file dsdata.txt to determine how the superseded data were derived.
 FL2058
 FL2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4124368984(NAD 83)
 FL2058_MARKER: DS = TRIANGULATION STATION DISK
 FL2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2058
 FL2058  HISTORY     - Date     Condition        Report By
 FL2058  HISTORY     - 1951     MONUMENTED       CGS
 FL2058  HISTORY     - 1966     GOOD             CGS
 FL2058
 FL2058                          STATION DESCRIPTION
 FL2058
 FL2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2058'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF MIAMI,
 FL2058'150 FEET WEST OF A HOUSE, 88 FEET SOUTH OF A WINDMILL, 13
 FL2058'FEET SOUTHEAST OF A SMALL BUILDING, 4 FEET SOUTH OF A WITNESS
 FL2058'POST, AND ON PROPERTY OF MR. JAMES FLOWERS.
 FL2058'
 FL2058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 FL2058'FARM ROAD 282 IN MIAMI.  GO NORTH ACROSS THE RAILROAD TRACKS ON
 FL2058'FARM ROAD 282 FOR 1.4 MILES TO THE JUNCTION OF FARM ROAD 283.
 FL2058'KEEP RIGHT ON FARM ROAD 283 AND GO NORTH FOR 10.2 MILES TO A ROAD
 FL2058'FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH FOR 3.4 MILES
 FL2058'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD, NORTH, FOR
 FL2058'0.7 MILES TO THE ENTRANCE TO THE JAMES FLOWERS RANCH HOUSE.
 FL2058'TURN LEFT AND FOLLOW TRACK ROAD FOR 0.1 MILE TO THE WEST SIDE
 FL2058'OF THE RANCH HOUSE AND STATION SITE.
 FL2058'
 FL2058'ALL SURFACE MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS
 FL2058'OF CONCRETE POSTS.
 FL2058'
 FL2058'THE STATION MARK IS STAMPED CORRAL 1951 AND PROJECTS 4 INCHES.
 FL2058'
 FL2058'REFERENCE MARK NO. 1 IS 3 FEET SOUTH OF A SMALL BUILDING AND IS
 FL2058'4 FEET LOWER THAN THE STATION MARK.  THE MARK PROJECTS 6 INCHES,
 FL2058'AND THE DISK IS STAMPED CORRAL NO 1 1951.
 FL2058'
 FL2058'REFERENCE MARK NO. 2 IS 101 FEET SOUTH-SOUTHWEST OF A WINDMILL
 FL2058'AND 59 FEET SOUTH-SOUTHWEST OF A SMALL BUILDING.  THE MARK
 FL2058'PROJECTS 3 INCHES, AND THE DISK IS STAMPED CORRAL NO 2 1951.
 FL2058'
 FL2058'THE AZIMUTH MARK IS 28 FEET WEST OF THE APPROXIMATE CENTER OF
 FL2058'A DIRT ROAD, 2 FEET NORTH OF A WITNESS POST, AND 1 FOOT WEST OF
 FL2058'A FENCE LINE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 FL2058'STAMPED CORRAL 1951.
 FL2058'
 FL2058'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 FL2058
 FL2058                          STATION RECOVERY (1966)
 FL2058
 FL2058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 FL2058'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WAS
 FL2058'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS LYING, INTACT,
 FL2058'NEAR THE STATION.  A REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 FL2058'TIME.  DUE TO CHANGES IN ROADS AND LOCAL SURROUNDINGS AT THE
 FL2058'STATION A NEW DESCRIPTION IS IN ORDER AT THIS TIME.
 FL2058'
 FL2058'THE STATION IS LOCATED APPROXIMATELY 13 MILES AIRLINE NORTH-NORTHWEST
 FL2058'OF MIAMI, IN RANCH YARD 113.0 FEET WEST-NORTHWEST OF THE NORTHWEST
 FL2058'CORNER OF EAST-WEST WING OF NEW BRICK HOME OF MR. ELDON FLOWERS.
 FL2058'IT IS 34.5 FEET WEST OF A ROW OF YOUNG PINE TREES, 79.0 FEET
 FL2058'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE METAL BARN AND
 FL2058'18.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF A 8-FOOT SQUARE
 FL2058'WOODEN BUILDING.  MARKED BY A STANDARD STATION DISK STAMPED
 FL2058'CORRAL 1951, SET IN 10 BY 10 INCH SQUARE CONCRETE POST THAT
 FL2058'PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 FL2058'
 FL2058'REFERENCE MARK 2 IS A STANDARD DISK SET IN 10 BY 10 INCH
 FL2058'SQUARE CONCRETE POST AND STAMPED CORRAL NO 2 1951.  THE MARK
 FL2058'IS 58.5 FEET WEST OF THE ROW OF YOUNG PINE TREES.  IT PROJECTS
 FL2058'3 INCHES ABOVE GROUND LEVEL.
 FL2058'
 FL2058'REFERENCE MARK 3, A STANDARD DISK STAMPED CORRAL NO 3 1951 SET
 FL2058'IN TOP OF 10 BY 10 INCH CONCRETE POST FLUSH WITH THE GROUND.
 FL2058'IT IS 28.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 FL2058'SMALL BUILDING AND 9.0 FEET SOUTH-SOUTHEAST OF A SMALL POLE
 FL2058'WHICH SUPPORTS ELECTRIC LINES.  THE MARK IS APPROXIMATELY 3
 FL2058'FEET BELOW THE LEVEL OF THE STATION.
 FL2058'
 FL2058'THE AZIMUTH MARK, A STANDARD DISK STAMPED CORRAL 1951 SET IN
 FL2058'A 10 BY 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 FL2058'GROUND LEVEL, IS 139.5 FEET NORTH OF T-FENCE CORNER, 29.3 FEET
 FL2058'WEST OF CENTER LINE OF DIRT ROAD, 2.5 FEET NORTH-NORTHWEST OF
 FL2058'WOODEN WITNESS POST AND 1 FOOT WEST OF FENCE.
 FL2058'
 FL2058'TO REACH THE STATION FROM THE POST OFFICE IN MIAMI, GO NORTH
 FL2058'0.1 MILE TO INTERSECTION OF U.S. HIGHWAY 60 AND FARM ROADS 282
 FL2058'AND 283.  GO NORTH ON FARM ROADS 282 AND 283 FOR 1.35 MILES TO
 FL2058'FORKS, KEEP RIGHT FORK ON FARM ROAD 283 AND GO 3.5 MILES TO FORKS,
 FL2058'TAKE LEFT FORK FOLLOWING FARM ROAD 283 FOR 2.95 MILES TO FORKS,
 FL2058'KEEP RIGHT AND GO 3.2 MILES TO DIRT SIDE ROAD RIGHT.  TAKE
 FL2058'DIRT SIDE ROAD RIGHT AND GO NORTH 3.55 MILES TO GAS WELL ON
 FL2058'RIGHT, CONTINUE NORTH FOR 0.35 MILE TO THE AZIMUTH MARK ON LEFT.
 FL2058'PROCEED NORTH ON GRADED ROAD FOR 0.6 MILE TO FORKS AT THE
 FL2058'FLOWERS RANCH HOUSE ON LEFT, TAKE LEFT FORK PASS TO
 FL2058'NORTH OF HOUSE GOING 0.05 MILE, PROCEED WEST THROUGH BARN
 FL2058'YARD 0.1 MILE, THEN LEFT SOUTH VIA CATTLE GUARD INTO YARD AREA
 FL2058'WEST OF BRICK HOUSE AND STATION.
 FL2058'
 FL2058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13.0 MILES
 FL2058'NORTH-NORTHWEST OF MIAMI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1469 ***********************************************************************
 AB1469  DESIGNATION -  CORRAL 1939
 AB1469  PID         -  AB1469
 AB1469  STATE/COUNTY-  TX/KENEDY
 AB1469  USGS QUAD   -  POTRERO LOPENO NW (1975)
 AB1469
 AB1469                         *CURRENT SURVEY CONTROL
 AB1469  ___________________________________________________________________
 AB1469* NAD 83(1993)-  26 56 14.45435(N)    097 22 56.68603(W)     ADJUSTED  
 AB1469* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AB1469  ___________________________________________________________________
 AB1469  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AB1469  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AB1469
 AB1469  HORZ ORDER  -  SECOND
 AB1469
 AB1469.The horizontal coordinates were established by classical geodetic methods
 AB1469.and adjusted by the National Geodetic Survey in February 1996..
 AB1469
 AB1469.The orthometric height was scaled from a topographic map.
 AB1469
 AB1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1469
 AB1469.The geoid height was determined by GEOID03.
 AB1469
 AB1469;                    North         East     Units Scale Factor Converg.
 AB1469;SPC TX S     - 5,141,272.041   410,974.345   MT  0.99989541   +0 30 26.6
 AB1469;SPC TX S     -16,867,656.69  1,348,338.33   sFT  0.99989541   +0 30 26.6
 AB1469;UTM  14      - 2,980,523.164   660,590.733   MT  0.99991838   +0 43 58.6
 AB1469
 AB1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1469!SPC TX S     -   1.00000360  x   0.99989541  =   0.99989901
 AB1469!UTM  14      -   1.00000360  x   0.99991838  =   0.99992198
 AB1469
 AB1469:                Primary Azimuth Mark                     Grid Az
 AB1469:SPC TX S     -  SINK                                     154 48 52.9
 AB1469:UTM  14      -  SINK                                     154 35 20.9
 AB1469
 AB1469|---------------------------------------------------------------------|
 AB1469| PID    Reference Object                     Distance      Geod. Az  |
 AB1469|                                                           dddmmss.s |
 AB1469| AB1445 SINK                                APPROX. 1.9 KM 1551919.5 |
 AB1469| AB1447 LAGUNA 1939                         APPROX. 5.8 KM 1693719.9 |
 AB1469|---------------------------------------------------------------------|
 AB1469
 AB1469                          SUPERSEDED SURVEY CONTROL
 AB1469
 AB1469  NAD 83(1986)-  26 56 14.47315(N)    097 22 56.65829(W) AD(       ) 2
 AB1469  NAD 27      -  26 56 13.27600(N)    097 22 55.72100(W) AD(       ) 2
 AB1469
 AB1469.Superseded values are not recommended for survey control.
 AB1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1469.See file dsdata.txt to determine how the superseded data were derived.
 AB1469
 AB1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6059180523(NAD 83)
 AB1469_MARKER: P = PIPE CAP
 AB1469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1469_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AB1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1469
 AB1469  HISTORY     - Date     Condition        Report By
 AB1469  HISTORY     - 1939     MONUMENTED       CGS
 AB1469  HISTORY     - 1946     MARK NOT FOUND   SUNOCO
 AB1469  HISTORY     - 1948     GOOD             HUMBLE
 AB1469  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1469  HISTORY     - 1969     GOOD             CGS
 AB1469  HISTORY     - 1979     GOOD             NGS
 AB1469
 AB1469                          STATION DESCRIPTION
 AB1469
 AB1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1469'STATION CORRAL IS LOCATED IN KENEDY COUNTY, ON PADRE ISLAND,
 AB1469'ABOUT 51.75 MILES SSW OF CORPUS CHRISTI PASS, OPPOSITE TORO
 AB1469'ISLAND, ABOUT 0.75 MILE W OF BEACH.  IT IS ABOUT 100 FEET
 AB1469'S OF AN OLD CORRAL AND IS ENTIRELY SURROUNDED BY SAND DUNES.
 AB1469'
 AB1469'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AB1469'TOP OF A 3-INCH GALVANIZED-IRON PIPE, 6 FEET LONG, EMBEDDED
 AB1469'IN CONCRETE AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1469'
 AB1469'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1469
 AB1469                          STATION RECOVERY (1946)
 AB1469
 AB1469'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AB1469'THIS MARK COULD NOT BE LOCATED.  ITS POSITION IS NOW COVERED
 AB1469'BY A 15-FOOT SAND DUNE.
 AB1469
 AB1469                          STATION RECOVERY (1948)
 AB1469
 AB1469'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1948
 AB1469'STATION IS UNDER SMALL SAND DUNE ABOUT 12 FEET DEEP.  OLD
 AB1469'CORRAL DESCRIBED IS STILL THERE.
 AB1469
 AB1469                          STATION RECOVERY (1949)
 AB1469
 AB1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1469'STATION NOT FOUND.  A SEARCH OF THE LOCALITY, AS SHOWN FROM
 AB1469'GEOGRAPHIC POSITIONS, FAILED TO REVEAL ANY SIGN OF STATION.
 AB1469
 AB1469                          STATION RECOVERY (1969)
 AB1469
 AB1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB1469'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 AB1469'DESCRIBED WITH THE FOLLOWING EXCEPTIONS--IT IS NO LONGER
 AB1469'SURROUNDED BY SAND DUNES.  THE FOLLOWING NOTES ARE GIVEN
 AB1469'TO AID IN STATION RECOVERY--IT IS 86 FEET SOUTH OF THE SOUTHEAST
 AB1469'CORNER OF AN OLD CORRAL, 42 FEET EAST OF A NORTH-SOUTH LINE
 AB1469'OF POSTS, AND 3 FEET NORTH OF AN 8 BY 8-INCH WOODEN POST
 AB1469'WHICH PROJECTS ABOUT 6 FEET AND HAS A U.S. MARK SIGN NAILED
 AB1469'TO IT.
 AB1469'
 AB1469'TO REACH THE STATION FROM THE ENTRANCE TO THE PADRE ISLAND
 AB1469'CAUSEWAY (JUST SOUTH OF THE CORPUS CHRISTI NAVAL AIR STATION),
 AB1469'GO EASTERLY ACROSS THE CAUSEWAY FOR 4.9 MILES TO A JUNCTION
 AB1469'OF PARK ROADS 22 AND 53.  KEEP STRAIGHT AHEAD ON PARK ROAD
 AB1469'53 FOR 15.65 MILES TO THE END OF THE PAVEMENT AT THE GULF
 AB1469'BEACH.  TURN RIGHT AND GO SOUTHERLY DOWN THE BEACH FOR 7.0
 AB1469'MILES TO A SIGN 4-WHEEL DRIVE VEHICLES ONLY BEYOND THIS POINT.
 AB1469'CONTINUE SOUTHERLY ALONG BEACH FOR 8.9 MILES TO YARBOROUGH
 AB1469'PASS (NOW FILLED BY SAND).  CONTINUE SOUTHERLY ALONG THE
 AB1469'BEACH FOR 3.95 MILES TO A BROAD PASS AND A TRACK ROAD LEADING
 AB1469'WEST OFF THE BEACH.  TURN RIGHT, GO WEST ON TRACK ROAD
 AB1469'THROUGH THE DUNES AND GO SOUTHWEST AND SOUTH FOR 0.8 MILE TO
 AB1469'A REVERSE Y-INTERSECTION.  KEEP STRAIGHT AHEAD,
 AB1469'SOUTHERLY, FOR 3.65 MILES TO TRIANGULATION STATION
 AB1469'RAINBOW 1939 (ABOUT 0.15 MILE TO THE EAST).  CONTINUE
 AB1469'SOUTHERLY ON THE TRACK ROAD FOR 4.1 MILES TO AN OLD
 AB1469'BUILDING SITE, OLD CORRALS, AND TRIANGULATION STATION DUNN
 AB1469'1939 (ABOUT 0.3 MILE TO THE EAST).  CONTINUE SOUTHERLY
 AB1469'ON THE TRACK ROAD FOR 2.0 MILES TO TWO OLD GATE POSTS.
 AB1469'CONTINUE AHEAD ON THE TRACK ROAD FOR 2.6 MILES TO A
 AB1469'POINT WHERE THE MAIN ROAD CURVES TO THE SOUTHEAST
 AB1469'TOWARD A BEACH CABIN.  BEAR LEFT AND GO SOUTHEAST TOWARD
 AB1469'THE BEACH CABIN ON THE MAIN TRAVELED ROAD FOR 0.6 MILE
 AB1469'TO THE BEACH.  THENCE TURN RIGHT AND GO SOUTHERLY ALONG
 AB1469'BEACH FOR 3.5 MILES TO A CUT THROUGH THE DUNE LINE.  TURN
 AB1469'RIGHT THROUGH THE CUT, THEN BEAR SLIGHTLY TO LEFT AND GO
 AB1469'SOUTHWESTERLY FOR 0.55 MILE TO AN OLD CORRAL AND THE STATION
 AB1469'AS DESCRIBED.
 AB1469'
 AB1469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 51
 AB1469'3/4 MILES SSW OF CORPUS CHRISTI.
 AB1469
 AB1469                          STATION RECOVERY (1979)
 AB1469
 AB1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1469'STATION NOT OCCUPIED.
 AB1469'
 AB1469'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY
 AB1469'L. F. S. IN 1969.
 AB1469'
 AB1469'NO REFERENCE OR AZIMUTH MARKS HAVE BEEN SET AT THIS STATION.
 AB1469'
 AB1469'STATION MARK IS 86 FEET SOUTH OF THE SE CORNER OF OLD CORRAL, 42 FEET
 AB1469'EAST OF N-S LINE OF POSTS AND 3 FEET NORTH OF AN 8 BY 8 INCH WOODEN
 AB1469'POST THAT PROJECTS ABOUT 6 FEET AND HAS A WITNESS SIGN NAILED TO
 AB1469'IT.  IT IS A STANDARD DISK, STAMPED CORRAL 1939, ON TOP OF A 3-INCH
 AB1469'PIPE WHICH PROJECTS 15 INCHES.
 AB1469'
 AB1469'TO REACH FROM THE END OF THE PAVED ROAD (PARK ROAD 22) ABOUT 2 MILES
 AB1469'SOUTH OF THE PADRE ISLAND NATIONAL SEASHORE INFORMATION OFFICE GO
 AB1469'SOUTH ALONG BEACH (NEED 4-WHEEL DRIVE AFTER FIRST 4 OR 5 MILES) FOR
 AB1469'ABOUT 16 MILES TO YARBOROUGH PASS (NOW FILLED WITH SAND, BUT THERE
 AB1469'IS A SIGN YARBOROUGH PASS, AND A TRACK SAND ROAD RIGHT.) CONTINUE
 AB1469'ALONG BEACH FOR 18 MILES TO A CUT THROUGH THE SAND DUNES
 AB1469'(FROM GULF TO BAY).  (WATER IS ABOUT 10 INCHES DEEP AND 10 FEET
 AB1469'WIDE AT HIGH TIDE).  CONTINUE SOUTH ALONG BEACH FOR 0.4 MILE TO A
 AB1469'DIM SAND ROAD RIGHT AND END OF TRUCK TRAVEL.  PACK WESTERLY ALONG
 AB1469'TRACK ROAD (CAN BE DRIVEN WITH 4-WHEEL DRIVE DURING THE DRY
 AB1469'SEASON) FOR ABOUT .6 MILE TO THE OLD CORRALS AND STATION AS
 AB1469'DESCRIBED.
 AB1469'
 AB1469'NOTE--THE 1969 TO REACH BY L. F. S. IS PROBABLY GOOD BUT DURING THE
 AB1469'WINTER MONTHS IT IS SO WET THAT A LOT OF THE TRACK ROAD MENTIONED IS
 AB1469'UNDER WATER AND UNSAFE TO TRY TO DRIVE, SO WE RECOVERED ALL THE
 AB1469'STATIONS BY DRIVING ALONG THE BEACH THEN PACKING BACK THROUGH THE
 AB1469'SAND DUNES AND MARSHES TO THE STATIONS.
 AB1469'
 AB1469'A HELICOPTER CAN LAND AT THIS STATION.
 AB1469'
 AB1469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES NORTH OF
 AB1469'PORT MANSFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2318 ***********************************************************************
 AH2318  DESIGNATION -  CORRAL ET
 AH2318  PID         -  AH2318
 AH2318  STATE/COUNTY-  TX/DEAF SMITH
 AH2318  USGS QUAD   -  WILDORADO SW (1984)
 AH2318
 AH2318                         *CURRENT SURVEY CONTROL
 AH2318  ___________________________________________________________________
 AH2318* NAD 83(1993)-  35 04 22.96102(N)    102 14 20.32024(W)     ADJUSTED  
 AH2318* NAVD 88     -      1174.5    (meters)    3853.     (feet)  VERTCON   
 AH2318  ___________________________________________________________________
 AH2318  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 AH2318  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AH2318
 AH2318  HORZ ORDER  -  THIRD
 AH2318
 AH2318.The horizontal coordinates were established by classical geodetic methods
 AH2318.and adjusted by the National Geodetic Survey in July 1998..
 AH2318
 AH2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2318
 AH2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2318
 AH2318.The geoid height was determined by GEOID03.
 AH2318
 AH2318;                    North         East     Units Scale Factor Converg.
 AH2318;SPC TX N     - 1,119,292.082   132,605.490   MT  0.99992888   -0 25 41.8
 AH2318;SPC TX N     - 3,672,210.77    435,056.51   sFT  0.99992888   -0 25 41.8
 AH2318;UTM  13      - 3,884,630.708   751,757.103   MT  1.00038121   +1 35 14.5
 AH2318
 AH2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2318!SPC TX N     -   0.99981966  x   0.99992888  =   0.99974855
 AH2318!UTM  13      -   0.99981966  x   1.00038121  =   1.00020080
 AH2318
 AH2318                          SUPERSEDED SURVEY CONTROL
 AH2318
 AH2318  NGVD 29 (07/28/98) 1174.0    (m)         3852.     (f) VERT ANG       
 AH2318
 AH2318.Superseded values are not recommended for survey control.
 AH2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2318.See file dsdata.txt to determine how the superseded data were derived.
 AH2318
 AH2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU5175784631(NAD 83)
 AH2318_MARKER: DS = TRIANGULATION STATION DISK
 AH2318
 AH2318  HISTORY     - Date     Condition        Report By
 AH2318  HISTORY     - 1961     MONUMENTED       USGS
 AH2318
 AH2318                          STATION DESCRIPTION
 AH2318
 AH2318'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH2318'LOCATED ABOUT 12.0 MI. (AIRLINE) N. OF DAWN, TEXAS, ABOUT 2.0 MI.
 AH2318'(AIRLINE) W. OF FARM ROAD 809 AND 1.0 FT. E. OF FENCE LINE.
 AH2318'TO REACH FROM JUNCTION OF U.S. HIGHWAY NO. 60 AND FARM ROAD 809, W. OF
 AH2318'DAWN, TEXAS, GO W. ON HIGHWAY 60 3.6 MI. TO GRADED RD. N., TURN RIGHT
 AH2318'(N.) ON GRADED RD. 12.4 MI. TO GATE, TURN RIGHT (E.) THRU GATE 1.1 MI.
 AH2318'TO A DOUBLE GATE, PASS THRU GATES AND GO N. ALONG E. SIDE OF FENCE 1.0
 AH2318'MI. TO A STATION SITE.
 AH2318'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.4 FT.,
 AH2318'STAMPED---CORRAL ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2157 ***********************************************************************
 BL2157  DESIGNATION -  CORRIGAN
 BL2157  PID         -  BL2157
 BL2157  STATE/COUNTY-  TX/POLK
 BL2157  USGS QUAD   -  CORRIGAN (1984)
 BL2157
 BL2157                         *CURRENT SURVEY CONTROL
 BL2157  ___________________________________________________________________
 BL2157* NAD 83(1993)-  30 57 31.82488(N)    094 49 26.78460(W)     ADJUSTED  
 BL2157* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 BL2157  ___________________________________________________________________
 BL2157  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BL2157  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL2157
 BL2157  HORZ ORDER  -  SECOND
 BL2157
 BL2157.The horizontal coordinates were established by classical geodetic methods
 BL2157.and adjusted by the National Geodetic Survey in February 1996..
 BL2157
 BL2157.The orthometric height was scaled from a topographic map.
 BL2157
 BL2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2157
 BL2157.The geoid height was determined by GEOID03.
 BL2157
 BL2157;                    North         East     Units Scale Factor Converg.
 BL2157;SPC TX C     - 3,156,274.096 1,226,103.239   MT  0.99988202   +2 50 15.3
 BL2157;SPC TX C     -10,355,209.26  4,022,640.38   sFT  0.99988202   +2 50 15.3
 BL2157;UTM  15      - 3,426,467.431   325,770.995   MT  0.99997446   -0 56 19.0
 BL2157
 BL2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2157!SPC TX C     -   0.99998658  x   0.99988202  =   0.99986860
 BL2157!UTM  15      -   0.99998658  x   0.99997446  =   0.99996104
 BL2157
 BL2157|---------------------------------------------------------------------|
 BL2157| PID    Reference Object                     Distance      Geod. Az  |
 BL2157|                                                           dddmmss.s |
 BL2157| CV8301 CORRIGAN RM 1                        21.270 METERS 17409     |
 BL2157| CV8300 CORRIGAN AZ MK                                     1803305.8 |
 BL2157| CV8302 CORRIGAN RM 2                        21.166 METERS 26318     |
 BL2157| BL2156 CORRIGAN MUNICIPAL TANK             APPROX. 4.4 KM 3565035.3 |
 BL2157|---------------------------------------------------------------------|
 BL2157
 BL2157                          SUPERSEDED SURVEY CONTROL
 BL2157
 BL2157  NAD 83(1986)-  30 57 31.83605(N)    094 49 26.77237(W) AD(       ) 2
 BL2157  NAD 27      -  30 57 31.15300(N)    094 49 26.02600(W) AD(       ) 2
 BL2157
 BL2157.Superseded values are not recommended for survey control.
 BL2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2157.See file dsdata.txt to determine how the superseded data were derived.
 BL2157
 BL2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2577126467(NAD 83)
 BL2157_MARKER: DS = TRIANGULATION STATION DISK
 BL2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2157
 BL2157  HISTORY     - Date     Condition        Report By
 BL2157  HISTORY     - 1949     MONUMENTED       CGS
 BL2157
 BL2157                          STATION DESCRIPTION
 BL2157
 BL2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2157'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF CORRIGAN,
 BL2157'ON THE RIGHT OF WAY OF U.S. HIGHWAY 59 AND ON A PROMINENT
 BL2157'WOODED RIDGE.  IT IS 140 FEET EAST OF THE CENTER OF U.S.
 BL2157'HIGHWAY 59, 44 FEET EAST OF THE CENTER OF A DIM TRACK ROAD,
 BL2157'17 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 4.5 FEET WEST
 BL2157'OF WITNESS POST.  IT IS STAMPED CORRIGAN 1949 AND PROJECTS
 BL2157'2 INCHES.
 BL2157'
 BL2157'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 35 FEET EAST
 BL2157'OF THE CENTER OF TRACK ROAD AND 16 FEET WEST OF NORTH-SOUTH
 BL2157'FENCE LINE.  IT IS STAMPED CORRIGAN NO 1 1949 AND PROJECTS
 BL2157'2 INCHES.
 BL2157'
 BL2157'REFERENCE MARK NO 2 IS WEST OF THE STATION, 71 FEET EAST
 BL2157'OF THE CENTER OF U.S. HIGHWAY 59 AND 25 FEET WEST OF THE
 BL2157'CENTER OF TRACK ROAD.  IT IS STAMPED CORRIGAN NO 2 1949
 BL2157'AND PROJECTS 3 INCHES.
 BL2157'
 BL2157'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTH OF THE STATION,
 BL2157'45 FEET EAST OF THE CENTER OF U.S. HIGHWAY 59, 20 FEET WEST
 BL2157'OF NORTH-SOUTH FENCE LINE AND 4 FEET WEST OF WITNESS POST.
 BL2157'IT IS STAMPED CORRIGAN 1949 AND PROJECTS 6 INCHES.
 BL2157'
 BL2157'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 59
 BL2157'AND 287 AT THE CAUTION LIGHT IN CORRIGAN, GO SOUTH ON U.S.
 BL2157'HIGHWAY 59 FOR 2.6 MILES TO 20 FOOT CUT BANK ON THE EAST
 BL2157'AND STATION AS DESCRIBED.
 BL2157'
 BL2157'A 100 FOOT SIGNAL AT STATION CAMDEN LOOKOUT 1935 IS VISIBLE
 BL2157'AT 50 FEET.
 BL2157'
 BL2157'AN 87 FOOT SIGNAL AT STATION BERING IS VISIBLE AT 10 FEET.
 BL2157'
 BL2157'A 100 FOOT SIGNAL AT STATION MOSCOW IS VISIBLE AT 37 FEET.
 BL2157'
 BL2157'A 47 FOOT SIGNAL AT STATION EDEN IS VISIBLE AT 50 FEET.
 BL2157'
 BL2157'A 100 FOOT SIGNAL AT STATION WAKEFIELD IS VISIBLE AT 50 FEET.
 BL2157'
 BL2157'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2156 ***********************************************************************
 BL2156  DESIGNATION -  CORRIGAN MUNICIPAL TANK
 BL2156  PID         -  BL2156
 BL2156  STATE/COUNTY-  TX/POLK
 BL2156  USGS QUAD   -  CORRIGAN (1984)
 BL2156
 BL2156                         *CURRENT SURVEY CONTROL
 BL2156  ___________________________________________________________________
 BL2156* NAD 83(1993)-  30 59 54.65347(N)    094 49 35.92927(W)     ADJUSTED  
 BL2156* NAVD 88     -                                                        
 BL2156  ___________________________________________________________________
 BL2156  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BL2156  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2156
 BL2156  HORZ ORDER  -  THIRD
 BL2156
 BL2156.The horizontal coordinates were established by classical geodetic methods
 BL2156.and adjusted by the National Geodetic Survey in February 1996..
 BL2156
 BL2156
 BL2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2156
 BL2156.The geoid height was determined by GEOID03.
 BL2156
 BL2156;                    North         East     Units Scale Factor Converg.
 BL2156;SPC TX C     - 3,160,654.865 1,225,643.232   MT  0.99988174   +2 50 10.6
 BL2156;SPC TX C     -10,369,581.84  4,021,131.17   sFT  0.99988174   +2 50 10.6
 BL2156;UTM  15      - 3,430,869.397   325,600.526   MT  0.99997519   -0 56 27.6
 BL2156
 BL2156                          SUPERSEDED SURVEY CONTROL
 BL2156
 BL2156  NAD 83(1986)-  30 59 54.66448(N)    094 49 35.91710(W) AD(       ) 4
 BL2156  NAD 27      -  30 59 53.98500(N)    094 49 35.17300(W) AD(       ) 3
 BL2156
 BL2156.Superseded values are not recommended for survey control.
 BL2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2156.See file dsdata.txt to determine how the superseded data were derived.
 BL2156
 BL2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2560130869(NAD 83)
 BL2156_MARKER: 53 = ELEVATED TANK
 BL2156
 BL2156  HISTORY     - Date     Condition        Report By
 BL2156  HISTORY     - 1949     FIRST OBSERVED   CGS
 BL2156  HISTORY     - 20040604 GOOD             USPSQD
 BL2156  HISTORY     - 20050709 GOOD             USPSQD
 BL2156
 BL2156                          STATION DESCRIPTION
 BL2156
 BL2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2156'THE STATION IS LOCATED 0.05 MILE EAST OF THE RAILROAD DEPOT
 BL2156'IN CORRIGAN, ABOUT 150 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 BL2156'NO. 59, AND 74 FEET NORTH OF THE CENTER OF A GRADED STREET.
 BL2156'
 BL2156'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A DOME SHAPED
 BL2156'ROOF WITH A BALL AT ITS TOP.  IT IS SUPPORTED BY A FOUR LEGGED
 BL2156'STEEL TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT 110 FEET.
 BL2156'
 BL2156'THE POINT OBSERVED UPON WAS THE BALL AT THE TOP OF THE ROOF.
 BL2156
 BL2156                          STATION RECOVERY (2004)
 BL2156
 BL2156'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2156'RECOVERED IN GOOD CONDITION.
 BL2156
 BL2156                          STATION RECOVERY (2005)
 BL2156
 BL2156'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0549 ***********************************************************************
 CS0549  DESIGNATION -  CORSICANA
 CS0549  PID         -  CS0549
 CS0549  STATE/COUNTY-  TX/NAVARRO
 CS0549  USGS QUAD   -  CORSICANA (1978)
 CS0549
 CS0549                         *CURRENT SURVEY CONTROL
 CS0549  ___________________________________________________________________
 CS0549* NAD 83(1993)-  32 05 41.50906(N)    096 27 09.78544(W)     ADJUSTED  
 CS0549* NAVD 88     -       128.001  (meters)     419.95   (feet)  ADJUSTED  
 CS0549  ___________________________________________________________________
 CS0549  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CS0549  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0549  DYNAMIC HT  -         127.852 (meters)     419.46  (feet)  COMP
 CS0549  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 CS0549
 CS0549  HORZ ORDER  -  SECOND
 CS0549  VERT ORDER  -  SECOND    CLASS 0
 CS0549
 CS0549.The horizontal coordinates were established by classical geodetic methods
 CS0549.and adjusted by the National Geodetic Survey in February 1996..
 CS0549
 CS0549.The orthometric height was determined by differential leveling
 CS0549.and adjusted by the National Geodetic Survey in June 1991..
 CS0549
 CS0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0549
 CS0549.The geoid height was determined by GEOID03.
 CS0549
 CS0549.The dynamic height is computed by dividing the NAVD 88
 CS0549.geopotential number by the normal gravity value computed on the
 CS0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0549.degrees latitude (g = 980.6199 gals.).
 CS0549
 CS0549.The modeled gravity was interpolated from observed gravity values.
 CS0549
 CS0549;                    North         East     Units Scale Factor Converg.
 CS0549;SPC TXNC     - 2,049,367.415   793,244.517   MT  1.00001088   +1 06 59.7
 CS0549;SPC TXNC     - 6,723,632.93  2,602,503.05   sFT  1.00001088   +1 06 59.7
 CS0549;UTM  14      - 3,553,791.073   740,391.068   MT  1.00031272   +1 21 14.7
 CS0549
 CS0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0549!SPC TXNC     -   0.99998391  x   1.00001088  =   0.99999479
 CS0549!UTM  14      -   0.99998391  x   1.00031272  =   1.00029663
 CS0549
 CS0549|---------------------------------------------------------------------|
 CS0549| PID    Reference Object                     Distance      Geod. Az  |
 CS0549|                                                           dddmmss.s |
 CS0549| CS0550 CORSICANA RM 1                       25.678 METERS 11410     |
 CS0549| CS0551 CORSICANA RM 2                       30.044 METERS 23513     |
 CS0549| CX9322 CORSICANA AZ MK                                    3311951.5 |
 CS0549|---------------------------------------------------------------------|
 CS0549
 CS0549                          SUPERSEDED SURVEY CONTROL
 CS0549
 CS0549  NAD 83(1986)-  32 05 41.51670(N)    096 27 09.76701(W) AD(       ) 2
 CS0549  NAD 27      -  32 05 40.96600(N)    096 27 08.82900(W) AD(       ) 2
 CS0549  NGVD 29 (??/??/92)  127.994  (m)          419.93   (f) ADJ UNCH    2 0
 CS0549
 CS0549.Superseded values are not recommended for survey control.
 CS0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0549.See file dsdata.txt to determine how the superseded data were derived.
 CS0549
 CS0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA4039153791(NAD 83)
 CS0549_MARKER: DB = BENCH MARK DISK
 CS0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0549_STAMPING: CORSICANA 1947
 CS0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0549+STABILITY: SURFACE MOTION
 CS0549
 CS0549  HISTORY     - Date     Condition        Report By
 CS0549  HISTORY     - 1947     MONUMENTED       CGS
 CS0549  HISTORY     - 1965     GOOD             USGS
 CS0549  HISTORY     - 1965     GOOD             USGS
 CS0549  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0549
 CS0549                          STATION DESCRIPTION
 CS0549
 CS0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS0549'THE STATION IS LOCATED NEAR THE EAST MUNICIPAL WATER TANK IN
 CS0549'THE TOWN OF CORSICANA, 0.1 MILE SOUTH OF STATE ROUTE 31,
 CS0549'300 FEET EAST OF THE OLD DAVID CROCKET HIGH SCHOOL AND 50
 CS0549'FEET NORTHWEST OF THE INTERSECTION OF NINTH AVENUE AND FIRST
 CS0549'STREET.  THE MARK IS STAMPED CORSICANA 1947 AND PROJECTS 3
 CS0549'INCHES.
 CS0549'
 CS0549'REFERENCE MARK NO. 1 IS 40 FEET SOUTH OF THE INTERSECTION
 CS0549'OF NINTH AVENUE AND FIRST STREET AND 15 FEET NORTH OF BALL
 CS0549'PARK FENCE.  IT IS STAMPED CORSICANA NO 1 1947 AND PROJECTS
 CS0549'3 INCHES.
 CS0549'
 CS0549'REFERENCE MARK NO. 2 IS LOCATED 150 FEET SOUTHEAST OF THE
 CS0549'OLD SCHOOLHOUSE AND 40 FEET NORTH OF THE CENTER OF NINTH AVENUE.
 CS0549'IT IS STAMPED CORSICANA NO 2 1947 AND PROJECTS 3 INCHES.
 CS0549'
 CS0549'THE AZIMUTH MARK IS LOCATED 0.4 MILE NORTH OF THE STATION,
 CS0549'0.05 MILE NORTHEAST OF THE JACKSON HIGH SCHOOL (COLORED),
 CS0549'70 FEET NORTH OF CENTER LINE OF FOURTH AVENUE AND 40 FEET
 CS0549'EAST OF THE CENTER OF FIRST STREET.  IT IS STAMPED CORSICANA
 CS0549'1947 AND PROJECTS 2 INCHES.
 CS0549'
 CS0549'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF CORSICANAS
 CS0549'EAST MUNICIPAL WATER TANK.
 CS0549'
 CS0549'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS U.S. 75
 CS0549'AND STATE 31 GO EAST ON STATE ROUTE 31 FOR 0.35 MILE TO
 CS0549'FIRST STREET, TURN RIGHT AND GO 0.1 MILE TO THE WATER TANK,
 CS0549'AND THE STATION ON THE RIGHT AS DESCRIBED.
 CS0549'
 CS0549'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON FIRST
 CS0549'STREET FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CS0549'
 CS0549'A 74 FOOT SIGNAL AT BRIAR IS VISIBLE AT 37 FEET
 CS0549'
 CS0549'A 74 FOOT SIGNAL AT POWELL IS VISIBLE AT 37 FEET
 CS0549'
 CS0549'A 74 FOOT SIGNAL AT MILDRED IS VISIBLE AT 37 FEET
 CS0549'
 CS0549'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS0549
 CS0549                          STATION RECOVERY (1965)
 CS0549
 CS0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0549'STATION WAS RECOVERED.  IT IS SET ON TOP OF A CONCRETE POST
 CS0549'PROJECTING ABOUT 0.4 FOOT.  R.M. 1 WAS NOT RECOVERED.
 CS0549'
 CS0549'REVISED DESCRIPTION--AT CORSICANA, NAVARRO CO. NEAR THE
 CS0549'INTERSECTION OF 9TH AVE. AND FIRST ST. AND AT THE NORTH SIDE
 CS0549'OF A FOOTBALL STADIUM.  36 FT NORTH OF 9TH AVE AND 33 FT WEST
 CS0549'OF FIRST ST.
 CS0549
 CS0549                          STATION RECOVERY (1965)
 CS0549
 CS0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0549'IN CORSICANA.
 CS0549'AT CONSICANA, NAVARRO CO. NEAR THE INTERSECTION OF 9TH AVE AND FIRST
 CS0549'STREET AND AT THE NORTH SIDE OF A FOOTBALL STADIUM-- 36 FT. NORTH OF
 CS0549'9TH AVE AND 33 FT. WEST OF FIRST STREET-- A STANDARD TRIANGULATION
 CS0549'DISK STAMPED CORSICANA 1947 AND SET IN TOP OF A CONCR. POST PROJECTING
 CS0549'ABOUT 0.4 FOOT.
 CS0549
 CS0549                          STATION RECOVERY (2002)
 CS0549
 CS0549'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0544 ***********************************************************************
 CS0544  DESIGNATION -  CORSICANA 1
 CS0544  PID         -  CS0544
 CS0544  STATE/COUNTY-  TX/NAVARRO
 CS0544  USGS QUAD   -  CORSICANA (1978)
 CS0544
 CS0544                         *CURRENT SURVEY CONTROL
 CS0544  ___________________________________________________________________
 CS0544* NAD 83(1986)-  32 04 45.     (N)    096 29 00.     (W)     SCALED    
 CS0544* NAVD 88     -       145.227  (meters)     476.47   (feet)  ADJUSTED  
 CS0544  ___________________________________________________________________
 CS0544  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0544  DYNAMIC HT  -         145.058 (meters)     475.91  (feet)  COMP
 CS0544  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 CS0544
 CS0544  VERT ORDER  -  SECOND    CLASS 0
 CS0544
 CS0544.The horizontal coordinates were scaled from a topographic map and have
 CS0544.an estimated accuracy of +/- 6 seconds.
 CS0544
 CS0544.The orthometric height was determined by differential leveling
 CS0544.and adjusted by the National Geodetic Survey in June 1991..
 CS0544.WARNING-Repeat measurements at this control monument indicate possible
 CS0544.vertical movement.
 CS0544
 CS0544.The geoid height was determined by GEOID03.
 CS0544
 CS0544.The dynamic height is computed by dividing the NAVD 88
 CS0544.geopotential number by the normal gravity value computed on the
 CS0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0544.degrees latitude (g = 980.6199 gals.).
 CS0544
 CS0544.The modeled gravity was interpolated from observed gravity values.
 CS0544
 CS0544;                    North         East    Units  Estimated Accuracy
 CS0544;SPC TXNC     - 2,047,570.      790,390.      MT  (+/- 180 meters Scaled)
 CS0544
 CS0544                          SUPERSEDED SURVEY CONTROL
 CS0544
 CS0544  NGVD 29 (??/??/92)  145.217  (m)          476.43   (f) ADJ UNCH    2 0
 CS0544
 CS0544.Superseded values are not recommended for survey control.
 CS0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0544.See file dsdata.txt to determine how the superseded data were derived.
 CS0544
 CS0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA375519(NAD 83)
 CS0544_MARKER: DD = SURVEY DISK
 CS0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0544_STAMPING: CORSICANA NO 1 1933
 CS0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0544+STABILITY: SURFACE MOTION
 CS0544
 CS0544  HISTORY     - Date     Condition        Report By
 CS0544  HISTORY     - 1933     MONUMENTED       LOCENG
 CS0544  HISTORY     - 1933     GOOD             NGS
 CS0544  HISTORY     - 1946     GOOD             NGS
 CS0544  HISTORY     - 20020824 GOOD             USPSQD
 CS0544
 CS0544                          STATION DESCRIPTION
 CS0544
 CS0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0544'IN CORSICANA.
 CS0544'INTERSECTION OF SOUTH THIRTY FIRST STREET AND WEST NINTH AVENUE.  IN
 CS0544'CENTER PARKWAY OF WEST NINTH AVENUE, TO EAST OF SOUTH 31ST STREET.
 CS0544'ALONG CENTER LINE OF PARKING, 8 FEET EAST OF CONCRETE CURB.  TABLET
 CS0544'SET IN TOP OF CONCRETE POST.
 CS0544
 CS0544                          STATION RECOVERY (1946)
 CS0544
 CS0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0544'RECOVERED IN GOOD CONDITION.
 CS0544
 CS0544                          STATION RECOVERY (2002)
 CS0544
 CS0544'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0542 ***********************************************************************
 CS0542  DESIGNATION -  CORSICANA 2 RESET 1961
 CS0542  PID         -  CS0542
 CS0542  STATE/COUNTY-  TX/NAVARRO
 CS0542  USGS QUAD   -  CORBET (1978)
 CS0542
 CS0542                         *CURRENT SURVEY CONTROL
 CS0542  ___________________________________________________________________
 CS0542* NAD 83(1986)-  32 04 38.     (N)    096 30 29.     (W)     SCALED    
 CS0542* NAVD 88     -       146.36   (+/-2cm)     480.2    (feet)  VERTCON   
 CS0542  ___________________________________________________________________
 CS0542  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CS0542
 CS0542  VERT ORDER  -  THIRD (See Below)
 CS0542
 CS0542.The horizontal coordinates were scaled from a topographic map and have
 CS0542.an estimated accuracy of +/- 6 seconds.
 CS0542
 CS0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0542.The vertical order pertains to the NGVD 29 superseded value.
 CS0542
 CS0542.The geoid height was determined by GEOID03.
 CS0542
 CS0542;                    North         East    Units  Estimated Accuracy
 CS0542;SPC TXNC     - 2,047,310.      788,060.      MT  (+/- 180 meters Scaled)
 CS0542
 CS0542                          SUPERSEDED SURVEY CONTROL
 CS0542
 CS0542  NGVD 29 (??/??/??)  146.35   (m)          480.1    (f) RESET       3  
 CS0542
 CS0542.Superseded values are not recommended for survey control.
 CS0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0542.See file dsdata.txt to determine how the superseded data were derived.
 CS0542
 CS0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA352517(NAD 83)
 CS0542_MARKER: DR = REFERENCE MARK DISK
 CS0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0542_STAMPING: CORSICANA NO 2 RESET 1961
 CS0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0542+STABILITY: SURFACE MOTION
 CS0542
 CS0542  HISTORY     - Date     Condition        Report By
 CS0542  HISTORY     - 1961     MONUMENTED       LOCENG
 CS0542
 CS0542                          STATION DESCRIPTION
 CS0542
 CS0542'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 CS0542'2.7 MI W FROM CORSIANA.
 CS0542'2.7 MILES WEST FROM THE COURTHOUSE IN CORSIANA ON THE SOUTH SIDE OF W.
 CS0542'2ND. STREET AT THE ENTRANCE TO THE STATE ORPHANS HOME. 81 FEET
 CS0542'SOUTHEAST OF THE ENTRANCE TO STATE ORPHANS HOME, 57 FEET SOUTHWEST OF
 CS0542'THE COUNTY ROAD, 12 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE AND A
 CS0542'POWERLINE POLE, 2 FEET EAST OF THE GUY WIRE FOR THE POWERLINE POLE,
 CS0542'AND 2 FEET WEST OF A METAL WITNESS POST.  A STANDARD DISK STAMPED
 CS0542'CORSICANA NO 2 RESET 1961, SET IN A 12 X 12 IN. CONCRETE POST WHICH
 CS0542'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0545 ***********************************************************************
 CS0545  DESIGNATION -  CORSICANA 3
 CS0545  PID         -  CS0545
 CS0545  STATE/COUNTY-  TX/NAVARRO
 CS0545  USGS QUAD   -  CORSICANA (1978)
 CS0545
 CS0545                         *CURRENT SURVEY CONTROL
 CS0545  ___________________________________________________________________
 CS0545* NAD 83(1986)-  32 05 20.     (N)    096 27 44.     (W)     SCALED    
 CS0545* NAVD 88     -       128.294  (meters)     420.91   (feet)  ADJUSTED  
 CS0545  ___________________________________________________________________
 CS0545  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0545  DYNAMIC HT  -         128.144 (meters)     420.42  (feet)  COMP
 CS0545  MODELED GRAV-     979,469.1   (mgal)                       NAVD 88
 CS0545
 CS0545  VERT ORDER  -  SECOND    CLASS 0
 CS0545
 CS0545.The horizontal coordinates were scaled from a topographic map and have
 CS0545.an estimated accuracy of +/- 6 seconds.
 CS0545
 CS0545.The orthometric height was determined by differential leveling
 CS0545.and adjusted by the National Geodetic Survey in June 1991..
 CS0545
 CS0545.The geoid height was determined by GEOID03.
 CS0545
 CS0545.The dynamic height is computed by dividing the NAVD 88
 CS0545.geopotential number by the normal gravity value computed on the
 CS0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0545.degrees latitude (g = 980.6199 gals.).
 CS0545
 CS0545.The modeled gravity was interpolated from observed gravity values.
 CS0545
 CS0545;                    North         East    Units  Estimated Accuracy
 CS0545;SPC TXNC     - 2,048,690.      792,360.      MT  (+/- 180 meters Scaled)
 CS0545
 CS0545                          SUPERSEDED SURVEY CONTROL
 CS0545
 CS0545  NGVD 29 (??/??/92)  128.287  (m)          420.89   (f) ADJ UNCH    2 0
 CS0545
 CS0545.Superseded values are not recommended for survey control.
 CS0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0545.See file dsdata.txt to determine how the superseded data were derived.
 CS0545
 CS0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA395531(NAD 83)
 CS0545_MARKER: DD = SURVEY DISK
 CS0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0545_STAMPING: CORSICANA NO 3 1933
 CS0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0545+STABILITY: SURFACE MOTION
 CS0545
 CS0545  HISTORY     - Date     Condition        Report By
 CS0545  HISTORY     - 1933     MONUMENTED       LOCENG
 CS0545  HISTORY     - 1933     GOOD             NGS
 CS0545  HISTORY     - 1947     GOOD             NGS
 CS0545  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0545
 CS0545                          STATION DESCRIPTION
 CS0545
 CS0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0545'IN CORSICANA.
 CS0545'TWELFTH STREET BETWEEN TENTH AVENUE AND COTTON BELT R.R. TRACK.  AT
 CS0545'CORSICANA WATER DEPARTMENT TOOL HOUSE.  17 FEET EAST OF SOUTH EAST
 CS0545'CORNER OF MAIN BUILDING.  13 FEET WEST OF CONCRETE CURB.  TABLET SET
 CS0545'IN TOP OF CONCRETE POST LOCATED 2 FEET WEST OF SIDEWALK.
 CS0545
 CS0545                          STATION RECOVERY (1947)
 CS0545
 CS0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS0545'RECOVERED IN GOOD CONDITION.
 CS0545
 CS0545                          STATION RECOVERY (2002)
 CS0545
 CS0545'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS0545'MIDDLE NUMBER 3 IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0546 ***********************************************************************
 CS0546  DESIGNATION -  CORSICANA 4
 CS0546  PID         -  CS0546
 CS0546  STATE/COUNTY-  TX/NAVARRO
 CS0546  USGS QUAD   -  CORSICANA (1978)
 CS0546
 CS0546                         *CURRENT SURVEY CONTROL
 CS0546  ___________________________________________________________________
 CS0546* NAD 83(1986)-  32 05 29.     (N)    096 27 41.     (W)     SCALED    
 CS0546* NAVD 88     -       127.990  (meters)     419.91   (feet)  ADJUSTED  
 CS0546  ___________________________________________________________________
 CS0546  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0546  DYNAMIC HT  -         127.840 (meters)     419.42  (feet)  COMP
 CS0546  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 CS0546
 CS0546  VERT ORDER  -  SECOND    CLASS 0
 CS0546
 CS0546.The horizontal coordinates were scaled from a topographic map and have
 CS0546.an estimated accuracy of +/- 6 seconds.
 CS0546
 CS0546.The orthometric height was determined by differential leveling
 CS0546.and adjusted by the National Geodetic Survey in June 1991..
 CS0546
 CS0546.The geoid height was determined by GEOID03.
 CS0546
 CS0546.The dynamic height is computed by dividing the NAVD 88
 CS0546.geopotential number by the normal gravity value computed on the
 CS0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0546.degrees latitude (g = 980.6199 gals.).
 CS0546
 CS0546.The modeled gravity was interpolated from observed gravity values.
 CS0546
 CS0546;                    North         East    Units  Estimated Accuracy
 CS0546;SPC TXNC     - 2,048,970.      792,430.      MT  (+/- 180 meters Scaled)
 CS0546
 CS0546                          SUPERSEDED SURVEY CONTROL
 CS0546
 CS0546  NGVD 29 (??/??/92)  127.982  (m)          419.89   (f) ADJ UNCH    2 0
 CS0546
 CS0546.Superseded values are not recommended for survey control.
 CS0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0546.See file dsdata.txt to determine how the superseded data were derived.
 CS0546
 CS0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA395533(NAD 83)
 CS0546_MARKER: DB = BENCH MARK DISK
 CS0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0546_STAMPING: CORSICANA NO 4 1933 419.825
 CS0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0546+STABILITY: SURFACE MOTION
 CS0546
 CS0546  HISTORY     - Date     Condition        Report By
 CS0546  HISTORY     - 1933     MONUMENTED       LOCENG
 CS0546  HISTORY     - 1947     GOOD             NGS
 CS0546  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0546
 CS0546                          STATION DESCRIPTION
 CS0546
 CS0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0546'IN CORSICANA.
 CS0546'AT CORSICANA, AT THE UNION RAILROAD STATION WHICH IS AT THE SOUTH END
 CS0546'OF SOUTH BEATON STREET, IN A PARK AREA IN THE NORTHEAST ANGLE FORMED
 CS0546'AT THE CROSSING OF THE TEXAS AND NEW ORLEANS RAILROAD AND THE ST.
 CS0546'LOUIS SOUTHWESTERN RAILWAY, 75.5 FEET EAST OF AND ACROSS THE TRACK
 CS0546'FROM THE CENTER OF THE NORTHEAST ENTRANCE DOOR TO THE WHITE WAITING
 CS0546'ROOM, 83.0 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE MAIN
 CS0546'TRACKS OF THE TWO RAILROADS, 51.5 FEET EAST OF THE EAST RAIL OF THE
 CS0546'MAIN TRACK OF THE TEXAS AND NEW ORLEANS RAILROAD, 20.6 FEET NORTH OF
 CS0546'THE NORTH RAIL OF THE MAIN TRACK OF THE ST. LOUIS SOUTHWESTERN
 CS0546'RAILWAY, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE TOP OF
 CS0546'THE RAILS AND ABOUT FLUSH WITH THE TOP OF THE GROUND.
 CS0546
 CS0546                          STATION RECOVERY (2002)
 CS0546
 CS0546'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0547 ***********************************************************************
 CS0547  DESIGNATION -  CORSICANA 5
 CS0547  PID         -  CS0547
 CS0547  STATE/COUNTY-  TX/NAVARRO
 CS0547  USGS QUAD   -  CORSICANA (1978)
 CS0547
 CS0547                         *CURRENT SURVEY CONTROL
 CS0547  ___________________________________________________________________
 CS0547* NAD 83(1986)-  32 05 42.     (N)    096 27 30.     (W)     SCALED    
 CS0547* NAVD 88     -       125.534  (meters)     411.86   (feet)  ADJUSTED  
 CS0547  ___________________________________________________________________
 CS0547  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0547  DYNAMIC HT  -         125.388 (meters)     411.38  (feet)  COMP
 CS0547  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 CS0547
 CS0547  VERT ORDER  -  SECOND    CLASS 0
 CS0547
 CS0547.The horizontal coordinates were scaled from a topographic map and have
 CS0547.an estimated accuracy of +/- 6 seconds.
 CS0547
 CS0547.The orthometric height was determined by differential leveling
 CS0547.and adjusted by the National Geodetic Survey in June 1991..
 CS0547
 CS0547.The geoid height was determined by GEOID03.
 CS0547
 CS0547.The dynamic height is computed by dividing the NAVD 88
 CS0547.geopotential number by the normal gravity value computed on the
 CS0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0547.degrees latitude (g = 980.6199 gals.).
 CS0547
 CS0547.The modeled gravity was interpolated from observed gravity values.
 CS0547
 CS0547;                    North         East    Units  Estimated Accuracy
 CS0547;SPC TXNC     - 2,049,370.      792,710.      MT  (+/- 180 meters Scaled)
 CS0547
 CS0547                          SUPERSEDED SURVEY CONTROL
 CS0547
 CS0547  NGVD 29 (??/??/92)  125.53   (m)          411.8    (f) COMPUTED    2 0
 CS0547
 CS0547.Superseded values are not recommended for survey control.
 CS0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0547.See file dsdata.txt to determine how the superseded data were derived.
 CS0547
 CS0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA398537(NAD 83)
 CS0547_MARKER: DB = BENCH MARK DISK
 CS0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0547_STAMPING: CORSICANA NO 5 1933 411.771
 CS0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0547+STABILITY: SURFACE MOTION
 CS0547
 CS0547  HISTORY     - Date     Condition        Report By
 CS0547  HISTORY     - 1933     MONUMENTED       LOCENG
 CS0547  HISTORY     - 1947     GOOD             NGS
 CS0547  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0547
 CS0547                          STATION DESCRIPTION
 CS0547
 CS0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0547'IN CORSICANA.
 CS0547'AT CORSICANA, AT THE BURLINGTON - ROCK ISLAND RAILROAD STATION WHICH
 CS0547'IS AT THE CORNER OF EAST COLLINS AND NORTH SIXTH STREETS, 109.5 FEET
 CS0547'SOUTH OF THE CENTER OF EAST COLLINS STREET, 34.8 FEET WEST OF THE WEST
 CS0547'RAIL OF THE MAIN TRACK, 2.8 FEET EAST OF THE NORTHEAST CORNER OF AN
 CS0547'OCTAGON SHAPED TOWER AT THE CENTER AND FRONT OF THE STATION, SET IN A
 CS0547'CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK AND PROJECTING 0.3
 CS0547'FOOT.
 CS0547
 CS0547                          STATION RECOVERY (2002)
 CS0547
 CS0547'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0548 ***********************************************************************
 CS0548  DESIGNATION -  CORSICANA 5 RESET 1948
 CS0548  PID         -  CS0548
 CS0548  STATE/COUNTY-  TX/NAVARRO
 CS0548  USGS QUAD   -  CORSICANA (1978)
 CS0548
 CS0548                         *CURRENT SURVEY CONTROL
 CS0548  ___________________________________________________________________
 CS0548* NAD 83(1986)-  32 05 42.     (N)    096 27 30.     (W)     SCALED    
 CS0548* NAVD 88     -       126.51   (+/-2cm)     415.1    (feet)  VERTCON   
 CS0548  ___________________________________________________________________
 CS0548  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0548
 CS0548  VERT ORDER  -  THIRD (See Below)
 CS0548
 CS0548.The horizontal coordinates were scaled from a topographic map and have
 CS0548.an estimated accuracy of +/- 6 seconds.
 CS0548
 CS0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0548.The vertical order pertains to the NGVD 29 superseded value.
 CS0548
 CS0548.The geoid height was determined by GEOID03.
 CS0548
 CS0548;                    North         East    Units  Estimated Accuracy
 CS0548;SPC TXNC     - 2,049,370.      792,710.      MT  (+/- 180 meters Scaled)
 CS0548
 CS0548                          SUPERSEDED SURVEY CONTROL
 CS0548
 CS0548  NGVD 29 (??/??/??)  126.50   (m)          415.0    (f) RESET       3  
 CS0548
 CS0548.Superseded values are not recommended for survey control.
 CS0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0548.See file dsdata.txt to determine how the superseded data were derived.
 CS0548
 CS0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA398537(NAD 83)
 CS0548_MARKER: DB = BENCH MARK DISK
 CS0548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0548_SP_SET: WALL
 CS0548_STAMPING: CORSICANA 5 RESET 1948
 CS0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0548
 CS0548  HISTORY     - Date     Condition        Report By
 CS0548  HISTORY     - 1948     MONUMENTED       BNRR
 CS0548  HISTORY     - 20020824 GOOD             USPSQD
 CS0548
 CS0548                          STATION DESCRIPTION
 CS0548
 CS0548'DESCRIBED BY BURLINGTON NORTHERN RR 1948
 CS0548'IN CORSICANA.
 CS0548'AT CORSICANA, NAVARRO COUNTY, AT THE INTERSECTION OF EAST COLLINS AND
 CS0548'NORTH SIXTH STREETS, AT THE BURLINGTON-ROCK ISLAND RAILROAD STATION,
 CS0548'IN THE EAST WALL OF THE OFFICE, AND ABOUT 3.6 FEET ABOVE THE PAVED
 CS0548'PASSENGER PLATFORM.  A STANDARD DISK, STAMPED CORSICANA 5 RESET 1948
 CS0548'AND SET VERTICALLY.
 CS0548
 CS0548                          STATION RECOVERY (2002)
 CS0548
 CS0548'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0553 ***********************************************************************
 CS0553  DESIGNATION -  CORSICANA 6
 CS0553  PID         -  CS0553
 CS0553  STATE/COUNTY-  TX/NAVARRO
 CS0553  USGS QUAD   -  CORSICANA (1978)
 CS0553
 CS0553                         *CURRENT SURVEY CONTROL
 CS0553  ___________________________________________________________________
 CS0553* NAD 83(1986)-  32 05 37.     (N)    096 27 55.     (W)     SCALED    
 CS0553* NAVD 88     -       130.716  (meters)     428.86   (feet)  ADJUSTED  
 CS0553  ___________________________________________________________________
 CS0553  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0553  DYNAMIC HT  -         130.564 (meters)     428.36  (feet)  COMP
 CS0553  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 CS0553
 CS0553  VERT ORDER  -  SECOND    CLASS 0
 CS0553
 CS0553.The horizontal coordinates were scaled from a topographic map and have
 CS0553.an estimated accuracy of +/- 6 seconds.
 CS0553
 CS0553.The orthometric height was determined by differential leveling
 CS0553.and adjusted by the National Geodetic Survey in June 1991..
 CS0553
 CS0553.The geoid height was determined by GEOID03.
 CS0553
 CS0553.The dynamic height is computed by dividing the NAVD 88
 CS0553.geopotential number by the normal gravity value computed on the
 CS0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0553.degrees latitude (g = 980.6199 gals.).
 CS0553
 CS0553.The modeled gravity was interpolated from observed gravity values.
 CS0553
 CS0553;                    North         East    Units  Estimated Accuracy
 CS0553;SPC TXNC     - 2,049,210.      792,060.      MT  (+/- 180 meters Scaled)
 CS0553
 CS0553                          SUPERSEDED SURVEY CONTROL
 CS0553
 CS0553  NGVD 29 (??/??/92)  130.710  (m)          428.84   (f) ADJ UNCH    2 0
 CS0553
 CS0553.Superseded values are not recommended for survey control.
 CS0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0553.See file dsdata.txt to determine how the superseded data were derived.
 CS0553
 CS0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA392536(NAD 83)
 CS0553_MARKER: DD = SURVEY DISK
 CS0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0553_STAMPING: CORSICANA NO 6 1933
 CS0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0553+STABILITY: SURFACE MOTION
 CS0553
 CS0553  HISTORY     - Date     Condition        Report By
 CS0553  HISTORY     - 1933     MONUMENTED       LOCENG
 CS0553  HISTORY     - 1933     GOOD             NGS
 CS0553  HISTORY     - 1946     GOOD             NGS
 CS0553  HISTORY     - 20020824 GOOD             USPSQD
 CS0553
 CS0553                          STATION DESCRIPTION
 CS0553
 CS0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0553'IN CORSICANA.
 CS0553'AT CORSICANA CITY HALL.  NORTH MAIN STREET AND WEST FIFTH AVENUE
 CS0553'INTERSECTION.  2 FEET FROM NORTHEAST CORNER OF BUILDING.  TABLET SET
 CS0553'IN TOP OF CONCRETE POST, FLUSH WITH SURFACE OF SIDEWALK.
 CS0553
 CS0553                          STATION RECOVERY (1946)
 CS0553
 CS0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0553'RECOVERED IN GOOD CONDITION.
 CS0553
 CS0553                          STATION RECOVERY (2002)
 CS0553
 CS0553'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS0553'NO STAMP ON DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0552 ***********************************************************************
 CS0552  DESIGNATION -  CORSICANA 7
 CS0552  PID         -  CS0552
 CS0552  STATE/COUNTY-  TX/NAVARRO
 CS0552  USGS QUAD   -  CORSICANA (1978)
 CS0552
 CS0552                         *CURRENT SURVEY CONTROL
 CS0552  ___________________________________________________________________
 CS0552* NAD 83(1986)-  32 05 52.     (N)    096 27 42.     (W)     SCALED    
 CS0552* NAVD 88     -       127.267  (meters)     417.54   (feet)  ADJUSTED  
 CS0552  ___________________________________________________________________
 CS0552  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0552  DYNAMIC HT  -         127.118 (meters)     417.05  (feet)  COMP
 CS0552  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 CS0552
 CS0552  VERT ORDER  -  SECOND    CLASS 0
 CS0552
 CS0552.The horizontal coordinates were scaled from a topographic map and have
 CS0552.an estimated accuracy of +/- 6 seconds.
 CS0552
 CS0552.The orthometric height was determined by differential leveling
 CS0552.and adjusted by the National Geodetic Survey in June 1991..
 CS0552
 CS0552.The geoid height was determined by GEOID03.
 CS0552
 CS0552.The dynamic height is computed by dividing the NAVD 88
 CS0552.geopotential number by the normal gravity value computed on the
 CS0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0552.degrees latitude (g = 980.6199 gals.).
 CS0552
 CS0552.The modeled gravity was interpolated from observed gravity values.
 CS0552
 CS0552;                    North         East    Units  Estimated Accuracy
 CS0552;SPC TXNC     - 2,049,670.      792,390.      MT  (+/- 180 meters Scaled)
 CS0552
 CS0552                          SUPERSEDED SURVEY CONTROL
 CS0552
 CS0552  NGVD 29 (??/??/92)  127.260  (m)          417.52   (f) ADJ UNCH    2 0
 CS0552
 CS0552.Superseded values are not recommended for survey control.
 CS0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0552.See file dsdata.txt to determine how the superseded data were derived.
 CS0552
 CS0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA395540(NAD 83)
 CS0552_MARKER: DD = SURVEY DISK
 CS0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0552_STAMPING: CORSICANA NO 7 1933
 CS0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0552+STABILITY: SURFACE MOTION
 CS0552
 CS0552  HISTORY     - Date     Condition        Report By
 CS0552  HISTORY     - 1933     MONUMENTED       LOCENG
 CS0552  HISTORY     - 1933     GOOD             NGS
 CS0552  HISTORY     - 1965     GOOD             USGS
 CS0552  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0552
 CS0552                          STATION DESCRIPTION
 CS0552
 CS0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0552'IN CORSICANA.
 CS0552'NORTH SEVENTH STREET AND EAST THIRD AVENUE INTERSECTION, AT SOUTHEAST
 CS0552'CORNER OF.  OFFICE BUILDING OF AMERICAN WELL AND PROSPECT COMPANY, 3
 CS0552'FEET WEST OF NORTHWEST CORNER OF.  TABLET SET IN TOP OF CONCRETE POST,
 CS0552'FLUSH WITH TOP OF SIDEWALK.  NOTE-- A NEW SIDEWALK HAS BEEN LAID OVER
 CS0552'BM. CONCRETE WAS POURED AROUND STEEL PIPE LEADING TO BM.
 CS0552
 CS0552                          STATION RECOVERY (1965)
 CS0552
 CS0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0552'RECOVERED IN GOOD CONDITION.
 CS0552
 CS0552                          STATION RECOVERY (2002)
 CS0552
 CS0552'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0554 ***********************************************************************
 CS0554  DESIGNATION -  CORSICANA 8
 CS0554  PID         -  CS0554
 CS0554  STATE/COUNTY-  TX/NAVARRO
 CS0554  USGS QUAD   -  CORSICANA (1978)
 CS0554
 CS0554                         *CURRENT SURVEY CONTROL
 CS0554  ___________________________________________________________________
 CS0554* NAD 83(1986)-  32 06 21.     (N)    096 28 24.     (W)     SCALED    
 CS0554* NAVD 88     -       125.273  (meters)     411.00   (feet)  ADJUSTED  
 CS0554  ___________________________________________________________________
 CS0554  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0554  DYNAMIC HT  -         125.127 (meters)     410.52  (feet)  COMP
 CS0554  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 CS0554
 CS0554  VERT ORDER  -  SECOND    CLASS 0
 CS0554
 CS0554.The horizontal coordinates were scaled from a topographic map and have
 CS0554.an estimated accuracy of +/- 6 seconds.
 CS0554
 CS0554.The orthometric height was determined by differential leveling
 CS0554.and adjusted by the National Geodetic Survey in June 1991..
 CS0554.WARNING-Repeat measurements at this control monument indicate possible
 CS0554.vertical movement.
 CS0554
 CS0554.The geoid height was determined by GEOID03.
 CS0554
 CS0554.The dynamic height is computed by dividing the NAVD 88
 CS0554.geopotential number by the normal gravity value computed on the
 CS0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0554.degrees latitude (g = 980.6199 gals.).
 CS0554
 CS0554.The modeled gravity was interpolated from observed gravity values.
 CS0554
 CS0554;                    North         East    Units  Estimated Accuracy
 CS0554;SPC TXNC     - 2,050,550.      791,280.      MT  (+/- 180 meters Scaled)
 CS0554
 CS0554                          SUPERSEDED SURVEY CONTROL
 CS0554
 CS0554  NGVD 29 (??/??/92)  125.270  (m)          410.99   (f) ADJ UNCH    2 0
 CS0554
 CS0554.Superseded values are not recommended for survey control.
 CS0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0554.See file dsdata.txt to determine how the superseded data were derived.
 CS0554
 CS0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA384549(NAD 83)
 CS0554_MARKER: DD = SURVEY DISK
 CS0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0554_STAMPING: CORSICANA NO 8 1933
 CS0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0554+STABILITY: SURFACE MOTION
 CS0554
 CS0554  HISTORY     - Date     Condition        Report By
 CS0554  HISTORY     - 1933     MONUMENTED       LOCENG
 CS0554  HISTORY     - 1933     GOOD             NGS
 CS0554  HISTORY     - 1946     GOOD             NGS
 CS0554
 CS0554                          STATION DESCRIPTION
 CS0554
 CS0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CS0554'IN CORSICANA.
 CS0554'NORTH BEATON STREET INTERSECTION WITH THE BURLINGTON RAILROAD.  IN
 CS0554'RAILROAD RIGHT-OF-WAY, 50 FEET SOUTH OF TRACK C.L.  40 FEET NORTH OF
 CS0554'CONCRETE PAVEMENT EDGE.  TABLET SET IN TOP OF CONCRETE POST.
 CS0554
 CS0554                          STATION RECOVERY (1946)
 CS0554
 CS0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2654 ***********************************************************************
 CS2654  DESIGNATION -  CORSICANA EAST MUNICIPAL TANK
 CS2654  PID         -  CS2654
 CS2654  STATE/COUNTY-  TX/NAVARRO
 CS2654  USGS QUAD   -  CORSICANA (1978)
 CS2654
 CS2654                         *CURRENT SURVEY CONTROL
 CS2654  ___________________________________________________________________
 CS2654* NAD 83(1993)-  32 05 41.88092(N)    096 27 10.51323(W)     ADJUSTED  
 CS2654* NAVD 88     -                                                        
 CS2654  ___________________________________________________________________
 CS2654  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CS2654  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS2654
 CS2654  HORZ ORDER  -  THIRD
 CS2654
 CS2654.The horizontal coordinates were established by classical geodetic methods
 CS2654.and adjusted by the National Geodetic Survey in February 1996..
 CS2654
 CS2654
 CS2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2654
 CS2654.The geoid height was determined by GEOID03.
 CS2654
 CS2654;                    North         East     Units Scale Factor Converg.
 CS2654;SPC TXNC     - 2,049,378.495   793,225.214   MT  1.00001085   +1 06 59.3
 CS2654;SPC TXNC     - 6,723,669.28  2,602,439.72   sFT  1.00001085   +1 06 59.3
 CS2654;UTM  14      - 3,553,802.077   740,371.714   MT  1.00031260   +1 21 14.3
 CS2654
 CS2654                          SUPERSEDED SURVEY CONTROL
 CS2654
 CS2654  NAD 83(1986)-  32 05 41.88856(N)    096 27 10.49480(W) AD(       ) 4
 CS2654  NAD 27      -  32 05 41.34000(N)    096 27 09.56000(W) AD(       ) 3
 CS2654
 CS2654.Superseded values are not recommended for survey control.
 CS2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2654.See file dsdata.txt to determine how the superseded data were derived.
 CS2654
 CS2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA4037253802(NAD 83)
 CS2654_MARKER: 53 = ELEVATED TANK
 CS2654
 CS2654  HISTORY     - Date     Condition        Report By
 CS2654  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS2654  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS2654
 CS2654                          STATION DESCRIPTION
 CS2654
 CS2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CS2654'IT IS LOCATED BACK OF THE OLD DAVID CROCKETT SCHOOL AT BENTON
 CS2654'AND EAST 9 TH. STREET IN THE EASTERN EDGE OF THE CITY OF
 CS2654'CORSICANA.  IT IS A FLAT-SHAPED, ELEVATED SILVER-COLORED TANK,
 CS2654'ABOUT 120 FEET IN HEIGHT.  A BALL ON THE APEX OF THE TANK
 CS2654'WAS OBSERVED.
 CS2654
 CS2654                          STATION RECOVERY (2002)
 CS2654
 CS2654'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS2654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2648 ***********************************************************************
 CS2648  DESIGNATION -  CORSICANA FIRST METH CH SPIRE
 CS2648  PID         -  CS2648
 CS2648  STATE/COUNTY-  TX/NAVARRO
 CS2648  USGS QUAD   -  CORSICANA (1978)
 CS2648
 CS2648                         *CURRENT SURVEY CONTROL
 CS2648  ___________________________________________________________________
 CS2648* NAD 83(1993)-  32 05 36.07385(N)    096 28 15.60996(W)     ADJUSTED  
 CS2648* NAVD 88     -                                                        
 CS2648  ___________________________________________________________________
 CS2648  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CS2648  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS2648
 CS2648  HORZ ORDER  -  THIRD
 CS2648
 CS2648.The horizontal coordinates were established by classical geodetic methods
 CS2648.and adjusted by the National Geodetic Survey in February 1996..
 CS2648
 CS2648
 CS2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2648
 CS2648.The geoid height was determined by GEOID03.
 CS2648
 CS2648;                    North         East     Units Scale Factor Converg.
 CS2648;SPC TXNC     - 2,049,166.543   791,522.069   MT  1.00001131   +1 06 23.8
 CS2648;SPC TXNC     - 6,722,973.90  2,596,851.99   sFT  1.00001131   +1 06 23.8
 CS2648;UTM  14      - 3,553,582.999   738,668.958   MT  1.00030254   +1 20 39.5
 CS2648
 CS2648                          SUPERSEDED SURVEY CONTROL
 CS2648
 CS2648  NAD 83(1986)-  32 05 36.08153(N)    096 28 15.59163(W) AD(       ) 4
 CS2648  NAD 27      -  32 05 35.53100(N)    096 28 14.65100(W) AD(       ) 3
 CS2648
 CS2648.Superseded values are not recommended for survey control.
 CS2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2648.See file dsdata.txt to determine how the superseded data were derived.
 CS2648
 CS2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3866953583(NAD 83)
 CS2648_MARKER: 90 = CHURCH SPIRE
 CS2648
 CS2648  HISTORY     - Date     Condition        Report By
 CS2648  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS2648
 CS2648                          STATION DESCRIPTION
 CS2648
 CS2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CS2648'IT IS LOCATED ON THE CORNER OF WEST 3RD. AVENUE AND NORTH 15TH.
 CS2648'STREET.  IT IS A GREY SPIRE APPROXIMATELY 100 FEET HIGH WITH
 CS2648'A CROSS ON TOP.  THE TIP OF THE SPIRE WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2650 ***********************************************************************
 CS2650  DESIGNATION -  CORSICANA NAVARRO CO CTHSE TWR
 CS2650  PID         -  CS2650
 CS2650  STATE/COUNTY-  TX/NAVARRO
 CS2650  USGS QUAD   -  CORSICANA (1978)
 CS2650
 CS2650                         *CURRENT SURVEY CONTROL
 CS2650  ___________________________________________________________________
 CS2650* NAD 83(1993)-  32 05 43.29460(N)    096 28 06.81486(W)     ADJUSTED  
 CS2650* NAVD 88     -                                                        
 CS2650  ___________________________________________________________________
 CS2650  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 CS2650  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS2650
 CS2650  HORZ ORDER  -  THIRD
 CS2650
 CS2650.The horizontal coordinates were established by classical geodetic methods
 CS2650.and adjusted by the National Geodetic Survey in February 1996..
 CS2650
 CS2650
 CS2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2650
 CS2650.The geoid height was determined by GEOID03.
 CS2650
 CS2650;                    North         East     Units Scale Factor Converg.
 CS2650;SPC TXNC     - 2,049,393.376   791,748.348   MT  1.00001073   +1 06 28.6
 CS2650;SPC TXNC     - 6,723,718.10  2,597,594.37   sFT  1.00001073   +1 06 28.6
 CS2650;UTM  14      - 3,553,810.836   738,894.360   MT  1.00030387   +1 20 44.4
 CS2650
 CS2650                          SUPERSEDED SURVEY CONTROL
 CS2650
 CS2650  NAD 83(1986)-  32 05 43.30227(N)    096 28 06.79653(W) AD(       ) 4
 CS2650  NAD 27      -  32 05 42.75200(N)    096 28 05.85700(W) AD(       ) 3
 CS2650
 CS2650.Superseded values are not recommended for survey control.
 CS2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2650.See file dsdata.txt to determine how the superseded data were derived.
 CS2650
 CS2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3889453811(NAD 83)
 CS2650_MARKER: 87 = DOME
 CS2650
 CS2650  HISTORY     - Date     Condition        Report By
 CS2650  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS2650  HISTORY     - 20020824 GOOD             USPSQD
 CS2650
 CS2650                          STATION DESCRIPTION
 CS2650
 CS2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CS2650'IT IS LOCATED ON WEST 3RD. AVENUE IN THE CORSICANA PUBLIC
 CS2650'SQUARE.  IT IS A CLOCK TOWER WITH A SILVER-COLORED DOME AND
 CS2650'A FLAG POLE PROJECTS FROM THE CENTER OF ITS TOP.  IT IS ABOUT
 CS2650'100 FEET IN HEIGHT.  THE FLAG POLE WAS OBSERVED.
 CS2650
 CS2650                          STATION RECOVERY (2002)
 CS2650
 CS2650'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS2650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2694 ***********************************************************************
 CS2694  DESIGNATION -  CORSICANA ODD FELLOWS HOME TK
 CS2694  PID         -  CS2694
 CS2694  STATE/COUNTY-  TX/NAVARRO
 CS2694  USGS QUAD   -  CORBET (1978)
 CS2694
 CS2694                         *CURRENT SURVEY CONTROL
 CS2694  ___________________________________________________________________
 CS2694* NAD 83(1993)-  32 04 46.67788(N)    096 30 26.62798(W)     ADJUSTED  
 CS2694* NAVD 88     -                                                        
 CS2694  ___________________________________________________________________
 CS2694  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 CS2694  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CS2694
 CS2694  HORZ ORDER  -  THIRD
 CS2694
 CS2694.The horizontal coordinates were established by classical geodetic methods
 CS2694.and adjusted by the National Geodetic Survey in February 1996..
 CS2694
 CS2694
 CS2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2694
 CS2694.The geoid height was determined by GEOID03.
 CS2694
 CS2694;                    North         East     Units Scale Factor Converg.
 CS2694;SPC TXNC     - 2,047,579.532   788,116.033   MT  1.00001531   +1 05 12.3
 CS2694;SPC TXNC     - 6,717,767.18  2,585,677.35   sFT  1.00001531   +1 05 12.3
 CS2694;UTM  14      - 3,551,981.425   735,268.585   MT  1.00028266   +1 19 27.9
 CS2694
 CS2694                          SUPERSEDED SURVEY CONTROL
 CS2694
 CS2694  NAD 83(1986)-  32 04 46.68567(N)    096 30 26.60915(W) AD(       ) 4
 CS2694  NAD 27      -  32 04 46.13200(N)    096 30 25.66200(W) AD(       ) 3
 CS2694
 CS2694.Superseded values are not recommended for survey control.
 CS2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2694.See file dsdata.txt to determine how the superseded data were derived.
 CS2694
 CS2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3526951981(NAD 83)
 CS2694_MARKER: 53 = ELEVATED TANK
 CS2694
 CS2694  HISTORY     - Date     Condition        Report By
 CS2694  HISTORY     - 1949     FIRST OBSERVED   CGS
 CS2694
 CS2694                          STATION DESCRIPTION
 CS2694
 CS2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2694'STATION IS AN ELEVATED WATER TANK, ABOUT 110 FEET HIGH, PAINTED
 CS2694'SILVER IN COLOR WITH A SILVER KNOB OR BALL AT THE TOP AND
 CS2694'CENTER.  THIS BALL WAS THE POINT INTERSECTED.
 CS2694'
 CS2694'STATION IS LOCATED AT THE WESTERN EDGE OF CORSICANA, ALONG
 CS2694'THE NORTH SIDE AND NEAR THE CENTER OF A GROUP OF LARGE BUILDINGS.
 CS2694'
 CS2694'STATION WAS REACHED FROM THE JUNCTION OF STATE HIGHWAYS
 CS2694'31 AND 22 AND FARM ROAD 709, BY GOING NORTH AND WEST ON
 CS2694'STATE HIGHWAY 22 FOR 1.9 MILE TO A Y-FORKS.  CONTINUE STRAIGHT
 CS2694'AHEAD FOR 0.8 MILE TO A GATEWAY TO THE RIGHT AND THE ENTRANCE
 CS2694'TO THE HOME.  TURN RIGHT THRU THE GATE AND CONTINUE TO AND
 CS2694'AROUND THE BUILDINGS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2649 ***********************************************************************
 CS2649  DESIGNATION -  CORSICANA RADIO STA KAND MAST
 CS2649  PID         -  CS2649
 CS2649  STATE/COUNTY-  TX/NAVARRO
 CS2649  USGS QUAD   -  CORSICANA (1978)
 CS2649
 CS2649                         *CURRENT SURVEY CONTROL
 CS2649  ___________________________________________________________________
 CS2649* NAD 83(1993)-  32 06 51.39023(N)    096 27 49.74593(W)     ADJUSTED  
 CS2649* NAVD 88     -                                                        
 CS2649  ___________________________________________________________________
 CS2649  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CS2649  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS2649
 CS2649  HORZ ORDER  -  THIRD
 CS2649
 CS2649.The horizontal coordinates were established by classical geodetic methods
 CS2649.and adjusted by the National Geodetic Survey in February 1996..
 CS2649
 CS2649
 CS2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2649
 CS2649.The geoid height was determined by GEOID03.
 CS2649
 CS2649;                    North         East     Units Scale Factor Converg.
 CS2649;SPC TXNC     - 2,051,499.172   792,155.180   MT  1.00000533   +1 06 37.9
 CS2649;SPC TXNC     - 6,730,626.87  2,598,929.12   sFT  1.00000533   +1 06 37.9
 CS2649;UTM  14      - 3,555,918.930   739,292.557   MT  1.00030621   +1 20 56.0
 CS2649
 CS2649                          SUPERSEDED SURVEY CONTROL
 CS2649
 CS2649  NAD 83(1986)-  32 06 51.39802(N)    096 27 49.72754(W) AD(       ) 4
 CS2649  NAD 27      -  32 06 50.85000(N)    096 27 48.79000(W) AD(       ) 3
 CS2649
 CS2649.Superseded values are not recommended for survey control.
 CS2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2649.See file dsdata.txt to determine how the superseded data were derived.
 CS2649
 CS2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3929355919(NAD 83)
 CS2649_MARKER: 27 = RADIO RANGE MAST
 CS2649
 CS2649  HISTORY     - Date     Condition        Report By
 CS2649  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2649  HISTORY     - 20020824 GOOD             USPSQD
 CS2649
 CS2649                          STATION DESCRIPTION
 CS2649
 CS2649'DESCRIBED BY US POWER SQUADRON 2002 (SH)
 CS2649'MIDDLE NUMBER 3 IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0550 ***********************************************************************
 CS0550  DESIGNATION -  CORSICANA RM 1
 CS0550  PID         -  CS0550
 CS0550  STATE/COUNTY-  TX/NAVARRO
 CS0550  USGS QUAD   -  CORSICANA (1978)
 CS0550
 CS0550                         *CURRENT SURVEY CONTROL
 CS0550  ___________________________________________________________________
 CS0550* NAD 83(1986)-  32 05 41.     (N)    096 27 09.     (W)     SCALED    
 CS0550* NAVD 88     -       127.951  (meters)     419.79   (feet)  ADJUSTED  
 CS0550  ___________________________________________________________________
 CS0550  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0550  DYNAMIC HT  -         127.801 (meters)     419.29  (feet)  COMP
 CS0550  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 CS0550
 CS0550  VERT ORDER  -  SECOND    CLASS 0
 CS0550
 CS0550.The horizontal coordinates were scaled from a topographic map and have
 CS0550.an estimated accuracy of +/- 6 seconds.
 CS0550
 CS0550.The orthometric height was determined by differential leveling
 CS0550.and adjusted by the National Geodetic Survey in June 1991..
 CS0550
 CS0550.The geoid height was determined by GEOID03.
 CS0550
 CS0550.The dynamic height is computed by dividing the NAVD 88
 CS0550.geopotential number by the normal gravity value computed on the
 CS0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0550.degrees latitude (g = 980.6199 gals.).
 CS0550
 CS0550.The modeled gravity was interpolated from observed gravity values.
 CS0550
 CS0550;                    North         East    Units  Estimated Accuracy
 CS0550;SPC TXNC     - 2,049,350.      793,270.      MT  (+/- 180 meters Scaled)
 CS0550
 CS0550                          SUPERSEDED SURVEY CONTROL
 CS0550
 CS0550  NGVD 29 (??/??/92)  127.943  (m)          419.76   (f) ADJ UNCH    2 0
 CS0550
 CS0550.Superseded values are not recommended for survey control.
 CS0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0550.See file dsdata.txt to determine how the superseded data were derived.
 CS0550
 CS0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA404537(NAD 83)
 CS0550_MARKER: DR = REFERENCE MARK DISK
 CS0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0550_STAMPING: CORSICANA NO 1 1947
 CS0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0550+STABILITY: SURFACE MOTION
 CS0550
 CS0550  HISTORY     - Date     Condition        Report By
 CS0550  HISTORY     - 1947     MONUMENTED       CGS
 CS0550  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0550  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0550
 CS0550                          STATION DESCRIPTION
 CS0550
 CS0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0550'IN CORSICANA.
 CS0550'AT CORSICANA, AT A LARGE STEEL WATER TOWER WHICH IS 0.6 MILE EAST
 CS0550'ALONG STATE HIGHWAY NO. 31 AND 1 BLOCK SOUTH ALONG A DIRT STREET FROM
 CS0550'THE UNION RAILROAD STATION, 134.0 FEET SOUTHEAST OF AND ACROSS A
 CS0550'STREET INTERSECTION FROM THE SOUTH LEG OF THE WATER TOWER, 28.0 FEET
 CS0550'SOUTH OF THE CENTER OF AN EAST-WEST STREET, 12.0 FEET SOUTHWEST OF A
 CS0550'6X6 INCH CONCRETE POST 5 FEET HIGH WHICH MARKS THE STREET
 CS0550'INTERSECTION, 159.4 FEET EAST SOUTHEAST OF AND ACROSS A DIRT STREET
 CS0550'FROM REFERENCE MARK CORSICANA NO 2, 84.3 FEET SOUTHEAST OF AND ACROSS
 CS0550'A STREET INTERSECTION FROM CORSICANA TRIANGULATION STATION, BRONZE
 CS0550'REFERENCE MARK DISK SET IN A CONCRETE POST PROJECTING 0.4 FOOT.
 CS0550
 CS0550                          STATION RECOVERY (1965)
 CS0550
 CS0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0550'MARK NOT FOUND.
 CS0550
 CS0550                          STATION RECOVERY (2002)
 CS0550
 CS0550'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0551 ***********************************************************************
 CS0551  DESIGNATION -  CORSICANA RM 2
 CS0551  PID         -  CS0551
 CS0551  STATE/COUNTY-  TX/NAVARRO
 CS0551  USGS QUAD   -  CORSICANA (1978)
 CS0551
 CS0551                         *CURRENT SURVEY CONTROL
 CS0551  ___________________________________________________________________
 CS0551* NAD 83(1986)-  32 05 41.     (N)    096 27 09.     (W)     SCALED    
 CS0551* NAVD 88     -       128.162  (meters)     420.48   (feet)  ADJUSTED  
 CS0551  ___________________________________________________________________
 CS0551  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0551  DYNAMIC HT  -         128.012 (meters)     419.99  (feet)  COMP
 CS0551  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 CS0551
 CS0551  VERT ORDER  -  SECOND    CLASS 0
 CS0551
 CS0551.The horizontal coordinates were scaled from a topographic map and have
 CS0551.an estimated accuracy of +/- 6 seconds.
 CS0551
 CS0551.The orthometric height was determined by differential leveling
 CS0551.and adjusted by the National Geodetic Survey in June 1991..
 CS0551
 CS0551.The geoid height was determined by GEOID03.
 CS0551
 CS0551.The dynamic height is computed by dividing the NAVD 88
 CS0551.geopotential number by the normal gravity value computed on the
 CS0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0551.degrees latitude (g = 980.6199 gals.).
 CS0551
 CS0551.The modeled gravity was interpolated from observed gravity values.
 CS0551
 CS0551;                    North         East    Units  Estimated Accuracy
 CS0551;SPC TXNC     - 2,049,350.      793,270.      MT  (+/- 180 meters Scaled)
 CS0551
 CS0551                          SUPERSEDED SURVEY CONTROL
 CS0551
 CS0551  NGVD 29 (??/??/92)  128.155  (m)          420.46   (f) ADJ UNCH    2 0
 CS0551
 CS0551.Superseded values are not recommended for survey control.
 CS0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0551.See file dsdata.txt to determine how the superseded data were derived.
 CS0551
 CS0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA404537(NAD 83)
 CS0551_MARKER: DR = REFERENCE MARK DISK
 CS0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0551_STAMPING: CORSICANA NO 2 1947
 CS0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0551+STABILITY: SURFACE MOTION
 CS0551
 CS0551  HISTORY     - Date     Condition        Report By
 CS0551  HISTORY     - 1947     MONUMENTED       CGS
 CS0551  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0551
 CS0551                          STATION DESCRIPTION
 CS0551
 CS0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0551'IN CORSICANA.
 CS0551'AT CORSICANA, AT A LARGE STEEL WATER TOWER WHICH IS 0.6 MILE EAST
 CS0551'ALONG STATE HIGHWAY NO. 31 AND 1 BLOCK SOUTH ALONG A DIRT STREET FROM
 CS0551'THE UNION RAILROAD STATION, 133.5 FEET WEST OF THE CENTER OF A DIRT
 CS0551'STREET AND 33.0 FEET NORTH OF THE CENTER OF ANOTHER DIRT STREET, 85.5
 CS0551'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY BRICK BUILDING
 CS0551'WHICH WAS FORMERLY A SCHOOL AND IS NOW OCCUPIED BY A MEXICAN
 CS0551'PRESBYTERIAN CHURCH, 77.0 FEET SOUTHWEST OF THE SOUTH LEG OF THE WATER
 CS0551'TOWER, 159.4 FEET WEST NORTHWEST OF AND ACROSS A DIRT STREET FROM
 CS0551'REFERENCE MARK CORSICANA NO 1, 98.6 FEET WEST OF CORSICANA
 CS0551'TRIANGULATION STATION, BRONZE REFERENCE MARK DISK SET IN A CONCRETE
 CS0551'POST PROJECTING 0.4 FOOT.
 CS0551
 CS0551                          STATION RECOVERY (2002)
 CS0551
 CS0551'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2652 ***********************************************************************
 CS2652  DESIGNATION -  CORSICANA ST NATL BANK FLAG
 CS2652  PID         -  CS2652
 CS2652  STATE/COUNTY-  TX/NAVARRO
 CS2652  USGS QUAD   -  CORSICANA (1978)
 CS2652
 CS2652                         *CURRENT SURVEY CONTROL
 CS2652  ___________________________________________________________________
 CS2652* NAD 83(1993)-  32 05 37.70239(N)    096 27 48.89156(W)     ADJUSTED  
 CS2652* NAVD 88     -                                                        
 CS2652  ___________________________________________________________________
 CS2652  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 CS2652  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS2652
 CS2652  HORZ ORDER  -  THIRD
 CS2652
 CS2652.The horizontal coordinates were established by classical geodetic methods
 CS2652.and adjusted by the National Geodetic Survey in February 1996..
 CS2652
 CS2652
 CS2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2652
 CS2652.The geoid height was determined by GEOID03.
 CS2652
 CS2652;                    North         East     Units Scale Factor Converg.
 CS2652;SPC TXNC     - 2,049,230.252   792,221.569   MT  1.00001118   +1 06 38.3
 CS2652;SPC TXNC     - 6,723,182.92  2,599,146.93   sFT  1.00001118   +1 06 38.3
 CS2652;UTM  14      - 3,553,649.628   739,368.393   MT  1.00030667   +1 20 53.7
 CS2652
 CS2652                          SUPERSEDED SURVEY CONTROL
 CS2652
 CS2652  NAD 83(1986)-  32 05 37.71005(N)    096 27 48.87322(W) AD(       ) 4
 CS2652  NAD 27      -  32 05 37.16000(N)    096 27 47.93400(W) AD(       ) 3
 CS2652
 CS2652.Superseded values are not recommended for survey control.
 CS2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2652.See file dsdata.txt to determine how the superseded data were derived.
 CS2652
 CS2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3936853650(NAD 83)
 CS2652_MARKER: 83 = FLAGSTAFF
 CS2652
 CS2652  HISTORY     - Date     Condition        Report By
 CS2652  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2652  HISTORY     - 20020824 GOOD             USPSQD
 CS2652
 CS2652                          STATION DESCRIPTION
 CS2652
 CS2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2652'IT IS LOCATED ON THE CORNER OF BENTON AND COLLIN STREET IN
 CS2652'THE HEART OF CORSICANA.  IT IS AN EIGHT STORY, CREAM-COLORED,
 CS2652'BRICK BUILDING WITH A FLAG POLE PROJECTING FROM THE TOP ON
 CS2652'THE EAST END AND A SQUARE BUILT ROOM PROJECTING ABOUT 15
 CS2652'FEET FROM ITS TOP ON THE WEST END.  OVER-ALL HEIGHT IS
 CS2652'APPROXIMATE 130 FEET.  THE FLAG POLE WAS OBSERVED ON.
 CS2652
 CS2652                          STATION RECOVERY (2002)
 CS2652
 CS2652'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS2652'MIDDLE NUMBER 3 IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2695 ***********************************************************************
 CS2695  DESIGNATION -  CORSICANA ST ORPHANS HOME TANK
 CS2695  PID         -  CS2695
 CS2695  STATE/COUNTY-  TX/NAVARRO
 CS2695  USGS QUAD   -  CORBET (1978)
 CS2695
 CS2695                         *CURRENT SURVEY CONTROL
 CS2695  ___________________________________________________________________
 CS2695* NAD 83(1993)-  32 04 27.78274(N)    096 30 40.94342(W)     ADJUSTED  
 CS2695* NAVD 88     -                                                        
 CS2695  ___________________________________________________________________
 CS2695  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 CS2695  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CS2695
 CS2695  HORZ ORDER  -  THIRD
 CS2695
 CS2695.The horizontal coordinates were established by classical geodetic methods
 CS2695.and adjusted by the National Geodetic Survey in February 1996..
 CS2695
 CS2695
 CS2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2695
 CS2695.The geoid height was determined by GEOID03.
 CS2695
 CS2695;                    North         East     Units Scale Factor Converg.
 CS2695;SPC TXNC     - 2,046,990.500   787,751.683   MT  1.00001685   +1 05 04.5
 CS2695;SPC TXNC     - 6,715,834.67  2,584,481.98   sFT  1.00001685   +1 05 04.5
 CS2695;UTM  14      - 3,551,390.731   734,906.585   MT  1.00028057   +1 19 19.6
 CS2695
 CS2695                          SUPERSEDED SURVEY CONTROL
 CS2695
 CS2695  NAD 83(1986)-  32 04 27.79045(N)    096 30 40.92472(W) AD(       ) 4
 CS2695  NAD 27      -  32 04 27.23400(N)    096 30 39.97800(W) AD(       ) 3
 CS2695
 CS2695.Superseded values are not recommended for survey control.
 CS2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2695.See file dsdata.txt to determine how the superseded data were derived.
 CS2695
 CS2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3490751391(NAD 83)
 CS2695_MARKER: 53 = ELEVATED TANK
 CS2695
 CS2695  HISTORY     - Date     Condition        Report By
 CS2695  HISTORY     - 1949     FIRST OBSERVED   CGS
 CS2695
 CS2695                          STATION DESCRIPTION
 CS2695
 CS2695'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2695'STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE GROUP
 CS2695'OF BUILDINGS THAT MAKE UP THE HOME.  THE STATION IS AN ELEVATED,
 CS2695'SILVER COLORED WATER TANK, ABOUT 85 FEET HIGH WITH A SILVER
 CS2695'BALL AT THE APEX OR TOP OF THE TANK.  THIS BALL WAS THE
 CS2695'POINT INTERSECTED.
 CS2695'
 CS2695'STATION WAS REACHED FROM THE INTERSECTION OF FARM ROAD 709,
 CS2695'STATE HIGHWAYS 31 AND 22, BY GOING NORTH AND WEST ON STATE
 CS2695'HIGHWAY 22 FOR 1.9 MILES TO A Y-INTERSECTION OF ROADS.  TAKE
 CS2695'THE LEFT FORK AND GO 0.9 MILE, THRU ENTRANCE GATES TO LARGE
 CS2695'BUILDING AT THE END OF THE STREET.  THENCE LEFT AND THEN
 CS2695'RIGHT TO THE WESTERN EDGE OF THE GROUP OF BUILDINGS AND
 CS2695'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2647 ***********************************************************************
 CS2647  DESIGNATION -  CORSICANA WEST MUNICIPAL TANK
 CS2647  PID         -  CS2647
 CS2647  STATE/COUNTY-  TX/NAVARRO
 CS2647  USGS QUAD   -  CORSICANA (1978)
 CS2647
 CS2647                         *CURRENT SURVEY CONTROL
 CS2647  ___________________________________________________________________
 CS2647* NAD 83(1993)-  32 05 19.82145(N)    096 28 23.29950(W)     ADJUSTED  
 CS2647* NAVD 88     -                                                        
 CS2647  ___________________________________________________________________
 CS2647  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 CS2647  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS2647
 CS2647  HORZ ORDER  -  THIRD
 CS2647
 CS2647.The horizontal coordinates were established by classical geodetic methods
 CS2647.and adjusted by the National Geodetic Survey in February 1996..
 CS2647
 CS2647
 CS2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2647
 CS2647.The geoid height was determined by GEOID03.
 CS2647
 CS2647;                    North         East     Units Scale Factor Converg.
 CS2647;SPC TXNC     - 2,048,662.126   791,330.131   MT  1.00001262   +1 06 19.6
 CS2647;SPC TXNC     - 6,721,318.99  2,596,222.27   sFT  1.00001262   +1 06 19.6
 CS2647;UTM  14      - 3,553,077.644   738,479.059   MT  1.00030142   +1 20 34.8
 CS2647
 CS2647                          SUPERSEDED SURVEY CONTROL
 CS2647
 CS2647  NAD 83(1986)-  32 05 19.82912(N)    096 28 23.28118(W) AD(       ) 4
 CS2647  NAD 27      -  32 05 19.27800(N)    096 28 22.34100(W) AD(       ) 3
 CS2647
 CS2647.Superseded values are not recommended for survey control.
 CS2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2647.See file dsdata.txt to determine how the superseded data were derived.
 CS2647
 CS2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3847953078(NAD 83)
 CS2647_MARKER: 53 = ELEVATED TANK
 CS2647
 CS2647  HISTORY     - Date     Condition        Report By
 CS2647  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS2647
 CS2647                          STATION DESCRIPTION
 CS2647
 CS2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CS2647'IT IS LOCATED ON NORTH 20 TH. STREET AND 5 TH. AVENUE, WEST
 CS2647'AND NEXT TO THE CORSICANA HIGH SCHOOL GROUNDS.  IT IS AN
 CS2647'ELEVATED TANK, ABOUT 125 FEET IN HEIGHT AND SILVER IN COLOR.
 CS2647'THE BALL ON THE APEX OF TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1536 ***********************************************************************
 AH1536  DESIGNATION -  CORTA SACATE WINDMILL
 AH1536  PID         -  AH1536
 AH1536  STATE/COUNTY-  TX/KENEDY
 AH1536  USGS QUAD   -  TURCOTTE (1979)
 AH1536
 AH1536                         *CURRENT SURVEY CONTROL
 AH1536  ___________________________________________________________________
 AH1536* NAD 83(1993)-  27 05 58.80332(N)    097 45 11.19545(W)     ADJUSTED  
 AH1536* NAVD 88     -                                                        
 AH1536  ___________________________________________________________________
 AH1536  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 AH1536  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AH1536
 AH1536  HORZ ORDER  -  THIRD
 AH1536
 AH1536.The horizontal coordinates were established by classical geodetic methods
 AH1536.and adjusted by the National Geodetic Survey in February 1996..
 AH1536
 AH1536
 AH1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1536
 AH1536.The geoid height was determined by GEOID03.
 AH1536
 AH1536;                    North         East     Units Scale Factor Converg.
 AH1536;SPC TX S     - 5,158,983.510   374,058.916   MT  0.99989627   +0 20 20.7
 AH1536;SPC TX S     -16,925,765.07  1,227,224.96   sFT  0.99989627   +0 20 20.7
 AH1536;UTM  14      - 2,998,087.182   623,606.938   MT  0.99978861   +0 34 05.1
 AH1536
 AH1536                          SUPERSEDED SURVEY CONTROL
 AH1536
 AH1536  NAD 83(1986)-  27 05 58.81846(N)    097 45 11.17083(W) AD(       ) 4
 AH1536  NAD 27      -  27 05 57.64200(N)    097 45 10.19000(W) AD(       ) 3
 AH1536
 AH1536.Superseded values are not recommended for survey control.
 AH1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1536.See file dsdata.txt to determine how the superseded data were derived.
 AH1536
 AH1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2360798087(NAD 83)
 AH1536_MARKER: 66 = WINDMILL
 AH1536
 AH1536  HISTORY     - Date     Condition        Report By
 AH1536  HISTORY     - 1950     FIRST OBSERVED   CGS
 AH1536
 AH1536                          STATION DESCRIPTION
 AH1536
 AH1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1536'LOCATED 2.5 MILES E. OF MIFFLIN ON THE KENEDY RANCH.
 AH1536'
 AH1536'TO REACH FROM THE GROUP OF HOUSES ON THE W. SIDE OF U.S.
 AH1536'HIGHWAY 77 AT MIFFLIN, GO N. 0.1 MILE TO TRACK ROAD E., TURN
 AH1536'RIGHT ONTO ROAD AND PASS THROUGH GATE IN FENCE ALONG RIGHT
 AH1536'OF WAY, TAKE RIGHT FORK AND GO 1.4 MILES TO GATE, PASSING
 AH1536'JUST N. OF AN OIL WELL SITE, PASS THROUGH GATE, TAKE RIGHT
 AH1536'FORK AND GO 0.65 MILE TO FORK, TAKE LEFT FORK AND GO 0.6
 AH1536'MILE TO WINDMILL INSIDE A FENCE ENCLOSURE, AND STATION.
 AH1536'
 AH1536'STATION IS THE CENTER OF A STEEL TOWER WINDMILL ABOUT 30
 AH1536'FEET HIGH.  IT IS 94 FEET SW. OF SW. EDGE OF AN OPEN CONCRETE
 AH1536'TANK, 33 FEET N. OF AN 8 INCH MESQUITE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1673 ***********************************************************************
 AB1673  DESIGNATION -  CORTADO
 AB1673  PID         -  AB1673
 AB1673  STATE/COUNTY-  TX/KENEDY
 AB1673  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1673
 AB1673                         *CURRENT SURVEY CONTROL
 AB1673  ___________________________________________________________________
 AB1673* NAD 83(1993)-  26 42 58.56369(N)    097 32 12.12963(W)     ADJUSTED  
 AB1673* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 AB1673  ___________________________________________________________________
 AB1673  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AB1673  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AB1673
 AB1673  HORZ ORDER  -  THIRD
 AB1673
 AB1673.The horizontal coordinates were established by classical geodetic methods
 AB1673.and adjusted by the National Geodetic Survey in February 1996..
 AB1673
 AB1673.The orthometric height was scaled from a topographic map.
 AB1673
 AB1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1673
 AB1673.The geoid height was determined by GEOID03.
 AB1673
 AB1673;                    North         East     Units Scale Factor Converg.
 AB1673;SPC TX S     - 5,116,652.971   395,840.925   MT  0.99990707   +0 26 14.4
 AB1673;SPC TX S     -16,786,885.62  1,298,688.10   sFT  0.99990707   +0 26 14.4
 AB1673;UTM  14      - 2,955,845.637   645,553.407   MT  0.99986155   +0 39 28.7
 AB1673
 AB1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1673!SPC TX S     -   1.00000025  x   0.99990707  =   0.99990732
 AB1673!UTM  14      -   1.00000025  x   0.99986155  =   0.99986180
 AB1673
 AB1673:                Primary Azimuth Mark                     Grid Az
 AB1673:SPC TX S     -  CORTADO AZ MK                            163 13 13.5
 AB1673:UTM  14      -  CORTADO AZ MK                            162 59 59.2
 AB1673
 AB1673|---------------------------------------------------------------------|
 AB1673| PID    Reference Object                     Distance      Geod. Az  |
 AB1673|                                                           dddmmss.s |
 AB1673| CV3075 CORTADO AZ MK                                      1633927.9 |
 AB1673| CV3076 CORTADO RM 1                         13.144 METERS 19817     |
 AB1673| CV3077 CORTADO RM 2                         11.560 METERS 26522     |
 AB1673|---------------------------------------------------------------------|
 AB1673
 AB1673                          SUPERSEDED SURVEY CONTROL
 AB1673
 AB1673  NAD 83(1986)-  26 42 58.57792(N)    097 32 12.09834(W) AD(       ) 3
 AB1673  NAD 27      -  26 42 57.36100(N)    097 32 11.15200(W) AD(       ) 3
 AB1673
 AB1673.Superseded values are not recommended for survey control.
 AB1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1673.See file dsdata.txt to determine how the superseded data were derived.
 AB1673
 AB1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4555355846(NAD 83)
 AB1673_MARKER: DS = TRIANGULATION STATION DISK
 AB1673_SETTING: 0 = UNSPECIFIED SETTING
 AB1673
 AB1673  HISTORY     - Date     Condition        Report By
 AB1673  HISTORY     - 1949     MONUMENTED       CGS
 AB1673  HISTORY     - 1949     GOOD             CGS
 AB1673
 AB1673                          STATION DESCRIPTION
 AB1673
 AB1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1673'THE STATION IS LOCATED ABOUT 15.5 MILES SOUTHEAST OF SARITA,
 AB1673'ABOUT 7.25 MILES NORTH OF THE KENEDY-WILLACY COUNTY LINE,
 AB1673'AND ABOUT 4.5 MILES WEST OF THE EAST SHORE OF LAGUNA MADRE,
 AB1673'ON TOP OF A HIGH BRUSH COVERED SAND KNOLL ABOUT 0.5 OF A
 AB1673'MILE NORTH-NORTHWEST OF THE CORTADO WELL IN THE NORIAS SECTION
 AB1673'OF THE KING RANCH.  IT IS A STANDARD STATION MARK DISK WELDED
 AB1673'TO THE TOP OF A 3 INCH CAST SOIL PIPE PROJECTING 1 INCH
 AB1673'ABOVE THE TOP OF THE GROUND AND IS STAMPED CORTADO 1949.
 AB1673'
 AB1673'REFERENCE MARK NO. 1 IS LOCATED NEAR THE SOUTH EDGE OF THE
 AB1673'KNOLL ABOUT 1.5 FEET BELOW THE ELEVATION OF THE STATION.
 AB1673'IT IS SET FLUSH WITH THE TOP OF THE GROUND AND IS STAMPED
 AB1673'CORTADO NO 1 1949.
 AB1673'
 AB1673'REFERENCE MARK NO. 2 IS LOCATED NEAR THE WEST EDGE OF THE
 AB1673'KNOLL AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 AB1673'IS SET FLUSH WITH THE TOP OF THE GROUND AND IS STAMPED CORTADO
 AB1673'NO 2 1949.
 AB1673'
 AB1673'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 AB1673'MARK NO. 2 IS 45.00 FEET.
 AB1673'
 AB1673'THE AZIMUTH MARK IS 14.0 FEET SOUTH OF THE CENTER OF A TRACK
 AB1673'ROAD, 3.3 FEET WEST OF A FENCE CORNER, AND 1.5 FEET WEST
 AB1673'OF A WITNESS POST, AND 0.6 OF A FOOT NORTH OF A WOVEN WIRE
 AB1673'FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED CORTADO 1949.
 AB1673'
 AB1673'TO REACH THE STATION FROM THE GATE JUST EAST OF THE NORIAS
 AB1673'RAILROAD STATION, PASS THROUGH THE GATE AND FOLLOW A HARD
 AB1673'SURFACED ROAD EAST-SOUTHEAST FOR 5.05 MILES TO A CATTLE GUARD
 AB1673'INTO A LARGE ENCLOSURE AROUND THE NORIAS SECTION OF THE KING
 AB1673'RANCH HEADQUARTERS, CROSS CATTLE GUARD AND CONTINUE 0.15
 AB1673'OF A MILE TO A FORK, TAKE LEFT FORK FOR 0.1 OF A MILE TO
 AB1673'A LARGE TIN BARN, PASS THROUGH GATE AT BARN AND CONTINUE
 AB1673'ON HARD SURFACED ROAD FOR 0.1 OF A MILE TO A FORK, TAKE THE
 AB1673'RIGHT FORK AND PASS THROUGH RANCH HOUSES FOR 0.45 OF A MILE
 AB1673'TO A GATE AT THE EAST ENTRANCE OF THE RANCH HEADQUARTERS,
 AB1673'PASS THROUGH GATE AND CONTINUE 0.85 OF A MILE TO A GATE,
 AB1673'PASS THROUGH GATE AND CONTINUE 2.3 MILES TO A FORK,
 AB1673'TAKE LEFT FORK AND CONTINUE 4.4 MILES TO A GATE, PASS
 AB1673'THROUGH GATE AND GO 1.3 MILES TO A FORK AND A TRIANGLE
 AB1673'BLAZED TREE ON THE LEFT, HERE TAKE THE RIGHT FORK AND LEAVE
 AB1673'THE HARD SURFACED ROAD AND GO ABOUT 100 FEET ON SAND
 AB1673'ROAD TO A CROSSROAD, CONTINUE STRAIGHT AHEAD, CROSSING
 AB1673'OVER THIS CROSSROAD, FOR 0.15 OF A MILE TO A FORK, TAKE
 AB1673'THE RIGHT FORK AND CONTINUE ON VERY SANDY ROAD FOR 1.55
 AB1673'MILES TO A REVERSE FORK, CONTINUE STRAIGHT AHEAD ON SAND ROAD
 AB1673'FOR 2.05 MILES TO A GATE ON THE RIGHT INTO FENCED
 AB1673'ENCLOSURE AROUND THE CORTADO WELL AND THE AZIMUTH MARK AS
 AB1673'DESCRIBED, HERE TURN SHARP LEFT ACROSS PASTURE FOR 0.45
 AB1673'OF A MILE TO THE BASE OF SAND KNOLL AND END OF TRUCK
 AB1673'TRAVEL, FROM HERE PACK ABOUT 0.05 OF A MILE TO THE TOP OF
 AB1673'THE SAND KNOLL AND THE STATION AS DESCRIBED.
 AB1673
 AB1673                          STATION RECOVERY (1949)
 AB1673
 AB1673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1673'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN
 AB1673'GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY R.L. ENGDAHL
 AB1673'IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1359 ***********************************************************************
 BZ1359  DESIGNATION -  CORYELL CITY GERMAN CHURCH
 BZ1359  PID         -  BZ1359
 BZ1359  STATE/COUNTY-  TX/CORYELL
 BZ1359  USGS QUAD   -  CORYELL (1955)
 BZ1359
 BZ1359                         *CURRENT SURVEY CONTROL
 BZ1359  ___________________________________________________________________
 BZ1359* NAD 83(1993)-  31 33 02.28928(N)    097 36 07.27147(W)     ADJUSTED  
 BZ1359* NAVD 88     -                                                        
 BZ1359  ___________________________________________________________________
 BZ1359  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 BZ1359  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BZ1359
 BZ1359  HORZ ORDER  -  THIRD
 BZ1359
 BZ1359.The horizontal coordinates were established by classical geodetic methods
 BZ1359.and adjusted by the National Geodetic Survey in February 1996..
 BZ1359
 BZ1359
 BZ1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1359
 BZ1359.The geoid height was determined by GEOID03.
 BZ1359
 BZ1359;                    North         East     Units Scale Factor Converg.
 BZ1359;SPC TX C     - 3,212,035.048   959,296.334   MT  0.99992755   +1 24 24.4
 BZ1359;SPC TX C     -10,538,151.65  3,147,291.39   sFT  0.99992755   +1 24 24.4
 BZ1359;UTM  14      - 3,491,475.984   632,692.638   MT  0.99981716   +0 43 53.8
 BZ1359
 BZ1359                          SUPERSEDED SURVEY CONTROL
 BZ1359
 BZ1359  NAD 83(1986)-  31 33 02.29805(N)    097 36 07.25479(W) AD(       ) 4
 BZ1359  NAD 27      -  31 33 01.71500(N)    097 36 06.18400(W) AD(       ) 3
 BZ1359
 BZ1359.Superseded values are not recommended for survey control.
 BZ1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1359.See file dsdata.txt to determine how the superseded data were derived.
 BZ1359
 BZ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV3269391476(NAD 83)
 BZ1359_MARKER: 90 = CHURCH SPIRE
 BZ1359
 BZ1359  HISTORY     - Date     Condition        Report By
 BZ1359  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1359  HISTORY     - 1935     GOOD             CGS
 BZ1359  HISTORY     - 1940     GOOD             TSI
 BZ1359  HISTORY     - 1955     GOOD             USGS
 BZ1359
 BZ1359                          STATION DESCRIPTION
 BZ1359
 BZ1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1359'THIS CHURCH IS THE GERMAN BAPTIST CHURCH AT CORYELL.  IT IS STILL
 BZ1359'STANDING, UNCHANGED SINCE 1919.
 BZ1359
 BZ1359                          STATION RECOVERY (1940)
 BZ1359
 BZ1359'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 BZ1359'STATION IS TALL SPIRE ON GERMAN LUTHERAN CHURCH A LITTLE N OF E OF
 BZ1359'CORYELL.  CHURCH IS BEING MAINTAINED IN GOOD REPAIR.  STATION
 BZ1359'WAS VERIFIED BY BACK AZIMUTH FROM STATION SIMPSON.
 BZ1359
 BZ1359                          STATION RECOVERY (1955)
 BZ1359
 BZ1359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BZ1359'THIS CHURCH IS NOW CALLED ST. JOHNS LUTHERAN CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2772 ***********************************************************************
 AB2772  PACS        -  This is a Primary Airport Control Station.
 AB2772  DESIGNATION -  COT A
 AB2772  PID         -  AB2772
 AB2772  STATE/COUNTY-  TX/LA SALLE
 AB2772  USGS QUAD   -  COTULLA (1974)
 AB2772
 AB2772                         *CURRENT SURVEY CONTROL
 AB2772  ___________________________________________________________________
 AB2772* NAD 83(1993)-  28 27 14.75389(N)    099 12 52.86531(W)     ADJUSTED  
 AB2772* NAVD 88     -       139.44   (meters)     457.5    (feet)  GPS OBS   
 AB2772  ___________________________________________________________________
 AB2772  X           -    -898,676.040 (meters)                     COMP
 AB2772  Y           -  -5,539,597.073 (meters)                     COMP
 AB2772  Z           -   3,020,899.706 (meters)                     COMP
 AB2772  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AB2772  ELLIP HEIGHT-         114.47  (meters)          (10/24/00) GPS OBS
 AB2772  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AB2772
 AB2772  HORZ ORDER  -  B
 AB2772  ELLP ORDER  -  FOURTH    CLASS II
 AB2772
 AB2772.This mark is at Cotulla-La Salle Co (COT) Airport (COT)
 AB2772
 AB2772.The horizontal coordinates were established by GPS observations
 AB2772.and adjusted by the National Geodetic Survey in February 1996..
 AB2772
 AB2772.The orthometric height was determined by GPS observations and a
 AB2772.high-resolution geoid model.
 AB2772
 AB2772.GPS derived orthometric heights for airport stations designated as
 AB2772.PACS or SACS are published to 2 decimal places.  This maintains
 AB2772.centimeter relative accuracy between the PACS and SACS.  It does
 AB2772.not indicate centimeter accuracy relative to other marks which are
 AB2772.part of the NAVD 88 network.
 AB2772
 AB2772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2772
 AB2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2772
 AB2772.The ellipsoidal height was determined by GPS observations
 AB2772.and is referenced to NAD 83.
 AB2772
 AB2772.The geoid height was determined by GEOID03.
 AB2772
 AB2772;                    North         East     Units Scale Factor Converg.
 AB2772;SPC TXSC     - 4,068,819.233   578,972.809   MT  0.99998044   -0 06 18.6
 AB2772;SPC TXSC     -13,349,117.77  1,899,513.29   sFT  0.99998044   -0 06 18.6
 AB2772;UTM  14      - 3,147,525.596   478,980.770   MT  0.99960545   -0 06 08.2
 AB2772
 AB2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2772!SPC TXSC     -   0.99998202  x   0.99998044  =   0.99996246
 AB2772!UTM  14      -   0.99998202  x   0.99960545  =   0.99958748
 AB2772
 AB2772|---------------------------------------------------------------------|
 AB2772| PID    Reference Object                     Distance      Geod. Az  |
 AB2772|                                                           dddmmss.s |
 AB2772| AO0257 W 1077                              361.829 METERS 25744     |
 AB2772|---------------------------------------------------------------------|
 AB2772
 AB2772                          SUPERSEDED SURVEY CONTROL
 AB2772
 AB2772  ELLIP H (02/20/96)  114.61   (m)                       GP(       ) 1 1
 AB2772
 AB2772.Superseded values are not recommended for survey control.
 AB2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2772.See file dsdata.txt to determine how the superseded data were derived.
 AB2772
 AB2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7898147526(NAD 83)
 AB2772_MARKER: I = METAL ROD
 AB2772_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2772_STAMPING: COT A 1995
 AB2772_MARK LOGO: NGS   
 AB2772_PROJECTION: FLUSH
 AB2772_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2772+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2772_ROD/PIPE-DEPTH: 4.8  meters
 AB2772_SLEEVE-DEPTH  : 0.9 meters
 AB2772
 AB2772  HISTORY     - Date     Condition        Report By
 AB2772  HISTORY     - 1995     MONUMENTED       NGS
 AB2772
 AB2772                          STATION DESCRIPTION
 AB2772
 AB2772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2772'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF COTULLA, ON
 AB2772'THE COTULLA-LA SALLE COUNTY AIRPORT, NORTHEAST OF THE END OF RUNWAY
 AB2772'31.  OWNERSHIP--CITY OF COTULLA/LA SALLE COUNTY, 117 NORTH FRONT
 AB2772'STREET, COTULLA TX 78014.  THE MANAGER IS E T PAGE III, PHONE 210 879
 AB2772'3858.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 AB2772'AND BUSINESS 35 (EXIT 68) NEAR THE NORTH EDGE OF COTULLA, GO SOUTH ON
 AB2772'BUSINESS 35 1.58 KM (1.00 MI) TO ITS JUNCTION WITH STATE HIGHWAY 97.
 AB2772'TURN LEFT,EAST, GO 1.9 KM (1.20 MI) TO THE AIRPORT ROAD ON THE LEFT,
 AB2772'NORTH, GO 1.0 KM (0.60 MI) TO THE GATE AT THE AIRPORT APRON, PASS
 AB2772'THROUGH THE GATE AND TURN RIGHT, NORTHEAST, GO 0.22 KM (0.15 MI)
 AB2772'ACROSS THE APRON, ALONG THE TAXI, AND ACROSS THE RUNWAY, TURN RIGHT,
 AB2772'SOUTHEAST, AND GO 0.26 KM (0.15 MI) TO THE END OF RUNWAY 31 AND THE
 AB2772'STATION ON THE LEFT.  THE STATION IS 46.0 M (150.9 FT) NORTHEAST OF
 AB2772'THE CENTER OF RUNWAY 31 END, 27.7 M (90.9 FT) NORTHEAST OF THE
 AB2772'NORTHEAST THRESHOLD LIGHT, 0.7 M (2.3 FT) SOUTHWEST OF A WITNESS POST,
 AB2772'AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE
 AB2772'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET
 AB2772'CLASS A REQUIREMENTS.  BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3893 ***********************************************************************
 AB3893  SACS        -  This is a Secondary Airport Control Station.
 AB3893  DESIGNATION -  COT B
 AB3893  PID         -  AB3893
 AB3893  STATE/COUNTY-  TX/LA SALLE
 AB3893  USGS QUAD   -  COTULLA (1974)
 AB3893
 AB3893                         *CURRENT SURVEY CONTROL
 AB3893  ___________________________________________________________________
 AB3893* NAD 83(1993)-  28 27 42.21496(N)    099 13 25.18611(W)     ADJUSTED  
 AB3893* NAVD 88     -       144.42   (meters)     473.8    (feet)  GPS OBS   
 AB3893  ___________________________________________________________________
 AB3893  X           -    -899,480.194 (meters)                     COMP
 AB3893  Y           -  -5,539,062.893 (meters)                     COMP
 AB3893  Z           -   3,021,645.351 (meters)                     COMP
 AB3893  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AB3893  ELLIP HEIGHT-         119.48  (meters)          (05/01/01) GPS OBS
 AB3893  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AB3893
 AB3893  HORZ ORDER  -  FIRST
 AB3893  ELLP ORDER  -  FOURTH    CLASS II
 AB3893
 AB3893.This mark is at Cotulla-La Salle Co (COT) Airport (COT)
 AB3893
 AB3893.The horizontal coordinates were established by GPS observations
 AB3893.and adjusted by the National Geodetic Survey in June 1996..
 AB3893
 AB3893.The orthometric height was determined by GPS observations and a
 AB3893.high-resolution geoid model.
 AB3893
 AB3893.GPS derived orthometric heights for airport stations designated as
 AB3893.PACS or SACS are published to 2 decimal places.  This maintains
 AB3893.centimeter relative accuracy between the PACS and SACS.  It does
 AB3893.not indicate centimeter accuracy relative to other marks which are
 AB3893.part of the NAVD 88 network.
 AB3893
 AB3893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3893
 AB3893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3893
 AB3893.The ellipsoidal height was determined by GPS observations
 AB3893.and is referenced to NAD 83.
 AB3893
 AB3893.The geoid height was determined by GEOID03.
 AB3893
 AB3893;                    North         East     Units Scale Factor Converg.
 AB3893;SPC TXSC     - 4,069,666.258   578,095.081   MT  0.99997842   -0 06 34.5
 AB3893;SPC TXSC     -13,351,896.71  1,896,633.61   sFT  0.99997842   -0 06 34.5
 AB3893;UTM  14      - 3,148,372.259   478,103.326   MT  0.99960592   -0 06 23.7
 AB3893
 AB3893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3893!SPC TXSC     -   0.99998123  x   0.99997842  =   0.99995965
 AB3893!UTM  14      -   0.99998123  x   0.99960592  =   0.99958716
 AB3893
 AB3893                          SUPERSEDED SURVEY CONTROL
 AB3893
 AB3893  ELLIP H (06/13/96)  119.61   (m)                       GP(       ) 4 2
 AB3893
 AB3893.Superseded values are not recommended for survey control.
 AB3893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3893.See file dsdata.txt to determine how the superseded data were derived.
 AB3893
 AB3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7810348372(NAD 83)
 AB3893_MARKER: I = METAL ROD
 AB3893_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3893_STAMPING: COT B 1995
 AB3893_MARK LOGO: NGS   
 AB3893_PROJECTION: FLUSH
 AB3893_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3893+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3893_ROD/PIPE-DEPTH: 2.3  meters
 AB3893_SLEEVE-DEPTH  : 0.9 meters
 AB3893
 AB3893  HISTORY     - Date     Condition        Report By
 AB3893  HISTORY     - 1995     MONUMENTED       NGS
 AB3893
 AB3893                          STATION DESCRIPTION
 AB3893
 AB3893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3893'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF COTULLA, ON
 AB3893'THE COTULLA-LA SALLE COUNTY AIRPORT, NORTHEAST OF THE END OF RUNWAY
 AB3893'13, OWNERSHIP--CITY OF COTULLA/LA SALLE COUNTY, 117 NORTH FRONT
 AB3893'STREET, COTULLA TX 78014.  THE MANAGER IS E T PAGE III, PHONE 210 879
 AB3893'3858.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 AB3893'AND BUSINESS 35 (EXIT 68) NEAR THE NORTH EDGE OF COTULLA, GO SOUTH ON
 AB3893'BUSINESS 35 1.58 KM (1.00 MI) TO ITS JUNCTION WITH STATE HIGHWAY 97.
 AB3893'TURN LEFT, EAST, GO 1.9 KM (1.20 MI) TO THE AIRPORT ROAD ON THE LEFT,
 AB3893'NORTH, GO 1.0 KM (0.60 MI) TO THE GATE AT THE AIRPORT APRON, PASS
 AB3893'THROUGH THE GATE AND TURN RIGHT, NORTHEAST, GO 0.22 KM (0.15 MI)
 AB3893'ACROSS THE APRON, ALONG THE TAXI, AND ACROSS THE RUNWAY, TURN LEFT,
 AB3893'NORTHWEST, AND GO 0.95 KM (0.60 MI) TO THE END OF RUNWAY 13 AND THE
 AB3893'STATION ON THE RIGHT.  THE STATION IS 31.9 M (104.7 FT) NORTHEAST OF
 AB3893'THE CENTER OF RUNWAY 13, AND IS IN LINE WITH THE NORTHWEST EDGE OF A
 AB3893'TURN-AROUND SOUTHWEST OF THE RUNWAY, (THIS RUNWAY END WILL BE
 AB3893'LENGTHENED SOON) 14.0 M (45.9 FT) EAST-NORTHEAST OF THE NORTHEAST
 AB3893'THRESHOLD LIGHT, 0.9 M (3.0 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M
 AB3893'(1.0 FT) BELOW THE LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE DATUM
 AB3893'POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS
 AB3893'A REQUIREMENTS.  BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0793 ***********************************************************************
 AO0793  DESIGNATION -  COTPORT
 AO0793  PID         -  AO0793
 AO0793  STATE/COUNTY-  TX/LA SALLE
 AO0793  USGS QUAD   -  COTULLA (1974)
 AO0793
 AO0793                         *CURRENT SURVEY CONTROL
 AO0793  ___________________________________________________________________
 AO0793* NAD 83(1993)-  28 27 19.19104(N)    099 13 01.77168(W)     ADJUSTED  
 AO0793* NAVD 88     -       140.6    (meters)     461.     (feet)  VERTCON   
 AO0793  ___________________________________________________________________
 AO0793  X           -    -898,905.010 (meters)                     COMP
 AO0793  Y           -  -5,539,495.251 (meters)                     COMP
 AO0793  Z           -   3,021,020.481 (meters)                     COMP
 AO0793  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AO0793  ELLIP HEIGHT-         115.89  (meters)          (02/16/96) GPS OBS
 AO0793  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AO0793
 AO0793  HORZ ORDER  -  THIRD
 AO0793  ELLP ORDER  -  FIFTH     CLASS I
 AO0793
 AO0793.This mark is at Cotulla-La Salle Co (COT) Airport (COT)
 AO0793
 AO0793.The horizontal coordinates were established by GPS observations
 AO0793.and adjusted by the National Geodetic Survey in February 1996..
 AO0793
 AO0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0793
 AO0793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0793
 AO0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0793
 AO0793.The ellipsoidal height was determined by GPS observations
 AO0793.and is referenced to NAD 83.
 AO0793
 AO0793.The geoid height was determined by GEOID03.
 AO0793
 AO0793;                    North         East     Units Scale Factor Converg.
 AO0793;SPC TXSC     - 4,068,956.276   578,730.749   MT  0.99998011   -0 06 23.0
 AO0793;SPC TXSC     -13,349,567.38  1,898,719.13   sFT  0.99998011   -0 06 23.0
 AO0793;UTM  14      - 3,147,662.576   478,738.793   MT  0.99960558   -0 06 12.5
 AO0793
 AO0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0793!SPC TXSC     -   0.99998180  x   0.99998011  =   0.99996191
 AO0793!UTM  14      -   0.99998180  x   0.99960558  =   0.99958738
 AO0793
 AO0793|---------------------------------------------------------------------|
 AO0793| PID    Reference Object                     Distance      Geod. Az  |
 AO0793|                                                           dddmmss.s |
 AO0793| AO0257 W 1077                              240.741 METERS 20731     |
 AO0793| AO0256 X 1077                              207.065 METERS 22539     |
 AO0793| AO0794 COTPORT AZ MK                       APPROX. 0.7 KM 3153225.0 |
 AO0793|---------------------------------------------------------------------|
 AO0793
 AO0793                          SUPERSEDED SURVEY CONTROL
 AO0793
 AO0793  NAD 83(1986)-  28 27 19.18833(N)    099 13 01.74910(W) AD(       ) 3
 AO0793  NGVD 29 (10/23/89)  140.4    (m)          461.     (f) GPS OBS        
 AO0793
 AO0793.Superseded values are not recommended for survey control.
 AO0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0793.See file dsdata.txt to determine how the superseded data were derived.
 AO0793
 AO0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7873947663(NAD 83)
 AO0793_MARKER: DH = HORIZONTAL CONTROL DISK
 AO0793_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AO0793_SP_SET: CONCRETE TAXIWAY EXTENSION
 AO0793_STAMPING: COTPORT 1988
 AO0793_MARK LOGO: NGS   
 AO0793_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0793+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1989
 AO0793
 AO0793  HISTORY     - Date     Condition        Report By
 AO0793  HISTORY     - 1988     MONUMENTED       NGS
 AO0793  HISTORY     - 19890106 GOOD
 AO0793  HISTORY     - 1990     GOOD             USPSQD
 AO0793  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0793
 AO0793                          STATION DESCRIPTION
 AO0793
 AO0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AO0793'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF COTULLA, 1.1
 AO0793'KM (0.70 MI) NORTH OF STATE HIGHWAY 97, AT THE COTULLA MUNICIPAL
 AO0793'AIRPORT.  OWNERSHIP--CITY OF COTULLA, 117 NORTH FRONT STREET, COTULLA,
 AO0793'TEXAS 78014.  THE AIRPORT MANAGER IS HIJINIO MARTINEZ.  THE AIRPORT IS
 AO0793'MANAGED BY THE INDUSTRIAL DEVELOPMENT CORPORATION, TELEPHONE
 AO0793'512-879-2369.
 AO0793'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AO0793'U.S. HIGHWAY 81 SOUTH (EXIT 68), NEAR THE NORTH EDGE OF COTULLA, GO
 AO0793'SOUTH ON U.S. HIGHWAY 81 FOR 1.58 KM (1.00 MI) TO ITS JUNCTION WITH
 AO0793'STATE HIGHWAY 97.  TURN LEFT AND GO EAST ON STATE HIGHWAY 97 FOR 1.36
 AO0793'KM (0.85 MI) TO FARM ROAD 624 RIGHT.  CONTINUE EAST ON STATE HIGHWAY
 AO0793'97 FOR 0.56 KM (0.35 MI) TO A DIRT ROAD LEFT.  TURN LEFT AND GO NORTH
 AO0793'ON THE DIRT ROAD FOR 1.00 KM (0.60 MI) TO A GATE (COMBINATION 3041).
 AO0793'PASS THROUGH THE GATE AND BEAR RIGHT, NORTHEAST, TO A TARMAC.
 AO0793'CONTINUE NORTHEAST ONTO THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE
 AO0793'JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 AO0793'THE MARK IS SET IN A DRILL HOLE IN A CONCRETE EXTENSION OF THE
 AO0793'TAXIWAY.  IT IS 26.8 M (87.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AO0793'RUNWAY, 17.7 M (58.1 FT) SOUTHEAST OF A RUNWAY LIGHT, 4.5 M (14.8 FT)
 AO0793'NORTHWEST OF THE CENTERLINE OF THE TAXIWAY, 1.0 M (3.3 FT) EAST OF A
 AO0793'WITNESS POST, AND 0.25 M (0.8 FT) NORTHWEST OF THE EDGE OF THE
 AO0793'CONCRETE EXTENSION OF THE TAXIWAY.
 AO0793'DESCRIBED BY V.L. FERNANDES.
 AO0793
 AO0793                          STATION RECOVERY (1989)
 AO0793
 AO0793'RECOVERED 1989
 AO0793'RECOVERED IN GOOD CONDITION.
 AO0793
 AO0793                          STATION RECOVERY (1990)
 AO0793
 AO0793'RECOVERY NOTE BY US POWER SQUADRON 1990 (HLJ)
 AO0793'RECOVERED IN GOOD CONDITION.
 AO0793
 AO0793                          STATION RECOVERY (1997)
 AO0793
 AO0793'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0794 ***********************************************************************
 AO0794  DESIGNATION -  COTPORT AZ MK
 AO0794  PID         -  AO0794
 AO0794  STATE/COUNTY-  TX/LA SALLE
 AO0794  USGS QUAD   -  COTULLA (1974)
 AO0794
 AO0794                         *CURRENT SURVEY CONTROL
 AO0794  ___________________________________________________________________
 AO0794* NAD 83(1993)-  28 27 35.63005(N)    099 13 20.02634(W)     ADJUSTED  
 AO0794* NAVD 88     -       142.6    (meters)     468.     (feet)  VERTCON   
 AO0794  ___________________________________________________________________
 AO0794  X           -    -899,356.900 (meters)                     COMP
 AO0794  Y           -  -5,539,179.425 (meters)                     COMP
 AO0794  Z           -   3,021,466.400 (meters)                     COMP
 AO0794  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AO0794  ELLIP HEIGHT-         117.95  (meters)          (02/16/96) GPS OBS
 AO0794  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AO0794
 AO0794  HORZ ORDER  -  THIRD
 AO0794  ELLP ORDER  -  FIFTH     CLASS I
 AO0794
 AO0794.This mark is at Cotulla-La Salle Co (COT) Airport (COT)
 AO0794
 AO0794.The horizontal coordinates were established by GPS observations
 AO0794.and adjusted by the National Geodetic Survey in February 1996..
 AO0794
 AO0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0794
 AO0794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0794
 AO0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0794
 AO0794.The ellipsoidal height was determined by GPS observations
 AO0794.and is referenced to NAD 83.
 AO0794
 AO0794.The geoid height was determined by GEOID03.
 AO0794
 AO0794;                    North         East     Units Scale Factor Converg.
 AO0794;SPC TXSC     - 4,069,463.277   578,235.066   MT  0.99997890   -0 06 31.9
 AO0794;SPC TXSC     -13,351,230.77  1,897,092.88   sFT  0.99997890   -0 06 31.9
 AO0794;UTM  14      - 3,148,169.361   478,243.270   MT  0.99960584   -0 06 21.2
 AO0794
 AO0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0794!SPC TXSC     -   0.99998147  x   0.99997890  =   0.99996037
 AO0794!UTM  14      -   0.99998147  x   0.99960584  =   0.99958732
 AO0794
 AO0794:                Primary Azimuth Mark                     Grid Az
 AO0794:SPC TXSC     -  COTPORT                                  135 38 48.2
 AO0794:UTM  14      -  COTPORT                                  135 38 37.5
 AO0794
 AO0794|---------------------------------------------------------------------|
 AO0794| PID    Reference Object                     Distance      Geod. Az  |
 AO0794|                                                           dddmmss.s |
 AO0794| AO0793 COTPORT                             APPROX. 0.7 KM 1353216.3 |
 AO0794|---------------------------------------------------------------------|
 AO0794
 AO0794                          SUPERSEDED SURVEY CONTROL
 AO0794
 AO0794  NAD 83(1986)-  28 27 35.62756(N)    099 13 20.00373(W) AD(       ) 3
 AO0794  NGVD 29 (10/23/89)  142.5    (m)          468.     (f) GPS OBS        
 AO0794
 AO0794.Superseded values are not recommended for survey control.
 AO0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0794.See file dsdata.txt to determine how the superseded data were derived.
 AO0794
 AO0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7824348169(NAD 83)
 AO0794_MARKER: I = METAL ROD
 AO0794_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AO0794_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AO0794_STAMPING: COTPORT AZ MK 1988
 AO0794_MARK LOGO: NGS   
 AO0794_PROJECTION: FLUSH
 AO0794_MAGNETIC: I = MARKER IS A STEEL ROD
 AO0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0794+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AO0794_ROD/PIPE-DEPTH: 2.21 meters
 AO0794_SLEEVE-DEPTH  : 0.76 meters
 AO0794
 AO0794  HISTORY     - Date     Condition        Report By
 AO0794  HISTORY     - 1988     MONUMENTED       NGS
 AO0794  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0794
 AO0794                          STATION DESCRIPTION
 AO0794
 AO0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AO0794'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF COTULLA, 1.1
 AO0794'KM (0.70 MI) NORTH OF STATE HIGHWAY 97, AT THE COTULLA MUNICIPAL
 AO0794'AIRPORT.  OWNERSHIP--CITY OF COTULLA, 117 NORTH FRONT STREET, COTULLA,
 AO0794'TEXAS 78014.  THE AIRPORT MANAGER IS HIJINIO MARTINEZ.  THE AIRPORT IS
 AO0794'MANAGED BY THE INDUSTRIAL DEVELOPMENT CORPORATION, TELEPHONE
 AO0794'512-879-2369.
 AO0794'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 AO0794'AND U.S. HIGHWAY 81 SOUTH (EXIT 68), NEAR THE NORTH EDGE OF COTULLA,
 AO0794'GO SOUTH ON U.S. HIGHWAY 81 FOR 1.58 KM (1.00 MI) TO ITS JUNCTION WITH
 AO0794'STATE HIGHWAY 97.  TURN LEFT AND GO EAST ON STATE HIGHWAY 97 FOR 1.36
 AO0794'KM (0.85 MI) TO FARM ROAD 624 RIGHT.  CONTINUE EAST ON STATE HIGHWAY
 AO0794'97 FOR 0.56 KM (0.35 MI) TO A DIRT ROAD LEFT.  TURN LEFT AND GO NORTH
 AO0794'ON THE DIRT ROAD FOR 1.00 KM (0.60 MI) TO A GATE (COMBINATION 3041).
 AO0794'PASS THROUGH THE GATE AND BEAR RIGHT, NORTHEAST, TO A TARMAC.
 AO0794'CONTINUE NORTHEAST ONTO THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE
 AO0794'JUNCTION OF THE RUNWAY. TURN LEFT AND GO NORTHWEST ALONG THE SIDE OF
 AO0794'THE RUNWAY FOR 0.70 KM (0.45 MI) TO THE END OF THE RUNWAY AND THE
 AO0794'AZIMUTH MARK ON THE LEFT.
 AO0794'THE AZIMUTH MARK IS 36.6 M (120.1 FT) SOUTHEAST OF THE SOUTHERN MOST
 AO0794'RUNWAY END LIGHT, 24.9 M (81.7 FT) NORTHWEST OF A RUNWAY LIGHT, 14.3 M
 AO0794'(46.9 FT) SOUTHWEST OF THE CENTERLINE OF THE RUNWAY, 5.6 M (18.4 FT)
 AO0794'SOUTHWEST OF THE RUNWAY EDGE WHERE IT STARTS TO WIDEN, AND 0.3 M
 AO0794'(1.0 FT) NORTHEAST OF A WITNESS POST.
 AO0794'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AO0794'DESCRIBED BY V.L. FERNANDES.
 AO0794
 AO0794                          STATION RECOVERY (1997)
 AO0794
 AO0794'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0810 ***********************************************************************
 CV0810  DESIGNATION -  COTTEN
 CV0810  PID         -  CV0810
 CV0810  STATE/COUNTY-  TX/ANDREWS
 CV0810  USGS QUAD   -  WHALEN LAKE (1971)
 CV0810
 CV0810                         *CURRENT SURVEY CONTROL
 CV0810  ___________________________________________________________________
 CV0810* NAD 83(1993)-  32 20 09.69394(N)    102 45 19.70064(W)     ADJUSTED  
 CV0810* NAVD 88     -      1024.8    (meters)    3362.     (feet)  VERTCON   
 CV0810  ___________________________________________________________________
 CV0810  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 CV0810  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CV0810
 CV0810  HORZ ORDER  -  FIRST
 CV0810
 CV0810.The horizontal coordinates were established by classical geodetic methods
 CV0810.and adjusted by the National Geodetic Survey in February 1996..
 CV0810
 CV0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0810
 CV0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0810
 CV0810.The geoid height was determined by GEOID03.
 CV0810
 CV0810;                    North         East     Units Scale Factor Converg.
 CV0810;SPC TXNC     - 2,082,339.419   199,490.046   MT  0.99995003   -2 19 15.3
 CV0810;SPC TXNC     - 6,831,808.58    654,493.59   sFT  0.99995003   -2 19 15.3
 CV0810;UTM  13      - 3,579,896.616   711,254.078   MT  1.00015037   +1 12 03.6
 CV0810
 CV0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0810!SPC TXNC     -   0.99984268  x   0.99995003  =   0.99979272
 CV0810!UTM  13      -   0.99984268  x   1.00015037  =   0.99999303
 CV0810
 CV0810|---------------------------------------------------------------------|
 CV0810| PID    Reference Object                     Distance      Geod. Az  |
 CV0810|                                                           dddmmss.s |
 CV0810| CH8672 COTTEN RM 1                          25.911 METERS 05625     |
 CV0810| CH8671 COTTEN AZ MK                                       1192555.4 |
 CV0810| CH8673 COTTEN RM 2                          28.602 METERS 25741     |
 CV0810|---------------------------------------------------------------------|
 CV0810
 CV0810                          SUPERSEDED SURVEY CONTROL
 CV0810
 CV0810  NAD 83(1993)-  32 20 09.69536(N)    102 45 19.69451(W) AD(       ) 1
 CV0810  NAD 83(1986)-  32 20 09.69391(N)    102 45 19.69223(W) AD(       ) 1
 CV0810  NAD 27      -  32 20 09.30900(N)    102 45 18.07700(W) AD(       ) 1
 CV0810  NGVD 29 (07/19/86) 1024.4    (m)         3361.     (f) VERT ANG       
 CV0810
 CV0810.Superseded values are not recommended for survey control.
 CV0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0810.See file dsdata.txt to determine how the superseded data were derived.
 CV0810
 CV0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR1125479897(NAD 83)
 CV0810_MARKER: DS = TRIANGULATION STATION DISK
 CV0810_SETTING: 0 = UNSPECIFIED SETTING
 CV0810
 CV0810  HISTORY     - Date     Condition        Report By
 CV0810  HISTORY     - 1935     MONUMENTED       CGS
 CV0810  HISTORY     - 1938     GOOD             TXHD
 CV0810  HISTORY     - 1947     GOOD             PHILIP
 CV0810  HISTORY     - 1967     GOOD             CGS
 CV0810  HISTORY     - 1969     GOOD             LOCENG
 CV0810  HISTORY     - 1970     GOOD             USGS
 CV0810
 CV0810                          STATION DESCRIPTION
 CV0810
 CV0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0810'STATION IS LOCATED ABOUT 12 MILES W OF ANDREWS, 4-3/4 MILES
 CV0810'N OF THE RANCH BUILDINGS RENTED AND OCCUPIED BY W.B. COTTEN,
 CV0810'0.6 MILE W OF A N-S FENCE, AND 1-1/2 MILES S OF THE GRADED
 CV0810'EUNICE-ANDREWS ROAD.  IT IS ON THE HIGHEST SAND RIDGE FOR
 CV0810'SEVERAL MILES AROUND.  THERE IS A STRIP OF RED SAND ON THE
 CV0810'RIDGE ABOUT 1/3 MILE TO THE NNE OF THE STATION WHICH CAN BE
 CV0810'SEEN FOR MANY MILES FROM THE SE.  THE SURFACE MARK PROJECTS 18
 CV0810'INCHES AND IS IN SEC. 40 (APPROX.) UNIVERSITY BLOCK 13.
 CV0810'
 CV0810'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 CV0810'IN THE TOP OF TILES WHICH ARE EMBEDDED IN THE GROUND.
 CV0810'
 CV0810'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 CV0810'IN CONCRETE.
 CV0810'
 CV0810'REFERENCE MARK NO. 1 PROJECTS 12 INCHES AND IS ENE OF THE STATION.
 CV0810'
 CV0810'REFERENCE MARK NO. 2 PROJECTS 12 INCHES AND IS W OF THE STATION.
 CV0810'
 CV0810'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS SSE OF THE STATION.
 CV0810'IT IS IN A N-S FENCE AT A POINT 2 FEET S OF THE S POST OF A GATE
 CV0810'IN THE SAME FENCE.  THIS GATE POST IS A 4-INCH IRON PIPE 10
 CV0810'10 FEET IN HEIGHT.
 CV0810'
 CV0810'TO REACH THE STATION FROM ANDREWS, A SMALL TOWN ON STATE
 CV0810'HIGHWAY 51 AND THE COUNTY SEAT OF ANDREWS COUNTY, GO W FROM
 CV0810'STATE HIGHWAY 51 ON THE MAIN STREET 5.0 MILES TO A FORK.
 CV0810'THE RIGHT FORK, SIGNED EUNICE, BEARS TO THE NW ACROSS A
 CV0810'CATTLE GUARD.  CONTINUE STRAIGHT AHEAD ON GRADED ROAD W 4.0
 CV0810'MILES TO A CATTLE GUARD.  CONTINUE W ON MAIN ROAD 0.9 MILE TO A
 CV0810'CATTLE GUARD.  HERE LEAVE MAIN ROAD, TURN RIGHT AND GO N ON DIM
 CV0810'TRACK ROAD ALONG THE W SIDE OF N-S FENCE 0.5 MILE TO A FORK
 CV0810'100 YARDS E OF TWO WINDMILLS.  TAKE THE RIGHT FORK AND
 CV0810'CONTINUE N ALONG THE W SIDE OF FENCE 1.2 MILES TO A CROSS ROAD
 CV0810'AND GATE IN THE N-S FENCE.  HERE LEAVE THE FENCE, TURN
 CV0810'LEFT AND GO W ON TRACK ROAD 1.0 MILE TO A GATE IN A N-S
 CV0810'FENCE.  PASS THROUGH GATE, LEAVE ROAD, TURN RIGHT AND GO N
 CV0810'ACROSS COUNTRY ALONG THE W SIDE OF FENCE 1.1 MILES TO AN
 CV0810'E-W FENCE.  CROSS THIS FENCE AT A POINT 50 YARDS W OF THE
 CV0810'N-S FENCE AND CONTINUE N ALONG THE W SIDE OF THE N-S FENCE
 CV0810'0.7 MILE TO AN ANGLING CROSS ROAD AND A GATE WITH TALL
 CV0810'IRON POSTS.  (THE AZIMUTH MARK IS AT THIS GATE.) FROM
 CV0810'THIS POINT, UNLESS ONE HAS A VERY LIGHT TRUCK, IT IS
 CV0810'RECOMMENDED THAT THE REMAINING DISTANCE OF 1.2 MILES TO
 CV0810'THE HIGH GROUND AND STATION TO THE NNW BE PACKED BECAUSE THE
 CV0810'COUNTRY IS VERY SANDY AND ROUGH.
 CV0810'
 CV0810'A 10-FOOT STAND WILL CLEAR ALL LINES.
 CV0810
 CV0810                          STATION RECOVERY (1938)
 CV0810
 CV0810'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0810'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0810'ALSO THE AZIMUTH MARK WAS RECOVERED AND IN GOOD CONDITION.
 CV0810'DESCRIPTION AS GIVEN IN REACHING STATION IS SATISFACTORY.
 CV0810
 CV0810                          STATION RECOVERY (1947)
 CV0810
 CV0810'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0810'STATION MARK IN GOOD CONDITION AND PROJECTING 2 FEET ABOVE
 CV0810'GROUND.  IT IS STAMPED COTTEN 1935.  REFERENCE MARK 1 IS IN
 CV0810'GOOD CONDITION BUT PROJECTING 2 FEET ABOVE GROUND.  REFERENCE
 CV0810'MARK 2 IS IN LOOSE SAND AND LEANING.  IT PROJECTS 30 INCHES.
 CV0810'AZIMUTH MARK IN PERFECT CONDITION AS DESCRIBED.
 CV0810
 CV0810                          STATION RECOVERY (1967)
 CV0810
 CV0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (TET)
 CV0810'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CV0810'AZIMUTH MARK NOT SEARCHED FOR.  REVISED TO REACH--FROM INTERSECTION
 CV0810'OF U.S. HWY 385 AND TEXAS STATE HWYS 176 AND 115 ANDREWS,
 CV0810'TEXAS DRIVE WSW ON STATE HWYS 176 AND 115 FOR 1 MI., CONTINUE
 CV0810'NW ON STATE HWY 176 FOR 13 MI. TO INTERSECTION OF STATE HWY
 CV0810'176 AND TEXAS FARM RDS 82 AND 181.  TURN SSW ON FARM RD 181
 CV0810'FOR 1.7 MILE.  TURN E ACROSS CATTLEGUARD ON OIL WELL SERVICE
 CV0810'ROAD (SINCLAIR OIL LEASE) FOR 1 MI. TO T-ROAD W.  HERE TURN
 CV0810'S (RIGHT) FOR 0.5 MI. TO CROSS ROADS, TURN E (LEFT) FOR 0.5
 CV0810'MILE TO CREST OF HILL AND STATION ON LEFT SIDE OF ROAD
 CV0810'(NORTH).  MARKS SET IN CAST IRON PIPES FILLED WITH CONCRETE.
 CV0810
 CV0810                          STATION RECOVERY (1969)
 CV0810
 CV0810'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (MS)
 CV0810'STATION RECOVERED BY JOHN W. WEST ENGINEERING CO.
 CV0810'
 CV0810'COTTEN - 1935-GOOD - PROJECTS 1.5 FEET
 CV0810'
 CV0810'R.P. 1 - 1935-GOOD - PROJECTS 2.5 FEET
 CV0810'
 CV0810'R.P. 2 - 1935-LEANING - PROJECTS 1.5 FEET
 CV0810'
 CV0810'AZIMUTH MARK - COTTEN 1935-EXCELLENT - PROJECTS 0.5 FEET
 CV0810'
 CV0810'NEW DIRECTIONS TO STATION FROM ANDREWS, TEXAS.  FROM INTERSECTION
 CV0810'OF HIGHWAY 385 AND 176 IN ANDREWS GO WESTERLY 13.6 MILES ON
 CV0810'STATE HWY. 176 TO THE PRAIRIE SCHOONER SERVICE STATION AND CAFE
 CV0810'AT THE INTERSECTION WITH STATE F.M. 181.  TURN LEFT, OR SOUTH,
 CV0810'ON STATE F.M. 181 AND GO 1.2 MILES TO A DIRT ROAD ON THE
 CV0810'LEFT.  TURN LEFT ON DIRT ROAD AND GO EASTERLY FOR 0.65 MILES.
 CV0810'TURN RIGHT ON DIRT ROAD AND GO SOUTHERLY 0.6 MILES TO A DIRT
 CV0810'ROAD TO THE LEFT.  TURN LEFT ON DIRT ROAD AND GO EASTERLY
 CV0810'0.5 MILES TO STATION 27 FEET NORTH OF ROAD.
 CV0810
 CV0810                          STATION RECOVERY (1970)
 CV0810
 CV0810'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JLP)
 CV0810'TO REACH THE STATION FROM THE POST OFFICE IN FRANKEL CITY,
 CV0810'DRIVE SOUTH ON FARM ROAD 181 2.0 MILES TO THE JCT. WITH
 CV0810'STATE HWY 176.  CONTINUE SOUTH ON FARM ROAD 181 1.65 MILES
 CV0810'TO A X-ROADS AND A LARGE SINCLAIR SIGN ON THE LEFT, TURN LEFT
 CV0810'ON A DIRT ROAD, CROSSING CATTLEGUARD, DRIVE EAST-NORTHEAST
 CV0810'ON THIS ROAD 0.9 MILE TO A T-ROAD JCT.  TURN RIGHT, DRIVE 0.3
 CV0810'MILE TO A T-ROAD JCT., TURN LEFT DRIVE 0.55 MILE TO THE TOP
 CV0810'OF A RIDGE AND STATION ON THE LEFT ABOUT 30 FT NORTH OF
 CV0810'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1397 ***********************************************************************
 AJ1397  DESIGNATION -  COTTON
 AJ1397  PID         -  AJ1397
 AJ1397  STATE/COUNTY-  TX/WEBB
 AJ1397  USGS QUAD   -  RETAMA CREEK (1980)
 AJ1397
 AJ1397                         *CURRENT SURVEY CONTROL
 AJ1397  ___________________________________________________________________
 AJ1397* NAD 83(1993)-  27 28 04.96031(N)    099 10 07.26659(W)     ADJUSTED  
 AJ1397* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 AJ1397  ___________________________________________________________________
 AJ1397  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AJ1397  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AJ1397
 AJ1397  HORZ ORDER  -  THIRD
 AJ1397
 AJ1397.The horizontal coordinates were established by classical geodetic methods
 AJ1397.and adjusted by the National Geodetic Survey in February 1996..
 AJ1397
 AJ1397.The orthometric height was scaled from a topographic map.
 AJ1397
 AJ1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1397
 AJ1397.The geoid height was determined by GEOID03.
 AJ1397
 AJ1397;                    North         East     Units Scale Factor Converg.
 AJ1397;SPC TX S     - 5,199,754.830   233,911.793   MT  0.99992788   -0 18 12.9
 AJ1397;SPC TX S     -17,059,528.97    767,425.61   sFT  0.99992788   -0 18 12.9
 AJ1397;UTM  14      - 3,038,288.525   483,333.702   MT  0.99960343   -0 04 40.1
 AJ1397
 AJ1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1397!SPC TX S     -   0.99997683  x   0.99992788  =   0.99990471
 AJ1397!UTM  14      -   0.99997683  x   0.99960343  =   0.99958027
 AJ1397
 AJ1397:                Primary Azimuth Mark                     Grid Az
 AJ1397:SPC TX S     -  AGUILARES CHURCH SPIRE                   104 38 57.3
 AJ1397:UTM  14      -  AGUILARES CHURCH SPIRE                   104 25 24.5
 AJ1397
 AJ1397|---------------------------------------------------------------------|
 AJ1397| PID    Reference Object                     Distance      Geod. Az  |
 AJ1397|                                                           dddmmss.s |
 AJ1397| AJ1393 AGUILARES CHURCH SPIRE              APPROX. 8.3 KM 1042044.4 |
 AJ1397| AJ1403 GEORGE                              APPROX.19.1 KM 2265539.4 |
 AJ1397|---------------------------------------------------------------------|
 AJ1397
 AJ1397                          SUPERSEDED SURVEY CONTROL
 AJ1397
 AJ1397  NAD 83(1986)-  27 28 04.96038(N)    099 10 07.23923(W) AD(       ) 3
 AJ1397  NAD 27      -  27 28 03.88596(N)    099 10 06.07235(W) AD(       ) 3
 AJ1397
 AJ1397.Superseded values are not recommended for survey control.
 AJ1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1397.See file dsdata.txt to determine how the superseded data were derived.
 AJ1397
 AJ1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR8333438289(NAD 83)
 AJ1397_MARKER: Z = SEE DESCRIPTION
 AJ1397_SETTING: 0 = UNSPECIFIED SETTING
 AJ1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1397
 AJ1397  HISTORY     - Date     Condition        Report By
 AJ1397  HISTORY     - 1920     MONUMENTED       USGS
 AJ1397
 AJ1397                          STATION DESCRIPTION
 AJ1397
 AJ1397'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1397'FROM AGUILARES RAILROAD STATION, GO 6.0 MI. W. STATION IS ON THE
 AJ1397'HIGHEST RIDGE AFTER CROSSING NARROW GAGE RAILROAD.  4.0 MI. W. OF
 AJ1397'AGUILARES AND IS 50 YARDS N. OF RD. ON W. SIDE OF A FIELD ON E. SIDE
 AJ1397'OF RIDGE.
 AJ1397'
 AJ1397'STATION MARK - STANDARD IRON POST SET IN GROUND, PROJECTING 8 IN.
 AJ1397'ABOVE SURFACE.
 AJ1397'
 AJ1397'REFERENCE MARK - 2 IN. IRON PIPE DRIVEN SOLIDLY IN GROUND AT FENCE
 AJ1397'CORNER 20 FT. W. OF GATE, 96.13 FT. FROM STATION, S 00 DEG 36 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2220 ***********************************************************************
 AN2220  DESIGNATION -  COTTON
 AN2220  PID         -  AN2220
 AN2220  STATE/COUNTY-  TX/MATAGORDA
 AN2220  USGS QUAD   -  PALACIOS POINT (1973)
 AN2220
 AN2220                         *CURRENT SURVEY CONTROL
 AN2220  ___________________________________________________________________
 AN2220* NAD 83(1993)-  28 30 30.89987(N)    096 12 38.67050(W)     ADJUSTED  
 AN2220* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2220  ___________________________________________________________________
 AN2220  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AN2220  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AN2220
 AN2220  HORZ ORDER  -  SECOND
 AN2220
 AN2220.The horizontal coordinates were established by classical geodetic methods
 AN2220.and adjusted by the National Geodetic Survey in February 1996..
 AN2220
 AN2220.The orthometric height was scaled from a topographic map.
 AN2220
 AN2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2220
 AN2220.The geoid height was determined by GEOID03.
 AN2220
 AN2220;                    North         East     Units Scale Factor Converg.
 AN2220;SPC TXSC     - 4,078,094.117   873,022.693   MT  0.99996641   +1 21 59.4
 AN2220;SPC TXSC     -13,379,547.12  2,864,241.95   sFT  0.99996641   +1 21 59.4
 AN2220;UTM  14      - 3,156,716.164   773,007.650   MT  1.00051995   +1 19 55.6
 AN2220
 AN2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2220!SPC TXSC     -   1.00000388  x   0.99996641  =   0.99997029
 AN2220!UTM  14      -   1.00000388  x   1.00051995  =   1.00052383
 AN2220
 AN2220|---------------------------------------------------------------------|
 AN2220| PID    Reference Object                     Distance      Geod. Az  |
 AN2220|                                                           dddmmss.s |
 AN2220| AN2225 COTTON 1934 RM 1                     97.072 METERS 17905     |
 AN2220| CV7069 COTTON RM 2                          38.670 METERS 27315     |
 AN2220| AN2243 HALFMOON REEF LIGHTHOUSE            APPROX. 6.4 KM 3165946.9 |
 AN2220|---------------------------------------------------------------------|
 AN2220
 AN2220                          SUPERSEDED SURVEY CONTROL
 AN2220
 AN2220  NAD 83(1986)-  28 30 30.90685(N)    096 12 38.65174(W) AD(       ) 2
 AN2220  NAD 27      -  28 30 29.90900(N)    096 12 37.76100(W) AD(       ) 2
 AN2220
 AN2220.Superseded values are not recommended for survey control.
 AN2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2220.See file dsdata.txt to determine how the superseded data were derived.
 AN2220
 AN2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7300856716(NAD 83)
 AN2220_MARKER: DS = TRIANGULATION STATION DISK
 AN2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2220
 AN2220  HISTORY     - Date     Condition        Report By
 AN2220  HISTORY     - 1934     MONUMENTED       CGS
 AN2220  HISTORY     - 1937     GOOD             TSI
 AN2220  HISTORY     - 1938     GOOD             WESGEO
 AN2220  HISTORY     - 1938     GOOD             CGS
 AN2220  HISTORY     - 1946     GOOD             USE
 AN2220  HISTORY     - 1947     GOOD             CGS
 AN2220  HISTORY     - 1948     GOOD             USE
 AN2220  HISTORY     - 1950     GOOD             CGS
 AN2220  HISTORY     - 1968     MARK NOT FOUND   USE
 AN2220  HISTORY     - 1969     MARK NOT FOUND   CGS
 AN2220  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN2220
 AN2220                          STATION DESCRIPTION
 AN2220
 AN2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2220'STATION IS LOCATED ABOUT 13 MILES S FROM PALACIOS, ON
 AN2220'MATAGORDA PENINSULA, ON A SAND KNOLL PARALLELING THE BAY
 AN2220'SHORE, AND MIDWAY BETWEEN TWO BAYOUS.  THE MOST W BAYOU
 AN2220'IS A SHALLOW SLOUGH NEARLY BARE AT MEAN LOW WATER.  THE
 AN2220'OTHER IS ABOUT 100 METERS WIDE AT THE MOUTH AND IS NAVIGABLE
 AN2220'FOR SOME DISTANCE INTO THE PENINSULA.  STATION IS 10 METERS
 AN2220'S FROM N SIDE OF KNOLL, ABOUT 50 METERS SE FROM S SHORE OF
 AN2220'MATAGORDA BAY, AND ABOUT 1/2 MILE N FROM A CLUMP OF MESQUITE
 AN2220'COVERING ABOUT ONE ACRE.  THIS IS THE ONLY SUCH SHRUBBERY
 AN2220'IN THE IMMEDIATE VICINITY.
 AN2220'
 AN2220'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2220'SET IN CONCRETE.
 AN2220'
 AN2220'THE FOLLOWING MAGNETIC BEARING WAS TAKEN FROM THE STATION--
 AN2220'HALFMOON REEF LIGHT, 314 DEG.
 AN2220'
 AN2220'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AN2220
 AN2220                          STATION RECOVERY (1937)
 AN2220
 AN2220'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2220'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AN2220
 AN2220                          STATION RECOVERY (1938)
 AN2220
 AN2220'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2220'RECOVERED AS DESCRIBED.
 AN2220
 AN2220                          STATION RECOVERY (1938)
 AN2220
 AN2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2220'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 AN2220'GOOD CONDITION.
 AN2220'
 AN2220'STATION IS LOCATED ON THE BAY SIDE OF MATAGORDA PENINSULA
 AN2220'AND ON THE W BANK OF A BAYOU WHICH EXTENDS ALMOST ACROSS
 AN2220'MATAGORDA PENINSULA.  THIS BAYOU IS THE LARGEST ONE OF SEVERAL
 AN2220'IN THIS VICINITY AND IS POSSIBLY WHAT IS REFERRED TO AS COTTON
 AN2220'BAYOU.  STATION IS ABOUT 50 METERS FROM THE BAY SHORE, ABOUT
 AN2220'60 METERS FROM THE BANK OF THE BAYOU, ON A LOW SAND RIDGE
 AN2220'WHICH IS ROUGHLY PARALLEL TO THE BAY SHORE.  THERE IS A
 AN2220'PROMINENT CLUMP OF SALT CEDAR TREES ABOUT 1/2 MILE S OF
 AN2220'THE STATION AND ANOTHER ABOUT 1 MILE E OF STATION.
 AN2220
 AN2220                          STATION RECOVERY (1946)
 AN2220
 AN2220'RECOVERY NOTE BY US ENGINEERS 1946
 AN2220'STATION AND REFERENCE MARKS FOUND TO BE IN GOOD CONDITION.
 AN2220'DESCRIPTION IS ACCURATE.
 AN2220
 AN2220                          STATION RECOVERY (1947)
 AN2220
 AN2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2220'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AN2220'DESCRIPTION ADEQUATE EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 AN2220'
 AN2220'THE STATION IS 40 METERS FROM THE BANK OF THE BAYOU, INSTEAD
 AN2220'OF 60 METERS.
 AN2220
 AN2220                          STATION RECOVERY (1948)
 AN2220
 AN2220'RECOVERY NOTE BY US ENGINEERS 1948 (TLC)
 AN2220'DESCRIPTION STILL IS ACCEPTABLE, EXCEPT THAT REFERENCE MARK
 AN2220'1 SSE OF STATION SEEMS TO BE NEARER THAN THE DESCRIBED
 AN2220'97.08 METERS, IN FACT, IT MIGHT ACTUALLY BE 67.08 METERS,
 AN2220'AS THE DISTANCE AS STEPPED IS NEAR 215 FEET.  NO MEASUREMENT
 AN2220'WAS MADE OTHER THAN A ROUGH STEP, BUT THE DISTANCE APPEARS
 AN2220'MUCH SHORTER THAN THE 318 FEET.  THE REFERENCE MARK IS PLAINLY
 AN2220'VISIBLE ACROSS A TIDAL SLOUGH FROM THE STATION.
 AN2220'
 AN2220'A GUYED FLAG WAS LEFT OVER THE STATION.
 AN2220'
 AN2220'REFERENCE MARK 2 WAS ALSO IN GOOD CONDITION.
 AN2220
 AN2220                          STATION RECOVERY (1950)
 AN2220
 AN2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AN2220'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.  REFERENCE
 AN2220'MARK 1 WAS NOT SEARCHED FOR.
 AN2220'
 AN2220'ORIGINAL DESCRIPTION, AS CORRECTED IN PREVIOUS RECOVERY
 AN2220'NOTES, ADEQUATE.
 AN2220
 AN2220                          STATION RECOVERY (1968)
 AN2220
 AN2220'RECOVERY NOTE BY US ENGINEERS 1968
 AN2220'STATION REPORTED DESTROYED EITHER BY HURRICANE CARLA OR
 AN2220'CONSTRUCTION WORK.
 AN2220
 AN2220                          STATION RECOVERY (1969)
 AN2220
 AN2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2220'A LONG SEARCH WAS MADE FOR THE STATION AND REFERENCE MARK
 AN2220'NO. 2.  THEY WERE NOT FOUND.
 AN2220'
 AN2220'MEASUREMENTS INDICATE THAT EROSION ALONG THE SHORE LINE
 AN2220'HAS DESTROYED THE STATION MARK.
 AN2220'
 AN2220'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.  IT
 AN2220'IS LOCATED ON THE SOUTHWEST SIDE OF THE 2ND BAYOU EAST OF
 AN2220'GREENS BAYOU, 1/2 MILE SOUTH-SOUTHEAST OF EXTREME TIP OF POINT
 AN2220'OF LAND, 100 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 AN2220'BAYOU, 1-1/2 FEET SOUTHWEST OF A STEEL WITNESS POST.  THE
 AN2220'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED COTTON
 AN2220'NO. 1 1934.
 AN2220'
 AN2220'THE ORIGINAL DESCRIPTION WITH THE ACCOMPANYING RECOVERY
 AN2220'NOTES ARE ADEQUATE FOR THE GENERAL LOCATION OF THE STATION.
 AN2220'
 AN2220'NOTE--THIS MARK SHOULD BE USED WITH CAUTION.  PLEASE READ
 AN2220'THE 1948 RECOVERY NOTE BY T.L.C. (U.S.E.).
 AN2220
 AN2220                          STATION RECOVERY (1978)
 AN2220
 AN2220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2220'THE STATION WAS REPORTED DESTROYED IN 1968.  REFERENCE MARK 1
 AN2220'WAS RECOVERED IN GOOD CONDITION.  COTTON 2 WAS ESTABLISHED AT
 AN2220'THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0901 ***********************************************************************
 CU0901  DESIGNATION -  COTTON
 CU0901  PID         -  CU0901
 CU0901  STATE/COUNTY-  TX/FISHER
 CU0901  USGS QUAD   -  ROBY (1969)
 CU0901
 CU0901                         *CURRENT SURVEY CONTROL
 CU0901  ___________________________________________________________________
 CU0901* NAD 83(1993)-  32 42 36.72773(N)    100 26 23.43876(W)     ADJUSTED  
 CU0901* NAVD 88     -       642.     (meters)    2106.     (feet)  SCALED    
 CU0901  ___________________________________________________________________
 CU0901  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 CU0901  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CU0901
 CU0901  HORZ ORDER  -  SECOND
 CU0901
 CU0901.The horizontal coordinates were established by classical geodetic methods
 CU0901.and adjusted by the National Geodetic Survey in February 1996..
 CU0901
 CU0901.The orthometric height was scaled from a topographic map.
 CU0901
 CU0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0901
 CU0901.The geoid height was determined by GEOID03.
 CU0901
 CU0901;                    North         East     Units Scale Factor Converg.
 CU0901;SPC TXNC     - 2,117,396.594   418,155.300   MT  0.99989027   -1 03 28.7
 CU0901;SPC TXNC     - 6,946,825.33  1,371,897.85   sFT  0.99989027   -1 03 28.7
 CU0901;UTM  14      - 3,620,077.089   365,051.817   MT  0.99982456   -0 46 41.5
 CU0901
 CU0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0901!SPC TXNC     -   0.99990355  x   0.99989027  =   0.99979383
 CU0901!UTM  14      -   0.99990355  x   0.99982456  =   0.99972813
 CU0901
 CU0901:                Primary Azimuth Mark                     Grid Az
 CU0901:SPC TXNC     -  ROBY SW BELL TEL CO MAST                 048 32 46.6
 CU0901:UTM  14      -  ROBY SW BELL TEL CO MAST                 048 15 59.4
 CU0901
 CU0901|---------------------------------------------------------------------|
 CU0901| PID    Reference Object                     Distance      Geod. Az  |
 CU0901|                                                           dddmmss.s |
 CU0901| CU0910 ROBY SW BELL TEL CO MAST            APPROX. 7.0 KM 0472917.9 |
 CU0901| CU0899 ROBY MUNICIPAL TANK                 APPROX. 6.8 KM 0510322.5 |
 CU0901| CX7003 COTTON RM 1                           8.370 METERS 07440     |
 CU0901| CX7002 COTTON AZ MK                                       0765739.1 |
 CU0901| CX7004 COTTON RM 2                           8.625 METERS 25848     |
 CU0901|---------------------------------------------------------------------|
 CU0901
 CU0901                          SUPERSEDED SURVEY CONTROL
 CU0901
 CU0901  NAD 83(1986)-  32 42 36.73308(N)    100 26 23.42943(W) AD(       ) 2
 CU0901  NAD 27      -  32 42 36.33796(N)    100 26 22.04196(W) AD(       ) 2
 CU0901
 CU0901.Superseded values are not recommended for survey control.
 CU0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0901.See file dsdata.txt to determine how the superseded data were derived.
 CU0901
 CU0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6505220077(NAD 83)
 CU0901_MARKER: DS = TRIANGULATION STATION DISK
 CU0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0901
 CU0901  HISTORY     - Date     Condition        Report By
 CU0901  HISTORY     - 1968     MONUMENTED       CGS
 CU0901
 CU0901                          STATION DESCRIPTION
 CU0901
 CU0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0901'STATION IS LOCATED AIRLINE ABOUT 5 MILES SOUTHWEST OF ROBY, 10 MILES
 CU0901'SOUTH-SOUTHEAST OF ROTAN AND ABOUT 17 MILES NORTH OF SWEETWATER.
 CU0901'
 CU0901'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180 AND FARM ROAD 419
 CU0901'IN ROBY, GO SOUTH AND WEST ON FARM ROAD 419 FOR 3.2 MILES TO
 CU0901'THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 1.5 MILES TO A SIDE
 CU0901'ROAD RIGHT AND THE STATION 152 FEET WEST.
 CU0901'
 CU0901'STATION MARK, A STANDARD DISK STAMPED COTTON 1968, IS SET
 CU0901'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK
 CU0901'IS 2 FEET SOUTH OF A WITNESS POST, 39 FEET NORTH OF THE CENTER
 CU0901'OF FARM ROAD 419 AND 152 FEET WEST OF THE CENTER OF A DIRT ROAD.
 CU0901'
 CU0901'REFERENCE MARK 1, A STANDARD DISK STAMPED COTTON NO 1 1968,
 CU0901'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE
 CU0901'MARK IS 21.7 FEET EAST OF THE WITNESS POST, 40.3 FEET NORTH OF THE
 CU0901'CENTER OF FARM ROAD 419 AND 1 FOOT SOUTH OF A FENCE.
 CU0901'
 CU0901'REFERENCE MARK 2, A STANDARD DISK STAMPED COTTON NO 2 1968,
 CU0901'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE
 CU0901'MARK IS 28 FEET WEST OF THE WITNESS POST, 39 FEET NORTH OF THE
 CU0901'CENTER OF FARM ROAD 419 AND 1 FOOT SOUTH OF A FENCE.
 CU0901'
 CU0901'AZIMUTH MARK, A STANDARD DISK STAMPED COTTON 1968, IS SET
 CU0901'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 CU0901'MARK IS 1.5 FEET EAST OF A WITNESS POST, 3 FEET NORTH OF A POWER
 CU0901'POLE AND 39 FEET SOUTH OF THE CENTER OF FARM ROAD 419.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3056 ***********************************************************************
 CS3056  DESIGNATION -  COTTON
 CS3056  PID         -  CS3056
 CS3056  STATE/COUNTY-  TX/JOHNSON
 CS3056  USGS QUAD   -  ALVARADO (1978)
 CS3056
 CS3056                         *CURRENT SURVEY CONTROL
 CS3056  ___________________________________________________________________
 CS3056* NAD 83(1993)-  32 22 51.88155(N)    097 09 45.20903(W)     ADJUSTED  
 CS3056* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 CS3056  ___________________________________________________________________
 CS3056  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 CS3056  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CS3056
 CS3056  HORZ ORDER  -  SECOND
 CS3056
 CS3056.The horizontal coordinates were established by classical geodetic methods
 CS3056.and adjusted by the National Geodetic Survey in February 1996..
 CS3056
 CS3056.The orthometric height was scaled from a topographic map.
 CS3056
 CS3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3056
 CS3056.The geoid height was determined by GEOID03.
 CS3056
 CS3056;                    North         East     Units Scale Factor Converg.
 CS3056;SPC TXNC     - 2,080,023.232   725,842.718   MT  0.99994060   +0 43 46.0
 CS3056;SPC TXNC     - 6,824,209.55  2,381,368.98   sFT  0.99994060   +0 43 46.0
 CS3056;UTM  14      - 3,584,161.223   672,847.277   MT  0.99996843   +0 59 03.4
 CS3056
 CS3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3056!SPC TXNC     -   0.99996973  x   0.99994060  =   0.99991033
 CS3056!UTM  14      -   0.99996973  x   0.99996843  =   0.99993816
 CS3056
 CS3056|---------------------------------------------------------------------|
 CS3056| PID    Reference Object                     Distance      Geod. Az  |
 CS3056|                                                           dddmmss.s |
 CS3056| CS3054 COTTON 2                             16.846 METERS 02542     |
 CS3056| CX9327 COTTON RM 1                          31.917 METERS 08030     |
 CS3056| CX9326 COTTON AZ MK                                       0855928.0 |
 CS3056| CS3052 ALVARADO METH CHURCH STEEPLE        APPROX. 5.4 KM 2994317.1 |
 CS3056| CX9328 COTTON RM 2                          30.864 METERS 34504     |
 CS3056|---------------------------------------------------------------------|
 CS3056
 CS3056                          SUPERSEDED SURVEY CONTROL
 CS3056
 CS3056  NAD 83(1986)-  32 22 51.88639(N)    097 09 45.19015(W) AD(       ) 2
 CS3056  NAD 27      -  32 22 51.36900(N)    097 09 44.15300(W) AD(       ) 2
 CS3056
 CS3056.Superseded values are not recommended for survey control.
 CS3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3056.See file dsdata.txt to determine how the superseded data were derived.
 CS3056
 CS3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7284784161(NAD 83)
 CS3056_MARKER: DS = TRIANGULATION STATION DISK
 CS3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3056
 CS3056  HISTORY     - Date     Condition        Report By
 CS3056  HISTORY     - 1948     MONUMENTED       CGS
 CS3056  HISTORY     - 1953     GOOD             CGS
 CS3056  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CS3056  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS3056  HISTORY     - 19990608 MARK NOT FOUND   USPSQD
 CS3056
 CS3056                          STATION DESCRIPTION
 CS3056
 CS3056'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3056'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF ALVARADO
 CS3056'IN A FARMYARD.  IT IS 29 FEET SOUTHWEST OF A FENCE CORNER
 CS3056'AND 24 FEET EAST OF THE SOUTHEAST CORNER OF A MACHINE SHED.
 CS3056'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 CS3056'COTTON 1948.
 CS3056'
 CS3056'REFERENCE MARK NO. 1 IS 104.72 FEET EAST-NORTHEAST OF THE
 CS3056'STATION, 1 FOOT SOUTH OF A BOARD FENCE AND JUST NORTH OF FARM
 CS3056'DRIVE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 CS3056'STAMPED COTTON NO 1 1948.
 CS3056'
 CS3056'REFERENCE MARK NO. 2 IS 101.26 FEET NORTH-NORTHWEST OF THE
 CS3056'STATION AND 1 FOOT NORTH OF A WINDMILL.  THE MARK PROJECTS
 CS3056'ABOUT 1 INCH AND THE DISK IS STAMPED COTTON NO 2 1948.
 CS3056'
 CS3056'THE AZIMUTH MARK IS ABOUT 0.2 MILE EAST OF THE STATION, 98
 CS3056'FEET SOUTH OF THE SOUTHEAST CORNER OF A CHURCH BUILDING, 39
 CS3056'FEET NORTH OF THE APPROXIMATE CENTERLINE OF FARM ROAD, 18 FEET
 CS3056'WEST OF A POWERLINE POLE AND 2.3 FEET NORTHWEST OF A WHITE
 CS3056'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 CS3056'IS STAMPED COTTON 1948.
 CS3056'
 CS3056'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE
 CS3056'IN ALVARADO GO SOUTH 1 BLOCK, TURN LEFT AND GO EAST 0.3 MILE,
 CS3056'JOG SOUTH BEYOND RAILROAD CROSSING AND CONTINUE SOUTH AND
 CS3056'EAST FOR 0.8 MILE TO A T ROAD RIGHT.  TURN RIGHT AND GO 1.35
 CS3056'MILES SOUTH TO FORK, TAKE LEFT FORK AND GO SOUTH AND EAST
 CS3056'FOR 2.1 MILES TO A LEFT TURN IN ROAD JUST PAST A CONCRETE
 CS3056'CULVERT AND A FARM ROAD RIGHT.  TURN RIGHT AND GO WEST FOR
 CS3056'ABOUT 0.1 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 CS3056'CONTINUE WEST FOR ABOUT 0.2 MILE TO STATION ON LEFT AS
 CS3056'DESCRIBED.
 CS3056'
 CS3056'A 100 FOOT SIGNAL AT ORCHARD IS VISIBLE AT 10 FEET.
 CS3056'
 CS3056'AN 87 FOOT SIGNAL AT KEENE IS VISIBLE AT 37 FEET.
 CS3056'
 CS3056'A 100 FOOT SIGNAL AT ALVARADO IS V.G.
 CS3056'
 CS3056'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CS3056
 CS3056                          STATION RECOVERY (1953)
 CS3056
 CS3056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3056'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3056'DESCRIBED.  ALL WITNESS POSTS HAVE ROTTED OUT, AND ARE GONE.
 CS3056
 CS3056                          STATION RECOVERY (1954)
 CS3056
 CS3056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS3056'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CS3056'AS DESCRIBED.
 CS3056'
 CS3056'THE SITE OF THE STATION IS NEAR THE CENTERLINE OF F.M. 1807
 CS3056'HIGHWAY.  THE SURFACE MARK WAS DESTROYED BUT THE UNDERGROUND
 CS3056'MARK WILL PROBABLY REMAIN IN PLACE.  R.M. NO. 1 WAS DESTROYED.
 CS3056'THE AZIMUTH MARK AND R.M. NO. 2 WERE NOT DISTURBED AND WERE
 CS3056'USED AS A REFERENCE MARK AND THE AZIMUTH MARK FOR COTTON 2
 CS3056'1954 WHICH WAS ESTABLISHED IN THE NEAR VICINITY.
 CS3056'
 CS3056'THE STATION SHOULD BE CONSIDERED LOST.
 CS3056
 CS3056                          STATION RECOVERY (1994)
 CS3056
 CS3056'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3056'MARK NOT FOUND.
 CS3056
 CS3056                          STATION RECOVERY (1999)
 CS3056
 CS3056'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1051 ***********************************************************************
 DN1051  DESIGNATION -  COTTON
 DN1051  PID         -  DN1051
 DN1051  STATE/COUNTY-  TX/FANNIN
 DN1051  USGS QUAD   -  DODD CITY (1984)
 DN1051
 DN1051                         *CURRENT SURVEY CONTROL
 DN1051  ___________________________________________________________________
 DN1051* NAD 83(1993)-  33 31 20.99780(N)    096 04 51.67517(W)     ADJUSTED  
 DN1051* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 DN1051  ___________________________________________________________________
 DN1051  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DN1051  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DN1051
 DN1051  HORZ ORDER  -  SECOND
 DN1051
 DN1051.The horizontal coordinates were established by classical geodetic methods
 DN1051.and adjusted by the National Geodetic Survey in February 1996..
 DN1051
 DN1051.The orthometric height was scaled from a topographic map.
 DN1051
 DN1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1051
 DN1051.The geoid height was determined by GEOID03.
 DN1051
 DN1051;                    North         East     Units Scale Factor Converg.
 DN1051;SPC TXNC     - 2,208,382.900   824,678.612   MT  0.99990629   +1 19 09.5
 DN1051;SPC TXNC     - 7,245,336.23  2,705,633.08   sFT  0.99990629   +1 19 09.5
 DN1051;UTM  14      - 3,713,029.566   771,106.398   MT  1.00050624   +1 36 46.9
 DN1051;UTM  15      - 3,713,465.321   213,838.080   MT  1.00060970   -1 42 09.7
 DN1051
 DN1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1051!SPC TXNC     -   0.99997049  x   0.99990629  =   0.99987678
 DN1051!UTM  14      -   0.99997049  x   1.00050624  =   1.00047672
 DN1051!UTM  15      -   0.99997049  x   1.00060970  =   1.00058017
 DN1051
 DN1051:                Primary Azimuth Mark                     Grid Az
 DN1051:SPC TXNC     -  BM                                       022 01 11.5
 DN1051:UTM  14      -  BM                                       021 43 34.1
 DN1051:UTM  15      -  BM                                       025 02 30.7
 DN1051
 DN1051|---------------------------------------------------------------------|
 DN1051| PID    Reference Object                     Distance      Geod. Az  |
 DN1051|                                                           dddmmss.s |
 DN1051| CX9707 BM                                                 0232021.0 |
 DN1051| CX9330 COTTON RM 1                          37.064 METERS 04714     |
 DN1051| DM1413 LADONIA MUNICIPAL TANK              APPROX.16.4 KM 1302722.6 |
 DN1051| DN1091 WOLFE CITY MUNICIPAL TANK           APPROX.16.8 KM 1755422.3 |
 DN1051| DN1090 WOLFE CITY NE TEX OIL MILL TK       APPROX.16.6 KM 1764524.6 |
 DN1051| CX9331 COTTON RM 2                          30.736 METERS 30357     |
 DN1051|---------------------------------------------------------------------|
 DN1051
 DN1051                          SUPERSEDED SURVEY CONTROL
 DN1051
 DN1051  NAD 83(1993)-  33 31 20.99937(N)    096 04 51.67290(W) AD(       ) 2
 DN1051  NAD 83(1986)-  33 31 21.00440(N)    096 04 51.66455(W) AD(       ) 2
 DN1051  NAD 27      -  33 31 20.62500(N)    096 04 50.76540(W) AD(       ) 2
 DN1051
 DN1051.Superseded values are not recommended for survey control.
 DN1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1051.See file dsdata.txt to determine how the superseded data were derived.
 DN1051
 DN1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7110613030(NAD 83)
 DN1051_MARKER: DS = TRIANGULATION STATION DISK
 DN1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1051
 DN1051  HISTORY     - Date     Condition        Report By
 DN1051  HISTORY     - 1955     MONUMENTED       CGS
 DN1051  HISTORY     - 1957     GOOD             CGS
 DN1051  HISTORY     - 1957     GOOD             CGS
 DN1051  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DN1051
 DN1051                          STATION DESCRIPTION
 DN1051
 DN1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1051'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE FRONT
 DN1051'YARD AT THE FARM HOME OF MR. HUBERT HAMMETT.  IT IS ABOUT
 DN1051'8 MILES AIRLINE EAST-SOUTHEAST OF BONHAM, 5 MILES AIRLINE
 DN1051'WEST-SOUTHWEST OF WINDOM, AND 3-1/2 MILES AIRLINE SOUTH
 DN1051'OF DODD CITY.
 DN1051'
 DN1051'TO REACH FROM THE JUNCTION OF FARM ROADS 271 AND 1550 IN
 DN1051'COTTON CENTER, GO EASTERLY ON FARM ROAD 1550 FOR 2.3 MILES
 DN1051'TO A CROSS ROAD JUST BEFORE REACHING A HOUSE ON THE LEFT.
 DN1051'TURN LEFT ON GRADED ROAD AND GO NORTH FOR 1.0 MILE TO A
 DN1051'SIDE ROAD LEFT AND THE STATION ON THE RIGHT.
 DN1051'
 DN1051'THE STATION MARK IS A STANDARD DISK STAMPED COTTON 1955,
 DN1051'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT FLUSH
 DN1051'WITH THE GROUND.  IT IS 36 FEET EAST OF THE CENTER LINE
 DN1051'OF A T-ROAD INTERSECTION, 100.6 FEET EAST OF A STANDARD
 DN1051'WITNESS POST, AND 75 FEET WEST OF THE SOUTHWEST CORNER OF
 DN1051'MR. HAMMETTS HOUSE.
 DN1051'
 DN1051'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COTTON
 DN1051'NO 1 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 DN1051'THAT PROJECTS 3 INCHES.  IT IS 50 FEET NORTH OF THE NORTHWEST
 DN1051'CORNER OF THE HOUSE, AT THE SOUTHEAST CORNER OF A GARDEN
 DN1051'PLOT, AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 DN1051'
 DN1051'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COTTON
 DN1051'NO 2 1955, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 DN1051'THAT PROJECTS 3 INCHES.  IT IS 57 FEET NORTHWEST OF THE
 DN1051'CENTER LINE OF THE T-ROAD INTERSECTION, 1 FOOT EAST OF A
 DN1051'POWER LINE POLE, 1 FOOT NORTHEAST OF THE STANDARD WITNESS
 DN1051'POST, AND ABOUT 2 FEET HIGHER THAN THE STATION.
 DN1051'
 DN1051'THE U.S. GEOLOGICAL SURVEY BENCH MARK WILL SERVE AS THE
 DN1051'AZIMUTH MARK.  IT IS LOCATED IN AN EAST-WEST GRASSY STRIP
 DN1051'THAT CONTAINS A FEW SCATTERED TREES AND SEPARATES TWO CULTIVATED
 DN1051'FIELDS.  THE MARK IS A BRONZE CAP RIVETED TO THE TOP OF A
 DN1051'4-INCH IRON PIPE THAT PROJECTS 10 INCHES.  IT IS 30 FEET
 DN1051'EAST OF THE CENTER LINE OF A GRADED ROAD AND 1 FOOT
 DN1051'SOUTH-SOUTHEAST OF A SMALL TRIANGULAR BLAZED TREE.  TO REACH FROM
 DN1051'THE STATION, GO NORTH ON GRADED ROAD FOR 0.65 MILE TO THE
 DN1051'GRASSY STRIP AND THE AZIMUTH MARK ON THE RIGHT.
 DN1051
 DN1051                          STATION RECOVERY (1957)
 DN1051
 DN1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1051'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 DN1051'2 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 DN1051'IN GOOD CONDITION.
 DN1051'
 DN1051'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 DN1051
 DN1051                          STATION RECOVERY (1957)
 DN1051
 DN1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1051'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1051'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1051'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1051
 DN1051                          STATION RECOVERY (1994)
 DN1051
 DN1051'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1364 ***********************************************************************
 DN1364  DESIGNATION -  COTTON
 DN1364  PID         -  DN1364
 DN1364  STATE/COUNTY-  TX/WISE
 DN1364  USGS QUAD   -  COTTONDALE (1960)
 DN1364
 DN1364                         *CURRENT SURVEY CONTROL
 DN1364  ___________________________________________________________________
 DN1364* NAD 83(1993)-  33 03 57.72383(N)    097 44 46.36772(W)     ADJUSTED  
 DN1364* NAVD 88     -       292.57   (+/-2cm)     959.9    (feet)  VERTCON   
 DN1364  ___________________________________________________________________
 DN1364  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DN1364  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DN1364
 DN1364  HORZ ORDER  -  FIRST
 DN1364  VERT ORDER  -  THIRD ? (See Below)
 DN1364
 DN1364.The horizontal coordinates were established by classical geodetic methods
 DN1364.and adjusted by the National Geodetic Survey in February 1996..
 DN1364
 DN1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1364.The vertical order pertains to the NGVD 29 superseded value.
 DN1364
 DN1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1364
 DN1364.The geoid height was determined by GEOID03.
 DN1364
 DN1364;                    North         East     Units Scale Factor Converg.
 DN1364;SPC TXNC     - 2,155,428.019   670,381.705   MT  0.99987265   +0 24 40.0
 DN1364;SPC TXNC     - 7,071,600.09  2,199,410.64   sFT  0.99987265   +0 24 40.0
 DN1364;UTM  14      - 3,659,306.319   617,040.018   MT  0.99976890   +0 41 02.9
 DN1364
 DN1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1364!SPC TXNC     -   0.99995850  x   0.99987265  =   0.99983115
 DN1364!UTM  14      -   0.99995850  x   0.99976890  =   0.99972741
 DN1364
 DN1364|---------------------------------------------------------------------|
 DN1364| PID    Reference Object                     Distance      Geod. Az  |
 DN1364|                                                           dddmmss.s |
 DN1364| CX9324 COTTON RM 1                          26.060 METERS 04908     |
 DN1364| DN1340 RHOME MUNICIPAL TANK                APPROX.25.6 KM 0930907.2 |
 DN1364| CX9325 COTTON RM 2                          30.785 METERS 16954     |
 DN1364| CX9323 COTTON AZ MK                                       1751102.2 |
 DN1364| DN1366 BRIDGEPORT MUNICIPAL TANK           APPROX.16.4 KM 3583114.9 |
 DN1364|---------------------------------------------------------------------|
 DN1364
 DN1364                          SUPERSEDED SURVEY CONTROL
 DN1364
 DN1364  NAD 83(1993)-  33 03 57.72379(N)    097 44 46.35697(W) AD(       ) 1
 DN1364  NAD 83(1986)-  33 03 57.72727(N)    097 44 46.35286(W) AD(       ) 1
 DN1364  NAD 27      -  33 03 57.29800(N)    097 44 45.24400(W) AD(       ) 1
 DN1364  NGVD 29 (07/19/86)  292.48   (m)          959.6    (f) LEVELING    3  
 DN1364
 DN1364.Superseded values are not recommended for survey control.
 DN1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1364.See file dsdata.txt to determine how the superseded data were derived.
 DN1364
 DN1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1704059306(NAD 83)
 DN1364_MARKER: DS = TRIANGULATION STATION DISK
 DN1364_SETTING: 0 = UNSPECIFIED SETTING
 DN1364
 DN1364  HISTORY     - Date     Condition        Report By
 DN1364  HISTORY     - 1946     MONUMENTED       CGS
 DN1364  HISTORY     - 1950     GOOD             CGS
 DN1364  HISTORY     - 1960     GOOD             CGS
 DN1364  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN1364
 DN1364                          STATION DESCRIPTION
 DN1364
 DN1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 DN1364'STATION IS LOCATED ON A PROMINENT PASTURE HILL COVERED WITH
 DN1364'SCATTERED OAKS, 1/2 MILE N OF THE COTTONDALE-BOONSVILLE
 DN1364'ROAD, ABOUT 3 MILES W OF THE VILLAGE OF COTTONDALE, ABOUT
 DN1364'9 MILES NW OF SPRINGTOWN, AND 10 FEET N OF A WHITE WOODEN
 DN1364'WITNESS POST.
 DN1364'
 DN1364'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 DN1364'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED COTTON
 DN1364'1946 AND PROJECTS 1 INCH.
 DN1364'
 DN1364'REFERENCE MARK 1 IS 83.25 FEET NE OF THE STATION.  IT IS
 DN1364'A BRONZE REFERENCE DISK, STAMPED COTTON NO 1 1946, AND IS
 DN1364'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DN1364'
 DN1364'REFERENCE MARK 2 IS 100.10 FEET SSE OF THE STATION.  IT
 DN1364'IS A BRONZE REFERENCE DISK, STAMPED COTTON NO 2 1946, AND
 DN1364'IS SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DN1364'
 DN1364'AZIMUTH MARK IS 0.5 MILE S OF THE STATION, 24 FEET N OF
 DN1364'THE CENTER LINE OF GRADED ROAD, 19 FEET E OF E GATEPOST,
 DN1364'2 FEET N OF FENCE LINE, AND 4 FEET E OF WHITE WOODEN WITNESS
 DN1364'POST.  IT IS A BRONZE AZIMUTH DISK, STAMPED COTTON 1946,
 DN1364'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DN1364'
 DN1364'TO REACH FROM THE CAUTION LIGHT ON THE PAVED HIGHWAY IN
 DN1364'SPRINGTOWN, GO N AND NW ON THE MAIN TRAVELED ROAD FOR 7.5
 DN1364'MILES TO THE VILLAGE OF COTTONDALE.  TURN LEFT AT COTTONDALE
 DN1364'STORE AND GO W ON THE BOONSVILLE ROAD, PASSING TO THE N
 DN1364'OF THE CEMETERY, FOR 2.5 MILES TO A HOUSE ON THE LEFT AND
 DN1364'A GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE AND FOLLOW
 DN1364'WASHED-OUT ROAD N ACROSS PASTURE FOR 0.5 MILE TO THE HIGHEST
 DN1364'GROUND AND STATION.
 DN1364'
 DN1364'TO REACH AZIMUTH MARK FROM STATION, FOLLOW WASHED-OUT ROAD
 DN1364'0.5 MILE S ACROSS PASTURE TO GATE, AND AZIMUTH MARK TO LEFT
 DN1364'OF GATE.
 DN1364'
 DN1364'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 DN1364
 DN1364                          STATION RECOVERY (1950)
 DN1364
 DN1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DN1364'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DN1364'DESCRIBED.
 DN1364
 DN1364                          STATION RECOVERY (1960)
 DN1364
 DN1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DN1364'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1364'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1364'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1364
 DN1364                          STATION RECOVERY (1997)
 DN1364
 DN1364'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1375 ***********************************************************************
 DN1375  DESIGNATION -  COTTON
 DN1375  PID         -  DN1375
 DN1375  STATE/COUNTY-  TX/MONTAGUE
 DN1375  USGS QUAD   -  BONITA (1968)
 DN1375
 DN1375                         *CURRENT SURVEY CONTROL
 DN1375  ___________________________________________________________________
 DN1375* NAD 83(1993)-  33 52 28.09870(N)    097 34 37.31491(W)     ADJUSTED  
 DN1375* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 DN1375  ___________________________________________________________________
 DN1375  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 DN1375  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DN1375
 DN1375  HORZ ORDER  -  SECOND
 DN1375
 DN1375.The horizontal coordinates were established by classical geodetic methods
 DN1375.and adjusted by the National Geodetic Survey in February 1996..
 DN1375
 DN1375.The orthometric height was scaled from a topographic map.
 DN1375
 DN1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1375
 DN1375.The geoid height was determined by GEOID03.
 DN1375
 DN1375;                    North         East     Units Scale Factor Converg.
 DN1375;SPC TXNC     - 2,245,208.444   685,390.246   MT  0.99997559   +0 30 12.2
 DN1375;SPC TXNC     - 7,366,154.70  2,248,651.17   sFT  0.99997559   +0 30 12.2
 DN1375;UTM  14      - 3,749,148.812   631,606.162   MT  0.99981352   +0 47 35.7
 DN1375
 DN1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1375!SPC TXNC     -   0.99995758  x   0.99997559  =   0.99993317
 DN1375!UTM  14      -   0.99995758  x   0.99981352  =   0.99977111
 DN1375
 DN1375|---------------------------------------------------------------------|
 DN1375| PID    Reference Object                     Distance      Geod. Az  |
 DN1375|                                                           dddmmss.s |
 DN1375| CX9330 COTTON RM 1                           5.852 METERS 12606     |
 DN1375| CX9331 COTTON RM 2                          12.482 METERS 24154     |
 DN1375| CX9329 COTTON AZ MK                                       2855932.5 |
 DN1375|---------------------------------------------------------------------|
 DN1375
 DN1375                          SUPERSEDED SURVEY CONTROL
 DN1375
 DN1375  NAD 83(1993)-  33 52 28.09913(N)    097 34 37.31520(W) AD(       ) 2
 DN1375  NAD 83(1986)-  33 52 28.10282(N)    097 34 37.30385(W) AD(       ) 2
 DN1375  NAD 27      -  33 52 27.73900(N)    097 34 36.21660(W) AD(       ) 2
 DN1375
 DN1375.Superseded values are not recommended for survey control.
 DN1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1375.See file dsdata.txt to determine how the superseded data were derived.
 DN1375
 DN1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3160649149(NAD 83)
 DN1375_MARKER: DS = TRIANGULATION STATION DISK
 DN1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1375
 DN1375  HISTORY     - Date     Condition        Report By
 DN1375  HISTORY     - 1955     MONUMENTED       CGS
 DN1375  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN1375
 DN1375                          STATION DESCRIPTION
 DN1375
 DN1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1375'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF SAINT JO,
 DN1375'ABOUT 10 MILES NORTHEAST OF NOCONA AND ABOUT 2 MILES SOUTH
 DN1375'OF THE RED RIVER ON A PROMINENT WOODED HILL IN PASTURE LAND
 DN1375'OWNED BY MR. FRED WINE OF WICHITA FALLS, TEXAS.  THE STATION
 DN1375'MARK IS 11 FEET EAST NORTHEAST OF AN OAK TREE WITH A TRIANGLE
 DN1375'BLAZE, 10 FEET WEST NORTHWEST OF A CAIRN AND 5 FEET EAST
 DN1375'OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED COTTON
 DN1375'1955.
 DN1375'
 DN1375'REFERENCE MARK NO. 1 IS 11 FEET SOUTH SOUTHEAST OF A CAIRN
 DN1375'AND 1 FOOT NORTHWEST OF A CAIRN.  IT IS THE SAME ELEVATION
 DN1375'AS THE STATION AND IS STAMPED COTTON NO 1 1955.
 DN1375'
 DN1375'REFERENCE MARK NO. 2 IS 30 FEET SOUTHWEST OF THE BLAZED
 DN1375'TREE AND 1 FOOT NORTHEAST OF A CAIRN.  IT IS 1 FOOT BELOW
 DN1375'STATION ELEVATION AND IS STAMPED COTTON NO 2 1955.
 DN1375'
 DN1375'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 52.24 FEET.
 DN1375'
 DN1375'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF A GRAVELED
 DN1375'ROAD, 2 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF A
 DN1375'NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 DN1375'COTTON 1955.
 DN1375'
 DN1375'TO REACH THE STATION FROM THE POST OFFICE IN SAINT JO GO NORTHWEST
 DN1375'ON U.S. HIGHWAY 82 FOR 5.75 MILES TO THE JUNCTION WITH FARM
 DN1375'ROAD 1815, TURN RIGHT ON FARM ROAD 1815 AND FOLLOW IT NORTH
 DN1375'FOR 1.5 MILES TO THE END OF THE MACADAM AT THE NORTHEAST
 DN1375'EDGE OF THE SETTLEMENT OF BONITA.  CONTINUE NORTH ON THE GRAVELED
 DN1375'ROAD FOR 2.9 MILES TO A T ROAD JUNCTION, TURN RIGHT, EAST, FOR
 DN1375'0.1 MILE TO A T ROAD LEFT, TURN LEFT AND CONTINUE NORTH ON THE
 DN1375'GRAVELED ROAD FOR 4.95 MILES TO THE AZIMUTH MARK ON THE
 DN1375'RIGHT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO A
 DN1375'WIRE GATE ON THE RIGHT.  (THIS IS JUST BEFORE REACHING THE
 DN1375'MAIL BOX OF MR. PHIL HOWARD ON THE WEST SIDE OF THE
 DN1375'ROAD.) PASS THRU WIRE GATE AND FOLLOW TRACK ROAD
 DN1375'SOUTHEAST AND EAST FOR 0.6 MILE TO AN EARTH RESERVOIR ON
 DN1375'THE RIGHT, CONTINUE EAST ON THE TRACK ROAD FOR 0.15 MILE TO A
 DN1375'FIRE BRAKE, TURN RIGHT UP GRADE FOR 0.1 MILE TO THE
 DN1375'STATION AND REFERENCE MARKS AS DESCRIBED.
 DN1375
 DN1375                          STATION RECOVERY (1995)
 DN1375
 DN1375'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2225 ***********************************************************************
 AN2225  DESIGNATION -  COTTON 1934 RM 1
 AN2225  PID         -  AN2225
 AN2225  STATE/COUNTY-  TX/MATAGORDA
 AN2225  USGS QUAD   -  PALACIOS POINT (1973)
 AN2225
 AN2225                         *CURRENT SURVEY CONTROL
 AN2225  ___________________________________________________________________
 AN2225* NAD 83(1993)-  28 30 27.74709(N)    096 12 38.61367(W)     ADJUSTED  
 AN2225* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2225  ___________________________________________________________________
 AN2225  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AN2225  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AN2225
 AN2225  HORZ ORDER  -  SECOND
 AN2225
 AN2225.The horizontal coordinates were established by classical geodetic methods
 AN2225.and adjusted by the National Geodetic Survey in February 1996..
 AN2225
 AN2225.The orthometric height was scaled from a topographic map.
 AN2225
 AN2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2225
 AN2225.The geoid height was determined by GEOID03.
 AN2225
 AN2225;                    North         East     Units Scale Factor Converg.
 AN2225;SPC TXSC     - 4,077,997.125   873,026.553   MT  0.99996662   +1 21 59.4
 AN2225;SPC TXSC     -13,379,228.90  2,864,254.62   sFT  0.99996662   +1 21 59.4
 AN2225;UTM  14      - 3,156,619.116   773,011.454   MT  1.00051997   +1 19 55.5
 AN2225
 AN2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2225!SPC TXSC     -   1.00000388  x   0.99996662  =   0.99997050
 AN2225!UTM  14      -   1.00000388  x   1.00051997  =   1.00052385
 AN2225
 AN2225                          SUPERSEDED SURVEY CONTROL
 AN2225
 AN2225  NAD 83(1986)-  28 30 27.75407(N)    096 12 38.59492(W) AD(       ) 2
 AN2225
 AN2225.Superseded values are not recommended for survey control.
 AN2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2225.See file dsdata.txt to determine how the superseded data were derived.
 AN2225
 AN2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7301156619(NAD 83)
 AN2225_MARKER: DR = REFERENCE MARK DISK
 AN2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2225
 AN2225  HISTORY     - Date     Condition        Report By
 AN2225  HISTORY     - 1934     MONUMENTED       CGS
 AN2225  HISTORY     - 1938     GOOD             CGS
 AN2225  HISTORY     - 1969     GOOD             CGS
 AN2225  HISTORY     - 1978     GOOD             NGS
 AN2225
 AN2225                          STATION DESCRIPTION
 AN2225
 AN2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2225'STATION IS LOCATED ABOUT 13 MILES S FROM PALACIOS, ON
 AN2225'MATAGORDA PENINSULA, ON A SAND KNOLL PARALLELING THE BAY
 AN2225'SHORE, AND MIDWAY BETWEEN TWO BAYOUS.  THE MOST W BAYOU
 AN2225'IS A SHALLOW SLOUGH NEARLY BARE AT MEAN LOW WATER.  THE
 AN2225'OTHER IS ABOUT 100 METERS WIDE AT THE MOUTH AND IS NAVIGABLE
 AN2225'FOR SOME DISTANCE INTO THE PENINSULA.  STATION IS 10 METERS
 AN2225'S FROM N SIDE OF KNOLL, ABOUT 50 METERS SE FROM S SHORE OF
 AN2225'MATAGORDA BAY, AND ABOUT 1/2 MILE N FROM A CLUMP OF MESQUITE
 AN2225'COVERING ABOUT ONE ACRE.  THIS IS THE ONLY SUCH SHRUBBERY
 AN2225'IN THE IMMEDIATE VICINITY.
 AN2225'
 AN2225'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2225'SET IN CONCRETE.
 AN2225
 AN2225                          STATION RECOVERY (1938)
 AN2225
 AN2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2225'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN
 AN2225'GOOD CONDITION.
 AN2225'
 AN2225'STATION IS LOCATED ON THE BAY SIDE OF MATAGORDA PENINSULA
 AN2225'AND ON THE W BANK OF A BAYOU WHICH EXTENDS ALMOST ACROSS
 AN2225'MATAGORDA PENINSULA.  THIS BAYOU IS THE LARGEST ONE OF SEVERAL
 AN2225'IN THIS VICINITY AND IS POSSIBLY WHAT IS REFERRED TO AS COTTON
 AN2225'BAYOU.  STATION IS ABOUT 50 METERS FROM THE BAY SHORE, ABOUT
 AN2225'60 METERS FROM THE BANK OF THE BAYOU, ON A LOW SAND RIDGE
 AN2225'WHICH IS ROUGHLY PARALLEL TO THE BAY SHORE.  THERE IS A
 AN2225'PROMINENT CLUMP OF SALT CEDAR TREES ABOUT 1/2 MILE S OF
 AN2225'THE STATION AND ANOTHER ABOUT 1 MILE E OF STATION.
 AN2225
 AN2225                          STATION RECOVERY (1969)
 AN2225
 AN2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2225'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.  IT
 AN2225'IS LOCATED ON THE SOUTHWEST SIDE OF THE 2ND BAYOU EAST OF
 AN2225'GREENS BAYOU, 1/2 MILE SOUTH-SOUTHEAST OF EXTREME TIP OF POINT
 AN2225'OF LAND, 100 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 AN2225'BAYOU, 1-1/2 FEET SOUTHWEST OF A STEEL WITNESS POST.  THE
 AN2225'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED COTTON
 AN2225'NO. 1 1934.
 AN2225'
 AN2225'THE ORIGINAL DESCRIPTION WITH THE ACCOMPANYING RECOVERY
 AN2225'NOTES ARE ADEQUATE FOR THE GENERAL LOCATION OF THE STATION.
 AN2225'
 AN2225'NOTE--THIS MARK SHOULD BE USED WITH CAUTION.  PLEASE READ
 AN2225'THE 1948 RECOVERY NOTE BY T.L.C. (U.S.E.).
 AN2225
 AN2225                          STATION RECOVERY (1978)
 AN2225
 AN2225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2225'THE STATION WAS REPORTED DESTROYED IN 1968.  REFERENCE MARK 1
 AN2225'WAS RECOVERED IN GOOD CONDITION.  COTTON 2 WAS ESTABLISHED AT
 AN2225'THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2222 ***********************************************************************
 AN2222  DESIGNATION -  COTTON 2
 AN2222  PID         -  AN2222
 AN2222  STATE/COUNTY-  TX/MATAGORDA
 AN2222  USGS QUAD   -  PALACIOS POINT (1973)
 AN2222
 AN2222                         *CURRENT SURVEY CONTROL
 AN2222  ___________________________________________________________________
 AN2222* NAD 83(1993)-  28 30 28.31661(N)    096 12 38.56949(W)     ADJUSTED  
 AN2222* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 AN2222  ___________________________________________________________________
 AN2222  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AN2222  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AN2222
 AN2222  HORZ ORDER  -  SECOND
 AN2222
 AN2222.The horizontal coordinates were established by classical geodetic methods
 AN2222.and adjusted by the National Geodetic Survey in February 1996..
 AN2222
 AN2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2222
 AN2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2222
 AN2222.The geoid height was determined by GEOID03.
 AN2222
 AN2222;                    North         East     Units Scale Factor Converg.
 AN2222;SPC TXSC     - 4,078,014.681   873,027.336   MT  0.99996658   +1 21 59.4
 AN2222;SPC TXSC     -13,379,286.50  2,864,257.18   sFT  0.99996658   +1 21 59.4
 AN2222;UTM  14      - 3,156,636.682   773,012.248   MT  1.00051998   +1 19 55.5
 AN2222
 AN2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2222!SPC TXSC     -   1.00000366  x   0.99996658  =   0.99997024
 AN2222!UTM  14      -   1.00000366  x   1.00051998  =   1.00052364
 AN2222
 AN2222|---------------------------------------------------------------------|
 AN2222| PID    Reference Object                     Distance      Geod. Az  |
 AN2222|                                                           dddmmss.s |
 AN2222| CV7070 COTTON 2 RM 3                        25.038 METERS 07952     |
 AN2222| AN2258 COTTON 2 AZ MK                      APPROX. 1.1 KM 1410914.0 |
 AN2222| AN2225 COTTON 1934 RM 1                     17.574 METERS 18355     |
 AN2222|---------------------------------------------------------------------|
 AN2222
 AN2222                          SUPERSEDED SURVEY CONTROL
 AN2222
 AN2222  NAD 83(1986)-  28 30 28.32357(N)    096 12 38.55075(W) AD(       ) 2
 AN2222  NAD 27      -  28 30 27.32672(N)    096 12 37.66247(W) AD(       ) 2
 AN2222  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 AN2222
 AN2222.Superseded values are not recommended for survey control.
 AN2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2222.See file dsdata.txt to determine how the superseded data were derived.
 AN2222
 AN2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7301256637(NAD 83)
 AN2222_MARKER: DS = TRIANGULATION STATION DISK
 AN2222_SETTING: 0 = UNSPECIFIED SETTING
 AN2222_MAGNETIC: P = MARKER IS A STEEL PIPE
 AN2222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2222
 AN2222  HISTORY     - Date     Condition        Report By
 AN2222  HISTORY     - 1978     MONUMENTED       NGS
 AN2222
 AN2222                          STATION DESCRIPTION
 AN2222
 AN2222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2222'THE STATION IS LOCATED ABOUT 21 MILES SOUTHWEST OF MATAGORDA,
 AN2222'15-1/2 MILES SOUTH OF PALACIOS, 14 MILES EAST-NORTHEAST OF
 AN2222'PORT O CONNOR, NEAR THE APPROXIMATE CENTER OF MATAGORDA
 AN2222'PENINSULA ON THE BAY SIDE, AND ON PROPERTY OF JUDGE BERT
 AN2222'HUEBNER, P.O. BOX 549, BAY CITY, TEXAS 77414.
 AN2222'
 AN2222'TO REACH THE STATION FROM THE NORTHEAST END OF THE PENINSULA,
 AN2222'WHICH IS ABOUT 7-1/2 MILES SOUTH OF MATAGORDA, GO
 AN2222'SOUTHWESTERLY ALONG THE BEACH FOR 11.3 MILES TO A GATE.  PASS
 AN2222'THROUGH GATE AND CONTINUE SOUTHWESTERLY ON THE BEACH FOR 4.8
 AN2222'MILES TO THE AZIMUTH MARK ON THE RIGHT, IN A LINE BETWEEN THE
 AN2222'BEACH AND THE GRASS.  TURN RIGHT AND PICK WAY NORTHWESTERLY
 AN2222'FOR 0.8 MILE TO THE STATION NEAR THE NORTHWEST EDGE OF THE
 AN2222'PENINSULA.
 AN2222'
 AN2222'THE STATION IS A STANDARD NGS DISK
 AN2222'STAMPED---COTTON 2 1978---,
 AN2222'WELDED TO THE TOP OF 1-1/2-INCH GALVANIZED PIPE THAT PROJECTS
 AN2222'3 INCHES ABOVE THE GROUND.  IT IS
 AN2222'53 FEET SOUTH-SOUTHEAST FROM THE HIGH WATER LINE AND
 AN2222'3.9 FEET SOUTHEAST FROM A 4 BY 4-INCH WOODEN WITNESS POST
 AN2222'WITH SIGN ATTACHED.
 AN2222'
 AN2222'REFERENCE MARK 1 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AN2222'STAMPED---COTTON NO 1 1934---,
 AN2222'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AN2222'SIDE PROJECTING 1 INCH ABOVE THE GROUND.  IT IS
 AN2222'110 FEET SOUTH-SOUTHEAST FROM THE HIGH WATER LINE AND
 AN2222'58 FEET SOUTH-SOUTHEAST FROM THE WOODEN WITNESS POST NEAR THE
 AN2222'STATION.
 AN2222'
 AN2222'REFERENCE MARK 3 IS A STANDARD NGS DISK
 AN2222'STAMPED---COTTON 2 NO 3 1978---,
 AN2222'WELDED TO THE TOP OF 1-1/2-INCH GALVANIZED PIPE THAT PROJECTS
 AN2222'3 INCHES ABOVE THE GROUND.  IT IS
 AN2222'7 FEET SOUTH-SOUTHWEST FROM THE HIGH WATER LINE AND
 AN2222'1.0 FOOT SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 AN2222'
 AN2222'AZIMUTH MARK IS A STANDARD NGS DISK
 AN2222'STAMPED---COTTON 2 1978---,
 AN2222'WELDED TO THE TOP OF A 1-1/2-INCH GALVANIZED PIPE THAT PROJECTS
 AN2222'5 INCHES ABOVE THE GROUND.  IT IS
 AN2222'11 FEET NORTH-NORTHWEST FROM THE LINE SEPERATING THE BEACH AND
 AN2222'THE GRASS AND 2.0 FEET EAST FROM A 4 BY 4-INCH WOODEN WITNESS
 AN2222'POST.
 AN2222'
 AN2222'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3054 ***********************************************************************
 CS3054  DESIGNATION -  COTTON 2
 CS3054  PID         -  CS3054
 CS3054  STATE/COUNTY-  TX/JOHNSON
 CS3054  USGS QUAD   -  ALVARADO (1978)
 CS3054
 CS3054                         *CURRENT SURVEY CONTROL
 CS3054  ___________________________________________________________________
 CS3054* NAD 83(1993)-  32 22 52.37433(N)    097 09 44.92955(W)     ADJUSTED  
 CS3054* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 CS3054  ___________________________________________________________________
 CS3054  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 CS3054  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CS3054
 CS3054  HORZ ORDER  -  THIRD
 CS3054
 CS3054.The horizontal coordinates were established by classical geodetic methods
 CS3054.and adjusted by the National Geodetic Survey in February 1996..
 CS3054.No horizontal observational check was made to the station.
 CS3054
 CS3054.The orthometric height was scaled from a topographic map.
 CS3054
 CS3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3054
 CS3054.The geoid height was determined by GEOID03.
 CS3054
 CS3054;                    North         East     Units Scale Factor Converg.
 CS3054;SPC TXNC     - 2,080,038.502   725,849.829   MT  0.99994057   +0 43 46.1
 CS3054;SPC TXNC     - 6,824,259.65  2,381,392.31   sFT  0.99994057   +0 43 46.1
 CS3054;UTM  14      - 3,584,176.525   672,854.320   MT  0.99996846   +0 59 03.6
 CS3054
 CS3054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3054!SPC TXNC     -   0.99996973  x   0.99994057  =   0.99991030
 CS3054!UTM  14      -   0.99996973  x   0.99996846  =   0.99993819
 CS3054
 CS3054:                Primary Azimuth Mark                     Grid Az
 CS3054:SPC TXNC     -  COTTON AZ MK                             088 55 25.4
 CS3054:UTM  14      -  COTTON AZ MK                             088 40 07.9
 CS3054
 CS3054|---------------------------------------------------------------------|
 CS3054| PID    Reference Object                     Distance      Geod. Az  |
 CS3054|                                                           dddmmss.s |
 CS3054| CX9326 COTTON AZ MK                                       0893911.5 |
 CS3054| CX9332 COTTON 2 RM 1                        27.082 METERS 08956     |
 CS3054| CS3056 COTTON                               16.846 METERS 20542     |
 CS3054| CX9328 COTTON RM 2                          21.125 METERS 31349     |
 CS3054|---------------------------------------------------------------------|
 CS3054
 CS3054                          SUPERSEDED SURVEY CONTROL
 CS3054
 CS3054  NAD 83(1986)-  32 22 52.37917(N)    097 09 44.91066(W) AD(       ) 3
 CS3054  NAD 27      -  32 22 51.86200(N)    097 09 43.87300(W) AD(       ) 3
 CS3054
 CS3054.Superseded values are not recommended for survey control.
 CS3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3054.See file dsdata.txt to determine how the superseded data were derived.
 CS3054
 CS3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7285484177(NAD 83)
 CS3054_MARKER: DS = TRIANGULATION STATION DISK
 CS3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3054
 CS3054  HISTORY     - Date     Condition        Report By
 CS3054  HISTORY     - 1954     MONUMENTED       CGS
 CS3054  HISTORY     - 1961     GOOD             AMS
 CS3054  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS3054  HISTORY     - 19990608 MARK NOT FOUND   USPSQD
 CS3054
 CS3054                          STATION DESCRIPTION
 CS3054
 CS3054'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS3054'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF ALVARADO IN
 CS3054'A FARMYARD, ABOUT 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CS3054'THE FARM HOUSE, ABOUT 4 FEET WEST OF THE FENCE AROUND THE HOUSE
 CS3054'AND ABOUT 6 FEET NORTH OF A SMALL HACKBERRY TREE.  IT IS
 CS3054'A STANDARD DISK STAMPED COTTON 2 1954 IN A CONCRETE MONUMENT
 CS3054'WHICH PROJECTS ABOUT 2 INCHES.
 CS3054'
 CS3054'REFERENCE NO. 1, IS A STANDARD DISK STAMPED COTTON 2 1954,
 CS3054'NO 1, SET IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES,
 CS3054'ABOUT 35 FEET SOUTH EAST OF THE SOUTH EAST CORNER OF THE HOUSE
 CS3054'AND 1 FOOT EAST OF THE EAST FENCE OF THE HOUSE.
 CS3054'
 CS3054'REFERENCE NO. 2 IS A STANDARD DISK STAMPED COTTON 1948 NO 2,
 CS3054'SET IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES, ABOUT
 CS3054'3 FEET EAST, SOUTHEAST OF THE WELL, 1 FOOT NORTHEAST OF THE
 CS3054'SOUTHEAST LEG OF THE WINDMILL AND ABOUT DUE WEST OF THE
 CS3054'NORTH SIDE OF THE HOUSE.
 CS3054'
 CS3054'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COTTON 1948 AND
 CS3054'SET IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 0.2
 CS3054'MILE EAST OF THE STATION, 98 FEET SOUTH OF THE SOUTHEAST
 CS3054'CORNER OF A CHURCH BUILDING, AT THE BASE OF TWO GUY LINES
 CS3054'AND IN THE POWER POLE LINE, 27 FEET SOUTH OF A LARGE LONE TREE.
 CS3054'
 CS3054'TO REACH FROM THE SQUARE AT ALVARADO.  GO EAST ON THE STREET
 CS3054'NORTH OF THE SQUARE 1 BLOCK.  THEN TURN RIGHT AND GO SOUTH
 CS3054'ON THE F.M. HIGHWAYS 00.2 MILE.  THEN TURN LEFT AND FOLLOW
 CS3054'F.M. 1807 EAST AND SOUTH 02.1 MILES TO THE END OF THE BLACKTOP
 CS3054'ROAD IN 1954.  NEW CONSTRUCTION OF THE HIGHWAY WILL CONTINUE
 CS3054'ABOUT 02.0 MILES TO THE TOP OF THE LOW GRADE AND THE STATION
 CS3054'ON THE LEFT AT THE FARMYARD.
 CS3054
 CS3054                          STATION RECOVERY (1961)
 CS3054
 CS3054'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 CS3054'STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE RECOVERED IN
 CS3054'GOOD CONDITION AS DESCRIBED.
 CS3054
 CS3054                          STATION RECOVERY (1994)
 CS3054
 CS3054'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3054'MARK NOT FOUND.
 CS3054
 CS3054                          STATION RECOVERY (1999)
 CS3054
 CS3054'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2258 ***********************************************************************
 AN2258  DESIGNATION -  COTTON 2 AZ MK
 AN2258  PID         -  AN2258
 AN2258  STATE/COUNTY-  TX/MATAGORDA
 AN2258  USGS QUAD   -  SOUTH OF PALACIOS POINT (1973)
 AN2258
 AN2258                         *CURRENT SURVEY CONTROL
 AN2258  ___________________________________________________________________
 AN2258* NAD 83(1993)-  28 29 59.67483(N)    096 12 12.45876(W)     ADJUSTED  
 AN2258* NAVD 88     -         4.8    (meters)      16.     (feet)  VERTCON   
 AN2258  ___________________________________________________________________
 AN2258  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AN2258  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN2258
 AN2258  HORZ ORDER  -  SECOND
 AN2258
 AN2258.The horizontal coordinates were established by classical geodetic methods
 AN2258.and adjusted by the National Geodetic Survey in February 1996..
 AN2258
 AN2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2258
 AN2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2258
 AN2258.The geoid height was determined by GEOID03.
 AN2258
 AN2258;                    North         East     Units Scale Factor Converg.
 AN2258;SPC TXSC     - 4,077,150.166   873,758.235   MT  0.99996858   +1 22 12.2
 AN2258;SPC TXSC     -13,376,450.17  2,866,655.14   sFT  0.99996858   +1 22 12.2
 AN2258;UTM  14      - 3,155,771.245   773,743.030   MT  1.00052491   +1 20 06.8
 AN2258
 AN2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2258!SPC TXSC     -   1.00000342  x   0.99996858  =   0.99997200
 AN2258!UTM  14      -   1.00000342  x   1.00052491  =   1.00052833
 AN2258
 AN2258                          SUPERSEDED SURVEY CONTROL
 AN2258
 AN2258  NAD 83(1986)-  28 29 59.68178(N)    096 12 12.44003(W) AD(       ) 2
 AN2258  NAD 27      -  28 29 58.68405(N)    096 12 11.55230(W) AD(       ) 2
 AN2258  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 AN2258
 AN2258.Superseded values are not recommended for survey control.
 AN2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2258.See file dsdata.txt to determine how the superseded data were derived.
 AN2258
 AN2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7374355771(NAD 83)
 AN2258_MARKER: DZ = AZIMUTH MARK DISK
 AN2258_SETTING: 0 = UNSPECIFIED SETTING
 AN2258_MAGNETIC: P = MARKER IS A STEEL PIPE
 AN2258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2258
 AN2258  HISTORY     - Date     Condition        Report By
 AN2258  HISTORY     - 1978     MONUMENTED       NGS
 AN2258
 AN2258                          STATION DESCRIPTION
 AN2258
 AN2258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AN2258'THE STATION IS LOCATED ABOUT 21 MILES SOUTHWEST OF MATAGORDA,
 AN2258'15-1/2 MILES SOUTH OF PALACIOS, 14 MILES EAST-NORTHEAST OF
 AN2258'PORT O CONNOR, NEAR THE APPROXIMATE CENTER OF MATAGORDA
 AN2258'PENINSULA ON THE GULF SIDE OF THE PENINSULA, AND ON PROPERTY
 AN2258'OF JUDGE BERT HUEBNER, P.O. BOX 549, BAY CITY, TEXAS 77414.
 AN2258'
 AN2258'TO REACH FROM THE NORTHEAST END OF THE PENINSULA, WHICH IS
 AN2258'ABOUT 7-1/2 MILES SOUTH OF MATAGORDA, GO SOUTHWESTERLY ALONG
 AN2258'THE BEACH FOR 11.3 MILES TO A GATE.  PASS THROUGH GATE AND
 AN2258'COGTMNUTE SOUTHWESTERLY FOR 4.8 MILES TO THE STATION ON THE
 AN2258'RIGHT.
 AN2258'
 AN2258'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AN2258'STAMPED---COTTON 2 1978---,
 AN2258'WELDED TO THE TOP OF A 1-1/2-INCH GALVANIZED PIPE THAT PROJECTS
 AN2258'5 INCHES ABOVE THE GROUND.  IT IS
 AN2258'11 FEET NORTH-NORTHWEST FROM THE NORTH EDGE OF THE BEACH AND
 AN2258'2.0 FEET EAST FROM A 4 BY 4-INCH WOODEN WITNESS POST.
 AN2258'
 AN2258'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0748 ***********************************************************************
 BN0748  DESIGNATION -  COTTONWOOD
 BN0748  PID         -  BN0748
 BN0748  STATE/COUNTY-  TX/GILLESPIE
 BN0748  USGS QUAD   -  NOTT BRANCH (1982)
 BN0748
 BN0748                         *CURRENT SURVEY CONTROL
 BN0748  ___________________________________________________________________
 BN0748* NAD 83(1993)-  30 09 39.63344(N)    099 08 11.04754(W)     ADJUSTED  
 BN0748* NAVD 88     -       647.     (meters)    2123.     (feet)  SCALED    
 BN0748  ___________________________________________________________________
 BN0748  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BN0748  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BN0748
 BN0748  HORZ ORDER  -  FIRST
 BN0748
 BN0748.The horizontal coordinates were established by classical geodetic methods
 BN0748.and adjusted by the National Geodetic Survey in February 1996..
 BN0748
 BN0748.The orthometric height was scaled from a topographic map.
 BN0748
 BN0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0748
 BN0748.The geoid height was determined by GEOID03.
 BN0748
 BN0748;                    North         East     Units Scale Factor Converg.
 BN0748;SPC TX C     - 3,055,422.136   815,297.003   MT  0.99998846   +0 36 59.4
 BN0748;SPC TX C     -10,024,330.79  2,674,853.58   sFT  0.99998846   +0 36 59.4
 BN0748;SPC TXSC     - 4,257,984.251   586,860.804   MT  0.99996695   -0 04 00.6
 BN0748;SPC TXSC     -13,969,736.66  1,925,392.49   sFT  0.99996695   -0 04 00.6
 BN0748;UTM  14      - 3,336,634.560   486,865.616   MT  0.99960213   -0 04 06.7
 BN0748
 BN0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0748!SPC TX C     -   0.99990183  x   0.99998846  =   0.99989029
 BN0748!SPC TXSC     -   0.99990183  x   0.99996695  =   0.99986878
 BN0748!UTM  14      -   0.99990183  x   0.99960213  =   0.99950400
 BN0748
 BN0748|---------------------------------------------------------------------|
 BN0748| PID    Reference Object                     Distance      Geod. Az  |
 BN0748|                                                           dddmmss.s |
 BN0748| CV4634 COTTONWOOD AZ MK 2                                 09439     |
 BN0748| CV4633 COTTONWOOD AZ MK                                   1154816.7 |
 BN0748| CV4635 COTTONWOOD RM 1                      27.621 METERS 23552     |
 BN0748| BN0755 HARPER CATH CH GREEN STEEPLE        APPROX.19.4 KM 3234559.8 |
 BN0748| CV4636 COTTONWOOD RM 2                      27.200 METERS 34905     |
 BN0748| BN0737 MANER                               APPROX.18.1 KM 3583306.2 |
 BN0748|---------------------------------------------------------------------|
 BN0748
 BN0748                          SUPERSEDED SURVEY CONTROL
 BN0748
 BN0748  NAD 83(1986)-  30 09 39.64169(N)    099 08 11.03461(W) AD(       ) 1
 BN0748  NAD 27      -  30 09 38.89800(N)    099 08 09.87600(W) AD(       ) 1
 BN0748
 BN0748.Superseded values are not recommended for survey control.
 BN0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0748.See file dsdata.txt to determine how the superseded data were derived.
 BN0748
 BN0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU8686636635(NAD 83)
 BN0748_MARKER: DS = TRIANGULATION STATION DISK
 BN0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0748_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0748
 BN0748  HISTORY     - Date     Condition        Report By
 BN0748  HISTORY     - 1935     MONUMENTED       CGS
 BN0748  HISTORY     - 1937     GOOD             TXHD
 BN0748  HISTORY     - 1956     GOOD             CGS
 BN0748  HISTORY     - 19930812 MARK NOT FOUND   USPSQD
 BN0748  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 BN0748
 BN0748                          STATION DESCRIPTION
 BN0748
 BN0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0748'STATION IS LOCATED ON THE DIVIDE BETWEEN THE GUADALUPE
 BN0748'AND PEDERNALES RIVERS, AT THE HEAD DRAWS OF WHITE OAK AND
 BN0748'COTTONWOOD CREEKS, ON THE OLD COTTONWOOD RANCH, NOW OWNED BY
 BN0748'MR. H.W. BRAEUTIGAM AND LEASED BY MR. WILLIE EDWARDS, AND
 BN0748'IN THE VICINITY OF MR. EDWARDS HOME.  THE POINT IS ABOUT
 BN0748'9.0 MILES A LITTLE W OF N OF KERRVILLE, AND ABOUT 12.5 MILES
 BN0748'E OF MOUNTAIN HOME.  MARK IS SET 60 FEET N OF EW FENCE LINE
 BN0748'IN FRONT OF MR. EDWARDS HOME.
 BN0748'
 BN0748'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BN0748'DISKS SET IN CONCRETE.
 BN0748'
 BN0748'REFERENCE MARK NO. 1 IS SET IN EW FENCE IN FRONT OF MR. EDWARDS
 BN0748'HOME AT CORNER OF SHED.
 BN0748'
 BN0748'REFERENCE MARK NO. 2 IS 35 FEET E OF ROAD LEADING TO MR. EDWARDS
 BN0748'HOME.
 BN0748'
 BN0748'AZIMUTH MARK IS REACHED FROM STATION BY GOING S BETWEEN
 BN0748'WINDMILL AND YARD FENCE OF MR. EDWARDS HOME, FOR 250 FEET
 BN0748'TO ROAD, TURN LEFT GO 0.05 MILE, TURN RIGHT AND FOLLOW WINDING
 BN0748'ROAD 0.55 MILE TO WOODEN GATE.  PASS THRU GATE AND TURN
 BN0748'LEFT AND FOLLOW ALONG FENCE FOR 0.1 MILE TO ROCKY CLEARING
 BN0748'AND MARK.
 BN0748'
 BN0748'TO REACH STATION FROM POST OFFICE IN KERRVILLE, GO NW ON U.S.
 BN0748'HIGHWAY 290, FOR 0.75 MILE TO WHERE U.S. HIGHWAY 290 MAKES
 BN0748'A TURN TO LEFT, KEEP STRAIGHT AHEAD ON ASPHALT STREET, WATER
 BN0748'STREET, (THIS IS THE KERRVILLE-HARPER ROAD), GO 0.4 MILE
 BN0748'TO FORK, KEEP RIGHT FORK (ASPHALT), AND GO 0.3 MILE TO END
 BN0748'OF ASPHALT KEEP STRAIGHT AHEAD ON STONE ROAD AND FOLLOW
 BN0748'THIS MAIN ROAD FOR 3.1 MILES TO ROAD FORKS, TAKE MAIN LEFT
 BN0748'LEFT FORK AND GO 4.5 MILES OR 0.6 MILE AFTER PASSING A HOUSE
 BN0748'ON LEFT, TO A SIGN CARR RANCH AND WOODEN GATE ON RIGHT, TURN
 BN0748'RIGHT E THRU GATE AND FOLLOW RANCH ROAD FOR 1.15 MILES TO
 BN0748'FORKS, TAKE RIGHT FORK AND FOLLOW MAIN ROAD 0.2 MILE TO WOOD
 BN0748'GATE, GO THRU GATE AND CONTINUE ON MAIN ROAD ACROSS
 BN0748'CREEK BED FOR 0.15 MILE TO ROAD FORKS AT W CORNER OF
 BN0748'CULTIVATED FIELD, TAKE RIGHT FORK SE AND GO 1.1 MILES
 BN0748'TO HOME OF MR. EDWARDS AND STATION.
 BN0748'
 BN0748'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BN0748
 BN0748                          STATION RECOVERY (1937)
 BN0748
 BN0748'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0748'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BN0748'THE FOLLOWING CHANGE IN DESCRIPTION TO BE MADE.  BEGINNING
 BN0748'WITH THE READING, TAKE FORK AND FOLLOW MAIN ROAD 0.2 MILE
 BN0748'TO WOODEN GATE ETC., SUBSTITUTE, TAKE RIGHT FORK AND FOLLOW
 BN0748'MAIN ROAD 0.1 MILE TO WOODEN GATE, GO THROUGH GATE AND CONTINUE
 BN0748'ON MAIN ROAD 0.25 MILE TO WHITE RANCH HOUSE, PASS IN FRONT
 BN0748'OF HOUSE AND TURN RIGHT DOWN FENCE 0.1 MILE TO CROSS FENCE AND
 BN0748'GATE, GO THROUGH GATE AND TURN SHARP LEFT DOWN FENCE 0.05 MILE
 BN0748'TO ANOTHER GATE IN SAME FENCE, GO THROUGH GATE AND CONTINUE
 BN0748'ON MAIN ROAD 0.4 MILE TO GATE, GO THROUGH GATE AND CONTINUE
 BN0748'ON MAIN ROAD 0.5 MILE TO HOUSE AND STATION ON LEFT.  PROPERTY
 BN0748'IS NOW OWNED BY MR. AHRENS.
 BN0748
 BN0748                          STATION RECOVERY (1956)
 BN0748
 BN0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0748'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 BN0748'FOUND IN GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK WAS
 BN0748'OBSTRUCTED BY A RANCH HOUSE.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 BN0748'
 BN0748'REFERENCE MARK 2 WAS OCCUPIED AND REDUCED TO THE TRUE STATION
 BN0748'BECAUSE OF A SMALL POLE AND 110 VOLT POWER LINE NEAR THE
 BN0748'TRUE STATION.  IT WOULD BE POSSIBLE TO OCCUPY THE TRUE STATION
 BN0748'BY MOVING THE POLE AND POWER LINE.
 BN0748'
 BN0748'THE AZIMUTH MARK IS ABOUT 300 FEET EAST-NORTHEAST OF THE
 BN0748'AHRENS RANCH HOME.  THE MARK IS FLUSH WITH THE GROUND, AND
 BN0748'THE DISK IS STAMPED COTTONWOOD 1935 RESET 1956.
 BN0748'
 BN0748'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290
 BN0748'AND STATE HIGHWAY 16 IN FREDERICKSBURG, GO SOUTHWEST ON
 BN0748'HIGHWAY 16 FOR 2.1 MILES TO A SURFACED ROAD ON THE RIGHT,
 BN0748'TURN RIGHT AND GO WESTERLY ON FARM ROAD 2093 FOR 9.55 MILES TO
 BN0748'A FORK, TAKE THE LEFT ROAD AND GO 0.9 MILE TO A T-JUNCTION,
 BN0748'TURN RIGHT AND CONTINUE SOUTHWESTERLY FOR 6.4 MILES TO A
 BN0748'RANCH ROAD AND SIGN, CARR RANCH, ON THE LEFT, TURN LEFT,
 BN0748'PASSING THROUGH A GATE, AND GO 0.95 MILE TO A RANCH HOME
 BN0748'ON THE RIGHT, CONTINUE SOUTH FOR 0.95 MILE TO A FORK, TAKE
 BN0748'THE LEFT ROAD CONTINUE SOUTHEAST FOR 1.15 MILES TO THE
 BN0748'AHRENS RANCH HOME AND THE STATION.
 BN0748'
 BN0748'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST, PASSING
 BN0748'THROUGH A GATE TO THE NORTH OF THE RANCH HOME, FOR 0.1 MILE
 BN0748'TO THE MARK IN PASTURE LAND.
 BN0748'
 BN0748'HEIGHT OF LIGHT PLATE - 23 METERS.
 BN0748
 BN0748                          STATION RECOVERY (1993)
 BN0748
 BN0748'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0748'MARK NOT FOUND.
 BN0748
 BN0748                          STATION RECOVERY (2004)
 BN0748
 BN0748'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0260 ***********************************************************************
 AO0260  DESIGNATION -  COTULLA
 AO0260  PID         -  AO0260
 AO0260  STATE/COUNTY-  TX/LA SALLE
 AO0260  USGS QUAD   -  COTULLA (1974)
 AO0260
 AO0260                         *CURRENT SURVEY CONTROL
 AO0260  ___________________________________________________________________
 AO0260* NAD 83(1993)-  28 26 07.48668(N)    099 14 10.98110(W)     ADJUSTED  
 AO0260* NAVD 88     -       137.255  (meters)     450.31   (feet)  ADJUSTED  
 AO0260  ___________________________________________________________________
 AO0260  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AO0260  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AO0260  DYNAMIC HT  -         137.048 (meters)     449.63  (feet)  COMP
 AO0260  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 AO0260
 AO0260  HORZ ORDER  -  FIRST
 AO0260  VERT ORDER  -  FIRST     CLASS II
 AO0260
 AO0260.The horizontal coordinates were established by classical geodetic methods
 AO0260.and adjusted by the National Geodetic Survey in February 1996..
 AO0260
 AO0260.The orthometric height was determined by differential leveling
 AO0260.and adjusted by the National Geodetic Survey in June 1991..
 AO0260
 AO0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0260
 AO0260.The geoid height was determined by GEOID03.
 AO0260
 AO0260.The dynamic height is computed by dividing the NAVD 88
 AO0260.geopotential number by the normal gravity value computed on the
 AO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0260.degrees latitude (g = 980.6199 gals.).
 AO0260
 AO0260.The modeled gravity was interpolated from observed gravity values.
 AO0260
 AO0260;                    North         East     Units Scale Factor Converg.
 AO0260;SPC TXSC     - 4,066,752.537   576,843.345   MT  0.99998546   -0 06 56.9
 AO0260;SPC TXSC     -13,342,337.28  1,892,526.87   sFT  0.99998546   -0 06 56.9
 AO0260;UTM  14      - 3,145,459.566   476,852.219   MT  0.99960661   -0 06 45.2
 AO0260
 AO0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0260!SPC TXSC     -   0.99998234  x   0.99998546  =   0.99996780
 AO0260!UTM  14      -   0.99998234  x   0.99960661  =   0.99958896
 AO0260
 AO0260|---------------------------------------------------------------------|
 AO0260| PID    Reference Object                     Distance      Geod. Az  |
 AO0260|                                                           dddmmss.s |
 AO0260| AO0686 COTULLA METHODIST CHURCH SPIRE      102.619 METERS 00216     |
 AO0260| AO0691 COTULLA RAD MAST                    APPROX. 1.1 KM 0601156.6 |
 AO0260| CV4637 COTULLA AZ MK                                      0730320.9 |
 AO0260| AO0258 COTULLA RM 1                         27.274 METERS 10808     |
 AO0260| AO0688 COTULLA VUMORE CO MICROWAVE         APPROX.11.3 KM 1081032.6 |
 AO0260| AO0712 COTULLA TV RELAY MAST               APPROX. 9.5 KM 2015552.6 |
 AO0260| AO0707 COTULLA AT AND T MICRO              APPROX. 4.9 KM 2084655.3 |
 AO0260| AO0692 COTULLA CABLE VISION MAST           APPROX. 2.3 KM 2092417.0 |
 AO0260| AO0687 COTULLA CTHSE SQUARE WATER TK        64.875 METERS 21803     |
 AO0260| AO0261 COTULLA RM 2                         68.086 METERS 22041     |
 AO0260| AO0259 COTULLA RM 3                         21.408 METERS 33256     |
 AO0260|---------------------------------------------------------------------|
 AO0260
 AO0260                          SUPERSEDED SURVEY CONTROL
 AO0260
 AO0260  NAD 83(1986)-  28 26 07.48441(N)    099 14 10.95812(W) AD(       ) 1
 AO0260  NAD 27      -  28 26 06.52500(N)    099 14 09.85100(W) AD(       ) 1
 AO0260  NGVD 29 (??/??/92)  137.131  (m)          449.90   (f) ADJ UNCH    1 2
 AO0260
 AO0260.Superseded values are not recommended for survey control.
 AO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0260.See file dsdata.txt to determine how the superseded data were derived.
 AO0260
 AO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7685245460(NAD 83)
 AO0260_MARKER: DB = BENCH MARK DISK
 AO0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0260_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0260_STAMPING: COTULLA 1935
 AO0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0260
 AO0260  HISTORY     - Date     Condition        Report By
 AO0260  HISTORY     - 1935     MONUMENTED       CGS
 AO0260  HISTORY     - 1937     GOOD             TXHD
 AO0260  HISTORY     - 1972     GOOD             NGS
 AO0260  HISTORY     - 1972     GOOD             NGS
 AO0260  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AO0260  HISTORY     - 19970816 GOOD             USPSQD
 AO0260
 AO0260                          STATION DESCRIPTION
 AO0260
 AO0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0260'STATION IS LOCATED IN THE TOWN OF COTULLA, ON THE COURTHOUSE
 AO0260'SQUARE.  IT IS 26.6 FEET SE OF SE CORNER OF COURTHOUSE, 45 FEET
 AO0260'N OF N SIDE OF EW WALK RUNNING S OF BUILDING.
 AO0260'
 AO0260'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AO0260'DISKS SET IN CONCRETE.
 AO0260'
 AO0260'REFERENCE MARK NO. 1 IS IN SE CORNER OF COURTHOUSE YARD, 3.9
 AO0260'FEET N OF EW WALK, 5.2 FEET W OF NS WALK, AND IS SE OF STATION.
 AO0260'
 AO0260'REFERENCE MARK NO. 2 IS 14.8 FEET W OF CENTER OF MUNICIPAL WATER
 AO0260'TANK AND IS SW OF STATION.
 AO0260'
 AO0260'REFERENCE MARK NO. 3 IS IN CORNER FORMED BY MAIN PART AND S
 AO0260'WING OF COURTHOUSE, AND IS NW OF STATION.
 AO0260'
 AO0260'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0260
 AO0260                          STATION RECOVERY (1937)
 AO0260
 AO0260'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AO0260'STATION AND REFERENCE MARKS, RECOVERED IN GOOD CONDITION AS
 AO0260'DESCRIBED.
 AO0260'
 AO0260'DIRECTIONS FOR LOCATING STATION ARE GOOD.
 AO0260
 AO0260                          STATION RECOVERY (1972)
 AO0260
 AO0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0260'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED IN
 AO0260'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED.
 AO0260'AN AZIMUTH MARK WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 AO0260'
 AO0260'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE LA SALLE
 AO0260'COUNTY COURTHOUSE IN COTULLA.
 AO0260'
 AO0260'THE STATION MARKS ARE STANDARD DISKS, STAMPED COTULLA 1935.  THE
 AO0260'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AO0260'MONUMENT THAT IS 3 INCHES UNDERGROUND.  IT IS 77.0 FEET
 AO0260'NORTH-NORTHWEST OF THE CENTER OF SOUTH CENTER STREET, 76.8 FEET
 AO0260'SOUTH-SOUTHEAST OF A FLAG POLE AND 26.0 FEET EAST OF THE
 AO0260'SOUTHEAST CORNER OF THE COURTHOUSE.  THE UNDERGROUND MARK IS SET
 AO0260'IN AN IRREGULAR MASS OF CONCRETE.
 AO0260'
 AO0260'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COTULLA NO 1 1935,
 AO0260'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AO0260'PROJECTS 2 INCHES.  IT IS 45.0 FEET SOUTH-SOUTHWEST OF THE CENTER
 AO0260'OF STEWART STREET, 39.0 FEET NORTH-NORTHWEST OF THE CENTER OF
 AO0260'SOUTH CENTER STREET, 5.2 FEET WEST OF THE WEST EDGE OF A
 AO0260'NORTH-SOUTH SIDEWALK, 3.2 FEET NORTH OF THE NORTH EDGE OF AN
 AO0260'EAST-WEST SIDEWALK AND ABOUT 2 FEET LOWER THAN THE STATION.
 AO0260'
 AO0260'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COTULLA NO 2 1935,
 AO0260'SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR A PUMP, THAT IS
 AO0260'FLUSH WITH THE GROUND.  IT IS 20.0 FEET NORTH-NORTHEAST OF THE
 AO0260'SOUTHWEST LEG OF TANK, 18.0 FEET SOUTH-SOUTHEAST OF THE NORTHWEST
 AO0260'LEG OF TANK, 15.0 FEET WEST OF THE CENTER OF THE TANK AND ABOUT 2
 AO0260'FEET HIGHER THAN THE STATION.
 AO0260'
 AO0260'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED COTULLA NO 3 1935,
 AO0260'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AO0260'PROJECTS 10 INCHES.  IT IS 52.8 FEET NORTH OF THE SOUTHEAST CORNER
 AO0260'OF THE COURTHOUSE, 27.5 FEET SOUTHWEST OF THE FLAG POLE, 1 FOOT
 AO0260'EAST OF THE EAST WALL OF THE COURTHOUSE AND ABOUT THE SAME
 AO0260'ELEVATION AS THE STATION.
 AO0260'
 AO0260'AZIMUTH MARK IS A STANDARD DISK, STAMPED COTULLA 1935 1971, SET
 AO0260'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 AO0260'FLUSH WITH THE GROUND.  IT IS 34.0 FEET EAST OF THE CENTER OF
 AO0260'NORTH FRONT STREET, 24.0 FEET NORTH OF THE CENTER OF A PROJECTED
 AO0260'LINE OF CENTER STREET AND 1.5 FEET SOUTH OF A LIGHT POST.
 AO0260'
 AO0260'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON SOUTH CENTER
 AO0260'STREET FOR 0.1 MILE TO U. S. HIGHWAY 81, TURN LEFT AND GO NORTH
 AO0260'ON U. S. HIGHWAY 81 FOR 1/2 BLOCK, TURN RIGHT AND GO EAST ON
 AO0260'CENTER STREET FOR 0.05 MILE TO FRONT STREET AND THE MARK IN A
 AO0260'MEDIAN BETWEEN FRONT STREET AND A PARKING AREA.
 AO0260'
 AO0260'NOTE--THE DISTANCE TO THE COTULLA MUN TANK 1935 CHECKED THE 1935
 AO0260'DATA, HOWEVER THE DIRECTION DIFFERED BY 7 MINUTES AND 17.2 SECONDS.
 AO0260'THE 1972 DIRECTION WAS CONFIRMED.
 AO0260'
 AO0260'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN COTULLA.
 AO0260'
 AO0260'HEIGHT OF LIGHT ABOVE STATION MARK 73.8 FEET.
 AO0260
 AO0260                          STATION RECOVERY (1972)
 AO0260
 AO0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AO0260'IN COTULLA.
 AO0260'AT COTULLA, 77.0 FEET NORTH-NORTHWEST OF THE CENTER OF SOUTH CENTER
 AO0260'STREET, 76.8 FEET SOUTH-SOUTHEAST OF A FLAG POLE AND 26.0 FEET EAST OF
 AO0260'THE SOUTHEAST CORNER OF THE COURTHOUSE AND ABOUT 3 INCHES UNDERGROUND.
 AO0260
 AO0260                          STATION RECOVERY (1990)
 AO0260
 AO0260'RECOVERY NOTE BY US POWER SQUADRON 1990 (HLJ)
 AO0260'MARK NOT FOUND.
 AO0260
 AO0260                          STATION RECOVERY (1997)
 AO0260
 AO0260'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0707 ***********************************************************************
 AO0707  DESIGNATION -  COTULLA AT AND T MICRO
 AO0707  PID         -  AO0707
 AO0707  STATE/COUNTY-  TX/LA SALLE
 AO0707  USGS QUAD   -  HARRIS LAKE (1974)
 AO0707
 AO0707                         *CURRENT SURVEY CONTROL
 AO0707  ___________________________________________________________________
 AO0707* NAD 83(1993)-  28 23 48.50503(N)    099 15 37.31868(W)     ADJUSTED  
 AO0707* NAVD 88     -                                                        
 AO0707  ___________________________________________________________________
 AO0707  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AO0707  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AO0707
 AO0707  HORZ ORDER  -  THIRD
 AO0707
 AO0707.The horizontal coordinates were established by classical geodetic methods
 AO0707.and adjusted by the National Geodetic Survey in February 1996..
 AO0707
 AO0707
 AO0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0707
 AO0707.The geoid height was determined by GEOID03.
 AO0707
 AO0707;                    North         East     Units Scale Factor Converg.
 AO0707;SPC TXSC     - 4,062,479.020   574,484.430   MT  0.99999616   -0 07 39.2
 AO0707;SPC TXSC     -13,328,316.58  1,884,787.67   sFT  0.99999616   -0 07 39.2
 AO0707;UTM  14      - 3,141,187.543   474,494.469   MT  0.99960803   -0 07 25.8
 AO0707
 AO0707                          SUPERSEDED SURVEY CONTROL
 AO0707
 AO0707  NAD 83(1986)-  28 23 48.50270(N)    099 15 37.29562(W) AD(       ) 4
 AO0707  NAD 27      -  28 23 47.53682(N)    099 15 36.18414(W) AD(       ) 3
 AO0707
 AO0707.Superseded values are not recommended for survey control.
 AO0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0707.See file dsdata.txt to determine how the superseded data were derived.
 AO0707
 AO0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7449441188(NAD 83)
 AO0707_MARKER: 45 = MICROWAVE TOWER
 AO0707
 AO0707  HISTORY     - Date     Condition        Report By
 AO0707  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0707
 AO0707                          STATION DESCRIPTION
 AO0707
 AO0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0707'THE STATION, COTULLA AMERICAN TELEPHONE AND TELEGRAPH COMPANY
 AO0707'MICROWAVE KLS 30, IS THE LIGHT ATOP A 4 LEGGED TOWER THAT IS PAINTED
 AO0707'ALTERNATED RED AND WHITE, HAS TWO HORNES ON TOP AND IS 365 FEET
 AO0707'HIGH.
 AO0707'
 AO0707'THE TOWER IS MAINTAINED BY AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 AO0707'THE TOWER IS OWNED BY THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY
 AO0707'AND SOUTHWESTERN BELL COMPANY.
 AO0707'
 AO0707'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF COTULLA.
 AO0707'
 AO0707'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 AO0707'HIGHWAY 81 AND STATE HIGHWAY 97 IN COTULLA, GO SOUTHWEST ON U.S.
 AO0707'HIGHWAY 81 FOR 3.4 MILES TO THE STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0692 ***********************************************************************
 AO0692  DESIGNATION -  COTULLA CABLE VISION MAST
 AO0692  PID         -  AO0692
 AO0692  STATE/COUNTY-  TX/LA SALLE
 AO0692  USGS QUAD   -  COTULLA (1974)
 AO0692
 AO0692                         *CURRENT SURVEY CONTROL
 AO0692  ___________________________________________________________________
 AO0692* NAD 83(1993)-  28 25 01.96298(N)    099 14 52.74928(W)     ADJUSTED  
 AO0692* NAVD 88     -                                                        
 AO0692  ___________________________________________________________________
 AO0692  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AO0692  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AO0692
 AO0692  HORZ ORDER  -  THIRD
 AO0692
 AO0692.The horizontal coordinates were established by classical geodetic methods
 AO0692.and adjusted by the National Geodetic Survey in February 1996..
 AO0692
 AO0692
 AO0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0692
 AO0692.The geoid height was determined by GEOID03.
 AO0692
 AO0692;                    North         East     Units Scale Factor Converg.
 AO0692;SPC TXSC     - 4,064,737.766   575,702.486   MT  0.99999045   -0 07 17.4
 AO0692;SPC TXSC     -13,335,727.15  1,888,783.91   sFT  0.99999045   -0 07 17.4
 AO0692;UTM  14      - 3,143,445.495   475,711.913   MT  0.99960728   -0 07 04.9
 AO0692
 AO0692                          SUPERSEDED SURVEY CONTROL
 AO0692
 AO0692  NAD 83(1986)-  28 25 01.96061(N)    099 14 52.72616(W) AD(       ) 4
 AO0692  NAD 27      -  28 25 00.99920(N)    099 14 51.61816(W) AD(       ) 3
 AO0692
 AO0692.Superseded values are not recommended for survey control.
 AO0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0692.See file dsdata.txt to determine how the superseded data were derived.
 AO0692
 AO0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7571243445(NAD 83)
 AO0692_MARKER: 42 = RADIO/TV MAST
 AO0692
 AO0692  HISTORY     - Date     Condition        Report By
 AO0692  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0692  HISTORY     - 19970816 GOOD             USPSQD
 AO0692
 AO0692                          STATION DESCRIPTION
 AO0692
 AO0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0692'THE STATION, COTULLA CABLE VISION MAST, IS THE LIGHT ATOP A
 AO0692'TRIANGULAR STEEL, GUYED MAST, PAINTED ALTERNATELY RED AND WHITE AND
 AO0692'HAS 8 ANTENNAS MOUNTED ON IT.  IT HAS AN OVERALL HEIGHT OF
 AO0692'400 FEET AND IS OWNED BY COTULLA CABLE TELEVISION INCORPORATED.
 AO0692'
 AO0692'THE STATION IS ABOUT 1-3/4 MILES SOUTHWEST OF COTULLA.
 AO0692'
 AO0692'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 AO0692'HIGHWAY 81 AND STATE HIGHWAY 97 IN COTULLA, GO SOUTHWEST ON HIGHWAY
 AO0692'81 FOR 1.7 MILES TO THE STATION ON THE LEFT.
 AO0692
 AO0692                          STATION RECOVERY (1997)
 AO0692
 AO0692'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0687 ***********************************************************************
 AO0687  DESIGNATION -  COTULLA CTHSE SQUARE WATER TK
 AO0687  PID         -  AO0687
 AO0687  STATE/COUNTY-  TX/LA SALLE
 AO0687  USGS QUAD   -  COTULLA (1974)
 AO0687
 AO0687                         *CURRENT SURVEY CONTROL
 AO0687  ___________________________________________________________________
 AO0687* NAD 83(1993)-  28 26 05.82713(N)    099 14 12.45041(W)     ADJUSTED  
 AO0687* NAVD 88     -                                                        
 AO0687  ___________________________________________________________________
 AO0687  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AO0687  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AO0687
 AO0687  HORZ ORDER  -  THIRD
 AO0687
 AO0687.The horizontal coordinates were established by classical geodetic methods
 AO0687.and adjusted by the National Geodetic Survey in February 1996..
 AO0687
 AO0687
 AO0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0687
 AO0687.The geoid height was determined by GEOID03.
 AO0687
 AO0687;                    North         East     Units Scale Factor Converg.
 AO0687;SPC TXSC     - 4,066,701.530   576,803.259   MT  0.99998558   -0 06 57.6
 AO0687;SPC TXSC     -13,342,169.94  1,892,395.36   sFT  0.99998558   -0 06 57.6
 AO0687;UTM  14      - 3,145,408.575   476,812.152   MT  0.99960664   -0 06 45.9
 AO0687
 AO0687                          SUPERSEDED SURVEY CONTROL
 AO0687
 AO0687  NAD 83(1986)-  28 26 05.82478(N)    099 14 12.42731(W) AD(       ) 4
 AO0687  NAD 27      -  28 26 04.86700(N)    099 14 11.32400(W) AD(       ) 3
 AO0687
 AO0687.Superseded values are not recommended for survey control.
 AO0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0687.See file dsdata.txt to determine how the superseded data were derived.
 AO0687
 AO0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7681245409(NAD 83)
 AO0687_MARKER: 53 = ELEVATED TANK
 AO0687
 AO0687  HISTORY     - Date     Condition        Report By
 AO0687  HISTORY     - 1935     FIRST OBSERVED   CGS
 AO0687  HISTORY     - 1972     GOOD             NGS
 AO0687  HISTORY     - 19970816 GOOD             USPSQD
 AO0687
 AO0687                          STATION DESCRIPTION
 AO0687
 AO0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0687'POINT OBSERVED IS THE FINIAL OF THE MUNICIPAL WATER TANK LOCATED
 AO0687'IN THE CENTRAL PART OF TOWN AT THE SW CORNER OF THE COURTHOUSE
 AO0687'SQUARE.  TANK IS ABOUT 125 FEET HIGH.
 AO0687'
 AO0687'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS COTULLA,
 AO0687'KELLI AND FITCH.
 AO0687
 AO0687                          STATION RECOVERY (1972)
 AO0687
 AO0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0687'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN
 AO0687'1935.  THE STATION WAS ALSO KNOWN AS.  COTULLA COURTHOUSE SQUARE
 AO0687'WATER TANK 1935 AN COTULLA TANK 1935.  A MEASUREMENT WAS MADE FROM
 AO0687'TRIANGULATION STATION COTULLA 1935, THE DISTANCE BEING 212.80
 AO0687'FEET, (64.861) METERS.  THE STATION WAS PREVIOUSLY LOCATED BY
 AO0687'INTERSECTION.
 AO0687
 AO0687                          STATION RECOVERY (1997)
 AO0687
 AO0687'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0686 ***********************************************************************
 AO0686  DESIGNATION -  COTULLA METHODIST CHURCH SPIRE
 AO0686  PID         -  AO0686
 AO0686  STATE/COUNTY-  TX/LA SALLE
 AO0686  USGS QUAD   -  COTULLA (1974)
 AO0686
 AO0686                         *CURRENT SURVEY CONTROL
 AO0686  ___________________________________________________________________
 AO0686* NAD 83(1993)-  28 26 10.81748(N)    099 14 10.83246(W)     ADJUSTED  
 AO0686* NAVD 88     -                                                        
 AO0686  ___________________________________________________________________
 AO0686  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AO0686  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AO0686
 AO0686  HORZ ORDER  -  THIRD
 AO0686
 AO0686.The horizontal coordinates were established by classical geodetic methods
 AO0686.and adjusted by the National Geodetic Survey in February 1996..
 AO0686
 AO0686
 AO0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0686
 AO0686.The geoid height was determined by GEOID03.
 AO0686
 AO0686;                    North         East     Units Scale Factor Converg.
 AO0686;SPC TXSC     - 4,066,855.067   576,847.597   MT  0.99998521   -0 06 56.8
 AO0686;SPC TXSC     -13,342,673.67  1,892,540.82   sFT  0.99998521   -0 06 56.8
 AO0686;UTM  14      - 3,145,562.057   476,856.464   MT  0.99960661   -0 06 45.2
 AO0686
 AO0686                          SUPERSEDED SURVEY CONTROL
 AO0686
 AO0686  NAD 83(1986)-  28 26 10.81532(N)    099 14 10.80941(W) AD(       ) 4
 AO0686  NAD 27      -  28 26 09.86000(N)    099 14 09.70000(W) AD(       ) 3
 AO0686
 AO0686.Superseded values are not recommended for survey control.
 AO0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0686.See file dsdata.txt to determine how the superseded data were derived.
 AO0686
 AO0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7685645562(NAD 83)
 AO0686_MARKER: 90 = CHURCH SPIRE
 AO0686
 AO0686  HISTORY     - Date     Condition        Report By
 AO0686  HISTORY     - 1935     FIRST OBSERVED   CGS
 AO0686  HISTORY     - 1971     GOOD             NGS
 AO0686  HISTORY     - 19970816 GOOD             USPSQD
 AO0686
 AO0686                          STATION DESCRIPTION
 AO0686
 AO0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0686'POINT OBSERVED UPON IS THE TIP OF SPIRE ON THE METHODIST CHURCH,
 AO0686'LOCATED IN THE CENTRAL PART OF TOWN AT NE CORNER OF THE COURTHOUSE
 AO0686'SQUARE.  HEIGHT ABOUT 50 FEET.
 AO0686'
 AO0686'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS COTULLA
 AO0686'AND FITCH.
 AO0686
 AO0686                          STATION RECOVERY (1971)
 AO0686
 AO0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0686'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.  THE
 AO0686'STATION WAS FORMERLY KNOWN AS COTULLA METHODIST CHURCH SPIRE.
 AO0686'
 AO0686'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN COTULLA.
 AO0686
 AO0686                          STATION RECOVERY (1997)
 AO0686
 AO0686'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0691 ***********************************************************************
 AO0691  DESIGNATION -  COTULLA RAD MAST
 AO0691  PID         -  AO0691
 AO0691  STATE/COUNTY-  TX/LA SALLE
 AO0691  USGS QUAD   -  COTULLA (1974)
 AO0691
 AO0691                         *CURRENT SURVEY CONTROL
 AO0691  ___________________________________________________________________
 AO0691* NAD 83(1993)-  28 26 25.05984(N)    099 13 36.26498(W)     ADJUSTED  
 AO0691* NAVD 88     -                                                        
 AO0691  ___________________________________________________________________
 AO0691  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AO0691  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AO0691
 AO0691  HORZ ORDER  -  THIRD
 AO0691
 AO0691.The horizontal coordinates were established by classical geodetic methods
 AO0691.and adjusted by the National Geodetic Survey in February 1996..
 AO0691
 AO0691
 AO0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0691
 AO0691.The geoid height was determined by GEOID03.
 AO0691
 AO0691;                    North         East     Units Scale Factor Converg.
 AO0691;SPC TXSC     - 4,067,291.650   577,789.078   MT  0.99998414   -0 06 39.9
 AO0691;SPC TXSC     -13,344,106.02  1,895,629.67   sFT  0.99998414   -0 06 39.9
 AO0691;UTM  14      - 3,145,998.527   477,797.564   MT  0.99960608   -0 06 28.7
 AO0691
 AO0691                          SUPERSEDED SURVEY CONTROL
 AO0691
 AO0691  NAD 83(1986)-  28 26 25.05750(N)    099 13 36.24220(W) AD(       ) 4
 AO0691  NAD 27      -  28 26 24.09903(N)    099 13 35.13167(W) AD(       ) 3
 AO0691
 AO0691.Superseded values are not recommended for survey control.
 AO0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0691.See file dsdata.txt to determine how the superseded data were derived.
 AO0691
 AO0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7779845999(NAD 83)
 AO0691_MARKER: 42 = RADIO/TV MAST
 AO0691
 AO0691  HISTORY     - Date     Condition        Report By
 AO0691  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0691  HISTORY     - 19970816 GOOD             USPSQD
 AO0691
 AO0691                          STATION DESCRIPTION
 AO0691
 AO0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0691'THE STATION, COTULLA STATE HIGHWAY DEPARTMENT RADIO MAST KKW 536, IS
 AO0691'THE LIGHT ATOP A TRIANGULAR STEEL, SELF-SUPPORTING MAST THAT HAS TWO
 AO0691'ANTENNAS AT THE TOP AND IS PAINTED ALTERNATELY RED AND WHITE.  IT
 AO0691'HAS AN OVERALL HEIGHT OF 120 FEET AND IS OWNED BY THE STATE HIGHWAY
 AO0691'DEPARTMENT.
 AO0691'
 AO0691'THE STATION IS ABOUT 1/2 MILE EAST OF THE BUSINESS SECTION OF
 AO0691'COTULLA.
 AO0691'
 AO0691'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 AO0691'HIGHWAY 81 AND STATE HIGHWAY 97 IN COTULLA, GO EAST ON HIGHWAY 97
 AO0691'FOR 0.4 MILE TO THE STATION ON LEFT.
 AO0691
 AO0691                          STATION RECOVERY (1997)
 AO0691
 AO0691'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0258 ***********************************************************************
 AO0258  DESIGNATION -  COTULLA RM 1
 AO0258  PID         -  AO0258
 AO0258  STATE/COUNTY-  TX/LA SALLE
 AO0258  USGS QUAD   -  COTULLA (1974)
 AO0258
 AO0258                         *CURRENT SURVEY CONTROL
 AO0258  ___________________________________________________________________
 AO0258* NAD 83(1986)-  28 26 07.     (N)    099 14 10.     (W)     SCALED    
 AO0258* NAVD 88     -       137.037  (meters)     449.60   (feet)  ADJUSTED  
 AO0258  ___________________________________________________________________
 AO0258  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AO0258  DYNAMIC HT  -         136.831 (meters)     448.92  (feet)  COMP
 AO0258  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 AO0258
 AO0258  VERT ORDER  -  FIRST     CLASS II
 AO0258
 AO0258.The horizontal coordinates were scaled from a topographic map and have
 AO0258.an estimated accuracy of +/- 6 seconds.
 AO0258
 AO0258.The orthometric height was determined by differential leveling
 AO0258.and adjusted by the National Geodetic Survey in June 1991..
 AO0258
 AO0258.The geoid height was determined by GEOID03.
 AO0258
 AO0258.The dynamic height is computed by dividing the NAVD 88
 AO0258.geopotential number by the normal gravity value computed on the
 AO0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0258.degrees latitude (g = 980.6199 gals.).
 AO0258
 AO0258.The modeled gravity was interpolated from observed gravity values.
 AO0258
 AO0258;                    North         East    Units  Estimated Accuracy
 AO0258;SPC TXSC     - 4,066,740.      576,870.      MT  (+/- 180 meters Scaled)
 AO0258
 AO0258                          SUPERSEDED SURVEY CONTROL
 AO0258
 AO0258  NGVD 29 (??/??/92)  136.914  (m)          449.19   (f) ADJ UNCH    1 2
 AO0258
 AO0258.Superseded values are not recommended for survey control.
 AO0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0258.See file dsdata.txt to determine how the superseded data were derived.
 AO0258
 AO0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS768454(NAD 83)
 AO0258_MARKER: DR = REFERENCE MARK DISK
 AO0258_SETTING: 0 = UNSPECIFIED SETTING
 AO0258_STAMPING: COTULLA NO 1 1935
 AO0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0258
 AO0258  HISTORY     - Date     Condition        Report By
 AO0258  HISTORY     - 1935     MONUMENTED       CGS
 AO0258  HISTORY     - 1972     GOOD             NGS
 AO0258  HISTORY     - 1988     GOOD             USPSQD
 AO0258  HISTORY     - 19970816 GOOD             USPSQD
 AO0258
 AO0258                          STATION DESCRIPTION
 AO0258
 AO0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AO0258'IN COTULLA.
 AO0258'AT COTULLA, 45.0 FEET SOUTH-SOUTHWEST OF THE CENTER OF STEWART STREET,
 AO0258'39.0 FEET NORTH-NORTHWEST OF THE CENTER OF SOUTH CENTER STREET, 5.2
 AO0258'FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK, 3.2 FEET NORTH
 AO0258'OF THE NORTH EDGE OF AN EAST-WEST SIDEWALK AND PROJECTS ABOUT 2
 AO0258'INCHES.
 AO0258
 AO0258                          STATION RECOVERY (1988)
 AO0258
 AO0258'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0258'RECOVERED IN GOOD CONDITION.
 AO0258
 AO0258                          STATION RECOVERY (1997)
 AO0258
 AO0258'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0261 ***********************************************************************
 AO0261  DESIGNATION -  COTULLA RM 2
 AO0261  PID         -  AO0261
 AO0261  STATE/COUNTY-  TX/LA SALLE
 AO0261  USGS QUAD   -  COTULLA (1974)
 AO0261
 AO0261                         *CURRENT SURVEY CONTROL
 AO0261  ___________________________________________________________________
 AO0261* NAD 83(1986)-  28 26 07.     (N)    099 14 10.     (W)     SCALED    
 AO0261* NAVD 88     -       137.801  (meters)     452.10   (feet)  ADJUSTED  
 AO0261  ___________________________________________________________________
 AO0261  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AO0261  DYNAMIC HT  -         137.594 (meters)     451.42  (feet)  COMP
 AO0261  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 AO0261
 AO0261  VERT ORDER  -  FIRST     CLASS II
 AO0261
 AO0261.The horizontal coordinates were scaled from a topographic map and have
 AO0261.an estimated accuracy of +/- 6 seconds.
 AO0261
 AO0261.The orthometric height was determined by differential leveling
 AO0261.and adjusted by the National Geodetic Survey in June 1991..
 AO0261
 AO0261.The geoid height was determined by GEOID03.
 AO0261
 AO0261.The dynamic height is computed by dividing the NAVD 88
 AO0261.geopotential number by the normal gravity value computed on the
 AO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0261.degrees latitude (g = 980.6199 gals.).
 AO0261
 AO0261.The modeled gravity was interpolated from observed gravity values.
 AO0261
 AO0261;                    North         East    Units  Estimated Accuracy
 AO0261;SPC TXSC     - 4,066,740.      576,870.      MT  (+/- 180 meters Scaled)
 AO0261
 AO0261                          SUPERSEDED SURVEY CONTROL
 AO0261
 AO0261  NGVD 29 (??/??/92)  137.677  (m)          451.70   (f) ADJ UNCH    1 2
 AO0261
 AO0261.Superseded values are not recommended for survey control.
 AO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0261.See file dsdata.txt to determine how the superseded data were derived.
 AO0261
 AO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS768454(NAD 83)
 AO0261_MARKER: DR = REFERENCE MARK DISK
 AO0261_SETTING: 0 = UNSPECIFIED SETTING
 AO0261_STAMPING: COTULLA NO 2 1935
 AO0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0261
 AO0261  HISTORY     - Date     Condition        Report By
 AO0261  HISTORY     - 1935     MONUMENTED       CGS
 AO0261  HISTORY     - 1972     GOOD             NGS
 AO0261  HISTORY     - 1988     GOOD             USPSQD
 AO0261  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0261
 AO0261                          STATION DESCRIPTION
 AO0261
 AO0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AO0261'IN COTULLA.
 AO0261'AT COTULLA, 20.0 FEET NORTH-NORTHEAST OF THE SOUTHWEST LEG OF TANK,
 AO0261'18.0 FEET SOUTH-SOUTHEAST OF THE NORTHWEST LEG OF TANK, 15.0 FEET WEST
 AO0261'OF THE CENTER OF TANK AND FLUSH WITH THE GROUND.
 AO0261
 AO0261                          STATION RECOVERY (1988)
 AO0261
 AO0261'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0261'RECOVERED IN GOOD CONDITION.
 AO0261
 AO0261                          STATION RECOVERY (1997)
 AO0261
 AO0261'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0259 ***********************************************************************
 AO0259  DESIGNATION -  COTULLA RM 3
 AO0259  PID         -  AO0259
 AO0259  STATE/COUNTY-  TX/LA SALLE
 AO0259  USGS QUAD   -  COTULLA (1974)
 AO0259
 AO0259                         *CURRENT SURVEY CONTROL
 AO0259  ___________________________________________________________________
 AO0259* NAD 83(1986)-  28 26 07.     (N)    099 14 10.     (W)     SCALED    
 AO0259* NAVD 88     -       137.587  (meters)     451.40   (feet)  ADJUSTED  
 AO0259  ___________________________________________________________________
 AO0259  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AO0259  DYNAMIC HT  -         137.380 (meters)     450.72  (feet)  COMP
 AO0259  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 AO0259
 AO0259  VERT ORDER  -  FIRST     CLASS II
 AO0259
 AO0259.The horizontal coordinates were scaled from a topographic map and have
 AO0259.an estimated accuracy of +/- 6 seconds.
 AO0259
 AO0259.The orthometric height was determined by differential leveling
 AO0259.and adjusted by the National Geodetic Survey in June 1991..
 AO0259.WARNING-Repeat measurements at this control monument indicate possible
 AO0259.vertical movement.
 AO0259
 AO0259.The geoid height was determined by GEOID03.
 AO0259
 AO0259.The dynamic height is computed by dividing the NAVD 88
 AO0259.geopotential number by the normal gravity value computed on the
 AO0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0259.degrees latitude (g = 980.6199 gals.).
 AO0259
 AO0259.The modeled gravity was interpolated from observed gravity values.
 AO0259
 AO0259;                    North         East    Units  Estimated Accuracy
 AO0259;SPC TXSC     - 4,066,740.      576,870.      MT  (+/- 180 meters Scaled)
 AO0259
 AO0259                          SUPERSEDED SURVEY CONTROL
 AO0259
 AO0259  NGVD 29 (??/??/92)  137.464  (m)          451.00   (f) ADJ UNCH    1 2
 AO0259
 AO0259.Superseded values are not recommended for survey control.
 AO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0259.See file dsdata.txt to determine how the superseded data were derived.
 AO0259
 AO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS768454(NAD 83)
 AO0259_MARKER: DR = REFERENCE MARK DISK
 AO0259_SETTING: 0 = UNSPECIFIED SETTING
 AO0259_STAMPING: COTULLA NO 3 1935
 AO0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0259
 AO0259  HISTORY     - Date     Condition        Report By
 AO0259  HISTORY     - 1935     MONUMENTED       CGS
 AO0259  HISTORY     - 1972     GOOD             NGS
 AO0259  HISTORY     - 1988     GOOD             USPSQD
 AO0259
 AO0259                          STATION DESCRIPTION
 AO0259
 AO0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AO0259'IN COTULLA.
 AO0259'AT COTULLA, 52.8 FEET NORTH OF THE SOUTHEAST CORNER OF THE COURTHOUSE,
 AO0259'27.5 FEET SOUTHWEST OF THE FLAG POLE AND 1 FOOT EAST OF THE EAST WALL
 AO0259'OF THE COURTHOUSE.
 AO0259
 AO0259                          STATION RECOVERY (1988)
 AO0259
 AO0259'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0712 ***********************************************************************
 AO0712  DESIGNATION -  COTULLA TV RELAY MAST
 AO0712  PID         -  AO0712
 AO0712  STATE/COUNTY-  TX/LA SALLE
 AO0712  USGS QUAD   -  ARTESIA WELLS (1982)
 AO0712
 AO0712                         *CURRENT SURVEY CONTROL
 AO0712  ___________________________________________________________________
 AO0712* NAD 83(1993)-  28 21 22.66266(N)    099 16 20.61292(W)     ADJUSTED  
 AO0712* NAVD 88     -                                                        
 AO0712  ___________________________________________________________________
 AO0712  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AO0712  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AO0712
 AO0712  HORZ ORDER  -  THIRD
 AO0712
 AO0712.The horizontal coordinates were established by classical geodetic methods
 AO0712.and adjusted by the National Geodetic Survey in February 1996..
 AO0712
 AO0712
 AO0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0712
 AO0712.The geoid height was determined by GEOID03.
 AO0712
 AO0712;                    North         East     Units Scale Factor Converg.
 AO0712;SPC TXSC     - 4,057,991.968   573,295.425   MT  1.00000787   -0 08 00.4
 AO0712;SPC TXSC     -13,313,595.32  1,880,886.74   sFT  1.00000787   -0 08 00.4
 AO0712;UTM  14      - 3,136,702.177   473,306.237   MT  0.99960879   -0 07 45.7
 AO0712
 AO0712                          SUPERSEDED SURVEY CONTROL
 AO0712
 AO0712  NAD 83(1986)-  28 21 22.66046(N)    099 16 20.58960(W) AD(       ) 4
 AO0712  NAD 27      -  28 21 21.68575(N)    099 16 19.47830(W) AD(       ) 3
 AO0712
 AO0712.Superseded values are not recommended for survey control.
 AO0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0712.See file dsdata.txt to determine how the superseded data were derived.
 AO0712
 AO0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7330636702(NAD 83)
 AO0712_MARKER: 42 = RADIO/TV MAST
 AO0712
 AO0712  HISTORY     - Date     Condition        Report By
 AO0712  HISTORY     - 1972     FIRST OBSERVED   NGS
 AO0712
 AO0712                          STATION DESCRIPTION
 AO0712
 AO0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0712'THE STATION, COTULLA RELAY MAST KHH 27, IS THE LIGHT ATOP A
 AO0712'TRIANGULAR STEEL,GUYED MAST, PAINTED RED AND WHITE, THAT HAS AN
 AO0712'OVERALL HEIGHT OF 350 FEET.  IT IS LOCATED ABOUT 4.5 MILES SOUTH
 AO0712'AND 1.5 MILES WEST OF COTULLA, 0.05 MILE WEST OF U.S. HIGHWAY 81,
 AO0712'AND IS OWNED BY THE WESTERN COMMUNICATIONS COMPANY, 820 CONVENT
 AO0712'STREET, BOX 1378, LAREDO, TEXAS 78040.  IT IS A RELAY STATION FOR
 AO0712'TELEVISION STATION KGNS OF LAREDO.
 AO0712'
 AO0712'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 AO0712'COTULLA, GO SOUTH AND SOUTHWEST ON U.S. HIGHWAY 81 FOR 1.65 MILES TO
 AO0712'INTERSTATE HIGHWAY 35.  TURN LEFT AND GO SOUTH ON HIGHWAY 35 AND 81
 AO0712'FOR 4.5 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0688 ***********************************************************************
 AO0688  DESIGNATION -  COTULLA VUMORE CO MICROWAVE
 AO0688  PID         -  AO0688
 AO0688  STATE/COUNTY-  TX/LA SALLE
 AO0688  USGS QUAD   -  COTULLA (1974)
 AO0688
 AO0688                         *CURRENT SURVEY CONTROL
 AO0688  ___________________________________________________________________
 AO0688* NAD 83(1993)-  28 24 12.34561(N)    099 07 34.90021(W)     ADJUSTED  
 AO0688* NAVD 88     -                                                        
 AO0688  ___________________________________________________________________
 AO0688  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AO0688  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AO0688
 AO0688  HORZ ORDER  -  THIRD
 AO0688
 AO0688.The horizontal coordinates were established by classical geodetic methods
 AO0688.and adjusted by the National Geodetic Survey in February 1996..
 AO0688
 AO0688
 AO0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0688
 AO0688.The geoid height was determined by GEOID03.
 AO0688
 AO0688;                    North         East     Units Scale Factor Converg.
 AO0688;SPC TXSC     - 4,063,191.235   587,617.550   MT  0.99999429   -0 03 42.9
 AO0688;SPC TXSC     -13,330,653.24  1,927,875.25   sFT  0.99999429   -0 03 42.9
 AO0688;UTM  14      - 3,141,900.113   487,622.424   MT  0.99960189   -0 03 36.4
 AO0688
 AO0688                          SUPERSEDED SURVEY CONTROL
 AO0688
 AO0688  NAD 83(1986)-  28 24 12.34399(N)    099 07 34.87729(W) AD(       ) 4
 AO0688  NAD 27      -  28 24 11.37397(N)    099 07 33.77911(W) AD(       ) 3
 AO0688
 AO0688.Superseded values are not recommended for survey control.
 AO0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0688.See file dsdata.txt to determine how the superseded data were derived.
 AO0688
 AO0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8762241900(NAD 83)
 AO0688_MARKER: 44 = MICROWAVE MAST
 AO0688
 AO0688  HISTORY     - Date     Condition        Report By
 AO0688  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0688
 AO0688                          STATION DESCRIPTION
 AO0688
 AO0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0688'THE STATION, COTULLA VUMORE COMPANY MICROWAVE KLH 88, IS THE LIGHT
 AO0688'ATOP A TRIANGULAR STEEL, GUYED MAST, PAINTED ALTERNATED RED AND
 AO0688'WHITE THAT HAS TWO REFLECTORS AT THE TOP.  IT HAS AN OVERALL HEIGHT
 AO0688'OF 330 FEET AND IS OWNED BY THE VUMORE COMPANY OF LARADO, TELEPHONE
 AO0688'NUMBER 722-1749.
 AO0688'
 AO0688'THE STATION IS ABOUT 7 MILES SOUTHEAST OF COTULLA AND ABOUT 4-1/2
 AO0688'MILES SOUTH OF STATE HIGHWAY 97.
 AO0688'
 AO0688'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 AO0688'HIGHWAY 81 AND STATE HIGHWAY 97 IN COTULLA, GO EAST ON HIGHWAY 97
 AO0688'FOR 0.8 MILE TO STATE ROAD 468 ON RIGHT.  TURN RIGHT AND GO
 AO0688'SOUTHEAST ON ROAD 468 FOR 1.3 MILES TO A CROSSROAD.  TURN LEFT AND
 AO0688'GO SOUTHEAST AND EAST ON A GRAVELED ROAD FOR 5.3 MILES TO A FENCE
 AO0688'AND CATTLE GUARD.  PASS THROUGH THE CATTLE GUARD, TURN RIGHT
 AO0688'AND GO SOUTH FOR 0.45 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1085 ***********************************************************************
 BM1085  SACS        -  This is a Secondary Airport Control Station.
 BM1085  DESIGNATION -  COULTER
 BM1085  PID         -  BM1085
 BM1085  STATE/COUNTY-  TX/BRAZOS
 BM1085  USGS QUAD   -  BRYAN EAST (1980)
 BM1085
 BM1085                         *CURRENT SURVEY CONTROL
 BM1085  ___________________________________________________________________
 BM1085* NAD 83(1993)-  30 43 03.15382(N)    096 20 11.54055(W)     ADJUSTED  
 BM1085* NAVD 88     -       109.43   (meters)     359.0    (feet)  GPS OBS   
 BM1085  ___________________________________________________________________
 BM1085  X           -    -605,714.241 (meters)                     COMP
 BM1085  Y           -  -5,454,596.444 (meters)                     COMP
 BM1085  Z           -   3,239,053.803 (meters)                     COMP
 BM1085  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BM1085  ELLIP HEIGHT-          82.81  (meters)          (01/31/01) GPS OBS
 BM1085  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BM1085
 BM1085  HORZ ORDER  -  FIRST
 BM1085  ELLP ORDER  -  FOURTH    CLASS II
 BM1085
 BM1085.This mark is at Coulter Fld (CFD) Airport (CFD)
 BM1085
 BM1085.The horizontal coordinates were established by GPS observations
 BM1085.and adjusted by the National Geodetic Survey in August 1996..
 BM1085
 BM1085.The orthometric height was determined by GPS observations and a
 BM1085.high-resolution geoid model.
 BM1085
 BM1085.GPS derived orthometric heights for airport stations designated as
 BM1085.PACS or SACS are published to 2 decimal places.  This maintains
 BM1085.centimeter relative accuracy between the PACS and SACS.  It does
 BM1085.not indicate centimeter accuracy relative to other marks which are
 BM1085.part of the NAVD 88 network.
 BM1085
 BM1085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1085
 BM1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1085
 BM1085.The ellipsoidal height was determined by GPS observations
 BM1085.and is referenced to NAD 83.
 BM1085
 BM1085.The geoid height was determined by GEOID03.
 BM1085
 BM1085;                    North         East     Units Scale Factor Converg.
 BM1085;SPC TX C     - 3,123,370.888 1,082,708.397   MT  0.99989394   +2 03 30.9
 BM1085;SPC TX C     -10,247,259.32  3,552,185.80   sFT  0.99989394   +2 03 30.9
 BM1085;UTM  14      - 3,401,328.886   755,060.749   MT  1.00040260   +1 21 40.5
 BM1085
 BM1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1085!SPC TX C     -   0.99998700  x   0.99989394  =   0.99988094
 BM1085!UTM  14      -   0.99998700  x   1.00040260  =   1.00038959
 BM1085
 BM1085:                Primary Azimuth Mark                     Grid Az
 BM1085:SPC TX C     -  COULTER AZ MK                            135 08 39.8
 BM1085:UTM  14      -  COULTER AZ MK                            135 50 30.2
 BM1085
 BM1085|---------------------------------------------------------------------|
 BM1085| PID    Reference Object                     Distance      Geod. Az  |
 BM1085|                                                           dddmmss.s |
 BM1085| BM1088 COULTER AZ MK                       APPROX. 1.0 KM 1371210.7 |
 BM1085|---------------------------------------------------------------------|
 BM1085
 BM1085                          SUPERSEDED SURVEY CONTROL
 BM1085
 BM1085  ELLIP H (08/16/96)   82.85   (m)                       GP(       ) 4 2
 BM1085  NAD 83(1993)-  30 43 03.15520(N)    096 20 11.53943(W) AD(       ) 3
 BM1085  ELLIP H (02/16/96)   82.91   (m)                       GP(       ) 5 1
 BM1085  NAD 83(1986)-  30 43 03.16847(N)    096 20 11.51897(W) AD(       ) 3
 BM1085  NAD 27      -  30 43 02.44932(N)    096 20 10.62851(W) AD(       ) 3
 BM1085  NGVD 29 (12/08/88)  109.5    (m)          359.     (f) GPS OBS        
 BM1085
 BM1085.Superseded values are not recommended for survey control.
 BM1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1085.See file dsdata.txt to determine how the superseded data were derived.
 BM1085
 BM1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV5506101329(NAD 83)
 BM1085_MARKER: I = METAL ROD
 BM1085_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1085_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM1085_STAMPING: COULTER 1988
 BM1085_MARK LOGO: NGS   
 BM1085_PROJECTION: FLUSH
 BM1085_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1085+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1995
 BM1085_ROD/PIPE-DEPTH: 5.5  meters
 BM1085_SLEEVE-DEPTH  : 0.76 meters
 BM1085
 BM1085  HISTORY     - Date     Condition        Report By
 BM1085  HISTORY     - 1988     MONUMENTED       NGS
 BM1085  HISTORY     - 19940820 GOOD             USPSQD
 BM1085  HISTORY     - 19950225 GOOD             NGS
 BM1085
 BM1085                          STATION DESCRIPTION
 BM1085
 BM1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1085'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF BRYAN AT THE
 BM1085'BRYAN-COULTER FIELD.  OWNERSHIP--CITY OF BRYAN, C/O STEVE HUGHES,
 BM1085'6120 HIGHWAY 21 EAST, BRYAN TX 77803.  TELEPHONE NUMBER 409-779-6120.
 BM1085'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BM1085'HIGHWAY 6, ON THE NORTHEAST SIDE OF BRYAN.  GO NORTHEAST ON U.S.
 BM1085'HIGHWAY 190 FOR 3.2 KM (2.00 MI) TO THE AIRPORT ENTRANCE ON THE
 BM1085'RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM (0.10 MI) TO A DIRT
 BM1085'ROAD ON THE LEFT, LEADING TO THE HANGERS.  TURN RIGHT FOR 0.1 KM
 BM1085'(0.05 MI) TO A TAXIWAY.  TURN RIGHT ON THE TAXIWAY FOR 0.2 KM
 BM1085'(0.10 MI) TO A DRIVE ON THE RIGHT AND THE STATION ON THE LEFT.
 BM1085'THE MARK IS SET 72.5 M (237.9 FT) NORTHEAST OF THE CENTERLINE OF THE
 BM1085'RUNWAY, 8.6 M (28.2 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY
 BM1085'AND 7.9 M (25.9 FT) NORTH-NORTHWEST OF THE SOUTHWEST MOST CONCRETE
 BM1085'TIE DOWN PAD.
 BM1085'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BM1085'DESCRIBED BY B.L.L.
 BM1085
 BM1085                          STATION RECOVERY (1994)
 BM1085
 BM1085'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1085'RECOVERED IN GOOD CONDITION.
 BM1085
 BM1085                          STATION RECOVERY (1995)
 BM1085
 BM1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1085'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF BRYAN AT THE
 BM1085'BRYAN-COULTER FIELD, ON THE EXTENDED CENTER OF THE DRIVEWAY ON THE
 BM1085'NORTHWEST SIDE OF THE MOST NORTHWESTERLY HANGAR.  OWNERSHIP--CITY OF
 BM1085'BRYAN, 6120 HIGHWAY 21 EAST, BRYAN, TX 77803.  AIRPORT MANAGER IS BILL
 BM1085'MCCLEOD.  PHONE 409-779-6120.  TO REACH THE STATION FROM THE JUNCTION
 BM1085'OF U.S.  HIGHWAY 190 AND STATE HIGHWAY 6, GO NORTHEAST ON HIGHWAY 190
 BM1085'FOR 3.2 KM (2.00 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 BM1085'RIGHT, SOUTHEAST, FOR 0.1 KM (0.05 MI) TO A GRAVELED AND THEN A PAVED
 BM1085'ROAD ON THE RIGHT, BEAR RIGHT, SOUTH, 0.2 KM (0.10 MI) GOING BETWEEN 2
 BM1085'HANGERS TO A TAXI.  TURN RIGHT, SOUTHWEST, 35.0 M (114.8 FT) TO A
 BM1085'DRIVE ON THE RIGHT AND THE STATION ON THE LEFT. STATION IS ON THE
 BM1085'EXTENDED CENTER OF A DRIVEWAY LEADING NORTHWEST. 72.5 M (237.9 FT)
 BM1085'NORTHEAST OF THE CENTERLINE OF A TAXI ALSO USED AS A RUNWAY, 9.1 M
 BM1085'(29.9 FT) EAST-NORTHEAST OF THE NORTHEAST 1 OF 2 TAXI LIGHTS, 8.6 M
 BM1085'(28.2 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXI AND 7.9 M (25.9 FT)
 BM1085'NORTH OF THE MOST SOUTHWEST CONCRETE TIE DOWN PAD. NOTE--ACCESS TO THE
 BM1085'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET
 BM1085'CLASS A REQUIREMENTS.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1088 ***********************************************************************
 BM1088  SACS        -  This is a Secondary Airport Control Station.
 BM1088  DESIGNATION -  COULTER AZ MK
 BM1088  PID         -  BM1088
 BM1088  STATE/COUNTY-  TX/BRAZOS
 BM1088  USGS QUAD   -  BRYAN EAST (1980)
 BM1088
 BM1088                         *CURRENT SURVEY CONTROL
 BM1088  ___________________________________________________________________
 BM1088* NAD 83(1993)-  30 42 40.42263(N)    096 19 47.18212(W)     ADJUSTED  
 BM1088* NAVD 88     -       110.76   (meters)     363.4    (feet)  GPS OBS   
 BM1088  ___________________________________________________________________
 BM1088  X           -    -605,109.631 (meters)                     COMP
 BM1088  Y           -  -5,455,024.424 (meters)                     COMP
 BM1088  Z           -   3,238,452.637 (meters)                     COMP
 BM1088  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BM1088  ELLIP HEIGHT-          84.12  (meters)          (01/31/01) GPS OBS
 BM1088  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BM1088
 BM1088  HORZ ORDER  -  FIRST
 BM1088  ELLP ORDER  -  FOURTH    CLASS II
 BM1088
 BM1088.This mark is at Coulter Fld (CFD) Airport (CFD)
 BM1088
 BM1088.The horizontal coordinates were established by GPS observations
 BM1088.and adjusted by the National Geodetic Survey in August 1996..
 BM1088
 BM1088.The orthometric height was determined by GPS observations and a
 BM1088.high-resolution geoid model.
 BM1088
 BM1088.GPS derived orthometric heights for airport stations designated as
 BM1088.PACS or SACS are published to 2 decimal places.  This maintains
 BM1088.centimeter relative accuracy between the PACS and SACS.  It does
 BM1088.not indicate centimeter accuracy relative to other marks which are
 BM1088.part of the NAVD 88 network.
 BM1088
 BM1088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1088
 BM1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1088
 BM1088.The ellipsoidal height was determined by GPS observations
 BM1088.and is referenced to NAD 83.
 BM1088
 BM1088.The geoid height was determined by GEOID03.
 BM1088
 BM1088;                    North         East     Units Scale Factor Converg.
 BM1088;SPC TX C     - 3,122,694.690 1,083,381.196   MT  0.99989449   +2 03 43.4
 BM1088;SPC TX C     -10,245,040.83  3,554,393.14   sFT  0.99989449   +2 03 43.4
 BM1088;UTM  14      - 3,400,644.199   755,725.606   MT  1.00040679   +1 21 52.0
 BM1088
 BM1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1088!SPC TX C     -   0.99998679  x   0.99989449  =   0.99988128
 BM1088!UTM  14      -   0.99998679  x   1.00040679  =   1.00039357
 BM1088
 BM1088:                Primary Azimuth Mark                     Grid Az
 BM1088:SPC TX C     -  CFD A                                    314 17 44.7
 BM1088:UTM  14      -  CFD A                                    314 59 36.1
 BM1088
 BM1088|---------------------------------------------------------------------|
 BM1088| PID    Reference Object                     Distance      Geod. Az  |
 BM1088|                                                           dddmmss.s |
 BM1088| AB2832 CFD A                               406.773 METERS 3162128.1 |
 BM1088| BM1085 COULTER                             APPROX. 1.0 KM 3171223.2 |
 BM1088|---------------------------------------------------------------------|
 BM1088
 BM1088                          SUPERSEDED SURVEY CONTROL
 BM1088
 BM1088  ELLIP H (08/16/96)   84.16   (m)                       GP(       ) 4 2
 BM1088  NAD 83(1993)-  30 42 40.42327(N)    096 19 47.18152(W) AD(       ) 3
 BM1088  ELLIP H (02/16/96)   84.22   (m)                       GP(       ) 5 1
 BM1088  NAD 83(1986)-  30 42 40.43653(N)    096 19 47.16106(W) AD(       ) 3
 BM1088  NAD 27      -  30 42 39.71665(N)    096 19 46.27139(W) AD(       ) 3
 BM1088  NGVD 29 (12/08/88)  110.8    (m)          364.     (f) GPS OBS        
 BM1088
 BM1088.Superseded values are not recommended for survey control.
 BM1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1088.See file dsdata.txt to determine how the superseded data were derived.
 BM1088
 BM1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV5572600644(NAD 83)
 BM1088_MARKER: I = METAL ROD
 BM1088_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1088_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM1088_STAMPING: COULTER AZ MK 1988
 BM1088_MARK LOGO: NGS   
 BM1088_PROJECTION: FLUSH
 BM1088_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1088+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1995
 BM1088_ROD/PIPE-DEPTH: 5.5  meters
 BM1088_SLEEVE-DEPTH  : 0.76 meters
 BM1088
 BM1088  HISTORY     - Date     Condition        Report By
 BM1088  HISTORY     - 1988     MONUMENTED       NGS
 BM1088  HISTORY     - 19940820 GOOD             USPSQD
 BM1088  HISTORY     - 19950225 GOOD             NGS
 BM1088
 BM1088                          STATION DESCRIPTION
 BM1088
 BM1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1088'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF BRYAN AT THE
 BM1088'BRYAN-COULTER FIELD.  OWNERSHIP--CITY OF BRYAN, C/O STEVE HUGHES,
 BM1088'6120 HIGHWAY 21 EAST, BRYAN TX 77803.  TELEPHONE NUMBER 409-779-6120.
 BM1088'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BM1088'HIGHWAY 6, ON THE NORTHEAST SIDE OF BRYAN.  GO NORTHEAST ON U.S.
 BM1088'HIGHWAY 190 FOR 3.2 KM (2.00 MI) TO THE AIRPORT ENTRANCE ON THE
 BM1088'RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM (0.10 MI) TO A DIRT
 BM1088'ROAD ON THE LEFT, LEADING TO THE HANGERS.  TURN RIGHT FOR 0.1 KM
 BM1088'(0.05 MI) TO A TAXIWAY.  TURN RIGHT ALONG THE TAXIWAY FOR 0.3 KM
 BM1088'(0.20 MI) TO THE RUNWAY.  TURN LEFT ALONG THE RUNWAY FOR 1.0 KM
 BM1088'(0.60 MI) TO THE AZIMUTH ON THE LEFT, NEAR THE END OF THE RUNWAY.
 BM1088'THE MARK IS SET 16.05 M (52.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 BM1088'CENTERLINE OF THE RUNWAY, 6.3 M (20.7 FT) WEST OF THE HOLDING AREA,
 BM1088'2.2 M (7.2 FT) SOUTHEAST OF A METAL SIGN AND 1.8 M (5.9 FT) NORTHWEST
 BM1088'OF THE NORTHWEST SIDE OF THE HOLDING AREA.
 BM1088'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BM1088'DESCRIBED BY R.D.B.
 BM1088
 BM1088                          STATION RECOVERY (1994)
 BM1088
 BM1088'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1088'RECOVERED IN GOOD CONDITION.
 BM1088
 BM1088                          STATION RECOVERY (1995)
 BM1088
 BM1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1088'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHEAST OF BRYAN AT THE
 BM1088'BRYAN-COULTER FIELD.  ON THE NORTHWEST EDGE OF A HOLDING AREA NEAR THE
 BM1088'END OF THE SOUTHWEST TAXI (ALSO A RUNWAY) .  OWNERSHIP--CITY OF BRYAN,
 BM1088'6120 HIGHWAY 21 EAST, BRYAN TX 77803.  AIRPORT MANAGER IS BILL
 BM1088'MCCLEOD, PHONE, 409-779-6120.  TO REACH THE STATION FROM THE JUNCTION
 BM1088'OF U.S.  HIGHWAY 190 AND STATE HIGHWAY 6, ON THE NORTHEAST SIDE OF
 BM1088'BRYAN.  GO NORTHEAST ON U.S.  HIGHWAY 190 FOR 3.2 KM (2.00 MI) TO THE
 BM1088'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTHEAST, 0.1 KM (0.05
 BM1088'MI) TO A GRAVELED AND THEN A PAVED ROAD ON THE RIGHT, SOUTH ,0.2 KM
 BM1088'GOING BETWEEN 2 HANGERS TO A TAXI.  TURN RIGHT, SOUTHWEST, 0.1 KM
 BM1088'(0.05 MI) TO A TAXI (ALSO RUNWAY) .  TURN LEFT, 1.0 KM (0.60 MI)
 BM1088'SOUTHEAST ALONG THE TAXI TO A HOLDING AREA AND THE STATION ON THE
 BM1088'LEFT.  STATION IS 16.1 M (52.8 FT) NORTHEAST OF THE TAXI CENTERLINE,
 BM1088'6.3 M (20.7 FT) WEST OF THE NORTH CORNER OF THE HOLDING AREA, 5.7 M
 BM1088'(18.7 FT) EAST OF A TAXI LIGHT, 1.8 M (5.9 FT) NORTHWEST OF THE
 BM1088'NORTHWEST EDGE OF THE HOLDING AREA, 0.6 M (2.0 FT) NORTH NORTHEAST OF
 BM1088'A TIE-DOWN ANCHOR EYE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TAXI.
 BM1088'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BM1088'SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.THIS STATION IS
 BM1088'SELECTED AS A SACS STATION.  DESCRIBED BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0884 ***********************************************************************
 DO0884  DESIGNATION -  COUNTY
 DO0884  PID         -  DO0884
 DO0884  STATE/COUNTY-  TX/KNOX
 DO0884  USGS QUAD   -  MUNDAY WEST (1968)
 DO0884
 DO0884                         *CURRENT SURVEY CONTROL
 DO0884  ___________________________________________________________________
 DO0884* NAD 83(1993)-  33 23 54.45764(N)    099 38 28.70263(W)     ADJUSTED  
 DO0884* NAVD 88     -       456.5    (meters)    1498.     (feet)  VERTCON   
 DO0884  ___________________________________________________________________
 DO0884  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DO0884  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DO0884
 DO0884  HORZ ORDER  -  FIRST
 DO0884
 DO0884.The horizontal coordinates were established by classical geodetic methods
 DO0884.and adjusted by the National Geodetic Survey in February 1996..
 DO0884
 DO0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0884
 DO0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0884
 DO0884.The geoid height was determined by GEOID03.
 DO0884
 DO0884;                    North         East     Units Scale Factor Converg.
 DO0884;SPC TXNC     - 2,192,616.645   493,836.939   MT  0.99989088   -0 37 20.9
 DO0884;SPC TXNC     - 7,193,609.78  1,620,196.69   sFT  0.99989088   -0 37 20.9
 DO0884;UTM  14      - 3,695,645.449   440,362.077   MT  0.99964385   -0 21 10.9
 DO0884
 DO0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0884!SPC TXNC     -   0.99993280  x   0.99989088  =   0.99982369
 DO0884!UTM  14      -   0.99993280  x   0.99964385  =   0.99957667
 DO0884
 DO0884:                Primary Azimuth Mark                     Grid Az
 DO0884:SPC TXNC     -  COUNTY RM 1                              019 09 52.9
 DO0884:UTM  14      -  COUNTY RM 1                              018 53 42.9
 DO0884
 DO0884|---------------------------------------------------------------------|
 DO0884| PID    Reference Object                     Distance      Geod. Az  |
 DO0884|                                                           dddmmss.s |
 DO0884| CX7005 COUNTY RM 1                                        0183232.0 |
 DO0884| DO0873 MUNDAY GTE MICROWAVE                APPROX. 6.6 KM 0294749.0 |
 DO0884| CX8487 LAKE RM 2                             5.858 METERS 04836     |
 DO0884| DO0885 LAKE                                  7.935 METERS 18346     |
 DO0884| CX8486 LAKE RM 1                            19.791 METERS 19029     |
 DO0884| DO0879 WEINERT MUN TANK                    APPROX. 9.0 KM 1992633.3 |
 DO0884|---------------------------------------------------------------------|
 DO0884
 DO0884                          SUPERSEDED SURVEY CONTROL
 DO0884
 DO0884  NAD 83(1993)-  33 23 54.45993(N)    099 38 28.70301(W) AD(       ) 1
 DO0884  NAD 83(1986)-  33 23 54.46440(N)    099 38 28.69436(W) AD(       ) 1
 DO0884  NAD 27      -  33 23 54.11616(N)    099 38 27.38129(W) AD(       ) 1
 DO0884  NGVD 29 (07/19/86)  456.4    (m)         1497.     (f) VERT ANG       
 DO0884
 DO0884.Superseded values are not recommended for survey control.
 DO0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0884.See file dsdata.txt to determine how the superseded data were derived.
 DO0884
 DO0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB4036295645(NAD 83)
 DO0884_MARKER: DS = TRIANGULATION STATION DISK
 DO0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0884_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0884
 DO0884  HISTORY     - Date     Condition        Report By
 DO0884  HISTORY     - 1974     MONUMENTED       NGS
 DO0884
 DO0884                          STATION DESCRIPTION
 DO0884
 DO0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0884'STATION IS LOCATED ABOUT 5-1/2 MILES NORTH-NORTHEAST OF WEINERT,
 DO0884'4 MILES SOUTH-SOUTHWEST OF MUNDAY, ALONG THE EAST RIGHT-OF-WAY OF
 DO0884'U.S. HIGHWAY 277 AND AT THE KNOX-HASKELL COUNTY LINE.
 DO0884'
 DO0884'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 277 AND STATE
 DO0884'HIGHWAY 222 IN MUNDAY, GO SOUTHERLY ON U.S. HIGHWAY 277 FOR
 DO0884'2.75 MILES TO THE JUNCTION OF FARM ROAD 2365 ON THE RIGHT.
 DO0884'CONTINUE SOUTHERLY ON U.S. HIGHWAY 277 FOR 0.35 MILE TO REFERENCE
 DO0884'MARK 1 ON THE LEFT, EAST SIDE OF ROAD.  CONTINUE SOUTH ON HIGHWAY
 DO0884'FOR 0.3 MILE TO THE STATION ON THE LEFT, EAST SIDE OF ROAD.  AS
 DO0884'DESCRIBED.
 DO0884'
 DO0884'STATION MARKS ARE STANDARD DISKS STAMPED COUNTY 1974.  THE
 DO0884'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0884'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 72
 DO0884'FEET SOUTH OF UTILITY POLE 18 14, 44 FEET EAST OF THE CENTERLINE
 DO0884'OF U.S. HIGHWAY 277, 44 FEET WEST OF THE WEST RAIL OF RAIL-ROAD
 DO0884'AND 2 FEET EAST OF METAL WITNESS POST WITH SIGN ATTACHED.  THE
 DO0884'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DO0884'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DO0884'
 DO0884'REFERENCE MARK 1, A STANDARD DISK STAMPED COUNTY NO 1 1974,
 DO0884'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0884'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 72 FEET EAST
 DO0884'OF THE CENTERLINE OF U.S. HIGHWAY 277, 21 FEET WEST OF THE WEST
 DO0884'RAIL OR RAIL-ROAD AND 2 FEET WEST OF METAL WITNESS POST WITH
 DO0884'SIGN ATTACHED.
 DO0884'
 DO0884'LAKE RM 2 USGS, A STANDARD U.S. GEOLOGICAL REFERENCE MARK
 DO0884'DISK STAMPED LAKE NO. 2 1966, IS CEMENTED IN THE TOP OF A
 DO0884'6-INCH TAR PAPER TILE THAT IS FLUSH WITH THE SURFACE OF THE
 DO0884'GROUND.  IT IS 57 FEET SOUTH-SOUTHEAST OF UTILITY POLE, 53 FEET
 DO0884'EAST OF THE CENTERLINE OF U.S. HIGHWAY 277 AND 35 FEET WEST OF
 DO0884'WEST RAIL OR RAIL-ROAD.
 DO0884'
 DO0884'LAKE ET USGS, A STANDARD U.S. GEOLOGICAL STATION MARK DISK
 DO0884'STAMPED LAKE 1966, IS CEMENTED IN THE TOP OF A 6-INCH TAR PAPER
 DO0884'TILE THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET
 DO0884'EAST OF THE CENTERLINE OF U.S. HIGHWAY 277, 38 FEET WEST OF THE
 DO0884'WEST RAIL OF RAIL-ROAD AND 4 FEET EAST-SOUTHEAST OF METAL
 DO0884'WITNESS POST WITH SIGN ATTACHED.
 DO0884'
 DO0884'LAKE RM 1 USGS, A STANDARD U.S. GEOLOGICAL REFERENCE MARK DISK
 DO0884'STAMPED LAKE NO. 1 1966, IS CEMENTED IN THE TOP OF A 6-INCH
 DO0884'TAR PAPER TILE THAT FLUSH WITH GROUND.  IT IS 52 FEET EAST OF
 DO0884'THE CENTERLINE OF U.S. HIGHWAY 277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0123 ***********************************************************************
 CE0123  DESIGNATION -  COUNTY 1
 CE0123  PID         -  CE0123
 CE0123  STATE/COUNTY-  TX/EL PASO
 CE0123  USGS QUAD   -  EL PASO (1997)
 CE0123
 CE0123                         *CURRENT SURVEY CONTROL
 CE0123  ___________________________________________________________________
 CE0123* NAD 83(1986)-  31 47 00.     (N)    106 25 32.     (W)     SCALED    
 CE0123* NAVD 88     -      1163.198  (meters)    3816.26   (feet)  POSTED    
 CE0123  ___________________________________________________________________
 CE0123  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CE0123  DYNAMIC HT  -        1161.420 (meters)    3810.43  (feet)  COMP
 CE0123  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 CE0123
 CE0123  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CE0123
 CE0123.The horizontal coordinates were scaled from a topographic map and have
 CE0123.an estimated accuracy of +/- 6 seconds.
 CE0123
 CE0123.The orthometric height was determined by differential leveling
 CE0123.and adjusted by the National Geodetic Survey in 1992..
 CE0123.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CE0123.rate of 3.1 thru 4.0 mm/km.
 CE0123
 CE0123.The geoid height was determined by GEOID03.
 CE0123
 CE0123.The dynamic height is computed by dividing the NAVD 88
 CE0123.geopotential number by the normal gravity value computed on the
 CE0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0123.degrees latitude (g = 980.6199 gals.).
 CE0123
 CE0123.The modeled gravity was interpolated from observed gravity values.
 CE0123
 CE0123;                    North         East    Units  Estimated Accuracy
 CE0123;SPC TX C     - 3,250,450.      123,280.      MT  (+/- 180 meters Scaled)
 CE0123
 CE0123                          SUPERSEDED SURVEY CONTROL
 CE0123
 CE0123  NGVD 29 (??/??/92) 1162.66   (m)         3814.5    (f) COMPUTED    1 2
 CE0123
 CE0123.Superseded values are not recommended for survey control.
 CE0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0123.See file dsdata.txt to determine how the superseded data were derived.
 CE0123
 CE0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR650173(NAD 83)
 CE0123_MARKER: B = BOLT
 CE0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0123_SP_SET: IRON PLATE
 CE0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0123
 CE0123  HISTORY     - Date     Condition        Report By
 CE0123  HISTORY     - UNK      MONUMENTED       LOCSUR
 CE0123  HISTORY     - 1933     GOOD             NGS
 CE0123
 CE0123                          STATION DESCRIPTION
 CE0123
 CE0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CE0123'4.5 MI E FROM EL PASO.
 CE0123'4.5 MILES EAST OF THE CITY HALL ON US HWY NO. 62.  AT THE INTERSECTION
 CE0123'OF US HWY NO. 62 AND CHELSEA STREET.  0.7 MILES EAST OF THE CITY
 CE0123'LIMITS, AND 10 FEET NORTH OF THE CENTER OF THE INTERSECTION. 12 INCHES
 CE0123'BELOW THE SURFACE OF THE PAVEMENT IN A HOLE COVERED BY A 12 INCH CAST
 CE0123'IRON PLATE MARKED COUNTY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0122 ***********************************************************************
 CE0122  DESIGNATION -  COUNTY 2
 CE0122  PID         -  CE0122
 CE0122  STATE/COUNTY-  TX/EL PASO
 CE0122  USGS QUAD   -  EL PASO (1997)
 CE0122
 CE0122                         *CURRENT SURVEY CONTROL
 CE0122  ___________________________________________________________________
 CE0122* NAD 83(1986)-  31 46 38.     (N)    106 25 32.     (W)     SCALED    
 CE0122* NAVD 88     -      1141.106  (meters)    3743.78   (feet)  POSTED    
 CE0122  ___________________________________________________________________
 CE0122  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CE0122  DYNAMIC HT  -        1139.370 (meters)    3738.08  (feet)  COMP
 CE0122  MODELED GRAV-     979,075.8   (mgal)                       NAVD 88
 CE0122
 CE0122  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CE0122
 CE0122.The horizontal coordinates were scaled from a topographic map and have
 CE0122.an estimated accuracy of +/- 6 seconds.
 CE0122
 CE0122.The orthometric height was determined by differential leveling
 CE0122.and adjusted by the National Geodetic Survey in 1992..
 CE0122.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CE0122.rate of 3.1 thru 4.0 mm/km.
 CE0122
 CE0122.The geoid height was determined by GEOID03.
 CE0122
 CE0122.The dynamic height is computed by dividing the NAVD 88
 CE0122.geopotential number by the normal gravity value computed on the
 CE0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0122.degrees latitude (g = 980.6199 gals.).
 CE0122
 CE0122.The modeled gravity was interpolated from observed gravity values.
 CE0122
 CE0122;                    North         East    Units  Estimated Accuracy
 CE0122;SPC TX C     - 3,249,770.      123,240.      MT  (+/- 180 meters Scaled)
 CE0122
 CE0122                          SUPERSEDED SURVEY CONTROL
 CE0122
 CE0122  NGVD 29 (??/??/92) 1140.57   (m)         3742.0    (f) COMPUTED    1 2
 CE0122
 CE0122.Superseded values are not recommended for survey control.
 CE0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0122.See file dsdata.txt to determine how the superseded data were derived.
 CE0122
 CE0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR650166(NAD 83)
 CE0122_MARKER: B = BOLT
 CE0122_SETTING: 0 = UNSPECIFIED SETTING
 CE0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0122
 CE0122  HISTORY     - Date     Condition        Report By
 CE0122  HISTORY     - UNK      MONUMENTED       LOCSUR
 CE0122  HISTORY     - 1933     GOOD             NGS
 CE0122
 CE0122                          STATION DESCRIPTION
 CE0122
 CE0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CE0122'4.5 MI E FROM EL PASO.
 CE0122'ABOUT 4.5 MILES EAST OF THE CITY HALL.  AT THE INTERSECTION OF CHELSEA
 CE0122'AND STEVENSON STREETS.  SOUTH OF US HWY NO. 62, ON CHELSEA STREET.
 CE0122'NEAR THE CENTER OF THE INTERSECTION, SITUATED 12 INCHES BELOW THE
 CE0122'SURFACE OF THE PAVEMENT IN A HOLE COVERED BY A 12 IN. CAST IRON PLATE
 CE0122'MARKED COUNTY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2240 ***********************************************************************
 AN2240  DESIGNATION -  COUNTY BOUNDARY MONUMENT 1931
 AN2240  PID         -  AN2240
 AN2240  STATE/COUNTY-  TX/JACKSON
 AN2240  USGS QUAD   -  TURTLE BAY (1995)
 AN2240
 AN2240                         *CURRENT SURVEY CONTROL
 AN2240  ___________________________________________________________________
 AN2240* NAD 83(1993)-  28 40 32.30123(N)    096 19 24.72495(W)     ADJUSTED  
 AN2240* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AN2240  ___________________________________________________________________
 AN2240  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AN2240  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN2240
 AN2240  HORZ ORDER  -  SECOND
 AN2240
 AN2240.The horizontal coordinates were established by classical geodetic methods
 AN2240.and adjusted by the National Geodetic Survey in February 1996..
 AN2240
 AN2240.The orthometric height was scaled from a topographic map.
 AN2240
 AN2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2240
 AN2240.The geoid height was determined by GEOID03.
 AN2240
 AN2240;                    North         East     Units Scale Factor Converg.
 AN2240;SPC TXSC     - 4,096,344.948   861,560.429   MT  0.99992894   +1 18 40.4
 AN2240;SPC TXSC     -13,439,425.05  2,826,636.17   sFT  0.99992894   +1 18 40.4
 AN2240;UTM  14      - 3,174,982.809   761,548.895   MT  1.00044430   +1 17 06.1
 AN2240
 AN2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2240!SPC TXSC     -   1.00000376  x   0.99992894  =   0.99993270
 AN2240!UTM  14      -   1.00000376  x   1.00044430  =   1.00044806
 AN2240
 AN2240                          SUPERSEDED SURVEY CONTROL
 AN2240
 AN2240  NAD 83(1986)-  28 40 32.30885(N)    096 19 24.70329(W) AD(       ) 2
 AN2240  NAD 27      -  28 40 31.33000(N)    096 19 23.81100(W) AD(       ) 2
 AN2240
 AN2240.Superseded values are not recommended for survey control.
 AN2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2240.See file dsdata.txt to determine how the superseded data were derived.
 AN2240
 AN2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6154974983(NAD 83)
 AN2240_MARKER: I = METAL ROD
 AN2240_SETTING: 0 = UNSPECIFIED SETTING
 AN2240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2240
 AN2240  HISTORY     - Date     Condition        Report By
 AN2240  HISTORY     - 1931     MONUMENTED       CGS
 AN2240  HISTORY     - 1945     MARK NOT FOUND   TX-355
 AN2240
 AN2240                          STATION DESCRIPTION
 AN2240
 AN2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2240'AN IRON PIPE 2 INCHES IN DIAMETER WITH SECTION OF RAIL IN
 AN2240'THE MIDDLE OF A DIM N-S SECTION-LINE ROAD, PROJECTING ABOUT
 AN2240'6 INCHES ABOVE GROUND.  STATION IS 1.0 MILE FROM CORNER
 AN2240'OF SARTWELLES RANCH AND ABOUT 100 YARDS S OF CIRCULAR CONCRETE
 AN2240'TROUGHS E AND W OF ROAD.  CENTER OF PIPE WAS DETERMINED.
 AN2240
 AN2240                          STATION RECOVERY (1945)
 AN2240
 AN2240'RECOVERY NOTE BY NUECES COUNTY TEXAS 1945 (DC)
 AN2240'LETTER FROM CONRAD M. BLUCHER, NUECES COUNTY SURVEYOR, CORPUS
 AN2240'CHRISTI, TEXAS, DATED JUNE 16, 1945--
 AN2240'
 AN2240'INFORMATION OBTAINED FROM MR. W.L.D. SARTWELLE, CO-OWNER
 AN2240'OF THE RANCH IN THIS VICINITY, IS THAT THE 2-INCH PIPE AND
 AN2240'SECTION OF RAILROAD RAIL CONSTITUTING THIS STATION WERE
 AN2240'REMOVED BY THE ARMY IN CONSTRUCTING A NOW EXISTING FLEXIBLE
 AN2240'BASE ASPHALT PAVED ROAD LEADING IN A STRAIGHT LINE ALONG
 AN2240'SECTION LINES FROM THE HIGHWAY S TO MATAGORDA BAY.
 AN2240'
 AN2240'A 1/2-INCH IRON ROD DRIVEN FLUSH WITH GROUND UNDER FENCE,
 AN2240'50 FEET E OF APPARENT CENTER OF ROAD AT THIS POINT, WAS
 AN2240'TAKEN TO BE A PERPENDICULAR OFFSET REFERENCE POINT FOR THE
 AN2240'ORIGINAL AND NOW DISPLACED MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0839 ***********************************************************************
 DO0839  DESIGNATION -  COUNTY CONCRETE MARKER 1935
 DO0839  PID         -  DO0839
 DO0839  STATE/COUNTY-  TX/BAYLOR
 DO0839  USGS QUAD   -  BOMARTON (1966)
 DO0839
 DO0839                         *CURRENT SURVEY CONTROL
 DO0839  ___________________________________________________________________
 DO0839* NAD 83(1993)-  33 37 17.02778(N)    099 28 26.48517(W)     ADJUSTED  
 DO0839* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 DO0839  ___________________________________________________________________
 DO0839  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DO0839  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DO0839
 DO0839  HORZ ORDER  -  SECOND
 DO0839
 DO0839.The horizontal coordinates were established by classical geodetic methods
 DO0839.and adjusted by the National Geodetic Survey in February 1996..
 DO0839
 DO0839.The orthometric height was scaled from a topographic map.
 DO0839
 DO0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0839
 DO0839.The geoid height was determined by GEOID03.
 DO0839
 DO0839;                    North         East     Units Scale Factor Converg.
 DO0839;SPC TXNC     - 2,217,183.220   509,626.133   MT  0.99992194   -0 31 52.4
 DO0839;SPC TXNC     - 7,274,208.61  1,671,998.40   sFT  0.99992194   -0 31 52.4
 DO0839;UTM  14      - 3,720,279.185   456,031.497   MT  0.99962383   -0 15 44.9
 DO0839
 DO0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0839!SPC TXNC     -   0.99993739  x   0.99992194  =   0.99985934
 DO0839!UTM  14      -   0.99993739  x   0.99962383  =   0.99956125
 DO0839
 DO0839                          SUPERSEDED SURVEY CONTROL
 DO0839
 DO0839  NAD 83(1993)-  33 37 17.02853(N)    099 28 26.48551(W) AD(       ) 2
 DO0839  NAD 83(1986)-  33 37 17.03559(N)    099 28 26.47633(W) AD(       ) 2
 DO0839  NAD 27      -  33 37 16.70000(N)    099 28 25.18600(W) AD(       ) 2
 DO0839
 DO0839.Superseded values are not recommended for survey control.
 DO0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0839.See file dsdata.txt to determine how the superseded data were derived.
 DO0839
 DO0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5603120279(NAD 83)
 DO0839_MARKER: U = CONCRETE POST
 DO0839_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DO0839_SP_SET: OBJECT IMBEDDED IN GROUND
 DO0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0839
 DO0839  HISTORY     - Date     Condition        Report By
 DO0839  HISTORY     - 1935     MONUMENTED       CGS
 DO0839
 DO0839                          STATION DESCRIPTION
 DO0839
 DO0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0839'STATION IS A COUNTY CONCRETE MARKER 6- BY 6-INCHES, PROJECTING
 DO0839'2-1/2 FEET, 23 FEET N OF CENTER LINE OF STATE HIGHWAY 24,
 DO0839'25.498 METERS (83.64 FEET) FROM STATION MASSEY.  MARK IS IN
 DO0839'FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0992 ***********************************************************************
 DO0992  DESIGNATION -  COUNTY CORNER
 DO0992  PID         -  DO0992
 DO0992  STATE/COUNTY-  TX/KNOX
 DO0992  USGS QUAD   -  ANTELOPE CREEK NW (1981)
 DO0992
 DO0992                         *CURRENT SURVEY CONTROL
 DO0992  ___________________________________________________________________
 DO0992* NAD 83(1993)-  33 23 56.30004(N)    099 28 20.42261(W)     ADJUSTED  
 DO0992* NAVD 88     -       436.2    (meters)    1431.     (feet)  VERTCON   
 DO0992  ___________________________________________________________________
 DO0992  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DO0992  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DO0992
 DO0992  HORZ ORDER  -  THIRD
 DO0992
 DO0992.The horizontal coordinates were established by classical geodetic methods
 DO0992.and adjusted by the National Geodetic Survey in February 1996..
 DO0992
 DO0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0992
 DO0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0992
 DO0992.The geoid height was determined by GEOID03.
 DO0992
 DO0992;                    North         East     Units Scale Factor Converg.
 DO0992;SPC TXNC     - 2,192,515.287   509,554.071   MT  0.99989094   -0 31 49.1
 DO0992;SPC TXNC     - 7,193,277.24  1,671,761.98   sFT  0.99989094   -0 31 49.1
 DO0992;UTM  14      - 3,695,618.128   456,075.464   MT  0.99962379   -0 15 36.0
 DO0992
 DO0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0992!SPC TXNC     -   0.99993597  x   0.99989094  =   0.99982692
 DO0992!UTM  14      -   0.99993597  x   0.99962379  =   0.99955978
 DO0992
 DO0992                          SUPERSEDED SURVEY CONTROL
 DO0992
 DO0992  NAD 83(1993)-  33 23 56.30186(N)    099 28 20.42256(W) AD(       ) 3
 DO0992  NAD 83(1986)-  33 23 56.30032(N)    099 28 20.41186(W) AD(       ) 3
 DO0992  NGVD 29 (04/15/93)  436.1    (m)         1431.     (f) VERT ANG       
 DO0992
 DO0992.Superseded values are not recommended for survey control.
 DO0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0992.See file dsdata.txt to determine how the superseded data were derived.
 DO0992
 DO0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5607595618(NAD 83)
 DO0992_MARKER: X = CHISELED CROSS
 DO0992_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DO0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0992
 DO0992  HISTORY     - Date     Condition        Report By
 DO0992  HISTORY     - 1962     MONUMENTED       USGS
 DO0992
 DO0992                          STATION DESCRIPTION
 DO0992
 DO0992'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0992'GOREE, 5 MI. S. AND 3 MI. E. OF, ABOUT 0.1 MI. N. AND 0.2 MI. E. OF A
 DO0992'RD. CORNER IN OPEN FIELD, COUNTY LINE MARKER BETWEEN KNOX, BAYLOR,
 DO0992'THROCKMORTON, AND HASKELL COUNTIES.
 DO0992'
 DO0992'TO REACH STATION FROM GOREE, GO 4.3 MI. S. ALONG STATE FARM ROAD 266
 DO0992'TO T-RD. E., TURN LEFT (E.) AND GO 2.4 MI. TO T-RD. S., TURN RIGHT
 DO0992'(S.) AND GO 1.0 MI. TO RD. CORNER AND STATION ON LEFT.
 DO0992'
 DO0992'STATION MARK--CHISELED CROSS IN LARGE CONCRETE POST, PROJECTING ABOUT
 DO0992'3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0339 ***********************************************************************
 CB0339  DESIGNATION -  COUNTY LINE MO 50
 CB0339  PID         -  CB0339
 CB0339  STATE/COUNTY-  TX/GLASSCOCK
 CB0339  USGS QUAD   -  THREE BLUFF DRAW NW (1973)
 CB0339
 CB0339                         *CURRENT SURVEY CONTROL
 CB0339  ___________________________________________________________________
 CB0339* NAD 83(1986)-  31 39 08.     (N)    101 29 37.     (W)     SCALED    
 CB0339* NAVD 88     -       815.387  (meters)    2675.15   (feet)  ADJUSTED  
 CB0339  ___________________________________________________________________
 CB0339  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CB0339  DYNAMIC HT  -         814.243 (meters)    2671.40  (feet)  COMP
 CB0339  MODELED GRAV-     979,209.5   (mgal)                       NAVD 88
 CB0339
 CB0339  VERT ORDER  -  SECOND    CLASS 0
 CB0339
 CB0339.The horizontal coordinates were scaled from a topographic map and have
 CB0339.an estimated accuracy of +/- 6 seconds.
 CB0339
 CB0339.The orthometric height was determined by differential leveling
 CB0339.and adjusted by the National Geodetic Survey in June 1991..
 CB0339
 CB0339.The geoid height was determined by GEOID03.
 CB0339
 CB0339.The dynamic height is computed by dividing the NAVD 88
 CB0339.geopotential number by the normal gravity value computed on the
 CB0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0339.degrees latitude (g = 980.6199 gals.).
 CB0339
 CB0339.The modeled gravity was interpolated from observed gravity values.
 CB0339
 CB0339;                    North         East    Units  Estimated Accuracy
 CB0339;SPC TX C     - 3,220,690.      589,960.      MT  (+/- 180 meters Scaled)
 CB0339
 CB0339                          SUPERSEDED SURVEY CONTROL
 CB0339
 CB0339  NGVD 29 (??/??/92)  815.090  (m)         2674.17   (f) ADJ UNCH    2 0
 CB0339
 CB0339.Superseded values are not recommended for survey control.
 CB0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0339.See file dsdata.txt to determine how the superseded data were derived.
 CB0339
 CB0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA635045(NAD 83)
 CB0339_MARKER: Z = SEE DESCRIPTION
 CB0339_SETTING: 0 = UNSPECIFIED SETTING
 CB0339_STAMPING: MO50
 CB0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0339
 CB0339  HISTORY     - Date     Condition        Report By
 CB0339  HISTORY     - UNK      MONUMENTED       CGS
 CB0339  HISTORY     - 1942     GOOD             NGS
 CB0339
 CB0339                          STATION DESCRIPTION
 CB0339
 CB0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 CB0339'19.0 MI S FROM GARDEN CITY.
 CB0339'19.0 MILES SOUTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0339'FROM THE COURTHOUSE AT GARDEN CITY, GLASSCOCK COUNTY, AT THE
 CB0339'GLASSCOCK-REAGAN COUNTY LINE, ACROSS THE ROAD FROM THE COUNTY LINE
 CB0339'MARKER SIGN, 38 FEET EAST OF THE CENTERLINE OF THE ROAD, 4.5 FEET
 CB0339'SOUTH OF A T-FENCE CORNER. THE HIGHEST POINT ON THE TOP OF A WHITE
 CB0339'STONE PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0288 ***********************************************************************
 CD0288  DESIGNATION -  COUNTY MARK
 CD0288  PID         -  CD0288
 CD0288  STATE/COUNTY-  TX/CULBERSON
 CD0288  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0288
 CD0288                         *CURRENT SURVEY CONTROL
 CD0288  ___________________________________________________________________
 CD0288* NAD 83(1986)-  31 45 50.     (N)    104 54 59.     (W)     SCALED    
 CD0288* NAVD 88     -      1160.098  (meters)    3806.09   (feet)  ADJUSTED  
 CD0288  ___________________________________________________________________
 CD0288  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CD0288  DYNAMIC HT  -        1158.342 (meters)    3800.33  (feet)  COMP
 CD0288  MODELED GRAV-     979,086.6   (mgal)                       NAVD 88
 CD0288
 CD0288  VERT ORDER  -  FIRST     CLASS II
 CD0288
 CD0288.The horizontal coordinates were scaled from a topographic map and have
 CD0288.an estimated accuracy of +/- 6 seconds.
 CD0288
 CD0288.The orthometric height was determined by differential leveling
 CD0288.and adjusted by the National Geodetic Survey in June 1991..
 CD0288
 CD0288.The geoid height was determined by GEOID03.
 CD0288
 CD0288.The dynamic height is computed by dividing the NAVD 88
 CD0288.geopotential number by the normal gravity value computed on the
 CD0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0288.degrees latitude (g = 980.6199 gals.).
 CD0288
 CD0288.The modeled gravity was interpolated from observed gravity values.
 CD0288
 CD0288;                    North         East    Units  Estimated Accuracy
 CD0288;SPC TX C     - 3,241,440.      265,960.      MT  (+/- 180 meters Scaled)
 CD0288
 CD0288                          SUPERSEDED SURVEY CONTROL
 CD0288
 CD0288  NGVD 29 (??/??/92) 1159.55   (m)         3804.3    (f) COMPUTED    1 2
 CD0288
 CD0288.Superseded values are not recommended for survey control.
 CD0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0288.See file dsdata.txt to determine how the superseded data were derived.
 CD0288
 CD0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER079142(NAD 83)
 CD0288_MARKER: Q = CHISELED SQUARE
 CD0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0288+STABILITY: SURFACE MOTION
 CD0288
 CD0288  HISTORY     - Date     Condition        Report By
 CD0288  HISTORY     - UNK      MONUMENTED       RBNF
 CD0288  HISTORY     - 1933     GOOD             NGS
 CD0288
 CD0288                          STATION DESCRIPTION
 CD0288
 CD0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CD0288'96.2 MI E FROM EL PASO.
 CD0288'96.2 MILES EAST OF CITY HALL ALONG HWY. NO. 62 45 FEET N. OF CENTER
 CD0288'LINE OF HWY. AT HUDSPETH AND CULBERSON COUNTY LINE, 2 FEET N. OF
 CD0288'COUNTY MARKER.  PROJECTING TWO FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0579 ***********************************************************************
 DP0579  DESIGNATION -  COUNTY MARK SW MC 1935
 DP0579  PID         -  DP0579
 DP0579  STATE/COUNTY-  TX/FLOYD
 DP0579  USGS QUAD   -  WAKE (1965)
 DP0579
 DP0579                         *CURRENT SURVEY CONTROL
 DP0579  ___________________________________________________________________
 DP0579* NAD 83(1993)-  33 50 01.24742(N)    101 02 28.79784(W)     ADJUSTED  
 DP0579* NAVD 88     -       726.     (meters)    2382.     (feet)  SCALED    
 DP0579  ___________________________________________________________________
 DP0579  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DP0579  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DP0579
 DP0579  HORZ ORDER  -  SECOND
 DP0579
 DP0579.The horizontal coordinates were established by classical geodetic methods
 DP0579.and adjusted by the National Geodetic Survey in February 1996..
 DP0579
 DP0579.The orthometric height was scaled from a topographic map.
 DP0579
 DP0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0579
 DP0579.The geoid height was determined by GEOID03.
 DP0579
 DP0579;                    North         East     Units Scale Factor Converg.
 DP0579;SPC TXNC     - 2,243,153.874   364,793.963   MT  0.99996562   -1 23 09.7
 DP0579;SPC TXNC     - 7,359,414.00  1,196,828.19   sFT  0.99996562   -1 23 09.7
 DP0579;UTM  14      - 3,745,589.013   311,105.432   MT  1.00003988   -1 08 12.9
 DP0579
 DP0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0579!SPC TXNC     -   0.99989014  x   0.99996562  =   0.99985577
 DP0579!UTM  14      -   0.99989014  x   1.00003988  =   0.99993002
 DP0579
 DP0579                          SUPERSEDED SURVEY CONTROL
 DP0579
 DP0579  NAD 83(1993)-  33 50 01.25078(N)    101 02 28.79567(W) AD(       ) 2
 DP0579  NAD 83(1986)-  33 50 01.25298(N)    101 02 28.79130(W) AD(       ) 2
 DP0579  NAD 27      -  33 50 00.96100(N)    101 02 27.27800(W) AD(       ) 2
 DP0579
 DP0579.Superseded values are not recommended for survey control.
 DP0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0579.See file dsdata.txt to determine how the superseded data were derived.
 DP0579
 DP0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC1110545589(NAD 83)
 DP0579_MARKER: U = CONCRETE POST
 DP0579_SETTING: 0 = UNSPECIFIED SETTING
 DP0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0579
 DP0579  HISTORY     - Date     Condition        Report By
 DP0579  HISTORY     - 1935     MONUMENTED       CGS
 DP0579  HISTORY     - 1938     GOOD             CGS
 DP0579  HISTORY     - 1964     POOR             CGS
 DP0579
 DP0579                          STATION DESCRIPTION
 DP0579
 DP0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0579'MARK IS A STONE POST 6- BY 9-INCHES AND PROJECTION ABOUT
 DP0579'30 INCHES ABOVE GROUND.  MARK IS FIRMLY SET, BUT SLIGHTLY OFF
 DP0579'PERPENDICULAR.  IT IS THE COMMON CORNER OF THE ABOVE COUNTIES.
 DP0579'
 DP0579'MARK IS NEAR STATION MATADOR.  SEE DIRECTIONS FOR REACHING THAT
 DP0579'STATION.
 DP0579
 DP0579                          STATION RECOVERY (1938)
 DP0579
 DP0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CEA)
 DP0579'DESCRIPTION AS GIVEN BY C.I.A. IN REACHING STATION IS SATISFACTORY.
 DP0579'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DP0579
 DP0579                          STATION RECOVERY (1964)
 DP0579
 DP0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0579'THE MARK IS APPROXIMATELY IN ITS ORIGINAL LOCATION BUT HAS
 DP0579'BEEN DISTRUBED.  A DISTANCE FROM TRIANGULATION STATION MATADOR
 DP0579'1935 TO THE SOUTHWEST CORNER (NEAREST POINT) WAS MEASURED AND
 DP0579'IS 22.75 FEET OR 6.934 METERS.  NO DIRECTION WAS OBSERVED IN
 DP0579'1964.
 DP0579'
 DP0579'THE MARK IS A CONCRETE MONUMENT 52 INCHES LONG, 6 INCHES WIDE
 DP0579'AND 14 INCHES HIGH.  INSCRIBED ON THE WEST FACE OF THE MONUMENT
 DP0579'ARE THE LETTERS SW-MC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0858 ***********************************************************************
 CB0858  DESIGNATION -  COURT USGS 1967
 CB0858  PID         -  CB0858
 CB0858  STATE/COUNTY-  TX/TOM GREEN
 CB0858  USGS QUAD   -  VANCOURT (1984)
 CB0858
 CB0858                         *CURRENT SURVEY CONTROL
 CB0858  ___________________________________________________________________
 CB0858* NAD 83(1993)-  31 21 14.12823(N)    100 12 08.29533(W)     ADJUSTED  
 CB0858* NAVD 88     -       578.9    (meters)    1899.     (feet)  VERTCON   
 CB0858  ___________________________________________________________________
 CB0858  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 CB0858  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0858
 CB0858  HORZ ORDER  -  SECOND
 CB0858
 CB0858.The horizontal coordinates were established by classical geodetic methods
 CB0858.and adjusted by the National Geodetic Survey in February 1996..
 CB0858
 CB0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0858
 CB0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0858
 CB0858.The geoid height was determined by GEOID03.
 CB0858
 CB0858;                    North         East     Units Scale Factor Converg.
 CB0858;SPC TX C     - 3,187,050.042   712,466.137   MT  0.99990060   +0 04 03.0
 CB0858;SPC TX C     -10,456,180.01  2,337,482.65   sFT  0.99990060   +0 04 03.0
 CB0858;UTM  14      - 3,469,451.100   385,642.975   MT  0.99976130   -0 37 32.4
 CB0858
 CB0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0858!SPC TX C     -   0.99991288  x   0.99990060  =   0.99981349
 CB0858!UTM  14      -   0.99991288  x   0.99976130  =   0.99967420
 CB0858
 CB0858:                Primary Azimuth Mark                     Grid Az
 CB0858:SPC TX C     -  EOLA WATER TANK SEC                      066 53 48.0
 CB0858:UTM  14      -  EOLA WATER TANK SEC                      067 35 23.4
 CB0858
 CB0858|---------------------------------------------------------------------|
 CB0858| PID    Reference Object                     Distance      Geod. Az  |
 CB0858|                                                           dddmmss.s |
 CB0858| CB0854 EOLA WATER TANK SEC                 APPROX.11.6 KM 0665751.0 |
 CB0858| CB0869 KIETH                               APPROX.17.6 KM 1885010.2 |
 CB0858|---------------------------------------------------------------------|
 CB0858
 CB0858                          SUPERSEDED SURVEY CONTROL
 CB0858
 CB0858  NAD 83(1986)-  31 21 14.13497(N)    100 12 08.28095(W) AD(       ) 2
 CB0858  NAD 27      -  31 21 13.54451(N)    100 12 06.98248(W) AD(       ) 2
 CB0858  NGVD 29 (07/19/86)  578.8    (m)         1899.     (f) VERT ANG       
 CB0858
 CB0858.Superseded values are not recommended for survey control.
 CB0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0858.See file dsdata.txt to determine how the superseded data were derived.
 CB0858
 CB0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV8564369451(NAD 83)
 CB0858_MARKER: DD = SURVEY DISK
 CB0858_SETTING: 0 = UNSPECIFIED SETTING
 CB0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0858
 CB0858  HISTORY     - Date     Condition        Report By
 CB0858  HISTORY     - 1955     MONUMENTED       USGS
 CB0858  HISTORY     - 1967     GOOD             USGS
 CB0858  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CB0858
 CB0858                          STATION DESCRIPTION
 CB0858
 CB0858'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CB0858'STATION IS LOCATED ABOUT 15 MI. SE. OF SAN ANGELO AND ABOUT 1.6 MI.
 CB0858'NW. OF VANCOURT, 52 FT. SW. OF HIGHWAY AT THE CREST OF A RIDGE.
 CB0858'
 CB0858'TO REACH STATION FROM VANCOURT POST OFFICE, GO NW. ON U.S. HIGHWAY 87
 CB0858'FOR 1.6 MI. TO CREST OF RIDGE AND STATION SITE.
 CB0858'
 CB0858'STATION MARK--A STANDARD USGS TABLET STAMPED ---COURT 1955---, SET IN
 CB0858'A CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 CB0858'
 CB0858'REFERENCE MARKS--NONE.
 CB0858
 CB0858                          STATION RECOVERY (1967)
 CB0858
 CB0858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CB0858'REFERENCE MARK NO. 2--A USGS ALUMINUM TABLET SET IN TOP OF CONCRETE
 CB0858'POST 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE.  THE
 CB0858'TABLET PROJECTS ABOUT 0.3 FOOT AND IS STAMPED COURT 1955 EL.
 CB0858'1899 - ET 1967.
 CB0858
 CB0858                          STATION RECOVERY (1999)
 CB0858
 CB0858'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2351 ***********************************************************************
 AH2351  DESIGNATION -  COURTHOUSE MTN ET
 AH2351  PID         -  AH2351
 AH2351  STATE/COUNTY-  TX/CROSBY
 AH2351  USGS QUAD   -  CAP ROCK (1966)
 AH2351
 AH2351                         *CURRENT SURVEY CONTROL
 AH2351  ___________________________________________________________________
 AH2351* NAD 83(1993)-  33 26 05.55803(N)    101 24 20.81267(W)     ADJUSTED  
 AH2351* NAVD 88     -       912.4    (meters)    2993.     (feet)  VERTCON   
 AH2351  ___________________________________________________________________
 AH2351  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AH2351  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AH2351
 AH2351  HORZ ORDER  -  THIRD
 AH2351
 AH2351.The horizontal coordinates were established by classical geodetic methods
 AH2351.and adjusted by the National Geodetic Survey in July 1998..
 AH2351
 AH2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2351
 AH2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2351
 AH2351.The geoid height was determined by GEOID03.
 AH2351
 AH2351;                    North         East     Units Scale Factor Converg.
 AH2351;SPC TXNC     - 2,199,815.009   329,848.246   MT  0.99989492   -1 35 05.3
 AH2351;SPC TXNC     - 7,217,226.41  1,082,177.12   sFT  0.99989492   -1 35 05.3
 AH2351;UTM  14      - 3,702,087.250   276,344.900   MT  1.00021675   -1 19 34.0
 AH2351
 AH2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2351!SPC TXNC     -   0.99986073  x   0.99989492  =   0.99975567
 AH2351!UTM  14      -   0.99986073  x   1.00021675  =   1.00007745
 AH2351
 AH2351                          SUPERSEDED SURVEY CONTROL
 AH2351
 AH2351  NGVD 29 (07/28/98)  912.1    (m)         2992.     (f) VERT ANG       
 AH2351
 AH2351.Superseded values are not recommended for survey control.
 AH2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2351.See file dsdata.txt to determine how the superseded data were derived.
 AH2351
 AH2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC7634502087(NAD 83)
 AH2351_MARKER: DS = TRIANGULATION STATION DISK
 AH2351
 AH2351  HISTORY     - Date     Condition        Report By
 AH2351  HISTORY     - 1965     MONUMENTED       USGS
 AH2351
 AH2351                          STATION DESCRIPTION
 AH2351
 AH2351'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH2351'STATION IS LOCATED ABOUT 17.0 MI. S. OF RALLS, 14.0 MI. E. OF STATION,
 AH2351'5.0 MI. NW. OF CANYON VALLEY, ON HIGHEST POINT OF HILL, LOCALLY KNOWN
 AH2351'AS COURTHOUSE MOUNTAIN.
 AH2351'STATION MAY BE REACHED FROM INTERSECTION OF U.S. HIGHWAY 82 AND FARM
 AH2351'ROAD 122 IN RALLS BY GOING S. 18.8 MI. ON FARM ROAD 122, THIS POINT
 AH2351'BEING 5.6 MI. S. OF COMMUNITY OF CAPROCK, TO T-RD. ENTRANCE TO PRICE
 AH2351'RANCH, GO W. 0.9 MI. TO MAIN RANCH, CONTINUE WESTERLY 0.3 MI. ACROSS
 AH2351'CATTLEGUARD TO FORK, TAKE RIGHT FORK NORTHWESTERLY 1.1 MI. PASSING
 AH2351'ACROSS CATTLEGUARD TO RD. FORK, TAKE RIGHT FORK AND CONTINUE
 AH2351'NORTHWESTERLY 0.7 MI. THROUGH WIRE GATE AND RD. FORK NE., TAKE RIGHT
 AH2351'FORK NE. 0.7 MI. TO OLD WINDMILL AND FAINT TRAIL FORK NE., TAKE FAINT
 AH2351'TRAIL NE. 0.2 MI. TO RIM OF MESA AND DIM TRAIL FORK S., TAKE DIM TRAIL
 AH2351'S. AND SE. 0.4 MI. TO HIGHEST POINT OF COURTHOUSE MOUNTAIN AND STATION
 AH2351'SITE.
 AH2351'STATION MARK--STANDARD USGS ALUMINUM TABLET SET IN CONCRETE MONUMENT
 AH2351'PROJECTING 0.6 FT., STAMPED---COURTHOUSE MTN - ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8398 ***********************************************************************
 AH8398  DESIGNATION -  COVE
 AH8398  PID         -  AH8398
 AH8398  STATE/COUNTY-  TX/ARANSAS
 AH8398  USGS QUAD   -  ESTES (1975)
 AH8398
 AH8398                         *CURRENT SURVEY CONTROL
 AH8398  ___________________________________________________________________
 AH8398* NAD 83(1993)-  27 59 13.57435(N)    097 04 23.93028(W)     ADJUSTED  
 AH8398* NAVD 88     -         0.4    (meters)       1.     (feet)  VERTCON   
 AH8398  ___________________________________________________________________
 AH8398  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AH8398  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AH8398
 AH8398  HORZ ORDER  -  THIRD
 AH8398
 AH8398.The horizontal coordinates were established by classical geodetic methods
 AH8398.and adjusted by the National Geodetic Survey in August 1998..
 AH8398
 AH8398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8398
 AH8398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8398
 AH8398.The geoid height was determined by GEOID03.
 AH8398
 AH8398;                    North         East     Units Scale Factor Converg.
 AH8398;SPC TXSC     - 4,018,604.855   789,552.440   MT  1.00013729   +0 56 38.1
 AH8398;SPC TXSC     -13,184,372.76  2,590,389.96   sFT  1.00013729   +0 56 38.1
 AH8398;UTM  14      - 3,097,269.194   689,479.306   MT  1.00004315   +0 54 15.9
 AH8398
 AH8398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8398!SPC TXSC     -   1.00000414  x   1.00013729  =   1.00014143
 AH8398!UTM  14      -   1.00000414  x   1.00004315  =   1.00004729
 AH8398
 AH8398                          SUPERSEDED SURVEY CONTROL
 AH8398
 AH8398  NGVD 29 (08/21/98)    0.5    (m)            2.     (f) VERT ANG       
 AH8398
 AH8398.Superseded values are not recommended for survey control.
 AH8398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8398.See file dsdata.txt to determine how the superseded data were derived.
 AH8398
 AH8398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8947997269(NAD 83)
 AH8398_MARKER: DD = SURVEY DISK
 AH8398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8398_STAMPING: COVE 1989
 AH8398_MARK LOGO: NOS   
 AH8398_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8398+STABILITY: SURFACE MOTION
 AH8398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8398+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AH8398
 AH8398  HISTORY     - Date     Condition        Report By
 AH8398  HISTORY     - 1986     MONUMENTED       NOS
 AH8398
 AH8398                          STATION DESCRIPTION
 AH8398
 AH8398'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (PBW)
 AH8398'THE STATION IS LOCATED ALONG THE NW SIDE OF TALLEY ISLAND, ALONG THE
 AH8398'SOUTH BANK OF THE INTERCOASTAL WATERWAY, SOUTH OF LIGHT 12, AND
 AH8398'APPROXIMATELY 0.2 MILE SOUTH OF THE COVE MARINA. TO REACH THE STATION
 AH8398'FROM THE COVE MARINA , GO BY BOAT SW ALONG THE INTERCOASTAL WATERWAY
 AH8398'FOR APPROXIMATELY 0.2 MILE SOUTH FROM THE MARINA. THE STATION IS AN
 AH8398'ALUMINUM DISK ATTACHED TO THE TOP OF A 42 INCH ALUMINUM ROD WHICH IN
 AH8398'TURN IS SET INTO THE GROUND AND SURROUNDED BY A MASS OF CONCRETE.  THE
 AH8398'DISK IS STAMPED---COVE 1989---, AND IS LOCATED 80 METERS SE FROM THE
 AH8398'MHWL IN THE CENTER OF A LARGE BARE PATCH. DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2617 ***********************************************************************
 BY2617  DESIGNATION -  COVINGTON
 BY2617  PID         -  BY2617
 BY2617  STATE/COUNTY-  TX/SHELBY
 BY2617  USGS QUAD   -  MOUNT HERMAN (1984)
 BY2617
 BY2617                         *CURRENT SURVEY CONTROL
 BY2617  ___________________________________________________________________
 BY2617* NAD 83(1993)-  31 43 36.81958(N)    094 15 02.84006(W)     ADJUSTED  
 BY2617* NAVD 88     -       169.6    (meters)     556.     (feet)  VERTCON   
 BY2617  ___________________________________________________________________
 BY2617  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 BY2617  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY2617
 BY2617  HORZ ORDER  -  FIRST
 BY2617
 BY2617.The horizontal coordinates were established by classical geodetic methods
 BY2617.and adjusted by the National Geodetic Survey in February 1996..
 BY2617
 BY2617.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2617
 BY2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2617
 BY2617.The geoid height was determined by GEOID03.
 BY2617
 BY2617;                    North         East     Units Scale Factor Converg.
 BY2617;SPC TX C     - 3,244,149.601 1,276,146.594   MT  0.99996172   +3 07 58.3
 BY2617;SPC TX C     -10,643,514.15  4,186,824.28   sFT  0.99996172   +3 07 58.3
 BY2617;UTM  15      - 3,510,844.878   381,503.215   MT  0.99977318   -0 39 28.2
 BY2617
 BY2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2617!SPC TX C     -   0.99997755  x   0.99996172  =   0.99993927
 BY2617!UTM  15      -   0.99997755  x   0.99977318  =   0.99975073
 BY2617
 BY2617:                Primary Azimuth Mark                     Grid Az
 BY2617:SPC TX C     -  CENTER TANK                              037 46 51.5
 BY2617:UTM  15      -  CENTER TANK                              041 34 18.0
 BY2617
 BY2617|---------------------------------------------------------------------|
 BY2617| PID    Reference Object                     Distance      Geod. Az  |
 BY2617|                                                           dddmmss.s |
 BY2617| BY2607 CENTER TANK                         APPROX.10.0 KM 0405449.8 |
 BY2617| CV8303 COVINGTON RM                         63.000 METERS 16907     |
 BY2617| BY2619 HOLT                                APPROX.21.9 KM 2315627.7 |
 BY2617|---------------------------------------------------------------------|
 BY2617
 BY2617                          SUPERSEDED SURVEY CONTROL
 BY2617
 BY2617  NAD 83(1986)-  31 43 36.82857(N)    094 15 02.83128(W) AD(       ) 1
 BY2617  NAD 27      -  31 43 36.19400(N)    094 15 02.11000(W) AD(       ) 1
 BY2617  NGVD 29 (07/19/86)  169.6    (m)          556.     (f) VERT ANG       
 BY2617
 BY2617.Superseded values are not recommended for survey control.
 BY2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2617.See file dsdata.txt to determine how the superseded data were derived.
 BY2617
 BY2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR8150310845(NAD 83)
 BY2617_MARKER: DS = TRIANGULATION STATION DISK
 BY2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2617
 BY2617  HISTORY     - Date     Condition        Report By
 BY2617  HISTORY     - 1919     MONUMENTED       CGS
 BY2617  HISTORY     - 1934     POOR             CGS
 BY2617  HISTORY     - 1935     GOOD             CGS
 BY2617  HISTORY     - 1949     POOR             CGS
 BY2617  HISTORY     - 1956     POOR             USGS
 BY2617
 BY2617                          STATION DESCRIPTION
 BY2617
 BY2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY2617'STATION IS ABOUT 8 MILES SW OF CENTER, 1/4 MILE E OF THE
 BY2617'CENTER-GRIGSBY-NACOGDOCHES ROAD, ON FLAT HILL IN CLEARED
 BY2617'FIELD OWNED BY E.L. COVINGTON, AND ABOUT 1/4 MILE FROM HIS
 BY2617'HOUSE.
 BY2617'
 BY2617'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY2617'DISKS SET IN CONCRETE.
 BY2617'
 BY2617'THE REFERENCE MARK IS 63.00 METERS (206.7 FEET) FROM THE
 BY2617'STATION, S 10 DEG 53 MIN E.  THE CHIMNEY OF MR. COVINGTONS
 BY2617'HOUSE IS ABOUT 1/4 MILE DISTANT S 76 DEG 21 MIN W.
 BY2617'ELEVATION OF STATION, 169.6 METERS (556 FEET).
 BY2617
 BY2617                          STATION RECOVERY (1934)
 BY2617
 BY2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WSD)
 BY2617'STATION APPEARS TO HAVE BEEN HIT BY PLOW OR DRAG.  IT IS
 BY2617'NOT BROKEN BUT IT IS LEANING BADLY.
 BY2617
 BY2617                          STATION RECOVERY (1935)
 BY2617
 BY2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2617'THIS STATION WAS FOUND AS DESCRIBED.  THE STATION MARK HAS
 BY2617'EVIDENTLY BEEN DISTURBED, SINCE IT PROJECTS FROM THE GROUND
 BY2617'MORE THAN THE USUAL AMOUNT, AND IS INCLINED FROM THE VERTICAL
 BY2617'BY AN ANGLE OF ABOUT 30 DEG.  THE MARK HAS APPARENTLY NOT
 BY2617'BEEN MOVED HOWEVER, SINCE IT IS VERY FIRMLY EMBEDDED IN
 BY2617'THE GROUND AND CANNOT BE SHAKEN.
 BY2617'
 BY2617'THE REFERENCE MARK HAS BEEN DUG OUT OF THE GROUND, AND IS
 BY2617'NOW LYING ON THE GROUND NEAR THE W EDGE OF THE CULTIVATED
 BY2617'FIELD ADJOINING THE STATION LOCATION.  IT IS ABOUT 125 FEET
 BY2617'S OF THE STATION MARK AND IS PLAINLY VISIBLE FROM THE STATION
 BY2617'MARK.  THIS LAND IS STILL OWNED BY E.L. COVINGTON, BUT THE
 BY2617'HOUSE DESCRIBED AS OCCUPIED BY E.L. COVINGTON IS NOW OCCUPIED
 BY2617'BY ERNEST MARSHALL, A TENANT.
 BY2617'
 BY2617'TO REACH MARSHALLS HOUSE FROM CENTER, TAKE STATE HIGHWAY 7
 BY2617'TOWARD NACOGDOCHES FOR 4.2 MILES.  AT THIS POINT THE OLD
 BY2617'CENTER-NACOGDOCHES ROAD TURNS OFF TO THE LEFT FROM STATE
 BY2617'HIGHWAY 7.  TAKE THE OLD ROAD FOR A DISTANCE OF 3.0 MILES
 BY2617'TO MARSHALLS HOUSE.  WALK UP THE PROMINENT HILL BEHIND THE
 BY2617'HOUSE TO STATION.
 BY2617
 BY2617                          STATION RECOVERY (1949)
 BY2617
 BY2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GLS)
 BY2617'LETTER OF LT. G.L. SHORT, GENERAL DELIVERY, LUFKIN, TEX,
 BY2617'DATED 3/15/49--
 BY2617'
 BY2617'STATION WAS RECOVERED BUT IT HAS BEEN DISTURBED AND IS LEANING
 BY2617'SO BADLY THAT IT DOES NOT PRESENT A HIGH POINT.
 BY2617'
 BY2617'THE REFERENCE MARK WAS SEARCHED FOR BUT NOT FOUND.  A BROKEN
 BY2617'PORTION OF A CONCRETE POST WHICH PROBABLY IS THE REMAINS
 BY2617'OF THE MARK IS LYING ON THE SURFACE OF THE GROUND IN THE
 BY2617'APPROXIMATE LOCATION OF THE MARK.  NO DISK WAS FOUND.
 BY2617
 BY2617                          STATION RECOVERY (1956)
 BY2617
 BY2617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BY2617'TO REACH THE STATION FROM THE COURTHOUSE AT CENTER, TEXAS,
 BY2617'GO SW ON STATE HIGHWAY 7 FOR 6.4 MILES TO A ROAD LEADING SE.
 BY2617'TURN LEFT AND GO SE 0.1 MILE TO A BRICK HOUSE ON THE EAST
 BY2617'SIDE OF THE ROAD.  TURN LEFT AND GO GENERALLY EAST 0.1 MILE
 BY2617'PASSING BETWEEN THE HOUSE AND A CHICKEN HOUSE, TO A Y-ROAD
 BY2617'FORK AT A GATE.  TAKE LEFT FORK AND GO 0.1 MILE TO A GROUP
 BY2617'OF TREES AT THE HEAD OF A GULLY.  TURN LEFT AND GO ABOUT 300
 BY2617'FEET TO THE TOP OF THE HILL AND STATION.
 BY2617'
 BY2617'NOTE-THE STATION IS LEANING TO THE WEST AT ABOUT A 30 DEGREE
 BY2617'ANGLE FROM THE VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3072 ***********************************************************************
 CS3072  DESIGNATION -  COVINGTON
 CS3072  PID         -  CS3072
 CS3072  STATE/COUNTY-  TX/HILL
 CS3072  USGS QUAD   -  COVINGTON (1978)
 CS3072
 CS3072                         *CURRENT SURVEY CONTROL
 CS3072  ___________________________________________________________________
 CS3072* NAD 83(1993)-  32 11 44.44311(N)    097 15 32.47583(W)     ADJUSTED  
 CS3072* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 CS3072  ___________________________________________________________________
 CS3072  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CS3072  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CS3072
 CS3072  HORZ ORDER  -  SECOND
 CS3072
 CS3072.The horizontal coordinates were established by classical geodetic methods
 CS3072.and adjusted by the National Geodetic Survey in February 1996..
 CS3072
 CS3072.The orthometric height was scaled from a topographic map.
 CS3072
 CS3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3072
 CS3072.The geoid height was determined by GEOID03.
 CS3072
 CS3072;                    North         East     Units Scale Factor Converg.
 CS3072;SPC TXNC     - 2,059,354.777   717,009.598   MT  0.99998332   +0 40 36.6
 CS3072;SPC TXNC     - 6,756,399.80  2,352,388.99   sFT  0.99998332   +0 40 36.6
 CS3072;UTM  14      - 3,563,454.210   664,105.561   MT  0.99993212   +0 55 40.2
 CS3072
 CS3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3072!SPC TXNC     -   0.99996771  x   0.99998332  =   0.99995103
 CS3072!UTM  14      -   0.99996771  x   0.99993212  =   0.99989983
 CS3072
 CS3072:                Primary Azimuth Mark                     Grid Az
 CS3072:SPC TXNC     -  COVINGTON AZ MK                          010 03 37.4
 CS3072:UTM  14      -  COVINGTON AZ MK                          009 48 33.8
 CS3072
 CS3072|---------------------------------------------------------------------|
 CS3072| PID    Reference Object                     Distance      Geod. Az  |
 CS3072|                                                           dddmmss.s |
 CS3072| CX9336 COVINGTON AZ MK                                    0104414.0 |
 CS3072| CX9337 COVINGTON RM 1                       37.655 METERS 03935     |
 CS3072| CS3048 GRANDVIEW MUNICIPAL STANDPIPE       APPROX.11.2 KM 0411741.3 |
 CS3072| CX9338 COVINGTON RM 2                       39.054 METERS 16607     |
 CS3072| CS3074 COVINGTON WATER TANK                APPROX. 1.9 KM 1733021.8 |
 CS3072| CS3073 WACO FORT WORTH ARIWAY BCN 48       APPROX. 6.2 KM 3382205.4 |
 CS3072|---------------------------------------------------------------------|
 CS3072
 CS3072                          SUPERSEDED SURVEY CONTROL
 CS3072
 CS3072  NAD 83(1986)-  32 11 44.44961(N)    097 15 32.45576(W) AD(       ) 2
 CS3072  NAD 27      -  32 11 43.90800(N)    097 15 31.41000(W) AD(       ) 2
 CS3072
 CS3072.Superseded values are not recommended for survey control.
 CS3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3072.See file dsdata.txt to determine how the superseded data were derived.
 CS3072
 CS3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6410663454(NAD 83)
 CS3072_MARKER: DS = TRIANGULATION STATION DISK
 CS3072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3072
 CS3072  HISTORY     - Date     Condition        Report By
 CS3072  HISTORY     - 1948     MONUMENTED       CGS
 CS3072  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 CS3072
 CS3072                          STATION DESCRIPTION
 CS3072
 CS3072'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3072'LOCATED ABOUT 1 MILE NORTH OF COVINGTON, 15 MILES NORTHWEST
 CS3072'OF HILLSBORO AND 7 MILES WEST-NORTHWEST OF ITASCA.  ALONG
 CS3072'THE WEST SIDE OF STATE HIGHWAY 171 AND ON PROPERTY OWNED BY
 CS3072'MR. WISEMAN OF COVINGTON.  IT IS 54 FEET WEST OF THE APPROXIMATE
 CS3072'CENTERLINE OF THE HIGHWAY, 21 FEET WEST OF A WHITE WITNESS
 CS3072'POST AND ALONG THE NORTH SIDE OF A DRIVEWAY.  THE MARK IS
 CS3072'FLUSH WITH THE GROUND AND THE DISK IS STAMPED COVINGTON 1948.
 CS3072'
 CS3072'REFERENCE MARK NO. 1 IS 123.54 FEET NORTHWEST OF THE STATION,
 CS3072'ON THE OPPOSITE SIDE OF THE HIGHWAY AND 34 FEET EAST OF ITS
 CS3072'APPROXIMATE CENTERLINE, 39 FEET SOUTH OF A LARGE OAK TREE
 CS3072'AND 2 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 6
 CS3072'INCHES AND THE DISC IS STAMPED COVINGTON NO 1 1948.
 CS3072'
 CS3072'REFERENCE MARK NO. 2 IS 128.13 FEET NORTH-NORTHWEST OF THE
 CS3072'STATION, 34 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE
 CS3072'HIGHWAY AND 1-1/2 FEET NORTH OF A TELEPHONE POLE.  THE MARK
 CS3072'PROJECTS 6 INCHES AND THE DISC IS STAMPED COVINGTON NO 2 1948.
 CS3072'
 CS3072'AZIMUTH MARK IS ABOUT 0.2 MILE NORTH OF THE STATION, 0.1 MILE
 CS3072'EAST OF STATE HIGHWAY 171.  IT IS 48 FEET SOUTHEAST OF THE
 CS3072'SOUTHEAST CORNER OF A WHITE FARMHOUSE, 1.8 FEET EAST OF A
 CS3072'WHITE WITNESS POST AND IN A FENCE LINE.  THE MARK PROJECTS
 CS3072'6 INCHES AND THE DISK IS STAMPED COVINGTON 1948.
 CS3072'
 CS3072'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 171
 CS3072'AND FARM HIGHWAY 67 IN COVINGTON GO NORTHERLY ON STATE HIGHWAY
 CS3072'171 FOR 1.2 MILES TO FARM HOUSE ON THE RIGHT OR WEST AND THE
 CS3072'STATION SITE ON THE NORTH SIDE OF THE RATHER WIDE DRIVEWAY.
 CS3072'TO REACH THE AZIMUTH MARK CONTINUE NORTH ON STATE HIGHWAY 171
 CS3072'FOR 0.2 MILE TO A DRIVEWAY ON THE RIGHT OR EAST.  TURN RIGHT
 CS3072'AND FOLLOW DRIVEWAY TO A WHITE FARM HOUSE AND THE MARK NEAR
 CS3072'THE HOUSE AS DESCRIBED ABOVE.  A DISTANCE OF 0.1 MILE.
 CS3072'
 CS3072'A 64 FOOT SIGNAL AT OSCEOLA IS VISIBLE AT 45 FEET.
 CS3072'
 CS3072'A 64 FOOT SIGNAL AT BLANTON IS VISIBLE AT 52 FEET.
 CS3072'
 CS3072'A 77 FOOT SIGNAL AT PARKER IS VISIBLE AT 25 FEET.
 CS3072'
 CS3072'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS3072
 CS3072                          STATION RECOVERY (1999)
 CS3072
 CS3072'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3074 ***********************************************************************
 CS3074  DESIGNATION -  COVINGTON WATER TANK
 CS3074  PID         -  CS3074
 CS3074  STATE/COUNTY-  TX/HILL
 CS3074  USGS QUAD   -  COVINGTON (1978)
 CS3074
 CS3074                         *CURRENT SURVEY CONTROL
 CS3074  ___________________________________________________________________
 CS3074* NAD 83(1993)-  32 10 44.73491(N)    097 15 24.48441(W)     ADJUSTED  
 CS3074* NAVD 88     -                                                        
 CS3074  ___________________________________________________________________
 CS3074  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 CS3074  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CS3074
 CS3074  HORZ ORDER  -  THIRD
 CS3074
 CS3074.The horizontal coordinates were established by classical geodetic methods
 CS3074.and adjusted by the National Geodetic Survey in February 1996..
 CS3074
 CS3074
 CS3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3074
 CS3074.The geoid height was determined by GEOID03.
 CS3074
 CS3074;                    North         East     Units Scale Factor Converg.
 CS3074;SPC TXNC     - 2,057,518.227   717,240.656   MT  0.99998764   +0 40 40.9
 CS3074;SPC TXNC     - 6,750,374.38  2,353,147.05   sFT  0.99998764   +0 40 40.9
 CS3074;UTM  14      - 3,561,618.786   664,344.643   MT  0.99993309   +0 55 42.9
 CS3074
 CS3074                          SUPERSEDED SURVEY CONTROL
 CS3074
 CS3074  NAD 83(1986)-  32 10 44.74145(N)    097 15 24.46439(W) AD(       ) 4
 CS3074  NAD 27      -  32 10 44.20400(N)    097 15 23.42100(W) AD(       ) 3
 CS3074
 CS3074.Superseded values are not recommended for survey control.
 CS3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3074.See file dsdata.txt to determine how the superseded data were derived.
 CS3074
 CS3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6434561619(NAD 83)
 CS3074_MARKER: 51 = TANK
 CS3074
 CS3074  HISTORY     - Date     Condition        Report By
 CS3074  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS3074  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 CS3074
 CS3074                          STATION DESCRIPTION
 CS3074
 CS3074'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS3074'THE STATION IS LOCATED IN THE TOWN OF COVINGTON, 1/2 BLOCK
 CS3074'NORTHEAST OF THE COVINGTON STATE BANK, AND 1 BLOCK EAST OF
 CS3074'STATE HIGHWAY 171.  IT IS A 4 LEGGED, WHITE, STEEL STRUCTURE
 CS3074'WHICH IS 20 FEET SQUARE AT THE BASE, APPROXIMATELY 40 FEET
 CS3074'HIGH, AND IS FLAT ON TOP.
 CS3074'
 CS3074'THE POINT INTERSECTED WAS THE CENTER OF THE TOP.
 CS3074
 CS3074                          STATION RECOVERY (1999)
 CS3074
 CS3074'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0753 ***********************************************************************
 AO0753  DESIGNATION -  COW
 AO0753  PID         -  AO0753
 AO0753  STATE/COUNTY-  TX/ZAVALA
 AO0753  USGS QUAD   -  BATESVILLE NW (1972)
 AO0753
 AO0753                         *CURRENT SURVEY CONTROL
 AO0753  ___________________________________________________________________
 AO0753* NAD 83(1993)-  28 56 15.10375(N)    099 43 49.46788(W)     ADJUSTED  
 AO0753* NAVD 88     -       239.73   (+/-2cm)     786.5    (feet)  VERTCON   
 AO0753  ___________________________________________________________________
 AO0753  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AO0753  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AO0753
 AO0753  HORZ ORDER  -  SECOND
 AO0753  VERT ORDER  -  THIRD ? (See Below)
 AO0753
 AO0753.The horizontal coordinates were established by classical geodetic methods
 AO0753.and adjusted by the National Geodetic Survey in February 1996..
 AO0753
 AO0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0753.The vertical order pertains to the NGVD 29 superseded value.
 AO0753
 AO0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0753
 AO0753.The geoid height was determined by GEOID03.
 AO0753
 AO0753;                    North         East     Units Scale Factor Converg.
 AO0753;SPC TXSC     - 4,122,597.397   528,795.617   MT  0.99988713   -0 21 28.2
 AO0753;SPC TXSC     -13,525,554.96  1,734,890.29   sFT  0.99988713   -0 21 28.2
 AO0753;UTM  14      - 3,201,283.927   428,814.568   MT  0.99966253   -0 21 12.3
 AO0753
 AO0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0753!SPC TXSC     -   0.99996600  x   0.99988713  =   0.99985313
 AO0753!UTM  14      -   0.99996600  x   0.99966253  =   0.99962854
 AO0753
 AO0753|---------------------------------------------------------------------|
 AO0753| PID    Reference Object                     Distance      Geod. Az  |
 AO0753|                                                           dddmmss.s |
 AO0753| CV4639 COW RM 1                              7.979 METERS 07006     |
 AO0753| AO0746 BATESVILLE TANK                     APPROX.11.0 KM 0801913.7 |
 AO0753| AO0754 COW A POINT 1972                     14.292 METERS 21851     |
 AO0753| CV4640 COW RM 2                             13.674 METERS 23616     |
 AO0753| CV4638 COW AZ MK                                          2551700.5 |
 AO0753| AO0755 BM 20 JRF                            21.880 METERS 25748     |
 AO0753| AO0782 LA PRYOR MUN TANK                   APPROX.11.5 KM 2732354.8 |
 AO0753|---------------------------------------------------------------------|
 AO0753
 AO0753                          SUPERSEDED SURVEY CONTROL
 AO0753
 AO0753  NAD 83(1986)-  28 56 15.10167(N)    099 43 49.44703(W) AD(       ) 2
 AO0753  NAD 27      -  28 56 14.20767(N)    099 43 48.24732(W) AD(       ) 2
 AO0753  NGVD 29 (07/19/86)  239.61   (m)          786.1    (f) LEVELING    3  
 AO0753
 AO0753.Superseded values are not recommended for survey control.
 AO0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0753.See file dsdata.txt to determine how the superseded data were derived.
 AO0753
 AO0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2881501284(NAD 83)
 AO0753_MARKER: DS = TRIANGULATION STATION DISK
 AO0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0753
 AO0753  HISTORY     - Date     Condition        Report By
 AO0753  HISTORY     - 1972     MONUMENTED       NGS
 AO0753  HISTORY     - 19970412 GOOD             USPSQD
 AO0753  HISTORY     - 20010507 GOOD             USPSQD
 AO0753
 AO0753                          STATION DESCRIPTION
 AO0753
 AO0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0753'THE STATION IS ABOUT 7 MILES WEST AND 1-1/2 MILES SOUTH OF
 AO0753'BATESVILLE, 7 MILES EAST AND 1/2 MILE SOUTH OF LA PRYOR, 4 MILES EAST
 AO0753'OF A POINT WHERE U.S. HIGHWAY 57 PASSES OVER THE NUECES
 AO0753'RIVER AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 57.
 AO0753'
 AO0753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 57 AND FARM
 AO0753'ROAD 117 IN IN BATESVILLE, GO WEST-SOUTHWEST ON U.S. HIGHWAY 57 FOR
 AO0753'6.8 MILES TO A LARGE NORTH-SOUTH POWER LINE CROSSING THE HIGHWAY AT
 AO0753'THE CREST OF A HILL, CONTINUE WEST-SOUTHWEST ON THE HIGHWAY FOR
 AO0753'0.1 MILE TO THE STATION ON THE RIGHT.
 AO0753'
 AO0753'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST-SOUTHWEST ON U.S.
 AO0753'HIGHWAY 57 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 AO0753'
 AO0753'STATION MARKS ARE STANDARD DISKS, STAMPED COW 1972.  THE SURFACE
 AO0753'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0753'THAT IS 4 INCHE UNDERGROUND.  IT IS 71.0 FEET NORTH-NORTHWEST OF
 AO0753'THE CENTER OF THE HIGHWAY, 53.6 FEET EAST-NORTHEAST OF THE CENTER
 AO0753'OF A METAL GATE, 5.4 FEET EAST OF A WITNESS POST AND 3.6 FEET
 AO0753'SOUTH-SOUTHEAST OF A FENCE.  THE UNDERGROUND MARK IS SET IN
 AO0753'AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND
 AO0753'SURFACE.
 AO0753'
 AO0753'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COW NO 1 1972, SET IN
 AO0753'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0753'WITH THE GROUND.  IT IS 74.0 FEET NORTH-NORTHWEST OF THE CENTER OF
 AO0753'THE HIGHWAY, 30.5 FEET EAST-NORTHEAST OF THE WITNESS POST, 1.4
 AO0753'FEET SOUTH-SOUTHEAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS
 AO0753'THE STATION.
 AO0753'
 AO0753'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COW NO 2 1972, CEMENTED
 AO0753'IN A DRILL HOLE IN THE SOUTHEAST END OF A CONCRETE HEADWALL FOR A
 AO0753'GALVANIZED CULVERT, THAT PROJECTS 18 INCHES ON THE EAST SIDE.  IT
 AO0753'IS 57.0 FEET NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY, 42.4
 AO0753'FEET SOUTHWEST OF THE WITNESS POST, 22.5 FEET SOUTHEAST OF THE
 AO0753'CENTER OF THE GATE, 12.0 FEET EAST-NORTHEAST OF THE CENTER OF A
 AO0753'GRAVEL ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0753'
 AO0753'BENCH MARK (USGS) 20 JRF IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 AO0753'STAMPED 20 JRF 1972, ATTACHED TO THE TOP OF A ROD WHICH IS SET IN A
 AO0753'PLASTIC PIPE FILLED WITH GRAVEL, THAT PROJECTS 2 INCHES.  IT IS
 AO0753'74.0 FEET NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY, 19.0 FEET
 AO0753'WEST-SOUTHWEST OF THE CENTER OF THE GATE, 1.9 FEET EAST OF A
 AO0753'WITNESS POST, 1.3 FEET SOUTH-SOUTHEAST OF THE FENCE AND ABOUT THE
 AO0753'SAME ELAVATION AS THE STATION.
 AO0753'
 AO0753'AZIMUTH MARK IS A STANDARD DISK, STAMPED COW 1972, CEMENTED IN A
 AO0753'DRILL HOLE IN THE NORTHWEST END OF THE WEST CONCRETE HEADWALL FOR
 AO0753'TWO GALVANIZED CULVERTS, THAT PROJECTS 14 INCHES ON THE WEST SIDE.
 AO0753'IT IS 57.0 FEET NORTH-NORTHWEST OF THE CENTER OF U.S. HIGHWAY 57,
 AO0753'23.0 FEET SOUTH OF THE CENTER OF A METAL GATE, 11.0 FEET
 AO0753'WEST-SOUTHWEST OF THE CENTER OF A GRAVEL ROAD AND 0.7 FOOT EAST
 AO0753'OF A WITNESS POST.
 AO0753'
 AO0753'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 AO0753
 AO0753                          STATION RECOVERY (1997)
 AO0753
 AO0753'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0753'RECOVERED IN GOOD CONDITION.
 AO0753
 AO0753                          STATION RECOVERY (2001)
 AO0753
 AO0753'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3242 ***********************************************************************
 BK3242  DESIGNATION -  COW
 BK3242  PID         -  BK3242
 BK3242  STATE/COUNTY-  TX/JASPER
 BK3242  USGS QUAD   -  JASPER EAST (1984)
 BK3242
 BK3242                         *CURRENT SURVEY CONTROL
 BK3242  ___________________________________________________________________
 BK3242* NAD 83(1993)-  30 56 51.32934(N)    093 55 54.03232(W)     ADJUSTED  
 BK3242* NAVD 88     -       109.6    (meters)     360.     (feet)  VERTCON   
 BK3242  ___________________________________________________________________
 BK3242  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 BK3242  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BK3242
 BK3242  HORZ ORDER  -  FIRST
 BK3242
 BK3242.The horizontal coordinates were established by classical geodetic methods
 BK3242.and adjusted by the National Geodetic Survey in February 1996..
 BK3242
 BK3242.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3242
 BK3242.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3242
 BK3242.The geoid height was determined by GEOID03.
 BK3242
 BK3242;                    North         East     Units Scale Factor Converg.
 BK3242;SPC TX C     - 3,159,591.350 1,311,310.090   MT  0.99988218   +3 17 50.0
 BK3242;SPC TX C     -10,366,092.62  4,302,189.85   sFT  0.99988218   +3 17 50.0
 BK3242;UTM  15      - 3,424,165.889   411,006.129   MT  0.99969769   -0 28 44.9
 BK3242
 BK3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3242!SPC TX C     -   0.99998717  x   0.99988218  =   0.99986935
 BK3242!UTM  15      -   0.99998717  x   0.99969769  =   0.99968486
 BK3242
 BK3242:                Primary Azimuth Mark                     Grid Az
 BK3242:SPC TX C     -  COW AZ MK                                081 26 41.8
 BK3242:UTM  15      -  COW AZ MK                                085 13 16.7
 BK3242
 BK3242|---------------------------------------------------------------------|
 BK3242| PID    Reference Object                     Distance      Geod. Az  |
 BK3242|                                                           dddmmss.s |
 BK3242| CV8304 COW AZ MK                                          0844431.8 |
 BK3242| BK3243 JASPER LUMBER CO LOW TANK           APPROX. 6.7 KM 2405025.2 |
 BK3242| CV8305 COW RM 1                             38.987 METERS 24317     |
 BK3242| BK3244 JASPER COUNTY COURTHOUSE TOWER      APPROX. 7.1 KM 2455747.2 |
 BK3242| BL2032 JASPER MUNICIPAL TANK               APPROX. 6.8 KM 2525355.8 |
 BK3242| BK3245 JASPER SW TIMBER CO RADIO MAST      APPROX. 6.5 KM 2824732.8 |
 BK3242| CV8306 COW RM 2                             34.144 METERS 31558     |
 BK3242|---------------------------------------------------------------------|
 BK3242
 BK3242                          SUPERSEDED SURVEY CONTROL
 BK3242
 BK3242  NAD 83(1986)-  30 56 51.33858(N)    093 55 54.02668(W) AD(       ) 1
 BK3242  NAD 27      -  30 56 50.62000(N)    093 55 53.35700(W) AD(       ) 1
 BK3242  NGVD 29 (07/19/86)  109.6    (m)          360.     (f) VERT ANG       
 BK3242
 BK3242.Superseded values are not recommended for survey control.
 BK3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3242.See file dsdata.txt to determine how the superseded data were derived.
 BK3242
 BK3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ1100624166(NAD 83)
 BK3242_MARKER: DS = TRIANGULATION STATION DISK
 BK3242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3242
 BK3242  HISTORY     - Date     Condition        Report By
 BK3242  HISTORY     - 1935     MONUMENTED       CGS
 BK3242  HISTORY     - 1936     GOOD             TSI
 BK3242  HISTORY     - 1941     GOOD             LOCSUR
 BK3242  HISTORY     - 1957     GOOD             CGS
 BK3242  HISTORY     - 1958     GOOD             CGS
 BK3242  HISTORY     - 1966     GOOD             CGS
 BK3242
 BK3242                          STATION DESCRIPTION
 BK3242
 BK3242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3242'STATION IS ABOUT 4 MILES ENE OF JASPER, ON THE SUMMIT
 BK3242'OF A BRUSH COVERED KNOLL, WHICH IS THE HIGHEST POINT
 BK3242'IN THE VICINITY.  THE MARK IS ABOUT 130 YARDS N OF AN
 BK3242'E W ROAD, ABOUT 100 YARDS W OF N S TRAIL, 142 FEET S
 BK3242'OF A LONE 1 FOOT PINE WITH A TRIANGLE BLAZE, 67 FEET
 BK3242'NW OF A LONE 1 FOOT GUM TREE, AND PROJECTS 6 INCHES.
 BK3242'
 BK3242'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BK3242'STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 BK3242'
 BK3242'REFERENCE MARK NO 1 IS SW OF THE STATION, ON THE CREST
 BK3242'OF THE KNOLL, 142.69 FEET FROM REFERENCE MARK NO 2,
 BK3242'AND PROJECTS 3 INCHES.
 BK3242'
 BK3242'REFERENCE MARK NO 2 IS NW OF THE STATION, ON THE NW
 BK3242'SLOPE OF THE KNOLL, AND PROJECTS 3 INCHES.
 BK3242'
 BK3242'THE AZIMUTH MARK IS E OF THE STATION, IN THE S RIGHT
 BK3242'OF WAY LINE OF THE E W ROAD, 70 FEET E OF A CONCRETE
 BK3242'POST RIGHT OF WAY MARKER, AND PROJECTS 4 INCHES.
 BK3242'
 BK3242'TO REACH FROM THE SE CORNER OF THE COURTHOUSE SQUARE
 BK3242'IN JASPER, GO E ON STATE HIGHWAY 63, 1.3 MILES, TAKE
 BK3242'LEFT FORK (LEAVING HIGHWAY 63) AND GO 3.6 MILES TO
 BK3242'THE TOP OF A RISE, AND THE STATION 130 YARDS N.
 BK3242'
 BK3242'A LIGHT 126 FEET ABOVE TOWN COMES INTO VIEW 64 FEET
 BK3242'ABOVE THIS STATION, LIGHTS 126 FEET ABOVE CANEY AND
 BK3242'ZION COMES INTO VIEW 37 FEET ABOVE THIS STATION, AND
 BK3242'LIGHTS 136 FEET ABOVE JAMESTOWN, 126 FEET ABOVE GRAHAM
 BK3242'AND 100 FEET ABOVE JASPER COME INTO VIEW 15 FEET ABOVE
 BK3242'THIS STATION.
 BK3242
 BK3242                          STATION RECOVERY (1936)
 BK3242
 BK3242'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1936
 BK3242'STATION AND ORIGINAL DESCRIPTION GOOD.
 BK3242
 BK3242                          STATION RECOVERY (1941)
 BK3242
 BK3242'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 BK3242'MARK IS IN GOOD CONDITION.
 BK3242
 BK3242                          STATION RECOVERY (1957)
 BK3242
 BK3242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BC)
 BK3242'FOUND AS DESCRIBED IN GOOD CONDITION.  HILL IS NOW COVERED
 BK3242'WITH PINE TIMBER.
 BK3242
 BK3242                          STATION RECOVERY (1958)
 BK3242
 BK3242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JM)
 BK3242'STATION AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED
 BK3242'IN GOOD CONDITION AS DESCRIBED.  THE STATION IS ABOUT
 BK3242'160 FEET NORTH OF S H 63.  ALL WITNESS TREES HAVE BEEN
 BK3242'CUT AND STATION IS NOW IN CLUMP OF SMALL OAK TREES.
 BK3242
 BK3242                          STATION RECOVERY (1966)
 BK3242
 BK3242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3242'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 BK3242'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 BK3242'RECOVERED AND FOUND IN FAIR CONDITION.  IT APPEARS TO
 BK3242'HAVE BEEN HIT BY MACHINERY AND IS SLIGHTLY TILTED.  THE
 BK3242'DIRECTION TO THE AZIMUTH MARK HAS APPARENTLY BEEN ALTERED
 BK3242'BY 38 SECONDS.  THE CURRENT OBSERVATIONS WERE VERIFIED.
 BK3242'DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION
 BK3242'FOLLOWS.
 BK3242'
 BK3242'THE STATION IS ABOUT 12 MILES NORTHWEST OF NEWTON, 4 1/2
 BK3242'MILES NORTHEAST OF JASPER, 0.1 MILE NORTH OF THE BISHOP
 BK3242'CHAPEL MISSIONARY BAPTIST CHURCH, AND ON A TIMBER COVERED
 BK3242'HILL ABOUT 150 YARDS NORTH OF STATE HIGHWAY 63.  IT IS ON
 BK3242'PROPERTY OWNED BY THE SOUTHWESTERN DEVELOPMENT LUMBER
 BK3242'COMPANY.
 BK3242'
 BK3242'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 190
 BK3242'AND STATE HIGHWAY 63 AT THE SOUTHEAST EDGE OF JASPER, GO
 BK3242'NORTHEAST ON STATE HIGHWAY 63 FOR 1.45 MILES TO THE
 BK3242'JUNCTION OF FARM ROAD 776.  CONTINUE EAST ON STATE HIGHWAY
 BK3242'63 FOR 2.1 MILES TO THE BISHOP CHAPEL MISSIONARY BAPTIST
 BK3242'CHURCH ON THE RIGHT AND A TRACK ROAD ON THE LEFT.  (THE
 BK3242'AZIMUTH MARK IS 0.3 MILE EAST OF THIS POINT, ON THE RIGHT
 BK3242'SIDE OF STATE HIGHWAY 63, AS DESCRIBED.)  TURN LEFT AND GO
 BK3242'NORTH ON THE TRACK ROAD FOR 0.1 MILE TO A 16 INCH OAK TREE
 BK3242'WITH TRIANGLE BLAZE ON THE RIGHT.  THE STATION IS ABOUT
 BK3242'100 YARDS WEST OF THE 16 INCH OAK TREE.  IT IS POSSIBLE TO
 BK3242'DRIVE TO THE STATION BY PICKING YOUR WAY THROUGH THE TREES.
 BK3242'
 BK3242'THE STATION IS A STANDARD TRIANGULATION STATION DISK
 BK3242'STAMPED COW 1935, SET IN THE TOP OF A 12 INCH SQUARE
 BK3242'CONCRETE MONUMENT AND PROJECTS 8 INCHES ABOVE THE GROUND
 BK3242'SURFACE.  IT IS 29 1/2 FEET NORTHEAST OF A 10 INCH PINE
 BK3242'TREE WITH TRIANGLE BLAZE, 28 1/2 FEET SOUTHEAST OF AN
 BK3242'8 INCH PINE TREE WITH TRIANGLE BLAZE, AND 5.5 FEET EAST
 BK3242'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BK3242'
 BK3242'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 BK3242'COW NO 1 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 BK3242'MONUMENT AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 BK3242'IT IS 123 FEET WEST SOUTHWEST OF A METAL WITNESS POST WITH
 BK3242'SIGN ATTACHED, 29 FEET WEST OF A 16 INCH PINE TREE, AND
 BK3242'15 FEET SOUTH OF A 6 INCH PINE TREE WITH TRIANGLE BLAZE.
 BK3242'
 BK3242'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 BK3242'COW NO 2 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 BK3242'MONUMENT AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 BK3242'IT IS 112 FEET NORTH NORTHWEST OF A METAL WITNESS POST WITH
 BK3242'SIGN ATTACHED AND 5 1/2 FEET SOUTHWEST OF AN 8 INCH OAK
 BK3242'TREE WITH TRIANGLE BLAZE.
 BK3242'
 BK3242'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 BK3242'COW AZIMUTH 1935, SET IN THE TOP OF A 12 INCH SQUARE
 BK3242'CONCRETE MONUMENT AND PROJECTS 4 INCHES ABOVE THE GROUND
 BK3242'SURFACE.  IT IS 49 FEET SOUTH OF THE CENTER OF STATE
 BK3242'HIGHWAY 63, 7.2 FEET WEST NORTHWEST OF A 12 INCH PINE TREE
 BK3242'WITH TRIANGLE BLAZE, AND 1.8 FEET NORTH OF A METAL WITNESS
 BK3242'POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0727 ***********************************************************************
 EN0727  DESIGNATION -  COW
 EN0727  PID         -  EN0727
 EN0727  STATE/COUNTY-  TX/MOTLEY
 EN0727  USGS QUAD   -  TEE PEE CITY (1981)
 EN0727
 EN0727                         *CURRENT SURVEY CONTROL
 EN0727  ___________________________________________________________________
 EN0727* NAD 83(1993)-  34 03 10.24065(N)    100 31 18.06401(W)     ADJUSTED  
 EN0727* NAVD 88     -       667.6    (meters)    2190.     (feet)  VERTCON   
 EN0727  ___________________________________________________________________
 EN0727  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 EN0727  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 EN0727
 EN0727  HORZ ORDER  -  FIRST
 EN0727
 EN0727.The horizontal coordinates were established by classical geodetic methods
 EN0727.and adjusted by the National Geodetic Survey in February 1996..
 EN0727
 EN0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0727
 EN0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0727
 EN0727.The geoid height was determined by GEOID03.
 EN0727
 EN0727;                    North         East     Units Scale Factor Converg.
 EN0727;SPC TXNC     - 2,266,414.774   413,349.673   MT  1.00002518   -1 06 09.4
 EN0727;SPC TXNC     - 7,435,729.14  1,356,131.39   sFT  1.00002518   -1 06 09.4
 EN0727;UTM  14      - 3,769,059.764   359,556.610   MT  0.99984315   -0 51 08.0
 EN0727
 EN0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0727!SPC TXNC     -   0.99989956  x   1.00002518  =   0.99992474
 EN0727!UTM  14      -   0.99989956  x   0.99984315  =   0.99974272
 EN0727
 EN0727|---------------------------------------------------------------------|
 EN0727| PID    Reference Object                     Distance      Geod. Az  |
 EN0727|                                                           dddmmss.s |
 EN0727| CX7008 COW RM 2                             12.399 METERS 01727     |
 EN0727| EN0709 PADUCAH PANHANDLE CO TANK           APPROX.20.6 KM 0992052.6 |
 EN0727| CX7007 COW RM 1                             10.970 METERS 11738     |
 EN0727| CX7006 COW AZ MK                                          2914612.8 |
 EN0727|---------------------------------------------------------------------|
 EN0727
 EN0727                          SUPERSEDED SURVEY CONTROL
 EN0727
 EN0727  NAD 83(1993)-  34 03 10.24224(N)    100 31 18.06334(W) AD(       ) 1
 EN0727  NAD 83(1986)-  34 03 10.24630(N)    100 31 18.05682(W) AD(       ) 1
 EN0727  NAD 27      -  34 03 09.97100(N)    100 31 16.62000(W) AD(       ) 1
 EN0727  NGVD 29 (07/19/86)  667.4    (m)         2190.     (f) VERT ANG       
 EN0727
 EN0727.Superseded values are not recommended for survey control.
 EN0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0727.See file dsdata.txt to determine how the superseded data were derived.
 EN0727
 EN0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC5955769060(NAD 83)
 EN0727_MARKER: DS = TRIANGULATION STATION DISK
 EN0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0727
 EN0727  HISTORY     - Date     Condition        Report By
 EN0727  HISTORY     - 1935     MONUMENTED       CGS
 EN0727  HISTORY     - 1938     GOOD             TXHD
 EN0727  HISTORY     - 1948     GOOD             HUMBLE
 EN0727  HISTORY     - 1964     GOOD             CGS
 EN0727  HISTORY     - 1965     GOOD             CGS
 EN0727  HISTORY     - 1967     GOOD             CGS
 EN0727
 EN0727                          STATION DESCRIPTION
 EN0727
 EN0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0727'STATION IS LOCATED 13 MILES WNW OF PADUCAH, 17.5 MILES ENE OF
 EN0727'MATADOR AND LESS THAN 1/4 MILE W OF THE COUNTY LINE IN COW
 EN0727'PASTURE OF THE MATADOR RANCH WHICH IS OWNED BY THE MATADOR
 EN0727'LAND AND CATTLE COMPANY.  IT IS ON A PROMINENT GRAVEL HILL
 EN0727'WHICH IS ABOUT 1/2 MILE S OF THE JUNCTION OF TURTLE HOLE,
 EN0727'COW AND EAST PASTURES, WHICH JUNCTION IS AT A LARGE EARTH
 EN0727'TANK, ON HIGHEST GROUND IN VICINITY WITH THE EXCEPTION OF THAT
 EN0727'TO THE W, WHICH BUILDS UP FOR ABOUT 2 MILES AND IS SLIGHTLY
 EN0727'HIGHER.  MARK IS SET ON TOP OF HILL 600 FEET SW AND 135 FEET
 EN0727'WNW OF A SSW-NNE FENCE DIVIDING E AND COW PASTURES AT THIS
 EN0727'POINT.  THERE IS A DEEP CANYON TO THE W, BUT THE GROUND
 EN0727'BUILDS UP GRADUALLY FROM OTHER DIRECTIONS.
 EN0727'
 EN0727'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0727'BRONZE DISKS SET IN CONCRET.
 EN0727'
 EN0727'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE W OF STATION.  REACHED
 EN0727'BY GOING BACK ON ROAD TO STATION 0.8 MILE, FROM THIS POINT
 EN0727'MARK IS ABOUT 200 FEET SE OF ROAD.
 EN0727'
 EN0727'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 70 WHICH
 EN0727'IS ONE BLOCK S OF THE COURTHOUSE IN PADUCAH, BY GOING W ON
 EN0727'U.S. HIGHWAY 70 FOR 16.95 MILES OR 4.4 MILES BEYOND COUNTY
 EN0727'LINE WHICH IS CROSSED JUST AFTER GOING OVER RAILROAD BRIDGE
 EN0727'OR 0.75 MILE PAST HIGHWAY MARKER NO. 4 ON RIGHT, THEN RIGHT
 EN0727'(N) THROUGH WIRE GATE AND GO 0.05 MILE TO ROAD FORK, TAKE
 EN0727'RIGHT FORK N AND FOLLOW MAIN-TRAVELED ROAD ACROSS PASTURE
 EN0727'0.9 MILE TO POWER LINE, CONTINUE 0.45 MILE AND TAKE MAIN
 EN0727'RIGHT FORK E ABOUT 450 FEET BEFORE COMING TO THE RUINS OF AN
 EN0727'OLD HOUSE AND GO 0.15 MILE, TURN LEFT (N) THROUGH WOODEN GATE
 EN0727'IN N-S FENCE, THEN RIGHT (E) AGAIN AND CONTINUE EASTERLY ON
 EN0727'MAIN ROAD 1.0 MILE, TAKE MAIN RIGHT FORK AND GO 1.4 MILES TO
 EN0727'A WOODEN GATE IN A N-S FENCE, JUST N OF A FENCE CORNER, GO
 EN0727'THROUGH GATE AND CONTINUE ON MAIN ROAD ON RIDGE IN
 EN0727'EASTERLY DIRECTION 3.2 MILES TO A WIRE GATE IN SW-NE FENCE,
 EN0727'TURN RIGHT LEAVING BEFORE GOING THROUGH GATE AND FOLLOW
 EN0727'FENCE LINE SW 0.25 MILE TO TOP OF KNOLL AND STATION.
 EN0727'
 EN0727'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 EN0727
 EN0727                          STATION RECOVERY (1938)
 EN0727
 EN0727'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EN0727'DESCRIPTION ADEQUATE.  STATION AND REFERENCE MARKS WERE
 EN0727'FOUND IN GOOD CONDITION.  NO ATTEMPT MADE TO RECOVER THE
 EN0727'AZIMUTH MARK.
 EN0727
 EN0727                          STATION RECOVERY (1948)
 EN0727
 EN0727'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1948 (HAW)
 EN0727'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 EN0727
 EN0727                          STATION RECOVERY (1964)
 EN0727
 EN0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0727'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 EN0727'STATION IS NOW ON THE PROPERTY OF THE ADAMS RANCH.
 EN0727
 EN0727                          STATION RECOVERY (1965)
 EN0727
 EN0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0727'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AND THE
 EN0727'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS
 EN0727'TO THE REFERENCE MARKS WERE VERIFIED.  THE DISTANCES TO THE
 EN0727'REFERENCE MARKS WERE NOT VERIFIED.  THE AZIMUTH MARK SHOWED
 EN0727'NO SIGNS OF HAVING BEEN DAMAGED, HOWEVER, THE DIRECTION
 EN0727'MISSED THE PREVIOUS DIRECTION BY 09.4 SECONDS.  A COMPLETE
 EN0727'NEW DESCRIPTION FOLLOWS--
 EN0727'
 EN0727'THE STATION IS 18 MILES EAST-NORTHEAST OF MATADOR, 12 MILES
 EN0727'WEST-NORTHWEST OF PADUCAH, 3-1/2 MILE NORTH OF U.S. HIGHWAY
 EN0727'70, ON THE SUMMIT OF A PROMINENT, BRUSHY KNOLL AND ON PROPERTY
 EN0727'OWNED BY THE ADAMS RANCH.
 EN0727'
 EN0727'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70
 EN0727'AND STATE HIGHWAY 70, AT THE WEST EDGE OF MATADOR, GO EAST
 EN0727'ON U.S. HIGHWAY 70 FOR 10.9 MILES TO A ROADSIDE PARK ON THE
 EN0727'LEFT.  CONTINUE EAST ON HIGHWAY 70 FOR 2.9 MILES TO THREE
 EN0727'GATES ON THE RIGHT AND A METAL GATE ON THE LEFT.  TURN LEFT,
 EN0727'PASS THROUGH THE GATE, TAKE THE RIGHT FORK AND GO NORTHERLY
 EN0727'ON A TRACK ROAD FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH
 EN0727'THE GATE AND CONTINUE NORTHERLY ON A TRACK ROAD FOR 1.1 MILES
 EN0727'TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH FOR 0.9 MILE
 EN0727'TO A FORK.  TAKE THE RIGHT FORK AND GO EASTERLY FOR 1.7
 EN0727'MILES TO A BOARD GATE.  PASS THROUGH THE GATE AND GO EAST
 EN0727'FOR 1.0 MILE TO A RREVERSE FORK.  BEAR LEFT AND GO
 EN0727'NORTHEAST ON A BLADED ROAD FOR 1.0 MILE TO A WIRE GATE
 EN0727'ON THE LEFT AT A T-FENCE CORNER.  CONTINUE NORTHEAST
 EN0727'FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND GO EAST FOR
 EN0727'0.55 MILE TO A DIM TRACK ROAD ON THE RIGHT.* CONTINUE
 EN0727'EAST FOR 0.5 MILE TO A FORK NEAR A FENCE CORNER.  TURN
 EN0727'RIGHT AND GO SOUTH ON A TRACK ROAD FOR 0.3 MILE TO THE
 EN0727'STATION ON THE RIGHT.
 EN0727'
 EN0727'STATION MARK IS A STANDARD DISK STAMPED COW 1935, SET IN
 EN0727'THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT PROJECTS 3
 EN0727'INCHES.  IT IS 110 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 EN0727'AND 45 FEET EAST OF THE WEST EDGE OF THE KNOLL.
 EN0727'
 EN0727'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COW NO 1 1935,
 EN0727'IS SET IN A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 EN0727'INCHES.  IT IS 78 FEET WEST OF THE TRACK ROAD.
 EN0727'
 EN0727'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COW NO 2 1935,
 EN0727'IS SET IN A 12-INCH SQUARE CONCRETE POST, THAT PROJECTS 7
 EN0727'INCHES.  IT IS 114 FEET WEST OF THE TRACK ROAD, AND 30 FEET
 EN0727'EAST OF THE WEST EDGE OF THE KNOLL.
 EN0727'
 EN0727'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED COW
 EN0727'AZI 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 EN0727'WHICH PROJECTS 6 INCHES.  IT IS ABOUT 100 YARDS WEST OF A
 EN0727'SMALL KNOLL, AND 21 FEET SOUTHWEST OF A DIM TRACK ROAD.
 EN0727'
 EN0727'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHERLY ON
 EN0727'A DIM TRACK ROAD, ALONG A DRAINAGE DITCH FOR 0.05 MILE TO THE
 EN0727'MARK ON THE RIGHT.
 EN0727'
 EN0727'HEIGHT OF LIGHT ABOVE STATION MARK 60 FEET.
 EN0727'
 EN0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES WNW
 EN0727
 EN0727                          STATION RECOVERY (1967)
 EN0727
 EN0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0727'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 EN0727'WERE RECOVERED AS DESCRIBED IN 1965 BY J.C.C.  WITNESS POSTS
 EN0727'WERE NOT SET IN 1935 AND THE DISTANCE BETWEEN THE REFERENCE
 EN0727'MARKS WAS NOT MEASURED.  FOLLOWING ARE THE MEASUREMENTS--
 EN0727'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 58.90 FEET, 17.952
 EN0727'METERS.  WITNESS POSTS WERE SET 6.1 FEET WEST OF THE STATION AND
 EN0727'1.4 FEET SOUTH OF THE AZIMUTH MARK.
 EN0727'
 EN0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 EN0727'WEST-NORTHWEST OF PADUCAH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0984 ***********************************************************************
 CB0984  DESIGNATION -  COW
 CB0984  PID         -  CB0984
 CB0984  STATE/COUNTY-  TX/UPTON
 CB0984  USGS QUAD   -  SEVENMILE CORNER SE (1970)
 CB0984
 CB0984                         *CURRENT SURVEY CONTROL
 CB0984  ___________________________________________________________________
 CB0984* NAD 83(1993)-  31 20 12.56859(N)    101 50 45.59969(W)     ADJUSTED  
 CB0984* NAVD 88     -       831.     (meters)    2726.     (feet)  SCALED    
 CB0984  ___________________________________________________________________
 CB0984  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 CB0984  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0984
 CB0984  HORZ ORDER  -  THIRD
 CB0984
 CB0984.The horizontal coordinates were established by classical geodetic methods
 CB0984.and adjusted by the National Geodetic Survey in February 1996..
 CB0984
 CB0984.The orthometric height was scaled from a topographic map.
 CB0984
 CB0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0984
 CB0984.The geoid height was determined by GEOID03.
 CB0984
 CB0984;                    North         East     Units Scale Factor Converg.
 CB0984;SPC TX C     - 3,186,125.578   556,063.171   MT  0.99989881   -0 46 44.8
 CB0984;SPC TX C     -10,453,147.00  1,824,350.59   sFT  0.99989881   -0 46 44.8
 CB0984;UTM  14      - 3,470,430.942   229,211.774   MT  1.00050453   -1 28 51.7
 CB0984
 CB0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0984!SPC TX C     -   0.99987327  x   0.99989881  =   0.99977209
 CB0984!UTM  14      -   0.99987327  x   1.00050453  =   1.00037773
 CB0984
 CB0984:                Primary Azimuth Mark                     Grid Az
 CB0984:SPC TX C     -  FENCE RESET                              052 33 54.3
 CB0984:UTM  14      -  FENCE RESET                              053 16 01.2
 CB0984
 CB0984|---------------------------------------------------------------------|
 CB0984| PID    Reference Object                     Distance      Geod. Az  |
 CB0984|                                                           dddmmss.s |
 CB0984| CB0967 FENCE RESET                         APPROX.11.6 KM 0514709.5 |
 CB0984|---------------------------------------------------------------------|
 CB0984
 CB0984                          SUPERSEDED SURVEY CONTROL
 CB0984
 CB0984  NAD 83(1986)-  31 20 12.57811(N)    101 50 45.58451(W) AD(       ) 3
 CB0984  NAD 27      -  31 20 12.04595(N)    101 50 44.12820(W) AD(       ) 3
 CB0984
 CB0984.Superseded values are not recommended for survey control.
 CB0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0984.See file dsdata.txt to determine how the superseded data were derived.
 CB0984
 CB0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV2921270431(NAD 83)
 CB0984_MARKER: Z = SEE DESCRIPTION
 CB0984_SETTING: 0 = UNSPECIFIED SETTING
 CB0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0984
 CB0984  HISTORY     - Date     Condition        Report By
 CB0984  HISTORY     - 1920     MONUMENTED       USGS
 CB0984
 CB0984                          STATION DESCRIPTION
 CB0984
 CB0984'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 CB0984'LOCATED ABOUT 11 MI. NE. OF RANKIN, ABOUT 1 MI. SE. OF THE OLD RANKIN
 CB0984'STILES RD., NOW NO LONGER USED AS A FIRST-CLASS RD., AND ABOUT AT
 CB0984'RIGHT ANGLES ACROSS THE RD. FROM A WINDMILL IN A LARGE OPEN FLAT NW.
 CB0984'OF THE RD.  THE STATION IS ON THE HIGHEST PART OF A LOW GRADUAL RISE
 CB0984'THAT FORMS THE HIGHEST POINT WITHIN SEVERAL MILES.
 CB0984'
 CB0984'STATION MARK - STANDARD IRON BENCH MARK POST, PROJECTING 10 IN. ABOVE
 CB0984'GROUND.
 CB0984'
 CB0984'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0794 ***********************************************************************
 CV0794  DESIGNATION -  COWDEN
 CV0794  PID         -  CV0794
 CV0794  STATE/COUNTY-  TX/ECTOR
 CV0794  USGS QUAD   -  GARDENDALE (1974)
 CV0794
 CV0794                         *CURRENT SURVEY CONTROL
 CV0794  ___________________________________________________________________
 CV0794* NAD 83(1993)-  32 03 40.03203(N)    102 26 33.13542(W)     ADJUSTED  
 CV0794* NAVD 88     -       928.1    (meters)    3045.     (feet)  VERTCON   
 CV0794  ___________________________________________________________________
 CV0794  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 CV0794  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CV0794
 CV0794  HORZ ORDER  -  SECOND
 CV0794
 CV0794.The horizontal coordinates were established by classical geodetic methods
 CV0794.and adjusted by the National Geodetic Survey in February 1996..
 CV0794
 CV0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0794
 CV0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0794
 CV0794.The geoid height was determined by GEOID03.
 CV0794
 CV0794;                    North         East     Units Scale Factor Converg.
 CV0794;SPC TX C     - 3,267,343.180   500,828.443   MT  1.00005260   -1 05 10.9
 CV0794;SPC TX C     -10,719,608.42  1,643,134.65   sFT  1.00005260   -1 05 10.9
 CV0794;SPC TXNC     - 2,050,727.773   227,784.225   MT  1.00002078   -2 09 00.9
 CV0794;SPC TXNC     - 6,728,096.04    747,322.08   sFT  1.00002078   -2 09 00.9
 CV0794;UTM  13      - 3,550,071.927   741,440.865   MT  1.00031896   +1 21 29.6
 CV0794
 CV0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0794!SPC TX C     -   0.99985805  x   1.00005260  =   0.99991064
 CV0794!SPC TXNC     -   0.99985805  x   1.00002078  =   0.99987882
 CV0794!UTM  13      -   0.99985805  x   1.00031896  =   1.00017696
 CV0794
 CV0794|---------------------------------------------------------------------|
 CV0794| PID    Reference Object                     Distance      Geod. Az  |
 CV0794|                                                           dddmmss.s |
 CV0794| CH8685 COWDEN RM 1                          24.043 METERS 15432     |
 CV0794| CH8684 COWDEN RM                            30.556 METERS 24941     |
 CV0794| CH8683 COWDEN AZ MK                                       3472216.8 |
 CV0794|---------------------------------------------------------------------|
 CV0794
 CV0794                          SUPERSEDED SURVEY CONTROL
 CV0794
 CV0794  NAD 83(1993)-  32 03 40.03443(N)    102 26 33.12776(W) AD(       ) 2
 CV0794  NAD 83(1986)-  32 03 40.03320(N)    102 26 33.12750(W) AD(       ) 2
 CV0794  NAD 27      -  32 03 39.60400(N)    102 26 31.59400(W) AD(       ) 2
 CV0794  NGVD 29 (07/19/86)  927.7    (m)         3044.     (f) VERT ANG       
 CV0794
 CV0794.Superseded values are not recommended for survey control.
 CV0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0794.See file dsdata.txt to determine how the superseded data were derived.
 CV0794
 CV0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR4144150072(NAD 83)
 CV0794_MARKER: DS = TRIANGULATION STATION DISK
 CV0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0794
 CV0794  HISTORY     - Date     Condition        Report By
 CV0794  HISTORY     - 1935     MONUMENTED       CGS
 CV0794  HISTORY     - 1937     GOOD             TXGS
 CV0794  HISTORY     - 1957     GOOD             CGS
 CV0794  HISTORY     - 1958     GOOD             HUMBLE
 CV0794  HISTORY     - 1970     MARK NOT FOUND   NGS
 CV0794
 CV0794                          STATION DESCRIPTION
 CV0794
 CV0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0794'STATION COWDEN IS ABOUT 15 MILES N OF ODESSA, AND IS LOCATED
 CV0794'ON A RIDGE OVERLOOKING THE COWDEN OIL FIELD TO THE SW.  IT IS
 CV0794'2.0 MILES S OF THE ANDREWS-ECTOR COUNTY LINE.  THE STATION
 CV0794'IS 63 FEET W OF THE CENTER OF STATE HIGHWAY 51, AND IS 12-1/2
 CV0794'FEET W OF THE FENCE ON THE W SIDE OF THE HIGHWAY.  THE MARK
 CV0794'PROJECTS 4 INCHES.
 CV0794'
 CV0794'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0794'BRONZE DISKS SET IN CONCRETE.
 CV0794'
 CV0794'REFERENCE MARK NO. 1 IS S OF THE STATION.  IT IS 1-1/2 FEET
 CV0794'E OF THE FENCE ON THE W SIDE OF THE HIGHWAY.  THE MARK PROJECTS
 CV0794'2 INCHES.
 CV0794'
 CV0794'THE SECOND REFERENCE MARK IS W OF THE STATION.  IT IS A SIXTEEN
 CV0794'PENNY NAIL SET IN A CONCRETE POST.  THE NAIL PROJECTS 1/2
 CV0794'INCH FROM THE CONCRETE.  THE MARK PROJECTS 3 INCHES.
 CV0794'
 CV0794'THE AZIMUTH MARK IS ABOUT 0.4 MILE N OF THE STATION.  IT IS 48
 CV0794'FEET E OF THE CENTER OF THE HIGHWAY AND IS 2 FEET W OF THE
 CV0794'FENCE ON THE E SIDE OF THE HIGHWAY.  THE MARK PROJECTS 5 INCHES.
 CV0794'
 CV0794'THE STATION IS REACHED FROM THE ECTOR COUNTY COURTHOUSE, IN
 CV0794'ODESSA, BY GOING N ON STATE HIGHWAY 51, 15.0 MILES TO THE TOP
 CV0794'OF THE RIDGE AND THE STATION ON THE W SIDE OF THE HIGHWAY.
 CV0794'
 CV0794'A 10-FOOT STAND WAS ERECTED.
 CV0794
 CV0794                          STATION RECOVERY (1937)
 CV0794
 CV0794'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1937
 CV0794'SURFACE, REFERENCE AND AZIMUTH MARKS, WERE AS DESCRIBED.
 CV0794
 CV0794                          STATION RECOVERY (1957)
 CV0794
 CV0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WCR)
 CV0794'THE STATION WAS ESTABLISHED ALONG A 100 FOOT RIGHT-OF-WAY
 CV0794'HIGHWAY.  THE HIGHWAY RIGHT-OF-WAY IS NOW 300 FEET WIDE AND
 CV0794'THE APPROXIMATE SITE OF THE STATION IS NOW UNDER THE SOUTH-BOUND
 CV0794'TRAFFIC LANE.  ALL MARKS AT THIS STATION HAVE BEEN DESTROYED.
 CV0794
 CV0794                          STATION RECOVERY (1958)
 CV0794
 CV0794'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1958
 CV0794'STATE HWY. 51 WIDENED TO 300 A. R.O.W. AND FOUR LANE DIVIDED
 CV0794'HWY. CONSTRUCTED.  STATION WOULD FALL IN SOUTH BOUND TRAFFIC
 CV0794'LANE.  SURFACE STATION MARKER.  REFERENCE MARKS AND AZIMUTH
 CV0794'MARK ALL DESTROYED.  NO SEARCH WAS MADE FOR UNDERGROUND STATION
 CV0794'MARKER.
 CV0794
 CV0794                          STATION RECOVERY (1970)
 CV0794
 CV0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CV0794'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE NOT
 CV0794'FOUND AND APPARENTLY HAVE BEEN DESTROYED.
 CV0794'
 CV0794'THE SOUTH BOUND LANE OF U.S. HIGHWAY 385 IS OVER THE LOCATION
 CV0794'OF THE STATION MARK AND REFERENCE MARK NO. 1.  THE SECOND
 CV0794'REFERENCE MARK LOCATION IS WITHIN 5 FEET OF THE WEST R.O.W.
 CV0794'FENCE, BUT IT WAS NOT RECOVERED.  THE AZIMUTH MARK LOCATION IS
 CV0794'NEAR THE CENTER OF THE EAST R.O.W. WHICH HAS BEEN WIDENED AND
 CV0794'GRADED OUT.
 CV0794'
 CV0794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15
 CV0794'MILES NORTH OF ODESSA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1349 ***********************************************************************
 DN1349  DESIGNATION -  COWEN
 DN1349  PID         -  DN1349
 DN1349  STATE/COUNTY-  TX/WISE
 DN1349  USGS QUAD   -  PECAN CREEK (1978)
 DN1349
 DN1349                         *CURRENT SURVEY CONTROL
 DN1349  ___________________________________________________________________
 DN1349* NAD 83(1993)-  33 19 00.43936(N)    097 36 26.87060(W)     ADJUSTED  
 DN1349* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 DN1349  ___________________________________________________________________
 DN1349  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DN1349  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DN1349
 DN1349  HORZ ORDER  -  FIRST
 DN1349
 DN1349.The horizontal coordinates were established by classical geodetic methods
 DN1349.and adjusted by the National Geodetic Survey in February 1996..
 DN1349
 DN1349.The orthometric height was scaled from a topographic map.
 DN1349
 DN1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1349
 DN1349.The geoid height was determined by GEOID03.
 DN1349
 DN1349;                    North         East     Units Scale Factor Converg.
 DN1349;SPC TXNC     - 2,183,335.716   683,100.300   MT  0.99988329   +0 29 12.4
 DN1349;SPC TXNC     - 7,163,160.59  2,241,138.23   sFT  0.99988329   +0 29 12.4
 DN1349;UTM  14      - 3,687,272.375   629,623.144   MT  0.99980716   +0 45 53.9
 DN1349
 DN1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1349!SPC TXNC     -   0.99995024  x   0.99988329  =   0.99983354
 DN1349!UTM  14      -   0.99995024  x   0.99980716  =   0.99975741
 DN1349
 DN1349|---------------------------------------------------------------------|
 DN1349| PID    Reference Object                     Distance      Geod. Az  |
 DN1349|                                                           dddmmss.s |
 DN1349| CX9340 COWEN RM 1                           54.620 METERS 12046     |
 DN1349| DN1358 DECATUR WAGGONER ESTATE CUPOLA      APPROX. 9.6 KM 1625424.9 |
 DN1349| DN1355 DECATUR WISE CO CTHSE CUPOLA        APPROX. 9.3 KM 1680950.2 |
 DN1349| DN1359 DECATUR MUNICIPAL TANK              APPROX. 9.3 KM 1683116.8 |
 DN1349| DN1366 BRIDGEPORT MUNICIPAL TANK           APPROX.17.5 KM 2293527.2 |
 DN1349| DN1372 CHICO MUNICIPAL TANK                APPROX.17.2 KM 2633143.4 |
 DN1349| DN1352 ALVORD MUNICIPAL TANK               APPROX. 9.4 KM 3024837.3 |
 DN1349| CX9341 COWEN RM 2                           23.034 METERS 32936     |
 DN1349| CX9339 COWEN AZ MK                                        3512031.3 |
 DN1349|---------------------------------------------------------------------|
 DN1349
 DN1349                          SUPERSEDED SURVEY CONTROL
 DN1349
 DN1349  NAD 83(1993)-  33 19 00.44105(N)    097 36 26.86358(W) AD(       ) 1
 DN1349  NAD 83(1986)-  33 19 00.44392(N)    097 36 26.85659(W) AD(       ) 1
 DN1349  NAD 27      -  33 19 00.03070(N)    097 36 25.75030(W) AD(       ) 1
 DN1349
 DN1349.Superseded values are not recommended for survey control.
 DN1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1349.See file dsdata.txt to determine how the superseded data were derived.
 DN1349
 DN1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2962387272(NAD 83)
 DN1349_MARKER: DS = TRIANGULATION STATION DISK
 DN1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1349
 DN1349  HISTORY     - Date     Condition        Report By
 DN1349  HISTORY     - 1935     MONUMENTED       CGS
 DN1349  HISTORY     - 1937     GOOD             CGS
 DN1349  HISTORY     - 1937     GOOD             TXHD
 DN1349  HISTORY     - 1940     GOOD             TSI
 DN1349  HISTORY     - 1946     GOOD             CGS
 DN1349  HISTORY     - 1949     GOOD             CGS
 DN1349  HISTORY     - 1956     GOOD             CGS
 DN1349  HISTORY     - 1960     GOOD             CGS
 DN1349  HISTORY     - 1967     GOOD             CGS
 DN1349
 DN1349                          STATION DESCRIPTION
 DN1349
 DN1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1349'STATION IS ABOUT 6 MILES NNW OF DECATUR, 6 MILES SE OF ALVORD,
 DN1349'ON A SMALL KNOB ON THE TOP OF A BARE HILL, AND IN A PASTURE.
 DN1349'IT IS 199 FEET WEST OF THE MACADAM ROAD LEADING NORTH PAST
 DN1349'THE STATION, AND 10 FEET SOUTH OF AN E-W FENCE OVER THE TOP
 DN1349'OF THE KNOB.
 DN1349'
 DN1349'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 DN1349'IN THE TOP OF CONCRETE POSTS.  STATION MARK PROJECTS 4 INCHES.
 DN1349'
 DN1349'REFERENCE MARK 1 IS ESE OF THE STATION, 1 FOOT WEST OF THE WEST
 DN1349'RIGHT-OF-WAY FENCE OF THE ROAD, OPPOSITE A SMALL CURVE IN
 DN1349'THE ROAD, 248.02 FEET SE OF REFERENCE MARK 2, AND PROJECTS 3
 DN1349'INCHES.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 DN1349'CONCRETE POST.
 DN1349'
 DN1349'REFERENCE MARK 2 IS NW OF THE STATION, ON THE MOST NW POINT
 DN1349'OF THE KNOB, 50 FEET NORTH OF THE E-W FENCE, AND PROJECTS
 DN1349'3 INCHES.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 DN1349'A CONCRETE POST.
 DN1349'
 DN1349'THE AZIMUTH MARK IS N OF THE STATION, 1 FOOT SW OF THE NE
 DN1349'RIGHT-OF-WAY FENCE OF THE MACADAM ROAD, 100 YARDS NW OF A
 DN1349'CULVERT, 60 YARDS SE OF THE CREST OF THE HILL, AND PROJECTS
 DN1349'3 INCHES.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 DN1349'CONCRETE POST.
 DN1349'
 DN1349'TO REACH FROM THE NE CORNER OF THE COURTHOUSE SQUARE IN DECATUR,
 DN1349'GO N ON A MACADAM ROAD (AT PRESENT MARKED ROUTE U.S. 81) 6.2
 DN1349'MILES TO THE TOP OF THE HILL AND THE STATION 199 FEET WEST.
 DN1349'
 DN1349'A LIGHT 74 FEET ABOVE WOMACH COMES INTO VIEW 37 FEET ABOVE
 DN1349'THIS STATION.
 DN1349'
 DN1349'A LIGHT 47 FEET ABOVE WOODIE COMES INTO VIEW 25 FEET ABOVE THIS
 DN1349'STATION.
 DN1349'
 DN1349'LIGHTS 74 FEET ABOVE HANCOCK AND MEADOR, 47 FEET ABOVE DECATUR
 DN1349'MAGNETIC AND CHICO, AND 7 FEET ABOVE VOLE ARE VISIBLE FROM THE
 DN1349'GROUND AT THIS STATION.
 DN1349
 DN1349                          STATION RECOVERY (1937)
 DN1349
 DN1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 DN1349'STATION IS ON A BARE GRASSY KNOLL, ABOUT 5-1/2 MILES NNW OF
 DN1349'DECATUR, AND ON THE W SIDE OF THE MACADAM HIGHWAY, FORMERLY
 DN1349'U.S. 81, NOW USED AS A COUNTRY ROAD.
 DN1349'
 DN1349'TO REACH FROM DECATUR, GO N FROM THE NE CORNER OF THE SQUARE
 DN1349'FOR 5.6 MILES TO THE TOP OF THE DIVIDE AND THE END OF TRUCK
 DN1349'TRAVEL, AND THE STATION.
 DN1349'
 DN1349'THE STATION IS ON THE KNOLL, 199 FEET W OF THE ROAD, AND 10 FEET
 DN1349'S OF AN E-W FENCE.  A BRONZE STATION DISK, SET IN THE TOP OF A
 DN1349'CONCRETE POST AND PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 DN1349'
 DN1349'R.M. 1 IS SE IN RIGHT-OF-WAY FENCE LINE, W OF ROAD, S 70 DEG E
 DN1349'MAGNETIC, 179.20 FEET.
 DN1349'
 DN1349'R.M. 2 IS NNW IN FENCE LINE, N 41 DEG W MAGNETIC, 75.57 FEET.
 DN1349'
 DN1349'AZIMUTH MARK IS 0.4 MILE N IN W RIGHT-OF-WAY FENCE LINE, 100
 DN1349'YARDS NW OF CULVERT, N 19 DEG W MAGNETIC.
 DN1349'
 DN1349'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.
 DN1349
 DN1349                          STATION RECOVERY (1937)
 DN1349
 DN1349'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1349'STATION AND REFERENCE MARK 1 RECOVERED AS DESCRIBED AND IN
 DN1349'GOOD CONDITION.  THE MACADAM ROAD USED TO REACH STATION IS OLD
 DN1349'STATE HIGHWAY 2.  NO ATTEMPT MADE TO LOCATE REFERENCE MARK 2
 DN1349'AND AZIMUTH MARK.
 DN1349
 DN1349                          STATION RECOVERY (1940)
 DN1349
 DN1349'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 DN1349'RECOVERED BY EDGAR TOBIN AERIAL SURVEYS
 DN1349'
 DN1349'ORIGINAL DESCRIPTION SATISFACTORY.
 DN1349
 DN1349                          STATION RECOVERY (1946)
 DN1349
 DN1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCP)
 DN1349'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 DN1349'C.A.S. IN 1935.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DN1349'
 DN1349'THE STATION IS LOCATED ABOUT 6 MILES NNW OF DECATUR, ABOUT
 DN1349'6 MILES SW OF ALVORD, ON A SMALL KNOB ON THE TOP OF A BARE
 DN1349'HILL, IN A PASTURE, 199 FEET WEST OF THE MACADAM ROAD LEADING
 DN1349'NORTH PAST THE STATION, 10 FEET S OF AN E-W FENCE, AND 7 FEET
 DN1349'W OF A WHITE WOODEN WITNESS POST.  THE MARK PROJECTS 4 INCHES
 DN1349'AND IS STAMPED COWEN 1935.
 DN1349'
 DN1349'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 DN1349'DISKS SET IN THE TOP OF CONCRETE POSTS.
 DN1349'
 DN1349'R.M. 1 IS 179.20 FEET ESE OF THE STATION, 1 FOOT W OF THE W
 DN1349'RIGHT-OF-WAY FENCE, AND 25 FEET W OF THE CENTER LINE OF MACADAM
 DN1349'ROAD.  THE MARK PROJECTS 3 INCHES AND IS STAMPED COWEN NO
 DN1349'1 1935.
 DN1349'
 DN1349'R.M. 2 IS 75.57 FEET NW OF THE STATION, ON THE MOST NW POINT
 DN1349'OF THE KNOB, 50 FEET N OF AN E-W FENCE.  THE MARK PROJECTS
 DN1349'3 INCHES AND IS STAMPED COWEN NO 2 1935.
 DN1349'
 DN1349'THE AZIMUTH MARK IS 0.4 MILE N OF THE STATION, 25 FEET E OF
 DN1349'THE CENTER LINE OF MACADAM ROAD, 2 FEET W OF THE E RIGHT-OF-WAY
 DN1349'FENCE, AND 7 FEET N OF A WHITE WOODEN WITNESS POST.  THE MARK
 DN1349'PROJECTS 3 INCHES AND IS STAMPED COWEN 1935.
 DN1349'
 DN1349'TO REACH FROM THE NE CORNER OF THE COURTHOUSE SQUARE IN DECATUR,
 DN1349'GO N ON A MACADAM ROAD (OLD U.S. HIGHWAY 81) FOR 6.2 MILES TO
 DN1349'THE TOP OF HILL AND THE STATION 199 FEET W.
 DN1349'
 DN1349'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON THE MACADAM
 DN1349'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DN1349'
 DN1349'OBSERVATIONS TAKEN FROM A 64-FOOT STEEL TOWER.
 DN1349
 DN1349                          STATION RECOVERY (1949)
 DN1349
 DN1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DN1349'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1349
 DN1349                          STATION RECOVERY (1956)
 DN1349
 DN1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1349'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 DN1349'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN VERY GOOD
 DN1349'CONDITION.  U.S. HIGHWAY 81 HAS BEEN CHANGED.  A NEW AND
 DN1349'COMPLETE DESCRIPTION FOLLOWS.
 DN1349'
 DN1349'THE STATION IS ABOUT 6 MILES SOUTHEAST OF ALVORD, ABOUT 6
 DN1349'MILES NORTH-NORTHWEST OF DECATUR IN PASTURE LAND BELONGING
 DN1349'TO MR. S.C. MC CLURE.  THE STATION MARK IS 200 FEET WEST-SOUTHWEST
 DN1349'OF MACADAM ROAD, FORMERLY U.S. HIGHWAY 81, 115 FEET WEST-NORTHWEST
 DN1349'OF A POWER LINE POLE, 12 FEET SOUTH-SOUTHEAST OF A FENCE LINE
 DN1349'AND 7 FEET WEST-SOUTHWEST OF A WITNESS POST.  IT PROJECTS
 DN1349'3 INCHES AND IS STAMPED COWEN 1935.
 DN1349'
 DN1349'REFERENCE MARK NO. 1 IS 42 FEET WEST-SOUTHWEST OF THE CENTER OF
 DN1349'MACADAM ROAD, FORMERLY U.S. HIGHWAY 81 AND 1 FOOT WEST OF A FENCE
 DN1349'LINE.  IT PROJECTS 3 INCHES AND IS STAMPED COWEN NO 1 1935.
 DN1349'
 DN1349'REFERENCE MARK NO. 2 IS 53 FEET WEST-NORTHWEST OF A FENCE
 DN1349'LINE.  IT PROJECTS 6 INCHES AND IS STAMPED COWEN NO 2 1935.
 DN1349'
 DN1349'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF OLD U.S. HIGHWAY
 DN1349'81, 26 FEET EAST OF THE CENTER OF MACADAM ROAD, 7 FEET
 DN1349'NORTHWEST OF A WITNESS POST AND 1 FOOT WEST OF A FENCE
 DN1349'LINE.  IT PROJECTS 6 INCHES AND IS STAMPED COWEN AZIMUTH 1935.
 DN1349'
 DN1349'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 DN1349'SQUARE IN DECATUR GO NORTH ON NORTH TRINITY STREET, FORMERLY
 DN1349'U.S. HIGHWAY 81, FOR 0.8 MILE TO A RAILROAD CROSSING, CONTINUE
 DN1349'NORTH ON THE MACADAM ROAD FOR 0.35 MILE TO A FORK, TAKE LEFT
 DN1349'FORK AND CONTINUE NORTHWEST AND NORTH ON THE MACADAM ROAD
 DN1349'FOR 5.0 MILES.  FROM HERE PACK WEST ACROSS THE PASTURE FOR 200
 DN1349'FEET TO THE STATION AND REFERENCE MARKS.
 DN1349'
 DN1349'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON
 DN1349'THE MACADAM ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DN1349
 DN1349                          STATION RECOVERY (1960)
 DN1349
 DN1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1349'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1349'
 DN1349'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1349
 DN1349                          STATION RECOVERY (1967)
 DN1349
 DN1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (SSG)
 DN1349'STATION MARK AND AZIMUTH RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1595 ***********************************************************************
 AB1595  DESIGNATION -  COWGILL
 AB1595  PID         -  AB1595
 AB1595  STATE/COUNTY-  TX/CAMERON
 AB1595  USGS QUAD   -  RIO HONDO (1980)
 AB1595
 AB1595                         *CURRENT SURVEY CONTROL
 AB1595  ___________________________________________________________________
 AB1595* NAD 83(1993)-  26 10 45.27374(N)    097 35 20.59156(W)     ADJUSTED  
 AB1595* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 AB1595  ___________________________________________________________________
 AB1595  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 AB1595  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AB1595
 AB1595  HORZ ORDER  -  FIRST
 AB1595
 AB1595.The horizontal coordinates were established by classical geodetic methods
 AB1595.and adjusted by the National Geodetic Survey in February 1996..
 AB1595
 AB1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1595
 AB1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1595
 AB1595.The geoid height was determined by GEOID03.
 AB1595
 AB1595;                    North         East     Units Scale Factor Converg.
 AB1595;SPC TX S     - 5,057,119.504   391,061.985   MT  0.99999686   +0 24 48.9
 AB1595;SPC TX S     -16,591,566.24  1,283,009.20   sFT  0.99999686   +0 24 48.9
 AB1595;UTM  14      - 2,896,300.111   640,998.055   MT  0.99984546   +0 37 21.3
 AB1595
 AB1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1595!SPC TX S     -   1.00000197  x   0.99999686  =   0.99999883
 AB1595!UTM  14      -   1.00000197  x   0.99984546  =   0.99984743
 AB1595
 AB1595:                Primary Azimuth Mark                     Grid Az
 AB1595:SPC TX S     -  RESACA                                   106 28 30.3
 AB1595:UTM  14      -  RESACA                                   106 15 57.9
 AB1595
 AB1595|---------------------------------------------------------------------|
 AB1595| PID    Reference Object                     Distance      Geod. Az  |
 AB1595|                                                           dddmmss.s |
 AB1595| AB0289 RESACA                              APPROX.12.5 KM 1065319.2 |
 AB1595| AB1601 SAN BENITO BANK CO BLDG CUP         APPROX. 6.9 KM 2191748.3 |
 AB1595| AB1602 SAN BENITO STANDPIPE                APPROX. 6.7 KM 2211808.1 |
 AB1595| CV3078 COWGILL RM                           18.095 METERS 31350     |
 AB1595|---------------------------------------------------------------------|
 AB1595
 AB1595                          SUPERSEDED SURVEY CONTROL
 AB1595
 AB1595  NAD 83(1986)-  26 10 45.28499(N)    097 35 20.55109(W) AD(       ) 1
 AB1595  NAD 27      -  26 10 44.01800(N)    097 35 19.59500(W) AD(       ) 1
 AB1595  NGVD 29 (07/19/86)   10.0    (m)           33.     (f) VERT ANG       
 AB1595
 AB1595.Superseded values are not recommended for survey control.
 AB1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1595.See file dsdata.txt to determine how the superseded data were derived.
 AB1595
 AB1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP4099896300(NAD 83)
 AB1595_MARKER: DS = TRIANGULATION STATION DISK
 AB1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1595_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1595
 AB1595  HISTORY     - Date     Condition        Report By
 AB1595  HISTORY     - 1913     MONUMENTED       CGS
 AB1595  HISTORY     - 1937     SEE DESCRIPTION  TXGS
 AB1595  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AB1595
 AB1595                          STATION DESCRIPTION
 AB1595
 AB1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1595'STATION IS ABOUT 4 MILES NE FROM SAN BENITO AND 1 MILE NE OF THE
 AB1595'RESIDENCE OF MR. COWGILL, ON A GRADED ROAD LEADING SE FROM
 AB1595'SAM HOUSTON BOULEVARD (CONCRETE), ON A LOW RIDGE BETWEEN TWO
 AB1595'OLD RESACAS.  IN 1932 FURTHER DESCRIBED AS BEING ALMOST IN
 AB1595'THE LINE OF THE TELEPHONE POLES ON THE SE SIDE OF THE BOULEVARD,
 AB1595'AND ABOUT 400 FEET SW OF THE MONTE META BURIAL PARK BUILDING.
 AB1595'
 AB1595'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AB1595'DISKS SET IN CONCRETE.
 AB1595'
 AB1595'IN 1932 IT WAS REPORTED THAT THE SURFACE MARK WAS PARTLY GONE,
 AB1595'PART OF IT BEING UNDER THE ROAD SURFACE.
 AB1595'
 AB1595'REFERENCE MARK IS SET ON THE NW SIDE OF THE CONCRETE BOULEVARD.
 AB1595'(IN 1932 REPORTED AS BEING AT THE EDGE OF A BORROW PIT, IN
 AB1595'DANGER OF BEING DESTROYED.) IT IS AT THE SAME ELEVATION AS THE
 AB1595'STATION, AND 18.095 METERS (59.37 FEET) THEREFROM N 46 DEG 10 MIN W.
 AB1595'
 AB1595'ELEVATION OF STATION, 9.97 METERS (32.7 FEET).
 AB1595
 AB1595                          STATION RECOVERY (1937)
 AB1595
 AB1595'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1937
 AB1595'TOP PART OF STATION MARK HAS BEEN CHIPPED OFF BY TRAFFIC
 AB1595'AND MAINTENANCE EQUIPMENT.  IT PROJECTS ABOUT 2 INCHES ABOVE
 AB1595'THE SURFACE OF A BLADE GRADED EARTH ROAD WHICH LEADS E AT
 AB1595'THIS POINT.
 AB1595'
 AB1595'REFERENCE MARK IS STILL IN GOOD CONDITION.  THE 1932 DESCRIPTION
 AB1595'IS ADEQUATE.
 AB1595
 AB1595                          STATION RECOVERY (1947)
 AB1595
 AB1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1595'STATION WAS RECOVERED AND THE SURFACE MARK HAD BEEN DESTROYED.
 AB1595'THE UNDERGROUND MARK AND REFERENCE MARK NO. 1 WAS RECOVERED
 AB1595'IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARK WAS
 AB1595'CHECKED AND FOUND TO BE CORRECT.  THE STATION SHOULD BE
 AB1595'CONSIDERED LOST AS IT IS NOW IN A WELL TRAVELED ROAD AND A
 AB1595'TOWER COULD NOT BE CONSTRUCTED.  A NEW STATION COWGILL 2
 AB1595'WAS ESTABLISHED AT THIS TIME AND IS 27.42 FEET (8.357 METERS)
 AB1595'SOUTH OF THE STATION IN THE SOUTHEAST ANGLE OF THE T-ROAD.
 AB1595'
 AB1595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 AB1595'AND STATE HIGHWAY 345 IN SAN BENITO, GO NORTHEAST ON STATE
 AB1595'HIGHWAY 345 FOR 4.3 MILES TO A T-ROAD RIGHT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1594 ***********************************************************************
 AB1594  DESIGNATION -  COWGILL 2
 AB1594  PID         -  AB1594
 AB1594  STATE/COUNTY-  TX/CAMERON
 AB1594  USGS QUAD   -  RIO HONDO (1980)
 AB1594
 AB1594                         *CURRENT SURVEY CONTROL
 AB1594  ___________________________________________________________________
 AB1594* NAD 83(1993)-  26 10 45.00595(N)    097 35 20.64149(W)     ADJUSTED  
 AB1594* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AB1594  ___________________________________________________________________
 AB1594  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 AB1594  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AB1594
 AB1594  HORZ ORDER  -  SECOND
 AB1594
 AB1594.The horizontal coordinates were established by classical geodetic methods
 AB1594.and adjusted by the National Geodetic Survey in February 1996..
 AB1594
 AB1594.The orthometric height was scaled from a topographic map.
 AB1594
 AB1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1594
 AB1594.The geoid height was determined by GEOID03.
 AB1594
 AB1594;                    North         East     Units Scale Factor Converg.
 AB1594;SPC TX S     - 5,057,111.253   391,060.658   MT  0.99999687   +0 24 48.9
 AB1594;SPC TX S     -16,591,539.17  1,283,004.84   sFT  0.99999687   +0 24 48.9
 AB1594;UTM  14      - 2,896,291.857   640,996.758   MT  0.99984546   +0 37 21.3
 AB1594
 AB1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1594!SPC TX S     -   1.00000197  x   0.99999687  =   0.99999884
 AB1594!UTM  14      -   1.00000197  x   0.99984546  =   0.99984743
 AB1594
 AB1594:                Primary Azimuth Mark                     Grid Az
 AB1594:SPC TX S     -  RIO HONDO MUNICIPAL TANK                 009 24 43.1
 AB1594:UTM  14      -  RIO HONDO MUNICIPAL TANK                 009 12 10.7
 AB1594
 AB1594|---------------------------------------------------------------------|
 AB1594| PID    Reference Object                     Distance      Geod. Az  |
 AB1594|                                                           dddmmss.s |
 AB1594| AB1589 RIO HONDO MUNICIPAL TANK            APPROX. 6.6 KM 0094932.0 |
 AB1594| CV3082 COWGILL 2 RM 2                       23.692 METERS 02939     |
 AB1594| CV3084 COWGILL 2 RM 4                       22.723 METERS 04550     |
 AB1594| CV3083 COWGILL 2 RM 3                       20.035 METERS 12428     |
 AB1594| AB1598 MARSHALL                            APPROX.11.7 KM 1992401.2 |
 AB1594| CV3080 COWGILL 2 AZ MK                                    2192657.7 |
 AB1594| AB1608 SAN BENITO MUNICIPAL TANK           APPROX. 6.6 KM 2213211.3 |
 AB1594| AB1603 HARLINGEN MUNICIPAL TANK            APPROX.10.7 KM 2750950.3 |
 AB1594| AB1607 HARLINGEN MUN APT WATER TANK        APPROX. 9.0 KM 3030859.7 |
 AB1594| CV3081 COWGILL 2 RM 1                       23.817 METERS 33040     |
 AB1594| CV3079 COWGILL RM 1                                       33043     |
 AB1594|---------------------------------------------------------------------|
 AB1594
 AB1594                          SUPERSEDED SURVEY CONTROL
 AB1594
 AB1594  NAD 83(1986)-  26 10 45.01705(N)    097 35 20.60104(W) AD(       ) 2
 AB1594  NAD 27      -  26 10 43.75000(N)    097 35 19.64500(W) AD(       ) 2
 AB1594
 AB1594.Superseded values are not recommended for survey control.
 AB1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1594.See file dsdata.txt to determine how the superseded data were derived.
 AB1594
 AB1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP4099796292(NAD 83)
 AB1594_MARKER: DS = TRIANGULATION STATION DISK
 AB1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1594+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2004
 AB1594
 AB1594  HISTORY     - Date     Condition        Report By
 AB1594  HISTORY     - 1947     MONUMENTED       CGS
 AB1594  HISTORY     - 1964     SEE DESCRIPTION  CGS
 AB1594  HISTORY     - 1988     GOOD             USPSQD
 AB1594  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB1594  HISTORY     - 20040126 GOOD             GEOCAC
 AB1594
 AB1594                          STATION DESCRIPTION
 AB1594
 AB1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1594'STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF SAN BENITO
 AB1594'IN THE SOUTHEAST ANGLE OF STATE HIGHWAY 345 AND A DIRT ROAD
 AB1594'EAST AND ON LAND OWNED BY W.C. HOWIE.  IT IS 48 FEET SOUTHEAST
 AB1594'OF THE T-ROAD INTERSECTION, 43 FEET EAST OF THE CENTER OF
 AB1594'THE HIGHWAY, 21 FEET SOUTH OF THE CENTER OF THE DIRT ROAD
 AB1594'AND 15 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 AB1594'AND THE DISK IS STAMPED COWGILL 2 1947.
 AB1594'
 AB1594'REFERENCE MARK NO. 1 IS 78.14 FEET NORTHEAST OF THE STATION.
 AB1594'IT IS 29 FEET WEST OF THE T-ROAD INTERSECTION AND 16 FEET
 AB1594'SOUTH OF POWER POLE NO. 14R89.  THE MARK PROJECTS ABOUT 10
 AB1594'INCHES AND THE DISK IS STAMPED COWGILL NO 1 1913.
 AB1594'
 AB1594'REFERENCE MARK NO. 2 IS 77.73 FEET NORTH OF THE STATION.
 AB1594'IT IS 29 FEET EAST OF THE CENTER OF THE HIGHWAY AND 56 FEET
 AB1594'NORTH OF THE CENTER OF THE DIRT ROAD.  THE MARK PROJECTS ABOUT
 AB1594'10 INCHES AND THE DISK IS STAMPED COWGILL 2 NO 2 1947.
 AB1594'
 AB1594'REFERENCE MARK NO. 3 IS 65.77 FEET EAST OF THE STATION AND
 AB1594'16 FEET SOUTH OF THE CENTER OF THE DIRT ROAD.  THE MARK
 AB1594'PROJECTS 10 INCHES AND THE DISK IS STAMPED COWGILL 2 NO 3
 AB1594'1947.
 AB1594'
 AB1594'AZIMUTH MARK IS 0.6 MILE SOUTH OF THE STATION.  IT IS 40 FEET
 AB1594'EAST OF THE CENTER OF THE HIGHWAY AND 1.5 FEET NORTH OF A
 AB1594'WHITE WITNESS POST AND A TELEPHONE POLE.  THE MARK IS FLUSH
 AB1594'AND THE DISK IS STAMPED COWGILL 2 1947.
 AB1594'
 AB1594'COWGILL (1913) IS 27.42 FEET NORTH OF THE STATION IN THE
 AB1594'CENTER OF THE DIRT ROAD AND 25 FEET EAST OF THE CENTER OF HIGHWAY
 AB1594'345.  THE SUBSURFACE MARK IS ABOUT 2.5 FEET BELOW THE GROUND AND
 AB1594'THE DISK IS STAMPED COWGILL 1913.
 AB1594'
 AB1594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 AB1594'AND STATE HIGHWAY 345 IN SAN BENITO GO NORTHEAST ON HIGHWAY
 AB1594'345 FOR 3.7 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 AB1594'0.6 MILE TO A T-ROAD RIGHT AND THE STATION IN THE SOUTHEAST
 AB1594'ANGLE.
 AB1594'
 AB1594'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AB1594
 AB1594                          STATION RECOVERY (1964)
 AB1594
 AB1594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 AB1594'THE STATION SURFACE MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH
 AB1594'MARK WERE FOUND TO BE DESTROYED.  AT THE REQUEST OF THE HIGHWAY
 AB1594'DEPARTMENT REFERENCE MARK NO. 1 WAS DESTROYED TO CLEAR THE
 AB1594'AREA FOR RE-CONSTRUCTION OF STATE HIGHWAY 345.  THE SUB-STATION
 AB1594'MARK AND REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND TO
 AB1594'BE IN GOOD CONDITION, ALSO COWGILL 1913 SUB-STATION MARK
 AB1594'WAS FOUND TO BE IN GOOD CONDITION.
 AB1594'
 AB1594'COWGILL 2 SUB-STATION MARK WAS IN DANGER OF BEING DESTROYED
 AB1594'DURING ROAD CONSTRUCTION.  THE SUB-MARK WAS LOWERED AND
 AB1594'RE-MARKED IN THE ORIGIAL HORIZONTAL POSITION.  A NEW SURFACE
 AB1594'STATION MARK WAS SET DIRECTLY OVER THE SUB-MARK, AND ONE
 AB1594'NEW REFERENCE MARK WAS SET.
 AB1594'
 AB1594'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 AB1594'3-1/2 MILES NORTHEAST OF SAN BENITO, IN THE SOUTHEAST ANGLE
 AB1594'OF A DIRT ROAD LEADING EAST FROM THE HIGHWAY, ON STATE PROPERTY
 AB1594'ALONG STATE HIGHWAY 345.
 AB1594'
 AB1594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 AB1594'AND STATE HIGHWAY 345 IN SAN BENITO, GO NORTHEAST ON STATE
 AB1594'HIGHWAY 345 FOR 4.3 MILES TO STATION ON THE RIGHT.
 AB1594'
 AB1594'STATION MARKS ARE STANDARD DISKS STAMPED COWGILL 2 1947 1964.
 AB1594'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 AB1594'WHICH IS ABOUT 7 INCHES BELOW THE SURFACE OF THE GROUND.
 AB1594'IT IS 43 FEET EAST OF THE CENTER LINE OF HIGHWAY, 24
 AB1594'FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD LEADING EAST,
 AB1594'10 FEET SOUTHWEST OF A GUYED TELEPHONE POLE AND 1 FOOT SOUTH
 AB1594'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 AB1594'AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 AB1594'OF THE GROUND.
 AB1594'
 AB1594'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COWGILL 2 NO 3
 AB1594'1947, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AB1594'10 INCHES.  IT IS 109 FEET EAST OF THE CENTER LINE OF THE
 AB1594'HIGHWAY, 17 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD,
 AB1594'AND 1 FOOT NORTH OF THE FENCE LINE.
 AB1594'
 AB1594'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED COWGILL 2 NO 4
 AB1594'1947 1964, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 AB1594'PROJECTS 4 INCHES.  IT IS 52 FEET EAST OF THE CENTER LINE
 AB1594'OF HIGHWAY, 50 FEET NORTH OF THE CENTER LINE OF THE DIRT
 AB1594'ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS AT TEXAS
 AB1594'HIGHWAY BASE LINE STATION 221 + 24.
 AB1594'
 AB1594'COWGILL 1913 SUB-STATION MARK, A STANDARD DISK STAMPED COWGILL
 AB1594'1913, IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 12 INCHES
 AB1594'BELOW THE SURFACE OF THE BLACK TOP SLAB WHICH EXTENDS EAST
 AB1594'ONTO THE DIRT ROAD.  IT IS 20 FEET EAST OF THE CENTER LINE
 AB1594'OF THE HIGHWAY AND ABOUT IN THE CENTER OF THE ROAD LEADING
 AB1594'EAST, 27.42 FEET NORTH OF COWGILL 2, AND AT TEXAS HIGHWAY
 AB1594'BASE LINE STATION 220 + 74.
 AB1594'
 AB1594'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG TAPE TENSION.
 AB1594
 AB1594                          STATION RECOVERY (1988)
 AB1594
 AB1594'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB1594'RECOVERED IN GOOD CONDITION.
 AB1594
 AB1594                          STATION RECOVERY (1991)
 AB1594
 AB1594'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1594'MARK NOT FOUND.
 AB1594
 AB1594                          STATION RECOVERY (2004)
 AB1594
 AB1594'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1594' 
 AB1594'NO WITNESS POST OR TELEPHONE POLES NEARBY. BURIED BY 2 FEET OF DIRT.
 AB1594'DUG AND LEFT IT OPEN. ALSO FOUND RM3 AND RM4. RM4 DOES HAVE A WITNESS
 AB1594'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7276 ***********************************************************************
 AC7276  DESIGNATION -  COWHOUSE NO 2
 AC7276  PID         -  AC7276
 AC7276  STATE/COUNTY-  TX/COMANCHE
 AC7276  USGS QUAD   -  INDIAN GAP (1979)
 AC7276
 AC7276                         *CURRENT SURVEY CONTROL
 AC7276  ___________________________________________________________________
 AC7276* NAD 83(1993)-  31 44 57.44479(N)    098 26 31.43801(W)     ADJUSTED  
 AC7276* NAVD 88     -       500.3    (meters)    1641.     (feet)  VERTCON   
 AC7276  ___________________________________________________________________
 AC7276  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AC7276  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AC7276
 AC7276  HORZ ORDER  -  THIRD
 AC7276
 AC7276.The horizontal coordinates were established by classical geodetic methods
 AC7276.and adjusted by the National Geodetic Survey in March 1997..
 AC7276
 AC7276.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7276
 AC7276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7276
 AC7276.The geoid height was determined by GEOID03.
 AC7276
 AC7276;                    North         East     Units Scale Factor Converg.
 AC7276;SPC TX C     - 3,232,400.587   879,181.761   MT  0.99996674   +0 58 26.8
 AC7276;SPC TX C     -10,604,967.59  2,884,448.83   sFT  0.99996674   +0 58 26.8
 AC7276;UTM  14      - 3,512,782.343   552,843.107   MT  0.99963444   +0 17 36.9
 AC7276
 AC7276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7276!SPC TX C     -   0.99992559  x   0.99996674  =   0.99989234
 AC7276!UTM  14      -   0.99992559  x   0.99963444  =   0.99956006
 AC7276
 AC7276                          SUPERSEDED SURVEY CONTROL
 AC7276
 AC7276  NGVD 29 (03/17/97)  500.2    (m)         1641.     (f) VERT ANG       
 AC7276
 AC7276.Superseded values are not recommended for survey control.
 AC7276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7276.See file dsdata.txt to determine how the superseded data were derived.
 AC7276
 AC7276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA5284312782(NAD 83)
 AC7276_MARKER: DS = TRIANGULATION STATION DISK
 AC7276
 AC7276  HISTORY     - Date     Condition        Report By
 AC7276  HISTORY     - 1955     MONUMENTED       USGS
 AC7276
 AC7276                          STATION DESCRIPTION
 AC7276
 AC7276'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7276'STATION IS LOCATED ABOUT 6.0 MI. (AIRLINE) NNW. OF INDIAN GAP AND 7.0
 AC7276'MI. (AIRLINE) SSW. OF GUSTINE ON THE HIGHEST PART AND N. END OF
 AC7276'COWHOUSE MOUNTAIN.
 AC7276'TO REACH FROM THE POST OFFICE IN INDIAN GAP, GO W. ON FARM ROAD 218
 AC7276'FOR 2.7 MI. TO DIRT RD. N. AT RIGHT ANGLE TURN IN HIGHWAY, TURN RIGHT
 AC7276'(N.) AND GO 4.25 MI. TO T-RD. INTERSECTION, TURN LEFT (W.) AND GO 0.3
 AC7276'MI. TO T-RD. N., GO RIGHT (N.) FOR 0.6 MI. TO CORNER IN RD., LEAVE
 AC7276'TRUCK AND PACK NE. FOR ABOUT 15 MINUTES TO HIGHEST PART OF HILL AND
 AC7276'STATION.
 AC7276'RECOVERY BY USGS, 1968--REVISED DESCRIPTION AS FOLLOWS
 AC7276'TO REACH FROM THE POST OFFICE IN INDIAN GAP, GO W. ON FARM ROAD 218
 AC7276'FOR 2.7 MI. TO DIRT RD. N. AT RIGHT ANGLE TURN IN HIGHWAY, TURN RIGHT
 AC7276'(N.) AND GO 4.25 MI. TO T-RD. INTERSECTION, TURN LEFT (W.) AND GO 0.3
 AC7276'MI. TO T-RD. N., PASS THROUGH GATE IN FENCE CORNER ON THE RIGHT, GO N.
 AC7276'ON DIM RD. ON E. SIDE OF FENCE 0.5 MI. TO TOP OF HILL AND END OF RD.,
 AC7276'CONTINUE N. ACROSS COUNTRY ALONG TOP OF RIDGE 0.5 MI. TO N. END OF
 AC7276'RIDGE AND STATION AS DESCRIBED.
 AC7276'STATION MARK--A STANDARD TABLET STAMPED---COWHOUSE NO. 2 1955---, SET
 AC7276'IN OUTCROPPING BEDROCK.
 AC7276'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED---COWHOUSE
 AC7276'NO. 2 NO. 1 1955---, SET IN OUTCROPPING BEDROCK, 60.57 FT. FROM THE
 AC7276'STATION MARK 58 DEGREES 41 MINUTES EAST.
 AC7276'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED---COWHOUSE
 AC7276'NO. 2 NO. 2 1955---, SET IN OUTCROPPING BEDROCK, 88.01 FT. FROM THE
 AC7276'STATION MARK 297 DEGREES 46 MINUTES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1134 ***********************************************************************
 DN1134  DESIGNATION -  COX
 DN1134  PID         -  DN1134
 DN1134  STATE/COUNTY-  TX/COLLIN
 DN1134  USGS QUAD   -  ANNA (1961)
 DN1134
 DN1134                         *CURRENT SURVEY CONTROL
 DN1134  ___________________________________________________________________
 DN1134* NAD 83(1993)-  33 16 04.79002(N)    096 35 10.38700(W)     ADJUSTED  
 DN1134* NAVD 88     -       202.20   (+/-2cm)     663.4    (feet)  VERTCON   
 DN1134  ___________________________________________________________________
 DN1134  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DN1134  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DN1134
 DN1134  HORZ ORDER  -  THIRD
 DN1134  VERT ORDER  -  THIRD ? (See Below)
 DN1134
 DN1134.The horizontal coordinates were established by classical geodetic methods
 DN1134.and adjusted by the National Geodetic Survey in February 1996..
 DN1134
 DN1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1134.The vertical order pertains to the NGVD 29 superseded value.
 DN1134
 DN1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1134
 DN1134.The geoid height was determined by GEOID03.
 DN1134
 DN1134;                    North         East     Units Scale Factor Converg.
 DN1134;SPC TXNC     - 2,179,195.775   778,275.058   MT  0.99987973   +1 02 37.6
 DN1134;SPC TXNC     - 7,149,578.14  2,553,390.75   sFT  0.99987973   +1 02 37.6
 DN1134;UTM  14      - 3,683,596.577   724,827.927   MT  1.00022326   +1 19 28.7
 DN1134
 DN1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1134!SPC TXNC     -   0.99997227  x   0.99987973  =   0.99985200
 DN1134!UTM  14      -   0.99997227  x   1.00022326  =   1.00019552
 DN1134
 DN1134|---------------------------------------------------------------------|
 DN1134| PID    Reference Object                     Distance      Geod. Az  |
 DN1134|                                                           dddmmss.s |
 DN1134| CX9347 COX RM 2                              9.539 METERS 04326     |
 DN1134| CX9345 COX AZ MK                                          2224511.4 |
 DN1134| CX9346 COX RM 1                             11.952 METERS 30538     |
 DN1134|---------------------------------------------------------------------|
 DN1134
 DN1134                          SUPERSEDED SURVEY CONTROL
 DN1134
 DN1134  NAD 83(1993)-  33 16 04.79216(N)    096 35 10.38203(W) AD(       ) 3
 DN1134  NAD 83(1986)-  33 16 04.79658(N)    096 35 10.37522(W) AD(       ) 3
 DN1134  NAD 27      -  33 16 04.38700(N)    096 35 09.41120(W) AD(       ) 3
 DN1134  NGVD 29 (07/19/86)  202.21   (m)          663.4    (f) LEVELING    3  
 DN1134
 DN1134.Superseded values are not recommended for survey control.
 DN1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1134.See file dsdata.txt to determine how the superseded data were derived.
 DN1134
 DN1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2482883597(NAD 83)
 DN1134_MARKER: DS = TRIANGULATION STATION DISK
 DN1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1134
 DN1134  HISTORY     - Date     Condition        Report By
 DN1134  HISTORY     - 1957     MONUMENTED       CGS
 DN1134  HISTORY     - 1958     GOOD             CGS
 DN1134  HISTORY     - 19940710 GOOD             USPSQD
 DN1134
 DN1134                          STATION DESCRIPTION
 DN1134
 DN1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1134'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF MC KINNEY, ABOUT
 DN1134'1.5 MILE SOUTH OF MELISSA AND ON THE WEST RIGHT OF WAY.  IT
 DN1134'IS SITUATED 48 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 75,
 DN1134'52 FEET NORTH OF A FENCE CORNER AND 2 FEET EAST OF A FENCE
 DN1134'LINE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED COX 1957.
 DN1134'
 DN1134'R.M. NO. 1 IS 35 FEET NORTHEAST OF A MACADAM ROAD, 15 FEET
 DN1134'SOUTHWEST OF A CONCRETE WELL HOUSING AND IS SET IN A FENCE
 DN1134'LINE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED COX NO
 DN1134'1 1957.
 DN1134'
 DN1134'R.M. NO. 2 IS 49 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO.
 DN1134'75, 3 FEET SOUTH OF A HIGHWAY RIGHT OF WAY POST AND 1 FOOT
 DN1134'EAST OF A FENCE.  IT IS SET FLUSH WITH THE GROUND AND IS
 DN1134'STAMPED COX NO 2 1957.
 DN1134'
 DN1134'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 DN1134'NO. 75 AND 5 FEET NORTH OF A HIGHWAY GUARD POST.  IT IS SET
 DN1134'FLUSH IN THE TOP AND CENTER OF THE HEADWALL OF A CONCRETE
 DN1134'CULVERT.  IT IS STAMPED COX 1957.
 DN1134'
 DN1134'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 75 AND
 DN1134'FARM ROAD 545 (0.1 MILE EAST OF THE POST OFFICE) IN MELISSA
 DN1134'GO SOUTH ON U.S. HIGHWAY 75 FOR 1.4 MILES TO THE STATION
 DN1134'ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK, CONTINUE
 DN1134'SOUTH ON U.S. HIGHWAY NO. 75 FOR 0.5 MILES TO THE MARK IN THE
 DN1134'CULVERT ON THE LEFT AS DESCRIBED.
 DN1134'
 DN1134'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DN1134'NO. 2 IS 53.3 FEET.
 DN1134
 DN1134                          STATION RECOVERY (1958)
 DN1134
 DN1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1134'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1134'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1134'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1134
 DN1134                          STATION RECOVERY (1994)
 DN1134
 DN1134'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0959 ***********************************************************************
 CB0959  DESIGNATION -  COX
 CB0959  PID         -  CB0959
 CB0959  STATE/COUNTY-  TX/REAGAN
 CB0959  USGS QUAD   -  BIG LAKE (1971)
 CB0959
 CB0959                         *CURRENT SURVEY CONTROL
 CB0959  ___________________________________________________________________
 CB0959* NAD 83(1993)-  31 08 43.67262(N)    101 23 15.95187(W)     ADJUSTED  
 CB0959* NAVD 88     -       849.2    (meters)    2786.     (feet)  VERTCON   
 CB0959  ___________________________________________________________________
 CB0959  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 CB0959  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CB0959
 CB0959  HORZ ORDER  -  FIRST
 CB0959
 CB0959.The horizontal coordinates were established by classical geodetic methods
 CB0959.and adjusted by the National Geodetic Survey in February 1996..
 CB0959
 CB0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0959
 CB0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0959
 CB0959.The geoid height was determined by GEOID03.
 CB0959
 CB0959;                    North         East     Units Scale Factor Converg.
 CB0959;SPC TX C     - 3,164,408.956   599,463.606   MT  0.99988489   -0 32 35.1
 CB0959;SPC TX C     -10,381,898.38  1,966,740.18   sFT  0.99988489   -0 32 35.1
 CB0959;UTM  14      - 3,448,177.408   272,365.427   MT  1.00023920   -1 14 07.8
 CB0959
 CB0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0959!SPC TX C     -   0.99987043  x   0.99988489  =   0.99975534
 CB0959!UTM  14      -   0.99987043  x   1.00023920  =   1.00010960
 CB0959
 CB0959|---------------------------------------------------------------------|
 CB0959| PID    Reference Object                     Distance      Geod. Az  |
 CB0959|                                                           dddmmss.s |
 CB0959| CH8686 COX RM 1                                           28608     |
 CB0959| CB0958 BIG LAKE MUNICIPAL TANK             APPROX. 8.7 KM 3062404.3 |
 CB0959| CH8687 COX RM 2                            102.017 METERS 34858     |
 CB0959|---------------------------------------------------------------------|
 CB0959
 CB0959                          SUPERSEDED SURVEY CONTROL
 CB0959
 CB0959  NAD 83(1986)-  31 08 43.68240(N)    101 23 15.93675(W) AD(       ) 1
 CB0959  NAD 27      -  31 08 43.12100(N)    101 23 14.52400(W) AD(       ) 1
 CB0959  NGVD 29 (07/19/86)  848.9    (m)         2785.     (f) VERT ANG       
 CB0959
 CB0959.Superseded values are not recommended for survey control.
 CB0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0959.See file dsdata.txt to determine how the superseded data were derived.
 CB0959
 CB0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV7236548177(NAD 83)
 CB0959_MARKER: DD = SURVEY DISK
 CB0959_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CB0959_SP_SET: PREFABRICATED CONCRETE POST
 CB0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0959+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 CB0959
 CB0959  HISTORY     - Date     Condition        Report By
 CB0959  HISTORY     - 1932     MONUMENTED       USGS
 CB0959  HISTORY     - 1971     GOOD             USGS
 CB0959  HISTORY     - 1981     GOOD             NGS
 CB0959  HISTORY     - 20010821 GOOD             INDIV
 CB0959
 CB0959                          STATION DESCRIPTION
 CB0959
 CB0959'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (CIA)
 CB0959'ABOUT 7 MILES SE OF BIG LAKE, ABOUT 3 MILES S OF THE KANSAS
 CB0959'CITY, MEXICO AND ORIENT RAILWAY TRACK AT POINT WHERE IT CROSSES
 CB0959'THE DIVIDE E OF BIG LAKE, ON A GRASSY RISE NEAR A FENCE CORNER,
 CB0959'ABOUT 1,000 FEET W OF A N-S FENCE, AND 335 FEET S OF AN E-W FENCE.
 CB0959'
 CB0959'STATION IS MARKED BY U.S.G.S. ALUMINUM DISK SET IN A 3-INCH
 CB0959'PIPE PROJECTING 14 INCHES ABOVE GROUND.
 CB0959'
 CB0959'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 CB0959'
 CB0959'REFERENCE MARK NO. 1 IS 1.5 FEET S OF E-W FENCE, AND APPROXIMATELY
 CB0959'0.15 MILE FROM STATION N 73 DEG 03 MIN W.
 CB0959'
 CB0959'REFERENCE MARK NO. 2 PROJECTS 6 INCHES ABOVE GROUND, IS 1.5 FEET
 CB0959'S OF E-W FENCE, AND 334.7 FEET FROM STATION N 11 DEG 03 MIN W.
 CB0959'
 CB0959'AZIMUTH FROM STATION OF BIG LAKE, MUNICIPAL WATER TANK, FINIAL,
 CB0959'IS N 53 DEG 55 MIN W.
 CB0959'
 CB0959'TO REACH THE STATION FROM BIG LAKE, GO S OUT OF TOWN ALONG THE
 CB0959'W SIDE OF THE RAILROAD STATION, 0.75 MILE FROM THE RAILROAD
 CB0959'CROSSING TO A GATE.  THROUGH GATE AND ALONG MAIN-TRAVELED
 CB0959'ROAD TO A TRANSMISSION LINE AND 1.9 MILES TO A GATE (CANT SAG
 CB0959'GATE).  GO THROUGH GATE AND TURN E INTO ROAD ALONG FENCE LINE
 CB0959'AND CONTINUE 1.0 MILE TO GATE.  GO THROUGH GATE AND ALONG SAME
 CB0959'ROAD 0.75 MILE TO STEEL WINDMILL AND DIRT TANK, CONTINUING
 CB0959'ALONG SAME ROAD 0.75 MILE TO ANOTHER GATE.  GO THROUGH GATE,
 CB0959'TURN LEFT AND GO 2 MILES TO FENCE CORNER AND STATION.
 CB0959
 CB0959                          STATION RECOVERY (1971)
 CB0959
 CB0959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CB0959'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0959'
 CB0959'BIG LAKE, JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY 137, GO S.
 CB0959'ON HIGHWAY 137 FOR 3.5 MI. TO T-RD. E., TURN LEFT AND GO E. 2.25 MI.
 CB0959'TO Y-RD., TAKE LEFT FORK AND GO NE., THENCE E. ON MAIN TRAVELED RD.
 CB0959'FOR 2.75 MI. WHERE RD. BENDS S., CONTINUE E. ON TRACK FOR 0.3 MI.,
 CB0959'LEAVE TRACK LEFT (NW.) ALONG RIDGE 0.3 MI. TO STATION.
 CB0959'
 CB0959'REFERENCE MARKS FOUND IN GOOD CONDITION.  THE STATION MARK PIPE
 CB0959'LEANS SLIGHTLY AND COULD BE SLIGHTLY DISTURBED, 0.3 FT. SE. OF
 CB0959'PERPENDICULAR.
 CB0959'
 CB0959'STATION MARK--A USGS ALUMINUM DISK, SET IN A 3 IN. PIPE, PROJECTING
 CB0959'14 IN. ABOVE GROUND.
 CB0959
 CB0959                          STATION RECOVERY (1981)
 CB0959
 CB0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CB0959'THE STATION AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD
 CB0959'CONDITION AS DESCRIBED IN 1932.
 CB0959
 CB0959                          STATION RECOVERY (2001)
 CB0959
 CB0959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AMW)
 CB0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2319 ***********************************************************************
 AH2319  DESIGNATION -  COX ET
 AH2319  PID         -  AH2319
 AH2319  STATE/COUNTY-  TX/RANDALL
 AH2319  USGS QUAD   -  WILDORADO SW (1984)
 AH2319
 AH2319                         *CURRENT SURVEY CONTROL
 AH2319  ___________________________________________________________________
 AH2319* NAD 83(1993)-  35 05 16.04748(N)    102 07 41.68147(W)     ADJUSTED  
 AH2319* NAVD 88     -      1162.4    (meters)    3814.     (feet)  VERTCON   
 AH2319  ___________________________________________________________________
 AH2319  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AH2319  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AH2319
 AH2319  HORZ ORDER  -  THIRD
 AH2319
 AH2319.The horizontal coordinates were established by classical geodetic methods
 AH2319.and adjusted by the National Geodetic Survey in July 1998..
 AH2319
 AH2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2319
 AH2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2319
 AH2319.The geoid height was determined by GEOID03.
 AH2319
 AH2319;                    North         East     Units Scale Factor Converg.
 AH2319;SPC TX N     - 1,120,858.080   142,714.545   MT  0.99992738   -0 21 50.7
 AH2319;SPC TX N     - 3,677,348.55    468,222.64   sFT  0.99992738   -0 21 50.7
 AH2319;UTM  13      - 3,886,552.241   761,809.692   MT  1.00044485   +1 39 06.2
 AH2319
 AH2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2319!SPC TX N     -   0.99982159  x   0.99992738  =   0.99974898
 AH2319!UTM  13      -   0.99982159  x   1.00044485  =   1.00026636
 AH2319
 AH2319                          SUPERSEDED SURVEY CONTROL
 AH2319
 AH2319  NGVD 29 (07/28/98) 1161.9    (m)         3812.     (f) VERT ANG       
 AH2319
 AH2319.Superseded values are not recommended for survey control.
 AH2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2319.See file dsdata.txt to determine how the superseded data were derived.
 AH2319
 AH2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6181086552(NAD 83)
 AH2319_MARKER: DS = TRIANGULATION STATION DISK
 AH2319
 AH2319  HISTORY     - Date     Condition        Report By
 AH2319  HISTORY     - 1961     MONUMENTED       USGS
 AH2319
 AH2319                          STATION DESCRIPTION
 AH2319
 AH2319'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH2319'LOCATED ABOUT 8.0 MI. (AIRLINE) SE. OF BUSHLAND, TEXAS, ABOUT 4.5 MI.
 AH2319'E. OF FARM ROAD NO. 809, ABOUT 12.0 MI. W. OF U.S. HIGHWAY 60, 36 FT.
 AH2319'NW. OF A T-RD. N. AND 3.0 FT. N. OF FENCE LINE.
 AH2319'TO REACH FROM JUNCTION OF U.S. HIGHWAY NO. 60 AND FARM ROAD 2186, S.
 AH2319'OF AMARILLO, TEXAS, GO W. ON FARM ROAD 2186 9.0 MI. TO A T-RD. E.,
 AH2319'TURN LEFT ON GRADED RD. 2.0 MI. S. AND 3.7 MI. W. TO STATION SITE.
 AH2319'STATION MARK--STANDARD TABLET IN CONCRETE POST PROTRUDING 1.0 FT.
 AH2319'ABOVE GROUND, STAMPED---COX ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1345 ***********************************************************************
 DM1345  DESIGNATION -  COX RESET
 DM1345  PID         -  DM1345
 DM1345  STATE/COUNTY-  TX/LAMAR
 DM1345  USGS QUAD   -  BLOSSOM (1964)
 DM1345
 DM1345                         *CURRENT SURVEY CONTROL
 DM1345  ___________________________________________________________________
 DM1345* NAD 83(1993)-  33 38 08.72711(N)    095 27 59.42482(W)     ADJUSTED  
 DM1345* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 DM1345  ___________________________________________________________________
 DM1345  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DM1345  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM1345
 DM1345  HORZ ORDER  -  SECOND
 DM1345
 DM1345.The horizontal coordinates were established by classical geodetic methods
 DM1345.and adjusted by the National Geodetic Survey in February 1996..
 DM1345
 DM1345.The orthometric height was scaled from a topographic map.
 DM1345
 DM1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1345
 DM1345.The geoid height was determined by GEOID03.
 DM1345
 DM1345;                    North         East     Units Scale Factor Converg.
 DM1345;SPC TXNC     - 2,222,419.762   881,378.733   MT  0.99992446   +1 39 16.0
 DM1345;SPC TXNC     - 7,291,388.84  2,891,656.73   sFT  0.99992446   +1 39 16.0
 DM1345;UTM  15      - 3,724,499.252   271,228.331   MT  1.00024526   -1 22 00.5
 DM1345
 DM1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1345!SPC TXNC     -   0.99997769  x   0.99992446  =   0.99990215
 DM1345!UTM  15      -   0.99997769  x   1.00024526  =   1.00022294
 DM1345
 DM1345:                Primary Azimuth Mark                     Grid Az
 DM1345:SPC TXNC     -  BLOSSOM MUNICIPAL TANK                   069 03 34.9
 DM1345:UTM  15      -  BLOSSOM MUNICIPAL TANK                   072 04 51.4
 DM1345
 DM1345|---------------------------------------------------------------------|
 DM1345| PID    Reference Object                     Distance      Geod. Az  |
 DM1345|                                                           dddmmss.s |
 DM1345| DM1344 BLOSSOM MUNICIPAL TANK              APPROX. 8.2 KM 0704250.9 |
 DM1345| DM1347 COX RM 1                             15.161 METERS 08903     |
 DM1345| CX9344 COX RM 2                             15.404 METERS 26047     |
 DM1345| CX9343 COX AZ MK 2                                        2634459.5 |
 DM1345| CX9342 COX AZ MK                                          2643538.5 |
 DM1345| DM1430 PARIS RADIO STA KPLT MAST           APPROX. 8.1 KM 2700403.3 |
 DM1345| DM1431 PARIS SW MUNICIPAL TANK             APPROX. 8.6 KM 2822236.8 |
 DM1345| DM1426 PARIS TEX P AND L CO RAD MAST       APPROX. 9.7 KM 2832724.4 |
 DM1345|---------------------------------------------------------------------|
 DM1345
 DM1345                          SUPERSEDED SURVEY CONTROL
 DM1345
 DM1345  NAD 83(1993)-  33 38 08.72807(N)    095 27 59.42375(W) AD(       ) 2
 DM1345  NAD 83(1986)-  33 38 08.73381(N)    095 27 59.41349(W) AD(       ) 2
 DM1345  NAD 27      -  33 38 08.35300(N)    095 27 58.57500(W) AD(       ) 2
 DM1345
 DM1345.Superseded values are not recommended for survey control.
 DM1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1345.See file dsdata.txt to determine how the superseded data were derived.
 DM1345
 DM1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7122824499(NAD 83)
 DM1345_MARKER: DS = TRIANGULATION STATION DISK
 DM1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1345_SP_SET: INTO TOP OF CONCRETE MONUMENT
 DM1345_STAMPING: COX 1950 1966
 DM1345_PROJECTION: FLUSH
 DM1345
 DM1345  HISTORY     - Date     Condition        Report By
 DM1345  HISTORY     - 1966     MONUMENTED       CGS
 DM1345  HISTORY     - 1978     GOOD             NGS
 DM1345
 DM1345                          STATION DESCRIPTION
 DM1345
 DM1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 DM1345'THE UNDER GROUND STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE
 DM1345'MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE SURFACE
 DM1345'STATION MARK WAS FOUND TO HAVE BEEN DESTROYED.  THE AZIMUTH
 DM1345'MARK WAS SEARCHED FOR BUT NOT FOUND.  THE POSITION OF THE UNDER
 DM1345'GROUND STATION MARK WAS HELD THEN IT WAS LOWERED AND RE-MARKED
 DM1345'DIRECTLY BELOW THE ORIGINAL POSITION.  AND A SURFACE STATION
 DM1345'MARK WAS SET DIRECTLY ABOVE THE SUB-MARK.  A NEW AZIMUTH MARK
 DM1345'WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--
 DM1345'
 DM1345'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF PARIS, 2 MILES SOUTH
 DM1345'OF RENO, AND 1 MILE WEST OF THE PARIS MUNICIPAL AIRPORT, ALONG THE
 DM1345'SOUTH RIGHT-OF-WAY OF F.M. HIGHWAY 1508.
 DM1345'
 DM1345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82 AND
 DM1345'271 IN PARIS, GO SOUTHEAST ON U.S. HIGHWAY 271 FOR 5.0 MILES
 DM1345'TO THE JUNCTION OF F.M. HIGHWAY 1508.  TURN LEFT, EAST, ON
 DM1345'F.M. HIGHWAY 1508 AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE
 DM1345'LEFT.  CONTINUE ON THE HIGHWAY 0.4 MILE TO THE STATION ON THE
 DM1345'RIGHT.
 DM1345'
 DM1345'STATION MARKS ARE STANDARD DISKS, STAMPED COX 1950 1966.
 DM1345'THE SURFACE STATION MARK IS SET IN A 12 IN X 12 IN CONCRETE
 DM1345'POST FLUSH WITH THE SURFACE OF GROUND.  IT IS 58 FEET SOUTH OF
 DM1345'THE CENTER LINE OF HIGHWAY, 64 FEET EAST OF A TELEPHONE POLE, AND
 DM1345'4 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND STATION
 DM1345'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 DM1345'THE SURFACE OF THE GROUND.
 DM1345'
 DM1345'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED COX NO 1 1950,
 DM1345'IS SET IN A ROUND CONCRETE POST ABOUT 10 INCHES IN DIAMETER
 DM1345'FLUSH WITH THE SURFACE OF GROUND.  IT IS 62 FEET SOUTH OF THE
 DM1345'CENTER LINE OF HIGHWAY, AND 1 FOOT NORTH OF A FENCE LINE.
 DM1345'
 DM1345'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED COX NO 2 1950,
 DM1345'IS SET IN A ROUND CONCRETE POST ABOUT 10 INCHES IN DIAMETER
 DM1345'AND FLUSH WITH THE SURFACE OF GROUND.  IT IS 62 FEET SOUTH OF
 DM1345'THE CENTER LINE OF HIGHWAY, 13 FEET EAST OF THE TELEPHONE
 DM1345'POLE, AND 1 FOOT NORTH OF FENCE LINE.
 DM1345'
 DM1345'AZIMUTH MARK, A STANDARD DISK, STAMPED COX 1950 AZ 2 1966,
 DM1345'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 DM1345'IS 59.5 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 8 FEET SOUTH
 DM1345'OF A POWER LINE POLE WITH A TRANSFORMER, 1 FOOT EAST OF A
 DM1345'METAL WITNESS POST, AND 6 INCHES SOUTH OF THE RIGHT-OF-WAY
 DM1345'FENCE LINE.
 DM1345'
 DM1345'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 DM1345'SOUTH
 DM1345
 DM1345                          STATION RECOVERY (1978)
 DM1345
 DM1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 DM1345'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 WERE
 DM1345'RECOVERED AS DESCRIBED IN THE 1966 NOTE BY E.B. BROWN.
 DM1345'
 DM1345'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 DM1345'SOUTHEAST OF PARIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1347 ***********************************************************************
 DM1347  DESIGNATION -  COX RM 1
 DM1347  PID         -  DM1347
 DM1347  STATE/COUNTY-  TX/LAMAR
 DM1347  USGS QUAD   -  BLOSSOM (1964)
 DM1347
 DM1347                         *CURRENT SURVEY CONTROL
 DM1347  ___________________________________________________________________
 DM1347* NAD 83(1993)-  33 38 08.73527(N)    095 27 58.83661(W)     ADJUSTED  
 DM1347* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 DM1347  ___________________________________________________________________
 DM1347  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DM1347  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM1347
 DM1347  HORZ ORDER  -  SECOND
 DM1347
 DM1347.The horizontal coordinates were established by classical geodetic methods
 DM1347.and adjusted by the National Geodetic Survey in February 1996..
 DM1347
 DM1347.The orthometric height was scaled from a topographic map.
 DM1347
 DM1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1347
 DM1347.The geoid height was determined by GEOID03.
 DM1347
 DM1347;                    North         East     Units Scale Factor Converg.
 DM1347;SPC TXNC     - 2,222,420.451   881,393.877   MT  0.99992446   +1 39 16.3
 DM1347;SPC TXNC     - 7,291,391.10  2,891,706.41   sFT  0.99992446   +1 39 16.3
 DM1347;UTM  15      - 3,724,499.142   271,243.495   MT  1.00024518   -1 22 00.2
 DM1347
 DM1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1347!SPC TXNC     -   0.99997769  x   0.99992446  =   0.99990215
 DM1347!UTM  15      -   0.99997769  x   1.00024518  =   1.00022286
 DM1347
 DM1347:                Primary Azimuth Mark                     Grid Az
 DM1347:SPC TXNC     -  BLOSSOM MUNICIPAL TANK                   069 01 34.6
 DM1347:UTM  15      -  BLOSSOM MUNICIPAL TANK                   072 02 51.1
 DM1347
 DM1347|---------------------------------------------------------------------|
 DM1347| PID    Reference Object                     Distance      Geod. Az  |
 DM1347|                                                           dddmmss.s |
 DM1347| DM1344 BLOSSOM MUNICIPAL TANK              APPROX. 8.2 KM 0704050.9 |
 DM1347| DM1349 AIRPORT BEACON PARIS MUN APT        APPROX. 0.9 KM 0791900.6 |
 DM1347| DM1425 PARIS NW MUNICIPAL TANK             APPROX. 9.4 KM 2901527.0 |
 DM1347|---------------------------------------------------------------------|
 DM1347
 DM1347                          SUPERSEDED SURVEY CONTROL
 DM1347
 DM1347  NAD 83(1993)-  33 38 08.73623(N)    095 27 58.83554(W) AD(       ) 2
 DM1347  NAD 83(1986)-  33 38 08.74197(N)    095 27 58.82529(W) AD(       ) 2
 DM1347  NAD 27      -  33 38 08.36144(N)    095 27 57.98681(W) AD(       ) 2
 DM1347
 DM1347.Superseded values are not recommended for survey control.
 DM1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1347.See file dsdata.txt to determine how the superseded data were derived.
 DM1347
 DM1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7124324499(NAD 83)
 DM1347_MARKER: DR = REFERENCE MARK DISK
 DM1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1347+STABILITY: SURFACE MOTION
 DM1347
 DM1347  HISTORY     - Date     Condition        Report By
 DM1347  HISTORY     - 1965     MONUMENTED       CGS
 DM1347
 DM1347                          STATION DESCRIPTION
 DM1347
 DM1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DM1347'SEE STATION COX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0886 ***********************************************************************
 BP0886  DESIGNATION -  COY
 BP0886  PID         -  BP0886
 BP0886  STATE/COUNTY-  TX/PECOS
 BP0886  USGS QUAD   -  BELDING NE (1970)
 BP0886
 BP0886                         *CURRENT SURVEY CONTROL
 BP0886  ___________________________________________________________________
 BP0886* NAD 83(1993)-  30 54 37.96997(N)    103 07 30.01023(W)     ADJUSTED  
 BP0886* NAVD 88     -       926.     (meters)    3038.     (feet)  SCALED    
 BP0886  ___________________________________________________________________
 BP0886  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BP0886  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BP0886
 BP0886  HORZ ORDER  -  SECOND
 BP0886
 BP0886.The horizontal coordinates were established by classical geodetic methods
 BP0886.and adjusted by the National Geodetic Survey in February 1996..
 BP0886
 BP0886.The orthometric height was scaled from a topographic map.
 BP0886
 BP0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0886
 BP0886.The geoid height was determined by GEOID03.
 BP0886
 BP0886;                    North         East     Units Scale Factor Converg.
 BP0886;SPC TX C     - 3,141,238.255   433,194.342   MT  0.99988299   -1 26 16.3
 BP0886;SPC TX C     -10,305,879.17  1,421,238.44   sFT  0.99988299   -1 26 16.3
 BP0886;UTM  13      - 3,421,194.803   679,180.680   MT  0.99999605   +0 57 48.4
 BP0886
 BP0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0886!SPC TX C     -   0.99985822  x   0.99988299  =   0.99974123
 BP0886!UTM  13      -   0.99985822  x   0.99999605  =   0.99985428
 BP0886
 BP0886|---------------------------------------------------------------------|
 BP0886| PID    Reference Object                     Distance      Geod. Az  |
 BP0886|                                                           dddmmss.s |
 BP0886| CH8691 COY RM 4                             42.462 METERS 00037     |
 BP0886| CH8690 COY RM 3                             30.148 METERS 08913     |
 BP0886| CH8688 COY RM 1                             24.711 METERS 09705     |
 BP0886| BP0258 COY AZ MK                                          0993310.9 |
 BP0886| CH8689 COY RM 2                             19.747 METERS 17503     |
 BP0886| BP0889 COY 2                                89.905 METERS 19323     |
 BP0886| BP0893 BRUCE 3                             APPROX. 6.7 KM 2795406.1 |
 BP0886|---------------------------------------------------------------------|
 BP0886
 BP0886                          SUPERSEDED SURVEY CONTROL
 BP0886
 BP0886  NAD 83(1986)-  30 54 37.97420(N)    103 07 30.00598(W) AD(       ) 2
 BP0886  NAD 27      -  30 54 37.41900(N)    103 07 28.41500(W) AD(       ) 2
 BP0886
 BP0886.Superseded values are not recommended for survey control.
 BP0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0886.See file dsdata.txt to determine how the superseded data were derived.
 BP0886
 BP0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ7918121195(NAD 83)
 BP0886_MARKER: DS = TRIANGULATION STATION DISK
 BP0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0886
 BP0886  HISTORY     - Date     Condition        Report By
 BP0886  HISTORY     - 1943     MONUMENTED       CGS
 BP0886  HISTORY     - 1963     SEE DESCRIPTION  CGS
 BP0886  HISTORY     - 1970     GOOD             NGS
 BP0886  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0886
 BP0886                          STATION DESCRIPTION
 BP0886
 BP0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0886'THE STATION IS LOCATED ABOUT 15 MILES WEST AND 1-1/2 MILES
 BP0886'NORTH OF FT. STOCKTON.
 BP0886'
 BP0886'TO REACH FROM THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY
 BP0886'290, IN THE NORTH EDGE OF FT. STOCKTON, GO WEST ON U.S. 290
 BP0886'FOR 14.6 MILES TO WIDE CURVE TO RIGHT.  THE STATION IS ON OUT
 BP0886'SIDE OF CURVE, ABOUT 70 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 BP0886'ABOUT 10 FEET SOUTH OF FENCE LINE AND FENCE POST WITH TRIANGLE
 BP0886'BLAZE.
 BP0886'
 BP0886'THE STATION IS A STANDARD DISC SET IN THE TOP OF A CONCRETE
 BP0886'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND LEVEL.  IT IS
 BP0886'STAMPED COY 1943.
 BP0886'
 BP0886'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF A
 BP0886'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.  IT
 BP0886'IS STAMPED COY NO 1 1943.
 BP0886'
 BP0886'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF A
 BP0886'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.  IT IS
 BP0886'STAMPED COY NO 2 1943.
 BP0886'
 BP0886'THE AZIMUTH MARK IS LOCATED ABOUT 2 MILES EAST OF THE STATION,
 BP0886'IN THE NORTH HEADWALL OF A SMALL CONCRETE CULVERT.  IT IS A
 BP0886'STANDARD DISC.  STAMPED COY 1943.
 BP0886'
 BP0886'A 37-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.
 BP0886'
 BP0886'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
 BP0886
 BP0886                          STATION RECOVERY (1963)
 BP0886
 BP0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 BP0886'THE STATION SURFACE MARK WAS FOUND TO BE DESTROYED.  THE
 BP0886'UNDERGROUND STATION MARK, AND THE AZIMUTH MARK WERE RECOVERED
 BP0886'IN GOOD CONDITION.  REFERENCE MARKS NUMBERS 1 AND 2 WERE FOUND
 BP0886'TO BE DESTROYED.  TWO NEW REFERENCE MARKS NUMBERS 3 AND 4
 BP0886'WERE SET.
 BP0886'
 BP0886'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT 15
 BP0886'MILES WEST ALONG U.S. HIGHWAY 290 FROM FORT STOCKTON, ON THE
 BP0886'SOUTHERLY SIDE OF HIGHWAY, AND ON LAND OWNED BY MR. W.J. HOLLADAY.
 BP0886'
 BP0886'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67, 285
 BP0886'AND 290 IN FORT STOCKTON, GO WESTERLY ON THE HIGHWAYS 0.7
 BP0886'MILE TO WHERE U.S. HIGHWAY 285 BEARS RIGHT.  KEEP STRAIGHT
 BP0886'AHEAD ON U.S. HIGHWAYS 67 AND 290 FOR 10.1 MILES TO WHERE
 BP0886'THE HIGHWAYS SEPARATE.  KEEP STRAIGHT AHEAD ON U.S. HIGHWAY 290,
 BP0886'GO 2.5 MILES TO AZIMUTH MARK ON THE RIGHT.  CONTINUE ON U.S.
 BP0886'HIGHWAY 290 FOR 2.05 MILES TO STATION ON THE LEFT.
 BP0886'
 BP0886'THE SUB STATION MARK, A STANDARD DISK STAMPED COY 1943 IS
 BP0886'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS 18 INCHES BELOW
 BP0886'THE SURFACE OF THE GROUND.  IT IS 151 FEET WEST-SOUTHWEST OF
 BP0886'THE CENTER OF A CATTLE GUARD, 139 FEET SOUTH OF THE VALVE ON A
 BP0886'3-INCH GAS LINE WHICH IS ACROSS THE HIGHWAY, 71 FEET SOUTH OF
 BP0886'THE CENTER LINE OF U.S. HIGHWAY 290, 287 FEET SOUTH-SOUTHWEST OF
 BP0886'THE SOUTHWEST CORNER OF A RANCH HOUSE, 112 FEET EAST OF THE
 BP0886'CENTER OF AN IRRIGATION DITCH, AND 14.5 FEET NORTHWEST OF A
 BP0886'DANGER HIGH PRESSURE GAS LINE SIGN OF THE COMANCHE GAS CO.
 BP0886'
 BP0886'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COY NO 3 1943,
 BP0886'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 6
 BP0886'INCHES.  IT IS 50 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 BP0886'290, AND 1 FOOT WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY POST.
 BP0886'
 BP0886'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED COY NO 4 1943,
 BP0886'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS FLUSH WITH THE
 BP0886'SURFACE OF THE GROUND.  IT IS 63 FEET NORTH OF THE CENTER LINE
 BP0886'OF U.S. HIGHWAY 290, 40 FEET WEST OF THE 3-INCH GAS LINE
 BP0886'VALVE, AND 3 FEET EAST OF A POWER LINE POLE.
 BP0886'
 BP0886'AZIMUTH MARK, A STANDARD DISK STAMPED COY 1943, IS CEMENTED
 BP0886'IN A DRILL HOLE IN THE NORTH HEADWALL OF A CONCRETE CULVERT.  IT IS
 BP0886'0.1 MILE EAST OF A SURFACED ROAD WHICH LEADS EAST FROM HIGHWAY,
 BP0886'AND 15 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 290.
 BP0886'
 BP0886'NOTE--A SURFACE STATION MARK WAS NOT SET AS IT WAS REQUESTED
 BP0886'BY LAND OWNER TO KEEP MARK 18 INCHES BELOW GROUND.
 BP0886
 BP0886                          STATION RECOVERY (1970)
 BP0886
 BP0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BP0886'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 4 AND AZIMUTH
 BP0886'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 3
 BP0886'WAS FOUND TO BE DESTROYED.  DUE TO ROAD IMPROVEMENTS THE
 BP0886'SUB-STATION MARK WILL BE UNDER THE ROAD BED OF HIGHWAY.  AZIMUTH
 BP0886'MARK WAS FOUND TO BE IN AREA OF ROAD CONSTRUCTION AND HAD TO
 BP0886'BE DESTROYED.  REFERENCE MARK NO. 4 WAS NOT DISTURBED AS IT
 BP0886'WAS CLEAR OF ROAD WORK.
 BP0886'
 BP0886'THE 1963 RECOVERY NOTE DESCRIPTION AND ROUTE PROCEEDING TO
 BP0886'STATION ARE ADEQUATE FOR RECOVERY OF THE SUB-STATION MARK
 BP0886'AND REFERENCE MARK NO. 4.
 BP0886'
 BP0886'A NEW STATION WAS ESTABLISHED SOUTH OF COY.  DISTANCE BEING 89.904
 BP0886'METERS (294.96 FEET) FROM COY TO COY 2.  THE MARK IS A STANDARD
 BP0886'DISK, STAMPED COY 2 1970, SET IN A 12 IN X 12 IN CONCRETE
 BP0886'POST WHICH PROJECTS 4 INCHES.
 BP0886'
 BP0886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 BP0886'WEST OF FORT STOCKTON.
 BP0886
 BP0886                          STATION RECOVERY (1996)
 BP0886
 BP0886'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0889 ***********************************************************************
 BP0889  CBN         -  This is a Cooperative Base Network Control Station.
 BP0889  DESIGNATION -  COY 2
 BP0889  PID         -  BP0889
 BP0889  STATE/COUNTY-  TX/PECOS
 BP0889  USGS QUAD   -  BELDING NE (1970)
 BP0889
 BP0889                         *CURRENT SURVEY CONTROL
 BP0889  ___________________________________________________________________
 BP0889* NAD 83(1993)-  30 54 35.12997(N)    103 07 30.79410(W)     ADJUSTED  
 BP0889* NAVD 88     -       926.6    (meters)    3040.     (feet)  GPS OBS   
 BP0889  ___________________________________________________________________
 BP0889  X           -  -1,243,924.387 (meters)                     COMP
 BP0889  Y           -  -5,334,807.868 (meters)                     COMP
 BP0889  Z           -   3,257,777.486 (meters)                     COMP
 BP0889  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BP0889  ELLIP HEIGHT-         903.20  (meters)          (10/24/00) GPS OBS
 BP0889  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BP0889
 BP0889  HORZ ORDER  -  A
 BP0889  ELLP ORDER  -  FOURTH    CLASS II
 BP0889
 BP0889.The horizontal coordinates were established by GPS observations
 BP0889.and adjusted by the National Geodetic Survey in May 1997..
 BP0889
 BP0889.The orthometric height was determined by GPS observations and a
 BP0889.high-resolution geoid model.
 BP0889
 BP0889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BP0889
 BP0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0889
 BP0889.The ellipsoidal height was determined by GPS observations
 BP0889.and is referenced to NAD 83.
 BP0889
 BP0889.The geoid height was determined by GEOID03.
 BP0889
 BP0889;                    North         East     Units Scale Factor Converg.
 BP0889;SPC TX C     - 3,141,151.353   433,171.342   MT  0.99988302   -1 26 16.8
 BP0889;SPC TX C     -10,305,594.06  1,421,162.98   sFT  0.99988302   -1 26 16.8
 BP0889;UTM  13      - 3,421,107.003   679,161.339   MT  0.99999596   +0 57 47.9
 BP0889
 BP0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0889!SPC TX C     -   0.99985819  x   0.99988302  =   0.99974122
 BP0889!UTM  13      -   0.99985819  x   0.99999596  =   0.99985415
 BP0889
 BP0889|---------------------------------------------------------------------|
 BP0889| PID    Reference Object                     Distance      Geod. Az  |
 BP0889|                                                           dddmmss.s |
 BP0889| BP0886 COY                                  89.905 METERS 01323     |
 BP0889| AI0343 COY 2 AZ MK                                        1021824.4 |
 BP0889| CH8692 COY 2 RM 5                           26.474 METERS 10319     |
 BP0889| CH8693 COY 2 RM 6                           22.588 METERS 28229     |
 BP0889|---------------------------------------------------------------------|
 BP0889
 BP0889                          SUPERSEDED SURVEY CONTROL
 BP0889
 BP0889  ELLIP H (05/12/97)  903.30   (m)                       GP(       ) 1 1
 BP0889  NAD 83(1993)-  30 54 35.12999(N)    103 07 30.79405(W) AD(       ) A
 BP0889  ELLIP H (01/13/94)  903.30   (m)                       GP(       ) 1 1
 BP0889  ELLIP H (12/21/93)  902.97   (m)                       GP(       ) 4 1
 BP0889  NAD 83(1986)-  30 54 35.13438(N)    103 07 30.78976(W) AD(       ) 2
 BP0889  NAD 27      -  30 54 34.57894(N)    103 07 29.19885(W) AD(       ) 2
 BP0889
 BP0889.Superseded values are not recommended for survey control.
 BP0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0889.See file dsdata.txt to determine how the superseded data were derived.
 BP0889
 BP0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ7916121107(NAD 83)
 BP0889_MARKER: DS = TRIANGULATION STATION DISK
 BP0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0889_SP_SET: SQUARE CONCRETE MONUMENT
 BP0889_STAMPING: COY 2 1970
 BP0889_MARK LOGO: CGS   
 BP0889_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BP0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0889+STABILITY: SURFACE MOTION
 BP0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0889+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1993
 BP0889
 BP0889  HISTORY     - Date     Condition        Report By
 BP0889  HISTORY     - 1970     MONUMENTED       CGS
 BP0889  HISTORY     - 1970     GOOD             CGS
 BP0889  HISTORY     - 19821010 GOOD             NGS
 BP0889  HISTORY     - 19890203 GOOD             NGS
 BP0889  HISTORY     - 19930222 GOOD             NGS
 BP0889  HISTORY     - 19961005 GOOD             USPSQD
 BP0889
 BP0889                          STATION DESCRIPTION
 BP0889
 BP0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (LFS)
 BP0889'THE STATION IS ABOUT 15 MILES WEST OF FORT STOCKTON ALONG THE
 BP0889'SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 290.  ACROSS THE HIGHWAY
 BP0889'AND SOUTH OF AN OIL COMPANY BOOSTER PLANT.
 BP0889'
 BP0889'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67, 285
 BP0889'AND 290 IN THE WEST EDGE OF FORT STOCKTON, GO WEST ON U.S.
 BP0889'HIGHWAYS 67 AND 290 FOR 10.1 MILES TO A JUNCTION OF THE HIGHWAYS.
 BP0889'CONTINUE WEST ON U.S. HIGHWAY 290 FOR 3.5 MILES TO AZIMUTH
 BP0889'MARK ON THE LEFT.  CONTINUE ON HIGHWAY 1.0 MILE TO STATION
 BP0889'ON THE LEFT.
 BP0889'
 BP0889'STATION MARKS ARE STANDARD DISKS, STAMPED COY 2 1970.  THE SURFACE
 BP0889'DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 BP0889'6 INCHES ABOVE GROUND.  IT IS 18 FEET WEST OF A HIGH PRESSURE GAS
 BP0889'LINE, 100 FEET EAST OF THE CENTER OF A GATE, 1 FOOT NORTH OF
 BP0889'RIGHT-OF-WAY FENCE AND 1.5 FEET NORTHEAST OF A METAL WITNESS
 BP0889'POST.  SUB-STATION MARK IS SET IN A ROUND CONCRETE POST ABOUT
 BP0889'36 INCHES BELOW THE SURFACE MARK.
 BP0889'
 BP0889'REFERENCE MARK NO. 5, A STANDARD DISK, STAMPED COY 2 NO 5
 BP0889'1970, SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4
 BP0889'INCHES.  IT IS 69 FEET EAST OF THE HIGH PRESSURE GAS LINE,
 BP0889'2 FEET NORTHWEST OF A CEDAR FENCE POST AND 6 INCHES NORTH OF THE
 BP0889'RIGHT-OF-WAY FENCE.
 BP0889'
 BP0889'REFERENCE MARK NO. 6, A STANDARD DISK, STAMPED COY 2 NO 6
 BP0889'1970, SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6 INCHES.
 BP0889'IT IS 28 FEET EAST OF THE CENTER OF GATE, AND 6 INCHES NORTH OF
 BP0889'RIGHT-OF-WAY FENCE.
 BP0889'
 BP0889'AZIMUTH MARK, A STANDARD DISK, STAMPED COY 2 1970, IS SET IN A
 BP0889'ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES.
 BP0889'IT IS AT THE CENTER ONE OF THREE CEDAR FENCE POSTS, ABOUT 0.1
 BP0889'MILE SOUTHEAST OF A 6-CHANNEL CONCRETE BRIDGE, 2 FEET EAST
 BP0889'OF A METAL WITNESS POST, 6 INCHES NORTH OF THE RIGHT-OF-WAY
 BP0889'FENCE AND AT HIGHWAY STATION 135 + 02.
 BP0889
 BP0889                          STATION RECOVERY (1970)
 BP0889
 BP0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 BP0889'RECOVERED IN GOOD CONDITION.
 BP0889
 BP0889                          STATION RECOVERY (1982)
 BP0889
 BP0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BP0889'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 BP0889'DISTANCES ALL CHECKED BUT NONE OF THE DIRECTIONS CHECKED.  THE AZIMUTH
 BP0889'TO THE AZIMUTH MARK WAS FOUND TO BE TWO DEGREES AND NINE MINUTES
 BP0889'LOWER.  BOTH REFERENCE MARKS APPEAR TO HAVE BEEN HIT.  THERE IS NO
 BP0889'INDICATION OF WHY THE AZIMUTH DID NOT CHECK.  THE STATION IS LOCATED
 BP0889'24.00 KM (14.90 MI) WEST OF FORT STOCKTON, 3.2 KM (2.00 MI) SOUTHWEST
 BP0889'OF THE ENTRANCE TO THE FIRESTONE TEST FACILITY AND ALONG THE SOUTH
 BP0889'RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 10.  TO REACH FROM THE
 BP0889'JUNCTION OF BUSINESS U.S HIGHWAY 290 AND INTERSTATE HIGHWAY 10 (I-10)
 BP0889', GO WEST ON I 1O FOR 16.16 KM (10.05 MI) TO THE JUNCTION WITH U.S
 BP0889'HIGHWAY 67 (ALPINE HIGHWAY) .  CONTINUE WEST ON I-10 3.76 KM (2.35 MI)
 BP0889'TO FIRESTONE ROAD.  CONTINUE WEST ON I 10 FOR 1.6 KM (1.00 MI) TO THE
 BP0889'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON I 10 FOR 1.6
 BP0889'KM (1.00 MI) TO THE STATION ON THE LEFT AT A METAL GATE AND ACROSS THE
 BP0889'INTERSTATE HIGHWAY FROM A RED COLORED HOUSE.  ALL OF THE MARKS ARE
 BP0889'STANDARD CGS DISKS SET IN THE TOP OF A ROUND CONCRETE MONUMENTS
 BP0889'PROJECTING 5 CM.  STATION MARK, STAMPED---COY 2 1970---, IS 30.48
 BP0889'METERS (100.00 FT) EAST OF THE CENTER OF THE GATE, 14.94 METERS (49.02
 BP0889'FT) SOUTH OF THE CENTER OF A FRONTAGE ROAD, 0.46 METER (1.51 FT)
 BP0889'NORTHEAST OF A WITNESS POST AND 0.36 METER (1.18 FT) NORTH OF A FENCE.
 BP0889'REFERENCE MARK 5, STAMPED--COY 2 NO 5 1970---, IS 15.08 METERS (49.47
 BP0889'FT) SOUTH OF THE CENTER OF THE FRONTAGE ROAD AND 0.15 METER (0.49 FT)
 BP0889'NORTH OF A FENCE.  REFERENCE MARK 6, STAMPED---COY 2 NO 6 1970---, IS
 BP0889'15.11 METERS (49.57 FT) SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 8.60
 BP0889'METERS (28.22 FT) EAST OF THE CENTER OF THE GATE AND 0.15 METER (0.49
 BP0889'FT) NORTH OF THE FENCE.  AZIMUTH MARK, STAMPED---COY 2 1970---, IS
 BP0889'14.94 METERS (49.02 FT) SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 0.15
 BP0889'METER (0.49 FT) NORTH OF A FENCE AND AT THE CENTER ONE OF THREE CEDAR
 BP0889'POSTS.
 BP0889
 BP0889                          STATION RECOVERY (1989)
 BP0889
 BP0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 BP0889'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) WEST OF FORT STOCKTON,
 BP0889'3.2 KM (2.00 MI) SOUTHWEST OF THE FIRESTONE RUBBER COMPANY TEST TRACK,
 BP0889'ALONG THE SOUTH RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 10.
 BP0889'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 BP0889'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BP0889'U.S. HIGHWAY 285 (EXIT 257) IN FORT STOCKTON, GO WEST ON INTERSTATE
 BP0889'HIGHWAY 10 FOR 21.3 KM (13.25 MI) TO EXIT 246.  LEAVE THE INTERSTATE
 BP0889'TO THE END OF THE EXIT, TURN LEFT, SOUTH, CROSSING THE INTERSTATE TO
 BP0889'THE SOUTH FRONTAGE ROAD.  TURN RIGHT, WEST, ALONG THE FRONTAGE ROAD
 BP0889'FOR 1.87 KM (1.15 MI) TO A FIVE-CHANNEL CULVERT ON THE RIGHT.
 BP0889'CONTINUE AHEAD FOR 1.32 KM (0.80 MI) TO THE STATION ON THE LEFT, JUST
 BP0889'PAST A RED HOUSE ON THE NORTH SIDE OF THE INTERSTATE.
 BP0889'THE STATION IS 30.7 M (100.7 FT) EAST OF THE CENTER OF AN ALUMINUM
 BP0889'GATE, 30.0 M (98.4 FT) WEST OF THE EXTENDED WEST WALL OF THE RED
 BP0889'HOUSE, 11.6 M (38.1 FT) SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 0.5
 BP0889'M (1.6 FT) NORTHEAST OF A METAL WITNESS POST, 0.4 M (1.3 FT) NORTH OF
 BP0889'THE FENCE, AND ABOUT LEVEL WITH THE FRONTAGE ROAD.
 BP0889'DESCRIBED BY R.D.B.
 BP0889
 BP0889                          STATION RECOVERY (1993)
 BP0889
 BP0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BP0889'STATION IS LOCATED ABOUT 22 KM (13.65 MI) WEST OF FORT STOCKTON, 3 KM
 BP0889'(1.85 MI) SOUTHWEST OF THE FIRESTONE TIRE AND RUBBER COMPANY TEST
 BP0889'TRACK, ALONG THE SOUTH FRONTAGE ROAD OF INTERSTATE HIGHWAY 10, ON THE
 BP0889'RIGHT-OF-WAY, 3 KM (1.85 MI) WEST OF THE OVERPASS AT EXIT 246, 1 KM
 BP0889'(0.60 MI) EAST OF A HIGHWAY OVERPASS, ADJACENT TO PASTURE, AND ACROSS
 BP0889'THE HIGHWAY FROM A RED HOUSE.  OWNERSHIP--TEXAS DEPARTMENT OF
 BP0889'TRANSPORTATION.
 BP0889'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 10
 BP0889'AND FIRESTONE ROAD (EXIT 246), GO SOUTH ON FIRESTONE ROAD FOR 0.21 KM
 BP0889'(0.15 MI) TO THE FRONTAGE ROAD.  TURN RIGHT, WESTERLY, ON FRONTAGE
 BP0889'ROAD FOR 1.70 KM (1.05 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BP0889'AHEAD FOR 1.46 KM (0.90 MI) TO THE STATION ON THE LEFT JUST BEFORE
 BP0889'REACHING AN ALUMINUM SLAT PASTURE GATE ON THE LEFT.
 BP0889'STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 BP0889'PROJECTING 5 CM ABOVE GROUND.  IT IS 11.6 M (38.1 FT) SOUTH OF AND
 BP0889'LEVEL WITH THE ROAD CENTER, 0.4 M (1.3 FT) NORTH OF THE RIGHT-OF-WAY
 BP0889'FENCE, 0.5 M (1.6 FT) NORTHEAST OF A METAL WITNESS POST, 28.1 M
 BP0889'(92.2 FT) EAST OF THE EAST GATE POST OF ALUMINUM GATE AND ABOUT 7 M
 BP0889'(23.0 FT) NORTHWEST OF A VERTICAL VENT PIPE IN THE PASTURE.
 BP0889
 BP0889                          STATION RECOVERY (1996)
 BP0889
 BP0889'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0096 ***********************************************************************
 AJ0096  DESIGNATION -  COYOTE
 AJ0096  PID         -  AJ0096
 AJ0096  STATE/COUNTY-  TX/DUVAL
 AJ0096  USGS QUAD   -  ROSITA SE (1969)
 AJ0096
 AJ0096                         *CURRENT SURVEY CONTROL
 AJ0096  ___________________________________________________________________
 AJ0096* NAD 83(1993)-  27 46 13.16992(N)    098 20 36.91966(W)     ADJUSTED  
 AJ0096* NAVD 88     -       136.998  (meters)     449.47   (feet)  POSTED    
 AJ0096  ___________________________________________________________________
 AJ0096  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AJ0096  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AJ0096  DYNAMIC HT  -         136.790 (meters)     448.79  (feet)  COMP
 AJ0096  MODELED GRAV-     979,090.3   (mgal)                       NAVD 88
 AJ0096
 AJ0096  HORZ ORDER  -  FIRST
 AJ0096  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0096
 AJ0096.The horizontal coordinates were established by classical geodetic methods
 AJ0096.and adjusted by the National Geodetic Survey in February 1996..
 AJ0096
 AJ0096.The orthometric height was determined by differential leveling
 AJ0096.and adjusted by the National Geodetic Survey in 1992..
 AJ0096.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0096.rate of 1.1 thru 2.0 mm/km.
 AJ0096
 AJ0096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ0096
 AJ0096.The geoid height was determined by GEOID03.
 AJ0096
 AJ0096.The dynamic height is computed by dividing the NAVD 88
 AJ0096.geopotential number by the normal gravity value computed on the
 AJ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0096.degrees latitude (g = 980.6199 gals.).
 AJ0096
 AJ0096.The modeled gravity was interpolated from observed gravity values.
 AJ0096
 AJ0096;                    North         East     Units Scale Factor Converg.
 AJ0096;SPC TX S     - 5,233,084.459   315,417.154   MT  0.99998466   +0 04 15.6
 AJ0096;SPC TX S     -17,168,877.93  1,034,831.11   sFT  0.99998466   +0 04 15.6
 AJ0096;UTM  14      - 3,071,933.142   564,677.136   MT  0.99965163   +0 18 21.1
 AJ0096
 AJ0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ0096!SPC TX S     -   0.99998255  x   0.99998466  =   0.99996721
 AJ0096!UTM  14      -   0.99998255  x   0.99965163  =   0.99963419
 AJ0096
 AJ0096|---------------------------------------------------------------------|
 AJ0096| PID    Reference Object                     Distance      Geod. Az  |
 AJ0096|                                                           dddmmss.s |
 AJ0096| CV3086 COYOTE RM 1                          14.425 METERS 10942     |
 AJ0096| CV3085 COYOTE AZ MK                                       1112331.6 |
 AJ0096| CV3087 COYOTE RM 2                          14.260 METERS 19758     |
 AJ0096|---------------------------------------------------------------------|
 AJ0096
 AJ0096                          SUPERSEDED SURVEY CONTROL
 AJ0096
 AJ0096  NAD 83(1986)-  27 46 13.17610(N)    098 20 36.89593(W) AD(       ) 1
 AJ0096  NAD 27      -  27 46 12.08700(N)    098 20 35.86500(W) AD(       ) 1
 AJ0096  NGVD 29 (??/??/92)  137.059  (m)          449.67   (f) ADJ UNCH    2 0
 AJ0096
 AJ0096.Superseded values are not recommended for survey control.
 AJ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0096.See file dsdata.txt to determine how the superseded data were derived.
 AJ0096
 AJ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR6467771933(NAD 83)
 AJ0096_MARKER: DB = BENCH MARK DISK
 AJ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0096_STAMPING: COYOTE 1935
 AJ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0096+STABILITY: SURFACE MOTION
 AJ0096
 AJ0096  HISTORY     - Date     Condition        Report By
 AJ0096  HISTORY     - 1935     MONUMENTED       CGS
 AJ0096  HISTORY     - 1935     GOOD             CGS
 AJ0096  HISTORY     - 1935     GOOD             CGS
 AJ0096
 AJ0096                          STATION DESCRIPTION
 AJ0096
 AJ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ0096'STATION IS ABOUT 6-1/2 MILES, A LITTLE N OF W FROM SAN DIEGO
 AJ0096'AND ABOUT 20-1/2 MILES E OF N FROM BENAVIDES.  53 FEET S OF THE
 AJ0096'SAN DIEGO-FREER ROAD.  NEAR THE TOP OF GRADE.  IT IS ABOUT 1/2
 AJ0096'MILE S OF A SMALL HOUSE AND WINDMILL WHICH CAN BE SEEN FROM THE
 AJ0096'ROAD.  MARK PROJECTS 4 INCHES ABOVE GROUND.
 AJ0096'
 AJ0096'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ0096'BRONZE DISKS SET IN CONCRETE.
 AJ0096'
 AJ0096'REFERENCE MARK NO. 1 IS E OF STATION.  52 FEET S OF ROAD.
 AJ0096'MARK PROJECTS 4 INCHES ABOVE GROUND.
 AJ0096'
 AJ0096'REFERENCE MARK NO. 2 IS S OF STATION.  MARK PROJECTS 4 INCHES
 AJ0096'ABOVE GROUND.
 AJ0096'
 AJ0096'AZIMUTH MARK IS 0.5 MILE E OF STATION.  42 FEET S OF CENTER
 AJ0096'LINE OF ROAD.  MARK PROJECTS 6 INCHES ABOVE GROUND.  TO REACH
 AJ0096'FROM STATION GO 0.5 MILE E ON ROAD TO CURVE AND MARK ON RIGHT.
 AJ0096'
 AJ0096'TO REACH STATION FROM THE POST OFFICE IN SAN DIEGO, GO W ON THE
 AJ0096'SAN DIEGO ROAD FOR 6.7 MILES OR 1.25 MILES W OF A TELEPHONE
 AJ0096'AND PIPE LINE CROSSING OF THE UNITED GAS PIPE LINE.  STATION
 AJ0096'IS THEN ON LEFT SIDE OF ROAD.
 AJ0096'
 AJ0096'HEIGHT OF LIGHT ABOVE STATION MARK - 4.0 METERS.
 AJ0096
 AJ0096                          STATION RECOVERY (1935)
 AJ0096
 AJ0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CLF)
 AJ0096'ABOUT 6.9 MILES W ALONG STATE HIGHWAY 55 FROM SAN DIEGO, DUVAL
 AJ0096'COUNTY, AT THE TOP OF A HILL, AND ABOUT 53 FEET S OF THE CENTER
 AJ0096'LINE OF THE HIGHWAY.  A BRONZE STATION DISK, STAMPED COYOTE 1935
 AJ0096'AND SET IN THE TOP OF A CONCRETE POST.  (ELEVATION 137.059
 AJ0096'METERS.  449.668 FEET.)
 AJ0096
 AJ0096                          STATION RECOVERY (1935)
 AJ0096
 AJ0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 AJ0096'6.9 MI W FROM SAN DIEGO.
 AJ0096'6.9 MILES WEST OF AND ALONG STATE HIGHWAY 55.  53 FT. S. OF CENTERLINE
 AJ0096'OF HY.  AT TOP OF A HILL.  SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0814 ***********************************************************************
 EN0814  DESIGNATION -  COYOTE
 EN0814  PID         -  EN0814
 EN0814  STATE/COUNTY-  TX/ARMSTRONG
 EN0814  USGS QUAD   -  GIP CREEK (1963)
 EN0814
 EN0814                         *CURRENT SURVEY CONTROL
 EN0814  ___________________________________________________________________
 EN0814* NAD 83(1993)-  34 49 56.20873(N)    101 18 23.66062(W)     ADJUSTED  
 EN0814* NAVD 88     -       914.     (meters)    2999.     (feet)  SCALED    
 EN0814  ___________________________________________________________________
 EN0814  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 EN0814  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 EN0814
 EN0814  HORZ ORDER  -  SECOND
 EN0814
 EN0814.The horizontal coordinates were established by classical geodetic methods
 EN0814.and adjusted by the National Geodetic Survey in February 1996..
 EN0814
 EN0814.The orthometric height was scaled from a topographic map.
 EN0814
 EN0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0814
 EN0814.The geoid height was determined by GEOID03.
 EN0814
 EN0814;                    North         East     Units Scale Factor Converg.
 EN0814;SPC TX N     - 1,092,348.655   217,692.936   MT  0.99996275   +0 06 43.6
 EN0814;SPC TX N     - 3,583,813.88    714,214.24   sFT  0.99996275   +0 06 43.6
 EN0814;UTM  14      - 3,856,869.638   289,072.919   MT  1.00014837   -1 19 04.6
 EN0814
 EN0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0814!SPC TX N     -   0.99986072  x   0.99996275  =   0.99982347
 EN0814!UTM  14      -   0.99986072  x   1.00014837  =   1.00000907
 EN0814
 EN0814:                Primary Azimuth Mark                     Grid Az
 EN0814:SPC TX N     -  COYOTE AZ MK                             041 59 41.0
 EN0814:UTM  14      -  COYOTE AZ MK                             043 25 29.2
 EN0814
 EN0814|---------------------------------------------------------------------|
 EN0814| PID    Reference Object                     Distance      Geod. Az  |
 EN0814|                                                           dddmmss.s |
 EN0814| CJ7005 COYOTE AZ MK                                       0420624.6 |
 EN0814| CJ7006 COYOTE RM 1                          12.611 METERS 17213     |
 EN0814| CJ7007 COYOTE RM 2                           7.875 METERS 28606     |
 EN0814|---------------------------------------------------------------------|
 EN0814
 EN0814                          SUPERSEDED SURVEY CONTROL
 EN0814
 EN0814  NAD 83(1993)-  34 49 56.21059(N)    101 18 23.65592(W) AD(       ) 2
 EN0814  NAD 83(1986)-  34 49 56.21546(N)    101 18 23.65340(W) AD(       ) 2
 EN0814  NAD 27      -  34 49 56.02167(N)    101 18 22.07264(W) AD(       ) 2
 EN0814
 EN0814.Superseded values are not recommended for survey control.
 EN0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0814.See file dsdata.txt to determine how the superseded data were derived.
 EN0814
 EN0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8907356870(NAD 83)
 EN0814_MARKER: DS = TRIANGULATION STATION DISK
 EN0814_SETTING: 66 = SET IN ROCK OUTCROP
 EN0814
 EN0814  HISTORY     - Date     Condition        Report By
 EN0814  HISTORY     - 1964     MONUMENTED       CGS
 EN0814
 EN0814                          STATION DESCRIPTION
 EN0814
 EN0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0814'THE STATION IS LOCATED ABOUT 25 MILES NORTH OF SILVERTON, 24 MILES
 EN0814'WEST SOUTHWEST OF CLARENDON, 20 MILES SOUTH SOUTHEAST OF CLAUDE, IN
 EN0814'THE PALO DURO CANYON ON A NORTH-SOUTH RIDGE, ABOUT 100 YARDS SOUTH
 EN0814'OF THE HIGHEST PART OF A HILL ON A ROCKY POINT.
 EN0814'
 EN0814'TO REACH THE STATION FROM THE JUNCTION OF TEXAS FARM ROADS 284 AND
 EN0814'2272, ABOUT 14 MILES SOUTH OF CLAUDE, GO EAST ON FARM ROAD 2272 FOR
 EN0814'6.15 MILES TO THE END OF THE PAVEMENT AND A SIDE ROAD RIGHT.  TURN
 EN0814'RIGHT ON GRADED ROAD AND GO SOUTH FOR 1.0 MILE TO A CATTLE GUARD.
 EN0814'CROSS THE CATTLE GUARD, TURN RIGHT OFF THE MAIN ROAD AND GO 0.55
 EN0814'MILE ON A TRACK ROAD TO A FORK.  TAKE THE LEFT FORK AND GO 1.25
 EN0814'MILES TO TWO WINDMILLS ON THE RIGHT.  CONTINUE SOUTH FOR 0.55 MILE
 EN0814'TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR
 EN0814'0.25 MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.75
 EN0814'MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON TRACK ROAD
 EN0814'FOR 1.2 MILES TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON
 EN0814'TRACK ROAD FOR 0.65 MILE TO A WIRE GATE AND THE AZIMUTH MARK BY
 EN0814'THE WEST GATE POST WHICH HAS A METAL WITNESS POST SIGN NAILED ON
 EN0814'IT.  HERE TURN RIGHT ON A DIM TRACK ROAD ON THE NORTH SIDE OF THE
 EN0814'FENCE AND FOLLOW THE FENCE LINE WEST FOR 0.2 MILE TO A FENCE
 EN0814'CORNER.  TURN SOUTH AND FOLLOW ALONG THE WEST SIDE OF THE FENCE LINE
 EN0814'FOR 0.2 MILE TO A SMALL POND ON THE RIGHT.  CONTINUE SOUTH
 EN0814'ALONG THE FENCE LINE FOR 0.15 MILE TO A WIRE GATE.  PASS THROUGH
 EN0814'GATE AND GO ALONG FENCE LINE FOR 0.05 MILE.  HERE TURN RIGHT AND
 EN0814'WORK YOUR WAY WEST THROUGH BRUSH FOR 0.1 MILE TO THE BASE OF THE
 EN0814'RIDGE AND THE END OF TRUCK TRAVEL.  PACK WEST-SOUTHWEST TO THE TOP
 EN0814'OF THE RIDGE THEN SOUTH FOR ABOUT 100 YARDS TO THE STATION.
 EN0814'ABOUT A 25 MINUTE PACK.
 EN0814'
 EN0814'THE STATION MARK IS A STANDARD DISK, STAMPED COYOTE 1964, CEMENTED
 EN0814'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 EN0814'
 EN0814'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COYOTE NO 1 1964,
 EN0814'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 6 INCHES AND
 EN0814'IS ABOUT ONE FOOT LOWER IN ELEVATION THAN THE STATION.
 EN0814'
 EN0814'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COYOTE NO 2 1964,
 EN0814'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK THAT PROJECTS 3
 EN0814'FEET ON THE WEST SIDE AND IS FLUSH ON THE EAST.
 EN0814'
 EN0814'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COYOTE 1964, CEMENTED
 EN0814'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 EN0814'INCH ABOVE THE GROUND.  IT IS 11 FEET WEST OF THE CENTER OF THE
 EN0814'ROAD, 2.0 FEET WEST OF THE GATE POST WITH THE WITNESS SIGN
 EN0814'ATTACHED, AND 0.9 FOOT NORTH OF THE EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1693 ***********************************************************************
 FL1693  DESIGNATION -  COYOTE
 FL1693  PID         -  FL1693
 FL1693  STATE/COUNTY-  TX/HUTCHINSON
 FL1693  USGS QUAD   -  PRINGLE (1978)
 FL1693
 FL1693                         *CURRENT SURVEY CONTROL
 FL1693  ___________________________________________________________________
 FL1693* NAD 83(1993)-  35 59 31.33202(N)    101 28 59.61715(W)     ADJUSTED  
 FL1693* NAVD 88     -      1000.     (meters)    3281.     (feet)  SCALED    
 FL1693  ___________________________________________________________________
 FL1693  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 FL1693  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 FL1693
 FL1693  HORZ ORDER  -  SECOND
 FL1693
 FL1693.The horizontal coordinates were established by classical geodetic methods
 FL1693.and adjusted by the National Geodetic Survey in February 1996..
 FL1693
 FL1693.The orthometric height was scaled from a topographic map.
 FL1693
 FL1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1693
 FL1693.The geoid height was determined by GEOID03.
 FL1693
 FL1693;                    North         East     Units Scale Factor Converg.
 FL1693;SPC TX N     - 1,220,995.034   201,512.410   MT  0.99996098   +0 00 35.0
 FL1693;SPC TX N     - 4,005,881.21    661,128.63   sFT  0.99996098   +0 00 35.0
 FL1693;UTM  14      - 3,985,916.999   276,148.295   MT  1.00021749   -1 27 35.8
 FL1693
 FL1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1693!SPC TX N     -   0.99984722  x   0.99996098  =   0.99980821
 FL1693!UTM  14      -   0.99984722  x   1.00021749  =   1.00006468
 FL1693
 FL1693|---------------------------------------------------------------------|
 FL1693| PID    Reference Object                     Distance      Geod. Az  |
 FL1693|                                                           dddmmss.s |
 FL1693| CJ7003 COYOTE RM 1                          17.054 METERS 07929     |
 FL1693| FL1691 PRINGLE BARNETT GRAIN CO ELEV       APPROX. 5.3 KM 1512117.5 |
 FL1693| FL1690 PRINGLE MARTIN LANE GRAIN ELEV      APPROX. 5.5 KM 1521817.1 |
 FL1693| CJ7004 COYOTE RM 2                          13.960 METERS 17457     |
 FL1693| FL1829 GEOD                                APPROX. 3.0 KM 2762627.5 |
 FL1693|---------------------------------------------------------------------|
 FL1693
 FL1693                          SUPERSEDED SURVEY CONTROL
 FL1693
 FL1693  NAD 83(1993)-  35 59 31.33190(N)    101 28 59.61718(W) AD(       ) 2
 FL1693  NAD 83(1986)-  35 59 31.34080(N)    101 28 59.60504(W) AD(       ) 2
 FL1693  NAD 27      -  35 59 31.20900(N)    101 28 58.00900(W) AD(       ) 2
 FL1693
 FL1693.Superseded values are not recommended for survey control.
 FL1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1693.See file dsdata.txt to determine how the superseded data were derived.
 FL1693
 FL1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7614885917(NAD 83)
 FL1693_MARKER: DS = TRIANGULATION STATION DISK
 FL1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1693
 FL1693  HISTORY     - Date     Condition        Report By
 FL1693  HISTORY     - 1952     MONUMENTED       CGS
 FL1693
 FL1693                          STATION DESCRIPTION
 FL1693
 FL1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1693'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF STINNETT, 3
 FL1693'MILES NORTHWEST OF PRINGLE, 0.6 MILE WEST OF THE CHICAGO-ROCK
 FL1693'ISLAND RAILROAD AND IN PASTURE LAND, 0.2 MILE WEST OF A DIRT
 FL1693'ROAD.
 FL1693'
 FL1693'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 278 AND
 FL1693'1598 IN PRINGLE.  GO NORTH ON FARM ROAD 278 FOR 2 MILES TO A
 FL1693'T-ROAD LEFT.  TURN LEFT, WEST, AND GO 1.0 MILE TO A T-ROAD RIGHT.
 FL1693'TURN RIGHT AND GO NORTH FOR 0.45 MILE TO A GATE ON THE LEFT.
 FL1693'PASS THROUGH THE GATE AND GO NORTHWEST FOR 0.55 MILE TO THE
 FL1693'STATION SITE.
 FL1693'
 FL1693'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FL1693'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 FL1693'STAMPED COYOTE 1952.
 FL1693'
 FL1693'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 FL1693'CONCRETE CYLINDER AND IS AT THE SAME ELEVATION AS THE STATION.
 FL1693'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED COYOTE NO 1
 FL1693'1952.
 FL1693'
 FL1693'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 FL1693'CONCRETE CYLINDER AND IS AT THE SAME ELEVATION AS THE STATION.
 FL1693'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED COYOTE NO 2
 FL1693'1952.
 FL1693'
 FL1693'TRIANGULATION STATION GEOD IS THE AZIMUTH MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1415 ***********************************************************************
 AH1415  DESIGNATION -  COYOTE 2
 AH1415  PID         -  AH1415
 AH1415  STATE/COUNTY-  TX/KENEDY
 AH1415  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1415
 AH1415                         *CURRENT SURVEY CONTROL
 AH1415  ___________________________________________________________________
 AH1415* NAD 83(1993)-  27 08 34.73915(N)    097 26 56.78747(W)     ADJUSTED  
 AH1415* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1415  ___________________________________________________________________
 AH1415  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AH1415  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AH1415
 AH1415  HORZ ORDER  -  SECOND
 AH1415
 AH1415.The horizontal coordinates were established by classical geodetic methods
 AH1415.and adjusted by the National Geodetic Survey in February 1996..
 AH1415
 AH1415.The orthometric height was scaled from a topographic map.
 AH1415
 AH1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1415
 AH1415.The geoid height was determined by GEOID03.
 AH1415
 AH1415;                    North         East     Units Scale Factor Converg.
 AH1415;SPC TX S     - 5,163,997.148   404,162.114   MT  0.99989785   +0 28 37.6
 AH1415;SPC TX S     -16,942,213.98  1,325,988.54   sFT  0.99989785   +0 28 37.6
 AH1415;UTM  14      - 3,003,221.183   653,688.022   MT  0.99989158   +0 42 27.6
 AH1415
 AH1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1415!SPC TX S     -   1.00000356  x   0.99989785  =   0.99990141
 AH1415!UTM  14      -   1.00000356  x   0.99989158  =   0.99989514
 AH1415
 AH1415|---------------------------------------------------------------------|
 AH1415| PID    Reference Object                     Distance      Geod. Az  |
 AH1415|                                                           dddmmss.s |
 AH1415| CV3090 COYOTE 2 RM 1                        20.647 METERS 02803     |
 AH1415| CV3088 COYOTE 2 AZ MK                                     2592632.7 |
 AH1415| CV3091 COYOTE 2 RM 2                       119.305 METERS 26101     |
 AH1415| CV3089 COYOTE 2 RM                         143.600 METERS 26342     |
 AH1415| AH1408 CARNESTOLIENDOS WINDMILL            APPROX. 1.9 KM 2660545.2 |
 AH1415|---------------------------------------------------------------------|
 AH1415
 AH1415                          SUPERSEDED SURVEY CONTROL
 AH1415
 AH1415  NAD 83(1986)-  27 08 34.75715(N)    097 26 56.76363(W) AD(       ) 2
 AH1415  NAD 27      -  27 08 33.58400(N)    097 26 55.81100(W) AD(       ) 2
 AH1415
 AH1415.Superseded values are not recommended for survey control.
 AH1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1415.See file dsdata.txt to determine how the superseded data were derived.
 AH1415
 AH1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5368803221(NAD 83)
 AH1415_MARKER: DS = TRIANGULATION STATION DISK
 AH1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1415_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1415
 AH1415  HISTORY     - Date     Condition        Report By
 AH1415  HISTORY     - 1913     MONUMENTED       CGS
 AH1415  HISTORY     - 1939     GOOD             CGS
 AH1415  HISTORY     - 1949     GOOD             CGS
 AH1415  HISTORY     - 1950     GOOD             CGS
 AH1415  HISTORY     - 1969     GOOD             CGS
 AH1415
 AH1415                          STATION DESCRIPTION
 AH1415
 AH1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AH1415'THE STATION IS ABOUT 1 MILE E FROM CARNESTOLIENDOS RANCH
 AH1415'AND A MOTTE, ON A SMALL PIECE OF LAND WHICH IS AN ISLAND
 AH1415'AT HIGH WATER.  THE ISLAND IS ABOUT 1/4 MILE FROM THE W SHORE
 AH1415'OF LAGUNA MADRE AND A LITTLE SW FROM A ROCKY BAYOU BETWEEN
 AH1415'TWO LONG NARROW ISLANDS.  THE GROUND IS HARD AND IS COVERED
 AH1415'WITH MANY LARGE SPANISH DAGGERS.  SURFACE AND UNDERGROUND
 AH1415'MARKS ARE STANDARD BRONZE DISKS.
 AH1415'A STANDARD BRONZE DISK IN CONCRETE,
 AH1415'DESCRIBES THE REFERENCE MARK, WHICH IS 143.6 METERS (471.1
 AH1415'FEET) FROM THE STATION.
 AH1415'BEARINGS AND DISTANCES ARE--TO WINDMILL, S 57 DEG 01
 AH1415'MIN W, 2 MILES.  WINDMILL, S 81 DEG 39 MIN W.
 AH1415
 AH1415                          STATION RECOVERY (1939)
 AH1415
 AH1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1415'STATION IS LOCATED ABOUT 22 MILES ESE OF SARITA, ABOUT 8.5
 AH1415'MILES S OF POINT PENESCAL ON THE S SIDE OF BAFFIN BAY, ON
 AH1415'THE KENEDY RANCH.  IT IS ABOUT 1.0 MILE E OF THE CARNESTOLIENDOS
 AH1415'CAMP, JUST W OF A LONG NARROW ISLAND WHICH LIES ALONG THE
 AH1415'W SHORE OF LAGUNA MADRE, ABOUT 3/4 MILE S OF THE N END OF
 AH1415'THIS ISLAND AND ABOUT 1/4 MILE W OF LAGUNA MADRE.  STATION
 AH1415'IS ON THE E SIDE OF A SMALL ISLAND, SOMEWHAT CIRCULAR IN
 AH1415'SHAPE, WITH A LONG NARROW POINT EXTENDING W FROM THE N SIDE
 AH1415'AND A POND IN THE CENTER.  IT IS ON THE HIGHEST PART OF THE
 AH1415'ISLAND ABOUT 200 FEET S OF N SIDE, ABOUT 165 FEET N OF S
 AH1415'SIDE, 85 FEET W OF E SIDE OF ISLAND AND 130 FEET E OF POND.
 AH1415'
 AH1415'STATION IS IN KENEDY COUNTY AND NOT WILLACY COUNTY AS STATED
 AH1415'IN THE 1913 DESCRIPTION.
 AH1415'
 AH1415'STATION MARK WAS FOUND IN GOOD CONDITION.  ONE OLD REFERENCE
 AH1415'MARK WAS FOUND TURNED OVER ON ITS SIDE SO TWO NEW ONES WERE
 AH1415'ESTABLISHED.
 AH1415'
 AH1415'AZIMUTH MARK, WAS SET 1 MILE W OF STATION AT
 AH1415'CARNESTOLIENDOS CAMP, 610 FEET S OF WINDMILL AND 40 FEET
 AH1415'SW OF SW CORNER POST OF FENCE AROUND CAMP.
 AH1415'
 AH1415'STATION IS REACHED AS FOLLOWS--FROM THE CARNESTOLIENDOS
 AH1415'CAMP ON THE KENEDY RANCH PASS THROUGH GATE IN FENCE E OF
 AH1415'HOUSE AND GO ON DIM TRAIL E 1.2 MILES TO THE STATION.
 AH1415
 AH1415                          STATION RECOVERY (1949)
 AH1415
 AH1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1415'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED IN GOOD
 AH1415'CONDITION.
 AH1415'
 AH1415'TO REACH FROM THE CROSSROADS E OF SARITA, GO E ON RANCH ROAD
 AH1415'THROUGH LOCKED GATE 5.7 MILES TO FORK JUST W OF RANCH HOUSE,
 AH1415'TAKE LEFT FORK AND GO 5.0 MILES ALONG GRADED ROAD TO HOUSE
 AH1415'ON BAFFIN BAY, TURN RIGHT ON TRACK ROAD SW OF HOUSE FOR 1.4
 AH1415'MILES TO LOCKED GATE, PASS THROUGH GATE 0.05 MILE TO FORK,
 AH1415'TAKE RIGHT FORK AND CONTINUE E AND SE 5.25 MILES TO WINDMILL
 AH1415'ABOUT 1/4 MILE TO RIGHT, CONTINUE E ON TRACK ROAD 2.35 MILES
 AH1415'TO GATE, PASS THROUGH GATE AND FOLLOW TRACK ROAD 1.8 MILES
 AH1415'TO LARGE SAND DUNE, TURN RIGHT ON TRACK ROAD PARALLELING
 AH1415'N SIDE OF SAND DUNES AND CONTINUE EASTERLY 4.55 MILES TO
 AH1415'GATE, PASS THROUGH AND CONTINUE 0.6 MILE TO OLD
 AH1415'CARNESTOLENDAS RANCH HOUSE, PASS THROUGH GATE, ANGLE LEFT
 AH1415'PASSING TO N OF OLD HOUSE AND GO ABOUT 0.2 MILE TO GATE E
 AH1415'OF WINDMILL, FROM GATE CONTINUE EASTERLY ACROSS OPEN
 AH1415'PASTURE 1.35 MILES TO STATION.
 AH1415'
 AH1415'THE STATION IS ON THE E SIDE OF AN ISLAND SOMEWHAT CIRCULAR
 AH1415'IN SHAPE WITH A POND IN THE CENTER.  IT IS ON THE HIGHEST
 AH1415'PART OF THE ISLAND 200 FT. S OF N SIDE, 165 FT. N OF S SIDE,
 AH1415'130 FT. E OF POND AND 3 FT. N OF A WITNESS POST.  A STANDARD
 AH1415'DISK STAMPED COYOTE 2 1913 IN TOP OF A 12 INCH DIAMETER
 AH1415'CONCRETE MONUMENT PROJECTING 8 INCHES.
 AH1415'
 AH1415'REFERENCE MARK NO. 1 IS NE OF THE STATION ALONG THE HIGH PART
 AH1415'OF THE ISLAND.  A STANDARD DISK STAMPED COYOTE 2 1913 1939
 AH1415'NO 1 IN TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING
 AH1415'6 INCHES.
 AH1415'
 AH1415'REFERENCE MARK NO. 2 IS W OF THE STATION AND ALONG THE HIGH
 AH1415'SIDE OF THE ISLAND.  A STANDARD DISK STAMPED COYOTE 2 1913
 AH1415'1939 NO 2 IN TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING
 AH1415'10 INCHES.
 AH1415'
 AH1415'THE AZIMUTH MARK IS ABOUT 1.5 MILES W OF THE STATION AT THE
 AH1415'RANCH HOUSE AND AT THE SW CORNER OF THE FENCE AROUND THE
 AH1415'HOUSE, 37 FT. SE OF THE SW CORNER AND 3 FT. E OF A WITNESS
 AH1415'POST.  A STANDARD DISK STAMPED COYOTE 2 1913 1939 IN TOP OF A
 AH1415'12 INCH SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES.
 AH1415
 AH1415                          STATION RECOVERY (1950)
 AH1415
 AH1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1415'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 AH1415'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 AH1415'
 AH1415'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AH1415'
 AH1415'THE STATION IS LOCATED ABOUT 22.0 MILES EAST-SOUTHEAST OF
 AH1415'SARITA, 8.5 MILES SOUTH OF POINT PENESCAL ON THE SOUTH SIDE
 AH1415'OF BAFFIN BAY, 1.0 MILE EAST OF THE CARNESTOLIENDOS CAMP,
 AH1415'0.75 MILE NORTH OF THE SOUTH END OF THE ISLAND AND 0.25
 AH1415'MILE WEST OF LAGUNA MADRE ON THE EAST SIDE OF A SMALL ISLAND
 AH1415'WITH A POND IN THE CENTER.  IT IS ON THE HIGHEST POINT OF
 AH1415'THE ISLAND, 130 FEET EAST OF THE EAST END OF POND AND 85 FEET
 AH1415'WEST OF THE EAST END OF THE ISLAND.  IT IS STAMPED COYOTE
 AH1415'2 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 AH1415'
 AH1415'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION,
 AH1415'75 FEET WEST OF THE EAST END OF THE ISLAND.  IT IS STAMPED
 AH1415'COYOTE 2 NO 1 1939 AND PROJECTS 8 INCHES.D
 AH1415'
 AH1415'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 65
 AH1415'FEET SOUTH OF THE SOUTHWEST CORNER OF POND AND 60 FEET NORTH
 AH1415'OF THE SOUTH EDGE OF THE ISLAND.  IT IS STAMPED COYOTE 2
 AH1415'NO 2 1939 AND PROJECTS 9 INCHES.
 AH1415'
 AH1415'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 600 FEET
 AH1415'SOUTH OF WINDMILL, 40 FEET EAST-SOUTHEAST OF SOUTHWEST CORNER
 AH1415'OF FENCE AROUND HOUSE AT CARNESTOLIENDOS CAMP, 20 FEET SOUTH
 AH1415'OF EAST-WEST FENCE LINE AND 2 FEET EAST OF WITNESS POST.  IT
 AH1415'IS STAMPED COYOTE 2 1939 AND PROJECTS 8 INCHES.
 AH1415'
 AH1415'TO REACH THE STATION FROM THE CROSSROAD ON U.S. HIGHWAY
 AH1415'77 JUST EAST OF STORE IN SARITA, GO EAST ON RANCH ROAD FOR
 AH1415'2.45 MILES TO LOCKED GATE, (GET KEY FROM OFFICIALS IN SARITA)
 AH1415'PASS THROUGH GATE AND CONTINUE FOR 3.2 MILES TO FORK WEST
 AH1415'OF RANCH HOUSE, TAKE LEFT FORK FOR 0.35 MILE TO GATE, GO
 AH1415'THROUGH GATE AND CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO
 AH1415'GATE, GO THROUGH GATE AND CONTINUE ON GRADED ROAD PASSING
 AH1415'THROUGH TWO GATES FOR 4.1 MILES TO HOUSE ON BAFFIN BAY, TURN
 AH1415'RIGHT ON TRACK ROAD ABOUT 50 YARDS SOUTHWEST OF HOUSE AND
 AH1415'FOLLOW TRACK ROAD ALONG BAY FOR 1.4 MILES TO LOCKED GATE,
 AH1415'(KEY FROM OFFICIALS IN SARITA) GO THROUGH GATE AND GO 0.05
 AH1415'MILE TO FORK, TAKE RIGHT FORK AND CONTINUE EAST AND
 AH1415'SOUTHEAST FOR 5.25 MILES TO WINDMILL ABOUT 0.25 MILE TO THE
 AH1415'RIGHT, CONTINUE ON TRACK ROAD EASTERLY FOR 2.35 MILES
 AH1415'TO GATE, GO THROUGH GATE AND CONTINUE FOR 0.2 MILE TO
 AH1415'FENCE CORNER, CONTINUE FOR 0.15 MILE TO GATE ON THE LEFT,
 AH1415'CONTINUE ON THE SOUTH SIDE OF FENCE FOR 0.25 MILE TO
 AH1415'FENCE CORNER AND REVERSE FORK, CONTINUE ON TRACK ROAD
 AH1415'EASTERLY FOR 1.2 MILES TO LARGE SAND DUNES, CONTINUE
 AH1415'EASTERLY ON TRACK ROAD NORTH OF SAND DUNES FOR 4.55
 AH1415'MILES TO GATE, GO THROUGH GATE AND CONTINUE FOR 0.6 MILE
 AH1415'TO GATE AT THE CARNESTOLIENDOS CAMP, GO THROUGH GATE AND
 AH1415'ANGLE LEFT TO THE SOUTH OF OLD RANCH HOUSE FOR 0.15 MILE TO
 AH1415'AZIMUTH MARK IN THE SOUTHWEST CORNER OF YARD AS
 AH1415'DESCRIBED, CONTINUE EAST AND NORTHEAST FOR 0.15 MILE TO GATE
 AH1415'WEST OF HOUSE, GO THROUGH GATE AND PICK WAY EASTERLY ACROSS
 AH1415'PASTURE FOR 1.0 MILE TO SMALL ISLAND AND STATION AS DESCRIBED.
 AH1415'A FOUR WHEEL DRIVE VEHICLE MAY BE DRIVEN TO THE STATION.
 AH1415'
 AH1415'OBSERVATIONS MADE FROM A 37 FOOT TOWER.
 AH1415
 AH1415                          STATION RECOVERY (1969)
 AH1415
 AH1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1415'STATION NOT OCCUPIED.
 AH1415'
 AH1415'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 AH1415'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 AH1415'WAS ALSO RECOVERED IN GOOD CONDITION.
 AH1415'
 AH1415'A NEW TO REACH AND A DESCRIPTION FOR THE AZIMUTH MARK FOLLOWS--
 AH1415'
 AH1415'TO REACH THE STATION FROM THE POST OFFICE IN SARITA, GO
 AH1415'EAST FOR 0.15 MILE TO A T-INTERSECTION.  TURN RIGHT AND
 AH1415'GO SOUTH ON U.S. HIGHWAY 77 FOR 4.7 MILES TO A SIDEROAD
 AH1415'LEFT AND A KENEDY RANCH GATE-HOUSE.  (PERMISSION TO ENTER
 AH1415'RANGE LANDS ARE TO BE OBTAINED FROM RANCH OFFICIALS AT SARITA.)
 AH1415'TURN LEFT AND GO EAST ON A CLAY ROAD FOR 2.9 MILES TO A
 AH1415'BUMP-GATE.  CONTINUE EAST ON THE MAIN ROAD FOR 12.1 MILES TO
 AH1415'A BUMP-GATE.  CONTINUE EAST ON THE MAIN ROAD FOR 3.75 MILES
 AH1415'TO A SIDEROAD RIGHT.  TURN RIGHT AND GO SOUTHEASTERLY ON
 AH1415'A CLAY ROAD FOR 4.65 MILES TO A FORK.  **TAKE THE LEFT FORK
 AH1415'AND GO SOUTHEAST ON A TRACK ROAD FOR 1.05 MILES TO END OF
 AH1415'TRUCK TRAVEL (ABOUT 0.1 MILE BEFORE REACHING A WASHED OUT
 AH1415'CAUSEWAY).  PACK NORTH FOR APPROXIMATELY 1/4 MILE TO STATION
 AH1415'WHICH IS ON THE EAST SIDE OF A SMALL ISLAND.
 AH1415'
 AH1415'**TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH AND
 AH1415'SOUTHWEST ON THE RIGHT FORK FOR 0.7 MILE TO A WHITE, CONCRETE
 AH1415'BLOCK RANCH-HOUSE AND THE AZIMUTH MARK WHICH IS APPROXIMATELY
 AH1415'400 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 41 FEET
 AH1415'SOUTH OF A DIM 3-POINT ROAD INTERSECTION, 37 FEET EAST-NORTHEAST
 AH1415'OF AN OLD FENCE CORNER POST, 31 FEET WEST-SOUTHWEST OF THE
 AH1415'APPROXIMATE CENTERLINE OF A DIM TRACK ROAD AND 1 FOOT NORTH
 AH1415'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES
 AH1415'AND THE DISK IS STAMPED COYOTE 2 1939.
 AH1415'
 AH1415'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES ESE
 AH1415'OF SARITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1307 ***********************************************************************
 AH1307  DESIGNATION -  COYOTES WINDMILL
 AH1307  PID         -  AH1307
 AH1307  STATE/COUNTY-  TX/KLEBERG
 AH1307  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH1307
 AH1307                         *CURRENT SURVEY CONTROL
 AH1307  ___________________________________________________________________
 AH1307* NAD 83(1993)-  27 33 11.93637(N)    097 23 31.69952(W)     ADJUSTED  
 AH1307* NAVD 88     -                                                        
 AH1307  ___________________________________________________________________
 AH1307  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1307  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AH1307
 AH1307  HORZ ORDER  -  THIRD
 AH1307
 AH1307.The horizontal coordinates were established by classical geodetic methods
 AH1307.and adjusted by the National Geodetic Survey in February 1996..
 AH1307
 AH1307
 AH1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1307
 AH1307.The geoid height was determined by GEOID03.
 AH1307
 AH1307;                    North         East     Units Scale Factor Converg.
 AH1307;SPC TX S     - 5,209,508.386   409,409.490   MT  0.99994107   +0 30 10.7
 AH1307;SPC TX S     -17,091,528.76  1,343,204.30   sFT  0.99994107   +0 30 10.7
 AH1307;UTM  14      - 3,048,752.988   658,748.069   MT  0.99991108   +0 44 38.1
 AH1307
 AH1307                          SUPERSEDED SURVEY CONTROL
 AH1307
 AH1307  NAD 83(1986)-  27 33 11.94837(N)    097 23 31.67481(W) AD(       ) 4
 AH1307  NAD 27      -  27 33 10.81300(N)    097 23 30.70000(W) AD(       ) 3
 AH1307
 AH1307.Superseded values are not recommended for survey control.
 AH1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1307.See file dsdata.txt to determine how the superseded data were derived.
 AH1307
 AH1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5874848753(NAD 83)
 AH1307_MARKER: 66 = WINDMILL
 AH1307
 AH1307  HISTORY     - Date     Condition        Report By
 AH1307  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1307
 AH1307                          STATION DESCRIPTION
 AH1307
 AH1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1307'LOCATED ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT
 AH1307'12-1/2 MILES SOUTH OF THE NAVAL AIR STATION, CORPUS CHRISTI.
 AH1307'
 AH1307'TO REACH FROM THE SOUTH GATE OF THE NAVAL AIR STATION, PROCEED
 AH1307'0.6 MILE SW ON STATE HIGHWAY 358 TO WALDRON FIELD ROAD,
 AH1307'CONTINUE STRAIGHT AHEAD ON WALDRON FIELD ROAD 4.4 MILES TO
 AH1307'THE NORTH GATE OF THE KING RANCH, PASSING THROUGH THE NORTH
 AH1307'GATE OF THE KING RANCH, CONTINUE S ON THE MAIN PAVED ROAD
 AH1307'3.3 MILES TO THE CHAPMAN RANCH ROAD, TURN W ON THE CHAPMAN
 AH1307'RANCH ROAD AND GO 2.5 MILES TO A SHELL ROAD TO THE S, TURN
 AH1307'S ON THE SHELL ROAD 2.5 MILES TO A TRAIL TO THE W, TURN W
 AH1307'ON THE TRAIL AND GO 0.5 MILE TO THE WINDMILL AND STATION.
 AH1307'
 AH1307'THE STATION IS THE CENTER OF THE HIGHER AND MOST EASTERLY OF
 AH1307'TWO WINDMILLS.  IT IS OF STEEL CONSTRUCTION AND 30 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2986 ***********************************************************************
 CS2986  DESIGNATION -  COZBY 2
 CS2986  PID         -  CS2986
 CS2986  STATE/COUNTY-  TX/TARRANT
 CS2986  USGS QUAD   -  BENBROOK (1981)
 CS2986
 CS2986                         *CURRENT SURVEY CONTROL
 CS2986  ___________________________________________________________________
 CS2986* NAD 83(1993)-  32 44 05.41846(N)    097 25 05.61707(W)     ADJUSTED  
 CS2986* NAVD 88     -       231.5    (meters)     760.     (feet)  VERTCON   
 CS2986  ___________________________________________________________________
 CS2986  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CS2986  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CS2986
 CS2986  HORZ ORDER  -  SECOND
 CS2986
 CS2986.The horizontal coordinates were established by classical geodetic methods
 CS2986.and adjusted by the National Geodetic Survey in February 1996..
 CS2986.No horizontal observational check was made to the station.
 CS2986
 CS2986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2986
 CS2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2986
 CS2986.The geoid height was determined by GEOID03.
 CS2986
 CS2986;                    North         East     Units Scale Factor Converg.
 CS2986;SPC TXNC     - 2,118,971.489   701,383.316   MT  0.99988781   +0 35 24.0
 CS2986;SPC TXNC     - 6,951,992.29  2,301,121.76   sFT  0.99988781   +0 35 24.0
 CS2986;UTM  14      - 3,622,998.198   648,210.933   MT  0.99987086   +0 51 19.8
 CS2986
 CS2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2986!SPC TXNC     -   0.99996804  x   0.99988781  =   0.99985585
 CS2986!UTM  14      -   0.99996804  x   0.99987086  =   0.99983890
 CS2986
 CS2986|---------------------------------------------------------------------|
 CS2986| PID    Reference Object                     Distance      Geod. Az  |
 CS2986|                                                           dddmmss.s |
 CS2986| CS2978 COZBY RESET                          69.656 METERS 07651     |
 CS2986| CX9353 COZBY 2 RM 5                         21.081 METERS 08709     |
 CS2986| CS2985 COZBY AZ MK 1947                    386.242 METERS 08934     |
 CS2986| CX9354 COZBY 2 RM 6                         17.546 METERS 26808     |
 CS2986|---------------------------------------------------------------------|
 CS2986
 CS2986                          SUPERSEDED SURVEY CONTROL
 CS2986
 CS2986  NAD 83(1986)-  32 44 05.42174(N)    097 25 05.60017(W) AD(       ) 2
 CS2986  NAD 27      -  32 44 04.95040(N)    097 25 04.53227(W) AD(       ) 2
 CS2986  NGVD 29 (07/19/86)  231.5    (m)          760.     (f) VERT ANG       
 CS2986
 CS2986.Superseded values are not recommended for survey control.
 CS2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2986.See file dsdata.txt to determine how the superseded data were derived.
 CS2986
 CS2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4821122998(NAD 83)
 CS2986_MARKER: DS = TRIANGULATION STATION DISK
 CS2986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2986
 CS2986  HISTORY     - Date     Condition        Report By
 CS2986  HISTORY     - 1976     MONUMENTED       NGS
 CS2986  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2986
 CS2986                          STATION DESCRIPTION
 CS2986
 CS2986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CS2986'THE STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF FORT WORTH,
 CS2986'1-1/2 MILES EAST OF THE INTERSECTION OF I.S. 20 AND STATE HIGHWAY
 CS2986'183, ON THE NORTH RIGHT-OF-WAY OF I.S. 20, AND AT THE INTERSECTION
 CS2986'I.S. 20 AND WESTRIDGE AVE.
 CS2986'
 CS2986'TO REACH THE STATION FROM THE INTERSECTION OF I.S. 20 AND STATE
 CS2986'HIGHWAY 183, WHICH IS LOCATED ON THE WEST EDGE OF FORT WORTH, GO
 CS2986'EAST ON I.S. 20 FOR 1.7 MILES TO THE OVER-PASS OF WESTRIDGE AVE.,
 CS2986'AND STATION ON THE LEFT, ON THE NORTH RIGHT-OF-WAY OF I.S. 20.
 CS2986'
 CS2986'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 CS2986'POST, THAT IS FLUSH, AND STAMPED COZBY 2 1976.  IT IS 57 FEET EAST
 CS2986'OF THE NORTHEAST CORNER OF OVER-PASS, 69 FEET WEST OF A STREET
 CS2986'LIGHT-POLE, 32 FEET NORTH OF THE CENTER OF THE WEST BOUND
 CS2986'TRAFFIC LANE OF I.S. 20, 8 FEET SOUTH OF A GUARD-RAIL POST WITH
 CS2986'A METAL WITNESS SIGN, 5 FEET WEST-NORTHWEST OF A GUARD-RAIL
 CS2986'POST, WITH METAL WITNESS SIGN AND 1-FOOT NORTH OF THE GUARD
 CS2986'RAIL.
 CS2986'
 CS2986'REFERENCE MARK NO. 5 IS A STOVE-BOLT HEAD, CEMENTED IN A DRILL HOLE,
 CS2986'AT THE NORTH BASE OF THE CONCRETE FOUNDATION OF STREET LIGHT POLE,
 CS2986'THE STOVE-BOLT IS SET IN THE CENTER OF A 1-INCH CHISELED SQUARE.
 CS2986'IT IS 126 FEET EAST OF THE NORTHEAST CORNER OF OVERPASS AND 35
 CS2986'FEET NORTH OF THE CENTER OF THE WEST BOUND TRAFFIC LANE OF I.S.
 CS2986'20.
 CS2986'
 CS2986'REFERENCE MARK NO. 6 IS A STANDARD DISK, SET IN A DRILL HOLE, AT THE
 CS2986'EAST END OF THE NORTH SIDE OF OVER-PASS, 30 FEET NORTH OF THE CENTER
 CS2986'OF THE WEST BOUND TRAFFIC LANE OF I.S. 20 AND IS ABOUT 2 FEET
 CS2986'HIGHER IN ELEVATION THAN THE ROAD-BED.  DISK STAMPED COZBY 2 NO.
 CS2986'6. 1976.
 CS2986'
 CS2986'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS2986'POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED COZBY 1947.  IT IS
 CS2986'138 FEET WEST OF THE WEST EDGE OF GUILFORD AVE., 63 FEET NORTH OF
 CS2986'A METAL HI-LINE POLE, 67 FEET NORTH OF THE NORTH EDGE OF FRONTAGE
 CS2986'ROAD, 21 FEET SOUTH OF THE SOUTH EDGE OF SERVICE ROAD, 1.6 FEET
 CS2986'SOUTH OF A 8-INCH TREE, AND 1-FOOT WEST OF A METAL WITNESS POST.
 CS2986'
 CS2986'TO REACH THE AZIMUTH MARK FROM STATION, GO EAST ON SERVICE ROAD FOR
 CS2986'0.25 MILE TO MARK.
 CS2986'
 CS2986'NEAREST TOWN--FORT WORTH.
 CS2986
 CS2986                          STATION RECOVERY (2001)
 CS2986
 CS2986'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2985 ***********************************************************************
 CS2985  DESIGNATION -  COZBY AZ MK 1947
 CS2985  PID         -  CS2985
 CS2985  STATE/COUNTY-  TX/TARRANT
 CS2985  USGS QUAD   -  BENBROOK (1981)
 CS2985
 CS2985                         *CURRENT SURVEY CONTROL
 CS2985  ___________________________________________________________________
 CS2985* NAD 83(1993)-  32 44 05.51123(N)    097 24 50.78291(W)     ADJUSTED  
 CS2985* NAVD 88     -       227.19   (+/-2cm)     745.4    (feet)  VERTCON   
 CS2985  ___________________________________________________________________
 CS2985  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 CS2985  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CS2985
 CS2985  HORZ ORDER  -  THIRD
 CS2985  VERT ORDER  -  THIRD ? (See Below)
 CS2985
 CS2985.The horizontal coordinates were established by classical geodetic methods
 CS2985.and adjusted by the National Geodetic Survey in February 1996..
 CS2985.No horizontal observational check was made to the station.
 CS2985
 CS2985.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2985.The vertical order pertains to the NGVD 29 superseded value.
 CS2985
 CS2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2985
 CS2985.The geoid height was determined by GEOID03.
 CS2985
 CS2985;                    North         East     Units Scale Factor Converg.
 CS2985;SPC TXNC     - 2,118,978.331   701,769.454   MT  0.99988781   +0 35 32.1
 CS2985;SPC TXNC     - 6,952,014.74  2,302,388.62   sFT  0.99988781   +0 35 32.1
 CS2985;UTM  14      - 3,623,006.829   648,597.029   MT  0.99987228   +0 51 27.8
 CS2985
 CS2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2985!SPC TXNC     -   0.99996871  x   0.99988781  =   0.99985653
 CS2985!UTM  14      -   0.99996871  x   0.99987228  =   0.99984100
 CS2985
 CS2985|---------------------------------------------------------------------|
 CS2985| PID    Reference Object                     Distance      Geod. Az  |
 CS2985|                                                           dddmmss.s |
 CS2985| CS2986 COZBY 2                             386.242 METERS 26935     |
 CS2985| CS2978 COZBY RESET                         318.664 METERS 27220     |
 CS2985|---------------------------------------------------------------------|
 CS2985
 CS2985                          SUPERSEDED SURVEY CONTROL
 CS2985
 CS2985  NAD 83(1986)-  32 44 05.51459(N)    097 24 50.76576(W) AD(       ) 3
 CS2985  NAD 27      -  32 44 05.04289(N)    097 24 49.69823(W) AD(       ) 3
 CS2985  NGVD 29 (07/19/86)  227.20   (m)          745.4    (f) LEVELING    3  
 CS2985
 CS2985.Superseded values are not recommended for survey control.
 CS2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2985.See file dsdata.txt to determine how the superseded data were derived.
 CS2985
 CS2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4859723007(NAD 83)
 CS2985_MARKER: DZ = AZIMUTH MARK DISK
 CS2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2985+STABILITY: SURFACE MOTION
 CS2985
 CS2985  HISTORY     - Date     Condition        Report By
 CS2985  HISTORY     - 1976     MONUMENTED       NGS
 CS2985  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2985
 CS2985                          STATION DESCRIPTION
 CS2985
 CS2985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CS2985'THE STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF FORT WORTH,
 CS2985'1-1/2 MILES EAST OF THE INTERSECTION OF I.S. 20 AND STATE HIGHWAY
 CS2985'183, ON THE NORTH RIGHT-OF-WAY OF I.S. 20, AND AT THE INTERSECTION
 CS2985'I.S. 20 AND WESTRIDGE AVE.
 CS2985'
 CS2985'TO REACH THE STATION FROM THE INTERSECTION OF I.S. 20 AND STATE
 CS2985'HIGHWAY 183, WHICH IS LOCATED ON THE WEST EDGE OF FORT WORTH, GO
 CS2985'EAST ON I.S. 20 FOR 1.7 MILES TO THE OVER-PASS OF WESTRIDGE AVE.,
 CS2985'AND STATION ON THE LEFT.
 CS2985'
 CS2985'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS2985'POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED COZBY 1947.  IT IS
 CS2985'138 FEET WEST OF THE WEST EDGE OF GUILFORD AVE., 63 FEET NORTH OF
 CS2985'A METAL HI-LINE POLE, 67 FEET NORTH OF THE NORTH EDGE OF FRONTAGE
 CS2985'ROAD, 21 FEET SOUTH OF THE SOUTH EDGE OF SERVICE ROAD, 1.6 FEET
 CS2985'SOUTH OF A 8-INCH TREE, AND 1-FOOT WEST OF A METAL WITNESS POST.
 CS2985'
 CS2985'TO REACH THE AZIMUTH MARK FROM STATION, GO EAST ON SERVICE ROAD FOR
 CS2985'0.25 MILE TO MARK.
 CS2985'
 CS2985'NEAREST TOWN--FORT WORTH.
 CS2985
 CS2985                          STATION RECOVERY (2001)
 CS2985
 CS2985'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2978 ***********************************************************************
 CS2978  DESIGNATION -  COZBY RESET
 CS2978  PID         -  CS2978
 CS2978  STATE/COUNTY-  TX/TARRANT
 CS2978  USGS QUAD   -  BENBROOK (1981)
 CS2978
 CS2978                         *CURRENT SURVEY CONTROL
 CS2978  ___________________________________________________________________
 CS2978* NAD 83(1993)-  32 44 05.93263(N)    097 25 03.01186(W)     ADJUSTED  
 CS2978* NAVD 88     -       230.8    (meters)     757.     (feet)  VERTCON   
 CS2978  ___________________________________________________________________
 CS2978  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 CS2978  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CS2978
 CS2978  HORZ ORDER  -  FIRST
 CS2978
 CS2978.The horizontal coordinates were established by classical geodetic methods
 CS2978.and adjusted by the National Geodetic Survey in February 1996..
 CS2978
 CS2978.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2978
 CS2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2978
 CS2978.The geoid height was determined by GEOID03.
 CS2978
 CS2978;                    North         East     Units Scale Factor Converg.
 CS2978;SPC TXNC     - 2,118,988.025   701,450.972   MT  0.99988780   +0 35 25.4
 CS2978;SPC TXNC     - 6,952,046.55  2,301,343.73   sFT  0.99988780   +0 35 25.4
 CS2978;UTM  14      - 3,623,015.047   648,278.511   MT  0.99987111   +0 51 21.2
 CS2978
 CS2978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2978!SPC TXNC     -   0.99996815  x   0.99988780  =   0.99985595
 CS2978!UTM  14      -   0.99996815  x   0.99987111  =   0.99983926
 CS2978
 CS2978:                Primary Azimuth Mark                     Grid Az
 CS2978:SPC TXNC     -  SANSOM PARK GRAHAM ST MUN TANK           007 21 13.1
 CS2978:UTM  14      -  SANSOM PARK GRAHAM ST MUN TANK           007 05 17.3
 CS2978
 CS2978|---------------------------------------------------------------------|
 CS2978| PID    Reference Object                     Distance      Geod. Az  |
 CS2978|                                                           dddmmss.s |
 CS2978| CS3026 SANSOM PARK GRAHAM ST MUN TANK      APPROX. 8.3 KM 0075638.5 |
 CS2978| CS3019 FORT WORTH ROSEN HEIGHTS TANK       APPROX. 8.3 KM 0205115.7 |
 CS2978| CS3013 FORT WORTH TV STA WBAP TOWER        APPROX.14.0 KM 0825553.8 |
 CS2978| CS2980 FORT WORTH ARLINGTN HTS MUN TK      APPROX. 1.6 KM 0872701.4 |
 CS2978| CS2985 COZBY AZ MK 1947                    318.664 METERS 09220     |
 CS2978| CX9349 COZBY RM 1                           51.907 METERS 09402     |
 CS2978| CX9348 COZBY AZ MK                                        0965242.0 |
 CS2978| CX9352 COZBY RM 4                           14.508 METERS 17357     |
 CS2978| CX9350 COZBY RM 2                           67.163 METERS 18349     |
 CS2978| CX9351 COZBY RM 3                           61.816 METERS 18827     |
 CS2978| CS2977 FORT WORTH ARL HTS TEX CO TK        APPROX. 1.0 KM 2510710.4 |
 CS2978| CS2986 COZBY 2                              69.656 METERS 25651     |
 CS2978| CS2982 FORT WORTH WTR DEPT CALMONT TK      APPROX. 1.2 KM 2674716.9 |
 CS2978| CS3030 FORT WORTH AIRCRAFT PLANT S TK      APPROX. 5.4 KM 3232024.6 |
 CS2978| CS3031 FORT WORTH AIRCRAFT PLANT N TK      APPROX. 5.4 KM 3234939.4 |
 CS2978| CS3021 CARSWELL AIR FORCE BASE TANK        APPROX. 4.6 KM 3495226.1 |
 CS2978|---------------------------------------------------------------------|
 CS2978
 CS2978                          SUPERSEDED SURVEY CONTROL
 CS2978
 CS2978  NAD 83(1986)-  32 44 05.93596(N)    097 25 02.99465(W) AD(       ) 1
 CS2978  NAD 27      -  32 44 05.46470(N)    097 25 01.92600(W) AD(       ) 1
 CS2978  NGVD 29 (07/19/86)  230.8    (m)          757.     (f) VERT ANG       
 CS2978
 CS2978.Superseded values are not recommended for survey control.
 CS2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2978.See file dsdata.txt to determine how the superseded data were derived.
 CS2978
 CS2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4827923015(NAD 83)
 CS2978_MARKER: DS = TRIANGULATION STATION DISK
 CS2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2978
 CS2978  HISTORY     - Date     Condition        Report By
 CS2978  HISTORY     - 1965     MONUMENTED       CGS
 CS2978  HISTORY     - 1967     GOOD             CGS
 CS2978  HISTORY     - 1976     GOOD             NGS
 CS2978  HISTORY     - 1981     MARK NOT FOUND   NGS
 CS2978  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2978  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2978
 CS2978                          STATION DESCRIPTION
 CS2978
 CS2978'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 CS2978'THE STATION MARK REFERENCE MARKS NO. 1, NO. 2, NO. 3 AND
 CS2978'AZIMUTH MARK WERE RECOVERED DUE TO A REPORT ON AUGUST 23,
 CS2978'1965 THAT THE STATION WAS ENDANGER OF BEING DESTROYED BY
 CS2978'EXCAVATION.
 CS2978'
 CS2978'ON ARRIVAL AT STATION SITE IT WAS FOUND EXCAVATING HAD BEEN
 CS2978'DONE AROUND STATION MARK LEAVING THE CONCRETE POST ON A
 CS2978'6 FOOT MOUND OF DIRT.  STATION SURFACE AND UNDERGROUND MARKS
 CS2978'WERE LOWERED AND REMARKED AT THE ORIGINAL HORIZONTAL POSITION.
 CS2978'THE DISKS WERE STAMPED COZBY 1935 1965, AND SET IN CONCRETE
 CS2978'POSTS.
 CS2978'
 CS2978'REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE FOUND TO BE IN
 CS2978'GOOD CONDITION.  REFERENCE MARKS NO. 2 AND NO. 3 WERE FOUND
 CS2978'TO BE DESTROYED.
 CS2978'
 CS2978'GROUND WORK WAS NOT COMPLETED AT TIME STATION MARKS WERE
 CS2978'LOWERED PENDING THE PROJECT ENGINEERS REPORT, GRADE LEVELS
 CS2978'HAD NOT BEEN DONE AND OTHER CHANGES WERE TO BE MADE BEFORE
 CS2978'WORK AT THE STATION SITE COULD BE COMPLETED.
 CS2978'
 CS2978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT
 CS2978'WORTH
 CS2978
 CS2978                          STATION RECOVERY (1967)
 CS2978
 CS2978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS2978'THE STATION SURFACE AND SUB STATION MARKS WERE LOWERED IN
 CS2978'1965 DUE TO EXCAVATION FOR A PARKING LOT.  AT TIME OF RECOVERY
 CS2978'THE STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK
 CS2978'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 CS2978'MARK NO. 3 WAS FOUND TO BE DESTROYED.  A NEW REFERENCE MARK
 CS2978'WAS SET.  A COMPLETE DESCRIPTION IS AS FOLLOWS--STATION IS
 CS2978'ABOUT 5 MILES SOUTHWEST OF THE CENTRAL PART OF FORT WORTH,
 CS2978'ALONG THE NORTH RIGHT-OF-WAY INTERSTATE HIGHWAY 20 (E-W
 CS2978'FREEWAY) NEAR THE JUNCTION OF WESTRIDGE AVENUE, AND ABOUT
 CS2978'0.15 MILE WEST OF GUILFORD ROAD.
 CS2978'
 CS2978'TO REACH STATION FROM THE THREE LEVEL INTERCHANGE AT CAMP
 CS2978'BOWIE AND EAST-WEST FREEWAY, GO WESTERLY ON INTERSTATE HIGHWAY
 CS2978'20 FOR 0.5 MILE TO THE GUILFORD ROAD EXIT, THENCE BEAR RIGHT,
 CS2978'GO 0.1 MILE TO THE JUNCTION OF GUILFORD ROAD AND THENCE KEEP
 CS2978'STRAIGHT AHEAD 0.05 MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CS2978'WESTERLY ALONG THE HIGHWAY RIGHT-OF-WAY FOR 0.15 MILE TO
 CS2978'STATION.
 CS2978'
 CS2978'STATION MARKS ARE STANDARD DISKS, STAMPED COZBY 1935 1965.
 CS2978'THE SURFACE DISK IS SET IN A 14 IN X 14 IN CONCRETE POST
 CS2978'WHICH IS ABOUT 10 INCHES BELOW THE SURFACE OF GROUND.  IT
 CS2978'IS 66.2 MILE NORTHWEST OF A POWER LINE POLE, 55 FEET NORTH
 CS2978'OF THE NORTH EDGE OF INTERSTATE HIGHWAY 20, AND 2 FEET EAST
 CS2978'OF A 4 IN X 4 IN WOODEN WITNESS POST.  THE UNDERGROUND DISK
 CS2978'IS SET IN AN 8-INCH CONCRETE POST WHICH IS 4 FEET BELOW
 CS2978'THE SURFACE OF GROUND.
 CS2978'
 CS2978'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED COZBY NO
 CS2978'1 1935 IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 CS2978'THE SURFACE OF GROUND.  IT IS 62 FEET WEST OF A POWER LINE
 CS2978'POLE AND 50 FEET NORTH OF THE NORTH EDGE OF INTERSTATE HIGHWAY 20.
 CS2978'
 CS2978'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED COZBY NO 4
 CS2978'1935 1965, IS CEMENTED IN A DRILL HOLE IN THE SOUTH FOOTING
 CS2978'WHICH SUPPORTS A HIGHWAY SIGN.  IT IS 61.5 FEET WEST OF A
 CS2978'POWER LINE POLE, 8 FEET NORTH OF THE NORTH EDGE OF INTERSTATE
 CS2978'HIGHWAY 20, AND 1 FOOT NORTH OF THE SOUTH LEG OF SIGN.
 CS2978'
 CS2978'AZIMUTH MARK, A STANDARD DISK, STAMPED COZBY 1947, IS SET
 CS2978'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS ABOUT 3
 CS2978'INCHES.  IT IS ABOUT 300 FEET NORTHEAST OF THE JUNCTION OF
 CS2978'GUILFORD ROAD AND THE SERVICE STREET, 67 FEET EAST OF THE
 CS2978'CURB, 34 FEET NORTH OF A POWER LINE POLE, 14 FEET WEST OF
 CS2978'THE NORTHWEST CORNER OF YARD FENCE AROUND HOUSE NO. 2600,
 CS2978'AND 1 FOOT WEST OF A METAL WITNESS POST.
 CS2978'
 CS2978'HEIGHT OF LIGHT ABOVE STATION MARK 12.4 FEET.
 CS2978'
 CS2978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT WORTH
 CS2978
 CS2978                          STATION RECOVERY (1976)
 CS2978
 CS2978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CS2978'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 CS2978'CONDITION.  REFERENCE MARKS WERE FOUND TO HAVE BEEN DESTROYED BY
 CS2978'ROAD CONSTRUCTION.
 CS2978'
 CS2978'THE STATION MARK WILL BE DESTROYED BY THE CONSTRUCTION OF ROAD.
 CS2978'
 CS2978'COZBY 2 WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA AND A TRAVERSE
 CS2978'TIE MADE BETWEEN THE TWO STATIONS.
 CS2978'
 CS2978'SEE DESCRIPTION TO COZBY 2.
 CS2978
 CS2978                          STATION RECOVERY (1981)
 CS2978
 CS2978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CS2978'THE STATION AND REFERENCE MARKS COULD NOT BE FOUND AFTER AN EXTENSIVE
 CS2978'SEARCH.  THE AZIMUTH MARK WAS FOUND IN FAIR CONDITION.  THE STATION
 CS2978'SITE HAS HAD EXTENSIVE CONSTRUCTION AND STATION IS PROBABLY DESTROYED.
 CS2978
 CS2978                          STATION RECOVERY (1996)
 CS2978
 CS2978'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2978'MARK NOT FOUND.
 CS2978
 CS2978                          STATION RECOVERY (2001)
 CS2978
 CS2978'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0523 ***********************************************************************
 AM0523  DESIGNATION -  CRAB
 AM0523  PID         -  AM0523
 AM0523  STATE/COUNTY-  TX/MATAGORDA
 AM0523  USGS QUAD   -  MATAGORDA (1972)
 AM0523
 AM0523                         *CURRENT SURVEY CONTROL
 AM0523  ___________________________________________________________________
 AM0523* NAD 83(1993)-  28 38 21.84213(N)    095 54 31.73233(W)     ADJUSTED  
 AM0523* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 AM0523  ___________________________________________________________________
 AM0523  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AM0523  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AM0523
 AM0523  HORZ ORDER  -  SECOND
 AM0523
 AM0523.The horizontal coordinates were established by classical geodetic methods
 AM0523.and adjusted by the National Geodetic Survey in February 1996..
 AM0523
 AM0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0523
 AM0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0523
 AM0523.The geoid height was determined by GEOID03.
 AM0523
 AM0523;                    North         East     Units Scale Factor Converg.
 AM0523;SPC TXSC     - 4,093,329.653   902,186.733   MT  0.99993636   +1 30 51.9
 AM0523;SPC TXSC     -13,429,532.37  2,959,924.31   sFT  0.99993636   +1 30 51.9
 AM0523;UTM  15      - 3,171,496.977   215,637.452   MT  1.00059805   -1 23 42.4
 AM0523
 AM0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0523!SPC TXSC     -   1.00000387  x   0.99993636  =   0.99994023
 AM0523!UTM  15      -   1.00000387  x   1.00059805  =   1.00060192
 AM0523
 AM0523|---------------------------------------------------------------------|
 AM0523| PID    Reference Object                     Distance      Geod. Az  |
 AM0523|                                                           dddmmss.s |
 AM0523| AM0525 CRAB 1934 PTA 1                       6.300 METERS 08711     |
 AM0523| AM0506 ROW 2                               APPROX. 3.9 KM 0871235.3 |
 AM0523| CV7071 CRAB RM 1                            46.811 METERS 16541     |
 AM0523| AM0526 CRAB 1934 PTA 2                       5.924 METERS 25852     |
 AM0523| AM0524 CRAB 1934 RM 2                      200.945 METERS 25852     |
 AM0523| CV7072 CRAB RM 3                             9.979 METERS 26218     |
 AM0523|---------------------------------------------------------------------|
 AM0523
 AM0523                          SUPERSEDED SURVEY CONTROL
 AM0523
 AM0523  NAD 83(1986)-  28 38 21.85037(N)    095 54 31.71325(W) AD(       ) 2
 AM0523  NAD 27      -  28 38 20.88000(N)    095 54 30.84500(W) AD(       ) 2
 AM0523  NGVD 29 (07/19/86)    1.9    (m)            6.     (f) VERT ANG       
 AM0523
 AM0523.Superseded values are not recommended for survey control.
 AM0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0523.See file dsdata.txt to determine how the superseded data were derived.
 AM0523
 AM0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM1563771497(NAD 83)
 AM0523_MARKER: DS = TRIANGULATION STATION DISK
 AM0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0523
 AM0523  HISTORY     - Date     Condition        Report By
 AM0523  HISTORY     - 1934     MONUMENTED       CGS
 AM0523  HISTORY     - 1937     GOOD             TSI
 AM0523  HISTORY     - 1938     SEE DESCRIPTION  CGS
 AM0523  HISTORY     - 1949     GOOD             LOCSUR
 AM0523  HISTORY     - 1969     GOOD             CGS
 AM0523  HISTORY     - 1974     GOOD             LOCSUR
 AM0523  HISTORY     - 1975     GOOD             LOCSUR
 AM0523  HISTORY     - 1978     GOOD             NGS
 AM0523
 AM0523                          STATION DESCRIPTION
 AM0523
 AM0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0523'STATION IS LOCATED ABOUT 5 MILES SE FROM MATAGORDA AND ABOUT
 AM0523'5-1/2 MILES SSW FROM GULF, TEXAS, ON MATAGORDA PENINSULA.
 AM0523'IT IS SITUATED IN THE MARSH, 125 METERS S FROM S SHORE OF
 AM0523'MATAGORDA BAY, AND 0.15 MILE E FROM A FENCE RUNNING N AND S
 AM0523'ACROSS THE PENINSULA.
 AM0523'
 AM0523'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AM0523'SET IN CONCRETE.
 AM0523'
 AM0523'REFERENCE MARK 2 IS ON FENCELINE.
 AM0523'
 AM0523'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE
 AM0523'STATION--GULF MUNICIPAL WATER TANK, 2 DEG 30 MIN.  MATAGORDA
 AM0523'SCHOOLHOUSE, 305 DEG.  AND HOUSE (2 MILES E), 98 DEG.
 AM0523'
 AM0523'HEIGHT OF LIGHT ABOVE STATION MARK - 2.4 METERS.
 AM0523
 AM0523                          STATION RECOVERY (1937)
 AM0523
 AM0523'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AM0523'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AM0523
 AM0523                          STATION RECOVERY (1938)
 AM0523
 AM0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AM0523'STATION WAS NOT VISITED BY THIS PARTY.  THE OBSERVING STAND
 AM0523'AND TARGET WERE STANDING AND WERE USED AS A CHECK FOR LOCATING
 AM0523'HYDROGRAPHIC SIGNALS.
 AM0523
 AM0523                          STATION RECOVERY (1949)
 AM0523
 AM0523'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949 (BEG)
 AM0523'RECOVERED BY ROBERT H. RAY CO.
 AM0523'
 AM0523'MARK IS IN GOOD CONDITION.  NO SEARCH MADE FOR REFERENCE MARKS.
 AM0523'
 AM0523'A FENCE LINE WAS FOUND.  IT DID NOT RUN N-S AS DESCRIBED BUT
 AM0523'NW-SE.
 AM0523
 AM0523                          STATION RECOVERY (1969)
 AM0523
 AM0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0523'THE STATION WAS VISITED AND THE STATION MARK AND BOTH
 AM0523'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  A MORE COMPLETE
 AM0523'DESCRIPTION FOLLOWS--
 AM0523'
 AM0523'THE STATION IS 5 MILES SOUTHEAST OF MATAGORDA, 5 MILES
 AM0523'EAST-NORTHEAST OF THE MOUTH OF THE COLORADO RIVER, ON THE
 AM0523'BAY SIDE OF THE MATAGORDA PENINSULA, 1 MILE NORTH-NORTHWEST
 AM0523'OF THE GULF SHORE, ON NORTH END OF NARROW STRIP OF LAND
 AM0523'LEADING NORTH FROM THE HARD GROUND OF THE PENINSULA INTO
 AM0523'THE MARSH AT THE BAY SHORE.
 AM0523'
 AM0523'TO REACH THE STATION FROM THE POST OFFICE IN MATAGORDA, GO
 AM0523'SOUTHERLY ON PAVED ROAD FOR 0.3 MILE TO DRAW BRIDGE OVER THE
 AM0523'INTRACOASTAL WATERWAY, CROSS BRIDGE AND CONTINUE SOUTHERLY
 AM0523'ON PAVED ROAD FOR 6.45 MILES TO CATTLE GUARD AT THE END OF
 AM0523'THE ROAD AT THE GULF BEACH.  TURN LEFT AND DRIVE EAST-NORTHEAST
 AM0523'ALONG BEACH FOR 2.7 MILES TO POINT WHERE SLOUGH CUTS THROUGH
 AM0523'FROM BAY TO GULF.  WITH 4-WHEEL DRIVE FORD THIS SLOUGH AND
 AM0523'CONTINUE ALONG BEACH FOR 2.5 MILES TO A TRACK ROAD ON THE LEFT
 AM0523'LEADING NORTHERLY ALONG THE WEST SIDE OF A SLOUGH.  TURN
 AM0523'LEFT, LEAVING BEACH AND FOLLOW THIS ROAD NORTHERLY FOR 1.05
 AM0523'MILES TO THE END OF THE ROAD AT THE BAY SHORE, REFERENCE
 AM0523'MARK NO. 2, 6 FEET EAST OF THE ROAD AND THE STATION ABOUT
 AM0523'0.15 MILE NORTHEAST.
 AM0523'
 AM0523'THE STATION MARK IS A STANDARD DISK, STAMPED CRAB 1934, SET
 AM0523'IN THE TOP OF A 14 INCH SQUARE CONCRETE POST PROJECTING
 AM0523'1 INCH.  IT IS 156 FEET SOUTH-SOUTHEAST OF THE MHWL OF THE
 AM0523'BAY AND 2 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 AM0523'
 AM0523'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CRAB NO 1
 AM0523'1934, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST PROJECTING
 AM0523'4 INCHES.  IT IS AT THE SOUTHERLY END OF THE NARROW STRIP OF
 AM0523'GROUND.
 AM0523'
 AM0523'REFERNCE MARK NO. 2 IS A STANDARD DISK, STAMPED CRAB NO 2 1934,
 AM0523'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST PROJECTING
 AM0523'2 INCHES.  IT IS 150 FEET EAST-NORTHEAST OF THE OLD FENCE
 AM0523'LINE MENTIONED IN PREVIOUS DESCRIPTIONS, 100 FEET SOUTH OF
 AM0523'MHWL OF THE BAY, 6 FEET EAST OF THE CENTER OF THE TRACK ROAD
 AM0523'AND 1.5 FEET WEST OF METAL WITNESS POST WITH SIGN.
 AM0523'
 AM0523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 AM0523'SOUTHEAST OF MATAGORDA
 AM0523
 AM0523                          STATION RECOVERY (1974)
 AM0523
 AM0523'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 AM0523'RECOVERED BY LIPPS JAKUBIK AND ASSOC INC
 AM0523'
 AM0523'CRABB 1934-FOUND IN GOOD CONDITION-HAD ABOUT A 25 IN HIGH INNER
 AM0523'AND OUTER TOWER.  (WATCH FOR RATTLESNAKES)
 AM0523'
 AM0523'HAVE TO WALK THROUGH ABOUT 1000 FEET OF MARSH TO GET TO IT.
 AM0523
 AM0523                          STATION RECOVERY (1975)
 AM0523
 AM0523'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (MBC)
 AM0523'RECOVERED BY LIPPS JAKUBIK AND ASSOC INC
 AM0523'
 AM0523'CRAB 1934-RECOVERED IN GOOD CONDITION.  REMAINS OF OLD WOODEN
 AM0523'TOWER FOUND LAYING AROUND STATION.  NO SEARCH MADE FOR REFERENCE
 AM0523'MARKS.  PREVIOUS DESCRIPTION BY L.F. SMITH 1969 QUITE ADEQUATE.
 AM0523
 AM0523                          STATION RECOVERY (1978)
 AM0523
 AM0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0523'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 AM0523'GOOD CONDITION.  THE MEASUREMENT TO REFERENCE MARK 1 WAS NOTED
 AM0523'TO BE 0.029 METER SHORTER THAN THE 1934 MEASUREMENT.  DISTANCES
 AM0523'WERE OBSERVED AT THIS TIME TO ESTABLISH REFERENCE MARK 2 AS A
 AM0523'LONG REFERENCE MARK.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 AM0523'TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 AM0523'
 AM0523'THE STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHWEST OF SARGENT,
 AM0523'4-1/4 MILES SOUTHEAST OF MATAGORDA, ON THE SOUTH SHORE OF
 AM0523'EAST MATAGORDA BAY, AND ON PROPERTY OF MR. JOHN A. HUEBNER, BAY
 AM0523'CITY, TEXAS 77417, TELEPHONE NUMBER 713-245-8233.
 AM0523'
 AM0523'TO REACH FROM THE POST OFFICE IN MATAGORDA, GO SOUTHERLY ON
 AM0523'FARM ROAD 2031 FOR 6.8 MILES TO A CATTLE GUARD AT THE END OF
 AM0523'THE FARM ROAD AND THE GULF.  TURN LEFT ON THE BEACH AND GO
 AM0523'NORTHEAST FOR 5.2 MILES TO A TRACK ROAD ON THE LEFT.  TURN LEFT
 AM0523'PASSING TO THE LEFT OF A WATERHOLE AND GO NORTHERLY ON THE
 AM0523'TRACK ROAD FOR 1.05 MILES TO THE END OF THE ROAD AT THE BAY
 AM0523'SHORE AND REFERENCE MARK 2 ON THE RIGHT.  THE STATION MARK IS
 AM0523'ABOUT 0.15 MILE TO THE EAST.
 AM0523'
 AM0523'THE STATION IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0523'STAMPED---CRAB 1934---,
 AM0523'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0523'SIDE PROJECTING 1 INCH ABOVE THE GROUND.  IT IS
 AM0523'2.5 FEET SOUTH FROM A WITNESS POST WITH SIGN.
 AM0523'
 AM0523'REFERENCE MARK 1 IS A STANDARD COAST AND GOEDETIC SURVEY DISK
 AM0523'STAMPED---CRAB NO 1 1934---,
 AM0523'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0523'SIDE PROJECTING 1 INCH ABOVE THE GROUND.  IT IS
 AM0523'162.7 FEET SOUTH-SOUTHEAST FROM THE WITNESS POST WITH SIGN.
 AM0523'
 AM0523'REFERENCE MARK 2 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0523'STAMPED---CRAB NO 2 1934---,
 AM0523'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0523'SIDE FLUSH WITH THE GROUND.  IT IS
 AM0523'55 FEET SOUTH FROM THE SHORE LINE OF THE BAY.
 AM0523'
 AM0523'REFERENCE MARK 3 IS A STANDARD NGS DISK
 AM0523'STAMPED---CRAB 1934 NO 3 1978---,
 AM0523'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN
 AM0523'DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AM0523'33.5 FEET WEST-SOUTHWEST FROM A WITNESS POST WITH SIGN.
 AM0523'
 AM0523'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0658 ***********************************************************************
 CS0658  DESIGNATION -  CRAB AZ MK
 CS0658  PID         -  CS0658
 CS0658  STATE/COUNTY-  TX/NAVARRO
 CS0658  USGS QUAD   -  POWELL (1959)
 CS0658
 CS0658                         *CURRENT SURVEY CONTROL
 CS0658  ___________________________________________________________________
 CS0658* NAD 83(1986)-  32 01 52.     (N)    096 21 33.     (W)     SCALED    
 CS0658* NAVD 88     -       129.221  (meters)     423.95   (feet)  ADJUSTED  
 CS0658  ___________________________________________________________________
 CS0658  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0658  DYNAMIC HT  -         129.070 (meters)     423.46  (feet)  COMP
 CS0658  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 CS0658
 CS0658  VERT ORDER  -  SECOND    CLASS 0
 CS0658
 CS0658.The horizontal coordinates were scaled from a topographic map and have
 CS0658.an estimated accuracy of +/- 6 seconds.
 CS0658
 CS0658.The orthometric height was determined by differential leveling
 CS0658.and adjusted by the National Geodetic Survey in June 1991..
 CS0658
 CS0658.The geoid height was determined by GEOID03.
 CS0658
 CS0658.The dynamic height is computed by dividing the NAVD 88
 CS0658.geopotential number by the normal gravity value computed on the
 CS0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0658.degrees latitude (g = 980.6199 gals.).
 CS0658
 CS0658.The modeled gravity was interpolated from observed gravity values.
 CS0658
 CS0658;                    North         East    Units  Estimated Accuracy
 CS0658;SPC TXNC     - 2,042,480.      802,220.      MT  (+/- 180 meters Scaled)
 CS0658
 CS0658                          SUPERSEDED SURVEY CONTROL
 CS0658
 CS0658  NGVD 29 (??/??/92)  129.214  (m)          423.93   (f) ADJ UNCH    2 0
 CS0658
 CS0658.Superseded values are not recommended for survey control.
 CS0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0658.See file dsdata.txt to determine how the superseded data were derived.
 CS0658
 CS0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA493469(NAD 83)
 CS0658_MARKER: DZ = AZIMUTH MARK DISK
 CS0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0658_STAMPING: CRAB 1947
 CS0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0658+STABILITY: SURFACE MOTION
 CS0658
 CS0658  HISTORY     - Date     Condition        Report By
 CS0658  HISTORY     - 1947     MONUMENTED       CGS
 CS0658
 CS0658                          STATION DESCRIPTION
 CS0658
 CS0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0658'7.7 MI SE FROM CORSICANA.
 CS0658'ALONG U. S. HIGHWAY NO. 287.  7.7 MILES SOUTHEAST OF THE POST OFFICE
 CS0658'IN CORSICANA.  50 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.  2 FEET
 CS0658'SOUTHWEST OF A WIRE FENCE.  1 FOOT SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0657 ***********************************************************************
 CS0657  DESIGNATION -  CRAB RM 1
 CS0657  PID         -  CS0657
 CS0657  STATE/COUNTY-  TX/NAVARRO
 CS0657  USGS QUAD   -  POWELL (1959)
 CS0657
 CS0657                         *CURRENT SURVEY CONTROL
 CS0657  ___________________________________________________________________
 CS0657* NAD 83(1986)-  32 01 44.     (N)    096 21 01.     (W)     SCALED    
 CS0657* NAVD 88     -       127.836  (meters)     419.41   (feet)  ADJUSTED  
 CS0657  ___________________________________________________________________
 CS0657  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0657  DYNAMIC HT  -         127.686 (meters)     418.92  (feet)  COMP
 CS0657  MODELED GRAV-     979,464.3   (mgal)                       NAVD 88
 CS0657
 CS0657  VERT ORDER  -  SECOND    CLASS 0
 CS0657
 CS0657.The horizontal coordinates were scaled from a topographic map and have
 CS0657.an estimated accuracy of +/- 6 seconds.
 CS0657
 CS0657.The orthometric height was determined by differential leveling
 CS0657.and adjusted by the National Geodetic Survey in June 1991..
 CS0657
 CS0657.The geoid height was determined by GEOID03.
 CS0657
 CS0657.The dynamic height is computed by dividing the NAVD 88
 CS0657.geopotential number by the normal gravity value computed on the
 CS0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0657.degrees latitude (g = 980.6199 gals.).
 CS0657
 CS0657.The modeled gravity was interpolated from observed gravity values.
 CS0657
 CS0657;                    North         East    Units  Estimated Accuracy
 CS0657;SPC TXNC     - 2,042,250.      803,060.      MT  (+/- 180 meters Scaled)
 CS0657
 CS0657                          SUPERSEDED SURVEY CONTROL
 CS0657
 CS0657  NGVD 29 (??/??/92)  127.829  (m)          419.39   (f) ADJ UNCH    2 0
 CS0657
 CS0657.Superseded values are not recommended for survey control.
 CS0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0657.See file dsdata.txt to determine how the superseded data were derived.
 CS0657
 CS0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA502467(NAD 83)
 CS0657_MARKER: DR = REFERENCE MARK DISK
 CS0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0657_STAMPING: CRAB NO. 1 1947
 CS0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0657+STABILITY: SURFACE MOTION
 CS0657
 CS0657  HISTORY     - Date     Condition        Report By
 CS0657  HISTORY     - 1947     MONUMENTED       CGS
 CS0657
 CS0657                          STATION DESCRIPTION
 CS0657
 CS0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0657'8.1 MI SE FROM CORSICANA.
 CS0657'ALONG U. S. HIGHWAY NO. 287.  8.1 MILES SOUTHEAST OF THE POST OFFICE
 CS0657'IN CORSICANA.  48 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.  24
 CS0657'FEET NORTH OF THE CENTER OF A SIDE ROAD.  2 FEET NORTHWEST OF A CORNER
 CS0657'FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0656 ***********************************************************************
 CS0656  DESIGNATION -  CRAB RM 2
 CS0656  PID         -  CS0656
 CS0656  STATE/COUNTY-  TX/NAVARRO
 CS0656  USGS QUAD   -  POWELL (1959)
 CS0656
 CS0656                         *CURRENT SURVEY CONTROL
 CS0656  ___________________________________________________________________
 CS0656* NAD 83(1986)-  32 01 44.     (N)    096 21 01.     (W)     SCALED    
 CS0656* NAVD 88     -       127.594  (meters)     418.61   (feet)  ADJUSTED  
 CS0656  ___________________________________________________________________
 CS0656  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0656  DYNAMIC HT  -         127.444 (meters)     418.12  (feet)  COMP
 CS0656  MODELED GRAV-     979,464.3   (mgal)                       NAVD 88
 CS0656
 CS0656  VERT ORDER  -  SECOND    CLASS 0
 CS0656
 CS0656.The horizontal coordinates were scaled from a topographic map and have
 CS0656.an estimated accuracy of +/- 6 seconds.
 CS0656
 CS0656.The orthometric height was determined by differential leveling
 CS0656.and adjusted by the National Geodetic Survey in June 1991..
 CS0656
 CS0656.The geoid height was determined by GEOID03.
 CS0656
 CS0656.The dynamic height is computed by dividing the NAVD 88
 CS0656.geopotential number by the normal gravity value computed on the
 CS0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0656.degrees latitude (g = 980.6199 gals.).
 CS0656
 CS0656.The modeled gravity was interpolated from observed gravity values.
 CS0656
 CS0656;                    North         East    Units  Estimated Accuracy
 CS0656;SPC TXNC     - 2,042,250.      803,060.      MT  (+/- 180 meters Scaled)
 CS0656
 CS0656                          SUPERSEDED SURVEY CONTROL
 CS0656
 CS0656  NGVD 29 (??/??/92)  127.586  (m)          418.59   (f) ADJ UNCH    2 0
 CS0656
 CS0656.Superseded values are not recommended for survey control.
 CS0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0656.See file dsdata.txt to determine how the superseded data were derived.
 CS0656
 CS0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA502467(NAD 83)
 CS0656_MARKER: DR = REFERENCE MARK DISK
 CS0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0656_STAMPING: CRAB NO. 2 1947
 CS0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0656+STABILITY: SURFACE MOTION
 CS0656
 CS0656  HISTORY     - Date     Condition        Report By
 CS0656  HISTORY     - 1947     MONUMENTED       CGS
 CS0656
 CS0656                          STATION DESCRIPTION
 CS0656
 CS0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0656'8.1 MI SE FROM CORSICANA.
 CS0656'ALONG U. S. HIGHWAY NO. 287.  8.1 MILES SOUTHEAST OF THE POST OFFICE
 CS0656'IN CORSICANA.  45 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY.  120
 CS0656'FEET NORTHWEST OF THE CENTER OF A SIDE ROAD.  1 FOOT NORTHEAST OF A
 CS0656'WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6955 ***********************************************************************
 AW6955  DESIGNATION -  CRABB RICHMOND RICE ASSN TANK
 AW6955  PID         -  AW6955
 AW6955  STATE/COUNTY-  TX/FORT BEND
 AW6955  USGS QUAD   -  SUGAR LAND (1995)
 AW6955
 AW6955                         *CURRENT SURVEY CONTROL
 AW6955  ___________________________________________________________________
 AW6955* NAD 83(1993)-  29 32 17.34398(N)    095 42 44.36532(W)     ADJUSTED  
 AW6955* NAVD 88     -                                                        
 AW6955  ___________________________________________________________________
 AW6955  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AW6955  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW6955
 AW6955  HORZ ORDER  -  THIRD
 AW6955
 AW6955.The horizontal coordinates were established by classical geodetic methods
 AW6955.and adjusted by the National Geodetic Survey in February 1996..
 AW6955
 AW6955
 AW6955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6955
 AW6955.The geoid height was determined by GEOID03.
 AW6955
 AW6955;                    North         East     Units Scale Factor Converg.
 AW6955;SPC TXSC     - 4,193,417.472   918,590.651   MT  0.99986951   +1 36 38.4
 AW6955;SPC TXSC     -13,757,903.82  3,013,742.83   sFT  0.99986951   +1 36 38.4
 AW6955;UTM  15      - 3,270,679.243   237,149.027   MT  1.00045259   -1 20 16.6
 AW6955
 AW6955                          SUPERSEDED SURVEY CONTROL
 AW6955
 AW6955  NAD 83(1986)-  29 32 17.35778(N)    095 42 44.34798(W) AD(       ) 4
 AW6955  NAD 27      -  29 32 16.49478(N)    095 42 43.52475(W) AD(       ) 3
 AW6955
 AW6955.Superseded values are not recommended for survey control.
 AW6955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6955.See file dsdata.txt to determine how the superseded data were derived.
 AW6955
 AW6955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3714970679(NAD 83)
 AW6955_MARKER: 53 = ELEVATED TANK
 AW6955
 AW6955  HISTORY     - Date     Condition        Report By
 AW6955  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6955  HISTORY     - 19980228 GOOD             USPSQD
 AW6955  HISTORY     - 19981009 GOOD             USPSQD
 AW6955
 AW6955                          STATION DESCRIPTION
 AW6955
 AW6955'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6955'THE STATION IS LOCATED JUST WEST OF THE RAILROAD DEPOT AND SOUTH
 AW6955'OF THE ATCHISON, TOPEKA AND SANTA FE TRACKS IN THE SMALL VILLAGE
 AW6955'OF CRABB.
 AW6955'
 AW6955'IT IS A FOUR-LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE TANK
 AW6955'PROPER, HAS A DOME SHAPED ROOF WITH A FINIAL AT THE TOP AND
 AW6955'CENTER AND AN OVER-ALL HEIGHT OF 135.0 FEET.
 AW6955'
 AW6955'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TANK.
 AW6955
 AW6955                          STATION RECOVERY (1998)
 AW6955
 AW6955'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6955'RECOVERED IN GOOD CONDITION.
 AW6955
 AW6955                          STATION RECOVERY (1998)
 AW6955
 AW6955'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0783 ***********************************************************************
 EN0783  DESIGNATION -  CRAFT
 EN0783  PID         -  EN0783
 EN0783  STATE/COUNTY-  TX/DONLEY
 EN0783  USGS QUAD   -  CLARENDON SE (1963)
 EN0783
 EN0783                         *CURRENT SURVEY CONTROL
 EN0783  ___________________________________________________________________
 EN0783* NAD 83(1993)-  34 48 37.61655(N)    100 45 49.27544(W)     ADJUSTED  
 EN0783* NAVD 88     -       849.     (meters)    2785.     (feet)  SCALED    
 EN0783  ___________________________________________________________________
 EN0783  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 EN0783  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EN0783
 EN0783  HORZ ORDER  -  SECOND
 EN0783
 EN0783.The horizontal coordinates were established by classical geodetic methods
 EN0783.and adjusted by the National Geodetic Survey in February 1996..
 EN0783
 EN0783.The orthometric height was scaled from a topographic map.
 EN0783
 EN0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0783
 EN0783.The geoid height was determined by GEOID03.
 EN0783
 EN0783;                    North         East     Units Scale Factor Converg.
 EN0783;SPC TX N     - 1,090,160.411   267,368.378   MT  0.99996668   +0 25 36.2
 EN0783;SPC TX N     - 3,576,634.62    877,191.09   sFT  0.99996668   +0 25 36.2
 EN0783;UTM  14      - 3,853,440.556   338,681.387   MT  0.99992075   -1 00 25.4
 EN0783
 EN0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0783!SPC TX N     -   0.99987098  x   0.99996668  =   0.99983766
 EN0783!UTM  14      -   0.99987098  x   0.99992075  =   0.99979174
 EN0783
 EN0783:                Primary Azimuth Mark                     Grid Az
 EN0783:SPC TX N     -  HEDLEY WATER TANK                        054 26 23.1
 EN0783:UTM  14      -  HEDLEY WATER TANK                        055 52 24.7
 EN0783
 EN0783|---------------------------------------------------------------------|
 EN0783| PID    Reference Object                     Distance      Geod. Az  |
 EN0783|                                                           dddmmss.s |
 EN0783| EN0754 HEDLEY WATER TANK                   APPROX.11.3 KM 0545159.3 |
 EN0783| EN0753 MEMPHIS CAP ROCK TRANS SYS MST      APPROX.14.6 KM 0921732.6 |
 EN0783| EN0764 MEMPHIS COMPRESS TANK               APPROX.22.3 KM 1125344.7 |
 EN0783| CX7010 CRAFT RM 1                           38.582 METERS 24807     |
 EN0783| EN0794 CLARENDON DONLEY CO TV RLY MST      APPROX.18.4 KM 3040356.4 |
 EN0783| CX7009 CRAFT AZ MK                                        3430347.0 |
 EN0783| CX7011 CRAFT RM 2                           29.141 METERS 35322     |
 EN0783|---------------------------------------------------------------------|
 EN0783
 EN0783                          SUPERSEDED SURVEY CONTROL
 EN0783
 EN0783  NAD 83(1993)-  34 48 37.61848(N)    100 45 49.27322(W) AD(       ) 2
 EN0783  NAD 83(1986)-  34 48 37.62204(N)    100 45 49.26793(W) AD(       ) 2
 EN0783  NAD 27      -  34 48 37.43117(N)    100 45 47.77087(W) AD(       ) 2
 EN0783
 EN0783.Superseded values are not recommended for survey control.
 EN0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0783.See file dsdata.txt to determine how the superseded data were derived.
 EN0783
 EN0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD3868153441(NAD 83)
 EN0783_MARKER: DS = TRIANGULATION STATION DISK
 EN0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0783
 EN0783  HISTORY     - Date     Condition        Report By
 EN0783  HISTORY     - 1964     MONUMENTED       CGS
 EN0783
 EN0783                          STATION DESCRIPTION
 EN0783
 EN0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0783'THE STATION IS LOCATED ABOUT 14-1/4 MILES NORTHWEST OF MEMPHIS,
 EN0783'11-1/4 MILES SOUTHEAST OF CLARENDON, 10-1/2 MILES NORTHEAST OF
 EN0783'BRICE, 6-1/4 MILES SOUTH OF LELIA LAKE, ON A NORTH-SOUTH GRASSY
 EN0783'RIDGE.  THE PROPERTY IS OWNED BY MR. BILL CRAFT.
 EN0783'
 EN0783'TO REACH THE STATION FROM THE POST OFFICE IN BRICE, 1.5 MILES NORTH
 EN0783'OF THE JUNCTION OF STATE HIGHWAYS 70 AND 256, GO NORTH ON STATE
 EN0783'HIGHWAY 70 FOR 10.2 MILES TO A SIDE ROAD ON THE RIGHT AND A WHITE
 EN0783'HOUSE ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 2.9 MILES TO A
 EN0783'REVERSE FORK.  GO SOUTH, THENCE EAST ON A PAVED ROAD FOR 3.6 MILES TO
 EN0783'THE END OF THE PAVEMENT.  CONTINUE EAST FOR 0.25 MILE TO A CROSS
 EN0783'ROAD.  TURN RIGHT AND GO SOUTHERLY FOR 1.6 MILES, CROSSING TWO
 EN0783'CATTLE GUARDS AND PASSING A TANK AND WINDMILL, TO THE TOP OF
 EN0783'THE FIRST RISE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EN0783'SOUTHERLY FOR 0.45 MILE TO A REVERSE FORK AT A POINT WHERE THE
 EN0783'ROAD COMES ABREAST OF A POWER LINE.  TURN BACK SHARP LEFT, PASSING
 EN0783'UNDER THE POWER LINE, AND GO SOUTH FOR 0.1 MILE TO THE HIGHEST
 EN0783'POINT AND THE STATION.
 EN0783'
 EN0783'THE STATION MARK IS A STANDARD DISK, STAMPED CRAFT 1964, SET IN THE
 EN0783'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0783'PROJECTS 3 INCHES.  IT IS 21 FEET WEST OF THE CENTERLINE OF A TRACK
 EN0783'ROAD, AND 4.0 FEET EAST OF A WITNESS POST.
 EN0783'
 EN0783'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRAFT NO 1 1964, SET IN
 EN0783'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0783'PROJECTS 4 INCHES.  IT IS 112 FEET EAST OF THE CENTERLINE OF A
 EN0783'BLADED ROAD, 2.0 FEET EAST OF A POWER LINE POLE, AND ABOUT 3 FEET
 EN0783'LOWER THAN THE STATION.
 EN0783'
 EN0783'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRAFT NO 2 1964, SET IN
 EN0783'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0783'PROJECTS 2 INCHES.  IT IS 17 FEET WEST OF THE CENTER OF THE TRACK
 EN0783'ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0783'
 EN0783'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRAFT 1964, SET IN THE
 EN0783'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0783'PROJECTS 5 INCHES.  IT IS 45 FEET EAST OF THE CENTERLINE OF THE
 EN0783'BLADED ROAD, 2.9 FEET NORTH NORTHWEST OF A WITNESS POST AND ON THE
 EN0783'HIGHEST POINT IN THE IMMEDIATE VICINITY.
 EN0783'
 EN0783'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0791 ***********************************************************************
 CV0791  DESIGNATION -  CRANCH
 CV0791  PID         -  CV0791
 CV0791  STATE/COUNTY-  TX/ANDREWS
 CV0791  USGS QUAD   -  BAIRD LAKE (1968)
 CV0791
 CV0791                         *CURRENT SURVEY CONTROL
 CV0791  ___________________________________________________________________
 CV0791* NAD 83(1993)-  32 10 52.75483(N)    102 21 15.34528(W)     ADJUSTED  
 CV0791* NAVD 88     -       914.8    (meters)    3001.     (feet)  VERTCON   
 CV0791  ___________________________________________________________________
 CV0791  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 CV0791  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CV0791
 CV0791  HORZ ORDER  -  SECOND
 CV0791
 CV0791.The horizontal coordinates were established by classical geodetic methods
 CV0791.and adjusted by the National Geodetic Survey in February 1996..
 CV0791
 CV0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0791
 CV0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0791
 CV0791.The geoid height was determined by GEOID03.
 CV0791
 CV0791;                    North         East     Units Scale Factor Converg.
 CV0791;SPC TXNC     - 2,063,738.520   236,603.417   MT  0.99998705   -2 06 07.5
 CV0791;SPC TXNC     - 6,770,782.13    776,256.38   sFT  0.99998705   -2 06 07.5
 CV0791;SPC TX C     - 3,280,516.141   509,405.445   MT  1.00009366   -1 02 27.2
 CV0791;SPC TX C     -10,762,826.71  1,671,274.36   sFT  1.00009366   -1 02 27.2
 CV0791;UTM  13      - 3,563,602.819   749,449.637   MT  1.00036744   +1 24 35.5
 CV0791
 CV0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0791!SPC TXNC     -   0.99986018  x   0.99998705  =   0.99984723
 CV0791!SPC TX C     -   0.99986018  x   1.00009366  =   0.99995383
 CV0791!UTM  13      -   0.99986018  x   1.00036744  =   1.00022757
 CV0791
 CV0791|---------------------------------------------------------------------|
 CV0791| PID    Reference Object                     Distance      Geod. Az  |
 CV0791|                                                           dddmmss.s |
 CV0791| CH8696 CRANCH RM 1                          47.144 METERS 07754     |
 CV0791| CH8698 CRANCH RM 3                          45.176 METERS 08139     |
 CV0791| CH8694 CRANCH AZ MK                                       1501355.0 |
 CV0791| CH8697 CRANCH RM 2                          58.770 METERS 16332     |
 CV0791| CH8695 CRANCH AZ MK 2                                     3461640.5 |
 CV0791|---------------------------------------------------------------------|
 CV0791
 CV0791                          SUPERSEDED SURVEY CONTROL
 CV0791
 CV0791  NAD 83(1986)-  32 10 52.75951(N)    102 21 15.33876(W) AD(       ) 2
 CV0791  NAD 27      -  32 10 52.36200(N)    102 21 13.80800(W) AD(       ) 2
 CV0791  NGVD 29 (07/19/86)  914.4    (m)         3000.     (f) VERT ANG       
 CV0791
 CV0791.Superseded values are not recommended for survey control.
 CV0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0791.See file dsdata.txt to determine how the superseded data were derived.
 CV0791
 CV0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR4945063603(NAD 83)
 CV0791_MARKER: DS = TRIANGULATION STATION DISK
 CV0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0791+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 CV0791
 CV0791  HISTORY     - Date     Condition        Report By
 CV0791  HISTORY     - 1935     MONUMENTED       CGS
 CV0791  HISTORY     - 1938     GOOD             TXHD
 CV0791  HISTORY     - 1967     GOOD             CGS
 CV0791  HISTORY     - 1969     GOOD             CGS
 CV0791  HISTORY     - 1970     GOOD             NGS
 CV0791  HISTORY     - 20020128 GOOD             TXDOT
 CV0791  HISTORY     - 20020910 GOOD             INDIV
 CV0791
 CV0791                          STATION DESCRIPTION
 CV0791
 CV0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0791'STATION IS ABOUT 18 MILES NW OF MIDLAND AND IS 9 MILES
 CV0791'SOUTH-SOUTHEASTERLY OF THE OLD FASKIN STORE.  IT IS 113 FEET
 CV0791'W OF THE CENTER OF THE MIDLAND-SEMINOLE HIGHWAY AND IS 18 FEET
 CV0791'E OF A LINE OF TELEPHONE POLES W OF THE HIGHWAY.  IT IS 0.8
 CV0791'MILE S OF A CATTLE GUARD AND MAIL BOX OF THE C RANCH.  THE
 CV0791'MARK PROJECTS 12 INCHES.
 CV0791'
 CV0791'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0791'BRONZE DISKS SET IN CONCRETE.
 CV0791'
 CV0791'REFERENCE MARK NO. 1 IS E OF THE STATION AND IS 42 FEET E OF
 CV0791'THE CENTER OF THE HIGHWAY.  IT PROJECTS 12 INCHES.
 CV0791'
 CV0791'REFERENCE MARK NO. 2 IS S OF THE STATION AND IS 113 FEET W
 CV0791'OF THE CENTER OF THE HIGHWAY.  MARK PROJECTS 8 INCHES.
 CV0791'
 CV0791'AZIMUTH MARK IS ABOUT 0.5 MILE SSE OF THE STATION.  IT IS 40
 CV0791'FEET E OF THE CENTER OF THE HIGHWAY AND PROJECTS 12 INCHES.
 CV0791'
 CV0791'REACHED FROM THE COURTHOUSE IN MIDLAND BY GOING W ON U.S. HIGHWAY
 CV0791'80, 1.4 MILES.  TURN N ON THE SEMINOLE ROAD AND GO 1.2 MILES.
 CV0791'TURN W AND GO 3.0 MILES TO A CATTLE GUARD.  CONTINUE WESTERLY
 CV0791'1.0 MILE.  TURN NORTHWESTERLY ON THE HIGHWAY 7.0 MILES.  TURN
 CV0791'NORTH-NORTHWESTERLY AND FOLLOW THE HIGHWAY 11.3 MILES TO THE
 CV0791'STATION ON THE W SIDE OF THE ROAD.
 CV0791'
 CV0791'A 50-FOOT TOWER WAS ERECTED.
 CV0791
 CV0791                          STATION RECOVERY (1938)
 CV0791
 CV0791'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0791'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0791'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CV0791
 CV0791                          STATION RECOVERY (1967)
 CV0791
 CV0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EEM)
 CV0791'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 CV0791'REFERENCE MARK 1 AND THE AZIMUTH MARK HAVE BEEN DESTROYED.
 CV0791'BOTH WERE FOUND UPROOTED IN THE DESCRIBED LOCATIONS.  A TO
 CV0791'REACH DESCRIPTION FROM ODESSA, TEXAS FOLLOWS--STATION IS
 CV0791'LOCATED ABOUT 23 MILES NORTH OF ODESSA, TEXAS, 80 FEET WEST
 CV0791'OF THE CENTERLINE OF FARM-TO-MARKET ROAD 1788 AND 18 FEET EAST
 CV0791'OF A TELEPHONE LINE ON THE WEST SIDE OF THE HIGHWAY.  TO REACH
 CV0791'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 385 AND STATE
 CV0791'HIGHWAY 158, 13 MILES NW OF ODESSA PROCEED NW ON U.S. HIGHWAY
 CV0791'385 FOR 8.3 MILES TO A CROSS ROADS, TURN RIGHT AND FOLLOW
 CV0791'PAVED ROAD ENE FOR 7.7 MILES TO A CROSS ROAD, TURN LEFT AND
 CV0791'FOLLOW FARM-TO-MARKET ROAD 1788 NW FOR 1.3 MILES TO A CURVE
 CV0791'AND THE STATION MARK.
 CV0791'
 CV0791'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23 MILES
 CV0791'NORTH OF ODESSA, TEXAS
 CV0791
 CV0791                          STATION RECOVERY (1969)
 CV0791
 CV0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RLW)
 CV0791'STATION MARK, AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CV0791'CONDITION.  REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE FOUND
 CV0791'DESTROYED BY GRADER OPERATIONS.  REFERENCE MARK NO. 3 WAS SET.
 CV0791'NO SUITABLE OBJECTS VISIBLE FROM GROUND LEVEL TO ESTABLISH
 CV0791'A NEW AZIMUTH MARK.
 CV0791'
 CV0791'A COMPLETE NEW DESCRIPTION FOLLOWS.
 CV0791'
 CV0791'STATION IS LOCATED IN A PASTURE AND ALONG THE WEST SIDE OF A
 CV0791'FARM TO MARKET ROAD NO. 1788 ABOUT 18 MILES NORTHWEST OF MIDLAND.
 CV0791'STATION, A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CV0791'POST AND STAMPED CRANCH 1935, IS 86 FEET NORTHEAST OF A UTILITY
 CV0791'POLE, 82 FEET NORTHWEST OF THE CENTERLINE OF FARM TO MARKET
 CV0791'ROAD NO. 1788, 64-1/2 FEET SOUTHEAST OF A UTILITY POLE, 33
 CV0791'FEET WEST-NORTHWEST OF A FENCE, 40-1/2 FEET WEST OF A METAL
 CV0791'WITNESS POST AND 7 FEET SOUTHEAST OF A TRACK ROAD.  THE MARK
 CV0791'PROJECTS 6 INCHES.
 CV0791'
 CV0791'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND FARM ROAD
 CV0791'1788 WHICH IS ABOUT 10 MILES WEST OF MIDLAND AND ABOUT 10 MILES
 CV0791'EAST OF ODESSA AND JUST WEST OF THE MIDLAND-ODESSA AIR TERMINAL,
 CV0791'GO NORTH ON FARM ROAD 1788 FOR 10.2 MILES TO JUNCTION OF STATE
 CV0791'HIGHWAY 158.  CONTINUE NORTHERLY ON FARM ROAD 1788 FOR 11.2
 CV0791'MILES TO STATION ON LEFT (WEST) SIDE OF ROAD JUST BEFORE
 CV0791'REACHING A CURVE IN ROAD.
 CV0791'
 CV0791'REFERENCE MARK NO. 2, A STANDARD DISK, SET IN THE TOP OF A
 CV0791'SQUARE CONCRETE POST AND STAMPED CRANCH NO 2 1935, IS 53-1/2
 CV0791'FEET WEST-NORTHWEST OF OF A FENCE, 102-1/2 FEET NORTHWEST OF
 CV0791'THE CENTERLINE OF FARM ROAD 1788 AND 43 FEET NORTH OF A UTILITY
 CV0791'POLE.  THE MARK PROJECTS 6 INCHES.
 CV0791'
 CV0791'REFERENCE MARK NO. 3, A STANDARD DISK, SET IN THE TOP OF A
 CV0791'ROUND CONCRETE POST AND STAMPED CRANCH 1935 NO 3 1969, IS 53
 CV0791'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF FRAM ROAD 1788 AND
 CV0791'1 FOOT WEST-NORTHWEST OF A FENCE.  THE MARK PROJECTS 6 INCHES.
 CV0791'
 CV0791'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MI. NW
 CV0791'OF MIDLAND
 CV0791
 CV0791                          STATION RECOVERY (1970)
 CV0791
 CV0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CV0791'THE STATION MARK, AND REFERENCE MARKS NO. 2 AND NO. 3 WERE RECOVERED
 CV0791'IN GOOD CONDITION.  A LARGE DIFFERENCE WAS FOUND IN THE DISTANCE
 CV0791'MEASUREMENT BETWEEN THE REFERENCE MARKS.  A NEW AZIMUTH MARK WAS
 CV0791'SET, POLARIS WAS OBSERVED.
 CV0791'
 CV0791'A NEW DESCRIPTION FOLLOWS.
 CV0791'
 CV0791'THE STATION IS LOCATED IN A PASTURE ON THE WEST SIDE OF FARM ROAD
 CV0791'NO. 1788, AT STATE HIGHWAY STATION MARKER NO. 541+20, WHERE THE ROAD
 CV0791'MAKES A LONG RIGHT HAND CURVE WHEN FACING NORTH, ABOUT 18 MILES NW
 CV0791'OF MIDLAND.
 CV0791'
 CV0791'THE STATION MARK IS A STANDARD DISK STAMPED CRANCH 1935, SET IN A
 CV0791'SQUARE CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  IT IS 167 FEET
 CV0791'SOUTH OF THE SOUTH ONE OF 4 VENT PIPES FOR HIGH PRESSURE GAS LINES,
 CV0791'83.5 FEET WEST OF THE CENTER OF HIGHWAY, 33 FEET WEST OF WEST
 CV0791'R.O.W. FENCE LINE, 8 FEET EAST OF TRACK ROAD, AND 1.5 FEET
 CV0791'SOUTHEAST OF A METAL WITNESS POST.
 CV0791'
 CV0791'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CRANCH NO 2 1935, SET
 CV0791'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS 100
 CV0791'FEET WEST OF THE CENTER OF HIGHWAY, 53.5 FEET WEST OF WEST R.O.W.
 CV0791'FENCE, 43 FEET NORTH OF A TELEPHONE POLE, AND 11 FEET EAST OF A
 CV0791'TRACK ROAD.
 CV0791'
 CV0791'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CRANCH NO 3 1935
 CV0791'1969, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT
 CV0791'IS 53 FEET EAST OF CENTER OF HIGHWAY, 30 FEET SOUTH OF SOUTH 1 OF 4
 CV0791'VENT PIPES FOR HIGH PRESSURE GAS LINES, 1.5 FEET WEST OF EAST
 CV0791'R.O.W. FENCE.
 CV0791'
 CV0791'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRANCH 1935 1970, SET IN
 CV0791'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS 0.15 MILE
 CV0791'NORTH OF A RANCH CROSSROAD WITH CATTLE GUARDS AND A SIGN, FOY
 CV0791'PROCTOR, C RANCH 53 FEET EAST OF CENTER OF HIGHWAY, 1.5 FEET SOUTH
 CV0791'OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE, AT HIGHWAY
 CV0791'STATION NO. 490+3.
 CV0791'
 CV0791'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND FARM
 CV0791'ROAD 1788, WHICH IS ABOUT 10 MILES WEST OF MIDLAND AND 10 MILES EAST
 CV0791'OF ODESSA, AND JUST WEST OF THE MIDLAND-ODESSA AIR-TERMINAL, GO
 CV0791'NORTH ON FARM ROAD 1788 FOR 9.6 MILES TO THE JUNCTION WITH STATE
 CV0791'HIGHWAY 158, CONTINUE NORTHERLY ON FARM ROAD 1788 FOR 10.4 MILES
 CV0791'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 CV0791'MARK, CONTINUE NORTH ON FARM ROAD 1788 FOR 1 MILE TO THE MARK ON THE
 CV0791'RIGHT.
 CV0791'
 CV0791'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 18 MILES NW
 CV0791'OF MIDLAND.
 CV0791
 CV0791                          STATION RECOVERY (2002)
 CV0791
 CV0791'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (JCW)
 CV0791'STATION DISK IS APPROXIMATELY 300 FEET SOUTH OF THE SOUTH 1 OF 4 VENTS
 CV0791'OF MOBIL PIPELINE CO. PIPELINES. RM 2 DOES NOT HAVE A METAL WITNESS
 CV0791'POST. RM 3 WAS NOT FOUND BUT SW BELL TEL. FIBER OPTIC CABLE WARNING
 CV0791'POST IS AT POSITION. AZIMUTH MARK IS 0.15 MI. NORTH OF ANDREWS COUNTY
 CV0791'ROAD SE 7000 AND FM 1788 ALSO 0.95 MI. NORTH OF STATION.
 CV0791
 CV0791                          STATION RECOVERY (2002)
 CV0791
 CV0791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CLW)
 CV0791'THE MARK WAS IN GOOD CONDITION, AND THE WITNESS MARKER WAS ALSO STILL
 CV0791'ERECT, AND LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2596 ***********************************************************************
 CS2596  DESIGNATION -  CRANDALL
 CS2596  PID         -  CS2596
 CS2596  STATE/COUNTY-  TX/KAUFMAN
 CS2596  USGS QUAD   -  FORNEY SOUTH (1973)
 CS2596
 CS2596                         *CURRENT SURVEY CONTROL
 CS2596  ___________________________________________________________________
 CS2596* NAD 83(1993)-  32 37 42.93348(N)    096 27 16.64317(W)     ADJUSTED  
 CS2596* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 CS2596  ___________________________________________________________________
 CS2596  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 CS2596  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS2596
 CS2596  HORZ ORDER  -  SECOND
 CS2596
 CS2596.The horizontal coordinates were established by classical geodetic methods
 CS2596.and adjusted by the National Geodetic Survey in February 1996..
 CS2596
 CS2596.The orthometric height was scaled from a topographic map.
 CS2596
 CS2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2596
 CS2596.The geoid height was determined by GEOID03.
 CS2596
 CS2596;                    North         East     Units Scale Factor Converg.
 CS2596;SPC TXNC     - 2,108,536.524   791,912.508   MT  0.99989970   +1 06 55.9
 CS2596;SPC TXNC     - 6,917,756.91  2,598,132.95   sFT  0.99989970   +1 06 55.9
 CS2596;UTM  14      - 3,612,975.165   738,802.866   MT  1.00030325   +1 22 23.1
 CS2596
 CS2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2596!SPC TXNC     -   0.99998375  x   0.99989970  =   0.99988345
 CS2596!UTM  14      -   0.99998375  x   1.00030325  =   1.00028699
 CS2596
 CS2596|---------------------------------------------------------------------|
 CS2596| PID    Reference Object                     Distance      Geod. Az  |
 CS2596|                                                           dddmmss.s |
 CS2596| CX9357 CRANDALL RM 1                        22.095 METERS 06046     |
 CS2596| CX9356 CRANDALL AZ MK                                     0784154.9 |
 CS2596| CX9358 CRANDALL RM 2                        22.080 METERS 15024     |
 CS2596| CS2769 SEAGO                               APPROX. 8.7 KM 2803518.4 |
 CS2596| CS0222 R 959                                38.124 METERS 28434     |
 CS2596|---------------------------------------------------------------------|
 CS2596
 CS2596                          SUPERSEDED SURVEY CONTROL
 CS2596
 CS2596  NAD 83(1986)-  32 37 42.94076(N)    096 27 16.62674(W) AD(       ) 2
 CS2596  NAD 27      -  32 37 42.45800(N)    096 27 15.68600(W) AD(       ) 2
 CS2596
 CS2596.Superseded values are not recommended for survey control.
 CS2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2596.See file dsdata.txt to determine how the superseded data were derived.
 CS2596
 CS2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3880312975(NAD 83)
 CS2596_MARKER: DS = TRIANGULATION STATION DISK
 CS2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2596
 CS2596  HISTORY     - Date     Condition        Report By
 CS2596  HISTORY     - 1947     MONUMENTED       CGS
 CS2596  HISTORY     - 1955     GOOD             TXHD
 CS2596  HISTORY     - 1960     GOOD             CGS
 CS2596  HISTORY     - 1961     GOOD             CGS
 CS2596
 CS2596                          STATION DESCRIPTION
 CS2596
 CS2596'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2596'THE STATION IS LOCATED IN THE TOWN OF CRANDALL, 0.1 MILE
 CS2596'SOUTHEAST OF THE DEPOT, 141 FEET SOUTH OF THE CENTER OF U.S.
 CS2596'HIGHWAY 175, 45 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 CS2596'LINE OF THE RAILROAD TRACKS, 33 FEET NORTH OF THE CENTER
 CS2596'OF AN EAST-WEST ROAD AND 68 FEET EAST OF A NORTH-SOUTH DIRT
 CS2596'ROAD.  IT IS STAMPED CRANDALL 1947 AND IS FLUSH WITH THE
 CS2596'SURFACE OF THE GROUND.
 CS2596'
 CS2596'REFERENCE MARK NO. 1 IS 30.5 FEET SOUTH OF THE SOUTH RAIL
 CS2596'OF THE MAIN LINE OF THE RAILROAD TRACKS AND 46.5 FEET NORTH
 CS2596'OF THE CENTER OF AN EAST-WEST DIRT ROAD.  IT IS STAMPED
 CS2596'CRANDALL NO. 1 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS2596'
 CS2596'REFERENCE MARK NO. 2 IS 39 FEET SOUTH OF THE CENTER OF AN
 CS2596'EAST-WEST DIRT ROAD AND 40 FEET NORTHWEST OF THE NORTHWEST
 CS2596'CORNER OF AN OLD HOUSE.  IT IS STAMPED CRANDALL NO. 2 AND
 CS2596'IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS2596'
 CS2596'AZIMUTH MARK IS LOCATED IN THE NORTHWEST CORNER OF A CULTIVATED
 CS2596'FIELD, 26 FEET EAST OF THE CENTER OF U.S. HIGHWAY 175, ABOUT
 CS2596'40 YARDS NORTHEAST AND ACROSS THE HIGHWAY FROM THE DIETZ
 CS2596'COTTON GIN BUILDING AND 7 FEET SOUTH OF A FENCE CORNER.  IT IS
 CS2596'1.5 FEET WEST OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING
 CS2596'2.5 FEET.  IT IS STAMPED CRANDALL 1947 AND PROJECTS 6 INCHES.
 CS2596'
 CS2596'B M R 959 IS 75 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 CS2596'175, 39 FEET WEST OF A NORTH-SOUTH DIRT ROAD AND 17.5 FEET
 CS2596'NORTH OF THE NORTH RAIL OF THE MAIN LINE OF THE RAILROAD
 CS2596'TRACKS.  IT IS A STANDARD U S C AND G S BENCH MARK DISK,
 CS2596'STAMPED R 959 1946, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 CS2596'POST PROJECTING 4 INCHES.
 CS2596'
 CS2596'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON
 CS2596'U.S. HIGHWAY 175 FOR 0.2 MILE TO THE MARK ON THE LEFT AS
 CS2596'DESCRIBED.
 CS2596'
 CS2596'AN 87 FOOT SIGNAL AT SEAGO IS VISIBLE AT 37 FEET.
 CS2596'
 CS2596'AN 87 FOOT SIGNAL AT TALTY IS VISIBLE AT 37 FEET.
 CS2596'
 CS2596'A 74 FOOT SIGNAL AT KAUFMAN 3 IS VISIBLE AT 37 FEET.
 CS2596'
 CS2596'A 100 FOOT SIGNAL AT WARSAW IS VISIBLE AT 37 FEET.
 CS2596'
 CS2596'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2596
 CS2596                          STATION RECOVERY (1955)
 CS2596
 CS2596'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (HWH)
 CS2596'THIS STATION RECOVERED IN GOOD CONDITION.
 CS2596
 CS2596                          STATION RECOVERY (1960)
 CS2596
 CS2596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2596'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2596'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2596'TO STATION SITE ARE CORRECT.
 CS2596
 CS2596                          STATION RECOVERY (1961)
 CS2596
 CS2596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FJG)
 CS2596'STATION RECOVERED AS DESCRIBED.
 CS2596'
 CS2596'THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED TO BE GONE
 CS2596'SINCE U.S. 175 HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1224 ***********************************************************************
 AH1224  DESIGNATION -  CRANE
 AH1224  PID         -  AH1224
 AH1224  STATE/COUNTY-  TX/NUECES
 AH1224  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH1224
 AH1224                         *CURRENT SURVEY CONTROL
 AH1224  ___________________________________________________________________
 AH1224* NAD 83(1993)-  27 39 15.65348(N)    097 10 57.45892(W)     ADJUSTED  
 AH1224* NAVD 88     -         6.763  (meters)      22.19   (feet)  ADJUSTED  
 AH1224  ___________________________________________________________________
 AH1224  X           -    -706,881.171 (meters)                     COMP
 AH1224  Y           -  -5,609,217.858 (meters)                     COMP
 AH1224  Z           -   2,942,621.952 (meters)                     COMP
 AH1224  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1224  ELLIP HEIGHT-         -19.13  (meters)          (06/17/02) GPS OBS
 AH1224  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AH1224  DYNAMIC HT  -           6.752 (meters)      22.15  (feet)  COMP
 AH1224  MODELED GRAV-     979,130.5   (mgal)                       NAVD 88
 AH1224
 AH1224  HORZ ORDER  -  FIRST
 AH1224  VERT ORDER  -  FIRST     CLASS II
 AH1224  ELLP ORDER  -  FIFTH     CLASS I
 AH1224
 AH1224.The horizontal coordinates were established by GPS observations
 AH1224.and adjusted by the National Geodetic Survey in February 1996..
 AH1224
 AH1224.The orthometric height was determined by differential leveling
 AH1224.and adjusted by the National Geodetic Survey in December 1997..
 AH1224
 AH1224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1224
 AH1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1224
 AH1224.The ellipsoidal height was determined by GPS observations
 AH1224.and is referenced to NAD 83.
 AH1224
 AH1224.The geoid height was determined by GEOID03.
 AH1224
 AH1224.The dynamic height is computed by dividing the NAVD 88
 AH1224.geopotential number by the normal gravity value computed on the
 AH1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1224.degrees latitude (g = 980.6199 gals.).
 AH1224
 AH1224.The modeled gravity was interpolated from observed gravity values.
 AH1224
 AH1224;                    North         East     Units Scale Factor Converg.
 AH1224;SPC TX S     - 5,220,901.755   429,982.724   MT  0.99995958   +0 35 53.1
 AH1224;SPC TX S     -17,128,908.51  1,410,701.65   sFT  0.99995958   +0 35 53.1
 AH1224;UTM  14      - 3,060,233.624   679,272.812   MT  0.99999671   +0 50 37.4
 AH1224
 AH1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1224!SPC TX S     -   1.00000301  x   0.99995958  =   0.99996258
 AH1224!UTM  14      -   1.00000301  x   0.99999671  =   0.99999972
 AH1224
 AH1224|---------------------------------------------------------------------|
 AH1224| PID    Reference Object                     Distance      Geod. Az  |
 AH1224|                                                           dddmmss.s |
 AH1224| AC8082 CRANE RM 1                           45.126 METERS 16055     |
 AH1224| AC8083 CRANE RM 2                           48.747 METERS 20828     |
 AH1224| AH1229 CRANE AZ MK                         APPROX. 1.3 KM 2342110.0 |
 AH1224| AH1268 FLOUR BLUFF DISTRICT STOR TK        APPROX.12.5 KM 2730910.5 |
 AH1224| AH1239 CORPUS CHRISTI NAS WATER TANK       APPROX. 9.6 KM 2973034.3 |
 AH1224|---------------------------------------------------------------------|
 AH1224
 AH1224                          SUPERSEDED SURVEY CONTROL
 AH1224
 AH1224  ELLIP H (02/16/96)  -19.00   (m)                       GP(       ) 5 1
 AH1224  NAD 83(1986)-  27 39 15.65970(N)    097 10 57.43866(W) AD(       ) 1
 AH1224  NAD 83(1986)-  27 39 15.66282(N)    097 10 57.43157(W) AD(       ) 1
 AH1224  NAD 27      -  27 39 14.53300(N)    097 10 56.47100(W) AD(       ) 1
 AH1224  NGVD 29 (04/09/92)    7.1    (m)           23.     (f) GPS OBS        
 AH1224
 AH1224.Superseded values are not recommended for survey control.
 AH1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1224.See file dsdata.txt to determine how the superseded data were derived.
 AH1224
 AH1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7927360234(NAD 83)
 AH1224_MARKER: DS = TRIANGULATION STATION DISK
 AH1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1224_SP_SET: METAL PIPE IN CONCRETE
 AH1224_STAMPING: CRANE 1933
 AH1224_MARK LOGO: CGS   
 AH1224_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1224+STABILITY: SURFACE MOTION
 AH1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1224+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AH1224
 AH1224  HISTORY     - Date     Condition        Report By
 AH1224  HISTORY     - 1933     MONUMENTED       CGS
 AH1224  HISTORY     - 1933     GOOD             CGS
 AH1224  HISTORY     - 1937     GOOD             TSI
 AH1224  HISTORY     - 1938     GOOD             CGS
 AH1224  HISTORY     - 1945     GOOD             TX-355
 AH1224  HISTORY     - 1949     GOOD             CGS
 AH1224  HISTORY     - 1954     GOOD             SHELL
 AH1224  HISTORY     - 1968     GOOD             CGS
 AH1224  HISTORY     - 1968     GOOD             CGS
 AH1224  HISTORY     - 1969     GOOD             CGS
 AH1224  HISTORY     - 1977     GOOD             NGS
 AH1224  HISTORY     - 1979     GOOD             NGS
 AH1224  HISTORY     - 1980     GOOD             NGS
 AH1224  HISTORY     - 19910322 GOOD             TE
 AH1224  HISTORY     - 19970205 GOOD             NGS
 AH1224
 AH1224                          STATION DESCRIPTION
 AH1224
 AH1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1224'STATION IS LOCATED ABOUT 15 MILES SW BY S OF PORT ARANSAS,
 AH1224'900 METERS NE BY N OF CORPUS CHRISTI PASS, ON THE E SHORE OF
 AH1224'MUSTANG ISLAND.  IT IS ON A 30-FOOT SAND DUNE WHICH IS THE
 AH1224'HIGHEST DUNE IN THE IMMEDIATE VICINITY.  IT IS 240 METERS
 AH1224'NW FROM MEAN HIGH-WATER LINE OF THE GULF OF MEXICO.
 AH1224'
 AH1224'STATION MARK IS A BRONZE DISK SET IN CONCRETE IN THE CENTER
 AH1224'OF A CAST-IRON PIPE.  NO UNDERGROUND MARK WAS SET.
 AH1224'
 AH1224'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH1224'
 AH1224'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1224'SAND HOPPER ON SAND FLAT (3-3/4 MILES DISTANT), 237-1/2 DEG.
 AH1224'NEARBY SHACK BELONGING TO MR. ELSIE, 274 DEG.  PLAZA HOTEL IN
 AH1224'CORPUS CHRISTI, 297 DEG.
 AH1224'
 AH1224'HEIGHT OF LIGHT ABOVE STATION MARK - 8 METERS.
 AH1224
 AH1224                          STATION RECOVERY (1933)
 AH1224
 AH1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AH1224'RECOVERED IN GOOD CONDITION.
 AH1224
 AH1224                          STATION RECOVERY (1937)
 AH1224
 AH1224'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AH1224'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AH1224
 AH1224                          STATION RECOVERY (1938)
 AH1224
 AH1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1224'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AH1224'
 AH1224'STATION IS LOCATED ON THE GULF SIDE OF MUSTANG ISLAND, ON A
 AH1224'HIGH SAND RIDGE, ABOUT 3 FEET BELOW THE HIGHEST PART.
 AH1224
 AH1224                          STATION RECOVERY (1945)
 AH1224
 AH1224'RECOVERY NOTE BY NUECES COUNTY TEXAS 1945 (DC)
 AH1224'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 AH1224'TARGET TOWER ABOUT 12 FEET HIGH STANDS OVER STATION.
 AH1224
 AH1224                          STATION RECOVERY (1949)
 AH1224
 AH1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1224'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AH1224'DESCRIPTION ADEQUATE WITH THE FOLLOWING ADDITIONS--STATION
 AH1224'IS 534 FEET NW OF A 6-INCH POLE ON THE STORM HIGH-WATER LINE,
 AH1224'PROJECTING 25 FEET ABOVE THE SAND.  MAGNETIC BEARING TO THE
 AH1224'CORPUS CHRISTI NAVAL AIR STATION WATER TANK IS 286 DEG.  AND
 AH1224'MAGNETIC BEARING TO A WINDMILL ON THE W SIDE OF MUSTANG
 AH1224'ISLAND IS 272 DEG.  MAGNETIC BEARING TO 25-FOOT POLE IS 137
 AH1224'DEG.  STATION MARK AND REFERENCE MARKS ARE SET IN 12- BY
 AH1224'12-INCH CONCRETE MONUMENT.  STATION MARK PROJECTS 0.2 FOOT.
 AH1224'R.M. 1 WAS FOUND 1.3 FEET BELOW THE SURFACE, AND R.M. 2
 AH1224'PROJECTS 0.6 FOOT.
 AH1224
 AH1224                          STATION RECOVERY (1954)
 AH1224
 AH1224'RECOVERY NOTE BY SHELL OIL COMPANY 1954 (LPC)
 AH1224'THE STATION AND REFERENCE MARKERS ARE IN VERY GOOD CONDITION.
 AH1224
 AH1224                          STATION RECOVERY (1968)
 AH1224
 AH1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH1224'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 AH1224'CONDITION.  REFERENCE MARK NO. 1 PROBABLY REMAINS IN GOOD
 AH1224'CONDITION.  PREVIOUSLY REPORTED COVERED, IT WAS NOT DUG FOR.
 AH1224'
 AH1224'A REVISED DESCRIPTION FOLLOWS--
 AH1224'
 AH1224'STATION IS LOCATED ON MUSTANG ISLAND ABOUT 15 MILES SOUTH-SOUTHWEST
 AH1224'OF PORT ARANSAS AND 0.6 MILE NORTH-NORTHEAST OF CORPUS CHRISTI
 AH1224'PASS.
 AH1224'
 AH1224'TO REACH FROM THE INTERSECTION OF PADRE ISLAND BOULEVARD AND
 AH1224'THE PORT ARANSAS-PADRE ISLAND ROAD, GO NORTHERLY ON THE
 AH1224'PORT ARANSAS-PADRE ISLAND ROAD FOR 3.0 MILES TO CORPUS CHRISTI
 AH1224'PASS, CONTINUE NORTHERLY FOR 0.6 MILE THEN TURN EASTERLY OFF
 AH1224'THE PAVED ROAD AND GO 0.6 MILE WITH PACK OR 4-WHEEL DRIVE
 AH1224'VEHICLE TO THE HIGHEST DUNE IN THE VICINITY AND THE STATION
 AH1224'AS DESCRIBED.
 AH1224'
 AH1224'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED CRANE,
 AH1224'1933 SET IN A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AH1224'2 INCHES.  IT IS CENTERED WITHIN THE ANGLE IRON LEGS OF AN OLD
 AH1224'OBSERVATION OR TARGET TOWER WHICH PROJECTS ABOUT 3 FEET.
 AH1224'
 AH1224'REFERENCE MARK NO. 1 IS REPORTED TO BE A STANDARD DISK SET IN
 AH1224'A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS COVERED 1.3 FEET.
 AH1224'
 AH1224'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A ROUGHLY
 AH1224'RECTANGULAR CONCRETE MONUMENT PROJECTING 8 INCHES.  STAMPED
 AH1224'CRANE NO. 2 1933.  IT IS ON THE NORTHERLY SIDE OF A SMALL DUNE.
 AH1224'
 AH1224'NO AZIMUTH MARKS EXIST, HOWEVER STATION SCRUB, 1933 IS VISIBLE
 AH1224'FROM THE GROUND.
 AH1224'
 AH1224'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 AH1224'SSW OF PORT ARANSAS.
 AH1224
 AH1224                          STATION RECOVERY (1968)
 AH1224
 AH1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1224'STATION RECOVERED IN GOOD CONDITION.  THE 1968 RECOVERY NOTE,
 AH1224'BY G.M.W., IS ADEQUATE.
 AH1224
 AH1224                          STATION RECOVERY (1969)
 AH1224
 AH1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1224'STATION MARK AND REFERENCE MARKS FOUND TO BE IN GOOD CONDITION.
 AH1224'REFERENCE MARK NO. 1 IS UNDER THE SAND.  ALSO A MARK STAMPED
 AH1224'TEX PT 2 WAS FOUND IN GOOD CONDITION ON THE SAND DUNE SOUTHEAST
 AH1224'OF STATION.  THERE ARE REMAINS OF OLD TOWER LEGS PROTRUDING FROM
 AH1224'THE SAND AT STATION SITE.
 AH1224'
 AH1224'TO REACH STATION FROM THE ENTRANCE OF PADRE ISLAND CAUSEWAY
 AH1224'AT THE SOUTHEAST EDGE OF CORPUS CHRISTI, GO SOUTHEAST ON
 AH1224'STATE HIGHWAY 358 FOR 4.9 MILES TO JUNCTION OF PARK ROADS 22
 AH1224'AND 53.  TURN LEFT ON PARK ROAD 53, GO 1.15 MILES TO A SIDE
 AH1224'ROAD ON RIGHT.  CONTINUE ON PARK ROAD 53 FOR 1.0 MILES TO
 AH1224'END OF TRUCK TRAVEL.  PACK SOUTHEAST ABOUT 0.3 MILE TO STATION.
 AH1224'
 AH1224'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 AH1224'MILES EAST OF CORPUS CHRISTI.
 AH1224
 AH1224                          STATION RECOVERY (1977)
 AH1224
 AH1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1224'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 AH1224'GOOD CONDITION, DUE TO ROAD CHANGES A NEW TO REACH FOLLOWS.
 AH1224'
 AH1224'TO REACH FROM THE JUNCTION OF PARK ROADS 22 AND 53, GO N ON PARK
 AH1224'ROAD 53 FOR 3.15 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO E
 AH1224'FOR 0.5 MILE TO THE END OF SURFACED ROAD.  TURN LEFT N ALONG BEACH
 AH1224'FOR 1.0 MILE TO A SIGN ON THE RIGHT (20NIGHT, 25DAY).  FROM HERE
 AH1224'PACK W FOR ABOUT 100 YARDS AND STATION ON SAND DUNE.
 AH1224'
 AH1224'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES SE
 AH1224'OF CORPUS CHRISTI.
 AH1224
 AH1224                          STATION RECOVERY (1979)
 AH1224
 AH1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1224'STATION, REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION,
 AH1224'THE FOUR STEEL LEGS TO OLD TOWER ARE STILL AT THE STATION, REFERENCE
 AH1224'MARK 1 IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND,
 AH1224'REFERENCE MARK AND STATION MARK ARE FLUSH WITH THE SAND, A NEW TO
 AH1224'REACH FOLLOWS.
 AH1224'
 AH1224'TO REACH FROM THE JUNCTIONS OF STATE HIGHWAY 358 AND PARK ROADS 22
 AH1224'AND 53, GO NORTH ON PARK ROAD 53 FOR 3.1 MILE TO A SURFACED ROAD
 AH1224'RIGHT.  TURN RIGHT AND GO 0.35 MILE TO THE BEACH, BEAR LEFT NORTH
 AH1224'AND GO 1.2 MILE, FROM HERE PACK WESTERLY FOR ABOUT 100 YARDS AND
 AH1224'STATION NEAR THE TOP OF A HIGH SAND DUNE, MARKED BY FOUR STEEL
 AH1224'LEGS OF AN OLD TOWER.
 AH1224'
 AH1224'NOTE. A HELICOPTER CAN LAND ABOUT 50 YARDS SW OF STATION.
 AH1224'
 AH1224'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 AH1224'ESE OF CORPUS CHRISTI.
 AH1224
 AH1224                          STATION RECOVERY (1980)
 AH1224
 AH1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AH1224'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 AH1224'GOOD CONDITION.  THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 CHECKED
 AH1224'THE PREVIOUS DATA.  THE SLOPE DISTANCES TO REFERENCE MARKS 1 AND
 AH1224'2 WERE SHORTER THAN THE PREVIOUS DATA.  TO REFERENCE MARK 1 BY
 AH1224'0.01 METER AND TO REFERENCE MARK 2 BY 0.09 METER.  FOR FUTURE
 AH1224'COMPARISONS THE SLOPE DISTANCES WERE REDUCED TO HORIZONTAL.
 AH1224'DISTANCES.  THE SLOPE DISTANCES OF 45.27 METERS TO REFERENCE MARK
 AH1224'1 AND 48.98 METERS TO REFERENCE MARK 2 SHOULD BE USED ONLY TO
 AH1224'RECOVER THE MARKS WHICH ARE PERIODICLY COVERED BY SHIFTING SAND
 AH1224'DUNES.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME AND A
 AH1224'TRAVERSE CONNECTION WAS MADE USING ELECTRONIC DISTANCE MEASURING
 AH1224'EQUIPMENT.  THE STATION WAS OCCUPIED TO CHECK THE DIECTIONS TO
 AH1224'REFERENCE MARKS 1 AND 2 AND TO ESTABLISH DIRECTIONS FOR THE
 AH1224'AZIMUTH MARK AND LANDMARKS.  A NEW AND COMPLETE DESCRIPTION
 AH1224'FOLLOWS.
 AH1224'
 AH1224'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF CORPUS CHRISTI,
 AH1224'15 MILES SOUTH-SOUTHWEST OF PORT ARANSAS, 2-1/2 MILES NORTHEAST
 AH1224'OF NEWPORT PASS AND CENTERED WITHIN THE ANGLE IRON LEGS OF AN OLD
 AH1224'TOWER ON A HIGH SAND DUNE.
 AH1224'
 AH1224'TO REACH THE STATION FROM THE JUNCTION OF PARK ROADS 22 AND 53
 AH1224'ON PADRE ISLAND, GO NORTHEAST ON PARK ROAD 53 FOR 1.6 MILES TO
 AH1224'THE NEWPORT PASS BRIDGE.  CONTINUE NORTHEAST ON PARK ROAD 53 FOR
 AH1224'1.15 MILES TO GULF BEACH ACCESS ROAD 3 AND THE AZIMUTH MARK ON
 AH1224'THE RIGHT.  CONTINUE NORTHEAST ON PARK ROAD 53 FOR 2.1 MILES TO
 AH1224'THE ENTRANCE TO MUSTANG ISLAND STATE PARK ON THE RIGHT.  TURN
 AH1224'RIGHT AND GO EAST ON A PAVED ROAD FOR 0.25 MILE TO A PAVED CROSS
 AH1224'ROAD.  TURN RIGHT AND GO SOUTHEASTERLY ON A WINDING PAVED
 AH1224'ROAD FOR 0.15 MILE TO THE END OF THE PAVEMENT AND THE BEACH.
 AH1224'TURN RIGHT AND GO SOUTHERLY ON THE MARKED BEACH ROAD FOR 1.1 MILES
 AH1224'TO A SIGN, MILE 6 NUECES.  CONTINUE SOUTHERLY ON THE BEACH ROAD
 AH1224'FOR 0.1 MILE.  FROM HERE, PACK WESTERLY FOR ABOUT 100 YARDS TO
 AH1224'THE TOP OF A HIGH SAND DUNE AND THE STATION AS DESCRIBED.
 AH1224'
 AH1224'THE STATION IS A STANDARD CGS DISK
 AH1224'STAMPED---CRANE 1933---,
 AH1224'ACCORDING TO THE 1933 DESCRIPTION THE MARK IS SET IN CONCRETE AT
 AH1224'THE CENTER OF A CAST IRON PIPE.  A SQUARE 12-INCH ON THE SIDE
 AH1224'CONCRETE MONUMENT THAT PROJECTS 3 CM ABOVE THE GROUND SURROUNDS
 AH1224'THE DISK.
 AH1224'IT IS LOCATED
 AH1224'24 FEET EAST FROM THE HIGHEST POINT OF THE SAND DUNE.
 AH1224'
 AH1224'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 AH1224'STAMPED---CRANE NO 1 1933---,
 AH1224'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AH1224'RECESSED 30 CM BELOW THE GROUND.
 AH1224'NO LOCATION MEASUREMENTS WERE MADE FOR THIS REFERENCE MARK.
 AH1224'MARK IS BELOW STATION 2 METERS.
 AH1224'
 AH1224'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 AH1224'STAMPED---CRANE NO 2 1933---,
 AH1224'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 AH1224'PROJECTING 15 CM ABOVE THE GROUND.
 AH1224'NO LOCATION MEASUREMENTS WERE MADE FOR THIS REFERENCE MARK.
 AH1224'MARK IS BELOW STATION 3 METERS.
 AH1224'
 AH1224'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 AH1224'STAMPED---CRANE 1933 1980---,
 AH1224'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AH1224'FLUSH WITH GROUND.  IT IS LOCATED
 AH1224'108 FEET EAST FROM THE CENTER OF PARK ROAD 53,
 AH1224'67.7 FEET SOUTH FROM THE CENTER OF GULF BEACH ACCESS ROAD 3,
 AH1224'22.7 FEET SOUTHEAST FROM UTILITY POLE NUMBER 20 AND
 AH1224'2.5 FEET WEST FROM A METAL WITNESS POST IN A FENCE LINE.
 AH1224'
 AH1224'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 AH1224
 AH1224                          STATION RECOVERY (1991)
 AH1224
 AH1224'RECOVERY NOTE BY THOMPSON ENGINEERING 1991
 AH1224'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF CORPUS CHRISTI,
 AH1224'15 MILES SOUTH-SOUTHWEST OF PORT ARANSAS, 2-1/2 MILES NORTHEAST
 AH1224'OF NEWPORT PASS AND CENTERED WITHIN THE ANGLE IRON LEGS OF AN OLD
 AH1224'TOWER ON A HIGH SAND DUNE.
 AH1224'TO REACH THE STATION FROM THE JUNCTION OF PARK ROADS 22 AND 53
 AH1224'ON PADRE ISLAND, GO NORTHEAST ON PARK ROAD 53 FOR 1.6 MILES TO
 AH1224'THE NEWPORT PASS BRIDGE.  CONTINUE NORTHEAST ON PARK ROAD 53 FOR
 AH1224'1.15 MILES TO GULF BEACH ACCESS ROAD 3 AND THE AZIMUTH MARK ON
 AH1224'THE RIGHT.  CONTINUE NORTHEAST ON PARK ROAD 53 FOR 2.1 MILES TO
 AH1224'THE ENTRANCE TO MUSTANG ISLAND STATE PARK ON THE RIGHT.  TURN
 AH1224'RIGHT AND GO EAST ON A PAVED ROAD FOR 0.25 MILE TO A PAVED CROSS
 AH1224'ROAD.  TURN RIGHT AND GO SOUTHEASTERLY ON A WINDING PAVED
 AH1224'ROAD FOR 0.15 MILE TO THE END OF THE PAVEMENT AND THE BEACH.
 AH1224'TURN RIGHT AND GO SOUTHERLY ON THE MARKED BEACH ROAD FOR 1.1 MILES
 AH1224'TO A SIGN, MILE 6 NUECES.  CONTINUE SOUTHERLY ON THE BEACH ROAD
 AH1224'FOR 0.1 MILE.  FROM HERE, PACK WESTERLY FOR ABOUT 100 YARDS TO
 AH1224'THE TOP OF A HIGH SAND DUNE AND THE STATION AS DESCRIBED.
 AH1224
 AH1224                          STATION RECOVERY (1997)
 AH1224
 AH1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1224'20.3 KM (12.60 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY
 AH1224'361 FROM THE POST OFFICE IN PORT ARANSAS, THENCE 0.5 KM (0.30 MI)
 AH1224'EASTERLY ALONG THE MUSTANG ISLAND STATE PARK ENTRANCE ROAD, THENCE 2.3
 AH1224'KM (1.40 MI) SOUTHERLY ALONG A PAVED ROAD AND THE BEACH, THENCE 0.1 KM
 AH1224'(0.05 MI) WESTERLY ACROSS COUNTRY, 214.0 M (702.1 FT) SOUTH OF NUECES
 AH1224'COUNTY MILEPOST 6, 122.0 M (400.3 FT) NORTH OF THE 2ND SHOWER PLATFORM
 AH1224'NORTH OF THE SOUTH END OF THE PARK, 48.7 M (159.8 FT) NORTHEAST OF
 AH1224'REFERENCE MARK 2, 45.1 M (148.0 FT) NORTH OF REFERENCE MARK 1, NEAR
 AH1224'THE CENTER OF 7 LOWER LEGS (TOWER REMOVED) , AND THE MONUMENT PROJECTS
 AH1224'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2004 ***********************************************************************
 AY2004  DESIGNATION -  CRANE 1924
 AY2004  PID         -  AY2004
 AY2004  STATE/COUNTY-  TX/UVALDE
 AY2004  USGS QUAD   -  FLATROCK CROSSING (1969)
 AY2004
 AY2004                         *CURRENT SURVEY CONTROL
 AY2004  ___________________________________________________________________
 AY2004* NAD 83(1993)-  29 32 30.59766(N)    099 28 18.77499(W)     ADJUSTED  
 AY2004* NAVD 88     -       600.1    (meters)    1969.     (feet)  VERTCON   
 AY2004  ___________________________________________________________________
 AY2004  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AY2004  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AY2004
 AY2004  HORZ ORDER  -  FIRST
 AY2004
 AY2004.The horizontal coordinates were established by classical geodetic methods
 AY2004.and adjusted by the National Geodetic Survey in February 1996..
 AY2004
 AY2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2004
 AY2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2004
 AY2004.The geoid height was determined by GEOID03.
 AY2004
 AY2004;                    North         East     Units Scale Factor Converg.
 AY2004;SPC TXSC     - 4,189,439.427   554,268.260   MT  0.99986974   -0 13 52.3
 AY2004;SPC TXSC     -13,744,852.52  1,818,461.78   sFT  0.99986974   -0 13 52.3
 AY2004;UTM  14      - 3,268,111.295   454,280.206   MT  0.99962579   -0 13 57.6
 AY2004
 AY2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2004!SPC TXSC     -   0.99990939  x   0.99986974  =   0.99977915
 AY2004!UTM  14      -   0.99990939  x   0.99962579  =   0.99953522
 AY2004
 AY2004:                Primary Azimuth Mark                     Grid Az
 AY2004:SPC TXSC     -  HACKBERRY                                077 13 03.8
 AY2004:UTM  14      -  HACKBERRY                                077 13 09.1
 AY2004
 AY2004|---------------------------------------------------------------------|
 AY2004| PID    Reference Object                     Distance      Geod. Az  |
 AY2004|                                                           dddmmss.s |
 AY2004| AY2000 HACKBERRY                           APPROX.15.6 KM 0765911.5 |
 AY2004| AY2005 CRANE 1924 RM                         3.030 METERS 14909     |
 AY2004| AY2029 SABINAL NEW WATER TANK              APPROX.24.7 KM 1792548.4 |
 AY2004| AY2003 CRANE USGS BRASS BOLT 1924            4.247 METERS 26434     |
 AY2004|---------------------------------------------------------------------|
 AY2004
 AY2004                          SUPERSEDED SURVEY CONTROL
 AY2004
 AY2004  NAD 83(1986)-  29 32 30.59843(N)    099 28 18.75921(W) AD(       ) 1
 AY2004  NAD 27      -  29 32 29.77300(N)    099 28 17.59500(W) AD(       ) 1
 AY2004  NGVD 29 (07/28/98)  600.0    (m)         1968.     (f) VERT ANG       
 AY2004
 AY2004.Superseded values are not recommended for survey control.
 AY2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2004.See file dsdata.txt to determine how the superseded data were derived.
 AY2004
 AY2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT5428068111(NAD 83)
 AY2004_MARKER: DS = TRIANGULATION STATION DISK
 AY2004_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY2004_PROJECTION: FLUSH
 AY2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2004+STABILITY: SURFACE MOTION
 AY2004
 AY2004  HISTORY     - Date     Condition        Report By
 AY2004  HISTORY     - 1924     MONUMENTED       CGS
 AY2004  HISTORY     - 1964     GOOD             USGS
 AY2004  HISTORY     - 1968     GOOD             CGS
 AY2004  HISTORY     - 1968     GOOD             USGS
 AY2004
 AY2004                          STATION DESCRIPTION
 AY2004
 AY2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY2004'ABOUT 15 MILES DIRECT OR 19 MILES BY ROAD N OF SABINAL, 7
 AY2004'MILES DIRECT OR 8 MILES BY ROAD SE OF UPTOPIA, 1-1/4 MILES
 AY2004'SW OF C.M. DONOHOS RANCH HOUSE, ON THE HIGHEST HILL IN THE
 AY2004'VICINITY.
 AY2004'
 AY2004'SURFACE MARK IS AN IRON PIPE WITH SCREW-CAP STATION MARK.
 AY2004'
 AY2004'UNDERGROUND MARK IS A STANDARD DISK IN BEDROCK.
 AY2004'
 AY2004'REFERENCE MARK IS A STANDARD REFERENCE DISK IN A DRILL HOLE
 AY2004'IN BEDROCK.  IT IS 3.030 METERS (9.94 FEET) FROM THE STATION,
 AY2004'S 30 DEG 51 MIN E.  STATION CRANE (U.S.G.S.), MARKED
 AY2004'BY A COPPER BOLT SET IN ROCK 10 INCHES BELOW SURFACE OF GROUND,
 AY2004'IS 4.247 METERS (13.93 FEET) FROM STATION, S 83 DEG 34 MIN W.
 AY2004'BEARING FROM STATION TO SABINAL NEW WATER TANK IS
 AY2004'S 00 DEG 35 MIN E.  ELEVATION OF STATION, 595.8 METERS
 AY2004'(1,955 FEET).
 AY2004'
 AY2004'REACHED FROM STATION HACKBERRY BY ROAD WESTWARD TO MILLER
 AY2004'RANCH, ON BIG SECO CREEK, THENCE WESTWARD TO C.M. DONOHOS
 AY2004'RANCH, THENCE BY CLEARED TRAIL THROUGH PASTURE TO EASTERN END
 AY2004'OF HILL, AND UP THE HILL 1/2 MILE TO THE STATION.  TO REACH
 AY2004'FROM SABINAL TAKE THE UTOPIA ROAD 14 MILES TO ED. KELLYS
 AY2004'RANCH, RANCH HOUSE BEING ABOUT 200 METERS TO LEFT OF ROAD.
 AY2004'PASS THROUGH GATE ON RIGHT OF ROAD AND FOLLOW ROAD ABOUT
 AY2004'5 MILES TO C.M. DONOHOS HOUSE.  ROAD LEADS EASTWARD FOR ABOUT
 AY2004'3 MILES, THEN BRANCHES.  TAKE LEFT-HAND ROAD LEADING N.
 AY2004
 AY2004                          STATION RECOVERY (1964)
 AY2004
 AY2004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY2004'STATION WAS RECOVERED IN GOOD CONDITION.
 AY2004'
 AY2004'DISTANCES TO RM 1 AND CRANE USGS HAVE BEEN INTERCHANGED
 AY2004'
 AY2004'DISTANCE TO RM 1 IS 14.03 FEET SOUTH, INSTEAD OF 9.94 AS
 AY2004'PUBLISHED.
 AY2004'
 AY2004'DISTANCE TO CRANE USGS IS 9.97 FEET WEST, INSTEAD OF 13.93
 AY2004'FEET AS PUBLISHED.
 AY2004
 AY2004                          STATION RECOVERY (1968)
 AY2004
 AY2004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GDF)
 AY2004'STATION FOUND AS DESCRIBED IN 1964 USGS RECOVERY NOTES.
 AY2004'STATION IS NOW ON THE SABINAL GRANDE RANCH.  GATE ON EAST SIDE ABOUT
 AY2004'4 MILES S OF UTOPIA.  PERMISSION AND ACCESS REQUIRED FROM THE
 AY2004'RANCH HOUSE.
 AY2004'
 AY2004'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--UTOPIA T.0 MILES
 AY2004'SOUTHEAST.
 AY2004
 AY2004                          STATION RECOVERY (1968)
 AY2004
 AY2004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AY2004'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29099-1, STATION 1010.
 AY2004'FOUND AS DESCRIBED IN 1964 -- USGS RECOVERY.
 AY2004'NOW ON THE SABINAL GRANDE RANCH, GATE ON E. SIDE, ABOUT 4 MI. S. OF
 AY2004'UTOPIA.  PERMISSION REQUIRED AND ACCESS FROM THE RANCH HOUSE.
 AY2004'STATION MARK--STANDARD USC AND GS DISK STAMPED---CRANE 1924---, ON
 AY2004'IRON PIPE, PROJECTING 1.0 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2005 ***********************************************************************
 AY2005  DESIGNATION -  CRANE 1924 RM
 AY2005  PID         -  AY2005
 AY2005  STATE/COUNTY-  TX/UVALDE
 AY2005  USGS QUAD   -  FLATROCK CROSSING (1969)
 AY2005
 AY2005                         *CURRENT SURVEY CONTROL
 AY2005  ___________________________________________________________________
 AY2005* NAD 83(1993)-  29 32 30.51317(N)    099 28 18.71728(W)     ADJUSTED  
 AY2005* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 AY2005  ___________________________________________________________________
 AY2005  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AY2005  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AY2005
 AY2005  HORZ ORDER  -  SECOND
 AY2005
 AY2005.The horizontal coordinates were established by classical geodetic methods
 AY2005.and adjusted by the National Geodetic Survey in February 1996..
 AY2005
 AY2005.The orthometric height was scaled from a topographic map.
 AY2005
 AY2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2005
 AY2005.The geoid height was determined by GEOID03.
 AY2005
 AY2005;                    North         East     Units Scale Factor Converg.
 AY2005;SPC TXSC     - 4,189,436.820   554,269.803   MT  0.99986974   -0 13 52.2
 AY2005;SPC TXSC     -13,744,843.97  1,818,466.85   sFT  0.99986974   -0 13 52.2
 AY2005;UTM  14      - 3,268,108.688   454,281.748   MT  0.99962579   -0 13 57.6
 AY2005
 AY2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2005!SPC TXSC     -   0.99991002  x   0.99986974  =   0.99977977
 AY2005!UTM  14      -   0.99991002  x   0.99962579  =   0.99953585
 AY2005
 AY2005                          SUPERSEDED SURVEY CONTROL
 AY2005
 AY2005  NAD 83(1986)-  29 32 30.51395(N)    099 28 18.70151(W) AD(       ) 2
 AY2005  NAD 27      -  29 32 29.68900(N)    099 28 17.53700(W) AD(       ) 2
 AY2005
 AY2005.Superseded values are not recommended for survey control.
 AY2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2005.See file dsdata.txt to determine how the superseded data were derived.
 AY2005
 AY2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT5428268109(NAD 83)
 AY2005_MARKER: DR = REFERENCE MARK DISK
 AY2005_SETTING: 66 = SET IN ROCK OUTCROP
 AY2005_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AY2005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2005+STABILITY: POSITION/ELEVATION WELL
 AY2005
 AY2005  HISTORY     - Date     Condition        Report By
 AY2005  HISTORY     - 1924     MONUMENTED       CGS
 AY2005
 AY2005                          STATION DESCRIPTION
 AY2005
 AY2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY2005'ABOUT 15 MILES DIRECT OR 19 MILES BY ROAD N OF SABINAL, 7
 AY2005'MILES DIRECT OR 8 MILES BY ROAD SE OF UPTOPIA, 1-1/4 MILES
 AY2005'SW OF C.M. DONOHOS RANCH HOUSE, ON THE HIGHEST HILL IN THE
 AY2005'VICINITY.
 AY2005'
 AY2005'REFERENCE MARK IS A STANDARD REFERENCE DISK IN A DRILL HOLE
 AY2005'IN BEDROCK.
 AY2005'
 AY2005'REACHED FROM STATION HACKBERRY BY ROAD WESTWARD TO MILLER
 AY2005'RANCH, ON BIG SECO CREEK, THENCE WESTWARD TO C.M. DONOHOS
 AY2005'RANCH, THENCE BY CLEARED TRAIL THROUGH PASTURE TO EASTERN END
 AY2005'OF HILL, AND UP THE HILL 1/2 MILE TO THE STATION.  TO REACH
 AY2005'FROM SABINAL TAKE THE UTOPIA ROAD 14 MILES TO ED. KELLYS
 AY2005'RANCH, RANCH HOUSE BEING ABOUT 200 METERS TO LEFT OF ROAD.
 AY2005'PASS THROUGH GATE ON RIGHT OF ROAD AND FOLLOW ROAD ABOUT
 AY2005'5 MILES TO C.M. DONOHOS HOUSE.  ROAD LEADS EASTWARD FOR ABOUT
 AY2005'3 MILES, THEN BRANCHES.  TAKE LEFT-HAND ROAD LEADING N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1229 ***********************************************************************
 AH1229  DESIGNATION -  CRANE AZ MK
 AH1229  PID         -  AH1229
 AH1229  STATE/COUNTY-  TX/NUECES
 AH1229  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH1229
 AH1229                         *CURRENT SURVEY CONTROL
 AH1229  ___________________________________________________________________
 AH1229* NAD 83(1993)-  27 38 51.51627(N)    097 11 35.25094(W)     ADJUSTED  
 AH1229* NAVD 88     -         1.235  (meters)       4.05   (feet)  ADJUSTED  
 AH1229  ___________________________________________________________________
 AH1229  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1229  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AH1229  DYNAMIC HT  -           1.233 (meters)       4.05  (feet)  COMP
 AH1229  MODELED GRAV-     979,129.6   (mgal)                       NAVD 88
 AH1229
 AH1229  HORZ ORDER  -  SECOND
 AH1229  VERT ORDER  -  FIRST     CLASS II
 AH1229
 AH1229.The horizontal coordinates were established by classical geodetic methods
 AH1229.and adjusted by the National Geodetic Survey in February 1996..
 AH1229.No horizontal observational check was made to the station.
 AH1229
 AH1229.The orthometric height was determined by differential leveling
 AH1229.and adjusted by the National Geodetic Survey in December 1997..
 AH1229
 AH1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1229
 AH1229.The geoid height was determined by GEOID03.
 AH1229
 AH1229.The dynamic height is computed by dividing the NAVD 88
 AH1229.geopotential number by the normal gravity value computed on the
 AH1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1229.degrees latitude (g = 980.6199 gals.).
 AH1229
 AH1229.The modeled gravity was interpolated from observed gravity values.
 AH1229
 AH1229;                    North         East     Units Scale Factor Converg.
 AH1229;SPC TX S     - 5,220,148.073   428,954.658   MT  0.99995825   +0 35 36.0
 AH1229;SPC TX S     -17,126,435.80  1,407,328.74   sFT  0.99995825   +0 35 36.0
 AH1229;UTM  14      - 3,059,475.518   678,247.948   MT  0.99999219   +0 50 19.2
 AH1229
 AH1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1229!SPC TX S     -   1.00000388  x   0.99995825  =   0.99996213
 AH1229!UTM  14      -   1.00000388  x   0.99999219  =   0.99999607
 AH1229
 AH1229                          SUPERSEDED SURVEY CONTROL
 AH1229
 AH1229  NAD 83(1986)-  27 38 51.52564(N)    097 11 35.22410(W) AD(       ) 2
 AH1229  NAD 27      -  27 38 50.39570(N)    097 11 34.26262(W) AD(       ) 2
 AH1229  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 AH1229
 AH1229.Superseded values are not recommended for survey control.
 AH1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1229.See file dsdata.txt to determine how the superseded data were derived.
 AH1229
 AH1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7824859476(NAD 83)
 AH1229_MARKER: DZ = AZIMUTH MARK DISK
 AH1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1229_STAMPING: CRANE 1933 1980
 AH1229_MARK LOGO: NGS   
 AH1229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1229+STABILITY: SURFACE MOTION
 AH1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1229+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AH1229
 AH1229  HISTORY     - Date     Condition        Report By
 AH1229  HISTORY     - 1980     MONUMENTED       NGS
 AH1229  HISTORY     - 19970205 GOOD             NGS
 AH1229  HISTORY     - 20050820 GOOD             USPSQD
 AH1229
 AH1229                          STATION DESCRIPTION
 AH1229
 AH1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AH1229'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHWEST OF PORT
 AH1229'ARANSAS, 16 MILES SOUTHEAST OF CORPUS CHRISTI AND WITHIN THE
 AH1229'RIGHT-OF-WAY OF PARK ROAD 53.
 AH1229'
 AH1229'TO REACH THE STATION FROM THE JUNCTION OF PARK ROADS 22
 AH1229'AND 53 ON PADRE ISLAND, GO NORTHEAST ON PARK ROAD 53 FOR 1.6 MILES
 AH1229'TO THE NEWPORT PASS BRIDGE.  CONTINUE NORTHEAST ON PARK ROAD 53
 AH1229'FOR 1.15 MILES TO GULF BEACH ACCESS ROAD 3 AND THE AZIMUTH
 AH1229'MARK ON THE RIGHT.
 AH1229'
 AH1229'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AH1229'STAMPED---CRANE 1933 1980---,
 AH1229'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AH1229'FLUSH WITH GROUND.  IT IS LOCATED
 AH1229'108 FEET EAST FROM THE CENTER OF PARK ROAD 53.
 AH1229'67.7 FEET SOUTH FROM THE CENTER OF GULF BEACH ACCESS ROAD 3,
 AH1229'22.7 FEET SOUTHEAST FROM UTILITY POLE NUMBER 20 AND
 AH1229'2.5 FEET WEST FROM A METAL WITNESS POST IN A FENCE LINE.
 AH1229'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 AH1229'STAMPED---CRANE 1933 1980---,
 AH1229'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 AH1229'
 AH1229'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NONE WERE SET.
 AH1229'
 AH1229'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 AH1229'
 AH1229'STATION WAS NOT OCCUPIED AT THIS TIME.
 AH1229
 AH1229                          STATION RECOVERY (1997)
 AH1229
 AH1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1229'23.8 KM (14.80 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY
 AH1229'361 FROM THE POST OFFICE IN PORT ARANSAS, 31.5 M (103.3 FT) SOUTHEAST
 AH1229'OF THE HIGHWAY CENTERLINE, 21.1 M (69.2 FT) SOUTHWEST OF THE CENTER OF
 AH1229'BEACH ACCESS ROAD 3, 6.9 M (22.6 FT) SOUTHEAST OF AN UNDERGROUND CABLE
 AH1229'JUNCTION BOX, 6.3 M (20.7 FT) SOUTHWEST OF AN UNDERGROUND CABLE
 AH1229'WARNING SIGN, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, 0.3 M (1.0
 AH1229'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M
 AH1229'(0.7 FT) ABOVE THE GROUND SURFACE.
 AH1229
 AH1229                          STATION RECOVERY (2005)
 AH1229
 AH1229'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AH1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8082 ***********************************************************************
 AC8082  DESIGNATION -  CRANE RM 1
 AC8082  PID         -  AC8082
 AC8082  STATE/COUNTY-  TX/NUECES
 AC8082  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8082
 AC8082                         *CURRENT SURVEY CONTROL
 AC8082  ___________________________________________________________________
 AC8082* NAD 83(1986)-  27 39 16.     (N)    097 10 58.     (W)     SCALED    
 AC8082* NAVD 88     -         4.080  (meters)      13.39   (feet)  ADJUSTED  
 AC8082  ___________________________________________________________________
 AC8082  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AC8082  DYNAMIC HT  -           4.074 (meters)      13.37  (feet)  COMP
 AC8082  MODELED GRAV-     979,130.5   (mgal)                       NAVD 88
 AC8082
 AC8082  VERT ORDER  -  FIRST     CLASS II
 AC8082
 AC8082.The horizontal coordinates were scaled from a topographic map and have
 AC8082.an estimated accuracy of +/- 6 seconds.
 AC8082
 AC8082.The orthometric height was determined by differential leveling
 AC8082.and adjusted by the National Geodetic Survey in December 1997..
 AC8082
 AC8082.The geoid height was determined by GEOID03.
 AC8082
 AC8082.The dynamic height is computed by dividing the NAVD 88
 AC8082.geopotential number by the normal gravity value computed on the
 AC8082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8082.degrees latitude (g = 980.6199 gals.).
 AC8082
 AC8082.The modeled gravity was interpolated from observed gravity values.
 AC8082
 AC8082;                    North         East    Units  Estimated Accuracy
 AC8082;SPC TX S     - 5,220,910.      429,970.      MT  (+/- 180 meters Scaled)
 AC8082
 AC8082                          SUPERSEDED SURVEY CONTROL
 AC8082
 AC8082.No superseded survey control is available for this station.
 AC8082
 AC8082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR792602(NAD 83)
 AC8082_MARKER: DR = REFERENCE MARK DISK
 AC8082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8082_STAMPING: CRANE NO 1 1933
 AC8082_MARK LOGO: CGS   
 AC8082_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8082+STABILITY: SURFACE MOTION
 AC8082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8082+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8082
 AC8082  HISTORY     - Date     Condition        Report By
 AC8082  HISTORY     - 1933     MONUMENTED       CGS
 AC8082  HISTORY     - 19970205 GOOD             NGS
 AC8082
 AC8082                          STATION DESCRIPTION
 AC8082
 AC8082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8082'20.3 KM (12.60 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY
 AC8082'361 FROM THE POST OFFICE IN PORT ARANSAS, THENCE 0.5 KM (0.30 MI)
 AC8082'EASTERLY ALONG THE MUSTANG ISLAND STATE PARK ENTRANCE ROAD, THENCE 2.3
 AC8082'KM (1.40 MI) SOUTHERLY ALONG A PAVED ROAD AND THE BEACH, THENCE 0.1 KM
 AC8082'(0.05 MI) WESTERLY ACROSS COUNTRY, 45.1 M (148.0 FT) SOUTH OF THE
 AC8082'STATION, 37.9 M (124.3 FT) EAST OF REFERENCE MARK 2, 0.5 M (1.6 FT)
 AC8082'NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 AC8082'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8083 ***********************************************************************
 AC8083  DESIGNATION -  CRANE RM 2
 AC8083  PID         -  AC8083
 AC8083  STATE/COUNTY-  TX/NUECES
 AC8083  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8083
 AC8083                         *CURRENT SURVEY CONTROL
 AC8083  ___________________________________________________________________
 AC8083* NAD 83(1986)-  27 39 16.     (N)    097 10 59.     (W)     SCALED    
 AC8083* NAVD 88     -         3.478  (meters)      11.41   (feet)  ADJUSTED  
 AC8083  ___________________________________________________________________
 AC8083  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AC8083  DYNAMIC HT  -           3.472 (meters)      11.39  (feet)  COMP
 AC8083  MODELED GRAV-     979,130.4   (mgal)                       NAVD 88
 AC8083
 AC8083  VERT ORDER  -  FIRST     CLASS II
 AC8083
 AC8083.The horizontal coordinates were scaled from a topographic map and have
 AC8083.an estimated accuracy of +/- 6 seconds.
 AC8083
 AC8083.The orthometric height was determined by differential leveling
 AC8083.and adjusted by the National Geodetic Survey in December 1997..
 AC8083
 AC8083.The geoid height was determined by GEOID03.
 AC8083
 AC8083.The dynamic height is computed by dividing the NAVD 88
 AC8083.geopotential number by the normal gravity value computed on the
 AC8083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8083.degrees latitude (g = 980.6199 gals.).
 AC8083
 AC8083.The modeled gravity was interpolated from observed gravity values.
 AC8083
 AC8083;                    North         East    Units  Estimated Accuracy
 AC8083;SPC TX S     - 5,220,910.      429,940.      MT  (+/- 180 meters Scaled)
 AC8083
 AC8083                          SUPERSEDED SURVEY CONTROL
 AC8083
 AC8083.No superseded survey control is available for this station.
 AC8083
 AC8083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR792602(NAD 83)
 AC8083_MARKER: DR = REFERENCE MARK DISK
 AC8083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8083_STAMPING: CRANE NO 2 1933
 AC8083_MARK LOGO: CGS   
 AC8083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8083+STABILITY: SURFACE MOTION
 AC8083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8083+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8083
 AC8083  HISTORY     - Date     Condition        Report By
 AC8083  HISTORY     - 1933     MONUMENTED       CGS
 AC8083  HISTORY     - 19970205 GOOD             NGS
 AC8083
 AC8083                          STATION DESCRIPTION
 AC8083
 AC8083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8083'20.3 KM (12.60 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY
 AC8083'361 FROM THE POST OFFICE IN PORT ARANSAS, THENCE 0.5 KM (0.30 MI)
 AC8083'EASTERLY ALONG THE MUSTANG ISLAND STATE PARK ENTRANCE ROAD, THENCE 2.3
 AC8083'KM (1.40 MI) SOUTHERLY ALONG A PAVED ROAD AND THE BEACH, THENCE 0.1 KM
 AC8083'(0.05 MI) WESTERLY ACROSS COUNTRY, 48.7 M (159.8 FT) SOUTHWEST OF
 AC8083'REFERENCE MARK 2, 37.9 M (124.3 FT) WEST OF REFERENCE MARK 1, 0.4 M
 AC8083'(1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AC8083'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2003 ***********************************************************************
 AY2003  DESIGNATION -  CRANE USGS BRASS BOLT 1924
 AY2003  PID         -  AY2003
 AY2003  STATE/COUNTY-  TX/UVALDE
 AY2003  USGS QUAD   -  FLATROCK CROSSING (1969)
 AY2003
 AY2003                         *CURRENT SURVEY CONTROL
 AY2003  ___________________________________________________________________
 AY2003* NAD 83(1993)-  29 32 30.58461(N)    099 28 18.93202(W)     ADJUSTED  
 AY2003* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 AY2003  ___________________________________________________________________
 AY2003  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AY2003  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AY2003
 AY2003  HORZ ORDER  -  SECOND
 AY2003
 AY2003.The horizontal coordinates were established by classical geodetic methods
 AY2003.and adjusted by the National Geodetic Survey in February 1996..
 AY2003
 AY2003.The orthometric height was scaled from a topographic map.
 AY2003
 AY2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2003
 AY2003.The geoid height was determined by GEOID03.
 AY2003
 AY2003;                    North         East     Units Scale Factor Converg.
 AY2003;SPC TXSC     - 4,189,439.042   554,264.031   MT  0.99986974   -0 13 52.3
 AY2003;SPC TXSC     -13,744,851.26  1,818,447.91   sFT  0.99986974   -0 13 52.3
 AY2003;UTM  14      - 3,268,110.910   454,275.978   MT  0.99962580   -0 13 57.7
 AY2003
 AY2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2003!SPC TXSC     -   0.99991002  x   0.99986974  =   0.99977977
 AY2003!UTM  14      -   0.99991002  x   0.99962580  =   0.99953586
 AY2003
 AY2003                          SUPERSEDED SURVEY CONTROL
 AY2003
 AY2003  NAD 83(1986)-  29 32 30.58538(N)    099 28 18.91624(W) AD(       ) 2
 AY2003  NAD 27      -  29 32 29.75800(N)    099 28 17.75200(W) AD(       ) 2
 AY2003
 AY2003.Superseded values are not recommended for survey control.
 AY2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2003.See file dsdata.txt to determine how the superseded data were derived.
 AY2003
 AY2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT5427668111(NAD 83)
 AY2003_MARKER: B = BOLT
 AY2003_SETTING: 0 = UNSPECIFIED SETTING
 AY2003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY2003
 AY2003  HISTORY     - Date     Condition        Report By
 AY2003  HISTORY     - 1924     MONUMENTED       USGS
 AY2003
 AY2003                          STATION DESCRIPTION
 AY2003
 AY2003'DESCRIBED BY US GEOLOGICAL SURVEY 1924 (HO)
 AY2003'COPPER BOLT LEADED INTO SOLID LIMESTONE ROCK ABOUT 10 INCHES
 AY2003'BELOW SURFACE OF GROUND, 4.247 METERS (13.93 FEET) S 83 DEG 34 MIN W.
 AY2003'FROM STATION CRANE.
 AY2003'
 AY2003'REFERENCE MARK CONSISTS OF AN ARROW CUT IN ROCK 15.69 FEET
 AY2003'SW OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2118 ***********************************************************************
 AN2118  DESIGNATION -  CRANELL
 AN2118  PID         -  AN2118
 AN2118  STATE/COUNTY-  TX/REFUGIO
 AN2118  USGS QUAD   -  CRANELL (1978)
 AN2118
 AN2118                         *CURRENT SURVEY CONTROL
 AN2118  ___________________________________________________________________
 AN2118* NAD 83(1993)-  28 10 01.40369(N)    097 23 40.23852(W)     ADJUSTED  
 AN2118* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AN2118  ___________________________________________________________________
 AN2118  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AN2118  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN2118
 AN2118  HORZ ORDER  -  THIRD
 AN2118
 AN2118.The horizontal coordinates were established by classical geodetic methods
 AN2118.and adjusted by the National Geodetic Survey in February 1996..
 AN2118
 AN2118.The orthometric height was scaled from a topographic map.
 AN2118
 AN2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2118
 AN2118.The geoid height was determined by GEOID03.
 AN2118
 AN2118;                    North         East     Units Scale Factor Converg.
 AN2118;SPC TXSC     - 4,038,070.289   757,680.657   MT  1.00006910   +0 47 11.6
 AN2118;SPC TXSC     -13,248,235.61  2,485,823.96   sFT  1.00006910   +0 47 11.6
 AN2118;SPC TX S     - 5,277,517.573   408,579.468   MT  1.00010151   +0 30 06.8
 AN2118;SPC TX S     -17,314,655.57  1,340,481.14   sFT  1.00010151   +0 30 06.8
 AN2118;UTM  14      - 3,116,750.940   657,623.162   MT  0.99990665   +0 45 28.9
 AN2118
 AN2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2118!SPC TXSC     -   1.00000209  x   1.00006910  =   1.00007119
 AN2118!SPC TX S     -   1.00000209  x   1.00010151  =   1.00010360
 AN2118!UTM  14      -   1.00000209  x   0.99990665  =   0.99990874
 AN2118
 AN2118:                Primary Azimuth Mark                     Grid Az
 AN2118:SPC TXSC     -  CRANELL AZ MK                            029 13 56.0
 AN2118:SPC TX S     -  CRANELL AZ MK                            029 31 00.8
 AN2118:UTM  14      -  CRANELL AZ MK                            029 15 38.7
 AN2118
 AN2118|---------------------------------------------------------------------|
 AN2118| PID    Reference Object                     Distance      Geod. Az  |
 AN2118|                                                           dddmmss.s |
 AN2118| CV4644 CRANELL AZ MK                                      0300107.6 |
 AN2118| CV4645 CRANELL RM 1                         35.485 METERS 04958     |
 AN2118| AN1214 U 39                                 37.712 METERS 33903     |
 AN2118|---------------------------------------------------------------------|
 AN2118
 AN2118                          SUPERSEDED SURVEY CONTROL
 AN2118
 AN2118  NAD 83(1986)-  28 10 01.41094(N)    097 23 40.21957(W) AD(       ) 3
 AN2118  NAD 27      -  28 10 00.37200(N)    097 23 39.24900(W) AD(       ) 3
 AN2118
 AN2118.Superseded values are not recommended for survey control.
 AN2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2118.See file dsdata.txt to determine how the superseded data were derived.
 AN2118
 AN2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS5762316751(NAD 83)
 AN2118_MARKER: DS = TRIANGULATION STATION DISK
 AN2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2118
 AN2118  HISTORY     - Date     Condition        Report By
 AN2118  HISTORY     - 1952     MONUMENTED       CGS
 AN2118  HISTORY     - 1967     GOOD             HUMBLE
 AN2118  HISTORY     - 1973     SEE DESCRIPTION  USGS
 AN2118  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2118
 AN2118                          STATION DESCRIPTION
 AN2118
 AN2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2118'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF
 AN2118'SINTON AND ABOUT 6 MILES SOUTHWEST OF WOODSBORO BETWEEN
 AN2118'U.S. HIGHWAY 77 AND THE RAILROAD TRACKS ON THE PROPERTY
 AN2118'OF THE RAILROAD.
 AN2118'
 AN2118'TO REACH THE STATION FROM THE RAILROAD STATION IN WOODSBORO,
 AN2118'GO SOUTHWEST ON U.S. HIGHWAY 77, FOR 5.75 MILES TO THE AZIMUTH
 AN2118'MARK ON THE RIGHT AS DESCRIBED BELOW.  CONTINUE SOUTHWEST
 AN2118'ON THE HIGHWAY 0.35 MILE TO AN OILED ROAD AND THE STATION
 AN2118'ON THE LEFT.
 AN2118'
 AN2118'THE STATION MARK IS STAMPED CRANELL 1952.  IT IS A STANDARD
 AN2118'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 AN2118'IS 165 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 AN2118'77, 130 FEET SOUTHWEST OF THE CENTER LINE OF AN OILED ROAD,
 AN2118'84 FEET NORTHWEST OF THE WESTERN RAIL OF THE RAILROAD TRACKS
 AN2118'AND 6 FEET NORTHWEST OF A WHITE WITNESS POST.
 AN2118'
 AN2118'REFERENCE MARK 1 IS STAMPED CRANELL NO 1 1952.  IT IS A STANDARD
 AN2118'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 AN2118'IS 15 FEET SOUTHWEST OF THE CENTER LINE OF AN OILED ROAD
 AN2118'AND 54 FEET NORTHWEST OF THE WESTERN RAIL OF THE RAILROAD
 AN2118'TRACKS.
 AN2118'
 AN2118'REFERENCE MARK 2 IS STAMPED U 39 1918 ELEV. 46.375 FT..  IT
 AN2118'IS A STANDARD BENCH MARK DISK SET IN A CONCRETE MONUMENT
 AN2118'THAT PROJECTS 8 INCHES.  IT IS 50 FEET SOUTHEAST OF THE
 AN2118'CENTER LINE OF U.S. HIGHWAY 77 AND 2 FEET NORTHWEST OF A
 AN2118'WHITE WITNESS POST.
 AN2118'
 AN2118'THE AZIMUTH MARK IS STAMPED CRANELL 1952.  IT IS A STANDARD
 AN2118'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 AN2118'IS 65 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 77,
 AN2118'3 FEET SOUTHWEST OF A WHITE WITNESS POST AND 2 FEET SOUTHEAST
 AN2118'OF A WIRE FENCE.
 AN2118'
 AN2118'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2118
 AN2118                          STATION RECOVERY (1967)
 AN2118
 AN2118'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1967 (ELC)
 AN2118'STATION MARK WAS RECOVERED IN GOOD CONDITION.  CRANELL NO.
 AN2118'1 1952 HAS BEEN STRUCK BY EQUIPMENT.  REFERENCE MARK 2 (U
 AN2118'39 1918) IS LOOSE IN DRY GROUND.
 AN2118
 AN2118                          STATION RECOVERY (1973)
 AN2118
 AN2118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JHM)
 AN2118'STATION CONCRETE POST AND CAP POST WERE FOUND BUT CAP HAS
 AN2118'BEEN SHEARED OFF.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND.
 AN2118'ENTIRE AREA IS NOW BEING USED FOR STORAGE AREA FOR
 AN2118'UNDER-CONSTRUCTION STEEL-TOWER POWER LINE.
 AN2118
 AN2118                          STATION RECOVERY (1999)
 AN2118
 AN2118'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0624 ***********************************************************************
 AH0624  DESIGNATION -  CRAWFORD 2
 AH0624  PID         -  AH0624
 AH0624  STATE/COUNTY-  TX/KENEDY
 AH0624  USGS QUAD   -  LA PARRA RANCH NE (1975)
 AH0624
 AH0624                         *CURRENT SURVEY CONTROL
 AH0624  ___________________________________________________________________
 AH0624* NAD 83(1993)-  27 14 29.83407(N)    097 35 30.49666(W)     ADJUSTED  
 AH0624* NAVD 88     -         3.856  (meters)      12.65   (feet)  ADJUSTED  
 AH0624  ___________________________________________________________________
 AH0624  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 AH0624  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AH0624  DYNAMIC HT  -           3.850 (meters)      12.63  (feet)  COMP
 AH0624  MODELED GRAV-     979,104.7   (mgal)                       NAVD 88
 AH0624
 AH0624  HORZ ORDER  -  FIRST
 AH0624  VERT ORDER  -  SECOND    CLASS 0
 AH0624
 AH0624.The horizontal coordinates were established by classical geodetic methods
 AH0624.and adjusted by the National Geodetic Survey in February 1996..
 AH0624
 AH0624.The orthometric height was determined by differential leveling
 AH0624.and adjusted by the National Geodetic Survey in June 1991..
 AH0624
 AH0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0624
 AH0624.The geoid height was determined by GEOID03.
 AH0624
 AH0624.The dynamic height is computed by dividing the NAVD 88
 AH0624.geopotential number by the normal gravity value computed on the
 AH0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0624.degrees latitude (g = 980.6199 gals.).
 AH0624
 AH0624.The modeled gravity was interpolated from observed gravity values.
 AH0624
 AH0624;                    North         East     Units Scale Factor Converg.
 AH0624;SPC TX S     - 5,174,815.674   389,939.922   MT  0.99990357   +0 24 44.4
 AH0624;SPC TX S     -16,977,707.76  1,279,327.89   sFT  0.99990357   +0 24 44.4
 AH0624;UTM  14      - 3,013,981.778   639,422.735   MT  0.99983996   +0 38 40.9
 AH0624
 AH0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0624!SPC TX S     -   1.00000333  x   0.99990357  =   0.99990690
 AH0624!UTM  14      -   1.00000333  x   0.99983996  =   0.99984329
 AH0624
 AH0624:                Primary Azimuth Mark                     Grid Az
 AH0624:SPC TX S     -  CRAWFORD 2 AZ MK                         102 01 35.8
 AH0624:UTM  14      -  CRAWFORD 2 AZ MK                         101 47 39.3
 AH0624
 AH0624|---------------------------------------------------------------------|
 AH0624| PID    Reference Object                     Distance      Geod. Az  |
 AH0624|                                                           dddmmss.s |
 AH0624| CV3092 CRAWFORD 2 AZ MK                                   1022620.2 |
 AH0624| CV3093 CRAWFORD 2 RM                                      16303     |
 AH0624| CV3094 CRAWFORD 2 RM 1                      12.728 METERS 16727     |
 AH0624| AH1525 KENEDY RANCH WATER TANK             APPROX.10.6 KM 2551248.4 |
 AH0624| CV3095 CRAWFORD 2 RM 2                      11.240 METERS 27613     |
 AH0624| AH1501 OUR LADY OF CONSOL CATH CH          APPROX.18.7 KM 3031708.8 |
 AH0624| AH1502 BUENA VISTA HOTEL WATER TANK        APPROX. 9.2 KM 3055954.1 |
 AH0624|---------------------------------------------------------------------|
 AH0624
 AH0624                          SUPERSEDED SURVEY CONTROL
 AH0624
 AH0624  NAD 83(1986)-  27 14 29.85553(N)    097 35 30.46942(W) AD(       ) 1
 AH0624  NAD 27      -  27 14 28.69700(N)    097 35 29.50000(W) AD(       ) 1
 AH0624  NGVD 29 (??/??/92)    3.944  (m)           12.94   (f) ADJ UNCH    2 0
 AH0624
 AH0624.Superseded values are not recommended for survey control.
 AH0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0624.See file dsdata.txt to determine how the superseded data were derived.
 AH0624
 AH0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3942313982(NAD 83)
 AH0624_MARKER: DS = TRIANGULATION STATION DISK
 AH0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0624_STAMPING: CRAWFORD 2 1912
 AH0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0624+STABILITY: SURFACE MOTION
 AH0624
 AH0624  HISTORY     - Date     Condition        Report By
 AH0624  HISTORY     - 1912     MONUMENTED       CGS
 AH0624  HISTORY     - 1939     GOOD             CGS
 AH0624  HISTORY     - 1942     GOOD             CGS
 AH0624  HISTORY     - 1949     GOOD             CGS
 AH0624  HISTORY     - 1949     SEE DESCRIPTION  CGS
 AH0624  HISTORY     - 1949     GOOD             NGS
 AH0624  HISTORY     - 1967     GOOD             CGS
 AH0624  HISTORY     - 1968     GOOD             CGS
 AH0624  HISTORY     - 1985     GOOD             AEROS
 AH0624
 AH0624                          STATION DESCRIPTION
 AH0624
 AH0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH0624'STATION IS ABOUT 12 MILES NE OF SARITA, AND 6 MILES ENE
 AH0624'OF KENEDYS RANCH HOUSE, ON KENEDYS RANCH, ON S SHORE OF
 AH0624'BAFFINS BAY, ON POINT THAT PROJECTS INTO BAY, ON BRUSH COVERED
 AH0624'HILL ABOUT 20 METERS (66 FEET) FROM SHORE AND 15 FEET HIGH.
 AH0624'STATION IS ABOUT 200 METERS (656 FEET) NW OF POND, DRY EXCEPT
 AH0624'IN WET WEATHER.
 AH0624'
 AH0624'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AH0624'IN CONCRETE.
 AH0624'
 AH0624'UNDERGROUND MARK IS PIECE OF BRASS (INSTEAD OF NAIL) IN CONCRETE.
 AH0624'
 AH0624'REFERENCE MARK IS 50.42 METERS (165.42 FEET) FROM STATION
 AH0624'OTHER BEARINGS FROM STATION ARE
 AH0624'AS FOLLOWS--TANGENT TO RABBIT POINT, N 36 DEG 46 MIN E. LONE
 AH0624'PITA ON BEACH, N 47 DEG 34 MIN E.  N GABLE OF PASADISO FREIGHT
 AH0624'HOUSE, N 72 DEG 00 MIN W.  N GABLE PASADISO BOATHOUSE,
 AH0624'N 70 DEG 56 MIN W.
 AH0624'
 AH0624'REACHED FROM SARITA BY WAY OF KENEDY RANCH TO VACANT HOUSE
 AH0624'AT OLD PASADISO LANDING, THENCE SE ALONG SHORE 1.2 MILES
 AH0624'TO BOARD GATE (LOCKED), AND FROM GATE ALONG ROAD TO SE 2.3
 AH0624'MILES TO SMALL TRIANGULAR MOUND OF SAND ON LEFT SIDE OF ROAD.
 AH0624'A LARGE MOTTE OF BUSHES IS 100 YARDS TO RIGHT, AND SOME
 AH0624'PRICKLY PEAR 6 FEET ALSO TO RIGHT.  STATION IS ON SMALL
 AH0624'KNOLL COVERED WITH BUSHES AND BEARS 11 DEG MAGNETIC FROM
 AH0624'THIS POINT, DISTANT ABOUT 0.4 MILE.  A LAGOON IS VISIBLE
 AH0624'N 52 DEG E.  STATION IS IN SMALL MOTTE OF
 AH0624'BRUSH ABOUT 6 FEET HIGH AND ON SIDE FACING BEACH.
 AH0624
 AH0624                          STATION RECOVERY (1939)
 AH0624
 AH0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH0624'STATION RECOVERED IN GOOD CONDITION.  NO REFERENCE MARKS
 AH0624'WERE FOUND.
 AH0624'
 AH0624'STATION IS ABOUT 12 MILES NE OF SARITA AND ABOUT 6 MILES
 AH0624'ENE OF KENEDYS RANCH HOUSE ON A BRUSH COVERED KNOLL ON THE
 AH0624'S SHORE OF BAFFIN BAY ABOUT 15 FEET ABOVE AND 60 FEET S
 AH0624'OF SHORE LINE AND ABOUT 50 FEET NE OF A SMALL CORRAL.  IT
 AH0624'IS 3.5 MILES SE OF KENEDYS BOATHOUSE AND DOCK AT PASADISO
 AH0624'LANDING AND 5.7 MILES NW OF AN OIL COMPANY DOCK ON THE S
 AH0624'SHORE OF BAFFIN BAY.
 AH0624'
 AH0624'TWO NEW REFERENCE AND AZIMUTH MARKS WERE ESTABLISHED, THEY
 AH0624'ARE STANDARD BRONZE DISKS SET IN CONCRETE,
 AH0624'AND ARE STAMPED CRAWFORD 2 1939.
 AH0624'
 AH0624'AZIMUTH MARK, IS ON THE TOP OF A RIDGE PARALLELING BAFFIN
 AH0624'BAY, 25 FEET S OF A TRAIL ROAD AND ABOUT 250 FEET S OF SHORE
 AH0624'OF BAFFIN BAY.
 AH0624'
 AH0624'A TRUCK CAN BE DRIVEN TO STATION AND LOCAL INFORMATION WILL
 AH0624'HAVE TO BE SECURED, AND PERMISSION OBTAINED FOR REACHING
 AH0624'ONE OF THE TWO POINTS ON BAFFIN BAY MENTIONED ABOVE.  FROM
 AH0624'THERE THE STATION CAN BE REACHED BY FOLLOWING A TRAIL ROAD
 AH0624'FOLLOWING THE SHORE OF BAFFIN BAY.
 AH0624
 AH0624                          STATION RECOVERY (1942)
 AH0624
 AH0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AH0624'STATION WAS FOUND AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AH0624'
 AH0624'STATION IS LOCATED ABOUT 12.0 MILES NE OF SARITA,
 AH0624'6.0 MILES ENE OF THE KENEDYS RANCH, ON THE S SHORE OF BAFFINS
 AH0624'BAY, ON POINT THAT PROJECTS INTO THE BAY, ABOUT 100.0 FEET
 AH0624'S OF BAY SHORE, ABOUT 100.0 FEET N OF TRACK ROAD PARALLELING
 AH0624'THE BAY AND ON BRUSH-COVERED RIDGE ABOUT 8.0 FEET HIGH.
 AH0624'
 AH0624'REFERENCE MARK NO. 1 IS ON THE TOP OF SMALL
 AH0624'BRUSH-COVERED RIDGE PROJECTING INTO BAFFINS BAY, ABOUT 141.0
 AH0624'FEET S OF THE BAY SHORE, 59.0 FEET N OF THE CENTER LINE
 AH0624'OF TRACK ROAD AND 41.1 FEET SOUTHERLY FROM THE STATION.  REFERENCE
 AH0624'MARK NO. 1 IS STAMPED CRAWFORD NO. 1 1939.  THE MONUMENT
 AH0624'PROJECTS ABOUT 0.6 FOOT.
 AH0624'
 AH0624'REFERENCE MARK NO. 2  IS ON THE TOP OF SMALL
 AH0624'BRUSH-COVERED RIDGE, ABOUT 105.0 FEET S OF BAY SHORE, 95.0
 AH0624'FEET N OF THE CENTER LINE OF TRACK ROAD AND 37.0 FEET WESTERLY
 AH0624'FROM THE STATION.  REFERENCE MARK NO. 2 IS STAMPED CRAWFORD
 AH0624'NO. 2 1939.  THE MONUMENT PROJECTS ABOUT 0.6 FOOT.
 AH0624'
 AH0624'AZIMUTH MARK IS ON THE TOP OF A LOW RIDGE, ABOUT 0.4 MILE E
 AH0624'OF THE STATION, ABOUT 85.0 FEET S OF THE BAY SHORE, 33.0
 AH0624'FEET S OF THE CENTER LINE OF TRACK ROAD AND 3.0 FEET N OF A
 AH0624'4- BY 4-INCH WOODEN MARKER POST.  AZIMUTH MARK
 AH0624'IS STAMPED CRAWFORD 1939.  THE MONUMENT PROJECTS ABOUT 0.5
 AH0624'FOOT.
 AH0624'
 AH0624'NOTE--A 4- BY 4-INCH WOODEN MARKER POST WAS SET 3.0 FEET E OF
 AH0624'STATION CRAWFORD.
 AH0624
 AH0624                          STATION RECOVERY (1949)
 AH0624
 AH0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0624'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 AH0624'AND AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 AH0624'
 AH0624'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 AH0624'
 AH0624'THE STATION IS LOCATED ON THE KENEDY RANCH, ABOUT 12 MILES
 AH0624'NORTHEAST OF SARITA, 6 MILES EAST-NORTHEAST OF THE KENEDY RANCH
 AH0624'HOUSE, 3.5 MILES SOUTHEAST OF KENEDYS BOATHOUSE AND DOCK AT
 AH0624'PASADISO LANDING, 655 FEET NORTHWEST OF A POND, 142 FEET NORTH OF
 AH0624'THE CENTER OF A TRACK ROAD, 90 FEET SOUTH OF THE SHORE OF BAFFIN
 AH0624'BAY, AND 4 FEET WEST OF A WITNESS POST.  IT PROJECTS 3
 AH0624'INCHES AND IS STAMPED CRAWFORD 2 1912.
 AH0624'
 AH0624'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, IS
 AH0624'100 FEET NORTH OF THE CENTER OF A TRACK ROAD AND IS 1.0
 AH0624'FOOT BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 2
 AH0624'INCHES AND IS STAMPED CRAWFORD 2 NO 1 1939.
 AH0624'
 AH0624'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 90 FEET SOUTH
 AH0624'OF THE SHORE LINE OF BAFFIN BAY AND IS ABOUT 2.0 FEET ABOVE
 AH0624'THE ELEVATION OF THE STATION.  IT PROJECTS 5 INCHES AND IS
 AH0624'STAMPED CRAWFORD 2 NO 2 1939.
 AH0624'
 AH0624'AZIMUTH MARK IS EAST OF THE STATION, 120 FEET SOUTH OF THE
 AH0624'SHORE LINE OF BAFFIN BAY, 63 FEET SOUTH OF THE CENTER OF
 AH0624'A TRACK ROAD, AND 3.0 FEET NORTH OF A WITNESS POST.  IT
 AH0624'PROJECTS 2 INCHES AND IS STAMPED CRAWFORD 2 1939.
 AH0624'
 AH0624'BENCH MARK N 637 1942 IS EAST OF THE STATION, 100 FEET SOUTH
 AH0624'OF THE SHORE LINE OF BAFFIN BAY, 28 FEET SOUTH OF THE CENTER
 AH0624'OF A TRACK ROAD, AND 4 FEET NORTH OF A WITNESS POST.  IT IS
 AH0624'SET IN THE TOP OF A SIX INCH SQUARE CONCRETE POST THAT PROJECTS
 AH0624'6 INCHES AND IS STAMPED N 637 1942.
 AH0624'
 AH0624'TO REACH THE STATION FROM THE POST OFFICE IN SARITA, GO EAST
 AH0624'FOR 0.15 MILE, CROSS U.S. HIGHWAY NO. 77, AND CONTINUE EAST
 AH0624'ON RANCH ROAD FOR 2.45 MILES TO A GATE (THIS GATE IS LOCKED
 AH0624'PART OF THE TIME), CONTINUE EAST FOR 3.2 MILES TO A FORK, WEST
 AH0624'OF RANCH HOUSE, TAKE LEFT FORK AND GO 0.35 MILE TO A GATE,
 AH0624'PASS THROUGH GATE AND CONTINUE STRAIGHT AHEAD FOR 0.55 MILE
 AH0624'TO A GATE, PASS THROUGH GATE AND CONTINUE ON GRADED ROAD,
 AH0624'PASSING THROUGH TWO GATES, FOR 4.1 MILES TO AN OLD HOUSE
 AH0624'ON BAFFIN BAY, TURN RIGHT ON TRACK ROAD, ABOUT 50 YARDS
 AH0624'SOUTHWEST OF HOUSE, AND FOLLOW TRACK ROAD EASTERLY ALONG
 AH0624'BAY FOR 1.4 MILES TO A LOCKED GATE, PASS THROUGH GATE AND
 AH0624'CONTINUE 0.05 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW
 AH0624'TRACK ROAD ALONG SHORE FOR 2.35 MILES TO A MOTTE AND STATION
 AH0624'ON THE LEFT.
 AH0624'
 AH0624'NOTE--KEYS TO THE LOCKED GATES MENTIONED ABOVE, MAY BE OBTAINED
 AH0624'FROM KENEDY RANCH OFFICIALS IN SARITA.
 AH0624'
 AH0624'*REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE TOO
 AH0624'CLOSE TO THE STATION TO BE OBSERVED UPON, AS THEY WERE OBSTRUCTED
 AH0624'BY THE FLOOR BOARDS OF THE TOWER.
 AH0624'
 AH0624'A 100 FOOT SIGNAL AT DIABLO IS VISIBLE AT 64 FEET.
 AH0624'
 AH0624'A 4 FOOT SIGNAL AT SARITA 1913 IS VISIBLE AT 64 FEET.
 AH0624
 AH0624                          STATION RECOVERY (1949)
 AH0624
 AH0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH0624'A STANDARD REFERENCE MARK DISK STAMPED CRAWFORD 2 1912 WAS
 AH0624'FOUND LOOSE IN A MASS OF CONCRETE AND THE DISK WAS REMOVED
 AH0624'BY THIS PARTY.
 AH0624'
 AH0624'THE STATION AS DESCRIBED BY R.L.E. IN 1949 WAS RECOVERED
 AH0624'IN GOOD CONDITION AND THE 1949 DESCRIPTION IS ADEQUATE WITH
 AH0624'THE FOLLOWING OBSERVED DIRECTIONS TO THE REFERENCE MARKS--
 AH0624
 AH0624                          STATION RECOVERY (1949)
 AH0624
 AH0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0624'12 MI NE FROM SARITA.
 AH0624'LOCATED ON KENEDY RANCH 12 MILES NE OF SARITA.  TO REACH FROM POST
 AH0624'OFFICE IN SARITA, GO E ON DIRT ROAD FOR 5.8 MILES TO Y JUST W OF RANCH
 AH0624'HOUSE, THEN 0.8 MILE ALONG LEFT FORK TO Y, THEN TAKE RIGHT FORK AND
 AH0624'FOLLOW GRADED ROAD NE 4.1 MILES TO BAFFIN BAY, THEN SE ALONG BAY SHORE
 AH0624'TRAIL 3.8 MILES TO STATION SITE.  BENCH MARK IS IN A BRUSH MOTTE ON
 AH0624'HIGHEST KNOLL IN THE VICINITY, 95 FT. S OF MHWL, 100 FT. N OF THE
 AH0624'ROAD, AND 4 FT. W OF A WITNESS POST.  A STANDARD TRIANGULATION DISK
 AH0624'STAMPED CRAWFORD 2 1912 SET IN TOP OF A 20 INCH CIRCULAR CONCRETE
 AH0624'MONUMENT PROJECTING 0.4 FT.  NOTE-- KEYS FOR REACHING THE STATION MAY
 AH0624'BE OBTAINED AT SARITA.
 AH0624
 AH0624                          STATION RECOVERY (1967)
 AH0624
 AH0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH0624'STATION MARK AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 AH0624'
 AH0624'THE RECOVERY NOTES BY R.L.E. IN 1949 AND G.E.M. IN 1949, ARE
 AH0624'COMPLETE AND ADEQUATE.
 AH0624
 AH0624                          STATION RECOVERY (1968)
 AH0624
 AH0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH0624'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 AH0624'WERE RECOVERED IN GOOD CONDITION.  NO WITNESS POST EXISTS
 AH0624'AT THE STATION.  BENCH MARK N637 1942 IS APPARENTLY WEST
 AH0624'OF THE STATION INSTEAD OF EAST AS REPORTED IN THE 1949
 AH0624'DESCRIPTION.  STATION WAS VISITED BY BOAT.  BENCH MARK N637 1942
 AH0624'AND THE AZIMUTH MARK WERE NOT SEARCHED FOR.  THE STATION
 AH0624'IS NOT SAFELY ACCESSIBLE BY 4WD VEHICLE AT THIS TIME BECAUSE
 AH0624'OF WASH OUTS SOUTH OF LA PARRA LANDING.
 AH0624'
 AH0624'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 AH0624'EAST OF SARITA
 AH0624
 AH0624                          STATION RECOVERY (1985)
 AH0624
 AH0624'RECOVERY NOTE BY AERO SERVICE CORPORATION 1985 (JP)
 AH0624'CRAWFORD 2 1912 STATION MARK AND REFERENCE MARKS WERE FOUND AS
 AH0624'DESCRIBED AND IN GOOD CONDITION.
 AH0624'
 AH0624'CRAWFORD 2 NO 1 1939 IS LOCATED ON A BRUSHY KNOL APPRX. 30
 AH0624'FEET WEST OF BEACH AND 50 FEET EAST OF ROAD.
 AH0624'
 AH0624'CRAWFORD 2 NO 2 1939 IS SET IN THE CENTER OF A ROUND MASS OF
 AH0624'CONCRETE 2 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0627 ***********************************************************************
 AH0627  DESIGNATION -  CRAWFORD AZ
 AH0627  PID         -  AH0627
 AH0627  STATE/COUNTY-  TX/KENEDY
 AH0627  USGS QUAD   -  LA PARRA RANCH NE (1975)
 AH0627
 AH0627                         *CURRENT SURVEY CONTROL
 AH0627  ___________________________________________________________________
 AH0627* NAD 83(1986)-  27 14 24.     (N)    097 35 02.     (W)     SCALED    
 AH0627* NAVD 88     -         1.852  (meters)       6.08   (feet)  ADJUSTED  
 AH0627  ___________________________________________________________________
 AH0627  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AH0627  DYNAMIC HT  -           1.849 (meters)       6.07  (feet)  COMP
 AH0627  MODELED GRAV-     979,104.9   (mgal)                       NAVD 88
 AH0627
 AH0627  VERT ORDER  -  SECOND    CLASS 0
 AH0627
 AH0627.The horizontal coordinates were scaled from a topographic map and have
 AH0627.an estimated accuracy of +/- 6 seconds.
 AH0627
 AH0627.The orthometric height was determined by differential leveling
 AH0627.and adjusted by the National Geodetic Survey in June 1991..
 AH0627
 AH0627.The geoid height was determined by GEOID03.
 AH0627
 AH0627.The dynamic height is computed by dividing the NAVD 88
 AH0627.geopotential number by the normal gravity value computed on the
 AH0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0627.degrees latitude (g = 980.6199 gals.).
 AH0627
 AH0627.The modeled gravity was interpolated from observed gravity values.
 AH0627
 AH0627;                    North         East    Units  Estimated Accuracy
 AH0627;SPC TX S     - 5,174,640.      390,730.      MT  (+/- 180 meters Scaled)
 AH0627
 AH0627                          SUPERSEDED SURVEY CONTROL
 AH0627
 AH0627  NGVD 29 (??/??/92)    1.940  (m)            6.36   (f) ADJ UNCH    2 0
 AH0627
 AH0627.Superseded values are not recommended for survey control.
 AH0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0627.See file dsdata.txt to determine how the superseded data were derived.
 AH0627
 AH0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR402138(NAD 83)
 AH0627_MARKER: DZ = AZIMUTH MARK DISK
 AH0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0627_STAMPING: CRAWFORD 1939
 AH0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0627+STABILITY: SURFACE MOTION
 AH0627
 AH0627  HISTORY     - Date     Condition        Report By
 AH0627  HISTORY     - 1939     MONUMENTED       CGS
 AH0627  HISTORY     - 1949     GOOD             NGS
 AH0627
 AH0627                          STATION DESCRIPTION
 AH0627
 AH0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0627'12.5 MI NE FROM SARITA.
 AH0627'LOCATED ON THE KENEDY RANCH 12.5 MILES NE OF SARITA.  TO REACH FROM
 AH0627'THE POST OFFICE IN SARITA, GO E ON DIRT ROAD FOR 5.8 MILES TO Y JUST W
 AH0627'OF RANCH HOUSE, THEN 0.8 MILE ALONG LEFT FORK TO Y, THEN TAKE RIGHT
 AH0627'FORK AND FOLLOW GRADED ROAD NE 4.1 MILES TO BAFFIN BAY, THEN SE ALONG
 AH0627'BAY SHORE TRAIL 4.2 MILES TO STATION SITE.  BENCH MARK IS ON LOW RIDGE
 AH0627'ABOUT 0.4 MILE E OF CRAWFORD 2, 117 FT. S OF THE MHWL, 35 FT. S OF THE
 AH0627'ROAD, 45 FT. N OF N BANK OF AN INTERMITTENT POND AND 3 FT. N OF A
 AH0627'WITNESS POST.  A STANDARD AZIMUTH MARK DISK STAMPED CRAWFORD 1939 SET
 AH0627'IN TOP OF 1 FT. SQUARE CONCRETE MONUMENT PROJECTING 0.5 FT. NOTE--
 AH0627'KEYS FOR REACHING THIS STATION MAY BE OBTAINED AT SARITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0626 ***********************************************************************
 AH0626  DESIGNATION -  CRAWFORD RM 1
 AH0626  PID         -  AH0626
 AH0626  STATE/COUNTY-  TX/KENEDY
 AH0626  USGS QUAD   -  LA PARRA RANCH NE (1975)
 AH0626
 AH0626                         *CURRENT SURVEY CONTROL
 AH0626  ___________________________________________________________________
 AH0626* NAD 83(1986)-  27 14 29.     (N)    097 35 29.     (W)     SCALED    
 AH0626* NAVD 88     -         3.491  (meters)      11.45   (feet)  ADJUSTED  
 AH0626  ___________________________________________________________________
 AH0626  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AH0626  DYNAMIC HT  -           3.485 (meters)      11.43  (feet)  COMP
 AH0626  MODELED GRAV-     979,104.7   (mgal)                       NAVD 88
 AH0626
 AH0626  VERT ORDER  -  SECOND    CLASS 0
 AH0626
 AH0626.The horizontal coordinates were scaled from a topographic map and have
 AH0626.an estimated accuracy of +/- 6 seconds.
 AH0626
 AH0626.The orthometric height was determined by differential leveling
 AH0626.and adjusted by the National Geodetic Survey in June 1991..
 AH0626
 AH0626.The geoid height was determined by GEOID03.
 AH0626
 AH0626.The dynamic height is computed by dividing the NAVD 88
 AH0626.geopotential number by the normal gravity value computed on the
 AH0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0626.degrees latitude (g = 980.6199 gals.).
 AH0626
 AH0626.The modeled gravity was interpolated from observed gravity values.
 AH0626
 AH0626;                    North         East    Units  Estimated Accuracy
 AH0626;SPC TX S     - 5,174,790.      389,980.      MT  (+/- 180 meters Scaled)
 AH0626
 AH0626                          SUPERSEDED SURVEY CONTROL
 AH0626
 AH0626  NGVD 29 (??/??/92)    3.578  (m)           11.74   (f) ADJ UNCH    2 0
 AH0626
 AH0626.Superseded values are not recommended for survey control.
 AH0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0626.See file dsdata.txt to determine how the superseded data were derived.
 AH0626
 AH0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR394139(NAD 83)
 AH0626_MARKER: DR = REFERENCE MARK DISK
 AH0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0626_STAMPING: CRAWFORD NO 1 1939
 AH0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0626+STABILITY: SURFACE MOTION
 AH0626
 AH0626  HISTORY     - Date     Condition        Report By
 AH0626  HISTORY     - 1939     MONUMENTED       CGS
 AH0626  HISTORY     - 1949     GOOD             NGS
 AH0626
 AH0626                          STATION DESCRIPTION
 AH0626
 AH0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0626'12 MI NE FROM SARITA.
 AH0626'LOCATED ON KENEDY RANCH, 12 MILES NE OF SARITA.  TO REACH FROM POST
 AH0626'OFFICE IN SARITA, GO E ON DIRT ROAD FOR 5.8 MILES TO Y JUST W OF RANCH
 AH0626'HOUSE, THEN 0.8 MILE ALONG LEFT FORK TO Y, THEN TAKE RIGHT FORK AND
 AH0626'FOLLOW GRADED ROAD NE 4.1 MILES TO BAFFIN BAY, THEN SE ALONG BAY SHORE
 AH0626'TRAIL 3.8 MILES TO STATION SITE.  REFERENCE MARK IS IN A BRUSH MOTTE
 AH0626'ON HIGHEST KNOLL IN THE VICINITY, 146 FT. S OF MHWL, 59 FT. N OF THE
 AH0626'ROAD, AND 41.7 FT. S OF TRIANGULATION STATION CRAWFORD 1 1912. A
 AH0626'STANDARD REFERENCE MARK DISK STAMPED CRAWFORD NO 1 1939 SET IN TOP OF
 AH0626'1 FT. SQUARE CONCRETE MONUMENT PROJECTING 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0625 ***********************************************************************
 AH0625  DESIGNATION -  CRAWFORD RM 2
 AH0625  PID         -  AH0625
 AH0625  STATE/COUNTY-  TX/KENEDY
 AH0625  USGS QUAD   -  LA PARRA RANCH NE (1975)
 AH0625
 AH0625                         *CURRENT SURVEY CONTROL
 AH0625  ___________________________________________________________________
 AH0625* NAD 83(1986)-  27 14 30.     (N)    097 35 30.     (W)     SCALED    
 AH0625* NAVD 88     -         4.419  (meters)      14.50   (feet)  ADJUSTED  
 AH0625  ___________________________________________________________________
 AH0625  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AH0625  DYNAMIC HT  -           4.412 (meters)      14.47  (feet)  COMP
 AH0625  MODELED GRAV-     979,104.7   (mgal)                       NAVD 88
 AH0625
 AH0625  VERT ORDER  -  SECOND    CLASS 0
 AH0625
 AH0625.The horizontal coordinates were scaled from a topographic map and have
 AH0625.an estimated accuracy of +/- 6 seconds.
 AH0625
 AH0625.The orthometric height was determined by differential leveling
 AH0625.and adjusted by the National Geodetic Survey in June 1991..
 AH0625
 AH0625.The geoid height was determined by GEOID03.
 AH0625
 AH0625.The dynamic height is computed by dividing the NAVD 88
 AH0625.geopotential number by the normal gravity value computed on the
 AH0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0625.degrees latitude (g = 980.6199 gals.).
 AH0625
 AH0625.The modeled gravity was interpolated from observed gravity values.
 AH0625
 AH0625;                    North         East    Units  Estimated Accuracy
 AH0625;SPC TX S     - 5,174,820.      389,950.      MT  (+/- 180 meters Scaled)
 AH0625
 AH0625                          SUPERSEDED SURVEY CONTROL
 AH0625
 AH0625  NGVD 29 (??/??/92)    4.507  (m)           14.79   (f) ADJ UNCH    2 0
 AH0625
 AH0625.Superseded values are not recommended for survey control.
 AH0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0625.See file dsdata.txt to determine how the superseded data were derived.
 AH0625
 AH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR394139(NAD 83)
 AH0625_MARKER: DR = REFERENCE MARK DISK
 AH0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0625_STAMPING: CRAWFORD NO 2 1939
 AH0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0625+STABILITY: SURFACE MOTION
 AH0625
 AH0625  HISTORY     - Date     Condition        Report By
 AH0625  HISTORY     - 1939     MONUMENTED       CGS
 AH0625  HISTORY     - 1949     GOOD             NGS
 AH0625
 AH0625                          STATION DESCRIPTION
 AH0625
 AH0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0625'12 MI NE FROM SARITA.
 AH0625'LOCATED ON KENEDY RANCH, 12 MILES NE OF SARITA.  TO REACH FROM POST
 AH0625'OFFICE IN SARITA, GO E ON DIRT ROAD FOR 5.8 MILES TO Y JUST W OF RANCH
 AH0625'HOUSE, THEN 0.8 MILE ALONG LEFT FORK TO Y, THEN TAKE RIGHT FORK AND
 AH0625'FOLLOW GRADED ROAD NE 4.1 MILES TO BAFFIN BAY, THEN SE ALONG BAY SHORE
 AH0625'TRAIL 3.8 MILES TO STATION SITE.  REFERENCE MARK IS IN BRUSH MOTTE, ON
 AH0625'HIGHEST KNOLL IN THE VICINITY, 105 FT. S OF MHWL, 95 FT. N OF THE ROAD
 AH0625'AND 36.8 FT. WEST OF TRIANGULATION STATION CRAWFORD 2 1912. A STANDARD
 AH0625'REFERENCE MARK DISK STAMPED CRAWFORD NO 2 1939 SET IN TOP OF A 1 FT.
 AH0625'SQUARE CONCRETE MONUMENT PROJECTING 0.6 FT.      .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1648 ***********************************************************************
 FL1648  DESIGNATION -  CREACY
 FL1648  PID         -  FL1648
 FL1648  STATE/COUNTY-  TX/HUTCHINSON
 FL1648  USGS QUAD   -  PHILLIPS (1978)
 FL1648
 FL1648                         *CURRENT SURVEY CONTROL
 FL1648  ___________________________________________________________________
 FL1648* NAD 83(1993)-  35 43 03.26652(N)    101 15 14.34152(W)     ADJUSTED  
 FL1648* NAVD 88     -       931.     (meters)    3054.     (feet)  SCALED    
 FL1648  ___________________________________________________________________
 FL1648  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FL1648  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FL1648
 FL1648  HORZ ORDER  -  THIRD
 FL1648
 FL1648.The horizontal coordinates were established by classical geodetic methods
 FL1648.and adjusted by the National Geodetic Survey in February 1996..
 FL1648
 FL1648.The orthometric height was scaled from a topographic map.
 FL1648
 FL1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1648
 FL1648.The geoid height was determined by GEOID03.
 FL1648
 FL1648;                    North         East     Units Scale Factor Converg.
 FL1648;SPC TX N     - 1,190,571.040   222,258.849   MT  0.99992451   +0 08 33.3
 FL1648;SPC TX N     - 3,906,065.15    729,194.24   sFT  0.99992451   +0 08 33.3
 FL1648;UTM  14      - 3,954,965.939   296,115.056   MT  1.00011227   -1 18 58.7
 FL1648
 FL1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1648!SPC TX N     -   0.99985806  x   0.99992451  =   0.99978258
 FL1648!UTM  14      -   0.99985806  x   1.00011227  =   0.99997032
 FL1648
 FL1648:                Primary Azimuth Mark                     Grid Az
 FL1648:SPC TX N     -  S BOCK                                   041 19 53.7
 FL1648:UTM  14      -  S BOCK                                   042 47 25.7
 FL1648
 FL1648|---------------------------------------------------------------------|
 FL1648| PID    Reference Object                     Distance      Geod. Az  |
 FL1648|                                                           dddmmss.s |
 FL1648| FL1643 S BOCK                              APPROX. 1.3 KM 0412827.0 |
 FL1648|---------------------------------------------------------------------|
 FL1648
 FL1648                          SUPERSEDED SURVEY CONTROL
 FL1648
 FL1648  NAD 83(1993)-  35 43 03.26739(N)    101 15 14.33999(W) AD(       ) 3
 FL1648  NAD 83(1986)-  35 43 03.27369(N)    101 15 14.33056(W) AD(       ) 3
 FL1648  NAD 27      -  35 43 03.12285(N)    101 15 12.75484(W) AD(       ) 3
 FL1648
 FL1648.Superseded values are not recommended for survey control.
 FL1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1648.See file dsdata.txt to determine how the superseded data were derived.
 FL1648
 FL1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9611554966(NAD 83)
 FL1648_MARKER: DD = SURVEY DISK
 FL1648_SETTING: 0 = UNSPECIFIED SETTING
 FL1648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1648
 FL1648  HISTORY     - Date     Condition        Report By
 FL1648  HISTORY     - 1952     MONUMENTED       USGS
 FL1648
 FL1648                          STATION DESCRIPTION
 FL1648
 FL1648'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1648'TO REACH FROM BORGER POST OFFICE, GO S. 2 BLOCKS TO THIRD STREET AND
 FL1648'STATE HIGHWAY 152.  TURN LEFT E., GO 5.9 MI. TO FARM RD. 280.  TURN
 FL1648'LEFT, N., GO 5.8 MI. TO RD. ON RIGHT.  TURN RIGHT E., GO 0.5 MI. TO
 FL1648'JUNCTION OF RD. N., RD. E., AND RD. NE., THROUGH CATTLE GUARD.  GO
 FL1648'THROUGH CATTLE GUARD, CONTINUE 0.5 MI. TO DIM TRAIL ON LEFT.  STATION
 FL1648'IS ABOUT 80 FT. N. OF RD.
 FL1648'
 FL1648'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED
 FL1648'---CREACY 1952---.
 FL1648'
 FL1648'REFERENCE MARK NO.1 - 1 IN. IRON PIPE DRIVEN IN GROUND 134.00 FT. FROM
 FL1648'STATION, S 54 DEG 13 MIN 05 SEC W.
 FL1648'
 FL1648'REFERENCE MARK NO.2 - 3/4 IN. IRON PIPE DRIVEN IN GROUND 73.00 FT.
 FL1648'FROM STATION, N 39 DEG 35 MIN 33 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1157 ***********************************************************************
 CA1157  DESIGNATION -  CREEK
 CA1157  PID         -  CA1157
 CA1157  STATE/COUNTY-  TX/COLEMAN
 CA1157  USGS QUAD   -  VALERA (1967)
 CA1157
 CA1157                         *CURRENT SURVEY CONTROL
 CA1157  ___________________________________________________________________
 CA1157* NAD 83(1993)-  31 49 42.21149(N)    099 32 52.02687(W)     ADJUSTED  
 CA1157* NAVD 88     -       590.     (meters)    1936.     (feet)  SCALED    
 CA1157  ___________________________________________________________________
 CA1157  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CA1157  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CA1157
 CA1157  HORZ ORDER  -  SECOND
 CA1157
 CA1157.The horizontal coordinates were established by classical geodetic methods
 CA1157.and adjusted by the National Geodetic Survey in February 1996..
 CA1157
 CA1157.The orthometric height was scaled from a topographic map.
 CA1157
 CA1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1157
 CA1157.The geoid height was determined by GEOID03.
 CA1157
 CA1157;                    North         East     Units Scale Factor Converg.
 CA1157;SPC TX C     - 3,239,910.794   774,365.146   MT  0.99998570   +0 24 16.6
 CA1157;SPC TX C     -10,629,607.33  2,540,562.98   sFT  0.99998570   +0 24 16.6
 CA1157;UTM  14      - 3,521,545.195   448,162.266   MT  0.99963314   -0 17 20.0
 CA1157
 CA1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1157!SPC TX C     -   0.99991138  x   0.99998570  =   0.99989708
 CA1157!UTM  14      -   0.99991138  x   0.99963314  =   0.99954455
 CA1157
 CA1157|---------------------------------------------------------------------|
 CA1157| PID    Reference Object                     Distance      Geod. Az  |
 CA1157|                                                           dddmmss.s |
 CA1157| CV4646 CREEK RM 1                           31.052 METERS 06819     |
 CA1157| CA1072 COLEMAN                             APPROX.10.5 KM 0885508.8 |
 CA1157| CA1159 WEST 1 OIL DERRICK                  APPROX. 0.9 KM 2744514.2 |
 CA1157| CV4647 CREEK RM 2                           27.913 METERS 33849     |
 CA1157|---------------------------------------------------------------------|
 CA1157
 CA1157                          SUPERSEDED SURVEY CONTROL
 CA1157
 CA1157  NAD 83(1986)-  31 49 42.21919(N)    099 32 52.01301(W) AD(       ) 2
 CA1157  NAD 27      -  31 49 41.70000(N)    099 32 50.76300(W) AD(       ) 2
 CA1157
 CA1157.Superseded values are not recommended for survey control.
 CA1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1157.See file dsdata.txt to determine how the superseded data were derived.
 CA1157
 CA1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA4816221545(NAD 83)
 CA1157_MARKER: DS = TRIANGULATION STATION DISK
 CA1157_SETTING: 0 = UNSPECIFIED SETTING
 CA1157
 CA1157  HISTORY     - Date     Condition        Report By
 CA1157  HISTORY     - 1943     MONUMENTED       CGS
 CA1157
 CA1157                          STATION DESCRIPTION
 CA1157
 CA1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA1157'STATION IS LOCATED ABOUT 7.5 MILES WSW OF COLEMAN, 0.4 MILE S
 CA1157'OF HORDS CREEK, ON THENE SLOPE OF A LOW RIDGE, AND ON LAND OWNED
 CA1157'BY LESTER WEST.  IT IS ABOUT 0.4 MILE E OF THE WEST NO 1 OIL
 CA1157'DERRICK OF THE NORTHERN ORDINANCE COMPANY OF TULSA, OKLAHOMA,
 CA1157'125 FEET ENE OF A SCRUB OAK THICKET, AND ABOUT 150 FEET SE OF A
 CA1157'SCRUB OAK THICKET IN OPEN PASTURE LAND.  THE DISK IS STAMPED
 CA1157'CREEK 1943 AND PROJECTS 4 INCHES.
 CA1157'
 CA1157'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 CA1157'IN CONCRETE.
 CA1157'
 CA1157'REFERENCE MARK 1 IS E OF THE STATION SET IN THE OPEN PASTURE
 CA1157'LAND.  IT IS STAMPED CREEK NO 1 1943 AND PROJECTS 6 INCHES.
 CA1157'
 CA1157'REFERENCE MARK 2 IS N OF THE STATION SET IN THE OPEN PASTURE LAND
 CA1157'ABOUT 140 FEET S OF A LARGE OAK TREE.  IT IS STAMPED CREEK NO
 CA1157'2 1943 AND PROJECTS 4 INCHES.
 CA1157'
 CA1157'TO REACH THE STATION FROM THE COURTHOUSE IN COLEMAN, GO S ON
 CA1157'MAIN STREET TO WEST WALNUT STREET FOR 0.2 MILE, TURN RIGHT AND
 CA1157'GO W ON WEST WALNUT STREET FOR 3.3 MILES TO A SIDE ROAD LEFT,
 CA1157'TURN LEFT AND FOLLOW MAIN-TRAVELED ROAD FOR 1.8 MILES TO A
 CA1157'FORK, BEAR RIGHT AND GO 3.0 MILES TO A T-ROAD RIGHT, TURN RIGHT
 CA1157'AND GO N AND W FOR 1.6 MILES TO A Y, CONTINUE STRAIGHT AHEAD
 CA1157'INTO A LANE AND FOLLOW DIRT ROAD FOR 0.7 MILE TO A RED PAINTED
 CA1157'BOARD GATE, PASS THROUGH GATE AND CONTINUE ON MAIN-TRAVELED
 CA1157'ROAD FOR 0.2 MILE TO A FORK, BEAR RIGHT AND FOLLOW DIM ROAD FOR
 CA1157'0.4 MILE TO A FORK, BEAR LEFT AND GO 0.25 MILE, THEN TURN
 CA1157'RIGHT AND GO E ABOUT 200 YARDS TO THE TOP OF THE RIDGE AND
 CA1157'STATION.
 CA1157'
 CA1157'A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES, EXCEPT HORDS,
 CA1157'WHICH IS VISIBLE FROM THE GROUND.
 CA1157'
 CA1157'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2589 ***********************************************************************
 CS2589  DESIGNATION -  CREEKS
 CS2589  PID         -  CS2589
 CS2589  STATE/COUNTY-  TX/KAUFMAN
 CS2589  USGS QUAD   -  KAUFMAN (1963)
 CS2589
 CS2589                         *CURRENT SURVEY CONTROL
 CS2589  ___________________________________________________________________
 CS2589* NAD 83(1993)-  32 32 03.06591(N)    096 19 10.58087(W)     ADJUSTED  
 CS2589* NAVD 88     -       127.     (meters)     417.     (feet)  SCALED    
 CS2589  ___________________________________________________________________
 CS2589  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CS2589  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS2589
 CS2589  HORZ ORDER  -  SECOND
 CS2589
 CS2589.The horizontal coordinates were established by classical geodetic methods
 CS2589.and adjusted by the National Geodetic Survey in February 1996..
 CS2589
 CS2589.The orthometric height was scaled from a topographic map.
 CS2589
 CS2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2589
 CS2589.The geoid height was determined by GEOID03.
 CS2589
 CS2589;                    North         East     Units Scale Factor Converg.
 CS2589;SPC TXNC     - 2,098,325.021   804,796.334   MT  0.99991313   +1 11 21.0
 CS2589;SPC TXNC     - 6,884,254.67  2,640,402.64   sFT  0.99991313   +1 11 21.0
 CS2589;UTM  14      - 3,602,816.759   751,737.712   MT  1.00038152   +1 26 32.2
 CS2589
 CS2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2589!SPC TXNC     -   0.99998404  x   0.99991313  =   0.99989717
 CS2589!UTM  14      -   0.99998404  x   1.00038152  =   1.00036556
 CS2589
 CS2589|---------------------------------------------------------------------|
 CS2589| PID    Reference Object                     Distance      Geod. Az  |
 CS2589|                                                           dddmmss.s |
 CS2589| CS0096 M 152                                18.208 METERS 00219     |
 CS2589| CX9359 CREEKS AZ MK                                       0032352.3 |
 CS2589| CS0107 KAUFMAN                             APPROX. 4.6 KM 0121647.5 |
 CS2589| CX9360 CREEKS RM 1                          24.683 METERS 27311     |
 CS2589|---------------------------------------------------------------------|
 CS2589
 CS2589                          SUPERSEDED SURVEY CONTROL
 CS2589
 CS2589  NAD 83(1986)-  32 32 03.07339(N)    096 19 10.56480(W) AD(       ) 2
 CS2589  NAD 27      -  32 32 02.58000(N)    096 19 09.63600(W) AD(       ) 2
 CS2589
 CS2589.Superseded values are not recommended for survey control.
 CS2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2589.See file dsdata.txt to determine how the superseded data were derived.
 CS2589
 CS2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5173802817(NAD 83)
 CS2589_MARKER: DS = TRIANGULATION STATION DISK
 CS2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2589
 CS2589  HISTORY     - Date     Condition        Report By
 CS2589  HISTORY     - 1947     MONUMENTED       CGS
 CS2589  HISTORY     - 1961     GOOD             USGS
 CS2589  HISTORY     - 1962     GOOD             CGS
 CS2589
 CS2589                          STATION DESCRIPTION
 CS2589
 CS2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2589'THE STATION IS ON AN OLD RAILROAD RIGHT-OF-WAY, WHERE THE
 CS2589'RAILS AND TIES HAVE BEEN REMOVED, A TRACK ROAD IS NOW ALONG
 CS2589'THIS GRADE.  IT IS ABOUT 4 MILES SOUTH-SOUTHWEST OF KAUFMAN,
 CS2589'3.6 MILES EAST-NORTHEAST OF SCURRY, 84 FEET WEST OF THE CENTER
 CS2589'OF A GRAVELED ROAD, 76 FEET SOUTH OF THE CENTER OF A TRACK
 CS2589'ROAD.  58.8 FEET WEST OF A FENCE CORNER, AND 19.7 FEET NORTH
 CS2589'OF A FENCE LINE.  IT IS SET FLUSH WITH THE GROUND AND IS
 CS2589'STAMPED CREEKS 1947.
 CS2589'
 CS2589'REFERENCE MARK NO. 1 IS 72 FEET NORTH OF A FENCE LINE, 40
 CS2589'FEET EAST-NORTHEAST OF A TELEPHONE POLE, AND 23 FEET SOUTH
 CS2589'OF THE CENTER OF A TRACK ROAD.  IT IS SET FLUSH WITH THE
 CS2589'GROUND AND IS STAMPED CREEKS NO. 1 1947.
 CS2589'
 CS2589'USC AND GS BM M 152 1933 (REFERENCE MARK NO. 2) IS A STANDARD
 CS2589'USC AND GS BM DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 CS2589'POST THAT PROJECTS 10 INCHES.  IT IS 57 FEET WEST OF A FENCE
 CS2589'LINE, 31 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 5 FEET
 CS2589'WEST OF A TELEPHONE POLE, AND 2.2 FEET WEST OF A REFERENCE
 CS2589'POST.  THE DISK IS STAMPED M 152 1933.
 CS2589'
 CS2589'AZIMUTH MARK IS 53 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CS2589'OF A FARM HOUSE, 26.9 FEET EAST OF THE CENTER OF A GRAVELED
 CS2589'ROAD, 3 FEET NORTH OF A REFERENCE POST, AND 2.2 FEET SOUTH
 CS2589'OF A FENCE CORNER.  IT PROJECTS 6 INCHES AND IS STAMPED
 CS2589'CREEKS 1947.
 CS2589'
 CS2589'TO REACH THE STATION FROM THE COURTHOUSE IN KAUFMAN, GO
 CS2589'SOUTH ON U.S. HIGHWAY NO. 175 AND STATE HIGHWAY NO. 34 FOR
 CS2589'1.0 MILE TO A JUNCTION, KEEP RIGHT ON NO. 34 FOR 0.5 MILE
 CS2589'TO A CROSSROAD.  TURN LEFT ON GRAVELED ROAD AND GO 4 MILES
 CS2589'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON GRAVELED
 CS2589'ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS2589'
 CS2589'AN 87 FOOT SIGNAL AT KAUFMAN IS VISIBLE AT 15 FEET.
 CS2589'
 CS2589'A 74 FOOT SIGNAL AT SCURRY IS VISIBLE AT 15 FEET.
 CS2589'
 CS2589'A 74 FOOT SIGNAL AT JIBA IS VISIBLE AT 15 FEET.
 CS2589'
 CS2589'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2589
 CS2589                          STATION RECOVERY (1961)
 CS2589
 CS2589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS2589'STATION AND R.M. 2 HAVE BEEN RECOVERED AS DESCRIBED.  R.M.
 CS2589'1 WAS NOT VISITED.  AZIMUTH MARK HAS BEEN DESTROYED.
 CS2589
 CS2589                          STATION RECOVERY (1962)
 CS2589
 CS2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SAC)
 CS2589'STATION RECOVERED AS DESCRIBED IN 1947.
 CS2589'
 CS2589'BM M-152 FOUND IN GOOD CONDITION.
 CS2589'
 CS2589'REFERENCE MARK NO. 1 WAS NOT FOUND.
 CS2589'
 CS2589'AZIMUTH MARK FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0677 ***********************************************************************
 BN0677  DESIGNATION -  CRENWELGE
 BN0677  PID         -  BN0677
 BN0677  STATE/COUNTY-  TX/GILLESPIE
 BN0677  USGS QUAD   -  CHERRY MOUNTAIN (1967)
 BN0677
 BN0677                         *CURRENT SURVEY CONTROL
 BN0677  ___________________________________________________________________
 BN0677* NAD 83(1993)-  30 25 38.49413(N)    098 57 10.60863(W)     ADJUSTED  
 BN0677* NAVD 88     -       661.     (meters)    2169.     (feet)  SCALED    
 BN0677  ___________________________________________________________________
 BN0677  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 BN0677  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BN0677
 BN0677  HORZ ORDER  -  SECOND
 BN0677
 BN0677.The horizontal coordinates were established by classical geodetic methods
 BN0677.and adjusted by the National Geodetic Survey in February 1996..
 BN0677
 BN0677.The orthometric height was scaled from a topographic map.
 BN0677
 BN0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0677
 BN0677.The geoid height was determined by GEOID03.
 BN0677
 BN0677;                    North         East     Units Scale Factor Converg.
 BN0677;SPC TX C     - 3,085,150.238   832,601.509   MT  0.99993158   +0 42 39.5
 BN0677;SPC TX C     -10,121,863.74  2,731,626.78   sFT  0.99993158   +0 42 39.5
 BN0677;UTM  14      - 3,366,142.728   504,518.598   MT  0.99960025   +0 01 25.8
 BN0677
 BN0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0677!SPC TX C     -   0.99989968  x   0.99993158  =   0.99983126
 BN0677!UTM  14      -   0.99989968  x   0.99960025  =   0.99949997
 BN0677
 BN0677|---------------------------------------------------------------------|
 BN0677| PID    Reference Object                     Distance      Geod. Az  |
 BN0677|                                                           dddmmss.s |
 BN0677| CV4650 CRENWELGE RM 1                       23.486 METERS 06145     |
 BN0677| CV4651 CRENWELGE RM 2                       26.467 METERS 18050     |
 BN0677| CV4649 CRENWELGE AZ MK 2                                  1930033.2 |
 BN0677| CV4648 CRENWELGE AZ MK                                    1930034.6 |
 BN0677| BN0678 CHERRY SPRINGS CHRIST LUTH CH       APPROX. 6.8 KM 3334942.7 |
 BN0677|---------------------------------------------------------------------|
 BN0677
 BN0677                          SUPERSEDED SURVEY CONTROL
 BN0677
 BN0677  NAD 83(1986)-  30 25 38.50412(N)    098 57 10.59555(W) AD(       ) 2
 BN0677  NAD 27      -  30 25 37.80400(N)    098 57 09.43160(W) AD(       ) 2
 BN0677
 BN0677.Superseded values are not recommended for survey control.
 BN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0677.See file dsdata.txt to determine how the superseded data were derived.
 BN0677
 BN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0451966143(NAD 83)
 BN0677_MARKER: DS = TRIANGULATION STATION DISK
 BN0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0677_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0677
 BN0677  HISTORY     - Date     Condition        Report By
 BN0677  HISTORY     - 1956     MONUMENTED       CGS
 BN0677  HISTORY     - 1963     GOOD             CGS
 BN0677  HISTORY     - 19930804 GOOD             USPSQD
 BN0677
 BN0677                          STATION DESCRIPTION
 BN0677
 BN0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0677'THE STATION IS ABOUT 11-3/4 MILES NORTHWEST OF FREDERICKSBURG,
 BN0677'5 MILES SOUTH OF THE LLANO-GILLESPIE AND MASON COUNTY LINE,
 BN0677'1-1/2 MILES EAST OF U.S. HIGHWAY 87, 84 FEET NORTH OF THE
 BN0677'CENTER OF A POWERLINE CLEARING, 5 FEET EAST OF A 4 IN X 4
 BN0677'IN WHITE WITNESS POST, AND ON THE PROPERTY OF MR. SYLVESTER
 BN0677'CRENWELGE.
 BN0677'
 BN0677'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BN0677'290 AND 87 AT THE WEST EDGE OF FREDERICKSBURG, GO NORTHWESTERLY
 BN0677'ON HIGHWAY 87 FOR 7.5 MILES TO A HARD SURFACED ROAD ON THE
 BN0677'RIGHT, TURN RIGHT, CROSSING A BRIDGE AND A CATTLE GUARD,
 BN0677'AND GO NORTHERLY FOR 2.95 MILES TO THE AZIMUTH MARK ON THE
 BN0677'LEFT AS DESCRIBED, CONTINUE NORTH FOR 0.5 MILE TO A WOOD
 BN0677'GATE ON THE RIGHT, TURN RIGHT, THROUGH THE GATE AND GO
 BN0677'SOUTHEAST FOR 0.1 MILE TO A POWERLINE, TURN RIGHT AND FOLLOW
 BN0677'THE POWERLINE CLEARING FOR 0.1 MILE TO A T-JUNCTION OF ANOTHER
 BN0677'POWERLINE, TURN RIGHT ON THIS POWERLINE CLEARING AND GO
 BN0677'WEST FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 BN0677'
 BN0677'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 BN0677'CRENWELGE 1956.
 BN0677'
 BN0677'REFERENCE MARK 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0677'CRENWELGE NO 1 1956.
 BN0677'
 BN0677'REFERENCE MARK 2 IS 2 FEET SOUTH OF THE CENTER OF THE POWERLINE
 BN0677'CLEARING.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 BN0677'CRENWELGE NO 2 1956.
 BN0677'
 BN0677'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTER OF THE ROAD
 BN0677'AND 2 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST.  THE
 BN0677'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED CRENWELGE
 BN0677'1956.
 BN0677'
 BN0677'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BN0677
 BN0677                          STATION RECOVERY (1963)
 BN0677
 BN0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 BN0677'THE STATION MARK, REFERENCE MARKS NUMBERS 1, 2 AND THE AZIMUTH
 BN0677'MARK WERE RECOVERED IN GOOD CONDITION.  AT THE REQUEST OF
 BN0677'THE TEXAS HIGHWAY DEPARTMENT THE AZIMUTH MARK WAS DESTROYED
 BN0677'TO CLEAR THE AREA FOR WIDENING OF ROAD AFTER A NEW AZIMUTH
 BN0677'MARK WAS SET.  THE NEW AZIMUTH MARK WAS SET ON LINE AWAY
 BN0677'FROM THE STATION MARK.
 BN0677'
 BN0677'THE STATION IS ABOUT 12 MILES NORTHWEST OF FREDERICKSBURG,
 BN0677'ABOUT 5 MILES SOUTH OF THE LLANO-GILLESPIE AND MASON COUNTY
 BN0677'LINE, AND ABOUT 1-1/2 MILES EAST OF U.S. HIGHWAY 87, ON
 BN0677'THE HIGHEST PART OF A TIMBERED HILL, AND ON PROPERTY OWNED
 BN0677'BY MR. SYLVESTER CRENWELGE.
 BN0677'
 BN0677'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BN0677'87 AND 290 AT THE WEST EDGE OF FREDERICKSBURG, GO NORTHWEST
 BN0677'ON U.S. HIGHWAY 87 FOR 7.9 MILES TO THE CHERRY SPRING ROAD
 BN0677'ON THE RIGHT.  TURN RIGHT, ACROSS A BRIDGE AND CATTLE GUARD,
 BN0677'GO NORTH 3.15 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 BN0677'NORTH 0.6 MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT,
 BN0677'PASS THROUGH GATE, GO SOUTHEAST ON TRACK ROAD 0.15 MILE
 BN0677'TO A POWERLINE.  TURN RIGHT, FOLLOW THE POWERLINE 0.1 MILE
 BN0677'TO A T-JUNCTION OF THE POWERLINE.  TURN RIGHT, GO 0.05 MILE
 BN0677'TO THE STATION ON HIGHEST PART OF HILL.
 BN0677'
 BN0677'STATION MARK, A STANDARD DISK STAMPED CRENWELGE 1956, IS
 BN0677'SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 BN0677'IS 5 FEET EAST OF A 4 IN X 4 IN WOODEN WITNESS POST AND
 BN0677'84 FEET NORTH OF A POWERLINE.
 BN0677'
 BN0677'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CRENWELGE
 BN0677'NO 1 1956, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 BN0677'4 INCHES.  IT IS ON THE EAST SLOPE OF HILL ABOUT 2 FEET
 BN0677'LOWER THAN STATION.
 BN0677'
 BN0677'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CRENWELGE
 BN0677'NO 2 1956, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 BN0677'4 INCHES.  IT IS SOUTH OF THE STATION IN THE CLEARING WHERE
 BN0677'THE POWERLINE CROSSES OVER HILL, AND ABOUT THE SAME ELEVATION
 BN0677'AS THE STATION.
 BN0677'
 BN0677'AZIMUTH MARK, A STANDARD DISK STAMPED CRENWELGE 1956 RESET
 BN0677'1963, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 BN0677'6 INCHES.  IT IS 148 FEET WEST OF THE CENTER OF ROAD, 225
 BN0677'FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE,
 BN0677'AND 3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 250 FEET
 BN0677'NORTH-NORTHEAST OF A WINDMILL, AND ON LAND OWNED BY MR. HARRY
 BN0677'AHRENS.
 BN0677
 BN0677                          STATION RECOVERY (1993)
 BN0677
 BN0677'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3162 ***********************************************************************
 CS3162  DESIGNATION -  CRESSON
 CS3162  PID         -  CS3162
 CS3162  STATE/COUNTY-  TX/PARKER
 CS3162  USGS QUAD   -  CHAPIN (1979)
 CS3162
 CS3162                         *CURRENT SURVEY CONTROL
 CS3162  ___________________________________________________________________
 CS3162* NAD 83(1993)-  32 33 35.62511(N)    097 40 24.35598(W)     ADJUSTED  
 CS3162* NAVD 88     -       349.60   (+/-2cm)    1147.0    (feet)  VERTCON   
 CS3162  ___________________________________________________________________
 CS3162  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CS3162  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CS3162
 CS3162  HORZ ORDER  -  FIRST
 CS3162  VERT ORDER  -  THIRD ? (See Below)
 CS3162
 CS3162.The horizontal coordinates were established by classical geodetic methods
 CS3162.and adjusted by the National Geodetic Survey in February 1996..
 CS3162
 CS3162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3162.The vertical order pertains to the NGVD 29 superseded value.
 CS3162
 CS3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3162
 CS3162.The geoid height was determined by GEOID03.
 CS3162
 CS3162;                    North         East     Units Scale Factor Converg.
 CS3162;SPC TXNC     - 2,099,356.017   677,618.786   MT  0.99990920   +0 27 02.9
 CS3162;SPC TXNC     - 6,887,637.20  2,223,154.30   sFT  0.99990920   +0 27 02.9
 CS3162;UTM  14      - 3,603,274.667   624,538.730   MT  0.99979125   +0 42 50.5
 CS3162
 CS3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3162!SPC TXNC     -   0.99994953  x   0.99990920  =   0.99985874
 CS3162!UTM  14      -   0.99994953  x   0.99979125  =   0.99974080
 CS3162
 CS3162|---------------------------------------------------------------------|
 CS3162| PID    Reference Object                     Distance      Geod. Az  |
 CS3162|                                                           dddmmss.s |
 CS3162| CX9362 CRESSON RM 1                         35.677 METERS 06853     |
 CS3162| CS3137 COMANCHE 2                          APPROX.23.6 KM 2110724.1 |
 CS3162| CX9363 CRESSON RM 2                         31.867 METERS 33055     |
 CS3162| CX9361 CRESSON AZ MK                                      3504004.6 |
 CS3162|---------------------------------------------------------------------|
 CS3162
 CS3162                          SUPERSEDED SURVEY CONTROL
 CS3162
 CS3162  NAD 83(1986)-  32 33 35.62800(N)    097 40 24.33761(W) AD(       ) 1
 CS3162  NAD 27      -  32 33 35.14000(N)    097 40 23.24900(W) AD(       ) 1
 CS3162  NGVD 29 (07/19/86)  349.56   (m)         1146.8    (f) LEVELING    3  
 CS3162
 CS3162.Superseded values are not recommended for survey control.
 CS3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3162.See file dsdata.txt to determine how the superseded data were derived.
 CS3162
 CS3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2453903275(NAD 83)
 CS3162_MARKER: DD = SURVEY DISK
 CS3162_SETTING: 0 = UNSPECIFIED SETTING
 CS3162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3162+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 CS3162
 CS3162  HISTORY     - Date     Condition        Report By
 CS3162  HISTORY     - 1946     MONUMENTED       CGS
 CS3162  HISTORY     - 1951     GOOD             CGS
 CS3162  HISTORY     - 1954     POOR             USGS
 CS3162  HISTORY     - 20051014 GOOD             SUTECH
 CS3162
 CS3162                          STATION DESCRIPTION
 CS3162
 CS3162'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3162'STATION IS LOCATED ABOUT 16 MILES SE OF THE CITY OF WEATHERFORD,
 CS3162'4 MILES NW OF THE SMALL VILLAGE OF CRESSON, 0.35 MILE W OF
 CS3162'STATE HIGHWAY 171, 116 FEET S OF A TRACK ROAD, AND 6 FEET
 CS3162'W OF A WHITE WOODEN WITNESS POST.  IT IS LOCATED IN PASTURE
 CS3162'LAND AND ON THE HIGHEST GROUND OF A N-S RIDGE.
 CS3162'
 CS3162'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3162'IN THE TOP OF CONCRETE POSTS.  STATION DISK IS STAMPED CRESSON
 CS3162'1946 AND PROJECTS 2 INCHES.
 CS3162'
 CS3162'REFERENCE MARK 1 IS 117.05 FEET ENE OF THE STATION, 71 FEET
 CS3162'S OF A TRACK ROAD, AND ON THE E SLOPE OF THE GRADE.  IT IS
 CS3162'A BRONZE REFERENCE DISK, STAMPED CRESSON NO 1 1946, AND
 CS3162'SET IN THE TOP OF A CONCRETE POST.  MARK PROJECTS 3 INCHES.
 CS3162'
 CS3162'REFERENCE MARK 2 IS 104.55 FEET NW OF THE STATION AND 12
 CS3162'FEET S OF A TRACK ROAD.  IT IS A BRONZE REFERENCE DISK,
 CS3162'STAMPED CRESSON NO 2 1946, AND SET IN THE TOP OF A CONCRETE
 CS3162'POST.  MARK PROJECTS 3 INCHES.
 CS3162'
 CS3162'AZIMUTH MARK IS 1.2 MILES NNW OF THE STATION, 130 FEET E
 CS3162'OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY 171, 43
 CS3162'FEET E OF THE E RAIL OF A RAILROAD TRACK, AND 9 FEET W OF
 CS3162'A N-S FENCE LINE.  IT IS A BRONZE AZIMUTH DISK, STAMPED
 CS3162'CRESSON 1946 AND SET IN THE TOP OF A CONCRETE POST.  IT
 CS3162'PROJECTS 3 INCHES.
 CS3162'
 CS3162'TO REACH THE STATION FROM THE CRESSON RAILROAD STATION, GO
 CS3162'NW ON STATE HIGHWAY 171 FOR 3.9 MILES TO A WIRE GATE ON THE
 CS3162'LEFT INTO PASTURE LAND.  *PASS THROUGH GATE AND FOLLOW TRACK
 CS3162'W FOR 0.35 MILE TO THE SUMMIT OF THE GRADE AND STATION AS
 CS3162'DESCRIBED.
 CS3162'
 CS3162'*TO REACH THE AZIMUTH MARK FROM THE WIRE GATE, GO NW ON STATE
 CS3162'HIGHWAY 171 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT
 CS3162'AS DESCRIBED.
 CS3162'
 CS3162'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3162
 CS3162                          STATION RECOVERY (1951)
 CS3162
 CS3162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3162'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CS3162'AS DESCRIBED.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN BROKEN
 CS3162'UP AND IS LOST.  THE STATION IS ABOUT 0.2 MILE S OF A NEW
 CS3162'RANCH HOUSE.
 CS3162
 CS3162                          STATION RECOVERY (1954)
 CS3162
 CS3162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CS3162'THE TOP OF THE AZIMUTH MARK HAS BEEN KNOCKED OFF AND THE
 CS3162'TABLET MISSING.  THE CONCRETE POST IS STILL IN GOOD CONDITION
 CS3162'BUT NOW IS FLUSH WITH THE GROUND.  IT APPEARS THAT THE
 CS3162'POSITION OF THE POST HAS REMAINED UNDISTURBED.  THE CONCRETE
 CS3162'USED TO POUR THE MONUMENT WAS EVIDENTLY OF A POOR GRADE.
 CS3162
 CS3162                          STATION RECOVERY (2005)
 CS3162
 CS3162'RECOVERY NOTE BY SURVEY TECHNOLOGIES 2005 (BL)
 CS3162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0785 ***********************************************************************
 CV0785  DESIGNATION -  CREST
 CV0785  PID         -  CV0785
 CV0785  STATE/COUNTY-  TX/GAINES
 CV0785  USGS QUAD   -  LOOP SW (1970)
 CV0785
 CV0785                         *CURRENT SURVEY CONTROL
 CV0785  ___________________________________________________________________
 CV0785* NAD 83(1993)-  32 45 59.95465(N)    102 24 26.95116(W)     ADJUSTED  
 CV0785* NAVD 88     -       981.9    (meters)    3221.     (feet)  VERTCON   
 CV0785  ___________________________________________________________________
 CV0785  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 CV0785  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 CV0785
 CV0785  HORZ ORDER  -  SECOND
 CV0785
 CV0785.The horizontal coordinates were established by classical geodetic methods
 CV0785.and adjusted by the National Geodetic Survey in February 1996..
 CV0785
 CV0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0785
 CV0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0785
 CV0785.The geoid height was determined by GEOID03.
 CV0785
 CV0785;                    North         East     Units Scale Factor Converg.
 CV0785;SPC TXNC     - 2,128,784.911   234,001.163   MT  0.99988492   -2 07 52.0
 CV0785;SPC TXNC     - 6,984,188.50    767,718.82   sFT  0.99988492   -2 07 52.0
 CV0785;UTM  13      - 3,628,393.515   742,851.892   MT  1.00032728   +1 24 13.7
 CV0785
 CV0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0785!SPC TXNC     -   0.99984945  x   0.99988492  =   0.99973439
 CV0785!UTM  13      -   0.99984945  x   1.00032728  =   1.00017668
 CV0785
 CV0785|---------------------------------------------------------------------|
 CV0785| PID    Reference Object                     Distance      Geod. Az  |
 CV0785|                                                           dddmmss.s |
 CV0785| CH8700 CREST RM 1                           37.951 METERS 07944     |
 CV0785| CH8699 CREST AZ MK                                        1401029.1 |
 CV0785| CH8701 CREST RM 2                           28.798 METERS 18213     |
 CV0785|---------------------------------------------------------------------|
 CV0785
 CV0785                          SUPERSEDED SURVEY CONTROL
 CV0785
 CV0785  NAD 83(1986)-  32 45 59.96361(N)    102 24 26.94418(W) AD(       ) 2
 CV0785  NAD 27      -  32 45 59.64100(N)    102 24 25.29900(W) AD(       ) 2
 CV0785  NGVD 29 (07/19/86)  981.6    (m)         3220.     (f) VERT ANG       
 CV0785
 CV0785.Superseded values are not recommended for survey control.
 CV0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0785.See file dsdata.txt to determine how the superseded data were derived.
 CV0785
 CV0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4285228394(NAD 83)
 CV0785_MARKER: DS = TRIANGULATION STATION DISK
 CV0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0785
 CV0785  HISTORY     - Date     Condition        Report By
 CV0785  HISTORY     - 1935     MONUMENTED       CGS
 CV0785  HISTORY     - 1938     GOOD             TXHD
 CV0785  HISTORY     - 1947     POOR             PHILIP
 CV0785  HISTORY     - 1947     POOR             STOGC
 CV0785  HISTORY     - 1959     MARK NOT FOUND   CGS
 CV0785  HISTORY     - 1962     POOR             USGS
 CV0785  HISTORY     - 1968     MARK NOT FOUND   CGS
 CV0785  HISTORY     - 1969     MARK NOT FOUND   CGS
 CV0785
 CV0785                          STATION DESCRIPTION
 CV0785
 CV0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0785'STATION IS ABOUT 10-1/2 MILES S AND 1/2 MILE E OF THE LOOP
 CV0785'POST OFFICE, ON THE HIGHEST POINT OF A LONG E AND W RIDGE.
 CV0785'IT IS ABOUT 1/2 MILE E OF THE LOOP ROAD AND ABOUT 1/4 MILE
 CV0785'S OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES.
 CV0785'
 CV0785'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0785'BRONZE DISKS SET IN CONCRETE.
 CV0785'
 CV0785'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND PROJECTS 18
 CV0785'INCHES.
 CV0785'
 CV0785'REFERENCE MARK NO. 2 IS S OF THE STATION AND PROJECTS 14 INCHES.
 CV0785'
 CV0785'THE AZIMUTH MARK IS ABOUT 0.4 MILE SE OF THE STATION AND IS
 CV0785'10 FEET N OF AN E AND W TRAIL.  THE MARK PROJECTS 10 INCHES.
 CV0785'
 CV0785'THE STATION IS REACHED FROM THE LOOP POST OFFICE BY GOING S
 CV0785'ON THE MAIN ROAD 10.4 MILES.  TURN OFF THE ROAD TO THE LEFT
 CV0785'AND TAKE A TRAIL EASTERLY AT A CROSSROADS.  DRIVE 0.5 MILE.
 CV0785'TURN OFF THE TRAIL TO THE LEFT AND DRIVE NORTHERLY ACROSS
 CV0785'COUNTRY 0.3 MILE TO THE HIGHEST POINT AND THE STATION.
 CV0785'
 CV0785'A 15-FOOT STAND CLEARED ALL LINES.
 CV0785
 CV0785                          STATION RECOVERY (1938)
 CV0785
 CV0785'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0785'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0785'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CV0785
 CV0785                          STATION RECOVERY (1947)
 CV0785
 CV0785'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0785'STATION MARK IS LOCATED IN A CULTIVATED FIELD, LEANING BADLY
 CV0785'AND CONCRETE CHIPPED BY PLOW.  (REPLACED IN UPRIGHT POSITION
 CV0785'BY DIGGING AWAY FROM ONE SIDE AND PULLING INTO POSITION.)
 CV0785'BOTH REFERENCE MARKS ARE LEANING BADLY.  AZIMUTH MARK IS
 CV0785'OUT OF THE GROUND AND LYING IN FENCE LINE.  MARK IS STAMPED
 CV0785'CREST 1935.
 CV0785
 CV0785                          STATION RECOVERY (1947)
 CV0785
 CV0785'RECOVERY NOTE BY STANOLIND OIL AND GAS COMPANY 1947 (WSW)
 CV0785'THE SURFACE MARK WAS FOUND PULLED OUT, AND THE UNDERGROUND
 CV0785'MARK HAD BEEN DISTURBED.  THE REFERENCE MARKS WERE FOUND IN
 CV0785'PLACE AND IN GOOD CONDITION.  BOTH THE UNDERGROUND AND THE
 CV0785'SURFACE MARKS WERE REPLACED BY MEASUREMENTS TO THE REFERENCE
 CV0785'MARKS.
 CV0785
 CV0785                          STATION RECOVERY (1959)
 CV0785
 CV0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 CV0785'COULD NOT LOCATE THE TRIANGULATION STATION.  REFERENCE MARK
 CV0785'NO. 1 WAS FOUND 3/4 MILE FROM LOCATION ON RIGHT-OF-WAY OF
 CV0785'FM 1312.  AZIMUTH MARK CREST 1935 HAS BEEN DESTROYED.  IT WAS
 CV0785'FOUND IN THE LEFT RIGHT-OF-WAY OF FM 1312 GOING NORTH.  IT IS
 CV0785'LAYING 100 YARDS SOUTH OF REFERENCE MARK NO. 1 ON THE SAME
 CV0785'SIDE OF THE ROAD.
 CV0785
 CV0785                          STATION RECOVERY (1962)
 CV0785
 CV0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CV0785'CONCRETE POST WAS FOUND UPROOTED.
 CV0785'
 CV0785'REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE FOUND UPROOTED.
 CV0785
 CV0785                          STATION RECOVERY (1968)
 CV0785
 CV0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0785'IT WAS REPORTED THIS STATION WAS FOUND TO BE DESTROYED.  IT
 CV0785'IS BELIEVE ALL MARKS HAVE BEEN PULLED OUT OF THE GROUND AND
 CV0785'HAULED AWAY.  REFERENCE MARK NO. 1 WAS THE ONLY MARK FOUND.
 CV0785'IT WAS ABOUT 1/2 MILE FROM THE STATION SITE LAYING ALONG THE
 CV0785'ROAD RIGHT-OF-WAY.  THE DISK WAS REMOVED FROM THE CONCRETE POST.
 CV0785'
 CV0785'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 CV0785'MILES SOUTH OF LOOP, AND 1 MILE EAST OF FARM ROAD 303.
 CV0785
 CV0785                          STATION RECOVERY (1969)
 CV0785
 CV0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CV0785'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 83
 CV0785'AND FARM ROAD 303 IN LOOP, GO SOUTH ON FARM ROAD 303 FOR 8.8
 CV0785'MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A SAND ROAD
 CV0785'FOR 0.6 MILE TO TOP OF HILL AND THE STATION SITE IS ABOUT
 CV0785'0.25 MILE SOUTH OF THIS POINT.
 CV0785'
 CV0785'STATION SITE IS NOW IN A CULTIVATED FIELD AND ASSUMED ALL
 CV0785'SURFACE MARKS ARE DESTROYED.  IT IS POSSIBLE THE UNDERGROUND
 CV0785'MARK IS STILL IN PLACE.
 CV0785'
 CV0785'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 CV0785'MILES SOUTH AND 1/2 MILE EAST OF LOOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1045 ***********************************************************************
 GK1045  DESIGNATION -  CREST
 GK1045  PID         -  GK1045
 GK1045  STATE/COUNTY-  TX/OCHILTREE
 GK1045  USGS QUAD   -  LAKE FRYER (1973)
 GK1045
 GK1045                         *CURRENT SURVEY CONTROL
 GK1045  ___________________________________________________________________
 GK1045* NAD 83(1993)-  36 11 15.23925(N)    100 42 17.08419(W)     ADJUSTED  
 GK1045* NAVD 88     -       899.     (meters)    2949.     (feet)  SCALED    
 GK1045  ___________________________________________________________________
 GK1045  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 GK1045  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 GK1045
 GK1045  HORZ ORDER  -  SECOND
 GK1045
 GK1045.The horizontal coordinates were established by classical geodetic methods
 GK1045.and adjusted by the National Geodetic Survey in February 1996..
 GK1045
 GK1045.The orthometric height was scaled from a topographic map.
 GK1045
 GK1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1045
 GK1045.The geoid height was determined by GEOID03.
 GK1045
 GK1045;                    North         East     Units Scale Factor Converg.
 GK1045;SPC TX N     - 1,242,978.286   271,532.190   MT  1.00000099   +0 27 39.2
 GK1045;SPC TX N     - 4,078,004.59    890,851.86   sFT  1.00000099   +0 27 39.2
 GK1045;UTM  14      - 4,006,099.293   346,713.077   MT  0.99988952   -1 00 24.2
 GK1045
 GK1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1045!SPC TX N     -   0.99986321  x   1.00000099  =   0.99986419
 GK1045!UTM  14      -   0.99986321  x   0.99988952  =   0.99975274
 GK1045
 GK1045|---------------------------------------------------------------------|
 GK1045| PID    Reference Object                     Distance      Geod. Az  |
 GK1045|                                                           dddmmss.s |
 GK1045| CK8438 CREST RM 1                           14.928 METERS 01424     |
 GK1045| CK8439 CREST RM 2                           13.100 METERS 14637     |
 GK1045| CK8437 CREST AZ MK                                        1535554.6 |
 GK1045|---------------------------------------------------------------------|
 GK1045
 GK1045                          SUPERSEDED SURVEY CONTROL
 GK1045
 GK1045  NAD 83(1993)-  36 11 15.23952(N)    100 42 17.08409(W) AD(       ) 2
 GK1045  NAD 83(1986)-  36 11 15.24553(N)    100 42 17.07229(W) AD(       ) 2
 GK1045  NAD 27      -  36 11 15.11600(N)    100 42 15.54900(W) AD(       ) 2
 GK1045
 GK1045.Superseded values are not recommended for survey control.
 GK1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1045.See file dsdata.txt to determine how the superseded data were derived.
 GK1045
 GK1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4671306099(NAD 83)
 GK1045_MARKER: DS = TRIANGULATION STATION DISK
 GK1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1045
 GK1045  HISTORY     - Date     Condition        Report By
 GK1045  HISTORY     - 1952     MONUMENTED       CGS
 GK1045  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK1045
 GK1045                          STATION DESCRIPTION
 GK1045
 GK1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1045'STATION IS LOCATED, AIRLINE, ABOUT 16 MILES SOUTH OF PERRYTON,
 GK1045'4.5 MILES SOUTHWEST OF WOLFCREEK PARK, AND ON THE EAST
 GK1045'RIGHT-OF-WAY OF U.S. HIGHWAY 83.
 GK1045'
 GK1045'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 GK1045'83 AND STATE HIGHWAY 117 AT THE NORTH EDGE OF PERRYTON, GO SOUTH
 GK1045'ON U.S. HIGHWAY 83 FOR 16.6 MILES TO A SIDE ROAD RIGHT AT A
 GK1045'SIGN SPEARMAN AND THE STATION ON THE LEFT, EAST, SIDE OF THE
 GK1045'HIGHWAY.
 GK1045'
 GK1045'STATION MARK, STAMPED CREST 1952, IS A STANDARD DISK SET IN
 GK1045'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 GK1045'IT IS 45.3 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.2
 GK1045'FEET SOUTHWEST OF A FENCE LINE AND 4.6 FEET SOUTH OF A WITNESS
 GK1045'POST.
 GK1045'
 GK1045'REFERENCE MARK NUMBER 1, STAMPED CREST NO 1 1952, IS A STANDARD
 GK1045'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK1045'DIAMETER, PROJECTING 4 INCHES AND IS AT THE SAME ELEVATION AS
 GK1045'THE STATION.  IT IS 12 INCHES SOUTH OF THE FENCE LINE.
 GK1045'
 GK1045'REFERENCE MARK NUMBER 2, STAMPED CREST NO 2 1952, IS A STANDARD
 GK1045'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK1045'DIAMETER, PROJECTING 2 INCHES AND IS AT THE SAME ELEVATION
 GK1045'AS THE STATION.  IT IS 13 INCHES SOUTH SOUTHWEST OF A FENCE
 GK1045'POST AND 49 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 GK1045'
 GK1045'AZIMUTH MARK, STAMPED CREST 1952, IS A STANDARD DISK SET IN THE
 GK1045'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 GK1045'3 INCHES.  TO REACH FROM THE STATION, CONTINUE SOUTH ON U.S.
 GK1045'HIGHWAY 83 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE
 GK1045'OF THE HIGHWAY.  IT IS 46.3 FEET SOUTHWEST OF THE CENTERLINE
 GK1045'OF THE HIGHWAY, 4 FEET NORTHEAST OF A FENCE LINE AND 19 FEET
 GK1045'NORTH NORTHWEST OF A T FENCE CORNER.
 GK1045'
 GK1045'SUBSTITUTE STATION IS THE INTERSECTION OF CENTERLINES OF U.S.
 GK1045'HIGHWAY 83 AND A FARM ROAD LEADING WEST.  IT IS ABOUT THE SAME
 GK1045'ELEVATION AS THE STATION.
 GK1045'
 GK1045'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 GK1045
 GK1045                          STATION RECOVERY (1973)
 GK1045
 GK1045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SDC)
 GK1045'MARK WAS SEARCHED FOR AND NOT FOUND, IT IS BELIEVED DESTROYED BY
 GK1045'ROAD CONSTRUCTION ON U.S. HIGHWAY 83 AS THE DESCRIPTION OF THE
 GK1045'MARK PLACES IT IN THE BORROW PIT.
 GK1045'
 GK1045'R.M. 1 WAS FOUND AND IN GOOD CONDITION R.M. 2 WAS NOT FOUND AND
 GK1045'DESCRIPTION PLACES IT ALSO IN BORROW PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5522 ***********************************************************************
 AH5522  DESIGNATION -  CREST ET
 AH5522  PID         -  AH5522
 AH5522  STATE/COUNTY-  TX/RED RIVER
 AH5522  USGS QUAD   -  BOGATA (1964)
 AH5522
 AH5522                         *CURRENT SURVEY CONTROL
 AH5522  ___________________________________________________________________
 AH5522* NAD 83(1993)-  33 28 08.49142(N)    095 14 34.87665(W)     ADJUSTED  
 AH5522* NAVD 88     -       127.9    (meters)     420.     (feet)  VERTCON   
 AH5522  ___________________________________________________________________
 AH5522  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AH5522  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH5522
 AH5522  HORZ ORDER  -  THIRD
 AH5522
 AH5522.The horizontal coordinates were established by classical geodetic methods
 AH5522.and adjusted by the National Geodetic Survey in July 1998..
 AH5522
 AH5522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5522
 AH5522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5522
 AH5522.The geoid height was determined by GEOID03.
 AH5522
 AH5522;                    North         East     Units Scale Factor Converg.
 AH5522;SPC TXNC     - 2,204,557.942   902,675.441   MT  0.99989907   +1 46 34.8
 AH5522;SPC TXNC     - 7,232,787.18  2,961,527.68   sFT  0.99989907   +1 46 34.8
 AH5522;UTM  15      - 3,705,535.861   291,560.933   MT  1.00013567   -1 14 14.8
 AH5522
 AH5522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5522!SPC TXNC     -   0.99998412  x   0.99989907  =   0.99988319
 AH5522!UTM  15      -   0.99998412  x   1.00013567  =   1.00011978
 AH5522
 AH5522                          SUPERSEDED SURVEY CONTROL
 AH5522
 AH5522  NGVD 29 (07/28/98)  127.9    (m)          420.     (f) VERT ANG       
 AH5522
 AH5522.Superseded values are not recommended for survey control.
 AH5522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5522.See file dsdata.txt to determine how the superseded data were derived.
 AH5522
 AH5522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9156105536(NAD 83)
 AH5522_MARKER: DS = TRIANGULATION STATION DISK
 AH5522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5522_PROJECTION: FLUSH
 AH5522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5522+STABILITY: SURFACE MOTION
 AH5522
 AH5522  HISTORY     - Date     Condition        Report By
 AH5522  HISTORY     - 1962     MONUMENTED       USGS
 AH5522
 AH5522                          STATION DESCRIPTION
 AH5522
 AH5522'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5522'LOCATED ABOUT 2 MI. E. OF BOGATA, 20 FT. N. OF DIRT RD., 20 FT. W. OF
 AH5522'LONE BUSH.
 AH5522'TO REACH FROM JUNCTION OF U.S. HIGHWAY 271 AND STATE HIGHWAY 37 JUST
 AH5522'W. OF BOGATA, DRIVE S. ALONG HIGHWAY 37 0.2 MI. TO AN OIL RD. W., TURN
 AH5522'RIGHT (W.), GO 0.75 MI. TO DIRT RD. N., TURN RIGHT (N.), GO 0.15 MI.
 AH5522'TO DIRT RD. W., TURN LEFT (W.), GO 0.5 MI. TO THE STATION MARK ON
 AH5522'RIGHT (N.) SIDE OF RD.
 AH5522'STATION MARK--STANDARD TABLET STAMPED---CREST-ET 1962---, SET IN A
 AH5522'CONCRETE POST PROJECTING ABOUT 4 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1187 ***********************************************************************
 CA1187  DESIGNATION -  CREWS
 CA1187  PID         -  CA1187
 CA1187  STATE/COUNTY-  TX/RUNNELS
 CA1187  USGS QUAD   -  BENOIT (1967)
 CA1187
 CA1187                         *CURRENT SURVEY CONTROL
 CA1187  ___________________________________________________________________
 CA1187* NAD 83(1993)-  31 52 23.07534(N)    099 47 03.33429(W)     ADJUSTED  
 CA1187* NAVD 88     -       571.     (meters)    1873.     (feet)  SCALED    
 CA1187  ___________________________________________________________________
 CA1187  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 CA1187  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CA1187
 CA1187  HORZ ORDER  -  THIRD
 CA1187
 CA1187.The horizontal coordinates were established by classical geodetic methods
 CA1187.and adjusted by the National Geodetic Survey in February 1996..
 CA1187
 CA1187.The orthometric height was scaled from a topographic map.
 CA1187
 CA1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1187
 CA1187.The geoid height was determined by GEOID03.
 CA1187
 CA1187;                    North         East     Units Scale Factor Converg.
 CA1187;SPC TX C     - 3,244,731.195   751,954.701   MT  0.99999726   +0 16 58.1
 CA1187;SPC TX C     -10,645,422.26  2,467,038.05   sFT  0.99999726   +0 16 58.1
 CA1187;UTM  14      - 3,526,635.409   425,819.600   MT  0.99966786   -0 24 50.9
 CA1187
 CA1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1187!SPC TX C     -   0.99991433  x   0.99999726  =   0.99991159
 CA1187!UTM  14      -   0.99991433  x   0.99966786  =   0.99958222
 CA1187
 CA1187:                Primary Azimuth Mark                     Grid Az
 CA1187:SPC TX C     -  RUNNELS GAS PROD COR MICROWAVE           008 14 37.2
 CA1187:UTM  14      -  RUNNELS GAS PROD COR MICROWAVE           008 56 26.2
 CA1187
 CA1187|---------------------------------------------------------------------|
 CA1187| PID    Reference Object                     Distance      Geod. Az  |
 CA1187|                                                           dddmmss.s |
 CA1187| CT1127 RUNNELS GAS PROD COR MICROWAVE      APPROX.14.7 KM 0083135.3 |
 CA1187| CV4653 CREWS RM 1                           14.271 METERS 07347     |
 CA1187| CV4652 CREWS AZ MK                                        0775556.2 |
 CA1187| CV4654 CREWS RM 2                           20.465 METERS 20655     |
 CA1187|---------------------------------------------------------------------|
 CA1187
 CA1187                          SUPERSEDED SURVEY CONTROL
 CA1187
 CA1187  NAD 83(1986)-  31 52 23.08275(N)    099 47 03.32036(W) AD(       ) 3
 CA1187  NAD 27      -  31 52 22.55860(N)    099 47 02.01820(W) AD(       ) 3
 CA1187
 CA1187.Superseded values are not recommended for survey control.
 CA1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1187.See file dsdata.txt to determine how the superseded data were derived.
 CA1187
 CA1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA2582026635(NAD 83)
 CA1187_MARKER: DS = TRIANGULATION STATION DISK
 CA1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1187
 CA1187  HISTORY     - Date     Condition        Report By
 CA1187  HISTORY     - 1961     MONUMENTED       CGS
 CA1187
 CA1187                          STATION DESCRIPTION
 CA1187
 CA1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1187'THE STATION IS APPROXIMATELY 13 MILES NORTHEAST OF BALLINGER,
 CA1187'8-1/4 MILES NORTHWEST OF TALPA, 4-1/4 MILES SOUTH OF CREWS,
 CA1187'ON ROAD RIGHT-OF-WAY.
 CA1187'
 CA1187'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 53 AND
 CA1187'382 IN CREWS, GO SOUTH ON 382 FOR 3.8 MILES TO A CROSSROAD
 CA1187'AT A GRAVEL PIT ON THE LEFT.  TURN LEFT AND GO EAST ON THE MAIN
 CA1187'GRAVEL ROAD 2.6 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 CA1187'AND GO SOUTH ON THE MAIN BLADED ROAD 1.5 MILES TO A
 CA1187'T-INTERSECTION.  TURN RIGHT AND GO WEST 0.2 MILE TO THE AZIMUTH
 CA1187'MARK ON THE LEFT.  CONTINUE WEST ON THE MAIN ROAD 0.3 MILE TO
 CA1187'THE STATION ON THE RIGHT JUST BEFORE THE MAIN ROAD CURVES TO
 CA1187'THE SOUTH.
 CA1187'
 CA1187'STATION MARKS ARE STANDARD DISKS STAMPED CREWS 1961.  THE
 CA1187'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 CA1187'SURFACE OF THE GROUND.  IT IS 121 FEET SOUTHEAST OF THE SOUTHEAST
 CA1187'CORNER OF A HOUSE, 65 FEET NORTHEAST OF A POWER POLE WITH A
 CA1187'TRANSFORMER, 34 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 CA1187'6 FEET SOUTHEAST OF FENCE CORNER POST AND 6 FEET SOUTHWEST OF
 CA1187'A METAL WITNESS POST IN A FENCE.  THE UNDERGROUND DISK IS SET
 CA1187'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 CA1187'OF THE GROUND.
 CA1187'
 CA1187'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CREWS NO 1 1961,
 CA1187'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 CA1187'IS 41.8 FEET WEST OF THE METAL WITNESS POST, 26 FEET NORTH
 CA1187'OF THE CENTER OF THE GRAVEL ROAD AND 6 INCHES SOUTH OF THE FENCE.
 CA1187'
 CA1187'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CREWS NO 2 1961,
 CA1187'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 CA1187'IS 35 FEET SOUTH OF A FENCE CORNER, 23 FEET WEST OF THE CENTER
 CA1187'OF A GRAVEL ROAD, 6 FEET SOUTH OF THE POWER POLE WITH A
 CA1187'TRANSFORMER AND 6 INCHES EAST OF A FENCE.
 CA1187'
 CA1187'AZIMUTH MARK IS A STANDARD DISK STAMPED CREWS 1961, SET IN A
 CA1187'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 69 FEET
 CA1187'WEST OF A T-FENCE CORNER, 20 FEET SOUTH OF THE CENTER OF THE
 CA1187'GRAVEL ROAD, 4 FEET WEST OF A POWER POLE, 2.5 FEET SOUTHWEST
 CA1187'OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 CA1187'
 CA1187'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0662 ***********************************************************************
 EN0662  DESIGNATION -  CREWS
 EN0662  PID         -  EN0662
 EN0662  STATE/COUNTY-  TX/CHILDRESS
 EN0662  USGS QUAD   -  ESTELLINE SE (1985)
 EN0662
 EN0662                         *CURRENT SURVEY CONTROL
 EN0662  ___________________________________________________________________
 EN0662* NAD 83(1993)-  34 30 37.98296(N)    100 18 46.53458(W)     ADJUSTED  
 EN0662* NAVD 88     -       592.46   (+/-2cm)    1943.8    (feet)  VERTCON   
 EN0662  ___________________________________________________________________
 EN0662  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 EN0662  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 EN0662
 EN0662  HORZ ORDER  -  FIRST
 EN0662  VERT ORDER  -  THIRD ? (See Below)
 EN0662
 EN0662.The horizontal coordinates were established by classical geodetic methods
 EN0662.and adjusted by the National Geodetic Survey in February 1996..
 EN0662
 EN0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0662.The vertical order pertains to the NGVD 29 superseded value.
 EN0662
 EN0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0662
 EN0662.The geoid height was determined by GEOID03.
 EN0662
 EN0662;                    North         East     Units Scale Factor Converg.
 EN0662;SPC TX N     - 1,057,295.005   309,008.314   MT  1.00003524   +0 41 16.6
 EN0662;SPC TX N     - 3,468,808.70  1,013,804.78   sFT  1.00003524   +0 41 16.6
 EN0662;UTM  14      - 3,819,549.610   379,480.486   MT  0.99977903   -0 44 38.2
 EN0662
 EN0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0662!SPC TX N     -   0.99991143  x   1.00003524  =   0.99994667
 EN0662!UTM  14      -   0.99991143  x   0.99977903  =   0.99969048
 EN0662
 EN0662:                Primary Azimuth Mark                     Grid Az
 EN0662:SPC TX N     -  HUMBLE OIL CO DERRICK                    018 26 56.6
 EN0662:UTM  14      -  HUMBLE OIL CO DERRICK                    019 52 51.4
 EN0662
 EN0662|---------------------------------------------------------------------|
 EN0662| PID    Reference Object                     Distance      Geod. Az  |
 EN0662|                                                           dddmmss.s |
 EN0662| EN0660 HUMBLE OIL CO DERRICK               APPROX.16.2 KM 0190813.2 |
 EN0662| CX7014 CREWS AZ MK                                        1521650.7 |
 EN0662| CX7015 CREWS RM 1                           37.576 METERS 15702     |
 EN0662| CX7016 CREWS RM 2                           35.442 METERS 27643     |
 EN0662|---------------------------------------------------------------------|
 EN0662
 EN0662                          SUPERSEDED SURVEY CONTROL
 EN0662
 EN0662  NAD 83(1993)-  34 30 37.98320(N)    100 18 46.53431(W) AD(       ) 1
 EN0662  NAD 83(1986)-  34 30 37.98839(N)    100 18 46.52699(W) AD(       ) 1
 EN0662  NAD 27      -  34 30 37.77800(N)    100 18 45.10100(W) AD(       ) 1
 EN0662  NGVD 29 (07/19/86)  592.18   (m)         1942.8    (f) LEVELING    3  
 EN0662
 EN0662.Superseded values are not recommended for survey control.
 EN0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0662.See file dsdata.txt to determine how the superseded data were derived.
 EN0662
 EN0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7948019550(NAD 83)
 EN0662_MARKER: DS = TRIANGULATION STATION DISK
 EN0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0662
 EN0662  HISTORY     - Date     Condition        Report By
 EN0662  HISTORY     - 1935     MONUMENTED       CGS
 EN0662  HISTORY     - 1943     GOOD             CGS
 EN0662  HISTORY     - 1958     GOOD             CGS
 EN0662  HISTORY     - 1961     GOOD             CGS
 EN0662  HISTORY     - 1967     GOOD             CGS
 EN0662
 EN0662                          STATION DESCRIPTION
 EN0662
 EN0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0662'STATION IS ABOUT 6-1/2 MILES W AND 6 MILES N OF CHILDRESS
 EN0662'AND ABOUT 2 MILES NNE OF CAREY, NEAR THE CENTER OF NE 1/4
 EN0662'SECTION 73, BLOCK H, ON PASTURE LAND OWNED BY J. MARTIN CREWS.
 EN0662'THE LAND TO THE S IS GENTLY ROLLING, AND ON THE OTHER THREE
 EN0662'SIDES ARE DEEP CUTS AND GULLIES RUNNING TOWARDS THE RIVER.  MARK
 EN0662'IS 20 FEET S OF CENTER LINE OF ROAD AND 70 FEET N OF DIM TRAIL.
 EN0662'
 EN0662'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0662'BRONZE DISKS SET IN CONCRETE.
 EN0662'
 EN0662'REFERENCE MARK NO. 1 IS 20 FEET S OF CENTER LINE OF DIM
 EN0662'TRAIL.
 EN0662'
 EN0662'REFERENCE MARK NO. 2 IS 30 FEET N OF CENTER LINE OF DIM TRAIL.
 EN0662'
 EN0662'AZIMUTH MARK IS REACHED BY GOING THROUGH WOODEN GATE, THENCE
 EN0662'0.2 MILE S, THENCE 0.25 MILE E, THENCE 0.45 MILE S TO MARK
 EN0662'ON RIGHT (W), 15 FEET W OF CENTER LINE OF ROAD IN FRONT OF
 EN0662'UNPAINTED FRAME HOUSE ON E SIDE OF ROAD.
 EN0662'
 EN0662'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 370 AND
 EN0662'83 W OF CHILDRESS, GO NW ON U.S. HIGHWAY 370 FOR 5.3 MILES AND
 EN0662'TURN RIGHT (N) ON CROSS ROAD (ABOUT 1/4 MILE BEFORE REACHING
 EN0662'UNDERPASS ON U.S. HIGHWAY 370), FOR 1.35 MILES, THENCE RIGHT (E)
 EN0662'FOR 0.5 MILE, THENCE LEFT (N) ON T-ROAD FOLLOWING MAIN ROAD
 EN0662'N AND W FOR 1.15 MILES.  TURN RIGHT (N) FOR 0.45 MILE, THENCE
 EN0662'LEFT (W) AROUND FENCE CORNER FOR 0.25 MILE, THENCE RIGHT (N)
 EN0662'ON MAIN ROAD AROUND FENCE CORNER FOR 0.2 MILE, THENCE LEFT
 EN0662'(W) THROUGH WOODEN GATE, AND GO 0.2 MILE TAKING RIGHT FORK TO
 EN0662'TOP OF HILL AND STATION.
 EN0662'
 EN0662'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 EN0662
 EN0662                          STATION RECOVERY (1943)
 EN0662
 EN0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 EN0662'ORIGINAL DESCRIPTION ADEQUATE.  REFERENCE MARKS 1 AND 2
 EN0662'FOUND IN GOOD CONDITION.  NO SEARCH MADE FOR AZIMUTH MARK.
 EN0662
 EN0662                          STATION RECOVERY (1958)
 EN0662
 EN0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 EN0662'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EN0662'CONDITION.  THE STATION MARK IS IN THE CENTER OF ROAD FORKS
 EN0662'ABOUT 0.15 MILE WEST OF THE CATTLE GUARD AT ENTRANCE TO FIELD.
 EN0662'
 EN0662'THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE.
 EN0662
 EN0662                          STATION RECOVERY (1961)
 EN0662
 EN0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JRM)
 EN0662'STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 EN0662'RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK
 EN0662'NO. 2 COULD NOT BE LOCATED.  TO REACH THE STATION, GO NORTHWEST
 EN0662'ON U.S. 287 FROM JCT. OF U.S. 287, U.S. 62 AND U.S. 83 ON
 EN0662'WEST SIDE OF CHILDRESS, FOR 4.0 MILES.  TURN RIGHT ON OLD
 EN0662'LOCATION OF U.S. 287 FOR .4 MILE.  TURN NORTH FOR 1.5 MILE,
 EN0662'WEST .5 MILE, NORTH AND WEST FOR 2.25 MILES TO STATION ON
 EN0662'THE LEFT.  TURN THROUGH A CATTLEGUARD AND GO WEST FOR 0.2 MILE
 EN0662'TO STATION.  THERE IS A LARGE SAND AND GRAVEL PLANT ON SITE.
 EN0662'STATION AND REFERENCE MARK NO. 1 ARE NORTH OF A LARGE PILE
 EN0662'OF SAND.  MR. CREWS, OWNER OF SAND AND GRAVEL PLANT, SAID
 EN0662'HE WOULD TAKE PRECAUTION NOT TO COVER THE STATION OR
 EN0662'REFERENCE MARK WITH SAND.
 EN0662
 EN0662                          STATION RECOVERY (1967)
 EN0662
 EN0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0662'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 EN0662'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A COMPLETE
 EN0662'DESCRIPTION FOLLOWS.
 EN0662'
 EN0662'THE STATION IS ABOUT 8-1/2 MILES NORTHWEST OF CHILDRESS, 7-3/4 MILES
 EN0662'EAST-SOUTHEAST OF ESTELLINE AND 3 MILES NORTH OF U.S. HIGHWAY 287,
 EN0662'NEAR THE WEST EDGE OF A GRAVEL YARD OWNED BY ANNIE RUTH BELL.
 EN0662'
 EN0662'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287, 83 AND
 EN0662'62 IN THE NORTHWEST EDGE OF CHILDRESS, GO NORTHWEST ON U.S. HIGHWAY
 EN0662'287 FOR 5.65 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO
 EN0662'NORTH AND EAST ON GRAVELED ROAD FOR 1.45 MILES TO A SIDE ROAD LEFT.
 EN0662'TURN LEFT AND GO NORTH, WEST AND NORTH ON GRADED ROAD FOR 1.25
 EN0662'MILES TO A FARM HOUSE ON THE RIGHT AND THE AZIMUTH MARK ON THE
 EN0662'LEFT.  CONTINUE NORTH, WEST AND NORTH ON GRADED ROAD FOR 0.95 MILE
 EN0662'TO A CATTLE GUARD AND THE ENTRANCE TO THE GRAVEL YARD ON THE LEFT.
 EN0662'TURN LEFT, CROSSING CATTLE GUARD AND GO WEST, PASSING TO THE NORTH
 EN0662'OF THE GRAVEL PLANT FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK FOR
 EN0662'0.05 MILE TO THE STATION.
 EN0662'
 EN0662'STATION MARK IS A STANDARD DISK, STAMPED CREWS 1935, SET IN THE TOP
 EN0662'OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 6 INCHES ABOVE THE
 EN0662'GROUND.  IT IS 28.0 FEET NORTH OF THE CENTERLINE OF THE CENTER ONE
 EN0662'OF THREE ROADS, 22.0 FEET SOUTH OF THE CENTERLINE OF THE NORTH ONE
 EN0662'OF THREE ROADS AND 2.1 FEET SOUTH OF A WITNESS POST.
 EN0662'
 EN0662'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CREWS NO 1 1935, SET IN
 EN0662'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 6 INCHES
 EN0662'ABOVE THE GROUND.  IT IS 21.0 FEET SOUTH OF THE CENTERLINE OF THE
 EN0662'CENTER ONE OF THREE ROADS AND ABOUT THE SAME ELEVATION AS THE
 EN0662'STATION.
 EN0662'
 EN0662'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CREWS NO 2 1935, SET
 EN0662'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 2 INCHES
 EN0662'ABOVE THE GROUND.  IT IS 24.0 FEET NORTH OF THE CENTERLINE OF THE
 EN0662'CENTER ONE OF THREE ROADS AND ABOUT THE SAME ELEVATION AS THE
 EN0662'STATION.
 EN0662'
 EN0662'AZIMUTH MARK IS A STANDARD DISK, STAMPED CREWS AZI 1935, SET IN THE
 EN0662'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 12 INCHES ABOVE
 EN0662'THE GROUND.  IT IS 92.0 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER
 EN0662'OF A FARM HOUSE, 18.5 FEET WEST OF THE CENTERLINE OF A GRADED ROAD,
 EN0662'1.0 FEET NORTH OF A 4 FOOT HIGH WOODEN POST AND 1.0 FEET SOUTH OF A
 EN0662'WITNESS POST.
 EN0662'
 EN0662'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 EN0662'OBSTRUCTIONS.
 EN0662'
 EN0662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-3/4 MILES
 EN0662'EAST-SOUTHEAST OF ESTELLINE.
 EN0662'
 EN0662'HEIGHT OF LIGHT ABOVE STATION MARK 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1186 ***********************************************************************
 CA1186  DESIGNATION -  CREWS DIST GEOCHEM SURVEYS MST
 CA1186  PID         -  CA1186
 CA1186  STATE/COUNTY-  TX/RUNNELS
 CA1186  USGS QUAD   -  CREWS (1967)
 CA1186
 CA1186                         *CURRENT SURVEY CONTROL
 CA1186  ___________________________________________________________________
 CA1186* NAD 83(1993)-  31 54 46.19499(N)    099 47 56.63245(W)     ADJUSTED  
 CA1186* NAVD 88     -                                                        
 CA1186  ___________________________________________________________________
 CA1186  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CA1186  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CA1186
 CA1186  HORZ ORDER  -  THIRD
 CA1186
 CA1186.The horizontal coordinates were established by classical geodetic methods
 CA1186.and adjusted by the National Geodetic Survey in February 1996..
 CA1186
 CA1186
 CA1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1186
 CA1186.The geoid height was determined by GEOID03.
 CA1186
 CA1186;                    North         East     Units Scale Factor Converg.
 CA1186;SPC TX C     - 3,249,132.616   750,532.651   MT  1.00000806   +0 16 30.6
 CA1186;SPC TX C     -10,659,862.59  2,462,372.54   sFT  1.00000806   +0 16 30.6
 CA1186;UTM  14      - 3,531,052.336   424,451.674   MT  0.99967039   -0 25 20.7
 CA1186
 CA1186                          SUPERSEDED SURVEY CONTROL
 CA1186
 CA1186  NAD 83(1986)-  31 54 46.20287(N)    099 47 56.61810(W) AD(       ) 4
 CA1186  NAD 27      -  31 54 45.67500(N)    099 47 55.31600(W) AD(       ) 3
 CA1186
 CA1186.Superseded values are not recommended for survey control.
 CA1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1186.See file dsdata.txt to determine how the superseded data were derived.
 CA1186
 CA1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA2445231052(NAD 83)
 CA1186_MARKER: 42 = RADIO/TV MAST
 CA1186
 CA1186  HISTORY     - Date     Condition        Report By
 CA1186  HISTORY     - 1961     FIRST OBSERVED   CGS
 CA1186
 CA1186                          STATION DESCRIPTION
 CA1186
 CA1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1186'THE STATION IS THE TOP CENTER OF A MAST WHICH IS APPROXIMATELY
 CA1186'2-1/2 MILES SOUTHWEST OF CREWS AND ON THE EAST SIDE OF FARM
 CA1186'ROAD 382.
 CA1186'
 CA1186'THE MAST IS A SLENDER, SILVER STRUCTURE, WITH A SMALL WHIP ANTENNA
 CA1186'ON THE TOP OF THE MAST.  THE MAST IS GUYED AND HAS AN OVERALL
 CA1186'HEIGHT OF 140 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2882 ***********************************************************************
 CS2882  DESIGNATION -  CRIBBS
 CS2882  PID         -  CS2882
 CS2882  STATE/COUNTY-  TX/DALLAS
 CS2882  USGS QUAD   -  CARROLLTON (1981)
 CS2882
 CS2882                         *CURRENT SURVEY CONTROL
 CS2882  ___________________________________________________________________
 CS2882* NAD 83(1993)-  32 55 31.85405(N)    096 59 00.90447(W)     ADJUSTED  
 CS2882* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 CS2882  ___________________________________________________________________
 CS2882  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 CS2882  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CS2882
 CS2882  HORZ ORDER  -  FIRST
 CS2882
 CS2882.The horizontal coordinates were established by classical geodetic methods
 CS2882.and adjusted by the National Geodetic Survey in February 1996..
 CS2882
 CS2882.The orthometric height was scaled from a topographic map.
 CS2882
 CS2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2882
 CS2882.The geoid height was determined by GEOID03.
 CS2882
 CS2882;                    North         East     Units Scale Factor Converg.
 CS2882;SPC TXNC     - 2,140,616.782   741,810.203   MT  0.99987503   +0 49 37.4
 CS2882;SPC TXNC     - 7,023,006.89  2,433,755.64   sFT  0.99987503   +0 49 37.4
 CS2882;UTM  14      - 3,644,833.331   688,539.291   MT  1.00003832   +1 05 46.8
 CS2882
 CS2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2882!SPC TXNC     -   0.99997834  x   0.99987503  =   0.99985337
 CS2882!UTM  14      -   0.99997834  x   1.00003832  =   1.00001666
 CS2882
 CS2882:                Primary Azimuth Mark                     Grid Az
 CS2882:SPC TXNC     -  CRIBBS AZ MK                             025 17 50.6
 CS2882:UTM  14      -  CRIBBS AZ MK                             025 01 41.2
 CS2882
 CS2882|---------------------------------------------------------------------|
 CS2882| PID    Reference Object                     Distance      Geod. Az  |
 CS2882|                                                           dddmmss.s |
 CS2882| AI0268 CRIBBS AZ MK                                       0260728.0 |
 CS2882| CX9364 CRIBBS RM 1                          42.300 METERS 08353     |
 CS2882| CS2893 RADIO STA WFAA WBAP TRANSM TWR      APPROX. 4.1 KM 2601124.8 |
 CS2882| CX9365 CRIBBS RM 2                          38.548 METERS 33345     |
 CS2882| DN1170 LEWISVILLE MUNICIPAL TANK           APPROX.13.6 KM 3551336.3 |
 CS2882|---------------------------------------------------------------------|
 CS2882
 CS2882                          SUPERSEDED SURVEY CONTROL
 CS2882
 CS2882  NAD 83(1993)-  32 55 31.85693(N)    096 59 00.88991(W) AD(       ) 1
 CS2882  NAD 83(1986)-  32 55 31.85958(N)    096 59 00.88840(W) AD(       ) 1
 CS2882  NAD 27      -  32 55 31.41000(N)    096 58 59.86500(W) AD(       ) 1
 CS2882
 CS2882.Superseded values are not recommended for survey control.
 CS2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2882.See file dsdata.txt to determine how the superseded data were derived.
 CS2882
 CS2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8853944833(NAD 83)
 CS2882_MARKER: DS = TRIANGULATION STATION DISK
 CS2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2882
 CS2882  HISTORY     - Date     Condition        Report By
 CS2882  HISTORY     - 1947     MONUMENTED       CGS
 CS2882  HISTORY     - 1959     GOOD             CGS
 CS2882  HISTORY     - 1959     GOOD             CGS
 CS2882  HISTORY     - 1960     GOOD             CGS
 CS2882  HISTORY     - 1963     GOOD             CGS
 CS2882  HISTORY     - 1980     SEE DESCRIPTION  LOCENG
 CS2882  HISTORY     - 1980     GOOD             NGS
 CS2882  HISTORY     - 1987     GOOD             LOCSUR
 CS2882
 CS2882                          STATION DESCRIPTION
 CS2882
 CS2882'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2882'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF GRAND PRAIRIE
 CS2882'AND 5 MILES WEST OF FARMERS BRANCH WHICH IS A SMALL TOWN
 CS2882'ON U.S. HIGHWAY 77.  IT IS 75 FEET EAST-NORTHEAST OF THE
 CS2882'NORTHEAST CORNER OF THE HOUSE AND 24 FEET SOUTH OF A POWER
 CS2882'POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CS2882'CRIBBS 1947.
 CS2882'
 CS2882'REFERENCE MARK NO. 1 IS 138.78 FEET EAST OF THE STATION, 9
 CS2882'FEET SOUTH OF A NORTHWEST FENCE CORNER AND 1 FOOT WEST OF A
 CS2882'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 CS2882'CRIBBS NO. 1 1947.
 CS2882'
 CS2882'REFERENCE MARK NO. 2 IS 126.47 FEET NORTH-NORTHWEST OF THE
 CS2882'STATION, 46 FEET NORTH OF THE CENTERLINE OF ROAD AND 1 FOOT
 CS2882'SOUTH OF FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 CS2882'STAMPED CRIBBS NO. 2 1947.
 CS2882'
 CS2882'THE AZIMUTH MARK IS 0.25 MILE NORTH-NORTHEAST OF THE STATION,
 CS2882'27 FEET WEST OF THE CENTERLINE OF ROAD, 19 FEET SOUTH OF A
 CS2882'SOUTH GATE POST AND 2 FEET SOUTH OF WITNESS POST.
 CS2882'
 CS2882'TO REACH THE STATION FROM THE EASTERNMOST STOP LIGHT ON U.S.
 CS2882'HIGHWAY 80 IN GRAND PRAIRIE, GO NORTH ON WOOD ST. WHICH IS
 CS2882'CALLED THE BELT LINE ROAD FOR 6.4 MILES TO THE JUNCTION WITH
 CS2882'STATE HIGHWAY 183.  CROSS STATE HIGHWAY 183 AND CONTINUE
 CS2882'NORTH ON THE BELT LINE ROAD FOR 4.6 MILES TO THE JUNCTION
 CS2882'WITH STATE HIGHWAY 114.  CROSS STATE HIGHWAY 114 AND CONTINUE
 CS2882'NORTH ON HARD SURFACED ROAD FOR 1.7 MILES TO A T-ROAD RIGHT.
 CS2882'TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.6 MILE TO THE
 CS2882'STATION ON THE SOUTH SIDE OF THE ROAD.
 CS2882'
 CS2882'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1 MILE
 CS2882'TO A T-ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.2 MILE TO
 CS2882'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 CS2882'
 CS2882'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2882
 CS2882                          STATION RECOVERY (1959)
 CS2882
 CS2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2882'THIS STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 CS2882'RECOVERED IN GOOD CONDITION.  THE STATION IS NOW IN A GARDEN
 CS2882'AREA, SOUTH OF HACKBERRY ROAD WHICH IS PAVED AND 0.6 MILE
 CS2882'EAST OF THE JUNCTION OF BELT LINE ROAD AND HACKBERRY.  IT IS
 CS2882'ABOUT 2 MILES SOUTHEAST OF THE TOWN OF COPPELL AND 1.5 MILES
 CS2882'SOUTH OF THE DALLAS POWER COMPANY PLANT AND ACROSS THE POWER
 CS2882'PLANT LAKE, ABOUT 0.3 MILE SOUTH OF THE SOUTH SIDE OF THE LAKE.
 CS2882'
 CS2882'THE AZIMUTH MARK IS AT THE SOUTH EDGE OF THE LAKE IN THE
 CS2882'SOUTHWEST POINT OF THE JUNCTION OF THE ROAD LEADING NORTH
 CS2882'FROM HACKBERRY TO THE LAKE AND A ROAD LEADING WEST AROUND
 CS2882'THE LAKE.  THE MARK PROJECTS 5 INCHES.
 CS2882'
 CS2882'REFERENCE MARK NO. 1 IS IN THE GARDEN AREA AND IS ABOUT 1
 CS2882'INCH BELOW THE SURFACE OF THE GROUND.
 CS2882'
 CS2882'REFERENCE MARK NO. 2 IS AS DESCRIBED.
 CS2882'
 CS2882'TO REACH FROM COPPELL--GO SOUTH AND EAST ON COPPELL ROAD,
 CS2882'1.1 MILES.  THEN GO SOUTH ON BELT LINE 1.6 MILES.  THEN GO
 CS2882'EAST ON HACKBERRY ROAD 0.6 MILE TO THE STATION ON THE RIGHT
 CS2882'ALONG THE EAST SLOPE OF THE DIVIDE AND EAST OF THE CRIBBS FARM
 CS2882'HOUSE, AS DESCRIBED.
 CS2882
 CS2882                          STATION RECOVERY (1959)
 CS2882
 CS2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2882'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CS2882'CONDITION AS DESCRIBED.  UNABLE TO LOCATE REFERENCE MARK NO. 1.
 CS2882
 CS2882                          STATION RECOVERY (1960)
 CS2882
 CS2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 CS2882'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 CS2882'GOOD CONDITION.
 CS2882'
 CS2882'NO SEARCH WAS MADE FOR THE REFERENCE MARKS OR AZIMUTH MARK
 CS2882'AT THIS DATE.
 CS2882
 CS2882                          STATION RECOVERY (1963)
 CS2882
 CS2882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2882'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 CS2882'NO. 2 WERE RECOVERED.  THE STATION MARK AND REFERENCE MARK
 CS2882'NO. 1 ARE IN A GARDEN AREA BOTH MARKS HAVE BEEN HIT BY FARM
 CS2882'MACHINERY AND ARE SLIGHTLY TITLED.  REFERENCE MARK NO. 2 IS
 CS2882'ACROSS THE ROAD FROM THE STATION ALONG THE ROAD RIGHT-OF-WAY.
 CS2882'IT IS IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 CS2882'BUT NOT FOUND.  THE MARK MAY HAVE BEEN DESTROYED WHEN A NEW
 CS2882'CULVERT WAS BUILT IN THE AREA.
 CS2882'
 CS2882'THE 1959 RECOVERY NOTE TO REACH THE STATION AND DESCRIPTION
 CS2882'IS ADEQUATE FOR RECOVERY.
 CS2882
 CS2882                          STATION RECOVERY (1980)
 CS2882
 CS2882'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JN)
 CS2882'CRIBBS 1947, RM 1 TO 2, AZI MK THE STATION AND RMS HAVE BEEN HIT BY
 CS2882'FARM MACHINERY.  MARK IS STABLE HOWEVER 24 INCHES IS ABOVE GROUND.
 CS2882'SUB-MARK NEEDS TO BE BROUGHT UP AND THEN LOWERED.  SURFACE RESET.
 CS2882'
 CS2882'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES S.E. GRAPEVINE.
 CS2882
 CS2882                          STATION RECOVERY (1980)
 CS2882
 CS2882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CS2882'THE STATION AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.  THE
 CS2882'REFERENCE MARKS WERE KNOCKED OUT OF THE GROUND.  THE STATION HAD TO BE
 CS2882'DESTROYED DUE TO CONSTRUCTION.  A NEW STATION, CRIBBS 2, WAS SET AT
 CS2882'THIS TIME.  THE UNDERGROUND WAS LEFT IN PLACE AND MAY NOT BE
 CS2882'DISTURBED DURING CONSTRUCTION.
 CS2882'
 CS2882'THE STATION IS LOCATED 5 MILES NORTHEAST OF THE DALLAS AND FT WORTH
 CS2882'AIRPORT, 3.5 MILES SOUTH OF COPPELL AND ON THE NORTHWEST EDGE OF
 CS2882'IRVING.
 CS2882'
 CS2882'TO REACH THE STATION FROM THE JUNCTION OF BELT LINE ROAD AND COPPELL
 CS2882'ROAD IN THE EAST SIDE OF COPPELL, GO SOUTH ON BELT LINE ROAD FOR
 CS2882'1.65 MILES TO A ROAD LEFT.  TURN LEFT AND GO EAST ON HACKBERRY ROAD
 CS2882'FOR 0.6 MILE TO THE STATION ON THE RIGHT.  CONTINUE ON HACKBERRY ROAD
 CS2882'FOR 0.1 MILE TO H SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A PAVED
 CS2882'ROAD FOR 0.25 MILE TO A T-ROAD AND THE AZIMUTH MARK AS DESCRIBED.
 CS2882'
 CS2882'THE STATION IS A STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF
 CS2882'CONCRETE 36 INCHES BELOW THE GROUND.  THE SURFACE MARK IS
 CS2882'DESTROYED.  THE DISK IS STAMPED---CRIBBS 1947---AND IS 75 FEET EAST
 CS2882'OF A HOUSE, 22 FEET SOUTH OF A DITCH AND IS INSIDE A GARDEN PLOT.
 CS2882'
 CS2882'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 CS2882'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS STAMPED---CRIBBS
 CS2882'1947---.  IT IS 114 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD,
 CS2882'97 FEET NORTH OF A CONCRETE CULVERT, 25 FEET WEST OF A DIM DIRT ROAD
 CS2882'1.5 FEET NORTH OF A METAL WITNESS POST AND ALONG THE SOUTH SHORE OF A
 CS2882'LAKE SERVING A POWER PLANT.
 CS2882
 CS2882                          STATION RECOVERY (1987)
 CS2882
 CS2882'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (WS)
 CS2882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0683 ***********************************************************************
 EN0683  DESIGNATION -  CRIS
 EN0683  PID         -  EN0683
 EN0683  STATE/COUNTY-  TX/CHILDRESS
 EN0683  USGS QUAD   -  CHILDRESS (1981)
 EN0683
 EN0683                         *CURRENT SURVEY CONTROL
 EN0683  ___________________________________________________________________
 EN0683* NAD 83(1993)-  34 24 34.88109(N)    100 10 16.36833(W)     ADJUSTED  
 EN0683* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 EN0683  ___________________________________________________________________
 EN0683  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 EN0683  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EN0683
 EN0683  HORZ ORDER  -  SECOND
 EN0683
 EN0683.The horizontal coordinates were established by classical geodetic methods
 EN0683.and adjusted by the National Geodetic Survey in February 1996..
 EN0683
 EN0683.The orthometric height was scaled from a topographic map.
 EN0683
 EN0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0683
 EN0683.The geoid height was determined by GEOID03.
 EN0683
 EN0683;                    North         East     Units Scale Factor Converg.
 EN0683;SPC TX N     - 1,046,272.386   322,171.367   MT  1.00006436   +0 46 12.3
 EN0683;SPC TX N     - 3,432,645.32  1,056,990.56   sFT  1.00006436   +0 46 12.3
 EN0683;UTM  14      - 3,808,204.780   392,360.261   MT  0.99974281   -0 39 42.9
 EN0683
 EN0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0683!SPC TX N     -   0.99991729  x   1.00006436  =   0.99998164
 EN0683!UTM  14      -   0.99991729  x   0.99974281  =   0.99966012
 EN0683
 EN0683|---------------------------------------------------------------------|
 EN0683| PID    Reference Object                     Distance      Geod. Az  |
 EN0683|                                                           dddmmss.s |
 EN0683| CX7018 CRIS RM 1                            12.616 METERS 09058     |
 EN0683| CX7019 CRIS RM 2                            13.243 METERS 19140     |
 EN0683| CX7017 CRIS AZ MK                                         2702315.8 |
 EN0683| EN0690 CHILDRESS MUN TANK                  APPROX. 5.1 KM 3074157.9 |
 EN0683|---------------------------------------------------------------------|
 EN0683
 EN0683                          SUPERSEDED SURVEY CONTROL
 EN0683
 EN0683  NAD 83(1993)-  34 24 34.88130(N)    100 10 16.36821(W) AD(       ) 2
 EN0683  NAD 83(1986)-  34 24 34.88654(N)    100 10 16.36060(W) AD(       ) 2
 EN0683  NAD 27      -  34 24 34.65832(N)    100 10 14.96162(W) AD(       ) 2
 EN0683
 EN0683.Superseded values are not recommended for survey control.
 EN0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0683.See file dsdata.txt to determine how the superseded data were derived.
 EN0683
 EN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9236008205(NAD 83)
 EN0683_MARKER: DS = TRIANGULATION STATION DISK
 EN0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0683
 EN0683  HISTORY     - Date     Condition        Report By
 EN0683  HISTORY     - 1967     MONUMENTED       CGS
 EN0683
 EN0683                          STATION DESCRIPTION
 EN0683
 EN0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0683'THE STATION IS ABOUT 2-1/4 MILES EAST-SOUTHEAST OF CHILDRESS, 1/4
 EN0683'MILE SOUTH OF U.S. HIGHWAY 287 AND ON THE NORTH SIDE OF AN EAST-WEST
 EN0683'ROAD RIGHT-OF-WAY.
 EN0683'
 EN0683'TO REACH THE STATION FROM THE COURTHOUSE IN CHILDRESS, GO SOUTHEAST
 EN0683'ON U.S. HIGHWAY 287 FOR 2.7 MILES TO A ROAD ON THE RIGHT.  TURN
 EN0683'RIGHT, CROSSING RAILROAD TRACKS AND GO SOUTH 0.1 MILE TO A ROAD ON
 EN0683'THE RIGHT.  TURN RIGHT AND GO WEST ON A GRADED ROAD FOR 0.6 MILE
 EN0683'TO THE CREST OF A RIDGE AND THE STATION ON THE RIGHT.  TO REACH
 EN0683'THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON THE GRADED
 EN0683'ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
 EN0683'
 EN0683'THE STATION MARK IS A STANDARD DISK, STAMPED CRIS 1967, SET IN THE
 EN0683'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0683'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 24.5 FEET NORTH OF THE
 EN0683'CENTERLINE OF THE ROAD AND 2.3 FEET SOUTHWEST OF A FENCE POST WITH
 EN0683'A WITNESS SIGN ATTACHED.
 EN0683'
 EN0683'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRIS NO 1 1967, SET IN
 EN0683'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0683'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 27 FEET NORTH OF
 EN0683'THE CENTERLINE OF THE ROAD AND 1.9 FEET SOUTH OF A FENCE.
 EN0683'
 EN0683'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRIS NO 2 1967, SET IN
 EN0683'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0683'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 20 FEET SOUTH OF THE
 EN0683'ROAD, 13.8 FEET NORTH OF A FENCE AND ABOUT 1 FOOT LOWER IN
 EN0683'ELEVATION THAN THE STATION.
 EN0683'
 EN0683'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRIS 1967, SET IN THE
 EN0683'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EN0683'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 60 FEET SOUTH-SOUTHEAST OF
 EN0683'A TELEPHONE LINE POLE, 32.3 FEET WEST OF A SIGN WATER LINE, 29 FEET
 EN0683'SOUTH OF THE CENTERLINE OF THE ROAD, 16.5 FEET EAST OF A
 EN0683'DRIVEWAY LEADING TO A BARN AND 1.9 FEET NORTH OF A FENCE POST
 EN0683'WITH A WITNESS SIGN ATTACHED.
 EN0683'
 EN0683'THE UNDERGROUND DISK IS SET 37 INCHES BELOW THE GROUND SURFACE.
 EN0683'
 EN0683'WITNESS POSTS WERE SET 2.0 FEET NORTH OF THE STATION MARK AND 1.5
 EN0683'FEET SOUTH OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2674 ***********************************************************************
 CS2674  DESIGNATION -  CRISP
 CS2674  PID         -  CS2674
 CS2674  STATE/COUNTY-  TX/ELLIS
 CS2674  USGS QUAD   -  ENNIS EAST (1978)
 CS2674
 CS2674                         *CURRENT SURVEY CONTROL
 CS2674  ___________________________________________________________________
 CS2674* NAD 83(1993)-  32 21 19.61871(N)    096 35 11.18275(W)     ADJUSTED  
 CS2674* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 CS2674  ___________________________________________________________________
 CS2674  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 CS2674  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CS2674
 CS2674  HORZ ORDER  -  THIRD
 CS2674
 CS2674.The horizontal coordinates were established by classical geodetic methods
 CS2674.and adjusted by the National Geodetic Survey in February 1996..
 CS2674
 CS2674.The orthometric height was scaled from a topographic map.
 CS2674
 CS2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2674
 CS2674.The geoid height was determined by GEOID03.
 CS2674
 CS2674;                    North         East     Units Scale Factor Converg.
 CS2674;SPC TXNC     - 2,078,020.582   780,097.577   MT  0.99994589   +1 02 37.1
 CS2674;SPC TXNC     - 6,817,639.19  2,559,370.13   sFT  0.99994589   +1 02 37.1
 CS2674;UTM  14      - 3,582,396.701   727,118.716   MT  1.00023615   +1 17 32.0
 CS2674
 CS2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2674!SPC TXNC     -   0.99998145  x   0.99994589  =   0.99992734
 CS2674!UTM  14      -   0.99998145  x   1.00023615  =   1.00021759
 CS2674
 CS2674|---------------------------------------------------------------------|
 CS2674| PID    Reference Object                     Distance      Geod. Az  |
 CS2674|                                                           dddmmss.s |
 CS2674| CX9367 CRISP RM 1                           30.632 METERS 15128     |
 CS2674| CX9366 CRISP AZ MK                                        2354307.6 |
 CS2674| CX9368 CRISP RM 2                           16.554 METERS 23939     |
 CS2674|---------------------------------------------------------------------|
 CS2674
 CS2674                          SUPERSEDED SURVEY CONTROL
 CS2674
 CS2674  NAD 83(1986)-  32 21 19.62619(N)    096 35 11.16460(W) AD(       ) 3
 CS2674  NAD 27      -  32 21 19.10600(N)    096 35 10.20700(W) AD(       ) 3
 CS2674
 CS2674.Superseded values are not recommended for survey control.
 CS2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2674.See file dsdata.txt to determine how the superseded data were derived.
 CS2674
 CS2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2711982397(NAD 83)
 CS2674_MARKER: DS = TRIANGULATION STATION DISK
 CS2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2674
 CS2674  HISTORY     - Date     Condition        Report By
 CS2674  HISTORY     - 1947     MONUMENTED       CGS
 CS2674  HISTORY     - 1981     GOOD             LOCENG
 CS2674  HISTORY     - 1981     GOOD             NGS
 CS2674  HISTORY     - 20020126 GOOD             USPSQD
 CS2674
 CS2674                          STATION DESCRIPTION
 CS2674
 CS2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2674'THE STATION IS LOCATED ABOUT 3 MILES EAST-NORTHEAST OF ENNIS
 CS2674'AND 7 MILES SOUTHEAST OF PALMER ON THE RIGHT-OF-WAY OF TEXAS
 CS2674'HIGHWAY 34.  IT IS AT THE SOUTH EDGE OF A COTTON FIELD, 50 FEET
 CS2674'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 7.5 FEET EAST OF
 CS2674'A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS
 CS2674'STAMPED CRISP 1947 AND PROJECTS 6 INCHES.
 CS2674'
 CS2674'REFERENCE MARK NO. 1 IS LOCATED AT THE NORTHWEST CORNER OF A
 CS2674'FARMYARD, ON THE RIGHT-OF-WAY, 50 FEET SOUTH OF THE CENTER LINE
 CS2674'OF TEXAS HIGHWAY 34 AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 CS2674'IT IS STAMPED CRISP NO 1 1947 AND PROJECTS 6 INCHES.
 CS2674'
 CS2674'REFERENCE MARK NO. 2 IS LOCATED ON THE RIGHT-OF-WAY, 50 FEET
 CS2674'NORTH OF THE CENTER LINE OF TEXAS HIGHWAY 34 AND 23 FEET EAST
 CS2674'OF A LIGHT POLE.  IT IS STAMPED CRISP NO 2 1947 AND PROJECTS 6
 CS2674'INCHES.
 CS2674'
 CS2674'AZIMUTH MARK IS LOCATED AT THE SOUTH EDGE OF A COTTON FIELD ON THE
 CS2674'RIGHT-OF-WAY, 48 FEET NORTH OF THE CENTER LINE OF TEXAS HIGHWAY
 CS2674'34, AND 3 FEET EAST OF A 4-INCH SQUARE WOODEN WITNESS POST
 CS2674'PROJECTING 2 FEET.  IT IS STAMPED CRISP 1947 AND PROJECTS 6
 CS2674'INCHES.
 CS2674'
 CS2674'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND TEXAS HIGHWAY
 CS2674'34 IN ENNIS, GO NORTHEAST ON HIGHWAY 34 FOR 2.3 MILES TO THE
 CS2674'AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.5 MILE TO THE STATION ON
 CS2674'THE LEFT AS DESCRIBED.
 CS2674
 CS2674                          STATION RECOVERY (1981)
 CS2674
 CS2674'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JN)
 CS2674'CRISP RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS2674'
 CS2674'RM 1 AND RM 2 - FAIR- EROSION HAS EXPOSED THE MARKS AND PROJECTION
 CS2674'IS 12 INCHES.
 CS2674'
 CS2674'AZI MK - FAIR- EROSION HAS EXPOSED THE MARKS AND PROJECTION IS 12
 CS2674'INCHES.
 CS2674'
 CS2674'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI. N.E. ENNIS.
 CS2674
 CS2674                          STATION RECOVERY (1981)
 CS2674
 CS2674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CS2674'THE STATION WAS FOUND TO BE IN VERY GOOD CONDITION AS WAS THE AZIMUTH
 CS2674'MARK AND REFERENCE MARK 2.  REFERENCE MARK 1 NEEDED SOME REPAIRS DUE
 CS2674'TO THE CONCRETE BEING BROKEN AWAY FROM THE DISK ON THE NORTH SIDE OF
 CS2674'THE MARK.  THE MARK WAS REPAIRED AT THIS TIME AND MEASUREMENTS WERE
 CS2674'MADE FROM BOTH REFERENCES TO THE STATION.  THE MEASUREMENTS CHECKED
 CS2674'WITH THE 1947 DATA.  THE STATION COULD NOT BE OCCUPIED WITHOUT
 CS2674'TEARING DOWN A FENCE.
 CS2674'
 CS2674'THE U.S. HIGHWAY 75 MENTIONED IN THE DESCRIPTION OF 1947 SHOULD BE
 CS2674'BUSINESS HIGHWAY 75.
 CS2674
 CS2674                          STATION RECOVERY (2002)
 CS2674
 CS2674'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAS)
 CS2674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1991 ***********************************************************************
 FL1991  DESIGNATION -  CRISP
 FL1991  PID         -  FL1991
 FL1991  STATE/COUNTY-  TX/DONLEY
 FL1991  USGS QUAD   -  ALANREED (1976)
 FL1991
 FL1991                         *CURRENT SURVEY CONTROL
 FL1991  ___________________________________________________________________
 FL1991* NAD 83(1993)-  35 07 44.83163(N)    100 44 15.94278(W)     ADJUSTED  
 FL1991* NAVD 88     -       880.83   (+/-2cm)    2889.9    (feet)  VERTCON   
 FL1991  ___________________________________________________________________
 FL1991  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 FL1991  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1991
 FL1991  HORZ ORDER  -  THIRD
 FL1991  VERT ORDER  -  THIRD ? (See Below)
 FL1991
 FL1991.The horizontal coordinates were established by classical geodetic methods
 FL1991.and adjusted by the National Geodetic Survey in February 1996..
 FL1991
 FL1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1991.The vertical order pertains to the NGVD 29 superseded value.
 FL1991
 FL1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1991
 FL1991.The geoid height was determined by GEOID03.
 FL1991
 FL1991;                    North         East     Units Scale Factor Converg.
 FL1991;SPC TX N     - 1,125,528.658   269,467.837   MT  0.99992350   +0 26 30.3
 FL1991;SPC TX N     - 3,692,671.94    884,079.06   sFT  0.99992350   +0 26 30.3
 FL1991;UTM  14      - 3,888,744.007   341,667.583   MT  0.99990896   -1 00 00.5
 FL1991
 FL1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1991!SPC TX N     -   0.99986591  x   0.99992350  =   0.99978942
 FL1991!UTM  14      -   0.99986591  x   0.99990896  =   0.99977488
 FL1991
 FL1991|---------------------------------------------------------------------|
 FL1991| PID    Reference Object                     Distance      Geod. Az  |
 FL1991|                                                           dddmmss.s |
 FL1991| CK8441 CRISP RM 1                            7.153 METERS 08937     |
 FL1991| CK8442 CRISP RM 2                            7.404 METERS 17643     |
 FL1991| CK8440 CRISP AZ MK                                        2182128.9 |
 FL1991|---------------------------------------------------------------------|
 FL1991
 FL1991                          SUPERSEDED SURVEY CONTROL
 FL1991
 FL1991  NAD 83(1993)-  35 07 44.83320(N)    100 44 15.94202(W) AD(       ) 3
 FL1991  NAD 83(1986)-  35 07 44.83502(N)    100 44 15.93425(W) AD(       ) 3
 FL1991  NAD 27      -  35 07 44.65300(N)    100 44 14.43000(W) AD(       ) 3
 FL1991  NGVD 29 (07/19/86)  880.45   (m)         2888.6    (f) LEVELING    3  
 FL1991
 FL1991.Superseded values are not recommended for survey control.
 FL1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1991.See file dsdata.txt to determine how the superseded data were derived.
 FL1991
 FL1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4166888744(NAD 83)
 FL1991_MARKER: DS = TRIANGULATION STATION DISK
 FL1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1991
 FL1991  HISTORY     - Date     Condition        Report By
 FL1991  HISTORY     - 1951     MONUMENTED       CGS
 FL1991  HISTORY     - 1958     GOOD             USGS
 FL1991
 FL1991                          STATION DESCRIPTION
 FL1991
 FL1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1991'THE STATION IS LOCATED ABOUT 11 MILES AIR LINE SOUTHWEST OF
 FL1991'MC LEAN.  10.5 MILES EAST-SOUTHEAST OF JERICHO.  6.5 MILES
 FL1991'SOUTH OF ALANREED.  0.25 MILE EAST OF SOME OLD FARM BUILDINGS
 FL1991'AND A WINDMILL.  12 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 FL1991'AND ON THE HIGHEST PART OF A KNOLL.  THE STATION MARK, STAMPED
 FL1991'CRISP 1951, IS A BRONZE DISK SET IN A SQUARE CONCRETE POST THAT
 FL1991'IS FLUSH WITH THE GROUND AND IT IS 8 FEET EAST OF A WHITE
 FL1991'WITNESS POST.
 FL1991'
 FL1991'REFERENCE MARK NO. 1, STAMPED CRISP NO 1 1951, IS A BRONZE DISK
 FL1991'SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 FL1991'IT IS 12 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 FL1991'
 FL1991'REFERENCE MARK NO. 2, STAMPED CRISP NO 2 1951, IS A BRONZE
 FL1991'DISK SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 FL1991'AND IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 FL1991'
 FL1991'THE AZIMUTH MARK, STAMPED CRISP 1951, IS A BRONZE DISK SET IN
 FL1991'A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 FL1991'0.2 MILE SOUTH OF THE OLD FARM BUILDINGS.  30 FEET EAST OF THE
 FL1991'CENTER OF THE DIRT ROAD.  7 FEET SOUTHEAST OF A WHITE WITNESS
 FL1991'POST AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 FL1991'
 FL1991'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN ALANREED GO
 FL1991'EAST ON U.S. HIGHWAY 66 FOR 0.7 MILE TO A CROSSROAD ON THE
 FL1991'TOP OF A HILL.  TURN RIGHT, SOUTH, AND FOLLOW THE MAIN TRAVELED
 FL1991'ROAD FOR 6.0 MILES TO A POINT WHERE THE MAIN ROAD TURNS LEFT
 FL1991'AND THERE IS A CATTLE GUARD STRAIGHT AHEAD.  TURN SOUTH ON THE
 FL1991'MAIN TRAVELED ROAD AND GO 0.8 MILE TO SOME OLD FARM BUILDINGS ON
 FL1991'THE RIGHT AND A GATE ON THE LEFT.  (TO REACH THE AZIMUTH MARK
 FL1991'FROM HERE CONTINUE SOUTH FOR 0.2 MILE TO THE MARK ON THE
 FL1991'LEFT.) TURN LEFT THROUGH THE GATE AND FOLLOW THE TRACK ROAD
 FL1991'FOR 0.25 MILE TO THE TOP OF THE KNOLL AND THE STATION ON THE
 FL1991'RIGHT.
 FL1991
 FL1991                          STATION RECOVERY (1958)
 FL1991
 FL1991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FL1991'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1991'
 FL1991'STATION MARK--USC AND GS BRONZE DISK STAMPED---CRISP 1951---, SET IN
 FL1991'A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0887 ***********************************************************************
 CB0887  DESIGNATION -  CRISTOVAL HALLIBURTON MAST
 CB0887  PID         -  CB0887
 CB0887  STATE/COUNTY-  TX/TOM GREEN
 CB0887  USGS QUAD   -  COLD CREEK SPRING (1972)
 CB0887
 CB0887                         *CURRENT SURVEY CONTROL
 CB0887  ___________________________________________________________________
 CB0887* NAD 83(1993)-  31 09 57.54892(N)    100 35 45.18701(W)     ADJUSTED  
 CB0887* NAVD 88     -                                                        
 CB0887  ___________________________________________________________________
 CB0887  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CB0887  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CB0887
 CB0887  HORZ ORDER  -  THIRD
 CB0887
 CB0887.The horizontal coordinates were established by classical geodetic methods
 CB0887.and adjusted by the National Geodetic Survey in February 1996..
 CB0887
 CB0887
 CB0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0887
 CB0887.The geoid height was determined by GEOID03.
 CB0887
 CB0887;                    North         East     Units Scale Factor Converg.
 CB0887;SPC TX C     - 3,166,236.975   674,971.588   MT  0.99988585   -0 08 06.8
 CB0887;SPC TX C     -10,387,895.81  2,214,469.28   sFT  0.99988585   -0 08 06.8
 CB0887;UTM  14      - 3,449,093.964   347,902.449   MT  0.99988535   -0 49 33.8
 CB0887
 CB0887                          SUPERSEDED SURVEY CONTROL
 CB0887
 CB0887  NAD 83(1986)-  31 09 57.55691(N)    100 35 45.17221(W) AD(       ) 4
 CB0887  NAD 27      -  31 09 56.94407(N)    100 35 43.81754(W) AD(       ) 3
 CB0887
 CB0887.Superseded values are not recommended for survey control.
 CB0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0887.See file dsdata.txt to determine how the superseded data were derived.
 CB0887
 CB0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4790249094(NAD 83)
 CB0887_MARKER: 44 = MICROWAVE MAST
 CB0887
 CB0887  HISTORY     - Date     Condition        Report By
 CB0887  HISTORY     - 1968     FIRST OBSERVED   CGS
 CB0887
 CB0887                          STATION DESCRIPTION
 CB0887
 CB0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0887'THE STATION IS THE RED LIGHT ATOP THE CHRISTOVAL, HALLIBURTON
 CB0887'COMPANY MICROWAVE MAST AND IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST
 CB0887'OF CHRISTOVAL.  THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED
 CB0887'IN ALTERNATE BANDS OF RED AND WHITE WITH TWO MICROWAVE SCREENS
 CB0887'JUST BELOW THE TOP, AND 150 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1031 ***********************************************************************
 CU1031  DESIGNATION -  CRISWELL
 CU1031  PID         -  CU1031
 CU1031  STATE/COUNTY-  TX/SCURRY
 CU1031  USGS QUAD   -  MAVERICK CREEK (1969)
 CU1031
 CU1031                         *CURRENT SURVEY CONTROL
 CU1031  ___________________________________________________________________
 CU1031* NAD 83(1993)-  32 54 07.38688(N)    100 46 04.35830(W)     ADJUSTED  
 CU1031* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 CU1031  ___________________________________________________________________
 CU1031  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 CU1031  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CU1031
 CU1031  HORZ ORDER  -  SECOND
 CU1031
 CU1031.The horizontal coordinates were established by classical geodetic methods
 CU1031.and adjusted by the National Geodetic Survey in February 1996..
 CU1031
 CU1031.The orthometric height was scaled from a topographic map.
 CU1031
 CU1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1031
 CU1031.The geoid height was determined by GEOID03.
 CU1031
 CU1031;                    North         East     Units Scale Factor Converg.
 CU1031;SPC TXNC     - 2,139,281.282   387,868.490   MT  0.99987601   -1 14 12.8
 CU1031;SPC TXNC     - 7,018,625.34  1,272,531.87   sFT  0.99987601   -1 14 12.8
 CU1031;UTM  14      - 3,641,814.378   334,659.194   MT  0.99993709   -0 57 37.9
 CU1031
 CU1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1031!SPC TXNC     -   0.99989272  x   0.99987601  =   0.99976874
 CU1031!UTM  14      -   0.99989272  x   0.99993709  =   0.99982981
 CU1031
 CU1031|---------------------------------------------------------------------|
 CU1031| PID    Reference Object                     Distance      Geod. Az  |
 CU1031|                                                           dddmmss.s |
 CU1031| CX7021 CRISWELL RM 1                        13.495 METERS 01136     |
 CU1031| CX7020 CRISWELL AZ MK                                     1743014.1 |
 CU1031| CU1042 DERMOTT SW BELL TEL CO MAST         APPROX.14.5 KM 2640834.1 |
 CU1031| CX7022 CRISWELL RM 2                        16.685 METERS 27519     |
 CU1031| CU1041 DERMOTT ATT MICROWAVE               APPROX.14.9 KM 2990440.3 |
 CU1031|---------------------------------------------------------------------|
 CU1031
 CU1031                          SUPERSEDED SURVEY CONTROL
 CU1031
 CU1031  NAD 83(1993)-  32 54 07.39071(N)    100 46 04.35132(W) AD(       ) 2
 CU1031  NAD 83(1986)-  32 54 07.39209(N)    100 46 04.34940(W) AD(       ) 2
 CU1031  NAD 27      -  32 54 07.02214(N)    100 46 02.92788(W) AD(       ) 2
 CU1031
 CU1031.Superseded values are not recommended for survey control.
 CU1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1031.See file dsdata.txt to determine how the superseded data were derived.
 CU1031
 CU1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB3465941814(NAD 83)
 CU1031_MARKER: DS = TRIANGULATION STATION DISK
 CU1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1031
 CU1031  HISTORY     - Date     Condition        Report By
 CU1031  HISTORY     - 1968     MONUMENTED       CGS
 CU1031
 CU1031                          STATION DESCRIPTION
 CU1031
 CU1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1031'STATION IS LOCATED ABOUT 18.0 MILES WEST OF ROTAN, 15.0 MILES
 CU1031'NORTHEAST OF SNYDER AND 10-1/2 MILES NORTH-NORTHWEST OF THE
 CU1031'VILLAGE OF CAMP SPRINGS.
 CU1031'
 CU1031'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND 180 AT
 CU1031'THE NORTHWEST CORNER OF THE SQUARE IN SNYDER, GO NORTH ON
 CU1031'U.S. HIGHWAY 84 FOR 0.8 MILE TO A TRAFFIC LIGHT, TURN RIGHT
 CU1031'AND GO EAST ON 13TH STREET FOR 0.9 MILE TO A T-ROAD, TURN
 CU1031'LEFT AND GO NORTH ON AVENUE E FOR 0.35 MILE TO A PAVED
 CU1031'CROSSROAD, TURN RIGHT AND GO EAST ON FARM ROAD 1673 6.65 MILES
 CU1031'TO A MICROWAVE TOWER ON THE RIGHT, CONTINUE EAST ON THE ROAD
 CU1031'FOR 0.6 MILE TO A PAVED SIDE ROAD LEFT, TURN LEFT AND GO NORTH
 CU1031'ON THE PAVED ROAD FOR 5.65 MILES TO WHERE PAVED ROAD TURNS
 CU1031'RIGHT, TURN RIGHT AND FOLLOW PAVED ROAD FOR 4.25 MILES TO A FORK
 CU1031'AND THE END OF PAVED ROAD, KEEP LEFT FORK AND CONTINUE NORTH ON
 CU1031'A BLADED ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT AND SIGN J.S.
 CU1031'CRISWELL RANCH, CONTINUE NORTH ON THE ROAD FOR 0.45 MILE TO A GATE
 CU1031'IN A FENCE CORNER WHERE THE ROAD TURNS TO THE RIGHT, PASS THROUGH
 CU1031'THE GATE AND CONTINUE NORTH ON TRACK ROAD FOR 0.05 MILE TO
 CU1031'A FORK, KEEP LEFT FORK FOR 0.35 MILE TO A BLADED ROAD, TURN
 CU1031'LEFT AND GO SOUTH ON THE BLADED ROAD FOR 0.3 MILE TO A FORK, KEEP
 CU1031'THE RIGHT FORK FOR 0.05 MILE TO A GATE, PASS THROUGH THE GATE
 CU1031'AND FOLLOW THE ROAD FOR 0.45 MILE TO A STOCK POND ON THE RIGHT,
 CU1031'CONTINUE NORTH ON THE BLADED ROAD FOR 0.55 MILE TO A BOARD
 CU1031'GATE, PASS THROUGH THE GATE AND CONTINUE NORTHERLY ON THE
 CU1031'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON
 CU1031'THE ROAD FOR 0.1 MILE TO A TRACK ROAD RIGHT, TURN RIGHT AND
 CU1031'CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.2 MILE TO THE TOP OF
 CU1031'THE RIDGE AND THE STATION.
 CU1031'
 CU1031'STATION MARK IS A STANDARD DISK, STAMPED CRISWELL 1968,
 CU1031'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 CU1031'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS LOCATED
 CU1031'ON THE HIGHEST PART AND NEAR THE SOUTHEAST END OF A RIDGE.
 CU1031'
 CU1031'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRISWELL NO 1 1968,
 CU1031'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 CU1031'ABOUT 8 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 1 FOOT
 CU1031'LOWER THAN THE STATION.
 CU1031'
 CU1031'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRISWELL NO 2 1968,
 CU1031'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 CU1031'ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT THE SAME
 CU1031'ELEVATION AS THE STATION.
 CU1031'
 CU1031'AZIMUTH MARK IS A STANDARD DISK, STAMPED CRISWELL 1968, SET IN
 CU1031'THE TOP OF A 12-INCH ROUND CONCRETE POST.  IT IS 11 FEET WEST
 CU1031'OF THE CENTER OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0656 ***********************************************************************
 AW0656  DESIGNATION -  CROCKETT
 AW0656  PID         -  AW0656
 AW0656  STATE/COUNTY-  TX/GALVESTON
 AW0656  USGS QUAD   -  GALVESTON (1994)
 AW0656
 AW0656                         *CURRENT SURVEY CONTROL
 AW0656  ___________________________________________________________________
 AW0656* NAD 83(1986)-  29 16 22.     (N)    094 48 55.     (W)     SCALED    
 AW0656* NAVD 88     -         4.80   (+/-2cm)      15.7    (feet)  VERTCON   
 AW0656  ___________________________________________________________________
 AW0656  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0656
 AW0656  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0656
 AW0656.The horizontal coordinates were scaled from a topographic map and have
 AW0656.an estimated accuracy of +/- 6 seconds.
 AW0656
 AW0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0656.The vertical order pertains to the NGVD 29 superseded value.
 AW0656
 AW0656.The geoid height was determined by GEOID03.
 AW0656
 AW0656;                    North         East    Units  Estimated Accuracy
 AW0656;SPC TXSC     - 4,166,800.    1,006,540.      MT  (+/- 180 meters Scaled)
 AW0656
 AW0656                          SUPERSEDED SURVEY CONTROL
 AW0656
 AW0656  NGVD 29 (??/??/92)    4.795  (m)           15.73   (f) ADJ UNCH    1 2
 AW0656
 AW0656.Superseded values are not recommended for survey control.
 AW0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0656.See file dsdata.txt to determine how the superseded data were derived.
 AW0656
 AW0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN236395(NAD 83)
 AW0656_MARKER: DS = TRIANGULATION STATION DISK
 AW0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0656_STAMPING: CROCKETT 1942
 AW0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0656+STABILITY: SURFACE MOTION
 AW0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0656+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0656
 AW0656  HISTORY     - Date     Condition        Report By
 AW0656  HISTORY     - 1942     MONUMENTED       CGS
 AW0656  HISTORY     - 1951     GOOD             CGS
 AW0656  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW0656  HISTORY     - 1964     MARK NOT FOUND   CGS
 AW0656  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW0656  HISTORY     - 1973     GOOD             NGS
 AW0656  HISTORY     - 1974     MARK NOT FOUND   NGS
 AW0656  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0656  HISTORY     - 1979     MARK NOT FOUND   NGS
 AW0656  HISTORY     - 1989     GOOD             USPSQD
 AW0656  HISTORY     - 19940326 GOOD             USPSQD
 AW0656  HISTORY     - 20041210 GOOD             USPSQD
 AW0656  HISTORY     - 20051214 GOOD             USPSQD
 AW0656
 AW0656                          STATION DESCRIPTION
 AW0656
 AW0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (HCA)
 AW0656'THE STATION IS LOCATED AT FORT CROCKETT, ABOUT 145 FEET SOUTHWEST
 AW0656'OF THE FENCE THAT ENCLOSES BATTERY IGARD, ABOUT 48.5 FEET NORTHWEST
 AW0656'OF THE SEAWALL, ABOUT 46 FEET NORTHEAST OF THE APEX OF ANGLE
 AW0656'FORMED BY THE INTERSECTION OF CONCRETE DRIVE AND SEAWALL DRIVE,
 AW0656'9 FEET NORTHWEST OF THE NORTHWEST CURB OF SEAWALL DRIVE AND
 AW0656'8.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF CONCRETE ROAD THAT
 AW0656'INTERSECTS WITH THE SEAWALL DRIVE.
 AW0656'
 AW0656'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND IS STANDARD
 AW0656'DISK SET IN DRILL HOLE IN SEAWALL.
 AW0656'
 AW0656'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND IS STANDARD
 AW0656'DISK SET IN DRILL HOLE IN SEAWALL.
 AW0656'
 AW0656'HEIGHT OF LIGHT ABOVE STATION MARK 6.1 METERS.
 AW0656
 AW0656                          STATION RECOVERY (1951)
 AW0656
 AW0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 AW0656'2.05 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE BUCCANEER
 AW0656'HOTEL AT GALVESTON, 157 FEET WEST OF THE WEST CORNER OF A COAST
 AW0656'ARTILLERY BATTERY, 48.5 FEET NORTHWEST OF THE SOUTHEAST EDGE OF
 AW0656'THE SEA WALL, 8.2 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE
 AW0656'BEACH BOULEVARD, 9 FEET NORTHWEST OF THE NORTHWEST CURB OF A
 AW0656'BRICK ROAD LEADING TO THE ARTILLERY BATTERY, A TRIANGULATION
 AW0656'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AW0656'WITH THE GROUND, STAMPED CROCKETT 1942.
 AW0656'
 AW0656'CROCKETT R.M. 1 IS 114.6 FEET EAST OF TRIANGULATION STATION
 AW0656'CROCKETT 1942, 45 FEET SOUTHWEST OF A COAST ARTILLERY BATTERY,
 AW0656'A REFERENCE MARK DISK SET IN THE TOP OF THE CENTER OF THE SEA
 AW0656'WALL, STAMPED CROCKETT NO 1 1942.
 AW0656'
 AW0656'CROCKETT R.M. 2 IS 60 FEET SOUTH OF TRIANGULATION STATION
 AW0656'CROCKETT 1942, 184 FEET SOUTHWEST OF THE WEST CORNER OF A COAST
 AW0656'ARTILLERY BATTERY, A REFERENCE MARK DISK SET IN THE TOP OF THE
 AW0656'SEA WALL, STAMPED CROCKETT NO 2 1942.
 AW0656
 AW0656                          STATION RECOVERY (1960)
 AW0656
 AW0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW0656'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW0656'
 AW0656'A NEW DESCRIPTION FOLLOWS.  LOCATED IN THE SOUTHWEST PART OF
 AW0656'GALVESTON, 0.8 MILE NORTHEAST ALONG SEAWALL BOULEVARD FROM ITS
 AW0656'INTERSECTION WITH 61ST. STREET, ON THE OLD FT. CROCKETT
 AW0656'RESERVATION, AT A POINT WHERE THE BOULEVARD NARROWS TO A TWO
 AW0656'LANE DRIVE.  STATION IS IN THE GRASS ISLAND BETWEEN THE BOULEVARD
 AW0656'AND A DRIVEOUT TO ONE OF THE GUN EMPLACEMENTS OF FT. CROCKETT.
 AW0656'STATION IS IN THE CENTER OF THE ISLAND, 48.9 FEET NORTH OF THE
 AW0656'EDGE OF THE SEAWALL AND 46.2 FEET NORTHEAST OF THE SOUTHWEST
 AW0656'END OF THE ISLAND.  A STANDARD DISK STAMPED CROCKETT 1942
 AW0656'IN TOP OF A 12 INCH MONUMENT FLUSH WITH THE GROUND.
 AW0656'
 AW0656'RM 1 IS 114.72 FEET EAST OF THE STATION IN THE TOP OF THE
 AW0656'SEAWALL.  A STANDARD DISK STAMPED CROCKETT NO. 1 1942 SET IN
 AW0656'A DRILL HOLE.
 AW0656'
 AW0656'RM 2 IS 57.19 FEET SOUTH OF THE STAITON IN THE TOP OF THE SEAWALL.
 AW0656'A STANDARD DISK STAMPED CROCKETT NO 2 1942 SET IN A DRILL HOLE.
 AW0656
 AW0656                          STATION RECOVERY (1964)
 AW0656
 AW0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0656'THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AW0656'
 AW0656'R.M. 1 IS 2.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM
 AW0656'THE MOODY CENTER OF GALVESTON, 115 FEET SOUTHEAST OF THE CENTER
 AW0656'LINE OF THE BOULEVARD, 139-1/2 FEET NORTHEAST OF R.M. 2, SET
 AW0656'IN THE CENTER OF THE TOP OF THE CONCRETE SEA WALL, 45 FEET
 AW0656'SOUTHWEST OF A CONCRETE STRUCTURE WHICH IS THE REMAINS OF AN OLD
 AW0656'GUN EMPLACEMENT AND IS NOW USED AS A SCENIC VIEWING AREA,
 AW0656'2.3 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE PATIO
 AW0656'OF A PICNIC AREA, AND ABOUT LEVEL WITH THE BOULEVARD.
 AW0656'
 AW0656'R.M. 2 IS 87 FEET SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD,
 AW0656'139-1/2 FEET SOUTHWEST OF CROCKETT R.M. 1, 2.3 FEET SOUTHEAST
 AW0656'OF THE SOUTHEAST EDGE OF A LARGE CONCRETE PATIO FOR A PICNIC
 AW0656'AREA, SET IN THE CENTER OF THE TOP OF THE CONCRETE SEA WALL,
 AW0656'AND ABOUT LEVEL WITH THE BOULEVARD.
 AW0656
 AW0656                          STATION RECOVERY (1973)
 AW0656
 AW0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JT)
 AW0656'THE REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 AW0656'AND LEVELED OVER IN 1973.  THE STATION WAS NOT RECOVERED.
 AW0656'
 AW0656'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED CROCKETT NO 1
 AW0656'1942.  AT GALVESTON, ALONG SEAWALL BOULVARD, 73.1 FEET SOUTHEAST
 AW0656'OF THE SOUTHEAST CURB OF THE BOULEVARD.  IN THE TOP OF A CONCRETE
 AW0656'SEAWALL.
 AW0656'
 AW0656'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED CROCKETT NO
 AW0656'2 1942.  139.6 FEET SOUTHWEST OF R.M. 1, 45.0 FEET SOUTHEAST OF
 AW0656'THE SOUTHEAST CURB OF THE BOULEVARD, IN THE TOP OF A CONCRETE
 AW0656'SEAWALL.
 AW0656
 AW0656                          STATION RECOVERY (1973)
 AW0656
 AW0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0656'2.05 MI SW FROM GALVESTON.
 AW0656'2.05 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE BUCCANEER HOTEL
 AW0656'AT GALVESTON, 157 FEET WEST OF THE WEST CORNER OF A COAST ARTILLERY
 AW0656'BATTERY, 48.5 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE SEA WALL,
 AW0656'8.2 FEET SOUTH EAST OF THE SOUTHEAST CURB OF THE BEACH BOULEVARD, 9
 AW0656'FEET NORTHWEST OF THE NORTHWEST CURB OF A BRICK ROAD LEADING TO THE
 AW0656'ARTILLERY BATTERY, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AW0656'WITH THE GROUND.
 AW0656
 AW0656                          STATION RECOVERY (1974)
 AW0656
 AW0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW0656'THE STATION WAS SEARCHED FOR AND NOT FOUND.  CROCKETT 2 WAS
 AW0656'ESTABLISHED AT THIS TIME.  REFERENCE MARKS 1 AND 2 WERE RECOVERED
 AW0656'AS DESCRIBED.
 AW0656'
 AW0656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTHWEST
 AW0656'PART OF GALVESTON
 AW0656
 AW0656                          STATION RECOVERY (1978)
 AW0656
 AW0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0656'SEARCHED FOR NOT RECOVERED, BOULEVARD HAS BEEN WIDENED, NOT
 AW0656'RECOVERED IN 1964 OR 1973.
 AW0656
 AW0656                          STATION RECOVERY (1979)
 AW0656
 AW0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW0656'STATION MARK LOST, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2
 AW0656'RECOVERED IN GOOD CONDITION.
 AW0656'
 AW0656'DISK STAMPED CROCKETT 2, 1974, WAS FOUND IN SAME GENERAL AREA AS
 AW0656'STATION CROCKETT, BUT NO DESCRIPTION OR POSITION AVAILABLE.
 AW0656'DISTANCE FROM CROCKETT 2 TO REFERENCE MARK NO 1 IS 114.67 FEET.
 AW0656'DISTANCE TO REFERENCE MARK NO 2 IS 57.16 FEET.
 AW0656'
 AW0656'RECOVERY NOTE BY JKW IN 1960 IS OTHERWISE ADEQUATE.
 AW0656'
 AW0656'DESCRIBED--RAH
 AW0656'
 AW0656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW0656
 AW0656                          STATION RECOVERY (1989)
 AW0656
 AW0656'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0656'RECOVERED IN GOOD CONDITION.
 AW0656
 AW0656                          STATION RECOVERY (1994)
 AW0656
 AW0656'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0656'RECOVERED IN GOOD CONDITION.
 AW0656
 AW0656                          STATION RECOVERY (2004)
 AW0656
 AW0656'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0656'RECOVERED IN GOOD CONDITION.
 AW0656
 AW0656                          STATION RECOVERY (2005)
 AW0656
 AW0656'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0656'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0547 ***********************************************************************
 BO0547  DESIGNATION -  CROCKETT
 BO0547  PID         -  BO0547
 BO0547  STATE/COUNTY-  TX/CROCKETT
 BO0547  USGS QUAD   -  OWENS CREEK NE (1967)
 BO0547
 BO0547                         *CURRENT SURVEY CONTROL
 BO0547  ___________________________________________________________________
 BO0547* NAD 83(1993)-  30 55 23.65069(N)    101 34 18.43264(W)     ADJUSTED  
 BO0547* NAVD 88     -       838.0    (meters)    2749.     (feet)  VERTCON   
 BO0547  ___________________________________________________________________
 BO0547  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BO0547  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 BO0547
 BO0547  HORZ ORDER  -  FIRST
 BO0547
 BO0547.The horizontal coordinates were established by classical geodetic methods
 BO0547.and adjusted by the National Geodetic Survey in February 1996..
 BO0547
 BO0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0547
 BO0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0547
 BO0547.The geoid height was determined by GEOID03.
 BO0547
 BO0547;                    North         East     Units Scale Factor Converg.
 BO0547;SPC TX C     - 3,139,955.737   581,644.104   MT  0.99988267   -0 38 16.4
 BO0547;SPC TX C     -10,301,671.45  1,908,277.36   sFT  0.99988267   -0 38 16.4
 BO0547;UTM  14      - 3,423,930.171   254,245.962   MT  1.00034506   -1 19 20.2
 BO0547
 BO0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0547!SPC TX C     -   0.99987217  x   0.99988267  =   0.99975485
 BO0547!UTM  14      -   0.99987217  x   1.00034506  =   1.00021718
 BO0547
 BO0547:                Primary Azimuth Mark                     Grid Az
 BO0547:SPC TX C     -  WINDMILL NORTH OF STA CROCKETT           008 30 58.9
 BO0547:UTM  14      -  WINDMILL NORTH OF STA CROCKETT           009 12 02.7
 BO0547
 BO0547|---------------------------------------------------------------------|
 BO0547| PID    Reference Object                     Distance      Geod. Az  |
 BO0547|                                                           dddmmss.s |
 BO0547| BO0546 WINDMILL NORTH OF STA CROCKETT      APPROX. 1.3 KM 0075242.5 |
 BO0547| CH8703 CROCKETT RM 1 AZIMUTH               129.784 METERS 10608     |
 BO0547| CH9767 TIP OF WINDMILL                                    1093222.2 |
 BO0547| CH8702 CROCKETT AZ MK                                     1480628.0 |
 BO0547| CH9768 TIP OF WOODEN WINDMILL                             1785520.7 |
 BO0547| CH8705 CROCKETT RM 2                        24.541 METERS 20926     |
 BO0547| BO0550 WINDMILL SW OF STA WORLD            APPROX. 6.9 KM 3001034.8 |
 BO0547| CH8704 CROCKETT RM 1                         9.515 METERS 35450     |
 BO0547|---------------------------------------------------------------------|
 BO0547
 BO0547                          SUPERSEDED SURVEY CONTROL
 BO0547
 BO0547  NAD 83(1986)-  30 55 23.66169(N)    101 34 18.41956(W) AD(       ) 1
 BO0547  NAD 27      -  30 55 23.07500(N)    101 34 16.99400(W) AD(       ) 1
 BO0547  NGVD 29 (07/19/86)  837.7    (m)         2748.     (f) VERT ANG       
 BO0547
 BO0547.Superseded values are not recommended for survey control.
 BO0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0547.See file dsdata.txt to determine how the superseded data were derived.
 BO0547
 BO0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV5424623930(NAD 83)
 BO0547_MARKER: DS = TRIANGULATION STATION DISK
 BO0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0547
 BO0547  HISTORY     - Date     Condition        Report By
 BO0547  HISTORY     - 1932     MONUMENTED       CGS
 BO0547  HISTORY     - 1935     GOOD             CGS
 BO0547  HISTORY     - 1937     GOOD             LOCENG
 BO0547  HISTORY     - 1943     GOOD             CGS
 BO0547  HISTORY     - 1949     GOOD             LOCENG
 BO0547  HISTORY     - 1967     GOOD             CGS
 BO0547
 BO0547                          STATION DESCRIPTION
 BO0547
 BO0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 BO0547'ABOUT 6 MILES, AIRLINE, SOUTH OF THE LITTLE WHITE SCHOOLHOUSE
 BO0547'IN THE POWELL OIL FIELD, 3.7 MILES BY ROAD SOUTH OF THE SOUTH
 BO0547'END OF THE OIL FIELD, ON TOP OF A ROCKY RIDGE, ON LAND OF
 BO0547'UNKNOWN OWNERSHIP, 7.3 METERS (24 FEET) SOUTH AND 9 METERS
 BO0547'(30 FEET) EAST OF THE NORTHWEST CORNER OF A FIELD, 7.3 METERS
 BO0547'(24 FEET) SOUTH AND 15 METERS (49 FEET) WEST OF WEST END OF A
 BO0547'CATTLE GUARD ON THE POWELL-OZONA ROAD.  FOUR METERS (13 FEET)
 BO0547'EAST OF THE EAST END OF THE CATTLE GUARD IS A SOUTHWEST FENCE
 BO0547'CORNER AND A WOODEN GATE.  TO REACH THE STATION FROM THE
 BO0547'SCHOOLHOUSE IN THE POWELL OIL FIELD GO SOUTH ON THE EAST
 BO0547'SIDE TO A CATTLE GUARD AT 0.2 MILE.  CONTINUE SOUTH 1.3
 BO0547'MILES, KEEPING THE MAIN ROAD WHICH BEARS TO THE RIGHT TO A GULF
 BO0547'GASOLINE PUMP.  HERE TAKE THE LEFT FORK DOWN A DRAW 0.6 MILE TO
 BO0547'A CATTLE GUARD.  CROSS THE GUARD AND GO 0.5 MILE TO ANOTHER
 BO0547'CATTLE GUARD.  CROSS THIS GUARD AND BEAR SLIGHTLY TO THE LEFT
 BO0547'AND PASS AROUND THE LEFT SIDE OF A PROMINENT RIDGE TO THE
 BO0547'RIG SHANNON NO. 1, ONE OF THE MOST SOUTHERLY IN THE
 BO0547'FIELD.  FROM THIS RIG GO SOUTH ON THE OZONA ROAD (A DIM
 BO0547'TRAIL) FOR 1.5 MILES TO A CATTLE GUARD.  CROSS GUARD
 BO0547'AND CONTINUE SOUTH FOR 2.2 MILES TO ANOTHER GUARD.  CROSS
 BO0547'GUARD AND TURN WEST TO THE STATION, DISTANT 15 METERS (49 FEET).
 BO0547'SURFACE, AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 BO0547'IN CONCRETE.  REFERENCE MARKS ARE
 BO0547'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 BO0547'IN THE EAST-AND-WEST FENCE LINE, AND 130 YARDS (PACED) FROM
 BO0547'STATION.  NO. 2 IS 2 FEET
 BO0547'EAST OF THE NORTH-AND-SOUTH FENCE LINE, AND 24.54 METERS (80.5
 BO0547'FEET) FROM STATION.  OTHER BEARINGS
 BO0547'FROM STATION ARE--TIP OF WOODEN WINDMILL 1 MILE TO EAST, IN
 BO0547'AN EAST-AND-WEST FENCE LINE, DISTANT 1 MILE S 70 DEG 28 MIN E.
 BO0547'TIO OF WOODEN OIL DERRICK TO THE SOUTH (J.S. TODD, NO. 1),
 BO0547'S 01 DEG 05 MIN E.
 BO0547
 BO0547                          STATION RECOVERY (1935)
 BO0547
 BO0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0547'STATION WAS RECOVERED AS DESCRIBED BY L.G.S. IN 1935.  PREVIOUS
 BO0547'DESCRIPTIONS NOT AVAILABLE.
 BO0547'
 BO0547'STATION IS LOCATED ABOUT SIX MILES S. OF THE POWELL SCHOOL ALONG
 BO0547'THE POWELL-OZONA ROAD, ON TOP OF A ROCKY RIDGE, 48 FT. W. OF
 BO0547'CENTER-LINE OF ROAD, 24 FT. S. OF E.W. FENCE, 29 FT. E. OF N.S.
 BO0547'FENCE.  MARK IS IN EXCELLENT CONDITION.
 BO0547'
 BO0547'R.M. 1 (1932) IS E. OF STATION, SET JUST S. OF E.W. LINE, A
 BO0547'STANDARD TABLET SET IN EXCELLENT CONDITION.
 BO0547'
 BO0547'R.M. 2 (1932) IS S.W. OF THE STATION, SET 1 FT. E. OF N.S.
 BO0547'FENCE LINE, SET ACCORDINGLY, AND IS IN EXCELLENT
 BO0547'CONDITION.
 BO0547'
 BO0547'A NEW R.M. WAS SET N. OF THE STATION, 7 FT. N. OF E.W. FENCE.
 BO0547'MARK IS A STD. TABLET SET ACCORDINGLY, AND STAMPED
 BO0547'CROCKETT NO 1 1935.
 BO0547'
 BO0547'A NEW AZIMUTH MARK WAS ESTABLISHED, A STANDARD TABLET SET IN
 BO0547'OUTCROPPING BEDROCK 1.1 MILE S.S.E. OF STATION ALONG THE
 BO0547'POWELL-OZONA ROAD, ABOUT 25 FT. E. OF ROAD AND JUST N. OF POINT
 BO0547'WHERE ROAD DROPS DOWN INTO VALLEY.
 BO0547
 BO0547                          STATION RECOVERY (1937)
 BO0547
 BO0547'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 BO0547'STATION RECOVERED BY THE GEOPHYSICAL RESEARCH CORP.
 BO0547'
 BO0547'VERY GOOD.  TOWER STILL STANDING.
 BO0547
 BO0547                          STATION RECOVERY (1943)
 BO0547
 BO0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0547'STATION IS LOCATED 20 MILES, BY AIRLINE, SOUTH-SOUTHWEST OF BIG
 BO0547'LAKE, AND 24 MILES, BY AIRLINE, NORTHEAST OF SHEFFIELD, AND
 BO0547'31 MILES, ALSO BY AIRLINE, SOUTHEAST OF RANKIN.
 BO0547'
 BO0547'TO REACH FROM THE STOP LIGHT IN BIG LAKE, GO WEST 4.5 MILES
 BO0547'TO A T ROAD SOUTH AT SIGN HUMBLE PIPE LINE CO.  TURN SOUTH ON
 BO0547'T ROAD SOUTH AT SIGN HARRIS RANCH 18 MILES.  TURN SOUTH AND
 BO0547'FOLLOW MAIN ROAD SOUTHERLY FOR 12.3 MILES TO A CATTLE GUARD AT THE
 BO0547'ENTRANCE TO THE POWELL OIL FIELD.  CROSS CATTLE GUARD AND
 BO0547'CONTINUE SOUTH ON MAIN LEFT HAD ROAD FOR 0.5 MILE TO FORKS.  TAKE
 BO0547'RIGHT FORK FOR 0.4 MILE TO CATTLE GUARD.  CROSS GUARD AND
 BO0547'CONTINUE ON MAIN TRAVELED ROAD FOR 2.35 MILES TO ANOTHER
 BO0547'CATTLE GUARD.  CROSS THIS GUARD AND GO 0.15 MILE TO ANOTHER
 BO0547'CATTLE GUARD AS DESCRIBED, THEN TAKE LEFT MAIN FORK 0.6
 BO0547'MILE TO A RED BUMPER GATE.  PASS THROUGH GATE AND CONTINUE
 BO0547'SOUTHEAST 0.8 MILE, CROSS WASH AND CONTINUE 0.5 MILE TO A
 BO0547'DIM TRACK ROAD SOUTHWEST, THEN WEST UP VALLEY 0.6 MILE.  TAKE
 BO0547'RIGHT FORK 0.3 MILE.  PASS THROUGH GATE AND CONTINUE ALONG
 BO0547'TRACK ROAD UP VALLEY WEST AND SOUTH, 1.3 MILES TO A CATTLE
 BO0547'GUARD AND GATE MENTIONED IN ORIGINAL DESCRIPTION AS
 BO0547'HAVING WIRE ACROSS CATTLE GUARD.  PROCEED SOUTH FOR 1.5 MILES
 BO0547'TO CROSS TRAILS.  CONTINUE SOUTH FOR 0.75 MILE TO A CATTLE
 BO0547'GUARD AND STATION 50 FEET WEST OF GUARD.
 BO0547'
 BO0547'STATION IS LOCATED 48 FEET WEST OF THE CENTER LINE OF THE OLD
 BO0547'POWERLL-OZONA ROAD, AND IS 21 FEET SOUTH OF AN EAST WEST FENCE
 BO0547'LINE.  LOCATED ON SLIGHT RISE.
 BO0547'
 BO0547'STATION IS A STANDARD BRONZE DISK SET IN THE TOP OF A SQUARE
 BO0547'14 INCH CONCRETE BLOCK, AND IS STAMPED CROCKETT 1932.
 BO0547'
 BO0547'REFERENCE MARK NO. 1 1932 IS LOCATED EAST OF THE STATION, 18
 BO0547'INCHES SOUTH OF AN EAST WEST FENCE LINE, AND IS A STANDARD BRONZE
 BO0547'DISK SET IN THE TOP OF A SQUARE 14 INCH CONCRETE BLOCK STAMPED
 BO0547'CROCKETT NO 1 1932 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 BO0547'
 BO0547'REFERENCE MARK NO. 1 1935 IS NORTH OF THE STATION, AND IS 7 FEET
 BO0547'NORTH OF AN EAST WEST FENCE LINE.  A STANDARD BRONZE DISK SET
 BO0547'IN THE TOP OF A SQUARE 14 INCH CONCRETE BLOCK STAMPED CROCKETT
 BO0547'NO 1 1935 AND PROJECTS 3 INCHES ABOVE THE GROUND.
 BO0547'
 BO0547'REFERENCE MARK NO. 2 1932 IS SOUTH-SOUTHWEST OF THE STATION,
 BO0547'AND IS 2 FEET EAST OF A NORTH SOUTH FENCE LINE.  A STANDARD BRONZE
 BO0547'DISK SET IN THE TOP OF A SQUARE 14 INCH CONCRETE BLOCK STAMPED
 BO0547'CROCKETT NO 2 1932 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 BO0547'
 BO0547'AZIMUTH MARK IS LOCATED SOUTH-SOUTHWEST OF THE STATION ALONG THE
 BO0547'OLD ABANDONED POWELL-OZONA ROAD, AND IS 30 FEET EAST OF THE
 BO0547'CENTER LINE OF THE ROAD.  A STANDARD BRONZE DISK CEMENTED IN A
 BO0547'DRILL HOLE IN BED ROCK, FLUSH WITH THE GROUND.
 BO0547'
 BO0547'A 10 FOOT STAND WAS USED OVER THE STATION.
 BO0547
 BO0547                          STATION RECOVERY (1949)
 BO0547
 BO0547'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0547'STATION RECOVERED BY MAGNOLIA PETROLEUM CO.
 BO0547'
 BO0547'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 BO0547'CONDITION BUT DESCRIPTION FOR REACHING STATION IS OBSOLETE DUE
 BO0547'TO PRESENCE OF NEW OIL FIELDS.  A NEW POWELL-OZONA ROAD HAS
 BO0547'BEEN ESTABLISHED AND OLD ROAD IS NOT NOW IN USE.
 BO0547
 BO0547                          STATION RECOVERY (1967)
 BO0547
 BO0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WC)
 BO0547'STATION RECOVERED IN GOOD CONDITION.
 BO0547'
 BO0547'TO REACH THE STATION FROM THE JUNCTION OF TEXAS ROUTES 33 AND 137
 BO0547'VIA 29 GO W ON TEXAS ROUTE 29 TO A RANCH ROAD ON THE RIGHT AT
 BO0547'7.6 MILES, TAKE THIS ROAD THROUGH RANCH YARD AND ACROSS CATTLE
 BO0547'GUARD TO A ROAD FORK AT 0.2 MILES, TAKE THE RIGHT FORK TO A
 BO0547'GATE BELOW THE CROWN OF THE RIDGE AT 1 MILE, CONTINUE ON
 BO0547'TRACK ROAD PAST CROSS-ROADS AT 1.1 MILE TO A ROAD FORK AT CREST
 BO0547'0.2 MILE BEYOND, TAKE THE LEFT FORK TO A GATE AT 1.1 MILE AND
 BO0547'THE STATION W OF ROAD AS IN PREVIOUS DESCRIPTION.
 BO0547'
 BO0547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES,
 BO0547'AIRLINE, S. OF SCHOOL HOUSE IN POWELL OIL FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0597 ***********************************************************************
 AW0597  DESIGNATION -  CROCKETT 2
 AW0597  PID         -  AW0597
 AW0597  STATE/COUNTY-  TX/GALVESTON
 AW0597  USGS QUAD   -  GALVESTON (1994)
 AW0597
 AW0597                         *CURRENT SURVEY CONTROL
 AW0597  ___________________________________________________________________
 AW0597* NAD 83(1993)-  29 16 21.62872(N)    094 48 54.91422(W)     ADJUSTED  
 AW0597* NAVD 88     -         4.434  (meters)      14.55   (feet)  ADJUSTED  
 AW0597  ___________________________________________________________________
 AW0597  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AW0597  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0597  DYNAMIC HT  -           4.428 (meters)      14.53  (feet)  COMP
 AW0597  MODELED GRAV-     979,259.7   (mgal)                       NAVD 88
 AW0597
 AW0597  HORZ ORDER  -  SECOND
 AW0597  VERT ORDER  -  FIRST     CLASS II
 AW0597
 AW0597.The horizontal coordinates were established by classical geodetic methods
 AW0597.and adjusted by the National Geodetic Survey in February 1996..
 AW0597
 AW0597.The orthometric height was determined by differential leveling
 AW0597.and adjusted by the National Geodetic Survey in March 1997..
 AW0597
 AW0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0597
 AW0597.The geoid height was determined by GEOID03.
 AW0597
 AW0597.The dynamic height is computed by dividing the NAVD 88
 AW0597.geopotential number by the normal gravity value computed on the
 AW0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0597.degrees latitude (g = 980.6199 gals.).
 AW0597
 AW0597.The modeled gravity was interpolated from observed gravity values.
 AW0597
 AW0597;                    North         East     Units Scale Factor Converg.
 AW0597;SPC TXSC     - 4,166,791.236 1,006,540.186   MT  0.99986383   +2 03 00.6
 AW0597;SPC TXSC     -13,670,547.58  3,302,290.59   sFT  0.99986383   +2 03 00.6
 AW0597;UTM  15      - 3,239,562.539   323,644.899   MT  0.99998378   -0 53 16.2
 AW0597
 AW0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0597!SPC TXSC     -   1.00000348  x   0.99986383  =   0.99986731
 AW0597!UTM  15      -   1.00000348  x   0.99998378  =   0.99998726
 AW0597
 AW0597:                Primary Azimuth Mark                     Grid Az
 AW0597:SPC TXSC     -  BUCCANEER 1933                           051 05 34.7
 AW0597:UTM  15      -  BUCCANEER 1933                           054 01 51.5
 AW0597
 AW0597|---------------------------------------------------------------------|
 AW0597| PID    Reference Object                     Distance      Geod. Az  |
 AW0597|                                                           dddmmss.s |
 AW0597| AW5895 BUCCANEER 1933                      APPROX. 3.3 KM 0530835.3 |
 AW0597| AW0599 CROCKETT RM 1                        34.963 METERS 08616     |
 AW0597| AW0598 CROCKETT RM 2                        17.427 METERS 18948     |
 AW0597|---------------------------------------------------------------------|
 AW0597
 AW0597                          SUPERSEDED SURVEY CONTROL
 AW0597
 AW0597  NAD 83(1986)-  29 16 21.64378(N)    094 48 54.89472(W) AD(       ) 2
 AW0597  NAD 27      -  29 16 20.78652(N)    094 48 54.19113(W) AD(       ) 2
 AW0597  NAVD 88 (06/15/91)    4.486  (m)           14.72   (f) UNKNOWN     1 1
 AW0597  NGVD 29 (12/23/87)    4.483  (m)           14.71   (f) ADJUSTED    1 1
 AW0597
 AW0597.Superseded values are not recommended for survey control.
 AW0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0597.See file dsdata.txt to determine how the superseded data were derived.
 AW0597
 AW0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2364539563(NAD 83)
 AW0597_MARKER: DS = TRIANGULATION STATION DISK
 AW0597_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0597_SP_SET: SIDEWALK
 AW0597_STAMPING: CROCKETT 2 1974
 AW0597_MARK LOGO: NGS   
 AW0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0597+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 AW0597
 AW0597  HISTORY     - Date     Condition        Report By
 AW0597  HISTORY     - 1974     MONUMENTED       NGS
 AW0597  HISTORY     - 1974     POOR             USPSQD
 AW0597  HISTORY     - 1978     GOOD             NGS
 AW0597  HISTORY     - 1983     GOOD             NGS
 AW0597  HISTORY     - 1985     GOOD             USPSQD
 AW0597  HISTORY     - 1987     GOOD             USPSQD
 AW0597  HISTORY     - 1987     GOOD             NGS
 AW0597  HISTORY     - 1989     GOOD             USPSQD
 AW0597  HISTORY     - 1989     GOOD             USPSQD
 AW0597  HISTORY     - 1989     GOOD             USPSQD
 AW0597  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0597  HISTORY     - 1989     GOOD             USPSQD
 AW0597  HISTORY     - 1989     GOOD             USPSQD
 AW0597  HISTORY     - 1989     GOOD             USPSQD
 AW0597  HISTORY     - 1990     GOOD             USPSQD
 AW0597  HISTORY     - 19940326 GOOD             USPSQD
 AW0597  HISTORY     - 19961205 GOOD             NGS
 AW0597  HISTORY     - 20021228 GOOD             INDIV
 AW0597  HISTORY     - 20040401 GOOD             USPSQD
 AW0597  HISTORY     - 20050501 GOOD             USPSQD
 AW0597
 AW0597                          STATION DESCRIPTION
 AW0597
 AW0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW0597'THE STATION IS LOCATED ALONG THE SEAWALL ON SEAWALL BOULEVARD IN THE
 AW0597'SOUTHWEST PART OF GALVESTON.  IT IS ON THE SOUTHEASTERN MOST GUN
 AW0597'EMPLACEMENT OF OLD FORT CROCKETT.  THE GUN EMPLACEMENT IS NOW A
 AW0597'PICNIC AREA.  THE STATION IS ON PUBLIC PROPERTY MAINTAINED BY THE
 AW0597'STATE.
 AW0597'
 AW0597'TO REACH FROM THE INTERSECTION OF 61ST STREET AND SEAWALL BOULEVARD
 AW0597'IN SOUTHWEST GALVESTON, GO NORTHEAST ON SEAWALL BOULEVARD FOR 0.8
 AW0597'MILE TO A PAVED PICNIC AREA ON THE RIGHT AND THE STATION AS
 AW0597'DESCRIBED.
 AW0597'
 AW0597'THE STATION MARK, STAMPED CROCKETT 2 1974, IS A STANDARD DISK SET IN
 AW0597'A DRILL HOLE IN THE CONCRETE SURFACE OF THE PICNIC AREA.  IT IS 49
 AW0597'FEET NORTHWEST OF THE SEAWALL, 7.8 FEET SOUTHEAST OF THE NORTH EDGE
 AW0597'OF THE PARKING LOT AND IS IN THE SURFACE OF A CONCRETE PARKING LOT TO
 AW0597'THE PICNIC AREA.
 AW0597'
 AW0597'REFERENCE MARK 1, STAMPED CROCKETT NO 1 1942, IS A STANDARD DISK SET
 AW0597'IN A DRILL HOLE IN THE CONCRETE SEAWALL.  IT IS 73 FEET SOUTHEAST OF
 AW0597'THE NORTH EDGE OF THE PARKING LOT AND 2.6 FEET NORTHWEST OF THE
 AW0597'SEAWALL.
 AW0597'
 AW0597'REFERENCE MARK 2, STAMPED CROCKETT NO 2 1942, IS A STANDARD DISK SET
 AW0597'IN A DRILL HOLE IN THE CONCRETE SEAWALL.  IT IS 45 FEET SOUTHEAST OF
 AW0597'THE NORTH EDGE OF THE PARKING LOT AND 10.8 FEET NORTHWEST OF THE
 AW0597'SEAWALL.
 AW0597'
 AW0597'NOTE--THERE IS NO AZIMUTH MARK TO THIS STATION FOR TRIANGULATION
 AW0597'STATION BUCCANEER 1933 CAN BE USED FOR AN AZIMUTH MARK.  THE
 AW0597'REFERENCE MARKS ARE 1942 MARKS SET FOR STATION CROCKETT 1942 WHICH
 AW0597'WAS NOT FOUND.
 AW0597'
 AW0597'NEAREST TOWN--GALVESTON.
 AW0597
 AW0597                          STATION RECOVERY (1974)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 1974 (WJP)
 AW0597'MARK RECOVERED IN POOR CONDITION.
 AW0597
 AW0597                          STATION RECOVERY (1978)
 AW0597
 AW0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0597'IN GALVESTON.
 AW0597'AT GALVESTON ALONG SEAWALL BOULEVARD AT A FORMER FORT CROCKETT
 AW0597'GUN EMPLACEMENT, IN THE TOP OF THE SEAWALL SIDEWALK, 46 FT.
 AW0597'SOUTHEAST OF THE CENTERLINE OF SEAWALL BOULEVARD, 8 FT. SOUTHEAST
 AW0597'OF THE SOUTHEAST BOULEVARD CURB, 181 FT. SOUTHWEST OF THE SOUTHWEST
 AW0597'CORNER OF A 2X2 FT. SEAWALL BOULEVARD MONUMENT AND PLAQUE WHICH
 AW0597'IS LOCATED ON THE WEST FACE OF A FORMER GUN EMPLACEMENT, 109 FT.
 AW0597'SOUTHWEST OF THESOUTHWEST CORNER OF A COVERED PICNIC TABLE, 49 FT.
 AW0597'NORTHWEST OF THE OF THE SOUTHEAST EDGE OF THE SEAWALL AND 13.5 FT.
 AW0597'WEST SOUTHWEST OF CROCKETT RM 1.
 AW0597
 AW0597                          STATION RECOVERY (1983)
 AW0597
 AW0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0597'RECOVERED IN GOOD CONDITION.
 AW0597
 AW0597                          STATION RECOVERY (1985)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJS)
 AW0597'STATION FOUND GOOD.
 AW0597'
 AW0597'CROCKETT 2 1974 SET IN DRILL HOLE IN EDGE OF CURB BY ROAD.
 AW0597'
 AW0597'CROCKETT RM 1 1942 AND CROCKETT RM 2 1942 FOUND AS DESC BY BLW 1964.
 AW0597'
 AW0597'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.15 SW FROM MOODY CTR,
 AW0597'GALVESTON ON SEAWALL.
 AW0597
 AW0597                          STATION RECOVERY (1987)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0597'RECOVERED IN GOOD CONDITION.
 AW0597
 AW0597                          STATION RECOVERY (1987)
 AW0597
 AW0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0597'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.5 KM (2.15
 AW0597'MI) SOUTHWEST ALONG SEAWALL BOULEVARD FROM MOODY CENTER IN GALVESTON.
 AW0597
 AW0597                          STATION RECOVERY (1989)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0597'RECOVERED IN GOOD CONDITION.
 AW0597
 AW0597                          STATION RECOVERY (1989)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0597'RECOVERED IN GOOD CONDITION.
 AW0597
 AW0597                          STATION RECOVERY (1989)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 1989 (JAD)
 AW0597'RECOVERED IN GOOD CONDITION.
 AW0597
 AW0597                          STATION RECOVERY (1989)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW0597'MARK NOT FOUND.
 AW0597
 AW0597                          STATION RECOVERY (1989)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0597'RECOVERED IN GOOD CONDITION.
 AW0597
 AW0597                          STATION RECOVERY (1989)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0597'RECOVERED IN GOOD CONDITION.
 AW0597
 AW0597                          STATION RECOVERY (1989)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0597'RECOVERED IN GOOD CONDITION.
 AW0597
 AW0597                          STATION RECOVERY (1990)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0597'RECOVERED IN GOOD CONDITION.
 AW0597
 AW0597                          STATION RECOVERY (1994)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0597'RECOVERED IN GOOD CONDITION.
 AW0597
 AW0597                          STATION RECOVERY (1996)
 AW0597
 AW0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0597'0.5 KM (0.30 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW0597'JUNCTION OF 61TH STREET IN GALVESTON, IN A CONCRETE SIDEWALK SOUTHWEST
 AW0597'OF AN OLD GUN EMPLACEMENT, 35.0 M (114.8 FT) WEST OF REFERENCE MARK 1,
 AW0597'17.3 M (56.8 FT) NORTH OF REFERENCE MARK 2, 8.8 M (28.9 FT) SOUTHEAST
 AW0597'OF THE CENTER OF THE EASTBOUND LANES OF THE BOULEVARD, AND 0.3 M (1.0
 AW0597'FT) BELOW THE LEVEL OF THE BOULEVARD.
 AW0597
 AW0597                          STATION RECOVERY (2002)
 AW0597
 AW0597'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (COH)
 AW0597'RECOVERED IN GOOD CONDITION.
 AW0597
 AW0597                          STATION RECOVERY (2004)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW0597'RECOVERED IN GOOD CONDITION.
 AW0597
 AW0597                          STATION RECOVERY (2005)
 AW0597
 AW0597'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AW0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2760 ***********************************************************************
 BY2760  DESIGNATION -  CROCKETT COTTON OIL MILL TANK
 BY2760  PID         -  BY2760
 BY2760  STATE/COUNTY-  TX/HOUSTON
 BY2760  USGS QUAD   -  CROCKETT (1950)
 BY2760
 BY2760                         *CURRENT SURVEY CONTROL
 BY2760  ___________________________________________________________________
 BY2760* NAD 83(1993)-  31 18 48.77179(N)    095 27 36.53452(W)     ADJUSTED  
 BY2760* NAVD 88     -                                                        
 BY2760  ___________________________________________________________________
 BY2760  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BY2760  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY2760
 BY2760  HORZ ORDER  -  THIRD
 BY2760
 BY2760.The horizontal coordinates were established by classical geodetic methods
 BY2760.and adjusted by the National Geodetic Survey in February 1996..
 BY2760
 BY2760
 BY2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2760
 BY2760.The geoid height was determined by GEOID03.
 BY2760
 BY2760;                    North         East     Units Scale Factor Converg.
 BY2760;SPC TX C     - 3,192,724.377 1,163,683.812   MT  0.99989653   +2 30 35.9
 BY2760;SPC TX C     -10,474,796.56  3,817,852.64   sFT  0.99989653   +2 30 35.9
 BY2760;UTM  15      - 3,466,965.030   265,877.964   MT  1.00027614   -1 16 45.0
 BY2760
 BY2760                          SUPERSEDED SURVEY CONTROL
 BY2760
 BY2760  NAD 83(1986)-  31 18 48.78240(N)    095 27 36.52055(W) AD(       ) 4
 BY2760  NAD 27      -  31 18 48.13500(N)    095 27 35.70700(W) AD(       ) 3
 BY2760
 BY2760.Superseded values are not recommended for survey control.
 BY2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2760.See file dsdata.txt to determine how the superseded data were derived.
 BY2760
 BY2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ6587866965(NAD 83)
 BY2760_MARKER: 53 = ELEVATED TANK
 BY2760
 BY2760  HISTORY     - Date     Condition        Report By
 BY2760  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2760
 BY2760                          STATION DESCRIPTION
 BY2760
 BY2760'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2760'STATION IS IN THE SW PART OF CROCKETT, 70 FEET W OF THE CENTER
 BY2760'LINE OF SECOND STREET AND 0.15 MILE N OF BELL AVENUE.  THE
 BY2760'TANK AND SUPPORTING TOWER ARE OF STEEL CONSTRUCTION, PAINTED
 BY2760'ALUMINUM.  IT IS ABOUT 110 FEET HIGH AND WAS BUILT IN 1927.
 BY2760'
 BY2760'THE POINT LOCATED WAS A BALL AT THE APEX OF THE CONICAL ROOF
 BY2760'OF THE TANK.
 BY2760'
 BY2760'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1584 ***********************************************************************
 BY1584  DESIGNATION -  CROCKETT MAG
 BY1584  PID         -  BY1584
 BY1584  STATE/COUNTY-  TX/HOUSTON
 BY1584  USGS QUAD   -  CROCKETT (1950)
 BY1584
 BY1584                         *CURRENT SURVEY CONTROL
 BY1584  ___________________________________________________________________
 BY1584* NAD 83(1993)-  31 19 38.69345(N)    095 27 37.12277(W)     ADJUSTED  
 BY1584* NAVD 88     -       124.477  (meters)     408.39   (feet)  ADJUSTED  
 BY1584  ___________________________________________________________________
 BY1584  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BY1584  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY1584  DYNAMIC HT  -         124.321 (meters)     407.88  (feet)  COMP
 BY1584  MODELED GRAV-     979,387.1   (mgal)                       NAVD 88
 BY1584
 BY1584  HORZ ORDER  -  FIRST
 BY1584  VERT ORDER  -  FIRST     CLASS II
 BY1584
 BY1584.The horizontal coordinates were established by classical geodetic methods
 BY1584.and adjusted by the National Geodetic Survey in February 1996..
 BY1584
 BY1584.The orthometric height was determined by differential leveling
 BY1584.and adjusted by the National Geodetic Survey in June 1991..
 BY1584
 BY1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1584
 BY1584.The geoid height was determined by GEOID03.
 BY1584
 BY1584.The dynamic height is computed by dividing the NAVD 88
 BY1584.geopotential number by the normal gravity value computed on the
 BY1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1584.degrees latitude (g = 980.6199 gals.).
 BY1584
 BY1584.The modeled gravity was interpolated from observed gravity values.
 BY1584
 BY1584;                    North         East     Units Scale Factor Converg.
 BY1584;SPC TX C     - 3,194,259.580 1,163,600.950   MT  0.99989787   +2 30 35.6
 BY1584;SPC TX C     -10,479,833.31  3,817,580.78   sFT  0.99989787   +2 30 35.6
 BY1584;UTM  15      - 3,468,502.936   265,896.751   MT  1.00027602   -1 16 47.2
 BY1584
 BY1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1584!SPC TX C     -   0.99998468  x   0.99989787  =   0.99988255
 BY1584!UTM  15      -   0.99998468  x   1.00027602  =   1.00026070
 BY1584
 BY1584:                Primary Azimuth Mark                     Grid Az
 BY1584:SPC TX C     -  LUCE                                     023 55 43.8
 BY1584:UTM  15      -  LUCE                                     027 43 06.6
 BY1584
 BY1584|---------------------------------------------------------------------|
 BY1584| PID    Reference Object                     Distance      Geod. Az  |
 BY1584|                                                           dddmmss.s |
 BY1584| BY2761 LUCE                                APPROX.13.9 KM 0262619.4 |
 BY1584| BY1583 CROCKETT MAG RM 1                    39.685 METERS 10434     |
 BY1584| BY2759 CROCKETT MUNICIPAL TANK             APPROX. 1.0 KM 1544126.4 |
 BY1584| BY2760 CROCKETT COTTON OIL MILL TANK       APPROX. 1.5 KM 1792513.4 |
 BY1584| BY1585 CROCKETT MAG RM 2                    33.168 METERS 21146     |
 BY1584| BY1586 CROCKETT MAG AZ MK                                 2210802.2 |
 BY1584|---------------------------------------------------------------------|
 BY1584
 BY1584                          SUPERSEDED SURVEY CONTROL
 BY1584
 BY1584  NAD 83(1986)-  31 19 38.70410(N)    095 27 37.10881(W) AD(       ) 1
 BY1584  NAD 27      -  31 19 38.05800(N)    095 27 36.29500(W) AD(       ) 1
 BY1584  NGVD 29 (??/??/92)  124.458  (m)          408.33   (f) ADJ UNCH    1 2
 BY1584
 BY1584.Superseded values are not recommended for survey control.
 BY1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1584.See file dsdata.txt to determine how the superseded data were derived.
 BY1584
 BY1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ6589768503(NAD 83)
 BY1584_MARKER: DS = TRIANGULATION STATION DISK
 BY1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1584_STAMPING: CROCKETT MAG. 1942
 BY1584_PROJECTION: FLUSH
 BY1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1584+STABILITY: SURFACE MOTION
 BY1584
 BY1584  HISTORY     - Date     Condition        Report By
 BY1584  HISTORY     - 1942     MONUMENTED       CGS
 BY1584  HISTORY     - 1944     GOOD             LOCENG
 BY1584  HISTORY     - 1944     GOOD             TXHD
 BY1584  HISTORY     - 1948     GOOD             NGS
 BY1584  HISTORY     - 1980     GOOD             NGS
 BY1584
 BY1584                          STATION DESCRIPTION
 BY1584
 BY1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY1584'STATION IS ON THE CAMPUS OF THE MARY ALLEN JUNIOR COLLEGE
 BY1584'ABOUT 0.75 MILE N OF THE COURTHOUSE IN CROCKETT.
 BY1584'IT IS 93 FEET SSE OF THE SE CORNER OF THE SCHOOL BUILDING
 BY1584'AND 107.7 FEET SE FROM THE SE CORNER OF THE SCHOOL TOWER
 BY1584'(MEASURED ON THE GROUND).
 BY1584'
 BY1584'THE ORIGINAL MAGNETIC MARK (UNSTAMPED) WAS REMOVED AND NEW
 BY1584'SURFACE AND SUBSURFACE MARKS WERE CAREFULLY PLUMBED IN THE
 BY1584'ORIGINAL POSITION.  THE DISKS ARE STAMPED CROCKETT MAG 1942.
 BY1584'THE SURFACE MARK IS FLUSH WITH THE GROUND.
 BY1584'
 BY1584'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY1584'BRONZE DISKS SET IN CONCRETE.
 BY1584'
 BY1584'REFERENCE MARK NO. 1 IS 38 FEET SW OF THE ENTRANCE TO THE
 BY1584'CAMPUS AND 15 FEET S OF THE CENTER LINE OF THE ROAD.  IT
 BY1584'IS STAMPED CROCKETT MAG NO. 1 1942, AND PROJECTS 6 INCHES.
 BY1584'
 BY1584'REFERENCE MARK NO. 2 IS 18 FEET S OF THE CENTER LINE OF
 BY1584'THE ROAD AND 1 FOOT N OF A FENCE.  IT IS STAMPED CROCKETT
 BY1584'MAG NO. 2 1942, AND PROJECTS 6 INCHES.
 BY1584'
 BY1584'THE AZIMUTH MARK IS 100 FEET S OF THE CENTER LINE OF A DIRT
 BY1584'ROAD, 27.5 FEET SE OF THE SE CORNER OF A HOUSE, 24 FEET W
 BY1584'OF THE CENTER LINE OF A DIRT ROAD AND 7.0 FEET N OF A WHITE
 BY1584'REFERENCE POST.  IT IS STAMPED CROCKETT MAG 1942, AND PROJECTS
 BY1584'4 INCHES.
 BY1584'
 BY1584'TO REACH THE AZIMUTH MARK FROM THE STATION GO S ON U.S. HIGHWAY
 BY1584'287 FOR 0.5 MILE TO AN HUMBLE GAS STATION ON THE RIGHT AND
 BY1584'INTERSECTION WITH PEASE STREET.  TURN RIGHT ON PEASE STREET
 BY1584'(W) FOR 0.6 MILE TO A SAW MILL.  TURN LEFT (S) FOR 0.2 MILE
 BY1584'TO THE MARK ON THE RIGHT.
 BY1584'
 BY1584'A 90-FOOT SIGNAL AT LUCE IS VISIBLE AT 64 FEET.
 BY1584'
 BY1584'A 103-FOOT SIGNAL AT CENTER IS VISIBLE AT 90 FEET.
 BY1584'
 BY1584'A 90-FOOT SIGNAL AT BRUMBERG IS VISIBLE AT 37 FEET.
 BY1584
 BY1584                          STATION RECOVERY (1944)
 BY1584
 BY1584'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (TMH)
 BY1584'RECOVERED BY C. H. FROST GRAVIMETRIC SURVEY.
 BY1584'
 BY1584'ONE REFERENCE MARK IS EITHER COVERED WITH EARTH IN SCHOOL
 BY1584'YARD OR HAS BEEN DESTROYED.  AZIMUTH MARK NOT VISIBLE.
 BY1584
 BY1584                          STATION RECOVERY (1944)
 BY1584
 BY1584'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1944 (GC)
 BY1584'ORIGINAL DESCRIPTION GOOD.
 BY1584
 BY1584                          STATION RECOVERY (1948)
 BY1584
 BY1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BY1584'IN CROCKETT.
 BY1584'AT CROCKETT, 0.7 MILE NORTH ALONG U. S. HIGHWAY NO. 287 FROM THE
 BY1584'HOUSTON COUNTY COURTHOUSE, AT THE MARY ALLEN JUNIOR COLLEGE (NEGRO),
 BY1584'IN THE LAWN IN FRONT OF THE MAIN BUILDING, 93.0 FEET SOUTH-SOUTHEAST
 BY1584'OF THE SOUTHEAST CORNER OF THE OLDEST (MAIN) COLLEGE BUILDING, 107.7
 BY1584'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BASE OF THE TOWER FOR
 BY1584'THE MAIN ENTRANCE TO THE BUILDING, SET IN TOP OF A CONCRETE POST AND
 BY1584'FLUSH WITH THE GROUND.
 BY1584
 BY1584                          STATION RECOVERY (1980)
 BY1584
 BY1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1584'1.1 KM. (0.7 MI.) NORTH ALONG U.S. HIGHWAY 287 AND STATE HIGHWAY 19
 BY1584'FROM THE HOUSTON COUNTY COURTHOUSE IN CROCKETT, AT THE ABANDONED MARY
 BY1584'ALLEN JUNIOR COLLEGE, 28.3 M. (93.0 FT.) SOUTH-SOUTHEAST OF THE
 BY1584'SOUTHEAST CORNER OF THE MAIN BUILDING, 32.9 M. (108 FT.) SOUTHEAST OF
 BY1584'THE SOUTHEAST CORNER OF THE BASE OF THE SOUTH ENTRANCE TO THE
 BY1584'BUILDING, 21.9 M. (71.7 FT.) NORTH OF A CHAIN LINK FENCE, 3.0 M.
 BY1584'(9.9 FT.) EAST-SOUTHEAST OF THE EDGE OF A FLAGPOLE BASE.
 BY1584'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1586 ***********************************************************************
 BY1586  DESIGNATION -  CROCKETT MAG AZ MK
 BY1586  PID         -  BY1586
 BY1586  STATE/COUNTY-  TX/HOUSTON
 BY1586  USGS QUAD   -  CROCKETT (1950)
 BY1586
 BY1586                         *CURRENT SURVEY CONTROL
 BY1586  ___________________________________________________________________
 BY1586* NAD 83(1986)-  31 19 32.     (N)    095 27 42.     (W)     SCALED    
 BY1586* NAVD 88     -       111.42   (+/-2cm)     365.6    (feet)  VERTCON   
 BY1586  ___________________________________________________________________
 BY1586  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY1586
 BY1586  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1586
 BY1586.The horizontal coordinates were scaled from a topographic map and have
 BY1586.an estimated accuracy of +/- 6 seconds.
 BY1586
 BY1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1586.The vertical order pertains to the NGVD 29 superseded value.
 BY1586
 BY1586.The geoid height was determined by GEOID03.
 BY1586
 BY1586;                    North         East    Units  Estimated Accuracy
 BY1586;SPC TX C     - 3,194,050.    1,163,480.      MT  (+/- 180 meters Scaled)
 BY1586
 BY1586                          SUPERSEDED SURVEY CONTROL
 BY1586
 BY1586  NGVD 29 (??/??/92)  111.401  (m)          365.49   (f) ADJ UNCH    2 0
 BY1586
 BY1586.Superseded values are not recommended for survey control.
 BY1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1586.See file dsdata.txt to determine how the superseded data were derived.
 BY1586
 BY1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ657683(NAD 83)
 BY1586_MARKER: DZ = AZIMUTH MARK DISK
 BY1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1586_STAMPING: CROCKETT MAG. 1942 AZIMUTH
 BY1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1586+STABILITY: SURFACE MOTION
 BY1586
 BY1586  HISTORY     - Date     Condition        Report By
 BY1586  HISTORY     - 1942     MONUMENTED       CGS
 BY1586  HISTORY     - 1948     GOOD             NGS
 BY1586
 BY1586                          STATION DESCRIPTION
 BY1586
 BY1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1586'IN CROCKETT.
 BY1586'AT CROCKETT, 0.6 MILE WEST ALONG HOUSTON AVENUE FROM THE HOUSTON
 BY1586'COUNTY COURTHOUSE AT CROCKETT, THENCE 0.1 MILE NORTH ALONG DUPREE
 BY1586'STREET, 0.2 MILE SOUTH OF A PAVED ROAD WHICH IS THE WESTWARD EXTENSION
 BY1586'OF PEASE STREET, 102.0 FEET SOUTH OF THE CENTER LINE OF A DIRT STREET
 BY1586'LEADING WEST TO STOKES QUARTERS (NEGRO COMMUNITY), 22.5 FEET WEST OF
 BY1586'THE CENTER LINE OF DUPREE STREET, 50.0 FEET SOUTH OF A WATER METER
 BY1586'WELL, 44.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 27.8
 BY1586'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 7.0 FEET NORTH OF A
 BY1586'REFERENCE POST, ABOUT 3.5 FEET ABOVE THE LEVEL OF THE STREET, SET IN
 BY1586'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1583 ***********************************************************************
 BY1583  DESIGNATION -  CROCKETT MAG RM 1
 BY1583  PID         -  BY1583
 BY1583  STATE/COUNTY-  TX/HOUSTON
 BY1583  USGS QUAD   -  CROCKETT (1950)
 BY1583
 BY1583                         *CURRENT SURVEY CONTROL
 BY1583  ___________________________________________________________________
 BY1583* NAD 83(1986)-  31 19 39.     (N)    095 27 36.     (W)     SCALED    
 BY1583* NAVD 88     -       123.173  (meters)     404.11   (feet)  ADJUSTED  
 BY1583  ___________________________________________________________________
 BY1583  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY1583  DYNAMIC HT  -         123.019 (meters)     403.60  (feet)  COMP
 BY1583  MODELED GRAV-     979,387.1   (mgal)                       NAVD 88
 BY1583
 BY1583  VERT ORDER  -  FIRST     CLASS II
 BY1583
 BY1583.The horizontal coordinates were scaled from a topographic map and have
 BY1583.an estimated accuracy of +/- 6 seconds.
 BY1583
 BY1583.The orthometric height was determined by differential leveling
 BY1583.and adjusted by the National Geodetic Survey in June 1991..
 BY1583
 BY1583.The geoid height was determined by GEOID03.
 BY1583
 BY1583.The dynamic height is computed by dividing the NAVD 88
 BY1583.geopotential number by the normal gravity value computed on the
 BY1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1583.degrees latitude (g = 980.6199 gals.).
 BY1583
 BY1583.The modeled gravity was interpolated from observed gravity values.
 BY1583
 BY1583;                    North         East    Units  Estimated Accuracy
 BY1583;SPC TX C     - 3,194,270.    1,163,630.      MT  (+/- 180 meters Scaled)
 BY1583
 BY1583                          SUPERSEDED SURVEY CONTROL
 BY1583
 BY1583  NGVD 29 (??/??/92)  123.155  (m)          404.05   (f) ADJ UNCH    1 2
 BY1583
 BY1583.Superseded values are not recommended for survey control.
 BY1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1583.See file dsdata.txt to determine how the superseded data were derived.
 BY1583
 BY1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ659685(NAD 83)
 BY1583_MARKER: DR = REFERENCE MARK DISK
 BY1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1583_STAMPING: CROCKETT MAG. NO. 1 1942
 BY1583_PROJECTION: PROJECTING 8 CENTIMETERS
 BY1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1583+STABILITY: SURFACE MOTION
 BY1583
 BY1583  HISTORY     - Date     Condition        Report By
 BY1583  HISTORY     - 1942     MONUMENTED       CGS
 BY1583  HISTORY     - 1948     GOOD             NGS
 BY1583  HISTORY     - 1980     GOOD             NGS
 BY1583
 BY1583                          STATION DESCRIPTION
 BY1583
 BY1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1583'IN CROCKETT.
 BY1583'AT CROCKETT, 0.7 MILE NORTH ALONG U. S. HIGHWAY NO. 287 FROM THE
 BY1583'HOUSTON COUNTY COURTHOUSE, 130.2 FEET EAST-SOUTHEAST OF CROCKETT MAG.
 BY1583'1942, 191.0 FEET EAST OF CROCKETT MAG. R.M. 2, 83.2 FEET WEST OF THE
 BY1583'CENTER LINE OF U.S. HIGHWAY 287, 42.0 FEET SOUTHWEST OF THE CENTER OF
 BY1583'ARCHWAY OVER THE ENTRANCE TO THE MARY ALLEN JUNIOR COLLEGE (NEGRO),
 BY1583'15.0 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 1.0 FOOT NORTH OF
 BY1583'THE PROPERTY LINE FENCE, SET IN TOP OF A CONCRETE POST PROJECTING 0.6
 BY1583'FOOT ABOVE THE GROUND.
 BY1583
 BY1583                          STATION RECOVERY (1980)
 BY1583
 BY1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1583'1.1 KM. (0.7 MI.) NORTH ALONG U.S. HIGHWAY 287 AND STATE HIGHWAY 19
 BY1583'FROM THE HOUSTON COUNTY COURTHOUSE IN CROCKETT, AT THE SOUTHEAST
 BY1583'CORNER OF THE ABANDONED MARY ALLEN JUNIOR COLLEGE GROUNDS, 25.4 M.
 BY1583'(83.2 FT.) WEST OF THE CENTERLINE OF THE HIGHWAY, 12.8 M. (42.0 FT.)
 BY1583'SOUTHWEST OF THE CENTER OF THE ARCHWAY BASES AT THE COLLEGE ENTRANCE,
 BY1583'4.5 M. (15.0 FT.) SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO THE
 BY1583'COLLEGE, 39.6 M. (130 FT.) EAST-SOUTHEAST OF TRIANGULATION STATION
 BY1583'CROCKETT MAG, 58.5 M. (192 FT.) EAST OF CROCKETT MAG RM 2.
 BY1583'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BY1583'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1585 ***********************************************************************
 BY1585  DESIGNATION -  CROCKETT MAG RM 2
 BY1585  PID         -  BY1585
 BY1585  STATE/COUNTY-  TX/HOUSTON
 BY1585  USGS QUAD   -  CROCKETT (1950)
 BY1585
 BY1585                         *CURRENT SURVEY CONTROL
 BY1585  ___________________________________________________________________
 BY1585* NAD 83(1986)-  31 19 38.     (N)    095 27 39.     (W)     SCALED    
 BY1585* NAVD 88     -       123.948  (meters)     406.65   (feet)  ADJUSTED  
 BY1585  ___________________________________________________________________
 BY1585  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY1585  DYNAMIC HT  -         123.793 (meters)     406.14  (feet)  COMP
 BY1585  MODELED GRAV-     979,387.1   (mgal)                       NAVD 88
 BY1585
 BY1585  VERT ORDER  -  FIRST     CLASS II
 BY1585
 BY1585.The horizontal coordinates were scaled from a topographic map and have
 BY1585.an estimated accuracy of +/- 6 seconds.
 BY1585
 BY1585.The orthometric height was determined by differential leveling
 BY1585.and adjusted by the National Geodetic Survey in June 1991..
 BY1585
 BY1585.The geoid height was determined by GEOID03.
 BY1585
 BY1585.The dynamic height is computed by dividing the NAVD 88
 BY1585.geopotential number by the normal gravity value computed on the
 BY1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1585.degrees latitude (g = 980.6199 gals.).
 BY1585
 BY1585.The modeled gravity was interpolated from observed gravity values.
 BY1585
 BY1585;                    North         East    Units  Estimated Accuracy
 BY1585;SPC TX C     - 3,194,240.    1,163,550.      MT  (+/- 180 meters Scaled)
 BY1585
 BY1585                          SUPERSEDED SURVEY CONTROL
 BY1585
 BY1585  NGVD 29 (??/??/92)  123.930  (m)          406.59   (f) ADJ UNCH    1 2
 BY1585
 BY1585.Superseded values are not recommended for survey control.
 BY1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1585.See file dsdata.txt to determine how the superseded data were derived.
 BY1585
 BY1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ658684(NAD 83)
 BY1585_MARKER: DR = REFERENCE MARK DISK
 BY1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1585_STAMPING: CROCKETT MAG. NO. 2 1942
 BY1585_PROJECTION: PROJECTING 8 CENTIMETERS
 BY1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1585+STABILITY: SURFACE MOTION
 BY1585
 BY1585  HISTORY     - Date     Condition        Report By
 BY1585  HISTORY     - 1942     MONUMENTED       CGS
 BY1585  HISTORY     - 1948     GOOD             NGS
 BY1585  HISTORY     - 1980     GOOD             NGS
 BY1585
 BY1585                          STATION DESCRIPTION
 BY1585
 BY1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1585'IN CROCKETT.
 BY1585'AT CROCKETT, 0.7 MILE NORTH ALONG U. S. HIGHWAY NO. 287 FROM THE
 BY1585'HOUSTON COUNTY COURTHOUSE, AT THE MARY ALLEN JUNIOR COLLEGE (NEGRO),
 BY1585'108.8 FEET SOUTHWEST OF CROCKETT MAG. 1942, 274.2 FEET WEST OF THE
 BY1585'CENTER LINE OF U.S. HIGHWAY NO. 287, 15.0 FEET SOUTH OF THE CENTER OF
 BY1585'A DIRT DRIVE AROUND THE LAWN IN FRONT OF THE MAIN COLLEGE BUILDING,
 BY1585'5.0 FEET WEST OF A POINT DIRECTLY IN FRONT OF THE CENTER OF THE MAIN
 BY1585'(WEST) ENTRANCE TO THE BUILDING, 1.0 FOOT NORTH OF A FENCE LINE, SET
 BY1585'IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY1585
 BY1585                          STATION RECOVERY (1980)
 BY1585
 BY1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1585'1.1 KM. (0.7 MI.) NORTH ALONG U.S. HIGHWAY 287 AND STATE HIGHWAY 19
 BY1585'FROM THE HOUSTON COUNTY COURTHOUSE IN CROCKETT, AT THE SOUTHWEST
 BY1585'CORNER OF THE ABANDONED MARY ALLEN JUNIOR COLLEGE GROUNDS, 83.5 M.
 BY1585'(274 FT.) WEST OF THE CENTERLINE OF THE HIGHWAY, 4.5 M. (15.0 FT.)
 BY1585'SOUTH OF A DIRT DRIVEWAY AROUND THE LAWN OF THE MAIN COLLEGE BUILDING,
 BY1585'1.5 M. (5.0 FT.) WEST OF THE EXTENDED CENTER OF
 BY1585'THE MAIN SOUTH ENTRANCE TO THE BUILDING, 0.3 M. (1.0 FT.) NORTH OF A
 BY1585'CHAIN LINK FENCE, 58.5 M. (192 FT.) WEST OF CROCKETT MAG RM 1, 33.2 M.
 BY1585'(109 FT.) SOUTHWEST OF TRIANGULATION STATION CROCKETT MAG.
 BY1585'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2759 ***********************************************************************
 BY2759  DESIGNATION -  CROCKETT MUNICIPAL TANK
 BY2759  PID         -  BY2759
 BY2759  STATE/COUNTY-  TX/HOUSTON
 BY2759  USGS QUAD   -  CROCKETT (1950)
 BY2759
 BY2759                         *CURRENT SURVEY CONTROL
 BY2759  ___________________________________________________________________
 BY2759* NAD 83(1993)-  31 19 09.29493(N)    095 27 20.92873(W)     ADJUSTED  
 BY2759* NAVD 88     -                                                        
 BY2759  ___________________________________________________________________
 BY2759  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BY2759  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY2759
 BY2759  HORZ ORDER  -  THIRD
 BY2759
 BY2759.The horizontal coordinates were established by classical geodetic methods
 BY2759.and adjusted by the National Geodetic Survey in February 1996..
 BY2759
 BY2759
 BY2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2759
 BY2759.The geoid height was determined by GEOID03.
 BY2759
 BY2759;                    North         East     Units Scale Factor Converg.
 BY2759;SPC TX C     - 3,193,373.865 1,164,068.315   MT  0.99989707   +2 30 44.0
 BY2759;SPC TX C     -10,476,927.42  3,819,114.13   sFT  0.99989707   +2 30 44.0
 BY2759;UTM  15      - 3,467,587.923   266,304.710   MT  1.00027367   -1 16 37.7
 BY2759
 BY2759                          SUPERSEDED SURVEY CONTROL
 BY2759
 BY2759  NAD 83(1986)-  31 19 09.30554(N)    095 27 20.91475(W) AD(       ) 4
 BY2759  NAD 27      -  31 19 08.65900(N)    095 27 20.10200(W) AD(       ) 3
 BY2759
 BY2759.Superseded values are not recommended for survey control.
 BY2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2759.See file dsdata.txt to determine how the superseded data were derived.
 BY2759
 BY2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ6630567588(NAD 83)
 BY2759_MARKER: 53 = ELEVATED TANK
 BY2759
 BY2759  HISTORY     - Date     Condition        Report By
 BY2759  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2759  HISTORY     - 1944     GOOD             TXHD
 BY2759
 BY2759                          STATION DESCRIPTION
 BY2759
 BY2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2759'STATION IS IN THE NE PART OF CROCKETT, 120 FEET W OF 6TH
 BY2759'STREET AND 42 FEET N OF LAMAR AVENUE.  TANK AND SUPPORTING
 BY2759'TOWER ARE OF STEEL CONSTRUCTION, PAINTED ALUMINUM.  IT IS
 BY2759'ABOUT 110 FEET HIGH AND WAS BUILT IN 1909.
 BY2759'
 BY2759'POINT LOCATED WAS A BALL AT THE APEX OF THE CONICAL ROOF OF
 BY2759'THE TANK.
 BY2759'
 BY2759'THIS IS AN INTERSECTION STATION.
 BY2759
 BY2759                          STATION RECOVERY (1944)
 BY2759
 BY2759'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1944 (GC)
 BY2759'ORIGINAL DESCRIPTION GOOD EXCEPT THAT TANK IS 120 FEET E OF
 BY2759'SIXTH STREET IN CROCKETT INSTEAD OF 120 FEET W OF SIXTH STREET
 BY2759'AS CALLED FOR IN THE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2719 ***********************************************************************
 BY2719  DESIGNATION -  CROCKETT RESET
 BY2719  PID         -  BY2719
 BY2719  STATE/COUNTY-  TX/CHEROKEE
 BY2719  USGS QUAD   -  PRYOR MOUNTAIN (1973)
 BY2719
 BY2719                         *CURRENT SURVEY CONTROL
 BY2719  ___________________________________________________________________
 BY2719* NAD 83(1993)-  31 43 01.95474(N)    095 11 50.33505(W)     ADJUSTED  
 BY2719* NAVD 88     -       210.4    (meters)     690.     (feet)  VERTCON   
 BY2719  ___________________________________________________________________
 BY2719  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BY2719  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY2719
 BY2719  HORZ ORDER  -  FIRST
 BY2719
 BY2719.The horizontal coordinates were established by classical geodetic methods
 BY2719.and adjusted by the National Geodetic Survey in February 1996..
 BY2719
 BY2719.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2719
 BY2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2719
 BY2719.The geoid height was determined by GEOID03.
 BY2719
 BY2719;                    North         East     Units Scale Factor Converg.
 BY2719;SPC TX C     - 3,238,555.740 1,186,609.526   MT  0.99995960   +2 38 43.3
 BY2719;SPC TX C     -10,625,161.62  3,893,068.09   sFT  0.99995960   +2 38 43.3
 BY2719;UTM  15      - 3,511,190.756   291,794.345   MT  1.00013467   -1 09 20.2
 BY2719
 BY2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2719!SPC TX C     -   0.99997116  x   0.99995960  =   0.99993076
 BY2719!UTM  15      -   0.99997116  x   1.00013467  =   1.00010582
 BY2719
 BY2719|---------------------------------------------------------------------|
 BY2719| PID    Reference Object                     Distance      Geod. Az  |
 BY2719|                                                           dddmmss.s |
 BY2719| CV8315 CROCKETT RM 2                        25.794 METERS 01305     |
 BY2719| BY2708 RUSK MUNICIPAL TANK                 APPROX.10.1 KM 0270224.8 |
 BY2719| CV8313 CROCKETT AZ MK                                     0721719.4 |
 BY2719| BY2713 ALTO MUNICIPAL TANK                 APPROX.13.7 KM 1215009.0 |
 BY2719| CV8314 CROCKETT RM 1                        27.692 METERS 26016     |
 BY2719|---------------------------------------------------------------------|
 BY2719
 BY2719                          SUPERSEDED SURVEY CONTROL
 BY2719
 BY2719  NAD 83(1986)-  31 43 01.96526(N)    095 11 50.32089(W) AD(       ) 1
 BY2719  NAD 27      -  31 43 01.33600(N)    095 11 49.52200(W) AD(       ) 1
 BY2719  NGVD 29 (07/19/86)  210.4    (m)          690.     (f) VERT ANG       
 BY2719
 BY2719.Superseded values are not recommended for survey control.
 BY2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2719.See file dsdata.txt to determine how the superseded data were derived.
 BY2719
 BY2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR9179411191(NAD 83)
 BY2719_MARKER: DS = TRIANGULATION STATION DISK
 BY2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2719_STAMPING: CROCKETT 1919 1942
 BY2719_PROJECTION: PROJECTING 10 CENTIMETERS
 BY2719
 BY2719  HISTORY     - Date     Condition        Report By
 BY2719  HISTORY     - 1942     MONUMENTED       CGS
 BY2719  HISTORY     - 1948     GOOD             CGS
 BY2719
 BY2719                          STATION DESCRIPTION
 BY2719
 BY2719'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2719'STATION WAS RECOVERED AND FOUND AS DESCRIBED IN 1935.  A
 BY2719'NEW DISK WAS PLACED IN THE STATION MARK.  THE REFERENCE
 BY2719'MARK WAS FOUND IN GOOD CONDITION.  A NEW REFERENCE MARK, NO. 2
 BY2719'AND AN AZIMUTH MARK WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 BY2719'
 BY2719'STATION IS LOCATED ABOUT 6.5 MILES SW OF RUSK NEAR THE W
 BY2719'EDGE OF A FLAT, HEAVILY WOODED U-SHAPED RIDGE ON PROPERTY
 BY2719'OWNED BY THE IRON DEVELOPMENT COMPANY.  IT IS 75 FEET W OF A
 BY2719'TRIANGLE BLAZED 18-INCH OAK TREE WITH AN ARROW BLAZE TOWARD
 BY2719'THE STATION, 72 FEET W OF THE RIDGE TRAIL AND 5 FEET SW OF
 BY2719'A WHITE REFERENCE POST.  IT IS STAMPED CROCKETT 1919-1942,
 BY2719'AND PROJECTS 4 INCHES.
 BY2719'
 BY2719'REFERENCE MARK NO. 1 IS W BY S OF THE STATION.  IT IS A STANDARD
 BY2719'DISK SET IN AN 8- BY 8-INCH CONCRETE BLOCK.  IT IS STAMPED
 BY2719'CROCKETT 1919, AND PROJECTS 6 INCHES.
 BY2719'
 BY2719'REFERENCE MARK NO. 2 IS N BY E OF THE STATION.  IT IS A STANDARD
 BY2719'DISK SET IN CONCRETE,8 FEET SE OF A 20-INCH OAK TREE.
 BY2719'IT IS STAMPED CROCKETT NO. 2 1942, AND PROJECTS 6 INCHES.
 BY2719'
 BY2719'THE AZIMUTH MARK IS ENE OF THE STATION.  IT IS A STANDARD
 BY2719'DISK SET IN CONCRETE, 8 FEET W OF A RIDGE ROAD
 BY2719'AND 5 FEET N OF A WHITE REFERENCE POST.  IT IS STAMPED CROCKETT
 BY2719'1942, AND PROJECTS 4 INCHES.
 BY2719'
 BY2719'TO REACH THE STATION FROM THE COURTHOUSE IN RUSK GO W ON
 BY2719'U.S. HIGHWAY 84 FOR 2 BLOCKS THEN TURN LEFT (S) FOR 0.4 MILE.
 BY2719'TURN RIGHT (W) AFTER CROSSING RAILROAD TRACKS ON AN OLD
 BY2719'MACADAM ROAD FOR 1.25 MILES, THEN TAKE LEFT FORK FOR 4.95
 BY2719'MILES TO A WIRE GATE ON THE RIGHT.  TURN RIGHT (W) THROUGH
 BY2719'GATE FOR 0.05 MILE TO A FORKS, TAKE RIGHT FORK FOR 0.35 MILE
 BY2719'TO A GATE, THEN THROUGH GATE FOR 0.05 MILE TO ANOTHER GATE,
 BY2719'THROUGH SECOND GATE ON MAIN RIDGE ROAD (NORTHERLY) FOR 0.35
 BY2719'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON MAIN RIDGE
 BY2719'ROAD WHICH CIRCLES FIRST W THEN S FOR 0.6 MILE TO A TRIANGLE
 BY2719'BLAZED OAK TREE ON THE LEFT AND THE STATION ON THE RIGHT.
 BY2719'
 BY2719'A 64-FOOT SIGNAL AT WECHES IS VISIBLE AT 77 FEET.
 BY2719'
 BY2719'A 50-FOOT SIGNAL AT DENSON IS VISIBLE AT 90 FEET.
 BY2719'
 BY2719'A 64-FOOT SIGNAL AT BIRD IS VISIBLE AT 77 FEET.
 BY2719'
 BY2719'A 90-FOOT SIGNAL AT CAMP IS VISIBLE AT 77 FEET.
 BY2719'
 BY2719'A 90-FOOT SIGNAL AT SOUTHERN IS VISIBLE AT 77 FEET.
 BY2719'
 BY2719'A 90-FOOT SIGNAL AT WILKERSON IS VISIBLE AT 90 FEET.
 BY2719'
 BY2719'A 90-FOOT SIGNAL AT BOLDEN IS VISIBLE AT 77 FEET.
 BY2719'
 BY2719'A 90-FOOT SIGNAL AT STATE IS VISIBLE AT 64 FEET.
 BY2719
 BY2719                          STATION RECOVERY (1948)
 BY2719
 BY2719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2719'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 BY2719'GOOD CONDITION.  THE COMPLETE DESCRIPTION FOLLOWS--
 BY2719'
 BY2719'STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF RUSK NEAR
 BY2719'THE WEST EDGE OF A HEAVILY WOODED, U-SHAPED FLAT RIDGE ON
 BY2719'PROPERTY OF THE IRON DEVELOPMENT COMPANY.  IT IS 64 FEET WEST
 BY2719'OF A PINE TREE WITH A TRIANGLE BLAZED ON THE NORTH SIDE AND
 BY2719'70 FEET WEST OF THE CENTER OF THE RIDGE ROAD.  IT IS STAMPED
 BY2719'CROCKETT 1919 1942 AND PROJECTS 5 INCHES.
 BY2719'
 BY2719'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION.  IT
 BY2719'IS A STANDARD DISK SET IN AN 8-INCH CONCRETE BLOCK.  IT IS
 BY2719'STAMPED CROCKETT 1919 AND PROJECTS 3 INCHES.
 BY2719'
 BY2719'REFERENCE MARK NO. 2 IS NORTH-NORTHEAST OF THE STATION, 9
 BY2719'FEET SOUTHEAST OF A 21-INCH OAK TREE.  IT IS STAMPED CROCKETT
 BY2719'NO 2 1942 AND PROJECTS 5 INCHES.
 BY2719'
 BY2719'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 8 FEET WEST
 BY2719'OF THE CENTER OF THE RIDGE ROAD AND 5 FEET NORTHEAST OF A WITNESS
 BY2719'POST.  IT IS STAMPED CROCKETT 1942 AND PROJECTS 5 INCHES.
 BY2719'
 BY2719'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE
 BY2719'IN RUSK, GO WEST ON U.S. HIGHWAY 84 FOR 2 BLOCKS, TURN LEFT,
 BY2719'SOUTH, FOR 0.4 MILE.  TURN RIGHT, WEST, AFTER CROSSING THE
 BY2719'RAILROAD TRACKS AND FOLLOW FARM ROAD 23 SOUTHWESTERLY FOR
 BY2719'6.05 MILES TO A WIRE GATE ON THE RIGHT, JUST BEFORE THE
 BY2719'FARM ROAD CURVES WEST.  TURN RIGHT, WEST, THROUGH GATE FOR
 BY2719'0.05 MILE TO A FORK, TAKE RIGHT FORK ON WOODS ROAD FOR 0.35
 BY2719'MILE TO A WIRE GATE, PASS THROUGH AND GO ABOUT 50 YARDS TO
 BY2719'ANOTHER WIRE GATE, PASS THROUGH AND FOLLOW MAIN RIDGE ROAD
 BY2719'NORTHERLY FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT,
 BY2719'JUST BEFORE THE RIDGE ROAD CURVES NORTHWEST.  CONTINUE
 BY2719'NORTHWEST AND CIRCLE SOUTHWESTERLY ON RIDGE ROAD FOR 0.35 MILE
 BY2719'TO A BOARD GATE, GO THROUGH GATE AND CONTINUE SOUTHWESTERLY
 BY2719'FOR 0.25 MILE TO A TRIANGLE BLAZED PINE TREE ON THE
 BY2719'RIGHT AND THE STATION TO THE RIGHT, WEST SIDE OF THE
 BY2719'ROAD.
 BY2719'
 BY2719'A 47 FOOT SIGNAL AT CARTER IS VISIBLE AT 70 FEET.
 BY2719'
 BY2719'AN 87 FOOT SIGNAL AT ALTO IS VISIBLE AT 64 FEET.
 BY2719'
 BY2719'A 74 FOOT SIGNAL AT WECHES 1942 IS VISIBLE AT 70 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0599 ***********************************************************************
 AW0599  DESIGNATION -  CROCKETT RM 1
 AW0599  PID         -  AW0599
 AW0599  STATE/COUNTY-  TX/GALVESTON
 AW0599  USGS QUAD   -  GALVESTON (1994)
 AW0599
 AW0599                         *CURRENT SURVEY CONTROL
 AW0599  ___________________________________________________________________
 AW0599* NAD 83(1993)-  29 16 21.70253(N)    094 48 53.62180(W)     ADJUSTED  
 AW0599* NAVD 88     -         4.265  (meters)      13.99   (feet)  ADJUSTED  
 AW0599  ___________________________________________________________________
 AW0599  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AW0599  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0599  DYNAMIC HT  -           4.259 (meters)      13.97  (feet)  COMP
 AW0599  MODELED GRAV-     979,259.7   (mgal)                       NAVD 88
 AW0599
 AW0599  HORZ ORDER  -  SECOND
 AW0599  VERT ORDER  -  FIRST     CLASS II
 AW0599
 AW0599.The horizontal coordinates were established by classical geodetic methods
 AW0599.and adjusted by the National Geodetic Survey in February 1996..
 AW0599
 AW0599.The orthometric height was determined by differential leveling
 AW0599.and adjusted by the National Geodetic Survey in March 1997..
 AW0599
 AW0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0599
 AW0599.The geoid height was determined by GEOID03.
 AW0599
 AW0599.The dynamic height is computed by dividing the NAVD 88
 AW0599.geopotential number by the normal gravity value computed on the
 AW0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0599.degrees latitude (g = 980.6199 gals.).
 AW0599
 AW0599.The modeled gravity was interpolated from observed gravity values.
 AW0599
 AW0599;                    North         East     Units Scale Factor Converg.
 AW0599;SPC TXSC     - 4,166,794.755 1,006,574.967   MT  0.99986383   +2 03 01.2
 AW0599;SPC TXSC     -13,670,559.13  3,302,404.70   sFT  0.99986383   +2 03 01.2
 AW0599;UTM  15      - 3,239,564.271   323,679.818   MT  0.99998363   -0 53 15.5
 AW0599
 AW0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0599!SPC TXSC     -   1.00000350  x   0.99986383  =   0.99986733
 AW0599!UTM  15      -   1.00000350  x   0.99998363  =   0.99998713
 AW0599
 AW0599                          SUPERSEDED SURVEY CONTROL
 AW0599
 AW0599  NAD 83(1986)-  29 16 21.71760(N)    094 48 53.60239(W) AD(       ) 2
 AW0599  NAD 27      -  29 16 20.86034(N)    094 48 52.89873(W) AD(       ) 2
 AW0599  NAVD 88 (06/15/91)    4.315  (m)           14.16   (f) UNKNOWN     1 1
 AW0599  NGVD 29 (12/23/87)    4.312  (m)           14.15   (f) ADJUSTED    1 1
 AW0599
 AW0599.Superseded values are not recommended for survey control.
 AW0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0599.See file dsdata.txt to determine how the superseded data were derived.
 AW0599
 AW0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2368039564(NAD 83)
 AW0599_MARKER: DR = REFERENCE MARK DISK
 AW0599_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0599_SP_SET: SEAWALL
 AW0599_STAMPING: CROCKETT NO 1 1942
 AW0599_MARK LOGO: CGS   
 AW0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0599+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0599
 AW0599  HISTORY     - Date     Condition        Report By
 AW0599  HISTORY     - 1942     MONUMENTED       CGS
 AW0599  HISTORY     - 1973     GOOD             NGS
 AW0599  HISTORY     - 1974     GOOD             NGS
 AW0599  HISTORY     - 1978     GOOD             NGS
 AW0599  HISTORY     - 1983     GOOD             NGS
 AW0599  HISTORY     - 1984     GOOD             USPSQD
 AW0599  HISTORY     - 1987     GOOD             USPSQD
 AW0599  HISTORY     - 1987     GOOD             USPSQD
 AW0599  HISTORY     - 1987     GOOD             USPSQD
 AW0599  HISTORY     - 1987     GOOD             USPSQD
 AW0599  HISTORY     - 1987     GOOD             NGS
 AW0599  HISTORY     - 1988     GOOD             USPSQD
 AW0599  HISTORY     - 1988     GOOD             USPSQD
 AW0599  HISTORY     - 1988     GOOD             USPSQD
 AW0599  HISTORY     - 1988     GOOD             USPSQD
 AW0599  HISTORY     - 1988     GOOD             USPSQD
 AW0599  HISTORY     - 1988     GOOD             USPSQD
 AW0599  HISTORY     - 1988     GOOD             USPSQD
 AW0599  HISTORY     - 1988     GOOD             USPSQD
 AW0599  HISTORY     - 1988     GOOD             USPSQD
 AW0599  HISTORY     - 1988     GOOD             USPSQD
 AW0599  HISTORY     - 1989     GOOD             USPSQD
 AW0599  HISTORY     - 1989     GOOD             USPSQD
 AW0599  HISTORY     - 1989     GOOD             USPSQD
 AW0599  HISTORY     - 1989     GOOD             USPSQD
 AW0599  HISTORY     - 1989     GOOD             USPSQD
 AW0599  HISTORY     - 1989     GOOD             USPSQD
 AW0599  HISTORY     - 1989     GOOD             USPSQD
 AW0599  HISTORY     - 1989     GOOD             USPSQD
 AW0599  HISTORY     - 1989     GOOD             USPSQD
 AW0599  HISTORY     - 1990     GOOD             USPSQD
 AW0599  HISTORY     - 19940326 GOOD             USPSQD
 AW0599  HISTORY     - 19961205 GOOD             NGS
 AW0599  HISTORY     - 20021228 GOOD             INDIV
 AW0599  HISTORY     - 20041210 GOOD             USPSQD
 AW0599  HISTORY     - 20051214 GOOD             USPSQD
 AW0599
 AW0599                          STATION DESCRIPTION
 AW0599
 AW0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0599'IN GALVESTON.
 AW0599'AT GALVESTON, ALONG SEAWALL BOULEVARD, AT A FORMER FORT CROCKETT GUN
 AW0599'EMPLACEMENT, IN THE TOP AND CENTER OF A CONCRETE SEAWALL, 73.1 FEET
 AW0599'SOUTHEAST OF THE SOUTHEAST CURB OF THE BOULEVARD, 139.6 FEET NORTHEAST
 AW0599'OF R.M. 2, 45.2 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF CONCRETE
 AW0599'STEPS, 7.4 FEET EAST OF THE SOUTH CORNER OF A SHADED PICNIC TABLE, AND
 AW0599'ABOUT LEVEL WITH THE BOULEVARD.
 AW0599
 AW0599                          STATION RECOVERY (1974)
 AW0599
 AW0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1978)
 AW0599
 AW0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1983)
 AW0599
 AW0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1984)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1987)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1987)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1987)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1987)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1987 (AOM)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1987)
 AW0599
 AW0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0599'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.5 KM (2.15
 AW0599'MI) SOUTHWEST ALONG SEAWALL BOULEVARD FROM MOODY CENTER IN GALVESTON.
 AW0599
 AW0599                          STATION RECOVERY (1988)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1988)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1988)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1988)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1988)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1988)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1988)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1988)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1988)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1988)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1989)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1989)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1989)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1989)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1989)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1989)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1989)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1989)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1989)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1990)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1994)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (1996)
 AW0599
 AW0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0599'0.5 KM (0.30 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW0599'JUNCTION OF 61TH STREET IN GALVESTON, IN A CONCRETE SEAWALL ALONG THE
 AW0599'SOUTH SIDE OF THE BOULEVARD, 42.6 M (139.8 FT) NORTHEAST OF REFERENCE
 AW0599'MARK 2, 35.0 M (114.8 FT) EAST OF TRIANGULATION STATION CROCKETT 2,
 AW0599'28.9 M (94.8 FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND LANES OF THE
 AW0599'HIGHWAY, 13.8 M (45.3 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A SET OF
 AW0599'STEPS LEADING TO A GUN EMPLACEMENT, 2.2 M (7.2 FT) EAST OF THE
 AW0599'SOUTHEAST CORNER OF A PICNIC AREA, 0.7 M (2.3 FT) NORTHWEST OF THE
 AW0599'SOUTHEAST EDGE OF THE SEAWALL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AW0599'THE BOULEVARD.
 AW0599
 AW0599                          STATION RECOVERY (2002)
 AW0599
 AW0599'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (COH)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (2004)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0599'RECOVERED IN GOOD CONDITION.
 AW0599
 AW0599                          STATION RECOVERY (2005)
 AW0599
 AW0599'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0599'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0598 ***********************************************************************
 AW0598  DESIGNATION -  CROCKETT RM 2
 AW0598  PID         -  AW0598
 AW0598  STATE/COUNTY-  TX/GALVESTON
 AW0598  USGS QUAD   -  GALVESTON (1994)
 AW0598
 AW0598                         *CURRENT SURVEY CONTROL
 AW0598  ___________________________________________________________________
 AW0598* NAD 83(1993)-  29 16 21.07095(N)    094 48 55.02409(W)     ADJUSTED  
 AW0598* NAVD 88     -         4.259  (meters)      13.97   (feet)  ADJUSTED  
 AW0598  ___________________________________________________________________
 AW0598  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AW0598  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0598  DYNAMIC HT  -           4.253 (meters)      13.95  (feet)  COMP
 AW0598  MODELED GRAV-     979,259.6   (mgal)                       NAVD 88
 AW0598
 AW0598  HORZ ORDER  -  SECOND
 AW0598  VERT ORDER  -  FIRST     CLASS II
 AW0598
 AW0598.The horizontal coordinates were established by classical geodetic methods
 AW0598.and adjusted by the National Geodetic Survey in February 1996..
 AW0598
 AW0598.The orthometric height was determined by differential leveling
 AW0598.and adjusted by the National Geodetic Survey in March 1997..
 AW0598
 AW0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0598
 AW0598.The geoid height was determined by GEOID03.
 AW0598
 AW0598.The dynamic height is computed by dividing the NAVD 88
 AW0598.geopotential number by the normal gravity value computed on the
 AW0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0598.degrees latitude (g = 980.6199 gals.).
 AW0598
 AW0598.The modeled gravity was interpolated from observed gravity values.
 AW0598
 AW0598;                    North         East     Units Scale Factor Converg.
 AW0598;SPC TXSC     - 4,166,773.970 1,006,537.837   MT  0.99986383   +2 03 00.5
 AW0598;SPC TXSC     -13,670,490.93  3,302,282.89   sFT  0.99986383   +2 03 00.5
 AW0598;UTM  15      - 3,239,545.415   323,641.667   MT  0.99998380   -0 53 16.2
 AW0598
 AW0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0598!SPC TXSC     -   1.00000350  x   0.99986383  =   0.99986733
 AW0598!UTM  15      -   1.00000350  x   0.99998380  =   0.99998730
 AW0598
 AW0598                          SUPERSEDED SURVEY CONTROL
 AW0598
 AW0598  NAD 83(1986)-  29 16 21.08606(N)    094 48 55.00461(W) AD(       ) 2
 AW0598  NAD 27      -  29 16 20.22873(N)    094 48 54.30098(W) AD(       ) 2
 AW0598  NAVD 88 (06/15/91)    4.309  (m)           14.14   (f) UNKNOWN     1 1
 AW0598  NGVD 29 (12/23/87)    4.306  (m)           14.13   (f) ADJUSTED    1 1
 AW0598
 AW0598.Superseded values are not recommended for survey control.
 AW0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0598.See file dsdata.txt to determine how the superseded data were derived.
 AW0598
 AW0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2364239545(NAD 83)
 AW0598_MARKER: DR = REFERENCE MARK DISK
 AW0598_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0598_SP_SET: SEAWALL
 AW0598_STAMPING: CROCKETT NO 2 1942
 AW0598_MARK LOGO: CGS   
 AW0598_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0598+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0598
 AW0598  HISTORY     - Date     Condition        Report By
 AW0598  HISTORY     - 1978     MONUMENTED       NGS
 AW0598  HISTORY     - 1973     GOOD             NGS
 AW0598  HISTORY     - 1974     GOOD             NGS
 AW0598  HISTORY     - 1978     GOOD             NGS
 AW0598  HISTORY     - 1979     GOOD             NOS
 AW0598  HISTORY     - 1983     GOOD             NGS
 AW0598  HISTORY     - 1984     GOOD             USPSQD
 AW0598  HISTORY     - 1987     GOOD             NGS
 AW0598  HISTORY     - 1988     GOOD             USPSQD
 AW0598  HISTORY     - 1988     GOOD             USPSQD
 AW0598  HISTORY     - 1988     GOOD             USPSQD
 AW0598  HISTORY     - 1988     GOOD             USPSQD
 AW0598  HISTORY     - 1988     GOOD             USPSQD
 AW0598  HISTORY     - 1988     GOOD             USPSQD
 AW0598  HISTORY     - 1988     GOOD             USPSQD
 AW0598  HISTORY     - 1988     GOOD             USPSQD
 AW0598  HISTORY     - 1988     GOOD             USPSQD
 AW0598  HISTORY     - 1989     GOOD             USPSQD
 AW0598  HISTORY     - 1989     GOOD             USPSQD
 AW0598  HISTORY     - 1989     GOOD             USPSQD
 AW0598  HISTORY     - 1989     GOOD             USPSQD
 AW0598  HISTORY     - 1989     GOOD             USPSQD
 AW0598  HISTORY     - 1989     GOOD             USPSQD
 AW0598  HISTORY     - 1989     GOOD             USPSQD
 AW0598  HISTORY     - 1989     GOOD             USPSQD
 AW0598  HISTORY     - 1989     GOOD             USPSQD
 AW0598  HISTORY     - 1989     GOOD             USPSQD
 AW0598  HISTORY     - 1990     GOOD             USPSQD
 AW0598  HISTORY     - 19940326 GOOD             USPSQD
 AW0598  HISTORY     - 19961205 GOOD             NGS
 AW0598  HISTORY     - 20031206 GOOD             USPSQD
 AW0598  HISTORY     - 20041210 GOOD             USPSQD
 AW0598  HISTORY     - 20051214 GOOD             USPSQD
 AW0598
 AW0598                          STATION DESCRIPTION
 AW0598
 AW0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW0598'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF GALVESTON IN
 AW0598'A SMALL CITY PARK, THE SOUTHWEST ON OF TWO ON THE SOUTHEAST
 AW0598'SIDE OF SEAWALL BOULEVARD BETWEEN 39TH AND 54TH STREETS.  IT
 AW0598'IS SOUTH ACROSS SEAWALL BOULEVARD FROM THE MOODY COLLEGE OF
 AW0598'TEXAS A AND M, SOUTH-SOUTHWEST ACROSS SEAWALL BOULEVARD FROM
 AW0598'THE FT CROCKETT APARTMENT COMPLEX, AND APPROXIMATELY 200
 AW0598'METERS EAST OF AND ACROSS SEAWALL BOULEVARD FROM AN OLD
 AW0598'EARTHEN GUN SITE.  IT IS ON PROPERTY OF THE CITY OF GALVESTON
 AW0598'AND PERMISSION GRANTED TO USE THE STATION BY MR. PETER H. EARLY,
 AW0598'CITY ENGINEER, BOX 779, GALVESTON, TEXAS 77551.
 AW0598'
 AW0598'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 AW0598'STAMPED---CROCKETT NO 2 1942---,
 AW0598'SET INTO A DRILL HOLE IN A CONCRETE LEDGE AND FLUSH WITH THE
 AW0598'TOP OF THE SEAWALL.  IT IS
 AW0598'134.0 FEET SOUTHWEST FROM THE SOUTHWEST END OF A PICNIC SHELTER,
 AW0598'45.6 FEET SOUTH-SOUTHEAST FROM THE SOUTHEAST CURB OF SEAWALL
 AW0598'BOULEVARD, AND 2.8 FEET NORTH FROM THE SOUTH EDGE OF THE
 AW0598'CONCRETE SEAWALL.
 AW0598
 AW0598                          STATION RECOVERY (1973)
 AW0598
 AW0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0598'IN GALVESTON.
 AW0598'AT GALVESTON, ALONG SEAWALL BOULEVARD, AT THE SOUTHWEST SIDE OF A
 AW0598'PICNIC AREA, IN THE TOP OF A CONCRETE SEAWALL, 45.0 FEET SOUTHEAST OF
 AW0598'THE SOUTHEAST CURB OF THE BOULEVARD, 139.6 FEET SOUTHWEST OF R.M. 1,
 AW0598'133.8 FEET SOUTHWEST OF THE SOUTH CORNER OF A SHADED PICNIC TABLE, AND
 AW0598'ABOUT LEVEL WITH THE BOULEVARD.
 AW0598
 AW0598                          STATION RECOVERY (1974)
 AW0598
 AW0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1978)
 AW0598
 AW0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1979)
 AW0598
 AW0598'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW0598'THE STATION, CROCKETT 2 1974 AND CROCKETT RM 1 WERE RECOVERED
 AW0598'IN GOOD CONDITION AND AS DESCRIBED IN 1978.  THE DISTANCES
 AW0598'TO ALL MARKS COMPARED WITH THE 1978 OBSERVATIONS.  THE STATION
 AW0598'WAS NOT OCCUPIED AT THIS TIME.
 AW0598'
 AW0598'HIEGHT OF LIGHT SHOWN WAS 1.48 METERS.
 AW0598
 AW0598                          STATION RECOVERY (1983)
 AW0598
 AW0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1984)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1987)
 AW0598
 AW0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0598'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.5 KM (2.15
 AW0598'MI) SOUTHWEST ALONG SEAWALL BOULEVARD FROM MOODY CENTER IN GALVESTON.
 AW0598
 AW0598                          STATION RECOVERY (1988)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1988)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1988)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1988)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1988)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1988)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1988)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1988)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1988)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1989)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1989)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1989)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1989)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1989)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1989)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1989)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1989)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1989)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1989)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1990)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1994)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (1996)
 AW0598
 AW0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0598'0.5 KM (0.30 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW0598'JUNCTION OF 61TH STREET IN GALVESTON, IN A CONCRETE SEAWALL ALONG THE
 AW0598'SOUTH SIDE OF THE BOULEVARD, 42.6 M (139.8 FT) SOUTHWEST OF REFERENCE
 AW0598'MARK 1, 20.3 M (66.6 FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND
 AW0598'LANES OF THE HIGHWAY, 17.3 M (56.8 FT) SOUTH OF TRIANGULATION STATION
 AW0598'CROCKETT 2, 0.7 M (2.3 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AW0598'SEAWALL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
 AW0598
 AW0598                          STATION RECOVERY (2003)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (2004)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0598'RECOVERED IN GOOD CONDITION.
 AW0598
 AW0598                          STATION RECOVERY (2005)
 AW0598
 AW0598'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0598'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0585 ***********************************************************************
 DP0585  DESIGNATION -  CROEN
 DP0585  PID         -  DP0585
 DP0585  STATE/COUNTY-  TX/CROSBY
 DP0585  USGS QUAD   -  MC ADOO (1966)
 DP0585
 DP0585                         *CURRENT SURVEY CONTROL
 DP0585  ___________________________________________________________________
 DP0585* NAD 83(1993)-  33 41 00.77348(N)    101 02 25.12289(W)     ADJUSTED  
 DP0585* NAVD 88     -       907.4    (meters)    2977.     (feet)  VERTCON   
 DP0585  ___________________________________________________________________
 DP0585  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DP0585  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DP0585
 DP0585  HORZ ORDER  -  FIRST
 DP0585
 DP0585.The horizontal coordinates were established by classical geodetic methods
 DP0585.and adjusted by the National Geodetic Survey in February 1996..
 DP0585
 DP0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0585
 DP0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0585
 DP0585.The geoid height was determined by GEOID03.
 DP0585
 DP0585;                    North         East     Units Scale Factor Converg.
 DP0585;SPC TXNC     - 2,226,505.001   364,485.814   MT  0.99993330   -1 23 07.7
 DP0585;SPC TXNC     - 7,304,791.82  1,195,817.21   sFT  0.99993330   -1 23 07.7
 DP0585;UTM  14      - 3,728,937.423   310,870.297   MT  1.00004099   -1 07 54.9
 DP0585
 DP0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0585!SPC TXNC     -   0.99986164  x   0.99993330  =   0.99979495
 DP0585!UTM  14      -   0.99986164  x   1.00004099  =   0.99990262
 DP0585
 DP0585|---------------------------------------------------------------------|
 DP0585| PID    Reference Object                     Distance      Geod. Az  |
 DP0585|                                                           dddmmss.s |
 DP0585| CJ6118 CROEN RM 1                           33.955 METERS 02626     |
 DP0585| DP0586 CROSBY DICKENS CO LINE 1935           0.477 METERS 07140     |
 DP0585| CJ6117 CROEN AZ MK 2                                      0875439.2 |
 DP0585| CJ6120 CROEN RM 3                           61.692 METERS 09209     |
 DP0585| DP0588 CROEN RM 4                           47.958 METERS 10912     |
 DP0585| CJ6116 CROEN AZ MK                                        1292839.6 |
 DP0585| CJ6119 CROEN RM 2                           31.160 METERS 26933     |
 DP0585|---------------------------------------------------------------------|
 DP0585
 DP0585                          SUPERSEDED SURVEY CONTROL
 DP0585
 DP0585  NAD 83(1993)-  33 41 00.77726(N)    101 02 25.12064(W) AD(       ) 1
 DP0585  NAD 83(1986)-  33 41 00.77892(N)    101 02 25.11590(W) AD(       ) 1
 DP0585  NAD 27      -  33 41 00.47700(N)    101 02 23.60200(W) AD(       ) 1
 DP0585  NGVD 29 (07/17/98)  907.1    (m)         2976.     (f) VERT ANG       
 DP0585
 DP0585.Superseded values are not recommended for survey control.
 DP0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0585.See file dsdata.txt to determine how the superseded data were derived.
 DP0585
 DP0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC1087028937(NAD 83)
 DP0585_MARKER: DS = TRIANGULATION STATION DISK
 DP0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0585
 DP0585  HISTORY     - Date     Condition        Report By
 DP0585  HISTORY     - 1935     MONUMENTED       CGS
 DP0585  HISTORY     - 1938     GOOD             TXHD
 DP0585  HISTORY     - 1948     GOOD             CGS
 DP0585  HISTORY     - 1950     GOOD             CGS
 DP0585  HISTORY     - 1965     POOR             USGS
 DP0585  HISTORY     - 1965     GOOD             USGS
 DP0585  HISTORY     - 1968     GOOD             CGS
 DP0585
 DP0585                          STATION DESCRIPTION
 DP0585
 DP0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0585'STATION IS LOCATED BY THE CROSBY-DICKENS COUNTY LINE MARKER
 DP0585'ON THE S SIDE OF U.S. HIGHWAY 62, 10 MILES S OF THE
 DP0585'CROSBY-FLOYD-DICKENS-MOTLEY COUNTY CORNER ON PROPERTY OWNED
 DP0585'BY R.A. CRAUSBAY.
 DP0585'
 DP0585'IT IS LOCATED 50 FEET S OF CENTER LINE OF HIGHWAY 62 AT N
 DP0585'EDGE OF CULTIVATED FIELD, 0.477 METERS (1.56 FEET) W OF COUNTY
 DP0585'LINE CORNER MARKER.  FLUSH MARK.
 DP0585'
 DP0585'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0585'BRONZE DISKS SET IN CONCRETE.
 DP0585'
 DP0585'REFERENCE MARK NO. 1 IS N OF STATION, AND 51 FEET N OF CENTER
 DP0585'LINE OF U.S. HIGHWAY 62.
 DP0585'
 DP0585'REFERENCE MARK NO. 2 IS W OF STATION, AND 52 FEET S OF CENTER
 DP0585'LINE OF U.S. HIGHWAY 62.
 DP0585'
 DP0585'AZIMUTH MARK IS 0.7 MILE SE OF STATION IN N-S FENCE LINE AT
 DP0585'POINT WHERE OBLIQUE SE-NW FENCE LINE JOINS IT.  REACHED FROM
 DP0585'STATION BY GOING E 0.55 MILE, THENCE RIGHT AT CONCRETE CULVERT
 DP0585'ON DIRT ROAD FOR 0.45 MILE TO HOUSE.  MARK IS 0.1 MILE NW
 DP0585'ACROSS FIELD.
 DP0585'
 DP0585'STATION IS REACHED FROM THE CROSBYTON SERVICE STATION IN
 DP0585'CROSBYTON BY GOING E ON U.S. HIGHWAY 62 FOR 11.55 MILES OR
 DP0585'0.6 MILE PAST A T-ROAD TO RIGHT.
 DP0585'
 DP0585'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DP0585
 DP0585                          STATION RECOVERY (1938)
 DP0585
 DP0585'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0585'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 DP0585'CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0585
 DP0585                          STATION RECOVERY (1948)
 DP0585
 DP0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (KS)
 DP0585'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE FOUND AS
 DP0585'DESCRIBED IN GOOD CONDITION.  REFERENCE MARK NO. 2 COULD
 DP0585'NOT BE FOUND.  STATION WAS COVERED WITH ABOUT 4 INCHES OF
 DP0585'DIRT.
 DP0585'
 DP0585'TEXAS HIGHWAY DEPARTMENT SET NEW CONCRETE COUNTY LINE MARKER
 DP0585'IN 1939 ABOUT 200 YARDS W OF OLD MARKER WHICH CAUSED SOME CONFUSION
 DP0585'IN FINDING STATION.
 DP0585
 DP0585                          STATION RECOVERY (1950)
 DP0585
 DP0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 DP0585'DESCRIPTION GOOD.  STATION AND REFERENCE MARKS RECOVERED.
 DP0585
 DP0585                          STATION RECOVERY (1965)
 DP0585
 DP0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0585'STATION MONUMENT FOUND SOLIDLY IN PLACE, BUT CHIPPED ON TOP.
 DP0585'TABLET IS SOLID.  R.M. 1 HAS BEEN DESTROYED, POST IN PLACE
 DP0585'BUT CAP IS REMOVED.  R.M. 2 IS IN PLACE, BUT ARROW POINTS WEST
 DP0585'INSTEAD OF EAST.  THE DESCRIBED COUNTY MARKER IS IN PLACE, BUT THE
 DP0585'HIGHWAY DEPARTMENT SIGNS ARE ABOUT 400 FEET WEST OF THE STATION.
 DP0585'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 DP0585'
 DP0585'THE ROUTE DESCRIPTION SHOULD READ FROM THE CITY SQUARE IN
 DP0585'CROSBYTON AS THERE ARE MANY SERVICE STATIONS NOW.
 DP0585'
 DP0585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.5 MILES
 DP0585'E OF CROSBYTON.
 DP0585
 DP0585                          STATION RECOVERY (1965)
 DP0585
 DP0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0585'RECOVERED AS DESCRIBED IN NGS QUAD 33101-1, STATION 1002.
 DP0585'RECOVERED BY USGS IN 1960 AND 1965.
 DP0585'STATION MARK--USC AND GS STANDARD DISK SET IN CONCRETE POST FLUSH WITH
 DP0585'GROUND, STAMPED---CROEN 1935---.
 DP0585
 DP0585                          STATION RECOVERY (1968)
 DP0585
 DP0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0585'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 DP0585'RECOVERED.  THE CORNERS OF THE MONUMENTS HAVE BEEN BROKEN OFF
 DP0585'OF THE STATION MARK AND REFERENCE MARK 2, THE ARROW ON THE
 DP0585'REFERENCE MARK IS POINTING 180 DEGREE FROM THE STATION.  THE
 DP0585'AZIMUTH MARK IS NOW IN A CULTIVATED FIELD AND THE PROPERTY
 DP0585'OWNER REQUESTED THAT MARK BE REMOVED FROM FIELD.  THE MARK WAS
 DP0585'DESTROYED AFTER OBSERVATION WAS MADE.  THE COUNTY LINE MARKER
 DP0585'IS NOT IN THE SAME LOCATION AS DESCRIBED IN 1935, THE POST IS
 DP0585'LOOSE AND BROKEN.  THE DISK IS LOOSE AND CAN EASILY BE REMOVED
 DP0585'FROM THE MONUMENT, NO OBSERVATIONS WAS MADE.  AZIMUTH MARK,
 DP0585'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 DP0585'
 DP0585'REFERENCE MARK 4 WAS USED FOR OBSERVATIONS, DUE POWER LINE
 DP0585'OVER STATION SO A TOWER COULD NOT BE CONSTRUCTED.
 DP0585'
 DP0585'A NEW DESCRIPTION FOLLOWS--
 DP0585'
 DP0585'STATION IS LOCATED ABOUT 12 MILES WEST OF DICKENS AND 11-1/2
 DP0585'MILES EAST OF CROSBYTON AT THE CROSBY-DICKENS COUNTY LINE ON THE
 DP0585'SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 82.
 DP0585'
 DP0585'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND FARM ROAD 651
 DP0585'IN CROSBYTON, GO EAST ON U.S. HIGHWAY 82 FOR 10 MILE TO JUNCTION
 DP0585'WITH FARM ROAD 836, CONTINUE EAST FOR 1.3 MILES TO STATION ON
 DP0585'RIGHT.
 DP0585'
 DP0585'STATION MARK, A STANDARD DISK STAMPED CROEN 1935, IS SET
 DP0585'IN THE TOP OF A SQUARE CONCRETE POST WITH THE CORNERS BROKEN
 DP0585'OFF AND PROJECTS 6 INCHES.  THE MARK IS 202.1 FEET WEST OF
 DP0585'WITNESS POST, 110 FEET EAST OF A POWER LINE POLE AND 51 FEET
 DP0585'SOUTH OF CENTER OF U.S. HIGHWAY 82.
 DP0585'
 DP0585'REFERENCE MARK 2, A STANDARD DISK STAMPED CROEN NO 2 1935, IS SET
 DP0585'IN THE TOP OF A SQUARE CONCRETE POST WITH THE CORNERS BROKEN OFF
 DP0585'WHICH PROJECTS 2 INCHES.  THE MARK 51 FEET SOUTH OF THE CENTER OF
 DP0585'U.S. HIGHWAY 82 AND 13.5 FEET NORTHEAST OF A POWER LINE POLE.
 DP0585'
 DP0585'REFERENCE MARK 3, A STANDARD DISK STAMPED CROEN 1935 NO 3 1968,
 DP0585'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 DP0585'INCHES.  THE MARK IS 61 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 DP0585'82, 2.5 FEET WEST OF A POWER LINE POLE AND 1.1 FEET WEST OF
 DP0585'WITNESS POST.
 DP0585'
 DP0585'REFERENCE MARK 4, A STANDARD DISK STAMPED CROEN 1935 NO 4 1968, IS
 DP0585'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 30 INCHES BELOW
 DP0585'THE SURFACE OF THE GROUND.  THE MARK IS 105 FEET SOUTH OF THE
 DP0585'CENTER OF U.S. HIGHWAY 82, 71 FEET SOUTHWEST OF A POWER LINE POLE
 DP0585'AND 69 FEET SOUTHWEST OF THE WITNESS POST.
 DP0585'
 DP0585'AZIMUTH MARK, A STANDARD DISK STAMPED CROEN 1935 1968, IS
 DP0585'SET IN A DRILL HOLE IN THE EAST END OF THE NORTH CONCRETE
 DP0585'HEADWALL OF CULVERT.  THE MARK IS 22 FEET NORTH OF THE CENTER
 DP0585'OF U.S. HIGHWAY 82.
 DP0585'
 DP0585'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 DP0585'
 DP0585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DP0585'11-1/2 MILES EAST OF CROSBYTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0588 ***********************************************************************
 DP0588  DESIGNATION -  CROEN RM 4
 DP0588  PID         -  DP0588
 DP0588  STATE/COUNTY-  TX/DICKENS
 DP0588  USGS QUAD   -  MC ADOO (1966)
 DP0588
 DP0588                         *CURRENT SURVEY CONTROL
 DP0588  ___________________________________________________________________
 DP0588* NAD 83(1993)-  33 41 00.26175(N)    101 02 23.36445(W)     ADJUSTED  
 DP0588* NAVD 88     -       906.     (meters)    2972.     (feet)  SCALED    
 DP0588  ___________________________________________________________________
 DP0588  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DP0588  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DP0588
 DP0588  HORZ ORDER  -  FIRST
 DP0588
 DP0588.The horizontal coordinates were established by classical geodetic methods
 DP0588.and adjusted by the National Geodetic Survey in February 1996..
 DP0588
 DP0588.The orthometric height was scaled from a topographic map.
 DP0588
 DP0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0588
 DP0588.The geoid height was determined by GEOID03.
 DP0588
 DP0588;                    North         East     Units Scale Factor Converg.
 DP0588;SPC TXNC     - 2,226,488.145   364,530.709   MT  0.99993327   -1 23 06.7
 DP0588;SPC TXNC     - 7,304,736.52  1,195,964.50   sFT  0.99993327   -1 23 06.7
 DP0588;UTM  14      - 3,728,920.765   310,915.271   MT  1.00004078   -1 07 53.9
 DP0588
 DP0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0588!SPC TXNC     -   0.99986181  x   0.99993327  =   0.99979509
 DP0588!UTM  14      -   0.99986181  x   1.00004078  =   0.99990258
 DP0588
 DP0588|---------------------------------------------------------------------|
 DP0588| PID    Reference Object                     Distance      Geod. Az  |
 DP0588|                                                           dddmmss.s |
 DP0588| CJ6120 CROEN RM 3                           21.207 METERS 05035     |
 DP0588| CJ6117 CROEN AZ MK 2                                      0864242.6 |
 DP0588| DP0598 CROSBYTON BUNGE CORP ELEVATOR       APPROX.17.9 KM 2621000.0 |
 DP0588| CJ6119 CROEN RM 2                           77.983 METERS 28127     |
 DP0588| DP0585 CROEN                                47.958 METERS 28912     |
 DP0588|---------------------------------------------------------------------|
 DP0588
 DP0588                          SUPERSEDED SURVEY CONTROL
 DP0588
 DP0588  NAD 83(1993)-  33 41 00.26553(N)    101 02 23.36220(W) AD(       ) 1
 DP0588  NAD 83(1986)-  33 41 00.26718(N)    101 02 23.35744(W) AD(       ) 1
 DP0588  NAD 27      -  33 40 59.96524(N)    101 02 21.84362(W) AD(       ) 1
 DP0588
 DP0588.Superseded values are not recommended for survey control.
 DP0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0588.See file dsdata.txt to determine how the superseded data were derived.
 DP0588
 DP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC1091528921(NAD 83)
 DP0588_MARKER: DR = REFERENCE MARK DISK
 DP0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0588+STABILITY: SURFACE MOTION
 DP0588
 DP0588  HISTORY     - Date     Condition        Report By
 DP0588  HISTORY     - 1968     MONUMENTED       CGS
 DP0588
 DP0588                          STATION DESCRIPTION
 DP0588
 DP0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0588'STATION IS LOCATED ABOUT 12 MILES WEST OF DICKENS AND 11-1/2
 DP0588'MILES EAST OF CROSBYTON JUST EAST OF THE CROSBY-DICKENS COUNTY
 DP0588'LINE IN A CULTIVATED FIELD TO THE SOUTH OF U.S. HIGHWAY 82.
 DP0588'
 DP0588'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND FARM ROAD 651
 DP0588'IN CROSBYTON, GO EAST ON U.S. HIGHWAY 82 FOR 10 MILES TO JUNCTION
 DP0588'WITH FARM ROAD 836, CONTINUE EAST FOR 1.3 MILES TO STATION ON
 DP0588'RIGHT, CONTINUE FOR 0.5 MILE TO AZIMUTH MARK ON LEFT.
 DP0588'
 DP0588'STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED CROEN 1935
 DP0588'NO 4 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 30
 DP0588'INCHES BELOW THE SURFACE OF TH GROUND.  THE MARK IS 105 FEET SOUTH
 DP0588'OF THE CENTER LINE OF U.S. HIGHWAY 82, 71 FEET SOUTHWEST OF A
 DP0588'POWER LINE POLE AND 69 FEET SOUTHWEST OF WITNESS POST.
 DP0588'
 DP0588'CROEN 1935, A STANDARD STATION MARK DISK STAMPED CROEN 1935, IS
 DP0588'SET IN THE TOP OF A SQUARE CONCRETE POST WITH THE CORNERS BROKEN
 DP0588'OFF WHICH PROJECTS 3 INCHES.  THE MARK IS 202.1 FEET WEST OF
 DP0588'WITNESS POST, 110 FEET EAST OF A POWER LINE POLE AND 51 FEET
 DP0588'SOUTH OF THE CENTER OF U.S. HIGHWAY 82.
 DP0588'
 DP0588'REFERENCE MARK 2, A STANDARD DISK STAMPED CROEN NO 2 1935,
 DP0588'IS SET IN THE TOP OF A SQUARE CONCRETE POST WITH THE CORNERS
 DP0588'BROKEN OFF WHICH PROJECTS 2 INCHES.  THE MARK IS 51 FEET SOUTH
 DP0588'OF THE CENTER OF U.S. HIGHWAY 82 AND 13.5 FEET NORTHEAST OF
 DP0588'A POWER LINE POLE.
 DP0588'
 DP0588'REFERENCE MARK 3, A STANDARD DISK STAMPED CROEN 1935 NO 3 1968,
 DP0588'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 DP0588'INCHES.  THE MARK IS 61 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 DP0588'82, 2.5 FEET WEST OF A POWER LINE POLE AND 1.1 FEET EAST OF
 DP0588'WITNESS POST.
 DP0588'
 DP0588'AZIMUTH MARK, A STANDARD DISK STAMPED CROEN 1935 1968, IS SET IN
 DP0588'A DRILL HOLE IN THE EAST END OF THE NORTH CONCRETE HEADWALL OF
 DP0588'A CULVERT.  THE MARK IS 22 FEET NORTH OF THE CENTER LINE OF
 DP0588'U.S. HIGHWAY 82.
 DP0588'
 DP0588'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1072 ***********************************************************************
 CT1072  DESIGNATION -  CROOKED
 CT1072  PID         -  CT1072
 CT1072  STATE/COUNTY-  TX/CALLAHAN
 CT1072  USGS QUAD   -  CROOKED CREEK (1987)
 CT1072
 CT1072                         *CURRENT SURVEY CONTROL
 CT1072  ___________________________________________________________________
 CT1072* NAD 83(1993)-  32 06 38.64004(N)    099 28 19.82663(W)     ADJUSTED  
 CT1072* NAVD 88     -       593.     (meters)    1946.     (feet)  SCALED    
 CT1072  ___________________________________________________________________
 CT1072  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 CT1072  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CT1072
 CT1072  HORZ ORDER  -  THIRD
 CT1072
 CT1072.The horizontal coordinates were established by classical geodetic methods
 CT1072.and adjusted by the National Geodetic Survey in February 1996..
 CT1072
 CT1072.The orthometric height was scaled from a topographic map.
 CT1072
 CT1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1072
 CT1072.The geoid height was determined by GEOID03.
 CT1072
 CT1072;                    North         East     Units Scale Factor Converg.
 CT1072;SPC TXNC     - 2,049,668.718   508,247.523   MT  1.00000634   -0 31 48.8
 CT1072;SPC TXNC     - 6,724,621.45  1,667,475.42   sFT  1.00000634   -0 31 48.8
 CT1072;SPC TX C     - 3,271,271.399   781,280.492   MT  1.00006901   +0 26 36.8
 CT1072;SPC TX C     -10,732,496.25  2,563,251.08   sFT  1.00006901   +0 26 36.8
 CT1072;UTM  14      - 3,552,807.326   455,454.100   MT  0.99962447   -0 15 03.6
 CT1072
 CT1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1072!SPC TXNC     -   0.99991106  x   1.00000634  =   0.99991740
 CT1072!SPC TX C     -   0.99991106  x   1.00006901  =   0.99998007
 CT1072!UTM  14      -   0.99991106  x   0.99962447  =   0.99953556
 CT1072
 CT1072:                Primary Azimuth Mark                     Grid Az
 CT1072:SPC TXNC     -  OPLINET                                  342 10 05.2
 CT1072:SPC TX C     -  OPLINET                                  341 11 39.6
 CT1072:UTM  14      -  OPLINET                                  341 53 20.0
 CT1072
 CT1072|---------------------------------------------------------------------|
 CT1072| PID    Reference Object                     Distance      Geod. Az  |
 CT1072|                                                           dddmmss.s |
 CT1072| CX7023 OPLINET                                            3413816.4 |
 CT1072|---------------------------------------------------------------------|
 CT1072
 CT1072                          SUPERSEDED SURVEY CONTROL
 CT1072
 CT1072  NAD 83(1986)-  32 06 38.64713(N)    099 28 19.81396(W) AD(       ) 3
 CT1072  NAD 27      -  32 06 38.15220(N)    099 28 18.55470(W) AD(       ) 3
 CT1072
 CT1072.Superseded values are not recommended for survey control.
 CT1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1072.See file dsdata.txt to determine how the superseded data were derived.
 CT1072
 CT1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA5545452807(NAD 83)
 CT1072_MARKER: DS = TRIANGULATION STATION DISK
 CT1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1072
 CT1072  HISTORY     - Date     Condition        Report By
 CT1072  HISTORY     - 1961     MONUMENTED       CGS
 CT1072
 CT1072                          STATION DESCRIPTION
 CT1072
 CT1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1072'THE STATION IS APPROXIMATELY 5-1/2 MILES SOUTHEAST OF OPLIN,
 CT1072'3 MILES WEST OF U.S. HIGHWAY 283 ON THE NORTH RIGHT-OF-WAY
 CT1072'OF A GRADED ROAD.
 CT1072'
 CT1072'TO REACH THE STATION FROM THE MC INTYRE GROCERY STORE IN
 CT1072'OPLIN, GO NORTH ON FARM ROAD 604 FOR 0.3 MILE TO A CROSSROAD
 CT1072'AT THE OPLIN HIGH SCHOOL.  TURN RIGHT AND GO EAST ON A GRADED
 CT1072'ROAD FOR 2.1 MILES TO A CROSSROAD.  CONTINUE EAST ON THE GRADED
 CT1072'ROAD FOR 1.9 MILES TO WHERE THE MAIN ROAD TURNS SHARP SOUTH
 CT1072'AND A CATTLE GUARD STRAIGHT AHEAD.  TURN RIGH AND GO SOUTH
 CT1072'ON THE GRADED ROAD FOR 0.25 MILE TO A CATTLE GUARD.  CONTINUE
 CT1072'SOUTH AND SOUTHEAST CROSSING THE CATTLE GUARD FOR 2.4 MILES
 CT1072'TO A CATTLE GUARD.  (TURN LEFT AND GO NORTH STAYING ON THE
 CT1072'WEST SIDE OF THE FENCE FOR 0.3 MILE TO THE AZIMUTH MARK
 CT1072'JUST WEST OF THE FENCE.) CONTINUE EAST ON THE GRADED ROAD
 CT1072'CROSSING THE CATTLE GURAD FOR 0.1 MILE TO THE STATION ON
 CT1072'THE NORTH RIGHT-OF-WAY OF THE GRADED ROAD.
 CT1072'
 CT1072'STATION MARKS ARE STANDARD DISKS STAMPED CROOKED 1961.  THE
 CT1072'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CT1072'3 INCHES.  IT IS 63 FEET WEST OF A TELEPHONE POLE, 19 FEET
 CT1072'NORTH OF THE CENTER OF THE GRADED ROAD, 2 FEET SOUTH OF A
 CT1072'FENCE AND 4.3 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 CT1072'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 39 INCHES BELOW THE
 CT1072'SURFACE OF THE GROUND.
 CT1072'
 CT1072'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CROOKED NO. 1
 CT1072'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 CT1072'IT IS 44 FEET SOUTH OF THE TELEPHONE POLE, 20 FEET SOUTH OF
 CT1072'THE CENTER OF THE GRADED ROAD AND 1 FOOT NORTH OF A FENCE.
 CT1072'
 CT1072'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CROOKED NO. 2
 CT1072'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CT1072'IT IS 20 FEET SOUTH OF THE CENTER OF THE GRADED ROAD AND 1 FOOT
 CT1072'NORTH OF THE FENCE.
 CT1072'
 CT1072'AZIMUTH MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 CT1072'DISK STAMPED OPLINET 1960 1959 FT., IS SET IN A 8 INCH SQUARE
 CT1072'CONCRETE POST WHICH PROJECTS 12 INCHES.  IT IS 8 FEET WEST
 CT1072'OF A FENCE AND 7.8 FEET WEST OF A METAL WITNESS POST.
 CT1072'
 CT1072'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0711 ***********************************************************************
 AW0711  DESIGNATION -  CROSBY
 AW0711  PID         -  AW0711
 AW0711  STATE/COUNTY-  TX/HARRIS
 AW0711  USGS QUAD   -  CROSBY (1982)
 AW0711
 AW0711                         *CURRENT SURVEY CONTROL
 AW0711  ___________________________________________________________________
 AW0711* NAD 83(1993)-  29 56 02.80839(N)    095 02 05.59239(W)     ADJUSTED  
 AW0711* NAVD 88     -        16.51   (+/-2cm)      54.2    (feet)  VERTCON   
 AW0711  ___________________________________________________________________
 AW0711  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW0711  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW0711  OBS GRAVITY -     979,301.6   (mgal)                       GRAV_OBS
 AW0711
 AW0711  HORZ ORDER  -  SECOND
 AW0711  VERT ORDER  -  THIRD (See Below)
 AW0711
 AW0711.The horizontal coordinates were established by classical geodetic methods
 AW0711.and adjusted by the National Geodetic Survey in February 1996..
 AW0711
 AW0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0711.The vertical order pertains to the NGVD 29 superseded value.
 AW0711
 AW0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0711
 AW0711.The geoid height was determined by GEOID03.
 AW0711.The observed gravity was obtained from relative gravimeter ties
 AW0711.to the IGSN71 gravity network.
 AW0711
 AW0711;                    North         East     Units Scale Factor Converg.
 AW0711;SPC TXSC     - 4,239,314.544   982,726.682   MT  0.99991777   +1 56 33.2
 AW0711;SPC TXSC     -13,908,484.47  3,224,162.46   sFT  0.99991777   +1 56 33.2
 AW0711;SPC TX C     - 3,041,830.534 1,211,398.841   MT  1.00005373   +2 43 44.4
 AW0711;SPC TX C     - 9,979,739.01  3,974,397.70   sFT  1.00005373   +2 43 44.4
 AW0711;UTM  15      - 3,313,225.516   303,589.484   MT  1.00007598   -1 00 56.7
 AW0711
 AW0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0711!SPC TXSC     -   1.00000170  x   0.99991777  =   0.99991947
 AW0711!SPC TX C     -   1.00000170  x   1.00005373  =   1.00005543
 AW0711!UTM  15      -   1.00000170  x   1.00007598  =   1.00007768
 AW0711
 AW0711|---------------------------------------------------------------------|
 AW0711| PID    Reference Object                     Distance      Geod. Az  |
 AW0711|                                                           dddmmss.s |
 AW0711| AW0709 CROSBY RM 1                          33.129 METERS 03051     |
 AW0711| BL2122 DAYTON TRANSCON PIPELINE MAST       APPROX.11.2 KM 0410344.7 |
 AW0711| AW6212 MONT BELVIEU MUNICIPAL TANK         APPROX.16.5 KM 1233925.0 |
 AW0711| AW6224 HIGHLANDS MUNICIPAL TANK            APPROX.13.4 KM 1893928.8 |
 AW0711| AW3274 CROSBY AZ MK                                       2042600.8 |
 AW0711| AW6219 CROSBY MUNICIPAL TANK               APPROX. 4.2 KM 2280242.5 |
 AW0711| AW0710 CROSBY RM 2                          25.125 METERS 35627     |
 AW0711|---------------------------------------------------------------------|
 AW0711
 AW0711                          SUPERSEDED SURVEY CONTROL
 AW0711
 AW0711  NAD 83(1986)-  29 56 02.82423(N)    095 02 05.57437(W) AD(       ) 2
 AW0711  NAD 27      -  29 56 02.02924(N)    095 02 04.83410(W) AD(       ) 2
 AW0711  NGVD 29 (07/19/86)   16.51   (m)           54.2    (f) LEVELING    3  
 AW0711
 AW0711.Superseded values are not recommended for survey control.
 AW0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0711.See file dsdata.txt to determine how the superseded data were derived.
 AW0711
 AW0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0358913226(NAD 83)
 AW0711_MARKER: DS = TRIANGULATION STATION DISK
 AW0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0711_STAMPING: 57 CROSBY 1951
 AW0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0711+STABILITY: SURFACE MOTION
 AW0711
 AW0711  HISTORY     - Date     Condition        Report By
 AW0711  HISTORY     - 1952     MONUMENTED       CGS
 AW0711  HISTORY     - 1954     GOOD             CGS
 AW0711  HISTORY     - 1963     GOOD             CGS
 AW0711  HISTORY     - 1967     GOOD             HLPCO
 AW0711  HISTORY     - 1972     GOOD             NGS
 AW0711  HISTORY     - 1978     GOOD             NGS
 AW0711  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0711  HISTORY     - 19941213 MARK NOT FOUND   USPSQD
 AW0711  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW0711  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW0711
 AW0711                          STATION DESCRIPTION
 AW0711
 AW0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW0711'THE STATION IS LOCATED ABOUT 2.3 MILES NORTHEAST OF CROSBY
 AW0711'ON LAND OWNED BY MR. H.L. FONTAINE.  IT IS 57.0 FEET NORTHWEST
 AW0711'OF THE CENTER OF U.S. HIGHWAY NO. 90 AND 50.0 FEET SOUTHEAST
 AW0711'OF THE SOUTHEAST CORNER OF A TILE BUILDING.  IT IS SET FLUSH
 AW0711'WITH THE SURFACE OF THE GROUND AND IS STAMPED CROSBY 1951.
 AW0711'
 AW0711'REFERENCE MARK NO. 1 IS 50.0 FEET NORTHWEST OF THE CENTER
 AW0711'OF U.S. HIGHWAY NO. 90, 44.0 FEET SOUTH OF THE SOUTHEAST
 AW0711'CORNER OF A FRAME HOUSE, 18.0 FEET EAST OF THE CENTER OF A
 AW0711'DRIVE AND 1.0 FOOT WEST OF A LARGE WHITE POST MARKING THE
 AW0711'ENTRANCE GATE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 AW0711'GROUND AND IS STAMPED CROSBY NO 1 1951.
 AW0711'
 AW0711'REFERENCE MARK NO. 2 IS 5.0 FEET NORTH OF THE SOUTHEAST
 AW0711'CORNER OF A FRAME HOUSE AND 0.5 FOOT WEST OF THE WEST SIDE
 AW0711'OF THE HOUSE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 AW0711'AND IS STAMPED CROSBY NO 2 1951.
 AW0711'
 AW0711'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW0711'NO. 2 IS 61.76 FEET.
 AW0711'
 AW0711'THE AZIMUTH MARK IS 47.0 FEET NORTHEAST OF THE CENTER OF
 AW0711'U.S. HIGHWAY NO. 90, 5.0 FEET WEST OF A FENCE AND 4.0 FEET
 AW0711'WEST OF A WITNESS POST.  IT IS A STANDARD DISK CEMENTED IN
 AW0711'A DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL.  IT IS
 AW0711'SET FLUSH WITH THE TOP OF THE HEADWALL AND IS STAMPED CROSBY
 AW0711'1951.
 AW0711'
 AW0711'TO REACH THE STATION FROM THE POST OFFICE IN CROSBY, GO
 AW0711'SOUTHEASTERLY AND SOUTH ON A BLACK-TOPPED ROAD FOR 1.6 MILES
 AW0711'TO U.S. HIGHWAY NO. 90.  HERE TURN SHARP LEFT AND GO NORTHEASTERLY
 AW0711'ON U.S. HIGHWAY NO. 90 FOR 3.2 MILES TO A CONCRETE HEADWALL
 AW0711'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 AW0711'NORTHEASTERLY ON U.S. HIGHWAY NO. 90 FOR 0.35 MILE TO A TILE
 AW0711'BUILDING ON THE LEFT AND THE STATION AS DESCRIBED.
 AW0711'
 AW0711'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW0711
 AW0711                          STATION RECOVERY (1954)
 AW0711
 AW0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW0711'2.75 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AW0711'FROM THE STATION AT CROSBY, 57 FEET NORTHWEST OF THE CENTER
 AW0711'LINE OF U.S. HIGHWAY 90, 50 FEET NORTHEAST OF THE NORTHEAST
 AW0711'CORNER OF A 2 STORY CONCRETE BLOCK HOUSE, A TRIANGULATION
 AW0711'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 AW0711'FLUSH WITH THE GROUND, STAMPED CROSBY 1951.
 AW0711'
 AW0711'CROSBY R.M. 1 IS 108.6 FEET NORTHEAST OF TRIANGULATION STATION
 AW0711'CROSBY 1951, 50 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW0711'HIGHWAY, 44 FEET SOUTHEAST OF THE EAST CORNER OF A SMALL
 AW0711'FRAME HOUSE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AW0711'POST WHICH IS FLUSH WITH THE GROUND, STAMPED CROSBY NO 1 1951.
 AW0711'
 AW0711'CROSBY R.M. 2 IS 82.4 FEET NORTHWEST OF TRIANGULATION STATION
 AW0711'CROSBY 1951, 1 FOOT SOUTHWEST OF THE SOUTHWEST SIDE OF A
 AW0711'2 STORY CONCRETE BLOCK HOUSE, A REFERENCE MARK DISK SET
 AW0711'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 AW0711'STAMPED CROSBY NO 2 1951.
 AW0711'
 AW0711'CROSBY 1951 AZIMUTH IS 0.4 MILE SOUTHWEST OF TRIANGULATION
 AW0711'STATION CROSBY 1951, 47 FEET SOUTHEAST OF THE CENTER LINE
 AW0711'OF THE HIGHWAY, 8 FEET NORTHEAST OF THE CENTER OF THE ENTRANCE
 AW0711'TO A FIELD, 4 FEET WEST OF A WITNESS POST, AN AZIMUTH MARK
 AW0711'DISK SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 AW0711'HEADWALL OF A CONCRETE CULVERT UNDER THE FIELD ENTRANCE,
 AW0711'STAMPED CROSBY 1951.
 AW0711
 AW0711                          STATION RECOVERY (1963)
 AW0711
 AW0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BIW)
 AW0711'ABOUT 2.65 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS
 AW0711'RAILROAD FROM THE STATION AT CROSBY, ABOUT 400 FEET SOUTHEAST
 AW0711'OF THE SOUTHEAST RAIL, 57 FEET NORTHWEST OF THE CENTER LINE OF
 AW0711'U.S. HIGHWAY 90, 50 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 AW0711'CAFE, 25-1/2 FEET NORTH OF A 5-INCH LIGHT POLE SUPPORTING A SIGN,
 AW0711'108.6 FEET SOUTHWEST OF CROSBY R.M. 1, AND IN THE TOP OF A
 AW0711'CONCRETE POST FLUSH WITH THE LAWN.
 AW0711'
 AW0711'CROSBY R.M. 1 IS 108.6 FEET NORTHEAST OF THE STATION MARK,
 AW0711'ABOUT 133 YARDS SOUTHEAST OF THE SOUTHEAST RAIL OF THE TEXAS
 AW0711'AND NEW ORLEANS RAILROAD, 44 FEET SOUTHEAST OF THE SOUTH
 AW0711'CORNER OF A GIFT SHOP AND MOBIL SERVICE STATION COMBINED,
 AW0711'50 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 90,
 AW0711'64.5 FEET SOUTHWEST OF A METAL POLE SUPPORTING A MOBIL SIGN,
 AW0711'33 FEET SOUTHEAST OF THE EAST CORNER OF A HOUSE, AND SET
 AW0711'IN THE TOP OF A CONCRETE POST ABOUT 6 INCHES BELOW THE TOP
 AW0711'OF AN ASPHALT DRIVEWAY.
 AW0711'
 AW0711'CROSBY R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW0711'
 AW0711'THE AZIMUTH MARK, STAMPED CROSBY 1951, IS 0.45 MILE NORTHEAST
 AW0711'OF THE STATION MARK, 47 FEET NORTHEAST OF THE CENTER LINE OF
 AW0711'U.S. HIGHWAY 90, 8 FEET NORTHEAST OF THE CENTER LINE OF
 AW0711'A PRIVATE ROAD, 4 FEET NORTHWEST OF A FENCE, ABOUT LEVEL
 AW0711'WITH THE PRIVATE ROAD, AND SET IN THE TOP OF THE SOUTHEAST
 AW0711'END OF THE NORTHEAST CONCRETE HEAD WALL OF A CONCRETE CULVERT.
 AW0711
 AW0711                          STATION RECOVERY (1967)
 AW0711
 AW0711'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1967 (RA)
 AW0711'CROSBY 1952-GOOD
 AW0711
 AW0711                          STATION RECOVERY (1972)
 AW0711
 AW0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW0711'2.95 MI NE FROM CROSBY.
 AW0711'ABOUT 2.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW0711'CROSSING OF MAIN STREET AT CROSBY, THENCE 0.15 MILE SOUTH ALONG US
 AW0711'HIGHWAY 90, ABOUT 58 1/2 FEET NORTHWEST OF THE CENTER OF HIGHWAY 90,
 AW0711'29 FEET NORTH OF THE METAL POLE SUPPORTING HERRONS CAFE SIGN, 32.8
 AW0711'FEET NORTHEAST OF THE CORNER OF HERRONS CAFE (WHICH IS NO LONGER IN
 AW0711'BUSINESS), 21.3 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE
 AW0711'ALLIGATOR PIT, 46.4 FEET SOUTHWEST OF AN ANTIQUE WATER PUMP SUPPORTING
 AW0711'A MAIL BOX, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 AW0711'TOP OF A CONCRETE POST 0.2 FOOT BELOW THE SURFACE OF THE GROUND.
 AW0711
 AW0711                          STATION RECOVERY (1978)
 AW0711
 AW0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0711'RECOVERED IN GOOD CONDITION.
 AW0711
 AW0711                          STATION RECOVERY (1990)
 AW0711
 AW0711'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW0711'MARK NOT FOUND.
 AW0711
 AW0711                          STATION RECOVERY (1994)
 AW0711
 AW0711'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0711'MARK NOT FOUND.
 AW0711
 AW0711                          STATION RECOVERY (2001)
 AW0711
 AW0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0711'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0711
 AW0711                          STATION RECOVERY (2004)
 AW0711
 AW0711'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0647 ***********************************************************************
 DP0647  DESIGNATION -  CROSBY
 DP0647  PID         -  DP0647
 DP0647  STATE/COUNTY-  TX/LYNN
 DP0647  USGS QUAD   -  DOUBLE LAKES (1969)
 DP0647
 DP0647                         *CURRENT SURVEY CONTROL
 DP0647  ___________________________________________________________________
 DP0647* NAD 83(1993)-  33 11 14.28004(N)    101 53 38.43789(W)     ADJUSTED  
 DP0647* NAVD 88     -       961.9    (meters)    3156.     (feet)  VERTCON   
 DP0647  ___________________________________________________________________
 DP0647  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 DP0647  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 DP0647
 DP0647  HORZ ORDER  -  FIRST
 DP0647
 DP0647.The horizontal coordinates were established by classical geodetic methods
 DP0647.and adjusted by the National Geodetic Survey in February 1996..
 DP0647
 DP0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0647
 DP0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0647
 DP0647.The geoid height was determined by GEOID03.
 DP0647
 DP0647;                    North         East     Units Scale Factor Converg.
 DP0647;SPC TXNC     - 2,173,734.693   283,585.156   MT  0.99987541   -1 51 03.9
 DP0647;SPC TXNC     - 7,131,661.24    930,395.63   sFT  0.99987541   -1 51 03.9
 DP0647;UTM  14      - 3,675,783.277   230,179.923   MT  1.00049772   -1 35 06.3
 DP0647
 DP0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0647!SPC TXNC     -   0.99985283  x   0.99987541  =   0.99972826
 DP0647!UTM  14      -   0.99985283  x   1.00049772  =   1.00035048
 DP0647
 DP0647:                Primary Azimuth Mark                     Grid Az
 DP0647:SPC TXNC     -  CROSBY RM 1 AZIMUTH                      003 47 31.3
 DP0647:UTM  14      -  CROSBY RM 1 AZIMUTH                      003 31 33.7
 DP0647
 DP0647|---------------------------------------------------------------------|
 DP0647| PID    Reference Object                     Distance      Geod. Az  |
 DP0647|                                                           dddmmss.s |
 DP0647| CJ6121 CROSBY RM 1 AZIMUTH                                0015627.4 |
 DP0647| DP0649 CROSBY 2 RM 4                        24.719 METERS 05841     |
 DP0647| DP0648 CROSBY 2                             31.697 METERS 09516     |
 DP0647| DP0643 TAHOKA MUNICIPAL TANK               APPROX. 9.4 KM 1004300.1 |
 DP0647| CJ6123 CROSBY 2 RM 3                        22.376 METERS 11007     |
 DP0647| CJ6122 CROSBY RM 2                          29.785 METERS 15720     |
 DP0647| CU1166 O DONNELL MUNICIPAL TANK            APPROX.24.9 KM 1661251.1 |
 DP0647| DP0653 NEW HOME WATER TANK                 APPROX.15.4 KM 3541217.3 |
 DP0647|---------------------------------------------------------------------|
 DP0647
 DP0647                          SUPERSEDED SURVEY CONTROL
 DP0647
 DP0647  NAD 83(1986)-  33 11 14.28808(N)    101 53 38.42948(W) AD(       ) 1
 DP0647  NAD 27      -  33 11 13.96500(N)    101 53 36.85800(W) AD(       ) 1
 DP0647  NGVD 29 (07/19/86)  961.5    (m)         3155.     (f) VERT ANG       
 DP0647
 DP0647.Superseded values are not recommended for survey control.
 DP0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0647.See file dsdata.txt to determine how the superseded data were derived.
 DP0647
 DP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3018075783(NAD 83)
 DP0647_MARKER: DS = TRIANGULATION STATION DISK
 DP0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0647
 DP0647  HISTORY     - Date     Condition        Report By
 DP0647  HISTORY     - 1932     MONUMENTED       CGS
 DP0647  HISTORY     - 1937     GOOD             TSI
 DP0647  HISTORY     - 1956     GOOD             USGS
 DP0647  HISTORY     - 1968     GOOD             USGS
 DP0647  HISTORY     - 1973     SEE DESCRIPTION  NGS
 DP0647
 DP0647                          STATION DESCRIPTION
 DP0647
 DP0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0647'SIX MILES W AND 1.5 MILES N OF TAHOKA, 0.4 MILE N OF THE SE
 DP0647'CORNER OF SECTION 313, BLOCK 3, ON LAND BELONGING TO H.B.
 DP0647'CROSBY OF WILSON.  STATION IS 10.2 METERS (33 FEET) FROM A
 DP0647'N-S FENCE, ON TOP OF A RIDGE WHICH RUNS APPROXIMATELY E-W, AND
 DP0647'IS HIGHER TOWARD THE W.
 DP0647'
 DP0647'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 DP0647'DISKS SET IN CONCRETE.
 DP0647'
 DP0647'REFERENCE MARK NO. 1 IS 1 FOOT W OF THE N-S FENCE, AND 0.15
 DP0647'MILE (BY SPEEDOMETER) FROM STATION.
 DP0647'
 DP0647'REFERENCE MARK NO. 2 IS IN THE FENCE LINE, AND IS 29.79 METERS
 DP0647'(97.7 FEET) FROM STATION.
 DP0647'
 DP0647'OTHER BEARINGS FROM THE STATION ARE--TAHOKA, MUNICIPAL WATER
 DP0647'TANK, FINIAL, S 79 DEG 17 MIN W.  O DONNELL MUNICIPAL WATER
 DP0647'TANK, FINIAL, S 13 DEG 47 MIN E.
 DP0647'
 DP0647'TO REACH THE STATION FROM TAHOKA, GO N 2 BLOCKS FROM THE COURTHOUSE,
 DP0647'TURN W AND GO 5.3 MILES ALONG STATE HIGHWAY 84, TO A GATE TO
 DP0647'THE N LEADING INTO A PASTURE AT A POINT 0.1 MILE SW OF 2
 DP0647'WINDMILLS.  TURN N THROUGH GATE AND FOLLOW WAGON ROAD TO NE
 DP0647'TOWARD WINDMILLS, THEN GO NW FOR A DISTANCE OF 1 MILE FROM
 DP0647'HIGHWAY TO FORK IN ROAD.  TAKE RIGHT-HAND FORK AND GO 0.2 MILE
 DP0647'TO FENCE CORNER, THEN N ALONG E SIDE OF FENCE 0.4 MILE TO
 DP0647'STATION.  ON THE E SIDE OF THE FENCE IS A TRAIL WHICH RUNS OVER TO
 DP0647'A FARMHOUSE ABOUT 0.4 MILE N OF THE STATION.
 DP0647
 DP0647                          STATION RECOVERY (1937)
 DP0647
 DP0647'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 DP0647'STATION RECOVERED.  ORIGINAL DESCRIPTION CAN BE SIMPLIFIED
 DP0647'AS FOLLOWS--TO REACH STATION FROM TAHOKA, GO W 5-1/2 MILES
 DP0647'ON HIGHWAY 84 TO CATTLE GUARD GATE ON N SIDE OF ROAD.  TURN
 DP0647'N THROUGH GATE, CONTINUE DUE N ON PRIVATE LANE 1 MILE 2,070
 DP0647'FEET TO STATION.  STATION IS 33 FEET W OF N-S FENCE IN
 DP0647'CULTIVATED FIELD.
 DP0647
 DP0647                          STATION RECOVERY (1956)
 DP0647
 DP0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DP0647'STATION FOUND AS DESCRIBED BUT WITH THESE EXCEPTIONS.  STATION
 DP0647'IS 66 FEET WEST OF PRESENT FENCE AND ABOUT .5 BELOW GROUND.
 DP0647'REFERENCE MARK NO. 1 IS 240 FEET NORTH OF E-W FENCE AND 26 FEET
 DP0647'WEST OF PRESENT FENCE ABOUT .2 BELOW GROUND.  REFERENCE MARK
 DP0647'NO. 2 IS 29 FEET WEST OF PRESENT FENCE AND .2 BELOW GROUND.
 DP0647
 DP0647                          STATION RECOVERY (1968)
 DP0647
 DP0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 DP0647'THE STATION IS LOCATED NORTH 76 DEG WEST ABOUT 6.0 MILES AIRLINE
 DP0647'FROM TAHOKA, TEXAS, ON AN EAST-WEST RIDGE AND IN THE EAST EDGE
 DP0647'OF A CULTIVATED FIELD.
 DP0647'
 DP0647'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 380 IN TAHOKA,
 DP0647'GO 5.7 MILES WEST ON U.S. HIGHWAY 380 TO A WIRE GATE IN THE NORTH
 DP0647'ROW FENCE, TURN RIGHT AND GO 1.0 MILE NORTH ON TRACK ROAD ALONG
 DP0647'WEST SIDE OF FENCE TO FENCE CORNER, PASS THRU A WIRE GATE AND
 DP0647'CONTINUE 0.4 MILE NORTH ALONG EAST SIDE OF FENCE TO STATION SITE
 DP0647'ON THE LEFT, ACROSS A BLOW RIDGE.  THE STATION IS 66 FEET WEST
 DP0647'OF NORTH-SOUTH FENCE.
 DP0647'
 DP0647'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 DP0647'PROJECTING 0.3 FOOT AND STAMPED CROSBY 1932.
 DP0647'
 DP0647'REFERENCE MARK NO. 1--THE REFERENCE MARK IS IN A CULTIVATED FIELD
 DP0647'26 FEET WEST OF THE NORTH-SOUTH FENCE.  A USC AND GS BRONZE
 DP0647'REFERENCE MARK DISK SET IN A CONCRETE POST PROJECTING 0.3 FOOT
 DP0647'AND STAMPED CROSBY 1932 R.M. NO. 1.
 DP0647'
 DP0647'REFERENCE MARK NO. 2--THE REFERENCE MARK IS IN A CULTIVATED FIELD
 DP0647'29 FEET WEST OF THE NORTH-SOUTH FENCE.  A USC AND GS BRONZE
 DP0647'REFERENCE MARK DISK SET IN A CONCRETE POST PROJECTING 0.3 FOOT
 DP0647'AND STAMPED CROSBY 1932 R.M. NO. 2.
 DP0647'
 DP0647'THE NEW HOME WATER TANK IS VISIBLE FROM THE GROUND AND WILL
 DP0647'SERVE AS THE AZIMUTH MARK.
 DP0647
 DP0647                          STATION RECOVERY (1973)
 DP0647
 DP0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 DP0647'THE STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE FOUND PULLED
 DP0647'OUT OF THE GROUND, THE STATION SUB-SURFACE MARK WAS FOUND IN GOOD
 DP0647'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND IN FAIR CONDITION, IT
 DP0647'HAD BEEN HIT BY FARM MACHINERY AND WAS BADLY CHIPPED, THE DISTANCE
 DP0647'AND DIRECTION TO THE MARK WAS VERIFIED.
 DP0647'
 DP0647'THE STATION SUB-SURFACE MARK AND REFERENCE MARK NO. 2 WERE LOCATED
 DP0647'IN A CULTIVATED FIELD, THE PROPERTY OWNER REQUESTED THAT REFERENCE
 DP0647'MARK NO. 2 BE REMOVED FROM THE AREA, AS IT HAD DONE CONSIDERABLE
 DP0647'DAMAGE TO FARM MACHINERY WHEN BEING HIT.  ALL MARKS WERE REMOVED
 DP0647'FROM THE CULTIVATED FIELD ON COMPLETION OF WORK.
 DP0647'
 DP0647'AS IT IS VERY DIFFICULT TO RECOVER A MARK THAT IS BELOW THE SURFACE
 DP0647'OF THE GROUND IN A CULTIVATED FIELD AS THIS, CROSBY 2 WAS
 DP0647'ESTABLISHED EAST OF THE STATION ON A LOW SAND RIDGE.
 DP0647'
 DP0647'THE SUB-SURFACE MARK WAS NOT DESTROYED, THE DISTANCE AND DIRECTIONS
 DP0647'WERE TAKEN TO CROSBY 2 AND ALSO CROSBY 2 R.M. NO. 3 AND 4 FOR FUTURE
 DP0647'RECOVERY IF NEED BE.
 DP0647'
 DP0647'THE STATION IS LOCATED AT THE EAST END OF A CULTIVATED FIELD, THAT
 DP0647'IS ABOUT 27 MILES SOUTH OF LUBBOCK, 6 MILES WEST OF TAHOKA AND
 DP0647'1-1/2 MILES NORTH OF U.S. HWY. 380.
 DP0647'
 DP0647'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 380 AND
 DP0647'BUSINESS ROUTE U.S. HWY. 87 IN TAHOKA, GO WEST ON U.S. HWY. 380
 DP0647'FOR 6.3 MILES TO THE JUNCTION OF FARM ROAD 3112 ON THE LEFT AND A
 DP0647'SAND ROAD ON THE RIGHT.  TURN RIGHT PASSING THROUGH GATE AND GO
 DP0647'NORTH ON SAND ROAD FOR 1.0 MILE TO GATE AND ENTRANCE TO FARM
 DP0647'YARD.  AFTER PASSING THROUGH GATE, TURN RIGHT AND GO EAST ON FIELD
 DP0647'ROAD, ALONG THE NORTH SIDE OF FENCE-LINE FOR 0.9 MILE TO
 DP0647'FENCE-CORNER AT THE SOUTHEAST CORNER OF CULTIVATED FIELD.  TURN
 DP0647'LEFT AND GO NORTH ON FIELD ROAD ALONG THE WEST SIDE OF
 DP0647'FENCE-LINE FOR 0.4 MILE TO THE TOP OF A LOW RISE AND STATION ON
 DP0647'THE LEFT IN CULTIVATED FIELD.
 DP0647'
 DP0647'SUB-SURFACE MARK IS A STANDARD DISK, SET IN AN IRREGULAR MASS OF
 DP0647'CONCRETE, THAT IS ABOUT 30-INCHES BELOW THE SURFACE OF THE GROUND
 DP0647'AND IS STAMPED CROSBY 1932.  IT IS 78 FEET SOUTHWEST OF A METAL
 DP0647'WITNESS POST, 71 FEET NORTHWEST OF A METAL WITNESS POST AND 66
 DP0647'FEET WEST OF THE FENCE-LINE.
 DP0647'
 DP0647'REFERENCE MARK NO. 3 (CROSBY 2) IS A STANDARD DISK, CEMENTED IN THE
 DP0647'TOP OF A 4-INCH IRON PIPE, THAT PROJECTS ABOUT 8-INCHES AND IS
 DP0647'STAMPED CROSBY 2 NO 3 1973.  (PIPE IS 5-FEET LONG) IT IS ON THE
 DP0647'WEST EDGE OF SAND RIDGE, 2 FEET EAST OF THE FENCE-LINE AND 2 FEET
 DP0647'EAST OF A METAL WITNESS POST.
 DP0647'
 DP0647'REFERENCE MARK NO. 4 (CROSBY 2) IS A STANDARD DISK, CEMENTED IN THE
 DP0647'TOP OF A 4-INCH IRON PIPE THAT PROJECTS ABOUT 8-INCHES AND IS
 DP0647'STAMPED CROSBY 2 NO 4 1973.  (PIPE IS 5-FEET LONG).  IT IS ON THE
 DP0647'WEST EDGE OF SAND RIDGE, 3 FEET EAST OF THE FENCE-LINE AND 2.8
 DP0647'FEET EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0648 ***********************************************************************
 DP0648  DESIGNATION -  CROSBY 2
 DP0648  PID         -  DP0648
 DP0648  STATE/COUNTY-  TX/LYNN
 DP0648  USGS QUAD   -  DOUBLE LAKES (1969)
 DP0648
 DP0648                         *CURRENT SURVEY CONTROL
 DP0648  ___________________________________________________________________
 DP0648* NAD 83(1993)-  33 11 14.18574(N)    101 53 37.21943(W)     ADJUSTED  
 DP0648* NAVD 88     -       964.7    (meters)    3165.     (feet)  VERTCON   
 DP0648  ___________________________________________________________________
 DP0648  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 DP0648  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 DP0648
 DP0648  HORZ ORDER  -  SECOND
 DP0648
 DP0648.The horizontal coordinates were established by classical geodetic methods
 DP0648.and adjusted by the National Geodetic Survey in February 1996..
 DP0648.No horizontal observational check was made to the station.
 DP0648
 DP0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0648
 DP0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0648
 DP0648.The geoid height was determined by GEOID03.
 DP0648
 DP0648;                    North         East     Units Scale Factor Converg.
 DP0648;SPC TXNC     - 2,173,730.770   283,616.605   MT  0.99987541   -1 51 03.2
 DP0648;SPC TXNC     - 7,131,648.37    930,498.81   sFT  0.99987541   -1 51 03.2
 DP0648;UTM  14      - 3,675,779.498   230,211.410   MT  1.00049751   -1 35 05.6
 DP0648
 DP0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0648!SPC TXNC     -   0.99985240  x   0.99987541  =   0.99972782
 DP0648!UTM  14      -   0.99985240  x   1.00049751  =   1.00034983
 DP0648
 DP0648:                Primary Azimuth Mark                     Grid Az
 DP0648:SPC TXNC     -  TAHOKA MUNICIPAL TANK                    102 35 10.1
 DP0648:UTM  14      -  TAHOKA MUNICIPAL TANK                    102 19 12.5
 DP0648
 DP0648|---------------------------------------------------------------------|
 DP0648| PID    Reference Object                     Distance      Geod. Az  |
 DP0648|                                                           dddmmss.s |
 DP0648| DP0643 TAHOKA MUNICIPAL TANK               APPROX. 9.4 KM 1004406.9 |
 DP0648| CJ6123 CROSBY 2 RM 3                        11.582 METERS 24536     |
 DP0648| DP0647 CROSBY                               31.697 METERS 27516     |
 DP0648| DP0649 CROSBY 2 RM 4                        18.900 METERS 32627     |
 DP0648|---------------------------------------------------------------------|
 DP0648
 DP0648                          SUPERSEDED SURVEY CONTROL
 DP0648
 DP0648  NAD 83(1986)-  33 11 14.19373(N)    101 53 37.21083(W) AD(       ) 2
 DP0648  NAD 27      -  33 11 13.87066(N)    101 53 35.63958(W) AD(       ) 2
 DP0648  NGVD 29 (07/19/86)  964.3    (m)         3164.     (f) VERT ANG       
 DP0648
 DP0648.Superseded values are not recommended for survey control.
 DP0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0648.See file dsdata.txt to determine how the superseded data were derived.
 DP0648
 DP0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3021175779(NAD 83)
 DP0648_MARKER: DS = TRIANGULATION STATION DISK
 DP0648_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 DP0648_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DP0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0648
 DP0648  HISTORY     - Date     Condition        Report By
 DP0648  HISTORY     - 1973     MONUMENTED       NGS
 DP0648
 DP0648                          STATION DESCRIPTION
 DP0648
 DP0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 DP0648'R.M. NO. 3 DISTANCE MEASURED WITH H/P.
 DP0648'
 DP0648'THE STATION IS LOCATED ON THE NORTHERLY END OF A NORTH-SOUTH SAND
 DP0648'RIDGE, WHICH IS ABOUT 27 MILES SOUTH OF LUBBOCK, 6 MILES WEST OF
 DP0648'TAHOKA, AND 1-1/2 MILES NORTH OF U.S. HWY. 380.
 DP0648'
 DP0648'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 380 AND
 DP0648'BUSINESS ROUTE U.S. HWY. 87 IN TAHOKA.  GO WEST ON U.S. HWY. 380,
 DP0648'FOR 6.3 MILES TO THE JUNCTION OF FARM ROAD 3112 ON THE LEFT AND A
 DP0648'SAND ROAD ON THE RIGHT.  TURN RIGHT, PASSING THROUGH GATE AND GO
 DP0648'NORTH ON SAND ROAD FOR 1.0 MILE TO GATE AND ENTRANCE TO FARM
 DP0648'YARD.  AFTER PASSING THROUGH GATE, TURN RIGHT AND GO EAST ON FIELD
 DP0648'ROAD ALONG THE NORTH SIDE OF FENCE-LINE FOR 0.9 MILE TO
 DP0648'FENCE-CORNER AT THE SOUTHEAST CORNER OF CULTIVATED FIELD.
 DP0648'TURN LEFT AND GO NORTH ALONG THE WEST SIDE OF FENCE-LINE ON
 DP0648'FIELD ROAD FOR 0.4 MILE TO THE TOP OF A SMALL RISE AND STATION ON
 DP0648'THE RIGHT ON SAND RIDGE.
 DP0648'
 DP0648'STATION MARK IS A STANDARD DISK, CEMENTED IN THE TOP OF A 4-INCH
 DP0648'IRON PIPE, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED CROSBY 2
 DP0648'1973.  (PIPE IS 5-FEET LONG) IT IS ON THE HIGHEST POINT AND
 DP0648'NEAR THE APPROXIMATE CENTER OF SAND RIDGE, 63 FEET SOUTHEAST OF A
 DP0648'METAL WITNESS POST, 40 FEET NORTHEAST OF A METAL WITNESS POST AND
 DP0648'37 FEET EAST OF THE FENCE-LINE.  (NO SUB-SURFACE MARK WAS
 DP0648'ESTABLISHED)
 DP0648'
 DP0648'REFERENCE MARK NO. 3 IS A STANDARD DISK, CEMENTED IN THE TOP OF A
 DP0648'4-INCH IRON PIPE, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED CROSBY
 DP0648'2 NO 3 1973.  (PIPE IS 5-FEET LONG) IT IS ON THE WEST EDGE OF THE
 DP0648'SAND RIDGE, 2 FEET EAST OF THE FENCE-LINE AND 2 FEET EAST OF A
 DP0648'METAL WITNESS POST.
 DP0648'
 DP0648'REFERENCE MARK NO. 4 IS A STANDARD DISK, CEMENTED IN THE TOP OF A
 DP0648'4-INCH IRON PIPE, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED
 DP0648'CROSBY 2 NO 4 1973.  (PIPE IS 5-FEET LONG) IT IS ON THE WEST EDGE
 DP0648'OF THE SAND RIDGE, 3 FEET EAST OF THE FENCE-LINE AND 2.8 FEET
 DP0648'EAST OF A METAL WITNESS POST.
 DP0648'
 DP0648'NEAREST TOWN--TAHOKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0649 ***********************************************************************
 DP0649  DESIGNATION -  CROSBY 2 RM 4
 DP0649  PID         -  DP0649
 DP0649  STATE/COUNTY-  TX/LYNN
 DP0649  USGS QUAD   -  DOUBLE LAKES (1969)
 DP0649
 DP0649                         *CURRENT SURVEY CONTROL
 DP0649  ___________________________________________________________________
 DP0649* NAD 83(1993)-  33 11 14.69704(N)    101 53 37.62263(W)     ADJUSTED  
 DP0649* NAVD 88     -       963.8    (meters)    3162.     (feet)  VERTCON   
 DP0649  ___________________________________________________________________
 DP0649  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 DP0649  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 DP0649
 DP0649  HORZ ORDER  -  THIRD
 DP0649
 DP0649.The horizontal coordinates were established by classical geodetic methods
 DP0649.and adjusted by the National Geodetic Survey in February 1996..
 DP0649.No horizontal observational check was made to the station.
 DP0649
 DP0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0649
 DP0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0649
 DP0649.The geoid height was determined by GEOID03.
 DP0649
 DP0649;                    North         East     Units Scale Factor Converg.
 DP0649;SPC TXNC     - 2,173,746.850   283,606.676   MT  0.99987542   -1 51 03.4
 DP0649;SPC TXNC     - 7,131,701.12    930,466.24   sFT  0.99987542   -1 51 03.4
 DP0649;UTM  14      - 3,675,795.541   230,201.400   MT  1.00049758   -1 35 05.8
 DP0649
 DP0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0649!SPC TXNC     -   0.99985254  x   0.99987542  =   0.99972797
 DP0649!UTM  14      -   0.99985254  x   1.00049758  =   1.00035004
 DP0649
 DP0649|---------------------------------------------------------------------|
 DP0649| PID    Reference Object                     Distance      Geod. Az  |
 DP0649|                                                           dddmmss.s |
 DP0649| DP0648 CROSBY 2                             18.900 METERS 14627     |
 DP0649| CJ6123 CROSBY 2 RM 3                                      18017     |
 DP0649| DP0647 CROSBY                               24.719 METERS 23841     |
 DP0649|---------------------------------------------------------------------|
 DP0649
 DP0649                          SUPERSEDED SURVEY CONTROL
 DP0649
 DP0649  NAD 83(1986)-  33 11 14.70516(N)    101 53 37.61417(W) AD(       ) 3
 DP0649  NAD 27      -  33 11 14.38198(N)    101 53 36.04275(W) AD(       ) 3
 DP0649  NGVD 29 (07/19/86)  963.4    (m)         3161.     (f) VERT ANG       
 DP0649
 DP0649.Superseded values are not recommended for survey control.
 DP0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0649.See file dsdata.txt to determine how the superseded data were derived.
 DP0649
 DP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3020175796(NAD 83)
 DP0649_MARKER: DR = REFERENCE MARK DISK
 DP0649_SETTING: 0 = UNSPECIFIED SETTING
 DP0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0649
 DP0649  HISTORY     - Date     Condition        Report By
 DP0649  HISTORY     - 1973     MONUMENTED       NGS
 DP0649
 DP0649                          STATION DESCRIPTION
 DP0649
 DP0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 DP0649'THE STATION IS LOCATED ON THE NORTHERLY END OF A NORTH-SOUTH SAND
 DP0649'RIDGE, WHICH IS ABOUT 27 MILES SOUTH OF LUBBOCK, 6 MILES WEST OF
 DP0649'TAHOKA, AND 1-1/2 MILES NORTH OF U.S. HWY. 380.
 DP0649'
 DP0649'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 380 AND
 DP0649'BUSINESS ROUTE U.S. HWY. 87 IN TAHOKA.  GO WEST OF U.S. HWY. 380,
 DP0649'FOR 6.3 MILES TO THE JUNCTION OF FARM ROAD 3112 ON THE LEFT AND A
 DP0649'SAND ROAD ON THE RIGHT.  TURN RIGHT, PASSING THROUGH GATE AND GO
 DP0649'NORTH ON SAND ROAD FOR 1.0 MILE TO GATE AND ENTRANCE TO FARM
 DP0649'YARD.  AFTER PASSING THROUGH GATE, TURN RIGHT AND GO EAST ON FIELD
 DP0649'ROAD ALONG THE NORTH SIDE OF FENCE-LINE FOR 0.9 MILE TO
 DP0649'FENCE-CORNER AT THE SOUTHEAST CORNER OF CULTIVATED FIELD.  TURN
 DP0649'LEFT AND GO NORTH ALONG THE WEST SIDE OF FENCE-LINE ON FIELD
 DP0649'ROAD FOR 0.4 MILE TO THE TOP OF A SMALL RISE AND STATION ON THE
 DP0649'RIGHT ON SAND RIDGE.
 DP0649'
 DP0649'REFERENCE MARK NO. 4 IS A STANDARD DISK, CEMENTED IN THE TOP OF A
 DP0649'4-INCH IRON PIPE, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED CROSBY
 DP0649'2 NO 4 1973.  (PIPE IS 5-FEET LONG) IT IS ON THE WEST EDGE OF
 DP0649'THE SAND RIDGE, 3 FEET EAST OF THE FENCE-LINE AND 2.8 FEET EAST OF
 DP0649'A METAL WITNESS POST.
 DP0649'
 DP0649'NEAREST TOWN--TAHOKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3274 ***********************************************************************
 AW3274  DESIGNATION -  CROSBY AZ MK
 AW3274  PID         -  AW3274
 AW3274  STATE/COUNTY-  TX/HARRIS
 AW3274  USGS QUAD   -  CROSBY (1982)
 AW3274
 AW3274                         *CURRENT SURVEY CONTROL
 AW3274  ___________________________________________________________________
 AW3274* NAD 83(1986)-  29 55 45.     (N)    095 02 14.     (W)     SCALED    
 AW3274* NAVD 88     -        17.07   (+/-2cm)      56.0    (feet)  VERTCON   
 AW3274  ___________________________________________________________________
 AW3274  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW3274
 AW3274  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW3274
 AW3274.The horizontal coordinates were scaled from a topographic map and have
 AW3274.an estimated accuracy of +/- 6 seconds.
 AW3274
 AW3274.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3274.The vertical order pertains to the NGVD 29 superseded value.
 AW3274
 AW3274.The geoid height was determined by GEOID03.
 AW3274
 AW3274;                    North         East    Units  Estimated Accuracy
 AW3274;SPC TXSC     - 4,238,760.      982,520.      MT  (+/- 180 meters Scaled)
 AW3274
 AW3274                          SUPERSEDED SURVEY CONTROL
 AW3274
 AW3274  NGVD 29 (??/??/92)   17.068  (m)           56.00   (f) ADJ UNCH    1 1
 AW3274
 AW3274.Superseded values are not recommended for survey control.
 AW3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3274.See file dsdata.txt to determine how the superseded data were derived.
 AW3274
 AW3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP033126(NAD 83)
 AW3274_MARKER: DZ = AZIMUTH MARK DISK
 AW3274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3274_SP_SET: CULVERT
 AW3274_STAMPING: CROSBY 1951
 AW3274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3274
 AW3274  HISTORY     - Date     Condition        Report By
 AW3274  HISTORY     - 1951     MONUMENTED       CGS
 AW3274  HISTORY     - 1972     GOOD             NGS
 AW3274  HISTORY     - 19941213 MARK NOT FOUND   USPSQD
 AW3274  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW3274
 AW3274                          STATION DESCRIPTION
 AW3274
 AW3274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW3274'3.3 MI NE FROM CROSBY.
 AW3274'ABOUT 2.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW3274'CROSSING OF MAIN STREET, THENCE 0.5 MILE SOUTH ALONG US HIGHWAY 90,
 AW3274'SET IN THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT OVER A
 AW3274'24-INCH PIPE, 0.8 FEET WEST OF THE EAST END OF THE HEADWALL, 47 FEET
 AW3274'EAST OF THE CENTER LINE OF HIGHWAY 90, 8 FEET NORTH OF THE CENTER OF A
 AW3274'PRIVATE ROAD LEADING TO A PASTURE, AND ABOUT 2 FEET BELOW THE LEVEL OF
 AW3274'THE HIGHWAY.
 AW3274
 AW3274                          STATION RECOVERY (1994)
 AW3274
 AW3274'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3274'MARK NOT FOUND.
 AW3274
 AW3274                          STATION RECOVERY (2001)
 AW3274
 AW3274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3274'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0586 ***********************************************************************
 DP0586  DESIGNATION -  CROSBY DICKENS CO LINE 1935
 DP0586  PID         -  DP0586
 DP0586  STATE/COUNTY-  TX/CROSBY
 DP0586  USGS QUAD   -  MC ADOO (1966)
 DP0586
 DP0586                         *CURRENT SURVEY CONTROL
 DP0586  ___________________________________________________________________
 DP0586* NAD 83(1993)-  33 41 00.77835(N)    101 02 25.10531(W)     ADJUSTED  
 DP0586* NAVD 88     -       899.37   (+/-2cm)    2950.7    (feet)  VERTCON   
 DP0586  ___________________________________________________________________
 DP0586  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DP0586  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DP0586
 DP0586  HORZ ORDER  -  SECOND
 DP0586  VERT ORDER  -  THIRD ? (See Below)
 DP0586
 DP0586.The horizontal coordinates were established by classical geodetic methods
 DP0586.and adjusted by the National Geodetic Survey in February 1996..
 DP0586
 DP0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0586.The vertical order pertains to the NGVD 29 superseded value.
 DP0586
 DP0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0586
 DP0586.The geoid height was determined by GEOID03.
 DP0586
 DP0586;                    North         East     Units Scale Factor Converg.
 DP0586;SPC TXNC     - 2,226,505.140   364,486.270   MT  0.99993330   -1 23 07.7
 DP0586;SPC TXNC     - 7,304,792.28  1,195,818.70   sFT  0.99993330   -1 23 07.7
 DP0586;UTM  14      - 3,728,937.564   310,870.752   MT  1.00004099   -1 07 54.8
 DP0586
 DP0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0586!SPC TXNC     -   0.99986290  x   0.99993330  =   0.99979621
 DP0586!UTM  14      -   0.99986290  x   1.00004099  =   0.99990389
 DP0586
 DP0586                          SUPERSEDED SURVEY CONTROL
 DP0586
 DP0586  NAD 83(1993)-  33 41 00.78213(N)    101 02 25.10306(W) AD(       ) 2
 DP0586  NAD 83(1986)-  33 41 00.78379(N)    101 02 25.09833(W) AD(       ) 2
 DP0586  NAD 27      -  33 41 00.48200(N)    101 02 23.58400(W) AD(       ) 2
 DP0586  NGVD 29 (07/19/86)  899.05   (m)         2949.6    (f) LEVELING    3  
 DP0586
 DP0586.Superseded values are not recommended for survey control.
 DP0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0586.See file dsdata.txt to determine how the superseded data were derived.
 DP0586
 DP0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC1087128938(NAD 83)
 DP0586_MARKER: DD = SURVEY DISK
 DP0586_SETTING: 0 = UNSPECIFIED SETTING
 DP0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0586
 DP0586  HISTORY     - Date     Condition        Report By
 DP0586  HISTORY     - 1935     MONUMENTED       CGS
 DP0586
 DP0586                          STATION DESCRIPTION
 DP0586
 DP0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0586'MARK IS A 3-FOOT HIGH CONCRETE POST WITH BRONZE TABLET ON
 DP0586'TOP, INSCRIBED CROSBY-DICKENS COUNTY LINE.  MARK IS SLIGHTLY
 DP0586'LOOSE ON FOUNDATION, BUT OTHERWISE IS IN GOOD CONDITION.
 DP0586'
 DP0586'FOR DESCRIPTION OF LOCATION, SEE DESCRIPTION OF CROEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6283 ***********************************************************************
 AW6283  DESIGNATION -  CROSBY LAKE SHADOWS WATER TANK
 AW6283  PID         -  AW6283
 AW6283  STATE/COUNTY-  TX/HARRIS
 AW6283  USGS QUAD   -  HARMASTON (1982)
 AW6283
 AW6283                         *CURRENT SURVEY CONTROL
 AW6283  ___________________________________________________________________
 AW6283* NAD 83(1993)-  29 56 44.93126(N)    095 08 17.58330(W)     ADJUSTED  
 AW6283* NAVD 88     -                                                        
 AW6283  ___________________________________________________________________
 AW6283  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AW6283  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6283
 AW6283  HORZ ORDER  -  THIRD
 AW6283
 AW6283.The horizontal coordinates were established by classical geodetic methods
 AW6283.and adjusted by the National Geodetic Survey in February 1996..
 AW6283
 AW6283
 AW6283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6283
 AW6283.The geoid height was determined by GEOID03.
 AW6283
 AW6283;                    North         East     Units Scale Factor Converg.
 AW6283;SPC TXSC     - 4,240,277.032   972,713.685   MT  0.99991992   +1 53 31.0
 AW6283;SPC TXSC     -13,911,642.23  3,191,311.48   sFT  0.99991992   +1 53 31.0
 AW6283;UTM  15      - 3,314,703.871   293,637.713   MT  1.00012544   -1 04 03.8
 AW6283
 AW6283                          SUPERSEDED SURVEY CONTROL
 AW6283
 AW6283  NAD 83(1986)-  29 56 44.94661(N)    095 08 17.56510(W) AD(       ) 4
 AW6283  NAD 27      -  29 56 44.15082(N)    095 08 16.81583(W) AD(       ) 3
 AW6283
 AW6283.Superseded values are not recommended for survey control.
 AW6283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6283.See file dsdata.txt to determine how the superseded data were derived.
 AW6283
 AW6283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9363814704(NAD 83)
 AW6283_MARKER: 53 = ELEVATED TANK
 AW6283
 AW6283  HISTORY     - Date     Condition        Report By
 AW6283  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6283  HISTORY     - 20010730 GOOD             NGS
 AW6283  HISTORY     - 20040325 GOOD             USPSQD
 AW6283
 AW6283                          STATION DESCRIPTION
 AW6283
 AW6283'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6283'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF THE VILLAGE OF
 AW6283'CROSBY IN AN AREA KNOWN AS LAKE SHADOWS.  IT IS IN THE SOUTHEAST
 AW6283'ANGLE OF THE INTERSECTION OF METYCOVE DRIVE AND THE INDIAN MOUND
 AW6283'TRAIL.
 AW6283'
 AW6283'IT IS A PEDESTAL SPHERE TYPE WATER TANK, SILVER IN COLOR WITH GREEN
 AW6283'LETTERING LAKE SHADOWS PAINTED ON THE SIDE OF THE TANK.  THE
 AW6283'OVER-ALL HEIGHT IS 140 FEET.
 AW6283'
 AW6283'THE POINT INTERSECTED WAS THE TOP CENTER.
 AW6283
 AW6283                          STATION RECOVERY (2001)
 AW6283
 AW6283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6283'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW6283
 AW6283                          STATION RECOVERY (2004)
 AW6283
 AW6283'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6219 ***********************************************************************
 AW6219  DESIGNATION -  CROSBY MUNICIPAL TANK
 AW6219  PID         -  AW6219
 AW6219  STATE/COUNTY-  TX/HARRIS
 AW6219  USGS QUAD   -  CROSBY (1982)
 AW6219
 AW6219                         *CURRENT SURVEY CONTROL
 AW6219  ___________________________________________________________________
 AW6219* NAD 83(1993)-  29 54 32.46030(N)    095 04 00.93278(W)     ADJUSTED  
 AW6219* NAVD 88     -                                                        
 AW6219  ___________________________________________________________________
 AW6219  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AW6219  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6219
 AW6219  HORZ ORDER  -  THIRD
 AW6219
 AW6219.The horizontal coordinates were established by classical geodetic methods
 AW6219.and adjusted by the National Geodetic Survey in February 1996..
 AW6219
 AW6219
 AW6219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6219
 AW6219.The geoid height was determined by GEOID03.
 AW6219
 AW6219;                    North         East     Units Scale Factor Converg.
 AW6219;SPC TXSC     - 4,236,429.930   979,728.869   MT  0.99991329   +1 55 36.7
 AW6219;SPC TXSC     -13,899,020.53  3,214,327.13   sFT  0.99991329   +1 55 36.7
 AW6219;SPC TX C     - 3,038,904.649 1,208,440.462   MT  1.00006190   +2 42 45.0
 AW6219;SPC TX C     - 9,970,139.67  3,964,691.75   sFT  1.00006190   +2 42 45.0
 AW6219;UTM  15      - 3,310,498.989   300,446.276   MT  1.00009134   -1 01 51.5
 AW6219
 AW6219                          SUPERSEDED SURVEY CONTROL
 AW6219
 AW6219  NAD 83(1986)-  29 54 32.47597(N)    095 04 00.91459(W) AD(       ) 4
 AW6219  NAD 27      -  29 54 31.67867(N)    095 04 00.17483(W) AD(       ) 3
 AW6219
 AW6219.Superseded values are not recommended for survey control.
 AW6219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6219.See file dsdata.txt to determine how the superseded data were derived.
 AW6219
 AW6219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0044610499(NAD 83)
 AW6219_MARKER: 53 = ELEVATED TANK
 AW6219
 AW6219  HISTORY     - Date     Condition        Report By
 AW6219  HISTORY     - 1951     FIRST OBSERVED   CGS
 AW6219  HISTORY     - 1968     GOOD             CGS
 AW6219  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 AW6219  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW6219
 AW6219                          STATION DESCRIPTION
 AW6219
 AW6219'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW6219'THE STATION IS LOCATED NEAR THE CENTER OF CROSBY.  IT IS
 AW6219'ABOUT 300.0 FEET EAST OF THE CENTER OF THE MAIN STREET.
 AW6219'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 AW6219'THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX.
 AW6219'THE OVERALL HEIGHT IS ABOUT 120.0 FEET.
 AW6219'
 AW6219'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 AW6219
 AW6219                          STATION RECOVERY (1968)
 AW6219
 AW6219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6219'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 AW6219'DESCRIPTION IS ADEQUATE.
 AW6219
 AW6219                          STATION RECOVERY (1997)
 AW6219
 AW6219'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6219'MARK NOT FOUND.
 AW6219
 AW6219                          STATION RECOVERY (2004)
 AW6219
 AW6219'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0598 ***********************************************************************
 DP0598  DESIGNATION -  CROSBYTON BUNGE CORP ELEVATOR
 DP0598  PID         -  DP0598
 DP0598  STATE/COUNTY-  TX/CROSBY
 DP0598  USGS QUAD   -  CROSBYTON (1966)
 DP0598
 DP0598                         *CURRENT SURVEY CONTROL
 DP0598  ___________________________________________________________________
 DP0598* NAD 83(1993)-  33 39 40.33920(N)    101 13 53.43380(W)     ADJUSTED  
 DP0598* NAVD 88     -                                                        
 DP0598  ___________________________________________________________________
 DP0598  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DP0598  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DP0598
 DP0598  HORZ ORDER  -  THIRD
 DP0598
 DP0598.The horizontal coordinates were established by classical geodetic methods
 DP0598.and adjusted by the National Geodetic Survey in February 1996..
 DP0598
 DP0598
 DP0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0598
 DP0598.The geoid height was determined by GEOID03.
 DP0598
 DP0598;                    North         East     Units Scale Factor Converg.
 DP0598;SPC TXNC     - 2,224,472.580   346,699.186   MT  0.99992908   -1 29 23.1
 DP0598;SPC TXNC     - 7,298,123.79  1,137,462.25   sFT  0.99992908   -1 29 23.1
 DP0598;UTM  14      - 3,726,826.164   293,090.104   MT  1.00012782   -1 14 14.4
 DP0598
 DP0598                          SUPERSEDED SURVEY CONTROL
 DP0598
 DP0598  NAD 83(1993)-  33 39 40.34317(N)    101 13 53.43173(W) AD(       ) 4
 DP0598  NAD 83(1986)-  33 39 40.34498(N)    101 13 53.42714(W) AD(       ) 4
 DP0598  NAD 27      -  33 39 40.03834(N)    101 13 51.88705(W) AD(       ) 3
 DP0598
 DP0598.Superseded values are not recommended for survey control.
 DP0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0598.See file dsdata.txt to determine how the superseded data were derived.
 DP0598
 DP0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9309026826(NAD 83)
 DP0598
 DP0598  HISTORY     - Date     Condition        Report By
 DP0598  HISTORY     - 1968     FIRST OBSERVED   CGS
 DP0598
 DP0598                          STATION DESCRIPTION
 DP0598
 DP0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0598'STATION IS LOCATED IN THE NORTHEAST PORTION OF CROSBYTON.  IT IS
 DP0598'156 FEET HIGH, IS GRAY IN COLOR AND THE POINT INTERSECTED WAS
 DP0598'THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0594 ***********************************************************************
 DP0594  DESIGNATION -  CROSBYTON DAIRY WATER TANK
 DP0594  PID         -  DP0594
 DP0594  STATE/COUNTY-  TX/CROSBY
 DP0594  USGS QUAD   -  CROSBYTON (1966)
 DP0594
 DP0594                         *CURRENT SURVEY CONTROL
 DP0594  ___________________________________________________________________
 DP0594* NAD 83(1993)-  33 40 17.46779(N)    101 14 49.95576(W)     ADJUSTED  
 DP0594* NAVD 88     -                                                        
 DP0594  ___________________________________________________________________
 DP0594  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 DP0594  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DP0594
 DP0594  HORZ ORDER  -  THIRD
 DP0594
 DP0594.The horizontal coordinates were established by classical geodetic methods
 DP0594.and adjusted by the National Geodetic Survey in February 1996..
 DP0594
 DP0594
 DP0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0594
 DP0594.The geoid height was determined by GEOID03.
 DP0594
 DP0594;                    North         East     Units Scale Factor Converg.
 DP0594;SPC TXNC     - 2,225,654.010   345,273.469   MT  0.99993101   -1 29 53.9
 DP0594;SPC TXNC     - 7,301,999.86  1,132,784.71   sFT  0.99993101   -1 29 53.9
 DP0594;UTM  14      - 3,728,001.544   291,658.912   MT  1.00013514   -1 14 46.9
 DP0594
 DP0594                          SUPERSEDED SURVEY CONTROL
 DP0594
 DP0594  NAD 83(1993)-  33 40 17.47187(N)    101 14 49.95386(W) AD(       ) 4
 DP0594  NAD 83(1986)-  33 40 17.47388(N)    101 14 49.94946(W) AD(       ) 4
 DP0594  NAD 27      -  33 40 17.17000(N)    101 14 48.40300(W) AD(       ) 3
 DP0594
 DP0594.Superseded values are not recommended for survey control.
 DP0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0594.See file dsdata.txt to determine how the superseded data were derived.
 DP0594
 DP0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9165928002(NAD 83)
 DP0594_MARKER: 51 = TANK
 DP0594
 DP0594  HISTORY     - Date     Condition        Report By
 DP0594  HISTORY     - 1935     FIRST OBSERVED   CGS
 DP0594
 DP0594                          STATION DESCRIPTION
 DP0594
 DP0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0594'POINT OBSERVED UPON WAS FINIAL OF TALL, BLACK WATER TANK, LOCATED
 DP0594'ONE MILE N AND 1/2 MILE W OF CROSBYTON.  THIS TANK IS ON A DIARY
 DP0594'FARM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0595 ***********************************************************************
 DP0595  DESIGNATION -  CROSBYTON MUNICIPAL TANK
 DP0595  PID         -  DP0595
 DP0595  STATE/COUNTY-  TX/CROSBY
 DP0595  USGS QUAD   -  CROSBYTON (1966)
 DP0595
 DP0595                         *CURRENT SURVEY CONTROL
 DP0595  ___________________________________________________________________
 DP0595* NAD 83(1993)-  33 39 36.77846(N)    101 13 50.35966(W)     ADJUSTED  
 DP0595* NAVD 88     -       919.     (meters)    3015.     (feet)  SCALED    
 DP0595  ___________________________________________________________________
 DP0595  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 DP0595  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DP0595
 DP0595  HORZ ORDER  -  THIRD
 DP0595
 DP0595.The horizontal coordinates were established by classical geodetic methods
 DP0595.and adjusted by the National Geodetic Survey in July 1998..
 DP0595
 DP0595.The orthometric height was scaled from a topographic map.
 DP0595
 DP0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0595
 DP0595.The geoid height was determined by GEOID03.
 DP0595
 DP0595;                    North         East     Units Scale Factor Converg.
 DP0595;SPC TXNC     - 2,224,360.860   346,775.504   MT  0.99992890   -1 29 21.4
 DP0595;SPC TXNC     - 7,297,757.25  1,137,712.63   sFT  0.99992890   -1 29 21.4
 DP0595;UTM  14      - 3,726,714.759   293,166.929   MT  1.00012743   -1 14 12.5
 DP0595
 DP0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0595!SPC TXNC     -   0.99985973  x   0.99992890  =   0.99978864
 DP0595!UTM  14      -   0.99985973  x   1.00012743  =   0.99998714
 DP0595
 DP0595                          SUPERSEDED SURVEY CONTROL
 DP0595
 DP0595  NAD 83(1993)-  33 39 36.77846(N)    101 13 50.35966(W) AD(       ) 4
 DP0595  NAD 83(1993)-  33 39 36.78242(N)    101 13 50.35768(W) AD(       ) 4
 DP0595  NAD 83(1986)-  33 39 36.78438(N)    101 13 50.35305(W) AD(       ) 4
 DP0595  NAD 27      -  33 39 36.47700(N)    101 13 48.81300(W) AD(       ) 3
 DP0595
 DP0595.Superseded values are not recommended for survey control.
 DP0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0595.See file dsdata.txt to determine how the superseded data were derived.
 DP0595
 DP0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9316726715(NAD 83)
 DP0595_MARKER: 51 = TANK
 DP0595
 DP0595  HISTORY     - Date     Condition        Report By
 DP0595  HISTORY     - 1935     FIRST OBSERVED   CGS
 DP0595  HISTORY     - 1968     GOOD             CGS
 DP0595
 DP0595                          STATION DESCRIPTION
 DP0595
 DP0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0595'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33101-1, STATION 1013.
 DP0595
 DP0595                          STATION RECOVERY (1968)
 DP0595
 DP0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0595'STATION WAS RECOVERED AS DESCRIBED IN 1935, EXCEPT THAT THE TANK IS
 DP0595'NOW PAINTED SILVER COLOR INSTEAD OF BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0688 ***********************************************************************
 DP0688  PACS        -  This is a Primary Airport Control Station.
 DP0688  DESIGNATION -  CROSPORT
 DP0688  PID         -  DP0688
 DP0688  STATE/COUNTY-  TX/CROSBY
 DP0688  USGS QUAD   -  COLLETT SPRINGS (1966)
 DP0688
 DP0688                         *CURRENT SURVEY CONTROL
 DP0688  ___________________________________________________________________
 DP0688* NAD 83(1993)-  33 37 26.29932(N)    101 14 26.35928(W)     ADJUSTED  
 DP0688* NAVD 88     -       918.75   (meters)    3014.3    (feet)  GPS OBS   
 DP0688  ___________________________________________________________________
 DP0688  X           -  -1,036,485.964 (meters)                     COMP
 DP0688  Y           -  -5,215,211.991 (meters)                     COMP
 DP0688  Z           -   3,512,286.824 (meters)                     COMP
 DP0688  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DP0688  ELLIP HEIGHT-         893.16  (meters)          (10/24/00) GPS OBS
 DP0688  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 DP0688
 DP0688  HORZ ORDER  -  B
 DP0688  ELLP ORDER  -  FOURTH    CLASS II
 DP0688
 DP0688.This mark is at Crosbyton Muni (8F3) Airport (8F3)
 DP0688
 DP0688.The horizontal coordinates were established by GPS observations
 DP0688.and adjusted by the National Geodetic Survey in August 1996..
 DP0688
 DP0688.The orthometric height was determined by GPS observations and a
 DP0688.high-resolution geoid model.
 DP0688
 DP0688.GPS derived orthometric heights for airport stations designated as
 DP0688.PACS or SACS are published to 2 decimal places.  This maintains
 DP0688.centimeter relative accuracy between the PACS and SACS.  It does
 DP0688.not indicate centimeter accuracy relative to other marks which are
 DP0688.part of the NAVD 88 network.
 DP0688
 DP0688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0688
 DP0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0688
 DP0688.The ellipsoidal height was determined by GPS observations
 DP0688.and is referenced to NAD 83.
 DP0688
 DP0688.The geoid height was determined by GEOID03.
 DP0688
 DP0688;                    North         East     Units Scale Factor Converg.
 DP0688;SPC TXNC     - 2,220,366.615   345,743.529   MT  0.99992239   -1 29 41.1
 DP0688;SPC TXNC     - 7,284,652.80  1,134,326.89   sFT  0.99992239   -1 29 41.1
 DP0688;UTM  14      - 3,722,715.178   292,152.394   MT  1.00013262   -1 14 28.3
 DP0688
 DP0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0688!SPC TXNC     -   0.99985980  x   0.99992239  =   0.99978220
 DP0688!UTM  14      -   0.99985980  x   1.00013262  =   0.99999240
 DP0688
 DP0688:                Primary Azimuth Mark                     Grid Az
 DP0688:SPC TXNC     -  CROSPORT AZ MK                           002 22 13.9
 DP0688:UTM  14      -  CROSPORT AZ MK                           002 07 01.1
 DP0688
 DP0688|---------------------------------------------------------------------|
 DP0688| PID    Reference Object                     Distance      Geod. Az  |
 DP0688|                                                           dddmmss.s |
 DP0688| DP0689 CROSPORT AZ MK                      496.358 METERS 0005232.8 |
 DP0688| AC9142 8F3 A                               APPROX. 0.5 KM 1850227.9 |
 DP0688|---------------------------------------------------------------------|
 DP0688
 DP0688                          SUPERSEDED SURVEY CONTROL
 DP0688
 DP0688  ELLIP H (08/30/96)  893.18   (m)                       GP(       ) 1 2
 DP0688  NAD 83(1993)-  33 37 26.30049(N)    101 14 26.36156(W) AD(       ) 3
 DP0688  ELLIP H (02/16/96)  893.12   (m)                       GP(       ) 5 1
 DP0688  NAD 83(1993)-  33 37 26.30729(N)    101 14 26.35648(W) AD(       ) 3
 DP0688  ELLIP H (12/21/93)  892.81   (m)                       GP(       ) 4 1
 DP0688  NAD 83(1986)-  33 37 26.30842(N)    101 14 26.35259(W) AD(       ) 3
 DP0688  NAD 27      -  33 37 25.99764(N)    101 14 24.81133(W) AD(       ) 3
 DP0688  NGVD 29 (12/08/88)  918.4    (m)         3013.     (f) GPS OBS        
 DP0688
 DP0688.Superseded values are not recommended for survey control.
 DP0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0688.See file dsdata.txt to determine how the superseded data were derived.
 DP0688
 DP0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9215222715(NAD 83)
 DP0688_MARKER: I = METAL ROD
 DP0688_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DP0688_SP_SET: OBJECT DRIVEN INTO GROUND
 DP0688_STAMPING: CROSPORT 1988
 DP0688_MARK LOGO: NGS   
 DP0688_PROJECTION: FLUSH
 DP0688_MAGNETIC: I = MARKER IS A STEEL ROD
 DP0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0688+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1995
 DP0688_ROD/PIPE-DEPTH: 3.9  meters
 DP0688_SLEEVE-DEPTH  : 0.9 meters
 DP0688
 DP0688  HISTORY     - Date     Condition        Report By
 DP0688  HISTORY     - 1988     MONUMENTED       NGS
 DP0688  HISTORY     - 19950526 GOOD             NGS
 DP0688  HISTORY     - 19990824 GOOD             NGS
 DP0688
 DP0688                          STATION DESCRIPTION
 DP0688
 DP0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DP0688'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 DP0688'SOUTH OF CROSBYTON, 0.3 KM (0.2 MI) WEST OF FARM ROAD 651 AND AT
 DP0688'THE CROSBYTON MUNICIPAL AIRPORT.  IT IS AT THE JUNCTION OF THE RAMP
 DP0688'AND RUNWAY.
 DP0688'OWNERSHIP--CITY OF CROSBYTON, 119 SOUTH AYRSHIRE, CROSBYTON TX
 DP0688'79322.  AIRPORT MANAGER IS FLOYD RICHARDSON, PHONE 806-675-2728.
 DP0688'
 DP0688'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 82, STATE
 DP0688'HIGHWAY 114 AND FARM ROAD 651 IN CROSBYTON, GO SOUTH ON FARM ROAD
 DP0688'651 FOR 4.2 KM (2.6 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 DP0688'RIGHT AND GO WEST FOR 0.2 KM (0.1 MI) TO A GATE.  PASS THROUGH THE
 DP0688'GATE AND CONTINUE WEST FOR 0.1 KM (0.05 MI) TO THE RUNWAY AND
 DP0688'STATION ON THE RIGHT.
 DP0688'
 DP0688'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 DP0688'DRIVEN INTO THE GROUND 3.9 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 DP0688'IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC PIPE
 DP0688'WITH A LOGO CAP STAMPED---CROSPORT 1988---, THE ROD IS RECESSED 6
 DP0688'CM BELOW THE GROUND SURFACE.  LOCATED 17.9 METERS (58.8 FT) EAST OF
 DP0688'OF RUNWAY CENTER, 16.2 METERS (53.0 FT) WEST FROM WEST END OF
 DP0688'CULVERT, 14.9 METERS (49.0 FT) NORTH OF RAMP CENTER, 4.3 METERS
 DP0688'(14.0 FT) SOUTH-SOUTHEAST OF BLUE RAMP LIGHT AND 0.8 METER (2.5 FT)
 DP0688'SOUTH OF A FIBERGLASS WITNESS POST.
 DP0688'
 DP0688'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 DP0688'ROD DRIVEN INTO THE GROUND 4.4 METERS AND INSIDE A 1-INCH PVC PIPE
 DP0688'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 DP0688'PVC PIPE WITH A LOGO CAP STAMPED---CROSPORT AZ MK 1988---, THE ROD
 DP0688'IS RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 31.4 METERS
 DP0688'(103.0 FT) SOUTH OF RAMP CENTER, 25.5 METERS (83.8 FT) EAST OF
 DP0688'RUNWAY CENTER, 0.8 METER (2.5 FT) NORTH OF A FIBERGLASS WITNESS
 DP0688'POST AND 0.6 METER (2.0 FT) NORTHWEST OF CORNER OF CONCRETE PAD FOR
 DP0688'VASI LIGHT.
 DP0688'
 DP0688'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DP0688'
 DP0688'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DP0688'
 DP0688'DESCRIBED BY D.A. BOWLING.
 DP0688
 DP0688                          STATION RECOVERY (1995)
 DP0688
 DP0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DP0688'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTH OF CROSBYTON, ON
 DP0688'THE CROSBYTON MUNICIPAL AIRPORT, AT THE JUNCTION OF THE CONECTOR AND
 DP0688'RUNWAY WEST OF THE OFFICE.  OWNERSHIP--CITY OF CROSBYTON, 221 WEST
 DP0688'MAIN, CROSBYTON TX 79322.  THE AIRPORT MANAGER IS FLOYD RICHARDSON,
 DP0688'PHONE 806 675-2728.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 DP0688'HIGHWAY 114 AND U.S.  HIGHWAY 82 IN CROSBYTON, GO 4.0 KM (2.50 MI)
 DP0688'SOUTH ON HIGHWAY 114 TO THE AIRPORT ENTRANCE, TURN RIGHT, WEST, GO
 DP0688'0.13 KM (0.10 MI) TO AN APRON GATE AND OFFICE ON THE LEFT, PASS
 DP0688'THROUGH THE GATE AND CONTINUE WEST ACROSS THE APRON AND CONECTOR TO
 DP0688'THE RUNWAY AND THE STATION ON THE RIGHT.  THE STATION IS 17.9 M (58.7
 DP0688'FT) EAST OF THE RUNWAY CENTERLINE, 16.2 M (53.1 FT) WEST OF THE WEST
 DP0688'END OF A CULVERT HEADWAL, 15.0 M (49.2 FT) NORTH OF THE CONECTOR
 DP0688'CENTERLINE, 4.3 M (14.1 FT) SOUTH-SOUTHEAST OF A BLUE CONECTOR LIGHT,
 DP0688'0.8 M (2.6 FT) SOUTH OF A WITNESS POST, AND 0.3 BELOW THE LEVEL OF THE
 DP0688'RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0688'THE SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY DEB. BY DEB.
 DP0688
 DP0688                          STATION RECOVERY (1999)
 DP0688
 DP0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 DP0688'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0689 ***********************************************************************
 DP0689  SACS        -  This is a Secondary Airport Control Station.
 DP0689  DESIGNATION -  CROSPORT AZ MK
 DP0689  PID         -  DP0689
 DP0689  STATE/COUNTY-  TX/CROSBY
 DP0689  USGS QUAD   -  CROSBYTON (1966)
 DP0689
 DP0689                         *CURRENT SURVEY CONTROL
 DP0689  ___________________________________________________________________
 DP0689* NAD 83(1993)-  33 37 42.40778(N)    101 14 26.06492(W)     ADJUSTED  
 DP0689* NAVD 88     -       919.26   (meters)    3015.9    (feet)  GPS OBS   
 DP0689  ___________________________________________________________________
 DP0689  X           -  -1,036,425.020 (meters)                     COMP
 DP0689  Y           -  -5,214,944.267 (meters)                     COMP
 DP0689  Z           -   3,512,700.406 (meters)                     COMP
 DP0689  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DP0689  ELLIP HEIGHT-         893.65  (meters)          (02/05/01) GPS OBS
 DP0689  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DP0689
 DP0689  HORZ ORDER  -  FIRST
 DP0689  ELLP ORDER  -  FOURTH    CLASS II
 DP0689
 DP0689.This mark is at Crosbyton Muni (8F3) Airport (8F3)
 DP0689
 DP0689.The horizontal coordinates were established by GPS observations
 DP0689.and adjusted by the National Geodetic Survey in June 1997..
 DP0689
 DP0689.The orthometric height was determined by GPS observations and a
 DP0689.high-resolution geoid model.
 DP0689
 DP0689.GPS derived orthometric heights for airport stations designated as
 DP0689.PACS or SACS are published to 2 decimal places.  This maintains
 DP0689.centimeter relative accuracy between the PACS and SACS.  It does
 DP0689.not indicate centimeter accuracy relative to other marks which are
 DP0689.part of the NAVD 88 network.
 DP0689
 DP0689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0689
 DP0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0689
 DP0689.The ellipsoidal height was determined by GPS observations
 DP0689.and is referenced to NAD 83.
 DP0689
 DP0689.The geoid height was determined by GEOID03.
 DP0689
 DP0689;                    North         East     Units Scale Factor Converg.
 DP0689;SPC TXNC     - 2,220,862.510   345,764.057   MT  0.99992317   -1 29 40.9
 DP0689;SPC TXNC     - 7,286,279.75  1,134,394.24   sFT  0.99992317   -1 29 40.9
 DP0689;UTM  14      - 3,723,211.263   292,170.732   MT  1.00013252   -1 14 28.6
 DP0689
 DP0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0689!SPC TXNC     -   0.99985973  x   0.99992317  =   0.99978291
 DP0689!UTM  14      -   0.99985973  x   1.00013252  =   0.99999223
 DP0689
 DP0689:                Primary Azimuth Mark                     Grid Az
 DP0689:SPC TXNC     -  CROSPORT                                 182 22 13.9
 DP0689:UTM  14      -  CROSPORT                                 182 07 01.6
 DP0689
 DP0689|---------------------------------------------------------------------|
 DP0689| PID    Reference Object                     Distance      Geod. Az  |
 DP0689|                                                           dddmmss.s |
 DP0689| DP0688 CROSPORT                            496.358 METERS 1805233.0 |
 DP0689|---------------------------------------------------------------------|
 DP0689
 DP0689                          SUPERSEDED SURVEY CONTROL
 DP0689
 DP0689  ELLIP H (06/12/97)  893.67   (m)                       GP(       ) 4 2
 DP0689  NAD 83(1993)-  33 37 42.40881(N)    101 14 26.06686(W) AD(       ) 3
 DP0689  ELLIP H (02/16/96)  893.62   (m)                       GP(       ) 5 1
 DP0689  NAD 83(1993)-  33 37 42.41571(N)    101 14 26.06212(W) AD(       ) 3
 DP0689  ELLIP H (12/21/93)  893.33   (m)                       GP(       ) 4 1
 DP0689  NAD 83(1986)-  33 37 42.41674(N)    101 14 26.05789(W) AD(       ) 3
 DP0689  NAD 27      -  33 37 42.10634(N)    101 14 24.51653(W) AD(       ) 3
 DP0689  NGVD 29 (12/08/88)  918.9    (m)         3015.     (f) GPS OBS        
 DP0689
 DP0689.Superseded values are not recommended for survey control.
 DP0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0689.See file dsdata.txt to determine how the superseded data were derived.
 DP0689
 DP0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9217123211(NAD 83)
 DP0689_MARKER: I = METAL ROD
 DP0689_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DP0689_SP_SET: OBJECT DRIVEN INTO GROUND
 DP0689_STAMPING: CROSPORT AZ MK 1988
 DP0689_MARK LOGO: NGS   
 DP0689_MAGNETIC: I = MARKER IS A STEEL ROD
 DP0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0689+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1995
 DP0689
 DP0689  HISTORY     - Date     Condition        Report By
 DP0689  HISTORY     - 1988     MONUMENTED       NGS
 DP0689  HISTORY     - 19950526 GOOD             NGS
 DP0689
 DP0689                          STATION DESCRIPTION
 DP0689
 DP0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DP0689'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 DP0689'SOUTH OF CROSBYTON, 0.3 KM (0.2 MI) WEST OF FARM ROAD 651 AND AT
 DP0689'THE CROSBYTON MUNICIPAL AIRPORT.
 DP0689'OWNERSHIP--CITY OF CROSBYTON, 119 SOUTH AYRSHIRE, CROSBYTON TX
 DP0689'79322.  AIRPORT MANAGER IS FLOYD RICHARDSON, PHONE 806-675-2728.
 DP0689'
 DP0689'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 82, STATE
 DP0689'HIGHWAY 114 AND FARM ROAD 651 IN CROSBYTON, GO SOUTH ON FARM ROAD
 DP0689'651 FOR 4.2 KM (2.6 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 DP0689'RIGHT AND GO WEST FOR 0.2 KM (0.1 MI) TO A GATE.  PASS THROUGH THE
 DP0689'GATE AND CONTINUE WEST FOR 0.1 KM (0.05 MI) TO THE RUNWAY.  TURN
 DP0689'RIGHT AND GO NORTH ALONG THE RUNWAY FOR 0.6 KM (0.35 MI) TO THE
 DP0689'MARK IN THE GRASS TURN-AROUND.
 DP0689'
 DP0689'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 DP0689'DRIVEN INTO THE GROUND 4.4 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 DP0689'IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN 1 5-INCH PVC PIPE
 DP0689'WITH A LOGO CAP STAMPED---CROSPORT AZ MK 1988---, THE ROD IS
 DP0689'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 31.4 METERS (103.0
 DP0689'FT) SOUTH OF RAMP CENTER, 25.5 METERS (83.8 FT) EAST OF RUNWAY
 DP0689'CENTER, 0.8 METER (2.5 FT) NORTH OF A FIBERGLASS WITNESS POST AND
 DP0689'0.6 METER (2.0 FT) NORTHWEST OF CORNER OF CONCRETE PAD FOR VASI
 DP0689'LIGHT.
 DP0689'
 DP0689'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DP0689'
 DP0689'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DP0689'
 DP0689'DESCRIBED BY D.A. BOWLING.
 DP0689
 DP0689                          STATION RECOVERY (1995)
 DP0689
 DP0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DP0689'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTH OF CROSBYTON, ON
 DP0689'THE CROSBYTON MUNICIPAL AIRPORT, NEAR THE NORTHWEST CORNER OF THE MOST
 DP0689'NORTHERLY VASI IN THE GRASS ISLAND FORMED BY THE NORTH TURN-AROUND.
 DP0689'OWNERSHIP--CITY OF CROSBYTON, 221 WEST MAIN, CROSBYTON TX 79322.  THE
 DP0689'AIRPORT MANAGER IS FLOYD RICHARDSON, PHONE 806 675-2728.  TO REACH THE
 DP0689'STATION FROM THE JUNCTION OF STATE HIGHWAY 114 AND U.S.  HIGHWAY 82 IN
 DP0689'CROSBYTON, GO 4.0 KM (2.50 MI) SOUTH ON HIGHWAY 114 TO THE AIRPORT
 DP0689'ENTRANCE, TURN RIGHT, WEST, GO 0.13 KM (0.10 MI) TO AN APRON GATE AND
 DP0689'OFFICE ON THE LEFT, PASS THROUGH THE GATE AND CONTINUE WEST ACROSS THE
 DP0689'APRON AND CONECTOR TO THE RUNWAY, TURN RIGHT, NORTH, GO 0.6 KM (0.35
 DP0689'MI) ALONG THE RUNWAY TO THE STATION ON THE RIGHT.  THE STATION IS 31.2
 DP0689'M (102.4 FT) SOUTH OF THE CENTERLINE OF THE TURN-AROUND, 25.5 M (83.7
 DP0689'FT) EAST OF THE RUNWAY CENTERLINE, 0.8 M (2.6 FT) NORTH OF A WITNESS
 DP0689'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY, AND 0.2 M (0.7 FT)
 DP0689'WEST OF THE NORTHWEST CORNER OF THE CONCRETE VASI LIGHT FOOTING.
 DP0689'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 DP0689'SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  NOTE--THIS STATION
 DP0689'WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0614 ***********************************************************************
 CR0614  DESIGNATION -  CROSS
 CR0614  PID         -  CR0614
 CR0614  STATE/COUNTY-  TX/HENDERSON
 CR0614  USGS QUAD   -  CROSS ROADS (1984)
 CR0614
 CR0614                         *CURRENT SURVEY CONTROL
 CR0614  ___________________________________________________________________
 CR0614* NAD 83(1993)-  32 03 06.06931(N)    095 58 28.72130(W)     ADJUSTED  
 CR0614* NAVD 88     -       131.168  (meters)     430.34   (feet)  ADJUSTED  
 CR0614  ___________________________________________________________________
 CR0614  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 CR0614  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CR0614  DYNAMIC HT  -         131.014 (meters)     429.84  (feet)  COMP
 CR0614  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 CR0614
 CR0614  HORZ ORDER  -  FIRST
 CR0614  VERT ORDER  -  SECOND    CLASS 0
 CR0614
 CR0614.The horizontal coordinates were established by classical geodetic methods
 CR0614.and adjusted by the National Geodetic Survey in February 1996..
 CR0614
 CR0614.The orthometric height was determined by differential leveling
 CR0614.and adjusted by the National Geodetic Survey in June 1991..
 CR0614
 CR0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0614
 CR0614.The geoid height was determined by GEOID03.
 CR0614
 CR0614.The dynamic height is computed by dividing the NAVD 88
 CR0614.geopotential number by the normal gravity value computed on the
 CR0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0614.degrees latitude (g = 980.6199 gals.).
 CR0614
 CR0614.The modeled gravity was interpolated from observed gravity values.
 CR0614
 CR0614;                    North         East     Units Scale Factor Converg.
 CR0614;SPC TXNC     - 2,045,562.890   838,477.449   MT  1.00002361   +1 22 38.3
 CR0614;SPC TXNC     - 6,711,150.91  2,750,904.76   sFT  1.00002361   +1 22 38.3
 CR0614;SPC TX C     - 3,272,472.508 1,111,550.040   MT  1.00004957   +2 14 41.9
 CR0614;SPC TX C     -10,736,436.89  3,646,810.42   sFT  1.00004957   +2 14 41.9
 CR0614;UTM  15      - 3,550,036.060   219,131.112   MT  1.00057299   -1 34 46.7
 CR0614;UTM  14      - 3,550,169.282   785,658.953   MT  1.00060647   +1 36 23.7
 CR0614
 CR0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0614!SPC TXNC     -   0.99998342  x   1.00002361  =   1.00000703
 CR0614!SPC TX C     -   0.99998342  x   1.00004957  =   1.00003299
 CR0614!UTM  15      -   0.99998342  x   1.00057299  =   1.00055640
 CR0614!UTM  14      -   0.99998342  x   1.00060647  =   1.00058988
 CR0614
 CR0614|---------------------------------------------------------------------|
 CR0614| PID    Reference Object                     Distance      Geod. Az  |
 CR0614|                                                           dddmmss.s |
 CR0614| CR0613 CROSS RM 1                           32.958 METERS 03424     |
 CR0614| CR0612 CROSS AZ MK                                        0962557.9 |
 CR0614| CS2630 TRINIDAD TEX P AND L LGE STK        APPROX.14.5 KM 3044512.0 |
 CR0614| CS2633 TRINIDAD TEX P AND L SHORT TK       APPROX.14.4 KM 3045802.2 |
 CR0614| CS2631 TRINIDAD TEX P AND L TALL TK        APPROX.14.4 KM 3050036.3 |
 CR0614| CR0615 CROSS RM 2                           45.311 METERS 31405     |
 CR0614|---------------------------------------------------------------------|
 CR0614
 CR0614                          SUPERSEDED SURVEY CONTROL
 CR0614
 CR0614  NAD 83(1986)-  32 03 06.07754(N)    095 58 28.70438(W) AD(       ) 1
 CR0614  NAD 27      -  32 03 05.50800(N)    095 58 27.82800(W) AD(       ) 1
 CR0614  NGVD 29 (??/??/92)  131.170  (m)          430.35   (f) ADJ UNCH    2 0
 CR0614
 CR0614.Superseded values are not recommended for survey control.
 CR0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0614.See file dsdata.txt to determine how the superseded data were derived.
 CR0614
 CR0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR1913150036(NAD 83)
 CR0614_MARKER: DS = TRIANGULATION STATION DISK
 CR0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0614_STAMPING: CROSS 1946
 CR0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0614+STABILITY: SURFACE MOTION
 CR0614
 CR0614  HISTORY     - Date     Condition        Report By
 CR0614  HISTORY     - 1946     MONUMENTED       CGS
 CR0614  HISTORY     - 1947     GOOD             NGS
 CR0614  HISTORY     - 20020109 MARK NOT FOUND   INDIV
 CR0614
 CR0614                          STATION DESCRIPTION
 CR0614
 CR0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CR0614'LOCATED 0.4 MILE WEST OF CROSS ROADS ON THE HIGHEST POINT OF A
 CR0614'STUMP-COVERED SAND HILL, 100 YARDS SOUTH OF A CORRAL AND 7 FEET
 CR0614'NORTHEAST OF A REFERENCE POST.  IT IS STAMPED CROSS 1946 AND
 CR0614'PROJECTS 8 INCHES.
 CR0614'
 CR0614'REFERENCE MARK NO. 1 IS STAMPED CROSS NO 1 1946 AND PROJECTS 8
 CR0614'INCHES.
 CR0614'
 CR0614'REFERENCE MARK NO. 2 IS 30 FEET WEST OF A SAND ROAD.  IT IS
 CR0614'STAMPED CROSS NO 2 1946 AND PROJECTS 8 INCHES.
 CR0614'
 CR0614'THE AZIMUTH MARK IS 58 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CR0614'OF THE SCHOOLHOUSE IN CROSS ROADS, 32 FEET EAST OF THE CENTER
 CR0614'OF AN OILED ROAD, 29 FEET SOUTH OF THE SOUTH EDGE OF A GATE IN
 CR0614'A ROCK WALL, 2 FEET EAST OF A TELEPHONE POLE AND 1 FOOT WEST OF A
 CR0614'REFERENCE POST.  IT IS STAMPED CROSS 1946 AND PROJECTS 6 INCHES.
 CR0614'
 CR0614'TO REACH THE STATION FROM THE CENTER OF CROSS ROADS, GO NORTHERLY
 CR0614'ON THE OILED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CR0614'LEAVE THE OILED ROAD, TURN LEFT THROUGH A FARMYARD AND FOLLOW
 CR0614'A SAND ROAD WESTERLY FOR 0.4 MILE TO THE HIGHEST POINT AND THE
 CR0614'STATION.
 CR0614'
 CR0614'AN 87 FOOT SIGNAL AT COON IS VISIBLE AT 77 FEET.
 CR0614'
 CR0614'A 100 FOOT SIGNAL AT BRADFORD IS VISIBLE AT 90 FEET.
 CR0614'
 CR0614'A 100 FOOT SIGNAL AT VANNOY 1935 IS VISIBLE AT 77 FEET.
 CR0614'
 CR0614'A 100 FOOT SIGNAL AT CAYUGA IS VISIBLE ON THE GROUND.
 CR0614'
 CR0614'AN 87 FOOT SIGNAL AT WILDCAT IS VISIBLE ON THE GROUND.
 CR0614'
 CR0614'A 100 FOOT SIGNAL AT HOUSE IS VISIBLE ON THE GROUND.
 CR0614'
 CR0614'A 87 FOOT SIGNAL AT RUSH IS VISIBLE AT 37 FEET.
 CR0614'
 CR0614'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 37 FEET.
 CR0614'
 CR0614'AN 87 FOOT SIGNAL AT TICK IS VISIBLE AT 37 FEET.
 CR0614'
 CR0614'A 74 FOOT SIGNAL AT ANDING IS VISIBLE ON THE GROUND.
 CR0614'
 CR0614'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CR0614
 CR0614                          STATION RECOVERY (1947)
 CR0614
 CR0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CR0614'0.7 MI W FROM CROSS ROADS.
 CR0614'0.2 MILE NORTH ALONG FARM HIGHWAY 90 FROM THE SCHOOL AT CROSS ROADS,
 CR0614'THENCE 0.3 MILE WEST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH ACROSS A
 CR0614'FIELD TO THE TOP OF A HILL AND THE SITE OF THE MARK, ABOUT 0.3 MILE
 CR0614'WEST OF CROSS ROADS SCHOOL, ABOUT 0.2 MILE SOUTH OF AN EAST AND WEST
 CR0614'DIRT ROAD.  A BRONZE TRIANGULATION STATION DISK SET IN THE TOP OF A
 CR0614'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 CR0614
 CR0614                          STATION RECOVERY (2002)
 CR0614
 CR0614'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KKW)
 CR0614'FARM EQUIPMENT USED AT MARK LOCATION, RM1 FOUND BUT DAMAGED.  NO
 CR0614'REFERENCE POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0634 ***********************************************************************
 AO0634  DESIGNATION -  CROSS
 AO0634  PID         -  AO0634
 AO0634  STATE/COUNTY-  TX/MCMULLEN
 AO0634  USGS QUAD   -  CROSS (1969)
 AO0634
 AO0634                         *CURRENT SURVEY CONTROL
 AO0634  ___________________________________________________________________
 AO0634* NAD 83(1993)-  28 32 57.94780(N)    098 32 45.94596(W)     ADJUSTED  
 AO0634* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 AO0634  ___________________________________________________________________
 AO0634  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AO0634  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AO0634
 AO0634  HORZ ORDER  -  THIRD
 AO0634
 AO0634.The horizontal coordinates were established by classical geodetic methods
 AO0634.and adjusted by the National Geodetic Survey in February 1996..
 AO0634
 AO0634.The orthometric height was scaled from a topographic map.
 AO0634
 AO0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0634
 AO0634.The geoid height was determined by GEOID03.
 AO0634
 AO0634;                    North         East     Units Scale Factor Converg.
 AO0634;SPC TXSC     - 4,079,451.167   644,416.289   MT  0.99995647   +0 13 20.5
 AO0634;SPC TXSC     -13,383,999.37  2,114,222.44   sFT  0.99995647   +0 13 20.5
 AO0634;UTM  14      - 3,158,152.038   544,400.821   MT  0.99962433   +0 13 01.0
 AO0634
 AO0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0634!SPC TXSC     -   0.99998597  x   0.99995647  =   0.99994244
 AO0634!UTM  14      -   0.99998597  x   0.99962433  =   0.99961030
 AO0634
 AO0634|---------------------------------------------------------------------|
 AO0634| PID    Reference Object                     Distance      Geod. Az  |
 AO0634|                                                           dddmmss.s |
 AO0634| AO0635 TT 9 AAB USGS 1953                   57.461 METERS 05444     |
 AO0634| CV4655 CROSS AZ MK                                        1754531.9 |
 AO0634| CV4656 CROSS RM 1                           18.242 METERS 17705     |
 AO0634|---------------------------------------------------------------------|
 AO0634
 AO0634                          SUPERSEDED SURVEY CONTROL
 AO0634
 AO0634  NAD 83(1986)-  28 32 57.95219(N)    098 32 45.92103(W) AD(       ) 3
 AO0634  NAD 27      -  28 32 56.99500(N)    098 32 44.85600(W) AD(       ) 3
 AO0634
 AO0634.Superseded values are not recommended for survey control.
 AO0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0634.See file dsdata.txt to determine how the superseded data were derived.
 AO0634
 AO0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4440158152(NAD 83)
 AO0634_MARKER: DS = TRIANGULATION STATION DISK
 AO0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0634_PROJECTION: FLUSH
 AO0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0634+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 AO0634
 AO0634  HISTORY     - Date     Condition        Report By
 AO0634  HISTORY     - 1953     MONUMENTED       CGS
 AO0634  HISTORY     - 1969     GOOD             CGS
 AO0634  HISTORY     - 1969     GOOD             USGS
 AO0634  HISTORY     - 20010213 GOOD             FRONT
 AO0634  HISTORY     - 20060424 GOOD             DGC
 AO0634
 AO0634                          STATION DESCRIPTION
 AO0634
 AO0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0634'STATION IS LOCATED ABOUT 6 MILES NORTH OF TILDEN, 3.5 MILES
 AO0634'SOUTH OF THE VILLAGE OF CROSS, 94 FEET WEST OF THE CENTER
 AO0634'LINE OF STATE HIGHWAY 173, 90 FEET SOUTH OF A POWER LINE
 AO0634'POLE, 73 FEET SOUTHWEST OF THE CENTER OF A ALUMINUM GATE,
 AO0634'32 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 3 FEET NORTHEAST
 AO0634'OF A WITNESS POST.  THE MARK IS A STANDARD DISK STAMPED,
 AO0634'CROSS 1953 AND PROJECTS 4 INCHES.
 AO0634'
 AO0634'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY
 AO0634'173 AND 63 IN TILDEN, GO NORTH ON STATE HIGHWAY 173 FOR
 AO0634'5.65 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AO0634'CONTINUE NORTH ON STATE HIGHWAY 173 FOR 0.4 MILE TO A ALUMINUM
 AO0634'GATE AND STATION ON THE LEFT, AND ENTRANCE TO THE GREEN
 AO0634'FRANKLIN RANCH ON RIGHT.
 AO0634'
 AO0634'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, CROSS NO
 AO0634'1 1953 AND PROJECTS 4 INCHES.  THE MARK IS 28 FEET WEST
 AO0634'OF A NORTH-SOUTH FENCE LINE.
 AO0634'
 AO0634'REFERENCE MARK NO. 2 IS STANDARD USGS B.M. STAMPED, 33 BE
 AO0634'1952 374 FT. TT9 AAB AND PROJECTS 3 INCHES.  THE MARK IS
 AO0634'64 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 173, 25
 AO0634'FEET NORTH OF THE CENTER LINE OF LANE, 3 FEET EAST AND 3
 AO0634'FEET SOUTH OF A T-FENCE CORNER.
 AO0634'
 AO0634'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, CROSS 1953
 AO0634'AND PROJECTS 4 INCHES.  THE MARK IS 59 FEET EAST OF THE
 AO0634'CENTER LINE OF STATE HIGHWAY 173, 2 FEET NORTH OF A WITNESS
 AO0634'POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 AO0634'
 AO0634'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH ON STATE
 AO0634'HIGHWAY 173 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT
 AO0634'AS DESCRIBED.
 AO0634'
 AO0634'ON PROPERTY OF MRS. GREEN FRANKLIN OF TILDEN WHO LIVES 1/2
 AO0634'MILE E OF STATION.
 AO0634'
 AO0634'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AO0634
 AO0634                          STATION RECOVERY (1969)
 AO0634
 AO0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GDF)
 AO0634'STATION MARK FOUND AS DESCRIBED AND ALL MARKS FOUND WITH
 AO0634'THE EXCEPTION OF R.M. 2.
 AO0634'
 AO0634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--TILDEN,
 AO0634'6.0 MILES NORTH OF
 AO0634
 AO0634                          STATION RECOVERY (1969)
 AO0634
 AO0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AO0634'DESCRIPTION AND POSITION LISTED IN NGS QUAD 28098-4, STATION 1005.
 AO0634'RECOVERY BY USGS, 1969--FOUND AS DESCRIBED AND ALL MARKS FOUND WITH
 AO0634'THE EXCEPTION OF REFERENCE MARK NO. 2.
 AO0634'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST WHICH
 AO0634'PROJECTS 0.3 FT., STAMPED---CROSS 1953---.
 AO0634
 AO0634                          STATION RECOVERY (2001)
 AO0634
 AO0634'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2001 (JLM)
 AO0634'RM 1 IS DESTROYED
 AO0634'RM 2 IS DESTROYED
 AO0634'AZ MK NOT FOUND
 AO0634
 AO0634                          STATION RECOVERY (2006)
 AO0634
 AO0634'RECOVERY NOTE BY DAWSON GEOPHYSICAL 2006 (EG)
 AO0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2037 ***********************************************************************
 BL2037  DESIGNATION -  CROSS
 BL2037  PID         -  BL2037
 BL2037  STATE/COUNTY-  TX/HARDIN
 BL2037  USGS QUAD   -  HICKSBAUGH (1984)
 BL2037
 BL2037                         *CURRENT SURVEY CONTROL
 BL2037  ___________________________________________________________________
 BL2037* NAD 83(1993)-  30 30 39.61565(N)    094 16 43.19791(W)     ADJUSTED  
 BL2037* NAVD 88     -        30.41   (+/-2cm)      99.8    (feet)  VERTCON   
 BL2037  ___________________________________________________________________
 BL2037  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BL2037  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL2037
 BL2037  HORZ ORDER  -  FIRST
 BL2037  VERT ORDER  -  THIRD ? (See Below)
 BL2037
 BL2037.The horizontal coordinates were established by classical geodetic methods
 BL2037.and adjusted by the National Geodetic Survey in February 1996..
 BL2037
 BL2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2037.The vertical order pertains to the NGVD 29 superseded value.
 BL2037
 BL2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2037
 BL2037.The geoid height was determined by GEOID03.
 BL2037
 BL2037;                    North         East     Units Scale Factor Converg.
 BL2037;SPC TX C     - 3,109,410.716 1,280,841.652   MT  0.99991812   +3 07 06.6
 BL2037;SPC TX C     -10,201,458.32  4,202,227.99   sFT  0.99991812   +3 07 06.6
 BL2037;UTM  15      - 3,376,106.131   377,307.371   MT  0.99978570   -0 38 57.4
 BL2037
 BL2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2037!SPC TX C     -   0.99999958  x   0.99991812  =   0.99991770
 BL2037!UTM  15      -   0.99999958  x   0.99978570  =   0.99978528
 BL2037
 BL2037|---------------------------------------------------------------------|
 BL2037| PID    Reference Object                     Distance      Geod. Az  |
 BL2037|                                                           dddmmss.s |
 BL2037| CV8316 CROSS RM 1                                         16900     |
 BL2037| CV8317 CROSS RM 2                                         28650     |
 BL2037| BL2038 SWEARINGEN                          APPROX.10.3 KM 3584702.2 |
 BL2037|---------------------------------------------------------------------|
 BL2037
 BL2037                          SUPERSEDED SURVEY CONTROL
 BL2037
 BL2037  NAD 83(1993)-  30 30 39.62889(N)    094 16 43.18665(W) AD(       ) 1
 BL2037  NAD 83(1986)-  30 30 39.63445(N)    094 16 43.18738(W) AD(       ) 1
 BL2037  NAD 27      -  30 30 38.88900(N)    094 16 42.50300(W) AD(       ) 1
 BL2037  NGVD 29 (07/19/86)   30.40   (m)           99.7    (f) LEVELING    3  
 BL2037
 BL2037.Superseded values are not recommended for survey control.
 BL2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2037.See file dsdata.txt to determine how the superseded data were derived.
 BL2037
 BL2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7730776106(NAD 83)
 BL2037_MARKER: DS = TRIANGULATION STATION DISK
 BL2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2037
 BL2037  HISTORY     - Date     Condition        Report By
 BL2037  HISTORY     - 1931     MONUMENTED       CGS
 BL2037  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BL2037
 BL2037                          STATION DESCRIPTION
 BL2037
 BL2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2037'ABOUT 7 MILES, AIR LINE, E OF VILLAGE MILLS, ABOUT 10 MILES,
 BL2037'AIR LINE, SE OF WARREN, ABOUT 3/4 MILE, AIR LINE, S OF THE
 BL2037'TYLER-HARDIN COUNTY LINE, 18 METERS (59 FEET) N OF SMALL
 BL2037'BLAZED PINE (AS IF MARKING SOME LAND CORNER) IN SE QUADRANT
 BL2037'OF ROAD INTERSECTION.
 BL2037'
 BL2037'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2037'DISKS SET IN CONCRETE.
 BL2037'
 BL2037'REFERENCE MARK NO. 1 IS 3 METERS (10 FEET) E OF CENTER LINE
 BL2037'OF ROAD, ABOUT 13 METERS (43 FEET) SW OF ROAD INTERSECTION,
 BL2037'AND 30.20 METERS (99.1 FEET) FROM STATION S 11 DEG 00 MIN E.
 BL2037'
 BL2037'REFERENCE MARK NO. 2 IS 3 METERS (10 FEET) N OF CENTER LINE
 BL2037'OF ROAD, ABOUT 65 METERS (213 FEET) NW OF ROAD INTERSECTION,
 BL2037'AND 55 METERS (180 FEET) FROM STATION N 73 DEG 10 MIN W.
 BL2037
 BL2037                          STATION RECOVERY (2004)
 BL2037
 BL2037'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL2037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1062 ***********************************************************************
 BM1062  DESIGNATION -  CROSS
 BM1062  PID         -  BM1062
 BM1062  STATE/COUNTY-  TX/MILAM
 BM1062  USGS QUAD   -  MAYSFIELD (1989)
 BM1062
 BM1062                         *CURRENT SURVEY CONTROL
 BM1062  ___________________________________________________________________
 BM1062* NAD 83(1993)-  30 57 56.35342(N)    096 47 31.91026(W)     ADJUSTED  
 BM1062* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 BM1062  ___________________________________________________________________
 BM1062  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BM1062  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BM1062
 BM1062  HORZ ORDER  -  FIRST
 BM1062
 BM1062.The horizontal coordinates were established by classical geodetic methods
 BM1062.and adjusted by the National Geodetic Survey in February 1996..
 BM1062
 BM1062.The orthometric height was scaled from a topographic map.
 BM1062
 BM1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1062
 BM1062.The geoid height was determined by GEOID03.
 BM1062
 BM1062;                    North         East     Units Scale Factor Converg.
 BM1062;SPC TX C     - 3,149,382.790 1,038,217.667   MT  0.99988194   +1 49 26.0
 BM1062;SPC TX C     -10,332,600.04  3,406,219.13   sFT  0.99988194   +1 49 26.0
 BM1062;UTM  14      - 3,427,886.559   710,870.471   MT  1.00014853   +1 08 11.0
 BM1062
 BM1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1062!SPC TX C     -   0.99998335  x   0.99988194  =   0.99986529
 BM1062!UTM  14      -   0.99998335  x   1.00014853  =   1.00013187
 BM1062
 BM1062:                Primary Azimuth Mark                     Grid Az
 BM1062:SPC TX C     -  CROSS AZ MK                              070 19 19.2
 BM1062:UTM  14      -  CROSS AZ MK                              071 00 34.2
 BM1062
 BM1062|---------------------------------------------------------------------|
 BM1062| PID    Reference Object                     Distance      Geod. Az  |
 BM1062|                                                           dddmmss.s |
 BM1062| CV8318 CROSS AZ MK                                        0720845.2 |
 BM1062| BM1054 CALVERT CENTRAL HOTEL CUPOLA        APPROX.11.4 KM 0832738.6 |
 BM1062| BM1052 CALVERT STANDPIPE                   APPROX.11.5 KM 0840733.8 |
 BM1062| BM1053 CALVERT UTILITIES CO STACK          APPROX.11.5 KM 0842623.2 |
 BM1062| CV8319 CROSS RM 1                           22.344 METERS 10233     |
 BM1062| BM1049 HEARNE LARGE MUNICIPAL TANK         APPROX.20.9 KM 1165731.8 |
 BM1062| BM1048 HEARNE INTERNMENT CAMP TANK         APPROX.18.7 KM 1180557.1 |
 BM1062| CV8320 CROSS RM 2                           44.242 METERS 18020     |
 BM1062|---------------------------------------------------------------------|
 BM1062
 BM1062                          SUPERSEDED SURVEY CONTROL
 BM1062
 BM1062  NAD 83(1986)-  30 57 56.36452(N)    096 47 31.89193(W) AD(       ) 1
 BM1062  NAD 27      -  30 57 55.68900(N)    096 47 30.96900(W) AD(       ) 1
 BM1062
 BM1062.Superseded values are not recommended for survey control.
 BM1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1062.See file dsdata.txt to determine how the superseded data were derived.
 BM1062
 BM1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV1087027887(NAD 83)
 BM1062_MARKER: DS = TRIANGULATION STATION DISK
 BM1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1062
 BM1062  HISTORY     - Date     Condition        Report By
 BM1062  HISTORY     - 1943     MONUMENTED       CGS
 BM1062  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM1062
 BM1062                          STATION DESCRIPTION
 BM1062
 BM1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1062'STATION IS LOCATED ABOUT 7.25 MILES WNW OF CALVERT AND ON A RIDGE
 BM1062'THAT IS ABOUT 2 MILES W OF THE BRAZOS RIVER.  IT IS 80 FEET E OF
 BM1062'THE CENTER LINE OF A GRAVEL ROAD, 60 FEET W OF A FENCE LINE, 35
 BM1062'FEET E OF A TRIANGULAR-BLAZED OAK TREE AND 27 FEET SE OF THE
 BM1062'SW CORNER OF A CORRAL.  IT IS STAMPED CROSS 1943 AND PROJECTS 2
 BM1062'INCHES.
 BM1062'
 BM1062'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1062'DISKS SET IN CONCRETE.
 BM1062'
 BM1062'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 65 FEET S OF THE SE
 BM1062'CORNER OF THE CORRAL AND 1 FOOT W OF THE FENCE LINE.  IT IS
 BM1062'STAMPED CROSS NO. 1 1943 AND PROJECTS 5 INCHES.
 BM1062'
 BM1062'REFERENCE MARK NO. 2 IS S OF THE STATION, 25 FEET W OF THE CENTER
 BM1062'LINE OF THE GRAVEL ROAD, 4 FEET NNW OF A FENCE CORNER AND 1 FOOT
 BM1062'W OF A FENCE LINE.  IT IS STAMPED CROSS NO. 2 1943 AND PROJECTS
 BM1062'6 INCHES.
 BM1062'
 BM1062'THE AZIMUTH MARK IS ENE OF THE STATION, 130 FEET NNW OF A SMALL
 BM1062'WHITE HOUSE, 20 FEET N OF THE CENTER LINE OF A GRAVEL ROAD AND
 BM1062'0.5 FOOT N OF A WIRE FENCE.  IT IS STAMPED CROSS 1943 AND
 BM1062'PROJECTS 2 INCHES.
 BM1062'
 BM1062'TO REACH THE STATION FROM THE CROSS STREETS AT THE CALVERT
 BM1062'STATE BANK IN CALVERT, GO N ON STATE HIGHWAY 6 FOR 0.25 MILE TO
 BM1062'A MACADAM SIDE ROAD ON THE LEFT.  TURN LEFT FOR 5.55 MILES TO THE
 BM1062'BRAZOS RIVER.  CONTINUE AHEAD ON A GRAVEL ROAD FOR 1.9 MILES TO
 BM1062'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.4 MILE TO A
 BM1062'GRAVEL ROAD ON THE RIGHT (MRS. S.A. EASLEYS STORE ON THE LEFT).
 BM1062'THEN RIGHT FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 BM1062'
 BM1062'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BM1062
 BM1062                          STATION RECOVERY (1999)
 BM1062
 BM1062'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0668 ***********************************************************************
 EN0668  DESIGNATION -  CROSS
 EN0668  PID         -  EN0668
 EN0668  STATE/COUNTY-  TX/HALL
 EN0668  USGS QUAD   -  ESTELLINE NW (1984)
 EN0668
 EN0668                         *CURRENT SURVEY CONTROL
 EN0668  ___________________________________________________________________
 EN0668* NAD 83(1993)-  34 37 50.47836(N)    100 28 31.81703(W)     ADJUSTED  
 EN0668* NAVD 88     -       581.     (meters)    1906.     (feet)  SCALED    
 EN0668  ___________________________________________________________________
 EN0668  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 EN0668  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EN0668
 EN0668  HORZ ORDER  -  THIRD
 EN0668
 EN0668.The horizontal coordinates were established by classical geodetic methods
 EN0668.and adjusted by the National Geodetic Survey in February 1996..
 EN0668
 EN0668.The orthometric height was scaled from a topographic map.
 EN0668
 EN0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0668
 EN0668.The geoid height was determined by GEOID03.
 EN0668
 EN0668;                    North         East     Units Scale Factor Converg.
 EN0668;SPC TX N     - 1,070,454.759   293,941.298   MT  1.00000453   +0 35 37.4
 EN0668;SPC TX N     - 3,511,983.66    964,372.41   sFT  1.00000453   +0 35 37.4
 EN0668;UTM  14      - 3,833,078.862   364,750.271   MT  0.99982547   -0 50 19.1
 EN0668
 EN0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0668!SPC TX N     -   0.99991314  x   1.00000453  =   0.99991766
 EN0668!UTM  14      -   0.99991314  x   0.99982547  =   0.99973862
 EN0668
 EN0668|---------------------------------------------------------------------|
 EN0668| PID    Reference Object                     Distance      Geod. Az  |
 EN0668|                                                           dddmmss.s |
 EN0668| CX7030 CROSS RM 1                           24.732 METERS 07847     |
 EN0668| CX7029 CROSS AZ MK                                        1632126.1 |
 EN0668| CX7031 CROSS RM 2                           25.152 METERS 16530     |
 EN0668| EN0765 MEMPHIS VUMORE TV MST               APPROX.13.7 KM 3231539.2 |
 EN0668|---------------------------------------------------------------------|
 EN0668
 EN0668                          SUPERSEDED SURVEY CONTROL
 EN0668
 EN0668  NAD 83(1993)-  34 37 50.47866(N)    100 28 31.81573(W) AD(       ) 3
 EN0668  NAD 83(1986)-  34 37 50.48358(N)    100 28 31.80971(W) AD(       ) 3
 EN0668  NAD 27      -  34 37 50.28657(N)    100 28 30.36902(W) AD(       ) 3
 EN0668
 EN0668.Superseded values are not recommended for survey control.
 EN0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0668.See file dsdata.txt to determine how the superseded data were derived.
 EN0668
 EN0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6475033079(NAD 83)
 EN0668_MARKER: DS = TRIANGULATION STATION DISK
 EN0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0668
 EN0668  HISTORY     - Date     Condition        Report By
 EN0668  HISTORY     - 1964     MONUMENTED       CGS
 EN0668
 EN0668                          STATION DESCRIPTION
 EN0668
 EN0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0668'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH SOUTHEAST OF MEMPHIS,
 EN0668'6-1/2 MILES NORTH NORTHWEST OF ESTELLINE, 3-1/2 MILES NORTH
 EN0668'NORTHWEST OF NEWLIN AND ON THE RIGHT-OF-WAY LINE BETWEEN U.S.
 EN0668'HIGHWAY 287 AND THE FORT WORTH AND DENVER RAILROAD.
 EN0668'
 EN0668'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 EN0668'HIGHWAY 86 IN ESTELLINE, GO NORTHWESTERLY ON U.S. HIGHWAY 287 FOR
 EN0668'6.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON U.S.
 EN0668'HIGHWAY 287 FOR 0.35 MILE TO A CROSSROAD AND THE STATION ON THE
 EN0668'RIGHT.
 EN0668'
 EN0668'THE STATION MARK IS A STANDARD DISK, STAMPED CROSS 1964, SET IN THE
 EN0668'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0668'PROJECTS 6 INCHES.  IT IS 53 FEET EAST OF THE CENTERLINE OF U.S.
 EN0668'HIGHWAY 287, 46 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 39
 EN0668'FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 4.5 FEET SOUTH OF A
 EN0668'TELEPHONE POLE AND 3.9 FEET EAST OF A METAL WITNESS POST.
 EN0668'
 EN0668'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROSS NO 1 1964, SET IN
 EN0668'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0668'PROJECTS 10 INCHES.  IT IS 54 FEET NORTH OF THE CENTERLINE OF THE
 EN0668'DIRT ROAD, 38 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 EN0668'3.0 FEET WEST OF A TELEPHONE LINE POLE AND ABOUT 4 FEET HIGHER IN
 EN0668'ELEVATION THAN THE STATION.
 EN0668'
 EN0668'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROSS NO 2 1964, SET IN
 EN0668'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0668'PROJECTS 10 INCHES.  IT IS 51 FEET EAST OF THE CENTERLINE OF U.S.
 EN0668'HIGHWAY 287, 39.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 EN0668'TRACKS, 36 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 4.5 FEET
 EN0668'NORTH OF A TELEPHONE LINE POLE AND AT ABOUT THE SAME ELEVATION AS
 EN0668'THE STATION.
 EN0668'
 EN0668'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CROSS 1964, SET IN THE
 EN0668'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0668'PROJECTS 10 INCHES.  IT IS 50 FEET EAST OF THE CENTERLINE OF U.S.
 EN0668'HIGHWAY 287, 39.3 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 EN0668'TRACKS, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST AND 1.3 FEET
 EN0668'EAST OF A TELEPHONE LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0600 ***********************************************************************
 EN0600  DESIGNATION -  CROSS 1964 AZ MK
 EN0600  PID         -  EN0600
 EN0600  STATE/COUNTY-  TX/HALL
 EN0600  USGS QUAD   -  ESTELLINE NW (1984)
 EN0600
 EN0600                         *CURRENT SURVEY CONTROL
 EN0600  ___________________________________________________________________
 EN0600* NAD 83(1986)-  34 37 32.     (N)    100 28 25.     (W)     SCALED    
 EN0600* NAVD 88     -       583.736  (meters)    1915.14   (feet)  ADJUSTED  
 EN0600  ___________________________________________________________________
 EN0600  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 EN0600  DYNAMIC HT  -         583.080 (meters)    1912.99  (feet)  COMP
 EN0600  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 EN0600
 EN0600  VERT ORDER  -  FIRST     CLASS II
 EN0600
 EN0600.The horizontal coordinates were scaled from a topographic map and have
 EN0600.an estimated accuracy of +/- 6 seconds.
 EN0600
 EN0600.The orthometric height was determined by differential leveling
 EN0600.and adjusted by the National Geodetic Survey in June 1991..
 EN0600
 EN0600.The geoid height was determined by GEOID03.
 EN0600
 EN0600.The dynamic height is computed by dividing the NAVD 88
 EN0600.geopotential number by the normal gravity value computed on the
 EN0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0600.degrees latitude (g = 980.6199 gals.).
 EN0600
 EN0600.The modeled gravity was interpolated from observed gravity values.
 EN0600
 EN0600;                    North         East    Units  Estimated Accuracy
 EN0600;SPC TX N     - 1,069,890.      294,120.      MT  (+/- 180 meters Scaled)
 EN0600
 EN0600                          SUPERSEDED SURVEY CONTROL
 EN0600
 EN0600.No superseded survey control is available for this station.
 EN0600
 EN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD649325(NAD 83)
 EN0600_MARKER: DZ = AZIMUTH MARK DISK
 EN0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0600_SP_SET: CONCRETE POST
 EN0600_STAMPING: CROSS 1964
 EN0600_MARK LOGO: CGS   
 EN0600_PROJECTION: PROJECTING 5 CENTIMETERS
 EN0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0600+STABILITY: SURFACE MOTION
 EN0600
 EN0600  HISTORY     - Date     Condition        Report By
 EN0600  HISTORY     - 1964     MONUMENTED       CGS
 EN0600  HISTORY     - 1984     GOOD             NGS
 EN0600
 EN0600                          STATION DESCRIPTION
 EN0600
 EN0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0600'12.7 KM (7.9 MI) SE FROM MEMPHIS.
 EN0600'12.7 KM (7.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0600'JUNCTION WITH STATE HIGHWAY 256 IN MEMPHIS, 0.2 KM (0.1 MI) SOUTH OF
 EN0600'RAILROAD MILEPOST 243, 15.6 M (51.2 FT) EAST OF THE CENTERLINE OF THE
 EN0600'NORTH BOUND LANES OF THE HIGHWAY, 12.0 M (39.4 FT) WEST OF THE NEAR
 EN0600'RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND 0.5 M (1.6 FT) EAST OF A
 EN0600'UTILITY POLE.
 EN0600'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 EN0600'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0612 ***********************************************************************
 CR0612  DESIGNATION -  CROSS AZ MK
 CR0612  PID         -  CR0612
 CR0612  STATE/COUNTY-  TX/HENDERSON
 CR0612  USGS QUAD   -  CROSS ROADS (1984)
 CR0612
 CR0612                         *CURRENT SURVEY CONTROL
 CR0612  ___________________________________________________________________
 CR0612* NAD 83(1986)-  32 03 04.     (N)    095 58 01.     (W)     SCALED    
 CR0612* NAVD 88     -       114.046  (meters)     374.17   (feet)  ADJUSTED  
 CR0612  ___________________________________________________________________
 CR0612  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CR0612  DYNAMIC HT  -         113.912 (meters)     373.73  (feet)  COMP
 CR0612  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 CR0612
 CR0612  VERT ORDER  -  SECOND    CLASS 0
 CR0612
 CR0612.The horizontal coordinates were scaled from a topographic map and have
 CR0612.an estimated accuracy of +/- 6 seconds.
 CR0612
 CR0612.The orthometric height was determined by differential leveling
 CR0612.and adjusted by the National Geodetic Survey in June 1991..
 CR0612
 CR0612.The geoid height was determined by GEOID03.
 CR0612
 CR0612.The dynamic height is computed by dividing the NAVD 88
 CR0612.geopotential number by the normal gravity value computed on the
 CR0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0612.degrees latitude (g = 980.6199 gals.).
 CR0612
 CR0612.The modeled gravity was interpolated from observed gravity values.
 CR0612
 CR0612;                    North         East    Units  Estimated Accuracy
 CR0612;SPC TXNC     - 2,045,520.      839,210.      MT  (+/- 180 meters Scaled)
 CR0612
 CR0612                          SUPERSEDED SURVEY CONTROL
 CR0612
 CR0612  NGVD 29 (??/??/92)  114.048  (m)          374.17   (f) ADJ UNCH    2 0
 CR0612
 CR0612.Superseded values are not recommended for survey control.
 CR0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0612.See file dsdata.txt to determine how the superseded data were derived.
 CR0612
 CR0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR198499(NAD 83)
 CR0612_MARKER: DZ = AZIMUTH MARK DISK
 CR0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0612_STAMPING: CROSS 1946
 CR0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0612+STABILITY: SURFACE MOTION
 CR0612
 CR0612  HISTORY     - Date     Condition        Report By
 CR0612  HISTORY     - 1946     MONUMENTED       CGS
 CR0612  HISTORY     - 1947     GOOD             NGS
 CR0612
 CR0612                          STATION DESCRIPTION
 CR0612
 CR0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0612'IN CROSS ROADS.
 CR0612'AT CROSS ROADS, 58 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CR0612'SCHOOL HOUSE, 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 CR0612'WEST OF A STONE WALL, 2 FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF
 CR0612'A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CR0612'WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1065 ***********************************************************************
 CT1065  DESIGNATION -  CROSS PLAINS
 CT1065  PID         -  CT1065
 CT1065  STATE/COUNTY-  TX/CALLAHAN
 CT1065  USGS QUAD   -  CROSS CUT (1987)
 CT1065
 CT1065                         *CURRENT SURVEY CONTROL
 CT1065  ___________________________________________________________________
 CT1065* NAD 83(1993)-  32 07 30.24224(N)    099 08 47.13462(W)     ADJUSTED  
 CT1065* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 CT1065  ___________________________________________________________________
 CT1065  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CT1065  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CT1065
 CT1065  HORZ ORDER  -  FIRST
 CT1065
 CT1065.The horizontal coordinates were established by classical geodetic methods
 CT1065.and adjusted by the National Geodetic Survey in February 1996..
 CT1065
 CT1065.The orthometric height was scaled from a topographic map.
 CT1065
 CT1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1065
 CT1065.The geoid height was determined by GEOID03.
 CT1065
 CT1065;                    North         East     Units Scale Factor Converg.
 CT1065;SPC TXNC     - 2,051,021.330   539,000.454   MT  1.00000230   -0 21 09.2
 CT1065;SPC TXNC     - 6,729,059.15  1,768,370.66   sFT  1.00000230   -0 21 09.2
 CT1065;SPC TX C     - 3,273,143.926   812,008.220   MT  1.00007389   +0 36 40.8
 CT1065;SPC TX C     -10,738,639.70  2,664,063.64   sFT  1.00007389   +0 36 40.8
 CT1065;UTM  14      - 3,554,307.981   486,188.055   MT  0.99960235   -0 04 40.3
 CT1065
 CT1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1065!SPC TXNC     -   0.99991929  x   1.00000230  =   0.99992159
 CT1065!SPC TX C     -   0.99991929  x   1.00007389  =   0.99999318
 CT1065!UTM  14      -   0.99991929  x   0.99960235  =   0.99952168
 CT1065
 CT1065:                Primary Azimuth Mark                     Grid Az
 CT1065:SPC TXNC     -  CROSS PLAINS AZ MK                       091 48 19.5
 CT1065:SPC TX C     -  CROSS PLAINS AZ MK                       090 50 29.5
 CT1065:UTM  14      -  CROSS PLAINS AZ MK                       091 31 50.6
 CT1065
 CT1065|---------------------------------------------------------------------|
 CT1065| PID    Reference Object                     Distance      Geod. Az  |
 CT1065|                                                           dddmmss.s |
 CT1065| CX7032 CROSS PLAINS AZ MK                                 0912710.3 |
 CT1065| CX7033 CROSS PLAINS RM 1                    28.124 METERS 11605     |
 CT1065| CX7035 CROSS PLAINS RM 3                    23.119 METERS 13832     |
 CT1065| CX7034 CROSS PLAINS RM 2                    19.343 METERS 22942     |
 CT1065| CT1068 CROSS PLAINS IRRIGATION TANK        APPROX. 1.5 KM 3005359.8 |
 CT1065|---------------------------------------------------------------------|
 CT1065
 CT1065                          SUPERSEDED SURVEY CONTROL
 CT1065
 CT1065  NAD 83(1986)-  32 07 30.24972(N)    099 08 47.12368(W) AD(       ) 1
 CT1065  NAD 27      -  32 07 29.74600(N)    099 08 45.89100(W) AD(       ) 1
 CT1065
 CT1065.Superseded values are not recommended for survey control.
 CT1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1065.See file dsdata.txt to determine how the superseded data were derived.
 CT1065
 CT1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA8618854308(NAD 83)
 CT1065_MARKER: DS = TRIANGULATION STATION DISK
 CT1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1065_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1065
 CT1065  HISTORY     - Date     Condition        Report By
 CT1065  HISTORY     - 1935     MONUMENTED       CGS
 CT1065  HISTORY     - 1938     GOOD             TXHD
 CT1065  HISTORY     - 1949     GOOD             CGS
 CT1065  HISTORY     - 1957     GOOD             CGS
 CT1065  HISTORY     - 1960     GOOD             USGS
 CT1065  HISTORY     - 1981     MARK NOT FOUND   NGS
 CT1065
 CT1065                          STATION DESCRIPTION
 CT1065
 CT1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1065'STATION IS LOCATED ON THE N SIDE OF U.S. HIGHWAY 23, ON
 CT1065'RIGHT-OF-WAY APPROXIMATELY IN THE MIDDLE OF AN UPGRADE TO THE
 CT1065'W, ABOUT 1.0 MILE E OF CROSS PLAINS.  MARK IS 27 FEET N OF
 CT1065'CENTER LINE OF U.S. HIGHWAY 23, 54 FEET NW OF TELEPHONE POLE.
 CT1065'
 CT1065'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CT1065'BRONZE DISKS SET IN CONCRETE.
 CT1065'
 CT1065'REFERENCE MARK NO. 1 IS SE OF STATION, 24 FEET S OF CENTER
 CT1065'LINE OF U.S. HIGHWAY 23, 10 FEET N OF E-W FENCE LINE, AND
 CT1065'PROJECTS APPROXIMATELY 10 INCHES.
 CT1065'
 CT1065'REFERENCE MARK NO. 2 IS SW OF STATION, 18 FEET S OF CENTER
 CT1065'LINE OF U.S. HIGHWAY 23, 8 FEET N OF AN E-W FENCE LINE, AND
 CT1065'PROJECTS 8 INCHES ABOVE GROUND.
 CT1065'
 CT1065'AZIMUTH MARK IS LOCATED 20 FEET S OF CENTER LINE OF U.S.
 CT1065'HIGHWAY 23, 25 FEET E OF INTERSECTION OF NS AND EW FENCE
 CT1065'LINE CORNER, 0.7 MILE E OF STATION.  FROM STATION GO E ON
 CT1065'U.S. HIGHWAY 23, FOR 0.7 MILE.
 CT1065'
 CT1065'STATION IS REACHED FROM THE CITIZENS STATE BANK IN CROSS
 CT1065'PLAINS, GO E ON PAVED U.S. HIGHWAY 23, FOR 1.1 MILES, OR
 CT1065'0.45 MILE PAST HARGROVES CANICOA STATION ON THE LEFT, OR 0.1
 CT1065'MILE PAST SMALL WHITE HOUSE ON THE RIGHT TO STATION ON THE
 CT1065'LEFT (N) SIDE OF ROAD.
 CT1065'
 CT1065'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CT1065
 CT1065                          STATION RECOVERY (1938)
 CT1065
 CT1065'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CT1065'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CT1065'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.  DESCRIPTION
 CT1065'AS GIVEN IN REACHING STATION IS SATISFACTORY.
 CT1065
 CT1065                          STATION RECOVERY (1949)
 CT1065
 CT1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HWH)
 CT1065'TO REACH STATION FROM MAIN STREET IN CROSS PLAINS GO EAST
 CT1065'ALONG S. H. 206 AND 36 FOR 1.12 MILES AND STATION.  STATION
 CT1065'IS ON NORTH SIDE OF HIGHWAY AND ABOUT 2 FEET INSIDE FENCE
 CT1065'LINE.  THE STATION WILL PROBABLY BE COVERED WITH SAND.
 CT1065'
 CT1065'THE REFERENCE MARKER IS ON THE SOUTH SIDE OF THE HIGHWAY
 CT1065'AND ABOUT 30 FEET WEST OF THE STATION.  IT PROJECTS ABOUT 8
 CT1065'INCHES ABOVE THE GROUND.  USING IT AS THE CENTER AND WITH A
 CT1065'RADIUS OF 63.85 FEET DESCRIBE AN ARC AND LOCATE THE STATION.
 CT1065
 CT1065                          STATION RECOVERY (1957)
 CT1065
 CT1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1065'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 CT1065'IN GOOD CONDITION.  R.M. NO. 1 WAS FOUND LYING ON TOP OF THE
 CT1065'GROUND AND R.M. NO. 2 HAD BEEN HIT BY ROAD MACHINERY BUT THIS
 CT1065'MARK WAS SOLID.  R.M. NO. 1 WAS RESET AND THE NUMBER OF THE
 CT1065'MARK WAS CHANGED TO R.M. NO. 3.
 CT1065'
 CT1065'TO REACH THE STATION FROM CROSS PLAINS, FROM THE CITIZENS
 CT1065'STATE BANK, GO EAST ON FARM ROAD 374 (FORMERLY U.S. HIGHWAY
 CT1065'23) FOR 1.1 MILES TO THE STATION ON THE LEFT.
 CT1065'
 CT1065'THE STATION MARK IS 23 FEET NORTH OF THE CENTER LINE OF THE
 CT1065'HIGHWAY, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND ABOUT
 CT1065'3 INCHES BELOW SURFACE OF THE GROUND.
 CT1065'
 CT1065'R.M. NO. 2 IS SOUTHWEST ACROSS HIGHWAY FROM STATION AND IS
 CT1065'18.5 FEET SOUTH OF CENTER LINE OF THE HIGHWAY.
 CT1065'
 CT1065'R.M. NO. 3 IS SOUTHEAST ACROSS HIGHWAY FROM THE STATION,
 CT1065'34 FEET SOUTH OF CENTER LINE OF HIGHWAY AND 7.5 FEET WEST
 CT1065'OF A POWER LINE POLE.
 CT1065'
 CT1065'THE AZIMUTH MARK IS 0.7 MILE EAST OF THE STATION ON THE SOUTH
 CT1065'SIDE OF THE HIGHWAY AS DESCRIBED.
 CT1065
 CT1065                          STATION RECOVERY (1960)
 CT1065
 CT1065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CT1065'STATION MARK AND AZIMUTH MARK RECOVERED, REFERENCE MARKS
 CT1065'WERE NOT FOUND.  STATION IS REACHED FROM CITIZEN BANK IN
 CT1065'CROSS PLAINS, GO EAST ON PAVED HIGHWAY (OLD 36) FOR 1.1 MILES
 CT1065'TO MIDDLE OF AN UPGRADE TO THE WEST.  MARK IS 23 FEET NORTH
 CT1065'OF CENTERLINE OF RAOD, DIRECTLY UNDER A BARBED WIRE FENCE,
 CT1065'401 FEET WEST OF FENCE LINE SOUTH, 565 FEET EAST OF A FIELD
 CT1065'LINE SOUTH, 81 FEET NORTHWEST OF A POWERLINE POLE, AND ABOUT
 CT1065'6 INCHES BELOW SURFACE OF BLOW SAND.
 CT1065
 CT1065                          STATION RECOVERY (1981)
 CT1065
 CT1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CT1065'THE STATION AND REFERENCE MARK 2 WERE FOUND PILED IN A DITCH.
 CT1065'REFERENCE MARK 1 WAS NOT LOCATED.  AFTER EXTENSIVE DIGGING THE
 CT1065'UNDERGROUND DISK COULD NOT BE FOUND.  THERE IS NOTHING TO USE FOR
 CT1065'ORIENTATION TO LOCATE THE UNDERGROUND MARK.  IT IS PROBABLY THERE IN
 CT1065'THE AREA AS THERE HAS BEEN ONLY SURFACE SCRAPING DONE BY ROAD GRADERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1068 ***********************************************************************
 CT1068  DESIGNATION -  CROSS PLAINS IRRIGATION TANK
 CT1068  PID         -  CT1068
 CT1068  STATE/COUNTY-  TX/CALLAHAN
 CT1068  USGS QUAD   -  CROSS PLAINS NORTH (1968)
 CT1068
 CT1068                         *CURRENT SURVEY CONTROL
 CT1068  ___________________________________________________________________
 CT1068* NAD 83(1993)-  32 07 54.65084(N)    099 09 35.06879(W)     ADJUSTED  
 CT1068* NAVD 88     -                                                        
 CT1068  ___________________________________________________________________
 CT1068  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 CT1068  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CT1068
 CT1068  HORZ ORDER  -  THIRD
 CT1068
 CT1068.The horizontal coordinates were established by classical geodetic methods
 CT1068.and adjusted by the National Geodetic Survey in February 1996..
 CT1068
 CT1068
 CT1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1068
 CT1068.The geoid height was determined by GEOID03.
 CT1068
 CT1068;                    North         East     Units Scale Factor Converg.
 CT1068;SPC TXNC     - 2,051,780.973   537,748.727   MT  1.00000041   -0 21 35.3
 CT1068;SPC TXNC     - 6,731,551.41  1,764,263.95   sFT  1.00000041   -0 21 35.3
 CT1068;SPC TX C     - 3,273,882.455   810,743.796   MT  1.00007622   +0 36 16.1
 CT1068;SPC TX C     -10,741,062.69  2,659,915.27   sFT  1.00007622   +0 36 16.1
 CT1068;UTM  14      - 3,555,061.312   484,933.200   MT  0.99960280   -0 05 05.9
 CT1068
 CT1068                          SUPERSEDED SURVEY CONTROL
 CT1068
 CT1068  NAD 83(1986)-  32 07 54.65877(N)    099 09 35.05763(W) AD(       ) 4
 CT1068  NAD 27      -  32 07 54.15700(N)    099 09 33.82300(W) AD(       ) 3
 CT1068
 CT1068.Superseded values are not recommended for survey control.
 CT1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1068.See file dsdata.txt to determine how the superseded data were derived.
 CT1068
 CT1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA8493355061(NAD 83)
 CT1068_MARKER: 51 = TANK
 CT1068
 CT1068  HISTORY     - Date     Condition        Report By
 CT1068  HISTORY     - 1935     FIRST OBSERVED   CGS
 CT1068
 CT1068                          STATION DESCRIPTION
 CT1068
 CT1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1068'POINT OBSERVED UPON IS THE CENTER OF THE TOP OF TANK USED FOR
 CT1068'IRRIGATION PURPOSES BY JOHN BROWN.  LOCATED IN THE N PART OF
 CT1068'TOWN, IS BLACK AND APPROXIMATELY 30 FEET HIGH.
 CT1068'
 CT1068'OBSERVED UPON FROM STATIONS, CROSS PLAINS, CADDO, RANGER AND
 CT1068'ATWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1067 ***********************************************************************
 CT1067  DESIGNATION -  CROSS PLAINS MUNICIPAL TANK
 CT1067  PID         -  CT1067
 CT1067  STATE/COUNTY-  TX/CALLAHAN
 CT1067  USGS QUAD   -  CROSS PLAINS NORTH (1968)
 CT1067
 CT1067                         *CURRENT SURVEY CONTROL
 CT1067  ___________________________________________________________________
 CT1067* NAD 83(1993)-  32 07 34.58511(N)    099 09 58.18542(W)     ADJUSTED  
 CT1067* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 CT1067  ___________________________________________________________________
 CT1067  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CT1067  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CT1067
 CT1067  HORZ ORDER  -  THIRD
 CT1067
 CT1067.The horizontal coordinates were established by classical geodetic methods
 CT1067.and adjusted by the National Geodetic Survey in July 1998..
 CT1067
 CT1067.The orthometric height was scaled from a topographic map.
 CT1067
 CT1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1067
 CT1067.The geoid height was determined by GEOID03.
 CT1067
 CT1067;                    North         East     Units Scale Factor Converg.
 CT1067;SPC TXNC     - 2,051,166.733   537,138.922   MT  1.00000196   -0 21 48.0
 CT1067;SPC TXNC     - 6,729,536.19  1,762,263.28   sFT  1.00000196   -0 21 48.0
 CT1067;SPC TX C     - 3,273,257.993   810,144.371   MT  1.00007430   +0 36 04.2
 CT1067;SPC TX C     -10,739,013.93  2,657,948.66   sFT  1.00007430   +0 36 04.2
 CT1067;UTM  14      - 3,554,444.399   484,326.591   MT  0.99960303   -0 05 18.1
 CT1067
 CT1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1067!SPC TXNC     -   0.99992149  x   1.00000196  =   0.99992345
 CT1067!SPC TX C     -   0.99992149  x   1.00007430  =   0.99999578
 CT1067!UTM  14      -   0.99992149  x   0.99960303  =   0.99952455
 CT1067
 CT1067                          SUPERSEDED SURVEY CONTROL
 CT1067
 CT1067  NAD 83(1993)-  32 07 34.58511(N)    099 09 58.18542(W) AD(       ) 4
 CT1067  NAD 83(1986)-  32 07 34.59304(N)    099 09 58.17420(W) AD(       ) 4
 CT1067  NAD 27      -  32 07 34.09000(N)    099 09 56.94000(W) AD(       ) 3
 CT1067
 CT1067.Superseded values are not recommended for survey control.
 CT1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1067.See file dsdata.txt to determine how the superseded data were derived.
 CT1067
 CT1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA8432754444(NAD 83)
 CT1067_MARKER: 53 = ELEVATED TANK
 CT1067
 CT1067  HISTORY     - Date     Condition        Report By
 CT1067  HISTORY     - 1935     FIRST OBSERVED   CGS
 CT1067  HISTORY     - 1949     GOOD             CGS
 CT1067  HISTORY     - 1966     GOOD             USGS
 CT1067
 CT1067                          STATION DESCRIPTION
 CT1067
 CT1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1067'POINT OBSERVED UPON IS FINIAL MUNICIPAL WATER TANK APPROXIMATELY
 CT1067'125 FEET HIGH LOCATED IN THE CENTER OF TOWN.
 CT1067'
 CT1067'OBSERVED UPON FROM RANGER, CROSS PLAINS, BURKETT, CADDO AND
 CT1067'ATWELL.
 CT1067
 CT1067                          STATION RECOVERY (1949)
 CT1067
 CT1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HWH)
 CT1067'THIS TANK IS LOCATED ONE BLOCK NORTH ALONG MAIN STREET FROM
 CT1067'INTERSECTION OF MAIN STREET AND S. H. 206 AND 36 AND ONE-HALF
 CT1067'BLOCK WEST IN CROSS PLAINS.
 CT1067
 CT1067                          STATION RECOVERY (1966)
 CT1067
 CT1067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CT1067'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32099-2, STATION 1030.
 CT1067'RECOVERED BY USGS IN 1966.
 CT1067'POINT OBSERVED UPON IS FINIAL MUNICIPAL WATER TANK APPROXIMATELY 125
 CT1067'FT. HIGH LOCATED IN THE CENTER OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1354 ***********************************************************************
 GL1354  DESIGNATION -  CROSS RESET
 GL1354  PID         -  GL1354
 GL1354  STATE/COUNTY-  TX/SHERMAN
 GL1354  USGS QUAD   -  LAUTZ (1965)
 GL1354
 GL1354                         *CURRENT SURVEY CONTROL
 GL1354  ___________________________________________________________________
 GL1354* NAD 83(1993)-  36 08 30.76909(N)    102 01 24.54005(W)     ADJUSTED  
 GL1354* NAVD 88     -      1100.     (meters)    3609.     (feet)  SCALED    
 GL1354  ___________________________________________________________________
 GL1354  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 GL1354  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 GL1354
 GL1354  HORZ ORDER  -  SECOND
 GL1354
 GL1354.The horizontal coordinates were established by classical geodetic methods
 GL1354.and adjusted by the National Geodetic Survey in February 1996..
 GL1354
 GL1354.The orthometric height was scaled from a topographic map.
 GL1354
 GL1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1354
 GL1354.The geoid height was determined by GEOID03.
 GL1354
 GL1354;                    North         East     Units Scale Factor Converg.
 GL1354;SPC TX N     - 1,237,745.912   152,886.163   MT  0.99999059   -0 18 12.2
 GL1354;SPC TX N     - 4,060,838.05    501,594.02   sFT  0.99999059   -0 18 12.2
 GL1354;UTM  13      - 4,003,790.342   767,821.989   MT  1.00048390   +1 45 23.6
 GL1354;UTM  14      - 4,003,921.003   227,950.833   MT  1.00051202   -1 47 03.5
 GL1354
 GL1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1354!SPC TX N     -   0.99983151  x   0.99999059  =   0.99982210
 GL1354!UTM  13      -   0.99983151  x   1.00048390  =   1.00031533
 GL1354!UTM  14      -   0.99983151  x   1.00051202  =   1.00034344
 GL1354
 GL1354|---------------------------------------------------------------------|
 GL1354| PID    Reference Object                     Distance      Geod. Az  |
 GL1354|                                                           dddmmss.s |
 GL1354| CM7891 CROSS RM 1                           14.481 METERS 01340     |
 GL1354| CM7892 CROSS RM 2                           10.938 METERS 13852     |
 GL1354| CM7893 CROSS RM 3                           15.622 METERS 15611     |
 GL1354| GK0912 CACTUS PHILLIPS CHEM CO SE TK       APPROX.13.2 KM 1603802.9 |
 GL1354| GK0918 CACTUS PHILLIPS CHEM CO NE TK       APPROX.11.9 KM 1661707.6 |
 GL1354| GK0917 CACTUS PHILLIPS CHEM CO SE STK      APPROX.11.6 KM 1671731.5 |
 GL1354| GK0914 CACTUS PHILLIPS CHEM CO NW STK      APPROX.11.6 KM 1672155.9 |
 GL1354| GK0913 CACTUS PHILLIPS CHEM CO NW TK       APPROX.11.8 KM 1674107.9 |
 GL1354| GK0910 ETTER GRAIN CO INC GRAIN ELEV       APPROX.13.4 KM 1701236.0 |
 GL1354| GL1342 STRATFORD GRAIN CO SW ELEVATOR      APPROX.21.7 KM 3483630.3 |
 GL1354| GL0223 B 372                               APPROX. 1.8 KM 3513618.1 |
 GL1354|---------------------------------------------------------------------|
 GL1354
 GL1354                          SUPERSEDED SURVEY CONTROL
 GL1354
 GL1354  NAD 83(1993)-  36 08 30.76857(N)    102 01 24.54027(W) AD(       ) 2
 GL1354  NAD 83(1986)-  36 08 30.77868(N)    102 01 24.52968(W) AD(       ) 2
 GL1354  NAD 27      -  36 08 30.65800(N)    102 01 22.89500(W) AD(       ) 2
 GL1354
 GL1354.Superseded values are not recommended for survey control.
 GL1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1354.See file dsdata.txt to determine how the superseded data were derived.
 GL1354
 GL1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6782203790(NAD 83)
 GL1354_MARKER: DS = TRIANGULATION STATION DISK
 GL1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1354_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1354
 GL1354  HISTORY     - Date     Condition        Report By
 GL1354  HISTORY     - 1953     MONUMENTED       CGS
 GL1354  HISTORY     - 1965     GOOD             USGS
 GL1354  HISTORY     - 1966     SEE DESCRIPTION  CGS
 GL1354
 GL1354                          STATION DESCRIPTION
 GL1354
 GL1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1354'STATION IS LOCATED, AIRLINE, ABOUT 13.4 MILES SOUTH SOUTHEAST
 GL1354'OF STRATFORD, 8.3 MILES NORTH NORTHWEST OF ETTER, AND ON A SMALL
 GL1354'RISE OF LAND BETWEEN THE SANTA FE RAILROAD AND U.S. HIGHWAY
 GL1354'287.  IT IS ON THE ROAD AND RAILROAD RIGHT-OF-WAY.
 GL1354'
 GL1354'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 GL1354'HIGHWAYS 54 AND 287 AT THE WEST EDGE OF STRATFORD, GO SOUTH
 GL1354'ON U.S. HIGHWAY 287 FOR 13.5 MILES TO THE STATION ON THE RIGHT.
 GL1354'
 GL1354'STATION MARK, STAMPED CROSS 1953, IS A STANDARD DISK SET IN THE
 GL1354'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 GL1354'4 INCHES.  IT IS 73.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 GL1354'27.7 FEET EAST OF THE EAST RAILROAD TRACK AND 0.1 MILE SOUTH OF
 GL1354'RAILROAD MILE POST 72.
 GL1354'
 GL1354'REFERENCE MARK NUMBER 1, STAMPED CROSS NO 1 1953, IS A STANDARD
 GL1354'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER,
 GL1354'PROJECTING 4 INCHES AND 6 INCHES LOWER THAN THE STATION.  IT IS
 GL1354'54.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 47.0 FEET
 GL1354'EAST OF THE EAST RAILROAD TRACK.
 GL1354'
 GL1354'REFERENCE MARK NUMBER 2, STAMPED CROSS NO 2 1953, IS A STANDARD
 GL1354'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GL1354'DIAMETER, PROJECTING 4 INCHES AND 6 INCHES LOWER THAN THE
 GL1354'STATION.  IT IS 53.4 FEET WEST OF THE CENTERLINE OF THE
 GL1354'HIGHWAY AND 47.5 FEET EAST OF THE EAST RAILROAD TRACK.
 GL1354'
 GL1354'BM B 372, USED FOR THE AZIMUTH MARK, STAMPED B 372 1943, IS
 GL1354'A STANDARD USC AND GS BENCH MARK DISK SET IN THE TOP OF A
 GL1354'6 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  TO
 GL1354'REACH FROM THE STATION, GO NORTH FOR 1.1 MILE TO THE BENCH MARK
 GL1354'ON THE LEFT.  IT IS 52.0 FEET WEST OF THE CENTERLINE OF THE
 GL1354'HIGHWAY, 47.5 FEET EAST OF THE EAST RAILROAD TRACK AND
 GL1354'RAILROAD MILE POST 73.
 GL1354'
 GL1354'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 GL1354
 GL1354                          STATION RECOVERY (1965)
 GL1354
 GL1354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL1354'STATION MARK PROBABLY DESTROYED AS LOICATION DESCRIBED, HAS
 GL1354'BEEN GRADED OVER.
 GL1354
 GL1354                          STATION RECOVERY (1966)
 GL1354
 GL1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 GL1354'THE SURFACE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND
 GL1354'TO BE DESTROYED.  THE UNDER GROUND STATION MARK, REFERENCE
 GL1354'MARK NO. 1 AND (AZIMUTH MARK) BENCH MARK B 372 1943 WERE
 GL1354'RECOVERED IN GOOD CONDITION.  THE STATION SUB-MARK WAS HELD
 GL1354'INTACT AND A SURFACE STATION MARK WAS SET OVER THE MARK.  ONE
 GL1354'NEW REFERENCE MARK WAS SET.  A COMPLETE DESCRIPTION IS AS
 GL1354'FOLLOWS--THE STATION IS ABOUT 13.4 MILES SOUTH OF STRATFORD,
 GL1354'8.3 MILES NORTH OF ETTER, ON A SMALL RISE OF LAND BETWEEN THE
 GL1354'SANTA FE RAILWAY AND U.S. HIGHWAY 287.
 GL1354'
 GL1354'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54
 GL1354'AND 287 IN STRATFORD, GO SOUTH ON U.S. HIGHWAY 287 FOR 12.25
 GL1354'MILES TO BENCH MARK B 372 ON THE RIGHT.  CONTINUE SOUTH ON THE
 GL1354'HIGHWAY 1.1 MILES TO STATION ON THE RIGHT.
 GL1354'
 GL1354'STATION MARK, A STANDARD DISK, STAMPED CROSS 1953 1966, IS SET IN
 GL1354'A ROUND CONCRETE POST WHICH IS ABOUT 10 INCHES IN DIAMETER
 GL1354'AND FLUSH WITH SURFACE OF GROUND.  IT IS 72 FEET WEST OF THE
 GL1354'CENTER LINE OF HIGHWAY, 25.5 FEET EAST OF THE EAST RAIL OF
 GL1354'RAILROAD TRACKS, AND 81 FEET NORTHEAST OF THE FIFTH TELEGRAPH
 GL1354'POLE SOUTH OF MILE POST 72.  THE SUB-MARK IS ABOUT 2 FEET
 GL1354'BELOW THE SURFACE OF GROUND.
 GL1354'
 GL1354'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CROSS NO 1
 GL1354'1953, IS SET IN A ROUND CONCRETE POST ABOUT 10 INCHES IN
 GL1354'DIAMETER AND IS FLUSH WITH SURFACE OF GROUND.  IT IS 55 FEET
 GL1354'WEST OF THE CENTER LINE OF HIGHWAY, AND 43.5 FEET EAST OF THE
 GL1354'EAST RAIL OF THE RAILROAD TRACKS.
 GL1354'
 GL1354'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED CROSS 1953
 GL1354'NO 3 1966, IS SET IN A ROUND CONCRETE POST WHICH IS ABOUT 10
 GL1354'INCHES IN DIAMETER AND FLUSH WITH SURFACE OF GROUND.  IT IS
 GL1354'59 FEET WEST OF THE CENTER LINE OF HIGHWAY, AND 39 FEET EAST
 GL1354'OF THE EAST RAIL OF RAILROAD TRACKS.
 GL1354'
 GL1354'AZIMUTH MARK, A STANDARD COAST AND GEODETIC SURVEY BENCH MARK,
 GL1354'STAMPED B 372 1943, IS SET IN A 6 IN X 6 IN CONCRETE POST
 GL1354'WHICH IS ABOUT 5 INCHES BELOW THE SURFACE OF GROUND.  IT IS 52.5
 GL1354'FEET WEST OF THE CENTER LINE OF HIGHWAY, 92 FEET EAST OF THE
 GL1354'PAINTED TELEGRAPH POLE, 48 FEET SOUTHEAST OF MILE POST 73,
 GL1354'AND 6 INCHES EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0613 ***********************************************************************
 CR0613  DESIGNATION -  CROSS RM 1
 CR0613  PID         -  CR0613
 CR0613  STATE/COUNTY-  TX/HENDERSON
 CR0613  USGS QUAD   -  CROSS ROADS (1984)
 CR0613
 CR0613                         *CURRENT SURVEY CONTROL
 CR0613  ___________________________________________________________________
 CR0613* NAD 83(1986)-  32 03 06.     (N)    095 58 28.     (W)     SCALED    
 CR0613* NAVD 88     -       129.485  (meters)     424.82   (feet)  ADJUSTED  
 CR0613  ___________________________________________________________________
 CR0613  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CR0613  DYNAMIC HT  -         129.334 (meters)     424.32  (feet)  COMP
 CR0613  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 CR0613
 CR0613  VERT ORDER  -  SECOND    CLASS 0
 CR0613
 CR0613.The horizontal coordinates were scaled from a topographic map and have
 CR0613.an estimated accuracy of +/- 6 seconds.
 CR0613
 CR0613.The orthometric height was determined by differential leveling
 CR0613.and adjusted by the National Geodetic Survey in June 1991..
 CR0613
 CR0613.The geoid height was determined by GEOID03.
 CR0613
 CR0613.The dynamic height is computed by dividing the NAVD 88
 CR0613.geopotential number by the normal gravity value computed on the
 CR0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0613.degrees latitude (g = 980.6199 gals.).
 CR0613
 CR0613.The modeled gravity was interpolated from observed gravity values.
 CR0613
 CR0613;                    North         East    Units  Estimated Accuracy
 CR0613;SPC TXNC     - 2,045,560.      838,500.      MT  (+/- 180 meters Scaled)
 CR0613
 CR0613                          SUPERSEDED SURVEY CONTROL
 CR0613
 CR0613  NGVD 29 (??/??/92)  129.487  (m)          424.83   (f) ADJ UNCH    2 0
 CR0613
 CR0613.Superseded values are not recommended for survey control.
 CR0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0613.See file dsdata.txt to determine how the superseded data were derived.
 CR0613
 CR0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR191500(NAD 83)
 CR0613_MARKER: DR = REFERENCE MARK DISK
 CR0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0613_STAMPING: CROSS NO 1 1946
 CR0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0613+STABILITY: SURFACE MOTION
 CR0613
 CR0613  HISTORY     - Date     Condition        Report By
 CR0613  HISTORY     - 1946     MONUMENTED       CGS
 CR0613  HISTORY     - 1947     GOOD             NGS
 CR0613  HISTORY     - 1978     POOR             USGS
 CR0613
 CR0613                          STATION DESCRIPTION
 CR0613
 CR0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CR0613'0.7 MI W FROM CROSS ROADS.
 CR0613'0.2 MILE NORTH ALONG FARM HIGHWAY 90 FROM THE SCHOOL AT CROSS ROADS,
 CR0613'THENCE 0.3 MILE WEST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH ACROSS A
 CR0613'FIELD TO THE TOP OF A HILL AND THE SITE OF THE MARK, ABOUT 0.3 MILE
 CR0613'WEST OF CROSS ROADS SCHOOL, ABOUT 0.2 MILE SOUTH OF AN EAST AND WEST
 CR0613'DIRT ROAD, 109 FEET NORTHEAST OF TRIANGULATION STATION CROSS.  A
 CR0613'BRONZE REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST.
 CR0613
 CR0613                          STATION RECOVERY (1978)
 CR0613
 CR0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0613'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0433 ***********************************************************************
 CA0433  DESIGNATION -  CROSSCUT 2
 CA0433  PID         -  CA0433
 CA0433  STATE/COUNTY-  TX/BROWN
 CA0433  USGS QUAD   -  BURKETT (1977)
 CA0433
 CA0433                         *CURRENT SURVEY CONTROL
 CA0433  ___________________________________________________________________
 CA0433* NAD 83(1993)-  31 59 25.14054(N)    099 07 54.73835(W)     ADJUSTED  
 CA0433* NAVD 88     -       474.91   (+/-2cm)    1558.1    (feet)  VERTCON   
 CA0433  ___________________________________________________________________
 CA0433  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 CA0433  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CA0433
 CA0433  HORZ ORDER  -  THIRD
 CA0433  VERT ORDER  -  THIRD (See Below)
 CA0433
 CA0433.The horizontal coordinates were established by classical geodetic methods
 CA0433.and adjusted by the National Geodetic Survey in February 1996..
 CA0433.No horizontal observational check was made to the station.
 CA0433
 CA0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0433.The vertical order pertains to the NGVD 29 superseded value.
 CA0433
 CA0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0433
 CA0433.The geoid height was determined by GEOID03.
 CA0433
 CA0433;                    North         East     Units Scale Factor Converg.
 CA0433;SPC TX C     - 3,258,216.584   813,543.063   MT  1.00003049   +0 37 07.8
 CA0433;SPC TX C     -10,689,665.58  2,669,099.20   sFT  1.00003049   +0 37 07.8
 CA0433;SPC TXNC     - 2,036,070.729   540,283.989   MT  1.00004268   -0 20 40.6
 CA0433;SPC TXNC     - 6,680,008.72  1,772,581.72   sFT  1.00004268   -0 20 40.6
 CA0433;UTM  14      - 3,539,369.981   487,542.693   MT  0.99960191   -0 04 11.5
 CA0433
 CA0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0433!SPC TX C     -   0.99992962  x   1.00003049  =   0.99996011
 CA0433!SPC TXNC     -   0.99992962  x   1.00004268  =   0.99997230
 CA0433!UTM  14      -   0.99992962  x   0.99960191  =   0.99953156
 CA0433
 CA0433|---------------------------------------------------------------------|
 CA0433| PID    Reference Object                     Distance      Geod. Az  |
 CA0433|                                                           dddmmss.s |
 CA0433| CA0432 CROSSCUT                             30.929 METERS 08442     |
 CA0433| CA0435 CROSSCUT 2 RM 3                      18.783 METERS 17957     |
 CA0433| CA0434 CROSSCUT 2 RM 4                      14.874 METERS 35943     |
 CA0433|---------------------------------------------------------------------|
 CA0433
 CA0433                          SUPERSEDED SURVEY CONTROL
 CA0433
 CA0433  NAD 83(1986)-  31 59 25.14963(N)    099 07 54.72591(W) AD(       ) 3
 CA0433  NAD 27      -  31 59 24.62900(N)    099 07 53.50700(W) AD(       ) 3
 CA0433  NGVD 29 (01/29/03)  474.80   (m)         1557.7    (f) RESET       3  
 CA0433
 CA0433.Superseded values are not recommended for survey control.
 CA0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0433.See file dsdata.txt to determine how the superseded data were derived.
 CA0433
 CA0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA8754339370(NAD 83)
 CA0433_MARKER: DS = TRIANGULATION STATION DISK
 CA0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0433_STAMPING: CROSSCUT 2 1967
 CA0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0433+STABILITY: SURFACE MOTION
 CA0433
 CA0433  HISTORY     - Date     Condition        Report By
 CA0433  HISTORY     - 1967     MONUMENTED       CGS
 CA0433  HISTORY     - 1967     GOOD             CGS
 CA0433
 CA0433                          STATION DESCRIPTION
 CA0433
 CA0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EBB)
 CA0433'THE STATION IS ABOUT 23 MILES NORTH OF BROWNWOOD, 3 MILES
 CA0433'SOUTH OF THE VILLAGE OF CROSSCUT, 1 MILE NORTH OF THE BRIDGE
 CA0433'OVER PECAN BAYOU, ALONG THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 CA0433'279, AND ON LAND OWNED BY MRS. C.H. EDINGTON.
 CA0433'
 CA0433'TO REACH THE STATION FROM THE CIRCLE IN BROWNWOOD, GO NORTHWEST
 CA0433'ON U.S. HIGHWAYS 67 AND 84 FOR 0.7 MILE TO STATE HIGHWAY 279,
 CA0433'THENCE NORTH ON STATE HIGHWAY 279, GO 14.5 MILES TO THE JUNCTION
 CA0433'OF F.M. HIGHWAY 15.  CONTINUE NORTH ON U.S. HIGHWAY 279 FOR
 CA0433'8.2 MILES TO STATION ON THE LEFT.  TO REACH AZIMUTH MARK CONTINUE
 CA0433'NORTH ON THE HIGHWAY 1.0 MILE TO MARK ON THE LEFT.
 CA0433'
 CA0433'STATION MARKS ARE STANDARD DISKS, STAMPED CROSSCUT 2 1967.
 CA0433'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CA0433'PROJECTS 6 INCHES.  IT IS 69 FEET WEST OF THE CENTER LINE OF
 CA0433'HIGHWAY, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  2 FEET NORTH
 CA0433'OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION
 CA0433'347 + 89.  THE UNDER GROUND DISK IS SET IN AN IRREGULAR
 CA0433'MASS OF CONCRETE 46 INCHES BELOW THE SURFACE OF GROUND.
 CA0433'
 CA0433'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED CROSSCUT 2
 CA0433'NO 3 1967, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CA0433'PROJECTS 6 INCHES.  IT IS 71 FEET WEST OF THE CENTER LINE
 CA0433'OF HIGHWAY, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND AT
 CA0433'TEXAS HIGHWAY DEPARTMENT STATION 348 + 51.
 CA0433'
 CA0433'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED CROSSCUT 2
 CA0433'NO 4 1967, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CA0433'PROJECTS 6 INCHES.  IT IS 70 FEET WEST OF THE CENTER LINE OF
 CA0433'HIGHWAY, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND AT TEXAS
 CA0433'HIGHWAY DEPARTMENT STATION 347 + 40.
 CA0433'
 CA0433'AZIMUTH MARK, A STANDARD DISK, STAMPED CROSSCUT 1944, IS SET
 CA0433'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6 INCHES.
 CA0433'IT IS 70 FEET WEST OF THE CENTER LINE OF HIGHWAY, 6 INCHES EAST
 CA0433'OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A METAL WITNESS
 CA0433'POST, AND AT TEXAS HIGHWAY STATION 295 + 07.
 CA0433'
 CA0433'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CA0433
 CA0433                          STATION RECOVERY (1967)
 CA0433
 CA0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 CA0433'3 MI S FROM CROSSCUT.
 CA0433'ABOUT 3.1 MILES SOUTH ALONG U. S. HIGHWAY 279 FROM THE STORE AND GAS
 CA0433'STATION IN CROSSCUT TO SITE OF MARK.  OR 1.1 MILES NORTH OF THE BRIDGE
 CA0433'OVER PECAN BAYOU, 69 FEET WEST OF THE CENTER LINE OF HIGHWAY, 1 FOOT
 CA0433'WEST OF THE RIGHT-OF-WAY FENCE, 2 FEET NORTH OF A METAL WITNESS POST,
 CA0433'AND AT TEXAS HIGHWAY DEPARTMENT STATION 347 + 89.  A TRIANGULATION
 CA0433'STATION DISK, SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 6
 CA0433'INCHES ABOVE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0435 ***********************************************************************
 CA0435  DESIGNATION -  CROSSCUT 2 RM 3
 CA0435  PID         -  CA0435
 CA0435  STATE/COUNTY-  TX/BROWN
 CA0435  USGS QUAD   -  BURKETT (1977)
 CA0435
 CA0435                         *CURRENT SURVEY CONTROL
 CA0435  ___________________________________________________________________
 CA0435* NAD 83(1986)-  31 59 25.     (N)    099 07 54.     (W)     SCALED    
 CA0435* NAVD 88     -       474.76   (+/-2cm)    1557.6    (feet)  VERTCON   
 CA0435  ___________________________________________________________________
 CA0435  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CA0435
 CA0435  VERT ORDER  -  THIRD (See Below)
 CA0435
 CA0435.The horizontal coordinates were scaled from a topographic map and have
 CA0435.an estimated accuracy of +/- 6 seconds.
 CA0435
 CA0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0435.The vertical order pertains to the NGVD 29 superseded value.
 CA0435
 CA0435.The geoid height was determined by GEOID03.
 CA0435
 CA0435;                    North         East    Units  Estimated Accuracy
 CA0435;SPC TX C     - 3,258,210.      813,560.      MT  (+/- 180 meters Scaled)
 CA0435
 CA0435                          SUPERSEDED SURVEY CONTROL
 CA0435
 CA0435  NGVD 29 (01/29/03)  474.65   (m)         1557.2    (f) RESET       3  
 CA0435
 CA0435.Superseded values are not recommended for survey control.
 CA0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0435.See file dsdata.txt to determine how the superseded data were derived.
 CA0435
 CA0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA875393(NAD 83)
 CA0435_MARKER: DR = REFERENCE MARK DISK
 CA0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0435_STAMPING: CROSSCUT 2 NO 3 1967
 CA0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0435+STABILITY: SURFACE MOTION
 CA0435
 CA0435  HISTORY     - Date     Condition        Report By
 CA0435  HISTORY     - 1967     MONUMENTED       CGS
 CA0435
 CA0435                          STATION DESCRIPTION
 CA0435
 CA0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CA0435'3.1 MI S FROM CROSSCUT.
 CA0435'ABOUT 3.1 MILES SOUTH ALONG U. S. HIGHWAY 279 FROM THE STORE AND GAS
 CA0435'STATION IN CROSSCUT TO SITE OF MARK.  OR 1.1 MILES NORTH OF THE BRIDGE
 CA0435'OVER PECAN BAYOU, 71 FEET WEST OF THE CENTER LINE OF HIGHWAY, 1 FOOT
 CA0435'WEST OF THE RIGHT-OF-WAY FENCE, 61.63 FEET SOUTH OF TRIANGULATION
 CA0435'STATION CROSSCUT 2, AND AT TEXAS HIGHWAY DEPARTMENT STATION 348 + 51.
 CA0435'A REFERENCE MARK DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH
 CA0435'PROJECTS 6 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0434 ***********************************************************************
 CA0434  DESIGNATION -  CROSSCUT 2 RM 4
 CA0434  PID         -  CA0434
 CA0434  STATE/COUNTY-  TX/BROWN
 CA0434  USGS QUAD   -  BURKETT (1977)
 CA0434
 CA0434                         *CURRENT SURVEY CONTROL
 CA0434  ___________________________________________________________________
 CA0434* NAD 83(1986)-  31 59 25.     (N)    099 07 54.     (W)     SCALED    
 CA0434* NAVD 88     -       474.76   (+/-2cm)    1557.6    (feet)  VERTCON   
 CA0434  ___________________________________________________________________
 CA0434  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CA0434
 CA0434  VERT ORDER  -  THIRD (See Below)
 CA0434
 CA0434.The horizontal coordinates were scaled from a topographic map and have
 CA0434.an estimated accuracy of +/- 6 seconds.
 CA0434
 CA0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0434.The vertical order pertains to the NGVD 29 superseded value.
 CA0434
 CA0434.The geoid height was determined by GEOID03.
 CA0434
 CA0434;                    North         East    Units  Estimated Accuracy
 CA0434;SPC TX C     - 3,258,210.      813,560.      MT  (+/- 180 meters Scaled)
 CA0434
 CA0434                          SUPERSEDED SURVEY CONTROL
 CA0434
 CA0434  NGVD 29 (01/29/03)  474.65   (m)         1557.2    (f) RESET       3  
 CA0434
 CA0434.Superseded values are not recommended for survey control.
 CA0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0434.See file dsdata.txt to determine how the superseded data were derived.
 CA0434
 CA0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA875393(NAD 83)
 CA0434_MARKER: DR = REFERENCE MARK DISK
 CA0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0434_STAMPING: CROSSCUT 2 NO 4 1967
 CA0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0434+STABILITY: SURFACE MOTION
 CA0434
 CA0434  HISTORY     - Date     Condition        Report By
 CA0434  HISTORY     - 1967     MONUMENTED       CGS
 CA0434
 CA0434                          STATION DESCRIPTION
 CA0434
 CA0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CA0434'3.1 MI S FROM CROSSCUT.
 CA0434'ABOUT 3.1 MILES SOUTH ALONG U. S. HIGHWAY 279 FROM THE STORE AND GAS
 CA0434'STATION IN CROSSCUT TO SITE OF MARK.  OR 1.1 MILES NORTH OF THE BRIDGE
 CA0434'OVER PECAN BAYOU, 70 FEET WEST OF THE CENTER LINE OF HIGHWAY, 1 FOOT
 CA0434'WEST OF THE RIGHT-OF-WAY FENCE, 48.80 FEET NORTH OF TRIANGULATION
 CA0434'STATION CROSSCUT 2, AND AT TEXAS HIGHWAY DEPARTMENT STATION 347 + 40.
 CA0434'A TRIANGULATION REFERENCE MARK DISK SET IN A 12 X 12 IN. CONCRETE POST
 CA0434'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0436 ***********************************************************************
 CA0436  DESIGNATION -  CROSSCUT RM 1
 CA0436  PID         -  CA0436
 CA0436  STATE/COUNTY-  TX/BROWN
 CA0436  USGS QUAD   -  BURKETT (1977)
 CA0436
 CA0436                         *CURRENT SURVEY CONTROL
 CA0436  ___________________________________________________________________
 CA0436* NAD 83(1986)-  31 59 25.     (N)    099 07 53.     (W)     SCALED    
 CA0436* NAVD 88     -       474.712  (meters)    1557.45   (feet)  ADJUSTED  
 CA0436  ___________________________________________________________________
 CA0436  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CA0436  DYNAMIC HT  -         474.095 (meters)    1555.43  (feet)  COMP
 CA0436  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 CA0436
 CA0436  VERT ORDER  -  SECOND    CLASS 0
 CA0436
 CA0436.The horizontal coordinates were scaled from a topographic map and have
 CA0436.an estimated accuracy of +/- 6 seconds.
 CA0436
 CA0436.The orthometric height was determined by differential leveling
 CA0436.and adjusted by the National Geodetic Survey in June 1991..
 CA0436
 CA0436.The geoid height was determined by GEOID03.
 CA0436
 CA0436.The dynamic height is computed by dividing the NAVD 88
 CA0436.geopotential number by the normal gravity value computed on the
 CA0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0436.degrees latitude (g = 980.6199 gals.).
 CA0436
 CA0436.The modeled gravity was interpolated from observed gravity values.
 CA0436
 CA0436;                    North         East    Units  Estimated Accuracy
 CA0436;SPC TX C     - 3,258,210.      813,590.      MT  (+/- 180 meters Scaled)
 CA0436
 CA0436                          SUPERSEDED SURVEY CONTROL
 CA0436
 CA0436  NGVD 29 (??/??/92)  474.595  (m)         1557.07   (f) ADJ UNCH    2 0
 CA0436
 CA0436.Superseded values are not recommended for survey control.
 CA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0436.See file dsdata.txt to determine how the superseded data were derived.
 CA0436
 CA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA875393(NAD 83)
 CA0436_MARKER: DR = REFERENCE MARK DISK
 CA0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0436_STAMPING: CROSSCUT NO. 1 1944
 CA0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0436+STABILITY: SURFACE MOTION
 CA0436
 CA0436  HISTORY     - Date     Condition        Report By
 CA0436  HISTORY     - 1944     MONUMENTED       CGS
 CA0436
 CA0436                          STATION DESCRIPTION
 CA0436
 CA0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0436'9.2 MI E FROM BURKETT.
 CA0436'(3.1 MILES SOUTH OF CROSS CUT, TEXAS) 0.8 MILE NORTH ALONG STATE
 CA0436'HIGHWAY 206 FROM THE POST OFFICE AT BURKETT, THENCE 6.1 MILES
 CA0436'NORTHEAST ALONG A DIRT ROAD, THENCE 2.3 MILES SOUTH ALONG A DIRT
 CA0436'HIGHWAY, 129.8 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE
 CA0436'STATION, 52 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 CA0436'EAST OF A FENCE LINE.  A REFERENCE-MARK DISK, SET IN THE TOP OF A
 CA0436'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0431 ***********************************************************************
 CA0431  DESIGNATION -  CROSSCUT RM 2
 CA0431  PID         -  CA0431
 CA0431  STATE/COUNTY-  TX/BROWN
 CA0431  USGS QUAD   -  BURKETT (1977)
 CA0431
 CA0431                         *CURRENT SURVEY CONTROL
 CA0431  ___________________________________________________________________
 CA0431* NAD 83(1986)-  31 59 25.     (N)    099 07 53.     (W)     SCALED    
 CA0431* NAVD 88     -       474.660  (meters)    1557.28   (feet)  ADJUSTED  
 CA0431  ___________________________________________________________________
 CA0431  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CA0431  DYNAMIC HT  -         474.043 (meters)    1555.26  (feet)  COMP
 CA0431  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 CA0431
 CA0431  VERT ORDER  -  SECOND    CLASS 0
 CA0431
 CA0431.The horizontal coordinates were scaled from a topographic map and have
 CA0431.an estimated accuracy of +/- 6 seconds.
 CA0431
 CA0431.The orthometric height was determined by differential leveling
 CA0431.and adjusted by the National Geodetic Survey in June 1991..
 CA0431
 CA0431.The geoid height was determined by GEOID03.
 CA0431
 CA0431.The dynamic height is computed by dividing the NAVD 88
 CA0431.geopotential number by the normal gravity value computed on the
 CA0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0431.degrees latitude (g = 980.6199 gals.).
 CA0431
 CA0431.The modeled gravity was interpolated from observed gravity values.
 CA0431
 CA0431;                    North         East    Units  Estimated Accuracy
 CA0431;SPC TX C     - 3,258,210.      813,590.      MT  (+/- 180 meters Scaled)
 CA0431
 CA0431                          SUPERSEDED SURVEY CONTROL
 CA0431
 CA0431  NGVD 29 (??/??/92)  474.543  (m)         1556.90   (f) ADJ UNCH    2 0
 CA0431
 CA0431.Superseded values are not recommended for survey control.
 CA0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0431.See file dsdata.txt to determine how the superseded data were derived.
 CA0431
 CA0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA875393(NAD 83)
 CA0431_MARKER: DR = REFERENCE MARK DISK
 CA0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0431_STAMPING: CROSSCUT NO. 2 1944
 CA0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0431+STABILITY: SURFACE MOTION
 CA0431
 CA0431  HISTORY     - Date     Condition        Report By
 CA0431  HISTORY     - 1944     MONUMENTED       CGS
 CA0431
 CA0431                          STATION DESCRIPTION
 CA0431
 CA0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0431'9.2 MI E FROM BURKETT.
 CA0431'(3.1 MILES SOUTH OF CROSS CUT, TEXAS) 0.8 MILE NORTH ALONG STATE
 CA0431'HIGHWAY 206 FROM THE POST OFFICE AT BURKETT, THENCE 6.1 MILES
 CA0431'NORTHEAST ALONG A DIRT ROAD, THENCE 2.3 MILES SOUTH ALONG A DIRT
 CA0431'HIGHWAY, 139.2 FEET NORTHWEST OF THE STATION, 52 FEET WEST OF THE
 CA0431'CENTER LINE OF THE HIGHWAY, AND 1 FOOT EAST OF A FENCE LINE.  A
 CA0431'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0274 ***********************************************************************
 BY0274  DESIGNATION -  CROUCH 2
 BY0274  PID         -  BY0274
 BY0274  STATE/COUNTY-  TX/NACOGDOCHES
 BY0274  USGS QUAD   -  MELROSE (1984)
 BY0274
 BY0274                         *CURRENT SURVEY CONTROL
 BY0274  ___________________________________________________________________
 BY0274* NAD 83(1993)-  31 31 47.94885(N)    094 22 49.18966(W)     ADJUSTED  
 BY0274* NAVD 88     -       123.55   (+/-2cm)     405.3    (feet)  VERTCON   
 BY0274  ___________________________________________________________________
 BY0274  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BY0274  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY0274
 BY0274  HORZ ORDER  -  THIRD
 BY0274  VERT ORDER  -  THIRD ? (See Below)
 BY0274
 BY0274.The horizontal coordinates were established by classical geodetic methods
 BY0274.and adjusted by the National Geodetic Survey in February 1996..
 BY0274.No horizontal observational check was made to the station.
 BY0274
 BY0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0274.The vertical order pertains to the NGVD 29 superseded value.
 BY0274
 BY0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0274
 BY0274.The geoid height was determined by GEOID03.
 BY0274
 BY0274;                    North         East     Units Scale Factor Converg.
 BY0274;SPC TX C     - 3,221,685.048 1,265,055.860   MT  0.99992417   +3 03 58.1
 BY0274;SPC TX C     -10,569,811.69  4,150,437.43   sFT  0.99992417   +3 03 58.1
 BY0274;UTM  15      - 3,489,165.678   368,953.920   MT  0.99981181   -0 43 19.0
 BY0274
 BY0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0274!SPC TX C     -   0.99998486  x   0.99992417  =   0.99990903
 BY0274!UTM  15      -   0.99998486  x   0.99981181  =   0.99979667
 BY0274
 BY0274:                Primary Azimuth Mark                     Grid Az
 BY0274:SPC TX C     -  CROUCH AZ MK                             111 45 17.1
 BY0274:UTM  15      -  CROUCH AZ MK                             115 32 34.2
 BY0274
 BY0274|---------------------------------------------------------------------|
 BY0274| PID    Reference Object                     Distance      Geod. Az  |
 BY0274|                                                           dddmmss.s |
 BY0274| BY0268 CROUCH AZ MK                                       1144915.2 |
 BY0274| BY0269 CROUCH 2 AZ MK                                     1145956.8 |
 BY0274| BY0275 CROUCH 2 RM 3                        21.751 METERS 19909     |
 BY0274| BY0270 CROUCH                               46.762 METERS 24309     |
 BY0274| BY0273 CROUCH 2 RM 4                        36.441 METERS 24918     |
 BY0274|---------------------------------------------------------------------|
 BY0274
 BY0274                          SUPERSEDED SURVEY CONTROL
 BY0274
 BY0274  NAD 83(1986)-  31 31 47.95937(N)    094 22 49.17865(W) AD(       ) 3
 BY0274  NAD 27      -  31 31 47.30600(N)    094 22 48.44700(W) AD(       ) 3
 BY0274  NGVD 29 (07/19/86)  123.59   (m)          405.5    (f) LEVELING    3  
 BY0274
 BY0274.Superseded values are not recommended for survey control.
 BY0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0274.See file dsdata.txt to determine how the superseded data were derived.
 BY0274
 BY0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6895489166(NAD 83)
 BY0274_MARKER: DS = TRIANGULATION STATION DISK
 BY0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0274_STAMPING: CROUCH 2 1962
 BY0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0274+STABILITY: SURFACE MOTION
 BY0274
 BY0274  HISTORY     - Date     Condition        Report By
 BY0274  HISTORY     - 1962     MONUMENTED       CGS
 BY0274  HISTORY     - 1962     GOOD             CGS
 BY0274
 BY0274                          STATION DESCRIPTION
 BY0274
 BY0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WCR)
 BY0274'THE STATION IS ABOUT 14 MILES WEST OF SAN AUGUSTINE, ABOUT
 BY0274'13 MILES EAST-SOUTHEAST OF NACODGOCHES, ABOUT 3 MILES NORTHWEST
 BY0274'OF THE VILLAGE OF CHIRENO, AND ABOUT 7 MILES SOUTHEAST OF THE
 BY0274'VILLAGE OF MELROSE, ON THE NORTHERLY SIDE OF STATE HIGHWAY 21
 BY0274'AND ON LAND OWNED BY MR. I.L. PERRY.
 BY0274'
 BY0274'TO REACH THE STATION FROM THE POST OFFICE IN NACODGOCHES, GO
 BY0274'EASTERLY ON STATE HIGHWAYS 7 AND 21 FOR 1.3 MILES TO WHERE THE
 BY0274'HIGHWAYS SEPARATE.  TAKE RIGHT FORK STATE HIGHWAY 21, GO 9.7
 BY0274'MILES TO THE VILLAGE OF MELROSE.  THENCE CONTINUE ON STATE
 BY0274'HIGHWAY 21 FOR 6.9 MILES TO THE STATION ON THE LEFT.  TO REACH
 BY0274'THE AZIMUTH MARK CONTINUE EASTERLY ON STATE HIGHWAY 21 FOR
 BY0274'0.3 MILE TO MARK ON THE RIGHT.
 BY0274'
 BY0274'STATION MARKS ARE STANDARD DISKS STAMPED CROUCH 2 1962.  THE
 BY0274'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 BY0274'THE SURFACE OF THE GROUND.  IT IS 152 FEET NORTH OF THE CENTER
 BY0274'LINE OF HIGHWAY, 85 FEET NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY,
 BY0274'75 FEET NORTH OF A POWERLINE POLE WITH A TRANSFORMER, 46 FEET
 BY0274'SOUTHEAST OF THE NORTHEAST CORNER OF HOUSE, 36 FEET EAST OF THE
 BY0274'SOUTHEAST CORNER OF HOUSE, 2 FEET WEST OF THE YARD FENCE, AND
 BY0274'2.7 FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND
 BY0274'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 BY0274'SURFACE OF THE GROUND.
 BY0274'
 BY0274'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CROUCH 2 NO 3
 BY0274'1962, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE
 BY0274'SURFACE OF THE GROUND.  IT IS 67 FEET SOUTHEAST OF THE SOUTHEAST
 BY0274'CORNER OF HOUSE, 16 FEET NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY,
 BY0274'4 FEET NORTH OF A POWERLINE POLE, AND 1 FOOT WEST OF THE YARD
 BY0274'FENCE.
 BY0274'
 BY0274'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CROUCH 2 NO 4
 BY0274'1962, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4
 BY0274'INCHES.  IT IS 53 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BY0274'HOUSE, 32 FEET NORTH OF THE WEST DRIVEWAY, 24 FEET NORTH OF THE
 BY0274'NORTH HIGHWAY RIGHT-OF-WAY, 9 FEET SOUTH OF A 20-INCH OAK TREE,
 BY0274'AND 1 FOOT EAST OF THE BARN LOT FENCE.
 BY0274'
 BY0274'AZIMUTH MARK, A STANDARD DISK STAMPED CROUCH 2 1962, IS SET
 BY0274'IN A 12 IN X 12 IN CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW
 BY0274'THE SURFACE OF THE GROUND.  IT IS 187 FEET WEST OF A CULVERT,
 BY0274'73 FEET SOUTH OF A DIRT ROAD LEADING NORTH, 52 FEET SOUTH OF
 BY0274'THE CENTER LINE OF HIGHWAY 21, 29 FEET EAST OF A T-FENCE CORNER,
 BY0274'AND 1.7 FEET EAST OF A METAL WITNESS POST.
 BY0274'
 BY0274'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TENSION ON
 BY0274'THE TAPE.
 BY0274'
 BY0274'ALL MARKS CARRY ELEVATIONS.
 BY0274
 BY0274                          STATION RECOVERY (1962)
 BY0274
 BY0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 BY0274'6.9 MI SE FROM MELROSE.
 BY0274'ABOUT 1.3 MILES EASTERLY ON STATE HIGHWAYS 7 AND 21 FROM THE POST
 BY0274'OFFICE IN NACOGDOCHES TO THE HIGHWAY JUNCTION, THENCE SOUTHEAST ALONG
 BY0274'STATE HIGHWAY 21 FOR 9.7 MILES TO THE VILLAGE OF MELROSE, THENCE
 BY0274'CONTINUE ON STATE HIGHWAY 21 FOR 6.9 MILES TO STATION ON THE LEFT, ON
 BY0274'LAND OWNED BY MR. I. L. PERRY, 36 FEET EAST OF THE SOUTHEAST CORNER OF
 BY0274'HOUSE, 46 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 75 FEET
 BY0274'NORTH OF A POWER POLE WITH A TRANSFORMER, 85 FEET NORTH OF THE NORTH
 BY0274'HIGHWAY RIGHT-OF-WAY, 152 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 2
 BY0274'FEET WEST OF THE YARD FENCE, AND 2.7 FEET SOUTHWEST OF A METAL WITNESS
 BY0274'POST.  A STANDARD TRIANGULATION STATION DISK STAMPED CROUCH 2 1962, IS
 BY0274'SET IN A 12IN. X 12IN. CONCRETE POST FLUSH WITH THE SURFACE OF THE
 BY0274'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0269 ***********************************************************************
 BY0269  DESIGNATION -  CROUCH 2 AZ MK
 BY0269  PID         -  BY0269
 BY0269  STATE/COUNTY-  TX/NACOGDOCHES
 BY0269  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0269
 BY0269                         *CURRENT SURVEY CONTROL
 BY0269  ___________________________________________________________________
 BY0269* NAD 83(1986)-  31 31 42.     (N)    094 22 27.     (W)     SCALED    
 BY0269* NAVD 88     -       109.77   (+/-2cm)     360.1    (feet)  VERTCON   
 BY0269  ___________________________________________________________________
 BY0269  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY0269
 BY0269  VERT ORDER  -  THIRD (See Below)
 BY0269
 BY0269.The horizontal coordinates were scaled from a topographic map and have
 BY0269.an estimated accuracy of +/- 6 seconds.
 BY0269
 BY0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0269.The vertical order pertains to the NGVD 29 superseded value.
 BY0269
 BY0269.The geoid height was determined by GEOID03.
 BY0269
 BY0269;                    North         East    Units  Estimated Accuracy
 BY0269;SPC TX C     - 3,221,530.    1,265,650.      MT  (+/- 180 meters Scaled)
 BY0269
 BY0269                          SUPERSEDED SURVEY CONTROL
 BY0269
 BY0269  NGVD 29 (01/29/03)  109.81   (m)          360.3    (f) RESET       3  
 BY0269
 BY0269.Superseded values are not recommended for survey control.
 BY0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0269.See file dsdata.txt to determine how the superseded data were derived.
 BY0269
 BY0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ695889(NAD 83)
 BY0269_MARKER: DZ = AZIMUTH MARK DISK
 BY0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0269_STAMPING: CROUCH 2 1962
 BY0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0269+STABILITY: SURFACE MOTION
 BY0269
 BY0269  HISTORY     - Date     Condition        Report By
 BY0269  HISTORY     - 1962     MONUMENTED       CGS
 BY0269
 BY0269                          STATION DESCRIPTION
 BY0269
 BY0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BY0269'7.2 MI SE FROM MELROSE.
 BY0269'ABOUT 1.3 MILES EASTERLY ON STATE HIGHWAYS 7 AND 21 FROM THE POST
 BY0269'OFFICE IN NACOGDOCHES TO THE HIGHWAY JUNCTION, THENCE SOUTHEAST ALONG
 BY0269'STATE HIGHWAY 21 FOR 9.7 MILES TO THE VILLAGE OF MELROSE, THENCE
 BY0269'CONTINUE ON STATE HIGHWAY 21 FOR 7.2 MILES TO MARK ON THE RIGHT, 187
 BY0269'FEET WEST OF A CULVERT, 73 FEET SOUTH OF A DIRT ROAD LEADING NORTH, 52
 BY0269'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 21, 29 FEET EAST OF A T-FENCE
 BY0269'CORNER, AND 1.7 FEET EAST OF A METAL WITNESS POST.  A STANDARD AZIMUTH
 BY0269'MARK DISK STAMPED CROUCH 2 1962, IS SET IN A 12IN. X 12IN. CONCRETE
 BY0269'POST, ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND. NOTE-- THIS MARK
 BY0269'CAN BE REACHED FROM THE POST OFFICE IN CHIRENO, TEXAS BY GOING
 BY0269'NORTHERLY 0.8 MILE TO STATE HIGHWAY 21, THENCE NORTHWESTERLY ALONG
 BY0269'STATE HIGHWAY 21 FOR 2.0 MILES TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0273 ***********************************************************************
 BY0273  DESIGNATION -  CROUCH 2 RM 4
 BY0273  PID         -  BY0273
 BY0273  STATE/COUNTY-  TX/NACOGDOCHES
 BY0273  USGS QUAD   -  MELROSE (1984)
 BY0273
 BY0273                         *CURRENT SURVEY CONTROL
 BY0273  ___________________________________________________________________
 BY0273* NAD 83(1986)-  31 31 48.     (N)    094 22 49.     (W)     SCALED    
 BY0273* NAVD 88     -       121.84   (+/-2cm)     399.7    (feet)  VERTCON   
 BY0273  ___________________________________________________________________
 BY0273  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY0273
 BY0273  VERT ORDER  -  THIRD (See Below)
 BY0273
 BY0273.The horizontal coordinates were scaled from a topographic map and have
 BY0273.an estimated accuracy of +/- 6 seconds.
 BY0273
 BY0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0273.The vertical order pertains to the NGVD 29 superseded value.
 BY0273
 BY0273.The geoid height was determined by GEOID03.
 BY0273
 BY0273;                    North         East    Units  Estimated Accuracy
 BY0273;SPC TX C     - 3,221,690.    1,265,060.      MT  (+/- 180 meters Scaled)
 BY0273
 BY0273                          SUPERSEDED SURVEY CONTROL
 BY0273
 BY0273  NGVD 29 (01/29/03)  121.88   (m)          399.9    (f) RESET       3  
 BY0273
 BY0273.Superseded values are not recommended for survey control.
 BY0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0273.See file dsdata.txt to determine how the superseded data were derived.
 BY0273
 BY0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ689891(NAD 83)
 BY0273_MARKER: DR = REFERENCE MARK DISK
 BY0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0273_STAMPING: CROUCH 2 NO 4 1962
 BY0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0273+STABILITY: SURFACE MOTION
 BY0273
 BY0273  HISTORY     - Date     Condition        Report By
 BY0273  HISTORY     - 1962     MONUMENTED       CGS
 BY0273
 BY0273                          STATION DESCRIPTION
 BY0273
 BY0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BY0273'6.9 MI SE FROM MELROSE.
 BY0273'ABOUT 1.3 MILES EASTERLY ON STATE HIGHWAYS 7 AND 21 FROM THE POST
 BY0273'OFFICE IN NACOGDOCHES TO THE HIGHWAY JUNCTION, THENCE SOUTHEAST ALONG
 BY0273'STATE HIGHWAY 21 FOR 9.7 MILES TO THE VILLAGE OF MELROSE, THENCE
 BY0273'CONTINUE ON STATE HIGHWAY 21 FOR 6.9 MILES TO MARK ON THE LEFT, 53
 BY0273'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 32 FEET NORTH OF THE
 BY0273'WEST DRIVEWAY, 24 FEET NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY 9 FEET
 BY0273'SOUTH OF A 20-INCH OAK TREE, AND 1 FOOT EAST OF A BARN LOT FENCE.  A
 BY0273'STANDARD REFERENCE MARK DISK STAMPED CROUCH 2 NO 4 1962, IS SET IN A
 BY0273'12IN. X 12IN. CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0268 ***********************************************************************
 BY0268  DESIGNATION -  CROUCH AZ MK
 BY0268  PID         -  BY0268
 BY0268  STATE/COUNTY-  TX/NACOGDOCHES
 BY0268  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0268
 BY0268                         *CURRENT SURVEY CONTROL
 BY0268  ___________________________________________________________________
 BY0268* NAD 83(1986)-  31 31 42.     (N)    094 22 27.     (W)     SCALED    
 BY0268* NAVD 88     -       111.18   (+/-2cm)     364.8    (feet)  VERTCON   
 BY0268  ___________________________________________________________________
 BY0268  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY0268
 BY0268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0268
 BY0268.The horizontal coordinates were scaled from a topographic map and have
 BY0268.an estimated accuracy of +/- 6 seconds.
 BY0268
 BY0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0268.The vertical order pertains to the NGVD 29 superseded value.
 BY0268
 BY0268.The geoid height was determined by GEOID03.
 BY0268
 BY0268;                    North         East    Units  Estimated Accuracy
 BY0268;SPC TX C     - 3,221,530.    1,265,650.      MT  (+/- 180 meters Scaled)
 BY0268
 BY0268                          SUPERSEDED SURVEY CONTROL
 BY0268
 BY0268  NGVD 29 (??/??/92)  111.216  (m)          364.88   (f) ADJ UNCH    2 0
 BY0268
 BY0268.Superseded values are not recommended for survey control.
 BY0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0268.See file dsdata.txt to determine how the superseded data were derived.
 BY0268
 BY0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ695889(NAD 83)
 BY0268_MARKER: DZ = AZIMUTH MARK DISK
 BY0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0268_STAMPING: CROUCH 1948
 BY0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0268+STABILITY: SURFACE MOTION
 BY0268
 BY0268  HISTORY     - Date     Condition        Report By
 BY0268  HISTORY     - 1948     MONUMENTED       CGS
 BY0268
 BY0268                          STATION DESCRIPTION
 BY0268
 BY0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0268'2.5 MI NW FROM CHIRENO.
 BY0268'2.5 MILES NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BY0268'CHIRENO, 0.6 MILE EAST OF THE CROSSING OF FROST INDUSTRIES, INC.
 BY0268'RAILROAD, 53.0 FEET WEST OF A 16-INCH PINE TREE, 31.0 FEET SOUTH OF
 BY0268'THE CENTER LINE OF THE HIGHWAY, 2.6 FEET NORTH OF A FENCE, 2.4 FEET
 BY0268'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0268'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2597 ***********************************************************************
 AX2597  DESIGNATION -  CROUCH ET
 AX2597  PID         -  AX2597
 AX2597  STATE/COUNTY-  TX/CALDWELL
 AX2597  USGS QUAD   -  DELHI (1981)
 AX2597
 AX2597                         *CURRENT SURVEY CONTROL
 AX2597  ___________________________________________________________________
 AX2597* NAD 83(1993)-  29 49 51.84020(N)    097 27 08.18047(W)     ADJUSTED  
 AX2597* NAVD 88     -       226.0    (meters)     741.     (feet)  VERTCON   
 AX2597  ___________________________________________________________________
 AX2597  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AX2597  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2597
 AX2597  HORZ ORDER  -  THIRD
 AX2597
 AX2597.The horizontal coordinates were established by classical geodetic methods
 AX2597.and adjusted by the National Geodetic Survey in February 1996..
 AX2597
 AX2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2597
 AX2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2597
 AX2597.The geoid height was determined by GEOID03.
 AX2597
 AX2597;                    North         East     Units Scale Factor Converg.
 AX2597;SPC TXSC     - 4,222,393.895   749,567.533   MT  0.99990062   +0 45 29.7
 AX2597;SPC TXSC     -13,852,970.64  2,459,206.15   sFT  0.99990062   +0 45 29.7
 AX2597;SPC TX C     - 3,021,831.588   978,445.980   MT  1.00008848   +1 29 02.1
 AX2597;SPC TX C     - 9,914,125.80  3,210,118.19   sFT  1.00008848   +1 29 02.1
 AX2597;UTM  14      - 3,301,071.263   649,536.185   MT  0.99987590   +0 46 12.2
 AX2597
 AX2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2597!SPC TXSC     -   0.99996863  x   0.99990062  =   0.99986925
 AX2597!SPC TX C     -   0.99996863  x   1.00008848  =   1.00005710
 AX2597!UTM  14      -   0.99996863  x   0.99987590  =   0.99984453
 AX2597
 AX2597:                Primary Azimuth Mark                     Grid Az
 AX2597:SPC TXSC     -  NEW LOCKHART WT SEC                      280 58 32.7
 AX2597:SPC TX C     -  NEW LOCKHART WT SEC                      280 15 00.3
 AX2597:UTM  14      -  NEW LOCKHART WT SEC                      280 57 50.2
 AX2597
 AX2597|---------------------------------------------------------------------|
 AX2597| PID    Reference Object                     Distance      Geod. Az  |
 AX2597|                                                           dddmmss.s |
 AX2597| AX2626 NEW LOCKHART WT SEC                 APPROX.22.9 KM 2814402.4 |
 AX2597| AX2628 OLD LOCKHART WT SEC                 APPROX.23.0 KM 2862653.1 |
 AX2597|---------------------------------------------------------------------|
 AX2597
 AX2597                          SUPERSEDED SURVEY CONTROL
 AX2597
 AX2597  NAD 83(1986)-  29 49 51.85333(N)    097 27 08.16784(W) AD(       ) 3
 AX2597  NAD 27      -  29 49 51.04397(N)    097 27 07.18549(W) AD(       ) 3
 AX2597  NGVD 29 (07/19/86)  225.9    (m)          741.     (f) VERT ANG       
 AX2597
 AX2597.Superseded values are not recommended for survey control.
 AX2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2597.See file dsdata.txt to determine how the superseded data were derived.
 AX2597
 AX2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4953601071(NAD 83)
 AX2597_MARKER: DD = SURVEY DISK
 AX2597_SETTING: 0 = UNSPECIFIED SETTING
 AX2597_STAMPING: CROUCH ET 1963
 AX2597_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2597
 AX2597  HISTORY     - Date     Condition        Report By
 AX2597  HISTORY     - 1963     MONUMENTED       USGS
 AX2597  HISTORY     - 19970212 GOOD             TXDOT
 AX2597  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2597
 AX2597                          STATION DESCRIPTION
 AX2597
 AX2597'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2597'STATION LOCATED APPROXIMATELY 4 MI. S. AND 14 MI. E. (AIRLINE) OF
 AX2597'LOCKHART, TEXAS, ON THE HIGHEST POINT OF THE W. END OF A SHORT
 AX2597'RIDGE-HILL.  ALL OF THE TREES AND BRUSH HAVE BEEN REMOVED FROM THIS
 AX2597'END OF THE HILL, MAKING IT APPEAR BARE FROM THE N. AND W.
 AX2597'
 AX2597'TO REACH STATION FROM MCMAHAN, TEXAS, 9.5 MI. ESE. OF LOCKHART, TRAVEL
 AX2597'E. ON FARM ROAD 713 4.1 MI. TO LOCKED GATE ON RIGHT (THIS PROPERTY
 AX2597'BELONGS TO LEWIS CROUCH OF LOCKHART).  TURN RIGHT THROUGH GATE AND
 AX2597'FOLLOW MAIN TRACK RD. 0.5 MI. TO HOUSE, TURN LEFT AND FOLLOW S. SIDE
 AX2597'OF FENCE THROUGH CORRALS 0.3 MI., PROCEED RIGHT ON MAIN TRACK RD. 0.4
 AX2597'MI. PAST TWO TANKS, THROUGH GATE, LEFT ALONG E. SIDE OF FENCE 0.1 MI.,
 AX2597'THENCE RIGHT (E.) ON TRACK RD. 0.7 MI. TO TOP OF EARTH DAM.  TURN
 AX2597'HARD RIGHT AT E. END OF DAM AND FOLLOW DIM SANDY TRAIL SSW. 0.6 MI.
 AX2597'TO TOP OF HILL AND STATION.  FOUR-WHEEL DRIVE VEHICLE RECOMMENDED.
 AX2597'
 AX2597'STATION MARK--STANDARD TABLET SET IN A CONCRETE MONUMENT PROJECTING
 AX2597'0.1 FT. ABOVE GROUND, STAMPED ---CROUCH-ET 1963---.
 AX2597
 AX2597                          STATION RECOVERY (1997)
 AX2597
 AX2597'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (DPM)
 AX2597'LINES CLEAR IN ALL DIRECTIONS AT TRIPOD HEIGHT ON LAND BELONGING TO
 AX2597'NICHOLSON FARMS INC, SAN ANTONIO, TEXAS.  ROUTE DESCRIPTION- ENTER THE
 AX2597'FARM THROUGH A LOCKED GATE ON THE S SIDE OF FM 713 DIRECTLY OPPOSITE
 AX2597'CTY ROAD 158 -TAYLORSVILLE ROAD-.  PROCEED ON THE DIRT ROAD ABOUT 1.6
 AX2597'MI (2.6 KM) TO THE FARMSTEAD AND THEN CONTINUE ON THE ROAD FOR A TOTAL
 AX2597'OF ABOUT 3.1 MI (5.0 KM) TO A FORK IN THE ROAD AT A DOUBLE GATE.  TAKE
 AX2597'THE LEFT -E- ROAD FORK THROUGH THE GATE, LEAVE THE ROAD, AND PROCEED
 AX2597'TO THE EAST ALONG THE SOUTH SIDE OF THE FENCE LINE FOR ABOUT 1.4 MI
 AX2597'(2.3 KM) , TURN 90 DEGREES RIGHT -S- AND GO ABOUT 1.1 MI (1.8 KM) TO A
 AX2597'HILL AT ITS NORTHWEST EDGE.  IN THIS VICINITY IS A DIM TRAIL TO THE
 AX2597'TOP OF THE HILL.  THE STATION IS APPROXIMATELY IN THE MIDDLE OF THE
 AX2597'CLEARED AREA.
 AX2597
 AX2597                          STATION RECOVERY (1999)
 AX2597
 AX2597'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1245 ***********************************************************************
 CR1245  DESIGNATION -  CROW
 CR1245  PID         -  CR1245
 CR1245  STATE/COUNTY-  TX/WOOD
 CR1245  USGS QUAD   -  HAINESVILLE (1981)
 CR1245
 CR1245                         *CURRENT SURVEY CONTROL
 CR1245  ___________________________________________________________________
 CR1245* NAD 83(1993)-  32 38 37.66063(N)    095 20 01.07580(W)     ADJUSTED  
 CR1245* NAVD 88     -       168.2    (meters)     552.     (feet)  VERTCON   
 CR1245  ___________________________________________________________________
 CR1245  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 CR1245  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR1245
 CR1245  HORZ ORDER  -  SECOND
 CR1245
 CR1245.The horizontal coordinates were established by classical geodetic methods
 CR1245.and adjusted by the National Geodetic Survey in February 1996..
 CR1245
 CR1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1245
 CR1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1245
 CR1245.The geoid height was determined by GEOID03.
 CR1245
 CR1245;                    North         East     Units Scale Factor Converg.
 CR1245;SPC TXNC     - 2,112,830.337   897,015.222   MT  0.99989779   +1 43 36.9
 CR1245;SPC TXNC     - 6,931,844.20  2,942,957.44   sFT  0.99989779   +1 43 36.9
 CR1245;UTM  15      - 3,614,204.499   281,104.552   MT  1.00019087   -1 15 33.5
 CR1245
 CR1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1245!SPC TXNC     -   0.99997774  x   0.99989779  =   0.99987553
 CR1245!UTM  15      -   0.99997774  x   1.00019087  =   1.00016860
 CR1245
 CR1245|---------------------------------------------------------------------|
 CR1245| PID    Reference Object                     Distance      Geod. Az  |
 CR1245|                                                           dddmmss.s |
 CR1245| CX9372 CROW RM 1                            18.930 METERS 01215     |
 CR1245| CX9373 CROW RM 2                            21.223 METERS 16133     |
 CR1245| CX9371 CROW AZ MK                                         1720529.7 |
 CR1245| CR1250 MINEOLA MUNICIPAL TANK              APPROX.14.9 KM 2801055.3 |
 CR1245|---------------------------------------------------------------------|
 CR1245
 CR1245                          SUPERSEDED SURVEY CONTROL
 CR1245
 CR1245  NAD 83(1986)-  32 38 37.66730(N)    095 20 01.06199(W) AD(       ) 2
 CR1245  NAD 27      -  32 38 37.17690(N)    095 20 00.23570(W) AD(       ) 2
 CR1245  NGVD 29 (07/19/86)  168.2    (m)          552.     (f) VERT ANG       
 CR1245
 CR1245.Superseded values are not recommended for survey control.
 CR1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1245.See file dsdata.txt to determine how the superseded data were derived.
 CR1245
 CR1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS8110514204(NAD 83)
 CR1245_MARKER: DS = TRIANGULATION STATION DISK
 CR1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1245
 CR1245  HISTORY     - Date     Condition        Report By
 CR1245  HISTORY     - 1957     MONUMENTED       CGS
 CR1245  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 CR1245  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR1245
 CR1245                          STATION DESCRIPTION
 CR1245
 CR1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1245'THE STATION IS LOCATED ABOUT 10 MILES EAST OF MINEOLA, ABOUT
 CR1245'2.5 MILES NORTHWEST OF THE SMALL VILLAGE OF CROW, ABOUT 2
 CR1245'MILES NORTH OF U.S. HIGHWAY NO. 80 ON A PARTIALLY TIMBERED
 CR1245'KNOLL, 66 FEET WEST OF THE CENTER OF AN OILED ROAD AND 42
 CR1245'FEET SOUTHWEST OF A TELEPHONE POLE.  THE MARK IS SET FLUSH
 CR1245'WITH THE SURFACE OF THE GROUND AND IS STAMPED CROW 1957.
 CR1245'
 CR1245'REFERENCE MARK NO. 1 IS 47 FEET WEST OF THE CENTER OF AN
 CR1245'OILED ROAD AND 26 FEET NORTH OF A TELEPHONE POLE.  THE MARK
 CR1245'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 CR1245'CROW NO 1 1957.
 CR1245'
 CR1245'REFERENCE MARK NO. 2 IS 50 FEET WEST OF THE CENTER OF AN
 CR1245'OILED ROAD AND 49 FEET NORTH OF A TELEPHONE POLE.  THE MARK
 CR1245'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 CR1245'CROW NO 2 1957.
 CR1245'
 CR1245'AZIMUTH MARK IS 32 FEET EAST OF THE CENTER OF AN OILED ROAD,
 CR1245'2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 CR1245'FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 CR1245'AND IS STAMPED CROW 1957.
 CR1245'
 CR1245'TO REACH THE STATION FROM THE POST OFFICE IN MINEOLA, GO
 CR1245'SOUTH 1/2 BLOCK TO U.S. HIGHWAY NO. 80, TURN LEFT AND GO EAST
 CR1245'ON U.S. HIGHWAY NO. 80 FOR 7.8 MILES TO THE MAIN BRIDGE OVER
 CR1245'LAKE FORK CREEK, CONTINUE AHEAD ON U.S. HIGHWAY NO. 80 FOR
 CR1245'1.2 MILES TO AN OILED SIDE ROAD LEFT, TURN LEFT AND GO NORTH
 CR1245'ON OILED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON RIGHT
 CR1245'AS DESCRIBED, CONTINUE AHEAD ON OILED ROAD FOR 0.25 MILE
 CR1245'TO THE STATION ON LEFT AS DESCRIBED.
 CR1245'
 CR1245'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 CR1245
 CR1245                          STATION RECOVERY (1995)
 CR1245
 CR1245'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1245'MARK NOT FOUND.
 CR1245
 CR1245                          STATION RECOVERY (2004)
 CR1245
 CR1245'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9951 ***********************************************************************
 AG9951  DESIGNATION -  CROW
 AG9951  PID         -  AG9951
 AG9951  STATE/COUNTY-  TX/HAYS
 AG9951  USGS QUAD   -  DRIPPING SPRINGS (1986)
 AG9951
 AG9951                         *CURRENT SURVEY CONTROL
 AG9951  ___________________________________________________________________
 AG9951* NAD 83(1993)-  30 11 27.43937(N)    098 02 28.88348(W)     ADJUSTED  
 AG9951* NAVD 88     -       397.6    (meters)    1304.     (feet)  VERTCON   
 AG9951  ___________________________________________________________________
 AG9951  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 AG9951  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AG9951
 AG9951  HORZ ORDER  -  THIRD
 AG9951
 AG9951.The horizontal coordinates were established by classical geodetic methods
 AG9951.and adjusted by the National Geodetic Survey in July 1998..
 AG9951
 AG9951.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9951
 AG9951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9951
 AG9951.The geoid height was determined by GEOID03.
 AG9951
 AG9951;                    North         East     Units Scale Factor Converg.
 AG9951;SPC TXSC     - 4,261,674.531   692,314.968   MT  0.99997462   +0 28 10.7
 AG9951;SPC TXSC     -13,981,843.86  2,271,370.02   sFT  0.99997462   +0 28 10.7
 AG9951;UTM  14      - 3,340,333.322   592,283.562   MT  0.99970506   +0 28 55.6
 AG9951
 AG9951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9951!SPC TXSC     -   0.99994150  x   0.99997462  =   0.99991612
 AG9951!UTM  14      -   0.99994150  x   0.99970506  =   0.99964657
 AG9951
 AG9951                          SUPERSEDED SURVEY CONTROL
 AG9951
 AG9951  NGVD 29 (07/28/98)  397.5    (m)         1304.     (f) VERT ANG       
 AG9951
 AG9951.Superseded values are not recommended for survey control.
 AG9951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9951.See file dsdata.txt to determine how the superseded data were derived.
 AG9951
 AG9951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9228440333(NAD 83)
 AG9951_MARKER: DS = TRIANGULATION STATION DISK
 AG9951
 AG9951  HISTORY     - Date     Condition        Report By
 AG9951  HISTORY     - 1957     MONUMENTED       USGS
 AG9951
 AG9951                          STATION DESCRIPTION
 AG9951
 AG9951'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AG9951'STATION IS LOCATED ABOUT 3 MI. E. OF DRIPPING SPRINGS AND ABOUT 0.1
 AG9951'MI. S. OF U.S. HIGHWAY 290 ON THE N. RIM OF THE TOP OF A PROMINENT
 AG9951'BARE-TOPPED HILL, ON PROPERTY OWNED BY MR. CROW.
 AG9951'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND FARM ROAD
 AG9951'12, AT THE E. EDGE OF DRIPPING SPRINGS, GO E. ALONG U.S. HIGHWAY 290
 AG9951'2.8 MI. TO RANCH RD. S. THRU GATE, GO THRU GATE AND TURN LEFT ALONG
 AG9951'TRACK RD. JUST INSIDE GATE, GO 0.1 MI. ALONG TRACK RD. AROUND N. EDGE
 AG9951'OF HILL, LEAVE TRACK RD. AND GO SOUTHERLY ALONG RIDGE TO N. EDGE OF
 AG9951'TOP, NEAR E-W. CENTER OF HILL, AND STATION.
 AG9951'RECOVERED BY USGS IN 1963.
 AG9951'STATION MARK--STANDARD TABLET STAMPED---CROW 1957---, CEMENTED IN
 AG9951'LIMESTONE OUTCROP PROJECTING 0.1 FT., AND MEASURING 1 FT. X 1.5 FT.
 AG9951'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE DISK CEMENTED IN
 AG9951'LIMESTONE OUTCROP PROJECTING 0.3 FT., AND MEASURING 2 FT. X 3 FT.,
 AG9951'STAMPED---RM NO. 1--CROW 1957---, 16.32 FT. FROM STATION MARK,
 AG9951'DIRECTION 111 DEGREES 25 MINUTES.
 AG9951'REFERENCE MARK NO. 2--TOP OF 10 PENNY NAIL CEMENTED IN LIMESTONE
 AG9951'OUTCROP PROJECTING 0.2 FT., AND MEASURING 1/2 FT. X 1/2 FT., 23.51 FT.
 AG9951'FROM STATION MARK, DIRECTION 226 DEGREES 56 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0937 ***********************************************************************
 DO0937  DESIGNATION -  CROWELL
 DO0937  PID         -  DO0937
 DO0937  STATE/COUNTY-  TX/FOARD
 DO0937  USGS QUAD   -  FOARD CITY (1968)
 DO0937
 DO0937                         *CURRENT SURVEY CONTROL
 DO0937  ___________________________________________________________________
 DO0937* NAD 83(1993)-  33 58 10.20960(N)    099 46 04.76577(W)     ADJUSTED  
 DO0937* NAVD 88     -       486.3    (meters)    1595.     (feet)  VERTCON   
 DO0937  ___________________________________________________________________
 DO0937  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 DO0937  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DO0937
 DO0937  HORZ ORDER  -  THIRD
 DO0937
 DO0937.The horizontal coordinates were established by classical geodetic methods
 DO0937.and adjusted by the National Geodetic Survey in February 1996..
 DO0937
 DO0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0937
 DO0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0937
 DO0937.The geoid height was determined by GEOID03.
 DO0937
 DO0937;                    North         East     Units Scale Factor Converg.
 DO0937;SPC TXNC     - 2,256,081.317   482,817.875   MT  1.00000079   -0 41 29.6
 DO0937;SPC TXNC     - 7,401,826.79  1,584,044.98   sFT  1.00000079   -0 41 29.6
 DO0937;UTM  14      - 3,759,040.195   429,051.603   MT  0.99966205   -0 25 44.9
 DO0937
 DO0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0937!SPC TXNC     -   0.99992814  x   1.00000079  =   0.99992893
 DO0937!UTM  14      -   0.99992814  x   0.99966205  =   0.99959022
 DO0937
 DO0937:                Primary Azimuth Mark                     Grid Az
 DO0937:SPC TXNC     -  CROWELL MUN TANK                         057 46 14.1
 DO0937:UTM  14      -  CROWELL MUN TANK                         057 30 29.4
 DO0937
 DO0937|---------------------------------------------------------------------|
 DO0937| PID    Reference Object                     Distance      Geod. Az  |
 DO0937|                                                           dddmmss.s |
 DO0937| DO0918 CROWELL MUN TANK                    APPROX. 4.5 KM 0570444.5 |
 DO0937| CX7036 CROWELL RM 1                          9.390 METERS 10035     |
 DO0937| DO0939 CROWELL ET                          268.494 METERS 26601     |
 DO0937| CX7037 CROWELL RM 2                          9.045 METERS 35304     |
 DO0937|---------------------------------------------------------------------|
 DO0937
 DO0937                          SUPERSEDED SURVEY CONTROL
 DO0937
 DO0937  NAD 83(1993)-  33 58 10.21052(N)    099 46 04.76573(W) AD(       ) 3
 DO0937  NAD 83(1986)-  33 58 10.21685(N)    099 46 04.75764(W) AD(       ) 3
 DO0937  NAD 27      -  33 58 09.91620(N)    099 46 03.41491(W) AD(       ) 3
 DO0937  NGVD 29 (07/19/86)  486.1    (m)         1595.     (f) VERT ANG       
 DO0937
 DO0937.Superseded values are not recommended for survey control.
 DO0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0937.See file dsdata.txt to determine how the superseded data were derived.
 DO0937
 DO0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2905259040(NAD 83)
 DO0937_MARKER: DS = TRIANGULATION STATION DISK
 DO0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0937_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0937
 DO0937  HISTORY     - Date     Condition        Report By
 DO0937  HISTORY     - 1969     MONUMENTED       CGS
 DO0937
 DO0937                          STATION DESCRIPTION
 DO0937
 DO0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0937'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CROWELL, 1-1/2
 DO0937'MILES SOUTH OF U.S. HIGHWAY 70 AND ALONG ROAD RIGHT-OF-WAY.  IT IS
 DO0937'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF TWO DIRT ROADS.
 DO0937'
 DO0937'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 DO0937'HIGHWAY 283, IN CROWELL, GO WEST ON U.S. HIGHWAY 70 FOR 2.6 MILES
 DO0937'TO A CROSSROAD, TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 1.45
 DO0937'MILES TO A CROSSROAD AND THE STATION ON THE LEFT.
 DO0937'
 DO0937'THE STATION MARK IS A STANDARD DISK STAMPED CROWELL 1969, SET IN THE
 DO0937'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 DO0937'INCHES.  IT IS 36 FEET EAST OF THE CENTER OF A DIRT ROAD, 34 FEET
 DO0937'NORTH OF THE CENTER OF A DIRT ROAD, 8 FEET WEST-NORTHWEST OF
 DO0937'TELEPHONE POLE NUMBER 100 3-1, 6.6 FEET SOUTH-SOUTHEAST OF A
 DO0937'METAL WITNESS POST AND 4 FEET SOUTH OF A WIRE FENCE.
 DO0937'
 DO0937'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CROWELL NO 1 1969, SET IN
 DO0937'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DO0937'4 INCHES.  IT IS 32 FEET EAST-SOUTHEAST OF THE METAL WITNESS POST
 DO0937'30 FEET NORTH OF THE CENTER OF A DIRT ROAD, 25 FEET EAST OF THE
 DO0937'TELEPHONE POLE AND 1-FOOT NORTH OF AN EAST-WEST WIRE FENCE.
 DO0937'
 DO0937'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CROWELL NO 2 1969, SET IN
 DO0937'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DO0937'2 INCHES.  IT IS 32.6 FEET NORTH OF THE METAL WITNESS POST, 33 FEET
 DO0937'EAST OF THE CENTER OF A DIRT ROAD AND 1-FOOT EAST OF A NORTH-SOUTH
 DO0937'WIRE FENCE.
 DO0937'
 DO0937'BM CROWELL ET IS A U. S. GEOLOGICAL SURVEY DISK STAMPED CROWELL ET
 DO0937'1966 SET IN THE TOP OF A 10-INCH IRREGULAR MASS OF CONCRETE WHICH
 DO0937'IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET SOUTH OF THE
 DO0937'CENTER OF A DIRT ROAD AND 6.6 FEET SOUTH OF AN EAST-WEST WIRE
 DO0937'FENCE.
 DO0937'
 DO0937'TO REACH BM CROWELL ET FROM THE STATION, GO WEST ON A DIRT ROAD FOR
 DO0937'0.2 MILE TO THE MARK ON THE LEFT.
 DO0937'
 DO0937'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0939 ***********************************************************************
 DO0939  DESIGNATION -  CROWELL ET
 DO0939  PID         -  DO0939
 DO0939  STATE/COUNTY-  TX/FOARD
 DO0939  USGS QUAD   -  FOARD CITY (1968)
 DO0939
 DO0939                         *CURRENT SURVEY CONTROL
 DO0939  ___________________________________________________________________
 DO0939* NAD 83(1993)-  33 58 09.60351(N)    099 46 15.19923(W)     ADJUSTED  
 DO0939* NAVD 88     -       489.0    (meters)    1604.     (feet)  VERTCON   
 DO0939  ___________________________________________________________________
 DO0939  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 DO0939  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DO0939
 DO0939  HORZ ORDER  -  SECOND
 DO0939
 DO0939.The horizontal coordinates were established by classical geodetic methods
 DO0939.and adjusted by the National Geodetic Survey in February 1996..
 DO0939
 DO0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0939
 DO0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0939
 DO0939.The geoid height was determined by GEOID03.
 DO0939
 DO0939;                    North         East     Units Scale Factor Converg.
 DO0939;SPC TXNC     - 2,256,065.880   482,549.825   MT  1.00000075   -0 41 35.3
 DO0939;SPC TXNC     - 7,401,776.14  1,583,165.55   sFT  1.00000075   -0 41 35.3
 DO0939;UTM  14      - 3,759,023.536   428,783.717   MT  0.99966252   -0 25 50.7
 DO0939
 DO0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0939!SPC TXNC     -   0.99992772  x   1.00000075  =   0.99992847
 DO0939!UTM  14      -   0.99992772  x   0.99966252  =   0.99959026
 DO0939
 DO0939                          SUPERSEDED SURVEY CONTROL
 DO0939
 DO0939  NAD 83(1993)-  33 58 09.60443(N)    099 46 15.19919(W) AD(       ) 2
 DO0939  NAD 83(1986)-  33 58 09.61076(N)    099 46 15.19106(W) AD(       ) 2
 DO0939  NAD 27      -  33 58 09.31019(N)    099 46 13.84809(W) AD(       ) 2
 DO0939  NGVD 29 (07/19/86)  488.8    (m)         1604.     (f) VERT ANG       
 DO0939
 DO0939.Superseded values are not recommended for survey control.
 DO0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0939.See file dsdata.txt to determine how the superseded data were derived.
 DO0939
 DO0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2878459024(NAD 83)
 DO0939_MARKER: DD = SURVEY DISK
 DO0939_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DO0939
 DO0939  HISTORY     - Date     Condition        Report By
 DO0939  HISTORY     - 1969     MONUMENTED       USGS
 DO0939
 DO0939                          STATION DESCRIPTION
 DO0939
 DO0939'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLC)
 DO0939'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF CROWELL, 1-1/2
 DO0939'MILES SOUTH OF U.S. HIGHWAY 70 AND ON PROPERTY OF MR. MACK GAMBLE.
 DO0939'
 DO0939'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 DO0939'HIGHWAY 283 IN CROWELL, GO WEST ON U. S. HIGHWAY 70 FOR 2.6 MILES TO
 DO0939'A CROSSROAD.  TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 1.45 MILES
 DO0939'TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.2
 DO0939'MILE TO THE STATION ON THE LEFT.
 DO0939'
 DO0939'BM CROWELL ET IS A U. S. GEOLOGICAL SURVEY DISK STAMPED CROWELL ET
 DO0939'1966, SET IN THE TOP OF A 10-INCH IRREGULAR MASS OF CONCRETE WHICH
 DO0939'IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET SOUTH OF THE CENTER
 DO0939'OF A DIRT ROAD AND 6.6 FEET SOUTH OF AN EAST-WEST WIRE FENCE.
 DO0939'
 DO0939'A GEODIMETER TRAVERSE WAS MADE TO TRIANGULATION STATION CROWELL 1969,
 DO0939'THE DISTANCE BEING 268.493 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0918 ***********************************************************************
 DO0918  DESIGNATION -  CROWELL MUN TANK
 DO0918  PID         -  DO0918
 DO0918  STATE/COUNTY-  TX/FOARD
 DO0918  USGS QUAD   -  CROWELL (1966)
 DO0918
 DO0918                         *CURRENT SURVEY CONTROL
 DO0918  ___________________________________________________________________
 DO0918* NAD 83(1993)-  33 59 29.27436(N)    099 43 38.11470(W)     ADJUSTED  
 DO0918* NAVD 88     -                                                        
 DO0918  ___________________________________________________________________
 DO0918  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 DO0918  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DO0918
 DO0918  HORZ ORDER  -  THIRD
 DO0918
 DO0918.The horizontal coordinates were established by classical geodetic methods
 DO0918.and adjusted by the National Geodetic Survey in February 1996..
 DO0918
 DO0918
 DO0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0918
 DO0918.The geoid height was determined by GEOID03.
 DO0918
 DO0918;                    North         East     Units Scale Factor Converg.
 DO0918;SPC TXNC     - 2,258,472.569   486,610.840   MT  1.00000701   -0 40 09.6
 DO0918;SPC TXNC     - 7,409,672.09  1,596,489.06   sFT  1.00000701   -0 40 09.6
 DO0918;UTM  14      - 3,761,447.973   432,832.264   MT  0.99965561   -0 24 23.8
 DO0918
 DO0918                          SUPERSEDED SURVEY CONTROL
 DO0918
 DO0918  NAD 83(1993)-  33 59 29.27518(N)    099 43 38.11481(W) AD(       ) 4
 DO0918  NAD 83(1986)-  33 59 29.28160(N)    099 43 38.10608(W) AD(       ) 4
 DO0918  NAD 27      -  33 59 28.98091(N)    099 43 36.76970(W) AD(       ) 3
 DO0918
 DO0918.Superseded values are not recommended for survey control.
 DO0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0918.See file dsdata.txt to determine how the superseded data were derived.
 DO0918
 DO0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3283261448(NAD 83)
 DO0918_MARKER: 53 = ELEVATED TANK
 DO0918
 DO0918  HISTORY     - Date     Condition        Report By
 DO0918  HISTORY     - 1969     FIRST OBSERVED   CGS
 DO0918
 DO0918                          STATION DESCRIPTION
 DO0918
 DO0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0918'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF THE CENTER OF
 DO0918'CROWELL.
 DO0918'
 DO0918'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 DO0918'HIGHWAY 283 IN CROWELL, GO NORTH ON STATE HIGHWAY 283 FOR 0.5 MILE
 DO0918'TO A CROSS STREET.  TURN LEFT AND GO WEST ON W. GARNER-100 FOR 0.1
 DO0918'MILE TO THE STATION ON THE RIGHT.
 DO0918'
 DO0918'IT IS A 4 LEGGED STEEL STRUCTURE, SILVER IN COLOR, CONICAL ROOF,
 DO0918'HEMISPHERICAL BOTTOM AND HAS AN OVER-ALL HEIGHT OF ABOUT 125 FEET.
 DO0918'
 DO0918'THE POINT INTERSECTED WAS THE CENTER OF THE BALL ATOP THE TANK.
 DO0918'
 DO0918'THE NAME OF THE STATION IS CROWELL MUNICIPAL TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6292 ***********************************************************************
 AC6292  SACS        -  This is a Secondary Airport Control Station.
 AC6292  DESIGNATION -  CRP A
 AC6292  PID         -  AC6292
 AC6292  STATE/COUNTY-  TX/NUECES
 AC6292  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC6292
 AC6292                         *CURRENT SURVEY CONTROL
 AC6292  ___________________________________________________________________
 AC6292* NAD 83(1993)-  27 46 49.65861(N)    097 29 49.35327(W)     ADJUSTED  
 AC6292* NAVD 88     -        11.57   (meters)      38.0    (feet)  GPS OBS   
 AC6292  ___________________________________________________________________
 AC6292  X           -    -736,803.795 (meters)                     COMP
 AC6292  Y           -  -5,598,813.603 (meters)                     COMP
 AC6292  Z           -   2,954,995.390 (meters)                     COMP
 AC6292  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AC6292  ELLIP HEIGHT-         -14.96  (meters)          (01/31/01) GPS OBS
 AC6292  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AC6292
 AC6292  HORZ ORDER  -  FIRST
 AC6292  ELLP ORDER  -  FIFTH     CLASS I
 AC6292
 AC6292.This mark is at Corpus Christi Intl (CRP) Airport (CRP)
 AC6292
 AC6292.The horizontal coordinates were established by GPS observations
 AC6292.and adjusted by the National Geodetic Survey in February 1997..
 AC6292
 AC6292.The orthometric height was determined by GPS observations and a
 AC6292.high-resolution geoid model.
 AC6292
 AC6292.GPS derived orthometric heights for airport stations designated as
 AC6292.PACS or SACS are published to 2 decimal places.  This maintains
 AC6292.centimeter relative accuracy between the PACS and SACS.  It does
 AC6292.not indicate centimeter accuracy relative to other marks which are
 AC6292.part of the NAVD 88 network.
 AC6292
 AC6292.Photographs are available for this station.
 AC6292
 AC6292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6292
 AC6292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6292
 AC6292.The ellipsoidal height was determined by GPS observations
 AC6292.and is referenced to NAD 83.
 AC6292
 AC6292.The geoid height was determined by GEOID03.
 AC6292
 AC6292;                    North         East     Units Scale Factor Converg.
 AC6292;SPC TX S     - 5,234,590.889   398,849.659   MT  0.99998704   +0 27 19.3
 AC6292;SPC TX S     -17,173,820.27  1,308,559.26   sFT  0.99998704   +0 27 19.3
 AC6292;UTM  14      - 3,073,788.642   648,082.649   MT  0.99987067   +0 42 02.3
 AC6292
 AC6292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6292!SPC TX S     -   1.00000235  x   0.99998704  =   0.99998939
 AC6292!UTM  14      -   1.00000235  x   0.99987067  =   0.99987302
 AC6292
 AC6292                          SUPERSEDED SURVEY CONTROL
 AC6292
 AC6292  ELLIP H (02/28/97)  -14.83   (m)                       GP(       ) 5 1
 AC6292
 AC6292.Superseded values are not recommended for survey control.
 AC6292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6292.See file dsdata.txt to determine how the superseded data were derived.
 AC6292
 AC6292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4808373789(NAD 83)
 AC6292_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6292_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC6292_SP_SET: CONCRETE DRAIN HEADWALL
 AC6292_STAMPING: CRP A 1995
 AC6292_MARK LOGO: NGS   
 AC6292_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6292+STABILITY: SURFACE MOTION
 AC6292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6292+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 AC6292
 AC6292  HISTORY     - Date     Condition        Report By
 AC6292  HISTORY     - 19950101 MONUMENTED       NGS
 AC6292  HISTORY     - 20010201 GOOD             NGS
 AC6292
 AC6292                          STATION DESCRIPTION
 AC6292
 AC6292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6292'THE STATION IS LOCATED 6.0 MI (9.7 KM) EAST OF ROBSTOWN, 6.0 MI (9.7
 AC6292'KM) WEST SOUTHWEST OF DOWNTOWN CORPUS CHRISTI AND AT THE CORPUS
 AC6292'CHRISTI INTERNATIONAL AIRPORT NEAR THE APPROACH END OF RUNWAY 17.
 AC6292'OWNERSHIP--CITY OF CORPUS CHRISTI, ROUTE 2 BOX 902, CORPUS CHRISTI, TX
 AC6292'78410.  AIRPORT MANAGER IS GEORGE HEXT, PHONE (512) 289-0226. ESCORT
 AC6292'IS REQUIRED.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AC6292'HIGHWAY 37 AND STATE HIGHWAY 358 (EXIT 4A) , GO SOUTH ON STATE HIGHWAY
 AC6292'358 FOR 1.4 MI (2.3 KM) TO A INTERCHANGE, EXIT ONTO STATE HIGHWAY 44
 AC6292'WESTBOUND AND GO WEST FOR 2.15 MI (3.46 KM) TO A EXIT FOR THE AIRPORT,
 AC6292'EXIT, TURN LEFT AND GO SOUTH FOLLOWING INTERNATIONAL DRIVE FOR 0.75 MI
 AC6292'(1.21 KM) TO THE WEST END OF THE TERMINAL, CONTINUE AHEAD AND GO
 AC6292'EASTERLY (PASSING THE FRONT OF THE TERMINAL) FOR 0.15 MI (0.24 KM) TO
 AC6292'A ROAD RIGHT LEADING TO FAA OFFICES, TURN RIGHT AND GO EAST THEN
 AC6292'SOUTHEAST FOR 0.1 MI (0.2 KM) TO A GATE AHEAD AND THE OFFICE BUILDING
 AC6292'(WITH CONTROL TOWER ON ROOF) ON THE RIGHT.  PASS THROUGH GATE, BEAR
 AC6292'LEFT AND GO NORTHEAST ACROSS THE APRON, THEN CONNECTOR TAXIWAY FOR 0.1
 AC6292'MI (0.2 KM) TO THE INTERSECTION OF A TAXIWAY, TURN LEFT AND GO NORTH
 AC6292'ON THE PARALLEL TAXIWAY FOR 0.35 MI (0.56 KM) TO A CULVERT UNDER
 AC6292'TAXIWAY AND THE STATION ABOUT 380 FT (115.8 M) TO THE EAST.  THE
 AC6292'STATION IS SET INTO THE SOUTHEAST CORNER OF A 30 FT (9.1 M) X 23 FT
 AC6292'(7.0 M) CONCRETE HEADWALL FOR TWIN 4 FT (1.2 M) IN DIAMETER CORRUGATED
 AC6292'METAL CULVERTS, 391.0 FT (119.2 M) EAST OF THE TAXIWAY CENTER, 7.3 FT
 AC6292'(2.2 M) NORTH NORTHWEST OF A ILS CRITICAL AREA SIGN, 4.0 FT (1.2 M)
 AC6292'NORTH OF A WITNESS POST, 1.2 FT (0.4 M) NORTH OF THE SOUTH HEADWALL
 AC6292'EDGE AND 0.8 FT (24.4 CM) WEST OF THE EAST HEADWALL EDGE.  MARK IS A
 AC6292'SAC STATION.
 AC6292
 AC6292                          STATION RECOVERY (2001)
 AC6292
 AC6292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AC6292'RECOVERED AS DESCRIBED.  CONTACT WARREN PERKINS, OPERATIONS
 AC6292'SPECIALIST, FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS
 AC6292'THROUGH LOCKED GATES.  PHONE 361-289-0171, EXT. 1222, FAX
 AC6292'361-289-0251.
 AC6292'AIRPORT BADGES AND AN ESCORT MAY BE REQUIRED.
 AC6292'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3198 ***********************************************************************
 AB3198  PACS        -  This is a Primary Airport Control Station.
 AB3198  DESIGNATION -  CRP B
 AB3198  PID         -  AB3198
 AB3198  STATE/COUNTY-  TX/NUECES
 AB3198  USGS QUAD   -  CORPUS CHRISTI (1975)
 AB3198
 AB3198                         *CURRENT SURVEY CONTROL
 AB3198  ___________________________________________________________________
 AB3198* NAD 83(1993)-  27 46 01.28427(N)    097 29 54.78342(W)     ADJUSTED  
 AB3198* NAVD 88     -        11.51   (meters)      37.8    (feet)  GPS OBS   
 AB3198  ___________________________________________________________________
 AB3198  X           -    -737,041.737 (meters)                     COMP
 AB3198  Y           -  -5,599,482.119 (meters)                     COMP
 AB3198  Z           -   2,953,677.860 (meters)                     COMP
 AB3198  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AB3198  ELLIP HEIGHT-         -14.99  (meters)          (10/24/00) GPS OBS
 AB3198  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AB3198
 AB3198  HORZ ORDER  -  B
 AB3198  ELLP ORDER  -  FOURTH    CLASS II
 AB3198
 AB3198.This mark is at Corpus Christi Intl (CRP) Airport (CRP)
 AB3198
 AB3198.The horizontal coordinates were established by GPS observations
 AB3198.and adjusted by the National Geodetic Survey in February 1996..
 AB3198
 AB3198.The orthometric height was determined by GPS observations and a
 AB3198.high-resolution geoid model.
 AB3198
 AB3198.GPS derived orthometric heights for airport stations designated as
 AB3198.PACS or SACS are published to 2 decimal places.  This maintains
 AB3198.centimeter relative accuracy between the PACS and SACS.  It does
 AB3198.not indicate centimeter accuracy relative to other marks which are
 AB3198.part of the NAVD 88 network.
 AB3198
 AB3198.Photographs are available for this station.
 AB3198
 AB3198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3198
 AB3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3198
 AB3198.The ellipsoidal height was determined by GPS observations
 AB3198.and is referenced to NAD 83.
 AB3198
 AB3198.The geoid height was determined by GEOID03.
 AB3198
 AB3198;                    North         East     Units Scale Factor Converg.
 AB3198;SPC TX S     - 5,233,100.710   398,712.816   MT  0.99998388   +0 27 16.8
 AB3198;SPC TX S     -17,168,931.25  1,308,110.30   sFT  0.99998388   +0 27 16.8
 AB3198;UTM  14      - 3,072,298.062   647,952.197   MT  0.99987019   +0 41 58.6
 AB3198
 AB3198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3198!SPC TX S     -   1.00000235  x   0.99998388  =   0.99998623
 AB3198!UTM  14      -   1.00000235  x   0.99987019  =   0.99987254
 AB3198
 AB3198:                Primary Azimuth Mark                     Grid Az
 AB3198:SPC TX S     -  ARP 2 CRP                                324 39 23.0
 AB3198:UTM  14      -  ARP 2 CRP                                324 24 41.2
 AB3198
 AB3198|---------------------------------------------------------------------|
 AB3198| PID    Reference Object                     Distance      Geod. Az  |
 AB3198|                                                           dddmmss.s |
 AB3198| AC6293 ARP 2 CRP                           450.300 METERS 3250639.8 |
 AB3198|---------------------------------------------------------------------|
 AB3198
 AB3198                          SUPERSEDED SURVEY CONTROL
 AB3198
 AB3198  ELLIP H (02/20/96)  -14.86   (m)                       GP(       ) 3 2
 AB3198
 AB3198.Superseded values are not recommended for survey control.
 AB3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3198.See file dsdata.txt to determine how the superseded data were derived.
 AB3198
 AB3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4795272298(NAD 83)
 AB3198_MARKER: F = FLANGE-ENCASED ROD
 AB3198_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3198_STAMPING: CRP B 1995
 AB3198_MARK LOGO: NGS   
 AB3198_PROJECTION: RECESSED 5 CENTIMETERS
 AB3198_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3198+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 AB3198_ROD/PIPE-DEPTH: 15.8 meters
 AB3198_SLEEVE-DEPTH  : 0.90 meters
 AB3198
 AB3198  HISTORY     - Date     Condition        Report By
 AB3198  HISTORY     - 19950101 MONUMENTED       NGS
 AB3198  HISTORY     - 20010202 GOOD             NGS
 AB3198
 AB3198                          STATION DESCRIPTION
 AB3198
 AB3198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3198'THE STATION IS LOCATED 6.0 MI (9.7 KM) EAST OF ROBSTOWN, 6.0 MI (9.7
 AB3198'KM) WEST SOUTHWEST OF DOWNTOWN CORPUS CHRISTI AND AT THE CORPUS
 AB3198'CHRISTI INTERNATIONAL AIRPORT IN A TRIANGULAR GRASS AREA FORMED BY THE
 AB3198'TWO PARALLEL TAXIWAYS AND A EAST-WEST TAXIWAY.  OWNERSHIP--CITY OF
 AB3198'CORPUS CHRISTI, ROUTE 2 BOX 902, CORPUS CHRISTI, TX 78410. AIRPORT
 AB3198'MANAGER IS GEORGE HEXT, PHONE (512) 289-0226.  ESCORT IS REQUIRED.  TO
 AB3198'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 37 AND STATE
 AB3198'HIGHWAY 358 (EXIT 4A) , GO SOUTH ON STATE HIGHWAY 358 FOR 1.4 MI (2.3
 AB3198'KM) TO A INTERCHANGE, EXIT ONTO STATE HIGHWAY 44 WESTBOUND AND GO WEST
 AB3198'FOR 2.15 MI (3.46 KM) TO A EXIT FOR THE AIRPORT, EXIT, TURN LEFT AND
 AB3198'GO SOUTH FOLLOWING INTERNATIONAL DRIVE FOR 0.75 MI (1.21 KM) TO THE
 AB3198'WEST END OF THE TERMINAL, CONTINUE AHEAD AND GO EASTERLY (PASSING THE
 AB3198'FRONT OF THE TERMINAL) FOR 0.15 MI (0.24 KM) TO A ROAD RIGHT LEADING
 AB3198'TO FAA OFFICES, TURN RIGHT AND GO EAST THEN SOUTHEAST FOR 0.1 MI (0.2
 AB3198'KM) TO A GATE AHEAD AND THE OFFICE BUILDING (WITH CONTROL TOWER ON
 AB3198'ROOF) ON THE RIGHT.  PASS THROUGH GATE, TURN RIGHT AND GO SOUTHEAST
 AB3198'ACROSS THE APRON, THEN CONNECTOR TAXIWAY FOR 0.2 MI (0.3 KM) TO
 AB3198'JUCTION OF THE PARALLEL TAXIWAY AND A EAST-WEST TAXIWAY, BEAR RIGHT
 AB3198'AND GO SOUTH ON THE PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM) TO A TAXIWAY
 AB3198'INTERSECTION AND THE STATION TO THE SOUTHWEST.  THE STATION IS 165.9
 AB3198'FT (50.6 M) WEST FROM THE NORTH-SOUTH PARALLEL TAXIWAY CENTER, 116.1
 AB3198'FT (35.4 M) SOUTH FROM THE EAST-WEST TAXIWAY CENTER, 82.6 FT (25.2 M)
 AB3198'NORTHEAST FROM THE NORTHEAST CORNER OF A 14 FT (4.3 M) X 5 FT (1.5 M)
 AB3198'CONCRETE STORM SEWER INLET, 75,5 FT SOUTHEAST OF A TAXIWAY LIGHT
 AB3198'(T8-28) AND 71.4 FT (21.8 M) SOUTHWEST OF A TAXIWAY LIGHT (T8-27) .
 AB3198'DRL.  THIS IS A PAC STATION.
 AB3198
 AB3198                          STATION RECOVERY (2001)
 AB3198
 AB3198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AB3198'RECOVERED  AS DESCRIBED.  CONTACT WARREN PERKINS, OPERATIONS
 AB3198'SPECIALIST, FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS
 AB3198'THROUGH LOCKED GATES.  PHONE 361-289-0171, EXT. 1222, FAX
 AB3198'361-289-0251.
 AB3198'AIRPORT BADGES AND AN ESCORT MAY BE REQUIRED.
 AB3198'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2788 ***********************************************************************
 AB2788  PACS        -  This is a Primary Airport Control Station.
 AB2788  DESIGNATION -  CRS A
 AB2788  PID         -  AB2788
 AB2788  STATE/COUNTY-  TX/NAVARRO
 AB2788  USGS QUAD   -  CORSICANA (1978)
 AB2788
 AB2788                         *CURRENT SURVEY CONTROL
 AB2788  ___________________________________________________________________
 AB2788* NAD 83(1993)-  32 01 49.18088(N)    096 23 59.64203(W)     ADJUSTED  
 AB2788* NAVD 88     -       134.72   (meters)     442.0    (feet)  GPS OBS   
 AB2788  ___________________________________________________________________
 AB2788  X           -    -603,301.540 (meters)                     COMP
 AB2788  Y           -  -5,378,638.671 (meters)                     COMP
 AB2788  Z           -   3,363,340.857 (meters)                     COMP
 AB2788  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AB2788  ELLIP HEIGHT-         109.21  (meters)          (10/24/00) GPS OBS
 AB2788  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AB2788
 AB2788  HORZ ORDER  -  B
 AB2788  ELLP ORDER  -  FOURTH    CLASS II
 AB2788
 AB2788.This mark is at C David Campbell Fld-Corsicana Muni (CRS Airport (CRS)
 AB2788
 AB2788.The horizontal coordinates were established by GPS observations
 AB2788.and adjusted by the National Geodetic Survey in February 1996..
 AB2788
 AB2788.The orthometric height was determined by GPS observations and a
 AB2788.high-resolution geoid model.
 AB2788
 AB2788.GPS derived orthometric heights for airport stations designated as
 AB2788.PACS or SACS are published to 2 decimal places.  This maintains
 AB2788.centimeter relative accuracy between the PACS and SACS.  It does
 AB2788.not indicate centimeter accuracy relative to other marks which are
 AB2788.part of the NAVD 88 network.
 AB2788
 AB2788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2788
 AB2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2788
 AB2788.The ellipsoidal height was determined by GPS observations
 AB2788.and is referenced to NAD 83.
 AB2788
 AB2788.The geoid height was determined by GEOID03.
 AB2788
 AB2788;                    North         East     Units Scale Factor Converg.
 AB2788;SPC TXNC     - 2,042,310.891   798,372.408   MT  1.00003012   +1 08 43.4
 AB2788;SPC TXNC     - 6,700,481.65  2,619,326.81   sFT  1.00003012   +1 08 43.4
 AB2788;UTM  14      - 3,546,753.558   745,549.558   MT  1.00034365   +1 22 46.9
 AB2788
 AB2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2788!SPC TXNC     -   0.99998285  x   1.00003012  =   1.00001297
 AB2788!UTM  14      -   0.99998285  x   1.00034365  =   1.00032650
 AB2788
 AB2788:                Primary Azimuth Mark                     Grid Az
 AB2788:SPC TXNC     -  CORPORT                                  143 32 39.0
 AB2788:UTM  14      -  CORPORT                                  143 18 35.5
 AB2788
 AB2788|---------------------------------------------------------------------|
 AB2788| PID    Reference Object                     Distance      Geod. Az  |
 AB2788|                                                           dddmmss.s |
 AB2788| CS3190 CORPORT                             APPROX. 0.6 KM 1444122.4 |
 AB2788|---------------------------------------------------------------------|
 AB2788
 AB2788                          SUPERSEDED SURVEY CONTROL
 AB2788
 AB2788  ELLIP H (02/20/96)  109.32   (m)                       GP(       ) 1 1
 AB2788
 AB2788.Superseded values are not recommended for survey control.
 AB2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2788.See file dsdata.txt to determine how the superseded data were derived.
 AB2788
 AB2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA4555046754(NAD 83)
 AB2788_MARKER: I = METAL ROD
 AB2788_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2788_STAMPING: CRS A 1994
 AB2788_MARK LOGO: NGS   
 AB2788_PROJECTION: FLUSH
 AB2788_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2788+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2788_ROD/PIPE-DEPTH: 7.9  meters
 AB2788_SLEEVE-DEPTH  : 0.90 meters
 AB2788
 AB2788  HISTORY     - Date     Condition        Report By
 AB2788  HISTORY     - 1994     MONUMENTED       NGS
 AB2788
 AB2788                          STATION DESCRIPTION
 AB2788
 AB2788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2788'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHEAST OF CORSICANA AT
 AB2788'THE CORSICANA MUNICIPAL AIRPORT, IN THE GRASS MEDIAN OF THE TAXI AND
 AB2788'RUNWAY ON THE SOUTHEAST SIDE OF A CONNECTOR.  OWNERSHIP--CITY OF
 AB2788'CORSICANA, P.O.  BOX 1133, CORSICANA TX 75151-1133.  PHONE
 AB2788'903-654-4847.  AIRPORT MANAGER IS RAY MCNEIL.  TO REACH FROM THE
 AB2788'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 45 AND U.S.  HIGHWAY
 AB2788'287 AT THE SOUTHEAST SIDE OF CORSICANA, GO SOUTHEAST ON HIGHWAY 287
 AB2788'FOR 5.7 KM (3.55 MI) TO A PAVED Y-JUNCTION RIGHT AT THE CORSICANA CITY
 AB2788'LIMITS.  BEAR RIGHT, SOUTHEAST, FOR 0.4 KM (0.25 MI) TO A CROSSROAD.
 AB2788'CONTINUE AHEAD, SOUTHEAST, ON THE CONCRETE ROAD FOR 1.1 KM (0.70 MI)
 AB2788'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTHWEST, ON
 AB2788'THE ENTRANCE ROAD FOR 0.06 KM (0.05 MI) TO A ROAD AROUND THE SOUTHEAST
 AB2788'SIDE OF THE ADMINISTRATION BUILDING AT THE APRON.  CONTINUE AHEAD,
 AB2788'SOUTHWEST, ACROSS APRON FOR 0.06 KM (0.05 MI) TO THE PARALLEL TAXI.
 AB2788'TURN RIGHT, NORTHWEST, ALONG TAXI FOR 0.55 KM (0.35 MI) TO THE STATION
 AB2788'ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS
 AB2788'STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A
 AB2788'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH
 AB2788'THE GROUND.  IT IS 34.3 M (112.5 FT) SOUTHEAST OF THE CENTER OF A
 AB2788'CONNECTOR, 24.8 M (81.4 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE
 AB2788'RUNWAY, 22.7 M (74.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AB2788'CONNECTOR TAXI SIGN, 13.4 M (44.0 FT) SOUTHWEST OF THE CENTER OF THE
 AB2788'TAXI, AND 0.25 M (0.82 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 AB2788'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2289 ***********************************************************************
 BL2289  DESIGNATION -  CRUTCHFIELD
 BL2289  PID         -  BL2289
 BL2289  STATE/COUNTY-  TX/GRIMES
 BL2289  USGS QUAD   -  SINGLETON (1961)
 BL2289
 BL2289                         *CURRENT SURVEY CONTROL
 BL2289  ___________________________________________________________________
 BL2289* NAD 83(1993)-  30 40 58.29692(N)    095 57 26.20090(W)     ADJUSTED  
 BL2289* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 BL2289  ___________________________________________________________________
 BL2289  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BL2289  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BL2289
 BL2289  HORZ ORDER  -  FIRST
 BL2289
 BL2289.The horizontal coordinates were established by classical geodetic methods
 BL2289.and adjusted by the National Geodetic Survey in February 1996..
 BL2289
 BL2289.The orthometric height was scaled from a topographic map.
 BL2289
 BL2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2289
 BL2289.The geoid height was determined by GEOID03.
 BL2289
 BL2289;                    North         East     Units Scale Factor Converg.
 BL2289;SPC TX C     - 3,120,895.882 1,119,157.376   MT  0.99989710   +2 15 14.1
 BL2289;SPC TX C     -10,239,139.24  3,671,768.82   sFT  0.99989710   +2 15 14.1
 BL2289;UTM  15      - 3,398,188.739   216,689.602   MT  1.00059027   -1 30 36.2
 BL2289;UTM  14      - 3,398,407.746   791,499.680   MT  1.00064835   +1 33 13.5
 BL2289
 BL2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2289!SPC TX C     -   0.99998206  x   0.99989710  =   0.99987916
 BL2289!UTM  15      -   0.99998206  x   1.00059027  =   1.00057232
 BL2289!UTM  14      -   0.99998206  x   1.00064835  =   1.00063040
 BL2289
 BL2289:                Primary Azimuth Mark                     Grid Az
 BL2289:SPC TX C     -  BEDIAS KERR GINNING CO TANK              002 52 31.0
 BL2289:UTM  15      -  BEDIAS KERR GINNING CO TANK              006 38 21.3
 BL2289:UTM  14      -  BEDIAS KERR GINNING CO TANK              003 34 31.6
 BL2289
 BL2289|---------------------------------------------------------------------|
 BL2289| PID    Reference Object                     Distance      Geod. Az  |
 BL2289|                                                           dddmmss.s |
 BL2289| BL2290 BEDIAS KERR GINNING CO TANK         APPROX.10.5 KM 0050745.1 |
 BL2289| CV8322 CRUTCHFIELD RM 1                     48.658 METERS 01329     |
 BL2289| CV8323 CRUTCHFIELD RM 2                     27.645 METERS 08915     |
 BL2289| BM0945 MESA                                APPROX.15.0 KM 2700328.6 |
 BL2289| CV8321 CRUTCHFIELD AZ MK                                  3420134.4 |
 BL2289|---------------------------------------------------------------------|
 BL2289
 BL2289                          SUPERSEDED SURVEY CONTROL
 BL2289
 BL2289  NAD 83(1986)-  30 40 58.30993(N)    095 57 26.18271(W) AD(       ) 1
 BL2289  NAD 27      -  30 40 57.60600(N)    095 57 25.35300(W) AD(       ) 1
 BL2289
 BL2289.Superseded values are not recommended for survey control.
 BL2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2289.See file dsdata.txt to determine how the superseded data were derived.
 BL2289
 BL2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1669098189(NAD 83)
 BL2289_MARKER: DS = TRIANGULATION STATION DISK
 BL2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2289
 BL2289  HISTORY     - Date     Condition        Report By
 BL2289  HISTORY     - 1935     MONUMENTED       CGS
 BL2289  HISTORY     - 1937     GOOD             TXHD
 BL2289  HISTORY     - 19991102 GOOD             USPSQD
 BL2289
 BL2289                          STATION DESCRIPTION
 BL2289
 BL2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2289'THIS STATION IS ABOUT 2 MILES NE OF SINGLETON, 6 MILES S
 BL2289'OF BEDIAS, AND 6 MILES N OF ROANS PRAIRIE, ON LINE BETWEEN
 BL2289'KEY ESTATE ON THE N AND J.C. CRUTCHFIELD ON THE S.  STATION
 BL2289'IS 1 FOOT S OF THE FENCE LINE AT THE N EDGE OF WOODS AND
 BL2289'S EDGE OF CLEARING, 77 FEET W OF 2-FOOT BLAZED OAK TREE,
 BL2289'36 FEET W OF GATE IN FENCE, 20 FEET N OF 2-1/2 FOOT OAK
 BL2289'TREE.  MARK PROJECTS 6 INCHES.
 BL2289'
 BL2289'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2289'BRONZE DISKS SET IN CONCRETE.
 BL2289'
 BL2289'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 58 FEET SE OF
 BL2289'OLD CHIMNEY AT RUINS OF HOUSE, 50 FEET NW OF 2 1/2-FOOT
 BL2289'OAK TREE, 6 FEET W OF 1 1/2-FOOT OAK TREE.  MARK PROJECTS
 BL2289'12 INCHES.  REFERENCE MARK NO. 2 IS E OF THE STATION, 1 FOOT
 BL2289'S OF FENCE LINE, 45 FEET E OF GATE, 33 FEET N OF BLAZED
 BL2289'TREE.  MARK PROJECTS 8 INCHES.
 BL2289'
 BL2289'AZIMUTH MARK IS NNW OF THE STATION, AT THE N EDGE OF THE
 BL2289'CLEARING 10 FEET SE OF 2-FOOT OAK.  MARK PROJECTS 6 INCHES.
 BL2289'
 BL2289'TO REACH STATION FROM SINGLETON, GO E, MAIN STREET ACROSS
 BL2289'RAILROAD TRACKS, 0.45 MILE TO T-ROAD, THENCE LEFT, 1.2 MILES
 BL2289'TO FORK AT SCHOOLHOUSE, THENCE RIGHT FORK 0.1 MILE TO CREEK
 BL2289'BED, THENCE LEFT ALONG BOTTOM OF DAM, 0.35 MILE TO OPEN
 BL2289'FIELD AND FORKS, TAKE RIGHT FORK 0.2 MILE TO FORK, THENCE
 BL2289'LEFT FORK, 0.2 MILE TO GATE IN FENCE AND STATION ON LEFT.
 BL2289'
 BL2289'A 77-FOOT TOWER WAS USED.
 BL2289'
 BL2289'ALL LIGHTS COME INTO VIEW AT 45 FEET.
 BL2289
 BL2289                          STATION RECOVERY (1937)
 BL2289
 BL2289'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2289'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BL2289'AZIMUTH MARK NOT VISITED.  TO REACH STATION FROM SINGLETON
 BL2289'GO E ON MAIN STREET ACROSS RAILROAD TRACK 0.45 MILE TO A T-ROAD,
 BL2289'THENCE LEFT 1.2 MILES TO SCHOOLHOUSE ON RIGHT AND FARMHOUSE
 BL2289'ON LEFT, TAKE LEFT FORK FOR 0.15 MILE TO CREEK AND FOLLOW
 BL2289'ALONG THE BASE OF DAM.  AT N END OF DAM PICK UP SANDY WOOD
 BL2289'ROAD AND GO 0.50 MILE TO A GAP IN FENCE, FOLLOW MAIN-TRAVELED
 BL2289'ROAD (SANDY) FOR 0.30 MILE TO A DIM FORK.  TAKE LEFT FORK
 BL2289'(VERY DIM) AND FOLLOW TRAIL 0.20 MILE TO STONE CHIMNEY AND
 BL2289'STATION.
 BL2289
 BL2289                          STATION RECOVERY (1999)
 BL2289
 BL2289'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0764 ***********************************************************************
 AO0764  DESIGNATION -  CRYSTAIR
 AO0764  PID         -  AO0764
 AO0764  STATE/COUNTY-  TX/ZAVALA
 AO0764  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0764
 AO0764                         *CURRENT SURVEY CONTROL
 AO0764  ___________________________________________________________________
 AO0764* NAD 83(1993)-  28 41 45.54126(N)    099 49 07.92540(W)     ADJUSTED  
 AO0764* NAVD 88     -       187.5    (meters)     615.     (feet)  VERTCON   
 AO0764  ___________________________________________________________________
 AO0764  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AO0764  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AO0764
 AO0764  HORZ ORDER  -  FIRST
 AO0764
 AO0764.This mark is at Crystal City Airport (20R)
 AO0764
 AO0764.The horizontal coordinates were established by classical geodetic methods
 AO0764.and adjusted by the National Geodetic Survey in February 1996..
 AO0764
 AO0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0764
 AO0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0764
 AO0764.The geoid height was determined by GEOID03.
 AO0764
 AO0764;                    North         East     Units Scale Factor Converg.
 AO0764;SPC TXSC     - 4,095,886.616   519,984.688   MT  0.99992495   -0 24 04.2
 AO0764;SPC TXSC     -13,437,921.34  1,705,983.10   sFT  0.99992495   -0 24 04.2
 AO0764;UTM  14      - 3,174,578.455   420,008.560   MT  0.99967896   -0 23 35.6
 AO0764
 AO0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0764!SPC TXSC     -   0.99997424  x   0.99992495  =   0.99989919
 AO0764!UTM  14      -   0.99997424  x   0.99967896  =   0.99965321
 AO0764
 AO0764|---------------------------------------------------------------------|
 AO0764| PID    Reference Object                     Distance      Geod. Az  |
 AO0764|                                                           dddmmss.s |
 AO0764| CV4659 CRYSTAIR RM 1                        29.495 METERS 07902     |
 AO0764| CV4660 CRYSTAIR RM 2                        14.598 METERS 17722     |
 AO0764| CV4658 CRYSTAIR AZ MK                                     1903611.5 |
 AO0764|---------------------------------------------------------------------|
 AO0764
 AO0764                          SUPERSEDED SURVEY CONTROL
 AO0764
 AO0764  NAD 83(1986)-  28 41 45.53818(N)    099 49 07.90360(W) AD(       ) 1
 AO0764  NAD 27      -  28 41 44.61424(N)    099 49 06.70633(W) AD(       ) 1
 AO0764  NGVD 29 (07/19/86)  187.4    (m)          615.     (f) VERT ANG       
 AO0764
 AO0764.Superseded values are not recommended for survey control.
 AO0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0764.See file dsdata.txt to determine how the superseded data were derived.
 AO0764
 AO0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS2000974578(NAD 83)
 AO0764_MARKER: DS = TRIANGULATION STATION DISK
 AO0764_SETTING: 0 = UNSPECIFIED SETTING
 AO0764
 AO0764  HISTORY     - Date     Condition        Report By
 AO0764  HISTORY     - 1971     MONUMENTED       NGS
 AO0764  HISTORY     - 19970802 GOOD             USPSQD
 AO0764  HISTORY     - 20010823 GOOD             USPSQD
 AO0764
 AO0764                          STATION DESCRIPTION
 AO0764
 AO0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0764'THE STATION IS ABOUT 1-1/4 MILES NORTH AND 1/2 MILE EAST OF THE
 AO0764'DOWNTOWN BUSINESS SECTION OF CRYSTAL CITY, AT THE CRYSTAL CITY
 AO0764'AIRFIELD AND UNDER THE TOWER SUPPORTING THE AIRPORT BEACON.  THE
 AO0764'AIRPORT IS OWNED BY THE CITY AND MR. FRANCISCO RODRIQUEZ, JUNIOR,
 AO0764'CITY MANAGER OF CRYSTAL CITY GAVE PERMISSION.  HE CAN BE CONTACTED AT
 AO0764'CITY HALL WHICH IS JUST WEST OF THE COURT HOUSE.
 AO0764'
 AO0764'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROADS 582, 1433
 AO0764'AND 7TH AVENUE AT THE HIGH SCHOOL IN THE NORTHEAST PART OF CRYSTAL
 AO0764'CITY, GO NORTHWEST ON 7TH AVENUE FOR 0.4 MILE TO EAST JACKSON
 AO0764'STREET ON RIGHT.  TURN RIGHT AND GO NORTH-NORTHEAST AND NORTHEAST
 AO0764'ON EAST JACKSON STREET PASSING THE ELEMENTARY SCHOOL FOR 0.25
 AO0764'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTHWEST FOR 0.05 MILE
 AO0764'TO WHERE THE ROAD TURNS RIGHT.  TURN RIGHT AND GO NORTHEAST AND
 AO0764'EAST FOR 0.2 MILE TO THE STATION ON RIGHT.
 AO0764'
 AO0764'STATION MARK A STANDARD DISK STAMPED CRYSTAIR 1971, IS CEMENTED IN
 AO0764'A DRILL HOLE IN THE CENTER OF A 9.5 BY 9.5 FEET CONCRETE FOUNDATION
 AO0764'THAT SUPPORTS THE BEACON TOWER.
 AO0764'
 AO0764'REFERENCE MARK 1, A STANDARD DISK STAMPED CRYSTAIR NO 1 1971, IS SET
 AO0764'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AO0764'WITH THE GROUND SURFACE.  IT IS 26 FEET NORTHEAST OF THE CENTER OF
 AO0764'A ROAD, 8.7 FEET SOUTHWEST OF A CABLE FENCE AND 2.3 FEET NORTHWEST
 AO0764'OF A POWER LINE POLE.  THE MARK IS ABOUT THE SAME ELEVATION AS THE
 AO0764'STATION.
 AO0764'
 AO0764'REFERENCE MARK 2, A STANDARD DISK STAMPED CRYSTAIR NO 2 1971, IS
 AO0764'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 AO0764'FLUSH WITH THE GROUND SURFACE.  IT IS 88 FEET SOUTHWEST OF THE
 AO0764'CENTER OF THE ROAD, 42.3 FEET SOUTH OF THE SOUTHWEST LEG OF THE
 AO0764'BEACON TOWER, 1.5 FEET NORTH OF A POWER LINE BRACE POLE AND ABOUT THE
 AO0764'SAME ELEVATION AS THE STATION.
 AO0764'
 AO0764'AZIMUTH MARK, A STANDARD DISK STAMPED CRYSTAIR 1971, IS SET IN THE
 AO0764'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 AO0764'INCHES ABOVE THE GROUND SURFACE.  IT IS 164 FEET NORTHWEST OF THE
 AO0764'CENTER OF A GRAVELED ROAD, 28 FEET SOUTHWEST OF A CENTER OF A
 AO0764'GRAVELED ROAD AND 2.5 FEET NORTHWEST OF A POWER LINE POLE.
 AO0764'
 AO0764'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST, SOUTHWEST AND
 AO0764'SOUTHEAST FOR 0.25 MILE TO AN OFFSET CROSSROAD.  TURN LEFT AND GO
 AO0764'EAST-SOUTHEAST ON GRAVELED ROAD FOR 0.2 MILE TO MARK ON RIGHT.
 AO0764'
 AO0764'THIS MAST HAS BEEN DISMANTLED.
 AO0764
 AO0764                          STATION RECOVERY (1997)
 AO0764
 AO0764'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0764'RECOVERED IN GOOD CONDITION.
 AO0764
 AO0764                          STATION RECOVERY (2001)
 AO0764
 AO0764'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0767 ***********************************************************************
 AO0767  DESIGNATION -  CRYSTAL CITY CABLE VISION MAST
 AO0767  PID         -  AO0767
 AO0767  STATE/COUNTY-  TX/DIMMIT
 AO0767  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0767
 AO0767                         *CURRENT SURVEY CONTROL
 AO0767  ___________________________________________________________________
 AO0767* NAD 83(1993)-  28 37 38.94743(N)    099 50 37.85716(W)     ADJUSTED  
 AO0767* NAVD 88     -                                                        
 AO0767  ___________________________________________________________________
 AO0767  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AO0767  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AO0767
 AO0767  HORZ ORDER  -  THIRD
 AO0767
 AO0767.The horizontal coordinates were established by classical geodetic methods
 AO0767.and adjusted by the National Geodetic Survey in February 1996..
 AO0767
 AO0767
 AO0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0767
 AO0767.The geoid height was determined by GEOID03.
 AO0767
 AO0767;                    North         East     Units Scale Factor Converg.
 AO0767;SPC TXSC     - 4,088,313.005   517,488.946   MT  0.99993888   -0 24 48.3
 AO0767;SPC TXSC     -13,413,073.58  1,697,794.98   sFT  0.99993888   -0 24 48.3
 AO0767;UTM  14      - 3,167,006.368   417,514.569   MT  0.99968396   -0 24 15.6
 AO0767
 AO0767                          SUPERSEDED SURVEY CONTROL
 AO0767
 AO0767  NAD 83(1986)-  28 37 38.94416(N)    099 50 37.83497(W) AD(       ) 4
 AO0767  NAD 27      -  28 37 38.01276(N)    099 50 36.63548(W) AD(       ) 3
 AO0767
 AO0767.Superseded values are not recommended for survey control.
 AO0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0767.See file dsdata.txt to determine how the superseded data were derived.
 AO0767
 AO0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1751567006(NAD 83)
 AO0767_MARKER: 42 = RADIO/TV MAST
 AO0767
 AO0767  HISTORY     - Date     Condition        Report By
 AO0767  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0767
 AO0767                          STATION DESCRIPTION
 AO0767
 AO0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0767'THE STATION, CRYSTAL CITY CABLE VISION MAST, IS THE LIGHT ATOP A
 AO0767'TRIANGULAR STEEL, GUYED MAST, PAINTED ALTERNATELY RED AND WHITE AND
 AO0767'HAS TWO ANTENNAS ON TOP, A MICROWAVE REFLECTOR MOUNTED ON SIDE OF
 AO0767'IT.  IT HAS AN OVERALL HEIGHT OF 140 FEET AND IS OWNED BY WINTER
 AO0767'GARDEN CABLE TELEVISION OF CRYSTAL CITY.
 AO0767'
 AO0767'THE STATION IS LOCATED ABOUT 4 MILES SOUTH AND 1 MILE WEST OF CRYSTAL
 AO0767'CITY AND IN THE SOUTHWEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 83
 AO0767'AND FARM ROAD 1407.
 AO0767'
 AO0767'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83, FARM ROADS
 AO0767'65 AND 393 IN THE NORTH EDGE OF CRYSTAL CITY, GO SOUTHWEST AND SOUTH
 AO0767'ON U.S. HIGHWAY 83 FOR 4.6 MILES TO THE JUNCTION OF FARM ROAD 1407
 AO0767'AND STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0766 ***********************************************************************
 AO0766  DESIGNATION -  CRYSTAL CITY FIRST BAP CH SP
 AO0766  PID         -  AO0766
 AO0766  STATE/COUNTY-  TX/ZAVALA
 AO0766  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0766
 AO0766                         *CURRENT SURVEY CONTROL
 AO0766  ___________________________________________________________________
 AO0766* NAD 83(1993)-  28 40 41.47673(N)    099 49 55.92857(W)     ADJUSTED  
 AO0766* NAVD 88     -                                                        
 AO0766  ___________________________________________________________________
 AO0766  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AO0766  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AO0766
 AO0766  HORZ ORDER  -  THIRD
 AO0766
 AO0766.The horizontal coordinates were established by classical geodetic methods
 AO0766.and adjusted by the National Geodetic Survey in February 1996..
 AO0766
 AO0766
 AO0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0766
 AO0766.The geoid height was determined by GEOID03.
 AO0766
 AO0766;                    North         East     Units Scale Factor Converg.
 AO0766;SPC TXSC     - 4,093,923.699   518,667.730   MT  0.99992844   -0 24 27.7
 AO0766;SPC TXSC     -13,431,481.34  1,701,662.38   sFT  0.99992844   -0 24 27.7
 AO0766;UTM  14      - 3,172,615.834   418,692.205   MT  0.99968158   -0 23 57.8
 AO0766
 AO0766                          SUPERSEDED SURVEY CONTROL
 AO0766
 AO0766  NAD 83(1986)-  28 40 41.47355(N)    099 49 55.90662(W) AD(       ) 4
 AO0766  NAD 27      -  28 40 40.54782(N)    099 49 54.70788(W) AD(       ) 3
 AO0766
 AO0766.Superseded values are not recommended for survey control.
 AO0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0766.See file dsdata.txt to determine how the superseded data were derived.
 AO0766
 AO0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1869272616(NAD 83)
 AO0766_MARKER: 90 = CHURCH SPIRE
 AO0766
 AO0766  HISTORY     - Date     Condition        Report By
 AO0766  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0766  HISTORY     - 19970802 GOOD             USPSQD
 AO0766  HISTORY     - 20010823 GOOD             USPSQD
 AO0766
 AO0766                          STATION DESCRIPTION
 AO0766
 AO0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0766'THE STATION, CRYSTAL CITY FIRST BAPTIST CHURCH SPIRE, IS THE APEX OF
 AO0766'OF THE SPIRE ATOP THE BEIGE BRICK CHURCH BUILDING THAT HAS AN
 AO0766'OVERALL HEIGHT OF 75 FEET.  THE SPIRE IS PAINTED BLACK AND IS OWNED
 AO0766'BY THE FIRST BAPTIST CHURCH CONGREGATION.
 AO0766'
 AO0766'THE STATION IS LOCATED IN THE WEST SECTION OF CRYSTAL CITY, AT 312
 AO0766'WEST UVALDE STREET AND IS BETWEEN NORTH B AND NORTH C AVENUE.
 AO0766
 AO0766                          STATION RECOVERY (1997)
 AO0766
 AO0766'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0766'RECOVERED IN GOOD CONDITION.
 AO0766
 AO0766                          STATION RECOVERY (2001)
 AO0766
 AO0766'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0765 ***********************************************************************
 AO0765  DESIGNATION -  CRYSTAL CITY MUN TANK
 AO0765  PID         -  AO0765
 AO0765  STATE/COUNTY-  TX/ZAVALA
 AO0765  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0765
 AO0765                         *CURRENT SURVEY CONTROL
 AO0765  ___________________________________________________________________
 AO0765* NAD 83(1993)-  28 41 10.93977(N)    099 49 49.77789(W)     ADJUSTED  
 AO0765* NAVD 88     -                                                        
 AO0765  ___________________________________________________________________
 AO0765  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AO0765  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AO0765
 AO0765  HORZ ORDER  -  THIRD
 AO0765
 AO0765.The horizontal coordinates were established by classical geodetic methods
 AO0765.and adjusted by the National Geodetic Survey in February 1996..
 AO0765
 AO0765
 AO0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0765
 AO0765.The geoid height was determined by GEOID03.
 AO0765
 AO0765;                    North         East     Units Scale Factor Converg.
 AO0765;SPC TXSC     - 4,094,829.480   518,841.144   MT  0.99992682   -0 24 24.7
 AO0765;SPC TXSC     -13,434,453.05  1,702,231.32   sFT  0.99992682   -0 24 24.7
 AO0765;UTM  14      - 3,173,521.418   418,865.446   MT  0.99968124   -0 23 55.2
 AO0765
 AO0765                          SUPERSEDED SURVEY CONTROL
 AO0765
 AO0765  NAD 83(1986)-  28 41 10.93660(N)    099 49 49.75595(W) AD(       ) 4
 AO0765  NAD 27      -  28 41 10.01170(N)    099 49 48.55782(W) AD(       ) 3
 AO0765
 AO0765.Superseded values are not recommended for survey control.
 AO0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0765.See file dsdata.txt to determine how the superseded data were derived.
 AO0765
 AO0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1886573521(NAD 83)
 AO0765_MARKER: 53 = ELEVATED TANK
 AO0765
 AO0765  HISTORY     - Date     Condition        Report By
 AO0765  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0765  HISTORY     - 19970412 GOOD             USPSQD
 AO0765  HISTORY     - 20010823 GOOD             USPSQD
 AO0765
 AO0765                          STATION DESCRIPTION
 AO0765
 AO0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0765'THE STATION, CRYSTAL CITY MUNICIPAL WATER TANK IS THE FINIAL ATOP AN
 AO0765'ELEVATED TANK THAT IS PAINTED SILVER AND IS SUPPORTED BY 6 LEGS.  IT
 AO0765'HAS AN OVERALL HEIGHT OF APPROXIMATELY 175 FEET AND IS OWNED BY THE
 AO0765'CITY OF CRYSTAL CITY.
 AO0765'
 AO0765'THE STATION IS LOCATED IN THE NORTH SECTION OF CRYSTAL CITY, 200 FEET
 AO0765'NORTH OF THE JUNCTION OF NORTH FIRST AVENUE (FARM ROAD 65) AND EAST
 AO0765'SABINE STREET.
 AO0765
 AO0765                          STATION RECOVERY (1997)
 AO0765
 AO0765'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0765'RECOVERED IN GOOD CONDITION.
 AO0765
 AO0765                          STATION RECOVERY (2001)
 AO0765
 AO0765'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0872 ***********************************************************************
 FM0872  DESIGNATION -  CT 35 USE 1953
 FM0872  PID         -  FM0872
 FM0872  STATE/COUNTY-  TX/OLDHAM
 FM0872  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0872
 FM0872                         *CURRENT SURVEY CONTROL
 FM0872  ___________________________________________________________________
 FM0872* NAD 83(1993)-  35 36 17.00270(N)    102 22 16.40252(W)     ADJUSTED  
 FM0872* NAVD 88     -      1094.     (meters)    3589.     (feet)  VERTCON   
 FM0872  ___________________________________________________________________
 FM0872  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 FM0872  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 FM0872
 FM0872  HORZ ORDER  -  SECOND
 FM0872
 FM0872.The horizontal coordinates were established by classical geodetic methods
 FM0872.and adjusted by the National Geodetic Survey in February 1996..
 FM0872
 FM0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0872
 FM0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0872
 FM0872.The geoid height was determined by GEOID03.
 FM0872
 FM0872;                    North         East     Units Scale Factor Converg.
 FM0872;SPC TX N     - 1,178,371.014   121,064.842   MT  0.99991617   -0 30 17.7
 FM0872;SPC TX N     - 3,866,038.90    397,193.57   sFT  0.99991617   -0 30 17.7
 FM0872;UTM  13      - 3,943,289.583   738,129.238   MT  1.00029883   +1 31 52.2
 FM0872
 FM0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0872!SPC TX N     -   0.99983240  x   0.99991617  =   0.99974858
 FM0872!UTM  13      -   0.99983240  x   1.00029883  =   1.00013118
 FM0872
 FM0872                          SUPERSEDED SURVEY CONTROL
 FM0872
 FM0872  NAD 83(1993)-  35 36 17.00408(N)    102 22 16.39948(W) AD(       ) 2
 FM0872  NAD 83(1986)-  35 36 17.01046(N)    102 22 16.39328(W) AD(       ) 2
 FM0872  NAD 27      -  35 36 16.85200(N)    102 22 14.68000(W) AD(       ) 2
 FM0872  NGVD 29 (07/19/86) 1093.     (m)         3586.     (f) VERT ANG       
 FM0872
 FM0872.Superseded values are not recommended for survey control.
 FM0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0872.See file dsdata.txt to determine how the superseded data were derived.
 FM0872
 FM0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3812943290(NAD 83)
 FM0872_MARKER: DD = SURVEY DISK
 FM0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0872+STABILITY: SURFACE MOTION
 FM0872
 FM0872  HISTORY     - Date     Condition        Report By
 FM0872  HISTORY     - 1953     MONUMENTED       USE
 FM0872
 FM0872                          STATION DESCRIPTION
 FM0872
 FM0872'DESCRIBED BY US ENGINEERS 1953 (WRH)
 FM0872'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH SOUTHWEST OF
 FM0872'CHANNING, ABOUT 0.9 MILE NORTHWEST OF THE MURDO RAILROAD
 FM0872'SIDING, AND ABOUT 1 MILE NORTH OF THE CANADIAN CATTLE COMPANY
 FM0872'RANCH BUILDINGS.
 FM0872'
 FM0872'THE STATION IS A STANDARD U.S. DEPARTMENT OF ENGINEERS DISK
 FM0872'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 FM0872'4 INCHES, AND STAMPED CT 35.  IT IS ABOUT 0.3 MILE WEST
 FM0872'NORTHWEST OF STATION MURDO.  THE CENTER OF THE MARK WAS
 FM0872'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1506 ***********************************************************************
 AH1506  DESIGNATION -  CUATITAS WINDMILL
 AH1506  PID         -  AH1506
 AH1506  STATE/COUNTY-  TX/KLEBERG
 AH1506  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH1506
 AH1506                         *CURRENT SURVEY CONTROL
 AH1506  ___________________________________________________________________
 AH1506* NAD 83(1993)-  27 29 56.24009(N)    097 38 46.15430(W)     ADJUSTED  
 AH1506* NAVD 88     -                                                        
 AH1506  ___________________________________________________________________
 AH1506  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AH1506  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH1506
 AH1506  HORZ ORDER  -  THIRD
 AH1506
 AH1506.The horizontal coordinates were established by classical geodetic methods
 AH1506.and adjusted by the National Geodetic Survey in February 1996..
 AH1506
 AH1506
 AH1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1506
 AH1506.The geoid height was determined by GEOID03.
 AH1506
 AH1506;                    North         East     Units Scale Factor Converg.
 AH1506;SPC TX S     - 5,203,290.191   384,364.801   MT  0.99993241   +0 23 15.5
 AH1506;SPC TX S     -17,071,127.90  1,261,036.85   sFT  0.99993241   +0 23 15.5
 AH1506;UTM  14      - 3,042,430.742   633,731.362   MT  0.99982076   +0 37 30.7
 AH1506
 AH1506                          SUPERSEDED SURVEY CONTROL
 AH1506
 AH1506  NAD 83(1986)-  27 29 56.25122(N)    097 38 46.12978(W) AD(       ) 4
 AH1506  NAD 27      -  27 29 55.11800(N)    097 38 45.14700(W) AD(       ) 3
 AH1506
 AH1506.Superseded values are not recommended for survey control.
 AH1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1506.See file dsdata.txt to determine how the superseded data were derived.
 AH1506
 AH1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3373142431(NAD 83)
 AH1506_MARKER: 66 = WINDMILL
 AH1506
 AH1506  HISTORY     - Date     Condition        Report By
 AH1506  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1506
 AH1506                          STATION DESCRIPTION
 AH1506
 AH1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1506'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 13-1/2 MILES
 AH1506'EAST OF KINGSVILLE, ABOUT 8-1/2 MILES WSW OF LAURELES, ABOUT
 AH1506'2 MILES SOUTH OF THE MAIN KINGSVILLE-LAURELES ROAD, ABOUT
 AH1506'1-3/4 MILES SW OF NAVY LANDING FIELD NO. 25 (ABANDONED), ON
 AH1506'THE NORTH SIDE OF AN EARTHEN WATER RESERVOIR, 29 FT. EAST OF
 AH1506'THE SE CORNER OF A SMALL WATER TROUGH, AND 13 FT. NORTH OF A
 AH1506'FENCE.
 AH1506'
 AH1506'STATION IS TOP CENTER OF WOODEN WINDMILL TOWER ABOUT 25 FT.
 AH1506'HIGH.
 AH1506'
 AH1506'(CUATITAS MEANS SMALL FEMALE TWINS.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3089 ***********************************************************************
 CS3089  DESIGNATION -  CUBA
 CS3089  PID         -  CS3089
 CS3089  STATE/COUNTY-  TX/JOHNSON
 CS3089  USGS QUAD   -  CLEBURNE EAST (1978)
 CS3089
 CS3089                         *CURRENT SURVEY CONTROL
 CS3089  ___________________________________________________________________
 CS3089* NAD 83(1993)-  32 18 50.69058(N)    097 16 10.75398(W)     ADJUSTED  
 CS3089* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 CS3089  ___________________________________________________________________
 CS3089  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 CS3089  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CS3089
 CS3089  HORZ ORDER  -  THIRD
 CS3089
 CS3089.The horizontal coordinates were established by classical geodetic methods
 CS3089.and adjusted by the National Geodetic Survey in February 1996..
 CS3089
 CS3089.The orthometric height was scaled from a topographic map.
 CS3089
 CS3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3089
 CS3089.The geoid height was determined by GEOID03.
 CS3089
 CS3089;                    North         East     Units Scale Factor Converg.
 CS3089;SPC TXNC     - 2,072,471.431   715,853.333   MT  0.99995484   +0 40 15.7
 CS3089;SPC TXNC     - 6,799,433.35  2,348,595.48   sFT  0.99995484   +0 40 15.7
 CS3089;UTM  14      - 3,576,565.128   662,891.533   MT  0.99992721   +0 55 30.6
 CS3089
 CS3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3089!SPC TXNC     -   0.99996457  x   0.99995484  =   0.99991941
 CS3089!UTM  14      -   0.99996457  x   0.99992721  =   0.99989179
 CS3089
 CS3089|---------------------------------------------------------------------|
 CS3089| PID    Reference Object                     Distance      Geod. Az  |
 CS3089|                                                           dddmmss.s |
 CS3089| CX9377 CUBA RM 1                            34.900 METERS 17608     |
 CS3089| CS3093 CUBA RM 3                            60.473 METERS 27913     |
 CS3089| CS3094 CUBA 1948 AZ MK 1977                445.694 METERS 3015027.0 |
 CS3089| CX9378 CUBA RM 2                            46.769 METERS 31023     |
 CS3089|---------------------------------------------------------------------|
 CS3089
 CS3089                          SUPERSEDED SURVEY CONTROL
 CS3089
 CS3089  NAD 83(1986)-  32 18 50.69606(N)    097 16 10.73435(W) AD(       ) 3
 CS3089  NAD 27      -  32 18 50.17400(N)    097 16 09.68500(W) AD(       ) 3
 CS3089
 CS3089.Superseded values are not recommended for survey control.
 CS3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3089.See file dsdata.txt to determine how the superseded data were derived.
 CS3089
 CS3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6289276565(NAD 83)
 CS3089_MARKER: DS = TRIANGULATION STATION DISK
 CS3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3089
 CS3089  HISTORY     - Date     Condition        Report By
 CS3089  HISTORY     - 1948     MONUMENTED       CGS
 CS3089  HISTORY     - 1953     GOOD             CGS
 CS3089  HISTORY     - 1977     GOOD             NGS
 CS3089  HISTORY     - 19940325 GOOD             USPSQD
 CS3089
 CS3089                          STATION DESCRIPTION
 CS3089
 CS3089'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3089'STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF CLEBURNE,
 CS3089'6 MILES NORTHWEST OF GRANDVIEW AND ON THE RIGHT-OF-WAY OF FARM
 CS3089'HIGHWAY 110.  IT IS 38 FEET NORTHEAST OF THE APPROXIMATE
 CS3089'CENTERLINE OF THE HIGHWAY, 17 FEET SOUTHWEST OF A TELEPHONE
 CS3089'POLE AND 15 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 CS3089'PROJECTS 3 INCHES AND THE DISK IS STAMPED CUBA 1948.
 CS3089'
 CS3089'REFERENCE MARK NO. 1 IS 114.38 FEET SOUTHEAST OF THE STATION,
 CS3089'51 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY
 CS3089'AND 1 FOOT NORTHWEST OF A POWER-LINE POLE.  THE MARK PROJECTS
 CS3089'4 INCHES AND THE DISK IS STAMPED CUBA NO 1 1948.
 CS3089'
 CS3089'REFERENCE MARK NO. 2 IS 153.35 FEET NORTHWEST OF THE STATION,
 CS3089'51 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY
 CS3089'AND 1 FOOT SOUTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 CS3089'6 INCHES AND THE DISK IS STAMPED CUBA NO 2 1948.
 CS3089'
 CS3089'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, 62 FEET
 CS3089'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 1.5
 CS3089'FEET SOUTHEAST OF A WHITE WITNESS POST AND 1.5 FEET NORTHEAST
 CS3089'OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE
 CS3089'DISK IS STAMPED CUBA 1948.
 CS3089'
 CS3089'THE STATION WAS REACHED FROM THE COURT HOUSE IN CLEBURNE BY
 CS3089'GOING EAST ON U.S. HIGHWAY 67 FOR 1.0 MILE TO A Y-INTERSECTION
 CS3089'WITH FARM HIGHWAY 110.  TURN RIGHT AND FOLLOW FARM HIGHWAY
 CS3089'110 IN A SOUTHEASTERLY DIRECTION FOR 5.9 MILES TO THE CUBA
 CS3089'SCHOOL HOUSE ON THE RIGHT.  CONTINUE ON THE HIGHWAY FOR 1.1
 CS3089'MILE TO THE STATION SITE ON THE RIGHT AS DESCRIBED ABOVE.
 CS3089'
 CS3089'THE AZIMUTH MARK MAY BE REACHED FROM THE STATION BY GOING
 CS3089'NORTHWEST ON FARM HIGHWAY 110 FOR 0.3 MILE TO THE MARK ON THE
 CS3089'RIGHT AS DESCRIBED ABOVE.
 CS3089'
 CS3089'A 90 FT. SIGNAL AT ORCHARD VISIBLE AT 30 FT.
 CS3089'
 CS3089'A 77 FT. SIGNAL AT PARKER VISIBLE AT 30 FEET.
 CS3089'
 CS3089'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS3089
 CS3089                          STATION RECOVERY (1953)
 CS3089
 CS3089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3089'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 CS3089'STATION IS AT A CROSSROADS AND THE STATION MARK IS IN THE
 CS3089'GRAVEL DRIVE LEADING TO THE SMALL NEW HOUSE.  IT IS A FLUSH
 CS3089'MARK.
 CS3089'
 CS3089'R.M. NO. 1 IS 1 FOOT WEST OF A FOUR WAY POWER POLE AND IS
 CS3089'25 FEET WEST OF THE CENTERLINE OF THE CROSS-ROAD.
 CS3089'
 CS3089'THE AZIMUTH MARK IS 2 FEET NORTH OF A POWER POLE AND 35 FEET
 CS3089'SOUTHEAST OF A FENCE CORNER.
 CS3089
 CS3089                          STATION RECOVERY (1977)
 CS3089
 CS3089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CS3089'THE STATION MARK WAS RECOVERED AND FOUND IN FAIR CONDITION.  THE
 CS3089'AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 CS3089'CONDITION.  THE STATION MARK WAS FOUND WITH PART OF THE DISK
 CS3089'REMOVED, THE STEM WITH THE TRIANGLE IS STILL IN PLACE.  THE MARK IT
 CS3089'SELF DOES NOT APPEAR TO HAVE BEEN DISTURBED.  THE MARK IS LOCATED
 CS3089'NEAR THE CENTER AND ABOUT 6-INCHES UNDER A GRAVEL DRIVEWAY
 CS3089'LEADING TO HOUSE, THEREFORE THE SURFACE MARK COULD NOT BE REMOVED
 CS3089'AND CHECK THE POSITION WITH THE SUB-SURFACE MARK.
 CS3089'
 CS3089'THE DIRECTION TO THE REFERENCE MARKS WERE VERIFIED, BUT A DIFFERENCE
 CS3089'WAS FOUND IN THE DISTANCE TO THE MARKS.
 CS3089'
 CS3089'REFERENCE MARK NO. 3 WAS ESTABLISHED AND A TRAVERSE TIE WAS MADE TO
 CS3089'STATION, TO AID IN THE RECOVERY OF THE STATION MARK.  SEE
 CS3089'DESCRIPTION TO REFERENCE MARK NO. 3.
 CS3089'
 CS3089'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS3089'
 CS3089'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF CLEBURNE, 7
 CS3089'MILES SOUTH-SOUTHWEST OF ALVARADO AND 6 MILES NORTHWEST OF
 CS3089'GRANDVIEW.
 CS3089'
 CS3089'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 171, 174
 CS3089'AND FARM ROAD 110, WHICH IS LOCATED IN THE SOUTH EDGE OF CLEBURNE.
 CS3089'GO SOUTHEASTERLY ON FARM ROAD 110 FOR 4.15 MILES TO JUNCTION OF
 CS3089'FARM ROAD 2415.  CONTINUE SOUTHEASTERLY ON FARM ROAD 110 FOR 2.8
 CS3089'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT ON FARM
 CS3089'ROAD 110 FOR 0.25 MILE TO A DRIVEWAY ON THE LEFT AND STATION ON
 CS3089'THE LEFT.
 CS3089'
 CS3089'THE STATION MARK IS A SQUARE CONCRETE POST, THAT IS ABOUT 6-INCHES
 CS3089'BELOW THE SURFACE OF THE GROUND, WITH THE TRIANGLE ON THE HEAD OF
 CS3089'THE STEM OF THE ORIGINAL DISK OF MARK.  THE MARK IS 67.2 FEET
 CS3089'WEST-NORTHWEST OF A HIGHWAY RIGHT-OF-WAY CONCRETE POST MARKER, 37
 CS3089'FEET EAST-NORTHEAST OF THE CENTER LINE OF HIGHWAY, 35.8 FEET
 CS3089'SOUTH-SOUTHEAST OF A SMALL PEACH TREE AND 24.8 FEET SOUTH OF A
 CS3089'BURIED TELEPHONE CABLE OUTLET BOX.
 CS3089'
 CS3089'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS3089'CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED CUBA NO 1
 CS3089'1948.  IT IS 51 FEET WEST-SOUTHWEST OF THE CENTER LINE OF HIGHWAY,
 CS3089'27 FEET NORTH-NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 25 FEET
 CS3089'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 1.8 FEET SOUTHWEST OF A
 CS3089'WARNING SIGN POST OF A BURIED CABLE LINE AND 1.8 FEET
 CS3089'NORTH-NORTHWEST OF THE EYE OF ANCHOR ROD OF GUYLINE TO HIGHLINE
 CS3089'POLE.
 CS3089'
 CS3089'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS3089'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED CUBA NO
 CS3089'2 1948.  IT IS 128 FEET NORTH-NORTHWEST OF A BURIED TELEPHONE CABLE
 CS3089'OUTLET BOX, 128 FEET SOUTH-SOUTHEAST OF A FENCE CORNER AND 50 FEET
 CS3089'EAST-NORTHEAST OF THE CENTER LINE OF HIGHWAY.
 CS3089'
 CS3089'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS3089'CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED CUBA
 CS3089'NO 3 1975.  IT IS 51 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
 CS3089'HIGHWAY, 1.6 FEET EAST-NORTHEAST OF A HIGH LINE POLE AND 1-FOOT
 CS3089'EAST-NORTHEAST OF A METAL WITNESS POST.
 CS3089'
 CS3089'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS3089'POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED CUBA 1948.  IT IS
 CS3089'63 FEET WEST-SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 13.6 FEET
 CS3089'SOUTH OF A WARNING SIGN POST FOR BURIED CABLE LINE, 13 FEET WEST
 CS3089'OF THE NORTHWEST END OF GATE, 11 FEET WEST-SOUTHWEST OF A FENCE
 CS3089'LINE AND METAL WITNESS POST AND 2 FEET EAST OF A HIGH LINE POLE.
 CS3089'
 CS3089'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CLEBURNE 7-MILES
 CS3089'ESE.
 CS3089
 CS3089                          STATION RECOVERY (1994)
 CS3089
 CS3089'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3094 ***********************************************************************
 CS3094  DESIGNATION -  CUBA 1948 AZ MK 1977
 CS3094  PID         -  CS3094
 CS3094  STATE/COUNTY-  TX/JOHNSON
 CS3094  USGS QUAD   -  CLEBURNE EAST (1978)
 CS3094
 CS3094                         *CURRENT SURVEY CONTROL
 CS3094  ___________________________________________________________________
 CS3094* NAD 83(1993)-  32 18 58.32362(N)    097 16 25.22871(W)     ADJUSTED  
 CS3094* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 CS3094  ___________________________________________________________________
 CS3094  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 CS3094  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CS3094
 CS3094  HORZ ORDER  -  THIRD
 CS3094
 CS3094.The horizontal coordinates were established by classical geodetic methods
 CS3094.and adjusted by the National Geodetic Survey in February 1996..
 CS3094.No horizontal observational check was made to the station.
 CS3094
 CS3094.The orthometric height was scaled from a topographic map.
 CS3094
 CS3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3094
 CS3094.The geoid height was determined by GEOID03.
 CS3094
 CS3094;                    North         East     Units Scale Factor Converg.
 CS3094;SPC TXNC     - 2,072,702.102   715,471.998   MT  0.99995437   +0 40 07.8
 CS3094;SPC TXNC     - 6,800,190.15  2,347,344.38   sFT  0.99995437   +0 40 07.8
 CS3094;UTM  14      - 3,576,794.097   662,509.189   MT  0.99992568   +0 55 23.1
 CS3094
 CS3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3094!SPC TXNC     -   0.99996442  x   0.99995437  =   0.99991879
 CS3094!UTM  14      -   0.99996442  x   0.99992568  =   0.99989010
 CS3094
 CS3094:                Primary Azimuth Mark                     Grid Az
 CS3094:SPC TXNC     -  CUBA                                     121 10 11.5
 CS3094:UTM  14      -  CUBA                                     120 54 56.2
 CS3094
 CS3094|---------------------------------------------------------------------|
 CS3094| PID    Reference Object                     Distance      Geod. Az  |
 CS3094|                                                           dddmmss.s |
 CS3094| CS3089 CUBA                                445.694 METERS 1215019.3 |
 CS3094| CS3093 CUBA RM 3                           390.565 METERS 12515     |
 CS3094|---------------------------------------------------------------------|
 CS3094
 CS3094                          SUPERSEDED SURVEY CONTROL
 CS3094
 CS3094  NAD 83(1986)-  32 18 58.32912(N)    097 16 25.20915(W) AD(       ) 3
 CS3094  NAD 27      -  32 18 57.80731(N)    097 16 24.15925(W) AD(       ) 3
 CS3094
 CS3094.Superseded values are not recommended for survey control.
 CS3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3094.See file dsdata.txt to determine how the superseded data were derived.
 CS3094
 CS3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6250976794(NAD 83)
 CS3094_MARKER: DR = REFERENCE MARK DISK
 CS3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS3094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3094+STABILITY: SURFACE MOTION
 CS3094
 CS3094  HISTORY     - Date     Condition        Report By
 CS3094  HISTORY     - 1977     MONUMENTED       NGS
 CS3094  HISTORY     - 19940325 GOOD             USPSQD
 CS3094
 CS3094                          STATION DESCRIPTION
 CS3094
 CS3094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CS3094'NEAREST TOWN--CLEBURNE.
 CS3094
 CS3094                          STATION RECOVERY (1994)
 CS3094
 CS3094'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3093 ***********************************************************************
 CS3093  DESIGNATION -  CUBA RM 3
 CS3093  PID         -  CS3093
 CS3093  STATE/COUNTY-  TX/JOHNSON
 CS3093  USGS QUAD   -  CLEBURNE EAST (1978)
 CS3093
 CS3093                         *CURRENT SURVEY CONTROL
 CS3093  ___________________________________________________________________
 CS3093* NAD 83(1993)-  32 18 51.00519(N)    097 16 13.03593(W)     ADJUSTED  
 CS3093* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 CS3093  ___________________________________________________________________
 CS3093  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 CS3093  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CS3093
 CS3093  HORZ ORDER  -  THIRD
 CS3093
 CS3093.The horizontal coordinates were established by classical geodetic methods
 CS3093.and adjusted by the National Geodetic Survey in February 1996..
 CS3093.No horizontal observational check was made to the station.
 CS3093
 CS3093.The orthometric height was scaled from a topographic map.
 CS3093
 CS3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3093
 CS3093.The geoid height was determined by GEOID03.
 CS3093
 CS3093;                    North         East     Units Scale Factor Converg.
 CS3093;SPC TXNC     - 2,072,480.422   715,793.535   MT  0.99995483   +0 40 14.4
 CS3093;SPC TXNC     - 6,799,462.85  2,348,399.29   sFT  0.99995483   +0 40 14.4
 CS3093;UTM  14      - 3,576,573.853   662,831.697   MT  0.99992697   +0 55 29.4
 CS3093
 CS3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3093!SPC TXNC     -   0.99996442  x   0.99995483  =   0.99991925
 CS3093!UTM  14      -   0.99996442  x   0.99992697  =   0.99989139
 CS3093
 CS3093|---------------------------------------------------------------------|
 CS3093| PID    Reference Object                     Distance      Geod. Az  |
 CS3093|                                                           dddmmss.s |
 CS3093| CX9378 CUBA RM 2                            31.670 METERS 04925     |
 CS3093| CS3089 CUBA                                 60.473 METERS 09913     |
 CS3093| CS3094 CUBA 1948 AZ MK 1977                390.565 METERS 30515     |
 CS3093|---------------------------------------------------------------------|
 CS3093
 CS3093                          SUPERSEDED SURVEY CONTROL
 CS3093
 CS3093  NAD 83(1986)-  32 18 51.01072(N)    097 16 13.01658(W) AD(       ) 3
 CS3093  NAD 27      -  32 18 50.48859(N)    097 16 11.96690(W) AD(       ) 3
 CS3093
 CS3093.Superseded values are not recommended for survey control.
 CS3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3093.See file dsdata.txt to determine how the superseded data were derived.
 CS3093
 CS3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6283276574(NAD 83)
 CS3093_MARKER: DD = SURVEY DISK
 CS3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3093_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS3093
 CS3093  HISTORY     - Date     Condition        Report By
 CS3093  HISTORY     - 1977     MONUMENTED       NGS
 CS3093  HISTORY     - 19940325 GOOD             USPSQD
 CS3093
 CS3093                          STATION DESCRIPTION
 CS3093
 CS3093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CS3093'THE MARK IS LOCATED ABOUT 200 FEET WEST OF STATION MARK CUBA 1948.
 CS3093'IT IS A ROUND CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS
 CS3093'STAMPED CUBA 1948 NO 3 1975.  IT IS 51 FEET WEST-SOUTHWEST OF THE
 CS3093'CENTER OF HIGHWAY, 1.6 FEET EAST-NORTHEAST OF A HIGH LINE POLE,
 CS3093'AND 1-FOOT EAST-NORTHEAST OF A METAL WITNESS POST.
 CS3093'
 CS3093'A TRAVERSE TIE WAS MADE TO CUBA 1948.
 CS3093'
 CS3093'FOR MORE DETAIL OF THE STATION, SEE DESCRIPTION TO CUBA 1948.
 CS3093'
 CS3093'NEAREST TOWN--CLEBURNE.
 CS3093
 CS3093                          STATION RECOVERY (1994)
 CS3093
 CS3093'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0654 ***********************************************************************
 DO0654  DESIGNATION -  CUBE
 DO0654  PID         -  DO0654
 DO0654  STATE/COUNTY-  TX/CLAY
 DO0654  USGS QUAD   -  RIVERLAND CEMETERY (1985)
 DO0654
 DO0654                         *CURRENT SURVEY CONTROL
 DO0654  ___________________________________________________________________
 DO0654* NAD 83(1993)-  33 55 37.71597(N)    098 07 13.64630(W)     ADJUSTED  
 DO0654* NAVD 88     -       298.9    (meters)     981.     (feet)  VERTCON   
 DO0654  ___________________________________________________________________
 DO0654  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 DO0654  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DO0654
 DO0654  HORZ ORDER  -  FIRST
 DO0654
 DO0654.The horizontal coordinates were established by classical geodetic methods
 DO0654.and adjusted by the National Geodetic Survey in February 1996..
 DO0654
 DO0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0654
 DO0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0654
 DO0654.The geoid height was determined by GEOID03.
 DO0654
 DO0654;                    North         East     Units Scale Factor Converg.
 DO0654;SPC TXNC     - 2,250,738.977   635,093.423   MT  0.99998922   +0 12 25.2
 DO0654;SPC TXNC     - 7,384,299.46  2,083,635.67   sFT  0.99998922   +0 12 25.2
 DO0654;UTM  14      - 3,754,426.100   581,294.353   MT  0.99968147   +0 29 27.4
 DO0654
 DO0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0654!SPC TXNC     -   0.99995731  x   0.99998922  =   0.99994653
 DO0654!UTM  14      -   0.99995731  x   0.99968147  =   0.99963879
 DO0654
 DO0654|---------------------------------------------------------------------|
 DO0654| PID    Reference Object                     Distance      Geod. Az  |
 DO0654|                                                           dddmmss.s |
 DO0654| DO0656 CUBE 1902 ECC                        18.754 METERS 10618     |
 DO0654| CX7039 CUBE RM 1                           223.275 METERS 15317     |
 DO0654| DN1406 HOUSE N CHIMNEY RIDGE               APPROX.27.6 KM 1550120.1 |
 DO0654| CX7038 CUBE AZ MK                                         1813909.9 |
 DO0654| DO0660 HOUSE SE GAB SE OF HENRIETTA        APPROX.18.1 KM 1834555.7 |
 DO0654| DO0659 HENRIETTA COURTHOUSE                APPROX.14.2 KM 2093203.9 |
 DO0654| CX7040 CUBE RM 2                            62.841 METERS 20953     |
 DO0654|---------------------------------------------------------------------|
 DO0654
 DO0654                          SUPERSEDED SURVEY CONTROL
 DO0654
 DO0654  NAD 83(1993)-  33 55 37.71605(N)    098 07 13.64595(W) AD(       ) 1
 DO0654  NAD 83(1986)-  33 55 37.71916(N)    098 07 13.63361(W) AD(       ) 1
 DO0654  NAD 27      -  33 55 37.36900(N)    098 07 12.48500(W) AD(       ) 1
 DO0654  NGVD 29 (07/19/86)  298.8    (m)          980.     (f) VERT ANG       
 DO0654
 DO0654.Superseded values are not recommended for survey control.
 DO0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0654.See file dsdata.txt to determine how the superseded data were derived.
 DO0654
 DO0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC8129454426(NAD 83)
 DO0654_MARKER: N = NAIL
 DO0654_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DO0654_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DO0654
 DO0654  HISTORY     - Date     Condition        Report By
 DO0654  HISTORY     - 1902     MONUMENTED       CGS
 DO0654  HISTORY     - 1923     GOOD             CGS
 DO0654  HISTORY     - 1937     GOOD             TXHD
 DO0654  HISTORY     - 1948     GOOD             CGS
 DO0654  HISTORY     - 1950     GOOD             CGS
 DO0654  HISTORY     - 1955     GOOD             CGS
 DO0654  HISTORY     - 1966     GOOD             CGS
 DO0654  HISTORY     - 1969     GOOD             USAF
 DO0654
 DO0654                          STATION DESCRIPTION
 DO0654
 DO0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 DO0654'STATION IS ABOUT 9-1/2 MILES N AND 2-1/2 MILES E OF HENRIETTA,
 DO0654'1 MILE N OF A SCHOOLHOUSE ON THE HENRIETTA AND RIVERDALE ROAD,
 DO0654'NEAR THE SE CORNER OF A TRACT OF LAND DESIGNATED AS ABSTRACT
 DO0654'NO. 307, MONTAGUE COUNTY SCHOOL SURVEY NO. E, ON THE HIGHEST
 DO0654'PART OF THE HILL OWNED BY MR. CUEBA, 22 PACES E AND 6 PACES S OF
 DO0654'THE NE CORNER OF MR. CUEBAS BARN, AND 49 PACES W AND 17 PACES
 DO0654'S OF THE SW CORNER OF HIS HOUSE.
 DO0654'
 DO0654'STATION MARKED UNDERGROUND BY A NAIL IN TERRA-COTTA PIPE
 DO0654'FILLED WITH AND SURROUNDED BY CONCRETE, 2 FEET BELOW SURFACE
 DO0654'OF GROUND.
 DO0654'
 DO0654'SURFACE MARK ORIGINALLY WAS SIMILAR TO UNDERGROUND MARK, BUT
 DO0654'IN 1923 A STANDARD BRONZE DISK STAMPED CUBE 1902 WAS SUBSTITUTED
 DO0654'FOR THE NAIL.
 DO0654'
 DO0654'THE REFERENCE MARK IS A NAIL IN CONCRETE, IN CENTER OF TERRA-COTTA
 DO0654'PIPE FILLED WITH AND SET IN CONCRETE BLOCK.  IT IS IN THE FIELD
 DO0654'AT SE CORNER OF MR. CUEBAS LAND, 9.537 METERS (31.29 FEET)
 DO0654'W OF A STONE MARKING HIS PROPERTY CORNER, 1 FOOT N OF CENTER
 DO0654'LINE OF POSTS OF HIS S FENCE, AND 223.174 METERS (732.20 FEET)
 DO0654'FROM THE STATION S 26 DEG 43 MIN 27 SEC E.  OTHER
 DO0654'DISTANCES AND BEARINGS ARE AS FOLLOWS--E END OF RIDGE OF BARN,
 DO0654'47.66 METERS (156.4 FEET) S 21 DEG 42 MIN W.  SW CORNER (NEAR
 DO0654'GROUND) OF STONE CHIMNEY OF HOUSE (CORNER EXTENDS 1 TO 7 FEET
 DO0654'ABOVE GROUND), 52.40 METERS (171.9 FEET) N 56 DEG 22 MIN E.
 DO0654'ELEVATION OF STATION IS 298.8 METERS (980 FEET).
 DO0654
 DO0654                          STATION RECOVERY (1937)
 DO0654
 DO0654'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0654'STATION AND REFERENCE MARKER RECOVERED AS DESCRIBED AND
 DO0654'IN GOOD CONDITION.
 DO0654'
 DO0654'STATION MAY BE REACHED BY GOING N ON HIGHWAY 148 FROM HENRIETTA
 DO0654'COURTHOUSE ABOUT 1-1/4 MILES, THEN NORTHERLY WITH COUNTY ROAD.
 DO0654'AT ABOUT 1 MILE PASS ROAD THAT BEARS E, AT 2 MILES TAKE ROAD THAT
 DO0654'BEARS E, GO E ABOUT 3 MILES TO WHERE MAIN ROAD TURNS N.  CONTINUE
 DO0654'N AND E PASSING OLD SCHOOLHOUSE AT 2 MILES, AT 3 MILES ROAD TURNS
 DO0654'AND STATION IS N 0.15 MILE FROM ROAD CORNER WHERE ROAD GOES
 DO0654'E FOR 2 MILES.
 DO0654
 DO0654                          STATION RECOVERY (1948)
 DO0654
 DO0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GAN)
 DO0654'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS ABOUT 9-1/2
 DO0654'MILES NORTH AND 2-1/2 MILES EAST OF HENRIETTA, 1 MILE NORTH
 DO0654'OF A SCHOOL HOUSE ON THE HENRIETTA-RIVERDALE ROAD, NEAR THE SE.
 DO0654'CORNER OF A TRACT OF LAND DESIGNATED AS ABSTRACT NO. 307,
 DO0654'MONTAGUE COUNTY SCHOOL SURVEY NO. E, ON THE HIGHEST PART OF
 DO0654'THE HILL OWNED BY MR. CUEBA, 22 PACES E. AND 6 PACES S. OF THE
 DO0654'NE. CORNER OF MR. CUEBAS BARN AND 49 PACES W. AND 17 PACES
 DO0654'S. OF THE SW. CORNER OF HIS HOUSE.
 DO0654'
 DO0654'STATION MARKED UNDERGROUND BY A NAIL IN A TERRA-COTTA PIPE
 DO0654'FILLED WITH AND SURROUNDED BY CONCRETE, 2 FEET BELOW THE SURFACE
 DO0654'OF THE GROUND.
 DO0654'
 DO0654'SURFACE MARK IS A STANDARD DISK STAMPED CUBE 1902, SET IN A
 DO0654'CONCRETE MONUMENT ABOUT 16 INCHES IN DIAMETER AND FLUSH WITH
 DO0654'THE SURFACE OF THE GROUND.
 DO0654'
 DO0654'THE REFERENCE MARK IS A NAIL IN THE CENTER OF A TERRA-COTTA
 DO0654'PIPE, FILLED WITH AND SURROUNDED WITH CONCRETE, FLUSH WITH
 DO0654'THE SURFACE OF THE GROUND.  IT IS IN THE FIELD AT THE SE.
 DO0654'CORNER OF MR. CUEBAS LAND, 9.537 METERS (31.29 FT.) W. OF A
 DO0654'STONE MARKING HIS PROPERTY CORNER, 1 FOOT N. OF THE CENTERLINE
 DO0654'OF POSTS OF HIS SOUTH FENCE, 223.174 METERS (732.20 FT.) FROM
 DO0654'THE STATION S 26 DEG 43 MIN 27 SEC E.  OTHER DISTANCES
 DO0654'AND BEARINGS ARE AS FOLLOWS--E. END OF THE RIDGE OF THE BARN,
 DO0654'47.66 METERS (156.4 FT.), S 21 DEG 42 MIN W.  SW CORNER (NEAR
 DO0654'GROUND) OF STONE CHIMNEY OF HOUSE, (CORNER EXTENDS 1 TO 7
 DO0654'FEET ABOVE GROUND), 52.40 METERS (171.9 FT.) N 56 DEG 22 MIN E.
 DO0654'ELEVATION OF STATION IS 298.8 METERS, (980 FT.)
 DO0654'
 DO0654'TO REACH FROM HENRIETTA.  GO NORTH FROM THE EAST SIDE OF THE
 DO0654'COURTHOUSE, 5.1 MILES.  THEN TURN RIGHT AND FOLLOW THE MAIN
 DO0654'GRADED ROAD EAST AND NORTH 6.9 MILES TO THE ROAD TURN TO THE
 DO0654'EAST AND THE CUEBA HOUSE STRAIGHT AHEAD.
 DO0654
 DO0654                          STATION RECOVERY (1950)
 DO0654
 DO0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DO0654'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 DO0654'AS DESCRIBED.  A NEW DESCRIPTION IS AS FOLLOWS--STATION IS
 DO0654'ABOUT 8 MILES NORTH AND 4-1/4 MILES EAST OF HENRIETTA, IN THE
 DO0654'FARMYARD OWNED AND OCCUPIED BY MR. CUEBA, 62 FEET E. OF THE
 DO0654'E. SIDE OF THE OLD BARN, 72 FEET S. OF THE S. SIDE OF THE GARAGE,
 DO0654'115 FEET W. OF THE S.W. CORNER OF THE YARD FENCE AROUND THE
 DO0654'HOUSE, IN THE OPEN FARM YARD.  MARK IS A STANDARD DISK STAMPED
 DO0654'CUBE 1902 SET IN A ROUGH CONCRETE MONUMENT ABOUT 16 INCHES
 DO0654'IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.
 DO0654'
 DO0654'REFERENCE MARK NO. 1 IS A NAIL SET IN A TERRA-COTTA PIPE FILLED
 DO0654'WITH AND SURROUNDED WITH CONCRETE 12 INCHES IN DIAMETER AND
 DO0654'PROJECTING ABOUT 12 INCHES.  IT IS 33 FEET E. OF A POWER POLE,
 DO0654'25 FEET W. OF THE SE. CORNER OF THE PASTURE LOT IN FRONT OF
 DO0654'THE CUEBA HOUSE AND IS IN THE N. RIGHT-OF-WAY FENCE OF THE
 DO0654'EAST-WEST ROAD, 223.174 METERS (732.20 FT.) FROM THE STATION
 DO0654'S 26 DEG 43 MIN 27 SEC E.
 DO0654'
 DO0654'REFERENCE NO. 2 IS A STANDARD DISK STAMPED CUBE 1902 NO. 2
 DO0654'1950 SET IN A CONCRETE MONUMENT SW. OF THE STATION 60 FEET S. OF
 DO0654'THE WELL, 6 FEET E. OF THE W. FENCE OF THE FARM YARD AND 27
 DO0654'FEET SOUTH OF A CORNER POST AND A LANE TO THE WEST.  IT PROJECTS
 DO0654'ABOUT 4 INCHES.  IT IS 62.885 METERS (206.314 FT.) FROM THE
 DO0654'STATION S 29 DEG 52 MIN 23 SEC W.
 DO0654'
 DO0654'TO REACH FROM HENRIETTA-GO NORTH FROM THE EAST SIDE OF THE
 DO0654'COURT HOUSE 5.1 MILES.  THEN TURN RIGHT AND FOLLOW THE MAIN
 DO0654'ROAD EAST AND NORTH 6.9 MILES TO THE ROAD TURN TO THE EAST
 DO0654'AND THE CUEBA HOUSE STRAIGHT AHEAD.
 DO0654
 DO0654                          STATION RECOVERY (1955)
 DO0654
 DO0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DO0654'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 DO0654'NO. 2 WERE RECOVERED AND FOUND IN VERY GOOD CONDITION.  A
 DO0654'NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 DO0654'FOLLOWS.
 DO0654'
 DO0654'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF HENRIETTA,
 DO0654'ABOUT 8 MILES SOUTHEAST OF PETROLIA, 119 FEET WEST OF THE
 DO0654'SOUTHWEST CORNER OF A YARD FENCE, 118 FEET NORTHEAST OF A WELL,
 DO0654'67 FEET EAST OF THE EAST SIDE OF THE BARN AND DIRECTLY UNDER THE
 DO0654'HIGH LINE WIRES IN THE FARMYARD OF MR. LESLIE CUEBA.  THE STATION
 DO0654'MARK IS SET FLUSH AND IS STAMPED CUBE ELV 980 1902.
 DO0654'
 DO0654'THE UNDERGROUND STATION MARK IS A NAIL SET IN CONCRETE IN A
 DO0654'TERRA-COTTA PIPE WHICH IS SURROUNDED BY CONCRETE.
 DO0654'
 DO0654'REFERENCE MARK NO. 1 IS 37 FEET WEST OF A T FENCE CORNER,
 DO0654'36 FEET EAST OF A POWER LINE POLE, 32 FEET NORTH OF THE CENTER
 DO0654'OF A GRADED ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 DO0654'IT IS A NAIL SET IN CONCRETE IN THE CENTER OF A TERRA-COTTA
 DO0654'PIPE WHICH IS SURROUNDED BY A BLOCK OF CONCRETE.  THE MARK
 DO0654'PROJECTS 8 INCHES.
 DO0654'
 DO0654'REFERENCE MARK NO. 2 IS 94 FEET SOUTH SOUTHWEST OF THE WELL,
 DO0654'63 FEET SOUTH OF THE CENTER OF A GATE AND 6 FEET EAST OF A
 DO0654'NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH AND IS STAMPED
 DO0654'CUBE NO 2 1902 1950.
 DO0654'
 DO0654'THE AZIMUTH MARK IS 50 YARDS NORTHEAST OF A CURVE IN THE GRADED
 DO0654'ROAD, 33 FEET EAST OF THE CENTER OF THE GRADED ROAD, 12 FEET
 DO0654'SOUTH OF THE CENTER OF A WIRE GATE AND 3 FEET NORTHEAST OF
 DO0654'A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED CUBE 1955.
 DO0654'
 DO0654'A U.S.G.S. MARKER WHICH WAS NOT VISIBLE FROM THE STATION
 DO0654'IS 1.5 FEET WEST OF THE AZIMUTH MARK.  IT IS A METAL CAP ATTACHED
 DO0654'TO A METAL PIPE.  IT PROJECTS 6 INCHES AND IS STAMPED USGS.
 DO0654'
 DO0654'TO REACH THE STATION FROM THE EAST SIDE OF THE CLAY COUNTY COURT
 DO0654'HOUSE GO NORTH FROM HENRIETTA ON FARM ROAD 1197 FOR 4.6
 DO0654'MILES TO A T ROAD RIGHT, TURN RIGHT AND FOLLOW GRADED ROAD
 DO0654'EAST FOR 2.9 MILES, TURN LEFT AND GO NORTHEASTERLY ON THE
 DO0654'MAIN TRAVELED ROAD FOR 3.3 MILES TO THE AZIMUTH MARK AND THE
 DO0654'U.S.G.S. MARKER ON THE RIGHT.  CONTINUE NORTH ON THE GRADED ROAD
 DO0654'FOR 0.9 MILE TO WHERE THE ROAD TURNS TO THE RIGHT, CONTINUE
 DO0654'STRAIGHT AHEAD ACROSS THE CATTLE GUARD FOR 0.1 MILE TO THE
 DO0654'STATION AS DESCRIBED.
 DO0654
 DO0654                          STATION RECOVERY (1966)
 DO0654
 DO0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DO0654'THE STATION MARK, REFERENCE MARK NOS. 1 AND 2 AND THE AZIMUTH
 DO0654'MARK WERE RECOVERED AS DESCRIBED IN 1955.  THE TO REACH IS
 DO0654'ENTIRELY ADEQUATE.  A DIFFERENCE IN THE DISTANCE TO R.M. 1 WAS
 DO0654'NOTED.
 DO0654
 DO0654                          STATION RECOVERY (1969)
 DO0654
 DO0654'RECOVERY NOTE BY US AIR FORCE 1969
 DO0654'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1572 ***********************************************************************
 AH1572  DESIGNATION -  CUDDIHY
 AH1572  PID         -  AH1572
 AH1572  STATE/COUNTY-  TX/NUECES
 AH1572  USGS QUAD   -  PETRONILA NE (1975)
 AH1572
 AH1572                         *CURRENT SURVEY CONTROL
 AH1572  ___________________________________________________________________
 AH1572* NAD 83(1993)-  27 43 31.79719(N)    097 30 50.97860(W)     ADJUSTED  
 AH1572* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AH1572  ___________________________________________________________________
 AH1572  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AH1572  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH1572
 AH1572  HORZ ORDER  -  SECOND
 AH1572
 AH1572.The horizontal coordinates were established by classical geodetic methods
 AH1572.and adjusted by the National Geodetic Survey in February 1996..
 AH1572
 AH1572.The orthometric height was scaled from a topographic map.
 AH1572
 AH1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1572
 AH1572.The geoid height was determined by GEOID03.
 AH1572
 AH1572;                    North         East     Units Scale Factor Converg.
 AH1572;SPC TX S     - 5,228,487.313   397,210.137   MT  0.99997448   +0 26 51.3
 AH1572;SPC TX S     -17,153,795.46  1,303,180.26   sFT  0.99997448   +0 26 51.3
 AH1572;UTM  14      - 3,067,678.814   646,469.375   MT  0.99986481   +0 41 29.0
 AH1572
 AH1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1572!SPC TX S     -   1.00000245  x   0.99997448  =   0.99997693
 AH1572!UTM  14      -   1.00000245  x   0.99986481  =   0.99986726
 AH1572
 AH1572:                Primary Azimuth Mark                     Grid Az
 AH1572:SPC TX S     -  CORPUS CHRISTI AMER SMELT STK            025 19 41.0
 AH1572:UTM  14      -  CORPUS CHRISTI AMER SMELT STK            025 05 03.3
 AH1572
 AH1572|---------------------------------------------------------------------|
 AH1572| PID    Reference Object                     Distance      Geod. Az  |
 AH1572|                                                           dddmmss.s |
 AH1572| AH1369 CORPUS CHRISTI AMER SMELT STK       APPROX.10.9 KM 0254632.3 |
 AH1572| AH1366 CORPUS CHRISTI AMER SMELT TK        APPROX.10.8 KM 0274630.3 |
 AH1572| AH1368 CORPUS CHRI RAD STA KEYS TOWER      APPROX.11.1 KM 0294149.1 |
 AH1572| AH1365 CORPUS CHRI RAD STA KSIX TOWER      APPROX.10.4 KM 0343736.7 |
 AH1572| AH1353 CORPUS CHRI MAUS APT CONT TR        APPROX. 8.6 KM 0552634.3 |
 AH1572| AH1344 CORPUS CHR RABBIT RD INCIN STK      APPROX.10.7 KM 0582253.7 |
 AH1572| AH1356 CORPUS CHRISTI TRINITY LUTH CH      APPROX.11.9 KM 0682915.3 |
 AH1572| AH1340 CORPUS CHRISTI NEW SEN HS STK       APPROX.12.1 KM 0752556.5 |
 AH1572| AH1316 CORPUS CHRI ST CYRIL CATH CH        APPROX.10.1 KM 0874657.3 |
 AH1572| AH1312 CORPUS CHRI RAD STA KRIS TOWER      APPROX.13.3 KM 0885327.0 |
 AH1572| CV3096 CUDDIHY AZ MK                                      0935430.3 |
 AH1572| AH1311 CORPUS CHRI CABANISS FLD STK        APPROX. 8.2 KM 1052440.3 |
 AH1572| AH1310 CORPUS CHRI CABANISS CONT TWR       APPROX. 7.9 KM 1071442.2 |
 AH1572| AH1570 CORPUS CHRISTI CUDDIHY CONT TR      345.069 METERS 12238     |
 AH1572| CV3097 CUDDIHY RM 1                         19.080 METERS 18349     |
 AH1572| CV3098 CUDDIHY RM 2                         16.930 METERS 27937     |
 AH1572| AH1561 CLARKWOOD MUNICIPAL TANK            APPROX. 6.9 KM 3415118.0 |
 AH1572|---------------------------------------------------------------------|
 AH1572
 AH1572                          SUPERSEDED SURVEY CONTROL
 AH1572
 AH1572  NAD 83(1986)-  27 43 31.80604(N)    097 30 50.95936(W) AD(       ) 2
 AH1572  NAD 27      -  27 43 30.70000(N)    097 30 49.98400(W) AD(       ) 2
 AH1572
 AH1572.Superseded values are not recommended for survey control.
 AH1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1572.See file dsdata.txt to determine how the superseded data were derived.
 AH1572
 AH1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4646967679(NAD 83)
 AH1572_MARKER: DS = TRIANGULATION STATION DISK
 AH1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1572
 AH1572  HISTORY     - Date     Condition        Report By
 AH1572  HISTORY     - 1949     MONUMENTED       CGS
 AH1572  HISTORY     - 1963     GOOD             CGS
 AH1572  HISTORY     - 1980     GOOD             TXHD
 AH1572  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1572  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH1572
 AH1572                          STATION DESCRIPTION
 AH1572
 AH1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1572'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHWEST OF CORPUS CHRISTI
 AH1572'AND 4.0 MILES SOUTH-SOUTHEAST OF CLARKWOOD, ON THE CUDDIHY FIELD.
 AH1572'THIS FIELD IS NOW OPERATED BY THE CITY OF CORPUS CHRISTI.
 AH1572'IT IS ABOUT 0.15 MILE WEST OF THE CONTROL TOWER, 200 FEET EAST
 AH1572'OF AN ATHLETIC FIELD, 25 FEET NORTH OF THE CURBING OF AN
 AH1572'EAST-WEST STREET AND 24 FEET EAST OF THE CURBING OF A NORTH-SOUTH
 AH1572'STREET.  IT IS STAMPED CUDDIHY 1949 AND IS FLUSH WITH
 AH1572'THE SURFACE OF THE GROUND.
 AH1572'
 AH1572'REFERENCE MARK NO. 1 IS STAMPED CUDDIHY NO 1 1949 AND IS SET IN
 AH1572'A DRILL HOLE IN THE SOUTH CURBING OF AN EAST-WEST STREET.
 AH1572'
 AH1572'REFERENCE MARK NO. 2 IS STAMPED CUDDIHY NO 2 1949 AND IS SET
 AH1572'IN A DRILL HOLE IN THE WEST CURBING OF A NORTH-SOUTH STREET.
 AH1572'
 AH1572'THE AZIMUTH MARK IS STAMPED CUDDIHY 1949 AND IS SET IN A
 AH1572'DRILL HOLE IN THE CURBING AT THE SOUTHWEST CORNER OF THE CENTER
 AH1572'ONE OF THREE HANGARS.  IT IS 3 FEET EAST OF A FIRE PLUG.
 AH1572'
 AH1572'TO REACH THE STATION FROM CLARKWOOD, GO SOUTH ON HARD SURFACED
 AH1572'ROAD, JUST WEST OF THE CLARKWOOD LUMBER CO., FOR 4.3 MILES TO
 AH1572'FARM ROAD 665.  TURN LEFT ON FARM ROAD 665 AND GO 1.45 MILES
 AH1572'TO THE ENTRANCE OF CUDDIHY FIELD ON THE RIGHT.  TURN RIGHT
 AH1572'AND GO 0.25 MILE TO THE END OF THE STREET AND THE STATION AS
 AH1572'DESCRIBED.
 AH1572'
 AH1572'AN 87 FOOT SIGNAL AT STATION FAIRVIEW 1931 IS VISIBLE AT 50 FEET.
 AH1572'
 AH1572'A 60 FOOT SIGNAL AT STATION MAUS IS VISIBLE AT 40 FEET.
 AH1572'
 AH1572'AN 87 FOOT SIGNAL AT STATION KLEPAC IS VISIBLE AT 40 FEET.
 AH1572'
 AH1572'AN 87 FOOT SIGNAL AT STATION PETRONILLA IS VISIBLE AT THE
 AH1572'GROUND.
 AH1572'
 AH1572'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AH1572
 AH1572                          STATION RECOVERY (1963)
 AH1572
 AH1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AH1572'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 AH1572
 AH1572                          STATION RECOVERY (1980)
 AH1572
 AH1572'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1980 (FM)
 AH1572'THE STATION WAS RECOVERED IN GOOD CONDITION.
 AH1572'
 AH1572'AIR BASE NOW PRIVATELY OWNED.
 AH1572'
 AH1572'DISTANCE AND DIRECTION FROM NEAREST TOWN--CORPUS CHRISTI, TEXAS.
 AH1572
 AH1572                          STATION RECOVERY (2001)
 AH1572
 AH1572'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH1572'MARK NOT FOUND.
 AH1572
 AH1572                          STATION RECOVERY (2002)
 AH1572
 AH1572'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH1572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6277 ***********************************************************************
 AW6277  DESIGNATION -  CULLINAN 2
 AW6277  PID         -  AW6277
 AW6277  STATE/COUNTY-  TX/HARRIS
 AW6277  USGS QUAD   -  JACINTO CITY (1982)
 AW6277
 AW6277                         *CURRENT SURVEY CONTROL
 AW6277  ___________________________________________________________________
 AW6277* NAD 83(1993)-  29 45 59.82769(N)    095 12 44.78425(W)     ADJUSTED  
 AW6277* NAVD 88     -         8.42   (+/-2cm)      27.6    (feet)  VERTCON   
 AW6277  ___________________________________________________________________
 AW6277  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW6277  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6277
 AW6277  HORZ ORDER  -  FIRST
 AW6277  VERT ORDER  -  THIRD ? (See Below)
 AW6277
 AW6277.The horizontal coordinates were established by classical geodetic methods
 AW6277.and adjusted by the National Geodetic Survey in February 1996..
 AW6277
 AW6277.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6277.The vertical order pertains to the NGVD 29 superseded value.
 AW6277
 AW6277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6277
 AW6277.The geoid height was determined by GEOID03.
 AW6277
 AW6277;                    North         East     Units Scale Factor Converg.
 AW6277;SPC TXSC     - 4,220,191.249   966,195.884   MT  0.99989153   +1 51 20.1
 AW6277;SPC TXSC     -13,845,744.12  3,169,927.66   sFT  0.99989153   +1 51 20.1
 AW6277;UTM  15      - 3,294,976.337   286,090.601   MT  1.00016460   -1 05 55.8
 AW6277
 AW6277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6277!SPC TXSC     -   1.00000295  x   0.99989153  =   0.99989448
 AW6277!UTM  15      -   1.00000295  x   1.00016460  =   1.00016755
 AW6277
 AW6277|---------------------------------------------------------------------|
 AW6277| PID    Reference Object                     Distance      Geod. Az  |
 AW6277|                                                           dddmmss.s |
 AW6277| AW0917 CULLINAN RESET                      100.711 METERS 00720     |
 AW6277| AW6274 HOUSTON DIST 32 NO 3 TANK           APPROX. 3.1 KM 0400219.7 |
 AW6277| AW6272 WOODFOREST WC AND ID NO 51 TK       APPROX. 4.6 KM 0474230.0 |
 AW6277| AW6263 HOUSTON WC AND ID WTR TANK 11       APPROX. 3.6 KM 0683545.7 |
 AW6277| AW6276 HOUSTON WC AND ID TK 11 1968        APPROX. 0.5 KM 0705200.3 |
 AW6277| AW6269 HOUSTON JACINTOPORT CORP TANK       APPROX. 6.0 KM 0914425.4 |
 AW6277| CV7073 CULLINAN 2 RM 5                      24.828 METERS 11836     |
 AW6277| AW6273 CLOVERLEAF TANK WITH ANTENNA        APPROX. 2.6 KM 1241226.4 |
 AW6277| AW6489 GALENA                              APPROX. 4.4 KM 2145658.7 |
 AW6277| AW6488 GALENA PARK WATER TANK NO 2         APPROX. 3.3 KM 2252356.3 |
 AW6277| CV7074 CULLINAN 2 RM 6                      26.345 METERS 24449     |
 AW6277| AW6264 JACINTO CITY MUNICIPAL TANK         APPROX. 3.1 KM 2735452.8 |
 AW6277| AW6279 HOUSTON KKU 380 RAD MAST            APPROX. 2.6 KM 3382035.0 |
 AW6277|---------------------------------------------------------------------|
 AW6277
 AW6277                          SUPERSEDED SURVEY CONTROL
 AW6277
 AW6277  NAD 83(1986)-  29 45 59.84244(N)    095 12 44.76503(W) AD(       ) 1
 AW6277  NAD 27      -  29 45 59.02470(N)    095 12 44.00281(W) AD(       ) 1
 AW6277  NGVD 29 (07/19/86)    8.42   (m)           27.6    (f) LEVELING    3  
 AW6277
 AW6277.Superseded values are not recommended for survey control.
 AW6277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6277.See file dsdata.txt to determine how the superseded data were derived.
 AW6277
 AW6277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8609194976(NAD 83)
 AW6277_MARKER: DS = TRIANGULATION STATION DISK
 AW6277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6277+STABILITY: SURFACE MOTION
 AW6277
 AW6277  HISTORY     - Date     Condition        Report By
 AW6277  HISTORY     - 1968     MONUMENTED       CGS
 AW6277  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW6277  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW6277
 AW6277                          STATION DESCRIPTION
 AW6277
 AW6277'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6277'CULLINAN 1931 1955 IS A TRAVERSE DISTANCE.
 AW6277'
 AW6277'THE STATION IS LOCATED ABOUT 9 MILES EAST OF THE CENTER OF HOUSTON,
 AW6277'5 MILES WEST OF CHANNELVIEW, 0.3 MILES SOUTH OF INTERSTATE
 AW6277'HIGHWAY 10, 0.1 MILE SOUTHEAST OF THE INTERSECTION OF MARKET STREET
 AW6277'AND FEDERAL ROAD, IN AN AREA KNOWN AS GREENS BAYOU.
 AW6277'
 AW6277'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10
 AW6277'AND FEDERAL ROAD (FARM ROAD 526) WHICH IS ABOUT 5 MILES WEST OF
 AW6277'CHANNELVIEW, GO SOUTH ON FEDERAL ROAD FOR 0.3 MILE TO THE
 AW6277'MISSOURI-PACIFIC RAILWAY, THIS IS ABOUT 0.05 MILE AFTER CROSSING
 AW6277'MARKET STREET, AND THE STATION ON THE LEFT.
 AW6277'
 AW6277'THE STATION MARK IS A STANDARD DISK STAMPED CULLINAN 2 1968, SET
 AW6277'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6277'6 INCHES ABOVE THE GROUND.  IT IS 224 FEET EAST OF THE CENTER OF
 AW6277'THE NORTH BOUND LANE OF FEDERAL ROAD, 89 FEET NORTH OF THE NORTH
 AW6277'RAIL OF THE RAILROAD TRACKS, 76 FEET NORTHEAST OF A POWER LINE POLE
 AW6277'WITH TWO TRANSFORMERS AND 47 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AW6277'OF THE PRINCES DRIVE INN BUILDING.
 AW6277'
 AW6277'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CULLINAN 2 NO 5 1968,
 AW6277'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW6277'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 53.6 FEET EAST OF A
 AW6277'POWER LINE POLE AND 48.2 FEET NORTH OF THE NORTH RAIL OF THE
 AW6277'RAILROAD TRACKS.
 AW6277'
 AW6277'REFERENCE MARK 6 IS A STANDARD DISK STAMPED CULLINAN 2 NO 6 1968,
 AW6277'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW6277'FLUSH WITH THE GROUND.  IT IS 145 FEET EAST OF THE CENTER OF THE
 AW6277'NORTH BOUND LANE OF FEDERAL ROAD, 54.5 FEET NORTH OF THE NORTH
 AW6277'RAIL OF THE RAILROAD TRACKS, 25.7 FEET NORTHEAST OF A TELEPHONE
 AW6277'POLE AND 10.5 FEET WEST-SOUTHWEST OF THE POWER LINE POLE.
 AW6277'
 AW6277'NOTE--NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK AND NO
 AW6277'MEASUREMENT WAS MADE BETWEEN R.M. 5 AND R.M. 6 DUE TO BRUSH AND
 AW6277'TRAILER ON LINE.
 AW6277'
 AW6277'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 AW6277
 AW6277                          STATION RECOVERY (1994)
 AW6277
 AW6277'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6277'MARK NOT FOUND.
 AW6277
 AW6277                          STATION RECOVERY (1999)
 AW6277
 AW6277'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0917 ***********************************************************************
 AW0917  DESIGNATION -  CULLINAN RESET
 AW0917  PID         -  AW0917
 AW0917  STATE/COUNTY-  TX/HARRIS
 AW0917  USGS QUAD   -  JACINTO CITY (1982)
 AW0917
 AW0917                         *CURRENT SURVEY CONTROL
 AW0917  ___________________________________________________________________
 AW0917* NAD 83(1993)-  29 46 03.07166(N)    095 12 44.30539(W)     ADJUSTED  
 AW0917* NAVD 88     -         7.811  (meters)      25.63   (feet)  ADJUSTED  
 AW0917  ___________________________________________________________________
 AW0917  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW0917  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0917  DYNAMIC HT  -           7.800 (meters)      25.59  (feet)  COMP
 AW0917  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 AW0917
 AW0917  HORZ ORDER  -  FIRST
 AW0917  VERT ORDER  -  FIRST     CLASS II
 AW0917
 AW0917.The horizontal coordinates were established by classical geodetic methods
 AW0917.and adjusted by the National Geodetic Survey in February 1996..
 AW0917
 AW0917.The orthometric height was determined by differential leveling
 AW0917.and adjusted by the National Geodetic Survey in June 1991..
 AW0917
 AW0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0917
 AW0917.The geoid height was determined by GEOID03.
 AW0917
 AW0917.The dynamic height is computed by dividing the NAVD 88
 AW0917.geopotential number by the normal gravity value computed on the
 AW0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0917.degrees latitude (g = 980.6199 gals.).
 AW0917
 AW0917.The modeled gravity was interpolated from observed gravity values.
 AW0917
 AW0917;                    North         East     Units Scale Factor Converg.
 AW0917;SPC TXSC     - 4,220,291.488   966,205.506   MT  0.99989165   +1 51 20.3
 AW0917;SPC TXSC     -13,846,072.99  3,169,959.23   sFT  0.99989165   +1 51 20.3
 AW0917;UTM  15      - 3,295,075.974   286,105.381   MT  1.00016452   -1 05 55.6
 AW0917
 AW0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0917!SPC TXSC     -   1.00000305  x   0.99989165  =   0.99989470
 AW0917!UTM  15      -   1.00000305  x   1.00016452  =   1.00016757
 AW0917
 AW0917:                Primary Azimuth Mark                     Grid Az
 AW0917:SPC TXSC     -  HOUSTON WC AND ID TK 11 1968             079 21 25.3
 AW0917:UTM  15      -  HOUSTON WC AND ID TK 11 1968             082 18 41.2
 AW0917
 AW0917|---------------------------------------------------------------------|
 AW0917| PID    Reference Object                     Distance      Geod. Az  |
 AW0917|                                                           dddmmss.s |
 AW0917| AW6276 HOUSTON WC AND ID TK 11 1968        APPROX. 0.5 KM 0811245.6 |
 AW0917| AW3776 CULLINAN RM 1                                      0914417.6 |
 AW0917| AW3777 CULLINAN RM 3                        25.004 METERS 10734     |
 AW0917| AW3774 CULLINAN RM 2                        40.523 METERS 15131     |
 AW0917| AW6277 CULLINAN 2                          100.711 METERS 18720     |
 AW0917| AW6425 HOUSTON POWER AND LIGHT CO TK       APPROX. 5.3 KM 1941124.5 |
 AW0917| AW3771 CULLINAN RM 4                        22.845 METERS 23722     |
 AW0917| AW6663 HOUSTON GULF BUILDING FLAGPOLE      APPROX.14.7 KM 2661730.7 |
 AW0917|---------------------------------------------------------------------|
 AW0917
 AW0917                          SUPERSEDED SURVEY CONTROL
 AW0917
 AW0917  NAD 83(1986)-  29 46 03.08721(N)    095 12 44.28605(W) AD(       ) 1
 AW0917  NAD 27      -  29 46 02.26869(N)    095 12 43.52396(W) AD(       ) 1
 AW0917  NGVD 29 (12/23/87)    7.808  (m)           25.62   (f) ADJUSTED    1 2
 AW0917
 AW0917.Superseded values are not recommended for survey control.
 AW0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0917.See file dsdata.txt to determine how the superseded data were derived.
 AW0917
 AW0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8610595076(NAD 83)
 AW0917_MARKER: DS = TRIANGULATION STATION DISK
 AW0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0917_STAMPING: CULLINAN 1931 1955
 AW0917_MARK LOGO: CGS   
 AW0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0917
 AW0917  HISTORY     - Date     Condition        Report By
 AW0917  HISTORY     - 1955     MONUMENTED       CGS
 AW0917  HISTORY     - 1964     GOOD             CGS
 AW0917  HISTORY     - 1964     GOOD             CGS
 AW0917  HISTORY     - 1968     GOOD             NGS
 AW0917  HISTORY     - 1978     GOOD             NGS
 AW0917  HISTORY     - 1986     GOOD             NGS
 AW0917  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW0917  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW0917  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AW0917
 AW0917                          STATION DESCRIPTION
 AW0917
 AW0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW0917'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.F.O.
 AW0917'IN 1951.  TWO NEW REFERENCE MARKS WERE ESTABLISHED, AND THE
 AW0917'STATION SURFACE MARK LOWERED AT THE REQUEST OF THE PROPERTY
 AW0917'OWNER.  A NEW DESCRIPTION FOLLOWS--
 AW0917'
 AW0917'THE STATION IS LOCATED IN GREENS BAYOU, AT THE INTERSECTION
 AW0917'OF MARKET STREET AND FEDERAL ROAD, 300 PACES E OF THE
 AW0917'CENTERLINE OF FEDERAL ROAD, 85.2 FT. N OF THE CENTERLINE OF
 AW0917'MARKET STREET, 34.4 FT. S-SE OF THE SW CORNER OF HOUSE NO.
 AW0917'12621, 38.8 FT. SW OF THE SE CORNER OF THE HOUSE, AND 76.9
 AW0917'FT. SE OF THE SE CORNER OF HOUSE NO. 12603.
 AW0917'
 AW0917'THE STATION MARK, A STANDARD DISK, SET IN A CONCRETE MONUMENT
 AW0917'IS STAMPED CULLINAN 1931-1955 AND IS FLUSH WITH THE GROUND.
 AW0917'THE STATION MARK WAS LOWERED IN ITS EXACT POSITION USING
 AW0917'A PLUMB BENCH.  THE ORIGINAL MARK WAS REMOVED, BROKEN OFF
 AW0917'AT THE BOTTOM, THE UNDERGROUND MARK CHECKED, THEN THE SURFACE
 AW0917'MARK WAS RESET IN ITS ORIGINAL POSITION.
 AW0917'
 AW0917'REFERENCE MARK 3, A STANDARD DISK, SET IN A CONCRETE MONUMENT
 AW0917'FLUSH WITH THE GROUND, IS STAMPED CULLINAN 1931-1955 NO 3.
 AW0917'IT IS 1.0 FT. W OF A POWER POLE, 56.2 FT. N OF THE CENTERLINE
 AW0917'OF MARKET STREET, AND 82.9 FT. N OF HOUSE NO. 12621.
 AW0917'
 AW0917'REFERENCE MARK 4 IS SET IN THE TOP OF THE E BRICK HEADWALL
 AW0917'ON THE DRIVE INTO HOUSE NO. 12603, 6 FT. S OF THE N END OF
 AW0917'THE HEADWALL, 48.3 FT. N OF THE CENTERLINE OF MARKET STREET,
 AW0917'AND 90.9 FT. S OF THE SW CORNER OF HOUSE NO. 12621.  A STANDARD
 AW0917'DISK, STAMPED CULLINAN 1931 1955 NO 4 AND SET IN A DRILL
 AW0917'HOLE.
 AW0917'
 AW0917'NO AZIMUTH MARK WAS SET.  GREENS BAYOU MUNICIPAL WATER
 AW0917'TANK IS VISIBLE FROM THE GROUND AND IS USED FOR AN AZIMUTH
 AW0917'STATION.  IT IS 0.4 MI. E OF THE STATION.
 AW0917
 AW0917                          STATION RECOVERY (1964)
 AW0917
 AW0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0917'THIS MARK WAS RECOVERED AS DESCRIBED.
 AW0917'
 AW0917'R.M. 3 WAS RECOVERED AS DESCRIBED.
 AW0917'
 AW0917'R.M. 4 WAS RECOVERED AS DESCRIBED.
 AW0917
 AW0917                          STATION RECOVERY (1964)
 AW0917
 AW0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0917'RECOVERED IN GOOD CONDITION.
 AW0917
 AW0917                          STATION RECOVERY (1968)
 AW0917
 AW0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW0917'0.8 MI W FROM GREENS BAYOU.
 AW0917'ABOUT 0.8 MI W ALONG MARKET STREET ROAD FROM THE MARKET STREET BAPTIST
 AW0917'CHURCH, 160.7 FEET SOUTH OF A CHAIN LINK FENCE, 117.0 FEET WEST OF THE
 AW0917'SOUTHWEST CORNER OF A ROCK AND WOOD BUILDING (SIRLOIN SIZZLER STEAK
 AW0917'HOUSE), 86 FEET NORTH OF THE CENTER OF MARKET STREET AND 40.3 FEET
 AW0917'EAST OF THE SOUTHEAST ELECTRO HOP ORDER POST OF THE DRIVE INN. THE
 AW0917'DISK IS SET IN THE TOP OF A 10-INCH IRON PIPE FILLED WITH CONCRETE
 AW0917'WHICH PROJECTS 2 INCHES ABOVE THE PAVED SURFACE.
 AW0917
 AW0917                          STATION RECOVERY (1978)
 AW0917
 AW0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0917'RECOVERED IN GOOD CONDITION.
 AW0917
 AW0917                          STATION RECOVERY (1986)
 AW0917
 AW0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0917'RECOVERED IN GOOD CONDITION.
 AW0917
 AW0917                          STATION RECOVERY (1994)
 AW0917
 AW0917'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0917'MARK NOT FOUND.
 AW0917
 AW0917                          STATION RECOVERY (1999)
 AW0917
 AW0917'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0917'MARK NOT FOUND.
 AW0917
 AW0917                          STATION RECOVERY (2002)
 AW0917
 AW0917'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AW0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3776 ***********************************************************************
 AW3776  DESIGNATION -  CULLINAN RM 1
 AW3776  PID         -  AW3776
 AW3776  STATE/COUNTY-  TX/HARRIS
 AW3776  USGS QUAD   -  JACINTO CITY (1982)
 AW3776
 AW3776                         *CURRENT SURVEY CONTROL
 AW3776  ___________________________________________________________________
 AW3776* NAD 83(1986)-  29 46 03.     (N)    095 12 44.     (W)     SCALED    
 AW3776* NAVD 88     -        10.13   (+/-2cm)      33.2    (feet)  VERTCON   
 AW3776  ___________________________________________________________________
 AW3776  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3776
 AW3776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3776
 AW3776.The horizontal coordinates were scaled from a topographic map and have
 AW3776.an estimated accuracy of +/- 6 seconds.
 AW3776
 AW3776.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3776.The vertical order pertains to the NGVD 29 superseded value.
 AW3776
 AW3776.The geoid height was determined by GEOID03.
 AW3776
 AW3776;                    North         East    Units  Estimated Accuracy
 AW3776;SPC TXSC     - 4,220,290.      966,210.      MT  (+/- 180 meters Scaled)
 AW3776
 AW3776                          SUPERSEDED SURVEY CONTROL
 AW3776
 AW3776  NGVD 29 (??/??/92)   10.130  (m)           33.23   (f) ADJ UNCH    2 0
 AW3776
 AW3776.Superseded values are not recommended for survey control.
 AW3776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3776.See file dsdata.txt to determine how the superseded data were derived.
 AW3776
 AW3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN861950(NAD 83)
 AW3776_MARKER: DR = REFERENCE MARK DISK
 AW3776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3776_STAMPING: CULLINAN NO 1
 AW3776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3776+STABILITY: SURFACE MOTION
 AW3776
 AW3776  HISTORY     - Date     Condition        Report By
 AW3776  HISTORY     - UNK      MONUMENTED       CGS
 AW3776  HISTORY     - 1942     GOOD             NGS
 AW3776  HISTORY     - 1959     MARK NOT FOUND   NGS
 AW3776  HISTORY     - 19981017 GOOD             USPSQD
 AW3776
 AW3776                          STATION DESCRIPTION
 AW3776
 AW3776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW3776'IN GREENS BAYOU.
 AW3776'BENCH MARK IS ABOUT 0.3 MILE EAST OF THE TRIANGULATION STATION, AND
 AW3776'ABOUT 45.0 FEET SOUTHWEST OF THE CENTER OF THE MARKET STREET AND WHITE
 AW3776'OAK ROADS INTERSECTION.  IT IS 41.8 FEET SOUTH OF AND ABOUT 1.0 FOOT
 AW3776'BELOW THE CENTERLINE OF THE MARKET STREET ROAD, 39.0 FEET NORTH OF THE
 AW3776'NORTHEAST CORNER OF A GROCERY STORE, AND 9.0 FEET NORTHWEST OF
 AW3776'TELEPHONE POLE NO. EN-46.  MONUMENT PROJECTS 0.2 FOOT.
 AW3776
 AW3776                          STATION RECOVERY (1959)
 AW3776
 AW3776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW3776'MARK NOT FOUND.
 AW3776
 AW3776                          STATION RECOVERY (1998)
 AW3776
 AW3776'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3774 ***********************************************************************
 AW3774  DESIGNATION -  CULLINAN RM 2
 AW3774  PID         -  AW3774
 AW3774  STATE/COUNTY-  TX/HARRIS
 AW3774  USGS QUAD   -  JACINTO CITY (1982)
 AW3774
 AW3774                         *CURRENT SURVEY CONTROL
 AW3774  ___________________________________________________________________
 AW3774* NAD 83(1986)-  29 46 03.     (N)    095 12 44.     (W)     SCALED    
 AW3774* NAVD 88     -         9.92   (+/-2cm)      32.5    (feet)  VERTCON   
 AW3774  ___________________________________________________________________
 AW3774  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3774
 AW3774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3774
 AW3774.The horizontal coordinates were scaled from a topographic map and have
 AW3774.an estimated accuracy of +/- 6 seconds.
 AW3774
 AW3774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3774.The vertical order pertains to the NGVD 29 superseded value.
 AW3774
 AW3774.The geoid height was determined by GEOID03.
 AW3774
 AW3774;                    North         East    Units  Estimated Accuracy
 AW3774;SPC TXSC     - 4,220,290.      966,210.      MT  (+/- 180 meters Scaled)
 AW3774
 AW3774                          SUPERSEDED SURVEY CONTROL
 AW3774
 AW3774  NGVD 29 (??/??/92)    9.918  (m)           32.54   (f) ADJ UNCH    2 0
 AW3774
 AW3774.Superseded values are not recommended for survey control.
 AW3774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3774.See file dsdata.txt to determine how the superseded data were derived.
 AW3774
 AW3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN861950(NAD 83)
 AW3774_MARKER: DR = REFERENCE MARK DISK
 AW3774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3774_STAMPING: CULLINAN NO 2 1931
 AW3774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3774+STABILITY: SURFACE MOTION
 AW3774
 AW3774  HISTORY     - Date     Condition        Report By
 AW3774  HISTORY     - 1931     MONUMENTED       CGS
 AW3774  HISTORY     - 1942     GOOD             NGS
 AW3774  HISTORY     - 1959     MARK NOT FOUND   NGS
 AW3774  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW3774
 AW3774                          STATION DESCRIPTION
 AW3774
 AW3774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW3774'0.75 MI W FROM GREENS BAYOU.
 AW3774'TO REACH FROM THE MARKET STREET BAPTIST CHURCH AT GREENS BAYOU--
 AW3774'PROCEED 0.75 MILE WESTERLY ALONG THE MARKET STREET ROAD TO SITE OF
 AW3774'BENCH MARK.  BENCH MARK IS 130.5 FEET SOUTHEAST OF THE TRIANGULATION
 AW3774'STATION, ABOUT 320.0 FEET EAST OF THE FEDERAL ROAD INTERSECTION
 AW3774'LEADING SOUTH, AND ABOUT 150.0 FEET NORTHEAST OF THE NORTHEAST CORNER
 AW3774'OF A RED BRICK HOUSE.  IT IS 45.0 FEET SOUTH OF AND ABOUT 1.0 FOOT
 AW3774'BELOW THE CENTERLINE OF ROAD, AND 6.4 FEET NORTHWEST OF A TELEPHONE
 AW3774'POLE.  MONUMENT PROJECTS 0.2 FOOT.
 AW3774
 AW3774                          STATION RECOVERY (1959)
 AW3774
 AW3774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW3774'MARK NOT FOUND.
 AW3774
 AW3774                          STATION RECOVERY (1994)
 AW3774
 AW3774'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3777 ***********************************************************************
 AW3777  DESIGNATION -  CULLINAN RM 3
 AW3777  PID         -  AW3777
 AW3777  STATE/COUNTY-  TX/HARRIS
 AW3777  USGS QUAD   -  JACINTO CITY (1982)
 AW3777
 AW3777                         *CURRENT SURVEY CONTROL
 AW3777  ___________________________________________________________________
 AW3777* NAD 83(1986)-  29 46 03.     (N)    095 12 44.     (W)     SCALED    
 AW3777* NAVD 88     -         8.84   (+/-2cm)      29.0    (feet)  VERTCON   
 AW3777  ___________________________________________________________________
 AW3777  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3777
 AW3777  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3777
 AW3777.The horizontal coordinates were scaled from a topographic map and have
 AW3777.an estimated accuracy of +/- 6 seconds.
 AW3777
 AW3777.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3777.The vertical order pertains to the NGVD 29 superseded value.
 AW3777
 AW3777.The geoid height was determined by GEOID03.
 AW3777
 AW3777;                    North         East    Units  Estimated Accuracy
 AW3777;SPC TXSC     - 4,220,290.      966,210.      MT  (+/- 180 meters Scaled)
 AW3777
 AW3777                          SUPERSEDED SURVEY CONTROL
 AW3777
 AW3777  NGVD 29 (??/??/92)    8.833  (m)           28.98   (f) ADJ UNCH    1 2
 AW3777
 AW3777.Superseded values are not recommended for survey control.
 AW3777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3777.See file dsdata.txt to determine how the superseded data were derived.
 AW3777
 AW3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN861950(NAD 83)
 AW3777_MARKER: DR = REFERENCE MARK DISK
 AW3777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3777_STAMPING: CULLINAN NO 3 1931 1955
 AW3777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3777+STABILITY: SURFACE MOTION
 AW3777
 AW3777  HISTORY     - Date     Condition        Report By
 AW3777  HISTORY     - 1955     MONUMENTED       CGS
 AW3777  HISTORY     - 1959     GOOD             NGS
 AW3777  HISTORY     - 1968     MARK NOT FOUND   NGS
 AW3777  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW3777
 AW3777                          STATION DESCRIPTION
 AW3777
 AW3777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3777'0.8 MI W FROM GREENS BAYOU.
 AW3777'ABOUT 0.8 MILE WEST ALONG MARKET STREET ROAD FROM THE MARKET STREET
 AW3777'BAPTIST CHURCH AT GREENS BAYOU, 57 FEET NORTH OF THE CENTER LINE OF
 AW3777'MARKET STREET ROAD, 363 FEET EAST OF THE CENTER LINE FEDERAL ROAD, 21
 AW3777'FEET EAST OF A FENCE CORNER POST, 82 FEET EAST-SOUTHEAST OF
 AW3777'TRIANGULATION STATION CULLINAN 1931, 3 FEET SOUTH OF A STEEL MESH
 AW3777'FENCE, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. NOTE--
 AW3777'NEW CONSTRUCTION IN THE AREA.
 AW3777
 AW3777                          STATION RECOVERY (1968)
 AW3777
 AW3777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW3777'MARK NOT FOUND.
 AW3777
 AW3777                          STATION RECOVERY (1994)
 AW3777
 AW3777'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3771 ***********************************************************************
 AW3771  DESIGNATION -  CULLINAN RM 4
 AW3771  PID         -  AW3771
 AW3771  STATE/COUNTY-  TX/HARRIS
 AW3771  USGS QUAD   -  JACINTO CITY (1982)
 AW3771
 AW3771                         *CURRENT SURVEY CONTROL
 AW3771  ___________________________________________________________________
 AW3771* NAD 83(1986)-  29 46 03.     (N)    095 12 44.     (W)     SCALED    
 AW3771* NAVD 88     -         9.02   (+/-2cm)      29.6    (feet)  VERTCON   
 AW3771  ___________________________________________________________________
 AW3771  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3771
 AW3771  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3771
 AW3771.The horizontal coordinates were scaled from a topographic map and have
 AW3771.an estimated accuracy of +/- 6 seconds.
 AW3771
 AW3771.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3771.The vertical order pertains to the NGVD 29 superseded value.
 AW3771
 AW3771.The geoid height was determined by GEOID03.
 AW3771
 AW3771;                    North         East    Units  Estimated Accuracy
 AW3771;SPC TXSC     - 4,220,290.      966,210.      MT  (+/- 180 meters Scaled)
 AW3771
 AW3771                          SUPERSEDED SURVEY CONTROL
 AW3771
 AW3771  NGVD 29 (??/??/92)    9.020  (m)           29.59   (f) ADJ UNCH    1 2
 AW3771
 AW3771.Superseded values are not recommended for survey control.
 AW3771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3771.See file dsdata.txt to determine how the superseded data were derived.
 AW3771
 AW3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN861950(NAD 83)
 AW3771_MARKER: DR = REFERENCE MARK DISK
 AW3771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3771_SP_SET: CULVERT
 AW3771_STAMPING: CULLINAN NO 4 1931 1955
 AW3771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3771
 AW3771  HISTORY     - Date     Condition        Report By
 AW3771  HISTORY     - 1955     MONUMENTED       CGS
 AW3771  HISTORY     - 1959     GOOD             NGS
 AW3771  HISTORY     - 1968     MARK NOT FOUND   NGS
 AW3771  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW3771
 AW3771                          STATION DESCRIPTION
 AW3771
 AW3771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3771'0.8 MI W FROM GREENS BAYOU.
 AW3771'ABOUT 0.8 MILE WEST ALONG MARKET STREET ROAD FROM THE MARKET STREET
 AW3771'BAPTIST CHURCH AT GREENS BAYOU, 49 FEET NORTH OF THE CENTER LINE OF
 AW3771'MARKET STREET ROAD, IN THE TOP OF THE EAST BRICK HEAD WALL OF A
 AW3771'CULVERT UNDER A PRIVATE DRIVEWAY, 220 FEET EAST OF THE CENTER LINE OF
 AW3771'FEDERAL ROAD, 75 FEET SOUTHWEST OF TRIANGULATION STATION CULLINAN
 AW3771'1931, 71 FEET SOUTH OF THE SOUTHEAST CORNER OF A BRICK HOUSE, AND 9
 AW3771'FEET EAST OF THE CENTER LINE OF A DRIVEWAY.
 AW3771
 AW3771                          STATION RECOVERY (1968)
 AW3771
 AW3771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW3771'MARK NOT FOUND.
 AW3771
 AW3771                          STATION RECOVERY (1994)
 AW3771
 AW3771'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1404 ***********************************************************************
 DM1404  DESIGNATION -  CUMBY
 DM1404  PID         -  DM1404
 DM1404  STATE/COUNTY-  TX/HUNT
 DM1404  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM1404
 DM1404                         *CURRENT SURVEY CONTROL
 DM1404  ___________________________________________________________________
 DM1404* NAD 83(1993)-  33 07 50.46381(N)    095 53 29.88374(W)     ADJUSTED  
 DM1404* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 DM1404  ___________________________________________________________________
 DM1404  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 DM1404  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DM1404
 DM1404  HORZ ORDER  -  FIRST
 DM1404
 DM1404.The horizontal coordinates were established by classical geodetic methods
 DM1404.and adjusted by the National Geodetic Survey in February 1996..
 DM1404
 DM1404.The orthometric height was scaled from a topographic map.
 DM1404
 DM1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1404
 DM1404.The geoid height was determined by GEOID03.
 DM1404
 DM1404;                    North         East     Units Scale Factor Converg.
 DM1404;SPC TXNC     - 2,165,365.826   843,344.383   MT  0.99987357   +1 25 21.3
 DM1404;SPC TXNC     - 7,104,204.38  2,766,872.36   sFT  0.99987357   +1 25 21.3
 DM1404;UTM  15      - 3,669,497.339   230,228.037   MT  1.00049741   -1 34 53.0
 DM1404
 DM1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1404!SPC TXNC     -   0.99997406  x   0.99987357  =   0.99984763
 DM1404!UTM  15      -   0.99997406  x   1.00049741  =   1.00047145
 DM1404
 DM1404:                Primary Azimuth Mark                     Grid Az
 DM1404:SPC TXNC     -  CUMBY MUNICIPAL TANK                     080 34 59.9
 DM1404:UTM  15      -  CUMBY MUNICIPAL TANK                     083 35 14.2
 DM1404
 DM1404|---------------------------------------------------------------------|
 DM1404| PID    Reference Object                     Distance      Geod. Az  |
 DM1404|                                                           dddmmss.s |
 DM1404| DM1403 CUMBY MUNICIPAL TANK                APPROX. 4.9 KM 0820021.2 |
 DM1404| CR1344 LONE OAK MUNICIPAL TANK             APPROX.15.6 KM 1971914.7 |
 DM1404| CX9382 CUMBY RM 2                           48.128 METERS 26542     |
 DM1404| CX9379 CUMBY AZ MK                                        2692818.2 |
 DM1404| CX9380 CUMBY AZ MK 2                                      2710401.0 |
 DM1404| CX9381 CUMBY RM 1                           34.052 METERS 35745     |
 DM1404|---------------------------------------------------------------------|
 DM1404
 DM1404                          SUPERSEDED SURVEY CONTROL
 DM1404
 DM1404  NAD 83(1993)-  33 07 50.46617(N)    095 53 29.88197(W) AD(       ) 1
 DM1404  NAD 83(1986)-  33 07 50.47040(N)    095 53 29.87189(W) AD(       ) 1
 DM1404  NAD 27      -  33 07 50.05700(N)    095 53 28.99500(W) AD(       ) 1
 DM1404
 DM1404.Superseded values are not recommended for survey control.
 DM1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1404.See file dsdata.txt to determine how the superseded data were derived.
 DM1404
 DM1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS3022869497(NAD 83)
 DM1404_MARKER: DS = TRIANGULATION STATION DISK
 DM1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1404
 DM1404  HISTORY     - Date     Condition        Report By
 DM1404  HISTORY     - 1935     MONUMENTED       CGS
 DM1404  HISTORY     - 1949     GOOD             CGS
 DM1404  HISTORY     - 1957     GOOD             CGS
 DM1404  HISTORY     - 1964     GOOD             USGS
 DM1404
 DM1404                          STATION DESCRIPTION
 DM1404
 DM1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1404'STATION IS ABOUT 3 MILES W OF CUMBY, ABOUT 3-1/2 MILES ESE
 DM1404'OF CAMPBELL, ABOUT 12-1/2 MILES E OF GREENVILLE, ON FARM OWNED
 DM1404'AND OCCUPIED BY N.A. GREGORY, ON BARBED-WIRE, FENCE LINE THAT
 DM1404'SEPARATES HIS FRONT YARD ON E FROM THE PASTURE ON W, 58 FEET
 DM1404'SSW OF SW CORNER OF HIS HOUSE, JUST W OF HIS STORM CELLAR,
 DM1404'39 FEET N OF CENTER LINE OF THE E-W DIRT ROAD, 18 FEET N OF
 DM1404'THE SE CORNER POST OF THE PASTURE FENCE, 23 FEET SW OF A
 DM1404'12-INCH CEDAR TREE.  THE MARK PROJECTS 2 INCHES.
 DM1404'
 DM1404'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1404'BRONZE DISKS SET IN CONCRETE.
 DM1404'
 DM1404'REFERENCE MARK NO. 1 IS N OF STATION, 12 FEET W OF NW CORNER
 DM1404'OF THE HOUSE, 24 FEET WSW OF THE WELL, 2 FEET E OF THE BARBED-WIRE
 DM1404'FENCE THAT SEPARATES THE YARD ON E FROM PASTURE ON W.  IT PROJECTS
 DM1404'2 INCHES.
 DM1404'
 DM1404'REFERENCE MARK NO. 2 IS W OF STATION, ON S SIDE OF PASTURE, 1
 DM1404'FOOT N OF THE S PASTURE FENCE, 22 FEET N OF CENTER LINE OF THE
 DM1404'E-W DIRT ROAD, AND PROJECTS 2 INCHES.
 DM1404'
 DM1404'AZIMUTH MARK IS W OF STATION, 16 FEET S OF CENTER LINE OF THE
 DM1404'E-W ROAD, 3 FEET S OF THE CULVERT, ABOUT 110 FEET S OF G.A.
 DM1404'TAYLORS HOUSE WHICH IS ON OPPOSITE N SIDE OF THE ROAD.  IT
 DM1404'PROJECTS 4 INCHES.
 DM1404'
 DM1404'TO REACH FROM THE POST OFFICE IN CUMBY, GO W ON U.S. HIGHWAY
 DM1404'67, 2.6 MILES.  THENCE S ON DIRT ROAD 0.2 MILE TO TURN RIGHT
 DM1404'W, THENCE W 0.45 MILE TO THE HOUSE AND STATION ON N SIDE OF
 DM1404'ROAD.
 DM1404'
 DM1404'ALL LIGHTS ARE VISIBLE FROM GROUND.
 DM1404
 DM1404                          STATION RECOVERY (1949)
 DM1404
 DM1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 DM1404'THE STATION WAS RECOVERED AS DESCRIBED AND THE 1935 DESCRIPTION IS
 DM1404'ADEQUATE, EXCEPTING A NEW AZIMUTH MARK REPLACES THE OLD DUE
 DM1404'TO CAVING OF THE ROAD BANK AND THE DISTANCE AND DIRECTION TO
 DM1404'REFERENCE MARK NO. 2 DID NOT CHECK WITH THE 1935.
 DM1404'
 DM1404'AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, 29 FEET
 DM1404'NORTH OF THE CENTERLINE OF THE ROAD AND 3 FEET SOUTH OF A
 DM1404'POWERLINE POLE THAT LEADS TO A HOUSE.  THE MARK PROJECTS 4
 DM1404'INCHES AND THE DISK IS STAMPED CUMBY 1949.
 DM1404'
 DM1404'HEIGHT OF LIGHT ABOVE STATION MARK- 22 METERS.
 DM1404
 DM1404                          STATION RECOVERY (1957)
 DM1404
 DM1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1404'STATION AND REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 DM1404'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1404'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1404
 DM1404                          STATION RECOVERY (1964)
 DM1404
 DM1404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM1404'STATION IS ABOUT 3 MILES W OF CUMBY, ABOUT 3.5 MILES ESE OF
 DM1404'CAMPBELL ABOUT 12.5 MILES E OF GREENVILLE, ABOUT 0.2 MILES SE
 DM1404'OF A LARGE STOCK TANK AND ABOUT 150 FEET N OF INTERSTATE HWY 30.
 DM1404'
 DM1404'TO REACH FROM CAMPBELL, PROCEED S ON FM ROAD 513 FOR 1.4 MILES
 DM1404'TO ITS JCT WITH INTERSTATE HWY 30, THENCE E ALONG HWY 30 FOR
 DM1404'3.1 MILES TO THE TOP OF A HILL.  STATION IS 150 FEET N OF THE
 DM1404'W BOUND TRAFFIC LANE AND 15 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1403 ***********************************************************************
 DM1403  DESIGNATION -  CUMBY MUNICIPAL TANK
 DM1403  PID         -  DM1403
 DM1403  STATE/COUNTY-  TX/HOPKINS
 DM1403  USGS QUAD   -  CUMBY (1964)
 DM1403
 DM1403                         *CURRENT SURVEY CONTROL
 DM1403  ___________________________________________________________________
 DM1403* NAD 83(1993)-  33 08 12.48646(N)    095 50 23.16274(W)     ADJUSTED  
 DM1403* NAVD 88     -                                                        
 DM1403  ___________________________________________________________________
 DM1403  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DM1403  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DM1403
 DM1403  HORZ ORDER  -  THIRD
 DM1403
 DM1403.The horizontal coordinates were established by classical geodetic methods
 DM1403.and adjusted by the National Geodetic Survey in February 1996..
 DM1403
 DM1403
 DM1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1403
 DM1403.The geoid height was determined by GEOID03.
 DM1403
 DM1403;                    North         East     Units Scale Factor Converg.
 DM1403;SPC TXNC     - 2,166,165.322   848,165.048   MT  0.99987372   +1 27 03.2
 DM1403;SPC TXNC     - 7,106,827.39  2,782,688.16   sFT  0.99987372   +1 27 03.2
 DM1403;UTM  15      - 3,670,043.435   235,086.928   MT  1.00046537   -1 33 11.6
 DM1403
 DM1403                          SUPERSEDED SURVEY CONTROL
 DM1403
 DM1403  NAD 83(1993)-  33 08 12.48908(N)    095 50 23.16062(W) AD(       ) 4
 DM1403  NAD 83(1986)-  33 08 12.49307(N)    095 50 23.15080(W) AD(       ) 4
 DM1403  NAD 27      -  33 08 12.08000(N)    095 50 22.28200(W) AD(       ) 3
 DM1403
 DM1403.Superseded values are not recommended for survey control.
 DM1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1403.See file dsdata.txt to determine how the superseded data were derived.
 DM1403
 DM1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS3508770043(NAD 83)
 DM1403_MARKER: 53 = ELEVATED TANK
 DM1403
 DM1403  HISTORY     - Date     Condition        Report By
 DM1403  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1403  HISTORY     - 1957     GOOD             CGS
 DM1403  HISTORY     - 19950622 GOOD             USPSQD
 DM1403
 DM1403                          STATION DESCRIPTION
 DM1403
 DM1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1403'THIS INTERSECTION STATION IS THE MUNICIPAL TANK IN THE TOWN OF
 DM1403'CUMBY, TEXAS.  IT IS LOCATED IN THE CENTER OF THE TOWN, ABOUT
 DM1403'430 FEET S OF THE MAIN STREET (STATE HIGHWAY 67), ABOUT 110 FEET
 DM1403'W OF THE MAIN N AND S STREET, ABOUT 35 FEET S OF THE FILTER
 DM1403'TANK AND ABOUT 45 FEET SE OF THE PUMPING STATION.  THE TANK
 DM1403'WAS ERECTED IN 1924 AND IS VERY PROMINENT.
 DM1403'
 DM1403'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 110 FEET HIGH.  THE OVAL
 DM1403'SECTION EXTENDS DOWNWARD ABOUT 15 FEET, FROM THE CENTER OF WHICH
 DM1403'AN UNPROTECTED FEEDPIPE EXTENDS TO THE GROUND.  THE VERTICAL
 DM1403'SECTION IS ABOUT 20 FEET HIGH AND HAS A CATWALK AND RAIL AROUND
 DM1403'ITS BASE.  IT HAS THE WORD CUMBY PAINTED IN RED ON THE E AND W
 DM1403'SIDES.  THE FLAT CONICAL ROOF HAS A BALL AND LIGHT AT ITS APEX.
 DM1403'THE TOTAL HEIGHT IS ABOUT 135 FEET.  THE ENTIRE TANK IS SILVER
 DM1403'IN COLOR.
 DM1403
 DM1403                          STATION RECOVERY (1957)
 DM1403
 DM1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1403'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1403'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1403
 DM1403                          STATION RECOVERY (1995)
 DM1403
 DM1403'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0855 ***********************************************************************
 FM0855  DESIGNATION -  CUMMINGS
 FM0855  PID         -  FM0855
 FM0855  STATE/COUNTY-  TX/MOORE
 FM0855  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0855
 FM0855                         *CURRENT SURVEY CONTROL
 FM0855  ___________________________________________________________________
 FM0855* NAD 83(1993)-  35 50 13.17173(N)    102 06 23.47203(W)     ADJUSTED  
 FM0855* NAVD 88     -      1162.2    (meters)    3813.     (feet)  VERTCON   
 FM0855  ___________________________________________________________________
 FM0855  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 FM0855  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FM0855
 FM0855  HORZ ORDER  -  SECOND
 FM0855
 FM0855.The horizontal coordinates were established by classical geodetic methods
 FM0855.and adjusted by the National Geodetic Survey in February 1996..
 FM0855
 FM0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0855
 FM0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0855
 FM0855.The geoid height was determined by GEOID03.
 FM0855
 FM0855;                    North         East     Units Scale Factor Converg.
 FM0855;SPC TX N     - 1,203,960.528   145,205.366   MT  0.99993755   -0 21 05.4
 FM0855;SPC TX N     - 3,949,993.83    476,394.60   sFT  0.99993755   -0 21 05.4
 FM0855;UTM  13      - 3,969,734.412   761,353.313   MT  1.00044177   +1 41 42.1
 FM0855
 FM0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0855!SPC TX N     -   0.99982171  x   0.99993755  =   0.99975927
 FM0855!UTM  13      -   0.99982171  x   1.00044177  =   1.00026340
 FM0855
 FM0855|---------------------------------------------------------------------|
 FM0855| PID    Reference Object                     Distance      Geod. Az  |
 FM0855|                                                           dddmmss.s |
 FM0855| CJ6140 CUMMINGS RM 1                        58.653 METERS 03524     |
 FM0855| FL1873 DUMAS W MUNICIPAL TANK              APPROX.12.3 KM 0753611.0 |
 FM0855| CJ6138 CUMMINGS AZ MK                                     0891846.6 |
 FM0855| CJ6139 CUMMINGS AZ MK 2                                   1782333.5 |
 FM0855| CJ6141 CUMMINGS RM 2                        44.958 METERS 26551     |
 FM0855|---------------------------------------------------------------------|
 FM0855
 FM0855                          SUPERSEDED SURVEY CONTROL
 FM0855
 FM0855  NAD 83(1993)-  35 50 13.17094(N)    102 06 23.47139(W) AD(       ) 2
 FM0855  NAD 83(1986)-  35 50 13.17908(N)    102 06 23.46250(W) AD(       ) 2
 FM0855  NAD 27      -  35 50 13.03900(N)    102 06 21.80100(W) AD(       ) 2
 FM0855  NGVD 29 (07/19/86) 1161.6    (m)         3811.     (f) VERT ANG       
 FM0855
 FM0855.Superseded values are not recommended for survey control.
 FM0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0855.See file dsdata.txt to determine how the superseded data were derived.
 FM0855
 FM0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV6135369734(NAD 83)
 FM0855_MARKER: DS = TRIANGULATION STATION DISK
 FM0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0855
 FM0855  HISTORY     - Date     Condition        Report By
 FM0855  HISTORY     - 1935     MONUMENTED       CGS
 FM0855  HISTORY     - 1953     GOOD             CGS
 FM0855  HISTORY     - 1973     GOOD             USAF
 FM0855
 FM0855                          STATION DESCRIPTION
 FM0855
 FM0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0855'THE STATION IS 7-1/2 MILES W AND 1-1/2 MILES S OF DUMAS, ON
 FM0855'THE HIGHEST POINT FOR SEVERAL MILES IN ANY DIRECTION.  IT IS
 FM0855'IN BLOCK 44, OF SECTION 203, THE LAND IS OWNED BY MR. LITTLETON
 FM0855'CUMMINGS OF DUMAS, AND RENTED BY MR. BOB LOCKHART.
 FM0855'
 FM0855'THE STATION MARK IS 152 FEET SE OF THE SE CORNER OF THE
 FM0855'LOCKHART RANCH HOUSE, 217-1/2 FEET SSE OF A WINDMILL AND
 FM0855'WELL IN THE RANCH YARD, AND 118 FEET WSW OF A LONE SW FENCE
 FM0855'CORNER (SECTION CORNER).  IT PROJECTS 4 INCHES.
 FM0855'
 FM0855'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FM0855'BRONZE DISKS SET IN CONCRETE.
 FM0855'
 FM0855'REFERENCE MARK NO. 1 LIES NE OF THE STATION.  IT IS 180 FEET
 FM0855'E OF THE WINDMILL AND WELL IN THE RANCH YARD, 102 FEET N OF
 FM0855'THE LONE SW FENCE CORNER, AND 1/2 FOOT W OF THE N-S FENCE FROM
 FM0855'THE CORNER MENTIONED ABOVE.  IT PROJECTS 6 INCHES.
 FM0855'
 FM0855'REFERENCE MARK NO. 2 LIES W OF THE STATION.  IT IS 149-1/2 FEET
 FM0855'S OF SE CORNER OF THE LOCKHART RANCH HOUSE.  IT PROJECTS
 FM0855'6 INCHES.
 FM0855'
 FM0855'THE AZIMUTH MARK LIES E OF THE STATION.  IT IS 40 FEET W OF A
 FM0855'FENCE T-INTERSECTION (STEM S), AND 1 FOOT S OF AN E-W FENCE
 FM0855'(FENCE E FROM THE LONE SW SECTION CORNER MENTIONED IN THE
 FM0855'FOREGOING DESCRIPTION OF STATION.) IT PROJECTS 6 INCHES.
 FM0855'
 FM0855'THE STATION MAY BE REACHED FROM MOORE COUNTY COURTHOUSE
 FM0855'IN DUMAS, BY DRIVING N ON STATE HIGHWAY 9 FOR 0.4 MILE, TO A
 FM0855'T-INTERSECTION OF STATE HIGHWAY 9 AND A GRADED ROAD W (ROAD
 FM0855'TO HARTLEY AND DELHART).  TURN LEFT OR W OFF OF THE PAVEMENT
 FM0855'ON TO THE GRADED ROAD, DRIVE 0.4 MILE TO A RAILROAD CROSSING,
 FM0855'FROM CROSSING CONTINUE W ON THE GRADE FOR 7.0 MILES TO A CROSS
 FM0855'ROAD (GRADED TO THE N).  TURN LEFT OR S AT CROSS ROAD ON TO A
 FM0855'PLAIN SECTION-LINE ROAD, AND DRIVE 2.0 MILES S TO THE LOCKHART
 FM0855'RANCH AND THE STATION.
 FM0855'
 FM0855'A 15-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 FM0855
 FM0855                          STATION RECOVERY (1953)
 FM0855
 FM0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0855'THE STATION WAS RECOVERED AS DESCRIBED, THE STATION MARK AND
 FM0855'REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION.  A NEW
 FM0855'AZIMUTH MARK WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 FM0855'
 FM0855'THE STATION WAS LOCATED IN PASTURE LAND AND THE HIGHEST POINT
 FM0855'IN THE VICINITY, ABOUT 8 MILES SOUTHWEST OF DUMAS, 2 MILES
 FM0855'SOUTH OF U.S. HIGHWAY 87, ABOUT 200 FEET SOUTH EAST OF THE
 FM0855'SOUTHEAST CORNER OF THE RANCH HOUSE, 65 FEET SOUTH OF THE
 FM0855'FENCE CORNER AND 5.5 FEET EAST OF THE WHITE WITNESS POST.
 FM0855'
 FM0855'TO REACH, FROM THE U.S. POST OFFICE IN HARTLEY, GO EASTERLY,
 FM0855'ON U.S. HIGHWAY 87, FOR 0.5 MILE TO FORKS.  TAKE LEFT FORK, AND
 FM0855'GO EASTERLY, ON U.S. HIGHWAY 87, FOR 16.2 MILES TO SIDE ROAD
 FM0855'RIGHT.  TURN RIGHT, AND GO SOUTH 2.0 MILES TO RANCH HOUSE AND
 FM0855'THE STATION.
 FM0855'
 FM0855'THE STATION MARK IS A STANDARD DISK, STAMPED CUMMINGS 1935,
 FM0855'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS
 FM0855'ABOUT FLUSH WITH THE GROUND.
 FM0855'
 FM0855'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CUMMINGS
 FM0855'NO 1 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FM0855'WHICH PROJECTS ABOUT 5 INCHES AND IS ABOUT THE SAME ELEVATION
 FM0855'AS THE STATION.  IT IS LOCATED 127 FEET NORTHEAST OF THE FENCE
 FM0855'CORNER AND 6 INCHES EAST OF THE NORTH-SOUTH FENCELINE.
 FM0855'
 FM0855'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CUMMINGS
 FM0855'NO 2 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FM0855'MONUMENT WHICH PROJECTS ABOUT 15 INCHES AND IS ABOUT THE SAME
 FM0855'ELEVATION AS THE STATION.  IT IS LOCATED 152 FEET WEST
 FM0855'SOUTHWEST OF THE FENCE CORNER AND 95 FEET SOUTH OF THE EAST-WEST
 FM0855'FENCELINE.
 FM0855'
 FM0855'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CUMMINGS 1935
 FM0855'1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FM0855'WHICH PROJECTS ABOUT 3 INCHES.  IT IS LOCATED 16 INCHES
 FM0855'NORTHWEST OF THE FENCE CORNER.  TO REACH, FROM THE STATION,
 FM0855'GO SOUTH, ALONG THE WEST SIDE OF THE NORTH-SOUTH FENCELINE 0.5
 FM0855'MILE TO THE FENCE CORNER AND THE AZIMUTH MARK.
 FM0855'
 FM0855'NOTE--THE OLD AZIMUTH MARK WAS NOT FOUND.  SEE RECONN.
 FM0855'DESCRIPTION.
 FM0855'
 FM0855'NOTE--MEASUREMENT TO R.M. 2 FAILED TO CHECK 1935 DISTANCES.
 FM0855'THIS WAS NOTED AND CHECKED IN THE FIELD AND THE 1953
 FM0855'MEASUREMENT IS CORRECT.
 FM0855
 FM0855                          STATION RECOVERY (1973)
 FM0855
 FM0855'RECOVERY NOTE BY US AIR FORCE 1973
 FM0855'STATION RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 FM0855'FOLLOWS--THE STATION IS LOCATED IN PASTURE LAND AND THE HIGHEST
 FM0855'POINT IN THE VICINITY, ABOUT 8 MILES SOUTHWEST OF DUMAS, 2 MILES
 FM0855'SOUTH OF U.S. HIGHWAY 87, ABOUT 200 FEET SOUTHEAST OF THE
 FM0855'SOUTHEAST CORNER OF THE RANCH HOUSE, 65 FEET SOUTH OF THE FENCE
 FM0855'CORNER AND 5.5 FEET EAST OF THE WHITE WITNESS POST.
 FM0855'
 FM0855'TO REACH, FROM THE U.S. POST OFFICE IN HARTLEY, GO EASTERLY,
 FM0855'ON U.S. HIGHWAY 87, FOR 0.5 MILE TO FORKS.  TAKE LEFT FORK,
 FM0855'AND GO SOUTH 2.0 MILES TO RANCH HOUSE AND THE STATION.
 FM0855'
 FM0855'THE STATION MARK IS A STANDARD DISK, STAMPED CUMMINGS 1935,
 FM0855'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS
 FM0855'ABOUT FLUSH WITH THE GROUND.
 FM0855'
 FM0855'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CUMMINGS
 FM0855'NO 1 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FM0855'MONUMENT WHICH PROJECTS ABOUT 5 INCHES AND IS ABOUT THE SAME
 FM0855'ELEVATION AS THE STATION, IT IS LOCATED 127 FEET NORTHEAST
 FM0855'OF THE FENCE CORNER AND 6 INCHES EAST OF THE NORTH-SOUTH
 FM0855'FENCELINE.
 FM0855'
 FM0855'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CUMMINGS
 FM0855'NO 2 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FM0855'MONUMENT WHICH PROJECTS ABOUT 15 INCHES AND IS ABOUT THE SAME
 FM0855'ELEVATION AS THE STATION.  IT IS LOCATED 153 FEET WEST
 FM0855'SOUTHWEST OF THE FENCE CORNER AND 95 FEET SOUTH OF THE EAST-WEST
 FM0855'FENCELINE.
 FM0855'
 FM0855'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CUMMINGS 1935 1953,
 FM0855'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FM0855'PROJECTS ABOUT 3 INCHES.  IT IS LOCATED 16 INCHES NORTHWEST
 FM0855'OF THE FENCE CORNER.  TO REACH, FROM THE STATION, GO SOUTH,
 FM0855'ALONG THE WEST SIDE OF THE NORTH-SOUTH FENCELINE 0.5 MILE TO THE
 FM0855'FENCE CORNER AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1030 ***********************************************************************
 BM1030  DESIGNATION -  CUMMINS
 BM1030  PID         -  BM1030
 BM1030  STATE/COUNTY-  TX/LEE
 BM1030  USGS QUAD   -  LEDBETTER (1988)
 BM1030
 BM1030                         *CURRENT SURVEY CONTROL
 BM1030  ___________________________________________________________________
 BM1030* NAD 83(1993)-  30 08 46.79976(N)    096 51 23.84661(W)     ADJUSTED  
 BM1030* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 BM1030  ___________________________________________________________________
 BM1030  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 BM1030  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BM1030
 BM1030  HORZ ORDER  -  FIRST
 BM1030
 BM1030.The horizontal coordinates were established by classical geodetic methods
 BM1030.and adjusted by the National Geodetic Survey in February 1996..
 BM1030
 BM1030.The orthometric height was scaled from a topographic map.
 BM1030
 BM1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1030
 BM1030.The geoid height was determined by GEOID03.
 BM1030
 BM1030;                    North         East     Units Scale Factor Converg.
 BM1030;SPC TX C     - 3,058,408.890 1,034,904.358   MT  0.99999221   +1 47 26.6
 BM1030;SPC TX C     -10,034,129.83  3,395,348.71   sFT  0.99999221   +1 47 26.6
 BM1030;SPC TXSC     - 4,258,241.908   806,483.146   MT  0.99996330   +1 03 00.2
 BM1030;SPC TXSC     -13,970,581.99  2,645,936.79   sFT  0.99996330   +1 03 00.2
 BM1030;UTM  14      - 3,336,940.261   706,443.723   MT  1.00012583   +1 04 36.5
 BM1030
 BM1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1030!SPC TX C     -   0.99998204  x   0.99999221  =   0.99997425
 BM1030!SPC TXSC     -   0.99998204  x   0.99996330  =   0.99994534
 BM1030!UTM  14      -   0.99998204  x   1.00012583  =   1.00010787
 BM1030
 BM1030|---------------------------------------------------------------------|
 BM1030| PID    Reference Object                     Distance      Geod. Az  |
 BM1030|                                                           dddmmss.s |
 BM1030| CV8325 CUMMINS RM 1                         35.775 METERS 15438     |
 BM1030| CV8326 CUMMINS RM 2                         28.444 METERS 24505     |
 BM1030| CV8324 CUMMINS AZ MK                                      2550141.6 |
 BM1030|---------------------------------------------------------------------|
 BM1030
 BM1030                          SUPERSEDED SURVEY CONTROL
 BM1030
 BM1030  NAD 83(1986)-  30 08 46.81803(N)    096 51 23.83131(W) AD(       ) 1
 BM1030  NAD 27      -  30 08 46.03400(N)    096 51 22.90300(W) AD(       ) 1
 BM1030
 BM1030.Superseded values are not recommended for survey control.
 BM1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1030.See file dsdata.txt to determine how the superseded data were derived.
 BM1030
 BM1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0644436940(NAD 83)
 BM1030_MARKER: DS = TRIANGULATION STATION DISK
 BM1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1030
 BM1030  HISTORY     - Date     Condition        Report By
 BM1030  HISTORY     - 1943     MONUMENTED       CGS
 BM1030  HISTORY     - 1954     GOOD             CGS
 BM1030
 BM1030                          STATION DESCRIPTION
 BM1030
 BM1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1030'THE STATION IS ABOUT 6 MILES E BY S OF GIDDINGS, 4 MILES
 BM1030'W OF LEDBETTER, AND 8 MILES NE OF WARDS.  IT PROJECTS 4
 BM1030'INCHES, AND IS STAMPED CUMMINS 1943.
 BM1030'
 BM1030'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1030'DISKS SET IN CONCRETE.
 BM1030'
 BM1030'REFERENCE MARK NO. 2 IS ACROSS THE ROAD, W OF THE STATION,
 BM1030'IN THE FENCE LINE AT THE CURVE IN THE ROAD, MIDWAY BETWEEN
 BM1030'TWO OAK TREES.  THE DISK IS STAMPED CUMMINS 1943 AND PROJECTS
 BM1030'2 INCHES.
 BM1030'
 BM1030'REFERENCE MARK NO. 1 IS SSW OF THE STATION, ACROSS THE ROAD,
 BM1030'IN THE N-S FENCE LINE, ABOUT 30 FEET S OF A LARGE OAK TREE
 BM1030'IN THE FENCE LINE.  THE DISK IS STAMPED CUMMINS 1943 AND
 BM1030'PROJECTS 2 INCHES.
 BM1030'
 BM1030'THE AZIMUTH MARK IS ABOUT 0.3 MILE W OF STATION, 150 FEET
 BM1030'E OF A WHITE SCHOOLHOUSE AT A BEND IN THE DIRT ROAD.  THE
 BM1030'MARK IS UNDER A POST SUPPORTING 4 MAILBOXES BY AN OAK TREE.
 BM1030'THE DISK IS STAMPED CUMMINS 1943 AND PROJECTS 3 INCHES.
 BM1030'TO REACH FROM STATION--GO W 0.3 MILE ALONG E-W DIRT ROAD FROM
 BM1030'STATION TO WHERE ROAD CURVES RIGHT, N, AND WHITE SCHOOLHOUSE,
 BM1030'AND MARK.
 BM1030'
 BM1030'STATION IS REACHED FROM GIDDINGS, AT INTERSECTION OF U.S.
 BM1030'290 AND U.S. 77.  GO E ON 290 FOR 2.3 MILES TO SIDE ROAD
 BM1030'TO RIGHT.  TURN RIGHT, S, ON DIRT ROAD AND GO 3.15 MILES TO
 BM1030'WHERE ROAD TURNS LEFT AT SCHOOLHOUSE.  CONTINUE ON ROAD
 BM1030'0.35 MILE TO WHERE ROAD TURNS RIGHT, S, AND STATION.
 BM1030'
 BM1030'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BM1030
 BM1030                          STATION RECOVERY (1954)
 BM1030
 BM1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1030'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 BM1030'CONDITION.
 BM1030'
 BM1030'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF GIDDINGS,
 BM1030'4 MILES WEST OF LEDBETTER AND 3 MILES SOUTHWEST OF U.S. HIGHWAY
 BM1030'290.  IT IS ON PROPERTY OWNED BY DR. WOODWART.
 BM1030'
 BM1030'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 BM1030'290 AND 77 IN GIDDINGS, GO EAST ON U.S. HIGHWAY 290 FOR 2.3
 BM1030'MILES TO A Y-INTERSECTION WITH A DIRT ROAD LEADING RIGHT,
 BM1030'SOUTH.  TURN RIGHT AND FOLLOW DIRT ROAD FOR 3.1 MILES TO A
 BM1030'BEND IN THE ROAD IN FRONT OF A RANCH HOUSE AND THE AZIMUTH
 BM1030'MARK ON THE RIGHT.  CONTINUE AHEAD, MAKING BEND TO THE LEFT,
 BM1030'FOR 0.35 MILE TO A GATE WHERE THE ROAD MAKES A SHARP TURN TO
 BM1030'THE RIGHT, GO THROUGH THE GATE THENCE RIGHT TO THE MARK
 BM1030'ABOUT 6 FEET INSIDE THE FENCELINE AND 48 FEET SOUTH OF THE
 BM1030'GATE.
 BM1030'
 BM1030'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE
 BM1030'CONCRETE POST PROJECTING 4 INCHES.  IT IS STAMPED CUMMINS
 BM1030'1943 AND IS 37 FEET EAST OF THE CENTERLINE OF THE ROAD.
 BM1030'
 BM1030'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN
 BM1030'A SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS IN THE
 BM1030'NORTH-SOUTH FENCELINE ACROSS THE ROAD FROM THE STATION AND 30 FEET
 BM1030'SOUTH OF A LARGE OAK TREE.  THE MARK IS STAMPED CUMMINS NO 1
 BM1030'1943.
 BM1030'
 BM1030'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN
 BM1030'A SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS IN THE
 BM1030'FENCELINE ACROSS THE ROAD FROM THE STATION AND IN THE FENCELINE
 BM1030'AND AT THE TURN IN THE ROAD.  THE MARK IS STAMPED CUMMINS NO
 BM1030'2 1943.
 BM1030'
 BM1030'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE
 BM1030'CONCRETE POST PROJECTING 3 INCHES.  IT IS BETWEEN A POST
 BM1030'AND AN OAK TREE AND UNDER 3 MAIL BOXES.  THE MARK IS STAMPED
 BM1030'CUMMINS 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1281 ***********************************************************************
 CR1281  DESIGNATION -  CUNEY
 CR1281  PID         -  CR1281
 CR1281  STATE/COUNTY-  TX/ANDERSON
 CR1281  USGS QUAD   -  BERRYVILLE (1973)
 CR1281
 CR1281                         *CURRENT SURVEY CONTROL
 CR1281  ___________________________________________________________________
 CR1281* NAD 83(1993)-  32 02 44.84210(N)    095 26 58.32849(W)     ADJUSTED  
 CR1281* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 CR1281  ___________________________________________________________________
 CR1281  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 CR1281  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR1281
 CR1281  HORZ ORDER  -  THIRD
 CR1281
 CR1281.The horizontal coordinates were established by classical geodetic methods
 CR1281.and adjusted by the National Geodetic Survey in February 1996..
 CR1281
 CR1281.The orthometric height was scaled from a topographic map.
 CR1281
 CR1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1281
 CR1281.The geoid height was determined by GEOID03.
 CR1281
 CR1281;                    North         East     Units Scale Factor Converg.
 CR1281;SPC TX C     - 3,273,878.921 1,161,129.716   MT  1.00004768   +2 30 55.6
 CR1281;SPC TX C     -10,741,051.09  3,809,473.08   sFT  1.00004768   +2 30 55.6
 CR1281;SPC TXNC     - 2,046,225.233   888,071.445   MT  1.00002540   +1 39 49.3
 CR1281;SPC TXNC     - 6,713,323.95  2,913,614.40   sFT  1.00002540   +1 39 49.3
 CR1281;UTM  15      - 3,548,135.415   268,712.302   MT  1.00025976   -1 18 01.1
 CR1281
 CR1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1281!SPC TX C     -   0.99998309  x   1.00004768  =   1.00003076
 CR1281!SPC TXNC     -   0.99998309  x   1.00002540  =   1.00000849
 CR1281!UTM  15      -   0.99998309  x   1.00025976  =   1.00024284
 CR1281
 CR1281:                Primary Azimuth Mark                     Grid Az
 CR1281:SPC TX C     -  CUNEY AZ MK                              001 32 43.0
 CR1281:SPC TXNC     -  CUNEY AZ MK                              002 23 49.3
 CR1281:UTM  15      -  CUNEY AZ MK                              005 21 39.7
 CR1281
 CR1281|---------------------------------------------------------------------|
 CR1281| PID    Reference Object                     Distance      Geod. Az  |
 CR1281|                                                           dddmmss.s |
 CR1281| CX9383 CUNEY AZ MK                                        0040338.6 |
 CR1281| CX9384 CUNEY RM 1                           26.918 METERS 03122     |
 CR1281| CX9385 CUNEY RM 2                           30.434 METERS 13734     |
 CR1281| CX9386 CUNEY RM 3                           25.174 METERS 21706     |
 CR1281| CR1300 FRANKSTON MUNICIPAL TANK            APPROX. 5.4 KM 2812243.8 |
 CR1281|---------------------------------------------------------------------|
 CR1281
 CR1281                          SUPERSEDED SURVEY CONTROL
 CR1281
 CR1281  NAD 83(1986)-  32 02 44.85131(N)    095 26 58.31377(W) AD(       ) 3
 CR1281  NAD 27      -  32 02 44.26840(N)    095 26 57.47690(W) AD(       ) 3
 CR1281
 CR1281.Superseded values are not recommended for survey control.
 CR1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1281.See file dsdata.txt to determine how the superseded data were derived.
 CR1281
 CR1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR6871248135(NAD 83)
 CR1281_MARKER: DS = TRIANGULATION STATION DISK
 CR1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1281
 CR1281  HISTORY     - Date     Condition        Report By
 CR1281  HISTORY     - 1958     MONUMENTED       CGS
 CR1281  HISTORY     - 19730608 MARK NOT FOUND   USGS
 CR1281  HISTORY     - 1975     SEE DESCRIPTION  NGS
 CR1281
 CR1281                          STATION DESCRIPTION
 CR1281
 CR1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1281'THE STATION IS LOCATED ABOUT 3 MILES EAST OF FRANKSTON,
 CR1281'1 MILE WEST OF THE NECHES RIVER AND 100 YARDS NORTH OF U.S.
 CR1281'HIGHWAY 175 ON THE HIGHEST PART OF THE HILL.  IT IS 84 FEET
 CR1281'NORTH OF A POWER POLE, 35 FEET WEST OF THE CENTER OF A GRAVELED
 CR1281'ROAD AND 7 FEET EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES
 CR1281'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CUNEY 1958.
 CR1281'
 CR1281'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTER OF A
 CR1281'GRAVELED ROAD, 2 FEET EAST OF A FENCE AND 2 FEET SOUTH OF
 CR1281'A LARGE OAK TREE.  THE MARK PROJECTS 3 INCHES ABOVE THE
 CR1281'SURFACE OF THE GROUND AND IS STAMPED CUNEY NO 1 1958.
 CR1281'
 CR1281'REFERENCE MARK NO. 2 IS 65 FEET SOUTHEAST OF THE CENTER
 CR1281'OF A GRAVELED ROAD, 61 FEET NORTH OF THE NORTHEAST CORNER
 CR1281'OF AN OLD HOUSE AND 3 FEET NORTHWEST OF AN OAK TREE.  THE
 CR1281'MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND
 CR1281'IS STAMPED CUNEY NO 2 1958.
 CR1281'
 CR1281'THE AZIMUTH MARK IS 33 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 CR1281'GRAVELED ROAD, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 CR1281'1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS
 CR1281'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1281'CUNEY 1958.
 CR1281'
 CR1281'TO REACH THE STATION FROM THE POST OFFICE IN FRANKSTON GO
 CR1281'EAST ON AN OIL ROAD FOR 0.1 MILE TO THE JUNCTION WITH TEXAS
 CR1281'HIGHWAY 155.  TURN LEFT ON TEXAS HIGHWAY 155 AND GO 0.05
 CR1281'MILE TO THE JUNCTION WITH U.S. HIGHWAY 175.  TURN RIGHT
 CR1281'ON U.S. HIGHWAY 175 AND GO 3.25 MILES TO A CROSS ROAD.  TURN
 CR1281'LEFT ON A GRAVELED ROAD AND GO 0.05 MILE TO THE STATION
 CR1281'ON THE LEFT AS DESCRIBED.
 CR1281'
 CR1281'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE STRAIGHT
 CR1281'AHEAD ON THE GRAVELED ROAD AND GO 0.55 MILE TO THE AZIMUTH
 CR1281'MARK ON THE LEFT AS DESCRIBED.
 CR1281'
 CR1281'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 CR1281
 CR1281                          STATION RECOVERY (1973)
 CR1281
 CR1281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JHM)
 CR1281'MARK NOT FOUND.
 CR1281
 CR1281                          STATION RECOVERY (1975)
 CR1281
 CR1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CR1281'THE STATION SUB-SURFACE MARK, REFERENCE MARK NO. 2 AND THE
 CR1281'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CR1281'STATION SURFACE MARK AND REFERENCE MARK NO. 1, WERE FOUND
 CR1281'TO HAVE BEEN DESTROYED.
 CR1281'
 CR1281'A NEW STATION SURFACE MARK AND REFERENCE MARK NO. 3, WERE
 CR1281'ESTABLISHED AT THIS TIME.
 CR1281'
 CR1281'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.
 CR1281'
 CR1281'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CR1281'
 CR1281'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF FRANKSTON,
 CR1281'1 MILE WEST-NORTHWEST OF NECHES RIVER BRIDGE AND AT THE
 CR1281'INTERSECTION OF U.S. HIGHWAY 175 AND FARM ROAD 1892.
 CR1281'
 CR1281'TO REACH THE STATION FROM THE POST OFFICE IN CUNEY, GO WESTERLY
 CR1281'ON U.S. HIGHWAY 175 FOR 2.15 MILES TO THE JUNCTION OF FARM
 CR1281'ROAD 1892 ON THE RIGHT AND STATION ON THE RIGHT.
 CR1281'
 CR1281'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CR1281'CONCRETE POST, THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 CR1281'AND IS STAMPED CUNEY 1958 1975.  IT IS 286 FEET NORTHEAST
 CR1281'OF THE CENTER-LINE OF U.S. HIGHWAY 175, 140 FEET NORTH OF
 CR1281'THE NORTHEAST CORNER OF VACANT HOUSE, 133 FEET EAST-SOUTHEAST
 CR1281'OF THE CENTER-LINE OF FARM ROAD 1892, 82 FEET NORTHEAST
 CR1281'OF A HI-LINE POLE, AND 2 FEET NORTHEAST OF A METAL WITNESS
 CR1281'POST.
 CR1281'
 CR1281'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP
 CR1281'OF A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES
 CR1281'AND IS STAMPED CUNEY NO 2 1958.  IT IS 73 FEET NORTHEAST
 CR1281'OF THE NORTHEAST CORNER OF VACANT HOUSE, 41 FEET EAST OF
 CR1281'A 36-INCH OAK TREE AND 3 FEET NORTH OF A 36-INCH OAK TREE.
 CR1281'
 CR1281'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP
 CR1281'OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND
 CR1281'AND IS STAMPED CUNEY 1958 NO 3 1975.  IT IS 36 FEET NORTHEAST
 CR1281'OF THE CENTER OF DRIVE-WAY, 2 FEET EAST-SOUTHEAST OF A HI-LINE
 CR1281'POLE AND 1-FOOT NORTHEAST OF A METAL WITNESS POST.
 CR1281'
 CR1281'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CR1281'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED
 CR1281'CUNEY 1958.  IT IS 34 FEET WEST-NORTHWEST OF THE CENTER
 CR1281'OF ROAD, 2 FEET WEST OF A T FENCE-CORNER, 1-FOOT NORTH OF
 CR1281'FENCE-LINE AND 2 FEET EAST OF A METAL WITNESS POST.
 CR1281'
 CR1281'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 CR1281'ON SURFACE ROAD FOR 0.5 MILE TO FORK, KEEP LEFT AND GO 0.1
 CR1281'MILE TO MARK ON LEFT.
 CR1281'
 CR1281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FRANKSTON
 CR1281'EAST 3-MILES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1379 ***********************************************************************
 DM1379  DESIGNATION -  CUNNINGHAM
 DM1379  PID         -  DM1379
 DM1379  STATE/COUNTY-  TX/RED RIVER
 DM1379  USGS QUAD   -  CUNNINGHAM (1963)
 DM1379
 DM1379                         *CURRENT SURVEY CONTROL
 DM1379  ___________________________________________________________________
 DM1379* NAD 83(1993)-  33 25 39.49560(N)    095 18 18.96121(W)     ADJUSTED  
 DM1379* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 DM1379  ___________________________________________________________________
 DM1379  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DM1379  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DM1379
 DM1379  HORZ ORDER  -  THIRD
 DM1379
 DM1379.The horizontal coordinates were established by classical geodetic methods
 DM1379.and adjusted by the National Geodetic Survey in February 1996..
 DM1379
 DM1379.The orthometric height was scaled from a topographic map.
 DM1379
 DM1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1379
 DM1379.The geoid height was determined by GEOID03.
 DM1379
 DM1379;                    North         East     Units Scale Factor Converg.
 DM1379;SPC TXNC     - 2,199,792.499   897,032.224   MT  0.99989408   +1 44 32.6
 DM1379;SPC TXNC     - 7,217,152.56  2,943,013.22   sFT  0.99989408   +1 44 32.6
 DM1379;UTM  15      - 3,701,072.522   285,673.512   MT  1.00016637   -1 16 13.5
 DM1379
 DM1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1379!SPC TXNC     -   0.99998534  x   0.99989408  =   0.99987943
 DM1379!UTM  15      -   0.99998534  x   1.00016637  =   1.00015171
 DM1379
 DM1379|---------------------------------------------------------------------|
 DM1379| PID    Reference Object                     Distance      Geod. Az  |
 DM1379|                                                           dddmmss.s |
 DM1379| CX9388 CUNNINGHAM RM 1                      45.653 METERS 06335     |
 DM1379| CX9389 CUNNINGHAM RM 2                      25.160 METERS 22838     |
 DM1379| CX9387 CUNNINGHAM AZ MK                                   2690019.8 |
 DM1379| DM1380 CUNNINGHAM 2                         13.289 METERS 33019     |
 DM1379|---------------------------------------------------------------------|
 DM1379
 DM1379                          SUPERSEDED SURVEY CONTROL
 DM1379
 DM1379  NAD 83(1993)-  33 25 39.49692(N)    095 18 18.95886(W) AD(       ) 3
 DM1379  NAD 83(1986)-  33 25 39.50208(N)    095 18 18.94813(W) AD(       ) 3
 DM1379  NAD 27      -  33 25 39.10700(N)    095 18 18.12900(W) AD(       ) 3
 DM1379
 DM1379.Superseded values are not recommended for survey control.
 DM1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1379.See file dsdata.txt to determine how the superseded data were derived.
 DM1379
 DM1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT8567401073(NAD 83)
 DM1379_MARKER: DS = TRIANGULATION STATION DISK
 DM1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1379
 DM1379  HISTORY     - Date     Condition        Report By
 DM1379  HISTORY     - 1951     MONUMENTED       CGS
 DM1379  HISTORY     - 1957     GOOD             CGS
 DM1379  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DM1379
 DM1379                          STATION DESCRIPTION
 DM1379
 DM1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1379'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF BOGATA AND
 DM1379'ABOUT 3-1/2 MILES EAST OF CUNNINGHAM.  IT IS 139 FEET WEST OF
 DM1379'A FENCE CORNER, 33 FEET NORTH OF THE CENTERLINE OF A DIRT
 DM1379'ROAD AND 13 FEET NORTH OF A RIGHT-OF-WAY FENCELINE.  THE MARK
 DM1379'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CUNNINGHAM 1951.
 DM1379'
 DM1379'REFERENCE MARK NO. 1 IS 69 FEET SOUTH OF A FENCE CORNER
 DM1379'AND 18 FEET WEST OF THE CENTERLINE OF A DIRT ROAD.  THE
 DM1379'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CUNNINGHAM
 DM1379'NO 1 1951.
 DM1379'
 DM1379'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF THE CENTERLINE OF A
 DM1379'DIRT ROAD AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCELINE.  THE
 DM1379'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DM1379'CUNNINGHAM NO 2 1951.
 DM1379'
 DM1379'AZIMUTH MARK IS SET IN FENCELINE.  IT IS 78 FEET EAST OF A
 DM1379'FENCE CORNER, 24 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD
 DM1379'AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 DM1379'ABOUT 6 INCHES AND THE DISK IS STAMPED CUNNINGHAM 1951.
 DM1379'
 DM1379'TO REACH THE STATION FROM THE POST OFFICE IN CUNNINGHAM, GO
 DM1379'EASTERLY ON THE MAIN TRAVELED ROAD FOR 0.75 MILE TO A FORK.
 DM1379'TAKE LEFT FORK AND GO EAST FOR 1.2 MILES TO THE AZIMUTH MARK
 DM1379'ON SOUTH SIDE OF ROAD AS DESCRIBED.  CONTINUE EAST FOR 1.0
 DM1379'MILE TO STATION ON NORTH SIDE OF ROAD AS DESCRIBED.
 DM1379'
 DM1379'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DM1379
 DM1379                          STATION RECOVERY (1957)
 DM1379
 DM1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1379'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1379'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1379'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1379
 DM1379                          STATION RECOVERY (1960)
 DM1379
 DM1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 DM1379'THIS STATION, THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 DM1379'IN THE AREA OF NEW HIGHWAY CONSTRUCTION.  REFERENCE MARK NO. 1
 DM1379'WAS FOUND PULLED OUT OF THE GROUND.  WHILE NEW MARKS WERE
 DM1379'BEING SET THE AZIMUTH MARK WAS PULLED OUT BY A BULL-DOZER
 DM1379'IN SPITE OF A WITNESS POST AND A REQUEST TO THE OPERATOR THAT
 DM1379'THE MARK BE AVOIDED.
 DM1379'
 DM1379'CUNNINGHAM 2 1960 AND REFERENCE MARKS WERE ESTABLISHED IN
 DM1379'THE NEAR VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0414 ***********************************************************************
 BA0414  DESIGNATION -  CUNNINGHAM
 BA0414  PID         -  BA0414
 BA0414  STATE/COUNTY-  TX/BREWSTER
 BA0414  USGS QUAD   -  PINE MOUNTAIN WEST (1983)
 BA0414
 BA0414                         *CURRENT SURVEY CONTROL
 BA0414  ___________________________________________________________________
 BA0414* NAD 83(1993)-  29 58 15.09472(N)    102 54 40.08381(W)     ADJUSTED  
 BA0414* NAVD 88     -      1250.     (meters)    4101.     (feet)  SCALED    
 BA0414  ___________________________________________________________________
 BA0414  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BA0414  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 BA0414
 BA0414  HORZ ORDER  -  THIRD
 BA0414
 BA0414.The horizontal coordinates were established by classical geodetic methods
 BA0414.and adjusted by the National Geodetic Survey in February 1996..
 BA0414
 BA0414.The orthometric height was scaled from a topographic map.
 BA0414
 BA0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0414
 BA0414.The geoid height was determined by GEOID03.
 BA0414
 BA0414;                    North         East     Units Scale Factor Converg.
 BA0414;SPC TXSC     - 4,243,209.877   222,617.777   MT  0.99992467   -1 54 58.0
 BA0414;SPC TXSC     -13,921,264.40    730,371.82   sFT  0.99992467   -1 54 58.0
 BA0414;UTM  13      - 3,317,392.252   701,547.617   MT  1.00010120   +1 02 37.9
 BA0414
 BA0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0414!SPC TXSC     -   0.99980708  x   0.99992467  =   0.99973176
 BA0414!UTM  13      -   0.99980708  x   1.00010120  =   0.99990826
 BA0414
 BA0414|---------------------------------------------------------------------|
 BA0414| PID    Reference Object                     Distance      Geod. Az  |
 BA0414|                                                           dddmmss.s |
 BA0414| CH8716 CUNNINGHAM RM 1                       3.500 METERS 03307     |
 BA0414| CH8717 CUNNINGHAM RM 2                      10.052 METERS 14029     |
 BA0414| CH8715 CUNNINGHAM AZ MK                                   3220745.2 |
 BA0414|---------------------------------------------------------------------|
 BA0414
 BA0414                          SUPERSEDED SURVEY CONTROL
 BA0414
 BA0414  NAD 83(1986)-  29 58 15.07781(N)    102 54 40.09699(W) AD(       ) 3
 BA0414  NAD 27      -  29 58 14.39300(N)    102 54 38.50700(W) AD(       ) 3
 BA0414
 BA0414.Superseded values are not recommended for survey control.
 BA0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0414.See file dsdata.txt to determine how the superseded data were derived.
 BA0414
 BA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP0154817392(NAD 83)
 BA0414_MARKER: DS = TRIANGULATION STATION DISK
 BA0414_SETTING: 80 = SET IN A BOULDER
 BA0414_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BA0414
 BA0414  HISTORY     - Date     Condition        Report By
 BA0414  HISTORY     - 1943     MONUMENTED       CGS
 BA0414  HISTORY     - 1958     GOOD             AMS
 BA0414
 BA0414                          STATION DESCRIPTION
 BA0414
 BA0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0414'STATION IS LOCATED ABOUT 26 MILES SE FROM MARATHON, AIR LINE,
 BA0414'AND ABOUT 1-3/4 MILES AIR LINE FROM THE CUNNINGHAM RANCH, ACROSS
 BA0414'THE SAN FRANCISCO CREEK FLATS TO THE EASTWARD.  IT IS ON THE
 BA0414'PROMINENT ROUND HILL ON THE TOP OF THE MESA AND IS ABOUT
 BA0414'2 MILES W OF A PROMINENT FLAT TOP HILL ON THE SAME MESA.
 BA0414'
 BA0414'STATION MARK IS A BRONZE TRIANGULATION DISK CEMENTED IN A
 BA0414'LARGE BOULDER ABOUT FLUSH WITH THE SURFACE OF THE GROUND,
 BA0414'ON THE HIGHEST POINT OF THE HILL AND IS STAMPED CUNNINGHAM
 BA0414'1943.
 BA0414'
 BA0414'NO UNDERGROUND MARK WAS ESTABLISHED.
 BA0414'
 BA0414'REFERENCE MARK NO. 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 BA0414'DRILL HOLE IN THE TOP OF A ROUNDED BOULDER AT THE NE EDGE
 BA0414'OF THE HILLTOP, SLIGHTLY LOWER THAN THE STATION, PROJECTS ABOUT
 BA0414'10 INCHES AND IS STAMPED CUNNINGHAM NO. 1 1943.
 BA0414'
 BA0414'REFERENCE MARK NO. 2 IS A BRONZE REFERENCE DISK CEMENTED IN THE
 BA0414'TOP OF A SQUARE TOP BOULDER PROJECTING ABOUT 8 INCHES, ABOUT
 BA0414'1-1/2 FEET LOWER THAN THE STATION AND IS STAMPED CUNNINGHAM NO.
 BA0414'2 1943.  IT IS ON THE SSE FACE OF THE HILL.
 BA0414'
 BA0414'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL HOLE
 BA0414'SET IN THE RIM, ABOUT 4 FEET N OF THE S EDGE OF THE RIM, ALONG
 BA0414'THE RIDGE WHICH EXTENDS TO THE NW FROM THE STATION AND IS ABOUT
 BA0414'500 FEET LOWER THAN THE STATION.  THE DISK IS STAMPED CUNNINGHAM
 BA0414'1943.
 BA0414'
 BA0414'TO REACH FROM MARATHON GO S FROM THE DEPOT ON STATE HIGHWAY 227,
 BA0414'7.1 MILES TO A CATTLE GUARD AND ROAD TO THE LEFT OR E.  TURN
 BA0414'LEFT HERE AND FOLLOW THE ROAD SE AND E TOWARD THE GAGE RANCH
 BA0414'13.3 MILES TO THE FRANCIS SMITH RANCH.  THEN GO E ACROSS THE
 BA0414'CATTLE GUARD AND FOLLOW THE MAIN BLADED ROAD 13.0 MILES TO A GATE
 BA0414'AND A FORKS.  PASS THROUGH THE GATE, TAKE THE LEFT FORK AND
 BA0414'FOLLOW THE OLD ROAD E, TO THE CROSSING AND THEN SE A DISTANCE OF
 BA0414'ABOUT 1 MILE TO THE CUNNINGHAM RANCH ON THE RIGHT.  THEN
 BA0414'GO E 0.25 MILE.  CROSS THE WASH AND CONTINUE E 0.05 MILE.
 BA0414'TAKE THE RIGHT FORK AND FOLLOW A VERY DIM TRACK ROAD E
 BA0414'THROUGH THE THICK BRUSH 0.55 MILE TO THE WASH AND THE END OF
 BA0414'TRUCK TRAVEL.  THEN PACK E TOWARD THE GAP IN THE RIM WHICH IS
 BA0414'IN RANGE WITH THE LEFT BASE OF THE BALD HILL ON THE MESA, ABOUT
 BA0414'1/2 MILE.  THEN CLIMB UP THROUGH THE GAP TO THE TOP OF
 BA0414'THE RIM.  FROM HERE THE AZIMUTH MARK IS ABOUT 300 YARDS
 BA0414'NE AND ABOVE, ON THE RIM.  THEN CONTINUE UP THE SLOPE ABOUT
 BA0414'1/4 MILE ESE TO THE TOP AND THE STATION.
 BA0414
 BA0414                          STATION RECOVERY (1958)
 BA0414
 BA0414'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0414'STATION RECOVERED AS DESCRIBED.
 BA0414'
 BA0414'THE STATION IS LOCATED ON THE HIGHEST POINT AND THE HILL
 BA0414'DROPS IN ALL DIRECTIONS.  NO MEASUREMENTS WERE NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1082 ***********************************************************************
 CD1082  DESIGNATION -  CUNNINGHAM
 CD1082  PID         -  CD1082
 CD1082  STATE/COUNTY-  TX/HUDSPETH
 CD1082  USGS QUAD   -  WHITEROCK HILLS (1977)
 CD1082
 CD1082                         *CURRENT SURVEY CONTROL
 CD1082  ___________________________________________________________________
 CD1082* NAD 83(1993)-  31 31 46.72242(N)    105 47 57.87020(W)     ADJUSTED  
 CD1082* NAVD 88     -      1497.     (meters)    4911.     (feet)  SCALED    
 CD1082  ___________________________________________________________________
 CD1082  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 CD1082  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 CD1082
 CD1082  HORZ ORDER  -  FIRST
 CD1082
 CD1082.The horizontal coordinates were established by classical geodetic methods
 CD1082.and adjusted by the National Geodetic Survey in February 1996..
 CD1082
 CD1082.The orthometric height was scaled from a topographic map.
 CD1082
 CD1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1082
 CD1082.The geoid height was determined by GEOID03.
 CD1082
 CD1082;                    North         East     Units Scale Factor Converg.
 CD1082;SPC TX C     - 3,219,275.013   181,122.351   MT  0.99992411   -2 48 55.3
 CD1082;SPC TX C     -10,561,904.77    594,232.25   sFT  0.99992411   -2 48 55.3
 CD1082;UTM  13      - 3,488,579.208   424,107.564   MT  0.99967104   -0 25 05.0
 CD1082
 CD1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1082!SPC TX C     -   0.99976872  x   0.99992411  =   0.99969284
 CD1082!UTM  13      -   0.99976872  x   0.99967104  =   0.99943983
 CD1082
 CD1082|---------------------------------------------------------------------|
 CD1082| PID    Reference Object                     Distance      Geod. Az  |
 CD1082|                                                           dddmmss.s |
 CD1082| CH8713 CUNNINGHAM RM 1                      15.055 METERS 18930     |
 CD1082| CH8712 CUNNINGHAM AZ MK                                   2461313.4 |
 CD1082| CH8517 CUNNINGHAM CAIRN WNW                 15.330 METERS 28859     |
 CD1082| CH8714 CUNNINGHAM RM 2                      15.232 METERS 29749     |
 CD1082| CD1088 EL PASO FORT WORTH AWY BCN 2        APPROX.37.3 KM 3305443.5 |
 CD1082|---------------------------------------------------------------------|
 CD1082
 CD1082                          SUPERSEDED SURVEY CONTROL
 CD1082
 CD1082  NAD 83(1986)-  31 31 46.73467(N)    105 47 57.86440(W) AD(       ) 1
 CD1082  NAD 27      -  31 31 46.30300(N)    105 47 55.97800(W) AD(       ) 1
 CD1082
 CD1082.Superseded values are not recommended for survey control.
 CD1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1082.See file dsdata.txt to determine how the superseded data were derived.
 CD1082
 CD1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ2410888579(NAD 83)
 CD1082_MARKER: DS = TRIANGULATION STATION DISK
 CD1082_SETTING: 66 = SET IN ROCK OUTCROP
 CD1082_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CD1082
 CD1082  HISTORY     - Date     Condition        Report By
 CD1082  HISTORY     - 1934     MONUMENTED       CGS
 CD1082  HISTORY     - 1936     GOOD             CGS
 CD1082
 CD1082                          STATION DESCRIPTION
 CD1082
 CD1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1082'STATION IS ABOUT 18 MILES NE OF TORNILLO AND 21 MILES ENE OF
 CD1082'FABENS.  IT IS ON THE EDGE OF A RIM ON A LONG SLOPING RIDGE
 CD1082'NEAR THE SW END.  THIS RIDGE EXTENDS NE AND SW, SLOPING
 CD1082'GRADUALLY TO THE NE AND BREAKING SHARPLY ON THE SW END.  THERE
 CD1082'IS HIGHER GROUND TO THE N.
 CD1082'
 CD1082'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CD1082'DISKS SET IN CONCRETE IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 CD1082'
 CD1082'REFERENCE MARK NO. 1 IS ON THE RIM ROCK.
 CD1082'
 CD1082'REFERENCE MARK NO. 2 IS ON THE RIM ROCK, 4 FEET N OF A FOUR-FOOT
 CD1082'ROCK CAIRN ON THE RIM.
 CD1082'
 CD1082'THE AZIMUTH MARK IS ON THE RIM OF A ROCKY RIDGE ACROSS A
 CD1082'CANYON FROM THE STATION.
 CD1082'
 CD1082'THE STATION IS REACHED FROM THE RAILROAD DEPOT AT TORNILLO ON
 CD1082'U.S. HIGHWAY 80 BY GOING W ON THE HIGHWAY ONE BLOCK.  THEN
 CD1082'TAKE ROAD ACROSS THE RAILROAD TRACKS 0.15 MILE TO FORKS.  TAKE
 CD1082'THE RIGHT FORK 1.4 MILES TO THREE FORKS.  TAKE THE CENTER FORK
 CD1082'5.7 MILES TO A FORKS.  TAKE THE RIGHT FORK 0.2 MILE TO A RANCH
 CD1082'HOUSE.  FROM THE RANCH HOUSE GO NE JUST SE OF A TELEPHONE LINE
 CD1082'FOLLOWING THE MAIN ROAD 5.8 MILES TO A LARGE WINDMILL, A HOUSE
 CD1082'AND CORRALS.  FROM THE CORRALS GO E 2.35 MILES TO A T-FORK.
 CD1082'CONTINUE STRAIGHT AHEAD, E, 0.9 MILE TO A DIRT TANK.
 CD1082'CONTINUE ON ROAD 0.5 MILE TO A T-FORK.  CONTINUE STRAIGHT
 CD1082'AHEAD, E, 2.0 MILES TO A CROSSROADS.  CONTINUE STRAIGHT
 CD1082'AHEAD 0.95 MILE TO AN OLD HOUSE.  GO PAST THE OLD HOUSE
 CD1082'TO THE LEFT AND TURN SHARP RIGHT TO PASS THROUGH A GATE.
 CD1082'THEN FOLLOW THE FENCE ON THE RIGHT TO A FENCE CORNER ABOUT 3/4
 CD1082'MILE S OF THE OLD HOUSE.  FROM THE FENCE CORNER TURN LEFT
 CD1082'ACROSS OPEN COUNTRY AND DRIVE TOWARD A SADDLE BETWEEN TWO
 CD1082'RIDGES.  END OF TRUCK TRAVEL IS AT THE BOTTOM OF THE STEEP,
 CD1082'ROCKY SLOPE JUST BELOW THE SADDLE.  FROM THIS POINT CLIMB
 CD1082'THROUGH BREAKS IN THE RIMS AND ROCKS TO THE TOP OF THE RIDGE
 CD1082'ON THE LEFT, NE.  AZIMUTH MARK IS ON THE RIM OF THE RIDGE TO THE
 CD1082'RIGHT, SE.  FROM THE TOP OF THE RIDGE BEAR SE ABOUT 200 YARDS
 CD1082'TO THE STATION.  THERE IS A FOUR-FOOT CAIRN ABOUT 50
 CD1082'FEET TO THE SW OF THE STATION.  IT IS ABOUT A TWENTY-MINUTE
 CD1082'CLIMB.
 CD1082'
 CD1082'A 4-FOOT STAND WAS ERECTED.
 CD1082
 CD1082                          STATION RECOVERY (1936)
 CD1082
 CD1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1082'THE STATION WAS RECOVERED AS DESCRIBED.
 CD1082'
 CD1082'A REVISED DESCRIPTION OF THE STATION FOLLOWS--
 CD1082'
 CD1082'THE STATION IS LOCATED ABOUT 19 MILES ENE OF TORNILLO AND
 CD1082'21 MILES E OF FABENS.  IT IS LOCATED ON A HIGH ROCKY RIDGE,
 CD1082'WHICH EXTENDS NE AND SW.  THE STATION IS ON THE NE EDGE OF
 CD1082'CANYON, WHICH EXTENDS SE INTO THE ABOVE RIDGE.  THE STATION
 CD1082'RIDGE SLOPES TO THE SW AND IS COVERED WITH CACTUS.  THE GROUND
 CD1082'TO THE N AND NE IS HIGHER THAN THE STATION.
 CD1082'
 CD1082'THE STATION MARK IS FLUSH.  IT
 CD1082'IS IN EXCELLENT CONDITION AND IS 50 FEET NE OF A 3-FOOT CAIRN,
 CD1082'WHICH IS ON THE NE RIM OF THE ABOVE CANYON.
 CD1082'
 CD1082'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND IS SSW OF
 CD1082'THE STATION.  IT IS IN
 CD1082'EXCELLENT CONDITION.
 CD1082'
 CD1082'REFERENCE MARK NO. 2 IS FLUSH AND IS WNW OF THE STATION.  IT
 CD1082'IS IN EXCELLENT CONDITION.
 CD1082'
 CD1082'THE AZIMUTH MARK IS FLUSH AND IS W OF THE STATION.  IT IS
 CD1082'IN EXCELLENT CONDITION.  THE
 CD1082'MARK IS ON THE SW RIM OF THE ABOVE CANYON AND IS 1 FOOT E OF A
 CD1082'2-FOOT CAIRN.
 CD1082'
 CD1082'TO REACH THE STATION FROM THE GRADE CROSSING SE OF THE SOUTHERN
 CD1082'PACIFIC RAILROAD DEPOT IN FABENS, GO E AND NE ON GRADED ROAD
 CD1082'4.6 MILES TO A TRACK ROAD ON THE RIGHT.  HERE LEAVE GRADED ROAD,
 CD1082'TURN RIGHT, AND GO E AND SE ON MAIN-TRAVELED ROAD 3.7 MILES TO A
 CD1082'WIRE GATE.  PASS THRU GATE AND CONTINUE ON MAIN-TRAVELED
 CD1082'ROAD 2.6 MILES TO THE SLAUGHTER-VEAL HEADQUARTERS RANCH.  DONT
 CD1082'GO THRU YARD, BUT PASS TO RIGHT OF BUILDINGS AND GO THRU WIRE
 CD1082'GATE.  THEN TURN LEFT AND PICK UP ROAD ABOUT 150 FEET S OF
 CD1082'TELEPHONE LINE AND FOLLOW MAIN-TRAVELED ROAD 5.7 MILES TO A
 CD1082'RANCH HOUSE ON THE LEFT.  KEEP TO THE RIGHT OF THE HOUSE AND
 CD1082'FOLLOW MAIN-TRAVELED ROAD SE 3.35 MILES TO AN EARTH
 CD1082'RESERVOIR ON THE LEFT.  KEEP TO THE RIGHT OF THE
 CD1082'RESERVOIR AND FOLLOW MAIN-TRAVELED ROAD SE 0.5 MILE TO
 CD1082'FORK.  TAKE THE LEFT FORK AND GO E 1.95 MILES TO A DIM
 CD1082'CROSSROAD.  CONTINUE STRAIGHT AHEAD E 1.0 MILE TO OLD
 CD1082'HOUSE FOUNDATION ON THE RIGHT.  FROM THIS POINT GO SE
 CD1082'ACROSS COUNTRY ABOUT 1 MILE TO THE FOOT OF THE LEFT HAND
 CD1082'GAP, OR SADDLE, THAT IS VISIBLE FROM THE OLD HOUSE
 CD1082'FOUNDATION.  THIS IS THE END OF TRUCK TRAVEL.  FROM THIS
 CD1082'POINT PACK UP THRU GAP AND CANYON ABOUT 1/2 MILE TO HEAD OF
 CD1082'CANYON.  THEN TURN BACK TO THE LEFT AND GO NW ALONG TOP OF RIM
 CD1082'ABOUT 200 YARDS TO THE STATION.
 CD1082'
 CD1082'ABOUT A 30-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1380 ***********************************************************************
 DM1380  DESIGNATION -  CUNNINGHAM 2
 DM1380  PID         -  DM1380
 DM1380  STATE/COUNTY-  TX/RED RIVER
 DM1380  USGS QUAD   -  CUNNINGHAM (1963)
 DM1380
 DM1380                         *CURRENT SURVEY CONTROL
 DM1380  ___________________________________________________________________
 DM1380* NAD 83(1993)-  33 25 39.87035(N)    095 18 19.21593(W)     ADJUSTED  
 DM1380* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 DM1380  ___________________________________________________________________
 DM1380  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DM1380  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DM1380
 DM1380  HORZ ORDER  -  THIRD
 DM1380
 DM1380.The horizontal coordinates were established by classical geodetic methods
 DM1380.and adjusted by the National Geodetic Survey in February 1996..
 DM1380.No horizontal observational check was made to the station.
 DM1380
 DM1380.The orthometric height was scaled from a topographic map.
 DM1380
 DM1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1380
 DM1380.The geoid height was determined by GEOID03.
 DM1380
 DM1380;                    North         East     Units Scale Factor Converg.
 DM1380;SPC TXNC     - 2,199,803.838   897,025.297   MT  0.99989410   +1 44 32.5
 DM1380;SPC TXNC     - 7,217,189.76  2,942,990.50   sFT  0.99989410   +1 44 32.5
 DM1380;UTM  15      - 3,701,084.213   285,667.189   MT  1.00016640   -1 16 13.7
 DM1380
 DM1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1380!SPC TXNC     -   0.99998534  x   0.99989410  =   0.99987945
 DM1380!UTM  15      -   0.99998534  x   1.00016640  =   1.00015174
 DM1380
 DM1380|---------------------------------------------------------------------|
 DM1380| PID    Reference Object                     Distance      Geod. Az  |
 DM1380|                                                           dddmmss.s |
 DM1380| CX9390 CUNNINGHAM 2 RM 1                    12.268 METERS 08951     |
 DM1380| DM1379 CUNNINGHAM                           13.289 METERS 15019     |
 DM1380| CX9389 CUNNINGHAM RM 2                                    20334     |
 DM1380| CX9391 CUNNINGHAM 2 RM 2                    10.668 METERS 27156     |
 DM1380|---------------------------------------------------------------------|
 DM1380
 DM1380                          SUPERSEDED SURVEY CONTROL
 DM1380
 DM1380  NAD 83(1993)-  33 25 39.87168(N)    095 18 19.21358(W) AD(       ) 3
 DM1380  NAD 83(1986)-  33 25 39.87683(N)    095 18 19.20284(W) AD(       ) 3
 DM1380  NAD 27      -  33 25 39.48180(N)    095 18 18.38370(W) AD(       ) 3
 DM1380
 DM1380.Superseded values are not recommended for survey control.
 DM1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1380.See file dsdata.txt to determine how the superseded data were derived.
 DM1380
 DM1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT8566701084(NAD 83)
 DM1380_MARKER: DS = TRIANGULATION STATION DISK
 DM1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1380
 DM1380  HISTORY     - Date     Condition        Report By
 DM1380  HISTORY     - 1960     MONUMENTED       CGS
 DM1380  HISTORY     - 1962     GOOD             USGS
 DM1380
 DM1380                          STATION DESCRIPTION
 DM1380
 DM1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WCR)
 DM1380'THE STATION IS LOCATED 3.0 MILES EAST OF CUNNINGHAM AND ABOUT
 DM1380'6 MILES SOUTHWEST OF BOGATA, IN THE NORTHWEST POINT OF A
 DM1380'GRADED ROAD CROSSING AND F.M. ROAD NO. 196.  IT IS 2 FEET
 DM1380'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE OF NO. 196 AND A WITNESS
 DM1380'SIGN ON THE FENCE, 81 FEET WEST OF THE CORNER POST AT THE
 DM1380'JUNCTION OF THE RIGHT-OF-WAY FENCE AND THE FLARE FENCE TO THE
 DM1380'NORTHEAST.  IT IS ABOUT 50 YARDS EAST OF THE CENTERLINE
 DM1380'OF THE NORTH-SOUTH GRADED ROAD AND 25 YARDS NORTH OF THE
 DM1380'CENTERLINE OF NO. 196, ACROSS THE HIGHWAY NORTHWEST FROM AN
 DM1380'OLD HOUSE.  A DISK IN A CONCRETE POST PROJECTS 6 INCH
 DM1380'
 DM1380'REFERENCE NO. 1 IS A DISK IN CONCRETE STAMPED CUNNINGHAM 2 1960
 DM1380'NO. 1 PROJECTING ABOUT 8 INCHES, 18 INCHES SOUTH OF THE NORTH
 DM1380'RIGHT-OF-WAY FENCE AND A SIGN ON THE FENCE.
 DM1380'
 DM1380'REFERENCE NO. 2 IS A DISK STAMPED CUNNINGHAM 2 1960 NO. 2
 DM1380'IN A CONCRETE POST ABOUT FLUSH WITH THE GROUND, ABOUT 1 FOOT
 DM1380'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE AND A WITNESS SIGN.
 DM1380'
 DM1380'STATION IS A DISK STAMPED CUNNINGHAM 2 1960 IN A CONCRETE
 DM1380'POST WHICH PROJECTS ABOUT 6 INCHES.
 DM1380'
 DM1380'TO REACH THE STATION FROM THE VILLAGE OF CUNNINGHAM--GO EAST
 DM1380'ON F.M. ROAD NO. 196, 03.0 MILES TO THE TOP OF THE LOW GRADE,
 DM1380'A CROSS ROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 DM1380
 DM1380                          STATION RECOVERY (1962)
 DM1380
 DM1380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DM1380'RECOVERED AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 DM1380'
 DM1380'NO AZIMUTH MARK ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0730 ***********************************************************************
 AO0730  DESIGNATION -  CUP
 AO0730  PID         -  AO0730
 AO0730  STATE/COUNTY-  TX/WEBB
 AO0730  USGS QUAD   -  DOS HERMANOS PEAKS (1982)
 AO0730
 AO0730                         *CURRENT SURVEY CONTROL
 AO0730  ___________________________________________________________________
 AO0730* NAD 83(1993)-  28 03 35.88719(N)    099 46 23.34584(W)     ADJUSTED  
 AO0730* NAVD 88     -       243.8    (meters)     800.     (feet)  VERTCON   
 AO0730  ___________________________________________________________________
 AO0730  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 AO0730  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AO0730
 AO0730  HORZ ORDER  -  FIRST
 AO0730
 AO0730.The horizontal coordinates were established by classical geodetic methods
 AO0730.and adjusted by the National Geodetic Survey in February 1996..
 AO0730
 AO0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0730
 AO0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0730
 AO0730.The geoid height was determined by GEOID03.
 AO0730
 AO0730;                    North         East     Units Scale Factor Converg.
 AO0730;SPC TX S     - 5,265,804.761   174,833.784   MT  1.00006522   -0 34 40.9
 AO0730;SPC TX S     -17,276,227.79    573,600.51   sFT  1.00006522   -0 34 40.9
 AO0730;SPC TXSC     - 4,025,370.553   523,985.811   MT  1.00010851   -0 22 43.6
 AO0730;SPC TXSC     -13,206,569.89  1,719,110.11   sFT  1.00010851   -0 22 43.6
 AO0730;UTM  14      - 3,104,086.580   424,022.613   MT  0.99967125   -0 21 49.3
 AO0730
 AO0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0730!SPC TX S     -   0.99996543  x   1.00006522  =   1.00003065
 AO0730!SPC TXSC     -   0.99996543  x   1.00010851  =   1.00007394
 AO0730!UTM  14      -   0.99996543  x   0.99967125  =   0.99963669
 AO0730
 AO0730:                Primary Azimuth Mark                     Grid Az
 AO0730:SPC TX S     -  WINDMILL NORTHEAST OF STA CUP            064 45 34.1
 AO0730:SPC TXSC     -  WINDMILL NORTHEAST OF STA CUP            064 33 36.8
 AO0730:UTM  14      -  WINDMILL NORTHEAST OF STA CUP            064 32 42.5
 AO0730
 AO0730|---------------------------------------------------------------------|
 AO0730| PID    Reference Object                     Distance      Geod. Az  |
 AO0730|                                                           dddmmss.s |
 AO0730| AO0726 WINDMILL NORTHEAST OF STA CUP       APPROX. 4.1 KM 0641053.2 |
 AO0730| CV4661 CUP RM                               14.072 METERS 07734     |
 AO0730| AO0729 TWIN                                APPROX. 6.3 KM 3061249.3 |
 AO0730|---------------------------------------------------------------------|
 AO0730
 AO0730                          SUPERSEDED SURVEY CONTROL
 AO0730
 AO0730  NAD 83(1986)-  28 03 35.88160(N)    099 46 23.32089(W) AD(       ) 1
 AO0730  NAD 27      -  28 03 34.87300(N)    099 46 22.14100(W) AD(       ) 1
 AO0730  NGVD 29 (07/19/86)  243.8    (m)          800.     (f) VERT ANG       
 AO0730
 AO0730.Superseded values are not recommended for survey control.
 AO0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0730.See file dsdata.txt to determine how the superseded data were derived.
 AO0730
 AO0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS2402304087(NAD 83)
 AO0730_MARKER: DS = TRIANGULATION STATION DISK
 AO0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0730
 AO0730  HISTORY     - Date     Condition        Report By
 AO0730  HISTORY     - 1917     MONUMENTED       CGS
 AO0730  HISTORY     - 1935     GOOD             CGS
 AO0730
 AO0730                          STATION DESCRIPTION
 AO0730
 AO0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AO0730'STATION IS ABOUT 6 MILES W OF THE GALVAN RANCH AND 5 MILES W OF
 AO0730'THE LAREDO-EAGLE PASS WAGON ROAD, ON THE HIGHEST AND MOST
 AO0730'PROMINENT HILL IN THE VICINITY.  TO REACH THE STATION FROM
 AO0730'THE ESPEJO RANCH, FOLLOW THE ROAD EASTWARD 1 MILE TO A FORK.
 AO0730'TAKE THE ROAD TO THE S AROUND A FENCE CORNER AND FOLLOW 9
 AO0730'MILES TO A WINDMILL AND DIRT TANK.  GO W THEN S ACROSS COUNTRY
 AO0730'1-1/2 MILES TO THE HIGHEST HILL, WHERE THE STATION IS LOCATED.
 AO0730'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE.
 AO0730'UNDERGROUND MARK IS NAIL IN CONCRETE.  REFERENCE MARK IS
 AO0730'STANDARD REFERENCE DISK IN SQUARE CONCRETE MONUMENT,
 AO0730'14.072 METERS (46.17 FEET) FROM THE STATION, N 57 DEG 34 MIN
 AO0730'E.  ELEVATION OF STATION, 243.8 METERS (800 FEET).
 AO0730
 AO0730                          STATION RECOVERY (1935)
 AO0730
 AO0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0730'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AO0730'
 AO0730'STATION MARK IS STANDARD DISK SET IN CONCRETE AND INSCRIBED
 AO0730'CUP 1917.
 AO0730'
 AO0730'REFERENCE MARK IS STANDARD DISK SET AND STAMPED IN THE SAME MANNER.
 AO0730'
 AO0730'BOTH MARKS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0786 ***********************************************************************
 AY0786  DESIGNATION -  CURLY
 AY0786  PID         -  AY0786
 AY0786  STATE/COUNTY-  TX/BEXAR
 AY0786  USGS QUAD   -  TERRELL WELLS (1992)
 AY0786
 AY0786                         *CURRENT SURVEY CONTROL
 AY0786  ___________________________________________________________________
 AY0786* NAD 83(1993)-  29 19 21.25797(N)    098 32 25.28922(W)     ADJUSTED  
 AY0786* NAVD 88     -       208.059  (meters)     682.61   (feet)  POSTED    
 AY0786  ___________________________________________________________________
 AY0786  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 AY0786  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AY0786  DYNAMIC HT  -         207.760 (meters)     681.63  (feet)  COMP
 AY0786  MODELED GRAV-     979,192.2   (mgal)                       NAVD 88
 AY0786
 AY0786  HORZ ORDER  -  FIRST
 AY0786  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0786
 AY0786.The horizontal coordinates were established by classical geodetic methods
 AY0786.and adjusted by the National Geodetic Survey in February 1996..
 AY0786
 AY0786.The orthometric height was determined by differential leveling
 AY0786.and adjusted by the National Geodetic Survey in 1992..
 AY0786.No vertical observational check was made to the station.
 AY0786.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0786.was located on a no-check spur therefore a value was not computed.
 AY0786
 AY0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0786
 AY0786.The geoid height was determined by GEOID03.
 AY0786
 AY0786.The dynamic height is computed by dividing the NAVD 88
 AY0786.geopotential number by the normal gravity value computed on the
 AY0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0786.degrees latitude (g = 980.6199 gals.).
 AY0786
 AY0786.The modeled gravity was interpolated from observed gravity values.
 AY0786
 AY0786;                    North         East     Units Scale Factor Converg.
 AY0786;SPC TXSC     - 4,165,134.630   644,641.024   MT  0.99986327   +0 13 30.7
 AY0786;SPC TXSC     -13,665,112.53  2,114,959.76   sFT  0.99986327   +0 13 30.7
 AY0786;UTM  14      - 3,243,812.321   544,629.635   MT  0.99962458   +0 13 30.4
 AY0786
 AY0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0786!SPC TXSC     -   0.99997130  x   0.99986327  =   0.99983457
 AY0786!UTM  14      -   0.99997130  x   0.99962458  =   0.99959589
 AY0786
 AY0786|---------------------------------------------------------------------|
 AY0786| PID    Reference Object                     Distance      Geod. Az  |
 AY0786|                                                           dddmmss.s |
 AY0786| AY0787 CURLY RM 1                           21.522 METERS 11024     |
 AY0786| AY0789 CURLY AZ                                           3384937.2 |
 AY0786| AY0788 CURLY RM 2                           27.128 METERS 34605     |
 AY0786|---------------------------------------------------------------------|
 AY0786
 AY0786                          SUPERSEDED SURVEY CONTROL
 AY0786
 AY0786  NAD 83(1986)-  29 19 21.26264(N)    098 32 25.27105(W) AD(       ) 1
 AY0786  NAD 27      -  29 19 20.41100(N)    098 32 24.20600(W) AD(       ) 1
 AY0786  NGVD 29 (??/??/92)  207.963  (m)          682.29   (f) ADJ UNCH    1 2
 AY0786
 AY0786.Superseded values are not recommended for survey control.
 AY0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0786.See file dsdata.txt to determine how the superseded data were derived.
 AY0786
 AY0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4463043812(NAD 83)
 AY0786_MARKER: DS = TRIANGULATION STATION DISK
 AY0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0786_STAMPING: CURLY 1953
 AY0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0786+STABILITY: SURFACE MOTION
 AY0786
 AY0786  HISTORY     - Date     Condition        Report By
 AY0786  HISTORY     - 1953     MONUMENTED       CGS
 AY0786  HISTORY     - 1953     GOOD             AMS
 AY0786  HISTORY     - 1953     GOOD             CGS
 AY0786  HISTORY     - 1964     MARK NOT FOUND   CGS
 AY0786  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0786
 AY0786                          STATION DESCRIPTION
 AY0786
 AY0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0786'THE STATION IS ON A BRUSH COVERED RIDGE ABOUT 7.5 MILES
 AY0786'SOUTHWEST OF THE CENTER OF SAN ANTONIO, 0.7 MILE EAST OF
 AY0786'STATE HIGHWAY 346, 0.3 MILE SOUTH OF VILLARET BOULEVARD, 0.1
 AY0786'MILE NORTH OF CHAVANAUX ROAD, AND ON PROPERTY OF MR. THURMOND
 AY0786'BARRETT, ADDRESS 505 EL PRADE STREET, SAN ANTONIO.
 AY0786'
 AY0786'REACHED FROM THE JUNCTION OF LOOP 13 AND STATE HIGHWAY 346,
 AY0786'WHICH IS ABOUT 6 MILES SOUTHWEST OF THE CENTER OF SAN ANTONIO,
 AY0786'BY GOING SOUTHERLY ON HIGHWAY 346 FOR 0.3 MILE TO A FORK.
 AY0786'TAKE THE LEFT ROAD AND GO 1.9 MILES TO VILLARET BOULEVARD.*
 AY0786'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO CHAVANAUX ROAD TO
 AY0786'THE LEFT.  TURN LEFT AND GO 0.7 MILE TO A MAIL BOX R.T. 5
 AY0786'BOX 333 ON THE RIGHT AND A TRAIL ROAD TO THE LEFT THROUGH
 AY0786'A GATE.  TURN LEFT, PASSING THROUGH THE GATE, AND FOLLOW
 AY0786'THE DIM TRAIL ROAD NORTHERLY FOR 0.1 MILE TO A DIM CROSS
 AY0786'ROAD.  TURN RIGHT, EAST, AND GO ABOUT 75 YARDS TO THE
 AY0786'STATION ON THE RIGHT ABOUT 30 YARDS TO THE SOUTH OF THE DIM
 AY0786'TRAIL ROAD.
 AY0786'
 AY0786'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO EASTERLY ON
 AY0786'VILLARET BOULEVARD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 AY0786'LEFT AS DESCRIBED.
 AY0786'
 AY0786'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0786'STAMPED CURLY 1953 IS 9.5 FEET SOUTHWEST OF AN ABANDONED
 AY0786'OIL WELL CASING AND 8 FEET NORTHEAST OF A WITNESS POST.  THE
 AY0786'MARK PROJECTS 8 INCHES.
 AY0786'
 AY0786'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AY0786'MONUMENT, STAMPED CURLY NO 1 1953 IS IN A CLEARING 70 FEET
 AY0786'EAST OF THE STATION.  THE MARK PROJECTS 2 INCHES.
 AY0786'
 AY0786'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AY0786'MONUMENT, STAMPED CURLY NO 2 1953 IS 16 FEET NORTH OF THE
 AY0786'DIM TRACK ROAD.  THE MARK PROJECTS 8 INCHES.
 AY0786'
 AY0786'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0786'STAMPED CURLY 1953 IS 29.5 FEET NORTH OF THE CENTER OF VILLARET
 AY0786'BOULEVARD, 9 FEET NORTHEAST OF A POWER POLE, 8 FEET EAST
 AY0786'OF A FENCE CORNER ON PROPERTY OWNED BY M.L. TROUTZ AND JESSE
 AY0786'SMITH, AND 3 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS
 AY0786'4 INCHES.
 AY0786'
 AY0786'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 AY0786
 AY0786                          STATION RECOVERY (1953)
 AY0786
 AY0786'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY0786'THE STATION RECOVERED IN GOOD CONDITION.  IT IS IN A VERY
 AY0786'SMALL CLEARING NEAR THE NORTH EDGE OF A WOODED AREA, 78
 AY0786'FEET SOUTH OF E-W TRAIL ROAD WHICH PARALLELS THE NORTH EDGE
 AY0786'OF WOODS, AND IT IS 41 FEET E-NE OF THE HEAD OF A PATH WHICH
 AY0786'CUTS THROUGH BRUSH FROM THIS SMALL CLEARING.
 AY0786'
 AY0786'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND IS
 AY0786'A STANDARD AZIMUTH MARK DISK SET IN CONCRETE MONUMENT PROJECTING
 AY0786'0.30 FEET ABOVE GROUND.  IT IS 147 FT. W. OF CENTERLINE
 AY0786'E-W ROAD AT P.I. WITH ROAD N., 31 FT. N. OF CENTERLINE
 AY0786'OF ROAD, 72 FT. E. OF CENTERLINE OF LANE N., 110 FT. S. OF
 AY0786'S.W. CORNER OF HOUSE.
 AY0786
 AY0786                          STATION RECOVERY (1953)
 AY0786
 AY0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AY0786'IN SAN ANTONIO.
 AY0786'AT SAN ANTONIO, 0.7 MILE EAST ALONG CHAVANAUX ROAD FROM ITS JUNCTION
 AY0786'WITH STATE HIGHWAY 346 (PALO ALTO ROAD), THENCE 0.15 MILE NORTH ALONG
 AY0786'A TRACK ROAD, ON TOP OF A RIDGE, 230 FEET EAST OF THE CENTER LINE OF A
 AY0786'NORTH AND SOUTH TRACK ROAD, 76 FEET SOUTH OF THE CENTER LINE OF AN
 AY0786'EAST AND WEST TRACK ROAD, 275 FEET NORTH OF A POWER LINE, 8 FEET
 AY0786'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0786'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0786
 AY0786                          STATION RECOVERY (1964)
 AY0786
 AY0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRH)
 AY0786'A THOROUGH SEARCH WAS MADE IN THE AREA OF THE GRAVEL HILL
 AY0786'UPON WHICH THE MONUMENT WAS PLACED.  IT APPEARS THAT AS
 AY0786'MUCH AS 10 FT OF SPOIN AND OR GRAVEL HAS BEEN REMOVED FROM THE
 AY0786'WHOLE AREA, THEREFORE, THE MONUMENT AND REFERENCE MARKS
 AY0786'WERE NOT LOCATED.  IT IS OUR OPINION THAT THIS AREA WOULD
 AY0786'NOT BE SUITABLE FOR REPLACING THE MONUMENT AND PROBABLY SHOULD
 AY0786'BE ABANDONED.
 AY0786
 AY0786                          STATION RECOVERY (1966)
 AY0786
 AY0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0789 ***********************************************************************
 AY0789  DESIGNATION -  CURLY AZ
 AY0789  PID         -  AY0789
 AY0789  STATE/COUNTY-  TX/BEXAR
 AY0789  USGS QUAD   -  TERRELL WELLS (1992)
 AY0789
 AY0789                         *CURRENT SURVEY CONTROL
 AY0789  ___________________________________________________________________
 AY0789* NAD 83(1986)-  29 19 32.     (N)    098 32 27.     (W)     SCALED    
 AY0789* NAVD 88     -       202.795  (meters)     665.34   (feet)  POSTED    
 AY0789  ___________________________________________________________________
 AY0789  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AY0789  DYNAMIC HT  -         202.500 (meters)     664.37  (feet)  COMP
 AY0789  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 AY0789
 AY0789  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0789
 AY0789.The horizontal coordinates were scaled from a topographic map and have
 AY0789.an estimated accuracy of +/- 6 seconds.
 AY0789
 AY0789.The orthometric height was determined by differential leveling
 AY0789.and adjusted by the National Geodetic Survey in 1992..
 AY0789.No vertical observational check was made to the station.
 AY0789.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0789.was located on a no-check spur therefore a value was not computed.
 AY0789
 AY0789.The geoid height was determined by GEOID03.
 AY0789
 AY0789.The dynamic height is computed by dividing the NAVD 88
 AY0789.geopotential number by the normal gravity value computed on the
 AY0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0789.degrees latitude (g = 980.6199 gals.).
 AY0789
 AY0789.The modeled gravity was interpolated from observed gravity values.
 AY0789
 AY0789;                    North         East    Units  Estimated Accuracy
 AY0789;SPC TXSC     - 4,165,470.      644,590.      MT  (+/- 180 meters Scaled)
 AY0789
 AY0789                          SUPERSEDED SURVEY CONTROL
 AY0789
 AY0789  NGVD 29 (??/??/92)  202.699  (m)          665.02   (f) ADJ UNCH    1 2
 AY0789
 AY0789.Superseded values are not recommended for survey control.
 AY0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0789.See file dsdata.txt to determine how the superseded data were derived.
 AY0789
 AY0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT445441(NAD 83)
 AY0789_MARKER: DZ = AZIMUTH MARK DISK
 AY0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0789_STAMPING: CURLY 1953
 AY0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0789+STABILITY: SURFACE MOTION
 AY0789
 AY0789  HISTORY     - Date     Condition        Report By
 AY0789  HISTORY     - 1953     MONUMENTED       CGS
 AY0789
 AY0789                          STATION DESCRIPTION
 AY0789
 AY0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0789'IN SAN ANTONIO.
 AY0789'AT SAN ANTONIO, 0.6 MILE EAST ALONG VILLARET BOULEVARD FROM ITS
 AY0789'JUNCTION WITH STATE HIGHWAY 346 (PALO ALTO ROAD), 31 FEET NORTH OF THE
 AY0789'CENTER LINE OF VILLARET BOULEVARD, 70 FEET EAST OF THE CENTER LINE OF
 AY0789'A PRIVATE DRIVEWAY, 50 YARDS WEST OF THE CENTER LINE OF LYTLE AVENUE,
 AY0789'9 FEET NORTHEAST OF A POWER POLE, 3 FEET EAST OF A WITNESS POST, 0.3
 AY0789'MILE NORTHWEST OF TRIANGULATION STATION CURLY 1953, SET IN THE TOP OF
 AY0789'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0787 ***********************************************************************
 AY0787  DESIGNATION -  CURLY RM 1
 AY0787  PID         -  AY0787
 AY0787  STATE/COUNTY-  TX/BEXAR
 AY0787  USGS QUAD   -  TERRELL WELLS (1992)
 AY0787
 AY0787                         *CURRENT SURVEY CONTROL
 AY0787  ___________________________________________________________________
 AY0787* NAD 83(1986)-  29 19 21.     (N)    098 32 25.     (W)     SCALED    
 AY0787* NAVD 88     -       207.512  (meters)     680.81   (feet)  POSTED    
 AY0787  ___________________________________________________________________
 AY0787  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AY0787  DYNAMIC HT  -         207.210 (meters)     679.82  (feet)  COMP
 AY0787  MODELED GRAV-     979,192.2   (mgal)                       NAVD 88
 AY0787
 AY0787  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0787
 AY0787.The horizontal coordinates were scaled from a topographic map and have
 AY0787.an estimated accuracy of +/- 6 seconds.
 AY0787
 AY0787.The orthometric height was determined by differential leveling
 AY0787.and adjusted by the National Geodetic Survey in 1992..
 AY0787.No vertical observational check was made to the station.
 AY0787.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0787.was located on a no-check spur therefore a value was not computed.
 AY0787
 AY0787.The geoid height was determined by GEOID03.
 AY0787
 AY0787.The dynamic height is computed by dividing the NAVD 88
 AY0787.geopotential number by the normal gravity value computed on the
 AY0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0787.degrees latitude (g = 980.6199 gals.).
 AY0787
 AY0787.The modeled gravity was interpolated from observed gravity values.
 AY0787
 AY0787;                    North         East    Units  Estimated Accuracy
 AY0787;SPC TXSC     - 4,165,130.      644,650.      MT  (+/- 180 meters Scaled)
 AY0787
 AY0787                          SUPERSEDED SURVEY CONTROL
 AY0787
 AY0787  NGVD 29 (??/??/92)  207.415  (m)          680.49   (f) ADJ UNCH    1 2
 AY0787
 AY0787.Superseded values are not recommended for survey control.
 AY0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0787.See file dsdata.txt to determine how the superseded data were derived.
 AY0787
 AY0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT446438(NAD 83)
 AY0787_MARKER: DR = REFERENCE MARK DISK
 AY0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0787_STAMPING: CURLY NO 1 1953
 AY0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0787+STABILITY: SURFACE MOTION
 AY0787
 AY0787  HISTORY     - Date     Condition        Report By
 AY0787  HISTORY     - 1953     MONUMENTED       CGS
 AY0787
 AY0787                          STATION DESCRIPTION
 AY0787
 AY0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0787'IN SAN ANTONIO.
 AY0787'AT SAN ANTONIO, 0.7 MILE EAST ALONG CHAVANAUX ROAD FROM ITS JUNCTION
 AY0787'WITH STATE HIGHWAY 346 (PALO ALTO ROAD), THENCE 0.15 MILE NORTH ALONG
 AY0787'A TRACK ROAD, ON TOP OF A RIDGE, 70.6 FEET SOUTHEAST OF TRIANGULATION
 AY0787'STATION CURLY 1953, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY0787'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0788 ***********************************************************************
 AY0788  DESIGNATION -  CURLY RM 2
 AY0788  PID         -  AY0788
 AY0788  STATE/COUNTY-  TX/BEXAR
 AY0788  USGS QUAD   -  TERRELL WELLS (1992)
 AY0788
 AY0788                         *CURRENT SURVEY CONTROL
 AY0788  ___________________________________________________________________
 AY0788* NAD 83(1986)-  29 19 21.     (N)    098 32 25.     (W)     SCALED    
 AY0788* NAVD 88     -       207.344  (meters)     680.26   (feet)  POSTED    
 AY0788  ___________________________________________________________________
 AY0788  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AY0788  DYNAMIC HT  -         207.040 (meters)     679.26  (feet)  COMP
 AY0788  MODELED GRAV-     979,192.2   (mgal)                       NAVD 88
 AY0788
 AY0788  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0788
 AY0788.The horizontal coordinates were scaled from a topographic map and have
 AY0788.an estimated accuracy of +/- 6 seconds.
 AY0788
 AY0788.The orthometric height was determined by differential leveling
 AY0788.and adjusted by the National Geodetic Survey in 1992..
 AY0788.No vertical observational check was made to the station.
 AY0788.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0788.was located on a no-check spur therefore a value was not computed.
 AY0788
 AY0788.The geoid height was determined by GEOID03.
 AY0788
 AY0788.The dynamic height is computed by dividing the NAVD 88
 AY0788.geopotential number by the normal gravity value computed on the
 AY0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0788.degrees latitude (g = 980.6199 gals.).
 AY0788
 AY0788.The modeled gravity was interpolated from observed gravity values.
 AY0788
 AY0788;                    North         East    Units  Estimated Accuracy
 AY0788;SPC TXSC     - 4,165,130.      644,650.      MT  (+/- 180 meters Scaled)
 AY0788
 AY0788                          SUPERSEDED SURVEY CONTROL
 AY0788
 AY0788  NGVD 29 (??/??/92)  207.248  (m)          679.95   (f) ADJ UNCH    1 2
 AY0788
 AY0788.Superseded values are not recommended for survey control.
 AY0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0788.See file dsdata.txt to determine how the superseded data were derived.
 AY0788
 AY0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT446438(NAD 83)
 AY0788_MARKER: DR = REFERENCE MARK DISK
 AY0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0788_STAMPING: CURLY NO 2 1953
 AY0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0788+STABILITY: SURFACE MOTION
 AY0788
 AY0788  HISTORY     - Date     Condition        Report By
 AY0788  HISTORY     - 1953     MONUMENTED       CGS
 AY0788
 AY0788                          STATION DESCRIPTION
 AY0788
 AY0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0788'IN SAN ANTONIO.
 AY0788'AT SAN ANTONIO, 0.7 MILE EAST ALONG CHAVANAUX ROAD FROM ITS JUNCTION
 AY0788'WITH STATE HIGHWAY 346 (PALO ALTO ROAD), THENCE 0.15 MILE NORTH ALONG
 AY0788'A TRACK ROAD, ON TOP OF A RIDGE, 70 YARDS EAST OF THE CENTER LINE OF A
 AY0788'NORTH AND SOUTH TRACK ROAD, 89.0 FEET NORTH OF TRIANGULATION STATION
 AY0788'CURLY 1953, 9 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST TRACK
 AY0788'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AY0788'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0939 ***********************************************************************
 CB0939  DESIGNATION -  CURRIE
 CB0939  PID         -  CB0939
 CB0939  STATE/COUNTY-  TX/GLASSCOCK
 CB0939  USGS QUAD   -  CURRIE RESERVOIR (1963)
 CB0939
 CB0939                         *CURRENT SURVEY CONTROL
 CB0939  ___________________________________________________________________
 CB0939* NAD 83(1993)-  31 49 03.48118(N)    101 17 41.91425(W)     ADJUSTED  
 CB0939* NAVD 88     -       825.1    (meters)    2707.     (feet)  VERTCON   
 CB0939  ___________________________________________________________________
 CB0939  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 CB0939  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CB0939
 CB0939  HORZ ORDER  -  SECOND
 CB0939
 CB0939.The horizontal coordinates were established by classical geodetic methods
 CB0939.and adjusted by the National Geodetic Survey in February 1996..
 CB0939
 CB0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0939
 CB0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0939
 CB0939.The geoid height was determined by GEOID03.
 CB0939
 CB0939;                    North         East     Units Scale Factor Converg.
 CB0939;SPC TX C     - 3,238,848.838   608,954.631   MT  0.99998301   -0 29 43.1
 CB0939;SPC TX C     -10,626,123.23  1,997,878.65   sFT  0.99998301   -0 29 43.1
 CB0939;UTM  14      - 3,522,516.466   282,773.284   MT  1.00018200   -1 12 37.5
 CB0939
 CB0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0939!SPC TX C     -   0.99987431  x   0.99998301  =   0.99985733
 CB0939!UTM  14      -   0.99987431  x   1.00018200  =   1.00005629
 CB0939
 CB0939|---------------------------------------------------------------------|
 CB0939| PID    Reference Object                     Distance      Geod. Az  |
 CB0939|                                                           dddmmss.s |
 CB0939| CH8719 CURRIE RM 1                          23.488 METERS 10444     |
 CB0939| CH8718 CURRIE AZ MK                                       1121024.3 |
 CB0939| CH8720 CURRIE RM 2                          24.655 METERS 21001     |
 CB0939|---------------------------------------------------------------------|
 CB0939
 CB0939                          SUPERSEDED SURVEY CONTROL
 CB0939
 CB0939  NAD 83(1986)-  31 49 03.48855(N)    101 17 41.90251(W) AD(       ) 2
 CB0939  NAD 27      -  31 49 03.00200(N)    101 17 40.48600(W) AD(       ) 2
 CB0939  NGVD 29 (07/19/86)  824.8    (m)         2706.     (f) VERT ANG       
 CB0939
 CB0939.Superseded values are not recommended for survey control.
 CB0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0939.See file dsdata.txt to determine how the superseded data were derived.
 CB0939
 CB0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA8277322516(NAD 83)
 CB0939_MARKER: DS = TRIANGULATION STATION DISK
 CB0939_SETTING: 0 = UNSPECIFIED SETTING
 CB0939
 CB0939  HISTORY     - Date     Condition        Report By
 CB0939  HISTORY     - 1943     MONUMENTED       CGS
 CB0939  HISTORY     - 1962     GOOD             USGS
 CB0939
 CB0939                          STATION DESCRIPTION
 CB0939
 CB0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0939'STATION IS LOCATED ABOUT 22 MILES W OF STERLING CITY, ABOUT
 CB0939'11 MILES E OF GARDEN CITY, AND ABOUT 0.6 MILE N OF STATE HIGHWAY
 CB0939'158 ON THE HIGHEST PART OF THE RIDGE IN AN OPEN PASTURE LAND
 CB0939'OWNED BY THE CURRIE RANCH.  THE MARK IS 53 PACES SE OF THE
 CB0939'FENCE THAT CROSSES THE RIDGE FROM THE SW.  IT IS STAMPED
 CB0939'CURRIE 1943, AND PROJECTS ABOUT 10 INCHES.
 CB0939'
 CB0939'UNDERGROUND MARK IS A BRONZE DISK SET IN A DRILL HOLE IN
 CB0939'BEDROCK.
 CB0939'
 CB0939'REFERENCE MARK 1 IS E OF THE STATION, AND PROJECTS ABOUT 8 INCHES.
 CB0939'
 CB0939'REFERENCE MARK 2 IS S OF THE STATION, AND PROJECTS ABOUT 10 INCHES.
 CB0939'
 CB0939'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOP
 CB0939'OF CONCRETE POSTS.
 CB0939'
 CB0939'AZIMUTH MARK IS 0.3 MILE E OF THE STATION, SET IN AN OUTCROPPING
 CB0939'LEDGE THAT IS ABOUT 5 BY 8 FEET AND IS AT THE HEAD OF THE DRAW.
 CB0939'
 CB0939'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CB0939'REFERENCE MARKS ARE ALSO STAMPED WITH NUMBER.
 CB0939'
 CB0939'TO REACH FROM THE COURTHOUSE IN STERLING CITY, GO W ON U.S.
 CB0939'HIGHWAY 87 FOR 3.1 MILES TO INTERSECTION OF STATE HIGHWAY 158.
 CB0939'BEAR LEFT ON HIGHWAY 158 AND GO 16.8 MILES TO GATES ON BOTH
 CB0939'SIDES OF THE ROAD AND A WINDMILL OUT IN THE PASTURE ON THE RIGHT.
 CB0939'TURN RIGHT THROUGH THE GATE AND FOLLOW A BLADED ROAD 0.2 MILE
 CB0939'TO THE WINDMILL.  TURN LEFT WITH THE BLADED ROAD AND GO TO
 CB0939'THE TOP OF THE FIRST RIDGE 0.5 MILE.  TURN RIGHT ALONG THE TOP
 CB0939'OF THE RIDGE AND PICK WAY TO THE HIGHEST PART OF THE RIDGE
 CB0939'NEAR A FENCE AND THE STATION.
 CB0939'
 CB0939'HEIGHT OF LIGHT ABOVE STATION MARK-23 METERS.
 CB0939
 CB0939                          STATION RECOVERY (1962)
 CB0939
 CB0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CB0939'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED.
 CB0939'
 CB0939'DISTANCES TO REFERENCES CHECK.  A TRAVERSE STARTING WITH THE
 CB0939'AZIMUTH LINE CURRIE - GARDEN DOES NOT CHECK THE PUBLISHED
 CB0939'AZIMUTH CURRIE TO CURRIE AZIMUTH MARK.  THE AZIMUTH DETERMINED
 CB0939'FROM THESE OBSERVATIONS IS S 67 DEG 50 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1128 ***********************************************************************
 CA1128  DESIGNATION -  CURRY
 CA1128  PID         -  CA1128
 CA1128  STATE/COUNTY-  TX/CONCHO
 CA1128  USGS QUAD   -  EDEN (1970)
 CA1128
 CA1128                         *CURRENT SURVEY CONTROL
 CA1128  ___________________________________________________________________
 CA1128* NAD 83(1993)-  31 08 05.47669(N)    099 47 40.43247(W)     ADJUSTED  
 CA1128* NAVD 88     -       649.8    (meters)    2132.     (feet)  VERTCON   
 CA1128  ___________________________________________________________________
 CA1128  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CA1128  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CA1128
 CA1128  HORZ ORDER  -  SECOND
 CA1128
 CA1128.The horizontal coordinates were established by classical geodetic methods
 CA1128.and adjusted by the National Geodetic Survey in February 1996..
 CA1128
 CA1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1128
 CA1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1128
 CA1128.The geoid height was determined by GEOID03.
 CA1128
 CA1128;                    North         East     Units Scale Factor Converg.
 CA1128;SPC TX C     - 3,162,880.672   751,376.022   MT  0.99988444   +0 16 39.0
 CA1128;SPC TX C     -10,376,884.34  2,465,139.50   sFT  0.99988444   +0 16 39.0
 CA1128;UTM  14      - 3,444,818.953   424,251.867   MT  0.99967077   -0 24 39.1
 CA1128
 CA1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1128!SPC TX C     -   0.99990165  x   0.99988444  =   0.99978610
 CA1128!UTM  14      -   0.99990165  x   0.99967077  =   0.99957246
 CA1128
 CA1128|---------------------------------------------------------------------|
 CA1128| PID    Reference Object                     Distance      Geod. Az  |
 CA1128|                                                           dddmmss.s |
 CA1128| CV4663 CURRY RM 1                           23.260 METERS 08220     |
 CA1128| CV4662 CURRY AZ MK                                        0981106.5 |
 CA1128| CA1138 MENARD FISH WILDLIFE COMM MAST      APPROX.15.0 KM 2251119.8 |
 CA1128| CV4664 CURRY RM 2                           24.177 METERS 31518     |
 CA1128| CA1131 EDEN MUNICIPAL TANK                 APPROX.10.9 KM 3304607.4 |
 CA1128|---------------------------------------------------------------------|
 CA1128
 CA1128                          SUPERSEDED SURVEY CONTROL
 CA1128
 CA1128  NAD 83(1986)-  31 08 05.48396(N)    099 47 40.41820(W) AD(       ) 2
 CA1128  NAD 27      -  31 08 04.88652(N)    099 47 39.16441(W) AD(       ) 2
 CA1128  NGVD 29 (07/19/86)  649.7    (m)         2132.     (f) VERT ANG       
 CA1128
 CA1128.Superseded values are not recommended for survey control.
 CA1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1128.See file dsdata.txt to determine how the superseded data were derived.
 CA1128
 CA1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2425244819(NAD 83)
 CA1128_MARKER: DS = TRIANGULATION STATION DISK
 CA1128_SETTING: 66 = SET IN ROCK OUTCROP
 CA1128_SP_SET: PARTIALLY EXPOSED BEDROCK
 CA1128
 CA1128  HISTORY     - Date     Condition        Report By
 CA1128  HISTORY     - 1943     MONUMENTED       CGS
 CA1128  HISTORY     - 1971     GOOD             NGS
 CA1128
 CA1128                          STATION DESCRIPTION
 CA1128
 CA1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 CA1128'STATION IS LOCATED ABOUT 5.5 MILES SSE OF EDEN ON PROPERTY
 CA1128'OF MR. J.L. CURRY.  IT IS 0.2 MILE E OF A FARMHOUSE, 50 FEET
 CA1128'W OF A FENCE, 50 FEET S OF A FENCE AND 34.9 FEET NW OF A
 CA1128'TWIN 24-INCH TREE WITH A TRIANGULAR BLAZE.  IT IS STAMPED
 CA1128'CURRY 1943 AND IS SET 8 INCHES BELOW THE SURFACE OF THE
 CA1128'GROUND, IN BEDROCK.
 CA1128'
 CA1128'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE.
 CA1128'
 CA1128'REFERENCE MARK NO. 1 IS E BY N OF THE STATION, 27 FEET SE
 CA1128'OF A FENCE, 30 FEET SW OF A CORNER OF A CULTIVATED FIELD AND
 CA1128'1 FOOT NE OF A FENCE.  IT IS STAMPED CURRY NO. 1 1943 AND
 CA1128'PROJECTS 4 INCHES.
 CA1128'
 CA1128'REFERENCE MARK NO. 2 IS NW OF THE STATION AND 1 FOOT SE OF
 CA1128'A FENCE.  IT IS STAMPED CURRY NO. 2 1943 AND PROJECTS 10 INCHES.
 CA1128'
 CA1128'THE AZIMUTH MARK IS E BY S OF THE STATION, 18 PACES W OF A
 CA1128'FENCE AT THE EDGE OF A LARGE CORN FIELD, 4 FEET E OF A WHITE
 CA1128'REFERENCE POST AND 1 FOOT N OF A FENCE.  IT IS STAMPED CURRY
 CA1128'1943 AND PROJECTS 6 INCHES.
 CA1128'
 CA1128'TO REACH THE STATION FROM THE TRAFFIC SIGNAL IN THE CENTER
 CA1128'OF THE TOWN OF EDEN, GO S ON U.S. HIGHWAY 83 FOR 6.15 MILES
 CA1128'TO THE HOME OF MR. J.L. CURRY ON THE LEFT.  THEN LEFT, KEEPING
 CA1128'TO THE LEFT OF THE HOUSE FOR 0.05 MILE TO A GATE.  THROUGH
 CA1128'GATE ON A FARM ROAD FOR 0.2 MILE TO ANOTHER GATE.  THROUGH GATE
 CA1128'FOR 0.5 MILE (EASTERLY) TO ANOTHER GATE AND FARM CROSSROADS.
 CA1128'CONTINUE AHEAD FOR 1.0 MILE TO A FARMHOUSE.  THEN E FOR 0.2
 CA1128'MILE TO THE STATION.
 CA1128'
 CA1128'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW FENCE LINE
 CA1128'EASTERLY FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 CA1128'
 CA1128'A 50-FOOT SIGNAL AT ELLIS 1935 AND A 50-FOOT SIGNAL AT MILLAR
 CA1128'ARE VISIBLE AT 37 FEET.  A 37-FOOT SIGNAL AT LACKEY 1935 IS
 CA1128'VISIBLE AT 50 FEET.
 CA1128'
 CA1128'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CA1128
 CA1128                          STATION RECOVERY (1971)
 CA1128
 CA1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1128'THE STATION IS LOCATED 6 MILES SOUTH-SOUTHEAST OF EDEN, TEXAS,
 CA1128'AND 1.8 MILES EAST OF U.S. HIGHWAY 83 ON PROPERTY OF J.L.
 CA1128'CURRY ESTATE (PRESENTLY FOR SALE).  IT IS 0.2 MILE EAST OF A
 CA1128'WINDMILL, 50 FEET NORTHWEST OF A FIELD, 50 FEET SOUTH OF
 CA1128'EAST-WEST FENCE, AND 8 FEET WEST OF A USC AND GS WITNESS
 CA1128'SIGN MOUNTED ON A METAL POST.
 CA1128'
 CA1128'TO REACH FROM EDEN, TEXAS, GO 6.0 MILES SOUTH ON U.S. HIGHWAY
 CA1128'83 TO CURRY RESIDENCE ON THE LEFT (EAST), GO 0.1 MILE EAST
 CA1128'TO PASTURE GATE NORTH OF HOUSE, CONTINUE 0.2 MILE EAST TO
 CA1128'GATE INTO CULTIVATED FIELD, CONTINUE 0.5 MILE EAST ACROSS
 CA1128'FIELD TO PASTURE GATE, CONTINUE 0.9 MILE EAST TO WINDMILL,
 CA1128'CONTINUE 0.2 MILE EAST TO STATION SITE, WEST OF NORTHWEST
 CA1128'CORNER OF CULTIVATED FIELD.
 CA1128'
 CA1128'STATION MARK--A STANDARD USC AND GS BRONZE DISK SET IN BEDROCK
 CA1128'0.7 FOOT UNDERGROUND AND STAMPED CURRY 1943.
 CA1128'
 CA1128'REFERENCE MARK NO. 1--A STANDARD USC AND GS BRONZE DISK SET
 CA1128'IN CONCRETE POST PROJECTING 0.2 FOOT AND STAMPED CURRY NO. 1
 CA1128'1943.  IT IS 30 FEET SOUTHWEST OF NORTHWEST CORNER OF
 CA1128'FIELD AND 1 FOOT NORTHWEST OF FENCE.
 CA1128'
 CA1128'REFERENCE MARK NO. 2--A STANDARD USC AND GS BRONZE DISK SET IN
 CA1128'CONCRETE POST PROJECTING 0.8 FOOT AND STAMPED CURRY NO. 2
 CA1128'1943.  IT IS 150 FEET WEST OF NORTHWEST CORNER OF FIELD AND
 CA1128'1 FOOT SOUTH OF FENCE.
 CA1128'
 CA1128'AZIMUTH MARK--A STANDARD USC AND GS BRONZE DISK SET IN CONCRETE
 CA1128'POST FLUSH WITH GROUND AND STAMPED CURRY 1943.  IT IS 18
 CA1128'PACES SOUTH OF NORTHEAST CORNER OF FIELD AND 1 FOOT WEST
 CA1128'OF NORTH-SOUTH FENCE, (AZIMUTH MARK IS VISIBLE FROM GROUND).
 CA1128'
 CA1128'ALL PRIMARY OBSERVATIONS WERE MADE FROM A TOWER, (HI=27.4 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1233 ***********************************************************************
 CR1233  DESIGNATION -  CURRY
 CR1233  PID         -  CR1233
 CR1233  STATE/COUNTY-  TX/UPSHUR
 CR1233  USGS QUAD   -  PRITCHETT (1981)
 CR1233
 CR1233                         *CURRENT SURVEY CONTROL
 CR1233  ___________________________________________________________________
 CR1233* NAD 83(1993)-  32 40 06.33129(N)    095 05 50.36557(W)     ADJUSTED  
 CR1233* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 CR1233  ___________________________________________________________________
 CR1233  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CR1233  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CR1233
 CR1233  HORZ ORDER  -  FIRST
 CR1233
 CR1233.The horizontal coordinates were established by classical geodetic methods
 CR1233.and adjusted by the National Geodetic Survey in February 1996..
 CR1233
 CR1233.The orthometric height was scaled from a topographic map.
 CR1233
 CR1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1233
 CR1233.The geoid height was determined by GEOID03.
 CR1233
 CR1233;                    North         East     Units Scale Factor Converg.
 CR1233;SPC TXNC     - 2,116,253.159   919,085.759   MT  0.99989485   +1 51 20.9
 CR1233;SPC TXNC     - 6,943,073.91  3,015,367.19   sFT  0.99989485   +1 51 20.9
 CR1233;UTM  15      - 3,616,473.031   303,328.731   MT  1.00007697   -1 07 56.8
 CR1233
 CR1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1233!SPC TXNC     -   0.99997623  x   0.99989485  =   0.99987108
 CR1233!UTM  15      -   0.99997623  x   1.00007697  =   1.00005320
 CR1233
 CR1233|---------------------------------------------------------------------|
 CR1233| PID    Reference Object                     Distance      Geod. Az  |
 CR1233|                                                           dddmmss.s |
 CR1233| CR1232 TT 31 WM USGS 1950                   28.916 METERS 08334     |
 CR1233| CX9393 CURRY RM 2                           28.485 METERS 16905     |
 CR1233| CR1238 BIG SANDY DIV LONGVIEW MUN TK       APPROX.10.8 KM 1703828.2 |
 CR1233| CR1235 BIG SANDY MUNICIPAL TANK            APPROX. 9.1 KM 1874045.7 |
 CR1233| CX9392 CURRY AZ MK                                        2114014.3 |
 CR1233| CR1240 HAWKINS HALLIBURTON PLT MAST        APPROX.14.7 KM 2335335.8 |
 CR1233|---------------------------------------------------------------------|
 CR1233
 CR1233                          SUPERSEDED SURVEY CONTROL
 CR1233
 CR1233  NAD 83(1986)-  32 40 06.33786(N)    095 05 50.35190(W) AD(       ) 1
 CR1233  NAD 27      -  32 40 05.83810(N)    095 05 49.55940(W) AD(       ) 1
 CR1233
 CR1233.Superseded values are not recommended for survey control.
 CR1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1233.See file dsdata.txt to determine how the superseded data were derived.
 CR1233
 CR1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS0332916473(NAD 83)
 CR1233_MARKER: DS = TRIANGULATION STATION DISK
 CR1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1233+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CR1233
 CR1233  HISTORY     - Date     Condition        Report By
 CR1233  HISTORY     - 1950     MONUMENTED       CGS
 CR1233  HISTORY     - 1956     GOOD             CGS
 CR1233  HISTORY     - 1957     GOOD             CGS
 CR1233  HISTORY     - 20021119 GOOD             INDIV
 CR1233  HISTORY     - 20040608 GOOD             USPSQD
 CR1233
 CR1233                          STATION DESCRIPTION
 CR1233
 CR1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1233'STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF BIG SANDY,
 CR1233'12-1/2 MILES NORTHWEST OF GLADEWATER AND 3 MILES EAST OF THE
 CR1233'UPSHUR-WOOD COUNTY LINE.  IT IS ON PROPERTY OWNED BY MR.
 CR1233'SYLVESTER CURRY AND IS ABOUT 250 FEET WEST OF MR. CURRYS
 CR1233'HOUSE.  IT IS ABOUT 30 FEET WEST OF A GATE, 36 FEET SOUTHWEST
 CR1233'OF A TREE WITH TWIN TRUNKS, 33 FEET EAST OF A FRUIT TREE AND
 CR1233'3 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS ABOUT 5
 CR1233'INCHES AND THE DISC IS STAMPED, CURRY 1950.
 CR1233'
 CR1233'TT 31 WM 1949 (USGS) (R.M. NO. 1) IS A 6 BY 6 INCH CONCRETE
 CR1233'POST THAT PROJECTS ABOUT 6 INCHES AND MARKED WITH A STANDARD
 CR1233'USGS BENCH MARK DISC THAT IS STAMPED, TT 31 WM 1949.  IT
 CR1233'IS LOCATED ABOUT 150 FEET EAST OF MR. CURRYS HOUSE, 2 FEET
 CR1233'WEST OF A FENCE CORNER, 51 FEET NORTHEAST OF A TREE WITH TWO
 CR1233'TRUNKS AND ABOUT 90 FEET NORTH OF A GATE.  A TRAVERSE CONNECTION
 CR1233'WAS MADE FROM TRIANGULATION STATION CURRY TO THIS STATION
 CR1233'
 CR1233'REFERENCE MARK NO. 2 IS LOCATED ABOUT 37 FEET WEST OF A
 CR1233'FENCE LINE, 25 FEET EAST OF THE EAST EDGE OF A CULTIVATED
 CR1233'FIELD AND 36 FEET SOUTH OF A TRACK ROAD.  THE MARK PROJECTS
 CR1233'ABOUT 4 INCHES AND THE DISC IS STAMPED, CURRY NO 2 1950.
 CR1233'
 CR1233'AZIMUTH MARK IS ON SCHOOL PROPERTY, IN THE NORTHEAST CORNER
 CR1233'OF THE SCHOOLYARD, ABOUT 250 FEET NORTHEAST OF THE SCHOOLHOUSE,
 CR1233'125 FEET EAST OF AN UNPAINTED HOUSE, 200 FEET WEST OF A
 CR1233'FARM ROAD AND 2.5 FEET EAST OF A WITNESS POST.  THE MARK
 CR1233'PROJECTS ABOUT 5 INCHES AND THE DISC IS STAMPED, CURRY 1950.
 CR1233'
 CR1233'THE STATION WAS REACHED FROM THE JUNCTION OF STATE ROUTE
 CR1233'155 AND U.S. HIGHWAY 80 IN BIG SANDY BY GOING NORTHERLY ON
 CR1233'STATE ROUTE 155 0.9 MILE TO A DIRT ROAD ON THE LEFT.  TURN
 CR1233'LEFT ON DIRT ROAD AND GO NORTHWESTERLY FOR 1.45 MILES TO A
 CR1233'FORKS.  TAKE LEFT FORK AND GO 1.95 MILES TO A FORKS, THENCE
 CR1233'RIGHT FORK FOR 1.05 MILES TO A FORKS, THENCE RIGHT FORK FOR
 CR1233'1.2 MILES TO THE TOP OF A GRADE AND A WHITE HOUSE ON THE LEFT.
 CR1233'TURN LEFT INTO YARD AND CONTINUE PAST HOUSE TO GATE AND THE
 CR1233'STATION SITE AS DESCRIBED ABOVE.
 CR1233'
 CR1233'TO REACH THE AZIMUTH MARK FROM THE TOP OF THE GRADE AND
 CR1233'WHITE HOUSE MENTIONED ABOVE, GO SOUTHERLY ON DIRT ROAD FOR
 CR1233'0.25 MILE TO SCHOOL HOUSE ON THE RIGHT AND THE MARK AS DESCRIBED
 CR1233'ABOVE.
 CR1233'
 CR1233'A 90 FOOT SIGNAL AT RHONE WAS VISIBLE AT 15 FEET.
 CR1233'
 CR1233'A 77 FOOT SIGNAL AT GILMER WAS VISIBLE AT 24 FEET.
 CR1233'
 CR1233'A 116 FT SIGNAL AT GLAFEWATER WAS VISIBLE AT 64 FEET.
 CR1233'
 CR1233'A 90 FOOT SIGNAL AT WINONA WAS VISIBLE AT 64 FEET.
 CR1233'
 CR1233'A 103 FOOT SIGNAL AT WILKINS W BASE WAS VISIBLE AT 64 FEET.
 CR1233'
 CR1233'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1233
 CR1233                          STATION RECOVERY (1956)
 CR1233
 CR1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1233'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 CR1233'IN GOOD CONDITION.  DIRECTIONS FOR PROCEEDING TO STATION
 CR1233'SITE ARE CORRECT.
 CR1233
 CR1233                          STATION RECOVERY (1957)
 CR1233
 CR1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1233'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 CR1233'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CR1233'THE MEASUREMENTS TO REFERENCE MARK NO. 1 AND REFERENCE MARK
 CR1233'NO. 2 WERE FOUND TO BE TRANSPOSED IN THE 1950 DESCRIPTION
 CR1233'AND A DISCREPANCY WAS NOTED IN THE MEASUREMENT TO REFERENCE
 CR1233'MARK NO. 1.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CR1233'
 CR1233'THE STATION IS LOCATED ABOUT 12.5 MILES NORTHWEST OF GLADEWATER,
 CR1233'ABOUT 5.5 MILES NORTH OF BIG SANDY AND ABOUT 3 MILES EAST
 CR1233'OF THE UPSHUR-WOOD COUNTY LINE.  IT IS 198 FEET NORTHWEST
 CR1233'OF THE NORTHWEST CORNER OF A FARM HOUSE AND 38 FEET EAST OF
 CR1233'A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND IS STAMPED
 CR1233'CURRY 1950.
 CR1233'
 CR1233'REFERENCE MARK NO. 1 IS A STANDARD U.S. GEOLOGICAL SURVEY
 CR1233'BENCH MARK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST.
 CR1233'IT IS 81 FEET SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT
 CR1233'1 INCH AND IS STAMPED 1949 TT31WM.
 CR1233'
 CR1233'REFERENCE MARK NO. 2 IS 13 FEET NORTHEAST OF AN 8-INCH OAK
 CR1233'TREE AND 8 FEET WEST OF A FENCE.  THE MARK PROJECTS ABOUT
 CR1233'3 INCHES AND IS STAMPED CURRY NO 2 1950.
 CR1233'
 CR1233'AZIMUTH MARK IS 210 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 CR1233'OF AN OLD SCHOOL HOUSE, 41 FEET WEST OF A FENCE CORNER, 5
 CR1233'FEET NORTH OF A FENCE AND 2 FEET WEST OF A WHITE WITNESS
 CR1233'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND IS STAMPED CURRY
 CR1233'1950.
 CR1233'
 CR1233'TO REACH THE STATION FROM THE POST OFFICE IN BIG SANDY, GO
 CR1233'NORTH ON TYLER STREET FOR ONE BLOCK TO THE JUNCTION OF U.S.
 CR1233'HIGHWAY 80 AND STATE ROUTE 155, CONTINUE NORTH ON STATE ROUTE
 CR1233'155 FOR 2.3 MILES TO THE JUNCTION OF FARM ROAD 1002 ON THE
 CR1233'LEFT JUST AFTER PASSING A ROADSIDE PARK ON RIGHT, TURN LEFT
 CR1233'AND GO NORTHWESTERLY ON FARM ROAD 1002 FOR 2.5 MILES TO A
 CR1233'FORK WHERE FARM ROAD 1002 CURVES LEFT, TAKE RIGHT FORK AND
 CR1233'GO NORTHERLY ON DIRT ROAD FOR 1.0 MILE TO A CROSSROAD,
 CR1233'CONTINUE STRAIGHT AHEAD FOR 0.75 MILE TO THE AZIMUTH MARK ON
 CR1233'LEFT AS DESCRIBED, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE
 CR1233'TO THE STATION ON LEFT AT FARM HOUSE AS DESCRIBED.
 CR1233'
 CR1233'OBSERVATIONS WERE MADE FROM A 77-FOOT TOWER.
 CR1233
 CR1233                          STATION RECOVERY (2002)
 CR1233
 CR1233'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KCL)
 CR1233'MARK FOUND IN GOOD CONDITION. N650 W247 FROM SOUTHWEST CORNER OF
 CR1233'HOUSE. MONUMENT NEAR EDGE OF GARDEN.
 CR1233
 CR1233                          STATION RECOVERY (2004)
 CR1233
 CR1233'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0986 ***********************************************************************
 CB0986  DESIGNATION -  CURRY
 CB0986  PID         -  CB0986
 CB0986  STATE/COUNTY-  TX/GLASSCOCK
 CB0986  USGS QUAD   -  DEWEY LAKE NE (1964)
 CB0986
 CB0986                         *CURRENT SURVEY CONTROL
 CB0986  ___________________________________________________________________
 CB0986* NAD 83(1993)-  31 57 01.89474(N)    101 30 45.71385(W)     ADJUSTED  
 CB0986* NAVD 88     -       840.2    (meters)    2757.     (feet)  VERTCON   
 CB0986  ___________________________________________________________________
 CB0986  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CB0986  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 CB0986
 CB0986  HORZ ORDER  -  FIRST
 CB0986
 CB0986.The horizontal coordinates were established by classical geodetic methods
 CB0986.and adjusted by the National Geodetic Survey in February 1996..
 CB0986
 CB0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0986
 CB0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0986
 CB0986.The geoid height was determined by GEOID03.
 CB0986
 CB0986;                    North         East     Units Scale Factor Converg.
 CB0986;SPC TX C     - 3,253,782.156   588,498.301   MT  1.00001874   -0 36 26.8
 CB0986;SPC TX C     -10,675,116.96  1,930,764.84   sFT  1.00001874   -0 36 26.8
 CB0986;UTM  14      - 3,537,708.886   262,501.121   MT  1.00029569   -1 19 49.1
 CB0986
 CB0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0986!SPC TX C     -   0.99987197  x   1.00001874  =   0.99989071
 CB0986!UTM  14      -   0.99987197  x   1.00029569  =   1.00016762
 CB0986
 CB0986|---------------------------------------------------------------------|
 CB0986| PID    Reference Object                     Distance      Geod. Az  |
 CB0986|                                                           dddmmss.s |
 CB0986| CH8721 CURRY RM 1                           20.940 METERS 15413     |
 CB0986| CB0989 SHELL PUMPING STA STORAGE TK        APPROX.14.8 KM 1854342.2 |
 CB0986| CH8722 CURRY RM 2                                         25545     |
 CB0986| CH9038 MIDLAND MUNICIPAL TANK                             2755721.5 |
 CB0986| CU1130 AIRWAYS BEACON 26                   APPROX.43.5 KM 2890044.4 |
 CB0986| CU1129 STANTON MARTIN CO CTHSE DOME        APPROX.33.1 KM 3072310.8 |
 CB0986| CU1128 STANTON MUNICIPAL TANK              APPROX.33.1 KM 3072559.7 |
 CB0986|---------------------------------------------------------------------|
 CB0986
 CB0986                          SUPERSEDED SURVEY CONTROL
 CB0986
 CB0986  NAD 83(1986)-  31 57 01.90096(N)    101 30 45.70407(W) AD(       ) 1
 CB0986  NAD 27      -  31 57 01.42900(N)    101 30 44.26600(W) AD(       ) 1
 CB0986  NGVD 29 (07/19/86)  839.9    (m)         2756.     (f) VERT ANG       
 CB0986
 CB0986.Superseded values are not recommended for survey control.
 CB0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0986.See file dsdata.txt to determine how the superseded data were derived.
 CB0986
 CB0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA6250137709(NAD 83)
 CB0986_MARKER: DS = TRIANGULATION STATION DISK
 CB0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0986
 CB0986  HISTORY     - Date     Condition        Report By
 CB0986  HISTORY     - 1932     MONUMENTED       CGS
 CB0986  HISTORY     - 1937     GOOD             TXHD
 CB0986  HISTORY     - 1938     GOOD             TSI
 CB0986
 CB0986                          STATION DESCRIPTION
 CB0986
 CB0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CB0986'NINETEEN AND ONE-FOURTH MILES S AND 7 MILES W OF BIG SPRING
 CB0986'COURTHOUSE, ABOUT 6 MILES N OF GARDEN CITY, 0.3 MILE E OF THE
 CB0986'NW CORNER OF SECTION 24, BLOCK 34, T 4 S., 12 FEET S OF AN
 CB0986'E-W FENCE LINE, 34.5 FEET N OF A TELEPHONE POLE, 106 FEET E
 CB0986'OF A GATE IN AN E-W FENCE LINE, AND 44 FEET N OF CENTER OF ROAD,
 CB0986'ON HIGH GRASS LAND BELONGING TO WILLIAM AND STEPHEN CURRY, OF
 CB0986'GARDEN CITY.
 CB0986'
 CB0986'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 CB0986'SET IN CONCRETE.
 CB0986'
 CB0986'SURFACE MARK PROJECTS 6 INCHES ABOVE GROUND.
 CB0986'
 CB0986'REFERENCE MARK NO. 1 PROJECTS 5 INCHES ABOVE THE GROUND, IS
 CB0986'36 FEET SE OF TELEPHONE POLE, 10 FEET S OF CENTER OF ROAD,
 CB0986'AND 68.7 FEET FROM STATION, S 25 DEG 47 MIN E.
 CB0986'
 CB0986'REFERENCE MARK NO. 2 PROJECTS 4 INCHES ABOVE THE GROUND, IS
 CB0986'1 FOOT W OF THE E-W FENCE LINE, AND 0.1 MILE (SPEEDOMETER) FROM
 CB0986'STATION, S 75 DEG 45 MIN W.
 CB0986'
 CB0986'THE BEARING FROM STATION OF STANTON, MUNICIPAL WATER TANK, FINIAL,
 CB0986'IS N 52 DEG 34 MIN W.
 CB0986'
 CB0986'TO REACH THE STATION FROM BIG SPRING, GO S ON HIGHWAY 385 FOR
 CB0986'9.8 MILES FROM THIRD AND SCURRY STREETS, TO A WELL-TRAVELED
 CB0986'ROAD TO THE W.  TURN W AND GO 2 MILES.  S AND FOLLOW MAIN
 CB0986'ROAD TOWARD GARDEN CITY FOR 13.5 MILES TO GATE TO W ON TOP OF
 CB0986'RIDGE ALONSIDE PIPE AND TELEPHONE LINES.  TURN W AND FOLLOW
 CB0986'PIPE-LINE ROAD 0.9 MILE TO STATION.
 CB0986
 CB0986                          STATION RECOVERY (1937)
 CB0986
 CB0986'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0986'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 RECOVERED IN GOOD
 CB0986'CONDITION AND AS DESCRIBED.  DESCRIPTION FOR LOCATING STATION
 CB0986'IS SATISFACTORY.
 CB0986
 CB0986                          STATION RECOVERY (1938)
 CB0986
 CB0986'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 CB0986'RECOVERED BY EDGAR TOBIN AERIAL SURVEY.
 CB0986'
 CB0986'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3059 ***********************************************************************
 CS3059  DESIGNATION -  CURTIS
 CS3059  PID         -  CS3059
 CS3059  STATE/COUNTY-  TX/HILL
 CS3059  USGS QUAD   -  HILLSBORO EAST (1978)
 CS3059
 CS3059                         *CURRENT SURVEY CONTROL
 CS3059  ___________________________________________________________________
 CS3059* NAD 83(1993)-  32 03 44.59025(N)    097 03 31.26524(W)     ADJUSTED  
 CS3059* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 CS3059  ___________________________________________________________________
 CS3059  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 CS3059  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CS3059
 CS3059  HORZ ORDER  -  SECOND
 CS3059
 CS3059.The horizontal coordinates were established by classical geodetic methods
 CS3059.and adjusted by the National Geodetic Survey in February 1996..
 CS3059
 CS3059.The orthometric height was scaled from a topographic map.
 CS3059
 CS3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3059
 CS3059.The geoid height was determined by GEOID03.
 CS3059
 CS3059;                    North         East     Units Scale Factor Converg.
 CS3059;SPC TXNC     - 2,044,816.616   736,100.612   MT  1.00002041   +0 47 09.9
 CS3059;SPC TXNC     - 6,708,702.51  2,415,023.42   sFT  1.00002041   +0 47 09.9
 CS3059;UTM  14      - 3,548,999.215   683,258.750   MT  1.00001418   +1 01 51.0
 CS3059
 CS3059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3059!SPC TXNC     -   0.99996481  x   1.00002041  =   0.99998522
 CS3059!UTM  14      -   0.99996481  x   1.00001418  =   0.99997899
 CS3059
 CS3059:                Primary Azimuth Mark                     Grid Az
 CS3059:SPC TXNC     -  CURTIS AZ MK                             023 03 22.3
 CS3059:UTM  14      -  CURTIS AZ MK                             022 48 41.2
 CS3059
 CS3059|---------------------------------------------------------------------|
 CS3059| PID    Reference Object                     Distance      Geod. Az  |
 CS3059|                                                           dddmmss.s |
 CS3059| CX9394 CURTIS AZ MK                                       0235032.2 |
 CS3059| CX9395 CURTIS RM 1                          14.685 METERS 06048     |
 CS3059| CX9396 CURTIS RM 2                          39.852 METERS 17845     |
 CS3059|---------------------------------------------------------------------|
 CS3059
 CS3059                          SUPERSEDED SURVEY CONTROL
 CS3059
 CS3059  NAD 83(1986)-  32 03 44.59810(N)    097 03 31.24536(W) AD(       ) 2
 CS3059  NAD 27      -  32 03 44.04500(N)    097 03 30.23100(W) AD(       ) 2
 CS3059
 CS3059.Superseded values are not recommended for survey control.
 CS3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3059.See file dsdata.txt to determine how the superseded data were derived.
 CS3059
 CS3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA8325948999(NAD 83)
 CS3059_MARKER: DS = TRIANGULATION STATION DISK
 CS3059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3059
 CS3059  HISTORY     - Date     Condition        Report By
 CS3059  HISTORY     - 1948     MONUMENTED       CGS
 CS3059  HISTORY     - 1980     GOOD             LOCSUR
 CS3059  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS3059
 CS3059                          STATION DESCRIPTION
 CS3059
 CS3059'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3059'LOCATED ABOUT 5 MILES NORTHEAST OF HILLSBORO, 8 MILES SOUTHWEST
 CS3059'OF MILFORD, 9 MILES SOUTHEAST OF ITASCA AND ABOUT 1 MILE
 CS3059'SOUTHWEST OF A SMALL AIRPORT.  IT IS ON THE EAST RIGHT-OF-WAY
 CS3059'OF U.S. HIGHWAY 77, 57 FEET WEST OF THE CENTERLINE OF THE
 CS3059'HIGHWAY AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE.  THE
 CS3059'MARK PROJECTS 4 INCHES AND THE DISC IS STAMPED CURTIS 1948.
 CS3059'
 CS3059'REFERENCE MARK NO. 1 IS 48.18 FEET NORTHEAST OF THE STATION,
 CS3059'53 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 4 FEET EAST
 CS3059'OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 6 INCHES
 CS3059'AND THE DISC IS STAMPED CURTIS NO 1 1948.
 CS3059'
 CS3059'REFERENCE MARK NO. 2 IS 130.75 FEET SOUTH OF THE STATION AND
 CS3059'ACROSS THE HIGHWAY, 58.7 FEET EAST OF THE CENTERLINE AND
 CS3059'1-1/2 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE.  THE MARK
 CS3059'PROJECTS 4 INCHES AND THE DISC IS STAMPED CURTIS NO 2 1948.
 CS3059'
 CS3059'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH-NORTHWEST
 CS3059'OF THE STATION, IN THE EAST CONCRETE WALL OF A CULVERT WHICH
 CS3059'IS UNDER THE OLD HIGHWAY THAT PARALLELS THE TEXAS ELECTRIC
 CS3059'INTERURBAN RAILROAD TRACKS.  IT IS 64.4 FEET EAST OF THE EAST RAIL
 CS3059'OF THE TRACKS, 14 FEET WEST OF THE CENTERLINE OF THE ROAD
 CS3059'AND 36 FEET NORTH OF THE INTERSECTION OF ROADS.  THE MARK
 CS3059'IS SET IN THE TOP AND CENTER OF THE END-WALL OF THE CULVERT
 CS3059'AND ABOUT 18 INCHES ABOVE THE ROAD AND THE MARK IS STAMPED
 CS3059'CURTIS 1948.
 CS3059'
 CS3059'TO REACH THE STATION FROM THE STOP LIGHT AND MAIN INTERSECTION
 CS3059'IN MILFORD, GO SOUTHWEST ON U.S. HIGHWAY 77 FOR 8.4 MILES
 CS3059'TO THE STATION SITE ON THE RIGHT AT THE TOP OF A SMALL GRADE.
 CS3059'(THIS IS ABOUT 0.7 MILE SOUTHWEST OF BYRANS SKY RANCH AIRFIELD).
 CS3059'
 CS3059'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 CS3059'ON U.S. HIGHWAY 77 FOR 0.2 MILE TO A CROSSROADS.  TURN LEFT
 CS3059'OR NORTHWESTERLY ON DIRT ROAD FOR 0.2 MILE TO A T-INTERSECTION
 CS3059'AND THE MARK AS DESCRIBED ABOVE.
 CS3059'
 CS3059'A 77 FOOT SIGNAL AT BELL WAS VISIBLE FROM THE GROUND.
 CS3059'
 CS3059'A 4 FOOT SIGNAL AT ODELL WAS VISIBLE AT 50 FEET.
 CS3059'
 CS3059'A 77 FOOT SIGNAL AT LAKENON WAS VISIBLE FROM THE GROUND.
 CS3059'
 CS3059'A 100 FOOT SIGNAL AT PECAN WAS VISIBLE FROM THE GROUND.
 CS3059'
 CS3059'A 77 FOOT SIGNAL AT HILLSBORO WAS VISIBLE FROM THE GROUND.
 CS3059'
 CS3059'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 CS3059
 CS3059                          STATION RECOVERY (1980)
 CS3059
 CS3059'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS3059'CURTIS 1948 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS3059'
 CS3059'RM 1 AND RM 2 - DESTROYED - DISC PRIED OUT OF NO. 2 - RM 1 NO
 CS3059'REMAINS.
 CS3059'
 CS3059'AZI MARK DID NOT SEARCH.
 CS3059'
 CS3059'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI NE HILLSBORO.
 CS3059
 CS3059                          STATION RECOVERY (1999)
 CS3059
 CS3059'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0773 ***********************************************************************
 CC0773  DESIGNATION -  CURTIS
 CC0773  PID         -  CC0773
 CC0773  STATE/COUNTY-  TX/CRANE
 CC0773  USGS QUAD   -  PENWELL SW (1964)
 CC0773
 CC0773                         *CURRENT SURVEY CONTROL
 CC0773  ___________________________________________________________________
 CC0773* NAD 83(1993)-  31 36 32.11893(N)    102 37 31.53505(W)     ADJUSTED  
 CC0773* NAVD 88     -       870.6    (meters)    2856.     (feet)  VERTCON   
 CC0773  ___________________________________________________________________
 CC0773  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 CC0773  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CC0773
 CC0773  HORZ ORDER  -  FIRST
 CC0773
 CC0773.The horizontal coordinates were established by classical geodetic methods
 CC0773.and adjusted by the National Geodetic Survey in February 1996..
 CC0773
 CC0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0773
 CC0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0773
 CC0773.The geoid height was determined by GEOID03.
 CC0773
 CC0773;                    North         East     Units Scale Factor Converg.
 CC0773;SPC TX C     - 3,217,554.472   482,527.587   MT  0.99993780   -1 10 50.0
 CC0773;SPC TX C     -10,556,259.96  1,583,092.59   sFT  0.99993780   -1 10 50.0
 CC0773;UTM  13      - 3,499,536.428   725,267.221   MT  1.00022591   +1 14 42.3
 CC0773
 CC0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0773!SPC TX C     -   0.99986695  x   0.99993780  =   0.99980475
 CC0773!UTM  13      -   0.99986695  x   1.00022591  =   1.00009283
 CC0773
 CC0773|---------------------------------------------------------------------|
 CC0773| PID    Reference Object                     Distance      Geod. Az  |
 CC0773|                                                           dddmmss.s |
 CC0773| CH8724 CURTIS RM                            13.750 METERS 08609     |
 CC0773| CC0753 CASTLE GAP MOUNTAIN                 APPROX.44.7 KM 1364653.5 |
 CC0773| CH8723 CURTIS AZ MK                                       3032958.1 |
 CC0773| CH8725 CURTIS RM 1                          30.870 METERS 32721     |
 CC0773| CC0771 WINDMILL 2 MI S OF STA DUBLIN       APPROX.25.3 KM 3565531.5 |
 CC0773| CC0775 JUDKIN SCHOOLHOUSE CUPOLA           APPROX.11.8 KM 3584545.2 |
 CC0773|---------------------------------------------------------------------|
 CC0773
 CC0773                          SUPERSEDED SURVEY CONTROL
 CC0773
 CC0773  NAD 83(1986)-  31 36 32.12124(N)    102 37 31.52678(W) AD(       ) 1
 CC0773  NAD 27      -  31 36 31.64100(N)    102 37 30.00100(W) AD(       ) 1
 CC0773  NGVD 29 (07/19/86)  870.3    (m)         2855.     (f) VERT ANG       
 CC0773
 CC0773.Superseded values are not recommended for survey control.
 CC0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0773.See file dsdata.txt to determine how the superseded data were derived.
 CC0773
 CC0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ2526799536(NAD 83)
 CC0773_MARKER: DS = TRIANGULATION STATION DISK
 CC0773_SETTING: 0 = UNSPECIFIED SETTING
 CC0773
 CC0773  HISTORY     - Date     Condition        Report By
 CC0773  HISTORY     - 1909     MONUMENTED       CGS
 CC0773  HISTORY     - 1935     GOOD             CGS
 CC0773  HISTORY     - 1938     GOOD             TXHD
 CC0773  HISTORY     - 1947     GOOD             PHILIP
 CC0773  HISTORY     - 1964     GOOD             USGS
 CC0773
 CC0773                          STATION DESCRIPTION
 CC0773
 CC0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CC0773'EIGHT MILES DIRECT, OR 10 MILES BY ROAD, DIRECTLY S OF JUDKIN,
 CC0773'ABOUT 7 MILES DIRECT S AND E FROM METZ, TOWNS ON THE TEXAS
 CC0773'AND PACIFIC RAILWAY, AND VERY NEAR THE SOUTHERN END OF A
 CC0773'PROMINENT NARROW RIDGE WHICH EXTENDS 4 MILES NW AND SE FROM THE
 CC0773'J.A. GRAHAM RANCH HOUSE.  THE STATION IS ON THE 04 PASTURE
 CC0773'OWNED BY MRS. A.G. CURTIS, OF MIDLAND.
 CC0773'
 CC0773'SURFACE MARK IS A CAP STATION MARK ON A 3-INCH IRON PIPE, 30
 CC0773'INCHES LONG WHICH IS EMBEDDED IN A CYLINDER OF CONCRETE
 CC0773'20 INCHES IN DIAMETER AND 30 INCHES LONG.
 CC0773'
 CC0773'UNDERGROUND MARK IS AN IRON SPIKE SET IN BEDROCK.
 CC0773'
 CC0773'REFERENCE MARK IS A 3/4-INCH IRON ROD 18 INCHES LONG SET IN A
 CC0773'CONCRETE CYLINDER, 12 INCHES IN DIAMETER AND 20 INCHES LONG.
 CC0773'IT IS 13.757 METERS (45.13 FEET) FROM THE STATION
 CC0773'N 86 DEG 08 MIN E.  THE EASTERN ONE OF TWO WINDMILLS IS ABOUT 1
 CC0773'MILE DISTANT S 23 DEG 33 MIN E.
 CC0773'
 CC0773'BEARING FROM STATION OF JUDKIN, SCHOOLHOUSE CUPOLA, DISTANT
 CC0773'ABOUT 7.3 MILES, IS N 01 DEG 14 MIN W.
 CC0773
 CC0773                          STATION RECOVERY (1935)
 CC0773
 CC0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0773'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF
 CC0773'A FEW MINOR DETAILS WHICH ARE HEREINAFTER NOTED.  A REVISED
 CC0773'DESCRIPTION OF THE STATION FOLLOWS--
 CC0773'
 CC0773'THE STATION IS ABOUT 8 MILES S OF JUDKINS POST OFFICE A SMALL
 CC0773'SETTLEMENT ON THE TEXAS AND PACIFIC RAILWAY AND U.S. HIGHWAY 80,
 CC0773'AND 5 MILES SW OF THE PENN OIL FIELD.  IT IS ON LAND NOW OWNED
 CC0773'BY A.B. CONNELL OF ODESSA INSTEAD OF MRS. A.G. CURTIS OF MIDLAND
 CC0773'WHO OWNED THE LAND WHEN THE STATION WAS ORIGINALLY ESTABLISHED.
 CC0773'IT IS IN SEC. 9 OF BLOCK 22 AND IS ON A BRUSH-COVERED RIDGE.
 CC0773'
 CC0773'THE SURFACE MARK PROJECTS 12 INCHES AND IS A STANDARD BENCH MARK
 CC0773'CAP DISK SET ON A PIPE WHICH IS ENCASED BY A CIRCULAR MASS
 CC0773'OF CONCRETE, WITH CURTIS 1909 STAMPED ON IT.  THE NUMERALS 1908
 CC0773'ARE ETCHED IN THE CONCRETE WHICH SURROUNDS THE MARK.  THE MARK
 CC0773'IS IN EXCELLENT CONDITION.
 CC0773'
 CC0773'THE UNDERGROUND MARK IS AN IRON SPIKE IN CONCRETE.
 CC0773'
 CC0773'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A SQUARE
 CC0773'BLOCK OF CONCRETE, AND IS STAMPED CURTIS 1935.  IT PROJECTS 6
 CC0773'INCHES AND IS NNW OF THE STATION.
 CC0773'
 CC0773'AN AZIMUTH MARK STAMPED CURTIS 1935 WAS SET AND
 CC0773'IT PROJECTS 6 INCHES AND IS NW OF THE STATION.  IT IS ON THE
 CC0773'SAME RIDGE AS THE STATION AND IS AT A POINT 100 YARDS NW OF THE
 CC0773'N EDGE OF A SMALL DEPRESSION THAT EXTENDS E AND W ACROSS THE
 CC0773'RIDGE.
 CC0773'
 CC0773'TO REACH THE STATION FROM JUDKINS POST OFFICE (WHICH IS 18
 CC0773'MILES SW OF ODESSA VIA U.S. HIGHWAY 80) GO SW ON U.S. HIGHWAY 80
 CC0773'5.0 MILES TO A CATTLE GUARD AND ROAD ON THE LEFT SIDE OF THE
 CC0773'HIGHWAY.  HERE LEAVE U.S. HIGHWAY 80 TURN LEFT PASS OVER GUARD
 CC0773'AND GO S 1.9 MILES ON PLAIN ROAD TO A FORK.  TAKE THE LEFT
 CC0773'FORK (SIGNED HENDERSON) AND GO IN A SE DIRECTION ON PLAIN ROAD
 CC0773'1.0 MILE TO A GATE ABOUT 100 YARDS W OF TWO WINDMILLS.  PASS
 CC0773'THROUGH GATE AND GO S AND SE ON PLAIN ROAD 2.3 MILES TO A
 CC0773'CATTLE GUARD.  PASS OVER GUARD AND CONTINUE ON MAIN ROAD 1.2
 CC0773'MILES (THIS POINT IS 1.4 MILES N OF THE HOME OF HOMER
 CC0773'HENDERSON).  HERE LEAVE ROAD, TURN LEFT, CROSS FENCE AND
 CC0773'GO IN A GENERAL EASTERLY DIRECTION 0.9 MILE TO TOP OF SOUTHERN
 CC0773'END OF RIDGE AND STATION.
 CC0773'
 CC0773'A 50-FOOT TOWER WILL CLEAR LINES FROM THIS STATION.
 CC0773
 CC0773                          STATION RECOVERY (1938)
 CC0773
 CC0773'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0773'DESCRIPTION AS GIVEN IN REACHING STATION IS SATISFACTORY.
 CC0773'
 CC0773'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CC0773'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CC0773
 CC0773                          STATION RECOVERY (1947)
 CC0773
 CC0773'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CC0773'STATION, AZIMUTH, AND BOTH REFERENCE MARKS FOUND IN PERFECT
 CC0773'CONDITION AS DESCRIBED.  STATION MARK IS A DISK STAMPED CURTIS
 CC0773'1908 1935.
 CC0773
 CC0773                          STATION RECOVERY (1964)
 CC0773
 CC0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CC0773'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31102-4, STATION 1002.
 CC0773'RECOVERED BY USGS IN 1964.
 CC0773'STATION MARK--STANDARD USC AND GS DISK STAMPED---CURTIS 1909---, SET
 CC0773'IN TOP OF IRON PIPE SURROUNDED BY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0655 ***********************************************************************
 AZ0655  DESIGNATION -  CURVE ET
 AZ0655  PID         -  AZ0655
 AZ0655  STATE/COUNTY-  TX/EDWARDS
 AZ0655  USGS QUAD   -  CARTA VALLEY SE (1978)
 AZ0655
 AZ0655                         *CURRENT SURVEY CONTROL
 AZ0655  ___________________________________________________________________
 AZ0655* NAD 83(1993)-  29 49 40.53898(N)    100 33 47.62619(W)     ADJUSTED  
 AZ0655* NAVD 88     -       702.6    (meters)    2305.     (feet)  VERTCON   
 AZ0655  ___________________________________________________________________
 AZ0655  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AZ0655  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 AZ0655
 AZ0655  HORZ ORDER  -  SECOND
 AZ0655
 AZ0655.The horizontal coordinates were established by classical geodetic methods
 AZ0655.and adjusted by the National Geodetic Survey in February 1996..
 AZ0655
 AZ0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0655
 AZ0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0655
 AZ0655.The geoid height was determined by GEOID03.
 AZ0655
 AZ0655;                    North         East     Units Scale Factor Converg.
 AZ0655;SPC TXSC     - 4,222,065.903   448,929.855   MT  0.99990014   -0 45 57.0
 AZ0655;SPC TXSC     -13,851,894.55  1,472,864.03   sFT  0.99990014   -0 45 57.0
 AZ0655;UTM  14      - 3,300,743.588   348,961.168   MT  0.99988147   -0 46 39.7
 AZ0655
 AZ0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0655!SPC TXSC     -   0.99989318  x   0.99990014  =   0.99979333
 AZ0655!UTM  14      -   0.99989318  x   0.99988147  =   0.99977466
 AZ0655
 AZ0655:                Primary Azimuth Mark                     Grid Az
 AZ0655:SPC TXSC     -  ANT 9 MI ENE OF CARTA VALLEY             031 24 21.7
 AZ0655:UTM  14      -  ANT 9 MI ENE OF CARTA VALLEY             031 25 04.4
 AZ0655
 AZ0655|---------------------------------------------------------------------|
 AZ0655| PID    Reference Object                     Distance      Geod. Az  |
 AZ0655|                                                           dddmmss.s |
 AZ0655| AZ0654 ANT 9 MI ENE OF CARTA VALLEY        APPROX. 3.7 KM 0303824.7 |
 AZ0655| AZ0653 WARDLAW                             APPROX. 4.5 KM 0541456.5 |
 AZ0655| CV4665 CURVE ET RM 1                        17.242 METERS 07958     |
 AZ0655| CV4666 CURVE ET RM 2                        17.230 METERS 16444     |
 AZ0655|---------------------------------------------------------------------|
 AZ0655
 AZ0655                          SUPERSEDED SURVEY CONTROL
 AZ0655
 AZ0655  NAD 83(1986)-  29 49 40.53374(N)    100 33 47.61165(W) AD(       ) 2
 AZ0655  NAD 27      -  29 49 39.75922(N)    100 33 46.29427(W) AD(       ) 2
 AZ0655  NGVD 29 (07/19/86)  702.5    (m)         2305.     (f) VERT ANG       
 AZ0655
 AZ0655.Superseded values are not recommended for survey control.
 AZ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0655.See file dsdata.txt to determine how the superseded data were derived.
 AZ0655
 AZ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU4896100744(NAD 83)
 AZ0655_MARKER: DD = SURVEY DISK
 AZ0655_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0655_SP_SET: PARTIALLY EXPOSED BEDROCK
 AZ0655
 AZ0655  HISTORY     - Date     Condition        Report By
 AZ0655  HISTORY     - 1971     MONUMENTED       USGS
 AZ0655
 AZ0655                          STATION DESCRIPTION
 AZ0655
 AZ0655'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0655'THE STATION IS LOCATED NORTH 71 DEGREES EAST, 7 MILES AIRLINE
 AZ0655'DISTANCE FROM CARTA VALLEY, TEXAS, ON A NORTH-SOUTH RIDGE ON EAST
 AZ0655'SIDE OF U.S. HIGHWAY 377, ON LAND OWNED BY LAMAR SMITH, HOUSTON,
 AZ0655'TEXAS.
 AZ0655'
 AZ0655'TO REACH FROM CARTA VALLEY, TEXAS, GO 8.0 MILES EAST ON
 AZ0655'U.S. HIGHWAY 377 TO POINT 0.4 MILES NORTH OF A SHARP CURVE IN
 AZ0655'HIGHWAY.  STATION SITE IS ABOUT 500 FEET RIGHT (EAST) OF HIGHWAY,
 AZ0655'AND 20 FEET EAST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 AZ0655'
 AZ0655'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET IN
 AZ0655'BEDROCK.
 AZ0655'
 AZ0655'STATION MARK--TABLET PROJECTING 0.5 FEET ABOVE GROUND, AND
 AZ0655'STAMPED CURVE ET 1971.
 AZ0655'
 AZ0655'REFERENCE MARK NO. 1--TABLET PROJECTING 0.3 FEET ABOVE GROUND, AND
 AZ0655'STAMPED CURVE ET 1971-NO. 1.
 AZ0655'
 AZ0655'REFERENCE MARK NO. 2--TABLET IS FLUSH WITH THE GROUND, AND STAMPED
 AZ0655'CURVE ET 1971-NO. 2.
 AZ0655'
 AZ0655'STATION WARDLAW USED 1941, IS VISIBLE FROM THE GROUND AT THIS
 AZ0655'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 AZ0655'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2693 ***********************************************************************
 BY2693  DESIGNATION -  CUSHING
 BY2693  PID         -  BY2693
 BY2693  STATE/COUNTY-  TX/NACOGDOCHES
 BY2693  USGS QUAD   -  CUSHING (1973)
 BY2693
 BY2693                         *CURRENT SURVEY CONTROL
 BY2693  ___________________________________________________________________
 BY2693* NAD 83(1993)-  31 46 38.63376(N)    094 48 00.95232(W)     ADJUSTED  
 BY2693* NAVD 88     -       210.2    (meters)     690.     (feet)  VERTCON   
 BY2693  ___________________________________________________________________
 BY2693  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BY2693  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY2693
 BY2693  HORZ ORDER  -  FIRST
 BY2693
 BY2693.The horizontal coordinates were established by classical geodetic methods
 BY2693.and adjusted by the National Geodetic Survey in February 1996..
 BY2693
 BY2693.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2693
 BY2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2693
 BY2693.The geoid height was determined by GEOID03.
 BY2693
 BY2693;                    North         East     Units Scale Factor Converg.
 BY2693;SPC TX C     - 3,247,025.048 1,223,866.188   MT  0.99997326   +2 50 59.5
 BY2693;SPC TX C     -10,652,948.01  4,015,300.99   sFT  0.99997326   +2 50 59.5
 BY2693;SPC TXNC     - 2,018,450.778   950,410.373   MT  1.00011757   +2 01 04.1
 BY2693;SPC TXNC     - 6,622,200.59  3,118,138.03   sFT  1.00011757   +2 01 04.1
 BY2693;UTM  15      - 3,517,173.021   329,533.265   MT  0.99995840   -0 56 53.8
 BY2693
 BY2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2693!SPC TX C     -   0.99997120  x   0.99997326  =   0.99994446
 BY2693!SPC TXNC     -   0.99997120  x   1.00011757  =   1.00008877
 BY2693!UTM  15      -   0.99997120  x   0.99995840  =   0.99992960
 BY2693
 BY2693:                Primary Azimuth Mark                     Grid Az
 BY2693:SPC TX C     -  HUMBLE OIL COMPANY RADIO MAST            067 40 19.7
 BY2693:SPC TXNC     -  HUMBLE OIL COMPANY RADIO MAST            068 30 15.1
 BY2693:UTM  15      -  HUMBLE OIL COMPANY RADIO MAST            071 28 13.0
 BY2693
 BY2693|---------------------------------------------------------------------|
 BY2693| PID    Reference Object                     Distance      Geod. Az  |
 BY2693|                                                           dddmmss.s |
 BY2693| BY2692 HUMBLE OIL COMPANY RADIO MAST       APPROX. 4.0 KM 0703119.2 |
 BY2693| CV8329 CUSHING RM 3                         33.251 METERS 18310     |
 BY2693| CV8328 CUSHING RM                           91.321 METERS 22655     |
 BY2693| CV8327 CUSHING AZ MK                                      2390417.1 |
 BY2693| BY2696 CUSHING MUNICIPAL TANK              APPROX. 5.6 KM 3175129.4 |
 BY2693| BY2695 CUSHING LOOKOUT TOWER               APPROX. 8.2 KM 3220612.6 |
 BY2693|---------------------------------------------------------------------|
 BY2693
 BY2693                          SUPERSEDED SURVEY CONTROL
 BY2693
 BY2693  NAD 83(1986)-  31 46 38.64445(N)    094 48 00.93944(W) AD(       ) 1
 BY2693  NAD 27      -  31 46 38.01300(N)    094 48 00.16900(W) AD(       ) 1
 BY2693  NGVD 29 (07/19/86)  210.2    (m)          690.     (f) VERT ANG       
 BY2693
 BY2693.Superseded values are not recommended for survey control.
 BY2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2693.See file dsdata.txt to determine how the superseded data were derived.
 BY2693
 BY2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR2953317173(NAD 83)
 BY2693_MARKER: DS = TRIANGULATION STATION DISK
 BY2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2693
 BY2693  HISTORY     - Date     Condition        Report By
 BY2693  HISTORY     - 1919     MONUMENTED       CGS
 BY2693  HISTORY     - 1935     GOOD             CGS
 BY2693  HISTORY     - 1949     GOOD             CGS
 BY2693  HISTORY     - 1950     GOOD             CGS
 BY2693  HISTORY     - 1952     GOOD             CGS
 BY2693  HISTORY     - 1958     GOOD             CGS
 BY2693
 BY2693                          STATION DESCRIPTION
 BY2693
 BY2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY2693'STATION IS ABOUT 4 MILES BY ROAD SE OF THE TOWN OF CUSHING,
 BY2693'2 MILES TO THE NE OF THE CUSHING-NACOGDOCHES ROAD, ON THE
 BY2693'NORTHERN EXTREMITY OF A HIGH AND PROMINENT RIDGE LOCALLY
 BY2693'KNOWN AS FLOWER MOUNTAIN.  STATION IS ON LAND OWNED BY W.W.
 BY2693'GOLDBERRY, WHO LIVES AT THE FOOT OF THE HILL, AND ABOUT 1/2
 BY2693'MILE TO THE E, AND IS ALSO ABOUT 1/2 MILE E OF J.B. JOHNSONS
 BY2693'HOUSE ON THE TOP OF THE MOUNTAIN.  IT IS ABOUT 25 METERS
 BY2693'(82 FEET) FROM THE SHARP DECLINE OF THE MOUNTAIN TO THE N,
 BY2693'20 METERS (66 FEET) FROM THE SHARP DECLINE TO THE W, IN THE N
 BY2693'EDGE OF NEWLY CLEARED LAND, AND ABOUT 100 METERS (328 FEET)
 BY2693'E OF THE ROAD LEADING NE FROM JOHNSONS HOUSE.
 BY2693'
 BY2693'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY2693'DISKS SET IN CONCRETE.
 BY2693'
 BY2693'REFERENCE MARK IS IN THE S SIDE OF THE FIELD ALONGSIDE A
 BY2693'WIRE FENCE, AND 91.33 METERS (299.6 FEET) FROM THE STATION.
 BY2693'
 BY2693'A WHITE CHURCH AT CUSHING, DISTANT 2 MILES,
 BY2693'N 44 DEG W.
 BY2693'
 BY2693'ELEVATION OF STATION, 210.2 METERS (690 FEET).
 BY2693
 BY2693                          STATION RECOVERY (1935)
 BY2693
 BY2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2693'THIS STATION WAS FOUND AS DESCRIBED AND IS IN EXCELLENT
 BY2693'CONDITION.  THE REFERENCE MARK WAS LIKEWISE RECOVERED AND IS
 BY2693'IN EXCELLENT CONDITION.
 BY2693'
 BY2693'TO REACH THIS STATION FROM THE FOREST TOWER IN FLOWER MOUNTAIN,
 BY2693'TAKE THE DIM ROAD LEADING SE FROM THE TOWER, KEEP PLAIN ROAD
 BY2693'PASSING HOUSE ON LEFT OF THE ROAD, AND CONTINUE THROUGH PLANK
 BY2693'GATE TO WIRE GAP.  DO NOT ENTER THIS WIRE GAP, BUT BEAR RIGHT
 BY2693'AND CONTINUE DOWN PLAIN ROAD TO SECOND WIRE GAP, DISTANT 1.0
 BY2693'MILE FROM THE FOREST TOWER.  A SHORT DISTANCE BEFORE REACHING
 BY2693'THIS LAST WIRE GAP A TREE WITH A TRIANGLE BLAZED ON IT IS
 BY2693'PASSED ON THE LEFT OF THE ROAD.  LEAVE CAR AT THIS LAST WIRE
 BY2693'GAP, AND WALK NNW THROUGH WOODS AND ADJOINING FIELD TO
 BY2693'STATION, DISTANT 200 YARDS FROM ROAD.  STATION IS LOCATED IN
 BY2693'THE NW CORNER OF THE FIELD THAT ADJOINS THE WOODS ON THE
 BY2693'S, THE LOCATION OF THE STATION BEING SOMEWHAT OF A
 BY2693'PROJECTION OF THE MOUNTAIN TOWARDS THE NW SINCE THE MOUNTAIN
 BY2693'SLOPES STEEPLY DOWNWARD IN THREE DIRECTIONS AT THE
 BY2693'STATION LOCATION.  TO REACH THE FOREST TOWER ON FLOWER
 BY2693'MOUNTAIN FROM CUSHING, GO E ON CUSHING-DOUGLASS ROAD 2.2
 BY2693'MILES FROM DEPOT AT CUSHING TO FORK IN ROAD WITH HOUSE IN
 BY2693'CENTER OF FORK, TAKE LEFT AND GO 0.6 MILE TO ANOTHER FORK,
 BY2693'TAKE RIGHT AND THEREAFTER KEEP TO THE LEFT FOR DISTANCE
 BY2693'1.6 MILES TO TOWER.
 BY2693
 BY2693                          STATION RECOVERY (1949)
 BY2693
 BY2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2693'THE STATION AND REFERENCE MARK WAS RECOVERED AS DESCRIBED
 BY2693'AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK AND A
 BY2693'REFERENCE MARK NO. 3 WAS ESTABLISHED.
 BY2693'
 BY2693'A COMPLETE DESCRIPTION FOLLOWS.
 BY2693'
 BY2693'THE STATION IS LOCATED AT THE EXTREME NORTHEAST END OF A
 BY2693'PROMINENT NORTHEAST-SOUTHWEST RIDGE ABOUT 4.0 MILES SOUTHEAST
 BY2693'OF THE CITY OF CUSHING.  IT IS ON THE CREST OF THE RIDGE
 BY2693'AND IS 54.0 FEET SOUTHWEST OF WHERE THE RIDGE BREAKS SHARPLY
 BY2693'INTO A VALLEY.  IT PROJECTS 3 INCHES AND IS STAMPED CUSHING
 BY2693'1919.
 BY2693'
 BY2693'REFERENCE MARK 1919 IS 299.61 FEET SOUTHWEST OF THE STATION.
 BY2693'IT IS NEAR THE CREST OF THE RIDGE AND IS 1.0 FOOT EAST OF A
 BY2693'WIRE FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED CUSHING
 BY2693'1919.
 BY2693'
 BY2693'REFERENCE MARK NO. 3 IS ON THE SOUTHEASTERN SLOPE OF THE
 BY2693'RIDGE AND IS ABOUT 5.0 FEET BELOW THE ELEVATION OF THE STATION.
 BY2693'IT IS 25.0 FEET WEST OF THE EDGE OF A WOODED AREA.  IT PROJECTS
 BY2693'6 INCHES AND IS STAMPED CUSHING NO 3 1948.
 BY2693'
 BY2693'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 BY2693'140.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, AND
 BY2693'14.0 FEET NORTH OF THE CENTER OF A ROAD.  IT PROJECTS 5 INCHES
 BY2693'AND IS STAMPED CUSHING 1948.
 BY2693'
 BY2693'TO REACH THE STATION FROM THE RAILROAD CROSSING, JUST WEST
 BY2693'OF THE RAILROAD DEPOT IN CUSHING, GO SOUTH ON FARM ROAD
 BY2693'NO. 225 FOR 3.7 MILES, TURN LEFT ONTO A GRADED ROAD AND GO
 BY2693'EAST FOR 2.0 MILES TO A GATE ON THE LEFT, JUST BEFORE REACHING
 BY2693'A Y-INTERSECTION, TURN LEFT THROUGH WIRE GATE AND FOLLOW
 BY2693'TRACK ROAD FOR 0.35 MILE TO AN OLD HOUSE ON THE LEFT, CONTINUE
 BY2693'STRAIGHT AHEAD FOR 0.35 MILE TO WHERE THE ROAD TURNS RIGHT
 BY2693'AND A LANE LEADS NORTH TO A FARM HOUSE, TURN RIGHT AND GO
 BY2693'EAST FOR 0.05 MILE.  AZIMUTH MARK IS ON THE LEFT AS
 BY2693'DESCRIBED.  CONTINUE EAST ON TRACK ROAD FOR 0.3 MILE TO A WIRE
 BY2693'GATE ACROSS THE ROAD, TURN LEFT AND FOLLOW A DIM TRACK ROAD
 BY2693'THROUGH THE WOODS FOR 0.2 MILE TO THE END OF THE RIDGE AND
 BY2693'THE STATION.
 BY2693'
 BY2693'A 74 FOOT SIGNAL AT BOZELL IS VISIBLE AT 64 FEET.
 BY2693'
 BY2693'A 74 FOOT SIGNAL AT LILBERT IS VISIBLE AT 64 FEET.
 BY2693'
 BY2693'A 47 FOOT SIGNAL AT CARTER IS VISIBLE AT 64 FEET.
 BY2693'
 BY2693'A 47 FOOT SIGNAL AT BEARD IS VISIBLE AT 64 FEET.
 BY2693'
 BY2693'A 74 FOOT SIGNAL AT APPLEBY 2 IS VISIBLE AT 64 FEET.
 BY2693'
 BY2693'A 113 FOOT SIGNAL AT BAKER IS VISIBLE AT 64 FEET.
 BY2693'
 BY2693'AN 87 FOOT SIGNAL AT ALTO IS VISIBLE AT 77 FEET.
 BY2693
 BY2693                          STATION RECOVERY (1950)
 BY2693
 BY2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 BY2693'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 BY2693'IN GOOD CONDITION.
 BY2693
 BY2693                          STATION RECOVERY (1952)
 BY2693
 BY2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JL)
 BY2693'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 BY2693'AS DESCRIBED BY R.L.E. IN 1949.
 BY2693
 BY2693                          STATION RECOVERY (1958)
 BY2693
 BY2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2693'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 BY2693'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 BY2693'
 BY2693'THE STATION IS LOCATED ON THE NORTHEAST END OF A PROMINENT
 BY2693'NORTHEAST-SOUTHWEST RIDGE LOCALLY KNOW AS FLOWER MOUNTAIN,
 BY2693'ABOUT 4 MILES SOUTHEAST OF CUSHING AND 54 FEET SOUTHWEST
 BY2693'OF WHERE THE RIDGE BREALS SHARPLY INTO THE VALLEY.  THE MARK
 BY2693'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 BY2693'STAMPED CUSHING 1919.
 BY2693'
 BY2693'REFERENCE MARK 1919 IS NEAR THE CREST OF THE RIDGE AND 1 FOOT
 BY2693'EAST OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES ABOVE THE
 BY2693'SURFACE OF THE GROUND AND IS STAMPED CUSHING 1919.
 BY2693'
 BY2693'REFERENCE MARK NO. 3 IS ON THE SOUTHEAST SLOPE OF THE HILL
 BY2693'AND IS ABOUT 5 FEET LOWER THAN THE STATION.  THE MARK PROJECTS
 BY2693'6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 BY2693'CUSHING NO 3 1948.
 BY2693'
 BY2693'AZIMUTH MARK IS 140 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BY2693'OF A HOUSE AND 50 FEET NORTH OF THE TRACK ROAD.  THE MARK
 BY2693'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 BY2693'CUSHING 1948.
 BY2693'
 BY2693'TO REACH THE STATION FROM THE POST OFFICE IN CUSHING, GO
 BY2693'SOUTH ON FARM ROAD NO. 225 FOR 3.7 MILES TO A SIDE ROAD ON
 BY2693'THE LEFT, TURN SHARP LEFT AND FOLLOWED MAIN GRADED ROAD
 BY2693'EASTERLY FOR 2.0 MILES TO A WIRE GATE ON THE LEFT, TURN
 BY2693'LEFT AND PASS THROUGH THE GATE AND GO 0.2 MILE TO A DIM
 BY2693'TRACK ROAD ON THE LEFT, TURN LEFT AND GO 0.5 MILE TO A FARM
 BY2693'HOUSE AND THE AZIMUTH MARK AS DESCRIBED, GO AROUND THE HOUSE
 BY2693'AND UP A FENCE LINE FOR 0.2 MILE TO A LARGE GUM TREE WITH
 BY2693'A BLAZE, FROM HERE LEAVE THE DIM TRACK ROAD AND GO EASTERLY
 BY2693'FOR 0.1 MILE TO THE TOP OF HILL AND THE STATION.
 BY2693'
 BY2693'OBSERVATIONS WERE MADE FROM A 77-FOOT TOWER.
 BY2693'
 BY2693'A 4-WHEEL DRIVE IS REQUIRED IN WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0775 ***********************************************************************
 EN0775  DESIGNATION -  CUSHING
 EN0775  PID         -  EN0775
 EN0775  STATE/COUNTY-  TX/BRISCOE
 EN0775  USGS QUAD   -  HUGHES CANYON (1985)
 EN0775
 EN0775                         *CURRENT SURVEY CONTROL
 EN0775  ___________________________________________________________________
 EN0775* NAD 83(1993)-  34 32 48.06230(N)    100 57 38.19591(W)     ADJUSTED  
 EN0775* NAVD 88     -       747.44   (+/-2cm)    2452.2    (feet)  VERTCON   
 EN0775  ___________________________________________________________________
 EN0775  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 EN0775  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 EN0775
 EN0775  HORZ ORDER  -  SECOND
 EN0775  VERT ORDER  -  THIRD ? (See Below)
 EN0775
 EN0775.The horizontal coordinates were established by classical geodetic methods
 EN0775.and adjusted by the National Geodetic Survey in February 1996..
 EN0775
 EN0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0775.The vertical order pertains to the NGVD 29 superseded value.
 EN0775
 EN0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0775
 EN0775.The geoid height was determined by GEOID03.
 EN0775
 EN0775;                    North         East     Units Scale Factor Converg.
 EN0775;SPC TX N     - 1,060,784.069   249,510.959   MT  1.00002555   +0 18 45.3
 EN0775;SPC TX N     - 3,480,255.73    818,603.87   sFT  1.00002555   +0 18 45.3
 EN0775;UTM  14      - 3,824,519.817   320,097.401   MT  0.99999894   -1 06 43.6
 EN0775
 EN0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0775!SPC TX N     -   0.99988704  x   1.00002555  =   0.99991259
 EN0775!UTM  14      -   0.99988704  x   0.99999894  =   0.99988598
 EN0775
 EN0775                          SUPERSEDED SURVEY CONTROL
 EN0775
 EN0775  NAD 83(1993)-  34 32 48.06401(N)    100 57 38.19359(W) AD(       ) 2
 EN0775  NAD 83(1986)-  34 32 48.06736(N)    100 57 38.18932(W) AD(       ) 2
 EN0775  NAD 27      -  34 32 47.84701(N)    100 57 36.67308(W) AD(       ) 2
 EN0775  NGVD 29 (01/19/93)  747.10   (m)         2451.1    (f) LEVELING    3  
 EN0775
 EN0775.Superseded values are not recommended for survey control.
 EN0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0775.See file dsdata.txt to determine how the superseded data were derived.
 EN0775
 EN0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2009724520(NAD 83)
 EN0775_MARKER: DB = BENCH MARK DISK
 EN0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0775+STABILITY: SURFACE MOTION
 EN0775
 EN0775  HISTORY     - Date     Condition        Report By
 EN0775  HISTORY     - 1954     MONUMENTED       USGS
 EN0775  HISTORY     - 1964     GOOD             USGS
 EN0775
 EN0775                          STATION DESCRIPTION
 EN0775
 EN0775'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0775'STATION IS LOCATED ABOUT 10.0 MI. (AIRLINE) NW. OF TURKEY, 20.0 MI.
 EN0775'(AIRLINE) NE. OF SILVERTON, AND 0.1 MI. E. OF BILL CUSHING RANCH
 EN0775'HOUSE, 5.0 FT. N. OF E-W. FENCE.
 EN0775'
 EN0775'TO REACH FROM THE POST OFFICE IN SILVERTON, GO 1/2 BLOCK E., 1 BLOCK
 EN0775'N. TO STATE HIGHWAY 86, TURN RIGHT (E.) ON 86 AND GO 2.9 MI. TO
 EN0775'INTERSECTION OF 86 AND STATE HIGHWAY 256, TURN LEFT (E.) ON 256 AND
 EN0775'GO 18.3 MI. TO DRIVEWAY ON S., TURN RIGHT (S.) ON DRIVEWAY AND GO 0.2
 EN0775'MI. TO HOUSE.  STATION IS 0.1 MI. E. OF HOUSE AND 5.0 FT. N. OF E-W.
 EN0775'FENCE.
 EN0775'
 EN0775'STATION MARK--A STANDARD TABLET STAMPED---CUSHING 2451 1954---, SET
 EN0775'IN TOP OF CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 EN0775'
 EN0775'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED---CUSHING
 EN0775'NO. 1 1954---, SET IN TOP OF CONCRETE POST PROJECTING 0.1 FT. ABOVE
 EN0775'GROUND, 100.57 FT. FROM STATION MARK BEARING N 5 52 E.
 EN0775'
 EN0775'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED---CUSHING
 EN0775'NO. 2 1954---, SET IN TOP OF CONCRETE POST PROJECTING 0.3 FT. ABOVE
 EN0775'GROUND, 81.92 FT. FROM STATION MARK BEARING N 87 24 E.
 EN0775
 EN0775                          STATION RECOVERY (1964)
 EN0775
 EN0775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JCC)
 EN0775'THE STATION IS ABOUT 20 MILES EAST-NORTHEAST OF SILVERTON, 11
 EN0775'MILES NORTH-NORTHWEST OF TURKEY AND ABOUT 100 YARDS EAST OF THE
 EN0775'CUSHING RANCH HOUSE.
 EN0775'
 EN0775'TO REACH THE STATION FROM THE COURT HOUSE IN SILVERTON, GO EASTERLY
 EN0775'ON STATE HIGHWAYS 86 AND 256 FOR 2.9 MILES TO THEIR JUNCTION.  BEAR
 EN0775'LEFT AND CONTINUE EASTERLY ON HIGHWAY 256 FOR 12.1 MILES TO A
 EN0775'CROSSROAD AND A SIGN QUITAQUE.  CONTINUE NORTHEASTERLY ON THE
 EN0775'HIGHWAY FOR 7.0 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EN0775'EASTERLY FOR 0.5 MILE TO A DRIVEWAY LEADING TO THE CUSHING
 EN0775'RANCH.  TURN RIGHT AND GO SOUTHERLY FOR 0.1 MILE TO A GATE.  PASS
 EN0775'THROUGH THE GATE, TURN LEFT AND GO EASTERLY FOR 0.1 MILE TO THE
 EN0775'RANCH HOUSE ON THE LEFT.  CONTINUE EAST FOR ABOUT 110 YARDS
 EN0775'TO THE STATION ON THE LEFT.
 EN0775'
 EN0775'THE MARK IS A UNITED STATE GEOLOGICAL SURVEY BENCH MARK DISK,
 EN0775'STAMPED CUSHING 2451 1954, SET IN THE TOP OF AN 8 INCH SQUARE
 EN0775'CONCRETE POST PROJECTING 1 INCH.  IT IS 41.5 FEET NORTH OF THE
 EN0775'CENTERLINE OF A TRACK ROAD.
 EN0775'
 EN0775'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CUSHING.
 EN0775'THE DISTANCE BEING 32.16 FEET, 9.802 METERS EAST OF STATION
 EN0775'CUSHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0777 ***********************************************************************
 EN0777  DESIGNATION -  CUSHING
 EN0777  PID         -  EN0777
 EN0777  STATE/COUNTY-  TX/BRISCOE
 EN0777  USGS QUAD   -  HUGHES CANYON (1985)
 EN0777
 EN0777                         *CURRENT SURVEY CONTROL
 EN0777  ___________________________________________________________________
 EN0777* NAD 83(1993)-  34 32 48.02068(N)    100 57 38.57705(W)     ADJUSTED  
 EN0777* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 EN0777  ___________________________________________________________________
 EN0777  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 EN0777  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 EN0777
 EN0777  HORZ ORDER  -  FIRST
 EN0777
 EN0777.The horizontal coordinates were established by classical geodetic methods
 EN0777.and adjusted by the National Geodetic Survey in February 1996..
 EN0777
 EN0777.The orthometric height was scaled from a topographic map.
 EN0777
 EN0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0777
 EN0777.The geoid height was determined by GEOID03.
 EN0777
 EN0777;                    North         East     Units Scale Factor Converg.
 EN0777;SPC TX N     - 1,060,782.734   249,501.248   MT  1.00002555   +0 18 45.1
 EN0777;SPC TX N     - 3,480,251.35    818,572.01   sFT  1.00002555   +0 18 45.1
 EN0777;UTM  14      - 3,824,518.723   320,087.660   MT  0.99999898   -1 06 43.8
 EN0777
 EN0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0777!SPC TX N     -   0.99988706  x   1.00002555  =   0.99991260
 EN0777!UTM  14      -   0.99988706  x   0.99999898  =   0.99988604
 EN0777
 EN0777|---------------------------------------------------------------------|
 EN0777| PID    Reference Object                     Distance      Geod. Az  |
 EN0777|                                                           dddmmss.s |
 EN0777| EN0775 CUSHING                               9.802 METERS 08229     |
 EN0777| EN0746 TURKEY MEMPHIS COMP CO TANK         APPROX.17.4 KM 1600054.3 |
 EN0777| EN0776 CUSHING USGS 1964 RM 1               29.949 METERS 16716     |
 EN0777| CX7044 CUSHING AZ MK                                      2611604.9 |
 EN0777| EN0778 CUSHING USGS 1964 RM 2               15.220 METERS 27030     |
 EN0777|---------------------------------------------------------------------|
 EN0777
 EN0777                          SUPERSEDED SURVEY CONTROL
 EN0777
 EN0777  NAD 83(1993)-  34 32 48.02239(N)    100 57 38.57473(W) AD(       ) 1
 EN0777  NAD 83(1986)-  34 32 48.02574(N)    100 57 38.57045(W) AD(       ) 1
 EN0777  NAD 27      -  34 32 47.80539(N)    100 57 37.05420(W) AD(       ) 1
 EN0777
 EN0777.Superseded values are not recommended for survey control.
 EN0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0777.See file dsdata.txt to determine how the superseded data were derived.
 EN0777
 EN0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2008824519(NAD 83)
 EN0777_MARKER: DS = TRIANGULATION STATION DISK
 EN0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0777
 EN0777  HISTORY     - Date     Condition        Report By
 EN0777  HISTORY     - 1964     MONUMENTED       CGS
 EN0777
 EN0777                          STATION DESCRIPTION
 EN0777
 EN0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0777'THE STATION IS ABOUT 20 MILES EAST-NORTHEAST OF SILVERTON, 11 MILES
 EN0777'NORTH-NORTHWEST OF TURKEY AND ABOUT 100 YARDS EAST OF THE CUSHING
 EN0777'RANCH HOUSE.
 EN0777'
 EN0777'TO REACH THE STATION FROM THE COURT HOUSE IN SILVERTON, GO EASTERLY
 EN0777'ON STATE HIGHWAYS 86 AND 256 FOR 2.9 MILES TO THEIR JUNCTION.  BEAR
 EN0777'LEFT AND CONTINUE EASTERLY ON HIGHWAY 256 FOR 12.1 MILES TO A
 EN0777'CROSSROAD AND A SIGN QUITAQUE.  CONTINUE NORTHEASTERLY ON THE
 EN0777'HIGHWAY FOR 7.0 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EN0777'EASTERLY FOR 0.5 MILE TO A DRIVEWAY LEADING TO THE CUSHING
 EN0777'RANCH.  TURN RIGHT AND GO SOUTHERLY FOR 0.1 MILE TO A GATE.  PASS
 EN0777'THROUGH THE GATE, TURN LEFT AND GO EASTERLY FOR 0.1 MILE TO THE
 EN0777'RANCH HOUSE ON THE LEFT.  CONTINUE EAST FOR ABOUT 100 YARDS
 EN0777'TO THE STATION ON THE LEFT.
 EN0777'
 EN0777'THE STATION MARK IS A STANDARD DISK, STAMPED CUSHING 1964, SET IN
 EN0777'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 EN0777'IT IS 41.2 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD AND 4.7
 EN0777'FEET EAST-NORTHEAST OF A WITNESS POST.
 EN0777'
 EN0777'REFERENCE MARK 1 IS A UNITED STATES GEOLOGICAL SURVEY REFERENCE MARK
 EN0777'DISK, STAMPED CUSHING 1954 NO 1, SET IN THE TOP OF A 8 INCH SQUARE
 EN0777'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 57 FEET SOUTH OF THE
 EN0777'CENTERLINE OF THE ROAD AND ABOUT 1-1/2 FEET LOWER THAN THE
 EN0777'STATION.
 EN0777'
 EN0777'REFERENCE MARK 2 IS A UNITED STATES GEOLOGICAL SURVEY REFERENCE MARK
 EN0777'DISK, STAMPED CUSHING 1954 NO 2, SET IN THE TOP OF AN 8 INCH SQUARE
 EN0777'CONCRETE POST PROJECTING 3 INCHES.  IT IS 45.5 FEET NORTH OF THE
 EN0777'CENTERLINE OF THE ROAD AND ABOUT THE SAME ELEVATION AS THE
 EN0777'STATION.
 EN0777'
 EN0777'CUSHING (USGS) IS A UNITED STATES GEOLOGICAL SURVEY BENCH MARK DISK,
 EN0777'STAMPED CUSHING 2451 1954, SET IN THE TOP OF AN 8 INCH SQUARE
 EN0777'CONCRETE POST PROJECTING 1 INCH.  IT IS 41.5 FEET NORTH OF THE
 EN0777'CENTERLINE OF THE ROAD AND ABOUT THE SAME ELEVATION AS THE
 EN0777'STATION.
 EN0777'
 EN0777'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CUSHING 1964, SET IN
 EN0777'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 EN0777'IS 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF
 EN0777'A FENCE AND 2 FEET EAST OF A WITNESS POST.
 EN0777'
 EN0777'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2696 ***********************************************************************
 BY2696  DESIGNATION -  CUSHING MUNICIPAL TANK
 BY2696  PID         -  BY2696
 BY2696  STATE/COUNTY-  TX/NACOGDOCHES
 BY2696  USGS QUAD   -  CUSHING (1973)
 BY2696
 BY2696                         *CURRENT SURVEY CONTROL
 BY2696  ___________________________________________________________________
 BY2696* NAD 83(1993)-  31 48 54.49740(N)    094 50 24.95539(W)     ADJUSTED  
 BY2696* NAVD 88     -                                                        
 BY2696  ___________________________________________________________________
 BY2696  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BY2696  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY2696
 BY2696  HORZ ORDER  -  THIRD
 BY2696
 BY2696.The horizontal coordinates were established by classical geodetic methods
 BY2696.and adjusted by the National Geodetic Survey in February 1996..
 BY2696
 BY2696
 BY2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2696
 BY2696.The geoid height was determined by GEOID03.
 BY2696
 BY2696;                    North         East     Units Scale Factor Converg.
 BY2696;SPC TX C     - 3,251,016.882 1,219,875.479   MT  0.99998239   +2 49 45.3
 BY2696;SPC TX C     -10,666,044.55  4,002,208.13   sFT  0.99998239   +2 49 45.3
 BY2696;SPC TXNC     - 2,022,500.720   946,477.574   MT  1.00010331   +1 59 45.6
 BY2696;SPC TXNC     - 6,635,487.78  3,105,235.17   sFT  1.00010331   +1 59 45.6
 BY2696;UTM  15      - 3,521,420.438   325,815.845   MT  0.99997420   -0 58 13.4
 BY2696
 BY2696                          SUPERSEDED SURVEY CONTROL
 BY2696
 BY2696  NAD 83(1986)-  31 48 54.50776(N)    094 50 24.94240(W) AD(       ) 4
 BY2696  NAD 27      -  31 48 53.86000(N)    094 50 24.25000(W) AD(       ) 3
 BY2696
 BY2696.Superseded values are not recommended for survey control.
 BY2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2696.See file dsdata.txt to determine how the superseded data were derived.
 BY2696
 BY2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR2581621420(NAD 83)
 BY2696_MARKER: 53 = ELEVATED TANK
 BY2696
 BY2696  HISTORY     - Date     Condition        Report By
 BY2696  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2696  HISTORY     - 19980919 GOOD             USPSQD
 BY2696
 BY2696                          STATION DESCRIPTION
 BY2696
 BY2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2696'THE STATION IS LOCATED NEAR THE CENTER OF A BLOCK, 0.15 MILE
 BY2696'SOUTH OF STATE HIGHWAY NO. 204 AND ABOUT 0.1 MILE NORTHEAST
 BY2696'OF THE CENTER OF THE BUSINESS DISTRICT OF CUSHING.
 BY2696'
 BY2696'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL
 BY2696'ROOF WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR
 BY2696'LEGGED STEEL TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT 100
 BY2696'FEET.
 BY2696'
 BY2696'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 BY2696
 BY2696                          STATION RECOVERY (1998)
 BY2696
 BY2696'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1238 ***********************************************************************
 DM1238  DESIGNATION -  CUSSETA RESET
 DM1238  PID         -  DM1238
 DM1238  STATE/COUNTY-  TX/CASS
 DM1238  USGS QUAD   -  BRYANS MILL (1976)
 DM1238
 DM1238                         *CURRENT SURVEY CONTROL
 DM1238  ___________________________________________________________________
 DM1238* NAD 83(1993)-  33 10 24.36951(N)    094 27 58.62110(W)     ADJUSTED  
 DM1238* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 DM1238  ___________________________________________________________________
 DM1238  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DM1238  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM1238
 DM1238  HORZ ORDER  -  FIRST
 DM1238
 DM1238.The horizontal coordinates were established by classical geodetic methods
 DM1238.and adjusted by the National Geodetic Survey in February 1996..
 DM1238
 DM1238.The orthometric height was scaled from a topographic map.
 DM1238
 DM1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1238
 DM1238.The geoid height was determined by GEOID03.
 DM1238
 DM1238;                    North         East     Units Scale Factor Converg.
 DM1238;SPC TXNC     - 2,174,306.642   976,085.001   MT  0.99987487   +2 11 59.9
 DM1238;SPC TXNC     - 7,133,537.71  3,202,372.21   sFT  0.99987487   +2 11 59.9
 DM1238;UTM  15      - 3,671,471.654   363,288.474   MT  0.99983044   -0 48 08.8
 DM1238
 DM1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1238!SPC TXNC     -   0.99997391  x   0.99987487  =   0.99984878
 DM1238!UTM  15      -   0.99997391  x   0.99983044  =   0.99980435
 DM1238
 DM1238|---------------------------------------------------------------------|
 DM1238| PID    Reference Object                     Distance      Geod. Az  |
 DM1238|                                                           dddmmss.s |
 DM1238| CX5672 CUSSETA RM 1                         14.040 METERS 02707     |
 DM1238| CX5671 CUSSETA AZ MK RESET                                1593530.7 |
 DM1238| CX5670 CUSSETA AZ MK                                      1680855.4 |
 DM1238| CX5674 CUSSETA RM 3                         20.865 METERS 27641     |
 DM1238| CX5673 CUSSETA RM 2                         10.836 METERS 31119     |
 DM1238|---------------------------------------------------------------------|
 DM1238
 DM1238                          SUPERSEDED SURVEY CONTROL
 DM1238
 DM1238  NAD 83(1993)-  33 10 24.37197(N)    094 27 58.61498(W) AD(       ) 1
 DM1238  NAD 83(1986)-  33 10 24.37407(N)    094 27 58.61081(W) AD(       ) 1
 DM1238  NAD 27      -  33 10 23.92100(N)    094 27 57.89700(W) AD(       ) 1
 DM1238
 DM1238.Superseded values are not recommended for survey control.
 DM1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1238.See file dsdata.txt to determine how the superseded data were derived.
 DM1238
 DM1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS6328871472(NAD 83)
 DM1238_MARKER: DS = TRIANGULATION STATION DISK
 DM1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1238_STAMPING: CUSSETA 1935 1958
 DM1238_PROJECTION: PROJECTING 15 CENTIMETERS
 DM1238
 DM1238  HISTORY     - Date     Condition        Report By
 DM1238  HISTORY     - 1958     MONUMENTED       CGS
 DM1238
 DM1238                          STATION DESCRIPTION
 DM1238
 DM1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1238'THE UNDERGROUND STATION MARK, AND REFERENCE MARK NO.
 DM1238'1 WERE FOUND IN GOOD CONDITION.  THE MONUMENT CONTAINING THE
 DM1238'SURFACE MARK WAS FOUND TO HAVE BEEN MOVED.  THE
 DM1238'STATION IS ABOUT 7 MILES WEST OF DOUGLASSVILLE, AND ABOUT 330
 DM1238'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE TEXAS-ILLINOIS
 DM1238'NATURAL GAS COMPANY RELAY TOWER BUILDING AND 66 FEET EAST OF
 DM1238'A FENCE LINE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 DM1238'CUSSETA 1935 1958.
 DM1238'
 DM1238'REFERENCE MARK NO. 1 IS ON A NORTH-SOUTH RIDGE OF GROUND ABOUT
 DM1238'100 FEET EAST OF A FENCE LINE.  THE MARK IS A BOLT WITH A
 DM1238'CROSS MARK ON IT SET IN CONCRETE.  CUSSETA 1935 IS WRITTEN IN
 DM1238'THE CONCRETE AND THE MARK IS FLUSH WITH THE GROUND.
 DM1238'
 DM1238'REFERENCE MARK NO. 3 IS 2 FEET WEST OF THE FENCE LINE.  THE MARK
 DM1238'PROJECTS 6 INCHES AND IS STAMPED CUSSETA NO 3 1935.
 DM1238'
 DM1238'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DM1238'NO. 3 IS ABOUT 95 FEET.
 DM1238'
 DM1238'THE AZIMUTH MARK IS ABOUT 100 FEET NORTHWEST OF THE CENTER
 DM1238'OF A DRIVEWAY TO A FARM HOUSE, 15 FEET NORTH-NORTHEAST OF THE
 DM1238'CENTER OF THE ROAD, 4 FEET WEST OF A 6-INCH TREE AND 2 FEET
 DM1238'WEST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES AND IS
 DM1238'STAMPED CUSSETA 1935 RESET 1958.
 DM1238'
 DM1238'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 8 AND
 DM1238'STATE ROAD 77 IN DOUGLASSVILLE, GO WEST ON STATE ROAD 77 FOR
 DM1238'7.1 MILES TO A DIRT SIDE ROAD LEFT AND A CHURCH, TURN LEFT ON
 DM1238'THE DIRT ROAD AND GO 1.25 MILES TO A FORK, TAKE THE LEFT FORK FOR
 DM1238'0.6 MILE TO A METAL GATE ON THE LEFT.  TURN LEFT THROUGH THE
 DM1238'GATE AND FOLLOW THE TRACK ROAD FOR 0.3 MILE TO THE TOP OF THE
 DM1238'HILL AND THE STATION AS DESCRIBED.
 DM1238'
 DM1238'TO REACH THE AZIMUTH MARK FROM THE METAL GATE, CONTINUE EAST
 DM1238'ON THE ROAD FOR ABOUT 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DM1238'
 DM1238'NO OBSERVATIONS WERE MADE FROM THE TRUE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1126 ***********************************************************************
 CA1126  DESIGNATION -  CUT
 CA1126  PID         -  CA1126
 CA1126  STATE/COUNTY-  TX/CONCHO
 CA1126  USGS QUAD   -  PASCHE (1970)
 CA1126
 CA1126                         *CURRENT SURVEY CONTROL
 CA1126  ___________________________________________________________________
 CA1126* NAD 83(1993)-  31 14 01.93166(N)    099 42 00.85789(W)     ADJUSTED  
 CA1126* NAVD 88     -       599.8    (meters)    1968.     (feet)  VERTCON   
 CA1126  ___________________________________________________________________
 CA1126  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 CA1126  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CA1126
 CA1126  HORZ ORDER  -  SECOND
 CA1126
 CA1126.The horizontal coordinates were established by classical geodetic methods
 CA1126.and adjusted by the National Geodetic Survey in February 1996..
 CA1126
 CA1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1126
 CA1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1126
 CA1126.The geoid height was determined by GEOID03.
 CA1126
 CA1126;                    North         East     Units Scale Factor Converg.
 CA1126;SPC TX C     - 3,173,904.714   760,308.245   MT  0.99988994   +0 19 33.9
 CA1126;SPC TX C     -10,413,052.38  2,494,444.63   sFT  0.99988994   +0 19 33.9
 CA1126;UTM  14      - 3,455,732.373   433,313.937   MT  0.99965485   -0 21 47.2
 CA1126
 CA1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1126!SPC TX C     -   0.99990955  x   0.99988994  =   0.99979950
 CA1126!UTM  14      -   0.99990955  x   0.99965485  =   0.99956444
 CA1126
 CA1126|---------------------------------------------------------------------|
 CA1126| PID    Reference Object                     Distance      Geod. Az  |
 CA1126|                                                           dddmmss.s |
 CA1126| CV4669 CUT RM 1                             14.685 METERS 09418     |
 CA1126| CV4670 CUT RM 2                             14.652 METERS 18629     |
 CA1126| CA1130 KELLY                               APPROX.11.5 KM 2601251.7 |
 CA1126|---------------------------------------------------------------------|
 CA1126
 CA1126                          SUPERSEDED SURVEY CONTROL
 CA1126
 CA1126  NAD 83(1986)-  31 14 01.93920(N)    099 42 00.84360(W) AD(       ) 2
 CA1126  NAD 27      -  31 14 01.34531(N)    099 41 59.59924(W) AD(       ) 2
 CA1126  NGVD 29 (07/19/86)  599.7    (m)         1968.     (f) VERT ANG       
 CA1126
 CA1126.Superseded values are not recommended for survey control.
 CA1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1126.See file dsdata.txt to determine how the superseded data were derived.
 CA1126
 CA1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV3331455732(NAD 83)
 CA1126_MARKER: DD = SURVEY DISK
 CA1126_SETTING: 0 = UNSPECIFIED SETTING
 CA1126
 CA1126  HISTORY     - Date     Condition        Report By
 CA1126  HISTORY     - 1971     MONUMENTED       USGS
 CA1126
 CA1126                          STATION DESCRIPTION
 CA1126
 CA1126'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1126'THE STATION IS LOCATED NORTH 82 DEG EAST, 9 MILES AIRLINE
 CA1126'FROM EDEN, TEXAS, 55 FEET SOUTH OF U.S. HIGHWAY 87, AND
 CA1126'26 FEET EAST OF A FENCE SOUTH, ON THE HIGHEST POINT OF A ROCK
 CA1126'CUT ON LAND OWNED BY WELDON MIKA.
 CA1126'
 CA1126'TO REACH FROM EDEN, TEXAS, GO 8.9 MILES EAST ON U.S. HIGHWAY
 CA1126'87 TO STATION SITE ON THE RIGHT (SOUTH).  6 FEET SOUTHEAST
 CA1126'OF A USGS WITNESS SIGN MOUNTED ON THE SOUTH RIGHT-OF-WAY
 CA1126'FENCE.
 CA1126'
 CA1126'STATION MARK AND THE TWO REFERENCE MARKS ARE ALL STANDARD
 CA1126'BRONZE TABLETS, SOLDERED TO COPPER COATED STEEL RODS, DRIVEN
 CA1126'TO REFUSAL THROUGH DRILL HOLES AND GROUTED.  CENTERED IN
 CA1126'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED
 CA1126'WITH GRAVEL.  THE TABLETS ARE FLUSH WITH THE GROUND.
 CA1126'
 CA1126'STATION MARK--THE ROD IS DRIVEN TO A DEPTH OF 2.2 FEET, TABLET
 CA1126'STAMPED CUT ET 1971.
 CA1126'
 CA1126'REFERENCE MARK NO. 1--THE ROD IS DRIVEN TO A DEPTH OF 3.7
 CA1126'FEET, TABLET STAMPED CUT ET NO. 1 1971.
 CA1126'
 CA1126'REFERENCE MARK NO. 2--THE ROD IS DRIVEN TO A DEPTH OF 2.4
 CA1126'FEET, TABLET STAMPED CUT ET NO. 2 1971.
 CA1126'
 CA1126'STATION KELLY ET 1971 IS VISIBLE FROM THE GROUND AT THIS
 CA1126'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1126'
 CA1126'ALL OBSERVATIONS WERE MADE FROM A SCAFFOLD (HI=17.9 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0672 ***********************************************************************
 DO0672  CBN         -  This is a Cooperative Base Network Control Station.
 DO0672  DESIGNATION -  CUT
 DO0672  PID         -  DO0672
 DO0672  STATE/COUNTY-  TX/CLAY
 DO0672  USGS QUAD   -  JOY (1964)
 DO0672
 DO0672                         *CURRENT SURVEY CONTROL
 DO0672  ___________________________________________________________________
 DO0672* NAD 83(1993)-  33 33 20.76398(N)    098 13 44.12751(W)     ADJUSTED  
 DO0672* NAVD 88     -       345.7    (meters)    1134.     (feet)  GPS OBS   
 DO0672  ___________________________________________________________________
 DO0672  X           -    -761,575.474 (meters)                     COMP
 DO0672  Y           -  -5,266,134.670 (meters)                     COMP
 DO0672  Z           -   3,505,666.461 (meters)                     COMP
 DO0672  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 DO0672  ELLIP HEIGHT-         318.23  (meters)          (10/24/00) GPS OBS
 DO0672  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DO0672
 DO0672  HORZ ORDER  -  B
 DO0672  ELLP ORDER  -  FOURTH    CLASS II
 DO0672
 DO0672.The horizontal coordinates were established by GPS observations
 DO0672.and adjusted by the National Geodetic Survey in May 1994..
 DO0672
 DO0672.The orthometric height was determined by GPS observations and a
 DO0672.high-resolution geoid model.
 DO0672
 DO0672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0672
 DO0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0672
 DO0672.The ellipsoidal height was determined by GPS observations
 DO0672.and is referenced to NAD 83.
 DO0672
 DO0672.The geoid height was determined by GEOID03.
 DO0672
 DO0672;                    North         East     Units Scale Factor Converg.
 DO0672;SPC TXNC     - 2,209,518.121   625,170.616   MT  0.99991122   +0 08 52.2
 DO0672;SPC TXNC     - 7,249,060.70  2,051,080.60   sFT  0.99991122   +0 08 52.2
 DO0672;UTM  14      - 3,713,168.398   571,576.542   MT  0.99966316   +0 25 34.4
 DO0672
 DO0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0672!SPC TXNC     -   0.99995004  x   0.99991122  =   0.99986127
 DO0672!UTM  14      -   0.99995004  x   0.99966316  =   0.99961322
 DO0672
 DO0672|---------------------------------------------------------------------|
 DO0672| PID    Reference Object                     Distance      Geod. Az  |
 DO0672|                                                           dddmmss.s |
 DO0672| CX7045 CUT RM 1                             29.345 METERS 00026     |
 DO0672| CX7046 CUT RM 2                             14.508 METERS 26559     |
 DO0672| DO0673 CUT AZ MK TPT                       426.434 METERS 2732913.0 |
 DO0672| DO0674 CUT AZ MK                           435.521 METERS 2733007.9 |
 DO0672|---------------------------------------------------------------------|
 DO0672
 DO0672                          SUPERSEDED SURVEY CONTROL
 DO0672
 DO0672  ELLIP H (05/09/94)  318.28   (m)                       GP(       ) 4 2
 DO0672  NAD 83(1986)-  33 33 20.76654(N)    098 13 44.11324(W) AD(       ) 1
 DO0672  NAD 27      -  33 33 20.38504(N)    098 13 42.94825(W) AD(       ) 1
 DO0672  NGVD 29 (07/19/86)  346.4    (m)         1136.     (f) VERT ANG       
 DO0672
 DO0672.Superseded values are not recommended for survey control.
 DO0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0672.See file dsdata.txt to determine how the superseded data were derived.
 DO0672
 DO0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC7157713168(NAD 83)
 DO0672_MARKER: DS = TRIANGULATION STATION DISK
 DO0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0672_SP_SET: CONCRETE POST
 DO0672_STAMPING: CUT 1966
 DO0672_MARK LOGO: NGS   
 DO0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0672+STABILITY: SURFACE MOTION
 DO0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0672+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1993
 DO0672
 DO0672  HISTORY     - Date     Condition        Report By
 DO0672  HISTORY     - 1966     MONUMENTED       CGS
 DO0672  HISTORY     - 1966     GOOD             NGS
 DO0672  HISTORY     - 1978     GOOD             NGS
 DO0672  HISTORY     - 19930127 GOOD             NGS
 DO0672
 DO0672                          STATION DESCRIPTION
 DO0672
 DO0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0672'THIS STATION NOT OCCUPIED
 DO0672'
 DO0672'THE STATION IS ABOUT 17.7 MILES SOUTH-SOUTHEAST OF HENRIETTA,
 DO0672'12.2 MILES EAST OF WINDTHORST, 5 MILES WEST OF BUFFALO SPRINGS,
 DO0672'ON THE SOUTH RIGHT-OF-WAY OF FARM ROAD 174.
 DO0672'
 DO0672'TO REACH THE STATION FROM THE POST OFFICE IN WINDTHORST, AT THE
 DO0672'INTERSECTION OF HIGHWAYS U.S. 281, STATE HIGHWAY 25 AND FARM ROAD
 DO0672'174, GO EAST ON FARM ROAD 174 FOR 12.2 MILES TO THE STATION
 DO0672'ON THE RIGHT.
 DO0672'
 DO0672'STATION MARK IS A STANDARD DISK, STAMPED CUT 1966, SET IN THE
 DO0672'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0672'10 INCHES BELOW THE GROUND SURFACE.
 DO0672'
 DO0672'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUT NO 1 1966,
 DO0672'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0672'THAT IS FLUSH WITH THE GROUND SURFACE.
 DO0672'
 DO0672'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CUT NO 2 1966, SET
 DO0672'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0672'IS FLUSH WITH THE GROUND.
 DO0672'
 DO0672'AZIMUTH MARK IS A STANDARD DISK, STAMPED CUT 1966, SET IN THE TOP
 DO0672'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH WITH
 DO0672'THE GROUND.  TO REACH THE MARK FROM THE STATION, GO WEST ON
 DO0672'FARM ROAD 174 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 DO0672'
 DO0672'THE ABOVE INFORMATION FURNISHED BY RECONNAISSANCE PARTY AND
 DO0672'BUILDING FOREMAN.
 DO0672
 DO0672                          STATION RECOVERY (1966)
 DO0672
 DO0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DO0672'RECOVERED IN GOOD CONDITION.
 DO0672
 DO0672                          STATION RECOVERY (1978)
 DO0672
 DO0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0672'THE MARKS FOR THIS STATION WERE SET IN 1966 BUT WERE NOT
 DO0672'POSITIONED UNTIL THIS TIME.
 DO0672'
 DO0672'THE STATION IS LOCATED 12 MILES EAST OF WINDTHORST, 17 MILES
 DO0672'SOUTH OF HENRIETTA, 1-3/4 MILES WEST OF THE JUNCTION OF STATE
 DO0672'HIGHWAY 148 AND FARM MARKET ROAD 174, ON A 10 FOOT HIGH
 DO0672'CUTBANK ON THE RIGHT-OF-WAY OF ROAD 174.
 DO0672'
 DO0672'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 148 AND
 DO0672'ROAD 174, GO WEST ON ROAD 174 FOR 0.9 MILE TO A DIRT
 DO0672'CROSSROAD.  CONTINUE WEST FOR 0.8 MILE TO THE HIGHEST POINT OF
 DO0672'A CUTBANK ON THE LEFT, AND THE STATION ON THE LEFT.  TO REACH
 DO0672'THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST FOR 0.25 MILE
 DO0672'TO THE MARK ON THE RIGHT.
 DO0672'
 DO0672'STATION MARKS, STAMPED---CUT 1966---, ARE STANDARD DISKS.  THE
 DO0672'SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0672'MONUMENT THAT IS 12 INCHES BELOW GROUND.  IT IS 169.0 FEET
 DO0672'WEST OF A T-FENCE CORNER, 48.6 FEET EAST OF A 4-INCH SQUARE
 DO0672'YELLOW WOOD POST, 47 FEET (SLOPE) SOUTH OF THE ROAD CENTER,
 DO0672'AND 4.9 FEET NORTH-NORTHWEST OF A METAL WITNESS POST IN THE
 DO0672'FENCE LINE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 DO0672'IRREGULAR CONCRETE MASS 45 INCHES BELOW GROUND.
 DO0672'
 DO0672'REFERENCE MARK 1, STAMPED---CUT NO 1 1966---, IS A STANDARD
 DO0672'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 DO0672'IS 1-INCH BELOW GROUND.  IT IS 157.5 FEET WEST OF A DRIVEWAY
 DO0672'CENTER THAT LEADS TO SOME DESERTED BUILDINGS, 50 FEET (SLOPE)
 DO0672'NORTH OF THE ROAD CENTER, 1 FOOT SOUTH OF A FENCE, AND ABOUT
 DO0672'6 FEET ABOVE THE ROAD.
 DO0672'
 DO0672'REFERENCE MARK 2, STAMPED---CUT NO 2 1966---, IS A STANDARD
 DO0672'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 DO0672'IS 3 INCHES BELOW GROUND.  IT IS 49 FEET (SLOPE) SOUTH OF THE
 DO0672'ROAD CENTER, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST-NORTHEAST
 DO0672'OF THE 4-INCH WOOD POST, AND ABOUT 9 FEET ABOVE THE ROAD.
 DO0672'
 DO0672'AZIMUTH MARK, STAMPED---CUT 1966---, IS A STANDARD DISK SET IN
 DO0672'THE TOP OF A 12-INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 DO0672'GROUND.  IT IS 184 FEET WEST-NORTHWEST OF THE NORTH END OF A
 DO0672'PIPE CULVERT, 110 FEET NORTH-NORTHWEST OF A T-FENCE CORNER
 DO0672'ACROSS THE ROAD, 49.5 FEET NORTH OF THE ROAD CENTER, 2.5 FEET
 DO0672'WEST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 DO0672'
 DO0672'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
 DO0672
 DO0672                          STATION RECOVERY (1993)
 DO0672
 DO0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DO0672'STATION IS LOCATED ABOUT 20 KM (12.40 MI) EAST OF WINDTHORST, 10 KM
 DO0672'(6.20 MI) NORTH OF THE CLAY-JACK COUNTY LINE, 2.83 KM (1.75 MI) WEST
 DO0672'ALONG FM 174 FROM THE INTERSECTION OF STATE HIGHWAY 148 AND FM 174,
 DO0672'ON A 3 M (9.8 FT) HIGH CUTBANK, ON THE RIGHT-OF-WAY, AT MILE 505.3,
 DO0672'ACROSS ROAD FROM A GATED DIRT PASTURE ROAD. OWNERSHIP--TEXAS
 DO0672'DEPARTMENT OF TRANSPORTATION.
 DO0672'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 25
 DO0672'AND FM 174 IN WINDTHORST, GO EAST ON FM 174 FOR 16.59 KM (10.30 MI)
 DO0672'TO A DIRT CROSSROAD (RAHT ROAD LEADING SOUTH AND S. MYERS ROAD LEADING
 DO0672'NORTH). CONTINUE AHEAD FOR 2.81 KM (1.75 MI) TO THE AZIMUTH MARK ON
 DO0672'THE LEFT. CONTINUE AHEAD FOR 0.39 KM (0.25 MI) TO TOP OF GRADE AND
 DO0672'STATION ON THE RIGHT.
 DO0672'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 15 CM
 DO0672'BELOW GROUND IN AN OPEN HOLE.  IT IS 14.1 M (46.3 FT) SOUTH OF THE
 DO0672'HIGHWAY CENTER, 1.2 M (3.9 FT) NORTH OF THE RIGHT-OF-WAY FENCE, 1.4 M
 DO0672'(4.6 FT) NORTHWEST OF A METAL WITNESS POST, AND 12 M (39.4 FT) WEST
 DO0672'OF THE EXTENDED CENTER OF DIRT ROAD ACROSS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0674 ***********************************************************************
 DO0674  DESIGNATION -  CUT AZ MK
 DO0674  PID         -  DO0674
 DO0674  STATE/COUNTY-  TX/CLAY
 DO0674  USGS QUAD   -  JOY (1964)
 DO0674
 DO0674                         *CURRENT SURVEY CONTROL
 DO0674  ___________________________________________________________________
 DO0674* NAD 83(1993)-  33 33 21.62718(N)    098 14 00.97980(W)     ADJUSTED  
 DO0674* NAVD 88     -       337.6    (meters)    1108.     (feet)  VERTCON   
 DO0674  ___________________________________________________________________
 DO0674  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DO0674  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DO0674
 DO0674  HORZ ORDER  -  SECOND
 DO0674
 DO0674.The horizontal coordinates were established by classical geodetic methods
 DO0674.and adjusted by the National Geodetic Survey in February 1996..
 DO0674
 DO0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0674
 DO0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0674
 DO0674.The geoid height was determined by GEOID03.
 DO0674
 DO0674;                    North         East     Units Scale Factor Converg.
 DO0674;SPC TXNC     - 2,209,543.602   624,735.880   MT  0.99991126   +0 08 43.0
 DO0674;SPC TXNC     - 7,249,144.30  2,049,654.30   sFT  0.99991126   +0 08 43.0
 DO0674;UTM  14      - 3,713,191.760   571,141.795   MT  0.99966239   +0 25 25.1
 DO0674
 DO0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0674!SPC TXNC     -   0.99995134  x   0.99991126  =   0.99986261
 DO0674!UTM  14      -   0.99995134  x   0.99966239  =   0.99961375
 DO0674
 DO0674                          SUPERSEDED SURVEY CONTROL
 DO0674
 DO0674  NAD 83(1993)-  33 33 21.62721(N)    098 14 00.97980(W) AD(       ) 2
 DO0674  NAD 83(1986)-  33 33 21.62973(N)    098 14 00.96555(W) AD(       ) 2
 DO0674  NAD 27      -  33 33 21.24825(N)    098 13 59.80013(W) AD(       ) 2
 DO0674  NGVD 29 (07/19/86)  337.6    (m)         1108.     (f) VERT ANG       
 DO0674
 DO0674.Superseded values are not recommended for survey control.
 DO0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0674.See file dsdata.txt to determine how the superseded data were derived.
 DO0674
 DO0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC7114213192(NAD 83)
 DO0674_MARKER: DZ = AZIMUTH MARK DISK
 DO0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0674+STABILITY: SURFACE MOTION
 DO0674
 DO0674  HISTORY     - Date     Condition        Report By
 DO0674  HISTORY     - 1966     MONUMENTED       NGS
 DO0674  HISTORY     - 1978     GOOD             NGS
 DO0674
 DO0674                          STATION DESCRIPTION
 DO0674
 DO0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0674'THE STATION WAS SET IN 1966 BUT WAS NOT POSITIONED UNTIL THIS
 DO0674'TIME.
 DO0674'
 DO0674'THE STATION IS LOCATED 12 MILES EAST OF WINDTHORST, 17 MILES
 DO0674'SOUTH OF HENRIETTA, 2 MILES WEST OF THE JUNCTION OF STATE
 DO0674'HIGHWAY 148 AND FARM MARKET ROAD 174, 1/4 MILE WEST OF A
 DO0674'10 FOOT HIGH CUTBANK, ON THE RIGHT-OF-WAY OF ROAD 174.
 DO0674'
 DO0674'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 148 AND
 DO0674'ROAD 174, GO WEST ON ROAD 174 FOR 0.9 MILE TO A DIRT
 DO0674'CROSSROAD.  CONTINUE WEST FOR 0.8 MILE TO A 10 FOOT HIGH
 DO0674'CUTBANK AND TRAVERSE STATION CUT ON THE LEFT.  CONTINUE WEST
 DO0674'FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 DO0674'
 DO0674'STATION MARK, STAMPED---CUT 1966---, IS A STANDARD AZIMUTH
 DO0674'MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DO0674'THAT IS 2 INCHES BELOW GROUND.  IT IS 184 FEET WEST-NORTHWEST
 DO0674'OF THE NORTH END OF A PIPE CULVERT, 110 FEET NORTH-NORTHWEST
 DO0674'OF A T-FENCE CORNER ACROSS THE ROAD, 49.5 FEET NORTH OF THE
 DO0674'ROAD CENTER, 2.5 FEET WEST OF A METAL WITNESS POST, AND 1 FOOT
 DO0674'SOUTH OF A FENCE.
 DO0674'
 DO0674'STATION WAS NOT OCCUPIED AT THIS TIME.
 DO0674'AN EDM TIE WAS MADE TO STATION CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0669 ***********************************************************************
 AZ0669  DESIGNATION -  CUT ET
 AZ0669  PID         -  AZ0669
 AZ0669  STATE/COUNTY-  TX/VAL VERDE
 AZ0669  USGS QUAD   -  CARRUTHERS DRAW (1979)
 AZ0669
 AZ0669                         *CURRENT SURVEY CONTROL
 AZ0669  ___________________________________________________________________
 AZ0669* NAD 83(1993)-  29 51 31.52863(N)    100 47 46.60492(W)     ADJUSTED  
 AZ0669* NAVD 88     -       579.2    (meters)    1900.     (feet)  VERTCON   
 AZ0669  ___________________________________________________________________
 AZ0669  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AZ0669  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0669
 AZ0669  HORZ ORDER  -  SECOND
 AZ0669
 AZ0669.The horizontal coordinates were established by classical geodetic methods
 AZ0669.and adjusted by the National Geodetic Survey in February 1996..
 AZ0669
 AZ0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0669
 AZ0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0669
 AZ0669.The geoid height was determined by GEOID03.
 AZ0669
 AZ0669;                    North         East     Units Scale Factor Converg.
 AZ0669;SPC TXSC     - 4,225,806.195   426,462.130   MT  0.99990491   -0 52 48.1
 AZ0669;SPC TXSC     -13,864,165.82  1,399,151.17   sFT  0.99990491   -0 52 48.1
 AZ0669;UTM  14      - 3,304,489.125   326,493.788   MT  0.99997144   -0 53 40.3
 AZ0669
 AZ0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0669!SPC TXSC     -   0.99991259  x   0.99990491  =   0.99981751
 AZ0669!UTM  14      -   0.99991259  x   0.99997144  =   0.99988404
 AZ0669
 AZ0669|---------------------------------------------------------------------|
 AZ0669| PID    Reference Object                     Distance      Geod. Az  |
 AZ0669|                                                           dddmmss.s |
 AZ0669| CV4667 CUT ET RM 1                          14.930 METERS 00656     |
 AZ0669| AZ0668 BROWN ET                            APPROX. 7.2 KM 0265156.0 |
 AZ0669| CV4668 CUT ET RM 2                          15.911 METERS 28444     |
 AZ0669|---------------------------------------------------------------------|
 AZ0669
 AZ0669                          SUPERSEDED SURVEY CONTROL
 AZ0669
 AZ0669  NAD 83(1986)-  29 51 31.52066(N)    100 47 46.59172(W) AD(       ) 2
 AZ0669  NAD 27      -  29 51 30.75734(N)    100 47 45.23673(W) AD(       ) 2
 AZ0669  NGVD 29 (07/19/86)  579.1    (m)         1900.     (f) VERT ANG       
 AZ0669
 AZ0669.Superseded values are not recommended for survey control.
 AZ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0669.See file dsdata.txt to determine how the superseded data were derived.
 AZ0669
 AZ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU2649404489(NAD 83)
 AZ0669_MARKER: DD = SURVEY DISK
 AZ0669_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0669_SP_SET: PARTIALLY EXPOSED BEDROCK
 AZ0669
 AZ0669  HISTORY     - Date     Condition        Report By
 AZ0669  HISTORY     - 1971     MONUMENTED       USGS
 AZ0669
 AZ0669                          STATION DESCRIPTION
 AZ0669
 AZ0669'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0669'THE STATION IS LOCATED SOUTH 18 DEGREES WEST, 4 MILES AIRLINE
 AZ0669'DISTANCE FROM LOMA ALTA, TEXAS, AND 0.1 MILES WEST OF U.S. HIGHWAY
 AZ0669'277, AT A DEEP VERTICAL ROCK CUT ON A TOP MANAGED BY F. H.
 AZ0669'WHITEHEAD JR., DEL RIO, TEXAS.
 AZ0669'
 AZ0669'TO REACH FROM LOMA ALTA, TEXAS, GO 4.6 MILES SOUTH ON U.S. HIGHWAY
 AZ0669'277 TO A VERTICAL ROCK CUT, PACK 500 FEET WEST TO STATION
 AZ0669'SITE.  15 FEET SOUTHWEST OF A USGS WITNESS SIGN MOUNTED ON A METAL
 AZ0669'POST.
 AZ0669'
 AZ0669'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET IN
 AZ0669'BEDROCK, FLUSH WITH THE GROUND.
 AZ0669'
 AZ0669'STATION MARK--TABLET STAMPED, CUT ET 1971.
 AZ0669'
 AZ0669'REFERENCE MARK NO. 1--TABLET STAMPED, CUT ET 1971-NO. 1.
 AZ0669'
 AZ0669'REFERENCE MARK NO. 2--TABLET STAMPED, CUT ET 1971-NO. 2.
 AZ0669'
 AZ0669'STATION BROWN ET 1971, IS VISIBLE FROM THE GROUND AT THIS STATION,
 AZ0669'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE
 AZ0669'FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0895 ***********************************************************************
 DO0895  DESIGNATION -  CUT ET
 DO0895  PID         -  DO0895
 DO0895  STATE/COUNTY-  TX/HASKELL
 DO0895  USGS QUAD   -  DUDLEYS CREEK (1966)
 DO0895
 DO0895                         *CURRENT SURVEY CONTROL
 DO0895  ___________________________________________________________________
 DO0895* NAD 83(1993)-  33 03 46.67836(N)    099 45 34.12416(W)     ADJUSTED  
 DO0895* NAVD 88     -       471.7    (meters)    1548.     (feet)  VERTCON   
 DO0895  ___________________________________________________________________
 DO0895  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 DO0895  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DO0895
 DO0895  HORZ ORDER  -  SECOND
 DO0895
 DO0895.The horizontal coordinates were established by classical geodetic methods
 DO0895.and adjusted by the National Geodetic Survey in February 1996..
 DO0895
 DO0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0895
 DO0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0895
 DO0895.The geoid height was determined by GEOID03.
 DO0895
 DO0895;                    North         East     Units Scale Factor Converg.
 DO0895;SPC TXNC     - 2,155,540.240   482,399.118   MT  0.99987264   -0 41 12.9
 DO0895;SPC TXNC     - 7,071,968.27  1,582,671.11   sFT  0.99987264   -0 41 12.9
 DO0895;UTM  14      - 3,658,523.781   429,102.233   MT  0.99966197   -0 24 51.7
 DO0895
 DO0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0895!SPC TXNC     -   0.99993054  x   0.99987264  =   0.99980319
 DO0895!UTM  14      -   0.99993054  x   0.99966197  =   0.99959253
 DO0895
 DO0895:                Primary Azimuth Mark                     Grid Az
 DO0895:SPC TXNC     -  HASKELL CABLE TV MAST                    006 21 52.3
 DO0895:UTM  14      -  HASKELL CABLE TV MAST                    006 05 31.1
 DO0895
 DO0895|---------------------------------------------------------------------|
 DO0895| PID    Reference Object                     Distance      Geod. Az  |
 DO0895|                                                           dddmmss.s |
 DO0895| DO0892 HASKELL CABLE TV MAST               APPROX.11.5 KM 0054039.4 |
 DO0895| DO0894 TP COURTHOUSE                       APPROX.10.7 KM 0131030.1 |
 DO0895|---------------------------------------------------------------------|
 DO0895
 DO0895                          SUPERSEDED SURVEY CONTROL
 DO0895
 DO0895  NAD 83(1993)-  33 03 46.68137(N)    099 45 34.12065(W) AD(       ) 2
 DO0895  NAD 83(1986)-  33 03 46.68539(N)    099 45 34.11652(W) AD(       ) 2
 DO0895  NAD 27      -  33 03 46.30136(N)    099 45 32.78451(W) AD(       ) 2
 DO0895  NGVD 29 (07/19/86)  471.5    (m)         1547.     (f) VERT ANG       
 DO0895
 DO0895.Superseded values are not recommended for survey control.
 DO0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0895.See file dsdata.txt to determine how the superseded data were derived.
 DO0895
 DO0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2910258524(NAD 83)
 DO0895_MARKER: DD = SURVEY DISK
 DO0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0895
 DO0895  HISTORY     - Date     Condition        Report By
 DO0895  HISTORY     - 1965     MONUMENTED       USGS
 DO0895  HISTORY     - 1974     GOOD             USGS
 DO0895  HISTORY     - 19821010 MARK NOT FOUND   NGS
 DO0895
 DO0895                          STATION DESCRIPTION
 DO0895
 DO0895'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0895'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 277 AND TEXAS STATE HIGHWAY
 DO0895'24 IN HASKELL, GO S. ON U.S. 277 7.0 MI.  STATION IS E. OF HIGHWAY,
 DO0895'OPPOSITE RANCH HOUSE, W. OF HIGHWAY, 44.5 FT. E. OF RAILROAD TRACK,
 DO0895'8.4 FT. W. OF FENCE, AND 36.5 FT. S. OF POWER POLE, STATION IS ON
 DO0895'HIGHEST POINT OF CUT BANK.
 DO0895'
 DO0895'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST, STAMPED
 DO0895'---CUT ET 1965---.
 DO0895
 DO0895                          STATION RECOVERY (1974)
 DO0895
 DO0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JLC)
 DO0895'THE STATION IS ABOUT 7 MILES SOUTH-SOUTHWEST OF HASKELL, 7-1/2
 DO0895'MILES NORTH-NORTHEAST OF STAMFORD, AND ON THE RIGHT-OF-WAY OF
 DO0895'U.S. HIGHWAY 277.
 DO0895'
 DO0895'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 DO0895'HASKELL, GO SOUTHERLY ON U.S. HIGHWAY 277 FOR 5.55 MILES TO A
 DO0895'CROSSOVER, CONTINUE AHEAD ON U.S. HIGHWAY 277 FOR 0.6 MILE TO THE
 DO0895'TOP OF A HILL AND THE STATION, BETWEEN THE RAILROAD TRACKS AND THE
 DO0895'NORTH BOUND LANE OF U.S. HIGHWAY 277.
 DO0895'
 DO0895'CUT ET USGS IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 DO0895'STAMPED CUT ET 1965, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 DO0895'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 9
 DO0895'FEET WEST OF A FENCE AND 43 FEET EAST OF THE EAST RAIL OF
 DO0895'THE RAILROAD.
 DO0895'
 DO0895'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FRAZIER,
 DO0895'DISTANCE BEING (105.07 FEET) 32.025 METERS EAST OF STATION FRAZIER.
 DO0895
 DO0895                          STATION RECOVERY (1982)
 DO0895
 DO0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 DO0895'CUT ET WAS SEARCHED FOR BUT NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1361 ***********************************************************************
 DM1361  DESIGNATION -  CUTHAND
 DM1361  PID         -  DM1361
 DM1361  STATE/COUNTY-  TX/RED RIVER
 DM1361  USGS QUAD   -  CUTHAND (1964)
 DM1361
 DM1361                         *CURRENT SURVEY CONTROL
 DM1361  ___________________________________________________________________
 DM1361* NAD 83(1993)-  33 29 02.86081(N)    095 03 17.33538(W)     ADJUSTED  
 DM1361* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 DM1361  ___________________________________________________________________
 DM1361  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DM1361  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM1361
 DM1361  HORZ ORDER  -  FIRST
 DM1361
 DM1361.The horizontal coordinates were established by classical geodetic methods
 DM1361.and adjusted by the National Geodetic Survey in February 1996..
 DM1361
 DM1361.The orthometric height was scaled from a topographic map.
 DM1361
 DM1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1361
 DM1361.The geoid height was determined by GEOID03.
 DM1361
 DM1361;                    North         East     Units Scale Factor Converg.
 DM1361;SPC TXNC     - 2,206,789.860   920,104.654   MT  0.99990102   +1 52 44.3
 DM1361;SPC TXNC     - 7,240,109.73  3,018,710.02   sFT  0.99990102   +1 52 44.3
 DM1361;UTM  15      - 3,706,848.703   309,086.738   MT  1.00004937   -1 08 02.4
 DM1361
 DM1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1361!SPC TXNC     -   0.99998444  x   0.99990102  =   0.99988546
 DM1361!UTM  15      -   0.99998444  x   1.00004937  =   1.00003381
 DM1361
 DM1361:                Primary Azimuth Mark                     Grid Az
 DM1361:SPC TXNC     -  CLARKSVILLE RED R CO CTHSE TWR           359 23 43.1
 DM1361:UTM  15      -  CLARKSVILLE RED R CO CTHSE TWR           002 24 29.8
 DM1361
 DM1361|---------------------------------------------------------------------|
 DM1361| PID    Reference Object                     Distance      Geod. Az  |
 DM1361|                                                           dddmmss.s |
 DM1361| DM1330 CLARKSVILLE RED R CO CTHSE TWR      APPROX.14.3 KM 0011627.4 |
 DM1361| DM1360 CUTHAND 2                            15.452 METERS 02703     |
 DM1361| CX9397 CUTHAND RM 1                         37.096 METERS 04717     |
 DM1361| DM1279 36 ADP                              APPROX. 7.0 KM 0794853.8 |
 DM1361| CX9398 CUTHAND RM 2                         26.108 METERS 09519     |
 DM1361| DM1362 CUTHAND 1951 AZ MK                  234.706 METERS 17755     |
 DM1361| DM1332 CLARKSVILLE MUNICIPAL TANK          APPROX.14.5 KM 3581037.1 |
 DM1361|---------------------------------------------------------------------|
 DM1361
 DM1361                          SUPERSEDED SURVEY CONTROL
 DM1361
 DM1361  NAD 83(1993)-  33 29 02.86183(N)    095 03 17.33403(W) AD(       ) 1
 DM1361  NAD 83(1986)-  33 29 02.86740(N)    095 03 17.32228(W) AD(       ) 1
 DM1361  NAD 27      -  33 29 02.47100(N)    095 03 16.53200(W) AD(       ) 1
 DM1361
 DM1361.Superseded values are not recommended for survey control.
 DM1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1361.See file dsdata.txt to determine how the superseded data were derived.
 DM1361
 DM1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0908706849(NAD 83)
 DM1361_MARKER: DS = TRIANGULATION STATION DISK
 DM1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1361
 DM1361  HISTORY     - Date     Condition        Report By
 DM1361  HISTORY     - 1951     MONUMENTED       CGS
 DM1361  HISTORY     - 1956     GOOD             CGS
 DM1361  HISTORY     - 1968     SEE DESCRIPTION  CGS
 DM1361
 DM1361                          STATION DESCRIPTION
 DM1361
 DM1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1361'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF CLARKSVILLE, AND
 DM1361'1-1/4 MILE NORTH OF THE VILLAGE OF CUTHAND.  IT IS ON THE
 DM1361'WEST RIGHT-OF-WAY OF A DIRT ROAD, 33 FEET WEST OF THE CENTERLINE
 DM1361'OF THE ROAD, 34 FEET NORTHEAST OF A 10 INCH OAK TREE WITH
 DM1361'A TRIANGLE BLAZE AND 26 FEET NORTH OF THE CENTER OF A TRACK
 DM1361'ROAD LEADING WEST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 DM1361'IS STAMPED CUTHAND 1951.
 DM1361'
 DM1361'REFERENCE MARK NO. 1 IS 51 FEET EAST OF THE CENTERLINE OF
 DM1361'THE ROAD AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
 DM1361'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CUTHAND
 DM1361'NO 1 1951.
 DM1361'
 DM1361'REFERENCE MARK NO. 2 IS 50 FEET EAST OF THE CENTERLINE OF THE
 DM1361'ROAD AND 14 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD
 DM1361'LEADING EAST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 DM1361'STAMPED CUTHAND NO 2 1951.
 DM1361'
 DM1361'AZIMUTH MARK IS 30 FEET EAST OF THE CENTERLINE OF THE ROAD
 DM1361'AND 14 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.  THE MARK
 DM1361'PROJECTS 4 INCHES AND THE DISK IS STAMPED CUTHAND 1951.
 DM1361'
 DM1361'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND STATE
 DM1361'HIGHWAY 37 IN BOGATA, GO EAST AND NORTH ON STATE HIGHWAY
 DM1361'37 FOR 6.2 MILES TO A SIDE ROAD RIGHT AT THE PINE BRANCH
 DM1361'GROCERY STORE ON THE RIGHT, TURN RIGHT AND GO SOUTH AND EAST
 DM1361'ON A DIRT ROAD FOR 2.1 MILES TO A T-ROAD LEFT AT AN UNPAINTED
 DM1361'HOUSE ON THE LEFT, TURN LEFT AND GO EAST AND SOUTH FOR 0.9
 DM1361'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EASTERLY ON MAIN
 DM1361'ROAD FOR 2.0 MILES TO A T-INTERSECTION, TURN LEFT (NORTH)
 DM1361'0.35 MILE TO THE SMALL VILLAGE OF CUTHAND.  HERE CONTINUE
 DM1361'NORTH FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 DM1361'CONTINUE NORTH 0.15 MILE TO TRACK ROADS ON EACH SIDE OF THE
 DM1361'ROAD AND THE STATION AS DESCRIBED.
 DM1361'
 DM1361'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DM1361
 DM1361                          STATION RECOVERY (1956)
 DM1361
 DM1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1361'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DM1361'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1361'TO STATION SITE ARE CORRECT.
 DM1361
 DM1361                          STATION RECOVERY (1968)
 DM1361
 DM1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DM1361'THE STATION MARK, REFERENCE MARKS NO. 1 NO. 2 AND THE AZIMUTH
 DM1361'MARK WERE RECOVERED IN GOOD CONDITION.  AT THE REQUEST OF THE
 DM1361'TEXAS HIGHWAY DEPARTMENT THE STATION MARK AND AZIMUTH MARK
 DM1361'HAD TO BE DESTROYED TO CLEAR THE AREA FOR ROAD IMPROVEMENTS.
 DM1361'
 DM1361'A NEW STATION CUTHAND 2 WAS SET OUT OF THE CONSTRUCTION AREA
 DM1361'AND ITS POSITION DETERMINED BY TRAVERSE FROM TRIANGULATION STATION
 DM1361'CUTHAND.  DISTANCE BEING 15.452 METERS (50.70 FEET) NORTHEAST FROM
 DM1361'CUTHAND 1951 TO CUTHAND 2 1968.
 DM1361'
 DM1361'THE REFERENCE MARKS NO. 1 AND NO. 2 WERE USED TO SERVE AS
 DM1361'REFERENCE MARKS FOR CUTHAND 2.  THE SUB-STATION MARK WILL BE UNDER
 DM1361'THE SURFACE OF THE ROAD.  THE SURFACE STATION DISK AND AZIMUTH
 DM1361'MARK DISK WERE REMOVED FROM THE CONCRETE POSTS 9/16/68.
 DM1361'
 DM1361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 DM1361'SOUTH OF CLARKSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1360 ***********************************************************************
 DM1360  DESIGNATION -  CUTHAND 2
 DM1360  PID         -  DM1360
 DM1360  STATE/COUNTY-  TX/RED RIVER
 DM1360  USGS QUAD   -  CUTHAND (1964)
 DM1360
 DM1360                         *CURRENT SURVEY CONTROL
 DM1360  ___________________________________________________________________
 DM1360* NAD 83(1993)-  33 29 03.30752(N)    095 03 17.06326(W)     ADJUSTED  
 DM1360* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 DM1360  ___________________________________________________________________
 DM1360  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DM1360  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM1360
 DM1360  HORZ ORDER  -  SECOND
 DM1360
 DM1360.The horizontal coordinates were established by classical geodetic methods
 DM1360.and adjusted by the National Geodetic Survey in February 1996..
 DM1360.No horizontal observational check was made to the station.
 DM1360
 DM1360.The orthometric height was scaled from a topographic map.
 DM1360
 DM1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1360
 DM1360.The geoid height was determined by GEOID03.
 DM1360
 DM1360;                    North         East     Units Scale Factor Converg.
 DM1360;SPC TXNC     - 2,206,803.844   920,111.224   MT  0.99990104   +1 52 44.5
 DM1360;SPC TXNC     - 7,240,155.61  3,018,731.57   sFT  0.99990104   +1 52 44.5
 DM1360;UTM  15      - 3,706,862.325   309,094.035   MT  1.00004934   -1 08 02.3
 DM1360
 DM1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1360!SPC TXNC     -   0.99998444  x   0.99990104  =   0.99988548
 DM1360!UTM  15      -   0.99998444  x   1.00004934  =   1.00003378
 DM1360
 DM1360:                Primary Azimuth Mark                     Grid Az
 DM1360:SPC TXNC     -  CUTHAND 2 AZ MK                          001 06 38.1
 DM1360:UTM  15      -  CUTHAND 2 AZ MK                          004 07 24.9
 DM1360
 DM1360|---------------------------------------------------------------------|
 DM1360| PID    Reference Object                     Distance      Geod. Az  |
 DM1360|                                                           dddmmss.s |
 DM1360| CX9399 CUTHAND 2 AZ MK                                    0025922.6 |
 DM1360| CX9397 CUTHAND RM 1                         23.181 METERS 06038     |
 DM1360| CX9398 CUTHAND RM 2                         24.929 METERS 13028     |
 DM1360| DM1362 CUTHAND 1951 AZ MK                  248.319 METERS 17939     |
 DM1360| DM1361 CUTHAND                              15.452 METERS 20703     |
 DM1360|---------------------------------------------------------------------|
 DM1360
 DM1360                          SUPERSEDED SURVEY CONTROL
 DM1360
 DM1360  NAD 83(1993)-  33 29 03.30853(N)    095 03 17.06191(W) AD(       ) 2
 DM1360  NAD 83(1986)-  33 29 03.31411(N)    095 03 17.05017(W) AD(       ) 2
 DM1360  NAD 27      -  33 29 02.91800(N)    095 03 16.26000(W) AD(       ) 2
 DM1360
 DM1360.Superseded values are not recommended for survey control.
 DM1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1360.See file dsdata.txt to determine how the superseded data were derived.
 DM1360
 DM1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0909406862(NAD 83)
 DM1360_MARKER: DS = TRIANGULATION STATION DISK
 DM1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1360
 DM1360  HISTORY     - Date     Condition        Report By
 DM1360  HISTORY     - 1968     MONUMENTED       CGS
 DM1360
 DM1360                          STATION DESCRIPTION
 DM1360
 DM1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DM1360'THE STATION IS ABOUT 10 MILES SOUTH OF CLARKSVILLE, 8 MILES
 DM1360'NORTHEAST OF BOGATA, 1 MILE NORTH OF THE VILLAGE OF CUTHAND
 DM1360'AND ALONG THE NORTHEAST RIGHT-OF-WAY OF F.M. HIGHWAY 910.
 DM1360'
 DM1360'TO REACH THE STATION FROM THE POST OFFICE IN BOGATA, GO EAST
 DM1360'AND NORTHEAST ALONG F.M. HIGHWAY 909 FOR 6.7 MILES TO THE
 DM1360'JUNCTION OF F.M. HIGHWAY 1487.  TURN RIGHT, EAST, GO 4.2 MILES
 DM1360'ALONG F.M. HIGHWAY 1487 TO THE JUNCTION OF F.M. HIGHWAY 909.
 DM1360'KEEP STRAIGHT AHEAD, NORTH, GO 1.2 MILES ALONG F.M. HIGHWAY
 DM1360'909 TO STATION ON THE RIGHT.
 DM1360'
 DM1360'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 DM1360'OLD PART OF THE ROAD FOR 0.15 MILE TO MARK ON THE RIGHT.
 DM1360'
 DM1360'STATION MARKS ARE STANDARD DISKS, STAMPED CUTHAND 2 1968.
 DM1360'THE SURFACE DISK IS SET IN A 10 IN X 10 IN CONCRETE POST
 DM1360'WHICH PROJECTS 5 INCHES.  IT IS 52 FEET NORTHEAST OF THE CENTER
 DM1360'LINE OF HIGHWAY, 66 FEET WEST OF A NORTH-SOUTH FENCE, 138 FEET
 DM1360'SOUTHWEST OF A POWER LINE POLE, 1 FOOT NORTHEAST OF A METAL
 DM1360'WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION 473 +
 DM1360'08.  THE UNDERGROUND DISK IS SET IN A ROUND CONCRETE POST
 DM1360'ABOUT 8 INCHES IN DIAMETER AND IS 36 INCHES BELOW THE SURFACE
 DM1360'OF GROUND.
 DM1360'
 DM1360'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CUTHAND NO 1
 DM1360'1951 IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 DM1360'2 INCHES ABOVE THE SURFACE OF GROUND.  IT IS 126 FEET
 DM1360'NORTHEAST OF THE CENTER LINE OF ROAD AND 1 FOOT WEST OF THE
 DM1360'NORTH-SOUTH FENCE.
 DM1360'
 DM1360'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED CUTHAND NO
 DM1360'2 1951 IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 DM1360'2 INCHES ABOVE THE SURFACE OF GROUND.  IT IS 97 FEET EAST OF THE
 DM1360'CENTER LINE OF HIGHWAY AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 DM1360'
 DM1360'AZIMUTH MARK, A STANDARD DISK, STAMPED CUTHAND 2 1968, IS SET
 DM1360'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 DM1360'THE SURFACE OF GROUND.  IT IS ABOUT 60 YARDS EAST OF THE HIGHWAY,
 DM1360'127 FEET NORTHWEST OF A T-FENCE CORNER, 48 FEET EAST OF THE CENTER
 DM1360'LINE OF A DIRT ROAD, 1 FOOT WEST OF A NORTH-SOUTH FENCE,
 DM1360'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1077 ***********************************************************************
 CU1077  DESIGNATION -  CUTHBERT
 CU1077  PID         -  CU1077
 CU1077  STATE/COUNTY-  TX/MITCHELL
 CU1077  USGS QUAD   -  CUTHBERT (1956)
 CU1077
 CU1077                         *CURRENT SURVEY CONTROL
 CU1077  ___________________________________________________________________
 CU1077* NAD 83(1993)-  32 28 54.75443(N)    101 01 55.36507(W)     ADJUSTED  
 CU1077* NAVD 88     -       686.61   (+/-2cm)    2252.7    (feet)  VERTCON   
 CU1077  ___________________________________________________________________
 CU1077  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CU1077  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CU1077
 CU1077  HORZ ORDER  -  FIRST
 CU1077  VERT ORDER  -  THIRD ? (See Below)
 CU1077
 CU1077.The horizontal coordinates were established by classical geodetic methods
 CU1077.and adjusted by the National Geodetic Survey in February 1996..
 CU1077
 CU1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1077.The vertical order pertains to the NGVD 29 superseded value.
 CU1077
 CU1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1077
 CU1077.The geoid height was determined by GEOID03.
 CU1077
 CU1077;                    North         East     Units Scale Factor Converg.
 CU1077;SPC TXNC     - 2,093,267.163   362,040.495   MT  0.99992172   -1 22 51.5
 CU1077;SPC TXNC     - 6,867,660.68  1,187,794.52   sFT  0.99992172   -1 22 51.5
 CU1077;UTM  14      - 3,595,668.934   309,055.953   MT  1.00004961   -1 05 29.8
 CU1077
 CU1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1077!SPC TXNC     -   0.99989636  x   0.99992172  =   0.99981809
 CU1077!UTM  14      -   0.99989636  x   1.00004961  =   0.99994597
 CU1077
 CU1077|---------------------------------------------------------------------|
 CU1077| PID    Reference Object                     Distance      Geod. Az  |
 CU1077|                                                           dddmmss.s |
 CU1077| CH8727 CUTHBERT RM                          14.328 METERS 09059     |
 CU1077| CU1079 WESTBROOK METHODIST CH SPIRE        APPROX.13.8 KM 1731803.5 |
 CU1077| CU0592 CUTHBERT RM 2                        18.275 METERS 18012     |
 CU1077| CU1078 MORGANS PEAK                        APPROX.14.2 KM 1843422.0 |
 CU1077| CH8729 CUTHBERT RM 3                        19.658 METERS 28215     |
 CU1077| CU1068 MUCHAKOOAGO MUSHAWAY PEAK           APPROX.43.8 KM 3075330.2 |
 CU1077| CU0591 CUTHBERT AZ MK                                     3290703.8 |
 CU1077|---------------------------------------------------------------------|
 CU1077
 CU1077                          SUPERSEDED SURVEY CONTROL
 CU1077
 CU1077  NAD 83(1986)-  32 28 54.75976(N)    101 01 55.35631(W) AD(       ) 1
 CU1077  NAD 27      -  32 28 54.34800(N)    101 01 53.93200(W) AD(       ) 1
 CU1077  NGVD 29 (07/19/86)  686.36   (m)         2251.8    (f) LEVELING    3  
 CU1077
 CU1077.Superseded values are not recommended for survey control.
 CU1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1077.See file dsdata.txt to determine how the superseded data were derived.
 CU1077
 CU1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA0905695669(NAD 83)
 CU1077_MARKER: N = NAIL
 CU1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1077
 CU1077  HISTORY     - Date     Condition        Report By
 CU1077  HISTORY     - 1909     MONUMENTED       CGS
 CU1077  HISTORY     - 1936     GOOD             CGS
 CU1077  HISTORY     - 1937     GOOD             CGS
 CU1077  HISTORY     - 1949     GOOD             USGS
 CU1077  HISTORY     - 1968     MARK NOT FOUND   CGS
 CU1077  HISTORY     - 1968     SEE DESCRIPTION  CGS
 CU1077
 CU1077                          STATION DESCRIPTION
 CU1077
 CU1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CU1077'IN THE TOWN OF CUTHBERT, 15 MILES BY ROAD NW OF COLORADO, A
 CU1077'TOWN ON THE TEXAS AND PACIFIC RAILWAY, ON A LOT OWNED BY D.T.
 CU1077'BOZEMAN, POSTMASTER OF THE TOWN, AND 1 METER (3.28 FEET)
 CU1077'S OF THE S SIDE OF THE MAIN E AND W ROAD THROUGH TOWN.  SURFACE
 CU1077'MARK IS LARGE NAIL PROJECTING ABOVE THE SURFACE OF CONCRETE
 CU1077'THAT FILLS AN IRON PIPE 1-1/2 INCH IN DIAMETER SET IN A CYLINDER
 CU1077'OF CONCRETE 20 INCHES IN DIAMETER.  PIPE AND CYLINDER EACH
 CU1077'24 INCHES LONG.  UNDERGROUND MARK IS SIMILAR TO SURFACE MARK.
 CU1077'REFERENCE MARK IS OF SAME GENERAL TYPE AS STATION MARKS
 CU1077'AND IS 14.330 METERS (47.01 FEET), FROM THE STATION,
 CU1077'S 89 DEG 02 MIN E.  OTHER DISTANCES AND BEARINGS ARE AS
 CU1077'FOLLOWS--SCHOOLHOUSE, ABOUT 250 METERS (820 FEET)
 CU1077'S 47 DEG 13 MIN E.  FLAGSTAFF ON BOZEMANS STORE, ABOUT 90
 CU1077'METERS (295 FEET), S 48 DEG 57 MIN W.  CENTER OF CHURCH, ABOUT
 CU1077'150 METERS (492 FEET), N 70 DEG 10 MIN W.
 CU1077
 CU1077                          STATION RECOVERY (1936)
 CU1077
 CU1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (PCB)
 CU1077'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION MIGHT
 CU1077'BE CHANGED TO READ AS FOLLOWS--IN THE TOWN OF CUTHBERT, 15
 CU1077'MILES BY ROAD NW OF COLORADO, A TOWN ON THE TEXAS AND PACIFIC
 CU1077'RAILWAY, 175 FEET E OF THE MAIN N AND S ROAD THROUGH THE TOWN,
 CU1077'AND 15 FEET S OF THE PROJECTION OF THE CENTER LINE OF THE
 CU1077'MAIN ROAD W.
 CU1077
 CU1077                          STATION RECOVERY (1937)
 CU1077
 CU1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CU1077'STATION RECOVERED AS DESCRIBED, MARKS FOUND IN GOOD CONDITION.
 CU1077'FOLLOWING IS NEW DESCRIPTION--
 CU1077'
 CU1077'IN THE TOWN OF CUTHBERT ABOUT 12 MILES NW OF COLORADO ON
 CU1077'PROPERTY OWNED BY J.L. AND L.A. STRAIN.
 CU1077'
 CU1077'STATION IS 57 PACES E OF GRADED ROAD CENTER AND ABOUT 90 METERS
 CU1077'NE OF THE OLD BOZEMAN STORE WHICH IS VACANT BUT STILL STANDING.
 CU1077'
 CU1077'SURFACE MARK IS A LARGE NAIL IN IRON PIPE SET IN CONCRETE
 CU1077'AND PROJECTS ABOUT 3 INCHES.
 CU1077'
 CU1077'UNDERGROUND MARK IS SIMILAR TO SURFACE MARK.
 CU1077'
 CU1077'REFERENCE MARK (1909) IS AN IRON PIPE IN A MASS OF CONCRETE
 CU1077'FLUSH WITH THE GROUND E OF STATION AND NEAR A FENCE CORNER.
 CU1077'
 CU1077'REFERENCE MARK (1937) IS A DISK SET IN CONCRETE,
 CU1077'AND PROJECTS 7 INCHES ABOVE GROUND AND IS S OF STATION.
 CU1077'
 CU1077'AZIMUTH MARK IS A STANDARD DISK IN CONCRETE ABOUT
 CU1077'0.25 MILE NW OF STATION, 13 PACES NE OF ROAD CENTER, AND 1
 CU1077'FOOT SW OF FENCE.  IT PROJECTS ABOUT 7 INCHES.
 CU1077'
 CU1077'REACHED FROM THE MAIN BUSINESS STREET IN WESTBROOK BY GOING
 CU1077'N ON A GRADED DIRT ROAD FOR 2.85 MILES TO A FORK JUST AFTER
 CU1077'CROSSING A BRIDGE.  THENCE TAKE RIGHT FORK AND GO E AND N
 CU1077'ON MAIN-TRAVELED GRADED ROAD FOR 1.9 MILES TO CROSSROADS.
 CU1077'THENCE CONTINUE N AND E ON MAIN GRADED DIRT ROAD FOR 4.65 MILES.
 CU1077'THENCE LEFT (N) FOR 0.35 MILE TO THE CUTHBERT STORE.
 CU1077
 CU1077                          STATION RECOVERY (1949)
 CU1077
 CU1077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 CU1077'RECOVERED AND REDESCRIBED AS FOLLOWS
 CU1077'
 CU1077'IN TOWN OF CUTHBERT, ABOUT 12 MI. NW. OF COLORADO ON PROPERTY OWNED
 CU1077'BY J. L. AND L. A. STRAIN.
 CU1077'
 CU1077'STATION IS 57 PACES E. OF GRADED RD. CENTER AND ABOUT 90 METERS NE. OF
 CU1077'THE OLD BOZEMAN STORE WHICH IS VACANT BUT STILL STANDING.
 CU1077'
 CU1077'SURFACE MARK--A LARGE NAIL IN IRON PIPE SET IN CONCRETE AND PROJECTS
 CU1077'ABOUT 3 IN.
 CU1077
 CU1077                          STATION RECOVERY (1968)
 CU1077
 CU1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WWH)
 CU1077'STATION CUTHBERT 1909 DESTROYED.  USCGS HAD JUST RESET THE
 CU1077'SURFACE MARKER AND SUBSURFACE MARKER.
 CU1077
 CU1077                          STATION RECOVERY (1968)
 CU1077
 CU1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1077'STATION MARK, REFERENCE MARK 1937 AND AZIMUTH MARK WERE
 CU1077'RECOVERED.  THE STATION MARK HAD BEEN TILTED OUT OF POSITION, A
 CU1077'NEW UNDER GROUND MARK AND STATION MARK WAS SET.  REFERENCE MARK
 CU1077'AND AZIMUTH MARK WERE FOUND TO BE SOUND.  A REFERENCE MARK NUMBER
 CU1077'THREE WAS ALSO SET AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 CU1077'
 CU1077'THE STATION IS LOCATED ABOUT 12 MILES NORTH WEST OF COLORADO CITY,
 CU1077'7 MILES SOUTH OF IRA, STATION MARK IS ON THE RIGHT-OF-WAY LINE
 CU1077'BETWEEN SURFACED ROAD AND PRIVATE LAND OWNED BY MR. FISHER P. TYNES
 CU1077'OF BIG SPRINGS.  THERE IS NO ONE LIVING IN THE SMALL VILLAGE OF
 CU1077'CUTHBERT AT THE PRESENT TIME.
 CU1077'
 CU1077'TO REACH FROM IRA AND THE JUNCTIONS OF STATE HIGHWAY 350 AND FARM
 CU1077'ROAD 1606.  GO SOUTHWEST ON STATE HIGHWAY 350 FOR 5.55 MILES TO THE
 CU1077'JUNCTION WITH FARM ROAD 1229.  TURN LEFT ON FARM ROAD 1229 AND GO
 CU1077'SOUTHEAST FOR 3.95 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CU1077'CONTINUE SOUTHEAST FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 CU1077'
 CU1077'STATION MARK, A STANDARD DISK, STAMPED CUTHBERT 1909 1968, SET IN
 CU1077'THE TOP OF A 11 INCH ROUND CONCRETE MONUMENT, PROJECTS 3 INCHES
 CU1077'ABOVE THE GROUND.  IT IS 39 FEET WEST-SOUTHWEST OF APPROXIMATE
 CU1077'CENTER OF FARM ROAD 1229, 4.7 FEET SOUTH-SOUTHEAST OF WITNESS
 CU1077'POST.
 CU1077'
 CU1077'REFERENCE MARK, 1909 1937, IS A STANDARD DISK, STAMPED CUTHBERT
 CU1077'1909 1937, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT,
 CU1077'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 75 FEET NORTHEAST OF
 CU1077'APPROXIMATE CENTER OF GRAVELED ROAD, 74 FEET SOUTHWEST OF THE
 CU1077'APPROXIMATE CENTER OF FARM ROAD 1229, 48.5 FEET EAST OF THE
 CU1077'NORTHEAST CORNER OF A YARD FENCE.
 CU1077'
 CU1077'REFERENCE MARK 3, A STANDARD DISK, STAMPED CUTHBERT NO 3 1909
 CU1077'1968, SET IN THE TOP OF A 11 INCH ROUND CONCRETE MONUMENT,
 CU1077'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 116 FEET EAST OF
 CU1077'APPROXIMATE CENTER OF A GRAVELED ROAD, 84 FEET SOUTHWEST OF
 CU1077'APPROXIMATE CENTER OF FARM ROAD 1229, 61 FEET WEST OF WITNESS
 CU1077'POST.
 CU1077'
 CU1077'AZIMUTH MARK, A STANDARD DISK, STAMPED CUTHBERT 1909 1937, SET IN
 CU1077'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, PROJECTS 7 INCHES
 CU1077'ABOVE THE GROUND.  IT IS 39 FEET SOUTHEAST OF A POWER LINE POLE
 CU1077'WITH A TRIANGLE BLAZE, 2 FEET NORTHEAST OF A WOODEN POST, 1 FOOT
 CU1077'NORTHWEST OF THE FENCE, 39 FEET NORTHEAST OF APPROXIMATE
 CU1077'CENTER OF FARM ROAD 1229.
 CU1077'
 CU1077'DISTANCE BETWEEN REFERENCE MARKS, 96.78 FEET, 29.499 METERS.
 CU1077'
 CU1077'HEIGHT OF LIGHT ABOVE STATION MARK 60 FEET.
 CU1077'
 CU1077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1077'7 MILES SOUTH OF IRA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0591 ***********************************************************************
 CU0591  DESIGNATION -  CUTHBERT AZ MK
 CU0591  PID         -  CU0591
 CU0591  STATE/COUNTY-  TX/MITCHELL
 CU0591  USGS QUAD   -  CUTHBERT (1956)
 CU0591
 CU0591                         *CURRENT SURVEY CONTROL
 CU0591  ___________________________________________________________________
 CU0591* NAD 83(1986)-  32 29 06.     (N)    101 02 04.     (W)     SCALED    
 CU0591* NAVD 88     -       686.563  (meters)    2252.50   (feet)  ADJUSTED  
 CU0591  ___________________________________________________________________
 CU0591  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CU0591  DYNAMIC HT  -         685.648 (meters)    2249.50  (feet)  COMP
 CU0591  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 CU0591
 CU0591  VERT ORDER  -  SECOND    CLASS 0
 CU0591
 CU0591.The horizontal coordinates were scaled from a topographic map and have
 CU0591.an estimated accuracy of +/- 6 seconds.
 CU0591
 CU0591.The orthometric height was determined by differential leveling
 CU0591.and adjusted by the National Geodetic Survey in June 1991..
 CU0591
 CU0591.The geoid height was determined by GEOID03.
 CU0591
 CU0591.The dynamic height is computed by dividing the NAVD 88
 CU0591.geopotential number by the normal gravity value computed on the
 CU0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0591.degrees latitude (g = 980.6199 gals.).
 CU0591
 CU0591.The modeled gravity was interpolated from observed gravity values.
 CU0591
 CU0591;                    North         East    Units  Estimated Accuracy
 CU0591;SPC TXNC     - 2,093,620.      361,820.      MT  (+/- 180 meters Scaled)
 CU0591
 CU0591                          SUPERSEDED SURVEY CONTROL
 CU0591
 CU0591  NGVD 29 (??/??/92)  686.312  (m)         2251.68   (f) ADJ UNCH    2 0
 CU0591
 CU0591.Superseded values are not recommended for survey control.
 CU0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0591.See file dsdata.txt to determine how the superseded data were derived.
 CU0591
 CU0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA088960(NAD 83)
 CU0591_MARKER: DZ = AZIMUTH MARK DISK
 CU0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0591_STAMPING: CUTHBERT 1909 1937
 CU0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0591+STABILITY: SURFACE MOTION
 CU0591
 CU0591  HISTORY     - Date     Condition        Report By
 CU0591  HISTORY     - 1937     MONUMENTED       CGS
 CU0591  HISTORY     - 1961     GOOD             NGS
 CU0591
 CU0591                          STATION DESCRIPTION
 CU0591
 CU0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0591'9.8 MI SE FROM IRA.
 CU0591'ABOUT 5.75 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0591'CHURCH AT IRA, THENCE 4.05 MILES SOUTHEAST ALONG FARM ROAD 1229, 0.5
 CU0591'MILE SOUTHEAST OF A POWER LINE CROSSING OVER THE FARM ROAD, 40 FEET
 CU0591'NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 39 FEET SOUTHEAST OF A
 CU0591'POWER POLE, 19 FEET NORTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARK,
 CU0591'1 1/2 FEET SOUTHWEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN
 CU0591'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0592 ***********************************************************************
 CU0592  DESIGNATION -  CUTHBERT RM 2
 CU0592  PID         -  CU0592
 CU0592  STATE/COUNTY-  TX/MITCHELL
 CU0592  USGS QUAD   -  CUTHBERT (1956)
 CU0592
 CU0592                         *CURRENT SURVEY CONTROL
 CU0592  ___________________________________________________________________
 CU0592* NAD 83(1986)-  32 28 54.     (N)    101 01 54.     (W)     SCALED    
 CU0592* NAVD 88     -       686.615  (meters)    2252.67   (feet)  ADJUSTED  
 CU0592  ___________________________________________________________________
 CU0592  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CU0592  DYNAMIC HT  -         685.700 (meters)    2249.67  (feet)  COMP
 CU0592  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 CU0592
 CU0592  VERT ORDER  -  SECOND    CLASS 0
 CU0592
 CU0592.The horizontal coordinates were scaled from a topographic map and have
 CU0592.an estimated accuracy of +/- 6 seconds.
 CU0592
 CU0592.The orthometric height was determined by differential leveling
 CU0592.and adjusted by the National Geodetic Survey in June 1991..
 CU0592
 CU0592.The geoid height was determined by GEOID03.
 CU0592
 CU0592.The dynamic height is computed by dividing the NAVD 88
 CU0592.geopotential number by the normal gravity value computed on the
 CU0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0592.degrees latitude (g = 980.6199 gals.).
 CU0592
 CU0592.The modeled gravity was interpolated from observed gravity values.
 CU0592
 CU0592;                    North         East    Units  Estimated Accuracy
 CU0592;SPC TXNC     - 2,093,240.      362,080.      MT  (+/- 180 meters Scaled)
 CU0592
 CU0592                          SUPERSEDED SURVEY CONTROL
 CU0592
 CU0592  NGVD 29 (??/??/92)  686.364  (m)         2251.85   (f) ADJ UNCH    2 0
 CU0592
 CU0592.Superseded values are not recommended for survey control.
 CU0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0592.See file dsdata.txt to determine how the superseded data were derived.
 CU0592
 CU0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA090956(NAD 83)
 CU0592_MARKER: DR = REFERENCE MARK DISK
 CU0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0592_STAMPING: CUTHBERT 1909 1937
 CU0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0592+STABILITY: SURFACE MOTION
 CU0592
 CU0592  HISTORY     - Date     Condition        Report By
 CU0592  HISTORY     - 1937     MONUMENTED       CGS
 CU0592  HISTORY     - 1961     GOOD             NGS
 CU0592
 CU0592                          STATION DESCRIPTION
 CU0592
 CU0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0592'10.1 MI SE FROM IRA.
 CU0592'ABOUT 5.75 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0592'CHURCH AT IRA, THENCE 4.35 MILES SOUTHEAST ALONG FARM ROAD 1229, 0.2
 CU0592'MILE EAST OF THE CUTHBERT CEMETERY, 0.1 MILE NORTHEAST OF A STORE, 73
 CU0592'FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 76 FEET NORTHEAST
 CU0592'OF THE NORTHEAST CORNER OF A STUCCO HOUSE, 48 1/2 FEET NORTHEAST OF A
 CU0592'CORNER FENCE POST IN A FENCE AROUND THE HOUSE, AND SET IN THE TOP OF A
 CU0592'CONCRETE POST PROJECTING 10 INCHES.  NOTE-- CUTHBERT 1909 IS LEANING
 CU0592'TO SUCH A DEGREE THAT IT IS IMPRACTICAL TO LEVEL OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1733 ***********************************************************************
 FL1733  DESIGNATION -  CUYLER SIDING GRAIN ELEVATOR
 FL1733  PID         -  FL1733
 FL1733  STATE/COUNTY-  TX/CARSON
 FL1733  USGS QUAD   -  CUYLER (1978)
 FL1733
 FL1733                         *CURRENT SURVEY CONTROL
 FL1733  ___________________________________________________________________
 FL1733* NAD 83(1993)-  35 23 22.60261(N)    101 16 20.81211(W)     ADJUSTED  
 FL1733* NAVD 88     -                                                        
 FL1733  ___________________________________________________________________
 FL1733  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 FL1733  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL1733
 FL1733  HORZ ORDER  -  THIRD
 FL1733
 FL1733.The horizontal coordinates were established by classical geodetic methods
 FL1733.and adjusted by the National Geodetic Survey in February 1996..
 FL1733
 FL1733
 FL1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1733
 FL1733.The geoid height was determined by GEOID03.
 FL1733
 FL1733;                    North         East     Units Scale Factor Converg.
 FL1733;SPC TX N     - 1,154,182.576   220,672.021   MT  0.99991100   +0 07 54.7
 FL1733;SPC TX N     - 3,786,680.67    723,988.12   sFT  0.99991100   +0 07 54.7
 FL1733;UTM  14      - 3,918,622.043   293,605.113   MT  1.00012500   -1 18 59.5
 FL1733
 FL1733                          SUPERSEDED SURVEY CONTROL
 FL1733
 FL1733  NAD 83(1993)-  35 23 22.60549(N)    101 16 20.80922(W) AD(       ) 4
 FL1733  NAD 83(1986)-  35 23 22.60908(N)    101 16 20.80280(W) AD(       ) 4
 FL1733  NAD 27      -  35 23 22.43900(N)    101 16 19.23900(W) AD(       ) 3
 FL1733
 FL1733.Superseded values are not recommended for survey control.
 FL1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1733.See file dsdata.txt to determine how the superseded data were derived.
 FL1733
 FL1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9360518622(NAD 83)
 FL1733_MARKER: 65 = GRAIN ELEVATOR
 FL1733
 FL1733  HISTORY     - Date     Condition        Report By
 FL1733  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1733
 FL1733                          STATION DESCRIPTION
 FL1733
 FL1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1733'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF WHITE
 FL1733'DEER 9 MILES NORTHEAST OF PANHANDLE AT THE CUYLER SIDING OF THE
 FL1733'SANTA FE RAILROAD, AND ABOUT 1/4 MILE NORTH OF U.S. HIGHWAY 60.
 FL1733'
 FL1733'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE ON THE SOUTH SIDE
 FL1733'OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0020 ***********************************************************************
 CB0020  DESIGNATION -  CWA
 CB0020  PID         -  CB0020
 CB0020  STATE/COUNTY-  TX/COKE
 CB0020  USGS QUAD   -  SHAWVILLE (1987)
 CB0020
 CB0020                         *CURRENT SURVEY CONTROL
 CB0020  ___________________________________________________________________
 CB0020* NAD 83(1986)-  31 47 30.     (N)    100 17 24.     (W)     SCALED    
 CB0020* NAVD 88     -       564.216  (meters)    1851.10   (feet)  ADJUSTED  
 CB0020  ___________________________________________________________________
 CB0020  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 CB0020  DYNAMIC HT  -         563.470 (meters)    1848.65  (feet)  COMP
 CB0020  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 CB0020
 CB0020  VERT ORDER  -  SECOND    CLASS 0
 CB0020
 CB0020.The horizontal coordinates were scaled from a topographic map and have
 CB0020.an estimated accuracy of +/- 6 seconds.
 CB0020
 CB0020.The orthometric height was determined by differential leveling
 CB0020.and adjusted by the National Geodetic Survey in June 1991..
 CB0020
 CB0020.The geoid height was determined by GEOID03.
 CB0020
 CB0020.The dynamic height is computed by dividing the NAVD 88
 CB0020.geopotential number by the normal gravity value computed on the
 CB0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0020.degrees latitude (g = 980.6199 gals.).
 CB0020
 CB0020.The modeled gravity was interpolated from observed gravity values.
 CB0020
 CB0020;                    North         East    Units  Estimated Accuracy
 CB0020;SPC TX C     - 3,235,580.      704,100.      MT  (+/- 180 meters Scaled)
 CB0020
 CB0020                          SUPERSEDED SURVEY CONTROL
 CB0020
 CB0020  NGVD 29 (??/??/92)  564.041  (m)         1850.52   (f) ADJ UNCH    2 0
 CB0020
 CB0020.Superseded values are not recommended for survey control.
 CB0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0020.See file dsdata.txt to determine how the superseded data were derived.
 CB0020
 CB0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA778180(NAD 83)
 CB0020_MARKER: DB = BENCH MARK DISK
 CB0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0020_STAMPING: 1850.524 CWA
 CB0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0020+STABILITY: SURFACE MOTION
 CB0020
 CB0020  HISTORY     - Date     Condition        Report By
 CB0020  HISTORY     - 1935     MONUMENTED       CGS
 CB0020  HISTORY     - 1940     GOOD             NGS
 CB0020
 CB0020                          STATION DESCRIPTION
 CB0020
 CB0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CB0020'3.4 MI N FROM TENNYSON.
 CB0020'3.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CB0020'STATION AT TENNYSON, COKE COUNTY, 6.7 MILES SOUTH OF THE STATION AT
 CB0020'BRONTE, 2-1/2 POLES SOUTH OF MILEPOST 692, AT A ROAD CROSSING, 45 FEET
 CB0020'EAST OF THE CENTERLINE OF THE TRACK, 15 FEET SOUTH OF THE CENTERLINE
 CB0020'OF THE ROAD, AND 8 FEET NORTH OF A FENCE CORNER.  A STATE SURVEY
 CB0020'STANDARD DISK, STAMPED 1850.524 CWA AND SET IN THE TOP OF A CONCRETE
 CB0020'POST.
 CB0020
 CB0020                          STATION RECOVERY (1940)
 CB0020
 CB0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6409 ***********************************************************************
 AC6409  SACS        -  This is a Secondary Airport Control Station.
 AC6409  DESIGNATION -  CXO A 1991
 AC6409  PID         -  AC6409
 AC6409  STATE/COUNTY-  TX/MONTGOMERY
 AC6409  USGS QUAD   -  CONROE (1976)
 AC6409
 AC6409                         *CURRENT SURVEY CONTROL
 AC6409  ___________________________________________________________________
 AC6409* NAD 83(1993)-  30 20 50.90127(N)    095 24 34.12763(W)     ADJUSTED  
 AC6409* NAVD 88     -        74.18   (meters)     243.4    (feet)  GPS OBS   
 AC6409  ___________________________________________________________________
 AC6409  X           -    -519,344.133 (meters)                     COMP
 AC6409  Y           -  -5,484,401.579 (meters)                     COMP
 AC6409  Z           -   3,203,697.324 (meters)                     COMP
 AC6409  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AC6409  ELLIP HEIGHT-          46.68  (meters)          (07/24/01) GPS OBS
 AC6409  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AC6409
 AC6409  HORZ ORDER  -  FIRST
 AC6409  ELLP ORDER  -  FOURTH    CLASS II
 AC6409
 AC6409.This mark is at Montgomery Co (CXO) Airport (CXO)
 AC6409
 AC6409.The horizontal coordinates were established by GPS observations
 AC6409.and adjusted by the National Geodetic Survey in March 1997..
 AC6409
 AC6409.The orthometric height was determined by GPS observations and a
 AC6409.high-resolution geoid model.
 AC6409
 AC6409.GPS derived orthometric heights for airport stations designated as
 AC6409.PACS or SACS are published to 2 decimal places.  This maintains
 AC6409.centimeter relative accuracy between the PACS and SACS.  It does
 AC6409.not indicate centimeter accuracy relative to other marks which are
 AC6409.part of the NAVD 88 network.
 AC6409
 AC6409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6409
 AC6409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6409
 AC6409.The ellipsoidal height was determined by GPS observations
 AC6409.and is referenced to NAD 83.
 AC6409
 AC6409.The geoid height was determined by GEOID03.
 AC6409
 AC6409;                    North         East     Units Scale Factor Converg.
 AC6409;SPC TX C     - 3,085,947.063 1,173,240.558   MT  0.99994640   +2 32 09.9
 AC6409;SPC TX C     -10,124,477.99  3,849,206.73   sFT  0.99994640   +2 32 09.9
 AC6409;UTM  15      - 3,359,750.573   268,391.434   MT  1.00026183   -1 13 04.5
 AC6409
 AC6409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6409!SPC TX C     -   0.99999267  x   0.99994640  =   0.99993907
 AC6409!UTM  15      -   0.99999267  x   1.00026183  =   1.00025450
 AC6409
 AC6409                          SUPERSEDED SURVEY CONTROL
 AC6409
 AC6409  ELLIP H (03/13/97)   46.81   (m)                       GP(       ) 4 2
 AC6409
 AC6409.Superseded values are not recommended for survey control.
 AC6409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6409.See file dsdata.txt to determine how the superseded data were derived.
 AC6409
 AC6409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6839159751(NAD 83)
 AC6409_MARKER: DD = SURVEY DISK
 AC6409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6409_STAMPING: CXO A 1991
 AC6409_MARK LOGO: NOS   
 AC6409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6409+STABILITY: SURFACE MOTION
 AC6409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6409+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1994
 AC6409
 AC6409  HISTORY     - Date     Condition        Report By
 AC6409  HISTORY     - 1991     MONUMENTED       NOS
 AC6409  HISTORY     - 19941210 GOOD             NGS
 AC6409
 AC6409                          STATION DESCRIPTION
 AC6409
 AC6409'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 (RAH)
 AC6409'THE STATION IS LOCATED ON MONTGOMERY COUNTY AIRPORT APPROXIMATELY 1010
 AC6409'FT (307.8 M) NORTHWEST OF RUNWAY END 32.  THE STATION IS 113.0 FT
 AC6409'(34.4 M) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY, 85.2 FT (26.0 M)
 AC6409'SOUTHWEST OF THE SOUTHWEST EDGE OF ASPHALT PAVEMENT, 287.7 FT (87.7 M)
 AC6409'SOUTHWEST OF THE CENTERLINE OF RUNWAY 14-32, AND 212.7 FT (64.8 M)
 AC6409'NORTHWEST OF THE NORTHWEST CORNER OF THE WESTERLY OF TWO VASI.  THE
 AC6409'STATION IS A NOS DISK SET IN THE TOP OF A 12 INCH SQUARE MONUMENT,
 AC6409'FLUSH WITH THE GROUND AND STAMPED CXO A 1991.
 AC6409
 AC6409                          STATION RECOVERY (1994)
 AC6409
 AC6409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AC6409'THE STATION IS LOCATED IN THE CITY OF CONROE, ON THE MONTGOMERY COUNTY
 AC6409'AIRPORT APPROXIMATELY 1010 FT (307.8 M) NORTHWEST OF RUNWAY END 32. TO
 AC6409'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 105 AND LOOP 336,
 AC6409'ABOUT 3.0 MI (4.8 KM) EAST OF CONROE, PROCEED NORTHWEST ON LOOP 336
 AC6409'FOR 2.2.  MI (3.5 KM) TO FARM ROAD 1484 (AIRPORT ROAD) ON THE RIGHT.
 AC6409'TURN RIGHT AND PROCEED NORTH FOR 0.95 MI (1.53 KM) TO THE NORTHWEST
 AC6409'ENTRANCE TO THE AIRPORT.  FROM THE AIRPORT MANAGERS OFFICE, PROCEED
 AC6409'NORTHEAST ON THE PARKING RAMP/PARKING LOT EAST OF THE BUILDING FOR
 AC6409'0.05 MI (0.08 KM) TO TAXIWAY H.  TURN RIGHT (EAST) ON TAXIWAY H AND
 AC6409'CONTINUE FOR 0.85 MI (1.37 KM) TO TAXIWAY I.  TURN RIGHT (SOUTH) ONTO
 AC6409'TAXIWAY I AND PROCEED 100.0 FT (30.5 M) TO THE STATION ON THE LEFT.
 AC6409'THE STATION IS 287.7 FT (87.7 M) SOUTHWEST OF THE CENTERLINE OF RUNWAY
 AC6409'14/32, 212.7 FT (64.8 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AC6409'WESTERLY OF TWO VASIS, 113.0 FT (34.4 M) NORTHEAST OF THE CENTERLINE
 AC6409'OF TAXIWAY I, 85.2 FT (26.0 M) SOUTHWEST OF THE SOUTHWEST (TAXIWAY H)
 AC6409'ASPHAULT EDGE, AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
 AC6409'THE STATION IS A NOS DISK SET IN THE TOP OF A 12 INCH SQUARE MONUMENT,
 AC6409'FLUSH WITH THE GROUND AND STAMPED CXO A 1991.  FOR ACCESS TO THE
 AC6409'AIRPORT, CONTACT MR.  JOHN MAYS, AIRPORT MANAGER, MONTGOMERY COUNTY
 AC6409'AIRPORT, P.O.  DRAWER 2279, CONROE, TEXAS 77305, PHONE (409)
 AC6409'-539-7811.  DESCRIBED BY RONALD A. ZEMAITIS, CHIEF OF PARTY,
 AC6409'12-10-1994, NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6410 ***********************************************************************
 AC6410  DESIGNATION -  CXO B 1991
 AC6410  PID         -  AC6410
 AC6410  STATE/COUNTY-  TX/MONTGOMERY
 AC6410  USGS QUAD   -  CONROE (1976)
 AC6410
 AC6410                         *CURRENT SURVEY CONTROL
 AC6410  ___________________________________________________________________
 AC6410* NAD 83(1993)-  30 20 46.01327(N)    095 25 12.15509(W)     ADJUSTED  
 AC6410* NAVD 88     -        69.5    (meters)     228.     (feet)  GPS OBS   
 AC6410  ___________________________________________________________________
 AC6410  X           -    -520,362.046 (meters)                     COMP
 AC6410  Y           -  -5,484,377.461 (meters)                     COMP
 AC6410  Z           -   3,203,565.081 (meters)                     COMP
 AC6410  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AC6410  ELLIP HEIGHT-          42.04  (meters)          (07/24/01) GPS OBS
 AC6410  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AC6410
 AC6410  HORZ ORDER  -  THIRD
 AC6410  ELLP ORDER  -  FOURTH    CLASS II
 AC6410
 AC6410.This mark is at Montgomery Co (CXO) Airport (CXO)
 AC6410
 AC6410.The horizontal coordinates were established by GPS observations
 AC6410.and adjusted by the National Geodetic Survey in March 1997..
 AC6410
 AC6410.The orthometric height was determined by GPS observations and a
 AC6410.high-resolution geoid model.
 AC6410
 AC6410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6410
 AC6410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6410
 AC6410.The ellipsoidal height was determined by GPS observations
 AC6410.and is referenced to NAD 83.
 AC6410
 AC6410.The geoid height was determined by GEOID03.
 AC6410
 AC6410;                    North         East     Units Scale Factor Converg.
 AC6410;SPC TX C     - 3,085,751.807 1,172,232.618   MT  0.99994667   +2 31 50.3
 AC6410;SPC TX C     -10,123,837.39  3,845,899.85   sFT  0.99994667   +2 31 50.3
 AC6410;UTM  15      - 3,359,621.686   267,372.549   MT  1.00026766   -1 13 23.6
 AC6410
 AC6410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6410!SPC TX C     -   0.99999340  x   0.99994667  =   0.99994007
 AC6410!UTM  15      -   0.99999340  x   1.00026766  =   1.00026106
 AC6410
 AC6410                          SUPERSEDED SURVEY CONTROL
 AC6410
 AC6410  ELLIP H (03/13/97)   42.18   (m)                       GP(       ) 4 2
 AC6410
 AC6410.Superseded values are not recommended for survey control.
 AC6410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6410.See file dsdata.txt to determine how the superseded data were derived.
 AC6410
 AC6410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6737359622(NAD 83)
 AC6410_MARKER: DD = SURVEY DISK
 AC6410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6410_STAMPING: CXO B 1991
 AC6410_MARK LOGO: NOS   
 AC6410_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6410+STABILITY: SURFACE MOTION
 AC6410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6410+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1994
 AC6410
 AC6410  HISTORY     - Date     Condition        Report By
 AC6410  HISTORY     - 1991     MONUMENTED       NOS
 AC6410  HISTORY     - 19941210 GOOD             NGS
 AC6410
 AC6410                          STATION DESCRIPTION
 AC6410
 AC6410'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 (RAH)
 AC6410'THE STATION IS LOCATED AT MONTGOMERY COUNTY AIRPORT NEAR RUNWAY END 1.
 AC6410'THE STATION IS 89.5 FT (27.3 M) E OF THE TAXIWAY CENTERLINE, 223.9 FT
 AC6410'(68.2 M) WEST OF THE CENTERLINE OF THE RUNWAY, 117.7 FT (35.9 M)
 AC6410'NORTHWEST OF THE HOLDBAR AT THE TAXIWAY CENTERLINE, AND 93.6 FT (28.5
 AC6410'M) NORTH OF THE TAXIWAY.  THE STATION IS A NOS DISK SET IN THE TOP OF
 AC6410'A 12 INCH SQUARE MONUMENT FLUSH WITH THE GROUND AND STAMPED CXO B
 AC6410'1991.
 AC6410
 AC6410                          STATION RECOVERY (1994)
 AC6410
 AC6410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AC6410'THE STATION IS LOCATED IN THE CITY OF CONROE, ON THE MONTGOMERY COUNTY
 AC6410'AIRPORT NEAR RUNWAY END 1.  TO REACH THE STATION FROM THE JUNCTION OF
 AC6410'STATE HIGHWAY 105 LOOP 336, ABOUT 3.0 MI (4.8 KM) EAST OF CONROE,
 AC6410'PROCEED NORTHWEST ON LOOP 336 FOR 2.2 MI (3.5 KM) TO FARM ROAD 1484
 AC6410'(AIRPORT ROAD) ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH FOR 0.95 MI
 AC6410'(1.53 KM) TO THE NORTHWEST ENTRANCE TO THE AIRPORT.  FROM THE AIRPORT
 AC6410'MANAGERS OFFICE, PROCEED NORTHEAST ON THE PARKING RAMP/PARKING LOT
 AC6410'EAST OF THE BUILDING FOR 0.05 MI (0.08 KM) TO TAXIWAY H.  TURN RIGHT
 AC6410'(EAST) ON TAXIWAY H AND CONTINUE FOR 0.05 MI (0.08 KM) TO TAXIWAY D.
 AC6410'TURN RIGHT (SOUTH) AND CONTINUE FOR 0.15 MI (0.24 KM) TO THE STATION
 AC6410'ON THE LEFT.  THE STATION IS 223.9 FT (68.2 M) WEST OF THE CENTERLINE
 AC6410'OF THE RUNWAY, 117.7 FT (35.9 M) NORTHWEST OF THE HOLDBAR FOR RUNWAY
 AC6410'END 1, 93.6 FT (28.5 M) NORTH OF TAXIWAY CENTERLINE D, 89.5 FT (27.3
 AC6410'M) EAST OF TAXIWAY CENTERLINE D, AND 1.0 FT (0.3 M) NORTHEAST OF A
 AC6410'CARSONITE WITNESS POST.  THE STATION IS A NOS DISK SET IN THE TOP OF A
 AC6410'12 INCH SQUARE MONUMENT FLUSH WITH THE GROUND AND STAMPED CXO B 1991.
 AC6410'FOR ACCESS TO THE AIRPORT, CONTACT MR.  JOHN MAYS, AIRPORT MANAGER,
 AC6410'MONTGOMERY COUNTY AIRPORT, P.O.  DRAWER 2279, CONROE, TEXAS 77305,
 AC6410'PHONE (409) -539-7811.  DESCRIBED BY RONALD A.  ZEMAITIS, CHIEF OF
 AC6410'PARTY, 12-10-1994, NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2067 ***********************************************************************
 AY2067  DESIGNATION -  CYCAMORE
 AY2067  PID         -  AY2067
 AY2067  STATE/COUNTY-  TX/UVALDE
 AY2067  USGS QUAD   -  SYCAMORE MOUNTAIN (1971)
 AY2067
 AY2067                         *CURRENT SURVEY CONTROL
 AY2067  ___________________________________________________________________
 AY2067* NAD 83(1993)-  29 28 10.91586(N)    099 56 30.05391(W)     ADJUSTED  
 AY2067* NAVD 88     -       596.5    (meters)    1957.     (feet)  VERTCON   
 AY2067  ___________________________________________________________________
 AY2067  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AY2067  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AY2067
 AY2067  HORZ ORDER  -  FIRST
 AY2067
 AY2067.The horizontal coordinates were established by classical geodetic methods
 AY2067.and adjusted by the National Geodetic Survey in February 1996..
 AY2067
 AY2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2067
 AY2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2067
 AY2067.The geoid height was determined by GEOID03.
 AY2067
 AY2067;                    North         East     Units Scale Factor Converg.
 AY2067;SPC TXSC     - 4,181,720.285   508,674.685   MT  0.99986600   -0 27 40.8
 AY2067;SPC TXSC     -13,719,527.30  1,668,876.86   sFT  0.99986600   -0 27 40.8
 AY2067;UTM  14      - 3,260,395.196   408,695.858   MT  0.99970286   -0 27 47.9
 AY2067
 AY2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2067!SPC TXSC     -   0.99990988  x   0.99986600  =   0.99977589
 AY2067!UTM  14      -   0.99990988  x   0.99970286  =   0.99961277
 AY2067
 AY2067|---------------------------------------------------------------------|
 AY2067| PID    Reference Object                     Distance      Geod. Az  |
 AY2067|                                                           dddmmss.s |
 AY2067| AY2069 CYCAMORE RM 2                         7.619 METERS 00334     |
 AY2067| AY2068 CYCAMORE                              1.430 METERS 01228     |
 AY2067| AY2070 CYCAMORE RM 1                         7.695 METERS 06400     |
 AY2067| CV4672 CYCAMORE RM 3                         5.509 METERS 15655     |
 AY2067| CV4671 CYCAMORE AZ MK                                     2775552.0 |
 AY2067| CV4673 CYCAMORE RM 4                         8.562 METERS 30856     |
 AY2067|---------------------------------------------------------------------|
 AY2067
 AY2067                          SUPERSEDED SURVEY CONTROL
 AY2067
 AY2067  NAD 83(1986)-  29 28 10.91369(N)    099 56 30.03712(W) AD(       ) 1
 AY2067  NAD 27      -  29 28 10.07700(N)    099 56 28.81100(W) AD(       ) 1
 AY2067  NGVD 29 (07/19/86)  596.4    (m)         1957.     (f) VERT ANG       
 AY2067
 AY2067.Superseded values are not recommended for survey control.
 AY2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2067.See file dsdata.txt to determine how the superseded data were derived.
 AY2067
 AY2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT0869660395(NAD 83)
 AY2067_MARKER: DS = TRIANGULATION STATION DISK
 AY2067_SETTING: 66 = SET IN ROCK OUTCROP
 AY2067
 AY2067  HISTORY     - Date     Condition        Report By
 AY2067  HISTORY     - 1924     MONUMENTED       CGS
 AY2067  HISTORY     - 1935     GOOD             CGS
 AY2067  HISTORY     - 1937     GOOD             CGS
 AY2067  HISTORY     - 1944     GOOD             CGS
 AY2067  HISTORY     - 1972     GOOD             NGS
 AY2067
 AY2067                          STATION DESCRIPTION
 AY2067
 AY2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY2067'ABOUT 20 MILES, AIRLINE, AND 27 MILES BY ROAD NORTHWEST OF
 AY2067'UVALDE, 4-1/2 MILES AIRLINE AND 7 MILES BY ROAD NORTHWEST
 AY2067'OF LAGUNA POST OFFICE, ABOUT ONE-THIRD MILE EAST OF SYCAMORE
 AY2067'CREEK, ON THE LANDRUM RANCH, ON A HIGH, BARE, LIMESTONE
 AY2067'HILL, SAID TO BE THE HIGHEST POINT IN UVALDE COUNTY.  STATION
 AY2067'IS ON HIGHEST POINT OF EAST END OF HILL, AND IS MARKED BY
 AY2067'A STANDARD DISK STATION MARK IN SOLID ROCK.  TWO
 AY2067'REFERENCE MARKS WERE SET, STANDARD REFERENCE DISKS IN BEDROCK,
 AY2067'NO. 1 IS 7.845 METERS (25.74 FEET) FROM STATION,
 AY2067'N 44 DEG 02 MIN E.  NO. 2, 7.660 METERS (25.13
 AY2067'FEET), N 03 DEG 38 MIN E.  STATION CYCAMORE (U.S.G.S.), MARKED
 AY2067'BY A COPPER BOLT SET IN ROCK, IS 1.433 METERS (4.70
 AY2067'FEET) FROM STATION,  N 15 DEG 09 MIN E.  STATION
 AY2067'REACHED BY THE ROCK SPRINGS ROAD NORTH FROM UVALDE TO
 AY2067'LAGUNA POST OFFICE, THENCE ALONG HIGHWAY 1.3 MILES TO
 AY2067'NORTHWARD TO A WELL-TRAVELED ROAD TO RIGHT, THROUGH BOARD
 AY2067'GATE INTO PASTURE.  SIGN BOARD ON GATE IS MARKED TO
 AY2067'LANDRUMS.  FOLLOW THIS ROAD 1-3/4 MILES TO MR. LANDRUMS
 AY2067'HOUSE ON NORTH SIDE OF THE NUECES RIVER.  FROM THERE
 AY2067'TAKE ROAD NORTHEAST TO SYCAMORE CREEK, TO WINDMILL AND RANCH
 AY2067'HOUSE.  STOP ABOUT 100 METERS (328 FEET) SOUTHEAST OF
 AY2067'WINDMILL AT BAND OF CREEK, FROM WHICH POINT IT IS ABOUT
 AY2067'ONE-HALF MILE SOUTHEAST TO EASTERN END OF HILL.  ELEVATION
 AY2067'OF STATION, 596.4 METERS (1,957 FEET).
 AY2067
 AY2067                          STATION RECOVERY (1935)
 AY2067
 AY2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY2067'STATION IS ABOUT 4-1/2 MILES NE OF LAGUNA POST OFFICE.  TO
 AY2067'REACH FROM THE JUNCTION OF ROUTE 55 AND THE BRACKETTVILLE
 AY2067'ROAD AT BEECROFTS STORE-LAGUNA POST OFFICE, GO N ON ROUTE
 AY2067'55, FOR 1.35 MILES, TURN RIGHT THRU GATE AT LANDRUM MAIL
 AY2067'BOX, GO 0.55 MILE, TAKE LEFT FORK, GO 0.35 MILE, TAKE LEFT
 AY2067'FORK, GO 0.15 MILE, TAKE LEFT FORK, GO 0.1 MILE, TAKE RIGHT
 AY2067'FORK, GO 0.25 MILE, FORD DRY CREEK AND PASS THROUGH GATE,
 AY2067'GO 0.1 MILE, FORK STREAM, GO 0.05 MILE, PASS THROUGH GATE,
 AY2067'GO 0.05 MILE, TAKE LEFT FORK, GO 0.15 MILE, PASS THROUGH
 AY2067'GATE, GO 0.15 MILE, CROSS R.R. IN FRONT OF LANDRUMS HOUSE,
 AY2067'PASS THROUGH GATE TO RIGHT OF HOUSE AND FOLLOW ROAD UP HILL
 AY2067'FOR 0.1 MILE, TAKE LEFT FORK, GO 0.7 MILE, PASS THROUGH
 AY2067'GATE, GO 1.15 MILES, PASS TO LEFT OF SHACK ON RIGHT, GO
 AY2067'0.1 MILE, PASS TO RIGHT OF SHACK ON LEFT, GO 0.1 MILE,
 AY2067'PASS THROUGH GATE, GO 1.2 MILES, PASS THROUGH GATE, GO
 AY2067'1.0 MILE TO FENCE CORNER JUST SE OF WINDMILL, TURN RIGHT
 AY2067'AND STOP.  END OF TRUCK TRAVEL.  STATION IS ABOUT 1/2
 AY2067'MILE SE ON THE EASTERN OF TWO PEAKS.  IT IS SUGGESTED
 AY2067'THAT THE WESTERN PEAK BE CLIMBED, FROM WHICH THE
 AY2067'EASTERN ONE AND STATION MAY BE REACHED BY AN EASY WALK
 AY2067'ALONG THE RIDGE CONNECTING THE TWO.  STATION MARK WAS
 AY2067'SET AND IS STAMPED CYCAMORE 1924.
 AY2067'
 AY2067'REFERENCE MARK NO. 1 IS 25.7 FT NE OF THE STATION, SET
 AY2067'AND IS STAMPED CYCAMORE 1924 NO 1.
 AY2067'
 AY2067'REFERENCE MARK NO. 2 IS 24.9 FT N OF STATION, SET
 AY2067'AND STAMPED CYCAMORE 1924 NO 2.
 AY2067'
 AY2067'REFERENCE MARK NO. 3 IS 18.1 FT SE OF STATION, SET
 AY2067'AND STAMPED CYCAMORE 1935 NO 3.
 AY2067'
 AY2067'REFERENCE MARK NO. 4 IS 28.2 FT SW OF STATION, SET
 AY2067'AND STAMPED CYCAMORE 1935 NO 4.
 AY2067'
 AY2067'A U.S.G.S. MARK, CONSISTING OF A 1 IN BOLT SET IN A DRILL
 AY2067'HOLE, IS 4.8 FT N OF THE STATION.
 AY2067'
 AY2067'ALL MARKS ARE IN GOOD CONDITION.  STATION AND R.M.S 1 AND
 AY2067'2 ARE OLD MARKS.  R.M.S 3 AND 4 WERE SET THIS YEAR.  MARKS
 AY2067'WERE MEASURED ONLY TO THE NEAREST TENTH, DUE TO THE CHARACTER
 AY2067'OF THE TERRAIN PREVENTING GREATER ACCURACY.
 AY2067
 AY2067                          STATION RECOVERY (1937)
 AY2067
 AY2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 AY2067'STATION IS A STANDARD BRONZE TABLET SET IN BEDROCK ON THE
 AY2067'E AND HIGHEST POINT OF A HIGH AND ROCKY SADDLE MTN., LYING
 AY2067'ABOUT 7 MILES NE OF THE LAGUNA POST OFFICE IN THE LANDRUM
 AY2067'PASTURE AND ON THE E SIDE OF THE HEADWATERS OF THE CYCAMORE CREEK.
 AY2067'GO N FROM UVALDE RR CROSSING AND STATION ON HIGHWAY NO. 4,
 AY2067'00.1 MILE.  TURN L AND GO NW ON NO. 83, 15.3 MILES TO RIVER
 AY2067'CROSSING.  TURN R OFF HIGHWAY AND GO N THROUGH BUMP GATE
 AY2067'PASSING TO L OF WHITE HOUSES, 00.2 MILE TO A GATE.  PASS
 AY2067'THROUGH AND FOLLOW MAIN TRACK ROAD, UNDER RR TRACKS E AND
 AY2067'N OVER HILLS 02.7 MILES TO A CROSS ROAD.  THIS ROAD LEADS
 AY2067'FROM 01.8 MILES N OF LAGUNA ON THE HIGHWAY AND IS NOW
 AY2067'WASHED OUT AND IMPASSABLE.  CONTINUE N ACROSS THE GRADED
 AY2067'ROAD 00.3 MILE.  TAKE THE L FORK AT THE TOP OF THE BANK
 AY2067'AND CONTINUE N, 00.5 MILE.  PASS THROUGH THE GATE, GO
 AY2067'ABOUT 50 YARDS AND TAKE THE R FORK AND FOLLOW MAIN
 AY2067'TRACK ROAD E 04.0 MILES TO THE SECOND HOUSE AND WELL AT
 AY2067'THE L AND THE ETT.  FROM HERE THE STATION IS VISIBLE
 AY2067'ABOUT 1/2 MILE E ON THE HIGH BARE AND ROCKY SADDLE.
 AY2067'
 AY2067'ALL MARKS ARE STANDARD TABLETS SET IN BEDROCK AND RECOVERED
 AY2067'IN GOOD CONDITION.
 AY2067
 AY2067                          STATION RECOVERY (1944)
 AY2067
 AY2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2067'LOCATED 20 MILES, AIR LINE, NW OF UVALDE, 14 MILES, AIR LINE,
 AY2067'WSW OF CONCAN, AND 10 MILES, AIR LINE, SW OF REAGAN WELLS,
 AY2067'ON THE E END OF A HIGH, ROCKY HILL IN THE LANDRUM PASTURE,
 AY2067'ABOUT 1 MILE SE OF A SMALL UNPAINTED RANCH HOUSE.  IT IS ON
 AY2067'A BARE, ROCKY HILL, ON THE E AND HIGHEST END OF A SADDLE
 AY2067'PEAK.  IT IS 4.720 FEET S OF U.S. GEOLOGICAL SURVEY STATION
 AY2067'SYCAMORE WHICH IS A COPPER BOLT.
 AY2067'
 AY2067'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 AY2067'WITH THE GROUND.  IT IS STAMPED CYCAMORE 1924.
 AY2067'
 AY2067'REFERENCE MARK 1 IS ABOUT 8 FEET LOWER THAN THE STATION.
 AY2067'IT IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH WITH THE
 AY2067'GROUND.  STAMPED CYCAMORE NO 1 1924.
 AY2067'
 AY2067'REFERENCE MARK 2 IS ABOUT 4 FEET LOWER THAN THE STATION.
 AY2067'IT IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH WITH THE
 AY2067'GROUND.  STAMPED CYCAMORE NO 2 1924.
 AY2067'
 AY2067'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 AY2067'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  IT IS STAMPED
 AY2067'CYCAMORE NO 3 1935.  THE DISK IS PARTIALLY OBSTRUCTED BY
 AY2067'ROCK.
 AY2067'
 AY2067'REFERENCE MARK 4 IS ABOUT 5 FEET LOWER THAN THE STATION.
 AY2067'IT IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH WITH THE
 AY2067'GROUND.  IT IS STAMPED CYCAMORE NO 4 1935.
 AY2067'
 AY2067'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH
 AY2067'WITH THE GROUND.  STAMPED CYCAMORE 1944. IT IS ON THE W PEAK
 AY2067'ACROSS SADDLE FROM STATION.
 AY2067'
 AY2067'A 15-FOOT STAND REQUIRED TO CLEAR LINE TO STATION BLUE.
 AY2067'
 AY2067'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 AY2067'STATE HIGHWAY 55, ABOUT 0.1 MILE N OF THE RAILROAD STATION IN
 AY2067'UVALDE.  GO NW ON HIGHWAY 55 FOR 17.1 MILES TO A BUMPER
 AY2067'GATE ON RIGHT JUST BEFORE CROSSING THE NUECES RIVER.  TURN
 AY2067'RIGHT THROUGH GATE AND GO 0.2 MILE TO A BOARD GATE AT LEFT
 AY2067'OF RANCH HOUSE.  PASS THROUGH GATE AND CONTINUE NW ON BLADED
 AY2067'ROAD FOR 0.6 MILE TO FORKS, TAKE LEFT FORK, PASS THROUGH
 AY2067'GATE AND GO W ON TRACK ROAD FOR 2.4 MILES TO THE INTERSECTION
 AY2067'OF A GRADED ROAD.  CONTINUE STRAIGHT AHEAD ON TRACK ROAD
 AY2067'FOR 1.0 MILE TO A GATE AND A GRADED ROAD.  PASS THROUGH
 AY2067'GATE, TURN RIGHT AND FOLLOW GRADED ROAD N FOR 4.2 MILES
 AY2067'TO A DIM TRACK ROAD RIGHT LEADING TO A RANCH HOUSE AND
 AY2067'WINDMILL.  TURN RIGHT AND GO E ON TRACK ROAD FOR 0.15 MILE TO A
 AY2067'GATE.  FROM HERE PACK E TO LEFT OF HOUSE, ACROSS A CREEK
 AY2067'AND UP A DRAW ALONG N SIDE OF A FENCE FOR ABOUT 0.5
 AY2067'MILE TO POINT WHERE A PROMINENT RIDGE ABUTS DRAW.  HERE
 AY2067'TURN RIGHT AND FOLLOW RIDGE S TO E AND HIGHEST END OF A
 AY2067'DOUBLE-PEAKED HILL AND STATION.
 AY2067
 AY2067                          STATION RECOVERY (1972)
 AY2067
 AY2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2067'THE STATION MARK, REFERENCE MARKS 1, 2, 3, 4, CYCAMORE (USGS) AND
 AY2067'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS
 AY2067'TO THE REFERENCE MARKS AND THE AZIMUTH MARK CHECKED THE 1944 DATA.
 AY2067'THE DIRECTION TO CYCAMORE (USGS) DIFFERED BY 9 MINUTES.  (NOTE--IT
 AY2067'IS NOT POSSIBLE TO FOCUS THE INSTRUMENT ON THIS MARK.) THE DISTANCE
 AY2067'TO CYCAMORE (USGS) AND REFERENCE MARK 3 CHECKED.  HOWEVER, THE
 AY2067'DISTANCE TO REFERENCE MARK 1 DIFFERED BY 0.51 FEET, 0.154 METER,
 AY2067'REFERENCE MARK 2 DIFFERED BY 0.24 FEET, 0.077 METER, REFERENCE
 AY2067'MARK 4 DIFFERED BY 0.11 FEET, 0.035 METER.  ALL MEASUREMENTS WERE
 AY2067'SHORTER AND WERE COMPUTED FROM SLOPE MEASUREMENTS.  DUE TO THE
 AY2067'ABOVE DIFFERENCES A NEW DESCRIPTION FOLLOWS.
 AY2067'
 AY2067'THE STATION IS ABOUT 18 MILES NORTH AND 9 MILES WEST OF UVALDE, 4
 AY2067'MILES EAST AND 3 MILES NORTH OF LAGUNA COMMUNITY, 4 MILES EAST AND 3
 AY2067'MILES NORTH OF STATE HIGHWAY 55, ON THE EAST AND HIGHEST PEAK OF A
 AY2067'ROCK AND BRUSH COVERED SADDLE-SHAPED MOUNTAIN THAT IS THE HIGHEST
 AY2067'POINT IN THE VICINITY.
 AY2067'
 AY2067'TO REACH THE STATION FROM THE POST OFFICE IN UVALDE, GO NORTH ON
 AY2067'U.S. HIGHWAY 83 AND STATE HIGHWAY 55 FOR 2.0 MILES TO WHERE HIGHWAY
 AY2067'55 TURNS LEFT.  TURN LEFT AND GO WEST AND NORTHWEST ON HIGHWAY 55
 AY2067'FOR 17.7 MILES TO A CONCRETE CROSSING ON THE NEUCES RIVER.
 AY2067'CONTINUE NORTH-NORTHWEST ON HIGHWAY 55 FOR 1.6 MILES TO THE
 AY2067'JUNCTION OF FARM ROAD 334 ON THE LEFT.  CONTINUE NORTH ON
 AY2067'HIGHWAY 55 FOR 1.4 MILES TO A PIPE AND WIRE GATE ON THE RIGHT,
 AY2067'TURN RIGHT, PASSING THROUGH GATE AND GO EAST ON A TRACK ROAD 0.5
 AY2067'MILE TO A FORK.  TAKE THE LEFT FORK, MAIN ROAD, AND GO
 AY2067'NORTHEAST FOR 0.7 MILE TO A CATTLE GUARD.  CROSS CATTLE GUARD AND
 AY2067'BEAR LEFT, FORDING A RIVER AND GO NORTHEAST FOR 0.15 MILE TO A
 AY2067'LOCKED GATE, (KEY IS AVAILABLE FROM HOWARD LANGFORD, P.O. BOX 22,
 AY2067'UVALDE, TEXAS, WHO LEASES THE PROPERTY THE STATION IS ON.)
 AY2067'PASS THROUGH GATE AND GO EAST AND NORTHEAST ON MAIN ROAD FOR
 AY2067'0.25 MILE TO A CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE
 AY2067'NORTHEAST ON MAIN ROAD FOR 0.45 MILE TO A GATE.  PASS THROUGH GATE
 AY2067'AND GO NORTH ON MAIN ROAD FOR 1.6 MILES TO A GATE, THIS IS JUST
 AY2067'PAST A BARN ON THE LEFT.
 AY2067'
 AY2067'PASS THROUGH GATE AND CONTINUE NORTH FOR 2.7 MILES TO A GATE.  PASS
 AY2067'THROUGH THE GATE AND GO NORTHEAST FOR 0.2 MILE TO A SIDE ROAD RIGHT.
 AY2067'TURN RIGHT AND GO ABOUT 300 FEET SOUTHEAST ON A TRACK ROAD TO A
 AY2067'GATE.  PASS THROUGH GATE INTO A FARM YARD.  THIS IS THE END OF
 AY2067'TRUCK TRAVEL.  (FROM THIS POINT THE STATION PEAK IS VISIBLE AND
 AY2067'WILL APPEAR SADDLE-SHAPED.)
 AY2067'
 AY2067'PACK EAST, UP A DRAW, FOLLOWING A BARBED WIRE AND WOVEN WIRE FENCE
 AY2067'FOR ABOUT ONE-HALF MILE.  AT THIS POINT LEAVE THE FENCE AND GO
 AY2067'SOUTHEAST, UP STEEPER SLOPE TO THE HIGHEST POINT OF THE EAST PEAK
 AY2067'AND THE STATION.  THIS IS A ONE AND ONE-HALF HOUR PACK.
 AY2067'
 AY2067'STATION MARK IS A STANDARD DISK, STAMPED CYCAMORE 1924, CEMENTED IN
 AY2067'A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS 4.7
 AY2067'FEET SOUTHWEST OF THE HIGHEST POINT ON THE PEAK.
 AY2067'
 AY2067'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CYCAMORE NO 1 1924,
 AY2067'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 AY2067'IT IS ABOUT 8 FEET LOWER IN ELEVATION THAN THE STATION.
 AY2067'
 AY2067'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CYCAMORE NO 2 1924,
 AY2067'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 AY2067'IT IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 AY2067'
 AY2067'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CYCAMORE NO 3 1935,
 AY2067'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 8 INCHES
 AY2067'ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 AY2067'
 AY2067'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED CYCAMORE NO 4 1935,
 AY2067'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 AY2067'IT IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.
 AY2067'
 AY2067'AZIMUTH MARK IS A STANDARD DISK, STAMPED CYCAMORE 1944, CEMENTED
 AY2067'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS
 AY2067'3.0 FEET NORTHEAST OF A CAIRN.  TO REACH FROM THE STATION, PACK
 AY2067'WEST, FOLLOWING A NARROW ROCKY RIDGE FOR ABOUT 0.2 MILE TO THE
 AY2067'WEST PEAK AND THE MARK.
 AY2067'
 AY2067'CYCAMORE (USGS) IS A COPPER BOLT, 1 INCH IN DIAMETER, STAMPED
 AY2067'U.S.G.S. AND HAS A SMALL TRIANGLE ON IT.  IT IS LEADED IN A DRILL
 AY2067'HOLE IN BEDROCK AND IS ON THE HIGHEST POINT OF THE PEAK.
 AY2067'
 AY2067'THE MARKS WERE NOT MEASURED BETWEEN DUE TO THE ROUGH TERRAIN.
 AY2067'
 AY2067'IT IS POSSIBLE TO LAND A HELICOPTER ON THE SADDLE ABOUT 300 FEET
 AY2067'NORTHWEST OF THE STATION.
 AY2067'
 AY2067'NO MEASUREMENTS BETWEEN MARKS DUE TO ROUGH TERRAIN.
 AY2067'
 AY2067'ALL REFERENCE MARK MEASUREMENTS ARE CONVERTED FROM SLOPE DISTANCES.
 AY2067'
 AY2067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 AY2067'NORTHWEST OF UVALDE.
 AY2067'
 AY2067'HEIGHT OF LIGHT ABOVE STATION MARK 3.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2068 ***********************************************************************
 AY2068  DESIGNATION -  CYCAMORE
 AY2068  PID         -  AY2068
 AY2068  STATE/COUNTY-  TX/UVALDE
 AY2068  USGS QUAD   -  SYCAMORE MOUNTAIN (1971)
 AY2068
 AY2068                         *CURRENT SURVEY CONTROL
 AY2068  ___________________________________________________________________
 AY2068* NAD 83(1993)-  29 28 10.96120(N)    099 56 30.04245(W)     ADJUSTED  
 AY2068* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 AY2068  ___________________________________________________________________
 AY2068  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AY2068  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AY2068
 AY2068  HORZ ORDER  -  SECOND
 AY2068
 AY2068.The horizontal coordinates were established by classical geodetic methods
 AY2068.and adjusted by the National Geodetic Survey in February 1996..
 AY2068
 AY2068.The orthometric height was scaled from a topographic map.
 AY2068
 AY2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2068
 AY2068.The geoid height was determined by GEOID03.
 AY2068
 AY2068;                    North         East     Units Scale Factor Converg.
 AY2068;SPC TXSC     - 4,181,721.678   508,675.005   MT  0.99986600   -0 27 40.8
 AY2068;SPC TXSC     -13,719,531.87  1,668,877.91   sFT  0.99986600   -0 27 40.8
 AY2068;UTM  14      - 3,260,396.589   408,696.178   MT  0.99970286   -0 27 47.9
 AY2068
 AY2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2068!SPC TXSC     -   0.99990994  x   0.99986600  =   0.99977596
 AY2068!UTM  14      -   0.99990994  x   0.99970286  =   0.99961283
 AY2068
 AY2068                          SUPERSEDED SURVEY CONTROL
 AY2068
 AY2068  NAD 83(1986)-  29 28 10.95897(N)    099 56 30.02483(W) AD(       ) 2
 AY2068  NAD 27      -  29 28 10.12224(N)    099 56 28.79950(W) AD(       ) 2
 AY2068
 AY2068.Superseded values are not recommended for survey control.
 AY2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2068.See file dsdata.txt to determine how the superseded data were derived.
 AY2068
 AY2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT0869660397(NAD 83)
 AY2068_MARKER: B = BOLT
 AY2068_SETTING: 66 = SET IN ROCK OUTCROP
 AY2068_SP_SET: SET IN BEDROCK
 AY2068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2068+STABILITY: POSITION/ELEVATION WELL
 AY2068
 AY2068  HISTORY     - Date     Condition        Report By
 AY2068  HISTORY     - 1935     MONUMENTED       CGS
 AY2068  HISTORY     - 1972     GOOD             USGS
 AY2068
 AY2068                          STATION DESCRIPTION
 AY2068
 AY2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY2068'ORIGINAL DESCRIPTION NOT AVAILABLE.  MARK IS A 1-INCH BOLT
 AY2068'SET IN DRILL HOLE IN PROJECTING BEDROCK.  IT IS STAMPED
 AY2068'ON THE BOLT U.S.G.S. TRIANGULATION STATION.  MARK IS 4.8
 AY2068'FEET N OF THE U.S.C. AND G.S. TRIANGULATION STATION CYCAMORE
 AY2068'1924.  THE MARK WAS TIED INTO THAT STATION.
 AY2068'
 AY2068'TO REACH, FOLLOW DIRECTIONS FOR STATION CYCAMORE.
 AY2068
 AY2068                          STATION RECOVERY (1972)
 AY2068
 AY2068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (ILC)
 AY2068'THE STATION IS ABOUT 18 MILES NORTH AND 9 MILES WEST OF UVALDE, 4
 AY2068'MILES EAST AND 3 MILES NORTH OF LAGUNA COMMUNITY, 4 MILES EAST AND 3
 AY2068'MILES NORTH OF STATE HIGHWAY 55, ON THE EAST AND HIGHEST PEAK OF A
 AY2068'ROCK AND BRUSH COVERED SADDLE-SHAPED MOUNTAIN THAT IS THE HIGHEST
 AY2068'POINT IN THE VICINITY.
 AY2068'
 AY2068'TO REACH THE STATION FROM THE POST OFFICE IN UVALDE, GO NORTH ON U.S.
 AY2068'HIGHWAY 83 AND STATE HIGHWAY 55 FOR 2.0 MILES TO WHERE HIGHWAY 55
 AY2068'TURNS LEFT.  TURN LEFT AND GO WEST AND NORTHWEST ON HIGHWAY 55 FOR
 AY2068'17.7 MILES TO A CONCRETE CROSSING ON THE NEUCES RIVER.  CONTINUE
 AY2068'NORTH-NORTHWEST ON HIGHWAY 55 FOR 1.6 MILES TO THE JUNCTION OF
 AY2068'FARM ROAD 334 ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 55 FOR 1.4
 AY2068'MILES TO A PIPE AND WIRE GATE ON THE RIGHT, TURN RIGHT, PASSING
 AY2068'THROUGH GATE AND GO EAST ON A TRACK ROAD 0.5 MILE TO A FORK.  TAKE
 AY2068'THE LEFT FORK, MAIN ROAD, AND GO NORTHEAST FOR 0.7 MILE TO A CATTLE
 AY2068'GUARD.  CROSS CATTLE GUARD AND BEAR LEFT, FORDING A RIVER AND GO
 AY2068'NORTHEAST FOR 0.15 MILE TO A LOCKED GATE, (KEY IS AVAILABLE FROM
 AY2068'HOWARD LANGFORD, P.O.  BOX 22, UVALDE, TEXAS, WHO LEASES THE
 AY2068'PROPERTY THE STATION IS ON.) PASS THROUGH GATE AND GO EAST AND
 AY2068'NORTHEAST ON MAIN ROAD FOR 0.25 MILE TO A CATTLE GUARD.  CROSS
 AY2068'CATTLE GUARD AND CONTINUE NORTHEAST ON MAIN ROAD FOR 0.45 MILE TO A
 AY2068'GATE.  PASS THROUGH GATE AND GO NORTH ON MAIN ROAD FOR 1.6 MILES TO
 AY2068'A GATE, THIS IS JUST PAST A BARN ON THE LEFT.
 AY2068'PASS THROUGH GATE AND CONTINUE NORTH FOR 2.7 MILES TO A GATE.  PASS
 AY2068'THROUGH THE GATE AND GO NORTHEAST FOR 0.2 MILE TO A SIDE ROAD RIGHT.
 AY2068'TURN RIGHT AND GO ABOUT 300 FEET SOUTHEAST ON A TRACK ROAD TO A
 AY2068'GATE.  PASS THROUGH GATE INTO A FARM YARD.  THIS IS THE END OF TRUCK
 AY2068'TRAVEL.  (FROM THIS POINT THE STATION PEAK IS VISIBLE AND WILL APPEAR
 AY2068'SADDLESHAPED.)
 AY2068'PACK EAST, UP A DRAW, FOLLOWING A BARBED WIRE AND WOVEN WIRE FENCE
 AY2068'FOR ABOUT ONE-HALF MILE.  AT THIS POINT LEAVE THE FENCE AND GO
 AY2068'SOUTHEAST, UP STEEPER SLOPE TO THE HIGHEST POINT OF THE EAST PEAK
 AY2068'AND THE STATION.  THIS IS A ONE AND ONE-HALF HOUR PACK.
 AY2068'
 AY2068'CYCAMORE (USGS) IS A COPPER BOLT, 1 INCH IN DIAMETER, STAMPED
 AY2068'U.S.G.S. AND HAS A SMALL TRIANGLE ON IT.  IT IS LEADED IN A DRILL
 AY2068'HOLE IN BED- ROCK AND IS ON THE HIGHEST POINT OF THE PEAK.
 AY2068'
 AY2068'THE MARKS WERE NOT MEASURED BETWEEN DUE TO THE ROUGH TERRAIN.
 AY2068'
 AY2068'IT IS POSSIBLE TO LAND A HELICOPTER ON THE SADDLE ABOUT 300 FEET
 AY2068'NORTHWEST OF THE STATION.
 AY2068'
 AY2068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES NORTHWEST
 AY2068'OF UVALDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2070 ***********************************************************************
 AY2070  DESIGNATION -  CYCAMORE RM 1
 AY2070  PID         -  AY2070
 AY2070  STATE/COUNTY-  TX/UVALDE
 AY2070  USGS QUAD   -  SYCAMORE MOUNTAIN (1971)
 AY2070
 AY2070                         *CURRENT SURVEY CONTROL
 AY2070  ___________________________________________________________________
 AY2070* NAD 83(1993)-  29 28 11.02542(N)    099 56 29.79721(W)     ADJUSTED  
 AY2070* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 AY2070  ___________________________________________________________________
 AY2070  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AY2070  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AY2070
 AY2070  HORZ ORDER  -  SECOND
 AY2070
 AY2070.The horizontal coordinates were established by classical geodetic methods
 AY2070.and adjusted by the National Geodetic Survey in February 1996..
 AY2070
 AY2070.The orthometric height was scaled from a topographic map.
 AY2070
 AY2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2070
 AY2070.The geoid height was determined by GEOID03.
 AY2070
 AY2070;                    North         East     Units Scale Factor Converg.
 AY2070;SPC TXSC     - 4,181,723.602   508,681.628   MT  0.99986600   -0 27 40.7
 AY2070;SPC TXSC     -13,719,538.18  1,668,899.64   sFT  0.99986600   -0 27 40.7
 AY2070;UTM  14      - 3,260,398.512   408,702.799   MT  0.99970285   -0 27 47.8
 AY2070
 AY2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2070!SPC TXSC     -   0.99990994  x   0.99986600  =   0.99977596
 AY2070!UTM  14      -   0.99990994  x   0.99970285  =   0.99961282
 AY2070
 AY2070                          SUPERSEDED SURVEY CONTROL
 AY2070
 AY2070  NAD 83(1986)-  29 28 11.02325(N)    099 56 29.78043(W) AD(       ) 2
 AY2070  NAD 27      -  29 28 10.18662(N)    099 56 28.55434(W) AD(       ) 2
 AY2070
 AY2070.Superseded values are not recommended for survey control.
 AY2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2070.See file dsdata.txt to determine how the superseded data were derived.
 AY2070
 AY2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT0870360399(NAD 83)
 AY2070_MARKER: DS = TRIANGULATION STATION DISK
 AY2070_SETTING: 66 = SET IN ROCK OUTCROP
 AY2070_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 AY2070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2070+STABILITY: POSITION/ELEVATION WELL
 AY2070
 AY2070  HISTORY     - Date     Condition        Report By
 AY2070  HISTORY     - 1924     MONUMENTED       CGS
 AY2070  HISTORY     - 1972     GOOD             NGS
 AY2070
 AY2070                          STATION DESCRIPTION
 AY2070
 AY2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY2070'LOCATED 20 MILES, AIR LINE, NW OF UVALDE, 14 MILES, AIR LINE,
 AY2070'WSW OF CONCAN, AND 10 MILES, AIR LINE, SW OF REAGAN WELLS,
 AY2070'ON THE E END OF A HIGH, ROCKY HILL IN THE LANDRUM PASTURE,
 AY2070'ABOUT 1 MILE SE OF A SMALL UNPAINTED RANCH HOUSE.  IT IS ON
 AY2070'A BARE, ROCKY HILL, ON THE E AND HIGHEST END OF A SADDLE
 AY2070'PEAK.
 AY2070'
 AY2070'REFERENCE MARK 1
 AY2070'IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH WITH THE
 AY2070'GROUND.  STAMPED CYCAMORE NO 1 1924.
 AY2070
 AY2070                          STATION RECOVERY (1972)
 AY2070
 AY2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2070'THE STATION IS ABOUT 18 MILES NORTH AND 9 MILES WEST OF UVALDE, 4
 AY2070'MILES EAST AND 3 MILES NORTH OF LAGUNA COMMUNITY, 4 MILES EAST AND 3
 AY2070'MILES NORTH OF STATE HIGHWAY 55, ON THE EAST AND HIGHEST PEAK OF A
 AY2070'ROCK AND BRUSH COVERED SADDLE-SHAPED MOUNTAIN THAT IS THE HIGHEST
 AY2070'POINT IN THE VICINITY.
 AY2070'
 AY2070'TO REACH THE STATION FROM THE POST OFFICE IN UVALDE, GO NORTH ON U.S.
 AY2070'HIGHWAY 83 AND STATE HIGHWAY 55 FOR 2.0 MILES TO WHERE HIGHWAY 55
 AY2070'TURNS LEFT.  TURN LEFT AND GO WEST AND NORTHWEST ON HIGHWAY 55 FOR
 AY2070'17.7 MILES TO A CONCRETE CROSSING ON THE NEUCES RIVER.  CONTINUE
 AY2070'NORTH-NORTHWEST ON HIGHWAY 55 FOR 1.6 MILES TO THE JUNCTION OF
 AY2070'FARM ROAD 334 ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 55 FOR 1.4
 AY2070'MILES TO A PIPE AND WIRE GATE ON THE RIGHT, TURN RIGHT, PASSING
 AY2070'THROUGH GATE AND GO EAST ON A TRACK ROAD 0.5 MILE TO A FORK.  TAKE
 AY2070'THE LEFT FORK, MAIN ROAD, AND GO NORTHEAST FOR 0.7 MILE TO A CATTLE
 AY2070'GUARD.  CROSS CATTLE GUARD AND BEAR LEFT, FORDING A RIVER AND GO
 AY2070'NORTHEAST FOR 0.15 MILE TO A LOCKED GATE, (KEY IS AVAILABLE FROM
 AY2070'HOWARD LANGFORD, P.O. BOX 22, UVALDE, TEXAS, WHO LEASES THE
 AY2070'PROPERTY THE STATION IS ON.) PASS THROUGH GATE AND GO EAST AND
 AY2070'NORTHEAST ON MAIN ROAD FOR 0.25 MILE TO A CATTLE GUARD.  CROSS
 AY2070'CATTLE GUARD AND CONTINUE NORTHEAST ON MAIN ROAD FOR 0.45 MILE TO
 AY2070'A GATE.  PASS THROUGH GATE AND GO NORTH ON MAIN ROAD FOR 1.6 MILES
 AY2070'TO A GATE, THIS IS JUST PAST A BARN ON THE LEFT.  PASS THROUGH GATE
 AY2070'AND CONTINUE NORTH FOR 2.7 MILES TO A GATE.  PASS THROUGH THE GATE
 AY2070'AND GO NORTHEAST FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 AY2070'GO ABOUT 300 FEET SOUTHEAST ON A TRACK ROAD TO A GATE.  PASS THROUGH
 AY2070'GATE INTO A FARM YARD.  THIS IS THE END OF TRUCK TRAVEL.  (FROM THIS
 AY2070'POINT THE STATION PEAK IS VISIBLE AND WILL APPEAR
 AY2070'SADDELESHAPED.)
 AY2070'PACK EAST, UP A DRAW, FOLLOWING A BARBED WIRE AND WOVEN WIRE
 AY2070'FENCE FOR ABOUT ONE-HALF MILE.  AT THIS POINT LEAVE THE FENCE AND GO
 AY2070'SOUTHEAST, UP STEEPER SLOPE TO THE HIGHEST POINT OF THE EAST PEAK
 AY2070'AND THE STATION.  THIS IS A ONE AND ONE-HALF HOUR PACK.
 AY2070'
 AY2070'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CYCAMORE NO 1 1924,
 AY2070'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2069 ***********************************************************************
 AY2069  DESIGNATION -  CYCAMORE RM 2
 AY2069  PID         -  AY2069
 AY2069  STATE/COUNTY-  TX/UVALDE
 AY2069  USGS QUAD   -  SYCAMORE MOUNTAIN (1971)
 AY2069
 AY2069                         *CURRENT SURVEY CONTROL
 AY2069  ___________________________________________________________________
 AY2069* NAD 83(1993)-  29 28 11.16282(N)    099 56 30.03632(W)     ADJUSTED  
 AY2069* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 AY2069  ___________________________________________________________________
 AY2069  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AY2069  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AY2069
 AY2069  HORZ ORDER  -  SECOND
 AY2069
 AY2069.The horizontal coordinates were established by classical geodetic methods
 AY2069.and adjusted by the National Geodetic Survey in February 1996..
 AY2069
 AY2069.The orthometric height was scaled from a topographic map.
 AY2069
 AY2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2069
 AY2069.The geoid height was determined by GEOID03.
 AY2069
 AY2069;                    North         East     Units Scale Factor Converg.
 AY2069;SPC TXSC     - 4,181,727.883   508,675.220   MT  0.99986600   -0 27 40.8
 AY2069;SPC TXSC     -13,719,552.23  1,668,878.62   sFT  0.99986600   -0 27 40.8
 AY2069;UTM  14      - 3,260,402.794   408,696.393   MT  0.99970286   -0 27 47.9
 AY2069
 AY2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2069!SPC TXSC     -   0.99990994  x   0.99986600  =   0.99977596
 AY2069!UTM  14      -   0.99990994  x   0.99970286  =   0.99961283
 AY2069
 AY2069                          SUPERSEDED SURVEY CONTROL
 AY2069
 AY2069  NAD 83(1986)-  29 28 11.16018(N)    099 56 30.01949(W) AD(       ) 2
 AY2069  NAD 27      -  29 28 10.32149(N)    099 56 28.79359(W) AD(       ) 2
 AY2069
 AY2069.Superseded values are not recommended for survey control.
 AY2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2069.See file dsdata.txt to determine how the superseded data were derived.
 AY2069
 AY2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT0869660403(NAD 83)
 AY2069_MARKER: DS = TRIANGULATION STATION DISK
 AY2069_SETTING: 66 = SET IN ROCK OUTCROP
 AY2069_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 AY2069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2069+STABILITY: POSITION/ELEVATION WELL
 AY2069
 AY2069  HISTORY     - Date     Condition        Report By
 AY2069  HISTORY     - 1924     MONUMENTED       CGS
 AY2069  HISTORY     - 1972     GOOD             NGS
 AY2069
 AY2069                          STATION DESCRIPTION
 AY2069
 AY2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY2069'LOCATED 20 MILES, AIR LINE, NW OF UVALDE, 14 MILES, AIR LINE,
 AY2069'WSW OF CONCAN, AND 10 MILES, AIR LINE, SW OF REAGAN WELLS,
 AY2069'ON THE E END OF A HIGH, ROCKY HILL IN THE LANDRUM PASTURE,
 AY2069'ABOUT 1 MILE SE OF A SMALL UNPAINTED RANCH HOUSE.  IT IS ON
 AY2069'A BARE, ROCKY HILL, ON THE E AND HIGHEST END OF A SADDLE
 AY2069'PEAK.
 AY2069'
 AY2069'REFERENCE MARK 2
 AY2069'IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH WITH THE
 AY2069'GROUND.  STAMPED CYCAMORE NO 2 1924.
 AY2069
 AY2069                          STATION RECOVERY (1972)
 AY2069
 AY2069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2069'THE STATION IS ABOUT 18 MILES NORTH AND 9 MILES WEST OF UVALDE, 4
 AY2069'MILES EAST AND 3 MILES NORTH OF LAGUNA COMMUNITY, 4 MILES EAST AND 3
 AY2069'MILES NORTH OF STATE HIGHWAY 55, ON THE EAST AND HIGHEST PEAK OF A
 AY2069'ROCK AND BRUSH COVERED SADDLE-SHAPED MOUNTAIN THAT IS THE HIGHEST
 AY2069'POINT IN THE VICINITY.
 AY2069'
 AY2069'TO REACH THE STATION FROM THE POST OFFICE IN UVALDE, GO NORTH ON U.S.
 AY2069'HIGHWAY 83 AND STATE HIGHWAY 55 FOR 2.0 MILES TO WHERE HIGHWAY 55
 AY2069'TURNS LEFT.  TURN LEFT AND GO WEST AND NORTHWEST ON HIGHWAY 55 FOR
 AY2069'17.7 MILES TO A CONCRETE CROSSING ON THE NEUCES RIVER.  CONTINUE
 AY2069'NORTH-NORTHWEST ON HIGHWAY 55 FOR 1.6 MILES TO THE JUNCTION OF
 AY2069'FARM ROAD 334 ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 55 FOR 1.4
 AY2069'MILES TO A PIPE AND WIRE GATE ON THE RIGHT, TURN RIGHT, PASSING
 AY2069'THROUGH GATE AND GO EAST ON A TRACK ROAD FOR 0.5 MILE TO A FORK.
 AY2069'TAKE THE LEFT FORK, MAIN ROAD, AND GO NORTHEAST FOR 0.7 MILE TO A
 AY2069'CATTLE GUARD.  CROSS CATTLE GUARD AND BEAR LEFT, FORDING A RIVER
 AY2069'AND GO NORTHEAST FOR 0.15 MILE TO A LOCKED GATE, (KEY IS
 AY2069'AVAILABLE FROM HOWARD LANGFORD, P.O. BOX 22, UVALDE, TEXAS, WHO
 AY2069'LEASES THE PROPERTY THE STATION IS ON.) PASS THROUGH GATE AND GO
 AY2069'EAST AND NORTHEAST ON MAIN ROAD FOR 0.25 MILE TO A CATTLE GUARD.
 AY2069'CROSS CATTLE GUARD AND CONTINUE NORTHEAST ON MAIN ROAD FOR
 AY2069'0.45 MILE TO A GATE.  PASS THROUGH GATE AND GO NORTH ON MAIN ROAD FOR
 AY2069'1.6 MILES TO A GATE, THIS IS JUST PAST A BARN ON THE LEFT.
 AY2069'
 AY2069'PASS THROUGH GATE AND CONTINUE NORTH FOR 2.7 MILES TO
 AY2069'A GATE.  PASS THROUGH THE GATE AND GO NORTHEAST FOR 0.2 MILE TO A
 AY2069'SIDE ROAD RIGHT.  TURN RIGHT AND GO ABOUT 300 FEET SOUTHEAST ON A
 AY2069'TRACK ROAD TO A GATE.  PASS THROUGH GATE INTO A FARM YARD.  THIS
 AY2069'IS THE END OF TRUCK TRAVEL.  (FROM THIS POINT THE STATION PEAK IS
 AY2069'VISIBLE AND WILL APPEAR SADDLE-SHAPED.) PACK EAST, UP A DRAW,
 AY2069'FOLLOWING A BARBED WIRE AND WOVEN WIRE FENCE FOR ABOUT
 AY2069'ONE-HALF MILE.  AT THIS POINT LEAVE THE FENCE AND GO SOUTHEAST, UP
 AY2069'STEEPER SLOPE TO THE HIGHEST POINT OF THE EAST PEAK AND THE
 AY2069'STATION.  THIS IS A ONE AND ONE-HALF HOUR PACK.
 AY2069'
 AY2069'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CYCAMORE NO 2 1924,
 AY2069'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2634 ***********************************************************************
 BY2634  DESIGNATION -  CYCLONE HILL LOOKOUT TOWER
 BY2634  PID         -  BY2634
 BY2634  STATE/COUNTY-  TX/ANGELINA
 BY2634  USGS QUAD   -  BOYKIN SPRING (1984)
 BY2634
 BY2634                         *CURRENT SURVEY CONTROL
 BY2634  ___________________________________________________________________
 BY2634* NAD 83(1993)-  31 05 16.91714(N)    094 15 09.46670(W)     ADJUSTED  
 BY2634* NAVD 88     -                                                        
 BY2634  ___________________________________________________________________
 BY2634  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BY2634  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BY2634
 BY2634  HORZ ORDER  -  THIRD
 BY2634
 BY2634.The horizontal coordinates were established by classical geodetic methods
 BY2634.and adjusted by the National Geodetic Survey in February 1996..
 BY2634
 BY2634
 BY2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2634
 BY2634.The geoid height was determined by GEOID03.
 BY2634
 BY2634;                    North         East     Units Scale Factor Converg.
 BY2634;SPC TX C     - 3,173,417.338 1,279,842.135   MT  0.99988288   +3 07 54.9
 BY2634;SPC TX C     -10,411,453.38  4,198,948.74   sFT  0.99988288   +3 07 54.9
 BY2634;UTM  15      - 3,440,032.666   380,521.903   MT  0.99977608   -0 38 48.8
 BY2634
 BY2634                          SUPERSEDED SURVEY CONTROL
 BY2634
 BY2634  NAD 83(1986)-  31 05 16.92910(N)    094 15 09.46024(W) AD(       ) 4
 BY2634  NAD 27      -  31 05 16.23300(N)    094 15 08.75400(W) AD(       ) 3
 BY2634
 BY2634.Superseded values are not recommended for survey control.
 BY2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2634.See file dsdata.txt to determine how the superseded data were derived.
 BY2634
 BY2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ8052240033(NAD 83)
 BY2634_MARKER: 57 = LOOKOUT TOWER
 BY2634
 BY2634  HISTORY     - Date     Condition        Report By
 BY2634  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2634
 BY2634                          STATION DESCRIPTION
 BY2634
 BY2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2634'THE STATION IS LOCATED ABOUT 16 MILES WEST-NORTHWEST OF
 BY2634'JASPER AND ABOUT 12 MILES SOUTHEAST OF ZAVALLA.  IT IS SITUATED
 BY2634'ON THE CREST OF A RIDGE (TIMBER COVERED) IN THE ANGELINA
 BY2634'NATIONAL FOREST RESERVE.  IT IS A FOUR LEGGED STEEL STRUCTURE
 BY2634'WITH A GLASS INCLOSED CAB MOUNTED ON TOP.  OBSERVATIONS WERE
 BY2634'MADE ON THE APEX OF THE CAB ROOF.  THE OVERALL HEIGHT IS
 BY2634'ABOUT 110 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6665 ***********************************************************************
 AW6665  DESIGNATION -  CYNTHIA
 AW6665  PID         -  AW6665
 AW6665  STATE/COUNTY-  TX/HARRIS
 AW6665  USGS QUAD   -  SETTEGAST (1995)
 AW6665
 AW6665                         *CURRENT SURVEY CONTROL
 AW6665  ___________________________________________________________________
 AW6665* NAD 83(1993)-  29 46 10.83065(N)    095 15 03.60993(W)     ADJUSTED  
 AW6665* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AW6665  ___________________________________________________________________
 AW6665  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6665  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6665
 AW6665  HORZ ORDER  -  FIRST
 AW6665
 AW6665.The horizontal coordinates were established by classical geodetic methods
 AW6665.and adjusted by the National Geodetic Survey in February 1996..
 AW6665
 AW6665.The orthometric height was scaled from a topographic map.
 AW6665
 AW6665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6665
 AW6665.The geoid height was determined by GEOID03.
 AW6665
 AW6665;                    North         East     Units Scale Factor Converg.
 AW6665;SPC TXSC     - 4,220,409.701   962,457.921   MT  0.99989193   +1 50 12.1
 AW6665;SPC TXSC     -13,846,460.83  3,157,664.03   sFT  0.99989193   +1 50 12.1
 AW6665;UTM  15      - 3,295,387.286   282,367.815   MT  1.00018442   -1 07 05.1
 AW6665
 AW6665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6665!SPC TXSC     -   1.00000255  x   0.99989193  =   0.99989448
 AW6665!UTM  15      -   1.00000255  x   1.00018442  =   1.00018697
 AW6665
 AW6665|---------------------------------------------------------------------|
 AW6665| PID    Reference Object                     Distance      Geod. Az  |
 AW6665|                                                           dddmmss.s |
 AW6665| CV7076 CYNTHIA RM 1                         27.235 METERS 08748     |
 AW6665| CV7077 CYNTHIA RM 2                         22.045 METERS 16036     |
 AW6665| CV7075 CYNTHIA AZ MK                                      3551354.3 |
 AW6665|---------------------------------------------------------------------|
 AW6665
 AW6665                          SUPERSEDED SURVEY CONTROL
 AW6665
 AW6665  NAD 83(1986)-  29 46 10.84540(N)    095 15 03.59073(W) AD(       ) 1
 AW6665  NAD 27      -  29 46 10.02743(N)    095 15 02.82519(W) AD(       ) 1
 AW6665
 AW6665.Superseded values are not recommended for survey control.
 AW6665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6665.See file dsdata.txt to determine how the superseded data were derived.
 AW6665
 AW6665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8236895387(NAD 83)
 AW6665_MARKER: DS = TRIANGULATION STATION DISK
 AW6665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6665
 AW6665  HISTORY     - Date     Condition        Report By
 AW6665  HISTORY     - 1968     MONUMENTED       CGS
 AW6665
 AW6665                          STATION DESCRIPTION
 AW6665
 AW6665'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6665'THE STATION IS LOCATED IN THE JACINTO CITY PARK IN THE WEST EDGE
 AW6665'OF JACINTO CITY, ABOUT 7 MILES EAST OF THE CENTER OF HOUSTON AND
 AW6665'2-1/2 MILES NORTH-NORTHWEST OF GALENA PARK.
 AW6665'
 AW6665'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AW6665'MECURY AVENUE IN THE NORTHWEST EDGE OF JACINTO CITY, GO SOUTH ON
 AW6665'MECURY AVENUE FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 AW6665'GO WEST ON CYNTHIA STREET FOR 0.2 MILE TO A T-ROAD (OATES ROAD) AND
 AW6665'THE STATION IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 AW6665'
 AW6665'THE STATION MARK IS A STANDARD DISK STAMPED CYNTHIA 1968, SET IN
 AW6665'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6665'GROUND.  IT IS 102 FEET NORTH OF THE CENTER OF CYNTHIA STREET, 58
 AW6665'FEET EAST OF THE CENTER OF OATES ROAD, 54 FEET NORTH-NORTHEAST OF
 AW6665'POWER POLE NO. 26 AND 54 FEET WEST-SOUTHWEST OF A METAL STREET
 AW6665'LAMP POLE.
 AW6665'
 AW6665'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CYNTHIA NO 1 1968, SET
 AW6665'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6665'GROUND.  IT IS 105 FEET NORTH OF THE CENTER OF CYNTHIA STREET, 73.6
 AW6665'FEET WEST-SOUTHWEST OF A METAL STREET LAMP POLE, 71.7 FEET NORTH
 AW6665'OF A CABLE FENCE AND 40 FEET EAST-SOUTHEAST OF THE METAL STREET
 AW6665'LAMP POLE.
 AW6665'
 AW6665'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CYNTHIA NO 2 1968, SET
 AW6665'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6665'2 INCHES ABOVE THE GROUND.  IT IS 50 FEET EAST-SOUTHEAST OF POWER
 AW6665'LINE POLE NO. 26, 33 FEET NORTH OF THE CENTER OF CYNTHIA STREET,
 AW6665'22 FEET EAST OF THE WEST END OF THE CABLE FENCE AND 1 FOOT NORTH
 AW6665'OF THE CABLE FENCE.
 AW6665'
 AW6665'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CYNTHIA 1968, CEMENTED
 AW6665'IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE STORM DRAIN WHICH
 AW6665'PROJECTS 8 INCHES ABOVE THE ROAD SURFACE.  IT IS 25 FEET WEST OF
 AW6665'THE CENTER OF OATES ROAD, 4.4 FEET EAST OF A METAL WITNESS POST AND
 AW6665'3.7 FEET SOUTH OF THE NORTH END OF THE CONCRETE STORM DRAIN.
 AW6665'
 AW6665'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON OATES ROAD
 AW6665'FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 AW6665'
 AW6665'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1083 ***********************************************************************
 CR1083  DESIGNATION -  CYPRESS
 CR1083  PID         -  CR1083
 CR1083  STATE/COUNTY-  TX/MARION
 CR1083  USGS QUAD   -  MARSHALL NW (1978)
 CR1083
 CR1083                         *CURRENT SURVEY CONTROL
 CR1083  ___________________________________________________________________
 CR1083* NAD 83(1993)-  32 43 28.45660(N)    094 23 22.40903(W)     ADJUSTED  
 CR1083* NAVD 88     -       106.67   (+/-2cm)     350.0    (feet)  VERTCON   
 CR1083  ___________________________________________________________________
 CR1083  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 CR1083  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CR1083
 CR1083  HORZ ORDER  -  SECOND
 CR1083  VERT ORDER  -  THIRD ? (See Below)
 CR1083
 CR1083.The horizontal coordinates were established by classical geodetic methods
 CR1083.and adjusted by the National Geodetic Survey in February 1996..
 CR1083
 CR1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1083.The vertical order pertains to the NGVD 29 superseded value.
 CR1083
 CR1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1083
 CR1083.The geoid height was determined by GEOID03.
 CR1083
 CR1083;                    North         East     Units Scale Factor Converg.
 CR1083;SPC TXNC     - 2,124,847.466   985,181.953   MT  0.99988881   +2 14 30.5
 CR1083;SPC TXNC     - 6,971,270.39  3,232,217.79   sFT  0.99988881   +2 14 30.5
 CR1083;UTM  15      - 3,621,607.273   369,786.115   MT  0.99980907   -0 45 04.7
 CR1083
 CR1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1083!SPC TXNC     -   0.99998741  x   0.99988881  =   0.99987622
 CR1083!UTM  15      -   0.99998741  x   0.99980907  =   0.99979648
 CR1083
 CR1083|---------------------------------------------------------------------|
 CR1083| PID    Reference Object                     Distance      Geod. Az  |
 CR1083|                                                           dddmmss.s |
 CR1083| CX5677 CYPRESS RM 1                         35.963 METERS 05657     |
 CR1083| CX5676 CYPRESS AZ MK                                      0635039.0 |
 CR1083| CX5678 CYPRESS RM 2                         40.185 METERS 15637     |
 CR1083| CR1075 MARSHALL RAD STA KMHT MAST          APPROX.18.2 KM 1685401.8 |
 CR1083| CR1078 MARSHALL N MUNICIPAL TANK           APPROX.18.3 KM 1722249.3 |
 CR1083| CR1079 MARSHALL S MUNICIPAL TANK           APPROX.21.0 KM 1722927.0 |
 CR1083|---------------------------------------------------------------------|
 CR1083
 CR1083                          SUPERSEDED SURVEY CONTROL
 CR1083
 CR1083  NAD 83(1986)-  32 43 28.46334(N)    094 23 22.39744(W) AD(       ) 2
 CR1083  NAD 27      -  32 43 27.95870(N)    094 23 21.69780(W) AD(       ) 2
 CR1083  NGVD 29 (07/19/86)  106.72   (m)          350.1    (f) LEVELING    3  
 CR1083
 CR1083.Superseded values are not recommended for survey control.
 CR1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1083.See file dsdata.txt to determine how the superseded data were derived.
 CR1083
 CR1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS6978621607(NAD 83)
 CR1083_MARKER: DS = TRIANGULATION STATION DISK
 CR1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1083
 CR1083  HISTORY     - Date     Condition        Report By
 CR1083  HISTORY     - 1957     MONUMENTED       CGS
 CR1083  HISTORY     - 1974     GOOD             TXHD
 CR1083  HISTORY     - 1978     SEE DESCRIPTION  LOCENG
 CR1083
 CR1083                          STATION DESCRIPTION
 CR1083
 CR1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1083'THE STATION IS LOCATED ON A HIGH BARE RIDGE ABOUT 12 MILES
 CR1083'NORTH OF MARSHALL AND 3.5 MILES SOUTHWEST OF JEFFERSON.  THERE
 CR1083'IS HIGHER GROUND ABOUT 100 YARDS NORTHWEST OF THE STATION.
 CR1083'IT IS 202 FEET NORTHWEST OF THE CENTER OF FARM ROAD 2265,
 CR1083'132 FEET NORTHWEST OF A FENCE LINE AND 84 FEET SOUTHWEST OF
 CR1083'A LONE CHIMNEY.  THE MARK PROJECTS 5 INCHES ABOVE THE SURFACE
 CR1083'OF THE GROUND AND IS STAMPED CYPRESS 1957.
 CR1083'
 CR1083'REFERENCE MARK NO. 1 IS 37 FEET NORTH OF A LONE CHIMNEY.  THE
 CR1083'MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1083'STAMPED CYPRESS NO 1 1957.
 CR1083'
 CR1083'REFERENCE MARK NO. 2 IS 70 FEET NORTHWEST OF THE CENTER OF
 CR1083'FARM ROAD 2265 AND 1 FOOT SOUTHWEST OF A FENCE LINE.  THE
 CR1083'MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND
 CR1083'IS STAMPED CYPRESS NO 2 1957.
 CR1083'
 CR1083'THE AZIMUTH MARK IS 50 FEET NORTH OF THE CENTER OF FARM ROAD
 CR1083'2265, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH
 CR1083'OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE
 CR1083'OF THE GROUND AND IS STAMPED CYPRESS 1957.
 CR1083'
 CR1083'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 CR1083'AND TEXAS STATE HIGHWAY 49 IN JEFFERSON GO SOUTH ON U.S.
 CR1083'HIGHWAY 59 FOR 2 MILES TO THE JUNCTION WITH FARM ROAD 2265.
 CR1083'TURN RIGHT ON FARM ROAD 2265 AND GO 1.7 MILES TO THE AZIMUTH
 CR1083'MARK ON THE RIGHT AS DESCRIBED.  FROM THE AZIMUTH MARK CONTINUE
 CR1083'STRAIGHT AHEAD ON FARM ROAD 2265 FOR 0.8 MILE TO THE STATION
 CR1083'ON THE RIGHT AS DESCRIBED.
 CR1083'
 CR1083'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CR1083
 CR1083                          STATION RECOVERY (1974)
 CR1083
 CR1083'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (CLJ)
 CR1083'CYPRESS 1957-GOOD
 CR1083'
 CR1083'R.M. 1-GOOD
 CR1083'
 CR1083'AZ. MK. AND R.M. 2-NOT SEARCHED FOR
 CR1083'
 CR1083'1958 DESCRIPTION IS ADEQUATE FOR RECOVERING STATION.  LONE
 CR1083'CHIMNEY IS NOW GONE, BUT ITS FOUNDATION IS STILL VISIBLE.
 CR1083
 CR1083                          STATION RECOVERY (1978)
 CR1083
 CR1083'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (LJS)
 CR1083'CYPRESS 1957 I FOUND THIS MONUMENT TO BE DAMAGED WITH THE BRASS DISC
 CR1083'REMOVED.
 CR1083'
 CR1083'DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES NORTH MARSHALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4618 ***********************************************************************
 AW4618  DESIGNATION -  CYPRESS AZ
 AW4618  PID         -  AW4618
 AW4618  STATE/COUNTY-  TX/HARRIS
 AW4618  USGS QUAD   -  CYPRESS (1995)
 AW4618
 AW4618                         *CURRENT SURVEY CONTROL
 AW4618  ___________________________________________________________________
 AW4618* NAD 83(1986)-  29 58 27.     (N)    095 42 17.     (W)     SCALED    
 AW4618* NAVD 88     -        46.79   (+/-2cm)     153.5    (feet)  VERTCON   
 AW4618  ___________________________________________________________________
 AW4618  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW4618
 AW4618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4618
 AW4618.The horizontal coordinates were scaled from a topographic map and have
 AW4618.an estimated accuracy of +/- 6 seconds.
 AW4618
 AW4618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4618.The vertical order pertains to the NGVD 29 superseded value.
 AW4618
 AW4618.The geoid height was determined by GEOID03.
 AW4618
 AW4618;                    North         East    Units  Estimated Accuracy
 AW4618;SPC TXSC     - 4,241,750.      917,970.      MT  (+/- 180 meters Scaled)
 AW4618
 AW4618                          SUPERSEDED SURVEY CONTROL
 AW4618
 AW4618  NGVD 29 (??/??/92)   46.784  (m)          153.49   (f) ADJ UNCH    2 0
 AW4618
 AW4618.Superseded values are not recommended for survey control.
 AW4618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4618.See file dsdata.txt to determine how the superseded data were derived.
 AW4618
 AW4618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP390190(NAD 83)
 AW4618_MARKER: DZ = AZIMUTH MARK DISK
 AW4618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4618_STAMPING: CYPRESS 1952
 AW4618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4618+STABILITY: SURFACE MOTION
 AW4618
 AW4618  HISTORY     - Date     Condition        Report By
 AW4618  HISTORY     - 1952     MONUMENTED       CGS
 AW4618  HISTORY     - 1954     GOOD             NGS
 AW4618
 AW4618                          STATION DESCRIPTION
 AW4618
 AW4618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4618'0.6 MI NW FROM CYPRESS.
 AW4618'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4618'CYPRESS, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 56 FEET
 AW4618'NORTHEAST OF THE NORTHEAST RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD,
 AW4618'1.5 FEET NORTHEAST OF A WITNESS POST, 0.25 MILE SOUTHWEST OF
 AW4618'TRIANGULATION STATION CYPRESS 1952, SET IN THE TOP OF A CONCRETE POST
 AW4618'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5523 ***********************************************************************
 AW5523  DESIGNATION -  CYPRESS AZ MK 3
 AW5523  PID         -  AW5523
 AW5523  STATE/COUNTY-  TX/HARRIS
 AW5523  USGS QUAD   -  CYPRESS (1995)
 AW5523
 AW5523                         *CURRENT SURVEY CONTROL
 AW5523  ___________________________________________________________________
 AW5523* NAD 83(1986)-  29 58 24.     (N)    095 42 15.     (W)     SCALED    
 AW5523* NAVD 88     -        46.277  (meters)     151.83   (feet)  ADJUSTED  
 AW5523  ___________________________________________________________________
 AW5523  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW5523  DYNAMIC HT  -          46.214 (meters)     151.62  (feet)  COMP
 AW5523  MODELED GRAV-     979,286.1   (mgal)                       NAVD 88
 AW5523
 AW5523  VERT ORDER  -  FIRST     CLASS II
 AW5523
 AW5523.The horizontal coordinates were scaled from a topographic map and have
 AW5523.an estimated accuracy of +/- 6 seconds.
 AW5523
 AW5523.The orthometric height was determined by differential leveling
 AW5523.and adjusted by the National Geodetic Survey in June 1991..
 AW5523
 AW5523.The geoid height was determined by GEOID03.
 AW5523
 AW5523.The dynamic height is computed by dividing the NAVD 88
 AW5523.geopotential number by the normal gravity value computed on the
 AW5523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5523.degrees latitude (g = 980.6199 gals.).
 AW5523
 AW5523.The modeled gravity was interpolated from observed gravity values.
 AW5523
 AW5523;                    North         East    Units  Estimated Accuracy
 AW5523;SPC TXSC     - 4,241,660.      918,020.      MT  (+/- 180 meters Scaled)
 AW5523
 AW5523                          SUPERSEDED SURVEY CONTROL
 AW5523
 AW5523  NGVD 29 (12/23/87)   46.270  (m)          151.80   (f) ADJUSTED    1 2
 AW5523
 AW5523.Superseded values are not recommended for survey control.
 AW5523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5523.See file dsdata.txt to determine how the superseded data were derived.
 AW5523
 AW5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP390189(NAD 83)
 AW5523_MARKER: DZ = AZIMUTH MARK DISK
 AW5523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5523_SP_SET: CONCRETE POST
 AW5523_STAMPING: CYPRESS 1952 1976
 AW5523_MARK LOGO: NGS   
 AW5523_PROJECTION: PROJECTING 15 CENTIMETERS
 AW5523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5523+STABILITY: SURFACE MOTION
 AW5523
 AW5523  HISTORY     - Date     Condition        Report By
 AW5523  HISTORY     - 1976     MONUMENTED       NGS
 AW5523  HISTORY     - 1986     GOOD             NGS
 AW5523  HISTORY     - 1990     POOR             USPSQD
 AW5523
 AW5523                          STATION DESCRIPTION
 AW5523
 AW5523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5523'0.8 KM (0.5 MI) NW FROM CYPRESS.
 AW5523'0.8 KM (0.5 MI) NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION
 AW5523'WITH SPRING-CYPRESS ROAD IN CYPRESS, 79.3 M (260 FT) FROM THE CENTER
 AW5523'OF A SURFACE ROAD LEADING SOUTH ACROSS RAILROAD TRACKS, 38.7 M
 AW5523'(127 FT) WEST OF A TELEPHONE POLE 24.4 M (80 FT) EAST OF A TELEPHONE
 AW5523'POLE, 18 M (59 FT) SOUTH OF THE CENTERLINE OF US HIGHWAY 290, 14.9 M
 AW5523'(49 FT) NORTH OF THE NORTH RAIL OF THE TRACKS.
 AW5523'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AW5523
 AW5523                          STATION RECOVERY (1990)
 AW5523
 AW5523'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW5523'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6924 ***********************************************************************
 AW6924  DESIGNATION -  CYPRESS KKE 702 RAD MAST
 AW6924  PID         -  AW6924
 AW6924  STATE/COUNTY-  TX/HARRIS
 AW6924  USGS QUAD   -  CYPRESS (1995)
 AW6924
 AW6924                         *CURRENT SURVEY CONTROL
 AW6924  ___________________________________________________________________
 AW6924* NAD 83(1993)-  29 59 23.89002(N)    095 39 26.55590(W)     ADJUSTED  
 AW6924* NAVD 88     -                                                        
 AW6924  ___________________________________________________________________
 AW6924  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW6924  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AW6924
 AW6924  HORZ ORDER  -  THIRD
 AW6924
 AW6924.The horizontal coordinates were established by classical geodetic methods
 AW6924.and adjusted by the National Geodetic Survey in February 1996..
 AW6924
 AW6924
 AW6924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6924
 AW6924.The geoid height was determined by GEOID03.
 AW6924
 AW6924;                    North         East     Units Scale Factor Converg.
 AW6924;SPC TXSC     - 4,243,626.010   922,482.725   MT  0.99992842   +1 38 15.3
 AW6924;SPC TXSC     -13,922,629.67  3,026,512.07   sFT  0.99992842   +1 38 15.3
 AW6924;UTM  15      - 3,320,646.940   243,630.083   MT  1.00041098   -1 19 44.4
 AW6924
 AW6924                          SUPERSEDED SURVEY CONTROL
 AW6924
 AW6924  NAD 83(1986)-  29 59 23.90498(N)    095 39 26.53783(W) AD(       ) 4
 AW6924  NAD 27      -  29 59 23.10506(N)    095 39 25.73827(W) AD(       ) 3
 AW6924
 AW6924.Superseded values are not recommended for survey control.
 AW6924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6924.See file dsdata.txt to determine how the superseded data were derived.
 AW6924
 AW6924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4363020647(NAD 83)
 AW6924_MARKER: 42 = RADIO/TV MAST
 AW6924
 AW6924  HISTORY     - Date     Condition        Report By
 AW6924  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6924
 AW6924                          STATION DESCRIPTION
 AW6924
 AW6924'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6924'THE STATION IS LOCATED AT THE CYPRESS STATION NO. 31 OF THE
 AW6924'TRUNKLINE GAS COMPANY, ABOUT 6 MILES NORTHWEST OF FAIRBANKS AND 3
 AW6924'MILES EAST-NORTHEAST OF CYPRESS.
 AW6924'
 AW6924'TO REACH THE STATION FROM THE POST OFFICE IN CYPRESS, GO NORTHWEST
 AW6924'ON U.S. HIGHWAY 290 FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 AW6924'GO NORTH AND NORTHEAST ON THE SPRING-CYPRESS ROAD FOR 2.85 MILES TO
 AW6924'A CROSSROAD.  TURN LEFT AND GO NORTHWEST ON HUFFMEISTER ROAD FOR
 AW6924'0.2 MILE TO THE STATION ON THE RIGHT.
 AW6924'
 AW6924'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6924'CABLES AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE
 AW6924'MAST HAS AN OVER-ALL HEIGHT OF 305 FEET.
 AW6924'
 AW6924'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0906 ***********************************************************************
 BY0906  DESIGNATION -  CYPRESS LAKE
 BY0906  PID         -  BY0906
 BY0906  STATE/COUNTY-  TX/ANGELINA
 BY0906  USGS QUAD   -  BALD HILL (1980)
 BY0906
 BY0906                         *CURRENT SURVEY CONTROL
 BY0906  ___________________________________________________________________
 BY0906* NAD 83(1986)-  31 08 29.     (N)    094 42 43.     (W)     SCALED    
 BY0906* NAVD 88     -        70.70   (+/-2cm)     232.0    (feet)  VERTCON   
 BY0906  ___________________________________________________________________
 BY0906  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BY0906
 BY0906  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0906
 BY0906.The horizontal coordinates were scaled from a topographic map and have
 BY0906.an estimated accuracy of +/- 6 seconds.
 BY0906
 BY0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0906.The vertical order pertains to the NGVD 29 superseded value.
 BY0906
 BY0906.The geoid height was determined by GEOID03.
 BY0906
 BY0906;                    North         East    Units  Estimated Accuracy
 BY0906;SPC TX C     - 3,177,020.    1,235,780.      MT  (+/- 180 meters Scaled)
 BY0906
 BY0906                          SUPERSEDED SURVEY CONTROL
 BY0906
 BY0906  NGVD 29 (??/??/92)   70.739  (m)          232.08   (f) ADJ UNCH    2 0
 BY0906
 BY0906.Superseded values are not recommended for survey control.
 BY0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0906.See file dsdata.txt to determine how the superseded data were derived.
 BY0906
 BY0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ367465(NAD 83)
 BY0906_MARKER: DD = SURVEY DISK
 BY0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0906_STAMPING: CYPRESS LAKE
 BY0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0906+STABILITY: SURFACE MOTION
 BY0906
 BY0906  HISTORY     - Date     Condition        Report By
 BY0906  HISTORY     - UNK      MONUMENTED       DOD
 BY0906  HISTORY     - 1949     GOOD             NGS
 BY0906
 BY0906                          STATION DESCRIPTION
 BY0906
 BY0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0906'9.05 MI E FROM DIBOLL.
 BY0906'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE RAILROAD STATION AT
 BY0906'DIBOLL, THENCE 2.0 MILES SOUTH ALONG U.S. HIGHWAY 59, THENCE 6.1 MILES
 BY0906'EAST ALONG AN OLD C.C.C. ROAD, THENCE 0.7 MILE NORTHWEST TO THE
 BY0906'CYPRESS LAKE FIRE TOWER, DIRECTLY UNDER THE FIRE TOWER, 3.0 FEET SOUTH
 BY0906'OF THE BASE OF THE LADDER LEADING TO THE TOP OF THE TOWER, SET IN THE
 BY0906'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0908 ***********************************************************************
 BY0908  DESIGNATION -  CYPRESS LAKE
 BY0908  PID         -  BY0908
 BY0908  STATE/COUNTY-  TX/ANGELINA
 BY0908  USGS QUAD   -  BALD HILL (1980)
 BY0908
 BY0908                         *CURRENT SURVEY CONTROL
 BY0908  ___________________________________________________________________
 BY0908* NAD 83(1993)-  31 08 29.26037(N)    094 42 43.42833(W)     ADJUSTED  
 BY0908* NAVD 88     -        70.41   (+/-2cm)     231.0    (feet)  VERTCON   
 BY0908  ___________________________________________________________________
 BY0908  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 BY0908  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BY0908
 BY0908  HORZ ORDER  -  SECOND
 BY0908  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0908
 BY0908.The horizontal coordinates were established by classical geodetic methods
 BY0908.and adjusted by the National Geodetic Survey in February 1996..
 BY0908
 BY0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0908.The vertical order pertains to the NGVD 29 superseded value.
 BY0908
 BY0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0908
 BY0908.The geoid height was determined by GEOID03.
 BY0908
 BY0908;                    North         East     Units Scale Factor Converg.
 BY0908;SPC TX C     - 3,177,028.402 1,235,771.216   MT  0.99988472   +2 53 43.0
 BY0908;SPC TX C     -10,423,300.68  4,054,359.40   sFT  0.99988472   +2 53 43.0
 BY0908;UTM  15      - 3,446,540.874   336,786.439   MT  0.99992859   -0 53 08.1
 BY0908
 BY0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0908!SPC TX C     -   0.99999329  x   0.99988472  =   0.99987801
 BY0908!UTM  15      -   0.99999329  x   0.99992859  =   0.99992188
 BY0908
 BY0908:                Primary Azimuth Mark                     Grid Az
 BY0908:SPC TX C     -  WOLF HILL                                098 52 33.3
 BY0908:UTM  15      -  WOLF HILL                                102 39 24.4
 BY0908
 BY0908|---------------------------------------------------------------------|
 BY0908| PID    Reference Object                     Distance      Geod. Az  |
 BY0908|                                                           dddmmss.s |
 BY0908| BY0975 WOLF HILL                           APPROX.17.7 KM 1014616.3 |
 BY0908| BY2655 CYPRESS LAKE LOT 15 1949             12.909 METERS 11944     |
 BY0908| BY2656 CYPRESS LAKE USE 1949                12.909 METERS 12237     |
 BY0908| BY0909 CYPRESS LAKE RM 1                    65.895 METERS 34336     |
 BY0908|---------------------------------------------------------------------|
 BY0908
 BY0908                          SUPERSEDED SURVEY CONTROL
 BY0908
 BY0908  NAD 83(1986)-  31 08 29.27129(N)    094 42 43.41704(W) AD(       ) 2
 BY0908  NAD 27      -  31 08 28.59700(N)    094 42 42.66700(W) AD(       ) 2
 BY0908  NGVD 29 (??/??/92)   70.44   (m)          231.1    (f) COMPUTED    2 0
 BY0908
 BY0908.Superseded values are not recommended for survey control.
 BY0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0908.See file dsdata.txt to determine how the superseded data were derived.
 BY0908
 BY0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3678646541(NAD 83)
 BY0908_MARKER: DS = TRIANGULATION STATION DISK
 BY0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0908_STAMPING: CYPRESS LAKE 1949
 BY0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0908+STABILITY: SURFACE MOTION
 BY0908
 BY0908  HISTORY     - Date     Condition        Report By
 BY0908  HISTORY     - 1949     MONUMENTED       CGS
 BY0908  HISTORY     - 1949     GOOD             CGS
 BY0908  HISTORY     - 1954     GOOD             CGS
 BY0908  HISTORY     - 1958     GOOD             CGS
 BY0908
 BY0908                          STATION DESCRIPTION
 BY0908
 BY0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY0908'THE STATION IS LOCATED ABOUT 5.3 MILES SOUTHEAST OF THE SETTLEMENT
 BY0908'OF DIBOLL 12.0 MILES NORTHEAST OF CORRIGAN AND 3.0 MILES
 BY0908'NORTH OF THE NECHES RIVER NEAR THE CYPRESS LAKE LOOKOUT
 BY0908'TOWER NO 15.  IT IS 42 FEET NORTHWEST OF THE CENTER OF THE
 BY0908'LOOKOUT TOWER, 61 FEET NORTHWEST OF T-ROAD INTERSECTION
 BY0908'AND 6 FEET EAST-SOUTHEAST OF WITNESS POST.  IT IS STAMPED
 BY0908'CYPRESS LAKE 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 BY0908'
 BY0908'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 20
 BY0908'FEET EAST OF THE CENTER OF ROAD, 9 FEET EAST OF A 3 FOOT PINE
 BY0908'TREE AND 6 FEET EAST-SOUTHEAST OF TELEPHONE POLE.  IT IS
 BY0908'STAMPED CYPRESS LAKE NO 1 1949 AND PROJECTS 4 INCHES.
 BY0908'
 BY0908'THE U.S.E.D. MARK UNDER THE LOOKOUT TOWER WAS USED AS REFERENCE
 BY0908'MARK NO 2.  IT IS SET IN A 12 BY 12 INCH CONCRETE BLOCK
 BY0908'FLUSH WITH THE GROUND SURFACE AND STAMPED CYPRESS LAKE.
 BY0908'
 BY0908'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 BY0908'
 BY0908'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE INTERSECTION
 BY0908'OF U.S. HIGHWAY 59 AND DIAGONAL CROSSROAD IN THE SOUTH EDGE
 BY0908'OF DIBOLL, GO SOUTHEAST ON DIRT ROAD FOR 2.0 MILES TO T-ROAD
 BY0908'RIGHT, TURN RIGHT AND FOLLOW MAIN ROAD SOUTH FOR 1.65 MILES
 BY0908'TO SIDE ROAD RIGHT JUST SOUTH OF LARGE HOUSE ON THE RIGHT, TURN
 BY0908'RIGHT AND FOLLOW MAIN ROAD IN A WESTERLY DIRECTION ALONG
 BY0908'TELEPHONE LINE FOR 0.2 MILE TO FORKS, BEAR LEFT CROSSING
 BY0908'CATTLE GUARD AND CONTINUE WEST FOR 2.0 MILES TO THE CYPRESS
 BY0908'LAKE LOOKOUT TOWER NO 15 AND STATION JUST NORTHWEST AS
 BY0908'
 BY0908'A 74 FOOT SIGNAL AT STATION WOLF HILL IS VISIBLE AT 77 FEET
 BY0908'
 BY0908'A 100 FOOT SIGNAL AT STATION BARNUM IS VISIBLE AT 77 FEET.
 BY0908'
 BY0908'A 100 FOOT SIGNAL AT STATION TRAM U.S.E.D. IS VISIBLE AT 77 FEET
 BY0908'
 BY0908'A 100 FOOT SIGNAL AT STATION WAKEFIELD IS VISIBLE AT 90 FEET
 BY0908'
 BY0908'A 74 FOOT SIGNAL AT STATION DIBOLL U.S.E.D. IS VISIBLE
 BY0908'AT 103 FEET
 BY0908'
 BY0908'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 BY0908
 BY0908                          STATION RECOVERY (1949)
 BY0908
 BY0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BY0908'9.05 MI E FROM DIBOLL.
 BY0908'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE RAILROAD STATION AT
 BY0908'DIBOLL, THENCE 2.0 MILES SOUTH ALONG U.S. HIGHWAY 59, THENCE 6.1 MILES
 BY0908'EAST ALONG AN OLD C.C.C. ROAD, THENCE 0.7 MILE NORTHWEST TO THE
 BY0908'CYPRESS LAKE FIRE TOWER, 216.2 FEET SOUTHEAST OF CYPRESS LAKE R.M. 1,
 BY0908'49.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING NORTHWEST,
 BY0908'42.3 FEET WEST OF CYPRESS LAKE (C. OF E.), 41.0 FEET NORTHWEST OF THE
 BY0908'CENTER LINE OF THE ROAD LEADING NORTHEAST, 28.4 FEET WEST OF THE WEST
 BY0908'LEG OF THE FIRE TOWER, 4.4 FEET EAST OF A WITNESS POST, SET IN THE TOP
 BY0908'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BY0908
 BY0908                          STATION RECOVERY (1954)
 BY0908
 BY0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 BY0908'THE STATION AND REFERENCE MARKS NO. 1 AND U.S.E.D. MARK USED
 BY0908'AS REFERENCE MARK NO 2 WERE RECOVERED AS DESCRIBED AND IN
 BY0908'GOOD CONDITION.
 BY0908'
 BY0908'TO REACH THE STATION FROM THE POST OFFICE IN DIBOLL, GO SOUTH
 BY0908'ON U.S. HWY. 59 TO THE INTERSECTION OF FARM ROAD 58 (0.1 MILE)
 BY0908'THENCE EAST ON FARM ROAD 58 3.7 MILES TO T-ROAD SOUTH, TURN
 BY0908'RIGHT AND FOLLOW DIRT ROAD 2.2 MILES TO THE CYPRESS LAKE
 BY0908'LOOKOUT TOWER NO 15 AND STATION JUST NORTHWEST AS DESCRIBED.
 BY0908
 BY0908                          STATION RECOVERY (1958)
 BY0908
 BY0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EJ)
 BY0908'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 BY0908'CONDITION AS DESCRIBED.  WAS UNABLE TO LOCATE R.M. NO. 1.
 BY0908'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0907 ***********************************************************************
 BY0907  DESIGNATION -  CYPRESS LAKE AZ MK
 BY0907  PID         -  BY0907
 BY0907  STATE/COUNTY-  TX/ANGELINA
 BY0907  USGS QUAD   -  BALD HILL (1980)
 BY0907
 BY0907                         *CURRENT SURVEY CONTROL
 BY0907  ___________________________________________________________________
 BY0907* NAD 83(1986)-  31 08 29.     (N)    094 42 43.     (W)     SCALED    
 BY0907* NAVD 88     -        62.94   (+/-2cm)     206.5    (feet)  VERTCON   
 BY0907  ___________________________________________________________________
 BY0907  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BY0907
 BY0907  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0907
 BY0907.The horizontal coordinates were scaled from a topographic map and have
 BY0907.an estimated accuracy of +/- 6 seconds.
 BY0907
 BY0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0907.The vertical order pertains to the NGVD 29 superseded value.
 BY0907
 BY0907.The geoid height was determined by GEOID03.
 BY0907
 BY0907;                    North         East    Units  Estimated Accuracy
 BY0907;SPC TX C     - 3,177,020.    1,235,780.      MT  (+/- 180 meters Scaled)
 BY0907
 BY0907                          SUPERSEDED SURVEY CONTROL
 BY0907
 BY0907  NGVD 29 (??/??/92)   62.971  (m)          206.60   (f) ADJ UNCH    2 0
 BY0907
 BY0907.Superseded values are not recommended for survey control.
 BY0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0907.See file dsdata.txt to determine how the superseded data were derived.
 BY0907
 BY0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ367465(NAD 83)
 BY0907_MARKER: DD = SURVEY DISK
 BY0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0907_STAMPING: AZIMUTH
 BY0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0907+STABILITY: SURFACE MOTION
 BY0907
 BY0907  HISTORY     - Date     Condition        Report By
 BY0907  HISTORY     - UNK      MONUMENTED       DOD
 BY0907  HISTORY     - 1949     GOOD             NGS
 BY0907
 BY0907                          STATION DESCRIPTION
 BY0907
 BY0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0907'9.05 MI E FROM DIBOLL.
 BY0907'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE RAILROAD STATION AT
 BY0907'DIBOLL, THENCE 2.0 MILES SOUTH ALONG U.S. HIGHWAY 59, THENCE 6.1 MILES
 BY0907'EAST ALONG AN OLD C.C.C. ROAD, THENCE 0.7 MILE NORTHWEST TO THE
 BY0907'CYPRESS LAKE FIRE TOWER, 712.0 FEET SOUTH OF CYPRESS LAKE (C. OF E.),
 BY0907'ALONG A CLEARED LINE ON THE SOUTHWEST SLOPE OF A PINE RIDGE, 120.0
 BY0907'FEET SOUTHWEST OF THE CREST OF THE RIDGE, 1.4 FEET NORTH OF A WITNESS
 BY0907'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 BY0907'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2655 ***********************************************************************
 BY2655  DESIGNATION -  CYPRESS LAKE LOT 15 1949
 BY2655  PID         -  BY2655
 BY2655  STATE/COUNTY-  TX/ANGELINA
 BY2655  USGS QUAD   -  BALD HILL (1980)
 BY2655
 BY2655                         *CURRENT SURVEY CONTROL
 BY2655  ___________________________________________________________________
 BY2655* NAD 83(1993)-  31 08 29.05244(N)    094 42 43.00520(W)     ADJUSTED  
 BY2655* NAVD 88     -                                                        
 BY2655  ___________________________________________________________________
 BY2655  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 BY2655  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BY2655
 BY2655  HORZ ORDER  -  THIRD
 BY2655
 BY2655.The horizontal coordinates were established by classical geodetic methods
 BY2655.and adjusted by the National Geodetic Survey in February 1996..
 BY2655
 BY2655
 BY2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2655
 BY2655.The geoid height was determined by GEOID03.
 BY2655
 BY2655;                    North         East     Units Scale Factor Converg.
 BY2655;SPC TX C     - 3,177,022.574 1,235,782.732   MT  0.99988472   +2 53 43.2
 BY2655;SPC TX C     -10,423,281.56  4,054,397.18   sFT  0.99988472   +2 53 43.2
 BY2655;UTM  15      - 3,446,534.298   336,797.547   MT  0.99992854   -0 53 07.9
 BY2655
 BY2655                          SUPERSEDED SURVEY CONTROL
 BY2655
 BY2655  NAD 83(1986)-  31 08 29.06336(N)    094 42 42.99391(W) AD(       ) 4
 BY2655  NAD 27      -  31 08 28.38900(N)    094 42 42.24400(W) AD(       ) 3
 BY2655
 BY2655.Superseded values are not recommended for survey control.
 BY2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2655.See file dsdata.txt to determine how the superseded data were derived.
 BY2655
 BY2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3679846534(NAD 83)
 BY2655_MARKER: 57 = LOOKOUT TOWER
 BY2655
 BY2655  HISTORY     - Date     Condition        Report By
 BY2655  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2655  HISTORY     - 1954     GOOD             CGS
 BY2655
 BY2655                          STATION DESCRIPTION
 BY2655
 BY2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2655'THE STATION IS THE CYPRESS LAKE LOOKOUT TOWER NO 15, LOCATED
 BY2655'ABOUT 5.3 MILES SOUTHEAST OF DIBOLL AND 3.0 MILES NORTH
 BY2655'OF THE NECHES RIVER.  IT IS A FOUR LEGGED STEEL STRUCTURE
 BY2655'ABOUT 110 FEET HIGH WITH A GLASS ENCLOSED LOOKOUT CAB ON
 BY2655'THE TOP.  POINT OBSERVED UPON, POINT ON THE APEX OF THE ROOF
 BY2655'OF THE LOOKOUT CAB.
 BY2655
 BY2655                          STATION RECOVERY (1954)
 BY2655
 BY2655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 BY2655'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 BY2655'CONDITION.
 BY2655'
 BY2655'TO REACH THE STATION FROM THE POST OFFICE IN DIBOLL, GO
 BY2655'SOUTH ON U.S. HWY 59 0.1 MILE TO INTERSECTION OF FARM ROAD
 BY2655'58, TURN LEFT AND PROCEED ON FARM ROAD 58 FOR 3.7 MILES TO
 BY2655'T-ROAD SOUTH AND SIGN MARKED CYPRESS LAKE LOOKOUT TOWER,
 BY2655'TURN RIGHT ON DIRT ROAD AND GO FOR 2.2 MILES TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0909 ***********************************************************************
 BY0909  DESIGNATION -  CYPRESS LAKE RM 1
 BY0909  PID         -  BY0909
 BY0909  STATE/COUNTY-  TX/ANGELINA
 BY0909  USGS QUAD   -  BALD HILL (1980)
 BY0909
 BY0909                         *CURRENT SURVEY CONTROL
 BY0909  ___________________________________________________________________
 BY0909* NAD 83(1986)-  31 08 29.     (N)    094 42 43.     (W)     SCALED    
 BY0909* NAVD 88     -        70.98   (+/-2cm)     232.9    (feet)  VERTCON   
 BY0909  ___________________________________________________________________
 BY0909  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BY0909
 BY0909  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0909
 BY0909.The horizontal coordinates were scaled from a topographic map and have
 BY0909.an estimated accuracy of +/- 6 seconds.
 BY0909
 BY0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0909.The vertical order pertains to the NGVD 29 superseded value.
 BY0909
 BY0909.The geoid height was determined by GEOID03.
 BY0909
 BY0909;                    North         East    Units  Estimated Accuracy
 BY0909;SPC TX C     - 3,177,020.    1,235,780.      MT  (+/- 180 meters Scaled)
 BY0909
 BY0909                          SUPERSEDED SURVEY CONTROL
 BY0909
 BY0909  NGVD 29 (??/??/92)   71.014  (m)          232.99   (f) ADJ UNCH    2 0
 BY0909
 BY0909.Superseded values are not recommended for survey control.
 BY0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0909.See file dsdata.txt to determine how the superseded data were derived.
 BY0909
 BY0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ367465(NAD 83)
 BY0909_MARKER: DR = REFERENCE MARK DISK
 BY0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0909_STAMPING: CYPRESS LAKE NO 1 1949
 BY0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0909+STABILITY: SURFACE MOTION
 BY0909
 BY0909  HISTORY     - Date     Condition        Report By
 BY0909  HISTORY     - 1949     MONUMENTED       CGS
 BY0909  HISTORY     - 1954     GOOD             NGS
 BY0909
 BY0909                          STATION DESCRIPTION
 BY0909
 BY0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0909'9.05 MI W FROM DIBOLL.
 BY0909'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE RAILROAD STATION AT
 BY0909'DIBOLL, THENCE 2.0 MILES SOUTH ALONG U.S. HIGHWAY 59, THENCE 6.1 MILES
 BY0909'EAST ALONG AN OLD C.C.C. ROAD, THENCE 0.7 MILE NORTHWEST TO THE
 BY0909'CYPRESS LAKE FIRE TOWER, 216.2 FEET NORTHWEST OF TRIANGULATION STATION
 BY0909'CYPRESS LAKE 1949, 22.0 FEET NORTHEAST OF THE CENTER LINE OF A ROAD
 BY0909'LEADING NORTHWEST, 9.4 FEET NORTHEAST OF A 30 INCH PINE TREE, 2.0 FEET
 BY0909'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0909'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY0909
 BY0909                          STATION RECOVERY (1954)
 BY0909
 BY0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BY0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2656 ***********************************************************************
 BY2656  DESIGNATION -  CYPRESS LAKE USE 1949
 BY2656  PID         -  BY2656
 BY2656  STATE/COUNTY-  TX/ANGELINA
 BY2656  USGS QUAD   -  BALD HILL (1980)
 BY2656
 BY2656                         *CURRENT SURVEY CONTROL
 BY2656  ___________________________________________________________________
 BY2656* NAD 83(1993)-  31 08 29.03446(N)    094 42 43.01785(W)     ADJUSTED  
 BY2656* NAVD 88     -        70.76   (+/-2cm)     232.2    (feet)  VERTCON   
 BY2656  ___________________________________________________________________
 BY2656  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 BY2656  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BY2656
 BY2656  HORZ ORDER  -  SECOND
 BY2656  VERT ORDER  -  THIRD ? (See Below)
 BY2656
 BY2656.The horizontal coordinates were established by classical geodetic methods
 BY2656.and adjusted by the National Geodetic Survey in February 1996..
 BY2656
 BY2656.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2656.The vertical order pertains to the NGVD 29 superseded value.
 BY2656
 BY2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2656
 BY2656.The geoid height was determined by GEOID03.
 BY2656
 BY2656;                    North         East     Units Scale Factor Converg.
 BY2656;SPC TX C     - 3,177,022.004 1,235,782.426   MT  0.99988472   +2 53 43.2
 BY2656;SPC TX C     -10,423,279.69  4,054,396.18   sFT  0.99988472   +2 53 43.2
 BY2656;UTM  15      - 3,446,533.750   336,797.203   MT  0.99992855   -0 53 07.9
 BY2656
 BY2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2656!SPC TX C     -   0.99999324  x   0.99988472  =   0.99987796
 BY2656!UTM  15      -   0.99999324  x   0.99992855  =   0.99992179
 BY2656
 BY2656                          SUPERSEDED SURVEY CONTROL
 BY2656
 BY2656  NAD 83(1986)-  31 08 29.04538(N)    094 42 43.00656(W) AD(       ) 2
 BY2656  NAD 27      -  31 08 28.37100(N)    094 42 42.25700(W) AD(       ) 2
 BY2656  NGVD 29 (07/19/86)   70.79   (m)          232.3    (f) LEVELING    3  
 BY2656
 BY2656.Superseded values are not recommended for survey control.
 BY2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2656.See file dsdata.txt to determine how the superseded data were derived.
 BY2656
 BY2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3679746534(NAD 83)
 BY2656_MARKER: DD = SURVEY DISK
 BY2656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2656_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BY2656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2656+STABILITY: SURFACE MOTION
 BY2656
 BY2656  HISTORY     - Date     Condition        Report By
 BY2656  HISTORY     - 1949     MONUMENTED       CGS
 BY2656
 BY2656                          STATION DESCRIPTION
 BY2656
 BY2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY2656'THE U.S.E.D. MARK UNDER THE LOOKOUT TOWER WAS USED AS REFERENCE
 BY2656'MARK NO 2.  IT IS SET IN A 12 BY 12 INCH CONCRETE BLOCK
 BY2656'FLUSH WITH THE GROUND SURFACE AND STAMPED CYPRESS LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0812 ***********************************************************************
 DN0812  DESIGNATION -  D
 DN0812  PID         -  DN0812
 DN0812  STATE/COUNTY-  TX/MONTAGUE
 DN0812  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0812
 DN0812                         *CURRENT SURVEY CONTROL
 DN0812  ___________________________________________________________________
 DN0812* NAD 83(1986)-  33 37 02.     (N)    097 53 18.     (W)     SCALED    
 DN0812* NAVD 88     -       292.682  (meters)     960.24   (feet)  ADJUSTED  
 DN0812  ___________________________________________________________________
 DN0812  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0812  DYNAMIC HT  -         292.360 (meters)     959.18  (feet)  COMP
 DN0812  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 DN0812
 DN0812  VERT ORDER  -  FIRST     CLASS II
 DN0812
 DN0812.The horizontal coordinates were scaled from a topographic map and have
 DN0812.an estimated accuracy of +/- 6 seconds.
 DN0812
 DN0812.The orthometric height was determined by differential leveling
 DN0812.and adjusted by the National Geodetic Survey in June 1991..
 DN0812
 DN0812.The geoid height was determined by GEOID03.
 DN0812
 DN0812.The dynamic height is computed by dividing the NAVD 88
 DN0812.geopotential number by the normal gravity value computed on the
 DN0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0812.degrees latitude (g = 980.6199 gals.).
 DN0812
 DN0812.The modeled gravity was interpolated from observed gravity values.
 DN0812
 DN0812;                    North         East    Units  Estimated Accuracy
 DN0812;SPC TXNC     - 2,216,470.      656,760.      MT  (+/- 180 meters Scaled)
 DN0812
 DN0812                          SUPERSEDED SURVEY CONTROL
 DN0812
 DN0812  NGVD 29 (??/??/92)  292.577  (m)          959.90   (f) ADJ UNCH    1 2
 DN0812
 DN0812.Superseded values are not recommended for survey control.
 DN0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0812.See file dsdata.txt to determine how the superseded data were derived.
 DN0812
 DN0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC031202(NAD 83)
 DN0812_MARKER: B = BOLT
 DN0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0812_SP_SET: ABUTMENT
 DN0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0812
 DN0812  HISTORY     - Date     Condition        Report By
 DN0812  HISTORY     - UNK      MONUMENTED       CGS
 DN0812  HISTORY     - 1952     GOOD             NGS
 DN0812  HISTORY     - 1984     GOOD             NGS
 DN0812  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0812
 DN0812                          STATION DESCRIPTION
 DN0812
 DN0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0812'4.6 MI N FROM BOWIE.
 DN0812'4.6 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0812'FROM THE STATION AT BOWIE, 9 POLES SOUTH OF MILEPOST 539, AT A ROAD
 DN0812'CROSSING, 5 FEET WEST OF THE WEST RAIL, 1 FOOT BELOW THE TOP OF THE
 DN0812'RAILS, SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A
 DN0812'BRIDGE OVER A CREEK.
 DN0812
 DN0812                          STATION RECOVERY (1984)
 DN0812
 DN0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0812'RECOVERED IN GOOD CONDITION.
 DN0812
 DN0812                          STATION RECOVERY (1986)
 DN0812
 DN0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0368 ***********************************************************************
 CT0368  DESIGNATION -  D 1
 CT0368  PID         -  CT0368
 CT0368  STATE/COUNTY-  TX/SHACKELFORD
 CT0368  USGS QUAD   -  ROUND HILL (1965)
 CT0368
 CT0368                         *CURRENT SURVEY CONTROL
 CT0368  ___________________________________________________________________
 CT0368* NAD 83(1986)-  32 48 25.     (N)    099 15 56.     (W)     SCALED    
 CT0368* NAVD 88     -       411.857  (meters)    1351.23   (feet)  ADJUSTED  
 CT0368  ___________________________________________________________________
 CT0368  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CT0368  DYNAMIC HT  -         411.339 (meters)    1349.53  (feet)  COMP
 CT0368  MODELED GRAV-     979,369.0   (mgal)                       NAVD 88
 CT0368
 CT0368  VERT ORDER  -  SECOND    CLASS 0
 CT0368
 CT0368.The horizontal coordinates were scaled from a topographic map and have
 CT0368.an estimated accuracy of +/- 6 seconds.
 CT0368
 CT0368.The orthometric height was determined by differential leveling
 CT0368.and adjusted by the National Geodetic Survey in June 1991..
 CT0368
 CT0368.The geoid height was determined by GEOID03.
 CT0368
 CT0368.The dynamic height is computed by dividing the NAVD 88
 CT0368.geopotential number by the normal gravity value computed on the
 CT0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0368.degrees latitude (g = 980.6199 gals.).
 CT0368
 CT0368.The modeled gravity was interpolated from observed gravity values.
 CT0368
 CT0368;                    North         East    Units  Estimated Accuracy
 CT0368;SPC TXNC     - 2,126,710.      528,310.      MT  (+/- 180 meters Scaled)
 CT0368
 CT0368                          SUPERSEDED SURVEY CONTROL
 CT0368
 CT0368  NGVD 29 (??/??/92)  411.740  (m)         1350.85   (f) ADJ UNCH    2 0
 CT0368
 CT0368.Superseded values are not recommended for survey control.
 CT0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0368.See file dsdata.txt to determine how the superseded data were derived.
 CT0368
 CT0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB751299(NAD 83)
 CT0368_MARKER: DD = SURVEY DISK
 CT0368_SETTING: 66 = SET IN ROCK OUTCROP
 CT0368_SP_SET: ROCK POST
 CT0368_STAMPING: D 1 1923 TEXAS
 CT0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0368+STABILITY: POSITION/ELEVATION WELL
 CT0368
 CT0368  HISTORY     - Date     Condition        Report By
 CT0368  HISTORY     - 1923     MONUMENTED       USGS
 CT0368  HISTORY     - 1957     GOOD             NGS
 CT0368
 CT0368                          STATION DESCRIPTION
 CT0368
 CT0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0368'6.3 MI N FROM ALBANY.
 CT0368'6.3 MILES NORTH ALONG U. S. HIGHWAY 283 FROM ALBANY, SHACKELFORD
 CT0368'COUNTY, ACROSS THE HIGHWAY FROM THE E.E. GROTHE RANCH, 67 YARDS EAST
 CT0368'OF THE CENTERLINE OF THE HIGHWAY, 50 YARDS EAST OF A RIGHT-OF-WAY
 CT0368'FENCE, AND MARKED WITH THE PAINTED LETTERS USPBM 1350.7.  NOTE-- THE
 CT0368'MARK IS IN THE SOUTHEAST ANGLE OF INTERSECTION OF PASTURE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1860 ***********************************************************************
 FL1860  DESIGNATION -  D 1 TT
 FL1860  PID         -  FL1860
 FL1860  STATE/COUNTY-  TX/POTTER
 FL1860  USGS QUAD   -  MARSH (1953)
 FL1860
 FL1860                         *CURRENT SURVEY CONTROL
 FL1860  ___________________________________________________________________
 FL1860* NAD 83(1993)-  35 34 23.42742(N)    101 57 00.35397(W)     ADJUSTED  
 FL1860* NAVD 88     -      1081.     (meters)    3547.     (feet)  SCALED    
 FL1860  ___________________________________________________________________
 FL1860  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 FL1860  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FL1860
 FL1860  HORZ ORDER  -  THIRD
 FL1860
 FL1860.The horizontal coordinates were established by classical geodetic methods
 FL1860.and adjusted by the National Geodetic Survey in February 1996..
 FL1860.No horizontal observational check was made to the station.
 FL1860
 FL1860.The orthometric height was scaled from a topographic map.
 FL1860
 FL1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1860
 FL1860.The geoid height was determined by GEOID03.
 FL1860
 FL1860;                    North         East     Units Scale Factor Converg.
 FL1860;SPC TX N     - 1,174,616.005   159,203.550   MT  0.99991453   -0 15 39.1
 FL1860;SPC TX N     - 3,853,719.34    522,320.31   sFT  0.99991453   -0 15 39.1
 FL1860;UTM  14      - 3,940,614.995   232,650.818   MT  1.00048089   -1 43 02.0
 FL1860;UTM  13      - 3,940,890.830   776,396.479   MT  1.00054153   +1 46 31.4
 FL1860
 FL1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1860!SPC TX N     -   0.99983456  x   0.99991453  =   0.99974910
 FL1860!UTM  14      -   0.99983456  x   1.00048089  =   1.00031537
 FL1860!UTM  13      -   0.99983456  x   1.00054153  =   1.00037600
 FL1860
 FL1860                          SUPERSEDED SURVEY CONTROL
 FL1860
 FL1860  NAD 83(1993)-  35 34 23.42918(N)    101 57 00.34784(W) AD(       ) 3
 FL1860  NAD 83(1986)-  35 34 23.43521(N)    101 57 00.34412(W) AD(       ) 3
 FL1860  NAD 27      -  35 34 23.27400(N)    101 56 58.68200(W) AD(       ) 3
 FL1860
 FL1860.Superseded values are not recommended for survey control.
 FL1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1860.See file dsdata.txt to determine how the superseded data were derived.
 FL1860
 FL1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3265140615(NAD 83)
 FL1860_MARKER: DD = SURVEY DISK
 FL1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1860+STABILITY: SURFACE MOTION
 FL1860
 FL1860  HISTORY     - Date     Condition        Report By
 FL1860  HISTORY     - 1951     MONUMENTED       USGS
 FL1860
 FL1860                          STATION DESCRIPTION
 FL1860
 FL1860'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FL1860'THE STATION IS REACHED AS FOLLOWS--FROM THE COURTHOUSE IN
 FL1860'AMARILLO, GO NORTH ON U.S. HIGHWAY 87 AND 287 FOR 18.5 MILES
 FL1860'TO THE CANADIAN RIVER BRIDGE.  CONTINUE NORTH ON THE HIGHWAY
 FL1860'FOR 8.1 MILES TO A T-ROAD ON THE LEFT AND THE STATION.
 FL1860'
 FL1860'BENCH MARK D1 TT IS A U.S. GEOLOGICAL SURVEY TRIANGULATION
 FL1860'BRONZE DISK, STAMPED D1 TT 1933, SET IN THE TOP OF A 6 INCH
 FL1860'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND IS ABOUT THE
 FL1860'SAME ELEVATION AS THE STATION, 45 FEET SOUTHWEST OF A CATTLE
 FL1860'GUARD, 40 FEET WEST OF A FENCE CORNER AND 16 INCHES NORTH OF
 FL1860'A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0826 ***********************************************************************
 AB0826  DESIGNATION -  D 10
 AB0826  PID         -  AB0826
 AB0826  STATE/COUNTY-  TX/CAMERON
 AB0826  USGS QUAD   -  HARLINGEN (1983)
 AB0826
 AB0826                         *CURRENT SURVEY CONTROL
 AB0826  ___________________________________________________________________
 AB0826* NAD 83(1986)-  26 08 03.     (N)    097 43 22.     (W)     SCALED    
 AB0826* NAVD 88     -        15.749  (meters)      51.67   (feet)  ADJUSTED  
 AB0826  ___________________________________________________________________
 AB0826  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0826  DYNAMIC HT  -          15.723 (meters)      51.58  (feet)  COMP
 AB0826  MODELED GRAV-     979,027.4   (mgal)                       NAVD 88
 AB0826
 AB0826  VERT ORDER  -  SECOND    CLASS 0
 AB0826
 AB0826.The horizontal coordinates were scaled from a topographic map and have
 AB0826.an estimated accuracy of +/- 6 seconds.
 AB0826
 AB0826.The orthometric height was determined by differential leveling
 AB0826.and adjusted by the National Geodetic Survey in June 1991..
 AB0826
 AB0826.The geoid height was determined by GEOID03.
 AB0826
 AB0826.The dynamic height is computed by dividing the NAVD 88
 AB0826.geopotential number by the normal gravity value computed on the
 AB0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0826.degrees latitude (g = 980.6199 gals.).
 AB0826
 AB0826.The modeled gravity was interpolated from observed gravity values.
 AB0826
 AB0826;                    North         East    Units  Estimated Accuracy
 AB0826;SPC TX S     - 5,052,040.      377,730.      MT  (+/- 180 meters Scaled)
 AB0826
 AB0826                          SUPERSEDED SURVEY CONTROL
 AB0826
 AB0826  NGVD 29 (??/??/92)   15.858  (m)           52.03   (f) ADJ UNCH    2 0
 AB0826
 AB0826.Superseded values are not recommended for survey control.
 AB0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0826.See file dsdata.txt to determine how the superseded data were derived.
 AB0826
 AB0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP276911(NAD 83)
 AB0826_MARKER: DD = SURVEY DISK
 AB0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0826_SP_SET: CULVERT
 AB0826_STAMPING: D 10 51.86
 AB0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0826
 AB0826  HISTORY     - Date     Condition        Report By
 AB0826  HISTORY     - UNK      MONUMENTED
 AB0826  HISTORY     - 1942     GOOD             NGS
 AB0826  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0826
 AB0826                          STATION DESCRIPTION
 AB0826
 AB0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0826'2.8 MI N FROM RANGERVILLE.
 AB0826'2.8 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0826'RANGERVILLE, CAMERON COUNTY, 81 FEET SOUTH ACROSS THE ROAD FROM REA
 AB0826'CO-OP POLE NO. 15-147, AT A CONCRETE BOX CULVERT UNDER THE COUNTY
 AB0826'ROAD, IN THE CENTER OF THE TOP OF THE EAST HEADWALL, 16.5 FEET EAST OF
 AB0826'THE CENTERLINE OF THE ROAD AND ABOUT 4 FEET HIGHER THAN THE ROAD. A
 AB0826'CAMERON COUNTY STANDARD DISK, STAMPED D 10 51.86.
 AB0826
 AB0826                          STATION RECOVERY (1987)
 AB0826
 AB0826'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1571 ***********************************************************************
 CS1571  DESIGNATION -  D 10
 CS1571  PID         -  CS1571
 CS1571  STATE/COUNTY-  TX/TARRANT
 CS1571  USGS QUAD   -  FORT WORTH (1981)
 CS1571
 CS1571                         *CURRENT SURVEY CONTROL
 CS1571  ___________________________________________________________________
 CS1571* NAD 83(1986)-  32 44 01.     (N)    097 21 33.     (W)     SCALED    
 CS1571* NAVD 88     -       169.867  (meters)     557.31   (feet)  POSTED    
 CS1571  ___________________________________________________________________
 CS1571  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1571  DYNAMIC HT  -         169.670 (meters)     556.66  (feet)  COMP
 CS1571  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 CS1571
 CS1571  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CS1571
 CS1571.The horizontal coordinates were scaled from a topographic map and have
 CS1571.an estimated accuracy of +/- 6 seconds.
 CS1571
 CS1571.The orthometric height was determined by differential leveling
 CS1571.and adjusted by the National Geodetic Survey in 1992..
 CS1571.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CS1571.rate of 4.1 thru 8.0 mm/km.
 CS1571.WARNING-Repeat measurements at this control monument indicate possible
 CS1571.vertical movement.
 CS1571
 CS1571.The geoid height was determined by GEOID03.
 CS1571
 CS1571.The dynamic height is computed by dividing the NAVD 88
 CS1571.geopotential number by the normal gravity value computed on the
 CS1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1571.degrees latitude (g = 980.6199 gals.).
 CS1571
 CS1571.The modeled gravity was interpolated from observed gravity values.
 CS1571
 CS1571;                    North         East    Units  Estimated Accuracy
 CS1571;SPC TXNC     - 2,118,890.      706,920.      MT  (+/- 180 meters Scaled)
 CS1571
 CS1571                          SUPERSEDED SURVEY CONTROL
 CS1571
 CS1571  NGVD 29 (??/??/92)  169.867  (m)          557.31   (f) ADJ UNCH    1 2
 CS1571
 CS1571.Superseded values are not recommended for survey control.
 CS1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1571.See file dsdata.txt to determine how the superseded data were derived.
 CS1571
 CS1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB537229(NAD 83)
 CS1571_MARKER: DB = BENCH MARK DISK
 CS1571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1571_SP_SET: ABUTMENT
 CS1571_STAMPING: D 10 ELEV.557.341
 CS1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1571
 CS1571  HISTORY     - Date     Condition        Report By
 CS1571  HISTORY     - UNK      MONUMENTED       CGS
 CS1571  HISTORY     - 1951     GOOD             NGS
 CS1571  HISTORY     - 1956     GOOD             NGS
 CS1571  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1571  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1571  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1571  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1571  HISTORY     - 20051119 GOOD             USPSQD
 CS1571
 CS1571                          STATION DESCRIPTION
 CS1571
 CS1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS1571'IN FORT WORTH.
 CS1571'IT IS ABOUT 02.1 MILES SOUTHWEST OF THE TARRANT COUNTY COURT HOUSE, IN
 CS1571'AT THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE OLD BRIDGE
 CS1571'MASONRY UNDER THE EAST END OF THE WEST VICKERY BRIDGE OVER THE CLEAR
 CS1571'FORK OF THE TRINITY RIVER.  IT IS ABOUT 100 FEET SOUTH OF THE NEW
 CS1571'EAST-WEST EXPRESSWAY BRIDGE AND ABOUT 125 FEET NORTH OF THE T. AND
 CS1571'P.R.R. BRIDGE.  THE MARK IS ABOUT 5 FEET BELOW THE STEEL GIRDER OF THE
 CS1571'PRESENT BRIDGE AND IS NOT EASILY ACCESSIBLE.
 CS1571
 CS1571                          STATION RECOVERY (1956)
 CS1571
 CS1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CS1571'RECOVERED IN GOOD CONDITION.
 CS1571
 CS1571                          STATION RECOVERY (1983)
 CS1571
 CS1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1571'MARK NOT FOUND.
 CS1571
 CS1571                          STATION RECOVERY (1989)
 CS1571
 CS1571'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHW)
 CS1571'MARK NOT FOUND.
 CS1571
 CS1571                          STATION RECOVERY (1991)
 CS1571
 CS1571'RECOVERY NOTE BY US POWER SQUADRON 1991 (LTS)
 CS1571'MARK NOT FOUND.
 CS1571
 CS1571                          STATION RECOVERY (2001)
 CS1571
 CS1571'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1571'MARK NOT FOUND.
 CS1571
 CS1571                          STATION RECOVERY (2005)
 CS1571
 CS1571'RECOVERY NOTE BY US POWER SQUADRON 2005 (JD)
 CS1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0097 ***********************************************************************
 AY0097  DESIGNATION -  D 1001
 AY0097  PID         -  AY0097
 AY0097  STATE/COUNTY-  TX/BEXAR
 AY0097  USGS QUAD   -  LONGHORN (1992)
 AY0097
 AY0097                         *CURRENT SURVEY CONTROL
 AY0097  ___________________________________________________________________
 AY0097* NAD 83(1986)-  29 37 02.     (N)    098 29 34.     (W)     SCALED    
 AY0097* NAVD 88     -       307.757  (meters)    1009.70   (feet)  POSTED    
 AY0097  ___________________________________________________________________
 AY0097  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AY0097  DYNAMIC HT  -         307.310 (meters)    1008.23  (feet)  COMP
 AY0097  MODELED GRAV-     979,175.4   (mgal)                       NAVD 88
 AY0097
 AY0097  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0097
 AY0097.The horizontal coordinates were scaled from a topographic map and have
 AY0097.an estimated accuracy of +/- 6 seconds.
 AY0097
 AY0097.The orthometric height was determined by differential leveling
 AY0097.and adjusted by the National Geodetic Survey in 1992..
 AY0097.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0097.rate of 0.0 thru 1.0 mm/km.
 AY0097
 AY0097.The geoid height was determined by GEOID03.
 AY0097
 AY0097.The dynamic height is computed by dividing the NAVD 88
 AY0097.geopotential number by the normal gravity value computed on the
 AY0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0097.degrees latitude (g = 980.6199 gals.).
 AY0097
 AY0097.The modeled gravity was interpolated from observed gravity values.
 AY0097
 AY0097;                    North         East    Units  Estimated Accuracy
 AY0097;SPC TXSC     - 4,197,810.      649,120.      MT  (+/- 180 meters Scaled)
 AY0097
 AY0097                          SUPERSEDED SURVEY CONTROL
 AY0097
 AY0097  NGVD 29 (??/??/92)  307.630  (m)         1009.28   (f) ADJ UNCH    1 2
 AY0097
 AY0097.Superseded values are not recommended for survey control.
 AY0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0097.See file dsdata.txt to determine how the superseded data were derived.
 AY0097
 AY0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT491764(NAD 83)
 AY0097_MARKER: DB = BENCH MARK DISK
 AY0097_SETTING: 66 = SET IN ROCK OUTCROP
 AY0097_SP_SET: FLAT ROCK
 AY0097_STAMPING: D 1001 1953
 AY0097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0097+STABILITY: POSITION/ELEVATION WELL
 AY0097
 AY0097  HISTORY     - Date     Condition        Report By
 AY0097  HISTORY     - 1953     MONUMENTED       CGS
 AY0097  HISTORY     - 1967     GOOD             USGS
 AY0097  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0097  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0097
 AY0097                          STATION DESCRIPTION
 AY0097
 AY0097'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0097'5.0 MI N FROM SAN ANTONIO.
 AY0097'3.2 MILES NORTH ALONG US HWY 281 FROM THE JUNCTION OF BITTERS ROAD,
 AY0097'SAN ANTONIO, BEXAR COUNTY, THENCE 1.6 MILES WEST ALONG FARM ROAD 1604,
 AY0097'THENCE 0.05 MI. NORTH AND EAST ALONG PRIVATE RANCH ROAD.  194 FEET SW
 AY0097'OF THE CENTER OF A STEEL GATE, 122 FEET SOUTH OF THE CENTERLINE OF THE
 AY0097'ROAD, 31 FEET SOUTH OF A FENCE, 31 FEET SOUTH OF AN 18 INCH OAK TREE
 AY0097'(WHICH IS 15 FEET WEST OF A NEW ALUMINUM GATE), 2 FEET WEST OF A ROCK
 AY0097'CAIRN, IN THE TOP OF A LARGE FLAT ROCK, AND ABOUT 0.1 FT. ABOVE THE
 AY0097'GROUND.  A STANDARD TABLET STAMPED D 1001 1953.
 AY0097
 AY0097                          STATION RECOVERY (1990)
 AY0097
 AY0097'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0097'MARK NOT FOUND.
 AY0097
 AY0097                          STATION RECOVERY (1999)
 AY0097
 AY0097'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0196 ***********************************************************************
 AY0196  DESIGNATION -  D 1004
 AY0196  PID         -  AY0196
 AY0196  STATE/COUNTY-  TX/COMAL
 AY0196  USGS QUAD   -  ANHALT (1973)
 AY0196
 AY0196                         *CURRENT SURVEY CONTROL
 AY0196  ___________________________________________________________________
 AY0196* NAD 83(1986)-  29 47 48.     (N)    098 27 18.     (W)     SCALED    
 AY0196* NAVD 88     -       398.099  (meters)    1306.10   (feet)  ADJUSTED  
 AY0196  ___________________________________________________________________
 AY0196  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AY0196  DYNAMIC HT  -         397.523 (meters)    1304.21  (feet)  COMP
 AY0196  MODELED GRAV-     979,184.0   (mgal)                       NAVD 88
 AY0196
 AY0196  VERT ORDER  -  SECOND    CLASS 0
 AY0196
 AY0196.The horizontal coordinates were scaled from a topographic map and have
 AY0196.an estimated accuracy of +/- 6 seconds.
 AY0196
 AY0196.The orthometric height was determined by differential leveling
 AY0196.and adjusted by the National Geodetic Survey in June 1991..
 AY0196
 AY0196.The geoid height was determined by GEOID03.
 AY0196
 AY0196.The dynamic height is computed by dividing the NAVD 88
 AY0196.geopotential number by the normal gravity value computed on the
 AY0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0196.degrees latitude (g = 980.6199 gals.).
 AY0196
 AY0196.The modeled gravity was interpolated from observed gravity values.
 AY0196
 AY0196;                    North         East    Units  Estimated Accuracy
 AY0196;SPC TXSC     - 4,217,710.      652,690.      MT  (+/- 180 meters Scaled)
 AY0196
 AY0196                          SUPERSEDED SURVEY CONTROL
 AY0196
 AY0196  NGVD 29 (??/??/92)  397.994  (m)         1305.75   (f) ADJ UNCH    2 0
 AY0196
 AY0196.Superseded values are not recommended for survey control.
 AY0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0196.See file dsdata.txt to determine how the superseded data were derived.
 AY0196
 AY0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT526963(NAD 83)
 AY0196_MARKER: DB = BENCH MARK DISK
 AY0196_SETTING: 66 = SET IN ROCK OUTCROP
 AY0196_SP_SET: LIMESTONE OUTCROP
 AY0196_STAMPING: D 1004 1953
 AY0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0196+STABILITY: POSITION/ELEVATION WELL
 AY0196
 AY0196  HISTORY     - Date     Condition        Report By
 AY0196  HISTORY     - 1953     MONUMENTED       CGS
 AY0196  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY0196  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0196  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0196  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0196
 AY0196                          STATION DESCRIPTION
 AY0196
 AY0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0196'8.25 MI E FROM BERGHEIM.
 AY0196'8.25 MILES EAST ALONG FARM ROAD 475 FROM THE POST OFFICE AT BERGHEIM,
 AY0196'50 YARDS WEST OF THE TOP OF A HILL, 28 FEET SOUTH OF THE CENTER LINE
 AY0196'OF THE FARM ROAD, 22 FEET NORTH OF A FENCE, FLUSH WITH THE GROUND, SET
 AY0196'IN THE TOP OF A LARGE FLAT LIMESTONE OUTCROP.
 AY0196
 AY0196                          STATION RECOVERY (1964)
 AY0196
 AY0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY0196'MARK NOT FOUND.
 AY0196
 AY0196                          STATION RECOVERY (1989)
 AY0196
 AY0196'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0196'MARK NOT FOUND.
 AY0196
 AY0196                          STATION RECOVERY (1993)
 AY0196
 AY0196'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0196'MARK NOT FOUND.
 AY0196
 AY0196                          STATION RECOVERY (1999)
 AY0196
 AY0196'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0922 ***********************************************************************
 AY0922  DESIGNATION -  D 1005
 AY0922  PID         -  AY0922
 AY0922  STATE/COUNTY-  TX/KENDALL
 AY0922  USGS QUAD   -  RANGER CREEK (1982)
 AY0922
 AY0922                         *CURRENT SURVEY CONTROL
 AY0922  ___________________________________________________________________
 AY0922* NAD 83(1986)-  29 50 25.     (N)    098 46 05.     (W)     SCALED    
 AY0922* NAVD 88     -       475.830  (meters)    1561.12   (feet)  POSTED    
 AY0922  ___________________________________________________________________
 AY0922  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AY0922  DYNAMIC HT  -         475.140 (meters)    1558.86  (feet)  COMP
 AY0922  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 AY0922
 AY0922  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0922
 AY0922.The horizontal coordinates were scaled from a topographic map and have
 AY0922.an estimated accuracy of +/- 6 seconds.
 AY0922
 AY0922.The orthometric height was determined by differential leveling
 AY0922.and adjusted by the National Geodetic Survey in 1992..
 AY0922.No vertical observational check was made to the station.
 AY0922.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0922.was located on a no-check spur therefore a value was not computed.
 AY0922
 AY0922.The geoid height was determined by GEOID03.
 AY0922
 AY0922.The dynamic height is computed by dividing the NAVD 88
 AY0922.geopotential number by the normal gravity value computed on the
 AY0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0922.degrees latitude (g = 980.6199 gals.).
 AY0922
 AY0922.The modeled gravity was interpolated from observed gravity values.
 AY0922
 AY0922;                    North         East    Units  Estimated Accuracy
 AY0922;SPC TXSC     - 4,222,450.      622,410.      MT  (+/- 180 meters Scaled)
 AY0922
 AY0922                          SUPERSEDED SURVEY CONTROL
 AY0922
 AY0922  NGVD 29 (??/??/92)  475.725  (m)         1560.77   (f) ADJ UNCH    1 2
 AY0922
 AY0922.Superseded values are not recommended for survey control.
 AY0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0922.See file dsdata.txt to determine how the superseded data were derived.
 AY0922
 AY0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU224011(NAD 83)
 AY0922_MARKER: DB = BENCH MARK DISK
 AY0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0922_STAMPING: D 1005 1953
 AY0922_MARK LOGO: CGS   
 AY0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0922+STABILITY: SURFACE MOTION
 AY0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0922+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY0922
 AY0922  HISTORY     - Date     Condition        Report By
 AY0922  HISTORY     - 1953     MONUMENTED       CGS
 AY0922  HISTORY     - 1982     GOOD             NGS
 AY0922  HISTORY     - 19940309 MARK NOT FOUND   USPSQD
 AY0922  HISTORY     - 20050521 GOOD             USPSQD
 AY0922
 AY0922                          STATION DESCRIPTION
 AY0922
 AY0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0922'4.5 MI NW FROM BOERNE.
 AY0922'4.5 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0922'STATION AT BOERNE, 4 POLES SOUTHEAST OF MILEPOST 274, 82 FEET
 AY0922'NORTHEAST OF THE NORTHEAST RAIL, 82 FEET SOUTHEAST OF THE SOUTHEAST
 AY0922'CORNER OF TRESTLE 273.86, 77 FEET NORTHWEST OF A POWER POLE, 29 FEET
 AY0922'EAST OF THE CENTER LINE OF A DIRT ROAD, IN LINE WITH A ROW OF POWER
 AY0922'POLES, 4 FEET NORTHEAST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST,
 AY0922'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AY0922'GROUND.
 AY0922
 AY0922                          STATION RECOVERY (1982)
 AY0922
 AY0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0922'RECOVERED THIS DATE, NOT LEVELED AT PRESENT TIME, LINE REROUTED.
 AY0922
 AY0922                          STATION RECOVERY (1994)
 AY0922
 AY0922'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0922'MARK NOT FOUND.
 AY0922
 AY0922                          STATION RECOVERY (2005)
 AY0922
 AY0922'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AY0922'MARKER IS 14FT NORTH OF A POWER POLE WITH A TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2964 ***********************************************************************
 AW2964  DESIGNATION -  D 1007
 AW2964  PID         -  AW2964
 AW2964  STATE/COUNTY-  TX/HARRIS
 AW2964  USGS QUAD   -  MORGANS POINT (1993)
 AW2964
 AW2964                         *CURRENT SURVEY CONTROL
 AW2964  ___________________________________________________________________
 AW2964* NAD 83(1986)-  29 40 35.     (N)    094 58 53.     (W)     SCALED    
 AW2964* NAVD 88     -         2.04   (+/-2cm)       6.7    (feet)  VERTCON   
 AW2964  ___________________________________________________________________
 AW2964  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2964
 AW2964  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2964
 AW2964.The horizontal coordinates were scaled from a topographic map and have
 AW2964.an estimated accuracy of +/- 6 seconds.
 AW2964
 AW2964.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2964.The vertical order pertains to the NGVD 29 superseded value.
 AW2964
 AW2964.The geoid height was determined by GEOID03.
 AW2964
 AW2964;                    North         East    Units  Estimated Accuracy
 AW2964;SPC TXSC     - 4,210,940.      988,870.      MT  (+/- 180 meters Scaled)
 AW2964
 AW2964                          SUPERSEDED SURVEY CONTROL
 AW2964
 AW2964  NGVD 29 (??/??/92)    2.039  (m)            6.69   (f) ADJ UNCH    1 2
 AW2964
 AW2964.Superseded values are not recommended for survey control.
 AW2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2964.See file dsdata.txt to determine how the superseded data were derived.
 AW2964
 AW2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN082845(NAD 83)
 AW2964_MARKER: DB = BENCH MARK DISK
 AW2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2964_STAMPING: D 1007 1954
 AW2964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2964+STABILITY: SURFACE MOTION
 AW2964
 AW2964  HISTORY     - Date     Condition        Report By
 AW2964  HISTORY     - 1954     MONUMENTED       CGS
 AW2964  HISTORY     - 1958     GOOD             NGS
 AW2964  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2964
 AW2964                          STATION DESCRIPTION
 AW2964
 AW2964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2964'0.45 MI SE FROM MORGAN POINT.
 AW2964'ABOUT 0.45 MILE SOUTHEAST ALONG THE SOUTHWEST BANK OF THE HOUSTON SHIP
 AW2964'CHANNEL FROM THE HOUSTON MARITIME REPORTING STATION AT MORGAN POINT,
 AW2964'140 FEET SOUTHEAST OF THE EAST CORNER OF THE U. S. ENGINEERS BUILDING,
 AW2964'98 FEET NORTHEAST OF THE CENTER LINE OF A SHELL ROAD, 5 FEET SOUTHWEST
 AW2964'OF A POWER POLE, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 AW2964'INCHES.  NOTE-- THIS AREA WAS BADLY DAMAGED BY HURRICANE CARLA AND IT
 AW2964'IS BELIEVED THAT THIS MARK IS NOW UNDERWATER.
 AW2964
 AW2964                          STATION RECOVERY (1964)
 AW2964
 AW2964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0163 ***********************************************************************
 BL0163  DESIGNATION -  D 101
 BL0163  PID         -  BL0163
 BL0163  STATE/COUNTY-  TX/TYLER
 BL0163  USGS QUAD   -  BOGGY LAKE (1984)
 BL0163
 BL0163                         *CURRENT SURVEY CONTROL
 BL0163  ___________________________________________________________________
 BL0163* NAD 83(1986)-  30 52 50.     (N)    094 17 10.     (W)     SCALED    
 BL0163* NAVD 88     -        67.47   (+/-2cm)     221.4    (feet)  VERTCON   
 BL0163  ___________________________________________________________________
 BL0163  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BL0163
 BL0163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0163
 BL0163.The horizontal coordinates were scaled from a topographic map and have
 BL0163.an estimated accuracy of +/- 6 seconds.
 BL0163
 BL0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0163.The vertical order pertains to the NGVD 29 superseded value.
 BL0163
 BL0163.The geoid height was determined by GEOID03.
 BL0163
 BL0163;                    North         East    Units  Estimated Accuracy
 BL0163;SPC TX C     - 3,150,280.    1,277,900.      MT  (+/- 180 meters Scaled)
 BL0163
 BL0163                          SUPERSEDED SURVEY CONTROL
 BL0163
 BL0163  NGVD 29 (??/??/92)   67.469  (m)          221.35   (f) ADJ UNCH    2 0
 BL0163
 BL0163.Superseded values are not recommended for survey control.
 BL0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0163.See file dsdata.txt to determine how the superseded data were derived.
 BL0163
 BL0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ770170(NAD 83)
 BL0163_MARKER: DB = BENCH MARK DISK
 BL0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0163_STAMPING: D 101 1952
 BL0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0163+STABILITY: SURFACE MOTION
 BL0163
 BL0163  HISTORY     - Date     Condition        Report By
 BL0163  HISTORY     - 1952     MONUMENTED       CGS
 BL0163
 BL0163                          STATION DESCRIPTION
 BL0163
 BL0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0163'15.95 MI NE FROM WOODVILLE.
 BL0163'11.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE TEXAS AND NEW ORLEANS
 BL0163'RAILROAD STATION AT WOODVILLE, THENCE 1.6 MILES NORTHWEST ALONG A
 BL0163'GRADED DIRT ROAD, THENCE 2.95 MILES WEST ALONG A GRADED DIRT ROAD, 0.3
 BL0163'MILE EAST OF A WOODS ROAD LEADING NORTHEAST, 65 FEET NORTH OF THE
 BL0163'CENTER LINE OF THE ROAD, 38 FEET EAST OF A LONE 16 INCH OAK TREE, 42
 BL0163'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A VACANT SHACK, 4 FEET SOUTH
 BL0163'OF A FENCE, 1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BL0163'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1478 ***********************************************************************
 BL1478  DESIGNATION -  D 1010
 BL1478  PID         -  BL1478
 BL1478  STATE/COUNTY-  TX/HARRIS
 BL1478  USGS QUAD   -  TOMBALL (1979)
 BL1478
 BL1478                         *CURRENT SURVEY CONTROL
 BL1478  ___________________________________________________________________
 BL1478* NAD 83(1986)-  30 06 39.     (N)    095 34 36.     (W)     SCALED    
 BL1478* NAVD 88     -        45.70   (+/-2cm)     149.9    (feet)  VERTCON   
 BL1478  ___________________________________________________________________
 BL1478  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1478
 BL1478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1478
 BL1478.The horizontal coordinates were scaled from a topographic map and have
 BL1478.an estimated accuracy of +/- 6 seconds.
 BL1478
 BL1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1478.The vertical order pertains to the NGVD 29 superseded value.
 BL1478
 BL1478.The geoid height was determined by GEOID03.
 BL1478
 BL1478;                    North         East    Units  Estimated Accuracy
 BL1478;SPC TXSC     - 4,257,240.      929,880.      MT  (+/- 180 meters Scaled)
 BL1478
 BL1478                          SUPERSEDED SURVEY CONTROL
 BL1478
 BL1478  NGVD 29 (??/??/92)   45.698  (m)          149.93   (f) ADJ UNCH    2 0
 BL1478
 BL1478.Superseded values are not recommended for survey control.
 BL1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1478.See file dsdata.txt to determine how the superseded data were derived.
 BL1478
 BL1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP517338(NAD 83)
 BL1478_MARKER: DB = BENCH MARK DISK
 BL1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1478_STAMPING: D 1010 1954
 BL1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1478+STABILITY: SURFACE MOTION
 BL1478
 BL1478  HISTORY     - Date     Condition        Report By
 BL1478  HISTORY     - 1954     MONUMENTED       CGS
 BL1478  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1478
 BL1478                          STATION DESCRIPTION
 BL1478
 BL1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1478'1.3 MI E FROM HUFSMITH.
 BL1478'1.3 MILES EAST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BL1478'FROM THE POST OFFICE AT HUFSMITH, 4 POLES EAST OF MILEPOST 10, 41 FEET
 BL1478'NORTH OF THE CENTER LINE OF A ROAD, 48 FEET SOUTH OF THE SOUTH RAIL, 2
 BL1478'FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP
 BL1478'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL1478
 BL1478                          STATION RECOVERY (1973)
 BL1478
 BL1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1683 ***********************************************************************
 AW1683  DESIGNATION -  D 1011
 AW1683  PID         -  AW1683
 AW1683  STATE/COUNTY-  TX/GALVESTON
 AW1683  USGS QUAD   -  FLAKE (1994)
 AW1683
 AW1683                         *CURRENT SURVEY CONTROL
 AW1683  ___________________________________________________________________
 AW1683* NAD 83(1986)-  29 26 47.     (N)    094 39 32.     (W)     SCALED    
 AW1683* NAVD 88     -         1.99   (+/-2cm)       6.5    (feet)  VERTCON   
 AW1683  ___________________________________________________________________
 AW1683  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW1683
 AW1683  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1683
 AW1683.The horizontal coordinates were scaled from a topographic map and have
 AW1683.an estimated accuracy of +/- 6 seconds.
 AW1683
 AW1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1683.The vertical order pertains to the NGVD 29 superseded value.
 AW1683
 AW1683.The geoid height was determined by GEOID03.
 AW1683
 AW1683;                    North         East    Units  Estimated Accuracy
 AW1683;SPC TXSC     - 4,186,580.    1,021,010.      MT  (+/- 180 meters Scaled)
 AW1683
 AW1683                          SUPERSEDED SURVEY CONTROL
 AW1683
 AW1683  NGVD 29 (??/??/92)    1.989  (m)            6.53   (f) ADJ UNCH    1 2
 AW1683
 AW1683.Superseded values are not recommended for survey control.
 AW1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1683.See file dsdata.txt to determine how the superseded data were derived.
 AW1683
 AW1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN391585(NAD 83)
 AW1683_MARKER: DB = BENCH MARK DISK
 AW1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1683_STAMPING: D 1011 1953
 AW1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1683+STABILITY: SURFACE MOTION
 AW1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1683+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1683
 AW1683  HISTORY     - Date     Condition        Report By
 AW1683  HISTORY     - 1953     MONUMENTED       CGS
 AW1683  HISTORY     - 1958     GOOD             NGS
 AW1683  HISTORY     - 1977     GOOD             NGS
 AW1683  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1683  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1683  HISTORY     - 19990511 MARK NOT FOUND   USPSQD
 AW1683  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 AW1683  HISTORY     - 20020708 MARK NOT FOUND   USPSQD
 AW1683  HISTORY     - 20031009 MARK NOT FOUND   USPSQD
 AW1683  HISTORY     - 20041023 GOOD             USPSQD
 AW1683
 AW1683                          STATION DESCRIPTION
 AW1683
 AW1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1683'9.5 MI NE FROM PORT BOLIVAR.
 AW1683'ABOUT 9.5 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1683'LANDING AT PORT BOLIVAR, 17 FEET SOUTHWEST OF THE CENTER LINE OF A
 AW1683'PRIVATE DRIVEWAY LEADING SOUTHEAST, 147 FEET NORTHEAST OF A POWER POLE
 AW1683'WITH A T POWER LINE, 2 FEET NORTHWEST OF A FENCE, 1 1/2 FEET NORTHEAST
 AW1683'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE
 AW1683'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1683
 AW1683                          STATION RECOVERY (1977)
 AW1683
 AW1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1683'RECOVERED IN GOOD CONDITION.
 AW1683
 AW1683                          STATION RECOVERY (1978)
 AW1683
 AW1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1683'NOT RECOVERED.
 AW1683
 AW1683                          STATION RECOVERY (1989)
 AW1683
 AW1683'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW1683'MARK NOT FOUND.
 AW1683
 AW1683                          STATION RECOVERY (1999)
 AW1683
 AW1683'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1683'MARK NOT FOUND.
 AW1683
 AW1683                          STATION RECOVERY (2001)
 AW1683
 AW1683'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1683'MARK NOT FOUND.
 AW1683
 AW1683                          STATION RECOVERY (2002)
 AW1683
 AW1683'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1683'MARK NOT FOUND.
 AW1683
 AW1683                          STATION RECOVERY (2003)
 AW1683
 AW1683'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1683'MARK NOT FOUND.
 AW1683
 AW1683                          STATION RECOVERY (2004)
 AW1683
 AW1683'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2525 ***********************************************************************
 AW2525  DESIGNATION -  D 1012
 AW2525  PID         -  AW2525
 AW2525  STATE/COUNTY-  TX/CHAMBERS
 AW2525  USGS QUAD   -  STOWELL (1993)
 AW2525
 AW2525                         *CURRENT SURVEY CONTROL
 AW2525  ___________________________________________________________________
 AW2525* NAD 83(1986)-  29 48 09.     (N)    094 23 09.     (W)     SCALED    
 AW2525* NAVD 88     -         7.53   (+/-2cm)      24.7    (feet)  VERTCON   
 AW2525  ___________________________________________________________________
 AW2525  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2525
 AW2525  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2525
 AW2525.The horizontal coordinates were scaled from a topographic map and have
 AW2525.an estimated accuracy of +/- 6 seconds.
 AW2525
 AW2525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2525.The vertical order pertains to the NGVD 29 superseded value.
 AW2525
 AW2525.The geoid height was determined by GEOID03.
 AW2525
 AW2525;                    North         East    Units  Estimated Accuracy
 AW2525;SPC TXSC     - 4,227,040.    1,045,920.      MT  (+/- 180 meters Scaled)
 AW2525
 AW2525                          SUPERSEDED SURVEY CONTROL
 AW2525
 AW2525  NGVD 29 (??/??/92)    7.530  (m)           24.70   (f) ADJ UNCH    1 2
 AW2525
 AW2525.Superseded values are not recommended for survey control.
 AW2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2525.See file dsdata.txt to determine how the superseded data were derived.
 AW2525
 AW2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN660977(NAD 83)
 AW2525_MARKER: DB = BENCH MARK DISK
 AW2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2525_STAMPING: D 1012 1953
 AW2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2525+STABILITY: SURFACE MOTION
 AW2525
 AW2525  HISTORY     - Date     Condition        Report By
 AW2525  HISTORY     - 1953     MONUMENTED       CGS
 AW2525  HISTORY     - 1958     GOOD             NGS
 AW2525  HISTORY     - 19890409 MARK NOT FOUND   USPSQD
 AW2525  HISTORY     - 19950810 GOOD             USPSQD
 AW2525  HISTORY     - 19960908 MARK NOT FOUND   USPSQD
 AW2525  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2525  HISTORY     - 20030120 MARK NOT FOUND   USPSQD
 AW2525  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2525  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2525
 AW2525                          STATION DESCRIPTION
 AW2525
 AW2525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2525'0.9 MI N FROM STOWELL.
 AW2525'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2525'STOWELL, THENCE ABOUT 0.1 MILE WEST ALONG AN OILED ROAD LEADING TO THE
 AW2525'FAIRVIEW CEMETERY, 143 FEET NORTH OF THE CENTER LINE OF THE ROAD, 76
 AW2525'FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A METAL COVERED
 AW2525'BUILDING, 40 1/2 FEET WEST OF A FENCE, AND IN THE TOP OF A CONCRETE
 AW2525'POST FLUSH WITH THE GROUND.
 AW2525
 AW2525                          STATION RECOVERY (1989)
 AW2525
 AW2525'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2525'MARK NOT FOUND.
 AW2525
 AW2525                          STATION RECOVERY (1995)
 AW2525
 AW2525'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2525'RECOVERED IN GOOD CONDITION.
 AW2525
 AW2525                          STATION RECOVERY (1996)
 AW2525
 AW2525'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2525'MARK NOT FOUND.
 AW2525
 AW2525                          STATION RECOVERY (2001)
 AW2525
 AW2525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2525'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2525
 AW2525                          STATION RECOVERY (2003)
 AW2525
 AW2525'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2525'MARK NOT FOUND.
 AW2525
 AW2525                          STATION RECOVERY (2004)
 AW2525
 AW2525'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2525'MARK NOT FOUND.
 AW2525
 AW2525                          STATION RECOVERY (2005)
 AW2525
 AW2525'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2840 ***********************************************************************
 AW2840  DESIGNATION -  D 1013
 AW2840  PID         -  AW2840
 AW2840  STATE/COUNTY-  TX/CHAMBERS
 AW2840  USGS QUAD   -  COVE (1993)
 AW2840
 AW2840                         *CURRENT SURVEY CONTROL
 AW2840  ___________________________________________________________________
 AW2840* NAD 83(1986)-  29 50 06.     (N)    094 47 37.     (W)     SCALED    
 AW2840* NAVD 88     -         2.03   (+/-2cm)       6.7    (feet)  VERTCON   
 AW2840  ___________________________________________________________________
 AW2840  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW2840
 AW2840  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2840
 AW2840.The horizontal coordinates were scaled from a topographic map and have
 AW2840.an estimated accuracy of +/- 6 seconds.
 AW2840
 AW2840.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2840.The vertical order pertains to the NGVD 29 superseded value.
 AW2840
 AW2840.The geoid height was determined by GEOID03.
 AW2840
 AW2840;                    North         East    Units  Estimated Accuracy
 AW2840;SPC TXSC     - 4,229,150.    1,006,400.      MT  (+/- 180 meters Scaled)
 AW2840
 AW2840                          SUPERSEDED SURVEY CONTROL
 AW2840
 AW2840  NGVD 29 (??/??/92)    2.033  (m)            6.67   (f) ADJ UNCH    1 2
 AW2840
 AW2840.Superseded values are not recommended for survey control.
 AW2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2840.See file dsdata.txt to determine how the superseded data were derived.
 AW2840
 AW2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP267018(NAD 83)
 AW2840_MARKER: DB = BENCH MARK DISK
 AW2840_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2840_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2840_STAMPING: D 1013 1953
 AW2840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2840
 AW2840  HISTORY     - Date     Condition        Report By
 AW2840  HISTORY     - 1953     MONUMENTED       CGS
 AW2840  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2840  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2840  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2840  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2840
 AW2840                          STATION DESCRIPTION
 AW2840
 AW2840'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW2840'1.05 MI NE FROM COVE.
 AW2840'0.25 MILE NORTHWEST ALONG FARM ROAD 565 FROM THE J.W. WILKINSON HOME
 AW2840'AT COVE, THENCE 0.15 MILE EAST ALONG A PRIVATE DRIVEWAY, THENCE 0.15
 AW2840'MILE NORTH TO THE WEST BANK OF OLD RIVER LAKE, THENCE 0.5 MILE EAST TO
 AW2840'THE UNITED GAS COMPANY PIPE LINE, ON THE EAST EDGE OF ICED ISLAND, ON
 AW2840'THE WEST SHORE OF LOST RIVER, 66 FEET WEST OF THE WEST SHORE OF LOST
 AW2840'RIVER, 78 FEET WEST OF A PIPE LINE SIGN, 24 FEET SOUTH OF THE SOUTH
 AW2840'EDGE OF A DITCH, SET IN THE TOP OF A 6 INCH CONCRETE PIPE WHICH IS
 AW2840'FILLED WITH CONCRETE AND PROJECTS 0.4 FOOT ABOVE THE GROUND. NOTE--
 AW2840'PROBABLY DESTROYED.  THE AREA IN WHICH THE MARK IS SET IS COVERED WITH
 AW2840'ABOUT 5 FEET OF WATER.
 AW2840
 AW2840                          STATION RECOVERY (1973)
 AW2840
 AW2840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2840'MARK NOT FOUND.
 AW2840
 AW2840                          STATION RECOVERY (1990)
 AW2840
 AW2840'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2840'MARK NOT FOUND.
 AW2840
 AW2840                          STATION RECOVERY (1997)
 AW2840
 AW2840'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2840'MARK NOT FOUND.
 AW2840
 AW2840                          STATION RECOVERY (2001)
 AW2840
 AW2840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2840'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2417 ***********************************************************************
 AW2417  DESIGNATION -  D 1014
 AW2417  PID         -  AW2417
 AW2417  STATE/COUNTY-  TX/CHAMBERS
 AW2417  USGS QUAD   -  MUD LAKE (1994)
 AW2417
 AW2417                         *CURRENT SURVEY CONTROL
 AW2417  ___________________________________________________________________
 AW2417* NAD 83(1986)-  29 33 38.     (N)    094 21 24.     (W)     SCALED    
 AW2417* NAVD 88     -         1.91   (+/-2cm)       6.3    (feet)  VERTCON   
 AW2417  ___________________________________________________________________
 AW2417  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW2417
 AW2417  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2417
 AW2417.The horizontal coordinates were scaled from a topographic map and have
 AW2417.an estimated accuracy of +/- 6 seconds.
 AW2417
 AW2417.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2417.The vertical order pertains to the NGVD 29 superseded value.
 AW2417
 AW2417.The geoid height was determined by GEOID03.
 AW2417
 AW2417;                    North         East    Units  Estimated Accuracy
 AW2417;SPC TXSC     - 4,200,350.    1,049,800.      MT  (+/- 180 meters Scaled)
 AW2417
 AW2417                          SUPERSEDED SURVEY CONTROL
 AW2417
 AW2417  NGVD 29 (??/??/92)    1.905  (m)            6.25   (f) ADJ UNCH    1 2
 AW2417
 AW2417.Superseded values are not recommended for survey control.
 AW2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2417.See file dsdata.txt to determine how the superseded data were derived.
 AW2417
 AW2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN685708(NAD 83)
 AW2417_MARKER: DB = BENCH MARK DISK
 AW2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2417_STAMPING: D 1014 1953
 AW2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2417+STABILITY: SURFACE MOTION
 AW2417
 AW2417  HISTORY     - Date     Condition        Report By
 AW2417  HISTORY     - 1953     MONUMENTED       CGS
 AW2417  HISTORY     - 1962     GOOD             NGS
 AW2417  HISTORY     - 19890525 MARK NOT FOUND   USGS
 AW2417  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW2417  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2417  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2417
 AW2417                          STATION DESCRIPTION
 AW2417
 AW2417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AW2417'2.95 MI E FROM HIGH ISLAND.
 AW2417'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2417'IN HIGH ISLAND, THENCE 2.05 MILES NORTHEAST ALONG STATE HIGHWAY 87,
 AW2417'125 FEET SOUTHEAST OF THE NEW STATE HIGHWAY 87 CENTER LINE, AND 4 FEET
 AW2417'SOUTHEAST OF A FENCE LINE, AND IS ABOUT 50 FEET NORTHWEST OF THE HIGH
 AW2417'WATER LINE OF THE GULF OF MEXICO.  NOTE-- IT IS NOW ABOUT FLUSH WITH
 AW2417'THE SURFACE OF THE SAND.
 AW2417
 AW2417                          STATION RECOVERY (1989)
 AW2417
 AW2417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (IG)
 AW2417'MARK NOT FOUND.
 AW2417
 AW2417                          STATION RECOVERY (1996)
 AW2417
 AW2417'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2417'MARK NOT FOUND.
 AW2417
 AW2417                          STATION RECOVERY (2001)
 AW2417
 AW2417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2417
 AW2417                          STATION RECOVERY (2004)
 AW2417
 AW2417'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0440 ***********************************************************************
 AV0440  DESIGNATION -  D 1015
 AV0440  PID         -  AV0440
 AV0440  STATE/COUNTY-  TX/JEFFERSON
 AV0440  USGS QUAD   -  SABINE PASS (1993)
 AV0440
 AV0440                         *CURRENT SURVEY CONTROL
 AV0440  ___________________________________________________________________
 AV0440* NAD 83(1986)-  29 42 22.     (N)    093 55 33.     (W)     SCALED    
 AV0440* NAVD 88     -         2.25   (+/-2cm)       7.4    (feet)  VERTCON   
 AV0440  ___________________________________________________________________
 AV0440  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AV0440
 AV0440  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0440
 AV0440.The horizontal coordinates were scaled from a topographic map and have
 AV0440.an estimated accuracy of +/- 6 seconds.
 AV0440
 AV0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0440.The vertical order pertains to the NGVD 29 superseded value.
 AV0440
 AV0440.The geoid height was determined by GEOID03.
 AV0440
 AV0440;                    North         East    Units  Estimated Accuracy
 AV0440;SPC TXSC     - 4,218,200.    1,090,810.      MT  (+/- 180 meters Scaled)
 AV0440
 AV0440                          SUPERSEDED SURVEY CONTROL
 AV0440
 AV0440  NGVD 29 (??/??/??)    2.238  (m)            7.34   (f) ADJUSTED    1 2
 AV0440
 AV0440.Superseded values are not recommended for survey control.
 AV0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0440.See file dsdata.txt to determine how the superseded data were derived.
 AV0440
 AV0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN104865(NAD 83)
 AV0440_MARKER: DB = BENCH MARK DISK
 AV0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0440_STAMPING: D 1015 1953
 AV0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0440+STABILITY: SURFACE MOTION
 AV0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0440+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 AV0440
 AV0440  HISTORY     - Date     Condition        Report By
 AV0440  HISTORY     - 1953     MONUMENTED       CGS
 AV0440  HISTORY     - 1958     GOOD             CGS
 AV0440  HISTORY     - 1984     GOOD             USPSQD
 AV0440  HISTORY     - 1985     GOOD             USPSQD
 AV0440  HISTORY     - 1987     GOOD             USPSQD
 AV0440  HISTORY     - 1989     GOOD             USPSQD
 AV0440  HISTORY     - 1989     GOOD             USPSQD
 AV0440  HISTORY     - 1989     GOOD             USPSQD
 AV0440  HISTORY     - 19930202 GOOD             USPSQD
 AV0440  HISTORY     - 19940719 GOOD             USPSQD
 AV0440  HISTORY     - 19991023 GOOD             USPSQD
 AV0440  HISTORY     - 20010331 GOOD             NGS
 AV0440  HISTORY     - 20010331 GOOD             NGS
 AV0440  HISTORY     - 20031002 GOOD             USPSQD
 AV0440
 AV0440                          STATION DESCRIPTION
 AV0440
 AV0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0440'2.65 MI SW FROM SABINE PASS.
 AV0440'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AV0440'DOWLING MONUMENT AT SABINE PASS, 49 FEET NORTHWEST OF THE CENTER LINE
 AV0440'OF THE HIGHWAY, 80 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 AV0440'DRIVEWAY LEADING NORTHWEST TO A HOUSE, 1 FOOT SOUTHEAST OF A FENCE, 1
 AV0440'FOOT NORTHEAST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE THE
 AV0440'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 AV0440'INCHES.
 AV0440
 AV0440                          STATION RECOVERY (1984)
 AV0440
 AV0440'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0440'RECOVERED IN GOOD CONDITION.
 AV0440
 AV0440                          STATION RECOVERY (1985)
 AV0440
 AV0440'RECOVERY NOTE BY US POWER SQUADRON 1985
 AV0440'DUE TO DICK DOWLING MONUMENT REMOVED FROM HIGHWAY INTERSECTION
 AV0440'SUBSTITUTE 'CENTER OF INTERSECTION OF SOUTH GULFWAY AND BROADWAY IN
 AV0440'SABINE PASS SECTION OF PORT ARTHUR FOR 'DICK DOWLING MONUMENT. NO
 AV0440'WITNESS POST EXITS.
 AV0440
 AV0440                          STATION RECOVERY (1987)
 AV0440
 AV0440'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0440'RECOVERED IN GOOD CONDITION.
 AV0440
 AV0440                          STATION RECOVERY (1989)
 AV0440
 AV0440'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0440'RECOVERED IN GOOD CONDITION.
 AV0440
 AV0440                          STATION RECOVERY (1989)
 AV0440
 AV0440'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AV0440'RECOVERED IN GOOD CONDITION.
 AV0440
 AV0440                          STATION RECOVERY (1989)
 AV0440
 AV0440'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0440'RECOVERED IN GOOD CONDITION.
 AV0440
 AV0440                          STATION RECOVERY (1993)
 AV0440
 AV0440'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0440'RECOVERED IN GOOD CONDITION.
 AV0440
 AV0440                          STATION RECOVERY (1994)
 AV0440
 AV0440'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0440'RECOVERED IN GOOD CONDITION.
 AV0440
 AV0440                          STATION RECOVERY (1999)
 AV0440
 AV0440'RECOVERY NOTE BY US POWER SQUADRON 1999
 AV0440'RECOVERED IN GOOD CONDITION.
 AV0440
 AV0440                          STATION RECOVERY (2001)
 AV0440
 AV0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0440'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0440
 AV0440                          STATION RECOVERY (2001)
 AV0440
 AV0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0440'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0440
 AV0440                          STATION RECOVERY (2003)
 AV0440
 AV0440'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AV0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0490 ***********************************************************************
 AV0490  DESIGNATION -  D 1016
 AV0490  PID         -  AV0490
 AV0490  STATE/COUNTY-  TX/JEFFERSON
 AV0490  USGS QUAD   -  SABINE PASS (1993)
 AV0490
 AV0490                         *CURRENT SURVEY CONTROL
 AV0490  ___________________________________________________________________
 AV0490* NAD 83(1986)-  29 44 27.     (N)    093 54 35.     (W)     SCALED    
 AV0490* NAVD 88     -         0.82   (+/-2cm)       2.7    (feet)  VERTCON   
 AV0490  ___________________________________________________________________
 AV0490  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AV0490
 AV0490  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0490
 AV0490.The horizontal coordinates were scaled from a topographic map and have
 AV0490.an estimated accuracy of +/- 6 seconds.
 AV0490
 AV0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0490.The vertical order pertains to the NGVD 29 superseded value.
 AV0490
 AV0490.The geoid height was determined by GEOID03.
 AV0490
 AV0490;                    North         East    Units  Estimated Accuracy
 AV0490;SPC TXSC     - 4,222,120.    1,092,200.      MT  (+/- 180 meters Scaled)
 AV0490
 AV0490                          SUPERSEDED SURVEY CONTROL
 AV0490
 AV0490  NGVD 29 (??/??/??)    0.807  (m)            2.65   (f) ADJUSTED    1 2
 AV0490
 AV0490.Superseded values are not recommended for survey control.
 AV0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0490.See file dsdata.txt to determine how the superseded data were derived.
 AV0490
 AV0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN120904(NAD 83)
 AV0490_MARKER: DB = BENCH MARK DISK
 AV0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0490_STAMPING: D 1016 1954
 AV0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0490+STABILITY: SURFACE MOTION
 AV0490
 AV0490  HISTORY     - Date     Condition        Report By
 AV0490  HISTORY     - 1954     MONUMENTED       CGS
 AV0490  HISTORY     - 1959     GOOD             CGS
 AV0490  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0490  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AV0490  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0490  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0490  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 AV0490
 AV0490                          STATION DESCRIPTION
 AV0490
 AV0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0490'1.25 MI NW FROM SABINE PASS.
 AV0490'ABOUT 1.25 MILES NORTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AV0490'DOWLING MONUMENT AT SABINE PASS, 49 FEET NORTH OF THE CENTER LINE OF
 AV0490'THE HIGHWAY, 11 1/2 FEET SOUTH OF A FENCE, 1.0 FOOT NORTH OF A METAL
 AV0490'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 AV0490'TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 AV0490
 AV0490                          STATION RECOVERY (1989)
 AV0490
 AV0490'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0490'MARK NOT FOUND.
 AV0490
 AV0490                          STATION RECOVERY (1994)
 AV0490
 AV0490'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0490'MARK NOT FOUND.
 AV0490
 AV0490                          STATION RECOVERY (2000)
 AV0490
 AV0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0490'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0490
 AV0490                          STATION RECOVERY (2001)
 AV0490
 AV0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0490'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0490
 AV0490                          STATION RECOVERY (2002)
 AV0490
 AV0490'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2396 ***********************************************************************
 AW2396  DESIGNATION -  D 1018
 AW2396  PID         -  AW2396
 AW2396  STATE/COUNTY-  TX/JEFFERSON
 AW2396  USGS QUAD   -  FANNETT WEST (1993)
 AW2396
 AW2396                         *CURRENT SURVEY CONTROL
 AW2396  ___________________________________________________________________
 AW2396* NAD 83(1986)-  29 53 21.     (N)    094 16 37.     (W)     SCALED    
 AW2396* NAVD 88     -         3.56   (+/-2cm)      11.7    (feet)  VERTCON   
 AW2396  ___________________________________________________________________
 AW2396  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2396
 AW2396  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2396
 AW2396.The horizontal coordinates were scaled from a topographic map and have
 AW2396.an estimated accuracy of +/- 6 seconds.
 AW2396
 AW2396.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2396.The vertical order pertains to the NGVD 29 superseded value.
 AW2396
 AW2396.The geoid height was determined by GEOID03.
 AW2396
 AW2396;                    North         East    Units  Estimated Accuracy
 AW2396;SPC TXSC     - 4,237,050.    1,056,050.      MT  (+/- 180 meters Scaled)
 AW2396
 AW2396                          SUPERSEDED SURVEY CONTROL
 AW2396
 AW2396  NGVD 29 (??/??/92)    3.563  (m)           11.69   (f) ADJ UNCH    1 2
 AW2396
 AW2396.Superseded values are not recommended for survey control.
 AW2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2396.See file dsdata.txt to determine how the superseded data were derived.
 AW2396
 AW2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP767071(NAD 83)
 AW2396_MARKER: DB = BENCH MARK DISK
 AW2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2396_STAMPING: D 1018 1954
 AW2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2396+STABILITY: SURFACE MOTION
 AW2396
 AW2396  HISTORY     - Date     Condition        Report By
 AW2396  HISTORY     - 1954     MONUMENTED       CGS
 AW2396  HISTORY     - 1958     GOOD             NGS
 AW2396  HISTORY     - 1971     GOOD             NGS
 AW2396  HISTORY     - 1987     GOOD             USPSQD
 AW2396  HISTORY     - 20010306 MARK NOT FOUND   USPSQD
 AW2396  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2396
 AW2396                          STATION DESCRIPTION
 AW2396
 AW2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2396'3.0 MI SW FROM FANNETT.
 AW2396'ABOUT 0.15 MILE WEST ALONG A SURFACED ROAD FROM THE SCHOOLHOUSE AT
 AW2396'FANNETT, THENCE ABOUT 2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 124, OR
 AW2396'ABOUT 2.9 MILES NORTHEAST ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE
 AW2396'AT HAMSHIRE, 81 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AW2396'51 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE GULF, COLORADO AND
 AW2396'SANTA FE RAILROAD, 4 POLES NORTHEAST OF MILEPOST 60, 79 1/2 FEET
 AW2396'NORTHEAST AND ACROSS THE TRACK FROM A MICROWAVE TOWER, 64 1/2 FEET
 AW2396'NORTHEAST OF THE CENTER OF A RAILROAD CROSSING, 38 FEET NORTHWEST OF
 AW2396'THE CENTER LINE OF A TRAIL ROAD LEADING TO A TOWER, 1 FOOT NORTH OF A
 AW2396'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND IN
 AW2396'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW2396
 AW2396                          STATION RECOVERY (1971)
 AW2396
 AW2396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2396'RECOVERED IN GOOD CONDITION.
 AW2396
 AW2396                          STATION RECOVERY (1987)
 AW2396
 AW2396'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 AW2396'RECOVERED IN GOOD CONDITION.
 AW2396
 AW2396                          STATION RECOVERY (2001)
 AW2396
 AW2396'RECOVERY NOTE BY US POWER SQUADRON 2001 (WF)
 AW2396'RR TRACKS HAVE BEEN TAKEN UP.  MIDCON TEXAS GAS PIPELINE HAS A BURIED
 AW2396'PIPELINE IN AREA OF MARK.
 AW2396
 AW2396                          STATION RECOVERY (2004)
 AW2396
 AW2396'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0755 ***********************************************************************
 AW0755  DESIGNATION -  D 1019
 AW0755  PID         -  AW0755
 AW0755  STATE/COUNTY-  TX/HARRIS
 AW0755  USGS QUAD   -  MONT BELVIEU (1994)
 AW0755
 AW0755                         *CURRENT SURVEY CONTROL
 AW0755  ___________________________________________________________________
 AW0755* NAD 83(1986)-  29 48 35.     (N)    094 57 56.     (W)     SCALED    
 AW0755* NAVD 88     -        10.257  (meters)      33.65   (feet)  ADJUSTED  
 AW0755  ___________________________________________________________________
 AW0755  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW0755  DYNAMIC HT  -          10.243 (meters)      33.61  (feet)  COMP
 AW0755  MODELED GRAV-     979,291.1   (mgal)                       NAVD 88
 AW0755
 AW0755  VERT ORDER  -  FIRST     CLASS II
 AW0755
 AW0755.The horizontal coordinates were scaled from a topographic map and have
 AW0755.an estimated accuracy of +/- 6 seconds.
 AW0755
 AW0755.The orthometric height was determined by differential leveling
 AW0755.and adjusted by the National Geodetic Survey in June 1991..
 AW0755
 AW0755.The geoid height was determined by GEOID03.
 AW0755
 AW0755.The dynamic height is computed by dividing the NAVD 88
 AW0755.geopotential number by the normal gravity value computed on the
 AW0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0755.degrees latitude (g = 980.6199 gals.).
 AW0755
 AW0755.The modeled gravity was interpolated from observed gravity values.
 AW0755
 AW0755;                    North         East    Units  Estimated Accuracy
 AW0755;SPC TXSC     - 4,225,760.      989,890.      MT  (+/- 180 meters Scaled)
 AW0755
 AW0755                          SUPERSEDED SURVEY CONTROL
 AW0755
 AW0755  NGVD 29 (12/23/87)   10.255  (m)           33.64   (f) ADJUSTED    1 2
 AW0755
 AW0755.Superseded values are not recommended for survey control.
 AW0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0755.See file dsdata.txt to determine how the superseded data were derived.
 AW0755
 AW0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN100993(NAD 83)
 AW0755_MARKER: DB = BENCH MARK DISK
 AW0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0755_SP_SET: CONCRETE POST
 AW0755_STAMPING: D 1019 1954
 AW0755_MARK LOGO: CGS   
 AW0755_PROJECTION: FLUSH
 AW0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0755+STABILITY: SURFACE MOTION
 AW0755
 AW0755  HISTORY     - Date     Condition        Report By
 AW0755  HISTORY     - 1954     MONUMENTED       CGS
 AW0755  HISTORY     - 1963     GOOD             NGS
 AW0755  HISTORY     - 1978     GOOD             NGS
 AW0755  HISTORY     - 1978     GOOD             DOD
 AW0755  HISTORY     - 1987     GOOD             NGS
 AW0755  HISTORY     - 1989     GOOD             USPSQD
 AW0755  HISTORY     - 1989     GOOD             USPSQD
 AW0755  HISTORY     - 1990     GOOD             USPSQD
 AW0755  HISTORY     - 19940722 GOOD             USPSQD
 AW0755  HISTORY     - 20051228 GOOD             USPSQD
 AW0755
 AW0755                          STATION DESCRIPTION
 AW0755
 AW0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW0755'4.2 MI N FROM CEDAR BAYOU.
 AW0755'ABOUT 3.85 MILES NORTH ALONG THE CROSBY-CEDAR BAYOU ROAD FROM THE
 AW0755'ASSEMBLY OF GOD CHURCH AT CEDAR BAYOU, THENCE 0.2 MILE WEST ALONG
 AW0755'INTERSTATE HIGHWAY 10, THENCE 0.15 MILE NORTH ALONG CROSBY-CEDAR BAYOU
 AW0755'ROAD, 73 FEET EAST OF THE CENTER LINE OF THE ROAD, 48 1/2 FEET
 AW0755'NORTHWEST OF THE NORTHWEST CORNER OF THE SHILOH CHURCH WHICH IS A
 AW0755'BRICK BUILDING, 42 FEET EAST OF A POWER POLE, 1 1/2 FEET SOUTH OF A
 AW0755'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW0755
 AW0755                          STATION RECOVERY (1978)
 AW0755
 AW0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0755'RECOVERED IN GOOD CONDITION.
 AW0755
 AW0755                          STATION RECOVERY (1978)
 AW0755
 AW0755'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0755'RECOVERED IN GOOD CONDITION.
 AW0755
 AW0755                          STATION RECOVERY (1987)
 AW0755
 AW0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0755'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 AW0755'FENCE MENTIONED THEREIN NO LONGER EXIST.  ADD-CODE 43 AND 40.
 AW0755'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 AW0755
 AW0755                          STATION RECOVERY (1989)
 AW0755
 AW0755'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0755'RECOVERED IN GOOD CONDITION.
 AW0755
 AW0755                          STATION RECOVERY (1989)
 AW0755
 AW0755'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW0755'RECOVERED IN GOOD CONDITION.
 AW0755
 AW0755                          STATION RECOVERY (1990)
 AW0755
 AW0755'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0755'RECOVERED IN GOOD CONDITION.
 AW0755
 AW0755                          STATION RECOVERY (1994)
 AW0755
 AW0755'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0755'RECOVERED IN GOOD CONDITION.
 AW0755
 AW0755                          STATION RECOVERY (2005)
 AW0755
 AW0755'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AW0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0567 ***********************************************************************
 BY0567  DESIGNATION -  D 102
 BY0567  PID         -  BY0567
 BY0567  STATE/COUNTY-  TX/JASPER
 BY0567  USGS QUAD   -  MC GEE BEND (1984)
 BY0567
 BY0567                         *CURRENT SURVEY CONTROL
 BY0567  ___________________________________________________________________
 BY0567* NAD 83(1986)-  31 01 12.     (N)    094 06 59.     (W)     SCALED    
 BY0567* NAVD 88     -        62.66   (+/-2cm)     205.6    (feet)  VERTCON   
 BY0567  ___________________________________________________________________
 BY0567  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BY0567
 BY0567  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0567
 BY0567.The horizontal coordinates were scaled from a topographic map and have
 BY0567.an estimated accuracy of +/- 6 seconds.
 BY0567
 BY0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0567.The vertical order pertains to the NGVD 29 superseded value.
 BY0567
 BY0567.The geoid height was determined by GEOID03.
 BY0567
 BY0567;                    North         East    Units  Estimated Accuracy
 BY0567;SPC TX C     - 3,166,610.    1,293,240.      MT  (+/- 180 meters Scaled)
 BY0567
 BY0567                          SUPERSEDED SURVEY CONTROL
 BY0567
 BY0567  NGVD 29 (??/??/92)   62.662  (m)          205.58   (f) ADJ UNCH    2 0
 BY0567
 BY0567.Superseded values are not recommended for survey control.
 BY0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0567.See file dsdata.txt to determine how the superseded data were derived.
 BY0567
 BY0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ934323(NAD 83)
 BY0567_MARKER: DB = BENCH MARK DISK
 BY0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0567_STAMPING: D 102 1952
 BY0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0567+STABILITY: SURFACE MOTION
 BY0567
 BY0567  HISTORY     - Date     Condition        Report By
 BY0567  HISTORY     - 1952     MONUMENTED       CGS
 BY0567  HISTORY     - 1979     GOOD             USGS
 BY0567
 BY0567                          STATION DESCRIPTION
 BY0567
 BY0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0567'15.25 MI NW FROM JASPER.
 BY0567'8.5 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0567'JASPER, THENCE 0.95 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.2
 BY0567'MILE NORTHEAST ALONG FARM ROAD 254, THENCE 2.7 MILES NORTHEAST ALONG A
 BY0567'GRADED DIRT ROAD, THENCE 2.9 MILES NORTHWEST ALONG A SANDY ROAD, 0.15
 BY0567'MILE NORTHWEST OF A ROAD JUNCTION, 177 FEET NORTHEAST OF THE CENTER
 BY0567'LINE OF A SANDY ROAD, 85 FEET SOUTHWEST OF THE CENTER LINE OF A SANDY
 BY0567'ROAD, 27 FEET SOUTHWEST OF A 14 INCH PINE TREE, 0.6 MILE EAST OF AN
 BY0567'ABANDONED HOUSE, 1.2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 BY0567'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY0567
 BY0567                          STATION RECOVERY (1979)
 BY0567
 BY0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0567'1.5 MILES W ALONG HWYS 190 AND 63 FROM JCT. OF HWYS 190, 63 AND 96 AT
 BY0567'THE S EDGE OF JASPER, THENCE 8.2 MILES NW ALONG HWY 63, THENCE 3.4
 BY0567'MILES N ALONG GRADED ROAD, THENCE 0.15 MILE N ALONG OLD TRACK ROAD,
 BY0567'85 FT. SW OF THE CENTERLINE OF THE TRACK ROAD, 177 FT. NE OF THE
 BY0567'CENTERLINE OF THE GRADED ROAD, SET IN THE TOP OF A CONCRETE POST
 BY0567'PROJECTING 0.3 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1193 ***********************************************************************
 BL1193  DESIGNATION -  D 1021
 BL1193  PID         -  BL1193
 BL1193  STATE/COUNTY-  TX/HARRIS
 BL1193  USGS QUAD   -  SPRING (1982)
 BL1193
 BL1193                         *CURRENT SURVEY CONTROL
 BL1193  ___________________________________________________________________
 BL1193* NAD 83(1986)-  30 03 05.     (N)    095 24 35.     (W)     SCALED    
 BL1193* NAVD 88     -        33.46   (+/-2cm)     109.8    (feet)  VERTCON   
 BL1193  ___________________________________________________________________
 BL1193  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BL1193
 BL1193  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1193
 BL1193.The horizontal coordinates were scaled from a topographic map and have
 BL1193.an estimated accuracy of +/- 6 seconds.
 BL1193
 BL1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1193.The vertical order pertains to the NGVD 29 superseded value.
 BL1193
 BL1193.The geoid height was determined by GEOID03.
 BL1193
 BL1193;                    North         East    Units  Estimated Accuracy
 BL1193;SPC TXSC     - 4,251,140.      946,160.      MT  (+/- 180 meters Scaled)
 BL1193
 BL1193                          SUPERSEDED SURVEY CONTROL
 BL1193
 BL1193  NGVD 29 (??/??/92)   33.458  (m)          109.77   (f) ADJ UNCH    1 1
 BL1193
 BL1193.Superseded values are not recommended for survey control.
 BL1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1193.See file dsdata.txt to determine how the superseded data were derived.
 BL1193
 BL1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP676269(NAD 83)
 BL1193_MARKER: DB = BENCH MARK DISK
 BL1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1193_SP_SET: FOUNDATION
 BL1193_STAMPING: D 1021 1954
 BL1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1193
 BL1193  HISTORY     - Date     Condition        Report By
 BL1193  HISTORY     - 1954     MONUMENTED       CGS
 BL1193  HISTORY     - 1973     GOOD             NGS
 BL1193  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1193  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1193  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1193  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 BL1193
 BL1193                          STATION DESCRIPTION
 BL1193
 BL1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1193'1.95 MI S FROM SPRING.
 BL1193'ABOUT 1.95 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1193'CROSSING OF SPRING SCHOOL ROAD, ABOUT 0.1 MILE SOUTH OF A PRIVATE ROAD
 BL1193'CROSSING, 14.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 19 1/2 FEET WEST
 BL1193'OF THE FOURTH TELEPHONE POLE SOUTH OF A PRIVATE ROAD CROSSING, 1.6
 BL1193'FEET SOUTH OF THE NORTH END OF THE FOUNDATION, SET IN THE CONCRETE
 BL1193'FOUNDATION OF A SEMAPHORE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 BL1193'RAIL.
 BL1193
 BL1193                          STATION RECOVERY (1978)
 BL1193
 BL1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1193'NOT RECOVERED.
 BL1193
 BL1193                          STATION RECOVERY (1978)
 BL1193
 BL1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1193'NOT RECOVERED.
 BL1193
 BL1193                          STATION RECOVERY (1995)
 BL1193
 BL1193'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1193'MARK NOT FOUND.
 BL1193
 BL1193                          STATION RECOVERY (2004)
 BL1193
 BL1193'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0034 ***********************************************************************
 CR0034  DESIGNATION -  D 1022
 CR0034  PID         -  CR0034
 CR0034  STATE/COUNTY-  TX/HARRISON
 CR0034  USGS QUAD   -  KARNACK (1978)
 CR0034
 CR0034                         *CURRENT SURVEY CONTROL
 CR0034  ___________________________________________________________________
 CR0034* NAD 83(1986)-  32 37 54.     (N)    094 08 50.     (W)     SCALED    
 CR0034* NAVD 88     -        59.596  (meters)     195.52   (feet)  ADJUSTED  
 CR0034  ___________________________________________________________________
 CR0034  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CR0034  DYNAMIC HT  -          59.529 (meters)     195.30  (feet)  COMP
 CR0034  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 CR0034
 CR0034  VERT ORDER  -  FIRST     CLASS II
 CR0034
 CR0034.The horizontal coordinates were scaled from a topographic map and have
 CR0034.an estimated accuracy of +/- 6 seconds.
 CR0034
 CR0034.The orthometric height was determined by differential leveling
 CR0034.and adjusted by the National Geodetic Survey in June 1991..
 CR0034
 CR0034.The geoid height was determined by GEOID03.
 CR0034
 CR0034.The dynamic height is computed by dividing the NAVD 88
 CR0034.geopotential number by the normal gravity value computed on the
 CR0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0034.degrees latitude (g = 980.6199 gals.).
 CR0034
 CR0034.The modeled gravity was interpolated from observed gravity values.
 CR0034
 CR0034;                    North         East    Units  Estimated Accuracy
 CR0034;SPC TXNC     - 2,115,470.    1,008,310.      MT  (+/- 180 meters Scaled)
 CR0034
 CR0034                          SUPERSEDED SURVEY CONTROL
 CR0034
 CR0034  NGVD 29 (??/??/92)   59.662  (m)          195.74   (f) ADJ UNCH    1 2
 CR0034
 CR0034.Superseded values are not recommended for survey control.
 CR0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0034.See file dsdata.txt to determine how the superseded data were derived.
 CR0034
 CR0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS923110(NAD 83)
 CR0034_MARKER: DB = BENCH MARK DISK
 CR0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0034_STAMPING: D 1022 1954
 CR0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0034+STABILITY: SURFACE MOTION
 CR0034
 CR0034  HISTORY     - Date     Condition        Report By
 CR0034  HISTORY     - 1954     MONUMENTED       CGS
 CR0034  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0034
 CR0034                          STATION DESCRIPTION
 CR0034
 CR0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0034'3.0 MI SE FROM KARNACK.
 CR0034'3.0 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0034'STATION AT KARNACK, 239 FEET WEST OF MILEPOST T - 34, 229 FEET
 CR0034'SOUTHWEST OF THE SOUTHWEST RAIL, 130 FEET EAST OF A FENCE, 43 FEET
 CR0034'SOUTHWEST OF THE SOUTHWEST EDGE OF A POND, 2.6 FEET NORTH OF A WITNESS
 CR0034'POST, ON TOP OF A SMALL SANDY HILL, MIDWAY BETWEEN TRESTLES T - 33.9
 CR0034'AND T - 34.1, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 CR0034'FOOT ABOVE THE GROUND, 211 FEET SOUTHWEST OF A FENCE.
 CR0034
 CR0034                          STATION RECOVERY (1998)
 CR0034
 CR0034'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1786 ***********************************************************************
 AW1786  DESIGNATION -  D 1023
 AW1786  PID         -  AW1786
 AW1786  STATE/COUNTY-  TX/HARRIS
 AW1786  USGS QUAD   -  SATSUMA (1982)
 AW1786
 AW1786                         *CURRENT SURVEY CONTROL
 AW1786  ___________________________________________________________________
 AW1786* NAD 83(1986)-  29 59 50.     (N)    095 33 21.     (W)     SCALED    
 AW1786* NAVD 88     -        38.162  (meters)     125.20   (feet)  ADJUSTED  
 AW1786  ___________________________________________________________________
 AW1786  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AW1786  DYNAMIC HT  -          38.111 (meters)     125.04  (feet)  COMP
 AW1786  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 AW1786
 AW1786  VERT ORDER  -  FIRST     CLASS II
 AW1786
 AW1786.The horizontal coordinates were scaled from a topographic map and have
 AW1786.an estimated accuracy of +/- 6 seconds.
 AW1786
 AW1786.The orthometric height was determined by differential leveling
 AW1786.and adjusted by the National Geodetic Survey in June 1991..
 AW1786
 AW1786.The geoid height was determined by GEOID03.
 AW1786
 AW1786.The dynamic height is computed by dividing the NAVD 88
 AW1786.geopotential number by the normal gravity value computed on the
 AW1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1786.degrees latitude (g = 980.6199 gals.).
 AW1786
 AW1786.The modeled gravity was interpolated from observed gravity values.
 AW1786
 AW1786;                    North         East    Units  Estimated Accuracy
 AW1786;SPC TXSC     - 4,244,710.      932,250.      MT  (+/- 180 meters Scaled)
 AW1786
 AW1786                          SUPERSEDED SURVEY CONTROL
 AW1786
 AW1786  NGVD 29 (12/23/87)   38.157  (m)          125.19   (f) ADJUSTED    1 2
 AW1786
 AW1786.Superseded values are not recommended for survey control.
 AW1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1786.See file dsdata.txt to determine how the superseded data were derived.
 AW1786
 AW1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP534212(NAD 83)
 AW1786_MARKER: DB = BENCH MARK DISK
 AW1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1786_SP_SET: CONCRETE POST
 AW1786_STAMPING: D 1023 1954
 AW1786_MARK LOGO: CGS   
 AW1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1786+STABILITY: SURFACE MOTION
 AW1786
 AW1786  HISTORY     - Date     Condition        Report By
 AW1786  HISTORY     - 1954     MONUMENTED       CGS
 AW1786  HISTORY     - 1973     GOOD             NGS
 AW1786  HISTORY     - 1978     GOOD             NGS
 AW1786  HISTORY     - 1986     GOOD             NGS
 AW1786  HISTORY     - 19950108 GOOD             USPSQD
 AW1786  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW1786
 AW1786                          STATION DESCRIPTION
 AW1786
 AW1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1786'7.7 MI SE FROM TOMBALL.
 AW1786'ABOUT 7.7 MILES SOUTHEAST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD,
 AW1786'ABOUT 50 YARDS NORTH OF AND ACROSS FROM THE TRACKS FROM THE FIRST POLE
 AW1786'NORTHWEST OF MILE POST 77, 49 FEET NORTHEAST OF THE NORTHEAST RAIL,
 AW1786'29.7 FEET NORTHWEST OF A MARKER POST FOR AN UNDERGROUND PIPELINE
 AW1786'CROSSING, 1.6 FEET NORTHEAST OF A FENCE, 2.6 FEET SOUTHEAST OF A
 AW1786'WOODEN WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE RAIL, AND IS A
 AW1786'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AW1786
 AW1786                          STATION RECOVERY (1978)
 AW1786
 AW1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1786'RECOVERED IN GOOD CONDITION.
 AW1786
 AW1786                          STATION RECOVERY (1986)
 AW1786
 AW1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1786'RECOVERED IN GOOD CONDITION.
 AW1786
 AW1786                          STATION RECOVERY (1995)
 AW1786
 AW1786'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1786'RECOVERED IN GOOD CONDITION.
 AW1786
 AW1786                          STATION RECOVERY (2004)
 AW1786
 AW1786'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1558 ***********************************************************************
 BL1558  DESIGNATION -  D 1024
 BL1558  PID         -  BL1558
 BL1558  STATE/COUNTY-  TX/MONTGOMERY
 BL1558  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1558
 BL1558                         *CURRENT SURVEY CONTROL
 BL1558  ___________________________________________________________________
 BL1558* NAD 83(1986)-  30 10 59.     (N)    095 45 11.     (W)     SCALED    
 BL1558* NAVD 88     -        63.90   (+/-2cm)     209.6    (feet)  VERTCON   
 BL1558  ___________________________________________________________________
 BL1558  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1558
 BL1558  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1558
 BL1558.The horizontal coordinates were scaled from a topographic map and have
 BL1558.an estimated accuracy of +/- 6 seconds.
 BL1558
 BL1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1558.The vertical order pertains to the NGVD 29 superseded value.
 BL1558
 BL1558.The geoid height was determined by GEOID03.
 BL1558
 BL1558;                    North         East    Units  Estimated Accuracy
 BL1558;SPC TX C     - 3,066,330.    1,140,990.      MT  (+/- 180 meters Scaled)
 BL1558
 BL1558                          SUPERSEDED SURVEY CONTROL
 BL1558
 BL1558  NGVD 29 (??/??/92)   63.893  (m)          209.62   (f) ADJ UNCH    2 0
 BL1558
 BL1558.Superseded values are not recommended for survey control.
 BL1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1558.See file dsdata.txt to determine how the superseded data were derived.
 BL1558
 BL1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP349422(NAD 83)
 BL1558_MARKER: DB = BENCH MARK DISK
 BL1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1558_STAMPING: D 1024 1954
 BL1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1558+STABILITY: SURFACE MOTION
 BL1558
 BL1558  HISTORY     - Date     Condition        Report By
 BL1558  HISTORY     - 1954     MONUMENTED       CGS
 BL1558  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1558
 BL1558                          STATION DESCRIPTION
 BL1558
 BL1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1558'2.0 MI S FROM MANOLIA.
 BL1558'0.2 MILE WEST ALONG AN OILED STREET FROM THE WEST SCHOOL BUILDING AT
 BL1558'MAGNOLIA, THENCE 1.8 MILES SOUTH ALONG A DIRT ROAD, 48 FEET EAST OF
 BL1558'THE CENTER LINE OF A ROAD, 32 FEET NORTH OF A 16 INCH TRIANGULAR
 BL1558'BLAZED OAK TREE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BL1558'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE--  THIS
 BL1558'ROAD IS NOW UNDER CONSTRUCTION.
 BL1558
 BL1558                          STATION RECOVERY (1978)
 BL1558
 BL1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1558'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0277 ***********************************************************************
 CR0277  DESIGNATION -  D 1025
 CR0277  PID         -  CR0277
 CR0277  STATE/COUNTY-  TX/HOPKINS
 CR0277  USGS QUAD   -  WINNSBORO (1980)
 CR0277
 CR0277                         *CURRENT SURVEY CONTROL
 CR0277  ___________________________________________________________________
 CR0277* NAD 83(1986)-  32 59 21.     (N)    095 19 33.     (W)     SCALED    
 CR0277* NAVD 88     -       156.979  (meters)     515.02   (feet)  ADJUSTED  
 CR0277  ___________________________________________________________________
 CR0277  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CR0277  DYNAMIC HT  -         156.804 (meters)     514.45  (feet)  COMP
 CR0277  MODELED GRAV-     979,519.9   (mgal)                       NAVD 88
 CR0277
 CR0277  VERT ORDER  -  FIRST     CLASS II
 CR0277
 CR0277.The horizontal coordinates were scaled from a topographic map and have
 CR0277.an estimated accuracy of +/- 6 seconds.
 CR0277
 CR0277.The orthometric height was determined by differential leveling
 CR0277.and adjusted by the National Geodetic Survey in June 1991..
 CR0277
 CR0277.The geoid height was determined by GEOID03.
 CR0277
 CR0277.The dynamic height is computed by dividing the NAVD 88
 CR0277.geopotential number by the normal gravity value computed on the
 CR0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0277.degrees latitude (g = 980.6199 gals.).
 CR0277
 CR0277.The modeled gravity was interpolated from observed gravity values.
 CR0277
 CR0277;                    North         East    Units  Estimated Accuracy
 CR0277;SPC TXNC     - 2,151,130.      896,590.      MT  (+/- 180 meters Scaled)
 CR0277
 CR0277                          SUPERSEDED SURVEY CONTROL
 CR0277
 CR0277  NGVD 29 (??/??/92)  156.981  (m)          515.03   (f) ADJ UNCH    1 2
 CR0277
 CR0277.Superseded values are not recommended for survey control.
 CR0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0277.See file dsdata.txt to determine how the superseded data were derived.
 CR0277
 CR0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS826524(NAD 83)
 CR0277_MARKER: DB = BENCH MARK DISK
 CR0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0277_STAMPING: D 1025 1954
 CR0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0277+STABILITY: SURFACE MOTION
 CR0277
 CR0277  HISTORY     - Date     Condition        Report By
 CR0277  HISTORY     - 1954     MONUMENTED       CGS
 CR0277  HISTORY     - 19950627 MARK NOT FOUND   USPSQD
 CR0277
 CR0277                          STATION DESCRIPTION
 CR0277
 CR0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0277'3.3 MI NW FROM WINNSBORO.
 CR0277'3.3 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0277'STATION AT WINNSBORO, 27.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 8.6
 CR0277'FEET SOUTHEAST OF THE 1ST POLE SOUTHEAST OF MILEPOST T - 121, 19.6
 CR0277'FEET SOUTHWEST OF A FENCE, 2.5 FEET SOUTHEAST OF A WITNESS POST, SET
 CR0277'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CR0277'GROUND.
 CR0277
 CR0277                          STATION RECOVERY (1995)
 CR0277
 CR0277'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1640 ***********************************************************************
 BL1640  DESIGNATION -  D 1026
 BL1640  PID         -  BL1640
 BL1640  STATE/COUNTY-  TX/HARRIS
 BL1640  USGS QUAD   -  WALLER (1980)
 BL1640
 BL1640                         *CURRENT SURVEY CONTROL
 BL1640  ___________________________________________________________________
 BL1640* NAD 83(1986)-  30 01 18.     (N)    095 54 27.     (W)     SCALED    
 BL1640* NAVD 88     -        71.81   (+/-2cm)     235.6    (feet)  VERTCON   
 BL1640  ___________________________________________________________________
 BL1640  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL1640
 BL1640  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1640
 BL1640.The horizontal coordinates were scaled from a topographic map and have
 BL1640.an estimated accuracy of +/- 6 seconds.
 BL1640
 BL1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1640.The vertical order pertains to the NGVD 29 superseded value.
 BL1640
 BL1640.The geoid height was determined by GEOID03.
 BL1640
 BL1640;                    North         East    Units  Estimated Accuracy
 BL1640;SPC TXSC     - 4,246,470.      898,270.      MT  (+/- 180 meters Scaled)
 BL1640
 BL1640                          SUPERSEDED SURVEY CONTROL
 BL1640
 BL1640  NGVD 29 (04/06/79)   71.793  (m)          235.54   (f) ADJUSTED    1 2
 BL1640
 BL1640.Superseded values are not recommended for survey control.
 BL1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1640.See file dsdata.txt to determine how the superseded data were derived.
 BL1640
 BL1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP195247(NAD 83)
 BL1640_MARKER: DB = BENCH MARK DISK
 BL1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1640_STAMPING: D 1026 1954
 BL1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1640+STABILITY: SURFACE MOTION
 BL1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1640+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 BL1640
 BL1640  HISTORY     - Date     Condition        Report By
 BL1640  HISTORY     - 1954     MONUMENTED       CGS
 BL1640  HISTORY     - 1978     GOOD             NGS
 BL1640  HISTORY     - 20041014 GOOD             USPSQD
 BL1640
 BL1640                          STATION DESCRIPTION
 BL1640
 BL1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1640'3.15 MI SE FROM WALLER.
 BL1640'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 BL1640'RAILROAD STATION AT WALLER, THENCE 2.0 MILES SOUTH ALONG MATHIS ROAD,
 BL1640'71 FEET EAST OF THE CENTER LINE OF MATHIS ROAD, 33 FEET SOUTH OF THE
 BL1640'CENTER LINE OF BETKA ROAD, 10.2 FEET WEST OF THE CENTER OF A WIRE
 BL1640'GATE, 3.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL1640'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BL1640
 BL1640                          STATION RECOVERY (1978)
 BL1640
 BL1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1640'RECOVERED IN GOOD CONDITION.
 BL1640
 BL1640                          STATION RECOVERY (2004)
 BL1640
 BL1640'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1640'METAL WETNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0242 ***********************************************************************
 AX0242  DESIGNATION -  D 1027 RESET 1959
 AX0242  PID         -  AX0242
 AX0242  STATE/COUNTY-  TX/AUSTIN
 AX0242  USGS QUAD   -  BURLEIGH (1981)
 AX0242
 AX0242                         *CURRENT SURVEY CONTROL
 AX0242  ___________________________________________________________________
 AX0242* NAD 83(1986)-  29 52 39.     (N)    096 09 11.     (W)     SCALED    
 AX0242* NAVD 88     -        39.80   (+/-2cm)     130.6    (feet)  VERTCON   
 AX0242  ___________________________________________________________________
 AX0242  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0242
 AX0242  VERT ORDER  -  THIRD (See Below)
 AX0242
 AX0242.The horizontal coordinates were scaled from a topographic map and have
 AX0242.an estimated accuracy of +/- 6 seconds.
 AX0242
 AX0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0242.The vertical order pertains to the NGVD 29 superseded value.
 AX0242
 AX0242.The geoid height was determined by GEOID03.
 AX0242
 AX0242;                    North         East    Units  Estimated Accuracy
 AX0242;SPC TXSC     - 4,229,900.      874,980.      MT  (+/- 180 meters Scaled)
 AX0242
 AX0242                          SUPERSEDED SURVEY CONTROL
 AX0242
 AX0242  NGVD 29 (??/??/??)   39.78   (m)          130.5    (f) RESET       3  
 AX0242
 AX0242.Superseded values are not recommended for survey control.
 AX0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0242.See file dsdata.txt to determine how the superseded data were derived.
 AX0242
 AX0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU749086(NAD 83)
 AX0242_MARKER: DB = BENCH MARK DISK
 AX0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0242_STAMPING: D 1027 RESET 1959
 AX0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0242+STABILITY: SURFACE MOTION
 AX0242
 AX0242  HISTORY     - Date     Condition        Report By
 AX0242  HISTORY     - 1959     MONUMENTED       TXHD
 AX0242  HISTORY     - 1988     GOOD             USPSQD
 AX0242  HISTORY     - 19991023 GOOD             USPSQD
 AX0242
 AX0242                          STATION DESCRIPTION
 AX0242
 AX0242'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AX0242'4.45 MI E FROM PETERS.
 AX0242'THE MARK IS LOCATED 1.65 MILES SOUTHEAST ALONG THE GULF, COLORADO AND
 AX0242'SANTA FE RAILROAD FROM THE STATION SIGN AT PETERS, THENCE 2.8 MILES
 AX0242'NORTH ALONG TEXAS HIGHWAY DEPARTMENT FM 331, 0.6 MILE NORTH OF A
 AX0242'BRIDGE OVER MILL CREEK, 49 FEET EAST OF THE CENTERLINE OF FM 331, 2.0
 AX0242'FEET SOUTHWEST OF A FENCE LEADING EAST, 1.5 FOOT NORTH OF A WITNESS
 AX0242'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AX0242'THE GROUND.
 AX0242
 AX0242                          STATION RECOVERY (1988)
 AX0242
 AX0242'RECOVERY NOTE BY US POWER SQUADRON 1988 (GPH)
 AX0242'RECOVERED IN GOOD CONDITION.
 AX0242
 AX0242                          STATION RECOVERY (1999)
 AX0242
 AX0242'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0224 ***********************************************************************
 AX0224  DESIGNATION -  D 1028
 AX0224  PID         -  AX0224
 AX0224  STATE/COUNTY-  TX/WALLER
 AX0224  USGS QUAD   -  SUNNY SIDE (1980)
 AX0224
 AX0224                         *CURRENT SURVEY CONTROL
 AX0224  ___________________________________________________________________
 AX0224* NAD 83(1986)-  29 58 53.     (N)    096 02 06.     (W)     SCALED    
 AX0224* NAVD 88     -        52.74   (+/-2cm)     173.0    (feet)  VERTCON   
 AX0224  ___________________________________________________________________
 AX0224  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0224
 AX0224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0224
 AX0224.The horizontal coordinates were scaled from a topographic map and have
 AX0224.an estimated accuracy of +/- 6 seconds.
 AX0224
 AX0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0224.The vertical order pertains to the NGVD 29 superseded value.
 AX0224
 AX0224.The geoid height was determined by GEOID03.
 AX0224
 AX0224;                    North         East    Units  Estimated Accuracy
 AX0224;SPC TXSC     - 4,241,690.      886,080.      MT  (+/- 180 meters Scaled)
 AX0224
 AX0224                          SUPERSEDED SURVEY CONTROL
 AX0224
 AX0224  NGVD 29 (??/??/92)   52.726  (m)          172.99   (f) ADJ UNCH    2 0
 AX0224
 AX0224.Superseded values are not recommended for survey control.
 AX0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0224.See file dsdata.txt to determine how the superseded data were derived.
 AX0224
 AX0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU860204(NAD 83)
 AX0224_MARKER: DB = BENCH MARK DISK
 AX0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0224_STAMPING: D 1028 1954
 AX0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0224+STABILITY: SURFACE MOTION
 AX0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0224+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AX0224
 AX0224  HISTORY     - Date     Condition        Report By
 AX0224  HISTORY     - 1954     MONUMENTED       CGS
 AX0224  HISTORY     - 20041016 GOOD             USPSQD
 AX0224
 AX0224                          STATION DESCRIPTION
 AX0224
 AX0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0224'9.35 MI S FROM HEMPSTEAD.
 AX0224'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 AX0224'HEMPSTEAD, THENCE 6.9 MILES SOUTH ALONG FARM ROAD 359, 0.1 MILE SOUTH
 AX0224'OF A RED STONE HOUSE, 48 FEET EAST OF THE CENTER LINE OF THE FARM
 AX0224'ROAD, 2.4 FEET WEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN
 AX0224'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AX0224
 AX0224                          STATION RECOVERY (2004)
 AX0224
 AX0224'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0224'METAL WITNESS POST AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0149 ***********************************************************************
 BM0149  DESIGNATION -  D 1029
 BM0149  PID         -  BM0149
 BM0149  STATE/COUNTY-  TX/WALLER
 BM0149  USGS QUAD   -  HEMPSTEAD (1980)
 BM0149
 BM0149                         *CURRENT SURVEY CONTROL
 BM0149  ___________________________________________________________________
 BM0149* NAD 83(1986)-  30 05 47.     (N)    096 03 51.     (W)     SCALED    
 BM0149* NAVD 88     -        71.43   (+/-2cm)     234.3    (feet)  VERTCON   
 BM0149  ___________________________________________________________________
 BM0149  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BM0149
 BM0149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0149
 BM0149.The horizontal coordinates were scaled from a topographic map and have
 BM0149.an estimated accuracy of +/- 6 seconds.
 BM0149
 BM0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0149.The vertical order pertains to the NGVD 29 superseded value.
 BM0149
 BM0149.The geoid height was determined by GEOID03.
 BM0149
 BM0149;                    North         East    Units  Estimated Accuracy
 BM0149;SPC TXSC     - 4,254,370.      882,950.      MT  (+/- 180 meters Scaled)
 BM0149
 BM0149                          SUPERSEDED SURVEY CONTROL
 BM0149
 BM0149  NGVD 29 (??/??/92)   71.42   (m)          234.3    (f) COMPUTED    2 0
 BM0149
 BM0149.Superseded values are not recommended for survey control.
 BM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0149.See file dsdata.txt to determine how the superseded data were derived.
 BM0149
 BM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU829331(NAD 83)
 BM0149_MARKER: DB = BENCH MARK DISK
 BM0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0149_STAMPING: D 1029 1954
 BM0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0149+STABILITY: SURFACE MOTION
 BM0149
 BM0149  HISTORY     - Date     Condition        Report By
 BM0149  HISTORY     - 1954     MONUMENTED       CGS
 BM0149  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0149  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0149
 BM0149                          STATION DESCRIPTION
 BM0149
 BM0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0149'0.7 MI E FROM HEMPSTEAD.
 BM0149'0.7 MILE EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT HEMPSTEAD,
 BM0149'50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 275 FEET EAST OF THE
 BM0149'CENTER LINE OF A DRIVEWAY LEADING TO THE STATE HIGHWAY DEPARTMENT
 BM0149'BUILDING, 3 FEET EAST OF A WITNESS POST, 3 FEET SOUTH OF A FENCE, SET
 BM0149'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 BM0149'GROUND.
 BM0149
 BM0149                          STATION RECOVERY (1991)
 BM0149
 BM0149'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0149'MARK NOT FOUND.
 BM0149
 BM0149                          STATION RECOVERY (1999)
 BM0149
 BM0149'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0006 ***********************************************************************
 BO0006  DESIGNATION -  D 103
 BO0006  PID         -  BO0006
 BO0006  STATE/COUNTY-  TX/KIMBLE
 BO0006  USGS QUAD   -  ROOSEVELT (1987)
 BO0006
 BO0006                         *CURRENT SURVEY CONTROL
 BO0006  ___________________________________________________________________
 BO0006* NAD 83(1986)-  30 29 05.     (N)    100 02 16.     (W)     SCALED    
 BO0006* NAVD 88     -       580.782  (meters)    1905.45   (feet)  POSTED    
 BO0006  ___________________________________________________________________
 BO0006  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 BO0006  DYNAMIC HT  -         579.950 (meters)    1902.72  (feet)  COMP
 BO0006  MODELED GRAV-     979,199.6   (mgal)                       NAVD 88
 BO0006
 BO0006  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BO0006
 BO0006.The horizontal coordinates were scaled from a topographic map and have
 BO0006.an estimated accuracy of +/- 6 seconds.
 BO0006
 BO0006.The orthometric height was determined by differential leveling
 BO0006.and adjusted by the National Geodetic Survey in 1992..
 BO0006.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BO0006.rate of 0.0 thru 1.0 mm/km.
 BO0006
 BO0006.The geoid height was determined by GEOID03.
 BO0006
 BO0006.The dynamic height is computed by dividing the NAVD 88
 BO0006.geopotential number by the normal gravity value computed on the
 BO0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0006.degrees latitude (g = 980.6199 gals.).
 BO0006
 BO0006.The modeled gravity was interpolated from observed gravity values.
 BO0006
 BO0006;                    North         East    Units  Estimated Accuracy
 BO0006;SPC TX C     - 3,090,720.      728,380.      MT  (+/- 180 meters Scaled)
 BO0006
 BO0006                          SUPERSEDED SURVEY CONTROL
 BO0006
 BO0006  NGVD 29 (??/??/92)  580.711  (m)         1905.22   (f) ADJ UNCH    1 2
 BO0006
 BO0006.Superseded values are not recommended for survey control.
 BO0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0006.See file dsdata.txt to determine how the superseded data were derived.
 BO0006
 BO0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU003729(NAD 83)
 BO0006_MARKER: DB = BENCH MARK DISK
 BO0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0006_SP_SET: CURB
 BO0006_STAMPING: D 103 1932
 BO0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0006
 BO0006  HISTORY     - Date     Condition        Report By
 BO0006  HISTORY     - 1932     MONUMENTED       CGS
 BO0006  HISTORY     - 1958     GOOD             NGS
 BO0006  HISTORY     - 19950805 GOOD             USPSQD
 BO0006
 BO0006                          STATION DESCRIPTION
 BO0006
 BO0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0006'18.35 MI W FROM JUNCTION.
 BO0006'ABOUT 18.35 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0006'JUNCTION, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 BO0006'TOP OF THE SOUTHEAST END OF THE NORTHWEST ABUTMENT OF THE BRIDGE OVER
 BO0006'THE LLANO RIVER, 3 INCHES NORTHWEST OF THE SOUTHEAST CONCRETE CURB, 8
 BO0006'INCHES BELOW THE TOP OF THE CURB AND ABOUT FLUSH WITH THE LEVEL OF THE
 BO0006'HIGHWAY.
 BO0006
 BO0006                          STATION RECOVERY (1995)
 BO0006
 BO0006'RECOVERY NOTE BY US POWER SQUADRON 1995
 BO0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0184 ***********************************************************************
 BM0184  DESIGNATION -  D 1030
 BM0184  PID         -  BM0184
 BM0184  STATE/COUNTY-  TX/AUSTIN
 BM0184  USGS QUAD   -  BUCKHORN (1989)
 BM0184
 BM0184                         *CURRENT SURVEY CONTROL
 BM0184  ___________________________________________________________________
 BM0184* NAD 83(1986)-  30 04 01.     (N)    096 14 51.     (W)     SCALED    
 BM0184* NAVD 88     -        73.02   (+/-2cm)     239.6    (feet)  VERTCON   
 BM0184  ___________________________________________________________________
 BM0184  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BM0184
 BM0184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0184
 BM0184.The horizontal coordinates were scaled from a topographic map and have
 BM0184.an estimated accuracy of +/- 6 seconds.
 BM0184
 BM0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0184.The vertical order pertains to the NGVD 29 superseded value.
 BM0184
 BM0184.The geoid height was determined by GEOID03.
 BM0184
 BM0184;                    North         East    Units  Estimated Accuracy
 BM0184;SPC TXSC     - 4,250,670.      865,360.      MT  (+/- 180 meters Scaled)
 BM0184
 BM0184                          SUPERSEDED SURVEY CONTROL
 BM0184
 BM0184  NGVD 29 (??/??/92)   72.998  (m)          239.49   (f) ADJ UNCH    2 0
 BM0184
 BM0184.Superseded values are not recommended for survey control.
 BM0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0184.See file dsdata.txt to determine how the superseded data were derived.
 BM0184
 BM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU653293(NAD 83)
 BM0184_MARKER: DB = BENCH MARK DISK
 BM0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0184_STAMPING: D 1030 1954
 BM0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0184+STABILITY: SURFACE MOTION
 BM0184
 BM0184  HISTORY     - Date     Condition        Report By
 BM0184  HISTORY     - 1954     MONUMENTED       CGS
 BM0184  HISTORY     - 19910726 POOR             USPSQD
 BM0184  HISTORY     - 19991021 GOOD             USPSQD
 BM0184
 BM0184                          STATION DESCRIPTION
 BM0184
 BM0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0184'5.7 MI NE FROM KENNEY.
 BM0184'0.6 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BM0184'THE STATION AT KENNEY, THENCE 4.9 MILES NORTHEAST ALONG A GRADED DIRT
 BM0184'ROAD, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, 18 FEET NORTH OF
 BM0184'THE CENTER LINE OF A ROAD, 16 FEET WEST OF THE CENTER LINE OF A
 BM0184'PRIVATE DRIVEWAY LEADING NORTH, 2.2 FEET SOUTH OF A FENCE, 2.6 FEET
 BM0184'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0184'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0184
 BM0184                          STATION RECOVERY (1991)
 BM0184
 BM0184'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0184'MARK RECOVERED IN POOR CONDITION.
 BM0184
 BM0184                          STATION RECOVERY (1999)
 BM0184
 BM0184'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1564 ***********************************************************************
 BL1564  DESIGNATION -  D 1031
 BL1564  PID         -  BL1564
 BL1564  STATE/COUNTY-  TX/HARRIS
 BL1564  USGS QUAD   -  WALLER (1980)
 BL1564
 BL1564                         *CURRENT SURVEY CONTROL
 BL1564  ___________________________________________________________________
 BL1564* NAD 83(1986)-  30 05 38.     (N)    095 55 15.     (W)     SCALED    
 BL1564* NAVD 88     -        83.53   (+/-2cm)     274.0    (feet)  VERTCON   
 BL1564  ___________________________________________________________________
 BL1564  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL1564
 BL1564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1564
 BL1564.The horizontal coordinates were scaled from a topographic map and have
 BL1564.an estimated accuracy of +/- 6 seconds.
 BL1564
 BL1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1564.The vertical order pertains to the NGVD 29 superseded value.
 BL1564
 BL1564.The geoid height was determined by GEOID03.
 BL1564
 BL1564;                    North         East    Units  Estimated Accuracy
 BL1564;SPC TXSC     - 4,254,440.      896,770.      MT  (+/- 180 meters Scaled)
 BL1564
 BL1564                          SUPERSEDED SURVEY CONTROL
 BL1564
 BL1564  NGVD 29 (??/??/92)   83.520  (m)          274.02   (f) ADJ UNCH    2 0
 BL1564
 BL1564.Superseded values are not recommended for survey control.
 BL1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1564.See file dsdata.txt to determine how the superseded data were derived.
 BL1564
 BL1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP184327(NAD 83)
 BL1564_MARKER: DB = BENCH MARK DISK
 BL1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1564_STAMPING: D 1031 1954
 BL1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1564+STABILITY: SURFACE MOTION
 BL1564
 BL1564  HISTORY     - Date     Condition        Report By
 BL1564  HISTORY     - 1954     MONUMENTED       CGS
 BL1564  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1564  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1564  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1564  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1564
 BL1564                          STATION DESCRIPTION
 BL1564
 BL1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1564'2.9 MI N FROM WALLER.
 BL1564'0.35 MILE EAST ALONG AN OILED STREET FROM THE TEXAS AND NEW ORLEANS
 BL1564'RAILROAD STATION AT WALLER, THENCE 2.55 MILES NORTH ALONG THE FIELDS
 BL1564'STORE ROAD, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.15 MILE
 BL1564'SOUTH OF A SMALL CULVERT, 1 FOOT WEST OF A FENCE, 2.6 FEET SOUTH OF A
 BL1564'WITNESS POST, 0.15 MILE SOUTH OF A JUNCTION WITH KNABLE ROAD, SET IN
 BL1564'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1564
 BL1564                          STATION RECOVERY (1978)
 BL1564
 BL1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1564'NOT RECOVERED.
 BL1564
 BL1564                          STATION RECOVERY (1987)
 BL1564
 BL1564'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1564'MARK NOT FOUND.
 BL1564
 BL1564                          STATION RECOVERY (1993)
 BL1564
 BL1564'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1564'MARK NOT FOUND.
 BL1564
 BL1564                          STATION RECOVERY (2005)
 BL1564
 BL1564'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWB)
 BL1564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1543 ***********************************************************************
 BL1543  DESIGNATION -  D 1032
 BL1543  PID         -  BL1543
 BL1543  STATE/COUNTY-  TX/WALLER
 BL1543  USGS QUAD   -  WALLER NW (1980)
 BL1543
 BL1543                         *CURRENT SURVEY CONTROL
 BL1543  ___________________________________________________________________
 BL1543* NAD 83(1986)-  30 08 42.     (N)    095 53 22.     (W)     SCALED    
 BL1543* NAVD 88     -        85.84   (+/-2cm)     281.6    (feet)  VERTCON   
 BL1543  ___________________________________________________________________
 BL1543  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1543
 BL1543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1543
 BL1543.The horizontal coordinates were scaled from a topographic map and have
 BL1543.an estimated accuracy of +/- 6 seconds.
 BL1543
 BL1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1543.The vertical order pertains to the NGVD 29 superseded value.
 BL1543
 BL1543.The geoid height was determined by GEOID03.
 BL1543
 BL1543;                    North         East    Units  Estimated Accuracy
 BL1543;SPC TXSC     - 4,260,190.      899,640.      MT  (+/- 180 meters Scaled)
 BL1543
 BL1543                          SUPERSEDED SURVEY CONTROL
 BL1543
 BL1543  NGVD 29 (??/??/92)   85.832  (m)          281.60   (f) ADJ UNCH    2 0
 BL1543
 BL1543.Superseded values are not recommended for survey control.
 BL1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1543.See file dsdata.txt to determine how the superseded data were derived.
 BL1543
 BL1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP216383(NAD 83)
 BL1543_MARKER: DB = BENCH MARK DISK
 BL1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1543_STAMPING: D 1032 1954
 BL1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1543+STABILITY: SURFACE MOTION
 BL1543
 BL1543  HISTORY     - Date     Condition        Report By
 BL1543  HISTORY     - 1954     MONUMENTED       CGS
 BL1543  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1543  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1543
 BL1543                          STATION DESCRIPTION
 BL1543
 BL1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1543'9.45 MI NE FROM WALLER.
 BL1543'0.35 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1543'RAILROAD STATION AT WALLER, THENCE 4.8 MILES NORTH ALONG THE FIELDS
 BL1543'STORE ROAD, THENCE 0.4 MILE EAST ALONG THE MAYER ROAD, THENCE 2.0
 BL1543'MILES NORTH ALONG THE FIELDS STORE ROAD, THENCE 1.1 MILES EAST ALONG A
 BL1543'DIRT ROAD, THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.2 MILE
 BL1543'EAST ALONG A DIRT ROAD, THENCE 0.45 MILE SOUTH ALONG A DIRT ROAD, 16
 BL1543'FEET SOUTH OF THE CENTER LINE OF A ROAD, AT A JOG IN THE ROAD, 13 FEET
 BL1543'WEST OF THE CENTER OF A WIRE GATE, 0.4 MILE WEST OF CLIFFS STORE, 1.6
 BL1543'FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 BL1543'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BL1543
 BL1543                          STATION RECOVERY (1978)
 BL1543
 BL1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1543'NOT RECOVERED.
 BL1543
 BL1543                          STATION RECOVERY (1987)
 BL1543
 BL1543'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1506 ***********************************************************************
 BL1506  DESIGNATION -  D 1033
 BL1506  PID         -  BL1506
 BL1506  STATE/COUNTY-  TX/WALLER
 BL1506  USGS QUAD   -  WALLER NW (1980)
 BL1506
 BL1506                         *CURRENT SURVEY CONTROL
 BL1506  ___________________________________________________________________
 BL1506* NAD 83(1986)-  30 11 11.     (N)    095 55 41.     (W)     SCALED    
 BL1506* NAVD 88     -        81.38   (+/-2cm)     267.0    (feet)  VERTCON   
 BL1506  ___________________________________________________________________
 BL1506  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL1506
 BL1506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1506
 BL1506.The horizontal coordinates were scaled from a topographic map and have
 BL1506.an estimated accuracy of +/- 6 seconds.
 BL1506
 BL1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1506.The vertical order pertains to the NGVD 29 superseded value.
 BL1506
 BL1506.The geoid height was determined by GEOID03.
 BL1506
 BL1506;                    North         East    Units  Estimated Accuracy
 BL1506;SPC TXSC     - 4,264,680.      895,800.      MT  (+/- 180 meters Scaled)
 BL1506
 BL1506                          SUPERSEDED SURVEY CONTROL
 BL1506
 BL1506  NGVD 29 (??/??/92)   81.367  (m)          266.95   (f) ADJ UNCH    2 0
 BL1506
 BL1506.Superseded values are not recommended for survey control.
 BL1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1506.See file dsdata.txt to determine how the superseded data were derived.
 BL1506
 BL1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP180430(NAD 83)
 BL1506_MARKER: DB = BENCH MARK DISK
 BL1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1506_STAMPING: D 1033 1954
 BL1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1506+STABILITY: SURFACE MOTION
 BL1506
 BL1506  HISTORY     - Date     Condition        Report By
 BL1506  HISTORY     - 1954     MONUMENTED       CGS
 BL1506
 BL1506                          STATION DESCRIPTION
 BL1506
 BL1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1506'19.95 MI S FROM NAVASOTA.
 BL1506'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1506'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1506'GRAVELED ROAD, THENCE 2.9 MILES SOUTH ALONG FARM ROAD 245, THENCE 2.05
 BL1506'MILES SOUTH ALONG A DIRT ROAD, THENCE 4.2 MILES SOUTH ALONG AN OILED
 BL1506'ROAD, AT THE EAST END OF A 0.2 MILE JOG IN THE ROAD, 85 FEET NORTH OF
 BL1506'THE CENTER LINE OF AN OILED ROAD, 21 FEET NORTH OF THE CENTER LINE OF
 BL1506'AN OLD ROAD, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, 4
 BL1506'FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 BL1506'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0709 ***********************************************************************
 BM0709  DESIGNATION -  D 1034
 BM0709  PID         -  BM0709
 BM0709  STATE/COUNTY-  TX/WILLIAMSON
 BM0709  USGS QUAD   -  ROUND ROCK (1987)
 BM0709
 BM0709                         *CURRENT SURVEY CONTROL
 BM0709  ___________________________________________________________________
 BM0709* NAD 83(1986)-  30 31 17.     (N)    097 41 45.     (W)     SCALED    
 BM0709* NAVD 88     -       227.51   (+/-2cm)     746.4    (feet)  VERTCON   
 BM0709  ___________________________________________________________________
 BM0709  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BM0709
 BM0709  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0709
 BM0709.The horizontal coordinates were scaled from a topographic map and have
 BM0709.an estimated accuracy of +/- 6 seconds.
 BM0709
 BM0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0709.The vertical order pertains to the NGVD 29 superseded value.
 BM0709
 BM0709.The geoid height was determined by GEOID03.
 BM0709
 BM0709;                    North         East    Units  Estimated Accuracy
 BM0709;SPC TX C     - 3,097,750.      953,100.      MT  (+/- 180 meters Scaled)
 BM0709
 BM0709                          SUPERSEDED SURVEY CONTROL
 BM0709
 BM0709  NGVD 29 (??/??/92)  227.437  (m)          746.18   (f) ADJ UNCH    2 0
 BM0709
 BM0709.Superseded values are not recommended for survey control.
 BM0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0709.See file dsdata.txt to determine how the superseded data were derived.
 BM0709
 BM0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU251772(NAD 83)
 BM0709_MARKER: DB = BENCH MARK DISK
 BM0709_SETTING: 80 = SET IN A BOULDER
 BM0709_SP_SET: BOULDER
 BM0709_STAMPING: D 1034 1954
 BM0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0709+STABILITY: SURFACE MOTION
 BM0709
 BM0709  HISTORY     - Date     Condition        Report By
 BM0709  HISTORY     - 1954     MONUMENTED       CGS
 BM0709  HISTORY     - 1975     MARK NOT FOUND   USGS
 BM0709  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0709  HISTORY     - 19990323 MARK NOT FOUND   USPSQD
 BM0709
 BM0709                          STATION DESCRIPTION
 BM0709
 BM0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0709'1.8 MI N FROM ROUND ROCK.
 BM0709'1.8 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0709'FROM THE STATION AT ROUND ROCK, 2 1/2 POLES NORTH OF MILEPOST 1/20,
 BM0709'100 YARDS EAST OF A ROCK CRUSHER, 9 FEET EAST OF THE EAST RAIL, 21
 BM0709'FEET WEST OF A FENCE, SET IN THE TOP OF A LIMESTONE BOULDER.
 BM0709
 BM0709                          STATION RECOVERY (1975)
 BM0709
 BM0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BM0709'MARK NOT FOUND.
 BM0709
 BM0709                          STATION RECOVERY (1980)
 BM0709
 BM0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0709'SEARCHED FOR, NOT RECOVERED.
 BM0709
 BM0709                          STATION RECOVERY (1999)
 BM0709
 BM0709'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0722 ***********************************************************************
 BM0722  DESIGNATION -  D 1035
 BM0722  PID         -  BM0722
 BM0722  STATE/COUNTY-  TX/WILLIAMSON
 BM0722  USGS QUAD   -  GEORGETOWN (1982)
 BM0722
 BM0722                         *CURRENT SURVEY CONTROL
 BM0722  ___________________________________________________________________
 BM0722* NAD 83(1986)-  30 40 47.     (N)    097 40 20.     (W)     SCALED    
 BM0722* NAVD 88     -       230.53   (+/-2cm)     756.3    (feet)  VERTCON   
 BM0722  ___________________________________________________________________
 BM0722  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BM0722
 BM0722  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0722
 BM0722.The horizontal coordinates were scaled from a topographic map and have
 BM0722.an estimated accuracy of +/- 6 seconds.
 BM0722
 BM0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0722.The vertical order pertains to the NGVD 29 superseded value.
 BM0722
 BM0722.The geoid height was determined by GEOID03.
 BM0722
 BM0722;                    North         East    Units  Estimated Accuracy
 BM0722;SPC TX C     - 3,115,350.      954,940.      MT  (+/- 180 meters Scaled)
 BM0722
 BM0722                          SUPERSEDED SURVEY CONTROL
 BM0722
 BM0722  NGVD 29 (??/??/92)  230.434  (m)          756.02   (f) ADJ UNCH    2 0
 BM0722
 BM0722.Superseded values are not recommended for survey control.
 BM0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0722.See file dsdata.txt to determine how the superseded data were derived.
 BM0722
 BM0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU271948(NAD 83)
 BM0722_MARKER: DB = BENCH MARK DISK
 BM0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0722_STAMPING: D 1035 1954
 BM0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0722+STABILITY: SURFACE MOTION
 BM0722
 BM0722  HISTORY     - Date     Condition        Report By
 BM0722  HISTORY     - 1954     MONUMENTED       CGS
 BM0722  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0722  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0722
 BM0722                          STATION DESCRIPTION
 BM0722
 BM0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0722'3.3 MI NW FROM GEORGETOWN.
 BM0722'0.2 MILE EAST ALONG A PAVED STREET FROM THE INTERNATIONAL AND GREAT
 BM0722'NORTHERN RAILROAD STATION AT GEORGETOWN, THENCE 1.6 MILES NORTH ALONG
 BM0722'U.S. HIGHWAY 81, THENCE 0.45 MILE NORTHWEST ALONG AN OILED ROAD,
 BM0722'THENCE 1.05 MILES NORTHWEST ALONG A GRAVELED ROAD, 31 FEET WEST OF THE
 BM0722'CENTER LINE OF A ROAD, 50 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO
 BM0722'THE GEORGETOWN MUNICIPAL AIRPORT, 1.6 FEET EAST OF A FENCE, 2.6 FEET
 BM0722'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0722'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0722
 BM0722                          STATION RECOVERY (1990)
 BM0722
 BM0722'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0722'MARK NOT FOUND.
 BM0722
 BM0722                          STATION RECOVERY (1999)
 BM0722
 BM0722'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0410 ***********************************************************************
 BL0410  DESIGNATION -  D 1036
 BL0410  PID         -  BL0410
 BL0410  STATE/COUNTY-  TX/LIBERTY
 BL0410  USGS QUAD   -  DAISETTA (1984)
 BL0410
 BL0410                         *CURRENT SURVEY CONTROL
 BL0410  ___________________________________________________________________
 BL0410* NAD 83(1986)-  30 02 33.     (N)    094 40 23.     (W)     SCALED    
 BL0410* NAVD 88     -        19.161  (meters)      62.86   (feet)  ADJUSTED  
 BL0410  ___________________________________________________________________
 BL0410  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0410  DYNAMIC HT  -          19.135 (meters)      62.78  (feet)  COMP
 BL0410  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 BL0410
 BL0410  VERT ORDER  -  FIRST     CLASS I
 BL0410
 BL0410.The horizontal coordinates were scaled from a topographic map and have
 BL0410.an estimated accuracy of +/- 6 seconds.
 BL0410
 BL0410.The orthometric height was determined by differential leveling
 BL0410.and adjusted by the National Geodetic Survey in June 1991..
 BL0410
 BL0410.The geoid height was determined by GEOID03.
 BL0410
 BL0410.The dynamic height is computed by dividing the NAVD 88
 BL0410.geopotential number by the normal gravity value computed on the
 BL0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0410.degrees latitude (g = 980.6199 gals.).
 BL0410
 BL0410.The modeled gravity was interpolated from observed gravity values.
 BL0410
 BL0410;                    North         East    Units  Estimated Accuracy
 BL0410;SPC TX C     - 3,055,550.    1,245,680.      MT  (+/- 180 meters Scaled)
 BL0410
 BL0410                          SUPERSEDED SURVEY CONTROL
 BL0410
 BL0410  NGVD 29 (12/23/87)   19.165  (m)           62.88   (f) ADJUSTED    1 1
 BL0410
 BL0410.Superseded values are not recommended for survey control.
 BL0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0410.See file dsdata.txt to determine how the superseded data were derived.
 BL0410
 BL0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP386246(NAD 83)
 BL0410_MARKER: DB = BENCH MARK DISK
 BL0410_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL0410_SP_SET: SILO FOUNDATION
 BL0410_STAMPING: D 1036 1955
 BL0410_MARK LOGO: CGS   
 BL0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0410+STABILITY: SURFACE MOTION
 BL0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0410+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2004
 BL0410
 BL0410  HISTORY     - Date     Condition        Report By
 BL0410  HISTORY     - 1955     MONUMENTED       CGS
 BL0410  HISTORY     - 1972     GOOD             NGS
 BL0410  HISTORY     - 1987     GOOD             NGS
 BL0410  HISTORY     - 1988     GOOD             USPSQD
 BL0410  HISTORY     - 19950817 GOOD             USPSQD
 BL0410  HISTORY     - 20041003 GOOD             USPSQD
 BL0410
 BL0410                          STATION DESCRIPTION
 BL0410
 BL0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0410'IN RAYWOOD.
 BL0410'ABOUT 0.1 MILE WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE AT
 BL0410'RAYWOOD, ABOUT 150 YARDS NORTH OF THE HIGHWAY, AT THE AMERICAN RICE
 BL0410'GROWERS CO-OP ASSN. DRYING PLANT AND ELEVATOR, SET IN THE TOP OF THE
 BL0410'NORTH SIDE OF THE EAST ONE OF 5 LARGE ROUND STORAGE BINS, 83 FEET
 BL0410'SOUTH OF THE SOUTH RAIL OF THE MAIN LINE TRACK OF THE SOUTHERN PACIFIC
 BL0410'RAILROAD, 6.5 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 1 FOOT
 BL0410'NORTH OF THE CENTER OF THE NORTH WALL OF THE BIN, AND ABOUT LEVEL WITH
 BL0410'THE GROUND AND 1/2 FOOT BELOW THE LEVEL OF THE SIDE TRACK.
 BL0410
 BL0410                          STATION RECOVERY (1987)
 BL0410
 BL0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0410'RECOVERED IN GOOD CONDITION.
 BL0410
 BL0410                          STATION RECOVERY (1988)
 BL0410
 BL0410'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0410'RECOVERED IN GOOD CONDITION.
 BL0410
 BL0410                          STATION RECOVERY (1995)
 BL0410
 BL0410'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0410'RECOVERED IN GOOD CONDITION.
 BL0410
 BL0410                          STATION RECOVERY (2004)
 BL0410
 BL0410'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0218 ***********************************************************************
 EO0218  DESIGNATION -  D 1038
 EO0218  PID         -  EO0218
 EO0218  STATE/COUNTY-  TX/PARMER
 EO0218  USGS QUAD   -  BOVINA (1980)
 EO0218
 EO0218                         *CURRENT SURVEY CONTROL
 EO0218  ___________________________________________________________________
 EO0218* NAD 83(1986)-  34 31 42.     (N)    102 52 47.     (W)     SCALED    
 EO0218* NAVD 88     -      1240.186  (meters)    4068.84   (feet)  ADJUSTED  
 EO0218  ___________________________________________________________________
 EO0218  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 EO0218  DYNAMIC HT  -        1238.574 (meters)    4063.55  (feet)  COMP
 EO0218  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 EO0218
 EO0218  VERT ORDER  -  FIRST     CLASS II
 EO0218
 EO0218.The horizontal coordinates were scaled from a topographic map and have
 EO0218.an estimated accuracy of +/- 6 seconds.
 EO0218
 EO0218.The orthometric height was determined by differential leveling
 EO0218.and adjusted by the National Geodetic Survey in June 1991..
 EO0218.WARNING-Repeat measurements at this control monument indicate possible
 EO0218.vertical movement.
 EO0218
 EO0218.The geoid height was determined by GEOID03.
 EO0218
 EO0218.The dynamic height is computed by dividing the NAVD 88
 EO0218.geopotential number by the normal gravity value computed on the
 EO0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0218.degrees latitude (g = 980.6199 gals.).
 EO0218
 EO0218.The modeled gravity was interpolated from observed gravity values.
 EO0218
 EO0218;                    North         East    Units  Estimated Accuracy
 EO0218;SPC TX N     - 1,059,500.       73,330.      MT  (+/- 180 meters Scaled)
 EO0218
 EO0218                          SUPERSEDED SURVEY CONTROL
 EO0218
 EO0218  NGVD 29 (??/??/92) 1239.624  (m)         4067.00   (f) ADJ UNCH    1 2
 EO0218
 EO0218.Superseded values are not recommended for survey control.
 EO0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0218.See file dsdata.txt to determine how the superseded data were derived.
 EO0218
 EO0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU945227(NAD 83)
 EO0218_MARKER: DB = BENCH MARK DISK
 EO0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0218_STAMPING: D 1038 1958
 EO0218_MARK LOGO: CGS   
 EO0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0218+STABILITY: SURFACE MOTION
 EO0218
 EO0218  HISTORY     - Date     Condition        Report By
 EO0218  HISTORY     - 1958     MONUMENTED       CGS
 EO0218  HISTORY     - 1984     GOOD             NGS
 EO0218
 EO0218                          STATION DESCRIPTION
 EO0218
 EO0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0218'0.6 MI NE FROM BOVINA.
 EO0218'ABOUT 0.6 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0218'THE STATION AT BOVINA, 14 TELEPHONE POLES NORTHEAST OF MILE POST 634,
 EO0218'2 POLES SOUTHWEST OF THE NORTHEAST END OF A SIDE TRACK, 56 FEET
 EO0218'NORTHWEST OF THE NEAR RAIL OF THE MAIN TRACK, 93 FEET SOUTHEAST OF THE
 EO0218'CENTER LINE OF U. S. HIGHWAY 60, 2 FEET NORTHWEST OF A METAL WITNESS
 EO0218'POST, ABOUT 3 FEET ABOVE THE TRACK, ABOUT 2 FEET ABOVE THE LEVEL OF
 EO0218'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EO0218
 EO0218                          STATION RECOVERY (1984)
 EO0218
 EO0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0218'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  18.6 KM
 EO0218'(11.7 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0218'RAILROAD FROM THE STATION IN FRIONA, OR 21.8 KM (13.55 MI)
 EO0218'NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EO0218'THE STATION IN TEXICO, NEW MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0184 ***********************************************************************
 EO0184  DESIGNATION -  D 1039
 EO0184  PID         -  EO0184
 EO0184  STATE/COUNTY-  TX/PARMER
 EO0184  USGS QUAD   -  SUMMERFIELD (1966)
 EO0184
 EO0184                         *CURRENT SURVEY CONTROL
 EO0184  ___________________________________________________________________
 EO0184* NAD 83(1986)-  34 41 48.     (N)    102 35 01.     (W)     SCALED    
 EO0184* NAVD 88     -      1207.191  (meters)    3960.59   (feet)  ADJUSTED  
 EO0184  ___________________________________________________________________
 EO0184  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 EO0184  DYNAMIC HT  -        1205.646 (meters)    3955.52  (feet)  COMP
 EO0184  MODELED GRAV-     979,313.9   (mgal)                       NAVD 88
 EO0184
 EO0184  VERT ORDER  -  FIRST     CLASS II
 EO0184
 EO0184.The horizontal coordinates were scaled from a topographic map and have
 EO0184.an estimated accuracy of +/- 6 seconds.
 EO0184
 EO0184.The orthometric height was determined by differential leveling
 EO0184.and adjusted by the National Geodetic Survey in June 1991..
 EO0184
 EO0184.The geoid height was determined by GEOID03.
 EO0184
 EO0184.The dynamic height is computed by dividing the NAVD 88
 EO0184.geopotential number by the normal gravity value computed on the
 EO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0184.degrees latitude (g = 980.6199 gals.).
 EO0184
 EO0184.The modeled gravity was interpolated from observed gravity values.
 EO0184
 EO0184;                    North         East    Units  Estimated Accuracy
 EO0184;SPC TX N     - 1,077,830.      100,720.      MT  (+/- 180 meters Scaled)
 EO0184
 EO0184                          SUPERSEDED SURVEY CONTROL
 EO0184
 EO0184  NGVD 29 (??/??/92) 1206.639  (m)         3958.78   (f) ADJ UNCH    1 2
 EO0184
 EO0184.Superseded values are not recommended for survey control.
 EO0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0184.See file dsdata.txt to determine how the superseded data were derived.
 EO0184
 EO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU213420(NAD 83)
 EO0184_MARKER: DB = BENCH MARK DISK
 EO0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0184_STAMPING: D 1039 1958
 EO0184_MARK LOGO: CGS   
 EO0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0184+STABILITY: SURFACE MOTION
 EO0184
 EO0184  HISTORY     - Date     Condition        Report By
 EO0184  HISTORY     - 1958     MONUMENTED       CGS
 EO0184  HISTORY     - 1984     GOOD             NGS
 EO0184
 EO0184                          STATION DESCRIPTION
 EO0184
 EO0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0184'1.7 MI NE FROM BLACK.
 EO0184'ABOUT 1.7 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0184'FROM THE STATION AT BLACK, 14 FEET NORTHWEST OF MILE POST 613, 21 1/2
 EO0184'FEET NORTHWEST OF THE NEAR RAIL, 76 FEET SOUTHEAST OF THE CENTER LINE
 EO0184'OF U. S. HIGHWAY 60, 2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 4
 EO0184'FEET BELOW THE TRACK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 EO0184'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EO0184
 EO0184                          STATION RECOVERY (1984)
 EO0184
 EO0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0184'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.9 KM
 EO0184'(8.6 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0184'RAILROAD FROM THE STATION IN FRIONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0118 ***********************************************************************
 BO0118  DESIGNATION -  D 104
 BO0118  PID         -  BO0118
 BO0118  STATE/COUNTY-  TX/SUTTON
 BO0118  USGS QUAD   -  SONORA (1982)
 BO0118
 BO0118                         *CURRENT SURVEY CONTROL
 BO0118  ___________________________________________________________________
 BO0118* NAD 83(1986)-  30 35 40.     (N)    100 41 58.     (W)     SCALED    
 BO0118* NAVD 88     -       703.308  (meters)    2307.44   (feet)  ADJUSTED  
 BO0118  ___________________________________________________________________
 BO0118  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 BO0118  DYNAMIC HT  -         702.278 (meters)    2304.06  (feet)  COMP
 BO0118  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 BO0118
 BO0118  VERT ORDER  -  FIRST     CLASS II
 BO0118
 BO0118.The horizontal coordinates were scaled from a topographic map and have
 BO0118.an estimated accuracy of +/- 6 seconds.
 BO0118
 BO0118.The orthometric height was determined by differential leveling
 BO0118.and adjusted by the National Geodetic Survey in June 1991..
 BO0118
 BO0118.The geoid height was determined by GEOID03.
 BO0118
 BO0118.The dynamic height is computed by dividing the NAVD 88
 BO0118.geopotential number by the normal gravity value computed on the
 BO0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0118.degrees latitude (g = 980.6199 gals.).
 BO0118
 BO0118.The modeled gravity was interpolated from observed gravity values.
 BO0118
 BO0118;                    North         East    Units  Estimated Accuracy
 BO0118;SPC TX C     - 3,102,910.      664,890.      MT  (+/- 180 meters Scaled)
 BO0118
 BO0118                          SUPERSEDED SURVEY CONTROL
 BO0118
 BO0118  NGVD 29 (??/??/92)  703.116  (m)         2306.81   (f) ADJ UNCH    1 2
 BO0118
 BO0118.Superseded values are not recommended for survey control.
 BO0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0118.See file dsdata.txt to determine how the superseded data were derived.
 BO0118
 BO0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU370858(NAD 83)
 BO0118_MARKER: DB = BENCH MARK DISK
 BO0118_SETTING: 66 = SET IN ROCK OUTCROP
 BO0118_SP_SET: ROCK
 BO0118_STAMPING: D 104 1932 ELEV. 2306.806 FT.
 BO0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0118+STABILITY: POSITION/ELEVATION WELL
 BO0118
 BO0118  HISTORY     - Date     Condition        Report By
 BO0118  HISTORY     - 1932     MONUMENTED       CGS
 BO0118  HISTORY     - 1958     GOOD             NGS
 BO0118
 BO0118                          STATION DESCRIPTION
 BO0118
 BO0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0118'3.3 MI W FROM SONORA.
 BO0118'ABOUT 3.3 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0118'3RD STREET AND CROCKETT AVENUE AT SONORA, ABOUT 0.1 MILE WEST OF A
 BO0118'SMALL CULVERT, IN THE TOP OF A 3 X 6-FOOT LIMESTONE ROCK, 300 FEET
 BO0118'EAST OF THE CREST OF A SMALL HILL, 130 FEET NORTH OF THE CENTER LINE
 BO0118'OF THE HIGHWAY, 80 FEET NORTH OF A FENCE LINE, 1 FOOT SOUTH OF A
 BO0118'CONCRETE WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0027 ***********************************************************************
 EO0027  DESIGNATION -  D 1040
 EO0027  PID         -  EO0027
 EO0027  STATE/COUNTY-  TX/DEAF SMITH
 EO0027  USGS QUAD   -  DAWN (1984)
 EO0027
 EO0027                         *CURRENT SURVEY CONTROL
 EO0027  ___________________________________________________________________
 EO0027* NAD 83(1986)-  34 53 54.     (N)    102 13 24.     (W)     SCALED    
 EO0027* NAVD 88     -      1160.174  (meters)    3806.34   (feet)  ADJUSTED  
 EO0027  ___________________________________________________________________
 EO0027  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 EO0027  DYNAMIC HT  -        1158.729 (meters)    3801.60  (feet)  COMP
 EO0027  MODELED GRAV-     979,348.7   (mgal)                       NAVD 88
 EO0027
 EO0027  VERT ORDER  -  FIRST     CLASS II
 EO0027
 EO0027.The horizontal coordinates were scaled from a topographic map and have
 EO0027.an estimated accuracy of +/- 6 seconds.
 EO0027
 EO0027.The orthometric height was determined by differential leveling
 EO0027.and adjusted by the National Geodetic Survey in June 1991..
 EO0027
 EO0027.The geoid height was determined by GEOID03.
 EO0027
 EO0027.The dynamic height is computed by dividing the NAVD 88
 EO0027.geopotential number by the normal gravity value computed on the
 EO0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0027.degrees latitude (g = 980.6199 gals.).
 EO0027
 EO0027.The modeled gravity was interpolated from observed gravity values.
 EO0027
 EO0027;                    North         East    Units  Estimated Accuracy
 EO0027;SPC TX N     - 1,099,900.      133,890.      MT  (+/- 180 meters Scaled)
 EO0027
 EO0027                          SUPERSEDED SURVEY CONTROL
 EO0027
 EO0027  NGVD 29 (??/??/92) 1159.643  (m)         3804.60   (f) ADJ UNCH    1 2
 EO0027
 EO0027.Superseded values are not recommended for survey control.
 EO0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0027.See file dsdata.txt to determine how the superseded data were derived.
 EO0027
 EO0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU537652(NAD 83)
 EO0027_MARKER: DB = BENCH MARK DISK
 EO0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0027_STAMPING: D 1040 1958
 EO0027_MARK LOGO: CGS   
 EO0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0027+STABILITY: SURFACE MOTION
 EO0027
 EO0027  HISTORY     - Date     Condition        Report By
 EO0027  HISTORY     - 1958     MONUMENTED       CGS
 EO0027  HISTORY     - 1984     GOOD             NGS
 EO0027
 EO0027                          STATION DESCRIPTION
 EO0027
 EO0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0027'7.5 MI SW FROM UMBARGER.
 EO0027'ABOUT 7.5 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0027'FROM THE STATION AT UMBARGER, 4 TELEPHONE POLES SOUTHWEST OF MILE POST
 EO0027'588, 2 TELEPHONE POLES SOUTHWEST OF A ROAD CROSSING, 96 1/2 FEET
 EO0027'NORTHWEST OF THE NEAR RAIL, 76 FEET SOUTHEAST OF THE CENTER LINE OF U.
 EO0027'S. HIGHWAY 60, 5 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTHEAST
 EO0027'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE TRACK, ABOUT 1 FOOT
 EO0027'ABOVE THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 EO0027'INCHES.
 EO0027
 EO0027                          STATION RECOVERY (1984)
 EO0027
 EO0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0027'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  18.3 KM
 EO0027'(11.35 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0027'RAILROAD FROM THE STATION IN HEREFORD.  DELETE=5 FEET SOUTHWEST OF A
 EO0027'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0305 ***********************************************************************
 CR0305  DESIGNATION -  D 1041
 CR0305  PID         -  CR0305
 CR0305  STATE/COUNTY-  TX/CAMP
 CR0305  USGS QUAD   -  LEESBURG (1960)
 CR0305
 CR0305                         *CURRENT SURVEY CONTROL
 CR0305  ___________________________________________________________________
 CR0305* NAD 83(1986)-  32 59 45.     (N)    095 00 53.     (W)     SCALED    
 CR0305* NAVD 88     -       125.209  (meters)     410.79   (feet)  ADJUSTED  
 CR0305  ___________________________________________________________________
 CR0305  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CR0305  DYNAMIC HT  -         125.070 (meters)     410.33  (feet)  COMP
 CR0305  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 CR0305
 CR0305  VERT ORDER  -  FIRST     CLASS II
 CR0305
 CR0305.The horizontal coordinates were scaled from a topographic map and have
 CR0305.an estimated accuracy of +/- 6 seconds.
 CR0305
 CR0305.The orthometric height was determined by differential leveling
 CR0305.and adjusted by the National Geodetic Survey in June 1991..
 CR0305
 CR0305.The geoid height was determined by GEOID03.
 CR0305
 CR0305.The dynamic height is computed by dividing the NAVD 88
 CR0305.geopotential number by the normal gravity value computed on the
 CR0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0305.degrees latitude (g = 980.6199 gals.).
 CR0305
 CR0305.The modeled gravity was interpolated from observed gravity values.
 CR0305
 CR0305;                    North         East    Units  Estimated Accuracy
 CR0305;SPC TXNC     - 2,152,790.      925,630.      MT  (+/- 180 meters Scaled)
 CR0305
 CR0305                          SUPERSEDED SURVEY CONTROL
 CR0305
 CR0305  NGVD 29 (??/??/92)  125.223  (m)          410.84   (f) ADJ UNCH    1 2
 CR0305
 CR0305.Superseded values are not recommended for survey control.
 CR0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0305.See file dsdata.txt to determine how the superseded data were derived.
 CR0305
 CR0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS117526(NAD 83)
 CR0305_MARKER: DB = BENCH MARK DISK
 CR0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0305_STAMPING: D 1041 1954
 CR0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0305+STABILITY: SURFACE MOTION
 CR0305
 CR0305  HISTORY     - Date     Condition        Report By
 CR0305  HISTORY     - 1954     MONUMENTED       CGS
 CR0305
 CR0305                          STATION DESCRIPTION
 CR0305
 CR0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0305'2.7 MI W FROM PITTSBURG.
 CR0305'2.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0305'STATION AT PITTSBURG, 83.4 FEET SOUTH OF MILEPOST T - 101, 40.5 FEET
 CR0305'SOUTH OF THE SOUTH RAIL, 6.6 FEET NORTH OF A FENCE, 2 FEET EAST OF A
 CR0305'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CR0305'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0255 ***********************************************************************
 DM0255  DESIGNATION -  D 1042
 DM0255  PID         -  DM0255
 DM0255  STATE/COUNTY-  TX/MORRIS
 DM0255  USGS QUAD   -  DAINGERFIELD (1980)
 DM0255
 DM0255                         *CURRENT SURVEY CONTROL
 DM0255  ___________________________________________________________________
 DM0255* NAD 83(1986)-  33 00 37.     (N)    094 39 47.     (W)     SCALED    
 DM0255* NAVD 88     -       142.742  (meters)     468.31   (feet)  ADJUSTED  
 DM0255  ___________________________________________________________________
 DM0255  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0255  DYNAMIC HT  -         142.583 (meters)     467.79  (feet)  COMP
 DM0255  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 DM0255
 DM0255  VERT ORDER  -  FIRST     CLASS II
 DM0255
 DM0255.The horizontal coordinates were scaled from a topographic map and have
 DM0255.an estimated accuracy of +/- 6 seconds.
 DM0255
 DM0255.The orthometric height was determined by differential leveling
 DM0255.and adjusted by the National Geodetic Survey in June 1991..
 DM0255
 DM0255.The geoid height was determined by GEOID03.
 DM0255
 DM0255.The dynamic height is computed by dividing the NAVD 88
 DM0255.geopotential number by the normal gravity value computed on the
 DM0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0255.degrees latitude (g = 980.6199 gals.).
 DM0255
 DM0255.The modeled gravity was interpolated from observed gravity values.
 DM0255
 DM0255;                    North         East    Units  Estimated Accuracy
 DM0255;SPC TXNC     - 2,155,540.      958,410.      MT  (+/- 180 meters Scaled)
 DM0255
 DM0255                          SUPERSEDED SURVEY CONTROL
 DM0255
 DM0255  NGVD 29 (??/??/92)  142.771  (m)          468.41   (f) ADJ UNCH    1 2
 DM0255
 DM0255.Superseded values are not recommended for survey control.
 DM0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0255.See file dsdata.txt to determine how the superseded data were derived.
 DM0255
 DM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS446536(NAD 83)
 DM0255_MARKER: DB = BENCH MARK DISK
 DM0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0255_STAMPING: D 1042 1954
 DM0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0255+STABILITY: SURFACE MOTION
 DM0255
 DM0255  HISTORY     - Date     Condition        Report By
 DM0255  HISTORY     - 1954     MONUMENTED       CGS
 DM0255
 DM0255                          STATION DESCRIPTION
 DM0255
 DM0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0255'2.3 MI NW FROM HUGHES SPRINGS.
 DM0255'2.0 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0255'STATION AT HUGHES SPRINGS, 70 FEET SOUTHWEST OF THE CENTER LINE OF
 DM0255'STATE HIGHWAYS 11 AND 49, 37.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 DM0255'THE MAIN TRACK, 31 FEET NORTHEAST OF A SWITCH STAND, 8 FEET NORTH OF A
 DM0255'TELEPHONE POLE, 2.3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 DM0255'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0006 ***********************************************************************
 CR0006  DESIGNATION -  D 1043
 CR0006  PID         -  CR0006
 CR0006  STATE/COUNTY-  TX/MARION
 CR0006  USGS QUAD   -  KELLYVILLE (1962)
 CR0006
 CR0006                         *CURRENT SURVEY CONTROL
 CR0006  ___________________________________________________________________
 CR0006* NAD 83(1986)-  32 47 33.     (N)    094 25 23.     (W)     SCALED    
 CR0006* NAVD 88     -        95.503  (meters)     313.33   (feet)  ADJUSTED  
 CR0006  ___________________________________________________________________
 CR0006  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CR0006  DYNAMIC HT  -          95.396 (meters)     312.98  (feet)  COMP
 CR0006  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 CR0006
 CR0006  VERT ORDER  -  FIRST     CLASS II
 CR0006
 CR0006.The horizontal coordinates were scaled from a topographic map and have
 CR0006.an estimated accuracy of +/- 6 seconds.
 CR0006
 CR0006.The orthometric height was determined by differential leveling
 CR0006.and adjusted by the National Geodetic Survey in June 1991..
 CR0006
 CR0006.The geoid height was determined by GEOID03.
 CR0006
 CR0006.The dynamic height is computed by dividing the NAVD 88
 CR0006.geopotential number by the normal gravity value computed on the
 CR0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0006.degrees latitude (g = 980.6199 gals.).
 CR0006
 CR0006.The modeled gravity was interpolated from observed gravity values.
 CR0006
 CR0006;                    North         East    Units  Estimated Accuracy
 CR0006;SPC TXNC     - 2,132,250.      981,750.      MT  (+/- 180 meters Scaled)
 CR0006
 CR0006                          SUPERSEDED SURVEY CONTROL
 CR0006
 CR0006  NGVD 29 (??/??/92)   95.554  (m)          313.50   (f) ADJ UNCH    1 2
 CR0006
 CR0006.Superseded values are not recommended for survey control.
 CR0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0006.See file dsdata.txt to determine how the superseded data were derived.
 CR0006
 CR0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS667291(NAD 83)
 CR0006_MARKER: DB = BENCH MARK DISK
 CR0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0006_STAMPING: D 1043 1954
 CR0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0006+STABILITY: SURFACE MOTION
 CR0006
 CR0006  HISTORY     - Date     Condition        Report By
 CR0006  HISTORY     - 1954     MONUMENTED       CGS
 CR0006
 CR0006                          STATION DESCRIPTION
 CR0006
 CR0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0006'5.7 MI NW FROM JEFFERSON.
 CR0006'5.7 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0006'STATION AT JEFFERSON, 107 FEET NORTHWEST OF THE CENTER OF A ROAD
 CR0006'CROSSING, 40 FEET NORTHEAST OF THE NORTHEAST RAIL, 6 FEET SOUTHEAST OF
 CR0006'MILEPOST T - 55, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF
 CR0006'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0100 ***********************************************************************
 AH0100  DESIGNATION -  D 1045
 AH0100  PID         -  AH0100
 AH0100  STATE/COUNTY-  TX/NUECES
 AH0100  USGS QUAD   -  ANNAVILLE (1975)
 AH0100
 AH0100                         *CURRENT SURVEY CONTROL
 AH0100  ___________________________________________________________________
 AH0100* NAD 83(1986)-  27 46 31.     (N)    097 30 01.     (W)     SCALED    
 AH0100* NAVD 88     -        12.929  (meters)      42.42   (feet)  ADJUSTED  
 AH0100  ___________________________________________________________________
 AH0100  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH0100  DYNAMIC HT  -          12.909 (meters)      42.35  (feet)  COMP
 AH0100  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 AH0100
 AH0100  VERT ORDER  -  SECOND    CLASS 0
 AH0100
 AH0100.This mark is at Corpus Christi Intl (CRP) Airport (CRP)
 AH0100
 AH0100.The horizontal coordinates were scaled from a topographic map and have
 AH0100.an estimated accuracy of +/- 6 seconds.
 AH0100
 AH0100.The orthometric height was determined by differential leveling
 AH0100.and adjusted by the National Geodetic Survey in June 1991..
 AH0100
 AH0100.The geoid height was determined by GEOID03.
 AH0100
 AH0100.The dynamic height is computed by dividing the NAVD 88
 AH0100.geopotential number by the normal gravity value computed on the
 AH0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0100.degrees latitude (g = 980.6199 gals.).
 AH0100
 AH0100.The modeled gravity was interpolated from observed gravity values.
 AH0100
 AH0100;                    North         East    Units  Estimated Accuracy
 AH0100;SPC TX S     - 5,234,010.      398,540.      MT  (+/- 180 meters Scaled)
 AH0100
 AH0100                          SUPERSEDED SURVEY CONTROL
 AH0100
 AH0100  NGVD 29 (??/??/92)   13.213  (m)           43.35   (f) ADJ UNCH    2 0
 AH0100
 AH0100.Superseded values are not recommended for survey control.
 AH0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0100.See file dsdata.txt to determine how the superseded data were derived.
 AH0100
 AH0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR477732(NAD 83)
 AH0100_MARKER: DB = BENCH MARK DISK
 AH0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0100_SP_SET: CONCRETE BASE
 AH0100_STAMPING: D 1045 1963
 AH0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0100
 AH0100  HISTORY     - Date     Condition        Report By
 AH0100  HISTORY     - 1963     MONUMENTED       CGS
 AH0100  HISTORY     - 1973     GOOD             NGS
 AH0100  HISTORY     - 1978     GOOD             NGS
 AH0100  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH0100
 AH0100                          STATION DESCRIPTION
 AH0100
 AH0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AH0100'2.0 MI E FROM CLARKWOOD.
 AH0100'THE MARK IS LOCATED AT THE CORPUS CHRISTI INTERNATIONAL AIRPORT,
 AH0100'CORPUS CHRISTI, TEXAS.  SET IN A DRILL HOLE IN THE CONCRETE BASE OF
 AH0100'THE NORTHEAST LEG OF A WEATHER RADAR DOME.  ABOUT 300 FEET NORTH OF
 AH0100'THE CONTROL TOWER.  AND ABOUT 40 FEET WEST OF THE WEST EDGE OF THE
 AH0100'RAMP.
 AH0100
 AH0100                          STATION RECOVERY (1973)
 AH0100
 AH0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AH0100'RECOVERED IN GOOD CONDITION.
 AH0100
 AH0100                          STATION RECOVERY (1978)
 AH0100
 AH0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0100'RECOVERED IN GOOD CONDITION.
 AH0100
 AH0100                          STATION RECOVERY (2001)
 AH0100
 AH0100'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0001 ***********************************************************************
 CT0001  DESIGNATION -  D 1048
 CT0001  PID         -  CT0001
 CT0001  STATE/COUNTY-  TX/PARKER
 CT0001  USGS QUAD   -  BRAZOS EAST (1984)
 CT0001
 CT0001                         *CURRENT SURVEY CONTROL
 CT0001  ___________________________________________________________________
 CT0001* NAD 83(1986)-  32 44 57.     (N)    098 00 21.     (W)     SCALED    
 CT0001* NAVD 88     -       251.935  (meters)     826.56   (feet)  ADJUSTED  
 CT0001  ___________________________________________________________________
 CT0001  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0001  DYNAMIC HT  -         251.627 (meters)     825.55  (feet)  COMP
 CT0001  MODELED GRAV-     979,406.7   (mgal)                       NAVD 88
 CT0001
 CT0001  VERT ORDER  -  FIRST     CLASS II
 CT0001
 CT0001.The horizontal coordinates were scaled from a topographic map and have
 CT0001.an estimated accuracy of +/- 6 seconds.
 CT0001
 CT0001.The orthometric height was determined by differential leveling
 CT0001.and adjusted by the National Geodetic Survey in June 1991..
 CT0001
 CT0001.The geoid height was determined by GEOID03.
 CT0001
 CT0001.The dynamic height is computed by dividing the NAVD 88
 CT0001.geopotential number by the normal gravity value computed on the
 CT0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0001.degrees latitude (g = 980.6199 gals.).
 CT0001
 CT0001.The modeled gravity was interpolated from observed gravity values.
 CT0001
 CT0001;                    North         East    Units  Estimated Accuracy
 CT0001;SPC TXNC     - 2,120,150.      646,310.      MT  (+/- 180 meters Scaled)
 CT0001
 CT0001                          SUPERSEDED SURVEY CONTROL
 CT0001
 CT0001  NGVD 29 (??/??/92)  251.851  (m)          826.28   (f) ADJ UNCH    1 2
 CT0001
 CT0001.Superseded values are not recommended for survey control.
 CT0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0001.See file dsdata.txt to determine how the superseded data were derived.
 CT0001
 CT0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB931239(NAD 83)
 CT0001_MARKER: DB = BENCH MARK DISK
 CT0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0001_SP_SET: CULVERT
 CT0001_STAMPING: D 1048 1955
 CT0001_MARK LOGO: CGS   
 CT0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0001
 CT0001  HISTORY     - Date     Condition        Report By
 CT0001  HISTORY     - 1955     MONUMENTED       CGS
 CT0001  HISTORY     - 1983     GOOD             NGS
 CT0001  HISTORY     - 19970524 GOOD             USPSQD
 CT0001  HISTORY     - 20020316 GOOD             USPSQD
 CT0001
 CT0001                          STATION DESCRIPTION
 CT0001
 CT0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0001'0.3 MI NE FROM MILLSAP.
 CT0001'0.3 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0001'STATION AT MILLSAP, 28.5 FEET SOUTH OF A BATTERY BOX, 9.4 FEET
 CT0001'SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET BELOW THE TOP OF THE RAILS,
 CT0001'SET IN THE TOP OF THE CENTER OF THE SOUTHEAST HEADWALL OF A CONCRETE
 CT0001'CULVERT.
 CT0001
 CT0001                          STATION RECOVERY (1983)
 CT0001
 CT0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0001'RECOVERED IN GOOD CONDITION.
 CT0001
 CT0001                          STATION RECOVERY (1997)
 CT0001
 CT0001'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0001'RECOVERED IN GOOD CONDITION.
 CT0001
 CT0001                          STATION RECOVERY (2002)
 CT0001
 CT0001'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0191 ***********************************************************************
 CT0191  DESIGNATION -  D 1049
 CT0191  PID         -  CT0191
 CT0191  STATE/COUNTY-  TX/EASTLAND
 CT0191  USGS QUAD   -  CISCO NORTH (1987)
 CT0191
 CT0191                         *CURRENT SURVEY CONTROL
 CT0191  ___________________________________________________________________
 CT0191* NAD 83(1986)-  32 24 18.     (N)    098 56 18.     (W)     SCALED    
 CT0191* NAVD 88     -       483.557  (meters)    1586.47   (feet)  ADJUSTED  
 CT0191  ___________________________________________________________________
 CT0191  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CT0191  DYNAMIC HT  -         482.935 (meters)    1584.43  (feet)  COMP
 CT0191  MODELED GRAV-     979,336.8   (mgal)                       NAVD 88
 CT0191
 CT0191  VERT ORDER  -  FIRST     CLASS II
 CT0191
 CT0191.The horizontal coordinates were scaled from a topographic map and have
 CT0191.an estimated accuracy of +/- 6 seconds.
 CT0191
 CT0191.The orthometric height was determined by differential leveling
 CT0191.and adjusted by the National Geodetic Survey in June 1991..
 CT0191
 CT0191.The geoid height was determined by GEOID03.
 CT0191
 CT0191.The dynamic height is computed by dividing the NAVD 88
 CT0191.geopotential number by the normal gravity value computed on the
 CT0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0191.degrees latitude (g = 980.6199 gals.).
 CT0191
 CT0191.The modeled gravity was interpolated from observed gravity values.
 CT0191
 CT0191;                    North         East    Units  Estimated Accuracy
 CT0191;SPC TXNC     - 2,081,960.      558,770.      MT  (+/- 180 meters Scaled)
 CT0191
 CT0191                          SUPERSEDED SURVEY CONTROL
 CT0191
 CT0191  NGVD 29 (??/??/92)  483.411  (m)         1585.99   (f) ADJ UNCH    1 2
 CT0191
 CT0191.Superseded values are not recommended for survey control.
 CT0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0191.See file dsdata.txt to determine how the superseded data were derived.
 CT0191
 CT0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA057853(NAD 83)
 CT0191_MARKER: DB = BENCH MARK DISK
 CT0191_SETTING: 66 = SET IN ROCK OUTCROP
 CT0191_SP_SET: ROCK FLAT
 CT0191_STAMPING: D 1049 1955
 CT0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0191+STABILITY: POSITION/ELEVATION WELL
 CT0191
 CT0191  HISTORY     - Date     Condition        Report By
 CT0191  HISTORY     - 1955     MONUMENTED       CGS
 CT0191
 CT0191                          STATION DESCRIPTION
 CT0191
 CT0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0191'2.7 MI NE FROM CISCO.
 CT0191'2.7 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0191'STATION AT CISCO, 79 FEET NORTHEAST OF THE NORTHEAST END OF THE
 CT0191'SOUTHEAST HEADWALL OF A CULVERT, 39 FEET SOUTHEAST OF THE SOUTHEAST
 CT0191'RAIL, 28 FEET SOUTHWEST OF MILEPOST 358, 6 FEET BELOW THE TOP OF THE
 CT0191'RAILS, FLUSH WITH THE GROUND, SET IN THE TOP OF A LARGE FLAT LIMESTONE
 CT0191'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0168 ***********************************************************************
 BO0168  DESIGNATION -  D 105
 BO0168  PID         -  BO0168
 BO0168  STATE/COUNTY-  TX/CROCKETT
 BO0168  USGS QUAD   -  PIKES PEAK (1979)
 BO0168
 BO0168                         *CURRENT SURVEY CONTROL
 BO0168  ___________________________________________________________________
 BO0168* NAD 83(1986)-  30 42 20.     (N)    101 25 42.     (W)     SCALED    
 BO0168* NAVD 88     -       690.874  (meters)    2266.64   (feet)  ADJUSTED  
 BO0168  ___________________________________________________________________
 BO0168  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 BO0168  DYNAMIC HT  -         689.850 (meters)    2263.28  (feet)  COMP
 BO0168  MODELED GRAV-     979,137.0   (mgal)                       NAVD 88
 BO0168
 BO0168  VERT ORDER  -  FIRST     CLASS II
 BO0168
 BO0168.The horizontal coordinates were scaled from a topographic map and have
 BO0168.an estimated accuracy of +/- 6 seconds.
 BO0168
 BO0168.The orthometric height was determined by differential leveling
 BO0168.and adjusted by the National Geodetic Survey in June 1991..
 BO0168
 BO0168.The geoid height was determined by GEOID03.
 BO0168
 BO0168.The dynamic height is computed by dividing the NAVD 88
 BO0168.geopotential number by the normal gravity value computed on the
 BO0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0168.degrees latitude (g = 980.6199 gals.).
 BO0168
 BO0168.The modeled gravity was interpolated from observed gravity values.
 BO0168
 BO0168;                    North         East    Units  Estimated Accuracy
 BO0168;SPC TX C     - 3,115,680.      595,120.      MT  (+/- 180 meters Scaled)
 BO0168
 BO0168                          SUPERSEDED SURVEY CONTROL
 BO0168
 BO0168  NGVD 29 (??/??/92)  690.652  (m)         2265.91   (f) ADJ UNCH    1 2
 BO0168
 BO0168.Superseded values are not recommended for survey control.
 BO0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0168.See file dsdata.txt to determine how the superseded data were derived.
 BO0168
 BO0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU674994(NAD 83)
 BO0168_MARKER: DB = BENCH MARK DISK
 BO0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0168_STAMPING: D 105 1933 2265.914
 BO0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0168+STABILITY: SURFACE MOTION
 BO0168
 BO0168  HISTORY     - Date     Condition        Report By
 BO0168  HISTORY     - 1933     MONUMENTED       CGS
 BO0168  HISTORY     - 1958     GOOD             NGS
 BO0168
 BO0168                          STATION DESCRIPTION
 BO0168
 BO0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0168'14.9 MI W FROM OZONA.
 BO0168'ABOUT 14.9 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURT HOUSE AT
 BO0168'OZONA, 59 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.4 MILE
 BO0168'WEST OF THE JUNCTION OF A DIRT ROAD LEADING EAST, 195 FEET WEST
 BO0168'NORTHWEST OF THE NORTHWEST CORNER OF THE WESTERLY ONE OF TWO BRIDGES,
 BO0168'9 1/2 FEET NORTH OF A FENCE, 1 1/2 FEET WEST OF A CONCRETE WITNESS
 BO0168'POST, ABOUT 3 FEET LOWER THAN THE LEVEL OF THE HIGHWAY, AND IN THE TOP
 BO0168'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0030 ***********************************************************************
 CT0030  DESIGNATION -  D 1050
 CT0030  PID         -  CT0030
 CT0030  STATE/COUNTY-  TX/PALO PINTO
 CT0030  USGS QUAD   -  GORDON (1984)
 CT0030
 CT0030                         *CURRENT SURVEY CONTROL
 CT0030  ___________________________________________________________________
 CT0030* NAD 83(1986)-  32 33 32.     (N)    098 15 50.     (W)     SCALED    
 CT0030* NAVD 88     -       270.520  (meters)     887.53   (feet)  ADJUSTED  
 CT0030  ___________________________________________________________________
 CT0030  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CT0030  DYNAMIC HT  -         270.186 (meters)     886.44  (feet)  COMP
 CT0030  MODELED GRAV-     979,396.8   (mgal)                       NAVD 88
 CT0030
 CT0030  VERT ORDER  -  FIRST     CLASS II
 CT0030
 CT0030.The horizontal coordinates were scaled from a topographic map and have
 CT0030.an estimated accuracy of +/- 6 seconds.
 CT0030
 CT0030.The orthometric height was determined by differential leveling
 CT0030.and adjusted by the National Geodetic Survey in June 1991..
 CT0030
 CT0030.The geoid height was determined by GEOID03.
 CT0030
 CT0030.The dynamic height is computed by dividing the NAVD 88
 CT0030.geopotential number by the normal gravity value computed on the
 CT0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0030.degrees latitude (g = 980.6199 gals.).
 CT0030
 CT0030.The modeled gravity was interpolated from observed gravity values.
 CT0030
 CT0030;                    North         East    Units  Estimated Accuracy
 CT0030;SPC TXNC     - 2,098,960.      622,170.      MT  (+/- 180 meters Scaled)
 CT0030
 CT0030                          SUPERSEDED SURVEY CONTROL
 CT0030
 CT0030  NGVD 29 (??/??/92)  270.431  (m)          887.24   (f) ADJ UNCH    1 2
 CT0030
 CT0030.Superseded values are not recommended for survey control.
 CT0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0030.See file dsdata.txt to determine how the superseded data were derived.
 CT0030
 CT0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB691026(NAD 83)
 CT0030_MARKER: DB = BENCH MARK DISK
 CT0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0030_SP_SET: CULVERT
 CT0030_STAMPING: D 1050 1956
 CT0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0030
 CT0030  HISTORY     - Date     Condition        Report By
 CT0030  HISTORY     - 1956     MONUMENTED       CGS
 CT0030  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0030  HISTORY     - 20040327 POOR             USPSQD
 CT0030
 CT0030                          STATION DESCRIPTION
 CT0030
 CT0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0030'4.4 MI SW FROM SANTO.
 CT0030'4.4 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0030'STATION AT SANTO, 9 FEET NORTHWEST OF THE NORTHWEST RAIL, 62.7 FEET
 CT0030'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 2 3/4 POLES NORTHEAST OF
 CT0030'MILEPOST 312, 3 FEET BELOW THE TOP OF THE RAILS, 6 FEET ABOVE THE
 CT0030'LEVEL OF THE ROAD, SET IN THE TOP OF THE NORTHEAST END OF THE
 CT0030'NORTHWEST HEADWALL OF A CULVERT UNDER THE RAILROAD.
 CT0030
 CT0030                          STATION RECOVERY (2002)
 CT0030
 CT0030'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0030'MARK NOT FOUND.
 CT0030
 CT0030                          STATION RECOVERY (2004)
 CT0030
 CT0030'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0030'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0161 ***********************************************************************
 CT0161  DESIGNATION -  D 1051
 CT0161  PID         -  CT0161
 CT0161  STATE/COUNTY-  TX/EASTLAND
 CT0161  USGS QUAD   -  RANGER (1987)
 CT0161
 CT0161                         *CURRENT SURVEY CONTROL
 CT0161  ___________________________________________________________________
 CT0161* NAD 83(1986)-  32 28 57.     (N)    098 40 17.     (W)     SCALED    
 CT0161* NAVD 88     -       434.187  (meters)    1424.50   (feet)  ADJUSTED  
 CT0161  ___________________________________________________________________
 CT0161  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CT0161  DYNAMIC HT  -         433.631 (meters)    1422.67  (feet)  COMP
 CT0161  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 CT0161
 CT0161  VERT ORDER  -  FIRST     CLASS II
 CT0161
 CT0161.The horizontal coordinates were scaled from a topographic map and have
 CT0161.an estimated accuracy of +/- 6 seconds.
 CT0161
 CT0161.The orthometric height was determined by differential leveling
 CT0161.and adjusted by the National Geodetic Survey in June 1991..
 CT0161
 CT0161.The geoid height was determined by GEOID03.
 CT0161
 CT0161.The dynamic height is computed by dividing the NAVD 88
 CT0161.geopotential number by the normal gravity value computed on the
 CT0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0161.degrees latitude (g = 980.6199 gals.).
 CT0161
 CT0161.The modeled gravity was interpolated from observed gravity values.
 CT0161
 CT0161;                    North         East    Units  Estimated Accuracy
 CT0161;SPC TXNC     - 2,090,480.      583,890.      MT  (+/- 180 meters Scaled)
 CT0161
 CT0161                          SUPERSEDED SURVEY CONTROL
 CT0161
 CT0161  NGVD 29 (??/??/92)  434.049  (m)         1424.04   (f) ADJ UNCH    1 2
 CT0161
 CT0161.Superseded values are not recommended for survey control.
 CT0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0161.See file dsdata.txt to determine how the superseded data were derived.
 CT0161
 CT0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA308939(NAD 83)
 CT0161_MARKER: DB = BENCH MARK DISK
 CT0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0161_SP_SET: CULVERT
 CT0161_STAMPING: D 1051 1956
 CT0161_MARK LOGO: CGS   
 CT0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0161
 CT0161  HISTORY     - Date     Condition        Report By
 CT0161  HISTORY     - 1956     MONUMENTED       CGS
 CT0161  HISTORY     - 1983     GOOD             NGS
 CT0161  HISTORY     - 20020316 GOOD             USPSQD
 CT0161
 CT0161                          STATION DESCRIPTION
 CT0161
 CT0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0161'1.0 MI NE FROM RANGER.
 CT0161'1.0 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0161'STATION AT RANGER, 6 1/2 POLES NORTHEAST OF MILEPOST 640, 6.2 FEET
 CT0161'NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF THE NORTHEAST END
 CT0161'OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 CT0161
 CT0161                          STATION RECOVERY (1983)
 CT0161
 CT0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0161'RECOVERED IN GOOD CONDITION.
 CT0161
 CT0161                          STATION RECOVERY (2002)
 CT0161
 CT0161'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0522 ***********************************************************************
 CT0522  DESIGNATION -  D 1052
 CT0522  PID         -  CT0522
 CT0522  STATE/COUNTY-  TX/TAYLOR
 CT0522  USGS QUAD   -  ABILENE EAST (1987)
 CT0522
 CT0522                         *CURRENT SURVEY CONTROL
 CT0522  ___________________________________________________________________
 CT0522* NAD 83(1993)-  32 25 30.21692(N)    099 41 20.03943(W)     ADJUSTED  
 CT0522* NAVD 88     -       536.183  (meters)    1759.13   (feet)  ADJUSTED  
 CT0522  ___________________________________________________________________
 CT0522  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CT0522  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CT0522  DYNAMIC HT  -         535.486 (meters)    1756.84  (feet)  COMP
 CT0522  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 CT0522
 CT0522  HORZ ORDER  -  SECOND
 CT0522  VERT ORDER  -  FIRST     CLASS II
 CT0522
 CT0522.This mark is at Abilene Regional (ABI) Airport (ABI)
 CT0522
 CT0522.The horizontal coordinates were established by classical geodetic methods
 CT0522.and adjusted by the National Geodetic Survey in February 1996..
 CT0522
 CT0522.The orthometric height was determined by differential leveling
 CT0522.and adjusted by the National Geodetic Survey in June 1991..
 CT0522
 CT0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0522
 CT0522.The geoid height was determined by GEOID03.
 CT0522
 CT0522.The dynamic height is computed by dividing the NAVD 88
 CT0522.geopotential number by the normal gravity value computed on the
 CT0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0522.degrees latitude (g = 980.6199 gals.).
 CT0522
 CT0522.The modeled gravity was interpolated from observed gravity values.
 CT0522
 CT0522;                    North         East     Units Scale Factor Converg.
 CT0522;SPC TXNC     - 2,084,731.893   488,188.478   MT  0.99993199   -0 38 54.3
 CT0522;SPC TXNC     - 6,839,657.89  1,601,665.03   sFT  0.99993199   -0 38 54.3
 CT0522;UTM  14      - 3,587,760.788   435,231.041   MT  0.99965173   -0 22 09.8
 CT0522
 CT0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0522!SPC TXNC     -   0.99992017  x   0.99993199  =   0.99985217
 CT0522!UTM  14      -   0.99992017  x   0.99965173  =   0.99957193
 CT0522
 CT0522                          SUPERSEDED SURVEY CONTROL
 CT0522
 CT0522  NAD 83(1986)-  32 25 30.22367(N)    099 41 20.02702(W) AD(       ) 2
 CT0522  NAD 27      -  32 25 29.75880(N)    099 41 18.72210(W) AD(       ) 2
 CT0522  NGVD 29 (??/??/92)  535.999  (m)         1758.52   (f) ADJ UNCH    1 2
 CT0522
 CT0522.Superseded values are not recommended for survey control.
 CT0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0522.See file dsdata.txt to determine how the superseded data were derived.
 CT0522
 CT0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3523187761(NAD 83)
 CT0522_MARKER: DB = BENCH MARK DISK
 CT0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0522_SP_SET: CONCRETE BASE
 CT0522_STAMPING: D 1052 1956
 CT0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0522
 CT0522  HISTORY     - Date     Condition        Report By
 CT0522  HISTORY     - 1956     MONUMENTED       CGS
 CT0522  HISTORY     - 1961     GOOD             CGS
 CT0522  HISTORY     - 1970     GOOD             NGS
 CT0522  HISTORY     - 1981     GOOD             USGS
 CT0522  HISTORY     - 20011013 GOOD             USPSQD
 CT0522
 CT0522                          STATION DESCRIPTION
 CT0522
 CT0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0522'4.1 MI SE FROM ABILENE.
 CT0522'0.45 MILE EAST ALONG U.S. HIGHWAYS 80, 84 AND 277 FROM THE TEXAS AND
 CT0522'PACIFIC RAILROAD STATION AT ABILENE, THENCE 0.75 MILE SOUTH ALONG U.S.
 CT0522'HIGHWAYS 83 AND 84 AND STATE HIGHWAY 36, THENCE 2.5 MILES SOUTHEAST
 CT0522'ALONG STATE HIGHWAY 36, THENCE 0.4 MILE SOUTH TO THE CONTROL TOWER AT
 CT0522'THE NEW ABILENE MUNICIPAL AIRPORT, 175 FEET EAST OF THE CENTER LINE OF
 CT0522'A SIDEWALK, 34 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONTROL
 CT0522'TOWER, 11 FEET NORTH OF A FENCE, SET IN THE TOP OF THE NORTHWEST
 CT0522'CORNER OF THE CONCRETE BASE OF TWO MANHOLE COVERS. NOTE-- THE CONTROL
 CT0522'TOWER HAS BEEN REMOVED FROM THIS IMMEDIATE AREA. THE BM IS ABOUT 100
 CT0522'FT. S W OF THE S CORNER OF THE OLD TERMINAL BLDG.
 CT0522
 CT0522                          STATION RECOVERY (1961)
 CT0522
 CT0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT0522'THE STATION IS ON THE PROPERTY OF THE ABILENE MUNICIPAL AIRPORT,
 CT0522'APPROXIMATELY 3 MILES SOUTHEAST OF THE CENTER OF ABILENE, 34
 CT0522'FEET SOUTH OF THE SOUTHWEST CORNER OF THE OLD CONTROL TOWER
 CT0522'AND 11 FEET NORTHWEST OF A FENCE.
 CT0522'
 CT0522'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION AIRPORT, DISTANCE
 CT0522'BEING 40.61 FEET (12.378 METERS) EAST OF STATION AIRPORT.  THE
 CT0522'MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 CT0522'DISK STAMPED D 1052 1956 AND IS CEMENTED IN A DRILL HOLE IN
 CT0522'A 4-FOOT SQUARE CONCRETE DRAIN COVER WHICH IS FLUSH WITH THE
 CT0522'SURFACE OF THE GROUND.
 CT0522
 CT0522                          STATION RECOVERY (1970)
 CT0522
 CT0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CT0522'RECOVERED IN GOOD CONDITION.
 CT0522
 CT0522                          STATION RECOVERY (1981)
 CT0522
 CT0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CT0522'RECOVERED IN GOOD CONDITION.
 CT0522
 CT0522                          STATION RECOVERY (2001)
 CT0522
 CT0522'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0396 ***********************************************************************
 CT0396  DESIGNATION -  D 1053
 CT0396  PID         -  CT0396
 CT0396  STATE/COUNTY-  TX/CALLAHAN
 CT0396  USGS QUAD   -  PUTNAM SOUTH (1987)
 CT0396
 CT0396                         *CURRENT SURVEY CONTROL
 CT0396  ___________________________________________________________________
 CT0396* NAD 83(1986)-  32 22 19.     (N)    099 14 17.     (W)     SCALED    
 CT0396* NAVD 88     -       459.310  (meters)    1506.92   (feet)  ADJUSTED  
 CT0396  ___________________________________________________________________
 CT0396  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CT0396  DYNAMIC HT  -         458.715 (meters)    1504.97  (feet)  COMP
 CT0396  MODELED GRAV-     979,330.4   (mgal)                       NAVD 88
 CT0396
 CT0396  VERT ORDER  -  FIRST     CLASS II
 CT0396
 CT0396.The horizontal coordinates were scaled from a topographic map and have
 CT0396.an estimated accuracy of +/- 6 seconds.
 CT0396
 CT0396.The orthometric height was determined by differential leveling
 CT0396.and adjusted by the National Geodetic Survey in June 1991..
 CT0396
 CT0396.The geoid height was determined by GEOID03.
 CT0396
 CT0396.The dynamic height is computed by dividing the NAVD 88
 CT0396.geopotential number by the normal gravity value computed on the
 CT0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0396.degrees latitude (g = 980.6199 gals.).
 CT0396
 CT0396.The modeled gravity was interpolated from observed gravity values.
 CT0396
 CT0396;                    North         East    Units  Estimated Accuracy
 CT0396;SPC TXNC     - 2,078,450.      530,550.      MT  (+/- 180 meters Scaled)
 CT0396
 CT0396                          SUPERSEDED SURVEY CONTROL
 CT0396
 CT0396  NGVD 29 (??/??/92)  459.232  (m)         1506.66   (f) ADJ UNCH    1 2
 CT0396
 CT0396.Superseded values are not recommended for survey control.
 CT0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0396.See file dsdata.txt to determine how the superseded data were derived.
 CT0396
 CT0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA776816(NAD 83)
 CT0396_MARKER: DB = BENCH MARK DISK
 CT0396_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CT0396_SP_SET: 10 FEET
 CT0396_STAMPING: D 1053 1956
 CT0396_MARK LOGO: CGS   
 CT0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0396
 CT0396  HISTORY     - Date     Condition        Report By
 CT0396  HISTORY     - 1956     MONUMENTED       CGS
 CT0396  HISTORY     - 1983     GOOD             NGS
 CT0396
 CT0396                          STATION DESCRIPTION
 CT0396
 CT0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0396'2.5 MI W FROM PUTNAM.
 CT0396'2.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0396'AT PUTNAM, 13 POLES WEST OF MILEPOST 376, 272 FEET WEST OF BENCH MARK
 CT0396'C 1053, 96 FEET SOUTH OF THE SOUTH RAIL, 1.8 FEET NORTH OF A FENCE, 2
 CT0396'FEET WEST OF A WITNESS POST, CLAMPED ON THE TOP OF A COPPER COATED
 CT0396'STEEL ROD WHICH IS DRIVEN 10 FEET IN THE GROUND, INCASED IN A 6 INCH
 CT0396'TILE PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CT0396
 CT0396                          STATION RECOVERY (1983)
 CT0396
 CT0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0396'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  48.5 KM
 CT0396'(30.1 MI) EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE RAILROAD
 CT0396'STATION IN ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0516 ***********************************************************************
 CT0516  DESIGNATION -  D 1054 RESET 1959
 CT0516  PID         -  CT0516
 CT0516  STATE/COUNTY-  TX/TAYLOR
 CT0516  USGS QUAD   -  ABILENE EAST (1987)
 CT0516
 CT0516                         *CURRENT SURVEY CONTROL
 CT0516  ___________________________________________________________________
 CT0516* NAD 83(1986)-  32 26 12.     (N)    099 42 40.     (W)     SCALED    
 CT0516* NAVD 88     -       520.22   (+/-2cm)    1706.8    (feet)  VERTCON   
 CT0516  ___________________________________________________________________
 CT0516  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CT0516
 CT0516  VERT ORDER  -  THIRD (See Below)
 CT0516
 CT0516.The horizontal coordinates were scaled from a topographic map and have
 CT0516.an estimated accuracy of +/- 6 seconds.
 CT0516
 CT0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0516.The vertical order pertains to the NGVD 29 superseded value.
 CT0516
 CT0516.The geoid height was determined by GEOID03.
 CT0516
 CT0516;                    North         East    Units  Estimated Accuracy
 CT0516;SPC TXNC     - 2,086,040.      486,120.      MT  (+/- 180 meters Scaled)
 CT0516
 CT0516                          SUPERSEDED SURVEY CONTROL
 CT0516
 CT0516  NGVD 29 (01/29/03)  520.06   (m)         1706.2    (f) RESET       3  
 CT0516
 CT0516.Superseded values are not recommended for survey control.
 CT0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0516.See file dsdata.txt to determine how the superseded data were derived.
 CT0516
 CT0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA331890(NAD 83)
 CT0516_MARKER: DB = BENCH MARK DISK
 CT0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0516_SP_SET: SIDEWALK
 CT0516_STAMPING: D 1054 RESET 1959
 CT0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0516
 CT0516  HISTORY     - Date     Condition        Report By
 CT0516  HISTORY     - 1959     MONUMENTED       TXHD
 CT0516  HISTORY     - 1960     GOOD             TXHD
 CT0516
 CT0516                          STATION DESCRIPTION
 CT0516
 CT0516'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 CT0516'1.2 MI SE FROM ABILENE.
 CT0516'0.45 MILE EAST ALONG U.S. HIGHWAY 80, 84, AND 277 FROM THE TEXAS AND
 CT0516'PACIFIC RAILROAD STATION AT ABILENE, THENCE 0.75 MILE SOUTH ALONG U.S.
 CT0516'HIGHWAYS 83 AND 84 AND STATE HIGHWAY 36, 35.5 FEET NORTH OF THE
 CT0516'CENTERLINE OF THE HIGHWAY, SET IN THE NORTHEAST CORNER OF THE NORTH
 CT0516'SIDEWALK, NEXT TO THE PARAPET WALL OF LYTLE CREEK BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0530 ***********************************************************************
 CT0530  DESIGNATION -  D 1055
 CT0530  PID         -  CT0530
 CT0530  STATE/COUNTY-  TX/TAYLOR
 CT0530  USGS QUAD   -  ABILENE WEST (1987)
 CT0530
 CT0530                         *CURRENT SURVEY CONTROL
 CT0530  ___________________________________________________________________
 CT0530* NAD 83(1986)-  32 26 59.     (N)    099 46 45.     (W)     SCALED    
 CT0530* NAVD 88     -       525.916  (meters)    1725.44   (feet)  ADJUSTED  
 CT0530  ___________________________________________________________________
 CT0530  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CT0530  DYNAMIC HT  -         525.234 (meters)    1723.21  (feet)  COMP
 CT0530  MODELED GRAV-     979,327.4   (mgal)                       NAVD 88
 CT0530
 CT0530  VERT ORDER  -  FIRST     CLASS II
 CT0530
 CT0530.The horizontal coordinates were scaled from a topographic map and have
 CT0530.an estimated accuracy of +/- 6 seconds.
 CT0530
 CT0530.The orthometric height was determined by differential leveling
 CT0530.and adjusted by the National Geodetic Survey in June 1991..
 CT0530
 CT0530.The geoid height was determined by GEOID03.
 CT0530
 CT0530.The dynamic height is computed by dividing the NAVD 88
 CT0530.geopotential number by the normal gravity value computed on the
 CT0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0530.degrees latitude (g = 980.6199 gals.).
 CT0530
 CT0530.The modeled gravity was interpolated from observed gravity values.
 CT0530
 CT0530;                    North         East    Units  Estimated Accuracy
 CT0530;SPC TXNC     - 2,087,570.      479,730.      MT  (+/- 180 meters Scaled)
 CT0530
 CT0530                          SUPERSEDED SURVEY CONTROL
 CT0530
 CT0530  NGVD 29 (??/??/92)  525.749  (m)         1724.89   (f) ADJ UNCH    1 2
 CT0530
 CT0530.Superseded values are not recommended for survey control.
 CT0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0530.See file dsdata.txt to determine how the superseded data were derived.
 CT0530
 CT0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA267905(NAD 83)
 CT0530_MARKER: DB = BENCH MARK DISK
 CT0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0530_STAMPING: D 1055 1956
 CT0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0530+STABILITY: SURFACE MOTION
 CT0530
 CT0530  HISTORY     - Date     Condition        Report By
 CT0530  HISTORY     - 1956     MONUMENTED       CGS
 CT0530  HISTORY     - 19940803 MARK NOT FOUND   USPSQD
 CT0530
 CT0530                          STATION DESCRIPTION
 CT0530
 CT0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0530'2.7 MI W FROM ABILENE.
 CT0530'2.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0530'AT ABILENE, THENCE 0.1 MILE SOUTH ALONG PIONEER DRIVE, 13.6 FEET EAST
 CT0530'OF THE NORTHWEST CORNER OF THE HANGAR AT THE HUGHES AIRPORT, 1.5 FEET
 CT0530'NORTH OF THE NORTH WALL OF THE HANGAR, SET IN THE TOP OF A CONCRETE
 CT0530'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CT0530
 CT0530                          STATION RECOVERY (1994)
 CT0530
 CT0530'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0080 ***********************************************************************
 CU0080  DESIGNATION -  D 1056
 CU0080  PID         -  CU0080
 CU0080  STATE/COUNTY-  TX/NOLAN
 CU0080  USGS QUAD   -  RAVEN CREEK SOUTH (1984)
 CU0080
 CU0080                         *CURRENT SURVEY CONTROL
 CU0080  ___________________________________________________________________
 CU0080* NAD 83(1986)-  32 30 44.     (N)    100 12 34.     (W)     SCALED    
 CU0080* NAVD 88     -       594.333  (meters)    1949.91   (feet)  POSTED    
 CU0080  ___________________________________________________________________
 CU0080  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CU0080  DYNAMIC HT  -         593.550 (meters)    1947.34  (feet)  COMP
 CU0080  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 CU0080
 CU0080  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0080
 CU0080.The horizontal coordinates were scaled from a topographic map and have
 CU0080.an estimated accuracy of +/- 6 seconds.
 CU0080
 CU0080.The orthometric height was determined by differential leveling
 CU0080.and adjusted by the National Geodetic Survey in 1992..
 CU0080.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0080.rate of 0.0 thru 1.0 mm/km.
 CU0080
 CU0080.The geoid height was determined by GEOID03.
 CU0080
 CU0080.The dynamic height is computed by dividing the NAVD 88
 CU0080.geopotential number by the normal gravity value computed on the
 CU0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0080.degrees latitude (g = 980.6199 gals.).
 CU0080
 CU0080.The modeled gravity was interpolated from observed gravity values.
 CU0080
 CU0080;                    North         East    Units  Estimated Accuracy
 CU0080;SPC TXNC     - 2,095,070.      439,390.      MT  (+/- 180 meters Scaled)
 CU0080
 CU0080                          SUPERSEDED SURVEY CONTROL
 CU0080
 CU0080  NGVD 29 (??/??/92)  594.142  (m)         1949.28   (f) ADJ UNCH    1 2
 CU0080
 CU0080.Superseded values are not recommended for survey control.
 CU0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0080.See file dsdata.txt to determine how the superseded data were derived.
 CU0080
 CU0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA863978(NAD 83)
 CU0080_MARKER: DB = BENCH MARK DISK
 CU0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0080_STAMPING: D 1056 1956
 CU0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0080+STABILITY: SURFACE MOTION
 CU0080
 CU0080  HISTORY     - Date     Condition        Report By
 CU0080  HISTORY     - 1956     MONUMENTED       CGS
 CU0080
 CU0080                          STATION DESCRIPTION
 CU0080
 CU0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0080'5.4 MI NW FROM TRENT.
 CU0080'5.4 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0080'STATION AT TRENT, 36 FEET SOUTH OF THE SOUTH RAIL, 39 FEET NORTH OF
 CU0080'THE CENTER LINE OF A GRADED DIRT ROAD, 10.8 FEET EAST OF THE 6TH POLE
 CU0080'EAST OF MILEPOST 435, 3.1 FEET WEST OF A WITNESS POST, SET IN THE TOP
 CU0080'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0161 ***********************************************************************
 CU0161  DESIGNATION -  D 1057
 CU0161  PID         -  CU0161
 CU0161  STATE/COUNTY-  TX/NOLAN
 CU0161  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0161
 CU0161                         *CURRENT SURVEY CONTROL
 CU0161  ___________________________________________________________________
 CU0161* NAD 83(1986)-  32 29 28.     (N)    100 21 15.     (W)     SCALED    
 CU0161* NAVD 88     -       616.353  (meters)    2022.15   (feet)  POSTED    
 CU0161  ___________________________________________________________________
 CU0161  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CU0161  DYNAMIC HT  -         615.530 (meters)    2019.45  (feet)  COMP
 CU0161  MODELED GRAV-     979,291.6   (mgal)                       NAVD 88
 CU0161
 CU0161  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0161
 CU0161.The horizontal coordinates were scaled from a topographic map and have
 CU0161.an estimated accuracy of +/- 6 seconds.
 CU0161
 CU0161.The orthometric height was determined by differential leveling
 CU0161.and adjusted by the National Geodetic Survey in 1992..
 CU0161.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0161.rate of 0.0 thru 1.0 mm/km.
 CU0161
 CU0161.The geoid height was determined by GEOID03.
 CU0161
 CU0161.The dynamic height is computed by dividing the NAVD 88
 CU0161.geopotential number by the normal gravity value computed on the
 CU0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0161.degrees latitude (g = 980.6199 gals.).
 CU0161
 CU0161.The modeled gravity was interpolated from observed gravity values.
 CU0161
 CU0161;                    North         East    Units  Estimated Accuracy
 CU0161;SPC TXNC     - 2,092,960.      425,760.      MT  (+/- 180 meters Scaled)
 CU0161
 CU0161                          SUPERSEDED SURVEY CONTROL
 CU0161
 CU0161  NGVD 29 (??/??/92)  616.143  (m)         2021.46   (f) ADJ UNCH    1 2
 CU0161
 CU0161.Superseded values are not recommended for survey control.
 CU0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0161.See file dsdata.txt to determine how the superseded data were derived.
 CU0161
 CU0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA727956(NAD 83)
 CU0161_MARKER: DB = BENCH MARK DISK
 CU0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0161_SP_SET: ABUTMENT
 CU0161_STAMPING: D 1057 1956
 CU0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0161
 CU0161  HISTORY     - Date     Condition        Report By
 CU0161  HISTORY     - 1956     MONUMENTED       CGS
 CU0161
 CU0161                          STATION DESCRIPTION
 CU0161
 CU0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0161'3.6 MI NE FROM SWEETWATER.
 CU0161'3.6 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0161'STATION AT SWEETWATER, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN
 CU0161'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF BRIDGE 444.2
 CU0161'OVER SWEETWATER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0303 ***********************************************************************
 CU0303  DESIGNATION -  D 1058
 CU0303  PID         -  CU0303
 CU0303  STATE/COUNTY-  TX/MITCHELL
 CU0303  USGS QUAD   -  COLORADO CITY (1979)
 CU0303
 CU0303                         *CURRENT SURVEY CONTROL
 CU0303  ___________________________________________________________________
 CU0303* NAD 83(1986)-  32 23 08.     (N)    100 51 16.     (W)     SCALED    
 CU0303* NAVD 88     -       640.738  (meters)    2102.15   (feet)  ADJUSTED  
 CU0303  ___________________________________________________________________
 CU0303  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CU0303  DYNAMIC HT  -         639.884 (meters)    2099.35  (feet)  COMP
 CU0303  MODELED GRAV-     979,285.6   (mgal)                       NAVD 88
 CU0303
 CU0303  VERT ORDER  -  FIRST     CLASS II
 CU0303
 CU0303.The horizontal coordinates were scaled from a topographic map and have
 CU0303.an estimated accuracy of +/- 6 seconds.
 CU0303
 CU0303.The orthometric height was determined by differential leveling
 CU0303.and adjusted by the National Geodetic Survey in June 1991..
 CU0303.WARNING-Repeat measurements at this control monument indicate possible
 CU0303.vertical movement.
 CU0303
 CU0303.The geoid height was determined by GEOID03.
 CU0303
 CU0303.The dynamic height is computed by dividing the NAVD 88
 CU0303.geopotential number by the normal gravity value computed on the
 CU0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0303.degrees latitude (g = 980.6199 gals.).
 CU0303
 CU0303.The modeled gravity was interpolated from observed gravity values.
 CU0303
 CU0303;                    North         East    Units  Estimated Accuracy
 CU0303;SPC TXNC     - 2,082,200.      378,490.      MT  (+/- 180 meters Scaled)
 CU0303
 CU0303                          SUPERSEDED SURVEY CONTROL
 CU0303
 CU0303  NGVD 29 (??/??/92)  640.533  (m)         2101.48   (f) ADJ UNCH    1 2
 CU0303
 CU0303.Superseded values are not recommended for survey control.
 CU0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0303.See file dsdata.txt to determine how the superseded data were derived.
 CU0303
 CU0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA255846(NAD 83)
 CU0303_MARKER: DB = BENCH MARK DISK
 CU0303_SETTING: 66 = SET IN ROCK OUTCROP
 CU0303_SP_SET: OUTCROP
 CU0303_STAMPING: D 1058 1956
 CU0303_MARK LOGO: CGS   
 CU0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0303+STABILITY: POSITION/ELEVATION WELL
 CU0303
 CU0303  HISTORY     - Date     Condition        Report By
 CU0303  HISTORY     - 1956     MONUMENTED       CGS
 CU0303  HISTORY     - 1961     GOOD             NGS
 CU0303  HISTORY     - 1982     GOOD             NGS
 CU0303
 CU0303                          STATION DESCRIPTION
 CU0303
 CU0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0303'0.8 MI E FROM COLORADO CITY.
 CU0303'ABOUT 0.8 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0303'STATION AT COLORADO CITY, 44 FEET EAST OF THE FOURTH TELEPHONE POLE
 CU0303'WEST OF MILEPOST 475, 27 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 CU0303'TRACK, SET IN THE TOP OF A ROCK OUTCROP, 102 FEET SOUTHEAST OF THE
 CU0303'CROSSING OF THE RAILROAD AND AUSTIN STREET, 48 FEET SOUTHEAST OF THE
 CU0303'SOUTHEAST CORNER OF A CATTLE GUARD ACROSS THE RAILROAD, 22 FEET NORTH
 CU0303'OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND PROJECTING
 CU0303'1 FOOT ABOVE THE GROUND.
 CU0303
 CU0303                          STATION RECOVERY (1982)
 CU0303
 CU0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0303'IN COLORADO CITY, AT THE AUSTIN STREET CROSSING OF THE TEXAS AND
 CU0303'PACIFIC RAILROAD, IN THE CENTER OF A 3 BY 3 FT EXPOSED AREA OF
 CU0303'OUTCROPPING BEDROCK, 31.1 METERS (102.0 FT) SOUTHEAST OF THE CENTER OF
 CU0303'THE CROSSING, 25.8 METERS (84.6 FT) EAST OF THE CENTER OF THE STREET,
 CU0303'22.1 METERS (72.5 FT) NORTHEAST OF A UTILITY POLE, 9.2 METERS (30.2
 CU0303'FT) NORTH OF THE CENTER OF FRONT STREET AND 8.3 METERS (27.2 FT)
 CU0303'SOUTH-SOUTHWEST OF THE NEAR RAIL.
 CU0303'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 CU0303'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0596 ***********************************************************************
 CU0596  DESIGNATION -  D 1059
 CU0596  PID         -  CU0596
 CU0596  STATE/COUNTY-  TX/HOWARD
 CU0596  USGS QUAD   -  ELBOW (1978)
 CU0596
 CU0596                         *CURRENT SURVEY CONTROL
 CU0596  ___________________________________________________________________
 CU0596* NAD 83(1986)-  32 14 45.     (N)    101 32 11.     (W)     SCALED    
 CU0596* NAVD 88     -       735.393  (meters)    2412.70   (feet)  ADJUSTED  
 CU0596  ___________________________________________________________________
 CU0596  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CU0596  DYNAMIC HT  -         734.382 (meters)    2409.38  (feet)  COMP
 CU0596  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 CU0596
 CU0596  VERT ORDER  -  FIRST     CLASS II
 CU0596
 CU0596.The horizontal coordinates were scaled from a topographic map and have
 CU0596.an estimated accuracy of +/- 6 seconds.
 CU0596
 CU0596.The orthometric height was determined by differential leveling
 CU0596.and adjusted by the National Geodetic Survey in June 1991..
 CU0596
 CU0596.The geoid height was determined by GEOID03.
 CU0596
 CU0596.The dynamic height is computed by dividing the NAVD 88
 CU0596.geopotential number by the normal gravity value computed on the
 CU0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0596.degrees latitude (g = 980.6199 gals.).
 CU0596
 CU0596.The modeled gravity was interpolated from observed gravity values.
 CU0596
 CU0596;                    North         East    Units  Estimated Accuracy
 CU0596;SPC TXNC     - 2,068,360.      313,900.      MT  (+/- 180 meters Scaled)
 CU0596
 CU0596                          SUPERSEDED SURVEY CONTROL
 CU0596
 CU0596  NGVD 29 (??/??/92)  735.118  (m)         2411.80   (f) ADJ UNCH    1 2
 CU0596
 CU0596.Superseded values are not recommended for survey control.
 CU0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0596.See file dsdata.txt to determine how the superseded data were derived.
 CU0596
 CU0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA610705(NAD 83)
 CU0596_MARKER: DB = BENCH MARK DISK
 CU0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0596_STAMPING: D 1059 1956
 CU0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0596+STABILITY: SURFACE MOTION
 CU0596
 CU0596  HISTORY     - Date     Condition        Report By
 CU0596  HISTORY     - 1956     MONUMENTED       CGS
 CU0596
 CU0596                          STATION DESCRIPTION
 CU0596
 CU0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0596'3.65 MI SW FROM BIG SPRING.
 CU0596'3.65 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0596'STATION AT BIG SPRING, 11 FEET SOUTHWEST OF THE 1ST POLE SOUTHWEST OF
 CU0596'MILEPOST 517, IN LINE WITH A ROW OF TELEPHONE POLES, 36.5 FEET
 CU0596'SOUTHEAST OF THE SOUTHEAST RAIL, 11.5 FEET NORTHWEST OF A FENCE, 2.7
 CU0596'FEET SOUTHWEST OF A WITNESS POST, 5 FEET BELOW THE TOP OF THE RAILS,
 CU0596'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 CU0596'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0003 ***********************************************************************
 BP0003  DESIGNATION -  D 106
 BP0003  PID         -  BP0003
 BP0003  STATE/COUNTY-  TX/PECOS
 BP0003  USGS QUAD   -  INDIAN MESA SE (1969)
 BP0003
 BP0003                         *CURRENT SURVEY CONTROL
 BP0003  ___________________________________________________________________
 BP0003* NAD 83(1986)-  30 51 00.     (N)    102 03 37.     (W)     SCALED    
 BP0003* NAVD 88     -       780.327  (meters)    2560.12   (feet)  ADJUSTED  
 BP0003  ___________________________________________________________________
 BP0003  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 BP0003  DYNAMIC HT  -         779.186 (meters)    2556.38  (feet)  COMP
 BP0003  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 BP0003
 BP0003  VERT ORDER  -  FIRST     CLASS II
 BP0003
 BP0003.The horizontal coordinates were scaled from a topographic map and have
 BP0003.an estimated accuracy of +/- 6 seconds.
 BP0003
 BP0003.The orthometric height was determined by differential leveling
 BP0003.and adjusted by the National Geodetic Survey in June 1991..
 BP0003
 BP0003.The geoid height was determined by GEOID03.
 BP0003
 BP0003.The dynamic height is computed by dividing the NAVD 88
 BP0003.geopotential number by the normal gravity value computed on the
 BP0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0003.degrees latitude (g = 980.6199 gals.).
 BP0003
 BP0003.The modeled gravity was interpolated from observed gravity values.
 BP0003
 BP0003;                    North         East    Units  Estimated Accuracy
 BP0003;SPC TX C     - 3,132,460.      534,840.      MT  (+/- 180 meters Scaled)
 BP0003
 BP0003                          SUPERSEDED SURVEY CONTROL
 BP0003
 BP0003  NGVD 29 (??/??/92)  780.080  (m)         2559.31   (f) ADJ UNCH    1 2
 BP0003
 BP0003.Superseded values are not recommended for survey control.
 BP0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0003.See file dsdata.txt to determine how the superseded data were derived.
 BP0003
 BP0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ811166(NAD 83)
 BP0003_MARKER: DB = BENCH MARK DISK
 BP0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0003_STAMPING: D 106 1933 2559.312
 BP0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0003+STABILITY: SURFACE MOTION
 BP0003
 BP0003  HISTORY     - Date     Condition        Report By
 BP0003  HISTORY     - 1933     MONUMENTED       CGS
 BP0003  HISTORY     - 1958     GOOD             NGS
 BP0003  HISTORY     - 1967     MARK NOT FOUND   NGS
 BP0003
 BP0003                          STATION DESCRIPTION
 BP0003
 BP0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0003'20.35 MI W FROM SHEFFIELD.
 BP0003'ABOUT 20.35 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0003'SHEFFIELD, 63 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BP0003'ABOUT 0.3 MILE WEST-NORTHWEST OF A CATTLE GUARD WITH PRIVATE ROAD
 BP0003'LEADING SOUTH, ABOUT 0.1 MILE EAST-SOUTHEAST OF A PRIVATE ROAD AND
 BP0003'CATTLE GUARD ON THE SOUTH-SOUTHWEST SIDE OF THE HIGHWAY, 6 FEET
 BP0003'NORTH-NORTHEAST OF THE RIGHT OF WAY FENCE, 11 FEET NORTHEAST OF A
 BP0003'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BP0003'PROJECTING 7 INCHES.
 BP0003
 BP0003                          STATION RECOVERY (1967)
 BP0003
 BP0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BP0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0553 ***********************************************************************
 CU0553  DESIGNATION -  D 1060
 CU0553  PID         -  CU0553
 CU0553  STATE/COUNTY-  TX/HOWARD
 CU0553  USGS QUAD   -  IATAN (1978)
 CU0553
 CU0553                         *CURRENT SURVEY CONTROL
 CU0553  ___________________________________________________________________
 CU0553* NAD 83(1986)-  32 19 23.     (N)    101 11 37.     (W)     SCALED    
 CU0553* NAVD 88     -       690.077  (meters)    2264.03   (feet)  ADJUSTED  
 CU0553  ___________________________________________________________________
 CU0553  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CU0553  DYNAMIC HT  -         689.145 (meters)    2260.97  (feet)  COMP
 CU0553  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 CU0553
 CU0553  VERT ORDER  -  FIRST     CLASS II
 CU0553
 CU0553.The horizontal coordinates were scaled from a topographic map and have
 CU0553.an estimated accuracy of +/- 6 seconds.
 CU0553
 CU0553.The orthometric height was determined by differential leveling
 CU0553.and adjusted by the National Geodetic Survey in June 1991..
 CU0553
 CU0553.The geoid height was determined by GEOID03.
 CU0553
 CU0553.The dynamic height is computed by dividing the NAVD 88
 CU0553.geopotential number by the normal gravity value computed on the
 CU0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0553.degrees latitude (g = 980.6199 gals.).
 CU0553
 CU0553.The modeled gravity was interpolated from observed gravity values.
 CU0553
 CU0553;                    North         East    Units  Estimated Accuracy
 CU0553;SPC TXNC     - 2,076,040.      346,410.      MT  (+/- 180 meters Scaled)
 CU0553
 CU0553                          SUPERSEDED SURVEY CONTROL
 CU0553
 CU0553  NGVD 29 (??/??/92)  689.836  (m)         2263.24   (f) ADJ UNCH    1 2
 CU0553
 CU0553.Superseded values are not recommended for survey control.
 CU0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0553.See file dsdata.txt to determine how the superseded data were derived.
 CU0553
 CU0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA935783(NAD 83)
 CU0553_MARKER: DB = BENCH MARK DISK
 CU0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0553_STAMPING: D 1060 1956
 CU0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0553+STABILITY: SURFACE MOTION
 CU0553
 CU0553  HISTORY     - Date     Condition        Report By
 CU0553  HISTORY     - 1956     MONUMENTED       CGS
 CU0553
 CU0553                          STATION DESCRIPTION
 CU0553
 CU0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0553'6.95 MI NE FROM COAHOMA.
 CU0553'6.95 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0553'STATION AT COAHOMA, 66 FEET NORTHWEST OF MILEPOST 496, 31 FEET
 CU0553'NORTHWEST OF THE NORTHWEST RAIL, 47.6 FEET SOUTHEAST OF THE CENTER
 CU0553'LINE OF OLD U.S. HIGHWAY 80, 17.5 FEET SOUTHEAST OF A FENCE, 27 FEET
 CU0553'NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 CU0553'3 FEET NORTHEAST OF A WITNESS POST, 7 FEET BELOW THE TOP OF THE RAILS,
 CU0553'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 CU0553'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0637 ***********************************************************************
 CU0637  DESIGNATION -  D 1061
 CU0637  PID         -  CU0637
 CU0637  STATE/COUNTY-  TX/MIDLAND
 CU0637  USGS QUAD   -  GERMANIA (1974)
 CU0637
 CU0637                         *CURRENT SURVEY CONTROL
 CU0637  ___________________________________________________________________
 CU0637* NAD 83(1986)-  32 03 05.     (N)    101 57 57.     (W)     SCALED    
 CU0637* NAVD 88     -       846.944  (meters)    2778.68   (feet)  ADJUSTED  
 CU0637  ___________________________________________________________________
 CU0637  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 CU0637  DYNAMIC HT  -         845.760 (meters)    2774.80  (feet)  COMP
 CU0637  MODELED GRAV-     979,213.1   (mgal)                       NAVD 88
 CU0637
 CU0637  VERT ORDER  -  FIRST     CLASS II
 CU0637
 CU0637.The horizontal coordinates were scaled from a topographic map and have
 CU0637.an estimated accuracy of +/- 6 seconds.
 CU0637
 CU0637.The orthometric height was determined by differential leveling
 CU0637.and adjusted by the National Geodetic Survey in June 1991..
 CU0637
 CU0637.The geoid height was determined by GEOID03.
 CU0637
 CU0637.The dynamic height is computed by dividing the NAVD 88
 CU0637.geopotential number by the normal gravity value computed on the
 CU0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0637.degrees latitude (g = 980.6199 gals.).
 CU0637
 CU0637.The modeled gravity was interpolated from observed gravity values.
 CU0637
 CU0637;                    North         East    Units  Estimated Accuracy
 CU0637;SPC TX C     - 3,265,510.      545,820.      MT  (+/- 180 meters Scaled)
 CU0637
 CU0637                          SUPERSEDED SURVEY CONTROL
 CU0637
 CU0637  NGVD 29 (??/??/92)  846.602  (m)         2777.56   (f) ADJ UNCH    1 2
 CU0637
 CU0637.Superseded values are not recommended for survey control.
 CU0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0637.See file dsdata.txt to determine how the superseded data were derived.
 CU0637
 CU0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA199499(NAD 83)
 CU0637_MARKER: DB = BENCH MARK DISK
 CU0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0637_STAMPING: D 1061 1956
 CU0637_MARK LOGO: CGS   
 CU0637_PROJECTION: PROJECTING 10 CENTIMETERS
 CU0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0637+STABILITY: SURFACE MOTION
 CU0637
 CU0637  HISTORY     - Date     Condition        Report By
 CU0637  HISTORY     - 1956     MONUMENTED       CGS
 CU0637  HISTORY     - 1982     GOOD             NGS
 CU0637
 CU0637                          STATION DESCRIPTION
 CU0637
 CU0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0637'7.4 MI NE FROM MIDLAND.
 CU0637'7.4 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0637'STATION AT MIDLAND, 11 FEET SOUTHWEST OF MILEPOST 546, 40 FEET
 CU0637'SOUTHEAST OF THE SOUTHEAST RAIL, 33 FEET NORTHWEST OF THE CENTER LINE
 CU0637'OF A GRADED DIRT ROAD, 3 FEET NORTHEAST OF A WITNESS POST, IN LINE
 CU0637'WITH A ROW OF TELEPHONE POLES, SET IN THE TOP OF A CONCRETE POST WHICH
 CU0637'PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CU0637
 CU0637                          STATION RECOVERY (1982)
 CU0637
 CU0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0637'11.8 KM (7.35 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0637'FROM THE POST OFFICE IN MIDLAND, 30.5 METERS (100.1 FT) WEST OF
 CU0637'MILEPOST 546, 12.2 METERS (40.0 FT) SOUTHEAST OF THE NEAR RAIL AND
 CU0637'10.1 METERS (33.1 FT) NORTHWEST OF THE CENTERLINE OF A PAVED ROAD.
 CU0637'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CU0637'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0194 ***********************************************************************
 CC0194  DESIGNATION -  D 1062
 CC0194  PID         -  CC0194
 CC0194  STATE/COUNTY-  TX/ECTOR
 CC0194  USGS QUAD   -  DOURO (1981)
 CC0194
 CC0194                         *CURRENT SURVEY CONTROL
 CC0194  ___________________________________________________________________
 CC0194* NAD 83(1986)-  31 45 54.     (N)    102 31 13.     (W)     SCALED    
 CC0194* NAVD 88     -       940.310  (meters)    3085.00   (feet)  ADJUSTED  
 CC0194  ___________________________________________________________________
 CC0194  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CC0194  DYNAMIC HT  -         938.982 (meters)    3080.64  (feet)  COMP
 CC0194  MODELED GRAV-     979,194.3   (mgal)                       NAVD 88
 CC0194
 CC0194  VERT ORDER  -  FIRST     CLASS II
 CC0194
 CC0194.The horizontal coordinates were scaled from a topographic map and have
 CC0194.an estimated accuracy of +/- 6 seconds.
 CC0194
 CC0194.The orthometric height was determined by differential leveling
 CC0194.and adjusted by the National Geodetic Survey in June 1991..
 CC0194
 CC0194.The geoid height was determined by GEOID03.
 CC0194
 CC0194.The dynamic height is computed by dividing the NAVD 88
 CC0194.geopotential number by the normal gravity value computed on the
 CC0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0194.degrees latitude (g = 980.6199 gals.).
 CC0194
 CC0194.The modeled gravity was interpolated from observed gravity values.
 CC0194
 CC0194;                    North         East    Units  Estimated Accuracy
 CC0194;SPC TX C     - 3,234,660.      492,840.      MT  (+/- 180 meters Scaled)
 CC0194
 CC0194                          SUPERSEDED SURVEY CONTROL
 CC0194
 CC0194  NGVD 29 (??/??/92)  939.920  (m)         3083.72   (f) ADJ UNCH    1 2
 CC0194
 CC0194.Superseded values are not recommended for survey control.
 CC0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0194.See file dsdata.txt to determine how the superseded data were derived.
 CC0194
 CC0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR348170(NAD 83)
 CC0194_MARKER: DB = BENCH MARK DISK
 CC0194_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0194_SP_SET: 19 FT
 CC0194_STAMPING: D 1062 1956
 CC0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0194
 CC0194  HISTORY     - Date     Condition        Report By
 CC0194  HISTORY     - 1956     MONUMENTED       CGS
 CC0194  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0194
 CC0194                          STATION DESCRIPTION
 CC0194
 CC0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0194'10.5 MI SW FROM ODESSA.
 CC0194'10.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0194'STATION AT ODESSA, 112.1 FEET NORTH OF MILEPOST 584, 88 FEET NORTHEAST
 CC0194'OF THE CENTER LINE OF A GRAVELED ROAD, 40 FEET SOUTHWEST OF THE 5TH
 CC0194'POLE SOUTHWEST OF THE SECTION FOREMANS HOUSE AT DOURO, 43.9 FEET
 CC0194'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 2.7 FEET NORTHEAST
 CC0194'OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED
 CC0194'STEEL ROD WHICH IS DRIVEN 19 FEET IN THE GROUND, INCASED IN A 6 INCH
 CC0194'TILE PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0194
 CC0194                          STATION RECOVERY (1982)
 CC0194
 CC0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0194'THERE HAS BEEN GRADING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0218 ***********************************************************************
 CC0218  DESIGNATION -  D 1063
 CC0218  PID         -  CC0218
 CC0218  STATE/COUNTY-  TX/CRANE
 CC0218  USGS QUAD   -  COWDEN PLACE (1968)
 CC0218
 CC0218                         *CURRENT SURVEY CONTROL
 CC0218  ___________________________________________________________________
 CC0218* NAD 83(1986)-  31 38 22.     (N)    102 46 02.     (W)     SCALED    
 CC0218* NAVD 88     -       841.845  (meters)    2761.95   (feet)  ADJUSTED  
 CC0218  ___________________________________________________________________
 CC0218  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CC0218  DYNAMIC HT  -         840.680 (meters)    2758.13  (feet)  COMP
 CC0218  MODELED GRAV-     979,226.7   (mgal)                       NAVD 88
 CC0218
 CC0218  VERT ORDER  -  FIRST     CLASS II
 CC0218
 CC0218.The horizontal coordinates were scaled from a topographic map and have
 CC0218.an estimated accuracy of +/- 6 seconds.
 CC0218
 CC0218.The orthometric height was determined by differential leveling
 CC0218.and adjusted by the National Geodetic Survey in June 1991..
 CC0218
 CC0218.The geoid height was determined by GEOID03.
 CC0218
 CC0218.The dynamic height is computed by dividing the NAVD 88
 CC0218.geopotential number by the normal gravity value computed on the
 CC0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0218.degrees latitude (g = 980.6199 gals.).
 CC0218
 CC0218.The modeled gravity was interpolated from observed gravity values.
 CC0218
 CC0218;                    North         East    Units  Estimated Accuracy
 CC0218;SPC TX C     - 3,221,220.      469,150.      MT  (+/- 180 meters Scaled)
 CC0218
 CC0218                          SUPERSEDED SURVEY CONTROL
 CC0218
 CC0218  NGVD 29 (??/??/92)  841.511  (m)         2760.86   (f) ADJ UNCH    1 2
 CC0218
 CC0218.Superseded values are not recommended for survey control.
 CC0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0218.See file dsdata.txt to determine how the superseded data were derived.
 CC0218
 CC0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR117026(NAD 83)
 CC0218_MARKER: DB = BENCH MARK DISK
 CC0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0218_STAMPING: D 1063 1956
 CC0218_MARK LOGO: CGS   
 CC0218_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0218+STABILITY: SURFACE MOTION
 CC0218
 CC0218  HISTORY     - Date     Condition        Report By
 CC0218  HISTORY     - 1956     MONUMENTED       CGS
 CC0218  HISTORY     - 1982     GOOD             NGS
 CC0218  HISTORY     - 20010217 GOOD             USPSQD
 CC0218
 CC0218                          STATION DESCRIPTION
 CC0218
 CC0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0218'8.1 MI NE FROM MONAHANS.
 CC0218'8.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0218'STATION AT MONAHANS, 249.2 FEET NORTHEAST OF A CRANE AND WARD COUNTY
 CC0218'LINE MARKER, 12.4 FEET WEST OF THE 10TH POLE SOUTHWEST OF MILEPOST
 CC0218'601, 32.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET NORTHEAST OF A
 CC0218'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CC0218'FOOT ABOVE THE GROUND.
 CC0218
 CC0218                          STATION RECOVERY (1982)
 CC0218
 CC0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0218'13.0 KM (8.1 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0218'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 76.0 METERS
 CC0218'(249.3 FT) NORTHWEST OF THE WARD-CRANE COUNTY LINE MARKER, 12.2 METERS
 CC0218'(40.0 FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF U. S.
 CC0218'HIGHWAY 80 AND 10.0 METERS (32.8 FT) SOUTHEAST OF THE NEAR RAIL.
 CC0218'THE MARK IS 0.2 METERS  SSW FROM A WITNESS POST.
 CC0218'THE MARK IS 0.5 M BELOW THE TRACKS.
 CC0218
 CC0218                          STATION RECOVERY (2001)
 CC0218
 CC0218'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0449 ***********************************************************************
 CC0449  DESIGNATION -  D 1064
 CC0449  PID         -  CC0449
 CC0449  STATE/COUNTY-  TX/REEVES
 CC0449  USGS QUAD   -  WORSHAM (1971)
 CC0449
 CC0449                         *CURRENT SURVEY CONTROL
 CC0449  ___________________________________________________________________
 CC0449* NAD 83(1986)-  31 22 28.     (N)    103 31 39.     (W)     SCALED    
 CC0449* NAVD 88     -       799.423  (meters)    2622.77   (feet)  POSTED    
 CC0449  ___________________________________________________________________
 CC0449  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CC0449  DYNAMIC HT  -         798.260 (meters)    2618.96  (feet)  COMP
 CC0449  MODELED GRAV-     979,155.8   (mgal)                       NAVD 88
 CC0449
 CC0449  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0449
 CC0449.The horizontal coordinates were scaled from a topographic map and have
 CC0449.an estimated accuracy of +/- 6 seconds.
 CC0449
 CC0449.The orthometric height was determined by differential leveling
 CC0449.and adjusted by the National Geodetic Survey in 1992..
 CC0449.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0449.rate of 0.0 thru 1.0 mm/km.
 CC0449
 CC0449.The geoid height was determined by GEOID03.
 CC0449
 CC0449.The dynamic height is computed by dividing the NAVD 88
 CC0449.geopotential number by the normal gravity value computed on the
 CC0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0449.degrees latitude (g = 980.6199 gals.).
 CC0449
 CC0449.The modeled gravity was interpolated from observed gravity values.
 CC0449
 CC0449;                    North         East    Units  Estimated Accuracy
 CC0449;SPC TX C     - 3,193,680.      396,210.      MT  (+/- 180 meters Scaled)
 CC0449
 CC0449                          SUPERSEDED SURVEY CONTROL
 CC0449
 CC0449  NGVD 29 (??/??/92)  799.310  (m)         2622.40   (f) ADJ UNCH    1 2
 CC0449
 CC0449.Superseded values are not recommended for survey control.
 CC0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0449.See file dsdata.txt to determine how the superseded data were derived.
 CC0449
 CC0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ400720(NAD 83)
 CC0449_MARKER: DB = BENCH MARK DISK
 CC0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0449_STAMPING: D 1064 1956
 CC0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0449+STABILITY: SURFACE MOTION
 CC0449
 CC0449  HISTORY     - Date     Condition        Report By
 CC0449  HISTORY     - 1956     MONUMENTED       CGS
 CC0449  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0449
 CC0449                          STATION DESCRIPTION
 CC0449
 CC0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0449'4.5 MI S FROM PECOS.
 CC0449'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0449'THENCE 2.9 MILES SOUTH ALONG STATE HIGHWAY 17, 51 FEET WEST OF THE
 CC0449'CENTER LINE OF THE HIGHWAY, 46.6 FEET EAST OF THE EAST RAIL OF THE
 CC0449'PECOS VALLEY SOUTHERN RAILROAD, 8.6 FEET NORTH OF A TELEPHONE POLE, IN
 CC0449'LINE WITH A ROW OF TELEPHONE POLES, 2 FEET SOUTH OF A WITNESS POST,
 CC0449'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 CC0449'GROUND.
 CC0449
 CC0449                          STATION RECOVERY (1981)
 CC0449
 CC0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0449'NOTE=THE POST WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0271 ***********************************************************************
 CC0271  DESIGNATION -  D 1065
 CC0271  PID         -  CC0271
 CC0271  STATE/COUNTY-  TX/WARD
 CC0271  USGS QUAD   -  PYOTE WEST (1981)
 CC0271
 CC0271                         *CURRENT SURVEY CONTROL
 CC0271  ___________________________________________________________________
 CC0271* NAD 83(1986)-  31 30 19.     (N)    103 13 11.     (W)     SCALED    
 CC0271* NAVD 88     -       810.629  (meters)    2659.54   (feet)  ADJUSTED  
 CC0271  ___________________________________________________________________
 CC0271  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CC0271  DYNAMIC HT  -         809.460 (meters)    2655.70  (feet)  COMP
 CC0271  MODELED GRAV-     979,170.7   (mgal)                       NAVD 88
 CC0271
 CC0271  VERT ORDER  -  FIRST     CLASS II
 CC0271
 CC0271.The horizontal coordinates were scaled from a topographic map and have
 CC0271.an estimated accuracy of +/- 6 seconds.
 CC0271
 CC0271.The orthometric height was determined by differential leveling
 CC0271.and adjusted by the National Geodetic Survey in June 1991..
 CC0271
 CC0271.The geoid height was determined by GEOID03.
 CC0271
 CC0271.The dynamic height is computed by dividing the NAVD 88
 CC0271.geopotential number by the normal gravity value computed on the
 CC0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0271.degrees latitude (g = 980.6199 gals.).
 CC0271
 CC0271.The modeled gravity was interpolated from observed gravity values.
 CC0271
 CC0271;                    North         East    Units  Estimated Accuracy
 CC0271;SPC TX C     - 3,207,380.      425,850.      MT  (+/- 180 meters Scaled)
 CC0271
 CC0271                          SUPERSEDED SURVEY CONTROL
 CC0271
 CC0271  NGVD 29 (??/??/92)  810.306  (m)         2658.48   (f) ADJ UNCH    1 2
 CC0271
 CC0271.Superseded values are not recommended for survey control.
 CC0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0271.See file dsdata.txt to determine how the superseded data were derived.
 CC0271
 CC0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ690869(NAD 83)
 CC0271_MARKER: DB = BENCH MARK DISK
 CC0271_SETTING: 66 = SET IN ROCK OUTCROP
 CC0271_SP_SET: LEDGE
 CC0271_STAMPING: D 1065 1956
 CC0271_MARK LOGO: CGS   
 CC0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0271+STABILITY: POSITION/ELEVATION WELL
 CC0271
 CC0271  HISTORY     - Date     Condition        Report By
 CC0271  HISTORY     - 1956     MONUMENTED       CGS
 CC0271  HISTORY     - 1981     GOOD             NGS
 CC0271
 CC0271                          STATION DESCRIPTION
 CC0271
 CC0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0271'5.7 MI SW FROM PYOTE.
 CC0271'5.7 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0271'STATION AT PYOTE, 34.7 FEET NORTH OF THE 13TH POLE NORTHEAST OF
 CC0271'MILEPOST 630, 5.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 87 FEET
 CC0271'SOUTHWEST OF THE NORTHEAST END OF A CUT, 1 FOOT ABOVE THE TOP OF THE
 CC0271'RAILS, SET IN THE TOP OF A ROCK LEDGE.
 CC0271
 CC0271                          STATION RECOVERY (1981)
 CC0271
 CC0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0271'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0271'INTERSTATE HIGHWAY 17 IN PECOS, THENCE 29.5 KM (18.35 MI) NORTHEAST
 CC0271'ALONG THE MISSOURI PACIFIC RAILROAD, IN TOP OF A ROCK LEDGE, 0.6
 CC0271'KM (0.35 MI) NORTHEAST OF MILE POST 630, 38.1 METERS (125.0 FT)
 CC0271'NORTH AND ACROSS U.S. HIGHWAY 80 FROM MILE POST 60, 26.5 METERS
 CC0271'(87.0 FT) SOUTHWEST OF THE NORTHEAST END OF A CUT, AND 1.8 METERS
 CC0271'(6.0 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0271'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 CC0271'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0515 ***********************************************************************
 CC0515  DESIGNATION -  D 1066
 CC0515  PID         -  CC0515
 CC0515  STATE/COUNTY-  TX/REEVES
 CC0515  USGS QUAD   -  SAND LAKE (1981)
 CC0515
 CC0515                         *CURRENT SURVEY CONTROL
 CC0515  ___________________________________________________________________
 CC0515* NAD 83(1986)-  31 36 42.     (N)    103 32 24.     (W)     SCALED    
 CC0515* NAVD 88     -       803.640  (meters)    2636.61   (feet)  ADJUSTED  
 CC0515  ___________________________________________________________________
 CC0515  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 CC0515  DYNAMIC HT  -         802.464 (meters)    2632.75  (feet)  COMP
 CC0515  MODELED GRAV-     979,150.4   (mgal)                       NAVD 88
 CC0515
 CC0515  VERT ORDER  -  FIRST     CLASS II
 CC0515
 CC0515.The horizontal coordinates were scaled from a topographic map and have
 CC0515.an estimated accuracy of +/- 6 seconds.
 CC0515
 CC0515.The orthometric height was determined by differential leveling
 CC0515.and adjusted by the National Geodetic Survey in June 1991..
 CC0515
 CC0515.The geoid height was determined by GEOID03.
 CC0515
 CC0515.The dynamic height is computed by dividing the NAVD 88
 CC0515.geopotential number by the normal gravity value computed on the
 CC0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0515.degrees latitude (g = 980.6199 gals.).
 CC0515
 CC0515.The modeled gravity was interpolated from observed gravity values.
 CC0515
 CC0515;                    North         East    Units  Estimated Accuracy
 CC0515;SPC TX C     - 3,220,000.      395,780.      MT  (+/- 180 meters Scaled)
 CC0515
 CC0515                          SUPERSEDED SURVEY CONTROL
 CC0515
 CC0515  NGVD 29 (??/??/92)  803.287  (m)         2635.45   (f) ADJ UNCH    1 2
 CC0515
 CC0515.Superseded values are not recommended for survey control.
 CC0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0515.See file dsdata.txt to determine how the superseded data were derived.
 CC0515
 CC0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ384983(NAD 83)
 CC0515_MARKER: DB = BENCH MARK DISK
 CC0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0515_SP_SET: CULVERT
 CC0515_STAMPING: D 1066 1956
 CC0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0515
 CC0515  HISTORY     - Date     Condition        Report By
 CC0515  HISTORY     - 1956     MONUMENTED       CGS
 CC0515  HISTORY     - 1981     GOOD             NGS
 CC0515
 CC0515                          STATION DESCRIPTION
 CC0515
 CC0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0515'13.3 MI N FROM PECOS.
 CC0515'13.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0515'STATION AT PECOS, 3 1/2 POLES SOUTHEAST OF MILEPOST 258, 6.3 FEET
 CC0515'SOUTHWEST OF THE SOUTHWEST RAIL, 6.8 FEET NORTH OF A WITNESS POST, 2
 CC0515'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END
 CC0515'OF THE SOUTHWEST CONCRETE HEADWALL OF A STEEL PIPE CULVERT.
 CC0515
 CC0515                          STATION RECOVERY (1981)
 CC0515
 CC0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0515'21.1 KM (13.1 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0515'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0515'PECOS, 0.6 KM (0.4 MI) NORTHWEST OF A GRAVEL ROAD CROSSING, 0.2 KM
 CC0515'(0.15 MI) SOUTHEAST OF MILE POST 258, IN THE TOP OF AND 0.6 METER
 CC0515'(2.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
 CC0515'OF A CONCRETE PIPE CULVERT UNDER THE TRACKS, AND 1.9 METERS (6.3 FT)
 CC0515'SOUTHWEST OF THE NEAR RAIL.
 CC0515'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0494 ***********************************************************************
 CD0494  DESIGNATION -  D 1067
 CD0494  PID         -  CD0494
 CD0494  STATE/COUNTY-  TX/HUDSPETH
 CD0494  USGS QUAD   -  PIERCE RANCH (1979)
 CD0494
 CD0494                         *CURRENT SURVEY CONTROL
 CD0494  ___________________________________________________________________
 CD0494* NAD 83(1986)-  31 15 02.     (N)    105 19 21.     (W)     SCALED    
 CD0494* NAVD 88     -      1382.449  (meters)    4535.58   (feet)  ADJUSTED  
 CD0494  ___________________________________________________________________
 CD0494  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CD0494  DYNAMIC HT  -        1380.252 (meters)    4528.38  (feet)  COMP
 CD0494  MODELED GRAV-     979,002.2   (mgal)                       NAVD 88
 CD0494
 CD0494  VERT ORDER  -  FIRST     CLASS II
 CD0494
 CD0494.The horizontal coordinates were scaled from a topographic map and have
 CD0494.an estimated accuracy of +/- 6 seconds.
 CD0494
 CD0494.The orthometric height was determined by differential leveling
 CD0494.and adjusted by the National Geodetic Survey in June 1991..
 CD0494
 CD0494.The geoid height was determined by GEOID03.
 CD0494
 CD0494.The dynamic height is computed by dividing the NAVD 88
 CD0494.geopotential number by the normal gravity value computed on the
 CD0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0494.degrees latitude (g = 980.6199 gals.).
 CD0494
 CD0494.The modeled gravity was interpolated from observed gravity values.
 CD0494
 CD0494;                    North         East    Units  Estimated Accuracy
 CD0494;SPC TX C     - 3,186,240.      224,980.      MT  (+/- 180 meters Scaled)
 CD0494
 CD0494                          SUPERSEDED SURVEY CONTROL
 CD0494
 CD0494  NGVD 29 (??/??/92) 1381.853  (m)         4533.63   (f) ADJ UNCH    1 2
 CD0494
 CD0494.Superseded values are not recommended for survey control.
 CD0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0494.See file dsdata.txt to determine how the superseded data were derived.
 CD0494
 CD0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ692574(NAD 83)
 CD0494_MARKER: DB = BENCH MARK DISK
 CD0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0494_STAMPING: D 1067 1956
 CD0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0494+STABILITY: SURFACE MOTION
 CD0494
 CD0494  HISTORY     - Date     Condition        Report By
 CD0494  HISTORY     - 1956     MONUMENTED       CGS
 CD0494  HISTORY     - 1958     GOOD             NGS
 CD0494  HISTORY     - 1976     GOOD             USGS
 CD0494
 CD0494                          STATION DESCRIPTION
 CD0494
 CD0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0494'6.9 MI N FROM SIERRA BLANCA.
 CD0494'ABOUT 6.3 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND PACIFIC
 CD0494'RAILROAD STATION AT SIERRA BLANCA, THENCE 0.6 MILE EAST ALONG A ROAD
 CD0494'TO THE STEILER RANCH AIRFIELD, 75 FEET NORTH OF THE CENTER LINE OF THE
 CD0494'ROAD, 16 1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HANGAR, AND IN
 CD0494'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CD0494
 CD0494                          STATION RECOVERY (1976)
 CD0494
 CD0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0494'ABOUT 6.3 MI. NORTH ALONG RANCH ROAD 1111 FROM THE RAILROAD STATION
 CD0494'AT SIERRA BLANCA, THENCE 0.6 MI. EAST ALONG ROAD TO MILE HIGH
 CD0494'COMMUNITY AIRPORT, AT THE OLD STEILER RANCH AIRFIELD, 320 FT. SW. OF
 CD0494'THE C/L ROAD AT THE C/L N-S RUNWAY, 124 FT. NE OF A WOODEN GATE, 105
 CD0494'FT. NNW. OF A POWER POLE, AND IN THE TOP OF A CONCRETE POST
 CD0494'PROJECTING 0.5 FT. (NOTE-- THE POST IS CHIPPED, BUT THE DISK IS STILL
 CD0494'SOLID AND IN GOOD CONDITION.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0373 ***********************************************************************
 CC0373  DESIGNATION -  D 1068
 CC0373  PID         -  CC0373
 CC0373  STATE/COUNTY-  TX/REEVES
 CC0373  USGS QUAD   -  GOZAR (1970)
 CC0373
 CC0373                         *CURRENT SURVEY CONTROL
 CC0373  ___________________________________________________________________
 CC0373* NAD 83(1986)-  31 10 40.     (N)    103 59 17.     (W)     SCALED    
 CC0373* NAVD 88     -      1059.287  (meters)    3475.34   (feet)  ADJUSTED  
 CC0373  ___________________________________________________________________
 CC0373  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CC0373  DYNAMIC HT  -        1057.704 (meters)    3470.15  (feet)  COMP
 CC0373  MODELED GRAV-     979,109.8   (mgal)                       NAVD 88
 CC0373
 CC0373  VERT ORDER  -  FIRST     CLASS II
 CC0373
 CC0373.The horizontal coordinates were scaled from a topographic map and have
 CC0373.an estimated accuracy of +/- 6 seconds.
 CC0373
 CC0373.The orthometric height was determined by differential leveling
 CC0373.and adjusted by the National Geodetic Survey in June 1991..
 CC0373
 CC0373.The geoid height was determined by GEOID03.
 CC0373
 CC0373.The dynamic height is computed by dividing the NAVD 88
 CC0373.geopotential number by the normal gravity value computed on the
 CC0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0373.degrees latitude (g = 980.6199 gals.).
 CC0373
 CC0373.The modeled gravity was interpolated from observed gravity values.
 CC0373
 CC0373;                    North         East    Units  Estimated Accuracy
 CC0373;SPC TX C     - 3,173,240.      351,710.      MT  (+/- 180 meters Scaled)
 CC0373
 CC0373                          SUPERSEDED SURVEY CONTROL
 CC0373
 CC0373  NGVD 29 (??/??/92) 1058.893  (m)         3474.05   (f) ADJ UNCH    1 2
 CC0373
 CC0373.Superseded values are not recommended for survey control.
 CC0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0373.See file dsdata.txt to determine how the superseded data were derived.
 CC0373
 CC0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ964497(NAD 83)
 CC0373_MARKER: DB = BENCH MARK DISK
 CC0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0373_STAMPING: D 1068 1956
 CC0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0373+STABILITY: SURFACE MOTION
 CC0373
 CC0373  HISTORY     - Date     Condition        Report By
 CC0373  HISTORY     - 1956     MONUMENTED       CGS
 CC0373
 CC0373                          STATION DESCRIPTION
 CC0373
 CC0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0373'4.5 MI SW FROM GOZAR.
 CC0373'4.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0373'SECTION FOREMANS HOUSE AT GOZAR, 17 FEET SOUTHWEST OF MILEPOST 681,
 CC0373'40.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN LINE WITH A ROW OF
 CC0373'TELEPHONE POLES, 26 FEET NORTHWEST OF THE CENTER LINE OF A LEVEE, 3
 CC0373'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CC0373'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0110 ***********************************************************************
 CD0110  DESIGNATION -  D 1069
 CD0110  PID         -  CD0110
 CD0110  STATE/COUNTY-  TX/CULBERSON
 CD0110  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0110
 CD0110                         *CURRENT SURVEY CONTROL
 CD0110  ___________________________________________________________________
 CD0110* NAD 83(1986)-  31 04 11.     (N)    104 17 35.     (W)     SCALED    
 CD0110* NAVD 88     -      1317.307  (meters)    4321.86   (feet)  ADJUSTED  
 CD0110  ___________________________________________________________________
 CD0110  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 CD0110  DYNAMIC HT  -        1315.251 (meters)    4315.12  (feet)  COMP
 CD0110  MODELED GRAV-     979,033.2   (mgal)                       NAVD 88
 CD0110
 CD0110  VERT ORDER  -  FIRST     CLASS II
 CD0110
 CD0110.The horizontal coordinates were scaled from a topographic map and have
 CD0110.an estimated accuracy of +/- 6 seconds.
 CD0110
 CD0110.The orthometric height was determined by differential leveling
 CD0110.and adjusted by the National Geodetic Survey in June 1991..
 CD0110
 CD0110.The geoid height was determined by GEOID03.
 CD0110
 CD0110.The dynamic height is computed by dividing the NAVD 88
 CD0110.geopotential number by the normal gravity value computed on the
 CD0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0110.degrees latitude (g = 980.6199 gals.).
 CD0110
 CD0110.The modeled gravity was interpolated from observed gravity values.
 CD0110
 CD0110;                    North         East    Units  Estimated Accuracy
 CD0110;SPC TX C     - 3,162,260.      322,230.      MT  (+/- 180 meters Scaled)
 CD0110
 CD0110                          SUPERSEDED SURVEY CONTROL
 CD0110
 CD0110  NGVD 29 (??/??/92) 1316.796  (m)         4320.19   (f) ADJ UNCH    1 2
 CD0110
 CD0110.Superseded values are not recommended for survey control.
 CD0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0110.See file dsdata.txt to determine how the superseded data were derived.
 CD0110
 CD0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ674375(NAD 83)
 CD0110_MARKER: DB = BENCH MARK DISK
 CD0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0110_SP_SET: CULVERT
 CD0110_STAMPING: D 1069 1956
 CD0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0110
 CD0110  HISTORY     - Date     Condition        Report By
 CD0110  HISTORY     - 1956     MONUMENTED       CGS
 CD0110
 CD0110                          STATION DESCRIPTION
 CD0110
 CD0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0110'4.6 MI W FROM KENT.
 CD0110'4.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0110'AT KENT, 72 FEET NORTHWEST OF THE 2ND POLE WEST OF MILEPOST 703, 8.5
 CD0110'FEET SOUTH OF THE SOUTH RAIL, 2.5 FEET BELOW THE TOP OF THE RAILS, 1.0
 CD0110'MILE EAST OF BENCH MARK E 1069, SET IN THE TOP OF THE WEST END OF THE
 CD0110'SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0184 ***********************************************************************
 CC0184  DESIGNATION -  D 107
 CC0184  PID         -  CC0184
 CC0184  STATE/COUNTY-  TX/PECOS
 CC0184  USGS QUAD   -  DIAMOND Y SPRING (1974)
 CC0184
 CC0184                         *CURRENT SURVEY CONTROL
 CC0184  ___________________________________________________________________
 CC0184* NAD 83(1986)-  31 03 13.     (N)    102 53 22.     (W)     SCALED    
 CC0184* NAVD 88     -       826.625  (meters)    2712.02   (feet)  ADJUSTED  
 CC0184  ___________________________________________________________________
 CC0184  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CC0184  DYNAMIC HT  -         825.405 (meters)    2708.02  (feet)  COMP
 CC0184  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 CC0184
 CC0184  VERT ORDER  -  FIRST     CLASS II
 CC0184
 CC0184.The horizontal coordinates were scaled from a topographic map and have
 CC0184.an estimated accuracy of +/- 6 seconds.
 CC0184
 CC0184.The orthometric height was determined by differential leveling
 CC0184.and adjusted by the National Geodetic Survey in June 1991..
 CC0184
 CC0184.The geoid height was determined by GEOID03.
 CC0184
 CC0184.The dynamic height is computed by dividing the NAVD 88
 CC0184.geopotential number by the normal gravity value computed on the
 CC0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0184.degrees latitude (g = 980.6199 gals.).
 CC0184
 CC0184.The modeled gravity was interpolated from observed gravity values.
 CC0184
 CC0184;                    North         East    Units  Estimated Accuracy
 CC0184;SPC TX C     - 3,156,550.      456,070.      MT  (+/- 180 meters Scaled)
 CC0184
 CC0184                          SUPERSEDED SURVEY CONTROL
 CC0184
 CC0184  NGVD 29 (??/??/92)  826.318  (m)         2711.01   (f) ADJ UNCH    1 2
 CC0184
 CC0184.Superseded values are not recommended for survey control.
 CC0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0184.See file dsdata.txt to determine how the superseded data were derived.
 CC0184
 CC0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ013374(NAD 83)
 CC0184_MARKER: DB = BENCH MARK DISK
 CC0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0184_SP_SET: CULVERT
 CC0184_STAMPING: D 107 1933 2711.012
 CC0184_MARK LOGO: CGS   
 CC0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0184
 CC0184  HISTORY     - Date     Condition        Report By
 CC0184  HISTORY     - 1933     MONUMENTED       CGS
 CC0184  HISTORY     - 1958     GOOD             NGS
 CC0184  HISTORY     - 1981     GOOD             NGS
 CC0184
 CC0184                          STATION DESCRIPTION
 CC0184
 CC0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0184'10.4 MI N FROM FORT STOCKTON.
 CC0184'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAYS 290, 285 AND 67 FROM THE
 CC0184'PANHANDLE AND SANTA FE RAILROAD STATION AT FORT STOCKTON, THENCE 10.0
 CC0184'MILES NORTH ALONG STATE HIGHWAY 82, IN THE TOP OF A FLAT ROCK OUTCROP,
 CC0184'138 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2 MILE
 CC0184'NORTH OF THE JUNCTION OF A GRADED DIRT ROAD LEADING SOUTHWEST TO THE
 CC0184'HENRY WILBANKS RANCH.  114 YARDS NORTH OF A TEE FENCE CORNER, 217 FEET
 CC0184'SOUTHWEST OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A DOUBLE
 CC0184'PIPE CULVERT, 96 FEET SOUTHWEST OF A TELEPHONE POLE, 69 FEET WEST OF
 CC0184'THE WEST RIGHT OF WAY FENCE, 1 FOOT NORTHEAST OF A CAIRN, AND ABOUT 5
 CC0184'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 CC0184
 CC0184                          STATION RECOVERY (1981)
 CC0184
 CC0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0184'17.7 KM (11.0 MI) NORTH ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0184'WITH U. S. HIGHWAYS 290, 285 AND 67 IN FORT STOCKTON, 0.3 KM (0.2 MI)
 CC0184'NORTH OF A GRAVELED ROAD LEADING SOUTHWEST, 0.3 KM (0.2 MI) SOUTH OF
 CC0184'A DIRT ROAD LEADING WEST, IN THE CENTER OF AN 8 BY 50 FT EXPOSED
 CC0184'AREA OF OUTCROPPING BEDROCK, 104.2 METERS (342.0 FT) NORTH-NORTHWEST
 CC0184'OF A T-FENCE CORNER, 66.1 METERS (217.0 FT) SOUTH-SOUTHWEST OF THE
 CC0184'SOUTH END OF THE HEADWALL OF A CONCRETE CULVERT, 42.4 METERS (139.0
 CC0184'FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 21.0 METERS
 CC0184'(69.0 FT) WEST-SOUTHWEST OF A FENCE.
 CC0184'THE MARK IS 1.1 METERS  W FROM A WITNESS POST.
 CC0184'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0210 ***********************************************************************
 CD0210  DESIGNATION -  D 1070
 CD0210  PID         -  CD0210
 CD0210  STATE/COUNTY-  TX/CULBERSON
 CD0210  USGS QUAD   -  VAN HORN (1979)
 CD0210
 CD0210                         *CURRENT SURVEY CONTROL
 CD0210  ___________________________________________________________________
 CD0210* NAD 83(1986)-  31 02 22.     (N)    104 50 28.     (W)     SCALED    
 CD0210* NAVD 88     -      1240.256  (meters)    4069.07   (feet)  ADJUSTED  
 CD0210  ___________________________________________________________________
 CD0210  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0210  DYNAMIC HT  -        1238.300 (meters)    4062.66  (feet)  COMP
 CD0210  MODELED GRAV-     979,020.5   (mgal)                       NAVD 88
 CD0210
 CD0210  VERT ORDER  -  FIRST     CLASS II
 CD0210
 CD0210.The horizontal coordinates were scaled from a topographic map and have
 CD0210.an estimated accuracy of +/- 6 seconds.
 CD0210
 CD0210.The orthometric height was determined by differential leveling
 CD0210.and adjusted by the National Geodetic Survey in June 1991..
 CD0210
 CD0210.The geoid height was determined by GEOID03.
 CD0210
 CD0210.The dynamic height is computed by dividing the NAVD 88
 CD0210.geopotential number by the normal gravity value computed on the
 CD0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0210.degrees latitude (g = 980.6199 gals.).
 CD0210
 CD0210.The modeled gravity was interpolated from observed gravity values.
 CD0210
 CD0210;                    North         East    Units  Estimated Accuracy
 CD0210;SPC TX C     - 3,160,900.      269,830.      MT  (+/- 180 meters Scaled)
 CD0210
 CD0210                          SUPERSEDED SURVEY CONTROL
 CD0210
 CD0210  NGVD 29 (??/??/92) 1239.751  (m)         4067.42   (f) ADJ UNCH    1 2
 CD0210
 CD0210.Superseded values are not recommended for survey control.
 CD0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0210.See file dsdata.txt to determine how the superseded data were derived.
 CD0210
 CD0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ151339(NAD 83)
 CD0210_MARKER: DB = BENCH MARK DISK
 CD0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0210_STAMPING: D 1070 1956
 CD0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0210+STABILITY: SURFACE MOTION
 CD0210
 CD0210  HISTORY     - Date     Condition        Report By
 CD0210  HISTORY     - 1956     MONUMENTED       CGS
 CD0210  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0210
 CD0210                          STATION DESCRIPTION
 CD0210
 CD0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0210'0.5 MI W FROM VAN HORN.
 CD0210'0.5 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CD0210'VAN HORN, 2 1/2 POLES EAST OF MILEPOST 736, AT THE NORTHWEST CORNER OF
 CD0210'THE PROPERTY OF THE TAYLOR MOTEL, 64 FEET SOUTH OF THE SOUTH RAIL, 7
 CD0210'FEET NORTHWEST OF A POWER POLE, 3.8 FEET SOUTHEAST OF A FENCE CORNER,
 CD0210'1.8 FEET SOUTH OF A FENCE, 6 FEET BELOW THE TOP OF THE RAILS, SET IN
 CD0210'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CD0210
 CD0210                          STATION RECOVERY (1981)
 CD0210
 CD0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0221 ***********************************************************************
 CD0221  DESIGNATION -  D 1071
 CD0221  PID         -  CD0221
 CD0221  STATE/COUNTY-  TX/HUDSPETH
 CD0221  USGS QUAD   -  HACKETT PEAK (1964)
 CD0221
 CD0221                         *CURRENT SURVEY CONTROL
 CD0221  ___________________________________________________________________
 CD0221* NAD 83(1986)-  31 04 09.     (N)    104 58 09.     (W)     SCALED    
 CD0221* NAVD 88     -      1405.724  (meters)    4611.95   (feet)  ADJUSTED  
 CD0221  ___________________________________________________________________
 CD0221  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0221  DYNAMIC HT  -        1403.478 (meters)    4604.58  (feet)  COMP
 CD0221  MODELED GRAV-     978,994.0   (mgal)                       NAVD 88
 CD0221
 CD0221  VERT ORDER  -  FIRST     CLASS II
 CD0221
 CD0221.The horizontal coordinates were scaled from a topographic map and have
 CD0221.an estimated accuracy of +/- 6 seconds.
 CD0221
 CD0221.The orthometric height was determined by differential leveling
 CD0221.and adjusted by the National Geodetic Survey in June 1991..
 CD0221
 CD0221.The geoid height was determined by GEOID03.
 CD0221
 CD0221.The dynamic height is computed by dividing the NAVD 88
 CD0221.geopotential number by the normal gravity value computed on the
 CD0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0221.degrees latitude (g = 980.6199 gals.).
 CD0221
 CD0221.The modeled gravity was interpolated from observed gravity values.
 CD0221
 CD0221;                    North         East    Units  Estimated Accuracy
 CD0221;SPC TX C     - 3,164,690.      257,760.      MT  (+/- 180 meters Scaled)
 CD0221
 CD0221                          SUPERSEDED SURVEY CONTROL
 CD0221
 CD0221  NGVD 29 (??/??/92) 1405.150  (m)         4610.06   (f) ADJ UNCH    1 2
 CD0221
 CD0221.Superseded values are not recommended for survey control.
 CD0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0221.See file dsdata.txt to determine how the superseded data were derived.
 CD0221
 CD0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ029372(NAD 83)
 CD0221_MARKER: DB = BENCH MARK DISK
 CD0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0221_STAMPING: D 1071 1956
 CD0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0221+STABILITY: SURFACE MOTION
 CD0221
 CD0221  HISTORY     - Date     Condition        Report By
 CD0221  HISTORY     - 1956     MONUMENTED       CGS
 CD0221
 CD0221                          STATION DESCRIPTION
 CD0221
 CD0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0221'2.05 MI E FROM ALLAMORE.
 CD0221'2.05 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0221'FOREMANS HOUSE AT ALLAMORE, 0.4 MILE WEST OF THE GIFFORD HILL HOUSE
 CD0221'AND OFFICE, 413 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 283
 CD0221'FEET NORTH OF THE CENTER LINE OF OLD U.S. HIGHWAY 80, 54 FEET NORTH OF
 CD0221'THE CENTER LINE OF THE RUNWAY AT THE GIFFORD HILL AIRPORT, 8.5 FEET
 CD0221'SOUTH OF THE WIND SOCK, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP
 CD0221'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0572 ***********************************************************************
 CD0572  DESIGNATION -  D 1072
 CD0572  PID         -  CD0572
 CD0572  STATE/COUNTY-  TX/HUDSPETH
 CD0572  USGS QUAD   -  LASCA (1979)
 CD0572
 CD0572                         *CURRENT SURVEY CONTROL
 CD0572  ___________________________________________________________________
 CD0572* NAD 83(1986)-  31 12 59.     (N)    105 27 39.     (W)     SCALED    
 CD0572* NAVD 88     -      1386.869  (meters)    4550.09   (feet)  ADJUSTED  
 CD0572  ___________________________________________________________________
 CD0572  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CD0572  DYNAMIC HT  -        1384.653 (meters)    4542.82  (feet)  COMP
 CD0572  MODELED GRAV-     978,994.5   (mgal)                       NAVD 88
 CD0572
 CD0572  VERT ORDER  -  FIRST     CLASS II
 CD0572
 CD0572.The horizontal coordinates were scaled from a topographic map and have
 CD0572.an estimated accuracy of +/- 6 seconds.
 CD0572
 CD0572.The orthometric height was determined by differential leveling
 CD0572.and adjusted by the National Geodetic Survey in June 1991..
 CD0572
 CD0572.The geoid height was determined by GEOID03.
 CD0572
 CD0572.The dynamic height is computed by dividing the NAVD 88
 CD0572.geopotential number by the normal gravity value computed on the
 CD0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0572.degrees latitude (g = 980.6199 gals.).
 CD0572
 CD0572.The modeled gravity was interpolated from observed gravity values.
 CD0572
 CD0572;                    North         East    Units  Estimated Accuracy
 CD0572;SPC TX C     - 3,183,050.      211,640.      MT  (+/- 180 meters Scaled)
 CD0572
 CD0572                          SUPERSEDED SURVEY CONTROL
 CD0572
 CD0572  NGVD 29 (??/??/92) 1386.274  (m)         4548.13   (f) ADJ UNCH    1 2
 CD0572
 CD0572.Superseded values are not recommended for survey control.
 CD0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0572.See file dsdata.txt to determine how the superseded data were derived.
 CD0572
 CD0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ561536(NAD 83)
 CD0572_MARKER: DB = BENCH MARK DISK
 CD0572_SETTING: 66 = SET IN ROCK OUTCROP
 CD0572_SP_SET: OUTCROP
 CD0572_STAMPING: D 1072 1956
 CD0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0572+STABILITY: POSITION/ELEVATION WELL
 CD0572
 CD0572  HISTORY     - Date     Condition        Report By
 CD0572  HISTORY     - 1956     MONUMENTED       CGS
 CD0572  HISTORY     - 1964     MARK NOT FOUND   NGS
 CD0572
 CD0572                          STATION DESCRIPTION
 CD0572
 CD0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0572'6.9 MI W FROM SIERRA BLANCA.
 CD0572'6.9 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0572'STATION AT SIERRA BLANCA, 96 FEET NORTHEAST OF THE 4TH POLE SOUTHEAST
 CD0572'OF MILEPOST 744, 20 FEET NORTHEAST OF THE NORTHEAST RAIL, 0.2 MILE
 CD0572'NORTHWEST OF A PRIVATE ROAD CROSSING, 3.0 FEET ABOVE THE GROUND, SET
 CD0572'IN THE TOP OF A ROCK OUTCROP.  NOTE-- ROAD WORK IN AREA.
 CD0572
 CD0572                          STATION RECOVERY (1964)
 CD0572
 CD0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 CD0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0013 ***********************************************************************
 CE0013  DESIGNATION -  D 1073
 CE0013  PID         -  CE0013
 CE0013  STATE/COUNTY-  TX/EL PASO
 CE0013  USGS QUAD   -  CLINT (1995)
 CE0013
 CE0013                         *CURRENT SURVEY CONTROL
 CE0013  ___________________________________________________________________
 CE0013* NAD 83(1986)-  31 33 06.     (N)    106 11 33.     (W)     SCALED    
 CE0013* NAVD 88     -      1105.963  (meters)    3628.48   (feet)  ADJUSTED  
 CE0013  ___________________________________________________________________
 CE0013  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0013  DYNAMIC HT  -        1104.267 (meters)    3622.92  (feet)  COMP
 CE0013  MODELED GRAV-     979,069.5   (mgal)                       NAVD 88
 CE0013
 CE0013  VERT ORDER  -  FIRST     CLASS II
 CE0013
 CE0013.The horizontal coordinates were scaled from a topographic map and have
 CE0013.an estimated accuracy of +/- 6 seconds.
 CE0013
 CE0013.The orthometric height was determined by differential leveling
 CE0013.and adjusted by the National Geodetic Survey in June 1991..
 CE0013
 CE0013.The geoid height was determined by GEOID03.
 CE0013
 CE0013.The dynamic height is computed by dividing the NAVD 88
 CE0013.geopotential number by the normal gravity value computed on the
 CE0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0013.degrees latitude (g = 980.6199 gals.).
 CE0013
 CE0013.The modeled gravity was interpolated from observed gravity values.
 CE0013
 CE0013;                    North         East    Units  Estimated Accuracy
 CE0013;SPC TX C     - 3,223,610.      143,970.      MT  (+/- 180 meters Scaled)
 CE0013
 CE0013                          SUPERSEDED SURVEY CONTROL
 CE0013
 CE0013  NGVD 29 (??/??/92) 1105.418  (m)         3626.69   (f) ADJ UNCH    1 2
 CE0013
 CE0013.Superseded values are not recommended for survey control.
 CE0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0013.See file dsdata.txt to determine how the superseded data were derived.
 CE0013
 CE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ868913(NAD 83)
 CE0013_MARKER: DB = BENCH MARK DISK
 CE0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0013_SP_SET: CULVERT
 CE0013_STAMPING: D 1073 1956
 CE0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0013
 CE0013  HISTORY     - Date     Condition        Report By
 CE0013  HISTORY     - 1956     MONUMENTED       CGS
 CE0013
 CE0013                          STATION DESCRIPTION
 CE0013
 CE0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0013'3.3 MI SE FROM CLINT.
 CE0013'3.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0013'STATION AT CLINT, 99.5 FEET EAST OF MILEPOST 804, 39 FEET NORTHEAST OF
 CE0013'THE NORTHEAST RAIL, 0.7 MILE NORTHWEST OF BENCH MARK E 1073, SET IN
 CE0013'THE TOP OF THE CONCRETE RETAINING WALL OF AN IRRIGATION SIPHON UNDER
 CE0013'THE RAILROAD, 2.6 FEET NORTHWEST OF THE CENTER OF A STEEL FLOOD GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0642 ***********************************************************************
 CD0642  DESIGNATION -  D 1074
 CD0642  PID         -  CD0642
 CD0642  STATE/COUNTY-  TX/HUDSPETH
 CD0642  USGS QUAD   -  FORT HANCOCK (1972)
 CD0642
 CD0642                         *CURRENT SURVEY CONTROL
 CD0642  ___________________________________________________________________
 CD0642* NAD 83(1986)-  31 16 32.     (N)    105 48 27.     (W)     SCALED    
 CD0642* NAVD 88     -      1096.572  (meters)    3597.67   (feet)  ADJUSTED  
 CD0642  ___________________________________________________________________
 CD0642  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CD0642  DYNAMIC HT  -        1094.853 (meters)    3592.03  (feet)  COMP
 CD0642  MODELED GRAV-     979,036.7   (mgal)                       NAVD 88
 CD0642
 CD0642  VERT ORDER  -  FIRST     CLASS II
 CD0642
 CD0642.The horizontal coordinates were scaled from a topographic map and have
 CD0642.an estimated accuracy of +/- 6 seconds.
 CD0642
 CD0642.The orthometric height was determined by differential leveling
 CD0642.and adjusted by the National Geodetic Survey in June 1991..
 CD0642
 CD0642.The geoid height was determined by GEOID03.
 CD0642
 CD0642.The dynamic height is computed by dividing the NAVD 88
 CD0642.geopotential number by the normal gravity value computed on the
 CD0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0642.degrees latitude (g = 980.6199 gals.).
 CD0642
 CD0642.The modeled gravity was interpolated from observed gravity values.
 CD0642
 CD0642;                    North         East    Units  Estimated Accuracy
 CD0642;SPC TX C     - 3,191,180.      178,970.      MT  (+/- 180 meters Scaled)
 CD0642
 CD0642                          SUPERSEDED SURVEY CONTROL
 CD0642
 CD0642  NGVD 29 (??/??/92) 1095.996  (m)         3595.78   (f) ADJ UNCH    1 2
 CD0642
 CD0642.Superseded values are not recommended for survey control.
 CD0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0642.See file dsdata.txt to determine how the superseded data were derived.
 CD0642
 CD0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ231604(NAD 83)
 CD0642_MARKER: DB = BENCH MARK DISK
 CD0642_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0642_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0642_STAMPING: D 1074 1956
 CD0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0642
 CD0642  HISTORY     - Date     Condition        Report By
 CD0642  HISTORY     - 1956     MONUMENTED       CGS
 CD0642  HISTORY     - 1972     MARK NOT FOUND   USGS
 CD0642
 CD0642                          STATION DESCRIPTION
 CD0642
 CD0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0642'2.05 MI NW FROM MCNARY.
 CD0642'2.05 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0642'STATION AT MCNARY, 10.5 FEET NORTHWEST OF THE 8TH POLE NORTHWEST OF
 CD0642'MILEPOST 773, 42.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN LINE WITH
 CD0642'A ROW OF TELEPHONE POLES, 3.4 FEET NORTHEAST OF A FENCE, 1.3 FEET
 CD0642'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A 4 INCH CONCRETE PIPE
 CD0642'WHICH IS FILLED WITH CONCRETE AND PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0642
 CD0642                          STATION RECOVERY (1972)
 CD0642
 CD0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CD0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0834 ***********************************************************************
 AY0834  DESIGNATION -  D 1075
 AY0834  PID         -  AY0834
 AY0834  STATE/COUNTY-  TX/MEDINA
 AY0834  USGS QUAD   -  LYTLE (1982)
 AY0834
 AY0834                         *CURRENT SURVEY CONTROL
 AY0834  ___________________________________________________________________
 AY0834* NAD 83(1986)-  29 13 37.     (N)    098 48 31.     (W)     SCALED    
 AY0834* NAVD 88     -       221.515  (meters)     726.75   (feet)  ADJUSTED  
 AY0834  ___________________________________________________________________
 AY0834  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AY0834  DYNAMIC HT  -         221.197 (meters)     725.71  (feet)  COMP
 AY0834  MODELED GRAV-     979,203.9   (mgal)                       NAVD 88
 AY0834
 AY0834  VERT ORDER  -  FIRST     CLASS II
 AY0834
 AY0834.The horizontal coordinates were scaled from a topographic map and have
 AY0834.an estimated accuracy of +/- 6 seconds.
 AY0834
 AY0834.The orthometric height was determined by differential leveling
 AY0834.and adjusted by the National Geodetic Survey in June 1991..
 AY0834
 AY0834.The geoid height was determined by GEOID03.
 AY0834
 AY0834.The dynamic height is computed by dividing the NAVD 88
 AY0834.geopotential number by the normal gravity value computed on the
 AY0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0834.degrees latitude (g = 980.6199 gals.).
 AY0834
 AY0834.The modeled gravity was interpolated from observed gravity values.
 AY0834
 AY0834;                    North         East    Units  Estimated Accuracy
 AY0834;SPC TXSC     - 4,154,460.      618,610.      MT  (+/- 180 meters Scaled)
 AY0834
 AY0834                          SUPERSEDED SURVEY CONTROL
 AY0834
 AY0834  NGVD 29 (??/??/92)  221.394  (m)          726.36   (f) ADJ UNCH    1 2
 AY0834
 AY0834.Superseded values are not recommended for survey control.
 AY0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0834.See file dsdata.txt to determine how the superseded data were derived.
 AY0834
 AY0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT186331(NAD 83)
 AY0834_MARKER: DB = BENCH MARK DISK
 AY0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0834_STAMPING: D 1075 1956
 AY0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0834+STABILITY: SURFACE MOTION
 AY0834
 AY0834  HISTORY     - Date     Condition        Report By
 AY0834  HISTORY     - 1956     MONUMENTED       CGS
 AY0834  HISTORY     - 1957     GOOD             DOD
 AY0834  HISTORY     - 19970917 MARK NOT FOUND   USPSQD
 AY0834  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AY0834
 AY0834                          STATION DESCRIPTION
 AY0834
 AY0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0834'0.9 MI SW FROM LYTLE.
 AY0834'0.9 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AY0834'FROM THE STATION AT LYTLE, 0.4 MILE SOUTHWEST OF THE ATASCOSA AND
 AY0834'MEDINA COUNTY LINE, 4 1/2 POLES NORTHEAST OF MILEPOST 283, AT A ROAD
 AY0834'CROSSING, 62 FEET NORTHEAST OF A TELEPHONE POLE, 35 FEET NORTHWEST OF
 AY0834'THE NORTHWEST RAIL, 35 FEET NORTHEAST OF THE CENTER LINE OF A ROAD,
 AY0834'2.8 FEET SOUTHEAST OF A FENCE, 1.4 FEET SOUTHWEST OF A WITNESS POST,
 AY0834'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AY0834'GROUND.
 AY0834
 AY0834                          STATION RECOVERY (1957)
 AY0834
 AY0834'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0834'RECOVERED IN GOOD CONDITION.
 AY0834
 AY0834                          STATION RECOVERY (1997)
 AY0834
 AY0834'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0834'MARK NOT FOUND.
 AY0834
 AY0834                          STATION RECOVERY (2002)
 AY0834
 AY0834'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0171 ***********************************************************************
 AO0171  DESIGNATION -  D 1076
 AO0171  PID         -  AO0171
 AO0171  STATE/COUNTY-  TX/FRIO
 AO0171  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0171
 AO0171                         *CURRENT SURVEY CONTROL
 AO0171  ___________________________________________________________________
 AO0171* NAD 83(1986)-  28 56 40.     (N)    099 04 53.     (W)     SCALED    
 AO0171* NAVD 88     -       204.709  (meters)     671.62   (feet)  ADJUSTED  
 AO0171  ___________________________________________________________________
 AO0171  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AO0171  DYNAMIC HT  -         204.411 (meters)     670.64  (feet)  COMP
 AO0171  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AO0171
 AO0171  VERT ORDER  -  FIRST     CLASS II
 AO0171
 AO0171.The horizontal coordinates were scaled from a topographic map and have
 AO0171.an estimated accuracy of +/- 6 seconds.
 AO0171
 AO0171.The orthometric height was determined by differential leveling
 AO0171.and adjusted by the National Geodetic Survey in June 1991..
 AO0171
 AO0171.The geoid height was determined by GEOID03.
 AO0171
 AO0171.The dynamic height is computed by dividing the NAVD 88
 AO0171.geopotential number by the normal gravity value computed on the
 AO0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0171.degrees latitude (g = 980.6199 gals.).
 AO0171
 AO0171.The modeled gravity was interpolated from observed gravity values.
 AO0171
 AO0171;                    North         East    Units  Estimated Accuracy
 AO0171;SPC TXSC     - 4,123,140.      592,070.      MT  (+/- 180 meters Scaled)
 AO0171
 AO0171                          SUPERSEDED SURVEY CONTROL
 AO0171
 AO0171  NGVD 29 (??/??/92)  204.585  (m)          671.21   (f) ADJ UNCH    1 2
 AO0171
 AO0171.Superseded values are not recommended for survey control.
 AO0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0171.See file dsdata.txt to determine how the superseded data were derived.
 AO0171
 AO0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT920018(NAD 83)
 AO0171_MARKER: DB = BENCH MARK DISK
 AO0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0171_SP_SET: CULVERT
 AO0171_STAMPING: D 1076 1956
 AO0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0171+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 AO0171
 AO0171  HISTORY     - Date     Condition        Report By
 AO0171  HISTORY     - 1956     MONUMENTED       CGS
 AO0171  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AO0171  HISTORY     - 19980204 GOOD             USPSQD
 AO0171  HISTORY     - 20030523 GOOD             USPSQD
 AO0171
 AO0171                          STATION DESCRIPTION
 AO0171
 AO0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0171'3.75 MI N FROM PEARSALL.
 AO0171'3.75 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0171'FROM THE STATION AT PEARSALL, 2 POLES SOUTH OF MILEPOST 309, 65 FEET
 AO0171'WEST OF THE WEST RAIL, 208 FEET EAST OF THE CENTER LINE OF NEW U.S.
 AO0171'HIGHWAY 81, 11 FEET EAST OF THE CENTER LINE OF OLD U.S. HIGHWAY 81, 8
 AO0171'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE CENTER OF THE
 AO0171'EAST HEADWALL OF A CONCRETE CULVERT UNDER THE OLD HIGHWAY.
 AO0171
 AO0171                          STATION RECOVERY (1996)
 AO0171
 AO0171'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0171'MARK NOT FOUND.
 AO0171
 AO0171                          STATION RECOVERY (1998)
 AO0171
 AO0171'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0171'RECOVERED IN GOOD CONDITION.
 AO0171
 AO0171                          STATION RECOVERY (2003)
 AO0171
 AO0171'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0212 ***********************************************************************
 AO0212  DESIGNATION -  D 1077
 AO0212  PID         -  AO0212
 AO0212  STATE/COUNTY-  TX/LA SALLE
 AO0212  USGS QUAD   -  DILLEY (1974)
 AO0212
 AO0212                         *CURRENT SURVEY CONTROL
 AO0212  ___________________________________________________________________
 AO0212* NAD 83(1986)-  28 38 29.     (N)    099 10 40.     (W)     SCALED    
 AO0212* NAVD 88     -       166.771  (meters)     547.15   (feet)  ADJUSTED  
 AO0212  ___________________________________________________________________
 AO0212  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AO0212  DYNAMIC HT  -         166.523 (meters)     546.33  (feet)  COMP
 AO0212  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 AO0212
 AO0212  VERT ORDER  -  FIRST     CLASS II
 AO0212
 AO0212.The horizontal coordinates were scaled from a topographic map and have
 AO0212.an estimated accuracy of +/- 6 seconds.
 AO0212
 AO0212.The orthometric height was determined by differential leveling
 AO0212.and adjusted by the National Geodetic Survey in June 1991..
 AO0212.WARNING-Repeat measurements at this control monument indicate possible
 AO0212.vertical movement.
 AO0212
 AO0212.The geoid height was determined by GEOID03.
 AO0212
 AO0212.The dynamic height is computed by dividing the NAVD 88
 AO0212.geopotential number by the normal gravity value computed on the
 AO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0212.degrees latitude (g = 980.6199 gals.).
 AO0212
 AO0212.The modeled gravity was interpolated from observed gravity values.
 AO0212
 AO0212;                    North         East    Units  Estimated Accuracy
 AO0212;SPC TXSC     - 4,089,570.      582,620.      MT  (+/- 180 meters Scaled)
 AO0212
 AO0212                          SUPERSEDED SURVEY CONTROL
 AO0212
 AO0212  NGVD 29 (??/??/92)  166.645  (m)          546.73   (f) ADJ UNCH    1 2
 AO0212
 AO0212.Superseded values are not recommended for survey control.
 AO0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0212.See file dsdata.txt to determine how the superseded data were derived.
 AO0212
 AO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS826682(NAD 83)
 AO0212_MARKER: DB = BENCH MARK DISK
 AO0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0212_STAMPING: D 1077 1956
 AO0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0212+STABILITY: SURFACE MOTION
 AO0212
 AO0212  HISTORY     - Date     Condition        Report By
 AO0212  HISTORY     - 1956     MONUMENTED       CGS
 AO0212  HISTORY     - 1973     MARK NOT FOUND   USGS
 AO0212
 AO0212                          STATION DESCRIPTION
 AO0212
 AO0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0212'2.1 MI S FROM DILLEY.
 AO0212'2.1 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0212'FROM THE STATION AT DILLEY, 0.2 MILE SOUTH OF A ROAD CROSSING, 0.2
 AO0212'MILE SOUTH OF THE FRIO AND LA SALLE COUNTY LINE, 6 RAILS NORTH OF THE
 AO0212'NORTH END OF A SIDING, 63 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 AO0212'81, 34.5 FEET WEST OF THE WEST RAIL, 8.4 FEET EAST OF A TELEPHONE
 AO0212'POLE, 1.7 FEET WEST OF A WEST OF A WITNESS POST, SET IN THE TOP OF A
 AO0212'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0212
 AO0212                          STATION RECOVERY (1973)
 AO0212
 AO0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AO0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0270 ***********************************************************************
 AO0270  DESIGNATION -  D 1078
 AO0270  PID         -  AO0270
 AO0270  STATE/COUNTY-  TX/LA SALLE
 AO0270  USGS QUAD   -  ARTESIA WELLS (1982)
 AO0270
 AO0270                         *CURRENT SURVEY CONTROL
 AO0270  ___________________________________________________________________
 AO0270* NAD 83(1986)-  28 22 15.     (N)    099 15 56.     (W)     SCALED    
 AO0270* NAVD 88     -       148.708  (meters)     487.89   (feet)  ADJUSTED  
 AO0270  ___________________________________________________________________
 AO0270  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AO0270  DYNAMIC HT  -         148.483 (meters)     487.15  (feet)  COMP
 AO0270  MODELED GRAV-     979,130.9   (mgal)                       NAVD 88
 AO0270
 AO0270  VERT ORDER  -  FIRST     CLASS II
 AO0270
 AO0270.The horizontal coordinates were scaled from a topographic map and have
 AO0270.an estimated accuracy of +/- 6 seconds.
 AO0270
 AO0270.The orthometric height was determined by differential leveling
 AO0270.and adjusted by the National Geodetic Survey in June 1991..
 AO0270.WARNING-Repeat measurements at this control monument indicate possible
 AO0270.vertical movement.
 AO0270
 AO0270.The geoid height was determined by GEOID03.
 AO0270
 AO0270.The dynamic height is computed by dividing the NAVD 88
 AO0270.geopotential number by the normal gravity value computed on the
 AO0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0270.degrees latitude (g = 980.6199 gals.).
 AO0270
 AO0270.The modeled gravity was interpolated from observed gravity values.
 AO0270
 AO0270;                    North         East    Units  Estimated Accuracy
 AO0270;SPC TXSC     - 4,059,600.      573,970.      MT  (+/- 180 meters Scaled)
 AO0270
 AO0270                          SUPERSEDED SURVEY CONTROL
 AO0270
 AO0270  NGVD 29 (??/??/92)  148.587  (m)          487.49   (f) ADJ UNCH    1 2
 AO0270
 AO0270.Superseded values are not recommended for survey control.
 AO0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0270.See file dsdata.txt to determine how the superseded data were derived.
 AO0270
 AO0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS739383(NAD 83)
 AO0270_MARKER: DB = BENCH MARK DISK
 AO0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0270_STAMPING: D 1078 1956
 AO0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0270+STABILITY: SURFACE MOTION
 AO0270
 AO0270  HISTORY     - Date     Condition        Report By
 AO0270  HISTORY     - 1956     MONUMENTED       CGS
 AO0270  HISTORY     - 1976     MARK NOT FOUND   USGS
 AO0270  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 AO0270
 AO0270                          STATION DESCRIPTION
 AO0270
 AO0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0270'4.9 MI S FROM COTULLA.
 AO0270'4.9 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0270'FROM THE STATION AT COTULLA, 94 FEET NORTHWEST OF THE 6TH POLE SOUTH
 AO0270'OF MILEPOST 350, 48.5 FEET WEST OF THE WEST RAIL, 21 FEET EAST OF THE
 AO0270'CENTER LINE OF AN OLD ROAD, 1.8 FEET WEST OF A FENCE, 1.6 FEET NORTH
 AO0270'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AO0270'0.5 FOOT ABOVE THE GROUND.
 AO0270
 AO0270                          STATION RECOVERY (1976)
 AO0270
 AO0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0270'MARK NOT FOUND.
 AO0270
 AO0270                          STATION RECOVERY (1997)
 AO0270
 AO0270'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0299 ***********************************************************************
 AO0299  DESIGNATION -  D 1079
 AO0299  PID         -  AO0299
 AO0299  STATE/COUNTY-  TX/LA SALLE
 AO0299  USGS QUAD   -  ENCINAL (1982)
 AO0299
 AO0299                         *CURRENT SURVEY CONTROL
 AO0299  ___________________________________________________________________
 AO0299* NAD 83(1986)-  28 03 55.     (N)    099 20 50.     (W)     SCALED    
 AO0299* NAVD 88     -       160.451  (meters)     526.41   (feet)  ADJUSTED  
 AO0299  ___________________________________________________________________
 AO0299  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AO0299  DYNAMIC HT  -         160.204 (meters)     525.60  (feet)  COMP
 AO0299  MODELED GRAV-     979,105.3   (mgal)                       NAVD 88
 AO0299
 AO0299  VERT ORDER  -  FIRST     CLASS II
 AO0299
 AO0299.The horizontal coordinates were scaled from a topographic map and have
 AO0299.an estimated accuracy of +/- 6 seconds.
 AO0299
 AO0299.The orthometric height was determined by differential leveling
 AO0299.and adjusted by the National Geodetic Survey in June 1991..
 AO0299
 AO0299.The geoid height was determined by GEOID03.
 AO0299
 AO0299.The dynamic height is computed by dividing the NAVD 88
 AO0299.geopotential number by the normal gravity value computed on the
 AO0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0299.degrees latitude (g = 980.6199 gals.).
 AO0299
 AO0299.The modeled gravity was interpolated from observed gravity values.
 AO0299
 AO0299;                    North         East    Units  Estimated Accuracy
 AO0299;SPC TXSC     - 4,025,760.      565,860.      MT  (+/- 180 meters Scaled)
 AO0299
 AO0299                          SUPERSEDED SURVEY CONTROL
 AO0299
 AO0299  NGVD 29 (??/??/92)  160.332  (m)          526.02   (f) ADJ UNCH    1 2
 AO0299
 AO0299.Superseded values are not recommended for survey control.
 AO0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0299.See file dsdata.txt to determine how the superseded data were derived.
 AO0299
 AO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS658044(NAD 83)
 AO0299_MARKER: DB = BENCH MARK DISK
 AO0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0299_STAMPING: D 1079 1956
 AO0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0299+STABILITY: SURFACE MOTION
 AO0299
 AO0299  HISTORY     - Date     Condition        Report By
 AO0299  HISTORY     - 1956     MONUMENTED       CGS
 AO0299  HISTORY     - 1976     MARK NOT FOUND   USGS
 AO0299
 AO0299                          STATION DESCRIPTION
 AO0299
 AO0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0299'1.7 MI N FROM ENCINAL.
 AO0299'1.7 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0299'FROM THE STATION AT ENCINAL, 69 FEET WEST OF THE CENTER LINE OF U.S.
 AO0299'HIGHWAY 81, 35.6 FEET EAST OF THE EAST RAIL, 19.6 FEET NORTH OF
 AO0299'MILEPOST 372, IN LINE WITH A ROW OF TELEPHONE POLES, 1.5 FEET WEST OF
 AO0299'A WITNESS POST, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 AO0299'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0299
 AO0299                          STATION RECOVERY (1976)
 AO0299
 AO0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0178 ***********************************************************************
 BP0178  DESIGNATION -  D 108
 BP0178  PID         -  BP0178
 BP0178  STATE/COUNTY-  TX/PECOS
 BP0178  USGS QUAD   -  ROCK HOUSE DRAW NW (1980)
 BP0178
 BP0178                         *CURRENT SURVEY CONTROL
 BP0178  ___________________________________________________________________
 BP0178* NAD 83(1986)-  30 42 14.     (N)    102 43 17.     (W)     SCALED    
 BP0178* NAVD 88     -      1014.057  (meters)    3326.95   (feet)  ADJUSTED  
 BP0178  ___________________________________________________________________
 BP0178  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BP0178  DYNAMIC HT  -        1012.476 (meters)    3321.76  (feet)  COMP
 BP0178  MODELED GRAV-     979,047.9   (mgal)                       NAVD 88
 BP0178
 BP0178  VERT ORDER  -  FIRST     CLASS II
 BP0178
 BP0178.The horizontal coordinates were scaled from a topographic map and have
 BP0178.an estimated accuracy of +/- 6 seconds.
 BP0178
 BP0178.The orthometric height was determined by differential leveling
 BP0178.and adjusted by the National Geodetic Survey in June 1991..
 BP0178
 BP0178.The geoid height was determined by GEOID03.
 BP0178
 BP0178.The dynamic height is computed by dividing the NAVD 88
 BP0178.geopotential number by the normal gravity value computed on the
 BP0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0178.degrees latitude (g = 980.6199 gals.).
 BP0178
 BP0178.The modeled gravity was interpolated from observed gravity values.
 BP0178
 BP0178;                    North         East    Units  Estimated Accuracy
 BP0178;SPC TX C     - 3,117,440.      471,270.      MT  (+/- 180 meters Scaled)
 BP0178
 BP0178                          SUPERSEDED SURVEY CONTROL
 BP0178
 BP0178  NGVD 29 (??/??/92) 1013.741  (m)         3325.92   (f) ADJ UNCH    1 2
 BP0178
 BP0178.Superseded values are not recommended for survey control.
 BP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0178.See file dsdata.txt to determine how the superseded data were derived.
 BP0178
 BP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP182990(NAD 83)
 BP0178_MARKER: DB = BENCH MARK DISK
 BP0178_SETTING: 66 = SET IN ROCK OUTCROP
 BP0178_SP_SET: ROCK OUTCROP
 BP0178_STAMPING: D 108 1933 3325.951
 BP0178_MARK LOGO: CGS   
 BP0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0178+STABILITY: POSITION/ELEVATION WELL
 BP0178
 BP0178  HISTORY     - Date     Condition        Report By
 BP0178  HISTORY     - 1933     MONUMENTED       CGS
 BP0178  HISTORY     - 1958     GOOD             NGS
 BP0178  HISTORY     - 1981     GOOD             NGS
 BP0178
 BP0178                          STATION DESCRIPTION
 BP0178
 BP0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0178'16.5 MI SE FROM FORT STOCKTON.
 BP0178'ABOUT 16.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 285 FROM THE PANHANDLE
 BP0178'AND SANTA FE RAILWAY STATION AT FORT STOCKTON, IN THE TOP OF A LARGE
 BP0178'FLAT ROCK OUTCROP, ABOUT 140 YARDS SOUTH OF A SMALL HIGHWAY CULVERT,
 BP0178'49 FEET SOUTHEAST OF THE 6TH TELEPHONE POLE SOUTHEAST OF THE CROSSING
 BP0178'OF THE LINE OVER THE NEW HIGHWAY, 37 FEET NORTHEAST OF THE CENTER LINE
 BP0178'OF THE OLD HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE OLD
 BP0178'HIGHWAY.
 BP0178
 BP0178                          STATION RECOVERY (1981)
 BP0178
 BP0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0178'25.1 KM (15.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0178'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 0.6 KM (0.35 MI)
 BP0178'SOUTHEAST OF A TELEPHONE LINE CROSSING THE HIGHWAY, IN A 20 BY 20 FT
 BP0178'EXPOSED AREA OF OUTCROPPING BEDROCK, 239.6 METERS (786.1 FT) SOUTHEAST
 BP0178'OF UTILITY POLE NUMBER 583, 161.2 METERS (528.9 FT)
 BP0178'FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 129.8 METERS
 BP0178'(425.9 FT) SOUTH-SOUTHWEST OF A FENCE, 14.6 METERS (47.9 FT) SOUTHEAST
 BP0178'OF A UTILITY POLE AND 11.3 METERS (37.0 FT) NORTHEAST OF THE CENTER
 BP0178'OF THE ROADBED OF THE OLD HIGHWAY.
 BP0178'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0605 ***********************************************************************
 AE0605  DESIGNATION -  D 1080
 AE0605  PID         -  AE0605
 AE0605  STATE/COUNTY-  TX/STARR
 AE0605  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0605
 AE0605                         *CURRENT SURVEY CONTROL
 AE0605  ___________________________________________________________________
 AE0605* NAD 83(1986)-  26 22 46.     (N)    098 48 23.     (W)     SCALED    
 AE0605* NAVD 88     -        50.716  (meters)     166.39   (feet)  ADJUSTED  
 AE0605  ___________________________________________________________________
 AE0605  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AE0605  DYNAMIC HT  -          50.632 (meters)     166.12  (feet)  COMP
 AE0605  MODELED GRAV-     978,999.2   (mgal)                       NAVD 88
 AE0605
 AE0605  VERT ORDER  -  FIRST     CLASS II
 AE0605
 AE0605.The horizontal coordinates were scaled from a topographic map and have
 AE0605.an estimated accuracy of +/- 6 seconds.
 AE0605
 AE0605.The orthometric height was determined by differential leveling
 AE0605.and adjusted by the National Geodetic Survey in June 1991..
 AE0605
 AE0605.The geoid height was determined by GEOID03.
 AE0605
 AE0605.The dynamic height is computed by dividing the NAVD 88
 AE0605.geopotential number by the normal gravity value computed on the
 AE0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0605.degrees latitude (g = 980.6199 gals.).
 AE0605
 AE0605.The modeled gravity was interpolated from observed gravity values.
 AE0605
 AE0605;                    North         East    Units  Estimated Accuracy
 AE0605;SPC TX S     - 5,079,010.      269,430.      MT  (+/- 180 meters Scaled)
 AE0605
 AE0605                          SUPERSEDED SURVEY CONTROL
 AE0605
 AE0605  NGVD 29 (??/??/92)   50.768  (m)          166.56   (f) ADJ UNCH    1 2
 AE0605
 AE0605.Superseded values are not recommended for survey control.
 AE0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0605.See file dsdata.txt to determine how the superseded data were derived.
 AE0605
 AE0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ193177(NAD 83)
 AE0605_MARKER: DB = BENCH MARK DISK
 AE0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0605_STAMPING: D 1080 1956
 AE0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0605+STABILITY: SURFACE MOTION
 AE0605
 AE0605  HISTORY     - Date     Condition        Report By
 AE0605  HISTORY     - 1956     MONUMENTED       CGS
 AE0605
 AE0605                          STATION DESCRIPTION
 AE0605
 AE0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0605'0.6 MI E FROM RIO GRANDE CITY.
 AE0605'0.6 MILE EAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO GRANDE
 AE0605'CITY, AT THE FARM SERVICE COMPANY AIRPORT, 3.8 FEET NORTHWEST OF THE
 AE0605'SOUTHWEST CORNER OF THE HANGAR, SET IN THE TOP OF A CONCRETE POST
 AE0605'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1015 ***********************************************************************
 AE1015  DESIGNATION -  D 1081
 AE1015  PID         -  AE1015
 AE1015  STATE/COUNTY-  TX/STARR
 AE1015  USGS QUAD   -  SALINENO (1980)
 AE1015
 AE1015                         *CURRENT SURVEY CONTROL
 AE1015  ___________________________________________________________________
 AE1015* NAD 83(1986)-  26 35 25.     (N)    099 05 25.     (W)     SCALED    
 AE1015* NAVD 88     -       128.206  (meters)     420.62   (feet)  ADJUSTED  
 AE1015  ___________________________________________________________________
 AE1015  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AE1015  DYNAMIC HT  -         127.996 (meters)     419.93  (feet)  COMP
 AE1015  MODELED GRAV-     979,008.7   (mgal)                       NAVD 88
 AE1015
 AE1015  VERT ORDER  -  FIRST     CLASS II
 AE1015
 AE1015.The horizontal coordinates were scaled from a topographic map and have
 AE1015.an estimated accuracy of +/- 6 seconds.
 AE1015
 AE1015.The orthometric height was determined by differential leveling
 AE1015.and adjusted by the National Geodetic Survey in June 1991..
 AE1015.WARNING-Repeat measurements at this control monument indicate possible
 AE1015.vertical movement.
 AE1015
 AE1015.The geoid height was determined by GEOID03.
 AE1015
 AE1015.The dynamic height is computed by dividing the NAVD 88
 AE1015.geopotential number by the normal gravity value computed on the
 AE1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1015.degrees latitude (g = 980.6199 gals.).
 AE1015
 AE1015.The modeled gravity was interpolated from observed gravity values.
 AE1015
 AE1015;                    North         East    Units  Estimated Accuracy
 AE1015;SPC TX S     - 5,102,470.      241,210.      MT  (+/- 180 meters Scaled)
 AE1015
 AE1015                          SUPERSEDED SURVEY CONTROL
 AE1015
 AE1015  NGVD 29 (??/??/92)  128.222  (m)          420.68   (f) ADJ UNCH    1 2
 AE1015
 AE1015.Superseded values are not recommended for survey control.
 AE1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1015.See file dsdata.txt to determine how the superseded data were derived.
 AE1015
 AE1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ910410(NAD 83)
 AE1015_MARKER: DB = BENCH MARK DISK
 AE1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1015_STAMPING: D 1081 1956
 AE1015_MARK LOGO: CGS   
 AE1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1015+STABILITY: SURFACE MOTION
 AE1015
 AE1015  HISTORY     - Date     Condition        Report By
 AE1015  HISTORY     - 1956     MONUMENTED       CGS
 AE1015  HISTORY     - 1981     GOOD             NGS
 AE1015
 AE1015                          STATION DESCRIPTION
 AE1015
 AE1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1015'3.0 MI NE FROM FALCON HIGHTS.
 AE1015'2.8 MILES NORTHEAST ALONG FARM ROAD 2098 FROM THE POST OFFICE AT
 AE1015'FALCON HIGHTS, THENCE 0.2 MILE NORTH ALONG U.S. HIGHWAY 83, 58 FEET
 AE1015'EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTH OF A POWER POLE,
 AE1015'1.8 FEET WEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE
 AE1015'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AE1015
 AE1015                          STATION RECOVERY (1981)
 AE1015
 AE1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0829 ***********************************************************************
 AJ0829  DESIGNATION -  D 1082
 AJ0829  PID         -  AJ0829
 AJ0829  STATE/COUNTY-  TX/ZAPATA
 AJ0829  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0829
 AJ0829                         *CURRENT SURVEY CONTROL
 AJ0829  ___________________________________________________________________
 AJ0829* NAD 83(1986)-  27 13 52.     (N)    099 25 06.     (W)     SCALED    
 AJ0829* NAVD 88     -       111.791  (meters)     366.77   (feet)  ADJUSTED  
 AJ0829  ___________________________________________________________________
 AJ0829  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AJ0829  DYNAMIC HT  -         111.612 (meters)     366.18  (feet)  COMP
 AJ0829  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 AJ0829
 AJ0829  VERT ORDER  -  FIRST     CLASS II
 AJ0829
 AJ0829.The horizontal coordinates were scaled from a topographic map and have
 AJ0829.an estimated accuracy of +/- 6 seconds.
 AJ0829
 AJ0829.The orthometric height was determined by differential leveling
 AJ0829.and adjusted by the National Geodetic Survey in June 1991..
 AJ0829
 AJ0829.The geoid height was determined by GEOID03.
 AJ0829
 AJ0829.The dynamic height is computed by dividing the NAVD 88
 AJ0829.geopotential number by the normal gravity value computed on the
 AJ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0829.degrees latitude (g = 980.6199 gals.).
 AJ0829
 AJ0829.The modeled gravity was interpolated from observed gravity values.
 AJ0829
 AJ0829;                    North         East    Units  Estimated Accuracy
 AJ0829;SPC TX S     - 5,173,660.      209,050.      MT  (+/- 180 meters Scaled)
 AJ0829
 AJ0829                          SUPERSEDED SURVEY CONTROL
 AJ0829
 AJ0829  NGVD 29 (??/??/92)  111.846  (m)          366.95   (f) ADJ UNCH    1 2
 AJ0829
 AJ0829.Superseded values are not recommended for survey control.
 AJ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0829.See file dsdata.txt to determine how the superseded data were derived.
 AJ0829
 AJ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR585121(NAD 83)
 AJ0829_MARKER: DB = BENCH MARK DISK
 AJ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0829_STAMPING: D 1082 1957
 AJ0829_MARK LOGO: CGS   
 AJ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0829+STABILITY: SURFACE MOTION
 AJ0829
 AJ0829  HISTORY     - Date     Condition        Report By
 AJ0829  HISTORY     - 1957     MONUMENTED       CGS
 AJ0829  HISTORY     - 1981     GOOD             NGS
 AJ0829  HISTORY     - 1988     GOOD             USPSQD
 AJ0829
 AJ0829                          STATION DESCRIPTION
 AJ0829
 AJ0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0829'13.1 MI N FROM SAN YGNACIO.
 AJ0829'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0829'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 12.7 MILES NORTH ALONG U.S.
 AJ0829'HIGHWAY 83, 56 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 AJ0829'NORTH OF THE CENTER LINE OF AN EAST AND WEST TRACK ROAD, 5.5 FEET EAST
 AJ0829'OF A TELEPHONE POLE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 AJ0829'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ0829
 AJ0829                          STATION RECOVERY (1981)
 AJ0829
 AJ0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0829'RECOVERED THIS DATE.  NOTE, 21.5 KM (13.3 MI) NORTH
 AJ0829'ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM ROAD 1369 IN SAN
 AJ0829'YGNACIO.
 AJ0829
 AJ0829                          STATION RECOVERY (1988)
 AJ0829
 AJ0829'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0735 ***********************************************************************
 AJ0735  DESIGNATION -  D 1083
 AJ0735  PID         -  AJ0735
 AJ0735  STATE/COUNTY-  TX/WEBB
 AJ0735  USGS QUAD   -  ORVIL (1980)
 AJ0735
 AJ0735                         *CURRENT SURVEY CONTROL
 AJ0735  ___________________________________________________________________
 AJ0735* NAD 83(1986)-  27 38 08.     (N)    099 29 12.     (W)     SCALED    
 AJ0735* NAVD 88     -       170.392  (meters)     559.03   (feet)  ADJUSTED  
 AJ0735  ___________________________________________________________________
 AJ0735  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AJ0735  DYNAMIC HT  -         170.125 (meters)     558.15  (feet)  COMP
 AJ0735  MODELED GRAV-     979,073.9   (mgal)                       NAVD 88
 AJ0735
 AJ0735  VERT ORDER  -  FIRST     CLASS II
 AJ0735
 AJ0735.The horizontal coordinates were scaled from a topographic map and have
 AJ0735.an estimated accuracy of +/- 6 seconds.
 AJ0735
 AJ0735.The orthometric height was determined by differential leveling
 AJ0735.and adjusted by the National Geodetic Survey in June 1991..
 AJ0735
 AJ0735.The geoid height was determined by GEOID03.
 AJ0735
 AJ0735.The dynamic height is computed by dividing the NAVD 88
 AJ0735.geopotential number by the normal gravity value computed on the
 AJ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0735.degrees latitude (g = 980.6199 gals.).
 AJ0735
 AJ0735.The modeled gravity was interpolated from observed gravity values.
 AJ0735
 AJ0735;                    North         East    Units  Estimated Accuracy
 AJ0735;SPC TX S     - 5,218,520.      202,630.      MT  (+/- 180 meters Scaled)
 AJ0735
 AJ0735                          SUPERSEDED SURVEY CONTROL
 AJ0735
 AJ0735  NGVD 29 (??/??/92)  170.362  (m)          558.93   (f) ADJ UNCH    1 2
 AJ0735
 AJ0735.Superseded values are not recommended for survey control.
 AJ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0735.See file dsdata.txt to determine how the superseded data were derived.
 AJ0735
 AJ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR519569(NAD 83)
 AJ0735_MARKER: DB = BENCH MARK DISK
 AJ0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0735_STAMPING: D 1083 1957
 AJ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0735+STABILITY: SURFACE MOTION
 AJ0735
 AJ0735  HISTORY     - Date     Condition        Report By
 AJ0735  HISTORY     - 1957     MONUMENTED       CGS
 AJ0735  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0735  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0735
 AJ0735                          STATION DESCRIPTION
 AJ0735
 AJ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0735'9.1 MI N FROM LAREDO.
 AJ0735'9.1 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0735'FROM THE STATION AT LAREDO, 1 POLE NORTH OF MILEPOST 403, AT ORVIL
 AJ0735'SIDING, 46 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 10 FEET EAST
 AJ0735'OF A TELEPHONE POLE, 1.5 FEET WEST OF A FENCE, 3 FEET SOUTH OF A
 AJ0735'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AJ0735'FOOT ABOVE THE GROUND.
 AJ0735
 AJ0735                          STATION RECOVERY (1981)
 AJ0735
 AJ0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0735'MARK NOT RECOVERED, A LARGE HOLE WAS FOUND IN AREA WHERE MEASUREMENT
 AJ0735'PINPOINTED.
 AJ0735
 AJ0735                          STATION RECOVERY (2002)
 AJ0735
 AJ0735'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0751 ***********************************************************************
 AJ0751  DESIGNATION -  D 1084
 AJ0751  PID         -  AJ0751
 AJ0751  STATE/COUNTY-  TX/WEBB
 AJ0751  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0751
 AJ0751                         *CURRENT SURVEY CONTROL
 AJ0751  ___________________________________________________________________
 AJ0751* NAD 83(1986)-  27 49 04.     (N)    099 27 54.     (W)     SCALED    
 AJ0751* NAVD 88     -       224.440  (meters)     736.35   (feet)  POSTED    
 AJ0751  ___________________________________________________________________
 AJ0751  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AJ0751  DYNAMIC HT  -         224.090 (meters)     735.20  (feet)  COMP
 AJ0751  MODELED GRAV-     979,077.4   (mgal)                       NAVD 88
 AJ0751
 AJ0751  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0751
 AJ0751.The horizontal coordinates were scaled from a topographic map and have
 AJ0751.an estimated accuracy of +/- 6 seconds.
 AJ0751
 AJ0751.The orthometric height was determined by differential leveling
 AJ0751.and adjusted by the National Geodetic Survey in 1992..
 AJ0751.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0751.rate of 1.1 thru 2.0 mm/km.
 AJ0751
 AJ0751.The geoid height was determined by GEOID03.
 AJ0751
 AJ0751.The dynamic height is computed by dividing the NAVD 88
 AJ0751.geopotential number by the normal gravity value computed on the
 AJ0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0751.degrees latitude (g = 980.6199 gals.).
 AJ0751
 AJ0751.The modeled gravity was interpolated from observed gravity values.
 AJ0751
 AJ0751;                    North         East    Units  Estimated Accuracy
 AJ0751;SPC TX S     - 5,238,700.      204,920.      MT  (+/- 180 meters Scaled)
 AJ0751
 AJ0751                          SUPERSEDED SURVEY CONTROL
 AJ0751
 AJ0751  NGVD 29 (??/??/92)  224.424  (m)          736.30   (f) ADJ UNCH    1 2
 AJ0751
 AJ0751.Superseded values are not recommended for survey control.
 AJ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0751.See file dsdata.txt to determine how the superseded data were derived.
 AJ0751
 AJ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR542771(NAD 83)
 AJ0751_MARKER: DB = BENCH MARK DISK
 AJ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0751_STAMPING: D 1084 1957
 AJ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0751+STABILITY: SURFACE MOTION
 AJ0751
 AJ0751  HISTORY     - Date     Condition        Report By
 AJ0751  HISTORY     - 1957     MONUMENTED       CGS
 AJ0751  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ0751  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0751
 AJ0751                          STATION DESCRIPTION
 AJ0751
 AJ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0751'4.0 MI NW FROM WEBB.
 AJ0751'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0751'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ0751'GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG U.S. HIGHWAY 83, 50 FEET
 AJ0751'WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTH OF A CONCRETE
 AJ0751'RIGHT OF WAY MARKER, 1.8 FEET EAST OF A FENCE, 2.4 FEET SOUTH OF A
 AJ0751'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AJ0751'FOOT ABOVE THE GROUND.
 AJ0751
 AJ0751                          STATION RECOVERY (1982)
 AJ0751
 AJ0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0751'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AJ0751
 AJ0751                          STATION RECOVERY (2002)
 AJ0751
 AJ0751'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0329 ***********************************************************************
 AO0329  DESIGNATION -  D 1085
 AO0329  PID         -  AO0329
 AO0329  STATE/COUNTY-  TX/LA SALLE
 AO0329  USGS QUAD   -  COTULLA (1974)
 AO0329
 AO0329                         *CURRENT SURVEY CONTROL
 AO0329  ___________________________________________________________________
 AO0329* NAD 83(1986)-  28 29 20.     (N)    099 08 35.     (W)     SCALED    
 AO0329* NAVD 88     -       166.327  (meters)     545.69   (feet)  ADJUSTED  
 AO0329  ___________________________________________________________________
 AO0329  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AO0329  DYNAMIC HT  -         166.079 (meters)     544.88  (feet)  COMP
 AO0329  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 AO0329
 AO0329  VERT ORDER  -  FIRST     CLASS II
 AO0329
 AO0329.The horizontal coordinates were scaled from a topographic map and have
 AO0329.an estimated accuracy of +/- 6 seconds.
 AO0329
 AO0329.The orthometric height was determined by differential leveling
 AO0329.and adjusted by the National Geodetic Survey in June 1991..
 AO0329
 AO0329.The geoid height was determined by GEOID03.
 AO0329
 AO0329.The dynamic height is computed by dividing the NAVD 88
 AO0329.geopotential number by the normal gravity value computed on the
 AO0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0329.degrees latitude (g = 980.6199 gals.).
 AO0329
 AO0329.The modeled gravity was interpolated from observed gravity values.
 AO0329
 AO0329;                    North         East    Units  Estimated Accuracy
 AO0329;SPC TXSC     - 4,072,660.      585,990.      MT  (+/- 180 meters Scaled)
 AO0329
 AO0329                          SUPERSEDED SURVEY CONTROL
 AO0329
 AO0329  NGVD 29 (??/??/92)  166.19   (m)          545.2    (f) COMPUTED    1 2
 AO0329
 AO0329.Superseded values are not recommended for survey control.
 AO0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0329.See file dsdata.txt to determine how the superseded data were derived.
 AO0329
 AO0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS859513(NAD 83)
 AO0329_MARKER: DB = BENCH MARK DISK
 AO0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0329_STAMPING: D 1085 1957
 AO0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0329+STABILITY: SURFACE MOTION
 AO0329
 AO0329  HISTORY     - Date     Condition        Report By
 AO0329  HISTORY     - 1957     MONUMENTED       CGS
 AO0329  HISTORY     - 1958     GOOD             NGS
 AO0329
 AO0329                          STATION DESCRIPTION
 AO0329
 AO0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0329'4.9 MI E FROM GARDENDALE.
 AO0329'4.9 MILES EAST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0329'THE STATION A GARDENDALE, 0.2 MILE WEST OF A ROAD CROSSING, 69 FEET
 AO0329'NORTHWEST OF THE 3RD POLE NORTHWEST OF MILEPOST 100, 20 FEET SOUTHWEST
 AO0329'OF THE SOUTHWEST RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 1.5 FEET
 AO0329'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0329'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0329
 AO0329                          STATION RECOVERY (1958)
 AO0329
 AO0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0421 ***********************************************************************
 AO0421  DESIGNATION -  D 1086 RESET 1963
 AO0421  PID         -  AO0421
 AO0421  STATE/COUNTY-  TX/DIMMIT
 AO0421  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0421
 AO0421                         *CURRENT SURVEY CONTROL
 AO0421  ___________________________________________________________________
 AO0421* NAD 83(1986)-  28 32 38.     (N)    099 53 12.     (W)     SCALED    
 AO0421* NAVD 88     -       193.650  (meters)     635.33   (feet)  ADJUSTED  
 AO0421  ___________________________________________________________________
 AO0421  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AO0421  DYNAMIC HT  -         193.360 (meters)     634.38  (feet)  COMP
 AO0421  MODELED GRAV-     979,142.4   (mgal)                       NAVD 88
 AO0421
 AO0421  VERT ORDER  -  FIRST     CLASS II
 AO0421
 AO0421.The horizontal coordinates were scaled from a topographic map and have
 AO0421.an estimated accuracy of +/- 6 seconds.
 AO0421
 AO0421.The orthometric height was determined by differential leveling
 AO0421.and adjusted by the National Geodetic Survey in June 1991..
 AO0421
 AO0421.The geoid height was determined by GEOID03.
 AO0421
 AO0421.The dynamic height is computed by dividing the NAVD 88
 AO0421.geopotential number by the normal gravity value computed on the
 AO0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0421.degrees latitude (g = 980.6199 gals.).
 AO0421
 AO0421.The modeled gravity was interpolated from observed gravity values.
 AO0421
 AO0421;                    North         East    Units  Estimated Accuracy
 AO0421;SPC TXSC     - 4,079,080.      513,230.      MT  (+/- 180 meters Scaled)
 AO0421
 AO0421                          SUPERSEDED SURVEY CONTROL
 AO0421
 AO0421  NGVD 29 (??/??/??)  193.56   (m)          635.0    (f) RESET       3  
 AO0421
 AO0421.Superseded values are not recommended for survey control.
 AO0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0421.See file dsdata.txt to determine how the superseded data were derived.
 AO0421
 AO0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS132577(NAD 83)
 AO0421_MARKER: DB = BENCH MARK DISK
 AO0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0421_STAMPING: D 1086 RESET 1963
 AO0421_MARK LOGO: CGS   
 AO0421_PROJECTION: FLUSH
 AO0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0421+STABILITY: SURFACE MOTION
 AO0421
 AO0421  HISTORY     - Date     Condition        Report By
 AO0421  HISTORY     - 1963     MONUMENTED       CGS
 AO0421  HISTORY     - 1982     GOOD             NGS
 AO0421  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 AO0421
 AO0421                          STATION DESCRIPTION
 AO0421
 AO0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AO0421'2.5 MI NW FROM CARRIZO SPRINGS.
 AO0421'ABOUT 2.5 MILES NORTHWEST ALONG U. S. HIGHWAY 277 FROM THE SAN ANTONIO
 AO0421'UVALDE AND GULF RAILROAD STATION IN CARRIZO SPRINGS, 89 FEET SOUTHWEST
 AO0421'OF THE CENTER LINE OF HIGHWAY, 68 FEET SOUTHEAST AND 89 FEET SOUTHWEST
 AO0421'OF THE CENTER OF A CULVERT, 15 FEET SOUTHWEST OF THE SOUTHWEST HIGHWAY
 AO0421'RIGHT-OF-WAY LINE, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST. AT
 AO0421'TEXAS HIGHWAY DEPARTMENT STATION 890 + 1.  A STANDARD DISK STAMPED D
 AO0421'1086 RESET 1963, SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 6
 AO0421'INCHES.
 AO0421
 AO0421                          STATION RECOVERY (1982)
 AO0421
 AO0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0421'1 BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0421'SPRINGS THENCE 3.6 KM (2.25 MI) NORTHWEST ALONG U.S. HIGHWAY 277
 AO0421'0.1 KM (0.05 MI) NORTHWEST FROM THE JUNCTION OF U.S. HIGHWAY 277 AND
 AO0421'LOOP 517, 31.3 METERS (103.0 FT) SOUTHWEST OF CENTERLINE OF THE
 AO0421'HIGHWAY, 30.1 METERS (99.0 FT) SOUTH OF CENTER OF HEADWALL OF CULVERT,
 AO0421'AND 4.5 METERS (15.0 FT) SOUTHWEST OF A FENCE.
 AO0421'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 AO0421'THE MARK IS 1.0 M BELOW HIGHWAY.
 AO0421
 AO0421                          STATION RECOVERY (1997)
 AO0421
 AO0421'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0071 ***********************************************************************
 AP0071  DESIGNATION -  D 1087 RESET 1961
 AP0071  PID         -  AP0071
 AP0071  STATE/COUNTY-  TX/MAVERICK
 AP0071  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0071
 AP0071                         *CURRENT SURVEY CONTROL
 AP0071  ___________________________________________________________________
 AP0071* NAD 83(1986)-  28 42 20.     (N)    100 26 43.     (W)     SCALED    
 AP0071* NAVD 88     -       242.316  (meters)     795.00   (feet)  ADJUSTED  
 AP0071  ___________________________________________________________________
 AP0071  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AP0071  DYNAMIC HT  -         241.955 (meters)     793.81  (feet)  COMP
 AP0071  MODELED GRAV-     979,145.8   (mgal)                       NAVD 88
 AP0071
 AP0071  VERT ORDER  -  FIRST     CLASS II
 AP0071
 AP0071.The horizontal coordinates were scaled from a topographic map and have
 AP0071.an estimated accuracy of +/- 6 seconds.
 AP0071
 AP0071.The orthometric height was determined by differential leveling
 AP0071.and adjusted by the National Geodetic Survey in June 1991..
 AP0071
 AP0071.The geoid height was determined by GEOID03.
 AP0071
 AP0071.The dynamic height is computed by dividing the NAVD 88
 AP0071.geopotential number by the normal gravity value computed on the
 AP0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0071.degrees latitude (g = 980.6199 gals.).
 AP0071
 AP0071.The modeled gravity was interpolated from observed gravity values.
 AP0071
 AP0071;                    North         East    Units  Estimated Accuracy
 AP0071;SPC TXSC     - 4,097,540.      458,790.      MT  (+/- 180 meters Scaled)
 AP0071
 AP0071                          SUPERSEDED SURVEY CONTROL
 AP0071
 AP0071  NGVD 29 (??/??/??)  242.09   (m)          794.3    (f) RESET       3  
 AP0071
 AP0071.Superseded values are not recommended for survey control.
 AP0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0071.See file dsdata.txt to determine how the superseded data were derived.
 AP0071
 AP0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS588762(NAD 83)
 AP0071_MARKER: DB = BENCH MARK DISK
 AP0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0071_STAMPING: D 1087 RESET 1961
 AP0071_MARK LOGO: CGS   
 AP0071_PROJECTION: FLUSH
 AP0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0071+STABILITY: SURFACE MOTION
 AP0071
 AP0071  HISTORY     - Date     Condition        Report By
 AP0071  HISTORY     - 1961     MONUMENTED       CGS
 AP0071  HISTORY     - 1982     GOOD             NGS
 AP0071
 AP0071                          STATION DESCRIPTION
 AP0071
 AP0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0071'3.3 MI E FROM EAGLE PASS.
 AP0071'ABOUT 3.3 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE T. AND N.O.
 AP0071'R.R. DEPOT IN EAGLE PASS, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 AP0071'LINE OF THE HIGHWAY AND A WITNESS SIGN, AND ABOUT 38 YARDS SOUTHWEST
 AP0071'OF THE CENTER OF A CONCRETE CULVERT.  A STANDARD DISK STAMPED D 1087
 AP0071'RESET 1961 IN A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
 AP0071
 AP0071                          STATION RECOVERY (1982)
 AP0071
 AP0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0071'5.7 KM (3.55 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0071'OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0071'STREET AND MADISON STREET, AT THE SOUTH RIGHT OF WAY FENCE, WEST OF A
 AP0071'SMALL CONCRETE CULVERT, 29.6 METERS (97.5 FT) WEST SOUTHWEST OF THE
 AP0071'CENTER OF THE SOUTH HEADWALL OF CONCRETE CULVERT, 23.4 METERS
 AP0071'(77.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 METER
 AP0071'(1.0 FT) SOUTH OF RIGHT OF WAY FENCE.
 AP0071'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 AP0071'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0386 ***********************************************************************
 AO0386  DESIGNATION -  D 1088
 AO0386  PID         -  AO0386
 AO0386  STATE/COUNTY-  TX/DIMMIT
 AO0386  USGS QUAD   -  MAC DONALD LAKE (1982)
 AO0386
 AO0386                         *CURRENT SURVEY CONTROL
 AO0386  ___________________________________________________________________
 AO0386* NAD 83(1986)-  28 24 58.     (N)    099 42 36.     (W)     SCALED    
 AO0386* NAVD 88     -       189.787  (meters)     622.66   (feet)  ADJUSTED  
 AO0386  ___________________________________________________________________
 AO0386  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AO0386  DYNAMIC HT  -         189.499 (meters)     621.71  (feet)  COMP
 AO0386  MODELED GRAV-     979,126.6   (mgal)                       NAVD 88
 AO0386
 AO0386  VERT ORDER  -  FIRST     CLASS II
 AO0386
 AO0386.The horizontal coordinates were scaled from a topographic map and have
 AO0386.an estimated accuracy of +/- 6 seconds.
 AO0386
 AO0386.The orthometric height was determined by differential leveling
 AO0386.and adjusted by the National Geodetic Survey in June 1991..
 AO0386
 AO0386.The geoid height was determined by GEOID03.
 AO0386
 AO0386.The dynamic height is computed by dividing the NAVD 88
 AO0386.geopotential number by the normal gravity value computed on the
 AO0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0386.degrees latitude (g = 980.6199 gals.).
 AO0386
 AO0386.The modeled gravity was interpolated from observed gravity values.
 AO0386
 AO0386;                    North         East    Units  Estimated Accuracy
 AO0386;SPC TXSC     - 4,064,800.      530,430.      MT  (+/- 180 meters Scaled)
 AO0386
 AO0386                          SUPERSEDED SURVEY CONTROL
 AO0386
 AO0386  NGVD 29 (??/??/92)  189.73   (m)          622.5    (f) COMPUTED    1 2
 AO0386
 AO0386.Superseded values are not recommended for survey control.
 AO0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0386.See file dsdata.txt to determine how the superseded data were derived.
 AO0386
 AO0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS304435(NAD 83)
 AO0386_MARKER: DB = BENCH MARK DISK
 AO0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0386_STAMPING: D 1088 1957
 AO0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0386+STABILITY: SURFACE MOTION
 AO0386
 AO0386  HISTORY     - Date     Condition        Report By
 AO0386  HISTORY     - 1957     MONUMENTED       CGS
 AO0386  HISTORY     - 1975     GOOD             USGS
 AO0386  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 AO0386
 AO0386                          STATION DESCRIPTION
 AO0386
 AO0386'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AO0386'3.35 MI SE FROM ASHERTON.
 AO0386'3.35 MILES S.E. ALONG U.S. HWY 83 FROM THE JUNCTION OF U.S. HWY 83 AND
 AO0386'FARM ROAD 190, IN ASHERTON, 0.2 MILE N.W. OF A JUNCTION WITH A DIRT
 AO0386'ROAD LEADING S.W., 670 FEET N.W. OF BOX CULVERT AND 100 FEET N.E. OF
 AO0386'THE CENTER LINE OF HWY, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0386'PROJECTS 0.5 FEET, STANDARD TABLET STAMPED D 1088 1957.
 AO0386
 AO0386                          STATION RECOVERY (1997)
 AO0386
 AO0386'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0387 ***********************************************************************
 AO0387  DESIGNATION -  D 1088 RESET 1959
 AO0387  PID         -  AO0387
 AO0387  STATE/COUNTY-  TX/DIMMIT
 AO0387  USGS QUAD   -  MAC DONALD LAKE (1982)
 AO0387
 AO0387                         *CURRENT SURVEY CONTROL
 AO0387  ___________________________________________________________________
 AO0387* NAD 83(1986)-  28 25 03.     (N)    099 42 39.     (W)     SCALED    
 AO0387* NAVD 88     -       189.447  (meters)     621.54   (feet)  ADJUSTED  
 AO0387  ___________________________________________________________________
 AO0387  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AO0387  DYNAMIC HT  -         189.160 (meters)     620.60  (feet)  COMP
 AO0387  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 AO0387
 AO0387  VERT ORDER  -  FIRST     CLASS II
 AO0387
 AO0387.The horizontal coordinates were scaled from a topographic map and have
 AO0387.an estimated accuracy of +/- 6 seconds.
 AO0387
 AO0387.The orthometric height was determined by differential leveling
 AO0387.and adjusted by the National Geodetic Survey in June 1991..
 AO0387
 AO0387.The geoid height was determined by GEOID03.
 AO0387
 AO0387.The dynamic height is computed by dividing the NAVD 88
 AO0387.geopotential number by the normal gravity value computed on the
 AO0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0387.degrees latitude (g = 980.6199 gals.).
 AO0387
 AO0387.The modeled gravity was interpolated from observed gravity values.
 AO0387
 AO0387;                    North         East    Units  Estimated Accuracy
 AO0387;SPC TXSC     - 4,064,960.      530,350.      MT  (+/- 180 meters Scaled)
 AO0387
 AO0387                          SUPERSEDED SURVEY CONTROL
 AO0387
 AO0387  NGVD 29 (??/??/??)  189.29   (m)          621.0    (f) RESET       3  
 AO0387
 AO0387.Superseded values are not recommended for survey control.
 AO0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0387.See file dsdata.txt to determine how the superseded data were derived.
 AO0387
 AO0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS303436(NAD 83)
 AO0387_MARKER: DB = BENCH MARK DISK
 AO0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0387_STAMPING: D 1088 RESET 1959
 AO0387_MARK LOGO: CGS   
 AO0387_PROJECTION: FLUSH
 AO0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0387+STABILITY: SURFACE MOTION
 AO0387
 AO0387  HISTORY     - Date     Condition        Report By
 AO0387  HISTORY     - 1959     MONUMENTED       CGS
 AO0387  HISTORY     - 1982     GOOD             NGS
 AO0387  HISTORY     - 19971025 GOOD             USPSQD
 AO0387
 AO0387                          STATION DESCRIPTION
 AO0387
 AO0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AO0387'3.55 MI SE FROM ASHERTON.
 AO0387'ABOUT 3.55 MILES SOUTHEAST OF THE SITE OF THE OLD ASHERTON AND GULF
 AO0387'RAILROAD DEPOT ALONG U.S. HIGHWAY NO. 83, 0.2 MILE NORTHWEST OF A DIRT
 AO0387'ROAD LEADING SOUTHWEST, 1 FOOT NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY
 AO0387'FENCE LINE, 8 FEET NORTHWEST OF A LARGE CEDAR POST IN THE FENCE AND AT
 AO0387'STATE HIGHWAY SURVEY STATION 1143 + 55.  A STANDARD DISK STAMPED D
 AO0387'1088 RESET 1959 IN A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 AO0387
 AO0387                          STATION RECOVERY (1982)
 AO0387
 AO0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0387'1.0 KM (0.6 MI) NORTH ALONG FARM ROAD 190 FROM THE POST OFFICE IN
 AO0387'ASHERTON, FORMERLY U.S. HIGHWAY 83, THENCE 1.4 KM (0.9 MI) SOUTHEAST
 AO0387'ALONG FARM ROAD 1557 FROM THE JUNCTION OF FARM ROAD 190 AND FARM ROAD
 AO0387'1557, THENCE 3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE
 AO0387'JUNCTION OF FARM ROAD 1557 AND U.S HIGHWAY 83, 0.4 KM (0.2 MI)
 AO0387'NORTHWEST OF A DIRT ROAD LEADING SOUTHWEST, 29.8 METERS (98.0 FT)
 AO0387'NORTH NORTHEAST OF CENTERLINE OF THE HIGHWAY, AND 0.4 METER (1.5 FT)
 AO0387'NORTH NORTHEAST OF FENCE.
 AO0387'THE MARK IS 0.5 METERS  ESE FROM A WITNESS POST.
 AO0387'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AO0387
 AO0387                          STATION RECOVERY (1997)
 AO0387
 AO0387'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0351 ***********************************************************************
 AO0351  DESIGNATION -  D 1089
 AO0351  PID         -  AO0351
 AO0351  STATE/COUNTY-  TX/WEBB
 AO0351  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0351
 AO0351                         *CURRENT SURVEY CONTROL
 AO0351  ___________________________________________________________________
 AO0351* NAD 83(1986)-  28 08 43.     (N)    099 35 47.     (W)     SCALED    
 AO0351* NAVD 88     -       208.910  (meters)     685.40   (feet)  ADJUSTED  
 AO0351  ___________________________________________________________________
 AO0351  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0351  DYNAMIC HT  -         208.589 (meters)     684.35  (feet)  COMP
 AO0351  MODELED GRAV-     979,104.3   (mgal)                       NAVD 88
 AO0351
 AO0351  VERT ORDER  -  FIRST     CLASS II
 AO0351
 AO0351.The horizontal coordinates were scaled from a topographic map and have
 AO0351.an estimated accuracy of +/- 6 seconds.
 AO0351
 AO0351.The orthometric height was determined by differential leveling
 AO0351.and adjusted by the National Geodetic Survey in June 1991..
 AO0351
 AO0351.The geoid height was determined by GEOID03.
 AO0351
 AO0351.The dynamic height is computed by dividing the NAVD 88
 AO0351.geopotential number by the normal gravity value computed on the
 AO0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0351.degrees latitude (g = 980.6199 gals.).
 AO0351
 AO0351.The modeled gravity was interpolated from observed gravity values.
 AO0351
 AO0351;                    North         East    Units  Estimated Accuracy
 AO0351;SPC TX S     - 5,275,100.      192,290.      MT  (+/- 180 meters Scaled)
 AO0351
 AO0351                          SUPERSEDED SURVEY CONTROL
 AO0351
 AO0351  NGVD 29 (??/??/92)  208.897  (m)          685.36   (f) ADJ UNCH    1 2
 AO0351
 AO0351.Superseded values are not recommended for survey control.
 AO0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0351.See file dsdata.txt to determine how the superseded data were derived.
 AO0351
 AO0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS414134(NAD 83)
 AO0351_MARKER: DB = BENCH MARK DISK
 AO0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0351_SP_SET: CULVERT
 AO0351_STAMPING: D 1089 1957
 AO0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0351
 AO0351  HISTORY     - Date     Condition        Report By
 AO0351  HISTORY     - 1957     MONUMENTED       CGS
 AO0351  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AO0351
 AO0351                          STATION DESCRIPTION
 AO0351
 AO0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0351'14.65 MI SE FROM CATARINA.
 AO0351'14.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0351'CATARINA, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AO0351'TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 4 CHANNEL CONCRETE
 AO0351'CULVERT OVER RAICES CREEK.
 AO0351
 AO0351                          STATION RECOVERY (2002)
 AO0351
 AO0351'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0352 ***********************************************************************
 AO0352  DESIGNATION -  D 1089 RESET 1965
 AO0352  PID         -  AO0352
 AO0352  STATE/COUNTY-  TX/WEBB
 AO0352  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0352
 AO0352                         *CURRENT SURVEY CONTROL
 AO0352  ___________________________________________________________________
 AO0352* NAD 83(1986)-  28 08 39.     (N)    099 35 50.     (W)     SCALED    
 AO0352* NAVD 88     -       208.712  (meters)     684.75   (feet)  ADJUSTED  
 AO0352  ___________________________________________________________________
 AO0352  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0352  DYNAMIC HT  -         208.391 (meters)     683.70  (feet)  COMP
 AO0352  MODELED GRAV-     979,104.2   (mgal)                       NAVD 88
 AO0352
 AO0352  VERT ORDER  -  FIRST     CLASS II
 AO0352
 AO0352.The horizontal coordinates were scaled from a topographic map and have
 AO0352.an estimated accuracy of +/- 6 seconds.
 AO0352
 AO0352.The orthometric height was determined by differential leveling
 AO0352.and adjusted by the National Geodetic Survey in June 1991..
 AO0352
 AO0352.The geoid height was determined by GEOID03.
 AO0352
 AO0352.The dynamic height is computed by dividing the NAVD 88
 AO0352.geopotential number by the normal gravity value computed on the
 AO0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0352.degrees latitude (g = 980.6199 gals.).
 AO0352
 AO0352.The modeled gravity was interpolated from observed gravity values.
 AO0352
 AO0352;                    North         East    Units  Estimated Accuracy
 AO0352;SPC TX S     - 5,274,970.      192,210.      MT  (+/- 180 meters Scaled)
 AO0352
 AO0352                          SUPERSEDED SURVEY CONTROL
 AO0352
 AO0352  NGVD 29 (??/??/??)  208.72   (m)          684.8    (f) RESET       3  
 AO0352
 AO0352.Superseded values are not recommended for survey control.
 AO0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0352.See file dsdata.txt to determine how the superseded data were derived.
 AO0352
 AO0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS413133(NAD 83)
 AO0352_MARKER: DB = BENCH MARK DISK
 AO0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0352_SP_SET: CULVERT
 AO0352_STAMPING: D 1089 RESET 1965
 AO0352_MARK LOGO: TXHD  
 AO0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0352+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AO0352
 AO0352  HISTORY     - Date     Condition        Report By
 AO0352  HISTORY     - 1965     MONUMENTED       TXHD
 AO0352  HISTORY     - 1982     GOOD             NGS
 AO0352  HISTORY     - 20020326 GOOD             USPSQD
 AO0352
 AO0352                          STATION DESCRIPTION
 AO0352
 AO0352'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1965
 AO0352'14.65 MI SE FROM CATARINA.
 AO0352'ABOUT 14.65 MILES SOUTHEAST ALONG U. S. HIGHWAY 83 FROM THE POST
 AO0352'OFFICE AT CATARINA, 26 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET
 AO0352'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 4-BARREL 6 X 6
 AO0352'FT. CONCRETE BOX CULVERT OVER RAICES CREEK.
 AO0352
 AO0352                          STATION RECOVERY (1982)
 AO0352
 AO0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0352'RECOVERED IN GOOD CONDITION.
 AO0352
 AO0352                          STATION RECOVERY (2002)
 AO0352
 AO0352'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0589 ***********************************************************************
 CA0589  DESIGNATION -  D 109
 CA0589  PID         -  CA0589
 CA0589  STATE/COUNTY-  TX/CONCHO
 CA0589  USGS QUAD   -  EDEN (1970)
 CA0589
 CA0589                         *CURRENT SURVEY CONTROL
 CA0589  ___________________________________________________________________
 CA0589* NAD 83(1986)-  31 12 57.     (N)    099 46 22.     (W)     SCALED    
 CA0589* NAVD 88     -       599.434  (meters)    1966.64   (feet)  POSTED    
 CA0589  ___________________________________________________________________
 CA0589  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CA0589  DYNAMIC HT  -         598.610 (meters)    1963.94  (feet)  COMP
 CA0589  MODELED GRAV-     979,238.0   (mgal)                       NAVD 88
 CA0589
 CA0589  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0589
 CA0589.The horizontal coordinates were scaled from a topographic map and have
 CA0589.an estimated accuracy of +/- 6 seconds.
 CA0589
 CA0589.The orthometric height was determined by differential leveling
 CA0589.and adjusted by the National Geodetic Survey in 1992..
 CA0589.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0589.rate of 0.0 thru 1.0 mm/km.
 CA0589
 CA0589.The geoid height was determined by GEOID03.
 CA0589
 CA0589.The dynamic height is computed by dividing the NAVD 88
 CA0589.geopotential number by the normal gravity value computed on the
 CA0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0589.degrees latitude (g = 980.6199 gals.).
 CA0589
 CA0589.The modeled gravity was interpolated from observed gravity values.
 CA0589
 CA0589;                    North         East    Units  Estimated Accuracy
 CA0589;SPC TX C     - 3,171,870.      753,410.      MT  (+/- 180 meters Scaled)
 CA0589
 CA0589                          SUPERSEDED SURVEY CONTROL
 CA0589
 CA0589  NGVD 29 (??/??/92)  599.335  (m)         1966.32   (f) ADJ UNCH    1 2
 CA0589
 CA0589.Superseded values are not recommended for survey control.
 CA0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0589.See file dsdata.txt to determine how the superseded data were derived.
 CA0589
 CA0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV263537(NAD 83)
 CA0589_MARKER: DB = BENCH MARK DISK
 CA0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0589_STAMPING: 1966.318 D 109 1933
 CA0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0589+STABILITY: SURFACE MOTION
 CA0589
 CA0589  HISTORY     - Date     Condition        Report By
 CA0589  HISTORY     - 1933     MONUMENTED       CGS
 CA0589  HISTORY     - 1970     GOOD             USGS
 CA0589
 CA0589                          STATION DESCRIPTION
 CA0589
 CA0589'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CA0589'4.3 MI E FROM EDEN.
 CA0589'4.3 MILES ALONG THE GULF COLORADO AND SANTA FE RAILWAY FROM EDEN,
 CA0589'CONCHO COUNTY.  50 FEET SOUTHEAST OF CROSSING OF COUNTY ROAD (OLD HWY.
 CA0589'87).  15 FEET WEST OF A ROAD SOUTH AND 4 FEET NORTH OF THE RIGHT OF
 CA0589'WAY FENCE.  A STANDARD DISK STAMPED 1966.318 D 109 1933. AND SET IN
 CA0589'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1293 ***********************************************************************
 AY1293  DESIGNATION -  D 1090
 AY1293  PID         -  AY1293
 AY1293  STATE/COUNTY-  TX/UVALDE
 AY1293  USGS QUAD   -  UVALDE (1971)
 AY1293
 AY1293                         *CURRENT SURVEY CONTROL
 AY1293  ___________________________________________________________________
 AY1293* NAD 83(1986)-  29 14 34.     (N)    099 51 40.     (W)     SCALED    
 AY1293* NAVD 88     -       290.541  (meters)     953.22   (feet)  POSTED    
 AY1293  ___________________________________________________________________
 AY1293  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AY1293  DYNAMIC HT  -         290.120 (meters)     951.84  (feet)  COMP
 AY1293  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AY1293
 AY1293  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1293
 AY1293.The horizontal coordinates were scaled from a topographic map and have
 AY1293.an estimated accuracy of +/- 6 seconds.
 AY1293
 AY1293.The orthometric height was determined by differential leveling
 AY1293.and adjusted by the National Geodetic Survey in 1992..
 AY1293.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1293.rate of 1.1 thru 2.0 mm/km.
 AY1293
 AY1293.The geoid height was determined by GEOID03.
 AY1293
 AY1293.The dynamic height is computed by dividing the NAVD 88
 AY1293.geopotential number by the normal gravity value computed on the
 AY1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1293.degrees latitude (g = 980.6199 gals.).
 AY1293
 AY1293.The modeled gravity was interpolated from observed gravity values.
 AY1293
 AY1293;                    North         East    Units  Estimated Accuracy
 AY1293;SPC TXSC     - 4,156,510.      516,300.      MT  (+/- 180 meters Scaled)
 AY1293
 AY1293                          SUPERSEDED SURVEY CONTROL
 AY1293
 AY1293  NGVD 29 (??/??/92)  290.417  (m)          952.81   (f) ADJ UNCH    1 2
 AY1293
 AY1293.Superseded values are not recommended for survey control.
 AY1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1293.See file dsdata.txt to determine how the superseded data were derived.
 AY1293
 AY1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT163351(NAD 83)
 AY1293_MARKER: DB = BENCH MARK DISK
 AY1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1293_STAMPING: D 1090 1957
 AY1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1293+STABILITY: SURFACE MOTION
 AY1293
 AY1293  HISTORY     - Date     Condition        Report By
 AY1293  HISTORY     - 1957     MONUMENTED       CGS
 AY1293  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1293  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 AY1293
 AY1293                          STATION DESCRIPTION
 AY1293
 AY1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1293'4.05 MI W FROM UVALDE.
 AY1293'4.05 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1293'STATION AT UVALDE, 15.5 FEET WEST OF THE 1ST POLE WEST OF MILEPOST
 AY1293'305, IN LINE WITH A ROW OF TELEPHONE POLES, 35 FEET SOUTH OF THE SOUTH
 AY1293'RAIL, 32 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 1.7 FEET EAST
 AY1293'OF A WITNESS POST, 8 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 AY1293'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1293
 AY1293                          STATION RECOVERY (1982)
 AY1293
 AY1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1293'MARK NOT RECOVERED, PROBABLY GRADED OUT WHEN NEW RAILROAD BED WAS
 AY1293'BUILT.
 AY1293
 AY1293                          STATION RECOVERY (2003)
 AY1293
 AY1293'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1307 ***********************************************************************
 AY1307  DESIGNATION -  D 1091
 AY1307  PID         -  AY1307
 AY1307  STATE/COUNTY-  TX/UVALDE
 AY1307  USGS QUAD   -  UVALDE (1971)
 AY1307
 AY1307                         *CURRENT SURVEY CONTROL
 AY1307  ___________________________________________________________________
 AY1307* NAD 83(1986)-  29 12 54.     (N)    099 46 13.     (W)     SCALED    
 AY1307* NAVD 88     -       280.143  (meters)     919.10   (feet)  POSTED    
 AY1307  ___________________________________________________________________
 AY1307  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AY1307  DYNAMIC HT  -         279.740 (meters)     917.78  (feet)  COMP
 AY1307  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 AY1307
 AY1307  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1307
 AY1307.The horizontal coordinates were scaled from a topographic map and have
 AY1307.an estimated accuracy of +/- 6 seconds.
 AY1307
 AY1307.The orthometric height was determined by differential leveling
 AY1307.and adjusted by the National Geodetic Survey in 1992..
 AY1307.No vertical observational check was made to the station.
 AY1307.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1307.was located on a no-check spur therefore a value was not computed.
 AY1307
 AY1307.The geoid height was determined by GEOID03.
 AY1307
 AY1307.The dynamic height is computed by dividing the NAVD 88
 AY1307.geopotential number by the normal gravity value computed on the
 AY1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1307.degrees latitude (g = 980.6199 gals.).
 AY1307
 AY1307.The modeled gravity was interpolated from observed gravity values.
 AY1307
 AY1307;                    North         East    Units  Estimated Accuracy
 AY1307;SPC TXSC     - 4,153,370.      525,110.      MT  (+/- 180 meters Scaled)
 AY1307
 AY1307                          SUPERSEDED SURVEY CONTROL
 AY1307
 AY1307  NGVD 29 (??/??/92)  280.005  (m)          918.65   (f) ADJ UNCH    1 2
 AY1307
 AY1307.Superseded values are not recommended for survey control.
 AY1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1307.See file dsdata.txt to determine how the superseded data were derived.
 AY1307
 AY1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT251320(NAD 83)
 AY1307_MARKER: DB = BENCH MARK DISK
 AY1307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1307_SP_SET: CULVERT
 AY1307_STAMPING: D 1091 1957
 AY1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1307
 AY1307  HISTORY     - Date     Condition        Report By
 AY1307  HISTORY     - 1957     MONUMENTED       CGS
 AY1307  HISTORY     - 1971     MARK NOT FOUND   USGS
 AY1307  HISTORY     - 19880709 MARK NOT FOUND   USPSQD
 AY1307  HISTORY     - 20021110 MARK NOT FOUND   USPSQD
 AY1307
 AY1307                          STATION DESCRIPTION
 AY1307
 AY1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1307'1.0 MI NE FROM UVALDE.
 AY1307'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 AY1307'UVALDE, 57 YARDS WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PIGGLY
 AY1307'WIGGLY STORE, 116 YARDS NORTHEAST OF THE CENTER OF THE JUNCTION OF
 AY1307'U.S. HIGHWAY 90 AND FARM ROAD 1023, 33 FEET SOUTHEAST OF THE CENTER
 AY1307'LINE OF THE HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTHEAST
 AY1307'HEADWALL OF A CONCRETE CULVERT UNDER HIGHWAY 90.
 AY1307
 AY1307                          STATION RECOVERY (1971)
 AY1307
 AY1307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AY1307'MARK NOT FOUND.
 AY1307
 AY1307                          STATION RECOVERY (1988)
 AY1307
 AY1307'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1307'MARK NOT FOUND.
 AY1307
 AY1307                          STATION RECOVERY (2002)
 AY1307
 AY1307'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AY1307'IT APPEARS THAT THE CULVERT AND HEADWALL HAVE BEEN REPLACED DURING
 AY1307'EXTENSIVE CONSTRUCTION AND LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1211 ***********************************************************************
 AY1211  DESIGNATION -  D 1092
 AY1211  PID         -  AY1211
 AY1211  STATE/COUNTY-  TX/UVALDE
 AY1211  USGS QUAD   -  SABINAL (1970)
 AY1211
 AY1211                         *CURRENT SURVEY CONTROL
 AY1211  ___________________________________________________________________
 AY1211* NAD 83(1986)-  29 18 46.     (N)    099 29 47.     (W)     SCALED    
 AY1211* NAVD 88     -       290.104  (meters)     951.78   (feet)  ADJUSTED  
 AY1211  ___________________________________________________________________
 AY1211  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AY1211  DYNAMIC HT  -         289.683 (meters)     950.40  (feet)  COMP
 AY1211  MODELED GRAV-     979,183.4   (mgal)                       NAVD 88
 AY1211
 AY1211  VERT ORDER  -  FIRST     CLASS II
 AY1211
 AY1211.The horizontal coordinates were scaled from a topographic map and have
 AY1211.an estimated accuracy of +/- 6 seconds.
 AY1211
 AY1211.The orthometric height was determined by differential leveling
 AY1211.and adjusted by the National Geodetic Survey in June 1991..
 AY1211
 AY1211.The geoid height was determined by GEOID03.
 AY1211
 AY1211.The dynamic height is computed by dividing the NAVD 88
 AY1211.geopotential number by the normal gravity value computed on the
 AY1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1211.degrees latitude (g = 980.6199 gals.).
 AY1211
 AY1211.The modeled gravity was interpolated from observed gravity values.
 AY1211
 AY1211;                    North         East    Units  Estimated Accuracy
 AY1211;SPC TXSC     - 4,164,060.      551,790.      MT  (+/- 180 meters Scaled)
 AY1211
 AY1211                          SUPERSEDED SURVEY CONTROL
 AY1211
 AY1211  NGVD 29 (??/??/92)  289.987  (m)          951.40   (f) ADJ UNCH    1 2
 AY1211
 AY1211.Superseded values are not recommended for survey control.
 AY1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1211.See file dsdata.txt to determine how the superseded data were derived.
 AY1211
 AY1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT517427(NAD 83)
 AY1211_MARKER: DB = BENCH MARK DISK
 AY1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1211_STAMPING: D 1092 1957
 AY1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1211+STABILITY: SURFACE MOTION
 AY1211
 AY1211  HISTORY     - Date     Condition        Report By
 AY1211  HISTORY     - 1957     MONUMENTED       CGS
 AY1211  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1211  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1211
 AY1211                          STATION DESCRIPTION
 AY1211
 AY1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1211'1.8 MI W FROM SABINAL.
 AY1211'1.8 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1211'STATION AT SABINAL, 6 1/2 RAILS EAST OF THE CENTER OF A PRIVATE ROAD
 AY1211'CROSSING, 77 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 90, 40 FEET
 AY1211'SOUTH OF THE SOUTH RAIL, 26 FEET WEST OF A TELEPHONE POLE, IN LINE
 AY1211'WITH A ROW OF TELEPHONE POLES, 1.6 FEET NORTH OF A WITNESS POST, 4
 AY1211'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 AY1211'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1211
 AY1211                          STATION RECOVERY (1982)
 AY1211
 AY1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1211'MARK NOT RECOVERED, PROBABLY GRADED OUT WHEN NEW RAILROAD BED WAS
 AY1211'BUILT.
 AY1211
 AY1211                          STATION RECOVERY (1988)
 AY1211
 AY1211'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0098 ***********************************************************************
 AP0098  DESIGNATION -  D 1093
 AP0098  PID         -  AP0098
 AP0098  STATE/COUNTY-  TX/MAVERICK
 AP0098  USGS QUAD   -  DEADMANS HILL (1974)
 AP0098
 AP0098                         *CURRENT SURVEY CONTROL
 AP0098  ___________________________________________________________________
 AP0098* NAD 83(1986)-  28 48 39.     (N)    100 26 45.     (W)     SCALED    
 AP0098* NAVD 88     -       235.734  (meters)     773.40   (feet)  ADJUSTED  
 AP0098  ___________________________________________________________________
 AP0098  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AP0098  DYNAMIC HT  -         235.384 (meters)     772.26  (feet)  COMP
 AP0098  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 AP0098
 AP0098  VERT ORDER  -  FIRST     CLASS II
 AP0098
 AP0098.The horizontal coordinates were scaled from a topographic map and have
 AP0098.an estimated accuracy of +/- 6 seconds.
 AP0098
 AP0098.The orthometric height was determined by differential leveling
 AP0098.and adjusted by the National Geodetic Survey in June 1991..
 AP0098
 AP0098.The geoid height was determined by GEOID03.
 AP0098
 AP0098.The dynamic height is computed by dividing the NAVD 88
 AP0098.geopotential number by the normal gravity value computed on the
 AP0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0098.degrees latitude (g = 980.6199 gals.).
 AP0098
 AP0098.The modeled gravity was interpolated from observed gravity values.
 AP0098
 AP0098;                    North         East    Units  Estimated Accuracy
 AP0098;SPC TXSC     - 4,109,210.      458,880.      MT  (+/- 180 meters Scaled)
 AP0098
 AP0098                          SUPERSEDED SURVEY CONTROL
 AP0098
 AP0098  NGVD 29 (??/??/92)  235.604  (m)          772.98   (f) ADJ UNCH    1 2
 AP0098
 AP0098.Superseded values are not recommended for survey control.
 AP0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0098.See file dsdata.txt to determine how the superseded data were derived.
 AP0098
 AP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS589878(NAD 83)
 AP0098_MARKER: DB = BENCH MARK DISK
 AP0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0098_SP_SET: CULVERT
 AP0098_STAMPING: D 1093 1957
 AP0098_MARK LOGO: CGS   
 AP0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0098
 AP0098  HISTORY     - Date     Condition        Report By
 AP0098  HISTORY     - 1957     MONUMENTED       CGS
 AP0098  HISTORY     - 1982     GOOD             NGS
 AP0098
 AP0098                          STATION DESCRIPTION
 AP0098
 AP0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0098'8.0 MI N FROM EAGLE PASS.
 AP0098'8.0 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0098'STATION AT EAGLE PASS, 3 1/2 POLES SOUTHWEST OF MILEPOST 25, 62.5 FEET
 AP0098'NORTHWEST OF THE NORTHWEST RAIL, 14.5 FEET NORTHWEST OF A FENCE, SET
 AP0098'IN THE TOP OF THE CENTER OF THE NORTHWEST HEADWALL OF A CONCRETE
 AP0098'CULVERT OVER AN IRRIGATION DITCH.
 AP0098
 AP0098                          STATION RECOVERY (1982)
 AP0098
 AP0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1336 ***********************************************************************
 AY1336  DESIGNATION -  D 1094
 AY1336  PID         -  AY1336
 AY1336  STATE/COUNTY-  TX/UVALDE
 AY1336  USGS QUAD   -  BLANCO LAKE (1971)
 AY1336
 AY1336                         *CURRENT SURVEY CONTROL
 AY1336  ___________________________________________________________________
 AY1336* NAD 83(1986)-  29 18 43.     (N)    099 31 18.     (W)     SCALED    
 AY1336* NAVD 88     -       290.605  (meters)     953.43   (feet)  ADJUSTED  
 AY1336  ___________________________________________________________________
 AY1336  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AY1336  DYNAMIC HT  -         290.183 (meters)     952.04  (feet)  COMP
 AY1336  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 AY1336
 AY1336  VERT ORDER  -  FIRST     CLASS II
 AY1336
 AY1336.The horizontal coordinates were scaled from a topographic map and have
 AY1336.an estimated accuracy of +/- 6 seconds.
 AY1336
 AY1336.The orthometric height was determined by differential leveling
 AY1336.and adjusted by the National Geodetic Survey in June 1991..
 AY1336
 AY1336.The geoid height was determined by GEOID03.
 AY1336
 AY1336.The dynamic height is computed by dividing the NAVD 88
 AY1336.geopotential number by the normal gravity value computed on the
 AY1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1336.degrees latitude (g = 980.6199 gals.).
 AY1336
 AY1336.The modeled gravity was interpolated from observed gravity values.
 AY1336
 AY1336;                    North         East    Units  Estimated Accuracy
 AY1336;SPC TXSC     - 4,163,980.      549,330.      MT  (+/- 180 meters Scaled)
 AY1336
 AY1336                          SUPERSEDED SURVEY CONTROL
 AY1336
 AY1336  NGVD 29 (??/??/92)  290.481  (m)          953.02   (f) ADJ UNCH    1 2
 AY1336
 AY1336.Superseded values are not recommended for survey control.
 AY1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1336.See file dsdata.txt to determine how the superseded data were derived.
 AY1336
 AY1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT493426(NAD 83)
 AY1336_MARKER: DB = BENCH MARK DISK
 AY1336_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AY1336_SP_SET: 13.5 FT.
 AY1336_STAMPING: D 1094 1957
 AY1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1336
 AY1336  HISTORY     - Date     Condition        Report By
 AY1336  HISTORY     - 1957     MONUMENTED       CGS
 AY1336  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1336  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1336
 AY1336                          STATION DESCRIPTION
 AY1336
 AY1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1336'3.5 MI W FROM SABINAL.
 AY1336'3.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1336'STATION AT SABINAL, 2 POLES EAST OF MILEPOST 283, 79 FEET NORTH OF THE
 AY1336'CENTER LINE OF U.S. HIGHWAY 90, 39.6 FEET SOUTH OF THE SOUTH RAIL, 6.3
 AY1336'FEET WEST OF A TELEPHONE POLE, 3 FEET SOUTH OF A WITNESS POST, CLAMPED
 AY1336'ON THE TOP OF A 5/8 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 13.5
 AY1336'FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.4
 AY1336'FOOT ABOVE THE GROUND.
 AY1336
 AY1336                          STATION RECOVERY (1982)
 AY1336
 AY1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1336'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AY1336
 AY1336                          STATION RECOVERY (1988)
 AY1336
 AY1336'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0871 ***********************************************************************
 AY0871  DESIGNATION -  D 1095
 AY0871  PID         -  AY0871
 AY0871  STATE/COUNTY-  TX/MEDINA
 AY0871  USGS QUAD   -  CASTROVILLE (1982)
 AY0871
 AY0871                         *CURRENT SURVEY CONTROL
 AY0871  ___________________________________________________________________
 AY0871* NAD 83(1986)-  29 16 04.     (N)    098 53 55.     (W)     SCALED    
 AY0871* NAVD 88     -       234.083  (meters)     767.99   (feet)  ADJUSTED  
 AY0871  ___________________________________________________________________
 AY0871  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AY0871  DYNAMIC HT  -         233.747 (meters)     766.88  (feet)  COMP
 AY0871  MODELED GRAV-     979,203.0   (mgal)                       NAVD 88
 AY0871
 AY0871  VERT ORDER  -  FIRST     CLASS II
 AY0871
 AY0871.The horizontal coordinates were scaled from a topographic map and have
 AY0871.an estimated accuracy of +/- 6 seconds.
 AY0871
 AY0871.The orthometric height was determined by differential leveling
 AY0871.and adjusted by the National Geodetic Survey in June 1991..
 AY0871
 AY0871.The geoid height was determined by GEOID03.
 AY0871
 AY0871.The dynamic height is computed by dividing the NAVD 88
 AY0871.geopotential number by the normal gravity value computed on the
 AY0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0871.degrees latitude (g = 980.6199 gals.).
 AY0871
 AY0871.The modeled gravity was interpolated from observed gravity values.
 AY0871
 AY0871;                    North         East    Units  Estimated Accuracy
 AY0871;SPC TXSC     - 4,158,980.      609,850.      MT  (+/- 180 meters Scaled)
 AY0871
 AY0871                          SUPERSEDED SURVEY CONTROL
 AY0871
 AY0871  NGVD 29 (??/??/92)  233.958  (m)          767.58   (f) ADJ UNCH    1 2
 AY0871
 AY0871.Superseded values are not recommended for survey control.
 AY0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0871.See file dsdata.txt to determine how the superseded data were derived.
 AY0871
 AY0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT098376(NAD 83)
 AY0871_MARKER: DB = BENCH MARK DISK
 AY0871_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0871_SP_SET: BRIDGE ABUTMENT
 AY0871_STAMPING: D 1095 1957
 AY0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0871
 AY0871  HISTORY     - Date     Condition        Report By
 AY0871  HISTORY     - 1957     MONUMENTED       CGS
 AY0871  HISTORY     - 1989     GOOD             USPSQD
 AY0871  HISTORY     - 19970210 GOOD             USPSQD
 AY0871  HISTORY     - 20020218 GOOD             USPSQD
 AY0871  HISTORY     - 20050521 GOOD             USPSQD
 AY0871
 AY0871                          STATION DESCRIPTION
 AY0871
 AY0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0871'6.2 MI SW FROM LACOSTE.
 AY0871'6.2 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0871'STATION AT LACOSTE, 0.6 MILE SOUTHEAST OF THE STATION SIGN AT NOONAN,
 AY0871'3.9 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT BELOW THE TOP OF THE RAILS,
 AY0871'SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A BRIDGE OVER
 AY0871'CHACON CREEK.
 AY0871
 AY0871                          STATION RECOVERY (1989)
 AY0871
 AY0871'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY0871'RECOVERED IN GOOD CONDITION.
 AY0871
 AY0871                          STATION RECOVERY (1997)
 AY0871
 AY0871'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0871'RECOVERED IN GOOD CONDITION.
 AY0871
 AY0871                          STATION RECOVERY (2002)
 AY0871
 AY0871'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0871'RECOVERED IN GOOD CONDITION.
 AY0871
 AY0871                          STATION RECOVERY (2005)
 AY0871
 AY0871'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AY0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0545 ***********************************************************************
 BP0545  DESIGNATION -  D 1096
 BP0545  PID         -  BP0545
 BP0545  STATE/COUNTY-  TX/BREWSTER
 BP0545  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0545
 BP0545                         *CURRENT SURVEY CONTROL
 BP0545  ___________________________________________________________________
 BP0545* NAD 83(1986)-  30 21 11.     (N)    103 39 07.     (W)     SCALED    
 BP0545* NAVD 88     -      1385.528  (meters)    4545.69   (feet)  ADJUSTED  
 BP0545  ___________________________________________________________________
 BP0545  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 BP0545  DYNAMIC HT  -        1383.284 (meters)    4538.32  (feet)  COMP
 BP0545  MODELED GRAV-     978,972.7   (mgal)                       NAVD 88
 BP0545  OBS GRAVITY -     978,971.4   (mgal)                       GRAV_OBS
 BP0545
 BP0545  VERT ORDER  -  FIRST     CLASS I
 BP0545
 BP0545.The horizontal coordinates were scaled from a topographic map and have
 BP0545.an estimated accuracy of +/- 6 seconds.
 BP0545
 BP0545.The orthometric height was determined by differential leveling
 BP0545.and adjusted by the National Geodetic Survey in June 1991..
 BP0545
 BP0545.The geoid height was determined by GEOID03.
 BP0545
 BP0545.The dynamic height is computed by dividing the NAVD 88
 BP0545.geopotential number by the normal gravity value computed on the
 BP0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0545.degrees latitude (g = 980.6199 gals.).
 BP0545
 BP0545.The modeled gravity was interpolated from observed gravity values.
 BP0545.The observed gravity was obtained from relative gravimeter ties
 BP0545.to the IGSN71 gravity network.
 BP0545
 BP0545;                    North         East    Units  Estimated Accuracy
 BP0545;SPC TXSC     - 4,288,160.      152,860.      MT  (+/- 180 meters Scaled)
 BP0545
 BP0545                          SUPERSEDED SURVEY CONTROL
 BP0545
 BP0545  NGVD 29 (??/??/92) 1385.071  (m)         4544.19   (f) ADJ UNCH    1 1
 BP0545
 BP0545.Superseded values are not recommended for survey control.
 BP0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0545.See file dsdata.txt to determine how the superseded data were derived.
 BP0545
 BP0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP295586(NAD 83)
 BP0545_MARKER: DB = BENCH MARK DISK
 BP0545_SETTING: 66 = SET IN ROCK OUTCROP
 BP0545_SP_SET: ROCK OUTCROP
 BP0545_STAMPING: D 1096 1977
 BP0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0545+STABILITY: POSITION/ELEVATION WELL
 BP0545
 BP0545  HISTORY     - Date     Condition        Report By
 BP0545  HISTORY     - 1977     MONUMENTED       NGS
 BP0545  HISTORY     - 1989     GOOD             USPSQD
 BP0545  HISTORY     - 19961008 GOOD             USPSQD
 BP0545
 BP0545                          STATION DESCRIPTION
 BP0545
 BP0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0545'0.9 MI SE FROM ALPINE.
 BP0545'0.4 MILES ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE STATION
 BP0545'AT ALPINE, THENCE 0.5 MILES SOUTHEAST ALONG STATE HIGHWAY 118,
 BP0545'AT THE U. RIOS RESIDENCE HOUSE NUMBER 801, IN TOP OF AN OUTCROP
 BP0545'PROJECTING 6 INCHES, 70 FT WEST SLOPE MEASURMENT OF THE CENTER
 BP0545'LINE OF THE HIGHWAY, 30.7 FT. SOUTH OF THE SOUTHWEST CORNER AND
 BP0545'AND IN LINE WITH THE PROLONGATION OF THE WEST FACE OF THE HOUSE,
 BP0545'46.5 FT NORTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING WEST
 BP0545'UP ALPINE HILL TO RADIO TOWERS
 BP0545
 BP0545                          STATION RECOVERY (1989)
 BP0545
 BP0545'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0545'RECOVERED IN GOOD CONDITION.
 BP0545
 BP0545                          STATION RECOVERY (1996)
 BP0545
 BP0545'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0565 ***********************************************************************
 BP0565  DESIGNATION -  D 1097
 BP0565  PID         -  BP0565
 BP0565  STATE/COUNTY-  TX/JEFF DAVIS
 BP0565  USGS QUAD   -  FORT DAVIS (1972)
 BP0565
 BP0565                         *CURRENT SURVEY CONTROL
 BP0565  ___________________________________________________________________
 BP0565* NAD 83(1986)-  30 35 41.     (N)    103 53 17.     (W)     SCALED    
 BP0565* NAVD 88     -      1488.506  (meters)    4883.54   (feet)  ADJUSTED  
 BP0565  ___________________________________________________________________
 BP0565  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 BP0565  DYNAMIC HT  -        1486.073 (meters)    4875.56  (feet)  COMP
 BP0565  MODELED GRAV-     978,953.7   (mgal)                       NAVD 88
 BP0565  OBS GRAVITY -     978,958.8   (mgal)                       GRAV_OBS
 BP0565
 BP0565  VERT ORDER  -  FIRST     CLASS I
 BP0565
 BP0565.The horizontal coordinates were scaled from a topographic map and have
 BP0565.an estimated accuracy of +/- 6 seconds.
 BP0565
 BP0565.The orthometric height was determined by differential leveling
 BP0565.and adjusted by the National Geodetic Survey in June 1991..
 BP0565
 BP0565.The geoid height was determined by GEOID03.
 BP0565
 BP0565.The dynamic height is computed by dividing the NAVD 88
 BP0565.geopotential number by the normal gravity value computed on the
 BP0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0565.degrees latitude (g = 980.6199 gals.).
 BP0565
 BP0565.The modeled gravity was interpolated from observed gravity values.
 BP0565.The observed gravity was obtained from relative gravimeter ties
 BP0565.to the IGSN71 gravity network.
 BP0565
 BP0565;                    North         East    Units  Estimated Accuracy
 BP0565;SPC TX C     - 3,108,330.      359,170.      MT  (+/- 180 meters Scaled)
 BP0565
 BP0565                          SUPERSEDED SURVEY CONTROL
 BP0565
 BP0565  NGVD 29 (??/??/92) 1487.957  (m)         4881.74   (f) ADJ UNCH    1 1
 BP0565
 BP0565.Superseded values are not recommended for survey control.
 BP0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0565.See file dsdata.txt to determine how the superseded data were derived.
 BP0565
 BP0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP066852(NAD 83)
 BP0565_MARKER: DB = BENCH MARK DISK
 BP0565_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0565_SP_SET: 8 FT.
 BP0565_STAMPING: D 1097 1977
 BP0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0565
 BP0565  HISTORY     - Date     Condition        Report By
 BP0565  HISTORY     - 1977     MONUMENTED       NGS
 BP0565  HISTORY     - 1988     GOOD             USPSQD
 BP0565  HISTORY     - 1989     GOOD             USPSQD
 BP0565  HISTORY     - 19961007 GOOD             USPSQD
 BP0565
 BP0565                          STATION DESCRIPTION
 BP0565
 BP0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0565'0.6 MI NE FROM FORT DAVIS.
 BP0565'0.6 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE COUNTY COURTHOUSE
 BP0565'AT FORT DAVIS, 4I FT. NORTHWEST OF THE NORTHWEST CORNER OF THE
 BP0565'JEFF DAVIS PARISH BUILDING, 150 FT. SOUTHEAST OF THE CENTER LINE OF
 BP0565'THE HIGHWAY, 75 FT. SOUTH OF THE SOUTHWEST CORNER OF THE SAINT JOSEPH
 BP0565'CATHOLIC CHURCH, 9 FT. SOUTH-SOUTHWEST OF A POWER POLE.
 BP0565
 BP0565                          STATION RECOVERY (1988)
 BP0565
 BP0565'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0565'RECOVERED IN GOOD CONDITION.
 BP0565
 BP0565                          STATION RECOVERY (1989)
 BP0565
 BP0565'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0565'RECOVERED IN GOOD CONDITION.
 BP0565
 BP0565                          STATION RECOVERY (1996)
 BP0565
 BP0565'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0315 ***********************************************************************
 BQ0315  DESIGNATION -  D 1098
 BQ0315  PID         -  BQ0315
 BQ0315  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0315  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0315
 BQ0315                         *CURRENT SURVEY CONTROL
 BQ0315  ___________________________________________________________________
 BQ0315* NAD 83(1986)-  30 39 36.     (N)    104 01 26.     (W)     SCALED    
 BQ0315* NAVD 88     -      1743.685  (meters)    5720.74   (feet)  ADJUSTED  
 BQ0315  ___________________________________________________________________
 BQ0315  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BQ0315  DYNAMIC HT  -        1740.733 (meters)    5711.05  (feet)  COMP
 BQ0315  MODELED GRAV-     978,885.8   (mgal)                       NAVD 88
 BQ0315  OBS GRAVITY -     978,893.6   (mgal)                       GRAV_OBS
 BQ0315
 BQ0315  VERT ORDER  -  FIRST     CLASS I
 BQ0315
 BQ0315.The horizontal coordinates were scaled from a topographic map and have
 BQ0315.an estimated accuracy of +/- 6 seconds.
 BQ0315
 BQ0315.The orthometric height was determined by differential leveling
 BQ0315.and adjusted by the National Geodetic Survey in June 1991..
 BQ0315
 BQ0315.The geoid height was determined by GEOID03.
 BQ0315
 BQ0315.The dynamic height is computed by dividing the NAVD 88
 BQ0315.geopotential number by the normal gravity value computed on the
 BQ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0315.degrees latitude (g = 980.6199 gals.).
 BQ0315
 BQ0315.The modeled gravity was interpolated from observed gravity values.
 BQ0315.The observed gravity was obtained from relative gravimeter ties
 BQ0315.to the IGSN71 gravity network.
 BQ0315
 BQ0315;                    North         East    Units  Estimated Accuracy
 BQ0315;SPC TX C     - 3,115,980.      346,390.      MT  (+/- 180 meters Scaled)
 BQ0315
 BQ0315                          SUPERSEDED SURVEY CONTROL
 BQ0315
 BQ0315  NGVD 29 (??/??/92) 1743.031  (m)         5718.59   (f) ADJ UNCH    1 1
 BQ0315
 BQ0315.Superseded values are not recommended for survey control.
 BQ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0315.See file dsdata.txt to determine how the superseded data were derived.
 BQ0315
 BQ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP935923(NAD 83)
 BQ0315_MARKER: DB = BENCH MARK DISK
 BQ0315_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0315_SP_SET: ROCK OUTCROP
 BQ0315_STAMPING: D 1098 1977
 BQ0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0315+STABILITY: POSITION/ELEVATION WELL
 BQ0315
 BQ0315  HISTORY     - Date     Condition        Report By
 BQ0315  HISTORY     - 1977     MONUMENTED       NGS
 BQ0315  HISTORY     - 1988     GOOD             USPSQD
 BQ0315  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BQ0315  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BQ0315  HISTORY     - 20030322 GOOD             USPSQD
 BQ0315
 BQ0315                          STATION DESCRIPTION
 BQ0315
 BQ0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0315'12.75 MI NW FROM FORT DAVIS.
 BQ0315'ABOUT 12.75 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE
 BQ0315'COUNTY COURTHOUSE AT FORT DAVIS, 15 FT. SOUTHWEST OF AND 10 FT. BELOW,
 BQ0315'A RIGHT OF WAY FENCE, AND 56 FT. NORTHEAST OF THE SLOPE OF
 BQ0315'THE HIGHWAY, 29 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 BQ0315
 BQ0315                          STATION RECOVERY (1988)
 BQ0315
 BQ0315'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0315'RECOVERED IN GOOD CONDITION.
 BQ0315
 BQ0315                          STATION RECOVERY (1989)
 BQ0315
 BQ0315'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0315'MARK NOT FOUND.
 BQ0315
 BQ0315                          STATION RECOVERY (1996)
 BQ0315
 BQ0315'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0315'MARK NOT FOUND.
 BQ0315
 BQ0315                          STATION RECOVERY (2003)
 BQ0315
 BQ0315'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0827 ***********************************************************************
 AB0827  DESIGNATION -  D 11
 AB0827  PID         -  AB0827
 AB0827  STATE/COUNTY-  TX/CAMERON
 AB0827  USGS QUAD   -  HARLINGEN (1983)
 AB0827
 AB0827                         *CURRENT SURVEY CONTROL
 AB0827  ___________________________________________________________________
 AB0827* NAD 83(1986)-  26 07 54.     (N)    097 43 32.     (W)     SCALED    
 AB0827* NAVD 88     -        15.433  (meters)      50.63   (feet)  ADJUSTED  
 AB0827  ___________________________________________________________________
 AB0827  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0827  DYNAMIC HT  -          15.408 (meters)      50.55  (feet)  COMP
 AB0827  MODELED GRAV-     979,027.0   (mgal)                       NAVD 88
 AB0827
 AB0827  VERT ORDER  -  SECOND    CLASS 0
 AB0827
 AB0827.The horizontal coordinates were scaled from a topographic map and have
 AB0827.an estimated accuracy of +/- 6 seconds.
 AB0827
 AB0827.The orthometric height was determined by differential leveling
 AB0827.and adjusted by the National Geodetic Survey in June 1991..
 AB0827
 AB0827.The geoid height was determined by GEOID03.
 AB0827
 AB0827.The dynamic height is computed by dividing the NAVD 88
 AB0827.geopotential number by the normal gravity value computed on the
 AB0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0827.degrees latitude (g = 980.6199 gals.).
 AB0827
 AB0827.The modeled gravity was interpolated from observed gravity values.
 AB0827
 AB0827;                    North         East    Units  Estimated Accuracy
 AB0827;SPC TX S     - 5,051,760.      377,450.      MT  (+/- 180 meters Scaled)
 AB0827
 AB0827                          SUPERSEDED SURVEY CONTROL
 AB0827
 AB0827  NGVD 29 (??/??/92)   15.541  (m)           50.99   (f) ADJ UNCH    2 0
 AB0827
 AB0827.Superseded values are not recommended for survey control.
 AB0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0827.See file dsdata.txt to determine how the superseded data were derived.
 AB0827
 AB0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP274908(NAD 83)
 AB0827_MARKER: DD = SURVEY DISK
 AB0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0827_SP_SET: CULVERT
 AB0827_STAMPING: D 11 50.84
 AB0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0827
 AB0827  HISTORY     - Date     Condition        Report By
 AB0827  HISTORY     - UNK      MONUMENTED
 AB0827  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0827  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0827
 AB0827                          STATION DESCRIPTION
 AB0827
 AB0827'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0827'2.5 MI N FROM RANGERVILLE.
 AB0827'2.5 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0827'RANGERVILLE, CAMERON COUNTY, 78.5 FEET SOUTH ACROSS THE ROAD FROM REA
 AB0827'CO-OP POLE NO. 15-150, 54 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 AB0827'WHITE FRAMEHOUSE, 32.5 FEET EAST OF THE CENTERLINE OF THE ROAD, AT A
 AB0827'CONCRETE-BOX CULVERT UNDER THE ROAD, IN THE CENTER OF THE TOP OF THE
 AB0827'EAST HEADWALL, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AB0827
 AB0827                          STATION RECOVERY (1987)
 AB0827
 AB0827'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0015 ***********************************************************************
 CT0015  DESIGNATION -  D 11
 CT0015  PID         -  CT0015
 CT0015  STATE/COUNTY-  TX/PALO PINTO
 CT0015  USGS QUAD   -  BRAZOS EAST (1984)
 CT0015
 CT0015                         *CURRENT SURVEY CONTROL
 CT0015  ___________________________________________________________________
 CT0015* NAD 83(1986)-  32 39 50.     (N)    098 07 26.     (W)     SCALED    
 CT0015* NAVD 88     -       246.439  (meters)     808.53   (feet)  POSTED    
 CT0015  ___________________________________________________________________
 CT0015  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CT0015  DYNAMIC HT  -         246.140 (meters)     807.54  (feet)  COMP
 CT0015  MODELED GRAV-     979,408.8   (mgal)                       NAVD 88
 CT0015
 CT0015  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0015
 CT0015.The horizontal coordinates were scaled from a topographic map and have
 CT0015.an estimated accuracy of +/- 6 seconds.
 CT0015
 CT0015.The orthometric height was determined by differential leveling
 CT0015.and adjusted by the National Geodetic Survey in 1992..
 CT0015.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0015.rate of 0.0 thru 1.0 mm/km.
 CT0015
 CT0015.The geoid height was determined by GEOID03.
 CT0015
 CT0015.The dynamic height is computed by dividing the NAVD 88
 CT0015.geopotential number by the normal gravity value computed on the
 CT0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0015.degrees latitude (g = 980.6199 gals.).
 CT0015
 CT0015.The modeled gravity was interpolated from observed gravity values.
 CT0015
 CT0015;                    North         East    Units  Estimated Accuracy
 CT0015;SPC TXNC     - 2,110,650.      635,280.      MT  (+/- 180 meters Scaled)
 CT0015
 CT0015                          SUPERSEDED SURVEY CONTROL
 CT0015
 CT0015.No superseded survey control is available for this station.
 CT0015
 CT0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB821143(NAD 83)
 CT0015_MARKER: P = PIPE CAP
 CT0015_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0015_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0015_STAMPING: D 11
 CT0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0015
 CT0015  HISTORY     - Date     Condition        Report By
 CT0015  HISTORY     - UNK      MONUMENTED       CGS
 CT0015  HISTORY     - 1910     GOOD             NGS
 CT0015  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0015
 CT0015                          STATION DESCRIPTION
 CT0015
 CT0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1910
 CT0015'IN BRAZOS.
 CT0015'AT BRAZOS, PALO PINTO CO., IN FRONT OF THE DEPOT, 1 METER SOUTH OF THE
 CT0015'NORTH FENCE, ON THE TEXAS AND PACIFIC RAILWAY RIGHT OF WAY.  AN IRON
 CT0015'PIPE.  NOTE-- BM IS ON THE EDGE OF A SMALL RD TO THE SECTION HOUSE AND
 CT0015'PROJECTS FIVE INCHES.
 CT0015
 CT0015                          STATION RECOVERY (2002)
 CT0015
 CT0015'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0016 ***********************************************************************
 CT0016  DESIGNATION -  D 11 RESET 1947
 CT0016  PID         -  CT0016
 CT0016  STATE/COUNTY-  TX/PALO PINTO
 CT0016  USGS QUAD   -  BRAZOS EAST (1984)
 CT0016
 CT0016                         *CURRENT SURVEY CONTROL
 CT0016  ___________________________________________________________________
 CT0016* NAD 83(1986)-  32 39 50.     (N)    098 07 26.     (W)     SCALED    
 CT0016* NAVD 88     -       246.528  (meters)     808.82   (feet)  ADJUSTED  
 CT0016  ___________________________________________________________________
 CT0016  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CT0016  DYNAMIC HT  -         246.226 (meters)     807.83  (feet)  COMP
 CT0016  MODELED GRAV-     979,408.8   (mgal)                       NAVD 88
 CT0016
 CT0016  VERT ORDER  -  FIRST     CLASS II
 CT0016
 CT0016.The horizontal coordinates were scaled from a topographic map and have
 CT0016.an estimated accuracy of +/- 6 seconds.
 CT0016
 CT0016.The orthometric height was determined by differential leveling
 CT0016.and adjusted by the National Geodetic Survey in June 1991..
 CT0016
 CT0016.The geoid height was determined by GEOID03.
 CT0016
 CT0016.The dynamic height is computed by dividing the NAVD 88
 CT0016.geopotential number by the normal gravity value computed on the
 CT0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0016.degrees latitude (g = 980.6199 gals.).
 CT0016
 CT0016.The modeled gravity was interpolated from observed gravity values.
 CT0016
 CT0016;                    North         East    Units  Estimated Accuracy
 CT0016;SPC TXNC     - 2,110,650.      635,280.      MT  (+/- 180 meters Scaled)
 CT0016
 CT0016                          SUPERSEDED SURVEY CONTROL
 CT0016
 CT0016  NGVD 29 (??/??/92)  246.444  (m)          808.54   (f) ADJ UNCH    1 2
 CT0016
 CT0016.Superseded values are not recommended for survey control.
 CT0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0016.See file dsdata.txt to determine how the superseded data were derived.
 CT0016
 CT0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB821143(NAD 83)
 CT0016_MARKER: P = PIPE CAP
 CT0016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0016_STAMPING: D 11 RESET
 CT0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0016
 CT0016  HISTORY     - Date     Condition        Report By
 CT0016  HISTORY     - 1947     MONUMENTED       CGS
 CT0016  HISTORY     - 1955     GOOD             NGS
 CT0016  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0016
 CT0016                          STATION DESCRIPTION
 CT0016
 CT0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CT0016'IN BRAZOS.
 CT0016'AT BRAZOS, 0.2 MILE NORTHEAST OF THE TEXAS AND PACIFIC RAILROAD
 CT0016'STATION SIGN, 211 FEET NORTHWEST OF THE WEST CORNER OF A STORE AND
 CT0016'POST OFFICE, 46 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 CT0016'TRACK, 16 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 5.5
 CT0016'FEET NORTHEAST OF A TELEPHONE POLE, 1.6 FEET SOUTHWEST OF A WITNESS
 CT0016'POST, SCREWED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE
 CT0016'THE GROUND.
 CT0016
 CT0016                          STATION RECOVERY (1983)
 CT0016
 CT0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0070 ***********************************************************************
 CE0070  DESIGNATION -  D 110
 CE0070  PID         -  CE0070
 CE0070  STATE/COUNTY-  TX/EL PASO
 CE0070  USGS QUAD   -  EL PASO (1997)
 CE0070
 CE0070                         *CURRENT SURVEY CONTROL
 CE0070  ___________________________________________________________________
 CE0070* NAD 83(1986)-  31 48 36.     (N)    106 26 29.     (W)     SCALED    
 CE0070* NAVD 88     -      1181.559  (meters)    3876.50   (feet)  ADJUSTED  
 CE0070  ___________________________________________________________________
 CE0070  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CE0070  DYNAMIC HT  -        1179.765 (meters)    3870.61  (feet)  COMP
 CE0070  MODELED GRAV-     979,080.9   (mgal)                       NAVD 88
 CE0070
 CE0070  VERT ORDER  -  FIRST     CLASS I
 CE0070
 CE0070.The horizontal coordinates were scaled from a topographic map and have
 CE0070.an estimated accuracy of +/- 6 seconds.
 CE0070
 CE0070.The orthometric height was determined by differential leveling
 CE0070.and adjusted by the National Geodetic Survey in November 1996..
 CE0070
 CE0070.The geoid height was determined by GEOID03.
 CE0070
 CE0070.The dynamic height is computed by dividing the NAVD 88
 CE0070.geopotential number by the normal gravity value computed on the
 CE0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0070.degrees latitude (g = 980.6199 gals.).
 CE0070
 CE0070.The modeled gravity was interpolated from observed gravity values.
 CE0070
 CE0070;                    North         East    Units  Estimated Accuracy
 CE0070;SPC TX C     - 3,253,480.      121,950.      MT  (+/- 180 meters Scaled)
 CE0070
 CE0070                          SUPERSEDED SURVEY CONTROL
 CE0070
 CE0070  NAVD 88 (06/15/91) 1181.579  (m)         3876.56   (f) UNKNOWN     1 1
 CE0070  NGVD 29 (??/??/92) 1181.008  (m)         3874.69   (f) ADJ UNCH    1 1
 CE0070
 CE0070.Superseded values are not recommended for survey control.
 CE0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0070.See file dsdata.txt to determine how the superseded data were derived.
 CE0070
 CE0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR635202(NAD 83)
 CE0070_MARKER: DB = BENCH MARK DISK
 CE0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0070_SP_SET: CONCRETE POST
 CE0070_STAMPING: D 110 1932 3874.548
 CE0070_MARK LOGO: CGS   
 CE0070_PROJECTION: PROJECTING 5 CENTIMETERS
 CE0070_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0070+STABILITY: SURFACE MOTION
 CE0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0070+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 CE0070
 CE0070  HISTORY     - Date     Condition        Report By
 CE0070  HISTORY     - 1932     MONUMENTED       CGS
 CE0070  HISTORY     - 1954     GOOD             NGS
 CE0070  HISTORY     - 1978     GOOD             USGS
 CE0070  HISTORY     - 1981     GOOD             NGS
 CE0070  HISTORY     - 19921119 GOOD             NGS
 CE0070
 CE0070                          STATION DESCRIPTION
 CE0070
 CE0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CE0070'5.1 MI NE FROM EL PASO.
 CE0070'5.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0070'STATION AT EL PASO, 4.5 FEET EAST OF MILEPOST 1301, 270 FEET NORTH OF
 CE0070'THE CENTER OF THE CROSSING OF TOMKINS AVENUE, 40 FEET WEST OF THE WEST
 CE0070'RAIL, 3 FEET NORTH OF OF WITNESS POST, SET IN THE TOP OF A CONCRETE
 CE0070'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CE0070
 CE0070                          STATION RECOVERY (1978)
 CE0070
 CE0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CE0070'5.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM UNION
 CE0070'STATION AT EL PASO COUNTY, 51 FEET NORTHEAST AND 135 FEET SOUTHEAST
 CE0070'OF MCKINLEY AND THE NORTH BOUND LANE OF GATEWAY NORTH HIGHWAY, 4.5
 CE0070'FEET EAST OF MILEPOST 1301, 40 FEET WES TOF THE WEST RAIL. A STANDARD
 CE0070'DISK, STAMPED '3874.548 D 110 1932', AND SET IN THE TOP OF A CONCRETE
 CE0070'PSOT PROJECTING 0.2 FOOT ABOVE THE GRUND. (GATEWAY NORTH AND SOUTH IS
 CE0070'A NEW HIGHWAY UNDER CONSTRUCTION AT THIS LOCATION. BENCH MARK IS IN A
 CE0070'SAFE LOCATION AND SHOW NOT BE DISTURBED)
 CE0070
 CE0070                          STATION RECOVERY (1981)
 CE0070
 CE0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0070'THE MARK IS 0.9 M BELOW THE TRACKS.
 CE0070'8.2 KM (5.1 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CE0070'THEUNION STATION IN EL PASO, 0.3 KM (0.2 MI)
 CE0070'SOUTHWEST OF THE MEIGGS ROAD CROSSING, 41.1 METERS (135.0 FT)
 CE0070'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF MCKINLEY AVENUE
 CE0070'AND THE NORTH BOUND LANES OF GATE WAY NORTH, 29.9 METERS (98.0 FT)
 CE0070'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF GATEWAY NORTH,
 CE0070'12.2 METERS (40.0 FT) WEST OF THE NEAR RAIL AND 1.3 METERS (4.5 FT)
 CE0070'EAST OF MILEPOST 1301.
 CE0070'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CE0070
 CE0070                          STATION RECOVERY (1992)
 CE0070
 CE0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0070'8.2 KM (5.10 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0070'FROM THE UNION PASSENGER STATION IN EL PASO, 0.3 KM (0.20 MI) SOUTH
 CE0070'OF THE INTERSECTION OF FORREST ROAD, 31.1 M (102.0 FT) EAST OF THE
 CE0070'EAST CURB OF STATE HIGHWAY 54, 12.2 M (40.0 FT) WEST OF THE NEAR
 CE0070'RAIL, 5.7 M (18.7 FT) WEST OF RAILROAD MILEPOST 1301, 1.3 M (4.3 FT)
 CE0070'EAST OF A UTILITY POLE, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, 0.3 M
 CE0070'(1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.05
 CE0070'M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0486 ***********************************************************************
 CC0486  DESIGNATION -  D 1101
 CC0486  PID         -  CC0486
 CC0486  STATE/COUNTY-  TX/REEVES
 CC0486  USGS QUAD   -  ORLA SE (1961)
 CC0486
 CC0486                         *CURRENT SURVEY CONTROL
 CC0486  ___________________________________________________________________
 CC0486* NAD 83(1986)-  31 46 59.     (N)    103 48 22.     (W)     SCALED    
 CC0486* NAVD 88     -       835.087  (meters)    2739.78   (feet)  ADJUSTED  
 CC0486  ___________________________________________________________________
 CC0486  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CC0486  DYNAMIC HT  -         833.847 (meters)    2735.71  (feet)  COMP
 CC0486  MODELED GRAV-     979,128.3   (mgal)                       NAVD 88
 CC0486
 CC0486  VERT ORDER  -  FIRST     CLASS II
 CC0486
 CC0486.The horizontal coordinates were scaled from a topographic map and have
 CC0486.an estimated accuracy of +/- 6 seconds.
 CC0486
 CC0486.The orthometric height was determined by differential leveling
 CC0486.and adjusted by the National Geodetic Survey in June 1991..
 CC0486
 CC0486.The geoid height was determined by GEOID03.
 CC0486
 CC0486.The dynamic height is computed by dividing the NAVD 88
 CC0486.geopotential number by the normal gravity value computed on the
 CC0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0486.degrees latitude (g = 980.6199 gals.).
 CC0486
 CC0486.The modeled gravity was interpolated from observed gravity values.
 CC0486
 CC0486;                    North         East    Units  Estimated Accuracy
 CC0486;SPC TX C     - 3,239,760.      371,140.      MT  (+/- 180 meters Scaled)
 CC0486
 CC0486                          SUPERSEDED SURVEY CONTROL
 CC0486
 CC0486  NGVD 29 (??/??/92)  834.641  (m)         2738.32   (f) ADJ UNCH    1 2
 CC0486
 CC0486.Superseded values are not recommended for survey control.
 CC0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0486.See file dsdata.txt to determine how the superseded data were derived.
 CC0486
 CC0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR130170(NAD 83)
 CC0486_MARKER: DB = BENCH MARK DISK
 CC0486_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0486_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0486_STAMPING: D 1101 1957
 CC0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0486
 CC0486  HISTORY     - Date     Condition        Report By
 CC0486  HISTORY     - 1957     MONUMENTED       CGS
 CC0486
 CC0486                          STATION DESCRIPTION
 CC0486
 CC0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0486'7.2 MI SE FROM ORLA.
 CC0486'ABOUT 7.2 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0486'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 19 1/2 FEET NORTH OF
 CC0486'THE 1ST POLE SOUTH OF MILEPOST 238, 30 FEET WEST OF THE WEST RAIL,
 CC0486'DIRECTLY IN LINE WITH A ROW OF POLES, 2 FEET SOUTH OF A WHITE WOODEN
 CC0486'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND BRAZED ON THE TOP OF A
 CC0486'3-INCH IRON PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0111 ***********************************************************************
 BP0111  DESIGNATION -  D 1102
 BP0111  PID         -  BP0111
 BP0111  STATE/COUNTY-  TX/BREWSTER
 BP0111  USGS QUAD   -  TESNUS (1968)
 BP0111
 BP0111                         *CURRENT SURVEY CONTROL
 BP0111  ___________________________________________________________________
 BP0111* NAD 83(1986)-  30 06 30.     (N)    102 57 52.     (W)     SCALED    
 BP0111* NAVD 88     -      1178.638  (meters)    3866.91   (feet)  ADJUSTED  
 BP0111  ___________________________________________________________________
 BP0111  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BP0111  DYNAMIC HT  -        1176.733 (meters)    3860.66  (feet)  COMP
 BP0111  MODELED GRAV-     978,984.8   (mgal)                       NAVD 88
 BP0111
 BP0111  VERT ORDER  -  FIRST     CLASS II
 BP0111
 BP0111.The horizontal coordinates were scaled from a topographic map and have
 BP0111.an estimated accuracy of +/- 6 seconds.
 BP0111
 BP0111.The orthometric height was determined by differential leveling
 BP0111.and adjusted by the National Geodetic Survey in June 1991..
 BP0111
 BP0111.The geoid height was determined by GEOID03.
 BP0111
 BP0111.The dynamic height is computed by dividing the NAVD 88
 BP0111.geopotential number by the normal gravity value computed on the
 BP0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0111.degrees latitude (g = 980.6199 gals.).
 BP0111
 BP0111.The modeled gravity was interpolated from observed gravity values.
 BP0111
 BP0111;                    North         East    Units  Estimated Accuracy
 BP0111;SPC TXSC     - 4,258,610.      217,990.      MT  (+/- 180 meters Scaled)
 BP0111
 BP0111                          SUPERSEDED SURVEY CONTROL
 BP0111
 BP0111  NGVD 29 (??/??/92) 1178.285  (m)         3865.76   (f) ADJ UNCH    1 2
 BP0111
 BP0111.Superseded values are not recommended for survey control.
 BP0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0111.See file dsdata.txt to determine how the superseded data were derived.
 BP0111
 BP0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP961325(NAD 83)
 BP0111_MARKER: DB = BENCH MARK DISK
 BP0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0111_STAMPING: D 1102 1957
 BP0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0111+STABILITY: SURFACE MOTION
 BP0111
 BP0111  HISTORY     - Date     Condition        Report By
 BP0111  HISTORY     - 1957     MONUMENTED       CGS
 BP0111
 BP0111                          STATION DESCRIPTION
 BP0111
 BP0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0111'20.0 MI SE FROM MARATHON.
 BP0111'ABOUT 20.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0111'FROM THE STATION AT MARATHON, 15 FEET SOUTH OF THE 1ST POLE WEST OF
 BP0111'MILEPOST 556, 56 FEET SOUTH OF THE SOUTH RAIL, 8 FEET SOUTH OF THE
 BP0111'SOUTH RIGHT OF WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 BP0111'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0111'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0267 ***********************************************************************
 BP0267  DESIGNATION -  D 1103
 BP0267  PID         -  BP0267
 BP0267  STATE/COUNTY-  TX/BREWSTER
 BP0267  USGS QUAD   -  ALTUDA (1983)
 BP0267
 BP0267                         *CURRENT SURVEY CONTROL
 BP0267  ___________________________________________________________________
 BP0267* NAD 83(1986)-  30 17 02.     (N)    103 27 03.     (W)     SCALED    
 BP0267* NAVD 88     -      1397.516  (meters)    4585.02   (feet)  ADJUSTED  
 BP0267  ___________________________________________________________________
 BP0267  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0267  DYNAMIC HT  -        1395.213 (meters)    4577.46  (feet)  COMP
 BP0267  MODELED GRAV-     978,944.1   (mgal)                       NAVD 88
 BP0267
 BP0267  VERT ORDER  -  FIRST     CLASS II
 BP0267
 BP0267.The horizontal coordinates were scaled from a topographic map and have
 BP0267.an estimated accuracy of +/- 6 seconds.
 BP0267
 BP0267.The orthometric height was determined by differential leveling
 BP0267.and adjusted by the National Geodetic Survey in June 1991..
 BP0267
 BP0267.The geoid height was determined by GEOID03.
 BP0267
 BP0267.The dynamic height is computed by dividing the NAVD 88
 BP0267.geopotential number by the normal gravity value computed on the
 BP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0267.degrees latitude (g = 980.6199 gals.).
 BP0267
 BP0267.The modeled gravity was interpolated from observed gravity values.
 BP0267
 BP0267;                    North         East    Units  Estimated Accuracy
 BP0267;SPC TXSC     - 4,279,750.      171,890.      MT  (+/- 180 meters Scaled)
 BP0267
 BP0267                          SUPERSEDED SURVEY CONTROL
 BP0267
 BP0267  NGVD 29 (??/??/92) 1397.046  (m)         4583.48   (f) ADJ UNCH    1 2
 BP0267
 BP0267.Superseded values are not recommended for survey control.
 BP0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0267.See file dsdata.txt to determine how the superseded data were derived.
 BP0267
 BP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP489512(NAD 83)
 BP0267_MARKER: DB = BENCH MARK DISK
 BP0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0267_STAMPING: D 1103 1957
 BP0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0267+STABILITY: SURFACE MOTION
 BP0267
 BP0267  HISTORY     - Date     Condition        Report By
 BP0267  HISTORY     - 1957     MONUMENTED       CGS
 BP0267
 BP0267                          STATION DESCRIPTION
 BP0267
 BP0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0267'14.0 MI NW FROM MARATHON.
 BP0267'ABOUT 14.0 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0267'FROM THE STATION AT MARATHON, 73 FEET NORTHEAST OF AND ACROSS THE
 BP0267'TRACK FROM THE 1ST POLE NORTHWEST OF MILEPOST 590, 51 FEET NORTHEAST
 BP0267'OF THE NORTHEAST RAIL, 4 FEET NORTHEAST OF THE NORTHEAST RIGHT OF WAY
 BP0267'FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 BP0267'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0267'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0118 ***********************************************************************
 BQ0118  DESIGNATION -  D 1104
 BQ0118  PID         -  BQ0118
 BQ0118  STATE/COUNTY-  TX/PRESIDIO
 BQ0118  USGS QUAD   -  MARFA (1983)
 BQ0118
 BQ0118                         *CURRENT SURVEY CONTROL
 BQ0118  ___________________________________________________________________
 BQ0118* NAD 83(1986)-  30 18 39.     (N)    104 02 27.     (W)     SCALED    
 BQ0118* NAVD 88     -      1440.867  (meters)    4727.24   (feet)  ADJUSTED  
 BQ0118  ___________________________________________________________________
 BQ0118  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BQ0118  DYNAMIC HT  -        1438.460 (meters)    4719.35  (feet)  COMP
 BQ0118  MODELED GRAV-     978,921.0   (mgal)                       NAVD 88
 BQ0118
 BQ0118  VERT ORDER  -  FIRST     CLASS II
 BQ0118
 BQ0118.The horizontal coordinates were scaled from a topographic map and have
 BQ0118.an estimated accuracy of +/- 6 seconds.
 BQ0118
 BQ0118.The orthometric height was determined by differential leveling
 BQ0118.and adjusted by the National Geodetic Survey in June 1991..
 BQ0118
 BQ0118.The geoid height was determined by GEOID03.
 BQ0118
 BQ0118.The dynamic height is computed by dividing the NAVD 88
 BQ0118.geopotential number by the normal gravity value computed on the
 BQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0118.degrees latitude (g = 980.6199 gals.).
 BQ0118
 BQ0118.The modeled gravity was interpolated from observed gravity values.
 BQ0118
 BQ0118;                    North         East    Units  Estimated Accuracy
 BQ0118;SPC TXSC     - 4,285,030.      115,300.      MT  (+/- 180 meters Scaled)
 BQ0118
 BQ0118                          SUPERSEDED SURVEY CONTROL
 BQ0118
 BQ0118  NGVD 29 (??/??/92) 1440.276  (m)         4725.31   (f) ADJ UNCH    1 2
 BQ0118
 BQ0118.Superseded values are not recommended for survey control.
 BQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0118.See file dsdata.txt to determine how the superseded data were derived.
 BQ0118
 BQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP922536(NAD 83)
 BQ0118_MARKER: DB = BENCH MARK DISK
 BQ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0118_STAMPING: D 1104 1957
 BQ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0118+STABILITY: SURFACE MOTION
 BQ0118
 BQ0118  HISTORY     - Date     Condition        Report By
 BQ0118  HISTORY     - 1957     MONUMENTED       CGS
 BQ0118  HISTORY     - 19961009 GOOD             USPSQD
 BQ0118
 BQ0118                          STATION DESCRIPTION
 BQ0118
 BQ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0118'1.3 MI W FROM MARFA.
 BQ0118'ABOUT 1.3 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BQ0118'STATION AT MARFA, 95 1/2 FEET NORTH OF THE 1ST POLE EAST OF MILEPOST
 BQ0118'634, 47 1/2 FEET NORTH OF THE NORTH RAIL, 80 FEET NORTHWEST OF THE
 BQ0118'CENTER OF A ROAD CROSSING, 61 FEET WEST OF THE CENTER LINE OF A DIRT
 BQ0118'ROAD, 27 FEET WEST OF A FENCE CORNER, 20 FEET NORTHEAST OF A TELEPHONE
 BQ0118'POLE, 2 FEET SOUTH OF A FENCE, 2 1/2 FEET WEST OF A WHITE WOODEN
 BQ0118'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 BQ0118'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0118
 BQ0118                          STATION RECOVERY (1996)
 BQ0118
 BQ0118'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0128 ***********************************************************************
 BQ0128  DESIGNATION -  D 1105
 BQ0128  PID         -  BQ0128
 BQ0128  STATE/COUNTY-  TX/PRESIDIO
 BQ0128  USGS QUAD   -  MARFA (1983)
 BQ0128
 BQ0128                         *CURRENT SURVEY CONTROL
 BQ0128  ___________________________________________________________________
 BQ0128* NAD 83(1986)-  30 22 05.     (N)    104 00 39.     (W)     SCALED    
 BQ0128* NAVD 88     -      1473.013  (meters)    4832.71   (feet)  ADJUSTED  
 BQ0128  ___________________________________________________________________
 BQ0128  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 BQ0128  DYNAMIC HT  -        1470.556 (meters)    4824.65  (feet)  COMP
 BQ0128  MODELED GRAV-     978,921.7   (mgal)                       NAVD 88
 BQ0128
 BQ0128  VERT ORDER  -  FIRST     CLASS II
 BQ0128
 BQ0128.This mark is at Marfa Muni (MRF) Airport (MRF)
 BQ0128
 BQ0128.The horizontal coordinates were scaled from a topographic map and have
 BQ0128.an estimated accuracy of +/- 6 seconds.
 BQ0128
 BQ0128.The orthometric height was determined by differential leveling
 BQ0128.and adjusted by the National Geodetic Survey in June 1991..
 BQ0128
 BQ0128.The geoid height was determined by GEOID03.
 BQ0128
 BQ0128.The dynamic height is computed by dividing the NAVD 88
 BQ0128.geopotential number by the normal gravity value computed on the
 BQ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0128.degrees latitude (g = 980.6199 gals.).
 BQ0128
 BQ0128.The modeled gravity was interpolated from observed gravity values.
 BQ0128
 BQ0128;                    North         East    Units  Estimated Accuracy
 BQ0128;SPC TXSC     - 4,291,250.      118,450.      MT  (+/- 180 meters Scaled)
 BQ0128
 BQ0128                          SUPERSEDED SURVEY CONTROL
 BQ0128
 BQ0128  NGVD 29 (??/??/92) 1472.424  (m)         4830.78   (f) ADJ UNCH    1 2
 BQ0128
 BQ0128.Superseded values are not recommended for survey control.
 BQ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0128.See file dsdata.txt to determine how the superseded data were derived.
 BQ0128
 BQ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP950599(NAD 83)
 BQ0128_MARKER: DB = BENCH MARK DISK
 BQ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0128_STAMPING: D 1105 1957
 BQ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0128+STABILITY: SURFACE MOTION
 BQ0128
 BQ0128  HISTORY     - Date     Condition        Report By
 BQ0128  HISTORY     - 1957     MONUMENTED       CGS
 BQ0128  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0128  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0128  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0128
 BQ0128                          STATION DESCRIPTION
 BQ0128
 BQ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0128'4.25 MI N FROM MARFA.
 BQ0128'ABOUT 4.1 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE TEXAS AND NEW
 BQ0128'ORLEANS RAILROAD STATION AT MARFA, THENCE 0.15 MILE WEST ALONG A
 BQ0128'GRAVELED ROAD TO THE MOST WESTERLY ONE OF TWO HANGARS, 338 FEET
 BQ0128'EAST-NORTHEAST OF THE CENTER LINE OF AN ASPHALT TAXIWAY, 77 FEET
 BQ0128'NORTHEAST OF THE NORTH CORNER OF A TIN HANGAR, 12 1/2 FEET NORTHEAST
 BQ0128'OF A FENCE CORNER, 2 1/2 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST
 BQ0128'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BQ0128'PROJECTING 6 INCHES.
 BQ0128
 BQ0128                          STATION RECOVERY (1966)
 BQ0128
 BQ0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0128'MARK NOT FOUND.
 BQ0128
 BQ0128                          STATION RECOVERY (1981)
 BQ0128
 BQ0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0128'NOTE=THERE HAS BEEN GRADING AT THIS LOCATION.
 BQ0128
 BQ0128                          STATION RECOVERY (1996)
 BQ0128
 BQ0128'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0039 ***********************************************************************
 BP0039  DESIGNATION -  D 1106
 BP0039  PID         -  BP0039
 BP0039  STATE/COUNTY-  TX/TERRELL
 BP0039  USGS QUAD   -  SANDERSON (1969)
 BP0039
 BP0039                         *CURRENT SURVEY CONTROL
 BP0039  ___________________________________________________________________
 BP0039* NAD 83(1986)-  30 08 54.     (N)    102 26 56.     (W)     SCALED    
 BP0039* NAVD 88     -       884.716  (meters)    2902.61   (feet)  ADJUSTED  
 BP0039  ___________________________________________________________________
 BP0039  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 BP0039  DYNAMIC HT  -         883.345 (meters)    2898.11  (feet)  COMP
 BP0039  MODELED GRAV-     979,062.8   (mgal)                       NAVD 88
 BP0039
 BP0039  VERT ORDER  -  FIRST     CLASS II
 BP0039
 BP0039.The horizontal coordinates were scaled from a topographic map and have
 BP0039.an estimated accuracy of +/- 6 seconds.
 BP0039
 BP0039.The orthometric height was determined by differential leveling
 BP0039.and adjusted by the National Geodetic Survey in June 1991..
 BP0039.WARNING-Repeat measurements at this control monument indicate possible
 BP0039.vertical movement.
 BP0039
 BP0039.The geoid height was determined by GEOID03.
 BP0039
 BP0039.The dynamic height is computed by dividing the NAVD 88
 BP0039.geopotential number by the normal gravity value computed on the
 BP0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0039.degrees latitude (g = 980.6199 gals.).
 BP0039
 BP0039.The modeled gravity was interpolated from observed gravity values.
 BP0039
 BP0039;                    North         East    Units  Estimated Accuracy
 BP0039;SPC TXSC     - 4,261,470.      267,790.      MT  (+/- 180 meters Scaled)
 BP0039
 BP0039                          SUPERSEDED SURVEY CONTROL
 BP0039
 BP0039  NGVD 29 (??/??/92)  884.441  (m)         2901.70   (f) ADJ UNCH    1 2
 BP0039
 BP0039.Superseded values are not recommended for survey control.
 BP0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0039.See file dsdata.txt to determine how the superseded data were derived.
 BP0039
 BP0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP457379(NAD 83)
 BP0039_MARKER: DB = BENCH MARK DISK
 BP0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0039_SP_SET: ABUTMENT
 BP0039_STAMPING: D 1106 1957
 BP0039_MARK LOGO: CGS   
 BP0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0039
 BP0039  HISTORY     - Date     Condition        Report By
 BP0039  HISTORY     - 1957     MONUMENTED       CGS
 BP0039  HISTORY     - 1981     GOOD             NGS
 BP0039
 BP0039                          STATION DESCRIPTION
 BP0039
 BP0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0039'3.1 MI W FROM SANDERSON.
 BP0039'ABOUT 3.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0039'STATION AT SANDERSON, 1/2 POLE EAST OF MILEPOST 519, IN THE TOP OF THE
 BP0039'NORTH END OF THE WEST CONCRETE ABUTMENT OF TRESTLE NUMBER 518.96, 4
 BP0039'FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 BP0039'TRACK.
 BP0039
 BP0039                          STATION RECOVERY (1981)
 BP0039
 BP0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0039'5.0 KM (3.1 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0039'RAILROAD STATION IN SANDERSON, 1.0 KM (0.6 MI) WEST OF A GRAVELED ROAD
 BP0039'CROSSING, IN TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A
 BP0039'RAILROAD TRESTLE, 83.2 METERS (273.0 FT) EAST-SOUTHEAST OF MILEPOST
 BP0039'519, 46.9 METERS (153.9 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 BP0039'HIGHWAY 90 AND 1.2 METERS (4.0 FT) NORTH OF THE NEAR RAIL.
 BP0039'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0072 ***********************************************************************
 BP0072  DESIGNATION -  D 1107
 BP0072  PID         -  BP0072
 BP0072  STATE/COUNTY-  TX/TERRELL
 BP0072  USGS QUAD   -  MOFETA (1969)
 BP0072
 BP0072                         *CURRENT SURVEY CONTROL
 BP0072  ___________________________________________________________________
 BP0072* NAD 83(1986)-  30 03 07.     (N)    102 09 23.     (W)     SCALED    
 BP0072* NAVD 88     -       666.920  (meters)    2188.05   (feet)  ADJUSTED  
 BP0072  ___________________________________________________________________
 BP0072  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BP0072  DYNAMIC HT  -         665.912 (meters)    2184.75  (feet)  COMP
 BP0072  MODELED GRAV-     979,109.6   (mgal)                       NAVD 88
 BP0072
 BP0072  VERT ORDER  -  FIRST     CLASS II
 BP0072
 BP0072.The horizontal coordinates were scaled from a topographic map and have
 BP0072.an estimated accuracy of +/- 6 seconds.
 BP0072
 BP0072.The orthometric height was determined by differential leveling
 BP0072.and adjusted by the National Geodetic Survey in June 1991..
 BP0072
 BP0072.The geoid height was determined by GEOID03.
 BP0072
 BP0072.The dynamic height is computed by dividing the NAVD 88
 BP0072.geopotential number by the normal gravity value computed on the
 BP0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0072.degrees latitude (g = 980.6199 gals.).
 BP0072
 BP0072.The modeled gravity was interpolated from observed gravity values.
 BP0072
 BP0072;                    North         East    Units  Estimated Accuracy
 BP0072;SPC TXSC     - 4,249,990.      295,670.      MT  (+/- 180 meters Scaled)
 BP0072
 BP0072                          SUPERSEDED SURVEY CONTROL
 BP0072
 BP0072  NGVD 29 (??/??/92)  666.721  (m)         2187.40   (f) ADJ UNCH    1 2
 BP0072
 BP0072.Superseded values are not recommended for survey control.
 BP0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0072.See file dsdata.txt to determine how the superseded data were derived.
 BP0072
 BP0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP741279(NAD 83)
 BP0072_MARKER: DB = BENCH MARK DISK
 BP0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0072_SP_SET: PIER
 BP0072_STAMPING: D 1107 1957
 BP0072_MARK LOGO: CGS   
 BP0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0072
 BP0072  HISTORY     - Date     Condition        Report By
 BP0072  HISTORY     - 1957     MONUMENTED       CGS
 BP0072  HISTORY     - 1958     GOOD             NGS
 BP0072  HISTORY     - 1969     MARK NOT FOUND   USGS
 BP0072  HISTORY     - 1981     GOOD             NGS
 BP0072
 BP0072                          STATION DESCRIPTION
 BP0072
 BP0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0072'2.55 MI NW FROM DRYDEN.
 BP0072'ABOUT 2.55 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0072'FROM THE STATION AT DRYDEN, 8 POLES-EAST OF MILEPOST 488, IN THE TOP
 BP0072'OF THE SOUTH END OF THE 1ST CONCRETE PIER EAST OF THE WEST ABUTMENT OF
 BP0072'A BRIDGE, 5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 4 FEET BELOW THE
 BP0072'LEVEL OF THE TRACK.
 BP0072
 BP0072                          STATION RECOVERY (1969)
 BP0072
 BP0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BP0072'MARK NOT FOUND.
 BP0072
 BP0072                          STATION RECOVERY (1981)
 BP0072
 BP0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0072'4.2 KM (2.6 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BP0072'DRYDEN, 0.4 KM (0.25 MI) EAST OF RAILROAD MILEPOST 488, IN THE TOP OF
 BP0072'THE SOUTH END OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF SOUTHERN
 BP0072'PACIFIC RAILROAD BRIDGE NUMBER 487.90 AND 1.5 METERS (4.9 FT) SOUTH
 BP0072'OF THE NEAR RAIL.
 BP0072'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0587 ***********************************************************************
 CD0587  DESIGNATION -  D 1108
 CD0587  PID         -  CD0587
 CD0587  STATE/COUNTY-  TX/HUDSPETH
 CD0587  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0587
 CD0587                         *CURRENT SURVEY CONTROL
 CD0587  ___________________________________________________________________
 CD0587* NAD 83(1986)-  31 05 57.     (N)    105 11 40.     (W)     SCALED    
 CD0587* NAVD 88     -      1316.020  (meters)    4317.64   (feet)  ADJUSTED  
 CD0587  ___________________________________________________________________
 CD0587  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 CD0587  DYNAMIC HT  -        1313.923 (meters)    4310.76  (feet)  COMP
 CD0587  MODELED GRAV-     979,001.1   (mgal)                       NAVD 88
 CD0587
 CD0587  VERT ORDER  -  FIRST     CLASS II
 CD0587
 CD0587.The horizontal coordinates were scaled from a topographic map and have
 CD0587.an estimated accuracy of +/- 6 seconds.
 CD0587
 CD0587.The orthometric height was determined by differential leveling
 CD0587.and adjusted by the National Geodetic Survey in June 1991..
 CD0587
 CD0587.The geoid height was determined by GEOID03.
 CD0587
 CD0587.The dynamic height is computed by dividing the NAVD 88
 CD0587.geopotential number by the normal gravity value computed on the
 CD0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0587.degrees latitude (g = 980.6199 gals.).
 CD0587
 CD0587.The modeled gravity was interpolated from observed gravity values.
 CD0587
 CD0587;                    North         East    Units  Estimated Accuracy
 CD0587;SPC TX C     - 3,168,930.      236,430.      MT  (+/- 180 meters Scaled)
 CD0587
 CD0587                          SUPERSEDED SURVEY CONTROL
 CD0587
 CD0587  NGVD 29 (??/??/92) 1315.452  (m)         4315.78   (f) ADJ UNCH    1 2
 CD0587
 CD0587.Superseded values are not recommended for survey control.
 CD0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0587.See file dsdata.txt to determine how the superseded data were derived.
 CD0587
 CD0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ814406(NAD 83)
 CD0587_MARKER: DB = BENCH MARK DISK
 CD0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0587_STAMPING: D 1108 1957
 CD0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0587+STABILITY: SURFACE MOTION
 CD0587
 CD0587  HISTORY     - Date     Condition        Report By
 CD0587  HISTORY     - 1957     MONUMENTED       CGS
 CD0587
 CD0587                          STATION DESCRIPTION
 CD0587
 CD0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0587'10.95 MI SE FROM SIERRA BLANCA.
 CD0587'ABOUT 10.95 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0587'FROM THE STATION AT SIERRA BLANCA, ABOUT 12.3 MILES NORTHWEST OF THE
 CD0587'COUNTY ROAD CROSSING AT HOT WELLS, 50 FEET SOUTH-SOUTHWEST OF MILEPOST
 CD0587'726, 92 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 5 FEET NORTH OF A
 CD0587'FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 CD0587'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CD0587'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0588 ***********************************************************************
 CD0588  DESIGNATION -  D 1109
 CD0588  PID         -  CD0588
 CD0588  STATE/COUNTY-  TX/HUDSPETH
 CD0588  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0588
 CD0588                         *CURRENT SURVEY CONTROL
 CD0588  ___________________________________________________________________
 CD0588* NAD 83(1986)-  31 05 31.     (N)    105 10 47.     (W)     SCALED    
 CD0588* NAVD 88     -      1323.626  (meters)    4342.60   (feet)  ADJUSTED  
 CD0588  ___________________________________________________________________
 CD0588  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 CD0588  DYNAMIC HT  -        1321.515 (meters)    4335.67  (feet)  COMP
 CD0588  MODELED GRAV-     979,000.0   (mgal)                       NAVD 88
 CD0588
 CD0588  VERT ORDER  -  FIRST     CLASS II
 CD0588
 CD0588.The horizontal coordinates were scaled from a topographic map and have
 CD0588.an estimated accuracy of +/- 6 seconds.
 CD0588
 CD0588.The orthometric height was determined by differential leveling
 CD0588.and adjusted by the National Geodetic Survey in June 1991..
 CD0588
 CD0588.The geoid height was determined by GEOID03.
 CD0588
 CD0588.The dynamic height is computed by dividing the NAVD 88
 CD0588.geopotential number by the normal gravity value computed on the
 CD0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0588.degrees latitude (g = 980.6199 gals.).
 CD0588
 CD0588.The modeled gravity was interpolated from observed gravity values.
 CD0588
 CD0588;                    North         East    Units  Estimated Accuracy
 CD0588;SPC TX C     - 3,168,070.      237,790.      MT  (+/- 180 meters Scaled)
 CD0588
 CD0588                          SUPERSEDED SURVEY CONTROL
 CD0588
 CD0588  NGVD 29 (??/??/92) 1323.058  (m)         4340.73   (f) ADJ UNCH    1 2
 CD0588
 CD0588.Superseded values are not recommended for survey control.
 CD0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0588.See file dsdata.txt to determine how the superseded data were derived.
 CD0588
 CD0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ828398(NAD 83)
 CD0588_MARKER: DB = BENCH MARK DISK
 CD0588_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0588_SP_SET: 26 FT.
 CD0588_STAMPING: D 1109 1957
 CD0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0588
 CD0588  HISTORY     - Date     Condition        Report By
 CD0588  HISTORY     - 1957     MONUMENTED       CGS
 CD0588
 CD0588                          STATION DESCRIPTION
 CD0588
 CD0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0588'11.3 MI NW FROM HOT WELLS.
 CD0588'ABOUT 11.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0588'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, ABOUT 11.95 MILES
 CD0588'SOUTHEAST OF THE STATION AT SIERRA BLANCA, 71 FEET SOUTHWEST OF
 CD0588'MILEPOST 725, 100 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL,36 FEET
 CD0588'NORTH-NORTHEAST OF THE CENTER LINE OF A ROAD, 4 FEET SOUTH OF A FENCE
 CD0588'3, FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CD0588'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A
 CD0588'DEPTH OF 26 FEET AND ENCASED IN 6-INCH TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0224 ***********************************************************************
 CB0224  DESIGNATION -  D 111
 CB0224  PID         -  CB0224
 CB0224  STATE/COUNTY-  TX/STERLING
 CB0224  USGS QUAD   -  STERLING CITY (1972)
 CB0224
 CB0224                         *CURRENT SURVEY CONTROL
 CB0224  ___________________________________________________________________
 CB0224* NAD 83(1986)-  31 49 20.     (N)    100 57 00.     (W)     SCALED    
 CB0224* NAVD 88     -       694.694  (meters)    2279.18   (feet)  ADJUSTED  
 CB0224  ___________________________________________________________________
 CB0224  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 CB0224  DYNAMIC HT  -         693.747 (meters)    2276.07  (feet)  COMP
 CB0224  MODELED GRAV-     979,252.9   (mgal)                       NAVD 88
 CB0224
 CB0224  VERT ORDER  -  FIRST     CLASS II
 CB0224
 CB0224.The horizontal coordinates were scaled from a topographic map and have
 CB0224.an estimated accuracy of +/- 6 seconds.
 CB0224
 CB0224.The orthometric height was determined by differential leveling
 CB0224.and adjusted by the National Geodetic Survey in June 1991..
 CB0224
 CB0224.The geoid height was determined by GEOID03.
 CB0224
 CB0224.The dynamic height is computed by dividing the NAVD 88
 CB0224.geopotential number by the normal gravity value computed on the
 CB0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0224.degrees latitude (g = 980.6199 gals.).
 CB0224
 CB0224.The modeled gravity was interpolated from observed gravity values.
 CB0224
 CB0224;                    North         East    Units  Estimated Accuracy
 CB0224;SPC TX C     - 3,239,130.      641,620.      MT  (+/- 180 meters Scaled)
 CB0224
 CB0224                          SUPERSEDED SURVEY CONTROL
 CB0224
 CB0224  NGVD 29 (??/??/92)  694.481  (m)         2278.48   (f) ADJ UNCH    1 2
 CB0224
 CB0224.Superseded values are not recommended for survey control.
 CB0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0224.See file dsdata.txt to determine how the superseded data were derived.
 CB0224
 CB0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA154223(NAD 83)
 CB0224_MARKER: DB = BENCH MARK DISK
 CB0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0224_STAMPING: D 111 1933 2278.476
 CB0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0224+STABILITY: SURFACE MOTION
 CB0224
 CB0224  HISTORY     - Date     Condition        Report By
 CB0224  HISTORY     - 1933     MONUMENTED       CGS
 CB0224  HISTORY     - 1961     GOOD             NGS
 CB0224
 CB0224                          STATION DESCRIPTION
 CB0224
 CB0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CB0224'2.65 MI SE FROM STERLING CITY.
 CB0224'2.65 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0224'AT STERLING CITY, OR 2.6 MILES SOUTHEAST ALONG THE ABANDONED GULF,
 CB0224'COLORADO AND SANTA FE RAILROAD GRADE FROM THE ABANDONED RAILROAD
 CB0224'STATION, 97 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 49 FEET
 CB0224'SOUTHWEST OF THE CENTER OF THE ABANDONED RAILRAOD GRADE, 47 FEET
 CB0224'SOUTHEAST OF A TELEPHONE POLE, 0.8 FEET NORTHEAST OF A METAL WITNESS
 CB0224'POST ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CB0224'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0225 ***********************************************************************
 CB0225  CBN         -  This is a Cooperative Base Network Control Station.
 CB0225  DESIGNATION -  D 111 RESET
 CB0225  PID         -  CB0225
 CB0225  STATE/COUNTY-  TX/STERLING
 CB0225  USGS QUAD   -  STERLING CITY (1972)
 CB0225
 CB0225                         *CURRENT SURVEY CONTROL
 CB0225  ___________________________________________________________________
 CB0225* NAD 83(1993)-  31 49 17.71982(N)    100 57 02.47897(W)     ADJUSTED  
 CB0225* NAVD 88     -       694.05   (meters)    2277.1    (feet)  RESET     
 CB0225  ___________________________________________________________________
 CB0225  X           -  -1,030,571.216 (meters)                     COMP
 CB0225  Y           -  -5,326,299.190 (meters)                     COMP
 CB0225  Z           -   3,343,991.016 (meters)                     COMP
 CB0225  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CB0225  ELLIP HEIGHT-         669.39  (meters)          (10/24/00) GPS OBS
 CB0225  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 CB0225
 CB0225  HORZ ORDER  -  B
 CB0225  VERT ORDER  -  THIRD
 CB0225  ELLP ORDER  -  FOURTH    CLASS II
 CB0225
 CB0225.The horizontal coordinates were established by GPS observations
 CB0225.and adjusted by the National Geodetic Survey in May 1994..
 CB0225
 CB0225.The orthometric height was computed from unverified reset data.
 CB0225.WARNING-GPS observations at this control monument resulted in a GPS
 CB0225.derived orthometric height which differed from the leveled height by
 CB0225.more than one decimeter (0.1 meter).
 CB0225
 CB0225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CB0225
 CB0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0225
 CB0225.The ellipsoidal height was determined by GPS observations
 CB0225.and is referenced to NAD 83.
 CB0225
 CB0225.The geoid height was determined by GEOID03.
 CB0225
 CB0225;                    North         East     Units Scale Factor Converg.
 CB0225;SPC TX C     - 3,239,056.047   641,552.720   MT  0.99998400   -0 19 04.7
 CB0225;SPC TX C     -10,626,803.05  2,104,827.55   sFT  0.99998400   -0 19 04.7
 CB0225;UTM  14      - 3,522,317.991   315,375.191   MT  1.00002040   -1 01 43.8
 CB0225
 CB0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0225!SPC TX C     -   0.99989490  x   0.99998400  =   0.99987890
 CB0225!UTM  14      -   0.99989490  x   1.00002040  =   0.99991530
 CB0225
 CB0225                          SUPERSEDED SURVEY CONTROL
 CB0225
 CB0225  ELLIP H (05/09/94)  669.42   (m)                       GP(       ) 4 2
 CB0225  NAVD 88 (07/24/98)  694.05   (m)         2277.1    (f) LEVELING    3  
 CB0225
 CB0225.Superseded values are not recommended for survey control.
 CB0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0225.See file dsdata.txt to determine how the superseded data were derived.
 CB0225
 CB0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA1537522318(NAD 83)
 CB0225_MARKER: DB = BENCH MARK DISK
 CB0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0225_SP_SET: CONCRETE POST
 CB0225_STAMPING: D 111 RESET 1969
 CB0225_MARK LOGO: CGS   
 CB0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0225+STABILITY: SURFACE MOTION
 CB0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0225+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1993
 CB0225
 CB0225  HISTORY     - Date     Condition        Report By
 CB0225  HISTORY     - 1969     MONUMENTED       CGS
 CB0225  HISTORY     - 1971     GOOD             USGS
 CB0225  HISTORY     - 19930204 GOOD             NGS
 CB0225  HISTORY     - 19991027 GOOD             TXDOT
 CB0225
 CB0225                          STATION DESCRIPTION
 CB0225
 CB0225'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0225'2.65 MI SE FROM STERLING CITY.
 CB0225'2.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM STERLING CITY, 407
 CB0225'FEET NORTHWEST OF A T-FENCE, 64 FEET SOUTHWEST OF THE CENTERLINE OF
 CB0225'THE SOUTHWEST LANE OF THE HIGHWAY, IN THE ROW FENCE.  A STANDARD DISK
 CB0225'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND STAMPED D 111
 CB0225'RESET 1969.
 CB0225
 CB0225                          STATION RECOVERY (1993)
 CB0225
 CB0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CB0225'STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHEAST OF STERLING CITY,
 CB0225'ALONG US HIGHWAY 87, ALONG THE RIGHT-OF-WAY FENCE, 168 M (551.2 FT)
 CB0225'NORTHWEST OF A MEDIAN CROSSOVER AT THE BIG COUNTRY BAR-B-QUE
 CB0225'RESTAURANT.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 CB0225'TO REACH FROM THE COURTHOUSE IN STERLING CITY, GO EAST ON U.S. HIGHWAY
 CB0225'87 AND STATE HIGHWAY 158 FOR 1.12 KM (0.70 MI) TO THE JUNCTION OF
 CB0225'HIGHWAY 158 ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY 87 FOR 2.24 KM
 CB0225'(1.40 MI) TO A GATED DIRT ROAD LEFT.  CONTINUE AHEAD FOR 0.80 KM
 CB0225'(0.50 MI) TO THE STATION ON THE RIGHT.
 CB0225'STATION MARK IS SET IN THE TOP OF A 25-CM CONCRETE POST PROJECTING 1
 CB0225'CM ABOVE GROUND, AND PARTIALLY UNDER THE RIGHT-OF-WAY FENCE.  IT IS
 CB0225'19.3 M (63.3 FT) SOUTHWEST OF, AND 1 M (3.3 FT) LOWER THAN THE CENTER
 CB0225'OF THE EASTBOUND LANES, 0.3 M (1.0 FT) NORTHWEST OF A METAL WITNESS
 CB0225'POST, 0.1 M (0.3 FT) NORTHEAST OF THE FENCE, AND 42.8 M (140.4 FT)
 CB0225'NORTHWEST OF A UTILITY POLE WITH LINE ACROSS THE HIGHWAY.
 CB0225
 CB0225                          STATION RECOVERY (1999)
 CB0225
 CB0225'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 CB0225'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0269 ***********************************************************************
 AZ0269  DESIGNATION -  D 1112
 AZ0269  PID         -  AZ0269
 AZ0269  STATE/COUNTY-  TX/VAL VERDE
 AZ0269  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0269
 AZ0269                         *CURRENT SURVEY CONTROL
 AZ0269  ___________________________________________________________________
 AZ0269* NAD 83(1986)-  29 34 54.     (N)    101 07 26.     (W)     SCALED    
 AZ0269* NAVD 88     -       386.265  (meters)    1267.27   (feet)  POSTED    
 AZ0269  ___________________________________________________________________
 AZ0269  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0269  DYNAMIC HT  -         385.700 (meters)    1265.42  (feet)  COMP
 AZ0269  MODELED GRAV-     979,169.0   (mgal)                       NAVD 88
 AZ0269
 AZ0269  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0269
 AZ0269.The horizontal coordinates were scaled from a topographic map and have
 AZ0269.an estimated accuracy of +/- 6 seconds.
 AZ0269
 AZ0269.The orthometric height was determined by differential leveling
 AZ0269.and adjusted by the National Geodetic Survey in 1992..
 AZ0269.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0269.rate of 0.0 thru 1.0 mm/km.
 AZ0269
 AZ0269.The geoid height was determined by GEOID03.
 AZ0269
 AZ0269.The dynamic height is computed by dividing the NAVD 88
 AZ0269.geopotential number by the normal gravity value computed on the
 AZ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0269.degrees latitude (g = 980.6199 gals.).
 AZ0269
 AZ0269.The modeled gravity was interpolated from observed gravity values.
 AZ0269
 AZ0269;                    North         East    Units  Estimated Accuracy
 AZ0269;SPC TXSC     - 4,195,630.      394,260.      MT  (+/- 180 meters Scaled)
 AZ0269
 AZ0269                          SUPERSEDED SURVEY CONTROL
 AZ0269
 AZ0269  NGVD 29 (??/??/92)  386.172  (m)         1266.97   (f) ADJ UNCH    1 2
 AZ0269
 AZ0269.Superseded values are not recommended for survey control.
 AZ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0269.See file dsdata.txt to determine how the superseded data were derived.
 AZ0269
 AZ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT942743(NAD 83)
 AZ0269_MARKER: DB = BENCH MARK DISK
 AZ0269_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0269_SP_SET: ROCK
 AZ0269_STAMPING: D 1112 1957
 AZ0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0269+STABILITY: POSITION/ELEVATION WELL
 AZ0269
 AZ0269  HISTORY     - Date     Condition        Report By
 AZ0269  HISTORY     - 1957     MONUMENTED       CGS
 AZ0269  HISTORY     - 1958     GOOD             NGS
 AZ0269  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0269
 AZ0269                          STATION DESCRIPTION
 AZ0269
 AZ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0269'8.6 MI SE FROM COMSTOCK.
 AZ0269'ABOUT 8.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0269'FROM THE STATION AT COMSTOCK, 141 FEET NORTHEAST OF AND ACROSS THE
 AZ0269'TRACK FROM MILEPOST 405, IN THE TOP OF A LARGE FLAT LIMESTONE ROCK
 AZ0269'WHICH IS FLUSH WITH THE GROUND, 58 FEET EAST OF THE EAST RAIL, 4 POLES
 AZ0269'NORTH OF THE NORTH END OF A BRIDGE, 47 FEET NORTHEAST OF A TELEPHONE
 AZ0269'POLE, 10 FEET EAST OF A FENCE, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 AZ0269'TRACK.
 AZ0269
 AZ0269                          STATION RECOVERY (1998)
 AZ0269
 AZ0269'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0329 ***********************************************************************
 AZ0329  DESIGNATION -  D 1113
 AZ0329  PID         -  AZ0329
 AZ0329  STATE/COUNTY-  TX/TERRELL
 AZ0329  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0329
 AZ0329                         *CURRENT SURVEY CONTROL
 AZ0329  ___________________________________________________________________
 AZ0329* NAD 83(1986)-  29 57 48.     (N)    101 50 04.     (W)     SCALED    
 AZ0329* NAVD 88     -       479.736  (meters)    1573.93   (feet)  ADJUSTED  
 AZ0329  ___________________________________________________________________
 AZ0329  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AZ0329  DYNAMIC HT  -         479.023 (meters)    1571.59  (feet)  COMP
 AZ0329  MODELED GRAV-     979,141.6   (mgal)                       NAVD 88
 AZ0329
 AZ0329  VERT ORDER  -  FIRST     CLASS II
 AZ0329
 AZ0329.The horizontal coordinates were scaled from a topographic map and have
 AZ0329.an estimated accuracy of +/- 6 seconds.
 AZ0329
 AZ0329.The orthometric height was determined by differential leveling
 AZ0329.and adjusted by the National Geodetic Survey in June 1991..
 AZ0329
 AZ0329.The geoid height was determined by GEOID03.
 AZ0329
 AZ0329.The dynamic height is computed by dividing the NAVD 88
 AZ0329.geopotential number by the normal gravity value computed on the
 AZ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0329.degrees latitude (g = 980.6199 gals.).
 AZ0329
 AZ0329.The modeled gravity was interpolated from observed gravity values.
 AZ0329
 AZ0329;                    North         East    Units  Estimated Accuracy
 AZ0329;SPC TXSC     - 4,239,380.      326,460.      MT  (+/- 180 meters Scaled)
 AZ0329
 AZ0329                          SUPERSEDED SURVEY CONTROL
 AZ0329
 AZ0329  NGVD 29 (??/??/92)  479.585  (m)         1573.44   (f) ADJ UNCH    1 2
 AZ0329
 AZ0329.Superseded values are not recommended for survey control.
 AZ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0329.See file dsdata.txt to determine how the superseded data were derived.
 AZ0329
 AZ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU264181(NAD 83)
 AZ0329_MARKER: DB = BENCH MARK DISK
 AZ0329_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0329_SP_SET: OUTCROP
 AZ0329_STAMPING: D 1113 1957
 AZ0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0329+STABILITY: POSITION/ELEVATION WELL
 AZ0329
 AZ0329  HISTORY     - Date     Condition        Report By
 AZ0329  HISTORY     - 1957     MONUMENTED       CGS
 AZ0329  HISTORY     - 1958     GOOD             NGS
 AZ0329
 AZ0329                          STATION DESCRIPTION
 AZ0329
 AZ0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0329'21.25 MI SE FROM DRYDEN.
 AZ0329'ABOUT 21.25 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0329'FROM THE STATION AT DRYDEN, ABOUT 21.05 MILES NORTHWEST OF THE STATION
 AZ0329'AT LANGTRY, 59 FEET NORTH OF THE 2ND POLE NORTHEAST OF MILEPOST 464,
 AZ0329'IN THE TOP OF A FLAT ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND, 79
 AZ0329'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AT THE SOUTHWEST END OF A DEEP
 AZ0329'ROCKY CUT, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0067 ***********************************************************************
 BP0067  DESIGNATION -  D 1114
 BP0067  PID         -  BP0067
 BP0067  STATE/COUNTY-  TX/TERRELL
 BP0067  USGS QUAD   -  MOFETA (1969)
 BP0067
 BP0067                         *CURRENT SURVEY CONTROL
 BP0067  ___________________________________________________________________
 BP0067* NAD 83(1986)-  30 02 51.     (N)    102 12 48.     (W)     SCALED    
 BP0067* NAVD 88     -       701.538  (meters)    2301.63   (feet)  ADJUSTED  
 BP0067  ___________________________________________________________________
 BP0067  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 BP0067  DYNAMIC HT  -         700.474 (meters)    2298.14  (feet)  COMP
 BP0067  MODELED GRAV-     979,102.9   (mgal)                       NAVD 88
 BP0067
 BP0067  VERT ORDER  -  FIRST     CLASS II
 BP0067
 BP0067.This mark is at Terrel County Airport (6R6)
 BP0067
 BP0067.The horizontal coordinates were scaled from a topographic map and have
 BP0067.an estimated accuracy of +/- 6 seconds.
 BP0067
 BP0067.The orthometric height was determined by differential leveling
 BP0067.and adjusted by the National Geodetic Survey in June 1991..
 BP0067.WARNING-Repeat measurements at this control monument indicate possible
 BP0067.vertical movement.
 BP0067
 BP0067.The geoid height was determined by GEOID03.
 BP0067
 BP0067.The dynamic height is computed by dividing the NAVD 88
 BP0067.geopotential number by the normal gravity value computed on the
 BP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0067.degrees latitude (g = 980.6199 gals.).
 BP0067
 BP0067.The modeled gravity was interpolated from observed gravity values.
 BP0067
 BP0067;                    North         East    Units  Estimated Accuracy
 BP0067;SPC TXSC     - 4,249,650.      290,160.      MT  (+/- 180 meters Scaled)
 BP0067
 BP0067                          SUPERSEDED SURVEY CONTROL
 BP0067
 BP0067  NGVD 29 (??/??/92)  701.326  (m)         2300.93   (f) ADJ UNCH    1 2
 BP0067
 BP0067.Superseded values are not recommended for survey control.
 BP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0067.See file dsdata.txt to determine how the superseded data were derived.
 BP0067
 BP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP686273(NAD 83)
 BP0067_MARKER: DB = BENCH MARK DISK
 BP0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0067_SP_SET: FOOTING
 BP0067_STAMPING: D 1114 1957
 BP0067_MARK LOGO: CGS   
 BP0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0067
 BP0067  HISTORY     - Date     Condition        Report By
 BP0067  HISTORY     - 1957     MONUMENTED       CGS
 BP0067  HISTORY     - 1958     GOOD             NGS
 BP0067  HISTORY     - 1981     GOOD             NGS
 BP0067
 BP0067                          STATION DESCRIPTION
 BP0067
 BP0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0067'6.3 MI W FROM DRYDEN.
 BP0067'ABOUT 6.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0067'STATION AT DRYDEN, THENCE 0.3 MILE SOUTH ALONG AN ASPHALT ROAD TO THE
 BP0067'DRYDEN AIRPORT, IN THE TOP OF THE SOUTHEAST CONCRETE FOOTING OF A
 BP0067'STEEL TOWER WITH A WARNING LIGHT ON TOP, 94 FEET WEST-SOUTHWEST OF A
 BP0067'BEACON TOWER, 40 FEET WEST OF THE CENTER LINE OF THE ASPHALT ROAD, 2
 BP0067'FEET SOUTH OF THE FACE OF A SMALL WHITE BUILDING, AND PROJECTING 7
 BP0067'INCHES.
 BP0067
 BP0067                          STATION RECOVERY (1981)
 BP0067
 BP0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0067'9.7 KM (6.0 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0067'IN DRYDEN, THENCE 0.6 KM (0.35 MI) SOUTH ALONG A GRAVELED ROAD LEADING
 BP0067'TO THE DRYDEN AIRFIELD, IN TOP OF THE SOUTHEAST CORNER OF THE
 BP0067'CONCRETE FOOTING OF THE SOUTHEAST LEG OF A RED AND SILVER TOWER, 28.7
 BP0067'METERS (94.2 FT) WEST-SOUTHWEST OF THE SOUTHWEST LEG OF THE AIRFIELD
 BP0067'BEACON TOWER AND 12.2 METERS (40.0 FT) WEST OF THE CENTER OF THE
 BP0067'ROAD.
 BP0067'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0466 ***********************************************************************
 BP0466  DESIGNATION -  D 1115
 BP0466  PID         -  BP0466
 BP0466  STATE/COUNTY-  TX/JEFF DAVIS
 BP0466  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0466
 BP0466                         *CURRENT SURVEY CONTROL
 BP0466  ___________________________________________________________________
 BP0466* NAD 83(1986)-  30 42 00.     (N)    103 47 12.     (W)     SCALED    
 BP0466* NAVD 88     -      1354.272  (meters)    4443.14   (feet)  POSTED    
 BP0466  ___________________________________________________________________
 BP0466  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 BP0466  DYNAMIC HT  -        1352.120 (meters)    4436.08  (feet)  COMP
 BP0466  MODELED GRAV-     979,002.0   (mgal)                       NAVD 88
 BP0466
 BP0466  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0466
 BP0466.The horizontal coordinates were scaled from a topographic map and have
 BP0466.an estimated accuracy of +/- 6 seconds.
 BP0466
 BP0466.The orthometric height was determined by differential leveling
 BP0466.and adjusted by the National Geodetic Survey in 1992..
 BP0466.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0466.rate of 2.1 thru 3.0 mm/km.
 BP0466
 BP0466.The geoid height was determined by GEOID03.
 BP0466
 BP0466.The dynamic height is computed by dividing the NAVD 88
 BP0466.geopotential number by the normal gravity value computed on the
 BP0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0466.degrees latitude (g = 980.6199 gals.).
 BP0466
 BP0466.The modeled gravity was interpolated from observed gravity values.
 BP0466
 BP0466;                    North         East    Units  Estimated Accuracy
 BP0466;SPC TX C     - 3,119,690.      369,250.      MT  (+/- 180 meters Scaled)
 BP0466
 BP0466                          SUPERSEDED SURVEY CONTROL
 BP0466
 BP0466  NGVD 29 (??/??/92) 1353.810  (m)         4441.62   (f) ADJ UNCH    2 0
 BP0466
 BP0466.Superseded values are not recommended for survey control.
 BP0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0466.See file dsdata.txt to determine how the superseded data were derived.
 BP0466
 BP0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP161969(NAD 83)
 BP0466_MARKER: DB = BENCH MARK DISK
 BP0466_SETTING: 66 = SET IN ROCK OUTCROP
 BP0466_SP_SET: ROCK OUTCROP
 BP0466_STAMPING: D 1115 1958
 BP0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0466+STABILITY: POSITION/ELEVATION WELL
 BP0466
 BP0466  HISTORY     - Date     Condition        Report By
 BP0466  HISTORY     - 1958     MONUMENTED       CGS
 BP0466  HISTORY     - 19961011 GOOD             USPSQD
 BP0466
 BP0466                          STATION DESCRIPTION
 BP0466
 BP0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0466'12.05 MI NE FROM FORT DAVIS.
 BP0466'ABOUT 12.05 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0466'COURTHOUSE AT FORT DAVIS, IN THE TOP OF A LEDGE OF A ROCK OUTCROP, 250
 BP0466'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE
 BP0466'NORTHEAST OF A STEEL WINDMILL, SOUTHEAST OF AND AT THE FOOT OF A SHEER
 BP0466'ROCK WALL WHICH IS AT THE NORTHEAST END OF A SMALL VALLEY, 191 FEET
 BP0466'NORTHWEST OF A FENCE, 3 FEET ABOVE THE GROUND, AND ABOUT 8 FEET ABOVE
 BP0466'THE LEVEL OF THE HIGHWAY.
 BP0466
 BP0466                          STATION RECOVERY (1996)
 BP0466
 BP0466'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0419 ***********************************************************************
 CC0419  DESIGNATION -  D 1116
 CC0419  PID         -  CC0419
 CC0419  STATE/COUNTY-  TX/REEVES
 CC0419  USGS QUAD   -  VERHALEN SOUTH (1970)
 CC0419
 CC0419                         *CURRENT SURVEY CONTROL
 CC0419  ___________________________________________________________________
 CC0419* NAD 83(1986)-  31 04 17.     (N)    103 36 36.     (W)     SCALED    
 CC0419* NAVD 88     -       879.437  (meters)    2885.29   (feet)  POSTED    
 CC0419  ___________________________________________________________________
 CC0419  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CC0419  DYNAMIC HT  -         878.130 (meters)    2881.00  (feet)  COMP
 CC0419  MODELED GRAV-     979,130.4   (mgal)                       NAVD 88
 CC0419
 CC0419  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0419
 CC0419.The horizontal coordinates were scaled from a topographic map and have
 CC0419.an estimated accuracy of +/- 6 seconds.
 CC0419
 CC0419.The orthometric height was determined by differential leveling
 CC0419.and adjusted by the National Geodetic Survey in 1992..
 CC0419.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0419.rate of 1.1 thru 2.0 mm/km.
 CC0419
 CC0419.The geoid height was determined by GEOID03.
 CC0419
 CC0419.The dynamic height is computed by dividing the NAVD 88
 CC0419.geopotential number by the normal gravity value computed on the
 CC0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0419.degrees latitude (g = 980.6199 gals.).
 CC0419
 CC0419.The modeled gravity was interpolated from observed gravity values.
 CC0419
 CC0419;                    North         East    Units  Estimated Accuracy
 CC0419;SPC TX C     - 3,160,330.      387,380.      MT  (+/- 180 meters Scaled)
 CC0419
 CC0419                          SUPERSEDED SURVEY CONTROL
 CC0419
 CC0419  NGVD 29 (??/??/92)  879.229  (m)         2884.60   (f) ADJ UNCH    2 0
 CC0419
 CC0419.Superseded values are not recommended for survey control.
 CC0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0419.See file dsdata.txt to determine how the superseded data were derived.
 CC0419
 CC0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ326383(NAD 83)
 CC0419_MARKER: DB = BENCH MARK DISK
 CC0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0419_STAMPING: D 1116 1958
 CC0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0419+STABILITY: SURFACE MOTION
 CC0419
 CC0419  HISTORY     - Date     Condition        Report By
 CC0419  HISTORY     - 1958     MONUMENTED       CGS
 CC0419
 CC0419                          STATION DESCRIPTION
 CC0419
 CC0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CC0419'3.35 MI NE FROM SARAGOSA.
 CC0419'ABOUT 3.35 MILES NORTHEAST ALONG THE PECOS VALLEY SOUTHERN RAILWAY
 CC0419'FROM THE STATION AT SARAGOSA, 25 1/2 FEET SOUTHWEST OF MILEPOST 26, 32
 CC0419'1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AT THE WEST END OF A CURVE
 CC0419'IN THE RAILROAD WITH TANGENTS NORTH AND SOUTHWEST, 67 FEET NORTHWEST
 CC0419'OF THE CENTER LINE OF STATE HIGHWAY 17, IN LINE WITH A ROW OF
 CC0419'TELEPHONE POLES, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 CC0419'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT, AND ABOUT 4 FEET
 CC0419'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0402 ***********************************************************************
 CD0402  DESIGNATION -  D 1117
 CD0402  PID         -  CD0402
 CD0402  STATE/COUNTY-  TX/HUDSPETH
 CD0402  USGS QUAD   -  HUECO STATION (1984)
 CD0402
 CD0402                         *CURRENT SURVEY CONTROL
 CD0402  ___________________________________________________________________
 CD0402* NAD 83(1986)-  31 44 58.     (N)    105 18 14.     (W)     SCALED    
 CD0402* NAVD 88     -      1222.298  (meters)    4010.16   (feet)  ADJUSTED  
 CD0402  ___________________________________________________________________
 CD0402  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0402  DYNAMIC HT  -        1220.475 (meters)    4004.18  (feet)  COMP
 CD0402  MODELED GRAV-     979,105.2   (mgal)                       NAVD 88
 CD0402
 CD0402  VERT ORDER  -  FIRST     CLASS I
 CD0402
 CD0402.The horizontal coordinates were scaled from a topographic map and have
 CD0402.an estimated accuracy of +/- 6 seconds.
 CD0402
 CD0402.The orthometric height was determined by differential leveling
 CD0402.and adjusted by the National Geodetic Survey in June 1991..
 CD0402
 CD0402.The geoid height was determined by GEOID03.
 CD0402
 CD0402.The dynamic height is computed by dividing the NAVD 88
 CD0402.geopotential number by the normal gravity value computed on the
 CD0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0402.degrees latitude (g = 980.6199 gals.).
 CD0402
 CD0402.The modeled gravity was interpolated from observed gravity values.
 CD0402
 CD0402;                    North         East    Units  Estimated Accuracy
 CD0402;SPC TX C     - 3,241,410.      229,220.      MT  (+/- 180 meters Scaled)
 CD0402
 CD0402                          SUPERSEDED SURVEY CONTROL
 CD0402
 CD0402  NGVD 29 (??/??/92) 1221.775  (m)         4008.44   (f) ADJ UNCH    1 1
 CD0402
 CD0402.Superseded values are not recommended for survey control.
 CD0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0402.See file dsdata.txt to determine how the superseded data were derived.
 CD0402
 CD0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR712127(NAD 83)
 CD0402_MARKER: DB = BENCH MARK DISK
 CD0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0402_STAMPING: D 1117 1958
 CD0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0402+STABILITY: SURFACE MOTION
 CD0402
 CD0402  HISTORY     - Date     Condition        Report By
 CD0402  HISTORY     - 1958     MONUMENTED       CGS
 CD0402  HISTORY     - 1977     GOOD             NGS
 CD0402
 CD0402                          STATION DESCRIPTION
 CD0402
 CD0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0402'66.3 MI E FROM EL PASO.
 CD0402'ABOUT 66.3 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0402'OF LOOP 16 AT EL PASO, 58 FEET SOUTH OF THE CENTER LINE OF THE
 CD0402'HIGHWAY, ABOUT 0.7 MILE EAST OF A POWER-LINE CROSSING, 3 FEET SOUTH OF
 CD0402'A FENCE, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE
 CD0402'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CD0402
 CD0402                          STATION RECOVERY (1977)
 CD0402
 CD0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0402'36.85 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0402'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 6.05 MILES WEST OF THE
 CD0402'JUNCTION OF FARM ROAD 1437, 0.6 MILE EAST OF THE CROSSING OF
 CD0402'A POWER LINE, 58 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 CD0402'3 FT. SOUTH OF THE RIGHT OF WAY FENCE, WITNESS POST IS OF
 CD0402'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0018 ***********************************************************************
 BQ0018  DESIGNATION -  D 1118
 BQ0018  PID         -  BQ0018
 BQ0018  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0018  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0018
 BQ0018                         *CURRENT SURVEY CONTROL
 BQ0018  ___________________________________________________________________
 BQ0018* NAD 83(1986)-  30 31 08.     (N)    104 24 39.     (W)     SCALED    
 BQ0018* NAVD 88     -      1402.910  (meters)    4602.71   (feet)  ADJUSTED  
 BQ0018  ___________________________________________________________________
 BQ0018  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 BQ0018  DYNAMIC HT  -        1400.578 (meters)    4595.06  (feet)  COMP
 BQ0018  MODELED GRAV-     978,930.3   (mgal)                       NAVD 88
 BQ0018
 BQ0018  VERT ORDER  -  FIRST     CLASS II
 BQ0018
 BQ0018.The horizontal coordinates were scaled from a topographic map and have
 BQ0018.an estimated accuracy of +/- 6 seconds.
 BQ0018
 BQ0018.The orthometric height was determined by differential leveling
 BQ0018.and adjusted by the National Geodetic Survey in June 1991..
 BQ0018.WARNING-Repeat measurements at this control monument indicate possible
 BQ0018.vertical movement.
 BQ0018
 BQ0018.The geoid height was determined by GEOID03.
 BQ0018
 BQ0018.The dynamic height is computed by dividing the NAVD 88
 BQ0018.geopotential number by the normal gravity value computed on the
 BQ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0018.degrees latitude (g = 980.6199 gals.).
 BQ0018
 BQ0018.The modeled gravity was interpolated from observed gravity values.
 BQ0018
 BQ0018;                    North         East    Units  Estimated Accuracy
 BQ0018;SPC TX C     - 3,101,650.      308,760.      MT  (+/- 180 meters Scaled)
 BQ0018
 BQ0018                          SUPERSEDED SURVEY CONTROL
 BQ0018
 BQ0018  NGVD 29 (??/??/92) 1402.282  (m)         4600.65   (f) ADJ UNCH    1 2
 BQ0018
 BQ0018.Superseded values are not recommended for survey control.
 BQ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0018.See file dsdata.txt to determine how the superseded data were derived.
 BQ0018
 BQ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP565764(NAD 83)
 BQ0018_MARKER: DB = BENCH MARK DISK
 BQ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0018_STAMPING: D 1118 1958
 BQ0018_MARK LOGO: CGS   
 BQ0018_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0018+STABILITY: SURFACE MOTION
 BQ0018
 BQ0018  HISTORY     - Date     Condition        Report By
 BQ0018  HISTORY     - 1958     MONUMENTED       CGS
 BQ0018  HISTORY     - 1975     GOOD             NGS
 BQ0018  HISTORY     - 1981     GOOD             NGS
 BQ0018  HISTORY     - 19961009 GOOD             USPSQD
 BQ0018
 BQ0018                          STATION DESCRIPTION
 BQ0018
 BQ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0018'6.8 MI SE FROM VALENTINE.
 BQ0018'ABOUT 6.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0018'FROM THE STATION AT VALENTINE, 5 FEET SOUTHWEST OF MILEPOST 661, 48
 BQ0018'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 111 FEET NORTHEAST OF THE CENTER
 BQ0018'LINE OF U. S. HIGHWAY 90, 3 1/2 RAILS NORTHWEST OF A SMALL WOODEN
 BQ0018'BRIDGE, 157 FEET EAST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY
 BQ0018'AND FARM ROAD 505, 110 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM
 BQ0018'ROAD, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 BQ0018'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BQ0018'PROJECTING 6 INCHES.
 BQ0018
 BQ0018                          STATION RECOVERY (1975)
 BQ0018
 BQ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BQ0018'FROM THE POST OFFICE IN VALENTINE, GO SOUTHEAST ON U.S. HIGHWAY 90
 BQ0018'FOR 3.4 MILES TO THE JUNCTION OF FARM ROAD 505 ON THE LEFT AND MARK
 BQ0018'ON THE LEFT. STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND
 BQ0018'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED D 1118
 BQ0018'1958. IT IS 115 FEET NORTH-NORTHEAST OF THE CENTER-LINE OF U.S. HWY.
 BQ0018'90, 115 FEET EAST-SOUTHEAST OF THE CENTER-LINE OF FARM ROAD 505, 47
 BQ0018'FEET SOUTHWEST OF THE SOUTH RAIL OF TRACKS, 5 FEET SOUTHWEST OF A
 BQ0018'TELEPHONE POLE, AND 1.6 FEET WEST OF A METAL WITNESS POST.
 BQ0018
 BQ0018                          STATION RECOVERY (1981)
 BQ0018
 BQ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0018'11.6 KM (7.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0018'IN VALENTINE, AT THE JUNCTION OF RANCH ROAD 505, 33.8 METERS (111.0
 BQ0018'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 33.5 METERS (110.0 FT)
 BQ0018'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 14.6 METERS (48.0 FT)
 BQ0018'SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 1.5
 BQ0018'METERS (5.0 FT) SOUTHWEST OF RAILROAD MILE POST 661.
 BQ0018'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0018'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0018
 BQ0018                          STATION RECOVERY (1996)
 BQ0018
 BQ0018'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0666 ***********************************************************************
 CD0666  DESIGNATION -  D 1119
 CD0666  PID         -  CD0666
 CD0666  STATE/COUNTY-  TX/HUDSPETH
 CD0666  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0666
 CD0666                         *CURRENT SURVEY CONTROL
 CD0666  ___________________________________________________________________
 CD0666* NAD 83(1986)-  31 50 08.     (N)    105 57 44.     (W)     SCALED    
 CD0666* NAVD 88     -      1577.897  (meters)    5176.82   (feet)  ADJUSTED  
 CD0666  ___________________________________________________________________
 CD0666  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 CD0666  DYNAMIC HT  -        1575.424 (meters)    5168.70  (feet)  COMP
 CD0666  MODELED GRAV-     979,016.3   (mgal)                       NAVD 88
 CD0666
 CD0666  VERT ORDER  -  FIRST     CLASS II
 CD0666
 CD0666.The horizontal coordinates were scaled from a topographic map and have
 CD0666.an estimated accuracy of +/- 6 seconds.
 CD0666
 CD0666.The orthometric height was determined by differential leveling
 CD0666.and adjusted by the National Geodetic Survey in June 1991..
 CD0666
 CD0666.The geoid height was determined by GEOID03.
 CD0666
 CD0666.The dynamic height is computed by dividing the NAVD 88
 CD0666.geopotential number by the normal gravity value computed on the
 CD0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0666.degrees latitude (g = 980.6199 gals.).
 CD0666
 CD0666.The modeled gravity was interpolated from observed gravity values.
 CD0666
 CD0666;                    North         East    Units  Estimated Accuracy
 CD0666;SPC TX C     - 3,253,920.      167,400.      MT  (+/- 180 meters Scaled)
 CD0666
 CD0666                          SUPERSEDED SURVEY CONTROL
 CD0666
 CD0666  NGVD 29 (??/??/92) 1577.151  (m)         5174.37   (f) ADJ UNCH    1 2
 CD0666
 CD0666.Superseded values are not recommended for survey control.
 CD0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0666.See file dsdata.txt to determine how the superseded data were derived.
 CD0666
 CD0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR089226(NAD 83)
 CD0666_MARKER: DB = BENCH MARK DISK
 CD0666_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0666_SP_SET: 9 FT.
 CD0666_STAMPING: D 1119 1958
 CD0666_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0666_ROD/PIPE-DEPTH: 2.7  meters
 CD0666
 CD0666  HISTORY     - Date     Condition        Report By
 CD0666  HISTORY     - 1958     MONUMENTED       CGS
 CD0666  HISTORY     - 1981     GOOD             NGS
 CD0666
 CD0666                          STATION DESCRIPTION
 CD0666
 CD0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0666'28.4 MI E FROM EL PASO.
 CD0666'ABOUT 28.4 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0666'OF LOOP 16 AT EL PASO, ABOUT 0.7 MILE EAST OF THE HUECO INN, 74 FEET
 CD0666'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 60 YARDS EAST OF THE SOUTH
 CD0666'END OF A 24-INCH STEEL CULVERT, 1 1/2 FEET NORTH OF A FENCE, 2 FEET
 CD0666'WEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON
 CD0666'THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 9 FEET
 CD0666'AND ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 CD0666
 CD0666                          STATION RECOVERY (1981)
 CD0666
 CD0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0666'45.9 KM (28.5 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0666'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0666'O.3 KM (0.2 MI) WEST OF THE SHAMROCK INN, 0.3 KM (0.2 MI) EAST
 CD0666'OF A U. S. BORDER PATROL CHECK STATION, 54.9 METERS (180.0 FT)
 CD0666'EAST OF THE SOUTH END OF A 36-INCH STEEL PIPE CULVERT, 22.6 METERS
 CD0666'(74.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.7
 CD0666'METERS (15.5 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD AND 0.6 METERS
 CD0666'(2.0 FT) WEST-NORTHWEST OF A CONCRETE WITNESS POST.
 CD0666'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CD0666'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0002 ***********************************************************************
 CU0002  DESIGNATION -  D 112
 CU0002  PID         -  CU0002
 CU0002  STATE/COUNTY-  TX/NOLAN
 CU0002  USGS QUAD   -  BUSBY (1969)
 CU0002
 CU0002                         *CURRENT SURVEY CONTROL
 CU0002  ___________________________________________________________________
 CU0002* NAD 83(1986)-  32 30 08.     (N)    100 24 21.     (W)     SCALED    
 CU0002* NAVD 88     -       633.046  (meters)    2076.92   (feet)  ADJUSTED  
 CU0002  ___________________________________________________________________
 CU0002  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CU0002  DYNAMIC HT  -         632.206 (meters)    2074.16  (feet)  COMP
 CU0002  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 CU0002
 CU0002  VERT ORDER  -  FIRST     CLASS II
 CU0002
 CU0002.The horizontal coordinates were scaled from a topographic map and have
 CU0002.an estimated accuracy of +/- 6 seconds.
 CU0002
 CU0002.The orthometric height was determined by differential leveling
 CU0002.and adjusted by the National Geodetic Survey in June 1991..
 CU0002
 CU0002.The geoid height was determined by GEOID03.
 CU0002
 CU0002.The dynamic height is computed by dividing the NAVD 88
 CU0002.geopotential number by the normal gravity value computed on the
 CU0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0002.degrees latitude (g = 980.6199 gals.).
 CU0002
 CU0002.The modeled gravity was interpolated from observed gravity values.
 CU0002
 CU0002;                    North         East    Units  Estimated Accuracy
 CU0002;SPC TXNC     - 2,094,280.      420,930.      MT  (+/- 180 meters Scaled)
 CU0002
 CU0002                          SUPERSEDED SURVEY CONTROL
 CU0002
 CU0002  NGVD 29 (??/??/92)  632.825  (m)         2076.19   (f) ADJ UNCH    1 2
 CU0002
 CU0002.Superseded values are not recommended for survey control.
 CU0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0002.See file dsdata.txt to determine how the superseded data were derived.
 CU0002
 CU0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA679969(NAD 83)
 CU0002_MARKER: DB = BENCH MARK DISK
 CU0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0002_SP_SET: CONCRETE BASE
 CU0002_STAMPING: 2076.193 D 112 1933
 CU0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0002
 CU0002  HISTORY     - Date     Condition        Report By
 CU0002  HISTORY     - 1933     MONUMENTED       CGS
 CU0002  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0002
 CU0002                          STATION DESCRIPTION
 CU0002
 CU0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0002'2.3 MI N FROM SWEETWATER.
 CU0002'2.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0002'SWEETWATER, NOLAN COUNTY, AT MILEAGE 637.85, ON THE EAST SIDE OF THE
 CU0002'TRACK, AND IN THE CONCRETE BASE OF A SIGNAL POST.  A STANDARD DISK,
 CU0002'STAMPED 2076.193 D 112 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0459 ***********************************************************************
 CD0459  DESIGNATION -  D 1120
 CD0459  PID         -  CD0459
 CD0459  STATE/COUNTY-  TX/HUDSPETH
 CD0459  USGS QUAD   -  DELL CITY (1984)
 CD0459
 CD0459                         *CURRENT SURVEY CONTROL
 CD0459  ___________________________________________________________________
 CD0459* NAD 83(1986)-  31 59 56.     (N)    105 12 00.     (W)     SCALED    
 CD0459* NAVD 88     -      1137.031  (meters)    3730.41   (feet)  POSTED    
 CD0459  ___________________________________________________________________
 CD0459  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 CD0459  DYNAMIC HT  -        1135.370 (meters)    3724.96  (feet)  COMP
 CD0459  MODELED GRAV-     979,136.1   (mgal)                       NAVD 88
 CD0459
 CD0459  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0459
 CD0459.The horizontal coordinates were scaled from a topographic map and have
 CD0459.an estimated accuracy of +/- 6 seconds.
 CD0459
 CD0459.The orthometric height was determined by differential leveling
 CD0459.and adjusted by the National Geodetic Survey in 1992..
 CD0459.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0459.rate of 0.0 thru 1.0 mm/km.
 CD0459
 CD0459.The geoid height was determined by GEOID03.
 CD0459
 CD0459.The dynamic height is computed by dividing the NAVD 88
 CD0459.geopotential number by the normal gravity value computed on the
 CD0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0459.degrees latitude (g = 980.6199 gals.).
 CD0459
 CD0459.The modeled gravity was interpolated from observed gravity values.
 CD0459
 CD0459;                    North         East    Units  Estimated Accuracy
 CD0459;SPC TX C     - 3,268,610.      240,260.      MT  (+/- 180 meters Scaled)
 CD0459
 CD0459                          SUPERSEDED SURVEY CONTROL
 CD0459
 CD0459  NGVD 29 (??/??/92) 1136.534  (m)         3728.78   (f) ADJ UNCH    2 0
 CD0459
 CD0459.Superseded values are not recommended for survey control.
 CD0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0459.See file dsdata.txt to determine how the superseded data were derived.
 CD0459
 CD0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR811403(NAD 83)
 CD0459_MARKER: DB = BENCH MARK DISK
 CD0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0459_SP_SET: CONCRETE BASE
 CD0459_STAMPING: D 1120 1958
 CD0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0459
 CD0459  HISTORY     - Date     Condition        Report By
 CD0459  HISTORY     - 1958     MONUMENTED       CGS
 CD0459
 CD0459                          STATION DESCRIPTION
 CD0459
 CD0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0459'4.15 MI N FROM DELL CITY.
 CD0459'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0459'DELL CITY, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, IN THE TOP
 CD0459'OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF AN IRRIGATION PUMP, 83
 CD0459'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE SOUTH OF THE
 CD0459'TEXAS-NEW MEXICO LINE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0805 ***********************************************************************
 FL0805  PACS        -  This is a Primary Airport Control Station.
 FL0805  DESIGNATION -  D 1124
 FL0805  PID         -  FL0805
 FL0805  STATE/COUNTY-  TX/HUTCHINSON
 FL0805  USGS QUAD   -  BORGER (1978)
 FL0805
 FL0805                         *CURRENT SURVEY CONTROL
 FL0805  ___________________________________________________________________
 FL0805* NAD 83(1993)-  35 41 37.06884(N)    101 23 37.49571(W)     ADJUSTED  
 FL0805* NAVD 88     -       928.958  (meters)    3047.76   (feet)  ADJUSTED  
 FL0805  ___________________________________________________________________
 FL0805  X           -  -1,024,622.475 (meters)                     COMP
 FL0805  Y           -  -5,084,424.175 (meters)                     COMP
 FL0805  Z           -   3,701,163.236 (meters)                     COMP
 FL0805  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FL0805  ELLIP HEIGHT-         901.98  (meters)          (10/24/00) GPS OBS
 FL0805  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FL0805  DYNAMIC HT  -         927.914 (meters)    3044.33  (feet)  COMP
 FL0805  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 FL0805
 FL0805  HORZ ORDER  -  B
 FL0805  VERT ORDER  -  SECOND    CLASS 0
 FL0805  ELLP ORDER  -  FOURTH    CLASS II
 FL0805
 FL0805.This mark is at Hutchinson Co (BGD) Airport (BGD)
 FL0805
 FL0805.The horizontal coordinates were established by GPS observations
 FL0805.and adjusted by the National Geodetic Survey in February 1996..
 FL0805
 FL0805.The orthometric height was determined by differential leveling
 FL0805.and adjusted by the National Geodetic Survey in June 1991..
 FL0805
 FL0805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FL0805
 FL0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0805
 FL0805.The ellipsoidal height was determined by GPS observations
 FL0805.and is referenced to NAD 83.
 FL0805
 FL0805.The geoid height was determined by GEOID03.
 FL0805
 FL0805.The dynamic height is computed by dividing the NAVD 88
 FL0805.geopotential number by the normal gravity value computed on the
 FL0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0805.degrees latitude (g = 980.6199 gals.).
 FL0805
 FL0805.The modeled gravity was interpolated from observed gravity values.
 FL0805
 FL0805;                    North         East     Units Scale Factor Converg.
 FL0805;SPC TX N     - 1,187,892.066   209,616.168   MT  0.99992242   +0 03 41.7
 FL0805;SPC TX N     - 3,897,275.89    687,715.71   sFT  0.99992242   +0 03 41.7
 FL0805;UTM  14      - 3,952,609.176   283,405.456   MT  1.00017813   -1 23 49.8
 FL0805
 FL0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0805!SPC TX N     -   0.99985845  x   0.99992242  =   0.99978088
 FL0805!UTM  14      -   0.99985845  x   1.00017813  =   1.00003655
 FL0805
 FL0805                          SUPERSEDED SURVEY CONTROL
 FL0805
 FL0805  ELLIP H (02/20/96)  901.98   (m)                       GP(       ) 1 2
 FL0805  NGVD 29 (??/??/92)  928.504  (m)         3046.27   (f) ADJ UNCH    2 0
 FL0805
 FL0805.Superseded values are not recommended for survey control.
 FL0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0805.See file dsdata.txt to determine how the superseded data were derived.
 FL0805
 FL0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8340552609(NAD 83)
 FL0805_MARKER: DB = BENCH MARK DISK
 FL0805_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FL0805_SP_SET: CATCH-BASIN
 FL0805_STAMPING: D 1124 1964
 FL0805_MARK LOGO: CGS   
 FL0805_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0805+STABILITY: SURFACE MOTION
 FL0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL0805+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1995
 FL0805
 FL0805  HISTORY     - Date     Condition        Report By
 FL0805  HISTORY     - 1964     MONUMENTED       CGS
 FL0805  HISTORY     - 1971     GOOD             NGS
 FL0805  HISTORY     - 19950607 GOOD             NGS
 FL0805
 FL0805                          STATION DESCRIPTION
 FL0805
 FL0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FL0805'IN BORGER.
 FL0805'AT BORGER, HUTCHINSON COUNTY AIRPORT, IN THE S PART OF THE AIRPORT.
 FL0805'181.4 FT. ESE OF THE E END OF THE S DOOR SHELTER OF LARGE METAL
 FL0805'HANGAR.  31.6 FT. E OF THE E EDGE OF N-S TAXIWAY.  122.8 FT. W OF THE
 FL0805'W EDGE OF THE N-S RUNWAY (RWY. 17-35).  A STANDARD DISK STAMPED D 1124
 FL0805'1964, SET IN A DRILL HOLE IN THE SE CORNER OF A CONCRETE CATCH BASIN
 FL0805'WITH STEEL GRATE.  MARK IS ABOUT FLUSH WITH THE GROUND.
 FL0805
 FL0805                          STATION RECOVERY (1971)
 FL0805
 FL0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FL0805'RECOVERED IN GOOD CONDITION.
 FL0805
 FL0805                          STATION RECOVERY (1995)
 FL0805
 FL0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 FL0805'THE STATION IS LOCATED ABOUT 1.O KM NORTH OF BORGER ON THE HUTHINSON
 FL0805'COUNTY AIRPORT, NEAR THE SOUTH END OF THE AIRPORT, IN THE MEDIAN
 FL0805'BETWEEN THE TAXI AND RUNWAY, IN A CATCH-BASIN.  OWNERSHIP--HUTCHINSON
 FL0805'COUNTY, HUTCHINSON COUNTY COURTHOUSE, STINNETT, TX 79083.  THE MANAGER
 FL0805'IS DENNIS OBRYANT, PHONE 806 273-0137.  TO REACH THE STATION FROM THE
 FL0805'JUNCTION CIRCLE OF STATE HIGHWAYS 136, 152, 207, AND AIRPORT ROAD ON
 FL0805'THE NORTH EDGE OF BORGER.  GO 0.78 KM (0.50 MI)  NORTH ALONG AIRPORT
 FL0805'ROAD TO THE TERMINAL AND AN APRON GATE, PASS THROUGH THE GATE, TURN
 FL0805'RIGHT, EAST, GO 0.11 KM (0.05 MI)  TO A TAXI, TURN RIGHT, SOUTH, GO
 FL0805'0.24 KM (0.15 MI)  ALONG THE TAXI TO THE STATION ON THE LEFT.  THE
 FL0805'STATION IS IN TOP OF AND NEAR THE SOUTHEAST CORNER OF A 5X6-FOOT
 FL0805'CONCRETE CATCH-BASIN.  80.0 M (262.5 FT)  NORTH OF THE SOUTH END OF
 FL0805'THE MEDIAN, 15.8 M (51.8 FT)  EAST OF THE TAXI CENTERLINE, AND 0.5 M
 FL0805'(1.6 FT)  BELOW THE LEVEL OF THE TAXI.  BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0371 ***********************************************************************
 CV0371  DESIGNATION -  D 1125
 CV0371  PID         -  CV0371
 CV0371  STATE/COUNTY-  TX/ANDREWS
 CV0371  USGS QUAD   -  JAL SE (1979)
 CV0371
 CV0371                         *CURRENT SURVEY CONTROL
 CV0371  ___________________________________________________________________
 CV0371* NAD 83(1986)-  32 07 23.     (N)    103 01 43.     (W)     SCALED    
 CV0371* NAVD 88     -       955.568  (meters)    3135.06   (feet)  ADJUSTED  
 CV0371  ___________________________________________________________________
 CV0371  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CV0371  DYNAMIC HT  -         954.244 (meters)    3130.72  (feet)  COMP
 CV0371  MODELED GRAV-     979,219.8   (mgal)                       NAVD 88
 CV0371
 CV0371  VERT ORDER  -  SECOND    CLASS 0
 CV0371
 CV0371.The horizontal coordinates were scaled from a topographic map and have
 CV0371.an estimated accuracy of +/- 6 seconds.
 CV0371
 CV0371.The orthometric height was determined by differential leveling
 CV0371.and adjusted by the National Geodetic Survey in June 1991..
 CV0371
 CV0371.The geoid height was determined by GEOID03.
 CV0371
 CV0371.The dynamic height is computed by dividing the NAVD 88
 CV0371.geopotential number by the normal gravity value computed on the
 CV0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0371.degrees latitude (g = 980.6199 gals.).
 CV0371
 CV0371.The modeled gravity was interpolated from observed gravity values.
 CV0371
 CV0371;                    North         East    Units  Estimated Accuracy
 CV0371;SPC TXNC     - 2,059,820.      172,780.      MT  (+/- 180 meters Scaled)
 CV0371
 CV0371                          SUPERSEDED SURVEY CONTROL
 CV0371
 CV0371  NGVD 29 (??/??/92)  955.170  (m)         3133.75   (f) ADJ UNCH    2 0
 CV0371
 CV0371.Superseded values are not recommended for survey control.
 CV0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0371.See file dsdata.txt to determine how the superseded data were derived.
 CV0371
 CV0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR859557(NAD 83)
 CV0371_MARKER: DB = BENCH MARK DISK
 CV0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0371_STAMPING: D 1125 1958
 CV0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0371+STABILITY: SURFACE MOTION
 CV0371
 CV0371  HISTORY     - Date     Condition        Report By
 CV0371  HISTORY     - 1958     MONUMENTED       CGS
 CV0371
 CV0371                          STATION DESCRIPTION
 CV0371
 CV0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0371'10.1 MI E FROM JAL, NEW MEXICO.
 CV0371'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0371'STATION AT JAL, THENCE 9.4 MILES EAST ALONG STATE HIGHWAY 128, 61 FEET
 CV0371'NORTH OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF THE CENTER
 CV0371'LINE OF A DIRT ROAD, 25 FEET WEST OF THE WEST END OF A CATTLE GUARD, 1
 CV0371'FOOT NORTH OF THE NORTH RIGHT OF WAY FENCE, 2 FEET EAST OF A WHITE
 CV0371'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0371'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0082 ***********************************************************************
 CV0082  DESIGNATION -  D 1126
 CV0082  PID         -  CV0082
 CV0082  STATE/COUNTY-  TX/MARTIN
 CV0082  USGS QUAD   -  BIRD RANCH (1966)
 CV0082
 CV0082                         *CURRENT SURVEY CONTROL
 CV0082  ___________________________________________________________________
 CV0082* NAD 83(1986)-  32 19 23.     (N)    102 12 18.     (W)     SCALED    
 CV0082* NAVD 88     -       902.030  (meters)    2959.41   (feet)  POSTED    
 CV0082  ___________________________________________________________________
 CV0082  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CV0082  DYNAMIC HT  -         900.770 (meters)    2955.28  (feet)  COMP
 CV0082  MODELED GRAV-     979,207.3   (mgal)                       NAVD 88
 CV0082
 CV0082  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CV0082
 CV0082.The horizontal coordinates were scaled from a topographic map and have
 CV0082.an estimated accuracy of +/- 6 seconds.
 CV0082
 CV0082.The orthometric height was determined by differential leveling
 CV0082.and adjusted by the National Geodetic Survey in 1992..
 CV0082.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CV0082.rate of 2.1 thru 3.0 mm/km.
 CV0082
 CV0082.The geoid height was determined by GEOID03.
 CV0082
 CV0082.The dynamic height is computed by dividing the NAVD 88
 CV0082.geopotential number by the normal gravity value computed on the
 CV0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0082.degrees latitude (g = 980.6199 gals.).
 CV0082
 CV0082.The modeled gravity was interpolated from observed gravity values.
 CV0082
 CV0082;                    North         East    Units  Estimated Accuracy
 CV0082;SPC TXNC     - 2,078,940.      251,230.      MT  (+/- 180 meters Scaled)
 CV0082
 CV0082                          SUPERSEDED SURVEY CONTROL
 CV0082
 CV0082  NGVD 29 (??/??/92)  901.671  (m)         2958.23   (f) ADJ UNCH    2 0
 CV0082
 CV0082.Superseded values are not recommended for survey control.
 CV0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0082.See file dsdata.txt to determine how the superseded data were derived.
 CV0082
 CV0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR631796(NAD 83)
 CV0082_MARKER: DB = BENCH MARK DISK
 CV0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0082_STAMPING: D 1126 1958
 CV0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0082+STABILITY: SURFACE MOTION
 CV0082
 CV0082  HISTORY     - Date     Condition        Report By
 CV0082  HISTORY     - 1958     MONUMENTED       CGS
 CV0082
 CV0082                          STATION DESCRIPTION
 CV0082
 CV0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0082'19.95 MI E FROM ANDREWS.
 CV0082'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0082'COURTHOUSE AT ANDREWS, THENCE 19.85 MILES EAST ALONG STATE HIGHWAY
 CV0082'176, 59 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.4 MILE
 CV0082'EAST OF THE MARTIN-ANDREWS COUNTY LINE, 1 FOOT NORTH OF THE SOUTH
 CV0082'RIGHT OF WAY FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CV0082'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 CV0082'POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0165 ***********************************************************************
 CV0165  DESIGNATION -  D 1127
 CV0165  PID         -  CV0165
 CV0165  STATE/COUNTY-  TX/ANDREWS
 CV0165  USGS QUAD   -  ANDREWS (1970)
 CV0165
 CV0165                         *CURRENT SURVEY CONTROL
 CV0165  ___________________________________________________________________
 CV0165* NAD 83(1986)-  32 17 26.     (N)    102 36 30.     (W)     SCALED    
 CV0165* NAVD 88     -       983.293  (meters)    3226.02   (feet)  ADJUSTED  
 CV0165  ___________________________________________________________________
 CV0165  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CV0165  DYNAMIC HT  -         981.932 (meters)    3221.56  (feet)  COMP
 CV0165  MODELED GRAV-     979,220.7   (mgal)                       NAVD 88
 CV0165
 CV0165  VERT ORDER  -  SECOND    CLASS 0
 CV0165
 CV0165.The horizontal coordinates were scaled from a topographic map and have
 CV0165.an estimated accuracy of +/- 6 seconds.
 CV0165
 CV0165.The orthometric height was determined by differential leveling
 CV0165.and adjusted by the National Geodetic Survey in June 1991..
 CV0165
 CV0165.The geoid height was determined by GEOID03.
 CV0165
 CV0165.The dynamic height is computed by dividing the NAVD 88
 CV0165.geopotential number by the normal gravity value computed on the
 CV0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0165.degrees latitude (g = 980.6199 gals.).
 CV0165
 CV0165.The modeled gravity was interpolated from observed gravity values.
 CV0165
 CV0165;                    North         East    Units  Estimated Accuracy
 CV0165;SPC TXNC     - 2,076,750.      213,130.      MT  (+/- 180 meters Scaled)
 CV0165
 CV0165                          SUPERSEDED SURVEY CONTROL
 CV0165
 CV0165  NGVD 29 (??/??/92)  982.869  (m)         3224.63   (f) ADJ UNCH    2 0
 CV0165
 CV0165.Superseded values are not recommended for survey control.
 CV0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0165.See file dsdata.txt to determine how the superseded data were derived.
 CV0165
 CV0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR252751(NAD 83)
 CV0165_MARKER: DB = BENCH MARK DISK
 CV0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0165_STAMPING: D 1127 1958
 CV0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0165+STABILITY: SURFACE MOTION
 CV0165
 CV0165  HISTORY     - Date     Condition        Report By
 CV0165  HISTORY     - 1958     MONUMENTED       CGS
 CV0165
 CV0165                          STATION DESCRIPTION
 CV0165
 CV0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0165'4.25 MI SW FROM ANDREWS.
 CV0165'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0165'COURTHOUSE AT ANDREWS, THENCE 4.15 MILES SOUTHWEST ALONG STATE HIGHWAY
 CV0165'115, 59 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET
 CV0165'SOUTHEAST OF A TEE FENCE CORNER, IN LINE WITH A ROW OF TELEPHONE
 CV0165'POLES, 25 FEET NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET SOUTHEAST OF
 CV0165'THE NORTHWEST RIGHT OF WAY FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 CV0165'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE
 CV0165'TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0095 ***********************************************************************
 CV0095  DESIGNATION -  D 1128
 CV0095  PID         -  CV0095
 CV0095  STATE/COUNTY-  TX/MARTIN
 CV0095  USGS QUAD   -  NORTH CURTIS RANCH (1966)
 CV0095
 CV0095                         *CURRENT SURVEY CONTROL
 CV0095  ___________________________________________________________________
 CV0095* NAD 83(1986)-  32 08 28.     (N)    102 03 25.     (W)     SCALED    
 CV0095* NAVD 88     -       860.511  (meters)    2823.19   (feet)  ADJUSTED  
 CV0095  ___________________________________________________________________
 CV0095  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 CV0095  DYNAMIC HT  -         859.304 (meters)    2819.23  (feet)  COMP
 CV0095  MODELED GRAV-     979,208.1   (mgal)                       NAVD 88
 CV0095
 CV0095  VERT ORDER  -  SECOND    CLASS 0
 CV0095
 CV0095.The horizontal coordinates were scaled from a topographic map and have
 CV0095.an estimated accuracy of +/- 6 seconds.
 CV0095
 CV0095.The orthometric height was determined by differential leveling
 CV0095.and adjusted by the National Geodetic Survey in June 1991..
 CV0095
 CV0095.The geoid height was determined by GEOID03.
 CV0095
 CV0095.The dynamic height is computed by dividing the NAVD 88
 CV0095.geopotential number by the normal gravity value computed on the
 CV0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0095.degrees latitude (g = 980.6199 gals.).
 CV0095
 CV0095.The modeled gravity was interpolated from observed gravity values.
 CV0095
 CV0095;                    North         East    Units  Estimated Accuracy
 CV0095;SPC TXNC     - 2,058,290.      264,470.      MT  (+/- 180 meters Scaled)
 CV0095
 CV0095                          SUPERSEDED SURVEY CONTROL
 CV0095
 CV0095  NGVD 29 (??/??/92)  860.144  (m)         2821.99   (f) ADJ UNCH    2 0
 CV0095
 CV0095.Superseded values are not recommended for survey control.
 CV0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0095.See file dsdata.txt to determine how the superseded data were derived.
 CV0095
 CV0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR776598(NAD 83)
 CV0095_MARKER: DB = BENCH MARK DISK
 CV0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0095_STAMPING: D 1128 1958
 CV0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0095+STABILITY: SURFACE MOTION
 CV0095
 CV0095  HISTORY     - Date     Condition        Report By
 CV0095  HISTORY     - 1958     MONUMENTED       CGS
 CV0095
 CV0095                          STATION DESCRIPTION
 CV0095
 CV0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0095'12.2 MI N FROM MIDLAND.
 CV0095'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0095'MIDLAND, THENCE 9.2 MILES NORTHWEST ALONG STATE HIGHWAY 349, THENCE
 CV0095'2.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, AT THE GEORGE GLASS
 CV0095'RANCH AIRPORT, 47 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 288
 CV0095'FEET NORTHWEST OF THE WEST CORNER OF THE RANCH HOUSE, 1 1/2 FEET
 CV0095'NORTHEAST OF THE EAST CORNER OF THE HANGAR, ABOUT LEVEL WITH THE ROAD,
 CV0095'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0499 ***********************************************************************
 BP0499  DESIGNATION -  D 1129
 BP0499  PID         -  BP0499
 BP0499  STATE/COUNTY-  TX/JEFF DAVIS
 BP0499  USGS QUAD   -  ANTELOPE FLAT (1972)
 BP0499
 BP0499                         *CURRENT SURVEY CONTROL
 BP0499  ___________________________________________________________________
 BP0499* NAD 83(1986)-  30 59 05.     (N)    103 55 18.     (W)     SCALED    
 BP0499* NAVD 88     -      1138.194  (meters)    3734.22   (feet)  POSTED    
 BP0499  ___________________________________________________________________
 BP0499  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 BP0499  DYNAMIC HT  -        1136.440 (meters)    3728.47  (feet)  COMP
 BP0499  MODELED GRAV-     979,060.7   (mgal)                       NAVD 88
 BP0499
 BP0499  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0499
 BP0499.The horizontal coordinates were scaled from a topographic map and have
 BP0499.an estimated accuracy of +/- 6 seconds.
 BP0499
 BP0499.The orthometric height was determined by differential leveling
 BP0499.and adjusted by the National Geodetic Survey in 1992..
 BP0499.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0499.rate of 0.0 thru 1.0 mm/km.
 BP0499
 BP0499.The geoid height was determined by GEOID03.
 BP0499
 BP0499.The dynamic height is computed by dividing the NAVD 88
 BP0499.geopotential number by the normal gravity value computed on the
 BP0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0499.degrees latitude (g = 980.6199 gals.).
 BP0499
 BP0499.The modeled gravity was interpolated from observed gravity values.
 BP0499
 BP0499;                    North         East    Units  Estimated Accuracy
 BP0499;SPC TX C     - 3,151,640.      357,340.      MT  (+/- 180 meters Scaled)
 BP0499
 BP0499                          SUPERSEDED SURVEY CONTROL
 BP0499
 BP0499  NGVD 29 (??/??/92) 1137.787  (m)         3732.89   (f) ADJ UNCH    2 0
 BP0499
 BP0499.Superseded values are not recommended for survey control.
 BP0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0499.See file dsdata.txt to determine how the superseded data were derived.
 BP0499
 BP0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ029284(NAD 83)
 BP0499_MARKER: DB = BENCH MARK DISK
 BP0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0499_STAMPING: D 1129 1958
 BP0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0499+STABILITY: SURFACE MOTION
 BP0499
 BP0499  HISTORY     - Date     Condition        Report By
 BP0499  HISTORY     - 1958     MONUMENTED       CGS
 BP0499
 BP0499                          STATION DESCRIPTION
 BP0499
 BP0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0499'9.35 MI NW FROM TOYAHVALE.
 BP0499'ABOUT 9.35 MILES NORTHWEST ALONG U. S. HIGHWAY 290 FROM THE POST
 BP0499'OFFICE AT TOYAHVALE, NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.2
 BP0499'MILE NORTHWEST OF A CONCRETE HIGHWAY BRIDGE, 0.5 MILE SOUTHEAST OF THE
 BP0499'JEFF DAVIS-REEVES COUNTY LINE, 1 1/2 FEET SOUTHWEST OF A FENCE, 2 FEET
 BP0499'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BP0499'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0535 ***********************************************************************
 DO0535  DESIGNATION -  D 113
 DO0535  PID         -  DO0535
 DO0535  STATE/COUNTY-  TX/KNOX
 DO0535  USGS QUAD   -  BENJAMIN (1967)
 DO0535
 DO0535                         *CURRENT SURVEY CONTROL
 DO0535  ___________________________________________________________________
 DO0535* NAD 83(1986)-  33 31 13.     (N)    099 47 05.     (W)     SCALED    
 DO0535* NAVD 88     -       430.860  (meters)    1413.58   (feet)  ADJUSTED  
 DO0535  ___________________________________________________________________
 DO0535  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DO0535  DYNAMIC HT  -         430.351 (meters)    1411.91  (feet)  COMP
 DO0535  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 DO0535
 DO0535  VERT ORDER  -  FIRST     CLASS II
 DO0535
 DO0535.The horizontal coordinates were scaled from a topographic map and have
 DO0535.an estimated accuracy of +/- 6 seconds.
 DO0535
 DO0535.The orthometric height was determined by differential leveling
 DO0535.and adjusted by the National Geodetic Survey in June 1991..
 DO0535
 DO0535.The geoid height was determined by GEOID03.
 DO0535
 DO0535.The dynamic height is computed by dividing the NAVD 88
 DO0535.geopotential number by the normal gravity value computed on the
 DO0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0535.degrees latitude (g = 980.6199 gals.).
 DO0535
 DO0535.The modeled gravity was interpolated from observed gravity values.
 DO0535
 DO0535;                    North         East    Units  Estimated Accuracy
 DO0535;SPC TXNC     - 2,206,280.      480,660.      MT  (+/- 180 meters Scaled)
 DO0535
 DO0535                          SUPERSEDED SURVEY CONTROL
 DO0535
 DO0535  NGVD 29 (??/??/92)  430.713  (m)         1413.10   (f) ADJ UNCH    1 2
 DO0535
 DO0535.Superseded values are not recommended for survey control.
 DO0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0535.See file dsdata.txt to determine how the superseded data were derived.
 DO0535
 DO0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC271092(NAD 83)
 DO0535_MARKER: DB = BENCH MARK DISK
 DO0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0535_STAMPING: 1413.098 D 113 1933
 DO0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0535+STABILITY: SURFACE MOTION
 DO0535
 DO0535  HISTORY     - Date     Condition        Report By
 DO0535  HISTORY     - 1933     MONUMENTED       CGS
 DO0535  HISTORY     - 1958     GOOD             NGS
 DO0535
 DO0535                          STATION DESCRIPTION
 DO0535
 DO0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0535'4.8 MI S FROM BENJAMIN.
 DO0535'4.8 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0535'BENJAMIN, KNOX COUNTY, 0.4 MILE SOUTH OF A BRIDGE, OPPOSITE HIGHWAY
 DO0535'STATION 486+00, AND 42 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 DO0535'STANDARD DISK, STAMPED 1413.098 D 113 1933 AND SET IN THE TOP OF A
 DO0535'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0002 ***********************************************************************
 EO0002  CBN         -  This is a Cooperative Base Network Control Station.
 EO0002  DESIGNATION -  D 1131
 EO0002  PID         -  EO0002
 EO0002  STATE/COUNTY-  TX/RANDALL
 EO0002  USGS QUAD   -  UMBARGER (1984)
 EO0002
 EO0002                         *CURRENT SURVEY CONTROL
 EO0002  ___________________________________________________________________
 EO0002* NAD 83(1993)-  34 58 29.28645(N)    102 01 57.51426(W)     ADJUSTED  
 EO0002* NAVD 88     -      1127.124  (meters)    3697.91   (feet)  ADJUSTED  
 EO0002  ___________________________________________________________________
 EO0002  X           -  -1,090,903.790 (meters)                     COMP
 EO0002  Y           -  -5,117,959.394 (meters)                     COMP
 EO0002  Z           -   3,636,207.919 (meters)                     COMP
 EO0002  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 EO0002  ELLIP HEIGHT-        1101.33  (meters)          (10/24/00) GPS OBS
 EO0002  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 EO0002  DYNAMIC HT  -        1125.744 (meters)    3693.38  (feet)  COMP
 EO0002  MODELED GRAV-     979,371.7   (mgal)                       NAVD 88
 EO0002
 EO0002  HORZ ORDER  -  B
 EO0002  VERT ORDER  -  FIRST     CLASS II
 EO0002  ELLP ORDER  -  FOURTH    CLASS II
 EO0002
 EO0002.The horizontal coordinates were established by GPS observations
 EO0002.and adjusted by the National Geodetic Survey in May 1994..
 EO0002
 EO0002.The orthometric height was determined by differential leveling
 EO0002.and adjusted by the National Geodetic Survey in June 1991..
 EO0002
 EO0002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EO0002
 EO0002.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0002
 EO0002.The ellipsoidal height was determined by GPS observations
 EO0002.and is referenced to NAD 83.
 EO0002
 EO0002.The geoid height was determined by GEOID03.
 EO0002
 EO0002.The dynamic height is computed by dividing the NAVD 88
 EO0002.geopotential number by the normal gravity value computed on the
 EO0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0002.degrees latitude (g = 980.6199 gals.).
 EO0002
 EO0002.The modeled gravity was interpolated from observed gravity values.
 EO0002
 EO0002;                    North         East     Units Scale Factor Converg.
 EO0002;SPC TX N     - 1,108,272.765   151,364.233   MT  0.99994059   -0 18 31.3
 EO0002;SPC TX N     - 3,636,058.23    496,600.82   sFT  0.99994059   -0 18 31.3
 EO0002;UTM  13      - 3,874,271.924   770,901.086   MT  1.00050458   +1 42 07.1
 EO0002;UTM  14      - 3,874,451.033   223,136.837   MT  1.00054484   -1 44 22.1
 EO0002
 EO0002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0002!SPC TX N     -   0.99982716  x   0.99994059  =   0.99976776
 EO0002!UTM  13      -   0.99982716  x   1.00050458  =   1.00033165
 EO0002!UTM  14      -   0.99982716  x   1.00054484  =   1.00037190
 EO0002
 EO0002                          SUPERSEDED SURVEY CONTROL
 EO0002
 EO0002  ELLIP H (05/09/94) 1101.32   (m)                       GP(       ) 4 2
 EO0002  ELLIP H (12/21/93) 1100.57   (m)                       GP(       ) 4 1
 EO0002  NAD 83(1986)-  34 58 29.29650(N)    102 01 57.50774(W) AD(       ) 3
 EO0002  NAD 27      -  34 58 29.10738(N)    102 01 55.86227(W) AD(       ) 3
 EO0002  NAVD 88 (05/09/94) 1127.12   (m)         3697.9    (f) LEVELING    3  
 EO0002  NGVD 29 (??/??/92) 1126.589  (m)         3696.15   (f) ADJ UNCH    1 2
 EO0002
 EO0002.Superseded values are not recommended for survey control.
 EO0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0002.See file dsdata.txt to determine how the superseded data were derived.
 EO0002
 EO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU7090174272(NAD 83)
 EO0002_MARKER: DB = BENCH MARK DISK
 EO0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0002_SP_SET: CONCRETE POST
 EO0002_STAMPING: D 1131 1958
 EO0002_MARK LOGO: CGS   
 EO0002_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0002+STABILITY: SURFACE MOTION
 EO0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0002+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1995
 EO0002
 EO0002  HISTORY     - Date     Condition        Report By
 EO0002  HISTORY     - 1958     MONUMENTED       CGS
 EO0002  HISTORY     - 1984     GOOD             NGS
 EO0002  HISTORY     - 1988     GOOD             NGS
 EO0002  HISTORY     - 19930216 GOOD             NGS
 EO0002  HISTORY     - 19950729 GOOD             NGS
 EO0002
 EO0002                          STATION DESCRIPTION
 EO0002
 EO0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0002'4.6 MI NE FROM UMBARGER.
 EO0002'ABOUT 4.6 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0002'FROM THE STATION AT UMBARGER, 75 FEET NORTH-NORTHWEST OF MILE POST
 EO0002'576, 82 FEET NORTH-NORTHWEST OF THE NEAR RAIL, 69 FEET SOUTH-SOUTHEAST
 EO0002'OF THE CENTER LINE OF U. S. HIGHWAY 60, 40 FEET SOUTHWEST OF A
 EO0002'TELEPHONE POLE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET
 EO0002'BELOW THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 EO0002'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THIS MARK IS ABOUT 1.0 MILE
 EO0002'WEST OF B.M. H 20, DESCRIBED FROM CANYON.
 EO0002
 EO0002                          STATION RECOVERY (1984)
 EO0002
 EO0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0002'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.0 KM (5.6 MI)
 EO0002'SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EO0002'THE STATION IN CANYON.  DELETE=40 FEET SOUTHWEST OF A TELEPHONE POLE.
 EO0002
 EO0002                          STATION RECOVERY (1988)
 EO0002
 EO0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EO0002'THE STATION IS LOCATED ABOUT 9.5 KM (5.9 MI)
 EO0002'WEST-SOUTHWEST OF CANYON, IN THE WIDE GRASS STRIP BETWEEN US
 EO0002'HIGHWAY 60 AND THE SANTE FE RAILROAD TRACKS AND AT RAILROAD
 EO0002'MILEPOST 576.
 EO0002'OWNERSHIP--SANTE FE RAILROAD, PO BOX 509, AMARILLO TX 79179, PHONE
 EO0002'806-379-3708.
 EO0002'
 EO0002'TO REACH THE STATION FROM THE 15TH STREET OVERPASS ON US HIGHWAY 60
 EO0002'IN CANYON, GO WEST ON US HIGHWAY 60 FOR 6.1 KM (3.8 MI) TO FARM
 EO0002'ROAD 1062 ON THE RIGHT.  CONTINUE AHEAD FOR 2.9 KM (1.8 MI) TO A
 EO0002'DIRT CROSSROAD. (THIS ROAD IS HARD TO SEE AFTER DARK). CONTINUE
 EO0002'AHEAD FOR 0.6 KM (0.4 MI) TO THE STATION ON THE LEFT AND ON THE
 EO0002'SOUTH SIDE OF HIGHWAY.
 EO0002'
 EO0002'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---D 1131
 EO0002'1958---, SET IN THE TOP OF A ROUND CONCRETE POST 30 CM IN DIAMETER
 EO0002'AND PROJECTING 10 CM ABOVE THE GROUND.  LOCATED 40.2 METERS (131.9
 EO0002'FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF US HIGHWAY 60,
 EO0002'24.9 METERS (81.7 FT) NORTH OF THE NORTH RAIL OF TRACKS, 22.7
 EO0002'METERS (74.5 FT) NORTH OF MILEPOST 576, 0.6 METER (2.0 FT) EAST OF
 EO0002'A FIBERGLASS WITNESS POST AND 0.6 METER (2.0 FT) WEST OF A METAL
 EO0002'WITNESS POST.
 EO0002'
 EO0002'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EO0002'
 EO0002'THIS STATION IS SUSITABLE FOR GPS SURVEYS.
 EO0002'
 EO0002'DESCRIBED BY D.A. BOWLING.
 EO0002
 EO0002                          STATION RECOVERY (1993)
 EO0002
 EO0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EO0002'STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHWEST OF CANYON, 8 KM
 EO0002'(4.95 MI) NORTHEAST OF UMBARGER, ALONG U.S. HIGHWAY 60, AT MILE
 EO0002'300.7, IN THE WIDE GRASSY STRIP BETWEEN THE HIGHWAY AND A RAILROAD
 EO0002'TRACK, AT RAILROAD MILEPOST 576.  OWNERSHIP--SANTA FE RAILROAD.
 EO0002'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S. HIGHWAY 60 AND
 EO0002'15TH STREET IN CANYON, GO SOUTHWEST ON HIGHWAY 60 FOR 5.68 KM
 EO0002'(3.50 MI) TO FARM ROAD 1062 ON THE RIGHT.  CONTINUE AHEAD FOR 3.28 KM
 EO0002'(2.05 MI) TO A DIRT CROSSROAD. CONTINUE AHEAD FOR 0.68 KM (0.40 MI)
 EO0002'TO THE STATION ON THE LEFT.  CONTINUE AHEAD TO A CROSSOVER, THEN
 EO0002'RETURN TO THE STATION SITE ON THE RIGHT.
 EO0002'STATION MARK IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST
 EO0002'PROJECTING 10 CM ABOVE GROUND.  IT IS 40.2 M (131.9 FT) SOUTH OF, AND
 EO0002'SLIGHTLY LOWER THAN THE EASTBOUND LANES OF THE HIGHWAY, 24.9 M
 EO0002'(81.7 FT) NORTH OF THE NORTH RAIL OF THE TRACK AT MILEPOST 576, 0.6 M
 EO0002'(2.0 FT) WEST OF A METAL WITNESS POST, AND 0.7 M (2.3 FT) EAST OF A
 EO0002'FIBERGLASS WITNESS POST.
 EO0002
 EO0002                          STATION RECOVERY (1995)
 EO0002
 EO0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EO0002'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI)  WEST-SOUTHWEST OF
 EO0002'CANYON, IN THE WIDE GRASS STRIP BETWEEN U.S.  HIGHWAY 60 AND THE SANTE
 EO0002'FE RAILROAD TRACKS AT RAILROAD MILEPOST 576.  OWNERSHIP--SANTE FE
 EO0002'RAILROAD, P O BOX 509, AMARILLO TX 79179, THE PHONE NUMBER IS
 EO0002'806-379-3708.  TO REACH THE STATION FROM THE 15TH STREET OVERPASS ON
 EO0002'U.S.  HIGHWAY 60 IN CANYON, GO WEST ON THE HIGHWAY FOR 6.1 KM (3.80
 EO0002'MI)  TO FARM ROAD 1062.  CONTINUE AHEAD FOR 2.9 KM (1.80 MI) TO A DIRT
 EO0002'CROSSROAD.  CONTINUE AHEAD FOR 0.6 KM (0.35 MI)  TO THE STATION ON THE
 EO0002'LEFT AND ON THE SOUTH SIDE OF THE HIGHWAY.  THE STATION IS 40.2 M
 EO0002'(131.9 FT)  SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY,
 EO0002'24.9 M (81.7 FT)  NORTH OF THE NORTH RAILS OF THE TRACK, 22.7 M (74.5
 EO0002'FT)  NORTH OF MILEPOST 576, 0.6 M (2.0 FT) EAST OF A WITNESS POST, AND
 EO0002'0.6 M (2.0 FT)  WEST OF A METAL WITNESS POST, AND THE MONUMENT IS
 EO0002'PROJECTING 10-CM ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1102 ***********************************************************************
 FL1102  DESIGNATION -  D 1132
 FL1102  PID         -  FL1102
 FL1102  STATE/COUNTY-  TX/RANDALL
 FL1102  USGS QUAD   -  AMARILLO EAST (1973)
 FL1102
 FL1102                         *CURRENT SURVEY CONTROL
 FL1102  ___________________________________________________________________
 FL1102* NAD 83(1986)-  35 08 36.     (N)    101 50 22.     (W)     SCALED    
 FL1102* NAVD 88     -      1109.011  (meters)    3638.48   (feet)  ADJUSTED  
 FL1102  ___________________________________________________________________
 FL1102  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL1102  DYNAMIC HT  -        1107.686 (meters)    3634.13  (feet)  COMP
 FL1102  MODELED GRAV-     979,401.6   (mgal)                       NAVD 88
 FL1102
 FL1102  VERT ORDER  -  FIRST     CLASS II
 FL1102
 FL1102.The horizontal coordinates were scaled from a topographic map and have
 FL1102.an estimated accuracy of +/- 6 seconds.
 FL1102
 FL1102.The orthometric height was determined by differential leveling
 FL1102.and adjusted by the National Geodetic Survey in June 1991..
 FL1102
 FL1102.The geoid height was determined by GEOID03.
 FL1102
 FL1102.The dynamic height is computed by dividing the NAVD 88
 FL1102.geopotential number by the normal gravity value computed on the
 FL1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1102.degrees latitude (g = 980.6199 gals.).
 FL1102
 FL1102.The modeled gravity was interpolated from observed gravity values.
 FL1102
 FL1102;                    North         East    Units  Estimated Accuracy
 FL1102;SPC TX N     - 1,126,890.      169,070.      MT  (+/- 180 meters Scaled)
 FL1102
 FL1102                          SUPERSEDED SURVEY CONTROL
 FL1102
 FL1102  NGVD 29 (??/??/92) 1108.468  (m)         3636.70   (f) ADJ UNCH    1 2
 FL1102
 FL1102.Superseded values are not recommended for survey control.
 FL1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1102.See file dsdata.txt to determine how the superseded data were derived.
 FL1102
 FL1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD413926(NAD 83)
 FL1102_MARKER: DB = BENCH MARK DISK
 FL1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1102_STAMPING: D 1132 1958
 FL1102_MARK LOGO: CGS   
 FL1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1102+STABILITY: SURFACE MOTION
 FL1102
 FL1102  HISTORY     - Date     Condition        Report By
 FL1102  HISTORY     - 1958     MONUMENTED       CGS
 FL1102  HISTORY     - 1984     GOOD             NGS
 FL1102
 FL1102                          STATION DESCRIPTION
 FL1102
 FL1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1102'5.15 MI S FROM AMARILLO.
 FL1102'ABOUT 4.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1102'THE STATION AT AMARILLO, THENCE ABOUT 0.45 MILE EAST ALONG A DIRT
 FL1102'ROAD, THENCE ABOUT 0.4 MILE SOUTH ALONG THE DIRT ROAD, AT THE PALO
 FL1102'DURO AIRPORT, 91 FEET NORTHWEST OF THE NEAR CORNER OF THE NORTH
 FL1102'HANGAR, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET NORTH
 FL1102'OF A POWER POLE, 1 1/2 FEET EAST OF A FENCE, 2 FEET SOUTH OF A METAL
 FL1102'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 FL1102'POST PROJECTING 6 INCHES.
 FL1102
 FL1102                          STATION RECOVERY (1984)
 FL1102
 FL1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1102'RECOVERED IN GOOD CONDITION.  NOTE=THE MARK IS ABOUT 1 FOOT BELOW THE
 FL1102'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1244 ***********************************************************************
 CS1244  DESIGNATION -  D 1134
 CS1244  PID         -  CS1244
 CS1244  STATE/COUNTY-  TX/DALLAS
 CS1244  USGS QUAD   -  IRVING (1981)
 CS1244
 CS1244                         *CURRENT SURVEY CONTROL
 CS1244  ___________________________________________________________________
 CS1244* NAD 83(1986)-  32 50 10.     (N)    096 54 55.     (W)     SCALED    
 CS1244* NAVD 88     -       152.125  (meters)     499.10   (feet)  ADJUSTED  
 CS1244  ___________________________________________________________________
 CS1244  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CS1244  DYNAMIC HT  -         151.951 (meters)     498.53  (feet)  COMP
 CS1244  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 CS1244
 CS1244  VERT ORDER  -  FIRST     CLASS II
 CS1244
 CS1244.The horizontal coordinates were scaled from a topographic map and have
 CS1244.an estimated accuracy of +/- 6 seconds.
 CS1244
 CS1244.The orthometric height was determined by differential leveling
 CS1244.and adjusted by the National Geodetic Survey in June 1991..
 CS1244
 CS1244.The geoid height was determined by GEOID03.
 CS1244
 CS1244.The dynamic height is computed by dividing the NAVD 88
 CS1244.geopotential number by the normal gravity value computed on the
 CS1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1244.degrees latitude (g = 980.6199 gals.).
 CS1244
 CS1244.The modeled gravity was interpolated from observed gravity values.
 CS1244
 CS1244;                    North         East    Units  Estimated Accuracy
 CS1244;SPC TXNC     - 2,130,800.      748,350.      MT  (+/- 180 meters Scaled)
 CS1244
 CS1244                          SUPERSEDED SURVEY CONTROL
 CS1244
 CS1244  NGVD 29 (??/??/92)  152.139  (m)          499.14   (f) ADJ UNCH    1 2
 CS1244
 CS1244.Superseded values are not recommended for survey control.
 CS1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1244.See file dsdata.txt to determine how the superseded data were derived.
 CS1244
 CS1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB951350(NAD 83)
 CS1244_MARKER: DB = BENCH MARK DISK
 CS1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1244_STAMPING: D 1134 1958
 CS1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1244+STABILITY: SURFACE MOTION
 CS1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1244+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 CS1244
 CS1244  HISTORY     - Date     Condition        Report By
 CS1244  HISTORY     - 1958     MONUMENTED       CGS
 CS1244  HISTORY     - 20050307 GOOD             USPSQD
 CS1244
 CS1244                          STATION DESCRIPTION
 CS1244
 CS1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CS1244'2.65 MI SW FROM DALLAS.
 CS1244'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 183, OR LOOP 12, FROM
 CS1244'THE TRAFFIC CIRCLE AT THE JUNCTION OF STATE HIGHWAY 114, AT THE
 CS1244'SOUTHWEST CORNER OF THE INTERSECTION OF STATE HIGHWAY 183 W AND LOOP
 CS1244'12 S, 64 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST ENTRANCE TO THE
 CS1244'DARR EQUIPMENT COMPANY BUILDING, 1/2 FOOT EAST OF THE EAST EDGE OF THE
 CS1244'PAVED DRIVEWAY IN FRONT OF THE EQUIPMENT COMPANY BUILDING, AND IN THE
 CS1244'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CS1244
 CS1244                          STATION RECOVERY (2005)
 CS1244
 CS1244'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2470 ***********************************************************************
 AW2470  DESIGNATION -  D 1135
 AW2470  PID         -  AW2470
 AW2470  STATE/COUNTY-  TX/JEFFERSON
 AW2470  USGS QUAD   -  CLAM LAKE (1993)
 AW2470
 AW2470                         *CURRENT SURVEY CONTROL
 AW2470  ___________________________________________________________________
 AW2470* NAD 83(1986)-  29 41 02.     (N)    094 00 51.     (W)     SCALED    
 AW2470* NAVD 88     -         1.46   (+/-2cm)       4.8    (feet)  VERTCON   
 AW2470  ___________________________________________________________________
 AW2470  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW2470
 AW2470  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2470
 AW2470.The horizontal coordinates were scaled from a topographic map and have
 AW2470.an estimated accuracy of +/- 6 seconds.
 AW2470
 AW2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2470.The vertical order pertains to the NGVD 29 superseded value.
 AW2470
 AW2470.The geoid height was determined by GEOID03.
 AW2470
 AW2470;                    North         East    Units  Estimated Accuracy
 AW2470;SPC TXSC     - 4,215,380.    1,082,380.      MT  (+/- 180 meters Scaled)
 AW2470
 AW2470                          SUPERSEDED SURVEY CONTROL
 AW2470
 AW2470  NGVD 29 (??/??/92)    1.449  (m)            4.75   (f) ADJ UNCH    1 2
 AW2470
 AW2470.Superseded values are not recommended for survey control.
 AW2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2470.See file dsdata.txt to determine how the superseded data were derived.
 AW2470
 AW2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN018841(NAD 83)
 AW2470_MARKER: DB = BENCH MARK DISK
 AW2470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2470_SP_SET: 48 FT.
 AW2470_STAMPING: D 1135 1958
 AW2470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2470
 AW2470  HISTORY     - Date     Condition        Report By
 AW2470  HISTORY     - 1958     MONUMENTED       CGS
 AW2470  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2470  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2470
 AW2470                          STATION DESCRIPTION
 AW2470
 AW2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2470'8.1 MI SW FROM SABINE PASS.
 AW2470'ABOUT 8.1 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AW2470'MONUMENT AT SABINE PASS, 74 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW2470'HIGHWAY, 1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 AW2470'THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 AW2470'ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A 6-INCH
 AW2470'TILE PROJECTING 4 INCHES.
 AW2470
 AW2470                          STATION RECOVERY (1989)
 AW2470
 AW2470'RECOVERY NOTE BY US POWER SQUADRON 1989 (WAF)
 AW2470'MARK NOT FOUND.
 AW2470
 AW2470                          STATION RECOVERY (2002)
 AW2470
 AW2470'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1407 ***********************************************************************
 AW1407  DESIGNATION -  D 1136
 AW1407  PID         -  AW1407
 AW1407  STATE/COUNTY-  TX/CHAMBERS
 AW1407  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW1407
 AW1407                         *CURRENT SURVEY CONTROL
 AW1407  ___________________________________________________________________
 AW1407* NAD 83(1986)-  29 40 33.     (N)    094 26 51.     (W)     SCALED    
 AW1407* NAVD 88     -         2.51   (+/-2cm)       8.2    (feet)  VERTCON   
 AW1407  ___________________________________________________________________
 AW1407  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1407
 AW1407  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1407
 AW1407.The horizontal coordinates were scaled from a topographic map and have
 AW1407.an estimated accuracy of +/- 6 seconds.
 AW1407
 AW1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1407.The vertical order pertains to the NGVD 29 superseded value.
 AW1407
 AW1407.The geoid height was determined by GEOID03.
 AW1407
 AW1407;                    North         East    Units  Estimated Accuracy
 AW1407;SPC TXSC     - 4,212,770.    1,040,510.      MT  (+/- 180 meters Scaled)
 AW1407
 AW1407                          SUPERSEDED SURVEY CONTROL
 AW1407
 AW1407  NGVD 29 (??/??/92)    2.506  (m)            8.22   (f) ADJ UNCH    1 2
 AW1407
 AW1407.Superseded values are not recommended for survey control.
 AW1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1407.See file dsdata.txt to determine how the superseded data were derived.
 AW1407
 AW1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN599837(NAD 83)
 AW1407_MARKER: DB = BENCH MARK DISK
 AW1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1407_STAMPING: D 1136 1958
 AW1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1407+STABILITY: SURFACE MOTION
 AW1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1407+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 AW1407
 AW1407  HISTORY     - Date     Condition        Report By
 AW1407  HISTORY     - 1958     MONUMENTED       CGS
 AW1407  HISTORY     - 1978     GOOD             NGS
 AW1407  HISTORY     - 19961125 GOOD             USPSQD
 AW1407  HISTORY     - 20010331 GOOD             NGS
 AW1407  HISTORY     - 20040308 GOOD             USPSQD
 AW1407  HISTORY     - 20050311 GOOD             USPSQD
 AW1407
 AW1407                          STATION DESCRIPTION
 AW1407
 AW1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1407'12.6 MI SW FROM STOWELL.
 AW1407'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE AT
 AW1407'STOWELL, THENCE ABOUT 4.4 MILES WEST ALONG FARM ROAD 1985, 49 FEET
 AW1407'SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET WEST OF THE WEST EDGE OF
 AW1407'A DRAINAGE DITCH, 13 FEET EAST OF POWER POLE 815, 2 FEET SOUTH OF A
 AW1407'FENCE, 1 FOOT SOUTH OF A CONCRETE WITNESS POST, ABOUT 4 FEET BELOW THE
 AW1407'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE WITNESS POST, ABOUT 4
 AW1407'FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 AW1407'PROJECTING 8 INCHES.
 AW1407
 AW1407                          STATION RECOVERY (1978)
 AW1407
 AW1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1407'RECOVERED IN GOOD CONDITION.
 AW1407
 AW1407                          STATION RECOVERY (1996)
 AW1407
 AW1407'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1407'RECOVERED IN GOOD CONDITION.
 AW1407
 AW1407                          STATION RECOVERY (2001)
 AW1407
 AW1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1407
 AW1407                          STATION RECOVERY (2004)
 AW1407
 AW1407'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1407'GO TO N29 40 33.0 W094 26 48.3
 AW1407
 AW1407                          STATION RECOVERY (2005)
 AW1407
 AW1407'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0521 ***********************************************************************
 AW0521  DESIGNATION -  D 1138
 AW0521  PID         -  AW0521
 AW0521  STATE/COUNTY-  TX/GALVESTON
 AW0521  USGS QUAD   -  GALVESTON (1994)
 AW0521
 AW0521                         *CURRENT SURVEY CONTROL
 AW0521  ___________________________________________________________________
 AW0521* NAD 83(1986)-  29 20 20.     (N)    094 47 33.     (W)     SCALED    
 AW0521* NAVD 88     -         1.34   (+/-2cm)       4.4    (feet)  VERTCON   
 AW0521  ___________________________________________________________________
 AW0521  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW0521
 AW0521  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0521
 AW0521.The horizontal coordinates were scaled from a topographic map and have
 AW0521.an estimated accuracy of +/- 6 seconds.
 AW0521
 AW0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0521.The vertical order pertains to the NGVD 29 superseded value.
 AW0521
 AW0521.The geoid height was determined by GEOID03.
 AW0521
 AW0521;                    North         East    Units  Estimated Accuracy
 AW0521;SPC TXSC     - 4,174,200.    1,008,490.      MT  (+/- 180 meters Scaled)
 AW0521
 AW0521                          SUPERSEDED SURVEY CONTROL
 AW0521
 AW0521  NGVD 29 (??/??/92)    1.336  (m)            4.38   (f) ADJ UNCH    1 2
 AW0521
 AW0521.Superseded values are not recommended for survey control.
 AW0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0521.See file dsdata.txt to determine how the superseded data were derived.
 AW0521
 AW0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN259468(NAD 83)
 AW0521_MARKER: DB = BENCH MARK DISK
 AW0521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0521_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0521_STAMPING: D 1138 1958
 AW0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0521
 AW0521  HISTORY     - Date     Condition        Report By
 AW0521  HISTORY     - 1958     MONUMENTED       CGS
 AW0521  HISTORY     - 1964     GOOD             NGS
 AW0521  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0521  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 AW0521  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW0521  HISTORY     - 19940604 MARK NOT FOUND   USPSQD
 AW0521  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW0521
 AW0521                          STATION DESCRIPTION
 AW0521
 AW0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0521'7.45 MI N FROM GALVESTON.
 AW0521'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0521'RAILWAY FROM UNION STATION AT GALVESTON, THENCE 1.3 MILES NORTHEAST
 AW0521'ALONG 51ST STREET, THENCE 1.35 MILES EAST ALONG A SHELL ROAD LEADING
 AW0521'TO THE TODD SHIPYARD, THENCE 0.3 MILE THROUGH THE SHIPYARD, THENCE
 AW0521'ABOUT 0.8 MILE NORTHEAST ALONG A DIM SHELL ROAD, THENCE ABOUT 1.0 MILE
 AW0521'NORTHEAST ALONG A GRADED DIRT ROAD, THENCE ABOUT 0.8 MILE WEST ALONG
 AW0521'THE NORTH SHORE OF THE ISLAND, ABOUT 0.3 MILE WEST OF A DRAIN, NEAR
 AW0521'THE HIGH WATER LINE, ABOUT 175 YARDS WEST OF THE WEST END OF A POWER
 AW0521'LINE AND A POWER POLE BEARING A TRANSFORMER, 2.0 FEET SOUTHWEST OF A
 AW0521'METAL WITNESS POST, A DISK ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 AW0521'16 INCHES.
 AW0521
 AW0521                          STATION RECOVERY (1978)
 AW0521
 AW0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0521'NOT RECOVERED THIS DATE.
 AW0521
 AW0521                          STATION RECOVERY (1991)
 AW0521
 AW0521'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AW0521'MARK NOT FOUND.
 AW0521
 AW0521                          STATION RECOVERY (1994)
 AW0521
 AW0521'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0521'MARK NOT FOUND.
 AW0521
 AW0521                          STATION RECOVERY (1994)
 AW0521
 AW0521'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0521'MARK NOT FOUND.
 AW0521
 AW0521                          STATION RECOVERY (2005)
 AW0521
 AW0521'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0521'SANDY SPOIL HAS BEEN PUMPED INTO THE AREA. THIS COULD NOT BE FOUND.
 AW0521'NO WITNESS POST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1430 ***********************************************************************
 AW1430  DESIGNATION -  D 1139
 AW1430  PID         -  AW1430
 AW1430  STATE/COUNTY-  TX/CHAMBERS
 AW1430  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW1430
 AW1430                         *CURRENT SURVEY CONTROL
 AW1430  ___________________________________________________________________
 AW1430* NAD 83(1986)-  29 36 40.     (N)    094 40 38.     (W)     SCALED    
 AW1430* NAVD 88     -         1.10   (+/-2cm)       3.6    (feet)  VERTCON   
 AW1430  ___________________________________________________________________
 AW1430  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW1430  OBS GRAVITY -     979,278.4   (mgal)                       GRAV_OBS
 AW1430
 AW1430  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1430
 AW1430.The horizontal coordinates were scaled from a topographic map and have
 AW1430.an estimated accuracy of +/- 6 seconds.
 AW1430
 AW1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1430.The vertical order pertains to the NGVD 29 superseded value.
 AW1430
 AW1430.The geoid height was determined by GEOID03.
 AW1430.The observed gravity was obtained from relative gravimeter ties
 AW1430.to the IGSN71 gravity network.
 AW1430
 AW1430;                    North         East    Units  Estimated Accuracy
 AW1430;SPC TXSC     - 4,204,760.    1,018,560.      MT  (+/- 180 meters Scaled)
 AW1430
 AW1430                          SUPERSEDED SURVEY CONTROL
 AW1430
 AW1430  NGVD 29 (??/??/92)    1.106  (m)            3.63   (f) ADJ UNCH    1 2
 AW1430
 AW1430.Superseded values are not recommended for survey control.
 AW1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1430.See file dsdata.txt to determine how the superseded data were derived.
 AW1430
 AW1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN375768(NAD 83)
 AW1430_MARKER: DB = BENCH MARK DISK
 AW1430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1430_SP_SET: CULVERT
 AW1430_STAMPING: D 1139 1959
 AW1430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1430+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1430
 AW1430  HISTORY     - Date     Condition        Report By
 AW1430  HISTORY     - 1959     MONUMENTED       CGS
 AW1430  HISTORY     - 1973     GOOD             NGS
 AW1430  HISTORY     - 1978     GOOD             NGS
 AW1430  HISTORY     - 1990     GOOD             USPSQD
 AW1430  HISTORY     - 1991     GOOD             USPSQD
 AW1430  HISTORY     - 19970125 GOOD             USPSQD
 AW1430  HISTORY     - 20010331 GOOD             NGS
 AW1430  HISTORY     - 20040308 GOOD             USPSQD
 AW1430  HISTORY     - 20050314 GOOD             USPSQD
 AW1430
 AW1430                          STATION DESCRIPTION
 AW1430
 AW1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1430'7.75 MI NE FROM SMITH POINT.
 AW1430'ABOUT 7.75 MILES NORTHEAST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1430'GROCERY STORE AT SMITH POINT, 0.1 MILE NORTHWEST OF A CURVE IN THE
 AW1430'ROAD, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP
 AW1430'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL FOR A 4
 AW1430'CHANNEL PIPE CULVERT UNDER THE ROAD AND 1 FOOT BELOW THE LEVEL OF THE
 AW1430'ROAD.
 AW1430
 AW1430                          STATION RECOVERY (1978)
 AW1430
 AW1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1430'RECOVERED IN GOOD CONDITION.
 AW1430
 AW1430                          STATION RECOVERY (1990)
 AW1430
 AW1430'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1430'RECOVERED IN GOOD CONDITION.
 AW1430
 AW1430                          STATION RECOVERY (1991)
 AW1430
 AW1430'RECOVERY NOTE BY US POWER SQUADRON 1991 (GB)
 AW1430'RECOVERED IN GOOD CONDITION.
 AW1430
 AW1430                          STATION RECOVERY (1997)
 AW1430
 AW1430'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1430'RECOVERED IN GOOD CONDITION.
 AW1430
 AW1430                          STATION RECOVERY (2001)
 AW1430
 AW1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1430'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 AW1430
 AW1430                          STATION RECOVERY (2004)
 AW1430
 AW1430'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1430'GO TO N29 36 39.0 W094 40 36.3
 AW1430
 AW1430                          STATION RECOVERY (2005)
 AW1430
 AW1430'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0299 ***********************************************************************
 EM0299  DESIGNATION -  D 114
 EM0299  PID         -  EM0299
 EM0299  STATE/COUNTY-  TX/WILBARGER
 EM0299  USGS QUAD   -  OKLAUNION (1985)
 EM0299
 EM0299                         *CURRENT SURVEY CONTROL
 EM0299  ___________________________________________________________________
 EM0299* NAD 83(1986)-  34 07 53.     (N)    099 08 23.     (W)     SCALED    
 EM0299* NAVD 88     -       377.961  (meters)    1240.03   (feet)  ADJUSTED  
 EM0299  ___________________________________________________________________
 EM0299  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EM0299  DYNAMIC HT  -         377.539 (meters)    1238.64  (feet)  COMP
 EM0299  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 EM0299
 EM0299  VERT ORDER  -  FIRST     CLASS II
 EM0299
 EM0299.The horizontal coordinates were scaled from a topographic map and have
 EM0299.an estimated accuracy of +/- 6 seconds.
 EM0299
 EM0299.The orthometric height was determined by differential leveling
 EM0299.and adjusted by the National Geodetic Survey in June 1991..
 EM0299
 EM0299.The geoid height was determined by GEOID03.
 EM0299
 EM0299.The dynamic height is computed by dividing the NAVD 88
 EM0299.geopotential number by the normal gravity value computed on the
 EM0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0299.degrees latitude (g = 980.6199 gals.).
 EM0299
 EM0299.The modeled gravity was interpolated from observed gravity values.
 EM0299
 EM0299;                    North         East    Units  Estimated Accuracy
 EM0299;SPC TXNC     - 2,273,510.      540,990.      MT  (+/- 180 meters Scaled)
 EM0299
 EM0299                          SUPERSEDED SURVEY CONTROL
 EM0299
 EM0299  NGVD 29 (??/??/92)  377.831  (m)         1239.60   (f) ADJ UNCH    1 2
 EM0299
 EM0299.Superseded values are not recommended for survey control.
 EM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0299.See file dsdata.txt to determine how the superseded data were derived.
 EM0299
 EM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC871767(NAD 83)
 EM0299_MARKER: DB = BENCH MARK DISK
 EM0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0299_SP_SET: STEP
 EM0299_STAMPING: 1239.601 D 114 1933
 EM0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0299
 EM0299  HISTORY     - Date     Condition        Report By
 EM0299  HISTORY     - 1933     MONUMENTED       CGS
 EM0299  HISTORY     - 1957     GOOD             NGS
 EM0299  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0299
 EM0299                          STATION DESCRIPTION
 EM0299
 EM0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0299'IN OKLAUNION.
 EM0299'AT OKLAUNION, WILBARGER COUNTY, AT A BRICK SCHOOLHOUSE, ON THE WEST
 EM0299'SIDE OF THE SOUTH ENTRANCE, AND IN THE TOP OF A STEP.  A STANDARD
 EM0299'DISK, STAMPED 1239.601 D 114 1933.
 EM0299
 EM0299                          STATION RECOVERY (1984)
 EM0299
 EM0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0299'THE SCHOOL BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0525 ***********************************************************************
 BL0525  DESIGNATION -  D 1140
 BL0525  PID         -  BL0525
 BL0525  STATE/COUNTY-  TX/LIBERTY
 BL0525  USGS QUAD   -  DEVERS (1984)
 BL0525
 BL0525                         *CURRENT SURVEY CONTROL
 BL0525  ___________________________________________________________________
 BL0525* NAD 83(1986)-  30 00 42.     (N)    094 30 25.     (W)     SCALED    
 BL0525* NAVD 88     -        14.51   (+/-2cm)      47.6    (feet)  VERTCON   
 BL0525  ___________________________________________________________________
 BL0525  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0525
 BL0525  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0525
 BL0525.The horizontal coordinates were scaled from a topographic map and have
 BL0525.an estimated accuracy of +/- 6 seconds.
 BL0525
 BL0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0525.The vertical order pertains to the NGVD 29 superseded value.
 BL0525
 BL0525.The geoid height was determined by GEOID03.
 BL0525
 BL0525;                    North         East    Units  Estimated Accuracy
 BL0525;SPC TX C     - 3,052,960.    1,261,860.      MT  (+/- 180 meters Scaled)
 BL0525
 BL0525                          SUPERSEDED SURVEY CONTROL
 BL0525
 BL0525  NGVD 29 (??/??/92)   14.516  (m)           47.62   (f) ADJ UNCH    1 2
 BL0525
 BL0525.Superseded values are not recommended for survey control.
 BL0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0525.See file dsdata.txt to determine how the superseded data were derived.
 BL0525
 BL0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP546210(NAD 83)
 BL0525_MARKER: DB = BENCH MARK DISK
 BL0525_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0525_SP_SET: 48 FT.
 BL0525_STAMPING: D 1140 1959
 BL0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0525
 BL0525  HISTORY     - Date     Condition        Report By
 BL0525  HISTORY     - 1959     MONUMENTED       CGS
 BL0525  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0525
 BL0525                          STATION DESCRIPTION
 BL0525
 BL0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BL0525'1.0 MI S FROM FELICIA.
 BL0525'ABOUT 0.1 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE D. H. WILLIS RICE
 BL0525'DRIER MILL AT FELICIA, THENCE ABOUT 0.9 MILE SOUTH ALONG FARM ROAD
 BL0525'1009, AT A POWER LINE CROSSING THE ROAD, 39 FEET WEST OF THE CENTER
 BL0525'LINE OF THE ROAD, 11 FEET NORTH OF THE CENTER OF A WIRE GATE, 1 1/2
 BL0525'FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1
 BL0525'FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 BL0525'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A
 BL0525'6-INCH TILE PROJECTING 6 INCHES.
 BL0525
 BL0525                          STATION RECOVERY (1977)
 BL0525
 BL0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0129 ***********************************************************************
 AH0129  DESIGNATION -  D 1141
 AH0129  PID         -  AH0129
 AH0129  STATE/COUNTY-  TX/SAN PATRICIO
 AH0129  USGS QUAD   -  PORTLAND (1975)
 AH0129
 AH0129                         *CURRENT SURVEY CONTROL
 AH0129  ___________________________________________________________________
 AH0129* NAD 83(1986)-  27 51 28.     (N)    097 20 57.     (W)     SCALED    
 AH0129* NAVD 88     -         1.332  (meters)       4.37   (feet)  ADJUSTED  
 AH0129  ___________________________________________________________________
 AH0129  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH0129  DYNAMIC HT  -           1.330 (meters)       4.36  (feet)  COMP
 AH0129  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 AH0129
 AH0129  VERT ORDER  -  FIRST     CLASS II
 AH0129
 AH0129.The horizontal coordinates were scaled from a topographic map and have
 AH0129.an estimated accuracy of +/- 6 seconds.
 AH0129
 AH0129.The orthometric height was determined by differential leveling
 AH0129.and adjusted by the National Geodetic Survey in June 1991..
 AH0129
 AH0129.The geoid height was determined by GEOID03.
 AH0129
 AH0129.The dynamic height is computed by dividing the NAVD 88
 AH0129.geopotential number by the normal gravity value computed on the
 AH0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0129.degrees latitude (g = 980.6199 gals.).
 AH0129
 AH0129.The modeled gravity was interpolated from observed gravity values.
 AH0129
 AH0129;                    North         East    Units  Estimated Accuracy
 AH0129;SPC TX S     - 5,243,280.      413,350.      MT  (+/- 180 meters Scaled)
 AH0129
 AH0129                          SUPERSEDED SURVEY CONTROL
 AH0129
 AH0129  NGVD 29 (??/??/92)    1.524  (m)            5.00   (f) ADJ UNCH    1 2
 AH0129
 AH0129.Superseded values are not recommended for survey control.
 AH0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0129.See file dsdata.txt to determine how the superseded data were derived.
 AH0129
 AH0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR625825(NAD 83)
 AH0129_MARKER: DB = BENCH MARK DISK
 AH0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0129_STAMPING: D 1141 1959
 AH0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0129+STABILITY: SURFACE MOTION
 AH0129
 AH0129  HISTORY     - Date     Condition        Report By
 AH0129  HISTORY     - 1959     MONUMENTED       CGS
 AH0129  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0129  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0129
 AH0129                          STATION DESCRIPTION
 AH0129
 AH0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0129'2.55 MI SW FROM PORTLAND.
 AH0129'ABOUT 1.45 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0129'FROM THE CITY WATER TANK AT PORTLAND, THENCE ABOUT 1.1 MILES SOUTHWEST
 AH0129'ALONG A PAVED ROAD, 26 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 AH0129'5 FEET SOUTH OF A TELEPHONE POLE, ABOUT 0.7 MILE NORTHEAST OF THE
 AH0129'NORTHEAST END OF THE CAUSEWAY OVER NUECES BAY, ABOUT 0.2 MILE
 AH0129'NORTHWEST OF THE RAILROAD, ABOUT 0.1 MILE SOUTHEAST OF U. S. HIGHWAY
 AH0129'181, 1.6 FEET NORTHEAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 AH0129'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 AH0129
 AH0129                          STATION RECOVERY (1968)
 AH0129
 AH0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0129'MARK NOT FOUND.
 AH0129
 AH0129                          STATION RECOVERY (1978)
 AH0129
 AH0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0129'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0094 ***********************************************************************
 AH0094  DESIGNATION -  D 1142
 AH0094  PID         -  AH0094
 AH0094  STATE/COUNTY-  TX/SAN PATRICIO
 AH0094  USGS QUAD   -  GREGORY (1975)
 AH0094
 AH0094                         *CURRENT SURVEY CONTROL
 AH0094  ___________________________________________________________________
 AH0094* NAD 83(1986)-  27 52 37.     (N)    097 19 35.     (W)     SCALED    
 AH0094* NAVD 88     -        11.736  (meters)      38.50   (feet)  ADJUSTED  
 AH0094  ___________________________________________________________________
 AH0094  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AH0094  DYNAMIC HT  -          11.718 (meters)      38.44  (feet)  COMP
 AH0094  MODELED GRAV-     979,134.7   (mgal)                       NAVD 88
 AH0094
 AH0094  VERT ORDER  -  FIRST     CLASS I
 AH0094
 AH0094.The horizontal coordinates were scaled from a topographic map and have
 AH0094.an estimated accuracy of +/- 6 seconds.
 AH0094
 AH0094.The orthometric height was determined by differential leveling
 AH0094.and adjusted by the National Geodetic Survey in December 1997..
 AH0094
 AH0094.The geoid height was determined by GEOID03.
 AH0094
 AH0094.The dynamic height is computed by dividing the NAVD 88
 AH0094.geopotential number by the normal gravity value computed on the
 AH0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0094.degrees latitude (g = 980.6199 gals.).
 AH0094
 AH0094.The modeled gravity was interpolated from observed gravity values.
 AH0094
 AH0094;                    North         East    Units  Estimated Accuracy
 AH0094;SPC TX S     - 5,245,430.      415,570.      MT  (+/- 180 meters Scaled)
 AH0094
 AH0094                          SUPERSEDED SURVEY CONTROL
 AH0094
 AH0094  NAVD 88 (06/15/91)   11.806  (m)           38.73   (f) UNKNOWN     1 1
 AH0094  NGVD 29 (??/??/92)   11.995  (m)           39.35   (f) ADJ UNCH    1 1
 AH0094
 AH0094.Superseded values are not recommended for survey control.
 AH0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0094.See file dsdata.txt to determine how the superseded data were derived.
 AH0094
 AH0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR647846(NAD 83)
 AH0094_MARKER: DB = BENCH MARK DISK
 AH0094_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH0094_SP_SET: OVERPASS ABUTMENT
 AH0094_STAMPING: D 1142 1959
 AH0094_MARK LOGO: CGS   
 AH0094_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0094+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1997
 AH0094
 AH0094  HISTORY     - Date     Condition        Report By
 AH0094  HISTORY     - 1959     MONUMENTED       CGS
 AH0094  HISTORY     - 1978     GOOD             NGS
 AH0094  HISTORY     - 19950610 GOOD             USPSQD
 AH0094  HISTORY     - 19970201 GOOD             NGS
 AH0094
 AH0094                          STATION DESCRIPTION
 AH0094
 AH0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0094'0.45 MI W FROM PORTLAND.
 AH0094'ABOUT 0.25 MILE NORTH ALONG HOUSTON STREET FROM THE POSTOFFICE AT
 AH0094'PORTLAND, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG U. S. HIGHWAY 181, AT
 AH0094'THE INTERSECTION OF FARM ROAD 893, IN THE TOP OF THE NORTHEAST END OF
 AH0094'THE NORTHWEST ABUTMENT OF THE OVERPASS, 34 FEET NORTHWEST OF THE
 AH0094'CENTER LINE OF THE HIGHWAY, 24 FEET NORTHEAST OF THE CENTER LINE OF
 AH0094'THE FARM ROAD, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 AH0094
 AH0094                          STATION RECOVERY (1978)
 AH0094
 AH0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0094'RECOVERED IN GOOD CONDITION.
 AH0094
 AH0094                          STATION RECOVERY (1995)
 AH0094
 AH0094'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0094'RECOVERED IN GOOD CONDITION.
 AH0094
 AH0094                          STATION RECOVERY (1997)
 AH0094
 AH0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0094'IN PORTLAND, AT THE INTERSECTION OF U.S.  HIGHWAY 181 AND FARM ROAD
 AH0094'893, IN TOP OF AND 0.4 M (1.3 FT) SOUTHWEST OF THE NORTHEAST END OF
 AH0094'THE NORTHWEST CONCRETE ABUTMENT OF THE ROAD OVERPASS OF THE HIGHWAY,
 AH0094'10.4 M (34.1 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 7.3 M (24.0 FT)
 AH0094'NORTHEAST OF THE ROAD CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 AH0094'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0090 ***********************************************************************
 AW0090  DESIGNATION -  D 1143
 AW0090  PID         -  AW0090
 AW0090  STATE/COUNTY-  TX/BRAZORIA
 AW0090  USGS QUAD   -  LAKE JACKSON (1974)
 AW0090
 AW0090                         *CURRENT SURVEY CONTROL
 AW0090  ___________________________________________________________________
 AW0090* NAD 83(1986)-  29 02 35.     (N)    095 24 54.     (W)     SCALED    
 AW0090* NAVD 88     -         5.09   (+/-2cm)      16.7    (feet)  VERTCON   
 AW0090  ___________________________________________________________________
 AW0090  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW0090
 AW0090  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0090
 AW0090.The horizontal coordinates were scaled from a topographic map and have
 AW0090.an estimated accuracy of +/- 6 seconds.
 AW0090
 AW0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0090.The vertical order pertains to the NGVD 29 superseded value.
 AW0090
 AW0090.The geoid height was determined by GEOID03.
 AW0090
 AW0090;                    North         East    Units  Estimated Accuracy
 AW0090;SPC TXSC     - 4,139,420.      949,080.      MT  (+/- 180 meters Scaled)
 AW0090
 AW0090                          SUPERSEDED SURVEY CONTROL
 AW0090
 AW0090  NGVD 29 (??/??/92)    5.110  (m)           16.77   (f) ADJ UNCH    1 1
 AW0090
 AW0090.Superseded values are not recommended for survey control.
 AW0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0090.See file dsdata.txt to determine how the superseded data were derived.
 AW0090
 AW0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN648151(NAD 83)
 AW0090_MARKER: DB = BENCH MARK DISK
 AW0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0090_SP_SET: ABUTMENT
 AW0090_STAMPING: D 1143 1959
 AW0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0090
 AW0090  HISTORY     - Date     Condition        Report By
 AW0090  HISTORY     - 1959     MONUMENTED       CGS
 AW0090  HISTORY     - 1973     GOOD             NGS
 AW0090  HISTORY     - 1978     GOOD             NGS
 AW0090  HISTORY     - 1988     GOOD             USPSQD
 AW0090  HISTORY     - 1989     GOOD             USPSQD
 AW0090  HISTORY     - 1990     GOOD             USPSQD
 AW0090  HISTORY     - 19920613 GOOD             USPSQD
 AW0090  HISTORY     - 19980425 GOOD             USPSQD
 AW0090
 AW0090                          STATION DESCRIPTION
 AW0090
 AW0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0090'1.55 MI NW FROM CLUTE.
 AW0090'1.55 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW0090'CROSSING OF MAIN STREET AT CLUTE, 0.15 MILE NORTHWEST OF THE JUNCTION
 AW0090'OF COLLEGE BOULEVARD, 9 POLES SOUTHEAST OF MILEPOLE 8, DIRECTLY
 AW0090'OPPOSITE A WOODEN RAILROAD TRUSTLE, IN THE TOP AND 1.2 FEET NORTHEAST
 AW0090'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF AN OLD
 AW0090'ANGLETON ROAD BRIDGE OVER OYSTER CREEK, 90.3 FEET SOUTHWEST AND ACROSS
 AW0090'THE ROAD FROM THE SOUTHWEST RAIL, 16 FEET SOUTHWEST OF THE CENTER LINE
 AW0090'OF THE ROAD, AND ABOUT 2 1/2 FEET LOWER THAN THE ROAD.
 AW0090
 AW0090                          STATION RECOVERY (1978)
 AW0090
 AW0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0090'RECOVERED IN GOOD CONDITION.
 AW0090
 AW0090                          STATION RECOVERY (1988)
 AW0090
 AW0090'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW0090'RECOVERED IN GOOD CONDITION.
 AW0090
 AW0090                          STATION RECOVERY (1989)
 AW0090
 AW0090'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0090'RECOVERED IN GOOD CONDITION.
 AW0090
 AW0090                          STATION RECOVERY (1990)
 AW0090
 AW0090'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0090'RECOVERED IN GOOD CONDITION.
 AW0090
 AW0090                          STATION RECOVERY (1992)
 AW0090
 AW0090'RECOVERY NOTE BY US POWER SQUADRON 1992 (RAC)
 AW0090'RECOVERED IN GOOD CONDITION.
 AW0090
 AW0090                          STATION RECOVERY (1998)
 AW0090
 AW0090'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2307 ***********************************************************************
 AW2307  DESIGNATION -  D 1144
 AW2307  PID         -  AW2307
 AW2307  STATE/COUNTY-  TX/HARRIS
 AW2307  USGS QUAD   -  BELLAIRE (1995)
 AW2307
 AW2307                         *CURRENT SURVEY CONTROL
 AW2307  ___________________________________________________________________
 AW2307* NAD 83(1986)-  29 40 25.     (N)    095 23 16.     (W)     SCALED    
 AW2307* NAVD 88     -        14.151  (meters)      46.43   (feet)  ADJUSTED  
 AW2307  ___________________________________________________________________
 AW2307  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW2307  DYNAMIC HT  -          14.132 (meters)      46.36  (feet)  COMP
 AW2307  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 AW2307  OBS GRAVITY -     979,280.9   (mgal)                       GRAV_OBS
 AW2307
 AW2307  VERT ORDER  -  FIRST     CLASS II
 AW2307
 AW2307.The horizontal coordinates were scaled from a topographic map and have
 AW2307.an estimated accuracy of +/- 6 seconds.
 AW2307
 AW2307.The orthometric height was determined by differential leveling
 AW2307.and adjusted by the National Geodetic Survey in June 1991..
 AW2307
 AW2307.The geoid height was determined by GEOID03.
 AW2307
 AW2307.The dynamic height is computed by dividing the NAVD 88
 AW2307.geopotential number by the normal gravity value computed on the
 AW2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2307.degrees latitude (g = 980.6199 gals.).
 AW2307
 AW2307.The modeled gravity was interpolated from observed gravity values.
 AW2307.The observed gravity was obtained from relative gravimeter ties
 AW2307.to the IGSN71 gravity network.
 AW2307
 AW2307;                    North         East    Units  Estimated Accuracy
 AW2307;SPC TXSC     - 4,209,350.      949,570.      MT  (+/- 180 meters Scaled)
 AW2307
 AW2307                          SUPERSEDED SURVEY CONTROL
 AW2307
 AW2307  NGVD 29 (12/23/87)   14.147  (m)           46.41   (f) ADJUSTED    1 2
 AW2307
 AW2307.Superseded values are not recommended for survey control.
 AW2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2307.See file dsdata.txt to determine how the superseded data were derived.
 AW2307
 AW2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN689850(NAD 83)
 AW2307_MARKER: DB = BENCH MARK DISK
 AW2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2307_SP_SET: CONCRETE POST
 AW2307_STAMPING: D 1144 1959
 AW2307_MARK LOGO: CGS   
 AW2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2307+STABILITY: SURFACE MOTION
 AW2307
 AW2307  HISTORY     - Date     Condition        Report By
 AW2307  HISTORY     - 1959     MONUMENTED       CGS
 AW2307  HISTORY     - 1973     GOOD             NGS
 AW2307  HISTORY     - 1978     GOOD             NGS
 AW2307  HISTORY     - 1986     GOOD             NGS
 AW2307  HISTORY     - 1987     GOOD             USPSQD
 AW2307  HISTORY     - 1987     GOOD             USPSQD
 AW2307  HISTORY     - 1990     GOOD             USPSQD
 AW2307  HISTORY     - 19931106 GOOD             USPSQD
 AW2307  HISTORY     - 20040324 GOOD             USPSQD
 AW2307
 AW2307                          STATION DESCRIPTION
 AW2307
 AW2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2307'3.0 MI SW FROM HOUSTON.
 AW2307'3.0 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 AW2307'THE CROSSING OF SOUTH PARK BOULEVARD AT HOUSTON, AT THE JUNCTION OF A
 AW2307'DRIVEWAY TO A HOUSE AT 2727 HOLMES ROAD, 29.8 FEET NORTHWEST OF THE
 AW2307'NORTHWEST RAIL, 57 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AW2307'DRIVEWAY, 106 FEET NORTHWEST AND ACROSS THE TRACK FROM THE CENTER LINE
 AW2307'OF THE ROAD, 47 FEET SOUTHWEST OF THE SOUTHWEST END OF A METAL GATE,
 AW2307'1.8 FEET SOUTHEAST OF THE CONCRETE BASE OF A CYCLONE FENCE, 33 1/2
 AW2307'FEET SOUTHWEST OF A TELEPHONE POLE, 2.0 FEET SOUTHWEST OF A WITNESS
 AW2307'POST, 18.5 FEET NORTHWEST OF THE WEST CORNER OF A CONCRETE BOX WHICH
 AW2307'PROJECTS 1.3 FEET ABOVE THE GROUND, ABOUT 1 1/2 FEET LOWER THAN THE
 AW2307'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 AW2307'THE GROUND.
 AW2307
 AW2307                          STATION RECOVERY (1978)
 AW2307
 AW2307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2307'RECOVERED.  DELETE=AT THE JUNCTION OF A DRIVEWAY TO A HOUSE AT 2727
 AW2307'HOLMES ROAD.  ADD=AT THE JUNCTION OF THE OLD DRIVEWAY OF THE AMF
 AW2307'TUBOSCOPE COMPANY AT 2727 HOLMES ROAD.
 AW2307
 AW2307                          STATION RECOVERY (1986)
 AW2307
 AW2307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2307'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW2307'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AW2307
 AW2307                          STATION RECOVERY (1987)
 AW2307
 AW2307'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2307'RECOVERED IN GOOD CONDITION.
 AW2307
 AW2307                          STATION RECOVERY (1987)
 AW2307
 AW2307'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW2307'RECOVERED IN GOOD CONDITION.
 AW2307
 AW2307                          STATION RECOVERY (1990)
 AW2307
 AW2307'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2307'RECOVERED IN GOOD CONDITION.
 AW2307
 AW2307                          STATION RECOVERY (1993)
 AW2307
 AW2307'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2307'RECOVERED IN GOOD CONDITION.
 AW2307
 AW2307                          STATION RECOVERY (2004)
 AW2307
 AW2307'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3143 ***********************************************************************
 AW3143  DESIGNATION -  D 1145
 AW3143  PID         -  AW3143
 AW3143  STATE/COUNTY-  TX/CHAMBERS
 AW3143  USGS QUAD   -  ANAHUAC (1993)
 AW3143
 AW3143                         *CURRENT SURVEY CONTROL
 AW3143  ___________________________________________________________________
 AW3143* NAD 83(1986)-  29 49 02.     (N)    094 38 47.     (W)     SCALED    
 AW3143* NAVD 88     -         7.71   (+/-2cm)      25.3    (feet)  VERTCON   
 AW3143  ___________________________________________________________________
 AW3143  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW3143  OBS GRAVITY -     979,292.0   (mgal)                       GRAV_OBS
 AW3143
 AW3143  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3143
 AW3143.The horizontal coordinates were scaled from a topographic map and have
 AW3143.an estimated accuracy of +/- 6 seconds.
 AW3143
 AW3143.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3143.The vertical order pertains to the NGVD 29 superseded value.
 AW3143
 AW3143.The geoid height was determined by GEOID03.
 AW3143.The observed gravity was obtained from relative gravimeter ties
 AW3143.to the IGSN71 gravity network.
 AW3143
 AW3143;                    North         East    Units  Estimated Accuracy
 AW3143;SPC TXSC     - 4,227,700.    1,020,690.      MT  (+/- 180 meters Scaled)
 AW3143
 AW3143                          SUPERSEDED SURVEY CONTROL
 AW3143
 AW3143  NGVD 29 (??/??/92)    7.709  (m)           25.29   (f) ADJ UNCH    1 2
 AW3143
 AW3143.Superseded values are not recommended for survey control.
 AW3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3143.See file dsdata.txt to determine how the superseded data were derived.
 AW3143
 AW3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN409996(NAD 83)
 AW3143_MARKER: DB = BENCH MARK DISK
 AW3143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3143_SP_SET: BRIDGE CURB
 AW3143_STAMPING: D 1145 1959
 AW3143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3143+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3143
 AW3143  HISTORY     - Date     Condition        Report By
 AW3143  HISTORY     - 1959     MONUMENTED       CGS
 AW3143  HISTORY     - 1973     GOOD             NGS
 AW3143  HISTORY     - 19970412 GOOD             USPSQD
 AW3143  HISTORY     - 20010331 GOOD             NGS
 AW3143  HISTORY     - 20060121 GOOD             USPSQD
 AW3143
 AW3143                          STATION DESCRIPTION
 AW3143
 AW3143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3143'4.0 MI SW FROM HANKAMER.
 AW3143'ABOUT 4 MILES SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE CHURCH OF
 AW3143'CHRIST AT HANKAMER, AT A CONCRETE BRIDGE OVER WHITES BAYOU, 14 FEET
 AW3143'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH
 AW3143'END OF THE WEST CONCRETE CURB OF THE BRIDGE, 0.1 MILE NORTH OF THE
 AW3143'JUNCTION OF FARM ROAD 2041, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AW3143
 AW3143                          STATION RECOVERY (1997)
 AW3143
 AW3143'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3143'RECOVERED IN GOOD CONDITION.
 AW3143
 AW3143                          STATION RECOVERY (2001)
 AW3143
 AW3143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3143'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3143
 AW3143                          STATION RECOVERY (2006)
 AW3143
 AW3143'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3143'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1498 ***********************************************************************
 AW1498  DESIGNATION -  D 1146
 AW1498  PID         -  AW1498
 AW1498  STATE/COUNTY-  TX/CHAMBERS
 AW1498  USGS QUAD   -  UMBRELLA POINT (1994)
 AW1498
 AW1498                         *CURRENT SURVEY CONTROL
 AW1498  ___________________________________________________________________
 AW1498* NAD 83(1986)-  29 43 47.     (N)    094 50 58.     (W)     SCALED    
 AW1498* NAVD 88     -         8.72   (+/-2cm)      28.6    (feet)  VERTCON   
 AW1498  ___________________________________________________________________
 AW1498  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW1498  OBS GRAVITY -     979,285.2   (mgal)                       GRAV_OBS
 AW1498
 AW1498  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1498
 AW1498.The horizontal coordinates were scaled from a topographic map and have
 AW1498.an estimated accuracy of +/- 6 seconds.
 AW1498
 AW1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1498.The vertical order pertains to the NGVD 29 superseded value.
 AW1498
 AW1498.The geoid height was determined by GEOID03.
 AW1498.The observed gravity was obtained from relative gravimeter ties
 AW1498.to the IGSN71 gravity network.
 AW1498
 AW1498;                    North         East    Units  Estimated Accuracy
 AW1498;SPC TXSC     - 4,217,300.    1,001,420.      MT  (+/- 180 meters Scaled)
 AW1498
 AW1498                          SUPERSEDED SURVEY CONTROL
 AW1498
 AW1498  NGVD 29 (??/??/92)    8.721  (m)           28.61   (f) ADJ UNCH    1 2
 AW1498
 AW1498.Superseded values are not recommended for survey control.
 AW1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1498.See file dsdata.txt to determine how the superseded data were derived.
 AW1498
 AW1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN211902(NAD 83)
 AW1498_MARKER: DB = BENCH MARK DISK
 AW1498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1498_SP_SET: CULVERT
 AW1498_STAMPING: D 1146 1959
 AW1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1498+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW1498
 AW1498  HISTORY     - Date     Condition        Report By
 AW1498  HISTORY     - 1959     MONUMENTED       CGS
 AW1498  HISTORY     - 1973     GOOD             NGS
 AW1498  HISTORY     - 1978     GOOD             NGS
 AW1498  HISTORY     - 1988     GOOD             USPSQD
 AW1498  HISTORY     - 1988     GOOD             USPSQD
 AW1498  HISTORY     - 19891102 GOOD             USPSQD
 AW1498  HISTORY     - 1990     GOOD             USPSQD
 AW1498  HISTORY     - 20010331 GOOD             NGS
 AW1498  HISTORY     - 20040204 GOOD             USPSQD
 AW1498  HISTORY     - 20050206 GOOD             USPSQD
 AW1498
 AW1498                          STATION DESCRIPTION
 AW1498
 AW1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1498'9.35 MI SW FROM COVE.
 AW1498'ABOUT 5.15 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE I-10 OVERPASS
 AW1498'AT COVE, THENCE 4.2 MILES SOUTH ALONG FARM ROAD 2354, ABOUT 450 FEET
 AW1498'NORTHEAST OF THE TRICITY BEACH BAPTIST MISSION CHURCH, 37 FEET
 AW1498'NORTHWEST OF THE CENTER OF THE JUNCTION WITH A SHELL ROAD LEADING WEST
 AW1498'AND AN ABANDONED ROAD BED LEADING EAST, 18 FEET WEST OF THE CENTER
 AW1498'LINE OF FM ROAD 2354, SET IN THE TOP OF AND CENTER OF THE WEST
 AW1498'CONCRETE HEADWALL OF A DOUBLE CHANNEL CULVERT.
 AW1498
 AW1498                          STATION RECOVERY (1978)
 AW1498
 AW1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1498'ADD=39 FEET NORTH OF CENTERLINE OF CEDAR BAYOU BAY ROAD.
 AW1498
 AW1498                          STATION RECOVERY (1988)
 AW1498
 AW1498'RECOVERY NOTE BY US POWER SQUADRON 1988 (HR)
 AW1498'RECOVERED IN GOOD CONDITION.
 AW1498
 AW1498                          STATION RECOVERY (1988)
 AW1498
 AW1498'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1498'RECOVERED IN GOOD CONDITION.
 AW1498
 AW1498                          STATION RECOVERY (1989)
 AW1498
 AW1498'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1498'RECOVERED IN GOOD CONDITION.
 AW1498
 AW1498                          STATION RECOVERY (1990)
 AW1498
 AW1498'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW1498'RECOVERED IN GOOD CONDITION.
 AW1498
 AW1498                          STATION RECOVERY (2001)
 AW1498
 AW1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1498'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1498
 AW1498                          STATION RECOVERY (2004)
 AW1498
 AW1498'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1498'N 29 43.780  W 094 50.975
 AW1498
 AW1498                          STATION RECOVERY (2005)
 AW1498
 AW1498'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1727 ***********************************************************************
 AW1727  DESIGNATION -  D 1147
 AW1727  PID         -  AW1727
 AW1727  STATE/COUNTY-  TX/HARRIS
 AW1727  USGS QUAD   -  LA PORTE (1982)
 AW1727
 AW1727                         *CURRENT SURVEY CONTROL
 AW1727  ___________________________________________________________________
 AW1727* NAD 83(1986)-  29 41 57.     (N)    095 07 26.     (W)     SCALED    
 AW1727* NAVD 88     -         8.195  (meters)      26.89   (feet)  ADJUSTED  
 AW1727  ___________________________________________________________________
 AW1727  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1727  DYNAMIC HT  -           8.184 (meters)      26.85  (feet)  COMP
 AW1727  MODELED GRAV-     979,282.6   (mgal)                       NAVD 88
 AW1727
 AW1727  VERT ORDER  -  FIRST     CLASS II
 AW1727
 AW1727.The horizontal coordinates were scaled from a topographic map and have
 AW1727.an estimated accuracy of +/- 6 seconds.
 AW1727
 AW1727.The orthometric height was determined by differential leveling
 AW1727.and adjusted by the National Geodetic Survey in June 1991..
 AW1727
 AW1727.The geoid height was determined by GEOID03.
 AW1727
 AW1727.The dynamic height is computed by dividing the NAVD 88
 AW1727.geopotential number by the normal gravity value computed on the
 AW1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1727.degrees latitude (g = 980.6199 gals.).
 AW1727
 AW1727.The modeled gravity was interpolated from observed gravity values.
 AW1727
 AW1727;                    North         East    Units  Estimated Accuracy
 AW1727;SPC TXSC     - 4,213,000.      975,000.      MT  (+/- 180 meters Scaled)
 AW1727
 AW1727                          SUPERSEDED SURVEY CONTROL
 AW1727
 AW1727  NGVD 29 (12/23/87)    8.192  (m)           26.88   (f) ADJUSTED    1 2
 AW1727
 AW1727.Superseded values are not recommended for survey control.
 AW1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1727.See file dsdata.txt to determine how the superseded data were derived.
 AW1727
 AW1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945873(NAD 83)
 AW1727_MARKER: DB = BENCH MARK DISK
 AW1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1727_SP_SET: CONCRETE POST
 AW1727_STAMPING: D 1147 1959
 AW1727_MARK LOGO: CGS   
 AW1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1727+STABILITY: SURFACE MOTION
 AW1727
 AW1727  HISTORY     - Date     Condition        Report By
 AW1727  HISTORY     - 1959     MONUMENTED       CGS
 AW1727  HISTORY     - 1964     GOOD             NGS
 AW1727  HISTORY     - 1978     GOOD             NGS
 AW1727  HISTORY     - 1986     GOOD             NGS
 AW1727  HISTORY     - 1987     GOOD             USPSQD
 AW1727  HISTORY     - 1989     GOOD             USPSQD
 AW1727  HISTORY     - 1989     GOOD             USPSQD
 AW1727  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1727  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1727  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1727  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW1727  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW1727  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1727  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW1727  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1727
 AW1727                          STATION DESCRIPTION
 AW1727
 AW1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1727'0.45 MI S FROM DEER PARK.
 AW1727'ABOUT 0.45 MILE SOUTH ALONG CENTER AVENUE FROM THE POST OFFICE AT DEER
 AW1727'PARK, 82 FEET WEST OF THE CENTER LINE OF THE AVENUE, 38 FEET EAST OF A
 AW1727'PICTURE WINDOW IN THE EAST WALL OF THE CITY HALL, 63 FEET NORTH OF THE
 AW1727'NORTH EDGE OF A SIDEWALK, 5 1/2 FEET SOUTHEAST OF A 3-INCH LIVE OAK
 AW1727'TREE, 1.0 FOOT WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, AND SET
 AW1727'IN THE TOP OF A CONCRETE POST ABOUT 1 INCH BELOW THE LEVEL OF THE
 AW1727'LAWN.
 AW1727
 AW1727                          STATION RECOVERY (1978)
 AW1727
 AW1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1727'RECOVERED IN GOOD CONDITION.
 AW1727
 AW1727                          STATION RECOVERY (1986)
 AW1727
 AW1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1727'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1727'EXCEPT THE 3-INCH LIVE OAK TREE IS NOW 12-INCHES.
 AW1727
 AW1727                          STATION RECOVERY (1987)
 AW1727
 AW1727'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1727'RECOVERED IN GOOD CONDITION.
 AW1727
 AW1727                          STATION RECOVERY (1989)
 AW1727
 AW1727'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1727'RECOVERED IN GOOD CONDITION.
 AW1727
 AW1727                          STATION RECOVERY (1989)
 AW1727
 AW1727'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1727'RECOVERED IN GOOD CONDITION.
 AW1727
 AW1727                          STATION RECOVERY (1989)
 AW1727
 AW1727'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1727'MARK NOT FOUND.
 AW1727
 AW1727                          STATION RECOVERY (1990)
 AW1727
 AW1727'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1727'MARK NOT FOUND.
 AW1727
 AW1727                          STATION RECOVERY (1990)
 AW1727
 AW1727'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1727'MARK NOT FOUND.
 AW1727
 AW1727                          STATION RECOVERY (1994)
 AW1727
 AW1727'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1727'MARK NOT FOUND.
 AW1727
 AW1727                          STATION RECOVERY (1999)
 AW1727
 AW1727'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1727'MARK NOT FOUND.
 AW1727
 AW1727                          STATION RECOVERY (2001)
 AW1727
 AW1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1727'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1727
 AW1727                          STATION RECOVERY (2004)
 AW1727
 AW1727'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1727'MARK NOT FOUND.
 AW1727
 AW1727                          STATION RECOVERY (2005)
 AW1727
 AW1727'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0748 ***********************************************************************
 AW0748  DESIGNATION -  D 1148
 AW0748  PID         -  AW0748
 AW0748  STATE/COUNTY-  TX/CHAMBERS
 AW0748  USGS QUAD   -  MONT BELVIEU (1994)
 AW0748
 AW0748                         *CURRENT SURVEY CONTROL
 AW0748  ___________________________________________________________________
 AW0748* NAD 83(1986)-  29 51 02.     (N)    094 56 33.     (W)     SCALED    
 AW0748* NAVD 88     -         8.76   (+/-2cm)      28.7    (feet)  VERTCON   
 AW0748  ___________________________________________________________________
 AW0748  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW0748
 AW0748  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0748
 AW0748.The horizontal coordinates were scaled from a topographic map and have
 AW0748.an estimated accuracy of +/- 6 seconds.
 AW0748
 AW0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0748.The vertical order pertains to the NGVD 29 superseded value.
 AW0748
 AW0748.The geoid height was determined by GEOID03.
 AW0748
 AW0748;                    North         East    Units  Estimated Accuracy
 AW0748;SPC TXSC     - 4,230,360.      991,960.      MT  (+/- 180 meters Scaled)
 AW0748
 AW0748                          SUPERSEDED SURVEY CONTROL
 AW0748
 AW0748  NGVD 29 (??/??/92)    8.761  (m)           28.74   (f) ADJ UNCH    1 2
 AW0748
 AW0748.Superseded values are not recommended for survey control.
 AW0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0748.See file dsdata.txt to determine how the superseded data were derived.
 AW0748
 AW0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP123038(NAD 83)
 AW0748_MARKER: DB = BENCH MARK DISK
 AW0748_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0748_SP_SET: 36 FT.
 AW0748_STAMPING: D 1148 1959
 AW0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0748+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2003
 AW0748
 AW0748  HISTORY     - Date     Condition        Report By
 AW0748  HISTORY     - 1959     MONUMENTED       CGS
 AW0748  HISTORY     - 1963     GOOD             NGS
 AW0748  HISTORY     - 1978     GOOD             NGS
 AW0748  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0748  HISTORY     - 19960911 MARK NOT FOUND   USPSQD
 AW0748  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW0748  HISTORY     - 20031230 GOOD             USPSQD
 AW0748
 AW0748                          STATION DESCRIPTION
 AW0748
 AW0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW0748'3.45 MI W FROM MONT BELVIEU.
 AW0748'ABOUT 0.45 MILE NORTHWEST ALONG LOOP 207 FROM THE METHODIST CHURCH AT
 AW0748'MONT BELVIEU, THENCE 3.0 MILES WEST ALONG FARM ROAD 1942, ABOUT 0.25
 AW0748'MILE EAST OF THE CHAMBERS-HARRIS COUNTY LINE, 47 FEET WEST OF A
 AW0748'T-FENCE CORNER POST, 35 1/2 FEET EAST OF A POWER POLE, 8 INCHES SOUTH
 AW0748'OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, A DISK ON THE TOP
 AW0748'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 36 FEET
 AW0748'AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
 AW0748
 AW0748                          STATION RECOVERY (1978)
 AW0748
 AW0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0748'RECOVERED IN GOOD CONDITION.
 AW0748
 AW0748                          STATION RECOVERY (1990)
 AW0748
 AW0748'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0748'MARK NOT FOUND.
 AW0748
 AW0748                          STATION RECOVERY (1996)
 AW0748
 AW0748'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0748'MARK NOT FOUND.
 AW0748
 AW0748                          STATION RECOVERY (2001)
 AW0748
 AW0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0748'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0748
 AW0748                          STATION RECOVERY (2003)
 AW0748
 AW0748'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4520 ***********************************************************************
 AW4520  DESIGNATION -  D 1149
 AW4520  PID         -  AW4520
 AW4520  STATE/COUNTY-  TX/HARRIS
 AW4520  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4520
 AW4520                         *CURRENT SURVEY CONTROL
 AW4520  ___________________________________________________________________
 AW4520* NAD 83(1986)-  29 46 33.     (N)    095 36 22.     (W)     SCALED    
 AW4520* NAVD 88     -        27.69   (+/-2cm)      90.8    (feet)  VERTCON   
 AW4520  ___________________________________________________________________
 AW4520  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW4520
 AW4520  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4520
 AW4520.The horizontal coordinates were scaled from a topographic map and have
 AW4520.an estimated accuracy of +/- 6 seconds.
 AW4520
 AW4520.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4520.The vertical order pertains to the NGVD 29 superseded value.
 AW4520
 AW4520.The geoid height was determined by GEOID03.
 AW4520
 AW4520;                    North         East    Units  Estimated Accuracy
 AW4520;SPC TXSC     - 4,220,040.      928,120.      MT  (+/- 180 meters Scaled)
 AW4520
 AW4520                          SUPERSEDED SURVEY CONTROL
 AW4520
 AW4520  NGVD 29 (??/??/92)   27.680  (m)           90.81   (f) ADJ UNCH    1 2
 AW4520
 AW4520.Superseded values are not recommended for survey control.
 AW4520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4520.See file dsdata.txt to determine how the superseded data were derived.
 AW4520
 AW4520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN480967(NAD 83)
 AW4520_MARKER: DB = BENCH MARK DISK
 AW4520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4520_STAMPING: D 1149 1959
 AW4520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4520+STABILITY: SURFACE MOTION
 AW4520
 AW4520  HISTORY     - Date     Condition        Report By
 AW4520  HISTORY     - 1959     MONUMENTED       CGS
 AW4520  HISTORY     - 1964     GOOD             NGS
 AW4520  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW4520
 AW4520                          STATION DESCRIPTION
 AW4520
 AW4520'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW4520'14.3 MI E FROM KATY.
 AW4520'ABOUT 13.4 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW4520'THE STATION AT KATY, THENCE ABOUT 0.9 MILE SOUTH ALONG DAIRY ASHFORD
 AW4520'ROAD, AT A SHARP CURVE TO THE SOUTH, 28 FEET NORTH OF THE CENTER LINE
 AW4520'OF THE ROAD, 14 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD
 AW4520'LEADING SOUTH, 9 FEET WEST OF A POWER POLE, 1 FOOT NORTH OF A FENCE,
 AW4520'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 AW4520'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW4520
 AW4520                          STATION RECOVERY (1964)
 AW4520
 AW4520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW4520'RECOVERED IN GOOD CONDITION.
 AW4520
 AW4520                          STATION RECOVERY (1994)
 AW4520
 AW4520'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3343 ***********************************************************************
 AW3343  DESIGNATION -  D 1150
 AW3343  PID         -  AW3343
 AW3343  STATE/COUNTY-  TX/HARRIS
 AW3343  USGS QUAD   -  BELLAIRE (1995)
 AW3343
 AW3343                         *CURRENT SURVEY CONTROL
 AW3343  ___________________________________________________________________
 AW3343* NAD 83(1986)-  29 41 24.     (N)    095 27 28.     (W)     SCALED    
 AW3343* NAVD 88     -        17.82   (+/-2cm)      58.5    (feet)  VERTCON   
 AW3343  ___________________________________________________________________
 AW3343  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW3343
 AW3343  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3343
 AW3343.The horizontal coordinates were scaled from a topographic map and have
 AW3343.an estimated accuracy of +/- 6 seconds.
 AW3343
 AW3343.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3343.The vertical order pertains to the NGVD 29 superseded value.
 AW3343
 AW3343.The geoid height was determined by GEOID03.
 AW3343
 AW3343;                    North         East    Units  Estimated Accuracy
 AW3343;SPC TXSC     - 4,210,960.      942,740.      MT  (+/- 180 meters Scaled)
 AW3343
 AW3343                          SUPERSEDED SURVEY CONTROL
 AW3343
 AW3343  NGVD 29 (??/??/92)   17.820  (m)           58.46   (f) ADJ UNCH    1 2
 AW3343
 AW3343.Superseded values are not recommended for survey control.
 AW3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3343.See file dsdata.txt to determine how the superseded data were derived.
 AW3343
 AW3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN621869(NAD 83)
 AW3343_MARKER: DB = BENCH MARK DISK
 AW3343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3343_SP_SET: BRIDGE
 AW3343_STAMPING: D 1150 1959
 AW3343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3343
 AW3343  HISTORY     - Date     Condition        Report By
 AW3343  HISTORY     - 1959     MONUMENTED       CGS
 AW3343  HISTORY     - 1964     GOOD             NGS
 AW3343  HISTORY     - 1967     MARK NOT FOUND   USGS
 AW3343  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW3343
 AW3343                          STATION DESCRIPTION
 AW3343
 AW3343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3343'2.1 MI SE FROM BELLAIRE.
 AW3343'ABOUT 0.25 MILE EAST ALONG CEDAR STREET FROM THE POST OFFICE AT
 AW3343'BELLAIRE, THENCE 0.25 MILE SOUTH ALONG RICE AVENUE, THENCE 0.5 MILE
 AW3343'EAST ALONG BELLAIRE BOULEVARD, THENCE 1.1 MILES SOUTH ALONG POST OAK
 AW3343'ROAD, 14 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 AW3343'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER
 AW3343'A DITCH, AND ABOUT LEVEL WITH THE ROAD.  NOTE-- THIS MARK PROBABLY
 AW3343'DESTROYED BY HIGHWAY CONSTRUCTION.
 AW3343
 AW3343                          STATION RECOVERY (1967)
 AW3343
 AW3343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AW3343'MARK NOT FOUND.
 AW3343
 AW3343                          STATION RECOVERY (1993)
 AW3343
 AW3343'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0946 ***********************************************************************
 AW0946  DESIGNATION -  D 1151
 AW0946  PID         -  AW0946
 AW0946  STATE/COUNTY-  TX/HARRIS
 AW0946  USGS QUAD   -  HIGHLANDS (1995)
 AW0946
 AW0946                         *CURRENT SURVEY CONTROL
 AW0946  ___________________________________________________________________
 AW0946* NAD 83(1986)-  29 46 50.     (N)    095 01 58.     (W)     SCALED    
 AW0946* NAVD 88     -         9.047  (meters)      29.68   (feet)  ADJUSTED  
 AW0946  ___________________________________________________________________
 AW0946  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0946  DYNAMIC HT  -           9.035 (meters)      29.64  (feet)  COMP
 AW0946  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 AW0946
 AW0946  VERT ORDER  -  FIRST     CLASS II
 AW0946
 AW0946.The horizontal coordinates were scaled from a topographic map and have
 AW0946.an estimated accuracy of +/- 6 seconds.
 AW0946
 AW0946.The orthometric height was determined by differential leveling
 AW0946.and adjusted by the National Geodetic Survey in June 1991..
 AW0946
 AW0946.The geoid height was determined by GEOID03.
 AW0946
 AW0946.The dynamic height is computed by dividing the NAVD 88
 AW0946.geopotential number by the normal gravity value computed on the
 AW0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0946.degrees latitude (g = 980.6199 gals.).
 AW0946
 AW0946.The modeled gravity was interpolated from observed gravity values.
 AW0946
 AW0946;                    North         East    Units  Estimated Accuracy
 AW0946;SPC TXSC     - 4,222,310.      983,510.      MT  (+/- 180 meters Scaled)
 AW0946
 AW0946                          SUPERSEDED SURVEY CONTROL
 AW0946
 AW0946  NGVD 29 (12/23/87)    9.045  (m)           29.68   (f) ADJUSTED    1 2
 AW0946
 AW0946.Superseded values are not recommended for survey control.
 AW0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0946.See file dsdata.txt to determine how the superseded data were derived.
 AW0946
 AW0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN034962(NAD 83)
 AW0946_MARKER: DB = BENCH MARK DISK
 AW0946_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW0946_SP_SET: BRICK WALL
 AW0946_STAMPING: D 1151 1959
 AW0946_MARK LOGO: CGS   
 AW0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0946+STABILITY: POSITION/ELEVATION WELL
 AW0946
 AW0946  HISTORY     - Date     Condition        Report By
 AW0946  HISTORY     - 1959     MONUMENTED       CGS
 AW0946  HISTORY     - 1973     GOOD             NGS
 AW0946  HISTORY     - 1978     GOOD             NGS
 AW0946  HISTORY     - 1983     GOOD             NGS
 AW0946  HISTORY     - 1986     GOOD             NGS
 AW0946  HISTORY     - 1987     GOOD             USPSQD
 AW0946  HISTORY     - 1987     GOOD             USPSQD
 AW0946  HISTORY     - 1989     GOOD             USPSQD
 AW0946  HISTORY     - 1989     GOOD             USPSQD
 AW0946  HISTORY     - 19970927 GOOD             USPSQD
 AW0946
 AW0946                          STATION DESCRIPTION
 AW0946
 AW0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0946'4.65 MI NW FROM BAYTOWN.
 AW0946'ABOUT 0.15 MILE SOUTHWEST ALONG MARKET ST. FROM SUB-STATION A POST
 AW0946'OFFICE AT BAYTOWN, THENCE 4.5 MILES NORTHWEST ALONG BAYWAY DR., 0.25
 AW0946'MILE SOUTH OF THE INTERSECTION OF DECKER DR. AND THOMPSON RD., SET
 AW0946'VERTICALLY IN THE EAST FACE OF THE RECTORY OF ST. PAULS METHODIST
 AW0946'CHURCH, 233 FEET WEST OF THE CENTER LINE OF BAYWAY DR., 3 1/2-FEET
 AW0946'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND ABOUT 1 1/2 FEET
 AW0946'ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS MARK IS ALSO 1.25 MILES
 AW0946'SOUTH ALONG CROSBY-LYNCHBURG RD. FROM THE POST OFFICE AT HIGHLANDS,
 AW0946'THENCE 1.65 MILES EAST ALONG DECKER DR., THENCE 0.25 MILE SOUTH ALONG
 AW0946'BAYWAY DR.
 AW0946
 AW0946                          STATION RECOVERY (1978)
 AW0946
 AW0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0946'RECOVERED IN GOOD CONDITION.
 AW0946
 AW0946                          STATION RECOVERY (1983)
 AW0946
 AW0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0946'RECOVERED IN GOOD CONDITION.
 AW0946
 AW0946                          STATION RECOVERY (1986)
 AW0946
 AW0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0946'RECOVERED IN GOOD CONDITION.
 AW0946
 AW0946                          STATION RECOVERY (1987)
 AW0946
 AW0946'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWG)
 AW0946'RECOVERED IN GOOD CONDITION.
 AW0946
 AW0946                          STATION RECOVERY (1987)
 AW0946
 AW0946'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0946'RECOVERED IN GOOD CONDITION.
 AW0946
 AW0946                          STATION RECOVERY (1989)
 AW0946
 AW0946'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0946'RECOVERED IN GOOD CONDITION.
 AW0946
 AW0946                          STATION RECOVERY (1989)
 AW0946
 AW0946'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW0946'RECOVERED IN GOOD CONDITION.
 AW0946
 AW0946                          STATION RECOVERY (1997)
 AW0946
 AW0946'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1971 ***********************************************************************
 AW1971  DESIGNATION -  D 1152
 AW1971  PID         -  AW1971
 AW1971  STATE/COUNTY-  TX/HARRIS
 AW1971  USGS QUAD   -  LA PORTE (1982)
 AW1971
 AW1971                         *CURRENT SURVEY CONTROL
 AW1971  ___________________________________________________________________
 AW1971* NAD 83(1986)-  29 43 12.     (N)    095 07 26.     (W)     SCALED    
 AW1971* NAVD 88     -         8.27   (+/-2cm)      27.1    (feet)  VERTCON   
 AW1971  ___________________________________________________________________
 AW1971  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1971
 AW1971  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1971
 AW1971.The horizontal coordinates were scaled from a topographic map and have
 AW1971.an estimated accuracy of +/- 6 seconds.
 AW1971
 AW1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1971.The vertical order pertains to the NGVD 29 superseded value.
 AW1971
 AW1971.The geoid height was determined by GEOID03.
 AW1971
 AW1971;                    North         East    Units  Estimated Accuracy
 AW1971;SPC TXSC     - 4,215,310.      974,930.      MT  (+/- 180 meters Scaled)
 AW1971
 AW1971                          SUPERSEDED SURVEY CONTROL
 AW1971
 AW1971  NGVD 29 (??/??/92)    8.264  (m)           27.11   (f) ADJ UNCH    1 2
 AW1971
 AW1971.Superseded values are not recommended for survey control.
 AW1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1971.See file dsdata.txt to determine how the superseded data were derived.
 AW1971
 AW1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945896(NAD 83)
 AW1971_MARKER: DB = BENCH MARK DISK
 AW1971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1971_SP_SET: FOUNDATION
 AW1971_STAMPING: D 1152 1959
 AW1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1971
 AW1971  HISTORY     - Date     Condition        Report By
 AW1971  HISTORY     - 1959     MONUMENTED       CGS
 AW1971  HISTORY     - 1964     GOOD             NGS
 AW1971  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1971  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW1971  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1971  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW1971  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1971
 AW1971                          STATION DESCRIPTION
 AW1971
 AW1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW1971'1.0 MI N FROM DEER PARK.
 AW1971'ABOUT 0.4 MILE NORTH ALONG CENTER AVENUE FROM THE POST OFFICE AT DEER
 AW1971'PARK, THENCE ABOUT 0.6 MILE NORTH ALONG WEST 10TH STREET, 75 FEET EAST
 AW1971'OF THE CENTER LINE OF WEST 10TH STREET, 87 FEET SOUTH OF THE SOUTHEAST
 AW1971'CORNER OF THE NORTH GUARD HOUSE OF THE SHELL CHEMICAL COMPANY, 55 FEET
 AW1971'NORTH OF THE CENTER LINE OF NORTH 40TH STREET, 16 FEET WEST OF A
 AW1971'FENCE, IN THE TOP OF THE NORTH SIDE OF THE CONCRETE FOUNDATION OF A
 AW1971'STEEL LEG SUPPORTING AN OVERHEAD PIPE LINE PROJECTING ABOUT 10 INCHES.
 AW1971
 AW1971                          STATION RECOVERY (1964)
 AW1971
 AW1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1971'RECOVERED IN GOOD CONDITION.
 AW1971
 AW1971                          STATION RECOVERY (1978)
 AW1971
 AW1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1971'NOT RECOVERED.  NOTE=A SETTLEMENT POND HAS BEEN BUILT AT THIS
 AW1971'LOCATION.
 AW1971
 AW1971                          STATION RECOVERY (1994)
 AW1971
 AW1971'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1971'MARK NOT FOUND.
 AW1971
 AW1971                          STATION RECOVERY (2001)
 AW1971
 AW1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1971'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1971
 AW1971                          STATION RECOVERY (2004)
 AW1971
 AW1971'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1971'MARK NOT FOUND.
 AW1971
 AW1971                          STATION RECOVERY (2005)
 AW1971
 AW1971'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0653 ***********************************************************************
 CT0653  DESIGNATION -  D 1153
 CT0653  PID         -  CT0653
 CT0653  STATE/COUNTY-  TX/TAYLOR
 CT0653  USGS QUAD   -  BRADSHAW (1967)
 CT0653
 CT0653                         *CURRENT SURVEY CONTROL
 CT0653  ___________________________________________________________________
 CT0653* NAD 83(1986)-  32 05 52.     (N)    099 53 54.     (W)     SCALED    
 CT0653* NAVD 88     -       605.196  (meters)    1985.55   (feet)  ADJUSTED  
 CT0653  ___________________________________________________________________
 CT0653  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CT0653  DYNAMIC HT  -         604.404 (meters)    1982.95  (feet)  COMP
 CT0653  MODELED GRAV-     979,312.0   (mgal)                       NAVD 88
 CT0653
 CT0653  VERT ORDER  -  SECOND    CLASS 0
 CT0653
 CT0653.The horizontal coordinates were scaled from a topographic map and have
 CT0653.an estimated accuracy of +/- 6 seconds.
 CT0653
 CT0653.The orthometric height was determined by differential leveling
 CT0653.and adjusted by the National Geodetic Survey in June 1991..
 CT0653
 CT0653.The geoid height was determined by GEOID03.
 CT0653
 CT0653.The dynamic height is computed by dividing the NAVD 88
 CT0653.geopotential number by the normal gravity value computed on the
 CT0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0653.degrees latitude (g = 980.6199 gals.).
 CT0653
 CT0653.The modeled gravity was interpolated from observed gravity values.
 CT0653
 CT0653;                    North         East    Units  Estimated Accuracy
 CT0653;SPC TXNC     - 2,048,690.      468,010.      MT  (+/- 180 meters Scaled)
 CT0653
 CT0653                          SUPERSEDED SURVEY CONTROL
 CT0653
 CT0653  NGVD 29 (??/??/92)  605.063  (m)         1985.11   (f) ADJ UNCH    2 0
 CT0653
 CT0653.Superseded values are not recommended for survey control.
 CT0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0653.See file dsdata.txt to determine how the superseded data were derived.
 CT0653
 CT0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA152516(NAD 83)
 CT0653_MARKER: DB = BENCH MARK DISK
 CT0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0653_STAMPING: D 1153 1961
 CT0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0653+STABILITY: SURFACE MOTION
 CT0653
 CT0653  HISTORY     - Date     Condition        Report By
 CT0653  HISTORY     - 1961     MONUMENTED       CGS
 CT0653  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 CT0653
 CT0653                          STATION DESCRIPTION
 CT0653
 CT0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0653'0.2 MI SW FROM BRADSHAW.
 CT0653'0.1 MILES SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0653'BRADSHAW, THENCE 0.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 83, 42 FEET
 CT0653'WEST OF THE CENTER LINE OF U.S. HIGHWAY 83, 15 FEET SOUTHEAST OF THE
 CT0653'EAST RAIL, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, 1 FOOT NORTHEAST OF
 CT0653'A TELEPHONE POLE, 2 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN,
 CT0653'SET IN TOP OF A 12 INCH ROUND CONCRETE POST 10 INCHES BELOW THE
 CT0653'SURFACE OF THE GROUND, COVERED WITH BROKEN GLASS AND DIRT.
 CT0653
 CT0653                          STATION RECOVERY (1994)
 CT0653
 CT0653'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1734 ***********************************************************************
 CS1734  DESIGNATION -  D 1154
 CS1734  PID         -  CS1734
 CS1734  STATE/COUNTY-  TX/TARRANT
 CS1734  USGS QUAD   -  HALTOM CITY (1981)
 CS1734
 CS1734                         *CURRENT SURVEY CONTROL
 CS1734  ___________________________________________________________________
 CS1734* NAD 83(1986)-  32 45 00.     (N)    097 19 51.     (W)     SCALED    
 CS1734* NAVD 88     -       188.560  (meters)     618.63   (feet)  ADJUSTED  
 CS1734  ___________________________________________________________________
 CS1734  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS1734  DYNAMIC HT  -         188.339 (meters)     617.91  (feet)  COMP
 CS1734  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 CS1734
 CS1734  VERT ORDER  -  FIRST     CLASS II
 CS1734
 CS1734.The horizontal coordinates were scaled from a topographic map and have
 CS1734.an estimated accuracy of +/- 6 seconds.
 CS1734
 CS1734.The orthometric height was determined by differential leveling
 CS1734.and adjusted by the National Geodetic Survey in June 1991..
 CS1734
 CS1734.The geoid height was determined by GEOID03.
 CS1734
 CS1734.The dynamic height is computed by dividing the NAVD 88
 CS1734.geopotential number by the normal gravity value computed on the
 CS1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1734.degrees latitude (g = 980.6199 gals.).
 CS1734
 CS1734.The modeled gravity was interpolated from observed gravity values.
 CS1734
 CS1734;                    North         East    Units  Estimated Accuracy
 CS1734;SPC TXNC     - 2,120,740.      709,560.      MT  (+/- 180 meters Scaled)
 CS1734
 CS1734                          SUPERSEDED SURVEY CONTROL
 CS1734
 CS1734  NGVD 29 (??/??/92)  188.546  (m)          618.59   (f) ADJ UNCH    1 2
 CS1734
 CS1734.Superseded values are not recommended for survey control.
 CS1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1734.See file dsdata.txt to determine how the superseded data were derived.
 CS1734
 CS1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB563248(NAD 83)
 CS1734_MARKER: DB = BENCH MARK DISK
 CS1734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1734_SP_SET: FOUNDATION
 CS1734_STAMPING: D 1154 1966
 CS1734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1734+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 CS1734
 CS1734  HISTORY     - Date     Condition        Report By
 CS1734  HISTORY     - 1966     MONUMENTED       CGS
 CS1734  HISTORY     - 1968     GOOD             NGS
 CS1734  HISTORY     - 1989     GOOD             USPSQD
 CS1734  HISTORY     - 19960301 GOOD             USPSQD
 CS1734  HISTORY     - 20010201 GOOD             USPSQD
 CS1734  HISTORY     - 20020612 GOOD             INDIV
 CS1734
 CS1734                          STATION DESCRIPTION
 CS1734
 CS1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1734'IN FORT WORTH.
 CS1734'AT FORT WORTH, AT THE NEW FEDERAL BUILDING, 135 FEET EAST OF THE EAST
 CS1734'CURB OF TAYLOR STREET, 19 FEET NORTH OF THE NORTH CURB OF E 10TH
 CS1734'STREET, 48.6 FEET EAST OF THE SOUTH ENTRANCE TO THE BUILDING, 117.0
 CS1734'FEET WEST OF THE SOUTHWEST END OF THE CITY HALL, SET IN THE TOP OF THE
 CS1734'CONCRETE FOUNDATION AT THE WEST END OF THE POST OFFICE LOADING DOCK.
 CS1734
 CS1734                          STATION RECOVERY (1968)
 CS1734
 CS1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CS1734'RECOVERED IN GOOD CONDITION.
 CS1734
 CS1734                          STATION RECOVERY (1989)
 CS1734
 CS1734'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1734'RECOVERED IN GOOD CONDITION.
 CS1734
 CS1734                          STATION RECOVERY (1996)
 CS1734
 CS1734'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1734'RECOVERED IN GOOD CONDITION.
 CS1734
 CS1734                          STATION RECOVERY (2001)
 CS1734
 CS1734'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1734'RECOVERED IN GOOD CONDITION.
 CS1734
 CS1734                          STATION RECOVERY (2002)
 CS1734
 CS1734'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1224 ***********************************************************************
 BL1224  DESIGNATION -  D 1156
 BL1224  PID         -  BL1224
 BL1224  STATE/COUNTY-  TX/HARRIS
 BL1224  USGS QUAD   -  MAEDAN (1982)
 BL1224
 BL1224                         *CURRENT SURVEY CONTROL
 BL1224  ___________________________________________________________________
 BL1224* NAD 83(1986)-  30 00 11.     (N)    095 18 31.     (W)     SCALED    
 BL1224* NAVD 88     -        27.67   (+/-2cm)      90.8    (feet)  VERTCON   
 BL1224  ___________________________________________________________________
 BL1224  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1224
 BL1224  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1224
 BL1224.The horizontal coordinates were scaled from a topographic map and have
 BL1224.an estimated accuracy of +/- 6 seconds.
 BL1224
 BL1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1224.The vertical order pertains to the NGVD 29 superseded value.
 BL1224
 BL1224.The geoid height was determined by GEOID03.
 BL1224
 BL1224;                    North         East    Units  Estimated Accuracy
 BL1224;SPC TXSC     - 4,246,090.      956,070.      MT  (+/- 180 meters Scaled)
 BL1224
 BL1224                          SUPERSEDED SURVEY CONTROL
 BL1224
 BL1224  NGVD 29 (??/??/92)   27.673  (m)           90.79   (f) ADJ UNCH    1 2
 BL1224
 BL1224.Superseded values are not recommended for survey control.
 BL1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1224.See file dsdata.txt to determine how the superseded data were derived.
 BL1224
 BL1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP773213(NAD 83)
 BL1224_MARKER: DB = BENCH MARK DISK
 BL1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1224_STAMPING: D 1156 1967
 BL1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1224+STABILITY: SURFACE MOTION
 BL1224
 BL1224  HISTORY     - Date     Condition        Report By
 BL1224  HISTORY     - 1967     MONUMENTED       CGS
 BL1224  HISTORY     - 1973     GOOD             NGS
 BL1224  HISTORY     - 1977     GOOD             NGS
 BL1224  HISTORY     - 1978     GOOD             NGS
 BL1224  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1224  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 BL1224
 BL1224                          STATION DESCRIPTION
 BL1224
 BL1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1224'2.45 MI W FROM HUMBLE.
 BL1224'ABOUT 2.45 MILES WEST ALONG HIGHWAY FM 1960 FROM THE HIGHWAY 59
 BL1224'OVERPASS OVER FM 1960 AT HUMBLE, SET IN THE SOUTHEAST CORNER OF THE
 BL1224'INTERSECTION OF FM 1960 AND LEE ROAD, 29 FEET EAST OF THE CENTER LINE
 BL1224'OF LEE ROAD, 99 FEET SOUTH OF THE CENTER LINE OF FM 1960, 47 FEET
 BL1224'SOUTH OF A POWER POLE WITH ONE GUY WIRE.  A STANDARD DISK 1.5 FEET
 BL1224'NORTH OF A METAL WITNESS POST ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 BL1224'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BL1224
 BL1224                          STATION RECOVERY (1977)
 BL1224
 BL1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BL1224'RECOVERED IN GOOD CONDITION.
 BL1224
 BL1224                          STATION RECOVERY (1978)
 BL1224
 BL1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1224'RECOVERED IN GOOD CONDITION.
 BL1224
 BL1224                          STATION RECOVERY (1987)
 BL1224
 BL1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1224'MARK NOT FOUND.
 BL1224
 BL1224                          STATION RECOVERY (1996)
 BL1224
 BL1224'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0213 ***********************************************************************
 CU0213  DESIGNATION -  D 1157
 CU0213  PID         -  CU0213
 CU0213  STATE/COUNTY-  TX/TAYLOR
 CU0213  USGS QUAD   -  MERKEL WEST (1984)
 CU0213
 CU0213                         *CURRENT SURVEY CONTROL
 CU0213  ___________________________________________________________________
 CU0213* NAD 83(1986)-  32 26 22.     (N)    100 02 30.     (W)     SCALED    
 CU0213* NAVD 88     -       594.763  (meters)    1951.32   (feet)  ADJUSTED  
 CU0213  ___________________________________________________________________
 CU0213  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CU0213  DYNAMIC HT  -         593.987 (meters)    1948.77  (feet)  COMP
 CU0213  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 CU0213
 CU0213  VERT ORDER  -  SECOND    CLASS 0
 CU0213
 CU0213.The horizontal coordinates were scaled from a topographic map and have
 CU0213.an estimated accuracy of +/- 6 seconds.
 CU0213
 CU0213.The orthometric height was determined by differential leveling
 CU0213.and adjusted by the National Geodetic Survey in June 1991..
 CU0213
 CU0213.The geoid height was determined by GEOID03.
 CU0213
 CU0213.The dynamic height is computed by dividing the NAVD 88
 CU0213.geopotential number by the normal gravity value computed on the
 CU0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0213.degrees latitude (g = 980.6199 gals.).
 CU0213
 CU0213.The modeled gravity was interpolated from observed gravity values.
 CU0213
 CU0213;                    North         East    Units  Estimated Accuracy
 CU0213;SPC TXNC     - 2,086,760.      455,040.      MT  (+/- 180 meters Scaled)
 CU0213
 CU0213                          SUPERSEDED SURVEY CONTROL
 CU0213
 CU0213  NGVD 29 (??/??/92)  594.576  (m)         1950.70   (f) ADJ UNCH    2 0
 CU0213
 CU0213.Superseded values are not recommended for survey control.
 CU0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0213.See file dsdata.txt to determine how the superseded data were derived.
 CU0213
 CU0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA020896(NAD 83)
 CU0213_MARKER: DB = BENCH MARK DISK
 CU0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0213_STAMPING: D 1157 1961
 CU0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0213+STABILITY: SURFACE MOTION
 CU0213
 CU0213  HISTORY     - Date     Condition        Report By
 CU0213  HISTORY     - 1961     MONUMENTED       CGS
 CU0213  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0213  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0213
 CU0213                          STATION DESCRIPTION
 CU0213
 CU0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0213'3.2 MI S FROM MERKEL.
 CU0213'3.2 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0213'ABOUT 200 FEET NORTHWEST OF A FARM HOUSE, 36 FEET NORTH OF THE CENTER
 CU0213'LINE OF FARM ROAD 126, 1 FOOT SOUTH OF A FENCE, LEVEL WITH THE ROAD, 4
 CU0213'FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH
 CU0213'ROUND CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 3 INCHES ABOVE
 CU0213'THE GROUND.
 CU0213
 CU0213                          STATION RECOVERY (1994)
 CU0213
 CU0213'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0213'MARK NOT FOUND.
 CU0213
 CU0213                          STATION RECOVERY (2001)
 CU0213
 CU0213'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0259 ***********************************************************************
 CU0259  DESIGNATION -  D 1158
 CU0259  PID         -  CU0259
 CU0259  STATE/COUNTY-  TX/TAYLOR
 CU0259  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0259
 CU0259                         *CURRENT SURVEY CONTROL
 CU0259  ___________________________________________________________________
 CU0259* NAD 83(1986)-  32 16 59.     (N)    100 01 55.     (W)     SCALED    
 CU0259* NAVD 88     -       716.940  (meters)    2352.16   (feet)  ADJUSTED  
 CU0259  ___________________________________________________________________
 CU0259  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0259  DYNAMIC HT  -         715.981 (meters)    2349.01  (feet)  COMP
 CU0259  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 CU0259
 CU0259  VERT ORDER  -  SECOND    CLASS 0
 CU0259
 CU0259.The horizontal coordinates were scaled from a topographic map and have
 CU0259.an estimated accuracy of +/- 6 seconds.
 CU0259
 CU0259.The orthometric height was determined by differential leveling
 CU0259.and adjusted by the National Geodetic Survey in June 1991..
 CU0259
 CU0259.The geoid height was determined by GEOID03.
 CU0259
 CU0259.The dynamic height is computed by dividing the NAVD 88
 CU0259.geopotential number by the normal gravity value computed on the
 CU0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0259.degrees latitude (g = 980.6199 gals.).
 CU0259
 CU0259.The modeled gravity was interpolated from observed gravity values.
 CU0259
 CU0259;                    North         East    Units  Estimated Accuracy
 CU0259;SPC TXNC     - 2,069,410.      455,700.      MT  (+/- 180 meters Scaled)
 CU0259
 CU0259                          SUPERSEDED SURVEY CONTROL
 CU0259
 CU0259  NGVD 29 (??/??/92)  716.744  (m)         2351.52   (f) ADJ UNCH    2 0
 CU0259
 CU0259.Superseded values are not recommended for survey control.
 CU0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0259.See file dsdata.txt to determine how the superseded data were derived.
 CU0259
 CU0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA028722(NAD 83)
 CU0259_MARKER: DB = BENCH MARK DISK
 CU0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0259_STAMPING: D 1158 1961
 CU0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0259+STABILITY: SURFACE MOTION
 CU0259
 CU0259  HISTORY     - Date     Condition        Report By
 CU0259  HISTORY     - 1961     MONUMENTED       CGS
 CU0259  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0259
 CU0259                          STATION DESCRIPTION
 CU0259
 CU0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0259'13.0 MI SW FROM VIEW.
 CU0259'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0259'AT VIEW, THENCE 4.1 MILES NORTHWEST ALONG A GRAVEL ROAD, 54 FEET
 CU0259'SOUTHEAST OF THE CENTER OF A T-INTERSECTION, 39 FEET EAST OF THE
 CU0259'CENTER LINE OF A GRAVEL ROAD, 33 FEET SOUTH OF THE CENTER LINE OF A
 CU0259'GRAVEL ROAD, 18 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE,
 CU0259'LEVEL WITH THE ROAD, 5 FEET WEST OF A METAL WITNESS POST WITH SIGN,
 CU0259'SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND
 CU0259'FLUSH WITH THE GROUND.
 CU0259
 CU0259                          STATION RECOVERY (1994)
 CU0259
 CU0259'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0604 ***********************************************************************
 CT0604  DESIGNATION -  D 1159
 CT0604  PID         -  CT0604
 CT0604  STATE/COUNTY-  TX/CALLAHAN
 CT0604  USGS QUAD   -  OPLIN (1987)
 CT0604
 CT0604                         *CURRENT SURVEY CONTROL
 CT0604  ___________________________________________________________________
 CT0604* NAD 83(1986)-  32 11 53.     (N)    099 32 32.     (W)     SCALED    
 CT0604* NAVD 88     -       573.656  (meters)    1882.07   (feet)  POSTED    
 CT0604  ___________________________________________________________________
 CT0604  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CT0604  DYNAMIC HT  -         572.900 (meters)    1879.59  (feet)  COMP
 CT0604  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 CT0604
 CT0604  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0604
 CT0604.The horizontal coordinates were scaled from a topographic map and have
 CT0604.an estimated accuracy of +/- 6 seconds.
 CT0604
 CT0604.The orthometric height was determined by differential leveling
 CT0604.and adjusted by the National Geodetic Survey in 1992..
 CT0604.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0604.rate of 1.1 thru 2.0 mm/km.
 CT0604
 CT0604.The geoid height was determined by GEOID03.
 CT0604
 CT0604.The dynamic height is computed by dividing the NAVD 88
 CT0604.geopotential number by the normal gravity value computed on the
 CT0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0604.degrees latitude (g = 980.6199 gals.).
 CT0604
 CT0604.The modeled gravity was interpolated from observed gravity values.
 CT0604
 CT0604;                    North         East    Units  Estimated Accuracy
 CT0604;SPC TXNC     - 2,059,420.      501,730.      MT  (+/- 180 meters Scaled)
 CT0604
 CT0604                          SUPERSEDED SURVEY CONTROL
 CT0604
 CT0604  NGVD 29 (??/??/92)  573.501  (m)         1881.56   (f) ADJ UNCH    1 2
 CT0604
 CT0604.Superseded values are not recommended for survey control.
 CT0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0604.See file dsdata.txt to determine how the superseded data were derived.
 CT0604
 CT0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA488625(NAD 83)
 CT0604_MARKER: DB = BENCH MARK DISK
 CT0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0604_STAMPING: D 1159 1961
 CT0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0604+STABILITY: SURFACE MOTION
 CT0604
 CT0604  HISTORY     - Date     Condition        Report By
 CT0604  HISTORY     - 1961     MONUMENTED       CGS
 CT0604
 CT0604                          STATION DESCRIPTION
 CT0604
 CT0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0604'17.0 MI SW FROM CLYDE.
 CT0604'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0604'TO FARM ROAD 604, THENCE 16.8 MILES SOUTHWEST ALONG FARM ROAD 604, 51
 CT0604'FEET EAST OF THE CENTER LINE OF FARM ROAD 604, 6 FEET NORTH OF A
 CT0604'CONCRETE ROW POST, 0.6 FEET WEST OF A FENCE, 4 FEET BELOW THE LEVEL OF
 CT0604'THE ROAD, 3 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP
 CT0604'OF A 12 INCH ROUND CONCRETE POST 2 FEET BELOW THE GROUND SURFACE,
 CT0604'COVERED WITH BROKEN GLASS AND DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2198 ***********************************************************************
 CS2198  DESIGNATION -  D 116
 CS2198  PID         -  CS2198
 CS2198  STATE/COUNTY-  TX/BOSQUE
 CS2198  USGS QUAD   -  WALNUT SPRINGS EAST (1979)
 CS2198
 CS2198                         *CURRENT SURVEY CONTROL
 CS2198  ___________________________________________________________________
 CS2198* NAD 83(1986)-  32 05 26.     (N)    097 45 00.     (W)     SCALED    
 CS2198* NAVD 88     -       310.113  (meters)    1017.43   (feet)  ADJUSTED  
 CS2198  ___________________________________________________________________
 CS2198  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS2198  DYNAMIC HT  -         309.727 (meters)    1016.16  (feet)  COMP
 CS2198  MODELED GRAV-     979,385.9   (mgal)                       NAVD 88
 CS2198
 CS2198  VERT ORDER  -  SECOND    CLASS 0
 CS2198
 CS2198.The horizontal coordinates were scaled from a topographic map and have
 CS2198.an estimated accuracy of +/- 6 seconds.
 CS2198
 CS2198.The orthometric height was determined by differential leveling
 CS2198.and adjusted by the National Geodetic Survey in June 1991..
 CS2198
 CS2198.The geoid height was determined by GEOID03.
 CS2198
 CS2198.The dynamic height is computed by dividing the NAVD 88
 CS2198.geopotential number by the normal gravity value computed on the
 CS2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2198.degrees latitude (g = 980.6199 gals.).
 CS2198
 CS2198.The modeled gravity was interpolated from observed gravity values.
 CS2198
 CS2198;                    North         East    Units  Estimated Accuracy
 CS2198;SPC TX C     - 3,271,550.      943,860.      MT  (+/- 180 meters Scaled)
 CS2198
 CS2198                          SUPERSEDED SURVEY CONTROL
 CS2198
 CS2198  NGVD 29 (??/??/92)  310.064  (m)         1017.27   (f) ADJ UNCH    2 0
 CS2198
 CS2198.Superseded values are not recommended for survey control.
 CS2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2198.See file dsdata.txt to determine how the superseded data were derived.
 CS2198
 CS2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA179511(NAD 83)
 CS2198_MARKER: DB = BENCH MARK DISK
 CS2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2198_STAMPING: 1017.314 D 116 1933
 CS2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2198+STABILITY: SURFACE MOTION
 CS2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2198+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2006
 CS2198
 CS2198  HISTORY     - Date     Condition        Report By
 CS2198  HISTORY     - 1933     MONUMENTED       CGS
 CS2198  HISTORY     - 20010317 GOOD             USPSQD
 CS2198  HISTORY     - 20030507 GOOD             JCLS
 CS2198  HISTORY     - 20060408 GOOD             JCLS
 CS2198
 CS2198                          STATION DESCRIPTION
 CS2198
 CS2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS2198'2.2 MI N FROM WALNUT SPRINGS.
 CS2198'2.2 MILES NORTH ALONG STATE HIGHWAY 144 FROM WALNUT SPRINGS, BOSQUE
 CS2198'COUNTY, OPPOSITE POWER-TRANSMISSION LINE POLE 4/8, 50 FEET WEST OF THE
 CS2198'CENTERLINE OF THE HIGHWAY, AND AT THE RIGHT-OF-WAY FENCE LINE AND SET
 CS2198'IN THE TOP OF A CONCRETE POST.
 CS2198
 CS2198                          STATION RECOVERY (2001)
 CS2198
 CS2198'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2198'RECOVERED IN GOOD CONDITION.
 CS2198
 CS2198                          STATION RECOVERY (2003)
 CS2198
 CS2198'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CS2198'RECOVERED IN GOOD CONDITION.
 CS2198
 CS2198                          STATION RECOVERY (2006)
 CS2198
 CS2198'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 CS2198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3398 ***********************************************************************
 CS3398  DESIGNATION -  D 116 RESET
 CS3398  PID         -  CS3398
 CS3398  STATE/COUNTY-  TX/BOSQUE
 CS3398  USGS QUAD   -  WALNUT SPRINGS EAST (1979)
 CS3398
 CS3398                         *CURRENT SURVEY CONTROL
 CS3398  ___________________________________________________________________
 CS3398* NAD 83(1986)-  32 05 26.     (N)    097 45 00.     (W)     SCALED    
 CS3398* NAVD 88     -       309.88   (meters)    1016.7    (feet)  RESET     
 CS3398  ___________________________________________________________________
 CS3398  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS3398
 CS3398  VERT ORDER  -  THIRD
 CS3398
 CS3398.The horizontal coordinates were scaled from a topographic map and have
 CS3398.an estimated accuracy of +/- 6 seconds.
 CS3398
 CS3398.The orthometric height was computed from unverified reset data.
 CS3398.No vertical observational check was made to the station.
 CS3398
 CS3398.The geoid height was determined by GEOID03.
 CS3398
 CS3398;                    North         East    Units  Estimated Accuracy
 CS3398;SPC TX C     - 3,271,550.      943,860.      MT  (+/- 180 meters Scaled)
 CS3398
 CS3398                          SUPERSEDED SURVEY CONTROL
 CS3398
 CS3398  NGVD 29 (01/29/03)  309.83   (m)         1016.5    (f) RESET       3  
 CS3398
 CS3398.Superseded values are not recommended for survey control.
 CS3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3398.See file dsdata.txt to determine how the superseded data were derived.
 CS3398
 CS3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA179511(NAD 83)
 CS3398_MARKER: DB = BENCH MARK DISK
 CS3398_SETTING: 66 = SET IN ROCK OUTCROP
 CS3398_SP_SET: ROCK OUTCROP
 CS3398_STAMPING: D 116 RESET 1982
 CS3398_MARK LOGO: NGS   
 CS3398_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS3398+STABILITY: POSITION/ELEVATION WELL
 CS3398
 CS3398  HISTORY     - Date     Condition        Report By
 CS3398  HISTORY     - 1982     MONUMENTED       NGS
 CS3398  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS3398
 CS3398                          STATION DESCRIPTION
 CS3398
 CS3398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CS3398'2.2 MI (3.5 KM) NORTH FROM THE POST OFFICE IN WALNUT SPRINGS ALONG THE
 CS3398'WEST SIDE OF STATE HIGHWAY 144, IN THE CENTER OF THE
 CS3398'DITCH, 328 FT (100.0 M) NORTH OF A CULVERT, 33 FT (10.1 M) WEST OF
 CS3398'THE CENTER LINE OF THE HIGHWAY AND 18 FT (5.5 M) EAST OF A FENCE.
 CS3398
 CS3398                          STATION RECOVERY (2001)
 CS3398
 CS3398'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS3398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0675 ***********************************************************************
 CT0675  DESIGNATION -  D 1160
 CT0675  PID         -  CT0675
 CT0675  STATE/COUNTY-  TX/TAYLOR
 CT0675  USGS QUAD   -  TUSCOLA (1967)
 CT0675
 CT0675                         *CURRENT SURVEY CONTROL
 CT0675  ___________________________________________________________________
 CT0675* NAD 83(1986)-  32 09 40.     (N)    099 49 13.     (W)     SCALED    
 CT0675* NAVD 88     -       632.341  (meters)    2074.61   (feet)  ADJUSTED  
 CT0675  ___________________________________________________________________
 CT0675  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CT0675  DYNAMIC HT  -         631.516 (meters)    2071.90  (feet)  COMP
 CT0675  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 CT0675
 CT0675  VERT ORDER  -  SECOND    CLASS 0
 CT0675
 CT0675.The horizontal coordinates were scaled from a topographic map and have
 CT0675.an estimated accuracy of +/- 6 seconds.
 CT0675
 CT0675.The orthometric height was determined by differential leveling
 CT0675.and adjusted by the National Geodetic Survey in June 1991..
 CT0675
 CT0675.The geoid height was determined by GEOID03.
 CT0675
 CT0675.The dynamic height is computed by dividing the NAVD 88
 CT0675.geopotential number by the normal gravity value computed on the
 CT0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0675.degrees latitude (g = 980.6199 gals.).
 CT0675
 CT0675.The modeled gravity was interpolated from observed gravity values.
 CT0675
 CT0675;                    North         East    Units  Estimated Accuracy
 CT0675;SPC TXNC     - 2,055,610.      475,470.      MT  (+/- 180 meters Scaled)
 CT0675
 CT0675                          SUPERSEDED SURVEY CONTROL
 CT0675
 CT0675  NGVD 29 (??/??/92)  632.195  (m)         2074.13   (f) ADJ UNCH    2 0
 CT0675
 CT0675.Superseded values are not recommended for survey control.
 CT0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0675.See file dsdata.txt to determine how the superseded data were derived.
 CT0675
 CT0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA226585(NAD 83)
 CT0675_MARKER: DB = BENCH MARK DISK
 CT0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0675_STAMPING: D 1160 1961
 CT0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0675+STABILITY: SURFACE MOTION
 CT0675
 CT0675  HISTORY     - Date     Condition        Report By
 CT0675  HISTORY     - 1961     MONUMENTED       CGS
 CT0675  HISTORY     - 1967     GOOD             USGS
 CT0675  HISTORY     - 1982     GOOD             NGS
 CT0675  HISTORY     - 19940708 GOOD             USPSQD
 CT0675
 CT0675                          STATION DESCRIPTION
 CT0675
 CT0675'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CT0675'1.1 MI S FROM OVALO.
 CT0675'1.1 MILES S ALONG THE ABILENE AND SOUTHERN RAILROAD FROM OVALO, 95 FT
 CT0675'E OF MILEPOST 21, 51 FT NW OF THE CENTERLINE OF US HWY 83, 33 FT SE OF
 CT0675'THE E RAIL, 3 FT NE OF A METAL WITNESS POST WITH SIGN, 4 FT ABOVE THE
 CT0675'LEVEL OF THE RAILROAD, 2 FT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
 CT0675'TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 CT0675
 CT0675                          STATION RECOVERY (1982)
 CT0675
 CT0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0675'RECOVERED IN GOOD CONDITION.
 CT0675
 CT0675                          STATION RECOVERY (1994)
 CT0675
 CT0675'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0370 ***********************************************************************
 CR0370  DESIGNATION -  D 1161
 CR0370  PID         -  CR0370
 CR0370  STATE/COUNTY-  TX/CHEROKEE
 CR0370  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0370
 CR0370                         *CURRENT SURVEY CONTROL
 CR0370  ___________________________________________________________________
 CR0370* NAD 83(1986)-  32 01 49.     (N)    095 16 50.     (W)     SCALED    
 CR0370* NAVD 88     -       217.439  (meters)     713.38   (feet)  ADJUSTED  
 CR0370  ___________________________________________________________________
 CR0370  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CR0370  DYNAMIC HT  -         217.178 (meters)     712.52  (feet)  COMP
 CR0370  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 CR0370
 CR0370  VERT ORDER  -  FIRST     CLASS II
 CR0370
 CR0370.The horizontal coordinates were scaled from a topographic map and have
 CR0370.an estimated accuracy of +/- 6 seconds.
 CR0370
 CR0370.The orthometric height was determined by differential leveling
 CR0370.and adjusted by the National Geodetic Survey in June 1991..
 CR0370
 CR0370.The geoid height was determined by GEOID03.
 CR0370
 CR0370.The dynamic height is computed by dividing the NAVD 88
 CR0370.geopotential number by the normal gravity value computed on the
 CR0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0370.degrees latitude (g = 980.6199 gals.).
 CR0370
 CR0370.The modeled gravity was interpolated from observed gravity values.
 CR0370
 CR0370;                    North         East    Units  Estimated Accuracy
 CR0370;SPC TX C     - 3,272,870.    1,177,150.      MT  (+/- 180 meters Scaled)
 CR0370
 CR0370                          SUPERSEDED SURVEY CONTROL
 CR0370
 CR0370  NGVD 29 (??/??/92)  217.457  (m)          713.44   (f) ADJ UNCH    1 2
 CR0370
 CR0370.Superseded values are not recommended for survey control.
 CR0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0370.See file dsdata.txt to determine how the superseded data were derived.
 CR0370
 CR0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR846460(NAD 83)
 CR0370_MARKER: DB = BENCH MARK DISK
 CR0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0370_STAMPING: D 1161 1959
 CR0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0370+STABILITY: SURFACE MOTION
 CR0370
 CR0370  HISTORY     - Date     Condition        Report By
 CR0370  HISTORY     - 1959     MONUMENTED       CGS
 CR0370  HISTORY     - 19910420 GOOD             USPSQD
 CR0370  HISTORY     - 19960420 GOOD             USPSQD
 CR0370  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0370
 CR0370                          STATION DESCRIPTION
 CR0370
 CR0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0370'5.3 MI N FROM JACKSONVILLE.
 CR0370'ABOUT 0.2 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CR0370'STATION AT JACKSONVILLE, THENCE ABOUT 5.1 MILES NORTH ALONG THE ST.
 CR0370'LOUIS SOUTHWESTERN RAILWAY, OR ABOUT 8.45 MILES SOUTH ALONG THE ST.
 CR0370'LOUIS SOUTHWESTERN RAILROAD FROM THE POST OFFICE AT BULLARD, ABOUT 400
 CR0370'YARDS EAST AND ACROSS U. S. HIGHWAY 69 FROM THE TRACKS, 122 FEET EAST
 CR0370'OF THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTH OF THE SOUTHEAST
 CR0370'STEEL LEG OF A LOOKOUT TOWER, AND IN THE TOP OF A CONCRETE POST
 CR0370'PROJECTING 4 INCHES.
 CR0370
 CR0370                          STATION RECOVERY (1991)
 CR0370
 CR0370'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CR0370'RECOVERED IN GOOD CONDITION.
 CR0370
 CR0370                          STATION RECOVERY (1996)
 CR0370
 CR0370'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0370'RECOVERED IN GOOD CONDITION.
 CR0370
 CR0370                          STATION RECOVERY (2004)
 CR0370
 CR0370'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0438 ***********************************************************************
 CR0438  DESIGNATION -  D 1162
 CR0438  PID         -  CR0438
 CR0438  STATE/COUNTY-  TX/SMITH
 CR0438  USGS QUAD   -  TYLER NORTH (1973)
 CR0438
 CR0438                         *CURRENT SURVEY CONTROL
 CR0438  ___________________________________________________________________
 CR0438* NAD 83(1986)-  32 24 38.     (N)    095 20 15.     (W)     SCALED    
 CR0438* NAVD 88     -       149.152  (meters)     489.34   (feet)  ADJUSTED  
 CR0438  ___________________________________________________________________
 CR0438  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0438  DYNAMIC HT  -         148.977 (meters)     488.77  (feet)  COMP
 CR0438  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 CR0438
 CR0438  VERT ORDER  -  FIRST     CLASS II
 CR0438
 CR0438.The horizontal coordinates were scaled from a topographic map and have
 CR0438.an estimated accuracy of +/- 6 seconds.
 CR0438
 CR0438.The orthometric height was determined by differential leveling
 CR0438.and adjusted by the National Geodetic Survey in June 1991..
 CR0438
 CR0438.The geoid height was determined by GEOID03.
 CR0438
 CR0438.The dynamic height is computed by dividing the NAVD 88
 CR0438.geopotential number by the normal gravity value computed on the
 CR0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0438.degrees latitude (g = 980.6199 gals.).
 CR0438
 CR0438.The modeled gravity was interpolated from observed gravity values.
 CR0438
 CR0438;                    North         East    Units  Estimated Accuracy
 CR0438;SPC TXNC     - 2,086,970.      897,430.      MT  (+/- 180 meters Scaled)
 CR0438
 CR0438                          SUPERSEDED SURVEY CONTROL
 CR0438
 CR0438  NGVD 29 (??/??/92)  149.181  (m)          489.44   (f) ADJ UNCH    1 2
 CR0438
 CR0438.Superseded values are not recommended for survey control.
 CR0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0438.See file dsdata.txt to determine how the superseded data were derived.
 CR0438
 CR0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR801883(NAD 83)
 CR0438_MARKER: DB = BENCH MARK DISK
 CR0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0438_STAMPING: D 1162 1959
 CR0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0438+STABILITY: SURFACE MOTION
 CR0438
 CR0438  HISTORY     - Date     Condition        Report By
 CR0438  HISTORY     - 1959     MONUMENTED       CGS
 CR0438  HISTORY     - 20040606 GOOD             USPSQD
 CR0438
 CR0438                          STATION DESCRIPTION
 CR0438
 CR0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0438'4.65 MI N FROM TYLER.
 CR0438'ABOUT 4.65 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0438'FROM THE STATION AT TYLER, 3 1/2 POLES SOUTHEAST OF MILEPOST 24, 24
 CR0438'1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 76 FEET EAST -SOUTH-EAST OF
 CR0438'THE CENTER OF A PAVED ROAD CROSSING, 36 FEET SOUTH OF THE CENTER LINE
 CR0438'OF THE ROAD, 29 FEET SOUTHWEST OF A BRACED POWER POLE, 21 1/2 FEET
 CR0438'SOUTHWEST OF A FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 CR0438'ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 CR0438'PROJECTING 7 INCHES.
 CR0438
 CR0438                          STATION RECOVERY (2004)
 CR0438
 CR0438'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0839 ***********************************************************************
 CR0839  DESIGNATION -  D 1163
 CR0839  PID         -  CR0839
 CR0839  STATE/COUNTY-  TX/RAINS
 CR0839  USGS QUAD   -  EMORY NORTH (1980)
 CR0839
 CR0839                         *CURRENT SURVEY CONTROL
 CR0839  ___________________________________________________________________
 CR0839* NAD 83(1986)-  32 52 37.     (N)    095 46 17.     (W)     SCALED    
 CR0839* NAVD 88     -       146.034  (meters)     479.11   (feet)  ADJUSTED  
 CR0839  ___________________________________________________________________
 CR0839  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CR0839  DYNAMIC HT  -         145.871 (meters)     478.58  (feet)  COMP
 CR0839  MODELED GRAV-     979,520.0   (mgal)                       NAVD 88
 CR0839
 CR0839  VERT ORDER  -  FIRST     CLASS II
 CR0839
 CR0839.The horizontal coordinates were scaled from a topographic map and have
 CR0839.an estimated accuracy of +/- 6 seconds.
 CR0839
 CR0839.The orthometric height was determined by differential leveling
 CR0839.and adjusted by the National Geodetic Survey in June 1991..
 CR0839
 CR0839.The geoid height was determined by GEOID03.
 CR0839
 CR0839.The dynamic height is computed by dividing the NAVD 88
 CR0839.geopotential number by the normal gravity value computed on the
 CR0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0839.degrees latitude (g = 980.6199 gals.).
 CR0839
 CR0839.The modeled gravity was interpolated from observed gravity values.
 CR0839
 CR0839;                    North         East    Units  Estimated Accuracy
 CR0839;SPC TXNC     - 2,137,520.      855,290.      MT  (+/- 180 meters Scaled)
 CR0839
 CR0839                          SUPERSEDED SURVEY CONTROL
 CR0839
 CR0839  NGVD 29 (??/??/92)  146.050  (m)          479.17   (f) ADJ UNCH    1 2
 CR0839
 CR0839.Superseded values are not recommended for survey control.
 CR0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0839.See file dsdata.txt to determine how the superseded data were derived.
 CR0839
 CR0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS407410(NAD 83)
 CR0839_MARKER: DB = BENCH MARK DISK
 CR0839_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CR0839_SP_SET: 47.5 FT.
 CR0839_STAMPING: D 1163 1959
 CR0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0839
 CR0839  HISTORY     - Date     Condition        Report By
 CR0839  HISTORY     - 1959     MONUMENTED       CGS
 CR0839  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 CR0839
 CR0839                          STATION DESCRIPTION
 CR0839
 CR0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0839'0.45 MI NW FROM EMORY.
 CR0839'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 19 FROM THE COUNTY
 CR0839'COURTHOUSE AT EMORY, THENCE ABOUT 0.35 MILE NORTHWEST ALONG THE NEW U.
 CR0839'S. HIGHWAY 69, 197 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CR0839'120 FEET SOUTHWEST AND ACROSS FARM ROAD 35 FROM A CONCRETE F.A.P.
 CR0839'MARKER POST, 120 FEET WEST OF THE NORTHWEST CORNER OF A STONE
 CR0839'FARMHOUSE, 39 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 35, 19 FEET
 CR0839'WEST OF A POWER POLE, 1 FOOT NORTH OF A FENCE, 2.0 FEET EAST OF A
 CR0839'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE FARM ROAD, AND
 CR0839'ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH
 CR0839'OF 47 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 CR0839
 CR0839                          STATION RECOVERY (1995)
 CR0839
 CR0839'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0086 ***********************************************************************
 DN0086  DESIGNATION -  D 1164
 DN0086  PID         -  DN0086
 DN0086  STATE/COUNTY-  TX/HUNT
 DN0086  USGS QUAD   -  GREENVILLE SE (1962)
 DN0086
 DN0086                         *CURRENT SURVEY CONTROL
 DN0086  ___________________________________________________________________
 DN0086* NAD 83(1986)-  33 05 02.     (N)    096 04 41.     (W)     SCALED    
 DN0086* NAVD 88     -       163.794  (meters)     537.38   (feet)  ADJUSTED  
 DN0086  ___________________________________________________________________
 DN0086  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0086  DYNAMIC HT  -         163.615 (meters)     536.79  (feet)  COMP
 DN0086  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 DN0086
 DN0086  VERT ORDER  -  FIRST     CLASS II
 DN0086
 DN0086.The horizontal coordinates were scaled from a topographic map and have
 DN0086.an estimated accuracy of +/- 6 seconds.
 DN0086
 DN0086.The orthometric height was determined by differential leveling
 DN0086.and adjusted by the National Geodetic Survey in June 1991..
 DN0086
 DN0086.The geoid height was determined by GEOID03.
 DN0086
 DN0086.The dynamic height is computed by dividing the NAVD 88
 DN0086.geopotential number by the normal gravity value computed on the
 DN0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0086.degrees latitude (g = 980.6199 gals.).
 DN0086
 DN0086.The modeled gravity was interpolated from observed gravity values.
 DN0086
 DN0086;                    North         East    Units  Estimated Accuracy
 DN0086;SPC TXNC     - 2,159,760.      826,080.      MT  (+/- 180 meters Scaled)
 DN0086
 DN0086                          SUPERSEDED SURVEY CONTROL
 DN0086
 DN0086  NGVD 29 (??/??/92)  163.783  (m)          537.34   (f) ADJ UNCH    1 2
 DN0086
 DN0086.Superseded values are not recommended for survey control.
 DN0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0086.See file dsdata.txt to determine how the superseded data were derived.
 DN0086
 DN0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB727643(NAD 83)
 DN0086_MARKER: DB = BENCH MARK DISK
 DN0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0086_STAMPING: D 1164 1959
 DN0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0086+STABILITY: SURFACE MOTION
 DN0086
 DN0086  HISTORY     - Date     Condition        Report By
 DN0086  HISTORY     - 1959     MONUMENTED       CGS
 DN0086  HISTORY     - 19940421 GOOD             USPSQD
 DN0086
 DN0086                          STATION DESCRIPTION
 DN0086
 DN0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0086'4.7 MI SE FROM GREENVILLE.
 DN0086'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0086'FROM THE STATION AT GREENVILLE, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG
 DN0086'U. S. HIGHWAY 69 TO A CEMETERY, THENCE ABOUT 2.3 MILES SOUTH-SOUTHEAST
 DN0086'ALONG A PAVED ROAD, ABOUT 0.1 MILE NORTHWEST OF A CURVE IN THE ROAD,
 DN0086'53 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 226 FEET NORTHWEST
 DN0086'OF THE NORTHWEST END OF A CONCRETE PIPE CULVERT, 4 1/2 FEET NORTHWEST
 DN0086'OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL
 DN0086'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 DN0086'OF A CONCRETE POST PROJECTING 6 INCHES.
 DN0086
 DN0086                          STATION RECOVERY (1994)
 DN0086
 DN0086'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1280 ***********************************************************************
 BL1280  DESIGNATION -  D 1165
 BL1280  PID         -  BL1280
 BL1280  STATE/COUNTY-  TX/MONTGOMERY
 BL1280  USGS QUAD   -  WILLIS (1997)
 BL1280
 BL1280                         *CURRENT SURVEY CONTROL
 BL1280  ___________________________________________________________________
 BL1280* NAD 83(1986)-  30 28 58.     (N)    095 28 21.     (W)     SCALED    
 BL1280* NAVD 88     -        89.594  (meters)     293.94   (feet)  ADJUSTED  
 BL1280  ___________________________________________________________________
 BL1280  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL1280  DYNAMIC HT  -          89.475 (meters)     293.55  (feet)  COMP
 BL1280  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 BL1280
 BL1280  VERT ORDER  -  FIRST     CLASS I
 BL1280
 BL1280.The horizontal coordinates were scaled from a topographic map and have
 BL1280.an estimated accuracy of +/- 6 seconds.
 BL1280
 BL1280.The orthometric height was determined by differential leveling
 BL1280.and adjusted by the National Geodetic Survey in June 1991..
 BL1280
 BL1280.The geoid height was determined by GEOID03.
 BL1280
 BL1280.The dynamic height is computed by dividing the NAVD 88
 BL1280.geopotential number by the normal gravity value computed on the
 BL1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1280.degrees latitude (g = 980.6199 gals.).
 BL1280
 BL1280.The modeled gravity was interpolated from observed gravity values.
 BL1280
 BL1280;                    North         East    Units  Estimated Accuracy
 BL1280;SPC TX C     - 3,100,670.    1,166,530.      MT  (+/- 180 meters Scaled)
 BL1280
 BL1280                          SUPERSEDED SURVEY CONTROL
 BL1280
 BL1280  NGVD 29 (12/23/87)   89.599  (m)          293.96   (f) ADJUSTED    1 1
 BL1280
 BL1280.Superseded values are not recommended for survey control.
 BL1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1280.See file dsdata.txt to determine how the superseded data were derived.
 BL1280
 BL1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP626748(NAD 83)
 BL1280_MARKER: DB = BENCH MARK DISK
 BL1280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL1280_SP_SET: SHALLOW-SET PIPE
 BL1280_STAMPING: D 1165 1960
 BL1280_MARK LOGO: CGS   
 BL1280_PROJECTION: PROJECTING 2 CENTIMETERS
 BL1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1280_ROD/PIPE-DEPTH: 1.3  meters
 BL1280
 BL1280  HISTORY     - Date     Condition        Report By
 BL1280  HISTORY     - 1960     MONUMENTED       CGS
 BL1280  HISTORY     - 1973     GOOD             NGS
 BL1280  HISTORY     - 1978     GOOD             NGS
 BL1280  HISTORY     - 1987     GOOD             NGS
 BL1280
 BL1280                          STATION DESCRIPTION
 BL1280
 BL1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1280'3.9 MI N FROM WILLIS.
 BL1280'ABOUT 3.9 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1280'AT WILLIS, ABOUT 10 POLES NORTH OF MILE POST 100, 56 1/2 FEET
 BL1280'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A
 BL1280'BATTERY BOX, 45 1/2 FEET WEST OF THE WEST RAIL, 18.3 FEET SOUTHEAST OF
 BL1280'A 30-INCH SWEET GUM TREE WITH A WITNESS SHIELD ATTACHED TO IT, 1.7
 BL1280'FEET WEST OF A FENCE, 2 FEET BELOW THE LEVEL OF THE RAIL, AND SET ON
 BL1280'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 0.7 FOOT.
 BL1280
 BL1280                          STATION RECOVERY (1978)
 BL1280
 BL1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1280'ADD=ON THE INSIDE OF CURVE IN RAILROAD AND NEAR THE NORTH END
 BL1280'OF CUTBANK.
 BL1280
 BL1280                          STATION RECOVERY (1987)
 BL1280
 BL1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1280'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.3 KM (3.90
 BL1280'MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1280'WITH STEWART STREET IN WILLIS, OR 6.4 KM (4.00 MI) SOUTHERLY ALONG THE
 BL1280'MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION WITH FARM ROAD 150 IN NEW
 BL1280'WAVERLY, 142.0 M (465.9 FT) NORTHWEST OF A 3/4 MILE MARKER, 13.9 M
 BL1280'(45.6 FT) WEST OF THE NEAR RAIL, 5.6 M (18.4 FT) SOUTHEAST OF A
 BL1280'30-INCH SWEET GUM TREE WITH A WITNESS SIGN ATTACHED, AND 0.5 M (1.6
 BL1280'FT) WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2118 ***********************************************************************
 BY2118  DESIGNATION -  D 1166
 BY2118  PID         -  BY2118
 BY2118  STATE/COUNTY-  TX/ANDERSON
 BY2118  USGS QUAD   -  ELKHART CREEK (1982)
 BY2118
 BY2118                         *CURRENT SURVEY CONTROL
 BY2118  ___________________________________________________________________
 BY2118* NAD 83(1986)-  31 34 41.     (N)    095 30 21.     (W)     SCALED    
 BY2118* NAVD 88     -       146.390  (meters)     480.28   (feet)  ADJUSTED  
 BY2118  ___________________________________________________________________
 BY2118  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY2118  DYNAMIC HT  -         146.208 (meters)     479.68  (feet)  COMP
 BY2118  MODELED GRAV-     979,395.1   (mgal)                       NAVD 88
 BY2118  OBS GRAVITY -     979,395.5   (mgal)                       GRAV_OBS
 BY2118
 BY2118  VERT ORDER  -  FIRST     CLASS II
 BY2118
 BY2118.The horizontal coordinates were scaled from a topographic map and have
 BY2118.an estimated accuracy of +/- 6 seconds.
 BY2118
 BY2118.The orthometric height was determined by differential leveling
 BY2118.and adjusted by the National Geodetic Survey in June 1991..
 BY2118
 BY2118.The geoid height was determined by GEOID03.
 BY2118
 BY2118.The dynamic height is computed by dividing the NAVD 88
 BY2118.geopotential number by the normal gravity value computed on the
 BY2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2118.degrees latitude (g = 980.6199 gals.).
 BY2118
 BY2118.The modeled gravity was interpolated from observed gravity values.
 BY2118.The observed gravity was obtained from relative gravimeter ties
 BY2118.to the IGSN71 gravity network.
 BY2118
 BY2118;                    North         East    Units  Estimated Accuracy
 BY2118;SPC TX C     - 3,221,830.    1,158,070.      MT  (+/- 180 meters Scaled)
 BY2118
 BY2118                          SUPERSEDED SURVEY CONTROL
 BY2118
 BY2118  NGVD 29 (??/??/92)  146.391  (m)          480.28   (f) ADJ UNCH    1 2
 BY2118
 BY2118.Superseded values are not recommended for survey control.
 BY2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2118.See file dsdata.txt to determine how the superseded data were derived.
 BY2118
 BY2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ621963(NAD 83)
 BY2118_MARKER: DB = BENCH MARK DISK
 BY2118_SETTING: 66 = SET IN ROCK OUTCROP
 BY2118_SP_SET: ROCK OUTCROP
 BY2118_STAMPING: D 1166 1960
 BY2118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2118+STABILITY: POSITION/ELEVATION WELL
 BY2118
 BY2118  HISTORY     - Date     Condition        Report By
 BY2118  HISTORY     - 1960     MONUMENTED       CGS
 BY2118  HISTORY     - 1980     GOOD             NGS
 BY2118
 BY2118                          STATION DESCRIPTION
 BY2118
 BY2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY2118'5.5 MI SE FROM ELKHART.
 BY2118'ABOUT 5.5 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2118'STATION AT ELKHART, 0.2 MILE WEST OF THE SALMON STATION SIGN, IN A
 BY2118'ROCK OUTCROP PROJECTING 4 INCHES, 53 FEET SOUTH OF THE SOUTH RAIL OF
 BY2118'THE MAIN TRACK, 31 1/2 FEET SOUTHEAST OF THE EIGHTH TELEPHONE POLE
 BY2118'WEST OF MILEPOST 18, 6 FEET SOUTH OF A FENCE, 39 FEET NORTHWEST OF AN
 BY2118'18-INCH HICKORY TREE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 BY2118
 BY2118                          STATION RECOVERY (1980)
 BY2118
 BY2118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2118'9.3 KM. (5.8 MI.) SOUTHEAST ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY
 BY2118'287 FROM THE JUNCTION OF STATE HIGHWAY 294 IN ELKHART, IN TOP OF A
 BY2118'ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND, AT THE EIGHTH POLE WEST
 BY2118'ALONG THE MISSOURI PACIFIC RAILROAD FROM MILEPOST 18, 1.8 M. (6.0 FT.)
 BY2118'SOUTH OF A FENCE, 9.6 M. (31.6 FT.) SOUTHEAST OF A POWERLINE POLE,
 BY2118'91.4 M. (300 FT.) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 16.2 M.
 BY2118'(53.0 FT.) SOUTH OF THE SOUTH RAIL, 11.9 M. (39.0 FT.) NORTHWEST OF A
 BY2118'50-CM. HICKORY TREE.
 BY2118'THE MARK IS 0.6 M ABOVE THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0074 ***********************************************************************
 DO0074  DESIGNATION -  D 1167
 DO0074  PID         -  DO0074
 DO0074  STATE/COUNTY-  TX/CLAY
 DO0074  USGS QUAD   -  VASHTI (1963)
 DO0074
 DO0074                         *CURRENT SURVEY CONTROL
 DO0074  ___________________________________________________________________
 DO0074* NAD 83(1986)-  33 33 21.     (N)    098 04 15.     (W)     SCALED    
 DO0074* NAVD 88     -       333.350  (meters)    1093.67   (feet)  ADJUSTED  
 DO0074  ___________________________________________________________________
 DO0074  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DO0074  DYNAMIC HT  -         332.977 (meters)    1092.44  (feet)  COMP
 DO0074  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 DO0074
 DO0074  VERT ORDER  -  SECOND    CLASS 0
 DO0074
 DO0074.The horizontal coordinates were scaled from a topographic map and have
 DO0074.an estimated accuracy of +/- 6 seconds.
 DO0074
 DO0074.The orthometric height was determined by differential leveling
 DO0074.and adjusted by the National Geodetic Survey in June 1991..
 DO0074
 DO0074.The geoid height was determined by GEOID03.
 DO0074
 DO0074.The dynamic height is computed by dividing the NAVD 88
 DO0074.geopotential number by the normal gravity value computed on the
 DO0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0074.degrees latitude (g = 980.6199 gals.).
 DO0074
 DO0074.The modeled gravity was interpolated from observed gravity values.
 DO0074
 DO0074;                    North         East    Units  Estimated Accuracy
 DO0074;SPC TXNC     - 2,209,570.      639,850.      MT  (+/- 180 meters Scaled)
 DO0074
 DO0074                          SUPERSEDED SURVEY CONTROL
 DO0074
 DO0074  NGVD 29 (??/??/92)  333.418  (m)         1093.89   (f) ADJ UNCH    2 0
 DO0074
 DO0074.Superseded values are not recommended for survey control.
 DO0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0074.See file dsdata.txt to determine how the superseded data were derived.
 DO0074
 DO0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC862132(NAD 83)
 DO0074_MARKER: DB = BENCH MARK DISK
 DO0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0074_SP_SET: CULVERT
 DO0074_STAMPING: D 1167 1961
 DO0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0074
 DO0074  HISTORY     - Date     Condition        Report By
 DO0074  HISTORY     - 1961     MONUMENTED       CGS
 DO0074
 DO0074                          STATION DESCRIPTION
 DO0074
 DO0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0074'2.05 MI W FROM VASHTI.
 DO0074'ABOUT 2.05 MILES WEST ALONG FARM ROAD 174 FROM THE METHODIST CHURCH AT
 DO0074'VASHTI, 0.35 MILE WEST OF THE JUNCTION OF THE HIGHWAY AND A
 DO0074'NORTH-SOUTH DIRT ROAD, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 DO0074'SET IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF A CONCRETE
 DO0074'CULVERT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0228 ***********************************************************************
 DO0228  DESIGNATION -  D 1168
 DO0228  PID         -  DO0228
 DO0228  STATE/COUNTY-  TX/JACK
 DO0228  USGS QUAD   -  JOHNSON LAKE (1964)
 DO0228
 DO0228                         *CURRENT SURVEY CONTROL
 DO0228  ___________________________________________________________________
 DO0228* NAD 83(1986)-  33 22 15.     (N)    098 12 21.     (W)     SCALED    
 DO0228* NAVD 88     -       285.784  (meters)     937.61   (feet)  ADJUSTED  
 DO0228  ___________________________________________________________________
 DO0228  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DO0228  DYNAMIC HT  -         285.461 (meters)     936.55  (feet)  COMP
 DO0228  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 DO0228
 DO0228  VERT ORDER  -  SECOND    CLASS 0
 DO0228
 DO0228.The horizontal coordinates were scaled from a topographic map and have
 DO0228.an estimated accuracy of +/- 6 seconds.
 DO0228
 DO0228.The orthometric height was determined by differential leveling
 DO0228.and adjusted by the National Geodetic Survey in June 1991..
 DO0228
 DO0228.The geoid height was determined by GEOID03.
 DO0228
 DO0228.The dynamic height is computed by dividing the NAVD 88
 DO0228.geopotential number by the normal gravity value computed on the
 DO0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0228.degrees latitude (g = 980.6199 gals.).
 DO0228
 DO0228.The modeled gravity was interpolated from observed gravity values.
 DO0228
 DO0228;                    North         East    Units  Estimated Accuracy
 DO0228;SPC TXNC     - 2,189,010.      627,370.      MT  (+/- 180 meters Scaled)
 DO0228
 DO0228                          SUPERSEDED SURVEY CONTROL
 DO0228
 DO0228  NGVD 29 (??/??/92)  285.871  (m)          937.90   (f) ADJ UNCH    2 0
 DO0228
 DO0228.Superseded values are not recommended for survey control.
 DO0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0228.See file dsdata.txt to determine how the superseded data were derived.
 DO0228
 DO0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB738926(NAD 83)
 DO0228_MARKER: DB = BENCH MARK DISK
 DO0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0228_SP_SET: ABUTMENT
 DO0228_STAMPING: D 1168 1961
 DO0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0228
 DO0228  HISTORY     - Date     Condition        Report By
 DO0228  HISTORY     - 1961     MONUMENTED       CGS
 DO0228  HISTORY     - 1984     GOOD             NGS
 DO0228  HISTORY     - 20010325 GOOD             USPSQD
 DO0228  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0228
 DO0228                          STATION DESCRIPTION
 DO0228
 DO0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0228'11.2 MI N FROM JACKSBORO.
 DO0228'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0228'199 AND 148 FROM THE COURTHOUSE AT JACKSBORO, THENCE 10.5 MILES NORTH
 DO0228'ALONG STATE HIGHWAY 148, 16 FEET WEST OF THE CENTER LINE OF THE
 DO0228'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 DO0228'OF THE BRIDGE OVER WEST FORK TRINITY RIVER, AND ABOUT LEVEL WITH THE
 DO0228'HIGHWAY.
 DO0228
 DO0228                          STATION RECOVERY (1984)
 DO0228
 DO0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0228'RECOVERED IN GOOD CONDITION.
 DO0228
 DO0228                          STATION RECOVERY (2001)
 DO0228
 DO0228'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0228'RECOVERED IN GOOD CONDITION.
 DO0228
 DO0228                          STATION RECOVERY (2005)
 DO0228
 DO0228'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0228'BRIDGE DESTROYED.  HAVE PICTURES OF NEW BRIDGE UNDER CONSTRUCTION IF
 DO0228'NEEDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0370 ***********************************************************************
 DO0370  DESIGNATION -  D 1169
 DO0370  PID         -  DO0370
 DO0370  STATE/COUNTY-  TX/ARCHER
 DO0370  USGS QUAD   -  ARCHER CITY EAST (1963)
 DO0370
 DO0370                         *CURRENT SURVEY CONTROL
 DO0370  ___________________________________________________________________
 DO0370* NAD 83(1986)-  33 34 41.     (N)    098 33 45.     (W)     SCALED    
 DO0370* NAVD 88     -       296.848  (meters)     973.91   (feet)  ADJUSTED  
 DO0370  ___________________________________________________________________
 DO0370  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DO0370  DYNAMIC HT  -         296.511 (meters)     972.80  (feet)  COMP
 DO0370  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 DO0370
 DO0370  VERT ORDER  -  SECOND    CLASS 0
 DO0370
 DO0370.The horizontal coordinates were scaled from a topographic map and have
 DO0370.an estimated accuracy of +/- 6 seconds.
 DO0370
 DO0370.The orthometric height was determined by differential leveling
 DO0370.and adjusted by the National Geodetic Survey in June 1991..
 DO0370
 DO0370.The geoid height was determined by GEOID03.
 DO0370
 DO0370.The dynamic height is computed by dividing the NAVD 88
 DO0370.geopotential number by the normal gravity value computed on the
 DO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0370.degrees latitude (g = 980.6199 gals.).
 DO0370
 DO0370.The modeled gravity was interpolated from observed gravity values.
 DO0370
 DO0370;                    North         East    Units  Estimated Accuracy
 DO0370;SPC TXNC     - 2,211,960.      594,200.      MT  (+/- 180 meters Scaled)
 DO0370
 DO0370                          SUPERSEDED SURVEY CONTROL
 DO0370
 DO0370  NGVD 29 (??/??/92)  296.769  (m)          973.65   (f) ADJ UNCH    2 0
 DO0370
 DO0370.Superseded values are not recommended for survey control.
 DO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0370.See file dsdata.txt to determine how the superseded data were derived.
 DO0370
 DO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC406154(NAD 83)
 DO0370_MARKER: DB = BENCH MARK DISK
 DO0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0370_SP_SET: WALL CASING
 DO0370_STAMPING: D 1169 1961
 DO0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0370
 DO0370  HISTORY     - Date     Condition        Report By
 DO0370  HISTORY     - 1961     MONUMENTED       CGS
 DO0370
 DO0370                          STATION DESCRIPTION
 DO0370
 DO0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0370'4.0 MI E FROM ARCHER CITY.
 DO0370'ABOUT 4.0 MILES EAST ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE AT
 DO0370'ARCHER CITY, ABOUT MIDWAY BETWEEN TWO LARGE CONCRETE CULVERTS, 159
 DO0370'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DO0370'6-INCH WELL CASEING WHICH IS FILLED WITH CONCRETE, 108 FEET SOUTH OF A
 DO0370'FENCE.  ABOUT LEVEL WITH THE HIGHWAY, AND PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0032 ***********************************************************************
 CA0032  DESIGNATION -  D 117
 CA0032  PID         -  CA0032
 CA0032  STATE/COUNTY-  TX/HAMILTON
 CA0032  USGS QUAD   -  EIDSON LAKE (1979)
 CA0032
 CA0032                         *CURRENT SURVEY CONTROL
 CA0032  ___________________________________________________________________
 CA0032* NAD 83(1986)-  31 49 25.     (N)    098 06 55.     (W)     SCALED    
 CA0032* NAVD 88     -       352.698  (meters)    1157.14   (feet)  ADJUSTED  
 CA0032  ___________________________________________________________________
 CA0032  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CA0032  DYNAMIC HT  -         352.248 (meters)    1155.67  (feet)  COMP
 CA0032  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 CA0032
 CA0032  VERT ORDER  -  SECOND    CLASS 0
 CA0032
 CA0032.The horizontal coordinates were scaled from a topographic map and have
 CA0032.an estimated accuracy of +/- 6 seconds.
 CA0032
 CA0032.The orthometric height was determined by differential leveling
 CA0032.and adjusted by the National Geodetic Survey in June 1991..
 CA0032
 CA0032.The geoid height was determined by GEOID03.
 CA0032
 CA0032.The dynamic height is computed by dividing the NAVD 88
 CA0032.geopotential number by the normal gravity value computed on the
 CA0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0032.degrees latitude (g = 980.6199 gals.).
 CA0032
 CA0032.The modeled gravity was interpolated from observed gravity values.
 CA0032
 CA0032;                    North         East    Units  Estimated Accuracy
 CA0032;SPC TX C     - 3,241,210.      909,970.      MT  (+/- 180 meters Scaled)
 CA0032
 CA0032                          SUPERSEDED SURVEY CONTROL
 CA0032
 CA0032  NGVD 29 (??/??/92)  352.621  (m)         1156.89   (f) ADJ UNCH    2 0
 CA0032
 CA0032.Superseded values are not recommended for survey control.
 CA0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0032.See file dsdata.txt to determine how the superseded data were derived.
 CA0032
 CA0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA837212(NAD 83)
 CA0032_MARKER: DB = BENCH MARK DISK
 CA0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0032_STAMPING: 1157.081 D 117 1933
 CA0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0032+STABILITY: SURFACE MOTION
 CA0032
 CA0032  HISTORY     - Date     Condition        Report By
 CA0032  HISTORY     - 1933     MONUMENTED       CGS
 CA0032  HISTORY     - 1935     GOOD             NGS
 CA0032
 CA0032                          STATION DESCRIPTION
 CA0032
 CA0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0032'9.1 MI N FROM HAMILTON.
 CA0032'9.1 MILES NORTH ALONG U. S. HIGHWAY 281 FROM THE COURTHOUSE AT
 CA0032'HAMILTON, HAMILTON COUNTY, 1.5 MILES NORTH OF THE JUNCTION OF A SIDE
 CA0032'ROAD LEADING WEST, 0.6 MILE SOUTH OF A SMALL BRIDGE, AT A DIVISION
 CA0032'FENCE ON THE WEST, AND 8 FEET NORTH OF THE CORNER POST AND SET IN THE
 CA0032'TOP OF A CONCRETE POST.
 CA0032
 CA0032                          STATION RECOVERY (1935)
 CA0032
 CA0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0144 ***********************************************************************
 DO0144  DESIGNATION -  D 1170
 DO0144  PID         -  DO0144
 DO0144  STATE/COUNTY-  TX/JACK
 DO0144  USGS QUAD   -  LYNN CREEK (1981)
 DO0144
 DO0144                         *CURRENT SURVEY CONTROL
 DO0144  ___________________________________________________________________
 DO0144* NAD 83(1986)-  33 17 28.     (N)    098 18 32.     (W)     SCALED    
 DO0144* NAVD 88     -       332.724  (meters)    1091.61   (feet)  ADJUSTED  
 DO0144  ___________________________________________________________________
 DO0144  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0144  DYNAMIC HT  -         332.344 (meters)    1090.37  (feet)  COMP
 DO0144  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 DO0144
 DO0144  VERT ORDER  -  SECOND    CLASS 0
 DO0144
 DO0144.The horizontal coordinates were scaled from a topographic map and have
 DO0144.an estimated accuracy of +/- 6 seconds.
 DO0144
 DO0144.The orthometric height was determined by differential leveling
 DO0144.and adjusted by the National Geodetic Survey in June 1991..
 DO0144
 DO0144.The geoid height was determined by GEOID03.
 DO0144
 DO0144.The dynamic height is computed by dividing the NAVD 88
 DO0144.geopotential number by the normal gravity value computed on the
 DO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0144.degrees latitude (g = 980.6199 gals.).
 DO0144
 DO0144.The modeled gravity was interpolated from observed gravity values.
 DO0144
 DO0144;                    North         East    Units  Estimated Accuracy
 DO0144;SPC TXNC     - 2,180,150.      617,800.      MT  (+/- 180 meters Scaled)
 DO0144
 DO0144                          SUPERSEDED SURVEY CONTROL
 DO0144
 DO0144  NGVD 29 (??/??/92)  332.649  (m)         1091.37   (f) ADJ UNCH    2 0
 DO0144
 DO0144.Superseded values are not recommended for survey control.
 DO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0144.See file dsdata.txt to determine how the superseded data were derived.
 DO0144
 DO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB643837(NAD 83)
 DO0144_MARKER: DB = BENCH MARK DISK
 DO0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0144_SP_SET: CULVERT
 DO0144_STAMPING: D 1170 1961
 DO0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0144
 DO0144  HISTORY     - Date     Condition        Report By
 DO0144  HISTORY     - 1961     MONUMENTED       CGS
 DO0144  HISTORY     - 20010325 GOOD             USPSQD
 DO0144  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0144
 DO0144                          STATION DESCRIPTION
 DO0144
 DO0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0144'10.6 MI NW FROM JACKSBORO.
 DO0144'ABOUT 7.55 MILES NORTHWEST ALONG U. S.HIGHWAY 281 AND STATE HIGHWAY
 DO0144'199 FROM THE COURTHOUSE AT JACKSBORO, THENCE 3.05 MILES NORTHWEST
 DO0144'ALONG U. S. HIGHWAY 281, OR 1.95 MILES SOUTH ALONG BUSINESS LOOP 187
 DO0144'FROM THE POST OFFICE AT ANTELOPE, THENCE 9.85 MILES SOUTH ALONG U. S.
 DO0144'HIGHWAY 281, 0.15 MILE NORTHWEST OF THE JUNCTION OF THE HIGHWAY AND A
 DO0144'ROAD LEADING NORTHEAST , 30 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DO0144'HIGHWAY,SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 DO0144'HEAD WALL OF A CONCRETE CULVERT, AND ABOUT 3 FEET BELOW THE LEVEL OF
 DO0144'THE HIGHWAY.
 DO0144
 DO0144                          STATION RECOVERY (2001)
 DO0144
 DO0144'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0144'RECOVERED IN GOOD CONDITION.
 DO0144
 DO0144                          STATION RECOVERY (2005)
 DO0144
 DO0144'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0349 ***********************************************************************
 CU0349  DESIGNATION -  D 1171
 CU0349  PID         -  CU0349
 CU0349  STATE/COUNTY-  TX/MITCHELL
 CU0349  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0349
 CU0349                         *CURRENT SURVEY CONTROL
 CU0349  ___________________________________________________________________
 CU0349* NAD 83(1986)-  32 19 32.     (N)    100 49 19.     (W)     SCALED    
 CU0349* NAVD 88     -       642.638  (meters)    2108.39   (feet)  ADJUSTED  
 CU0349  ___________________________________________________________________
 CU0349  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CU0349  DYNAMIC HT  -         641.779 (meters)    2105.57  (feet)  COMP
 CU0349  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 CU0349
 CU0349  VERT ORDER  -  SECOND    CLASS 0
 CU0349
 CU0349.The horizontal coordinates were scaled from a topographic map and have
 CU0349.an estimated accuracy of +/- 6 seconds.
 CU0349
 CU0349.The orthometric height was determined by differential leveling
 CU0349.and adjusted by the National Geodetic Survey in June 1991..
 CU0349
 CU0349.The geoid height was determined by GEOID03.
 CU0349
 CU0349.The dynamic height is computed by dividing the NAVD 88
 CU0349.geopotential number by the normal gravity value computed on the
 CU0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0349.degrees latitude (g = 980.6199 gals.).
 CU0349
 CU0349.The modeled gravity was interpolated from observed gravity values.
 CU0349
 CU0349;                    North         East    Units  Estimated Accuracy
 CU0349;SPC TXNC     - 2,075,480.      381,400.      MT  (+/- 180 meters Scaled)
 CU0349
 CU0349                          SUPERSEDED SURVEY CONTROL
 CU0349
 CU0349  NGVD 29 (??/??/92)  642.429  (m)         2107.70   (f) ADJ UNCH    2 0
 CU0349
 CU0349.Superseded values are not recommended for survey control.
 CU0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0349.See file dsdata.txt to determine how the superseded data were derived.
 CU0349
 CU0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA285779(NAD 83)
 CU0349_MARKER: DB = BENCH MARK DISK
 CU0349_SETTING: 66 = SET IN ROCK OUTCROP
 CU0349_SP_SET: OUTCROP
 CU0349_STAMPING: D 1171 1961
 CU0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0349+STABILITY: POSITION/ELEVATION WELL
 CU0349
 CU0349  HISTORY     - Date     Condition        Report By
 CU0349  HISTORY     - 1961     MONUMENTED       CGS
 CU0349
 CU0349                          STATION DESCRIPTION
 CU0349
 CU0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0349'6.15 MI SE FROM COLORADO CITY.
 CU0349'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0349'STATION AT COLORADO CITY, THENCE 4.35 MILES SOUTHEAST ALONG STATE
 CU0349'HIGHWAY 208, 0.25 MILE NORTHWEST OF THE NORTHWEST END OF A CONCRETE
 CU0349'BRIDGE OVER THE NORTH FORK OF CHAMPION CREEK, 205 FEET NORTHEAST OF
 CU0349'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A FLAT RED SANDSTONE
 CU0349'OUTCROP, 151 FEET NORTHEAST OF A POWER POLE BETWEEN THE HIGHWAY AND
 CU0349'OLD STATE HIGHWAY 208, 127 FEET NORTHEAST OF THE CENTER LINE OF THE
 CU0349'OLD HIGHWAY, 85 FEET NORTHEAST OF A FENCE, AND ABOUT 7 FEET ABOVE THE
 CU0349'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0386 ***********************************************************************
 CU0386  DESIGNATION -  D 1172
 CU0386  PID         -  CU0386
 CU0386  STATE/COUNTY-  TX/COKE
 CU0386  USGS QUAD   -  SANCO (1987)
 CU0386
 CU0386                         *CURRENT SURVEY CONTROL
 CU0386  ___________________________________________________________________
 CU0386* NAD 83(1986)-  32 02 03.     (N)    100 34 26.     (W)     SCALED    
 CU0386* NAVD 88     -       643.568  (meters)    2111.44   (feet)  ADJUSTED  
 CU0386  ___________________________________________________________________
 CU0386  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CU0386  DYNAMIC HT  -         642.708 (meters)    2108.62  (feet)  COMP
 CU0386  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 CU0386
 CU0386  VERT ORDER  -  SECOND    CLASS 0
 CU0386
 CU0386.The horizontal coordinates were scaled from a topographic map and have
 CU0386.an estimated accuracy of +/- 6 seconds.
 CU0386
 CU0386.The orthometric height was determined by differential leveling
 CU0386.and adjusted by the National Geodetic Survey in June 1991..
 CU0386
 CU0386.The geoid height was determined by GEOID03.
 CU0386
 CU0386.The dynamic height is computed by dividing the NAVD 88
 CU0386.geopotential number by the normal gravity value computed on the
 CU0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0386.degrees latitude (g = 980.6199 gals.).
 CU0386
 CU0386.The modeled gravity was interpolated from observed gravity values.
 CU0386
 CU0386;                    North         East    Units  Estimated Accuracy
 CU0386;SPC TX C     - 3,262,490.      677,280.      MT  (+/- 180 meters Scaled)
 CU0386
 CU0386                          SUPERSEDED SURVEY CONTROL
 CU0386
 CU0386  NGVD 29 (??/??/92)  643.361  (m)         2110.76   (f) ADJ UNCH    2 0
 CU0386
 CU0386.Superseded values are not recommended for survey control.
 CU0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0386.See file dsdata.txt to determine how the superseded data were derived.
 CU0386
 CU0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA513453(NAD 83)
 CU0386_MARKER: DB = BENCH MARK DISK
 CU0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0386_STAMPING: D 1172 1961
 CU0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0386+STABILITY: SURFACE MOTION
 CU0386
 CU0386  HISTORY     - Date     Condition        Report By
 CU0386  HISTORY     - 1961     MONUMENTED       CGS
 CU0386
 CU0386                          STATION DESCRIPTION
 CU0386
 CU0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0386'8.25 MI SE FROM SILVER.
 CU0386'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0386'AT SILVER, THENCE 7.65 MILES SOUTHEAST ALONG STATE HIGHWAY 208, 0.9
 CU0386'MILE SOUTHEAST OF PANTHER CREEK, 46 1/2 FEET NORTHEAST OF THE CENTER
 CU0386'LINE OF THE HIGHWAY, 46 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A
 CU0386'PRIVATE ROAD LEADING TO THE N. C. PENTECOST RANCH, 46 FEET SOUTHWEST
 CU0386'OF A POWER POLE, 9 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 CU0386'SOUTHWEST OF A FENCE, 1.9 FEET SOUTHEAST OF A METAL WITNESS POST,
 CU0386'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CU0386'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0019 ***********************************************************************
 CU0019  DESIGNATION -  D 1173
 CU0019  PID         -  CU0019
 CU0019  STATE/COUNTY-  TX/FISHER
 CU0019  USGS QUAD   -  LONGWORTH (1969)
 CU0019
 CU0019                         *CURRENT SURVEY CONTROL
 CU0019  ___________________________________________________________________
 CU0019* NAD 83(1986)-  32 39 03.     (N)    100 20 42.     (W)     SCALED    
 CU0019* NAVD 88     -       599.210  (meters)    1965.91   (feet)  ADJUSTED  
 CU0019  ___________________________________________________________________
 CU0019  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CU0019  DYNAMIC HT  -         598.416 (meters)    1963.30  (feet)  COMP
 CU0019  MODELED GRAV-     979,296.1   (mgal)                       NAVD 88
 CU0019
 CU0019  VERT ORDER  -  SECOND    CLASS 0
 CU0019
 CU0019.The horizontal coordinates were scaled from a topographic map and have
 CU0019.an estimated accuracy of +/- 6 seconds.
 CU0019
 CU0019.The orthometric height was determined by differential leveling
 CU0019.and adjusted by the National Geodetic Survey in June 1991..
 CU0019
 CU0019.The geoid height was determined by GEOID03.
 CU0019
 CU0019.The dynamic height is computed by dividing the NAVD 88
 CU0019.geopotential number by the normal gravity value computed on the
 CU0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0019.degrees latitude (g = 980.6199 gals.).
 CU0019
 CU0019.The modeled gravity was interpolated from observed gravity values.
 CU0019
 CU0019;                    North         East    Units  Estimated Accuracy
 CU0019;SPC TXNC     - 2,110,650.      426,930.      MT  (+/- 180 meters Scaled)
 CU0019
 CU0019                          SUPERSEDED SURVEY CONTROL
 CU0019
 CU0019  NGVD 29 (??/??/92)  598.988  (m)         1965.18   (f) ADJ UNCH    2 0
 CU0019
 CU0019.Superseded values are not recommended for survey control.
 CU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0019.See file dsdata.txt to determine how the superseded data were derived.
 CU0019
 CU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB738133(NAD 83)
 CU0019_MARKER: DB = BENCH MARK DISK
 CU0019_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0019_SP_SET: 11 FT.
 CU0019_STAMPING: D 1173 1961 COATED ROD
 CU0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0019
 CU0019  HISTORY     - Date     Condition        Report By
 CU0019  HISTORY     - 1961     MONUMENTED       CGS
 CU0019
 CU0019                          STATION DESCRIPTION
 CU0019
 CU0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0019'IN LONGWORTH.
 CU0019'AT LONGWORTH, 206 FEET EAST-SOUTHEAST OF AND ACROSS FARM ROAD 57 FROM
 CU0019'THE SOUTH CORNER OF THE POST OFFICE, 158 FEET SOUTHEAST OF THE CENTER
 CU0019'LINE OF THE FARM ROAD, 42 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST
 CU0019'RAIL OF THE MAIN TRACK OF THE PANHANDLE AND SANTA FE RAILWAY, 36 FEET
 CU0019'NORTH-NORTHEAST OF THE NORTH CORNER OF THE ABANDONED RAILWAY STATION,
 CU0019'13 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL OF A SIDE TRACK, 12
 CU0019'1/2 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 10M, IN LINE WITH A ROW OF
 CU0019'TELEPHONE POLES, 2.2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 CU0019'WITH THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 CU0019'IS DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN A 6-INCH TILE THAT
 CU0019'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0410 ***********************************************************************
 CU0410  DESIGNATION -  D 1174
 CU0410  PID         -  CU0410
 CU0410  STATE/COUNTY-  TX/FISHER
 CU0410  USGS QUAD   -  TIGE CANYON (1969)
 CU0410
 CU0410                         *CURRENT SURVEY CONTROL
 CU0410  ___________________________________________________________________
 CU0410* NAD 83(1986)-  32 57 19.     (N)    100 31 32.     (W)     SCALED    
 CU0410* NAVD 88     -       645.313  (meters)    2117.16   (feet)  ADJUSTED  
 CU0410  ___________________________________________________________________
 CU0410  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CU0410  DYNAMIC HT  -         644.488 (meters)    2114.46  (feet)  COMP
 CU0410  MODELED GRAV-     979,337.8   (mgal)                       NAVD 88
 CU0410
 CU0410  VERT ORDER  -  SECOND    CLASS 0
 CU0410
 CU0410.The horizontal coordinates were scaled from a topographic map and have
 CU0410.an estimated accuracy of +/- 6 seconds.
 CU0410
 CU0410.The orthometric height was determined by differential leveling
 CU0410.and adjusted by the National Geodetic Survey in June 1991..
 CU0410
 CU0410.The geoid height was determined by GEOID03.
 CU0410
 CU0410.The dynamic height is computed by dividing the NAVD 88
 CU0410.geopotential number by the normal gravity value computed on the
 CU0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0410.degrees latitude (g = 980.6199 gals.).
 CU0410
 CU0410.The modeled gravity was interpolated from observed gravity values.
 CU0410
 CU0410;                    North         East    Units  Estimated Accuracy
 CU0410;SPC TXNC     - 2,144,720.      410,650.      MT  (+/- 180 meters Scaled)
 CU0410
 CU0410                          SUPERSEDED SURVEY CONTROL
 CU0410
 CU0410  NGVD 29 (??/??/92)  645.066  (m)         2116.35   (f) ADJ UNCH    2 0
 CU0410
 CU0410.Superseded values are not recommended for survey control.
 CU0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0410.See file dsdata.txt to determine how the superseded data were derived.
 CU0410
 CU0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB574473(NAD 83)
 CU0410_MARKER: DB = BENCH MARK DISK
 CU0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0410_STAMPING: D 1174 1961
 CU0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0410+STABILITY: SURFACE MOTION
 CU0410
 CU0410  HISTORY     - Date     Condition        Report By
 CU0410  HISTORY     - 1961     MONUMENTED       CGS
 CU0410
 CU0410                          STATION DESCRIPTION
 CU0410
 CU0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0410'8.8 MI NW FROM ROTAN.
 CU0410'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0410'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 8.7 MILES NORTHWEST
 CU0410'ALONG STATE HIGHWAY 70, 0.5 MILE SOUTHEAST OF THE KENT-FISHER COUNTY
 CU0410'LINE, 0.15 MILE SOUTHEAST OF A CURVE IN THE HIGHWAY, 0.1 MILE
 CU0410'NORTHWEST OF THE JUNCTION OF THE HIGHWAY AND A TRACK ROAD LEADING
 CU0410'WEST, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 CU0410'NORTHWEST OF A CONCRETE HIGHWAY MARK, 1 1/2 FEET NORTHEAST OF A FENCE,
 CU0410'2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 CU0410'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 5
 CU0410'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0086 ***********************************************************************
 CT0086  DESIGNATION -  D 1175
 CT0086  PID         -  CT0086
 CT0086  STATE/COUNTY-  TX/PALO PINTO
 CT0086  USGS QUAD   -  WHITT (1984)
 CT0086
 CT0086                         *CURRENT SURVEY CONTROL
 CT0086  ___________________________________________________________________
 CT0086* NAD 83(1986)-  32 59 49.     (N)    098 03 50.     (W)     SCALED    
 CT0086* NAVD 88     -       330.428  (meters)    1084.08   (feet)  ADJUSTED  
 CT0086  ___________________________________________________________________
 CT0086  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CT0086  DYNAMIC HT  -         330.029 (meters)    1082.77  (feet)  COMP
 CT0086  MODELED GRAV-     979,420.7   (mgal)                       NAVD 88
 CT0086
 CT0086  VERT ORDER  -  SECOND    CLASS 0
 CT0086
 CT0086.The horizontal coordinates were scaled from a topographic map and have
 CT0086.an estimated accuracy of +/- 6 seconds.
 CT0086
 CT0086.The orthometric height was determined by differential leveling
 CT0086.and adjusted by the National Geodetic Survey in June 1991..
 CT0086
 CT0086.The geoid height was determined by GEOID03.
 CT0086
 CT0086.The dynamic height is computed by dividing the NAVD 88
 CT0086.geopotential number by the normal gravity value computed on the
 CT0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0086.degrees latitude (g = 980.6199 gals.).
 CT0086
 CT0086.The modeled gravity was interpolated from observed gravity values.
 CT0086
 CT0086;                    North         East    Units  Estimated Accuracy
 CT0086;SPC TXNC     - 2,147,600.      640,750.      MT  (+/- 180 meters Scaled)
 CT0086
 CT0086                          SUPERSEDED SURVEY CONTROL
 CT0086
 CT0086  NGVD 29 (??/??/92)  330.331  (m)         1083.76   (f) ADJ UNCH    2 0
 CT0086
 CT0086.Superseded values are not recommended for survey control.
 CT0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0086.See file dsdata.txt to determine how the superseded data were derived.
 CT0086
 CT0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB874513(NAD 83)
 CT0086_MARKER: DB = BENCH MARK DISK
 CT0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0086_SP_SET: BRIDGE ABUTMENT
 CT0086_STAMPING: D 1175 1961
 CT0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0086
 CT0086  HISTORY     - Date     Condition        Report By
 CT0086  HISTORY     - 1961     MONUMENTED       CGS
 CT0086  HISTORY     - 19980822 MARK NOT FOUND   USPSQD
 CT0086  HISTORY     - 20010325 GOOD             USPSQD
 CT0086  HISTORY     - 20050416 GOOD             USPSQD
 CT0086
 CT0086                          STATION DESCRIPTION
 CT0086
 CT0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0086'2.7 MI S FROM PERRIN.
 CT0086'ABOUT 2.7 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL BUILDING
 CT0086'AT PERRIN, 0.45 MILE SOUTH OF THE JACK-PALO PINTO COUNTY LINE, 23 FEET
 CT0086'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END
 CT0086'OF THE SOUTH CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER MOORE CREEK,
 CT0086'AND ABOUT LEVEL WITH THE HIGHWAY.
 CT0086
 CT0086                          STATION RECOVERY (1998)
 CT0086
 CT0086'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0086'MARK NOT FOUND.
 CT0086
 CT0086                          STATION RECOVERY (2001)
 CT0086
 CT0086'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0086'RECOVERED IN GOOD CONDITION.
 CT0086
 CT0086                          STATION RECOVERY (2005)
 CT0086
 CT0086'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0448 ***********************************************************************
 CU0448  DESIGNATION -  D 1176
 CU0448  PID         -  CU0448
 CU0448  STATE/COUNTY-  TX/SCURRY
 CU0448  USGS QUAD   -  HERMLEIGH (1979)
 CU0448
 CU0448                         *CURRENT SURVEY CONTROL
 CU0448  ___________________________________________________________________
 CU0448* NAD 83(1986)-  32 42 14.     (N)    100 50 09.     (W)     SCALED    
 CU0448* NAVD 88     -       721.126  (meters)    2365.89   (feet)  ADJUSTED  
 CU0448  ___________________________________________________________________
 CU0448  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CU0448  DYNAMIC HT  -         720.167 (meters)    2362.75  (feet)  COMP
 CU0448  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 CU0448
 CU0448  VERT ORDER  -  SECOND    CLASS 0
 CU0448
 CU0448.The horizontal coordinates were scaled from a topographic map and have
 CU0448.an estimated accuracy of +/- 6 seconds.
 CU0448
 CU0448.The orthometric height was determined by differential leveling
 CU0448.and adjusted by the National Geodetic Survey in June 1991..
 CU0448
 CU0448.The geoid height was determined by GEOID03.
 CU0448
 CU0448.The dynamic height is computed by dividing the NAVD 88
 CU0448.geopotential number by the normal gravity value computed on the
 CU0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0448.degrees latitude (g = 980.6199 gals.).
 CU0448
 CU0448.The modeled gravity was interpolated from observed gravity values.
 CU0448
 CU0448;                    North         East    Units  Estimated Accuracy
 CU0448;SPC TXNC     - 2,117,450.      381,030.      MT  (+/- 180 meters Scaled)
 CU0448
 CU0448                          SUPERSEDED SURVEY CONTROL
 CU0448
 CU0448  NGVD 29 (??/??/92)  720.839  (m)         2364.95   (f) ADJ UNCH    2 0
 CU0448
 CU0448.Superseded values are not recommended for survey control.
 CU0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0448.See file dsdata.txt to determine how the superseded data were derived.
 CU0448
 CU0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB279199(NAD 83)
 CU0448_MARKER: DB = BENCH MARK DISK
 CU0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0448_SP_SET: CULVERT
 CU0448_STAMPING: D 1176 1961
 CU0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0448
 CU0448  HISTORY     - Date     Condition        Report By
 CU0448  HISTORY     - 1961     MONUMENTED       CGS
 CU0448
 CU0448                          STATION DESCRIPTION
 CU0448
 CU0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0448'5.55 MI E FROM SNYDER.
 CU0448'ABOUT 3.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CU0448'FROM THE STATION AT SNYDER, THENCE 2.25 MILES EAST ALONG U. S. HIGHWAY
 CU0448'180, 22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 CU0448'OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 9 CHANNEL
 CU0448'CONCRETE CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0233 ***********************************************************************
 CB0233  DESIGNATION -  D 1177
 CB0233  PID         -  CB0233
 CB0233  STATE/COUNTY-  TX/COKE
 CB0233  USGS QUAD   -  EDITH (1987)
 CB0233
 CB0233                         *CURRENT SURVEY CONTROL
 CB0233  ___________________________________________________________________
 CB0233* NAD 83(1986)-  31 54 08.     (N)    100 33 38.     (W)     SCALED    
 CB0233* NAVD 88     -       571.137  (meters)    1873.81   (feet)  ADJUSTED  
 CB0233  ___________________________________________________________________
 CB0233  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 CB0233  DYNAMIC HT  -         570.377 (meters)    1871.31  (feet)  COMP
 CB0233  MODELED GRAV-     979,290.6   (mgal)                       NAVD 88
 CB0233
 CB0233  VERT ORDER  -  SECOND    CLASS 0
 CB0233
 CB0233.The horizontal coordinates were scaled from a topographic map and have
 CB0233.an estimated accuracy of +/- 6 seconds.
 CB0233
 CB0233.The orthometric height was determined by differential leveling
 CB0233.and adjusted by the National Geodetic Survey in June 1991..
 CB0233
 CB0233.The geoid height was determined by GEOID03.
 CB0233
 CB0233.The dynamic height is computed by dividing the NAVD 88
 CB0233.geopotential number by the normal gravity value computed on the
 CB0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0233.degrees latitude (g = 980.6199 gals.).
 CB0233
 CB0233.The modeled gravity was interpolated from observed gravity values.
 CB0233
 CB0233;                    North         East    Units  Estimated Accuracy
 CB0233;SPC TX C     - 3,247,860.      678,510.      MT  (+/- 180 meters Scaled)
 CB0233
 CB0233                          SUPERSEDED SURVEY CONTROL
 CB0233
 CB0233  NGVD 29 (??/??/92)  570.942  (m)         1873.17   (f) ADJ UNCH    2 0
 CB0233
 CB0233.Superseded values are not recommended for survey control.
 CB0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0233.See file dsdata.txt to determine how the superseded data were derived.
 CB0233
 CB0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA524306(NAD 83)
 CB0233_MARKER: DB = BENCH MARK DISK
 CB0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0233_STAMPING: D 1177 1961
 CB0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0233+STABILITY: SURFACE MOTION
 CB0233
 CB0233  HISTORY     - Date     Condition        Report By
 CB0233  HISTORY     - 1961     MONUMENTED       CGS
 CB0233
 CB0233                          STATION DESCRIPTION
 CB0233
 CB0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0233'5.1 MI W FROM ROBERT LEE.
 CB0233'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0233'ROBERT LEE, THENCE 4.85 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0233'ROAD 387, ABOUT 0.15 MILE EAST OF THE CREST OF A HILL, ABOUT MIDWAY
 CB0233'AND ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 49 FEET SOUTH OF THE
 CB0233'CENTER LINE OF THE HIGHWAY, 4 1/2 FEET WEST OF A T-FENCE LEADING
 CB0233'SOUTH, 2 FEET NORTH OF A FENCE, 1.9 FEET EAST OF A METAL WITNESS POST,
 CB0233'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CB0233'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0270 ***********************************************************************
 CB0270  DESIGNATION -  D 1178
 CB0270  PID         -  CB0270
 CB0270  STATE/COUNTY-  TX/STERLING
 CB0270  USGS QUAD   -  STERLING CITY (1972)
 CB0270
 CB0270                         *CURRENT SURVEY CONTROL
 CB0270  ___________________________________________________________________
 CB0270* NAD 83(1986)-  31 51 46.     (N)    100 57 55.     (W)     SCALED    
 CB0270* NAVD 88     -       742.311  (meters)    2435.40   (feet)  ADJUSTED  
 CB0270  ___________________________________________________________________
 CB0270  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 CB0270  DYNAMIC HT  -         741.295 (meters)    2432.07  (feet)  COMP
 CB0270  MODELED GRAV-     979,246.6   (mgal)                       NAVD 88
 CB0270
 CB0270  VERT ORDER  -  SECOND    CLASS 0
 CB0270
 CB0270.The horizontal coordinates were scaled from a topographic map and have
 CB0270.an estimated accuracy of +/- 6 seconds.
 CB0270
 CB0270.The orthometric height was determined by differential leveling
 CB0270.and adjusted by the National Geodetic Survey in June 1991..
 CB0270
 CB0270.The geoid height was determined by GEOID03.
 CB0270
 CB0270.The dynamic height is computed by dividing the NAVD 88
 CB0270.geopotential number by the normal gravity value computed on the
 CB0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0270.degrees latitude (g = 980.6199 gals.).
 CB0270
 CB0270.The modeled gravity was interpolated from observed gravity values.
 CB0270
 CB0270;                    North         East    Units  Estimated Accuracy
 CB0270;SPC TX C     - 3,243,630.      640,200.      MT  (+/- 180 meters Scaled)
 CB0270
 CB0270                          SUPERSEDED SURVEY CONTROL
 CB0270
 CB0270  NGVD 29 (??/??/92)  742.085  (m)         2434.66   (f) ADJ UNCH    2 0
 CB0270
 CB0270.Superseded values are not recommended for survey control.
 CB0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0270.See file dsdata.txt to determine how the superseded data were derived.
 CB0270
 CB0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA140269(NAD 83)
 CB0270_MARKER: DB = BENCH MARK DISK
 CB0270_SETTING: 80 = SET IN A BOULDER
 CB0270_SP_SET: BOULDER
 CB0270_STAMPING: D 1178 1961
 CB0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0270+STABILITY: SURFACE MOTION
 CB0270
 CB0270  HISTORY     - Date     Condition        Report By
 CB0270  HISTORY     - 1961     MONUMENTED       CGS
 CB0270  HISTORY     - 1972     GOOD             NGS
 CB0270
 CB0270                          STATION DESCRIPTION
 CB0270
 CB0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0270'2.8 MI NE FROM STERLING CITY.
 CB0270'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0270'AT STERLING CITY, THENCE 2.05 MILES NORTH ALONG STATE HIGHWAY 158 AND
 CB0270'FARM ROAD 387, 0.5 MILE SOUTH OF A RANCH HOUSE ON THE EAST SIDE OF THE
 CB0270'HIGHWAY, 63 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CB0270'TOP OF A FLAT BOULDER IN A ROCKY AREA, 14 FEET WEST OF A FENCE, AND
 CB0270'FLUSH WITH THE GROUND.
 CB0270
 CB0270                          STATION RECOVERY (1972)
 CB0270
 CB0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CB0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0271 ***********************************************************************
 CB0271  DESIGNATION -  D 1178 RESET 1972
 CB0271  PID         -  CB0271
 CB0271  STATE/COUNTY-  TX/STERLING
 CB0271  USGS QUAD   -  STERLING CITY (1972)
 CB0271
 CB0271                         *CURRENT SURVEY CONTROL
 CB0271  ___________________________________________________________________
 CB0271* NAD 83(1986)-  31 51 46.     (N)    100 57 55.     (W)     SCALED    
 CB0271* NAVD 88     -       743.31   (+/-2cm)    2438.7    (feet)  VERTCON   
 CB0271  ___________________________________________________________________
 CB0271  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 CB0271
 CB0271  VERT ORDER  -  THIRD (See Below)
 CB0271
 CB0271.The horizontal coordinates were scaled from a topographic map and have
 CB0271.an estimated accuracy of +/- 6 seconds.
 CB0271
 CB0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0271.The vertical order pertains to the NGVD 29 superseded value.
 CB0271
 CB0271.The geoid height was determined by GEOID03.
 CB0271
 CB0271;                    North         East    Units  Estimated Accuracy
 CB0271;SPC TX C     - 3,243,630.      640,200.      MT  (+/- 180 meters Scaled)
 CB0271
 CB0271                          SUPERSEDED SURVEY CONTROL
 CB0271
 CB0271  NGVD 29 (01/29/03)  743.09   (m)         2438.0    (f) RESET       3  
 CB0271
 CB0271.Superseded values are not recommended for survey control.
 CB0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0271.See file dsdata.txt to determine how the superseded data were derived.
 CB0271
 CB0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA140269(NAD 83)
 CB0271_MARKER: DB = BENCH MARK DISK
 CB0271_SETTING: 66 = SET IN ROCK OUTCROP
 CB0271_SP_SET: BEDROCK
 CB0271_STAMPING: D 1178 RESET 1972
 CB0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0271+STABILITY: POSITION/ELEVATION WELL
 CB0271
 CB0271  HISTORY     - Date     Condition        Report By
 CB0271  HISTORY     - 1972     MONUMENTED       NGS
 CB0271
 CB0271                          STATION DESCRIPTION
 CB0271
 CB0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CB0271'2 MI NE FROM STERLING CITY.
 CB0271'FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE HWY. 158, WHICH IS
 CB0271'LOCATED ON THE EAST EDGE OF STERLING CITY, GO NORTHERLY ON STATE HWY.
 CB0271'158 FOR 1.9 MILES TO MARK ON THE LEFT.  A STANDARD BENCH MARK DISK,
 CB0271'SET IN A DRILL-HOLL IN BEDROCK AND IS STAMPED D 1178 RESET 1972.  IT
 CB0271'IS 89 FEET WEST OF THE CENTER-LINE OF HIGHWAY, 14 FEET WEST OF THE
 CB0271'ROAD RIGHT-OF-WAY AND FENCE-LINE, THE BEDROCK THE DISK IS SET IN, IS
 CB0271'ABOUT 2 FEET LONG AND 1-FOOT WIDE AND PROJECTS ABOUT 4-INCHES, ON
 CB0271'SLOPE OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0422 ***********************************************************************
 CU0422  DESIGNATION -  D 1179
 CU0422  PID         -  CU0422
 CU0422  STATE/COUNTY-  TX/FISHER
 CU0422  USGS QUAD   -  HOBBS (1969)
 CU0422
 CU0422                         *CURRENT SURVEY CONTROL
 CU0422  ___________________________________________________________________
 CU0422* NAD 83(1986)-  32 49 24.     (N)    100 36 15.     (W)     SCALED    
 CU0422* NAVD 88     -       641.819  (meters)    2105.70   (feet)  ADJUSTED  
 CU0422  ___________________________________________________________________
 CU0422  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CU0422  DYNAMIC HT  -         640.981 (meters)    2102.95  (feet)  COMP
 CU0422  MODELED GRAV-     979,312.7   (mgal)                       NAVD 88
 CU0422
 CU0422  VERT ORDER  -  SECOND    CLASS 0
 CU0422
 CU0422.The horizontal coordinates were scaled from a topographic map and have
 CU0422.an estimated accuracy of +/- 6 seconds.
 CU0422
 CU0422.The orthometric height was determined by differential leveling
 CU0422.and adjusted by the National Geodetic Survey in June 1991..
 CU0422
 CU0422.The geoid height was determined by GEOID03.
 CU0422
 CU0422.The dynamic height is computed by dividing the NAVD 88
 CU0422.geopotential number by the normal gravity value computed on the
 CU0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0422.degrees latitude (g = 980.6199 gals.).
 CU0422
 CU0422.The modeled gravity was interpolated from observed gravity values.
 CU0422
 CU0422;                    North         East    Units  Estimated Accuracy
 CU0422;SPC TXNC     - 2,130,240.      403,010.      MT  (+/- 180 meters Scaled)
 CU0422
 CU0422                          SUPERSEDED SURVEY CONTROL
 CU0422
 CU0422  NGVD 29 (??/??/92)  641.56   (m)         2104.9    (f) COMPUTED    2 0
 CU0422
 CU0422.Superseded values are not recommended for survey control.
 CU0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0422.See file dsdata.txt to determine how the superseded data were derived.
 CU0422
 CU0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB498328(NAD 83)
 CU0422_MARKER: DB = BENCH MARK DISK
 CU0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0422_STAMPING: D 1179 1961
 CU0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0422+STABILITY: SURFACE MOTION
 CU0422
 CU0422  HISTORY     - Date     Condition        Report By
 CU0422  HISTORY     - 1961     MONUMENTED       CGS
 CU0422
 CU0422                          STATION DESCRIPTION
 CU0422
 CU0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0422'3.2 MI N FROM HOBBS.
 CU0422'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0422'HOBBS, THENCE 2.0 MILES NORTH ALONG FARM ROAD 611, THENCE 1.0 MILE
 CU0422'NORTH ALONG A GRADED DIRT ROAD, 62 FEET EAST OF THE CENTER LINE OF THE
 CU0422'DIRT ROAD, 33 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD, 66 FEET
 CU0422'NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE DIRT ROAD AND THE
 CU0422'TRAIL ROAD, 36 FEET SOUTHEAST OF A POWER POLE, 33 FEET WEST OF A
 CU0422'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 3 FEET
 CU0422'SOUTHWEST OF A FENCE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 3
 CU0422'FEET ABOVE THE LEVEL OF THE FARM ROAD, AND SET IN THE TOP OF A
 CU0422'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0349 ***********************************************************************
 CA0349  DESIGNATION -  D 118
 CA0349  PID         -  CA0349
 CA0349  STATE/COUNTY-  TX/MILLS
 CA0349  USGS QUAD   -  LAKE MERRITT (1979)
 CA0349
 CA0349                         *CURRENT SURVEY CONTROL
 CA0349  ___________________________________________________________________
 CA0349* NAD 83(1986)-  31 36 51.     (N)    098 31 54.     (W)     SCALED    
 CA0349* NAVD 88     -       503.552  (meters)    1652.07   (feet)  ADJUSTED  
 CA0349  ___________________________________________________________________
 CA0349  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CA0349  DYNAMIC HT  -         502.885 (meters)    1649.88  (feet)  COMP
 CA0349  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 CA0349
 CA0349  VERT ORDER  -  SECOND    CLASS 0
 CA0349
 CA0349.The horizontal coordinates were scaled from a topographic map and have
 CA0349.an estimated accuracy of +/- 6 seconds.
 CA0349
 CA0349.The orthometric height was determined by differential leveling
 CA0349.and adjusted by the National Geodetic Survey in June 1991..
 CA0349
 CA0349.The geoid height was determined by GEOID03.
 CA0349
 CA0349.The dynamic height is computed by dividing the NAVD 88
 CA0349.geopotential number by the normal gravity value computed on the
 CA0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0349.degrees latitude (g = 980.6199 gals.).
 CA0349
 CA0349.The modeled gravity was interpolated from observed gravity values.
 CA0349
 CA0349;                    North         East    Units  Estimated Accuracy
 CA0349;SPC TX C     - 3,217,280.      870,940.      MT  (+/- 180 meters Scaled)
 CA0349
 CA0349                          SUPERSEDED SURVEY CONTROL
 CA0349
 CA0349  NGVD 29 (??/??/92)  503.443  (m)         1651.71   (f) ADJ UNCH    2 0
 CA0349
 CA0349.Superseded values are not recommended for survey control.
 CA0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0349.See file dsdata.txt to determine how the superseded data were derived.
 CA0349
 CA0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV444977(NAD 83)
 CA0349_MARKER: DB = BENCH MARK DISK
 CA0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0349_STAMPING: 1651.788 D 118 1933
 CA0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0349+STABILITY: SURFACE MOTION
 CA0349
 CA0349  HISTORY     - Date     Condition        Report By
 CA0349  HISTORY     - 1933     MONUMENTED       CGS
 CA0349  HISTORY     - 1957     GOOD             TXHD
 CA0349  HISTORY     - 1983     GOOD             NGS
 CA0349
 CA0349                          STATION DESCRIPTION
 CA0349
 CA0349'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 CA0349'4.1 MI S FROM PRIDDY.
 CA0349'4.1 MILES SOUTH ALONG STATE HIGHWAY 16 FROM PRIDDY, MILLS COUNTY, IN
 CA0349'THE CORNER FORMED BY THE EAST RIGHT-OF-WAY FENCE OF STATE HIGHWAY 16
 CA0349'AND AN EAST-WEST FENCE WHICH IS ABOUT 350 FEET SOUTH OF THE E. A.
 CA0349'RACKOW FARMHOUSE.  ABOUT 15 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE
 CA0349'AND 12 FEET NORTH OF THE EAST-WEST FENCE AND SET IN THE TOP OF A
 CA0349'CONCRETE POST.
 CA0349
 CA0349                          STATION RECOVERY (1983)
 CA0349
 CA0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0477 ***********************************************************************
 CU0477  DESIGNATION -  D 1180
 CU0477  PID         -  CU0477
 CU0477  STATE/COUNTY-  TX/SCURRY
 CU0477  USGS QUAD   -  DUNN (1979)
 CU0477
 CU0477                         *CURRENT SURVEY CONTROL
 CU0477  ___________________________________________________________________
 CU0477* NAD 83(1986)-  32 35 30.     (N)    100 59 36.     (W)     SCALED    
 CU0477* NAVD 88     -       673.104  (meters)    2208.34   (feet)  ADJUSTED  
 CU0477  ___________________________________________________________________
 CU0477  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CU0477  DYNAMIC HT  -         672.211 (meters)    2205.41  (feet)  COMP
 CU0477  MODELED GRAV-     979,290.0   (mgal)                       NAVD 88
 CU0477
 CU0477  VERT ORDER  -  SECOND    CLASS 0
 CU0477
 CU0477.The horizontal coordinates were scaled from a topographic map and have
 CU0477.an estimated accuracy of +/- 6 seconds.
 CU0477
 CU0477.The orthometric height was determined by differential leveling
 CU0477.and adjusted by the National Geodetic Survey in June 1991..
 CU0477
 CU0477.The geoid height was determined by GEOID03.
 CU0477
 CU0477.The dynamic height is computed by dividing the NAVD 88
 CU0477.geopotential number by the normal gravity value computed on the
 CU0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0477.degrees latitude (g = 980.6199 gals.).
 CU0477
 CU0477.The modeled gravity was interpolated from observed gravity values.
 CU0477
 CU0477;                    North         East    Units  Estimated Accuracy
 CU0477;SPC TXNC     - 2,105,350.      365,970.      MT  (+/- 180 meters Scaled)
 CU0477
 CU0477                          SUPERSEDED SURVEY CONTROL
 CU0477
 CU0477  NGVD 29 (??/??/92)  672.840  (m)         2207.48   (f) ADJ UNCH    2 0
 CU0477
 CU0477.Superseded values are not recommended for survey control.
 CU0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0477.See file dsdata.txt to determine how the superseded data were derived.
 CU0477
 CU0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB129077(NAD 83)
 CU0477_MARKER: DB = BENCH MARK DISK
 CU0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0477_SP_SET: BRIDGE
 CU0477_STAMPING: D 1180 1961
 CU0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0477
 CU0477  HISTORY     - Date     Condition        Report By
 CU0477  HISTORY     - 1961     MONUMENTED       CGS
 CU0477
 CU0477                          STATION DESCRIPTION
 CU0477
 CU0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0477'0.8 MI NE FROM IRA.
 CU0477'ABOUT 0.8 MILE NORTHEAST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0477'CHURCH AT IRA, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CU0477'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE CURB OF
 CU0477'A CONCRETE HIGHWAY BRIDGE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 CU0477'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0454 ***********************************************************************
 CU0454  DESIGNATION -  D 1181
 CU0454  PID         -  CU0454
 CU0454  STATE/COUNTY-  TX/SCURRY
 CU0454  USGS QUAD   -  SNYDER (1979)
 CU0454
 CU0454                         *CURRENT SURVEY CONTROL
 CU0454  ___________________________________________________________________
 CU0454* NAD 83(1986)-  32 43 40.     (N)    100 58 30.     (W)     SCALED    
 CU0454* NAVD 88     -       738.438  (meters)    2422.69   (feet)  ADJUSTED  
 CU0454  ___________________________________________________________________
 CU0454  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CU0454  DYNAMIC HT  -         737.467 (meters)    2419.51  (feet)  COMP
 CU0454  MODELED GRAV-     979,298.6   (mgal)                       NAVD 88
 CU0454
 CU0454  VERT ORDER  -  SECOND    CLASS 0
 CU0454
 CU0454.The horizontal coordinates were scaled from a topographic map and have
 CU0454.an estimated accuracy of +/- 6 seconds.
 CU0454
 CU0454.The orthometric height was determined by differential leveling
 CU0454.and adjusted by the National Geodetic Survey in June 1991..
 CU0454
 CU0454.The geoid height was determined by GEOID03.
 CU0454
 CU0454.The dynamic height is computed by dividing the NAVD 88
 CU0454.geopotential number by the normal gravity value computed on the
 CU0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0454.degrees latitude (g = 980.6199 gals.).
 CU0454
 CU0454.The modeled gravity was interpolated from observed gravity values.
 CU0454
 CU0454;                    North         East    Units  Estimated Accuracy
 CU0454;SPC TXNC     - 2,120,400.      368,040.      MT  (+/- 180 meters Scaled)
 CU0454
 CU0454                          SUPERSEDED SURVEY CONTROL
 CU0454
 CU0454  NGVD 29 (??/??/92)  738.142  (m)         2421.72   (f) ADJ UNCH    2 0
 CU0454
 CU0454.Superseded values are not recommended for survey control.
 CU0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0454.See file dsdata.txt to determine how the superseded data were derived.
 CU0454
 CU0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB149228(NAD 83)
 CU0454_MARKER: DB = BENCH MARK DISK
 CU0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0454_SP_SET: RETAINING WALL
 CU0454_STAMPING: D 1181 1961
 CU0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0454
 CU0454  HISTORY     - Date     Condition        Report By
 CU0454  HISTORY     - 1961     MONUMENTED       CGS
 CU0454
 CU0454                          STATION DESCRIPTION
 CU0454
 CU0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0454'4.65 MI W FROM SNYDER.
 CU0454'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0454'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0454'3.55 MILES WEST ALONG U. S. HIGHWAY 180, 198 FEET WEST OF THE
 CU0454'NORTHWEST CORNER OF AN OFFICE BUILDING OF THE MAGNOLIA OIL COMPANY, 56
 CU0454'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 CU0454'NORTHWEST CORNER OF THE CONCRETE RETAINING WALL AROUND THE MORE
 CU0454'WESTERLY OF TWO CATTLE GUARDS, 14 FEET WEST OF THE CENTER OF THE
 CU0454'CATTLE GUARD, 2 FEET EAST OF THE NORTHWEST CORNER OF THE CATTLE GUARD,
 CU0454'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4504 ***********************************************************************
 AW4504  DESIGNATION -  D 1182
 AW4504  PID         -  AW4504
 AW4504  STATE/COUNTY-  TX/HARRIS
 AW4504  USGS QUAD   -  ADDICKS (1995)
 AW4504
 AW4504                         *CURRENT SURVEY CONTROL
 AW4504  ___________________________________________________________________
 AW4504* NAD 83(1986)-  29 48 59.     (N)    095 40 11.     (W)     SCALED    
 AW4504* NAVD 88     -        33.62   (+/-2cm)     110.3    (feet)  VERTCON   
 AW4504  ___________________________________________________________________
 AW4504  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW4504
 AW4504  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4504
 AW4504.The horizontal coordinates were scaled from a topographic map and have
 AW4504.an estimated accuracy of +/- 6 seconds.
 AW4504
 AW4504.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4504.The vertical order pertains to the NGVD 29 superseded value.
 AW4504
 AW4504.The geoid height was determined by GEOID03.
 AW4504
 AW4504;                    North         East    Units  Estimated Accuracy
 AW4504;SPC TXSC     - 4,224,360.      921,840.      MT  (+/- 180 meters Scaled)
 AW4504
 AW4504                          SUPERSEDED SURVEY CONTROL
 AW4504
 AW4504  NGVD 29 (??/??/92)   33.616  (m)          110.29   (f) ADJ UNCH    1 2
 AW4504
 AW4504.Superseded values are not recommended for survey control.
 AW4504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4504.See file dsdata.txt to determine how the superseded data were derived.
 AW4504
 AW4504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP419014(NAD 83)
 AW4504_MARKER: DB = BENCH MARK DISK
 AW4504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW4504_SP_SET: 32 FT.
 AW4504_STAMPING: D 1182 1963
 AW4504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4504
 AW4504  HISTORY     - Date     Condition        Report By
 AW4504  HISTORY     - 1963     MONUMENTED       CGS
 AW4504  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4504  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW4504  HISTORY     - 20040714 MARK NOT FOUND   USPSQD
 AW4504
 AW4504                          STATION DESCRIPTION
 AW4504
 AW4504'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW4504'4.35 MI NW FROM ADDICKS.
 AW4504'ABOUT 0.3 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL AT ADDICKS,
 AW4504'THENCE 0.15 MILE WEST ALONG U.S. HIGHWAY 90, THENCE 2.15 MILES NORTH
 AW4504'ALONG FARM ROAD 1960, THENCE 1.75 MILES WEST ALONG GROSCHKE ROAD, 30
 AW4504'FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE ROAD TO MEMORIAL SKYLAND
 AW4504'AIRPORT, 1 1/2 FEET NORTH OF A TELEPHONE POLE, 0.5 FOOT SOUTH OF A
 AW4504'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 AW4504'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 32 FEET AND IS
 AW4504'ENCASED IN A 6-INCH TILE THAT PROJECTS 4 INCHES.
 AW4504
 AW4504                          STATION RECOVERY (1973)
 AW4504
 AW4504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4504'MARK NOT FOUND.
 AW4504
 AW4504                          STATION RECOVERY (1995)
 AW4504
 AW4504'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4504'MARK NOT FOUND.
 AW4504
 AW4504                          STATION RECOVERY (2004)
 AW4504
 AW4504'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3192 ***********************************************************************
 AW3192  DESIGNATION -  D 1183
 AW3192  PID         -  AW3192
 AW3192  STATE/COUNTY-  TX/HARRIS
 AW3192  USGS QUAD   -  ALDINE (1995)
 AW3192
 AW3192                         *CURRENT SURVEY CONTROL
 AW3192  ___________________________________________________________________
 AW3192* NAD 83(1986)-  29 54 54.     (N)    095 24 45.     (W)     SCALED    
 AW3192* NAVD 88     -        27.64   (+/-2cm)      90.7    (feet)  VERTCON   
 AW3192  ___________________________________________________________________
 AW3192  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW3192
 AW3192  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3192
 AW3192.The horizontal coordinates were scaled from a topographic map and have
 AW3192.an estimated accuracy of +/- 6 seconds.
 AW3192
 AW3192.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3192.The vertical order pertains to the NGVD 29 superseded value.
 AW3192
 AW3192.The geoid height was determined by GEOID03.
 AW3192
 AW3192;                    North         East    Units  Estimated Accuracy
 AW3192;SPC TXSC     - 4,236,020.      946,360.      MT  (+/- 180 meters Scaled)
 AW3192
 AW3192                          SUPERSEDED SURVEY CONTROL
 AW3192
 AW3192  NGVD 29 (??/??/92)   27.642  (m)           90.69   (f) ADJ UNCH    1 2
 AW3192
 AW3192.Superseded values are not recommended for survey control.
 AW3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3192.See file dsdata.txt to determine how the superseded data were derived.
 AW3192
 AW3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP670118(NAD 83)
 AW3192_MARKER: DB = BENCH MARK DISK
 AW3192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3192_SP_SET: PILLAR
 AW3192_STAMPING: D 1183 1963
 AW3192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3192+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW3192
 AW3192  HISTORY     - Date     Condition        Report By
 AW3192  HISTORY     - 1963     MONUMENTED       CGS
 AW3192  HISTORY     - 20040329 GOOD             USPSQD
 AW3192
 AW3192                          STATION DESCRIPTION
 AW3192
 AW3192'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW3192'14.0 MI S FROM SPRING.
 AW3192'ABOUT 10.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 AW3192'STATION AT SPRING, THENCE 1.9 MILES WEST ALONG FARM ROAD 525, THENCE
 AW3192'1.15 MILES SOUTHEAST ALONG AIRLINE DRIVE, THENCE 0.45 MILE WEST ALONG
 AW3192'WEST ROAD, 77 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET
 AW3192'VERTICALLY IN THE EAST FACE OF THE MOST SOUTHEASTERLY OF 24 ROUND
 AW3192'CONCRETE PILLARS SUPPORTING THE INTERSTATE 45 OVERPASS.
 AW3192
 AW3192                          STATION RECOVERY (2004)
 AW3192
 AW3192'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3823 ***********************************************************************
 AW3823  DESIGNATION -  D 1185
 AW3823  PID         -  AW3823
 AW3823  STATE/COUNTY-  TX/HARRIS
 AW3823  USGS QUAD   -  PARK PLACE (1995)
 AW3823
 AW3823                         *CURRENT SURVEY CONTROL
 AW3823  ___________________________________________________________________
 AW3823* NAD 83(1986)-  29 44 46.     (N)    095 15 31.     (W)     SCALED    
 AW3823* NAVD 88     -        10.05   (+/-2cm)      33.0    (feet)  VERTCON   
 AW3823  ___________________________________________________________________
 AW3823  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW3823
 AW3823  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3823
 AW3823.The horizontal coordinates were scaled from a topographic map and have
 AW3823.an estimated accuracy of +/- 6 seconds.
 AW3823
 AW3823.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3823.The vertical order pertains to the NGVD 29 superseded value.
 AW3823
 AW3823.The geoid height was determined by GEOID03.
 AW3823
 AW3823;                    North         East    Units  Estimated Accuracy
 AW3823;SPC TXSC     - 4,217,780.      961,810.      MT  (+/- 180 meters Scaled)
 AW3823
 AW3823                          SUPERSEDED SURVEY CONTROL
 AW3823
 AW3823  NGVD 29 (??/??/92)   10.050  (m)           32.97   (f) ADJ UNCH    1 2
 AW3823
 AW3823.Superseded values are not recommended for survey control.
 AW3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3823.See file dsdata.txt to determine how the superseded data were derived.
 AW3823
 AW3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN815927(NAD 83)
 AW3823_MARKER: DB = BENCH MARK DISK
 AW3823_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3823_SP_SET: 32 FT.
 AW3823_STAMPING: D 1185 1964
 AW3823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3823
 AW3823  HISTORY     - Date     Condition        Report By
 AW3823  HISTORY     - 1964     MONUMENTED       CGS
 AW3823  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW3823
 AW3823                          STATION DESCRIPTION
 AW3823
 AW3823'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3823'1.25 MI W FROM GALENA PARK.
 AW3823'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE MC ARTHUR SCHOOL AT
 AW3823'GALENA PARK, THENCE 1.15 MILES WEST ALONG THE PORT TERMINAL RAILROAD,
 AW3823'ABOUT 0.2 MILE WEST OF THE CROSSING OF FIDELITY STREET, 120 FEET SOUTH
 AW3823'OF THE SOUTH RAIL OF THE TRACK, NEAR A DOUBLE ROW OF HIGH VOLTAGE
 AW3823'POWER POLES, 5 1/2 FEET NORTH OF A POLE, 3 1/2 FEET SOUTH OF A POLE,
 AW3823'2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AW3823'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 AW3823'DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED IN A 6-INCH CONCRETE TILE
 AW3823'THAT PROJECTS 5 INCHES.
 AW3823
 AW3823                          STATION RECOVERY (1995)
 AW3823
 AW3823'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3903 ***********************************************************************
 AW3903  DESIGNATION -  D 1186
 AW3903  PID         -  AW3903
 AW3903  STATE/COUNTY-  TX/BRAZORIA
 AW3903  USGS QUAD   -  LIVERPOOL (1963)
 AW3903
 AW3903                         *CURRENT SURVEY CONTROL
 AW3903  ___________________________________________________________________
 AW3903* NAD 83(1986)-  29 19 04.     (N)    095 17 11.     (W)     SCALED    
 AW3903* NAVD 88     -         7.42   (+/-2cm)      24.3    (feet)  VERTCON   
 AW3903  ___________________________________________________________________
 AW3903  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW3903
 AW3903  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3903
 AW3903.The horizontal coordinates were scaled from a topographic map and have
 AW3903.an estimated accuracy of +/- 6 seconds.
 AW3903
 AW3903.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3903.The vertical order pertains to the NGVD 29 superseded value.
 AW3903
 AW3903.The geoid height was determined by GEOID03.
 AW3903
 AW3903;                    North         East    Units  Estimated Accuracy
 AW3903;SPC TXSC     - 4,170,240.      960,630.      MT  (+/- 180 meters Scaled)
 AW3903
 AW3903                          SUPERSEDED SURVEY CONTROL
 AW3903
 AW3903  NGVD 29 (??/??/92)    7.42   (m)           24.3    (f) COMPUTED    1 2
 AW3903
 AW3903.Superseded values are not recommended for survey control.
 AW3903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3903.See file dsdata.txt to determine how the superseded data were derived.
 AW3903
 AW3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN779453(NAD 83)
 AW3903_MARKER: DB = BENCH MARK DISK
 AW3903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3903_SP_SET: WELL CASING
 AW3903_STAMPING: D 1186 1964
 AW3903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3903
 AW3903  HISTORY     - Date     Condition        Report By
 AW3903  HISTORY     - 1964     MONUMENTED       CGS
 AW3903
 AW3903                          STATION DESCRIPTION
 AW3903
 AW3903'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3903'1.85 MI NW FROM LIVERPOOL.
 AW3903'ABOUT 1.7 MILES NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 AW3903'LIVERPOOL, THENCE 0.15 MILE EAST ALONG A SHELL ROAD, ON THE PROPERTY
 AW3903'OF G.R. GRUPE, ABOUT 0.4 MILE SOUTH OF A RANCH HOUSE, ABOUT 0.15 MILE
 AW3903'NORTHEAST OF A GROUP OF 3 SMALL HOUSES, 70 FEET NORTH OF THE CENTER
 AW3903'LINE OF THE SHELL ROAD, AT THE LIVERPOOL GAS UNIT III, WELL 1,
 AW3903'CEMENTED VERTICALLY ON THE NORTHWEST SIDE OF A 7-INCH CASING WHICH IS
 AW3903'7,330 FEET DEEP, 271 FEET EAST-NORTHEAST OF A CATTLE GUARD, 154 FEET
 AW3903'NORTH OF A FENCE, 114 FEET WEST OF A 4-INCH WATER WELL CASING WHICH
 AW3903'PROJECTS 2 1/2 FEET, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3904 ***********************************************************************
 AW3904  DESIGNATION -  D 1186 RESET 1973
 AW3904  PID         -  AW3904
 AW3904  STATE/COUNTY-  TX/BRAZORIA
 AW3904  USGS QUAD   -  LIVERPOOL (1963)
 AW3904
 AW3904                         *CURRENT SURVEY CONTROL
 AW3904  ___________________________________________________________________
 AW3904* NAD 83(1986)-  29 19 04.     (N)    095 17 11.     (W)     SCALED    
 AW3904* NAVD 88     -         7.25   (+/-2cm)      23.8    (feet)  VERTCON   
 AW3904  ___________________________________________________________________
 AW3904  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW3904
 AW3904  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW3904
 AW3904.The horizontal coordinates were scaled from a topographic map and have
 AW3904.an estimated accuracy of +/- 6 seconds.
 AW3904
 AW3904.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3904.The vertical order pertains to the NGVD 29 superseded value.
 AW3904
 AW3904.The geoid height was determined by GEOID03.
 AW3904
 AW3904;                    North         East    Units  Estimated Accuracy
 AW3904;SPC TXSC     - 4,170,240.      960,630.      MT  (+/- 180 meters Scaled)
 AW3904
 AW3904                          SUPERSEDED SURVEY CONTROL
 AW3904
 AW3904  NGVD 29 (??/??/92)    7.24   (m)           23.8    (f) COMPUTED    1 1
 AW3904
 AW3904.Superseded values are not recommended for survey control.
 AW3904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3904.See file dsdata.txt to determine how the superseded data were derived.
 AW3904
 AW3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN779453(NAD 83)
 AW3904_MARKER: DB = BENCH MARK DISK
 AW3904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3904_SP_SET: WELL CASING
 AW3904_STAMPING: D 1186 RESET 1964 1973
 AW3904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3904
 AW3904  HISTORY     - Date     Condition        Report By
 AW3904  HISTORY     - 1973     MONUMENTED       NGS
 AW3904  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW3904
 AW3904                          STATION DESCRIPTION
 AW3904
 AW3904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3904'1.70 MI NW FROM LIVERPOOL.
 AW3904'1.6 MILES NORTHWEST ALONG A PAVED ROAD FROM THE CROSSING OF MAIN
 AW3904'STREET AND THE MISSOURI PACIFIC RAILROAD AT LIVERPOOL, THENCE 0.1 MILE
 AW3904'EAST OF A GATE ON THE EAST SIDE OF 3 HOUSES ALONG A SHELL ROAD, ON THE
 AW3904'PROPERTY OF W.R. GRUPE, AT THE LIVERPOOL GAS UNIT III, WELL 1, SET
 AW3904'VERTICALLY ON THE NORTHWEST SIDE OF A 7-INCH CASING WHICH IS 7,330
 AW3904'FEET DEEP, 70 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 271
 AW3904'FEET EAST-NORTHEAST OF A CATTLE GUARD, 154 FEET NORTH OF A FENCE, 114
 AW3904'FEET WEST OF A 4-INCH WATER WELL CASING, ABOUT 0.4 MILE SOUTH OF A
 AW3904'RANCH HOUSE, AND ABOUT FLUSH WITH THE GROUND.
 AW3904
 AW3904                          STATION RECOVERY (2004)
 AW3904
 AW3904'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1599 ***********************************************************************
 AW1599  DESIGNATION -  D 1187
 AW1599  PID         -  AW1599
 AW1599  STATE/COUNTY-  TX/GALVESTON
 AW1599  USGS QUAD   -  BACLIFF (1993)
 AW1599
 AW1599                         *CURRENT SURVEY CONTROL
 AW1599  ___________________________________________________________________
 AW1599* NAD 83(1986)-  29 30 01.     (N)    094 56 18.     (W)     SCALED    
 AW1599* NAVD 88     -         2.58   (+/-2cm)       8.5    (feet)  VERTCON   
 AW1599  ___________________________________________________________________
 AW1599  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW1599
 AW1599  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1599
 AW1599.The horizontal coordinates were scaled from a topographic map and have
 AW1599.an estimated accuracy of +/- 6 seconds.
 AW1599
 AW1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1599.The vertical order pertains to the NGVD 29 superseded value.
 AW1599
 AW1599.The geoid height was determined by GEOID03.
 AW1599
 AW1599;                    North         East    Units  Estimated Accuracy
 AW1599;SPC TXSC     - 4,191,580.      993,710.      MT  (+/- 180 meters Scaled)
 AW1599
 AW1599                          SUPERSEDED SURVEY CONTROL
 AW1599
 AW1599  NGVD 29 (??/??/92)    2.579  (m)            8.46   (f) ADJ UNCH    1 2
 AW1599
 AW1599.Superseded values are not recommended for survey control.
 AW1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1599.See file dsdata.txt to determine how the superseded data were derived.
 AW1599
 AW1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN121649(NAD 83)
 AW1599_MARKER: DB = BENCH MARK DISK
 AW1599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1599_SP_SET: CULVERT
 AW1599_STAMPING: D 1187 1964
 AW1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1599
 AW1599  HISTORY     - Date     Condition        Report By
 AW1599  HISTORY     - 1964     MONUMENTED       CGS
 AW1599  HISTORY     - 1973     GOOD             NGS
 AW1599  HISTORY     - 1978     GOOD             NGS
 AW1599  HISTORY     - 1987     GOOD             USPSQD
 AW1599  HISTORY     - 1987     GOOD             USPSQD
 AW1599  HISTORY     - 1987     GOOD             USPSQD
 AW1599  HISTORY     - 1987     GOOD             USPSQD
 AW1599  HISTORY     - 1987     GOOD             USPSQD
 AW1599  HISTORY     - 1988     GOOD             USPSQD
 AW1599  HISTORY     - 1988     GOOD             USPSQD
 AW1599  HISTORY     - 1988     GOOD             USPSQD
 AW1599  HISTORY     - 1988     GOOD             USPSQD
 AW1599  HISTORY     - 1988     GOOD             USPSQD
 AW1599  HISTORY     - 1988     GOOD             USPSQD
 AW1599  HISTORY     - 1988     GOOD             USPSQD
 AW1599  HISTORY     - 1988     GOOD             USPSQD
 AW1599  HISTORY     - 1988     GOOD             USPSQD
 AW1599  HISTORY     - 1988     GOOD             USPSQD
 AW1599  HISTORY     - 1988     GOOD             USPSQD
 AW1599  HISTORY     - 1988     GOOD             USPSQD
 AW1599  HISTORY     - 1988     GOOD             USPSQD
 AW1599  HISTORY     - 1989     GOOD             USPSQD
 AW1599  HISTORY     - 1989     GOOD             USPSQD
 AW1599  HISTORY     - 1989     GOOD             USPSQD
 AW1599  HISTORY     - 1989     GOOD             USPSQD
 AW1599  HISTORY     - 1989     GOOD             USPSQD
 AW1599  HISTORY     - 1990     GOOD             USPSQD
 AW1599  HISTORY     - 1990     GOOD             USPSQD
 AW1599  HISTORY     - 1991     GOOD             USPSQD
 AW1599  HISTORY     - 19940326 GOOD             USPSQD
 AW1599  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW1599  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AW1599
 AW1599                          STATION DESCRIPTION
 AW1599
 AW1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1599'0.75 MI W FROM SAN LEON.
 AW1599'0.75 MILE WEST ALONG FARM ROAD NO. 517 FROM THE POST OFFICE AT SAN
 AW1599'LEON, 0.3 MILE WEST OF THE SAN LEON CEMETERY, IN THE TOP CENTER OF THE
 AW1599'NORTH CONCRETE HEADWALL OF A PIPE CULVERT, 30.0 FEET EAST OF THE
 AW1599'CENTER LINE OF 23RD AVENUE, 20.0 FEET NORTH OF THE CENTER LINE OF THE
 AW1599'ROAD, AND ABOUT LEVEL WITH THE ROAD.
 AW1599
 AW1599                          STATION RECOVERY (1978)
 AW1599
 AW1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1987)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1987)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1987)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1987)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1987 (CB)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1987)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1988)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1988)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1988)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1988)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1988)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1988)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1988)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1988)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1988)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1988)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1988)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1988)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1988)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1989)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1989)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1989)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1989)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1989)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1990)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1990)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1991)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (1994)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1599'RECOVERED IN GOOD CONDITION.
 AW1599
 AW1599                          STATION RECOVERY (2004)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1599'NEW CONCRETE CULVERT HERE.
 AW1599
 AW1599                          STATION RECOVERY (2005)
 AW1599
 AW1599'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1599'NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1998 ***********************************************************************
 AW1998  DESIGNATION -  D 1189
 AW1998  PID         -  AW1998
 AW1998  STATE/COUNTY-  TX/HARRIS
 AW1998  USGS QUAD   -  PASADENA (1995)
 AW1998
 AW1998                         *CURRENT SURVEY CONTROL
 AW1998  ___________________________________________________________________
 AW1998* NAD 83(1986)-  29 43 39.     (N)    095 10 31.     (W)     SCALED    
 AW1998* NAVD 88     -         7.683  (meters)      25.21   (feet)  ADJUSTED  
 AW1998  ___________________________________________________________________
 AW1998  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1998  DYNAMIC HT  -           7.672 (meters)      25.17  (feet)  COMP
 AW1998  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW1998
 AW1998  VERT ORDER  -  FIRST     CLASS II
 AW1998
 AW1998.The horizontal coordinates were scaled from a topographic map and have
 AW1998.an estimated accuracy of +/- 6 seconds.
 AW1998
 AW1998.The orthometric height was determined by differential leveling
 AW1998.and adjusted by the National Geodetic Survey in June 1991..
 AW1998
 AW1998.The geoid height was determined by GEOID03.
 AW1998
 AW1998.The dynamic height is computed by dividing the NAVD 88
 AW1998.geopotential number by the normal gravity value computed on the
 AW1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1998.degrees latitude (g = 980.6199 gals.).
 AW1998
 AW1998.The modeled gravity was interpolated from observed gravity values.
 AW1998
 AW1998;                    North         East    Units  Estimated Accuracy
 AW1998;SPC TXSC     - 4,215,980.      969,930.      MT  (+/- 180 meters Scaled)
 AW1998
 AW1998                          SUPERSEDED SURVEY CONTROL
 AW1998
 AW1998  NGVD 29 (12/23/87)    7.680  (m)           25.20   (f) ADJUSTED    1 2
 AW1998
 AW1998.Superseded values are not recommended for survey control.
 AW1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1998.See file dsdata.txt to determine how the superseded data were derived.
 AW1998
 AW1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN896905(NAD 83)
 AW1998_MARKER: DB = BENCH MARK DISK
 AW1998_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1998+WITH SETTING: PAVEMENT
 AW1998_SP_SET: FOUNDATION OF WELL CASING
 AW1998_STAMPING: D 1189 1964
 AW1998_MARK LOGO: CGS   
 AW1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1998+STABILITY: SURFACE MOTION
 AW1998
 AW1998  HISTORY     - Date     Condition        Report By
 AW1998  HISTORY     - 1964     MONUMENTED       CGS
 AW1998  HISTORY     - 1964     GOOD             NGS
 AW1998  HISTORY     - 1978     GOOD             NGS
 AW1998  HISTORY     - 1986     GOOD             NGS
 AW1998  HISTORY     - 1989     GOOD             USPSQD
 AW1998  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1998  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1998
 AW1998                          STATION DESCRIPTION
 AW1998
 AW1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW1998'4.8 MI E FROM PASADENA.
 AW1998'ABOUT 1.1 MILES SOUTHWEST ALONG NORTH RICHEY STREET FROM THE SOUTH END
 AW1998'OF THE WASHBURN TUNNEL AT PASADENA, THENCE 2.75 MILES EAST ALONG STATE
 AW1998'HIGHWAY 225, THENCE 0.95 MILE NORTH ALONG THE TRUCK ROUTE THROUGH THE
 AW1998'PHILLIPS CHEMICAL COMPANY, ABOUT 210 FEET NORTHEAST OF THE CENTER OF
 AW1998'THE CROSSING OF THE PORT TERMINAL RAILROAD, 150 FEET EAST OF THE
 AW1998'CENTER LINE OF THE ROAD, SET VERTICALLY IN THE SOUTH FACE OF A
 AW1998'CONCRETE FOUNDATION SUPPORTING AN ELECTRIC PUMP OVER A WELL CASING,
 AW1998'INSIDE AND NEAR THE NORTHEAST CORNER OF A WIRE MESH FENCE AROUND THE
 AW1998'PUMP AND A SMALL TANK, 14 FEET SOUTHWEST OF THE NORTHEAST CORNER OF
 AW1998'THE FENCE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 AW1998
 AW1998                          STATION RECOVERY (1964)
 AW1998
 AW1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1998'RECOVERED IN GOOD CONDITION.
 AW1998
 AW1998                          STATION RECOVERY (1978)
 AW1998
 AW1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1998'RECOVERED IN GOOD CONDITION.
 AW1998
 AW1998                          STATION RECOVERY (1986)
 AW1998
 AW1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1998'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1998'EXCEPT DELETE 14 FEET SOUTHWEST OF THE NORTHEAST FENCE CORNER.
 AW1998
 AW1998                          STATION RECOVERY (1989)
 AW1998
 AW1998'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1998'RECOVERED IN GOOD CONDITION.
 AW1998
 AW1998                          STATION RECOVERY (1990)
 AW1998
 AW1998'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1998'MARK NOT FOUND.
 AW1998
 AW1998                          STATION RECOVERY (1990)
 AW1998
 AW1998'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0029 ***********************************************************************
 BN0029  DESIGNATION -  D 119
 BN0029  PID         -  BN0029
 BN0029  STATE/COUNTY-  TX/BURNET
 BN0029  USGS QUAD   -  LONGHORN CAVERN (1979)
 BN0029
 BN0029                         *CURRENT SURVEY CONTROL
 BN0029  ___________________________________________________________________
 BN0029* NAD 83(1986)-  30 41 07.     (N)    098 15 15.     (W)     SCALED    
 BN0029* NAVD 88     -       340.871  (meters)    1118.34   (feet)  ADJUSTED  
 BN0029  ___________________________________________________________________
 BN0029  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 BN0029  DYNAMIC HT  -         340.413 (meters)    1116.84  (feet)  COMP
 BN0029  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 BN0029
 BN0029  VERT ORDER  -  SECOND    CLASS 0
 BN0029
 BN0029.The horizontal coordinates were scaled from a topographic map and have
 BN0029.an estimated accuracy of +/- 6 seconds.
 BN0029
 BN0029.The orthometric height was determined by differential leveling
 BN0029.and adjusted by the National Geodetic Survey in June 1991..
 BN0029
 BN0029.The geoid height was determined by GEOID03.
 BN0029
 BN0029.The dynamic height is computed by dividing the NAVD 88
 BN0029.geopotential number by the normal gravity value computed on the
 BN0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0029.degrees latitude (g = 980.6199 gals.).
 BN0029
 BN0029.The modeled gravity was interpolated from observed gravity values.
 BN0029
 BN0029;                    North         East    Units  Estimated Accuracy
 BN0029;SPC TX C     - 3,114,780.      899,190.      MT  (+/- 180 meters Scaled)
 BN0029
 BN0029                          SUPERSEDED SURVEY CONTROL
 BN0029
 BN0029  NGVD 29 (??/??/92)  340.796  (m)         1118.09   (f) ADJ UNCH    2 0
 BN0029
 BN0029.Superseded values are not recommended for survey control.
 BN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0029.See file dsdata.txt to determine how the superseded data were derived.
 BN0029
 BN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU714949(NAD 83)
 BN0029_MARKER: DB = BENCH MARK DISK
 BN0029_SETTING: 80 = SET IN A BOULDER
 BN0029_SP_SET: BOULDER
 BN0029_STAMPING: D-119 1933
 BN0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0029+STABILITY: SURFACE MOTION
 BN0029
 BN0029  HISTORY     - Date     Condition        Report By
 BN0029  HISTORY     - 1933     MONUMENTED       CGS
 BN0029
 BN0029                          STATION DESCRIPTION
 BN0029
 BN0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0029'5.7 MI S FROM BURNET.
 BN0029'ALONG THE TEXAS AND NEW ORLEANS R.R. 1.9 MILES NORTH OF SUDDUTH AND
 BN0029'140 FT. NORTH OF M.P. 66 AND 49 FT. EAST OF THE CENTERLINE OF THE
 BN0029'TRACKS IN AN OUTCROP OF GREY GRANITE ABOUT 6 FT. SQUARE AND 8 IN.
 BN0029'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0419 ***********************************************************************
 CB0419  DESIGNATION -  D 1190
 CB0419  PID         -  CB0419
 CB0419  STATE/COUNTY-  TX/UPTON
 CB0419  USGS QUAD   -  RANKIN (1970)
 CB0419
 CB0419                         *CURRENT SURVEY CONTROL
 CB0419  ___________________________________________________________________
 CB0419* NAD 83(1986)-  31 14 57.     (N)    101 56 40.     (W)     SCALED    
 CB0419* NAVD 88     -       811.310  (meters)    2661.77   (feet)  ADJUSTED  
 CB0419  ___________________________________________________________________
 CB0419  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CB0419  DYNAMIC HT  -         810.130 (meters)    2657.90  (feet)  COMP
 CB0419  MODELED GRAV-     979,158.9   (mgal)                       NAVD 88
 CB0419
 CB0419  VERT ORDER  -  SECOND    CLASS 0
 CB0419
 CB0419.The horizontal coordinates were scaled from a topographic map and have
 CB0419.an estimated accuracy of +/- 6 seconds.
 CB0419
 CB0419.The orthometric height was determined by differential leveling
 CB0419.and adjusted by the National Geodetic Survey in June 1991..
 CB0419
 CB0419.The geoid height was determined by GEOID03.
 CB0419
 CB0419.The dynamic height is computed by dividing the NAVD 88
 CB0419.geopotential number by the normal gravity value computed on the
 CB0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0419.degrees latitude (g = 980.6199 gals.).
 CB0419
 CB0419.The modeled gravity was interpolated from observed gravity values.
 CB0419
 CB0419;                    North         East    Units  Estimated Accuracy
 CB0419;SPC TX C     - 3,176,540.      546,560.      MT  (+/- 180 meters Scaled)
 CB0419
 CB0419                          SUPERSEDED SURVEY CONTROL
 CB0419
 CB0419  NGVD 29 (??/??/92)  810.995  (m)         2660.74   (f) ADJ UNCH    2 0
 CB0419
 CB0419.Superseded values are not recommended for survey control.
 CB0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0419.See file dsdata.txt to determine how the superseded data were derived.
 CB0419
 CB0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV195609(NAD 83)
 CB0419_MARKER: DB = BENCH MARK DISK
 CB0419_SETTING: 66 = SET IN ROCK OUTCROP
 CB0419_SP_SET: ROCK OUTCROP
 CB0419_STAMPING: D 1190 1967
 CB0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0419+STABILITY: POSITION/ELEVATION WELL
 CB0419
 CB0419  HISTORY     - Date     Condition        Report By
 CB0419  HISTORY     - 1967     MONUMENTED       CGS
 CB0419  HISTORY     - 1981     GOOD             NGS
 CB0419
 CB0419                          STATION DESCRIPTION
 CB0419
 CB0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0419'1.9 MI N FROM RANKIN.
 CB0419'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0419'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.25 MILE NORTH
 CB0419'OF 3 OIL STORAGE TANKS, 0.15 MILE SOUTH OF A SHALLOW WASH, 120 YARDS
 CB0419'NORTH OF A CURVE IN THE HIGHWAY, NEAR THE NORTH END OF A ROCK CUT FOR
 CB0419'THE HIGHWAY, 65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CB0419'THE TOP OF A ROCK OUTCROP ABOUT LEVEL WITH THE GROUND, 36 FEET EAST OF
 CB0419'A HIGHWAY RIGHT-OF-WAY FENCE, 24 FEET WEST OF THE WEST EDGE OF THE CUT
 CB0419'FOR THE HIGHWAY, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 CB0419
 CB0419                          STATION RECOVERY (1981)
 CB0419
 CB0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0499 ***********************************************************************
 CB0499  DESIGNATION -  D 1191
 CB0499  PID         -  CB0499
 CB0499  STATE/COUNTY-  TX/UPTON
 CB0499  USGS QUAD   -  MIDKIFF SW (1968)
 CB0499
 CB0499                         *CURRENT SURVEY CONTROL
 CB0499  ___________________________________________________________________
 CB0499* NAD 83(1986)-  31 36 24.     (N)    101 58 30.     (W)     SCALED    
 CB0499* NAVD 88     -       852.192  (meters)    2795.90   (feet)  ADJUSTED  
 CB0499  ___________________________________________________________________
 CB0499  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CB0499  DYNAMIC HT  -         850.971 (meters)    2791.89  (feet)  COMP
 CB0499  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 CB0499
 CB0499  VERT ORDER  -  SECOND    CLASS 0
 CB0499
 CB0499.The horizontal coordinates were scaled from a topographic map and have
 CB0499.an estimated accuracy of +/- 6 seconds.
 CB0499
 CB0499.The orthometric height was determined by differential leveling
 CB0499.and adjusted by the National Geodetic Survey in June 1991..
 CB0499
 CB0499.The geoid height was determined by GEOID03.
 CB0499
 CB0499.The dynamic height is computed by dividing the NAVD 88
 CB0499.geopotential number by the normal gravity value computed on the
 CB0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0499.degrees latitude (g = 980.6199 gals.).
 CB0499
 CB0499.The modeled gravity was interpolated from observed gravity values.
 CB0499
 CB0499;                    North         East    Units  Estimated Accuracy
 CB0499;SPC TX C     - 3,216,210.      544,230.      MT  (+/- 180 meters Scaled)
 CB0499
 CB0499                          SUPERSEDED SURVEY CONTROL
 CB0499
 CB0499  NGVD 29 (??/??/92)  851.844  (m)         2794.76   (f) ADJ UNCH    2 0
 CB0499
 CB0499.Superseded values are not recommended for survey control.
 CB0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0499.See file dsdata.txt to determine how the superseded data were derived.
 CB0499
 CB0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA177006(NAD 83)
 CB0499_MARKER: DB = BENCH MARK DISK
 CB0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0499_SP_SET: PLATFORM
 CB0499_STAMPING: D 1191 1967
 CB0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0499
 CB0499  HISTORY     - Date     Condition        Report By
 CB0499  HISTORY     - 1967     MONUMENTED       CGS
 CB0499  HISTORY     - 20010217 GOOD             USPSQD
 CB0499
 CB0499                          STATION DESCRIPTION
 CB0499
 CB0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0499'26.65 MI N FROM RANKIN.
 CB0499'ABOUT 26.65 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0499'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, OR ABOUT 0.15
 CB0499'MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CB0499'AT MIDLAND, THENCE 27.25 MILES WOUTH ALONG STATE HIGHWAY 349, AT A
 CB0499'ROAD SIDE PARK, 52 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CB0499'THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE PLATFORM WHICH SURROUNDS
 CB0499'A WELL CASING AND PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND, 7
 CB0499'1/2 FEET EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT
 CB0499'BELOW THE LEVEL OF THE HIGHWAY.
 CB0499
 CB0499                          STATION RECOVERY (2001)
 CB0499
 CB0499'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0004 ***********************************************************************
 AN0004  DESIGNATION -  D 1192
 AN0004  PID         -  AN0004
 AN0004  STATE/COUNTY-  TX/JACKSON
 AN0004  USGS QUAD   -  LA WARD (1995)
 AN0004
 AN0004                         *CURRENT SURVEY CONTROL
 AN0004  ___________________________________________________________________
 AN0004* NAD 83(1986)-  28 50 39.     (N)    096 27 51.     (W)     SCALED    
 AN0004* NAVD 88     -        12.30   (+/-2cm)      40.4    (feet)  VERTCON   
 AN0004  ___________________________________________________________________
 AN0004  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN0004
 AN0004  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0004
 AN0004.The horizontal coordinates were scaled from a topographic map and have
 AN0004.an estimated accuracy of +/- 6 seconds.
 AN0004
 AN0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0004.The vertical order pertains to the NGVD 29 superseded value.
 AN0004
 AN0004.The geoid height was determined by GEOID03.
 AN0004
 AN0004;                    North         East    Units  Estimated Accuracy
 AN0004;SPC TXSC     - 4,114,710.      847,410.      MT  (+/- 180 meters Scaled)
 AN0004
 AN0004                          SUPERSEDED SURVEY CONTROL
 AN0004
 AN0004  NGVD 29 (??/??/92)   12.365  (m)           40.57   (f) ADJ UNCH    1 1
 AN0004
 AN0004.Superseded values are not recommended for survey control.
 AN0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0004.See file dsdata.txt to determine how the superseded data were derived.
 AN0004
 AN0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS474933(NAD 83)
 AN0004_MARKER: DB = BENCH MARK DISK
 AN0004_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0004_SP_SET: 86.5 FT.
 AN0004_STAMPING: D 1192 1972
 AN0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0004
 AN0004  HISTORY     - Date     Condition        Report By
 AN0004  HISTORY     - 1972     MONUMENTED       NGS
 AN0004  HISTORY     - 1978     GOOD             NGS
 AN0004  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0004
 AN0004                          STATION DESCRIPTION
 AN0004
 AN0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0004'IN LA WARD.
 AN0004'AT LA WARD, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND STATE
 AN0004'HIGHWAY 172, 0.3 MILE WEST OF MILEPOST 250, 47 FEET EAST OF THE CENTER
 AN0004'LINE OF THE HIGHWAY, 51 1/2 FEET SOUTH AND ACROSS A SIDETRACK FROM THE
 AN0004'SOUTH RAIL OF THE MAIN TRACK, 130.9 FEET SOUTH-SOUTHWEST AND ACROSS
 AN0004'THE TRACKS FROM THE SOUTHWEST CORNER OF A METAL BUILDING, 31.2 FEET
 AN0004'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR A
 AN0004'RAILROAD CROSSING SIGNAL LIGHT, 2 FEET EAST OF A POWER POLE, 1.4 FEET
 AN0004'WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 AN0004'TRACK, AND ON THE TOP OF A COPPER COATED ROD WHICH PROJECTS 1 INCH
 AN0004'ABOVE THE SURFACE OF THE GROUND AND IS PROTECTED BY A 4-INCH METAL
 AN0004'PIPE WHICH PROJECTS 1 INCH.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 AN0004'OF 86 1/2 FEET.
 AN0004
 AN0004                          STATION RECOVERY (1978)
 AN0004
 AN0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0004'RECOVERED IN GOOD CONDITION.
 AN0004
 AN0004                          STATION RECOVERY (1991)
 AN0004
 AN0004'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0891 ***********************************************************************
 AX0891  DESIGNATION -  D 1193
 AX0891  PID         -  AX0891
 AX0891  STATE/COUNTY-  TX/JACKSON
 AX0891  USGS QUAD   -  GANADO (1981)
 AX0891
 AX0891                         *CURRENT SURVEY CONTROL
 AX0891  ___________________________________________________________________
 AX0891* NAD 83(1986)-  29 06 55.     (N)    096 37 29.     (W)     SCALED    
 AX0891* NAVD 88     -        27.68   (+/-2cm)      90.8    (feet)  VERTCON   
 AX0891  ___________________________________________________________________
 AX0891  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AX0891
 AX0891  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0891
 AX0891.The horizontal coordinates were scaled from a topographic map and have
 AX0891.an estimated accuracy of +/- 6 seconds.
 AX0891
 AX0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0891.The vertical order pertains to the NGVD 29 superseded value.
 AX0891
 AX0891.The geoid height was determined by GEOID03.
 AX0891
 AX0891;                    North         East    Units  Estimated Accuracy
 AX0891;SPC TXSC     - 4,144,420.      831,140.      MT  (+/- 180 meters Scaled)
 AX0891
 AX0891                          SUPERSEDED SURVEY CONTROL
 AX0891
 AX0891  NGVD 29 (??/??/92)   27.685  (m)           90.83   (f) ADJ UNCH    2 0
 AX0891
 AX0891.Superseded values are not recommended for survey control.
 AX0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0891.See file dsdata.txt to determine how the superseded data were derived.
 AX0891
 AX0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT311230(NAD 83)
 AX0891_MARKER: DB = BENCH MARK DISK
 AX0891_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0891_SP_SET: 48 FT
 AX0891_STAMPING: D 1193 1972
 AX0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0891
 AX0891  HISTORY     - Date     Condition        Report By
 AX0891  HISTORY     - 1972     MONUMENTED       NGS
 AX0891
 AX0891                          STATION DESCRIPTION
 AX0891
 AX0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0891'1.8 MI SE FROM CORDELE.
 AX0891'ABOUT 1.5 MILES SOUTH ALONG FARM TO MARKET ROAD NO. 530 FROM THE
 AX0891'METHODIST CHURCH AT CORDELE, THENCE 0.3 MILE EAST ALONG BAGBY ROAD, AT
 AX0891'THE JUNCTION OF A FARM LANE LEADING NORTH, ABOUT 0.45 MILE WEST OF THE
 AX0891'WOODEN BRIDGE OVER BRUSHY CREEK, 39 FEET NORTH OF THE CENTER LINE OF
 AX0891'BAGBY ROAD, 17 FEET EAST OF THE CENTER OF A STEEL GATE ACROSS THE FARM
 AX0891'ROAD, 20 FEET NORTHEAST OF THE EAST END OF A 6-FOOT METAL PIPE CULVERT
 AX0891'UNDER THE FARM ROAD, 9 FEET EAST OF THE EAST GATE POST, 1 FOOT SOUTH
 AX0891'OF THE FENCE LINE, 1 FOOT WEST OF A METAL WITNESS POST, 1 FOOT BELOW
 AX0891'THE LEVEL OF THE ROAD AND IS A DISK ON THE TOP OF A COPPER COATED
 AX0891'STEEL ROD THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND AND
 AX0891'ENCASED IN A 6-INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL
 AX0891'OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0736 ***********************************************************************
 AN0736  DESIGNATION -  D 1194
 AN0736  PID         -  AN0736
 AN0736  STATE/COUNTY-  TX/VICTORIA
 AN0736  USGS QUAD   -  INEZ (1995)
 AN0736
 AN0736                         *CURRENT SURVEY CONTROL
 AN0736  ___________________________________________________________________
 AN0736* NAD 83(1986)-  28 54 42.     (N)    096 46 32.     (W)     SCALED    
 AN0736* NAVD 88     -        17.15   (+/-2cm)      56.3    (feet)  VERTCON   
 AN0736  ___________________________________________________________________
 AN0736  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0736
 AN0736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0736
 AN0736.The horizontal coordinates were scaled from a topographic map and have
 AN0736.an estimated accuracy of +/- 6 seconds.
 AN0736
 AN0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0736.The vertical order pertains to the NGVD 29 superseded value.
 AN0736
 AN0736.The geoid height was determined by GEOID03.
 AN0736
 AN0736;                    North         East    Units  Estimated Accuracy
 AN0736;SPC TXSC     - 4,121,570.      816,900.      MT  (+/- 180 meters Scaled)
 AN0736
 AN0736                          SUPERSEDED SURVEY CONTROL
 AN0736
 AN0736  NGVD 29 (??/??/92)   17.210  (m)           56.46   (f) ADJ UNCH    2 0
 AN0736
 AN0736.Superseded values are not recommended for survey control.
 AN0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0736.See file dsdata.txt to determine how the superseded data were derived.
 AN0736
 AN0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT168002(NAD 83)
 AN0736_MARKER: DB = BENCH MARK DISK
 AN0736_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0736+WITH SETTING: INTO GROUND
 AN0736_STAMPING: D 1194 1972
 AN0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0736+STABILITY: SURFACE MOTION
 AN0736
 AN0736  HISTORY     - Date     Condition        Report By
 AN0736  HISTORY     - 1972     MONUMENTED       NGS
 AN0736  HISTORY     - 19910428 GOOD             USPSQD
 AN0736
 AN0736                          STATION DESCRIPTION
 AN0736
 AN0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0736'1.1 MI NE FROM INEZ.
 AN0736'ABOUT 1.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AN0736'CROSSING OF FARM ROAD 444 AT INEZ, 8 TELEPHONE POLES SOUTHWEST OF
 AN0736'MILEPOST 75, ABOUT 0.15 MILE SOUTHWEST OF THE SOUTHWEST END OF A
 AN0736'RAILROAD TRESTLE OVER ARENOSA CREEK, WHICH IS THE JACKSON-VICTORIA
 AN0736'COUNTY LINE, 45.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 AN0736'TRACK, 10 1/2 FEET NORTHWEST OF A 16 INCH OAK TREE, 2.2 FEET NORTHWEST
 AN0736'OF A T FENCE CORNER, 1.4 FEET EAST OF A METAL WITNESS POST, 1 1/2 FEET
 AN0736'ABOVE THE LEVEL OF THE TRACK, AND ON THE TOP OF A 4 FOOT COPPER COATED
 AN0736'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH
 AN0736'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH PIPE THAT
 AN0736'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AN0736
 AN0736                          STATION RECOVERY (1991)
 AN0736
 AN0736'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0496 ***********************************************************************
 AN0496  DESIGNATION -  D 1195
 AN0496  PID         -  AN0496
 AN0496  STATE/COUNTY-  TX/VICTORIA
 AN0496  USGS QUAD   -  PLACEDO (1995)
 AN0496
 AN0496                         *CURRENT SURVEY CONTROL
 AN0496  ___________________________________________________________________
 AN0496* NAD 83(1986)-  28 44 10.     (N)    096 45 16.     (W)     SCALED    
 AN0496* NAVD 88     -        12.436  (meters)      40.80   (feet)  ADJUSTED  
 AN0496  ___________________________________________________________________
 AN0496  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0496  DYNAMIC HT  -          12.418 (meters)      40.74  (feet)  COMP
 AN0496  MODELED GRAV-     979,196.5   (mgal)                       NAVD 88
 AN0496
 AN0496  VERT ORDER  -  FIRST     CLASS I
 AN0496
 AN0496.The horizontal coordinates were scaled from a topographic map and have
 AN0496.an estimated accuracy of +/- 6 seconds.
 AN0496
 AN0496.The orthometric height was determined by differential leveling
 AN0496.and adjusted by the National Geodetic Survey in June 1991..
 AN0496
 AN0496.The geoid height was determined by GEOID03.
 AN0496
 AN0496.The dynamic height is computed by dividing the NAVD 88
 AN0496.geopotential number by the normal gravity value computed on the
 AN0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0496.degrees latitude (g = 980.6199 gals.).
 AN0496
 AN0496.The modeled gravity was interpolated from observed gravity values.
 AN0496
 AN0496;                    North         East    Units  Estimated Accuracy
 AN0496;SPC TXSC     - 4,102,160.      819,330.      MT  (+/- 180 meters Scaled)
 AN0496
 AN0496                          SUPERSEDED SURVEY CONTROL
 AN0496
 AN0496  NGVD 29 (??/??/92)   12.557  (m)           41.20   (f) ADJ UNCH    1 1
 AN0496
 AN0496.Superseded values are not recommended for survey control.
 AN0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0496.See file dsdata.txt to determine how the superseded data were derived.
 AN0496
 AN0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS193808(NAD 83)
 AN0496_MARKER: DB = BENCH MARK DISK
 AN0496_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0496+WITH SETTING: INTO GROUND
 AN0496_STAMPING: D 1195 1972
 AN0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0496+STABILITY: SURFACE MOTION
 AN0496
 AN0496  HISTORY     - Date     Condition        Report By
 AN0496  HISTORY     - 1972     MONUMENTED       NGS
 AN0496  HISTORY     - 1978     GOOD             NGS
 AN0496
 AN0496                          STATION DESCRIPTION
 AN0496
 AN0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0496'5.7 MI NE FROM PLACEDO.
 AN0496'ABOUT 5.7 MILES NORTHEAST ALONG FARM-TO-MARKET ROAD 616 FROM THE
 AN0496'INTERSECTION OF U.S. HIGHWAY 87 AT PLACEDO, 5 1/2 POLES SOUTHWEST OF
 AN0496'MISSOURI AND PACIFIC RAILROAD MILEPOST 230, 0.1 MILE NORTHEAST OF A
 AN0496'FARMHOUSE, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 167 FEET
 AN0496'SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST RAIL OF THE MAIN
 AN0496'TRACK, 107 FEET NORTHEAST OF A CORNER FENCE POST, 12 FEET SOUTHWEST OF
 AN0496'A POWER POLE, 27.8 FEET EAST OF THE NORTHEAST END OF A TUBULAR CULVERT
 AN0496'UNDER AN ENTRANCE ROAD TO A PASTURE, 1 1/2 FEET NORTHWEST OF A FENCE,
 AN0496'1.0 FEET NORTHEAST OF A METAL WITNESS POST ABOUT 1 FOOT BELOW THE
 AN0496'LEVEL OF THE ROAD, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED
 AN0496'ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK PROJECTS 1 INCH
 AN0496'AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 1 INCH.
 AN0496
 AN0496                          STATION RECOVERY (1978)
 AN0496
 AN0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0541 ***********************************************************************
 AN0541  DESIGNATION -  D 1196
 AN0541  PID         -  AN0541
 AN0541  STATE/COUNTY-  TX/JACKSON
 AN0541  USGS QUAD   -  LOLITA (1995)
 AN0541
 AN0541                         *CURRENT SURVEY CONTROL
 AN0541  ___________________________________________________________________
 AN0541* NAD 83(1986)-  28 52 19.     (N)    096 33 23.     (W)     SCALED    
 AN0541* NAVD 88     -        12.652  (meters)      41.51   (feet)  ADJUSTED  
 AN0541  ___________________________________________________________________
 AN0541  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0541  DYNAMIC HT  -          12.634 (meters)      41.45  (feet)  COMP
 AN0541  MODELED GRAV-     979,210.6   (mgal)                       NAVD 88
 AN0541
 AN0541  VERT ORDER  -  FIRST     CLASS I
 AN0541
 AN0541.The horizontal coordinates were scaled from a topographic map and have
 AN0541.an estimated accuracy of +/- 6 seconds.
 AN0541
 AN0541.The orthometric height was determined by differential leveling
 AN0541.and adjusted by the National Geodetic Survey in June 1991..
 AN0541
 AN0541.The geoid height was determined by GEOID03.
 AN0541
 AN0541.The dynamic height is computed by dividing the NAVD 88
 AN0541.geopotential number by the normal gravity value computed on the
 AN0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0541.degrees latitude (g = 980.6199 gals.).
 AN0541
 AN0541.The modeled gravity was interpolated from observed gravity values.
 AN0541
 AN0541;                    North         East    Units  Estimated Accuracy
 AN0541;SPC TXSC     - 4,117,600.      838,350.      MT  (+/- 180 meters Scaled)
 AN0541
 AN0541                          SUPERSEDED SURVEY CONTROL
 AN0541
 AN0541  NGVD 29 (??/??/92)   12.669  (m)           41.56   (f) ADJ UNCH    1 1
 AN0541
 AN0541.Superseded values are not recommended for survey control.
 AN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0541.See file dsdata.txt to determine how the superseded data were derived.
 AN0541
 AN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS383962(NAD 83)
 AN0541_MARKER: DB = BENCH MARK DISK
 AN0541_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0541+WITH SETTING: INTO GROUND
 AN0541_STAMPING: D 1196 1972
 AN0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0541+STABILITY: SURFACE MOTION
 AN0541
 AN0541  HISTORY     - Date     Condition        Report By
 AN0541  HISTORY     - 1972     MONUMENTED       NGS
 AN0541  HISTORY     - 1978     GOOD             NGS
 AN0541
 AN0541                          STATION DESCRIPTION
 AN0541
 AN0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0541'3.1 MI NW FROM LOLITA.
 AN0541'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0541'CROSSING OF THE FARM TO MARKET ROADS 1593 AND 616 AT LOLITA, THENCE
 AN0541'2.3 MILES NORTH ALONG AN ASPHALT ROAD, AT A ROAD INTERSECTION, 93 FEET
 AN0541'EAST OF THE CENTER LINE OF THE ASPHALT ROAD, 73 FEET EAST OF A GAS
 AN0541'LINE BREATHER PIPE, 70 FEET EAST OF A POWER LINE POLE, 27 FEET SOUTH
 AN0541'OF THE CENTER LINE OF A SHELL ROAD, 270 FEET WEST OF THE EXTENDED
 AN0541'CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTH TO A PINK BRICK HOUSE,
 AN0541'0.5 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE SHELL
 AN0541'ROAD, AND ON THE TOP OF A 4-FOOT COPPER COATED STEEL ROD THAT IS FLUSH
 AN0541'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6-INCH METAL PIPE THAT
 AN0541'IS FLUSH WITH THE LEVEL OF THE GROUND.
 AN0541
 AN0541                          STATION RECOVERY (1978)
 AN0541
 AN0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0525 ***********************************************************************
 AN0525  DESIGNATION -  D 1197
 AN0525  PID         -  AN0525
 AN0525  STATE/COUNTY-  TX/JACKSON
 AN0525  USGS QUAD   -  LOLITA (1995)
 AN0525
 AN0525                         *CURRENT SURVEY CONTROL
 AN0525  ___________________________________________________________________
 AN0525* NAD 83(1986)-  28 49 58.     (N)    096 34 30.     (W)     SCALED    
 AN0525* NAVD 88     -         1.385  (meters)       4.54   (feet)  ADJUSTED  
 AN0525  ___________________________________________________________________
 AN0525  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0525  DYNAMIC HT  -           1.384 (meters)       4.54  (feet)  COMP
 AN0525  MODELED GRAV-     979,208.4   (mgal)                       NAVD 88
 AN0525
 AN0525  VERT ORDER  -  FIRST     CLASS I
 AN0525
 AN0525.The horizontal coordinates were scaled from a topographic map and have
 AN0525.an estimated accuracy of +/- 6 seconds.
 AN0525
 AN0525.The orthometric height was determined by differential leveling
 AN0525.and adjusted by the National Geodetic Survey in June 1991..
 AN0525
 AN0525.The geoid height was determined by GEOID03.
 AN0525
 AN0525.The dynamic height is computed by dividing the NAVD 88
 AN0525.geopotential number by the normal gravity value computed on the
 AN0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0525.degrees latitude (g = 980.6199 gals.).
 AN0525
 AN0525.The modeled gravity was interpolated from observed gravity values.
 AN0525
 AN0525;                    North         East    Units  Estimated Accuracy
 AN0525;SPC TXSC     - 4,113,220.      836,630.      MT  (+/- 180 meters Scaled)
 AN0525
 AN0525                          SUPERSEDED SURVEY CONTROL
 AN0525
 AN0525  NGVD 29 (??/??/92)    1.501  (m)            4.92   (f) ADJ UNCH    1 1
 AN0525
 AN0525.Superseded values are not recommended for survey control.
 AN0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0525.See file dsdata.txt to determine how the superseded data were derived.
 AN0525
 AN0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS366918(NAD 83)
 AN0525_MARKER: DB = BENCH MARK DISK
 AN0525_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0525_SP_SET: 32 FEET
 AN0525_STAMPING: D 1197 1972
 AN0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0525
 AN0525  HISTORY     - Date     Condition        Report By
 AN0525  HISTORY     - 1972     MONUMENTED       NGS
 AN0525  HISTORY     - 1978     GOOD             NGS
 AN0525
 AN0525                          STATION DESCRIPTION
 AN0525
 AN0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0525'2.1 MI W FROM LOLITA.
 AN0525'ABOUT 2.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0525'CROSSING OF FARM-TO-MARKET ROAD 1593 AT LOLITA, NEAR THE EAST CORNER
 AN0525'OF A PARK WHICH BELONGS TO THE LIONS CLUB, 600 FEET SOUTHEAST AND
 AN0525'ACROSS FARM-TO-MARKET ROAD 616 FROM THE SOUTHEAST RAIL OF THE TRACK,
 AN0525'406 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 192 FEET
 AN0525'NORTHEAST OF THE NORTHEAST BANK OF THE LAVACA RIVER, 6 FEET WEST OF A
 AN0525'CORNER FENCE POST, 5 1/2 FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST
 AN0525'FENCE, 5 1/2 FEET NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE, 1.0 FOOT
 AN0525'NORTHEAST OF A METAL WITNESS POST, 279.0 FEET SOUTHEAST OF BENCH MARK
 AN0525'M 1197, 341.0 FEET EAST OF BENCH MARK N 1197, ABOUT 10 FEET BELOW THE
 AN0525'LEVEL OF THE ROAD, AND ON THE TOP OF A COPPER COATED ROD THAT IS
 AN0525'DRIVEN TO REFUSAL AT A DEPTH OF 96 FEET, PROJECTS 6 INCHES AND IS
 AN0525'PROTECTED BY A 4-INCH METAL PIPE WHICH IS SET TO A DEPTH OF 32 FEET.
 AN0525'ACCESS TO THE MARK IS HAD BY REMOVING A 4-INCH SCREW CAP WHICH
 AN0525'PROJECTS 1.2 FEET.  NOTE-- THE SOIL IN WHICH THE PIPE WAS SET IS
 AN0525'SURFACE SOIL AND CLAY FROM 0 TO 21 FEET AND COARSE BLUE SAND FROM 21
 AN0525'TO 32 FEET.
 AN0525
 AN0525                          STATION RECOVERY (1978)
 AN0525
 AN0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0593 ***********************************************************************
 AX0593  DESIGNATION -  D 1198
 AX0593  PID         -  AX0593
 AX0593  STATE/COUNTY-  TX/LAVACA
 AX0593  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0593
 AX0593                         *CURRENT SURVEY CONTROL
 AX0593  ___________________________________________________________________
 AX0593* NAD 83(1986)-  29 24 17.     (N)    096 52 37.     (W)     SCALED    
 AX0593* NAVD 88     -        79.648  (meters)     261.31   (feet)  ADJUSTED  
 AX0593  ___________________________________________________________________
 AX0593  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0593  DYNAMIC HT  -          79.536 (meters)     260.94  (feet)  COMP
 AX0593  MODELED GRAV-     979,235.4   (mgal)                       NAVD 88
 AX0593
 AX0593  VERT ORDER  -  FIRST     CLASS I
 AX0593
 AX0593.The horizontal coordinates were scaled from a topographic map and have
 AX0593.an estimated accuracy of +/- 6 seconds.
 AX0593
 AX0593.The orthometric height was determined by differential leveling
 AX0593.and adjusted by the National Geodetic Survey in June 1991..
 AX0593
 AX0593.The geoid height was determined by GEOID03.
 AX0593
 AX0593.The dynamic height is computed by dividing the NAVD 88
 AX0593.geopotential number by the normal gravity value computed on the
 AX0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0593.degrees latitude (g = 980.6199 gals.).
 AX0593
 AX0593.The modeled gravity was interpolated from observed gravity values.
 AX0593
 AX0593;                    North         East    Units  Estimated Accuracy
 AX0593;SPC TXSC     - 4,176,020.      806,020.      MT  (+/- 180 meters Scaled)
 AX0593
 AX0593                          SUPERSEDED SURVEY CONTROL
 AX0593
 AX0593  NGVD 29 (??/??/92)   79.639  (m)          261.28   (f) ADJ UNCH    1 1
 AX0593
 AX0593.Superseded values are not recommended for survey control.
 AX0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0593.See file dsdata.txt to determine how the superseded data were derived.
 AX0593
 AX0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT059547(NAD 83)
 AX0593_MARKER: DB = BENCH MARK DISK
 AX0593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0593_SP_SET: 15 FT.
 AX0593_STAMPING: D 1198 1972
 AX0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0593
 AX0593  HISTORY     - Date     Condition        Report By
 AX0593  HISTORY     - 1972     MONUMENTED       NGS
 AX0593  HISTORY     - 1990     GOOD             USPSQD
 AX0593  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0593
 AX0593                          STATION DESCRIPTION
 AX0593
 AX0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0593'5.25 MI SE FROM HALLETTSVILLE.
 AX0593'ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 A FROM THE JUNCTION OF U.S.
 AX0593'HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 4.55 MILES SOUTHEAST
 AX0593'ALONG FARM ROAD NO. 530, 50.0 FEET SOUTH OF THE CENTER LINE OF THE
 AX0593'FARM ROAD, 96 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD LEADING
 AX0593'SOUTH FROM THE FARM ROAD, 79 FEET EAST OF A CORNER FENCE POST, 54 FEET
 AX0593'EAST OF THE MOST EASTERLY ONE OF TWO OAK TREES, 47 FEET WEST OF A LONE
 AX0593'CEDAR TREE, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT WEST
 AX0593'OF A METAL WITNESS POST, AND IS A DISK ON THE TOP OF A COPPER COATED
 AX0593'STEEL ROD THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND AND
 AX0593'ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF
 AX0593'THE GROUND.  THE DISK WAS DRIVEN TO REFUSAL AT A DEPTH OF 15.0 FEET.
 AX0593
 AX0593                          STATION RECOVERY (1990)
 AX0593
 AX0593'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0593'RECOVERED IN GOOD CONDITION.
 AX0593
 AX0593                          STATION RECOVERY (1997)
 AX0593
 AX0593'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0626 ***********************************************************************
 AX0626  DESIGNATION -  D 1199
 AX0626  PID         -  AX0626
 AX0626  STATE/COUNTY-  TX/LAVACA
 AX0626  USGS QUAD   -  CORDELE (1981)
 AX0626
 AX0626                         *CURRENT SURVEY CONTROL
 AX0626  ___________________________________________________________________
 AX0626* NAD 83(1986)-  29 14 38.     (N)    096 41 47.     (W)     SCALED    
 AX0626* NAVD 88     -        42.523  (meters)     139.51   (feet)  ADJUSTED  
 AX0626  ___________________________________________________________________
 AX0626  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0626  DYNAMIC HT  -          42.463 (meters)     139.31  (feet)  COMP
 AX0626  MODELED GRAV-     979,233.8   (mgal)                       NAVD 88
 AX0626
 AX0626  VERT ORDER  -  FIRST     CLASS I
 AX0626
 AX0626.The horizontal coordinates were scaled from a topographic map and have
 AX0626.an estimated accuracy of +/- 6 seconds.
 AX0626
 AX0626.The orthometric height was determined by differential leveling
 AX0626.and adjusted by the National Geodetic Survey in June 1991..
 AX0626
 AX0626.The geoid height was determined by GEOID03.
 AX0626
 AX0626.The dynamic height is computed by dividing the NAVD 88
 AX0626.geopotential number by the normal gravity value computed on the
 AX0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0626.degrees latitude (g = 980.6199 gals.).
 AX0626
 AX0626.The modeled gravity was interpolated from observed gravity values.
 AX0626
 AX0626;                    North         East    Units  Estimated Accuracy
 AX0626;SPC TXSC     - 4,158,530.      823,890.      MT  (+/- 180 meters Scaled)
 AX0626
 AX0626                          SUPERSEDED SURVEY CONTROL
 AX0626
 AX0626  NGVD 29 (??/??/92)   42.526  (m)          139.52   (f) ADJ UNCH    1 1
 AX0626
 AX0626.Superseded values are not recommended for survey control.
 AX0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0626.See file dsdata.txt to determine how the superseded data were derived.
 AX0626
 AX0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT238372(NAD 83)
 AX0626_MARKER: DB = BENCH MARK DISK
 AX0626_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0626+WITH SETTING: INTO GROUND
 AX0626_STAMPING: D 1199 1972
 AX0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0626+STABILITY: SURFACE MOTION
 AX0626
 AX0626  HISTORY     - Date     Condition        Report By
 AX0626  HISTORY     - 1972     MONUMENTED       NGS
 AX0626
 AX0626                          STATION DESCRIPTION
 AX0626
 AX0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0626'0.9 MI S FROM SPEAKS.
 AX0626'ABOUT 0.9 MILE SOUTH ALONG FARM ROAD NO. 530 FROM THE POST OFFICE AND
 AX0626'GENERAL STORE AT SPEAKS, AT THE JUNCTION OF SPEAKS ROAD LEADING SOUTH
 AX0626'(A GRAVEL ROAD), 121 FEET SOUTH OF THE CENTER LINE OF FARM ROAD NO.
 AX0626'530, 32 FEET NORTHWEST OF THE CENTER LINE OF SPEAKS ROAD, 64 1/2 FEET
 AX0626'SOUTHWEST OF A FENCE CORNER, 1.6 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 AX0626'FENCE LINE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW
 AX0626'THE LEVEL OF THE SPEAKS ROAD, AND ON THE TOP OF A 4 FOOT COPPER COATED
 AX0626'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK PROJECTS 1
 AX0626'INCH ABOVE THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE
 AX0626'THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0828 ***********************************************************************
 AB0828  DESIGNATION -  D 12
 AB0828  PID         -  AB0828
 AB0828  STATE/COUNTY-  TX/CAMERON
 AB0828  USGS QUAD   -  HARLINGEN (1983)
 AB0828
 AB0828                         *CURRENT SURVEY CONTROL
 AB0828  ___________________________________________________________________
 AB0828* NAD 83(1986)-  26 07 38.     (N)    097 43 40.     (W)     SCALED    
 AB0828* NAVD 88     -        14.152  (meters)      46.43   (feet)  ADJUSTED  
 AB0828  ___________________________________________________________________
 AB0828  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0828  DYNAMIC HT  -          14.130 (meters)      46.36  (feet)  COMP
 AB0828  MODELED GRAV-     979,026.4   (mgal)                       NAVD 88
 AB0828
 AB0828  VERT ORDER  -  SECOND    CLASS 0
 AB0828
 AB0828.The horizontal coordinates were scaled from a topographic map and have
 AB0828.an estimated accuracy of +/- 6 seconds.
 AB0828
 AB0828.The orthometric height was determined by differential leveling
 AB0828.and adjusted by the National Geodetic Survey in June 1991..
 AB0828
 AB0828.The geoid height was determined by GEOID03.
 AB0828
 AB0828.The dynamic height is computed by dividing the NAVD 88
 AB0828.geopotential number by the normal gravity value computed on the
 AB0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0828.degrees latitude (g = 980.6199 gals.).
 AB0828
 AB0828.The modeled gravity was interpolated from observed gravity values.
 AB0828
 AB0828;                    North         East    Units  Estimated Accuracy
 AB0828;SPC TX S     - 5,051,260.      377,230.      MT  (+/- 180 meters Scaled)
 AB0828
 AB0828                          SUPERSEDED SURVEY CONTROL
 AB0828
 AB0828  NGVD 29 (??/??/92)   14.261  (m)           46.79   (f) ADJ UNCH    2 0
 AB0828
 AB0828.Superseded values are not recommended for survey control.
 AB0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0828.See file dsdata.txt to determine how the superseded data were derived.
 AB0828
 AB0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP271903(NAD 83)
 AB0828_MARKER: DD = SURVEY DISK
 AB0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0828_SP_SET: CULVERT
 AB0828_STAMPING: D 12 46.50
 AB0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0828
 AB0828  HISTORY     - Date     Condition        Report By
 AB0828  HISTORY     - UNK      MONUMENTED
 AB0828  HISTORY     - 1942     GOOD             NGS
 AB0828
 AB0828                          STATION DESCRIPTION
 AB0828
 AB0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0828'2.2 MI N FROM RANGERVILLE.
 AB0828'2.2 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0828'RANGERVILLE, CAMERON COUNTY, 63 YARDS NORTH ACROSS THE ROAD FROM REA
 AB0828'CO-OP POLE NO. 15-154, AT A CONCRETE-BOX CULVERT UNDER THE ROAD, IN
 AB0828'THE CENTER OF THE TOP OF THE EAST HEADWALL, 19 FEET EAST OF THE
 AB0828'CENTERLINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A
 AB0828'CAMERON COUNTY STANDARD DISK, STAMPED D 12 46.50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0183 ***********************************************************************
 CT0183  DESIGNATION -  D 12
 CT0183  PID         -  CT0183
 CT0183  STATE/COUNTY-  TX/EASTLAND
 CT0183  USGS QUAD   -  EASTLAND (1987)
 CT0183
 CT0183                         *CURRENT SURVEY CONTROL
 CT0183  ___________________________________________________________________
 CT0183* NAD 83(1986)-  32 24 24.     (N)    098 49 07.     (W)     SCALED    
 CT0183* NAVD 88     -       436.046  (meters)    1430.59   (feet)  ADJUSTED  
 CT0183  ___________________________________________________________________
 CT0183  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CT0183  DYNAMIC HT  -         435.488 (meters)    1428.76  (feet)  COMP
 CT0183  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 CT0183
 CT0183  VERT ORDER  -  FIRST     CLASS II
 CT0183
 CT0183.The horizontal coordinates were scaled from a topographic map and have
 CT0183.an estimated accuracy of +/- 6 seconds.
 CT0183
 CT0183.The orthometric height was determined by differential leveling
 CT0183.and adjusted by the National Geodetic Survey in June 1991..
 CT0183
 CT0183.The geoid height was determined by GEOID03.
 CT0183
 CT0183.The dynamic height is computed by dividing the NAVD 88
 CT0183.geopotential number by the normal gravity value computed on the
 CT0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0183.degrees latitude (g = 980.6199 gals.).
 CT0183
 CT0183.The modeled gravity was interpolated from observed gravity values.
 CT0183
 CT0183;                    North         East    Units  Estimated Accuracy
 CT0183;SPC TXNC     - 2,082,110.      570,030.      MT  (+/- 180 meters Scaled)
 CT0183
 CT0183                          SUPERSEDED SURVEY CONTROL
 CT0183
 CT0183  NGVD 29 (??/??/92)  435.909  (m)         1430.14   (f) ADJ UNCH    1 2
 CT0183
 CT0183.Superseded values are not recommended for survey control.
 CT0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0183.See file dsdata.txt to determine how the superseded data were derived.
 CT0183
 CT0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA170855(NAD 83)
 CT0183_MARKER: Z = SEE DESCRIPTION
 CT0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0183_SP_SET: CONCRETE SLAB
 CT0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0183
 CT0183  HISTORY     - Date     Condition        Report By
 CT0183  HISTORY     - UNK      MONUMENTED       CGS
 CT0183  HISTORY     - 1955     GOOD             NGS
 CT0183  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0183  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0183
 CT0183                          STATION DESCRIPTION
 CT0183
 CT0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CT0183'IN EASTLAND.
 CT0183'AT EASTLAND, 175 FEET NORTH OF THE NORTHWEST CORNER OF THE BRICK PART
 CT0183'OF THE TEXAS AND PACIFIC RAILROAD STATION, 135.5 FEET NORTH OF THE
 CT0183'NORTH RAIL OF THE MAIN TRACK, 147 FEET SOUTH OF A FENCE AROUND A GROUP
 CT0183'OF HUMBLE OIL COMPANY TANKS, 51 FEET NORTH OF A FENCE, 3 FEET SOUTH OF
 CT0183'A WITNESS POST, IN THE TOP OF A STONE POST WHICH IS FLUSH WITH THE
 CT0183'GROUND, SURROUNDED BY THE LETTERS USBM.  THERE IS A 4X4 FOOT CONCRETE
 CT0183'SLAB AROUND THE STONE POST.
 CT0183
 CT0183                          STATION RECOVERY (1983)
 CT0183
 CT0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0183'MARK NOT FOUND.
 CT0183
 CT0183                          STATION RECOVERY (2002)
 CT0183
 CT0183'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0211 ***********************************************************************
 BN0211  DESIGNATION -  D 120
 BN0211  PID         -  BN0211
 BN0211  STATE/COUNTY-  TX/LLANO
 BN0211  USGS QUAD   -  SCOTTS CROSSING (1960)
 BN0211
 BN0211                         *CURRENT SURVEY CONTROL
 BN0211  ___________________________________________________________________
 BN0211* NAD 83(1986)-  30 43 45.     (N)    098 45 10.     (W)     SCALED    
 BN0211* NAVD 88     -       352.566  (meters)    1156.71   (feet)  ADJUSTED  
 BN0211  ___________________________________________________________________
 BN0211  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 BN0211  DYNAMIC HT  -         352.099 (meters)    1155.18  (feet)  COMP
 BN0211  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 BN0211
 BN0211  VERT ORDER  -  SECOND    CLASS 0
 BN0211
 BN0211.The horizontal coordinates were scaled from a topographic map and have
 BN0211.an estimated accuracy of +/- 6 seconds.
 BN0211
 BN0211.The orthometric height was determined by differential leveling
 BN0211.and adjusted by the National Geodetic Survey in June 1991..
 BN0211
 BN0211.The geoid height was determined by GEOID03.
 BN0211
 BN0211.The dynamic height is computed by dividing the NAVD 88
 BN0211.geopotential number by the normal gravity value computed on the
 BN0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0211.degrees latitude (g = 980.6199 gals.).
 BN0211
 BN0211.The modeled gravity was interpolated from observed gravity values.
 BN0211
 BN0211;                    North         East    Units  Estimated Accuracy
 BN0211;SPC TX C     - 3,118,860.      851,350.      MT  (+/- 180 meters Scaled)
 BN0211
 BN0211                          SUPERSEDED SURVEY CONTROL
 BN0211
 BN0211  NGVD 29 (??/??/92)  352.521  (m)         1156.56   (f) ADJ UNCH    2 0
 BN0211
 BN0211.Superseded values are not recommended for survey control.
 BN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0211.See file dsdata.txt to determine how the superseded data were derived.
 BN0211
 BN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU236996(NAD 83)
 BN0211_MARKER: DB = BENCH MARK DISK
 BN0211_SETTING: 80 = SET IN A BOULDER
 BN0211_SP_SET: BOULDER
 BN0211_STAMPING: D-120 1933
 BN0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0211+STABILITY: SURFACE MOTION
 BN0211
 BN0211  HISTORY     - Date     Condition        Report By
 BN0211  HISTORY     - 1933     MONUMENTED       CGS
 BN0211
 BN0211                          STATION DESCRIPTION
 BN0211
 BN0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0211'5.1 MI W FROM LLANO.
 BN0211'ALONG THE LLANO-MASON ROAD ABOUT 0.7 MILE EAST OF SIX MILE CREEK AND
 BN0211'100 YARDS EAST OF SUMMIT OF SMALL RISE AND 35 FT. NORTH OF THE
 BN0211'CENTERLINE OF THE ROAD AND 75 FT. SOUTHWEST OF A 36 IN. OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0223 ***********************************************************************
 BL0223  DESIGNATION -  D 1200
 BL0223  PID         -  BL0223
 BL0223  STATE/COUNTY-  TX/JEFFERSON
 BL0223  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0223
 BL0223                         *CURRENT SURVEY CONTROL
 BL0223  ___________________________________________________________________
 BL0223* NAD 83(1993)-  30 03 53.20664(N)    094 12 33.97216(W)     ADJUSTED  
 BL0223* NAVD 88     -         9.302  (meters)      30.52   (feet)  ADJUSTED  
 BL0223  ___________________________________________________________________
 BL0223  X           -    -405,522.655 (meters)                     COMP
 BL0223  Y           -  -5,509,743.706 (meters)                     COMP
 BL0223  Z           -   3,176,581.598 (meters)                     COMP
 BL0223  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BL0223  ELLIP HEIGHT-         -18.06  (meters)          (02/16/96) GPS OBS
 BL0223  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0223  DYNAMIC HT  -           9.289 (meters)      30.48  (feet)  COMP
 BL0223  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 BL0223
 BL0223  HORZ ORDER  -  THIRD
 BL0223  VERT ORDER  -  FIRST     CLASS I
 BL0223  ELLP ORDER  -  FIFTH     CLASS I
 BL0223
 BL0223.The horizontal coordinates were established by GPS observations
 BL0223.and adjusted by the National Geodetic Survey in February 1996..
 BL0223
 BL0223.The orthometric height was determined by differential leveling
 BL0223.and adjusted by the National Geodetic Survey in June 1991..
 BL0223
 BL0223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL0223
 BL0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0223
 BL0223.The ellipsoidal height was determined by GPS observations
 BL0223.and is referenced to NAD 83.
 BL0223
 BL0223.The geoid height was determined by GEOID03.
 BL0223
 BL0223.The dynamic height is computed by dividing the NAVD 88
 BL0223.geopotential number by the normal gravity value computed on the
 BL0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0223.degrees latitude (g = 980.6199 gals.).
 BL0223
 BL0223.The modeled gravity was interpolated from observed gravity values.
 BL0223
 BL0223;                    North         East     Units Scale Factor Converg.
 BL0223;SPC TXSC     - 4,256,768.416 1,061,768.186   MT  0.99994417   +2 20 49.0
 BL0223;SPC TXSC     -13,965,747.71  3,483,484.46   sFT  0.99994417   +2 20 49.0
 BL0223;UTM  15      - 3,326,579.947   383,424.119   MT  0.99976766   -0 36 21.5
 BL0223
 BL0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0223!SPC TXSC     -   1.00000284  x   0.99994417  =   0.99994701
 BL0223!UTM  15      -   1.00000284  x   0.99976766  =   0.99977050
 BL0223
 BL0223:                Primary Azimuth Mark                     Grid Az
 BL0223:SPC TXSC     -  BEAUPORT                                 322 05 55.1
 BL0223:UTM  15      -  BEAUPORT                                 325 03 05.6
 BL0223
 BL0223|---------------------------------------------------------------------|
 BL0223| PID    Reference Object                     Distance      Geod. Az  |
 BL0223|                                                           dddmmss.s |
 BL0223| BL2310 BEAUPORT                            APPROX. 0.6 KM 3242644.1 |
 BL0223|---------------------------------------------------------------------|
 BL0223
 BL0223                          SUPERSEDED SURVEY CONTROL
 BL0223
 BL0223  NAD 83(1993)-  30 03 53.22131(N)    094 12 33.95878(W) AD(       ) 3
 BL0223  ELLIP H (01/21/93)  -18.25   (m)                       GP(       ) 4 2
 BL0223  NAD 83(1986)-  30 03 53.22379(N)    094 12 33.95617(W) AD(       ) 3
 BL0223  NAD 27      -  30 03 52.44957(N)    094 12 33.29175(W) AD(       ) 3
 BL0223  NGVD 29 (??/??/92)    9.320  (m)           30.58   (f) ADJ UNCH    1 1
 BL0223
 BL0223.Superseded values are not recommended for survey control.
 BL0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0223.See file dsdata.txt to determine how the superseded data were derived.
 BL0223
 BL0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8342426580(NAD 83)
 BL0223_MARKER: DB = BENCH MARK DISK
 BL0223_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL0223+WITH SETTING: INFORMATION.
 BL0223_SP_SET: METAL ROD DRIVEN INTO GROUND
 BL0223_STAMPING: D 1200 1972
 BL0223_MARK LOGO: NGS   
 BL0223_MAGNETIC: I = MARKER IS A STEEL ROD
 BL0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0223+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 BL0223
 BL0223  HISTORY     - Date     Condition        Report By
 BL0223  HISTORY     - 1972     MONUMENTED       NGS
 BL0223  HISTORY     - 1984     GOOD             USPSQD
 BL0223  HISTORY     - 19870815 GOOD             USPSQD
 BL0223  HISTORY     - 1988     GOOD             USPSQD
 BL0223  HISTORY     - 1988     GOOD             USPSQD
 BL0223  HISTORY     - 19880322 GOOD             NGS
 BL0223  HISTORY     - 1989     GOOD             USPSQD
 BL0223  HISTORY     - 1990     GOOD             USPSQD
 BL0223  HISTORY     - 19900207 GOOD             USPSQD
 BL0223  HISTORY     - 19940730 GOOD             USPSQD
 BL0223  HISTORY     - 20010331 GOOD             NGS
 BL0223  HISTORY     - 20010709 GOOD             JCLS
 BL0223  HISTORY     - 20020128 GOOD             NGS
 BL0223  HISTORY     - 20040728 GOOD             DEWDAV
 BL0223
 BL0223                          STATION DESCRIPTION
 BL0223
 BL0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0223'1.20 MI W FROM AMELIA.
 BL0223'1.20 MILES WEST ALONG US HWY. 90 FROM THE INTERSECTION OF STATE HWY.
 BL0223'364 AT AMELIA, NEAR THE SOUTHEAST CORNER OF THE BEAUMONT MUNICIPAL
 BL0223'AIRPORT, 126.7 FEET SOUTHWEST OF AND ACROSS THE WESTBOUND LANE OF THE
 BL0223'HWY. FROM BENCH MARK P 901 RESET 1965, IN THE MEDIAN BETWEEN THE TWO
 BL0223'LANES OF THE HWY., 121.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BL0223'EASTBOUND LANE BRIDGE OVER THE PORT ARTHUR FRESH WATER CANAL, 50.5
 BL0223'FEET WEST OF THE EXTENDED CENTER LINE OF KEITH RD., 45 FEET SOUTH OF
 BL0223'THE CENTER LINE OF THE WESTBOUND LANE OF THE HWY., 1 FOOT SOUTHEAST OF
 BL0223'A WOODEN GUARDRAIL POST, 0.8 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 BL0223'1 1/2 FEET BELOW THE LEVEL OF THE HWY. AND IS A DISK ON TOP OF A
 BL0223'4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD 0.1 FOOT BELOW THE
 BL0223'SURFACE OF THE GROUND AND PROTECTED BY A 6-INCH METAL PIPE WHICH
 BL0223'PROJECTS 0.2 FOOT.
 BL0223
 BL0223                          STATION RECOVERY (1984)
 BL0223
 BL0223'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0223'RECOVERED IN GOOD CONDITION.
 BL0223
 BL0223                          STATION RECOVERY (1987)
 BL0223
 BL0223'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0223'RECOVERED IN GOOD CONDITION.
 BL0223
 BL0223                          STATION RECOVERY (1988)
 BL0223
 BL0223'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0223'RECOVERED IN GOOD CONDITION.
 BL0223
 BL0223                          STATION RECOVERY (1988)
 BL0223
 BL0223'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0223'RECOVERED IN GOOD CONDITION.
 BL0223
 BL0223                          STATION RECOVERY (1988)
 BL0223
 BL0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BL0223'RECOVERED IN GOOD CONDITION.
 BL0223
 BL0223                          STATION RECOVERY (1989)
 BL0223
 BL0223'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0223'RECOVERED IN GOOD CONDITION.
 BL0223
 BL0223                          STATION RECOVERY (1990)
 BL0223
 BL0223'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0223'RECOVERED IN GOOD CONDITION.
 BL0223
 BL0223                          STATION RECOVERY (1990)
 BL0223
 BL0223'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0223'RECOVERED IN GOOD CONDITION.
 BL0223
 BL0223                          STATION RECOVERY (1994)
 BL0223
 BL0223'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0223'RECOVERED IN GOOD CONDITION.
 BL0223
 BL0223                          STATION RECOVERY (2001)
 BL0223
 BL0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0223'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0223
 BL0223                          STATION RECOVERY (2001)
 BL0223
 BL0223'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BL0223'RECOVERED IN GOOD CONDITION.
 BL0223
 BL0223                          STATION RECOVERY (2002)
 BL0223
 BL0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0223'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0223
 BL0223                          STATION RECOVERY (2004)
 BL0223
 BL0223'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BL0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0377 ***********************************************************************
 BL0377  DESIGNATION -  D 1202
 BL0377  PID         -  BL0377
 BL0377  STATE/COUNTY-  TX/LIBERTY
 BL0377  USGS QUAD   -  LIBERTY (1984)
 BL0377
 BL0377                         *CURRENT SURVEY CONTROL
 BL0377  ___________________________________________________________________
 BL0377* NAD 83(1986)-  30 03 31.     (N)    094 49 17.     (W)     SCALED    
 BL0377* NAVD 88     -        10.013  (meters)      32.85   (feet)  ADJUSTED  
 BL0377  ___________________________________________________________________
 BL0377  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0377  DYNAMIC HT  -          10.000 (meters)      32.81  (feet)  COMP
 BL0377  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 BL0377  OBS GRAVITY -     979,308.0   (mgal)                       GRAV_OBS
 BL0377
 BL0377  VERT ORDER  -  FIRST     CLASS I
 BL0377
 BL0377.The horizontal coordinates were scaled from a topographic map and have
 BL0377.an estimated accuracy of +/- 6 seconds.
 BL0377
 BL0377.The orthometric height was determined by differential leveling
 BL0377.and adjusted by the National Geodetic Survey in June 1991..
 BL0377
 BL0377.The geoid height was determined by GEOID03.
 BL0377
 BL0377.The dynamic height is computed by dividing the NAVD 88
 BL0377.geopotential number by the normal gravity value computed on the
 BL0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0377.degrees latitude (g = 980.6199 gals.).
 BL0377
 BL0377.The modeled gravity was interpolated from observed gravity values.
 BL0377.The observed gravity was obtained from relative gravimeter ties
 BL0377.to the IGSN71 gravity network.
 BL0377
 BL0377;                    North         East    Units  Estimated Accuracy
 BL0377;SPC TX C     - 3,056,620.    1,231,310.      MT  (+/- 180 meters Scaled)
 BL0377
 BL0377                          SUPERSEDED SURVEY CONTROL
 BL0377
 BL0377  NGVD 29 (12/23/87)   10.015  (m)           32.86   (f) ADJUSTED    1 1
 BL0377
 BL0377.Superseded values are not recommended for survey control.
 BL0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0377.See file dsdata.txt to determine how the superseded data were derived.
 BL0377
 BL0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP244266(NAD 83)
 BL0377_MARKER: DB = BENCH MARK DISK
 BL0377_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL0377_SP_SET: BRIDGE GUARDRAIL BASE
 BL0377_STAMPING: D 1202 1972
 BL0377_MARK LOGO: NGS   
 BL0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0377+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 BL0377
 BL0377  HISTORY     - Date     Condition        Report By
 BL0377  HISTORY     - 1972     MONUMENTED       NGS
 BL0377  HISTORY     - 1973     GOOD             NGS
 BL0377  HISTORY     - 1987     GOOD             NGS
 BL0377  HISTORY     - 1988     GOOD             USPSQD
 BL0377  HISTORY     - 1989     GOOD             USPSQD
 BL0377  HISTORY     - 1990     GOOD             USPSQD
 BL0377  HISTORY     - 19960801 GOOD             USPSQD
 BL0377  HISTORY     - 20040221 GOOD             USPSQD
 BL0377  HISTORY     - 20050216 MARK NOT FOUND   USPSQD
 BL0377  HISTORY     - 20050228 GOOD             USPSQD
 BL0377
 BL0377                          STATION DESCRIPTION
 BL0377
 BL0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0377'1.6 MI W FROM LIBERTY.
 BL0377'ABOUT 1.6 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE EAST JUNCTION OF
 BL0377'STATE HIGHWAY 146 AT LIBERTY, 15 FEET NORTH OF THE CENTER LINE OF THE
 BL0377'WESTBOUND LANE OF THE HIGHWAY, SET IN TOP OF THE WEST END OF THE NORTH
 BL0377'CONCRETE GUARDRAIL BASE FOR THE WESTBOUND TRAFFIC ACROSS THE TRINITY
 BL0377'RIVER BRIDGE, 1.3 FEET EAST OF THE WEST END OF THE GUARDRAIL BASE AND
 BL0377'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BL0377
 BL0377                          STATION RECOVERY (1987)
 BL0377
 BL0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0377'RECOVERED IN GOOD CONDITION.
 BL0377
 BL0377                          STATION RECOVERY (1988)
 BL0377
 BL0377'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0377'RECOVERED IN GOOD CONDITION.
 BL0377
 BL0377                          STATION RECOVERY (1989)
 BL0377
 BL0377'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0377'RECOVERED IN GOOD CONDITION.
 BL0377
 BL0377                          STATION RECOVERY (1990)
 BL0377
 BL0377'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0377'RECOVERED IN GOOD CONDITION.
 BL0377
 BL0377                          STATION RECOVERY (1996)
 BL0377
 BL0377'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0377'RECOVERED IN GOOD CONDITION.
 BL0377
 BL0377                          STATION RECOVERY (2004)
 BL0377
 BL0377'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0377'RECOVERED IN GOOD CONDITION.
 BL0377
 BL0377                          STATION RECOVERY (2005)
 BL0377
 BL0377'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0377'MARK NOT FOUND.
 BL0377
 BL0377                          STATION RECOVERY (2005)
 BL0377
 BL0377'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1312 ***********************************************************************
 AW1312  DESIGNATION -  D 1204
 AW1312  PID         -  AW1312
 AW1312  STATE/COUNTY-  TX/GALVESTON
 AW1312  USGS QUAD   -  TEXAS CITY (1994)
 AW1312
 AW1312                         *CURRENT SURVEY CONTROL
 AW1312  ___________________________________________________________________
 AW1312* NAD 83(1986)-  29 27 22.     (N)    094 57 41.     (W)     SCALED    
 AW1312* NAVD 88     -         2.45   (+/-2cm)       8.0    (feet)  VERTCON   
 AW1312  ___________________________________________________________________
 AW1312  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW1312
 AW1312  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1312
 AW1312.The horizontal coordinates were scaled from a topographic map and have
 AW1312.an estimated accuracy of +/- 6 seconds.
 AW1312
 AW1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1312.The vertical order pertains to the NGVD 29 superseded value.
 AW1312
 AW1312.The geoid height was determined by GEOID03.
 AW1312
 AW1312;                    North         East    Units  Estimated Accuracy
 AW1312;SPC TXSC     - 4,186,610.      991,650.      MT  (+/- 180 meters Scaled)
 AW1312
 AW1312                          SUPERSEDED SURVEY CONTROL
 AW1312
 AW1312  NGVD 29 (??/??/92)    2.451  (m)            8.04   (f) ADJ UNCH    1 2
 AW1312
 AW1312.Superseded values are not recommended for survey control.
 AW1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1312.See file dsdata.txt to determine how the superseded data were derived.
 AW1312
 AW1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN097601(NAD 83)
 AW1312_MARKER: DB = BENCH MARK DISK
 AW1312_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1312_SP_SET: 16 FT.
 AW1312_STAMPING: D 1204 1973
 AW1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1312
 AW1312  HISTORY     - Date     Condition        Report By
 AW1312  HISTORY     - 1973     MONUMENTED       NGS
 AW1312  HISTORY     - 1978     GOOD             NGS
 AW1312  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1312  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1312  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW1312
 AW1312                          STATION DESCRIPTION
 AW1312
 AW1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1312'7.6 MI SE FROM KEMAH.
 AW1312'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 AW1312'KEMAH, THENCE 0.6 MILE EAST ALONG A GRAVELED ROAD ALONG A LEVEE, 89.0
 AW1312'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 22.0 FEET SOUTHWEST OF
 AW1312'THE CENTER OF A GATE, 3.6 FEET SOUTHEAST OF A FENCE, 1.0 FOOT
 AW1312'NORTHEAST OF A T JUNCTION FENCE POST, 1.0 FOOT NORTHWEST OF A WITNESS
 AW1312'POST, ABOUT 8 1/2 FEET LOWER THAN THE ROAD, A DISK ON THE TOP OF A
 AW1312'5/8-INCH COPPER COATED ROD DRIVEN TO SUDDEN REFUSAL AT A DEPTH OF 16
 AW1312'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH IRON PIPE
 AW1312'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AW1312
 AW1312                          STATION RECOVERY (1978)
 AW1312
 AW1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1312'RECOVERED IN GOOD CONDITION.
 AW1312
 AW1312                          STATION RECOVERY (1986)
 AW1312
 AW1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1312'NOT RECOVERED, NO EVIDENCE OF THE MARK WAS FOUND.
 AW1312
 AW1312                          STATION RECOVERY (1994)
 AW1312
 AW1312'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1312'MARK NOT FOUND.
 AW1312
 AW1312                          STATION RECOVERY (2004)
 AW1312
 AW1312'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1740 ***********************************************************************
 AW1740  DESIGNATION -  D 1205
 AW1740  PID         -  AW1740
 AW1740  STATE/COUNTY-  TX/HARRIS
 AW1740  USGS QUAD   -  LA PORTE (1982)
 AW1740
 AW1740                         *CURRENT SURVEY CONTROL
 AW1740  ___________________________________________________________________
 AW1740* NAD 83(1986)-  29 41 35.     (N)    095 03 18.     (W)     SCALED    
 AW1740* NAVD 88     -         6.97   (+/-2cm)      22.9    (feet)  VERTCON   
 AW1740  ___________________________________________________________________
 AW1740  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1740  OBS GRAVITY -     979,281.7   (mgal)                       GRAV_OBS
 AW1740
 AW1740  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1740
 AW1740.The horizontal coordinates were scaled from a topographic map and have
 AW1740.an estimated accuracy of +/- 6 seconds.
 AW1740
 AW1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1740.The vertical order pertains to the NGVD 29 superseded value.
 AW1740
 AW1740.The geoid height was determined by GEOID03.
 AW1740.The observed gravity was obtained from relative gravimeter ties
 AW1740.to the IGSN71 gravity network.
 AW1740
 AW1740;                    North         East    Units  Estimated Accuracy
 AW1740;SPC TXSC     - 4,212,550.      981,690.      MT  (+/- 180 meters Scaled)
 AW1740
 AW1740                          SUPERSEDED SURVEY CONTROL
 AW1740
 AW1740  NGVD 29 (??/??/??)    6.964  (m)           22.85   (f) ADJUSTED    1 1
 AW1740
 AW1740.Superseded values are not recommended for survey control.
 AW1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1740.See file dsdata.txt to determine how the superseded data were derived.
 AW1740
 AW1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN011865(NAD 83)
 AW1740_MARKER: DB = BENCH MARK DISK
 AW1740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1740_SP_SET: CULVERT
 AW1740_STAMPING: D 1205 1973
 AW1740_MARK LOGO: NGS   
 AW1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1740
 AW1740  HISTORY     - Date     Condition        Report By
 AW1740  HISTORY     - 1973     MONUMENTED       NGS
 AW1740  HISTORY     - 1976     GOOD             NGS
 AW1740  HISTORY     - 1976     GOOD             NGS
 AW1740  HISTORY     - 1978     GOOD             NGS
 AW1740  HISTORY     - 1983     GOOD             NGS
 AW1740  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1740  HISTORY     - 1987     POOR             USPSQD
 AW1740  HISTORY     - 1987     POOR             USPSQD
 AW1740  HISTORY     - 1987     POOR             USPSQD
 AW1740  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1740  HISTORY     - 1987     POOR             USPSQD
 AW1740  HISTORY     - 1988     POOR             USPSQD
 AW1740  HISTORY     - 1989     POOR             USPSQD
 AW1740  HISTORY     - 1989     POOR             USPSQD
 AW1740  HISTORY     - 1990     POOR             USPSQD
 AW1740  HISTORY     - 19931120 MARK NOT FOUND   USPSQD
 AW1740
 AW1740                          STATION DESCRIPTION
 AW1740
 AW1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1740'3.55 MI NW FROM LA PORTE.
 AW1740'ABOUT 0.6 MILE WEST ALONG WEST MAIN ST. FROM THE INTERSECTION WITH
 AW1740'BROADWAY AND SAN JACINTO AVE. AT LA PORTE, THENCE 1.5 MILES NORTH
 AW1740'ALONG STATE HIGHWAY 146, THENCE 1.45 MILES WEST ALONG STATE HIGHWAY
 AW1740'225, ABOUT 18 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANE OF THE
 AW1740'HIGHWAY (WHICH WILL BE A FUTURE SERVICE ROAD UPON COMPLETION OF
 AW1740'CONSTRUCTION OF THE HIGHWAY), SET IN THE TOP OF THE EAST END OF THE
 AW1740'SOUTH CONCRETE HEADWALL OF A 4-CHANNEL CONCRETE CULVERT, AND ABOUT
 AW1740'LEVEL WITH THE HIGHWAY.
 AW1740
 AW1740                          STATION RECOVERY (1976)
 AW1740
 AW1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1740'RECOVERED IN GOOD CONDITION.
 AW1740
 AW1740                          STATION RECOVERY (1976)
 AW1740
 AW1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1740'RECOVERED IN GOOD CONDITION.
 AW1740
 AW1740                          STATION RECOVERY (1978)
 AW1740
 AW1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1740'RECOVERED IN GOOD CONDITION.
 AW1740
 AW1740                          STATION RECOVERY (1983)
 AW1740
 AW1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1740'RECOVERED IN GOOD CONDITION.
 AW1740
 AW1740                          STATION RECOVERY (1986)
 AW1740
 AW1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1740'NOT RECOVERED, ONLY THE SHANK OF DISK REMAINS, CONSIDER DESTROYED.
 AW1740
 AW1740                          STATION RECOVERY (1987)
 AW1740
 AW1740'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1740'MARK RECOVERED IN POOR CONDITION.
 AW1740
 AW1740                          STATION RECOVERY (1987)
 AW1740
 AW1740'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1740'MARK RECOVERED IN POOR CONDITION.
 AW1740
 AW1740                          STATION RECOVERY (1987)
 AW1740
 AW1740'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1740'MARK RECOVERED IN POOR CONDITION.
 AW1740
 AW1740                          STATION RECOVERY (1987)
 AW1740
 AW1740'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1740'MARK NOT FOUND.
 AW1740
 AW1740                          STATION RECOVERY (1987)
 AW1740
 AW1740'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1740'MARK RECOVERED IN POOR CONDITION.
 AW1740
 AW1740                          STATION RECOVERY (1988)
 AW1740
 AW1740'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1740'MARK RECOVERED IN POOR CONDITION.
 AW1740
 AW1740                          STATION RECOVERY (1989)
 AW1740
 AW1740'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1740'MARK RECOVERED IN POOR CONDITION.
 AW1740
 AW1740                          STATION RECOVERY (1989)
 AW1740
 AW1740'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1740'MARK RECOVERED IN POOR CONDITION.
 AW1740
 AW1740                          STATION RECOVERY (1990)
 AW1740
 AW1740'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1740'MARK RECOVERED IN POOR CONDITION.
 AW1740
 AW1740                          STATION RECOVERY (1993)
 AW1740
 AW1740'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0047 ***********************************************************************
 AN0047  DESIGNATION -  D 1206
 AN0047  PID         -  AN0047
 AN0047  STATE/COUNTY-  TX/MATAGORDA
 AN0047  USGS QUAD   -  MIDFIELD (1995)
 AN0047
 AN0047                         *CURRENT SURVEY CONTROL
 AN0047  ___________________________________________________________________
 AN0047* NAD 83(1986)-  28 53 10.     (N)    096 09 01.     (W)     SCALED    
 AN0047* NAVD 88     -         9.92   (+/-2cm)      32.5    (feet)  VERTCON   
 AN0047  ___________________________________________________________________
 AN0047  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0047
 AN0047  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0047
 AN0047.The horizontal coordinates were scaled from a topographic map and have
 AN0047.an estimated accuracy of +/- 6 seconds.
 AN0047
 AN0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0047.The vertical order pertains to the NGVD 29 superseded value.
 AN0047
 AN0047.The geoid height was determined by GEOID03.
 AN0047
 AN0047;                    North         East    Units  Estimated Accuracy
 AN0047;SPC TXSC     - 4,120,060.      877,920.      MT  (+/- 180 meters Scaled)
 AN0047
 AN0047                          SUPERSEDED SURVEY CONTROL
 AN0047
 AN0047  NGVD 29 (??/??/92)    9.962  (m)           32.68   (f) ADJ UNCH    1 1
 AN0047
 AN0047.Superseded values are not recommended for survey control.
 AN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0047.See file dsdata.txt to determine how the superseded data were derived.
 AN0047
 AN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS779987(NAD 83)
 AN0047_MARKER: DB = BENCH MARK DISK
 AN0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0047_STAMPING: D 1206 1972
 AN0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0047+STABILITY: SURFACE MOTION
 AN0047
 AN0047  HISTORY     - Date     Condition        Report By
 AN0047  HISTORY     - 1972     MONUMENTED       NGS
 AN0047  HISTORY     - 1978     GOOD             NGS
 AN0047  HISTORY     - 1991     GOOD             USPSQD
 AN0047
 AN0047                          STATION DESCRIPTION
 AN0047
 AN0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0047'4.1 MI E FROM BLESSING.
 AN0047'4.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0047'OF THE SOUTHERN PACIFIC RAILROAD AT BLESSING, 0.65 MILE WEST OF THE
 AN0047'CROSSING OF FARM ROAD 1095 AT ELMATON, AT THE CROSSING OF A PRIVATE
 AN0047'ROAD NORTH TO A HOUSE, 7 FEET NORTHEAST OF MILEPOLE 269, 47.0 FEET
 AN0047'NORTH OF THE NORTH RAIL, 12 1/2 FEET WEST OF THE CENTER LINE OF A
 AN0047'DRIVEWAY, 15 1/2 FEET SOUTH OF A POWER POLE WITH TWO GUY WIRES, 1 FOOT
 AN0047'SOUTH OF A FENCE CORNER POST, 14 1/2 FEET NORTH OF THE NORTH END OF A
 AN0047'24-INCH PIPE CULVERT UNDER THE DRIVEWAY, 2.1 FEET NORTH OF A WITNESS
 AN0047'POST, ABOUT 2 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A
 AN0047'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 30
 AN0047'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 AN0047'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AN0047
 AN0047                          STATION RECOVERY (1978)
 AN0047
 AN0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0047'RECOVERED IN GOOD CONDITION.
 AN0047
 AN0047                          STATION RECOVERY (1991)
 AN0047
 AN0047'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0011 ***********************************************************************
 AN0011  DESIGNATION -  D 1207
 AN0011  PID         -  AN0011
 AN0011  STATE/COUNTY-  TX/JACKSON
 AN0011  USGS QUAD   -  LA WARD (1995)
 AN0011
 AN0011                         *CURRENT SURVEY CONTROL
 AN0011  ___________________________________________________________________
 AN0011* NAD 83(1986)-  28 51 01.     (N)    096 23 43.     (W)     SCALED    
 AN0011* NAVD 88     -         8.83   (+/-2cm)      29.0    (feet)  VERTCON   
 AN0011  ___________________________________________________________________
 AN0011  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0011
 AN0011  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0011
 AN0011.The horizontal coordinates were scaled from a topographic map and have
 AN0011.an estimated accuracy of +/- 6 seconds.
 AN0011
 AN0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0011.The vertical order pertains to the NGVD 29 superseded value.
 AN0011
 AN0011.The geoid height was determined by GEOID03.
 AN0011
 AN0011;                    North         East    Units  Estimated Accuracy
 AN0011;SPC TXSC     - 4,115,540.      854,120.      MT  (+/- 180 meters Scaled)
 AN0011
 AN0011                          SUPERSEDED SURVEY CONTROL
 AN0011
 AN0011  NGVD 29 (??/??/92)    8.890  (m)           29.17   (f) ADJ UNCH    1 1
 AN0011
 AN0011.Superseded values are not recommended for survey control.
 AN0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0011.See file dsdata.txt to determine how the superseded data were derived.
 AN0011
 AN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS541941(NAD 83)
 AN0011_MARKER: DB = BENCH MARK DISK
 AN0011_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0011+WITH SETTING: INTO GROUND
 AN0011_STAMPING: D 1207 1972
 AN0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0011+STABILITY: SURFACE MOTION
 AN0011
 AN0011  HISTORY     - Date     Condition        Report By
 AN0011  HISTORY     - 1972     MONUMENTED       NGS
 AN0011  HISTORY     - 1978     GOOD             NGS
 AN0011  HISTORY     - 1991     GOOD             USPSQD
 AN0011
 AN0011                          STATION DESCRIPTION
 AN0011
 AN0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0011'4.2 MI E FROM LA WARD.
 AN0011'4.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0011'OF STATE HIGHWAY 172 AT LA WARD, 60 FEET SOUTH OF THE CENTER LINE OF
 AN0011'FARM-TO-MARKET ROAD 616, 166.8 FEET SOUTH AND ACROSS THE ROAD FROM THE
 AN0011'SOUTH RAIL, 0.8 FOOT NORTH OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS
 AN0011'POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 AN0011'COPPER COATED ROD 4-FOOT-LONG WITH A BASE PLATE ATTACHED. THE UPPER
 AN0011'PORTION OF THE ROD IS ENCASED IN A 4-INCH IRON PIPE PROJECTING 0.4
 AN0011'FOOT ABOVE THE GROUND.
 AN0011
 AN0011                          STATION RECOVERY (1978)
 AN0011
 AN0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0011'RECOVERED IN GOOD CONDITION.
 AN0011
 AN0011                          STATION RECOVERY (1991)
 AN0011
 AN0011'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0185 ***********************************************************************
 AW0185  DESIGNATION -  D 1208
 AW0185  PID         -  AW0185
 AW0185  STATE/COUNTY-  TX/HARRIS
 AW0185  USGS QUAD   -  PARK PLACE (1995)
 AW0185
 AW0185                         *CURRENT SURVEY CONTROL
 AW0185  ___________________________________________________________________
 AW0185* NAD 83(1986)-  29 39 04.     (N)    095 18 50.     (W)     SCALED    
 AW0185* NAVD 88     -        10.995  (meters)      36.07   (feet)  ADJUSTED  
 AW0185  ___________________________________________________________________
 AW0185  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW0185  DYNAMIC HT  -          10.980 (meters)      36.02  (feet)  COMP
 AW0185  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 AW0185  OBS GRAVITY -     979,279.4   (mgal)                       GRAV_OBS
 AW0185
 AW0185  VERT ORDER  -  FIRST     CLASS I
 AW0185
 AW0185.The horizontal coordinates were scaled from a topographic map and have
 AW0185.an estimated accuracy of +/- 6 seconds.
 AW0185
 AW0185.The orthometric height was determined by differential leveling
 AW0185.and adjusted by the National Geodetic Survey in June 1991..
 AW0185
 AW0185.The geoid height was determined by GEOID03.
 AW0185
 AW0185.The dynamic height is computed by dividing the NAVD 88
 AW0185.geopotential number by the normal gravity value computed on the
 AW0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0185.degrees latitude (g = 980.6199 gals.).
 AW0185
 AW0185.The modeled gravity was interpolated from observed gravity values.
 AW0185.The observed gravity was obtained from relative gravimeter ties
 AW0185.to the IGSN71 gravity network.
 AW0185
 AW0185;                    North         East    Units  Estimated Accuracy
 AW0185;SPC TXSC     - 4,207,080.      956,790.      MT  (+/- 180 meters Scaled)
 AW0185
 AW0185                          SUPERSEDED SURVEY CONTROL
 AW0185
 AW0185  NGVD 29 (12/23/87)   10.991  (m)           36.06   (f) ADJUSTED    1 1
 AW0185
 AW0185.Superseded values are not recommended for survey control.
 AW0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0185.See file dsdata.txt to determine how the superseded data were derived.
 AW0185
 AW0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN760823(NAD 83)
 AW0185_MARKER: DB = BENCH MARK DISK
 AW0185_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0185_SP_SET: HEADWALL
 AW0185_STAMPING: D 1208 1973
 AW0185_MARK LOGO: NGS   
 AW0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0185+STABILITY: SURFACE MOTION
 AW0185
 AW0185  HISTORY     - Date     Condition        Report By
 AW0185  HISTORY     - 1973     MONUMENTED       NGS
 AW0185  HISTORY     - 1974     GOOD             NGS
 AW0185  HISTORY     - 1978     GOOD             NGS
 AW0185  HISTORY     - 1978     GOOD             NGS
 AW0185  HISTORY     - 1986     GOOD             NGS
 AW0185  HISTORY     - 1987     GOOD             USPSQD
 AW0185  HISTORY     - 1987     GOOD             USPSQD
 AW0185  HISTORY     - 1987     GOOD             USPSQD
 AW0185  HISTORY     - 1988     GOOD             USPSQD
 AW0185  HISTORY     - 1988     GOOD             USPSQD
 AW0185  HISTORY     - 1989     GOOD             USPSQD
 AW0185  HISTORY     - 1989     GOOD             USPSQD
 AW0185  HISTORY     - 1989     GOOD             USPSQD
 AW0185  HISTORY     - 1989     GOOD             USPSQD
 AW0185  HISTORY     - 1989     GOOD             USPSQD
 AW0185  HISTORY     - 1989     GOOD             USPSQD
 AW0185  HISTORY     - 1989     GOOD             USPSQD
 AW0185  HISTORY     - 1990     GOOD             USPSQD
 AW0185  HISTORY     - 19950624 GOOD             USPSQD
 AW0185  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 AW0185  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW0185
 AW0185                          STATION DESCRIPTION
 AW0185
 AW0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0185'2.1 MI N FROM MYKAWA.
 AW0185'2.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0185'THE CROSSING OF ALMEDA-GENOA ROAD AT MYKAWA, AT THE MAIN ENTRANCE
 AW0185'(SOUTH ONE OF 2) TO THE HOUSTON LIGHTING AND POWER COMPANY GARDEN
 AW0185'VILLAS SUBSTATION, SET IN THE TOP AND 7.5 FEET EAST OF THE WEST END OF
 AW0185'THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER THE ENTRANCE ROAD,
 AW0185'109.4 FEET WEST AND ACROSS MYKAWA ROAD FROM THE WEST RAIL, 35 FEET
 AW0185'WEST OF THE CENTER LINE OF MYKAWA ROAD, 37.5 FEET NORTH OF THE CENTER
 AW0185'LINE OF THE ENTRANCE ROAD, ABOUT LEVEL WITH THE ROADS, AND ABOUT 3
 AW0185'FEET LOWER THAN THE RAIL.
 AW0185
 AW0185                          STATION RECOVERY (1974)
 AW0185
 AW0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1978)
 AW0185
 AW0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1978)
 AW0185
 AW0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1986)
 AW0185
 AW0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1987)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1987)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1987)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1988)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1988)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1989)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1989)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1989)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1989)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1989)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1989)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1989)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1990)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (1995)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0185'RECOVERED IN GOOD CONDITION.
 AW0185
 AW0185                          STATION RECOVERY (2003)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0185'MYKAWA IS BEING REBUILT INTO A 4 LANE EXPRESSWAY. THE WORK HAS REMOVED
 AW0185'ALL BENCH MARKS IN THIS AREA.
 AW0185
 AW0185                          STATION RECOVERY (2005)
 AW0185
 AW0185'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1146 ***********************************************************************
 AW1146  DESIGNATION -  D 1209
 AW1146  PID         -  AW1146
 AW1146  STATE/COUNTY-  TX/BRAZORIA
 AW1146  USGS QUAD   -  MUSTANG BAYOU (1974)
 AW1146
 AW1146                         *CURRENT SURVEY CONTROL
 AW1146  ___________________________________________________________________
 AW1146* NAD 83(1986)-  29 21 36.     (N)    095 12 51.     (W)     SCALED    
 AW1146* NAVD 88     -         8.21   (+/-2cm)      26.9    (feet)  VERTCON   
 AW1146  ___________________________________________________________________
 AW1146  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW1146
 AW1146  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1146
 AW1146.The horizontal coordinates were scaled from a topographic map and have
 AW1146.an estimated accuracy of +/- 6 seconds.
 AW1146
 AW1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1146.The vertical order pertains to the NGVD 29 superseded value.
 AW1146
 AW1146.The geoid height was determined by GEOID03.
 AW1146
 AW1146;                    North         East    Units  Estimated Accuracy
 AW1146;SPC TXSC     - 4,175,140.      967,490.      MT  (+/- 180 meters Scaled)
 AW1146
 AW1146                          SUPERSEDED SURVEY CONTROL
 AW1146
 AW1146  NGVD 29 (??/??/92)    8.209  (m)           26.93   (f) ADJ UNCH    1 1
 AW1146
 AW1146.Superseded values are not recommended for survey control.
 AW1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1146.See file dsdata.txt to determine how the superseded data were derived.
 AW1146
 AW1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN850499(NAD 83)
 AW1146_MARKER: DB = BENCH MARK DISK
 AW1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1146_STAMPING: D 1209 1972
 AW1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1146+STABILITY: SURFACE MOTION
 AW1146
 AW1146  HISTORY     - Date     Condition        Report By
 AW1146  HISTORY     - 1972     MONUMENTED       NGS
 AW1146  HISTORY     - 1973     GOOD             NGS
 AW1146  HISTORY     - 1978     GOOD             NGS
 AW1146  HISTORY     - 1991     GOOD             USPSQD
 AW1146
 AW1146                          STATION DESCRIPTION
 AW1146
 AW1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1146'5.75 MI NE FROM LIVERPOOL.
 AW1146'5.75 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1146'CROSSING OF MAIN STREET AT LIVERPOOL, 3.9 MILES SOUTHWEST OF ALGOA,
 AW1146'0.4 MILE NORTHEAST OF MILEPOLE 339, AT THE CROSSING OF COUNTY ROAD
 AW1146'168, 118.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 37 FEET SOUTHEAST OF
 AW1146'THE CENTER LINE OF COUNTY ROAD 169, 33 FEET SOUTHWEST OF THE CENTER
 AW1146'LINE OF COUNTY ROAD 168, 1 1/2 FEET NORTHEAST OF JUNCTION POWER POLE
 AW1146'400 WITH A GUY WIRE, 1.0 FOOT NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 AW1146'WITH THE TRACK, ABOUT 1 FOOT LOWER THAN ROAD 168, A DISK ON THE TOP OF
 AW1146'A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF
 AW1146'18 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 AW1146'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW1146
 AW1146                          STATION RECOVERY (1978)
 AW1146
 AW1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1146'RECOVERED IN GOOD CONDITION.
 AW1146
 AW1146                          STATION RECOVERY (1991)
 AW1146
 AW1146'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1273 ***********************************************************************
 AX1273  DESIGNATION -  D 121
 AX1273  PID         -  AX1273
 AX1273  STATE/COUNTY-  TX/FAYETTE
 AX1273  USGS QUAD   -  MULDOON (1981)
 AX1273
 AX1273                         *CURRENT SURVEY CONTROL
 AX1273  ___________________________________________________________________
 AX1273* NAD 83(1986)-  29 47 56.     (N)    097 05 17.     (W)     SCALED    
 AX1273* NAVD 88     -       113.30   (+/-2cm)     371.7    (feet)  VERTCON   
 AX1273  ___________________________________________________________________
 AX1273  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AX1273
 AX1273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1273
 AX1273.The horizontal coordinates were scaled from a topographic map and have
 AX1273.an estimated accuracy of +/- 6 seconds.
 AX1273
 AX1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1273.The vertical order pertains to the NGVD 29 superseded value.
 AX1273
 AX1273.The geoid height was determined by GEOID03.
 AX1273
 AX1273;                    North         East    Units  Estimated Accuracy
 AX1273;SPC TXSC     - 4,219,350.      784,820.      MT  (+/- 180 meters Scaled)
 AX1273
 AX1273                          SUPERSEDED SURVEY CONTROL
 AX1273
 AX1273  NGVD 29 (??/??/92)  113.26   (m)          371.6    (f) COMPUTED    2 0
 AX1273
 AX1273.Superseded values are not recommended for survey control.
 AX1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1273.See file dsdata.txt to determine how the superseded data were derived.
 AX1273
 AX1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT847980(NAD 83)
 AX1273_MARKER: DB = BENCH MARK DISK
 AX1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1273_SP_SET: CULVERT
 AX1273_STAMPING: D-121 1933
 AX1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1273+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AX1273
 AX1273  HISTORY     - Date     Condition        Report By
 AX1273  HISTORY     - 1933     MONUMENTED       CGS
 AX1273  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1273  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1273  HISTORY     - 20041207 GOOD             USPSQD
 AX1273
 AX1273                          STATION DESCRIPTION
 AX1273
 AX1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1273'1.9 MI S FROM MULDOON.
 AX1273'ALONG THE TEXAS AND NEW ORLEANS R.R. 2.9 MILES NORTH OF KERR ON THE
 AX1273'NORTH END OF THE EAST HEADWALL OF CONCRETE ARCH CULVERT NO. 37B.
 AX1273
 AX1273                          STATION RECOVERY (1964)
 AX1273
 AX1273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1273'MARK NOT FOUND.
 AX1273
 AX1273                          STATION RECOVERY (1997)
 AX1273
 AX1273'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1273'MARK NOT FOUND.
 AX1273
 AX1273                          STATION RECOVERY (2004)
 AX1273
 AX1273'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0031 ***********************************************************************
 AW0031  DESIGNATION -  D 1210
 AW0031  PID         -  AW0031
 AW0031  STATE/COUNTY-  TX/BRAZORIA
 AW0031  USGS QUAD   -  DANBURY (1974)
 AW0031
 AW0031                         *CURRENT SURVEY CONTROL
 AW0031  ___________________________________________________________________
 AW0031* NAD 83(1986)-  29 11 48.     (N)    095 17 56.     (W)     SCALED    
 AW0031* NAVD 88     -         3.54   (+/-2cm)      11.6    (feet)  VERTCON   
 AW0031  ___________________________________________________________________
 AW0031  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW0031
 AW0031  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0031
 AW0031.The horizontal coordinates were scaled from a topographic map and have
 AW0031.an estimated accuracy of +/- 6 seconds.
 AW0031
 AW0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0031.The vertical order pertains to the NGVD 29 superseded value.
 AW0031
 AW0031.The geoid height was determined by GEOID03.
 AW0031
 AW0031;                    North         East    Units  Estimated Accuracy
 AW0031;SPC TXSC     - 4,156,790.      959,840.      MT  (+/- 180 meters Scaled)
 AW0031
 AW0031                          SUPERSEDED SURVEY CONTROL
 AW0031
 AW0031  NGVD 29 (??/??/92)    3.538  (m)           11.61   (f) ADJ UNCH    1 1
 AW0031
 AW0031.Superseded values are not recommended for survey control.
 AW0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0031.See file dsdata.txt to determine how the superseded data were derived.
 AW0031
 AW0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN764319(NAD 83)
 AW0031_MARKER: DB = BENCH MARK DISK
 AW0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0031_SP_SET: BRIDGE
 AW0031_STAMPING: D 1210 1973
 AW0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0031+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0031
 AW0031  HISTORY     - Date     Condition        Report By
 AW0031  HISTORY     - 1973     MONUMENTED       NGS
 AW0031  HISTORY     - 1978     GOOD             NGS
 AW0031  HISTORY     - 1987     GOOD             USPSQD
 AW0031  HISTORY     - 1987     GOOD             USPSQD
 AW0031  HISTORY     - 1990     GOOD             USPSQD
 AW0031  HISTORY     - 19970628 GOOD             USPSQD
 AW0031  HISTORY     - 20040319 GOOD             USPSQD
 AW0031
 AW0031                          STATION DESCRIPTION
 AW0031
 AW0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0031'3.8 MI S FROM DANBURY.
 AW0031'0.3 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT DANBURY,
 AW0031'THENCE 0.15 MILE NORTHEAST ALONG FIRST STREET, THENCE 0.6 MILE
 AW0031'SOUTHEAST ALONG COUNTY ROAD 211, THENCE 2.75 MILES SOUTHEAST ALONG
 AW0031'COUNTY ROAD 208, AT A CONCRETE BRIDGE OVER AUSTIN BAYOU, IN THE TOP
 AW0031'AND 0.6 FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTH CONCRETE WING
 AW0031'WALL OF THE BRIDGE, 13 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AW0031'ROAD, 10.5 FEET NORTHWEST OF THE SOUTHEAST END OF A STEEL GUARDRAIL,
 AW0031'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AW0031
 AW0031                          STATION RECOVERY (1978)
 AW0031
 AW0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0031'RECOVERED IN GOOD CONDITION.
 AW0031
 AW0031                          STATION RECOVERY (1987)
 AW0031
 AW0031'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW0031'RECOVERED IN GOOD CONDITION.
 AW0031
 AW0031                          STATION RECOVERY (1987)
 AW0031
 AW0031'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0031'RECOVERED IN GOOD CONDITION.
 AW0031
 AW0031                          STATION RECOVERY (1990)
 AW0031
 AW0031'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW0031'RECOVERED IN GOOD CONDITION.
 AW0031
 AW0031                          STATION RECOVERY (1997)
 AW0031
 AW0031'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0031'RECOVERED IN GOOD CONDITION.
 AW0031
 AW0031                          STATION RECOVERY (2004)
 AW0031
 AW0031'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4732 ***********************************************************************
 AW4732  DESIGNATION -  D 1212
 AW4732  PID         -  AW4732
 AW4732  STATE/COUNTY-  TX/FORT BEND
 AW4732  USGS QUAD   -  RICHMOND (1980)
 AW4732
 AW4732                         *CURRENT SURVEY CONTROL
 AW4732  ___________________________________________________________________
 AW4732* NAD 83(1986)-  29 34 42.     (N)    095 46 10.     (W)     SCALED    
 AW4732* NAVD 88     -        28.75   (+/-2cm)      94.3    (feet)  VERTCON   
 AW4732  ___________________________________________________________________
 AW4732  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW4732
 AW4732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4732
 AW4732.The horizontal coordinates were scaled from a topographic map and have
 AW4732.an estimated accuracy of +/- 6 seconds.
 AW4732
 AW4732.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4732.The vertical order pertains to the NGVD 29 superseded value.
 AW4732
 AW4732.The geoid height was determined by GEOID03.
 AW4732
 AW4732;                    North         East    Units  Estimated Accuracy
 AW4732;SPC TXSC     - 4,197,720.      912,930.      MT  (+/- 180 meters Scaled)
 AW4732
 AW4732                          SUPERSEDED SURVEY CONTROL
 AW4732
 AW4732  NGVD 29 (??/??/92)   28.744  (m)           94.30   (f) ADJ UNCH    2 0
 AW4732
 AW4732.Superseded values are not recommended for survey control.
 AW4732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4732.See file dsdata.txt to determine how the superseded data were derived.
 AW4732
 AW4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN317752(NAD 83)
 AW4732_MARKER: DD = SURVEY DISK
 AW4732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4732_STAMPING: D 1212
 AW4732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4732+STABILITY: SURFACE MOTION
 AW4732
 AW4732  HISTORY     - Date     Condition        Report By
 AW4732  HISTORY     - UNK      MONUMENTED       TXHD
 AW4732  HISTORY     - 1973     GOOD             NGS
 AW4732  HISTORY     - 1987     POOR             USPSQD
 AW4732  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4732  HISTORY     - 1990     POOR             USPSQD
 AW4732  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4732  HISTORY     - 20040323 MARK NOT FOUND   USPSQD
 AW4732
 AW4732                          STATION DESCRIPTION
 AW4732
 AW4732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4732'0.6 MI SW FROM RICHMOND.
 AW4732'0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 90 ALT. (JACKSON STREET), FROM
 AW4732'THE COUNTY COURTHOUSE AT RICHMOND, AT THE WEST CORNER OF THE JUNCTION
 AW4732'OF FARM ROAD 3155 (COLLINS ROAD) 36 1/2 FEET NORTHWEST OF THE CENTER
 AW4732'LINE OF THE NORTHWEST LANES OF THE HIGHWAY, 37 1/2 FEET SOUTHWEST OF
 AW4732'THE CENTER LINE OF THE ROAD, 5 1/2 FEET NORTHEAST OF A POWER POLE, 2.0
 AW4732'FEET EAST OF A MARKER POST FOR GAS LINE, 8.6 FEET SOUTHWEST OF THE
 AW4732'SOUTHWEST SIDE OF THE CONCRETE BASE OF A STEEL POLE BEARING A METER,
 AW4732'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 AW4732'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- STAMPED BY NGS IN
 AW4732'1973.
 AW4732
 AW4732                          STATION RECOVERY (1987)
 AW4732
 AW4732'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW4732'MARK RECOVERED IN POOR CONDITION.
 AW4732
 AW4732                          STATION RECOVERY (1987)
 AW4732
 AW4732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4732'NOT RECOVERED.
 AW4732
 AW4732                          STATION RECOVERY (1990)
 AW4732
 AW4732'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4732'MARK RECOVERED IN POOR CONDITION.
 AW4732
 AW4732                          STATION RECOVERY (1999)
 AW4732
 AW4732'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4732'MARK NOT FOUND.
 AW4732
 AW4732                          STATION RECOVERY (2004)
 AW4732
 AW4732'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2256 ***********************************************************************
 AW2256  DESIGNATION -  D 1213
 AW2256  PID         -  AW2256
 AW2256  STATE/COUNTY-  TX/HARRIS
 AW2256  USGS QUAD   -  CLODINE (1995)
 AW2256
 AW2256                         *CURRENT SURVEY CONTROL
 AW2256  ___________________________________________________________________
 AW2256* NAD 83(1986)-  29 42 53.     (N)    095 38 40.     (W)     SCALED    
 AW2256* NAVD 88     -        26.340  (meters)      86.42   (feet)  ADJUSTED  
 AW2256  ___________________________________________________________________
 AW2256  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW2256  DYNAMIC HT  -          26.303 (meters)      86.30  (feet)  COMP
 AW2256  MODELED GRAV-     979,274.6   (mgal)                       NAVD 88
 AW2256
 AW2256  VERT ORDER  -  FIRST     CLASS II
 AW2256
 AW2256.The horizontal coordinates were scaled from a topographic map and have
 AW2256.an estimated accuracy of +/- 6 seconds.
 AW2256
 AW2256.The orthometric height was determined by differential leveling
 AW2256.and adjusted by the National Geodetic Survey in June 1991..
 AW2256
 AW2256.The geoid height was determined by GEOID03.
 AW2256
 AW2256.The dynamic height is computed by dividing the NAVD 88
 AW2256.geopotential number by the normal gravity value computed on the
 AW2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2256.degrees latitude (g = 980.6199 gals.).
 AW2256
 AW2256.The modeled gravity was interpolated from observed gravity values.
 AW2256
 AW2256;                    North         East    Units  Estimated Accuracy
 AW2256;SPC TXSC     - 4,213,170.      924,610.      MT  (+/- 180 meters Scaled)
 AW2256
 AW2256                          SUPERSEDED SURVEY CONTROL
 AW2256
 AW2256  NGVD 29 (12/23/87)   26.333  (m)           86.39   (f) ADJUSTED    1 2
 AW2256
 AW2256.Superseded values are not recommended for survey control.
 AW2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2256.See file dsdata.txt to determine how the superseded data were derived.
 AW2256
 AW2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN441901(NAD 83)
 AW2256_MARKER: DB = BENCH MARK DISK
 AW2256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2256_SP_SET: BRIDGE
 AW2256_STAMPING: D 1213 1973
 AW2256_MARK LOGO: NGS   
 AW2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2256+STABILITY: SURFACE MOTION
 AW2256
 AW2256  HISTORY     - Date     Condition        Report By
 AW2256  HISTORY     - 1973     MONUMENTED       NGS
 AW2256  HISTORY     - 1978     GOOD             NGS
 AW2256  HISTORY     - 1983     GOOD             NGS
 AW2256  HISTORY     - 1986     GOOD             NGS
 AW2256  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2256
 AW2256                          STATION DESCRIPTION
 AW2256
 AW2256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2256'4.8 MI S FROM ADDICKS.
 AW2256'4.8 MILES SOUTH ALONG STATE HIGHWAY 6 FROM INTERSTATE HIGHWAY 10
 AW2256'OVERPASS AT ADDICKS, 0.3 MILE NORTH OF THE JUNCTION OF ALIEF-CLODINE
 AW2256'ROAD, 0.25 MILE SOUTH OF THE JUNCTION OF SCHILLER ROAD, IN THE TOP AND
 AW2256'1.9 FEET SOUTH OF THE NORTH END OF THE WEST CONCRETE GUARDRAIL OF A
 AW2256'CONCRETE BRIDGE OVER BRAYS BAYOU, 17 1/2 FEET WEST OF THE CENTER LINE
 AW2256'OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 AW2256
 AW2256                          STATION RECOVERY (1978)
 AW2256
 AW2256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2256'RECOVERED IN GOOD CONDITION.
 AW2256
 AW2256                          STATION RECOVERY (1983)
 AW2256
 AW2256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2256'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 17 1/2 FT WEST OF THE
 AW2256'CENTERLINE OF THE HIGHWAY, ADD 9.14 METERS (30.0 FT) WEST OF THE
 AW2256'CENTERLINE OF THE HIGHWAY, AND 17.53 METERS (57.5 FT) SOUTH-SOUTHEAST
 AW2256'OF A POWERLINE POLE.
 AW2256
 AW2256                          STATION RECOVERY (1986)
 AW2256
 AW2256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2256'RECOVERED IN GOOD CONDITION.
 AW2256
 AW2256                          STATION RECOVERY (1994)
 AW2256
 AW2256'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1021 ***********************************************************************
 AW1021  DESIGNATION -  D 1214
 AW1021  PID         -  AW1021
 AW1021  STATE/COUNTY-  TX/HARRIS
 AW1021  USGS QUAD   -  LEAGUE CITY (1995)
 AW1021
 AW1021                         *CURRENT SURVEY CONTROL
 AW1021  ___________________________________________________________________
 AW1021* NAD 83(1993)-  29 33 42.91429(N)    095 05 21.07754(W)     ADJUSTED  
 AW1021* NAVD 88     -         4.625  (meters)      15.17   (feet)  ADJUSTED  
 AW1021  ___________________________________________________________________
 AW1021  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW1021  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1021  DYNAMIC HT  -           4.619 (meters)      15.15  (feet)  COMP
 AW1021  MODELED GRAV-     979,273.6   (mgal)                       NAVD 88
 AW1021
 AW1021  HORZ ORDER  -  SECOND
 AW1021  VERT ORDER  -  FIRST     CLASS II
 AW1021
 AW1021.The horizontal coordinates were established by classical geodetic methods
 AW1021.and adjusted by the National Geodetic Survey in February 1996..
 AW1021
 AW1021.The orthometric height was determined by differential leveling
 AW1021.and adjusted by the National Geodetic Survey in June 1991..
 AW1021
 AW1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1021
 AW1021.The geoid height was determined by GEOID03.
 AW1021
 AW1021.The dynamic height is computed by dividing the NAVD 88
 AW1021.geopotential number by the normal gravity value computed on the
 AW1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1021.degrees latitude (g = 980.6199 gals.).
 AW1021
 AW1021.The modeled gravity was interpolated from observed gravity values.
 AW1021
 AW1021;                    North         East     Units Scale Factor Converg.
 AW1021;SPC TXSC     - 4,197,908.715   978,866.497   MT  0.99987106   +1 54 57.4
 AW1021;SPC TXSC     -13,772,638.84  3,211,497.83   sFT  0.99987106   +1 54 57.4
 AW1021;UTM  15      - 3,272,065.282   297,600.332   MT  1.00010549   -1 01 51.9
 AW1021
 AW1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1021!SPC TXSC     -   1.00000352  x   0.99987106  =   0.99987458
 AW1021!UTM  15      -   1.00000352  x   1.00010549  =   1.00010901
 AW1021
 AW1021|---------------------------------------------------------------------|
 AW1021| PID    Reference Object                     Distance      Geod. Az  |
 AW1021|                                                           dddmmss.s |
 AW1021| AW1022 JUPITER                             186.024 METERS 01833     |
 AW1021| CV6897 VENUS RM 1                            6.331 METERS 06721     |
 AW1021| AW1024 SATURN                              141.647 METERS 08043     |
 AW1021| CV6898 VENUS RM 2                            5.586 METERS 15512     |
 AW1021|---------------------------------------------------------------------|
 AW1021
 AW1021                          SUPERSEDED SURVEY CONTROL
 AW1021
 AW1021  NAD 83(1986)-  29 33 42.93056(N)    095 05 21.05779(W) AD(       ) 2
 AW1021  NAD 27      -  29 33 42.09214(N)    095 05 20.30635(W) AD(       ) 2
 AW1021  NGVD 29 (12/23/87)    4.622  (m)           15.16   (f) ADJUSTED    1 2
 AW1021
 AW1021.Superseded values are not recommended for survey control.
 AW1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1021.See file dsdata.txt to determine how the superseded data were derived.
 AW1021
 AW1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9760072065(NAD 83)
 AW1021_MARKER: Z = SEE DESCRIPTION
 AW1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1021_SP_SET: CONCRETE POST
 AW1021_STAMPING: D 1214 1973
 AW1021_MARK LOGO: NONE  
 AW1021_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1021+STABILITY: SURFACE MOTION
 AW1021
 AW1021  HISTORY     - Date     Condition        Report By
 AW1021  HISTORY     - 1967     MONUMENTED       CGS
 AW1021  HISTORY     - 1973     GOOD             NGS
 AW1021  HISTORY     - 1973     GOOD             NGS
 AW1021  HISTORY     - 1974     GOOD
 AW1021  HISTORY     - 1978     GOOD             NGS
 AW1021  HISTORY     - 19841010 GOOD             NGS
 AW1021  HISTORY     - 1987     GOOD             USPSQD
 AW1021  HISTORY     - 1987     GOOD             USPSQD
 AW1021  HISTORY     - 1987     GOOD             USPSQD
 AW1021  HISTORY     - 1987     GOOD             NGS
 AW1021  HISTORY     - 1988     GOOD             USPSQD
 AW1021  HISTORY     - 1988     GOOD             USPSQD
 AW1021  HISTORY     - 1989     GOOD             USPSQD
 AW1021  HISTORY     - 1989     GOOD             USPSQD
 AW1021  HISTORY     - 19910216 GOOD             USPSQD
 AW1021  HISTORY     - 19911111 GOOD             SURCON
 AW1021  HISTORY     - 19981017 GOOD             USPSQD
 AW1021  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 AW1021
 AW1021                          STATION DESCRIPTION
 AW1021
 AW1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1021'IN JMC.
 AW1021'AT THE LYNDON B. JOHNSON SPACECRAFT CENTER, 0.1 MILE SOUTH ALONG
 AW1021'SECOND STREET FROM THE JUNCTION OF AVENUE B, AT THE NORTHEAST CORNER
 AW1021'OF BUILDING 24, 56.7 FEET EAST OF THE NORTHEAST CORNER OF THE
 AW1021'BUILDING, 40 FEET WEST OF THE CENTER LINE OF SECOND STREET, A BRASS
 AW1021'ROD IN THE TOP OF A CONCRETE POST IN THE CENTER OF FOUR METAL PIPES
 AW1021'THAT ARE CONNECTED BY CHAIN, AND ABOUT LEVEL WITH THE GROUND.
 AW1021
 AW1021                          STATION RECOVERY (1973)
 AW1021
 AW1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (1974)
 AW1021
 AW1021'RECOVERED 1974
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (1978)
 AW1021
 AW1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (1984)
 AW1021
 AW1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AW1021'STATION RECOVERED AS DESCRIBED.
 AW1021
 AW1021                          STATION RECOVERY (1987)
 AW1021
 AW1021'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (1987)
 AW1021
 AW1021'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (1987)
 AW1021
 AW1021'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (1987)
 AW1021
 AW1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (1988)
 AW1021
 AW1021'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (1988)
 AW1021
 AW1021'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (1989)
 AW1021
 AW1021'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (1989)
 AW1021
 AW1021'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (1991)
 AW1021
 AW1021'RECOVERY NOTE BY US POWER SQUADRON 1991 (ER)
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (1991)
 AW1021
 AW1021'RECOVERY NOTE BY SURVEYING CONSULTANTS 1991
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (1998)
 AW1021
 AW1021'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1021'RECOVERED IN GOOD CONDITION.
 AW1021
 AW1021                          STATION RECOVERY (2001)
 AW1021
 AW1021'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJH)
 AW1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0794 ***********************************************************************
 BL0794  DESIGNATION -  D 1215
 BL0794  PID         -  BL0794
 BL0794  STATE/COUNTY-  TX/WALKER
 BL0794  USGS QUAD   -  RIVERSIDE (1997)
 BL0794
 BL0794                         *CURRENT SURVEY CONTROL
 BL0794  ___________________________________________________________________
 BL0794* NAD 83(1986)-  30 50 09.     (N)    095 23 26.     (W)     SCALED    
 BL0794* NAVD 88     -        63.654  (meters)     208.84   (feet)  ADJUSTED  
 BL0794  ___________________________________________________________________
 BL0794  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL0794  DYNAMIC HT  -          63.572 (meters)     208.57  (feet)  COMP
 BL0794  MODELED GRAV-     979,353.9   (mgal)                       NAVD 88
 BL0794  OBS GRAVITY -     979,358.1   (mgal)                       GRAV_OBS
 BL0794
 BL0794  VERT ORDER  -  FIRST     CLASS I
 BL0794
 BL0794.The horizontal coordinates were scaled from a topographic map and have
 BL0794.an estimated accuracy of +/- 6 seconds.
 BL0794
 BL0794.The orthometric height was determined by differential leveling
 BL0794.and adjusted by the National Geodetic Survey in June 1991..
 BL0794
 BL0794.The geoid height was determined by GEOID03.
 BL0794
 BL0794.The dynamic height is computed by dividing the NAVD 88
 BL0794.geopotential number by the normal gravity value computed on the
 BL0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0794.degrees latitude (g = 980.6199 gals.).
 BL0794
 BL0794.The modeled gravity was interpolated from observed gravity values.
 BL0794.The observed gravity was obtained from relative gravimeter ties
 BL0794.to the IGSN71 gravity network.
 BL0794
 BL0794;                    North         East    Units  Estimated Accuracy
 BL0794;SPC TX C     - 3,140,110.    1,172,650.      MT  (+/- 180 meters Scaled)
 BL0794
 BL0794                          SUPERSEDED SURVEY CONTROL
 BL0794
 BL0794  NGVD 29 (12/23/87)   63.665  (m)          208.87   (f) ADJUSTED    1 1
 BL0794
 BL0794.Superseded values are not recommended for survey control.
 BL0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0794.See file dsdata.txt to determine how the superseded data were derived.
 BL0794
 BL0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ713138(NAD 83)
 BL0794_MARKER: DB = BENCH MARK DISK
 BL0794_SETTING: 66 = SET IN ROCK OUTCROP
 BL0794_SP_SET: BEDROCK
 BL0794_STAMPING: D 1215 1973
 BL0794_MARK LOGO: NGS   
 BL0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL0794+STABILITY: POSITION/ELEVATION WELL
 BL0794
 BL0794  HISTORY     - Date     Condition        Report By
 BL0794  HISTORY     - 1973     MONUMENTED       NGS
 BL0794  HISTORY     - 1978     GOOD             NGS
 BL0794  HISTORY     - 1980     GOOD             NGS
 BL0794  HISTORY     - 1987     GOOD             NGS
 BL0794
 BL0794                          STATION DESCRIPTION
 BL0794
 BL0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0794'1.3 MI SE FROM RIVERSIDE.
 BL0794'ABOUT 1.3 MILES SOUTHEAST ALONG FARM ROAD 980 FROM THE CROSSING OF THE
 BL0794'MISSOURI-PACIFIC RAILROAD, SET IN SOLID ROCK OUTCROP, 128.4 FEET
 BL0794'NORTHWEST OF A POWER POLE, 85 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 BL0794'FARM ROAD 980, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, AND ABOUT
 BL0794'LEVEL WITH THE ROAD.
 BL0794
 BL0794                          STATION RECOVERY (1978)
 BL0794
 BL0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0794'RECOVERED IN GOOD CONDITION.
 BL0794
 BL0794                          STATION RECOVERY (1980)
 BL0794
 BL0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0794'RECOVERED IN GOOD CONDITION.
 BL0794
 BL0794                          STATION RECOVERY (1987)
 BL0794
 BL0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1909 ***********************************************************************
 AW1909  DESIGNATION -  D 1216
 AW1909  PID         -  AW1909
 AW1909  STATE/COUNTY-  TX/HARRIS
 AW1909  USGS QUAD   -  WARREN LAKE (1980)
 AW1909
 AW1909                         *CURRENT SURVEY CONTROL
 AW1909  ___________________________________________________________________
 AW1909* NAD 83(1986)-  29 59 44.     (N)    095 48 34.     (W)     SCALED    
 AW1909* NAVD 88     -        60.41   (+/-2cm)     198.2    (feet)  VERTCON   
 AW1909  ___________________________________________________________________
 AW1909  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW1909
 AW1909  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1909
 AW1909.The horizontal coordinates were scaled from a topographic map and have
 AW1909.an estimated accuracy of +/- 6 seconds.
 AW1909
 AW1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1909.The vertical order pertains to the NGVD 29 superseded value.
 AW1909
 AW1909.The geoid height was determined by GEOID03.
 AW1909
 AW1909;                    North         East    Units  Estimated Accuracy
 AW1909;SPC TXSC     - 4,243,840.      907,800.      MT  (+/- 180 meters Scaled)
 AW1909
 AW1909                          SUPERSEDED SURVEY CONTROL
 AW1909
 AW1909  NGVD 29 (??/??/92)   60.403  (m)          198.17   (f) ADJ UNCH    1 2
 AW1909
 AW1909.Superseded values are not recommended for survey control.
 AW1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1909.See file dsdata.txt to determine how the superseded data were derived.
 AW1909
 AW1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289216(NAD 83)
 AW1909_MARKER: DB = BENCH MARK DISK
 AW1909_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1909_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1909_STAMPING: D 1216 1973
 AW1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1909
 AW1909  HISTORY     - Date     Condition        Report By
 AW1909  HISTORY     - 1973     MONUMENTED       NGS
 AW1909  HISTORY     - 1978     GOOD             NGS
 AW1909  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1909  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1909  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1909  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 AW1909
 AW1909                          STATION DESCRIPTION
 AW1909
 AW1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1909'3.7 MI SE FROM HOCKLEY.
 AW1909'ABOUT 2 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE JUNCTION OF US
 AW1909'HIGHWAY 290 AND HEGAR RD., THENCE 1.7 MILES SOUTH ALONG KATY-HOCKLEY
 AW1909'RD., SET IN THE TRIANGLE FORMED BY THE JUNCTION OF KATY-HOCKLEY RD,
 AW1909'AND BECKER RD., 41 FEET SOUTHWEST OF THE CENTER LINE OF THE JUNCTION
 AW1909'OF KATY-HOCKLEY RD, AND BECKER RD., 28 FEET WEST OF THE CENTER LINE OF
 AW1909'KATY-HOCKLEY RD., 26.6 FEET NORTH OF A POWER POLE, 2.3 FEET WEST OF A
 AW1909'POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AW1909'ROAD, AND IS A DISK SET ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER
 AW1909'COATED STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS
 AW1909'0.1 FOOT.
 AW1909
 AW1909                          STATION RECOVERY (1978)
 AW1909
 AW1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1909'RECOVERED IN GOOD CONDITION.
 AW1909
 AW1909                          STATION RECOVERY (1986)
 AW1909
 AW1909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1909'MARK NOT FOUND.
 AW1909
 AW1909                          STATION RECOVERY (1987)
 AW1909
 AW1909'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1909'MARK NOT FOUND.
 AW1909
 AW1909                          STATION RECOVERY (1987)
 AW1909
 AW1909'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1909'MARK NOT FOUND.
 AW1909
 AW1909                          STATION RECOVERY (1993)
 AW1909
 AW1909'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1528 ***********************************************************************
 AW1528  DESIGNATION -  D 1217
 AW1528  PID         -  AW1528
 AW1528  STATE/COUNTY-  TX/HARRIS
 AW1528  USGS QUAD   -  MORGANS POINT (1993)
 AW1528
 AW1528                         *CURRENT SURVEY CONTROL
 AW1528  ___________________________________________________________________
 AW1528* NAD 83(1986)-  29 44 32.     (N)    094 57 09.     (W)     SCALED    
 AW1528* NAVD 88     -         9.316  (meters)      30.56   (feet)  ADJUSTED  
 AW1528  ___________________________________________________________________
 AW1528  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW1528  DYNAMIC HT  -           9.303 (meters)      30.52  (feet)  COMP
 AW1528  MODELED GRAV-     979,286.4   (mgal)                       NAVD 88
 AW1528
 AW1528  VERT ORDER  -  FIRST     CLASS II
 AW1528
 AW1528.The horizontal coordinates were scaled from a topographic map and have
 AW1528.an estimated accuracy of +/- 6 seconds.
 AW1528
 AW1528.The orthometric height was determined by differential leveling
 AW1528.and adjusted by the National Geodetic Survey in June 1991..
 AW1528
 AW1528.The geoid height was determined by GEOID03.
 AW1528
 AW1528.The dynamic height is computed by dividing the NAVD 88
 AW1528.geopotential number by the normal gravity value computed on the
 AW1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1528.degrees latitude (g = 980.6199 gals.).
 AW1528
 AW1528.The modeled gravity was interpolated from observed gravity values.
 AW1528
 AW1528;                    North         East    Units  Estimated Accuracy
 AW1528;SPC TXSC     - 4,218,330.      991,410.      MT  (+/- 180 meters Scaled)
 AW1528
 AW1528                          SUPERSEDED SURVEY CONTROL
 AW1528
 AW1528  NGVD 29 (12/23/87)    9.313  (m)           30.55   (f) ADJUSTED    1 2
 AW1528
 AW1528.Superseded values are not recommended for survey control.
 AW1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1528.See file dsdata.txt to determine how the superseded data were derived.
 AW1528
 AW1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN111918(NAD 83)
 AW1528_MARKER: DB = BENCH MARK DISK
 AW1528_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW1528+WITH SETTING: INTO GROUND
 AW1528_SP_SET: METAL ROD WITH BASE PLATE
 AW1528_STAMPING: D 1217 1973
 AW1528_MARK LOGO: NGS   
 AW1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1528+STABILITY: SURFACE MOTION
 AW1528
 AW1528  HISTORY     - Date     Condition        Report By
 AW1528  HISTORY     - 1973     MONUMENTED       NGS
 AW1528  HISTORY     - 1976     GOOD             USGS
 AW1528  HISTORY     - 1978     GOOD             NGS
 AW1528  HISTORY     - 1987     GOOD             NGS
 AW1528  HISTORY     - 1988     GOOD             USPSQD
 AW1528  HISTORY     - 1988     GOOD             USPSQD
 AW1528  HISTORY     - 1989     GOOD             USPSQD
 AW1528  HISTORY     - 1989     GOOD             USPSQD
 AW1528  HISTORY     - 1989     GOOD             USPSQD
 AW1528  HISTORY     - 1990     GOOD             USPSQD
 AW1528  HISTORY     - 19981017 GOOD             USPSQD
 AW1528
 AW1528                          STATION DESCRIPTION
 AW1528
 AW1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1528'1 MI NE FROM BAYTOWN.
 AW1528'ABOUT 1 MILE NORTHEAST ALONG STATE HIGHWAY 146 FROM THE INTERSECTION
 AW1528'OF EAST TEXAS AVE. IN BAYTOWN, 30 FEET NORTHWEST OF THE CENTER LINE OF
 AW1528'THE SOUTHBOUND LANES OF THE HIGHWAY, 8 FEET SOUTHWEST OF A TELEPHONE
 AW1528'POLE, 127 FEET NORTHEAST OF THE CENTER LINE OF FORTUNE DRIVE, 1 FOOT
 AW1528'SOUTHEAST OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT 3
 AW1528'INCHES BELOW THE LEVEL OF THE GROUND, AND IS A DISK SET ON TOP OF A
 AW1528'4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD WITH BASE PLATE
 AW1528'ATTACHED.
 AW1528
 AW1528                          STATION RECOVERY (1976)
 AW1528
 AW1528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW1528'RECOVERED IN GOOD CONDITION.
 AW1528
 AW1528                          STATION RECOVERY (1978)
 AW1528
 AW1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1528'RECOVERED IN GOOD CONDITION.
 AW1528
 AW1528                          STATION RECOVERY (1987)
 AW1528
 AW1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1528'RECOVERED IN GOOD CONDITION.
 AW1528
 AW1528                          STATION RECOVERY (1988)
 AW1528
 AW1528'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1528'RECOVERED IN GOOD CONDITION.
 AW1528
 AW1528                          STATION RECOVERY (1988)
 AW1528
 AW1528'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1528'RECOVERED IN GOOD CONDITION.
 AW1528
 AW1528                          STATION RECOVERY (1989)
 AW1528
 AW1528'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1528'RECOVERED IN GOOD CONDITION.
 AW1528
 AW1528                          STATION RECOVERY (1989)
 AW1528
 AW1528'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1528'RECOVERED IN GOOD CONDITION.
 AW1528
 AW1528                          STATION RECOVERY (1989)
 AW1528
 AW1528'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1528'RECOVERED IN GOOD CONDITION.
 AW1528
 AW1528                          STATION RECOVERY (1990)
 AW1528
 AW1528'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1528'RECOVERED IN GOOD CONDITION.
 AW1528
 AW1528                          STATION RECOVERY (1998)
 AW1528
 AW1528'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0915 ***********************************************************************
 AW0915  DESIGNATION -  D 1218
 AW0915  PID         -  AW0915
 AW0915  STATE/COUNTY-  TX/HARRIS
 AW0915  USGS QUAD   -  JACINTO CITY (1982)
 AW0915
 AW0915                         *CURRENT SURVEY CONTROL
 AW0915  ___________________________________________________________________
 AW0915* NAD 83(1986)-  29 45 59.     (N)    095 13 22.     (W)     SCALED    
 AW0915* NAVD 88     -         6.825  (meters)      22.39   (feet)  ADJUSTED  
 AW0915  ___________________________________________________________________
 AW0915  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW0915  DYNAMIC HT  -           6.815 (meters)      22.36  (feet)  COMP
 AW0915  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 AW0915  OBS GRAVITY -     979,292.5   (mgal)                       GRAV_OBS
 AW0915
 AW0915  VERT ORDER  -  FIRST     CLASS II
 AW0915
 AW0915.The horizontal coordinates were scaled from a topographic map and have
 AW0915.an estimated accuracy of +/- 6 seconds.
 AW0915
 AW0915.The orthometric height was determined by differential leveling
 AW0915.and adjusted by the National Geodetic Survey in June 1991..
 AW0915
 AW0915.The geoid height was determined by GEOID03.
 AW0915
 AW0915.The dynamic height is computed by dividing the NAVD 88
 AW0915.geopotential number by the normal gravity value computed on the
 AW0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0915.degrees latitude (g = 980.6199 gals.).
 AW0915
 AW0915.The modeled gravity was interpolated from observed gravity values.
 AW0915.The observed gravity was obtained from relative gravimeter ties
 AW0915.to the IGSN71 gravity network.
 AW0915
 AW0915;                    North         East    Units  Estimated Accuracy
 AW0915;SPC TXSC     - 4,220,130.      965,200.      MT  (+/- 180 meters Scaled)
 AW0915
 AW0915                          SUPERSEDED SURVEY CONTROL
 AW0915
 AW0915  NGVD 29 (12/23/87)    6.822  (m)           22.38   (f) ADJUSTED    1 2
 AW0915
 AW0915.Superseded values are not recommended for survey control.
 AW0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0915.See file dsdata.txt to determine how the superseded data were derived.
 AW0915
 AW0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN850949(NAD 83)
 AW0915_MARKER: DB = BENCH MARK DISK
 AW0915_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0915_SP_SET: COPPER-CLAD STEEL ROD
 AW0915_STAMPING: D 1218 1973
 AW0915_MARK LOGO: NGS   
 AW0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0915+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2003
 AW0915
 AW0915  HISTORY     - Date     Condition        Report By
 AW0915  HISTORY     - 1973     MONUMENTED       NGS
 AW0915  HISTORY     - 1978     GOOD             NGS
 AW0915  HISTORY     - 1986     GOOD             NGS
 AW0915  HISTORY     - 1988     GOOD             USPSQD
 AW0915  HISTORY     - 1989     GOOD             USPSQD
 AW0915  HISTORY     - 19940911 GOOD             USPSQD
 AW0915  HISTORY     - 19991113 GOOD             USPSQD
 AW0915  HISTORY     - 20031006 GOOD             USPSQD
 AW0915
 AW0915                          STATION DESCRIPTION
 AW0915
 AW0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0915'0.55 MI W FROM GREENS BAYOU.
 AW0915'ABOUT 0.55 MILE WEST ALONG MARKET ST. FROM THE INTERSECTION WITH
 AW0915'FEDERAL RD. AT GREENS BAYOU, 84 YARDS (P) SOUTH OF THE SOUTH LANE OF
 AW0915'MARKET ST., 76 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE TILE
 AW0915'LABORATORY BUILDING OF THE JACINTO CITY WATER POLLUTION CONTROL
 AW0915'FACILITIES OR THE SEWAGE DISPOSAL PLANT, 47 1/2 FEET SOUTH OF THE
 AW0915'SOUTH RAIL OF THE MISSOURI-PACIFIC RAILROAD, 27.4 FEET EAST OF THE
 AW0915'CENTER LINE OF A STEEL GATE,, 14.3
 AW0915'FEET SOUTHEAST OF AN OIL BREATHER PIPE OF THE AMOCO GAS. CO., 1.2 FEET
 AW0915'NORTH OF A CHAIN LINK FENCE, 0.5 FEET WEST OF A METAL WITNESS POST,
 AW0915'AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD 1 INCH
 AW0915'BELOW THE SURFACE OF THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE
 AW0915'FLUSH WITH THE GROUND. THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 AW0915
 AW0915                          STATION RECOVERY (1978)
 AW0915
 AW0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0915'RECOVERED IN GOOD CONDITION.
 AW0915
 AW0915                          STATION RECOVERY (1986)
 AW0915
 AW0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0915'RECOVERED IN GOOD CONDITION.
 AW0915
 AW0915                          STATION RECOVERY (1988)
 AW0915
 AW0915'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW0915'RECOVERED IN GOOD CONDITION.
 AW0915
 AW0915                          STATION RECOVERY (1989)
 AW0915
 AW0915'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0915'RECOVERED IN GOOD CONDITION.
 AW0915
 AW0915                          STATION RECOVERY (1994)
 AW0915
 AW0915'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0915'RECOVERED IN GOOD CONDITION.
 AW0915
 AW0915                          STATION RECOVERY (1999)
 AW0915
 AW0915'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0915'RECOVERED IN GOOD CONDITION.
 AW0915
 AW0915                          STATION RECOVERY (2003)
 AW0915
 AW0915'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4184 ***********************************************************************
 AW4184  HT_MOD      -  This is a Height Modernization Survey Station.
 AW4184  DESIGNATION -  D 1219
 AW4184  PID         -  AW4184
 AW4184  STATE/COUNTY-  TX/FORT BEND
 AW4184  USGS QUAD   -  NEEDVILLE (1980)
 AW4184
 AW4184                         *CURRENT SURVEY CONTROL
 AW4184  ___________________________________________________________________
 AW4184* NAD 83(1993)-  29 24 41.06561(N)    095 50 06.09867(W)     ADJUSTED  
 AW4184* NAVD 88     -        27.39   (meters)      89.9    (feet)  GPS OBS   
 AW4184  ___________________________________________________________________
 AW4184  X           -    -565,314.359 (meters)                     COMP
 AW4184  Y           -  -5,531,777.202 (meters)                     COMP
 AW4184  Z           -   3,113,704.259 (meters)                     COMP
 AW4184  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AW4184  ELLIP HEIGHT-           0.19  (meters)          (02/14/02) GPS OBS
 AW4184  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4184  DYNAMIC HT  -          27.35  (meters)      89.7   (feet)  COMP
 AW4184  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 AW4184
 AW4184  HORZ ORDER  -  FIRST
 AW4184  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4184  ELLP ORDER  -  FOURTH    CLASS II
 AW4184
 AW4184.The horizontal coordinates were established by GPS observations
 AW4184.and adjusted by the National Geodetic Survey in December 2001..
 AW4184
 AW4184.The orthometric height was determined by GPS observations and a
 AW4184.high-resolution geoid model using precise GPS observation and
 AW4184.processing techniques. It supersedes the leveled height previously
 AW4184.determined for this station.
 AW4184.The vertical order pertains to the first NAVD 88 superseded value.
 AW4184
 AW4184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW4184
 AW4184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4184
 AW4184.The ellipsoidal height was determined by GPS observations
 AW4184.and is referenced to NAD 83.
 AW4184
 AW4184.The geoid height was determined by GEOID03.
 AW4184
 AW4184.The dynamic height is computed by dividing the NAVD 88
 AW4184.geopotential number by the normal gravity value computed on the
 AW4184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4184.degrees latitude (g = 980.6199 gals.).
 AW4184
 AW4184.The modeled gravity was interpolated from observed gravity values.
 AW4184
 AW4184;                    North         East     Units Scale Factor Converg.
 AW4184;SPC TXSC     - 4,179,047.701   907,083.164   MT  0.99986413   +1 33 02.0
 AW4184;SPC TXSC     -13,710,759.00  2,975,988.68   sFT  0.99986413   +1 33 02.0
 AW4184;UTM  15      - 3,256,911.304   224,910.511   MT  1.00053386   -1 23 35.1
 AW4184
 AW4184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4184!SPC TXSC     -   0.99999997  x   0.99986413  =   0.99986410
 AW4184!UTM  15      -   0.99999997  x   1.00053386  =   1.00053383
 AW4184
 AW4184                          SUPERSEDED SURVEY CONTROL
 AW4184
 AW4184  ELLIP H (12/03/01)    0.23   (m)                       GP(       ) 4 2
 AW4184  ELLIP H (10/25/00)    0.23   (m)                       GP(       ) 4 1
 AW4184  NAD 83(1993)-  29 24 41.06664(N)    095 50 06.09742(W) AD(       ) 1
 AW4184  ELLIP H (10/17/96)    0.35   (m)                       GP(       ) 3 1
 AW4184  NAVD 88 (06/15/91)   27.409  (m)           89.92   (f) ADJUSTED    1 2
 AW4184  NGVD 29 (12/23/87)   27.405  (m)           89.91   (f) ADJUSTED    1 2
 AW4184
 AW4184.Superseded values are not recommended for survey control.
 AW4184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4184.See file dsdata.txt to determine how the superseded data were derived.
 AW4184
 AW4184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2491156911(NAD 83)
 AW4184_MARKER: DB = BENCH MARK DISK
 AW4184_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW4184_SP_SET: CULVERT HEADWALL
 AW4184_STAMPING: D 1219 1973
 AW4184_MARK LOGO: NGS   
 AW4184_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4184+STABILITY: SURFACE MOTION
 AW4184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4184+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1995
 AW4184
 AW4184  HISTORY     - Date     Condition        Report By
 AW4184  HISTORY     - 1973     MONUMENTED       NGS
 AW4184  HISTORY     - 1986     GOOD             NGS
 AW4184  HISTORY     - 1987     GOOD             USPSQD
 AW4184  HISTORY     - 1988     GOOD             USPSQD
 AW4184  HISTORY     - 1989     GOOD             USPSQD
 AW4184  HISTORY     - 19950108 GOOD             USPSQD
 AW4184  HISTORY     - 19950420 GOOD             HGCSD
 AW4184
 AW4184                          STATION DESCRIPTION
 AW4184
 AW4184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4184'1.1 MI N FROM NEEDVILLE.
 AW4184'1.1 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF FARM ROAD
 AW4184'360 AT NEEDVILLE, AT THE CROSSING OF A DITCH, DIRECTLY OPPOSITE A
 AW4184'SOUTHERN PACIFIC COMPANY RAILROAD BRIDGE, IN THE TOP AND 1.2 FEET
 AW4184'SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 4-WAY
 AW4184'CONCRETE BOX CULVERT, 24 1/2 FEET EAST OF THE CENTER LINE OF THE
 AW4184'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4184
 AW4184                          STATION RECOVERY (1986)
 AW4184
 AW4184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4184'RECOVERED IN GOOD CONDITION.
 AW4184
 AW4184                          STATION RECOVERY (1987)
 AW4184
 AW4184'RECOVERY NOTE BY US POWER SQUADRON 1987 (PRH)
 AW4184'RECOVERED IN GOOD CONDITION.
 AW4184
 AW4184                          STATION RECOVERY (1988)
 AW4184
 AW4184'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4184'RECOVERED IN GOOD CONDITION.
 AW4184
 AW4184                          STATION RECOVERY (1989)
 AW4184
 AW4184'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4184'RECOVERED IN GOOD CONDITION.
 AW4184
 AW4184                          STATION RECOVERY (1995)
 AW4184
 AW4184'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4184'RECOVERED IN GOOD CONDITION.
 AW4184
 AW4184                          STATION RECOVERY (1995)
 AW4184
 AW4184'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW4184'YRECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4131 ***********************************************************************
 AW4131  DESIGNATION -  D 1220
 AW4131  PID         -  AW4131
 AW4131  STATE/COUNTY-  TX/BRAZORIA
 AW4131  USGS QUAD   -  BRAZORIA (1952)
 AW4131
 AW4131                         *CURRENT SURVEY CONTROL
 AW4131  ___________________________________________________________________
 AW4131* NAD 83(1986)-  29 05 07.     (N)    095 37 05.     (W)     SCALED    
 AW4131* NAVD 88     -         8.05   (+/-2cm)      26.4    (feet)  VERTCON   
 AW4131  ___________________________________________________________________
 AW4131  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW4131
 AW4131  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4131
 AW4131.The horizontal coordinates were scaled from a topographic map and have
 AW4131.an estimated accuracy of +/- 6 seconds.
 AW4131
 AW4131.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4131.The vertical order pertains to the NGVD 29 superseded value.
 AW4131
 AW4131.The geoid height was determined by GEOID03.
 AW4131
 AW4131;                    North         East    Units  Estimated Accuracy
 AW4131;SPC TXSC     - 4,143,510.      929,170.      MT  (+/- 180 meters Scaled)
 AW4131
 AW4131                          SUPERSEDED SURVEY CONTROL
 AW4131
 AW4131  NGVD 29 (??/??/92)    8.065  (m)           26.46   (f) ADJ UNCH    2 0
 AW4131
 AW4131.Superseded values are not recommended for survey control.
 AW4131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4131.See file dsdata.txt to determine how the superseded data were derived.
 AW4131
 AW4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN451202(NAD 83)
 AW4131_MARKER: DB = BENCH MARK DISK
 AW4131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4131_SP_SET: CULVERT
 AW4131_STAMPING: D 1220 1973
 AW4131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4131
 AW4131  HISTORY     - Date     Condition        Report By
 AW4131  HISTORY     - 1973     MONUMENTED       NGS
 AW4131  HISTORY     - 1987     GOOD             USPSQD
 AW4131  HISTORY     - 1987     GOOD             USPSQD
 AW4131  HISTORY     - 1988     GOOD             USPSQD
 AW4131  HISTORY     - 1989     GOOD             USPSQD
 AW4131  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4131
 AW4131                          STATION DESCRIPTION
 AW4131
 AW4131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4131'3.95 MI NW FROM BRAZORIA.
 AW4131'3.95 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4131'HIGHWAY 332 AT BRAZORIA, 4.35 MILES SOUTH OF WEST COLUMBIA, 0.35 MILE
 AW4131'NORTHWEST OF SAINT PAUL MISSION CHURCH, 0.25 MILE SOUTHEAST OF THE
 AW4131'JUNCTION OF A COUNTY ROAD SOUTH, IN THE TOP AND 0.8 FOOT NORTHWEST OF
 AW4131'THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A CONCRETE BOX
 AW4131'CULVERT, 37 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 AW4131'ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY.
 AW4131
 AW4131                          STATION RECOVERY (1987)
 AW4131
 AW4131'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4131'RECOVERED IN GOOD CONDITION.
 AW4131
 AW4131                          STATION RECOVERY (1987)
 AW4131
 AW4131'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4131'RECOVERED IN GOOD CONDITION.
 AW4131
 AW4131                          STATION RECOVERY (1988)
 AW4131
 AW4131'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4131'RECOVERED IN GOOD CONDITION.
 AW4131
 AW4131                          STATION RECOVERY (1989)
 AW4131
 AW4131'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4131'RECOVERED IN GOOD CONDITION.
 AW4131
 AW4131                          STATION RECOVERY (1994)
 AW4131
 AW4131'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1769 ***********************************************************************
 AW1769  DESIGNATION -  D 1221
 AW1769  PID         -  AW1769
 AW1769  STATE/COUNTY-  TX/HARRIS
 AW1769  USGS QUAD   -  SATSUMA (1982)
 AW1769
 AW1769                         *CURRENT SURVEY CONTROL
 AW1769  ___________________________________________________________________
 AW1769* NAD 83(1986)-  29 54 20.     (N)    095 30 15.     (W)     SCALED    
 AW1769* NAVD 88     -        32.003  (meters)     105.00   (feet)  ADJUSTED  
 AW1769  ___________________________________________________________________
 AW1769  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AW1769  DYNAMIC HT  -          31.959 (meters)     104.85  (feet)  COMP
 AW1769  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 AW1769
 AW1769  VERT ORDER  -  FIRST     CLASS II
 AW1769
 AW1769.The horizontal coordinates were scaled from a topographic map and have
 AW1769.an estimated accuracy of +/- 6 seconds.
 AW1769
 AW1769.The orthometric height was determined by differential leveling
 AW1769.and adjusted by the National Geodetic Survey in June 1991..
 AW1769
 AW1769.The geoid height was determined by GEOID03.
 AW1769
 AW1769.The dynamic height is computed by dividing the NAVD 88
 AW1769.geopotential number by the normal gravity value computed on the
 AW1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1769.degrees latitude (g = 980.6199 gals.).
 AW1769
 AW1769.The modeled gravity was interpolated from observed gravity values.
 AW1769
 AW1769;                    North         East    Units  Estimated Accuracy
 AW1769;SPC TXSC     - 4,234,710.      937,540.      MT  (+/- 180 meters Scaled)
 AW1769
 AW1769                          SUPERSEDED SURVEY CONTROL
 AW1769
 AW1769  NGVD 29 (12/23/87)   31.997  (m)          104.98   (f) ADJUSTED    1 2
 AW1769
 AW1769.Superseded values are not recommended for survey control.
 AW1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1769.See file dsdata.txt to determine how the superseded data were derived.
 AW1769
 AW1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP582109(NAD 83)
 AW1769_MARKER: DB = BENCH MARK DISK
 AW1769_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1769+WITH SETTING: PAVEMENT
 AW1769_SP_SET: TOWER FOUNDATION
 AW1769_STAMPING: D 1221 1973
 AW1769_MARK LOGO: NGS   
 AW1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1769
 AW1769  HISTORY     - Date     Condition        Report By
 AW1769  HISTORY     - 1973     MONUMENTED       NGS
 AW1769  HISTORY     - 1978     GOOD             NGS
 AW1769  HISTORY     - 1986     GOOD             NGS
 AW1769  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 AW1769  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW1769
 AW1769                          STATION DESCRIPTION
 AW1769
 AW1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1769'11.9 MI NW FROM HOUSTON.
 AW1769'ABOUT 2.65 MILES NORTH ALONG NORTH SHEPHERD DR. FROM THE CROSSING OF
 AW1769'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 9.25 MILES NORTHWEST ALONG
 AW1769'BURLINGTON-ROCK ISLAND RAILROAD, SET IN THE TOP CENTER OF THE SOUTH
 AW1769'CORNER OF THE CONCRETE FOUNDATION TO A LARGE STEEL POWER POLE, 1 POLE
 AW1769'SOUTHEAST OF MILE POST 70, 40 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 AW1769'THE MAIN TRACK, 6.7 FEET SOUTHWEST OF A FENCE, AND ABOUT 4 FEET BELOW
 AW1769'THE LEVEL OF THE RAIL.
 AW1769
 AW1769                          STATION RECOVERY (1978)
 AW1769
 AW1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1769'RECOVERED IN GOOD CONDITION.
 AW1769
 AW1769                          STATION RECOVERY (1986)
 AW1769
 AW1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1769'RECOVERED IN GOOD CONDITION.
 AW1769
 AW1769                          STATION RECOVERY (1994)
 AW1769
 AW1769'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1769'MARK NOT FOUND.
 AW1769
 AW1769                          STATION RECOVERY (2004)
 AW1769
 AW1769'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1821 ***********************************************************************
 AW1821  DESIGNATION -  D 1222
 AW1821  PID         -  AW1821
 AW1821  STATE/COUNTY-  TX/HARRIS
 AW1821  USGS QUAD   -  CYPRESS (1995)
 AW1821
 AW1821                         *CURRENT SURVEY CONTROL
 AW1821  ___________________________________________________________________
 AW1821* NAD 83(1986)-  29 58 08.     (N)    095 41 51.     (W)     SCALED    
 AW1821* NAVD 88     -        45.690  (meters)     149.90   (feet)  ADJUSTED  
 AW1821  ___________________________________________________________________
 AW1821  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW1821  DYNAMIC HT  -          45.628 (meters)     149.70  (feet)  COMP
 AW1821  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 AW1821
 AW1821  VERT ORDER  -  FIRST     CLASS II
 AW1821
 AW1821.The horizontal coordinates were scaled from a topographic map and have
 AW1821.an estimated accuracy of +/- 6 seconds.
 AW1821
 AW1821.The orthometric height was determined by differential leveling
 AW1821.and adjusted by the National Geodetic Survey in June 1991..
 AW1821
 AW1821.The geoid height was determined by GEOID03.
 AW1821
 AW1821.The dynamic height is computed by dividing the NAVD 88
 AW1821.geopotential number by the normal gravity value computed on the
 AW1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1821.degrees latitude (g = 980.6199 gals.).
 AW1821
 AW1821.The modeled gravity was interpolated from observed gravity values.
 AW1821
 AW1821;                    North         East    Units  Estimated Accuracy
 AW1821;SPC TXSC     - 4,241,180.      918,680.      MT  (+/- 180 meters Scaled)
 AW1821
 AW1821                          SUPERSEDED SURVEY CONTROL
 AW1821
 AW1821  NGVD 29 (12/23/87)   45.684  (m)          149.88   (f) ADJUSTED    1 2
 AW1821
 AW1821.Superseded values are not recommended for survey control.
 AW1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1821.See file dsdata.txt to determine how the superseded data were derived.
 AW1821
 AW1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP397184(NAD 83)
 AW1821_MARKER: DB = BENCH MARK DISK
 AW1821_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1821_SP_SET: COPPER-CLAD STEEL ROD
 AW1821_STAMPING: D 1222 1973
 AW1821_MARK LOGO: NGS   
 AW1821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1821
 AW1821  HISTORY     - Date     Condition        Report By
 AW1821  HISTORY     - 1973     MONUMENTED       NGS
 AW1821  HISTORY     - 1978     GOOD             NGS
 AW1821  HISTORY     - 1986     GOOD             NGS
 AW1821  HISTORY     - 1987     GOOD             USPSQD
 AW1821  HISTORY     - 1990     GOOD             USPSQD
 AW1821
 AW1821                          STATION DESCRIPTION
 AW1821
 AW1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1821'0.2 MI NW FROM CYPRESS.
 AW1821'ABOUT 0.2 MILE NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1821'CYPRESS, 135 1/2 FEET SOUTHWEST OF AND ACROSS FROM THE SOUTHERN
 AW1821'PACIFIC RAILROAD FROM THE SOUTHWEST LANE OF THE HIGHWAY, 26 FEET
 AW1821'NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVE AND PIPE CATTLE GUARD
 AW1821'OF THE ENTRANCE TO THE JOSEY RANCH, 47.3 FEET SOUTHWEST OF THE
 AW1821'SOUTHWEST RAIL OF THE MAIN TRACK, 5 FEET WEST OF A TELEPHONE POLE, 0.6
 AW1821'FOOT NORTHEAST OF A WHITE BOARD FENCE, 0.6 FOOT SOUTHWEST OF A METAL
 AW1821'WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE RAILS, AND IS A DISK
 AW1821'SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD WHICH PROJECTS 1 INCH
 AW1821'ABOVE THE LEVEL OF THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE
 AW1821'WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 AW1821
 AW1821                          STATION RECOVERY (1978)
 AW1821
 AW1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1821'RECOVERED IN GOOD CONDITION.
 AW1821
 AW1821                          STATION RECOVERY (1986)
 AW1821
 AW1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1821'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN CYPRESS, AT
 AW1821'THE INTERSECTION OF SPRING-CYPRESS ROAD AND U.S. HIGHWAY 290.
 AW1821
 AW1821                          STATION RECOVERY (1987)
 AW1821
 AW1821'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1821'RECOVERED IN GOOD CONDITION.
 AW1821
 AW1821                          STATION RECOVERY (1990)
 AW1821
 AW1821'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1005 ***********************************************************************
 AX1005  DESIGNATION -  D 1223
 AX1005  PID         -  AX1005
 AX1005  STATE/COUNTY-  TX/FAYETTE
 AX1005  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1005
 AX1005                         *CURRENT SURVEY CONTROL
 AX1005  ___________________________________________________________________
 AX1005* NAD 83(1986)-  29 54 32.     (N)    096 51 37.     (W)     SCALED    
 AX1005* NAVD 88     -        88.613  (meters)     290.72   (feet)  ADJUSTED  
 AX1005  ___________________________________________________________________
 AX1005  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AX1005  DYNAMIC HT  -          88.491 (meters)     290.32  (feet)  COMP
 AX1005  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 AX1005
 AX1005  VERT ORDER  -  FIRST     CLASS I
 AX1005
 AX1005.The horizontal coordinates were scaled from a topographic map and have
 AX1005.an estimated accuracy of +/- 6 seconds.
 AX1005
 AX1005.The orthometric height was determined by differential leveling
 AX1005.and adjusted by the National Geodetic Survey in June 1991..
 AX1005.WARNING-Repeat measurements at this control monument indicate possible
 AX1005.vertical movement.
 AX1005
 AX1005.The geoid height was determined by GEOID03.
 AX1005
 AX1005.The dynamic height is computed by dividing the NAVD 88
 AX1005.geopotential number by the normal gravity value computed on the
 AX1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1005.degrees latitude (g = 980.6199 gals.).
 AX1005
 AX1005.The modeled gravity was interpolated from observed gravity values.
 AX1005
 AX1005;                    North         East    Units  Estimated Accuracy
 AX1005;SPC TXSC     - 4,231,920.      806,610.      MT  (+/- 180 meters Scaled)
 AX1005
 AX1005                          SUPERSEDED SURVEY CONTROL
 AX1005
 AX1005  NGVD 29 (12/23/87)   88.567  (m)          290.57   (f) ADJUSTED    1 1
 AX1005
 AX1005.Superseded values are not recommended for survey control.
 AX1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1005.See file dsdata.txt to determine how the superseded data were derived.
 AX1005
 AX1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU065106(NAD 83)
 AX1005_MARKER: DB = BENCH MARK DISK
 AX1005_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX1005_SP_SET: COPPER-CLAD STEEL ROD
 AX1005_STAMPING: D 1223 1973
 AX1005_MARK LOGO: NGS   
 AX1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1005
 AX1005  HISTORY     - Date     Condition        Report By
 AX1005  HISTORY     - 1973     MONUMENTED       NGS
 AX1005  HISTORY     - 1978     GOOD             NGS
 AX1005  HISTORY     - 1987     GOOD             NGS
 AX1005  HISTORY     - 19970607 POOR             USPSQD
 AX1005
 AX1005                          STATION DESCRIPTION
 AX1005
 AX1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1005'1.25 MI E FROM LA GRANGE.
 AX1005'1.25 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1005'STATION AT LA GRANGE, 0.35 MILE WEST OF MILE POLE 990, AT THE CROSSING
 AX1005'OF EBLIN STREET, 69.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 AX1005'TRACK, 24 FEET NORTHWEST OF THE CENTER LINE OF THE STREET, 12 FEET
 AX1005'SOUTHWEST OF DRIVE NORTHWEST TO THE COUNTY STOCK YARD, 6 FEET
 AX1005'SOUTHEAST OF A FENCE, 6 FEET SOUTHEAST OF THE SOUTHWEST END OF A GATE,
 AX1005'2 FEET NORTHWEST OF GUY POLE WITH GUY WIRE, 1.3 FEET SOUTHEAST OF A
 AX1005'WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK ON THE TOP OF A
 AX1005'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 20
 AX1005'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 AX1005'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AX1005
 AX1005                          STATION RECOVERY (1978)
 AX1005
 AX1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1005'RECOVERED IN GOOD CONDITION.
 AX1005
 AX1005                          STATION RECOVERY (1987)
 AX1005
 AX1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX1005'RECOVERED IN GOOD CONDITION.
 AX1005
 AX1005                          STATION RECOVERY (1997)
 AX1005
 AX1005'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1005'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0989 ***********************************************************************
 AX0989  DESIGNATION -  D 1224
 AX0989  PID         -  AX0989
 AX0989  STATE/COUNTY-  TX/FAYETTE
 AX0989  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0989
 AX0989                         *CURRENT SURVEY CONTROL
 AX0989  ___________________________________________________________________
 AX0989* NAD 83(1986)-  29 54 29.     (N)    096 54 17.     (W)     SCALED    
 AX0989* NAVD 88     -        84.436  (meters)     277.02   (feet)  ADJUSTED  
 AX0989  ___________________________________________________________________
 AX0989  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AX0989  DYNAMIC HT  -          84.320 (meters)     276.64  (feet)  COMP
 AX0989  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 AX0989
 AX0989  VERT ORDER  -  FIRST     CLASS I
 AX0989
 AX0989.The horizontal coordinates were scaled from a topographic map and have
 AX0989.an estimated accuracy of +/- 6 seconds.
 AX0989
 AX0989.The orthometric height was determined by differential leveling
 AX0989.and adjusted by the National Geodetic Survey in June 1991..
 AX0989
 AX0989.The geoid height was determined by GEOID03.
 AX0989
 AX0989.The dynamic height is computed by dividing the NAVD 88
 AX0989.geopotential number by the normal gravity value computed on the
 AX0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0989.degrees latitude (g = 980.6199 gals.).
 AX0989
 AX0989.The modeled gravity was interpolated from observed gravity values.
 AX0989
 AX0989;                    North         East    Units  Estimated Accuracy
 AX0989;SPC TXSC     - 4,231,750.      802,320.      MT  (+/- 180 meters Scaled)
 AX0989
 AX0989                          SUPERSEDED SURVEY CONTROL
 AX0989
 AX0989  NGVD 29 (??/??/92)   84.389  (m)          276.87   (f) ADJ UNCH    1 1
 AX0989
 AX0989.Superseded values are not recommended for survey control.
 AX0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0989.See file dsdata.txt to determine how the superseded data were derived.
 AX0989
 AX0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU022104(NAD 83)
 AX0989_MARKER: DB = BENCH MARK DISK
 AX0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0989_STAMPING: D 1224 1973
 AX0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0989+STABILITY: SURFACE MOTION
 AX0989
 AX0989  HISTORY     - Date     Condition        Report By
 AX0989  HISTORY     - 1973     MONUMENTED       NGS
 AX0989  HISTORY     - 1978     GOOD             NGS
 AX0989  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0989
 AX0989                          STATION DESCRIPTION
 AX0989
 AX0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0989'1.7 MI W FROM LA GRANGE.
 AX0989'1.7 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0989'STATION AT LA GRANGE, 2.0 FEET NORTHWEST OF THE 9TH POLE NORTHWEST OF
 AX0989'MILE POLE 987, 40.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 124 1/2 FEET
 AX0989'NORTHWEST OF THE CENTER LINE OF A ROAD, 85 1/2 FEET NORTHEAST AND
 AX0989'ACROSS THE TRACK FROM TELEPHONE POLE 1983, 2.0 FEET SOUTHEAST OF A
 AX0989'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, A DISK ON THE TOP OF
 AX0989'A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF
 AX0989'19 FEET, THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 AX0989'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX0989
 AX0989                          STATION RECOVERY (1978)
 AX0989
 AX0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0989'RECOVERED IN GOOD CONDITION.
 AX0989
 AX0989                          STATION RECOVERY (1997)
 AX0989
 AX0989'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0666 ***********************************************************************
 BM0666  DESIGNATION -  D 1225
 BM0666  PID         -  BM0666
 BM0666  STATE/COUNTY-  TX/TRAVIS
 BM0666  USGS QUAD   -  WEBBERVILLE (1987)
 BM0666
 BM0666                         *CURRENT SURVEY CONTROL
 BM0666  ___________________________________________________________________
 BM0666* NAD 83(1986)-  30 11 02.     (N)    097 32 39.     (W)     SCALED    
 BM0666* NAVD 88     -       133.554  (meters)     438.17   (feet)  ADJUSTED  
 BM0666  ___________________________________________________________________
 BM0666  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BM0666  DYNAMIC HT  -         133.372 (meters)     437.57  (feet)  COMP
 BM0666  MODELED GRAV-     979,277.5   (mgal)                       NAVD 88
 BM0666
 BM0666  VERT ORDER  -  FIRST     CLASS I
 BM0666
 BM0666.The horizontal coordinates were scaled from a topographic map and have
 BM0666.an estimated accuracy of +/- 6 seconds.
 BM0666
 BM0666.The orthometric height was determined by differential leveling
 BM0666.and adjusted by the National Geodetic Survey in June 1991..
 BM0666.WARNING-Repeat measurements at this control monument indicate possible
 BM0666.vertical movement.
 BM0666
 BM0666.The geoid height was determined by GEOID03.
 BM0666
 BM0666.The dynamic height is computed by dividing the NAVD 88
 BM0666.geopotential number by the normal gravity value computed on the
 BM0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0666.degrees latitude (g = 980.6199 gals.).
 BM0666
 BM0666.The modeled gravity was interpolated from observed gravity values.
 BM0666
 BM0666;                    North         East    Units  Estimated Accuracy
 BM0666;SPC TX C     - 3,060,710.      968,590.      MT  (+/- 180 meters Scaled)
 BM0666
 BM0666                          SUPERSEDED SURVEY CONTROL
 BM0666
 BM0666  NGVD 29 (??/??/92)  133.474  (m)          437.91   (f) ADJ UNCH    1 1
 BM0666
 BM0666.Superseded values are not recommended for survey control.
 BM0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0666.See file dsdata.txt to determine how the superseded data were derived.
 BM0666
 BM0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU401400(NAD 83)
 BM0666_MARKER: DB = BENCH MARK DISK
 BM0666_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BM0666+WITH SETTING: INTO GROUND
 BM0666_STAMPING: D 1225 1973
 BM0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0666+STABILITY: SURFACE MOTION
 BM0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0666+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 BM0666
 BM0666  HISTORY     - Date     Condition        Report By
 BM0666  HISTORY     - 1973     MONUMENTED       NGS
 BM0666  HISTORY     - 1978     GOOD             NGS
 BM0666  HISTORY     - 1989     GOOD             USPSQD
 BM0666  HISTORY     - 1990     GOOD             USPSQD
 BM0666  HISTORY     - 1991     GOOD             USPSQD
 BM0666  HISTORY     - 19980718 GOOD             USPSQD
 BM0666  HISTORY     - 20030308 GOOD             USPSQD
 BM0666  HISTORY     - 20040612 GOOD             USPSQD
 BM0666
 BM0666                          STATION DESCRIPTION
 BM0666
 BM0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0666'1.0 MI E FROM GARFIELD.
 BM0666'ABOUT 1.0 MILES EAST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0666'STATION AND STORE AT GARFIELD, 0.75 MILES EAST OF GARFIELD WATER TOWER
 BM0666'ON A HILL 93 YARDS (P) EAST OF THE NORTHEAST CORNER OF A TIN FRAMED
 BM0666'BUILDING WHICH IS A TEXACO SERVICE STATION, 60.0 FEET SOUTH OF THE
 BM0666'CENTER LINE OF THE SOUTH LANE OF THE HIGHWAY, 84.5 FEET NORTHEAST OF
 BM0666'THE NORTHEAST CORNER OF A FRAME HOUSE OF JAMES FORADORY, 29.5 FEET
 BM0666'NORTHEAST OF A POWER POLE BRACED BY 2 GUY WIRES, THE MARK WILL BE
 BM0666'INSIDE OF A FENCE CORNER LATER ON, 0.75 MILES EAST OF THE BENCH MARK C
 BM0666'1225, 0.8 FEET SOUTH OF A METAL WITNESS POST AND IS A DISK ON TOP OF A
 BM0666'4-FOOT LENGTH OF COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 BM0666'FASTENED TO A BASE PLATE.  THE MARK IS PROTECTED BY A 6-INCH IRON PIPE
 BM0666'WHICH PROJECTS 4-INCHES.
 BM0666
 BM0666                          STATION RECOVERY (1978)
 BM0666
 BM0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0666'RECOVERED IN GOOD CONDITION.
 BM0666
 BM0666                          STATION RECOVERY (1989)
 BM0666
 BM0666'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0666'RECOVERED IN GOOD CONDITION.
 BM0666
 BM0666                          STATION RECOVERY (1990)
 BM0666
 BM0666'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0666'RECOVERED IN GOOD CONDITION.
 BM0666
 BM0666                          STATION RECOVERY (1991)
 BM0666
 BM0666'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0666'RECOVERED IN GOOD CONDITION.
 BM0666
 BM0666                          STATION RECOVERY (1998)
 BM0666
 BM0666'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0666'RECOVERED IN GOOD CONDITION.
 BM0666
 BM0666                          STATION RECOVERY (2003)
 BM0666
 BM0666'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0666'RECOVERED IN GOOD CONDITION.
 BM0666
 BM0666                          STATION RECOVERY (2004)
 BM0666
 BM0666'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2426 ***********************************************************************
 AX2426  DESIGNATION -  D 1226
 AX2426  PID         -  AX2426
 AX2426  STATE/COUNTY-  TX/AUSTIN
 AX2426  USGS QUAD   -  CAT SPRING (1981)
 AX2426
 AX2426                         *CURRENT SURVEY CONTROL
 AX2426  ___________________________________________________________________
 AX2426* NAD 83(1986)-  29 50 03.     (N)    096 17 34.     (W)     SCALED    
 AX2426* NAVD 88     -        79.259  (meters)     260.04   (feet)  ADJUSTED  
 AX2426  ___________________________________________________________________
 AX2426  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX2426  DYNAMIC HT  -          79.150 (meters)     259.68  (feet)  COMP
 AX2426  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 AX2426  OBS GRAVITY -     979,267.6   (mgal)                       GRAV_OBS
 AX2426
 AX2426  VERT ORDER  -  FIRST     CLASS I
 AX2426
 AX2426.The horizontal coordinates were scaled from a topographic map and have
 AX2426.an estimated accuracy of +/- 6 seconds.
 AX2426
 AX2426.The orthometric height was determined by differential leveling
 AX2426.and adjusted by the National Geodetic Survey in June 1991..
 AX2426
 AX2426.The geoid height was determined by GEOID03.
 AX2426
 AX2426.The dynamic height is computed by dividing the NAVD 88
 AX2426.geopotential number by the normal gravity value computed on the
 AX2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2426.degrees latitude (g = 980.6199 gals.).
 AX2426
 AX2426.The modeled gravity was interpolated from observed gravity values.
 AX2426.The observed gravity was obtained from relative gravimeter ties
 AX2426.to the IGSN71 gravity network.
 AX2426
 AX2426;                    North         East    Units  Estimated Accuracy
 AX2426;SPC TXSC     - 4,224,780.      861,590.      MT  (+/- 180 meters Scaled)
 AX2426
 AX2426                          SUPERSEDED SURVEY CONTROL
 AX2426
 AX2426  NGVD 29 (12/23/87)   79.232  (m)          259.95   (f) ADJUSTED    1 1
 AX2426
 AX2426.Superseded values are not recommended for survey control.
 AX2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2426.See file dsdata.txt to determine how the superseded data were derived.
 AX2426
 AX2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU615034(NAD 83)
 AX2426_MARKER: DB = BENCH MARK DISK
 AX2426_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AX2426+WITH SETTING: INFORMATION.
 AX2426_SP_SET: SHALLOW-SET METAL ROD
 AX2426_STAMPING: D 1226 1976
 AX2426_MARK LOGO: NGS   
 AX2426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2426
 AX2426  HISTORY     - Date     Condition        Report By
 AX2426  HISTORY     - 1976     MONUMENTED       NGS
 AX2426  HISTORY     - 1978     GOOD             NGS
 AX2426  HISTORY     - 1986     GOOD             NGS
 AX2426  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX2426
 AX2426                          STATION DESCRIPTION
 AX2426
 AX2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AX2426'2.2 MI EAST FROM CAT SPRINGS.
 AX2426'2.2 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2426'CROSSING OF FARM ROAD 949 AT CAT SPRINGS, 0.25 MILE SOUTHEAST
 AX2426'OF THE CROSSING OF DIRT ROAD, BY POLE NUMBER 375, 44 FEET SOUTHWEST
 AX2426'OF SOUTHWEST RAIL, 33 FEET NORTHEAST OF CENTERLINE OF ROAD, AND
 AX2426'3.5 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 375. DISK IS LEVEL
 AX2426'WITH GROUND WHICH ACCESS IS MADE THROUGH A 4 INCH PLASTIC SCREW
 AX2426'PLUG.
 AX2426
 AX2426                          STATION RECOVERY (1986)
 AX2426
 AX2426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX2426'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AX2426'THE MARK IS 0.45 METERS  NW FROM  A WITNESS POST
 AX2426
 AX2426                          STATION RECOVERY (1999)
 AX2426
 AX2426'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1123 ***********************************************************************
 AW1123  DESIGNATION -  D 1227
 AW1123  PID         -  AW1123
 AW1123  STATE/COUNTY-  TX/HARRIS
 AW1123  USGS QUAD   -  PARK PLACE (1995)
 AW1123
 AW1123                         *CURRENT SURVEY CONTROL
 AW1123  ___________________________________________________________________
 AW1123* NAD 83(1986)-  29 42 08.     (N)    095 16 29.     (W)     SCALED    
 AW1123* NAVD 88     -         9.275  (meters)      30.43   (feet)  ADJUSTED  
 AW1123  ___________________________________________________________________
 AW1123  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1123  DYNAMIC HT  -           9.262 (meters)      30.39  (feet)  COMP
 AW1123  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AW1123
 AW1123  VERT ORDER  -  FIRST     CLASS I
 AW1123
 AW1123.The horizontal coordinates were scaled from a topographic map and have
 AW1123.an estimated accuracy of +/- 6 seconds.
 AW1123
 AW1123.The orthometric height was determined by differential leveling
 AW1123.and adjusted by the National Geodetic Survey in June 1991..
 AW1123
 AW1123.The geoid height was determined by GEOID03.
 AW1123
 AW1123.The dynamic height is computed by dividing the NAVD 88
 AW1123.geopotential number by the normal gravity value computed on the
 AW1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1123.degrees latitude (g = 980.6199 gals.).
 AW1123
 AW1123.The modeled gravity was interpolated from observed gravity values.
 AW1123
 AW1123;                    North         East    Units  Estimated Accuracy
 AW1123;SPC TXSC     - 4,212,860.      960,400.      MT  (+/- 180 meters Scaled)
 AW1123
 AW1123                          SUPERSEDED SURVEY CONTROL
 AW1123
 AW1123  NGVD 29 (12/23/87)    9.272  (m)           30.42   (f) ADJUSTED    1 1
 AW1123
 AW1123.Superseded values are not recommended for survey control.
 AW1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1123.See file dsdata.txt to determine how the superseded data were derived.
 AW1123
 AW1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN799879(NAD 83)
 AW1123_MARKER: DB = BENCH MARK DISK
 AW1123_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1123_SP_SET: COPPER-CLAD STEEL ROD
 AW1123_STAMPING: D 1227 1976
 AW1123_MARK LOGO: NGS   
 AW1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW1123+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 AW1123
 AW1123  HISTORY     - Date     Condition        Report By
 AW1123  HISTORY     - 1976     MONUMENTED       NGS
 AW1123  HISTORY     - 1978     GOOD             NGS
 AW1123  HISTORY     - 1983     GOOD             NGS
 AW1123  HISTORY     - 1987     GOOD             NGS
 AW1123  HISTORY     - 1988     GOOD             USPSQD
 AW1123  HISTORY     - 1988     GOOD             USPSQD
 AW1123  HISTORY     - 1989     GOOD             USPSQD
 AW1123  HISTORY     - 1989     GOOD             USPSQD
 AW1123  HISTORY     - 1989     GOOD             USPSQD
 AW1123  HISTORY     - 1989     GOOD             USPSQD
 AW1123  HISTORY     - 1989     GOOD             USPSQD
 AW1123  HISTORY     - 1990     GOOD             USPSQD
 AW1123  HISTORY     - 1990     GOOD             USPSQD
 AW1123  HISTORY     - 19950624 GOOD             USPSQD
 AW1123  HISTORY     - 20031012 GOOD             USPSQD
 AW1123
 AW1123                          STATION DESCRIPTION
 AW1123
 AW1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1123'3.65 MI NW FROM DUMONT.
 AW1123'3.3 MILES NW ALONG THE GALVESTON HOUSTON AND HENDERSON RAILROAD FROM
 AW1123'THE STATION AT DUMONT, THENCE 0.25 MILE WEST ALONG PARK TERRACE BLVD,
 AW1123'THENCE 0.1 MILE NORTH ALONG BELLEVUE STREET AND INSIDE OF THE HOUSTON
 AW1123'EAST END WATER PUMPING PLANT YARD, 43 FEET SE OF BM L 1147, 22 FEET
 AW1123'SOUTH OF A CHAIN LINK FENCE, 1.5 FEET NORTH OF THE NE CORNER OF A
 AW1123'SMALL BRICK BUILDING.  ROD WAS DRIVEN TO GRADUAL REFUSAL.
 AW1123
 AW1123                          STATION RECOVERY (1978)
 AW1123
 AW1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1123'RECOVERED IN GOOD CONDITION.
 AW1123
 AW1123                          STATION RECOVERY (1983)
 AW1123
 AW1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1123'RECOVERED IN GOOD CONDITION.
 AW1123
 AW1123                          STATION RECOVERY (1987)
 AW1123
 AW1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1123'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--15.8 M
 AW1123'(51.8 FT) SOUTHEAST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE.
 AW1123
 AW1123                          STATION RECOVERY (1988)
 AW1123
 AW1123'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1123'RECOVERED IN GOOD CONDITION.
 AW1123
 AW1123                          STATION RECOVERY (1988)
 AW1123
 AW1123'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1123'RECOVERED IN GOOD CONDITION.
 AW1123
 AW1123                          STATION RECOVERY (1989)
 AW1123
 AW1123'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1123'RECOVERED IN GOOD CONDITION.
 AW1123
 AW1123                          STATION RECOVERY (1989)
 AW1123
 AW1123'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1123'RECOVERED IN GOOD CONDITION.
 AW1123
 AW1123                          STATION RECOVERY (1989)
 AW1123
 AW1123'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1123'RECOVERED IN GOOD CONDITION.
 AW1123
 AW1123                          STATION RECOVERY (1989)
 AW1123
 AW1123'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1123'RECOVERED IN GOOD CONDITION.
 AW1123
 AW1123                          STATION RECOVERY (1989)
 AW1123
 AW1123'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1123'RECOVERED IN GOOD CONDITION.
 AW1123
 AW1123                          STATION RECOVERY (1990)
 AW1123
 AW1123'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1123'RECOVERED IN GOOD CONDITION.
 AW1123
 AW1123                          STATION RECOVERY (1990)
 AW1123
 AW1123'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1123'RECOVERED IN GOOD CONDITION.
 AW1123
 AW1123                          STATION RECOVERY (1995)
 AW1123
 AW1123'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1123'RECOVERED IN GOOD CONDITION.
 AW1123
 AW1123                          STATION RECOVERY (2003)
 AW1123
 AW1123'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1178 ***********************************************************************
 AN1178  DESIGNATION -  D 123
 AN1178  PID         -  AN1178
 AN1178  STATE/COUNTY-  TX/VICTORIA
 AN1178  USGS QUAD   -  MISSION VALLEY (1987)
 AN1178
 AN1178                         *CURRENT SURVEY CONTROL
 AN1178  ___________________________________________________________________
 AN1178* NAD 83(1986)-  28 58 19.     (N)    097 08 36.     (W)     SCALED    
 AN1178* NAVD 88     -        47.45   (+/-2cm)     155.7    (feet)  VERTCON   
 AN1178  ___________________________________________________________________
 AN1178  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1178
 AN1178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1178
 AN1178.The horizontal coordinates were scaled from a topographic map and have
 AN1178.an estimated accuracy of +/- 6 seconds.
 AN1178
 AN1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1178.The vertical order pertains to the NGVD 29 superseded value.
 AN1178
 AN1178.The geoid height was determined by GEOID03.
 AN1178
 AN1178;                    North         East    Units  Estimated Accuracy
 AN1178;SPC TXSC     - 4,127,630.      780,930.      MT  (+/- 180 meters Scaled)
 AN1178
 AN1178                          SUPERSEDED SURVEY CONTROL
 AN1178
 AN1178  NGVD 29 (??/??/92)   47.487  (m)          155.80   (f) ADJ UNCH    2 0
 AN1178
 AN1178.Superseded values are not recommended for survey control.
 AN1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1178.See file dsdata.txt to determine how the superseded data were derived.
 AN1178
 AN1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT809062(NAD 83)
 AN1178_MARKER: DB = BENCH MARK DISK
 AN1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1178_STAMPING: D 123 1933
 AN1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1178+STABILITY: SURFACE MOTION
 AN1178
 AN1178  HISTORY     - Date     Condition        Report By
 AN1178  HISTORY     - 1933     MONUMENTED       CGS
 AN1178  HISTORY     - 1963     GOOD             USGS
 AN1178
 AN1178                          STATION DESCRIPTION
 AN1178
 AN1178'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1178'1.8 MI SE FROM THOMASTON.
 AN1178'IN VICTORIA COUNTY, ABOUT 1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 87
 AN1178'FROM THE POST OFFICE AT THOMASTON, DE WITT COUNTY, ABOUT 5 POLES
 AN1178'NORTHWEST OF MILEPOST 42, 47 FEET WEST OF THE CENTERLINE OF THE TRACK,
 AN1178'35 FEET SOUTH OF A ROAD CROSSING, 22 FEET SOUTH OF A POWER LINE POLE
 AN1178'OF A NORTH-SOUTH POWER LINE.  A STANDARD DISK, STAMPED D 123 1933 AND
 AN1178'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0711 ***********************************************************************
 CD0711  DESIGNATION -  D 1235
 CD0711  PID         -  CD0711
 CD0711  STATE/COUNTY-  TX/CULBERSON
 CD0711  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0711
 CD0711                         *CURRENT SURVEY CONTROL
 CD0711  ___________________________________________________________________
 CD0711* NAD 83(1986)-  31 58 05.     (N)    104 38 36.     (W)     SCALED    
 CD0711* NAVD 88     -      1365.987  (meters)    4481.58   (feet)  ADJUSTED  
 CD0711  ___________________________________________________________________
 CD0711  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CD0711  DYNAMIC HT  -        1363.891 (meters)    4474.70  (feet)  COMP
 CD0711  MODELED GRAV-     979,057.6   (mgal)                       NAVD 88
 CD0711
 CD0711  VERT ORDER  -  FIRST     CLASS I
 CD0711
 CD0711.The horizontal coordinates were scaled from a topographic map and have
 CD0711.an estimated accuracy of +/- 6 seconds.
 CD0711
 CD0711.The orthometric height was determined by differential leveling
 CD0711.and adjusted by the National Geodetic Survey in June 1991..
 CD0711
 CD0711.The geoid height was determined by GEOID03.
 CD0711
 CD0711.The dynamic height is computed by dividing the NAVD 88
 CD0711.geopotential number by the normal gravity value computed on the
 CD0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0711.degrees latitude (g = 980.6199 gals.).
 CD0711
 CD0711.The modeled gravity was interpolated from observed gravity values.
 CD0711
 CD0711;                    North         East    Units  Estimated Accuracy
 CD0711;SPC TX C     - 3,263,030.      292,690.      MT  (+/- 180 meters Scaled)
 CD0711
 CD0711                          SUPERSEDED SURVEY CONTROL
 CD0711
 CD0711  NGVD 29 (??/??/92) 1365.399  (m)         4479.65   (f) ADJ UNCH    1 1
 CD0711
 CD0711.Superseded values are not recommended for survey control.
 CD0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0711.See file dsdata.txt to determine how the superseded data were derived.
 CD0711
 CD0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER337369(NAD 83)
 CD0711_MARKER: DB = BENCH MARK DISK
 CD0711_SETTING: 80 = SET IN A BOULDER
 CD0711_STAMPING: D 1235 1977
 CD0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0711+STABILITY: SURFACE MOTION
 CD0711
 CD0711  HISTORY     - Date     Condition        Report By
 CD0711  HISTORY     - 1977     MONUMENTED       NGS
 CD0711
 CD0711                          STATION DESCRIPTION
 CD0711
 CD0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0711'11.9 MI NE FROM PINE SPRINGS.
 CD0711'11.9 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0711'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 6.9 MILES
 CD0711'SOUTHWEST OF THE TEXAS-NEW MEXICO STATE LINE, 42 FT. NORTHWEST
 CD0711'OF THE CENTER LINE OF THE HIGHWAY, 19.5 FT. SOUTHEAST OF A
 CD0711'FENCE LINE, SET IN TOP OF AN EMBEDDED BOULDER, FLUSH WITH THE
 CD0711'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0736 ***********************************************************************
 CD0736  DESIGNATION -  D 1236
 CD0736  PID         -  CD0736
 CD0736  STATE/COUNTY-  TX/CULBERSON
 CD0736  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0736
 CD0736                         *CURRENT SURVEY CONTROL
 CD0736  ___________________________________________________________________
 CD0736* NAD 83(1986)-  31 46 36.     (N)    104 51 42.     (W)     SCALED    
 CD0736* NAVD 88     -      1229.933  (meters)    4035.21   (feet)  ADJUSTED  
 CD0736  ___________________________________________________________________
 CD0736  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 CD0736  DYNAMIC HT  -        1228.068 (meters)    4029.09  (feet)  COMP
 CD0736  MODELED GRAV-     979,081.4   (mgal)                       NAVD 88
 CD0736
 CD0736  VERT ORDER  -  FIRST     CLASS I
 CD0736
 CD0736.The horizontal coordinates were scaled from a topographic map and have
 CD0736.an estimated accuracy of +/- 6 seconds.
 CD0736
 CD0736.The orthometric height was determined by differential leveling
 CD0736.and adjusted by the National Geodetic Survey in June 1991..
 CD0736
 CD0736.The geoid height was determined by GEOID03.
 CD0736
 CD0736.The dynamic height is computed by dividing the NAVD 88
 CD0736.geopotential number by the normal gravity value computed on the
 CD0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0736.degrees latitude (g = 980.6199 gals.).
 CD0736
 CD0736.The modeled gravity was interpolated from observed gravity values.
 CD0736
 CD0736;                    North         East    Units  Estimated Accuracy
 CD0736;SPC TX C     - 3,242,640.      271,200.      MT  (+/- 180 meters Scaled)
 CD0736
 CD0736                          SUPERSEDED SURVEY CONTROL
 CD0736
 CD0736  NGVD 29 (??/??/92) 1229.379  (m)         4033.39   (f) ADJ UNCH    1 1
 CD0736
 CD0736.Superseded values are not recommended for survey control.
 CD0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0736.See file dsdata.txt to determine how the superseded data were derived.
 CD0736
 CD0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER130156(NAD 83)
 CD0736_MARKER: DB = BENCH MARK DISK
 CD0736_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0736_SP_SET: 17 FT.
 CD0736_STAMPING: D 1236 1977
 CD0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0736
 CD0736  HISTORY     - Date     Condition        Report By
 CD0736  HISTORY     - 1977     MONUMENTED       NGS
 CD0736
 CD0736                          STATION DESCRIPTION
 CD0736
 CD0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0736'11.0 MI SW FROM PINE SPRINGS.
 CD0736'9.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0736'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.3 MILES
 CD0736'SOUTH ALONG STATE HIGHWAY 54, THENCE 0.45 MILE SOUTHWEST
 CD0736'ALONG A PAVED ROAD (OLD HIGHWAYS 62 AND 180), 0.45 MILE
 CD0736'NORTHEAST OF A STEEL WINDMILL, 69.5 FT. NORTHWEST OF THE
 CD0736'CENTER LINE OF THE HIGHWAY, DISK IS 0.6 FT. BELOW GROUND
 CD0736'LEVEL, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0460 ***********************************************************************
 AW0460  DESIGNATION -  D 1237
 AW0460  PID         -  AW0460
 AW0460  STATE/COUNTY-  TX/GALVESTON
 AW0460  USGS QUAD   -  GALVESTON (1994)
 AW0460
 AW0460                         *CURRENT SURVEY CONTROL
 AW0460  ___________________________________________________________________
 AW0460* NAD 83(1986)-  29 17 06.     (N)    094 51 37.     (W)     SCALED    
 AW0460* NAVD 88     -         1.32   (+/-2cm)       4.3    (feet)  VERTCON   
 AW0460  ___________________________________________________________________
 AW0460  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0460
 AW0460  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0460
 AW0460.The horizontal coordinates were scaled from a topographic map and have
 AW0460.an estimated accuracy of +/- 6 seconds.
 AW0460
 AW0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0460.The vertical order pertains to the NGVD 29 superseded value.
 AW0460
 AW0460.The geoid height was determined by GEOID03.
 AW0460
 AW0460;                    North         East    Units  Estimated Accuracy
 AW0460;SPC TXSC     - 4,168,000.    1,002,120.      MT  (+/- 180 meters Scaled)
 AW0460
 AW0460                          SUPERSEDED SURVEY CONTROL
 AW0460
 AW0460  NGVD 29 (??/??/??)    1.321  (m)            4.33   (f) ADJUSTED    1 1
 AW0460
 AW0460.Superseded values are not recommended for survey control.
 AW0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0460.See file dsdata.txt to determine how the superseded data were derived.
 AW0460
 AW0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN192409(NAD 83)
 AW0460_MARKER: DB = BENCH MARK DISK
 AW0460_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0460_SP_SET: GALVANIZED STEEL ROD
 AW0460_STAMPING: D 1237 1978
 AW0460_MARK LOGO: NGS   
 AW0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0460
 AW0460  HISTORY     - Date     Condition        Report By
 AW0460  HISTORY     - 1978     MONUMENTED       NGS
 AW0460  HISTORY     - 1983     GOOD             NGS
 AW0460  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0460  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0460  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0460  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0460  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 AW0460  HISTORY     - 20031205 MARK NOT FOUND   USPSQD
 AW0460  HISTORY     - 20041208 MARK NOT FOUND   USPSQD
 AW0460
 AW0460                          STATION DESCRIPTION
 AW0460
 AW0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0460'IN GALVESTON.
 AW0460'FROM THE JUNCTION OF BROADWAY AND TEICHMAN ROAD, 0.4 MILE WEST OF
 AW0460'THE 71 STREET EXIT RAMP OF INTERSTATE 45, ALONG BROADWAY (SOUTH BOUND
 AW0460'ONE-WAY) SOUTHEASTERLY FROM THE JUNCTION FOR 0.2 MILE TO THE NORTHWEST
 AW0460'CORNER OF A SMALL PASTURE ENCLOSURE. 29.4 FEET SOUTH OF THE CENTERLINE
 AW0460'OF BROADWAY 3 FEET SOUTH OF A POWERLINE POLE WITH A TRANSFORMER
 AW0460'ATTACHED, 2 FEET SOUTHWEST OF A WOODEN FENCE CORNER POST,121 FEET
 AW0460'EAST OF A GUYED POWERLINE POLE WITH TRANSFORMER ATTACHED AND A
 AW0460'TELEPHONE CABLE BOX AT ITS BASE, AND 0.1 MILE WEST OF A SIGN.
 AW0460
 AW0460                          STATION RECOVERY (1983)
 AW0460
 AW0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0460'RECOVERED IN GOOD CONDITION.
 AW0460
 AW0460                          STATION RECOVERY (1987)
 AW0460
 AW0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0460'NOT RECOVERED, AFTER A THOROUGH SEARCH NO EVIDENCE OF THE MARK WAS
 AW0460'FOUND.
 AW0460
 AW0460                          STATION RECOVERY (1988)
 AW0460
 AW0460'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0460'MARK NOT FOUND.
 AW0460
 AW0460                          STATION RECOVERY (1989)
 AW0460
 AW0460'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0460'MARK NOT FOUND.
 AW0460
 AW0460                          STATION RECOVERY (1989)
 AW0460
 AW0460'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0460'MARK NOT FOUND.
 AW0460
 AW0460                          STATION RECOVERY (1994)
 AW0460
 AW0460'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0460'MARK NOT FOUND.
 AW0460
 AW0460                          STATION RECOVERY (2003)
 AW0460
 AW0460'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0460'MARK NOT FOUND.
 AW0460
 AW0460                          STATION RECOVERY (2004)
 AW0460
 AW0460'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1661 ***********************************************************************
 AX1661  DESIGNATION -  D 124
 AX1661  PID         -  AX1661
 AX1661  STATE/COUNTY-  TX/DE WITT
 AX1661  USGS QUAD   -  BLACKWELL LAKE (1987)
 AX1661
 AX1661                         *CURRENT SURVEY CONTROL
 AX1661  ___________________________________________________________________
 AX1661* NAD 83(1986)-  29 03 22.     (N)    097 24 22.     (W)     SCALED    
 AX1661* NAVD 88     -        79.57   (+/-2cm)     261.1    (feet)  VERTCON   
 AX1661  ___________________________________________________________________
 AX1661  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX1661
 AX1661  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1661
 AX1661.The horizontal coordinates were scaled from a topographic map and have
 AX1661.an estimated accuracy of +/- 6 seconds.
 AX1661
 AX1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1661.The vertical order pertains to the NGVD 29 superseded value.
 AX1661
 AX1661.The geoid height was determined by GEOID03.
 AX1661
 AX1661;                    North         East    Units  Estimated Accuracy
 AX1661;SPC TXSC     - 4,136,570.      755,200.      MT  (+/- 180 meters Scaled)
 AX1661
 AX1661                          SUPERSEDED SURVEY CONTROL
 AX1661
 AX1661  NGVD 29 (??/??/92)   79.576  (m)          261.08   (f) ADJ UNCH    2 0
 AX1661
 AX1661.Superseded values are not recommended for survey control.
 AX1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1661.See file dsdata.txt to determine how the superseded data were derived.
 AX1661
 AX1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT551152(NAD 83)
 AX1661_MARKER: DB = BENCH MARK DISK
 AX1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1661_STAMPING: D-124 1933
 AX1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1661+STABILITY: SURFACE MOTION
 AX1661
 AX1661  HISTORY     - Date     Condition        Report By
 AX1661  HISTORY     - 1933     MONUMENTED       CGS
 AX1661  HISTORY     - 1960     POOR             USGS
 AX1661  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1661
 AX1661                          STATION DESCRIPTION
 AX1661
 AX1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1661'7.8 MI W FROM CUERO.
 AX1661'ALONG THE TEXAS AND NEW ORLEANS R.R. 0.5 MILE WEST OF BUCHEL AND 33
 AX1661'FT. WEST OF M.P. 143 AND 4 POLES WEST OF THE WEST SWITCH TO BUCHEL AND
 AX1661'36 FT. SOUTH OF THE CENTERLINE OF THE TRACKS.
 AX1661
 AX1661                          STATION RECOVERY (1960)
 AX1661
 AX1661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AX1661'MARK RECOVERED IN POOR CONDITION.
 AX1661
 AX1661                          STATION RECOVERY (2001)
 AX1661
 AX1661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1661'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0327 ***********************************************************************
 EM0327  DESIGNATION -  D 124
 EM0327  PID         -  EM0327
 EM0327  STATE/COUNTY-  TX/WILBARGER
 EM0327  USGS QUAD   -  NORTHSIDE (1985)
 EM0327
 EM0327                         *CURRENT SURVEY CONTROL
 EM0327  ___________________________________________________________________
 EM0327* NAD 83(1986)-  34 21 23.     (N)    099 21 30.     (W)     SCALED    
 EM0327* NAVD 88     -       414.765  (meters)    1360.77   (feet)  ADJUSTED  
 EM0327  ___________________________________________________________________
 EM0327  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 EM0327  DYNAMIC HT  -         414.305 (meters)    1359.27  (feet)  COMP
 EM0327  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 EM0327
 EM0327  VERT ORDER  -  SECOND    CLASS 0
 EM0327
 EM0327.The horizontal coordinates were scaled from a topographic map and have
 EM0327.an estimated accuracy of +/- 6 seconds.
 EM0327
 EM0327.The orthometric height was determined by differential leveling
 EM0327.and adjusted by the National Geodetic Survey in June 1991..
 EM0327
 EM0327.The geoid height was determined by GEOID03.
 EM0327
 EM0327.The dynamic height is computed by dividing the NAVD 88
 EM0327.geopotential number by the normal gravity value computed on the
 EM0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0327.degrees latitude (g = 980.6199 gals.).
 EM0327
 EM0327.The modeled gravity was interpolated from observed gravity values.
 EM0327
 EM0327;                    North         East    Units  Estimated Accuracy
 EM0327;SPC TXNC     - 2,298,620.      521,030.      MT  (+/- 180 meters Scaled)
 EM0327
 EM0327                          SUPERSEDED SURVEY CONTROL
 EM0327
 EM0327  NGVD 29 (??/??/92)  414.617  (m)         1360.29   (f) ADJ UNCH    2 0
 EM0327
 EM0327.Superseded values are not recommended for survey control.
 EM0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0327.See file dsdata.txt to determine how the superseded data were derived.
 EM0327
 EM0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD670017(NAD 83)
 EM0327_MARKER: DB = BENCH MARK DISK
 EM0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0327_SP_SET: CULVERT
 EM0327_STAMPING: D 124 1961
 EM0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0327
 EM0327  HISTORY     - Date     Condition        Report By
 EM0327  HISTORY     - 1961     MONUMENTED       CGS
 EM0327  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 EM0327
 EM0327                          STATION DESCRIPTION
 EM0327
 EM0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0327'3.25 MI E FROM ODELL.
 EM0327'3.25 MILES EAST ALONG FARM ROAD 91 FROM THE POST OFFICE AT ODELL,
 EM0327'ABOUT 100 YARDS WEST OF A DIRT ROAD LEADING TO A FARM HOUSE, 13.8 FEET
 EM0327'SOUTH OF THE HIGHWAY, CEMENTED IN A DRILL HOLE 0.5 FOOT WEST OF THE
 EM0327'EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT AND 1 FOOT HIGHER
 EM0327'THAN THE HIGHWAY.
 EM0327
 EM0327                          STATION RECOVERY (1982)
 EM0327
 EM0327'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 EM0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1595 ***********************************************************************
 AW1595  DESIGNATION -  D 1241
 AW1595  PID         -  AW1595
 AW1595  STATE/COUNTY-  TX/GALVESTON
 AW1595  USGS QUAD   -  BACLIFF (1993)
 AW1595
 AW1595                         *CURRENT SURVEY CONTROL
 AW1595  ___________________________________________________________________
 AW1595* NAD 83(1986)-  29 30 19.     (N)    094 57 29.     (W)     SCALED    
 AW1595* NAVD 88     -         4.869  (meters)      15.97   (feet)  ADJUSTED  
 AW1595  ___________________________________________________________________
 AW1595  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW1595  DYNAMIC HT  -           4.862 (meters)      15.95  (feet)  COMP
 AW1595  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 AW1595  OBS GRAVITY -     979,275.4   (mgal)                       GRAV_OBS
 AW1595
 AW1595  VERT ORDER  -  FIRST     CLASS II
 AW1595
 AW1595.The horizontal coordinates were scaled from a topographic map and have
 AW1595.an estimated accuracy of +/- 6 seconds.
 AW1595
 AW1595.The orthometric height was determined by differential leveling
 AW1595.and adjusted by the National Geodetic Survey in June 1991..
 AW1595
 AW1595.The geoid height was determined by GEOID03.
 AW1595
 AW1595.The dynamic height is computed by dividing the NAVD 88
 AW1595.geopotential number by the normal gravity value computed on the
 AW1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1595.degrees latitude (g = 980.6199 gals.).
 AW1595
 AW1595.The modeled gravity was interpolated from observed gravity values.
 AW1595.The observed gravity was obtained from relative gravimeter ties
 AW1595.to the IGSN71 gravity network.
 AW1595
 AW1595;                    North         East    Units  Estimated Accuracy
 AW1595;SPC TXSC     - 4,192,070.      991,780.      MT  (+/- 180 meters Scaled)
 AW1595
 AW1595                          SUPERSEDED SURVEY CONTROL
 AW1595
 AW1595  NGVD 29 (12/23/87)    4.865  (m)           15.96   (f) ADJUSTED    1 2
 AW1595
 AW1595.Superseded values are not recommended for survey control.
 AW1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1595.See file dsdata.txt to determine how the superseded data were derived.
 AW1595
 AW1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN102655(NAD 83)
 AW1595_MARKER: DB = BENCH MARK DISK
 AW1595_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1595_SP_SET: CONCRETE GUARDRAIL
 AW1595_STAMPING: D 1241 1978
 AW1595_MARK LOGO: NGS   
 AW1595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1595
 AW1595  HISTORY     - Date     Condition        Report By
 AW1595  HISTORY     - 1978     MONUMENTED       NGS
 AW1595  HISTORY     - 1987     GOOD             NGS
 AW1595  HISTORY     - 1989     GOOD             USPSQD
 AW1595  HISTORY     - 1991     GOOD             USPSQD
 AW1595  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1595  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW1595
 AW1595                          STATION DESCRIPTION
 AW1595
 AW1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1595'2.2 MI WEST FROM SAN LEON.
 AW1595'ABOUT 2.2 MILES WEST ALONG FARM ROAD 517 FROM THE POST OFFICE
 AW1595'AT SAN LEON IN THE NORTHWEST CORNER OF A GUARD RAIL WALL OF
 AW1595'BRIDGE OVER SMALL INLET, 49 FEET SOUTHEAST OF A POWER LINE POLE,
 AW1595'18 FEET NORTH OF CENTERLINE OF ROAD, 9.5 FEET SOUTHEAST OF WEST
 AW1595'CORNER OF CHAIN LINK FENCE, AND 0.5 FOOT EAST OF WEST END OF
 AW1595'CONCRETE GUARD RAIL WALL.
 AW1595
 AW1595                          STATION RECOVERY (1987)
 AW1595
 AW1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1595'RECOVERED IN GOOD CONDITION.
 AW1595
 AW1595                          STATION RECOVERY (1989)
 AW1595
 AW1595'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1595'RECOVERED IN GOOD CONDITION.
 AW1595
 AW1595                          STATION RECOVERY (1991)
 AW1595
 AW1595'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1595'RECOVERED IN GOOD CONDITION.
 AW1595
 AW1595                          STATION RECOVERY (1994)
 AW1595
 AW1595'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1595'MARK NOT FOUND.
 AW1595
 AW1595                          STATION RECOVERY (2004)
 AW1595
 AW1595'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1341 ***********************************************************************
 AW1341  DESIGNATION -  D 1242
 AW1341  PID         -  AW1341
 AW1341  STATE/COUNTY-  TX/GALVESTON
 AW1341  USGS QUAD   -  GALVESTON (1994)
 AW1341
 AW1341                         *CURRENT SURVEY CONTROL
 AW1341  ___________________________________________________________________
 AW1341* NAD 83(1986)-  29 22 10.     (N)    094 45 33.     (W)     SCALED    
 AW1341* NAVD 88     -         1.30   (+/-2cm)       4.3    (feet)  VERTCON   
 AW1341  ___________________________________________________________________
 AW1341  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW1341
 AW1341  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1341
 AW1341.The horizontal coordinates were scaled from a topographic map and have
 AW1341.an estimated accuracy of +/- 6 seconds.
 AW1341
 AW1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1341.The vertical order pertains to the NGVD 29 superseded value.
 AW1341
 AW1341.The geoid height was determined by GEOID03.
 AW1341
 AW1341;                    North         East    Units  Estimated Accuracy
 AW1341;SPC TXSC     - 4,177,710.    1,011,600.      MT  (+/- 180 meters Scaled)
 AW1341
 AW1341                          SUPERSEDED SURVEY CONTROL
 AW1341
 AW1341  NGVD 29 (??/??/92)    1.299  (m)            4.26   (f) ADJ UNCH    1 2
 AW1341
 AW1341.Superseded values are not recommended for survey control.
 AW1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1341.See file dsdata.txt to determine how the superseded data were derived.
 AW1341
 AW1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN292502(NAD 83)
 AW1341_MARKER: DB = BENCH MARK DISK
 AW1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1341_SP_SET: CULVERT
 AW1341_STAMPING: D 1242 1978
 AW1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1341
 AW1341  HISTORY     - Date     Condition        Report By
 AW1341  HISTORY     - 1978     MONUMENTED       NGS
 AW1341  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1341  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1341  HISTORY     - 19890707 MARK NOT FOUND   USPSQD
 AW1341  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1341  HISTORY     - 20000510 MARK NOT FOUND   USPSQD
 AW1341  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 AW1341
 AW1341                          STATION DESCRIPTION
 AW1341
 AW1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1341'1.2 MI NE FROM PORT BOLIVAR.
 AW1341'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM
 AW1341'THE FERRY LANDING AT PORT BOLIVAR, SET IN THE CENTER OF
 AW1341'3X5 CONCRETE BOX CULVERT, 105 FEET NORTH AND ACROSS ROAD
 AW1341'FROM POWER POLE NUMBER 557, 180 FEET WEST OF CENTERLINE
 AW1341'OF A ROAD TO OLD FORT TRAVIS, 60 FEET SOUTH OF UNDER-
 AW1341'GROUND CABLE WARNING POST WITH SIGN, AND 21 FEET NORTH-
 AW1341'WEST OF CENTERLINE OF ROAD.
 AW1341
 AW1341                          STATION RECOVERY (1988)
 AW1341
 AW1341'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1341'MARK NOT FOUND.
 AW1341
 AW1341                          STATION RECOVERY (1988)
 AW1341
 AW1341'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW1341'MARK NOT FOUND.
 AW1341
 AW1341                          STATION RECOVERY (1989)
 AW1341
 AW1341'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 AW1341'MARK NOT FOUND.
 AW1341
 AW1341                          STATION RECOVERY (1990)
 AW1341
 AW1341'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1341'MARK NOT FOUND.
 AW1341
 AW1341                          STATION RECOVERY (2000)
 AW1341
 AW1341'RECOVERY NOTE BY US POWER SQUADRON 2000 (DM)
 AW1341'MARK NOT FOUND.
 AW1341
 AW1341                          STATION RECOVERY (2001)
 AW1341
 AW1341'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1341'BOX CULVERT REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1446 ***********************************************************************
 AW1446  DESIGNATION -  D 1243
 AW1446  PID         -  AW1446
 AW1446  STATE/COUNTY-  TX/CHAMBERS
 AW1446  USGS QUAD   -  OYSTER BAYOU (1994)
 AW1446
 AW1446                         *CURRENT SURVEY CONTROL
 AW1446  ___________________________________________________________________
 AW1446* NAD 83(1986)-  29 40 47.     (N)    094 37 05.     (W)     SCALED    
 AW1446* NAVD 88     -         3.58   (+/-2cm)      11.7    (feet)  VERTCON   
 AW1446  ___________________________________________________________________
 AW1446  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1446
 AW1446  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1446
 AW1446.The horizontal coordinates were scaled from a topographic map and have
 AW1446.an estimated accuracy of +/- 6 seconds.
 AW1446
 AW1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1446.The vertical order pertains to the NGVD 29 superseded value.
 AW1446
 AW1446.The geoid height was determined by GEOID03.
 AW1446
 AW1446;                    North         East    Units  Estimated Accuracy
 AW1446;SPC TXSC     - 4,212,570.    1,024,000.      MT  (+/- 180 meters Scaled)
 AW1446
 AW1446                          SUPERSEDED SURVEY CONTROL
 AW1446
 AW1446  NGVD 29 (??/??/92)    3.585  (m)           11.76   (f) ADJ UNCH    1 2
 AW1446
 AW1446.Superseded values are not recommended for survey control.
 AW1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1446.See file dsdata.txt to determine how the superseded data were derived.
 AW1446
 AW1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN434843(NAD 83)
 AW1446_MARKER: DB = BENCH MARK DISK
 AW1446_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1446_SP_SET: GALVANIZED STEEL ROD
 AW1446_STAMPING: D 1243 1978
 AW1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1446+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 AW1446
 AW1446  HISTORY     - Date     Condition        Report By
 AW1446  HISTORY     - 1978     MONUMENTED       NGS
 AW1446  HISTORY     - 1990     GOOD             USPSQD
 AW1446  HISTORY     - 20040310 GOOD             USPSQD
 AW1446  HISTORY     - 20050315 GOOD             USPSQD
 AW1446
 AW1446                          STATION DESCRIPTION
 AW1446
 AW1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1446'10.5 MI SE FROM ANAHUAC.
 AW1446'ABOUT 6.8 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION OF
 AW1446'STATE HIGHWAY 61 AT ANAHUAC, THENCE 3.2 MILES EAST ALONG A PAVED
 AW1446'ROAD, THENCE 0.5 MILE SOUTHWEST ALONG FARM ROAD 562, 0.45 MILE
 AW1446'NORTHWEST OF THE JUNCTION OF FARM ROAD 1985, 63 FEET SOUTH OF
 AW1446'CENTERLINE OF FARM ROAD 562, 36 FEET NORTHEAST OF CENTERLINE OF
 AW1446'A WIRE GATE WITH TWO LARGE POLES, 5 FEET EAST OF A FENCE, AND
 AW1446'3 FEET SOUTHEAST OF POWER POLE NUMBER 2199.
 AW1446
 AW1446                          STATION RECOVERY (1990)
 AW1446
 AW1446'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1446'RECOVERED IN GOOD CONDITION.
 AW1446
 AW1446                          STATION RECOVERY (2004)
 AW1446
 AW1446'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1446'GO TO N29 41 05.4 W094 37 30.7
 AW1446
 AW1446                          STATION RECOVERY (2005)
 AW1446
 AW1446'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1264 ***********************************************************************
 AW1264  DESIGNATION -  D 1244
 AW1264  PID         -  AW1264
 AW1264  STATE/COUNTY-  TX/HARRIS
 AW1264  USGS QUAD   -  PASADENA (1995)
 AW1264
 AW1264                         *CURRENT SURVEY CONTROL
 AW1264  ___________________________________________________________________
 AW1264* NAD 83(1986)-  29 39 47.     (N)    095 07 59.     (W)     SCALED    
 AW1264* NAVD 88     -         8.450  (meters)      27.72   (feet)  ADJUSTED  
 AW1264  ___________________________________________________________________
 AW1264  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1264  DYNAMIC HT  -           8.439 (meters)      27.69  (feet)  COMP
 AW1264  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 AW1264
 AW1264  VERT ORDER  -  FIRST     CLASS II
 AW1264
 AW1264.The horizontal coordinates were scaled from a topographic map and have
 AW1264.an estimated accuracy of +/- 6 seconds.
 AW1264
 AW1264.The orthometric height was determined by differential leveling
 AW1264.and adjusted by the National Geodetic Survey in June 1991..
 AW1264
 AW1264.The geoid height was determined by GEOID03.
 AW1264
 AW1264.The dynamic height is computed by dividing the NAVD 88
 AW1264.geopotential number by the normal gravity value computed on the
 AW1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1264.degrees latitude (g = 980.6199 gals.).
 AW1264
 AW1264.The modeled gravity was interpolated from observed gravity values.
 AW1264
 AW1264;                    North         East    Units  Estimated Accuracy
 AW1264;SPC TXSC     - 4,208,970.      974,250.      MT  (+/- 180 meters Scaled)
 AW1264
 AW1264                          SUPERSEDED SURVEY CONTROL
 AW1264
 AW1264  NGVD 29 (12/23/87)    8.447  (m)           27.71   (f) ADJUSTED    1 2
 AW1264
 AW1264.Superseded values are not recommended for survey control.
 AW1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1264.See file dsdata.txt to determine how the superseded data were derived.
 AW1264
 AW1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN935833(NAD 83)
 AW1264_MARKER: DB = BENCH MARK DISK
 AW1264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1264_SP_SET: CATCH BASIN
 AW1264_STAMPING: D 1244 1978
 AW1264_MARK LOGO: NGS   
 AW1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1264
 AW1264  HISTORY     - Date     Condition        Report By
 AW1264  HISTORY     - 1978     MONUMENTED       NGS
 AW1264  HISTORY     - 1986     GOOD             NGS
 AW1264  HISTORY     - 1989     GOOD             USPSQD
 AW1264  HISTORY     - 1989     GOOD             USPSQD
 AW1264  HISTORY     - 1989     GOOD             USPSQD
 AW1264  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1264  HISTORY     - 1990     GOOD             USPSQD
 AW1264  HISTORY     - 19980307 POOR             USPSQD
 AW1264  HISTORY     - 20000311 GOOD             USPSQD
 AW1264  HISTORY     - 20010331 GOOD             NGS
 AW1264
 AW1264                          STATION DESCRIPTION
 AW1264
 AW1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1264'6.1 MI EAST FROM SOUTH HOUSTON.
 AW1264'ABOUT 6.1 MILES EAST ALONG SPENCER HIGHWAY FROM THE GALVESTON,
 AW1264'HOUSTON AND HENDERSON RAILROAD STATION IN SOUTH HOUSTON, AT THE
 AW1264'INTERSECTION OF RED BLUFF ROAD, SET IN THE SOUTH EAST CORNER OF THE
 AW1264'WEST CATCH BASIN 147 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AW1264'105 FEET SOUTH-SOUTHEAST OF POWER POLE NUMBER 1511, 45 FEET NORTH
 AW1264'OF A POWER POLE WITH A TRANSFORMER, 27 FEET WEST OF THE CENTERLINE
 AW1264'OF RED BLUFF ROAD, AND 0.5 FOOT WEST OF THE WEST CURB OF RED BLUFF
 AW1264'ROAD.
 AW1264
 AW1264                          STATION RECOVERY (1986)
 AW1264
 AW1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1264'RECOVERED IN GOOD CONDITION.
 AW1264
 AW1264                          STATION RECOVERY (1989)
 AW1264
 AW1264'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1264'RECOVERED IN GOOD CONDITION.
 AW1264
 AW1264                          STATION RECOVERY (1989)
 AW1264
 AW1264'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1264'RECOVERED IN GOOD CONDITION.
 AW1264
 AW1264                          STATION RECOVERY (1989)
 AW1264
 AW1264'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1264'RECOVERED IN GOOD CONDITION.
 AW1264
 AW1264                          STATION RECOVERY (1989)
 AW1264
 AW1264'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1264'MARK NOT FOUND.
 AW1264
 AW1264                          STATION RECOVERY (1990)
 AW1264
 AW1264'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1264'RECOVERED IN GOOD CONDITION.
 AW1264
 AW1264                          STATION RECOVERY (1998)
 AW1264
 AW1264'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1264'MARK RECOVERED IN POOR CONDITION.
 AW1264
 AW1264                          STATION RECOVERY (2000)
 AW1264
 AW1264'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1264'RECOVERED IN GOOD CONDITION.
 AW1264
 AW1264                          STATION RECOVERY (2001)
 AW1264
 AW1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1264'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2415 ***********************************************************************
 AX2415  DESIGNATION -  D 1247
 AX2415  PID         -  AX2415
 AX2415  STATE/COUNTY-  TX/FAYETTE
 AX2415  USGS QUAD   -  WEST POINT (1981)
 AX2415
 AX2415                         *CURRENT SURVEY CONTROL
 AX2415  ___________________________________________________________________
 AX2415* NAD 83(1986)-  29 57 19.     (N)    097 03 01.     (W)     SCALED    
 AX2415* NAVD 88     -        89.746  (meters)     294.44   (feet)  ADJUSTED  
 AX2415  ___________________________________________________________________
 AX2415  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AX2415  DYNAMIC HT  -          89.624 (meters)     294.04  (feet)  COMP
 AX2415  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 AX2415  OBS GRAVITY -     979,289.3   (mgal)                       GRAV_OBS
 AX2415
 AX2415  VERT ORDER  -  FIRST     CLASS I
 AX2415
 AX2415.The horizontal coordinates were scaled from a topographic map and have
 AX2415.an estimated accuracy of +/- 6 seconds.
 AX2415
 AX2415.The orthometric height was determined by differential leveling
 AX2415.and adjusted by the National Geodetic Survey in June 1991..
 AX2415
 AX2415.The geoid height was determined by GEOID03.
 AX2415
 AX2415.The dynamic height is computed by dividing the NAVD 88
 AX2415.geopotential number by the normal gravity value computed on the
 AX2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2415.degrees latitude (g = 980.6199 gals.).
 AX2415
 AX2415.The modeled gravity was interpolated from observed gravity values.
 AX2415.The observed gravity was obtained from relative gravimeter ties
 AX2415.to the IGSN71 gravity network.
 AX2415
 AX2415;                    North         East    Units  Estimated Accuracy
 AX2415;SPC TXSC     - 4,236,740.      788,180.      MT  (+/- 180 meters Scaled)
 AX2415
 AX2415                          SUPERSEDED SURVEY CONTROL
 AX2415
 AX2415  NGVD 29 (??/??/92)   89.696  (m)          294.28   (f) ADJ UNCH    1 1
 AX2415
 AX2415.Superseded values are not recommended for survey control.
 AX2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2415.See file dsdata.txt to determine how the superseded data were derived.
 AX2415
 AX2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU881154(NAD 83)
 AX2415_MARKER: DB = BENCH MARK DISK
 AX2415_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AX2415_SP_SET: 48 FEET DEEP
 AX2415_STAMPING: D 1247 1978
 AX2415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2415
 AX2415  HISTORY     - Date     Condition        Report By
 AX2415  HISTORY     - 1978     MONUMENTED       NGS
 AX2415  HISTORY     - 19910608 GOOD             USPSQD
 AX2415
 AX2415                          STATION DESCRIPTION
 AX2415
 AX2415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AX2415'5.1 MI WEST FROM PLUM.
 AX2415'5.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2415'CROSSING OF AN ASPHALT ROAD AT PLUM, 0.65 MILES WEST OF THE CROSSING O
 AX2415'THE TEXAS-NEW ORLEANS RAILROAD AT WEST POINT, AT THE CROSSING OF A
 AX2415'DIRT FARM ROAD 0.1 MILE EAST OF A WOODEN TRUSS BRIDGE, 45 FEET SOUTH
 AX2415'OF THE SOUTH RAIL, 5 FEET WEST OF THE WEST END GATE (WIRE), AND 1
 AX2415'FOOT NORTH OF A WIRE FENCE.  NOTE=FARM ROAD IS MARKED 117 ON HIGHWAY.
 AX2415'DISK IS LEVEL WITH GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 AX2415'PLASTIC SCREW PLUG WHICH IS ENCASED IN AN 8 INCH CONCRETE POST.
 AX2415
 AX2415                          STATION RECOVERY (1991)
 AX2415
 AX2415'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AX2415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0731 ***********************************************************************
 AW0731  DESIGNATION -  D 1248
 AW0731  PID         -  AW0731
 AW0731  STATE/COUNTY-  TX/HARRIS
 AW0731  USGS QUAD   -  MONT BELVIEU (1994)
 AW0731
 AW0731                         *CURRENT SURVEY CONTROL
 AW0731  ___________________________________________________________________
 AW0731* NAD 83(1986)-  29 51 22.     (N)    094 54 40.     (W)     SCALED    
 AW0731* NAVD 88     -        13.38   (+/-2cm)      43.9    (feet)  VERTCON   
 AW0731  ___________________________________________________________________
 AW0731  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW0731
 AW0731  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0731
 AW0731.The horizontal coordinates were scaled from a topographic map and have
 AW0731.an estimated accuracy of +/- 6 seconds.
 AW0731
 AW0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0731.The vertical order pertains to the NGVD 29 superseded value.
 AW0731
 AW0731.The geoid height was determined by GEOID03.
 AW0731
 AW0731;                    North         East    Units  Estimated Accuracy
 AW0731;SPC TXSC     - 4,231,090.      994,970.      MT  (+/- 180 meters Scaled)
 AW0731
 AW0731                          SUPERSEDED SURVEY CONTROL
 AW0731
 AW0731  NGVD 29 (??/??/92)   13.380  (m)           43.90   (f) ADJ UNCH    1 2
 AW0731
 AW0731.Superseded values are not recommended for survey control.
 AW0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0731.See file dsdata.txt to determine how the superseded data were derived.
 AW0731
 AW0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP153043(NAD 83)
 AW0731_MARKER: DB = BENCH MARK DISK
 AW0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0731_SP_SET: FOUNDATION
 AW0731_STAMPING: D 1248 1978
 AW0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0731
 AW0731  HISTORY     - Date     Condition        Report By
 AW0731  HISTORY     - 1978     MONUMENTED       NGS
 AW0731  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0731  HISTORY     - 19940722 MARK NOT FOUND   USPSQD
 AW0731  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW0731
 AW0731                          STATION DESCRIPTION
 AW0731
 AW0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0731'2.1 MI WEST FROM MONT BELVIEU.
 AW0731'0.4 MILE NORTHWEST ALONG LOOP 207 FROM THE METHODIST CHURCH AT
 AW0731'MONT BELVIEU, THENCE 1.7 MILES WEST ALONG FARM ROAD 1942, 0.3 MILE
 AW0731'WEST OF THE SOUTHERN PACIFIC RAILROAD CROSSING, 0.3 MILE EAST
 AW0731'OF A SHELL ROAD NORTH, IN THE SOUTHWEST CORNER OF A 30X30 FOOT
 AW0731'ABANDONED FOUNDATION FOR A OIL DERRICK, WHICH PROJECTS 4 FEET
 AW0731'ABOVE GROUND, 69 FEET NORTHWEST OF CENTERLINE OF FARM ROAD 1942,
 AW0731'0.8 FOOT NORTHEAST OF SOUTHWEST CORNER OF FOUNDATION.
 AW0731
 AW0731                          STATION RECOVERY (1990)
 AW0731
 AW0731'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0731'MARK NOT FOUND.
 AW0731
 AW0731                          STATION RECOVERY (1994)
 AW0731
 AW0731'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0731'MARK NOT FOUND.
 AW0731
 AW0731                          STATION RECOVERY (2004)
 AW0731
 AW0731'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1821 ***********************************************************************
 BL1821  DESIGNATION -  D 1249
 BL1821  PID         -  BL1821
 BL1821  STATE/COUNTY-  TX/LIBERTY
 BL1821  USGS QUAD   -  HUFFMAN (1980)
 BL1821
 BL1821                         *CURRENT SURVEY CONTROL
 BL1821  ___________________________________________________________________
 BL1821* NAD 83(1986)-  30 02 53.     (N)    095 01 23.     (W)     SCALED    
 BL1821* NAVD 88     -        22.60   (+/-2cm)      74.1    (feet)  VERTCON   
 BL1821  ___________________________________________________________________
 BL1821  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL1821
 BL1821  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1821
 BL1821.The horizontal coordinates were scaled from a topographic map and have
 BL1821.an estimated accuracy of +/- 6 seconds.
 BL1821
 BL1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1821.The vertical order pertains to the NGVD 29 superseded value.
 BL1821
 BL1821.The geoid height was determined by GEOID03.
 BL1821
 BL1821;                    North         East    Units  Estimated Accuracy
 BL1821;SPC TX C     - 3,054,500.    1,211,940.      MT  (+/- 180 meters Scaled)
 BL1821
 BL1821                          SUPERSEDED SURVEY CONTROL
 BL1821
 BL1821  NGVD 29 (??/??/92)   22.598  (m)           74.14   (f) ADJ UNCH    1 2
 BL1821
 BL1821.Superseded values are not recommended for survey control.
 BL1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1821.See file dsdata.txt to determine how the superseded data were derived.
 BL1821
 BL1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP049258(NAD 83)
 BL1821_MARKER: DB = BENCH MARK DISK
 BL1821_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1821_SP_SET: 33 FEET DEEP
 BL1821_STAMPING: D 1249 1978
 BL1821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1821
 BL1821  HISTORY     - Date     Condition        Report By
 BL1821  HISTORY     - 1978     MONUMENTED       NGS
 BL1821  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1821
 BL1821                          STATION DESCRIPTION
 BL1821
 BL1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1821'4.5 MI SE FROM HUFFMAN.
 BL1821'4.5 MILES SOUTHEAST ALONG FARM ROAD 1960 FROM ITS INTERSECTION
 BL1821'WITH FARM ROAD 2100 IN HUFFMAN, DEEP ROD MARK IS SET ON THE WEST
 BL1821'CORNER OF THE INTERSECTION OF FARM ROAD 1960 AND MISSOURI PACIFIC
 BL1821'RAILROAD.  259 FEET WEST OF THE INTERSECTION OF FARM ROAD 1960 AND
 BL1821'THE MISSOURI PACIFIC RAILROAD, 107 FEET EAST OF THE SOUTHEAST FENCE
 BL1821'CORNER POST TO A SMALL FIELD , 71 FEET NORTHWEST OF THE NORTHWEST
 BL1821'RAIL AND 1.6 FEET NORTHEAST OF TELEPHONE POLE.  DISK IS LEVEL WITH
 BL1821'THE GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC
 BL1821'SCREW PLUG.
 BL1821
 BL1821                          STATION RECOVERY (2004)
 BL1821
 BL1821'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1685 ***********************************************************************
 AN1685  DESIGNATION -  D 125
 AN1685  PID         -  AN1685
 AN1685  STATE/COUNTY-  TX/KARNES
 AN1685  USGS QUAD   -  KENEDY (1987)
 AN1685
 AN1685                         *CURRENT SURVEY CONTROL
 AN1685  ___________________________________________________________________
 AN1685* NAD 83(1986)-  28 49 43.     (N)    097 47 56.     (W)     SCALED    
 AN1685* NAVD 88     -        72.94   (+/-2cm)     239.3    (feet)  VERTCON   
 AN1685  ___________________________________________________________________
 AN1685  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AN1685
 AN1685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1685
 AN1685.The horizontal coordinates were scaled from a topographic map and have
 AN1685.an estimated accuracy of +/- 6 seconds.
 AN1685
 AN1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1685.The vertical order pertains to the NGVD 29 superseded value.
 AN1685
 AN1685.The geoid height was determined by GEOID03.
 AN1685
 AN1685;                    North         East    Units  Estimated Accuracy
 AN1685;SPC TXSC     - 4,110,910.      717,210.      MT  (+/- 180 meters Scaled)
 AN1685
 AN1685                          SUPERSEDED SURVEY CONTROL
 AN1685
 AN1685  NGVD 29 (??/??/92)   72.918  (m)          239.23   (f) ADJ UNCH    2 0
 AN1685
 AN1685.Superseded values are not recommended for survey control.
 AN1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1685.See file dsdata.txt to determine how the superseded data were derived.
 AN1685
 AN1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS171895(NAD 83)
 AN1685_MARKER: DB = BENCH MARK DISK
 AN1685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1685_SP_SET: CULVERT
 AN1685_STAMPING: D 125 1933
 AN1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1685
 AN1685  HISTORY     - Date     Condition        Report By
 AN1685  HISTORY     - 1933     MONUMENTED       CGS
 AN1685
 AN1685                          STATION DESCRIPTION
 AN1685
 AN1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1685'3.1 MI E FROM KENEDY.
 AN1685'3.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1685'STATION AT KENEDY, KARNES COUNTY, 8 POLES WEST OF MILEPOST 173, 120
 AN1685'YARDS WEST OF TRESTLE 173-B, AT 36-INCH CONCRETE-PIPE CULVERT 173-C,
 AN1685'IN THE TOP OF THE EAST END OF THE SOUTH WING WALL, AND 10 FEET SOUTH
 AN1685'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED D 125 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0287 ***********************************************************************
 AW0287  DESIGNATION -  D 1251
 AW0287  PID         -  AW0287
 AW0287  STATE/COUNTY-  TX/HARRIS
 AW0287  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0287
 AW0287                         *CURRENT SURVEY CONTROL
 AW0287  ___________________________________________________________________
 AW0287* NAD 83(1986)-  29 47 05.     (N)    095 34 18.     (W)     SCALED    
 AW0287* NAVD 88     -        25.388  (meters)      83.29   (feet)  ADJUSTED  
 AW0287  ___________________________________________________________________
 AW0287  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0287  DYNAMIC HT  -          25.354 (meters)      83.18  (feet)  COMP
 AW0287  MODELED GRAV-     979,281.7   (mgal)                       NAVD 88
 AW0287
 AW0287  VERT ORDER  -  FIRST     CLASS II
 AW0287
 AW0287.The horizontal coordinates were scaled from a topographic map and have
 AW0287.an estimated accuracy of +/- 6 seconds.
 AW0287
 AW0287.The orthometric height was determined by differential leveling
 AW0287.and adjusted by the National Geodetic Survey in June 1991..
 AW0287
 AW0287.The geoid height was determined by GEOID03.
 AW0287
 AW0287.The dynamic height is computed by dividing the NAVD 88
 AW0287.geopotential number by the normal gravity value computed on the
 AW0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0287.degrees latitude (g = 980.6199 gals.).
 AW0287
 AW0287.The modeled gravity was interpolated from observed gravity values.
 AW0287
 AW0287;                    North         East    Units  Estimated Accuracy
 AW0287;SPC TXSC     - 4,221,130.      931,420.      MT  (+/- 180 meters Scaled)
 AW0287
 AW0287                          SUPERSEDED SURVEY CONTROL
 AW0287
 AW0287  NGVD 29 (12/23/87)   25.382  (m)           83.27   (f) ADJUSTED    1 2
 AW0287
 AW0287.Superseded values are not recommended for survey control.
 AW0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0287.See file dsdata.txt to determine how the superseded data were derived.
 AW0287
 AW0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN513977(NAD 83)
 AW0287_MARKER: I = METAL ROD
 AW0287_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0287_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0287_STAMPING: D 1251 1978
 AW0287_MARK LOGO: NGS   
 AW0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0287+STABILITY: POSITION/ELEVATION WELL
 AW0287
 AW0287  HISTORY     - Date     Condition        Report By
 AW0287  HISTORY     - 1978     MONUMENTED       NGS
 AW0287  HISTORY     - 1978     GOOD             NGS
 AW0287  HISTORY     - 1981     GOOD             NGS
 AW0287  HISTORY     - 1983     GOOD             NGS
 AW0287  HISTORY     - 1986     GOOD             NGS
 AW0287  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0287  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0287  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW0287  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0287
 AW0287                          STATION DESCRIPTION
 AW0287
 AW0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0287'4.3 MI EAST FROM ADDICKS.
 AW0287'4.3 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0287'RAILROAD BRIDGE IN ADDICKS, 0.1 MILE SOUTH ACROSS OLD KATY ROAD AND
 AW0287'THE RAILROAD FROM LEVITZ FURNITURE STORE, 187 FEET EAST OF THE EAST
 AW0287'END OF A CURB ON THE NORTH SIDE OF THE WEST BOUND ACCESS ROAD, 38.5
 AW0287'FEET NORTH OF THE CENTERLINE OF THE WEST BOUND ACCESS ROAD, AND 42
 AW0287'FEET SOUTH OF THE SOUTH RAIL.  NOTE=SLEEVE DEPTH IS 40 FEET.
 AW0287
 AW0287                          STATION RECOVERY (1978)
 AW0287
 AW0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WVN)
 AW0287'RECOVERED IN GOOD CONDITION.
 AW0287
 AW0287                          STATION RECOVERY (1981)
 AW0287
 AW0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0287'RECOVERED IN GOOD CONDITION.
 AW0287
 AW0287                          STATION RECOVERY (1983)
 AW0287
 AW0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0287'RECOVERED IN GOOD CONDITION.  NOTE, NO WITNESS POST WAS RESET DUE
 AW0287'TO MOWING IN AREA.
 AW0287
 AW0287                          STATION RECOVERY (1986)
 AW0287
 AW0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0287'RECOVERED IN GOOD CONDITION.
 AW0287
 AW0287                          STATION RECOVERY (1987)
 AW0287
 AW0287'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0287'MARK NOT FOUND.
 AW0287
 AW0287                          STATION RECOVERY (1989)
 AW0287
 AW0287'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0287'MARK NOT FOUND.
 AW0287
 AW0287                          STATION RECOVERY (1994)
 AW0287
 AW0287'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0287'MARK NOT FOUND.
 AW0287
 AW0287                          STATION RECOVERY (2004)
 AW0287
 AW0287'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2428 ***********************************************************************
 AX2428  DESIGNATION -  D 1252
 AX2428  PID         -  AX2428
 AX2428  STATE/COUNTY-  TX/AUSTIN
 AX2428  USGS QUAD   -  REXVILLE (1981)
 AX2428
 AX2428                         *CURRENT SURVEY CONTROL
 AX2428  ___________________________________________________________________
 AX2428* NAD 83(1986)-  29 44 13.     (N)    096 08 37.     (W)     SCALED    
 AX2428* NAVD 88     -        45.68   (+/-2cm)     149.9    (feet)  VERTCON   
 AX2428  ___________________________________________________________________
 AX2428  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX2428
 AX2428  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2428
 AX2428.The horizontal coordinates were scaled from a topographic map and have
 AX2428.an estimated accuracy of +/- 6 seconds.
 AX2428
 AX2428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2428.The vertical order pertains to the NGVD 29 superseded value.
 AX2428
 AX2428.The geoid height was determined by GEOID03.
 AX2428
 AX2428;                    North         East    Units  Estimated Accuracy
 AX2428;SPC TXSC     - 4,214,350.      876,270.      MT  (+/- 180 meters Scaled)
 AX2428
 AX2428                          SUPERSEDED SURVEY CONTROL
 AX2428
 AX2428  NGVD 29 (??/??/92)   45.656  (m)          149.79   (f) ADJ UNCH    1 1
 AX2428
 AX2428.Superseded values are not recommended for survey control.
 AX2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2428.See file dsdata.txt to determine how the superseded data were derived.
 AX2428
 AX2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT762930(NAD 83)
 AX2428_MARKER: DB = BENCH MARK DISK
 AX2428_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AX2428_SP_SET: LARGE HEADWALL
 AX2428_STAMPING: D 1252 1978
 AX2428_MARK LOGO: NGS   
 AX2428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2428
 AX2428  HISTORY     - Date     Condition        Report By
 AX2428  HISTORY     - 1978     MONUMENTED       NGS
 AX2428  HISTORY     - 20040327 GOOD             USPSQD
 AX2428
 AX2428                          STATION DESCRIPTION
 AX2428
 AX2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AX2428'3.2 MI SOUTH OF SEALY.
 AX2428'3.25 MI SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 AX2428'STATION AT SEALY, AT THE T-JUNCTION OF US HIGHWAY 36 AND A PAVED ROAD
 AX2428'LEADING WEST, SET IN TOP OF THE NORTH END OF A HEADWALL TO A 5-CHANNEL
 AX2428'BOX CULVERT 55 FT NORTH OF THE EXTENDED CENTERLINE OF A PAVED ROAD
 AX2428'LEADING WEST, 47 FT WEST OF THE WEST RAIL, 32 FT EAST OF THE
 AX2428'CENTERLINE OF US HIGHWAY 36, AND 0.6 FT SOUTH OF THE NORTH END OF THE
 AX2428'HEADWALL.  ABOUT LEVEL WITH CENTERLINE HWY 36.  1 FT ABOVE
 AX2428'GROUND.  3 FT BELOW THE TRACKS.
 AX2428' 
 AX2428'
 AX2428
 AX2428                          STATION RECOVERY (2004)
 AX2428
 AX2428'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX2428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1838 ***********************************************************************
 AW1838  DESIGNATION -  D 1254
 AW1838  PID         -  AW1838
 AW1838  STATE/COUNTY-  TX/HARRIS
 AW1838  USGS QUAD   -  WARREN LAKE (1980)
 AW1838
 AW1838                         *CURRENT SURVEY CONTROL
 AW1838  ___________________________________________________________________
 AW1838* NAD 83(1986)-  29 59 33.     (N)    095 45 14.     (W)     SCALED    
 AW1838* NAVD 88     -        49.118  (meters)     161.15   (feet)  ADJUSTED  
 AW1838  ___________________________________________________________________
 AW1838  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1838  DYNAMIC HT  -          49.051 (meters)     160.93  (feet)  COMP
 AW1838  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW1838
 AW1838  VERT ORDER  -  FIRST     CLASS II
 AW1838
 AW1838.The horizontal coordinates were scaled from a topographic map and have
 AW1838.an estimated accuracy of +/- 6 seconds.
 AW1838
 AW1838.The orthometric height was determined by differential leveling
 AW1838.and adjusted by the National Geodetic Survey in June 1991..
 AW1838
 AW1838.The geoid height was determined by GEOID03.
 AW1838
 AW1838.The dynamic height is computed by dividing the NAVD 88
 AW1838.geopotential number by the normal gravity value computed on the
 AW1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1838.degrees latitude (g = 980.6199 gals.).
 AW1838
 AW1838.The modeled gravity was interpolated from observed gravity values.
 AW1838
 AW1838;                    North         East    Units  Estimated Accuracy
 AW1838;SPC TXSC     - 4,243,640.      913,170.      MT  (+/- 180 meters Scaled)
 AW1838
 AW1838                          SUPERSEDED SURVEY CONTROL
 AW1838
 AW1838  NGVD 29 (12/23/87)   49.110  (m)          161.12   (f) ADJUSTED    1 2
 AW1838
 AW1838.Superseded values are not recommended for survey control.
 AW1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1838.See file dsdata.txt to determine how the superseded data were derived.
 AW1838
 AW1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP343211(NAD 83)
 AW1838_MARKER: I = METAL ROD
 AW1838_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1838_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1838_STAMPING: D 1254 1978
 AW1838_MARK LOGO: NGS   
 AW1838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1838+STABILITY: POSITION/ELEVATION WELL
 AW1838
 AW1838  HISTORY     - Date     Condition        Report By
 AW1838  HISTORY     - 1978     MONUMENTED       NGS
 AW1838  HISTORY     - 1981     GOOD             NGS
 AW1838  HISTORY     - 1986     GOOD             NGS
 AW1838  HISTORY     - 1987     GOOD             USPSQD
 AW1838  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1838  HISTORY     - 19940502 GOOD             USPSQD
 AW1838
 AW1838                          STATION DESCRIPTION
 AW1838
 AW1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1838'3.7 MI NW FROM CYPRESS.
 AW1838'ABOUT 3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION
 AW1838'WITH CYPRESS SPRING ROAD IN CYPRESS, 70.6 FEET NORTHWEST OF THE
 AW1838'SECOND POLE NORTHWEST OF THE LINE CROSSING, 51.6 FEET NORTHEAST OF
 AW1838'THE NORTHEAST RAIL, AND 43.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AW1838'EAST BOUND LANES OF HIGHWAY 290.  SLEEVE IS SET AT A DEPTH OF 30
 AW1838'FEET.
 AW1838
 AW1838                          STATION RECOVERY (1981)
 AW1838
 AW1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1838'RECOVERED IN GOOD CONDITION.
 AW1838
 AW1838                          STATION RECOVERY (1986)
 AW1838
 AW1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1838'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--1.7 M
 AW1838'(5.6 FT) NORTHEAST OF A WITNESS POST.
 AW1838
 AW1838                          STATION RECOVERY (1987)
 AW1838
 AW1838'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1838'RECOVERED IN GOOD CONDITION.
 AW1838
 AW1838                          STATION RECOVERY (1990)
 AW1838
 AW1838'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1838'MARK NOT FOUND.
 AW1838
 AW1838                          STATION RECOVERY (1994)
 AW1838
 AW1838'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0117 ***********************************************************************
 AW0117  DESIGNATION -  D 1255
 AW0117  PID         -  AW0117
 AW0117  STATE/COUNTY-  TX/BRAZORIA
 AW0117  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW0117
 AW0117                         *CURRENT SURVEY CONTROL
 AW0117  ___________________________________________________________________
 AW0117* NAD 83(1986)-  29 03 55.     (N)    095 08 07.     (W)     SCALED    
 AW0117* NAVD 88     -         0.87   (+/-2cm)       2.9    (feet)  VERTCON   
 AW0117  ___________________________________________________________________
 AW0117  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AW0117
 AW0117  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0117
 AW0117.The horizontal coordinates were scaled from a topographic map and have
 AW0117.an estimated accuracy of +/- 6 seconds.
 AW0117
 AW0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0117.The vertical order pertains to the NGVD 29 superseded value.
 AW0117
 AW0117.The geoid height was determined by GEOID03.
 AW0117
 AW0117;                    North         East    Units  Estimated Accuracy
 AW0117;SPC TXSC     - 4,142,750.      976,220.      MT  (+/- 180 meters Scaled)
 AW0117
 AW0117                          SUPERSEDED SURVEY CONTROL
 AW0117
 AW0117  NGVD 29 (??/??/92)    0.872  (m)            2.86   (f) ADJ UNCH    1 1
 AW0117
 AW0117.Superseded values are not recommended for survey control.
 AW0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0117.See file dsdata.txt to determine how the superseded data were derived.
 AW0117
 AW0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN921171(NAD 83)
 AW0117_MARKER: DB = BENCH MARK DISK
 AW0117_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0117_SP_SET: STAINLESS STEEL ROD
 AW0117_STAMPING: D 1255 1978
 AW0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0117+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AW0117
 AW0117  HISTORY     - Date     Condition        Report By
 AW0117  HISTORY     - 1978     MONUMENTED       NGS
 AW0117  HISTORY     - 1988     GOOD             USPSQD
 AW0117  HISTORY     - 1988     GOOD             USPSQD
 AW0117  HISTORY     - 1989     GOOD             USPSQD
 AW0117  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0117  HISTORY     - 1990     GOOD             USPSQD
 AW0117  HISTORY     - 19910418 GOOD             USPSQD
 AW0117  HISTORY     - 19960420 GOOD             USPSQD
 AW0117  HISTORY     - 20040209 GOOD             USPSQD
 AW0117  HISTORY     - 20050215 GOOD             USPSQD
 AW0117
 AW0117                          STATION DESCRIPTION
 AW0117
 AW0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0117'12.8 MI NE FROM SURFSIDE.
 AW0117'12.8 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF
 AW0117'STATE HIGHWAY 332 AT SURFSIDE, 1.1 MILES SOUTHWEST OF THE SOUTH
 AW0117'WEST END OF THE SAN LUIS PASS VALEK BRIDGE, 39 FT NORTHWEST OF
 AW0117'THE CENTER LINE OF THE ROAD, 36 FT SOUTHEAST OF A FENCE, 2 FT
 AW0117'SOUTHWEST OF A POWER LINE POLE.
 AW0117
 AW0117                          STATION RECOVERY (1988)
 AW0117
 AW0117'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0117'RECOVERED IN GOOD CONDITION.
 AW0117
 AW0117                          STATION RECOVERY (1988)
 AW0117
 AW0117'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0117'RECOVERED IN GOOD CONDITION.
 AW0117
 AW0117                          STATION RECOVERY (1989)
 AW0117
 AW0117'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0117'RECOVERED IN GOOD CONDITION.
 AW0117
 AW0117                          STATION RECOVERY (1989)
 AW0117
 AW0117'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0117'MARK NOT FOUND.
 AW0117
 AW0117                          STATION RECOVERY (1990)
 AW0117
 AW0117'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0117'RECOVERED IN GOOD CONDITION.
 AW0117
 AW0117                          STATION RECOVERY (1991)
 AW0117
 AW0117'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0117'RECOVERED IN GOOD CONDITION.
 AW0117
 AW0117                          STATION RECOVERY (1996)
 AW0117
 AW0117'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0117'RECOVERED IN GOOD CONDITION.
 AW0117
 AW0117                          STATION RECOVERY (2004)
 AW0117
 AW0117'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0117'GO TO N 29 03 57.6  W 095 08 040
 AW0117'DEGREES MINUTES AND SECONDS.
 AW0117
 AW0117                          STATION RECOVERY (2005)
 AW0117
 AW0117'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0117'GO TO N29 03 57.6 W095 08 03.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0117 ***********************************************************************
 AM0117  DESIGNATION -  D 1256
 AM0117  PID         -  AM0117
 AM0117  STATE/COUNTY-  TX/MATAGORDA
 AM0117  USGS QUAD   -  BAY CITY (1972)
 AM0117
 AM0117                         *CURRENT SURVEY CONTROL
 AM0117  ___________________________________________________________________
 AM0117* NAD 83(1986)-  28 55 42.     (N)    095 57 31.     (W)     SCALED    
 AM0117* NAVD 88     -        11.27   (+/-2cm)      37.0    (feet)  VERTCON   
 AM0117  ___________________________________________________________________
 AM0117  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AM0117
 AM0117  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0117
 AM0117.The horizontal coordinates were scaled from a topographic map and have
 AM0117.an estimated accuracy of +/- 6 seconds.
 AM0117
 AM0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0117.The vertical order pertains to the NGVD 29 superseded value.
 AM0117
 AM0117.The geoid height was determined by GEOID03.
 AM0117
 AM0117;                    North         East    Units  Estimated Accuracy
 AM0117;SPC TXSC     - 4,125,210.      896,490.      MT  (+/- 180 meters Scaled)
 AM0117
 AM0117                          SUPERSEDED SURVEY CONTROL
 AM0117
 AM0117  NGVD 29 (??/??/92)   11.307  (m)           37.10   (f) ADJ UNCH    1 1
 AM0117
 AM0117.Superseded values are not recommended for survey control.
 AM0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0117.See file dsdata.txt to determine how the superseded data were derived.
 AM0117
 AM0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN115036(NAD 83)
 AM0117_MARKER: DB = BENCH MARK DISK
 AM0117_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0117_STAMPING: D 1256 1978
 AM0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0117+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0117
 AM0117  HISTORY     - Date     Condition        Report By
 AM0117  HISTORY     - 1978     MONUMENTED       NGS
 AM0117  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0117  HISTORY     - 20060316 GOOD             USPSQD
 AM0117
 AM0117                          STATION DESCRIPTION
 AM0117
 AM0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0117'3.5 MI SOUTH FROM BAY CITY.
 AM0117'3.5 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE MISSOURI PACIFIC
 AM0117'RAILROAD STATION AND THE JUCTION OF STATE HIGHWAY 60
 AM0117'AND FIRST STREET IN BAY CITY , AT A SHELL ROAD LEADING WEST,
 AM0117'51 FEET SOUTHWEST OF CENTER LINE OF STATE HIGHWAY 60, 58
 AM0117'FEET SOUTHEAST OF A SHELL ROAD, 38 FEET SOUTHWEST OF THE
 AM0117'SOUTH END OF A 32-INCH CONCRETE PIPE CALVERT,  11 FEET
 AM0117'SOUTHEAST OF CENTER OF A METAL GATE, AND 23 FEET SOUTHEAST
 AM0117'OF A POWERLINE POLE. DRIVEN TO GRADUAL REFUSAL AT 28 FEET.
 AM0117
 AM0117                          STATION RECOVERY (1998)
 AM0117
 AM0117'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0117'MARK NOT FOUND.
 AM0117
 AM0117                          STATION RECOVERY (2006)
 AM0117
 AM0117'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0117'FOUND AS DESCRIBED.  THE MARK IS 2 FEET NORTH OF A METAL WITNESS POST.
 AM0117' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1823 ***********************************************************************
 AN1823  DESIGNATION -  D 1257
 AN1823  PID         -  AN1823
 AN1823  STATE/COUNTY-  TX/VICTORIA
 AN1823  USGS QUAD   -  BLOOMINGTON SW (1995)
 AN1823
 AN1823                         *CURRENT SURVEY CONTROL
 AN1823  ___________________________________________________________________
 AN1823* NAD 83(1986)-  28 35 40.     (N)    096 57 26.     (W)     SCALED    
 AN1823* NAVD 88     -        14.658  (meters)      48.09   (feet)  ADJUSTED  
 AN1823  ___________________________________________________________________
 AN1823  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1823  DYNAMIC HT  -          14.637 (meters)      48.02  (feet)  COMP
 AN1823  MODELED GRAV-     979,181.7   (mgal)                       NAVD 88
 AN1823
 AN1823  VERT ORDER  -  FIRST     CLASS I
 AN1823
 AN1823.The horizontal coordinates were scaled from a topographic map and have
 AN1823.an estimated accuracy of +/- 6 seconds.
 AN1823
 AN1823.The orthometric height was determined by differential leveling
 AN1823.and adjusted by the National Geodetic Survey in June 1991..
 AN1823
 AN1823.The geoid height was determined by GEOID03.
 AN1823
 AN1823.The dynamic height is computed by dividing the NAVD 88
 AN1823.geopotential number by the normal gravity value computed on the
 AN1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1823.degrees latitude (g = 980.6199 gals.).
 AN1823
 AN1823.The modeled gravity was interpolated from observed gravity values.
 AN1823
 AN1823;                    North         East    Units  Estimated Accuracy
 AN1823;SPC TXSC     - 4,086,100.      799,800.      MT  (+/- 180 meters Scaled)
 AN1823
 AN1823                          SUPERSEDED SURVEY CONTROL
 AN1823
 AN1823  NGVD 29 (??/??/92)   14.791  (m)           48.53   (f) ADJ UNCH    1 1
 AN1823
 AN1823.Superseded values are not recommended for survey control.
 AN1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1823.See file dsdata.txt to determine how the superseded data were derived.
 AN1823
 AN1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS997647(NAD 83)
 AN1823_MARKER: DB = BENCH MARK DISK
 AN1823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1823_SP_SET: STAINLESS STEEL ROD
 AN1823_STAMPING: D 1257 1978
 AN1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1823
 AN1823  HISTORY     - Date     Condition        Report By
 AN1823  HISTORY     - 1978     MONUMENTED       NGS
 AN1823
 AN1823                          STATION DESCRIPTION
 AN1823
 AN1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1823'4.3 MI NE FROM MCFADDIN.
 AN1823'44.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN1823'POST OFFICE AT MCFADDIN, 1.1 MILES SOUTHWEST OF THE GUADALUPE RIVER,
 AN1823'AT A PRIVATE ROAD CROSSING, 59 FT NORTHWEST OF THE NORTHWEST RAIL,
 AN1823'12 FT NORTHEAST OF THE NORTHEAST CORNER OF THE MOST WESTERLY OF
 AN1823'TWO CATTLE GUARDS, 1 FT NORTHWEST OF A FENCE, 18 FT NORTHEAST OF THE
 AN1823'CENTER OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1820 ***********************************************************************
 AN1820  DESIGNATION -  D 1258
 AN1820  PID         -  AN1820
 AN1820  STATE/COUNTY-  TX/VICTORIA
 AN1820  USGS QUAD   -  BLOOMINGTON (1995)
 AN1820
 AN1820                         *CURRENT SURVEY CONTROL
 AN1820  ___________________________________________________________________
 AN1820* NAD 83(1986)-  28 38 18.     (N)    096 54 22.     (W)     SCALED    
 AN1820* NAVD 88     -        14.000  (meters)      45.93   (feet)  ADJUSTED  
 AN1820  ___________________________________________________________________
 AN1820  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN1820  DYNAMIC HT  -          13.979 (meters)      45.86  (feet)  COMP
 AN1820  MODELED GRAV-     979,186.4   (mgal)                       NAVD 88
 AN1820
 AN1820  VERT ORDER  -  FIRST     CLASS I
 AN1820
 AN1820.The horizontal coordinates were scaled from a topographic map and have
 AN1820.an estimated accuracy of +/- 6 seconds.
 AN1820
 AN1820.The orthometric height was determined by differential leveling
 AN1820.and adjusted by the National Geodetic Survey in June 1991..
 AN1820
 AN1820.The geoid height was determined by GEOID03.
 AN1820
 AN1820.The dynamic height is computed by dividing the NAVD 88
 AN1820.geopotential number by the normal gravity value computed on the
 AN1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1820.degrees latitude (g = 980.6199 gals.).
 AN1820
 AN1820.The modeled gravity was interpolated from observed gravity values.
 AN1820
 AN1820;                    North         East    Units  Estimated Accuracy
 AN1820;SPC TXSC     - 4,091,050.      804,710.      MT  (+/- 180 meters Scaled)
 AN1820
 AN1820                          SUPERSEDED SURVEY CONTROL
 AN1820
 AN1820  NGVD 29 (??/??/92)   14.130  (m)           46.36   (f) ADJ UNCH    1 1
 AN1820
 AN1820.Superseded values are not recommended for survey control.
 AN1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1820.See file dsdata.txt to determine how the superseded data were derived.
 AN1820
 AN1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS046697(NAD 83)
 AN1820_MARKER: DB = BENCH MARK DISK
 AN1820_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1820_SP_SET: STAINLESS STEEL ROD
 AN1820_STAMPING: D 1258 1978
 AN1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1820
 AN1820  HISTORY     - Date     Condition        Report By
 AN1820  HISTORY     - 1978     MONUMENTED       NGS
 AN1820
 AN1820                          STATION DESCRIPTION
 AN1820
 AN1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1820'1.0 MI SW FROM BLOOMINGTON.
 AN1820'1.0 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN1820'RAILROAD STATION AT BLOOMIMGTON, TO A FIELD ROAD CROSSING, 127
 AN1820'FEET  NORTHWEST OF THE NORTHWEST RAIL, 25 FEET SOUTHWEST OF THE
 AN1820'CENTER OF A FIELD ROAD, 92 FEET NORTHWEST OF A POWER LINE POLE
 AN1820'AND FENCE CORNER POST, 1 FOOT NORTHEAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0066 ***********************************************************************
 AO0066  DESIGNATION -  D 126
 AO0066  PID         -  AO0066
 AO0066  STATE/COUNTY-  TX/LIVE OAK
 AO0066  USGS QUAD   -  GEORGE WEST (1984)
 AO0066
 AO0066                         *CURRENT SURVEY CONTROL
 AO0066  ___________________________________________________________________
 AO0066* NAD 83(1986)-  28 19 50.     (N)    098 07 12.     (W)     SCALED    
 AO0066* NAVD 88     -        50.183  (meters)     164.64   (feet)  ADJUSTED  
 AO0066  ___________________________________________________________________
 AO0066  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AO0066  DYNAMIC HT  -          50.109 (meters)     164.40  (feet)  COMP
 AO0066  MODELED GRAV-     979,157.0   (mgal)                       NAVD 88
 AO0066
 AO0066  VERT ORDER  -  SECOND    CLASS 0
 AO0066
 AO0066.The horizontal coordinates were scaled from a topographic map and have
 AO0066.an estimated accuracy of +/- 6 seconds.
 AO0066
 AO0066.The orthometric height was determined by differential leveling
 AO0066.and adjusted by the National Geodetic Survey in June 1991..
 AO0066
 AO0066.The geoid height was determined by GEOID03.
 AO0066
 AO0066.The dynamic height is computed by dividing the NAVD 88
 AO0066.geopotential number by the normal gravity value computed on the
 AO0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0066.degrees latitude (g = 980.6199 gals.).
 AO0066
 AO0066.The modeled gravity was interpolated from observed gravity values.
 AO0066
 AO0066;                    North         East    Units  Estimated Accuracy
 AO0066;SPC TXSC     - 4,055,430.      686,290.      MT  (+/- 180 meters Scaled)
 AO0066
 AO0066                          SUPERSEDED SURVEY CONTROL
 AO0066
 AO0066  NGVD 29 (??/??/92)   50.16   (m)          164.6    (f) COMPUTED    2 0
 AO0066
 AO0066.Superseded values are not recommended for survey control.
 AO0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0066.See file dsdata.txt to determine how the superseded data were derived.
 AO0066
 AO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS862341(NAD 83)
 AO0066_MARKER: DB = BENCH MARK DISK
 AO0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0066_SP_SET: FOUNDATION
 AO0066_STAMPING: 164.613 D 126 1933
 AO0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0066
 AO0066  HISTORY     - Date     Condition        Report By
 AO0066  HISTORY     - 1933     MONUMENTED       CGS
 AO0066  HISTORY     - 1935     GOOD             NGS
 AO0066
 AO0066                          STATION DESCRIPTION
 AO0066
 AO0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AO0066'IN GEORGE WEST.
 AO0066'AT GEORGE WEST, LIVE OAK COUNTY, AT THE WEST END OF THE MAIN STREET,
 AO0066'AT THE NORTHEAST LEG OF THE CITY WATER TOWER, AND IN THE TOP OF THE
 AO0066'CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED 164.613 D 126 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0103 ***********************************************************************
 AO0103  DESIGNATION -  D 127
 AO0103  PID         -  AO0103
 AO0103  STATE/COUNTY-  TX/MCMULLEN
 AO0103  USGS QUAD   -  TILDEN (1968)
 AO0103
 AO0103                         *CURRENT SURVEY CONTROL
 AO0103  ___________________________________________________________________
 AO0103* NAD 83(1986)-  28 27 39.     (N)    098 32 56.     (W)     SCALED    
 AO0103* NAVD 88     -        77.846  (meters)     255.40   (feet)  ADJUSTED  
 AO0103  ___________________________________________________________________
 AO0103  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AO0103  DYNAMIC HT  -          77.730 (meters)     255.02  (feet)  COMP
 AO0103  MODELED GRAV-     979,162.4   (mgal)                       NAVD 88
 AO0103
 AO0103  VERT ORDER  -  SECOND    CLASS 0
 AO0103
 AO0103.The horizontal coordinates were scaled from a topographic map and have
 AO0103.an estimated accuracy of +/- 6 seconds.
 AO0103
 AO0103.The orthometric height was determined by differential leveling
 AO0103.and adjusted by the National Geodetic Survey in June 1991..
 AO0103
 AO0103.The geoid height was determined by GEOID03.
 AO0103
 AO0103.The dynamic height is computed by dividing the NAVD 88
 AO0103.geopotential number by the normal gravity value computed on the
 AO0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0103.degrees latitude (g = 980.6199 gals.).
 AO0103
 AO0103.The modeled gravity was interpolated from observed gravity values.
 AO0103
 AO0103;                    North         East    Units  Estimated Accuracy
 AO0103;SPC TXSC     - 4,069,630.      644,180.      MT  (+/- 180 meters Scaled)
 AO0103
 AO0103                          SUPERSEDED SURVEY CONTROL
 AO0103
 AO0103  NGVD 29 (??/??/92)   77.814  (m)          255.29   (f) ADJ UNCH    2 0
 AO0103
 AO0103.Superseded values are not recommended for survey control.
 AO0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0103.See file dsdata.txt to determine how the superseded data were derived.
 AO0103
 AO0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS441483(NAD 83)
 AO0103_MARKER: DB = BENCH MARK DISK
 AO0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0103_SP_SET: BALUSTRADE
 AO0103_STAMPING: 255.282 D 127 1933
 AO0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0103
 AO0103  HISTORY     - Date     Condition        Report By
 AO0103  HISTORY     - 1933     MONUMENTED       CGS
 AO0103  HISTORY     - 1934     GOOD             NGS
 AO0103
 AO0103                          STATION DESCRIPTION
 AO0103
 AO0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0103'IN TILDEN.
 AO0103'AT TILDEN, MCMULLEN COUNTY, AT THE COUNTY COURTHOUSE, AT THE SOUTH
 AO0103'ENTRANCE, AND IN THE TOP OF THE WEST BRICK BALUSTRADE.  A STANDARD
 AO0103'DISK, STAMPED 255.282 D 127 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0092 ***********************************************************************
 AH0092  DESIGNATION -  D 1271
 AH0092  PID         -  AH0092
 AH0092  STATE/COUNTY-  TX/SAN PATRICIO
 AH0092  USGS QUAD   -  PORTLAND (1975)
 AH0092
 AH0092                         *CURRENT SURVEY CONTROL
 AH0092  ___________________________________________________________________
 AH0092* NAD 83(1986)-  27 51 38.     (N)    097 21 03.     (W)     SCALED    
 AH0092* NAVD 88     -         0.688  (meters)       2.26   (feet)  ADJUSTED  
 AH0092  ___________________________________________________________________
 AH0092  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH0092  DYNAMIC HT  -           0.687 (meters)       2.25  (feet)  COMP
 AH0092  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 AH0092
 AH0092  VERT ORDER  -  FIRST     CLASS I
 AH0092
 AH0092.The horizontal coordinates were scaled from a topographic map and have
 AH0092.an estimated accuracy of +/- 6 seconds.
 AH0092
 AH0092.The orthometric height was determined by differential leveling
 AH0092.and adjusted by the National Geodetic Survey in December 1997..
 AH0092
 AH0092.The geoid height was determined by GEOID03.
 AH0092
 AH0092.The dynamic height is computed by dividing the NAVD 88
 AH0092.geopotential number by the normal gravity value computed on the
 AH0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0092.degrees latitude (g = 980.6199 gals.).
 AH0092
 AH0092.The modeled gravity was interpolated from observed gravity values.
 AH0092
 AH0092;                    North         East    Units  Estimated Accuracy
 AH0092;SPC TX S     - 5,243,590.      413,180.      MT  (+/- 180 meters Scaled)
 AH0092
 AH0092                          SUPERSEDED SURVEY CONTROL
 AH0092
 AH0092  NAVD 88 (06/15/91)    0.719  (m)            2.36   (f) UNKNOWN     1 1
 AH0092
 AH0092.Superseded values are not recommended for survey control.
 AH0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0092.See file dsdata.txt to determine how the superseded data were derived.
 AH0092
 AH0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR623828(NAD 83)
 AH0092_MARKER: DV = VERTICAL CONTROL DISK
 AH0092_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0092_SP_SET: STAINLESS STEEL ROD
 AH0092_STAMPING: D 1271 1978
 AH0092_MARK LOGO: NGS   
 AH0092_MAGNETIC: I = MARKER IS A STEEL ROD
 AH0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0092+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1997
 AH0092
 AH0092  HISTORY     - Date     Condition        Report By
 AH0092  HISTORY     - 1978     MONUMENTED       NGS
 AH0092  HISTORY     - 1989     GOOD             USPSQD
 AH0092  HISTORY     - 19970201 GOOD             NGS
 AH0092
 AH0092                          STATION DESCRIPTION
 AH0092
 AH0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0092'2.0 MI SW FROM PORTLAND.
 AH0092'1.95 MILES SOUTHWEST ALONG U. S. HIGHWAY 181 FROM ITS JUNCTION WITH
 AH0092'FARM ROAD 893 IN PORTLAND, AT THE SOUTH END OF A LARGE BEST WESTERN
 AH0092'MOTEL BILLBOARD, 141 FEET NORTHWEST OF THE CENTERLINE OF THE
 AH0092'SOUTHBOUND LANE OF THE HIGHWAY AND 12 FEET NORTH OF A UTILITY POLE
 AH0092'WITH TRANSFORMER.
 AH0092
 AH0092                          STATION RECOVERY (1989)
 AH0092
 AH0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (HER)
 AH0092'RECOVERED IN GOOD CONDITION.
 AH0092
 AH0092                          STATION RECOVERY (1997)
 AH0092
 AH0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0092'8.6 KM (5.35 MI) SOUTHWESTERLY ALONG GREGORY STREET AND U.S.  HIGHWAY
 AH0092'181 FROM THE POST OFFICE IN GREGORY, 43.2 M (141.7 FT) NORTHWEST OF
 AH0092'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 2.3 M (7.5 FT)
 AH0092'NORTH OF A UTILITY POLE WITH A TRANSFORMER, 1.4 M (4.6 FT) BELOW THE
 AH0092'LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTHWEST OF THE SOUTH LEG OF A
 AH0092'BILL BOARD (BEST WESTERN) , AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 AH0092'POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH
 AH0092'WITH THE GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0008 ***********************************************************************
 AH0008  DESIGNATION -  D 1272
 AH0008  PID         -  AH0008
 AH0008  STATE/COUNTY-  TX/SAN PATRICIO
 AH0008  USGS QUAD   -  ODEM (1975)
 AH0008
 AH0008                         *CURRENT SURVEY CONTROL
 AH0008  ___________________________________________________________________
 AH0008* NAD 83(1986)-  27 55 48.     (N)    097 35 53.     (W)     SCALED    
 AH0008* NAVD 88     -        15.941  (meters)      52.30   (feet)  ADJUSTED  
 AH0008  ___________________________________________________________________
 AH0008  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AH0008  DYNAMIC HT  -          15.917 (meters)      52.22  (feet)  COMP
 AH0008  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 AH0008
 AH0008  VERT ORDER  -  FIRST     CLASS I
 AH0008
 AH0008.The horizontal coordinates were scaled from a topographic map and have
 AH0008.an estimated accuracy of +/- 6 seconds.
 AH0008
 AH0008.The orthometric height was determined by differential leveling
 AH0008.and adjusted by the National Geodetic Survey in June 1991..
 AH0008
 AH0008.The geoid height was determined by GEOID03.
 AH0008
 AH0008.The dynamic height is computed by dividing the NAVD 88
 AH0008.geopotential number by the normal gravity value computed on the
 AH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0008.degrees latitude (g = 980.6199 gals.).
 AH0008
 AH0008.The modeled gravity was interpolated from observed gravity values.
 AH0008
 AH0008;                    North         East    Units  Estimated Accuracy
 AH0008;SPC TX S     - 5,251,090.      388,780.      MT  (+/- 180 meters Scaled)
 AH0008
 AH0008                          SUPERSEDED SURVEY CONTROL
 AH0008
 AH0008  NGVD 29 (??/??/92)   16.103  (m)           52.83   (f) ADJ UNCH    1 1
 AH0008
 AH0008.Superseded values are not recommended for survey control.
 AH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0008.See file dsdata.txt to determine how the superseded data were derived.
 AH0008
 AH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR379902(NAD 83)
 AH0008_MARKER: DB = BENCH MARK DISK
 AH0008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0008_SP_SET: STAINLESS STEEL ROD
 AH0008_STAMPING: D 1272 1978
 AH0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0008
 AH0008  HISTORY     - Date     Condition        Report By
 AH0008  HISTORY     - 1978     MONUMENTED       NGS
 AH0008  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0008
 AH0008                          STATION DESCRIPTION
 AH0008
 AH0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0008'1.7 MI SW FROM ODEM.
 AH0008'1.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AH0008'STATION AT ODEM, AT THE JUNCTION OF COUNTY ROAD 64 AND A PAVED
 AH0008'ROAD RUNNING PARALLEL WITH THE TRACK, 97 FEET SOUTHEAST OF THE
 AH0008'SOUTHEAST RAIL, 42 FEET SOUTHWEST OF THE CENTER OF THE COUNTY
 AH0008'ROAD, 25 FEET SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 10 FEET
 AH0008'SOUTHWEST OF A FENCE CORNER, 1 FOOT NORTHWEST OF A WIRE FENCE.
 AH0008
 AH0008                          STATION RECOVERY (1996)
 AH0008
 AH0008'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1840 ***********************************************************************
 AN1840  DESIGNATION -  D 1273
 AN1840  PID         -  AN1840
 AN1840  STATE/COUNTY-  TX/REFUGIO
 AN1840  USGS QUAD   -  VIDAURRI (1978)
 AN1840
 AN1840                         *CURRENT SURVEY CONTROL
 AN1840  ___________________________________________________________________
 AN1840* NAD 83(1986)-  28 25 25.     (N)    097 09 19.     (W)     SCALED    
 AN1840* NAVD 88     -        21.070  (meters)      69.13   (feet)  ADJUSTED  
 AN1840  ___________________________________________________________________
 AN1840  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1840  DYNAMIC HT  -          21.038 (meters)      69.02  (feet)  COMP
 AN1840  MODELED GRAV-     979,163.7   (mgal)                       NAVD 88
 AN1840
 AN1840  VERT ORDER  -  FIRST     CLASS I
 AN1840
 AN1840.The horizontal coordinates were scaled from a topographic map and have
 AN1840.an estimated accuracy of +/- 6 seconds.
 AN1840
 AN1840.The orthometric height was determined by differential leveling
 AN1840.and adjusted by the National Geodetic Survey in June 1991..
 AN1840
 AN1840.The geoid height was determined by GEOID03.
 AN1840
 AN1840.The dynamic height is computed by dividing the NAVD 88
 AN1840.geopotential number by the normal gravity value computed on the
 AN1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1840.degrees latitude (g = 980.6199 gals.).
 AN1840
 AN1840.The modeled gravity was interpolated from observed gravity values.
 AN1840
 AN1840;                    North         East    Units  Estimated Accuracy
 AN1840;SPC TXSC     - 4,066,850.      780,730.      MT  (+/- 180 meters Scaled)
 AN1840
 AN1840                          SUPERSEDED SURVEY CONTROL
 AN1840
 AN1840  NGVD 29 (??/??/92)   21.216  (m)           69.61   (f) ADJ UNCH    1 1
 AN1840
 AN1840.Superseded values are not recommended for survey control.
 AN1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1840.See file dsdata.txt to determine how the superseded data were derived.
 AN1840
 AN1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS806455(NAD 83)
 AN1840_MARKER: DB = BENCH MARK DISK
 AN1840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1840_SP_SET: HEADWALL
 AN1840_STAMPING: D 1273 1978
 AN1840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1840
 AN1840  HISTORY     - Date     Condition        Report By
 AN1840  HISTORY     - 1978     MONUMENTED       NGS
 AN1840  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1840
 AN1840                          STATION DESCRIPTION
 AN1840
 AN1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1840'12.6 MI NE FROM REFUGIO.
 AN1840'12.6 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1840'REFUGIO, SET IN THE TOP OF AND 1.5 FT SOUTHWEST OF THE NORTHEAST
 AN1840'END OF THE NORTHWEST HEADWALL OF A MULTI-BOX CULVERT, 20 FT NORTHWEST
 AN1840'OF THE CENTER LINE OF THE HIGHWAY.
 AN1840
 AN1840                          STATION RECOVERY (1994)
 AN1840
 AN1840'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2436 ***********************************************************************
 AN2436  DESIGNATION -  D 1273 RESET
 AN2436  PID         -  AN2436
 AN2436  STATE/COUNTY-  TX/REFUGIO
 AN2436  USGS QUAD   -  VIDAURRI (1978)
 AN2436
 AN2436                         *CURRENT SURVEY CONTROL
 AN2436  ___________________________________________________________________
 AN2436* NAD 83(1986)-  28 25 25.     (N)    097 09 19.     (W)     SCALED    
 AN2436* NAVD 88     -        21.11   (meters)      69.3    (feet)  RESET     
 AN2436  ___________________________________________________________________
 AN2436  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN2436
 AN2436  VERT ORDER  -  THIRD
 AN2436
 AN2436.The horizontal coordinates were scaled from a topographic map and have
 AN2436.an estimated accuracy of +/- 6 seconds.
 AN2436
 AN2436.The orthometric height was computed from unverified reset data.
 AN2436
 AN2436.The geoid height was determined by GEOID03.
 AN2436
 AN2436;                    North         East    Units  Estimated Accuracy
 AN2436;SPC TXSC     - 4,066,850.      780,730.      MT  (+/- 180 meters Scaled)
 AN2436
 AN2436                          SUPERSEDED SURVEY CONTROL
 AN2436
 AN2436  NGVD 29 (01/29/03)   21.25   (m)           69.7    (f) RESET       3  
 AN2436
 AN2436.Superseded values are not recommended for survey control.
 AN2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2436.See file dsdata.txt to determine how the superseded data were derived.
 AN2436
 AN2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS806455(NAD 83)
 AN2436_MARKER: DV = VERTICAL CONTROL DISK
 AN2436_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN2436_SP_SET: HEADWALL
 AN2436_STAMPING: D 1273 RESET 1985
 AN2436_MARK LOGO: NGS   
 AN2436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2436+STABILITY: SURFACE MOTION
 AN2436
 AN2436  HISTORY     - Date     Condition        Report By
 AN2436  HISTORY     - 1985     MONUMENTED       TXHD
 AN2436  HISTORY     - 19940716 GOOD             USPSQD
 AN2436
 AN2436                          STATION DESCRIPTION
 AN2436
 AN2436'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1985
 AN2436'12.6 MILES (20.3 KM) NORTHEAST ALONG US HIGHWAY 77 FROM THE COURTHOUSE
 AN2436'AT REFUGIO, IN THE TOP AND 1 FOOT (0.3 M) SOUTHWEST OF THE NORTHWEST
 AN2436'CORNER OF THE LEFT HEADWALL OF A MULTI-BOX CULVERT, 25.5 FEET
 AN2436'(7.8 M) NORTHWEST OF SOUTHBOUND LANE STATION 1436+94, 1 FOOT (0.3 M)
 AN2436'BELOW HIGHWAY.
 AN2436
 AN2436                          STATION RECOVERY (1994)
 AN2436
 AN2436'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1833 ***********************************************************************
 AN1833  DESIGNATION -  D 1274
 AN1833  PID         -  AN1833
 AN1833  STATE/COUNTY-  TX/REFUGIO
 AN1833  USGS QUAD   -  LAKE PASTURE (1979)
 AN1833
 AN1833                         *CURRENT SURVEY CONTROL
 AN1833  ___________________________________________________________________
 AN1833* NAD 83(1986)-  28 29 11.     (N)    097 05 01.     (W)     SCALED    
 AN1833* NAVD 88     -        22.287  (meters)      73.12   (feet)  ADJUSTED  
 AN1833  ___________________________________________________________________
 AN1833  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1833  DYNAMIC HT  -          22.254 (meters)      73.01  (feet)  COMP
 AN1833  MODELED GRAV-     979,170.3   (mgal)                       NAVD 88
 AN1833
 AN1833  VERT ORDER  -  FIRST     CLASS I
 AN1833
 AN1833.The horizontal coordinates were scaled from a topographic map and have
 AN1833.an estimated accuracy of +/- 6 seconds.
 AN1833
 AN1833.The orthometric height was determined by differential leveling
 AN1833.and adjusted by the National Geodetic Survey in June 1991..
 AN1833
 AN1833.The geoid height was determined by GEOID03.
 AN1833
 AN1833.The dynamic height is computed by dividing the NAVD 88
 AN1833.geopotential number by the normal gravity value computed on the
 AN1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1833.degrees latitude (g = 980.6199 gals.).
 AN1833
 AN1833.The modeled gravity was interpolated from observed gravity values.
 AN1833
 AN1833;                    North         East    Units  Estimated Accuracy
 AN1833;SPC TXSC     - 4,073,920.      787,630.      MT  (+/- 180 meters Scaled)
 AN1833
 AN1833                          SUPERSEDED SURVEY CONTROL
 AN1833
 AN1833  NGVD 29 (??/??/92)   22.432  (m)           73.60   (f) ADJ UNCH    1 1
 AN1833
 AN1833.Superseded values are not recommended for survey control.
 AN1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1833.See file dsdata.txt to determine how the superseded data were derived.
 AN1833
 AN1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS875525(NAD 83)
 AN1833_MARKER: DB = BENCH MARK DISK
 AN1833_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1833_SP_SET: STAINLESS STEEL ROD
 AN1833_STAMPING: D 1274 1978
 AN1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1833
 AN1833  HISTORY     - Date     Condition        Report By
 AN1833  HISTORY     - 1978     MONUMENTED       NGS
 AN1833  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1833  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1833
 AN1833                          STATION DESCRIPTION
 AN1833
 AN1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1833'18.9 MI NE FROM REFUGIO.
 AN1833'18.9 MILES NORTHWEST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1833'REFUGIO, AT A PIPELINE CROSSING, 48 FT SOUTHEAST OF THE CENTER LINE OF
 AN1833'THE HIGHWAY, 30 FT SOUTHWEST OF PIPELINE MARKER NUMBER 45, 2 FT
 AN1833'NORTHEAST OF A UTILITY POLE, 1 FT NORTHWEST OF A FENCE.
 AN1833
 AN1833                          STATION RECOVERY (1994)
 AN1833
 AN1833'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1833'MARK NOT FOUND.
 AN1833
 AN1833                          STATION RECOVERY (1999)
 AN1833
 AN1833'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1947 ***********************************************************************
 AW1947  DESIGNATION -  D 1276
 AW1947  PID         -  AW1947
 AW1947  STATE/COUNTY-  TX/HARRIS
 AW1947  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1947
 AW1947                         *CURRENT SURVEY CONTROL
 AW1947  ___________________________________________________________________
 AW1947* NAD 83(1986)-  29 35 35.     (N)    095 10 11.     (W)     SCALED    
 AW1947* NAVD 88     -         7.816  (meters)      25.64   (feet)  ADJUSTED  
 AW1947  ___________________________________________________________________
 AW1947  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1947  DYNAMIC HT  -           7.805 (meters)      25.61  (feet)  COMP
 AW1947  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW1947
 AW1947  VERT ORDER  -  FIRST     CLASS II
 AW1947
 AW1947.The horizontal coordinates were scaled from a topographic map and have
 AW1947.an estimated accuracy of +/- 6 seconds.
 AW1947
 AW1947.The orthometric height was determined by differential leveling
 AW1947.and adjusted by the National Geodetic Survey in June 1991..
 AW1947
 AW1947.The geoid height was determined by GEOID03.
 AW1947
 AW1947.The dynamic height is computed by dividing the NAVD 88
 AW1947.geopotential number by the normal gravity value computed on the
 AW1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1947.degrees latitude (g = 980.6199 gals.).
 AW1947
 AW1947.The modeled gravity was interpolated from observed gravity values.
 AW1947
 AW1947;                    North         East    Units  Estimated Accuracy
 AW1947;SPC TXSC     - 4,201,100.      970,950.      MT  (+/- 180 meters Scaled)
 AW1947
 AW1947                          SUPERSEDED SURVEY CONTROL
 AW1947
 AW1947  NGVD 29 (12/23/87)    7.813  (m)           25.63   (f) ADJUSTED    1 2
 AW1947
 AW1947.Superseded values are not recommended for survey control.
 AW1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1947.See file dsdata.txt to determine how the superseded data were derived.
 AW1947
 AW1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN898756(NAD 83)
 AW1947_MARKER: I = METAL ROD
 AW1947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1947_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1947_STAMPING: D 1276 1978
 AW1947_MARK LOGO: NGS   
 AW1947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1947+STABILITY: POSITION/ELEVATION WELL
 AW1947
 AW1947  HISTORY     - Date     Condition        Report By
 AW1947  HISTORY     - 1978     MONUMENTED       NGS
 AW1947  HISTORY     - 1981     GOOD             NGS
 AW1947  HISTORY     - 1985     GOOD             USPSQD
 AW1947  HISTORY     - 1986     GOOD             NGS
 AW1947  HISTORY     - 1987     GOOD             USPSQD
 AW1947  HISTORY     - 1987     GOOD             USPSQD
 AW1947  HISTORY     - 1987     GOOD             USPSQD
 AW1947  HISTORY     - 1987     GOOD             USPSQD
 AW1947  HISTORY     - 1987     GOOD             USPSQD
 AW1947  HISTORY     - 1987     GOOD             USPSQD
 AW1947  HISTORY     - 1987     GOOD             USPSQD
 AW1947  HISTORY     - 1987     GOOD             USPSQD
 AW1947  HISTORY     - 1987     GOOD             USPSQD
 AW1947  HISTORY     - 1987     GOOD             USPSQD
 AW1947  HISTORY     - 1987     GOOD             USPSQD
 AW1947  HISTORY     - 19870412 GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1988     GOOD             USPSQD
 AW1947  HISTORY     - 1989     GOOD             USPSQD
 AW1947  HISTORY     - 1989     GOOD             USPSQD
 AW1947  HISTORY     - 1989     GOOD             USPSQD
 AW1947  HISTORY     - 1989     GOOD             USPSQD
 AW1947  HISTORY     - 1989     GOOD             USPSQD
 AW1947  HISTORY     - 1989     GOOD             USPSQD
 AW1947  HISTORY     - 1989     GOOD             USPSQD
 AW1947  HISTORY     - 1989     GOOD             USPSQD
 AW1947  HISTORY     - 1989     GOOD             USPSQD
 AW1947  HISTORY     - 1989     GOOD             USPSQD
 AW1947  HISTORY     - 1989     GOOD             USPSQD
 AW1947  HISTORY     - 19891020 GOOD             USPSQD
 AW1947  HISTORY     - 1990     GOOD             USPSQD
 AW1947  HISTORY     - 1990     GOOD             USPSQD
 AW1947  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW1947  HISTORY     - 20000124 MARK NOT FOUND   USPSQD
 AW1947  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1947  HISTORY     - 20050828 MARK NOT FOUND   USPSQD
 AW1947
 AW1947                          STATION DESCRIPTION
 AW1947
 AW1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1947'4.8 MI NW FROM WEBSTER.
 AW1947'ABOUT 4.8 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1947'NASA 1 HIGHWAY IN WEBSTER, 102 FEET SOUTH OF U 639, 90 FEET SOUTH OF
 AW1947'THE CENTERLINE OF A PAVED ROAD LEADING TO THE SOUTH GATE OF ELLINGTON
 AW1947'AIR FORCE BASE, 84 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 78
 AW1947'FEET SOUTH OF A RAILROAD CROSSING SIGNAL LIGHT, 40 FEET EAST-SOUTHEAST
 AW1947'OF AN AZUA AND WHITE PIPELINE MARKER, AND 10 FEET SOUTHWEST OF THE
 AW1947'SOUTHWEST RAIL OF THE GGALVESTON, HOUSTON AND HENDERSON RAILROAD.  THE
 AW1947'SLEEVE IS 30 FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1947
 AW1947                          STATION RECOVERY (1981)
 AW1947
 AW1947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1985)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1986)
 AW1947
 AW1947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1947'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--5.8 M
 AW1947'(19.0 FT) SOUTHEAST OF A UTILITY POLE WITH A METER, AND THE MARK IS 5
 AW1947'INCHES BELOW THE GROUND SURFACE.
 AW1947
 AW1947                          STATION RECOVERY (1987)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1987)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1987)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1987)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1987)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1987)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1987)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1987)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1987)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1987)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1987)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1987)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1988)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1989)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1989)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1989)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1989)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1989)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1989)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1989)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1989)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1989)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1989)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1989)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1989)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1990)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1990)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1947'RECOVERED IN GOOD CONDITION.
 AW1947
 AW1947                          STATION RECOVERY (1994)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1947'MARK NOT FOUND.
 AW1947
 AW1947                          STATION RECOVERY (2000)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1947'MARK NOT FOUND.
 AW1947
 AW1947                          STATION RECOVERY (2001)
 AW1947
 AW1947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1947'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1947
 AW1947                          STATION RECOVERY (2005)
 AW1947
 AW1947'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1947'MEASURED THE DISTANCE AND PROBED. THE CAP MUST BE LOST OTHERWISE IT
 AW1947'WOULD HAVE BEEN FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0875 ***********************************************************************
 AW0875  DESIGNATION -  D 1277
 AW0875  PID         -  AW0875
 AW0875  STATE/COUNTY-  TX/HARRIS
 AW0875  USGS QUAD   -  SETTEGAST (1995)
 AW0875
 AW0875                         *CURRENT SURVEY CONTROL
 AW0875  ___________________________________________________________________
 AW0875* NAD 83(1986)-  29 45 03.     (N)    095 19 25.     (W)     SCALED    
 AW0875* NAVD 88     -        11.336  (meters)      37.19   (feet)  ADJUSTED  
 AW0875  ___________________________________________________________________
 AW0875  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW0875  DYNAMIC HT  -          11.321 (meters)      37.14  (feet)  COMP
 AW0875  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 AW0875
 AW0875  VERT ORDER  -  FIRST     CLASS II
 AW0875
 AW0875.The horizontal coordinates were scaled from a topographic map and have
 AW0875.an estimated accuracy of +/- 6 seconds.
 AW0875
 AW0875.The orthometric height was determined by differential leveling
 AW0875.and adjusted by the National Geodetic Survey in June 1991..
 AW0875
 AW0875.The geoid height was determined by GEOID03.
 AW0875
 AW0875.The dynamic height is computed by dividing the NAVD 88
 AW0875.geopotential number by the normal gravity value computed on the
 AW0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0875.degrees latitude (g = 980.6199 gals.).
 AW0875
 AW0875.The modeled gravity was interpolated from observed gravity values.
 AW0875
 AW0875;                    North         East    Units  Estimated Accuracy
 AW0875;SPC TXSC     - 4,218,100.      955,510.      MT  (+/- 180 meters Scaled)
 AW0875
 AW0875                          SUPERSEDED SURVEY CONTROL
 AW0875
 AW0875  NGVD 29 (12/23/87)   11.333  (m)           37.18   (f) ADJUSTED    1 2
 AW0875
 AW0875.Superseded values are not recommended for survey control.
 AW0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0875.See file dsdata.txt to determine how the superseded data were derived.
 AW0875
 AW0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN753934(NAD 83)
 AW0875_MARKER: DB = BENCH MARK DISK
 AW0875_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0875_SP_SET: STAINLESS STEEL ROD
 AW0875_STAMPING: D 1277 1978
 AW0875_MARK LOGO: NGS   
 AW0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0875
 AW0875  HISTORY     - Date     Condition        Report By
 AW0875  HISTORY     - 1978     MONUMENTED       NGS
 AW0875  HISTORY     - 1986     GOOD             NGS
 AW0875  HISTORY     - 1990     GOOD             USPSQD
 AW0875  HISTORY     - 19910902 POOR             USPSQD
 AW0875  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW0875  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AW0875
 AW0875                          STATION DESCRIPTION
 AW0875
 AW0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0875'IN HOUSTON.
 AW0875'IN HOUSTON, AT THE INTERSECTION OF NAVIGATION BOULEVARD AND NORTH
 AW0875'BURR STREET, 30.5 FEET NORTHEAST OF THE CENTERLINE OF NORTH BURR
 AW0875'STREET, 22 FEET SOUTHWEST OF THE CENTERLINE OF NAVIGATION BOULEVARD,
 AW0875'9 FEET NORTHEAST OF A FENCE CORNER, 9.5 FEET NORTH OF A CHAIN LINK
 AW0875'FENCE, AND 1.5 FEET EAST OF POWER POLE NUMBER 21973.
 AW0875
 AW0875                          STATION RECOVERY (1986)
 AW0875
 AW0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0875'RECOVERED IN GOOD CONDITION.
 AW0875
 AW0875                          STATION RECOVERY (1990)
 AW0875
 AW0875'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0875'RECOVERED IN GOOD CONDITION.
 AW0875
 AW0875                          STATION RECOVERY (1991)
 AW0875
 AW0875'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW0875'MARK RECOVERED IN POOR CONDITION.
 AW0875
 AW0875                          STATION RECOVERY (1996)
 AW0875
 AW0875'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0875'MARK NOT FOUND.
 AW0875
 AW0875                          STATION RECOVERY (2004)
 AW0875
 AW0875'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2036 ***********************************************************************
 AW2036  DESIGNATION -  D 1278
 AW2036  PID         -  AW2036
 AW2036  STATE/COUNTY-  TX/FORT BEND
 AW2036  USGS QUAD   -  ALMEDA (1995)
 AW2036
 AW2036                         *CURRENT SURVEY CONTROL
 AW2036  ___________________________________________________________________
 AW2036* NAD 83(1986)-  29 32 10.     (N)    095 27 01.     (W)     SCALED    
 AW2036* NAVD 88     -        21.946  (meters)      72.00   (feet)  ADJUSTED  
 AW2036  ___________________________________________________________________
 AW2036  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW2036  DYNAMIC HT  -          21.916 (meters)      71.90  (feet)  COMP
 AW2036  MODELED GRAV-     979,268.4   (mgal)                       NAVD 88
 AW2036
 AW2036  VERT ORDER  -  FIRST     CLASS II
 AW2036
 AW2036.The horizontal coordinates were scaled from a topographic map and have
 AW2036.an estimated accuracy of +/- 6 seconds.
 AW2036
 AW2036.The orthometric height was determined by differential leveling
 AW2036.and adjusted by the National Geodetic Survey in June 1991..
 AW2036
 AW2036.The geoid height was determined by GEOID03.
 AW2036
 AW2036.The dynamic height is computed by dividing the NAVD 88
 AW2036.geopotential number by the normal gravity value computed on the
 AW2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2036.degrees latitude (g = 980.6199 gals.).
 AW2036
 AW2036.The modeled gravity was interpolated from observed gravity values.
 AW2036
 AW2036;                    North         East    Units  Estimated Accuracy
 AW2036;SPC TXSC     - 4,193,930.      943,980.      MT  (+/- 180 meters Scaled)
 AW2036
 AW2036                          SUPERSEDED SURVEY CONTROL
 AW2036
 AW2036  NGVD 29 (12/23/87)   21.942  (m)           71.99   (f) ADJUSTED    1 2
 AW2036
 AW2036.Superseded values are not recommended for survey control.
 AW2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2036.See file dsdata.txt to determine how the superseded data were derived.
 AW2036
 AW2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN625698(NAD 83)
 AW2036_MARKER: DB = BENCH MARK DISK
 AW2036_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2036_SP_SET: STAINLESS STEEL ROD
 AW2036_STAMPING: D 1278 1978
 AW2036_MARK LOGO: NGS   
 AW2036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2036+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2036
 AW2036  HISTORY     - Date     Condition        Report By
 AW2036  HISTORY     - 1978     MONUMENTED       NGS
 AW2036  HISTORY     - 1987     GOOD             NGS
 AW2036  HISTORY     - 1989     GOOD             USPSQD
 AW2036  HISTORY     - 1989     GOOD             USPSQD
 AW2036  HISTORY     - 1989     GOOD             USPSQD
 AW2036  HISTORY     - 19900805 GOOD             USPSQD
 AW2036  HISTORY     - 19901208 GOOD             USPSQD
 AW2036  HISTORY     - 19941022 GOOD             USPSQD
 AW2036  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW2036  HISTORY     - 20040216 GOOD             USPSQD
 AW2036  HISTORY     - 20050217 GOOD             USPSQD
 AW2036
 AW2036                          STATION DESCRIPTION
 AW2036
 AW2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2036'2.1 MI NORTH FROM ARCOLA.
 AW2036'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 288 FROM THE INTERSECTION OF
 AW2036'STATE HIGHWAY 6, IN ARCOLA.  AT THE JUNCTION WITH PALMETTO STREET,
 AW2036'48.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 47.5 FEET SOUTH OF
 AW2036'THE CENTERLINE OF THE STREET, 25 FEET EAST OF POWER POLE NUMBER 1,
 AW2036'AND 2 FEET NORTH OF A POWER POLE WITH A STREET LIGHT.
 AW2036
 AW2036                          STATION RECOVERY (1987)
 AW2036
 AW2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2036'RECOVERED IN GOOD CONDITION, ADD WITNESS POST.
 AW2036'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AW2036
 AW2036                          STATION RECOVERY (1989)
 AW2036
 AW2036'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2036'RECOVERED IN GOOD CONDITION.
 AW2036
 AW2036                          STATION RECOVERY (1989)
 AW2036
 AW2036'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2036'RECOVERED IN GOOD CONDITION.
 AW2036
 AW2036                          STATION RECOVERY (1989)
 AW2036
 AW2036'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2036'RECOVERED IN GOOD CONDITION.
 AW2036
 AW2036                          STATION RECOVERY (1990)
 AW2036
 AW2036'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2036'RECOVERED IN GOOD CONDITION.
 AW2036
 AW2036                          STATION RECOVERY (1990)
 AW2036
 AW2036'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2036'RECOVERED IN GOOD CONDITION.
 AW2036
 AW2036                          STATION RECOVERY (1994)
 AW2036
 AW2036'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2036'RECOVERED IN GOOD CONDITION.
 AW2036
 AW2036                          STATION RECOVERY (1999)
 AW2036
 AW2036'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2036'MARK NOT FOUND.
 AW2036
 AW2036                          STATION RECOVERY (2004)
 AW2036
 AW2036'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2036'GO TO N 29 30 22.3  W 095 27 00.4
 AW2036
 AW2036                          STATION RECOVERY (2005)
 AW2036
 AW2036'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2347 ***********************************************************************
 AW2347  DESIGNATION -  D 1279
 AW2347  PID         -  AW2347
 AW2347  STATE/COUNTY-  TX/HARRIS
 AW2347  USGS QUAD   -  BELLAIRE (1995)
 AW2347
 AW2347                         *CURRENT SURVEY CONTROL
 AW2347  ___________________________________________________________________
 AW2347* NAD 83(1986)-  29 43 30.     (N)    095 25 59.     (W)     SCALED    
 AW2347* NAVD 88     -        15.826  (meters)      51.92   (feet)  ADJUSTED  
 AW2347  ___________________________________________________________________
 AW2347  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW2347  DYNAMIC HT  -          15.805 (meters)      51.85  (feet)  COMP
 AW2347  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 AW2347
 AW2347  VERT ORDER  -  FIRST     CLASS II
 AW2347
 AW2347.The horizontal coordinates were scaled from a topographic map and have
 AW2347.an estimated accuracy of +/- 6 seconds.
 AW2347
 AW2347.The orthometric height was determined by differential leveling
 AW2347.and adjusted by the National Geodetic Survey in June 1991..
 AW2347
 AW2347.The geoid height was determined by GEOID03.
 AW2347
 AW2347.The dynamic height is computed by dividing the NAVD 88
 AW2347.geopotential number by the normal gravity value computed on the
 AW2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2347.degrees latitude (g = 980.6199 gals.).
 AW2347
 AW2347.The modeled gravity was interpolated from observed gravity values.
 AW2347
 AW2347;                    North         East    Units  Estimated Accuracy
 AW2347;SPC TXSC     - 4,214,910.      945,010.      MT  (+/- 180 meters Scaled)
 AW2347
 AW2347                          SUPERSEDED SURVEY CONTROL
 AW2347
 AW2347  NGVD 29 (12/23/87)   15.822  (m)           51.91   (f) ADJUSTED    1 2
 AW2347
 AW2347.Superseded values are not recommended for survey control.
 AW2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2347.See file dsdata.txt to determine how the superseded data were derived.
 AW2347
 AW2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN646907(NAD 83)
 AW2347_MARKER: DB = BENCH MARK DISK
 AW2347_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW2347_SP_SET: BRIDGE ABUTMENT
 AW2347_STAMPING: D 1279 1978
 AW2347_MARK LOGO: NGS   
 AW2347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2347+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW2347
 AW2347  HISTORY     - Date     Condition        Report By
 AW2347  HISTORY     - 1978     MONUMENTED       NGS
 AW2347  HISTORY     - 1983     GOOD             NGS
 AW2347  HISTORY     - 1986     GOOD             NGS
 AW2347  HISTORY     - 1989     GOOD             USPSQD
 AW2347  HISTORY     - 1989     GOOD             USPSQD
 AW2347  HISTORY     - 1991     GOOD             USPSQD
 AW2347  HISTORY     - 19931030 GOOD             USPSQD
 AW2347  HISTORY     - 20040529 GOOD             USPSQD
 AW2347  HISTORY     - 20051006 GOOD             USPSQD
 AW2347
 AW2347                          STATION DESCRIPTION
 AW2347
 AW2347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2347'6.3 MI SW FROM HOUSTON.
 AW2347'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AW2347'RAILROAD STATION IN HOUSTON, THENCE 3.2 MILES SOUTH-SOUTHWEST ALONG
 AW2347'MAIN STREET, AND THENCE 2.7 MILES SOUTHWEST ALONG BISSONETT STREET.
 AW2347'OR, ABOUT 0.1 MILE NORTH ALONG RICE AVENUE FROM THE POST OFFICE AT
 AW2347'BELLAIRE, AND THENCE ABOUT 2.5 MILES NORTHEAST ALONG BISSONETT ROAD.
 AW2347'AT THE INTERSECTION OF OF EDLOE STREET, SET IN THE NORTHEAST BRIDGE
 AW2347'ABUTMENT, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE EAST LANES OF
 AW2347'BISSONETT, 3 FEET SOUTHEAST OF THE SOUTH CURB OF BISSONETT STREET,
 AW2347'3 FEET SOUTHWEST OF THE EXTENDED CENTERLINE OF EDLOE STREET AND 1
 AW2347'FOOT NORTHWEST OF THE SOUTHEAST GUARD RAIL POST.
 AW2347
 AW2347                          STATION RECOVERY (1983)
 AW2347
 AW2347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2347'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW2347'0.2 KM (0.15 MI) NORTHWEST ALONG CONGRESS STREET FROM THE INTERSECTION
 AW2347'OF SAN JACINTO STREET AT THE NORTH-NORTHEAST CORNER OF THE HARRIS
 AW2347'COUNTY CIVIL COURTS BUILDING IN HOUSTON, THENCE 4.0 KM (2.5 MI)
 AW2347'SOUTHWEST ALONG MAIN STREET, THENCE 4.2 KM (2.65 MI) WEST ALONG
 AW2347'BISSONNET STREET, AT THE INTERSECTION OF EDLOE STREET, SET IN THE
 AW2347'NORTHEAST BRIDGE ABUTMENT, ALSO, 0.3 KM (0.2 MI) EAST ALONG CEDAR
 AW2347'STREET FROM THE POST OFFICE IN BELLAIRE, THENCE 2.9 KM (1.8 MI)
 AW2347'NORTHEAST ALONG BISSONNET STREET, 5.49 METERS (18.0 FT) SOUTHEAST OF
 AW2347'THE CENTERLINE OF THE EASTBOUND LANES OF BISSONNET STREET, 0.91 METERS
 AW2347'(3.0 FT) SOUTHEAST OF THE SOUTH CURB OF BISSONNET STREET, 0.91 METERS
 AW2347'(3.0 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF EDLOE STREET, AND
 AW2347'0.30 METERS (1.0 FT) NORTHWEST OF THE SOUTHEAST GUARD RAIL POST.
 AW2347'THE MARK IS 0.3 M ABOVE STREET.
 AW2347
 AW2347                          STATION RECOVERY (1986)
 AW2347
 AW2347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2347'RECOVERED IN GOOD CONDITION.
 AW2347
 AW2347                          STATION RECOVERY (1989)
 AW2347
 AW2347'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW2347'RECOVERED IN GOOD CONDITION.
 AW2347
 AW2347                          STATION RECOVERY (1989)
 AW2347
 AW2347'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW2347'RECOVERED IN GOOD CONDITION.
 AW2347
 AW2347                          STATION RECOVERY (1991)
 AW2347
 AW2347'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 AW2347'RECOVERED IN GOOD CONDITION.
 AW2347
 AW2347                          STATION RECOVERY (1993)
 AW2347
 AW2347'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2347'RECOVERED IN GOOD CONDITION.
 AW2347
 AW2347                          STATION RECOVERY (2004)
 AW2347
 AW2347'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2347'RECOVERED IN GOOD CONDITION.
 AW2347
 AW2347                          STATION RECOVERY (2005)
 AW2347
 AW2347'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2347'FOUND AS DESCRIBED.
 AW2347' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0326 ***********************************************************************
 AO0326  DESIGNATION -  D 128
 AO0326  PID         -  AO0326
 AO0326  STATE/COUNTY-  TX/LA SALLE
 AO0326  USGS QUAD   -  LOS ANGELES (1974)
 AO0326
 AO0326                         *CURRENT SURVEY CONTROL
 AO0326  ___________________________________________________________________
 AO0326* NAD 83(1986)-  28 28 45.     (N)    099 06 34.     (W)     SCALED    
 AO0326* NAVD 88     -       148.920  (meters)     488.58   (feet)  ADJUSTED  
 AO0326  ___________________________________________________________________
 AO0326  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AO0326  DYNAMIC HT  -         148.697 (meters)     487.85  (feet)  COMP
 AO0326  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 AO0326
 AO0326  VERT ORDER  -  FIRST     CLASS II
 AO0326
 AO0326.The horizontal coordinates were scaled from a topographic map and have
 AO0326.an estimated accuracy of +/- 6 seconds.
 AO0326
 AO0326.The orthometric height was determined by differential leveling
 AO0326.and adjusted by the National Geodetic Survey in June 1991..
 AO0326
 AO0326.The geoid height was determined by GEOID03.
 AO0326
 AO0326.The dynamic height is computed by dividing the NAVD 88
 AO0326.geopotential number by the normal gravity value computed on the
 AO0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0326.degrees latitude (g = 980.6199 gals.).
 AO0326
 AO0326.The modeled gravity was interpolated from observed gravity values.
 AO0326
 AO0326;                    North         East    Units  Estimated Accuracy
 AO0326;SPC TXSC     - 4,071,580.      589,280.      MT  (+/- 180 meters Scaled)
 AO0326
 AO0326                          SUPERSEDED SURVEY CONTROL
 AO0326
 AO0326  NGVD 29 (??/??/92)  148.791  (m)          488.16   (f) ADJ UNCH    1 2
 AO0326
 AO0326.Superseded values are not recommended for survey control.
 AO0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0326.See file dsdata.txt to determine how the superseded data were derived.
 AO0326
 AO0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS892502(NAD 83)
 AO0326_MARKER: DB = BENCH MARK DISK
 AO0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0326_STAMPING: D 128 1933 488.365
 AO0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0326+STABILITY: SURFACE MOTION
 AO0326
 AO0326  HISTORY     - Date     Condition        Report By
 AO0326  HISTORY     - 1933     MONUMENTED       CGS
 AO0326  HISTORY     - 1958     GOOD             NGS
 AO0326  HISTORY     - 1973     MARK NOT FOUND   USGS
 AO0326
 AO0326                          STATION DESCRIPTION
 AO0326
 AO0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AO0326'7.0 MI E FROM GARDENDALE.
 AO0326'ABOUT 7.0 MILES EAST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD
 AO0326'FROM THE STATION AT GARDENVALE, 3 FEET EAST OF MILEPOST 98, 18 FEET
 AO0326'SOUTH OF THE SOUTH RAIL, 7 POLES EAST OF BRIDGE NUMBER 98-2, ABOUT 3
 AO0326'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 AO0326'FLUSH WITH THE GROUND.
 AO0326
 AO0326                          STATION RECOVERY (1973)
 AO0326
 AO0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AO0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2154 ***********************************************************************
 AW2154  DESIGNATION -  D 1280
 AW2154  PID         -  AW2154
 AW2154  STATE/COUNTY-  TX/FORT BEND
 AW2154  USGS QUAD   -  RICHMOND NE (1980)
 AW2154
 AW2154                         *CURRENT SURVEY CONTROL
 AW2154  ___________________________________________________________________
 AW2154* NAD 83(1986)-  29 41 57.     (N)    095 47 39.     (W)     SCALED    
 AW2154* NAVD 88     -        35.184  (meters)     115.43   (feet)  ADJUSTED  
 AW2154  ___________________________________________________________________
 AW2154  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW2154  DYNAMIC HT  -          35.135 (meters)     115.27  (feet)  COMP
 AW2154  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 AW2154
 AW2154  VERT ORDER  -  FIRST     CLASS II
 AW2154
 AW2154.The horizontal coordinates were scaled from a topographic map and have
 AW2154.an estimated accuracy of +/- 6 seconds.
 AW2154
 AW2154.The orthometric height was determined by differential leveling
 AW2154.and adjusted by the National Geodetic Survey in June 1991..
 AW2154
 AW2154.The geoid height was determined by GEOID03.
 AW2154
 AW2154.The dynamic height is computed by dividing the NAVD 88
 AW2154.geopotential number by the normal gravity value computed on the
 AW2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2154.degrees latitude (g = 980.6199 gals.).
 AW2154
 AW2154.The modeled gravity was interpolated from observed gravity values.
 AW2154
 AW2154;                    North         East    Units  Estimated Accuracy
 AW2154;SPC TXSC     - 4,211,040.      910,170.      MT  (+/- 180 meters Scaled)
 AW2154
 AW2154                          SUPERSEDED SURVEY CONTROL
 AW2154
 AW2154  NGVD 29 (12/23/87)   35.177  (m)          115.41   (f) ADJUSTED    1 2
 AW2154
 AW2154.Superseded values are not recommended for survey control.
 AW2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2154.See file dsdata.txt to determine how the superseded data were derived.
 AW2154
 AW2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN296887(NAD 83)
 AW2154_MARKER: DB = BENCH MARK DISK
 AW2154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2154_SP_SET: STAINLESS STEEL ROD
 AW2154_STAMPING: D 1280 1978
 AW2154_MARK LOGO: NGS   
 AW2154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2154
 AW2154  HISTORY     - Date     Condition        Report By
 AW2154  HISTORY     - 1978     MONUMENTED       NGS
 AW2154  HISTORY     - 1986     GOOD             NGS
 AW2154  HISTORY     - 19901208 GOOD             USPSQD
 AW2154  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2154  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2154
 AW2154                          STATION DESCRIPTION
 AW2154
 AW2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2154'7.2 MI WEST FROM CLODINE.
 AW2154'ABOUT 0.2 MILE WEST ALONG ALIEF ROAD FROM THE JUNCTION OF FARM ROAD
 AW2154'1464 IN ADDICKS. 0.1 MILE WEST OF A SHELL ROAD LEADING NORTHWEST
 AW2154'AND MILE POST 27.  ALSO 6.5 MILES EAST OF FULSHEAR.  53 FEET NORTH OF
 AW2154'THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE, AND 1 FOOT EAST
 AW2154'OF A POWER POLE.
 AW2154
 AW2154                          STATION RECOVERY (1986)
 AW2154
 AW2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2154'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW2154'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 AW2154
 AW2154                          STATION RECOVERY (1990)
 AW2154
 AW2154'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW2154'RECOVERED IN GOOD CONDITION.
 AW2154
 AW2154                          STATION RECOVERY (1993)
 AW2154
 AW2154'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2154'MARK NOT FOUND.
 AW2154
 AW2154                          STATION RECOVERY (2004)
 AW2154
 AW2154'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1866 ***********************************************************************
 BL1866  DESIGNATION -  D 1281
 BL1866  PID         -  BL1866
 BL1866  STATE/COUNTY-  TX/MONTGOMERY
 BL1866  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1866
 BL1866                         *CURRENT SURVEY CONTROL
 BL1866  ___________________________________________________________________
 BL1866* NAD 83(1986)-  30 09 04.     (N)    095 45 11.     (W)     SCALED    
 BL1866* NAVD 88     -        58.09   (+/-2cm)     190.6    (feet)  VERTCON   
 BL1866  ___________________________________________________________________
 BL1866  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1866
 BL1866  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1866
 BL1866.The horizontal coordinates were scaled from a topographic map and have
 BL1866.an estimated accuracy of +/- 6 seconds.
 BL1866
 BL1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1866.The vertical order pertains to the NGVD 29 superseded value.
 BL1866
 BL1866.The geoid height was determined by GEOID03.
 BL1866
 BL1866;                    North         East    Units  Estimated Accuracy
 BL1866;SPC TX C     - 3,062,790.    1,141,130.      MT  (+/- 180 meters Scaled)
 BL1866
 BL1866                          SUPERSEDED SURVEY CONTROL
 BL1866
 BL1866  NGVD 29 (04/06/79)   58.077  (m)          190.54   (f) ADJUSTED    1 2
 BL1866
 BL1866.Superseded values are not recommended for survey control.
 BL1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1866.See file dsdata.txt to determine how the superseded data were derived.
 BL1866
 BL1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP348387(NAD 83)
 BL1866_MARKER: DB = BENCH MARK DISK
 BL1866_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1866_SP_SET: STAINLESS STEEL ROD
 BL1866_STAMPING: D 1281 1978
 BL1866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1866
 BL1866  HISTORY     - Date     Condition        Report By
 BL1866  HISTORY     - 1978     MONUMENTED       NGS
 BL1866
 BL1866                          STATION DESCRIPTION
 BL1866
 BL1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1866'4.2 MI SOUTH FROM MAGNOLIA.
 BL1866'0.1 MILE SOUTHWEST ALONG FIFTH STREET FROM THE CROSSING OF MAGNOLIA
 BL1866'CONROE ROAD AND THE MISSOURI-PACIFIC RAILROAD IN MAGNOLIA, THENCE
 BL1866'0.15 MILE SOUTHEAST ALONG COMMERCE STREET, AND THENCE 3.95 MILES SOUTH
 BL1866'ALONG NICHOLS SAW MILL ROAD.  174 FEET NORTH-NORTHWEST OF THE
 BL1866'NORTHERLY END OF A GUARD RAIL ON THE WEST SIDE OF THE ROAD FOR A 48
 BL1866'INCH STEEL CULVERT PIPE, 55 FEET WEST OF THE CENTERLINE OF THE ROAD,
 BL1866'30 FEET SOUTH OF THE EXTENDED CENTERLINE OF A PRIVATE DRIVE LEADING
 BL1866'EAST TP A TRAILER HOUSE NUMBER 27902, AND 2.5 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1842 ***********************************************************************
 BL1842  DESIGNATION -  D 1282
 BL1842  PID         -  BL1842
 BL1842  STATE/COUNTY-  TX/HARRIS
 BL1842  USGS QUAD   -  HOCKLEY (1980)
 BL1842
 BL1842                         *CURRENT SURVEY CONTROL
 BL1842  ___________________________________________________________________
 BL1842* NAD 83(1986)-  30 01 49.     (N)    095 51 15.     (W)     SCALED    
 BL1842* NAVD 88     -        67.987  (meters)     223.05   (feet)  ADJUSTED  
 BL1842  ___________________________________________________________________
 BL1842  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1842  DYNAMIC HT  -          67.895 (meters)     222.75  (feet)  COMP
 BL1842  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 BL1842
 BL1842  VERT ORDER  -  FIRST     CLASS II
 BL1842
 BL1842.The horizontal coordinates were scaled from a topographic map and have
 BL1842.an estimated accuracy of +/- 6 seconds.
 BL1842
 BL1842.The orthometric height was determined by differential leveling
 BL1842.and adjusted by the National Geodetic Survey in June 1991..
 BL1842
 BL1842.The geoid height was determined by GEOID03.
 BL1842
 BL1842.The dynamic height is computed by dividing the NAVD 88
 BL1842.geopotential number by the normal gravity value computed on the
 BL1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1842.degrees latitude (g = 980.6199 gals.).
 BL1842
 BL1842.The modeled gravity was interpolated from observed gravity values.
 BL1842
 BL1842;                    North         East    Units  Estimated Accuracy
 BL1842;SPC TXSC     - 4,247,570.      903,380.      MT  (+/- 180 meters Scaled)
 BL1842
 BL1842                          SUPERSEDED SURVEY CONTROL
 BL1842
 BL1842  NGVD 29 (12/23/87)   67.980  (m)          223.03   (f) ADJUSTED    1 2
 BL1842
 BL1842.Superseded values are not recommended for survey control.
 BL1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1842.See file dsdata.txt to determine how the superseded data were derived.
 BL1842
 BL1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP247255(NAD 83)
 BL1842_MARKER: DB = BENCH MARK DISK
 BL1842_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1842_SP_SET: HEADWALL
 BL1842_STAMPING: D 1282 1978
 BL1842_MARK LOGO: NGS   
 BL1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1842+STABILITY: SURFACE MOTION
 BL1842
 BL1842  HISTORY     - Date     Condition        Report By
 BL1842  HISTORY     - 1978     MONUMENTED       NGS
 BL1842  HISTORY     - 1986     GOOD             NGS
 BL1842  HISTORY     - 19940326 GOOD             USPSQD
 BL1842  HISTORY     - 20050813 GOOD             GEOCAC
 BL1842
 BL1842                          STATION DESCRIPTION
 BL1842
 BL1842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1842'0.6 MI NW FROM HOCKLEY.
 BL1842'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE RAILROAD STATION
 BL1842'IN HOCKLEY.  SET IN TOP OF THE WEST END OF A HEADWALL FOR A 3X8 FEET
 BL1842'BOX CULVERT, ABOUT 100 FEET NORTHWEST OF RAILROAD SEMIPHORE 362, 21
 BL1842'FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF HIGHWAY
 BL1842'290, AND 8.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 BL1842
 BL1842                          STATION RECOVERY (1986)
 BL1842
 BL1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1842'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.0 KM (0.6 MI)
 BL1842'NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH HEGAR ROAD IN
 BL1842'HOCKLEY.
 BL1842
 BL1842                          STATION RECOVERY (1994)
 BL1842
 BL1842'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1842'RECOVERED IN GOOD CONDITION.
 BL1842
 BL1842                          STATION RECOVERY (2005)
 BL1842
 BL1842'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1842'CHANGE TO BUSINESS HWY 290
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2369 ***********************************************************************
 BY2369  DESIGNATION -  D 1283
 BY2369  PID         -  BY2369
 BY2369  STATE/COUNTY-  TX/SHELBY
 BY2369  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY2369
 BY2369                         *CURRENT SURVEY CONTROL
 BY2369  ___________________________________________________________________
 BY2369* NAD 83(1986)-  31 58 03.     (N)    094 07 05.     (W)     SCALED    
 BY2369* NAVD 88     -        89.311  (meters)     293.01   (feet)  ADJUSTED  
 BY2369  ___________________________________________________________________
 BY2369  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BY2369  DYNAMIC HT  -          89.207 (meters)     292.67  (feet)  COMP
 BY2369  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 BY2369
 BY2369  VERT ORDER  -  FIRST     CLASS II
 BY2369
 BY2369.The horizontal coordinates were scaled from a topographic map and have
 BY2369.an estimated accuracy of +/- 6 seconds.
 BY2369
 BY2369.The orthometric height was determined by differential leveling
 BY2369.and adjusted by the National Geodetic Survey in June 1991..
 BY2369
 BY2369.The geoid height was determined by GEOID03.
 BY2369
 BY2369.The dynamic height is computed by dividing the NAVD 88
 BY2369.geopotential number by the normal gravity value computed on the
 BY2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2369.degrees latitude (g = 980.6199 gals.).
 BY2369
 BY2369.The modeled gravity was interpolated from observed gravity values.
 BY2369
 BY2369;                    North         East    Units  Estimated Accuracy
 BY2369;SPC TX C     - 3,271,480.    1,287,220.      MT  (+/- 180 meters Scaled)
 BY2369
 BY2369                          SUPERSEDED SURVEY CONTROL
 BY2369
 BY2369  NGVD 29 (??/??/??)   89.360  (m)          293.18   (f) ADJUSTED    1 2
 BY2369
 BY2369.Superseded values are not recommended for survey control.
 BY2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2369.See file dsdata.txt to determine how the superseded data were derived.
 BY2369
 BY2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR943373(NAD 83)
 BY2369_MARKER: DB = BENCH MARK DISK
 BY2369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2369_SP_SET: STAINLESS STEEL ROD
 BY2369_STAMPING: D 1283 1979
 BY2369_PROJECTION: RECESSED 5 CENTIMETERS
 BY2369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2369_ROD/PIPE-DEPTH: 6.10 meters
 BY2369
 BY2369  HISTORY     - Date     Condition        Report By
 BY2369  HISTORY     - 1979     MONUMENTED       NGS
 BY2369
 BY2369                          STATION DESCRIPTION
 BY2369
 BY2369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2369'3.55 MI WEST FROM JOAQUIN.
 BY2369'3.55 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE IN
 BY2369'JOAQUIN, AT A PRIVATE DIRT DRIVE LEADING SOUTH, 80.1 FT. SOUTH OF THE
 BY2369'CENTERLINE OF THE HIGHWAY, 30.0 FT. WEST OF THE CENTER OF THE DRIVE,
 BY2369'52.9 FT. EAST OF A 24-INCH PINE TREE, 8.9 FT. WEST OF A CONCRETE
 BY2369'RIGHT-OF-WAY MARKER, 8.3 FT. WEST OF A CORNER FENCE POST, 1.0 FT.
 BY2369'NORTH OF A FENCE LINE.  DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH
 BY2369'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2369'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BY2369'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2387 ***********************************************************************
 BY2387  DESIGNATION -  D 1284
 BY2387  PID         -  BY2387
 BY2387  STATE/COUNTY-  TX/SHELBY
 BY2387  USGS QUAD   -  CENTER (1984)
 BY2387
 BY2387                         *CURRENT SURVEY CONTROL
 BY2387  ___________________________________________________________________
 BY2387* NAD 83(1986)-  31 47 27.     (N)    094 11 11.     (W)     SCALED    
 BY2387* NAVD 88     -       106.752  (meters)     350.24   (feet)  ADJUSTED  
 BY2387  ___________________________________________________________________
 BY2387  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BY2387  DYNAMIC HT  -         106.624 (meters)     349.82  (feet)  COMP
 BY2387  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 BY2387  OBS GRAVITY -     979,443.3   (mgal)                       GRAV_OBS
 BY2387
 BY2387  VERT ORDER  -  FIRST     CLASS II
 BY2387
 BY2387.The horizontal coordinates were scaled from a topographic map and have
 BY2387.an estimated accuracy of +/- 6 seconds.
 BY2387
 BY2387.The orthometric height was determined by differential leveling
 BY2387.and adjusted by the National Geodetic Survey in June 1991..
 BY2387
 BY2387.The geoid height was determined by GEOID03.
 BY2387
 BY2387.The dynamic height is computed by dividing the NAVD 88
 BY2387.geopotential number by the normal gravity value computed on the
 BY2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2387.degrees latitude (g = 980.6199 gals.).
 BY2387
 BY2387.The modeled gravity was interpolated from observed gravity values.
 BY2387.The observed gravity was obtained from relative gravimeter ties
 BY2387.to the IGSN71 gravity network.
 BY2387
 BY2387;                    North         East    Units  Estimated Accuracy
 BY2387;SPC TX C     - 3,251,560.    1,281,850.      MT  (+/- 180 meters Scaled)
 BY2387
 BY2387                          SUPERSEDED SURVEY CONTROL
 BY2387
 BY2387  NGVD 29 (??/??/??)  106.792  (m)          350.37   (f) ADJUSTED    1 2
 BY2387
 BY2387.Superseded values are not recommended for survey control.
 BY2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2387.See file dsdata.txt to determine how the superseded data were derived.
 BY2387
 BY2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR876178(NAD 83)
 BY2387_MARKER: I = METAL ROD
 BY2387_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2387_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2387_STAMPING: D 1284 1979
 BY2387_PROJECTION: FLUSH
 BY2387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2387+STABILITY: POSITION/ELEVATION WELL
 BY2387_ROD/PIPE-DEPTH: 9.14 meters
 BY2387_SLEEVE-DEPTH  : 7.32 meters
 BY2387
 BY2387  HISTORY     - Date     Condition        Report By
 BY2387  HISTORY     - 1979     MONUMENTED       NGS
 BY2387  HISTORY     - 20011125 MARK NOT FOUND   USPSQD
 BY2387
 BY2387                          STATION DESCRIPTION
 BY2387
 BY2387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2387'1.35 MI SE FROM CENTER.
 BY2387'1.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF
 BY2387'STATE HIGHWAY 87 IN CENTER, AT THE NORTHEAST CORNER OF THE CHURCH
 BY2387'OF CHRIST, 200.0 FT. NORTHEAST OF THE CENTERLINE
 BY2387'OF THE HIGHWAY, 89.0 FT. SOUTHEAST OF THE SOUTHEAST FACE OF THE
 BY2387'SHELBY GENERAL HOSPITAL, 119.0 FT. NORTHEAST OF THE NORTHWEST CORNER
 BY2387'OF THE CHURCH, 19.0 FT. NORTHWEST OF THE NORTHEAST CORNER OF THE
 BY2387'CHURCH, 4.5 FT. SOUTHWEST OF POWERLINE POLE NUMBER 16799 WITH TWO
 BY2387'TRANSFORMERS.  DATUM POINT IS 3 INCHES BELOW GROUND, ACCESS TO WHICH
 BY2387'IS HAD THROUGH A 5-INCH LOGO CAP.
 BY2387'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 BY2387
 BY2387                          STATION RECOVERY (2001)
 BY2387
 BY2387'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNH)
 BY2387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1983 ***********************************************************************
 BK1983  DESIGNATION -  D 1285
 BK1983  PID         -  BK1983
 BK1983  STATE/COUNTY-  TX/ORANGE
 BK1983  USGS QUAD   -  MAURICEVILLE (1974)
 BK1983
 BK1983                         *CURRENT SURVEY CONTROL
 BK1983  ___________________________________________________________________
 BK1983* NAD 83(1986)-  30 09 00.     (N)    093 49 49.     (W)     SCALED    
 BK1983* NAVD 88     -         5.477  (meters)      17.97   (feet)  ADJUSTED  
 BK1983  ___________________________________________________________________
 BK1983  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BK1983  DYNAMIC HT  -           5.470 (meters)      17.95  (feet)  COMP
 BK1983  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 BK1983
 BK1983  VERT ORDER  -  FIRST     CLASS II
 BK1983
 BK1983.The horizontal coordinates were scaled from a topographic map and have
 BK1983.an estimated accuracy of +/- 6 seconds.
 BK1983
 BK1983.The orthometric height was determined by differential leveling
 BK1983.and adjusted by the National Geodetic Survey in June 1991..
 BK1983
 BK1983.The geoid height was determined by GEOID03.
 BK1983
 BK1983.The dynamic height is computed by dividing the NAVD 88
 BK1983.geopotential number by the normal gravity value computed on the
 BK1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1983.degrees latitude (g = 980.6199 gals.).
 BK1983
 BK1983.The modeled gravity was interpolated from observed gravity values.
 BK1983
 BK1983;                    North         East    Units  Estimated Accuracy
 BK1983;SPC TX C     - 3,071,890.    1,326,150.      MT  (+/- 180 meters Scaled)
 BK1983
 BK1983                          SUPERSEDED SURVEY CONTROL
 BK1983
 BK1983  NGVD 29 (??/??/??)    5.435  (m)           17.83   (f) ADJUSTED    1 2
 BK1983
 BK1983.Superseded values are not recommended for survey control.
 BK1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1983.See file dsdata.txt to determine how the superseded data were derived.
 BK1983
 BK1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP200356(NAD 83)
 BK1983_MARKER: I = METAL ROD
 BK1983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1983_SP_SET: STAINLESS STEEL ROD
 BK1983_STAMPING: D 1285 1979
 BK1983_PROJECTION: FLUSH
 BK1983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1983+STABILITY: POSITION/ELEVATION WELL
 BK1983_ROD/PIPE-DEPTH: 6.10 meters
 BK1983
 BK1983  HISTORY     - Date     Condition        Report By
 BK1983  HISTORY     - 1979     MONUMENTED       NGS
 BK1983  HISTORY     - 1988     GOOD             USPSQD
 BK1983  HISTORY     - 19960427 GOOD             USPSQD
 BK1983  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1983  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1983  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1983
 BK1983                          STATION DESCRIPTION
 BK1983
 BK1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1983'7.75 MI NW FROM ORANGE.
 BK1983'2.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN
 BK1983'ORANGE, THENCE 4.95 MILES NORTHWEST ALONG THE MISSOURI PACIFIC
 BK1983'RAILROAD, AT THE CROSSING OF A PRIVATE DIRT ROAD, ALSO
 BK1983'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF STATE
 BK1983'HIGHWAY 12 IN MAURICEVILLE, 114.8 FT. NORTHEAST OF AND ACROSS THE
 BK1983'TRACKS FROM THE CENTERLINE OF THE HIGHWAY, 42.5 FT. NORTHEAST OF THE
 BK1983'NORTHEAST RAIL, 17.3 FT. NORTHWEST OF THE CENTERLINE OF THE ROAD, 1.6
 BK1983'FT. SOUTHWEST OF A 3-INCH BY 3-INCH STONE FENCE CORNER, 3 RAILS
 BK1983'SOUTHEAST OF MILEPOST 482.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO
 BK1983'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1983'THE MARK IS 1.4 FT  SE FROM A WITNESS POST.
 BK1983'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 BK1983
 BK1983                          STATION RECOVERY (1988)
 BK1983
 BK1983'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1983'RECOVERED IN GOOD CONDITION.
 BK1983
 BK1983                          STATION RECOVERY (1996)
 BK1983
 BK1983'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1983'RECOVERED IN GOOD CONDITION.
 BK1983
 BK1983                          STATION RECOVERY (2001)
 BK1983
 BK1983'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1983'MARK NOT FOUND.
 BK1983
 BK1983                          STATION RECOVERY (2002)
 BK1983
 BK1983'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1983'MARK NOT FOUND.
 BK1983
 BK1983                          STATION RECOVERY (2004)
 BK1983
 BK1983'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1983'FOUND, FULL WATER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2399 ***********************************************************************
 BY2399  DESIGNATION -  D 1286
 BY2399  PID         -  BY2399
 BY2399  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2399  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY2399
 BY2399                         *CURRENT SURVEY CONTROL
 BY2399  ___________________________________________________________________
 BY2399* NAD 83(1986)-  31 37 15.     (N)    094 09 03.     (W)     SCALED    
 BY2399* NAVD 88     -       124.926  (meters)     409.86   (feet)  ADJUSTED  
 BY2399  ___________________________________________________________________
 BY2399  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY2399  DYNAMIC HT  -         124.774 (meters)     409.36  (feet)  COMP
 BY2399  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 BY2399
 BY2399  VERT ORDER  -  FIRST     CLASS II
 BY2399
 BY2399.The horizontal coordinates were scaled from a topographic map and have
 BY2399.an estimated accuracy of +/- 6 seconds.
 BY2399
 BY2399.The orthometric height was determined by differential leveling
 BY2399.and adjusted by the National Geodetic Survey in June 1991..
 BY2399
 BY2399.The geoid height was determined by GEOID03.
 BY2399
 BY2399.The dynamic height is computed by dividing the NAVD 88
 BY2399.geopotential number by the normal gravity value computed on the
 BY2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2399.degrees latitude (g = 980.6199 gals.).
 BY2399
 BY2399.The modeled gravity was interpolated from observed gravity values.
 BY2399
 BY2399;                    North         East    Units  Estimated Accuracy
 BY2399;SPC TX C     - 3,232,930.    1,286,260.      MT  (+/- 180 meters Scaled)
 BY2399
 BY2399                          SUPERSEDED SURVEY CONTROL
 BY2399
 BY2399  NGVD 29 (??/??/??)  124.958  (m)          409.97   (f) ADJUSTED    1 2
 BY2399
 BY2399.Superseded values are not recommended for survey control.
 BY2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2399.See file dsdata.txt to determine how the superseded data were derived.
 BY2399
 BY2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ908989(NAD 83)
 BY2399_MARKER: DB = BENCH MARK DISK
 BY2399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2399_SP_SET: STAINLESS STEEL ROD
 BY2399_STAMPING: D 1286 1979
 BY2399_PROJECTION: FLUSH
 BY2399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2399_ROD/PIPE-DEPTH: 2.13 meters
 BY2399
 BY2399  HISTORY     - Date     Condition        Report By
 BY2399  HISTORY     - 1979     MONUMENTED       NGS
 BY2399
 BY2399                          STATION DESCRIPTION
 BY2399
 BY2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2399'6.4 MI NORTH FROM SAN AUGUSTINE.
 BY2399'6.4 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2399'HIGHWAY 21 IN SAN AUGUSTINE, 300.0 FT. SOUTH OF THE TOP OF A HILL
 BY2399'AND A TURN OUT, 0.4 MILE SOUTH OF THE SHELBY-SAN AUGUSTINE COUNTY
 BY2399'LINE, 60.0 FT. EAST OF AND ACROSS THE HIGHWAY FROM A TELEPHONE CABLE
 BY2399'WARNING SIGN, 60.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 2.0 FT.
 BY2399'SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER.  NOTE-AN EXHAUSTIVE EFFORT
 BY2399'AND A NEW LOCATION WERE USED TO NO AVAIL TO GET MORE DEPTH ON THE ROD.
 BY2399'DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BY2399'PLASTIC SCREW PLUG.
 BY2399'THE MARK IS 2 FT  N FROM A WITNESS POST.
 BY2399'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2543 ***********************************************************************
 BY2543  DESIGNATION -  D 1287
 BY2543  PID         -  BY2543
 BY2543  STATE/COUNTY-  TX/SHELBY
 BY2543  USGS QUAD   -  TENAHA WEST (1984)
 BY2543
 BY2543                         *CURRENT SURVEY CONTROL
 BY2543  ___________________________________________________________________
 BY2543* NAD 83(1986)-  31 56 14.     (N)    094 17 24.     (W)     SCALED    
 BY2543* NAVD 88     -        96.555  (meters)     316.78   (feet)  ADJUSTED  
 BY2543  ___________________________________________________________________
 BY2543  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2543  DYNAMIC HT  -          96.440 (meters)     316.40  (feet)  COMP
 BY2543  MODELED GRAV-     979,449.6   (mgal)                       NAVD 88
 BY2543
 BY2543  VERT ORDER  -  FIRST     CLASS II
 BY2543
 BY2543.The horizontal coordinates were scaled from a topographic map and have
 BY2543.an estimated accuracy of +/- 6 seconds.
 BY2543
 BY2543.The orthometric height was determined by differential leveling
 BY2543.and adjusted by the National Geodetic Survey in June 1991..
 BY2543
 BY2543.The geoid height was determined by GEOID03.
 BY2543
 BY2543.The dynamic height is computed by dividing the NAVD 88
 BY2543.geopotential number by the normal gravity value computed on the
 BY2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2543.degrees latitude (g = 980.6199 gals.).
 BY2543
 BY2543.The modeled gravity was interpolated from observed gravity values.
 BY2543
 BY2543;                    North         East    Units  Estimated Accuracy
 BY2543;SPC TX C     - 3,267,230.    1,271,170.      MT  (+/- 180 meters Scaled)
 BY2543
 BY2543                          SUPERSEDED SURVEY CONTROL
 BY2543
 BY2543.No superseded survey control is available for this station.
 BY2543
 BY2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR780342(NAD 83)
 BY2543_MARKER: DB = BENCH MARK DISK
 BY2543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2543_SP_SET: STAINLESS STEEL ROD
 BY2543_STAMPING: D 1287 1979
 BY2543_PROJECTION: RECESSED 5 CENTIMETERS
 BY2543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2543_ROD/PIPE-DEPTH: 2.13 meters
 BY2543
 BY2543  HISTORY     - Date     Condition        Report By
 BY2543  HISTORY     - 1979     MONUMENTED       NGS
 BY2543
 BY2543                          STATION DESCRIPTION
 BY2543
 BY2543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2543'2.85 MI WEST FROM TENAHA.
 BY2543'2.85 MILES WEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF U.S.
 BY2543'HIGHWAY 96 IN TENAHA, AT A PRIVATE DRIVE LEADING NORTH, 254 FT. SOUTH
 BY2543'OF THE SOUTH RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 67.0 FT.
 BY2543'NORTH OF THE CENTERLINE OF THE HIGHWAY, 48.0 FT. EAST OF THE
 BY2543'CENTERLINE OF THE DRIVEWAY, 25.5 FT. EAST-SOUTHEAST OF THE SOUTHEAST
 BY2543'CORNER OF A HOUSE, 18.5 FT. NORTH-NORTHEAST OF A POWERLINE POLE WITH
 BY2543'TRANSFORMER, 4.0 FT. WEST-NORTHWEST OF A TELEPHONE POLE.  DISK IS 4
 BY2543'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BY2543'SCREW PLUG.  NOTE-AN EXCESSIVE EFFORT WAS MADE TO GAIN THIS DEPTH.
 BY2543'THE MARK IS 3.5 FT  SE FROM A WITNESS POST.
 BY2543'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1955 ***********************************************************************
 BK1955  DESIGNATION -  D 1288
 BK1955  PID         -  BK1955
 BK1955  STATE/COUNTY-  TX/JASPER
 BK1955  USGS QUAD   -  CALL JUNCTION (1984)
 BK1955
 BK1955                         *CURRENT SURVEY CONTROL
 BK1955  ___________________________________________________________________
 BK1955* NAD 83(1986)-  30 32 57.     (N)    093 55 57.     (W)     SCALED    
 BK1955* NAVD 88     -        34.518  (meters)     113.25   (feet)  ADJUSTED  
 BK1955  ___________________________________________________________________
 BK1955  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BK1955  DYNAMIC HT  -          34.473 (meters)     113.10  (feet)  COMP
 BK1955  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 BK1955
 BK1955  VERT ORDER  -  FIRST     CLASS II
 BK1955
 BK1955.The horizontal coordinates were scaled from a topographic map and have
 BK1955.an estimated accuracy of +/- 6 seconds.
 BK1955
 BK1955.The orthometric height was determined by differential leveling
 BK1955.and adjusted by the National Geodetic Survey in June 1991..
 BK1955
 BK1955.The geoid height was determined by GEOID03.
 BK1955
 BK1955.The dynamic height is computed by dividing the NAVD 88
 BK1955.geopotential number by the normal gravity value computed on the
 BK1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1955.degrees latitude (g = 980.6199 gals.).
 BK1955
 BK1955.The modeled gravity was interpolated from observed gravity values.
 BK1955
 BK1955;                    North         East    Units  Estimated Accuracy
 BK1955;SPC TX C     - 3,115,490.    1,313,770.      MT  (+/- 180 meters Scaled)
 BK1955
 BK1955                          SUPERSEDED SURVEY CONTROL
 BK1955
 BK1955  NGVD 29 (??/??/??)   34.497  (m)          113.18   (f) ADJUSTED    1 2
 BK1955
 BK1955.Superseded values are not recommended for survey control.
 BK1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1955.See file dsdata.txt to determine how the superseded data were derived.
 BK1955
 BK1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP105800(NAD 83)
 BK1955_MARKER: I = METAL ROD
 BK1955_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1955_SP_SET: STAINLESS STEEL ROD
 BK1955_STAMPING: D 1288 1979
 BK1955_PROJECTION: FLUSH
 BK1955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1955+STABILITY: POSITION/ELEVATION WELL
 BK1955_ROD/PIPE-DEPTH: 7.62 meters
 BK1955
 BK1955  HISTORY     - Date     Condition        Report By
 BK1955  HISTORY     - 1979     MONUMENTED       NGS
 BK1955  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1955  HISTORY     - 20050129 GOOD             USPSQD
 BK1955
 BK1955                          STATION DESCRIPTION
 BK1955
 BK1955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1955'7.3 MI NE FROM BUNA.
 BK1955'7.3 MILES NORTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BK1955'HIGHWAY 62 IN BUNA, AT THE JUNCTION OF A DIRT ROAD LEADING WEST, 500
 BK1955'FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 40.0 FT. NORTH OF THE
 BK1955'CENTERLINE OF THE DIRT ROAD, 15.5 FT. EAST OF THE CENTER OF THE EAST
 BK1955'DRIVE OF A PRIVATE ENTRANCE, 10.7 FT. NORTH OF A POWERLINE POLE, 9.7
 BK1955'FT. NORTH OF AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX, 1.0 FT. EAST
 BK1955'OF A CYCLONE FENCE, 28.8 FT. EAST OF A 20-INCH PINE TREE.  DISK IS
 BK1955'4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BK1955'SCREW PLUG.
 BK1955'THE MARK IS 10.5 FT  N FROM A WITNESS POST.
 BK1955'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1955
 BK1955                          STATION RECOVERY (2004)
 BK1955
 BK1955'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1955'MARK NOT FOUND.
 BK1955
 BK1955                          STATION RECOVERY (2005)
 BK1955
 BK1955'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BK1955'ROAD LEADING WEST FROM STATE HIGHWAY IS COUNTY ROAD 606 AND IS
 BK1955'ASPHALTED.  MARKER IS 10.2 FT NORTH OF A POWERLINE POLE, 9.0 FT NORTH
 BK1955'OF AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX, AND 0.7 FT EAST OF A
 BK1955'CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1928 ***********************************************************************
 BK1928  DESIGNATION -  D 1289
 BK1928  PID         -  BK1928
 BK1928  STATE/COUNTY-  TX/JASPER
 BK1928  USGS QUAD   -  JASPER EAST (1984)
 BK1928
 BK1928                         *CURRENT SURVEY CONTROL
 BK1928  ___________________________________________________________________
 BK1928* NAD 83(1986)-  30 55 22.     (N)    093 59 48.     (W)     SCALED    
 BK1928* NAVD 88     -        67.163  (meters)     220.35   (feet)  ADJUSTED  
 BK1928  ___________________________________________________________________
 BK1928  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BK1928  DYNAMIC HT  -          67.075 (meters)     220.06  (feet)  COMP
 BK1928  MODELED GRAV-     979,339.5   (mgal)                       NAVD 88
 BK1928
 BK1928  VERT ORDER  -  FIRST     CLASS II
 BK1928
 BK1928.The horizontal coordinates were scaled from a topographic map and have
 BK1928.an estimated accuracy of +/- 6 seconds.
 BK1928
 BK1928.The orthometric height was determined by differential leveling
 BK1928.and adjusted by the National Geodetic Survey in June 1991..
 BK1928
 BK1928.The geoid height was determined by GEOID03.
 BK1928
 BK1928.The dynamic height is computed by dividing the NAVD 88
 BK1928.geopotential number by the normal gravity value computed on the
 BK1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1928.degrees latitude (g = 980.6199 gals.).
 BK1928
 BK1928.The modeled gravity was interpolated from observed gravity values.
 BK1928
 BK1928;                    North         East    Units  Estimated Accuracy
 BK1928;SPC TX C     - 3,156,490.    1,305,270.      MT  (+/- 180 meters Scaled)
 BK1928
 BK1928                          SUPERSEDED SURVEY CONTROL
 BK1928
 BK1928  NGVD 29 (??/??/??)   67.157  (m)          220.33   (f) ADJUSTED    1 2
 BK1928
 BK1928.Superseded values are not recommended for survey control.
 BK1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1928.See file dsdata.txt to determine how the superseded data were derived.
 BK1928
 BK1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ047214(NAD 83)
 BK1928_MARKER: DB = BENCH MARK DISK
 BK1928_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1928_SP_SET: STAINLESS STEEL ROD
 BK1928_STAMPING: D 1289 1979
 BK1928_MARK LOGO: NGS   
 BK1928_PROJECTION: FLUSH
 BK1928_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1928+STABILITY: POSITION/ELEVATION WELL
 BK1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1928+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1997
 BK1928_ROD/PIPE-DEPTH: 9.14 meters
 BK1928
 BK1928  HISTORY     - Date     Condition        Report By
 BK1928  HISTORY     - 1979     MONUMENTED       NGS
 BK1928  HISTORY     - 19970326 GOOD             NGS
 BK1928
 BK1928                          STATION DESCRIPTION
 BK1928
 BK1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1928'0.8 MI NORTH FROM JASPER.
 BK1928'0.8 MILE NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1928'HIGHWAY 190 IN JASPER, AT THE JUNCTION OF CROCKETT DRIVE, 24.3
 BK1928'FT. EAST OF THE CENTERLINE OF HIGHWAY 96 NORTHBOUND,
 BK1928'222.0 FT. SOUTH OF THE CENTERLINE OF THE DRIVE, 40.0 FT. NORTHWEST
 BK1928'OF THE NORTHWEST CORNER OF A STATE FARM INSURANCE BUILDING, 1.7
 BK1928'FT. NORTH-NORTHWEST OF A POWERLINE POLE WITH TRANSFORMER AND STREET
 BK1928'LIGHT, 12.0 FT. NORTHEAST OF THE CENTER OF A ROUND MANHOLE COVER,
 BK1928'10.0 FT. SOUTHEAST OF THE CENTER OF A ROUND MANHOLE COVER.  DISK IS
 BK1928'4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BK1928'SCREW PLUG.
 BK1928'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BK1928'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 BK1928
 BK1928                          STATION RECOVERY (1997)
 BK1928
 BK1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BK1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 26 MAR 1997 (WCW) .
 BK1928'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH ADDITIONAL TIES AS
 BK1928'FOLLOWS.  THE MARK IS 52 M (170.6 FT) NORTH FROM THE WESTERLY TERMINUS
 BK1928'OF FARM ROAD 776 (MILAM ROAD) AT U.S.  HIGHWAY 96 (WHEELER STREET) ,
 BK1928'12.2 M (40.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A ONE STORY
 BK1928'FRAMED BRICK BUILDING WITH MANSARD ROOF (THE JASPER NEWS-BOY) , AND
 BK1928'0.3 M (1.0 FT) SOUTH FROM A BELL TELEPHONE UNDERGROUND CABLE WARNING
 BK1928'SIGN.  A WOOD UTILITY POLE 0.2 M (0.7 FT) TO THE SOUTH OBSTRUCTS.  THE
 BK1928'PLASTIC SCREW PLUG IS FLUSH WITH GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2514 ***********************************************************************
 BY2514  DESIGNATION -  D 1289 A
 BY2514  PID         -  BY2514
 BY2514  STATE/COUNTY-  TX/NACOGDOCHES
 BY2514  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY2514
 BY2514                         *CURRENT SURVEY CONTROL
 BY2514  ___________________________________________________________________
 BY2514* NAD 83(1986)-  31 43 09.     (N)    094 43 21.     (W)     SCALED    
 BY2514* NAVD 88     -       124.339  (meters)     407.94   (feet)  ADJUSTED  
 BY2514  ___________________________________________________________________
 BY2514  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BY2514  DYNAMIC HT  -         124.187 (meters)     407.44  (feet)  COMP
 BY2514  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 BY2514
 BY2514  VERT ORDER  -  FIRST     CLASS II
 BY2514
 BY2514.The horizontal coordinates were scaled from a topographic map and have
 BY2514.an estimated accuracy of +/- 6 seconds.
 BY2514
 BY2514.The orthometric height was determined by differential leveling
 BY2514.and adjusted by the National Geodetic Survey in June 1991..
 BY2514
 BY2514.The geoid height was determined by GEOID03.
 BY2514
 BY2514.The dynamic height is computed by dividing the NAVD 88
 BY2514.geopotential number by the normal gravity value computed on the
 BY2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2514.degrees latitude (g = 980.6199 gals.).
 BY2514
 BY2514.The modeled gravity was interpolated from observed gravity values.
 BY2514
 BY2514;                    North         East    Units  Estimated Accuracy
 BY2514;SPC TX C     - 3,240,950.    1,231,550.      MT  (+/- 180 meters Scaled)
 BY2514
 BY2514                          SUPERSEDED SURVEY CONTROL
 BY2514
 BY2514.No superseded survey control is available for this station.
 BY2514
 BY2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR367105(NAD 83)
 BY2514_MARKER: DB = BENCH MARK DISK
 BY2514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2514_SP_SET: STAINLESS STEEL ROD
 BY2514_STAMPING: D 1289 A 1979
 BY2514_PROJECTION: FLUSH
 BY2514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2514_ROD/PIPE-DEPTH: 3.96 meters
 BY2514
 BY2514  HISTORY     - Date     Condition        Report By
 BY2514  HISTORY     - 1979     MONUMENTED       NGS
 BY2514  HISTORY     - 19980919 GOOD             USPSQD
 BY2514
 BY2514                          STATION DESCRIPTION
 BY2514
 BY2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2514'11.6 MI SE FROM CUSHING.
 BY2514'8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM
 BY2514'ROAD 225 IN CUSHING, THENCE 3.3 MILES SOUTH ALONG A GRAVEL ROAD, AT
 BY2514'THE JUNCTION OF A FIELD ROAD LEADING WEST INTO A PASTURE AND CORRAL,
 BY2514'27.0 FT. SOUTH-SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 BY2514'27.5 FT. NORTH-NORTHWEST OF A WATER METER WHICH IS LEVEL WITH THE
 BY2514'GROUND, 30.0 FT. SOUTHEAST OF THE CENTER OF A METAL GATE, 11.5 FT.
 BY2514'WEST-SOUTHWEST OF THE CENTERLINE OF THE FIELD ROAD, 12.4 FT. NORTHWEST
 BY2514'OF A RAILROAD TIE CORNER FENCE POST, 1.0 FT. EAST-NORTHEAST OF A
 BY2514'FENCE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2514'A 4-INCH PLASTIC SCREW PLUG.
 BY2514'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 BY2514
 BY2514                          STATION RECOVERY (1998)
 BY2514
 BY2514'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0083 ***********************************************************************
 AE0083  DESIGNATION -  D 129
 AE0083  PID         -  AE0083
 AE0083  STATE/COUNTY-  TX/JIM HOGG
 AE0083  USGS QUAD   -  SANTA ELENA (1993)
 AE0083
 AE0083                         *CURRENT SURVEY CONTROL
 AE0083  ___________________________________________________________________
 AE0083* NAD 83(1986)-  26 49 29.     (N)    098 29 26.     (W)     SCALED    
 AE0083* NAVD 88     -        99.106  (meters)     325.15   (feet)  ADJUSTED  
 AE0083  ___________________________________________________________________
 AE0083  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AE0083  DYNAMIC HT  -          98.945 (meters)     324.62  (feet)  COMP
 AE0083  MODELED GRAV-     979,020.6   (mgal)                       NAVD 88
 AE0083
 AE0083  VERT ORDER  -  SECOND    CLASS 0
 AE0083
 AE0083.The horizontal coordinates were scaled from a topographic map and have
 AE0083.an estimated accuracy of +/- 6 seconds.
 AE0083
 AE0083.The orthometric height was determined by differential leveling
 AE0083.and adjusted by the National Geodetic Survey in June 1991..
 AE0083
 AE0083.The geoid height was determined by GEOID03.
 AE0083
 AE0083.The dynamic height is computed by dividing the NAVD 88
 AE0083.geopotential number by the normal gravity value computed on the
 AE0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0083.degrees latitude (g = 980.6199 gals.).
 AE0083
 AE0083.The modeled gravity was interpolated from observed gravity values.
 AE0083
 AE0083;                    North         East    Units  Estimated Accuracy
 AE0083;SPC TX S     - 5,128,300.      300,940.      MT  (+/- 180 meters Scaled)
 AE0083
 AE0083                          SUPERSEDED SURVEY CONTROL
 AE0083
 AE0083  NGVD 29 (??/??/92)   99.163  (m)          325.34   (f) ADJ UNCH    2 0
 AE0083
 AE0083.Superseded values are not recommended for survey control.
 AE0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0083.See file dsdata.txt to determine how the superseded data were derived.
 AE0083
 AE0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ506671(NAD 83)
 AE0083_MARKER: DB = BENCH MARK DISK
 AE0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0083_STAMPING: D-129 1933
 AE0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0083+STABILITY: SURFACE MOTION
 AE0083
 AE0083  HISTORY     - Date     Condition        Report By
 AE0083  HISTORY     - 1931     MONUMENTED       CGS
 AE0083  HISTORY     - 1934     GOOD             NGS
 AE0083
 AE0083                          STATION DESCRIPTION
 AE0083
 AE0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AE0083'39.0 MI SE FROM HEBBRONVILLE.
 AE0083'ALONG ALTA VISTA - SANTA ELENA MAIL ROAD 5.6 MILES NORTH OF SANTA
 AE0083'ELENA AT THE PARTICION RANCHO, 110 FEET SOUTHWEST OF WINDMILL, 450
 AE0083'FEET WEST OF MAIN ADOBE RANCH HOUSE, 23 FEET EAST OF 24 INCH MESQUITE
 AE0083'TREE, 3 FEET EAST OF NORTHSOUTH FENCE AND 12 FEET NORTH OF GATE ACROSS
 AE0083'ROAD.
 AE0083
 AE0083                          STATION RECOVERY (1934)
 AE0083
 AE0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AE0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2488 ***********************************************************************
 BY2488  DESIGNATION -  D 1290
 BY2488  PID         -  BY2488
 BY2488  STATE/COUNTY-  TX/CHEROKEE
 BY2488  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY2488
 BY2488                         *CURRENT SURVEY CONTROL
 BY2488  ___________________________________________________________________
 BY2488* NAD 83(1986)-  31 54 09.     (N)    095 11 01.     (W)     SCALED    
 BY2488* NAVD 88     -       111.595  (meters)     366.12   (feet)  ADJUSTED  
 BY2488  ___________________________________________________________________
 BY2488  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY2488  DYNAMIC HT  -         111.461 (meters)     365.69  (feet)  COMP
 BY2488  MODELED GRAV-     979,433.0   (mgal)                       NAVD 88
 BY2488
 BY2488  VERT ORDER  -  FIRST     CLASS II
 BY2488
 BY2488.The horizontal coordinates were scaled from a topographic map and have
 BY2488.an estimated accuracy of +/- 6 seconds.
 BY2488
 BY2488.The orthometric height was determined by differential leveling
 BY2488.and adjusted by the National Geodetic Survey in June 1991..
 BY2488
 BY2488.The geoid height was determined by GEOID03.
 BY2488
 BY2488.The dynamic height is computed by dividing the NAVD 88
 BY2488.geopotential number by the normal gravity value computed on the
 BY2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2488.degrees latitude (g = 980.6199 gals.).
 BY2488
 BY2488.The modeled gravity was interpolated from observed gravity values.
 BY2488
 BY2488;                    North         East    Units  Estimated Accuracy
 BY2488;SPC TX C     - 3,259,140.    1,186,960.      MT  (+/- 180 meters Scaled)
 BY2488
 BY2488                          SUPERSEDED SURVEY CONTROL
 BY2488
 BY2488.No superseded survey control is available for this station.
 BY2488
 BY2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR935317(NAD 83)
 BY2488_MARKER: DB = BENCH MARK DISK
 BY2488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2488_SP_SET: STAINLESS STEEL ROD
 BY2488_STAMPING: D 1290 1980
 BY2488_PROJECTION: FLUSH
 BY2488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2488+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY2488_ROD/PIPE-DEPTH: 4.57 meters
 BY2488
 BY2488  HISTORY     - Date     Condition        Report By
 BY2488  HISTORY     - 1980     MONUMENTED       NGS
 BY2488  HISTORY     - 19910420 GOOD             USPSQD
 BY2488  HISTORY     - 19960420 GOOD             USPSQD
 BY2488  HISTORY     - 20040605 GOOD             USPSQD
 BY2488  HISTORY     - 20050710 GOOD             USPSQD
 BY2488
 BY2488                          STATION DESCRIPTION
 BY2488
 BY2488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2488'2.4 MI NW FROM GALLATIN.
 BY2488'2.4 MILES NORTHWEST ALONG FARM ROAD 22 FROM THE POST OFFICE IN
 BY2488'GALLATIN, ACROSS THE ROAD FROM THE DELANEY RESIDENCE, 39.0 FT. NORTH
 BY2488'OF THE CENTERLINE OF THE ROAD, 26.0 FT. WEST OF A GUY WIRE, 2.5 FT.
 BY2488'NORTH OF A POWERLINE POLE WITH TRANSFORMER AND GUY WIRE, 2.5 FT. EAST
 BY2488'OF A GATEPOST, 1.0 FT. SOUTH OF A FENCE.  DISK IS 3 INCHES BELOW
 BY2488'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2488'THE MARK IS 1.2 FT  SW FROM A WITNESS POST.
 BY2488'THE MARK IS 1 FT BELOW THE ROAD.
 BY2488
 BY2488                          STATION RECOVERY (1991)
 BY2488
 BY2488'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY2488'RECOVERED IN GOOD CONDITION.
 BY2488
 BY2488                          STATION RECOVERY (1996)
 BY2488
 BY2488'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2488'RECOVERED IN GOOD CONDITION.
 BY2488
 BY2488                          STATION RECOVERY (2004)
 BY2488
 BY2488'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY2488'RECOVERED IN GOOD CONDITION.
 BY2488
 BY2488                          STATION RECOVERY (2005)
 BY2488
 BY2488'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY2488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2484 ***********************************************************************
 BY2484  DESIGNATION -  D 1291
 BY2484  PID         -  BY2484
 BY2484  STATE/COUNTY-  TX/CHEROKEE
 BY2484  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2484
 BY2484                         *CURRENT SURVEY CONTROL
 BY2484  ___________________________________________________________________
 BY2484* NAD 83(1986)-  31 57 35.     (N)    095 16 11.     (W)     SCALED    
 BY2484* NAVD 88     -       155.666  (meters)     510.71   (feet)  ADJUSTED  
 BY2484  ___________________________________________________________________
 BY2484  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2484  DYNAMIC HT  -         155.478 (meters)     510.10  (feet)  COMP
 BY2484  MODELED GRAV-     979,429.9   (mgal)                       NAVD 88
 BY2484  OBS GRAVITY -     979,435.0   (mgal)                       GRAV_OBS
 BY2484
 BY2484  VERT ORDER  -  FIRST     CLASS II
 BY2484
 BY2484.The horizontal coordinates were scaled from a topographic map and have
 BY2484.an estimated accuracy of +/- 6 seconds.
 BY2484
 BY2484.The orthometric height was determined by differential leveling
 BY2484.and adjusted by the National Geodetic Survey in June 1991..
 BY2484
 BY2484.The geoid height was determined by GEOID03.
 BY2484
 BY2484.The dynamic height is computed by dividing the NAVD 88
 BY2484.geopotential number by the normal gravity value computed on the
 BY2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2484.degrees latitude (g = 980.6199 gals.).
 BY2484
 BY2484.The modeled gravity was interpolated from observed gravity values.
 BY2484.The observed gravity was obtained from relative gravimeter ties
 BY2484.to the IGSN71 gravity network.
 BY2484
 BY2484;                    North         East    Units  Estimated Accuracy
 BY2484;SPC TX C     - 3,265,100.    1,178,530.      MT  (+/- 180 meters Scaled)
 BY2484
 BY2484                          SUPERSEDED SURVEY CONTROL
 BY2484
 BY2484.No superseded survey control is available for this station.
 BY2484
 BY2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR854382(NAD 83)
 BY2484_MARKER: I = METAL ROD
 BY2484_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2484_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2484_STAMPING: D 1291 1980
 BY2484_PROJECTION: FLUSH
 BY2484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2484+STABILITY: POSITION/ELEVATION WELL
 BY2484_ROD/PIPE-DEPTH: 8.23 meters
 BY2484_SLEEVE-DEPTH  : 7.32 meters
 BY2484
 BY2484  HISTORY     - Date     Condition        Report By
 BY2484  HISTORY     - 1980     MONUMENTED       NGS
 BY2484  HISTORY     - 1990     POOR             USPSQD
 BY2484  HISTORY     - 19910420 POOR             USPSQD
 BY2484  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2484  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY2484
 BY2484                          STATION DESCRIPTION
 BY2484
 BY2484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2484'IN JACKSONVILLE.
 BY2484'IN JACKSONVILLE, AT THE NAN TRAVIS MEMORIAL HOSPITAL ON SOUTH RAGSDALE
 BY2484'STREET, 51.6 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOSPITAL,
 BY2484'45.5 FT. SOUTHWEST OF THE SOUTHWEST CURB OF THE STREET, 31.0 FT.
 BY2484'NORTHEAST OF THE EXTENDED CENTER OF THE EASTERNMOST DOORS OF THE MAIN
 BY2484'HOSPITAL ENTRANCE, 7.2 FT. SOUTHEAST OF THE SOUTHEAST CURB OF A
 BY2484'DRIVEWAY LEADING TO THE MAIN ENTRANCE, 4.6 FT. SOUTHEAST OF FLAGPOLE.
 BY2484'DATUM POINT IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BY2484'5-INCH LOGO CAP.
 BY2484'THE MARK IS 1 FT ABOVE THE STREET.
 BY2484
 BY2484                          STATION RECOVERY (1990)
 BY2484
 BY2484'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2484'MARK RECOVERED IN POOR CONDITION.
 BY2484
 BY2484                          STATION RECOVERY (1991)
 BY2484
 BY2484'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY2484'MARK RECOVERED IN POOR CONDITION.
 BY2484
 BY2484                          STATION RECOVERY (1996)
 BY2484
 BY2484'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2484'MARK NOT FOUND.
 BY2484
 BY2484                          STATION RECOVERY (2004)
 BY2484
 BY2484'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2555 ***********************************************************************
 BY2555  DESIGNATION -  D 1294
 BY2555  PID         -  BY2555
 BY2555  STATE/COUNTY-  TX/LEON
 BY2555  USGS QUAD   -  KEECHI (1964)
 BY2555
 BY2555                         *CURRENT SURVEY CONTROL
 BY2555  ___________________________________________________________________
 BY2555* NAD 83(1986)-  31 31 39.     (N)    095 57 37.     (W)     SCALED    
 BY2555* NAVD 88     -        97.119  (meters)     318.63   (feet)  ADJUSTED  
 BY2555  ___________________________________________________________________
 BY2555  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BY2555  DYNAMIC HT  -          97.000 (meters)     318.24  (feet)  COMP
 BY2555  MODELED GRAV-     979,409.3   (mgal)                       NAVD 88
 BY2555
 BY2555  VERT ORDER  -  FIRST     CLASS II
 BY2555
 BY2555.The horizontal coordinates were scaled from a topographic map and have
 BY2555.an estimated accuracy of +/- 6 seconds.
 BY2555
 BY2555.The orthometric height was determined by differential leveling
 BY2555.and adjusted by the National Geodetic Survey in June 1991..
 BY2555
 BY2555.The geoid height was determined by GEOID03.
 BY2555
 BY2555.The dynamic height is computed by dividing the NAVD 88
 BY2555.geopotential number by the normal gravity value computed on the
 BY2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2555.degrees latitude (g = 980.6199 gals.).
 BY2555
 BY2555.The modeled gravity was interpolated from observed gravity values.
 BY2555
 BY2555;                    North         East    Units  Estimated Accuracy
 BY2555;SPC TX C     - 3,214,450.    1,115,190.      MT  (+/- 180 meters Scaled)
 BY2555
 BY2555                          SUPERSEDED SURVEY CONTROL
 BY2555
 BY2555.No superseded survey control is available for this station.
 BY2555
 BY2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ189918(NAD 83)
 BY2555_MARKER: DB = BENCH MARK DISK
 BY2555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2555_SP_SET: STAINLESS STEEL ROD
 BY2555_STAMPING: D 1294 1980
 BY2555_PROJECTION: FLUSH
 BY2555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2555_ROD/PIPE-DEPTH: 3.0  meters
 BY2555
 BY2555  HISTORY     - Date     Condition        Report By
 BY2555  HISTORY     - 1980     MONUMENTED       NGS
 BY2555  HISTORY     - 1990     GOOD             USPSQD
 BY2555
 BY2555                          STATION DESCRIPTION
 BY2555
 BY2555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2555'13.45 KM SW FROM OAKWOOD.
 BY2555'13.2 KM. (8.2 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD
 BY2555'STATE BANK IN OAKWOOD, THENCE 0.25 KM. (0.15 MI.) SOUTHEAST ALONG FARM
 BY2555'ROAD 832, AT THE TOM VARNER RESIDENCE, 80.8 M. (265 FT.) NORTH OF THE
 BY2555'EAST END OF A 1.2-M. STEEL CULVERT, 67.7 M. (222 FT.) SOUTH OF A 2-M.
 BY2555'STEEL CULVERT, 31.4 M. (103 FT.) SOUTHEAST OF A POWERLINE POLE,
 BY2555'16.8 M. (55.0 FT.) SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE, 13.1 M.
 BY2555'(43.0 FT.) EAST OF THE CENTERLINE OF THE ROAD, 1.2 M. (4.0 FT.) SOUTH
 BY2555'OF A CORNER FENCE POST, 0.3 M. (1.0 FT.) WEST OF A FENCE.  DISK IS
 BY2555'8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC
 BY2555'SCREW PLUG.
 BY2555'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BY2555'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BY2555
 BY2555                          STATION RECOVERY (1990)
 BY2555
 BY2555'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1155 ***********************************************************************
 BZ1155  DESIGNATION -  D 1295
 BZ1155  PID         -  BZ1155
 BZ1155  STATE/COUNTY-  TX/LIMESTONE
 BZ1155  USGS QUAD   -  TEHUACANA (1978)
 BZ1155
 BZ1155                         *CURRENT SURVEY CONTROL
 BZ1155  ___________________________________________________________________
 BZ1155* NAD 83(1986)-  31 43 29.     (N)    096 32 39.     (W)     SCALED    
 BZ1155* NAVD 88     -       179.401  (meters)     588.58   (feet)  ADJUSTED  
 BZ1155  ___________________________________________________________________
 BZ1155  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ1155  DYNAMIC HT  -         179.186 (meters)     587.88  (feet)  COMP
 BZ1155  MODELED GRAV-     979,436.4   (mgal)                       NAVD 88
 BZ1155
 BZ1155  VERT ORDER  -  FIRST     CLASS II
 BZ1155
 BZ1155.The horizontal coordinates were scaled from a topographic map and have
 BZ1155.an estimated accuracy of +/- 6 seconds.
 BZ1155
 BZ1155.The orthometric height was determined by differential leveling
 BZ1155.and adjusted by the National Geodetic Survey in June 1991..
 BZ1155
 BZ1155.The geoid height was determined by GEOID03.
 BZ1155
 BZ1155.The dynamic height is computed by dividing the NAVD 88
 BZ1155.geopotential number by the normal gravity value computed on the
 BZ1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1155.degrees latitude (g = 980.6199 gals.).
 BZ1155
 BZ1155.The modeled gravity was interpolated from observed gravity values.
 BZ1155
 BZ1155;                    North         East    Units  Estimated Accuracy
 BZ1155;SPC TX C     - 3,234,270.    1,059,030.      MT  (+/- 180 meters Scaled)
 BZ1155
 BZ1155                          SUPERSEDED SURVEY CONTROL
 BZ1155
 BZ1155.No superseded survey control is available for this station.
 BZ1155
 BZ1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA326125(NAD 83)
 BZ1155_MARKER: I = METAL ROD
 BZ1155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1155_SP_SET: STAINLESS STEEL ROD
 BZ1155_STAMPING: D 1295 1980
 BZ1155_PROJECTION: FLUSH
 BZ1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1155_ROD/PIPE-DEPTH: 4.26 meters
 BZ1155
 BZ1155  HISTORY     - Date     Condition        Report By
 BZ1155  HISTORY     - 1980     MONUMENTED       NGS
 BZ1155  HISTORY     - 20020824 POOR             USPSQD
 BZ1155
 BZ1155                          STATION DESCRIPTION
 BZ1155
 BZ1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1155'7.1 KM NW FROM MEXIA.
 BZ1155'7.1 KM. (4.4 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1155'OF STATE HIGHWAY 14 IN MEXIA, AT THE INTERSECTION OF OLD STATE HIGHWAY
 BZ1155'171, 30.5 M. (100 FT.) WEST-SOUTHWEST OF THE CENTERLINE OF STATE
 BZ1155'HIGHWAY 171, 18.3 KM. (60.0 FT.) EAST OF THE CENTERLINE OF OLD STATE
 BZ1155'HIGHWAY 171, 6.4 M. (21.0 FT.) NORTH-NORTHEAST OF A TELEPHONE POLE,
 BZ1155'3.7 M. (12.0 FT.) EAST OF A RIGHT-OF-WAY MARKER, 1.1 M. (3.5 FT.)
 BZ1155'SOUTHWEST OF A METAL TELEPHONE CABLE WARNING SIGN, 0.9 M. (3.0 FT.)
 BZ1155'NORTHWEST OF A POWERLINE POLE.  DATUM POINT IS 3 CM. BELOW GROUND,
 BZ1155'ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1155'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 BZ1155'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 171.
 BZ1155
 BZ1155                          STATION RECOVERY (2002)
 BZ1155
 BZ1155'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ1155'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1884 ***********************************************************************
 BL1884  DESIGNATION -  D 1296
 BL1884  PID         -  BL1884
 BL1884  STATE/COUNTY-  TX/TRINITY
 BL1884  USGS QUAD   -  TRINITY WEST (1972)
 BL1884
 BL1884                         *CURRENT SURVEY CONTROL
 BL1884  ___________________________________________________________________
 BL1884* NAD 83(1986)-  30 54 29.     (N)    095 22 35.     (W)     SCALED    
 BL1884* NAVD 88     -        58.353  (meters)     191.45   (feet)  ADJUSTED  
 BL1884  ___________________________________________________________________
 BL1884  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL1884  DYNAMIC HT  -          58.278 (meters)     191.20  (feet)  COMP
 BL1884  MODELED GRAV-     979,359.7   (mgal)                       NAVD 88
 BL1884
 BL1884  VERT ORDER  -  FIRST     CLASS II
 BL1884
 BL1884.The horizontal coordinates were scaled from a topographic map and have
 BL1884.an estimated accuracy of +/- 6 seconds.
 BL1884
 BL1884.The orthometric height was determined by differential leveling
 BL1884.and adjusted by the National Geodetic Survey in June 1991..
 BL1884
 BL1884.The geoid height was determined by GEOID03.
 BL1884
 BL1884.The dynamic height is computed by dividing the NAVD 88
 BL1884.geopotential number by the normal gravity value computed on the
 BL1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1884.degrees latitude (g = 980.6199 gals.).
 BL1884
 BL1884.The modeled gravity was interpolated from observed gravity values.
 BL1884
 BL1884;                    North         East    Units  Estimated Accuracy
 BL1884;SPC TX C     - 3,148,170.    1,173,650.      MT  (+/- 180 meters Scaled)
 BL1884
 BL1884                          SUPERSEDED SURVEY CONTROL
 BL1884
 BL1884.No superseded survey control is available for this station.
 BL1884
 BL1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ728218(NAD 83)
 BL1884_MARKER: DB = BENCH MARK DISK
 BL1884_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1884_SP_SET: STAINLESS STEEL ROD
 BL1884_STAMPING: D 1296 1980
 BL1884_PROJECTION: FLUSH
 BL1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1884_ROD/PIPE-DEPTH: 5.8  meters
 BL1884
 BL1884  HISTORY     - Date     Condition        Report By
 BL1884  HISTORY     - 1980     MONUMENTED       NGS
 BL1884  HISTORY     - 19960601 GOOD             USPSQD
 BL1884  HISTORY     - 20060406 GOOD             USPSQD
 BL1884
 BL1884                          STATION DESCRIPTION
 BL1884
 BL1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BL1884'7.4 KM NORTH FROM RIVERSIDE.
 BL1884'7.4 KM. (4.6 MI.) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BL1884'FARM ROAD 980 IN RIVERSIDE, ALSO 4.4 KM. (2.75 MI.) SOUTH ALONG STATE
 BL1884'HIGHWAY 19 FROM THE JUNCTION OF STATE HIGHWAY 94 IN TRINITY, AT THE
 BL1884'SOUTHEAST CORNER OF AN ABANDONED POOL HALL BUILDING, 12.7 M.
 BL1884'(41.7 FT.) SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING, 27.4 M.
 BL1884'(90.0 FT.) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.3 M. (1.0 FT.)
 BL1884'NORTH OF AN EAST-WEST FENCE, 9.1 M. (30.0 FT.) WEST OF A CORNER FENCE
 BL1884'POST, 52.4 M. (172 FT.) NORTH OF THE CENTER OF A FIELD ROAD LEADING
 BL1884'WEST.  DISK IS 12 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BL1884'10-CM. PLASTIC SCREW PLUG.
 BL1884'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BL1884'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BL1884
 BL1884                          STATION RECOVERY (1996)
 BL1884
 BL1884'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1884'RECOVERED IN GOOD CONDITION.
 BL1884
 BL1884                          STATION RECOVERY (2006)
 BL1884
 BL1884'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BL1884'REMOVE FEFERENCE TO POOL HALL BUILDING.  WITNESS POST AND MARK ARE IN
 BL1884'THE WEST PROPERTY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2459 ***********************************************************************
 BY2459  DESIGNATION -  D 1297
 BY2459  PID         -  BY2459
 BY2459  STATE/COUNTY-  TX/ANDERSON
 BY2459  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2459
 BY2459                         *CURRENT SURVEY CONTROL
 BY2459  ___________________________________________________________________
 BY2459* NAD 83(1986)-  31 39 53.     (N)    095 38 49.     (W)     SCALED    
 BY2459* NAVD 88     -       103.063  (meters)     338.13   (feet)  ADJUSTED  
 BY2459  ___________________________________________________________________
 BY2459  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BY2459  DYNAMIC HT  -         102.937 (meters)     337.72  (feet)  COMP
 BY2459  MODELED GRAV-     979,418.0   (mgal)                       NAVD 88
 BY2459
 BY2459  VERT ORDER  -  FIRST     CLASS II
 BY2459
 BY2459.The horizontal coordinates were scaled from a topographic map and have
 BY2459.an estimated accuracy of +/- 6 seconds.
 BY2459
 BY2459.The orthometric height was determined by differential leveling
 BY2459.and adjusted by the National Geodetic Survey in June 1991..
 BY2459
 BY2459.The geoid height was determined by GEOID03.
 BY2459
 BY2459.The dynamic height is computed by dividing the NAVD 88
 BY2459.geopotential number by the normal gravity value computed on the
 BY2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2459.degrees latitude (g = 980.6199 gals.).
 BY2459
 BY2459.The modeled gravity was interpolated from observed gravity values.
 BY2459
 BY2459;                    North         East    Units  Estimated Accuracy
 BY2459;SPC TX C     - 3,230,860.    1,144,280.      MT  (+/- 180 meters Scaled)
 BY2459
 BY2459                          SUPERSEDED SURVEY CONTROL
 BY2459
 BY2459.No superseded survey control is available for this station.
 BY2459
 BY2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR490063(NAD 83)
 BY2459_MARKER: DB = BENCH MARK DISK
 BY2459_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2459_SP_SET: STAINLESS STEEL ROD
 BY2459_STAMPING: D 1297 1980
 BY2459_PROJECTION: FLUSH
 BY2459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2459_ROD/PIPE-DEPTH: 2.4  meters
 BY2459
 BY2459  HISTORY     - Date     Condition        Report By
 BY2459  HISTORY     - 1980     MONUMENTED       NGS
 BY2459  HISTORY     - 1990     GOOD             USPSQD
 BY2459
 BY2459                          STATION DESCRIPTION
 BY2459
 BY2459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2459'7.9 KM SOUTH FROM PALESTINE.
 BY2459'7.9 KM. (4.9 MI.) SOUTH ALONG FARM ROAD 322 FROM THE JUNCTION OF SOUTH
 BY2459'LOOP 256 IN PALESTINE, AT THE JUNCTION OF A DIRT ROAD, 37.8 M.
 BY2459'(124 FT.) WEST OF THE CENTERLINE OF THE FARM ROAD, 12.3 M. (40.5 FT.)
 BY2459'WEST OF A LIGHT POLE, 8.5 M. (28.0 FT.) SOUTH OF THE CENTERLINE OF THE
 BY2459'DIRT ROAD, 2.6 M. (8.6 FT.) EAST OF A POWERLINE POLE WITH A
 BY2459'TRANSFORMER, 0.3 M. (1.0 FT.) NORTH OF A FENCE.  DISK IS 10 CM. BELOW
 BY2459'GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2459'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BY2459'THE MARK IS 0.3 M ABOVE THE DIRT ROAD.
 BY2459
 BY2459                          STATION RECOVERY (1990)
 BY2459
 BY2459'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0829 ***********************************************************************
 AB0829  DESIGNATION -  D 13
 AB0829  PID         -  AB0829
 AB0829  STATE/COUNTY-  TX/CAMERON
 AB0829  USGS QUAD   -  HARLINGEN (1983)
 AB0829
 AB0829                         *CURRENT SURVEY CONTROL
 AB0829  ___________________________________________________________________
 AB0829* NAD 83(1986)-  26 07 31.     (N)    097 43 45.     (W)     SCALED    
 AB0829* NAVD 88     -        15.333  (meters)      50.30   (feet)  ADJUSTED  
 AB0829  ___________________________________________________________________
 AB0829  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0829  DYNAMIC HT  -          15.308 (meters)      50.22  (feet)  COMP
 AB0829  MODELED GRAV-     979,026.1   (mgal)                       NAVD 88
 AB0829
 AB0829  VERT ORDER  -  SECOND    CLASS 0
 AB0829
 AB0829.The horizontal coordinates were scaled from a topographic map and have
 AB0829.an estimated accuracy of +/- 6 seconds.
 AB0829
 AB0829.The orthometric height was determined by differential leveling
 AB0829.and adjusted by the National Geodetic Survey in June 1991..
 AB0829
 AB0829.The geoid height was determined by GEOID03.
 AB0829
 AB0829.The dynamic height is computed by dividing the NAVD 88
 AB0829.geopotential number by the normal gravity value computed on the
 AB0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0829.degrees latitude (g = 980.6199 gals.).
 AB0829
 AB0829.The modeled gravity was interpolated from observed gravity values.
 AB0829
 AB0829;                    North         East    Units  Estimated Accuracy
 AB0829;SPC TX S     - 5,051,050.      377,090.      MT  (+/- 180 meters Scaled)
 AB0829
 AB0829                          SUPERSEDED SURVEY CONTROL
 AB0829
 AB0829  NGVD 29 (??/??/92)   15.441  (m)           50.66   (f) ADJ UNCH    2 0
 AB0829
 AB0829.Superseded values are not recommended for survey control.
 AB0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0829.See file dsdata.txt to determine how the superseded data were derived.
 AB0829
 AB0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP270901(NAD 83)
 AB0829_MARKER: DD = SURVEY DISK
 AB0829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0829_SP_SET: CULVERT
 AB0829_STAMPING: D 13 51.51
 AB0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0829
 AB0829  HISTORY     - Date     Condition        Report By
 AB0829  HISTORY     - UNK      MONUMENTED
 AB0829  HISTORY     - 1942     GOOD             NGS
 AB0829  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0829
 AB0829                          STATION DESCRIPTION
 AB0829
 AB0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0829'2.0 MI N FROM RANGERVILLE.
 AB0829'2.0 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0829'RANGERVILLE, CAMERON COUNTY, 115 FEET SOUTH ACROSS THE ROAD FROM REA
 AB0829'CO-OP POLE NO. 15-155, AT A CONCRETE-BOX CULVERT UNDER THE ROAD, IN
 AB0829'THE CENTER OF THE TOP OF THE EAST HEADWALL, 16 FEET EAST OF THE
 AB0829'CENTERLINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A
 AB0829'CAMERON COUNTY STANDARD DISK, STAMPED D 13 51.51.
 AB0829
 AB0829                          STATION RECOVERY (1987)
 AB0829
 AB0829'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2277 ***********************************************************************
 CS2277  DESIGNATION -  D 130
 CS2277  PID         -  CS2277
 CS2277  STATE/COUNTY-  TX/PARKER
 CS2277  USGS QUAD   -  ANNETA (1979)
 CS2277
 CS2277                         *CURRENT SURVEY CONTROL
 CS2277  ___________________________________________________________________
 CS2277* NAD 83(1986)-  32 42 52.     (N)    097 40 08.     (W)     SCALED    
 CS2277* NAVD 88     -       254.743  (meters)     835.77   (feet)  ADJUSTED  
 CS2277  ___________________________________________________________________
 CS2277  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 CS2277  DYNAMIC HT  -         254.436 (meters)     834.76  (feet)  COMP
 CS2277  MODELED GRAV-     979,426.7   (mgal)                       NAVD 88
 CS2277
 CS2277  VERT ORDER  -  FIRST     CLASS II
 CS2277
 CS2277.The horizontal coordinates were scaled from a topographic map and have
 CS2277.an estimated accuracy of +/- 6 seconds.
 CS2277
 CS2277.The orthometric height was determined by differential leveling
 CS2277.and adjusted by the National Geodetic Survey in June 1991..
 CS2277
 CS2277.The geoid height was determined by GEOID03.
 CS2277
 CS2277.The dynamic height is computed by dividing the NAVD 88
 CS2277.geopotential number by the normal gravity value computed on the
 CS2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2277.degrees latitude (g = 980.6199 gals.).
 CS2277
 CS2277.The modeled gravity was interpolated from observed gravity values.
 CS2277
 CS2277;                    North         East    Units  Estimated Accuracy
 CS2277;SPC TXNC     - 2,116,500.      677,910.      MT  (+/- 180 meters Scaled)
 CS2277
 CS2277                          SUPERSEDED SURVEY CONTROL
 CS2277
 CS2277  NGVD 29 (??/??/92)  254.680  (m)          835.56   (f) ADJ UNCH    1 2
 CS2277
 CS2277.Superseded values are not recommended for survey control.
 CS2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2277.See file dsdata.txt to determine how the superseded data were derived.
 CS2277
 CS2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB247204(NAD 83)
 CS2277_MARKER: DB = BENCH MARK DISK
 CS2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2277_STAMPING: D 130 1951
 CS2277_MARK LOGO: CGS   
 CS2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2277+STABILITY: SURFACE MOTION
 CS2277
 CS2277  HISTORY     - Date     Condition        Report By
 CS2277  HISTORY     - 1951     MONUMENTED       CGS
 CS2277  HISTORY     - 1983     GOOD             NGS
 CS2277  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2277
 CS2277                          STATION DESCRIPTION
 CS2277
 CS2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS2277'0.5 MI E FROM ANNETA.
 CS2277'0.5 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE ROAD
 CS2277'CROSSING AT ANNETA, 99 FEET SOUTHWEST OF SEMAPHORE 2683, 69 FEET SOUTH
 CS2277'OF THE SOUTH RAIL, 31 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTH
 CS2277'OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 CS2277'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CS2277
 CS2277                          STATION RECOVERY (1983)
 CS2277
 CS2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2277'RECOVERED IN GOOD CONDITION.
 CS2277
 CS2277                          STATION RECOVERY (1997)
 CS2277
 CS2277'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2358 ***********************************************************************
 CS2358  DESIGNATION -  D 1300
 CS2358  PID         -  CS2358
 CS2358  STATE/COUNTY-  TX/HILL
 CS2358  USGS QUAD   -  HILLSBORO WEST (1976)
 CS2358
 CS2358                         *CURRENT SURVEY CONTROL
 CS2358  ___________________________________________________________________
 CS2358* NAD 83(1986)-  32 00 31.     (N)    097 07 37.     (W)     SCALED    
 CS2358* NAVD 88     -       190.388  (meters)     624.63   (feet)  ADJUSTED  
 CS2358  ___________________________________________________________________
 CS2358  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CS2358  DYNAMIC HT  -         190.154 (meters)     623.86  (feet)  COMP
 CS2358  MODELED GRAV-     979,406.7   (mgal)                       NAVD 88
 CS2358
 CS2358  VERT ORDER  -  FIRST     CLASS II
 CS2358
 CS2358.The horizontal coordinates were scaled from a topographic map and have
 CS2358.an estimated accuracy of +/- 6 seconds.
 CS2358
 CS2358.The orthometric height was determined by differential leveling
 CS2358.and adjusted by the National Geodetic Survey in June 1991..
 CS2358
 CS2358.The geoid height was determined by GEOID03.
 CS2358
 CS2358.The dynamic height is computed by dividing the NAVD 88
 CS2358.geopotential number by the normal gravity value computed on the
 CS2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2358.degrees latitude (g = 980.6199 gals.).
 CS2358
 CS2358.The modeled gravity was interpolated from observed gravity values.
 CS2358
 CS2358;                    North         East    Units  Estimated Accuracy
 CS2358;SPC TXNC     - 2,038,770.      729,730.      MT  (+/- 180 meters Scaled)
 CS2358
 CS2358                          SUPERSEDED SURVEY CONTROL
 CS2358
 CS2358.No superseded survey control is available for this station.
 CS2358
 CS2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA769429(NAD 83)
 CS2358_MARKER: I = METAL ROD
 CS2358_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS2358_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS2358_STAMPING: D 1300 1980
 CS2358_MARK LOGO: NGS   
 CS2358_PROJECTION: FLUSH
 CS2358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2358+STABILITY: POSITION/ELEVATION WELL
 CS2358_ROD/PIPE-DEPTH: 10.7 meters
 CS2358_SLEEVE-DEPTH  : 8.5 meters
 CS2358
 CS2358  HISTORY     - Date     Condition        Report By
 CS2358  HISTORY     - 1980     MONUMENTED       NGS
 CS2358  HISTORY     - 1983     GOOD             NGS
 CS2358  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CS2358  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 CS2358  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 CS2358
 CS2358                          STATION DESCRIPTION
 CS2358
 CS2358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CS2358'IN HILLSBORO.
 CS2358'IN HILLSBORO, AT THE NORTHEAST CORNER OF THE HILLSBORO HIGH SCHOOL ON
 CS2358'WALNUT STREET, 29.4 M. (96.5 FT.) WEST OF THE CENTER OF THE
 CS2358'EASTERNMOST ONE OF THREE DOORS AT THE MAIN ENTRANCE OF THE SCHOOL,
 CS2358'20.9 M. (68.5 FT.) SOUTH OF THE CENTERLINE OF WALNUT STREET, 5.6 M.
 CS2358'(18.4 FT.) NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL, 3.8 M.
 CS2358'(12.6 FT.) NORTH OF THE NORTH FACE OF THE SCHOOL, 3.3 M. (10.9 FT.)
 CS2358'WEST OF A FLAGPOLE.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO
 CS2358'WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 CS2358'THE MARK IS 0.3 M ABOVE WALNUT STREET.
 CS2358
 CS2358                          STATION RECOVERY (1983)
 CS2358
 CS2358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2358'RECOVERED IN GOOD CONDITION.
 CS2358
 CS2358                          STATION RECOVERY (1995)
 CS2358
 CS2358'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2358'MARK NOT FOUND.
 CS2358
 CS2358                          STATION RECOVERY (1995)
 CS2358
 CS2358'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2358'MARK NOT FOUND.
 CS2358
 CS2358                          STATION RECOVERY (2003)
 CS2358
 CS2358'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS2358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1056 ***********************************************************************
 BZ1056  DESIGNATION -  D 1301
 BZ1056  PID         -  BZ1056
 BZ1056  STATE/COUNTY-  TX/HILL
 BZ1056  USGS QUAD   -  ABBOTT (1979)
 BZ1056
 BZ1056                         *CURRENT SURVEY CONTROL
 BZ1056  ___________________________________________________________________
 BZ1056* NAD 83(1986)-  31 55 17.     (N)    097 06 01.     (W)     SCALED    
 BZ1056* NAVD 88     -       180.211  (meters)     591.24   (feet)  ADJUSTED  
 BZ1056  ___________________________________________________________________
 BZ1056  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BZ1056  DYNAMIC HT  -         179.988 (meters)     590.51  (feet)  COMP
 BZ1056  MODELED GRAV-     979,400.4   (mgal)                       NAVD 88
 BZ1056
 BZ1056  VERT ORDER  -  FIRST     CLASS II
 BZ1056
 BZ1056.The horizontal coordinates were scaled from a topographic map and have
 BZ1056.an estimated accuracy of +/- 6 seconds.
 BZ1056
 BZ1056.The orthometric height was determined by differential leveling
 BZ1056.and adjusted by the National Geodetic Survey in June 1991..
 BZ1056
 BZ1056.The geoid height was determined by GEOID03.
 BZ1056
 BZ1056.The dynamic height is computed by dividing the NAVD 88
 BZ1056.geopotential number by the normal gravity value computed on the
 BZ1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1056.degrees latitude (g = 980.6199 gals.).
 BZ1056
 BZ1056.The modeled gravity was interpolated from observed gravity values.
 BZ1056
 BZ1056;                    North         East    Units  Estimated Accuracy
 BZ1056;SPC TXNC     - 2,029,130.      732,380.      MT  (+/- 180 meters Scaled)
 BZ1056
 BZ1056                          SUPERSEDED SURVEY CONTROL
 BZ1056
 BZ1056.No superseded survey control is available for this station.
 BZ1056
 BZ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA796332(NAD 83)
 BZ1056_MARKER: I = METAL ROD
 BZ1056_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1056_SP_SET: STAINLESS STEEL ROD
 BZ1056_STAMPING: D 1301 1980
 BZ1056_PROJECTION: FLUSH
 BZ1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1056_ROD/PIPE-DEPTH: 4.8  meters
 BZ1056
 BZ1056  HISTORY     - Date     Condition        Report By
 BZ1056  HISTORY     - 1980     MONUMENTED       NGS
 BZ1056  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 BZ1056  HISTORY     - 19950715 GOOD             USPSQD
 BZ1056  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1056
 BZ1056                          STATION DESCRIPTION
 BZ1056
 BZ1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1056'10.8 KM SSE FROM HILLSBORO.
 BZ1056'2.2 KM. (1.4 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ1056'COURTHOUSE IN HILLSBORO TO THE JUNCTION OF A FRONTAGE ROAD WHICH
 BZ1056'PARALLELS INTERSTATE 35 ON THE WEST SIDE, THENCE 8.6 KM. (5.35 MI.)
 BZ1056'SOUTHEAST ALONG THE FRONTAGE ROAD , AT A METAL GATE AND A FARM ROAD
 BZ1056'LEADING WEST, 14.8 M. (48.4 FT.) WEST-SOUTHWEST OF THE CENTERLINE OF
 BZ1056'THE ROAD, 5.2 M. (17.0 FT.) WEST-SOUTHWEST OF THE WEST EDGE OF A
 BZ1056'CONCRETE DRAINAGE DITCH, 7.3 M. (24.0 FT.) NORTH OF THE CENTER OF THE
 BZ1056'METAL GATE, 1.1 M. (3.6 FT.) EAST-NORTHEAST OF A POWERLINE POLE,
 BZ1056'2.7 M. (8.9 FT.) NORTH-NORTHEAST OF A PIPE FENCE CORNER POST, 8.2 M.
 BZ1056'(27.0 FT.) NORTHWEST OF THE CENTER OF A 1.5-M. BY 0.6-M. BOX CULVERT.
 BZ1056'DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BZ1056'13-CM. LOGO CAP.
 BZ1056'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BZ1056'THE MARK IS 0.6 M ABOVE THE ROAD.
 BZ1056
 BZ1056                          STATION RECOVERY (1995)
 BZ1056
 BZ1056'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1056'MARK NOT FOUND.
 BZ1056
 BZ1056                          STATION RECOVERY (1995)
 BZ1056
 BZ1056'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1056'RECOVERED IN GOOD CONDITION.
 BZ1056
 BZ1056                          STATION RECOVERY (2003)
 BZ1056
 BZ1056'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1083 ***********************************************************************
 BZ1083  DESIGNATION -  D 1302
 BZ1083  PID         -  BZ1083
 BZ1083  STATE/COUNTY-  TX/MCLENNAN
 BZ1083  USGS QUAD   -  WACO EAST (1975)
 BZ1083
 BZ1083                         *CURRENT SURVEY CONTROL
 BZ1083  ___________________________________________________________________
 BZ1083* NAD 83(1986)-  31 35 43.     (N)    097 06 34.     (W)     SCALED    
 BZ1083* NAVD 88     -       134.493  (meters)     441.25   (feet)  ADJUSTED  
 BZ1083  ___________________________________________________________________
 BZ1083  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BZ1083  DYNAMIC HT  -         134.325 (meters)     440.70  (feet)  COMP
 BZ1083  MODELED GRAV-     979,390.8   (mgal)                       NAVD 88
 BZ1083
 BZ1083  VERT ORDER  -  FIRST     CLASS II
 BZ1083
 BZ1083.The horizontal coordinates were scaled from a topographic map and have
 BZ1083.an estimated accuracy of +/- 6 seconds.
 BZ1083
 BZ1083.The orthometric height was determined by differential leveling
 BZ1083.and adjusted by the National Geodetic Survey in June 1991..
 BZ1083
 BZ1083.The geoid height was determined by GEOID03.
 BZ1083
 BZ1083.The dynamic height is computed by dividing the NAVD 88
 BZ1083.geopotential number by the normal gravity value computed on the
 BZ1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1083.degrees latitude (g = 980.6199 gals.).
 BZ1083
 BZ1083.The modeled gravity was interpolated from observed gravity values.
 BZ1083
 BZ1083;                    North         East    Units  Estimated Accuracy
 BZ1083;SPC TX C     - 3,218,230.    1,005,900.      MT  (+/- 180 meters Scaled)
 BZ1083
 BZ1083                          SUPERSEDED SURVEY CONTROL
 BZ1083
 BZ1083.No superseded survey control is available for this station.
 BZ1083
 BZ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV793971(NAD 83)
 BZ1083_MARKER: DB = BENCH MARK DISK
 BZ1083_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1083_SP_SET: OVERPASS PIER
 BZ1083_STAMPING: D 1302 1980
 BZ1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1083+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1083
 BZ1083  HISTORY     - Date     Condition        Report By
 BZ1083  HISTORY     - 1980     MONUMENTED       NGS
 BZ1083  HISTORY     - 19910424 GOOD             USPSQD
 BZ1083  HISTORY     - 19950715 GOOD             USPSQD
 BZ1083  HISTORY     - 20010317 GOOD             USPSQD
 BZ1083  HISTORY     - 20031012 GOOD             USPSQD
 BZ1083  HISTORY     - 20050727 GOOD             USPSQD
 BZ1083
 BZ1083                          STATION DESCRIPTION
 BZ1083
 BZ1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1083'IN BELLMEAD.
 BZ1083'IN BELLMEAD, AT THE NORTHEAST EDGE OF THE WACO CITY LIMITS, AT THE
 BZ1083'JUNCTION OF INTERSTATE 35 AND LOGAN LANE (BEHRANS CIRCLE), ALSO
 BZ1083'9.4 KM. (5.85 MI.) SOUTH ALONG FRONTAGE ROADS OF I-35 FROM THE
 BZ1083'JUNCTION OF FARM ROAD 308 IN ELM MOTT, SET VERTICALLY IS THE WEST FACE
 BZ1083'OF THE I-35 SOUTH OVERPASS, 8.3 M. (27.2 FT.) NORTH OF THE CENTERLINE
 BZ1083'OF HOGAN LANE WESTBOUND, 29.3 M. (96.2 FT.) EAST OF THE CENTERLINE OF
 BZ1083'THE SOUTHBOUND FRONTAGE ROAD.  NOTE-THIS PIER IS 0.8-M. BY 9.7-M. TALL
 BZ1083'AND IS SET IN HARD LIMESTONE TO A DEPTH OF 9.7 M.
 BZ1083'THE MARK IS 1.2 M ABOVE THE GROUND.
 BZ1083
 BZ1083                          STATION RECOVERY (1991)
 BZ1083
 BZ1083'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1083'RECOVERED IN GOOD CONDITION.
 BZ1083
 BZ1083                          STATION RECOVERY (1995)
 BZ1083
 BZ1083'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1083'RECOVERED IN GOOD CONDITION.
 BZ1083
 BZ1083                          STATION RECOVERY (2001)
 BZ1083
 BZ1083'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ1083'RECOVERED IN GOOD CONDITION.
 BZ1083
 BZ1083                          STATION RECOVERY (2003)
 BZ1083
 BZ1083'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1083'RECOVERED IN GOOD CONDITION.
 BZ1083
 BZ1083                          STATION RECOVERY (2005)
 BZ1083
 BZ1083'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1185 ***********************************************************************
 BZ1185  DESIGNATION -  D 1303
 BZ1185  PID         -  BZ1185
 BZ1185  STATE/COUNTY-  TX/BELL
 BZ1185  USGS QUAD   -  TEMPLE (1993)
 BZ1185
 BZ1185                         *CURRENT SURVEY CONTROL
 BZ1185  ___________________________________________________________________
 BZ1185* NAD 83(1986)-  31 03 22.     (N)    097 19 56.     (W)     SCALED    
 BZ1185* NAVD 88     -       191.008  (meters)     626.67   (feet)  ADJUSTED  
 BZ1185  ___________________________________________________________________
 BZ1185  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BZ1185  DYNAMIC HT  -         190.756 (meters)     625.84  (feet)  COMP
 BZ1185  MODELED GRAV-     979,321.2   (mgal)                       NAVD 88
 BZ1185
 BZ1185  VERT ORDER  -  FIRST     CLASS II
 BZ1185
 BZ1185.The horizontal coordinates were scaled from a topographic map and have
 BZ1185.an estimated accuracy of +/- 6 seconds.
 BZ1185
 BZ1185.The orthometric height was determined by differential leveling
 BZ1185.and adjusted by the National Geodetic Survey in June 1991..
 BZ1185
 BZ1185.The geoid height was determined by GEOID03.
 BZ1185
 BZ1185.The dynamic height is computed by dividing the NAVD 88
 BZ1185.geopotential number by the normal gravity value computed on the
 BZ1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1185.degrees latitude (g = 980.6199 gals.).
 BZ1185
 BZ1185.The modeled gravity was interpolated from observed gravity values.
 BZ1185
 BZ1185;                    North         East    Units  Estimated Accuracy
 BZ1185;SPC TX C     - 3,157,890.      986,380.      MT  (+/- 180 meters Scaled)
 BZ1185
 BZ1185                          SUPERSEDED SURVEY CONTROL
 BZ1185
 BZ1185.No superseded survey control is available for this station.
 BZ1185
 BZ1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV591370(NAD 83)
 BZ1185_MARKER: I = METAL ROD
 BZ1185_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1185_SP_SET: STAINLESS STEEL ROD
 BZ1185_STAMPING: D 1303 1980
 BZ1185_MARK LOGO: NGS   
 BZ1185_PROJECTION: FLUSH
 BZ1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1185_ROD/PIPE-DEPTH: 4.3  meters
 BZ1185
 BZ1185  HISTORY     - Date     Condition        Report By
 BZ1185  HISTORY     - 1980     MONUMENTED       NGS
 BZ1185  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 BZ1185  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1185
 BZ1185                          STATION DESCRIPTION
 BZ1185
 BZ1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1185'5.6 KM (3.5 MI) SOUTH FROM TEMPLE.
 BZ1185'3.3 KM (2.05 MI) SOUTH ALONG STATE HIGHWAY SPUR 290 FROM THE JUNCTION
 BZ1185'OF STATE HIGHWAY 53 IN TEMPLE, THENCE 2.3 KM (1.45 MI) SOUTHEAST ALONG
 BZ1185'U.S. HIGHWAY 190, AT THE JUNCTION OF STATE HIGHWAY 95 SOUTH, AT CLIFFS
 BZ1185'BODY AND PAINT SHOP, 29.3 METERS (96.0 FT) WEST-NORTHWEST OF THE
 BZ1185'CENTER OF THE JUNCTION, 21.3 METERS (70.0 FT) SOUTHWEST OF THE
 BZ1185'CENTERLINE OF THE SOUTHBOUND LANES OF HIGHWAY 190, 9.5 METERS
 BZ1185'(31.0 FT) NORTH OF THE NORTH CORNER OF THE MAIN METAL BUILDING OF THE
 BZ1185'BODY SHOP, 4.3 METERS (14.0 FT) WEST-NORTHWEST OF THE NORTHERNMOST
 BZ1185'DIRT DRIVE LEADING TO THE SHOP, 9.8 METERS (32.0 FT) NORTHWEST OF A
 BZ1185'TELEPHONE POLE, 1.5 METERS (5.0 FT) SOUTHWEST OF A CHAIN LINK FENCE
 BZ1185'CORNER POLE, 0.3 METER (1.0 FT) SOUTHEAST OF A CHAIN LINK FENCE.
 BZ1185'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 BZ1185
 BZ1185                          STATION RECOVERY (2001)
 BZ1185
 BZ1185'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 BZ1185'MARK NOT FOUND.
 BZ1185
 BZ1185                          STATION RECOVERY (2003)
 BZ1185
 BZ1185'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1106 ***********************************************************************
 BZ1106  DESIGNATION -  D 1304
 BZ1106  PID         -  BZ1106
 BZ1106  STATE/COUNTY-  TX/MCLENNAN
 BZ1106  USGS QUAD   -  BRUCEVILLE (1993)
 BZ1106
 BZ1106                         *CURRENT SURVEY CONTROL
 BZ1106  ___________________________________________________________________
 BZ1106* NAD 83(1986)-  31 19 28.     (N)    097 13 51.     (W)     SCALED    
 BZ1106* NAVD 88     -       187.577  (meters)     615.41   (feet)  ADJUSTED  
 BZ1106  ___________________________________________________________________
 BZ1106  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1106  DYNAMIC HT  -         187.333 (meters)     614.61  (feet)  COMP
 BZ1106  MODELED GRAV-     979,339.3   (mgal)                       NAVD 88
 BZ1106
 BZ1106  VERT ORDER  -  FIRST     CLASS II
 BZ1106
 BZ1106.The horizontal coordinates were scaled from a topographic map and have
 BZ1106.an estimated accuracy of +/- 6 seconds.
 BZ1106
 BZ1106.The orthometric height was determined by differential leveling
 BZ1106.and adjusted by the National Geodetic Survey in June 1991..
 BZ1106
 BZ1106.The geoid height was determined by GEOID03.
 BZ1106
 BZ1106.The dynamic height is computed by dividing the NAVD 88
 BZ1106.geopotential number by the normal gravity value computed on the
 BZ1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1106.degrees latitude (g = 980.6199 gals.).
 BZ1106
 BZ1106.The modeled gravity was interpolated from observed gravity values.
 BZ1106
 BZ1106;                    North         East    Units  Estimated Accuracy
 BZ1106;SPC TX C     - 3,187,890.      995,230.      MT  (+/- 180 meters Scaled)
 BZ1106
 BZ1106                          SUPERSEDED SURVEY CONTROL
 BZ1106
 BZ1106.No superseded survey control is available for this station.
 BZ1106
 BZ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV683669(NAD 83)
 BZ1106_MARKER: I = METAL ROD
 BZ1106_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BZ1106+WITH SETTING: INFORMATION.
 BZ1106_SP_SET: SHALLOW SET METAL ROD
 BZ1106_STAMPING: D 1304 1980
 BZ1106_PROJECTION: RECESSED 5 CENTIMETERS
 BZ1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ1106_ROD/PIPE-DEPTH: 1.5  meters
 BZ1106
 BZ1106  HISTORY     - Date     Condition        Report By
 BZ1106  HISTORY     - 1980     MONUMENTED       NGS
 BZ1106  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 BZ1106  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1106  HISTORY     - 20010317 GOOD             USPSQD
 BZ1106  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ1106
 BZ1106                          STATION DESCRIPTION
 BZ1106
 BZ1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1106'0.65 KM NE FROM BRUCEVILLE.
 BZ1106'0.65 KM. (0.4 MI.) NORTHEAST ALONG THE WEST FRONTAGE ROAD OF
 BZ1106'INTERSTATE 35 FROM THE POST AFFICE IN BRUCEVILLE, ACROSS I-35 AND THE
 BZ1106'FRONTAGE ROAD FROM A CEMETERY, 7.9 M. (26.0 FT.) WEST-SOUTHWEST OF THE
 BZ1106'CENTERLINE OF THE FRONTAGE ROAD, 9.4 M. (31.0 FT.) SOUTHWEST OF A
 BZ1106'CORNER FENCE POST AND A TELEPHONE CABLE WARNING SIGN, 0.3 M.
 BZ1106'(1.0 FT.) EAST OF A FENCE, 25.9 M. (85.0 FT.) SOUTHEAST OF THE
 BZ1106'SOUTHEAST CORNER OF A METAL CHICKEN HOUSE, 42.1 M. (138 FT.) NORTHWEST
 BZ1106'OF I-35 EXIT SIGN E 318B.  NOTE-ROD DRIVEN TO REFUSAL AND ANCHORED IN
 BZ1106'HARD LIMESTONE.  DATUM POIMT IS 13 CM. BELOW GROUND, ACCESS TO WHICH
 BZ1106'IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1106'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BZ1106'THE MARK IS 0.3 M BELOW THE ROAD.
 BZ1106
 BZ1106                          STATION RECOVERY (1991)
 BZ1106
 BZ1106'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1106'MARK NOT FOUND.
 BZ1106
 BZ1106                          STATION RECOVERY (1995)
 BZ1106
 BZ1106'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1106'MARK NOT FOUND.
 BZ1106
 BZ1106                          STATION RECOVERY (2001)
 BZ1106
 BZ1106'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ1106'RECOVERED IN GOOD CONDITION.
 BZ1106
 BZ1106                          STATION RECOVERY (2003)
 BZ1106
 BZ1106'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0772 ***********************************************************************
 BM0772  DESIGNATION -  D 1305
 BM0772  PID         -  BM0772
 BM0772  STATE/COUNTY-  TX/BELL
 BM0772  USGS QUAD   -  HOLLAND (1964)
 BM0772
 BM0772                         *CURRENT SURVEY CONTROL
 BM0772  ___________________________________________________________________
 BM0772* NAD 83(1986)-  30 52 33.     (N)    097 24 12.     (W)     SCALED    
 BM0772* NAVD 88     -       158.191  (meters)     519.00   (feet)  ADJUSTED  
 BM0772  ___________________________________________________________________
 BM0772  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BM0772  DYNAMIC HT  -         157.982 (meters)     518.31  (feet)  COMP
 BM0772  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 BM0772
 BM0772  VERT ORDER  -  FIRST     CLASS II
 BM0772
 BM0772.The horizontal coordinates were scaled from a topographic map and have
 BM0772.an estimated accuracy of +/- 6 seconds.
 BM0772
 BM0772.The orthometric height was determined by differential leveling
 BM0772.and adjusted by the National Geodetic Survey in June 1991..
 BM0772
 BM0772.The geoid height was determined by GEOID03.
 BM0772
 BM0772.The dynamic height is computed by dividing the NAVD 88
 BM0772.geopotential number by the normal gravity value computed on the
 BM0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0772.degrees latitude (g = 980.6199 gals.).
 BM0772
 BM0772.The modeled gravity was interpolated from observed gravity values.
 BM0772
 BM0772;                    North         East    Units  Estimated Accuracy
 BM0772;SPC TX C     - 3,137,730.      980,130.      MT  (+/- 180 meters Scaled)
 BM0772
 BM0772                          SUPERSEDED SURVEY CONTROL
 BM0772
 BM0772.No superseded survey control is available for this station.
 BM0772
 BM0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV526169(NAD 83)
 BM0772_MARKER: I = METAL ROD
 BM0772_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM0772_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM0772_STAMPING: D 1305 1980
 BM0772_MARK LOGO: NGS   
 BM0772_PROJECTION: RECESSED 2 CENTIMETERS
 BM0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0772+STABILITY: POSITION/ELEVATION WELL
 BM0772_ROD/PIPE-DEPTH: 9.0  meters
 BM0772_SLEEVE-DEPTH  : 8.5 meters
 BM0772
 BM0772  HISTORY     - Date     Condition        Report By
 BM0772  HISTORY     - 1980     MONUMENTED       NGS
 BM0772  HISTORY     - 1990     GOOD             USPSQD
 BM0772  HISTORY     - 20010317 GOOD             USPSQD
 BM0772
 BM0772                          STATION DESCRIPTION
 BM0772
 BM0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0772'IN HOLLAND.
 BM0772'IN HOLLAND, AT THE TEXAS POWER AND LIGHT COMPANY POWER DISTRIBUTION
 BM0772'CENTER ON STATE HIGHWAY 95, 20.6 METERS (67.5 FT) WEST OF THE
 BM0772'CENTERLINE OF THE HIGHWAY, 16.2 METERS (53.0 FT) SOUTH OF THE
 BM0772'CENTERLINE OF AN EAST-WEST PAVED ROAD, 1.2 METERS (3.8 FT) NORTH OF
 BM0772'THE NORTH FENCE OF THE DISTRIBUTION CENTER, 8.0 METERS (26.2 FT) SOUTH
 BM0772'OF A 50-CM GAS METER COVER, 9.5 METERS (31.3 FT) SOUTHWEST OF A
 BM0772'POWERLINE POLE WITH A TRANSFORMER AND A LIGHT, 7.1 METERS (23.3 FT)
 BM0772'EAST OF THE CENTER OF A GATE.
 BM0772'THE MARK IS 1.1 METERS  N FROM A WITNESS POST.
 BM0772'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 95.
 BM0772
 BM0772                          STATION RECOVERY (1990)
 BM0772
 BM0772'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0772'RECOVERED IN GOOD CONDITION.
 BM0772
 BM0772                          STATION RECOVERY (2001)
 BM0772
 BM0772'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 BM0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0811 ***********************************************************************
 BM0811  DESIGNATION -  D 1306
 BM0811  PID         -  BM0811
 BM0811  STATE/COUNTY-  TX/TRAVIS
 BM0811  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0811
 BM0811                         *CURRENT SURVEY CONTROL
 BM0811  ___________________________________________________________________
 BM0811* NAD 83(1993)-  30 25 28.71583(N)    097 40 18.00651(W)     ADJUSTED  
 BM0811* NAVD 88     -       236.076  (meters)     774.53   (feet)  ADJUSTED  
 BM0811  ___________________________________________________________________
 BM0811  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 BM0811  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BM0811  DYNAMIC HT  -         235.755 (meters)     773.47  (feet)  COMP
 BM0811  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 BM0811
 BM0811  HORZ ORDER  -  SECOND
 BM0811  VERT ORDER  -  FIRST     CLASS II
 BM0811
 BM0811.The horizontal coordinates were established by classical geodetic methods
 BM0811.and adjusted by the National Geodetic Survey in February 1996..
 BM0811.No horizontal observational check was made to the station.
 BM0811
 BM0811.The orthometric height was determined by differential leveling
 BM0811.and adjusted by the National Geodetic Survey in June 1991..
 BM0811
 BM0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0811
 BM0811.The geoid height was determined by GEOID03.
 BM0811
 BM0811.The dynamic height is computed by dividing the NAVD 88
 BM0811.geopotential number by the normal gravity value computed on the
 BM0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0811.degrees latitude (g = 980.6199 gals.).
 BM0811
 BM0811.The modeled gravity was interpolated from observed gravity values.
 BM0811
 BM0811;                    North         East     Units Scale Factor Converg.
 BM0811;SPC TX C     - 3,087,085.282   955,671.948   MT  0.99993205   +1 22 15.3
 BM0811;SPC TX C     -10,128,212.30  3,135,400.38   sFT  0.99993205   +1 22 15.3
 BM0811;UTM  14      - 3,366,589.742   627,571.153   MT  0.99980077   +0 40 22.0
 BM0811
 BM0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0811!SPC TX C     -   0.99996699  x   0.99993205  =   0.99989905
 BM0811!UTM  14      -   0.99996699  x   0.99980077  =   0.99976777
 BM0811
 BM0811                          SUPERSEDED SURVEY CONTROL
 BM0811
 BM0811  NAD 83(1986)-  30 25 28.73501(N)    097 40 17.99054(W) AD(       ) 2
 BM0811  NGVD 29 (01/26/93)  236.02   (m)          774.3    (f) LEVELING    3  
 BM0811
 BM0811.Superseded values are not recommended for survey control.
 BM0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0811.See file dsdata.txt to determine how the superseded data were derived.
 BM0811
 BM0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2757166590(NAD 83)
 BM0811_MARKER: DB = BENCH MARK DISK
 BM0811_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0811_SP_SET: OVERPASS PIER
 BM0811_STAMPING: D 1306 1980
 BM0811_MARK LOGO: NGS   
 BM0811_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0811
 BM0811  HISTORY     - Date     Condition        Report By
 BM0811  HISTORY     - 1980     MONUMENTED       NGS
 BM0811  HISTORY     - 1983     GOOD             NGS
 BM0811  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0811  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 BM0811
 BM0811                          STATION DESCRIPTION
 BM0811
 BM0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0811'10.8 KM (6.7 MI) SOUTH FROM ROUND ROCK.
 BM0811'3.55 KM (2.2 MI) SOUTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0811'JUNCTION OF RANCH ROAD 620 WEST IN ROUND ROCK, THENCE 7.25 KM (4.5 MI)
 BM0811'SOUTH ALONG THE WEST FRONTAGE ROAD OF INTERSTATE 35, AT THE JUNCTION
 BM0811'OF DESSAU LANE (INTERSTATE EXIT 246), SET VERTICALLY IN THE WEST FACE
 BM0811'OF THE NORTHWESTERNMOST PIER OF THE INTERSTATE 35 SOUTHBOUND OVERPASS
 BM0811'OVER THE LANE, 7.6 METERS (25.0 FT) NORTH OF THE CENTERLINE OF THE
 BM0811'LANE.  NOTE-PIERS ARE DRILLED INTO AUSTIN CHALK.
 BM0811'THE MARK IS 1.7 M ABOVE DESSAU LANE.
 BM0811
 BM0811                          STATION RECOVERY (1983)
 BM0811
 BM0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM0811'THE STATION IS LOCATED 16 KM (10 MI) NORTH OF AUSTIN, 10.4 KM
 BM0811'6.5 MI) NORTH OF THE JUNCTION OF INTERSTATE HIGHWAY 35 AND US
 BM0811'HIGHWAY 183, IN A PIER SUPPORTING THE SOUTHBOUND LANE OF HIGHWAY
 BM0811'35, ON THE NORTH SIDE OF DESSAU ROAD (INTERCHANGE 246).
 BM0811'OWNERSHIP--CECIL JENKINS-ENGINEER, SURVEYS DEPARTMENT, TEXAS
 BM0811'HIGHWAY DEPARTMENT, DIVISION OF AUTOMATION, ROOM 446, AUSTIN, TX
 BM0811'78712. TELEPHONE 512-465-7696.
 BM0811'
 BM0811'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 35 AND 183, GO
 BM0811'NORTH ON HIGHWAY 35 FOR 10.4 KM (6.5 MI) TO INTERCHANGE 246 AND
 BM0811'THE STATION BENEATH THE HIGHWAY.
 BM0811'
 BM0811'THE STATION IS A STANDARD NGS DISK
 BM0811'STAMPED---D 1306 1980---,
 BM0811'MARK IS SET VERTICALLY IN THE NORTHWEST ONE OF FOUR PIERS
 BM0811'SUPPORTING THE SOUTHBOUND LANE OF HIGHWAY 35, ON ITS WEST FACE.
 BM0811'IT IS LOCATED
 BM0811'7.6 METER (25.0 FT) NORTH FROM THE CENTER OF DESSAU ROAD, AND 1.5
 BM0811'METER (4.9 FT) ABOVE GROUND.
 BM0811'
 BM0811'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.0 METERS.
 BM0811'DESCRIBED BY G.R. HEID.
 BM0811
 BM0811                          STATION RECOVERY (1990)
 BM0811
 BM0811'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0811'MARK NOT FOUND.
 BM0811
 BM0811                          STATION RECOVERY (1995)
 BM0811
 BM0811'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0757 ***********************************************************************
 BM0757  DESIGNATION -  D 1307
 BM0757  PID         -  BM0757
 BM0757  STATE/COUNTY-  TX/TRAVIS
 BM0757  USGS QUAD   -  OAK HILL (1988)
 BM0757
 BM0757                         *CURRENT SURVEY CONTROL
 BM0757  ___________________________________________________________________
 BM0757* NAD 83(1986)-  30 09 11.     (N)    097 47 30.     (W)     SCALED    
 BM0757* NAVD 88     -       176.256  (meters)     578.27   (feet)  ADJUSTED  
 BM0757  ___________________________________________________________________
 BM0757  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0757  DYNAMIC HT  -         176.011 (meters)     577.46  (feet)  COMP
 BM0757  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 BM0757
 BM0757  VERT ORDER  -  FIRST     CLASS II
 BM0757
 BM0757.The horizontal coordinates were scaled from a topographic map and have
 BM0757.an estimated accuracy of +/- 6 seconds.
 BM0757
 BM0757.The orthometric height was determined by differential leveling
 BM0757.and adjusted by the National Geodetic Survey in June 1991..
 BM0757
 BM0757.The geoid height was determined by GEOID03.
 BM0757
 BM0757.The dynamic height is computed by dividing the NAVD 88
 BM0757.geopotential number by the normal gravity value computed on the
 BM0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0757.degrees latitude (g = 980.6199 gals.).
 BM0757
 BM0757.The modeled gravity was interpolated from observed gravity values.
 BM0757
 BM0757;                    North         East    Units  Estimated Accuracy
 BM0757;SPC TX C     - 3,056,720.      944,840.      MT  (+/- 180 meters Scaled)
 BM0757
 BM0757                          SUPERSEDED SURVEY CONTROL
 BM0757
 BM0757.No superseded survey control is available for this station.
 BM0757
 BM0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU163363(NAD 83)
 BM0757_MARKER: DB = BENCH MARK DISK
 BM0757_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0757_SP_SET: OVERPASS PIER
 BM0757_STAMPING: D 1307 1980
 BM0757_MARK LOGO: NGS   
 BM0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0757+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 BM0757
 BM0757  HISTORY     - Date     Condition        Report By
 BM0757  HISTORY     - 1980     MONUMENTED       NGS
 BM0757  HISTORY     - 1990     GOOD             USPSQD
 BM0757  HISTORY     - 19910116 GOOD             USPSQD
 BM0757  HISTORY     - 19950725 MARK NOT FOUND   USPSQD
 BM0757  HISTORY     - 20030308 GOOD             USPSQD
 BM0757
 BM0757                          STATION DESCRIPTION
 BM0757
 BM0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0757'8.4 KM (5.2 MI) SW FROM AUSTIN.
 BM0757'6.6 KM (4.1 MI) SOUTHWEST ALONG CONGRESS AVENUE FROM THE JUNCTION OF
 BM0757'BEN WHITE BOULEVARD IN AUSTIN, THENCE 1.8 KM (1.1 MI) SOUTHWEST ALONG
 BM0757'THE EAST FRONTAGE ROAD OF INTERSTATE 35, AT THE SLAUGHTER CREEK
 BM0757'UNDERPASS UNDER THE INTERSTATE, SET VERTICALLY IN THE EAST FACE OF THE
 BM0757'EASTERNMOST ONE OF THREE PIERS OF THE NORTHERNMOST SET OF SIX SETS OF
 BM0757'PIERS SUPPORTING THE NORTHBOUND LANES OF THE INTERSTATE, 4.2 METERS
 BM0757'(13.8 FT) SOUTH OF THE CENTERLINE OF THE UNDERPASS ROAD.
 BM0757'THE MARK IS 1.3 M ABOVE THE GROUND.
 BM0757
 BM0757                          STATION RECOVERY (1990)
 BM0757
 BM0757'RECOVERY NOTE BY US POWER SQUADRON 1990 (HJC)
 BM0757'RECOVERED IN GOOD CONDITION.
 BM0757
 BM0757                          STATION RECOVERY (1991)
 BM0757
 BM0757'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0757'RECOVERED IN GOOD CONDITION.
 BM0757
 BM0757                          STATION RECOVERY (1995)
 BM0757
 BM0757'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0757'MARK NOT FOUND.
 BM0757
 BM0757                          STATION RECOVERY (2003)
 BM0757
 BM0757'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BM0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1574 ***********************************************************************
 AY1574  DESIGNATION -  D 1307 X
 AY1574  PID         -  AY1574
 AY1574  STATE/COUNTY-  TX/COMAL
 AY1574  USGS QUAD   -  HUNTER (1994)
 AY1574
 AY1574                         *CURRENT SURVEY CONTROL
 AY1574  ___________________________________________________________________
 AY1574* NAD 83(1986)-  29 45 35.     (N)    098 02 58.     (W)     SCALED    
 AY1574* NAVD 88     -       220.541  (meters)     723.56   (feet)  ADJUSTED  
 AY1574  ___________________________________________________________________
 AY1574  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AY1574  DYNAMIC HT  -         220.228 (meters)     722.53  (feet)  COMP
 AY1574  MODELED GRAV-     979,215.8   (mgal)                       NAVD 88
 AY1574
 AY1574  VERT ORDER  -  FIRST     CLASS II
 AY1574
 AY1574.The horizontal coordinates were scaled from a topographic map and have
 AY1574.an estimated accuracy of +/- 6 seconds.
 AY1574
 AY1574.The orthometric height was determined by differential leveling
 AY1574.and adjusted by the National Geodetic Survey in June 1991..
 AY1574
 AY1574.The geoid height was determined by GEOID03.
 AY1574
 AY1574.The dynamic height is computed by dividing the NAVD 88
 AY1574.geopotential number by the normal gravity value computed on the
 AY1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1574.degrees latitude (g = 980.6199 gals.).
 AY1574
 AY1574.The modeled gravity was interpolated from observed gravity values.
 AY1574
 AY1574;                    North         East    Units  Estimated Accuracy
 AY1574;SPC TXSC     - 4,213,870.      691,930.      MT  (+/- 180 meters Scaled)
 AY1574
 AY1574                          SUPERSEDED SURVEY CONTROL
 AY1574
 AY1574.No superseded survey control is available for this station.
 AY1574
 AY1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT919925(NAD 83)
 AY1574_MARKER: I = METAL ROD
 AY1574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1574_SP_SET: STAINLESS STEEL ROD
 AY1574_STAMPING: D 1307 X 1980
 AY1574_MARK LOGO: NGS   
 AY1574_PROJECTION: FLUSH
 AY1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1574_ROD/PIPE-DEPTH: 6.1  meters
 AY1574
 AY1574  HISTORY     - Date     Condition        Report By
 AY1574  HISTORY     - 1980     MONUMENTED       NGS
 AY1574  HISTORY     - 1989     GOOD             USPSQD
 AY1574  HISTORY     - 1990     GOOD             USPSQD
 AY1574  HISTORY     - 1990     GOOD             USPSQD
 AY1574  HISTORY     - 19930808 GOOD             USPSQD
 AY1574  HISTORY     - 19990925 GOOD             USPSQD
 AY1574
 AY1574                          STATION DESCRIPTION
 AY1574
 AY1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1574'4.8 KM (3.0 MI) NE FROM NEW BRAUNFELS.
 AY1574'4.8 KM (3.0 MI) NORTHEAST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1574'35 FROM THE JUNCTION OF FARM ROADS 306 AND 483 AT THE NORTHEAST EDGE
 AY1574'OF NEW BRAUNFELS, 10.6 METERS (34.8 FT) NORTHWEST OF THE CENTERLINE OF
 AY1574'THE FRONTAGE ROAD, 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE, 0.9 METER
 AY1574'(2.9 FT) SOUTHWEST OF A POWERLINE POLE, 29.6 METERS (97.0 FT)
 AY1574'WEST-SOUTHWEST OF MILE MARKER 194.  NOTE-ROD DRIVEN TO REFUSAL, DATUM
 AY1574'POINT IS STAMPED D 1307.
 AY1574'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AY1574'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 AY1574
 AY1574                          STATION RECOVERY (1989)
 AY1574
 AY1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1574'RECOVERED IN GOOD CONDITION.
 AY1574
 AY1574                          STATION RECOVERY (1990)
 AY1574
 AY1574'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1574'RECOVERED IN GOOD CONDITION.
 AY1574
 AY1574                          STATION RECOVERY (1990)
 AY1574
 AY1574'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AY1574'RECOVERED IN GOOD CONDITION.
 AY1574
 AY1574                          STATION RECOVERY (1993)
 AY1574
 AY1574'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1574'RECOVERED IN GOOD CONDITION.
 AY1574
 AY1574                          STATION RECOVERY (1999)
 AY1574
 AY1574'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1570 ***********************************************************************
 AY1570  DESIGNATION -  D 1308
 AY1570  PID         -  AY1570
 AY1570  STATE/COUNTY-  TX/COMAL
 AY1570  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY1570
 AY1570                         *CURRENT SURVEY CONTROL
 AY1570  ___________________________________________________________________
 AY1570* NAD 83(1986)-  29 43 05.     (N)    098 05 19.     (W)     SCALED    
 AY1570* NAVD 88     -       203.735  (meters)     668.42   (feet)  ADJUSTED  
 AY1570  ___________________________________________________________________
 AY1570  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AY1570  DYNAMIC HT  -         203.444 (meters)     667.47  (feet)  COMP
 AY1570  MODELED GRAV-     979,209.9   (mgal)                       NAVD 88
 AY1570
 AY1570  VERT ORDER  -  FIRST     CLASS II
 AY1570
 AY1570.The horizontal coordinates were scaled from a topographic map and have
 AY1570.an estimated accuracy of +/- 6 seconds.
 AY1570
 AY1570.The orthometric height was determined by differential leveling
 AY1570.and adjusted by the National Geodetic Survey in June 1991..
 AY1570
 AY1570.The geoid height was determined by GEOID03.
 AY1570
 AY1570.The dynamic height is computed by dividing the NAVD 88
 AY1570.geopotential number by the normal gravity value computed on the
 AY1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1570.degrees latitude (g = 980.6199 gals.).
 AY1570
 AY1570.The modeled gravity was interpolated from observed gravity values.
 AY1570
 AY1570;                    North         East    Units  Estimated Accuracy
 AY1570;SPC TXSC     - 4,209,220.      688,170.      MT  (+/- 180 meters Scaled)
 AY1570
 AY1570                          SUPERSEDED SURVEY CONTROL
 AY1570
 AY1570.No superseded survey control is available for this station.
 AY1570
 AY1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT881878(NAD 83)
 AY1570_MARKER: DB = BENCH MARK DISK
 AY1570_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1570_SP_SET: CULVERT
 AY1570_STAMPING: D 1308 1980
 AY1570_MARK LOGO: NGS   
 AY1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1570+STABILITY: SURFACE MOTION
 AY1570
 AY1570  HISTORY     - Date     Condition        Report By
 AY1570  HISTORY     - 1980     MONUMENTED       NGS
 AY1570  HISTORY     - 1989     GOOD             USPSQD
 AY1570  HISTORY     - 1990     GOOD             USPSQD
 AY1570  HISTORY     - 1990     GOOD             USPSQD
 AY1570  HISTORY     - 19930808 GOOD             USPSQD
 AY1570  HISTORY     - 19990925 GOOD             USPSQD
 AY1570  HISTORY     - 20030517 GOOD             USPSQD
 AY1570  HISTORY     - 20060719 GOOD             USPSQD
 AY1570
 AY1570                          STATION DESCRIPTION
 AY1570
 AY1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1570'IN NEW BRAUNFELS.
 AY1570'IN NEW BRAUNFELS, AT THE JUNCTION OF KOWALD LANE AND THE WEST FRONTAGE
 AY1570'ROAD OF INTERSTATE 35, 1.7 KM (1.05 MI) SOUTHWEST ALONG THE FRONTAGE
 AY1570'ROAD FROM THE JUNCTION OF FARM ROAD 306, IN TOP AND 0.3 METER (1.0 FT)
 AY1570'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A TWO
 AY1570'CHANNEL BOX CULVERT UNDER THE FRONTAGE ROAD, 7.9 METERS (25.8 FT)
 AY1570'NORTH OF THE CENTERLINE OF THE LANE, 13.1 METERS (43.0 FT) WEST OF THE
 AY1570'CENTERLINE OF THE FRONTAGE ROAD, 11.3 METERS 36.9 FT) SOUTHWEST OF A
 AY1570'POWERLINE POLE.
 AY1570'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AY1570
 AY1570                          STATION RECOVERY (1989)
 AY1570
 AY1570'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1570'RECOVERED IN GOOD CONDITION.
 AY1570
 AY1570                          STATION RECOVERY (1990)
 AY1570
 AY1570'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1570'RECOVERED IN GOOD CONDITION.
 AY1570
 AY1570                          STATION RECOVERY (1990)
 AY1570
 AY1570'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1570'RECOVERED IN GOOD CONDITION.
 AY1570
 AY1570                          STATION RECOVERY (1993)
 AY1570
 AY1570'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1570'RECOVERED IN GOOD CONDITION.
 AY1570
 AY1570                          STATION RECOVERY (1999)
 AY1570
 AY1570'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1570'RECOVERED IN GOOD CONDITION.
 AY1570
 AY1570                          STATION RECOVERY (2003)
 AY1570
 AY1570'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 AY1570'RECOVERED IN GOOD CONDITION.
 AY1570
 AY1570                          STATION RECOVERY (2006)
 AY1570
 AY1570'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2296 ***********************************************************************
 CS2296  DESIGNATION -  D 131
 CS2296  PID         -  CS2296
 CS2296  STATE/COUNTY-  TX/PARKER
 CS2296  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2296
 CS2296                         *CURRENT SURVEY CONTROL
 CS2296  ___________________________________________________________________
 CS2296* NAD 83(1986)-  32 45 08.     (N)    097 47 49.     (W)     SCALED    
 CS2296* NAVD 88     -       323.365  (meters)    1060.91   (feet)  ADJUSTED  
 CS2296  ___________________________________________________________________
 CS2296  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CS2296  DYNAMIC HT  -         322.970 (meters)    1059.61  (feet)  COMP
 CS2296  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 CS2296
 CS2296  VERT ORDER  -  FIRST     CLASS II
 CS2296
 CS2296.The horizontal coordinates were scaled from a topographic map and have
 CS2296.an estimated accuracy of +/- 6 seconds.
 CS2296
 CS2296.The orthometric height was determined by differential leveling
 CS2296.and adjusted by the National Geodetic Survey in June 1991..
 CS2296.WARNING-Repeat measurements at this control monument indicate possible
 CS2296.vertical movement.
 CS2296
 CS2296.The geoid height was determined by GEOID03.
 CS2296
 CS2296.The dynamic height is computed by dividing the NAVD 88
 CS2296.geopotential number by the normal gravity value computed on the
 CS2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2296.degrees latitude (g = 980.6199 gals.).
 CS2296
 CS2296.The modeled gravity was interpolated from observed gravity values.
 CS2296
 CS2296;                    North         East    Units  Estimated Accuracy
 CS2296;SPC TXNC     - 2,120,600.      665,880.      MT  (+/- 180 meters Scaled)
 CS2296
 CS2296                          SUPERSEDED SURVEY CONTROL
 CS2296
 CS2296  NGVD 29 (??/??/92)  323.268  (m)         1060.59   (f) ADJ UNCH    1 2
 CS2296
 CS2296.Superseded values are not recommended for survey control.
 CS2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2296.See file dsdata.txt to determine how the superseded data were derived.
 CS2296
 CS2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB127244(NAD 83)
 CS2296_MARKER: DB = BENCH MARK DISK
 CS2296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2296_SP_SET: STEP
 CS2296_STAMPING: D 131 1952
 CS2296_MARK LOGO: CGS   
 CS2296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2296
 CS2296  HISTORY     - Date     Condition        Report By
 CS2296  HISTORY     - 1952     MONUMENTED       CGS
 CS2296  HISTORY     - 1964     GOOD             NGS
 CS2296  HISTORY     - 1983     GOOD             NGS
 CS2296  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2296  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS2296  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2296
 CS2296                          STATION DESCRIPTION
 CS2296
 CS2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2296'0.4 MI S FROM WEATHERFORD.
 CS2296'0.4 MILE SOUTH ALONG STATE HIGHWAY 171 FROM THE COURTHOUSE AT
 CS2296'WEATHERFORD, 70 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 87 FEET
 CS2296'NORTH OF THE SOUTH CORNER OF THE WEATHERFORD GRADE SCHOOL, 35.6 FEET
 CS2296'NORTHEAST OF A FLAGPOLE, AT THE WEST ENTRANCE OF THE SCHOOL, SET IN
 CS2296'THE TOP OF THE SOUTHEAST CORNER OF THE 6 X 12 FOOT CONCRETE ENTRANCE
 CS2296'PLATFORM WHICH IS AT THE TOP OF 3 STEPS.
 CS2296
 CS2296                          STATION RECOVERY (1983)
 CS2296
 CS2296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2296'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.7 KM (1.7 MI)
 CS2296'NORTH ALONG STATE HIGHWAY 171 FROM ITS JUNCTION WITH INTERSTATE
 CS2296'HIGHWAY 20 IN WEATHERFORD.
 CS2296
 CS2296                          STATION RECOVERY (1997)
 CS2296
 CS2296'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2296'MARK NOT FOUND.
 CS2296
 CS2296                          STATION RECOVERY (2002)
 CS2296
 CS2296'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2296'MARK NOT FOUND.
 CS2296
 CS2296                          STATION RECOVERY (2004)
 CS2296
 CS2296'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0778 ***********************************************************************
 DN0778  DESIGNATION -  D 132
 DN0778  PID         -  DN0778
 DN0778  STATE/COUNTY-  TX/WISE
 DN0778  USGS QUAD   -  DECATUR (1972)
 DN0778
 DN0778                         *CURRENT SURVEY CONTROL
 DN0778  ___________________________________________________________________
 DN0778* NAD 83(1986)-  33 10 32.     (N)    097 32 33.     (W)     SCALED    
 DN0778* NAVD 88     -       288.545  (meters)     946.67   (feet)  ADJUSTED  
 DN0778  ___________________________________________________________________
 DN0778  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DN0778  DYNAMIC HT  -         288.209 (meters)     945.57  (feet)  COMP
 DN0778  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 DN0778
 DN0778  VERT ORDER  -  FIRST     CLASS II
 DN0778
 DN0778.The horizontal coordinates were scaled from a topographic map and have
 DN0778.an estimated accuracy of +/- 6 seconds.
 DN0778
 DN0778.The orthometric height was determined by differential leveling
 DN0778.and adjusted by the National Geodetic Survey in June 1991..
 DN0778.WARNING-Repeat measurements at this control monument indicate possible
 DN0778.vertical movement.
 DN0778
 DN0778.The geoid height was determined by GEOID03.
 DN0778
 DN0778.The dynamic height is computed by dividing the NAVD 88
 DN0778.geopotential number by the normal gravity value computed on the
 DN0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0778.degrees latitude (g = 980.6199 gals.).
 DN0778
 DN0778.The modeled gravity was interpolated from observed gravity values.
 DN0778
 DN0778;                    North         East    Units  Estimated Accuracy
 DN0778;SPC TXNC     - 2,167,730.      689,290.      MT  (+/- 180 meters Scaled)
 DN0778
 DN0778                          SUPERSEDED SURVEY CONTROL
 DN0778
 DN0778  NGVD 29 (??/??/92)  288.486  (m)          946.47   (f) ADJ UNCH    1 2
 DN0778
 DN0778.Superseded values are not recommended for survey control.
 DN0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0778.See file dsdata.txt to determine how the superseded data were derived.
 DN0778
 DN0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB358716(NAD 83)
 DN0778_MARKER: DB = BENCH MARK DISK
 DN0778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0778_SP_SET: CULVERT
 DN0778_STAMPING: D 132 1952
 DN0778_MARK LOGO: CGS   
 DN0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0778
 DN0778  HISTORY     - Date     Condition        Report By
 DN0778  HISTORY     - 1952     MONUMENTED       CGS
 DN0778  HISTORY     - 1984     GOOD             NGS
 DN0778  HISTORY     - 19990827 GOOD             USPSQD
 DN0778
 DN0778                          STATION DESCRIPTION
 DN0778
 DN0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0778'4.65 MI SE FROM DECATUR.
 DN0778'4.65 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD
 DN0778'FROM THE STATION AT DECATUR, 21.4 FEET SOUTHWEST OF THE SOUTHWEST
 DN0778'RAIL, 8 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 DN0778'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF CONCRETE CULVERT 35-59.
 DN0778
 DN0778                          STATION RECOVERY (1984)
 DN0778
 DN0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0778'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 DN0778'FORT WORTH AND DENVER RAILROAD IS NOW THE BURLINGTON NORTHERN
 DN0778'RAILROAD.
 DN0778
 DN0778                          STATION RECOVERY (1999)
 DN0778
 DN0778'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0010 ***********************************************************************
 DO0010  DESIGNATION -  D 133
 DO0010  PID         -  DO0010
 DO0010  STATE/COUNTY-  TX/CLAY
 DO0010  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0010
 DO0010                         *CURRENT SURVEY CONTROL
 DO0010  ___________________________________________________________________
 DO0010* NAD 83(1986)-  33 53 14.     (N)    098 25 38.     (W)     SCALED    
 DO0010* NAVD 88     -       305.966  (meters)    1003.82   (feet)  ADJUSTED  
 DO0010  ___________________________________________________________________
 DO0010  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DO0010  DYNAMIC HT  -         305.631 (meters)    1002.72  (feet)  COMP
 DO0010  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 DO0010
 DO0010  VERT ORDER  -  FIRST     CLASS II
 DO0010
 DO0010.The horizontal coordinates were scaled from a topographic map and have
 DO0010.an estimated accuracy of +/- 6 seconds.
 DO0010
 DO0010.The orthometric height was determined by differential leveling
 DO0010.and adjusted by the National Geodetic Survey in June 1991..
 DO0010
 DO0010.The geoid height was determined by GEOID03.
 DO0010
 DO0010.The dynamic height is computed by dividing the NAVD 88
 DO0010.geopotential number by the normal gravity value computed on the
 DO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0010.degrees latitude (g = 980.6199 gals.).
 DO0010
 DO0010.The modeled gravity was interpolated from observed gravity values.
 DO0010
 DO0010;                    North         East    Units  Estimated Accuracy
 DO0010;SPC TXNC     - 2,246,250.      606,730.      MT  (+/- 180 meters Scaled)
 DO0010
 DO0010                          SUPERSEDED SURVEY CONTROL
 DO0010
 DO0010  NGVD 29 (??/??/92)  305.892  (m)         1003.58   (f) ADJ UNCH    1 2
 DO0010
 DO0010.Superseded values are not recommended for survey control.
 DO0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0010.See file dsdata.txt to determine how the superseded data were derived.
 DO0010
 DO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC529497(NAD 83)
 DO0010_MARKER: DB = BENCH MARK DISK
 DO0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0010_SP_SET: CULVERT
 DO0010_STAMPING: 1003.581 D 133 1933
 DO0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0010
 DO0010  HISTORY     - Date     Condition        Report By
 DO0010  HISTORY     - 1933     MONUMENTED       CGS
 DO0010  HISTORY     - 1957     MARK NOT FOUND   USGS
 DO0010
 DO0010                          STATION DESCRIPTION
 DO0010
 DO0010'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 DO0010'4.1 MI SE FROM WICHITA FALLS.
 DO0010'IN CLAY COUNTY, 4.1 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER
 DO0010'CITY RAILWAY FROM WICHITA FALLS, WICHITA COUNTY, 150 FEET NORTHWEST OF
 DO0010'MILEPOST 110, AT CULVERT 110.03, AND IN THE SOUTH HEADWALL.  A
 DO0010'STANDARD DISK, STAMPED 1003.581 D 133 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0367 ***********************************************************************
 EM0367  DESIGNATION -  D 134
 EM0367  PID         -  EM0367
 EM0367  STATE/COUNTY-  TX/HARDEMAN
 EM0367  USGS QUAD   -  QUANAH EAST (1984)
 EM0367
 EM0367                         *CURRENT SURVEY CONTROL
 EM0367  ___________________________________________________________________
 EM0367* NAD 83(1986)-  34 17 09.     (N)    099 40 06.     (W)     SCALED    
 EM0367* NAVD 88     -       473.909  (meters)    1554.82   (feet)  ADJUSTED  
 EM0367  ___________________________________________________________________
 EM0367  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 EM0367  DYNAMIC HT  -         473.376 (meters)    1553.07  (feet)  COMP
 EM0367  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 EM0367
 EM0367  VERT ORDER  -  FIRST     CLASS II
 EM0367
 EM0367.The horizontal coordinates were scaled from a topographic map and have
 EM0367.an estimated accuracy of +/- 6 seconds.
 EM0367
 EM0367.The orthometric height was determined by differential leveling
 EM0367.and adjusted by the National Geodetic Survey in June 1991..
 EM0367
 EM0367.The geoid height was determined by GEOID03.
 EM0367
 EM0367.The dynamic height is computed by dividing the NAVD 88
 EM0367.geopotential number by the normal gravity value computed on the
 EM0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0367.degrees latitude (g = 980.6199 gals.).
 EM0367
 EM0367.The modeled gravity was interpolated from observed gravity values.
 EM0367
 EM0367;                    North         East    Units  Estimated Accuracy
 EM0367;SPC TXNC     - 2,291,060.      492,420.      MT  (+/- 180 meters Scaled)
 EM0367
 EM0367                          SUPERSEDED SURVEY CONTROL
 EM0367
 EM0367  NGVD 29 (??/??/92)  473.727  (m)         1554.22   (f) ADJ UNCH    1 2
 EM0367
 EM0367.Superseded values are not recommended for survey control.
 EM0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0367.See file dsdata.txt to determine how the superseded data were derived.
 EM0367
 EM0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC384940(NAD 83)
 EM0367_MARKER: DB = BENCH MARK DISK
 EM0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0367_SP_SET: CULVERT
 EM0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0367
 EM0367  HISTORY     - Date     Condition        Report By
 EM0367  HISTORY     - UNK      MONUMENTED       CGS
 EM0367  HISTORY     - 1933     GOOD             NGS
 EM0367  HISTORY     - 1958     MARK NOT FOUND   NGS
 EM0367
 EM0367                          STATION DESCRIPTION
 EM0367
 EM0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0367'4.1 MI SE FROM QUANAH.
 EM0367'4.1 MILES SOUTHEAST OF ABOUT 1000 FEET SOUTHEAST OF SPUR TRACK AT
 EM0367'MILEAGE 187.75 SET IN CONCRETE CULVERT SOUTHWEST END.
 EM0367
 EM0367                          STATION RECOVERY (1958)
 EM0367
 EM0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0003 ***********************************************************************
 EN0003  DESIGNATION -  D 135
 EN0003  PID         -  EN0003
 EN0003  STATE/COUNTY-  TX/HALL
 EN0003  USGS QUAD   -  ESTELLINE (1985)
 EN0003
 EN0003                         *CURRENT SURVEY CONTROL
 EN0003  ___________________________________________________________________
 EN0003* NAD 83(1986)-  34 33 10.     (N)    100 25 57.     (W)     SCALED    
 EN0003* NAVD 88     -       534.598  (meters)    1753.93   (feet)  ADJUSTED  
 EN0003  ___________________________________________________________________
 EN0003  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 EN0003  DYNAMIC HT  -         533.992 (meters)    1751.94  (feet)  COMP
 EN0003  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 EN0003
 EN0003  VERT ORDER  -  FIRST     CLASS II
 EN0003
 EN0003.The horizontal coordinates were scaled from a topographic map and have
 EN0003.an estimated accuracy of +/- 6 seconds.
 EN0003
 EN0003.The orthometric height was determined by differential leveling
 EN0003.and adjusted by the National Geodetic Survey in June 1991..
 EN0003
 EN0003.The geoid height was determined by GEOID03.
 EN0003
 EN0003.The dynamic height is computed by dividing the NAVD 88
 EN0003.geopotential number by the normal gravity value computed on the
 EN0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0003.degrees latitude (g = 980.6199 gals.).
 EN0003
 EN0003.The modeled gravity was interpolated from observed gravity values.
 EN0003
 EN0003;                    North         East    Units  Estimated Accuracy
 EN0003;SPC TX N     - 1,061,850.      297,980.      MT  (+/- 180 meters Scaled)
 EN0003
 EN0003                          SUPERSEDED SURVEY CONTROL
 EN0003
 EN0003  NGVD 29 (??/??/92)  534.323  (m)         1753.02   (f) ADJ UNCH    1 2
 EN0003
 EN0003.Superseded values are not recommended for survey control.
 EN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0003.See file dsdata.txt to determine how the superseded data were derived.
 EN0003
 EN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD685243(NAD 83)
 EN0003_MARKER: DB = BENCH MARK DISK
 EN0003_SETTING: 0 = UNSPECIFIED SETTING
 EN0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0003
 EN0003  HISTORY     - Date     Condition        Report By
 EN0003  HISTORY     - UNK      MONUMENTED       CGS
 EN0003  HISTORY     - 1933     GOOD             NGS
 EN0003  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0003
 EN0003                          STATION DESCRIPTION
 EN0003
 EN0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0003'IN ESTELLINE.
 EN0003'ABOUT 250 FEET NORTHWEST OF DEPOT, 105 FEET NORTH OF RAILROAD
 EN0003'CROSSING, 76 FEET NORTH OF CENTER OF TRACK, 45 FEET SOUTHWEST OF DIRT
 EN0003'ROAD.
 EN0003
 EN0003                          STATION RECOVERY (1984)
 EN0003
 EN0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0003'THE POST WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0287 ***********************************************************************
 FL0287  DESIGNATION -  D 136
 FL0287  PID         -  FL0287
 FL0287  STATE/COUNTY-  TX/DONLEY
 FL0287  USGS QUAD   -  ROACH RANCH (1978)
 FL0287
 FL0287                         *CURRENT SURVEY CONTROL
 FL0287  ___________________________________________________________________
 FL0287* NAD 83(1986)-  35 02 28.     (N)    100 53 34.     (W)     SCALED    
 FL0287* NAVD 88     -       840.272  (meters)    2756.79   (feet)  POSTED    
 FL0287  ___________________________________________________________________
 FL0287  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 FL0287  DYNAMIC HT  -         839.310 (meters)    2753.64  (feet)  COMP
 FL0287  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 FL0287
 FL0287  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FL0287
 FL0287.The horizontal coordinates were scaled from a topographic map and have
 FL0287.an estimated accuracy of +/- 6 seconds.
 FL0287
 FL0287.The orthometric height was determined by differential leveling
 FL0287.and adjusted by the National Geodetic Survey in 1992..
 FL0287.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FL0287.rate of 1.1 thru 2.0 mm/km.
 FL0287
 FL0287.The geoid height was determined by GEOID03.
 FL0287
 FL0287.The dynamic height is computed by dividing the NAVD 88
 FL0287.geopotential number by the normal gravity value computed on the
 FL0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0287.degrees latitude (g = 980.6199 gals.).
 FL0287
 FL0287.The modeled gravity was interpolated from observed gravity values.
 FL0287
 FL0287;                    North         East    Units  Estimated Accuracy
 FL0287;SPC TX N     - 1,115,670.      255,400.      MT  (+/- 180 meters Scaled)
 FL0287
 FL0287                          SUPERSEDED SURVEY CONTROL
 FL0287
 FL0287  NGVD 29 (??/??/92)  839.867  (m)         2755.46   (f) ADJ UNCH    1 2
 FL0287
 FL0287.Superseded values are not recommended for survey control.
 FL0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0287.See file dsdata.txt to determine how the superseded data were derived.
 FL0287
 FL0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD273792(NAD 83)
 FL0287_MARKER: DB = BENCH MARK DISK
 FL0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0287_SP_SET: MONUMENT
 FL0287_STAMPING: C 136 1933
 FL0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0287
 FL0287  HISTORY     - Date     Condition        Report By
 FL0287  HISTORY     - 1933     MONUMENTED       CGS
 FL0287  HISTORY     - 1933     GOOD             NGS
 FL0287  HISTORY     - 1960     MARK NOT FOUND   USGS
 FL0287
 FL0287                          STATION DESCRIPTION
 FL0287
 FL0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FL0287'7.6 MI N FROM CLARENDON.
 FL0287'1.4 MILES SOUTH OF BRICK SCHOOL HOUSE, OPPOSITE GATE ON WEST SIDE OF
 FL0287'ROAD ON PROPERTY OF M. ROCK, 56 FEET EAST OF CENTER OF HIGHWAY, 40
 FL0287'FEET EAST OF FENCE LINE.
 FL0287
 FL0287                          STATION RECOVERY (1960)
 FL0287
 FL0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FL0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0088 ***********************************************************************
 GK0088  DESIGNATION -  D 137
 GK0088  PID         -  GK0088
 GK0088  STATE/COUNTY-  TX/OCHILTREE
 GK0088  USGS QUAD   -  LAKE FRYER (1973)
 GK0088
 GK0088                         *CURRENT SURVEY CONTROL
 GK0088  ___________________________________________________________________
 GK0088* NAD 83(1986)-  36 08 38.     (N)    100 39 48.     (W)     SCALED    
 GK0088* NAVD 88     -       879.997  (meters)    2887.12   (feet)  ADJUSTED  
 GK0088  ___________________________________________________________________
 GK0088  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 GK0088  DYNAMIC HT  -         879.061 (meters)    2884.05  (feet)  COMP
 GK0088  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 GK0088
 GK0088  VERT ORDER  -  FIRST     CLASS II
 GK0088
 GK0088.The horizontal coordinates were scaled from a topographic map and have
 GK0088.an estimated accuracy of +/- 6 seconds.
 GK0088
 GK0088.The orthometric height was determined by differential leveling
 GK0088.and adjusted by the National Geodetic Survey in June 1991..
 GK0088
 GK0088.The geoid height was determined by GEOID03.
 GK0088
 GK0088.The dynamic height is computed by dividing the NAVD 88
 GK0088.geopotential number by the normal gravity value computed on the
 GK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0088.degrees latitude (g = 980.6199 gals.).
 GK0088
 GK0088.The modeled gravity was interpolated from observed gravity values.
 GK0088
 GK0088;                    North         East    Units  Estimated Accuracy
 GK0088;SPC TX N     - 1,238,160.      275,300.      MT  (+/- 180 meters Scaled)
 GK0088
 GK0088                          SUPERSEDED SURVEY CONTROL
 GK0088
 GK0088  NGVD 29 (??/??/92)  879.634  (m)         2885.93   (f) ADJ UNCH    1 2
 GK0088
 GK0088.Superseded values are not recommended for survey control.
 GK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0088.See file dsdata.txt to determine how the superseded data were derived.
 GK0088
 GK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF503011(NAD 83)
 GK0088_MARKER: DB = BENCH MARK DISK
 GK0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0088_STAMPING: D-137 1934
 GK0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0088+STABILITY: SURFACE MOTION
 GK0088
 GK0088  HISTORY     - Date     Condition        Report By
 GK0088  HISTORY     - 1934     MONUMENTED       CGS
 GK0088  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0088
 GK0088                          STATION DESCRIPTION
 GK0088
 GK0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0088'20.3 MI SE FROM PERRYTON.
 GK0088'20.3 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 56 FEET
 GK0088'NORTHEAST OF CONTERLINE OF U.S. HIGHWAY 83 UNDER CONSTRUCTION.  3 FEET
 GK0088'SOUTH OF EAST AND WEST SECTION LINE FENCE.  NOTE-- RD. WORK IN AREA.
 GK0088
 GK0088                          STATION RECOVERY (1973)
 GK0088
 GK0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1514 ***********************************************************************
 AY1514  DESIGNATION -  D 1377
 AY1514  PID         -  AY1514
 AY1514  STATE/COUNTY-  TX/BEXAR
 AY1514  USGS QUAD   -  SOUTHTON (1992)
 AY1514
 AY1514                         *CURRENT SURVEY CONTROL
 AY1514  ___________________________________________________________________
 AY1514* NAD 83(1986)-  29 21 44.     (N)    098 28 01.     (W)     SCALED    
 AY1514* NAVD 88     -       176.173  (meters)     577.99   (feet)  ADJUSTED  
 AY1514  ___________________________________________________________________
 AY1514  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AY1514  DYNAMIC HT  -         175.917 (meters)     577.15  (feet)  COMP
 AY1514  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 AY1514
 AY1514  VERT ORDER  -  FIRST     CLASS II
 AY1514
 AY1514.The horizontal coordinates were scaled from a topographic map and have
 AY1514.an estimated accuracy of +/- 6 seconds.
 AY1514
 AY1514.The orthometric height was determined by differential leveling
 AY1514.and adjusted by the National Geodetic Survey in June 1991..
 AY1514
 AY1514.The geoid height was determined by GEOID03.
 AY1514
 AY1514.The dynamic height is computed by dividing the NAVD 88
 AY1514.geopotential number by the normal gravity value computed on the
 AY1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1514.degrees latitude (g = 980.6199 gals.).
 AY1514
 AY1514.The modeled gravity was interpolated from observed gravity values.
 AY1514
 AY1514;                    North         East    Units  Estimated Accuracy
 AY1514;SPC TXSC     - 4,169,560.      651,750.      MT  (+/- 180 meters Scaled)
 AY1514
 AY1514                          SUPERSEDED SURVEY CONTROL
 AY1514
 AY1514.No superseded survey control is available for this station.
 AY1514
 AY1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT517482(NAD 83)
 AY1514_MARKER: I = METAL ROD
 AY1514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1514_SP_SET: STAINLESS STEEL ROD
 AY1514_STAMPING: D 1377 1980
 AY1514_MARK LOGO: NGS   
 AY1514_PROJECTION: RECESSED 5 CENTIMETERS
 AY1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1514_ROD/PIPE-DEPTH: 4.0  meters
 AY1514
 AY1514  HISTORY     - Date     Condition        Report By
 AY1514  HISTORY     - 1980     MONUMENTED       NGS
 AY1514  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY1514
 AY1514                          STATION DESCRIPTION
 AY1514
 AY1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1514'5.2 KM (3.25 MI) SE FROM SAN ANTONIO.
 AY1514'5.2 KM (3.25 MI) SOUTHEAST ALONG SOUTH PRESA STREET (SPUR 122) FROM
 AY1514'THE JUNCTION OF EAST DURANGO BOULEVARD IN SAN ANTONIO, AT THE
 AY1514'SOUTHWEST ENTRANCE TO THE SAN ANTONIO STATE HOSPITAL, 15.9 METERS
 AY1514'(52.2 FT) EAST-NORTHEAST OF THE CENTERLINE OF PRESA STREET,
 AY1514'13.3 METERS (43.6 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE ENTRANCE
 AY1514'ROAD, 9.6 METERS (41.6 FT) NORTH AND ACROSS A CHAIN LINK FENCE FROM A
 AY1514'POWERLINE POLE, 4.3 METERS (13.5 FT) SOUTH OF THE NORTHEAST END OF THE
 AY1514'STATE HOSPITAL MASONRY SIGN, 3.9 METERS (12.7 FT) NORTHEAST OF THE
 AY1514'SOUTHWEST END OF THE STATE HOSPITAL MASONRY SIGN, 9.0 METERS (29.5 FT)
 AY1514'WEST-SOUTHWEST OF THE CENTER OF AN ASPHALT ROAD INSIDE THE GROUNDS.
 AY1514'THE MARK IS 0.3 M ABOVE SOUTH PRESA STREET.
 AY1514
 AY1514                          STATION RECOVERY (1995)
 AY1514
 AY1514'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1482 ***********************************************************************
 AY1482  DESIGNATION -  D 1378
 AY1482  PID         -  AY1482
 AY1482  STATE/COUNTY-  TX/WILSON
 AY1482  USGS QUAD   -  POTH (1961)
 AY1482
 AY1482                         *CURRENT SURVEY CONTROL
 AY1482  ___________________________________________________________________
 AY1482* NAD 83(1986)-  29 04 49.     (N)    098 05 22.     (W)     SCALED    
 AY1482* NAVD 88     -       135.007  (meters)     442.94   (feet)  ADJUSTED  
 AY1482  ___________________________________________________________________
 AY1482  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AY1482  DYNAMIC HT  -         134.815 (meters)     442.31  (feet)  COMP
 AY1482  MODELED GRAV-     979,218.5   (mgal)                       NAVD 88
 AY1482
 AY1482  VERT ORDER  -  FIRST     CLASS II
 AY1482
 AY1482.The horizontal coordinates were scaled from a topographic map and have
 AY1482.an estimated accuracy of +/- 6 seconds.
 AY1482
 AY1482.The orthometric height was determined by differential leveling
 AY1482.and adjusted by the National Geodetic Survey in June 1991..
 AY1482
 AY1482.The geoid height was determined by GEOID03.
 AY1482
 AY1482.The dynamic height is computed by dividing the NAVD 88
 AY1482.geopotential number by the normal gravity value computed on the
 AY1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1482.degrees latitude (g = 980.6199 gals.).
 AY1482
 AY1482.The modeled gravity was interpolated from observed gravity values.
 AY1482
 AY1482;                    North         East    Units  Estimated Accuracy
 AY1482;SPC TXSC     - 4,138,540.      688,640.      MT  (+/- 180 meters Scaled)
 AY1482
 AY1482                          SUPERSEDED SURVEY CONTROL
 AY1482
 AY1482.No superseded survey control is available for this station.
 AY1482
 AY1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT886172(NAD 83)
 AY1482_MARKER: I = METAL ROD
 AY1482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1482_SP_SET: STAINLESS STEEL ROD
 AY1482_STAMPING: D 1378 1981
 AY1482_MARK LOGO: NGS   
 AY1482_PROJECTION: RECESSED 6 CENTIMETERS
 AY1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1482_ROD/PIPE-DEPTH: 10.9 meters
 AY1482
 AY1482  HISTORY     - Date     Condition        Report By
 AY1482  HISTORY     - 1981     MONUMENTED       NGS
 AY1482  HISTORY     - 19951021 GOOD             USPSQD
 AY1482  HISTORY     - 20050521 GOOD             USPSQD
 AY1482
 AY1482                          STATION DESCRIPTION
 AY1482
 AY1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1482'1.2 KM (0.75 MI) NW FROM POTH.
 AY1482'1.2 KM (0.75 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE SOUTHERN
 AY1482'PACIFIC RAILROAD STATION IN POTH, AT THE JUNCTION OF FARM ROAD 427
 AY1482'EAST, 46.0 METERS (151 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AY1482'14.9 METERS (49.0 FT) NORTHWEST OF THE CENTERLINE OF THE FARM ROAD,
 AY1482'29.3 METERS (93.0 FT) NORTH OF THE TOP CENTER OF THE NORTHWEST
 AY1482'CONCRETE HEADWALL OF A 60-CM METAL PIPE CULVERT UNDER THE FARM ROAD,
 AY1482'3.5 METERS (11.5 FT) NORTHEAST OF A POWERLINE POLE WITH LINES CROSSING
 AY1482'THE HIGHWAY, 4.1 METERS (11.5 FT) NORTHEAST OF A CORNER FENCE POST,
 AY1482'0.3 METER (1.0 FT) SOUTHEAST OF A FENCE.
 AY1482'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 AY1482'THE MARK IS ABOVE LEVEL WITH THE FARM ROAD.
 AY1482
 AY1482                          STATION RECOVERY (1995)
 AY1482
 AY1482'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1482'RECOVERED IN GOOD CONDITION.
 AY1482
 AY1482                          STATION RECOVERY (2005)
 AY1482
 AY1482'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1536 ***********************************************************************
 AY1536  DESIGNATION -  D 1379
 AY1536  PID         -  AY1536
 AY1536  STATE/COUNTY-  TX/BEXAR
 AY1536  USGS QUAD   -  LONGHORN (1992)
 AY1536
 AY1536                         *CURRENT SURVEY CONTROL
 AY1536  ___________________________________________________________________
 AY1536* NAD 83(1986)-  29 32 10.     (N)    098 23 13.     (W)     SCALED    
 AY1536* NAVD 88     -       236.572  (meters)     776.15   (feet)  ADJUSTED  
 AY1536  ___________________________________________________________________
 AY1536  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AY1536  DYNAMIC HT  -         236.227 (meters)     775.02  (feet)  COMP
 AY1536  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 AY1536
 AY1536  VERT ORDER  -  FIRST     CLASS II
 AY1536
 AY1536.The horizontal coordinates were scaled from a topographic map and have
 AY1536.an estimated accuracy of +/- 6 seconds.
 AY1536
 AY1536.The orthometric height was determined by differential leveling
 AY1536.and adjusted by the National Geodetic Survey in June 1991..
 AY1536
 AY1536.The geoid height was determined by GEOID03.
 AY1536
 AY1536.The dynamic height is computed by dividing the NAVD 88
 AY1536.geopotential number by the normal gravity value computed on the
 AY1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1536.degrees latitude (g = 980.6199 gals.).
 AY1536
 AY1536.The modeled gravity was interpolated from observed gravity values.
 AY1536
 AY1536;                    North         East    Units  Estimated Accuracy
 AY1536;SPC TXSC     - 4,188,870.      659,420.      MT  (+/- 180 meters Scaled)
 AY1536
 AY1536                          SUPERSEDED SURVEY CONTROL
 AY1536
 AY1536.No superseded survey control is available for this station.
 AY1536
 AY1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT594675(NAD 83)
 AY1536_MARKER: I = METAL ROD
 AY1536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1536_SP_SET: STAINLESS STEEL ROD
 AY1536_STAMPING: D 1379 1980
 AY1536_MARK LOGO: NGS   
 AY1536_PROJECTION: RECESSED 3 CENTIMETERS
 AY1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1536_ROD/PIPE-DEPTH: 4.6  meters
 AY1536
 AY1536  HISTORY     - Date     Condition        Report By
 AY1536  HISTORY     - 1980     MONUMENTED       NGS
 AY1536  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY1536  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1536  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY1536
 AY1536                          STATION DESCRIPTION
 AY1536
 AY1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1536'11.3 KM (7.0 MI) SW FROM SELMA.
 AY1536'11.3 KM (7.0 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1536'35 FROM THE SOUTHWEST END OF THE BRIDGE OVER CIBOLO CREEK IN SELMA,
 AY1536'2.1 KM (1.3 MI) NORTHEAST ALONG THE INTERSTATE FROM THE JUNCTION OF
 AY1536'INTERSTATE 410 WEST, AT THE NON-COMMISSIONED OFFICERS ASSOCIATION,
 AY1536'26.8 METERS (88.0 FT) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 AY1536'21.6 METERS (71.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE NCOA
 AY1536'BUILDING, 0.3 METER (1.0 FT) NORTH OF WIRE SECURITY FENCE, 2.1 METERS
 AY1536'(7.0 FT) SOUTH OF THE SOUTH EDGE OF A 20 BY 10-METER CONCRETE SLAB,
 AY1536'18.1 METERS (59.3 FT) WEST OF A POWERLINE POLE, 8.5 METERS (28.0 FT)
 AY1536'SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER.  NOTE-ROD DRIVEN TO
 AY1536'REFUSAL.
 AY1536'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AY1536'THE MARK IS 0.3 M ABOVE THE ROAD.
 AY1536
 AY1536                          STATION RECOVERY (1987)
 AY1536
 AY1536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY1536'MARK NOT FOUND.
 AY1536
 AY1536                          STATION RECOVERY (1989)
 AY1536
 AY1536'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1536'MARK NOT FOUND.
 AY1536
 AY1536                          STATION RECOVERY (1999)
 AY1536
 AY1536'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1054 ***********************************************************************
 AH1054  DESIGNATION -  D 1380
 AH1054  PID         -  AH1054
 AH1054  STATE/COUNTY-  TX/NUECES
 AH1054  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1054
 AH1054                         *CURRENT SURVEY CONTROL
 AH1054  ___________________________________________________________________
 AH1054* NAD 83(1986)-  27 35 43.     (N)    097 47 24.     (W)     SCALED    
 AH1054* NAVD 88     -        18.639  (meters)      61.15   (feet)  ADJUSTED  
 AH1054  ___________________________________________________________________
 AH1054  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AH1054  DYNAMIC HT  -          18.611 (meters)      61.06  (feet)  COMP
 AH1054  MODELED GRAV-     979,103.3   (mgal)                       NAVD 88
 AH1054
 AH1054  VERT ORDER  -  FIRST     CLASS II
 AH1054
 AH1054.The horizontal coordinates were scaled from a topographic map and have
 AH1054.an estimated accuracy of +/- 6 seconds.
 AH1054
 AH1054.The orthometric height was determined by differential leveling
 AH1054.and adjusted by the National Geodetic Survey in June 1991..
 AH1054
 AH1054.The geoid height was determined by GEOID03.
 AH1054
 AH1054.The dynamic height is computed by dividing the NAVD 88
 AH1054.geopotential number by the normal gravity value computed on the
 AH1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1054.degrees latitude (g = 980.6199 gals.).
 AH1054
 AH1054.The modeled gravity was interpolated from observed gravity values.
 AH1054
 AH1054;                    North         East    Units  Estimated Accuracy
 AH1054;SPC TX S     - 5,213,880.      370,090.      MT  (+/- 180 meters Scaled)
 AH1054
 AH1054                          SUPERSEDED SURVEY CONTROL
 AH1054
 AH1054.No superseded survey control is available for this station.
 AH1054
 AH1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR194529(NAD 83)
 AH1054_MARKER: I = METAL ROD
 AH1054_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1054_SP_SET: STAINLESS STEEL ROD
 AH1054_STAMPING: D 1380 1981
 AH1054_MARK LOGO: NGS   
 AH1054_PROJECTION: FLUSH
 AH1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1054_ROD/PIPE-DEPTH: 7.3  meters
 AH1054
 AH1054  HISTORY     - Date     Condition        Report By
 AH1054  HISTORY     - 1981     MONUMENTED       NGS
 AH1054  HISTORY     - 20010331 GOOD             NGS
 AH1054
 AH1054                          STATION DESCRIPTION
 AH1054
 AH1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1054'1.7 KM (1.05 MI) NE FROM BISHOP.
 AH1054'1.7 KM (1.05 MI) NORTHEAST ALONG BUSINESS U.S. HIGHWAY 77 NORTHBOUND
 AH1054'FROM THE JUNCTION OF MAIN STREET IN BISHOP, AT THE JUNCTION OF FARM
 AH1054'ROAD 70 EAST AND AT THE SOUTH ENTRANCE DRIVE TO MR. GEORGE PLOCHEK
 AH1054'RESIDENCE, 51.2 METERS (168.0 FT) EAST OF THE CENTERLINE OF HIGHWAY
 AH1054'77, 11.9 METERS (39.0 FT) NORTH OF THE CENTERLINE OF THE FARM ROAD 70
 AH1054'EAST, 3.7 METERS (12.0 FT) WEST OF A PRIVATE DRIVE, 1.1 METERS
 AH1054'(3.7 FT) WEST OF A DOUBLE GUYED POWERLINE POLE, 28.7 METERS (94.0 FT)
 AH1054'EAST OF A GUYED POWERLINE POLE, 1.5 METERS (5.0 FT) EAST-SOUTHEAST OF
 AH1054'A CONCRETE RIGHT-OF-WAY MARKER, 3.7 METERS (12.0 FT) NORTH-NORTHEAST
 AH1054'OF THE WEST END OF A 60-CM (24-INCH) CONCRETE CULVERT, 25.3 METERS
 AH1054'(83.0 FT) EAST-NORTHEAST OF THE EAST END OF A TRIPLE CULVERT CONCRETE
 AH1054'HEADWALL.
 AH1054'THE MARK IS 1.10 METERS  W FROM A WITNESS POST.
 AH1054'THE MARK IS 0.15 M BELOW THE FARM ROAD.
 AH1054
 AH1054                          STATION RECOVERY (2001)
 AH1054
 AH1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1054'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1487 ***********************************************************************
 AY1487  DESIGNATION -  D 1381
 AY1487  PID         -  AY1487
 AY1487  STATE/COUNTY-  TX/WILSON
 AY1487  USGS QUAD   -  FLORESVILLE (1973)
 AY1487
 AY1487                         *CURRENT SURVEY CONTROL
 AY1487  ___________________________________________________________________
 AY1487* NAD 83(1986)-  29 08 00.     (N)    098 09 23.     (W)     SCALED    
 AY1487* NAVD 88     -       120.911  (meters)     396.69   (feet)  ADJUSTED  
 AY1487  ___________________________________________________________________
 AY1487  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AY1487  DYNAMIC HT  -         120.739 (meters)     396.12  (feet)  COMP
 AY1487  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 AY1487
 AY1487  VERT ORDER  -  FIRST     CLASS II
 AY1487
 AY1487.The horizontal coordinates were scaled from a topographic map and have
 AY1487.an estimated accuracy of +/- 6 seconds.
 AY1487
 AY1487.The orthometric height was determined by differential leveling
 AY1487.and adjusted by the National Geodetic Survey in June 1991..
 AY1487
 AY1487.The geoid height was determined by GEOID03.
 AY1487
 AY1487.The dynamic height is computed by dividing the NAVD 88
 AY1487.geopotential number by the normal gravity value computed on the
 AY1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1487.degrees latitude (g = 980.6199 gals.).
 AY1487
 AY1487.The modeled gravity was interpolated from observed gravity values.
 AY1487
 AY1487;                    North         East    Units  Estimated Accuracy
 AY1487;SPC TXSC     - 4,144,370.      682,080.      MT  (+/- 180 meters Scaled)
 AY1487
 AY1487                          SUPERSEDED SURVEY CONTROL
 AY1487
 AY1487.No superseded survey control is available for this station.
 AY1487
 AY1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT820230(NAD 83)
 AY1487_MARKER: I = METAL ROD
 AY1487_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1487_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1487_STAMPING: D 1381 1980
 AY1487_MARK LOGO: NGS   
 AY1487_PROJECTION: RECESSED 3 CENTIMETERS
 AY1487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1487+STABILITY: POSITION/ELEVATION WELL
 AY1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1487+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 AY1487_ROD/PIPE-DEPTH: 12.8 meters
 AY1487_SLEEVE-DEPTH  : 9.1 meters
 AY1487
 AY1487  HISTORY     - Date     Condition        Report By
 AY1487  HISTORY     - 1980     MONUMENTED       NGS
 AY1487  HISTORY     - 19951021 GOOD             USPSQD
 AY1487  HISTORY     - 20050819 GOOD             USPSQD
 AY1487
 AY1487                          STATION DESCRIPTION
 AY1487
 AY1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1487'IN FLORESVILLE.
 AY1487'IN FLORESVILLE, AT THE WILSON COUNTY PUBLIC LIBRARY, IN THE WEST LAWN
 AY1487'AND IN LINE WITH THE FIRST WINDOW NORTH OF THE WEST ENTRANCE TO THE
 AY1487'LIBRARY, 12.3 METERS (40.5 FT) EAST OF A NORTH-SOUTH CURB RUNNING
 AY1487'PARALLEL TO THE WEST FACE OF THE LIBRARY, 9.5 METERS (31.2 FT)
 AY1487'SOUTHWEST OF THE NORTHWEST CORNER OF THE LIBRARY, 6.9 METERS (22.7 FT)
 AY1487'NORTH OF THE EXTENDED CENTER OF THE DOOR AT THE WEST ENTRANCE TO THE
 AY1487'LIBRARY, 1.5 METERS (5.0 FT) WEST OF THE WEST FACE OF THE LIBRARY.
 AY1487'THE MARK IS ABOVE LEVEL WITH THE STREET.
 AY1487
 AY1487                          STATION RECOVERY (1995)
 AY1487
 AY1487'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1487'RECOVERED IN GOOD CONDITION.
 AY1487
 AY1487                          STATION RECOVERY (2005)
 AY1487
 AY1487'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1921 ***********************************************************************
 AN1921  DESIGNATION -  D 1382
 AN1921  PID         -  AN1921
 AN1921  STATE/COUNTY-  TX/BEE
 AN1921  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1921
 AN1921                         *CURRENT SURVEY CONTROL
 AN1921  ___________________________________________________________________
 AN1921* NAD 83(1986)-  28 25 59.     (N)    097 45 34.     (W)     SCALED    
 AN1921* NAVD 88     -        79.666  (meters)     261.37   (feet)  ADJUSTED  
 AN1921  ___________________________________________________________________
 AN1921  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN1921  DYNAMIC HT  -          79.547 (meters)     260.98  (feet)  COMP
 AN1921  MODELED GRAV-     979,154.7   (mgal)                       NAVD 88
 AN1921
 AN1921  VERT ORDER  -  FIRST     CLASS II
 AN1921
 AN1921.The horizontal coordinates were scaled from a topographic map and have
 AN1921.an estimated accuracy of +/- 6 seconds.
 AN1921
 AN1921.The orthometric height was determined by differential leveling
 AN1921.and adjusted by the National Geodetic Survey in June 1991..
 AN1921
 AN1921.The geoid height was determined by GEOID03.
 AN1921
 AN1921.The dynamic height is computed by dividing the NAVD 88
 AN1921.geopotential number by the normal gravity value computed on the
 AN1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1921.degrees latitude (g = 980.6199 gals.).
 AN1921
 AN1921.The modeled gravity was interpolated from observed gravity values.
 AN1921
 AN1921;                    North         East    Units  Estimated Accuracy
 AN1921;SPC TXSC     - 4,067,110.      721,530.      MT  (+/- 180 meters Scaled)
 AN1921
 AN1921                          SUPERSEDED SURVEY CONTROL
 AN1921
 AN1921.No superseded survey control is available for this station.
 AN1921
 AN1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS214458(NAD 83)
 AN1921_MARKER: I = METAL ROD
 AN1921_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1921_SP_SET: STAINLESS STEEL ROD
 AN1921_STAMPING: D 1382 1981
 AN1921_MARK LOGO: NGS   
 AN1921_PROJECTION: FLUSH
 AN1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1921_ROD/PIPE-DEPTH: 7.3  meters
 AN1921
 AN1921  HISTORY     - Date     Condition        Report By
 AN1921  HISTORY     - 1981     MONUMENTED       NGS
 AN1921  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1921
 AN1921                          STATION DESCRIPTION
 AN1921
 AN1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1921'3.9 KM (2.4 MI) NNW FROM BEEVILLE.
 AN1921'3.9 KM (2.4 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 181 BUSINESS FROM
 AN1921'THE COURTHOUSE IN BEEVILLE, AT THE JUNCTION OF FARM ROAD 3355,
 AN1921'15.5 METERS (51.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AN1921'8.5 METERS (28.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE SOUTH
 AN1921'ENTRANCE TO THE NINETEENTH HOLE COCKTAIL BAR AND LOUNGE, 47.8 METERS
 AN1921'(157 FT) NORTH-NORTHWEST OF THE NORTH ENTRANCE OF THE UNITED ROOFING
 AN1921'INC.  BUILDING, 4.4 METERS (14.5 FT) EAST-NORTHEAST OF A LIGHT POLE,
 AN1921'1.5 METERS (5.0 FT) SOUTH-SOUTHWEST OF A LARGE TELEPHONE POLE,
 AN1921'0.9 METER (3.0 FT) SOUTH-SOUTHEAST OF THE SOUTHERNMOST ONE OF SIX
 AN1921'BRICK PILLARS AT THE ENTRANCE TO THE BAR, 4.7 METERS (15.5 FT) EAST OF
 AN1921'THE EAST END OF A CHAIN LINK FENCE, 22.2 METERS (73.0 FT)
 AN1921'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BAR.  ROD WAS DRIVEN TO
 AN1921'REFUSAL.
 AN1921'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AN1921'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AN1921
 AN1921                          STATION RECOVERY (1996)
 AN1921
 AN1921'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0412 ***********************************************************************
 CE0412  DESIGNATION -  D 1383
 CE0412  PID         -  CE0412
 CE0412  STATE/COUNTY-  TX/EL PASO
 CE0412  USGS QUAD   -  FORT BLISS NE (1995)
 CE0412
 CE0412                         *CURRENT SURVEY CONTROL
 CE0412  ___________________________________________________________________
 CE0412* NAD 83(1986)-  31 56 17.     (N)    106 21 49.     (W)     SCALED    
 CE0412* NAVD 88     -      1213.826  (meters)    3982.36   (feet)  ADJUSTED  
 CE0412  ___________________________________________________________________
 CE0412  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CE0412  DYNAMIC HT  -        1211.980 (meters)    3976.30  (feet)  COMP
 CE0412  MODELED GRAV-     979,077.3   (mgal)                       NAVD 88
 CE0412
 CE0412  VERT ORDER  -  FIRST     CLASS II
 CE0412
 CE0412.The horizontal coordinates were scaled from a topographic map and have
 CE0412.an estimated accuracy of +/- 6 seconds.
 CE0412
 CE0412.The orthometric height was determined by differential leveling
 CE0412.and adjusted by the National Geodetic Survey in June 1991..
 CE0412
 CE0412.The geoid height was determined by GEOID03.
 CE0412
 CE0412.The dynamic height is computed by dividing the NAVD 88
 CE0412.geopotential number by the normal gravity value computed on the
 CE0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0412.degrees latitude (g = 980.6199 gals.).
 CE0412
 CE0412.The modeled gravity was interpolated from observed gravity values.
 CE0412
 CE0412;                    North         East    Units  Estimated Accuracy
 CE0412;SPC TX C     - 3,267,260.      130,070.      MT  (+/- 180 meters Scaled)
 CE0412
 CE0412                          SUPERSEDED SURVEY CONTROL
 CE0412
 CE0412.No superseded survey control is available for this station.
 CE0412
 CE0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR711343(NAD 83)
 CE0412_MARKER: I = METAL ROD
 CE0412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0412_SP_SET: STAINLESS STEEL ROD
 CE0412_STAMPING: D 1383 1980
 CE0412_MARK LOGO: NGS   
 CE0412_PROJECTION: FLUSH
 CE0412_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0412_ROD/PIPE-DEPTH: 9.8  meters
 CE0412
 CE0412  HISTORY     - Date     Condition        Report By
 CE0412  HISTORY     - 1980     MONUMENTED       NGS
 CE0412  HISTORY     - 19920429 GOOD             USGS
 CE0412
 CE0412                          STATION DESCRIPTION
 CE0412
 CE0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CE0412'8.2 KM (5.1 MI) SW FROM NEWMAN.
 CE0412'4.6 KM (2.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE NEW
 CE0412'MEXICO-TEXAS STATE LINE IN NEWMAN, THENCE 3.6 KM (2.25 MI) SOUTHWEST
 CE0412'ALONG A PAVED ROAD, 1 POLE SOUTHWEST OF RAILROAD MILEPOST 1311,
 CE0412'9.9 METERS (32.5 FT) SOUTHEAST OF THE CENTER OF THE PAVED ROAD,
 CE0412'12.5 METERS (41.1 FT) NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 CE0412'PACIFIC RAILROAD, AND 0.9 METER (3.0 FT) NORTHWEST OF A UTILITY POLE.
 CE0412'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 CE0412'THE MARK IS 0.3 M ABOVE THE ROAD.
 CE0412
 CE0412                          STATION RECOVERY (1992)
 CE0412
 CE0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0745 ***********************************************************************
 CE0745  DESIGNATION -  D 1384 RESET
 CE0745  PID         -  CE0745
 CE0745  STATE/COUNTY-  TX/EL PASO
 CE0745  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0745
 CE0745                         *CURRENT SURVEY CONTROL
 CE0745  ___________________________________________________________________
 CE0745* NAD 83(1986)-  31 49 25.     (N)    106 08 22.     (W)     SCALED    
 CE0745* NAVD 88     -      1242.811  (meters)    4077.46   (feet)  ADJUSTED  
 CE0745  ___________________________________________________________________
 CE0745  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CE0745  DYNAMIC HT  -        1240.929 (meters)    4071.28  (feet)  COMP
 CE0745  MODELED GRAV-     979,082.4   (mgal)                       NAVD 88
 CE0745
 CE0745  VERT ORDER  -  FIRST     CLASS I
 CE0745
 CE0745.The horizontal coordinates were scaled from a topographic map and have
 CE0745.an estimated accuracy of +/- 6 seconds.
 CE0745
 CE0745.The orthometric height was determined by differential leveling
 CE0745.and adjusted by the National Geodetic Survey in November 1996..
 CE0745
 CE0745.The geoid height was determined by GEOID03.
 CE0745
 CE0745.The dynamic height is computed by dividing the NAVD 88
 CE0745.geopotential number by the normal gravity value computed on the
 CE0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0745.degrees latitude (g = 980.6199 gals.).
 CE0745
 CE0745.The modeled gravity was interpolated from observed gravity values.
 CE0745
 CE0745;                    North         East    Units  Estimated Accuracy
 CE0745;SPC TX C     - 3,253,460.      150,570.      MT  (+/- 180 meters Scaled)
 CE0745
 CE0745                          SUPERSEDED SURVEY CONTROL
 CE0745
 CE0745.No superseded survey control is available for this station.
 CE0745
 CE0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR921214(NAD 83)
 CE0745_MARKER: I = METAL ROD
 CE0745_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0745_SP_SET: STAINLESS STEEL ROD
 CE0745_STAMPING: D 1384 RESET 1992
 CE0745_MARK LOGO: NGS   
 CE0745_PROJECTION: RECESSED 5 CENTIMETERS
 CE0745_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0745+STABILITY: POSITION/ELEVATION WELL
 CE0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0745+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CE0745_ROD/PIPE-DEPTH: 11.4 meters
 CE0745
 CE0745  HISTORY     - Date     Condition        Report By
 CE0745  HISTORY     - 1992     MONUMENTED       NGS
 CE0745
 CE0745                          STATION DESCRIPTION
 CE0745
 CE0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CE0745'27.4 KM (17.00 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0745'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 83.5 M (273.9 FT) EAST
 CE0745'OF THE EXTENDED CENTER OF OLEARY ROAD, 22.4 M (73.5 FT) SOUTH OF THE
 CE0745'HIGHWAY CENTERLINE, 2.4 M (7.9 FT) EAST OF A UTILITY POLE, 2.1 M
 CE0745'(6.9 FT) SOUTH OF THE CENTER OF A SAND ROAD, 0.4 M (1.3 FT) WEST OF A
 CE0745'WITNESS POST, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CE0745'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1893 ***********************************************************************
 AN1893  DESIGNATION -  D 1385
 AN1893  PID         -  AN1893
 AN1893  STATE/COUNTY-  TX/SAN PATRICIO
 AN1893  USGS QUAD   -  SINTON WEST (1979)
 AN1893
 AN1893                         *CURRENT SURVEY CONTROL
 AN1893  ___________________________________________________________________
 AN1893* NAD 83(1986)-  28 07 26.     (N)    097 34 16.     (W)     SCALED    
 AN1893* NAVD 88     -        26.627  (meters)      87.36   (feet)  ADJUSTED  
 AN1893  ___________________________________________________________________
 AN1893  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1893  DYNAMIC HT  -          26.586 (meters)      87.22  (feet)  COMP
 AN1893  MODELED GRAV-     979,136.4   (mgal)                       NAVD 88
 AN1893
 AN1893  VERT ORDER  -  FIRST     CLASS II
 AN1893
 AN1893.The horizontal coordinates were scaled from a topographic map and have
 AN1893.an estimated accuracy of +/- 6 seconds.
 AN1893
 AN1893.The orthometric height was determined by differential leveling
 AN1893.and adjusted by the National Geodetic Survey in June 1991..
 AN1893
 AN1893.The geoid height was determined by GEOID03.
 AN1893
 AN1893.The dynamic height is computed by dividing the NAVD 88
 AN1893.geopotential number by the normal gravity value computed on the
 AN1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1893.degrees latitude (g = 980.6199 gals.).
 AN1893
 AN1893.The modeled gravity was interpolated from observed gravity values.
 AN1893
 AN1893;                    North         East    Units  Estimated Accuracy
 AN1893;SPC TX S     - 5,272,590.      391,270.      MT  (+/- 180 meters Scaled)
 AN1893
 AN1893                          SUPERSEDED SURVEY CONTROL
 AN1893
 AN1893.No superseded survey control is available for this station.
 AN1893
 AN1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS403117(NAD 83)
 AN1893_MARKER: I = METAL ROD
 AN1893_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1893_SP_SET: STAINLESS STEEL ROD
 AN1893_STAMPING: D 1385 1981
 AN1893_MARK LOGO: NGS   
 AN1893_PROJECTION: RECESSED 6 CENTIMETERS
 AN1893_MAGNETIC: I = MARKER IS A STEEL ROD
 AN1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1893+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 AN1893_ROD/PIPE-DEPTH: 7.3  meters
 AN1893
 AN1893  HISTORY     - Date     Condition        Report By
 AN1893  HISTORY     - 1981     MONUMENTED       NGS
 AN1893  HISTORY     - 1987     GOOD             NGS
 AN1893  HISTORY     - 19950610 GOOD             USPSQD
 AN1893  HISTORY     - 19970210 GOOD             NGS
 AN1893
 AN1893                          STATION DESCRIPTION
 AN1893
 AN1893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1893'11.4 KM (7.15 MI) NW FROM SINTON.
 AN1893'11.4 KM (7.15 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE POST
 AN1893'OFFICE IN SINTON, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST
 AN1893'ACROSS THE SOUTHERN PACIFIC RAILROAD, APPROXIMATELY 200 METERS
 AN1893'EAST-SOUTHEAST OF A RADIO TOWER, 40.8 METERS (134 FT) NORTHEAST OF THE
 AN1893'CENTERLINE OF THE HIGHWAY, 14.3 METERS (47.0 FT) NORTHEAST OF THE
 AN1893'NORTHEAST RAIL, 58.8 METERS (193 FT) NORTH-NORTHWEST OF THE CENTER OF
 AN1893'THE TOP OF THE NORTHEAST END OF THE NORTHWEST WOODEN ABUTMENT OF A
 AN1893'RAILROAD BRIDGE, 12.8 METERS (42.0 FT) SOUTHEAST OF THE CENTER OF THE
 AN1893'ROAD AND A METAL GATE, 1.2 METERS (4.0 FT) NORTHEAST OF THE
 AN1893'SOUTHERNMOST ONE OF TWO FENCE LINE BRACE POSTS, 19.2 METERS (63.0 FT)
 AN1893'EAST-SOUTHEAST OF THE CENTER OF THE RAILROAD CROSSING, 0.3 METER
 AN1893'(1.0 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 AN1893'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AN1893'THE MARK IS 1.2 M BELOW THE TRACKS.
 AN1893
 AN1893                          STATION RECOVERY (1987)
 AN1893
 AN1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN1893'RECOVERED IN GOOD CONDITION.
 AN1893
 AN1893                          STATION RECOVERY (1995)
 AN1893
 AN1893'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1893'RECOVERED IN GOOD CONDITION.
 AN1893
 AN1893                          STATION RECOVERY (1997)
 AN1893
 AN1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1893'11.3 KM (7.00 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AN1893'JUNCTION OF STATE HIGHWAY 881 IN SINTON, 40.7 M (133.5 FT) NORTHEAST
 AN1893'OF THE HIGHWAY CENTERLINE, 15.0 M (49.2 FT) NORTHEAST OF THE CENTER OF
 AN1893'A RAILROAD GRADE (TRACK REMOVED) , 6.7 M (22.0 FT) SOUTHEAST OF THE
 AN1893'CENTER OF THE MOST SOUTHERLY OF 2 DRIVEWAYS, 0.9 M (3.0 FT) SOUTHEAST
 AN1893'OF A GATE POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3
 AN1893'SOUTHWEST OF A FENCE, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.
 AN1893'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1085 ***********************************************************************
 AH1085  DESIGNATION -  D 1387
 AH1085  PID         -  AH1085
 AH1085  STATE/COUNTY-  TX/KENEDY
 AH1085  USGS QUAD   -  TURCOTTE (1979)
 AH1085
 AH1085                         *CURRENT SURVEY CONTROL
 AH1085  ___________________________________________________________________
 AH1085* NAD 83(1986)-  27 04 37.     (N)    097 47 28.     (W)     SCALED    
 AH1085* NAVD 88     -        14.538  (meters)      47.70   (feet)  ADJUSTED  
 AH1085  ___________________________________________________________________
 AH1085  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AH1085  DYNAMIC HT  -          14.516 (meters)      47.62  (feet)  COMP
 AH1085  MODELED GRAV-     979,084.2   (mgal)                       NAVD 88
 AH1085
 AH1085  VERT ORDER  -  FIRST     CLASS II
 AH1085
 AH1085.The horizontal coordinates were scaled from a topographic map and have
 AH1085.an estimated accuracy of +/- 6 seconds.
 AH1085
 AH1085.The orthometric height was determined by differential leveling
 AH1085.and adjusted by the National Geodetic Survey in June 1991..
 AH1085
 AH1085.The geoid height was determined by GEOID03.
 AH1085
 AH1085.The dynamic height is computed by dividing the NAVD 88
 AH1085.geopotential number by the normal gravity value computed on the
 AH1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1085.degrees latitude (g = 980.6199 gals.).
 AH1085
 AH1085.The modeled gravity was interpolated from observed gravity values.
 AH1085
 AH1085;                    North         East    Units  Estimated Accuracy
 AH1085;SPC TX S     - 5,156,440.      370,310.      MT  (+/- 180 meters Scaled)
 AH1085
 AH1085                          SUPERSEDED SURVEY CONTROL
 AH1085
 AH1085.No superseded survey control is available for this station.
 AH1085
 AH1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ198955(NAD 83)
 AH1085_MARKER: I = METAL ROD
 AH1085_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1085_SP_SET: STAINLESS STEEL ROD
 AH1085_STAMPING: D 1387 1981
 AH1085_MARK LOGO: NGS   
 AH1085_PROJECTION: RECESSED 4 CENTIMETERS
 AH1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1085+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AH1085_ROD/PIPE-DEPTH: 6.7  meters
 AH1085
 AH1085  HISTORY     - Date     Condition        Report By
 AH1085  HISTORY     - 1981     MONUMENTED       NGS
 AH1085  HISTORY     - 20040202 GOOD             USPSQD
 AH1085
 AH1085                          STATION DESCRIPTION
 AH1085
 AH1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1085'16.4 KM (10.15 MI) SOUT FROM SARITA.
 AH1085'16.4 KM (10.15 MI) SOUTH ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM THE
 AH1085'JUNCTION OF A PAVED ROAD LEADING WEST TO THE POST OFFICE IN SARITA, AT
 AH1085'THE BEGINNING OF A LONG CURVE WESTWARD, AND THREE FENCE POSTS NORTH OF
 AH1085'THE HIGHEST POST ON SAND KNOLL, 28.0 METERS (92.0 FT) WEST OF THE
 AH1085'CENTERLINE OF THE HIGHWAY, 61.6 METERS (202 FT) NORTHWEST OF A DIVIDED
 AH1085'HIGHWAY ENDS SIGN, 96.0 METERS (315 FT) SOUTH OF A LARGE FENCE POST,
 AH1085'0.3 METER (1.0 FT) SOUTHEAST OF A FENCE LINE POST, 0.3 METER (1.0 FT)
 AH1085'EAST OF A FENCE.
 AH1085'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AH1085
 AH1085                          STATION RECOVERY (2004)
 AH1085
 AH1085'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1603 ***********************************************************************
 AY1603  DESIGNATION -  D 1388
 AY1603  PID         -  AY1603
 AY1603  STATE/COUNTY-  TX/MEDINA
 AY1603  USGS QUAD   -  D'HANIS (1970)
 AY1603
 AY1603                         *CURRENT SURVEY CONTROL
 AY1603  ___________________________________________________________________
 AY1603* NAD 83(1986)-  29 21 01.     (N)    099 21 55.     (W)     SCALED    
 AY1603* NAVD 88     -       312.611  (meters)    1025.62   (feet)  ADJUSTED  
 AY1603  ___________________________________________________________________
 AY1603  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AY1603  DYNAMIC HT  -         312.156 (meters)    1024.13  (feet)  COMP
 AY1603  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 AY1603
 AY1603  VERT ORDER  -  FIRST     CLASS II
 AY1603
 AY1603.The horizontal coordinates were scaled from a topographic map and have
 AY1603.an estimated accuracy of +/- 6 seconds.
 AY1603
 AY1603.The orthometric height was determined by differential leveling
 AY1603.and adjusted by the National Geodetic Survey in June 1991..
 AY1603
 AY1603.The geoid height was determined by GEOID03.
 AY1603
 AY1603.The dynamic height is computed by dividing the NAVD 88
 AY1603.geopotential number by the normal gravity value computed on the
 AY1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1603.degrees latitude (g = 980.6199 gals.).
 AY1603
 AY1603.The modeled gravity was interpolated from observed gravity values.
 AY1603
 AY1603;                    North         East    Units  Estimated Accuracy
 AY1603;SPC TXSC     - 4,168,170.      564,530.      MT  (+/- 180 meters Scaled)
 AY1603
 AY1603                          SUPERSEDED SURVEY CONTROL
 AY1603
 AY1603.No superseded survey control is available for this station.
 AY1603
 AY1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT645468(NAD 83)
 AY1603_MARKER: I = METAL ROD
 AY1603_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1603_SP_SET: STAINLESS STEEL ROD
 AY1603_STAMPING: D 1388 1982
 AY1603_MARK LOGO: NGS   
 AY1603_PROJECTION: RECESSED 5 CENTIMETERS
 AY1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1603_ROD/PIPE-DEPTH: 3.4  meters
 AY1603
 AY1603  HISTORY     - Date     Condition        Report By
 AY1603  HISTORY     - 1982     MONUMENTED       NGS
 AY1603  HISTORY     - 19970430 GOOD             USPSQD
 AY1603  HISTORY     - 20021029 GOOD             USPSQD
 AY1603
 AY1603                          STATION DESCRIPTION
 AY1603
 AY1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1603'11.3 KM (7.0 MI) ENE FROM SABINAL.
 AY1603'6.1 KM (3.8 MI) EAST NORTHEAST ALONG A GRAVEL ROAD (RAILROAD SERVICE
 AY1603'ROAD) (PARALLELS RAILROAD ON SOUTH SIDE), FROM THE CROSSING OF THE
 AY1603'SOUTHERN PACIFIC RAILROAD AND RANCH ROAD 187 IN SABINAL, THENCE AFTER
 AY1603'CROSSING NORTH OVER RAILROAD TRACKS, EAST NORTHEAST ALONG AN OILED
 AY1603'ROAD FOR 5.2 KM (3.2 MI), 0.24 KM (0.15 MI) NORTHEAST OF RAILROAD
 AY1603'MILEPOLE 273, AND AT THE OUTSIDE AND NORTHEAST END OF A SLIGHT CURVE
 AY1603'IN OILED ROAD, 9.1 METERS (30.0 FT) NORTHWEST OF AN OILED ROAD, AND
 AY1603'21.6 METERS (71.0 FT) SOUTHWEST OF A TRIPLE FORKED 51 CM (20 INCH) OAK
 AY1603'TREE.  NOTE, DRIVEN TO REFUSAL.
 AY1603'THE MARK IS 0.30 METERS  ENE FROM A WITNESS POST.
 AY1603'THE MARK IS 0.61 M BELOW ROAD.
 AY1603
 AY1603                          STATION RECOVERY (1997)
 AY1603
 AY1603'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1603'RECOVERED IN GOOD CONDITION.
 AY1603
 AY1603                          STATION RECOVERY (2002)
 AY1603
 AY1603'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0823 ***********************************************************************
 CD0823  DESIGNATION -  D 1389
 CD0823  PID         -  CD0823
 CD0823  STATE/COUNTY-  TX/CULBERSON
 CD0823  USGS QUAD   -  VAN HORN (1979)
 CD0823
 CD0823                         *CURRENT SURVEY CONTROL
 CD0823  ___________________________________________________________________
 CD0823* NAD 83(1986)-  31 02 07.     (N)    104 51 23.     (W)     SCALED    
 CD0823* NAVD 88     -      1257.626  (meters)    4126.06   (feet)  ADJUSTED  
 CD0823  ___________________________________________________________________
 CD0823  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0823  DYNAMIC HT  -        1255.640 (meters)    4119.55  (feet)  COMP
 CD0823  MODELED GRAV-     979,018.6   (mgal)                       NAVD 88
 CD0823
 CD0823  VERT ORDER  -  FIRST     CLASS II
 CD0823
 CD0823.The horizontal coordinates were scaled from a topographic map and have
 CD0823.an estimated accuracy of +/- 6 seconds.
 CD0823
 CD0823.The orthometric height was determined by differential leveling
 CD0823.and adjusted by the National Geodetic Survey in June 1991..
 CD0823
 CD0823.The geoid height was determined by GEOID03.
 CD0823
 CD0823.The dynamic height is computed by dividing the NAVD 88
 CD0823.geopotential number by the normal gravity value computed on the
 CD0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0823.degrees latitude (g = 980.6199 gals.).
 CD0823
 CD0823.The modeled gravity was interpolated from observed gravity values.
 CD0823
 CD0823;                    North         East    Units  Estimated Accuracy
 CD0823;SPC TX C     - 3,160,490.      268,360.      MT  (+/- 180 meters Scaled)
 CD0823
 CD0823                          SUPERSEDED SURVEY CONTROL
 CD0823
 CD0823.No superseded survey control is available for this station.
 CD0823
 CD0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ137335(NAD 83)
 CD0823_MARKER: DB = BENCH MARK DISK
 CD0823_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0823_SP_SET: PIER
 CD0823_STAMPING: D 1389 1981
 CD0823_MARK LOGO: NGS   
 CD0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0823+STABILITY: POSITION/ELEVATION WELL
 CD0823
 CD0823  HISTORY     - Date     Condition        Report By
 CD0823  HISTORY     - 1981     MONUMENTED       NGS
 CD0823  HISTORY     - 1981     GOOD             NGS
 CD0823  HISTORY     - 1981     GOOD             NGS
 CD0823  HISTORY     - 19970915 GOOD             USPSQD
 CD0823
 CD0823                          STATION DESCRIPTION
 CD0823
 CD0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0823'IN VAN HORN.
 CD0823'IN VAN HORN, AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND VICTORIO
 CD0823'DRIVE, SET VERTICALLY IN THE EAST FACE OF THE MOST NORTHERLY ONE
 CD0823'OF THREE PIERS OF THE EAST BOUND LANES OF THE HIGHWAY OVERPASS AND
 CD0823'8.5 METERS (27.9 FT) WEST OF THE CENTERLINE OF THE DRIVE.
 CD0823'THE MARK IS 1.4 M ABOVE THE DRIVE.
 CD0823
 CD0823                          STATION RECOVERY (1981)
 CD0823
 CD0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0823'RECOVERED IN GOOD CONDITION.
 CD0823
 CD0823                          STATION RECOVERY (1981)
 CD0823
 CD0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0823'RECOVERED IN GOOD CONDITION.
 CD0823
 CD0823                          STATION RECOVERY (1997)
 CD0823
 CD0823'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0026 ***********************************************************************
 FL0026  DESIGNATION -  D 139 RESET 1965
 FL0026  PID         -  FL0026
 FL0026  STATE/COUNTY-  TX/HEMPHILL
 FL0026  USGS QUAD   -  DADS CREEK (1967)
 FL0026
 FL0026                         *CURRENT SURVEY CONTROL
 FL0026  ___________________________________________________________________
 FL0026* NAD 83(1986)-  35 42 09.     (N)    100 22 30.     (W)     SCALED    
 FL0026* NAVD 88     -       801.58   (+/-2cm)    2629.9    (feet)  VERTCON   
 FL0026  ___________________________________________________________________
 FL0026  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FL0026
 FL0026  VERT ORDER  -  THIRD (See Below)
 FL0026
 FL0026.The horizontal coordinates were scaled from a topographic map and have
 FL0026.an estimated accuracy of +/- 6 seconds.
 FL0026
 FL0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0026.The vertical order pertains to the NGVD 29 superseded value.
 FL0026
 FL0026.The geoid height was determined by GEOID03.
 FL0026
 FL0026;                    North         East    Units  Estimated Accuracy
 FL0026;SPC TX N     - 1,189,450.      301,800.      MT  (+/- 180 meters Scaled)
 FL0026
 FL0026                          SUPERSEDED SURVEY CONTROL
 FL0026
 FL0026  NGVD 29 (01/29/03)  801.22   (m)         2628.7    (f) RESET       3  
 FL0026
 FL0026.Superseded values are not recommended for survey control.
 FL0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0026.See file dsdata.txt to determine how the superseded data were derived.
 FL0026
 FL0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE756518(NAD 83)
 FL0026_MARKER: DB = BENCH MARK DISK
 FL0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0026_STAMPING: D 139 RESET 1965
 FL0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0026+STABILITY: SURFACE MOTION
 FL0026
 FL0026  HISTORY     - Date     Condition        Report By
 FL0026  HISTORY     - 1965     MONUMENTED       CGS
 FL0026
 FL0026                          STATION DESCRIPTION
 FL0026
 FL0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FL0026'14.7 MI S FROM CANADIAN.
 FL0026'ABOUT 14.7 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE TRAFFIC LIGHT
 FL0026'AT MAIN STREET AND SECOND STREET IN CANADIAN TO SITE OF BENCH MARK, 70
 FL0026'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 255 FEET NORTH OF THE
 FL0026'CENTER OF A DRIVEWAY ENTRANCE WHICH IS ON THE WEST SIDE OF HIGHWAY, 87
 FL0026'FEET SOUTH-SOUTHWEST OF A T-FENCE CORNER, 193 FEET NORTHEAST OF THE
 FL0026'NORTHEAST CORNER OF A YARD FENCE AT A RANCH HOUSE, 1 FOOT NORTH OF A
 FL0026'METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT BASE STATION 405 +
 FL0026'73.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS
 FL0026'ABOUT 4 INCHES ABOVE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0607 ***********************************************************************
 CC0607  DESIGNATION -  D 1390
 CC0607  PID         -  CC0607
 CC0607  STATE/COUNTY-  TX/WARD
 CC0607  USGS QUAD   -  PYOTE EAST (1981)
 CC0607
 CC0607                         *CURRENT SURVEY CONTROL
 CC0607  ___________________________________________________________________
 CC0607* NAD 83(1986)-  31 32 00.     (N)    103 07 14.     (W)     SCALED    
 CC0607* NAVD 88     -       799.238  (meters)    2622.17   (feet)  ADJUSTED  
 CC0607  ___________________________________________________________________
 CC0607  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CC0607  DYNAMIC HT  -         798.102 (meters)    2618.44  (feet)  COMP
 CC0607  MODELED GRAV-     979,191.5   (mgal)                       NAVD 88
 CC0607
 CC0607  VERT ORDER  -  FIRST     CLASS II
 CC0607
 CC0607.The horizontal coordinates were scaled from a topographic map and have
 CC0607.an estimated accuracy of +/- 6 seconds.
 CC0607
 CC0607.The orthometric height was determined by differential leveling
 CC0607.and adjusted by the National Geodetic Survey in June 1991..
 CC0607
 CC0607.The geoid height was determined by GEOID03.
 CC0607
 CC0607.The dynamic height is computed by dividing the NAVD 88
 CC0607.geopotential number by the normal gravity value computed on the
 CC0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0607.degrees latitude (g = 980.6199 gals.).
 CC0607
 CC0607.The modeled gravity was interpolated from observed gravity values.
 CC0607
 CC0607;                    North         East    Units  Estimated Accuracy
 CC0607;SPC TX C     - 3,210,250.      435,350.      MT  (+/- 180 meters Scaled)
 CC0607
 CC0607                          SUPERSEDED SURVEY CONTROL
 CC0607
 CC0607.No superseded survey control is available for this station.
 CC0607
 CC0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ784902(NAD 83)
 CC0607_MARKER: I = METAL ROD
 CC0607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0607_SP_SET: STAINLESS STEEL ROD
 CC0607_STAMPING: D 1390 1981
 CC0607_MARK LOGO: NGS   
 CC0607_PROJECTION: FLUSH
 CC0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0607+STABILITY: POSITION/ELEVATION WELL
 CC0607_ROD/PIPE-DEPTH: 7.3  meters
 CC0607
 CC0607  HISTORY     - Date     Condition        Report By
 CC0607  HISTORY     - 1981     MONUMENTED       NGS
 CC0607
 CC0607                          STATION DESCRIPTION
 CC0607
 CC0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0607'24.5 KM (15.25 MI) SW FROM MONAHANS.
 CC0607'24.5 KM (15.25 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 CC0607'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, AND THE JUNCTION
 CC0607'OF STATE HIGHWAY 115, 22.6 METERS (74.2 FT) NORTH-NORTHWEST OF THE
 CC0607'NEAR RAIL, 18.6 METERS (61.0 FT) EAST-NORTHEAST OF THE CENTERLINE
 CC0607'OF STATE HIGHWAY 115, AND 1.7 METERS (5.6 FT) NORTH OF A UTILITY
 CC0607'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0607'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 CC0607'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0571 ***********************************************************************
 CC0571  DESIGNATION -  D 1391
 CC0571  PID         -  CC0571
 CC0571  STATE/COUNTY-  TX/REEVES
 CC0571  USGS QUAD   -  SAND LAKE (1981)
 CC0571
 CC0571                         *CURRENT SURVEY CONTROL
 CC0571  ___________________________________________________________________
 CC0571* NAD 83(1986)-  31 35 17.     (N)    103 31 47.     (W)     SCALED    
 CC0571* NAVD 88     -       800.993  (meters)    2627.92   (feet)  ADJUSTED  
 CC0571  ___________________________________________________________________
 CC0571  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 CC0571  DYNAMIC HT  -         799.821 (meters)    2624.08  (feet)  COMP
 CC0571  MODELED GRAV-     979,151.2   (mgal)                       NAVD 88
 CC0571
 CC0571  VERT ORDER  -  FIRST     CLASS II
 CC0571
 CC0571.The horizontal coordinates were scaled from a topographic map and have
 CC0571.an estimated accuracy of +/- 6 seconds.
 CC0571
 CC0571.The orthometric height was determined by differential leveling
 CC0571.and adjusted by the National Geodetic Survey in June 1991..
 CC0571
 CC0571.The geoid height was determined by GEOID03.
 CC0571
 CC0571.The dynamic height is computed by dividing the NAVD 88
 CC0571.geopotential number by the normal gravity value computed on the
 CC0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0571.degrees latitude (g = 980.6199 gals.).
 CC0571
 CC0571.The modeled gravity was interpolated from observed gravity values.
 CC0571
 CC0571;                    North         East    Units  Estimated Accuracy
 CC0571;SPC TX C     - 3,217,360.      396,680.      MT  (+/- 180 meters Scaled)
 CC0571
 CC0571                          SUPERSEDED SURVEY CONTROL
 CC0571
 CC0571.No superseded survey control is available for this station.
 CC0571
 CC0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ395957(NAD 83)
 CC0571_MARKER: I = METAL ROD
 CC0571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0571_SP_SET: STAINLESS STEEL ROD
 CC0571_STAMPING: D 1391 1981
 CC0571_MARK LOGO: NGS   
 CC0571_PROJECTION: FLUSH
 CC0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0571_ROD/PIPE-DEPTH: 14.6 meters
 CC0571
 CC0571  HISTORY     - Date     Condition        Report By
 CC0571  HISTORY     - 1981     MONUMENTED       NGS
 CC0571
 CC0571                          STATION DESCRIPTION
 CC0571
 CC0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0571'18.3 KM (11.4 MI) NORTH FROM PECOS.
 CC0571'18.3 KM (11.4 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0571'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0571'PECOS, 0.2 KM (0.1 MI) NORTH OF MILE POST 260, 33.8 METERS (111.0 FT)
 CC0571'WEST OF THE NEAR RAIL, 10.7 METERS (35.0 FT) SOUTH OF A FENCE CORNER,
 CC0571'10.1 METERS (33.0 FT) WEST OF THE CENTER OF FARM ROAD 1216, AND 5.2
 CC0571'METERS (17.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF A FIELD ROAD LEADING
 CC0571'SOUTHWEST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CC0571'CAP.
 CC0571'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CC0571'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0842 ***********************************************************************
 CD0842  DESIGNATION -  D 1392
 CD0842  PID         -  CD0842
 CD0842  STATE/COUNTY-  TX/HUDSPETH
 CD0842  USGS QUAD   -  MOLESWORTH MESA NORTH (1979)
 CD0842
 CD0842                         *CURRENT SURVEY CONTROL
 CD0842  ___________________________________________________________________
 CD0842* NAD 83(1986)-  31 47 08.     (N)    105 30 24.     (W)     SCALED    
 CD0842* NAVD 88     -      1333.009  (meters)    4373.38   (feet)  ADJUSTED  
 CD0842  ___________________________________________________________________
 CD0842  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0842  DYNAMIC HT  -        1330.969 (meters)    4366.69  (feet)  COMP
 CD0842  MODELED GRAV-     979,063.2   (mgal)                       NAVD 88
 CD0842
 CD0842  VERT ORDER  -  FIRST     CLASS II
 CD0842
 CD0842.The horizontal coordinates were scaled from a topographic map and have
 CD0842.an estimated accuracy of +/- 6 seconds.
 CD0842
 CD0842.The orthometric height was determined by differential leveling
 CD0842.and adjusted by the National Geodetic Survey in June 1991..
 CD0842
 CD0842.The geoid height was determined by GEOID03.
 CD0842
 CD0842.The dynamic height is computed by dividing the NAVD 88
 CD0842.geopotential number by the normal gravity value computed on the
 CD0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0842.degrees latitude (g = 980.6199 gals.).
 CD0842
 CD0842.The modeled gravity was interpolated from observed gravity values.
 CD0842
 CD0842;                    North         East    Units  Estimated Accuracy
 CD0842;SPC TX C     - 3,246,290.      210,210.      MT  (+/- 180 meters Scaled)
 CD0842
 CD0842                          SUPERSEDED SURVEY CONTROL
 CD0842
 CD0842.No superseded survey control is available for this station.
 CD0842
 CD0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR520167(NAD 83)
 CD0842_MARKER: I = METAL ROD
 CD0842_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0842+WITH SETTING: INFORMATION.
 CD0842_SP_SET: SHALLOW SET METAL ROD
 CD0842_STAMPING: D 1392 1981
 CD0842_MARK LOGO: NGS   
 CD0842_PROJECTION: FLUSH
 CD0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0842_ROD/PIPE-DEPTH: 2.4  meters
 CD0842
 CD0842  HISTORY     - Date     Condition        Report By
 CD0842  HISTORY     - 1981     MONUMENTED       NGS
 CD0842
 CD0842                          STATION DESCRIPTION
 CD0842
 CD0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0842'91.2 KM (56.65 MI) EAST FROM EL PASO.
 CD0842'91.2 KM (65.65 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0842'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0842'0.5 KM (0.3 MI) EAST OF A POWERLINE CROSSING, 15.4 METERS (50.4 FT)
 CD0842'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.5 METERS
 CD0842'(1.5 FT) SOUTH-SOUTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT
 CD0842'IS THROUGH A 5-INCH LOGO CAP.
 CD0842'THE MARK IS 0.5 METERS  SSW FROM  A WITNESS POST AND FENCE
 CD0842'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0385 ***********************************************************************
 CE0385  DESIGNATION -  D 1393
 CE0385  PID         -  CE0385
 CE0385  STATE/COUNTY-  TX/EL PASO
 CE0385  USGS QUAD   -  TORNILLO (1972)
 CE0385
 CE0385                         *CURRENT SURVEY CONTROL
 CE0385  ___________________________________________________________________
 CE0385* NAD 83(1986)-  31 24 58.     (N)    106 02 46.     (W)     SCALED    
 CE0385* NAVD 88     -      1088.263  (meters)    3570.41   (feet)  ADJUSTED  
 CE0385  ___________________________________________________________________
 CE0385  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0385  DYNAMIC HT  -        1086.566 (meters)    3564.84  (feet)  COMP
 CE0385  MODELED GRAV-     979,044.4   (mgal)                       NAVD 88
 CE0385
 CE0385  VERT ORDER  -  FIRST     CLASS II
 CE0385
 CE0385.The horizontal coordinates were scaled from a topographic map and have
 CE0385.an estimated accuracy of +/- 6 seconds.
 CE0385
 CE0385.The orthometric height was determined by differential leveling
 CE0385.and adjusted by the National Geodetic Survey in June 1991..
 CE0385
 CE0385.The geoid height was determined by GEOID03.
 CE0385
 CE0385.The dynamic height is computed by dividing the NAVD 88
 CE0385.geopotential number by the normal gravity value computed on the
 CE0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0385.degrees latitude (g = 980.6199 gals.).
 CE0385
 CE0385.The modeled gravity was interpolated from observed gravity values.
 CE0385
 CE0385;                    North         East    Units  Estimated Accuracy
 CE0385;SPC TX C     - 3,207,880.      157,080.      MT  (+/- 180 meters Scaled)
 CE0385
 CE0385                          SUPERSEDED SURVEY CONTROL
 CE0385
 CE0385.No superseded survey control is available for this station.
 CE0385
 CE0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ005761(NAD 83)
 CE0385_MARKER: I = METAL ROD
 CE0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0385_SP_SET: STAINLESS STEEL ROD
 CE0385_STAMPING: D 1393 1981
 CE0385_MARK LOGO: NGS   
 CE0385_PROJECTION: FLUSH
 CE0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0385_ROD/PIPE-DEPTH: 11.3 meters
 CE0385
 CE0385  HISTORY     - Date     Condition        Report By
 CE0385  HISTORY     - 1981     MONUMENTED       NGS
 CE0385  HISTORY     - 1990     GOOD             USPSQD
 CE0385
 CE0385                          STATION DESCRIPTION
 CE0385
 CE0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0385'13.8 KM (8.6 MI) SE FROM FABENS.
 CE0385'13.8 KM (8.6 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE POST
 CE0385'OFFICE IN FABENS, 0.2 KM (0.15 MI) NORTHWEST OF A ROADSIDE PARK,
 CE0385'15.6 METERS (51.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CE0385'6.5 METERS (21.3 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE
 CE0385'ROAD AND 3.4 METERS (11.0 FT) EAST-SOUTHEAST OF A UTILITY POLE.
 CE0385'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0385'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CE0385'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CE0385
 CE0385                          STATION RECOVERY (1990)
 CE0385
 CE0385'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CE0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0778 ***********************************************************************
 CD0778  DESIGNATION -  D 1394
 CD0778  PID         -  CD0778
 CD0778  STATE/COUNTY-  TX/HUDSPETH
 CD0778  USGS QUAD   -  ESPERANZA (1972)
 CD0778
 CD0778                         *CURRENT SURVEY CONTROL
 CD0778  ___________________________________________________________________
 CD0778* NAD 83(1986)-  31 10 20.     (N)    105 40 06.     (W)     SCALED    
 CD0778* NAVD 88     -      1106.907  (meters)    3631.58   (feet)  ADJUSTED  
 CD0778  ___________________________________________________________________
 CD0778  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CD0778  DYNAMIC HT  -        1105.177 (meters)    3625.90  (feet)  COMP
 CD0778  MODELED GRAV-     979,040.9   (mgal)                       NAVD 88
 CD0778
 CD0778  VERT ORDER  -  FIRST     CLASS II
 CD0778
 CD0778.The horizontal coordinates were scaled from a topographic map and have
 CD0778.an estimated accuracy of +/- 6 seconds.
 CD0778
 CD0778.The orthometric height was determined by differential leveling
 CD0778.and adjusted by the National Geodetic Survey in June 1991..
 CD0778
 CD0778.The geoid height was determined by GEOID03.
 CD0778
 CD0778.The dynamic height is computed by dividing the NAVD 88
 CD0778.geopotential number by the normal gravity value computed on the
 CD0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0778.degrees latitude (g = 980.6199 gals.).
 CD0778
 CD0778.The modeled gravity was interpolated from observed gravity values.
 CD0778
 CD0778;                    North         East    Units  Estimated Accuracy
 CD0778;SPC TX C     - 3,179,090.      191,660.      MT  (+/- 180 meters Scaled)
 CD0778
 CD0778                          SUPERSEDED SURVEY CONTROL
 CD0778
 CD0778.No superseded survey control is available for this station.
 CD0778
 CD0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ363488(NAD 83)
 CD0778_MARKER: I = METAL ROD
 CD0778_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0778_SP_SET: STAINLESS STEEL ROD
 CD0778_STAMPING: D 1394 1981
 CD0778_MARK LOGO: NGS   
 CD0778_PROJECTION: FLUSH
 CD0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0778+STABILITY: POSITION/ELEVATION WELL
 CD0778_ROD/PIPE-DEPTH: 7.6  meters
 CD0778
 CD0778  HISTORY     - Date     Condition        Report By
 CD0778  HISTORY     - 1981     MONUMENTED       NGS
 CD0778
 CD0778                          STATION DESCRIPTION
 CD0778
 CD0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0778'32.9 KM (20.45 MI) NW FROM SIERRA BLANCA.
 CD0778'6.3 KM (3.9 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CD0778'THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI) SOUTH
 CD0778'ALONG A GRAVELED ROAD, THENCE 26.5 KM (16.45 MI) NORTHWEST ALONG
 CD0778'INTERSTATE HIGHWAY 10, 31.9 METERS (104.5 FT) NORTH OF THE CENTERLINE
 CD0778'OF THE WEST BOUND LANES OF THE HIGHWAY AND 26.7 METERS (87.5 FT)
 CD0778'NORTH-NORTHWEST OF MILEPOST 87.  NOTE=ACCESS TO THE DATUM POINT
 CD0778'IS THROUGH A 5-INCH LOGO CAP.
 CD0778'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0778'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0856 ***********************************************************************
 CD0856  DESIGNATION -  D 1395
 CD0856  PID         -  CD0856
 CD0856  STATE/COUNTY-  TX/CULBERSON
 CD0856  USGS QUAD   -  WILD HORSE (1979)
 CD0856
 CD0856                         *CURRENT SURVEY CONTROL
 CD0856  ___________________________________________________________________
 CD0856* NAD 83(1986)-  31 02 47.     (N)    104 40 57.     (W)     SCALED    
 CD0856* NAVD 88     -      1176.167  (meters)    3858.81   (feet)  ADJUSTED  
 CD0856  ___________________________________________________________________
 CD0856  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0856  DYNAMIC HT  -        1174.332 (meters)    3852.79  (feet)  COMP
 CD0856  MODELED GRAV-     979,040.0   (mgal)                       NAVD 88
 CD0856
 CD0856  VERT ORDER  -  FIRST     CLASS II
 CD0856
 CD0856.The horizontal coordinates were scaled from a topographic map and have
 CD0856.an estimated accuracy of +/- 6 seconds.
 CD0856
 CD0856.The orthometric height was determined by differential leveling
 CD0856.and adjusted by the National Geodetic Survey in June 1991..
 CD0856
 CD0856.The geoid height was determined by GEOID03.
 CD0856
 CD0856.The dynamic height is computed by dividing the NAVD 88
 CD0856.geopotential number by the normal gravity value computed on the
 CD0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0856.degrees latitude (g = 980.6199 gals.).
 CD0856
 CD0856.The modeled gravity was interpolated from observed gravity values.
 CD0856
 CD0856;                    North         East    Units  Estimated Accuracy
 CD0856;SPC TX C     - 3,161,060.      284,990.      MT  (+/- 180 meters Scaled)
 CD0856
 CD0856                          SUPERSEDED SURVEY CONTROL
 CD0856
 CD0856.No superseded survey control is available for this station.
 CD0856
 CD0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ302347(NAD 83)
 CD0856_MARKER: I = METAL ROD
 CD0856_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0856+WITH SETTING: INFORMATION.
 CD0856_SP_SET: SHALLOW SET METAL ROD
 CD0856_STAMPING: D 1395 1981
 CD0856_MARK LOGO: NGS   
 CD0856_PROJECTION: FLUSH
 CD0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0856_ROD/PIPE-DEPTH: 2.1  meters
 CD0856
 CD0856  HISTORY     - Date     Condition        Report By
 CD0856  HISTORY     - 1981     MONUMENTED       NGS
 CD0856  HISTORY     - 1990     GOOD             USPSQD
 CD0856
 CD0856                          STATION DESCRIPTION
 CD0856
 CD0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0856'14.5 KM (9.0 MI) EAST FROM VAN HORN.
 CD0856'14.5 KM (9.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0856'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 43.9 METERS (144.0 FT)
 CD0856'SOUTH-SOUTHWEST AND ACROSS THE FRONTAGE ROAD FROM MILE POST 149,
 CD0856'AND 15.2 METERS (49.8 FT) SOUTH OF THE CENTER OF A FRONTAGE ROAD.
 CD0856'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0856'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CD0856'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 CD0856
 CD0856                          STATION RECOVERY (1990)
 CD0856
 CD0856'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0884 ***********************************************************************
 CD0884  DESIGNATION -  D 1396
 CD0884  PID         -  CD0884
 CD0884  STATE/COUNTY-  TX/CULBERSON
 CD0884  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0884
 CD0884                         *CURRENT SURVEY CONTROL
 CD0884  ___________________________________________________________________
 CD0884* NAD 83(1986)-  31 03 44.     (N)    104 16 50.     (W)     SCALED    
 CD0884* NAVD 88     -      1307.234  (meters)    4288.82   (feet)  ADJUSTED  
 CD0884  ___________________________________________________________________
 CD0884  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 CD0884  DYNAMIC HT  -        1305.191 (meters)    4282.11  (feet)  COMP
 CD0884  MODELED GRAV-     979,032.1   (mgal)                       NAVD 88
 CD0884
 CD0884  VERT ORDER  -  FIRST     CLASS II
 CD0884
 CD0884.The horizontal coordinates were scaled from a topographic map and have
 CD0884.an estimated accuracy of +/- 6 seconds.
 CD0884
 CD0884.The orthometric height was determined by differential leveling
 CD0884.and adjusted by the National Geodetic Survey in June 1991..
 CD0884
 CD0884.The geoid height was determined by GEOID03.
 CD0884
 CD0884.The dynamic height is computed by dividing the NAVD 88
 CD0884.geopotential number by the normal gravity value computed on the
 CD0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0884.degrees latitude (g = 980.6199 gals.).
 CD0884
 CD0884.The modeled gravity was interpolated from observed gravity values.
 CD0884
 CD0884;                    North         East    Units  Estimated Accuracy
 CD0884;SPC TX C     - 3,161,390.      323,390.      MT  (+/- 180 meters Scaled)
 CD0884
 CD0884                          SUPERSEDED SURVEY CONTROL
 CD0884
 CD0884.No superseded survey control is available for this station.
 CD0884
 CD0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ686367(NAD 83)
 CD0884_MARKER: DB = BENCH MARK DISK
 CD0884_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0884_SP_SET: BRIDGE PIER
 CD0884_STAMPING: D 1396 1981
 CD0884_MARK LOGO: NGS   
 CD0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0884+STABILITY: POSITION/ELEVATION WELL
 CD0884
 CD0884  HISTORY     - Date     Condition        Report By
 CD0884  HISTORY     - 1981     MONUMENTED       NGS
 CD0884
 CD0884                          STATION DESCRIPTION
 CD0884
 CD0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0884'6.1 KM (3.8 MI) WEST FROM KENT.
 CD0884'6.1 KM (3.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0884'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, SET
 CD0884'VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY ONE OF THREE
 CD0884'PIERS OF THE EAST BOUND LANES OF THE OVERPASS AT HURDS DRAW ROAD
 CD0884'(EXIT 173), AND 6.5 METERS (21.4 FT) WEST OF THE CENTER OF THE
 CD0884'ROAD.
 CD0884'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0585 ***********************************************************************
 CC0585  DESIGNATION -  D 1397
 CC0585  PID         -  CC0585
 CC0585  STATE/COUNTY-  TX/REEVES
 CC0585  USGS QUAD   -  GOZAR (1970)
 CC0585
 CC0585                         *CURRENT SURVEY CONTROL
 CC0585  ___________________________________________________________________
 CC0585* NAD 83(1986)-  31 11 34.     (N)    103 56 22.     (W)     SCALED    
 CC0585* NAVD 88     -      1020.672  (meters)    3348.65   (feet)  ADJUSTED  
 CC0585  ___________________________________________________________________
 CC0585  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CC0585  DYNAMIC HT  -        1019.154 (meters)    3343.67  (feet)  COMP
 CC0585  MODELED GRAV-     979,118.8   (mgal)                       NAVD 88
 CC0585
 CC0585  VERT ORDER  -  FIRST     CLASS II
 CC0585
 CC0585.The horizontal coordinates were scaled from a topographic map and have
 CC0585.an estimated accuracy of +/- 6 seconds.
 CC0585
 CC0585.The orthometric height was determined by differential leveling
 CC0585.and adjusted by the National Geodetic Survey in June 1991..
 CC0585
 CC0585.The geoid height was determined by GEOID03.
 CC0585
 CC0585.The dynamic height is computed by dividing the NAVD 88
 CC0585.geopotential number by the normal gravity value computed on the
 CC0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0585.degrees latitude (g = 980.6199 gals.).
 CC0585
 CC0585.The modeled gravity was interpolated from observed gravity values.
 CC0585
 CC0585;                    North         East    Units  Estimated Accuracy
 CC0585;SPC TX C     - 3,174,750.      356,400.      MT  (+/- 180 meters Scaled)
 CC0585
 CC0585                          SUPERSEDED SURVEY CONTROL
 CC0585
 CC0585.No superseded survey control is available for this station.
 CC0585
 CC0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ010514(NAD 83)
 CC0585_MARKER: I = METAL ROD
 CC0585_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0585+WITH SETTING: INFORMATION.
 CC0585_SP_SET: SHALLOW SET METAL ROD
 CC0585_STAMPING: D 1397 1981
 CC0585_MARK LOGO: NGS   
 CC0585_PROJECTION: FLUSH
 CC0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0585_ROD/PIPE-DEPTH: 2.7  meters
 CC0585
 CC0585  HISTORY     - Date     Condition        Report By
 CC0585  HISTORY     - 1981     MONUMENTED       NGS
 CC0585  HISTORY     - 19901117 GOOD             USPSQD
 CC0585
 CC0585                          STATION DESCRIPTION
 CC0585
 CC0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0585'19.7 KM (12.25 MI) SW FROM TOYAH.
 CC0585'19.7 KM (12.25 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0585'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 1.0 KM (0.6 MI) SOUTHWEST
 CC0585'OF MILE POST 11, 0.6 KM (0.4 MI) NORTHEAST OF MILE POST 10, 0.6 KM
 CC0585'(0.4 MI) NORTHEAST OF A GRAVELED ROAD LEADING NORTHWEST AND A
 CC0585'POWERLINE CROSSING, 62.2 METERS (204.0 FT) WEST-SOUTHWEST OF AND
 CC0585'ACROSS A FRONTAGE ROAD FROM THE SOUTHWEST CORNER OF A MULTI-BOX
 CC0585'CULVERT, AND 8.2 METERS (27.0 FT) NORTH-WEST OF THE CENTER OF A
 CC0585'FRONTAGE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0585'LOGO CAP.
 CC0585'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST AND FENCE
 CC0585'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CC0585
 CC0585                          STATION RECOVERY (1990)
 CC0585
 CC0585'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CC0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0342 ***********************************************************************
 BQ0342  DESIGNATION -  D 1398
 BQ0342  PID         -  BQ0342
 BQ0342  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0342  USGS QUAD   -  CHISPA (1972)
 BQ0342
 BQ0342                         *CURRENT SURVEY CONTROL
 BQ0342  ___________________________________________________________________
 BQ0342* NAD 83(1986)-  30 44 36.     (N)    104 41 44.     (W)     SCALED    
 BQ0342* NAVD 88     -      1245.291  (meters)    4085.59   (feet)  ADJUSTED  
 BQ0342  ___________________________________________________________________
 BQ0342  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 BQ0342  DYNAMIC HT  -        1243.292 (meters)    4079.03  (feet)  COMP
 BQ0342  MODELED GRAV-     978,992.8   (mgal)                       NAVD 88
 BQ0342
 BQ0342  VERT ORDER  -  FIRST     CLASS II
 BQ0342
 BQ0342.The horizontal coordinates were scaled from a topographic map and have
 BQ0342.an estimated accuracy of +/- 6 seconds.
 BQ0342
 BQ0342.The orthometric height was determined by differential leveling
 BQ0342.and adjusted by the National Geodetic Survey in June 1991..
 BQ0342
 BQ0342.The geoid height was determined by GEOID03.
 BQ0342
 BQ0342.The dynamic height is computed by dividing the NAVD 88
 BQ0342.geopotential number by the normal gravity value computed on the
 BQ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0342.degrees latitude (g = 980.6199 gals.).
 BQ0342
 BQ0342.The modeled gravity was interpolated from observed gravity values.
 BQ0342
 BQ0342;                    North         East    Units  Estimated Accuracy
 BQ0342;SPC TX C     - 3,127,540.      282,430.      MT  (+/- 180 meters Scaled)
 BQ0342
 BQ0342                          SUPERSEDED SURVEY CONTROL
 BQ0342
 BQ0342.No superseded survey control is available for this station.
 BQ0342
 BQ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ291011(NAD 83)
 BQ0342_MARKER: I = METAL ROD
 BQ0342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0342_SP_SET: STAINLESS STEEL ROD
 BQ0342_STAMPING: D 1398 1981
 BQ0342_MARK LOGO: NGS   
 BQ0342_PROJECTION: FLUSH
 BQ0342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0342+STABILITY: POSITION/ELEVATION WELL
 BQ0342_ROD/PIPE-DEPTH: 7.3  meters
 BQ0342
 BQ0342  HISTORY     - Date     Condition        Report By
 BQ0342  HISTORY     - 1981     MONUMENTED       NGS
 BQ0342  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0342
 BQ0342                          STATION DESCRIPTION
 BQ0342
 BQ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0342'25.1 KM (15.6 MI) NW FROM VALENTINE.
 BQ0342'25.1 KM (15.6 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0342'IN VALENTINE, 1.3 KM (0.8 MI) SOUTHEAST OF THE JUNCTION OF FARM ROAD
 BQ0342'2017, 38.5 METERS (126.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 BQ0342'HIGHWAY, 10.0 METERS (32.8 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0342'SOUTHERN PACIFIC RAILROAD, AND 7.3 METERS (24.0 FT) WEST OF RAILROAD
 BQ0342'MILE POST 684.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BQ0342'LOGO CAP.  REFUSAL WAS REACHED 24.0 FT.
 BQ0342'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BQ0342'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0342
 BQ0342                          STATION RECOVERY (1996)
 BQ0342
 BQ0342'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0366 ***********************************************************************
 BQ0366  DESIGNATION -  D 1399
 BQ0366  PID         -  BQ0366
 BQ0366  STATE/COUNTY-  TX/PRESIDIO
 BQ0366  USGS QUAD   -  MARFA (1983)
 BQ0366
 BQ0366                         *CURRENT SURVEY CONTROL
 BQ0366  ___________________________________________________________________
 BQ0366* NAD 83(1986)-  30 18 26.     (N)    104 01 44.     (W)     SCALED    
 BQ0366* NAVD 88     -      1431.119  (meters)    4695.26   (feet)  ADJUSTED  
 BQ0366  ___________________________________________________________________
 BQ0366  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BQ0366  DYNAMIC HT  -        1428.729 (meters)    4687.42  (feet)  COMP
 BQ0366  MODELED GRAV-     978,921.5   (mgal)                       NAVD 88
 BQ0366
 BQ0366  VERT ORDER  -  FIRST     CLASS II
 BQ0366
 BQ0366.The horizontal coordinates were scaled from a topographic map and have
 BQ0366.an estimated accuracy of +/- 6 seconds.
 BQ0366
 BQ0366.The orthometric height was determined by differential leveling
 BQ0366.and adjusted by the National Geodetic Survey in June 1991..
 BQ0366
 BQ0366.The geoid height was determined by GEOID03.
 BQ0366
 BQ0366.The dynamic height is computed by dividing the NAVD 88
 BQ0366.geopotential number by the normal gravity value computed on the
 BQ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0366.degrees latitude (g = 980.6199 gals.).
 BQ0366
 BQ0366.The modeled gravity was interpolated from observed gravity values.
 BQ0366
 BQ0366;                    North         East    Units  Estimated Accuracy
 BQ0366;SPC TXSC     - 4,284,580.      116,430.      MT  (+/- 180 meters Scaled)
 BQ0366
 BQ0366                          SUPERSEDED SURVEY CONTROL
 BQ0366
 BQ0366.No superseded survey control is available for this station.
 BQ0366
 BQ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP933532(NAD 83)
 BQ0366_MARKER: I = METAL ROD
 BQ0366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0366_SP_SET: STAINLESS STEEL ROD
 BQ0366_STAMPING: D 1399 1981
 BQ0366_MARK LOGO: NGS   
 BQ0366_PROJECTION: FLUSH
 BQ0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0366+STABILITY: POSITION/ELEVATION WELL
 BQ0366_ROD/PIPE-DEPTH: 7.3  meters
 BQ0366
 BQ0366  HISTORY     - Date     Condition        Report By
 BQ0366  HISTORY     - 1981     MONUMENTED       NGS
 BQ0366  HISTORY     - 1990     GOOD             USPSQD
 BQ0366  HISTORY     - 19961009 GOOD             USPSQD
 BQ0366
 BQ0366                          STATION DESCRIPTION
 BQ0366
 BQ0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0366'IN MARFA.
 BQ0366'IN MARFA, AT THE JUNCTION OF U.S. HIGHWAY 90 AND RIDGE STREET, AT THE
 BQ0366'NORTHWEST CORNER OF A CHAINLINK FENCE AROUND THE TEXAS HIGHWAY
 BQ0366'DEPARTMENT MAINTENANCE YARD, 25.2 METERS (82.8 FT) SOUTH-SOUTHEAST OF
 BQ0366'THE CENTERLINE OF THE HIGHWAY, 11.4 METERS (37.3 FT) EAST-NORTHEAST OF
 BQ0366'THE CENTER OF THE STREET, 0.9 METER (3.0 FT) NORTHEAST OF THE
 BQ0366'NORTHWEST CORNER OF THE FENCE, AND 0.3 METER (1.0 FT) NORTH-NORTHWEST
 BQ0366'OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 24.0 FT.  ACCESS TO THE DATUM
 BQ0366'POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0366'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0366
 BQ0366                          STATION RECOVERY (1990)
 BQ0366
 BQ0366'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0366'RECOVERED IN GOOD CONDITION.
 BQ0366
 BQ0366                          STATION RECOVERY (1996)
 BQ0366
 BQ0366'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0540 ***********************************************************************
 CU0540  DESIGNATION -  D 14
 CU0540  PID         -  CU0540
 CU0540  STATE/COUNTY-  TX/MITCHELL
 CU0540  USGS QUAD   -  WESTBROOK (1978)
 CU0540
 CU0540                         *CURRENT SURVEY CONTROL
 CU0540  ___________________________________________________________________
 CU0540* NAD 83(1986)-  32 21 10.     (N)    101 00 48.     (W)     SCALED    
 CU0540* NAVD 88     -       650.694  (meters)    2134.82   (feet)  ADJUSTED  
 CU0540  ___________________________________________________________________
 CU0540  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CU0540  DYNAMIC HT  -         649.822 (meters)    2131.96  (feet)  COMP
 CU0540  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 CU0540
 CU0540  VERT ORDER  -  FIRST     CLASS II
 CU0540
 CU0540.The horizontal coordinates were scaled from a topographic map and have
 CU0540.an estimated accuracy of +/- 6 seconds.
 CU0540
 CU0540.The orthometric height was determined by differential leveling
 CU0540.and adjusted by the National Geodetic Survey in June 1991..
 CU0540
 CU0540.The geoid height was determined by GEOID03.
 CU0540
 CU0540.The dynamic height is computed by dividing the NAVD 88
 CU0540.geopotential number by the normal gravity value computed on the
 CU0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0540.degrees latitude (g = 980.6199 gals.).
 CU0540
 CU0540.The modeled gravity was interpolated from observed gravity values.
 CU0540
 CU0540;                    North         East    Units  Estimated Accuracy
 CU0540;SPC TXNC     - 2,078,910.      363,460.      MT  (+/- 180 meters Scaled)
 CU0540
 CU0540                          SUPERSEDED SURVEY CONTROL
 CU0540
 CU0540  NGVD 29 (??/??/92)  650.477  (m)         2134.11   (f) ADJ UNCH    1 2
 CU0540
 CU0540.Superseded values are not recommended for survey control.
 CU0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0540.See file dsdata.txt to determine how the superseded data were derived.
 CU0540
 CU0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA105813(NAD 83)
 CU0540_MARKER: Z = SEE DESCRIPTION
 CU0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0540+STABILITY: SURFACE MOTION
 CU0540
 CU0540  HISTORY     - Date     Condition        Report By
 CU0540  HISTORY     - UNK      MONUMENTED       CGS
 CU0540  HISTORY     - 1956     GOOD             NGS
 CU0540  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0540
 CU0540                          STATION DESCRIPTION
 CU0540
 CU0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0540'0.15 MI W FROM WESTBROOK.
 CU0540'0.15 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CU0540'FOREMANS HOUSE AT WESTBROOK, 71 FEET SOUTHWEST OF THE EXTENDED CENTER
 CU0540'LINE OF A GRADED DIRT ROAD LEADING NORTHWEST, 43 FEET NORTHWEST OF THE
 CU0540'NORTHWEST RAIL OF THE MAIN TRACK, 82 FEET NORTHWEST OF THE 7TH POLE
 CU0540'SOUTHWEST OF MILEPOST 485, 25 FEET NORTHEAST OF THE NORTHEAST CORNER
 CU0540'OF AN ABANDONED SEMAPHORE BASE, 66 FEET NORTH OF THE STATION SIGN AT
 CU0540'WESTBROOK, 32 FEET WEST OF A TELEPHONE POLE, ON THE TOP OF A LIMESTONE
 CU0540'POST WHICH IS 1.0 FOOT BELOW THE TOP OF THE GROUND.
 CU0540
 CU0540                          STATION RECOVERY (1982)
 CU0540
 CU0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0193 ***********************************************************************
 EN0193  DESIGNATION -  D 140
 EN0193  PID         -  EN0193
 EN0193  STATE/COUNTY-  TX/HALL
 EN0193  USGS QUAD   -  PARNELL (1985)
 EN0193
 EN0193                         *CURRENT SURVEY CONTROL
 EN0193  ___________________________________________________________________
 EN0193* NAD 83(1986)-  34 31 35.     (N)    100 36 08.     (W)     SCALED    
 EN0193* NAVD 88     -       592.887  (meters)    1945.16   (feet)  ADJUSTED  
 EN0193  ___________________________________________________________________
 EN0193  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 EN0193  DYNAMIC HT  -         592.210 (meters)    1942.94  (feet)  COMP
 EN0193  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 EN0193
 EN0193  VERT ORDER  -  FIRST     CLASS II
 EN0193
 EN0193.The horizontal coordinates were scaled from a topographic map and have
 EN0193.an estimated accuracy of +/- 6 seconds.
 EN0193
 EN0193.The orthometric height was determined by differential leveling
 EN0193.and adjusted by the National Geodetic Survey in June 1991..
 EN0193
 EN0193.The geoid height was determined by GEOID03.
 EN0193
 EN0193.The dynamic height is computed by dividing the NAVD 88
 EN0193.geopotential number by the normal gravity value computed on the
 EN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0193.degrees latitude (g = 980.6199 gals.).
 EN0193
 EN0193.The modeled gravity was interpolated from observed gravity values.
 EN0193
 EN0193;                    North         East    Units  Estimated Accuracy
 EN0193;SPC TX N     - 1,058,770.      282,430.      MT  (+/- 180 meters Scaled)
 EN0193
 EN0193                          SUPERSEDED SURVEY CONTROL
 EN0193
 EN0193  NGVD 29 (??/??/92)  592.609  (m)         1944.25   (f) ADJ UNCH    1 2
 EN0193
 EN0193.Superseded values are not recommended for survey control.
 EN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0193.See file dsdata.txt to determine how the superseded data were derived.
 EN0193
 EN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD529216(NAD 83)
 EN0193_MARKER: DB = BENCH MARK DISK
 EN0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0193_STAMPING: 1944.251 D 140 1933
 EN0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0193+STABILITY: SURFACE MOTION
 EN0193
 EN0193  HISTORY     - Date     Condition        Report By
 EN0193  HISTORY     - 1933     MONUMENTED       CGS
 EN0193  HISTORY     - 1934     GOOD             NGS
 EN0193  HISTORY     - 1982     POOR             USGS
 EN0193
 EN0193                          STATION DESCRIPTION
 EN0193
 EN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0193'10.4 MI SW FROM ESTELLINE.
 EN0193'10.4 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0193'THE STATION AT ESTELLINE, HALL COUNTY, ABOUT 23 RAILS WEST OF THE
 EN0193'SWITCH STAND AT THE EAST END OF THE SIDING AT PARNELL, AT STATION
 EN0193'529+00 (MILEAGE 247.07), ABOUT 11 RAILS EAST OF THE SIGNBOARD AT THE
 EN0193'PARNELL CROSSING, AND 62 FEET SOUTH OF THE SOUTH TRACK.  A STANDARD
 EN0193'DISK, STAMPED 1944.251 D 140 1933 AND SET IN THE TOP OF A CONCRETE
 EN0193'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 EN0193
 EN0193                          STATION RECOVERY (1934)
 EN0193
 EN0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0193'RECOVERED IN GOOD CONDITION.
 EN0193
 EN0193                          STATION RECOVERY (1982)
 EN0193
 EN0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EN0193'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0223 ***********************************************************************
 BB0223  DESIGNATION -  D 1400
 BB0223  PID         -  BB0223
 BB0223  STATE/COUNTY-  TX/PRESIDIO
 BB0223  USGS QUAD   -  CIENEGUITA (1983)
 BB0223
 BB0223                         *CURRENT SURVEY CONTROL
 BB0223  ___________________________________________________________________
 BB0223* NAD 83(1986)-  29 56 35.     (N)    104 15 04.     (W)     SCALED    
 BB0223* NAVD 88     -      1411.701  (meters)    4631.56   (feet)  ADJUSTED  
 BB0223  ___________________________________________________________________
 BB0223  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BB0223  DYNAMIC HT  -        1409.312 (meters)    4623.72  (feet)  COMP
 BB0223  MODELED GRAV-     978,900.5   (mgal)                       NAVD 88
 BB0223
 BB0223  VERT ORDER  -  FIRST     CLASS II
 BB0223
 BB0223.The horizontal coordinates were scaled from a topographic map and have
 BB0223.an estimated accuracy of +/- 6 seconds.
 BB0223
 BB0223.The orthometric height was determined by differential leveling
 BB0223.and adjusted by the National Geodetic Survey in June 1991..
 BB0223
 BB0223.The geoid height was determined by GEOID03.
 BB0223
 BB0223.The dynamic height is computed by dividing the NAVD 88
 BB0223.geopotential number by the normal gravity value computed on the
 BB0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0223.degrees latitude (g = 980.6199 gals.).
 BB0223
 BB0223.The modeled gravity was interpolated from observed gravity values.
 BB0223
 BB0223;                    North         East    Units  Estimated Accuracy
 BB0223;SPC TXSC     - 4,245,200.       93,260.      MT  (+/- 180 meters Scaled)
 BB0223
 BB0223                          SUPERSEDED SURVEY CONTROL
 BB0223
 BB0223.No superseded survey control is available for this station.
 BB0223
 BB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP722127(NAD 83)
 BB0223_MARKER: DB = BENCH MARK DISK
 BB0223_SETTING: 66 = SET IN ROCK OUTCROP
 BB0223_SP_SET: ROCK OUTCROP
 BB0223_STAMPING: D 1400 1981
 BB0223_MARK LOGO: NGS   
 BB0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0223+STABILITY: POSITION/ELEVATION WELL
 BB0223
 BB0223  HISTORY     - Date     Condition        Report By
 BB0223  HISTORY     - 1981     MONUMENTED       NGS
 BB0223  HISTORY     - 19961010 GOOD             USPSQD
 BB0223
 BB0223                          STATION DESCRIPTION
 BB0223
 BB0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0223'15.6 KM (9.7 MI) NE FROM SHAFTER.
 BB0223'15.6 KM (9.7 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0223'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.2 KM (0.1 MI)
 BB0223'NORTHEAST OF THE NORTHEAST END OF A CURVE, AT THE NORTHEAST END OF
 BB0223'A CUTBANK, AT A POWERLINE CROSSING, IN THE TOP CENTER OF A 5X5 FOOT
 BB0223'EXPOSED AREA OF ROCK OUTCROPPING FLUSH WITH THE GROUND, 76.8 METERS
 BB0223'(252.0 FT) SOUTHWEST AND ACROSS THE HIGHWAY FROM POST NUMBER 84 WITH
 BB0223'SIGN (67), 12.7 METERS (41.6 FT) NORTH-NORTHWEST OF A FENCE, AND
 BB0223'10.6 METERS (34.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 BB0223'HIGHWAY.
 BB0223'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BB0223'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BB0223
 BB0223                          STATION RECOVERY (1996)
 BB0223
 BB0223'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0248 ***********************************************************************
 BB0248  DESIGNATION -  D 1401
 BB0248  PID         -  BB0248
 BB0248  STATE/COUNTY-  TX/PRESIDIO
 BB0248  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0248
 BB0248                         *CURRENT SURVEY CONTROL
 BB0248  ___________________________________________________________________
 BB0248* NAD 83(1986)-  29 33 27.     (N)    104 23 31.     (W)     SCALED    
 BB0248* NAVD 88     -       783.386  (meters)    2570.16   (feet)  ADJUSTED  
 BB0248  ___________________________________________________________________
 BB0248  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 BB0248  DYNAMIC HT  -         782.114 (meters)    2565.99  (feet)  COMP
 BB0248  MODELED GRAV-     978,994.4   (mgal)                       NAVD 88
 BB0248
 BB0248  VERT ORDER  -  FIRST     CLASS II
 BB0248
 BB0248.The horizontal coordinates were scaled from a topographic map and have
 BB0248.an estimated accuracy of +/- 6 seconds.
 BB0248
 BB0248.The orthometric height was determined by differential leveling
 BB0248.and adjusted by the National Geodetic Survey in June 1991..
 BB0248
 BB0248.The geoid height was determined by GEOID03.
 BB0248
 BB0248.The dynamic height is computed by dividing the NAVD 88
 BB0248.geopotential number by the normal gravity value computed on the
 BB0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0248.degrees latitude (g = 980.6199 gals.).
 BB0248
 BB0248.The modeled gravity was interpolated from observed gravity values.
 BB0248
 BB0248;                    North         East    Units  Estimated Accuracy
 BB0248;SPC TXSC     - 4,203,130.       77,710.      MT  (+/- 180 meters Scaled)
 BB0248
 BB0248                          SUPERSEDED SURVEY CONTROL
 BB0248
 BB0248.No superseded survey control is available for this station.
 BB0248
 BB0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN589699(NAD 83)
 BB0248_MARKER: I = METAL ROD
 BB0248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BB0248_SP_SET: STAINLESS STEEL ROD
 BB0248_STAMPING: D 1401 1981
 BB0248_MARK LOGO: NGS   
 BB0248_PROJECTION: FLUSH
 BB0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0248+STABILITY: POSITION/ELEVATION WELL
 BB0248_ROD/PIPE-DEPTH: 20.4 meters
 BB0248
 BB0248  HISTORY     - Date     Condition        Report By
 BB0248  HISTORY     - 1981     MONUMENTED       NGS
 BB0248
 BB0248                          STATION DESCRIPTION
 BB0248
 BB0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0248'2.1 KM (1.3 MI) WEST FROM PRESIDIO.
 BB0248'2.1 KM (1.3 MI) WEST ALONG U.S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0248'WITH FARM ROAD 170 IN PRESIDIO, AT THE U.S. CUSTOMS, IMMIGRATION
 BB0248'AND NATURALIZATION BORDER CHECK STATION, 29.3 METERS (96.0 FT)
 BB0248'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.4 METERS
 BB0248'(79.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 4.3
 BB0248'METERS (14.0 FT) WEST OF THE CENTER OF THE WEST GATE OF A CHAINLINK
 BB0248'FENCE, AND 0.4 METER (1.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 BB0248'THE FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BB0248'CAP.
 BB0248'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BB0248'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0711 ***********************************************************************
 BP0711  DESIGNATION -  D 1402
 BP0711  PID         -  BP0711
 BP0711  STATE/COUNTY-  TX/BREWSTER
 BP0711  USGS QUAD   -  ELAM MOUNTAIN (1972)
 BP0711
 BP0711                         *CURRENT SURVEY CONTROL
 BP0711  ___________________________________________________________________
 BP0711* NAD 83(1986)-  30 22 41.     (N)    103 32 28.     (W)     SCALED    
 BP0711* NAVD 88     -      1342.127  (meters)    4403.30   (feet)  ADJUSTED  
 BP0711  ___________________________________________________________________
 BP0711  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 BP0711  DYNAMIC HT  -        1339.937 (meters)    4396.11  (feet)  COMP
 BP0711  MODELED GRAV-     978,962.7   (mgal)                       NAVD 88
 BP0711
 BP0711  VERT ORDER  -  FIRST     CLASS II
 BP0711
 BP0711.The horizontal coordinates were scaled from a topographic map and have
 BP0711.an estimated accuracy of +/- 6 seconds.
 BP0711
 BP0711.The orthometric height was determined by differential leveling
 BP0711.and adjusted by the National Geodetic Survey in June 1991..
 BP0711
 BP0711.The geoid height was determined by GEOID03.
 BP0711
 BP0711.The dynamic height is computed by dividing the NAVD 88
 BP0711.geopotential number by the normal gravity value computed on the
 BP0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0711.degrees latitude (g = 980.6199 gals.).
 BP0711
 BP0711.The modeled gravity was interpolated from observed gravity values.
 BP0711
 BP0711;                    North         East    Units  Estimated Accuracy
 BP0711;SPC TXSC     - 4,290,510.      163,610.      MT  (+/- 180 meters Scaled)
 BP0711
 BP0711                          SUPERSEDED SURVEY CONTROL
 BP0711
 BP0711.No superseded survey control is available for this station.
 BP0711
 BP0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP401615(NAD 83)
 BP0711_MARKER: I = METAL ROD
 BP0711_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0711_SP_SET: STAINLESS STEEL ROD
 BP0711_STAMPING: D 1402 1981
 BP0711_MARK LOGO: NGS   
 BP0711_PROJECTION: FLUSH
 BP0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0711_ROD/PIPE-DEPTH: 5.8  meters
 BP0711
 BP0711  HISTORY     - Date     Condition        Report By
 BP0711  HISTORY     - 1981     MONUMENTED       NGS
 BP0711
 BP0711                          STATION DESCRIPTION
 BP0711
 BP0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0711'13.2 KM (8.2 MI) EAST FROM ALPINE.
 BP0711'5.1 KM (3.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0711'THE RAILROAD STATION IN ALPINE, THENCE 8.1 KM (5.05 MI) EASTERLY ALONG
 BP0711'U.S. HIGHWAY 90, 0.4 KM (0.25 MI) SOUTHEAST OF A SMALL BRIDGE, 17.4
 BP0711'METERS (57.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 BP0711'2.7 METERS (8.9 FT) EAST-SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO
 BP0711'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0711'THE MARK IS 0.3 METERS  NNE FROM  A FENCE AND WITNESS POST
 BP0711'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0735 ***********************************************************************
 BP0735  DESIGNATION -  D 1403
 BP0735  PID         -  BP0735
 BP0735  STATE/COUNTY-  TX/BREWSTER
 BP0735  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0735
 BP0735                         *CURRENT SURVEY CONTROL
 BP0735  ___________________________________________________________________
 BP0735* NAD 83(1986)-  30 12 45.     (N)    103 06 58.     (W)     SCALED    
 BP0735* NAVD 88     -      1245.750  (meters)    4087.10   (feet)  ADJUSTED  
 BP0735  ___________________________________________________________________
 BP0735  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BP0735  DYNAMIC HT  -        1243.720 (meters)    4080.44  (feet)  COMP
 BP0735  MODELED GRAV-     978,969.0   (mgal)                       NAVD 88
 BP0735
 BP0735  VERT ORDER  -  FIRST     CLASS II
 BP0735
 BP0735.The horizontal coordinates were scaled from a topographic map and have
 BP0735.an estimated accuracy of +/- 6 seconds.
 BP0735
 BP0735.The orthometric height was determined by differential leveling
 BP0735.and adjusted by the National Geodetic Survey in June 1991..
 BP0735
 BP0735.The geoid height was determined by GEOID03.
 BP0735
 BP0735.The dynamic height is computed by dividing the NAVD 88
 BP0735.geopotential number by the normal gravity value computed on the
 BP0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0735.degrees latitude (g = 980.6199 gals.).
 BP0735
 BP0735.The modeled gravity was interpolated from observed gravity values.
 BP0735
 BP0735;                    North         East    Units  Estimated Accuracy
 BP0735;SPC TXSC     - 4,270,660.      203,790.      MT  (+/- 180 meters Scaled)
 BP0735
 BP0735                          SUPERSEDED SURVEY CONTROL
 BP0735
 BP0735.No superseded survey control is available for this station.
 BP0735
 BP0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP813438(NAD 83)
 BP0735_MARKER: I = METAL ROD
 BP0735_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0735_SP_SET: STAINLESS STEEL ROD
 BP0735_STAMPING: D 1403 1981
 BP0735_MARK LOGO: NGS   
 BP0735_PROJECTION: FLUSH
 BP0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0735_ROD/PIPE-DEPTH: 3.4  meters
 BP0735
 BP0735  HISTORY     - Date     Condition        Report By
 BP0735  HISTORY     - 1981     MONUMENTED       NGS
 BP0735  HISTORY     - 20010331 GOOD             NGS
 BP0735
 BP0735                          STATION DESCRIPTION
 BP0735
 BP0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0735'12.7 KM (7.9 MI) EAST FROM MARATHON.
 BP0735'12.7 KM (7.9 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0735'IN MARATHON, 29.0 METERS (95.1 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 BP0735'CORNER OF A MULTI-BOX CULVERT, 18.0 METERS (59.1 FT) SOUTH OF THE
 BP0735'CENTERLINE OF THE HIGHWAY AND 5.2 METERS (17.1 FT) WEST OF A FIELD
 BP0735'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BP0735'CAP.
 BP0735'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0735'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BP0735
 BP0735                          STATION RECOVERY (2001)
 BP0735
 BP0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0735'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1091 ***********************************************************************
 AJ1091  DESIGNATION -  D 1404
 AJ1091  PID         -  AJ1091
 AJ1091  STATE/COUNTY-  TX/WEBB
 AJ1091  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ1091
 AJ1091                         *CURRENT SURVEY CONTROL
 AJ1091  ___________________________________________________________________
 AJ1091* NAD 83(1986)-  27 27 59.     (N)    099 28 42.     (W)     SCALED    
 AJ1091* NAVD 88     -       130.994  (meters)     429.77   (feet)  ADJUSTED  
 AJ1091  ___________________________________________________________________
 AJ1091  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AJ1091  DYNAMIC HT  -         130.787 (meters)     429.09  (feet)  COMP
 AJ1091  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 AJ1091
 AJ1091  VERT ORDER  -  FIRST     CLASS II
 AJ1091
 AJ1091.The horizontal coordinates were scaled from a topographic map and have
 AJ1091.an estimated accuracy of +/- 6 seconds.
 AJ1091
 AJ1091.The orthometric height was determined by differential leveling
 AJ1091.and adjusted by the National Geodetic Survey in June 1991..
 AJ1091
 AJ1091.The geoid height was determined by GEOID03.
 AJ1091
 AJ1091.The dynamic height is computed by dividing the NAVD 88
 AJ1091.geopotential number by the normal gravity value computed on the
 AJ1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1091.degrees latitude (g = 980.6199 gals.).
 AJ1091
 AJ1091.The modeled gravity was interpolated from observed gravity values.
 AJ1091
 AJ1091;                    North         East    Units  Estimated Accuracy
 AJ1091;SPC TX S     - 5,199,770.      203,310.      MT  (+/- 180 meters Scaled)
 AJ1091
 AJ1091                          SUPERSEDED SURVEY CONTROL
 AJ1091
 AJ1091.No superseded survey control is available for this station.
 AJ1091
 AJ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR527381(NAD 83)
 AJ1091_MARKER: I = METAL ROD
 AJ1091_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1091_SP_SET: STAINLESS STEEL ROD
 AJ1091_STAMPING: D 1404 1981
 AJ1091_MARK LOGO: NGS   
 AJ1091_PROJECTION: FLUSH
 AJ1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1091+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 AJ1091_ROD/PIPE-DEPTH: 3.5  meters
 AJ1091
 AJ1091  HISTORY     - Date     Condition        Report By
 AJ1091  HISTORY     - 1981     MONUMENTED       NGS
 AJ1091  HISTORY     - 1988     GOOD             USPSQD
 AJ1091  HISTORY     - 20020502 GOOD             USPSQD
 AJ1091
 AJ1091                          STATION DESCRIPTION
 AJ1091
 AJ1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1091'4.5 KM (2.8 MI) SOUTH FROM LAREDO.
 AJ1091'4.5 KM (2.8 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 AJ1091'TEXAS MEXICAN RAILROAD BRIDGE OVER HIGHWAY 83, IN LAREDO, AT THE
 AJ1091'ENTRANCE TO SACRED HEARTS CHILDRENS HOME AND PRIVATE ROAD LEADING
 AJ1091'WEST, ALSO IN LINE WITH OVERHEAD POWERLINES WHICH CROSS HIGHWAY,
 AJ1091'18.3 METERS (60.0 FT) WEST OF CENTERLINE OF HIGHWAY 83 SOUTHBOUND,
 AJ1091'26.8 METERS (88.0 FT) SOUTH OF CENTER OF IRON GATE AND PRIVATE
 AJ1091'ENTRANCE, 0.43 METERS (1.4 FT) EAST OF A 1.5 METERS (5.O FT) HIGH
 AJ1091'SECURITY FENCE, 0.95 METERS (3.1 FT) NORTH OF A GUYED POWERLINE POLE
 AJ1091'NUMBER 413, AND 1.5 METERS (5.0 FT) NORTH OF A TELEPHONE JUNCTION BOX,
 AJ1091'NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED IN HARD SANDSTONE.
 AJ1091'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 AJ1091'THE MARK IS 0.15 M BELOW HIGHWAY.
 AJ1091
 AJ1091                          STATION RECOVERY (1988)
 AJ1091
 AJ1091'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ1091'RECOVERED IN GOOD CONDITION.
 AJ1091
 AJ1091                          STATION RECOVERY (2002)
 AJ1091
 AJ1091'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1083 ***********************************************************************
 AJ1083  DESIGNATION -  D 1405
 AJ1083  PID         -  AJ1083
 AJ1083  STATE/COUNTY-  TX/WEBB
 AJ1083  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ1083
 AJ1083                         *CURRENT SURVEY CONTROL
 AJ1083  ___________________________________________________________________
 AJ1083* NAD 83(1986)-  27 20 31.     (N)    099 26 44.     (W)     SCALED    
 AJ1083* NAVD 88     -       124.918  (meters)     409.84   (feet)  ADJUSTED  
 AJ1083  ___________________________________________________________________
 AJ1083  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AJ1083  DYNAMIC HT  -         124.719 (meters)     409.18  (feet)  COMP
 AJ1083  MODELED GRAV-     979,053.3   (mgal)                       NAVD 88
 AJ1083
 AJ1083  VERT ORDER  -  FIRST     CLASS II
 AJ1083
 AJ1083.The horizontal coordinates were scaled from a topographic map and have
 AJ1083.an estimated accuracy of +/- 6 seconds.
 AJ1083
 AJ1083.The orthometric height was determined by differential leveling
 AJ1083.and adjusted by the National Geodetic Survey in June 1991..
 AJ1083
 AJ1083.The geoid height was determined by GEOID03.
 AJ1083
 AJ1083.The dynamic height is computed by dividing the NAVD 88
 AJ1083.geopotential number by the normal gravity value computed on the
 AJ1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1083.degrees latitude (g = 980.6199 gals.).
 AJ1083
 AJ1083.The modeled gravity was interpolated from observed gravity values.
 AJ1083
 AJ1083;                    North         East    Units  Estimated Accuracy
 AJ1083;SPC TX S     - 5,185,960.      206,440.      MT  (+/- 180 meters Scaled)
 AJ1083
 AJ1083                          SUPERSEDED SURVEY CONTROL
 AJ1083
 AJ1083.No superseded survey control is available for this station.
 AJ1083
 AJ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR559243(NAD 83)
 AJ1083_MARKER: DB = BENCH MARK DISK
 AJ1083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ1083_SP_SET: WINGWALL
 AJ1083_STAMPING: D 1405 1981
 AJ1083_MARK LOGO: NGS   
 AJ1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1083
 AJ1083  HISTORY     - Date     Condition        Report By
 AJ1083  HISTORY     - 1981     MONUMENTED       NGS
 AJ1083
 AJ1083                          STATION DESCRIPTION
 AJ1083
 AJ1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1083'19.6 KM (12.15 MI) SOUT FROM LAREDO.
 AJ1083'19.6 KM (12.15 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1083'THE TEXAS MEXICAN RAILROAD OVERPASS (NEAR GUADELUPE STREET) SET IN THE
 AJ1083'NORTHEAST WINGWALL AT THE NORTH END OF A LARGE THREE CHANNEL BOX
 AJ1083'CULVERT UNDER THE HIGHWAY, 8.0 METERS (26.1 FT) NORHTEAST OF THE
 AJ1083'CENTERLINE OF THE HIGHWAY, AND 0.91 METERS (3.0 FT) NORTH NORTHEAST OF
 AJ1083'THE NORTH CORNER OF THE CULVERT.
 AJ1083'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1116 ***********************************************************************
 AJ1116  DESIGNATION -  D 1405 X
 AJ1116  PID         -  AJ1116
 AJ1116  STATE/COUNTY-  TX/WEBB
 AJ1116  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ1116
 AJ1116                         *CURRENT SURVEY CONTROL
 AJ1116  ___________________________________________________________________
 AJ1116* NAD 83(1986)-  27 52 46.     (N)    099 28 19.     (W)     SCALED    
 AJ1116* NAVD 88     -       245.658  (meters)     805.96   (feet)  ADJUSTED  
 AJ1116  ___________________________________________________________________
 AJ1116  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AJ1116  DYNAMIC HT  -         245.275 (meters)     804.71  (feet)  COMP
 AJ1116  MODELED GRAV-     979,082.1   (mgal)                       NAVD 88
 AJ1116
 AJ1116  VERT ORDER  -  FIRST     CLASS II
 AJ1116
 AJ1116.The horizontal coordinates were scaled from a topographic map and have
 AJ1116.an estimated accuracy of +/- 6 seconds.
 AJ1116
 AJ1116.The orthometric height was determined by differential leveling
 AJ1116.and adjusted by the National Geodetic Survey in June 1991..
 AJ1116
 AJ1116.The geoid height was determined by GEOID03.
 AJ1116
 AJ1116.The dynamic height is computed by dividing the NAVD 88
 AJ1116.geopotential number by the normal gravity value computed on the
 AJ1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1116.degrees latitude (g = 980.6199 gals.).
 AJ1116
 AJ1116.The modeled gravity was interpolated from observed gravity values.
 AJ1116
 AJ1116;                    North         East    Units  Estimated Accuracy
 AJ1116;SPC TX S     - 5,245,540.      204,290.      MT  (+/- 180 meters Scaled)
 AJ1116
 AJ1116                          SUPERSEDED SURVEY CONTROL
 AJ1116
 AJ1116.No superseded survey control is available for this station.
 AJ1116
 AJ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR535839(NAD 83)
 AJ1116_MARKER: I = METAL ROD
 AJ1116_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1116+WITH SETTING: INFORMATION.
 AJ1116_SP_SET: SHALLOW SET METAL ROD
 AJ1116_STAMPING: D 1405 X 1982
 AJ1116_MARK LOGO: NGS   
 AJ1116_PROJECTION: FLUSH
 AJ1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1116+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AJ1116_ROD/PIPE-DEPTH: 2.9  meters
 AJ1116
 AJ1116  HISTORY     - Date     Condition        Report By
 AJ1116  HISTORY     - 1982     MONUMENTED       NGS
 AJ1116  HISTORY     - 20020326 GOOD             USPSQD
 AJ1116
 AJ1116                          STATION DESCRIPTION
 AJ1116
 AJ1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1116'14.5 KM (9.0 MI) NORTH FROM WEBB.
 AJ1116'14.5 KM (9.0 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1116'INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, AT A DIRT ROAD LEADING EAST
 AJ1116'TO JUSTAPOR RANCH, AND AT AN EAST WEST OVERHEAD POWER LINES CROSSING
 AJ1116'HIGHWAY, 18.1 METERS (59.5 FT) EAST OF CENTERLINE OF THE HIGHWAY,
 AJ1116'27.1 METERS (89.0 FT) SOUTH OF CENTER OF A METAL GATE AND DIRT ROAD,
 AJ1116'AND 0.30 METERS (1.0 FT) WEST OF A FENCE LINE.  NOTE, ROD DRIVEN TO
 AJ1116'REFUSAL, DATUM POINT IS STAMPED D 1405.
 AJ1116'THE MARK IS 0.15 M BELOW HIGHWAY.
 AJ1116
 AJ1116                          STATION RECOVERY (2002)
 AJ1116
 AJ1116'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1180 ***********************************************************************
 AB1180  DESIGNATION -  D 1406
 AB1180  PID         -  AB1180
 AB1180  STATE/COUNTY-  TX/CAMERON
 AB1180  USGS QUAD   -  HARLINGEN (1983)
 AB1180
 AB1180                         *CURRENT SURVEY CONTROL
 AB1180  ___________________________________________________________________
 AB1180* NAD 83(1986)-  26 11 21.     (N)    097 41 41.     (W)     SCALED    
 AB1180* NAVD 88     -        12.256  (meters)      40.21   (feet)  ADJUSTED  
 AB1180  ___________________________________________________________________
 AB1180  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AB1180  DYNAMIC HT  -          12.236 (meters)      40.14  (feet)  COMP
 AB1180  MODELED GRAV-     979,034.1   (mgal)                       NAVD 88
 AB1180
 AB1180  VERT ORDER  -  FIRST     CLASS II
 AB1180
 AB1180.The horizontal coordinates were scaled from a topographic map and have
 AB1180.an estimated accuracy of +/- 6 seconds.
 AB1180
 AB1180.The orthometric height was determined by differential leveling
 AB1180.and adjusted by the National Geodetic Survey in June 1991..
 AB1180
 AB1180.The geoid height was determined by GEOID03.
 AB1180
 AB1180.The dynamic height is computed by dividing the NAVD 88
 AB1180.geopotential number by the normal gravity value computed on the
 AB1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1180.degrees latitude (g = 980.6199 gals.).
 AB1180
 AB1180.The modeled gravity was interpolated from observed gravity values.
 AB1180
 AB1180;                    North         East    Units  Estimated Accuracy
 AB1180;SPC TX S     - 5,058,150.      380,490.      MT  (+/- 180 meters Scaled)
 AB1180
 AB1180                          SUPERSEDED SURVEY CONTROL
 AB1180
 AB1180.No superseded survey control is available for this station.
 AB1180
 AB1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP304972(NAD 83)
 AB1180_MARKER: I = METAL ROD
 AB1180_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1180_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1180_STAMPING: D 1406 1981
 AB1180_MARK LOGO: NGS   
 AB1180_PROJECTION: RECESSED 4 CENTIMETERS
 AB1180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1180+STABILITY: POSITION/ELEVATION WELL
 AB1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1180+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2004
 AB1180_ROD/PIPE-DEPTH: 13.4 meters
 AB1180_SLEEVE-DEPTH  : 9.1 meters
 AB1180
 AB1180  HISTORY     - Date     Condition        Report By
 AB1180  HISTORY     - 1981     MONUMENTED       NGS
 AB1180  HISTORY     - 1981     GOOD             NGS
 AB1180  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB1180  HISTORY     - 20041231 GOOD             GEOCAC
 AB1180
 AB1180                          STATION DESCRIPTION
 AB1180
 AB1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1180'IN HARLINGEN.
 AB1180'AT THE CITY HALL IN HARLINGEN, LOCATED AT THE JUNCTION OF EAST TYLER
 AB1180'AVENUE AND SOUTH COMMERCE STREET, SET IN THE SOUTH LAWN BY A CLUSTER
 AB1180'OF SIX PALM TREES, 28.9 METERS (95.0 FT) SOUTH SOUTHEAST OF THE CENTER
 AB1180'OF THE THREE DOORS OF THE CITY HALL BUILDING, 25.9 METERS (85.0 FT)
 AB1180'SOUTH OF THE SOUTHEAST CORNER, 9.7 METERS (32.0 FT) EAST NORTHEAST OF
 AB1180'THE EAST CURB OF COMMERCE STREET, 10.0 METERS (33.0 FT) WEST SOUTHWEST
 AB1180'OF THE WEST CURB OF PARKING AREA, AND 14.9 METERS (49.0 FT) NORTH
 AB1180'NORTHWEST OF THE CENTER OF THE SOUTH CURB AROUND THE LAWN.
 AB1180'THE MARK IS 0.15 M BELOW COMMERCE STREET.
 AB1180
 AB1180                          STATION RECOVERY (1981)
 AB1180
 AB1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB1180'RECOVERED IN GOOD CONDITION.
 AB1180
 AB1180                          STATION RECOVERY (1991)
 AB1180
 AB1180'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1180'MARK NOT FOUND.
 AB1180
 AB1180                          STATION RECOVERY (2004)
 AB1180
 AB1180'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1180'RECOVERED IN GOOD CONDITION. BEHIND THE CITY HALL IN HARLINGEN,
 AB1180'LOCATED AT THE JUNCTION OF S COMMERCE ST AND S SECOND ST, SET IN THE
 AB1180'LAWN 5.2 M (17.0 FT) SOUTHEAST OF THE SOUTHEAST TREE IN A CLUSTER OF
 AB1180'SEVEN PALM TREES, 9.6 M (31.5 FT) NORTHEAST OF THE NORTHEAST CURB OF
 AB1180'COMMERCE ST, 9.7 M (32.0 FT) WEST OF THE WEST CURB OF SECOND ST, AND
 AB1180'5.5 M (18.0 FT) NORTHWEST OF AN OAK TREE. THE MARK IS 0.03 M BELOW THE
 AB1180'SURFACE.
 AB1180'HANDHELD GPS COORDINATES N26 11 20.1, W97 41 41.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1259 ***********************************************************************
 AB1259  DESIGNATION -  D 1407
 AB1259  PID         -  AB1259
 AB1259  STATE/COUNTY-  TX/KENEDY
 AB1259  USGS QUAD   -  ARMSTRONG (1982)
 AB1259
 AB1259                         *CURRENT SURVEY CONTROL
 AB1259  ___________________________________________________________________
 AB1259* NAD 83(1986)-  26 56 30.     (N)    097 47 37.     (W)     SCALED    
 AB1259* NAVD 88     -        10.768  (meters)      35.33   (feet)  ADJUSTED  
 AB1259  ___________________________________________________________________
 AB1259  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AB1259  DYNAMIC HT  -          10.751 (meters)      35.27  (feet)  COMP
 AB1259  MODELED GRAV-     979,076.8   (mgal)                       NAVD 88
 AB1259
 AB1259  VERT ORDER  -  FIRST     CLASS II
 AB1259
 AB1259.The horizontal coordinates were scaled from a topographic map and have
 AB1259.an estimated accuracy of +/- 6 seconds.
 AB1259
 AB1259.The orthometric height was determined by differential leveling
 AB1259.and adjusted by the National Geodetic Survey in June 1991..
 AB1259
 AB1259.The geoid height was determined by GEOID03.
 AB1259
 AB1259.The dynamic height is computed by dividing the NAVD 88
 AB1259.geopotential number by the normal gravity value computed on the
 AB1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1259.degrees latitude (g = 980.6199 gals.).
 AB1259
 AB1259.The modeled gravity was interpolated from observed gravity values.
 AB1259
 AB1259;                    North         East    Units  Estimated Accuracy
 AB1259;SPC TX S     - 5,141,460.      370,140.      MT  (+/- 180 meters Scaled)
 AB1259
 AB1259                          SUPERSEDED SURVEY CONTROL
 AB1259
 AB1259.No superseded survey control is available for this station.
 AB1259
 AB1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ197805(NAD 83)
 AB1259_MARKER: I = METAL ROD
 AB1259_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1259_SP_SET: STAINLESS STEEL ROD
 AB1259_STAMPING: D 1407 1981
 AB1259_MARK LOGO: NGS   
 AB1259_PROJECTION: FLUSH
 AB1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1259+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1259_ROD/PIPE-DEPTH: 9.7  meters
 AB1259
 AB1259  HISTORY     - Date     Condition        Report By
 AB1259  HISTORY     - 1981     MONUMENTED       NGS
 AB1259  HISTORY     - 1990     GOOD             USPSQD
 AB1259  HISTORY     - 20040204 GOOD             USPSQD
 AB1259
 AB1259                          STATION DESCRIPTION
 AB1259
 AB1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1259'31.8 KM (19.75 MI) SOUT FROM SARITA.
 AB1259'31.8 KM (19.75 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF A
 AB1259'PAVED ROAD LEADING WEST TO THE SARITA POST OFFICE, AT A WOODEN GATE ON
 AB1259'THE WEST RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, 1.1 KM
 AB1259'(0.7 MI) SOUTH OF RAILROAD MILEPOST 79, 0.5 KM (0.3 MI) NORTH OF
 AB1259'RAILROAD MILEPOST 78, 0.2 KM (0.1 MI) NORTH OF GASLINE MARKER NUMBER
 AB1259'81, 14.3 METERS (47.0 FT) WEST OF THE WEST RAIL, 4.8 METERS (16.0 FT)
 AB1259'NORTH OF THE CENTER OF THE WOODEN GATE, 3.1 METERS (10.5 FT) NORTH OF
 AB1259'THE NORTH DOUBLE GATEPOST, 28.8 METERS (94.5 FT) WEST-SOUTHWEST OF A
 AB1259'GAS PRODUCTS PIPELINE WARNING SIGN, 0.15 METERS (0.5 FT) EAST OF THE
 AB1259'FENCE LINE.
 AB1259'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 AB1259'THE MARK IS 0.4 M ABOVE THE RAILROAD TRACKS.
 AB1259
 AB1259                          STATION RECOVERY (1990)
 AB1259
 AB1259'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AB1259'RECOVERED IN GOOD CONDITION.
 AB1259
 AB1259                          STATION RECOVERY (2004)
 AB1259
 AB1259'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1285 ***********************************************************************
 AB1285  DESIGNATION -  D 1408
 AB1285  PID         -  AB1285
 AB1285  STATE/COUNTY-  TX/WILLACY
 AB1285  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1285
 AB1285                         *CURRENT SURVEY CONTROL
 AB1285  ___________________________________________________________________
 AB1285* NAD 83(1986)-  26 27 07.     (N)    097 47 13.     (W)     SCALED    
 AB1285* NAVD 88     -         9.616  (meters)      31.55   (feet)  ADJUSTED  
 AB1285  ___________________________________________________________________
 AB1285  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AB1285  DYNAMIC HT  -           9.600 (meters)      31.50  (feet)  COMP
 AB1285  MODELED GRAV-     979,044.8   (mgal)                       NAVD 88
 AB1285
 AB1285  VERT ORDER  -  FIRST     CLASS II
 AB1285
 AB1285.The horizontal coordinates were scaled from a topographic map and have
 AB1285.an estimated accuracy of +/- 6 seconds.
 AB1285
 AB1285.The orthometric height was determined by differential leveling
 AB1285.and adjusted by the National Geodetic Survey in June 1991..
 AB1285
 AB1285.The geoid height was determined by GEOID03.
 AB1285
 AB1285.The dynamic height is computed by dividing the NAVD 88
 AB1285.geopotential number by the normal gravity value computed on the
 AB1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1285.degrees latitude (g = 980.6199 gals.).
 AB1285
 AB1285.The modeled gravity was interpolated from observed gravity values.
 AB1285
 AB1285;                    North         East    Units  Estimated Accuracy
 AB1285;SPC TX S     - 5,087,200.      371,110.      MT  (+/- 180 meters Scaled)
 AB1285
 AB1285                          SUPERSEDED SURVEY CONTROL
 AB1285
 AB1285.No superseded survey control is available for this station.
 AB1285
 AB1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ209263(NAD 83)
 AB1285_MARKER: I = METAL ROD
 AB1285_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1285_SP_SET: STAINLESS STEEL ROD
 AB1285_STAMPING: D 1408 1981
 AB1285_MARK LOGO: NGS   
 AB1285_PROJECTION: FLUSH
 AB1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1285_ROD/PIPE-DEPTH: 9.7  meters
 AB1285
 AB1285  HISTORY     - Date     Condition        Report By
 AB1285  HISTORY     - 1981     MONUMENTED       NGS
 AB1285
 AB1285                          STATION DESCRIPTION
 AB1285
 AB1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1285'3.4 KM (2.15 MI) SOUTH FROM RAYMONDVILLE.
 AB1285'3.4 KM (2.15 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1285'JUNCTION OF STATE HIGHWAY 186 IN RAYMONDVILLE AT THE JUNCTION OF FARM
 AB1285'ROAD 490, 0.2 KM (0.1 MI) EAST ALONG WEST BROADWAY STREET FROM THE
 AB1285'LYFORD POST OFFICE, THENCE 4.9 KM (3.05 MI) NORTH ALONG BUSINESS U.S.
 AB1285'HIGHWAY 77, 26.2 METERS (86.0 FT) EAST OF THE CENTERLINE OF U.S.
 AB1285'BUSINESS HIGHWAY 77, 12.4 METERS (41.5 FT) SOUTH OF THE CENTERLINE OF
 AB1285'FARM ROAD 490, 15.2 METERS (50.0 FT) WEST OF THE CENTER OF A DRIVEWAY
 AB1285'LEADING SOUTH WITH A METAL ROD GATE, 1.2 METERS (4.0 FT) WEST
 AB1285'SOUTHWEST OF A RAILROAD TIE CORNER FENCE, 19.8 METERS (65.0 FT)
 AB1285'NORTHEAST OF A POWERLINE POLE WITH A TRANSFORMER, 11.5 METERS
 AB1285'(38.0 FT) WESTSOUTHWEST OF THE WEST END OF A SMALL CONCRETE CULVERT
 AB1285'UNDER THE DRIVEWAY, 0.15 METERS (0.5 FT) NORTHWEST OF A WELDED WIRE
 AB1285'FENCE.
 AB1285'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AB1285'THE MARK IS 0.4 M BELOW FARMROAD 490.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1309 ***********************************************************************
 AE1309  DESIGNATION -  D 1409
 AE1309  PID         -  AE1309
 AE1309  STATE/COUNTY-  TX/STARR
 AE1309  USGS QUAD   -  SALINENO (1980)
 AE1309
 AE1309                         *CURRENT SURVEY CONTROL
 AE1309  ___________________________________________________________________
 AE1309* NAD 83(1986)-  26 34 20.     (N)    099 06 52.     (W)     SCALED    
 AE1309* NAVD 88     -        96.781  (meters)     317.52   (feet)  ADJUSTED  
 AE1309  ___________________________________________________________________
 AE1309  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AE1309  DYNAMIC HT  -          96.623 (meters)     317.00  (feet)  COMP
 AE1309  MODELED GRAV-     979,008.1   (mgal)                       NAVD 88
 AE1309
 AE1309  VERT ORDER  -  FIRST     CLASS II
 AE1309
 AE1309.The horizontal coordinates were scaled from a topographic map and have
 AE1309.an estimated accuracy of +/- 6 seconds.
 AE1309
 AE1309.The orthometric height was determined by differential leveling
 AE1309.and adjusted by the National Geodetic Survey in June 1991..
 AE1309
 AE1309.The geoid height was determined by GEOID03.
 AE1309
 AE1309.The dynamic height is computed by dividing the NAVD 88
 AE1309.geopotential number by the normal gravity value computed on the
 AE1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1309.degrees latitude (g = 980.6199 gals.).
 AE1309
 AE1309.The modeled gravity was interpolated from observed gravity values.
 AE1309
 AE1309;                    North         East    Units  Estimated Accuracy
 AE1309;SPC TX S     - 5,100,480.      238,790.      MT  (+/- 180 meters Scaled)
 AE1309
 AE1309                          SUPERSEDED SURVEY CONTROL
 AE1309
 AE1309.No superseded survey control is available for this station.
 AE1309
 AE1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ886390(NAD 83)
 AE1309_MARKER: I = METAL ROD
 AE1309_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE1309+WITH SETTING: INFORMATION.
 AE1309_SP_SET: SHALLOW SET METAL ROD
 AE1309_STAMPING: D 1409 1981
 AE1309_MARK LOGO: NGS   
 AE1309_PROJECTION: FLUSH
 AE1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1309_ROD/PIPE-DEPTH: 2.43 meters
 AE1309
 AE1309  HISTORY     - Date     Condition        Report By
 AE1309  HISTORY     - 1981     MONUMENTED       NGS
 AE1309
 AE1309                          STATION DESCRIPTION
 AE1309
 AE1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1309'1.8 KM (1.1 MI) NE FROM FALCON HEIGHTS.
 AE1309'0.3 KM (0.2 MI) NORTHWEST ALONG FARM ROAD 2098, FROM THE POST OFFICE
 AE1309'IN FALCON HEIGHTS, THENCE 1.5 KM (0.9 MI) NORTHEAST ALONG FARM ROAD
 AE1309'2098, AT A FIELD ROAD LEADING SOUTH, AT THE CREST OF THE HIGHEST HILL
 AE1309'IN THE AREA, 20.9 METERS (68.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AE1309'FARM ROAD, 3.5 METERS (11.5 FT) NORTHEAST OF THE CENTER OF THE FIELD
 AE1309'ROAD, AND 0.31 METERS (1.0 FT) NORTHWEST OF A FENCE LINE, NOTE, ROD
 AE1309'DRIVEN TO REFUSAL AND ANCHORED.
 AE1309'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 AE1309'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0279 ***********************************************************************
 EN0279  DESIGNATION -  D 141
 EN0279  PID         -  EN0279
 EN0279  STATE/COUNTY-  TX/FLOYD
 EN0279  USGS QUAD   -  STERLEY (1966)
 EN0279
 EN0279                         *CURRENT SURVEY CONTROL
 EN0279  ___________________________________________________________________
 EN0279* NAD 83(1986)-  34 12 38.     (N)    101 23 40.     (W)     SCALED    
 EN0279* NAVD 88     -       992.738  (meters)    3257.01   (feet)  ADJUSTED  
 EN0279  ___________________________________________________________________
 EN0279  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EN0279  DYNAMIC HT  -         991.471 (meters)    3252.85  (feet)  COMP
 EN0279  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 EN0279
 EN0279  VERT ORDER  -  FIRST     CLASS II
 EN0279
 EN0279.The horizontal coordinates were scaled from a topographic map and have
 EN0279.an estimated accuracy of +/- 6 seconds.
 EN0279
 EN0279.The orthometric height was determined by differential leveling
 EN0279.and adjusted by the National Geodetic Survey in June 1991..
 EN0279
 EN0279.The geoid height was determined by GEOID03.
 EN0279
 EN0279.The dynamic height is computed by dividing the NAVD 88
 EN0279.geopotential number by the normal gravity value computed on the
 EN0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0279.degrees latitude (g = 980.6199 gals.).
 EN0279
 EN0279.The modeled gravity was interpolated from observed gravity values.
 EN0279
 EN0279;                    North         East    Units  Estimated Accuracy
 EN0279;SPC TXNC     - 2,285,790.      333,270.      MT  (+/- 180 meters Scaled)
 EN0279
 EN0279                          SUPERSEDED SURVEY CONTROL
 EN0279
 EN0279  NGVD 29 (??/??/92)  992.355  (m)         3255.75   (f) ADJ UNCH    1 2
 EN0279
 EN0279.Superseded values are not recommended for survey control.
 EN0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0279.See file dsdata.txt to determine how the superseded data were derived.
 EN0279
 EN0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC794880(NAD 83)
 EN0279_MARKER: DB = BENCH MARK DISK
 EN0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0279_STAMPING: 3255.751 D 141 1933
 EN0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0279+STABILITY: SURFACE MOTION
 EN0279
 EN0279  HISTORY     - Date     Condition        Report By
 EN0279  HISTORY     - 1933     MONUMENTED       CGS
 EN0279  HISTORY     - 1958     GOOD             NGS
 EN0279
 EN0279                          STATION DESCRIPTION
 EN0279
 EN0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0279'IN STERLEY.
 EN0279'8-1/2 RAILS SOUTHWEST OF THE FORT WORTH AND DENVER CITY RAILWAY
 EN0279'STATION, AT STATION 3664+60 (MILEAGE 306.45), 27 FEET NORTHWEST OF THE
 EN0279'SILVERTOWN JUNCTION SWITCH STAND, AND 34 FEET NORTHWEST OF THE
 EN0279'NORTHWEST TRACK.  A STANDARD DISK, STAMPED 3255.751 D 141 1933 AND SET
 EN0279'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 EN0279'NOTE-- TO THE WEST OF THE STERLEY RAILROAD STATION, ON THE NORTH SIDE
 EN0279'OF THE EAST-WEST RAILROAD, 24 FEET NORTH OF A SWITCH AND BETWEEN THE
 EN0279'TRACK AND A SMALL RED HOUSE, MARK IS FLUSH WITH THE SURFACE OF THE
 EN0279'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0616 ***********************************************************************
 CC0616  DESIGNATION -  D 1410
 CC0616  PID         -  CC0616
 CC0616  STATE/COUNTY-  TX/WARD
 CC0616  USGS QUAD   -  7 L RANCH (1969)
 CC0616
 CC0616                         *CURRENT SURVEY CONTROL
 CC0616  ___________________________________________________________________
 CC0616* NAD 83(1986)-  31 26 24.     (N)    102 53 00.     (W)     SCALED    
 CC0616* NAVD 88     -       761.306  (meters)    2497.72   (feet)  ADJUSTED  
 CC0616  ___________________________________________________________________
 CC0616  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CC0616  DYNAMIC HT  -         760.240 (meters)    2494.22  (feet)  COMP
 CC0616  MODELED GRAV-     979,214.4   (mgal)                       NAVD 88
 CC0616
 CC0616  VERT ORDER  -  FIRST     CLASS II
 CC0616
 CC0616.The horizontal coordinates were scaled from a topographic map and have
 CC0616.an estimated accuracy of +/- 6 seconds.
 CC0616
 CC0616.The orthometric height was determined by differential leveling
 CC0616.and adjusted by the National Geodetic Survey in June 1991..
 CC0616
 CC0616.The geoid height was determined by GEOID03.
 CC0616
 CC0616.The dynamic height is computed by dividing the NAVD 88
 CC0616.geopotential number by the normal gravity value computed on the
 CC0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0616.degrees latitude (g = 980.6199 gals.).
 CC0616
 CC0616.The modeled gravity was interpolated from observed gravity values.
 CC0616
 CC0616;                    North         East    Units  Estimated Accuracy
 CC0616;SPC TX C     - 3,199,360.      457,630.      MT  (+/- 180 meters Scaled)
 CC0616
 CC0616                          SUPERSEDED SURVEY CONTROL
 CC0616
 CC0616.No superseded survey control is available for this station.
 CC0616
 CC0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ011803(NAD 83)
 CC0616_MARKER: I = METAL ROD
 CC0616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0616_SP_SET: STAINLESS STEEL ROD
 CC0616_STAMPING: D 1410 1981
 CC0616_MARK LOGO: NGS   
 CC0616_PROJECTION: FLUSH
 CC0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0616_ROD/PIPE-DEPTH: 3.7  meters
 CC0616
 CC0616  HISTORY     - Date     Condition        Report By
 CC0616  HISTORY     - 1981     MONUMENTED       NGS
 CC0616
 CC0616                          STATION DESCRIPTION
 CC0616
 CC0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0616'11.5 KM (7.15 MI) NORTH FROM GRANDFALLS.
 CC0616'11.5 KM (7.15 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0616'WITH STATE HIGHWAY 329 IN GRANDFALLS, AT A DIRT ROAD LEADING EAST
 CC0616'TO A WINDMILL, 25.9 METERS (85.0 FT) EAST OF THE CENTERLINE OF THE
 CC0616'HIGHWAY, 10.1 METERS (33.1 FT) SOUTH OF THE CENTER OF THE ROAD AND
 CC0616'1.7 METERS (5.6 FT) SOUTH-SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS
 CC0616'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0616'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 CC0616'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0587 ***********************************************************************
 BP0587  DESIGNATION -  D 1411
 BP0587  PID         -  BP0587
 BP0587  STATE/COUNTY-  TX/PECOS
 BP0587  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0587
 BP0587                         *CURRENT SURVEY CONTROL
 BP0587  ___________________________________________________________________
 BP0587* NAD 83(1986)-  30 54 07.     (N)    102 54 48.     (W)     SCALED    
 BP0587* NAVD 88     -       924.657  (meters)    3033.65   (feet)  ADJUSTED  
 BP0587  ___________________________________________________________________
 BP0587  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 BP0587  DYNAMIC HT  -         923.255 (meters)    3029.05  (feet)  COMP
 BP0587  MODELED GRAV-     979,094.2   (mgal)                       NAVD 88
 BP0587
 BP0587  VERT ORDER  -  FIRST     CLASS II
 BP0587
 BP0587.The horizontal coordinates were scaled from a topographic map and have
 BP0587.an estimated accuracy of +/- 6 seconds.
 BP0587
 BP0587.The orthometric height was determined by differential leveling
 BP0587.and adjusted by the National Geodetic Survey in June 1991..
 BP0587
 BP0587.The geoid height was determined by GEOID03.
 BP0587
 BP0587.The dynamic height is computed by dividing the NAVD 88
 BP0587.geopotential number by the normal gravity value computed on the
 BP0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0587.degrees latitude (g = 980.6199 gals.).
 BP0587
 BP0587.The modeled gravity was interpolated from observed gravity values.
 BP0587
 BP0587;                    North         East    Units  Estimated Accuracy
 BP0587;SPC TX C     - 3,139,800.      453,400.      MT  (+/- 180 meters Scaled)
 BP0587
 BP0587                          SUPERSEDED SURVEY CONTROL
 BP0587
 BP0587.No superseded survey control is available for this station.
 BP0587
 BP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ994206(NAD 83)
 BP0587_MARKER: I = METAL ROD
 BP0587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0587_SP_SET: STAINLESS STEEL ROD
 BP0587_STAMPING: D 1411 1981
 BP0587_MARK LOGO: NGS   
 BP0587_PROJECTION: FLUSH
 BP0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0587+STABILITY: POSITION/ELEVATION WELL
 BP0587_ROD/PIPE-DEPTH: 4.3  meters
 BP0587
 BP0587  HISTORY     - Date     Condition        Report By
 BP0587  HISTORY     - 1981     MONUMENTED       NGS
 BP0587  HISTORY     - 1981     GOOD             NGS
 BP0587  HISTORY     - 1981     GOOD             NGS
 BP0587  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0587
 BP0587                          STATION DESCRIPTION
 BP0587
 BP0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0587'3.1 KM (1.95 MI) NW FROM FORT STOCKTON.
 BP0587'1.1 KM (0.75 MI) WEST ALONG U. S. HIGHWAYS 290, 285 AND 67 FROM
 BP0587'ITS JUNCTION WITH STATE HIGHWAY 18 IN FORT STOCKTON, THENCE 2.0 KM
 BP0587'(1.2 MI) NORTHWEST ALONG U. S. HIGHWAY 285, 0.3 KM (0.2 MI) SOUTHEAST
 BP0587'OF THE ENTRANCE ROAD TO THE PECOS COUNTY AIRPORT AND GOLF COURSE,
 BP0587'16.4 METERS (53.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 BP0587'AND 7.9 METERS (25.9 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS
 BP0587'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0587'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 BP0587'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BP0587
 BP0587                          STATION RECOVERY (1981)
 BP0587
 BP0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0587'RECOVERED IN GOOD CONDITION.
 BP0587
 BP0587                          STATION RECOVERY (1981)
 BP0587
 BP0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0587'RECOVERED IN GOOD CONDITION.
 BP0587
 BP0587                          STATION RECOVERY (1996)
 BP0587
 BP0587'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0656 ***********************************************************************
 BP0656  DESIGNATION -  D 1412
 BP0656  PID         -  BP0656
 BP0656  STATE/COUNTY-  TX/TERRELL
 BP0656  USGS QUAD   -  SANDERSON SE (1969)
 BP0656
 BP0656                         *CURRENT SURVEY CONTROL
 BP0656  ___________________________________________________________________
 BP0656* NAD 83(1986)-  30 03 56.     (N)    102 18 46.     (W)     SCALED    
 BP0656* NAVD 88     -       782.867  (meters)    2568.46   (feet)  ADJUSTED  
 BP0656  ___________________________________________________________________
 BP0656  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BP0656  DYNAMIC HT  -         781.681 (meters)    2564.57  (feet)  COMP
 BP0656  MODELED GRAV-     979,100.8   (mgal)                       NAVD 88
 BP0656
 BP0656  VERT ORDER  -  FIRST     CLASS II
 BP0656
 BP0656.The horizontal coordinates were scaled from a topographic map and have
 BP0656.an estimated accuracy of +/- 6 seconds.
 BP0656
 BP0656.The orthometric height was determined by differential leveling
 BP0656.and adjusted by the National Geodetic Survey in June 1991..
 BP0656
 BP0656.The geoid height was determined by GEOID03.
 BP0656
 BP0656.The dynamic height is computed by dividing the NAVD 88
 BP0656.geopotential number by the normal gravity value computed on the
 BP0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0656.degrees latitude (g = 980.6199 gals.).
 BP0656
 BP0656.The modeled gravity was interpolated from observed gravity values.
 BP0656
 BP0656;                    North         East    Units  Estimated Accuracy
 BP0656;SPC TXSC     - 4,251,920.      280,630.      MT  (+/- 180 meters Scaled)
 BP0656
 BP0656                          SUPERSEDED SURVEY CONTROL
 BP0656
 BP0656.No superseded survey control is available for this station.
 BP0656
 BP0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP590290(NAD 83)
 BP0656_MARKER: DB = BENCH MARK DISK
 BP0656_SETTING: 66 = SET IN ROCK OUTCROP
 BP0656_SP_SET: ROCK OUTCROP
 BP0656_STAMPING: D 1412 1981
 BP0656_MARK LOGO: NGS   
 BP0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0656+STABILITY: POSITION/ELEVATION WELL
 BP0656
 BP0656  HISTORY     - Date     Condition        Report By
 BP0656  HISTORY     - 1981     MONUMENTED       NGS
 BP0656
 BP0656                          STATION DESCRIPTION
 BP0656
 BP0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0656'13.8 KM (8.55 MI) SE FROM SANDERSON.
 BP0656'0.1 KM (0.05 MI) NORTH ALONG PERSIMMON AVENUE FROM THE SOUTHERN
 BP0656'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 13.7 KM (8.5 MI)
 BP0656'SOUTHEAST ALONG U.S. HIGHWAY 90, AT THE NORTHWEST END OF A HIGHWAY
 BP0656'CUT, IN A 10 BY 50 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 15.5 METERS
 BP0656'(50.9 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.9
 BP0656'METERS (39.0 FT) SOUTH-SOUTHEAST OF A UTILITY POLE AND 8.2 METERS
 BP0656'(26.9 FT) SOUTH-SOUTHWEST OF A FENCE.
 BP0656'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 BP0656'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2260 ***********************************************************************
 BK2260  DESIGNATION -  D 1413
 BK2260  PID         -  BK2260
 BK2260  STATE/COUNTY-  TX/ORANGE
 BK2260  USGS QUAD   -  ORANGE (1996)
 BK2260
 BK2260                         *CURRENT SURVEY CONTROL
 BK2260  ___________________________________________________________________
 BK2260* NAD 83(1986)-  30 06 39.     (N)    093 44 34.     (W)     SCALED    
 BK2260* NAVD 88     -         2.259  (meters)       7.41   (feet)  ADJUSTED  
 BK2260  ___________________________________________________________________
 BK2260  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK2260  DYNAMIC HT  -           2.256 (meters)       7.40  (feet)  COMP
 BK2260  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 BK2260
 BK2260  VERT ORDER  -  FIRST     CLASS II
 BK2260
 BK2260.The horizontal coordinates were scaled from a topographic map and have
 BK2260.an estimated accuracy of +/- 6 seconds.
 BK2260
 BK2260.The orthometric height was determined by differential leveling
 BK2260.and adjusted by the National Geodetic Survey in June 1991..
 BK2260.WARNING-Repeat measurements at this control monument indicate possible
 BK2260.vertical movement.
 BK2260
 BK2260.The geoid height was determined by GEOID03.
 BK2260
 BK2260.The dynamic height is computed by dividing the NAVD 88
 BK2260.geopotential number by the normal gravity value computed on the
 BK2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2260.degrees latitude (g = 980.6199 gals.).
 BK2260
 BK2260.The modeled gravity was interpolated from observed gravity values.
 BK2260
 BK2260;                    North         East    Units  Estimated Accuracy
 BK2260;SPC TX C     - 3,068,050.    1,334,820.      MT  (+/- 180 meters Scaled)
 BK2260
 BK2260                          SUPERSEDED SURVEY CONTROL
 BK2260
 BK2260  NGVD 29 (??/??/??)    2.211  (m)            7.25   (f) ADJUSTED    1 2
 BK2260
 BK2260.Superseded values are not recommended for survey control.
 BK2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2260.See file dsdata.txt to determine how the superseded data were derived.
 BK2260
 BK2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP284312(NAD 83)
 BK2260_MARKER: I = METAL ROD
 BK2260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BK2260_SP_SET: STAINLESS STEEL ROD
 BK2260_STAMPING: D 1413 1981
 BK2260_MARK LOGO: NGS   
 BK2260_PROJECTION: FLUSH
 BK2260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2260+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2002
 BK2260_ROD/PIPE-DEPTH: 9.8  meters
 BK2260
 BK2260  HISTORY     - Date     Condition        Report By
 BK2260  HISTORY     - 1981     MONUMENTED       NGS
 BK2260  HISTORY     - 1986     GOOD             NGS
 BK2260  HISTORY     - 1988     GOOD             USPSQD
 BK2260  HISTORY     - 1988     GOOD             USPSQD
 BK2260  HISTORY     - 19960427 GOOD             USPSQD
 BK2260  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK2260  HISTORY     - 20020727 GOOD             USPSQD
 BK2260  HISTORY     - 20041009 GOOD             USPSQD
 BK2260
 BK2260                          STATION DESCRIPTION
 BK2260
 BK2260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2260'IN ORANGE.
 BK2260'IN ORANGE, ALONG CORDREY AVENUE AT THE NORTHWEST CORNER OF A CHAIN
 BK2260'LINK FENCE SURROUNDING AN ELECTRIC SUBSTATION, 37.49 METERS (123.0
 BK2260'FEET) NORTH OF THE CENTER OF CORDREY AVENUE, 17.81 METERS (58.4 FEET)
 BK2260'SOUTH OF A CHAIN LINK FENCE SURROUNDING ST. MARY HIGH SCHOOL FOOTBALL
 BK2260'STADIUM, 0.64 METER (2.1 FEET) NORTH OF THE NORTHWEST CORNER POST OF
 BK2260'THE CHAIN LINK FENCE.
 BK2260'THE MARK IS ABOVE LEVEL WITH AVENUE.
 BK2260
 BK2260                          STATION RECOVERY (1986)
 BK2260
 BK2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK2260'RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 BK2260'EXCEPT THERE IS NO SLEEVE AROUND ROD.  ADD ACCESS TO DATUM POINT IS
 BK2260'HAD THROUGH A 5-INCH LOGO CAP.
 BK2260
 BK2260                          STATION RECOVERY (1988)
 BK2260
 BK2260'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK2260'RECOVERED IN GOOD CONDITION.
 BK2260
 BK2260                          STATION RECOVERY (1988)
 BK2260
 BK2260'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK2260'RECOVERED IN GOOD CONDITION.
 BK2260
 BK2260                          STATION RECOVERY (1996)
 BK2260
 BK2260'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK2260'RECOVERED IN GOOD CONDITION.
 BK2260
 BK2260                          STATION RECOVERY (2001)
 BK2260
 BK2260'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK2260'MARK NOT FOUND.
 BK2260
 BK2260                          STATION RECOVERY (2002)
 BK2260
 BK2260'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK2260'RECOVERED IN GOOD CONDITION.
 BK2260
 BK2260                          STATION RECOVERY (2004)
 BK2260
 BK2260'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0613 ***********************************************************************
 BP0613  DESIGNATION -  D 1414
 BP0613  PID         -  BP0613
 BP0613  STATE/COUNTY-  TX/PECOS
 BP0613  USGS QUAD   -  PANTHER TANK (1980)
 BP0613
 BP0613                         *CURRENT SURVEY CONTROL
 BP0613  ___________________________________________________________________
 BP0613* NAD 83(1986)-  30 37 11.     (N)    102 38 55.     (W)     SCALED    
 BP0613* NAVD 88     -      1007.262  (meters)    3304.66   (feet)  ADJUSTED  
 BP0613  ___________________________________________________________________
 BP0613  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BP0613  DYNAMIC HT  -        1005.691 (meters)    3299.50  (feet)  COMP
 BP0613  MODELED GRAV-     979,047.2   (mgal)                       NAVD 88
 BP0613
 BP0613  VERT ORDER  -  FIRST     CLASS II
 BP0613
 BP0613.The horizontal coordinates were scaled from a topographic map and have
 BP0613.an estimated accuracy of +/- 6 seconds.
 BP0613
 BP0613.The orthometric height was determined by differential leveling
 BP0613.and adjusted by the National Geodetic Survey in June 1991..
 BP0613
 BP0613.The geoid height was determined by GEOID03.
 BP0613
 BP0613.The dynamic height is computed by dividing the NAVD 88
 BP0613.geopotential number by the normal gravity value computed on the
 BP0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0613.degrees latitude (g = 980.6199 gals.).
 BP0613
 BP0613.The modeled gravity was interpolated from observed gravity values.
 BP0613
 BP0613;                    North         East    Units  Estimated Accuracy
 BP0613;SPC TX C     - 3,107,960.      478,050.      MT  (+/- 180 meters Scaled)
 BP0613
 BP0613                          SUPERSEDED SURVEY CONTROL
 BP0613
 BP0613.No superseded survey control is available for this station.
 BP0613
 BP0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP253898(NAD 83)
 BP0613_MARKER: I = METAL ROD
 BP0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0613_SP_SET: STAINLESS STEEL ROD
 BP0613_STAMPING: D 1414 1981
 BP0613_MARK LOGO: NGS   
 BP0613_PROJECTION: FLUSH
 BP0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0613_ROD/PIPE-DEPTH: 6.1  meters
 BP0613
 BP0613  HISTORY     - Date     Condition        Report By
 BP0613  HISTORY     - 1981     MONUMENTED       NGS
 BP0613
 BP0613                          STATION DESCRIPTION
 BP0613
 BP0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0613'37.3 KM (23.15 MI) SE FROM FORT STOCKTON.
 BP0613'37.3 KM (23.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0613'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 26.0 METERS
 BP0613'(85.3 FT) WEST-SOUTHWEST OF THE EXTENDED CENTER OF A ROAD LEADING
 BP0613'EAST-NORTHEAST TO THE BUNGER CAMERON RANCH AND CATTLE COMPANY
 BP0613'27.2 METERS (89.3 FT) NORTH-NORTHWEST OF A UTILITY POLE, 18.1
 BP0613'METERS (59.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.6
 BP0613'METERS (18.4 FT) NORTHWEST OF THE NORTHWEST GATEPOST OF AN IRON GATE,
 BP0613'AND 0.5 METERS (1.6 FT) NORTH-NORTHEAST OF A FENCE.  NOTE=ACCESS TO
 BP0613'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0613'THE MARK IS 0.4 METERS  NNE FROM A WITNESS POST.
 BP0613'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0439 ***********************************************************************
 AZ0439  DESIGNATION -  D 1415
 AZ0439  PID         -  AZ0439
 AZ0439  STATE/COUNTY-  TX/VAL VERDE
 AZ0439  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0439
 AZ0439                         *CURRENT SURVEY CONTROL
 AZ0439  ___________________________________________________________________
 AZ0439* NAD 83(1986)-  29 29 33.     (N)    101 02 16.     (W)     SCALED    
 AZ0439* NAVD 88     -       351.575  (meters)    1153.46   (feet)  ADJUSTED  
 AZ0439  ___________________________________________________________________
 AZ0439  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0439  DYNAMIC HT  -         351.064 (meters)    1151.78  (feet)  COMP
 AZ0439  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 AZ0439
 AZ0439  VERT ORDER  -  FIRST     CLASS II
 AZ0439
 AZ0439.The horizontal coordinates were scaled from a topographic map and have
 AZ0439.an estimated accuracy of +/- 6 seconds.
 AZ0439
 AZ0439.The orthometric height was determined by differential leveling
 AZ0439.and adjusted by the National Geodetic Survey in June 1991..
 AZ0439
 AZ0439.The geoid height was determined by GEOID03.
 AZ0439
 AZ0439.The dynamic height is computed by dividing the NAVD 88
 AZ0439.geopotential number by the normal gravity value computed on the
 AZ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0439.degrees latitude (g = 980.6199 gals.).
 AZ0439
 AZ0439.The modeled gravity was interpolated from observed gravity values.
 AZ0439
 AZ0439;                    North         East    Units  Estimated Accuracy
 AZ0439;SPC TXSC     - 4,185,600.      402,430.      MT  (+/- 180 meters Scaled)
 AZ0439
 AZ0439                          SUPERSEDED SURVEY CONTROL
 AZ0439
 AZ0439.No superseded survey control is available for this station.
 AZ0439
 AZ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT024642(NAD 83)
 AZ0439_MARKER: DB = BENCH MARK DISK
 AZ0439_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0439_SP_SET: ROCK OUTCROP
 AZ0439_STAMPING: D 1415 1981
 AZ0439_MARK LOGO: NGS   
 AZ0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0439+STABILITY: POSITION/ELEVATION WELL
 AZ0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0439+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0439
 AZ0439  HISTORY     - Date     Condition        Report By
 AZ0439  HISTORY     - 1981     MONUMENTED       NGS
 AZ0439  HISTORY     - 19990525 GOOD             USPSQD
 AZ0439  HISTORY     - 20030425 GOOD             USPSQD
 AZ0439
 AZ0439                          STATION DESCRIPTION
 AZ0439
 AZ0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0439'15.7 KM (9.75 MI) NW FROM DEL RIO.
 AZ0439'15.7 KM (9.75 MI) NORTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0439'WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, IN A 7 BY 21 FT EXPOSED
 AZ0439'AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) NORTHEAST OF THE NORTH
 AZ0439'END OF THE BRIDGE SPANNING THE AMISTAD RESERVOIR, 51.5 METERS (169.0
 AZ0439'FT) SOUTH-SOUTHEAST OF UTILITY POLE NUMBER 100 AND 18.8 METERS
 AZ0439'(61.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AZ0439'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AZ0439'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 AZ0439
 AZ0439                          STATION RECOVERY (1999)
 AZ0439
 AZ0439'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0439'RECOVERED IN GOOD CONDITION.
 AZ0439
 AZ0439                          STATION RECOVERY (2003)
 AZ0439
 AZ0439'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0415 ***********************************************************************
 AZ0415  DESIGNATION -  D 1416
 AZ0415  PID         -  AZ0415
 AZ0415  STATE/COUNTY-  TX/VAL VERDE
 AZ0415  USGS QUAD   -  SEMINOLE CANYON (1972)
 AZ0415
 AZ0415                         *CURRENT SURVEY CONTROL
 AZ0415  ___________________________________________________________________
 AZ0415* NAD 83(1986)-  29 42 17.     (N)    101 19 35.     (W)     SCALED    
 AZ0415* NAVD 88     -       434.085  (meters)    1424.16   (feet)  ADJUSTED  
 AZ0415  ___________________________________________________________________
 AZ0415  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0415  DYNAMIC HT  -         433.452 (meters)    1422.08  (feet)  COMP
 AZ0415  MODELED GRAV-     979,171.9   (mgal)                       NAVD 88
 AZ0415
 AZ0415  VERT ORDER  -  FIRST     CLASS II
 AZ0415
 AZ0415.The horizontal coordinates were scaled from a topographic map and have
 AZ0415.an estimated accuracy of +/- 6 seconds.
 AZ0415
 AZ0415.The orthometric height was determined by differential leveling
 AZ0415.and adjusted by the National Geodetic Survey in June 1991..
 AZ0415
 AZ0415.The geoid height was determined by GEOID03.
 AZ0415
 AZ0415.The dynamic height is computed by dividing the NAVD 88
 AZ0415.geopotential number by the normal gravity value computed on the
 AZ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0415.degrees latitude (g = 980.6199 gals.).
 AZ0415
 AZ0415.The modeled gravity was interpolated from observed gravity values.
 AZ0415
 AZ0415;                    North         East    Units  Estimated Accuracy
 AZ0415;SPC TXSC     - 4,209,640.      374,920.      MT  (+/- 180 meters Scaled)
 AZ0415
 AZ0415                          SUPERSEDED SURVEY CONTROL
 AZ0415
 AZ0415.No superseded survey control is available for this station.
 AZ0415
 AZ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT749883(NAD 83)
 AZ0415_MARKER: DB = BENCH MARK DISK
 AZ0415_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0415_SP_SET: ROCK OUTCROP
 AZ0415_STAMPING: D 1416 1981
 AZ0415_MARK LOGO: NGS   
 AZ0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0415+STABILITY: POSITION/ELEVATION WELL
 AZ0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0415+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0415
 AZ0415  HISTORY     - Date     Condition        Report By
 AZ0415  HISTORY     - 1981     MONUMENTED       NGS
 AZ0415  HISTORY     - 19990119 GOOD             USPSQD
 AZ0415  HISTORY     - 20030425 GOOD             USPSQD
 AZ0415
 AZ0415                          STATION DESCRIPTION
 AZ0415
 AZ0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0415'15.3 KM (9.5 MI) NW FROM COMSTOCK.
 AZ0415'15.3 KM (9.5 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0415'WITH STATE HIGHWAY 163 IN COMSTOCK, 0.2 KM (0.1 MI) WEST OF A FIELD
 AZ0415'ROAD LEADING NORTH, IN A 4 BY 16 FT EXPOSED AREA OF OUTCROPPING
 AZ0415'BEDROCK, 26.1 METERS (85.6 FT) NORTH-NORTHEAST OF THE CENTERLINE
 AZ0415'OF THE HIGHWAY, 15.2 METERS (49.9 FT) EAST OF A UTILITY POLE AND 4.7
 AZ0415'METERS (15.4 FT) SOUTH-SOUTHWEST OF A FENCE.
 AZ0415'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 AZ0415'THE MARK IS 2.4 M BELOW THE HIGHWAY.
 AZ0415
 AZ0415                          STATION RECOVERY (1999)
 AZ0415
 AZ0415'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0415'RECOVERED IN GOOD CONDITION.
 AZ0415
 AZ0415                          STATION RECOVERY (2003)
 AZ0415
 AZ0415'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0645 ***********************************************************************
 BP0645  DESIGNATION -  D 1417
 BP0645  PID         -  BP0645
 BP0645  STATE/COUNTY-  TX/TERRELL
 BP0645  USGS QUAD   -  SANDERSON (1969)
 BP0645
 BP0645                         *CURRENT SURVEY CONTROL
 BP0645  ___________________________________________________________________
 BP0645* NAD 83(1986)-  30 11 30.     (N)    102 24 11.     (W)     SCALED    
 BP0645* NAVD 88     -       909.410  (meters)    2983.62   (feet)  ADJUSTED  
 BP0645  ___________________________________________________________________
 BP0645  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 BP0645  DYNAMIC HT  -         908.006 (meters)    2979.02  (feet)  COMP
 BP0645  MODELED GRAV-     979,067.9   (mgal)                       NAVD 88
 BP0645
 BP0645  VERT ORDER  -  FIRST     CLASS II
 BP0645
 BP0645.The horizontal coordinates were scaled from a topographic map and have
 BP0645.an estimated accuracy of +/- 6 seconds.
 BP0645
 BP0645.The orthometric height was determined by differential leveling
 BP0645.and adjusted by the National Geodetic Survey in June 1991..
 BP0645
 BP0645.The geoid height was determined by GEOID03.
 BP0645
 BP0645.The dynamic height is computed by dividing the NAVD 88
 BP0645.geopotential number by the normal gravity value computed on the
 BP0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0645.degrees latitude (g = 980.6199 gals.).
 BP0645
 BP0645.The modeled gravity was interpolated from observed gravity values.
 BP0645
 BP0645;                    North         East    Units  Estimated Accuracy
 BP0645;SPC TXSC     - 4,266,140.      272,340.      MT  (+/- 180 meters Scaled)
 BP0645
 BP0645                          SUPERSEDED SURVEY CONTROL
 BP0645
 BP0645.No superseded survey control is available for this station.
 BP0645
 BP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP500428(NAD 83)
 BP0645_MARKER: I = METAL ROD
 BP0645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0645_SP_SET: STAINLESS STEEL ROD
 BP0645_STAMPING: D 1417 1981
 BP0645_MARK LOGO: NGS   
 BP0645_PROJECTION: FLUSH
 BP0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0645_ROD/PIPE-DEPTH: 4.9  meters
 BP0645
 BP0645  HISTORY     - Date     Condition        Report By
 BP0645  HISTORY     - 1981     MONUMENTED       NGS
 BP0645
 BP0645                          STATION DESCRIPTION
 BP0645
 BP0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0645'5.2 KM (3.25 MI) NORTH FROM SANDERSON.
 BP0645'5.2 KM (3.25 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0645'WITH U.S. HIGHWAY 90 IN SANDERSON, AT A FIELD ENTRANCE, 18.8 METERS
 BP0645'(61.7 FT) WEST-SOUTHWEST OF THE CENTERLINE THE HIGHWAY AND 4.0 METERS
 BP0645'(13.1 FT) NORTH-NORTHWEST OF THE CENTER OF THE FIELD ENTRANCE.  NOTE=
 BP0645'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0645'THE MARK IS 0.3 METERS  ENE FROM  A FENCE AND WITNESS POST
 BP0645'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0377 ***********************************************************************
 AZ0377  DESIGNATION -  D 1418
 AZ0377  PID         -  AZ0377
 AZ0377  STATE/COUNTY-  TX/TERRELL
 AZ0377  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0377
 AZ0377                         *CURRENT SURVEY CONTROL
 AZ0377  ___________________________________________________________________
 AZ0377* NAD 83(1986)-  29 55 35.     (N)    101 55 39.     (W)     SCALED    
 AZ0377* NAVD 88     -       580.956  (meters)    1906.02   (feet)  ADJUSTED  
 AZ0377  ___________________________________________________________________
 AZ0377  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AZ0377  DYNAMIC HT  -         580.090 (meters)    1903.18  (feet)  COMP
 AZ0377  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 AZ0377
 AZ0377  VERT ORDER  -  FIRST     CLASS II
 AZ0377
 AZ0377.The horizontal coordinates were scaled from a topographic map and have
 AZ0377.an estimated accuracy of +/- 6 seconds.
 AZ0377
 AZ0377.The orthometric height was determined by differential leveling
 AZ0377.and adjusted by the National Geodetic Survey in June 1991..
 AZ0377
 AZ0377.The geoid height was determined by GEOID03.
 AZ0377
 AZ0377.The dynamic height is computed by dividing the NAVD 88
 AZ0377.geopotential number by the normal gravity value computed on the
 AZ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0377.degrees latitude (g = 980.6199 gals.).
 AZ0377
 AZ0377.The modeled gravity was interpolated from observed gravity values.
 AZ0377
 AZ0377;                    North         East    Units  Estimated Accuracy
 AZ0377;SPC TXSC     - 4,235,510.      317,380.      MT  (+/- 180 meters Scaled)
 AZ0377
 AZ0377                          SUPERSEDED SURVEY CONTROL
 AZ0377
 AZ0377.No superseded survey control is available for this station.
 AZ0377
 AZ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU173142(NAD 83)
 AZ0377_MARKER: I = METAL ROD
 AZ0377_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AZ0377+WITH SETTING: INFORMATION.
 AZ0377_SP_SET: SHALLOW SET METAL ROD
 AZ0377_STAMPING: D 1418 1981
 AZ0377_MARK LOGO: NGS   
 AZ0377_PROJECTION: FLUSH
 AZ0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0377_ROD/PIPE-DEPTH: 1.8  meters
 AZ0377
 AZ0377  HISTORY     - Date     Condition        Report By
 AZ0377  HISTORY     - 1981     MONUMENTED       NGS
 AZ0377
 AZ0377                          STATION DESCRIPTION
 AZ0377
 AZ0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0377'23.3 KM (14.45 MI) SE FROM DRYDEN.
 AZ0377'23.3 KM (14.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST
 AZ0377'OFFICE IN DRYDEN, 1.1 KM (0.7 MI) SOUTHEAST OF A TRACK ROAD LEADING
 AZ0377'NORTHWEST, 22.9 METERS (75.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AZ0377'HIGHWAY AND 0.3 METER (1.0 FT) NORTHEAST OF A FENCE.  NOTE=ACCESS TO
 AZ0377'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AZ0377'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AZ0377'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0767 ***********************************************************************
 BP0767  DESIGNATION -  D 1419
 BP0767  PID         -  BP0767
 BP0767  STATE/COUNTY-  TX/TERRELL
 BP0767  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0767
 BP0767                         *CURRENT SURVEY CONTROL
 BP0767  ___________________________________________________________________
 BP0767* NAD 83(1986)-  30 09 41.     (N)    102 31 02.     (W)     SCALED    
 BP0767* NAVD 88     -       934.869  (meters)    3067.15   (feet)  ADJUSTED  
 BP0767  ___________________________________________________________________
 BP0767  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 BP0767  DYNAMIC HT  -         933.410 (meters)    3062.36  (feet)  COMP
 BP0767  MODELED GRAV-     979,049.2   (mgal)                       NAVD 88
 BP0767
 BP0767  VERT ORDER  -  FIRST     CLASS II
 BP0767
 BP0767.The horizontal coordinates were scaled from a topographic map and have
 BP0767.an estimated accuracy of +/- 6 seconds.
 BP0767
 BP0767.The orthometric height was determined by differential leveling
 BP0767.and adjusted by the National Geodetic Survey in June 1991..
 BP0767
 BP0767.The geoid height was determined by GEOID03.
 BP0767
 BP0767.The dynamic height is computed by dividing the NAVD 88
 BP0767.geopotential number by the normal gravity value computed on the
 BP0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0767.degrees latitude (g = 980.6199 gals.).
 BP0767
 BP0767.The modeled gravity was interpolated from observed gravity values.
 BP0767
 BP0767;                    North         East    Units  Estimated Accuracy
 BP0767;SPC TXSC     - 4,263,110.      261,250.      MT  (+/- 180 meters Scaled)
 BP0767
 BP0767                          SUPERSEDED SURVEY CONTROL
 BP0767
 BP0767.No superseded survey control is available for this station.
 BP0767
 BP0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP391392(NAD 83)
 BP0767_MARKER: DB = BENCH MARK DISK
 BP0767_SETTING: 66 = SET IN ROCK OUTCROP
 BP0767_SP_SET: ROCK OUTCROP
 BP0767_STAMPING: D 1419 1981
 BP0767_MARK LOGO: NGS   
 BP0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0767+STABILITY: POSITION/ELEVATION WELL
 BP0767
 BP0767  HISTORY     - Date     Condition        Report By
 BP0767  HISTORY     - 1981     MONUMENTED       NGS
 BP0767
 BP0767                          STATION DESCRIPTION
 BP0767
 BP0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0767'13.1 KM (8.1 MI) WEST FROM SANDERSON.
 BP0767'0.1 KM (0.05 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0767'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 12.9 KM (8.0 MI)
 BP0767'WESTERLY ALONG U.S. HIGHWAY 90, 0.4 KM (0.25 MI) NORTHEAST OF RAILROAD
 BP0767'MILEMARKER 523, IN AN EXPOSED AREA OF OUTCROPPING BEDROCK, 47.5 METERS
 BP0767'(155.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE, 24.4 METERS
 BP0767'(80.1 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.1
 BP0767'METERS (33.1 FT) SOUTHWEST OF A UTILITY POLE AND 2.7 METERS (8.9 FT)
 BP0767'SOUTH-SOUTHEAST OF A FENCE.
 BP0767'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BP0767'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0362 ***********************************************************************
 DP0362  DESIGNATION -  D 142
 DP0362  PID         -  DP0362
 DP0362  STATE/COUNTY-  TX/LUBBOCK
 DP0362  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0362
 DP0362                         *CURRENT SURVEY CONTROL
 DP0362  ___________________________________________________________________
 DP0362* NAD 83(1986)-  33 34 38.     (N)    101 50 31.     (W)     SCALED    
 DP0362* NAVD 88     -       974.985  (meters)    3198.76   (feet)  ADJUSTED  
 DP0362  ___________________________________________________________________
 DP0362  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DP0362  DYNAMIC HT  -         973.724 (meters)    3194.63  (feet)  COMP
 DP0362  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 DP0362
 DP0362  VERT ORDER  -  FIRST     CLASS II
 DP0362
 DP0362.The horizontal coordinates were scaled from a topographic map and have
 DP0362.an estimated accuracy of +/- 6 seconds.
 DP0362
 DP0362.The orthometric height was determined by differential leveling
 DP0362.and adjusted by the National Geodetic Survey in June 1991..
 DP0362
 DP0362.The geoid height was determined by GEOID03.
 DP0362
 DP0362.The dynamic height is computed by dividing the NAVD 88
 DP0362.geopotential number by the normal gravity value computed on the
 DP0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0362.degrees latitude (g = 980.6199 gals.).
 DP0362
 DP0362.The modeled gravity was interpolated from observed gravity values.
 DP0362
 DP0362;                    North         East    Units  Estimated Accuracy
 DP0362;SPC TXNC     - 2,216,800.      289,810.      MT  (+/- 180 meters Scaled)
 DP0362
 DP0362                          SUPERSEDED SURVEY CONTROL
 DP0362
 DP0362  NGVD 29 (??/??/92)  974.616  (m)         3197.55   (f) ADJ UNCH    1 2
 DP0362
 DP0362.Superseded values are not recommended for survey control.
 DP0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0362.See file dsdata.txt to determine how the superseded data were derived.
 DP0362
 DP0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC362189(NAD 83)
 DP0362_MARKER: DB = BENCH MARK DISK
 DP0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0362_STAMPING: 3177.461 D 142 1933
 DP0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0362+STABILITY: SURFACE MOTION
 DP0362
 DP0362  HISTORY     - Date     Condition        Report By
 DP0362  HISTORY     - 1933     MONUMENTED       CGS
 DP0362  HISTORY     - 1945     GOOD             NGS
 DP0362
 DP0362                          STATION DESCRIPTION
 DP0362
 DP0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DP0362'IN LUBBOCK.
 DP0362'1.9 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DP0362'THE STATION AT LUBBOCK, LUBBOCK COUNTY, AT STATION 6412+30 (MILEAGE
 DP0362'358.49), ABOUT 8-1/2 RAILS EAST OF A BLOCK SIGNAL, ABOUT 6-1/2 RAILS
 DP0362'WEST OF THE CROSSING OF THE PANHANDLE AND SANTA FE RAILWAY, ABOUT 3
 DP0362'RAILS WEST OF A PUBLIC-ROAD CROSSING, 49 FEET SOUTH OF THE TRACK, AND
 DP0362'4 FEET EAST OF A CORNER OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 DP0362'STAMPED 3177.461 D 142 1933 AND SET IN THE TOP OF A CONCRETE POST
 DP0362'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1308 ***********************************************************************
 AE1308  DESIGNATION -  D 1420
 AE1308  PID         -  AE1308
 AE1308  STATE/COUNTY-  TX/STARR
 AE1308  USGS QUAD   -  FALCON VILLAGE (1965)
 AE1308
 AE1308                         *CURRENT SURVEY CONTROL
 AE1308  ___________________________________________________________________
 AE1308* NAD 83(1986)-  26 33 28.     (N)    099 09 43.     (W)     SCALED    
 AE1308* NAVD 88     -        99.726  (meters)     327.18   (feet)  ADJUSTED  
 AE1308  ___________________________________________________________________
 AE1308  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AE1308  DYNAMIC HT  -          99.563 (meters)     326.65  (feet)  COMP
 AE1308  MODELED GRAV-     979,016.6   (mgal)                       NAVD 88
 AE1308
 AE1308  VERT ORDER  -  FIRST     CLASS II
 AE1308
 AE1308.The horizontal coordinates were scaled from a topographic map and have
 AE1308.an estimated accuracy of +/- 6 seconds.
 AE1308
 AE1308.The orthometric height was determined by differential leveling
 AE1308.and adjusted by the National Geodetic Survey in June 1991..
 AE1308
 AE1308.The geoid height was determined by GEOID03.
 AE1308
 AE1308.The dynamic height is computed by dividing the NAVD 88
 AE1308.geopotential number by the normal gravity value computed on the
 AE1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1308.degrees latitude (g = 980.6199 gals.).
 AE1308
 AE1308.The modeled gravity was interpolated from observed gravity values.
 AE1308
 AE1308;                    North         East    Units  Estimated Accuracy
 AE1308;SPC TX S     - 5,098,900.      234,050.      MT  (+/- 180 meters Scaled)
 AE1308
 AE1308                          SUPERSEDED SURVEY CONTROL
 AE1308
 AE1308.No superseded survey control is available for this station.
 AE1308
 AE1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ838374(NAD 83)
 AE1308_MARKER: I = METAL ROD
 AE1308_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 AE1308_SP_SET: STUCTURE ON BEDROCK
 AE1308_STAMPING: D 1420 1981
 AE1308_MARK LOGO: NGS   
 AE1308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1308+STABILITY: POSITION/ELEVATION WELL
 AE1308
 AE1308  HISTORY     - Date     Condition        Report By
 AE1308  HISTORY     - 1981     MONUMENTED       NGS
 AE1308  HISTORY     - 20040516 GOOD             USPSQD
 AE1308
 AE1308                          STATION DESCRIPTION
 AE1308
 AE1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1308'4.8 KM (2.95 MI) NNW FROM FALCON HEIGHTS.
 AE1308'0.40 KM (0.25 MI) NORTH NORTHWEST ALONG FARM ROAD 2098 FROM THE POST
 AE1308'OFFICE IN FALCON HEIGHTS, THENCE 4.4 KM (2.7 MI) WEST SOUTHWEST ALONG
 AE1308'PARK ROAD SPUR 2098 TO FALCON DAM, SET VERTICALLY IN THE EAST FACE AT
 AE1308'THE SOUTHEAST CORNER OF DAM CONCRETE SUPER STRUCTURE, ALSO 1.8 KM
 AE1308'(1.1 MI) WEST NORTHWEST OF U.S. CUSTOMS ENTRANCE GATE, 5.8 METERS
 AE1308'(18.9 FT) NORTH NORTHEAST OF CENTERLINE OF HIGHWAY, 0.52 METERS
 AE1308'(1.7 FT) NORTH OF THE SOUTHEAST CORNER OF SUPER STRUCTURE, NOTE, SUPER
 AE1308'STRUCTURE OF DAM IS SET ON BEDROCK, ABOUT 140 FT DEEP.
 AE1308'THE MARK IS 1.5 M ABOVE ASPHALT PARKING ROAD.
 AE1308
 AE1308                          STATION RECOVERY (2004)
 AE1308
 AE1308'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE1308'LOCATION USING GARMIN GPS 12 = N26 33.475' W099 09.688'.  THIS IS IN
 AE1308'THE INTERNATIONAL WATER AND BOUNDARY COMMISSION AREA, PERMISSION IS
 AE1308'NEEDED TO GAIN ENTRANCE TO THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1258 ***********************************************************************
 AE1258  DESIGNATION -  D 1421
 AE1258  PID         -  AE1258
 AE1258  STATE/COUNTY-  TX/HIDALGO
 AE1258  USGS QUAD   -  LOS EBANOS (1965)
 AE1258
 AE1258                         *CURRENT SURVEY CONTROL
 AE1258  ___________________________________________________________________
 AE1258* NAD 83(1986)-  26 14 51.     (N)    098 30 24.     (W)     SCALED    
 AE1258* NAVD 88     -        50.576  (meters)     165.93   (feet)  ADJUSTED  
 AE1258  ___________________________________________________________________
 AE1258  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE1258  DYNAMIC HT  -          50.492 (meters)     165.66  (feet)  COMP
 AE1258  MODELED GRAV-     978,987.5   (mgal)                       NAVD 88
 AE1258
 AE1258  VERT ORDER  -  FIRST     CLASS II
 AE1258
 AE1258.The horizontal coordinates were scaled from a topographic map and have
 AE1258.an estimated accuracy of +/- 6 seconds.
 AE1258
 AE1258.The orthometric height was determined by differential leveling
 AE1258.and adjusted by the National Geodetic Survey in June 1991..
 AE1258
 AE1258.The geoid height was determined by GEOID03.
 AE1258
 AE1258.The dynamic height is computed by dividing the NAVD 88
 AE1258.geopotential number by the normal gravity value computed on the
 AE1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1258.degrees latitude (g = 980.6199 gals.).
 AE1258
 AE1258.The modeled gravity was interpolated from observed gravity values.
 AE1258
 AE1258;                    North         East    Units  Estimated Accuracy
 AE1258;SPC TX S     - 5,064,350.      299,330.      MT  (+/- 180 meters Scaled)
 AE1258
 AE1258                          SUPERSEDED SURVEY CONTROL
 AE1258
 AE1258.No superseded survey control is available for this station.
 AE1258
 AE1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ492031(NAD 83)
 AE1258_MARKER: I = METAL ROD
 AE1258_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1258_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AE1258_STAMPING: D 1421 1981
 AE1258_MARK LOGO: NGS   
 AE1258_PROJECTION: FLUSH
 AE1258_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1258+STABILITY: POSITION/ELEVATION WELL
 AE1258_ROD/PIPE-DEPTH: 7.3  meters
 AE1258_SLEEVE-DEPTH  : 4.57 meters
 AE1258
 AE1258  HISTORY     - Date     Condition        Report By
 AE1258  HISTORY     - 1981     MONUMENTED       NGS
 AE1258  HISTORY     - 19920707 GOOD             USPSQD
 AE1258
 AE1258                          STATION DESCRIPTION
 AE1258
 AE1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1258'2.9 KM (1.8 MI) WEST FROM LA JOYA.
 AE1258'2.9 KM (1.8 MI) WEST ALONG U.S. HIGHWAY 83 WESTBOUND FROM THE JUNCTION
 AE1258'OF FARM ROAD 2521 SOUTH AT LA JOYA, ALSO 5.6 KM (3.5 MI) EAST ALONG
 AE1258'U.S. HIGHWAY 83 EASTBOUND FROM THE JNCTION OF FARM ROAD 886 SOUTH AT
 AE1258'SULLIVAN CITY, 0.2 KM (0.15 MI) EAST OF THE JUNCTION OF A PAVED ROAD
 AE1258'LEADING NORTH AND SOUTH, AT HAVANA, AT THE LA JOYA WATER PLANT,
 AE1258'57.9 METERS (190.0 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES.
 AE1258'42.4 METERS (139.0 FT) SOUTH OF A CORNER FENCE POST AT HIGHWAY RIGHT
 AE1258'OF WAY.  48.6 METERS (159.5 FT) NORTH NORTHWEST OF THE NORTHWEST
 AE1258'CORNER OF STUCCO BUILDING PLANT, 39.3 METERS (128.9 FT) NORTH OF A
 AE1258'T-CORNER FENCE POST, 37.5 METERS (123.0 FT) SOUTH OF A POWERLINE POLE
 AE1258'NUMBER A 4452, AND 0.82 METERS (2.7 FT) EAST OF A FENCE LINE.
 AE1258'THE MARK IS 0.76 METERS  E FROM A WITNESS POST.
 AE1258'THE MARK IS ABOVE LEVEL WITH GROUND.
 AE1258
 AE1258                          STATION RECOVERY (1992)
 AE1258
 AE1258'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE1258'RECOVERED IN GOOD CONDITION.  NOTE--LID REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1314 ***********************************************************************
 AB1314  DESIGNATION -  D 1422
 AB1314  PID         -  AB1314
 AB1314  STATE/COUNTY-  TX/HIDALGO
 AB1314  USGS QUAD   -  MERCEDES (1983)
 AB1314
 AB1314                         *CURRENT SURVEY CONTROL
 AB1314  ___________________________________________________________________
 AB1314* NAD 83(1986)-  26 09 18.     (N)    097 57 42.     (W)     SCALED    
 AB1314* NAVD 88     -        24.076  (meters)      78.99   (feet)  ADJUSTED  
 AB1314  ___________________________________________________________________
 AB1314  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AB1314  DYNAMIC HT  -          24.036 (meters)      78.86  (feet)  COMP
 AB1314  MODELED GRAV-     979,009.8   (mgal)                       NAVD 88
 AB1314
 AB1314  VERT ORDER  -  FIRST     CLASS II
 AB1314
 AB1314.The horizontal coordinates were scaled from a topographic map and have
 AB1314.an estimated accuracy of +/- 6 seconds.
 AB1314
 AB1314.The orthometric height was determined by differential leveling
 AB1314.and adjusted by the National Geodetic Survey in June 1991..
 AB1314
 AB1314.The geoid height was determined by GEOID03.
 AB1314
 AB1314.The dynamic height is computed by dividing the NAVD 88
 AB1314.geopotential number by the normal gravity value computed on the
 AB1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1314.degrees latitude (g = 980.6199 gals.).
 AB1314
 AB1314.The modeled gravity was interpolated from observed gravity values.
 AB1314
 AB1314;                    North         East    Units  Estimated Accuracy
 AB1314;SPC TX S     - 5,054,220.      353,830.      MT  (+/- 180 meters Scaled)
 AB1314
 AB1314                          SUPERSEDED SURVEY CONTROL
 AB1314
 AB1314.No superseded survey control is available for this station.
 AB1314
 AB1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP037932(NAD 83)
 AB1314_MARKER: I = METAL ROD
 AB1314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1314_SP_SET: STAINLESS STEEL ROD
 AB1314_STAMPING: D 1422 1981
 AB1314_MARK LOGO: NGS   
 AB1314_PROJECTION: RECESSED 3 CENTIMETERS
 AB1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1314+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AB1314_ROD/PIPE-DEPTH: 9.8  meters
 AB1314
 AB1314  HISTORY     - Date     Condition        Report By
 AB1314  HISTORY     - 1981     MONUMENTED       NGS
 AB1314  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AB1314  HISTORY     - 20040206 GOOD             GEOCAC
 AB1314
 AB1314                          STATION DESCRIPTION
 AB1314
 AB1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1314'3.0 KM (1.85 MI) EAST FROM WESLACO.
 AB1314'3.0 KM (1.85 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB1314'OF FARM ROAD 88 AT WESLACO, ALSO 5.0 KM (3.1 MI) WEST ALONG U.S.
 AB1314'HIGHWAY 83 BUSINESS FROM THE JUNCTION OF FARM ROAD 491 IN MERCEDES, ON
 AB1314'THE PROPERTY OF THE TEXAS A AND M UNIVERSITY AGRICULTURAL RESEARCH
 AB1314'AND EXTENSION CENTER AT WESLACO, SET BETWEEN THE WESTERN TWO OF THREE
 AB1314'STONE MONUMENTS HONORING THE NEBRASKA AND INDIANA NATIONAL GUARDS,
 AB1314'65.8 METERS (216.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AB1314'40.2 METERS (132.0 FT) NORTH OF THE NORTH RAIL OF THE MISSOURI PACIFIC
 AB1314'RAILROAD, 25.5 METERS (83.5 FT) EAST OF THE CENTERLINE OF A DRIVE
 AB1314'LEADING NORTH ONTO THE UNIVERSITY PROPERTY, 22.7 METERS (74.5 FT)
 AB1314'SOUTH OF THE CENTER OF THE DOOR AT THE EXTENSION SERVICE OFFICE,
 AB1314'1.6 METERS (5.2 FT) WEST OF THE WEST FACE OF THE NEBRASKA NATIONAL
 AB1314'GUARD MONUMENT, AND 1.7 METERS (5.7 FT) EAST OF THE EAST FACE OF THE
 AB1314'INDIANA NATIONAL GUARD MONUMENT.
 AB1314'THE MARK IS ABOVE LEVEL WITH TRACKS.
 AB1314
 AB1314                          STATION RECOVERY (2003)
 AB1314
 AB1314'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 AB1314'NOT FOUND. AREA HAS BEEN REBUILT WITHIN THE LAST DECADE AND MARKS NOT
 AB1314'FOUND
 AB1314
 AB1314                          STATION RECOVERY (2004)
 AB1314
 AB1314'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1314'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0677 ***********************************************************************
 BP0677  DESIGNATION -  D 1426
 BP0677  PID         -  BP0677
 BP0677  STATE/COUNTY-  TX/PECOS
 BP0677  USGS QUAD   -  EAST MESA (1970)
 BP0677
 BP0677                         *CURRENT SURVEY CONTROL
 BP0677  ___________________________________________________________________
 BP0677* NAD 83(1986)-  30 53 24.     (N)    102 43 31.     (W)     SCALED    
 BP0677* NAVD 88     -       870.694  (meters)    2856.60   (feet)  ADJUSTED  
 BP0677  ___________________________________________________________________
 BP0677  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0677  DYNAMIC HT  -         869.372 (meters)    2852.26  (feet)  COMP
 BP0677  MODELED GRAV-     979,093.1   (mgal)                       NAVD 88
 BP0677
 BP0677  VERT ORDER  -  FIRST     CLASS II
 BP0677
 BP0677.The horizontal coordinates were scaled from a topographic map and have
 BP0677.an estimated accuracy of +/- 6 seconds.
 BP0677
 BP0677.The orthometric height was determined by differential leveling
 BP0677.and adjusted by the National Geodetic Survey in June 1991..
 BP0677
 BP0677.The geoid height was determined by GEOID03.
 BP0677
 BP0677.The dynamic height is computed by dividing the NAVD 88
 BP0677.geopotential number by the normal gravity value computed on the
 BP0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0677.degrees latitude (g = 980.6199 gals.).
 BP0677
 BP0677.The modeled gravity was interpolated from observed gravity values.
 BP0677
 BP0677;                    North         East    Units  Estimated Accuracy
 BP0677;SPC TX C     - 3,138,070.      471,340.      MT  (+/- 180 meters Scaled)
 BP0677
 BP0677                          SUPERSEDED SURVEY CONTROL
 BP0677
 BP0677.No superseded survey control is available for this station.
 BP0677
 BP0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ174196(NAD 83)
 BP0677_MARKER: I = METAL ROD
 BP0677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0677_SP_SET: STAINLESS STEEL ROD
 BP0677_STAMPING: D 1426 1981
 BP0677_MARK LOGO: NGS   
 BP0677_PROJECTION: FLUSH
 BP0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0677+STABILITY: POSITION/ELEVATION WELL
 BP0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0677+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 BP0677_ROD/PIPE-DEPTH: 5.2  meters
 BP0677
 BP0677  HISTORY     - Date     Condition        Report By
 BP0677  HISTORY     - 1981     MONUMENTED       NGS
 BP0677  HISTORY     - 20011029 GOOD             TXDOT
 BP0677  HISTORY     - 20030827 GOOD             USPSQD
 BP0677
 BP0677                          STATION DESCRIPTION
 BP0677
 BP0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0677'14.1 KM (8.75 MI) EAST FROM FORT STOCKTON.
 BP0677'14.1 KM (8.75 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0677'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, 0.2 KM (0.1 MI) WEST
 BP0677'OF MILEPOST 269, 1.4 KM (0.85 MI) EAST OF MILEPOST 268, 43.6 METERS
 BP0677'(143.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.7 METERS (51.5
 BP0677'FT) NORTHEAST OF THE NORTHEAST END OF A BOX CULVERT AND 2.5 METERS
 BP0677'(8.2 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 BP0677'THROUGH A 5-INCH LOGO CAP.
 BP0677'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 BP0677'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BP0677
 BP0677                          STATION RECOVERY (2001)
 BP0677
 BP0677'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 BP0677'RECOVERED IN GOOD CONDITION.
 BP0677
 BP0677                          STATION RECOVERY (2003)
 BP0677
 BP0677'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0677'WITNESS POST AND SIGN IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0655 ***********************************************************************
 CC0655  DESIGNATION -  D 1427
 CC0655  PID         -  CC0655
 CC0655  STATE/COUNTY-  TX/CRANE
 CC0655  USGS QUAD   -  GIRVIN SE (1972)
 CC0655
 CC0655                         *CURRENT SURVEY CONTROL
 CC0655  ___________________________________________________________________
 CC0655* NAD 83(1986)-  31 05 22.     (N)    102 20 52.     (W)     SCALED    
 CC0655* NAVD 88     -       703.080  (meters)    2306.69   (feet)  ADJUSTED  
 CC0655  ___________________________________________________________________
 CC0655  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CC0655  DYNAMIC HT  -         702.079 (meters)    2303.40  (feet)  COMP
 CC0655  MODELED GRAV-     979,194.4   (mgal)                       NAVD 88
 CC0655
 CC0655  VERT ORDER  -  FIRST     CLASS II
 CC0655
 CC0655.The horizontal coordinates were scaled from a topographic map and have
 CC0655.an estimated accuracy of +/- 6 seconds.
 CC0655
 CC0655.The orthometric height was determined by differential leveling
 CC0655.and adjusted by the National Geodetic Survey in June 1991..
 CC0655
 CC0655.The geoid height was determined by GEOID03.
 CC0655
 CC0655.The dynamic height is computed by dividing the NAVD 88
 CC0655.geopotential number by the normal gravity value computed on the
 CC0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0655.degrees latitude (g = 980.6199 gals.).
 CC0655
 CC0655.The modeled gravity was interpolated from observed gravity values.
 CC0655
 CC0655;                    North         East    Units  Estimated Accuracy
 CC0655;SPC TX C     - 3,159,460.      507,830.      MT  (+/- 180 meters Scaled)
 CC0655
 CC0655                          SUPERSEDED SURVEY CONTROL
 CC0655
 CC0655.No superseded survey control is available for this station.
 CC0655
 CC0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ530425(NAD 83)
 CC0655_MARKER: DB = BENCH MARK DISK
 CC0655_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0655_SP_SET: PIER
 CC0655_STAMPING: D 1427 1981
 CC0655_MARK LOGO: NGS   
 CC0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0655
 CC0655  HISTORY     - Date     Condition        Report By
 CC0655  HISTORY     - 1981     MONUMENTED       NGS
 CC0655  HISTORY     - 20010217 GOOD             USPSQD
 CC0655
 CC0655                          STATION DESCRIPTION
 CC0655
 CC0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0655'5.0 KM (3.1 MI) NE FROM GIRVIN.
 CC0655'5.0 KM (3.1 MI) NORTHEAST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0655'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN, SET VERTICALLY IN THE
 CC0655'NORTHWEST FACE OF THE MOST SOUTHWEST ONE OF THREE PIERS, ON THE
 CC0655'SOUTHWEST SIDE OF THE HIGHWAY, OF A RAILROAD OVERPASS, 9.8 METERS
 CC0655'(32.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CC0655'THE MARK IS 1.6 M ABOVE THE GROUND.
 CC0655
 CC0655                          STATION RECOVERY (2001)
 CC0655
 CC0655'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0758 ***********************************************************************
 CA0758  DESIGNATION -  D 1429
 CA0758  PID         -  CA0758
 CA0758  STATE/COUNTY-  TX/MCCULLOCH
 CA0758  USGS QUAD   -  WEST SWEDEN (1987)
 CA0758
 CA0758                         *CURRENT SURVEY CONTROL
 CA0758  ___________________________________________________________________
 CA0758* NAD 83(1986)-  31 10 59.     (N)    099 25 22.     (W)     SCALED    
 CA0758* NAVD 88     -       556.963  (meters)    1827.30   (feet)  ADJUSTED  
 CA0758  ___________________________________________________________________
 CA0758  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CA0758  DYNAMIC HT  -         556.209 (meters)    1824.83  (feet)  COMP
 CA0758  MODELED GRAV-     979,270.1   (mgal)                       NAVD 88
 CA0758
 CA0758  VERT ORDER  -  FIRST     CLASS II
 CA0758
 CA0758.The horizontal coordinates were scaled from a topographic map and have
 CA0758.an estimated accuracy of +/- 6 seconds.
 CA0758
 CA0758.The orthometric height was determined by differential leveling
 CA0758.and adjusted by the National Geodetic Survey in June 1991..
 CA0758
 CA0758.The geoid height was determined by GEOID03.
 CA0758
 CA0758.The dynamic height is computed by dividing the NAVD 88
 CA0758.geopotential number by the normal gravity value computed on the
 CA0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0758.degrees latitude (g = 980.6199 gals.).
 CA0758
 CA0758.The modeled gravity was interpolated from observed gravity values.
 CA0758
 CA0758;                    North         East    Units  Estimated Accuracy
 CA0758;SPC TX C     - 3,168,460.      786,790.      MT  (+/- 180 meters Scaled)
 CA0758
 CA0758                          SUPERSEDED SURVEY CONTROL
 CA0758
 CA0758.No superseded survey control is available for this station.
 CA0758
 CA0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV597499(NAD 83)
 CA0758_MARKER: I = METAL ROD
 CA0758_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0758_SP_SET: STAINLESS STEEL ROD
 CA0758_STAMPING: D 1429 1981
 CA0758_MARK LOGO: NGS   
 CA0758_PROJECTION: FLUSH
 CA0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0758_ROD/PIPE-DEPTH: 3.7  meters
 CA0758
 CA0758  HISTORY     - Date     Condition        Report By
 CA0758  HISTORY     - 1981     MONUMENTED       NGS
 CA0758  HISTORY     - 19970709 GOOD             USPSQD
 CA0758
 CA0758                          STATION DESCRIPTION
 CA0758
 CA0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0758'10.4 KM (6.45 MI) NW FROM BRADY.
 CA0758'10.4 KM (6.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM THE
 CA0758'COURTHOUSE IN BRADY, 0.4 KM (0.25 MI) WEST-NORTHWEST OF A GRAVELED
 CA0758'ROAD LEADING NORTH, 0.2 KM (0.1 MI) EAST-SOUTHEAST OF A PRIVATE
 CA0758'DRIVEWAY, 14.8 METERS (48.6 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 CA0758'THE HIGHWAY AND 2.1 METERS (6.9 FT) WEST-NORTHWEST OF A T-FENCE
 CA0758'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0758'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 CA0758'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0758
 CA0758                          STATION RECOVERY (1997)
 CA0758
 CA0758'RECOVERY NOTE BY US POWER SQUADRON 1997
 CA0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0177 ***********************************************************************
 CV0177  DESIGNATION -  D 143
 CV0177  PID         -  CV0177
 CV0177  STATE/COUNTY-  TX/TERRY
 CV0177  USGS QUAD   -  SEAGRAVES (1970)
 CV0177
 CV0177                         *CURRENT SURVEY CONTROL
 CV0177  ___________________________________________________________________
 CV0177* NAD 83(1986)-  32 58 17.     (N)    102 31 23.     (W)     SCALED    
 CV0177* NAVD 88     -      1028.834  (meters)    3375.43   (feet)  ADJUSTED  
 CV0177  ___________________________________________________________________
 CV0177  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 CV0177  DYNAMIC HT  -        1027.473 (meters)    3370.97  (feet)  COMP
 CV0177  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 CV0177
 CV0177  VERT ORDER  -  FIRST     CLASS II
 CV0177
 CV0177.The horizontal coordinates were scaled from a topographic map and have
 CV0177.an estimated accuracy of +/- 6 seconds.
 CV0177
 CV0177.The orthometric height was determined by differential leveling
 CV0177.and adjusted by the National Geodetic Survey in June 1991..
 CV0177
 CV0177.The geoid height was determined by GEOID03.
 CV0177
 CV0177.The dynamic height is computed by dividing the NAVD 88
 CV0177.geopotential number by the normal gravity value computed on the
 CV0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0177.degrees latitude (g = 980.6199 gals.).
 CV0177
 CV0177.The modeled gravity was interpolated from observed gravity values.
 CV0177
 CV0177;                    North         East    Units  Estimated Accuracy
 CV0177;SPC TXNC     - 2,151,880.      224,050.      MT  (+/- 180 meters Scaled)
 CV0177
 CV0177                          SUPERSEDED SURVEY CONTROL
 CV0177
 CV0177  NGVD 29 (??/??/92) 1028.514  (m)         3374.38   (f) ADJ UNCH    1 2
 CV0177
 CV0177.Superseded values are not recommended for survey control.
 CV0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0177.See file dsdata.txt to determine how the superseded data were derived.
 CV0177
 CV0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS314508(NAD 83)
 CV0177_MARKER: DB = BENCH MARK DISK
 CV0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0177_STAMPING: 3374.383 D 143 1934
 CV0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0177+STABILITY: SURFACE MOTION
 CV0177
 CV0177  HISTORY     - Date     Condition        Report By
 CV0177  HISTORY     - 1934     MONUMENTED       CGS
 CV0177  HISTORY     - 1963     MARK NOT FOUND   NGS
 CV0177  HISTORY     - 1969     MARK NOT FOUND   USGS
 CV0177
 CV0177                          STATION DESCRIPTION
 CV0177
 CV0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CV0177'3.1 MI NE FROM SEAGRAVES.
 CV0177'3.1 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CV0177'STATION AT SEAGRAVES, GAINES COUNTY, ABOUT 35-3/4 RAILS NORTHEAST OF
 CV0177'MILEPOST 60, ABOUT 0.8 MILE SOUTHWEST OF MILEPOST 59, ABOUT 42-1/2
 CV0177'RAILS NORTHEAST OF A PUBLIC-ROAD CROSSING, ABOUT 1-1/2 RAILS NORTHEAST
 CV0177'OF A SIGN W, 43 FEET SOUTHEAST OF THE TRACK, AND 2 FEET NORTHWEST OF
 CV0177'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 3374.383 D 143 1934
 CV0177'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 CV0177'GROUND.
 CV0177
 CV0177                          STATION RECOVERY (1969)
 CV0177
 CV0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CV0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0733 ***********************************************************************
 CA0733  DESIGNATION -  D 1430
 CA0733  PID         -  CA0733
 CA0733  STATE/COUNTY-  TX/CONCHO
 CA0733  USGS QUAD   -  EDEN (1970)
 CA0733
 CA0733                         *CURRENT SURVEY CONTROL
 CA0733  ___________________________________________________________________
 CA0733* NAD 83(1986)-  31 13 01.     (N)    099 52 26.     (W)     SCALED    
 CA0733* NAVD 88     -       629.564  (meters)    2065.49   (feet)  ADJUSTED  
 CA0733  ___________________________________________________________________
 CA0733  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CA0733  DYNAMIC HT  -         628.689 (meters)    2062.62  (feet)  COMP
 CA0733  MODELED GRAV-     979,229.6   (mgal)                       NAVD 88
 CA0733
 CA0733  VERT ORDER  -  FIRST     CLASS II
 CA0733
 CA0733.The horizontal coordinates were scaled from a topographic map and have
 CA0733.an estimated accuracy of +/- 6 seconds.
 CA0733
 CA0733.The orthometric height was determined by differential leveling
 CA0733.and adjusted by the National Geodetic Survey in June 1991..
 CA0733
 CA0733.The geoid height was determined by GEOID03.
 CA0733
 CA0733.The dynamic height is computed by dividing the NAVD 88
 CA0733.geopotential number by the normal gravity value computed on the
 CA0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0733.degrees latitude (g = 980.6199 gals.).
 CA0733
 CA0733.The modeled gravity was interpolated from observed gravity values.
 CA0733
 CA0733;                    North         East    Units  Estimated Accuracy
 CA0733;SPC TX C     - 3,171,950.      743,770.      MT  (+/- 180 meters Scaled)
 CA0733
 CA0733                          SUPERSEDED SURVEY CONTROL
 CA0733
 CA0733.No superseded survey control is available for this station.
 CA0733
 CA0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV167539(NAD 83)
 CA0733_MARKER: DB = BENCH MARK DISK
 CA0733_SETTING: 66 = SET IN ROCK OUTCROP
 CA0733_SP_SET: ROCK OUTCROP
 CA0733_STAMPING: D 1430 1981
 CA0733_MARK LOGO: NGS   
 CA0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0733
 CA0733  HISTORY     - Date     Condition        Report By
 CA0733  HISTORY     - 1981     MONUMENTED       NGS
 CA0733  HISTORY     - 19991231 GOOD             USPSQD
 CA0733
 CA0733                          STATION DESCRIPTION
 CA0733
 CA0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0733'2.7 KM (1.7 MI) WEST FROM EDEN.
 CA0733'2.7 KM (1.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION
 CA0733'WITH U.S. HIGHWAY 83 IN EDEN, 0.3 KM (0.2 MI) EAST OF A GRAVELED ROAD
 CA0733'LEADING SOUTH, IN TOP OF A 4 BY 20 FT EXPOSED AREA OF OUTCROPPING
 CA0733'BEDROCK, 14.5 METERS (47.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY
 CA0733'AND 7.1 METERS (23.3 FT) SOUTH OF A FENCE.
 CA0733'THE MARK IS 7.1 METERS  S FROM A WITNESS POST.
 CA0733'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0733
 CA0733                          STATION RECOVERY (1999)
 CA0733
 CA0733'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0779 ***********************************************************************
 CB0779  DESIGNATION -  D 1431
 CB0779  PID         -  CB0779
 CB0779  STATE/COUNTY-  TX/TOM GREEN
 CB0779  USGS QUAD   -  VANCOURT (1984)
 CB0779
 CB0779                         *CURRENT SURVEY CONTROL
 CB0779  ___________________________________________________________________
 CB0779* NAD 83(1986)-  31 21 27.     (N)    100 12 36.     (W)     SCALED    
 CB0779* NAVD 88     -       570.603  (meters)    1872.05   (feet)  ADJUSTED  
 CB0779  ___________________________________________________________________
 CB0779  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CB0779  DYNAMIC HT  -         569.822 (meters)    1869.49  (feet)  COMP
 CB0779  MODELED GRAV-     979,254.7   (mgal)                       NAVD 88
 CB0779
 CB0779  VERT ORDER  -  FIRST     CLASS II
 CB0779
 CB0779.The horizontal coordinates were scaled from a topographic map and have
 CB0779.an estimated accuracy of +/- 6 seconds.
 CB0779
 CB0779.The orthometric height was determined by differential leveling
 CB0779.and adjusted by the National Geodetic Survey in June 1991..
 CB0779
 CB0779.The geoid height was determined by GEOID03.
 CB0779
 CB0779.The dynamic height is computed by dividing the NAVD 88
 CB0779.geopotential number by the normal gravity value computed on the
 CB0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0779.degrees latitude (g = 980.6199 gals.).
 CB0779
 CB0779.The modeled gravity was interpolated from observed gravity values.
 CB0779
 CB0779;                    North         East    Units  Estimated Accuracy
 CB0779;SPC TX C     - 3,187,450.      711,730.      MT  (+/- 180 meters Scaled)
 CB0779
 CB0779                          SUPERSEDED SURVEY CONTROL
 CB0779
 CB0779.No superseded survey control is available for this station.
 CB0779
 CB0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV849698(NAD 83)
 CB0779_MARKER: I = METAL ROD
 CB0779_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0779+WITH SETTING: INFORMATION.
 CB0779_SP_SET: SHALLOW SET METAL ROD
 CB0779_STAMPING: D 1431 1981
 CB0779_MARK LOGO: NGS   
 CB0779_PROJECTION: FLUSH
 CB0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0779_ROD/PIPE-DEPTH: 3.0  meters
 CB0779
 CB0779  HISTORY     - Date     Condition        Report By
 CB0779  HISTORY     - 1981     MONUMENTED       NGS
 CB0779
 CB0779                          STATION DESCRIPTION
 CB0779
 CB0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0779'27.3 KM (16.85 MI) SE FROM SAN ANGELO.
 CB0779'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0779'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 16.6 KM (10.3 MI)
 CB0779'SOUTHEASTERLY ALONG U. S. HIGHWAY 87, 21.0 METERS (68.9 FT) SOUTHWEST
 CB0779'OF THE CENTERLINE OF THE HIGHWAY, 7.8 METERS (25.6 FT) WEST OF THE
 CB0779'CENTER OF A DRIVEWAY LEADING SOUTHWEST TO A FARM HOUSE AND 1.1 METERS
 CB0779'(3.6 FT) NORTHWEST OF A UTILITY POLE WITH A GUY CABLE.  NOTE=ACCESS TO
 CB0779'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0779'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CB0779'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1125 ***********************************************************************
 AJ1125  DESIGNATION -  D 1432
 AJ1125  PID         -  AJ1125
 AJ1125  STATE/COUNTY-  TX/WEBB
 AJ1125  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1125
 AJ1125                         *CURRENT SURVEY CONTROL
 AJ1125  ___________________________________________________________________
 AJ1125* NAD 83(1986)-  27 59 36.     (N)    099 31 51.     (W)     SCALED    
 AJ1125* NAVD 88     -       259.101  (meters)     850.07   (feet)  ADJUSTED  
 AJ1125  ___________________________________________________________________
 AJ1125  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AJ1125  DYNAMIC HT  -         258.700 (meters)     848.75  (feet)  COMP
 AJ1125  MODELED GRAV-     979,089.9   (mgal)                       NAVD 88
 AJ1125
 AJ1125  VERT ORDER  -  FIRST     CLASS II
 AJ1125
 AJ1125.The horizontal coordinates were scaled from a topographic map and have
 AJ1125.an estimated accuracy of +/- 6 seconds.
 AJ1125
 AJ1125.The orthometric height was determined by differential leveling
 AJ1125.and adjusted by the National Geodetic Survey in June 1991..
 AJ1125
 AJ1125.The geoid height was determined by GEOID03.
 AJ1125
 AJ1125.The dynamic height is computed by dividing the NAVD 88
 AJ1125.geopotential number by the normal gravity value computed on the
 AJ1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1125.degrees latitude (g = 980.6199 gals.).
 AJ1125
 AJ1125.The modeled gravity was interpolated from observed gravity values.
 AJ1125
 AJ1125;                    North         East    Units  Estimated Accuracy
 AJ1125;SPC TX S     - 5,258,200.      198,600.      MT  (+/- 180 meters Scaled)
 AJ1125
 AJ1125                          SUPERSEDED SURVEY CONTROL
 AJ1125
 AJ1125.No superseded survey control is available for this station.
 AJ1125
 AJ1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR478965(NAD 83)
 AJ1125_MARKER: I = METAL ROD
 AJ1125_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1125+WITH SETTING: INFORMATION.
 AJ1125_SP_SET: SHALLOW SET METAL ROD
 AJ1125_STAMPING: D 1432 1982
 AJ1125_MARK LOGO: NGS   
 AJ1125_PROJECTION: FLUSH
 AJ1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1125_ROD/PIPE-DEPTH: 1.5  meters
 AJ1125
 AJ1125  HISTORY     - Date     Condition        Report By
 AJ1125  HISTORY     - 1982     MONUMENTED       NGS
 AJ1125  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ1125
 AJ1125                          STATION DESCRIPTION
 AJ1125
 AJ1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1125'28.7 KM (17.8 MI) NW FROM WEBB.
 AJ1125'28.7 KM (17.8 MI) NORTHWEST ALONG U.S. HIGHWAY 83 AND JUNCTION OF
 AJ1125'INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, AT THE TOP OF A HILL AND
 AJ1125'DIRT ROAD LEADING WEST TO TWO CONCRETE WATER TANKS, 18.6 METERS
 AJ1125'(61.1 FT) SOUTHWEST OF CENTERLINE OF THE HIGHWAY, 4.6 METERS (15.0 FT)
 AJ1125'SOUTHEAST OF CENTER OF IRON GATE AND DIRT ROAD, 1.5 METERS (5.0 FT)
 AJ1125'SOUTHEAST OF A CORNER FENCE POST, AND 0.3 METER (1.0 FT) NORTHEAST OF
 AJ1125'A FENCE LINE, NOTE ROD DRIVEN TO REFUSAL.
 AJ1125'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AJ1125'THE MARK IS 0.91 M ABOVE HIGHWAY.
 AJ1125
 AJ1125                          STATION RECOVERY (2002)
 AJ1125
 AJ1125'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1583 ***********************************************************************
 AY1583  DESIGNATION -  D 1433
 AY1583  PID         -  AY1583
 AY1583  STATE/COUNTY-  TX/UVALDE
 AY1583  USGS QUAD   -  HACIENDA (1960)
 AY1583
 AY1583                         *CURRENT SURVEY CONTROL
 AY1583  ___________________________________________________________________
 AY1583* NAD 83(1986)-  29 14 19.     (N)    099 55 53.     (W)     SCALED    
 AY1583* NAVD 88     -       287.695  (meters)     943.88   (feet)  ADJUSTED  
 AY1583  ___________________________________________________________________
 AY1583  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AY1583  DYNAMIC HT  -         287.276 (meters)     942.50  (feet)  COMP
 AY1583  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 AY1583
 AY1583  VERT ORDER  -  FIRST     CLASS II
 AY1583
 AY1583.The horizontal coordinates were scaled from a topographic map and have
 AY1583.an estimated accuracy of +/- 6 seconds.
 AY1583
 AY1583.The orthometric height was determined by differential leveling
 AY1583.and adjusted by the National Geodetic Survey in June 1991..
 AY1583
 AY1583.The geoid height was determined by GEOID03.
 AY1583
 AY1583.The dynamic height is computed by dividing the NAVD 88
 AY1583.geopotential number by the normal gravity value computed on the
 AY1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1583.degrees latitude (g = 980.6199 gals.).
 AY1583
 AY1583.The modeled gravity was interpolated from observed gravity values.
 AY1583
 AY1583;                    North         East    Units  Estimated Accuracy
 AY1583;SPC TXSC     - 4,156,100.      509,470.      MT  (+/- 180 meters Scaled)
 AY1583
 AY1583                          SUPERSEDED SURVEY CONTROL
 AY1583
 AY1583.No superseded survey control is available for this station.
 AY1583
 AY1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT094347(NAD 83)
 AY1583_MARKER: I = METAL ROD
 AY1583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1583_SP_SET: STAINLESS STEEL ROD
 AY1583_STAMPING: D 1433 1982
 AY1583_MARK LOGO: NGS   
 AY1583_PROJECTION: FLUSH
 AY1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1583_ROD/PIPE-DEPTH: 4.6  meters
 AY1583
 AY1583  HISTORY     - Date     Condition        Report By
 AY1583  HISTORY     - 1982     MONUMENTED       NGS
 AY1583
 AY1583                          STATION DESCRIPTION
 AY1583
 AY1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1583'13.6 KM (8.45 MI) WSW FROM UVALDE.
 AY1583'13.6 KM (8.45 MI) WEST SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 AY1583'SERVICE ROAD FROM THE STATION IN UVALDE, ALSO 0.56 KM (0.35 MI) WEST
 AY1583'OF RAILROAD MILEPOST NUMBER 309 AT A WOODEN RAILROAD TRESTLE OF THE
 AY1583'SOUTHERN PACIFIC RAILROAD, 14.4 METERS (47.3 FT) SOUTH OF THE SOUTH
 AY1583'RAIL OF RAILROAD, 5.3 METERS (17.5 FT) SOUTH OF SERVICE ROAD,
 AY1583'28.7 METERS (94.0 FT) WEST OF THE WEST END OF RAILROAD TRESTLE, AND
 AY1583'0.30 METERS (1.0 FT) NORTH OF A FENCE.
 AY1583'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 AY1583'THE MARK IS 0.61 M ABOVE SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0163 ***********************************************************************
 AP0163  DESIGNATION -  D 1434
 AP0163  PID         -  AP0163
 AP0163  STATE/COUNTY-  TX/MAVERICK
 AP0163  USGS QUAD   -  PALOMA (1974)
 AP0163
 AP0163                         *CURRENT SURVEY CONTROL
 AP0163  ___________________________________________________________________
 AP0163* NAD 83(1986)-  28 55 52.     (N)    100 29 59.     (W)     SCALED    
 AP0163* NAVD 88     -       261.027  (meters)     856.39   (feet)  ADJUSTED  
 AP0163  ___________________________________________________________________
 AP0163  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AP0163  DYNAMIC HT  -         260.641 (meters)     855.12  (feet)  COMP
 AP0163  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AP0163
 AP0163  VERT ORDER  -  FIRST     CLASS II
 AP0163
 AP0163.The horizontal coordinates were scaled from a topographic map and have
 AP0163.an estimated accuracy of +/- 6 seconds.
 AP0163
 AP0163.The orthometric height was determined by differential leveling
 AP0163.and adjusted by the National Geodetic Survey in June 1991..
 AP0163
 AP0163.The geoid height was determined by GEOID03.
 AP0163
 AP0163.The dynamic height is computed by dividing the NAVD 88
 AP0163.geopotential number by the normal gravity value computed on the
 AP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0163.degrees latitude (g = 980.6199 gals.).
 AP0163
 AP0163.The modeled gravity was interpolated from observed gravity values.
 AP0163
 AP0163;                    North         East    Units  Estimated Accuracy
 AP0163;SPC TXSC     - 4,122,600.      453,790.      MT  (+/- 180 meters Scaled)
 AP0163
 AP0163                          SUPERSEDED SURVEY CONTROL
 AP0163
 AP0163.No superseded survey control is available for this station.
 AP0163
 AP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT538012(NAD 83)
 AP0163_MARKER: I = METAL ROD
 AP0163_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AP0163+WITH SETTING: INFORMATION.
 AP0163_SP_SET: SHALLOW SET METAL ROD
 AP0163_STAMPING: D 1434 1982
 AP0163_MARK LOGO: NGS   
 AP0163_PROJECTION: FLUSH
 AP0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0163_ROD/PIPE-DEPTH: 3.0  meters
 AP0163
 AP0163  HISTORY     - Date     Condition        Report By
 AP0163  HISTORY     - 1982     MONUMENTED       NGS
 AP0163
 AP0163                          STATION DESCRIPTION
 AP0163
 AP0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0163'28.9 KM (17.95 MI) NNE FROM EAGLE PASS.
 AP0163'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0163'EAGLE PASS, THENCE 19.1 KM (11.85 MI) NORTH ALONG U.S. HIGHWAY 277,
 AP0163'CEYLON STREET, TO JUNCTION OF STATE HIGHWAY 131, THENCE NORTH
 AP0163'NORTHEAST ALONG STATE ROUTE 131 FOR 9.55 KM (5.95 MI), 18.3 METERS
 AP0163'(59.9 FT) EAST SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.4 METERS
 AP0163'(37.4 FT) NORTHEAST OF A 30 INCH MESQUITE TREE LOCATED IN RIGHT OF
 AP0163'WAY, 0.30 METERS (1.0 FT) WEST SOUTHWEST OF A FENCE LINE, 1.5 METERS
 AP0163'(5.0 FT) SOUTHWEST OF A TELEPHONE CABLE WARNING POST 475, AND
 AP0163'29.9 METERS (98.0 FT) SOUTHEAST OF A 62-CM (24 IN) MESQUITE TREE,
 AP0163'NOTE, ROD DRIVEN TO REFUSAL.
 AP0163'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AP0163'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1196 ***********************************************************************
 AB1196  DESIGNATION -  D 1435
 AB1196  PID         -  AB1196
 AB1196  STATE/COUNTY-  TX/CAMERON
 AB1196  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB1196
 AB1196                         *CURRENT SURVEY CONTROL
 AB1196  ___________________________________________________________________
 AB1196* NAD 83(1986)-  25 59 23.     (N)    097 31 16.     (W)     SCALED    
 AB1196* NAVD 88     -         8.317  (meters)      27.29   (feet)  ADJUSTED  
 AB1196  ___________________________________________________________________
 AB1196  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 AB1196  DYNAMIC HT  -           8.303 (meters)      27.24  (feet)  COMP
 AB1196  MODELED GRAV-     979,032.4   (mgal)                       NAVD 88
 AB1196
 AB1196  VERT ORDER  -  FIRST     CLASS II
 AB1196
 AB1196.The horizontal coordinates were scaled from a topographic map and have
 AB1196.an estimated accuracy of +/- 6 seconds.
 AB1196
 AB1196.The orthometric height was determined by differential leveling
 AB1196.and adjusted by the National Geodetic Survey in June 1991..
 AB1196
 AB1196.The geoid height was determined by GEOID03.
 AB1196
 AB1196.The dynamic height is computed by dividing the NAVD 88
 AB1196.geopotential number by the normal gravity value computed on the
 AB1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1196.degrees latitude (g = 980.6199 gals.).
 AB1196
 AB1196.The modeled gravity was interpolated from observed gravity values.
 AB1196
 AB1196;                    North         East    Units  Estimated Accuracy
 AB1196;SPC TX S     - 5,036,170.      398,020.      MT  (+/- 180 meters Scaled)
 AB1196
 AB1196                          SUPERSEDED SURVEY CONTROL
 AB1196
 AB1196.No superseded survey control is available for this station.
 AB1196
 AB1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP480753(NAD 83)
 AB1196_MARKER: I = METAL ROD
 AB1196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1196_SP_SET: STAINLESS STEEL ROD
 AB1196_STAMPING: D 1435 1981
 AB1196_MARK LOGO: NGS   
 AB1196_PROJECTION: FLUSH
 AB1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1196_ROD/PIPE-DEPTH: 13.4 meters
 AB1196
 AB1196  HISTORY     - Date     Condition        Report By
 AB1196  HISTORY     - 1981     MONUMENTED       NGS
 AB1196  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB1196
 AB1196                          STATION DESCRIPTION
 AB1196
 AB1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1196'4.7 KM (2.9 MI) SSE FROM OLMITO.
 AB1196'4.7 KM (2.9 MI) SOUTH SOUTHEAST ALONG U.S. HIGHWAY 77 FROM THE
 AB1196'JUNCTION OF FARM ROADS 803 AND 511 IN OLMITO AT A DOUBLE CHAIN LINK
 AB1196'GATE LEADING WEST SOUTHWEST TO THE RANCH VEIJO WELDING SHOP,
 AB1196'9.1 METERS (30.0 FT) WEST SOUTHWEST OF THE WEST SERVICE ROAD OF U.S.
 AB1196'HIGHWAY 77, 5.3 METERS (17.5 FT) SOUTH SOUTHEAST OF THE CENTER OF THE
 AB1196'DOUBLE GATE, 1.8 METERS (6.0 FT) SOUTH OF A POWERLINE POLE WITH A
 AB1196'TELEPHONE UNDERGROUND CABLE SIGN ATTACHED, 0.7 METER (2.5 FT) NORTH
 AB1196'NORTHWEST OF A CHAIN LINK CORNER FENCE POST, 64.0 METERS (210.0 FT)
 AB1196'NORTH NORTHWEST OF A 1.0 METER (3.5 FT) IN DIAMETER PALM TREE,
 AB1196'0.3 METER (1.0 FT) EAST NORTHEAST OF THE CHAIN LINK FENCE.
 AB1196'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 AB1196'THE MARK IS ABOVE LEVEL WITH SERVICE ROAD.
 AB1196
 AB1196                          STATION RECOVERY (1991)
 AB1196
 AB1196'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1248 ***********************************************************************
 AB1248  DESIGNATION -  D 1436
 AB1248  PID         -  AB1248
 AB1248  STATE/COUNTY-  TX/CAMERON
 AB1248  USGS QUAD   -  PORT ISABEL (1983)
 AB1248
 AB1248                         *CURRENT SURVEY CONTROL
 AB1248  ___________________________________________________________________
 AB1248* NAD 83(1986)-  26 06 42.     (N)    097 10 10.     (W)     SCALED    
 AB1248* NAVD 88     -         0.625  (meters)       2.05   (feet)  ADJUSTED  
 AB1248  ___________________________________________________________________
 AB1248  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 AB1248  DYNAMIC HT  -           0.624 (meters)       2.05  (feet)  COMP
 AB1248  MODELED GRAV-     979,071.4   (mgal)                       NAVD 88
 AB1248
 AB1248  VERT ORDER  -  FIRST     CLASS II
 AB1248
 AB1248.The horizontal coordinates were scaled from a topographic map and have
 AB1248.an estimated accuracy of +/- 6 seconds.
 AB1248
 AB1248.The orthometric height was determined by differential leveling
 AB1248.and adjusted by the National Geodetic Survey in June 1991..
 AB1248
 AB1248.The geoid height was determined by GEOID03.
 AB1248
 AB1248.The dynamic height is computed by dividing the NAVD 88
 AB1248.geopotential number by the normal gravity value computed on the
 AB1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1248.degrees latitude (g = 980.6199 gals.).
 AB1248
 AB1248.The modeled gravity was interpolated from observed gravity values.
 AB1248
 AB1248;                    North         East    Units  Estimated Accuracy
 AB1248;SPC TX S     - 5,050,010.      433,090.      MT  (+/- 180 meters Scaled)
 AB1248
 AB1248                          SUPERSEDED SURVEY CONTROL
 AB1248
 AB1248.No superseded survey control is available for this station.
 AB1248
 AB1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP830893(NAD 83)
 AB1248_MARKER: I = METAL ROD
 AB1248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1248_SP_SET: STAINLESS STEEL ROD
 AB1248_STAMPING: D 1436 1982
 AB1248_MARK LOGO: NGS   
 AB1248_PROJECTION: FLUSH
 AB1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1248_ROD/PIPE-DEPTH: 15.8 meters
 AB1248
 AB1248  HISTORY     - Date     Condition        Report By
 AB1248  HISTORY     - 1982     MONUMENTED       NGS
 AB1248  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB1248  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AB1248
 AB1248                          STATION DESCRIPTION
 AB1248
 AB1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1248'3 KM (1.9 MI) NORTH FROM SOUTH PADRE ISLAND.
 AB1248'3 KM (1.9 MI) NORTH ALONG STATE PARK ROAD 100 NORTH FROM THE JUNCTION
 AB1248'OF STATE PARK ROAD 100 SOUTH AND STATE PARK ROAD 100 WEST IN SOUTH
 AB1248'PADRE ISLAND, AT A LARGE POWER POLE NUMBER 36 THAT IS ABOUT HALFWAY
 AB1248'BETWEEN HUISACHE STREET AND MESQUITE STREET, 15.2 METERS (50.0 FT)
 AB1248'WEST OF THE CENTERLINE OF THE HIGHWAY (PADRE BOULEVARD), 44.3 METERS
 AB1248'(147.0 FT) NORTH OF THE CENTER OF MESQUITE STREET, 39.1 METERS
 AB1248'(128.5 FT) SOUTH OF A LIGHT POLE ON THE SOUTH SIDE OF HUISACHE STREET,
 AB1248'45.4 METERS (149.0 FT) EAST OF A POWER POLE WITH GUIDE CABLE AT THE
 AB1248'DEAD END OF A POWERLINE, AND 0.9 METER (3.0 FT) SOUTH OF THE LARGE
 AB1248'POWER NUMBER 36.
 AB1248'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AB1248'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB1248
 AB1248                          STATION RECOVERY (1991)
 AB1248
 AB1248'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1248'MARK NOT FOUND.
 AB1248
 AB1248                          STATION RECOVERY (2004)
 AB1248
 AB1248'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1653 ***********************************************************************
 AY1653  DESIGNATION -  D 1437
 AY1653  PID         -  AY1653
 AY1653  STATE/COUNTY-  TX/BEXAR
 AY1653  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1653
 AY1653                         *CURRENT SURVEY CONTROL
 AY1653  ___________________________________________________________________
 AY1653* NAD 83(1986)-  29 27 32.     (N)    098 31 16.     (W)     SCALED    
 AY1653* NAVD 88     -       219.458  (meters)     720.01   (feet)  ADJUSTED  
 AY1653  ___________________________________________________________________
 AY1653  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AY1653  DYNAMIC HT  -         219.138 (meters)     718.96  (feet)  COMP
 AY1653  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 AY1653
 AY1653  VERT ORDER  -  FIRST     CLASS II
 AY1653
 AY1653.The horizontal coordinates were scaled from a topographic map and have
 AY1653.an estimated accuracy of +/- 6 seconds.
 AY1653
 AY1653.The orthometric height was determined by differential leveling
 AY1653.and adjusted by the National Geodetic Survey in June 1991..
 AY1653
 AY1653.The geoid height was determined by GEOID03.
 AY1653
 AY1653.The dynamic height is computed by dividing the NAVD 88
 AY1653.geopotential number by the normal gravity value computed on the
 AY1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1653.degrees latitude (g = 980.6199 gals.).
 AY1653
 AY1653.The modeled gravity was interpolated from observed gravity values.
 AY1653
 AY1653;                    North         East    Units  Estimated Accuracy
 AY1653;SPC TXSC     - 4,180,250.      646,450.      MT  (+/- 180 meters Scaled)
 AY1653
 AY1653                          SUPERSEDED SURVEY CONTROL
 AY1653
 AY1653.No superseded survey control is available for this station.
 AY1653
 AY1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT464589(NAD 83)
 AY1653_MARKER: I = METAL ROD
 AY1653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1653_SP_SET: STAINLESS STEEL ROD
 AY1653_STAMPING: D 1437 1982
 AY1653_MARK LOGO: NGS   
 AY1653_PROJECTION: FLUSH
 AY1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1653_ROD/PIPE-DEPTH: 6.0  meters
 AY1653
 AY1653  HISTORY     - Date     Condition        Report By
 AY1653  HISTORY     - 1982     MONUMENTED       NGS
 AY1653  HISTORY     - 19950504 GOOD             USPSQD
 AY1653
 AY1653                          STATION DESCRIPTION
 AY1653
 AY1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1653'IN SAN ANTONO.
 AY1653'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1653'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY1653'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY1653'THENCE 2.6 KM (1.65 MI) NORTHWEST ALONG FREDERICKSBURG ROAD AT THE
 AY1653'INTERSECTION OF WEST SUMMIT STREET LEADING WEST, THE MARK IS IN THE
 AY1653'SOUTHWEST CORNER OF A TRIANGULAR GRASSY AREA BETWEEN FREDERICKSBURG
 AY1653'ROAD, WEST SUMMIT, AND NORTH CALAVERAS STREET, 20.7 METERS (68.0 FT)
 AY1653'SOUTHWEST OF THE CENTERLINE OF FREDERICKSBURG ROAD, 6.0 METERS
 AY1653'(20.0 FT) EAST OF THE CENTERLINE OF NORTH CALAVERAS STREET, 7.1 METERS
 AY1653'(23.5 FT) NORTH OF THE CENTERLINE OF WEST SUMMIT, 2.7 METERS (9.0 FT)
 AY1653'NORTH NORTHWEST OF A STREET CORNER POST WITH SIGNS WEST SUMMIT, AND
 AY1653'NORTH CALAVERAS, 1.0 METER (3.5 FT) NORTH OF A POWERLINE POLE,
 AY1653'11.4 METERS (37.5 FT) SOUTHWEST OF A POWERLINE POLE WITH A METAL
 AY1653'TRAFFIC CONTROL BOX AND METER ATTACHED, AND 8.7 METERS (28.9 FT) WEST
 AY1653'OF TRIANGULATION STATION BUCKEYE 1953.
 AY1653'THE MARK IS 0.3 M ABOVE WEST SUMMIT STREET.
 AY1653
 AY1653                          STATION RECOVERY (1995)
 AY1653
 AY1653'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0502 ***********************************************************************
 AO0502  DESIGNATION -  D 1438
 AO0502  PID         -  AO0502
 AO0502  STATE/COUNTY-  TX/DIMMIT
 AO0502  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0502
 AO0502                         *CURRENT SURVEY CONTROL
 AO0502  ___________________________________________________________________
 AO0502* NAD 83(1986)-  28 13 28.     (N)    099 36 55.     (W)     SCALED    
 AO0502* NAVD 88     -       179.377  (meters)     588.51   (feet)  ADJUSTED  
 AO0502  ___________________________________________________________________
 AO0502  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AO0502  DYNAMIC HT  -         179.103 (meters)     587.61  (feet)  COMP
 AO0502  MODELED GRAV-     979,113.1   (mgal)                       NAVD 88
 AO0502
 AO0502  VERT ORDER  -  FIRST     CLASS II
 AO0502
 AO0502.The horizontal coordinates were scaled from a topographic map and have
 AO0502.an estimated accuracy of +/- 6 seconds.
 AO0502
 AO0502.The orthometric height was determined by differential leveling
 AO0502.and adjusted by the National Geodetic Survey in June 1991..
 AO0502
 AO0502.The geoid height was determined by GEOID03.
 AO0502
 AO0502.The dynamic height is computed by dividing the NAVD 88
 AO0502.geopotential number by the normal gravity value computed on the
 AO0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0502.degrees latitude (g = 980.6199 gals.).
 AO0502
 AO0502.The modeled gravity was interpolated from observed gravity values.
 AO0502
 AO0502;                    North         East    Units  Estimated Accuracy
 AO0502;SPC TXSC     - 4,043,510.      539,600.      MT  (+/- 180 meters Scaled)
 AO0502
 AO0502                          SUPERSEDED SURVEY CONTROL
 AO0502
 AO0502.No superseded survey control is available for this station.
 AO0502
 AO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS396222(NAD 83)
 AO0502_MARKER: I = METAL ROD
 AO0502_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0502+WITH SETTING: INFORMATION.
 AO0502_SP_SET: SHALLOW SET METAL ROD
 AO0502_STAMPING: D 1438 1982
 AO0502_MARK LOGO: NGS   
 AO0502_PROJECTION: FLUSH
 AO0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0502_ROD/PIPE-DEPTH: 3.6  meters
 AO0502
 AO0502  HISTORY     - Date     Condition        Report By
 AO0502  HISTORY     - 1982     MONUMENTED       NGS
 AO0502
 AO0502                          STATION DESCRIPTION
 AO0502
 AO0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0502'13.6 KM (8.45 MI) SE FROM CATARINA.
 AO0502'13.6 KM (8.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AO0502'IN CATARINA AT TWO POWER POLES NUMBER 48-9, 20.7 METERS (68.0 FT) WEST
 AO0502'OF CENTERLINE OF THE HIGHWAY, 4.4 METERS (14.9 FT) EAST OF EAST OF TWO
 AO0502'POWER POLES NUMBER 48-9, 1.9 METERS (6.6 FT) NORTH OF A WOODEN FENCE
 AO0502'POST, 2.6 METERS (8.8 FT) SOUTH OF A WOODEN FENCE POST, AND 0.3 METER
 AO0502'(1.0 FT) EAST OF A FENCE.
 AO0502'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 AO0502'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0128 ***********************************************************************
 AP0128  DESIGNATION -  D 1439
 AP0128  PID         -  AP0128
 AP0128  STATE/COUNTY-  TX/MAVERICK
 AP0128  USGS QUAD   -  COMETA (1974)
 AP0128
 AP0128                         *CURRENT SURVEY CONTROL
 AP0128  ___________________________________________________________________
 AP0128* NAD 83(1986)-  28 37 52.     (N)    100 07 16.     (W)     SCALED    
 AP0128* NAVD 88     -       202.553  (meters)     664.54   (feet)  ADJUSTED  
 AP0128  ___________________________________________________________________
 AP0128  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AP0128  DYNAMIC HT  -         202.251 (meters)     663.55  (feet)  COMP
 AP0128  MODELED GRAV-     979,150.4   (mgal)                       NAVD 88
 AP0128
 AP0128  VERT ORDER  -  FIRST     CLASS II
 AP0128
 AP0128.The horizontal coordinates were scaled from a topographic map and have
 AP0128.an estimated accuracy of +/- 6 seconds.
 AP0128
 AP0128.The orthometric height was determined by differential leveling
 AP0128.and adjusted by the National Geodetic Survey in June 1991..
 AP0128
 AP0128.The geoid height was determined by GEOID03.
 AP0128
 AP0128.The dynamic height is computed by dividing the NAVD 88
 AP0128.geopotential number by the normal gravity value computed on the
 AP0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0128.degrees latitude (g = 980.6199 gals.).
 AP0128
 AP0128.The modeled gravity was interpolated from observed gravity values.
 AP0128
 AP0128;                    North         East    Units  Estimated Accuracy
 AP0128;SPC TXSC     - 4,088,940.      490,380.      MT  (+/- 180 meters Scaled)
 AP0128
 AP0128                          SUPERSEDED SURVEY CONTROL
 AP0128
 AP0128.No superseded survey control is available for this station.
 AP0128
 AP0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS904676(NAD 83)
 AP0128_MARKER: I = METAL ROD
 AP0128_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AP0128_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AP0128_STAMPING: D 1439 1982
 AP0128_MARK LOGO: NGS   
 AP0128_PROJECTION: RECESSED 3 CENTIMETERS
 AP0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AP0128+STABILITY: POSITION/ELEVATION WELL
 AP0128_ROD/PIPE-DEPTH: 10.6 meters
 AP0128_SLEEVE-DEPTH  : 8.5 meters
 AP0128
 AP0128  HISTORY     - Date     Condition        Report By
 AP0128  HISTORY     - 1982     MONUMENTED       NGS
 AP0128
 AP0128                          STATION DESCRIPTION
 AP0128
 AP0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0128'32.1 KM (19.95 MI) NW FROM CARRIZO SPRINGS.
 AP0128'0.2 KM (0.1 MI) SOUTHWEST FROM THE POST OFFICE IN CARRIZO SPRINGS,
 AP0128'THENCE 31.95 KM (19.85 MI) NW ALONG U.S. HIGHWAY 277 AND ABOUT
 AP0128'0.25 METERS (0.15 MI) NORTHWEST OF COMANCHE CREEK AND AT A PICNIC AREA
 AP0128'BY A DIRT ROAD LEADING SOUTHEAST WITH A METAL PIPE GATE, 26.5 METERS
 AP0128'(87.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.1 METERS
 AP0128'(66.0 FT) EAST SOUTHEAST OF THE SOUTHEAST PIPE POST SUPPORTING THE
 AP0128'MOST EASTERLY ONE OF TWO PINIC SHELTERS, 10.6 METERS (35.0 FT) WEST OF
 AP0128'THE CENTER OF THE DIRT ROAD AND METAL GATE, 9.7 METERS (32.0 FT) EAST
 AP0128'OF THE EAST CURB OF THE PICNIC AREA, AND 0.8 METER (2.5 FT) NORTH OF
 AP0128'THE FENCE.
 AP0128'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 AP0128'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0147 ***********************************************************************
 AP0147  DESIGNATION -  D 1440
 AP0147  PID         -  AP0147
 AP0147  STATE/COUNTY-  TX/MAVERICK
 AP0147  USGS QUAD   -  EAGLE PASS WEST (1983)
 AP0147
 AP0147                         *CURRENT SURVEY CONTROL
 AP0147  ___________________________________________________________________
 AP0147* NAD 83(1986)-  28 43 03.     (N)    100 30 05.     (W)     SCALED    
 AP0147* NAVD 88     -       233.966  (meters)     767.60   (feet)  ADJUSTED  
 AP0147  ___________________________________________________________________
 AP0147  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AP0147  DYNAMIC HT  -         233.617 (meters)     766.46  (feet)  COMP
 AP0147  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 AP0147
 AP0147  VERT ORDER  -  FIRST     CLASS II
 AP0147
 AP0147.The horizontal coordinates were scaled from a topographic map and have
 AP0147.an estimated accuracy of +/- 6 seconds.
 AP0147
 AP0147.The orthometric height was determined by differential leveling
 AP0147.and adjusted by the National Geodetic Survey in June 1991..
 AP0147
 AP0147.The geoid height was determined by GEOID03.
 AP0147
 AP0147.The dynamic height is computed by dividing the NAVD 88
 AP0147.geopotential number by the normal gravity value computed on the
 AP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0147.degrees latitude (g = 980.6199 gals.).
 AP0147
 AP0147.The modeled gravity was interpolated from observed gravity values.
 AP0147
 AP0147;                    North         East    Units  Estimated Accuracy
 AP0147;SPC TXSC     - 4,098,930.      453,330.      MT  (+/- 180 meters Scaled)
 AP0147
 AP0147                          SUPERSEDED SURVEY CONTROL
 AP0147
 AP0147.No superseded survey control is available for this station.
 AP0147
 AP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS533776(NAD 83)
 AP0147_MARKER: I = METAL ROD
 AP0147_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0147_SP_SET: STAINLESS STEEL ROD
 AP0147_STAMPING: D 1440 1982
 AP0147_MARK LOGO: NGS   
 AP0147_PROJECTION: FLUSH
 AP0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0147_ROD/PIPE-DEPTH: 3.6  meters
 AP0147
 AP0147  HISTORY     - Date     Condition        Report By
 AP0147  HISTORY     - 1982     MONUMENTED       NGS
 AP0147
 AP0147                          STATION DESCRIPTION
 AP0147
 AP0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0147'IN EAGLE PASS.
 AP0147'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0147'EAGLE PASS, THENCE 0.7 KM (0.45 MI) NORTH ALONG U.S. HIGHWAY 277 AND
 AP0147'CEYLON STREET SET AT THE ALICE ELDSON CENTER OF THE CATHOLIC CHURCH AT
 AP0147'THE CORNER OF CEYLON STREET AND CHURCH, 59.1 METERS (194.0 FT) EAST
 AP0147'NORTHEAST OF THE CENTERLINE OF CEYLON STREET, 40.2 METERS (132.0 FT)
 AP0147'NORTH NORTHWEST OF THE CENTERLINE OF CHURCH STREET, 27.4 METERS
 AP0147'(90.0 FT) SOUTHEAST OF SIDE OF BRICK BASE OF BELLTOWER, 10.3 METERS
 AP0147'(34.0 FT) NORTHWEST OF EXTENDED CENTER OF DOORS OF ALICE ELDSON
 AP0147'CENTER, 1.1 METERS (3.9 FT) NORTHWEST OF WEST CORNER OF ALICE ELDSON
 AP0147'CENTER, AND 5.9 METERS (19.5 FT) NORTHEAST OF WOVEN WIRE FENCE RUNNING
 AP0147'NORTHWEST AND SOUTHEAST.
 AP0147'THE MARK IS ABOVE LEVEL WITH CHURCH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0894 ***********************************************************************
 CA0894  DESIGNATION -  D 1441
 CA0894  PID         -  CA0894
 CA0894  STATE/COUNTY-  TX/MCCULLOCH
 CA0894  USGS QUAD   -  BRADY SOUTH (1987)
 CA0894
 CA0894                         *CURRENT SURVEY CONTROL
 CA0894  ___________________________________________________________________
 CA0894* NAD 83(1986)-  31 02 30.     (N)    099 17 35.     (W)     SCALED    
 CA0894* NAVD 88     -       538.112  (meters)    1765.46   (feet)  ADJUSTED  
 CA0894  ___________________________________________________________________
 CA0894  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CA0894  DYNAMIC HT  -         537.387 (meters)    1763.08  (feet)  COMP
 CA0894  MODELED GRAV-     979,275.0   (mgal)                       NAVD 88
 CA0894
 CA0894  VERT ORDER  -  FIRST     CLASS II
 CA0894
 CA0894.The horizontal coordinates were scaled from a topographic map and have
 CA0894.an estimated accuracy of +/- 6 seconds.
 CA0894
 CA0894.The orthometric height was determined by differential leveling
 CA0894.and adjusted by the National Geodetic Survey in June 1991..
 CA0894
 CA0894.The geoid height was determined by GEOID03.
 CA0894
 CA0894.The dynamic height is computed by dividing the NAVD 88
 CA0894.geopotential number by the normal gravity value computed on the
 CA0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0894.degrees latitude (g = 980.6199 gals.).
 CA0894
 CA0894.The modeled gravity was interpolated from observed gravity values.
 CA0894
 CA0894;                    North         East    Units  Estimated Accuracy
 CA0894;SPC TX C     - 3,152,890.      799,300.      MT  (+/- 180 meters Scaled)
 CA0894
 CA0894                          SUPERSEDED SURVEY CONTROL
 CA0894
 CA0894.No superseded survey control is available for this station.
 CA0894
 CA0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV720342(NAD 83)
 CA0894_MARKER: DB = BENCH MARK DISK
 CA0894_SETTING: 66 = SET IN ROCK OUTCROP
 CA0894_SP_SET: ROCK OUTCROP
 CA0894_STAMPING: D 1441 1982
 CA0894_MARK LOGO: NGS   
 CA0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0894+STABILITY: POSITION/ELEVATION WELL
 CA0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0894+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 CA0894
 CA0894  HISTORY     - Date     Condition        Report By
 CA0894  HISTORY     - 1982     MONUMENTED       NGS
 CA0894  HISTORY     - 19950814 GOOD             USPSQD
 CA0894  HISTORY     - 20060318 GOOD             USPSQD
 CA0894
 CA0894                          STATION DESCRIPTION
 CA0894
 CA0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0894'11.35 KM (7.05 MI) SE FROM BRADY.
 CA0894'11.35 KM (7.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 CA0894'IN BRADY, SET ON A LONG DOWN GRADE, IN THE RIGHT-OF-WAY, IN A 2 BY 4
 CA0894'FOOT PIECE OF OUTCROP, 31.3 METERS (103.0 FT) NORTHEAST OF THE
 CA0894'CENTERLINE OF THE HIGHWAY, AND 3.3 METERS (11.0 FT) SOUTHWEST OF
 CA0894'RIGHT OF WAY FENCE.
 CA0894'THE MARK IS 3.3 METERS  SW FROM A WITNESS POST.
 CA0894'THE MARK IS 0.3 M ABOVE HIGHWAY.
 CA0894
 CA0894                          STATION RECOVERY (1995)
 CA0894
 CA0894'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0894'RECOVERED IN GOOD CONDITION.
 CA0894
 CA0894                          STATION RECOVERY (2006)
 CA0894
 CA0894'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0894'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0726 ***********************************************************************
 CB0726  DESIGNATION -  D 1443
 CB0726  PID         -  CB0726
 CB0726  STATE/COUNTY-  TX/IRION
 CB0726  USGS QUAD   -  NOELKE (1987)
 CB0726
 CB0726                         *CURRENT SURVEY CONTROL
 CB0726  ___________________________________________________________________
 CB0726* NAD 83(1986)-  31 10 21.     (N)    100 54 33.     (W)     SCALED    
 CB0726* NAVD 88     -       709.277  (meters)    2327.02   (feet)  ADJUSTED  
 CB0726  ___________________________________________________________________
 CB0726  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CB0726  DYNAMIC HT  -         708.277 (meters)    2323.74  (feet)  COMP
 CB0726  MODELED GRAV-     979,206.4   (mgal)                       NAVD 88
 CB0726
 CB0726  VERT ORDER  -  FIRST     CLASS II
 CB0726
 CB0726.The horizontal coordinates were scaled from a topographic map and have
 CB0726.an estimated accuracy of +/- 6 seconds.
 CB0726
 CB0726.The orthometric height was determined by differential leveling
 CB0726.and adjusted by the National Geodetic Survey in June 1991..
 CB0726
 CB0726.The geoid height was determined by GEOID03.
 CB0726
 CB0726.The dynamic height is computed by dividing the NAVD 88
 CB0726.geopotential number by the normal gravity value computed on the
 CB0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0726.degrees latitude (g = 980.6199 gals.).
 CB0726
 CB0726.The modeled gravity was interpolated from observed gravity values.
 CB0726
 CB0726;                    North         East    Units  Estimated Accuracy
 CB0726;SPC TX C     - 3,167,070.      645,110.      MT  (+/- 180 meters Scaled)
 CB0726
 CB0726                          SUPERSEDED SURVEY CONTROL
 CB0726
 CB0726.No superseded survey control is available for this station.
 CB0726
 CB0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV180502(NAD 83)
 CB0726_MARKER: I = METAL ROD
 CB0726_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0726+WITH SETTING: INFORMATION.
 CB0726_SP_SET: SHALLOW SET METAL ROD
 CB0726_STAMPING: D 1443 1981
 CB0726_MARK LOGO: NGS   
 CB0726_PROJECTION: FLUSH
 CB0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0726_ROD/PIPE-DEPTH: 2.1  meters
 CB0726
 CB0726  HISTORY     - Date     Condition        Report By
 CB0726  HISTORY     - 1981     MONUMENTED       NGS
 CB0726
 CB0726                          STATION DESCRIPTION
 CB0726
 CB0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0726'13.4 KM (8.3 MI) SW FROM MERTZON.
 CB0726'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0726'MERTZON, THENCE 11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY
 CB0726'67, THENCE 2.3 KM (1.45 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA
 CB0726'AND SANTA FE RAILROAD, 0.2 KM (0.1 MI) SOUTHWEST OF A SIDE ROAD
 CB0726'LEADING SOUTHEAST, 12.9 METERS (42.3 FT) NORTHWEST OF THE NEAR RAIL,
 CB0726'11.4 METERS (37.4 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD AND 1.6
 CB0726'METERS (5.2 FT) NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 CB0726'POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0726'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0475 ***********************************************************************
 AZ0475  DESIGNATION -  D 1444
 AZ0475  PID         -  AZ0475
 AZ0475  STATE/COUNTY-  TX/EDWARDS
 AZ0475  USGS QUAD   -  CARTA VALLEY (1978)
 AZ0475
 AZ0475                         *CURRENT SURVEY CONTROL
 AZ0475  ___________________________________________________________________
 AZ0475* NAD 83(1986)-  29 47 45.     (N)    100 40 09.     (W)     SCALED    
 AZ0475* NAVD 88     -       567.572  (meters)    1862.11   (feet)  ADJUSTED  
 AZ0475  ___________________________________________________________________
 AZ0475  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AZ0475  DYNAMIC HT  -         566.726 (meters)    1859.33  (feet)  COMP
 AZ0475  MODELED GRAV-     979,133.5   (mgal)                       NAVD 88
 AZ0475
 AZ0475  VERT ORDER  -  FIRST     CLASS II
 AZ0475
 AZ0475.The horizontal coordinates were scaled from a topographic map and have
 AZ0475.an estimated accuracy of +/- 6 seconds.
 AZ0475
 AZ0475.The orthometric height was determined by differential leveling
 AZ0475.and adjusted by the National Geodetic Survey in June 1991..
 AZ0475
 AZ0475.The geoid height was determined by GEOID03.
 AZ0475
 AZ0475.The dynamic height is computed by dividing the NAVD 88
 AZ0475.geopotential number by the normal gravity value computed on the
 AZ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0475.degrees latitude (g = 980.6199 gals.).
 AZ0475
 AZ0475.The modeled gravity was interpolated from observed gravity values.
 AZ0475
 AZ0475;                    North         East    Units  Estimated Accuracy
 AZ0475;SPC TXSC     - 4,218,650.      438,640.      MT  (+/- 180 meters Scaled)
 AZ0475
 AZ0475                          SUPERSEDED SURVEY CONTROL
 AZ0475
 AZ0475.No superseded survey control is available for this station.
 AZ0475
 AZ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT386973(NAD 83)
 AZ0475_MARKER: DB = BENCH MARK DISK
 AZ0475_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0475_SP_SET: ROCK OUTCROP
 AZ0475_STAMPING: D 1444 1981
 AZ0475_MARK LOGO: NGS   
 AZ0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0475+STABILITY: POSITION/ELEVATION WELL
 AZ0475
 AZ0475  HISTORY     - Date     Condition        Report By
 AZ0475  HISTORY     - 1981     MONUMENTED       NGS
 AZ0475
 AZ0475                          STATION DESCRIPTION
 AZ0475
 AZ0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0475'53.2 KM (33.1 MI) NE FROM DEL RIO.
 AZ0475'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0475'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE
 AZ0475'17.5 KM (10.9 MI) NORTHEAST ALONG U.S. HIGHWAY 377, 0.6 KM (0.35 MI)
 AZ0475'NORTHEAST OF THE POST OFFICE IN CARTA VALLEY, IN A 9 BY 6 FT EXPOSED
 AZ0475'AREA OF OUTCROPPING BEDROCK AND 29.5 METERS (96.8 FT) NORTH-NORTHWEST
 AZ0475'OF THE CENTERLINE OF THE HIGHWAY.
 AZ0475'THE MARK IS 0.2 METERS  WSW FROM A WITNESS POST.
 AZ0475'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0414 ***********************************************************************
 BO0414  DESIGNATION -  D 1445
 BO0414  PID         -  BO0414
 BO0414  STATE/COUNTY-  TX/EDWARDS
 BO0414  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0414
 BO0414                         *CURRENT SURVEY CONTROL
 BO0414  ___________________________________________________________________
 BO0414* NAD 83(1986)-  30 01 39.     (N)    100 11 52.     (W)     SCALED    
 BO0414* NAVD 88     -       732.243  (meters)    2402.37   (feet)  ADJUSTED  
 BO0414  ___________________________________________________________________
 BO0414  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BO0414  DYNAMIC HT  -         731.155 (meters)    2398.80  (feet)  COMP
 BO0414  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 BO0414
 BO0414  VERT ORDER  -  FIRST     CLASS II
 BO0414
 BO0414.The horizontal coordinates were scaled from a topographic map and have
 BO0414.an estimated accuracy of +/- 6 seconds.
 BO0414
 BO0414.The orthometric height was determined by differential leveling
 BO0414.and adjusted by the National Geodetic Survey in June 1991..
 BO0414
 BO0414.The geoid height was determined by GEOID03.
 BO0414
 BO0414.The dynamic height is computed by dividing the NAVD 88
 BO0414.geopotential number by the normal gravity value computed on the
 BO0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0414.degrees latitude (g = 980.6199 gals.).
 BO0414
 BO0414.The modeled gravity was interpolated from observed gravity values.
 BO0414
 BO0414;                    North         East    Units  Estimated Accuracy
 BO0414;SPC TXSC     - 4,243,770.      484,470.      MT  (+/- 180 meters Scaled)
 BO0414
 BO0414                          SUPERSEDED SURVEY CONTROL
 BO0414
 BO0414.No superseded survey control is available for this station.
 BO0414
 BO0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU845224(NAD 83)
 BO0414_MARKER: DB = BENCH MARK DISK
 BO0414_SETTING: 66 = SET IN ROCK OUTCROP
 BO0414_SP_SET: ROCK OUTCROP
 BO0414_STAMPING: D 1445 1981
 BO0414_MARK LOGO: NGS   
 BO0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0414+STABILITY: POSITION/ELEVATION WELL
 BO0414
 BO0414  HISTORY     - Date     Condition        Report By
 BO0414  HISTORY     - 1981     MONUMENTED       NGS
 BO0414
 BO0414                          STATION DESCRIPTION
 BO0414
 BO0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0414'1.6 KM (1.0 MI) NE FROM ROCKSPRINGS.
 BO0414'1.6 KM (1.0 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0414'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 4 BY 5 FT EXPOSED
 BO0414'AREA OF OUTCROPPING BEDROCK, 37.9 METERS (124.3 FT) NORTHEAST OF A
 BO0414'UTILITY POLE AND POWERLINE CROSSING, 11.7 METERS (38.4 FT) NORTHWEST
 BO0414'OF THE CENTERLINE OF THE HIGHWAY AND 3.3 METERS (10.8 FT) SOUTHEAST OF
 BO0414'A FENCE.
 BO0414'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 BO0414'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0765 ***********************************************************************
 CB0765  DESIGNATION -  D 1446
 CB0765  PID         -  CB0765
 CB0765  STATE/COUNTY-  TX/TOM GREEN
 CB0765  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0765
 CB0765                         *CURRENT SURVEY CONTROL
 CB0765  ___________________________________________________________________
 CB0765* NAD 83(1986)-  31 27 16.     (N)    100 26 03.     (W)     SCALED    
 CB0765* NAVD 88     -       563.211  (meters)    1847.80   (feet)  ADJUSTED  
 CB0765  ___________________________________________________________________
 CB0765  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CB0765  DYNAMIC HT  -         562.441 (meters)    1845.28  (feet)  COMP
 CB0765  MODELED GRAV-     979,255.8   (mgal)                       NAVD 88
 CB0765
 CB0765  VERT ORDER  -  FIRST     CLASS II
 CB0765
 CB0765.The horizontal coordinates were scaled from a topographic map and have
 CB0765.an estimated accuracy of +/- 6 seconds.
 CB0765
 CB0765.The orthometric height was determined by differential leveling
 CB0765.and adjusted by the National Geodetic Survey in June 1991..
 CB0765
 CB0765.The geoid height was determined by GEOID03.
 CB0765
 CB0765.The dynamic height is computed by dividing the NAVD 88
 CB0765.geopotential number by the normal gravity value computed on the
 CB0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0765.degrees latitude (g = 980.6199 gals.).
 CB0765
 CB0765.The modeled gravity was interpolated from observed gravity values.
 CB0765
 CB0765;                    North         East    Units  Estimated Accuracy
 CB0765;SPC TX C     - 3,198,190.      690,420.      MT  (+/- 180 meters Scaled)
 CB0765
 CB0765                          SUPERSEDED SURVEY CONTROL
 CB0765
 CB0765.No superseded survey control is available for this station.
 CB0765
 CB0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV637808(NAD 83)
 CB0765_MARKER: DB = BENCH MARK DISK
 CB0765_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CB0765_SP_SET: FOUNDATION
 CB0765_STAMPING: D 1446 1981
 CB0765_MARK LOGO: NGS   
 CB0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0765+STABILITY: SURFACE MOTION
 CB0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB0765+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 CB0765
 CB0765  HISTORY     - Date     Condition        Report By
 CB0765  HISTORY     - 1981     MONUMENTED       NGS
 CB0765  HISTORY     - 20031127 GOOD             USPSQD
 CB0765  HISTORY     - 20050728 GOOD             USPSQD
 CB0765
 CB0765                          STATION DESCRIPTION
 CB0765
 CB0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0765'IN SAN ANGELO.
 CB0765'IN SAN ANGELO, AT 702 SOUTH CHADBOURNE STREET, SET VERTICALLY IN THE
 CB0765'NORTHWEST FACE OF THE WEST CORNER OF THE FOUNDATION OF THE ATCHISON,
 CB0765'TOPEKA AND SANTA FE RAILROAD FREIGHT STATION AND 15.0 METERS (49.2 FT)
 CB0765'NORTHWEST OF THE NEAR RAIL.
 CB0765'THE MARK IS 0.9 M ABOVE THE GROUND.
 CB0765
 CB0765                          STATION RECOVERY (2003)
 CB0765
 CB0765'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0765'RECOVERED IN GOOD CONDITION.
 CB0765
 CB0765                          STATION RECOVERY (2005)
 CB0765
 CB0765'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CB0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0731 ***********************************************************************
 CB0731  DESIGNATION -  D 1447
 CB0731  PID         -  CB0731
 CB0731  STATE/COUNTY-  TX/IRION
 CB0731  USGS QUAD   -  NOELKE NE (1987)
 CB0731
 CB0731                         *CURRENT SURVEY CONTROL
 CB0731  ___________________________________________________________________
 CB0731* NAD 83(1986)-  31 14 47.     (N)    100 49 00.     (W)     SCALED    
 CB0731* NAVD 88     -       675.485  (meters)    2216.15   (feet)  ADJUSTED  
 CB0731  ___________________________________________________________________
 CB0731  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CB0731  DYNAMIC HT  -         674.536 (meters)    2213.04  (feet)  COMP
 CB0731  MODELED GRAV-     979,214.3   (mgal)                       NAVD 88
 CB0731
 CB0731  VERT ORDER  -  FIRST     CLASS II
 CB0731
 CB0731.The horizontal coordinates were scaled from a topographic map and have
 CB0731.an estimated accuracy of +/- 6 seconds.
 CB0731
 CB0731.The orthometric height was determined by differential leveling
 CB0731.and adjusted by the National Geodetic Survey in June 1991..
 CB0731
 CB0731.The geoid height was determined by GEOID03.
 CB0731
 CB0731.The dynamic height is computed by dividing the NAVD 88
 CB0731.geopotential number by the normal gravity value computed on the
 CB0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0731.degrees latitude (g = 980.6199 gals.).
 CB0731
 CB0731.The modeled gravity was interpolated from observed gravity values.
 CB0731
 CB0731;                    North         East    Units  Estimated Accuracy
 CB0731;SPC TX C     - 3,175,220.      653,960.      MT  (+/- 180 meters Scaled)
 CB0731
 CB0731                          SUPERSEDED SURVEY CONTROL
 CB0731
 CB0731.No superseded survey control is available for this station.
 CB0731
 CB0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV270583(NAD 83)
 CB0731_MARKER: DB = BENCH MARK DISK
 CB0731_SETTING: 66 = SET IN ROCK OUTCROP
 CB0731_SP_SET: ROCK OUTCROP
 CB0731_STAMPING: D 1447 1981
 CB0731_MARK LOGO: NGS   
 CB0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0731+STABILITY: POSITION/ELEVATION WELL
 CB0731
 CB0731  HISTORY     - Date     Condition        Report By
 CB0731  HISTORY     - 1981     MONUMENTED       NGS
 CB0731
 CB0731                          STATION DESCRIPTION
 CB0731
 CB0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0731'1.3 KM (0.8 MI) SW FROM MERTZON.
 CB0731'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0731'MERTZON, THENCE 1.2 KM (0.75 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 67,
 CB0731'AT A HIGHWAY CUT, IN TOP OF A 6 BY 100 FT EXPOSED AREA OF OUTCROPPING
 CB0731'BEDROCK, 106.7 METERS (350.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CB0731'HIGHWAY,  40.0 METERS (131.2 FT) NORTH OF A POWERLINE CROSSING, 14.3
 CB0731'METERS (46.9 FT) SOUTH-SOUTHEAST OF A UTILITY POLE, 6.2 METERS (20.3
 CB0731'FT) EAST OF A FENCE AND 8.1 METERS (26.6 FT) WEST OF THE NEAR RAIL OF
 CB0731'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD.
 CB0731'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CB0731'THE MARK IS 0.5 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0698 ***********************************************************************
 CB0698  DESIGNATION -  D 1448
 CB0698  PID         -  CB0698
 CB0698  STATE/COUNTY-  TX/REAGAN
 CB0698  USGS QUAD   -  WITCO (1971)
 CB0698
 CB0698                         *CURRENT SURVEY CONTROL
 CB0698  ___________________________________________________________________
 CB0698* NAD 83(1986)-  31 10 27.     (N)    101 22 30.     (W)     SCALED    
 CB0698* NAVD 88     -       837.869  (meters)    2748.91   (feet)  ADJUSTED  
 CB0698  ___________________________________________________________________
 CB0698  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CB0698  DYNAMIC HT  -         836.649 (meters)    2744.91  (feet)  COMP
 CB0698  MODELED GRAV-     979,155.8   (mgal)                       NAVD 88
 CB0698
 CB0698  VERT ORDER  -  FIRST     CLASS II
 CB0698
 CB0698.The horizontal coordinates were scaled from a topographic map and have
 CB0698.an estimated accuracy of +/- 6 seconds.
 CB0698
 CB0698.The orthometric height was determined by differential leveling
 CB0698.and adjusted by the National Geodetic Survey in June 1991..
 CB0698
 CB0698.The geoid height was determined by GEOID03.
 CB0698
 CB0698.The dynamic height is computed by dividing the NAVD 88
 CB0698.geopotential number by the normal gravity value computed on the
 CB0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0698.degrees latitude (g = 980.6199 gals.).
 CB0698
 CB0698.The modeled gravity was interpolated from observed gravity values.
 CB0698
 CB0698;                    North         East    Units  Estimated Accuracy
 CB0698;SPC TX C     - 3,167,580.      600,710.      MT  (+/- 180 meters Scaled)
 CB0698
 CB0698                          SUPERSEDED SURVEY CONTROL
 CB0698
 CB0698.No superseded survey control is available for this station.
 CB0698
 CB0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV736513(NAD 83)
 CB0698_MARKER: I = METAL ROD
 CB0698_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0698+WITH SETTING: INFORMATION.
 CB0698_SP_SET: SHALLOW SET METAL ROD
 CB0698_STAMPING: D 1448 1981
 CB0698_MARK LOGO: NGS   
 CB0698_PROJECTION: FLUSH
 CB0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0698_ROD/PIPE-DEPTH: 1.8  meters
 CB0698
 CB0698  HISTORY     - Date     Condition        Report By
 CB0698  HISTORY     - 1981     MONUMENTED       NGS
 CB0698
 CB0698                          STATION DESCRIPTION
 CB0698
 CB0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0698'9.2 KM (5.7 MI) EAST FROM BIG LAKE.
 CB0698'9.2 KM (5.7 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CB0698'STATE HIGHWAY 137 IN BIG LAKE, 0.5 KM (0.3 MI) EAST OF A SIDE ROAD
 CB0698'LEADING EAST, 27.0 METERS (88.6 FT) NORTH-NORTHEAST OF THE CENTERLINE
 CB0698'OF THE HIGHWAY AND 2.4 METERS (7.9 FT) WEST-NORTHWEST OF A UTILITY
 CB0698'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0698'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST AND FENCE
 CB0698'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0464 ***********************************************************************
 BN0464  DESIGNATION -  D 1449
 BN0464  PID         -  BN0464
 BN0464  STATE/COUNTY-  TX/MENARD
 BN0464  USGS QUAD   -  SPOON DRAW (1970)
 BN0464
 BN0464                         *CURRENT SURVEY CONTROL
 BN0464  ___________________________________________________________________
 BN0464* NAD 83(1986)-  30 46 04.     (N)    099 46 14.     (W)     SCALED    
 BN0464* NAVD 88     -       647.400  (meters)    2124.01   (feet)  ADJUSTED  
 BN0464  ___________________________________________________________________
 BN0464  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BN0464  DYNAMIC HT  -         646.485 (meters)    2121.01  (feet)  COMP
 BN0464  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 BN0464
 BN0464  VERT ORDER  -  FIRST     CLASS II
 BN0464
 BN0464.The horizontal coordinates were scaled from a topographic map and have
 BN0464.an estimated accuracy of +/- 6 seconds.
 BN0464
 BN0464.The orthometric height was determined by differential leveling
 BN0464.and adjusted by the National Geodetic Survey in June 1991..
 BN0464
 BN0464.The geoid height was determined by GEOID03.
 BN0464
 BN0464.The dynamic height is computed by dividing the NAVD 88
 BN0464.geopotential number by the normal gravity value computed on the
 BN0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0464.degrees latitude (g = 980.6199 gals.).
 BN0464
 BN0464.The modeled gravity was interpolated from observed gravity values.
 BN0464
 BN0464;                    North         East    Units  Estimated Accuracy
 BN0464;SPC TX C     - 3,122,200.      753,870.      MT  (+/- 180 meters Scaled)
 BN0464
 BN0464                          SUPERSEDED SURVEY CONTROL
 BN0464
 BN0464.No superseded survey control is available for this station.
 BN0464
 BN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV262041(NAD 83)
 BN0464_MARKER: I = METAL ROD
 BN0464_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0464+WITH SETTING: INFORMATION.
 BN0464_SP_SET: SHALLOW SET METAL ROD
 BN0464_STAMPING: D 1449 1982
 BN0464_MARK LOGO: NGS   
 BN0464_PROJECTION: FLUSH
 BN0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0464_ROD/PIPE-DEPTH: 1.8  meters
 BN0464
 BN0464  HISTORY     - Date     Condition        Report By
 BN0464  HISTORY     - 1982     MONUMENTED       NGS
 BN0464  HISTORY     - 1991     GOOD             USPSQD
 BN0464  HISTORY     - 19960806 GOOD             USPSQD
 BN0464
 BN0464                          STATION DESCRIPTION
 BN0464
 BN0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0464'20.0 KM (12.45 MI) SOUT FROM MENARD.
 BN0464'20.0 KM (12.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0464'WITH U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, 0.2 KM (0.1 MI)
 BN0464'SOUTH OF A GRAVELED ROAD LEADING EAST, 14.6 METERS (47.9 FT) WEST OF
 BN0464'THE CENTERLINE OF THE HIGHWAY AND 1.0 METER (3.3 FT) NORTH OF A
 BN0464'UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE
 BN0464'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0464'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND FENCE
 BN0464'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BN0464
 BN0464                          STATION RECOVERY (1991)
 BN0464
 BN0464'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0464'RECOVERED IN GOOD CONDITION.
 BN0464
 BN0464                          STATION RECOVERY (1996)
 BN0464
 BN0464'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0885 ***********************************************************************
 CA0885  DESIGNATION -  D 1450
 CA0885  PID         -  CA0885
 CA0885  STATE/COUNTY-  TX/COLEMAN
 CA0885  USGS QUAD   -  NOVICE EAST (1987)
 CA0885
 CA0885                         *CURRENT SURVEY CONTROL
 CA0885  ___________________________________________________________________
 CA0885* NAD 83(1986)-  31 55 44.     (N)    099 30 52.     (W)     SCALED    
 CA0885* NAVD 88     -       605.828  (meters)    1987.62   (feet)  ADJUSTED  
 CA0885  ___________________________________________________________________
 CA0885  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CA0885  DYNAMIC HT  -         605.027 (meters)    1984.99  (feet)  COMP
 CA0885  MODELED GRAV-     979,297.8   (mgal)                       NAVD 88
 CA0885
 CA0885  VERT ORDER  -  FIRST     CLASS II
 CA0885
 CA0885.The horizontal coordinates were scaled from a topographic map and have
 CA0885.an estimated accuracy of +/- 6 seconds.
 CA0885
 CA0885.The orthometric height was determined by differential leveling
 CA0885.and adjusted by the National Geodetic Survey in June 1991..
 CA0885
 CA0885.The geoid height was determined by GEOID03.
 CA0885
 CA0885.The dynamic height is computed by dividing the NAVD 88
 CA0885.geopotential number by the normal gravity value computed on the
 CA0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0885.degrees latitude (g = 980.6199 gals.).
 CA0885
 CA0885.The modeled gravity was interpolated from observed gravity values.
 CA0885
 CA0885;                    North         East    Units  Estimated Accuracy
 CA0885;SPC TX C     - 3,251,080.      777,440.      MT  (+/- 180 meters Scaled)
 CA0885
 CA0885                          SUPERSEDED SURVEY CONTROL
 CA0885
 CA0885.No superseded survey control is available for this station.
 CA0885
 CA0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA513326(NAD 83)
 CA0885_MARKER: I = METAL ROD
 CA0885_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0885+WITH SETTING: INFORMATION.
 CA0885_SP_SET: SHALLOW SET METAL ROD
 CA0885_STAMPING: D 1450 1982
 CA0885_MARK LOGO: NGS   
 CA0885_PROJECTION: FLUSH
 CA0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0885_ROD/PIPE-DEPTH: 2.4  meters
 CA0885
 CA0885  HISTORY     - Date     Condition        Report By
 CA0885  HISTORY     - 1982     MONUMENTED       NGS
 CA0885
 CA0885                          STATION DESCRIPTION
 CA0885
 CA0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0885'12.1 KM (7.5 MI) NW FROM COLEMAN.
 CA0885'12.1 KM (7.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CA0885'WITH U.S. HIGHWAY 283 AT THE NORTH EDGE OF COLEMAN, 36.4 METERS (119.4
 CA0885'FT) SOUTH-SOUTHWEST OF A ROAD LEADING NORTH, 23.0 METERS (75.5 FT)
 CA0885'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2.2 METERS (7.2
 CA0885'FT) NORTH-NORTHWEST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT
 CA0885'8.0 FT. ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0885'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0885'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0835 ***********************************************************************
 CT0835  DESIGNATION -  D 1451
 CT0835  PID         -  CT0835
 CT0835  STATE/COUNTY-  TX/TAYLOR
 CT0835  USGS QUAD   -  BUFFALO GAP (1984)
 CT0835
 CT0835                         *CURRENT SURVEY CONTROL
 CT0835  ___________________________________________________________________
 CT0835* NAD 83(1986)-  32 17 36.     (N)    099 45 31.     (W)     SCALED    
 CT0835* NAVD 88     -       569.467  (meters)    1868.33   (feet)  ADJUSTED  
 CT0835  ___________________________________________________________________
 CT0835  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CT0835  DYNAMIC HT  -         568.722 (meters)    1865.88  (feet)  COMP
 CT0835  MODELED GRAV-     979,312.1   (mgal)                       NAVD 88
 CT0835
 CT0835  VERT ORDER  -  FIRST     CLASS II
 CT0835
 CT0835.The horizontal coordinates were scaled from a topographic map and have
 CT0835.an estimated accuracy of +/- 6 seconds.
 CT0835
 CT0835.The orthometric height was determined by differential leveling
 CT0835.and adjusted by the National Geodetic Survey in June 1991..
 CT0835
 CT0835.The geoid height was determined by GEOID03.
 CT0835
 CT0835.The dynamic height is computed by dividing the NAVD 88
 CT0835.geopotential number by the normal gravity value computed on the
 CT0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0835.degrees latitude (g = 980.6199 gals.).
 CT0835
 CT0835.The modeled gravity was interpolated from observed gravity values.
 CT0835
 CT0835;                    North         East    Units  Estimated Accuracy
 CT0835;SPC TXNC     - 2,070,200.      481,460.      MT  (+/- 180 meters Scaled)
 CT0835
 CT0835                          SUPERSEDED SURVEY CONTROL
 CT0835
 CT0835.No superseded survey control is available for this station.
 CT0835
 CT0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA285732(NAD 83)
 CT0835_MARKER: I = METAL ROD
 CT0835_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0835_SP_SET: STAINLESS STEEL ROD
 CT0835_STAMPING: D 1451 1982
 CT0835_MARK LOGO: NGS   
 CT0835_PROJECTION: FLUSH
 CT0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0835_ROD/PIPE-DEPTH: 6.7  meters
 CT0835
 CT0835  HISTORY     - Date     Condition        Report By
 CT0835  HISTORY     - 1982     MONUMENTED       NGS
 CT0835  HISTORY     - 19940618 GOOD             USPSQD
 CT0835
 CT0835                          STATION DESCRIPTION
 CT0835
 CT0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0835'18.7 KM (11.6 MI) SOUTH FROM ABILENE.
 CT0835'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0835'STATION IN ABILENE, THENCE 5.3 KM (3.3 MI) SOUTHERLY ALONG THE
 CT0835'SOUTHERN PACIFIC RAILROAD, THENCE 12.4 KM (7.7 MI) SOUTHERLY ALONG
 CT0835'U.S. HIGHWAYS 83 AND 84, OR 17.9 KM (11.2 MI) NORTHWESTERLY ALONG U.S.
 CT0835'HIGHWAY 84 FROM ITS JUNCTION WITH FARM ROAD 604 IN LAWN, 21.1 METERS
 CT0835'(69.2 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 CT0835'HIGHWAY AND 1.4 METERS (4.6 FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS
 CT0835'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0835'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CT0835'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CT0835
 CT0835                          STATION RECOVERY (1994)
 CT0835
 CT0835'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0674 ***********************************************************************
 CC0674  DESIGNATION -  D 1452
 CC0674  PID         -  CC0674
 CC0674  STATE/COUNTY-  TX/MIDLAND
 CC0674  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0674
 CC0674                         *CURRENT SURVEY CONTROL
 CC0674  ___________________________________________________________________
 CC0674* NAD 83(1986)-  31 58 48.     (N)    102 06 15.     (W)     SCALED    
 CC0674* NAVD 88     -       861.882  (meters)    2827.69   (feet)  ADJUSTED  
 CC0674  ___________________________________________________________________
 CC0674  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CC0674  DYNAMIC HT  -         860.670 (meters)    2823.71  (feet)  COMP
 CC0674  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 CC0674
 CC0674  VERT ORDER  -  FIRST     CLASS II
 CC0674
 CC0674.The horizontal coordinates were scaled from a topographic map and have
 CC0674.an estimated accuracy of +/- 6 seconds.
 CC0674
 CC0674.The orthometric height was determined by differential leveling
 CC0674.and adjusted by the National Geodetic Survey in June 1991..
 CC0674
 CC0674.The geoid height was determined by GEOID03.
 CC0674
 CC0674.The dynamic height is computed by dividing the NAVD 88
 CC0674.geopotential number by the normal gravity value computed on the
 CC0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0674.degrees latitude (g = 980.6199 gals.).
 CC0674
 CC0674.The modeled gravity was interpolated from observed gravity values.
 CC0674
 CC0674;                    North         East    Units  Estimated Accuracy
 CC0674;SPC TX C     - 3,257,790.      532,640.      MT  (+/- 180 meters Scaled)
 CC0674
 CC0674                          SUPERSEDED SURVEY CONTROL
 CC0674
 CC0674.No superseded survey control is available for this station.
 CC0674
 CC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR736418(NAD 83)
 CC0674_MARKER: I = METAL ROD
 CC0674_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0674+WITH SETTING: INFORMATION.
 CC0674_SP_SET: SHALLOW SET METAL ROD
 CC0674_STAMPING: D 1452 1982
 CC0674_MARK LOGO: NGS   
 CC0674_PROJECTION: FLUSH
 CC0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0674_ROD/PIPE-DEPTH: 0.9  meters
 CC0674
 CC0674  HISTORY     - Date     Condition        Report By
 CC0674  HISTORY     - 1982     MONUMENTED       NGS
 CC0674
 CC0674                          STATION DESCRIPTION
 CC0674
 CC0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0674'3.5 KM (2.15 MI) SW FROM MIDLAND.
 CC0674'3.5 KM (2.15 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0674'FROM THE POST OFFICE IN MIDLAND, 13.9 METERS (45.6 FT) NORTH OF
 CC0674'RAILROAD SIGNAL NUMBER 5556, 10.5 METERS (34.5 FT) NORTHWEST OF THE
 CC0674'NEAR RAIL AND 1.8 METERS (5.9 FT) NORTHEAST OF A UTILITY POLE WITH TWO
 CC0674'GUY WIRES.  NOTE=REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM
 CC0674'POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0674'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CC0674'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0803 ***********************************************************************
 CU0803  DESIGNATION -  D 1453
 CU0803  PID         -  CU0803
 CU0803  STATE/COUNTY-  TX/HOWARD
 CU0803  USGS QUAD   -  ELBOW (1978)
 CU0803
 CU0803                         *CURRENT SURVEY CONTROL
 CU0803  ___________________________________________________________________
 CU0803* NAD 83(1986)-  32 13 33.     (N)    101 33 20.     (W)     SCALED    
 CU0803* NAVD 88     -       762.609  (meters)    2501.99   (feet)  ADJUSTED  
 CU0803  ___________________________________________________________________
 CU0803  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CU0803  DYNAMIC HT  -         761.563 (meters)    2498.56  (feet)  COMP
 CU0803  MODELED GRAV-     979,242.3   (mgal)                       NAVD 88
 CU0803
 CU0803  VERT ORDER  -  FIRST     CLASS II
 CU0803
 CU0803.The horizontal coordinates were scaled from a topographic map and have
 CU0803.an estimated accuracy of +/- 6 seconds.
 CU0803
 CU0803.The orthometric height was determined by differential leveling
 CU0803.and adjusted by the National Geodetic Survey in June 1991..
 CU0803
 CU0803.The geoid height was determined by GEOID03.
 CU0803
 CU0803.The dynamic height is computed by dividing the NAVD 88
 CU0803.geopotential number by the normal gravity value computed on the
 CU0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0803.degrees latitude (g = 980.6199 gals.).
 CU0803
 CU0803.The modeled gravity was interpolated from observed gravity values.
 CU0803
 CU0803;                    North         East    Units  Estimated Accuracy
 CU0803;SPC TXNC     - 2,066,200.      312,030.      MT  (+/- 180 meters Scaled)
 CU0803
 CU0803                          SUPERSEDED SURVEY CONTROL
 CU0803
 CU0803.No superseded survey control is available for this station.
 CU0803
 CU0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA591683(NAD 83)
 CU0803_MARKER: DB = BENCH MARK DISK
 CU0803_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CU0803_SP_SET: RETAINING WALL
 CU0803_STAMPING: D 1453 1982
 CU0803_MARK LOGO: NGS   
 CU0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0803+STABILITY: POSITION/ELEVATION WELL
 CU0803
 CU0803  HISTORY     - Date     Condition        Report By
 CU0803  HISTORY     - 1982     MONUMENTED       NGS
 CU0803
 CU0803                          STATION DESCRIPTION
 CU0803
 CU0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0803'7.9 KM (4.9 MI) SW FROM BIG SPRING.
 CU0803'7.9 KM (4.9 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0803'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, IN TOP OF AND 0.7 METER
 CU0803'(2.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE
 CU0803'RETAINING WALL OF THE CAUBLE ROAD (EXIT 172) OVERPASS AND 4.9 METERS
 CU0803'(16.0 FT) EAST-NORTHEAST OF THE CENTER OF A PAVED CROSSOVER ROAD.
 CU0803'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0436 ***********************************************************************
 BN0436  DESIGNATION -  D 1454
 BN0436  PID         -  BN0436
 BN0436  STATE/COUNTY-  TX/KIMBLE
 BN0436  USGS QUAD   -  JUNCTION (1974)
 BN0436
 BN0436                         *CURRENT SURVEY CONTROL
 BN0436  ___________________________________________________________________
 BN0436* NAD 83(1986)-  30 27 23.     (N)    099 48 11.     (W)     SCALED    
 BN0436* NAVD 88     -       535.665  (meters)    1757.43   (feet)  ADJUSTED  
 BN0436  ___________________________________________________________________
 BN0436  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 BN0436  DYNAMIC HT  -         534.906 (meters)    1754.94  (feet)  COMP
 BN0436  MODELED GRAV-     979,208.5   (mgal)                       NAVD 88
 BN0436
 BN0436  VERT ORDER  -  FIRST     CLASS II
 BN0436
 BN0436.The horizontal coordinates were scaled from a topographic map and have
 BN0436.an estimated accuracy of +/- 6 seconds.
 BN0436
 BN0436.The orthometric height was determined by differential leveling
 BN0436.and adjusted by the National Geodetic Survey in June 1991..
 BN0436
 BN0436.The geoid height was determined by GEOID03.
 BN0436
 BN0436.The dynamic height is computed by dividing the NAVD 88
 BN0436.geopotential number by the normal gravity value computed on the
 BN0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0436.degrees latitude (g = 980.6199 gals.).
 BN0436
 BN0436.The modeled gravity was interpolated from observed gravity values.
 BN0436
 BN0436;                    North         East    Units  Estimated Accuracy
 BN0436;SPC TX C     - 3,087,670.      750,930.      MT  (+/- 180 meters Scaled)
 BN0436
 BN0436                          SUPERSEDED SURVEY CONTROL
 BN0436
 BN0436.No superseded survey control is available for this station.
 BN0436
 BN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU229696(NAD 83)
 BN0436_MARKER: I = METAL ROD
 BN0436_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0436+WITH SETTING: INFORMATION.
 BN0436_SP_SET: SHALLOW SET METAL ROD
 BN0436_STAMPING: D 1454 1982
 BN0436_MARK LOGO: NGS   
 BN0436_PROJECTION: FLUSH
 BN0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0436_ROD/PIPE-DEPTH: 2.4  meters
 BN0436
 BN0436  HISTORY     - Date     Condition        Report By
 BN0436  HISTORY     - 1982     MONUMENTED       NGS
 BN0436  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 BN0436
 BN0436                          STATION DESCRIPTION
 BN0436
 BN0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0436'5.6 KM (3.5 MI) SW FROM JUNCTION.
 BN0436'5.6 KM (3.5 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS JUNCTION
 BN0436'WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, 36.3 METERS (119.1 FT)
 BN0436'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 27.1 METERS (88.9 FT)
 BN0436'SOUTHWEST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.
 BN0436'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0436'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 BN0436'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0436
 BN0436                          STATION RECOVERY (1998)
 BN0436
 BN0436'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0815 ***********************************************************************
 CA0815  DESIGNATION -  D 1455
 CA0815  PID         -  CA0815
 CA0815  STATE/COUNTY-  TX/MCCULLOCH
 CA0815  USGS QUAD   -  PLACID (1979)
 CA0815
 CA0815                         *CURRENT SURVEY CONTROL
 CA0815  ___________________________________________________________________
 CA0815* NAD 83(1986)-  31 17 08.     (N)    099 14 56.     (W)     SCALED    
 CA0815* NAVD 88     -       530.635  (meters)    1740.92   (feet)  ADJUSTED  
 CA0815  ___________________________________________________________________
 CA0815  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CA0815  DYNAMIC HT  -         529.917 (meters)    1738.57  (feet)  COMP
 CA0815  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 CA0815
 CA0815  VERT ORDER  -  FIRST     CLASS II
 CA0815
 CA0815.The horizontal coordinates were scaled from a topographic map and have
 CA0815.an estimated accuracy of +/- 6 seconds.
 CA0815
 CA0815.The orthometric height was determined by differential leveling
 CA0815.and adjusted by the National Geodetic Survey in June 1991..
 CA0815
 CA0815.The geoid height was determined by GEOID03.
 CA0815
 CA0815.The dynamic height is computed by dividing the NAVD 88
 CA0815.geopotential number by the normal gravity value computed on the
 CA0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0815.degrees latitude (g = 980.6199 gals.).
 CA0815
 CA0815.The modeled gravity was interpolated from observed gravity values.
 CA0815
 CA0815;                    North         East    Units  Estimated Accuracy
 CA0815;SPC TX C     - 3,179,970.      803,250.      MT  (+/- 180 meters Scaled)
 CA0815
 CA0815                          SUPERSEDED SURVEY CONTROL
 CA0815
 CA0815.No superseded survey control is available for this station.
 CA0815
 CA0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV763612(NAD 83)
 CA0815_MARKER: I = METAL ROD
 CA0815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0815_SP_SET: STAINLESS STEEL ROD
 CA0815_STAMPING: D 1455 1982
 CA0815_MARK LOGO: NGS   
 CA0815_PROJECTION: FLUSH
 CA0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0815+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0815_ROD/PIPE-DEPTH: 4.6  meters
 CA0815
 CA0815  HISTORY     - Date     Condition        Report By
 CA0815  HISTORY     - 1982     MONUMENTED       NGS
 CA0815  HISTORY     - 20060319 GOOD             USPSQD
 CA0815
 CA0815                          STATION DESCRIPTION
 CA0815
 CA0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0815'18.8 KM (11.7 MI) NE FROM BRADY.
 CA0815'18.8 KM (11.7 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0815'COURTHOUSE IN BRADY, 15.1 METERS (49.5 FT) SOUTHEAST OF THE CENTERLINE
 CA0815'OF THE HIGHWAY, 8.7 METERS (28.5 FT) NORTH OF THE CENTER OF A GRAVELED
 CA0815'ROAD LEADING EAST, 2.0 METERS (6.6 FT) NORTHWEST OF A UTILITY POLE AND
 CA0815'1.7 METERS (5.6 FT) NORTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE
 CA0815'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0815'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CA0815'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0815
 CA0815                          STATION RECOVERY (2006)
 CA0815
 CA0815'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0815'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0841 ***********************************************************************
 CA0841  DESIGNATION -  D 1456
 CA0841  PID         -  CA0841
 CA0841  STATE/COUNTY-  TX/BROWN
 CA0841  USGS QUAD   -  BROOKESMITH (1978)
 CA0841
 CA0841                         *CURRENT SURVEY CONTROL
 CA0841  ___________________________________________________________________
 CA0841* NAD 83(1986)-  31 34 46.     (N)    099 03 42.     (W)     SCALED    
 CA0841* NAVD 88     -       421.846  (meters)    1384.01   (feet)  ADJUSTED  
 CA0841  ___________________________________________________________________
 CA0841  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CA0841  DYNAMIC HT  -         421.289 (meters)    1382.18  (feet)  COMP
 CA0841  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 CA0841
 CA0841  VERT ORDER  -  FIRST     CLASS II
 CA0841
 CA0841.The horizontal coordinates were scaled from a topographic map and have
 CA0841.an estimated accuracy of +/- 6 seconds.
 CA0841
 CA0841.The orthometric height was determined by differential leveling
 CA0841.and adjusted by the National Geodetic Survey in June 1991..
 CA0841
 CA0841.The geoid height was determined by GEOID03.
 CA0841
 CA0841.The dynamic height is computed by dividing the NAVD 88
 CA0841.geopotential number by the normal gravity value computed on the
 CA0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0841.degrees latitude (g = 980.6199 gals.).
 CA0841
 CA0841.The modeled gravity was interpolated from observed gravity values.
 CA0841
 CA0841;                    North         East    Units  Estimated Accuracy
 CA0841;SPC TX C     - 3,212,740.      820,700.      MT  (+/- 180 meters Scaled)
 CA0841
 CA0841                          SUPERSEDED SURVEY CONTROL
 CA0841
 CA0841.No superseded survey control is available for this station.
 CA0841
 CA0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV941938(NAD 83)
 CA0841_MARKER: I = METAL ROD
 CA0841_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0841+WITH SETTING: INFORMATION.
 CA0841_SP_SET: SHALLOW SET METAL ROD
 CA0841_STAMPING: D 1456 1982
 CA0841_MARK LOGO: NGS   
 CA0841_PROJECTION: FLUSH
 CA0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0841+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0841_ROD/PIPE-DEPTH: 3.0  meters
 CA0841
 CA0841  HISTORY     - Date     Condition        Report By
 CA0841  HISTORY     - 1982     MONUMENTED       NGS
 CA0841  HISTORY     - 20060319 GOOD             USPSQD
 CA0841
 CA0841                          STATION DESCRIPTION
 CA0841
 CA0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0841'18.7 KM (11.6 MI) SW FROM BROWNWOOD.
 CA0841'18.7 KM (11.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0841'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 0.3 KM (0.2 MI)
 CA0841'NORTHEAST OF A FIELD ENTRANCE ROAD, 14.7 METERS (48.2 FT) SOUTHEAST OF
 CA0841'THE CENTERLINE OF THE HIGHWAY AND 3.7 METERS (12.1 FT) NORTHEAST OF A
 CA0841'UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE
 CA0841'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0841'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CA0841'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CA0841
 CA0841                          STATION RECOVERY (2006)
 CA0841
 CA0841'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0841'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0866 ***********************************************************************
 CA0866  DESIGNATION -  D 1457
 CA0866  PID         -  CA0866
 CA0866  STATE/COUNTY-  TX/COLEMAN
 CA0866  USGS QUAD   -  SANTA ANNA (1987)
 CA0866
 CA0866                         *CURRENT SURVEY CONTROL
 CA0866  ___________________________________________________________________
 CA0866* NAD 83(1986)-  31 44 15.     (N)    099 17 10.     (W)     SCALED    
 CA0866* NAVD 88     -       497.487  (meters)    1632.17   (feet)  ADJUSTED  
 CA0866  ___________________________________________________________________
 CA0866  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CA0866  DYNAMIC HT  -         496.833 (meters)    1630.03  (feet)  COMP
 CA0866  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 CA0866
 CA0866  VERT ORDER  -  FIRST     CLASS II
 CA0866
 CA0866.The horizontal coordinates were scaled from a topographic map and have
 CA0866.an estimated accuracy of +/- 6 seconds.
 CA0866
 CA0866.The orthometric height was determined by differential leveling
 CA0866.and adjusted by the National Geodetic Survey in June 1991..
 CA0866
 CA0866.The geoid height was determined by GEOID03.
 CA0866
 CA0866.The dynamic height is computed by dividing the NAVD 88
 CA0866.geopotential number by the normal gravity value computed on the
 CA0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0866.degrees latitude (g = 980.6199 gals.).
 CA0866
 CA0866.The modeled gravity was interpolated from observed gravity values.
 CA0866
 CA0866;                    North         East    Units  Estimated Accuracy
 CA0866;SPC TX C     - 3,230,040.      799,230.      MT  (+/- 180 meters Scaled)
 CA0866
 CA0866                          SUPERSEDED SURVEY CONTROL
 CA0866
 CA0866.No superseded survey control is available for this station.
 CA0866
 CA0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA728113(NAD 83)
 CA0866_MARKER: I = METAL ROD
 CA0866_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0866+WITH SETTING: INFORMATION.
 CA0866_SP_SET: SHALLOW SET METAL ROD
 CA0866_STAMPING: D 1457 1982
 CA0866_MARK LOGO: NGS   
 CA0866_PROJECTION: FLUSH
 CA0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0866+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0866_ROD/PIPE-DEPTH: 2.1  meters
 CA0866
 CA0866  HISTORY     - Date     Condition        Report By
 CA0866  HISTORY     - 1982     MONUMENTED       NGS
 CA0866  HISTORY     - 20060320 GOOD             USPSQD
 CA0866
 CA0866                          STATION DESCRIPTION
 CA0866
 CA0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0866'20.4 KM (12.65 MI) SE FROM COLEMAN.
 CA0866'20.4 KM (12.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM
 CA0866'ITS JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, 0.2
 CA0866'KM (0.1 MI) WEST OF A BOX CULVERT, 21.2 METERS (69.6 FT) SOUTH OF THE
 CA0866'CENTERLINE OF THE HIGHWAY AND 1.8 METERS (5.9 FT) EAST OF UTILITY POLE
 CA0866'NUMBER 5-16.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM
 CA0866'POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0866'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CA0866'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0866
 CA0866                          STATION RECOVERY (2006)
 CA0866
 CA0866'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0866'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0857 ***********************************************************************
 CT0857  DESIGNATION -  D 1458
 CT0857  PID         -  CT0857
 CT0857  STATE/COUNTY-  TX/TAYLOR
 CT0857  USGS QUAD   -  MERKEL EAST (1984)
 CT0857
 CT0857                         *CURRENT SURVEY CONTROL
 CT0857  ___________________________________________________________________
 CT0857* NAD 83(1986)-  32 27 32.     (N)    099 55 43.     (W)     SCALED    
 CT0857* NAVD 88     -       547.738  (meters)    1797.04   (feet)  ADJUSTED  
 CT0857  ___________________________________________________________________
 CT0857  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CT0857  DYNAMIC HT  -         547.026 (meters)    1794.70  (feet)  COMP
 CT0857  MODELED GRAV-     979,321.5   (mgal)                       NAVD 88
 CT0857
 CT0857  VERT ORDER  -  FIRST     CLASS II
 CT0857
 CT0857.The horizontal coordinates were scaled from a topographic map and have
 CT0857.an estimated accuracy of +/- 6 seconds.
 CT0857
 CT0857.The orthometric height was determined by differential leveling
 CT0857.and adjusted by the National Geodetic Survey in June 1991..
 CT0857
 CT0857.The geoid height was determined by GEOID03.
 CT0857
 CT0857.The dynamic height is computed by dividing the NAVD 88
 CT0857.geopotential number by the normal gravity value computed on the
 CT0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0857.degrees latitude (g = 980.6199 gals.).
 CT0857
 CT0857.The modeled gravity was interpolated from observed gravity values.
 CT0857
 CT0857;                    North         East    Units  Estimated Accuracy
 CT0857;SPC TXNC     - 2,088,760.      465,700.      MT  (+/- 180 meters Scaled)
 CT0857
 CT0857                          SUPERSEDED SURVEY CONTROL
 CT0857
 CT0857.No superseded survey control is available for this station.
 CT0857
 CT0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA127916(NAD 83)
 CT0857_MARKER: I = METAL ROD
 CT0857_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CT0857+WITH SETTING: INFORMATION.
 CT0857_SP_SET: SHALLOW SET METAL ROD
 CT0857_STAMPING: D 1458 1982
 CT0857_MARK LOGO: NGS   
 CT0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0857
 CT0857  HISTORY     - Date     Condition        Report By
 CT0857  HISTORY     - 1982     MONUMENTED       NGS
 CT0857  HISTORY     - 19940804 GOOD             USPSQD
 CT0857  HISTORY     - 20011013 GOOD             USPSQD
 CT0857
 CT0857                          STATION DESCRIPTION
 CT0857
 CT0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0857'13.6 KM (8.45 MI) WEST FROM ABILENE.
 CT0857'13.6 KM (8.45 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CT0857'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CT0857'ABILENE, 0.1 KM (0.05 MI) WEST OF A PRIVATE ROAD LEADING TO NUCORD
 CT0857'SUPPLY, INC., 30.5 METERS (100.1 FT) SOUTH OF THE CENTERLINE OF A
 CT0857'FRONTAGE ROAD OF INTERSTATE HIGHWAY 20, 8.1 METERS (26.6 FT) NORTH OF
 CT0857'THE NEAR RAIL AND 2.2 METERS (7.2 FT) EAST OF MILEPOST 418.
 CT0857'NOTE=REFUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE DATUM POINT IS
 CT0857'THROUGH A 5-INCH LOGO CAP.
 CT0857'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CT0857'THE MARK IS 2.0 M BELOW THE TRACKS.
 CT0857
 CT0857                          STATION RECOVERY (1994)
 CT0857
 CT0857'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0857'RECOVERED IN GOOD CONDITION.
 CT0857
 CT0857                          STATION RECOVERY (2001)
 CT0857
 CT0857'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0755 ***********************************************************************
 CU0755  DESIGNATION -  D 1459
 CU0755  PID         -  CU0755
 CU0755  STATE/COUNTY-  TX/NOLAN
 CU0755  USGS QUAD   -  ROSCOE (1987)
 CU0755
 CU0755                         *CURRENT SURVEY CONTROL
 CU0755  ___________________________________________________________________
 CU0755* NAD 83(1986)-  32 26 48.     (N)    100 32 25.     (W)     SCALED    
 CU0755* NAVD 88     -       726.192  (meters)    2382.51   (feet)  ADJUSTED  
 CU0755  ___________________________________________________________________
 CU0755  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CU0755  DYNAMIC HT  -         725.216 (meters)    2379.31  (feet)  COMP
 CU0755  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 CU0755
 CU0755  VERT ORDER  -  FIRST     CLASS II
 CU0755
 CU0755.The horizontal coordinates were scaled from a topographic map and have
 CU0755.an estimated accuracy of +/- 6 seconds.
 CU0755
 CU0755.The orthometric height was determined by differential leveling
 CU0755.and adjusted by the National Geodetic Survey in June 1991..
 CU0755
 CU0755.The geoid height was determined by GEOID03.
 CU0755
 CU0755.The dynamic height is computed by dividing the NAVD 88
 CU0755.geopotential number by the normal gravity value computed on the
 CU0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0755.degrees latitude (g = 980.6199 gals.).
 CU0755
 CU0755.The modeled gravity was interpolated from observed gravity values.
 CU0755
 CU0755;                    North         East    Units  Estimated Accuracy
 CU0755;SPC TXNC     - 2,088,360.      408,170.      MT  (+/- 180 meters Scaled)
 CU0755
 CU0755                          SUPERSEDED SURVEY CONTROL
 CU0755
 CU0755.No superseded survey control is available for this station.
 CU0755
 CU0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA552909(NAD 83)
 CU0755_MARKER: I = METAL ROD
 CU0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0755_SP_SET: STAINLESS STEEL ROD
 CU0755_STAMPING: D 1459 1982
 CU0755_MARK LOGO: NGS   
 CU0755_PROJECTION: FLUSH
 CU0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0755_ROD/PIPE-DEPTH: 5.8  meters
 CU0755
 CU0755  HISTORY     - Date     Condition        Report By
 CU0755  HISTORY     - 1982     MONUMENTED       NGS
 CU0755  HISTORY     - 1982     GOOD             NGS
 CU0755
 CU0755                          STATION DESCRIPTION
 CU0755
 CU0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0755'IN ROSCOE.
 CU0755'IN ROSCOE, AT THE INTERSECTION OF BOIS DARC AVENUE AND FRONT STREET,
 CU0755'0.1 KM (0.05 MI) WEST OF THE JUNCTION OF U. S. HIGHWAY 84 AND THE
 CU0755'TEXAS AND PACIFIC RAILROAD, 29.3 METERS (96.1 FT) SOUTH-SOUTHEAST OF
 CU0755'THE NEAR RAIL, 6.3 METERS (20.7 FT) WEST-SOUTHWEST OF THE EXTENDED
 CU0755'CENTER OF THE AVENUE, 5.7 METERS (18.7 FT) NORTH-NORTHWEST OF THE
 CU0755'CENTER OF THE STREET AND 0.7 METER (2.3 FT) NORTH-NORTHWEST OF A
 CU0755'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CU0755'CAP.
 CU0755'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CU0755'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CU0755
 CU0755                          STATION RECOVERY (1982)
 CU0755
 CU0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0076 ***********************************************************************
 CE0076  DESIGNATION -  D 146
 CE0076  PID         -  CE0076
 CE0076  STATE/COUNTY-  TX/EL PASO
 CE0076  USGS QUAD   -  EL PASO (1997)
 CE0076
 CE0076                         *CURRENT SURVEY CONTROL
 CE0076  ___________________________________________________________________
 CE0076* NAD 83(1986)-  31 50 16.     (N)    106 25 38.     (W)     SCALED    
 CE0076* NAVD 88     -      1181.339  (meters)    3875.78   (feet)  ADJUSTED  
 CE0076  ___________________________________________________________________
 CE0076  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CE0076  DYNAMIC HT  -        1179.547 (meters)    3869.90  (feet)  COMP
 CE0076  MODELED GRAV-     979,082.6   (mgal)                       NAVD 88
 CE0076
 CE0076  VERT ORDER  -  FIRST     CLASS I
 CE0076
 CE0076.The horizontal coordinates were scaled from a topographic map and have
 CE0076.an estimated accuracy of +/- 6 seconds.
 CE0076
 CE0076.The orthometric height was determined by differential leveling
 CE0076.and adjusted by the National Geodetic Survey in November 1996..
 CE0076.WARNING-Repeat measurements at this control monument indicate possible
 CE0076.vertical movement.
 CE0076
 CE0076.The geoid height was determined by GEOID03.
 CE0076
 CE0076.The dynamic height is computed by dividing the NAVD 88
 CE0076.geopotential number by the normal gravity value computed on the
 CE0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0076.degrees latitude (g = 980.6199 gals.).
 CE0076
 CE0076.The modeled gravity was interpolated from observed gravity values.
 CE0076
 CE0076;                    North         East    Units  Estimated Accuracy
 CE0076;SPC TX C     - 3,256,490.      123,450.      MT  (+/- 180 meters Scaled)
 CE0076
 CE0076                          SUPERSEDED SURVEY CONTROL
 CE0076
 CE0076  NAVD 88 (06/15/91) 1181.379  (m)         3875.91   (f) UNKNOWN     1 1
 CE0076  NGVD 29 (??/??/92) 1180.885  (m)         3874.29   (f) ADJ UNCH    1 1
 CE0076
 CE0076.Superseded values are not recommended for survey control.
 CE0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0076.See file dsdata.txt to determine how the superseded data were derived.
 CE0076
 CE0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR649233(NAD 83)
 CE0076_MARKER: DB = BENCH MARK DISK
 CE0076_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CE0076_SP_SET: ABUTMENT
 CE0076_STAMPING: D 146 1954
 CE0076_MARK LOGO: CGS   
 CE0076_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0076+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 CE0076
 CE0076  HISTORY     - Date     Condition        Report By
 CE0076  HISTORY     - 1954     MONUMENTED       CGS
 CE0076  HISTORY     - 1981     GOOD             NGS
 CE0076  HISTORY     - 19921119 GOOD             NGS
 CE0076
 CE0076                          STATION DESCRIPTION
 CE0076
 CE0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0076'7.25 MI NE FROM EL PASO.
 CE0076'7.25 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CE0076'UNION STATION AT EL PASO, 3 1/2 POLES NORTH OF MILEPOST 1303, 7.2 FEET
 CE0076'EAST OF THE EAST RAIL, SET IN THE TOP OF THE EAST END OF THE SOUTH
 CE0076'CONCRETE ABUTMENT OF BRIDGE 1303-10.
 CE0076
 CE0076                          STATION RECOVERY (1981)
 CE0076
 CE0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0076'THE MARK IS 0.3 M BELOW THE TRACKS.
 CE0076'11.6 KM (7.2 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0076'FROM THE UNION STATION IN EL PASO, 3-1/2 POLES NORTHEAST OF MILE POST
 CE0076'1303. IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF
 CE0076'RAILROAD BRIDGE NUMBER 1303.10, 2.1 METERS (7.2 FT) SOUTHEAST OF
 CE0076'THE NEAR RAIL AND 0.3 METERS (1.0 FT) NORTHWEST OF THE SOUTHEAST
 CE0076'END OF THE ABUTMENT.
 CE0076
 CE0076                          STATION RECOVERY (1992)
 CE0076
 CE0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0076'11.5 KM (7.15 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0076'FROM THE UNION PASSENGER STATION IN EL PASO, IN TOP OF AND 0.4 M
 CE0076'(1.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 CE0076'ABUTMENT OF RAILROAD BRIDGE NUMBER 1303.10 SPANNING A DRY WASH, 0.2
 CE0076'KM (0.10 MI) NORTHWEST OF RAILROAD MILEPOST 1303, 2.1 M (6.9 FT)
 CE0076'SOUTHEAST OF THE NEAR RAIL, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 CE0076'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0871 ***********************************************************************
 CU0871  DESIGNATION -  D 1460
 CU0871  PID         -  CU0871
 CU0871  STATE/COUNTY-  TX/NOLAN
 CU0871  USGS QUAD   -  ROSCOE (1987)
 CU0871
 CU0871                         *CURRENT SURVEY CONTROL
 CU0871  ___________________________________________________________________
 CU0871* NAD 83(1986)-  32 28 31.     (N)    100 36 42.     (W)     SCALED    
 CU0871* NAVD 88     -       725.994  (meters)    2381.87   (feet)  ADJUSTED  
 CU0871  ___________________________________________________________________
 CU0871  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CU0871  DYNAMIC HT  -         725.017 (meters)    2378.66  (feet)  COMP
 CU0871  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 CU0871
 CU0871  VERT ORDER  -  FIRST     CLASS II
 CU0871
 CU0871.The horizontal coordinates were scaled from a topographic map and have
 CU0871.an estimated accuracy of +/- 6 seconds.
 CU0871
 CU0871.The orthometric height was determined by differential leveling
 CU0871.and adjusted by the National Geodetic Survey in June 1991..
 CU0871
 CU0871.The geoid height was determined by GEOID03.
 CU0871
 CU0871.The dynamic height is computed by dividing the NAVD 88
 CU0871.geopotential number by the normal gravity value computed on the
 CU0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0871.degrees latitude (g = 980.6199 gals.).
 CU0871
 CU0871.The modeled gravity was interpolated from observed gravity values.
 CU0871
 CU0871;                    North         East    Units  Estimated Accuracy
 CU0871;SPC TXNC     - 2,091,660.      401,530.      MT  (+/- 180 meters Scaled)
 CU0871
 CU0871                          SUPERSEDED SURVEY CONTROL
 CU0871
 CU0871.No superseded survey control is available for this station.
 CU0871
 CU0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA485942(NAD 83)
 CU0871_MARKER: I = METAL ROD
 CU0871_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0871+WITH SETTING: INFORMATION.
 CU0871_SP_SET: SHALLOW SET METAL ROD
 CU0871_STAMPING: D 1460 1982
 CU0871_MARK LOGO: NGS   
 CU0871_PROJECTION: FLUSH
 CU0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0871_ROD/PIPE-DEPTH: 3.0  meters
 CU0871
 CU0871  HISTORY     - Date     Condition        Report By
 CU0871  HISTORY     - 1982     MONUMENTED       NGS
 CU0871
 CU0871                          STATION DESCRIPTION
 CU0871
 CU0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0871'7.7 KM (4.8 MI) NW FROM ROSCOE.
 CU0871'7.7 KM (4.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM THE POST
 CU0871'OFFICE IN ROSCOE, 22.0 METERS (72.2 FT) SOUTHEAST OF THE CENTER OF A
 CU0871'GRAVELED ROAD LEADING SOUTHWEST, 18.0 METERS (59.1 FT) SOUTHWEST OF
 CU0871'THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 6.8 METERS
 CU0871'(22.3 FT) NORTHEAST OF THE NEAR RAIL OF THE ROSCOE, SNYDER AND PACIFIC
 CU0871'RAILROAD AND 1.1 METERS (3.6 FT) NORTHWEST OF A UTILITY POLE.
 CU0871'NOTE=REFUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE DATUM POINT IS
 CU0871'THROUGH A 5-INCH LOGO CAP.
 CU0871'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CU0871'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0777 ***********************************************************************
 CU0777  DESIGNATION -  D 1461
 CU0777  PID         -  CU0777
 CU0777  STATE/COUNTY-  TX/MITCHELL
 CU0777  USGS QUAD   -  WESTBROOK (1978)
 CU0777
 CU0777                         *CURRENT SURVEY CONTROL
 CU0777  ___________________________________________________________________
 CU0777* NAD 83(1986)-  32 20 15.     (N)    101 06 33.     (W)     SCALED    
 CU0777* NAVD 88     -       674.097  (meters)    2211.60   (feet)  ADJUSTED  
 CU0777  ___________________________________________________________________
 CU0777  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CU0777  DYNAMIC HT  -         673.189 (meters)    2208.62  (feet)  COMP
 CU0777  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 CU0777
 CU0777  VERT ORDER  -  FIRST     CLASS II
 CU0777
 CU0777.The horizontal coordinates were scaled from a topographic map and have
 CU0777.an estimated accuracy of +/- 6 seconds.
 CU0777
 CU0777.The orthometric height was determined by differential leveling
 CU0777.and adjusted by the National Geodetic Survey in June 1991..
 CU0777
 CU0777.The geoid height was determined by GEOID03.
 CU0777
 CU0777.The dynamic height is computed by dividing the NAVD 88
 CU0777.geopotential number by the normal gravity value computed on the
 CU0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0777.degrees latitude (g = 980.6199 gals.).
 CU0777
 CU0777.The modeled gravity was interpolated from observed gravity values.
 CU0777
 CU0777;                    North         East    Units  Estimated Accuracy
 CU0777;SPC TXNC     - 2,077,440.      354,400.      MT  (+/- 180 meters Scaled)
 CU0777
 CU0777                          SUPERSEDED SURVEY CONTROL
 CU0777
 CU0777.No superseded survey control is available for this station.
 CU0777
 CU0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA014798(NAD 83)
 CU0777_MARKER: I = METAL ROD
 CU0777_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0777_SP_SET: STAINLESS STEEL ROD
 CU0777_STAMPING: D 1461 1982
 CU0777_MARK LOGO: NGS   
 CU0777_PROJECTION: FLUSH
 CU0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0777_ROD/PIPE-DEPTH: 3.4  meters
 CU0777
 CU0777  HISTORY     - Date     Condition        Report By
 CU0777  HISTORY     - 1982     MONUMENTED       NGS
 CU0777
 CU0777                          STATION DESCRIPTION
 CU0777
 CU0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0777'25.5 KM (15.85 MI) SW FROM COLORADO CITY.
 CU0777'25.5 KM (15.85 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0777'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, 58.4 METERS (191.6
 CU0777'FT) SOUTHWEST OF A HIGHWAY INFORMATION SIGN (WEST BROOK 6 COLORADO
 CU0777'CITY 16), 40.7 METERS (133.5 FT) EAST-SOUTHEAST OF HIGHWAY MILEPOST
 CU0777'201, 34.1 METERS (111.9 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CU0777'LANES OF THE HIGHWAY, 17.5 METERS (57.4 FT) SOUTH-SOUTHEAST OF THE
 CU0777'CENTER OF A FRONTAGE ROAD, 9.3 METERS (30.5 FT) NORTH-NORTHWEST OF THE
 CU0777'NEAR RAIL OF THE MISSOURI PACIFIC RAILROAD AND 1.2 METERS (3.9 FT)
 CU0777'EAST-NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0777'THROUGH A 5-INCH LOGO CAP.
 CU0777'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CU0777'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0829 ***********************************************************************
 CU0829  DESIGNATION -  D 1462
 CU0829  PID         -  CU0829
 CU0829  STATE/COUNTY-  TX/GARZA
 CU0829  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0829
 CU0829                         *CURRENT SURVEY CONTROL
 CU0829  ___________________________________________________________________
 CU0829* NAD 83(1986)-  32 58 13.     (N)    101 05 54.     (W)     SCALED    
 CU0829* NAVD 88     -       719.307  (meters)    2359.93   (feet)  ADJUSTED  
 CU0829  ___________________________________________________________________
 CU0829  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CU0829  DYNAMIC HT  -         718.390 (meters)    2356.92  (feet)  COMP
 CU0829  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 CU0829
 CU0829  VERT ORDER  -  FIRST     CLASS II
 CU0829
 CU0829.The horizontal coordinates were scaled from a topographic map and have
 CU0829.an estimated accuracy of +/- 6 seconds.
 CU0829
 CU0829.The orthometric height was determined by differential leveling
 CU0829.and adjusted by the National Geodetic Survey in July 2002..
 CU0829
 CU0829.The geoid height was determined by GEOID03.
 CU0829
 CU0829.The dynamic height is computed by dividing the NAVD 88
 CU0829.geopotential number by the normal gravity value computed on the
 CU0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0829.degrees latitude (g = 980.6199 gals.).
 CU0829
 CU0829.The modeled gravity was interpolated from observed gravity values.
 CU0829
 CU0829;                    North         East    Units  Estimated Accuracy
 CU0829;SPC TXNC     - 2,147,560.      357,150.      MT  (+/- 180 meters Scaled)
 CU0829
 CU0829                          SUPERSEDED SURVEY CONTROL
 CU0829
 CU0829  NAVD 88 (06/15/91)  719.258  (m)         2359.77   (f) UNKNOWN     1 2
 CU0829
 CU0829.Superseded values are not recommended for survey control.
 CU0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0829.See file dsdata.txt to determine how the superseded data were derived.
 CU0829
 CU0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB038499(NAD 83)
 CU0829_MARKER: I = METAL ROD
 CU0829_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0829+WITH SETTING: INFORMATION.
 CU0829_SP_SET: SHALLOW SET METAL ROD
 CU0829_STAMPING: D 1462 1982
 CU0829_MARK LOGO: NGS   
 CU0829_PROJECTION: FLUSH
 CU0829_MAGNETIC: I = MARKER IS A STEEL ROD
 CU0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0829+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 CU0829_ROD/PIPE-DEPTH: 3.0  meters
 CU0829
 CU0829  HISTORY     - Date     Condition        Report By
 CU0829  HISTORY     - 1982     MONUMENTED       NGS
 CU0829  HISTORY     - 19971008 GOOD             NGS
 CU0829
 CU0829                          STATION DESCRIPTION
 CU0829
 CU0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0829'36.9 KM (22.9 MI) SE FROM POST.
 CU0829'36.9 KM (22.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0829'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, OR 0.6 KM (0.35
 CU0829'MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION WITH U.S.
 CU0829'HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI) NORTHWESTERLY ALONG THE
 CU0829'SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI) NORTH ALONG FARM ROAD 1611,
 CU0829'THENCE 24.2 KM (15.05 MI) NORTHWESTERLY ALONG U.  S. HIGHWAY 84, 0.4
 CU0829'KM (0.25 MI) SOUTHEAST OF A GRAVELED ROAD LEADING WEST, 26.7 METERS
 CU0829'(87.6 FT) NORTH OF THE NORTHEAST END OF A 24-INCH CONCRETE PIPE
 CU0829'CULVERT, 15.7 METERS (51.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 CU0829'NORTHWEST BOUND LANES OF THE HIGHWAY AND 1.0 METER (3.3 FT)
 CU0829'NORTH-NORTHWEST OF A T-FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 10.0
 CU0829'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0829'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CU0829'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CU0829
 CU0829                          STATION RECOVERY (1997)
 CU0829
 CU0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 CU0829'31.4 KM (19.50 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 CU0829'OF STATE HIGHWAY 208 IN SNYDER, 15.7 M (51.5 FT) NORTHEAST OF THE
 CU0829'CENTERLINE OF THE NORTHBOUND LANNES OF THE HIGHWAY, 1.0 M (3.3 FT)
 CU0829'NORTHWEST OF A T-FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 CU0829'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 CU0829'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD
 CU0829'WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0467 ***********************************************************************
 DP0467  DESIGNATION -  D 1463
 DP0467  PID         -  DP0467
 DP0467  STATE/COUNTY-  TX/GARZA
 DP0467  USGS QUAD   -  POST EAST (1969)
 DP0467
 DP0467                         *CURRENT SURVEY CONTROL
 DP0467  ___________________________________________________________________
 DP0467* NAD 83(1986)-  33 09 43.     (N)    101 20 49.     (W)     SCALED    
 DP0467* NAVD 88     -       758.290  (meters)    2487.82   (feet)  ADJUSTED  
 DP0467  ___________________________________________________________________
 DP0467  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 DP0467  DYNAMIC HT  -         757.317 (meters)    2484.63  (feet)  COMP
 DP0467  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 DP0467
 DP0467  VERT ORDER  -  FIRST     CLASS II
 DP0467
 DP0467.The horizontal coordinates were scaled from a topographic map and have
 DP0467.an estimated accuracy of +/- 6 seconds.
 DP0467
 DP0467.The orthometric height was determined by differential leveling
 DP0467.and adjusted by the National Geodetic Survey in June 1991..
 DP0467.WARNING-Repeat measurements at this control monument indicate possible
 DP0467.vertical movement.
 DP0467
 DP0467.The geoid height was determined by GEOID03.
 DP0467
 DP0467.The dynamic height is computed by dividing the NAVD 88
 DP0467.geopotential number by the normal gravity value computed on the
 DP0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0467.degrees latitude (g = 980.6199 gals.).
 DP0467
 DP0467.The modeled gravity was interpolated from observed gravity values.
 DP0467
 DP0467;                    North         East    Units  Estimated Accuracy
 DP0467;SPC TXNC     - 2,169,410.      334,500.      MT  (+/- 180 meters Scaled)
 DP0467
 DP0467                          SUPERSEDED SURVEY CONTROL
 DP0467
 DP0467.No superseded survey control is available for this station.
 DP0467
 DP0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB811716(NAD 83)
 DP0467_MARKER: DV = VERTICAL CONTROL DISK
 DP0467_SETTING: 66 = SET IN ROCK OUTCROP
 DP0467_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DP0467_STAMPING: D 1463 1982
 DP0467_MARK LOGO: NGS   
 DP0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP0467+STABILITY: POSITION/ELEVATION WELL
 DP0467
 DP0467  HISTORY     - Date     Condition        Report By
 DP0467  HISTORY     - 1982     MONUMENTED       NGS
 DP0467  HISTORY     - 19890810 GOOD             NGS
 DP0467
 DP0467                          STATION DESCRIPTION
 DP0467
 DP0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0467'4.7 KM (2.9 MI) SE FROM POST.
 DP0467'4.7 KM (2.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 DP0467'WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, IN AN EXPOSED AREA OF
 DP0467'BEDROCK ON TOP OF A HIGHWAY CUT, 42.0 METERS (137.8 FT) SOUTH OF THE
 DP0467'CENTER OF A GRAVELED ROAD LEADING EAST, 24.0 METERS (78.7 FT) WEST OF
 DP0467'A UTILITY POLE, 16.5 METERS (54.1 FT) NORTHWEST OF A UTILITY POLE,
 DP0467'15.6 METERS (51.2 FT) WEST OF A FENCE AND 14.9 METERS (48.9 FT)
 DP0467'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DP0467'HIGHWAY.
 DP0467'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0467'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 DP0467
 DP0467                          STATION RECOVERY (1989)
 DP0467
 DP0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1634 ***********************************************************************
 AY1634  DESIGNATION -  D 1464
 AY1634  PID         -  AY1634
 AY1634  STATE/COUNTY-  TX/BEXAR
 AY1634  USGS QUAD   -  CULEBRA HILL (1993)
 AY1634
 AY1634                         *CURRENT SURVEY CONTROL
 AY1634  ___________________________________________________________________
 AY1634* NAD 83(1986)-  29 22 31.     (N)    098 44 27.     (W)     SCALED    
 AY1634* NAVD 88     -       224.737  (meters)     737.32   (feet)  ADJUSTED  
 AY1634  ___________________________________________________________________
 AY1634  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AY1634  DYNAMIC HT  -         224.411 (meters)     736.26  (feet)  COMP
 AY1634  MODELED GRAV-     979,186.9   (mgal)                       NAVD 88
 AY1634
 AY1634  VERT ORDER  -  FIRST     CLASS II
 AY1634
 AY1634.The horizontal coordinates were scaled from a topographic map and have
 AY1634.an estimated accuracy of +/- 6 seconds.
 AY1634
 AY1634.The orthometric height was determined by differential leveling
 AY1634.and adjusted by the National Geodetic Survey in June 1991..
 AY1634
 AY1634.The geoid height was determined by GEOID03.
 AY1634
 AY1634.The dynamic height is computed by dividing the NAVD 88
 AY1634.geopotential number by the normal gravity value computed on the
 AY1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1634.degrees latitude (g = 980.6199 gals.).
 AY1634
 AY1634.The modeled gravity was interpolated from observed gravity values.
 AY1634
 AY1634;                    North         East    Units  Estimated Accuracy
 AY1634;SPC TXSC     - 4,170,920.      625,160.      MT  (+/- 180 meters Scaled)
 AY1634
 AY1634                          SUPERSEDED SURVEY CONTROL
 AY1634
 AY1634.No superseded survey control is available for this station.
 AY1634
 AY1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT251495(NAD 83)
 AY1634_MARKER: I = METAL ROD
 AY1634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1634_SP_SET: STAINLESS STEEL ROD
 AY1634_STAMPING: D 1464 1982
 AY1634_MARK LOGO: NGS   
 AY1634_PROJECTION: FLUSH
 AY1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1634_ROD/PIPE-DEPTH: 6.1  meters
 AY1634
 AY1634  HISTORY     - Date     Condition        Report By
 AY1634  HISTORY     - 1982     MONUMENTED       NGS
 AY1634  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY1634
 AY1634                          STATION DESCRIPTION
 AY1634
 AY1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1634'14.1 KM (8.75 MI) EAST FROM CASTROVILLE.
 AY1634'14.1 KM (8.75 MI) EASTERLY ALONG US HIGHWAY 90 EASTBOUND FROM THE
 AY1634'JUNCTION OF FARM ROAD 471 NORTH IN CASTROVILLE, AT THE EAST EDGE OF A
 AY1634'LOW HILL AND AT A HIGHWAY CROSSOVER, 33.2 METERS (109.0 FT) SOUTH OF
 AY1634'CENTERLINE OF EASTBOUND LANE OF HIGHWAY, 53.4 METERS (175.0 FT) EAST
 AY1634'OF A PRIVATE ENTRANCE DRIVE LEADING SOUTH, 42.7 METERS (140.0 FT) EAST
 AY1634'OF A CORNER FENCE POST, 20.1 METERS (66.0 FT) WEST OF A POWERLINE
 AY1634'POLE, 0.30 METERS (1.0 FT) NORTH OF A FENCE LINE, AND 12.5 METERS
 AY1634'(41.0 FT) EAST OF A NORTH SOUTH LINE OF WOODEN GUARD RAIL POSTS.
 AY1634'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AY1634'THE MARK IS 0.30 M ABOVE HIGHWAY.
 AY1634
 AY1634                          STATION RECOVERY (1999)
 AY1634
 AY1634'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1680 ***********************************************************************
 AY1680  DESIGNATION -  D 1465
 AY1680  PID         -  AY1680
 AY1680  STATE/COUNTY-  TX/KENDALL
 AY1680  USGS QUAD   -  RANGER CREEK (1982)
 AY1680
 AY1680                         *CURRENT SURVEY CONTROL
 AY1680  ___________________________________________________________________
 AY1680* NAD 83(1986)-  29 49 07.     (N)    098 45 07.     (W)     SCALED    
 AY1680* NAVD 88     -       446.831  (meters)    1465.98   (feet)  ADJUSTED  
 AY1680  ___________________________________________________________________
 AY1680  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AY1680  DYNAMIC HT  -         446.182 (meters)    1463.85  (feet)  COMP
 AY1680  MODELED GRAV-     979,175.2   (mgal)                       NAVD 88
 AY1680
 AY1680  VERT ORDER  -  FIRST     CLASS II
 AY1680
 AY1680.The horizontal coordinates were scaled from a topographic map and have
 AY1680.an estimated accuracy of +/- 6 seconds.
 AY1680
 AY1680.The orthometric height was determined by differential leveling
 AY1680.and adjusted by the National Geodetic Survey in June 1991..
 AY1680
 AY1680.The geoid height was determined by GEOID03.
 AY1680
 AY1680.The dynamic height is computed by dividing the NAVD 88
 AY1680.geopotential number by the normal gravity value computed on the
 AY1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1680.degrees latitude (g = 980.6199 gals.).
 AY1680
 AY1680.The modeled gravity was interpolated from observed gravity values.
 AY1680
 AY1680;                    North         East    Units  Estimated Accuracy
 AY1680;SPC TXSC     - 4,220,050.      623,980.      MT  (+/- 180 meters Scaled)
 AY1680
 AY1680                          SUPERSEDED SURVEY CONTROL
 AY1680
 AY1680.No superseded survey control is available for this station.
 AY1680
 AY1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT239987(NAD 83)
 AY1680_MARKER: I = METAL ROD
 AY1680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1680_SP_SET: STAINLESS STEEL ROD
 AY1680_STAMPING: D 1465 1982
 AY1680_MARK LOGO: NGS   
 AY1680_PROJECTION: FLUSH
 AY1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1680_ROD/PIPE-DEPTH: 2.7  meters
 AY1680
 AY1680  HISTORY     - Date     Condition        Report By
 AY1680  HISTORY     - 1982     MONUMENTED       NGS
 AY1680  HISTORY     - 1990     GOOD             USPSQD
 AY1680  HISTORY     - 19940309 GOOD             USPSQD
 AY1680
 AY1680                          STATION DESCRIPTION
 AY1680
 AY1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1680'3.9 KM (2.45 MI) NW FROM BOERNE.
 AY1680'3.9 KM (2.45 MI) NORTH NORTHWEST ALONG BUSINESS U.S. HIGHWAY 87 FROM
 AY1680'THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, AT A FENCE CORNER ON
 AY1680'THE SOUTHWEST SIDE OF THE HIGHWAY, 15.0 METERS (49.5 FT) SOUTH
 AY1680'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY 0.46 METERS (2.5 FT) EAST
 AY1680'OF A TELEPHONE UNDERGROUND WARNING POST AND SIGN, 3.9 METERS (8.5 FT)
 AY1680'WEST OF A CORNER FENCE POST, AND 0.3 METER (1.0 FT) NORTH OF THE FENCE
 AY1680'LINE.
 AY1680'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AY1680'THE MARK IS 0.3 M BELOW HIGHWAY 87.
 AY1680
 AY1680                          STATION RECOVERY (1990)
 AY1680
 AY1680'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1680'RECOVERED IN GOOD CONDITION.
 AY1680
 AY1680                          STATION RECOVERY (1994)
 AY1680
 AY1680'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0502 ***********************************************************************
 BN0502  DESIGNATION -  D 1466
 BN0502  PID         -  BN0502
 BN0502  STATE/COUNTY-  TX/KERR
 BN0502  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0502
 BN0502                         *CURRENT SURVEY CONTROL
 BN0502  ___________________________________________________________________
 BN0502* NAD 83(1986)-  30 04 10.     (N)    098 55 16.     (W)     SCALED    
 BN0502* NAVD 88     -       538.105  (meters)    1765.43   (feet)  ADJUSTED  
 BN0502  ___________________________________________________________________
 BN0502  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 BN0502  DYNAMIC HT  -         537.337 (meters)    1762.91  (feet)  COMP
 BN0502  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 BN0502
 BN0502  VERT ORDER  -  FIRST     CLASS II
 BN0502
 BN0502.The horizontal coordinates were scaled from a topographic map and have
 BN0502.an estimated accuracy of +/- 6 seconds.
 BN0502
 BN0502.The orthometric height was determined by differential leveling
 BN0502.and adjusted by the National Geodetic Survey in June 1991..
 BN0502
 BN0502.The geoid height was determined by GEOID03.
 BN0502
 BN0502.The dynamic height is computed by dividing the NAVD 88
 BN0502.geopotential number by the normal gravity value computed on the
 BN0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0502.degrees latitude (g = 980.6199 gals.).
 BN0502
 BN0502.The modeled gravity was interpolated from observed gravity values.
 BN0502
 BN0502;                    North         East    Units  Estimated Accuracy
 BN0502;SPC TXSC     - 4,247,830.      607,610.      MT  (+/- 180 meters Scaled)
 BN0502
 BN0502                          SUPERSEDED SURVEY CONTROL
 BN0502
 BN0502.No superseded survey control is available for this station.
 BN0502
 BN0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU076264(NAD 83)
 BN0502_MARKER: DB = BENCH MARK DISK
 BN0502_SETTING: 66 = SET IN ROCK OUTCROP
 BN0502_SP_SET: ROCK OUTCROP
 BN0502_STAMPING: D 1466 1982
 BN0502_MARK LOGO: NGS   
 BN0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0502
 BN0502  HISTORY     - Date     Condition        Report By
 BN0502  HISTORY     - 1982     MONUMENTED       NGS
 BN0502  HISTORY     - 20040325 GOOD             USPSQD
 BN0502  HISTORY     - 20051102 MARK NOT FOUND   USPSQD
 BN0502
 BN0502                          STATION DESCRIPTION
 BN0502
 BN0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0502'10.5 KM (6.55 MI) NORTH FROM COMFORT.
 BN0502'10.5 KM (6.55 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0502'INTERSTATE HIGHWAY 10 AT THE NORTH EDGE OF COMFORT, SET IN THE TOP OF
 BN0502'A 0.6 METER (2.0 FT) BY 1.2 METERS (4.0 FT) ROCK OUTCROP, AND ALSO
 BN0502'ABOUT 0.2 KM (0.1 MI) NORTHWEST AND ACROSS THE HIGHWAY FROM AN EARTH
 BN0502'DAM ON THE EAST SIDE OF THE HIGHWAY, 16.8 METERS (55.0 FT) WEST
 BN0502'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 35.4 METERS (116.0 FT)
 BN0502'NORTH OF A WOODEN YELLOW RIGHT-OF-WAY POST, 8.5 METERS (28.0 FT)
 BN0502'SOUTHWEST OF THE SOUTH END OF GUARD RAIL, 6.7 METERS (22.0 FT) EAST
 BN0502'NORTHEAST OF A FENCE LINE.
 BN0502'THE MARK IS 6.5 METERS  ENE FROM A WITNESS POST.
 BN0502'THE MARK IS 1.2 M BELOW HIGHWAY 87.
 BN0502
 BN0502                          STATION RECOVERY (2004)
 BN0502
 BN0502'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0502'RECOVERED IN GOOD CONDITION.
 BN0502
 BN0502                          STATION RECOVERY (2005)
 BN0502
 BN0502'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0527 ***********************************************************************
 BN0527  DESIGNATION -  D 1467
 BN0527  PID         -  BN0527
 BN0527  STATE/COUNTY-  TX/GILLESPIE
 BN0527  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0527
 BN0527                         *CURRENT SURVEY CONTROL
 BN0527  ___________________________________________________________________
 BN0527* NAD 83(1986)-  30 20 57.     (N)    098 55 13.     (W)     SCALED    
 BN0527* NAVD 88     -       621.531  (meters)    2039.14   (feet)  ADJUSTED  
 BN0527  ___________________________________________________________________
 BN0527  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BN0527  DYNAMIC HT  -         620.649 (meters)    2036.25  (feet)  COMP
 BN0527  MODELED GRAV-     979,202.0   (mgal)                       NAVD 88
 BN0527
 BN0527  VERT ORDER  -  FIRST     CLASS II
 BN0527
 BN0527.The horizontal coordinates were scaled from a topographic map and have
 BN0527.an estimated accuracy of +/- 6 seconds.
 BN0527
 BN0527.The orthometric height was determined by differential leveling
 BN0527.and adjusted by the National Geodetic Survey in June 1991..
 BN0527
 BN0527.The geoid height was determined by GEOID03.
 BN0527
 BN0527.The dynamic height is computed by dividing the NAVD 88
 BN0527.geopotential number by the normal gravity value computed on the
 BN0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0527.degrees latitude (g = 980.6199 gals.).
 BN0527
 BN0527.The modeled gravity was interpolated from observed gravity values.
 BN0527
 BN0527;                    North         East    Units  Estimated Accuracy
 BN0527;SPC TX C     - 3,076,520.      835,850.      MT  (+/- 180 meters Scaled)
 BN0527
 BN0527                          SUPERSEDED SURVEY CONTROL
 BN0527
 BN0527.No superseded survey control is available for this station.
 BN0527
 BN0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU076574(NAD 83)
 BN0527_MARKER: DB = BENCH MARK DISK
 BN0527_SETTING: 66 = SET IN ROCK OUTCROP
 BN0527_SP_SET: ROCK OUTCROP
 BN0527_STAMPING: D 1467 1982
 BN0527_MARK LOGO: NGS   
 BN0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0527+STABILITY: POSITION/ELEVATION WELL
 BN0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0527+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0527
 BN0527  HISTORY     - Date     Condition        Report By
 BN0527  HISTORY     - 1982     MONUMENTED       NGS
 BN0527  HISTORY     - 19930721 GOOD             USPSQD
 BN0527  HISTORY     - 19960309 GOOD             USPSQD
 BN0527  HISTORY     - 20051123 GOOD             USPSQD
 BN0527
 BN0527                          STATION DESCRIPTION
 BN0527
 BN0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0527'10.7 KM (6.65 MI) NW FROM FREDERICKSBURG.
 BN0527'10.7 KM (6.65 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0527'U.S. HIGHWAY 290 AND WASHINGTON STREET IN FREDERICKSBURG, AT POWERLINE
 BN0527'CROSSING THE HIGHWAY FROM THE NORTHWEST OT THE SOUTHEAST AND IS SET IN
 BN0527'ROCK OUTCROP ON TOP OF A CUT BANK ON THE WEST SIDE OF THE HIGHWAY,
 BN0527'0.2 KM (0.1 MI) NORTH NORTHWEST OF GYPSUM MINE ROAD, 10.9 METERS
 BN0527'(36.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 87, 7.4 METERS (24.5 FT)
 BN0527'EAST NORTHEAST OF THE THIRD FENCE BRACE POST NORTH OF A PIPE FRAMED
 BN0527'GATE, 11.8 METERS ((39.0 FT) NORTHEAST OF THE CENTER OF THE PIPE
 BN0527'FRAMED WIRE GATE AND 34.4 (113.0 FT) SOUTH SOUTHEAST OF A CONCRETE
 BN0527'RIGHT-OF-WAY POST.
 BN0527'THE MARK IS 1.0 M ABOVE HIGHWAY.
 BN0527
 BN0527                          STATION RECOVERY (1993)
 BN0527
 BN0527'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0527'RECOVERED IN GOOD CONDITION.
 BN0527
 BN0527                          STATION RECOVERY (1996)
 BN0527
 BN0527'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0527'RECOVERED IN GOOD CONDITION.
 BN0527
 BN0527                          STATION RECOVERY (2005)
 BN0527
 BN0527'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0527'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0434 ***********************************************************************
 DP0434  DESIGNATION -  D 1468
 DP0434  PID         -  DP0434
 DP0434  STATE/COUNTY-  TX/LUBBOCK
 DP0434  USGS QUAD   -  SLATON (1975)
 DP0434
 DP0434                         *CURRENT SURVEY CONTROL
 DP0434  ___________________________________________________________________
 DP0434* NAD 83(1986)-  33 25 45.     (N)    101 39 32.     (W)     SCALED    
 DP0434* NAVD 88     -       943.003  (meters)    3093.84   (feet)  ADJUSTED  
 DP0434  ___________________________________________________________________
 DP0434  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 DP0434  DYNAMIC HT  -         941.786 (meters)    3089.84  (feet)  COMP
 DP0434  MODELED GRAV-     979,314.3   (mgal)                       NAVD 88
 DP0434
 DP0434  VERT ORDER  -  FIRST     CLASS II
 DP0434
 DP0434.The horizontal coordinates were scaled from a topographic map and have
 DP0434.an estimated accuracy of +/- 6 seconds.
 DP0434
 DP0434.The orthometric height was determined by differential leveling
 DP0434.and adjusted by the National Geodetic Survey in June 1991..
 DP0434
 DP0434.The geoid height was determined by GEOID03.
 DP0434
 DP0434.The dynamic height is computed by dividing the NAVD 88
 DP0434.geopotential number by the normal gravity value computed on the
 DP0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0434.degrees latitude (g = 980.6199 gals.).
 DP0434
 DP0434.The modeled gravity was interpolated from observed gravity values.
 DP0434
 DP0434;                    North         East    Units  Estimated Accuracy
 DP0434;SPC TXNC     - 2,199,860.      306,300.      MT  (+/- 180 meters Scaled)
 DP0434
 DP0434                          SUPERSEDED SURVEY CONTROL
 DP0434
 DP0434.No superseded survey control is available for this station.
 DP0434
 DP0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC527020(NAD 83)
 DP0434_MARKER: I = METAL ROD
 DP0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0434_SP_SET: STAINLESS STEEL ROD
 DP0434_STAMPING: D 1468 1982
 DP0434_MARK LOGO: NGS   
 DP0434_PROJECTION: FLUSH
 DP0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0434+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0434_ROD/PIPE-DEPTH: 5.5  meters
 DP0434
 DP0434  HISTORY     - Date     Condition        Report By
 DP0434  HISTORY     - 1982     MONUMENTED       NGS
 DP0434  HISTORY     - 19890630 GOOD             NGS
 DP0434  HISTORY     - 19970327 MARK NOT FOUND   NGS
 DP0434
 DP0434                          STATION DESCRIPTION
 DP0434
 DP0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0434'25.0 KM (15.5 MI) SE FROM LUBBOCK.
 DP0434'9.6 KM (5.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0434'RAILROAD STATION IN LUBBOCK, THENCE 15.4 KM (9.55 MI) SOUTHEASTERLY
 DP0434'ALONG U.S. HIGHWAY 84, 0.7 KM (0.45 MI) SOUTHEAST OF THE JUNCTION OF
 DP0434'FARM ROAD 41, 15.0 METERS (49.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 DP0434'NORTHWEST BOUND LANES OF THE HIGHWAY, 0.6 METER (2.0 FT) NORTHWEST OF
 DP0434'THE NORTHEAST LEG OF A HIGHWAY INFORMATION SIGN (FM 41 DIVISION ST)
 DP0434'AND 0.4 METER (1.3 FT) SOUTHWEST OF A WOODEN GUARD RAIL POST.
 DP0434'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0434'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DP0434'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 DP0434
 DP0434                          STATION RECOVERY (1989)
 DP0434
 DP0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0434'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 DP0434'DELETE--0.6 M (2.0 FT) NORTHWEST OF THE NORTHWEST LEG OF A HIGHWAY
 DP0434'INFORMATION SIGN (FM 41 DIVISION ST), AND 0.4 M (1.3 FT) SOUTHWEST OF
 DP0434'A WOODEN GUARD RAIL POST.  ADD--36.0 M (118.1 FT) SOUTHEAST OF THE
 DP0434'EXTENED CENTER OF 22ND ST, AND 6.7 M (22.0 FT) SOUTHWEST OF THE
 DP0434'CENTERLINE OF A FRONTAGE ROAD.
 DP0434
 DP0434                          STATION RECOVERY (1997)
 DP0434
 DP0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0434'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0411 ***********************************************************************
 DP0411  DESIGNATION -  D 1469
 DP0411  PID         -  DP0411
 DP0411  STATE/COUNTY-  TX/LUBBOCK
 DP0411  USGS QUAD   -  SHALLOWATER (1975)
 DP0411
 DP0411                         *CURRENT SURVEY CONTROL
 DP0411  ___________________________________________________________________
 DP0411* NAD 83(1986)-  33 39 38.     (N)    101 57 41.     (W)     SCALED    
 DP0411* NAVD 88     -       995.267  (meters)    3265.31   (feet)  ADJUSTED  
 DP0411  ___________________________________________________________________
 DP0411  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 DP0411  DYNAMIC HT  -         993.973 (meters)    3261.06  (feet)  COMP
 DP0411  MODELED GRAV-     979,303.1   (mgal)                       NAVD 88
 DP0411
 DP0411  VERT ORDER  -  FIRST     CLASS II
 DP0411
 DP0411.The horizontal coordinates were scaled from a topographic map and have
 DP0411.an estimated accuracy of +/- 6 seconds.
 DP0411
 DP0411.The orthometric height was determined by differential leveling
 DP0411.and adjusted by the National Geodetic Survey in June 1991..
 DP0411
 DP0411.The geoid height was determined by GEOID03.
 DP0411
 DP0411.The dynamic height is computed by dividing the NAVD 88
 DP0411.geopotential number by the normal gravity value computed on the
 DP0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0411.degrees latitude (g = 980.6199 gals.).
 DP0411
 DP0411.The modeled gravity was interpolated from observed gravity values.
 DP0411
 DP0411;                    North         East    Units  Estimated Accuracy
 DP0411;SPC TXNC     - 2,226,400.      279,040.      MT  (+/- 180 meters Scaled)
 DP0411
 DP0411                          SUPERSEDED SURVEY CONTROL
 DP0411
 DP0411.No superseded survey control is available for this station.
 DP0411
 DP0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC253284(NAD 83)
 DP0411_MARKER: I = METAL ROD
 DP0411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0411_SP_SET: STAINLESS STEEL ROD
 DP0411_STAMPING: D 1469 1982
 DP0411_MARK LOGO: NGS   
 DP0411_PROJECTION: FLUSH
 DP0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0411_ROD/PIPE-DEPTH: 3.7  meters
 DP0411
 DP0411  HISTORY     - Date     Condition        Report By
 DP0411  HISTORY     - 1982     MONUMENTED       NGS
 DP0411
 DP0411                          STATION DESCRIPTION
 DP0411
 DP0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0411'14.2 KM (8.8 MI) NW FROM LUBBOCK.
 DP0411'14.2 KM (8.8 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0411'RAILROAD STATION IN LUBBOCK, 95.1 METERS (312.0 FT) NORTHWEST OF
 DP0411'MILEPOST 81, 12.4 METERS (40.7 FT) NORTHEAST OF THE NEAR RAIL AND 1.0
 DP0411'METER (3.3 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 DP0411'POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0411'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DP0411'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0524 ***********************************************************************
 EO0524  DESIGNATION -  D 1470
 EO0524  PID         -  EO0524
 EO0524  STATE/COUNTY-  TX/PARMER
 EO0524  USGS QUAD   -  LARIAT (1980)
 EO0524
 EO0524                         *CURRENT SURVEY CONTROL
 EO0524  ___________________________________________________________________
 EO0524* NAD 83(1986)-  34 20 12.     (N)    102 55 08.     (W)     SCALED    
 EO0524* NAVD 88     -      1223.806  (meters)    4015.10   (feet)  ADJUSTED  
 EO0524  ___________________________________________________________________
 EO0524  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 EO0524  DYNAMIC HT  -        1222.211 (meters)    4009.87  (feet)  COMP
 EO0524  MODELED GRAV-     979,290.5   (mgal)                       NAVD 88
 EO0524
 EO0524  VERT ORDER  -  FIRST     CLASS II
 EO0524
 EO0524.The horizontal coordinates were scaled from a topographic map and have
 EO0524.an estimated accuracy of +/- 6 seconds.
 EO0524
 EO0524.The orthometric height was determined by differential leveling
 EO0524.and adjusted by the National Geodetic Survey in June 1991..
 EO0524
 EO0524.The geoid height was determined by GEOID03.
 EO0524
 EO0524.The dynamic height is computed by dividing the NAVD 88
 EO0524.geopotential number by the normal gravity value computed on the
 EO0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0524.degrees latitude (g = 980.6199 gals.).
 EO0524
 EO0524.The modeled gravity was interpolated from observed gravity values.
 EO0524
 EO0524;                    North         East    Units  Estimated Accuracy
 EO0524;SPC TX N     - 1,038,290.       69,430.      MT  (+/- 180 meters Scaled)
 EO0524
 EO0524                          SUPERSEDED SURVEY CONTROL
 EO0524
 EO0524.No superseded survey control is available for this station.
 EO0524
 EO0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU914014(NAD 83)
 EO0524_MARKER: I = METAL ROD
 EO0524_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0524_SP_SET: STAINLESS STEEL ROD
 EO0524_STAMPING: D 1470 1982
 EO0524_MARK LOGO: NGS   
 EO0524_PROJECTION: FLUSH
 EO0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0524_ROD/PIPE-DEPTH: 4.6  meters
 EO0524
 EO0524  HISTORY     - Date     Condition        Report By
 EO0524  HISTORY     - 1982     MONUMENTED       NGS
 EO0524
 EO0524                          STATION DESCRIPTION
 EO0524
 EO0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0524'21.9 KM (13.6 MI) NW FROM MULESHOE.
 EO0524'21.9 KM (13.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM
 EO0524'THEIR JUNCTION IN MULESHOE, 0.3 KM (0.2 MI) SOUTHEAST OF THE JUNCTION
 EO0524'OF A ROAD LEADING NORTH, 30.3 METERS (99.4 FT) SOUTHWEST OF THE
 EO0524'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 1.3 METERS
 EO0524'(4.3 FT) SOUTHEAST OF UTILITY POLE NUMBER 6.  NOTE=ACCESS TO THE DATUM
 EO0524'POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0524'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0524'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0649 ***********************************************************************
 DQ0649  DESIGNATION -  D 1471
 DQ0649  PID         -  DQ0649
 DQ0649  STATE/COUNTY-  TX/LAMB
 DQ0649  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0649
 DQ0649                         *CURRENT SURVEY CONTROL
 DQ0649  ___________________________________________________________________
 DQ0649* NAD 83(1986)-  33 57 01.     (N)    102 21 49.     (W)     SCALED    
 DQ0649* NAVD 88     -      1097.935  (meters)    3602.14   (feet)  ADJUSTED  
 DQ0649  ___________________________________________________________________
 DQ0649  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 DQ0649  DYNAMIC HT  -        1096.511 (meters)    3597.47  (feet)  COMP
 DQ0649  MODELED GRAV-     979,301.6   (mgal)                       NAVD 88
 DQ0649
 DQ0649  VERT ORDER  -  FIRST     CLASS II
 DQ0649
 DQ0649.The horizontal coordinates were scaled from a topographic map and have
 DQ0649.an estimated accuracy of +/- 6 seconds.
 DQ0649
 DQ0649.The orthometric height was determined by differential leveling
 DQ0649.and adjusted by the National Geodetic Survey in June 1991..
 DQ0649
 DQ0649.The geoid height was determined by GEOID03.
 DQ0649
 DQ0649.The dynamic height is computed by dividing the NAVD 88
 DQ0649.geopotential number by the normal gravity value computed on the
 DQ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0649.degrees latitude (g = 980.6199 gals.).
 DQ0649
 DQ0649.The modeled gravity was interpolated from observed gravity values.
 DQ0649
 DQ0649;                    North         East    Units  Estimated Accuracy
 DQ0649;SPC TXNC     - 2,259,810.      242,940.      MT  (+/- 180 meters Scaled)
 DQ0649
 DQ0649                          SUPERSEDED SURVEY CONTROL
 DQ0649
 DQ0649.No superseded survey control is available for this station.
 DQ0649
 DQ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT436597(NAD 83)
 DQ0649_MARKER: I = METAL ROD
 DQ0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0649_SP_SET: STAINLESS STEEL ROD
 DQ0649_STAMPING: D 1471 1982
 DQ0649_MARK LOGO: NGS   
 DQ0649_PROJECTION: FLUSH
 DQ0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0649_ROD/PIPE-DEPTH: 6.1  meters
 DQ0649
 DQ0649  HISTORY     - Date     Condition        Report By
 DQ0649  HISTORY     - 1982     MONUMENTED       NGS
 DQ0649
 DQ0649                          STATION DESCRIPTION
 DQ0649
 DQ0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0649'6.8 KM (4.2 MI) NW FROM LITTLEFIELD.
 DQ0649'6.8 KM (4.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 DQ0649'WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 24.0 METERS (78.7 FT) SOUTHWEST
 DQ0649'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 7.2
 DQ0649'METERS (23.6 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH
 DQ0649'AND 1.4 METERS (4.6 FT) EAST OF THE MOST WESTERLY 1 OF 3 UTILITY POLES
 DQ0649'(NUMBER 133).  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DQ0649'CAP.
 DQ0649'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DQ0649'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4841 ***********************************************************************
 AW4841  DESIGNATION -  D 1472
 AW4841  PID         -  AW4841
 AW4841  STATE/COUNTY-  TX/HARRIS
 AW4841  USGS QUAD   -  CLODINE (1995)
 AW4841
 AW4841                         *CURRENT SURVEY CONTROL
 AW4841  ___________________________________________________________________
 AW4841* NAD 83(1986)-  29 42 40.     (N)    095 38 17.     (W)     SCALED    
 AW4841* NAVD 88     -        25.180  (meters)      82.61   (feet)  ADJUSTED  
 AW4841  ___________________________________________________________________
 AW4841  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW4841  DYNAMIC HT  -          25.146 (meters)      82.50  (feet)  COMP
 AW4841  MODELED GRAV-     979,274.6   (mgal)                       NAVD 88
 AW4841
 AW4841  VERT ORDER  -  FIRST     CLASS II
 AW4841
 AW4841.The horizontal coordinates were scaled from a topographic map and have
 AW4841.an estimated accuracy of +/- 6 seconds.
 AW4841
 AW4841.The orthometric height was determined by differential leveling
 AW4841.and adjusted by the National Geodetic Survey in June 1991..
 AW4841
 AW4841.The geoid height was determined by GEOID03.
 AW4841
 AW4841.The dynamic height is computed by dividing the NAVD 88
 AW4841.geopotential number by the normal gravity value computed on the
 AW4841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4841.degrees latitude (g = 980.6199 gals.).
 AW4841
 AW4841.The modeled gravity was interpolated from observed gravity values.
 AW4841
 AW4841;                    North         East    Units  Estimated Accuracy
 AW4841;SPC TXSC     - 4,212,780.      925,240.      MT  (+/- 180 meters Scaled)
 AW4841
 AW4841                          SUPERSEDED SURVEY CONTROL
 AW4841
 AW4841  NGVD 29 (12/23/87)   25.174  (m)           82.59   (f) ADJUSTED    1 2
 AW4841
 AW4841.Superseded values are not recommended for survey control.
 AW4841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4841.See file dsdata.txt to determine how the superseded data were derived.
 AW4841
 AW4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN447896(NAD 83)
 AW4841_MARKER: I = METAL ROD
 AW4841_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4841_SP_SET: STAINLESS STEEL ROD
 AW4841_STAMPING: D 1472 1983
 AW4841_MARK LOGO: NGS   
 AW4841_PROJECTION: RECESSED 4 CENTIMETERS
 AW4841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4841_ROD/PIPE-DEPTH: 8.5  meters
 AW4841
 AW4841  HISTORY     - Date     Condition        Report By
 AW4841  HISTORY     - 1983     MONUMENTED       NGS
 AW4841  HISTORY     - 1986     GOOD             NGS
 AW4841  HISTORY     - 19940625 GOOD             USPSQD
 AW4841  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW4841
 AW4841                          STATION DESCRIPTION
 AW4841
 AW4841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4841'4.4 KM (2.75 MI) WEST FROM ALIEF.
 AW4841'4.4 KM (2.75 MI) WEST ALONG ALIEF-CLODINE ROAD FROM THE JUNCTION OF
 AW4841'OLD WESTHEIMER ROAD IN ALIEF, AT THE JUNCTION OF TRES LAGUNAS DRIVE,
 AW4841'SET IN THE NORTH END OF THE MEDIAN OF TRES LAGUNAS DRIVE LEADING
 AW4841'SOUTH, ALSO 0.5 KM (0.35 MI) EAST ALONG ALIEF ROAD FROM THE JUNCTION
 AW4841'OF STATE HIGHWAY 6, 13.41 METERS (44.0 FT) SOUTH OF THE CENTERLINE OF
 AW4841'ALIEF ROAD, 13.41 METERS (44.0 FT) WEST-NORTHWEST OF STREET LIGHT POLE
 AW4841'NUMBER P 89931, 7.77 METERS (25.5 FT) WEST OF THE CENTER OF THE
 AW4841'NORTHBOUND LANE OF TRES LAGUNAS DRIVE, 8.23 METERS (27.0 FT) EAST OF
 AW4841'THE CENTER OF THE SOUTHBOUND LANE OF TRES LAGUNAS DRIVE, 5.03 METERS
 AW4841'(16.5 FT) NORTH OF THE NORTH END OF THE EAST ONE OF TWO CONCRETE WALLS
 AW4841'WITH THE SIGN LETTERS (PRESIDO SQUARE) INSET, AND 0.46 METERS (1.5 FT)
 AW4841'SOUTH OF THE NORTH CURB OF THE MEDIAN OF TRES LAGUNAS DRIVE.
 AW4841'THE MARK IS 0.3 M BELOW ALIEF ROAD.
 AW4841
 AW4841                          STATION RECOVERY (1986)
 AW4841
 AW4841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4841'RECOVERED IN GOOD CONDITION.
 AW4841
 AW4841                          STATION RECOVERY (1994)
 AW4841
 AW4841'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4841'RECOVERED IN GOOD CONDITION.
 AW4841
 AW4841                          STATION RECOVERY (2004)
 AW4841
 AW4841'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0912 ***********************************************************************
 CA0912  DESIGNATION -  D 1473
 CA0912  PID         -  CA0912
 CA0912  STATE/COUNTY-  TX/BROWN
 CA0912  USGS QUAD   -  BROWNWOOD (1996)
 CA0912
 CA0912                         *CURRENT SURVEY CONTROL
 CA0912  ___________________________________________________________________
 CA0912* NAD 83(1986)-  31 43 37.     (N)    098 54 40.     (W)     SCALED    
 CA0912* NAVD 88     -       422.541  (meters)    1386.29   (feet)  ADJUSTED  
 CA0912  ___________________________________________________________________
 CA0912  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CA0912  DYNAMIC HT  -         421.991 (meters)    1384.48  (feet)  COMP
 CA0912  MODELED GRAV-     979,324.7   (mgal)                       NAVD 88
 CA0912
 CA0912  VERT ORDER  -  FIRST     CLASS II
 CA0912
 CA0912.The horizontal coordinates were scaled from a topographic map and have
 CA0912.an estimated accuracy of +/- 6 seconds.
 CA0912
 CA0912.The orthometric height was determined by differential leveling
 CA0912.and adjusted by the National Geodetic Survey in June 1991..
 CA0912
 CA0912.The geoid height was determined by GEOID03.
 CA0912
 CA0912.The dynamic height is computed by dividing the NAVD 88
 CA0912.geopotential number by the normal gravity value computed on the
 CA0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0912.degrees latitude (g = 980.6199 gals.).
 CA0912
 CA0912.The modeled gravity was interpolated from observed gravity values.
 CA0912
 CA0912;                    North         East    Units  Estimated Accuracy
 CA0912;SPC TX C     - 3,229,260.      834,780.      MT  (+/- 180 meters Scaled)
 CA0912
 CA0912                          SUPERSEDED SURVEY CONTROL
 CA0912
 CA0912.No superseded survey control is available for this station.
 CA0912
 CA0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA084101(NAD 83)
 CA0912_MARKER: I = METAL ROD
 CA0912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0912_SP_SET: STAINLESS STEEL ROD
 CA0912_STAMPING: D 1473 1983
 CA0912_MARK LOGO: NGS   
 CA0912_PROJECTION: FLUSH
 CA0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA0912+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 CA0912_ROD/PIPE-DEPTH: 3.7  meters
 CA0912
 CA0912  HISTORY     - Date     Condition        Report By
 CA0912  HISTORY     - 1983     MONUMENTED       NGS
 CA0912  HISTORY     - 20020730 GOOD             USPSQD
 CA0912
 CA0912                          STATION DESCRIPTION
 CA0912
 CA0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0912'3.7 KM (2.3 MI) SE FROM EARLY.
 CA0912'3.7 KM (2.3 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS JUNCTION
 CA0912'WITH U.S. HIGHWAY 67 AND 377 IN EARLY, 14.6 METERS (47.9 FT) SOUTHWEST
 CA0912'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND
 CA0912'12.0 METERS (39.4 FT) NORTHWEST OF THE CENTER OF A PRIVATE DRIVEWAY.
 CA0912'NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0912'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0912'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CA0912
 CA0912                          STATION RECOVERY (2002)
 CA0912
 CA0912'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0938 ***********************************************************************
 CA0938  DESIGNATION -  D 1474
 CA0938  PID         -  CA0938
 CA0938  STATE/COUNTY-  TX/MILLS
 CA0938  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0938
 CA0938                         *CURRENT SURVEY CONTROL
 CA0938  ___________________________________________________________________
 CA0938* NAD 83(1986)-  31 27 59.     (N)    098 34 17.     (W)     SCALED    
 CA0938* NAVD 88     -       476.106  (meters)    1562.02   (feet)  ADJUSTED  
 CA0938  ___________________________________________________________________
 CA0938  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CA0938  DYNAMIC HT  -         475.473 (meters)    1559.95  (feet)  COMP
 CA0938  MODELED GRAV-     979,296.3   (mgal)                       NAVD 88
 CA0938
 CA0938  VERT ORDER  -  FIRST     CLASS II
 CA0938
 CA0938.The horizontal coordinates were scaled from a topographic map and have
 CA0938.an estimated accuracy of +/- 6 seconds.
 CA0938
 CA0938.The orthometric height was determined by differential leveling
 CA0938.and adjusted by the National Geodetic Survey in June 1991..
 CA0938
 CA0938.The geoid height was determined by GEOID03.
 CA0938
 CA0938.The dynamic height is computed by dividing the NAVD 88
 CA0938.geopotential number by the normal gravity value computed on the
 CA0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0938.degrees latitude (g = 980.6199 gals.).
 CA0938
 CA0938.The modeled gravity was interpolated from observed gravity values.
 CA0938
 CA0938;                    North         East    Units  Estimated Accuracy
 CA0938;SPC TX C     - 3,200,840.      867,430.      MT  (+/- 180 meters Scaled)
 CA0938
 CA0938                          SUPERSEDED SURVEY CONTROL
 CA0938
 CA0938.No superseded survey control is available for this station.
 CA0938
 CA0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV407813(NAD 83)
 CA0938_MARKER: DB = BENCH MARK DISK
 CA0938_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CA0938_SP_SET: PIER
 CA0938_STAMPING: D 1474 1983
 CA0938_MARK LOGO: NGS   
 CA0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0938+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 CA0938
 CA0938  HISTORY     - Date     Condition        Report By
 CA0938  HISTORY     - 1983     MONUMENTED       NGS
 CA0938  HISTORY     - 20050305 GOOD             USPSQD
 CA0938
 CA0938                          STATION DESCRIPTION
 CA0938
 CA0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0938'2.0 KM (1.25 MI) MI NW FROM GOLDTHWAITE.
 CA0938'2.0 KM (1.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 183 FROM THE
 CA0938'COURTHOUSE IN GOLDTHWAITE, SET VERTICALLY IN THE WEST FACE OF A PIER
 CA0938'OF THE SANTA FE RAILROAD OVERPASS OF THE HIGHWAY AND 5.4 METERS (17.7
 CA0938'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CA0938'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 CA0938
 CA0938                          STATION RECOVERY (2005)
 CA0938
 CA0938'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 CA0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1220 ***********************************************************************
 BZ1220  DESIGNATION -  D 1475
 BZ1220  PID         -  BZ1220
 BZ1220  STATE/COUNTY-  TX/LAMPASAS
 BZ1220  USGS QUAD   -  COPPERAS COVE (1995)
 BZ1220
 BZ1220                         *CURRENT SURVEY CONTROL
 BZ1220  ___________________________________________________________________
 BZ1220* NAD 83(1986)-  31 05 02.     (N)    097 58 23.     (W)     SCALED    
 BZ1220* NAVD 88     -       297.016  (meters)     974.46   (feet)  ADJUSTED  
 BZ1220  ___________________________________________________________________
 BZ1220  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BZ1220  DYNAMIC HT  -         296.619 (meters)     973.16  (feet)  COMP
 BZ1220  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 BZ1220
 BZ1220  VERT ORDER  -  FIRST     CLASS II
 BZ1220
 BZ1220.The horizontal coordinates were scaled from a topographic map and have
 BZ1220.an estimated accuracy of +/- 6 seconds.
 BZ1220
 BZ1220.The orthometric height was determined by differential leveling
 BZ1220.and adjusted by the National Geodetic Survey in June 1991..
 BZ1220
 BZ1220.The geoid height was determined by GEOID03.
 BZ1220
 BZ1220.The dynamic height is computed by dividing the NAVD 88
 BZ1220.geopotential number by the normal gravity value computed on the
 BZ1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1220.degrees latitude (g = 980.6199 gals.).
 BZ1220
 BZ1220.The modeled gravity was interpolated from observed gravity values.
 BZ1220
 BZ1220;                    North         East    Units  Estimated Accuracy
 BZ1220;SPC TX C     - 3,159,500.      925,180.      MT  (+/- 180 meters Scaled)
 BZ1220
 BZ1220                          SUPERSEDED SURVEY CONTROL
 BZ1220
 BZ1220.No superseded survey control is available for this station.
 BZ1220
 BZ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV979393(NAD 83)
 BZ1220_MARKER: DV = VERTICAL CONTROL DISK
 BZ1220_SETTING: 66 = SET IN ROCK OUTCROP
 BZ1220_SP_SET: BEDROCK
 BZ1220_STAMPING: D 1475 1983
 BZ1220_MARK LOGO: NGS   
 BZ1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1220+STABILITY: POSITION/ELEVATION WELL
 BZ1220
 BZ1220  HISTORY     - Date     Condition        Report By
 BZ1220  HISTORY     - 1983     MONUMENTED       NGS
 BZ1220  HISTORY     - 19910116 GOOD             USGS
 BZ1220  HISTORY     - 20020420 GOOD             USPSQD
 BZ1220
 BZ1220                          STATION DESCRIPTION
 BZ1220
 BZ1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1220'23.1 KM (14.35 MI) EAST FROM LAMPASAS.
 BZ1220'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ1220'0.4 KM (0.25 MI) WEST ALONG EAST SECOND STREET FROM THE SANTA FE
 BZ1220'RAILROAD STATION IN LAMPASAS, THENCE 22.7 KM (14.1 MI) EASTERLY ALONG
 BZ1220'U.S. HIGHWAY 190, IN BEDROCK 0.2 METER (0.7 FT) BELOW THE GROUND
 BZ1220'SURFACE, ACCESS TO WHICH IS THROUGH A 5-INCH LOGO CAP, 25.3 METERS
 BZ1220'(83.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.5 METERS (21.3
 BZ1220'FT) NORTHEAST OF THE CENTER OF A PRIVATE DRIVEWAY AND 1.1 METERS (3.6
 BZ1220'FT) NORTHEAST OF A UTILITY POLE.
 BZ1220
 BZ1220                          STATION RECOVERY (1991)
 BZ1220
 BZ1220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ1220'0.25 MILE (0.40 KM) NORTH ALONG PECAN STREET FROM THE POST OFFICE IN
 BZ1220'KEMPNER (10 PECAN) TO JUNCTION OF US 190, THENCE 1.75 MILES (2.82 KM)
 BZ1220'EAST ALONG US 190 TO A PAIR OF PAVED DRIVEWAYS LEADING SOUTHEAST, 83
 BZ1220'FEET (25.3 M) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 49 FEET
 BZ1220'(14.9 M) SOUTH OF A 5.0 FOOT (1.5 M) HIGH METAL CORREGATED CULVERT
 BZ1220'UNDER THE HIGHWAY, 21 FEET (6.4 M) NORTHEAST OF THE CENTERLINE OF THE
 BZ1220'PAIRED DRIVEWAYS AND 3.6 FEET (1.1 M) NORTHEAST OF A POWER POLE.
 BZ1220'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  A STAINLESS
 BZ1220'STEEL ROD SET IN BEDROCK 0.7 FOOT (21.3 CM) BELOW THE GROUND AND
 BZ1220'ENCASED IN A PIPE SET FLUSH WITH THE GROUND, ABOUT LEVEL WITH THE
 BZ1220'HIGHWAY.
 BZ1220
 BZ1220                          STATION RECOVERY (2002)
 BZ1220
 BZ1220'RECOVERY NOTE BY US POWER SQUADRON 2002 (JP)
 BZ1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2453 ***********************************************************************
 CS2453  DESIGNATION -  D 1476
 CS2453  PID         -  CS2453
 CS2453  STATE/COUNTY-  TX/HILL
 CS2453  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2453
 CS2453                         *CURRENT SURVEY CONTROL
 CS2453  ___________________________________________________________________
 CS2453* NAD 83(1993)-  32 03 12.75399(N)    097 07 10.26648(W)     ADJUSTED  
 CS2453* NAVD 88     -       200.988  (meters)     659.41   (feet)  ADJUSTED  
 CS2453  ___________________________________________________________________
 CS2453  X           -    -670,643.803 (meters)                     COMP
 CS2453  Y           -  -5,369,336.541 (meters)                     COMP
 CS2453  Z           -   3,365,557.296 (meters)                     COMP
 CS2453  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 CS2453  ELLIP HEIGHT-         173.90  (meters)          (09/02/03) GPS OBS
 CS2453  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CS2453  DYNAMIC HT  -         200.741 (meters)     658.60  (feet)  COMP
 CS2453  MODELED GRAV-     979,405.5   (mgal)                       NAVD 88
 CS2453
 CS2453  HORZ ORDER  -  FIRST
 CS2453  VERT ORDER  -  FIRST     CLASS II
 CS2453  ELLP ORDER  -  THIRD     CLASS I
 CS2453
 CS2453.The horizontal coordinates were established by GPS observations
 CS2453.and adjusted by the National Geodetic Survey in September 2003..
 CS2453
 CS2453.The orthometric height was determined by differential leveling
 CS2453.and adjusted by the National Geodetic Survey in June 1991..
 CS2453
 CS2453.Photographs are available for this station.
 CS2453
 CS2453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2453
 CS2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2453
 CS2453.The ellipsoidal height was determined by GPS observations
 CS2453.and is referenced to NAD 83.
 CS2453
 CS2453.The geoid height was determined by GEOID03.
 CS2453
 CS2453.The dynamic height is computed by dividing the NAVD 88
 CS2453.geopotential number by the normal gravity value computed on the
 CS2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2453.degrees latitude (g = 980.6199 gals.).
 CS2453
 CS2453.The modeled gravity was interpolated from observed gravity values.
 CS2453
 CS2453;                    North         East     Units Scale Factor Converg.
 CS2453;SPC TXNC     - 2,043,758.904   730,369.429   MT  1.00002305   +0 45 10.5
 CS2453;SPC TXNC     - 6,705,232.34  2,396,220.37   sFT  1.00002305   +0 45 10.5
 CS2453;UTM  14      - 3,547,917.025   677,532.260   MT  0.99998870   +0 59 53.7
 CS2453
 CS2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2453!SPC TXNC     -   0.99997270  x   1.00002305  =   0.99999574
 CS2453!UTM  14      -   0.99997270  x   0.99998870  =   0.99996140
 CS2453
 CS2453                          SUPERSEDED SURVEY CONTROL
 CS2453
 CS2453  NAVD 88 (09/02/03)  200.99   (m)          659.4    (f) LEVELING    3  
 CS2453
 CS2453.Superseded values are not recommended for survey control.
 CS2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2453.See file dsdata.txt to determine how the superseded data were derived.
 CS2453
 CS2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7753247917(NAD 83)
 CS2453_MARKER: F = FLANGE-ENCASED ROD
 CS2453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2453_SP_SET: STAINLESS STEEL ROD
 CS2453_STAMPING: D 1476 1983
 CS2453_MARK LOGO: NGS   
 CS2453_PROJECTION: FLUSH
 CS2453_MAGNETIC: I = MARKER IS A STEEL ROD
 CS2453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2453+SATELLITE: SATELLITE OBSERVATIONS - April 31, 2003
 CS2453_ROD/PIPE-DEPTH: 7.3  meters
 CS2453
 CS2453  HISTORY     - Date     Condition        Report By
 CS2453  HISTORY     - 1983     MONUMENTED       NGS
 CS2453  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CS2453  HISTORY     - 20030430 GOOD             NGS
 CS2453  HISTORY     - 20030431 GOOD             NGS
 CS2453
 CS2453                          STATION DESCRIPTION
 CS2453
 CS2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2453'5.6 KM (3.4 MI) NORTH FROM HILLSBORO.
 CS2453'4.7 KM (2.9 MI) NORTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS
 CS2453'RAILROAD FROM THE RAILROAD STATION IN HILLSBORO, THENCE 0.2 KM (0.1
 CS2453'MI) SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.7 KM (0.45 MI) NORTHEAST
 CS2453'ALONG A GRAVELED ROAD, 46.0 METERS (150.9 FT) NORTHEAST OF THE
 CS2453'CENTERLINE OF U.S. HIGHWAY 81, 5.4 METERS (17.7 FT) NORTHWEST OF THE
 CS2453'CENTER OF THE ROAD AND 1.1 METERS (3.6 FT) NORTHEAST OF A FENCE
 CS2453'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2453'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CS2453'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CS2453
 CS2453                          STATION RECOVERY (1995)
 CS2453
 CS2453'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2453'MARK NOT FOUND.
 CS2453
 CS2453                          STATION RECOVERY (2003)
 CS2453
 CS2453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 CS2453'RECOVERED IN GOOD CONDITION.
 CS2453
 CS2453                          STATION RECOVERY (2003)
 CS2453
 CS2453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 CS2453'THE STATION IS LOCATED 3.3 MILES NORTH OF HILLSBORO ALONG STATE
 CS2453'HIGHWAY 81 AT THE
 CS2453'INTERSECDTION OF HCR 4231.  OWNERSHIP--COUNTY HIGHWAY DEPARTMENT.
 CS2453'TO REACH  FROM THE INTERSECTION OF TEXSAS HIGHWAY 81 AND TEXAS
 CS2453'HIGHWAYS 22 AND 171 IN
 CS2453'HILLSBORO, (AT THE COURT HOUSE)   GO 3.3 MILES NORTHERLY ALONG HIGHWAY
 CS2453'81 TO COUNTY
 CS2453'ROAD HCR-4231 AND THE STATION ON THE RIGHT.
 CS2453'THE STATION IS 46,0 M NORTHEAST OF THE HIGHWAY CENTERLINE, 5.4 M
 CS2453'NORTHWEST OF THE ROAD
 CS2453'CENTER, 1.1 M NORTHEAST OF A FENCE CORNER, 0.3 M SOUTHEAST OF A
 CS2453'WITNESS POST AND FENCE,
 CS2453'0.3 M ABOVE THE LEVEL OF THE ROAD.  NOTE --ACCESS TO THE DATUM POINT
 CS2453'IS THROUGH A 5-INCH
 CS2453'LOGO CAP.
 CS2453'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2479 ***********************************************************************
 CS2479  DESIGNATION -  D 1477
 CS2479  PID         -  CS2479
 CS2479  STATE/COUNTY-  TX/JOHNSON
 CS2479  USGS QUAD   -  BURLESON (1981)
 CS2479
 CS2479                         *CURRENT SURVEY CONTROL
 CS2479  ___________________________________________________________________
 CS2479* NAD 83(1986)-  32 33 03.     (N)    097 19 15.     (W)     SCALED    
 CS2479* NAVD 88     -       222.325  (meters)     729.41   (feet)  ADJUSTED  
 CS2479  ___________________________________________________________________
 CS2479  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS2479  DYNAMIC HT  -         222.059 (meters)     728.54  (feet)  COMP
 CS2479  MODELED GRAV-     979,437.8   (mgal)                       NAVD 88
 CS2479
 CS2479  VERT ORDER  -  FIRST     CLASS II
 CS2479
 CS2479.The horizontal coordinates were scaled from a topographic map and have
 CS2479.an estimated accuracy of +/- 6 seconds.
 CS2479
 CS2479.The orthometric height was determined by differential leveling
 CS2479.and adjusted by the National Geodetic Survey in June 1991..
 CS2479
 CS2479.The geoid height was determined by GEOID03.
 CS2479
 CS2479.The dynamic height is computed by dividing the NAVD 88
 CS2479.geopotential number by the normal gravity value computed on the
 CS2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2479.degrees latitude (g = 980.6199 gals.).
 CS2479
 CS2479.The modeled gravity was interpolated from observed gravity values.
 CS2479
 CS2479;                    North         East    Units  Estimated Accuracy
 CS2479;SPC TXNC     - 2,098,670.      710,740.      MT  (+/- 180 meters Scaled)
 CS2479
 CS2479                          SUPERSEDED SURVEY CONTROL
 CS2479
 CS2479.No superseded survey control is available for this station.
 CS2479
 CS2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB576027(NAD 83)
 CS2479_MARKER: DB = BENCH MARK DISK
 CS2479_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2479_SP_SET: ABUTMENT
 CS2479_STAMPING: D 1477 1983
 CS2479_MARK LOGO: NGS   
 CS2479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2479+STABILITY: POSITION/ELEVATION WELL
 CS2479
 CS2479  HISTORY     - Date     Condition        Report By
 CS2479  HISTORY     - 1983     MONUMENTED       NGS
 CS2479  HISTORY     - 1990     GOOD             USPSQD
 CS2479  HISTORY     - 19910413 GOOD             USPSQD
 CS2479  HISTORY     - 19940328 MARK NOT FOUND   USPSQD
 CS2479  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2479
 CS2479                          STATION DESCRIPTION
 CS2479
 CS2479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2479'12.6 KM (7.85 MI) SOUTH FROM FORT WORTH.
 CS2479'12.3 KM (7.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS2479'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, THENCE 0.3 KM (0.2 MI)
 CS2479'SOUTHWEST ALONG U.S. HIGHWAY 174, IN TOP OF AND 0.1 METER (0.3 FT)
 CS2479'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 CS2479'THE HIGHWAY OVERPASS OVER THE MISSOURI, KANSAS AND TEXAS RAILROAD AND
 CS2479'4.9 METERS (16.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST
 CS2479'BOUND LANES OF THE HIGHWAY.
 CS2479'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 CS2479
 CS2479                          STATION RECOVERY (1990)
 CS2479
 CS2479'RECOVERY NOTE BY US POWER SQUADRON 1990 (PHB)
 CS2479'RECOVERED IN GOOD CONDITION.
 CS2479
 CS2479                          STATION RECOVERY (1991)
 CS2479
 CS2479'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2479'RECOVERED IN GOOD CONDITION.
 CS2479
 CS2479                          STATION RECOVERY (1994)
 CS2479
 CS2479'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2479'MARK NOT FOUND.
 CS2479
 CS2479                          STATION RECOVERY (2004)
 CS2479
 CS2479'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS2479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2448 ***********************************************************************
 CS2448  DESIGNATION -  D 1478
 CS2448  PID         -  CS2448
 CS2448  STATE/COUNTY-  TX/PARKER
 CS2448  USGS QUAD   -  BROCK (1976)
 CS2448
 CS2448                         *CURRENT SURVEY CONTROL
 CS2448  ___________________________________________________________________
 CS2448* NAD 83(1986)-  32 42 51.     (N)    097 55 15.     (W)     SCALED    
 CS2448* NAVD 88     -       284.938  (meters)     934.83   (feet)  ADJUSTED  
 CS2448  ___________________________________________________________________
 CS2448  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CS2448  DYNAMIC HT  -         284.588 (meters)     933.69  (feet)  COMP
 CS2448  MODELED GRAV-     979,403.2   (mgal)                       NAVD 88
 CS2448
 CS2448  VERT ORDER  -  FIRST     CLASS II
 CS2448
 CS2448.The horizontal coordinates were scaled from a topographic map and have
 CS2448.an estimated accuracy of +/- 6 seconds.
 CS2448
 CS2448.The orthometric height was determined by differential leveling
 CS2448.and adjusted by the National Geodetic Survey in June 1991..
 CS2448
 CS2448.The geoid height was determined by GEOID03.
 CS2448
 CS2448.The dynamic height is computed by dividing the NAVD 88
 CS2448.geopotential number by the normal gravity value computed on the
 CS2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2448.degrees latitude (g = 980.6199 gals.).
 CS2448
 CS2448.The modeled gravity was interpolated from observed gravity values.
 CS2448
 CS2448;                    North         East    Units  Estimated Accuracy
 CS2448;SPC TXNC     - 2,116,310.      654,290.      MT  (+/- 180 meters Scaled)
 CS2448
 CS2448                          SUPERSEDED SURVEY CONTROL
 CS2448
 CS2448.No superseded survey control is available for this station.
 CS2448
 CS2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB011201(NAD 83)
 CS2448_MARKER: I = METAL ROD
 CS2448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2448_SP_SET: STAINLESS STEEL ROD
 CS2448_STAMPING: D 1478 1983
 CS2448_MARK LOGO: NGS   
 CS2448_PROJECTION: FLUSH
 CS2448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2448_ROD/PIPE-DEPTH: 7.0  meters
 CS2448
 CS2448  HISTORY     - Date     Condition        Report By
 CS2448  HISTORY     - 1983     MONUMENTED       NGS
 CS2448  HISTORY     - 19910527 GOOD             USPSQD
 CS2448  HISTORY     - 19950820 GOOD             USPSQD
 CS2448  HISTORY     - 19970524 GOOD             USPSQD
 CS2448  HISTORY     - 20020316 GOOD             USPSQD
 CS2448  HISTORY     - 20040327 GOOD             USPSQD
 CS2448
 CS2448                          STATION DESCRIPTION
 CS2448
 CS2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2448'12.7 KM (7.9 MI) WEST FROM WEATHERFORD.
 CS2448'12.7 KM (7.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2448'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 0.6 KM (0.35 MI) EAST
 CS2448'OF MILEPOST 400, 0.5 KM (0.3 MI) EAST OF A PRIVATE DRIVE LEADING
 CS2448'SOUTH, 53.6 METERS (175.9 FT) SOUTH OF THE CENTERLINE OF THE EAST
 CS2448'BOUND LANES OF THE HIGHWAY, 15.0 METERS (49.2 FT) SOUTH OF THE
 CS2448'CENTERLINE OF A FRONTAGE ROAD AND 1.5 METERS (4.9 FT) EAST OF A
 CS2448'T-FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CS2448'LOGO CAP.
 CS2448'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CS2448'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CS2448
 CS2448                          STATION RECOVERY (1991)
 CS2448
 CS2448'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2448'RECOVERED IN GOOD CONDITION.
 CS2448
 CS2448                          STATION RECOVERY (1995)
 CS2448
 CS2448'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2448'RECOVERED IN GOOD CONDITION.
 CS2448
 CS2448                          STATION RECOVERY (1997)
 CS2448
 CS2448'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2448'RECOVERED IN GOOD CONDITION.
 CS2448
 CS2448                          STATION RECOVERY (2002)
 CS2448
 CS2448'RECOVERY NOTE BY US POWER SQUADRON 2002 (WS)
 CS2448'RECOVERED IN GOOD CONDITION.
 CS2448
 CS2448                          STATION RECOVERY (2004)
 CS2448
 CS2448'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0910 ***********************************************************************
 CT0910  DESIGNATION -  D 1479
 CT0910  PID         -  CT0910
 CT0910  STATE/COUNTY-  TX/PALO PINTO
 CT0910  USGS QUAD   -  GORDON (1984)
 CT0910
 CT0910                         *CURRENT SURVEY CONTROL
 CT0910  ___________________________________________________________________
 CT0910* NAD 83(1986)-  32 33 24.     (N)    098 15 16.     (W)     SCALED    
 CT0910* NAVD 88     -       265.867  (meters)     872.27   (feet)  ADJUSTED  
 CT0910  ___________________________________________________________________
 CT0910  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CT0910  DYNAMIC HT  -         265.538 (meters)     871.19  (feet)  COMP
 CT0910  MODELED GRAV-     979,396.4   (mgal)                       NAVD 88
 CT0910
 CT0910  VERT ORDER  -  FIRST     CLASS II
 CT0910
 CT0910.The horizontal coordinates were scaled from a topographic map and have
 CT0910.an estimated accuracy of +/- 6 seconds.
 CT0910
 CT0910.The orthometric height was determined by differential leveling
 CT0910.and adjusted by the National Geodetic Survey in June 1991..
 CT0910
 CT0910.The geoid height was determined by GEOID03.
 CT0910
 CT0910.The dynamic height is computed by dividing the NAVD 88
 CT0910.geopotential number by the normal gravity value computed on the
 CT0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0910.degrees latitude (g = 980.6199 gals.).
 CT0910
 CT0910.The modeled gravity was interpolated from observed gravity values.
 CT0910
 CT0910;                    North         East    Units  Estimated Accuracy
 CT0910;SPC TXNC     - 2,098,720.      623,060.      MT  (+/- 180 meters Scaled)
 CT0910
 CT0910                          SUPERSEDED SURVEY CONTROL
 CT0910
 CT0910.No superseded survey control is available for this station.
 CT0910
 CT0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB699023(NAD 83)
 CT0910_MARKER: DB = BENCH MARK DISK
 CT0910_SETTING: 66 = SET IN ROCK OUTCROP
 CT0910_SP_SET: ROCK OUTCROP
 CT0910_STAMPING: D 1479 1983
 CT0910_MARK LOGO: NGS   
 CT0910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0910+STABILITY: POSITION/ELEVATION WELL
 CT0910
 CT0910  HISTORY     - Date     Condition        Report By
 CT0910  HISTORY     - 1983     MONUMENTED       NGS
 CT0910  HISTORY     - 19980822 GOOD             USPSQD
 CT0910  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0910  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0910
 CT0910                          STATION DESCRIPTION
 CT0910
 CT0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0910'44.5 KM (27.65 MI) EAST FROM RANGER.
 CT0910'44.5 KM (27.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0910'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN THE CENTER OF A 4- BY 7-FT
 CT0910'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.7 KM (0.45 MI) NORTHEAST OF
 CT0910'MILEPOST 377, 114.0 METERS (374.0 FT) SOUTHWEST OF THE SOUTH CORNER OF
 CT0910'A SMALL BOX CULVERT, 40.9 METERS (134.2 FT) NORTHWEST OF A FENCE AND
 CT0910'WITNESS POST, 25.8 METERS (84.6 FT) NORTHWEST OF THE CENTERLINE OF A
 CT0910'FRONTAGE ROAD AND 13.0 METERS (42.7 FT) SOUTHEAST OF THE CENTERLINE OF
 CT0910'THE EAST BOUND LANES OF THE HIGHWAY.
 CT0910'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CT0910'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0910
 CT0910                          STATION RECOVERY (1998)
 CT0910
 CT0910'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0910'RECOVERED IN GOOD CONDITION.
 CT0910
 CT0910                          STATION RECOVERY (2002)
 CT0910
 CT0910'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0910'MARK NOT FOUND.
 CT0910
 CT0910                          STATION RECOVERY (2004)
 CT0910
 CT0910'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0037 ***********************************************************************
 AZ0037  DESIGNATION -  D 148
 AZ0037  PID         -  AZ0037
 AZ0037  STATE/COUNTY-  TX/EDWARDS
 AZ0037  USGS QUAD   -  CAMP WOOD (1973)
 AZ0037
 AZ0037                         *CURRENT SURVEY CONTROL
 AZ0037  ___________________________________________________________________
 AZ0037* NAD 83(1986)-  29 44 14.     (N)    100 02 51.     (W)     SCALED    
 AZ0037* NAVD 88     -       491.739  (meters)    1613.31   (feet)  ADJUSTED  
 AZ0037  ___________________________________________________________________
 AZ0037  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 AZ0037  DYNAMIC HT  -         491.013 (meters)    1610.93  (feet)  COMP
 AZ0037  MODELED GRAV-     979,151.1   (mgal)                       NAVD 88
 AZ0037
 AZ0037  VERT ORDER  -  SECOND    CLASS 0
 AZ0037
 AZ0037.The horizontal coordinates were scaled from a topographic map and have
 AZ0037.an estimated accuracy of +/- 6 seconds.
 AZ0037
 AZ0037.The orthometric height was determined by differential leveling
 AZ0037.and adjusted by the National Geodetic Survey in June 1991..
 AZ0037
 AZ0037.The geoid height was determined by GEOID03.
 AZ0037
 AZ0037.The dynamic height is computed by dividing the NAVD 88
 AZ0037.geopotential number by the normal gravity value computed on the
 AZ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0037.degrees latitude (g = 980.6199 gals.).
 AZ0037
 AZ0037.The modeled gravity was interpolated from observed gravity values.
 AZ0037
 AZ0037;                    North         East    Units  Estimated Accuracy
 AZ0037;SPC TXSC     - 4,211,460.      498,680.      MT  (+/- 180 meters Scaled)
 AZ0037
 AZ0037                          SUPERSEDED SURVEY CONTROL
 AZ0037
 AZ0037  NGVD 29 (??/??/92)  491.673  (m)         1613.10   (f) ADJ UNCH    2 0
 AZ0037
 AZ0037.Superseded values are not recommended for survey control.
 AZ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0037.See file dsdata.txt to determine how the superseded data were derived.
 AZ0037
 AZ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT987901(NAD 83)
 AZ0037_MARKER: DB = BENCH MARK DISK
 AZ0037_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0037_SP_SET: LEDGE
 AZ0037_STAMPING: D 148 1939
 AZ0037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0037+STABILITY: POSITION/ELEVATION WELL
 AZ0037
 AZ0037  HISTORY     - Date     Condition        Report By
 AZ0037  HISTORY     - 1939     MONUMENTED       CGS
 AZ0037  HISTORY     - 1973     GOOD             USGS
 AZ0037
 AZ0037                          STATION DESCRIPTION
 AZ0037
 AZ0037'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0037'1.0 MI NW FROM BARKSDALE.
 AZ0037'AT JUNCTION STATE HIGHWAY 55 AND RANCH ROAD 335 NORTH OF BARKSDALE,
 AZ0037'1.05 MILES NORTHWEST ALONG STATE HIGHWAY 55 TO OLD HIGHWAY SCAR
 AZ0037'EAST-WEST.  ABOUT 1200 FEET EAST ALONG OLD SCAR, 28 FEET NORTH OF
 AZ0037'CENTERLINE OF SCAR IN ROCK LEDGE.  A STANDARD DISK, STAMPED D 148
 AZ0037'1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0926 ***********************************************************************
 CT0926  DESIGNATION -  D 1480
 CT0926  PID         -  CT0926
 CT0926  STATE/COUNTY-  TX/EASTLAND
 CT0926  USGS QUAD   -  BEAR MOUNTAIN (1987)
 CT0926
 CT0926                         *CURRENT SURVEY CONTROL
 CT0926  ___________________________________________________________________
 CT0926* NAD 83(1986)-  32 29 43.     (N)    098 32 31.     (W)     SCALED    
 CT0926* NAVD 88     -       395.412  (meters)    1297.28   (feet)  ADJUSTED  
 CT0926  ___________________________________________________________________
 CT0926  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CT0926  DYNAMIC HT  -         394.910 (meters)    1295.63  (feet)  COMP
 CT0926  MODELED GRAV-     979,357.7   (mgal)                       NAVD 88
 CT0926
 CT0926  VERT ORDER  -  FIRST     CLASS II
 CT0926
 CT0926.The horizontal coordinates were scaled from a topographic map and have
 CT0926.an estimated accuracy of +/- 6 seconds.
 CT0926
 CT0926.The orthometric height was determined by differential leveling
 CT0926.and adjusted by the National Geodetic Survey in June 1991..
 CT0926
 CT0926.The geoid height was determined by GEOID03.
 CT0926
 CT0926.The dynamic height is computed by dividing the NAVD 88
 CT0926.geopotential number by the normal gravity value computed on the
 CT0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0926.degrees latitude (g = 980.6199 gals.).
 CT0926
 CT0926.The modeled gravity was interpolated from observed gravity values.
 CT0926
 CT0926;                    North         East    Units  Estimated Accuracy
 CT0926;SPC TXNC     - 2,091,890.      596,060.      MT  (+/- 180 meters Scaled)
 CT0926
 CT0926                          SUPERSEDED SURVEY CONTROL
 CT0926
 CT0926.No superseded survey control is available for this station.
 CT0926
 CT0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA430954(NAD 83)
 CT0926_MARKER: DB = BENCH MARK DISK
 CT0926_SETTING: 66 = SET IN ROCK OUTCROP
 CT0926_SP_SET: ROCK OUTCROP
 CT0926_STAMPING: D 1480 1983
 CT0926_MARK LOGO: NGS   
 CT0926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0926+STABILITY: POSITION/ELEVATION WELL
 CT0926
 CT0926  HISTORY     - Date     Condition        Report By
 CT0926  HISTORY     - 1983     MONUMENTED       NGS
 CT0926  HISTORY     - 20020316 GOOD             USPSQD
 CT0926
 CT0926                          STATION DESCRIPTION
 CT0926
 CT0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0926'16.2 KM (10.05 MI) EAST FROM RANGER.
 CT0926'16.2 KM (10.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0926'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN THE CENTER OF THE
 CT0926'SOUTHWESTERN 1/4 OF A 6- BY 60-FT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 CT0926'CUT, 61.0 METERS (200.1 FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT,
 CT0926'40.5 METERS (132.9 FT) EAST-NORTHEAST OF MILEPOST 360, 25.7 METERS
 CT0926'(84.3 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CT0926'HIGHWAY, 17.3 METERS (56.8 FT) NORTHWEST OF A FENCE AND WITNESS POST
 CT0926'AND 7.0 METERS (23.0 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE CUT.
 CT0926'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CT0926'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
 CT0926
 CT0926                          STATION RECOVERY (2002)
 CT0926
 CT0926'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0951 ***********************************************************************
 CT0951  DESIGNATION -  D 1481
 CT0951  PID         -  CT0951
 CT0951  STATE/COUNTY-  TX/EASTLAND
 CT0951  USGS QUAD   -  BERNIE LAKE (1966)
 CT0951
 CT0951                         *CURRENT SURVEY CONTROL
 CT0951  ___________________________________________________________________
 CT0951* NAD 83(1986)-  32 23 16.     (N)    099 05 54.     (W)     SCALED    
 CT0951* NAVD 88     -       494.260  (meters)    1621.58   (feet)  ADJUSTED  
 CT0951  ___________________________________________________________________
 CT0951  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CT0951  DYNAMIC HT  -         493.620 (meters)    1619.48  (feet)  COMP
 CT0951  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 CT0951
 CT0951  VERT ORDER  -  FIRST     CLASS II
 CT0951
 CT0951.The horizontal coordinates were scaled from a topographic map and have
 CT0951.an estimated accuracy of +/- 6 seconds.
 CT0951
 CT0951.The orthometric height was determined by differential leveling
 CT0951.and adjusted by the National Geodetic Survey in June 1991..
 CT0951
 CT0951.The geoid height was determined by GEOID03.
 CT0951
 CT0951.The dynamic height is computed by dividing the NAVD 88
 CT0951.geopotential number by the normal gravity value computed on the
 CT0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0951.degrees latitude (g = 980.6199 gals.).
 CT0951
 CT0951.The modeled gravity was interpolated from observed gravity values.
 CT0951
 CT0951;                    North         East    Units  Estimated Accuracy
 CT0951;SPC TXNC     - 2,080,130.      543,710.      MT  (+/- 180 meters Scaled)
 CT0951
 CT0951                          SUPERSEDED SURVEY CONTROL
 CT0951
 CT0951.No superseded survey control is available for this station.
 CT0951
 CT0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA907834(NAD 83)
 CT0951_MARKER: I = METAL ROD
 CT0951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0951_SP_SET: STAINLESS STEEL ROD
 CT0951_STAMPING: D 1481 1983
 CT0951_MARK LOGO: NGS   
 CT0951_PROJECTION: FLUSH
 CT0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0951_ROD/PIPE-DEPTH: 4.0  meters
 CT0951
 CT0951  HISTORY     - Date     Condition        Report By
 CT0951  HISTORY     - 1983     MONUMENTED       NGS
 CT0951
 CT0951                          STATION DESCRIPTION
 CT0951
 CT0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0951'42.0 KM (26.05 MI) WEST FROM RANGER.
 CT0951'28.1 KM (17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0951'JUNCTION WITH FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI)
 CT0951'NORTHWEST ALONG CONRAD HILTON AVENUE, THENCE 11.7 KM (7.25 MI)
 CT0951'WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD, 0.2 KM (0.1 MI) EAST OF
 CT0951'MILEPOST 368, AT DORTHAN SIDING, 62.2 METERS (204.1 FT) SOUTH OF THE
 CT0951'CENTERLINE OF FARM ROAD 2945, 15.8 METERS (51.8 FT) SOUTH OF THE NEAR
 CT0951'RAIL, 13.1 KM (43.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING
 CT0951'SOUTH AND 3.3 METERS (10.8 FT) WEST OF A FENCE CORNER.  NOTE=ACCESS TO
 CT0951'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0951'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CT0951'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0630 ***********************************************************************
 DO0630  DESIGNATION -  D 1482
 DO0630  PID         -  DO0630
 DO0630  STATE/COUNTY-  TX/CLAY
 DO0630  USGS QUAD   -  JOLLY (1972)
 DO0630
 DO0630                         *CURRENT SURVEY CONTROL
 DO0630  ___________________________________________________________________
 DO0630* NAD 83(1986)-  33 50 49.     (N)    098 17 55.     (W)     SCALED    
 DO0630* NAVD 88     -       270.708  (meters)     888.15   (feet)  ADJUSTED  
 DO0630  ___________________________________________________________________
 DO0630  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DO0630  DYNAMIC HT  -         270.410 (meters)     887.17  (feet)  COMP
 DO0630  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 DO0630
 DO0630  VERT ORDER  -  FIRST     CLASS II
 DO0630
 DO0630.The horizontal coordinates were scaled from a topographic map and have
 DO0630.an estimated accuracy of +/- 6 seconds.
 DO0630
 DO0630.The orthometric height was determined by differential leveling
 DO0630.and adjusted by the National Geodetic Survey in June 1991..
 DO0630
 DO0630.The geoid height was determined by GEOID03.
 DO0630
 DO0630.The dynamic height is computed by dividing the NAVD 88
 DO0630.geopotential number by the normal gravity value computed on the
 DO0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0630.degrees latitude (g = 980.6199 gals.).
 DO0630
 DO0630.The modeled gravity was interpolated from observed gravity values.
 DO0630
 DO0630;                    North         East    Units  Estimated Accuracy
 DO0630;SPC TXNC     - 2,241,800.      618,640.      MT  (+/- 180 meters Scaled)
 DO0630
 DO0630                          SUPERSEDED SURVEY CONTROL
 DO0630
 DO0630.No superseded survey control is available for this station.
 DO0630
 DO0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC648454(NAD 83)
 DO0630_MARKER: I = METAL ROD
 DO0630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO0630_SP_SET: STAINLESS STEEL ROD
 DO0630_STAMPING: D 1482 1984
 DO0630_MARK LOGO: NGS   
 DO0630_PROJECTION: FLUSH
 DO0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0630_ROD/PIPE-DEPTH: 3.4  meters
 DO0630
 DO0630  HISTORY     - Date     Condition        Report By
 DO0630  HISTORY     - 1984     MONUMENTED       NGS
 DO0630
 DO0630                          STATION DESCRIPTION
 DO0630
 DO0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0630'19.3 KM (12.0 MI) SE FROM WICHITA FALLS.
 DO0630'19.3 KM (12.0 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0630'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, 15.2 METERS
 DO0630'(49.9 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE SOUTHEAST
 DO0630'ABUTMENT OF RAILROAD BRIDGE NUMBER 102.17, 15.6 METERS (51.2 FT)
 DO0630'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF U.S.
 DO0630'HIGHWAY 287, 12.0 METERS (39.4 FT) NORTHEAST OF THE NEAR RAIL, AND 1.0
 DO0630'METER (3.3 FT) SOUTHEAST OF UTILITY POLE NUMBER 455.  NOTE=ACCESS TO
 DO0630'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DO0630'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DO0630'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0520 ***********************************************************************
 EM0520  DESIGNATION -  D 1483
 EM0520  PID         -  EM0520
 EM0520  STATE/COUNTY-  TX/WICHITA
 EM0520  USGS QUAD   -  SUNSHINE HILL (1972)
 EM0520
 EM0520                         *CURRENT SURVEY CONTROL
 EM0520  ___________________________________________________________________
 EM0520* NAD 83(1986)-  34 00 20.     (N)    098 51 47.     (W)     SCALED    
 EM0520* NAVD 88     -       334.841  (meters)    1098.56   (feet)  ADJUSTED  
 EM0520  ___________________________________________________________________
 EM0520  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EM0520  DYNAMIC HT  -         334.471 (meters)    1097.34  (feet)  COMP
 EM0520  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 EM0520
 EM0520  VERT ORDER  -  FIRST     CLASS II
 EM0520
 EM0520.The horizontal coordinates were scaled from a topographic map and have
 EM0520.an estimated accuracy of +/- 6 seconds.
 EM0520
 EM0520.The orthometric height was determined by differential leveling
 EM0520.and adjusted by the National Geodetic Survey in June 1991..
 EM0520
 EM0520.The geoid height was determined by GEOID03.
 EM0520
 EM0520.The dynamic height is computed by dividing the NAVD 88
 EM0520.geopotential number by the normal gravity value computed on the
 EM0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0520.degrees latitude (g = 980.6199 gals.).
 EM0520
 EM0520.The modeled gravity was interpolated from observed gravity values.
 EM0520
 EM0520;                    North         East    Units  Estimated Accuracy
 EM0520;SPC TXNC     - 2,259,430.      566,460.      MT  (+/- 180 meters Scaled)
 EM0520
 EM0520                          SUPERSEDED SURVEY CONTROL
 EM0520
 EM0520.No superseded survey control is available for this station.
 EM0520
 EM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC126627(NAD 83)
 EM0520_MARKER: I = METAL ROD
 EM0520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0520_SP_SET: STAINLESS STEEL ROD
 EM0520_STAMPING: D 1483 1984
 EM0520_MARK LOGO: NGS   
 EM0520_PROJECTION: FLUSH
 EM0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0520_ROD/PIPE-DEPTH: 5.5  meters
 EM0520
 EM0520  HISTORY     - Date     Condition        Report By
 EM0520  HISTORY     - 1984     MONUMENTED       NGS
 EM0520
 EM0520                          STATION DESCRIPTION
 EM0520
 EM0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0520'36.7 KM (22.8 MI) NW FROM WICHITA FALLS.
 EM0520'36.7 KM (22.8 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0520'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, 0.4 KM (0.25 MI)
 EM0520'SOUTHEAST OF MILEPOST 137, 51.2 METERS (168.0 FT) NORTHEAST OF THE
 EM0520'NEAR RAIL, 37.2 METERS (122.0 FT) NORTHWEST OF UTILITY POLE NUMBER 26
 EM0520'16, 19.2 METERS (63.0 FT) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 EM0520'287 BUSINESS, AND 0.7 METER (2.3 FT) SOUTHEAST OF A FENCE.
 EM0520'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EM0520'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EM0520'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0578 ***********************************************************************
 EN0578  DESIGNATION -  D 1484
 EN0578  PID         -  EN0578
 EN0578  STATE/COUNTY-  TX/CHILDRESS
 EN0578  USGS QUAD   -  CHILDRESS (1981)
 EN0578
 EN0578                         *CURRENT SURVEY CONTROL
 EN0578  ___________________________________________________________________
 EN0578* NAD 83(1986)-  34 25 16.     (N)    100 11 27.     (W)     SCALED    
 EN0578* NAVD 88     -       551.410  (meters)    1809.08   (feet)  ADJUSTED  
 EN0578  ___________________________________________________________________
 EN0578  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 EN0578  DYNAMIC HT  -         550.780 (meters)    1807.02  (feet)  COMP
 EN0578  MODELED GRAV-     979,476.6   (mgal)                       NAVD 88
 EN0578
 EN0578  VERT ORDER  -  FIRST     CLASS II
 EN0578
 EN0578.The horizontal coordinates were scaled from a topographic map and have
 EN0578.an estimated accuracy of +/- 6 seconds.
 EN0578
 EN0578.The orthometric height was determined by differential leveling
 EN0578.and adjusted by the National Geodetic Survey in June 1991..
 EN0578
 EN0578.The geoid height was determined by GEOID03.
 EN0578
 EN0578.The dynamic height is computed by dividing the NAVD 88
 EN0578.geopotential number by the normal gravity value computed on the
 EN0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0578.degrees latitude (g = 980.6199 gals.).
 EN0578
 EN0578.The modeled gravity was interpolated from observed gravity values.
 EN0578
 EN0578;                    North         East    Units  Estimated Accuracy
 EN0578;SPC TX N     - 1,047,520.      320,350.      MT  (+/- 180 meters Scaled)
 EN0578
 EN0578                          SUPERSEDED SURVEY CONTROL
 EN0578
 EN0578.No superseded survey control is available for this station.
 EN0578
 EN0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD905094(NAD 83)
 EN0578_MARKER: I = METAL ROD
 EN0578_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0578_SP_SET: STAINLESS STEEL ROD
 EN0578_STAMPING: D 1484 1984
 EN0578_MARK LOGO: NGS   
 EN0578_PROJECTION: FLUSH
 EN0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0578_ROD/PIPE-DEPTH: 6.4  meters
 EN0578
 EN0578  HISTORY     - Date     Condition        Report By
 EN0578  HISTORY     - 1984     MONUMENTED       NGS
 EN0578
 EN0578                          STATION DESCRIPTION
 EN0578
 EN0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0578'3.6 KM (2.25 MI) SE FROM CHILDRESS.
 EN0578'3.6 KM (2.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0578'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 120.5 M (395.3 FT)
 EN0578'SOUTHEAST OF THE CENTER OF FARM ROAD 2530, 100.7 M (330.4 FT)
 EN0578'NORTHWEST OF THE CENTER OF A PRIVATE DRIVE, 8.9 M (29.2 FT) SOUTHWEST
 EN0578'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, AND 0.8
 EN0578'M (2.6 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 EN0578'POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0578'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 EN0578'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2494 ***********************************************************************
 CS2494  DESIGNATION -  D 1485
 CS2494  PID         -  CS2494
 CS2494  STATE/COUNTY-  TX/TARRANT
 CS2494  USGS QUAD   -  HALTOM CITY (1981)
 CS2494
 CS2494                         *CURRENT SURVEY CONTROL
 CS2494  ___________________________________________________________________
 CS2494* NAD 83(1986)-  32 49 15.     (N)    097 21 09.     (W)     SCALED    
 CS2494* NAVD 88     -       202.535  (meters)     664.48   (feet)  ADJUSTED  
 CS2494  ___________________________________________________________________
 CS2494  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS2494  DYNAMIC HT  -         202.298 (meters)     663.71  (feet)  COMP
 CS2494  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 CS2494
 CS2494  VERT ORDER  -  FIRST     CLASS II
 CS2494
 CS2494.The horizontal coordinates were scaled from a topographic map and have
 CS2494.an estimated accuracy of +/- 6 seconds.
 CS2494
 CS2494.The orthometric height was determined by differential leveling
 CS2494.and adjusted by the National Geodetic Survey in June 1991..
 CS2494
 CS2494.The geoid height was determined by GEOID03.
 CS2494
 CS2494.The dynamic height is computed by dividing the NAVD 88
 CS2494.geopotential number by the normal gravity value computed on the
 CS2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2494.degrees latitude (g = 980.6199 gals.).
 CS2494
 CS2494.The modeled gravity was interpolated from observed gravity values.
 CS2494
 CS2494;                    North         East    Units  Estimated Accuracy
 CS2494;SPC TXNC     - 2,128,570.      707,440.      MT  (+/- 180 meters Scaled)
 CS2494
 CS2494                          SUPERSEDED SURVEY CONTROL
 CS2494
 CS2494.No superseded survey control is available for this station.
 CS2494
 CS2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB542326(NAD 83)
 CS2494_MARKER: I = METAL ROD
 CS2494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2494_SP_SET: STAINLESS STEEL ROD
 CS2494_STAMPING: D 1485 1984
 CS2494_MARK LOGO: NGS   
 CS2494_PROJECTION: FLUSH
 CS2494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2494_ROD/PIPE-DEPTH: 3.7  meters
 CS2494
 CS2494  HISTORY     - Date     Condition        Report By
 CS2494  HISTORY     - 1984     MONUMENTED       NGS
 CS2494  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS2494  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 CS2494
 CS2494                          STATION DESCRIPTION
 CS2494
 CS2494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 CS2494'4.5 KM (2.8 MI) SOUTH FROM SAGINAW.
 CS2494'4.5 KM (2.8 MI) SOUTH ALONG THE SANTA FE RAILROAD FROM ITS
 CS2494'JUNCTION WITH MC LEROY BOULEVARD IN SAGINAW, ACROSS THE HIGHWAY FROM
 CS2494'THE MAIN ENTRANCE TO MEACHAM FIELD, 17.0 METERS (55.8 FT) EAST OF THE
 CS2494'CENTERLINE OF THE NORTHWEST BOUND LANES OF U.S. HIGHWAYS 287 AND 81,
 CS2494'9.4 M (30.8 FT) WEST OF THE NEAR RAIL, AND 0.7 METER (2.3 FT) SOUTH OF
 CS2494'A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CS2494'LOGO CAP.
 CS2494'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CS2494'THE MARK IS 1.5 M BELOW THE TRACKS.
 CS2494
 CS2494                          STATION RECOVERY (1990)
 CS2494
 CS2494'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCS)
 CS2494'MARK NOT FOUND.
 CS2494
 CS2494                          STATION RECOVERY (1996)
 CS2494
 CS2494'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0938 ***********************************************************************
 DN0938  DESIGNATION -  D 1486
 DN0938  PID         -  DN0938
 DN0938  STATE/COUNTY-  TX/WISE
 DN0938  USGS QUAD   -  SMYRNA (1978)
 DN0938
 DN0938                         *CURRENT SURVEY CONTROL
 DN0938  ___________________________________________________________________
 DN0938* NAD 83(1986)-  33 23 48.     (N)    097 43 58.     (W)     SCALED    
 DN0938* NAVD 88     -       276.586  (meters)     907.43   (feet)  ADJUSTED  
 DN0938  ___________________________________________________________________
 DN0938  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DN0938  DYNAMIC HT  -         276.279 (meters)     906.43  (feet)  COMP
 DN0938  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 DN0938
 DN0938  VERT ORDER  -  FIRST     CLASS II
 DN0938
 DN0938.The horizontal coordinates were scaled from a topographic map and have
 DN0938.an estimated accuracy of +/- 6 seconds.
 DN0938
 DN0938.The orthometric height was determined by differential leveling
 DN0938.and adjusted by the National Geodetic Survey in June 1991..
 DN0938
 DN0938.The geoid height was determined by GEOID03.
 DN0938
 DN0938.The dynamic height is computed by dividing the NAVD 88
 DN0938.geopotential number by the normal gravity value computed on the
 DN0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0938.degrees latitude (g = 980.6199 gals.).
 DN0938
 DN0938.The modeled gravity was interpolated from observed gravity values.
 DN0938
 DN0938;                    North         East    Units  Estimated Accuracy
 DN0938;SPC TXNC     - 2,192,100.      671,370.      MT  (+/- 180 meters Scaled)
 DN0938
 DN0938                          SUPERSEDED SURVEY CONTROL
 DN0938
 DN0938.No superseded survey control is available for this station.
 DN0938
 DN0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB178959(NAD 83)
 DN0938_MARKER: I = METAL ROD
 DN0938_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0938+WITH SETTING: INFORMATION.
 DN0938_SP_SET: SHALLOW SET METAL ROD
 DN0938_STAMPING: D 1486 1984
 DN0938_MARK LOGO: NGS   
 DN0938_PROJECTION: FLUSH
 DN0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0938_ROD/PIPE-DEPTH: 2.4  meters
 DN0938
 DN0938  HISTORY     - Date     Condition        Report By
 DN0938  HISTORY     - 1984     MONUMENTED       NGS
 DN0938
 DN0938                          STATION DESCRIPTION
 DN0938
 DN0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0938'21.5 KM (13.35 MI) SE FROM BOWIE.
 DN0938'21.5 KM (13.35 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN
 DN0938'RAILROAD FROM THE STATION IN BOWIE, 122.0 METERS (400.3 FT) SOUTHWEST
 DN0938'OF THE NEAR RAIL, 51.5 METERS (168.0 FT) SOUTHWEST OF THE CENTERLINE
 DN0938'OF THE SOUTHEAST BOUND LANES OF U.S. HIGHWAYS 287 AND 81, 41.8 METERS
 DN0938'(137.1 FT) NORTHWEST OF THE CENTERLINE OF A PAVED ROAD, 28.0 METERS
 DN0938'(91.9 FT) NORTHEAST OF A UTILITY POLE, AND 0.5 METERS (1.6 FT) NORTH
 DN0938'OF A FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.  NOTE=ACCESS
 DN0938'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DN0938'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DN0938'THE MARK IS 2.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0548 ***********************************************************************
 EM0548  DESIGNATION -  D 1487
 EM0548  PID         -  EM0548
 EM0548  STATE/COUNTY-  TX/WILBARGER
 EM0548  USGS QUAD   -  TOLBERT (1983)
 EM0548
 EM0548                         *CURRENT SURVEY CONTROL
 EM0548  ___________________________________________________________________
 EM0548* NAD 83(1986)-  34 13 43.     (N)    099 25 38.     (W)     SCALED    
 EM0548* NAVD 88     -       405.999  (meters)    1332.02   (feet)  ADJUSTED  
 EM0548  ___________________________________________________________________
 EM0548  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0548  DYNAMIC HT  -         405.542 (meters)    1330.52  (feet)  COMP
 EM0548  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 EM0548
 EM0548  VERT ORDER  -  FIRST     CLASS II
 EM0548
 EM0548.The horizontal coordinates were scaled from a topographic map and have
 EM0548.an estimated accuracy of +/- 6 seconds.
 EM0548
 EM0548.The orthometric height was determined by differential leveling
 EM0548.and adjusted by the National Geodetic Survey in June 1991..
 EM0548
 EM0548.The geoid height was determined by GEOID03.
 EM0548
 EM0548.The dynamic height is computed by dividing the NAVD 88
 EM0548.geopotential number by the normal gravity value computed on the
 EM0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0548.degrees latitude (g = 980.6199 gals.).
 EM0548
 EM0548.The modeled gravity was interpolated from observed gravity values.
 EM0548
 EM0548;                    North         East    Units  Estimated Accuracy
 EM0548;SPC TXNC     - 2,284,490.      514,560.      MT  (+/- 180 meters Scaled)
 EM0548
 EM0548                          SUPERSEDED SURVEY CONTROL
 EM0548
 EM0548.No superseded survey control is available for this station.
 EM0548
 EM0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC606875(NAD 83)
 EM0548_MARKER: I = METAL ROD
 EM0548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0548_SP_SET: STAINLESS STEEL ROD
 EM0548_STAMPING: D 1487 1984
 EM0548_MARK LOGO: NGS   
 EM0548_PROJECTION: FLUSH
 EM0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0548_ROD/PIPE-DEPTH: 6.1  meters
 EM0548
 EM0548  HISTORY     - Date     Condition        Report By
 EM0548  HISTORY     - 1984     MONUMENTED       NGS
 EM0548
 EM0548                          STATION DESCRIPTION
 EM0548
 EM0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0548'8.7 KM (5.4 MI) SE FROM CHILLICOTHE.
 EM0548'8.7 KM (5.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 EM0548'OFFICE IN CHILLICOTHE, 59.0 METERS (193.6 FT) SOUTH OF THE CENTERLINE
 EM0548'OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 21.3 METERS (69.9 FT)
 EM0548'SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 10.8
 EM0548'METERS (35.4 FT) WEST OF THE CENTER OF A DIRT ROAD, AND 0.8 METER
 EM0548'(2.6 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 EM0548'THROUGH A 5-INCH LOGO CAP.
 EM0548'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EM0548'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1282 ***********************************************************************
 GL1282  DESIGNATION -  D 1488
 GL1282  PID         -  GL1282
 GL1282  STATE/COUNTY-  TX/DALLAM
 GL1282  USGS QUAD   -  DALHART WEST (1973)
 GL1282
 GL1282                         *CURRENT SURVEY CONTROL
 GL1282  ___________________________________________________________________
 GL1282* NAD 83(1986)-  36 03 18.     (N)    102 30 27.     (W)     SCALED    
 GL1282* NAVD 88     -      1211.398  (meters)    3974.39   (feet)  ADJUSTED  
 GL1282  ___________________________________________________________________
 GL1282  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 GL1282  DYNAMIC HT  -        1209.991 (meters)    3969.78  (feet)  COMP
 GL1282  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 GL1282
 GL1282  VERT ORDER  -  FIRST     CLASS II
 GL1282
 GL1282.The horizontal coordinates were scaled from a topographic map and have
 GL1282.an estimated accuracy of +/- 6 seconds.
 GL1282
 GL1282.The orthometric height was determined by differential leveling
 GL1282.and adjusted by the National Geodetic Survey in June 1991..
 GL1282
 GL1282.The geoid height was determined by GEOID03.
 GL1282
 GL1282.The dynamic height is computed by dividing the NAVD 88
 GL1282.geopotential number by the normal gravity value computed on the
 GL1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1282.degrees latitude (g = 980.6199 gals.).
 GL1282
 GL1282.The modeled gravity was interpolated from observed gravity values.
 GL1282
 GL1282;                    North         East    Units  Estimated Accuracy
 GL1282;SPC TX N     - 1,228,440.      109,230.      MT  (+/- 180 meters Scaled)
 GL1282
 GL1282                          SUPERSEDED SURVEY CONTROL
 GL1282
 GL1282.No superseded survey control is available for this station.
 GL1282
 GL1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV245929(NAD 83)
 GL1282_MARKER: I = METAL ROD
 GL1282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1282_SP_SET: STAINLESS STEEL ROD
 GL1282_STAMPING: D 1488 1985
 GL1282_MARK LOGO: NGS   
 GL1282_PROJECTION: FLUSH
 GL1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1282+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL1282_ROD/PIPE-DEPTH: 12.9 meters
 GL1282
 GL1282  HISTORY     - Date     Condition        Report By
 GL1282  HISTORY     - 1985     MONUMENTED       NGS
 GL1282  HISTORY     - 20040805 GOOD             USPSQD
 GL1282
 GL1282                          STATION DESCRIPTION
 GL1282
 GL1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1282'1.7 KM (1.05 MI) SOUTH FROM DALHART.
 GL1282'1.7 KM (1.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1282'WITH U.S. HIGHWAY 54 IN DALHART, 14.6 M (47.9 FT) NORTHEAST OF THE
 GL1282'NEAR RAIL, 11.5 M (37.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 GL1282'SOUTHEAST BOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) NORTHWEST OF THE
 GL1282'DALLAM AND HARTLEY COUNTY LINE MARKER POST, AND 1.3 M (4.3 FT)
 GL1282'SOUTHEAST OF A UTILITY POLE. NOTE--ACCESS TO DATUM POINT IS HAD
 GL1282'THROUGH A 5-INCH LOGO CAP.
 GL1282'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 GL1282'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 GL1282
 GL1282                          STATION RECOVERY (2004)
 GL1282
 GL1282'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1282'FOUND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0581 ***********************************************************************
 EO0581  DESIGNATION -  D 1489
 EO0581  PID         -  EO0581
 EO0581  STATE/COUNTY-  TX/DEAF SMITH
 EO0581  USGS QUAD   -  HEREFORD NE (1971)
 EO0581
 EO0581                         *CURRENT SURVEY CONTROL
 EO0581  ___________________________________________________________________
 EO0581* NAD 83(1986)-  34 52 53.     (N)    102 15 28.     (W)     SCALED    
 EO0581* NAVD 88     -      1146.754  (meters)    3762.31   (feet)  ADJUSTED  
 EO0581  ___________________________________________________________________
 EO0581  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 EO0581  DYNAMIC HT  -        1145.319 (meters)    3757.60  (feet)  COMP
 EO0581  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 EO0581
 EO0581  VERT ORDER  -  FIRST     CLASS II
 EO0581
 EO0581.The horizontal coordinates were scaled from a topographic map and have
 EO0581.an estimated accuracy of +/- 6 seconds.
 EO0581
 EO0581.The orthometric height was determined by differential leveling
 EO0581.and adjusted by the National Geodetic Survey in June 1991..
 EO0581
 EO0581.The geoid height was determined by GEOID03.
 EO0581
 EO0581.The dynamic height is computed by dividing the NAVD 88
 EO0581.geopotential number by the normal gravity value computed on the
 EO0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0581.degrees latitude (g = 980.6199 gals.).
 EO0581
 EO0581.The modeled gravity was interpolated from observed gravity values.
 EO0581
 EO0581;                    North         East    Units  Estimated Accuracy
 EO0581;SPC TX N     - 1,098,050.      130,730.      MT  (+/- 180 meters Scaled)
 EO0581
 EO0581                          SUPERSEDED SURVEY CONTROL
 EO0581
 EO0581.No superseded survey control is available for this station.
 EO0581
 EO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU506633(NAD 83)
 EO0581_MARKER: I = METAL ROD
 EO0581_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EO0581_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EO0581_STAMPING: D 1489 1984
 EO0581_MARK LOGO: NGS   
 EO0581_PROJECTION: FLUSH
 EO0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0581+STABILITY: POSITION/ELEVATION WELL
 EO0581_ROD/PIPE-DEPTH: 10.1 meters
 EO0581_SLEEVE-DEPTH  : 9.1 meters
 EO0581
 EO0581  HISTORY     - Date     Condition        Report By
 EO0581  HISTORY     - 1984     MONUMENTED       NGS
 EO0581  HISTORY     - 20051023 GOOD             GEOCAC
 EO0581
 EO0581                          STATION DESCRIPTION
 EO0581
 EO0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EO0581'14.7 KM (9.15 MI) NE FROM HEREFORD.
 EO0581'14.7 KM (9.15 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA
 EO0581'FE RAILROAD FROM THE STATION IN HEREFORD.  29.0 M (95.1 FT) SOUTHEAST
 EO0581'OF THE NEAR RAIL, 18.0 M (59.1 FT) NORTHEAST OF THE CENTER OF A GATE
 EO0581'AND TRACK ROAD LEADING SOUTH, AND 5.7 M (18.7 FT) SOUTH OF A UTILITY
 EO0581'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0581'THE MARK IS 0.8 METERS  NW FROM  A WITNESS POST AND FENCE
 EO0581'THE MARK IS 1.0 M BELOW THE TRACKS.
 EO0581
 EO0581                          STATION RECOVERY (2005)
 EO0581
 EO0581'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2145 ***********************************************************************
 BY2145  DESIGNATION -  D 149
 BY2145  PID         -  BY2145
 BY2145  STATE/COUNTY-  TX/ANDERSON
 BY2145  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2145
 BY2145                         *CURRENT SURVEY CONTROL
 BY2145  ___________________________________________________________________
 BY2145* NAD 83(1986)-  31 50 23.     (N)    095 42 20.     (W)     SCALED    
 BY2145* NAVD 88     -       108.979  (meters)     357.54   (feet)  ADJUSTED  
 BY2145  ___________________________________________________________________
 BY2145  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BY2145  DYNAMIC HT  -         108.846 (meters)     357.11  (feet)  COMP
 BY2145  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 BY2145
 BY2145  VERT ORDER  -  SECOND    CLASS 0
 BY2145
 BY2145.The horizontal coordinates were scaled from a topographic map and have
 BY2145.an estimated accuracy of +/- 6 seconds.
 BY2145
 BY2145.The orthometric height was determined by differential leveling
 BY2145.and adjusted by the National Geodetic Survey in June 1991..
 BY2145
 BY2145.The geoid height was determined by GEOID03.
 BY2145
 BY2145.The dynamic height is computed by dividing the NAVD 88
 BY2145.geopotential number by the normal gravity value computed on the
 BY2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2145.degrees latitude (g = 980.6199 gals.).
 BY2145
 BY2145.The modeled gravity was interpolated from observed gravity values.
 BY2145
 BY2145;                    North         East    Units  Estimated Accuracy
 BY2145;SPC TX C     - 3,250,020.    1,137,920.      MT  (+/- 180 meters Scaled)
 BY2145
 BY2145                          SUPERSEDED SURVEY CONTROL
 BY2145
 BY2145  NGVD 29 (??/??/92)  108.960  (m)          357.48   (f) ADJ UNCH    2 0
 BY2145
 BY2145.Superseded values are not recommended for survey control.
 BY2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2145.See file dsdata.txt to determine how the superseded data were derived.
 BY2145
 BY2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR439258(NAD 83)
 BY2145_MARKER: DB = BENCH MARK DISK
 BY2145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2145_SP_SET: ABUTMENT
 BY2145_STAMPING: D 149 1939
 BY2145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2145
 BY2145  HISTORY     - Date     Condition        Report By
 BY2145  HISTORY     - 1939     MONUMENTED       CGS
 BY2145  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2145
 BY2145                          STATION DESCRIPTION
 BY2145
 BY2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 BY2145'7.7 MI NW FROM PALESTINE.
 BY2145'7.7 MILES NORTHWEST OF POST OFFICE BY HIGHWAY.  ON STATE HIGHWAY NO.
 BY2145'19.  ON TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 BY2145'A CONCRETE HIGHWAY BRIDGE.  12.0 FT. NORTHEAST OF THE CENTERLINE OF
 BY2145'HIGHWAY NO. 19.  6 INCHES ABOVE THE SURFACE OF HIGHWAY.
 BY2145
 BY2145                          STATION RECOVERY (1977)
 BY2145
 BY2145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0625 ***********************************************************************
 EN0625  FBN         -  This is a Federal Base Network Control Station.
 EN0625  SACS        -  This is a Secondary Airport Control Station.
 EN0625  DESIGNATION -  D 1490
 EN0625  PID         -  EN0625
 EN0625  STATE/COUNTY-  TX/DONLEY
 EN0625  USGS QUAD   -  LELIA LAKE (1982)
 EN0625
 EN0625                         *CURRENT SURVEY CONTROL
 EN0625  ___________________________________________________________________
 EN0625* NAD 83(1993)-  34 55 47.34890(N)    100 52 10.57647(W)     ADJUSTED  
 EN0625* NAVD 88     -       834.933  (meters)    2739.28   (feet)  ADJUSTED  
 EN0625  ___________________________________________________________________
 EN0625  X           -    -987,291.352 (meters)                     COMP
 EN0625  Y           -  -5,141,619.439 (meters)                     COMP
 EN0625  Z           -   3,631,948.926 (meters)                     COMP
 EN0625  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 EN0625  ELLIP HEIGHT-         807.85  (meters)          (05/01/00) GPS OBS
 EN0625  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EN0625  DYNAMIC HT  -         833.966 (meters)    2736.10  (feet)  COMP
 EN0625  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 EN0625
 EN0625  HORZ ORDER  -  B
 EN0625  VERT ORDER  -  FIRST     CLASS II
 EN0625  ELLP ORDER  -  THIRD     CLASS I
 EN0625
 EN0625.This mark is at Clarendon Muni (E34) Airport (E34)
 EN0625
 EN0625.The horizontal coordinates were established by GPS observations
 EN0625.and adjusted by the National Geodetic Survey in May 1994..
 EN0625
 EN0625.The orthometric height was determined by differential leveling
 EN0625.and adjusted by the National Geodetic Survey in June 1991..
 EN0625
 EN0625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EN0625
 EN0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0625
 EN0625.The ellipsoidal height was determined by GPS observations
 EN0625.and is referenced to NAD 83.
 EN0625
 EN0625.The geoid height was determined by GEOID03.
 EN0625
 EN0625.The dynamic height is computed by dividing the NAVD 88
 EN0625.geopotential number by the normal gravity value computed on the
 EN0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0625.degrees latitude (g = 980.6199 gals.).
 EN0625
 EN0625.The modeled gravity was interpolated from observed gravity values.
 EN0625
 EN0625;                    North         East     Units Scale Factor Converg.
 EN0625;SPC TX N     - 1,103,335.286   257,593.289   MT  0.99994692   +0 21 55.2
 EN0625;SPC TX N     - 3,619,859.18    845,120.65   sFT  0.99994692   +0 21 55.2
 EN0625;UTM  14      - 3,866,855.854   329,239.430   MT  0.99995939   -1 04 14.7
 EN0625
 EN0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0625!SPC TX N     -   0.99987321  x   0.99994692  =   0.99982014
 EN0625!UTM  14      -   0.99987321  x   0.99995939  =   0.99983260
 EN0625
 EN0625                          SUPERSEDED SURVEY CONTROL
 EN0625
 EN0625  ELLIP H (05/09/94)  807.81   (m)                       GP(       ) 4 2
 EN0625  ELLIP H (12/21/93)  807.10   (m)                       GP(       ) 4 1
 EN0625  NAD 83(1986)-  34 55 47.35282(N)    100 52 10.56411(W) AD(       ) 3
 EN0625  NAD 27      -  34 55 47.15318(N)    100 52 09.05837(W) AD(       ) 3
 EN0625  NAVD 88 (07/24/98)  834.93   (m)         2739.3    (f) LEVELING    3  
 EN0625  NAVD 88 (05/09/94)  834.93   (m)         2739.3    (f) LEVELING    3  
 EN0625  NGVD 29 (12/08/88)  834.52   (m)         2737.9    (f) LEVELING    3  
 EN0625
 EN0625.Superseded values are not recommended for survey control.
 EN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0625.See file dsdata.txt to determine how the superseded data were derived.
 EN0625
 EN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2923966856(NAD 83)
 EN0625_MARKER: I = METAL ROD
 EN0625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0625_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EN0625_STAMPING: D 1490 1984
 EN0625_MARK LOGO: NGS   
 EN0625_PROJECTION: FLUSH
 EN0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0625+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0625_ROD/PIPE-DEPTH: 9.5  meters
 EN0625
 EN0625  HISTORY     - Date     Condition        Report By
 EN0625  HISTORY     - 1984     MONUMENTED       NGS
 EN0625  HISTORY     - 1988     GOOD             NGS
 EN0625  HISTORY     - 19930224 GOOD             NGS
 EN0625  HISTORY     - 19970318 GOOD             NGS
 EN0625  HISTORY     - 19980122 GOOD             NGS
 EN0625  HISTORY     - 19991206 GOOD             NGS
 EN0625  HISTORY     - 20050804 GOOD             USPSQD
 EN0625
 EN0625                          STATION DESCRIPTION
 EN0625
 EN0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0625'3.1 KM (1.95 MI) SE FROM CLARENDON.
 EN0625'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EN0625'3.1 KM (1.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0625'JUNCTION WITH STATE HIGHWAY 70 AT THE WEST EDGE OF CLARENDON, 17.1 M
 EN0625'(56.1 FT) NORTHWEST OF A UTILITY POLE WITH A GUY WIRE, 15.1 M
 EN0625'(49.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 EN0625'THE HIGHWAY, AND 1.7 M (5.6 FT) SOUTHEAST OF A FENCE CORNER.
 EN0625'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0625'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EN0625
 EN0625                          STATION RECOVERY (1988)
 EN0625
 EN0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EN0625'THE STATION IS LOCATED ABOUT 1.4 KM (0.9 MI)
 EN0625'SOUTHEAST OF CLARENDON ALONG HIGHWAY RIGHT-OF-WAY OF US HIGHWAY 287
 EN0625'AT THE SOUTHWEST CORNER OF A PASTURE.
 EN0625'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, PO BOX 2708, AMARILLO TX
 EN0625'79105, PHONE 806-355-5671.
 EN0625'
 EN0625'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 287 AND STATE
 EN0625'HIGHWAY 70 SOUTH ON THE EAST SIDE OF CLARENDON, GO SOUTHEAST ON US
 EN0625'HIGHWAY 287 FOR 1.0 KM (0.6 MI) TO THE CLARENDON COTTON GIN ON THE
 EN0625'RIGHT.  CONTINUE AHEAD ON US HIGHWAY 287 FOR 0.2 KM (0.1 MI) TO THE
 EN0625'STATION ON THE LEFT ON THE NORTH SIDE OF THE WESTBOUND LANES OF US
 EN0625'HIGHWAY 287.
 EN0625'
 EN0625'THE STATION IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A
 EN0625'NGS DATUM POINT WITH A LOGO CAP STAMPED---D 1490 1984---, THE ROD
 EN0625'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 17.2 METERS (56.4
 EN0625'FT) NORTHWEST OF A UTILITY POLE WITH GUY WIRE, 15.0 METERS (49.2
 EN0625'FT) NORTHEAST OF THE CENTER OF THE WESTBOUND LANES OF US HIGHWAY
 EN0625'287, 1.5 METERS (4.9 FT) SOUTHEAST OF A FENCE CORNER WITH BURIED
 EN0625'CABLE SIGN AND 0.3 METER (1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 EN0625'POST IN FENCELINE.
 EN0625'
 EN0625'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EN0625'
 EN0625'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EN0625'
 EN0625'DESCRIBED BY D.A. BOWLING.
 EN0625
 EN0625                          STATION RECOVERY (1993)
 EN0625
 EN0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EN0625'STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF CLARENDON, ALONG
 EN0625'U.S. HIGHWAY 287, ON THE RIGHT-OF-WAY, AT THE SOUTHWEST CORNER OF A
 EN0625'PASTURE, ADJACENT TO A FIRST BAPTIST CHURCH SIGN IN THE PASTURE.
 EN0625'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 EN0625'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY 70
 EN0625'SOUTH ON THE EAST SIDE OF CLARENDON, GO SOUTHEAST ON HIGHWAY 287 FOR
 EN0625'0.93 KM (0.55 MI) TO THE CLARENDON GIN ON THE RIGHT.  CONTINUE AHEAD
 EN0625'FOR 0.25 KM (0.15 MI) TO THE STATION ON THE LEFT.  CONTINUE AHEAD TO
 EN0625'A CROSSOVER, THEN RETURN TO THE STATION.
 EN0625'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 EN0625'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 3 CM BELOW GROUND.  IT
 EN0625'IS 15.0 M (49.2 FT) NORTHEAST OF AND SLIGHTLY LOWER THAN THE CENTER
 EN0625'OF THE WESTBOUND LANES, 0.3 M (1.0 FT) SOUTHWEST OF A FIBERGLASS
 EN0625'WITNESS POST IN THE FENCELINE, 1.5 M (4.9 FT) SOUTHEAST OF A FENCE
 EN0625'CORNER AND 17.1 M (56.1 FT) NORTHWEST OF A UTILITY POLE WITH
 EN0625'TRANSFORMER.
 EN0625
 EN0625                          STATION RECOVERY (1997)
 EN0625
 EN0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 EN0625'RECOVERED AS DESCRIBED.
 EN0625
 EN0625                          STATION RECOVERY (1998)
 EN0625
 EN0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 EN0625'RECOVERED AS DESCRIBED WITH 2 NOTES.  BY R.G. HAYES  NOTE--THE DATUM
 EN0625'POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD
 EN0625'RECESSED ABOUT 10-CM BELOW THE GROUND SURFACE AND DRIVEN TO A DEPTH OF
 EN0625'9.5 M, (31.2 FT) ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP,
 EN0625'SURROUNDED BY CONCRETE AND RECESSED ABOUT 5-CM BELOW THE GROUND
 EN0625'SURFACE.  NOTE--THE PREVIOUS DESCRIPTIONS STATE 59-STAINLESS STEEL ROD
 EN0625'IN SLEEVE, THIS IS INCORRECT.
 EN0625
 EN0625                          STATION RECOVERY (1999)
 EN0625
 EN0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 EN0625'RECOVERED AS DESCRIBED.
 EN0625
 EN0625                          STATION RECOVERY (2005)
 EN0625
 EN0625'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0625'MARK HAS HAD THE DIRT DUG AWAY FROM AROUND IT.  IT IS STICKING UP
 EN0625'ABOUT 6-8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0585 ***********************************************************************
 EO0585  DESIGNATION -  D 1491
 EO0585  PID         -  EO0585
 EO0585  STATE/COUNTY-  TX/PARMER
 EO0585  USGS QUAD   -  FRIONA (1980)
 EO0585
 EO0585                         *CURRENT SURVEY CONTROL
 EO0585  ___________________________________________________________________
 EO0585* NAD 83(1986)-  34 39 27.     (N)    102 39 26.     (W)     SCALED    
 EO0585* NAVD 88     -      1221.052  (meters)    4006.07   (feet)  ADJUSTED  
 EO0585  ___________________________________________________________________
 EO0585  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 EO0585  DYNAMIC HT  -        1219.482 (meters)    4000.92  (feet)  COMP
 EO0585  MODELED GRAV-     979,307.1   (mgal)                       NAVD 88
 EO0585
 EO0585  VERT ORDER  -  FIRST     CLASS II
 EO0585
 EO0585.The horizontal coordinates were scaled from a topographic map and have
 EO0585.an estimated accuracy of +/- 6 seconds.
 EO0585
 EO0585.The orthometric height was determined by differential leveling
 EO0585.and adjusted by the National Geodetic Survey in June 1991..
 EO0585
 EO0585.The geoid height was determined by GEOID03.
 EO0585
 EO0585.The dynamic height is computed by dividing the NAVD 88
 EO0585.geopotential number by the normal gravity value computed on the
 EO0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0585.degrees latitude (g = 980.6199 gals.).
 EO0585
 EO0585.The modeled gravity was interpolated from observed gravity values.
 EO0585
 EO0585;                    North         East    Units  Estimated Accuracy
 EO0585;SPC TX N     - 1,073,560.       93,920.      MT  (+/- 180 meters Scaled)
 EO0585
 EO0585                          SUPERSEDED SURVEY CONTROL
 EO0585
 EO0585.No superseded survey control is available for this station.
 EO0585
 EO0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU146375(NAD 83)
 EO0585_MARKER: I = METAL ROD
 EO0585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0585_SP_SET: STAINLESS STEEL ROD
 EO0585_STAMPING: D 1491 1984
 EO0585_MARK LOGO: NGS   
 EO0585_PROJECTION: FLUSH
 EO0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0585_ROD/PIPE-DEPTH: 6.7  meters
 EO0585
 EO0585  HISTORY     - Date     Condition        Report By
 EO0585  HISTORY     - 1984     MONUMENTED       NGS
 EO0585
 EO0585                          STATION DESCRIPTION
 EO0585
 EO0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EO0585'6.1 KM (3.8 MI) NE FROM FRIONA.
 EO0585'6.1 KM (3.8 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0585'RAILROAD FROM THE STATION IN FRIONA.  0.4 KM (0.25 MI) NORTHEAST OF A
 EO0585'DIRT ROAD LEADING SOUTHEAST, 60.0 M (196.8 FT) NORTHEAST OF MILEPOST
 EO0585'618, 21.4 M (70.2 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 60,
 EO0585'8.6 M (28.2 FT) NORTHWEST OF THE NEAR RAIL, AND 1.4 M (4.6 FT)
 EO0585'SOUTHWEST OF A UTILITY POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE DATUM
 EO0585'POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0585'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0585'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1584 ***********************************************************************
 FL1584  DESIGNATION -  D 1492
 FL1584  PID         -  FL1584
 FL1584  STATE/COUNTY-  TX/POTTER
 FL1584  USGS QUAD   -  AMARILLO EAST (1973)
 FL1584
 FL1584                         *CURRENT SURVEY CONTROL
 FL1584  ___________________________________________________________________
 FL1584* NAD 83(1986)-  35 11 33.     (N)    101 47 13.     (W)     SCALED    
 FL1584* NAVD 88     -      1110.939  (meters)    3644.81   (feet)  ADJUSTED  
 FL1584  ___________________________________________________________________
 FL1584  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FL1584  DYNAMIC HT  -        1109.620 (meters)    3640.48  (feet)  COMP
 FL1584  MODELED GRAV-     979,408.0   (mgal)                       NAVD 88
 FL1584
 FL1584  VERT ORDER  -  FIRST     CLASS II
 FL1584
 FL1584.The horizontal coordinates were scaled from a topographic map and have
 FL1584.an estimated accuracy of +/- 6 seconds.
 FL1584
 FL1584.The orthometric height was determined by differential leveling
 FL1584.and adjusted by the National Geodetic Survey in June 1991..
 FL1584
 FL1584.The geoid height was determined by GEOID03.
 FL1584
 FL1584.The dynamic height is computed by dividing the NAVD 88
 FL1584.geopotential number by the normal gravity value computed on the
 FL1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1584.degrees latitude (g = 980.6199 gals.).
 FL1584
 FL1584.The modeled gravity was interpolated from observed gravity values.
 FL1584
 FL1584;                    North         East    Units  Estimated Accuracy
 FL1584;SPC TX N     - 1,132,330.      173,870.      MT  (+/- 180 meters Scaled)
 FL1584
 FL1584                          SUPERSEDED SURVEY CONTROL
 FL1584
 FL1584.No superseded survey control is available for this station.
 FL1584
 FL1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD462979(NAD 83)
 FL1584_MARKER: DB = BENCH MARK DISK
 FL1584_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1584_SP_SET: PIER
 FL1584_STAMPING: D 1492 1984
 FL1584_MARK LOGO: NGS   
 FL1584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1584+STABILITY: POSITION/ELEVATION WELL
 FL1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1584+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL1584
 FL1584  HISTORY     - Date     Condition        Report By
 FL1584  HISTORY     - 1984     MONUMENTED       NGS
 FL1584  HISTORY     - 20040804 GOOD             USPSQD
 FL1584  HISTORY     - 20050805 GOOD             USPSQD
 FL1584
 FL1584                          STATION DESCRIPTION
 FL1584
 FL1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1584'IN AMARILLO.
 FL1584'IN AMARILLO, AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND SOUTH
 FL1584'BOLTON STREET, SET VERTICALLY IN THE NORTH FACE OF THE MOST SOUTHERLY
 FL1584'1 OF 10 COLUMNS OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF THE
 FL1584'EAST BOUND HIGHWAY BRIDGE OVERPASS OF THE STREET, 6.7 M (22.0 FT)
 FL1584'SOUTH OF THE CENTER OF THE EAST BOUND LANES OF THE HIGHWAY, AND 5.6
 FL1584'(18.4 FT) WEST OF THE CENTERLINE OF THE SOUTH BONND LANES OF THE
 FL1584'STREET.
 FL1584'THE MARK IS 1.4 M ABOVE THE STREET.
 FL1584
 FL1584                          STATION RECOVERY (2004)
 FL1584
 FL1584'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1584'RECOVERED IN GOOD CONDITION.
 FL1584
 FL1584                          STATION RECOVERY (2005)
 FL1584
 FL1584'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1584'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0808 ***********************************************************************
 FM0808  DESIGNATION -  D 1493
 FM0808  PID         -  FM0808
 FM0808  STATE/COUNTY-  TX/POTTER
 FM0808  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0808
 FM0808                         *CURRENT SURVEY CONTROL
 FM0808  ___________________________________________________________________
 FM0808* NAD 83(1986)-  35 19 27.     (N)    102 04 47.     (W)     SCALED    
 FM0808* NAVD 88     -      1041.693  (meters)    3417.62   (feet)  ADJUSTED  
 FM0808  ___________________________________________________________________
 FM0808  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 FM0808  DYNAMIC HT  -        1040.462 (meters)    3413.58  (feet)  COMP
 FM0808  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 FM0808
 FM0808  VERT ORDER  -  FIRST     CLASS II
 FM0808
 FM0808.The horizontal coordinates were scaled from a topographic map and have
 FM0808.an estimated accuracy of +/- 6 seconds.
 FM0808
 FM0808.The orthometric height was determined by differential leveling
 FM0808.and adjusted by the National Geodetic Survey in June 1991..
 FM0808
 FM0808.The geoid height was determined by GEOID03.
 FM0808
 FM0808.The dynamic height is computed by dividing the NAVD 88
 FM0808.geopotential number by the normal gravity value computed on the
 FM0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0808.degrees latitude (g = 980.6199 gals.).
 FM0808
 FM0808.The modeled gravity was interpolated from observed gravity values.
 FM0808
 FM0808;                    North         East    Units  Estimated Accuracy
 FM0808;SPC TX N     - 1,147,050.      147,290.      MT  (+/- 180 meters Scaled)
 FM0808
 FM0808                          SUPERSEDED SURVEY CONTROL
 FM0808
 FM0808.No superseded survey control is available for this station.
 FM0808
 FM0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV654129(NAD 83)
 FM0808_MARKER: I = METAL ROD
 FM0808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0808_SP_SET: STAINLESS STEEL ROD
 FM0808_STAMPING: D 1493 1985
 FM0808_MARK LOGO: NGS   
 FM0808_PROJECTION: FLUSH
 FM0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0808_ROD/PIPE-DEPTH: 3.4  meters
 FM0808
 FM0808  HISTORY     - Date     Condition        Report By
 FM0808  HISTORY     - 1985     MONUMENTED       NGS
 FM0808
 FM0808                          STATION DESCRIPTION
 FM0808
 FM0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0808'22.4 KM (13.9 MI) NW FROM AMARILLO.
 FM0808'22.4 KM (13.9 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0808'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 1.2 KM (0.75 MI) SOUTH OF A
 FM0808'SMALL BRIDGE OVER TECOVAS CREEK, 14.9 M (48.9 FT) EAST OF THE
 FM0808'CENTERLINE OF THE ROAD, AND 6.6 M (21.7 FT) NORTH OF THE CENTER OF A
 FM0808'CATTLE GUARD AND FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 FM0808'THROUGH A 5-INCH LOGO CAP.
 FM0808'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FM0808'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1556 ***********************************************************************
 FL1556  DESIGNATION -  D 1494
 FL1556  PID         -  FL1556
 FL1556  STATE/COUNTY-  TX/POTTER
 FL1556  USGS QUAD   -  CLIFFSIDE (1973)
 FL1556
 FL1556                         *CURRENT SURVEY CONTROL
 FL1556  ___________________________________________________________________
 FL1556* NAD 83(1986)-  35 15 23.     (N)    101 56 45.     (W)     SCALED    
 FL1556* NAVD 88     -      1054.383  (meters)    3459.25   (feet)  ADJUSTED  
 FL1556  ___________________________________________________________________
 FL1556  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FL1556  DYNAMIC HT  -        1053.134 (meters)    3455.16  (feet)  COMP
 FL1556  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 FL1556
 FL1556  VERT ORDER  -  FIRST     CLASS II
 FL1556
 FL1556.The horizontal coordinates were scaled from a topographic map and have
 FL1556.an estimated accuracy of +/- 6 seconds.
 FL1556
 FL1556.The orthometric height was determined by differential leveling
 FL1556.and adjusted by the National Geodetic Survey in June 1991..
 FL1556
 FL1556.The geoid height was determined by GEOID03.
 FL1556
 FL1556.The dynamic height is computed by dividing the NAVD 88
 FL1556.geopotential number by the normal gravity value computed on the
 FL1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1556.degrees latitude (g = 980.6199 gals.).
 FL1556
 FL1556.The modeled gravity was interpolated from observed gravity values.
 FL1556
 FL1556;                    North         East    Units  Estimated Accuracy
 FL1556;SPC TX N     - 1,139,470.      159,430.      MT  (+/- 180 meters Scaled)
 FL1556
 FL1556                          SUPERSEDED SURVEY CONTROL
 FL1556
 FL1556.No superseded survey control is available for this station.
 FL1556
 FL1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE319054(NAD 83)
 FL1556_MARKER: I = METAL ROD
 FL1556_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1556_SP_SET: STAINLESS STEEL ROD
 FL1556_STAMPING: D 1494 1985
 FL1556_MARK LOGO: NGS   
 FL1556_PROJECTION: FLUSH
 FL1556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1556_ROD/PIPE-DEPTH: 3.4  meters
 FL1556
 FL1556  HISTORY     - Date     Condition        Report By
 FL1556  HISTORY     - 1985     MONUMENTED       NGS
 FL1556
 FL1556                          STATION DESCRIPTION
 FL1556
 FL1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1556'6.2 KM (3.85 MI) NW FROM AMARILLO.
 FL1556'6.2 KM (3.85 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION
 FL1556'WITH U.S. HIGHWAY 66 IN AMARILLO, 17.7 M (58.1 FT) SOUTH OF THE
 FL1556'CENTERLINE OF THE ROAD, 9.4 M (30.8 FT) WEST OF THE CENTER OF A GATE
 FL1556'AND FIELD ENTRANCE, AND 0.6 M (2.0 FT) WEST OF A UTILITY POLE WITH A
 FL1556'GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 FL1556'CAP.
 FL1556'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 FL1556'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1278 ***********************************************************************
 GL1278  DESIGNATION -  D 1495
 GL1278  PID         -  GL1278
 GL1278  STATE/COUNTY-  TX/HARTLEY
 GL1278  USGS QUAD   -  DALHART EAST (1973)
 GL1278
 GL1278                         *CURRENT SURVEY CONTROL
 GL1278  ___________________________________________________________________
 GL1278* NAD 83(1986)-  36 00 26.     (N)    102 28 05.     (W)     SCALED    
 GL1278* NAVD 88     -      1207.109  (meters)    3960.32   (feet)  ADJUSTED  
 GL1278  ___________________________________________________________________
 GL1278  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 GL1278  DYNAMIC HT  -        1205.701 (meters)    3955.70  (feet)  COMP
 GL1278  MODELED GRAV-     979,424.9   (mgal)                       NAVD 88
 GL1278
 GL1278  VERT ORDER  -  FIRST     CLASS II
 GL1278
 GL1278.The horizontal coordinates were scaled from a topographic map and have
 GL1278.an estimated accuracy of +/- 6 seconds.
 GL1278
 GL1278.The orthometric height was determined by differential leveling
 GL1278.and adjusted by the National Geodetic Survey in June 1991..
 GL1278
 GL1278.The geoid height was determined by GEOID03.
 GL1278
 GL1278.The dynamic height is computed by dividing the NAVD 88
 GL1278.geopotential number by the normal gravity value computed on the
 GL1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1278.degrees latitude (g = 980.6199 gals.).
 GL1278
 GL1278.The modeled gravity was interpolated from observed gravity values.
 GL1278
 GL1278;                    North         East    Units  Estimated Accuracy
 GL1278;SPC TX N     - 1,223,110.      112,730.      MT  (+/- 180 meters Scaled)
 GL1278
 GL1278                          SUPERSEDED SURVEY CONTROL
 GL1278
 GL1278.No superseded survey control is available for this station.
 GL1278
 GL1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV282877(NAD 83)
 GL1278_MARKER: I = METAL ROD
 GL1278_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GL1278_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GL1278_STAMPING: D 1495 1985
 GL1278_MARK LOGO: NGS   
 GL1278_PROJECTION: FLUSH
 GL1278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1278+STABILITY: POSITION/ELEVATION WELL
 GL1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1278+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL1278_ROD/PIPE-DEPTH: 11.3 meters
 GL1278_SLEEVE-DEPTH  : 9.1 meters
 GL1278
 GL1278  HISTORY     - Date     Condition        Report By
 GL1278  HISTORY     - 1985     MONUMENTED       NGS
 GL1278  HISTORY     - 20040805 GOOD             USPSQD
 GL1278
 GL1278                          STATION DESCRIPTION
 GL1278
 GL1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1278'8.2 KM (5.1 MI) SOUTH FROM DALHART.
 GL1278'8.2 KM (5.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1278'WITH U.S. HIGHWAY 54 IN DALHART, 41.0 M (134.5 FT) SOUTHWEST OF THE
 GL1278'CENTERLINE OF THE HIGHWAY, 32.3 M (106.0 FT) SOUTHEAST OF THE CENTER
 GL1278'OF A ROAD LEADING EAST, 10.1 M (33.1 FT) SOUTHWEST OF THE NEAR RAIL,
 GL1278'3.9 M (12.8 FT) NORTHEAST OF FENCE, AND 1.6 M (5.2 FT) SOUTHEAST OF A
 GL1278'UTILITY POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 GL1278'CAP.
 GL1278'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 GL1278'THE MARK IS 0.4 M BELOW THE TRACKS.
 GL1278
 GL1278                          STATION RECOVERY (2004)
 GL1278
 GL1278'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1278'FOUND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2528 ***********************************************************************
 CS2528  DESIGNATION -  D 1496
 CS2528  PID         -  CS2528
 CS2528  STATE/COUNTY-  TX/DALLAS
 CS2528  USGS QUAD   -  GARLAND (1973)
 CS2528
 CS2528                         *CURRENT SURVEY CONTROL
 CS2528  ___________________________________________________________________
 CS2528* NAD 83(1986)-  32 52 42.     (N)    096 43 45.     (W)     SCALED    
 CS2528* NAVD 88     -       164.107  (meters)     538.41   (feet)  ADJUSTED  
 CS2528  ___________________________________________________________________
 CS2528  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CS2528  DYNAMIC HT  -         163.923 (meters)     537.80  (feet)  COMP
 CS2528  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 CS2528
 CS2528  VERT ORDER  -  FIRST     CLASS II
 CS2528
 CS2528.The horizontal coordinates were scaled from a topographic map and have
 CS2528.an estimated accuracy of +/- 6 seconds.
 CS2528
 CS2528.The orthometric height was determined by differential leveling
 CS2528.and adjusted by the National Geodetic Survey in June 1991..
 CS2528
 CS2528.The geoid height was determined by GEOID03.
 CS2528
 CS2528.The dynamic height is computed by dividing the NAVD 88
 CS2528.geopotential number by the normal gravity value computed on the
 CS2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2528.degrees latitude (g = 980.6199 gals.).
 CS2528
 CS2528.The modeled gravity was interpolated from observed gravity values.
 CS2528
 CS2528;                    North         East    Units  Estimated Accuracy
 CS2528;SPC TXNC     - 2,135,760.      765,690.      MT  (+/- 180 meters Scaled)
 CS2528
 CS2528                          SUPERSEDED SURVEY CONTROL
 CS2528
 CS2528.No superseded survey control is available for this station.
 CS2528
 CS2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB124400(NAD 83)
 CS2528_MARKER: I = METAL ROD
 CS2528_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2528+WITH SETTING: INFORMATION.
 CS2528_SP_SET: SHALLOW-SET METAL ROD
 CS2528_STAMPING: D 1496 1986
 CS2528_MARK LOGO: NGS   
 CS2528_PROJECTION: FLUSH
 CS2528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2528_ROD/PIPE-DEPTH: 2.8  meters
 CS2528
 CS2528  HISTORY     - Date     Condition        Report By
 CS2528  HISTORY     - 1986     MONUMENTED       NGS
 CS2528  HISTORY     - 19991120 GOOD             USPSQD
 CS2528
 CS2528                          STATION DESCRIPTION
 CS2528
 CS2528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2528'IN DALLAS.
 CS2528'IN DALLAS, AT THE INTERSECTION OF WHITE ROCK TRAIL AND KINGSLEY ROAD,
 CS2528'26.4 M (86.6 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 CS2528'THE ROAD, 8.9 M (29.2 FT) EAST OF THE CENTER OF THE TRAIL, 7.0 M (23.0
 CS2528'FT) NORTH OF UTILITY POLE NUMBER 9627, 3.8 M (12.5 FT) SOUTH OF A
 CS2528'UTILITY POLE, AND 0.9 M (3.0 FT) SOUTH OF THE NORTH END OF A BRICK
 CS2528'WALL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2528'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CS2528'THE MARK IS 0.9 M ABOVE THE TRAIL.
 CS2528
 CS2528                          STATION RECOVERY (1999)
 CS2528
 CS2528'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1155 ***********************************************************************
 DM1155  DESIGNATION -  D 1497
 DM1155  PID         -  DM1155
 DM1155  STATE/COUNTY-  TX/BOWIE
 DM1155  USGS QUAD   -  TEXARKANA (1975)
 DM1155
 DM1155                         *CURRENT SURVEY CONTROL
 DM1155  ___________________________________________________________________
 DM1155* NAD 83(1986)-  33 28 49.     (N)    094 02 06.     (W)     SCALED    
 DM1155* NAVD 88     -       104.207  (meters)     341.89   (feet)  ADJUSTED  
 DM1155  ___________________________________________________________________
 DM1155  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DM1155  DYNAMIC HT  -         104.097 (meters)     341.52  (feet)  COMP
 DM1155  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 DM1155
 DM1155  VERT ORDER  -  FIRST     CLASS II
 DM1155
 DM1155.The horizontal coordinates were scaled from a topographic map and have
 DM1155.an estimated accuracy of +/- 6 seconds.
 DM1155
 DM1155.The orthometric height was determined by differential leveling
 DM1155.and adjusted by the National Geodetic Survey in June 1991..
 DM1155
 DM1155.The geoid height was determined by GEOID03.
 DM1155
 DM1155.The dynamic height is computed by dividing the NAVD 88
 DM1155.geopotential number by the normal gravity value computed on the
 DM1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1155.degrees latitude (g = 980.6199 gals.).
 DM1155
 DM1155.The modeled gravity was interpolated from observed gravity values.
 DM1155
 DM1155;                    North         East    Units  Estimated Accuracy
 DM1155;SPC TXNC     - 2,209,930.    1,014,830.      MT  (+/- 180 meters Scaled)
 DM1155
 DM1155                          SUPERSEDED SURVEY CONTROL
 DM1155
 DM1155.No superseded survey control is available for this station.
 DM1155
 DM1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT038050(NAD 83)
 DM1155_MARKER: I = METAL ROD
 DM1155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1155_SP_SET: STAINLESS STEEL ROD
 DM1155_STAMPING: D 1497 1985
 DM1155_MARK LOGO: NGS   
 DM1155_PROJECTION: FLUSH
 DM1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1155_ROD/PIPE-DEPTH: 3.6  meters
 DM1155
 DM1155  HISTORY     - Date     Condition        Report By
 DM1155  HISTORY     - 1985     MONUMENTED       NGS
 DM1155  HISTORY     - 19971025 GOOD             USPSQD
 DM1155
 DM1155                          STATION DESCRIPTION
 DM1155
 DM1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1155'5.9 KM (3.65 MI) NORTH FROM TEXARKANA.
 DM1155'5.9 KM (3.65 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS WEST
 DM1155'JUNCTION WITH U.S. HIGHWAY 82 IN TEXARKANA, 12.7 M (41.7 FT) WEST OF
 DM1155'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 9.2 M (30.2
 DM1155'FT) NORTH OF THE CENTER OF A PAVED DRIVEWAY LEADING WEST TO THE
 DM1155'TEXARKANA HUMAN DEVELOPMENT CENTER, AND 3.5 M (11.5 FT) NORTHWEST OF
 DM1155'UTILITY POLE NUMBER 53441.  NOTE--ACCESS TO DATUM POINT IS HAD
 DM1155'THROUGH A 5-INCH LOGO CAP.
 DM1155'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 DM1155'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DM1155
 DM1155                          STATION RECOVERY (1997)
 DM1155
 DM1155'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1022 ***********************************************************************
 DN1022  DESIGNATION -  D 1498
 DN1022  PID         -  DN1022
 DN1022  STATE/COUNTY-  TX/HUNT
 DN1022  USGS QUAD   -  GREENVILLE SW (1962)
 DN1022
 DN1022                         *CURRENT SURVEY CONTROL
 DN1022  ___________________________________________________________________
 DN1022* NAD 83(1986)-  33 03 50.     (N)    096 13 40.     (W)     SCALED    
 DN1022* NAVD 88     -       161.314  (meters)     529.24   (feet)  ADJUSTED  
 DN1022  ___________________________________________________________________
 DN1022  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN1022  DYNAMIC HT  -         161.138 (meters)     528.67  (feet)  COMP
 DN1022  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 DN1022
 DN1022  VERT ORDER  -  FIRST     CLASS II
 DN1022
 DN1022.The horizontal coordinates were scaled from a topographic map and have
 DN1022.an estimated accuracy of +/- 6 seconds.
 DN1022
 DN1022.The orthometric height was determined by differential leveling
 DN1022.and adjusted by the National Geodetic Survey in June 1991..
 DN1022
 DN1022.The geoid height was determined by GEOID03.
 DN1022
 DN1022.The dynamic height is computed by dividing the NAVD 88
 DN1022.geopotential number by the normal gravity value computed on the
 DN1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1022.degrees latitude (g = 980.6199 gals.).
 DN1022
 DN1022.The modeled gravity was interpolated from observed gravity values.
 DN1022
 DN1022;                    North         East    Units  Estimated Accuracy
 DN1022;SPC TXNC     - 2,157,230.      812,150.      MT  (+/- 180 meters Scaled)
 DN1022
 DN1022                          SUPERSEDED SURVEY CONTROL
 DN1022
 DN1022.No superseded survey control is available for this station.
 DN1022
 DN1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB588617(NAD 83)
 DN1022_MARKER: I = METAL ROD
 DN1022_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1022_SP_SET: STAINLESS STEEL ROD
 DN1022_STAMPING: D 1498 1986
 DN1022_MARK LOGO: NGS   
 DN1022_PROJECTION: FLUSH
 DN1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1022_ROD/PIPE-DEPTH: 7.3  meters
 DN1022
 DN1022  HISTORY     - Date     Condition        Report By
 DN1022  HISTORY     - 1986     MONUMENTED       NGS
 DN1022  HISTORY     - 19940422 GOOD             USPSQD
 DN1022
 DN1022                          STATION DESCRIPTION
 DN1022
 DN1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1022'IN CADDO MILLS.
 DN1022'IN CADDO MILLS, AT THE INTERSECTION OF THE MISSOURI KANSAS TEXAS
 DN1022'RAILROAD AND FARM ROAD 36, 16.0 M (52.5 FT) NORTHEAST OF THE
 DN1022'CENTERLINE OF THE ROAD, 10.9 M (35.8 FT) NORTHWEST OF THE CENTER OF A
 DN1022'PAVED STREET, 5.7 M (18.7 FT) SOUTHEAST OF THE NEAR RAIL, AND 1.1 M
 DN1022'(3.6 FT) NORTHEAST OF UTILITY POLE NUMBER 2389 510 7570.  NOTE--ACCESS
 DN1022'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1022'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 DN1022'THE MARK IS 0.3 M BELOW THE TRACKS.
 DN1022
 DN1022                          STATION RECOVERY (1994)
 DN1022
 DN1022'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2563 ***********************************************************************
 CS2563  DESIGNATION -  D 1499
 CS2563  PID         -  CS2563
 CS2563  STATE/COUNTY-  TX/TARRANT
 CS2563  USGS QUAD   -  KENNEDALE (1981)
 CS2563
 CS2563                         *CURRENT SURVEY CONTROL
 CS2563  ___________________________________________________________________
 CS2563* NAD 83(1986)-  32 43 43.     (N)    097 11 55.     (W)     SCALED    
 CS2563* NAVD 88     -       163.043  (meters)     534.92   (feet)  ADJUSTED  
 CS2563  ___________________________________________________________________
 CS2563  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CS2563  DYNAMIC HT  -         162.854 (meters)     534.30  (feet)  COMP
 CS2563  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 CS2563
 CS2563  VERT ORDER  -  FIRST     CLASS II
 CS2563
 CS2563.The horizontal coordinates were scaled from a topographic map and have
 CS2563.an estimated accuracy of +/- 6 seconds.
 CS2563
 CS2563.The orthometric height was determined by differential leveling
 CS2563.and adjusted by the National Geodetic Survey in June 1991..
 CS2563
 CS2563.The geoid height was determined by GEOID03.
 CS2563
 CS2563.The dynamic height is computed by dividing the NAVD 88
 CS2563.geopotential number by the normal gravity value computed on the
 CS2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2563.degrees latitude (g = 980.6199 gals.).
 CS2563
 CS2563.The modeled gravity was interpolated from observed gravity values.
 CS2563
 CS2563;                    North         East    Units  Estimated Accuracy
 CS2563;SPC TXNC     - 2,118,510.      721,970.      MT  (+/- 180 meters Scaled)
 CS2563
 CS2563                          SUPERSEDED SURVEY CONTROL
 CS2563
 CS2563.No superseded survey control is available for this station.
 CS2563
 CS2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB688226(NAD 83)
 CS2563_MARKER: I = METAL ROD
 CS2563_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2563_SP_SET: STAINLESS STEEL ROD
 CS2563_STAMPING: D 1499 1986
 CS2563_MARK LOGO: NGS   
 CS2563_PROJECTION: RECESSED 1 CENTIMETERS
 CS2563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2563_ROD/PIPE-DEPTH: 6.7  meters
 CS2563
 CS2563  HISTORY     - Date     Condition        Report By
 CS2563  HISTORY     - 1986     MONUMENTED       NGS
 CS2563  HISTORY     - 19960921 GOOD             USPSQD
 CS2563
 CS2563                          STATION DESCRIPTION
 CS2563
 CS2563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2563'IN HANDLEY.
 CS2563'IN HANDLEY, AT THE INTERSECTION OF LANCASTER AVENUE AND SANDY LANE,
 CS2563'74.1 M (243.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 CS2563'THE AVENUE, 6.4 M (21.0 FT) EAST OF THE CENTERLINE OF THE LANE, AND
 CS2563'0.8 M (2.6 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT
 CS2563'IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2563'THE MARK IS 0.2 M ABOVE THE LANE.
 CS2563
 CS2563                          STATION RECOVERY (1996)
 CS2563
 CS2563'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0033 ***********************************************************************
 CC0033  DESIGNATION -  D 15
 CC0033  PID         -  CC0033
 CC0033  STATE/COUNTY-  TX/MIDLAND
 CC0033  USGS QUAD   -  SOUTHWEST MIDLAND (1974)
 CC0033
 CC0033                         *CURRENT SURVEY CONTROL
 CC0033  ___________________________________________________________________
 CC0033* NAD 83(1986)-  31 54 32.     (N)    102 14 29.     (W)     SCALED    
 CC0033* NAVD 88     -       872.123  (meters)    2861.29   (feet)  ADJUSTED  
 CC0033  ___________________________________________________________________
 CC0033  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CC0033  DYNAMIC HT  -         870.887 (meters)    2857.24  (feet)  COMP
 CC0033  MODELED GRAV-     979,193.2   (mgal)                       NAVD 88
 CC0033
 CC0033  VERT ORDER  -  FIRST     CLASS II
 CC0033
 CC0033.The horizontal coordinates were scaled from a topographic map and have
 CC0033.an estimated accuracy of +/- 6 seconds.
 CC0033
 CC0033.The orthometric height was determined by differential leveling
 CC0033.and adjusted by the National Geodetic Survey in June 1991..
 CC0033
 CC0033.The geoid height was determined by GEOID03.
 CC0033
 CC0033.The dynamic height is computed by dividing the NAVD 88
 CC0033.geopotential number by the normal gravity value computed on the
 CC0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0033.degrees latitude (g = 980.6199 gals.).
 CC0033
 CC0033.The modeled gravity was interpolated from observed gravity values.
 CC0033
 CC0033;                    North         East    Units  Estimated Accuracy
 CC0033;SPC TX C     - 3,250,120.      519,530.      MT  (+/- 180 meters Scaled)
 CC0033
 CC0033                          SUPERSEDED SURVEY CONTROL
 CC0033
 CC0033  NGVD 29 (??/??/92)  871.733  (m)         2860.01   (f) ADJ UNCH    1 2
 CC0033
 CC0033.Superseded values are not recommended for survey control.
 CC0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0033.See file dsdata.txt to determine how the superseded data were derived.
 CC0033
 CC0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR608336(NAD 83)
 CC0033_MARKER: DB = BENCH MARK DISK
 CC0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0033_STAMPING: D 15 ELEV 2860.230 FT
 CC0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0033
 CC0033  HISTORY     - Date     Condition        Report By
 CC0033  HISTORY     - UNK      MONUMENTED       CGS
 CC0033  HISTORY     - 1956     GOOD             NGS
 CC0033  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0033
 CC0033                          STATION DESCRIPTION
 CC0033
 CC0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0033'8.7 MI NE FROM ODESSA.
 CC0033'8.7 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0033'STATION AT ODESSA, 5 1/2 POLES NORTHEAST OF MILEPOST 565, 40.8 FEET
 CC0033'SOUTHEAST OF THE SOUTHEAST RAIL, 6.4 FEET NORTHWEST OF A FENCE, 2 FEET
 CC0033'SOUTHWEST OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON
 CC0033'PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CC0033
 CC0033                          STATION RECOVERY (1982)
 CC0033
 CC0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0652 ***********************************************************************
 BZ0652  DESIGNATION -  D 150
 BZ0652  PID         -  BZ0652
 BZ0652  STATE/COUNTY-  TX/NAVARRO
 BZ0652  USGS QUAD   -  DAWSON (1978)
 BZ0652
 BZ0652                         *CURRENT SURVEY CONTROL
 BZ0652  ___________________________________________________________________
 BZ0652* NAD 83(1993)-  31 53 46.86671(N)    096 43 05.95771(W)     ADJUSTED  
 BZ0652* NAVD 88     -       153.562  (meters)     503.81   (feet)  ADJUSTED  
 BZ0652  ___________________________________________________________________
 BZ0652  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 BZ0652  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BZ0652  DYNAMIC HT  -         153.380 (meters)     503.21  (feet)  COMP
 BZ0652  MODELED GRAV-     979,452.6   (mgal)                       NAVD 88
 BZ0652
 BZ0652  HORZ ORDER  -  SECOND
 BZ0652  VERT ORDER  -  SECOND    CLASS 0
 BZ0652
 BZ0652.The horizontal coordinates were established by classical geodetic methods
 BZ0652.and adjusted by the National Geodetic Survey in February 1996..
 BZ0652
 BZ0652.The orthometric height was determined by differential leveling
 BZ0652.and adjusted by the National Geodetic Survey in June 1991..
 BZ0652.WARNING-Repeat measurements at this control monument indicate possible
 BZ0652.vertical movement.
 BZ0652
 BZ0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0652
 BZ0652.The geoid height was determined by GEOID03.
 BZ0652
 BZ0652.The dynamic height is computed by dividing the NAVD 88
 BZ0652.geopotential number by the normal gravity value computed on the
 BZ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0652.degrees latitude (g = 980.6199 gals.).
 BZ0652
 BZ0652.The modeled gravity was interpolated from observed gravity values.
 BZ0652
 BZ0652;                    North         East     Units Scale Factor Converg.
 BZ0652;SPC TXNC     - 2,026,900.463   768,549.907   MT  1.00007406   +0 58 18.2
 BZ0652;SPC TXNC     - 6,649,922.60  2,521,484.15   sFT  1.00007406   +0 58 18.2
 BZ0652;SPC TX C     - 3,252,740.022 1,041,918.546   MT  1.00000352   +1 51 43.0
 BZ0652;SPC TX C     -10,671,697.89  3,418,361.10   sFT  1.00000352   +1 51 43.0
 BZ0652;UTM  14      - 3,531,218.151   715,784.190   MT  1.00017429   +1 12 21.8
 BZ0652
 BZ0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0652!SPC TXNC     -   0.99997993  x   1.00007406  =   1.00005399
 BZ0652!SPC TX C     -   0.99997993  x   1.00000352  =   0.99998345
 BZ0652!UTM  14      -   0.99997993  x   1.00017429  =   1.00015422
 BZ0652
 BZ0652                          SUPERSEDED SURVEY CONTROL
 BZ0652
 BZ0652  NAD 83(1986)-  31 53 46.87529(N)    096 43 05.93833(W) AD(       ) 2
 BZ0652  NAD 27      -  31 53 46.30300(N)    096 43 04.97100(W) AD(       ) 2
 BZ0652  NGVD 29 (??/??/92)  153.531  (m)          503.71   (f) ADJ UNCH    2 0
 BZ0652
 BZ0652.Superseded values are not recommended for survey control.
 BZ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0652.See file dsdata.txt to determine how the superseded data were derived.
 BZ0652
 BZ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA1578431218(NAD 83)
 BZ0652_MARKER: DB = BENCH MARK DISK
 BZ0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0652_SP_SET: BUILDING
 BZ0652_STAMPING: D 150 1933
 BZ0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0652
 BZ0652  HISTORY     - Date     Condition        Report By
 BZ0652  HISTORY     - 1933     MONUMENTED       CGS
 BZ0652  HISTORY     - 1948     GOOD             CGS
 BZ0652  HISTORY     - 1948     GOOD             NGS
 BZ0652  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0652
 BZ0652                          STATION DESCRIPTION
 BZ0652
 BZ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0652'IN DAWSON.
 BZ0652'DAWSON SCHOOL, ON TOP OF SOUTHWEST SIDE OF ENTRANCE PLATFORM, ON
 BZ0652'SOUTHEAST SIDE OF BUILDING, 8 INCHES FROM WALL.  TABLET CEMENTED IN
 BZ0652'CONCRETE.
 BZ0652
 BZ0652                          STATION RECOVERY (1948)
 BZ0652
 BZ0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ0652'THIS STATION IS LOCATED IN THE TOWN OF DAWSON.  IT IS SET
 BZ0652'IN THE CONCRETE ABUTMENT OF THE STEPS OF THE DAWSON PUBLIC
 BZ0652'SCHOOL BUILDING.  IT IS 6 FEET WEST OF THE CENTER OF THE
 BZ0652'DOORWAY AT THE MAIN ENTRANCE TO THE BUILDING, AND 6 INCHES
 BZ0652'SOUTH OF THE SOUTH WALL.  IT IS A STANDARD USC AND GS BENCH
 BZ0652'MARK DISK AND IS STAMPED D 150 1933.
 BZ0652'
 BZ0652'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 BZ0652'STATION DAWSON, WHICH IS NEAR THE SOUTH EDGE OF THE SCHOOL
 BZ0652'GROUNDS.
 BZ0652'
 BZ0652'THE DISTANCE IS 55.021 METERS OR 180.51 FEET.
 BZ0652
 BZ0652                          STATION RECOVERY (1948)
 BZ0652
 BZ0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BZ0652'RECOVERED IN GOOD CONDITION.
 BZ0652
 BZ0652                          STATION RECOVERY (2002)
 BZ0652
 BZ0652'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 BZ0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5438 ***********************************************************************
 AW5438  DESIGNATION -  D 1500
 AW5438  PID         -  AW5438
 AW5438  STATE/COUNTY-  TX/HARRIS
 AW5438  USGS QUAD   -  CYPRESS (1995)
 AW5438
 AW5438                         *CURRENT SURVEY CONTROL
 AW5438  ___________________________________________________________________
 AW5438* NAD 83(1986)-  29 52 46.     (N)    095 39 16.     (W)     SCALED    
 AW5438* NAVD 88     -        37.866  (meters)     124.23   (feet)  ADJUSTED  
 AW5438  ___________________________________________________________________
 AW5438  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW5438  DYNAMIC HT  -          37.814 (meters)     124.06  (feet)  COMP
 AW5438  MODELED GRAV-     979,284.6   (mgal)                       NAVD 88
 AW5438
 AW5438  VERT ORDER  -  FIRST     CLASS II
 AW5438
 AW5438.The horizontal coordinates were scaled from a topographic map and have
 AW5438.an estimated accuracy of +/- 6 seconds.
 AW5438
 AW5438.The orthometric height was determined by differential leveling
 AW5438.and adjusted by the National Geodetic Survey in June 1991..
 AW5438
 AW5438.The geoid height was determined by GEOID03.
 AW5438
 AW5438.The dynamic height is computed by dividing the NAVD 88
 AW5438.geopotential number by the normal gravity value computed on the
 AW5438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5438.degrees latitude (g = 980.6199 gals.).
 AW5438
 AW5438.The modeled gravity was interpolated from observed gravity values.
 AW5438
 AW5438;                    North         East    Units  Estimated Accuracy
 AW5438;SPC TXSC     - 4,231,390.      923,120.      MT  (+/- 180 meters Scaled)
 AW5438
 AW5438                          SUPERSEDED SURVEY CONTROL
 AW5438
 AW5438  NGVD 29 (12/23/87)   37.859  (m)          124.21   (f) ADJUSTED    1 2
 AW5438
 AW5438.Superseded values are not recommended for survey control.
 AW5438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5438.See file dsdata.txt to determine how the superseded data were derived.
 AW5438
 AW5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP436083(NAD 83)
 AW5438_MARKER: I = METAL ROD
 AW5438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5438_SP_SET: STAINLESS STEEL ROD
 AW5438_STAMPING: D 1500 1986
 AW5438_MARK LOGO: NGS   
 AW5438_PROJECTION: RECESSED 2 CENTIMETERS
 AW5438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5438_ROD/PIPE-DEPTH: 4.9  meters
 AW5438
 AW5438  HISTORY     - Date     Condition        Report By
 AW5438  HISTORY     - 1986     MONUMENTED       NGS
 AW5438  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW5438
 AW5438                          STATION DESCRIPTION
 AW5438
 AW5438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5438'13.6 KM (8.45 MI) NW FROM FAIRBANKS.
 AW5438'5.6 KM (3.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 290 FROM THE POST
 AW5438'OFFICE IN FAIRBANKS, THENCE 8.0 KM (4.95 MI) WESTERLY ALONG FARM ROAD
 AW5438'529, 27.9 M (91.5 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF
 AW5438'SOMMERALL DRIVE, 12.4 M (40.7 FT) NORTH OF THE CENTER OF THE ROAD, AND
 AW5438'2.0 M (6.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 AW5438'HAD THROUGH A 5-INCH LOGO CAP.
 AW5438'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AW5438'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5438
 AW5438                          STATION RECOVERY (2004)
 AW5438
 AW5438'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0974 ***********************************************************************
 DN0974  DESIGNATION -  D 1501
 DN0974  PID         -  DN0974
 DN0974  STATE/COUNTY-  TX/GRAYSON
 DN0974  USGS QUAD   -  DENISON DAM (1973)
 DN0974
 DN0974                         *CURRENT SURVEY CONTROL
 DN0974  ___________________________________________________________________
 DN0974* NAD 83(1986)-  33 45 44.     (N)    096 32 05.     (W)     SCALED    
 DN0974* NAVD 88     -       219.386  (meters)     719.77   (feet)  ADJUSTED  
 DN0974  ___________________________________________________________________
 DN0974  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DN0974  DYNAMIC HT  -         219.151 (meters)     719.00  (feet)  COMP
 DN0974  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 DN0974
 DN0974  VERT ORDER  -  FIRST     CLASS II
 DN0974
 DN0974.The horizontal coordinates were scaled from a topographic map and have
 DN0974.an estimated accuracy of +/- 6 seconds.
 DN0974
 DN0974.The orthometric height was determined by differential leveling
 DN0974.and adjusted by the National Geodetic Survey in June 1991..
 DN0974
 DN0974.The geoid height was determined by GEOID03.
 DN0974
 DN0974.The dynamic height is computed by dividing the NAVD 88
 DN0974.geopotential number by the normal gravity value computed on the
 DN0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0974.degrees latitude (g = 980.6199 gals.).
 DN0974
 DN0974.The modeled gravity was interpolated from observed gravity values.
 DN0974
 DN0974;                    North         East    Units  Estimated Accuracy
 DN0974;SPC TXNC     - 2,234,090.      782,050.      MT  (+/- 180 meters Scaled)
 DN0974
 DN0974                          SUPERSEDED SURVEY CONTROL
 DN0974
 DN0974.No superseded survey control is available for this station.
 DN0974
 DN0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC283385(NAD 83)
 DN0974_MARKER: I = METAL ROD
 DN0974_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0974+WITH SETTING: INFORMATION.
 DN0974_SP_SET: SHALLOW-SET METAL ROD
 DN0974_STAMPING: D 1501 1986
 DN0974_MARK LOGO: NGS   
 DN0974_PROJECTION: FLUSH
 DN0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0974_ROD/PIPE-DEPTH: 2.3  meters
 DN0974
 DN0974  HISTORY     - Date     Condition        Report By
 DN0974  HISTORY     - 1986     MONUMENTED       NGS
 DN0974  HISTORY     - 19951111 GOOD             USPSQD
 DN0974
 DN0974                          STATION DESCRIPTION
 DN0974
 DN0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0974'IN DENISON.
 DN0974'IN DENISON, AT THE INTERSECTION OF NORTH HOUSTON AVENUE AND JOHNSON
 DN0974'STREET, 11.2 M (36.7 FT) SOUTH OF THE CENTER OF THE STREET, 7.5 M
 DN0974'(24.6 FT) EAST OF THE CENTER OF THE AVENUE, AND 0.9 M (3.0 FT) SOUTH
 DN0974'OF UTILITY POLE NUMBER 2293 763 4290.  NOTE--ACCESS TO DATUM POINT IS
 DN0974'HAD THROUGH A 5-INCH LOGO CAP.
 DN0974'THE MARK IS 0.3 M ABOVE THE AVENUE.
 DN0974
 DN0974                          STATION RECOVERY (1995)
 DN0974
 DN0974'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1033 ***********************************************************************
 DN1033  DESIGNATION -  D 1502
 DN1033  PID         -  DN1033
 DN1033  STATE/COUNTY-  TX/MONTAGUE
 DN1033  USGS QUAD   -  STONEBURG (1976)
 DN1033
 DN1033                         *CURRENT SURVEY CONTROL
 DN1033  ___________________________________________________________________
 DN1033* NAD 83(1986)-  33 43 19.     (N)    097 54 57.     (W)     SCALED    
 DN1033* NAVD 88     -       265.004  (meters)     869.43   (feet)  ADJUSTED  
 DN1033  ___________________________________________________________________
 DN1033  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DN1033  DYNAMIC HT  -         264.716 (meters)     868.49  (feet)  COMP
 DN1033  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 DN1033
 DN1033  VERT ORDER  -  FIRST     CLASS II
 DN1033
 DN1033.The horizontal coordinates were scaled from a topographic map and have
 DN1033.an estimated accuracy of +/- 6 seconds.
 DN1033
 DN1033.The orthometric height was determined by differential leveling
 DN1033.and adjusted by the National Geodetic Survey in June 1991..
 DN1033
 DN1033.The geoid height was determined by GEOID03.
 DN1033
 DN1033.The dynamic height is computed by dividing the NAVD 88
 DN1033.geopotential number by the normal gravity value computed on the
 DN1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1033.degrees latitude (g = 980.6199 gals.).
 DN1033
 DN1033.The modeled gravity was interpolated from observed gravity values.
 DN1033
 DN1033;                    North         East    Units  Estimated Accuracy
 DN1033;SPC TXNC     - 2,228,070.      654,140.      MT  (+/- 180 meters Scaled)
 DN1033
 DN1033                          SUPERSEDED SURVEY CONTROL
 DN1033
 DN1033.No superseded survey control is available for this station.
 DN1033
 DN1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC004318(NAD 83)
 DN1033_MARKER: DB = BENCH MARK DISK
 DN1033_SETTING: 66 = SET IN ROCK OUTCROP
 DN1033_SP_SET: ROCK OUTCROP
 DN1033_STAMPING: D 1502 1986
 DN1033_MARK LOGO: NGS   
 DN1033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1033+STABILITY: POSITION/ELEVATION WELL
 DN1033
 DN1033  HISTORY     - Date     Condition        Report By
 DN1033  HISTORY     - 1986     MONUMENTED       NGS
 DN1033
 DN1033                          STATION DESCRIPTION
 DN1033
 DN1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1033'18.8 KM (11.7 MI) NORTH FROM BOWIE.
 DN1033'18.8 KM (11.7 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1033'WITH U.S. HIGHWAY 287 IN BOWIE, IN AN EXPOSED AREA OF BEDROCK NEAR THE
 DN1033'CENTER OF A HIGHWAY CUT, 0.1 KM (0.05 MI) NORTHWEST OF THE
 DN1033'INTERSECTION OF A DIRT ROAD LEADING WEST TO THE BENTON-WHITESIDE
 DN1033'RANCH, 10.4 M (34.1 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 DN1033'HIGHWAY, AND 5.1 M (16.7 FT) WEST-SOUTHWEST OF A FENCE.
 DN1033'THE MARK IS 0.5 METERS  SSE FROM  A WITNESS POST
 DN1033'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5676 ***********************************************************************
 AW5676  DESIGNATION -  D 1503
 AW5676  PID         -  AW5676
 AW5676  STATE/COUNTY-  TX/HARRIS
 AW5676  USGS QUAD   -  PASADENA (1995)
 AW5676
 AW5676                         *CURRENT SURVEY CONTROL
 AW5676  ___________________________________________________________________
 AW5676* NAD 83(1986)-  29 39 53.     (N)    095 12 25.     (W)     SCALED    
 AW5676* NAVD 88     -         9.218  (meters)      30.24   (feet)  ADJUSTED  
 AW5676  ___________________________________________________________________
 AW5676  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW5676  DYNAMIC HT  -           9.205 (meters)      30.20  (feet)  COMP
 AW5676  MODELED GRAV-     979,279.2   (mgal)                       NAVD 88
 AW5676
 AW5676  VERT ORDER  -  FIRST     CLASS II
 AW5676
 AW5676.The horizontal coordinates were scaled from a topographic map and have
 AW5676.an estimated accuracy of +/- 6 seconds.
 AW5676
 AW5676.The orthometric height was determined by differential leveling
 AW5676.and adjusted by the National Geodetic Survey in June 1991..
 AW5676
 AW5676.The geoid height was determined by GEOID03.
 AW5676
 AW5676.The dynamic height is computed by dividing the NAVD 88
 AW5676.geopotential number by the normal gravity value computed on the
 AW5676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5676.degrees latitude (g = 980.6199 gals.).
 AW5676
 AW5676.The modeled gravity was interpolated from observed gravity values.
 AW5676
 AW5676;                    North         East    Units  Estimated Accuracy
 AW5676;SPC TXSC     - 4,208,920.      967,090.      MT  (+/- 180 meters Scaled)
 AW5676
 AW5676                          SUPERSEDED SURVEY CONTROL
 AW5676
 AW5676  NGVD 29 (12/23/87)    9.215  (m)           30.23   (f) ADJUSTED    1 2
 AW5676
 AW5676.Superseded values are not recommended for survey control.
 AW5676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5676.See file dsdata.txt to determine how the superseded data were derived.
 AW5676
 AW5676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN864836(NAD 83)
 AW5676_MARKER: I = METAL ROD
 AW5676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5676_SP_SET: STAINLESS STEEL ROD
 AW5676_STAMPING: D 1503 1986
 AW5676_MARK LOGO: NGS   
 AW5676_PROJECTION: FLUSH
 AW5676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5676_ROD/PIPE-DEPTH: 14.0 meters
 AW5676
 AW5676  HISTORY     - Date     Condition        Report By
 AW5676  HISTORY     - 1986     MONUMENTED       NGS
 AW5676  HISTORY     - 1989     GOOD             USPSQD
 AW5676  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW5676  HISTORY     - 20030925 GOOD             USPSQD
 AW5676
 AW5676                          STATION DESCRIPTION
 AW5676
 AW5676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5676'2.9 KM (1.8 MI) EAST FROM SOUTH HOUSTON.
 AW5676'2.9 KM (1.8 MI) EAST ALONG SPENCER HIGHWAY FROM THE JUNCTION OF STATE
 AW5676'HIGHWAY 3 IN SOUTH HOUSTON TO THE MARK ON THE RIGHT, IN FRONT OF THE
 AW5676'MONTGOMERY SHOPPING CENTER ON THE EAST SIDE OF THE INTERSECTION OF
 AW5676'SOUTH SHAVER STREET, 14.96 METERS (49.1 FT) SOUTH OF THE CENTERLINE OF
 AW5676'SPENCER HIGHWAY, 3.20 METERS (10.5 FT) NORTH-NORTHWEST OF THE
 AW5676'NORTHWEST CORNER OF A CONCRETE FOUNDATION FOR BILLBOARD SIGN
 AW5676'(MONTGOMERY WARD) AND SUPPORTED BY THREE ROUND STEEL LEGS, 1.43 METERS
 AW5676'(4.7 FT) EAST OF A UTILITY POLE WITH A TRANSFORMER.  NOTE--ACCESS TO
 AW5676'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5676'THE MARK IS ABOVE LEVEL WITH SPENCER HIGHWAY.
 AW5676
 AW5676                          STATION RECOVERY (1989)
 AW5676
 AW5676'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW5676'RECOVERED IN GOOD CONDITION.
 AW5676
 AW5676                          STATION RECOVERY (1998)
 AW5676
 AW5676'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5676'MARK NOT FOUND.
 AW5676
 AW5676                          STATION RECOVERY (2003)
 AW5676
 AW5676'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5676'IN THE DESCRIPTION CHANGE AS FOLLOWS.
 AW5676'DELETE MONTGOMERY WARDS,
 AW5676'INSERT PASADENA INDOOR FLEA MARKET 2222 SPENCER HIGHWAY.
 AW5676'DELEAT AND SUPPORTED BY THREE ROUND STEEL LEGS.
 AW5676'THE MARK IS 9 INCHES BELOW GRADE, AND COVERED WITH GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5401 ***********************************************************************
 AW5401  DESIGNATION -  D 1504
 AW5401  PID         -  AW5401
 AW5401  STATE/COUNTY-  TX/FORT BEND
 AW5401  USGS QUAD   -  MISSOURI CITY (1995)
 AW5401
 AW5401                         *CURRENT SURVEY CONTROL
 AW5401  ___________________________________________________________________
 AW5401* NAD 83(1986)-  29 37 00.     (N)    095 32 35.     (W)     SCALED    
 AW5401* NAVD 88     -        22.967  (meters)      75.35   (feet)  ADJUSTED  
 AW5401  ___________________________________________________________________
 AW5401  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW5401  DYNAMIC HT  -          22.935 (meters)      75.25  (feet)  COMP
 AW5401  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 AW5401
 AW5401  VERT ORDER  -  FIRST     CLASS II
 AW5401
 AW5401.The horizontal coordinates were scaled from a topographic map and have
 AW5401.an estimated accuracy of +/- 6 seconds.
 AW5401
 AW5401.The orthometric height was determined by differential leveling
 AW5401.and adjusted by the National Geodetic Survey in September 1996..
 AW5401
 AW5401.The geoid height was determined by GEOID03.
 AW5401
 AW5401.The dynamic height is computed by dividing the NAVD 88
 AW5401.geopotential number by the normal gravity value computed on the
 AW5401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5401.degrees latitude (g = 980.6199 gals.).
 AW5401
 AW5401.The modeled gravity was interpolated from observed gravity values.
 AW5401
 AW5401;                    North         East    Units  Estimated Accuracy
 AW5401;SPC TXSC     - 4,202,590.      934,730.      MT  (+/- 180 meters Scaled)
 AW5401
 AW5401                          SUPERSEDED SURVEY CONTROL
 AW5401
 AW5401  NAVD 88 (06/15/91)   23.252  (m)           76.29   (f) UNKNOWN     1 2
 AW5401  NGVD 29 (12/23/87)   23.248  (m)           76.27   (f) ADJUSTED    1 2
 AW5401
 AW5401.Superseded values are not recommended for survey control.
 AW5401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5401.See file dsdata.txt to determine how the superseded data were derived.
 AW5401
 AW5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN537790(NAD 83)
 AW5401_MARKER: I = METAL ROD
 AW5401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5401_SP_SET: STAINLESS STEEL ROD
 AW5401_STAMPING: D 1504 1986
 AW5401_MARK LOGO: NGS   
 AW5401_PROJECTION: FLUSH
 AW5401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5401_ROD/PIPE-DEPTH: 9.8  meters
 AW5401
 AW5401  HISTORY     - Date     Condition        Report By
 AW5401  HISTORY     - 1986     MONUMENTED       NGS
 AW5401  HISTORY     - 19931204 GOOD             USPSQD
 AW5401  HISTORY     - 19951007 GOOD             CHANCE
 AW5401
 AW5401                          STATION DESCRIPTION
 AW5401
 AW5401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5401'1.6 KM (1.0 MI) EAST FROM STAFFORD.
 AW5401'1.6 KM (1.0 MI) EAST ALONG US HIGHWAY 90 ALTERNATE (MAIN STREET) FROM
 AW5401'THE JUNCTION OF STAFFORD ROAD IN STAFFORD, IN THE SOUTHWEST QUADRANT
 AW5401'OF THE JUNCTION MARTIN LANE LEADING SOUTH TO A FOOTBALL FIELD,
 AW5401'28.7 METERS (94.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 AW5401'OF THE HIGHWAY, 11.0 METERS (36.0 FT) WEST OF THE CENTERLINE OF MARTIN
 AW5401'LANE, 21.1 METERS (65.8 FT) EAST OF THE NORTHEAST CORNER OF A CREDIT
 AW5401'UNION BUILDING, 6.4 METERS (21.0 FT) SOUTH OF A POWER POLE WITH A
 AW5401'TRANSFORMER AND A LIGHT, 7.0 METERS (22.8 FT) SOUTH OF A FIRE HYDRANT,
 AW5401'0.3 METER (1.0 FT) NORTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 AW5401'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5401'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 AW5401'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AW5401
 AW5401                          STATION RECOVERY (1993)
 AW5401
 AW5401'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5401'RECOVERED IN GOOD CONDITION.
 AW5401
 AW5401                          STATION RECOVERY (1995)
 AW5401
 AW5401'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5401'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL TIES FOLLOW.  18
 AW5401'FT (5.5 M) EAST OF THE EAST EDGE OF PAVED PARKING LOT, 52.5 FT (16.0
 AW5401'M) SOUTH OF A STOP SIGN FOR MARTIN STREET TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5466 ***********************************************************************
 AW5466  DESIGNATION -  D 1505
 AW5466  PID         -  AW5466
 AW5466  STATE/COUNTY-  TX/FORT BEND
 AW5466  USGS QUAD   -  MISSOURI CITY (1995)
 AW5466
 AW5466                         *CURRENT SURVEY CONTROL
 AW5466  ___________________________________________________________________
 AW5466* NAD 83(1986)-  29 31 39.     (N)    095 32 08.     (W)     SCALED    
 AW5466* NAVD 88     -        18.764  (meters)      61.56   (feet)  ADJUSTED  
 AW5466  ___________________________________________________________________
 AW5466  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW5466  DYNAMIC HT  -          18.738 (meters)      61.48  (feet)  COMP
 AW5466  MODELED GRAV-     979,267.2   (mgal)                       NAVD 88
 AW5466
 AW5466  VERT ORDER  -  FIRST     CLASS II
 AW5466
 AW5466.The horizontal coordinates were scaled from a topographic map and have
 AW5466.an estimated accuracy of +/- 6 seconds.
 AW5466
 AW5466.The orthometric height was determined by differential leveling
 AW5466.and adjusted by the National Geodetic Survey in June 1991..
 AW5466
 AW5466.The geoid height was determined by GEOID03.
 AW5466
 AW5466.The dynamic height is computed by dividing the NAVD 88
 AW5466.geopotential number by the normal gravity value computed on the
 AW5466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5466.degrees latitude (g = 980.6199 gals.).
 AW5466
 AW5466.The modeled gravity was interpolated from observed gravity values.
 AW5466
 AW5466;                    North         East    Units  Estimated Accuracy
 AW5466;SPC TXSC     - 4,192,730.      935,750.      MT  (+/- 180 meters Scaled)
 AW5466
 AW5466                          SUPERSEDED SURVEY CONTROL
 AW5466
 AW5466  NGVD 29 (12/23/87)   18.760  (m)           61.55   (f) ADJUSTED    1 2
 AW5466
 AW5466.Superseded values are not recommended for survey control.
 AW5466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5466.See file dsdata.txt to determine how the superseded data were derived.
 AW5466
 AW5466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN542691(NAD 83)
 AW5466_MARKER: I = METAL ROD
 AW5466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5466_SP_SET: STAINLESS STEEL ROD
 AW5466_STAMPING: D 1505 1987
 AW5466_MARK LOGO: NGS   
 AW5466_PROJECTION: FLUSH
 AW5466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5466+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AW5466_ROD/PIPE-DEPTH: 17.0 meters
 AW5466
 AW5466  HISTORY     - Date     Condition        Report By
 AW5466  HISTORY     - 1987     MONUMENTED       NGS
 AW5466  HISTORY     - 1989     GOOD             USPSQD
 AW5466  HISTORY     - 19901208 GOOD             USPSQD
 AW5466  HISTORY     - 19931204 GOOD             USPSQD
 AW5466  HISTORY     - 20050707 GOOD             USPSQD
 AW5466
 AW5466                          STATION DESCRIPTION
 AW5466
 AW5466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5466'15.1 KM (9.4 MI) SE FROM SUGARLAND.
 AW5466'1.85 KM (1.15 MI) SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION
 AW5466'OF US HIGHWAY 90 ALTERNATE IN SUGARLAND, THENCE 11.7 KM (7.3 MI)
 AW5466'SOUTHEAST ALONG STATE HIGHWAY 6, THENCE 1.4 KM (0.9 MI) SOUTHEAST
 AW5466'ALONG MCKEEVER ROAD, 10.3 METERS (34.0 FT) SOUTHWEST OF THE CENTERLINE
 AW5466'OF MCKEEVER ROAD, 0.4 METER (1.5 FT) SOUTHEAST OF THE SOUTH POST OF A
 AW5466'GATE FOR A FIELD ROAD, 1.8 METER (6.0 FT) NORTHWEST OF A POWER POLE.
 AW5466'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5466'THE MARK IS 1.5 METERS  N FROM  A WITNESS POST
 AW5466
 AW5466                          STATION RECOVERY (1989)
 AW5466
 AW5466'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW5466'RECOVERED IN GOOD CONDITION.
 AW5466
 AW5466                          STATION RECOVERY (1990)
 AW5466
 AW5466'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW5466'RECOVERED IN GOOD CONDITION.
 AW5466
 AW5466                          STATION RECOVERY (1993)
 AW5466
 AW5466'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5466'RECOVERED IN GOOD CONDITION.
 AW5466
 AW5466                          STATION RECOVERY (2005)
 AW5466
 AW5466'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5542 ***********************************************************************
 AW5542  DESIGNATION -  D 1506
 AW5542  PID         -  AW5542
 AW5542  STATE/COUNTY-  TX/FORT BEND
 AW5542  USGS QUAD   -  ORCHARD (1980)
 AW5542
 AW5542                         *CURRENT SURVEY CONTROL
 AW5542  ___________________________________________________________________
 AW5542* NAD 83(1986)-  29 31 12.     (N)    095 52 54.     (W)     SCALED    
 AW5542* NAVD 88     -        32.408  (meters)     106.33   (feet)  ADJUSTED  
 AW5542  ___________________________________________________________________
 AW5542  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW5542  DYNAMIC HT  -          32.363 (meters)     106.18  (feet)  COMP
 AW5542  MODELED GRAV-     979,260.2   (mgal)                       NAVD 88
 AW5542
 AW5542  VERT ORDER  -  FIRST     CLASS I
 AW5542
 AW5542.The horizontal coordinates were scaled from a topographic map and have
 AW5542.an estimated accuracy of +/- 6 seconds.
 AW5542
 AW5542.The orthometric height was determined by differential leveling
 AW5542.and adjusted by the National Geodetic Survey in June 1991..
 AW5542
 AW5542.The geoid height was determined by GEOID03.
 AW5542
 AW5542.The dynamic height is computed by dividing the NAVD 88
 AW5542.geopotential number by the normal gravity value computed on the
 AW5542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5542.degrees latitude (g = 980.6199 gals.).
 AW5542
 AW5542.The modeled gravity was interpolated from observed gravity values.
 AW5542
 AW5542;                    North         East    Units  Estimated Accuracy
 AW5542;SPC TXSC     - 4,190,960.      902,240.      MT  (+/- 180 meters Scaled)
 AW5542
 AW5542                          SUPERSEDED SURVEY CONTROL
 AW5542
 AW5542  NGVD 29 (12/23/87)   32.406  (m)          106.32   (f) ADJUSTED    1 1
 AW5542
 AW5542.Superseded values are not recommended for survey control.
 AW5542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5542.See file dsdata.txt to determine how the superseded data were derived.
 AW5542
 AW5542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN206690(NAD 83)
 AW5542_MARKER: I = METAL ROD
 AW5542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5542_SP_SET: STAINLESS STEEL ROD
 AW5542_STAMPING: D 1506 1987
 AW5542_MARK LOGO: NGS   
 AW5542_PROJECTION: FLUSH
 AW5542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5542_ROD/PIPE-DEPTH: 14.6 meters
 AW5542
 AW5542  HISTORY     - Date     Condition        Report By
 AW5542  HISTORY     - 1987     MONUMENTED       NGS
 AW5542  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW5542
 AW5542                          STATION DESCRIPTION
 AW5542
 AW5542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5542'4.0 KM (2.5 MI) NE FROM BEASLEY.
 AW5542'1.6 KM (1.0 MI) NORTHEAST ALONG BUSINESS ROUTE 59 FROM THE POST OFFICE
 AW5542'IN BEASLEY, THENCE 2.4 KM (1.5 MI) NORTHEAST ALONG US HIGHWAY 59, IN
 AW5542'THE NORTH CORNER OF THE T-JUNCTION OF STADE ROAD, 17.0 METERS
 AW5542'(56.0 FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY 59 WESTBOUND, 12.5
 AW5542'METERS (41.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN
 AW5542'PACIFIC COMPANY RAILROAD, 9.0 METERS (29.5 FT) NORTHEAST OF THE
 AW5542'CENTERLINE OF STADE ROAD, 4.2 METERS (14.0 FT) NORTHWEST OF THE
 AW5542'NORTHEAST END OF THE NORTHWEST 1 OF 2 CONCRETE CULVERTS.  NOTE--ACCESS
 AW5542'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5542'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AW5542'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 AW5542
 AW5542                          STATION RECOVERY (1997)
 AW5542
 AW5542'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5704 ***********************************************************************
 AW5704  DESIGNATION -  D 1507
 AW5704  PID         -  AW5704
 AW5704  STATE/COUNTY-  TX/GALVESTON
 AW5704  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5704
 AW5704                         *CURRENT SURVEY CONTROL
 AW5704  ___________________________________________________________________
 AW5704* NAD 83(1986)-  29 20 25.     (N)    094 59 21.     (W)     SCALED    
 AW5704* NAVD 88     -         1.762  (meters)       5.78   (feet)  ADJUSTED  
 AW5704  ___________________________________________________________________
 AW5704  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW5704  DYNAMIC HT  -           1.759 (meters)       5.77  (feet)  COMP
 AW5704  MODELED GRAV-     979,263.2   (mgal)                       NAVD 88
 AW5704
 AW5704  VERT ORDER  -  FIRST     CLASS II
 AW5704
 AW5704.The horizontal coordinates were scaled from a topographic map and have
 AW5704.an estimated accuracy of +/- 6 seconds.
 AW5704
 AW5704.The orthometric height was determined by differential leveling
 AW5704.and adjusted by the National Geodetic Survey in June 1991..
 AW5704
 AW5704.The geoid height was determined by GEOID03.
 AW5704
 AW5704.The dynamic height is computed by dividing the NAVD 88
 AW5704.geopotential number by the normal gravity value computed on the
 AW5704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5704.degrees latitude (g = 980.6199 gals.).
 AW5704
 AW5704.The modeled gravity was interpolated from observed gravity values.
 AW5704
 AW5704;                    North         East    Units  Estimated Accuracy
 AW5704;SPC TXSC     - 4,173,690.      989,400.      MT  (+/- 180 meters Scaled)
 AW5704
 AW5704                          SUPERSEDED SURVEY CONTROL
 AW5704
 AW5704  NGVD 29 (12/23/87)    1.758  (m)            5.77   (f) ADJUSTED    1 2
 AW5704
 AW5704.Superseded values are not recommended for survey control.
 AW5704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5704.See file dsdata.txt to determine how the superseded data were derived.
 AW5704
 AW5704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN068473(NAD 83)
 AW5704_MARKER: I = METAL ROD
 AW5704_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5704_SP_SET: STAINLESS STEEL ROD
 AW5704_STAMPING: D 1507 1987
 AW5704_MARK LOGO: NGS   
 AW5704_PROJECTION: FLUSH
 AW5704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5704+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AW5704_ROD/PIPE-DEPTH: 11.6 meters
 AW5704
 AW5704  HISTORY     - Date     Condition        Report By
 AW5704  HISTORY     - 1987     MONUMENTED       NGS
 AW5704  HISTORY     - 1987     GOOD             USPSQD
 AW5704  HISTORY     - 19940326 GOOD             USPSQD
 AW5704  HISTORY     - 20060523 GOOD             USPSQD
 AW5704
 AW5704                          STATION DESCRIPTION
 AW5704
 AW5704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5704'3.5 KM (2.15 MI) EAST FROM HITCHCOCK.
 AW5704'3.5 KM (2.15 MI) EAST ALONG STATE HIGHWAY 6 FROM THE POST OFFICE IN
 AW5704'HITCHCOCK TO THE MARK ON THE LEFT, 14.8 METERS (48.8 FT) NORTH OF THE
 AW5704'CENTERLINE OF THE HIGHWAY, 12.1 METERS (40.0 FT) EAST OF THE CENTER OF
 AW5704'WASHINGTON STREET, 1.4 METERS (4.8 FT) WEST OF THE WEST END OF A
 AW5704'HEADWALL OF A DOUBLE BOX CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5704'THROUGH A 5-INCH LOGO CAP.
 AW5704'THE MARK IS 0.36 METERS  E FROM  A WITNESS POST
 AW5704'THE MARK IS 0.30 M BELOW HIGHWAY.
 AW5704
 AW5704                          STATION RECOVERY (1987)
 AW5704
 AW5704'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW5704'RECOVERED IN GOOD CONDITION.
 AW5704
 AW5704                          STATION RECOVERY (1994)
 AW5704
 AW5704'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5704'RECOVERED IN GOOD CONDITION.
 AW5704
 AW5704                          STATION RECOVERY (2006)
 AW5704
 AW5704'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW5704'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5576 ***********************************************************************
 AW5576  DESIGNATION -  D 1508
 AW5576  PID         -  AW5576
 AW5576  STATE/COUNTY-  TX/GALVESTON
 AW5576  USGS QUAD   -  TEXAS CITY (1994)
 AW5576
 AW5576                         *CURRENT SURVEY CONTROL
 AW5576  ___________________________________________________________________
 AW5576* NAD 83(1986)-  29 23 38.     (N)    094 54 29.     (W)     SCALED    
 AW5576* NAVD 88     -         2.021  (meters)       6.63   (feet)  ADJUSTED  
 AW5576  ___________________________________________________________________
 AW5576  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW5576  DYNAMIC HT  -           2.018 (meters)       6.62  (feet)  COMP
 AW5576  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 AW5576
 AW5576  VERT ORDER  -  FIRST     CLASS II
 AW5576
 AW5576.The horizontal coordinates were scaled from a topographic map and have
 AW5576.an estimated accuracy of +/- 6 seconds.
 AW5576
 AW5576.The orthometric height was determined by differential leveling
 AW5576.and adjusted by the National Geodetic Survey in June 1991..
 AW5576
 AW5576.The geoid height was determined by GEOID03.
 AW5576
 AW5576.The dynamic height is computed by dividing the NAVD 88
 AW5576.geopotential number by the normal gravity value computed on the
 AW5576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5576.degrees latitude (g = 980.6199 gals.).
 AW5576
 AW5576.The modeled gravity was interpolated from observed gravity values.
 AW5576
 AW5576;                    North         East    Units  Estimated Accuracy
 AW5576;SPC TXSC     - 4,179,900.      997,060.      MT  (+/- 180 meters Scaled)
 AW5576
 AW5576                          SUPERSEDED SURVEY CONTROL
 AW5576
 AW5576  NGVD 29 (12/23/87)    2.017  (m)            6.62   (f) ADJUSTED    1 2
 AW5576
 AW5576.Superseded values are not recommended for survey control.
 AW5576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5576.See file dsdata.txt to determine how the superseded data were derived.
 AW5576
 AW5576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN148531(NAD 83)
 AW5576_MARKER: DB = BENCH MARK DISK
 AW5576_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW5576_SP_SET: FOUNDATION
 AW5576_STAMPING: D 1508 1987
 AW5576_MARK LOGO: NGS   
 AW5576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5576+STABILITY: POSITION/ELEVATION WELL
 AW5576
 AW5576  HISTORY     - Date     Condition        Report By
 AW5576  HISTORY     - 1987     MONUMENTED       NGS
 AW5576  HISTORY     - 1990     GOOD             USPSQD
 AW5576  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW5576  HISTORY     - 19940604 MARK NOT FOUND   USPSQD
 AW5576
 AW5576                          STATION DESCRIPTION
 AW5576
 AW5576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5576'IN TEXAS CITY.
 AW5576'IN TEXAS CITY, AT 920 9TH AVENUE, NEAR THE CENTER OF THE WEST END OF
 AW5576'THE CONCRETE FOUNDATION OF THE MUNICIPAL WATER TANK, 89.2 M (292.7 FT)
 AW5576'WEST OF THE CENTERLINE OF 9TH STREET, 43.6 M (143.0 FT) NORTH OF THE
 AW5576'CENTERLINE OF 9TH AVENUE, AND 7.1 M (23.5 FT) NORTHEAST OF THE
 AW5576'NORTHEAST CORNER OF A CONCRETE BLOCK PUMP HOUSE.
 AW5576'THE MARK IS 0.3 M ABOVE THE AVENUE.
 AW5576
 AW5576                          STATION RECOVERY (1990)
 AW5576
 AW5576'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW5576'RECOVERED IN GOOD CONDITION.
 AW5576
 AW5576                          STATION RECOVERY (1994)
 AW5576
 AW5576'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5576'MARK NOT FOUND.
 AW5576
 AW5576                          STATION RECOVERY (1994)
 AW5576
 AW5576'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5653 ***********************************************************************
 AW5653  DESIGNATION -  D 1509
 AW5653  PID         -  AW5653
 AW5653  STATE/COUNTY-  TX/HARRIS
 AW5653  USGS QUAD   -  JACINTO CITY (1982)
 AW5653
 AW5653                         *CURRENT SURVEY CONTROL
 AW5653  ___________________________________________________________________
 AW5653* NAD 83(1986)-  29 46 40.     (N)    095 13 05.     (W)     SCALED    
 AW5653* NAVD 88     -         8.786  (meters)      28.83   (feet)  ADJUSTED  
 AW5653  ___________________________________________________________________
 AW5653  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW5653  DYNAMIC HT  -           8.774 (meters)      28.79  (feet)  COMP
 AW5653  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 AW5653
 AW5653  VERT ORDER  -  FIRST     CLASS II
 AW5653
 AW5653.The horizontal coordinates were scaled from a topographic map and have
 AW5653.an estimated accuracy of +/- 6 seconds.
 AW5653
 AW5653.The orthometric height was determined by differential leveling
 AW5653.and adjusted by the National Geodetic Survey in June 1991..
 AW5653
 AW5653.The geoid height was determined by GEOID03.
 AW5653
 AW5653.The dynamic height is computed by dividing the NAVD 88
 AW5653.geopotential number by the normal gravity value computed on the
 AW5653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5653.degrees latitude (g = 980.6199 gals.).
 AW5653
 AW5653.The modeled gravity was interpolated from observed gravity values.
 AW5653
 AW5653;                    North         East    Units  Estimated Accuracy
 AW5653;SPC TXSC     - 4,221,410.      965,610.      MT  (+/- 180 meters Scaled)
 AW5653
 AW5653                          SUPERSEDED SURVEY CONTROL
 AW5653
 AW5653  NGVD 29 (12/23/87)    8.784  (m)           28.82   (f) ADJUSTED    1 2
 AW5653
 AW5653.Superseded values are not recommended for survey control.
 AW5653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5653.See file dsdata.txt to determine how the superseded data were derived.
 AW5653
 AW5653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN855962(NAD 83)
 AW5653_MARKER: I = METAL ROD
 AW5653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5653_SP_SET: STAINLESS STEEL ROD
 AW5653_STAMPING: D 1509 1986
 AW5653_MARK LOGO: NGS   
 AW5653_PROJECTION: RECESSED 2 CENTIMETERS
 AW5653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW5653+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 AW5653_ROD/PIPE-DEPTH: 7.3  meters
 AW5653
 AW5653  HISTORY     - Date     Condition        Report By
 AW5653  HISTORY     - 1986     MONUMENTED       NGS
 AW5653  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW5653  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW5653  HISTORY     - 20031005 MARK NOT FOUND   USPSQD
 AW5653  HISTORY     - 20050512 GOOD             ENGLE
 AW5653
 AW5653                          STATION DESCRIPTION
 AW5653
 AW5653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5653'2.1 KM (1.3 MI) WEST FROM GREENS BAYOU.
 AW5653'1.9 KM (1.2 MI) WESTERLY ALONG MARKET STREET FROM THE MARKET STREET
 AW5653'BAPTIST CHURCH IN GREENS BAYOU, THENCE 0.2 KM (0.1 MI) NORTH ALONG
 AW5653'MAXEY ROAD, 26.3 M (86.3 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 AW5653'LANES OF THE ROAD, 25.0 M (82.0 FT) NORTH OF THE CENTER OF CHURCH
 AW5653'ROAD, 3.0 M (9.8 FT) SOUTH OF THE CENTER OF THE SOUTH BAY ENTRANCE TO
 AW5653'CITY OF HOUSTON FIRE STATION NUMBER 44, AND 1.2 M (3.9 FT)
 AW5653'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION.  NOTE--ACCESS
 AW5653'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5653'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 AW5653
 AW5653                          STATION RECOVERY (1994)
 AW5653
 AW5653'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5653'MARK NOT FOUND.
 AW5653
 AW5653                          STATION RECOVERY (1999)
 AW5653
 AW5653'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5653'MARK NOT FOUND.
 AW5653
 AW5653                          STATION RECOVERY (2003)
 AW5653
 AW5653'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5653'MARK NOT FOUND.
 AW5653
 AW5653                          STATION RECOVERY (2005)
 AW5653
 AW5653'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AW5653'WITNESS POST IS MISSING BUT MARK WAS RECOVERED UTILIZING DESCRIPTION
 AW5653'MADE BY NGS IN 1986.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5575 ***********************************************************************
 AW5575  DESIGNATION -  D 1510
 AW5575  PID         -  AW5575
 AW5575  STATE/COUNTY-  TX/HARRIS
 AW5575  USGS QUAD   -  ALDINE (1995)
 AW5575
 AW5575                         *CURRENT SURVEY CONTROL
 AW5575  ___________________________________________________________________
 AW5575* NAD 83(1986)-  29 58 48.     (N)    095 23 30.     (W)     SCALED    
 AW5575* NAVD 88     -        29.874  (meters)      98.01   (feet)  ADJUSTED  
 AW5575  ___________________________________________________________________
 AW5575  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW5575  DYNAMIC HT  -          29.834 (meters)      97.88  (feet)  COMP
 AW5575  MODELED GRAV-     979,297.4   (mgal)                       NAVD 88
 AW5575
 AW5575  VERT ORDER  -  FIRST     CLASS II
 AW5575
 AW5575.The horizontal coordinates were scaled from a topographic map and have
 AW5575.an estimated accuracy of +/- 6 seconds.
 AW5575
 AW5575.The orthometric height was determined by differential leveling
 AW5575.and adjusted by the National Geodetic Survey in September 1996..
 AW5575
 AW5575.The geoid height was determined by GEOID03.
 AW5575
 AW5575.The dynamic height is computed by dividing the NAVD 88
 AW5575.geopotential number by the normal gravity value computed on the
 AW5575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5575.degrees latitude (g = 980.6199 gals.).
 AW5575
 AW5575.The modeled gravity was interpolated from observed gravity values.
 AW5575
 AW5575;                    North         East    Units  Estimated Accuracy
 AW5575;SPC TXSC     - 4,243,280.      948,140.      MT  (+/- 180 meters Scaled)
 AW5575
 AW5575                          SUPERSEDED SURVEY CONTROL
 AW5575
 AW5575  NAVD 88 (06/15/91)   30.067  (m)           98.64   (f) UNKNOWN     1 2
 AW5575  NGVD 29 (12/23/87)   30.065  (m)           98.64   (f) ADJUSTED    1 2
 AW5575
 AW5575.Superseded values are not recommended for survey control.
 AW5575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5575.See file dsdata.txt to determine how the superseded data were derived.
 AW5575
 AW5575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP692189(NAD 83)
 AW5575_MARKER: I = METAL ROD
 AW5575_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5575_SP_SET: STAINLESS STEEL ROD
 AW5575_STAMPING: D 1510 1987
 AW5575_MARK LOGO: NGS   
 AW5575_PROJECTION: FLUSH
 AW5575_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5575+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW5575_ROD/PIPE-DEPTH: 11.9 meters
 AW5575
 AW5575  HISTORY     - Date     Condition        Report By
 AW5575  HISTORY     - 1987     MONUMENTED       NGS
 AW5575  HISTORY     - 19951007 GOOD             CHANCE
 AW5575  HISTORY     - 20040927 GOOD             USPSQD
 AW5575
 AW5575                          STATION DESCRIPTION
 AW5575
 AW5575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5575'11.1 KM (6.9 MI) SOUTH FROM SPRING.
 AW5575'11.1 KM (6.9 MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AW5575'ITS JUNCTION WITH SPRING SCHOOL ROAD IN SPRING, 0.4 KM (0.25 MI) NORTH
 AW5575'OF THE INTERSECTION OF FARRELL ROAD, 32.8 M (107.6 FT) EAST OF THE
 AW5575'NEAR RAIL, 10.9 M (35.8 FT) EAST OF THE CENTERLINE OF HARDY ROAD, 6.5
 AW5575'M (21.3 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO A RESIDENCE
 AW5575'AT 18014 HARDY ROAD, AND 0.6 M (2.0 FT) SOUTH OF A FENCE CORNER.
 AW5575'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5575'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 AW5575'THE MARK IS 0.4 M BELOW HARDY ROAD.
 AW5575
 AW5575                          STATION RECOVERY (1995)
 AW5575
 AW5575'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5575'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 AW5575'THE WITNESS POST HAS BEEN DESTROYED.  ADDITIONAL TIES FOLLOW.  25.5 FT
 AW5575'(7.8 M) WEST OF A BILLBOARD SUPPORT POLE.  53.5 FT (16.3 M) SOUTH OF A
 AW5575'UTILITY POLE WITH A TRANSFORMER.  25 FT (7.6 M) EAST OF THE EAST EDGE
 AW5575'OF OLD HARDY ROAD.  11 FT (3.4 M) NORTHEAST OF A STORM DRAIN. 56 FT
 AW5575'(17.1 M) SOUTHWEST OF A WOODEN POST AT A FENCE CORNER.
 AW5575
 AW5575                          STATION RECOVERY (2004)
 AW5575
 AW5575'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5645 ***********************************************************************
 AW5645  DESIGNATION -  D 1511
 AW5645  PID         -  AW5645
 AW5645  STATE/COUNTY-  TX/HARRIS
 AW5645  USGS QUAD   -  SETTEGAST (1995)
 AW5645
 AW5645                         *CURRENT SURVEY CONTROL
 AW5645  ___________________________________________________________________
 AW5645* NAD 83(1986)-  29 51 32.     (N)    095 15 43.     (W)     SCALED    
 AW5645* NAVD 88     -        15.415  (meters)      50.57   (feet)  ADJUSTED  
 AW5645  ___________________________________________________________________
 AW5645  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW5645  DYNAMIC HT  -          15.394 (meters)      50.51  (feet)  COMP
 AW5645  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 AW5645
 AW5645  VERT ORDER  -  FIRST     CLASS II
 AW5645
 AW5645.The horizontal coordinates were scaled from a topographic map and have
 AW5645.an estimated accuracy of +/- 6 seconds.
 AW5645
 AW5645.The orthometric height was determined by differential leveling
 AW5645.and adjusted by the National Geodetic Survey in June 1991..
 AW5645
 AW5645.The geoid height was determined by GEOID03.
 AW5645
 AW5645.The dynamic height is computed by dividing the NAVD 88
 AW5645.geopotential number by the normal gravity value computed on the
 AW5645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5645.degrees latitude (g = 980.6199 gals.).
 AW5645
 AW5645.The modeled gravity was interpolated from observed gravity values.
 AW5645
 AW5645;                    North         East    Units  Estimated Accuracy
 AW5645;SPC TXSC     - 4,230,260.      961,080.      MT  (+/- 180 meters Scaled)
 AW5645
 AW5645                          SUPERSEDED SURVEY CONTROL
 AW5645
 AW5645  NGVD 29 (12/23/87)   15.413  (m)           50.57   (f) ADJUSTED    1 2
 AW5645
 AW5645.Superseded values are not recommended for survey control.
 AW5645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5645.See file dsdata.txt to determine how the superseded data were derived.
 AW5645
 AW5645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP815052(NAD 83)
 AW5645_MARKER: I = METAL ROD
 AW5645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5645_SP_SET: STAINLESS STEEL ROD
 AW5645_STAMPING: D 1511 1987
 AW5645_MARK LOGO: NGS   
 AW5645_PROJECTION: FLUSH
 AW5645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5645_ROD/PIPE-DEPTH: 6.1  meters
 AW5645
 AW5645  HISTORY     - Date     Condition        Report By
 AW5645  HISTORY     - 1987     MONUMENTED       NGS
 AW5645
 AW5645                          STATION DESCRIPTION
 AW5645
 AW5645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5645'IN HOUSTON.
 AW5645'IN HOUSTON, AT THE INTERSECTION OF MESA AND KENTSHIRE DRIVES, 47.2 M
 AW5645'(154.9 FT) EAST OF THE CENTERLINE OF MESA DRIVE, 10.5 M (34.4 FT) EAST
 AW5645'OF THE CENTER OF A DRIVEWAY LEADING TO THE J AND S FOOD MART, 8.7 M
 AW5645'(28.5 FT) NORTH OF THE CENTER OF KENTSHIRE DRIVE, 1.1 M (3.6 FT)
 AW5645'NORTHWEST OF A FENCE CORNER, 0.7 M (2.3 FT) WEST OF A FENCE, AND 0.3 M
 AW5645'(1.0 FT) SOUTH OF THE SOUTH EDGE OF A PARKING LOT.  NOTE--ACCESS TO
 AW5645'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5645'THE MARK IS ABOVE LEVEL WITH KENTSHIRE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2022 ***********************************************************************
 BL2022  DESIGNATION -  D 1512
 BL2022  PID         -  BL2022
 BL2022  STATE/COUNTY-  TX/HARRIS
 BL2022  USGS QUAD   -  MAEDAN (1982)
 BL2022
 BL2022                         *CURRENT SURVEY CONTROL
 BL2022  ___________________________________________________________________
 BL2022* NAD 83(1986)-  30 00 15.     (N)    095 18 38.     (W)     SCALED    
 BL2022* NAVD 88     -        27.231  (meters)      89.34   (feet)  ADJUSTED  
 BL2022  ___________________________________________________________________
 BL2022  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL2022  DYNAMIC HT  -          27.194 (meters)      89.22  (feet)  COMP
 BL2022  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 BL2022
 BL2022  VERT ORDER  -  FIRST     CLASS II
 BL2022
 BL2022.The horizontal coordinates were scaled from a topographic map and have
 BL2022.an estimated accuracy of +/- 6 seconds.
 BL2022
 BL2022.The orthometric height was determined by differential leveling
 BL2022.and adjusted by the National Geodetic Survey in June 1991..
 BL2022
 BL2022.The geoid height was determined by GEOID03.
 BL2022
 BL2022.The dynamic height is computed by dividing the NAVD 88
 BL2022.geopotential number by the normal gravity value computed on the
 BL2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2022.degrees latitude (g = 980.6199 gals.).
 BL2022
 BL2022.The modeled gravity was interpolated from observed gravity values.
 BL2022
 BL2022;                    North         East    Units  Estimated Accuracy
 BL2022;SPC TXSC     - 4,246,210.      955,880.      MT  (+/- 180 meters Scaled)
 BL2022
 BL2022                          SUPERSEDED SURVEY CONTROL
 BL2022
 BL2022  NGVD 29 (12/23/87)   27.229  (m)           89.33   (f) ADJUSTED    1 2
 BL2022
 BL2022.Superseded values are not recommended for survey control.
 BL2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2022.See file dsdata.txt to determine how the superseded data were derived.
 BL2022
 BL2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP771214(NAD 83)
 BL2022_MARKER: I = METAL ROD
 BL2022_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2022_SP_SET: STAINLESS STEEL ROD
 BL2022_STAMPING: D 1512 1987
 BL2022_MARK LOGO: NGS   
 BL2022_PROJECTION: FLUSH
 BL2022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2022+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL2022_ROD/PIPE-DEPTH: 7.0  meters
 BL2022
 BL2022  HISTORY     - Date     Condition        Report By
 BL2022  HISTORY     - 1987     MONUMENTED       NGS
 BL2022  HISTORY     - 19960615 GOOD             USPSQD
 BL2022  HISTORY     - 20040316 GOOD             USPSQD
 BL2022
 BL2022                          STATION DESCRIPTION
 BL2022
 BL2022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2022'4.1 KM (2.55 MI) WEST FROM HUMBLE.
 BL2022'4.1 KM (2.55 MI) WESTERLY ALONG FARM ROAD 1960 BUSINESS FROM ITS
 BL2022'JUNCTION WITH U.S. HIGHWAY 59 IN HUMBLE, 30.0 M (98.4 FT) WEST OF THE
 BL2022'CENTER OF A PAVED FIELD ENTRANCE, 14.6 M (47.9 FT) NORTH OF THE
 BL2022'CENTERLINE THE WEST BOUND LANES OF THE ROAD, 1.1 M (3.6 FT) EAST OF A
 BL2022'UTILITY POLE, AND 0.9 M (3.0 FT) SOUTHEAST OF A FENCE CORNER.
 BL2022'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2022'THE MARK IS 0.9 METERS  W FROM  A WITNESS POST
 BL2022'THE MARK IS 0.3 M ABOVE THE ROAD.
 BL2022
 BL2022                          STATION RECOVERY (1996)
 BL2022
 BL2022'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2022'RECOVERED IN GOOD CONDITION.
 BL2022
 BL2022                          STATION RECOVERY (2004)
 BL2022
 BL2022'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2013 ***********************************************************************
 BL2013  DESIGNATION -  D 1513
 BL2013  PID         -  BL2013
 BL2013  STATE/COUNTY-  TX/MONTGOMERY
 BL2013  USGS QUAD   -  CONROE (1976)
 BL2013
 BL2013                         *CURRENT SURVEY CONTROL
 BL2013  ___________________________________________________________________
 BL2013* NAD 83(1986)-  30 20 36.     (N)    095 27 28.     (W)     SCALED    
 BL2013* NAVD 88     -        73.190  (meters)     240.12   (feet)  ADJUSTED  
 BL2013  ___________________________________________________________________
 BL2013  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL2013  DYNAMIC HT  -          73.092 (meters)     239.80  (feet)  COMP
 BL2013  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 BL2013
 BL2013  VERT ORDER  -  FIRST     CLASS I
 BL2013
 BL2013.The horizontal coordinates were scaled from a topographic map and have
 BL2013.an estimated accuracy of +/- 6 seconds.
 BL2013
 BL2013.The orthometric height was determined by differential leveling
 BL2013.and adjusted by the National Geodetic Survey in June 1991..
 BL2013
 BL2013.The geoid height was determined by GEOID03.
 BL2013
 BL2013.The dynamic height is computed by dividing the NAVD 88
 BL2013.geopotential number by the normal gravity value computed on the
 BL2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2013.degrees latitude (g = 980.6199 gals.).
 BL2013
 BL2013.The modeled gravity was interpolated from observed gravity values.
 BL2013
 BL2013;                    North         East    Units  Estimated Accuracy
 BL2013;SPC TX C     - 3,085,280.    1,168,620.      MT  (+/- 180 meters Scaled)
 BL2013
 BL2013                          SUPERSEDED SURVEY CONTROL
 BL2013
 BL2013  NGVD 29 (12/23/87)   73.193  (m)          240.13   (f) ADJUSTED    1 1
 BL2013
 BL2013.Superseded values are not recommended for survey control.
 BL2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2013.See file dsdata.txt to determine how the superseded data were derived.
 BL2013
 BL2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP637593(NAD 83)
 BL2013_MARKER: I = METAL ROD
 BL2013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2013_SP_SET: STAINLESS STEEL ROD
 BL2013_STAMPING: D 1513 1987
 BL2013_MARK LOGO: NGS   
 BL2013_PROJECTION: FLUSH
 BL2013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2013_ROD/PIPE-DEPTH: 8.2  meters
 BL2013
 BL2013  HISTORY     - Date     Condition        Report By
 BL2013  HISTORY     - 1987     MONUMENTED       NGS
 BL2013
 BL2013                          STATION DESCRIPTION
 BL2013
 BL2013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2013'3.7 KM (2.30 MI) NORTH FROM CONROE.
 BL2013'3.7 KM (2.30 MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BL2013'ITS JUNCTION WITH AVENUE A IN CONROE, 40.0 M (131.2 FT) SOUTH OF A
 BL2013'T-FENCE CORNER, 21.3 M (69.9 FT) EAST OF THE NEAR RAIL, 20.4 M (66.9
 BL2013'FT) NORTH OF A NORTHWEST GATE POST, AND 18.0 M (59.1 FT) NORTH OF THE
 BL2013'EXTENDED CENTER OF A DIRT ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 BL2013'THROUGH A 5-INCH LOGO CAP.
 BL2013'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST AND FENCE
 BL2013'THE MARK IS 0.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2564 ***********************************************************************
 AX2564  DESIGNATION -  D 1515
 AX2564  PID         -  AX2564
 AX2564  STATE/COUNTY-  TX/WHARTON
 AX2564  USGS QUAD   -  EL CAMPO (1981)
 AX2564
 AX2564                         *CURRENT SURVEY CONTROL
 AX2564  ___________________________________________________________________
 AX2564* NAD 83(1986)-  29 09 22.     (N)    096 20 01.     (W)     SCALED    
 AX2564* NAVD 88     -        28.769  (meters)      94.39   (feet)  ADJUSTED  
 AX2564  ___________________________________________________________________
 AX2564  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX2564  DYNAMIC HT  -          28.728 (meters)      94.25  (feet)  COMP
 AX2564  MODELED GRAV-     979,231.8   (mgal)                       NAVD 88
 AX2564
 AX2564  VERT ORDER  -  FIRST     CLASS I
 AX2564
 AX2564.The horizontal coordinates were scaled from a topographic map and have
 AX2564.an estimated accuracy of +/- 6 seconds.
 AX2564
 AX2564.The orthometric height was determined by differential leveling
 AX2564.and adjusted by the National Geodetic Survey in June 1991..
 AX2564
 AX2564.The geoid height was determined by GEOID03.
 AX2564
 AX2564.The dynamic height is computed by dividing the NAVD 88
 AX2564.geopotential number by the normal gravity value computed on the
 AX2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2564.degrees latitude (g = 980.6199 gals.).
 AX2564
 AX2564.The modeled gravity was interpolated from observed gravity values.
 AX2564
 AX2564;                    North         East    Units  Estimated Accuracy
 AX2564;SPC TXSC     - 4,149,560.      859,360.      MT  (+/- 180 meters Scaled)
 AX2564
 AX2564                          SUPERSEDED SURVEY CONTROL
 AX2564
 AX2564  NGVD 29 (12/23/87)   28.775  (m)           94.41   (f) ADJUSTED    1 1
 AX2564
 AX2564.Superseded values are not recommended for survey control.
 AX2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2564.See file dsdata.txt to determine how the superseded data were derived.
 AX2564
 AX2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT593282(NAD 83)
 AX2564_MARKER: I = METAL ROD
 AX2564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2564_SP_SET: STAINLESS STEEL ROD
 AX2564_STAMPING: D 1515 1987
 AX2564_MARK LOGO: NGS   
 AX2564_PROJECTION: FLUSH
 AX2564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2564_ROD/PIPE-DEPTH: 9.7  meters
 AX2564
 AX2564  HISTORY     - Date     Condition        Report By
 AX2564  HISTORY     - 1987     MONUMENTED       NGS
 AX2564  HISTORY     - 1990     GOOD             USPSQD
 AX2564
 AX2564                          STATION DESCRIPTION
 AX2564
 AX2564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2564'7.7 KM (4.8 MI) SW FROM EL CAMPO.
 AX2564'4.89 KM (3.04 MI) SOUTHWEST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION
 AX2564'OF STATE HIGHWAY 71 IN EL CAMPO, THENCE 2.79 KM (1.73 MI) SOUTHWEST
 AX2564'ALONG US HIGHWAY 59, 37.5 METERS (123 FT) NORTHWEST OF THE CENTERLINE
 AX2564'OF HIGHWAY 59 SOUTHBOUND, 23.4 METERS (77.0 FT) EAST OF THE CENTERLINE
 AX2564'OF COUNTY ROAD 357, 25.3 METERS (83.0 FT) SOUTH OF THE CENTER OF A
 AX2564'DRIVEWAY TO PRASEKS HILLJE SMOKEHOUSE AND SERVICE STATION, 8.8 METERS
 AX2564'(29.0 FT) WEST OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A
 AX2564'TRIPLE-BOX CULVERT, 0.6 METER (2.0 FT) NORTHEAST OF A POWER POLE.
 AX2564'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2564'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST
 AX2564'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AX2564
 AX2564                          STATION RECOVERY (1990)
 AX2564
 AX2564'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX2564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3136 ***********************************************************************
 AA3136  DESIGNATION -  D 1516
 AA3136  PID         -  AA3136
 AA3136  STATE/COUNTY-  TX/TARRANT
 AA3136  USGS QUAD   -  EULESS (1981)
 AA3136
 AA3136                         *CURRENT SURVEY CONTROL
 AA3136  ___________________________________________________________________
 AA3136* NAD 83(1986)-  32 49 20.     (N)    097 03 41.     (W)     SCALED    
 AA3136* NAVD 88     -       148.174  (meters)     486.13   (feet)  ADJUSTED  
 AA3136  ___________________________________________________________________
 AA3136  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AA3136  DYNAMIC HT  -         148.003 (meters)     485.57  (feet)  COMP
 AA3136  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 AA3136
 AA3136  VERT ORDER  -  FIRST     CLASS II
 AA3136
 AA3136.The horizontal coordinates were scaled from a topographic map and have
 AA3136.an estimated accuracy of +/- 6 seconds.
 AA3136
 AA3136.The orthometric height was determined by differential leveling
 AA3136.and adjusted by the National Geodetic Survey in April 2001..
 AA3136
 AA3136.The geoid height was determined by GEOID03.
 AA3136
 AA3136.The dynamic height is computed by dividing the NAVD 88
 AA3136.geopotential number by the normal gravity value computed on the
 AA3136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3136.degrees latitude (g = 980.6199 gals.).
 AA3136
 AA3136.The modeled gravity was interpolated from observed gravity values.
 AA3136
 AA3136;                    North         East    Units  Estimated Accuracy
 AA3136;SPC TXNC     - 2,129,060.      734,690.      MT  (+/- 180 meters Scaled)
 AA3136
 AA3136                          SUPERSEDED SURVEY CONTROL
 AA3136
 AA3136.No superseded survey control is available for this station.
 AA3136
 AA3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB814332(NAD 83)
 AA3136_MARKER: DV = VERTICAL CONTROL DISK
 AA3136_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AA3136_SP_SET: PIER
 AA3136_STAMPING: D 1516 1994
 AA3136_MARK LOGO: NGS   
 AA3136_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3136+STABILITY: POSITION/ELEVATION WELL
 AA3136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3136+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2002
 AA3136
 AA3136  HISTORY     - Date     Condition        Report By
 AA3136  HISTORY     - 1994     MONUMENTED       NGS
 AA3136  HISTORY     - 20021123 GOOD             GEOCAC
 AA3136
 AA3136                          STATION DESCRIPTION
 AA3136
 AA3136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3136'IN FORT WORTH, AT THE INTERSECTION OF TRINITY BOULEVARD AND STATE
 AA3136'HIGHWAY 360, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY OF 4
 AA3136'CONCRETE COLUMNS OF THE 1ST PIER SOUTH OF THE NORTH ABUTMENT OF THE
 AA3136'SOUTHBOUND HIGHWAY OVERPASS OF THE BOULEVARD, 8.7 M (28.5 FT) NORTH OF
 AA3136'THE CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, 7.7 M (25.3 FT)
 AA3136'WEST OF THE CENTER OF THE HIGHWAY, AND 1.5 M (4.9 FT) ABOVE THE LEVEL
 AA3136'OF THE BOULEVARD.
 AA3136
 AA3136                          STATION RECOVERY (2002)
 AA3136
 AA3136'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 AA3136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0743 ***********************************************************************
 CE0743  DESIGNATION -  D 1517
 CE0743  PID         -  CE0743
 CE0743  STATE/COUNTY-  TX/EL PASO
 CE0743  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0743
 CE0743                         *CURRENT SURVEY CONTROL
 CE0743  ___________________________________________________________________
 CE0743* NAD 83(1986)-  31 49 16.     (N)    106 09 28.     (W)     SCALED    
 CE0743* NAVD 88     -      1241.454  (meters)    4073.00   (feet)  ADJUSTED  
 CE0743  ___________________________________________________________________
 CE0743  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CE0743  DYNAMIC HT  -        1239.572 (meters)    4066.83  (feet)  COMP
 CE0743  MODELED GRAV-     979,081.1   (mgal)                       NAVD 88
 CE0743
 CE0743  VERT ORDER  -  FIRST     CLASS I
 CE0743
 CE0743.The horizontal coordinates were scaled from a topographic map and have
 CE0743.an estimated accuracy of +/- 6 seconds.
 CE0743
 CE0743.The orthometric height was determined by differential leveling
 CE0743.and adjusted by the National Geodetic Survey in November 1996..
 CE0743
 CE0743.The geoid height was determined by GEOID03.
 CE0743
 CE0743.The dynamic height is computed by dividing the NAVD 88
 CE0743.geopotential number by the normal gravity value computed on the
 CE0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0743.degrees latitude (g = 980.6199 gals.).
 CE0743
 CE0743.The modeled gravity was interpolated from observed gravity values.
 CE0743
 CE0743;                    North         East    Units  Estimated Accuracy
 CE0743;SPC TX C     - 3,253,270.      148,830.      MT  (+/- 180 meters Scaled)
 CE0743
 CE0743                          SUPERSEDED SURVEY CONTROL
 CE0743
 CE0743.No superseded survey control is available for this station.
 CE0743
 CE0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR904211(NAD 83)
 CE0743_MARKER: I = METAL ROD
 CE0743_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0743_SP_SET: STAINLESS STEEL ROD
 CE0743_STAMPING: D 1517 1992
 CE0743_MARK LOGO: NGS   
 CE0743_PROJECTION: FLUSH
 CE0743_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0743+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CE0743_ROD/PIPE-DEPTH: 3.1  meters
 CE0743
 CE0743  HISTORY     - Date     Condition        Report By
 CE0743  HISTORY     - 1992     MONUMENTED       NGS
 CE0743
 CE0743                          STATION DESCRIPTION
 CE0743
 CE0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CE0743'25.7 KM (15.95 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0743'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 18.0 M (59.1 FT) NORTH
 CE0743'OF THE HIGHWAY CENTERLINE, 12.2 M (40.0 FT) WEST OF AND LEVEL WITH
 CE0743'THE CENTER OF O SHEA ROAD, 0.7 M (2.3 FT) WEST-NORTHWEST OF THE
 CE0743'NORTHEAST CORNER OF A CONCRETE SLAB SUPPORTING 14 MAIL BOXES, 0.3 M
 CE0743'(1.0 FT) NORTH OF THE NORTH EDGE OF THE SLAB, AND 0.3 M (1.0 FT)
 CE0743'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 CE0743'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8451 ***********************************************************************
 AC8451  DESIGNATION -  D 1518
 AC8451  PID         -  AC8451
 AC8451  STATE/COUNTY-  TX/NUECES
 AC8451  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8451
 AC8451                         *CURRENT SURVEY CONTROL
 AC8451  ___________________________________________________________________
 AC8451* NAD 83(1986)-  27 38 01.     (N)    097 12 12.     (W)     SCALED    
 AC8451* NAVD 88     -         1.950  (meters)       6.40   (feet)  ADJUSTED  
 AC8451  ___________________________________________________________________
 AC8451  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AC8451  DYNAMIC HT  -           1.947 (meters)       6.39  (feet)  COMP
 AC8451  MODELED GRAV-     979,128.3   (mgal)                       NAVD 88
 AC8451
 AC8451  VERT ORDER  -  FIRST     CLASS II
 AC8451
 AC8451.The horizontal coordinates were scaled from a topographic map and have
 AC8451.an estimated accuracy of +/- 6 seconds.
 AC8451
 AC8451.The orthometric height was determined by differential leveling
 AC8451.and adjusted by the National Geodetic Survey in December 1997..
 AC8451
 AC8451.The geoid height was determined by GEOID03.
 AC8451
 AC8451.The dynamic height is computed by dividing the NAVD 88
 AC8451.geopotential number by the normal gravity value computed on the
 AC8451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8451.degrees latitude (g = 980.6199 gals.).
 AC8451
 AC8451.The modeled gravity was interpolated from observed gravity values.
 AC8451
 AC8451;                    North         East    Units  Estimated Accuracy
 AC8451;SPC TX S     - 5,218,580.      427,960.      MT  (+/- 180 meters Scaled)
 AC8451
 AC8451                          SUPERSEDED SURVEY CONTROL
 AC8451
 AC8451.No superseded survey control is available for this station.
 AC8451
 AC8451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR772579(NAD 83)
 AC8451_MARKER: DV = VERTICAL CONTROL DISK
 AC8451_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8451_SP_SET: BRIDGE ABUTMENT
 AC8451_STAMPING: D 1518 1996
 AC8451_MARK LOGO: NGS   
 AC8451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8451+STABILITY: POSITION/ELEVATION WELL
 AC8451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8451+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8451
 AC8451  HISTORY     - Date     Condition        Report By
 AC8451  HISTORY     - 1996     MONUMENTED       NGS
 AC8451  HISTORY     - 20050820 GOOD             USPSQD
 AC8451
 AC8451                          STATION DESCRIPTION
 AC8451
 AC8451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8451'25.6 KM (15.90 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY
 AC8451'361 FROM THE POST OFFICE IN PORT ARANSAS, IN TOP OF AND 1.0 M (3.3 FT)
 AC8451'WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY
 AC8451'BRIDGE SPANNING NEWPORT PASS, 8.0 M (26.2 FT) EAST OF THE HIGHWAY
 AC8451'CENTERLINE, 2.2 M (7.2 FT) SOUTHWEST OF A WITNESS POST, 0.7 M (2.3 FT)
 AC8451'WEST OF THE WEST BRIDGE RAIL, AND 0.1 M (0.3 FT) BELOW THE LEVEL OF
 AC8451'THE HIGHWAY.
 AC8451
 AC8451                          STATION RECOVERY (2005)
 AC8451
 AC8451'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8412 ***********************************************************************
 AC8412  DESIGNATION -  D 1519
 AC8412  PID         -  AC8412
 AC8412  STATE/COUNTY-  TX/SAN PATRICIO
 AC8412  USGS QUAD   -  TAFT (1975)
 AC8412
 AC8412                         *CURRENT SURVEY CONTROL
 AC8412  ___________________________________________________________________
 AC8412* NAD 83(1986)-  27 58 10.     (N)    097 22 48.     (W)     SCALED    
 AC8412* NAVD 88     -        12.888  (meters)      42.28   (feet)  ADJUSTED  
 AC8412  ___________________________________________________________________
 AC8412  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AC8412  DYNAMIC HT  -          12.868 (meters)      42.22  (feet)  COMP
 AC8412  MODELED GRAV-     979,135.5   (mgal)                       NAVD 88
 AC8412
 AC8412  VERT ORDER  -  FIRST     CLASS II
 AC8412
 AC8412.The horizontal coordinates were scaled from a topographic map and have
 AC8412.an estimated accuracy of +/- 6 seconds.
 AC8412
 AC8412.The orthometric height was determined by differential leveling
 AC8412.and adjusted by the National Geodetic Survey in December 1997..
 AC8412
 AC8412.The geoid height was determined by GEOID03.
 AC8412
 AC8412.The dynamic height is computed by dividing the NAVD 88
 AC8412.geopotential number by the normal gravity value computed on the
 AC8412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8412.degrees latitude (g = 980.6199 gals.).
 AC8412
 AC8412.The modeled gravity was interpolated from observed gravity values.
 AC8412
 AC8412;                    North         East    Units  Estimated Accuracy
 AC8412;SPC TX S     - 5,255,630.      410,200.      MT  (+/- 180 meters Scaled)
 AC8412
 AC8412                          SUPERSEDED SURVEY CONTROL
 AC8412
 AC8412.No superseded survey control is available for this station.
 AC8412
 AC8412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR593948(NAD 83)
 AC8412_MARKER: I = METAL ROD
 AC8412_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8412_STAMPING: D 1519 1996
 AC8412_MARK LOGO: NGS   
 AC8412_PROJECTION: FLUSH
 AC8412_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8412+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8412_ROD/PIPE-DEPTH: 6.0  meters
 AC8412_SLEEVE-DEPTH  : 0.9 meters
 AC8412
 AC8412  HISTORY     - Date     Condition        Report By
 AC8412  HISTORY     - 1996     MONUMENTED       NGS
 AC8412
 AC8412                          STATION DESCRIPTION
 AC8412
 AC8412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8412'10.2 KM (6.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 361 AND U.S.
 AC8412'HIGHWAY 181 FROM THE POST OFFICE IN GREGORY, 17.9 M (58.7 FT)
 AC8412'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 AC8412'15.5 M (50.9 FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 AC8412'RAILROAD, 9.3 M (30.5 FT) SOUTH OF THE CENTER OF A HIGH LINE CROSSING,
 AC8412'0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST, AND 0.6 M (2.0 FT) BELOW
 AC8412'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AC8412'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AC8412'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8494 ***********************************************************************
 AC8494  DESIGNATION -  D 1520
 AC8494  PID         -  AC8494
 AC8494  STATE/COUNTY-  TX/NUECES
 AC8494  USGS QUAD   -  OSO CREEK NE (1975)
 AC8494
 AC8494                         *CURRENT SURVEY CONTROL
 AC8494  ___________________________________________________________________
 AC8494* NAD 83(1986)-  27 42 28.     (N)    097 22 11.     (W)     SCALED    
 AC8494* NAVD 88     -        13.194  (meters)      43.29   (feet)  ADJUSTED  
 AC8494  ___________________________________________________________________
 AC8494  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AC8494  DYNAMIC HT  -          13.174 (meters)      43.22  (feet)  COMP
 AC8494  MODELED GRAV-     979,126.3   (mgal)                       NAVD 88
 AC8494
 AC8494  VERT ORDER  -  FIRST     CLASS II
 AC8494
 AC8494.The horizontal coordinates were scaled from a topographic map and have
 AC8494.an estimated accuracy of +/- 6 seconds.
 AC8494
 AC8494.The orthometric height was determined by differential leveling
 AC8494.and adjusted by the National Geodetic Survey in December 1997..
 AC8494
 AC8494.The geoid height was determined by GEOID03.
 AC8494
 AC8494.The dynamic height is computed by dividing the NAVD 88
 AC8494.geopotential number by the normal gravity value computed on the
 AC8494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8494.degrees latitude (g = 980.6199 gals.).
 AC8494
 AC8494.The modeled gravity was interpolated from observed gravity values.
 AC8494
 AC8494;                    North         East    Units  Estimated Accuracy
 AC8494;SPC TX S     - 5,226,640.      411,470.      MT  (+/- 180 meters Scaled)
 AC8494
 AC8494                          SUPERSEDED SURVEY CONTROL
 AC8494
 AC8494.No superseded survey control is available for this station.
 AC8494
 AC8494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR607658(NAD 83)
 AC8494_MARKER: DD = SURVEY DISK
 AC8494_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8494_SP_SET: OVERPASS ABUTMENT
 AC8494_STAMPING: D 1520 40.011
 AC8494_MARK LOGO: TXHD  
 AC8494_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8494+STABILITY: POSITION/ELEVATION WELL
 AC8494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8494+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8494
 AC8494  HISTORY     - Date     Condition        Report By
 AC8494  HISTORY     - UNK      MONUMENTED       TXHD
 AC8494  HISTORY     - 19970209 GOOD             NGS
 AC8494  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 AC8494
 AC8494                          STATION DESCRIPTION
 AC8494
 AC8494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8494'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 358 AND
 AC8494'STAPLES STREET, IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST OF THE
 AC8494'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY
 AC8494'OVERPASS OF THE STREET, 36.1 M (118.4 FT) SOUTHEAST OF THE STREET
 AC8494'CENTER, AND 9.2 M (30.2 FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF
 AC8494'THE WESTBOUND LANES OF THE HIGHWAY.
 AC8494
 AC8494                          STATION RECOVERY (2002)
 AC8494
 AC8494'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AC8494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6981 ***********************************************************************
 AE6981  DESIGNATION -  D 1521
 AE6981  PID         -  AE6981
 AE6981  STATE/COUNTY-  TX/ANDERSON
 AE6981  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 AE6981
 AE6981                         *CURRENT SURVEY CONTROL
 AE6981  ___________________________________________________________________
 AE6981* NAD 83(1986)-  31 46 14.     (N)    095 39 25.     (W)     SCALED    
 AE6981* NAVD 88     -       154.177  (meters)     505.83   (feet)  ADJUSTED  
 AE6981  ___________________________________________________________________
 AE6981  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AE6981  DYNAMIC HT  -         153.989 (meters)     505.21  (feet)  COMP
 AE6981  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 AE6981
 AE6981  VERT ORDER  -  FIRST     CLASS II
 AE6981
 AE6981.The horizontal coordinates were scaled from a topographic map and have
 AE6981.an estimated accuracy of +/- 6 seconds.
 AE6981
 AE6981.The orthometric height was determined by differential leveling
 AE6981.and adjusted by the National Geodetic Survey in July 2002..
 AE6981
 AE6981.The geoid height was determined by GEOID03.
 AE6981
 AE6981.The dynamic height is computed by dividing the NAVD 88
 AE6981.geopotential number by the normal gravity value computed on the
 AE6981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6981.degrees latitude (g = 980.6199 gals.).
 AE6981
 AE6981.The modeled gravity was interpolated from observed gravity values.
 AE6981
 AE6981;                    North         East    Units  Estimated Accuracy
 AE6981;SPC TX C     - 3,242,550.    1,142,840.      MT  (+/- 180 meters Scaled)
 AE6981
 AE6981                          SUPERSEDED SURVEY CONTROL
 AE6981
 AE6981.No superseded survey control is available for this station.
 AE6981
 AE6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR483180(NAD 83)
 AE6981_MARKER: DV = VERTICAL CONTROL DISK
 AE6981_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE6981_SP_SET: ABUTMENT
 AE6981_STAMPING: D 1521 1997
 AE6981_MARK LOGO: NGS   
 AE6981_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6981+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6981
 AE6981  HISTORY     - Date     Condition        Report By
 AE6981  HISTORY     - 1997     MONUMENTED       NGS
 AE6981  HISTORY     - 20020824 GOOD             USPSQD
 AE6981
 AE6981                          STATION DESCRIPTION
 AE6981
 AE6981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6981'1.2 KM (0.75 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 287 FROM THE
 AE6981'JUNCTION OF U.S.  HIGHWAY 79 IN PALESTINE, IN TOP OF AND 0.8 M (2.6
 AE6981'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT
 AE6981'OF THE LOOP 256 OVERPASS OF THE HIGHWAY, 34.2 M (112.2 FT) SOUTHWEST
 AE6981'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 6.5 M
 AE6981'(21.3 FT) SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND
 AE6981'LANES OF LOOP 256.
 AE6981
 AE6981                          STATION RECOVERY (2002)
 AE6981
 AE6981'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 AE6981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0137 ***********************************************************************
 CS0137  DESIGNATION -  D 153
 CS0137  PID         -  CS0137
 CS0137  STATE/COUNTY-  TX/HUNT
 CS0137  USGS QUAD   -  QUINLAN (1979)
 CS0137
 CS0137                         *CURRENT SURVEY CONTROL
 CS0137  ___________________________________________________________________
 CS0137* NAD 83(1986)-  32 53 48.     (N)    096 08 04.     (W)     SCALED    
 CS0137* NAVD 88     -       148.906  (meters)     488.54   (feet)  ADJUSTED  
 CS0137  ___________________________________________________________________
 CS0137  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0137  DYNAMIC HT  -         148.742 (meters)     488.00  (feet)  COMP
 CS0137  MODELED GRAV-     979,534.7   (mgal)                       NAVD 88
 CS0137
 CS0137  VERT ORDER  -  SECOND    CLASS 0
 CS0137
 CS0137.The horizontal coordinates were scaled from a topographic map and have
 CS0137.an estimated accuracy of +/- 6 seconds.
 CS0137
 CS0137.The orthometric height was determined by differential leveling
 CS0137.and adjusted by the National Geodetic Survey in June 1991..
 CS0137.WARNING-Repeat measurements at this control monument indicate possible
 CS0137.vertical movement.
 CS0137
 CS0137.The geoid height was determined by GEOID03.
 CS0137
 CS0137.The dynamic height is computed by dividing the NAVD 88
 CS0137.geopotential number by the normal gravity value computed on the
 CS0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0137.degrees latitude (g = 980.6199 gals.).
 CS0137
 CS0137.The modeled gravity was interpolated from observed gravity values.
 CS0137
 CS0137;                    North         East    Units  Estimated Accuracy
 CS0137;SPC TXNC     - 2,138,890.      821,280.      MT  (+/- 180 meters Scaled)
 CS0137
 CS0137                          SUPERSEDED SURVEY CONTROL
 CS0137
 CS0137  NGVD 29 (??/??/92)  148.905  (m)          488.53   (f) ADJ UNCH    2 0
 CS0137
 CS0137.Superseded values are not recommended for survey control.
 CS0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0137.See file dsdata.txt to determine how the superseded data were derived.
 CS0137
 CS0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB680434(NAD 83)
 CS0137_MARKER: DB = BENCH MARK DISK
 CS0137_SETTING: 0 = UNSPECIFIED SETTING
 CS0137_STAMPING: D 153 1933
 CS0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0137
 CS0137  HISTORY     - Date     Condition        Report By
 CS0137  HISTORY     - 1933     MONUMENTED       CGS
 CS0137  HISTORY     - 1976     GOOD             USGS
 CS0137  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0137
 CS0137                          STATION DESCRIPTION
 CS0137
 CS0137'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CS0137'1.0 MI S FROM QUINLAN.
 CS0137'TO REACH FROM THE INT. OF STATE HWY. 276 AND BUSINESS 34 IN THE W.
 CS0137'SIDE OF QUINLAN.  GO S. ON BUSINESS STATE HWY. NO 34 FOR 1.0 MI. TO BM
 CS0137'SITE.  34 FT. W. OF HWY. AND 47 FT. S. OF DRIVEWAY.
 CS0137
 CS0137                          STATION RECOVERY (1994)
 CS0137
 CS0137'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0528 ***********************************************************************
 DM0528  DESIGNATION -  D 154
 DM0528  PID         -  DM0528
 DM0528  STATE/COUNTY-  TX/DELTA
 DM0528  USGS QUAD   -  COOPER NORTH (1964)
 DM0528
 DM0528                         *CURRENT SURVEY CONTROL
 DM0528  ___________________________________________________________________
 DM0528* NAD 83(1986)-  33 23 46.     (N)    095 40 50.     (W)     SCALED    
 DM0528* NAVD 88     -       139.192  (meters)     456.67   (feet)  ADJUSTED  
 DM0528  ___________________________________________________________________
 DM0528  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DM0528  DYNAMIC HT  -         139.045 (meters)     456.18  (feet)  COMP
 DM0528  MODELED GRAV-     979,578.0   (mgal)                       NAVD 88
 DM0528
 DM0528  VERT ORDER  -  SECOND    CLASS 0
 DM0528
 DM0528.The horizontal coordinates were scaled from a topographic map and have
 DM0528.an estimated accuracy of +/- 6 seconds.
 DM0528
 DM0528.The orthometric height was determined by differential leveling
 DM0528.and adjusted by the National Geodetic Survey in June 1991..
 DM0528
 DM0528.The geoid height was determined by GEOID03.
 DM0528
 DM0528.The dynamic height is computed by dividing the NAVD 88
 DM0528.geopotential number by the normal gravity value computed on the
 DM0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0528.degrees latitude (g = 980.6199 gals.).
 DM0528
 DM0528.The modeled gravity was interpolated from observed gravity values.
 DM0528
 DM0528;                    North         East    Units  Estimated Accuracy
 DM0528;SPC TXNC     - 2,195,300.      862,240.      MT  (+/- 180 meters Scaled)
 DM0528
 DM0528                          SUPERSEDED SURVEY CONTROL
 DM0528
 DM0528  NGVD 29 (??/??/92)  139.176  (m)          456.61   (f) ADJ UNCH    2 0
 DM0528
 DM0528.Superseded values are not recommended for survey control.
 DM0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0528.See file dsdata.txt to determine how the superseded data were derived.
 DM0528
 DM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS506984(NAD 83)
 DM0528_MARKER: DB = BENCH MARK DISK
 DM0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0528_STAMPING: D 154 1933
 DM0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0528+STABILITY: SURFACE MOTION
 DM0528
 DM0528  HISTORY     - Date     Condition        Report By
 DM0528  HISTORY     - 1933     MONUMENTED       CGS
 DM0528  HISTORY     - 1935     MARK NOT FOUND   NGS
 DM0528  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 DM0528
 DM0528                          STATION DESCRIPTION
 DM0528
 DM0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0528'2.0 MI NE FROM COOPER.
 DM0528'2.0 MILES NORTHEAST OF, ALONG T. AND N.O. RY.  CONCRETE POST, MILE
 DM0528'104.1, 0.4 MILES SOUTHWEST OF RAILROAD TRESTLE, 600 FEET NORTHEAST OF
 DM0528'MILEPOST 104, 50 FEET EAST OF LANE CROSSING, 45 FEET SOUTHEAST OF
 DM0528'RAILROAD CENTER-LINE, 18 FEET NORTH OF NORTHEAST END OF GATE.  TABLET
 DM0528'ON TOP OF CONCRETE POST.  NOTE-- THE AREA SHOWS SIGNS OF BEING COVERED
 DM0528'WITH WATER AND A THICK LAYER OF SETTLEMENT IS NOW OVER POST.
 DM0528
 DM0528                          STATION RECOVERY (1935)
 DM0528
 DM0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0528'MARK NOT FOUND.
 DM0528
 DM0528                          STATION RECOVERY (1995)
 DM0528
 DM0528'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0400 ***********************************************************************
 DM0400  DESIGNATION -  D 155
 DM0400  PID         -  DM0400
 DM0400  STATE/COUNTY-  TX/LAMAR
 DM0400  USGS QUAD   -  PATTONVILLE (1964)
 DM0400
 DM0400                         *CURRENT SURVEY CONTROL
 DM0400  ___________________________________________________________________
 DM0400* NAD 83(1986)-  33 36 13.     (N)    095 27 07.     (W)     SCALED    
 DM0400* NAVD 88     -       149.196  (meters)     489.49   (feet)  ADJUSTED  
 DM0400  ___________________________________________________________________
 DM0400  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DM0400  DYNAMIC HT  -         149.041 (meters)     488.98  (feet)  COMP
 DM0400  MODELED GRAV-     979,589.4   (mgal)                       NAVD 88
 DM0400
 DM0400  VERT ORDER  -  SECOND    CLASS 0
 DM0400
 DM0400.The horizontal coordinates were scaled from a topographic map and have
 DM0400.an estimated accuracy of +/- 6 seconds.
 DM0400
 DM0400.The orthometric height was determined by differential leveling
 DM0400.and adjusted by the National Geodetic Survey in June 1991..
 DM0400
 DM0400.The geoid height was determined by GEOID03.
 DM0400
 DM0400.The dynamic height is computed by dividing the NAVD 88
 DM0400.geopotential number by the normal gravity value computed on the
 DM0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0400.degrees latitude (g = 980.6199 gals.).
 DM0400
 DM0400.The modeled gravity was interpolated from observed gravity values.
 DM0400
 DM0400;                    North         East    Units  Estimated Accuracy
 DM0400;SPC TXNC     - 2,218,900.      882,830.      MT  (+/- 180 meters Scaled)
 DM0400
 DM0400                          SUPERSEDED SURVEY CONTROL
 DM0400
 DM0400  NGVD 29 (??/??/92)  149.186  (m)          489.45   (f) ADJ UNCH    2 0
 DM0400
 DM0400.Superseded values are not recommended for survey control.
 DM0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0400.See file dsdata.txt to determine how the superseded data were derived.
 DM0400
 DM0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT724209(NAD 83)
 DM0400_MARKER: DD = SURVEY DISK
 DM0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0400_STAMPING: 489.454 D 155 1933
 DM0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0400+STABILITY: SURFACE MOTION
 DM0400
 DM0400  HISTORY     - Date     Condition        Report By
 DM0400  HISTORY     - 1933     MONUMENTED       CGS
 DM0400  HISTORY     - 1964     GOOD             USGS
 DM0400  HISTORY     - 1965     GOOD             NGS
 DM0400  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM0400
 DM0400                          STATION DESCRIPTION
 DM0400
 DM0400'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DM0400'7.0 MI SE FROM PARIS.
 DM0400'JCT. OF STATE HWY. 19 AND FARM ROAD 1507 IN SOUTH PART OF PARIS.
 DM0400'THENCE SE 8.2 MI. ALONG FARM ROADS 1507, 905 AND COUNTY ROAD LEADING
 DM0400'TO PATTONVILLE TO T RD. TO SAMMY SHORTS HOUSE.  THENCE 0.2 MI. N. TO
 DM0400'SHORTS HOUSE.  THENCE 1200 FT. NE OF HOUSE TO OLD RD. CROSSING OLD
 DM0400'RAILROAD GRADE.  18 FT. W. OF OLD RD.  42 FT. NE OF OLD RAILROAD
 DM0400'GRADE.  A STANDARD DISK, STAMPED 489.454 D 155 1933 SET IN CONCRETE
 DM0400'POST PROJECTING ABOUT 0.5 FT.  NOTE-- THE RR GRADE HAS BEEN ABANDONED
 DM0400'AND THE TRACK REMOVED.
 DM0400
 DM0400                          STATION RECOVERY (1965)
 DM0400
 DM0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DM0400'RECOVERED IN GOOD CONDITION.
 DM0400
 DM0400                          STATION RECOVERY (1995)
 DM0400
 DM0400'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0258 ***********************************************************************
 DM0258  DESIGNATION -  D 156
 DM0258  PID         -  DM0258
 DM0258  STATE/COUNTY-  TX/TITUS
 DM0258  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM0258
 DM0258                         *CURRENT SURVEY CONTROL
 DM0258  ___________________________________________________________________
 DM0258* NAD 83(1986)-  33 14 34.     (N)    094 59 37.     (W)     SCALED    
 DM0258* NAVD 88     -       126.091  (meters)     413.68   (feet)  ADJUSTED  
 DM0258  ___________________________________________________________________
 DM0258  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DM0258  DYNAMIC HT  -         125.954 (meters)     413.23  (feet)  COMP
 DM0258  MODELED GRAV-     979,551.0   (mgal)                       NAVD 88
 DM0258
 DM0258  VERT ORDER  -  SECOND    CLASS 0
 DM0258
 DM0258.The horizontal coordinates were scaled from a topographic map and have
 DM0258.an estimated accuracy of +/- 6 seconds.
 DM0258
 DM0258.The orthometric height was determined by differential leveling
 DM0258.and adjusted by the National Geodetic Survey in June 1991..
 DM0258
 DM0258.The geoid height was determined by GEOID03.
 DM0258
 DM0258.The dynamic height is computed by dividing the NAVD 88
 DM0258.geopotential number by the normal gravity value computed on the
 DM0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0258.degrees latitude (g = 980.6199 gals.).
 DM0258
 DM0258.The modeled gravity was interpolated from observed gravity values.
 DM0258
 DM0258;                    North         East    Units  Estimated Accuracy
 DM0258;SPC TXNC     - 2,180,230.      926,680.      MT  (+/- 180 meters Scaled)
 DM0258
 DM0258                          SUPERSEDED SURVEY CONTROL
 DM0258
 DM0258  NGVD 29 (??/??/92)  126.095  (m)          413.70   (f) ADJ UNCH    2 0
 DM0258
 DM0258.Superseded values are not recommended for survey control.
 DM0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0258.See file dsdata.txt to determine how the superseded data were derived.
 DM0258
 DM0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS142799(NAD 83)
 DM0258_MARKER: DB = BENCH MARK DISK
 DM0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0258_STAMPING: D 156 1933
 DM0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0258+STABILITY: SURFACE MOTION
 DM0258
 DM0258  HISTORY     - Date     Condition        Report By
 DM0258  HISTORY     - 1933     MONUMENTED       CGS
 DM0258  HISTORY     - 1965     GOOD             LOCENG
 DM0258
 DM0258                          STATION DESCRIPTION
 DM0258
 DM0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0258'6.2 MI NW FROM MT PLEASANT.
 DM0258'6.2 MILES NORTHWEST OF, ALONG PARIS MT PLEASANT RY.  7 RAIL LENGHTS
 DM0258'EAST OF HIGHWAY OVERPASS OF TEXAS STATE NO. 49 (U.S. 271).  BETWEEN
 DM0258'8TH AND 9TH TELEGRAPH POSTS WEST OF MILEPOST 45.  45 YARDS EAST OF
 DM0258'WILDER SIDING WEST END SWITCH POINT.  44 FEET NORTH OF TRACK C.L.  5
 DM0258'FEET FROM FENCE, IN R.R. RIGHT-OF-WAY.  TABLET SET IN TOP OF CONCRETE
 DM0258'POST.
 DM0258
 DM0258                          STATION RECOVERY (1965)
 DM0258
 DM0258'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 DM0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0305 ***********************************************************************
 DM0305  DESIGNATION -  D 157 RESET
 DM0305  PID         -  DM0305
 DM0305  STATE/COUNTY-  TX/MORRIS
 DM0305  USGS QUAD   -  NAPLES (1980)
 DM0305
 DM0305                         *CURRENT SURVEY CONTROL
 DM0305  ___________________________________________________________________
 DM0305* NAD 83(1986)-  33 12 11.     (N)    094 40 51.     (W)     SCALED    
 DM0305* NAVD 88     -       126.36   (meters)     414.6    (feet)  RESET     
 DM0305  ___________________________________________________________________
 DM0305  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DM0305
 DM0305  VERT ORDER  -  THIRD
 DM0305
 DM0305.The horizontal coordinates were scaled from a topographic map and have
 DM0305.an estimated accuracy of +/- 6 seconds.
 DM0305
 DM0305.The orthometric height was computed from unverified reset data.
 DM0305
 DM0305.The geoid height was determined by GEOID03.
 DM0305
 DM0305;                    North         East    Units  Estimated Accuracy
 DM0305;SPC TXNC     - 2,176,840.      955,970.      MT  (+/- 180 meters Scaled)
 DM0305
 DM0305                          SUPERSEDED SURVEY CONTROL
 DM0305
 DM0305.No superseded survey control is available for this station.
 DM0305
 DM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS433750(NAD 83)
 DM0305_MARKER: DB = BENCH MARK DISK
 DM0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0305_SP_SET: SIDEWALK
 DM0305_STAMPING: D 157 RESET 1958
 DM0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0305
 DM0305  HISTORY     - Date     Condition        Report By
 DM0305  HISTORY     - 1958     MONUMENTED       CGS
 DM0305
 DM0305                          STATION DESCRIPTION
 DM0305
 DM0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DM0305'IN NAPLES.
 DM0305'AT NAPLES, MORRIS COUNTY, IN THE SIDEWALK ALONG THE FRONT OF THE CITY
 DM0305'HALL AND FIRE STATION, ON THE WEST SIDE OF WALNUT STREET AND ABOUT 100
 DM0305'FEET NORTH OF THE CORNER OF WALNUT AND MAIN STREETS AND ACROSS THE
 DM0305'STREET NORTHWEST FROM THE MORRIS COUNTY BANK BUILDING.  IT IS ABOUT 6
 DM0305'INCHES EAST OF THE BRICK WALL BETWEEN THE PERSONNEL DOOR AND THE FIRE
 DM0305'TRUCK DOOR AND SET ABOUT FLUSH WITH THE CONCRETE WALK.  A STANDARD
 DM0305'DISK STAMPED D 157 RESET 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0201 ***********************************************************************
 DM0201  DESIGNATION -  D 158
 DM0201  PID         -  DM0201
 DM0201  STATE/COUNTY-  TX/BOWIE
 DM0201  USGS QUAD   -  TEXARKANA (1975)
 DM0201
 DM0201                         *CURRENT SURVEY CONTROL
 DM0201  ___________________________________________________________________
 DM0201* NAD 83(1986)-  33 24 56.     (N)    094 03 11.     (W)     SCALED    
 DM0201* NAVD 88     -        87.868  (meters)     288.28   (feet)  ADJUSTED  
 DM0201  ___________________________________________________________________
 DM0201  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0201  DYNAMIC HT  -          87.774 (meters)     287.97  (feet)  COMP
 DM0201  MODELED GRAV-     979,572.3   (mgal)                       NAVD 88
 DM0201
 DM0201  VERT ORDER  -  SECOND    CLASS 0
 DM0201
 DM0201.The horizontal coordinates were scaled from a topographic map and have
 DM0201.an estimated accuracy of +/- 6 seconds.
 DM0201
 DM0201.The orthometric height was determined by differential leveling
 DM0201.and adjusted by the National Geodetic Survey in June 1991..
 DM0201
 DM0201.The geoid height was determined by GEOID03.
 DM0201
 DM0201.The dynamic height is computed by dividing the NAVD 88
 DM0201.geopotential number by the normal gravity value computed on the
 DM0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0201.degrees latitude (g = 980.6199 gals.).
 DM0201
 DM0201.The modeled gravity was interpolated from observed gravity values.
 DM0201
 DM0201;                    North         East    Units  Estimated Accuracy
 DM0201;SPC TXNC     - 2,202,690.    1,013,450.      MT  (+/- 180 meters Scaled)
 DM0201
 DM0201                          SUPERSEDED SURVEY CONTROL
 DM0201
 DM0201  NGVD 29 (??/??/92)   87.885  (m)          288.34   (f) ADJ UNCH    2 0
 DM0201
 DM0201.Superseded values are not recommended for survey control.
 DM0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0201.See file dsdata.txt to determine how the superseded data were derived.
 DM0201
 DM0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS020978(NAD 83)
 DM0201_MARKER: DB = BENCH MARK DISK
 DM0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0201_SP_SET: FOUNDATION
 DM0201_STAMPING: D 158 1934
 DM0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM0201+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2002
 DM0201
 DM0201  HISTORY     - Date     Condition        Report By
 DM0201  HISTORY     - 1934     MONUMENTED       CGS
 DM0201  HISTORY     - 1935     GOOD             NGS
 DM0201  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0201  HISTORY     - 20021108 GOOD             INDIV
 DM0201
 DM0201                          STATION DESCRIPTION
 DM0201
 DM0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0201'IN TEXARKANA.
 DM0201'ELEVATED STEEL WATER TANK (ABOUT 25000 GAL. CAPACITY TANK WITH ABOUT
 DM0201'80 FEET TOWER) AT EAST END OF PHENIE AVENUE.  ABOUT 200 FEET WEST OF
 DM0201'KANSAS CITY SOUTHERN R.R. AND ST. LOUIS SOUTHWESTERN R.R. CROSSING AT
 DM0201'SOUTH END OF WARD STREET.  70 FEET NORTH OF ST.L. SW. RR MAIN LINE
 DM0201'TRACK.  AT SOUTHEAST CORNER OF TANK, TABLET CEMENTED IN TOP OF
 DM0201'CONCRETE FOUNDATION.
 DM0201
 DM0201                          STATION RECOVERY (1935)
 DM0201
 DM0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0201'RECOVERED IN GOOD CONDITION.
 DM0201
 DM0201                          STATION RECOVERY (1997)
 DM0201
 DM0201'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0201'MARK NOT FOUND.
 DM0201
 DM0201                          STATION RECOVERY (2002)
 DM0201
 DM0201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RVH)
 DM0201'WATER TOWER IS GONE BUT SUPPORTS STILL IN GOOD CONDITION. SMALL CEDAR
 DM0201'NEXT TO SUPPORT WITH TABLET. SUPPORT IS MOST SERLY OF GROUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0057 ***********************************************************************
 CR0057  DESIGNATION -  D 159
 CR0057  PID         -  CR0057
 CR0057  STATE/COUNTY-  TX/MARION
 CR0057  USGS QUAD   -  JEFFERSON (1962)
 CR0057
 CR0057                         *CURRENT SURVEY CONTROL
 CR0057  ___________________________________________________________________
 CR0057* NAD 83(1986)-  32 46 20.     (N)    094 20 25.     (W)     SCALED    
 CR0057* NAVD 88     -        59.133  (meters)     194.01   (feet)  ADJUSTED  
 CR0057  ___________________________________________________________________
 CR0057  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CR0057  DYNAMIC HT  -          59.067 (meters)     193.79  (feet)  COMP
 CR0057  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 CR0057
 CR0057  VERT ORDER  -  SECOND    CLASS 0
 CR0057
 CR0057.The horizontal coordinates were scaled from a topographic map and have
 CR0057.an estimated accuracy of +/- 6 seconds.
 CR0057
 CR0057.The orthometric height was determined by differential leveling
 CR0057.and adjusted by the National Geodetic Survey in June 1991..
 CR0057
 CR0057.The geoid height was determined by GEOID03.
 CR0057
 CR0057.The dynamic height is computed by dividing the NAVD 88
 CR0057.geopotential number by the normal gravity value computed on the
 CR0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0057.degrees latitude (g = 980.6199 gals.).
 CR0057
 CR0057.The modeled gravity was interpolated from observed gravity values.
 CR0057
 CR0057;                    North         East    Units  Estimated Accuracy
 CR0057;SPC TXNC     - 2,130,310.      989,590.      MT  (+/- 180 meters Scaled)
 CR0057
 CR0057                          SUPERSEDED SURVEY CONTROL
 CR0057
 CR0057  NGVD 29 (??/??/92)   59.184  (m)          194.17   (f) ADJ UNCH    2 0
 CR0057
 CR0057.Superseded values are not recommended for survey control.
 CR0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0057.See file dsdata.txt to determine how the superseded data were derived.
 CR0057
 CR0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS744268(NAD 83)
 CR0057_MARKER: DB = BENCH MARK DISK
 CR0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0057_SP_SET: FOUNDATION
 CR0057_STAMPING: 194.173 D 159 1934
 CR0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0057
 CR0057  HISTORY     - Date     Condition        Report By
 CR0057  HISTORY     - 1934     MONUMENTED       CGS
 CR0057  HISTORY     - 1960     MARK NOT FOUND   NGS
 CR0057  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0057
 CR0057                          STATION DESCRIPTION
 CR0057
 CR0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0057'1.1 MI NE FROM JEFFERSON.
 CR0057'ABOUT 1.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 CR0057'JEFFERSON, MARION COUNTY, AT MILEAGE 50.1 AT THE NORTHWEST CORNER OF A
 CR0057'LOGGING-RAILROAD CROSSING, 27 FEET WEST OF THE CENTER LINE OF THE
 CR0057'TEXAS AND PACIFIC RAILWAY TRACK, 10 FEET NORTHEAST OF THE CENTER LINE
 CR0057'OF THE LOGGING-RAILROAD TRACK, AT THE WEST SIDE OF A SIGNAL HOUSE, AND
 CR0057'IN THE TOP OF THE NORTH CORNER OF THE CONCRETE FOUNDATION BLOCK OF A
 CR0057'SIGNAL BELL CRANK.  A STANDARD DISK, STAMPED 194.173 D 159 1934.
 CR0057'NOTE--RR AND SIGNAL HOUSE WERE REMOVED.
 CR0057
 CR0057                          STATION RECOVERY (1960)
 CR0057
 CR0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CR0057'MARK NOT FOUND.
 CR0057
 CR0057                          STATION RECOVERY (2003)
 CR0057
 CR0057'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0324 ***********************************************************************
 CC0324  DESIGNATION -  D 16
 CC0324  PID         -  CC0324
 CC0324  STATE/COUNTY-  TX/WARD
 CC0324  USGS QUAD   -  PECOS EAST (1981)
 CC0324
 CC0324                         *CURRENT SURVEY CONTROL
 CC0324  ___________________________________________________________________
 CC0324* NAD 83(1986)-  31 27 39.     (N)    103 22 54.     (W)     SCALED    
 CC0324* NAVD 88     -       781.988  (meters)    2565.57   (feet)  ADJUSTED  
 CC0324  ___________________________________________________________________
 CC0324  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CC0324  DYNAMIC HT  -         780.851 (meters)    2561.84  (feet)  COMP
 CC0324  MODELED GRAV-     979,160.5   (mgal)                       NAVD 88
 CC0324
 CC0324  VERT ORDER  -  FIRST     CLASS II
 CC0324
 CC0324.The horizontal coordinates were scaled from a topographic map and have
 CC0324.an estimated accuracy of +/- 6 seconds.
 CC0324
 CC0324.The orthometric height was determined by differential leveling
 CC0324.and adjusted by the National Geodetic Survey in June 1991..
 CC0324
 CC0324.The geoid height was determined by GEOID03.
 CC0324
 CC0324.The dynamic height is computed by dividing the NAVD 88
 CC0324.geopotential number by the normal gravity value computed on the
 CC0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0324.degrees latitude (g = 980.6199 gals.).
 CC0324
 CC0324.The modeled gravity was interpolated from observed gravity values.
 CC0324
 CC0324;                    North         East    Units  Estimated Accuracy
 CC0324;SPC TX C     - 3,202,860.      410,340.      MT  (+/- 180 meters Scaled)
 CC0324
 CC0324                          SUPERSEDED SURVEY CONTROL
 CC0324
 CC0324  NGVD 29 (??/??/92)  781.651  (m)         2564.47   (f) ADJ UNCH    1 2
 CC0324
 CC0324.Superseded values are not recommended for survey control.
 CC0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0324.See file dsdata.txt to determine how the superseded data were derived.
 CC0324
 CC0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ537818(NAD 83)
 CC0324_MARKER: P = PIPE CAP
 CC0324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0324_STAMPING: D 16 ELEV 2564.467 FT
 CC0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0324
 CC0324  HISTORY     - Date     Condition        Report By
 CC0324  HISTORY     - UNK      MONUMENTED       CGS
 CC0324  HISTORY     - 1956     GOOD             NGS
 CC0324  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0324
 CC0324                          STATION DESCRIPTION
 CC0324
 CC0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0324'0.7 MI NE FROM BARSTOW.
 CC0324'0.7 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0324'STATION AT BARSTOW, 20.6 FEET NORTHEAST OF THE 3RD POLE NORTHEAST OF A
 CC0324'ROAD CROSSING, 39.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.5 FEET
 CC0324'SOUTHWEST OF A WITNESS POST, 9.2 FEET SOUTHEAST OF A FENCE, SCREWED ON
 CC0324'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE
 CC0324'GROUND.
 CC0324
 CC0324                          STATION RECOVERY (1981)
 CC0324
 CC0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0453 ***********************************************************************
 CR0453  DESIGNATION -  D 161
 CR0453  PID         -  CR0453
 CR0453  STATE/COUNTY-  TX/SMITH
 CR0453  USGS QUAD   -  TROUP EAST (1973)
 CR0453
 CR0453                         *CURRENT SURVEY CONTROL
 CR0453  ___________________________________________________________________
 CR0453* NAD 83(1986)-  32 11 43.     (N)    095 05 51.     (W)     SCALED    
 CR0453* NAVD 88     -       121.556  (meters)     398.81   (feet)  ADJUSTED  
 CR0453  ___________________________________________________________________
 CR0453  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0453  DYNAMIC HT  -         121.412 (meters)     398.33  (feet)  COMP
 CR0453  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 CR0453
 CR0453  VERT ORDER  -  SECOND    CLASS 0
 CR0453
 CR0453.The horizontal coordinates were scaled from a topographic map and have
 CR0453.an estimated accuracy of +/- 6 seconds.
 CR0453
 CR0453.The orthometric height was determined by differential leveling
 CR0453.and adjusted by the National Geodetic Survey in June 1991..
 CR0453
 CR0453.The geoid height was determined by GEOID03.
 CR0453
 CR0453.The dynamic height is computed by dividing the NAVD 88
 CR0453.geopotential number by the normal gravity value computed on the
 CR0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0453.degrees latitude (g = 980.6199 gals.).
 CR0453
 CR0453.The modeled gravity was interpolated from observed gravity values.
 CR0453
 CR0453;                    North         East    Units  Estimated Accuracy
 CR0453;SPC TXNC     - 2,063,810.      920,770.      MT  (+/- 180 meters Scaled)
 CR0453
 CR0453                          SUPERSEDED SURVEY CONTROL
 CR0453
 CR0453  NGVD 29 (??/??/92)  121.580  (m)          398.88   (f) ADJ UNCH    2 0
 CR0453
 CR0453.Superseded values are not recommended for survey control.
 CR0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0453.See file dsdata.txt to determine how the superseded data were derived.
 CR0453
 CR0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR022640(NAD 83)
 CR0453_MARKER: DB = BENCH MARK DISK
 CR0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0453_SP_SET: CULVERT
 CR0453_STAMPING: D-161 1934
 CR0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0453
 CR0453  HISTORY     - Date     Condition        Report By
 CR0453  HISTORY     - 1934     MONUMENTED       CGS
 CR0453  HISTORY     - 1972     MARK NOT FOUND   USGS
 CR0453
 CR0453                          STATION DESCRIPTION
 CR0453
 CR0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0453'3.9 MI NE FROM TROUP.
 CR0453'3.9 MILES NORTHEAST OF, ALONG I. AND G.N.R.R. 115 FEET SOUTH OF ROAD
 CR0453'PARALLELING THE TRACKS, 50 FEET NORTH OF RIGHT OF WAY FENCE, 20 FEET
 CR0453'NORTHWEST OF 30 INCH OAK TREE, 16 FEET SOUTH OF TRACK, IN EAST END OF
 CR0453'SOUTH HEADWALL TO CULVERT.  TABLET SET HORIZONTALLY IN CONCRETE
 CR0453'STAMPED, D-161, 1934.
 CR0453
 CR0453                          STATION RECOVERY (1972)
 CR0453
 CR0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CR0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0465 ***********************************************************************
 CR0465  DESIGNATION -  D 162
 CR0465  PID         -  CR0465
 CR0465  STATE/COUNTY-  TX/CHEROKEE
 CR0465  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0465
 CR0465                         *CURRENT SURVEY CONTROL
 CR0465  ___________________________________________________________________
 CR0465* NAD 83(1986)-  32 00 24.     (N)    095 21 55.     (W)     SCALED    
 CR0465* NAVD 88     -       146.775  (meters)     481.54   (feet)  ADJUSTED  
 CR0465  ___________________________________________________________________
 CR0465  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0465  DYNAMIC HT  -         146.600 (meters)     480.97  (feet)  COMP
 CR0465  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 CR0465
 CR0465  VERT ORDER  -  SECOND    CLASS 0
 CR0465
 CR0465.The horizontal coordinates were scaled from a topographic map and have
 CR0465.an estimated accuracy of +/- 6 seconds.
 CR0465
 CR0465.The orthometric height was determined by differential leveling
 CR0465.and adjusted by the National Geodetic Survey in June 1991..
 CR0465
 CR0465.The geoid height was determined by GEOID03.
 CR0465
 CR0465.The dynamic height is computed by dividing the NAVD 88
 CR0465.geopotential number by the normal gravity value computed on the
 CR0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0465.degrees latitude (g = 980.6199 gals.).
 CR0465
 CR0465.The modeled gravity was interpolated from observed gravity values.
 CR0465
 CR0465;                    North         East    Units  Estimated Accuracy
 CR0465;SPC TX C     - 3,269,900.    1,169,270.      MT  (+/- 180 meters Scaled)
 CR0465
 CR0465                          SUPERSEDED SURVEY CONTROL
 CR0465
 CR0465  NGVD 29 (??/??/92)  146.806  (m)          481.65   (f) ADJ UNCH    2 0
 CR0465
 CR0465.Superseded values are not recommended for survey control.
 CR0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0465.See file dsdata.txt to determine how the superseded data were derived.
 CR0465
 CR0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR765436(NAD 83)
 CR0465_MARKER: DB = BENCH MARK DISK
 CR0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0465_STAMPING: D-162 1934
 CR0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0465+STABILITY: SURFACE MOTION
 CR0465
 CR0465  HISTORY     - Date     Condition        Report By
 CR0465  HISTORY     - 1934     MONUMENTED       CGS
 CR0465  HISTORY     - 1934     MARK NOT FOUND   NGS
 CR0465  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0465
 CR0465                          STATION DESCRIPTION
 CR0465
 CR0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0465'6.6 MI NW FROM JACKSONVILLE.
 CR0465'6.6 MILES NORTHWEST OF, ALONG T. AND N.O.R.R. 780 FEET NORTHWEST OF
 CR0465'MILEPOST 208, 800 FEET SOUTHEAST OF TRESTLE MARKED 208 A, 50 FEET
 CR0465'SOUTHEAST OF BEGINNING OF FILL TO TRESTLE, 40 FEET NORTHEAST OF TRACK
 CR0465'AND 5 FEET SOUTHWEST OF THE RAILROAD RIGHT OF WAY FENCE.  TABLET SET
 CR0465'IN PRECASTED POST STAMPED, D-162, 1934.
 CR0465
 CR0465                          STATION RECOVERY (1934)
 CR0465
 CR0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CR0465'MARK NOT FOUND.
 CR0465
 CR0465                          STATION RECOVERY (1996)
 CR0465
 CR0465'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0827 ***********************************************************************
 BY0827  DESIGNATION -  D 163
 BY0827  PID         -  BY0827
 BY0827  STATE/COUNTY-  TX/ANGELINA
 BY0827  USGS QUAD   -  LUFKIN (1980)
 BY0827
 BY0827                         *CURRENT SURVEY CONTROL
 BY0827  ___________________________________________________________________
 BY0827* NAD 83(1986)-  31 18 24.     (N)    094 44 37.     (W)     SCALED    
 BY0827* NAVD 88     -        87.13   (+/-2cm)     285.9    (feet)  VERTCON   
 BY0827  ___________________________________________________________________
 BY0827  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BY0827
 BY0827  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0827
 BY0827.The horizontal coordinates were scaled from a topographic map and have
 BY0827.an estimated accuracy of +/- 6 seconds.
 BY0827
 BY0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0827.The vertical order pertains to the NGVD 29 superseded value.
 BY0827
 BY0827.The geoid height was determined by GEOID03.
 BY0827
 BY0827;                    North         East    Units  Estimated Accuracy
 BY0827;SPC TX C     - 3,195,170.    1,231,850.      MT  (+/- 180 meters Scaled)
 BY0827
 BY0827                          SUPERSEDED SURVEY CONTROL
 BY0827
 BY0827  NGVD 29 (??/??/92)   87.174  (m)          286.00   (f) ADJ UNCH    2 0
 BY0827
 BY0827.Superseded values are not recommended for survey control.
 BY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0827.See file dsdata.txt to determine how the superseded data were derived.
 BY0827
 BY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ340649(NAD 83)
 BY0827_MARKER: DB = BENCH MARK DISK
 BY0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0827_STAMPING: D 163 1934 286.187
 BY0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0827+STABILITY: SURFACE MOTION
 BY0827
 BY0827  HISTORY     - Date     Condition        Report By
 BY0827  HISTORY     - 1934     MONUMENTED       CGS
 BY0827  HISTORY     - 1947     GOOD             NGS
 BY0827
 BY0827                          STATION DESCRIPTION
 BY0827
 BY0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY0827'2.5 MI S FROM LUFKIN.
 BY0827'2.5 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0827'STATION AT LUFKIN, AT RAILROAD MILEAGE NO. 115.8, 19.4 FEET SOUTH OF
 BY0827'THE 5TH. TELEGRAPH POLE SOUTH OF MILEPOST NO. 116, 7 33-FOOT RAILS
 BY0827'NORTH OF THE CENTER OF THE CROSSING OF A DIRT ROAD, 89.5 FEET
 BY0827'EAST-NORTHEAST OF A 30-INCH PECAN TREE WHICH IS ON THE SOUTH SIDE OF
 BY0827'LAWN IN FRONT OF THE HOME OF W. L. MESSIC (FORMERLY HOME OF C. D.
 BY0827'WARNER), 34.0 FEET EAST OF THE CENTER LINE OF A PAVED ROAD, 24.5 FEET
 BY0827'WEST OF THE WEST RAIL, 22.0 FEET NORTHEAST OF A LONE 10-INCH PINE
 BY0827'TREE, IN LINE WITH THE TELEGRAPH POLES, SET IN TOP OF A CONCRETE POST
 BY0827'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0875 ***********************************************************************
 BL0875  DESIGNATION -  D 164
 BL0875  PID         -  BL0875
 BL0875  STATE/COUNTY-  TX/TRINITY
 BL0875  USGS QUAD   -  TRINITY EAST (1972)
 BL0875
 BL0875                         *CURRENT SURVEY CONTROL
 BL0875  ___________________________________________________________________
 BL0875* NAD 83(1986)-  30 54 56.     (N)    095 17 33.     (W)     SCALED    
 BL0875* NAVD 88     -        62.12   (+/-2cm)     203.8    (feet)  VERTCON   
 BL0875  ___________________________________________________________________
 BL0875  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL0875
 BL0875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0875
 BL0875.The horizontal coordinates were scaled from a topographic map and have
 BL0875.an estimated accuracy of +/- 6 seconds.
 BL0875
 BL0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0875.The vertical order pertains to the NGVD 29 superseded value.
 BL0875
 BL0875.The geoid height was determined by GEOID03.
 BL0875
 BL0875;                    North         East    Units  Estimated Accuracy
 BL0875;SPC TX C     - 3,149,360.    1,181,620.      MT  (+/- 180 meters Scaled)
 BL0875
 BL0875                          SUPERSEDED SURVEY CONTROL
 BL0875
 BL0875  NGVD 29 (??/??/92)   62.131  (m)          203.84   (f) ADJ UNCH    2 0
 BL0875
 BL0875.Superseded values are not recommended for survey control.
 BL0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0875.See file dsdata.txt to determine how the superseded data were derived.
 BL0875
 BL0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ809224(NAD 83)
 BL0875_MARKER: DB = BENCH MARK DISK
 BL0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0875_STAMPING: D 164 1934
 BL0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0875+STABILITY: SURFACE MOTION
 BL0875
 BL0875  HISTORY     - Date     Condition        Report By
 BL0875  HISTORY     - 1934     MONUMENTED       CGS
 BL0875  HISTORY     - 1934     GOOD             NGS
 BL0875  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0875
 BL0875                          STATION DESCRIPTION
 BL0875
 BL0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0875'5.4 MI E FROM TRINITY.
 BL0875'5.4 MILES EAST ALONG THE ABANDONED WACO, BEAUMONT, TRINITY AND SABINE
 BL0875'RAILWAY FROM TRINITY, TRINITY COUNTY, ABOUT 500 FEET EAST OF MILEPOST
 BL0875'20, 200 FEET WEST OF A ROAD CROSSING, 200 FEET SOUTHWEST OF AN OLD
 BL0875'COTTON GIN, AND 25 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED
 BL0875'AND SET IN THE TOP OF A CONCRETE POST.
 BL0875
 BL0875                          STATION RECOVERY (1996)
 BL0875
 BL0875'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0583 ***********************************************************************
 BL0583  DESIGNATION -  D 165
 BL0583  PID         -  BL0583
 BL0583  STATE/COUNTY-  TX/TYLER
 BL0583  USGS QUAD   -  CHAMBLISS HILL (1984)
 BL0583
 BL0583                         *CURRENT SURVEY CONTROL
 BL0583  ___________________________________________________________________
 BL0583* NAD 83(1986)-  30 46 05.     (N)    094 33 24.     (W)     SCALED    
 BL0583* NAVD 88     -       122.20   (+/-2cm)     400.9    (feet)  VERTCON   
 BL0583  ___________________________________________________________________
 BL0583  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BL0583
 BL0583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0583
 BL0583.The horizontal coordinates were scaled from a topographic map and have
 BL0583.an estimated accuracy of +/- 6 seconds.
 BL0583
 BL0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0583.The vertical order pertains to the NGVD 29 superseded value.
 BL0583
 BL0583.The geoid height was determined by GEOID03.
 BL0583
 BL0583;                    North         East    Units  Estimated Accuracy
 BL0583;SPC TX C     - 3,136,450.    1,252,720.      MT  (+/- 180 meters Scaled)
 BL0583
 BL0583                          SUPERSEDED SURVEY CONTROL
 BL0583
 BL0583  NGVD 29 (??/??/92)  122.205  (m)          400.93   (f) ADJ UNCH    2 0
 BL0583
 BL0583.Superseded values are not recommended for survey control.
 BL0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0583.See file dsdata.txt to determine how the superseded data were derived.
 BL0583
 BL0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ510049(NAD 83)
 BL0583_MARKER: DB = BENCH MARK DISK
 BL0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0583_STAMPING: 400.993 D 165 1934
 BL0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0583+STABILITY: SURFACE MOTION
 BL0583
 BL0583  HISTORY     - Date     Condition        Report By
 BL0583  HISTORY     - 1934     MONUMENTED       CGS
 BL0583  HISTORY     - 1934     GOOD             NGS
 BL0583  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0583
 BL0583                          STATION DESCRIPTION
 BL0583
 BL0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0583'10.1 MI W FROM WOODVILLE.
 BL0583'10.1 MILES WEST ALONG OLD ABANDONED STATE HIGHWAY 45 FROM WOODVILLE,
 BL0583'TYLER COUNTY, 0.5 MILE WEST OF A SUN PIPE-LINE CROSSING, 180 FEET WEST
 BL0583'OF THE JUNCTION OF A ROAD LEADING TO SHADY GROVE, 60 FEET EAST OF A
 BL0583'SIDE ROAD LEADING TO HORSEPEN CREEK, AND 39 FEET NORTH OF THE
 BL0583'CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED 400.993 D 165
 BL0583'1934 AND SET IN THE TOP OF A CONCRETE POST.
 BL0583
 BL0583                          STATION RECOVERY (1990)
 BL0583
 BL0583'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 BL0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0548 ***********************************************************************
 BL0548  DESIGNATION -  D 166
 BL0548  PID         -  BL0548
 BL0548  STATE/COUNTY-  TX/POLK
 BL0548  USGS QUAD   -  LIVINGSTON (1984)
 BL0548
 BL0548                         *CURRENT SURVEY CONTROL
 BL0548  ___________________________________________________________________
 BL0548* NAD 83(1986)-  30 40 57.     (N)    094 57 11.     (W)     SCALED    
 BL0548* NAVD 88     -        34.22   (+/-2cm)     112.3    (feet)  VERTCON   
 BL0548  ___________________________________________________________________
 BL0548  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL0548
 BL0548  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0548
 BL0548.The horizontal coordinates were scaled from a topographic map and have
 BL0548.an estimated accuracy of +/- 6 seconds.
 BL0548
 BL0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0548.The vertical order pertains to the NGVD 29 superseded value.
 BL0548
 BL0548.The geoid height was determined by GEOID03.
 BL0548
 BL0548;                    North         East    Units  Estimated Accuracy
 BL0548;SPC TX C     - 3,125,070.    1,215,280.      MT  (+/- 180 meters Scaled)
 BL0548
 BL0548                          SUPERSEDED SURVEY CONTROL
 BL0548
 BL0548  NGVD 29 (??/??/92)   34.238  (m)          112.33   (f) ADJ UNCH    2 0
 BL0548
 BL0548.Superseded values are not recommended for survey control.
 BL0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0548.See file dsdata.txt to determine how the superseded data were derived.
 BL0548
 BL0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP129960(NAD 83)
 BL0548_MARKER: DB = BENCH MARK DISK
 BL0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0548_STAMPING: 112.431 D 166 1934
 BL0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0548+STABILITY: SURFACE MOTION
 BL0548
 BL0548  HISTORY     - Date     Condition        Report By
 BL0548  HISTORY     - 1934     MONUMENTED       CGS
 BL0548  HISTORY     - 1954     GOOD             USGS
 BL0548  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0548
 BL0548                          STATION DESCRIPTION
 BL0548
 BL0548'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 BL0548'2.6 MI S FROM LIVINGSTON.
 BL0548'2.6 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0548'LIVINGSTON, 0.2 MILE SOUTH OF MILEPOST 69, AT A DIRT-ROAD CROSSING, 59
 BL0548'FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 39 FEET SOUTH OF THE
 BL0548'CENTERLINE OF THE DIRT ROAD, AND 38 FEET WEST OF THE TRACK.
 BL0548
 BL0548                          STATION RECOVERY (1997)
 BL0548
 BL0548'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0449 ***********************************************************************
 BL0449  DESIGNATION -  D 167
 BL0449  PID         -  BL0449
 BL0449  STATE/COUNTY-  TX/LIBERTY
 BL0449  USGS QUAD   -  ROMAYOR (1984)
 BL0449
 BL0449                         *CURRENT SURVEY CONTROL
 BL0449  ___________________________________________________________________
 BL0449* NAD 83(1986)-  30 27 38.     (N)    094 48 44.     (W)     SCALED    
 BL0449* NAVD 88     -        26.26   (+/-2cm)      86.2    (feet)  VERTCON   
 BL0449  ___________________________________________________________________
 BL0449  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0449
 BL0449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0449
 BL0449.The horizontal coordinates were scaled from a topographic map and have
 BL0449.an estimated accuracy of +/- 6 seconds.
 BL0449
 BL0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0449.The vertical order pertains to the NGVD 29 superseded value.
 BL0449
 BL0449.The geoid height was determined by GEOID03.
 BL0449
 BL0449;                    North         East    Units  Estimated Accuracy
 BL0449;SPC TX C     - 3,101,160.    1,229,980.      MT  (+/- 180 meters Scaled)
 BL0449
 BL0449                          SUPERSEDED SURVEY CONTROL
 BL0449
 BL0449  NGVD 29 (??/??/92)   26.267  (m)           86.18   (f) ADJ UNCH    2 0
 BL0449
 BL0449.Superseded values are not recommended for survey control.
 BL0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0449.See file dsdata.txt to determine how the superseded data were derived.
 BL0449
 BL0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP260712(NAD 83)
 BL0449_MARKER: DB = BENCH MARK DISK
 BL0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0449_STAMPING: D 167 1934
 BL0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0449+STABILITY: SURFACE MOTION
 BL0449
 BL0449  HISTORY     - Date     Condition        Report By
 BL0449  HISTORY     - 1934     MONUMENTED       CGS
 BL0449  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0449
 BL0449                          STATION DESCRIPTION
 BL0449
 BL0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0449'2.9 MI W FROM RYE.
 BL0449'2.9 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM RYE,
 BL0449'LIBERTY COUNTY, ABOUT 300 FEET EAST OF MILEPOST 113, 350 FEET WEST OF
 BL0449'A ROAD CROSSING, 20 FEET NORTH OF A YARD-LIMIT SIGN, AND 27 FEET NORTH
 BL0449'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 167 1934
 BL0449'AND SET IN THE TOP OF A CONCRETE POST.
 BL0449
 BL0449                          STATION RECOVERY (1977)
 BL0449
 BL0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0587 ***********************************************************************
 AW0587  DESIGNATION -  D 168
 AW0587  PID         -  AW0587
 AW0587  STATE/COUNTY-  TX/GALVESTON
 AW0587  USGS QUAD   -  GALVESTON (1994)
 AW0587
 AW0587                         *CURRENT SURVEY CONTROL
 AW0587  ___________________________________________________________________
 AW0587* NAD 83(1986)-  29 18 31.     (N)    094 46 11.     (W)     SCALED    
 AW0587* NAVD 88     -         4.203  (meters)      13.79   (feet)  ADJUSTED  
 AW0587  ___________________________________________________________________
 AW0587  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW0587  DYNAMIC HT  -           4.197 (meters)      13.77  (feet)  COMP
 AW0587  MODELED GRAV-     979,263.5   (mgal)                       NAVD 88
 AW0587
 AW0587  VERT ORDER  -  FIRST     CLASS II
 AW0587
 AW0587.The horizontal coordinates were scaled from a topographic map and have
 AW0587.an estimated accuracy of +/- 6 seconds.
 AW0587
 AW0587.The orthometric height was determined by differential leveling
 AW0587.and adjusted by the National Geodetic Survey in March 1997..
 AW0587
 AW0587.The geoid height was determined by GEOID03.
 AW0587
 AW0587.The dynamic height is computed by dividing the NAVD 88
 AW0587.geopotential number by the normal gravity value computed on the
 AW0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0587.degrees latitude (g = 980.6199 gals.).
 AW0587
 AW0587.The modeled gravity was interpolated from observed gravity values.
 AW0587
 AW0587;                    North         East    Units  Estimated Accuracy
 AW0587;SPC TXSC     - 4,170,930.    1,010,820.      MT  (+/- 180 meters Scaled)
 AW0587
 AW0587                          SUPERSEDED SURVEY CONTROL
 AW0587
 AW0587  NAVD 88 (06/15/91)    4.250  (m)           13.94   (f) UNKNOWN     1 1
 AW0587  NGVD 29 (12/23/87)    4.247  (m)           13.93   (f) ADJUSTED    1 1
 AW0587
 AW0587.Superseded values are not recommended for survey control.
 AW0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0587.See file dsdata.txt to determine how the superseded data were derived.
 AW0587
 AW0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN281434(NAD 83)
 AW0587_MARKER: DB = BENCH MARK DISK
 AW0587_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0587_SP_SET: SEAWALL
 AW0587_STAMPING: D 168 1936 ELEV. 15.069 FT.
 AW0587_MARK LOGO: CGS   
 AW0587_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0587+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0587
 AW0587  HISTORY     - Date     Condition        Report By
 AW0587  HISTORY     - 1936     MONUMENTED       CGS
 AW0587  HISTORY     - 1973     GOOD             NGS
 AW0587  HISTORY     - 1978     GOOD             NGS
 AW0587  HISTORY     - 1984     GOOD             USPSQD
 AW0587  HISTORY     - 1987     GOOD             USPSQD
 AW0587  HISTORY     - 1987     GOOD             USPSQD
 AW0587  HISTORY     - 1987     GOOD             USPSQD
 AW0587  HISTORY     - 1987     GOOD             NGS
 AW0587  HISTORY     - 1988     GOOD             USPSQD
 AW0587  HISTORY     - 1988     GOOD             USPSQD
 AW0587  HISTORY     - 1988     GOOD             USPSQD
 AW0587  HISTORY     - 1988     GOOD             USPSQD
 AW0587  HISTORY     - 1988     GOOD             USPSQD
 AW0587  HISTORY     - 1988     GOOD             USPSQD
 AW0587  HISTORY     - 1988     GOOD             USPSQD
 AW0587  HISTORY     - 1988     GOOD             USPSQD
 AW0587  HISTORY     - 1988     GOOD             USPSQD
 AW0587  HISTORY     - 1989     GOOD             USPSQD
 AW0587  HISTORY     - 1989     GOOD             USPSQD
 AW0587  HISTORY     - 1989     GOOD             USPSQD
 AW0587  HISTORY     - 1989     GOOD             USPSQD
 AW0587  HISTORY     - 1989     GOOD             USPSQD
 AW0587  HISTORY     - 1989     GOOD             USPSQD
 AW0587  HISTORY     - 1989     GOOD             USPSQD
 AW0587  HISTORY     - 1989     GOOD             USPSQD
 AW0587  HISTORY     - 1989     GOOD             USPSQD
 AW0587  HISTORY     - 1990     GOOD             USPSQD
 AW0587  HISTORY     - 19951006 GOOD             CHANCE
 AW0587  HISTORY     - 19961205 GOOD             NGS
 AW0587  HISTORY     - 20031210 GOOD             USPSQD
 AW0587  HISTORY     - 20041210 GOOD             USPSQD
 AW0587  HISTORY     - 20051214 GOOD             USPSQD
 AW0587
 AW0587                          STATION DESCRIPTION
 AW0587
 AW0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0587'IN GALVESTON.
 AW0587'AT GALVESTON, ABOUT 100 YARDS SOUTHWEST OF THE CENTER OF THE Y
 AW0587'JUNCTION OF SEAWALL BOULEVARD AND FERRY ROAD (STATE HIGHWAY 87), IN
 AW0587'THE TOP OF THE CONCRETE SEAWALL, 1.5 FEET NORTHWEST OF THE SOUTHEAST
 AW0587'EDGE, 26 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST-BOUND
 AW0587'LANES OF THE BOULEVARD, 36.5 FEET SOUTHWEST OF A 3-INCH IRON PIPE
 AW0587'SUPPORTING A FERRY-BEACH SIGN, AND ABOUT 1/2 FOOT LOWER THAN THE
 AW0587'BOULEVARD.
 AW0587
 AW0587                          STATION RECOVERY (1978)
 AW0587
 AW0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1984)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1987)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1987)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1987)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1987)
 AW0587
 AW0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0587'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE 1973
 AW0587'DESCRIPTION STATES THAT THE DISK IS A BENCH MARK DISK AND IS STAMPED D
 AW0587'168 ELEV. 15.069 FT, BUT THE DISK IS A TIDAL BENCH MARK DISK STAMPED D
 AW0587'168 1936 ELEV. 15.069 FT.
 AW0587
 AW0587                          STATION RECOVERY (1988)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1988)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1988 (MQK)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1988)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1988)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1988)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1988)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1988)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1988)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1988)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1989)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1989)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1989)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1989)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1989)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1989)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1989)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1989)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1989)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1990)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (1995)
 AW0587
 AW0587'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0587'RECOVERED AS DESCRIBED.  ADDITIONAL TIES FOLLOW.  4.1 M (13.5 FT)
 AW0587'SOUTHEAST OF THE SOUTHEAST EDGE OF SEAWALL BOULEVARD, 7.6 M (24.9 FT)
 AW0587'WEST OF A --US COAST GUARD-- SIGN, 26.4 M (86.6 FT) NORTHEAST OF THE
 AW0587'CENTERLINE OF A CONCRETE STAIRWAY, 11.4 M (37.4 FT) SOUTHWEST OF A
 AW0587'--BEACH/FERRY-- SIGN, 11.6 M (38.1 FT) SOUTH OF A --NO PARKING-- SIGN,
 AW0587'90.6 M (297.2 FT) SOUTHWEST OF THE CENTERLINE OF FERRY ROAD.
 AW0587
 AW0587                          STATION RECOVERY (1996)
 AW0587
 AW0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0587'0.5 KM (0.30 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW0587'JUNCTION OF BROADWAY AVENUE IN GALVESTON, IN A CONCRETE SEAWALL ALONG
 AW0587'THE SOUTH SIDE OF THE BOULEVARD, 26.4 M (86.6 FT) NORTHEAST OF THE
 AW0587'CENTER OF A STAIRWAY, 11.1 M (36.4 FT) SOUTH OF A HIGHWAY INFORMATION
 AW0587'SIGN (BEACH FERRY) , 6.4 M (21.0 FT) SOUTHEAST OF THE CENTER OF THE
 AW0587'EASTBOUND LANES OF THE BOULEVARD, 0.5 M (1.6 FT) NORTHWEST OF THE
 AW0587'SOUTHEAST EDGE OF THE SEAWALL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AW0587'THE BOULEVARD.
 AW0587
 AW0587                          STATION RECOVERY (2003)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (2004)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0587'RECOVERED IN GOOD CONDITION.
 AW0587
 AW0587                          STATION RECOVERY (2005)
 AW0587
 AW0587'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0587'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0106 ***********************************************************************
 CD0106  DESIGNATION -  D 17
 CD0106  PID         -  CD0106
 CD0106  STATE/COUNTY-  TX/CULBERSON
 CD0106  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0106
 CD0106                         *CURRENT SURVEY CONTROL
 CD0106  ___________________________________________________________________
 CD0106* NAD 83(1986)-  31 04 05.     (N)    104 15 30.     (W)     SCALED    
 CD0106* NAVD 88     -      1311.945  (meters)    4304.27   (feet)  ADJUSTED  
 CD0106  ___________________________________________________________________
 CD0106  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 CD0106  DYNAMIC HT  -        1309.902 (meters)    4297.57  (feet)  COMP
 CD0106  MODELED GRAV-     979,037.6   (mgal)                       NAVD 88
 CD0106
 CD0106  VERT ORDER  -  FIRST     CLASS II
 CD0106
 CD0106.The horizontal coordinates were scaled from a topographic map and have
 CD0106.an estimated accuracy of +/- 6 seconds.
 CD0106
 CD0106.The orthometric height was determined by differential leveling
 CD0106.and adjusted by the National Geodetic Survey in June 1991..
 CD0106
 CD0106.The geoid height was determined by GEOID03.
 CD0106
 CD0106.The dynamic height is computed by dividing the NAVD 88
 CD0106.geopotential number by the normal gravity value computed on the
 CD0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0106.degrees latitude (g = 980.6199 gals.).
 CD0106
 CD0106.The modeled gravity was interpolated from observed gravity values.
 CD0106
 CD0106;                    North         East    Units  Estimated Accuracy
 CD0106;SPC TX C     - 3,161,960.      325,530.      MT  (+/- 180 meters Scaled)
 CD0106
 CD0106                          SUPERSEDED SURVEY CONTROL
 CD0106
 CD0106  NGVD 29 (??/??/92) 1311.440  (m)         4302.62   (f) ADJ UNCH    1 2
 CD0106
 CD0106.Superseded values are not recommended for survey control.
 CD0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0106.See file dsdata.txt to determine how the superseded data were derived.
 CD0106
 CD0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ707373(NAD 83)
 CD0106_MARKER: Z = SEE DESCRIPTION
 CD0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0106+STABILITY: SURFACE MOTION
 CD0106
 CD0106  HISTORY     - Date     Condition        Report By
 CD0106  HISTORY     - UNK      MONUMENTED       CGS
 CD0106  HISTORY     - 1956     GOOD             NGS
 CD0106
 CD0106                          STATION DESCRIPTION
 CD0106
 CD0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0106'2.45 MI W FROM KENT.
 CD0106'2.45 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0106'AT KENT, 40 FEET SOUTH OF THE SOUTH RAIL, 2.6 FEET WEST OF THE 4TH
 CD0106'POLE EAST OF MILEPOST 701, 7.2 FEET NORTH OF A FENCE, 1.5 FEET SOUTH
 CD0106'OF A WITNESS POST, IN THE TOP OF A LIMESTONE POST WHICH PROJECTS 0.8
 CD0106'FOOT ABOVE THE GROUND, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1313 ***********************************************************************
 AW1313  DESIGNATION -  D 171
 AW1313  PID         -  AW1313
 AW1313  STATE/COUNTY-  TX/GALVESTON
 AW1313  USGS QUAD   -  TEXAS CITY (1994)
 AW1313
 AW1313                         *CURRENT SURVEY CONTROL
 AW1313  ___________________________________________________________________
 AW1313* NAD 83(1986)-  29 27 44.     (N)    094 57 36.     (W)     SCALED    
 AW1313* NAVD 88     -         2.27   (+/-2cm)       7.4    (feet)  VERTCON   
 AW1313  ___________________________________________________________________
 AW1313  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW1313
 AW1313  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1313
 AW1313.The horizontal coordinates were scaled from a topographic map and have
 AW1313.an estimated accuracy of +/- 6 seconds.
 AW1313
 AW1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1313.The vertical order pertains to the NGVD 29 superseded value.
 AW1313
 AW1313.The geoid height was determined by GEOID03.
 AW1313
 AW1313;                    North         East    Units  Estimated Accuracy
 AW1313;SPC TXSC     - 4,187,290.      991,760.      MT  (+/- 180 meters Scaled)
 AW1313
 AW1313                          SUPERSEDED SURVEY CONTROL
 AW1313
 AW1313  NGVD 29 (??/??/92)    2.267  (m)            7.44   (f) ADJ UNCH    1 2
 AW1313
 AW1313.Superseded values are not recommended for survey control.
 AW1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1313.See file dsdata.txt to determine how the superseded data were derived.
 AW1313
 AW1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN099607(NAD 83)
 AW1313_MARKER: DB = BENCH MARK DISK
 AW1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1313_STAMPING: D 171 1936 9.724
 AW1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1313+STABILITY: SURFACE MOTION
 AW1313
 AW1313  HISTORY     - Date     Condition        Report By
 AW1313  HISTORY     - 1936     MONUMENTED       CGS
 AW1313  HISTORY     - 1973     GOOD             NGS
 AW1313  HISTORY     - 1978     GOOD             NGS
 AW1313  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1313  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1313  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW1313
 AW1313                          STATION DESCRIPTION
 AW1313
 AW1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1313'8.0 MI SE FROM KEMAH.
 AW1313'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 AW1313'KEMAH, THENCE 0.6 MILE EAST ALONG A GRAVELED ROAD ALONG A LEVEE,
 AW1313'THENCE 0.4 MILE NORTH-NORTHEAST ACROSS A PASTURE TO THE SOUTH BAN OF
 AW1313'DICKINSON BAYOU, ABOUT 125 YARDS EAST OF THE CENTER OF A DRAIN, 43.0
 AW1313'FEET SOUTH OF THE SOUTH BANK AND HIGH WATER MARK OF BAYOU, 186 FEET
 AW1313'NORTHEAST OF A 4-INCH CONCRETE POST WITH LETTERS O.S ON THE SOUTH
 AW1313'SIDE, ON A VERY SLIGHT RISE, AND SET IN THE TOP OF A CONCRETE POST
 AW1313'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW1313
 AW1313                          STATION RECOVERY (1978)
 AW1313
 AW1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1313'RECOVERED IN GOOD CONDITION.
 AW1313
 AW1313                          STATION RECOVERY (1986)
 AW1313
 AW1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1313'NOT RECOVERED, NO EVIDENCE OF MARK WAS FOUND.
 AW1313
 AW1313                          STATION RECOVERY (1994)
 AW1313
 AW1313'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1313'MARK NOT FOUND.
 AW1313
 AW1313                          STATION RECOVERY (2004)
 AW1313
 AW1313'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2497 ***********************************************************************
 AW2497  DESIGNATION -  D 172
 AW2497  PID         -  AW2497
 AW2497  STATE/COUNTY-  TX/GALVESTON
 AW2497  USGS QUAD   -  HIGH ISLAND (1994)
 AW2497
 AW2497                         *CURRENT SURVEY CONTROL
 AW2497  ___________________________________________________________________
 AW2497* NAD 83(1986)-  29 32 02.     (N)    094 25 51.     (W)     SCALED    
 AW2497* NAVD 88     -         1.59   (+/-2cm)       5.2    (feet)  VERTCON   
 AW2497  ___________________________________________________________________
 AW2497  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW2497
 AW2497  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2497
 AW2497.The horizontal coordinates were scaled from a topographic map and have
 AW2497.an estimated accuracy of +/- 6 seconds.
 AW2497
 AW2497.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2497.The vertical order pertains to the NGVD 29 superseded value.
 AW2497
 AW2497.The geoid height was determined by GEOID03.
 AW2497
 AW2497;                    North         East    Units  Estimated Accuracy
 AW2497;SPC TXSC     - 4,197,120.    1,042,740.      MT  (+/- 180 meters Scaled)
 AW2497
 AW2497                          SUPERSEDED SURVEY CONTROL
 AW2497
 AW2497  NGVD 29 (??/??/92)    1.59   (m)            5.2    (f) COMPUTED    1 2
 AW2497
 AW2497.Superseded values are not recommended for survey control.
 AW2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2497.See file dsdata.txt to determine how the superseded data were derived.
 AW2497
 AW2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN613679(NAD 83)
 AW2497_MARKER: DB = BENCH MARK DISK
 AW2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2497_STAMPING: D-172 1936
 AW2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2497+STABILITY: SURFACE MOTION
 AW2497
 AW2497  HISTORY     - Date     Condition        Report By
 AW2497  HISTORY     - 1936     MONUMENTED       CGS
 AW2497  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2497  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 AW2497  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW2497  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW2497  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW2497
 AW2497                          STATION DESCRIPTION
 AW2497
 AW2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2497'4.1 MI NE FROM GILCHRIST.
 AW2497'4.1 MILES NORTHEAST OF DEPOT ALONG STATE HIGHWAY 87 BETWEEN PORT
 AW2497'BOLIVAR AND HIGH ISLAND, 1 TELEPHONE POLE SOUTHWEST ALONG THE TRACK
 AW2497'FROM RAILROAD MILE POLE 31, AND 39 FEET NORTHWEST OF THE CENTER LINE
 AW2497'OF THE HIGHWAY.
 AW2497
 AW2497                          STATION RECOVERY (1953)
 AW2497
 AW2497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2497'MARK NOT FOUND.
 AW2497
 AW2497                          STATION RECOVERY (1999)
 AW2497
 AW2497'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2497'MARK NOT FOUND.
 AW2497
 AW2497                          STATION RECOVERY (2002)
 AW2497
 AW2497'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW2497'MARK NOT FOUND.
 AW2497
 AW2497                          STATION RECOVERY (2003)
 AW2497
 AW2497'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW2497'MARK NOT FOUND.
 AW2497
 AW2497                          STATION RECOVERY (2005)
 AW2497
 AW2497'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2873 ***********************************************************************
 AW2873  DESIGNATION -  D 173
 AW2873  PID         -  AW2873
 AW2873  STATE/COUNTY-  TX/HARRIS
 AW2873  USGS QUAD   -  MORGANS POINT (1993)
 AW2873
 AW2873                         *CURRENT SURVEY CONTROL
 AW2873  ___________________________________________________________________
 AW2873* NAD 83(1986)-  29 42 35.     (N)    094 58 58.     (W)     SCALED    
 AW2873* NAVD 88     -         3.21   (+/-2cm)      10.5    (feet)  VERTCON   
 AW2873  ___________________________________________________________________
 AW2873  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW2873
 AW2873  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2873
 AW2873.The horizontal coordinates were scaled from a topographic map and have
 AW2873.an estimated accuracy of +/- 6 seconds.
 AW2873
 AW2873.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2873.The vertical order pertains to the NGVD 29 superseded value.
 AW2873
 AW2873.The geoid height was determined by GEOID03.
 AW2873
 AW2873;                    North         East    Units  Estimated Accuracy
 AW2873;SPC TXSC     - 4,214,630.      988,610.      MT  (+/- 180 meters Scaled)
 AW2873
 AW2873                          SUPERSEDED SURVEY CONTROL
 AW2873
 AW2873  NGVD 29 (??/??/92)    3.203  (m)           10.51   (f) ADJ UNCH    1 2
 AW2873
 AW2873.Superseded values are not recommended for survey control.
 AW2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2873.See file dsdata.txt to determine how the superseded data were derived.
 AW2873
 AW2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN081882(NAD 83)
 AW2873_MARKER: DB = BENCH MARK DISK
 AW2873_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2873_SP_SET: BRIDGE
 AW2873_STAMPING: D 173 1936 ELEV 12.552 FT
 AW2873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2873
 AW2873  HISTORY     - Date     Condition        Report By
 AW2873  HISTORY     - 1936     MONUMENTED       CGS
 AW2873  HISTORY     - 1959     GOOD             NGS
 AW2873  HISTORY     - 1970     MARK NOT FOUND   LOCENG
 AW2873
 AW2873                          STATION DESCRIPTION
 AW2873
 AW2873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2873'2.2 MI SW FROM BAYTOWN.
 AW2873'ABOUT 0.15 MILE EAST ALONG WEST DEFEE STREET FROM THE POSTOFFICE AT
 AW2873'BAYTOWN, THENCE ABOUT 0.8 MILE SOUTH ALONG SOUTH MAIN STREET, THENCE
 AW2873'ABOUT 0.45 MILE WEST ALONG WEST MAIN STREET, THENCE ABOUT 0.45 MILE
 AW2873'SOUTH ALONG LEE DRIVE, THENCE ABOUT 0.35 MILE SOUTH ALONG HOG ISLAND
 AW2873'ROAD, AT THE NORTH END OF A LONG CONCRETE BRIDGE OVER TABBS BAY, IN
 AW2873'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FLOOR OF THE BRIDGE,
 AW2873'AND ABOUT 10 FEET EAST OF THE CENTER LINE OF THE ROAD.
 AW2873
 AW2873                          STATION RECOVERY (1970)
 AW2873
 AW2873'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AW2873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0846 ***********************************************************************
 AN0846  DESIGNATION -  D 175
 AN0846  PID         -  AN0846
 AN0846  STATE/COUNTY-  TX/CALHOUN
 AN0846  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0846
 AN0846                         *CURRENT SURVEY CONTROL
 AN0846  ___________________________________________________________________
 AN0846* NAD 83(1986)-  28 34 09.     (N)    096 38 13.     (W)     SCALED    
 AN0846* NAVD 88     -         4.44   (+/-2cm)      14.6    (feet)  VERTCON   
 AN0846  ___________________________________________________________________
 AN0846  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN0846
 AN0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0846
 AN0846.The horizontal coordinates were scaled from a topographic map and have
 AN0846.an estimated accuracy of +/- 6 seconds.
 AN0846
 AN0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0846.The vertical order pertains to the NGVD 29 superseded value.
 AN0846
 AN0846.The geoid height was determined by GEOID03.
 AN0846
 AN0846;                    North         East    Units  Estimated Accuracy
 AN0846;SPC TXSC     - 4,083,890.      831,180.      MT  (+/- 180 meters Scaled)
 AN0846
 AN0846                          SUPERSEDED SURVEY CONTROL
 AN0846
 AN0846  NGVD 29 (??/??/92)    4.563  (m)           14.97   (f) ADJ UNCH    2 0
 AN0846
 AN0846.Superseded values are not recommended for survey control.
 AN0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0846.See file dsdata.txt to determine how the superseded data were derived.
 AN0846
 AN0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS311625(NAD 83)
 AN0846_MARKER: DB = BENCH MARK DISK
 AN0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0846_STAMPING: D 175 1950
 AN0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0846+STABILITY: SURFACE MOTION
 AN0846
 AN0846  HISTORY     - Date     Condition        Report By
 AN0846  HISTORY     - 1950     MONUMENTED       CGS
 AN0846  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0846  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0846
 AN0846                          STATION DESCRIPTION
 AN0846
 AN0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN0846'4.5 MI S FROM PORT LAVACA.
 AN0846'4.5 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE INTERSECTION OF U.S.
 AN0846'HIGHWAY 87 AND STATE HIGHWAYS 35 AND 238 AT PORT LAVACA, AT THE MAIN
 AN0846'ENTRANCE OF THE TANNER AIRPORT, 22 FEET SOUTHEAST OF THE CENTER LINE
 AN0846'OF THE MAIN ENTRANCE TO THE AIRPORT, 17 FEET EAST OF THE NORTHEAST
 AN0846'CORNER OF A CATTLE GUARD, 3 FEET NORTHEAST OF A TELEPHONE POLE, 3.6
 AN0846'FEET NORTHEAST OF A FENCE, 1.8 FEET NORTHWEST OF A WITNESS POST, 42
 AN0846'FEET NORTHEAST OF THE CENTER LINE OF THE TOP OF A CONCRETE POST WHICH
 AN0846'PROJECTS 0.3 FEET ABOVE THE GROUND.
 AN0846
 AN0846                          STATION RECOVERY (1988)
 AN0846
 AN0846'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0846'MARK NOT FOUND.
 AN0846
 AN0846                          STATION RECOVERY (1998)
 AN0846
 AN0846'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0729 ***********************************************************************
 AH0729  DESIGNATION -  D 176
 AH0729  PID         -  AH0729
 AH0729  STATE/COUNTY-  TX/NUECES
 AH0729  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0729
 AH0729                         *CURRENT SURVEY CONTROL
 AH0729  ___________________________________________________________________
 AH0729* NAD 83(1986)-  27 44 06.     (N)    097 42 15.     (W)     SCALED    
 AH0729* NAVD 88     -        20.729  (meters)      68.01   (feet)  ADJUSTED  
 AH0729  ___________________________________________________________________
 AH0729  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH0729  DYNAMIC HT  -          20.697 (meters)      67.90  (feet)  COMP
 AH0729  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 AH0729
 AH0729  VERT ORDER  -  FIRST     CLASS II
 AH0729
 AH0729.The horizontal coordinates were scaled from a topographic map and have
 AH0729.an estimated accuracy of +/- 6 seconds.
 AH0729
 AH0729.The orthometric height was determined by differential leveling
 AH0729.and adjusted by the National Geodetic Survey in June 1991..
 AH0729
 AH0729.The geoid height was determined by GEOID03.
 AH0729
 AH0729.The dynamic height is computed by dividing the NAVD 88
 AH0729.geopotential number by the normal gravity value computed on the
 AH0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0729.degrees latitude (g = 980.6199 gals.).
 AH0729
 AH0729.The modeled gravity was interpolated from observed gravity values.
 AH0729
 AH0729;                    North         East    Units  Estimated Accuracy
 AH0729;SPC TX S     - 5,229,410.      378,470.      MT  (+/- 180 meters Scaled)
 AH0729
 AH0729                          SUPERSEDED SURVEY CONTROL
 AH0729
 AH0729  NGVD 29 (??/??/92)   20.854  (m)           68.42   (f) ADJ UNCH    1 2
 AH0729
 AH0729.Superseded values are not recommended for survey control.
 AH0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0729.See file dsdata.txt to determine how the superseded data were derived.
 AH0729
 AH0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR277685(NAD 83)
 AH0729_MARKER: DB = BENCH MARK DISK
 AH0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0729_STAMPING: D 176 1950
 AH0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0729+STABILITY: SURFACE MOTION
 AH0729
 AH0729  HISTORY     - Date     Condition        Report By
 AH0729  HISTORY     - 1950     MONUMENTED       CGS
 AH0729  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0729  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0729
 AH0729                          STATION DESCRIPTION
 AH0729
 AH0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0729'4.4 MI SW FROM ROBSTOWN.
 AH0729'4.4 MILES SOUTHWEST ALONG THE ST. LOUIS,
 AH0729'BROWNSVILLE AND MEXICO RAILROAD FROM THE STATION AT ROBSTOWN, 45 FEET
 AH0729'NORTHWEST OF THE NORTHWEST RAIL, 6 FEET NORTHWEST OF MILEPOST 137, 2.8
 AH0729'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AH0729'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN
 AH0729'PACIFIC LINES.
 AH0729
 AH0729                          STATION RECOVERY (1981)
 AH0729
 AH0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0729'SEARCHED FOR, NOT RECOVERED THIS DATE, POSSIBLY DESTROYED BY FARM
 AH0729'EQUIPMENT.
 AH0729
 AH0729                          STATION RECOVERY (2001)
 AH0729
 AH0729'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0940 ***********************************************************************
 AH0940  DESIGNATION -  D 177
 AH0940  PID         -  AH0940
 AH0940  STATE/COUNTY-  TX/NUECES
 AH0940  USGS QUAD   -  ROBSTOWN (1975)
 AH0940
 AH0940                         *CURRENT SURVEY CONTROL
 AH0940  ___________________________________________________________________
 AH0940* NAD 83(1986)-  27 47 19.     (N)    097 40 05.     (W)     SCALED    
 AH0940* NAVD 88     -        22.609  (meters)      74.18   (feet)  ADJUSTED  
 AH0940  ___________________________________________________________________
 AH0940  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH0940  DYNAMIC HT  -          22.575 (meters)      74.06  (feet)  COMP
 AH0940  MODELED GRAV-     979,118.6   (mgal)                       NAVD 88
 AH0940
 AH0940  VERT ORDER  -  FIRST     CLASS II
 AH0940
 AH0940.The horizontal coordinates were scaled from a topographic map and have
 AH0940.an estimated accuracy of +/- 6 seconds.
 AH0940
 AH0940.The orthometric height was determined by differential leveling
 AH0940.and adjusted by the National Geodetic Survey in June 1991..
 AH0940
 AH0940.The geoid height was determined by GEOID03.
 AH0940
 AH0940.The dynamic height is computed by dividing the NAVD 88
 AH0940.geopotential number by the normal gravity value computed on the
 AH0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0940.degrees latitude (g = 980.6199 gals.).
 AH0940
 AH0940.The modeled gravity was interpolated from observed gravity values.
 AH0940
 AH0940;                    North         East    Units  Estimated Accuracy
 AH0940;SPC TX S     - 5,235,370.      381,990.      MT  (+/- 180 meters Scaled)
 AH0940
 AH0940                          SUPERSEDED SURVEY CONTROL
 AH0940
 AH0940  NGVD 29 (??/??/92)   22.742  (m)           74.61   (f) ADJ UNCH    1 2
 AH0940
 AH0940.Superseded values are not recommended for survey control.
 AH0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0940.See file dsdata.txt to determine how the superseded data were derived.
 AH0940
 AH0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR312744(NAD 83)
 AH0940_MARKER: DB = BENCH MARK DISK
 AH0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0940_STAMPING: D 177 1950
 AH0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0940+STABILITY: SURFACE MOTION
 AH0940
 AH0940  HISTORY     - Date     Condition        Report By
 AH0940  HISTORY     - 1950     MONUMENTED       CGS
 AH0940  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0940
 AH0940                          STATION DESCRIPTION
 AH0940
 AH0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0940'0.4 MI W FROM ROBSTOWN.
 AH0940'0.4 MILE WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE ST. LOUIS,
 AH0940'BROWNSVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, 44.5 FEET NORTH
 AH0940'OF THE NORTH RAIL OF THE MAIN TRACK, 19 FEET EAST OF THE CENTER LINE
 AH0940'OF WASHINGTON AVENUE, 49 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AH0940'ROBSTOWN LUMBER COMPANY WAREHOUSE, 2.5 FEET EAST OF MILEPOST 145, 3.4
 AH0940'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AH0940'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AH0940
 AH0940                          STATION RECOVERY (2001)
 AH0940
 AH0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0940'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0452 ***********************************************************************
 AB0452  DESIGNATION -  D 178
 AB0452  PID         -  AB0452
 AB0452  STATE/COUNTY-  TX/CAMERON
 AB0452  USGS QUAD   -  HARLINGEN (1983)
 AB0452
 AB0452                         *CURRENT SURVEY CONTROL
 AB0452  ___________________________________________________________________
 AB0452* NAD 83(1986)-  26 10 15.     (N)    097 42 48.     (W)     SCALED    
 AB0452* NAVD 88     -        12.554  (meters)      41.19   (feet)  ADJUSTED  
 AB0452  ___________________________________________________________________
 AB0452  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AB0452  DYNAMIC HT  -          12.534 (meters)      41.12  (feet)  COMP
 AB0452  MODELED GRAV-     979,031.3   (mgal)                       NAVD 88
 AB0452
 AB0452  VERT ORDER  -  FIRST     CLASS II
 AB0452
 AB0452.The horizontal coordinates were scaled from a topographic map and have
 AB0452.an estimated accuracy of +/- 6 seconds.
 AB0452
 AB0452.The orthometric height was determined by differential leveling
 AB0452.and adjusted by the National Geodetic Survey in June 1991..
 AB0452
 AB0452.The geoid height was determined by GEOID03.
 AB0452
 AB0452.The dynamic height is computed by dividing the NAVD 88
 AB0452.geopotential number by the normal gravity value computed on the
 AB0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0452.degrees latitude (g = 980.6199 gals.).
 AB0452
 AB0452.The modeled gravity was interpolated from observed gravity values.
 AB0452
 AB0452;                    North         East    Units  Estimated Accuracy
 AB0452;SPC TX S     - 5,056,100.      378,640.      MT  (+/- 180 meters Scaled)
 AB0452
 AB0452                          SUPERSEDED SURVEY CONTROL
 AB0452
 AB0452  NGVD 29 (??/??/92)   12.658  (m)           41.53   (f) ADJ UNCH    1 2
 AB0452
 AB0452.Superseded values are not recommended for survey control.
 AB0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0452.See file dsdata.txt to determine how the superseded data were derived.
 AB0452
 AB0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP285952(NAD 83)
 AB0452_MARKER: DB = BENCH MARK DISK
 AB0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0452_STAMPING: D 178 1951
 AB0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0452+STABILITY: SURFACE MOTION
 AB0452
 AB0452  HISTORY     - Date     Condition        Report By
 AB0452  HISTORY     - 1951     MONUMENTED       CGS
 AB0452  HISTORY     - 1956     GOOD             NGS
 AB0452  HISTORY     - 19910320 GOOD             USPSQD
 AB0452  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0452  HISTORY     - 19940426 MARK NOT FOUND   USPSQD
 AB0452
 AB0452                          STATION DESCRIPTION
 AB0452
 AB0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0452'2.15 MI SW FROM HARLINGEN.
 AB0452'0.35 MILE WEST ALONG U.S. HIGHWAY 83 SPUR FROM THE ST. LOUIS,
 AB0452'BROWNSVILLE AND MEXICO RAILROAD STATION AT HARLINGEN, THENCE 0.85 MILE
 AB0452'SOUTHEAST ALONG U.S. HIGHWAY 83, THENCE 0.25 MILE SOUTHWEST ALONG AN
 AB0452'OILED ROAD, THENCE 0.7 MILE SOUTHWEST ALONG A GRAVELED ROAD, 265 FEET
 AB0452'WEST OF THE NORTHWEST CORNER OF THE NORTH HANGAR OF THE HARLINGEN
 AB0452'AIRPORT, 27 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 34
 AB0452'FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 1.6 FEET NORTH
 AB0452'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AB0452'0.5 FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0452
 AB0452                          STATION RECOVERY (1956)
 AB0452
 AB0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 AB0452'RECOVERED IN GOOD CONDITION.
 AB0452
 AB0452                          STATION RECOVERY (1991)
 AB0452
 AB0452'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0452'RECOVERED IN GOOD CONDITION.
 AB0452
 AB0452                          STATION RECOVERY (1993)
 AB0452
 AB0452'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0452'MARK NOT FOUND.
 AB0452
 AB0452                          STATION RECOVERY (1994)
 AB0452
 AB0452'RECOVERY NOTE BY US POWER SQUADRON 1994
 AB0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0475 ***********************************************************************
 AH0475  DESIGNATION -  D 179
 AH0475  PID         -  AH0475
 AH0475  STATE/COUNTY-  TX/KLEBERG
 AH0475  USGS QUAD   -  RICARDO (1979)
 AH0475
 AH0475                         *CURRENT SURVEY CONTROL
 AH0475  ___________________________________________________________________
 AH0475* NAD 83(1986)-  27 22 47.     (N)    097 50 31.     (W)     SCALED    
 AH0475* NAVD 88     -        13.402  (meters)      43.97   (feet)  ADJUSTED  
 AH0475  ___________________________________________________________________
 AH0475  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AH0475  DYNAMIC HT  -          13.382 (meters)      43.90  (feet)  COMP
 AH0475  MODELED GRAV-     979,094.3   (mgal)                       NAVD 88
 AH0475
 AH0475  VERT ORDER  -  FIRST     CLASS II
 AH0475
 AH0475.The horizontal coordinates were scaled from a topographic map and have
 AH0475.an estimated accuracy of +/- 6 seconds.
 AH0475
 AH0475.The orthometric height was determined by differential leveling
 AH0475.and adjusted by the National Geodetic Survey in June 1991..
 AH0475
 AH0475.The geoid height was determined by GEOID03.
 AH0475
 AH0475.The dynamic height is computed by dividing the NAVD 88
 AH0475.geopotential number by the normal gravity value computed on the
 AH0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0475.degrees latitude (g = 980.6199 gals.).
 AH0475
 AH0475.The modeled gravity was interpolated from observed gravity values.
 AH0475
 AH0475;                    North         East    Units  Estimated Accuracy
 AH0475;SPC TX S     - 5,189,960.      365,090.      MT  (+/- 180 meters Scaled)
 AH0475
 AH0475                          SUPERSEDED SURVEY CONTROL
 AH0475
 AH0475  NGVD 29 (??/??/92)   13.503  (m)           44.30   (f) ADJ UNCH    1 2
 AH0475
 AH0475.Superseded values are not recommended for survey control.
 AH0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0475.See file dsdata.txt to determine how the superseded data were derived.
 AH0475
 AH0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR145290(NAD 83)
 AH0475_MARKER: DB = BENCH MARK DISK
 AH0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0475_SP_SET: CULVERT
 AH0475_STAMPING: D 179 1951
 AH0475_MARK LOGO: CGS   
 AH0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0475
 AH0475  HISTORY     - Date     Condition        Report By
 AH0475  HISTORY     - 1951     MONUMENTED       CGS
 AH0475  HISTORY     - 1981     GOOD             NGS
 AH0475  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AH0475
 AH0475                          STATION DESCRIPTION
 AH0475
 AH0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0475'5.8 MI N FROM RIVIERA.
 AH0475'5.8 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0475'FROM THE STATION AT RIVIERA, 2 1/2 POLES NORTH OF MILEPOST 109, 70
 AH0475'FEET EAST OF THE EAST RAIL, 20 FEET WEST OF THE CENTER LINE OF U.S.
 AH0475'HIGHWAY 77, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 AH0475'CONCRETE CULVERT UNDER THE HIGHWAY.  NOTE-- NOW THE SOUTHERN PACIFIC
 AH0475'LINES.
 AH0475
 AH0475                          STATION RECOVERY (1981)
 AH0475
 AH0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0475'RECOVERED THIS DATE, A NEW DESCRIPTION FOLLOWS-10.6 KM (6.55 MI)
 AH0475'NORTH-NORTHWEST ALONG U.S. HIGHWAY 77 NORTHBOUND FROM THE JUNCTION OF
 AH0475'STATE HIGHWAY 285 AND FARM ROAD 771 IN RIVIERA, SET IN THE TOP OF THE
 AH0475'SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 AH0475'HIGHWAY, 6.1 METERS (20.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 AH0475'21.3 METERS (70.0 FT) EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC
 AH0475'RAILROAD.
 AH0475
 AH0475                          STATION RECOVERY (1987)
 AH0475
 AH0475'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AH0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0604 ***********************************************************************
 CD0604  DESIGNATION -  D 18
 CD0604  PID         -  CD0604
 CD0604  STATE/COUNTY-  TX/HUDSPETH
 CD0604  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0604
 CD0604                         *CURRENT SURVEY CONTROL
 CD0604  ___________________________________________________________________
 CD0604* NAD 83(1986)-  31 13 55.     (N)    105 30 58.     (W)     SCALED    
 CD0604* NAVD 88     -      1326.923  (meters)    4353.41   (feet)  ADJUSTED  
 CD0604  ___________________________________________________________________
 CD0604  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CD0604  DYNAMIC HT  -        1324.820 (meters)    4346.51  (feet)  COMP
 CD0604  MODELED GRAV-     979,009.8   (mgal)                       NAVD 88
 CD0604
 CD0604  VERT ORDER  -  FIRST     CLASS II
 CD0604
 CD0604.The horizontal coordinates were scaled from a topographic map and have
 CD0604.an estimated accuracy of +/- 6 seconds.
 CD0604
 CD0604.The orthometric height was determined by differential leveling
 CD0604.and adjusted by the National Geodetic Survey in June 1991..
 CD0604
 CD0604.The geoid height was determined by GEOID03.
 CD0604
 CD0604.The dynamic height is computed by dividing the NAVD 88
 CD0604.geopotential number by the normal gravity value computed on the
 CD0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0604.degrees latitude (g = 980.6199 gals.).
 CD0604
 CD0604.The modeled gravity was interpolated from observed gravity values.
 CD0604
 CD0604;                    North         East    Units  Estimated Accuracy
 CD0604;SPC TX C     - 3,185,020.      206,460.      MT  (+/- 180 meters Scaled)
 CD0604
 CD0604                          SUPERSEDED SURVEY CONTROL
 CD0604
 CD0604  NGVD 29 (??/??/92) 1326.341  (m)         4351.50   (f) ADJ UNCH    1 2
 CD0604
 CD0604.Superseded values are not recommended for survey control.
 CD0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0604.See file dsdata.txt to determine how the superseded data were derived.
 CD0604
 CD0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ508554(NAD 83)
 CD0604_MARKER: P = PIPE CAP
 CD0604_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0604_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0604_STAMPING: D 18 ELEV 4351.569 FT
 CD0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0604
 CD0604  HISTORY     - Date     Condition        Report By
 CD0604  HISTORY     - UNK      MONUMENTED       CGS
 CD0604  HISTORY     - 1956     GOOD             NGS
 CD0604
 CD0604                          STATION DESCRIPTION
 CD0604
 CD0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0604'11.0 MI W FROM SIERRA BLANCA.
 CD0604'11.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0604'STATION AT SIERRA BLANCA, 187.1 FEET SOUTHWEST OF THE SOUTH CORNER OF
 CD0604'BRIDGE 747.96, 40.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5.5 FEET
 CD0604'NORTHWEST OF MILEPOST 748, 6.3 FEET NORTHWEST OF A FENCE, 2.1 FEET
 CD0604'SOUTHEAST OF A WITNESS POST, 1.2 MILES EAST OF BENCH MARK U 1066,
 CD0604'SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.6 FEET
 CD0604'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2181 ***********************************************************************
 CS2181  DESIGNATION -  D 18 PTS 11 Y
 CS2181  PID         -  CS2181
 CS2181  STATE/COUNTY-  TX/HOOD
 CS2181  USGS QUAD   -  GRANBURY (1979)
 CS2181
 CS2181                         *CURRENT SURVEY CONTROL
 CS2181  ___________________________________________________________________
 CS2181* NAD 83(1986)-  32 26 33.     (N)    097 47 12.     (W)     SCALED    
 CS2181* NAVD 88     -       219.970  (meters)     721.68   (feet)  ADJUSTED  
 CS2181  ___________________________________________________________________
 CS2181  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CS2181  DYNAMIC HT  -         219.703 (meters)     720.81  (feet)  COMP
 CS2181  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 CS2181
 CS2181  VERT ORDER  -  SECOND    CLASS 0
 CS2181
 CS2181.The horizontal coordinates were scaled from a topographic map and have
 CS2181.an estimated accuracy of +/- 6 seconds.
 CS2181
 CS2181.The orthometric height was determined by differential leveling
 CS2181.and adjusted by the National Geodetic Survey in June 1991..
 CS2181
 CS2181.The geoid height was determined by GEOID03.
 CS2181
 CS2181.The dynamic height is computed by dividing the NAVD 88
 CS2181.geopotential number by the normal gravity value computed on the
 CS2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2181.degrees latitude (g = 980.6199 gals.).
 CS2181
 CS2181.The modeled gravity was interpolated from observed gravity values.
 CS2181
 CS2181;                    North         East    Units  Estimated Accuracy
 CS2181;SPC TXNC     - 2,086,260.      667,070.      MT  (+/- 180 meters Scaled)
 CS2181
 CS2181                          SUPERSEDED SURVEY CONTROL
 CS2181
 CS2181  NGVD 29 (??/??/92)  219.943  (m)          721.60   (f) ADJ UNCH    2 0
 CS2181
 CS2181.Superseded values are not recommended for survey control.
 CS2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2181.See file dsdata.txt to determine how the superseded data were derived.
 CS2181
 CS2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA140901(NAD 83)
 CS2181_MARKER: DD = SURVEY DISK
 CS2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2181_STAMPING: 721.61 D 18 1923 PRIM TRAV STA NO 11 Y
 CS2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2181+STABILITY: SURFACE MOTION
 CS2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2181+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 CS2181
 CS2181  HISTORY     - Date     Condition        Report By
 CS2181  HISTORY     - 1923     MONUMENTED       USGS
 CS2181  HISTORY     - 1952     GOOD             NGS
 CS2181  HISTORY     - 20050530 GOOD             USPSQD
 CS2181
 CS2181                          STATION DESCRIPTION
 CS2181
 CS2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2181'IN GRANBURY.
 CS2181'AT GRANBURY, HOOD COUNTY, AND AT THE SOUTHWEST CORNER OF THE
 CS2181'COURTHOUSE.  A UNITED STATES GEOLOGICAL SURVEY DISK, STAMPED AS ABOVE
 CS2181'AND SET IN A CONCRETE POST.
 CS2181
 CS2181                          STATION RECOVERY (2005)
 CS2181
 CS2181'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 CS2181'MARK IS 3 FEET NORTH OF THE SW CORNER, 1 FOOT WEST OF THE WEST WALL,
 CS2181'PROTECTED IN A 8-INCH STEEL PIPE, 6 INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0139 ***********************************************************************
 CE0139  DESIGNATION -  D 180
 CE0139  PID         -  CE0139
 CE0139  STATE/COUNTY-  TX/EL PASO
 CE0139  USGS QUAD   -  FORT BLISS SE (1994)
 CE0139
 CE0139                         *CURRENT SURVEY CONTROL
 CE0139  ___________________________________________________________________
 CE0139* NAD 83(1986)-  31 47 56.     (N)    106 19 21.     (W)     SCALED    
 CE0139* NAVD 88     -      1209.780  (meters)    3969.09   (feet)  POSTED    
 CE0139  ___________________________________________________________________
 CE0139  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CE0139  DYNAMIC HT  -        1207.930 (meters)    3963.02  (feet)  COMP
 CE0139  MODELED GRAV-     979,066.0   (mgal)                       NAVD 88
 CE0139
 CE0139  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CE0139
 CE0139.The horizontal coordinates were scaled from a topographic map and have
 CE0139.an estimated accuracy of +/- 6 seconds.
 CE0139
 CE0139.The orthometric height was determined by differential leveling
 CE0139.and adjusted by the National Geodetic Survey in 1992..
 CE0139.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CE0139.rate of 4.1 thru 8.0 mm/km.
 CE0139
 CE0139.The geoid height was determined by GEOID03.
 CE0139
 CE0139.The dynamic height is computed by dividing the NAVD 88
 CE0139.geopotential number by the normal gravity value computed on the
 CE0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0139.degrees latitude (g = 980.6199 gals.).
 CE0139
 CE0139.The modeled gravity was interpolated from observed gravity values.
 CE0139
 CE0139;                    North         East    Units  Estimated Accuracy
 CE0139;SPC TX C     - 3,251,640.      133,120.      MT  (+/- 180 meters Scaled)
 CE0139
 CE0139                          SUPERSEDED SURVEY CONTROL
 CE0139
 CE0139  NGVD 29 (??/??/92) 1209.174  (m)         3967.10   (f) ADJ UNCH    1 2
 CE0139
 CE0139.Superseded values are not recommended for survey control.
 CE0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0139.See file dsdata.txt to determine how the superseded data were derived.
 CE0139
 CE0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR748189(NAD 83)
 CE0139_MARKER: DB = BENCH MARK DISK
 CE0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0139_STAMPING: D 180 1933
 CE0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0139+STABILITY: SURFACE MOTION
 CE0139
 CE0139  HISTORY     - Date     Condition        Report By
 CE0139  HISTORY     - 1933     MONUMENTED       CGS
 CE0139  HISTORY     - 1958     GOOD             NGS
 CE0139  HISTORY     - 1972     GOOD             NGS
 CE0139  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0139
 CE0139                          STATION DESCRIPTION
 CE0139
 CE0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0139'5.75 MI E FROM EL PASO.
 CE0139'ABOUT 5.75 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0139'OF LOOP 16 AT EL PASO, 48 FEET SOUTH OF THE CENTER LINE OF THE
 CE0139'HIGHWAY, ABOUT 1.3 MILES WEST OF 5 RADIO TOWERS, 2 FEET EAST OF A
 CE0139'CONCRETE WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 CE0139'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 1/2 FEET.
 CE0139
 CE0139                          STATION RECOVERY (1972)
 CE0139
 CE0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CE0139'RECOVERED IN GOOD CONDITION.
 CE0139
 CE0139                          STATION RECOVERY (1981)
 CE0139
 CE0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0140 ***********************************************************************
 CE0140  DESIGNATION -  D 180 RESET
 CE0140  PID         -  CE0140
 CE0140  STATE/COUNTY-  TX/EL PASO
 CE0140  USGS QUAD   -  FORT BLISS SE (1994)
 CE0140
 CE0140                         *CURRENT SURVEY CONTROL
 CE0140  ___________________________________________________________________
 CE0140* NAD 83(1986)-  31 47 58.     (N)    106 19 25.     (W)     SCALED    
 CE0140* NAVD 88     -      1209.666  (meters)    3968.71   (feet)  ADJUSTED  
 CE0140  ___________________________________________________________________
 CE0140  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CE0140  DYNAMIC HT  -        1207.812 (meters)    3962.63  (feet)  COMP
 CE0140  MODELED GRAV-     979,066.0   (mgal)                       NAVD 88
 CE0140
 CE0140  VERT ORDER  -  FIRST     CLASS I
 CE0140
 CE0140.The horizontal coordinates were scaled from a topographic map and have
 CE0140.an estimated accuracy of +/- 6 seconds.
 CE0140
 CE0140.The orthometric height was determined by differential leveling
 CE0140.and adjusted by the National Geodetic Survey in November 1996..
 CE0140
 CE0140.The geoid height was determined by GEOID03.
 CE0140
 CE0140.The dynamic height is computed by dividing the NAVD 88
 CE0140.geopotential number by the normal gravity value computed on the
 CE0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0140.degrees latitude (g = 980.6199 gals.).
 CE0140
 CE0140.The modeled gravity was interpolated from observed gravity values.
 CE0140
 CE0140;                    North         East    Units  Estimated Accuracy
 CE0140;SPC TX C     - 3,251,710.      133,020.      MT  (+/- 180 meters Scaled)
 CE0140
 CE0140                          SUPERSEDED SURVEY CONTROL
 CE0140
 CE0140  NAVD 88 (06/15/91) 1209.637  (m)         3968.62   (f) UNKNOWN     1 1
 CE0140
 CE0140.Superseded values are not recommended for survey control.
 CE0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0140.See file dsdata.txt to determine how the superseded data were derived.
 CE0140
 CE0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR747189(NAD 83)
 CE0140_MARKER: DV = VERTICAL CONTROL DISK
 CE0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0140_SP_SET: CONCRETE POST
 CE0140_STAMPING: D 180 RESET 1972
 CE0140_MARK LOGO: NGS   
 CE0140_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0140_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0140+STABILITY: SURFACE MOTION
 CE0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0140+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0140
 CE0140  HISTORY     - Date     Condition        Report By
 CE0140  HISTORY     - 1972     MONUMENTED       NGS
 CE0140  HISTORY     - 1981     GOOD             NGS
 CE0140  HISTORY     - 19921117 GOOD             NGS
 CE0140
 CE0140                          STATION DESCRIPTION
 CE0140
 CE0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CE0140'6 MI ENE FROM EL PASO.
 CE0140'FROM THE INTERSECTION OF MONTANA AVE. (U.S. HWYS. 62 AND 180) AND
 CE0140'AIRPORT ROAD, WHICH IS LOCATED ON THE EAST EDGE OF EL PASO.  GO
 CE0140'EASTERLY ON MONTANA AVE.  (U.S. HWYS.  62 AND 180) FOR 4.2 MILES TO
 CE0140'MARK ON THE LEFT.  NOTE-- THIS IS AT THE BASE OF WHERE THE HIGHWAY
 CE0140'DROPS DOWN FROM A SMALL RISE.  IT IS A STANDARD BENCH MARK DISK, SET
 CE0140'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 8-INCHES AND IS
 CE0140'STAMPED D 180 RESET 1972.  IT IS 57 FEET NORTH OF THE CENTER-LINE OF
 CE0140'HIGHWAY, 62 FEET WEST OF A BURIED TELEPHONE CABLE OUTLET, 3.6 FEET
 CE0140'EAST OF UTILITY POLE NO. 12 AND 2.6 FEET WEST OF A METAL WITNESS POST.
 CE0140
 CE0140                          STATION RECOVERY (1981)
 CE0140
 CE0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0140'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 CE0140'10.1 KM (6.25 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0140'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO, 0.2
 CE0140'KM (0.1 MI) WEST OF LEE TREVINO DRIVE, 17.4 METERS (57.0 FT) NORTH
 CE0140'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 1.2
 CE0140'METERS (4.0 FT) EAST OF UTILITY POLE NUMBER 12.
 CE0140'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 CE0140
 CE0140                          STATION RECOVERY (1992)
 CE0140
 CE0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0140'9.9 KM (6.15 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0140'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 61.0 M (200.1 FT) EAST
 CE0140'OF THE EXTENDED CENTER OF LEE TREVINO DRIVE, 29.6 M (97.1 FT) EAST OF
 CE0140'A UTILITY POLE, 19.1 M (62.7 FT) WEST OF AN UNDERGROUND CABLE
 CE0140'JUNCTION BOX, 17.4 M (57.1 FT) NORTH OF THE CENTERLINE OF THE
 CE0140'WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 CE0140'HIGHWAY, 0.8 M (2.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 CE0140'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0699 ***********************************************************************
 CD0699  DESIGNATION -  D 181
 CD0699  PID         -  CD0699
 CD0699  STATE/COUNTY-  TX/HUDSPETH
 CD0699  USGS QUAD   -  MOLESWORTH MESA NORTH (1979)
 CD0699
 CD0699                         *CURRENT SURVEY CONTROL
 CD0699  ___________________________________________________________________
 CD0699* NAD 83(1986)-  31 48 00.     (N)    105 35 22.     (W)     SCALED    
 CD0699* NAVD 88     -      1373.148  (meters)    4505.07   (feet)  ADJUSTED  
 CD0699  ___________________________________________________________________
 CD0699  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0699  DYNAMIC HT  -        1371.032 (meters)    4498.13  (feet)  COMP
 CD0699  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 CD0699
 CD0699  VERT ORDER  -  FIRST     CLASS II
 CD0699
 CD0699.The horizontal coordinates were scaled from a topographic map and have
 CD0699.an estimated accuracy of +/- 6 seconds.
 CD0699
 CD0699.The orthometric height was determined by differential leveling
 CD0699.and adjusted by the National Geodetic Survey in June 1991..
 CD0699
 CD0699.The geoid height was determined by GEOID03.
 CD0699
 CD0699.The dynamic height is computed by dividing the NAVD 88
 CD0699.geopotential number by the normal gravity value computed on the
 CD0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0699.degrees latitude (g = 980.6199 gals.).
 CD0699
 CD0699.The modeled gravity was interpolated from observed gravity values.
 CD0699
 CD0699;                    North         East    Units  Estimated Accuracy
 CD0699;SPC TX C     - 3,248,260.      202,450.      MT  (+/- 180 meters Scaled)
 CD0699
 CD0699                          SUPERSEDED SURVEY CONTROL
 CD0699
 CD0699  NGVD 29 (??/??/92) 1372.530  (m)         4503.04   (f) ADJ UNCH    1 2
 CD0699
 CD0699.Superseded values are not recommended for survey control.
 CD0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0699.See file dsdata.txt to determine how the superseded data were derived.
 CD0699
 CD0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR442184(NAD 83)
 CD0699_MARKER: DB = BENCH MARK DISK
 CD0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0699_STAMPING: D 181 1933
 CD0699_PROJECTION: PROJECTING 25 CENTIMETERS
 CD0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0699+STABILITY: SURFACE MOTION
 CD0699
 CD0699  HISTORY     - Date     Condition        Report By
 CD0699  HISTORY     - 1933     MONUMENTED       CGS
 CD0699  HISTORY     - 1976     GOOD             USGS
 CD0699  HISTORY     - 1981     GOOD             NGS
 CD0699
 CD0699                          STATION DESCRIPTION
 CD0699
 CD0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CD0699'56.2 MI E FROM EL PASO.
 CD0699'IN HUDSPETH COUNTY, 56.2 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0699'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 0.3 MILE WEST OF A
 CD0699'CATTLE GUARD, 57 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 12
 CD0699'FEET NORTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED D 181 1933 AND
 CD0699'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CD0699
 CD0699                          STATION RECOVERY (1976)
 CD0699
 CD0699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0699'IN HUDSPETH COUNTY, 41.7 MI. EAST ALONG U.S. HWY. 62-180 FROM THE
 CD0699'JCT. WITH LOOP 375 AT EL PASO, EL PASO COUNTY, 0.3 MI. WEST OF A
 CD0699'NORTH-SOUTH FENCE, 67 FT. SOUTH OF THE C/L OF THE HWY., 12 FT. NORTH
 CD0699'OF THE R.O.W. FENCE. A STANDARD DISK, STAMPED D 181 1933 AND SET IN
 CD0699'THE TOP OF A CONCRETE POST PROJECTING 0.9 FT. ABOVE THE GROUND.
 CD0699
 CD0699                          STATION RECOVERY (1981)
 CD0699
 CD0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0699'83.2 KM (51.65 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0699'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0699'0.5 KM (0.3 MI) WEST OF A DOUBLE FENCE CORNER, 20.4 METERS (67.0 FT)
 CD0699'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 3.8 METERS
 CD0699'(12.5 FT) NORTH-NORTHEAST OF A FENCE.
 CD0699'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0699'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0310 ***********************************************************************
 CD0310  DESIGNATION -  D 182
 CD0310  PID         -  CD0310
 CD0310  STATE/COUNTY-  TX/CULBERSON
 CD0310  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0310
 CD0310                         *CURRENT SURVEY CONTROL
 CD0310  ___________________________________________________________________
 CD0310* NAD 83(1986)-  31 52 06.     (N)    104 48 48.     (W)     SCALED    
 CD0310* NAVD 88     -      1655.059  (meters)    5429.97   (feet)  ADJUSTED  
 CD0310  ___________________________________________________________________
 CD0310  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CD0310  DYNAMIC HT  -        1652.445 (meters)    5421.40  (feet)  COMP
 CD0310  MODELED GRAV-     979,000.9   (mgal)                       NAVD 88
 CD0310
 CD0310  VERT ORDER  -  FIRST     CLASS I
 CD0310
 CD0310.The horizontal coordinates were scaled from a topographic map and have
 CD0310.an estimated accuracy of +/- 6 seconds.
 CD0310
 CD0310.The orthometric height was determined by differential leveling
 CD0310.and adjusted by the National Geodetic Survey in June 1991..
 CD0310
 CD0310.The geoid height was determined by GEOID03.
 CD0310
 CD0310.The dynamic height is computed by dividing the NAVD 88
 CD0310.geopotential number by the normal gravity value computed on the
 CD0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0310.degrees latitude (g = 980.6199 gals.).
 CD0310
 CD0310.The modeled gravity was interpolated from observed gravity values.
 CD0310
 CD0310;                    North         East    Units  Estimated Accuracy
 CD0310;SPC TX C     - 3,252,610.      276,180.      MT  (+/- 180 meters Scaled)
 CD0310
 CD0310                          SUPERSEDED SURVEY CONTROL
 CD0310
 CD0310  NGVD 29 (??/??/92) 1654.410  (m)         5427.84   (f) ADJ UNCH    1 1
 CD0310
 CD0310.Superseded values are not recommended for survey control.
 CD0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0310.See file dsdata.txt to determine how the superseded data were derived.
 CD0310
 CD0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER176258(NAD 83)
 CD0310_MARKER: DB = BENCH MARK DISK
 CD0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0310_STAMPING: D 182 1933
 CD0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0310+STABILITY: SURFACE MOTION
 CD0310
 CD0310  HISTORY     - Date     Condition        Report By
 CD0310  HISTORY     - 1933     MONUMENTED       CGS
 CD0310  HISTORY     - 1973     GOOD             USGS
 CD0310  HISTORY     - 1977     GOOD             NGS
 CD0310
 CD0310                          STATION DESCRIPTION
 CD0310
 CD0310'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0310'109.4 MI E FROM EL PASO.
 CD0310'ABOUT 101.8 MI EAST ALONG U.S. 62 AND 180 FROM THE JCT OF LOOP 16 AT
 CD0310'EL PASO.  1.9 MI SOUTH OF THE HWY MAINTENANCE CAMP AT PINE SPRINGS.
 CD0310'2.2 MI EAST OF THE HWY, ABOUT 480 FEET NORTH OF AN IRON CULVERT ALONG
 CD0310'THE OLD HWY, 48 FEET EAST OF THE CENTERLINE OF THE OLD HWY, 33 FEET
 CD0310'WEST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJ. 16
 CD0310'INCHES ABOVE THE GROUND.
 CD0310
 CD0310                          STATION RECOVERY (1977)
 CD0310
 CD0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0310'0.65 MILE SOUTH ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0310'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.35 MILES
 CD0310'SOUTHEAST ALONG THE 1943 ROUTE OF U.S. HIGHWAYS 62 AND 180,
 CD0310'480 FT. NORTH OF A 42-INCH CORRUGATED STEEL PIPE CULVERT,
 CD0310'45.5 FT. EAST OF THE CENTER LINE OF THE HIGHWAY,
 CD0310'34.5 FT. WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1811 ***********************************************************************
 CS1811  DESIGNATION -  D 183
 CS1811  PID         -  CS1811
 CS1811  STATE/COUNTY-  TX/TARRANT
 CS1811  USGS QUAD   -  KENNEDALE (1981)
 CS1811
 CS1811                         *CURRENT SURVEY CONTROL
 CS1811  ___________________________________________________________________
 CS1811* NAD 83(1986)-  32 43 16.     (N)    097 07 53.     (W)     SCALED    
 CS1811* NAVD 88     -       197.408  (meters)     647.66   (feet)  ADJUSTED  
 CS1811  ___________________________________________________________________
 CS1811  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CS1811  DYNAMIC HT  -         197.179 (meters)     646.91  (feet)  COMP
 CS1811  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 CS1811
 CS1811  VERT ORDER  -  FIRST     CLASS II
 CS1811
 CS1811.The horizontal coordinates were scaled from a topographic map and have
 CS1811.an estimated accuracy of +/- 6 seconds.
 CS1811
 CS1811.The orthometric height was determined by differential leveling
 CS1811.and adjusted by the National Geodetic Survey in June 1991..
 CS1811
 CS1811.The geoid height was determined by GEOID03.
 CS1811
 CS1811.The dynamic height is computed by dividing the NAVD 88
 CS1811.geopotential number by the normal gravity value computed on the
 CS1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1811.degrees latitude (g = 980.6199 gals.).
 CS1811
 CS1811.The modeled gravity was interpolated from observed gravity values.
 CS1811
 CS1811;                    North         East    Units  Estimated Accuracy
 CS1811;SPC TXNC     - 2,117,760.      728,280.      MT  (+/- 180 meters Scaled)
 CS1811
 CS1811                          SUPERSEDED SURVEY CONTROL
 CS1811
 CS1811  NGVD 29 (??/??/92)  197.403  (m)          647.65   (f) ADJ UNCH    1 2
 CS1811
 CS1811.Superseded values are not recommended for survey control.
 CS1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1811.See file dsdata.txt to determine how the superseded data were derived.
 CS1811
 CS1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB751219(NAD 83)
 CS1811_MARKER: DB = BENCH MARK DISK
 CS1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1811_STAMPING: D 183 1952
 CS1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1811+STABILITY: SURFACE MOTION
 CS1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1811+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 CS1811
 CS1811  HISTORY     - Date     Condition        Report By
 CS1811  HISTORY     - 1952     MONUMENTED       CGS
 CS1811  HISTORY     - 1963     GOOD             NGS
 CS1811  HISTORY     - 1980     GOOD             LOCSUR
 CS1811  HISTORY     - 1990     GOOD             USPSQD
 CS1811  HISTORY     - 19960427 GOOD             USPSQD
 CS1811  HISTORY     - 20031010 GOOD             INDIV
 CS1811
 CS1811                          STATION DESCRIPTION
 CS1811
 CS1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1811'2.6 MI SW FROM ARLINGTON.
 CS1811'1.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CS1811'ARLINGTON, TARRANT COUNTY, THENCE 1.0 MILE SOUTH ALONG AN OILED ROAD.
 CS1811'73 FEET NORTHWEST OF AN UNDERGROUND CABLE WARNING SIGN, AT A ROAD
 CS1811'INTERSECTION, 74 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST
 CS1811'ROAD, 67 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 96
 CS1811'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 3 FEET SOUTHEAST OF
 CS1811'A WHITE WOODEN WITNESS POST, AND 1 FOOT SOUTHWEST OF A FENCE. A
 CS1811'STANDARD DISK, STAMPED D 183 1952 AND SET IN THE TOP OF A CONCRETE
 CS1811'POST PROJECTING 0.7 FOOT ABOVE GROUND. NOTE-- THE FENCE IS GONE,
 CS1811'WITNESS POST HAS BEEN REMOVED, AND THE MARK IS NOW FLUSH WITH THE
 CS1811'SURFACE OF THE GROUND.  THE MARK IS AT THE NORTHEAST POINT OF THE
 CS1811'INTERSECTION OF WEST PARK ROW DRIVE AND FIELDER AVENUE IN A VACANT
 CS1811'LOT.  THE BENCH MARK WAS REACHED FROM THE ARLINGTON STATE BANK BY
 CS1811'GOING WEST ON ABRAM STREET FOR 1.6 MILES TO FIELDER ROAD, THENCE SOUTH
 CS1811'ALONG FIELDER ROAD 1.0 MILE TO INTERSECTION OF WEST PARK ROW DRIVE AND
 CS1811'BENCH MARK.
 CS1811
 CS1811                          STATION RECOVERY (1980)
 CS1811
 CS1811'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CS1811'RECOVERED IN GOOD CONDITION.
 CS1811
 CS1811                          STATION RECOVERY (1990)
 CS1811
 CS1811'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAP)
 CS1811'RECOVERED IN GOOD CONDITION.
 CS1811
 CS1811                          STATION RECOVERY (1996)
 CS1811
 CS1811'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1811'RECOVERED IN GOOD CONDITION.
 CS1811
 CS1811                          STATION RECOVERY (2003)
 CS1811
 CS1811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 CS1811'LAT 32 43 17.2 NORTH LONG 97 07 54.2 WEST NAD 83 HAND HELD GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1118 ***********************************************************************
 CS1118  DESIGNATION -  D 184
 CS1118  PID         -  CS1118
 CS1118  STATE/COUNTY-  TX/DALLAS
 CS1118  USGS QUAD   -  GARLAND (1973)
 CS1118
 CS1118                         *CURRENT SURVEY CONTROL
 CS1118  ___________________________________________________________________
 CS1118* NAD 83(1986)-  32 54 02.     (N)    096 40 53.     (W)     SCALED    
 CS1118* NAVD 88     -       188.285  (meters)     617.73   (feet)  ADJUSTED  
 CS1118  ___________________________________________________________________
 CS1118  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CS1118  DYNAMIC HT  -         188.076 (meters)     617.05  (feet)  COMP
 CS1118  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 CS1118
 CS1118  VERT ORDER  -  FIRST     CLASS II
 CS1118
 CS1118.The horizontal coordinates were scaled from a topographic map and have
 CS1118.an estimated accuracy of +/- 6 seconds.
 CS1118
 CS1118.The orthometric height was determined by differential leveling
 CS1118.and adjusted by the National Geodetic Survey in June 1991..
 CS1118
 CS1118.The geoid height was determined by GEOID03.
 CS1118
 CS1118.The dynamic height is computed by dividing the NAVD 88
 CS1118.geopotential number by the normal gravity value computed on the
 CS1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1118.degrees latitude (g = 980.6199 gals.).
 CS1118
 CS1118.The modeled gravity was interpolated from observed gravity values.
 CS1118
 CS1118;                    North         East    Units  Estimated Accuracy
 CS1118;SPC TXNC     - 2,138,300.      770,120.      MT  (+/- 180 meters Scaled)
 CS1118
 CS1118                          SUPERSEDED SURVEY CONTROL
 CS1118
 CS1118  NGVD 29 (??/??/92)  188.296  (m)          617.77   (f) ADJ UNCH    1 2
 CS1118
 CS1118.Superseded values are not recommended for survey control.
 CS1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1118.See file dsdata.txt to determine how the superseded data were derived.
 CS1118
 CS1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB168426(NAD 83)
 CS1118_MARKER: DB = BENCH MARK DISK
 CS1118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1118_SP_SET: FOUNDATION
 CS1118_STAMPING: D 184 1952
 CS1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1118
 CS1118  HISTORY     - Date     Condition        Report By
 CS1118  HISTORY     - 1952     MONUMENTED       CGS
 CS1118  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1118  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1118
 CS1118                          STATION DESCRIPTION
 CS1118
 CS1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1118'3.1 MI SW FROM GARLAND.
 CS1118'2.8 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 CS1118'TEXAS FROM THE STATION AT GARLAND, THENCE 0.3 MILE SOUTH ALONG JUPITER
 CS1118'STREET, AT THE LUSCOMBE AIRPORT, 21 FEET WEST OF THE SOUTHEAST CORNER
 CS1118'OF A LARGE HANGAR, 0.9 FOOT WEST OF THE EAST EDGE OF THE SOUTH DOOR OF
 CS1118'THE HANGAR, SET IN THE TOP OF THE CONCRETE FOUNDATION OF THE HANGAR.
 CS1118
 CS1118                          STATION RECOVERY (1986)
 CS1118
 CS1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1118'MARK NOT FOUND.
 CS1118
 CS1118                          STATION RECOVERY (1999)
 CS1118
 CS1118'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0155 ***********************************************************************
 CS0155  DESIGNATION -  D 185
 CS0155  PID         -  CS0155
 CS0155  STATE/COUNTY-  TX/VAN ZANDT
 CS0155  USGS QUAD   -  WILLS POINT (1981)
 CS0155
 CS0155                         *CURRENT SURVEY CONTROL
 CS0155  ___________________________________________________________________
 CS0155* NAD 83(1986)-  32 42 37.     (N)    096 02 52.     (W)     SCALED    
 CS0155* NAVD 88     -       149.073  (meters)     489.08   (feet)  ADJUSTED  
 CS0155  ___________________________________________________________________
 CS0155  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0155  DYNAMIC HT  -         148.906 (meters)     488.54  (feet)  COMP
 CS0155  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 CS0155
 CS0155  VERT ORDER  -  SECOND    CLASS 0
 CS0155
 CS0155.The horizontal coordinates were scaled from a topographic map and have
 CS0155.an estimated accuracy of +/- 6 seconds.
 CS0155
 CS0155.The orthometric height was determined by differential leveling
 CS0155.and adjusted by the National Geodetic Survey in June 1991..
 CS0155
 CS0155.The geoid height was determined by GEOID03.
 CS0155
 CS0155.The dynamic height is computed by dividing the NAVD 88
 CS0155.geopotential number by the normal gravity value computed on the
 CS0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0155.degrees latitude (g = 980.6199 gals.).
 CS0155
 CS0155.The modeled gravity was interpolated from observed gravity values.
 CS0155
 CS0155;                    North         East    Units  Estimated Accuracy
 CS0155;SPC TXNC     - 2,118,410.      829,870.      MT  (+/- 180 meters Scaled)
 CS0155
 CS0155                          SUPERSEDED SURVEY CONTROL
 CS0155
 CS0155  NGVD 29 (??/??/92)  149.083  (m)          489.12   (f) ADJ UNCH    2 0
 CS0155
 CS0155.Superseded values are not recommended for survey control.
 CS0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0155.See file dsdata.txt to determine how the superseded data were derived.
 CS0155
 CS0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB767230(NAD 83)
 CS0155_MARKER: DB = BENCH MARK DISK
 CS0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0155_SP_SET: CULVERT
 CS0155_STAMPING: D 185 1952
 CS0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0155
 CS0155  HISTORY     - Date     Condition        Report By
 CS0155  HISTORY     - 1952     MONUMENTED       CGS
 CS0155  HISTORY     - 1988     GOOD             USPSQD
 CS0155  HISTORY     - 1988     GOOD             USPSQD
 CS0155  HISTORY     - 19930614 GOOD             USPSQD
 CS0155  HISTORY     - 19950901 GOOD             USPSQD
 CS0155
 CS0155                          STATION DESCRIPTION
 CS0155
 CS0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0155'2.15 MI W FROM WILLS POINT.
 CS0155'2.15 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0155'AT WILLS POINT, 69 FEET SOUTHEAST OF RAILROAD TRESTLE 169.1, 25 FEET
 CS0155'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, SET IN THE TOP OF THE
 CS0155'EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 CS0155'HIGHWAY.
 CS0155
 CS0155                          STATION RECOVERY (1988)
 CS0155
 CS0155'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CS0155'RECOVERED IN GOOD CONDITION.
 CS0155
 CS0155                          STATION RECOVERY (1988)
 CS0155
 CS0155'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0155'RECOVERED IN GOOD CONDITION.
 CS0155
 CS0155                          STATION RECOVERY (1993)
 CS0155
 CS0155'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0155'RECOVERED IN GOOD CONDITION.
 CS0155
 CS0155                          STATION RECOVERY (1995)
 CS0155
 CS0155'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0323 ***********************************************************************
 DO0323  DESIGNATION -  D 186
 DO0323  PID         -  DO0323
 DO0323  STATE/COUNTY-  TX/WICHITA
 DO0323  USGS QUAD   -  LAKE WICHITA (1981)
 DO0323
 DO0323                         *CURRENT SURVEY CONTROL
 DO0323  ___________________________________________________________________
 DO0323* NAD 83(1986)-  33 50 41.     (N)    098 31 57.     (W)     SCALED    
 DO0323* NAVD 88     -       297.121  (meters)     974.80   (feet)  ADJUSTED  
 DO0323  ___________________________________________________________________
 DO0323  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DO0323  DYNAMIC HT  -         296.791 (meters)     973.72  (feet)  COMP
 DO0323  MODELED GRAV-     979,519.6   (mgal)                       NAVD 88
 DO0323
 DO0323  VERT ORDER  -  SECOND    CLASS 0
 DO0323
 DO0323.The horizontal coordinates were scaled from a topographic map and have
 DO0323.an estimated accuracy of +/- 6 seconds.
 DO0323
 DO0323.The orthometric height was determined by differential leveling
 DO0323.and adjusted by the National Geodetic Survey in June 1991..
 DO0323
 DO0323.The geoid height was determined by GEOID03.
 DO0323
 DO0323.The dynamic height is computed by dividing the NAVD 88
 DO0323.geopotential number by the normal gravity value computed on the
 DO0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0323.degrees latitude (g = 980.6199 gals.).
 DO0323
 DO0323.The modeled gravity was interpolated from observed gravity values.
 DO0323
 DO0323;                    North         East    Units  Estimated Accuracy
 DO0323;SPC TXNC     - 2,241,530.      596,990.      MT  (+/- 180 meters Scaled)
 DO0323
 DO0323                          SUPERSEDED SURVEY CONTROL
 DO0323
 DO0323  NGVD 29 (??/??/92)  297.034  (m)          974.52   (f) ADJ UNCH    2 0
 DO0323
 DO0323.Superseded values are not recommended for survey control.
 DO0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0323.See file dsdata.txt to determine how the superseded data were derived.
 DO0323
 DO0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC432450(NAD 83)
 DO0323_MARKER: DB = BENCH MARK DISK
 DO0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0323_SP_SET: OVERPASS
 DO0323_STAMPING: D-186 1933
 DO0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0323
 DO0323  HISTORY     - Date     Condition        Report By
 DO0323  HISTORY     - 1933     MONUMENTED       CGS
 DO0323  HISTORY     - 1957     GOOD             NGS
 DO0323
 DO0323                          STATION DESCRIPTION
 DO0323
 DO0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0323'7.0 MI S FROM WICHITA FALLS.
 DO0323'7.0 MILES SOUTH OF, ALONG W.F. AND S. R. R. 198 YARDS NORTHWEST OF
 DO0323'MILEPOST NO. 7, SET IN CONCRETE OVERPASS OVER SIDE ROAD.
 DO0323
 DO0323                          STATION RECOVERY (1957)
 DO0323
 DO0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0457 ***********************************************************************
 DO0457  DESIGNATION -  D 187
 DO0457  PID         -  DO0457
 DO0457  STATE/COUNTY-  TX/BAYLOR
 DO0457  USGS QUAD   -  WESTOVER (1981)
 DO0457
 DO0457                         *CURRENT SURVEY CONTROL
 DO0457  ___________________________________________________________________
 DO0457* NAD 83(1986)-  33 29 45.     (N)    099 00 45.     (W)     SCALED    
 DO0457* NAVD 88     -       397.741  (meters)    1304.92   (feet)  ADJUSTED  
 DO0457  ___________________________________________________________________
 DO0457  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DO0457  DYNAMIC HT  -         397.283 (meters)    1303.42  (feet)  COMP
 DO0457  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 DO0457
 DO0457  VERT ORDER  -  SECOND    CLASS 0
 DO0457
 DO0457.The horizontal coordinates were scaled from a topographic map and have
 DO0457.an estimated accuracy of +/- 6 seconds.
 DO0457
 DO0457.The orthometric height was determined by differential leveling
 DO0457.and adjusted by the National Geodetic Survey in June 1991..
 DO0457
 DO0457.The geoid height was determined by GEOID03.
 DO0457
 DO0457.The dynamic height is computed by dividing the NAVD 88
 DO0457.geopotential number by the normal gravity value computed on the
 DO0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0457.degrees latitude (g = 980.6199 gals.).
 DO0457
 DO0457.The modeled gravity was interpolated from observed gravity values.
 DO0457
 DO0457;                    North         East    Units  Estimated Accuracy
 DO0457;SPC TXNC     - 2,202,960.      552,380.      MT  (+/- 180 meters Scaled)
 DO0457
 DO0457                          SUPERSEDED SURVEY CONTROL
 DO0457
 DO0457  NGVD 29 (??/??/92)  397.624  (m)         1304.54   (f) ADJ UNCH    2 0
 DO0457
 DO0457.Superseded values are not recommended for survey control.
 DO0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0457.See file dsdata.txt to determine how the superseded data were derived.
 DO0457
 DO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC988062(NAD 83)
 DO0457_MARKER: DB = BENCH MARK DISK
 DO0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0457_SP_SET: CULVERT
 DO0457_STAMPING: D 187 1933
 DO0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0457
 DO0457  HISTORY     - Date     Condition        Report By
 DO0457  HISTORY     - 1933     MONUMENTED       CGS
 DO0457  HISTORY     - 1963     GOOD             USGS
 DO0457
 DO0457                          STATION DESCRIPTION
 DO0457
 DO0457'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO0457'IN WESTOVER.
 DO0457'AT WESTOVER, BAYLOR COUNTY, ON ABAND ST. LOUIS, SAN FRANCISCO AND
 DO0457'TEXAS RAILWAY, 99 FT EAST OF THE CONCRETE FOUNDATION FOR AN ABAND
 DO0457'WATER TANK, AND IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE
 DO0457'CULVERT.  A STANDARD DISK, STAMPED D 187 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0340 ***********************************************************************
 CT0340  DESIGNATION -  D 188
 CT0340  PID         -  CT0340
 CT0340  STATE/COUNTY-  TX/SHACKELFORD
 CT0340  USGS QUAD   -  ALBANY (1965)
 CT0340
 CT0340                         *CURRENT SURVEY CONTROL
 CT0340  ___________________________________________________________________
 CT0340* NAD 83(1986)-  32 42 36.     (N)    099 16 40.     (W)     SCALED    
 CT0340* NAVD 88     -       417.714  (meters)    1370.45   (feet)  ADJUSTED  
 CT0340  ___________________________________________________________________
 CT0340  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0340  DYNAMIC HT  -         417.184 (meters)    1368.71  (feet)  COMP
 CT0340  MODELED GRAV-     979,359.1   (mgal)                       NAVD 88
 CT0340
 CT0340  VERT ORDER  -  SECOND    CLASS 0
 CT0340
 CT0340.The horizontal coordinates were scaled from a topographic map and have
 CT0340.an estimated accuracy of +/- 6 seconds.
 CT0340
 CT0340.The orthometric height was determined by differential leveling
 CT0340.and adjusted by the National Geodetic Survey in June 1991..
 CT0340
 CT0340.The geoid height was determined by GEOID03.
 CT0340
 CT0340.The dynamic height is computed by dividing the NAVD 88
 CT0340.geopotential number by the normal gravity value computed on the
 CT0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0340.degrees latitude (g = 980.6199 gals.).
 CT0340
 CT0340.The modeled gravity was interpolated from observed gravity values.
 CT0340
 CT0340;                    North         East    Units  Estimated Accuracy
 CT0340;SPC TXNC     - 2,115,970.      527,090.      MT  (+/- 180 meters Scaled)
 CT0340
 CT0340                          SUPERSEDED SURVEY CONTROL
 CT0340
 CT0340  NGVD 29 (??/??/92)  417.593  (m)         1370.05   (f) ADJ UNCH    2 0
 CT0340
 CT0340.Superseded values are not recommended for survey control.
 CT0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0340.See file dsdata.txt to determine how the superseded data were derived.
 CT0340
 CT0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB739191(NAD 83)
 CT0340_MARKER: DB = BENCH MARK DISK
 CT0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0340_SP_SET: ABUTMENT
 CT0340_STAMPING: D 188 1933
 CT0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0340
 CT0340  HISTORY     - Date     Condition        Report By
 CT0340  HISTORY     - 1933     MONUMENTED       CGS
 CT0340  HISTORY     - 1957     GOOD             NGS
 CT0340
 CT0340                          STATION DESCRIPTION
 CT0340
 CT0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0340'1.5 MI S FROM ALBANY.
 CT0340'1.5 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0340'ALBANY, SHACKELFORD COUNTY, 200 FEET SOUTH OF A WATER TOWER AND PUMP
 CT0340'HOUSE, AT BRIDGE 186.4 OVER MIDDLE HUBBARD CREEK, AND IN THE TOP OF
 CT0340'THE NORTHEAST CONCRETE ABUTMENT.  NOTE-- THE WATER TANK AND PUMP HOUSE
 CT0340'HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1128 ***********************************************************************
 BM1128  DESIGNATION -  D 19
 BM1128  PID         -  BM1128
 BM1128  STATE/COUNTY-  TX/TRAVIS
 BM1128  USGS QUAD   -  AUSTIN WEST (1988)
 BM1128
 BM1128                         *CURRENT SURVEY CONTROL
 BM1128  ___________________________________________________________________
 BM1128* NAD 83(1993)-  30 18 42.10429(N)    097 45 22.86085(W)     ADJUSTED  
 BM1128* NAVD 88     -       217.0    (meters)     712.     (feet)  VERTCON   
 BM1128  ___________________________________________________________________
 BM1128  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 BM1128  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BM1128
 BM1128  HORZ ORDER  -  SECOND
 BM1128
 BM1128.The horizontal coordinates were established by classical geodetic methods
 BM1128.and adjusted by the National Geodetic Survey in February 1996..
 BM1128.No horizontal observational check was made to the station.
 BM1128
 BM1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1128
 BM1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1128
 BM1128.The geoid height was determined by GEOID03.
 BM1128
 BM1128;                    North         East     Units Scale Factor Converg.
 BM1128;SPC TX C     - 3,074,376.602   947,829.158   MT  0.99995366   +1 19 38.3
 BM1128;SPC TX C     -10,086,517.24  3,109,669.50   sFT  0.99995366   +1 19 38.3
 BM1128;UTM  14      - 3,353,979.612   619,575.168   MT  0.99977639   +0 37 39.9
 BM1128
 BM1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1128!SPC TX C     -   0.99996996  x   0.99995366  =   0.99992363
 BM1128!UTM  14      -   0.99996996  x   0.99977639  =   0.99974636
 BM1128
 BM1128                          SUPERSEDED SURVEY CONTROL
 BM1128
 BM1128  NAD 83(1986)-  30 18 42.12262(N)    097 45 22.84367(W) AD(       ) 2
 BM1128  NGVD 29 (01/26/93)  217.0    (m)          712.     (f) H LEVEL        
 BM1128
 BM1128.Superseded values are not recommended for survey control.
 BM1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1128.See file dsdata.txt to determine how the superseded data were derived.
 BM1128
 BM1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1957553980(NAD 83)
 BM1128_MARKER: Z = SEE DESCRIPTION
 BM1128_SETTING: 0 = UNSPECIFIED SETTING
 BM1128_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM1128
 BM1128  HISTORY     - Date     Condition        Report By
 BM1128  HISTORY     - 1983     MONUMENTED       NGS
 BM1128  HISTORY     - 20060103 POOR             USPSQD
 BM1128
 BM1128                          STATION DESCRIPTION
 BM1128
 BM1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1128'STATION IS LOCATED ON THE WEST SIDE OF AUSTIN, ABOUT 3 KM (1.8
 BM1128'MI) NORTHWEST OF THE STATE CAPITOL, AT THE STATE HIGHWAY
 BM1128'DEPARTMENT COMPLEX SITUATED ON THE EAST SIDE OF THE MOPAC HIGHWAY,
 BM1128'AT WEST 38TH STREET, ON THE ROOF OF THE DIVISION OF AUTOMATION
 BM1128'BUILDING.
 BM1128'OWNERSHIP--TEXAS HIGHWAY DEPARTMENT, CECIL
 BM1128'JENKINS-SURVEYS DEPARTMENT, ROOM 446 , DIVISION OF AUTOMATION
 BM1128'BUILDING, AUSTIN, TX, TELEPHONE 512-465-7696.
 BM1128'
 BM1128'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 183 AND
 BM1128'MOPAC HIGHWAY (STATE LOOP 1) IN NORTHWEST AUSTIN, GO SOUTH ON
 BM1128'MOPAC HIGHWAY FOR 8.2 KM 85.1 MI) TO THE WEST 35TH STREET EXIT.
 BM1128'ABEAR RIGHT, CIRCLING BACK OVER THE HIGHWAY, EAST, FOR 0.2 KM (0.
 BM1128'(0.15 MI) TO A CROSS STREET.  TURN LEFT, NORTH, ON JACKSON
 BM1128'STREET FOR 0.5 KM (0.3 MI) TO A CROSS STREET.  TURN LEFT INTO
 BM1128'THE PARKING AREA FOR ABOUT 50 METERS TO BUILDING ENTRANCE ON THE
 BM1128'LEFT.  STATION IS ON THE ROOF OF THIS BUILDING.  ARRANGEMENTS
 BM1128'WILL HAVE TO BE MADE IN ADVANCE TO GET ON ROOF BECAUSE OF STRICT
 BM1128'SECURITY PROCEDURES.
 BM1128'
 BM1128'THE STATION IS A PUNCH HOLE IN THE APPROXIMATE CENTER OF A 15 CM
 BM1128'(6 IN) METAL DRAIN COVER THAT PROJECTS ABOUT 5 CM (2 IN).  IT IS
 BM1128'2.45 M (8.0 FT) SOUTH OF THE INSIDE EDGE OF THE NORTH PARAPET, 3.
 BM1128'3.67 METERS (12.0 FT) EAST OF THE INSIDE EDGE OF THE WEST PARAPET.
 BM1128'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 BM1128'STATION COMPUTER.  DISTANCE BEING 3.9726 M (13.033 FT).
 BM1128'
 BM1128'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.00 METERS.
 BM1128'
 BM1128'DESCRIBED BY GRH.
 BM1128
 BM1128                          STATION RECOVERY (2006)
 BM1128
 BM1128'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 BM1128'ACCESS TO ABOVE MENTIONED ROOFTOP CAN MOST EASILY BE OBTAINED BY
 BM1128'INQUIRING AT THE LOBBY OF THE BUILDING MENTIONED.  THE DRAIN COVER IS
 BM1128' 
 BM1128'NO LONGER FASTENED TO ITS MOUNT AND CAN BE ROTATED OR EASILY DISPLACED
 BM1128'CREATING AN UNSTABLE POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0215 ***********************************************************************
 DO0215  DESIGNATION -  D 190
 DO0215  PID         -  DO0215
 DO0215  STATE/COUNTY-  TX/JACK
 DO0215  USGS QUAD   -  JACKSBORO NE (1982)
 DO0215
 DO0215                         *CURRENT SURVEY CONTROL
 DO0215  ___________________________________________________________________
 DO0215* NAD 83(1986)-  33 10 58.     (N)    098 04 03.     (W)     SCALED    
 DO0215* NAVD 88     -       331.410  (meters)    1087.30   (feet)  ADJUSTED  
 DO0215  ___________________________________________________________________
 DO0215  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DO0215  DYNAMIC HT  -         331.026 (meters)    1086.04  (feet)  COMP
 DO0215  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 DO0215
 DO0215  VERT ORDER  -  SECOND    CLASS 0
 DO0215
 DO0215.The horizontal coordinates were scaled from a topographic map and have
 DO0215.an estimated accuracy of +/- 6 seconds.
 DO0215
 DO0215.The orthometric height was determined by differential leveling
 DO0215.and adjusted by the National Geodetic Survey in June 1991..
 DO0215
 DO0215.The geoid height was determined by GEOID03.
 DO0215
 DO0215.The dynamic height is computed by dividing the NAVD 88
 DO0215.geopotential number by the normal gravity value computed on the
 DO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0215.degrees latitude (g = 980.6199 gals.).
 DO0215
 DO0215.The modeled gravity was interpolated from observed gravity values.
 DO0215
 DO0215;                    North         East    Units  Estimated Accuracy
 DO0215;SPC TXNC     - 2,168,210.      640,330.      MT  (+/- 180 meters Scaled)
 DO0215
 DO0215                          SUPERSEDED SURVEY CONTROL
 DO0215
 DO0215  NGVD 29 (??/??/92)  331.336  (m)         1087.06   (f) ADJ UNCH    2 0
 DO0215
 DO0215.Superseded values are not recommended for survey control.
 DO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0215.See file dsdata.txt to determine how the superseded data were derived.
 DO0215
 DO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB869719(NAD 83)
 DO0215_MARKER: DB = BENCH MARK DISK
 DO0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0215_SP_SET: MONUMENT
 DO0215_STAMPING: D 190 1087.058 1933
 DO0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0215
 DO0215  HISTORY     - Date     Condition        Report By
 DO0215  HISTORY     - 1933     MONUMENTED       CGS
 DO0215  HISTORY     - 1950     GOOD             NGS
 DO0215  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0215
 DO0215                          STATION DESCRIPTION
 DO0215
 DO0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0215'06.5 MI SE FROM JACKSBORO.
 DO0215'ABOUT 6.5 MILES SOUTH EAST ALONG THE CHICAGO, ROCK ISLAND AND GULF
 DO0215'RAILWAY FROM JACKSBORO, JACK COUNTY, 1 MILE NORTHWEST FROM THE LOADING
 DO0215'PENS AND CROSSING AT STEWARTON SIDING AND CHERRYHOMES RANCH. AT THE
 DO0215'EAST END OF A LONG FILL, AT THE WEST END OF A CURVE TO THE SOUTH, 2
 DO0215'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 15 YARDS SOUTH OF THE
 DO0215'CENTER LINE OF THE TRACKS AND 47 YARDS EAST OF MILE POST NO. 23. A
 DO0215'STANDARD DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES.
 DO0215
 DO0215                          STATION RECOVERY (2001)
 DO0215
 DO0215'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0205 ***********************************************************************
 CT0205  DESIGNATION -  D 193
 CT0205  PID         -  CT0205
 CT0205  STATE/COUNTY-  TX/EASTLAND
 CT0205  USGS QUAD   -  CISCO NORTH (1987)
 CT0205
 CT0205                         *CURRENT SURVEY CONTROL
 CT0205  ___________________________________________________________________
 CT0205* NAD 83(1986)-  32 23 28.     (N)    099 00 00.     (W)     SCALED    
 CT0205* NAVD 88     -       503.063  (meters)    1650.47   (feet)  ADJUSTED  
 CT0205  ___________________________________________________________________
 CT0205  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 CT0205  DYNAMIC HT  -         502.412 (meters)    1648.33  (feet)  COMP
 CT0205  MODELED GRAV-     979,330.9   (mgal)                       NAVD 88
 CT0205
 CT0205  VERT ORDER  -  FIRST     CLASS II
 CT0205
 CT0205.The horizontal coordinates were scaled from a topographic map and have
 CT0205.an estimated accuracy of +/- 6 seconds.
 CT0205
 CT0205.The orthometric height was determined by differential leveling
 CT0205.and adjusted by the National Geodetic Survey in June 1991..
 CT0205.WARNING-Repeat measurements at this control monument indicate possible
 CT0205.vertical movement.
 CT0205
 CT0205.The geoid height was determined by GEOID03.
 CT0205
 CT0205.The dynamic height is computed by dividing the NAVD 88
 CT0205.geopotential number by the normal gravity value computed on the
 CT0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0205.degrees latitude (g = 980.6199 gals.).
 CT0205
 CT0205.The modeled gravity was interpolated from observed gravity values.
 CT0205
 CT0205;                    North         East    Units  Estimated Accuracy
 CT0205;SPC TXNC     - 2,080,450.      552,960.      MT  (+/- 180 meters Scaled)
 CT0205
 CT0205                          SUPERSEDED SURVEY CONTROL
 CT0205
 CT0205  NGVD 29 (??/??/92)  502.955  (m)         1650.11   (f) ADJ UNCH    1 2
 CT0205
 CT0205.Superseded values are not recommended for survey control.
 CT0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0205.See file dsdata.txt to determine how the superseded data were derived.
 CT0205
 CT0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA000837(NAD 83)
 CT0205_MARKER: DB = BENCH MARK DISK
 CT0205_SETTING: 66 = SET IN ROCK OUTCROP
 CT0205_SP_SET: ROCK FLAT
 CT0205_STAMPING: D 193 1933
 CT0205_MARK LOGO: CGS   
 CT0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0205+STABILITY: POSITION/ELEVATION WELL
 CT0205
 CT0205  HISTORY     - Date     Condition        Report By
 CT0205  HISTORY     - 1933     MONUMENTED       CGS
 CT0205  HISTORY     - 1956     GOOD             NGS
 CT0205  HISTORY     - 1983     GOOD             NGS
 CT0205
 CT0205                          STATION DESCRIPTION
 CT0205
 CT0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0205'1.2 MI W FROM CISCO.
 CT0205'1.2 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0205'AT CISCO, 4 1/2 POLES EAST OF MILEPOST 362, ON THE TOP OF A NORTH AND
 CT0205'SOUTH RIDGE, 181 FEET NORTH OF THE NORTH RAIL, 132 FEET NORTH OF A
 CT0205'FENCE, FLUSH WITH THE GROUND, SET IN THE TOP OF A LARGE FLAT ROCK.
 CT0205
 CT0205                          STATION RECOVERY (1983)
 CT0205
 CT0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0205'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.1 KM
 CT0205'(17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0205'FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG
 CT0205'CONRAD HILTON AVENUE, THENCE 2.0 KM (1.25 MI) WESTERLY ALONG THE
 CT0205'MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0130 ***********************************************************************
 CT0130  DESIGNATION -  D 194
 CT0130  PID         -  CT0130
 CT0130  STATE/COUNTY-  TX/COMANCHE
 CT0130  USGS QUAD   -  COMYN (1979)
 CT0130
 CT0130                         *CURRENT SURVEY CONTROL
 CT0130  ___________________________________________________________________
 CT0130* NAD 83(1986)-  32 04 13.     (N)    098 28 09.     (W)     SCALED    
 CT0130* NAVD 88     -       380.740  (meters)    1249.14   (feet)  ADJUSTED  
 CT0130  ___________________________________________________________________
 CT0130  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CT0130  DYNAMIC HT  -         380.256 (meters)    1247.56  (feet)  COMP
 CT0130  MODELED GRAV-     979,357.5   (mgal)                       NAVD 88
 CT0130
 CT0130  VERT ORDER  -  SECOND    CLASS 0
 CT0130
 CT0130.The horizontal coordinates were scaled from a topographic map and have
 CT0130.an estimated accuracy of +/- 6 seconds.
 CT0130
 CT0130.The orthometric height was determined by differential leveling
 CT0130.and adjusted by the National Geodetic Survey in June 1991..
 CT0130
 CT0130.The geoid height was determined by GEOID03.
 CT0130
 CT0130.The dynamic height is computed by dividing the NAVD 88
 CT0130.geopotential number by the normal gravity value computed on the
 CT0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0130.degrees latitude (g = 980.6199 gals.).
 CT0130
 CT0130.The modeled gravity was interpolated from observed gravity values.
 CT0130
 CT0130;                    North         East    Units  Estimated Accuracy
 CT0130;SPC TX C     - 3,267,950.      876,020.      MT  (+/- 180 meters Scaled)
 CT0130
 CT0130                          SUPERSEDED SURVEY CONTROL
 CT0130
 CT0130  NGVD 29 (??/??/92)  380.656  (m)         1248.87   (f) ADJ UNCH    2 0
 CT0130
 CT0130.Superseded values are not recommended for survey control.
 CT0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0130.See file dsdata.txt to determine how the superseded data were derived.
 CT0130
 CT0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA501483(NAD 83)
 CT0130_MARKER: DB = BENCH MARK DISK
 CT0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0130_STAMPING: D 194 1933
 CT0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0130+STABILITY: SURFACE MOTION
 CT0130
 CT0130  HISTORY     - Date     Condition        Report By
 CT0130  HISTORY     - 1933     MONUMENTED       CGS
 CT0130
 CT0130                          STATION DESCRIPTION
 CT0130
 CT0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CT0130'0.1 MI E FROM COMYN.
 CT0130'0.1 MILE EAST OF RAILROAD DEPOT ALONG MISSOURI, KANSAS AND TEXAS
 CT0130'RAILROAD, 6 FEET EAST OF MILEPOST 114, 35 FEET SOUTH OF CENTER OF
 CT0130'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2254 ***********************************************************************
 CS2254  DESIGNATION -  D 195
 CS2254  PID         -  CS2254
 CS2254  STATE/COUNTY-  TX/BOSQUE
 CS2254  USGS QUAD   -  WALNUT SPRINGS EAST (1979)
 CS2254
 CS2254                         *CURRENT SURVEY CONTROL
 CS2254  ___________________________________________________________________
 CS2254* NAD 83(1986)-  32 03 25.     (N)    097 43 27.     (W)     SCALED    
 CS2254* NAVD 88     -       266.441  (meters)     874.15   (feet)  ADJUSTED  
 CS2254  ___________________________________________________________________
 CS2254  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS2254  DYNAMIC HT  -         266.108 (meters)     873.06  (feet)  COMP
 CS2254  MODELED GRAV-     979,383.9   (mgal)                       NAVD 88
 CS2254
 CS2254  VERT ORDER  -  SECOND    CLASS 0
 CS2254
 CS2254.The horizontal coordinates were scaled from a topographic map and have
 CS2254.an estimated accuracy of +/- 6 seconds.
 CS2254
 CS2254.The orthometric height was determined by differential leveling
 CS2254.and adjusted by the National Geodetic Survey in June 1991..
 CS2254
 CS2254.The geoid height was determined by GEOID03.
 CS2254
 CS2254.The dynamic height is computed by dividing the NAVD 88
 CS2254.geopotential number by the normal gravity value computed on the
 CS2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2254.degrees latitude (g = 980.6199 gals.).
 CS2254
 CS2254.The modeled gravity was interpolated from observed gravity values.
 CS2254
 CS2254;                    North         East    Units  Estimated Accuracy
 CS2254;SPC TX C     - 3,267,880.      946,390.      MT  (+/- 180 meters Scaled)
 CS2254
 CS2254                          SUPERSEDED SURVEY CONTROL
 CS2254
 CS2254  NGVD 29 (??/??/92)  266.394  (m)          873.99   (f) ADJ UNCH    2 0
 CS2254
 CS2254.Superseded values are not recommended for survey control.
 CS2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2254.See file dsdata.txt to determine how the superseded data were derived.
 CS2254
 CS2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA204474(NAD 83)
 CS2254_MARKER: DB = BENCH MARK DISK
 CS2254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2254_SP_SET: ABUTMENT
 CS2254_STAMPING: D 195 1933 873.994
 CS2254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2254
 CS2254  HISTORY     - Date     Condition        Report By
 CS2254  HISTORY     - 1933     MONUMENTED       CGS
 CS2254  HISTORY     - 1951     GOOD             NGS
 CS2254  HISTORY     - 20010317 GOOD             USPSQD
 CS2254
 CS2254                          STATION DESCRIPTION
 CS2254
 CS2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS2254'01.6 MI E FROM WALNUT SPRINGS.
 CS2254'THIS MARK WAS RECOVERED IN GOOD CONDITION.  ABOUT 01.6 MILES EAST
 CS2254'ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM WALNUT SPRINGS, BOSQUE
 CS2254'COUNTY, AT BRIDGE 61.9, AND IN THE TOP OF THE NORTH END OF THE EAST
 CS2254'CONCRETE ABUTMENT.  A STANDARD DISK STAMPED D 195 1933 873.944. NOTE--
 CS2254'THIS BRIDGE NUMBER REFERS TO THE ORIGINAL MILEAGE.  IT WILL BE CHANGED
 CS2254'WHEN THE ROUTE AROUND LAKE WHITNEY IS COMPLETED.
 CS2254
 CS2254                          STATION RECOVERY (2001)
 CS2254
 CS2254'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0360 ***********************************************************************
 BM0360  DESIGNATION -  D 196
 BM0360  PID         -  BM0360
 BM0360  STATE/COUNTY-  TX/WILLIAMSON
 BM0360  USGS QUAD   -  TAYLOR (1989)
 BM0360
 BM0360                         *CURRENT SURVEY CONTROL
 BM0360  ___________________________________________________________________
 BM0360* NAD 83(1986)-  30 31 06.     (N)    097 23 47.     (W)     SCALED    
 BM0360* NAVD 88     -       160.14   (+/-2cm)     525.4    (feet)  VERTCON   
 BM0360  ___________________________________________________________________
 BM0360  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0360
 BM0360  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0360
 BM0360.The horizontal coordinates were scaled from a topographic map and have
 BM0360.an estimated accuracy of +/- 6 seconds.
 BM0360
 BM0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0360.The vertical order pertains to the NGVD 29 superseded value.
 BM0360
 BM0360.The geoid height was determined by GEOID03.
 BM0360
 BM0360;                    North         East    Units  Estimated Accuracy
 BM0360;SPC TX C     - 3,098,130.      981,830.      MT  (+/- 180 meters Scaled)
 BM0360
 BM0360                          SUPERSEDED SURVEY CONTROL
 BM0360
 BM0360  NGVD 29 (??/??/92)  160.068  (m)          525.16   (f) ADJ UNCH    1 2
 BM0360
 BM0360.Superseded values are not recommended for survey control.
 BM0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0360.See file dsdata.txt to determine how the superseded data were derived.
 BM0360
 BM0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU538773(NAD 83)
 BM0360_MARKER: DB = BENCH MARK DISK
 BM0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0360_SP_SET: CULVERT
 BM0360_STAMPING: D-196 1933
 BM0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0360+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 BM0360
 BM0360  HISTORY     - Date     Condition        Report By
 BM0360  HISTORY     - 1933     MONUMENTED       CGS
 BM0360  HISTORY     - 1935     GOOD             NGS
 BM0360  HISTORY     - 19991231 GOOD             USPSQD
 BM0360  HISTORY     - 20030301 GOOD             GEOCAC
 BM0360  HISTORY     - 20031112 GOOD             USPSQD
 BM0360
 BM0360                          STATION DESCRIPTION
 BM0360
 BM0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0360'3.5 MI S FROM TAYLOR.
 BM0360'3.5 MILES SOUTH OF, ALONG THE M. K. T. RAILROAD AT RAILROAD CULVERT,
 BM0360'700 YARDS NORTH OF MILE POST 923, SET IN SOUTHWEST CORNER OF THE WEST
 BM0360'ABUTMENT OF THE CONCRETE CULVERT.
 BM0360
 BM0360                          STATION RECOVERY (1935)
 BM0360
 BM0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0360'RECOVERED IN GOOD CONDITION.
 BM0360
 BM0360                          STATION RECOVERY (1999)
 BM0360
 BM0360'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0360'RECOVERED IN GOOD CONDITION.
 BM0360
 BM0360                          STATION RECOVERY (2003)
 BM0360
 BM0360'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BM0360'STATION LOCATION AS RECORDED WITH CONSUMER GPS RECEIVER IS N 30 31.114
 BM0360'W 97 23.888
 BM0360
 BM0360                          STATION RECOVERY (2003)
 BM0360
 BM0360'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0360'THE CONCRETE RAILROAD CULVERT IS ABOUT .2 MILES NORTH OF THE CROSSING
 BM0360'OF COUNTY ROAD 452.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0270 ***********************************************************************
 BM0270  DESIGNATION -  D 197
 BM0270  PID         -  BM0270
 BM0270  STATE/COUNTY-  TX/MILAM
 BM0270  USGS QUAD   -  MILANO (1989)
 BM0270
 BM0270                         *CURRENT SURVEY CONTROL
 BM0270  ___________________________________________________________________
 BM0270* NAD 83(1986)-  30 43 22.     (N)    096 49 18.     (W)     SCALED    
 BM0270* NAVD 88     -       137.56   (+/-2cm)     451.3    (feet)  VERTCON   
 BM0270  ___________________________________________________________________
 BM0270  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0270
 BM0270  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0270
 BM0270.The horizontal coordinates were scaled from a topographic map and have
 BM0270.an estimated accuracy of +/- 6 seconds.
 BM0270
 BM0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0270.The vertical order pertains to the NGVD 29 superseded value.
 BM0270
 BM0270.The geoid height was determined by GEOID03.
 BM0270
 BM0270;                    North         East    Units  Estimated Accuracy
 BM0270;SPC TX C     - 3,122,380.    1,036,250.      MT  (+/- 180 meters Scaled)
 BM0270
 BM0270                          SUPERSEDED SURVEY CONTROL
 BM0270
 BM0270  NGVD 29 (??/??/92)  137.510  (m)          451.15   (f) ADJ UNCH    2 0
 BM0270
 BM0270.Superseded values are not recommended for survey control.
 BM0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0270.See file dsdata.txt to determine how the superseded data were derived.
 BM0270
 BM0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV085009(NAD 83)
 BM0270_MARKER: DB = BENCH MARK DISK
 BM0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0270_STAMPING: D 197 1933 451.236
 BM0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0270+STABILITY: SURFACE MOTION
 BM0270
 BM0270  HISTORY     - Date     Condition        Report By
 BM0270  HISTORY     - 1933     MONUMENTED       CGS
 BM0270  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0270
 BM0270                          STATION DESCRIPTION
 BM0270
 BM0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0270'2.8 MI NE FROM MILANO.
 BM0270'2.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0270'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT MILANO,
 BM0270'MILAM COUNTY, 0.1 MILE SOUTHWEST OF MILEPOST 107, 64 FEET NORTHEAST OF
 BM0270'A ROAD CROSSING, 46 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND
 BM0270'SET IN THE TOP OF A CONCRETE POST.
 BM0270
 BM0270                          STATION RECOVERY (1999)
 BM0270
 BM0270'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0065 ***********************************************************************
 CA0065  DESIGNATION -  D 198
 CA0065  PID         -  CA0065
 CA0065  STATE/COUNTY-  TX/HAMILTON
 CA0065  USGS QUAD   -  HAMILTON EAST (1979)
 CA0065
 CA0065                         *CURRENT SURVEY CONTROL
 CA0065  ___________________________________________________________________
 CA0065* NAD 83(1986)-  31 37 59.     (N)    098 02 53.     (W)     SCALED    
 CA0065* NAVD 88     -       356.513  (meters)    1169.66   (feet)  ADJUSTED  
 CA0065  ___________________________________________________________________
 CA0065  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CA0065  DYNAMIC HT  -         356.052 (meters)    1168.15  (feet)  COMP
 CA0065  MODELED GRAV-     979,336.8   (mgal)                       NAVD 88
 CA0065
 CA0065  VERT ORDER  -  SECOND    CLASS 0
 CA0065
 CA0065.The horizontal coordinates were scaled from a topographic map and have
 CA0065.an estimated accuracy of +/- 6 seconds.
 CA0065
 CA0065.The orthometric height was determined by differential leveling
 CA0065.and adjusted by the National Geodetic Survey in June 1991..
 CA0065
 CA0065.The geoid height was determined by GEOID03.
 CA0065
 CA0065.The dynamic height is computed by dividing the NAVD 88
 CA0065.geopotential number by the normal gravity value computed on the
 CA0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0065.degrees latitude (g = 980.6199 gals.).
 CA0065
 CA0065.The modeled gravity was interpolated from observed gravity values.
 CA0065
 CA0065;                    North         East    Units  Estimated Accuracy
 CA0065;SPC TX C     - 3,220,220.      916,770.      MT  (+/- 180 meters Scaled)
 CA0065
 CA0065                          SUPERSEDED SURVEY CONTROL
 CA0065
 CA0065  NGVD 29 (??/??/92)  356.427  (m)         1169.38   (f) ADJ UNCH    2 0
 CA0065
 CA0065.Superseded values are not recommended for survey control.
 CA0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0065.See file dsdata.txt to determine how the superseded data were derived.
 CA0065
 CA0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA902001(NAD 83)
 CA0065_MARKER: DB = BENCH MARK DISK
 CA0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0065_STAMPING: D 198 1933
 CA0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0065+STABILITY: SURFACE MOTION
 CA0065
 CA0065  HISTORY     - Date     Condition        Report By
 CA0065  HISTORY     - 1933     MONUMENTED       CGS
 CA0065  HISTORY     - 1956     GOOD             USGS
 CA0065  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CA0065
 CA0065                          STATION DESCRIPTION
 CA0065
 CA0065'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CA0065'6.8 MI SE FROM HAMILTON.
 CA0065'0.2 MILE EAST OF HAMILTON COURTHOUSE, ALONG STATE HIGHWAY 36 TO
 CA0065'JUNCTION WITH FARM ROAD 932, THENCE SOUTHEAST ALONG FARM ROAD 932 6.6
 CA0065'MILES TO JUNCTION OF FIELD ROAD SOUTH, 0.4 MILE SOUTH TO ABANDONED
 CA0065'RAILROAD RIGHT-OF-WAY, 1500 FEET EAST OF FIELD ROAD TO FENCE CROSSING
 CA0065'RIGHT-OF-WAY, 46 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD BED, 4
 CA0065'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE CORNER, SET IN THE TOP OF A
 CA0065'CONCRETE POST.
 CA0065
 CA0065                          STATION RECOVERY (2001)
 CA0065
 CA0065'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0866 ***********************************************************************
 BZ0866  DESIGNATION -  D 199
 BZ0866  PID         -  BZ0866
 BZ0866  STATE/COUNTY-  TX/MCLENNAN
 BZ0866  USGS QUAD   -  MC GREGOR (1993)
 BZ0866
 BZ0866                         *CURRENT SURVEY CONTROL
 BZ0866  ___________________________________________________________________
 BZ0866* NAD 83(1986)-  31 25 39.     (N)    097 26 52.     (W)     SCALED    
 BZ0866* NAVD 88     -       231.524  (meters)     759.59   (feet)  ADJUSTED  
 BZ0866  ___________________________________________________________________
 BZ0866  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BZ0866  DYNAMIC HT  -         231.221 (meters)     758.60  (feet)  COMP
 BZ0866  MODELED GRAV-     979,325.5   (mgal)                       NAVD 88
 BZ0866
 BZ0866  VERT ORDER  -  SECOND    CLASS 0
 BZ0866
 BZ0866.The horizontal coordinates were scaled from a topographic map and have
 BZ0866.an estimated accuracy of +/- 6 seconds.
 BZ0866
 BZ0866.The orthometric height was determined by differential leveling
 BZ0866.and adjusted by the National Geodetic Survey in June 1991..
 BZ0866
 BZ0866.The geoid height was determined by GEOID03.
 BZ0866
 BZ0866.The dynamic height is computed by dividing the NAVD 88
 BZ0866.geopotential number by the normal gravity value computed on the
 BZ0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0866.degrees latitude (g = 980.6199 gals.).
 BZ0866
 BZ0866.The modeled gravity was interpolated from observed gravity values.
 BZ0866
 BZ0866;                    North         East    Units  Estimated Accuracy
 BZ0866;SPC TX C     - 3,198,760.      974,290.      MT  (+/- 180 meters Scaled)
 BZ0866
 BZ0866                          SUPERSEDED SURVEY CONTROL
 BZ0866
 BZ0866  NGVD 29 (??/??/92)  231.473  (m)          759.42   (f) ADJ UNCH    2 0
 BZ0866
 BZ0866.Superseded values are not recommended for survey control.
 BZ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0866.See file dsdata.txt to determine how the superseded data were derived.
 BZ0866
 BZ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV475780(NAD 83)
 BZ0866_MARKER: DB = BENCH MARK DISK
 BZ0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0866_STAMPING: D 199 1933
 BZ0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0866+STABILITY: SURFACE MOTION
 BZ0866
 BZ0866  HISTORY     - Date     Condition        Report By
 BZ0866  HISTORY     - 1933     MONUMENTED       CGS
 BZ0866  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0866
 BZ0866                          STATION DESCRIPTION
 BZ0866
 BZ0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0866'2.5 MI W FROM MCGREGOR.
 BZ0866'2.5 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM MCGREGOR,
 BZ0866'MCLENNAN COUNTY, 55 FEET SOUTH OF MILEPOST 699, 28 FEET SOUTH OF THE
 BZ0866'CENTERLINE OF THE TRACK, AND 6 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 BZ0866'AND SET IN THE TOP OF A CONCRETE POST.
 BZ0866
 BZ0866                          STATION RECOVERY (1995)
 BZ0866
 BZ0866'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0819 ***********************************************************************
 AB0819  DESIGNATION -  D 2
 AB0819  PID         -  AB0819
 AB0819  STATE/COUNTY-  TX/CAMERON
 AB0819  USGS QUAD   -  HARLINGEN (1983)
 AB0819
 AB0819                         *CURRENT SURVEY CONTROL
 AB0819  ___________________________________________________________________
 AB0819* NAD 83(1986)-  26 10 03.     (N)    097 42 14.     (W)     SCALED    
 AB0819* NAVD 88     -        13.092  (meters)      42.95   (feet)  ADJUSTED  
 AB0819  ___________________________________________________________________
 AB0819  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0819  DYNAMIC HT  -          13.071 (meters)      42.88  (feet)  COMP
 AB0819  MODELED GRAV-     979,031.6   (mgal)                       NAVD 88
 AB0819
 AB0819  VERT ORDER  -  SECOND    CLASS 0
 AB0819
 AB0819.The horizontal coordinates were scaled from a topographic map and have
 AB0819.an estimated accuracy of +/- 6 seconds.
 AB0819
 AB0819.The orthometric height was determined by differential leveling
 AB0819.and adjusted by the National Geodetic Survey in June 1991..
 AB0819
 AB0819.The geoid height was determined by GEOID03.
 AB0819
 AB0819.The dynamic height is computed by dividing the NAVD 88
 AB0819.geopotential number by the normal gravity value computed on the
 AB0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0819.degrees latitude (g = 980.6199 gals.).
 AB0819
 AB0819.The modeled gravity was interpolated from observed gravity values.
 AB0819
 AB0819;                    North         East    Units  Estimated Accuracy
 AB0819;SPC TX S     - 5,055,740.      379,590.      MT  (+/- 180 meters Scaled)
 AB0819
 AB0819                          SUPERSEDED SURVEY CONTROL
 AB0819
 AB0819  NGVD 29 (??/??/92)   13.202  (m)           43.31   (f) ADJ UNCH    2 0
 AB0819
 AB0819.Superseded values are not recommended for survey control.
 AB0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0819.See file dsdata.txt to determine how the superseded data were derived.
 AB0819
 AB0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP295948(NAD 83)
 AB0819_MARKER: DD = SURVEY DISK
 AB0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0819_SP_SET: CULVERT
 AB0819_STAMPING: D 2 43.15
 AB0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0819
 AB0819  HISTORY     - Date     Condition        Report By
 AB0819  HISTORY     - UNK      MONUMENTED
 AB0819  HISTORY     - 1942     GOOD             NGS
 AB0819  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0819
 AB0819                          STATION DESCRIPTION
 AB0819
 AB0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0819'5.65 MI N FROM RANGERVILLE.
 AB0819'5.65 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0819'RANGERVILLE, CAMERON COUNTY, AT THE HARLINGEN FARM WORKERS CAMP, 0.05
 AB0819'MILE NORTH OF THE NORTHWEST CORNER OF THE RIGHT-OF-WAY FENCE OF THE
 AB0819'CAMP, AT A CONCRETE CULVERT UNDER THE PAVED COUNTY ROAD, IN THE CENTER
 AB0819'OF THE TOP OF THE EAST HEADWALL, 15.5 FEET EAST OF THE CENTERLINE OF
 AB0819'THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A CAMERON COUNTY
 AB0819'STANDARD DISK, STAMPED D 2 43.15.
 AB0819
 AB0819                          STATION RECOVERY (1987)
 AB0819
 AB0819'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1211 ***********************************************************************
 CS1211  DESIGNATION -  D 2
 CS1211  PID         -  CS1211
 CS1211  STATE/COUNTY-  TX/DALLAS
 CS1211  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1211
 CS1211                         *CURRENT SURVEY CONTROL
 CS1211  ___________________________________________________________________
 CS1211* NAD 83(1986)-  32 50 45.     (N)    096 44 33.     (W)     SCALED    
 CS1211* NAVD 88     -       161.182  (meters)     528.81   (feet)  ADJUSTED  
 CS1211  ___________________________________________________________________
 CS1211  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CS1211  DYNAMIC HT  -         161.001 (meters)     528.22  (feet)  COMP
 CS1211  MODELED GRAV-     979,508.6   (mgal)                       NAVD 88
 CS1211
 CS1211  VERT ORDER  -  FIRST     CLASS II
 CS1211
 CS1211.The horizontal coordinates were scaled from a topographic map and have
 CS1211.an estimated accuracy of +/- 6 seconds.
 CS1211
 CS1211.The orthometric height was determined by differential leveling
 CS1211.and adjusted by the National Geodetic Survey in June 1991..
 CS1211.WARNING-Repeat measurements at this control monument indicate possible
 CS1211.vertical movement.
 CS1211
 CS1211.The geoid height was determined by GEOID03.
 CS1211
 CS1211.The dynamic height is computed by dividing the NAVD 88
 CS1211.geopotential number by the normal gravity value computed on the
 CS1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1211.degrees latitude (g = 980.6199 gals.).
 CS1211
 CS1211.The modeled gravity was interpolated from observed gravity values.
 CS1211
 CS1211;                    North         East    Units  Estimated Accuracy
 CS1211;SPC TXNC     - 2,132,130.      764,500.      MT  (+/- 180 meters Scaled)
 CS1211
 CS1211                          SUPERSEDED SURVEY CONTROL
 CS1211
 CS1211  NGVD 29 (??/??/92)  161.184  (m)          528.82   (f) ADJ UNCH    1 2
 CS1211
 CS1211.Superseded values are not recommended for survey control.
 CS1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1211.See file dsdata.txt to determine how the superseded data were derived.
 CS1211
 CS1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB112364(NAD 83)
 CS1211_MARKER: Z = SEE DESCRIPTION
 CS1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1211_SP_SET: STONE POST
 CS1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1211+STABILITY: SURFACE MOTION
 CS1211
 CS1211  HISTORY     - Date     Condition        Report By
 CS1211  HISTORY     - UNK      MONUMENTED       CGS
 CS1211  HISTORY     - 1952     GOOD             NGS
 CS1211  HISTORY     - 1958     GOOD             NGS
 CS1211  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1211  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1211
 CS1211                          STATION DESCRIPTION
 CS1211
 CS1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1211'IN FISHER.
 CS1211'AT FISHER, 300 FEET WEST OF THE CENTER OF THE CROSSING OF FISHER
 CS1211'STREET, 200 FEET SOUTHWEST OF MILEPOST 760, 42 FEET SOUTH OF THE SOUTH
 CS1211'RAIL, 6 FEET NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, 4 FEET
 CS1211'BELOW THE TOP OF THE RAILS, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF
 CS1211'A STONE POST.
 CS1211
 CS1211                          STATION RECOVERY (1958)
 CS1211
 CS1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1211'RECOVERED IN GOOD CONDITION.
 CS1211
 CS1211                          STATION RECOVERY (1986)
 CS1211
 CS1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1211'MARK NOT FOUND.
 CS1211
 CS1211                          STATION RECOVERY (1999)
 CS1211
 CS1211'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0377 ***********************************************************************
 EN0377  DESIGNATION -  D 20
 EN0377  PID         -  EN0377
 EN0377  STATE/COUNTY-  TX/RANDALL
 EN0377  USGS QUAD   -  CANYON (1984)
 EN0377
 EN0377                         *CURRENT SURVEY CONTROL
 EN0377  ___________________________________________________________________
 EN0377* NAD 83(1986)-  34 58 45.     (N)    101 55 38.     (W)     SCALED    
 EN0377* NAVD 88     -      1082.918  (meters)    3552.87   (feet)  ADJUSTED  
 EN0377  ___________________________________________________________________
 EN0377  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 EN0377  DYNAMIC HT  -        1081.607 (meters)    3548.57  (feet)  COMP
 EN0377  MODELED GRAV-     979,386.6   (mgal)                       NAVD 88
 EN0377
 EN0377  VERT ORDER  -  FIRST     CLASS II
 EN0377
 EN0377.The horizontal coordinates were scaled from a topographic map and have
 EN0377.an estimated accuracy of +/- 6 seconds.
 EN0377
 EN0377.The orthometric height was determined by differential leveling
 EN0377.and adjusted by the National Geodetic Survey in June 1991..
 EN0377.WARNING-Repeat measurements at this control monument indicate possible
 EN0377.vertical movement.
 EN0377
 EN0377.The geoid height was determined by GEOID03.
 EN0377
 EN0377.The dynamic height is computed by dividing the NAVD 88
 EN0377.geopotential number by the normal gravity value computed on the
 EN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0377.degrees latitude (g = 980.6199 gals.).
 EN0377
 EN0377.The modeled gravity was interpolated from observed gravity values.
 EN0377
 EN0377;                    North         East    Units  Estimated Accuracy
 EN0377;SPC TX N     - 1,108,710.      160,990.      MT  (+/- 180 meters Scaled)
 EN0377
 EN0377                          SUPERSEDED SURVEY CONTROL
 EN0377
 EN0377  NGVD 29 (??/??/92) 1082.445  (m)         3551.32   (f) ADJ UNCH    1 2
 EN0377
 EN0377.Superseded values are not recommended for survey control.
 EN0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0377.See file dsdata.txt to determine how the superseded data were derived.
 EN0377
 EN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD327746(NAD 83)
 EN0377_MARKER: Z = SEE DESCRIPTION
 EN0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0377+STABILITY: SURFACE MOTION
 EN0377
 EN0377  HISTORY     - Date     Condition        Report By
 EN0377  HISTORY     - UNK      MONUMENTED       CGS
 EN0377  HISTORY     - 1958     GOOD             NGS
 EN0377  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0377  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0377
 EN0377                          STATION DESCRIPTION
 EN0377
 EN0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0377'IN CANYON.
 EN0377'AT CANYON, AT THE NORTHWEST CORNER OF THE COUNTY COURTHOUSE LAWN, 30
 EN0377'FEET NORTHWEST OF THE NORTHWEST CORNER OF A WAR MEMORIAL MONUMENT, 10
 EN0377'FEET SOUTHEAST OF THE SOUTHEAST EDGE AND CENTER OF THE ARC OF THE
 EN0377'SIDEWALK, A SQUARE HOLE IN THE TOP OF A STONE POST, AND ABOUT 2-INCHES
 EN0377'BELOW THE GROUND.
 EN0377
 EN0377                          STATION RECOVERY (1980)
 EN0377
 EN0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0377'MARK NOT FOUND.
 EN0377
 EN0377                          STATION RECOVERY (1984)
 EN0377
 EN0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0053 ***********************************************************************
 BN0053  DESIGNATION -  D 200
 BN0053  PID         -  BN0053
 BN0053  STATE/COUNTY-  TX/BURNET
 BN0053  USGS QUAD   -  BURNET (1967)
 BN0053
 BN0053                         *CURRENT SURVEY CONTROL
 BN0053  ___________________________________________________________________
 BN0053* NAD 83(1986)-  30 45 06.     (N)    098 10 08.     (W)     SCALED    
 BN0053* NAVD 88     -       446.195  (meters)    1463.89   (feet)  ADJUSTED  
 BN0053  ___________________________________________________________________
 BN0053  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 BN0053  DYNAMIC HT  -         445.590 (meters)    1461.91  (feet)  COMP
 BN0053  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 BN0053
 BN0053  VERT ORDER  -  SECOND    CLASS 0
 BN0053
 BN0053.The horizontal coordinates were scaled from a topographic map and have
 BN0053.an estimated accuracy of +/- 6 seconds.
 BN0053
 BN0053.The orthometric height was determined by differential leveling
 BN0053.and adjusted by the National Geodetic Survey in June 1991..
 BN0053
 BN0053.The geoid height was determined by GEOID03.
 BN0053
 BN0053.The dynamic height is computed by dividing the NAVD 88
 BN0053.geopotential number by the normal gravity value computed on the
 BN0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0053.degrees latitude (g = 980.6199 gals.).
 BN0053
 BN0053.The modeled gravity was interpolated from observed gravity values.
 BN0053
 BN0053;                    North         East    Units  Estimated Accuracy
 BN0053;SPC TX C     - 3,122,290.      907,210.      MT  (+/- 180 meters Scaled)
 BN0053
 BN0053                          SUPERSEDED SURVEY CONTROL
 BN0053
 BN0053  NGVD 29 (??/??/92)  446.103  (m)         1463.59   (f) ADJ UNCH    2 0
 BN0053
 BN0053.Superseded values are not recommended for survey control.
 BN0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0053.See file dsdata.txt to determine how the superseded data were derived.
 BN0053
 BN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV795023(NAD 83)
 BN0053_MARKER: DB = BENCH MARK DISK
 BN0053_SETTING: 66 = SET IN ROCK OUTCROP
 BN0053_SP_SET: ROCK OUTCROP
 BN0053_STAMPING: D-200 1933
 BN0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0053+STABILITY: POSITION/ELEVATION WELL
 BN0053
 BN0053  HISTORY     - Date     Condition        Report By
 BN0053  HISTORY     - 1933     MONUMENTED       CGS
 BN0053  HISTORY     - 1967     MARK NOT FOUND   USGS
 BN0053  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 BN0053
 BN0053                          STATION DESCRIPTION
 BN0053
 BN0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0053'4.4 MI E FROM BURNET.
 BN0053'ALONG TEXAS AND NEW ORLEANS RAILROAD, AT SUMMIT, 30 FEET SOUTHWEST OF
 BN0053'MILEPOST 56, 36 FEET SOUTH OF CENTER OF TRACK, 12 FEET NORTH OF RIGHT
 BN0053'OF WAY FENCE.
 BN0053
 BN0053                          STATION RECOVERY (1967)
 BN0053
 BN0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BN0053'MARK NOT FOUND.
 BN0053
 BN0053                          STATION RECOVERY (2002)
 BN0053
 BN0053'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0076 ***********************************************************************
 BN0076  DESIGNATION -  D 202
 BN0076  PID         -  BN0076
 BN0076  STATE/COUNTY-  TX/HAYS
 BN0076  USGS QUAD   -  DRIPPING SPRINGS (1986)
 BN0076
 BN0076                         *CURRENT SURVEY CONTROL
 BN0076  ___________________________________________________________________
 BN0076* NAD 83(1986)-  30 11 31.     (N)    098 04 37.     (W)     SCALED    
 BN0076* NAVD 88     -       374.584  (meters)    1228.95   (feet)  ADJUSTED  
 BN0076  ___________________________________________________________________
 BN0076  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 BN0076  DYNAMIC HT  -         374.058 (meters)    1227.22  (feet)  COMP
 BN0076  MODELED GRAV-     979,227.4   (mgal)                       NAVD 88
 BN0076
 BN0076  VERT ORDER  -  SECOND    CLASS 0
 BN0076
 BN0076.The horizontal coordinates were scaled from a topographic map and have
 BN0076.an estimated accuracy of +/- 6 seconds.
 BN0076
 BN0076.The orthometric height was determined by differential leveling
 BN0076.and adjusted by the National Geodetic Survey in June 1991..
 BN0076
 BN0076.The geoid height was determined by GEOID03.
 BN0076
 BN0076.The dynamic height is computed by dividing the NAVD 88
 BN0076.geopotential number by the normal gravity value computed on the
 BN0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0076.degrees latitude (g = 980.6199 gals.).
 BN0076
 BN0076.The modeled gravity was interpolated from observed gravity values.
 BN0076
 BN0076;                    North         East    Units  Estimated Accuracy
 BN0076;SPC TXSC     - 4,261,760.      688,890.      MT  (+/- 180 meters Scaled)
 BN0076
 BN0076                          SUPERSEDED SURVEY CONTROL
 BN0076
 BN0076  NGVD 29 (??/??/92)  374.485  (m)         1228.62   (f) ADJ UNCH    2 0
 BN0076
 BN0076.Superseded values are not recommended for survey control.
 BN0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0076.See file dsdata.txt to determine how the superseded data were derived.
 BN0076
 BN0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU888404(NAD 83)
 BN0076_MARKER: DB = BENCH MARK DISK
 BN0076_SETTING: 66 = SET IN ROCK OUTCROP
 BN0076_SP_SET: ROCK OUTCROP
 BN0076_STAMPING: D 202 1933
 BN0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0076+STABILITY: POSITION/ELEVATION WELL
 BN0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0076+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 BN0076
 BN0076  HISTORY     - Date     Condition        Report By
 BN0076  HISTORY     - 1933     MONUMENTED       CGS
 BN0076  HISTORY     - 1953     GOOD             NGS
 BN0076  HISTORY     - 1990     GOOD             USPSQD
 BN0076  HISTORY     - 1991     GOOD             USPSQD
 BN0076  HISTORY     - 19990925 GOOD             USPSQD
 BN0076  HISTORY     - 20020314 GOOD             TXDOT
 BN0076
 BN0076                          STATION DESCRIPTION
 BN0076
 BN0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0076'0.9 MI E FROM DRIPPING SPRINGS.
 BN0076'0.9 MILE EAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT DRIPPING
 BN0076'SPRINGS, 108 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 BN0076'NORTH, 189 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 BN0076'ABOVE THE GROUND, SET IN THE TOP OF A LARGE LIMESTONE OUTCROP.
 BN0076
 BN0076                          STATION RECOVERY (1990)
 BN0076
 BN0076'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0076'RECOVERED IN GOOD CONDITION.
 BN0076
 BN0076                          STATION RECOVERY (1991)
 BN0076
 BN0076'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0076'RECOVERED IN GOOD CONDITION.
 BN0076
 BN0076                          STATION RECOVERY (1999)
 BN0076
 BN0076'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0076'RECOVERED IN GOOD CONDITION.
 BN0076
 BN0076                          STATION RECOVERY (2002)
 BN0076
 BN0076'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (WEH)
 BN0076'LESS THAN OPTIMAL FOR SATELLITE OBSERVATIONS, TREES TO NORTH. MARK IS
 BN0076'ON PRIVATE PROPERTY AND PERMISSION FOR ACCESS MUST BE GOTTEN FROM
 BN0076'OWNER, DR. CANNON, OFFICE NUMBER IS 512-288-1016
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0154 ***********************************************************************
 BN0154  DESIGNATION -  D 203
 BN0154  PID         -  BN0154
 BN0154  STATE/COUNTY-  TX/GILLESPIE
 BN0154  USGS QUAD   -  STONEWALL (1961)
 BN0154
 BN0154                         *CURRENT SURVEY CONTROL
 BN0154  ___________________________________________________________________
 BN0154* NAD 83(1986)-  30 13 24.     (N)    098 43 32.     (W)     SCALED    
 BN0154* NAVD 88     -       450.825  (meters)    1479.08   (feet)  POSTED    
 BN0154  ___________________________________________________________________
 BN0154  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 BN0154  DYNAMIC HT  -         450.200 (meters)    1477.03  (feet)  COMP
 BN0154  MODELED GRAV-     979,242.6   (mgal)                       NAVD 88
 BN0154
 BN0154  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0154
 BN0154.The horizontal coordinates were scaled from a topographic map and have
 BN0154.an estimated accuracy of +/- 6 seconds.
 BN0154
 BN0154.The orthometric height was determined by differential leveling
 BN0154.and adjusted by the National Geodetic Survey in 1992..
 BN0154.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0154.rate of 1.1 thru 2.0 mm/km.
 BN0154
 BN0154.The geoid height was determined by GEOID03.
 BN0154
 BN0154.The dynamic height is computed by dividing the NAVD 88
 BN0154.geopotential number by the normal gravity value computed on the
 BN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0154.degrees latitude (g = 980.6199 gals.).
 BN0154
 BN0154.The modeled gravity was interpolated from observed gravity values.
 BN0154
 BN0154;                    North         East    Units  Estimated Accuracy
 BN0154;SPC TX C     - 3,062,830.      854,770.      MT  (+/- 180 meters Scaled)
 BN0154
 BN0154                          SUPERSEDED SURVEY CONTROL
 BN0154
 BN0154.No superseded survey control is available for this station.
 BN0154
 BN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU264435(NAD 83)
 BN0154_MARKER: DB = BENCH MARK DISK
 BN0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0154_SP_SET: BRIDGE
 BN0154_STAMPING: D-203 1933
 BN0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0154
 BN0154  HISTORY     - Date     Condition        Report By
 BN0154  HISTORY     - 1933     MONUMENTED       CGS
 BN0154  HISTORY     - 20060130 MARK NOT FOUND   USPSQD
 BN0154
 BN0154                          STATION DESCRIPTION
 BN0154
 BN0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0154'4.2 MI W FROM STONEWALL.
 BN0154'4.2 MILES WEST OF, ALONG STATE HIGHWAY 20, AT CONCRETE BRIDGE OVER
 BN0154'SOUTH GRAPE-CREEK, SET HORIZONTAL IN WEST END OF SOUTH CONCRETE
 BN0154'ABUTMENT.
 BN0154
 BN0154                          STATION RECOVERY (2006)
 BN0154
 BN0154'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0154'THIS IS FOUR LANE HWY WITH A NEW BRIDGE AT THIS LOCATION.  PART OF THE
 BN0154'OLD ABUTMENT IS THERE IN DETERIORATING CONDITION.  THE NEW ABUTMENT IS
 BN0154'TIED IN TO THE OLD ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0153 ***********************************************************************
 BN0153  DESIGNATION -  D 203 RESET 1936
 BN0153  PID         -  BN0153
 BN0153  STATE/COUNTY-  TX/GILLESPIE
 BN0153  USGS QUAD   -  STONEWALL (1961)
 BN0153
 BN0153                         *CURRENT SURVEY CONTROL
 BN0153  ___________________________________________________________________
 BN0153* NAD 83(1986)-  30 13 24.     (N)    098 43 32.     (W)     SCALED    
 BN0153* NAVD 88     -       453.310  (meters)    1487.23   (feet)  POSTED    
 BN0153  ___________________________________________________________________
 BN0153  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 BN0153  DYNAMIC HT  -         452.680 (meters)    1485.17  (feet)  COMP
 BN0153  MODELED GRAV-     979,242.6   (mgal)                       NAVD 88
 BN0153
 BN0153  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0153
 BN0153.The horizontal coordinates were scaled from a topographic map and have
 BN0153.an estimated accuracy of +/- 6 seconds.
 BN0153
 BN0153.The orthometric height was determined by differential leveling
 BN0153.and adjusted by the National Geodetic Survey in 1992..
 BN0153.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0153.rate of 1.1 thru 2.0 mm/km.
 BN0153
 BN0153.The geoid height was determined by GEOID03.
 BN0153
 BN0153.The dynamic height is computed by dividing the NAVD 88
 BN0153.geopotential number by the normal gravity value computed on the
 BN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0153.degrees latitude (g = 980.6199 gals.).
 BN0153
 BN0153.The modeled gravity was interpolated from observed gravity values.
 BN0153
 BN0153;                    North         East    Units  Estimated Accuracy
 BN0153;SPC TX C     - 3,062,830.      854,770.      MT  (+/- 180 meters Scaled)
 BN0153
 BN0153                          SUPERSEDED SURVEY CONTROL
 BN0153
 BN0153  NGVD 29 (??/??/92)  453.252  (m)         1487.04   (f) ADJ UNCH    2 0
 BN0153
 BN0153.Superseded values are not recommended for survey control.
 BN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0153.See file dsdata.txt to determine how the superseded data were derived.
 BN0153
 BN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU264435(NAD 83)
 BN0153_MARKER: DB = BENCH MARK DISK
 BN0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0153_SP_SET: BRIDGE ABUTMENT
 BN0153_STAMPING: D 203 RESET 1936
 BN0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0153
 BN0153  HISTORY     - Date     Condition        Report By
 BN0153  HISTORY     - 1936     MONUMENTED       CGS
 BN0153  HISTORY     - 1953     GOOD             NGS
 BN0153  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0153
 BN0153                          STATION DESCRIPTION
 BN0153
 BN0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0153'4.3 MI SW FROM STONEWALL.
 BN0153'4.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BN0153'STONEWALL, 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT THE
 BN0153'WEST END OF A CONCRETE BRIDGE OVER GRAPE CREEK, 4 FEET BELOW THE LEVEL
 BN0153'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT
 BN0153'OF THE BRIDGE.
 BN0153
 BN0153                          STATION RECOVERY (1993)
 BN0153
 BN0153'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0410 ***********************************************************************
 BZ0410  DESIGNATION -  D 204
 BZ0410  PID         -  BZ0410
 BZ0410  STATE/COUNTY-  TX/LEON
 BZ0410  USGS QUAD   -  JEWETT (1982)
 BZ0410
 BZ0410                         *CURRENT SURVEY CONTROL
 BZ0410  ___________________________________________________________________
 BZ0410* NAD 83(1986)-  31 17 44.     (N)    096 13 21.     (W)     SCALED    
 BZ0410* NAVD 88     -       128.35   (+/-2cm)     421.1    (feet)  VERTCON   
 BZ0410  ___________________________________________________________________
 BZ0410  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BZ0410
 BZ0410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0410
 BZ0410.The horizontal coordinates were scaled from a topographic map and have
 BZ0410.an estimated accuracy of +/- 6 seconds.
 BZ0410
 BZ0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0410.The vertical order pertains to the NGVD 29 superseded value.
 BZ0410
 BZ0410.The geoid height was determined by GEOID03.
 BZ0410
 BZ0410;                    North         East    Units  Estimated Accuracy
 BZ0410;SPC TX C     - 3,187,800.    1,091,260.      MT  (+/- 180 meters Scaled)
 BZ0410
 BZ0410                          SUPERSEDED SURVEY CONTROL
 BZ0410
 BZ0410  NGVD 29 (??/??/92)  128.322  (m)          421.00   (f) ADJ UNCH    2 0
 BZ0410
 BZ0410.Superseded values are not recommended for survey control.
 BZ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0410.See file dsdata.txt to determine how the superseded data were derived.
 BZ0410
 BZ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV643656(NAD 83)
 BZ0410_MARKER: DB = BENCH MARK DISK
 BZ0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0410_SP_SET: CULVERT
 BZ0410_STAMPING: 428.937 D 204 1933
 BZ0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0410
 BZ0410  HISTORY     - Date     Condition        Report By
 BZ0410  HISTORY     - 1933     MONUMENTED       CGS
 BZ0410  HISTORY     - 1965     GOOD             USGS
 BZ0410
 BZ0410                          STATION DESCRIPTION
 BZ0410
 BZ0410'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BZ0410'4.4 MI NE FROM MARQUEZ.
 BZ0410'4.4 MILES NE ALONG THE MISSOURI PACIFIC RR FROM MARQUES, LEON CO.,
 BZ0410'NEAR POLE 50/10, 20, FEET NW OF THE CENTERLINE OF THE TRACK, AT A
 BZ0410'CONCRETE CULVERT, AND IN THE TOP OF THE NW HEADWALL.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1657 ***********************************************************************
 BL1657  DESIGNATION -  D 205
 BL1657  PID         -  BL1657
 BL1657  STATE/COUNTY-  TX/MADISON
 BL1657  USGS QUAD   -  MADISONVILLE (1963)
 BL1657
 BL1657                         *CURRENT SURVEY CONTROL
 BL1657  ___________________________________________________________________
 BL1657* NAD 83(1986)-  30 57 09.     (N)    095 54 48.     (W)     SCALED    
 BL1657* NAVD 88     -        82.98   (+/-2cm)     272.2    (feet)  VERTCON   
 BL1657  ___________________________________________________________________
 BL1657  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BL1657
 BL1657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1657
 BL1657.The horizontal coordinates were scaled from a topographic map and have
 BL1657.an estimated accuracy of +/- 6 seconds.
 BL1657
 BL1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1657.The vertical order pertains to the NGVD 29 superseded value.
 BL1657
 BL1657.The geoid height was determined by GEOID03.
 BL1657
 BL1657;                    North         East    Units  Estimated Accuracy
 BL1657;SPC TX C     - 3,150,930.    1,122,180.      MT  (+/- 180 meters Scaled)
 BL1657
 BL1657                          SUPERSEDED SURVEY CONTROL
 BL1657
 BL1657  NGVD 29 (??/??/92)   82.966  (m)          272.20   (f) ADJ UNCH    2 0
 BL1657
 BL1657.Superseded values are not recommended for survey control.
 BL1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1657.See file dsdata.txt to determine how the superseded data were derived.
 BL1657
 BL1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ216279(NAD 83)
 BL1657_MARKER: DB = BENCH MARK DISK
 BL1657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1657_SP_SET: BUILDING
 BL1657_STAMPING: D-205 1933
 BL1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1657
 BL1657  HISTORY     - Date     Condition        Report By
 BL1657  HISTORY     - 1933     MONUMENTED       CGS
 BL1657  HISTORY     - 1935     GOOD             NGS
 BL1657  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1657
 BL1657                          STATION DESCRIPTION
 BL1657
 BL1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BL1657'IN MADISONVILLE.
 BL1657'AT MAIN ENTRANCE TO HIGHSCHOOL BUILDING, FACING THE HIGHWAY, 75.  SET
 BL1657'VERTICAL IN NORTHWEST SIDING OF STEPS, 15 INCHES ABOVE SIDEWALK LEVEL.
 BL1657
 BL1657                          STATION RECOVERY (1935)
 BL1657
 BL1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BL1657'RECOVERED IN GOOD CONDITION.
 BL1657
 BL1657                          STATION RECOVERY (1996)
 BL1657
 BL1657'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0022 ***********************************************************************
 BM0022  DESIGNATION -  D 206
 BM0022  PID         -  BM0022
 BM0022  STATE/COUNTY-  TX/GRIMES
 BM0022  USGS QUAD   -  KEITH (1988)
 BM0022
 BM0022                         *CURRENT SURVEY CONTROL
 BM0022  ___________________________________________________________________
 BM0022* NAD 83(1986)-  30 42 41.     (N)    096 00 58.     (W)     SCALED    
 BM0022* NAVD 88     -        98.84   (+/-2cm)     324.3    (feet)  VERTCON   
 BM0022  ___________________________________________________________________
 BM0022  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BM0022
 BM0022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0022
 BM0022.The horizontal coordinates were scaled from a topographic map and have
 BM0022.an estimated accuracy of +/- 6 seconds.
 BM0022
 BM0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0022.The vertical order pertains to the NGVD 29 superseded value.
 BM0022
 BM0022.The geoid height was determined by GEOID03.
 BM0022
 BM0022;                    North         East    Units  Estimated Accuracy
 BM0022;SPC TX C     - 3,123,840.    1,113,400.      MT  (+/- 180 meters Scaled)
 BM0022
 BM0022                          SUPERSEDED SURVEY CONTROL
 BM0022
 BM0022  NGVD 29 (??/??/92)   98.818  (m)          324.21   (f) ADJ UNCH    2 0
 BM0022
 BM0022.Superseded values are not recommended for survey control.
 BM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0022.See file dsdata.txt to determine how the superseded data were derived.
 BM0022
 BM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV857014(NAD 83)
 BM0022_MARKER: DB = BENCH MARK DISK
 BM0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0022_SP_SET: MONUMENT
 BM0022_STAMPING: D-206 1933
 BM0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0022
 BM0022  HISTORY     - Date     Condition        Report By
 BM0022  HISTORY     - 1933     MONUMENTED       CGS
 BM0022  HISTORY     - 1954     GOOD             NGS
 BM0022  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0022  HISTORY     - 19991102 MARK NOT FOUND   USPSQD
 BM0022
 BM0022                          STATION DESCRIPTION
 BM0022
 BM0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0022'5.7 MI N FROM SINGLETON.
 BM0022'5.7 MILES NORTH OF, ALONG BURLINGTON AND ROCK ISLAND RAILROAD.  600
 BM0022'FEET SOUTH OF MILE POST 136, 110 FEET EAST OF CENTER OF MAIN TRACK, 10
 BM0022'FEET WEST OF RIGHT OF WAY FENCE.
 BM0022
 BM0022                          STATION RECOVERY (1954)
 BM0022
 BM0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0022'RECOVERED IN GOOD CONDITION.
 BM0022
 BM0022                          STATION RECOVERY (1994)
 BM0022
 BM0022'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0022'MARK NOT FOUND.
 BM0022
 BM0022                          STATION RECOVERY (1999)
 BM0022
 BM0022'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0090 ***********************************************************************
 BM0090  DESIGNATION -  D 207
 BM0090  PID         -  BM0090
 BM0090  STATE/COUNTY-  TX/WALLER
 BM0090  USGS QUAD   -  BUCKHORN (1989)
 BM0090
 BM0090                         *CURRENT SURVEY CONTROL
 BM0090  ___________________________________________________________________
 BM0090* NAD 83(1986)-  30 06 37.     (N)    096 07 35.     (W)     SCALED    
 BM0090* NAVD 88     -        65.56   (+/-2cm)     215.1    (feet)  VERTCON   
 BM0090  ___________________________________________________________________
 BM0090  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BM0090
 BM0090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0090
 BM0090.The horizontal coordinates were scaled from a topographic map and have
 BM0090.an estimated accuracy of +/- 6 seconds.
 BM0090
 BM0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0090.The vertical order pertains to the NGVD 29 superseded value.
 BM0090
 BM0090.The geoid height was determined by GEOID03.
 BM0090
 BM0090;                    North         East    Units  Estimated Accuracy
 BM0090;SPC TXSC     - 4,255,760.      876,920.      MT  (+/- 180 meters Scaled)
 BM0090
 BM0090                          SUPERSEDED SURVEY CONTROL
 BM0090
 BM0090  NGVD 29 (??/??/92)   65.547  (m)          215.05   (f) ADJ UNCH    2 0
 BM0090
 BM0090.Superseded values are not recommended for survey control.
 BM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0090.See file dsdata.txt to determine how the superseded data were derived.
 BM0090
 BM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU769344(NAD 83)
 BM0090_MARKER: DB = BENCH MARK DISK
 BM0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0090_STAMPING: D 207 1933 215.242
 BM0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0090+STABILITY: SURFACE MOTION
 BM0090
 BM0090  HISTORY     - Date     Condition        Report By
 BM0090  HISTORY     - 1933     MONUMENTED       CGS
 BM0090  HISTORY     - 1954     GOOD             NGS
 BM0090  HISTORY     - 20060402 POOR             GEOCAC
 BM0090
 BM0090                          STATION DESCRIPTION
 BM0090
 BM0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0090'3.0 MI W FROM HEMPSTEAD.
 BM0090'3.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0090'STATION AT HEMPSTEAD, 34 FEET SOUTHEAST OF THE 7TH POLE WEST OF
 BM0090'MILEPOST 3, 46 FEET SOUTH OF THE SOUTH RAIL, 32 FEET NORTH OF THE
 BM0090'CENTER LINE OF A SANDY ROAD, 3 FEET WEST OF A WITNESS POST, SET IN THE
 BM0090'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0090
 BM0090                          STATION RECOVERY (2006)
 BM0090
 BM0090'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 BM0090'MONUMNET IS DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0317 ***********************************************************************
 BM0317  DESIGNATION -  D 208
 BM0317  PID         -  BM0317
 BM0317  STATE/COUNTY-  TX/BURLESON
 BM0317  USGS QUAD   -  CALDWELL (1989)
 BM0317
 BM0317                         *CURRENT SURVEY CONTROL
 BM0317  ___________________________________________________________________
 BM0317* NAD 83(1986)-  30 30 11.     (N)    096 39 53.     (W)     SCALED    
 BM0317* NAVD 88     -        94.33   (+/-2cm)     309.5    (feet)  VERTCON   
 BM0317  ___________________________________________________________________
 BM0317  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BM0317
 BM0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0317
 BM0317.The horizontal coordinates were scaled from a topographic map and have
 BM0317.an estimated accuracy of +/- 6 seconds.
 BM0317
 BM0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0317.The vertical order pertains to the NGVD 29 superseded value.
 BM0317
 BM0317.The geoid height was determined by GEOID03.
 BM0317
 BM0317;                    North         East    Units  Estimated Accuracy
 BM0317;SPC TX C     - 3,098,530.    1,052,080.      MT  (+/- 180 meters Scaled)
 BM0317
 BM0317                          SUPERSEDED SURVEY CONTROL
 BM0317
 BM0317  NGVD 29 (??/??/92)   94.287  (m)          309.34   (f) ADJ UNCH    2 0
 BM0317
 BM0317.Superseded values are not recommended for survey control.
 BM0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0317.See file dsdata.txt to determine how the superseded data were derived.
 BM0317
 BM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU241768(NAD 83)
 BM0317_MARKER: DB = BENCH MARK DISK
 BM0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0317_SP_SET: ABUTMENT
 BM0317_STAMPING: D-208
 BM0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0317
 BM0317  HISTORY     - Date     Condition        Report By
 BM0317  HISTORY     - UNK      MONUMENTED       CGS
 BM0317  HISTORY     - 1934     GOOD             NGS
 BM0317
 BM0317                          STATION DESCRIPTION
 BM0317
 BM0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BM0317'3.7 MI NW FROM DAVISON.
 BM0317'3.7 MILES NORTHWEST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD.
 BM0317'150 YARDS NORTHWEST OF MILE POST 155, SET HORIZONTAL ON THE WEST END
 BM0317'OF THE NORTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE 155A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0205 ***********************************************************************
 AX0205  DESIGNATION -  D 209
 AX0205  PID         -  AX0205
 AX0205  STATE/COUNTY-  TX/AUSTIN
 AX0205  USGS QUAD   -  SEALY (1981)
 AX0205
 AX0205                         *CURRENT SURVEY CONTROL
 AX0205  ___________________________________________________________________
 AX0205* NAD 83(1986)-  29 51 45.     (N)    096 11 20.     (W)     SCALED    
 AX0205* NAVD 88     -        51.01   (+/-2cm)     167.4    (feet)  VERTCON   
 AX0205  ___________________________________________________________________
 AX0205  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0205
 AX0205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0205
 AX0205.The horizontal coordinates were scaled from a topographic map and have
 AX0205.an estimated accuracy of +/- 6 seconds.
 AX0205
 AX0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0205.The vertical order pertains to the NGVD 29 superseded value.
 AX0205
 AX0205.The geoid height was determined by GEOID03.
 AX0205
 AX0205;                    North         East    Units  Estimated Accuracy
 AX0205;SPC TXSC     - 4,228,150.      871,560.      MT  (+/- 180 meters Scaled)
 AX0205
 AX0205                          SUPERSEDED SURVEY CONTROL
 AX0205
 AX0205  NGVD 29 (??/??/92)   50.986  (m)          167.28   (f) ADJ UNCH    2 0
 AX0205
 AX0205.Superseded values are not recommended for survey control.
 AX0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0205.See file dsdata.txt to determine how the superseded data were derived.
 AX0205
 AX0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU715068(NAD 83)
 AX0205_MARKER: DB = BENCH MARK DISK
 AX0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0205_SP_SET: ABUTMENT
 AX0205_STAMPING: D 209 1933 167.270
 AX0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0205+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 AX0205
 AX0205  HISTORY     - Date     Condition        Report By
 AX0205  HISTORY     - 1933     MONUMENTED       CGS
 AX0205  HISTORY     - 1954     GOOD             NGS
 AX0205  HISTORY     - 20040327 GOOD             USPSQD
 AX0205
 AX0205                          STATION DESCRIPTION
 AX0205
 AX0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0205'0.2 MI NW FROM PETERS.
 AX0205'0.2 MILE NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AX0205'THE STATION SIGN AT PETERS, AT A CONCRETE BRIDGE OVER DEADMANS CREEK,
 AX0205'8 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF THE
 AX0205'NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE BRIDGE.
 AX0205
 AX0205                          STATION RECOVERY (2004)
 AX0205
 AX0205'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0125 ***********************************************************************
 EO0125  DESIGNATION -  D 21
 EO0125  PID         -  EO0125
 EO0125  STATE/COUNTY-  TX/PARMER
 EO0125  USGS QUAD   -  OKLAHOMA LANE (1980)
 EO0125
 EO0125                         *CURRENT SURVEY CONTROL
 EO0125  ___________________________________________________________________
 EO0125* NAD 83(1986)-  34 28 26.     (N)    102 55 10.     (W)     SCALED    
 EO0125* NAVD 88     -      1245.700  (meters)    4086.93   (feet)  ADJUSTED  
 EO0125  ___________________________________________________________________
 EO0125  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 EO0125  DYNAMIC HT  -        1244.078 (meters)    4081.61  (feet)  COMP
 EO0125  MODELED GRAV-     979,290.6   (mgal)                       NAVD 88
 EO0125
 EO0125  VERT ORDER  -  FIRST     CLASS II
 EO0125
 EO0125.The horizontal coordinates were scaled from a topographic map and have
 EO0125.an estimated accuracy of +/- 6 seconds.
 EO0125
 EO0125.The orthometric height was determined by differential leveling
 EO0125.and adjusted by the National Geodetic Survey in June 1991..
 EO0125
 EO0125.The geoid height was determined by GEOID03.
 EO0125
 EO0125.The dynamic height is computed by dividing the NAVD 88
 EO0125.geopotential number by the normal gravity value computed on the
 EO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0125.degrees latitude (g = 980.6199 gals.).
 EO0125
 EO0125.The modeled gravity was interpolated from observed gravity values.
 EO0125
 EO0125;                    North         East    Units  Estimated Accuracy
 EO0125;SPC TX N     - 1,053,510.       69,600.      MT  (+/- 180 meters Scaled)
 EO0125
 EO0125                          SUPERSEDED SURVEY CONTROL
 EO0125
 EO0125  NGVD 29 (??/??/92) 1245.137  (m)         4085.09   (f) ADJ UNCH    1 2
 EO0125
 EO0125.Superseded values are not recommended for survey control.
 EO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0125.See file dsdata.txt to determine how the superseded data were derived.
 EO0125
 EO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU910166(NAD 83)
 EO0125_MARKER: P = PIPE CAP
 EO0125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0125_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0125_STAMPING: D 21 1911 ELEV. 4085.087 FT.
 EO0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0125
 EO0125  HISTORY     - Date     Condition        Report By
 EO0125  HISTORY     - 1911     MONUMENTED       CGS
 EO0125  HISTORY     - 1958     GOOD             NGS
 EO0125  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0125
 EO0125                          STATION DESCRIPTION
 EO0125
 EO0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0125'3.9 MI SW FROM BOVINA.
 EO0125'ABOUT 3.9 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0125'FROM THE STATION AT BOVINA, 3 TELEPHONE POLES SOUTHWEST OF MILE POST
 EO0125'638, 42 FEET NORTHWEST OF THE NEAR RAIL, 4 FEET SOUTHEAST OF A FENCE,
 EO0125'1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 EO0125'BELOW THE TRACK, AND ON THE TOP OF AN IRON PIPE PROJECTING 6 INCHES.
 EO0125'NOTE-- 1911 WAS STAMPED ON THE MARK BY THIS PARTY.
 EO0125
 EO0125                          STATION RECOVERY (1984)
 EO0125
 EO0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0684 ***********************************************************************
 AX0684  DESIGNATION -  D 210
 AX0684  PID         -  AX0684
 AX0684  STATE/COUNTY-  TX/LAVACA
 AX0684  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0684
 AX0684                         *CURRENT SURVEY CONTROL
 AX0684  ___________________________________________________________________
 AX0684* NAD 83(1986)-  29 27 11.     (N)    096 53 12.     (W)     SCALED    
 AX0684* NAVD 88     -        82.08   (+/-2cm)     269.3    (feet)  VERTCON   
 AX0684  ___________________________________________________________________
 AX0684  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0684
 AX0684  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0684
 AX0684.The horizontal coordinates were scaled from a topographic map and have
 AX0684.an estimated accuracy of +/- 6 seconds.
 AX0684
 AX0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0684.The vertical order pertains to the NGVD 29 superseded value.
 AX0684
 AX0684.The geoid height was determined by GEOID03.
 AX0684
 AX0684;                    North         East    Units  Estimated Accuracy
 AX0684;SPC TXSC     - 4,181,360.      804,980.      MT  (+/- 180 meters Scaled)
 AX0684
 AX0684                          SUPERSEDED SURVEY CONTROL
 AX0684
 AX0684  NGVD 29 (??/??/92)   82.068  (m)          269.25   (f) ADJ UNCH    2 0
 AX0684
 AX0684.Superseded values are not recommended for survey control.
 AX0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0684.See file dsdata.txt to determine how the superseded data were derived.
 AX0684
 AX0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT049600(NAD 83)
 AX0684_MARKER: DB = BENCH MARK DISK
 AX0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0684_STAMPING: D 210 1934
 AX0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0684+STABILITY: SURFACE MOTION
 AX0684
 AX0684  HISTORY     - Date     Condition        Report By
 AX0684  HISTORY     - 1934     MONUMENTED       CGS
 AX0684  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0684
 AX0684                          STATION DESCRIPTION
 AX0684
 AX0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0684'3.3 MI NE FROM HALLETTSVILLE.
 AX0684'HALLETTSVILLE, ABOUT 3.3 MILES NE OF ALONG U.S. HIGHWAY 90A, AT THE
 AX0684'CROSSING OF THE ABANDONED TEXAS AND NEW ORLEANS RAILROAD TRACK, 490
 AX0684'FEET SOUTHEAST OF THE JUNCTION OF THE HIGHWAY AND THE ABANDONED GRADE,
 AX0684'21 FEET NORMAL TO THE GRADE, SET IN THE TOP OF A CONCRETE POST
 AX0684'PROJECTING 0.1 FEET, A STANDARD DISK, STAMPED D 210 1934.
 AX0684
 AX0684                          STATION RECOVERY (1990)
 AX0684
 AX0684'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0165 ***********************************************************************
 CB0165  DESIGNATION -  D 211
 CB0165  PID         -  CB0165
 CB0165  STATE/COUNTY-  TX/TOM GREEN
 CB0165  USGS QUAD   -  COLD CREEK SPRING (1972)
 CB0165
 CB0165                         *CURRENT SURVEY CONTROL
 CB0165  ___________________________________________________________________
 CB0165* NAD 83(1986)-  31 09 01.     (N)    100 30 49.     (W)     SCALED    
 CB0165* NAVD 88     -       651.600  (meters)    2137.79   (feet)  ADJUSTED  
 CB0165  ___________________________________________________________________
 CB0165  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CB0165  DYNAMIC HT  -         650.692 (meters)    2134.81  (feet)  COMP
 CB0165  MODELED GRAV-     979,225.5   (mgal)                       NAVD 88
 CB0165
 CB0165  VERT ORDER  -  SECOND    CLASS 0
 CB0165
 CB0165.The horizontal coordinates were scaled from a topographic map and have
 CB0165.an estimated accuracy of +/- 6 seconds.
 CB0165
 CB0165.The orthometric height was determined by differential leveling
 CB0165.and adjusted by the National Geodetic Survey in June 1991..
 CB0165
 CB0165.The geoid height was determined by GEOID03.
 CB0165
 CB0165.The dynamic height is computed by dividing the NAVD 88
 CB0165.geopotential number by the normal gravity value computed on the
 CB0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0165.degrees latitude (g = 980.6199 gals.).
 CB0165
 CB0165.The modeled gravity was interpolated from observed gravity values.
 CB0165
 CB0165;                    North         East    Units  Estimated Accuracy
 CB0165;SPC TX C     - 3,164,480.      682,810.      MT  (+/- 180 meters Scaled)
 CB0165
 CB0165                          SUPERSEDED SURVEY CONTROL
 CB0165
 CB0165  NGVD 29 (??/??/92)  651.403  (m)         2137.14   (f) ADJ UNCH    2 0
 CB0165
 CB0165.Superseded values are not recommended for survey control.
 CB0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0165.See file dsdata.txt to determine how the superseded data were derived.
 CB0165
 CB0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV557472(NAD 83)
 CB0165_MARKER: DB = BENCH MARK DISK
 CB0165_SETTING: 66 = SET IN ROCK OUTCROP
 CB0165_SP_SET: ROCK OUTCROP
 CB0165_STAMPING: 2137.145 D 211 1934
 CB0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0165+STABILITY: POSITION/ELEVATION WELL
 CB0165
 CB0165  HISTORY     - Date     Condition        Report By
 CB0165  HISTORY     - 1934     MONUMENTED       CGS
 CB0165  HISTORY     - 1941     GOOD             NGS
 CB0165
 CB0165                          STATION DESCRIPTION
 CB0165
 CB0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CB0165'2.6 MI S FROM CHRISTOVAL.
 CB0165'2.6 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM CHRISTOVAL, TOM GREEN
 CB0165'COUNTY, 125 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 75 FEET WEST
 CB0165'OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP.  A
 CB0165'STANDARD DISK, STAMPED 2137.145 D 211 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0051 ***********************************************************************
 CB0051  DESIGNATION -  D 212
 CB0051  PID         -  CB0051
 CB0051  STATE/COUNTY-  TX/RUNNELS
 CB0051  USGS QUAD   -  ROWENA (1984)
 CB0051
 CB0051                         *CURRENT SURVEY CONTROL
 CB0051  ___________________________________________________________________
 CB0051* NAD 83(1993)-  31 41 05.22456(N)    100 00 22.06100(W)     ADJUSTED  
 CB0051* NAVD 88     -       520.613  (meters)    1708.04   (feet)  ADJUSTED  
 CB0051  ___________________________________________________________________
 CB0051  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 CB0051  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 CB0051  DYNAMIC HT  -         519.923 (meters)    1705.78  (feet)  COMP
 CB0051  MODELED GRAV-     979,297.5   (mgal)                       NAVD 88
 CB0051
 CB0051  HORZ ORDER  -  SECOND
 CB0051  VERT ORDER  -  SECOND    CLASS 0
 CB0051
 CB0051.The horizontal coordinates were established by classical geodetic methods
 CB0051.and adjusted by the National Geodetic Survey in February 1996..
 CB0051
 CB0051.The orthometric height was determined by differential leveling
 CB0051.and adjusted by the National Geodetic Survey in June 1991..
 CB0051
 CB0051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0051
 CB0051.The geoid height was determined by GEOID03.
 CB0051
 CB0051.The dynamic height is computed by dividing the NAVD 88
 CB0051.geopotential number by the normal gravity value computed on the
 CB0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0051.degrees latitude (g = 980.6199 gals.).
 CB0051
 CB0051.The modeled gravity was interpolated from observed gravity values.
 CB0051
 CB0051;                    North         East     Units Scale Factor Converg.
 CB0051;SPC TX C     - 3,223,770.781   731,022.451   MT  0.99995269   +0 10 06.7
 CB0051;SPC TX C     -10,576,654.64  2,398,362.82   sFT  0.99995269   +0 10 06.7
 CB0051;UTM  14      - 3,505,937.114   404,639.927   MT  0.99971215   -0 31 42.6
 CB0051
 CB0051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0051!SPC TX C     -   0.99992219  x   0.99995269  =   0.99987488
 CB0051!UTM  14      -   0.99992219  x   0.99971215  =   0.99963436
 CB0051
 CB0051                          SUPERSEDED SURVEY CONTROL
 CB0051
 CB0051  NAD 83(1986)-  31 41 05.23146(N)    100 00 22.04680(W) AD(       ) 2
 CB0051  NAD 27      -  31 41 04.68040(N)    100 00 20.73754(W) AD(       ) 2
 CB0051  NGVD 29 (??/??/92)  520.501  (m)         1707.68   (f) ADJ UNCH    2 0
 CB0051
 CB0051.Superseded values are not recommended for survey control.
 CB0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0051.See file dsdata.txt to determine how the superseded data were derived.
 CB0051
 CB0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0464005937(NAD 83)
 CB0051_MARKER: DB = BENCH MARK DISK
 CB0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0051_STAMPING: 1707.542 D 212 1934
 CB0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0051+STABILITY: SURFACE MOTION
 CB0051
 CB0051  HISTORY     - Date     Condition        Report By
 CB0051  HISTORY     - 1934     MONUMENTED       CGS
 CB0051  HISTORY     - 1940     GOOD             NGS
 CB0051  HISTORY     - 1967     GOOD             USGS
 CB0051
 CB0051                          STATION DESCRIPTION
 CB0051
 CB0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0051'3.7 MI NE FROM ROWENA.
 CB0051'3.7 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CB0051'ROWENA, 30 FEET NORTHEAST OF MILEPOST 42, 40 FEET SOUTHEAST OF THE
 CB0051'CENTERLINE OF THE TRACK, AND 12 FEET NORTHWEST OF THE RIGHT-OF-WAY
 CB0051'FENCE.  A STANDARD DISK, STAMPED 1707.542 D 212 1934 AND SET IN THE
 CB0051'TOP OF A CONCRETE POST.
 CB0051
 CB0051                          STATION RECOVERY (1940)
 CB0051
 CB0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0051'RECOVERED IN GOOD CONDITION.
 CB0051
 CB0051                          STATION RECOVERY (1967)
 CB0051
 CB0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CB0051'BM D-212--A USC AND GS BRONZE DISK SET IN TOP OF A CONCRETE
 CB0051'POST.  THE TABLET PROJECTS ABOUT 0.4 FEET AND IS STAMPED
 CB0051'D-212 1934 1707.542.
 CB0051'
 CB0051'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 CB0051'FARM ROAD 158 IN BALLINGER, PROCEED SOUTHWEST ALONG U.S.
 CB0051'HIGHWAY 67 FOR 4.7 MILES TO THE STATION ON THE RIGHT, IN THE
 CB0051'HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0061 ***********************************************************************
 AX0061  DESIGNATION -  D 212
 AX0061  PID         -  AX0061
 AX0061  STATE/COUNTY-  TX/RUNNELS
 AX0061  USGS QUAD   -  WALLIS (1980)
 AX0061
 AX0061                         *CURRENT SURVEY CONTROL
 AX0061  ___________________________________________________________________
 AX0061* NAD 83(1986)-  29 40 08.     (N)    096 06 54.     (W)     SCALED    
 AX0061* NAVD 88     -        43.67   (+/-2cm)     143.3    (feet)  VERTCON   
 AX0061  ___________________________________________________________________
 AX0061  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0061
 AX0061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0061
 AX0061.The horizontal coordinates were scaled from a topographic map and have
 AX0061.an estimated accuracy of +/- 6 seconds.
 AX0061
 AX0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0061.The vertical order pertains to the NGVD 29 superseded value.
 AX0061
 AX0061.The geoid height was determined by GEOID03.
 AX0061
 AX0061;                    North         East    Units  Estimated Accuracy
 AX0061;SPC TX C     - 3,007,990.    1,108,320.      MT  (+/- 180 meters Scaled)
 AX0061
 AX0061                          SUPERSEDED SURVEY CONTROL
 AX0061
 AX0061  NGVD 29 (??/??/92)   43.657  (m)          143.23   (f) ADJ UNCH    2 0
 AX0061
 AX0061.Superseded values are not recommended for survey control.
 AX0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0061.See file dsdata.txt to determine how the superseded data were derived.
 AX0061
 AX0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT792855(NAD 83)
 AX0061_MARKER: DB = BENCH MARK DISK
 AX0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0061_STAMPING: 1707.542 D 212 1934
 AX0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0061+STABILITY: SURFACE MOTION
 AX0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0061+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AX0061
 AX0061  HISTORY     - Date     Condition        Report By
 AX0061  HISTORY     - 1934     MONUMENTED       CGS
 AX0061  HISTORY     - 1976     GOOD             USGS
 AX0061  HISTORY     - 20040329 GOOD             USPSQD
 AX0061
 AX0061                          STATION DESCRIPTION
 AX0061
 AX0061'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 AX0061'3.7 MI NE FROM WALLIS.
 AX0061'3.7 MILES NE ALONG THE GULF, COLO. AND SANTA FE RAILWAY FROM ROWENA,
 AX0061'CENTERLINE OF TRACKS OPP MILE POST 42 AND 25 FEET SW ALONG TRACKS AND
 AX0061'40 FEET SE (OPP), 90 FEET SW ALONG TELEPHONE POLE LINE FROM STATION
 AX0061'BOOM E-T 1967.  A STANDARD DISK, STAMPED 1707.542 D 212 1934 SET IN
 AX0061'THE TOP OF A CONCRETE POST.
 AX0061
 AX0061                          STATION RECOVERY (2004)
 AX0061
 AX0061'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0376 ***********************************************************************
 AX0376  DESIGNATION -  D 213
 AX0376  PID         -  AX0376
 AX0376  STATE/COUNTY-  TX/WHARTON
 AX0376  USGS QUAD   -  GLEN FLORA (1980)
 AX0376
 AX0376                         *CURRENT SURVEY CONTROL
 AX0376  ___________________________________________________________________
 AX0376* NAD 83(1986)-  29 20 18.     (N)    096 09 40.     (W)     SCALED    
 AX0376* NAVD 88     -        33.81   (+/-2cm)     110.9    (feet)  VERTCON   
 AX0376  ___________________________________________________________________
 AX0376  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0376
 AX0376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0376
 AX0376.The horizontal coordinates were scaled from a topographic map and have
 AX0376.an estimated accuracy of +/- 6 seconds.
 AX0376
 AX0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0376.The vertical order pertains to the NGVD 29 superseded value.
 AX0376
 AX0376.The geoid height was determined by GEOID03.
 AX0376
 AX0376;                    North         East    Units  Estimated Accuracy
 AX0376;SPC TXSC     - 4,170,140.      875,650.      MT  (+/- 180 meters Scaled)
 AX0376
 AX0376                          SUPERSEDED SURVEY CONTROL
 AX0376
 AX0376  NGVD 29 (??/??/92)   33.809  (m)          110.92   (f) ADJ UNCH    2 0
 AX0376
 AX0376.Superseded values are not recommended for survey control.
 AX0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0376.See file dsdata.txt to determine how the superseded data were derived.
 AX0376
 AX0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT756488(NAD 83)
 AX0376_MARKER: DB = BENCH MARK DISK
 AX0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0376_STAMPING: D 213 1934
 AX0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0376+STABILITY: SURFACE MOTION
 AX0376
 AX0376  HISTORY     - Date     Condition        Report By
 AX0376  HISTORY     - 1934     MONUMENTED       CGS
 AX0376  HISTORY     - 1942     GOOD             NGS
 AX0376  HISTORY     - 1943     GOOD             NGS
 AX0376
 AX0376                          STATION DESCRIPTION
 AX0376
 AX0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AX0376'2.0 MI SE FROM GLEN FLORA.
 AX0376'TO REACH FROM THE SANTA FE RAILROAD STATION AT GLEN FLORA-- PROCEED
 AX0376'2.0 MILES SOUTHEASTERLY ALONG THE SANTA FE RAILROAD TO THE SITE OF THE
 AX0376'BENCH MARK.  BENCH MARK IS ABOUT 300.0 FEET NORTHWEST OF SORRELI
 AX0376'SIDING, AT A GRADE CROSSING AND 37.8 FEET SOUTHEAST OF THE CENTERLINE
 AX0376'OF THE TRACKS.  IT IS 37.0 FEET NORTHWEST OF MILE POLE NO.39, 3.0 FEET
 AX0376'NORTHWEST OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET SOUTHWEST OF
 AX0376'RIGHT-OF-WAY FENCE.  A STD. DISK SET IN CONCRETE POST PROJECTING 0.4
 AX0376'FOOT.
 AX0376
 AX0376                          STATION RECOVERY (1943)
 AX0376
 AX0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AX0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1422 ***********************************************************************
 AY1422  DESIGNATION -  D 214
 AY1422  PID         -  AY1422
 AY1422  STATE/COUNTY-  TX/UVALDE
 AY1422  USGS QUAD   -  MAGERS CROSSING (1960)
 AY1422
 AY1422                         *CURRENT SURVEY CONTROL
 AY1422  ___________________________________________________________________
 AY1422* NAD 83(1986)-  29 32 18.     (N)    099 43 04.     (W)     SCALED    
 AY1422* NAVD 88     -       401.541  (meters)    1317.39   (feet)  POSTED    
 AY1422  ___________________________________________________________________
 AY1422  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AY1422  DYNAMIC HT  -         400.950 (meters)    1315.45  (feet)  COMP
 AY1422  MODELED GRAV-     979,150.5   (mgal)                       NAVD 88
 AY1422
 AY1422  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1422
 AY1422.The horizontal coordinates were scaled from a topographic map and have
 AY1422.an estimated accuracy of +/- 6 seconds.
 AY1422
 AY1422.The orthometric height was determined by differential leveling
 AY1422.and adjusted by the National Geodetic Survey in 1992..
 AY1422.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1422.rate of 1.1 thru 2.0 mm/km.
 AY1422
 AY1422.The geoid height was determined by GEOID03.
 AY1422
 AY1422.The dynamic height is computed by dividing the NAVD 88
 AY1422.geopotential number by the normal gravity value computed on the
 AY1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1422.degrees latitude (g = 980.6199 gals.).
 AY1422
 AY1422.The modeled gravity was interpolated from observed gravity values.
 AY1422
 AY1422;                    North         East    Units  Estimated Accuracy
 AY1422;SPC TXSC     - 4,189,170.      530,440.      MT  (+/- 180 meters Scaled)
 AY1422
 AY1422                          SUPERSEDED SURVEY CONTROL
 AY1422
 AY1422  NGVD 29 (??/??/92)  401.465  (m)         1317.14   (f) ADJ UNCH    2 0
 AY1422
 AY1422.Superseded values are not recommended for survey control.
 AY1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1422.See file dsdata.txt to determine how the superseded data were derived.
 AY1422
 AY1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT304678(NAD 83)
 AY1422_MARKER: DB = BENCH MARK DISK
 AY1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1422_STAMPING: D 214 1934
 AY1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1422+STABILITY: SURFACE MOTION
 AY1422
 AY1422  HISTORY     - Date     Condition        Report By
 AY1422  HISTORY     - 1934     MONUMENTED       CGS
 AY1422  HISTORY     - 1953     GOOD             NGS
 AY1422  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 AY1422
 AY1422                          STATION DESCRIPTION
 AY1422
 AY1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1422'4.3 MI NW FROM CONCAN.
 AY1422'0.1 MILE NORTHEAST ALONG STATE HIGHWAY 127 FROM ITS JUNCTION WITH U.S.
 AY1422'HIGHWAY 83 AT CONCAN, THENCE 3.1 MILES NORTHWEST ALONG A WINDING DIRT
 AY1422'ROAD, THENCE 1.1 MILES NORTHWEST ALONG A GRAVELED ROAD, 223 FEET
 AY1422'SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 109 FEET SOUTH OF
 AY1422'THE CENTER LINE OF A GRAVELED ROAD LEADING WEST, 215 FEET SOUTHWEST OF
 AY1422'THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 104 FEET SOUTH OF A
 AY1422'FENCE CORNER, 8.7 FEET NORTHEAST OF A T FENCE CORNER, 4 FEET NORTH OF
 AY1422'A FENCE, 9.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AY1422'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1422
 AY1422                          STATION RECOVERY (2005)
 AY1422
 AY1422'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0293 ***********************************************************************
 AJ0293  DESIGNATION -  D 215
 AJ0293  PID         -  AJ0293
 AJ0293  STATE/COUNTY-  TX/DUVAL
 AJ0293  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0293
 AJ0293                         *CURRENT SURVEY CONTROL
 AJ0293  ___________________________________________________________________
 AJ0293* NAD 83(1986)-  27 16 46.     (N)    098 16 52.     (W)     SCALED    
 AJ0293* NAVD 88     -        69.187  (meters)     226.99   (feet)  ADJUSTED  
 AJ0293  ___________________________________________________________________
 AJ0293  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AJ0293  DYNAMIC HT  -          69.078 (meters)     226.63  (feet)  COMP
 AJ0293  MODELED GRAV-     979,064.6   (mgal)                       NAVD 88
 AJ0293
 AJ0293  VERT ORDER  -  SECOND    CLASS 0
 AJ0293
 AJ0293.The horizontal coordinates were scaled from a topographic map and have
 AJ0293.an estimated accuracy of +/- 6 seconds.
 AJ0293
 AJ0293.The orthometric height was determined by differential leveling
 AJ0293.and adjusted by the National Geodetic Survey in June 1991..
 AJ0293.WARNING-Repeat measurements at this control monument indicate possible
 AJ0293.vertical movement.
 AJ0293
 AJ0293.The geoid height was determined by GEOID03.
 AJ0293
 AJ0293.The dynamic height is computed by dividing the NAVD 88
 AJ0293.geopotential number by the normal gravity value computed on the
 AJ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0293.degrees latitude (g = 980.6199 gals.).
 AJ0293
 AJ0293.The modeled gravity was interpolated from observed gravity values.
 AJ0293
 AJ0293;                    North         East    Units  Estimated Accuracy
 AJ0293;SPC TX S     - 5,178,700.      321,670.      MT  (+/- 180 meters Scaled)
 AJ0293
 AJ0293                          SUPERSEDED SURVEY CONTROL
 AJ0293
 AJ0293  NGVD 29 (??/??/92)   69.274  (m)          227.28   (f) ADJ UNCH    2 0
 AJ0293
 AJ0293.Superseded values are not recommended for survey control.
 AJ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0293.See file dsdata.txt to determine how the superseded data were derived.
 AJ0293
 AJ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR711175(NAD 83)
 AJ0293_MARKER: DB = BENCH MARK DISK
 AJ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0293_STAMPING: D 215 1934
 AJ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0293+STABILITY: SURFACE MOTION
 AJ0293
 AJ0293  HISTORY     - Date     Condition        Report By
 AJ0293  HISTORY     - 1934     MONUMENTED       CGS
 AJ0293  HISTORY     - 1942     GOOD             NGS
 AJ0293  HISTORY     - 1968     GOOD             USGS
 AJ0293
 AJ0293                          STATION DESCRIPTION
 AJ0293
 AJ0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0293'11.8 MI NW FROM FALFURRIAS.
 AJ0293'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 11.8
 AJ0293'MILES NORTHWESTERLY ALONG ROAD TOWARDS HEBBRONVILLE TO THE SITE OF THE
 AJ0293'BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE EAST OF COPITA, ABOUT 0.5
 AJ0293'MILE WEST OF INTERSECTION OF CROSSROAD AND ABOUT 0.1 MILE WEST OF AN
 AJ0293'OFF-SET IN RIGHT-OF-WAY FENCE.  IT IS AT THE INTERSECTION OF PRIVATE
 AJ0293'ROAD LEADING SOUTHERLY TO FARM HOUSE, 16.0 FEET WEST OF THE CENTERLINE
 AJ0293'OF THE PRIVATE ROAD AND 33.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 AJ0293'IT IS AT FENCE CORNER, 2.0 FEET SOUTH OF RIGHT-OF-WAY FENCE, 2.0 FEET
 AJ0293'WEST OF FENCE LEADING SOUTH AND 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AJ0293'MARKER POST.  A STD. DISK SET IN CONCRETE POST ABOUT FLUSH WITH THE
 AJ0293'SURFACE OF THE GROUND.
 AJ0293
 AJ0293                          STATION RECOVERY (1968)
 AJ0293
 AJ0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0293'FROM FALFURRIAS, BROOKS COUNTY, TEXAS, WEST ALONG STATE HIGHWAY 285
 AJ0293'FROM ITS INTERSECTION WITH U.S. HIGHWAY 281 A DISTANCE OF 8.8 MILES.
 AJ0293'THENCE NORTH ON FARM ROAD 1329 A DISTANCE OF 1.1 MILES TO A DIRT
 AJ0293'CROSSROAD. THENCE WEST ON THE DIRT ROAD A DISTANCE OF 0.5 MILES. 36
 AJ0293'FT SOUTH OF CENTER LINE OF DIRT ROAD. IN FENCE CORNER, 2.8 FT EAST OF
 AJ0293'WOODEN WITNESS POST. STANDARD DISK, STAMPED D 215 1934, AND SET IN A
 AJ0293'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0469 ***********************************************************************
 AO0469  DESIGNATION -  D 216
 AO0469  PID         -  AO0469
 AO0469  STATE/COUNTY-  TX/DIMMIT
 AO0469  USGS QUAD   -  BIG WELLS (1972)
 AO0469
 AO0469                         *CURRENT SURVEY CONTROL
 AO0469  ___________________________________________________________________
 AO0469* NAD 83(1986)-  28 34 04.     (N)    099 34 07.     (W)     SCALED    
 AO0469* NAVD 88     -       157.361  (meters)     516.28   (feet)  ADJUSTED  
 AO0469  ___________________________________________________________________
 AO0469  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AO0469  DYNAMIC HT  -         157.126 (meters)     515.50  (feet)  COMP
 AO0469  MODELED GRAV-     979,148.5   (mgal)                       NAVD 88
 AO0469
 AO0469  VERT ORDER  -  SECOND    CLASS 0
 AO0469
 AO0469.The horizontal coordinates were scaled from a topographic map and have
 AO0469.an estimated accuracy of +/- 6 seconds.
 AO0469
 AO0469.The orthometric height was determined by differential leveling
 AO0469.and adjusted by the National Geodetic Survey in June 1991..
 AO0469
 AO0469.The geoid height was determined by GEOID03.
 AO0469
 AO0469.The dynamic height is computed by dividing the NAVD 88
 AO0469.geopotential number by the normal gravity value computed on the
 AO0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0469.degrees latitude (g = 980.6199 gals.).
 AO0469
 AO0469.The modeled gravity was interpolated from observed gravity values.
 AO0469
 AO0469;                    North         East    Units  Estimated Accuracy
 AO0469;SPC TXSC     - 4,081,530.      544,370.      MT  (+/- 180 meters Scaled)
 AO0469
 AO0469                          SUPERSEDED SURVEY CONTROL
 AO0469
 AO0469  NGVD 29 (??/??/92)  157.273  (m)          515.99   (f) ADJ UNCH    2 0
 AO0469
 AO0469.Superseded values are not recommended for survey control.
 AO0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0469.See file dsdata.txt to determine how the superseded data were derived.
 AO0469
 AO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS443602(NAD 83)
 AO0469_MARKER: DB = BENCH MARK DISK
 AO0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0469_STAMPING: D-216 1934
 AO0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0469+STABILITY: SURFACE MOTION
 AO0469
 AO0469  HISTORY     - Date     Condition        Report By
 AO0469  HISTORY     - 1934     MONUMENTED       CGS
 AO0469  HISTORY     - 1972     MARK NOT FOUND   USGS
 AO0469
 AO0469                          STATION DESCRIPTION
 AO0469
 AO0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0469'IN BIG WELLS.
 AO0469'38 FT. N OF NW CORNER OF STATION.  24 FT. N OF CENTER-LINE OF TRACK OF
 AO0469'S. A. U. AND G. R. R. IN LINE OF TELEPHONE POLES.
 AO0469
 AO0469                          STATION RECOVERY (1972)
 AO0469
 AO0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AO0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0460 ***********************************************************************
 AO0460  DESIGNATION -  D 217
 AO0460  PID         -  AO0460
 AO0460  STATE/COUNTY-  TX/ZAVALA
 AO0460  USGS QUAD   -  LA PRYOR (1972)
 AO0460
 AO0460                         *CURRENT SURVEY CONTROL
 AO0460  ___________________________________________________________________
 AO0460* NAD 83(1986)-  28 56 29.     (N)    099 51 00.     (W)     SCALED    
 AO0460* NAVD 88     -       227.470  (meters)     746.29   (feet)  ADJUSTED  
 AO0460  ___________________________________________________________________
 AO0460  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AO0460  DYNAMIC HT  -         227.137 (meters)     745.20  (feet)  COMP
 AO0460  MODELED GRAV-     979,176.9   (mgal)                       NAVD 88
 AO0460
 AO0460  VERT ORDER  -  SECOND    CLASS 0
 AO0460
 AO0460.The horizontal coordinates were scaled from a topographic map and have
 AO0460.an estimated accuracy of +/- 6 seconds.
 AO0460
 AO0460.The orthometric height was determined by differential leveling
 AO0460.and adjusted by the National Geodetic Survey in June 1991..
 AO0460
 AO0460.The geoid height was determined by GEOID03.
 AO0460
 AO0460.The dynamic height is computed by dividing the NAVD 88
 AO0460.geopotential number by the normal gravity value computed on the
 AO0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0460.degrees latitude (g = 980.6199 gals.).
 AO0460
 AO0460.The modeled gravity was interpolated from observed gravity values.
 AO0460
 AO0460;                    North         East    Units  Estimated Accuracy
 AO0460;SPC TXSC     - 4,123,100.      517,140.      MT  (+/- 180 meters Scaled)
 AO0460
 AO0460                          SUPERSEDED SURVEY CONTROL
 AO0460
 AO0460  NGVD 29 (??/??/92)  227.348  (m)          745.89   (f) ADJ UNCH    2 0
 AO0460
 AO0460.Superseded values are not recommended for survey control.
 AO0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0460.See file dsdata.txt to determine how the superseded data were derived.
 AO0460
 AO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT171017(NAD 83)
 AO0460_MARKER: DB = BENCH MARK DISK
 AO0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0460_STAMPING: D-217 1934
 AO0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0460+STABILITY: SURFACE MOTION
 AO0460
 AO0460  HISTORY     - Date     Condition        Report By
 AO0460  HISTORY     - 1934     MONUMENTED       CGS
 AO0460  HISTORY     - 1972     MARK NOT FOUND   USGS
 AO0460  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AO0460
 AO0460                          STATION DESCRIPTION
 AO0460
 AO0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0460'IN LA PRYOR.
 AO0460'ALONG THE S. A. U. AND G. R. R.  86 FT. E OF CENTER-LINE OF TRACK. 66
 AO0460'FT. NE OF NE CORNER OF STATION.
 AO0460
 AO0460                          STATION RECOVERY (1972)
 AO0460
 AO0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AO0460'MARK NOT FOUND.
 AO0460
 AO0460                          STATION RECOVERY (1997)
 AO0460
 AO0460'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0057 ***********************************************************************
 BO0057  DESIGNATION -  D 218
 BO0057  PID         -  BO0057
 BO0057  STATE/COUNTY-  TX/VAL VERDE
 BO0057  USGS QUAD   -  FOUR MILLS (1973)
 BO0057
 BO0057                         *CURRENT SURVEY CONTROL
 BO0057  ___________________________________________________________________
 BO0057* NAD 83(1986)-  30 05 17.     (N)    100 43 00.     (W)     SCALED    
 BO0057* NAVD 88     -       573.070  (meters)    1880.15   (feet)  ADJUSTED  
 BO0057  ___________________________________________________________________
 BO0057  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BO0057  DYNAMIC HT  -         572.232 (meters)    1877.40  (feet)  COMP
 BO0057  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 BO0057
 BO0057  VERT ORDER  -  SECOND    CLASS 0
 BO0057
 BO0057.The horizontal coordinates were scaled from a topographic map and have
 BO0057.an estimated accuracy of +/- 6 seconds.
 BO0057
 BO0057.The orthometric height was determined by differential leveling
 BO0057.and adjusted by the National Geodetic Survey in June 1991..
 BO0057
 BO0057.The geoid height was determined by GEOID03.
 BO0057
 BO0057.The dynamic height is computed by dividing the NAVD 88
 BO0057.geopotential number by the normal gravity value computed on the
 BO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0057.degrees latitude (g = 980.6199 gals.).
 BO0057
 BO0057.The modeled gravity was interpolated from observed gravity values.
 BO0057
 BO0057;                    North         East    Units  Estimated Accuracy
 BO0057;SPC TXSC     - 4,251,100.      434,530.      MT  (+/- 180 meters Scaled)
 BO0057
 BO0057                          SUPERSEDED SURVEY CONTROL
 BO0057
 BO0057  NGVD 29 (??/??/92)  572.949  (m)         1879.75   (f) ADJ UNCH    2 0
 BO0057
 BO0057.Superseded values are not recommended for survey control.
 BO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0057.See file dsdata.txt to determine how the superseded data were derived.
 BO0057
 BO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU345297(NAD 83)
 BO0057_MARKER: DB = BENCH MARK DISK
 BO0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0057_STAMPING: D 218 1934 1879.750
 BO0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0057+STABILITY: SURFACE MOTION
 BO0057
 BO0057  HISTORY     - Date     Condition        Report By
 BO0057  HISTORY     - 1934     MONUMENTED       CGS
 BO0057  HISTORY     - 1958     GOOD             NGS
 BO0057
 BO0057                          STATION DESCRIPTION
 BO0057
 BO0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0057'36.2 MI S FROM SONORA.
 BO0057'ABOUT 35.9 MILES SOUTH ALONG U. S. HIGHWAY 277 FROM THE INTERSECTION
 BO0057'OF 3RD STREET AND CROCKETT AVENUE AT SONORA TO A SMALL GATE ON THE
 BO0057'WEST SIDE OF THE HIGHWAY, THENCE ABOUT 0.3 MILE WEST-NORTHWEST ACROSS
 BO0057'A BRUSHY PASTURE TO THE OLD HIGHWAY.  54 FEET EAST-SOUTHEAST OF THE
 BO0057'CENTER LINE OF THE OLD HIGHWAY, ABOUT 300 FEET SOUTH OF A CURVE IN THE
 BO0057'OLD HIGHWAY, 37 1/2 FEET NORTH OF A TELEPHONE POLE, 1 FOOT NORTHWEST
 BO0057'OF A CONCRETE WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BO0057'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1103 ***********************************************************************
 AY1103  DESIGNATION -  D 219
 AY1103  PID         -  AY1103
 AY1103  STATE/COUNTY-  TX/KERR
 AY1103  USGS QUAD   -  DIAMOND S RANCH (1964)
 AY1103
 AY1103                         *CURRENT SURVEY CONTROL
 AY1103  ___________________________________________________________________
 AY1103* NAD 83(1986)-  29 57 22.     (N)    099 28 27.     (W)     SCALED    
 AY1103* NAVD 88     -       638.176  (meters)    2093.75   (feet)  ADJUSTED  
 AY1103  ___________________________________________________________________
 AY1103  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 AY1103  DYNAMIC HT  -         637.248 (meters)    2090.70  (feet)  COMP
 AY1103  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 AY1103
 AY1103  VERT ORDER  -  SECOND    CLASS 0
 AY1103
 AY1103.The horizontal coordinates were scaled from a topographic map and have
 AY1103.an estimated accuracy of +/- 6 seconds.
 AY1103
 AY1103.The orthometric height was determined by differential leveling
 AY1103.and adjusted by the National Geodetic Survey in June 1991..
 AY1103
 AY1103.The geoid height was determined by GEOID03.
 AY1103
 AY1103.The dynamic height is computed by dividing the NAVD 88
 AY1103.geopotential number by the normal gravity value computed on the
 AY1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1103.degrees latitude (g = 980.6199 gals.).
 AY1103
 AY1103.The modeled gravity was interpolated from observed gravity values.
 AY1103
 AY1103;                    North         East    Units  Estimated Accuracy
 AY1103;SPC TXSC     - 4,235,360.      554,230.      MT  (+/- 180 meters Scaled)
 AY1103
 AY1103                          SUPERSEDED SURVEY CONTROL
 AY1103
 AY1103  NGVD 29 (??/??/92)  638.089  (m)         2093.46   (f) ADJ UNCH    2 0
 AY1103
 AY1103.Superseded values are not recommended for survey control.
 AY1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1103.See file dsdata.txt to determine how the superseded data were derived.
 AY1103
 AY1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU542140(NAD 83)
 AY1103_MARKER: DB = BENCH MARK DISK
 AY1103_SETTING: 66 = SET IN ROCK OUTCROP
 AY1103_SP_SET: ROCK OUTCROP
 AY1103_STAMPING: D 219 1934
 AY1103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1103+STABILITY: POSITION/ELEVATION WELL
 AY1103
 AY1103  HISTORY     - Date     Condition        Report By
 AY1103  HISTORY     - 1934     MONUMENTED       CGS
 AY1103  HISTORY     - 1953     GOOD             NGS
 AY1103  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1103
 AY1103                          STATION DESCRIPTION
 AY1103
 AY1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1103'15.0 MI SW FROM HUNT.
 AY1103'15.0 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 AY1103'HUNT, 210 FEET NORTHWEST OF A WINDMILL, 69 FEET SOUTHEAST OF THE
 AY1103'CENTER LINE OF THE HIGHWAY, 15.8 FEET SOUTHEAST OF A FENCE, 15.8 FEET
 AY1103'SOUTHEAST OF A WITNESS POST, FLUSH WITH THE GROUND, 3 FEET BELOW THE
 AY1103'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP.
 AY1103
 AY1103                          STATION RECOVERY (1990)
 AY1103
 AY1103'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1095 ***********************************************************************
 AY1095  DESIGNATION -  D 220
 AY1095  PID         -  AY1095
 AY1095  STATE/COUNTY-  TX/KENDALL
 AY1095  USGS QUAD   -  COMFORT (1982)
 AY1095
 AY1095                         *CURRENT SURVEY CONTROL
 AY1095  ___________________________________________________________________
 AY1095* NAD 83(1986)-  29 58 10.     (N)    098 54 44.     (W)     SCALED    
 AY1095* NAVD 88     -       434.486  (meters)    1425.48   (feet)  ADJUSTED  
 AY1095  ___________________________________________________________________
 AY1095  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AY1095  DYNAMIC HT  -         433.869 (meters)    1423.45  (feet)  COMP
 AY1095  MODELED GRAV-     979,211.0   (mgal)                       NAVD 88
 AY1095
 AY1095  VERT ORDER  -  FIRST     CLASS II
 AY1095
 AY1095.The horizontal coordinates were scaled from a topographic map and have
 AY1095.an estimated accuracy of +/- 6 seconds.
 AY1095
 AY1095.The orthometric height was determined by differential leveling
 AY1095.and adjusted by the National Geodetic Survey in June 1991..
 AY1095
 AY1095.The geoid height was determined by GEOID03.
 AY1095
 AY1095.The dynamic height is computed by dividing the NAVD 88
 AY1095.geopotential number by the normal gravity value computed on the
 AY1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1095.degrees latitude (g = 980.6199 gals.).
 AY1095
 AY1095.The modeled gravity was interpolated from observed gravity values.
 AY1095
 AY1095;                    North         East    Units  Estimated Accuracy
 AY1095;SPC TXSC     - 4,236,750.      608,470.      MT  (+/- 180 meters Scaled)
 AY1095
 AY1095                          SUPERSEDED SURVEY CONTROL
 AY1095
 AY1095.No superseded survey control is available for this station.
 AY1095
 AY1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU084154(NAD 83)
 AY1095_MARKER: DB = BENCH MARK DISK
 AY1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1095_STAMPING: D 220 1934
 AY1095_MARK LOGO: CGS   
 AY1095_PROJECTION: PROJECTING 5 CENTIMETERS
 AY1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1095+STABILITY: SURFACE MOTION
 AY1095
 AY1095  HISTORY     - Date     Condition        Report By
 AY1095  HISTORY     - 1934     MONUMENTED       CGS
 AY1095  HISTORY     - 1953     GOOD             NGS
 AY1095  HISTORY     - 1982     GOOD             NGS
 AY1095  HISTORY     - 1989     GOOD             USPSQD
 AY1095  HISTORY     - 1990     GOOD             USPSQD
 AY1095  HISTORY     - 19940309 GOOD             USPSQD
 AY1095  HISTORY     - 20050521 GOOD             USPSQD
 AY1095
 AY1095                          STATION DESCRIPTION
 AY1095
 AY1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1095'IN COMFORT.
 AY1095'AT COMFORT, 192 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE TEXAS
 AY1095'AND NEW ORLEANS RAILROAD STATION, 112 FEET EAST OF MILEPOST 290, 25
 AY1095'FEET SOUTH OF THE SOUTH RAIL, 34 FEET NORTHEAST OF THE CENTER LINE OF
 AY1095'A ROAD, 8.4 FEET NORTH OF A TELEPHONE POLE, SET IN THE TOP OF A
 AY1095'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY1095
 AY1095                          STATION RECOVERY (1982)
 AY1095
 AY1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1095'0.6 KM (0.4 MI) WEST ALONG STATE HIGHWAY 27 FROM THE POST OFFICE IN
 AY1095'COMFORT, NEAR THE INTERSECTION OF HIGH STREET AND THE OLD TEXAS AND
 AY1095'NEW ORLEANS RAILROAD GRADE, 58.2 METERS (191.0 FT) NORTHWEST OF THE
 AY1095'CENTERLINE OF THE HIGHWAY, 10.3 METERS (34.0 FT) NORTHEAST OF THE
 AY1095'CENTER OF HIGH STREET, 58.5 METERS (192.0 FT) SOUTHWEST OF THE CORNER
 AY1095'OF THE OLD RAILROAD STATION, 9.1 METERS (30.0 FT) SOUTHEAST OF THE
 AY1095'CENTER OF THE GRADE, 2.6 METERS (8.5 FT) NORTH OF A POWERLINE POLE,
 AY1095'37.7 METERS (124.0 FT) EAST OF THE INTERSECTION OF THE GRADE AND HIGH
 AY1095'STREET, AND 22.3 METERS (73.5 FT) SOUTHEAST OF A GAS METER.  NOTE, THE
 AY1095'CONCRETE POST HAS BEEN HIT BUT IS SOLID, DISK IS INTACT.
 AY1095'THE MARK IS 0.6 M BELOW HIGH STREET.
 AY1095
 AY1095                          STATION RECOVERY (1989)
 AY1095
 AY1095'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1095'RECOVERED IN GOOD CONDITION.
 AY1095
 AY1095                          STATION RECOVERY (1990)
 AY1095
 AY1095'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1095'RECOVERED IN GOOD CONDITION.
 AY1095
 AY1095                          STATION RECOVERY (1994)
 AY1095
 AY1095'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1095'RECOVERED IN GOOD CONDITION.
 AY1095
 AY1095                          STATION RECOVERY (2005)
 AY1095
 AY1095'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0360 ***********************************************************************
 BN0360  DESIGNATION -  D 221
 BN0360  PID         -  BN0360
 BN0360  STATE/COUNTY-  TX/EDWARDS
 BN0360  USGS QUAD   -  EARWOOD CREEK SW (1987)
 BN0360
 BN0360                         *CURRENT SURVEY CONTROL
 BN0360  ___________________________________________________________________
 BN0360* NAD 83(1986)-  30 04 35.     (N)    099 58 46.     (W)     SCALED    
 BN0360* NAVD 88     -       717.580  (meters)    2354.26   (feet)  ADJUSTED  
 BN0360  ___________________________________________________________________
 BN0360  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BN0360  DYNAMIC HT  -         716.520 (meters)    2350.78  (feet)  COMP
 BN0360  MODELED GRAV-     979,141.3   (mgal)                       NAVD 88
 BN0360
 BN0360  VERT ORDER  -  SECOND    CLASS 0
 BN0360
 BN0360.The horizontal coordinates were scaled from a topographic map and have
 BN0360.an estimated accuracy of +/- 6 seconds.
 BN0360
 BN0360.The orthometric height was determined by differential leveling
 BN0360.and adjusted by the National Geodetic Survey in June 1991..
 BN0360
 BN0360.The geoid height was determined by GEOID03.
 BN0360
 BN0360.The dynamic height is computed by dividing the NAVD 88
 BN0360.geopotential number by the normal gravity value computed on the
 BN0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0360.degrees latitude (g = 980.6199 gals.).
 BN0360
 BN0360.The modeled gravity was interpolated from observed gravity values.
 BN0360
 BN0360;                    North         East    Units  Estimated Accuracy
 BN0360;SPC TXSC     - 4,248,990.      505,580.      MT  (+/- 180 meters Scaled)
 BN0360
 BN0360                          SUPERSEDED SURVEY CONTROL
 BN0360
 BN0360  NGVD 29 (??/??/92)  717.511  (m)         2354.03   (f) ADJ UNCH    2 0
 BN0360
 BN0360.Superseded values are not recommended for survey control.
 BN0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0360.See file dsdata.txt to determine how the superseded data were derived.
 BN0360
 BN0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU056276(NAD 83)
 BN0360_MARKER: DB = BENCH MARK DISK
 BN0360_SETTING: 66 = SET IN ROCK OUTCROP
 BN0360_SP_SET: ROCK OUTCROP
 BN0360_STAMPING: D-221 1934
 BN0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0360+STABILITY: POSITION/ELEVATION WELL
 BN0360
 BN0360  HISTORY     - Date     Condition        Report By
 BN0360  HISTORY     - 1934     MONUMENTED       CGS
 BN0360  HISTORY     - 1971     GOOD             USGS
 BN0360
 BN0360                          STATION DESCRIPTION
 BN0360
 BN0360'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BN0360'16.4 MI NE FROM ROCKSPRINGS.
 BN0360'FROM THE JUNCTION OF U.S. 377 AND TEX. 55 HIGHWAYS AT ROCKSPRINGS,
 BN0360'NORTH ALONG U.S. 377 FOR 7.9 MI. TO JUNCTION OF U.S. 377 AND TEX. 41,
 BN0360'THENCE EAST ALONG TEX. 41 FOR 8.5 MI. TO BM ON SOUTH SIDE OF HIGHWAY.
 BN0360'0.1 MI. EAST OF A PIPELINE CROSSING, 73 FT. SOUTH OF CENTERLINE OF
 BN0360'HIGHWAY AT THE EAST EDGE OF A TREE.  A STANDARD CAP SET IN A FLAT ROCK
 BN0360'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0138 ***********************************************************************
 BO0138  DESIGNATION -  D 222
 BO0138  PID         -  BO0138
 BO0138  STATE/COUNTY-  TX/SCHLEICHER
 BO0138  USGS QUAD   -  SONORA NW (1982)
 BO0138
 BO0138                         *CURRENT SURVEY CONTROL
 BO0138  ___________________________________________________________________
 BO0138* NAD 83(1986)-  30 43 42.     (N)    100 37 57.     (W)     SCALED    
 BO0138* NAVD 88     -       725.559  (meters)    2380.44   (feet)  ADJUSTED  
 BO0138  ___________________________________________________________________
 BO0138  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 BO0138  DYNAMIC HT  -         724.506 (meters)    2376.98  (feet)  COMP
 BO0138  MODELED GRAV-     979,166.1   (mgal)                       NAVD 88
 BO0138
 BO0138  VERT ORDER  -  SECOND    CLASS 0
 BO0138
 BO0138.The horizontal coordinates were scaled from a topographic map and have
 BO0138.an estimated accuracy of +/- 6 seconds.
 BO0138
 BO0138.The orthometric height was determined by differential leveling
 BO0138.and adjusted by the National Geodetic Survey in June 1991..
 BO0138
 BO0138.The geoid height was determined by GEOID03.
 BO0138
 BO0138.The dynamic height is computed by dividing the NAVD 88
 BO0138.geopotential number by the normal gravity value computed on the
 BO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0138.degrees latitude (g = 980.6199 gals.).
 BO0138
 BO0138.The modeled gravity was interpolated from observed gravity values.
 BO0138
 BO0138;                    North         East    Units  Estimated Accuracy
 BO0138;SPC TX C     - 3,117,730.      671,350.      MT  (+/- 180 meters Scaled)
 BO0138
 BO0138                          SUPERSEDED SURVEY CONTROL
 BO0138
 BO0138  NGVD 29 (??/??/92)  725.356  (m)         2379.77   (f) ADJ UNCH    2 0
 BO0138
 BO0138.Superseded values are not recommended for survey control.
 BO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0138.See file dsdata.txt to determine how the superseded data were derived.
 BO0138
 BO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV437006(NAD 83)
 BO0138_MARKER: DB = BENCH MARK DISK
 BO0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0138_STAMPING: 2379.772 D 222 1934
 BO0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0138+STABILITY: SURFACE MOTION
 BO0138
 BO0138  HISTORY     - Date     Condition        Report By
 BO0138  HISTORY     - 1934     MONUMENTED       CGS
 BO0138  HISTORY     - 1964     MARK NOT FOUND   USGS
 BO0138
 BO0138                          STATION DESCRIPTION
 BO0138
 BO0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0138'9.7 MI S FROM ELDORADO.
 BO0138'9.7 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM ELDORADO, ABOUT 1.6 MILES
 BO0138'NORTH OF THE SUTTON-SCHLEICHER COUNTY LINE, ABOUT 115 FEET SOUTH OF
 BO0138'THE PRIVATE ENTRANCE TO A RANCH, 30 FEET NORTHEAST OF THE NORTH CORNER
 BO0138'OF A WATER RESERVOIR, 43 FEET SOUTHEAST OF THE CENTERLINE OF THE
 BO0138'HIGHWAY, AND 12 FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK,
 BO0138'STAMPED 2379.772 D 222 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BO0138'NOTE-- IT WAS REPORTED IN 1940 THAT THIS BENCH MARK WAS LEANING.
 BO0138
 BO0138                          STATION RECOVERY (1964)
 BO0138
 BO0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BO0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0194 ***********************************************************************
 CB0194  DESIGNATION -  D 223
 CB0194  PID         -  CB0194
 CB0194  STATE/COUNTY-  TX/IRION
 CB0194  USGS QUAD   -  NOELKE (1987)
 CB0194
 CB0194                         *CURRENT SURVEY CONTROL
 CB0194  ___________________________________________________________________
 CB0194* NAD 83(1986)-  31 10 58.     (N)    100 53 47.     (W)     SCALED    
 CB0194* NAVD 88     -       702.658  (meters)    2305.30   (feet)  ADJUSTED  
 CB0194  ___________________________________________________________________
 CB0194  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CB0194  DYNAMIC HT  -         701.668 (meters)    2302.06  (feet)  COMP
 CB0194  MODELED GRAV-     979,208.5   (mgal)                       NAVD 88
 CB0194
 CB0194  VERT ORDER  -  FIRST     CLASS II
 CB0194
 CB0194.The horizontal coordinates were scaled from a topographic map and have
 CB0194.an estimated accuracy of +/- 6 seconds.
 CB0194
 CB0194.The orthometric height was determined by differential leveling
 CB0194.and adjusted by the National Geodetic Survey in June 1991..
 CB0194
 CB0194.The geoid height was determined by GEOID03.
 CB0194
 CB0194.The dynamic height is computed by dividing the NAVD 88
 CB0194.geopotential number by the normal gravity value computed on the
 CB0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0194.degrees latitude (g = 980.6199 gals.).
 CB0194
 CB0194.The modeled gravity was interpolated from observed gravity values.
 CB0194
 CB0194;                    North         East    Units  Estimated Accuracy
 CB0194;SPC TX C     - 3,168,210.      646,340.      MT  (+/- 180 meters Scaled)
 CB0194
 CB0194                          SUPERSEDED SURVEY CONTROL
 CB0194
 CB0194  NGVD 29 (??/??/92)  702.463  (m)         2304.66   (f) ADJ UNCH    1 2
 CB0194
 CB0194.Superseded values are not recommended for survey control.
 CB0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0194.See file dsdata.txt to determine how the superseded data were derived.
 CB0194
 CB0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV192514(NAD 83)
 CB0194_MARKER: DB = BENCH MARK DISK
 CB0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0194_SP_SET: CULVERT
 CB0194_STAMPING: D-223 1934
 CB0194_MARK LOGO: CGS   
 CB0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0194
 CB0194  HISTORY     - Date     Condition        Report By
 CB0194  HISTORY     - 1934     MONUMENTED       CGS
 CB0194  HISTORY     - 1940     GOOD             NGS
 CB0194  HISTORY     - 1981     GOOD             NGS
 CB0194
 CB0194                          STATION DESCRIPTION
 CB0194
 CB0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0194'7.4 MI SW FROM MERTZON.
 CB0194'7.4 MILES SW OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.2 MILE SW OF
 CB0194'MILE POST 753.  DISK IS SET IN TOP OF CONCRETE WING WALL AT N CORNER
 CB0194'OF BRIDGE 753.2.
 CB0194
 CB0194                          STATION RECOVERY (1940)
 CB0194
 CB0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0194'RECOVERED IN GOOD CONDITION.
 CB0194
 CB0194                          STATION RECOVERY (1981)
 CB0194
 CB0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0194'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0194'MERTZON, THENCE 11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY
 CB0194'67, THENCE 0.7 KM (0.45 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA
 CB0194'AND SANTA FE RAILROAD, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 735, IN
 CB0194'TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A RAILROAD
 CB0194'BRIDGE, 23.8 METERS (78.1 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD
 CB0194'AND 1.7 METERS (5.6 FT) NORTHWEST OF THE NEAR RAIL.
 CB0194'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0392 ***********************************************************************
 BO0392  DESIGNATION -  D 224
 BO0392  PID         -  BO0392
 BO0392  STATE/COUNTY-  TX/PECOS
 BO0392  USGS QUAD   -  SHEFFIELD (1967)
 BO0392
 BO0392                         *CURRENT SURVEY CONTROL
 BO0392  ___________________________________________________________________
 BO0392* NAD 83(1986)-  30 44 22.     (N)    101 49 57.     (W)     SCALED    
 BO0392* NAVD 88     -       655.673  (meters)    2151.15   (feet)  ADJUSTED  
 BO0392  ___________________________________________________________________
 BO0392  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0392  DYNAMIC HT  -         654.718 (meters)    2148.02  (feet)  COMP
 BO0392  MODELED GRAV-     979,164.4   (mgal)                       NAVD 88
 BO0392
 BO0392  VERT ORDER  -  SECOND    CLASS 0
 BO0392
 BO0392.The horizontal coordinates were scaled from a topographic map and have
 BO0392.an estimated accuracy of +/- 6 seconds.
 BO0392
 BO0392.The orthometric height was determined by differential leveling
 BO0392.and adjusted by the National Geodetic Survey in June 1991..
 BO0392
 BO0392.The geoid height was determined by GEOID03.
 BO0392
 BO0392.The dynamic height is computed by dividing the NAVD 88
 BO0392.geopotential number by the normal gravity value computed on the
 BO0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0392.degrees latitude (g = 980.6199 gals.).
 BO0392
 BO0392.The modeled gravity was interpolated from observed gravity values.
 BO0392
 BO0392;                    North         East    Units  Estimated Accuracy
 BO0392;SPC TX C     - 3,119,890.      556,460.      MT  (+/- 180 meters Scaled)
 BO0392
 BO0392                          SUPERSEDED SURVEY CONTROL
 BO0392
 BO0392  NGVD 29 (??/??/92)  655.454  (m)         2150.44   (f) ADJ UNCH    2 0
 BO0392
 BO0392.Superseded values are not recommended for survey control.
 BO0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0392.See file dsdata.txt to determine how the superseded data were derived.
 BO0392
 BO0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV288041(NAD 83)
 BO0392_MARKER: DB = BENCH MARK DISK
 BO0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0392_STAMPING: D-224 1934
 BO0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0392+STABILITY: SURFACE MOTION
 BO0392
 BO0392  HISTORY     - Date     Condition        Report By
 BO0392  HISTORY     - 1934     MONUMENTED       CGS
 BO0392  HISTORY     - 1940     GOOD             NGS
 BO0392
 BO0392                          STATION DESCRIPTION
 BO0392
 BO0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0392'4.6 MI NW FROM SHEFFIELD.
 BO0392'4.6 MILES NW OF AND ALONG IRAAN-MCCAMEY HWY. 0.3 MILE N OF THE
 BO0392'INTERSECTION OF U.S. HWY NO. 290 AND HIGHWAY TO IRAAN, WHICH POINT OF
 BO0392'INTERSECTION IS 4.0 MILES W OF SHEFFIELD.  MARK IS ALONG IRAAN
 BO0392'HIGHWAY.  50 FT. W OF CENTER OF HIGHWAY.  27 FT. W OF R/W FENCE.
 BO0392
 BO0392                          STATION RECOVERY (1940)
 BO0392
 BO0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 BO0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1404 ***********************************************************************
 FL1404  DESIGNATION -  D 225
 FL1404  PID         -  FL1404
 FL1404  STATE/COUNTY-  TX/MOORE
 FL1404  USGS QUAD   -  LITTLE BLUE CREEK (1972)
 FL1404
 FL1404                         *CURRENT SURVEY CONTROL
 FL1404  ___________________________________________________________________
 FL1404* NAD 83(1986)-  35 51 51.     (N)    101 50 57.     (W)     SCALED    
 FL1404* NAVD 88     -      1087.892  (meters)    3569.19   (feet)  ADJUSTED  
 FL1404  ___________________________________________________________________
 FL1404  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1404  DYNAMIC HT  -        1086.646 (meters)    3565.10  (feet)  COMP
 FL1404  MODELED GRAV-     979,451.3   (mgal)                       NAVD 88
 FL1404
 FL1404  VERT ORDER  -  SECOND    CLASS 0
 FL1404
 FL1404.The horizontal coordinates were scaled from a topographic map and have
 FL1404.an estimated accuracy of +/- 6 seconds.
 FL1404
 FL1404.The orthometric height was determined by differential leveling
 FL1404.and adjusted by the National Geodetic Survey in June 1991..
 FL1404.WARNING-Repeat measurements at this control monument indicate possible
 FL1404.vertical movement.
 FL1404
 FL1404.The geoid height was determined by GEOID03.
 FL1404
 FL1404.The dynamic height is computed by dividing the NAVD 88
 FL1404.geopotential number by the normal gravity value computed on the
 FL1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1404.degrees latitude (g = 980.6199 gals.).
 FL1404
 FL1404.The modeled gravity was interpolated from observed gravity values.
 FL1404
 FL1404;                    North         East    Units  Estimated Accuracy
 FL1404;SPC TX N     - 1,206,860.      168,470.      MT  (+/- 180 meters Scaled)
 FL1404
 FL1404                          SUPERSEDED SURVEY CONTROL
 FL1404
 FL1404  NGVD 29 (??/??/92) 1087.365  (m)         3567.46   (f) ADJ UNCH    2 0
 FL1404
 FL1404.Superseded values are not recommended for survey control.
 FL1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1404.See file dsdata.txt to determine how the superseded data were derived.
 FL1404
 FL1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE427726(NAD 83)
 FL1404_MARKER: DB = BENCH MARK DISK
 FL1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1404_STAMPING: D 225 1934
 FL1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1404+STABILITY: SURFACE MOTION
 FL1404
 FL1404  HISTORY     - Date     Condition        Report By
 FL1404  HISTORY     - 1934     MONUMENTED       CGS
 FL1404  HISTORY     - 1952     GOOD             NGS
 FL1404
 FL1404                          STATION DESCRIPTION
 FL1404
 FL1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL1404'7.05 MI E FROM DUMAS.
 FL1404'7.05 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1404'HIGHWAY 287 AT DUMAS, 91 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FL1404'11 FEET NORTH OF A TELEPHONE LINE, 5.4 FEET SOUTH OF A WITNESS POST, 5
 FL1404'FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 FL1404'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0137 ***********************************************************************
 CC0137  DESIGNATION -  D 226
 CC0137  PID         -  CC0137
 CC0137  STATE/COUNTY-  TX/CRANE
 CC0137  USGS QUAD   -  CASTLE GAP (1974)
 CC0137
 CC0137                         *CURRENT SURVEY CONTROL
 CC0137  ___________________________________________________________________
 CC0137* NAD 83(1986)-  31 18 33.     (N)    102 21 05.     (W)     SCALED    
 CC0137* NAVD 88     -       796.090  (meters)    2611.84   (feet)  ADJUSTED  
 CC0137  ___________________________________________________________________
 CC0137  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CC0137  DYNAMIC HT  -         794.954 (meters)    2608.11  (feet)  COMP
 CC0137  MODELED GRAV-     979,186.0   (mgal)                       NAVD 88
 CC0137
 CC0137  VERT ORDER  -  SECOND    CLASS 0
 CC0137
 CC0137.The horizontal coordinates were scaled from a topographic map and have
 CC0137.an estimated accuracy of +/- 6 seconds.
 CC0137
 CC0137.The orthometric height was determined by differential leveling
 CC0137.and adjusted by the National Geodetic Survey in June 1991..
 CC0137
 CC0137.The geoid height was determined by GEOID03.
 CC0137
 CC0137.The dynamic height is computed by dividing the NAVD 88
 CC0137.geopotential number by the normal gravity value computed on the
 CC0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0137.degrees latitude (g = 980.6199 gals.).
 CC0137
 CC0137.The modeled gravity was interpolated from observed gravity values.
 CC0137
 CC0137;                    North         East    Units  Estimated Accuracy
 CC0137;SPC TX C     - 3,183,820.      507,920.      MT  (+/- 180 meters Scaled)
 CC0137
 CC0137                          SUPERSEDED SURVEY CONTROL
 CC0137
 CC0137  NGVD 29 (??/??/92)  795.767  (m)         2610.78   (f) ADJ UNCH    2 0
 CC0137
 CC0137.Superseded values are not recommended for survey control.
 CC0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0137.See file dsdata.txt to determine how the superseded data were derived.
 CC0137
 CC0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ520668(NAD 83)
 CC0137_MARKER: DB = BENCH MARK DISK
 CC0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0137_SP_SET: CULVERT
 CC0137_STAMPING: D-226 1934
 CC0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0137
 CC0137  HISTORY     - Date     Condition        Report By
 CC0137  HISTORY     - 1934     MONUMENTED       CGS
 CC0137  HISTORY     - 1955     MARK NOT FOUND   TXHD
 CC0137
 CC0137                          STATION DESCRIPTION
 CC0137
 CC0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0137'5.9 MI S FROM CRANE.
 CC0137'5.9 MILES S OF AND ALONG STATE HWY NO. 137.  17 FT. W OF CENTER OF
 CC0137'HIGHWAY, SET IN S END OF W HEAD WALL OF A 6 SECTION CONCRETE HIGHWAY
 CC0137'CULVERT.
 CC0137
 CC0137                          STATION RECOVERY (1955)
 CC0137
 CC0137'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955
 CC0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0223 ***********************************************************************
 FL0223  DESIGNATION -  D 227
 FL0223  PID         -  FL0223
 FL0223  STATE/COUNTY-  TX/WHEELER
 FL0223  USGS QUAD   -  PAKAN (1976)
 FL0223
 FL0223                         *CURRENT SURVEY CONTROL
 FL0223  ___________________________________________________________________
 FL0223* NAD 83(1986)-  35 21 51.     (N)    100 22 36.     (W)     SCALED    
 FL0223* NAVD 88     -       725.597  (meters)    2380.56   (feet)  ADJUSTED  
 FL0223  ___________________________________________________________________
 FL0223  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL0223  DYNAMIC HT  -         724.836 (meters)    2378.07  (feet)  COMP
 FL0223  MODELED GRAV-     979,561.5   (mgal)                       NAVD 88
 FL0223
 FL0223  VERT ORDER  -  SECOND    CLASS 0
 FL0223
 FL0223.The horizontal coordinates were scaled from a topographic map and have
 FL0223.an estimated accuracy of +/- 6 seconds.
 FL0223
 FL0223.The orthometric height was determined by differential leveling
 FL0223.and adjusted by the National Geodetic Survey in June 1991..
 FL0223
 FL0223.The geoid height was determined by GEOID03.
 FL0223
 FL0223.The dynamic height is computed by dividing the NAVD 88
 FL0223.geopotential number by the normal gravity value computed on the
 FL0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0223.degrees latitude (g = 980.6199 gals.).
 FL0223
 FL0223.The modeled gravity was interpolated from observed gravity values.
 FL0223
 FL0223;                    North         East    Units  Estimated Accuracy
 FL0223;SPC TX N     - 1,151,920.      302,080.      MT  (+/- 180 meters Scaled)
 FL0223
 FL0223                          SUPERSEDED SURVEY CONTROL
 FL0223
 FL0223  NGVD 29 (??/??/92)  725.267  (m)         2379.48   (f) ADJ UNCH    2 0
 FL0223
 FL0223.Superseded values are not recommended for survey control.
 FL0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0223.See file dsdata.txt to determine how the superseded data were derived.
 FL0223
 FL0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE749142(NAD 83)
 FL0223_MARKER: Z = SEE DESCRIPTION
 FL0223_SETTING: 0 = UNSPECIFIED SETTING
 FL0223_STAMPING: D 227 1934
 FL0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0223
 FL0223  HISTORY     - Date     Condition        Report By
 FL0223  HISTORY     - 1934     MONUMENTED       CGS
 FL0223  HISTORY     - 1943     GOOD             NGS
 FL0223
 FL0223                          STATION DESCRIPTION
 FL0223
 FL0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0223'IN MAGIC CITY.
 FL0223'AT MAGIC CITY, ABOUT 0.1 MILE EAST OF THE FORT WORTH AND DENVER CITY
 FL0223'RAILWAY STATION, 106 FEET WEST OF THE WEST SIDE OF A STOCK YARD, 21.0
 FL0223'FEET NORTH OF MILEPOST 292, 41.0 FEET NORTH OF THE CENTER LINE OF THE
 FL0223'TRACK, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1139 ***********************************************************************
 FL1139  DESIGNATION -  D 228
 FL1139  PID         -  FL1139
 FL1139  STATE/COUNTY-  TX/POTTER
 FL1139  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1139
 FL1139                         *CURRENT SURVEY CONTROL
 FL1139  ___________________________________________________________________
 FL1139* NAD 83(1986)-  35 19 37.     (N)    101 48 31.     (W)     SCALED    
 FL1139* NAVD 88     -      1027.837  (meters)    3372.16   (feet)  ADJUSTED  
 FL1139  ___________________________________________________________________
 FL1139  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 FL1139  DYNAMIC HT  -        1026.627 (meters)    3368.19  (feet)  COMP
 FL1139  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 FL1139
 FL1139  VERT ORDER  -  SECOND    CLASS 0
 FL1139
 FL1139.The horizontal coordinates were scaled from a topographic map and have
 FL1139.an estimated accuracy of +/- 6 seconds.
 FL1139
 FL1139.The orthometric height was determined by differential leveling
 FL1139.and adjusted by the National Geodetic Survey in June 1991..
 FL1139
 FL1139.The geoid height was determined by GEOID03.
 FL1139
 FL1139.The dynamic height is computed by dividing the NAVD 88
 FL1139.geopotential number by the normal gravity value computed on the
 FL1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1139.degrees latitude (g = 980.6199 gals.).
 FL1139
 FL1139.The modeled gravity was interpolated from observed gravity values.
 FL1139
 FL1139;                    North         East    Units  Estimated Accuracy
 FL1139;SPC TX N     - 1,147,250.      171,940.      MT  (+/- 180 meters Scaled)
 FL1139
 FL1139                          SUPERSEDED SURVEY CONTROL
 FL1139
 FL1139  NGVD 29 (??/??/92) 1027.338  (m)         3370.52   (f) ADJ UNCH    2 0
 FL1139
 FL1139.Superseded values are not recommended for survey control.
 FL1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1139.See file dsdata.txt to determine how the superseded data were derived.
 FL1139
 FL1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE446129(NAD 83)
 FL1139_MARKER: DB = BENCH MARK DISK
 FL1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1139_STAMPING: D-228 1934
 FL1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1139+STABILITY: SURFACE MOTION
 FL1139
 FL1139  HISTORY     - Date     Condition        Report By
 FL1139  HISTORY     - 1934     MONUMENTED       CGS
 FL1139
 FL1139                          STATION DESCRIPTION
 FL1139
 FL1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1139'10.3 MI N FROM AMARILLO.
 FL1139'10.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1139'AMARILLO, POTTER COUNTY, 20 FEET SOUTHEAST OF MILEPOST 9, 45 FEET
 FL1139'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 5 FEET NORTHEAST OF THE
 FL1139'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 228 1934 AND SET IN
 FL1139'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1382 ***********************************************************************
 FL1382  DESIGNATION -  D 229
 FL1382  PID         -  FL1382
 FL1382  STATE/COUNTY-  TX/HUTCHINSON
 FL1382  USGS QUAD   -  CAMP CREEK (1974)
 FL1382
 FL1382                         *CURRENT SURVEY CONTROL
 FL1382  ___________________________________________________________________
 FL1382* NAD 83(1986)-  35 50 11.     (N)    101 33 09.     (W)     SCALED    
 FL1382* NAVD 88     -      1004.172  (meters)    3294.52   (feet)  ADJUSTED  
 FL1382  ___________________________________________________________________
 FL1382  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 FL1382  DYNAMIC HT  -        1003.035 (meters)    3290.79  (feet)  COMP
 FL1382  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 FL1382
 FL1382  VERT ORDER  -  SECOND    CLASS 0
 FL1382
 FL1382.The horizontal coordinates were scaled from a topographic map and have
 FL1382.an estimated accuracy of +/- 6 seconds.
 FL1382
 FL1382.The orthometric height was determined by differential leveling
 FL1382.and adjusted by the National Geodetic Survey in June 1991..
 FL1382
 FL1382.The geoid height was determined by GEOID03.
 FL1382
 FL1382.The dynamic height is computed by dividing the NAVD 88
 FL1382.geopotential number by the normal gravity value computed on the
 FL1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1382.degrees latitude (g = 980.6199 gals.).
 FL1382
 FL1382.The modeled gravity was interpolated from observed gravity values.
 FL1382
 FL1382;                    North         East    Units  Estimated Accuracy
 FL1382;SPC TX N     - 1,203,730.      195,260.      MT  (+/- 180 meters Scaled)
 FL1382
 FL1382                          SUPERSEDED SURVEY CONTROL
 FL1382
 FL1382  NGVD 29 (??/??/92) 1003.691  (m)         3292.94   (f) ADJ UNCH    2 0
 FL1382
 FL1382.Superseded values are not recommended for survey control.
 FL1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1382.See file dsdata.txt to determine how the superseded data were derived.
 FL1382
 FL1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE694688(NAD 83)
 FL1382_MARKER: DB = BENCH MARK DISK
 FL1382_SETTING: 0 = UNSPECIFIED SETTING
 FL1382_STAMPING: D 229 1934
 FL1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1382
 FL1382  HISTORY     - Date     Condition        Report By
 FL1382  HISTORY     - 1934     MONUMENTED       CGS
 FL1382  HISTORY     - 1974     GOOD             USGS
 FL1382
 FL1382                          STATION DESCRIPTION
 FL1382
 FL1382'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FL1382'11.25 MI W FROM STINNETT.
 FL1382'7.1 MI. NW ALONG THE DUMAS-STINNETT HIGHWAY 6.4 MI. W. ALONG TEXAS
 FL1382'HWY. 152 FROM THE COURTHOUSE IN STINNETT, HUTCHINSON COUNTY, AND 4.85
 FL1382'MI. W. ALONG TEXAS HWY. 152 AND JCT. WITH FARM ROAD 687, TO A BEND IN
 FL1382'HWY. AT A FENCE N., APPROX. 2000 FEET N. ALONG FENCE TO T-FE. S.,
 FL1382'THENCE 532 FEET E. (ALONG FE.) AND 2.5 FT. N. OF FENCE, A STANDARD
 FL1382'DISK, STAMPED D 229 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0878 ***********************************************************************
 FL0878  DESIGNATION -  D 230
 FL0878  PID         -  FL0878
 FL0878  STATE/COUNTY-  TX/CARSON
 FL0878  USGS QUAD   -  CLAUDE NE (1983)
 FL0878
 FL0878                         *CURRENT SURVEY CONTROL
 FL0878  ___________________________________________________________________
 FL0878* NAD 83(1986)-  35 12 26.     (N)    101 15 53.     (W)     SCALED    
 FL0878* NAVD 88     -      1031.501  (meters)    3384.18   (feet)  ADJUSTED  
 FL0878  ___________________________________________________________________
 FL0878  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL0878  DYNAMIC HT  -        1030.296 (meters)    3380.23  (feet)  COMP
 FL0878  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 FL0878
 FL0878  VERT ORDER  -  FIRST     CLASS II
 FL0878
 FL0878.The horizontal coordinates were scaled from a topographic map and have
 FL0878.an estimated accuracy of +/- 6 seconds.
 FL0878
 FL0878.The orthometric height was determined by differential leveling
 FL0878.and adjusted by the National Geodetic Survey in June 1991..
 FL0878
 FL0878.The geoid height was determined by GEOID03.
 FL0878
 FL0878.The dynamic height is computed by dividing the NAVD 88
 FL0878.geopotential number by the normal gravity value computed on the
 FL0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0878.degrees latitude (g = 980.6199 gals.).
 FL0878
 FL0878.The modeled gravity was interpolated from observed gravity values.
 FL0878
 FL0878;                    North         East    Units  Estimated Accuracy
 FL0878;SPC TX N     - 1,133,950.      221,420.      MT  (+/- 180 meters Scaled)
 FL0878
 FL0878                          SUPERSEDED SURVEY CONTROL
 FL0878
 FL0878  NGVD 29 (??/??/92) 1031.014  (m)         3382.59   (f) ADJ UNCH    1 2
 FL0878
 FL0878.Superseded values are not recommended for survey control.
 FL0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0878.See file dsdata.txt to determine how the superseded data were derived.
 FL0878
 FL0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD938983(NAD 83)
 FL0878_MARKER: DB = BENCH MARK DISK
 FL0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0878_SP_SET: CONCRETE POST
 FL0878_STAMPING: D 230 1934
 FL0878_MARK LOGO: CGS   
 FL0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0878+STABILITY: SURFACE MOTION
 FL0878
 FL0878  HISTORY     - Date     Condition        Report By
 FL0878  HISTORY     - 1934     MONUMENTED       CGS
 FL0878  HISTORY     - 1943     GOOD             NGS
 FL0878  HISTORY     - 1984     GOOD             NGS
 FL0878
 FL0878                          STATION DESCRIPTION
 FL0878
 FL0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0878'1.6 MI W FROM LARK.
 FL0878'1.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0878'FROM LARK, CARSON COUNTY, 52 YARDS WEST OF POLE 725/10, 45 FEET NORTH
 FL0878'OF THE CENTERLINE OF THE TRACK, 44 FEET SOUTH OF U.S. HIGHWAY 66, AND
 FL0878'6 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED D 230 1934 AND SET
 FL0878'IN THE TOP OF A CONCRETE POST.
 FL0878
 FL0878                          STATION RECOVERY (1984)
 FL0878
 FL0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0878'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0878'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0878'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 32.9 KM (20.45 MI)
 FL0878'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0742 ***********************************************************************
 DN0742  DESIGNATION -  D 231
 DN0742  PID         -  DN0742
 DN0742  STATE/COUNTY-  TX/WISE
 DN0742  USGS QUAD   -  SUNSET (1978)
 DN0742
 DN0742                         *CURRENT SURVEY CONTROL
 DN0742  ___________________________________________________________________
 DN0742* NAD 83(1986)-  33 25 56.     (N)    097 45 28.     (W)     SCALED    
 DN0742* NAVD 88     -       291.320  (meters)     955.77   (feet)  ADJUSTED  
 DN0742  ___________________________________________________________________
 DN0742  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DN0742  DYNAMIC HT  -         290.997 (meters)     954.71  (feet)  COMP
 DN0742  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 DN0742
 DN0742  VERT ORDER  -  FIRST     CLASS II
 DN0742
 DN0742.The horizontal coordinates were scaled from a topographic map and have
 DN0742.an estimated accuracy of +/- 6 seconds.
 DN0742
 DN0742.The orthometric height was determined by differential leveling
 DN0742.and adjusted by the National Geodetic Survey in June 1991..
 DN0742
 DN0742.The geoid height was determined by GEOID03.
 DN0742
 DN0742.The dynamic height is computed by dividing the NAVD 88
 DN0742.geopotential number by the normal gravity value computed on the
 DN0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0742.degrees latitude (g = 980.6199 gals.).
 DN0742
 DN0742.The modeled gravity was interpolated from observed gravity values.
 DN0742
 DN0742;                    North         East    Units  Estimated Accuracy
 DN0742;SPC TXNC     - 2,196,030.      669,020.      MT  (+/- 180 meters Scaled)
 DN0742
 DN0742                          SUPERSEDED SURVEY CONTROL
 DN0742
 DN0742  NGVD 29 (??/??/92)  291.230  (m)          955.48   (f) ADJ UNCH    1 2
 DN0742
 DN0742.Superseded values are not recommended for survey control.
 DN0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0742.See file dsdata.txt to determine how the superseded data were derived.
 DN0742
 DN0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB154998(NAD 83)
 DN0742_MARKER: DB = BENCH MARK DISK
 DN0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0742_STAMPING: D 231 1952
 DN0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0742+STABILITY: SURFACE MOTION
 DN0742
 DN0742  HISTORY     - Date     Condition        Report By
 DN0742  HISTORY     - 1952     MONUMENTED       CGS
 DN0742  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0742
 DN0742                          STATION DESCRIPTION
 DN0742
 DN0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0742'1.6 MI SE FROM SUNSET.
 DN0742'1.6 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0742'THE STATION AT SUNSET, 74.5 FEET SOUTHWEST OF MILEPOST 58, 63 FEET
 DN0742'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 45.3 FEET SOUTHWEST
 DN0742'OF THE SOUTHWEST RAIL, 2.5 FEET NORTHWEST OF A WITNESS POST, SET IN
 DN0742'THE TOP OF A CONCRETE POST.
 DN0742
 DN0742                          STATION RECOVERY (1984)
 DN0742
 DN0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0819 ***********************************************************************
 DN0819  DESIGNATION -  D 232
 DN0819  PID         -  DN0819
 DN0819  STATE/COUNTY-  TX/MONTAGUE
 DN0819  USGS QUAD   -  STONEBURG (1976)
 DN0819
 DN0819                         *CURRENT SURVEY CONTROL
 DN0819  ___________________________________________________________________
 DN0819* NAD 83(1986)-  33 41 26.     (N)    097 54 42.     (W)     SCALED    
 DN0819* NAVD 88     -       273.808  (meters)     898.32   (feet)  ADJUSTED  
 DN0819  ___________________________________________________________________
 DN0819  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0819  DYNAMIC HT  -         273.508 (meters)     897.33  (feet)  COMP
 DN0819  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 DN0819
 DN0819  VERT ORDER  -  FIRST     CLASS II
 DN0819
 DN0819.The horizontal coordinates were scaled from a topographic map and have
 DN0819.an estimated accuracy of +/- 6 seconds.
 DN0819
 DN0819.The orthometric height was determined by differential leveling
 DN0819.and adjusted by the National Geodetic Survey in June 1991..
 DN0819
 DN0819.The geoid height was determined by GEOID03.
 DN0819
 DN0819.The dynamic height is computed by dividing the NAVD 88
 DN0819.geopotential number by the normal gravity value computed on the
 DN0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0819.degrees latitude (g = 980.6199 gals.).
 DN0819
 DN0819.The modeled gravity was interpolated from observed gravity values.
 DN0819
 DN0819;                    North         East    Units  Estimated Accuracy
 DN0819;SPC TXNC     - 2,224,590.      654,550.      MT  (+/- 180 meters Scaled)
 DN0819
 DN0819                          SUPERSEDED SURVEY CONTROL
 DN0819
 DN0819  NGVD 29 (??/??/92)  273.685  (m)          897.91   (f) ADJ UNCH    1 2
 DN0819
 DN0819.Superseded values are not recommended for survey control.
 DN0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0819.See file dsdata.txt to determine how the superseded data were derived.
 DN0819
 DN0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC008283(NAD 83)
 DN0819_MARKER: DB = BENCH MARK DISK
 DN0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0819_SP_SET: CONCRETE POST
 DN0819_STAMPING: D 232 1952
 DN0819_MARK LOGO: CGS   
 DN0819_PROJECTION: PROJECTING 6 CENTIMETERS
 DN0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0819+STABILITY: SURFACE MOTION
 DN0819
 DN0819  HISTORY     - Date     Condition        Report By
 DN0819  HISTORY     - 1952     MONUMENTED       CGS
 DN0819  HISTORY     - 1984     GOOD             NGS
 DN0819  HISTORY     - 1986     GOOD             NGS
 DN0819
 DN0819                          STATION DESCRIPTION
 DN0819
 DN0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0819'9.8 MI N FROM BOWIE.
 DN0819'9.8 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0819'FROM THE STATION AT BOWIE, AT MILEPOST 534, 1 POLE SOUTH OF A ROAD
 DN0819'CROSSING, 42 FEET WEST OF THE WEST RAIL, 30 FEET SOUTH OF MILEPOST
 DN0819'534, 4 FEET SOUTHEAST OF A FENCE CORNER, 3.6 FEET EAST OF A FENCE, 3
 DN0819'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0819'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0819
 DN0819                          STATION RECOVERY (1984)
 DN0819
 DN0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0819'RECOVERED IN GOOD CONDITION.
 DN0819
 DN0819                          STATION RECOVERY (1986)
 DN0819
 DN0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0819'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  15.3 KM (9.5
 DN0819'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0819'HIGHWAY 287 IN BOWIE, 74.0 M (242.8 FT) SOUTH OF THE CENTER OF A TRACK
 DN0819'ROAD, 60.0 M (196.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 12.8 M
 DN0819'(42.0 FT) WEST OF THE NEAR RAIL OF THE OKLAHOMA KANSAS TEXAS RAILROAD,
 DN0819'AND 1.2 M (3.9 FT) SOUTHEAST OF A FENCE CORNER.
 DN0819'THE MARK IS 1.2 METERS  E FROM  A WITNESS POST AND FENCE
 DN0819'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0493 ***********************************************************************
 DN0493  DESIGNATION -  D 233
 DN0493  PID         -  DN0493
 DN0493  STATE/COUNTY-  TX/GRAYSON
 DN0493  USGS QUAD   -  DORCHESTER (1974)
 DN0493
 DN0493                         *CURRENT SURVEY CONTROL
 DN0493  ___________________________________________________________________
 DN0493* NAD 83(1986)-  33 32 46.     (N)    096 40 46.     (W)     SCALED    
 DN0493* NAVD 88     -       251.869  (meters)     826.34   (feet)  ADJUSTED  
 DN0493  ___________________________________________________________________
 DN0493  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DN0493  DYNAMIC HT  -         251.601 (meters)     825.46  (feet)  COMP
 DN0493  MODELED GRAV-     979,565.0   (mgal)                       NAVD 88
 DN0493
 DN0493  VERT ORDER  -  SECOND    CLASS 0
 DN0493
 DN0493.The horizontal coordinates were scaled from a topographic map and have
 DN0493.an estimated accuracy of +/- 6 seconds.
 DN0493
 DN0493.The orthometric height was determined by differential leveling
 DN0493.and adjusted by the National Geodetic Survey in June 1991..
 DN0493
 DN0493.The geoid height was determined by GEOID03.
 DN0493
 DN0493.The dynamic height is computed by dividing the NAVD 88
 DN0493.geopotential number by the normal gravity value computed on the
 DN0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0493.degrees latitude (g = 980.6199 gals.).
 DN0493
 DN0493.The modeled gravity was interpolated from observed gravity values.
 DN0493
 DN0493;                    North         East    Units  Estimated Accuracy
 DN0493;SPC TXNC     - 2,209,880.      769,060.      MT  (+/- 180 meters Scaled)
 DN0493
 DN0493                          SUPERSEDED SURVEY CONTROL
 DN0493
 DN0493  NGVD 29 (??/??/92)  251.850  (m)          826.28   (f) ADJ UNCH    2 0
 DN0493
 DN0493.Superseded values are not recommended for survey control.
 DN0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0493.See file dsdata.txt to determine how the superseded data were derived.
 DN0493
 DN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC154142(NAD 83)
 DN0493_MARKER: DB = BENCH MARK DISK
 DN0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0493_STAMPING: D 233 1952
 DN0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0493+STABILITY: SURFACE MOTION
 DN0493
 DN0493  HISTORY     - Date     Condition        Report By
 DN0493  HISTORY     - 1952     MONUMENTED       CGS
 DN0493  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0493
 DN0493                          STATION DESCRIPTION
 DN0493
 DN0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0493'1.2 MI NE FROM DORCHESTER.
 DN0493'1.2 MILES NORTHEAST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0493'RAILROAD FROM THE STATION SIGN AT DORCHESTER, 3 POLES SOUTHWEST OF
 DN0493'MILEPOST 656-10, 57 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD
 DN0493'CROSSING, 39 FEET WEST OF THE WEST RAIL, 42 FEET EAST OF THE CENTER
 DN0493'LINE OF A GRAVELED ROAD, 9 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH
 DN0493'OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 DN0493'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 DN0493
 DN0493                          STATION RECOVERY (1995)
 DN0493
 DN0493'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0415 ***********************************************************************
 FM0415  DESIGNATION -  D 234
 FM0415  PID         -  FM0415
 FM0415  STATE/COUNTY-  TX/HARTLEY
 FM0415  USGS QUAD   -  ROMERO (1971)
 FM0415
 FM0415                         *CURRENT SURVEY CONTROL
 FM0415  ___________________________________________________________________
 FM0415* NAD 83(1986)-  35 42 04.     (N)    102 58 19.     (W)     SCALED    
 FM0415* NAVD 88     -      1274.815  (meters)    4182.46   (feet)  ADJUSTED  
 FM0415  ___________________________________________________________________
 FM0415  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FM0415  DYNAMIC HT  -        1273.308 (meters)    4177.51  (feet)  COMP
 FM0415  MODELED GRAV-     979,406.1   (mgal)                       NAVD 88
 FM0415
 FM0415  VERT ORDER  -  FIRST     CLASS II
 FM0415
 FM0415.The horizontal coordinates were scaled from a topographic map and have
 FM0415.an estimated accuracy of +/- 6 seconds.
 FM0415
 FM0415.The orthometric height was determined by differential leveling
 FM0415.and adjusted by the National Geodetic Survey in June 1991..
 FM0415
 FM0415.The geoid height was determined by GEOID03.
 FM0415
 FM0415.The dynamic height is computed by dividing the NAVD 88
 FM0415.geopotential number by the normal gravity value computed on the
 FM0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0415.degrees latitude (g = 980.6199 gals.).
 FM0415
 FM0415.The modeled gravity was interpolated from observed gravity values.
 FM0415
 FM0415;                    North         East    Units  Estimated Accuracy
 FM0415;SPC TX N     - 1,189,710.       66,800.      MT  (+/- 180 meters Scaled)
 FM0415
 FM0415                          SUPERSEDED SURVEY CONTROL
 FM0415
 FM0415  NGVD 29 (??/??/92) 1274.235  (m)         4180.55   (f) ADJ UNCH    1 2
 FM0415
 FM0415.Superseded values are not recommended for survey control.
 FM0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0415.See file dsdata.txt to determine how the superseded data were derived.
 FM0415
 FM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV834526(NAD 83)
 FM0415_MARKER: DB = BENCH MARK DISK
 FM0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0415_STAMPING: D-234 1933
 FM0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0415+STABILITY: SURFACE MOTION
 FM0415
 FM0415  HISTORY     - Date     Condition        Report By
 FM0415  HISTORY     - 1933     MONUMENTED       CGS
 FM0415  HISTORY     - 1943     GOOD             NGS
 FM0415
 FM0415                          STATION DESCRIPTION
 FM0415
 FM0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0415'3.0 MI SW FROM ROMERO.
 FM0415'3.0 MILES SOUTH WEST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. 10
 FM0415'POLES SOUTH WEST OF MILE POLE NO. 581.  SET IN POST.  155 FEET SOUTH
 FM0415'EAST OF THE CENTER LINE OF THE TRACKS AND 2 FEET NORTH WEST OF THE
 FM0415'RIGHT-OF-WAY FENCE.  NOTE-- RIGHT OF WAY FENCE GONE THE MARK IS 51
 FM0415'FEET N W OF CENTERLINE OF US HIGHWAY NO. 54 (UNPAVED).
 FM0415
 FM0415                          STATION RECOVERY (1943)
 FM0415
 FM0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0025 ***********************************************************************
 FM0025  DESIGNATION -  D 236
 FM0025  PID         -  FM0025
 FM0025  STATE/COUNTY-  TX/OLDHAM
 FM0025  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0025
 FM0025                         *CURRENT SURVEY CONTROL
 FM0025  ___________________________________________________________________
 FM0025* NAD 83(1986)-  35 36 02.     (N)    102 21 18.     (W)     SCALED    
 FM0025* NAVD 88     -      1066.038  (meters)    3497.49   (feet)  POSTED    
 FM0025  ___________________________________________________________________
 FM0025  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 FM0025  DYNAMIC HT  -        1064.790 (meters)    3493.40  (feet)  COMP
 FM0025  MODELED GRAV-     979,429.5   (mgal)                       NAVD 88
 FM0025
 FM0025  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FM0025
 FM0025.The horizontal coordinates were scaled from a topographic map and have
 FM0025.an estimated accuracy of +/- 6 seconds.
 FM0025
 FM0025.The orthometric height was determined by differential leveling
 FM0025.and adjusted by the National Geodetic Survey in 1992..
 FM0025.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FM0025.rate of 0.0 thru 1.0 mm/km.
 FM0025
 FM0025.The geoid height was determined by GEOID03.
 FM0025
 FM0025.The dynamic height is computed by dividing the NAVD 88
 FM0025.geopotential number by the normal gravity value computed on the
 FM0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0025.degrees latitude (g = 980.6199 gals.).
 FM0025
 FM0025.The modeled gravity was interpolated from observed gravity values.
 FM0025
 FM0025;                    North         East    Units  Estimated Accuracy
 FM0025;SPC TX N     - 1,177,900.      122,530.      MT  (+/- 180 meters Scaled)
 FM0025
 FM0025                          SUPERSEDED SURVEY CONTROL
 FM0025
 FM0025  NGVD 29 (??/??/92) 1065.522  (m)         3495.80   (f) ADJ UNCH    1 2
 FM0025
 FM0025.Superseded values are not recommended for survey control.
 FM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0025.See file dsdata.txt to determine how the superseded data were derived.
 FM0025
 FM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV396428(NAD 83)
 FM0025_MARKER: DB = BENCH MARK DISK
 FM0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0025_SP_SET: CULVERT
 FM0025_STAMPING: D-236 1933
 FM0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0025
 FM0025  HISTORY     - Date     Condition        Report By
 FM0025  HISTORY     - 1933     MONUMENTED       CGS
 FM0025  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0025  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0025
 FM0025                          STATION DESCRIPTION
 FM0025
 FM0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0025'6.5 MI SE FROM CHANNING.
 FM0025'6.5 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0025'CITY RAILROAD.  AT CONCRETE CULVERT NO. 382-09.  2 1/2 POLES NORTH OF
 FM0025'MILE POLE NO. 382.  SET IN SOUTH END OF WEST HEAD WALL.
 FM0025
 FM0025                          STATION RECOVERY (1971)
 FM0025
 FM0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0025'MARK NOT FOUND.
 FM0025
 FM0025                          STATION RECOVERY (1985)
 FM0025
 FM0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0025'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1083 ***********************************************************************
 FL1083  DESIGNATION -  D 237
 FL1083  PID         -  FL1083
 FL1083  STATE/COUNTY-  TX/POTTER
 FL1083  USGS QUAD   -  AMARILLO WEST (1973)
 FL1083
 FL1083                         *CURRENT SURVEY CONTROL
 FL1083  ___________________________________________________________________
 FL1083* NAD 83(1986)-  35 14 36.     (N)    101 53 53.     (W)     SCALED    
 FL1083* NAVD 88     -      1067.129  (meters)    3501.07   (feet)  ADJUSTED  
 FL1083  ___________________________________________________________________
 FL1083  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL1083  DYNAMIC HT  -        1065.867 (meters)    3496.93  (feet)  COMP
 FL1083  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 FL1083
 FL1083  VERT ORDER  -  FIRST     CLASS II
 FL1083
 FL1083.The horizontal coordinates were scaled from a topographic map and have
 FL1083.an estimated accuracy of +/- 6 seconds.
 FL1083
 FL1083.The orthometric height was determined by differential leveling
 FL1083.and adjusted by the National Geodetic Survey in June 1991..
 FL1083
 FL1083.The geoid height was determined by GEOID03.
 FL1083
 FL1083.The dynamic height is computed by dividing the NAVD 88
 FL1083.geopotential number by the normal gravity value computed on the
 FL1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1083.degrees latitude (g = 980.6199 gals.).
 FL1083
 FL1083.The modeled gravity was interpolated from observed gravity values.
 FL1083
 FL1083;                    North         East    Units  Estimated Accuracy
 FL1083;SPC TX N     - 1,138,000.      163,770.      MT  (+/- 180 meters Scaled)
 FL1083
 FL1083                          SUPERSEDED SURVEY CONTROL
 FL1083
 FL1083  NGVD 29 (??/??/92) 1066.634  (m)         3499.45   (f) ADJ UNCH    1 2
 FL1083
 FL1083.Superseded values are not recommended for survey control.
 FL1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1083.See file dsdata.txt to determine how the superseded data were derived.
 FL1083
 FL1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE362038(NAD 83)
 FL1083_MARKER: DB = BENCH MARK DISK
 FL1083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1083_SP_SET: ABUTMENT
 FL1083_STAMPING: D-237 1933
 FL1083_MARK LOGO: CGS   
 FL1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1083
 FL1083  HISTORY     - Date     Condition        Report By
 FL1083  HISTORY     - 1933     MONUMENTED       CGS
 FL1083  HISTORY     - 1985     GOOD             NGS
 FL1083
 FL1083                          STATION DESCRIPTION
 FL1083
 FL1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FL1083'5.9 MI NW FROM AMARILLO.
 FL1083'5.6 MILES NORTHWEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FL1083'CITY RAILROAD.  AT BRIDGE NO. 340-25, 9 POLES WEST OF MILE POST NO.
 FL1083'340.  SET IN CONCRETE ABUTMENT, NORTH SIDE OF WEST END OF BRIDGE.
 FL1083
 FL1083                          STATION RECOVERY (1985)
 FL1083
 FL1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1083'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.2 KM (2.6 MI)
 FL1083'EASTERLY ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION WITH RANCH ROAD 1061
 FL1083'IN AMARILLO, THENCE 4.3 KM (2.65 MI) NORTHWESTERLY ALONG THE
 FL1083'BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0040 ***********************************************************************
 GL0040  DESIGNATION -  D 238
 GL0040  PID         -  GL0040
 GL0040  STATE/COUNTY-  TX/SHERMAN
 GL0040  USGS QUAD   -  STRATFORD (1964)
 GL0040
 GL0040                         *CURRENT SURVEY CONTROL
 GL0040  ___________________________________________________________________
 GL0040* NAD 83(1986)-  36 19 44.     (N)    102 04 47.     (W)     SCALED    
 GL0040* NAVD 88     -      1122.141  (meters)    3681.56   (feet)  ADJUSTED  
 GL0040  ___________________________________________________________________
 GL0040  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 GL0040  DYNAMIC HT  -        1120.901 (meters)    3677.49  (feet)  COMP
 GL0040  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 GL0040
 GL0040  VERT ORDER  -  FIRST     CLASS II
 GL0040
 GL0040.The horizontal coordinates were scaled from a topographic map and have
 GL0040.an estimated accuracy of +/- 6 seconds.
 GL0040
 GL0040.The orthometric height was determined by differential leveling
 GL0040.and adjusted by the National Geodetic Survey in June 1991..
 GL0040
 GL0040.The geoid height was determined by GEOID03.
 GL0040
 GL0040.The dynamic height is computed by dividing the NAVD 88
 GL0040.geopotential number by the normal gravity value computed on the
 GL0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0040.degrees latitude (g = 980.6199 gals.).
 GL0040
 GL0040.The modeled gravity was interpolated from observed gravity values.
 GL0040
 GL0040;                    North         East    Units  Estimated Accuracy
 GL0040;SPC TX N     - 1,258,530.      147,950.      MT  (+/- 180 meters Scaled)
 GL0040
 GL0040                          SUPERSEDED SURVEY CONTROL
 GL0040
 GL0040.No superseded survey control is available for this station.
 GL0040
 GL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA621243(NAD 83)
 GL0040_MARKER: DB = BENCH MARK DISK
 GL0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0040_STAMPING: D-238, 1933
 GL0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0040+STABILITY: SURFACE MOTION
 GL0040
 GL0040  HISTORY     - Date     Condition        Report By
 GL0040  HISTORY     - 1933     MONUMENTED       CGS
 GL0040
 GL0040                          STATION DESCRIPTION
 GL0040
 GL0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0040'0.8 MI SW FROM STRATFORD.
 GL0040'0.8 MILES SOUTH WEST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GL0040'RAILROAD.  ONE POLE NORTH EAST OF MILE POLE NO. 515.  SET IN POST, 75
 GL0040'FEET SOUTH EAST OF THE CENTERLINE OF THE TRACKS AND 26 FEET NORTH WEST
 GL0040'OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0805 ***********************************************************************
 BZ0805  DESIGNATION -  D 239
 BZ0805  PID         -  BZ0805
 BZ0805  STATE/COUNTY-  TX/BELL
 BZ0805  USGS QUAD   -  TEMPLE (1993)
 BZ0805
 BZ0805                         *CURRENT SURVEY CONTROL
 BZ0805  ___________________________________________________________________
 BZ0805* NAD 83(1986)-  31 06 17.     (N)    097 21 49.     (W)     SCALED    
 BZ0805* NAVD 88     -       202.041  (meters)     662.86   (feet)  ADJUSTED  
 BZ0805  ___________________________________________________________________
 BZ0805  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BZ0805  DYNAMIC HT  -         201.774 (meters)     661.99  (feet)  COMP
 BZ0805  MODELED GRAV-     979,318.1   (mgal)                       NAVD 88
 BZ0805
 BZ0805  VERT ORDER  -  FIRST     CLASS II
 BZ0805
 BZ0805.The horizontal coordinates were scaled from a topographic map and have
 BZ0805.an estimated accuracy of +/- 6 seconds.
 BZ0805
 BZ0805.The orthometric height was determined by differential leveling
 BZ0805.and adjusted by the National Geodetic Survey in June 1991..
 BZ0805
 BZ0805.The geoid height was determined by GEOID03.
 BZ0805
 BZ0805.The dynamic height is computed by dividing the NAVD 88
 BZ0805.geopotential number by the normal gravity value computed on the
 BZ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0805.degrees latitude (g = 980.6199 gals.).
 BZ0805
 BZ0805.The modeled gravity was interpolated from observed gravity values.
 BZ0805
 BZ0805;                    North         East    Units  Estimated Accuracy
 BZ0805;SPC TX C     - 3,163,200.      983,240.      MT  (+/- 180 meters Scaled)
 BZ0805
 BZ0805                          SUPERSEDED SURVEY CONTROL
 BZ0805
 BZ0805  NGVD 29 (??/??/92)  201.971  (m)          662.63   (f) ADJ UNCH    1 2
 BZ0805
 BZ0805.Superseded values are not recommended for survey control.
 BZ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0805.See file dsdata.txt to determine how the superseded data were derived.
 BZ0805
 BZ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV560423(NAD 83)
 BZ0805_MARKER: DB = BENCH MARK DISK
 BZ0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0805_SP_SET: BRIDGE
 BZ0805_STAMPING: D 239 1953
 BZ0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0805
 BZ0805  HISTORY     - Date     Condition        Report By
 BZ0805  HISTORY     - 1953     MONUMENTED       CGS
 BZ0805  HISTORY     - 1954     GOOD             NGS
 BZ0805  HISTORY     - 1983     GOOD             NGS
 BZ0805  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0805  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0805
 BZ0805                          STATION DESCRIPTION
 BZ0805
 BZ0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BZ0805'1.5 MI W FROM TEMPLE.
 BZ0805'1.5 MILES WEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT TEMPLE,
 BZ0805'BELL COUNTY, 18.2 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT
 BZ0805'A CONCRETE BRIDGE, AND IN THE TOP OF THE SOUTHEAST END OF THE
 BZ0805'NORTHEAST GUARDRAIL.
 BZ0805
 BZ0805                          STATION RECOVERY (1983)
 BZ0805
 BZ0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0805'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 BZ0805
 BZ0805                          STATION RECOVERY (2001)
 BZ0805
 BZ0805'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ0805'MARK NOT FOUND.
 BZ0805
 BZ0805                          STATION RECOVERY (2003)
 BZ0805
 BZ0805'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0835 ***********************************************************************
 BZ0835  DESIGNATION -  D 240
 BZ0835  PID         -  BZ0835
 BZ0835  STATE/COUNTY-  TX/BELL
 BZ0835  USGS QUAD   -  BELTON (1993)
 BZ0835
 BZ0835                         *CURRENT SURVEY CONTROL
 BZ0835  ___________________________________________________________________
 BZ0835* NAD 83(1986)-  31 05 55.     (N)    097 28 23.     (W)     SCALED    
 BZ0835* NAVD 88     -       185.211  (meters)     607.65   (feet)  ADJUSTED  
 BZ0835  ___________________________________________________________________
 BZ0835  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BZ0835  DYNAMIC HT  -         184.966 (meters)     606.84  (feet)  COMP
 BZ0835  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 BZ0835
 BZ0835  VERT ORDER  -  FIRST     CLASS II
 BZ0835
 BZ0835.The horizontal coordinates were scaled from a topographic map and have
 BZ0835.an estimated accuracy of +/- 6 seconds.
 BZ0835
 BZ0835.The orthometric height was determined by differential leveling
 BZ0835.and adjusted by the National Geodetic Survey in June 1991..
 BZ0835
 BZ0835.The geoid height was determined by GEOID03.
 BZ0835
 BZ0835.The dynamic height is computed by dividing the NAVD 88
 BZ0835.geopotential number by the normal gravity value computed on the
 BZ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0835.degrees latitude (g = 980.6199 gals.).
 BZ0835
 BZ0835.The modeled gravity was interpolated from observed gravity values.
 BZ0835
 BZ0835;                    North         East    Units  Estimated Accuracy
 BZ0835;SPC TX C     - 3,162,250.      972,830.      MT  (+/- 180 meters Scaled)
 BZ0835
 BZ0835                          SUPERSEDED SURVEY CONTROL
 BZ0835
 BZ0835  NGVD 29 (??/??/92)  185.146  (m)          607.43   (f) ADJ UNCH    1 2
 BZ0835
 BZ0835.Superseded values are not recommended for survey control.
 BZ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0835.See file dsdata.txt to determine how the superseded data were derived.
 BZ0835
 BZ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV456415(NAD 83)
 BZ0835_MARKER: DB = BENCH MARK DISK
 BZ0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0835_STAMPING: D 240 1953
 BZ0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0835+STABILITY: SURFACE MOTION
 BZ0835
 BZ0835  HISTORY     - Date     Condition        Report By
 BZ0835  HISTORY     - 1953     MONUMENTED       CGS
 BZ0835  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0835
 BZ0835                          STATION DESCRIPTION
 BZ0835
 BZ0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0835'02.6 MI NW FROM BELTON.
 BZ0835'1.6 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0835'THE STATION AT BELTON, BELL COUNTY, THENCE 1.0 MILE NORTH ALONG AN
 BZ0835'OILED ROAD.  54 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 2 FEET
 BZ0835'SOUTHWEST OF A FENCE, AND 2.4 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 BZ0835'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 BZ0835'GROUND.
 BZ0835
 BZ0835                          STATION RECOVERY (2003)
 BZ0835
 BZ0835'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0441 ***********************************************************************
 EM0441  DESIGNATION -  D 243
 EM0441  PID         -  EM0441
 EM0441  STATE/COUNTY-  TX/HARDEMAN
 EM0441  USGS QUAD   -  QUANAH EAST (1984)
 EM0441
 EM0441                         *CURRENT SURVEY CONTROL
 EM0441  ___________________________________________________________________
 EM0441* NAD 83(1986)-  34 18 30.     (N)    099 43 53.     (W)     SCALED    
 EM0441* NAVD 88     -       473.179  (meters)    1552.42   (feet)  ADJUSTED  
 EM0441  ___________________________________________________________________
 EM0441  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EM0441  DYNAMIC HT  -         472.646 (meters)    1550.67  (feet)  COMP
 EM0441  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 EM0441
 EM0441  VERT ORDER  -  SECOND    CLASS 0
 EM0441
 EM0441.The horizontal coordinates were scaled from a topographic map and have
 EM0441.an estimated accuracy of +/- 6 seconds.
 EM0441
 EM0441.The orthometric height was determined by differential leveling
 EM0441.and adjusted by the National Geodetic Survey in June 1991..
 EM0441
 EM0441.The geoid height was determined by GEOID03.
 EM0441
 EM0441.The dynamic height is computed by dividing the NAVD 88
 EM0441.geopotential number by the normal gravity value computed on the
 EM0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0441.degrees latitude (g = 980.6199 gals.).
 EM0441
 EM0441.The modeled gravity was interpolated from observed gravity values.
 EM0441
 EM0441;                    North         East    Units  Estimated Accuracy
 EM0441;SPC TXNC     - 2,293,630.      486,640.      MT  (+/- 180 meters Scaled)
 EM0441
 EM0441                          SUPERSEDED SURVEY CONTROL
 EM0441
 EM0441  NGVD 29 (??/??/92)  472.998  (m)         1551.83   (f) ADJ UNCH    2 0
 EM0441
 EM0441.Superseded values are not recommended for survey control.
 EM0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0441.See file dsdata.txt to determine how the superseded data were derived.
 EM0441
 EM0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC327965(NAD 83)
 EM0441_MARKER: DB = BENCH MARK DISK
 EM0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0441_STAMPING: D 243 1934
 EM0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0441+STABILITY: SURFACE MOTION
 EM0441
 EM0441  HISTORY     - Date     Condition        Report By
 EM0441  HISTORY     - 1934     MONUMENTED       CGS
 EM0441  HISTORY     - 1958     GOOD             NGS
 EM0441
 EM0441                          STATION DESCRIPTION
 EM0441
 EM0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EM0441'0.9 MI N FROM QUANAH.
 EM0441'0.9 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0441'STATION AT QUANAH, HARDEMAN COUNTY, 0.3 MILE SOUTHWEST OF MILEPOST
 EM0441'723, 198 FEET NORTHEAST OF THE JUNCTION OF THE QUANAH, ACME AND
 EM0441'PACIFIC RAILWAY, AT A ROAD CROSSING, 48 FEET NORTHWEST OF THE
 EM0441'NORTHWEST RAIL OF THE ST. LOUIS-SAN FRANCISCO RAILWAY TRACK, 27 FEET
 EM0441'SOUTH OF THE CENTER LINE OF THE ROAD, AND NEAR THE NORTHWEST CORNER OF
 EM0441'A CEMETERY. A STANDARD DISK, STAMPED D 243 1934 AND SET IN THE TOP OF
 EM0441'A CONCRETE POST. NOTE-- THE MARK WAS RECOVERED SOUTHEAST OF THE
 EM0441'CENTERLINE OF THE RAILROAD, AND 2 FEET EAST OF THE NORTHWEST CORNER OF
 EM0441'A CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0353 ***********************************************************************
 EM0353  DESIGNATION -  D 244
 EM0353  PID         -  EM0353
 EM0353  STATE/COUNTY-  TX/WILBARGER
 EM0353  USGS QUAD   -  OKLAUNION (1985)
 EM0353
 EM0353                         *CURRENT SURVEY CONTROL
 EM0353  ___________________________________________________________________
 EM0353* NAD 83(1986)-  34 10 15.     (N)    099 09 55.     (W)     SCALED    
 EM0353* NAVD 88     -       360.188  (meters)    1181.72   (feet)  ADJUSTED  
 EM0353  ___________________________________________________________________
 EM0353  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 EM0353  DYNAMIC HT  -         359.785 (meters)    1180.39  (feet)  COMP
 EM0353  MODELED GRAV-     979,508.9   (mgal)                       NAVD 88
 EM0353
 EM0353  VERT ORDER  -  SECOND    CLASS 0
 EM0353
 EM0353.The horizontal coordinates were scaled from a topographic map and have
 EM0353.an estimated accuracy of +/- 6 seconds.
 EM0353
 EM0353.The orthometric height was determined by differential leveling
 EM0353.and adjusted by the National Geodetic Survey in June 1991..
 EM0353
 EM0353.The geoid height was determined by GEOID03.
 EM0353
 EM0353.The dynamic height is computed by dividing the NAVD 88
 EM0353.geopotential number by the normal gravity value computed on the
 EM0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0353.degrees latitude (g = 980.6199 gals.).
 EM0353
 EM0353.The modeled gravity was interpolated from observed gravity values.
 EM0353
 EM0353;                    North         East    Units  Estimated Accuracy
 EM0353;SPC TXNC     - 2,277,900.      538,660.      MT  (+/- 180 meters Scaled)
 EM0353
 EM0353                          SUPERSEDED SURVEY CONTROL
 EM0353
 EM0353  NGVD 29 (??/??/92)  360.06   (m)         1181.3    (f) COMPUTED    2 0
 EM0353
 EM0353.Superseded values are not recommended for survey control.
 EM0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0353.See file dsdata.txt to determine how the superseded data were derived.
 EM0353
 EM0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC847811(NAD 83)
 EM0353_MARKER: DB = BENCH MARK DISK
 EM0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0353_STAMPING: D-244 1934
 EM0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0353+STABILITY: SURFACE MOTION
 EM0353
 EM0353  HISTORY     - Date     Condition        Report By
 EM0353  HISTORY     - 1934     MONUMENTED       CGS
 EM0353  HISTORY     - 1957     MARK NOT FOUND   NGS
 EM0353
 EM0353                          STATION DESCRIPTION
 EM0353
 EM0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EM0353'7.5 MI N FROM VERNON.
 EM0353'7.5 MILES  NORTH OF VERNON ST. L AND S. F. RR DEPOT 7.5 MILES SOUTH OF
 EM0353'DAVIDSON ON FRISCO RAILROAD CROSSING 10 FEET NORTH OF TRACK.  30 FEET
 EM0353'FROM CENTERLINE OF ROAD.  500 FEET EAST OF MILE POST 782 IN CENTRAL
 EM0353'PART OF LARGE COTTON FIELD.  ST. LOUIS AND SAN FRANCISCO RAILROAD.
 EM0353
 EM0353                          STATION RECOVERY (1957)
 EM0353
 EM0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 EM0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0888 ***********************************************************************
 DN0888  DESIGNATION -  D 245
 DN0888  PID         -  DN0888
 DN0888  STATE/COUNTY-  TX/MONTAGUE
 DN0888  USGS QUAD   -  BONITA (1968)
 DN0888
 DN0888                         *CURRENT SURVEY CONTROL
 DN0888  ___________________________________________________________________
 DN0888* NAD 83(1986)-  33 45 52.     (N)    097 37 25.     (W)     SCALED    
 DN0888* NAVD 88     -       275.473  (meters)     903.78   (feet)  ADJUSTED  
 DN0888  ___________________________________________________________________
 DN0888  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DN0888  DYNAMIC HT  -         275.175 (meters)     902.80  (feet)  COMP
 DN0888  MODELED GRAV-     979,550.2   (mgal)                       NAVD 88
 DN0888
 DN0888  VERT ORDER  -  SECOND    CLASS 0
 DN0888
 DN0888.The horizontal coordinates were scaled from a topographic map and have
 DN0888.an estimated accuracy of +/- 6 seconds.
 DN0888
 DN0888.The orthometric height was determined by differential leveling
 DN0888.and adjusted by the National Geodetic Survey in June 1991..
 DN0888
 DN0888.The geoid height was determined by GEOID03.
 DN0888
 DN0888.The dynamic height is computed by dividing the NAVD 88
 DN0888.geopotential number by the normal gravity value computed on the
 DN0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0888.degrees latitude (g = 980.6199 gals.).
 DN0888
 DN0888.The modeled gravity was interpolated from observed gravity values.
 DN0888
 DN0888;                    North         East    Units  Estimated Accuracy
 DN0888;SPC TXNC     - 2,232,970.      681,180.      MT  (+/- 180 meters Scaled)
 DN0888
 DN0888                          SUPERSEDED SURVEY CONTROL
 DN0888
 DN0888  NGVD 29 (??/??/92)  275.390  (m)          903.51   (f) ADJ UNCH    2 0
 DN0888
 DN0888.Superseded values are not recommended for survey control.
 DN0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0888.See file dsdata.txt to determine how the superseded data were derived.
 DN0888
 DN0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC274368(NAD 83)
 DN0888_MARKER: DB = BENCH MARK DISK
 DN0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0888_STAMPING: D 245 1934
 DN0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0888+STABILITY: SURFACE MOTION
 DN0888
 DN0888  HISTORY     - Date     Condition        Report By
 DN0888  HISTORY     - 1934     MONUMENTED       CGS
 DN0888  HISTORY     - 1950     MARK NOT FOUND   NGS
 DN0888  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN0888
 DN0888                          STATION DESCRIPTION
 DN0888
 DN0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0888'1.6 MI NW FROM BONITA.
 DN0888'1.6 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0888'FROM THE STATION AT BONITA, MONTAGUE COUNTY, 0.3 MILE WEST OF MILEPOST
 DN0888'735, 1075 FEET EAST OF BRIDGE 735.5, NEAR A ROAD CROSSING, 50 FEET
 DN0888'NORTH OF THE TRACK, 12 FEET WEST OF A TRAIL ROAD AND 4 FEET WEST OF A
 DN0888'GATE POST.  A STANDARD DISK, STAMPED D 245 1934 AND SET IN THE TOP OF
 DN0888'A CONCRETE POST ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.
 DN0888'NOTE-- LOCAL FEATURES HAVE BEEN CHANGED BY FLOOD WATER.  A LOW LEVEE
 DN0888'HAS BEEN BUILT ALONG THE FENCE LINE AND IT IS BELIEVED THE MARK HAS
 DN0888'BEEN COVERED OVER OR DESTROYED.
 DN0888
 DN0888                          STATION RECOVERY (1995)
 DN0888
 DN0888'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0479 ***********************************************************************
 DN0479  DESIGNATION -  D 246
 DN0479  PID         -  DN0479
 DN0479  STATE/COUNTY-  TX/GRAYSON
 DN0479  USGS QUAD   -  SADLER (1982)
 DN0479
 DN0479                         *CURRENT SURVEY CONTROL
 DN0479  ___________________________________________________________________
 DN0479* NAD 83(1986)-  33 44 30.     (N)    096 45 09.     (W)     SCALED    
 DN0479* NAVD 88     -       189.429  (meters)     621.49   (feet)  ADJUSTED  
 DN0479  ___________________________________________________________________
 DN0479  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DN0479  DYNAMIC HT  -         189.226 (meters)     620.82  (feet)  COMP
 DN0479  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 DN0479
 DN0479  VERT ORDER  -  SECOND    CLASS 0
 DN0479
 DN0479.The horizontal coordinates were scaled from a topographic map and have
 DN0479.an estimated accuracy of +/- 6 seconds.
 DN0479
 DN0479.The orthometric height was determined by differential leveling
 DN0479.and adjusted by the National Geodetic Survey in June 1991..
 DN0479
 DN0479.The geoid height was determined by GEOID03.
 DN0479
 DN0479.The dynamic height is computed by dividing the NAVD 88
 DN0479.geopotential number by the normal gravity value computed on the
 DN0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0479.degrees latitude (g = 980.6199 gals.).
 DN0479
 DN0479.The modeled gravity was interpolated from observed gravity values.
 DN0479
 DN0479;                    North         East    Units  Estimated Accuracy
 DN0479;SPC TXNC     - 2,231,450.      761,910.      MT  (+/- 180 meters Scaled)
 DN0479
 DN0479                          SUPERSEDED SURVEY CONTROL
 DN0479
 DN0479  NGVD 29 (??/??/92)  189.401  (m)          621.39   (f) ADJ UNCH    2 0
 DN0479
 DN0479.Superseded values are not recommended for survey control.
 DN0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0479.See file dsdata.txt to determine how the superseded data were derived.
 DN0479
 DN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC081357(NAD 83)
 DN0479_MARKER: DB = BENCH MARK DISK
 DN0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0479_STAMPING: D 246 1934
 DN0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0479+STABILITY: SURFACE MOTION
 DN0479
 DN0479  HISTORY     - Date     Condition        Report By
 DN0479  HISTORY     - 1934     MONUMENTED       CGS
 DN0479  HISTORY     - 1955     GOOD             USGS
 DN0479  HISTORY     - 1978     MARK NOT FOUND   USGS
 DN0479
 DN0479                          STATION DESCRIPTION
 DN0479
 DN0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0479'IN HAGERMAN.
 DN0479'AT HAGERMAN, GRAYSON COUNTY, EAST OF THE STATION OF THE
 DN0479'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, AT A ROAD CROSSING, 20 FEET
 DN0479'EAST OF THE CENTER LINE OF THE ROAD, AND 12 FEET NORTH OF THE TRACK. A
 DN0479'STANDARD DISK, STAMPED D 246 1934 AND SET IN THE TOP OF A CONCRETE
 DN0479'POST.  NOTE-- THE TRACK IS GONE, 27 FEET NORTH AND 18 FEET EAST OF THE
 DN0479'CENTERLINE OF CROSSROADS AT THE OLD TOWN SITE OF HAGERMAN.
 DN0479
 DN0479                          STATION RECOVERY (1955)
 DN0479
 DN0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DN0479'RECOVERED IN GOOD CONDITION.
 DN0479
 DN0479                          STATION RECOVERY (1978)
 DN0479
 DN0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DN0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0632 ***********************************************************************
 DN0632  DESIGNATION -  D 247
 DN0632  PID         -  DN0632
 DN0632  STATE/COUNTY-  TX/DENTON
 DN0632  USGS QUAD   -  PONDER (1968)
 DN0632
 DN0632                         *CURRENT SURVEY CONTROL
 DN0632  ___________________________________________________________________
 DN0632* NAD 83(1986)-  33 11 00.     (N)    097 17 14.     (W)     SCALED    
 DN0632* NAVD 88     -       223.417  (meters)     732.99   (feet)  ADJUSTED  
 DN0632  ___________________________________________________________________
 DN0632  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DN0632  DYNAMIC HT  -         223.162 (meters)     732.16  (feet)  COMP
 DN0632  MODELED GRAV-     979,490.9   (mgal)                       NAVD 88
 DN0632
 DN0632  VERT ORDER  -  SECOND    CLASS 0
 DN0632
 DN0632.The horizontal coordinates were scaled from a topographic map and have
 DN0632.an estimated accuracy of +/- 6 seconds.
 DN0632
 DN0632.The orthometric height was determined by differential leveling
 DN0632.and adjusted by the National Geodetic Survey in June 1991..
 DN0632
 DN0632.The geoid height was determined by GEOID03.
 DN0632
 DN0632.The dynamic height is computed by dividing the NAVD 88
 DN0632.geopotential number by the normal gravity value computed on the
 DN0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0632.degrees latitude (g = 980.6199 gals.).
 DN0632
 DN0632.The modeled gravity was interpolated from observed gravity values.
 DN0632
 DN0632;                    North         East    Units  Estimated Accuracy
 DN0632;SPC TXNC     - 2,168,840.      713,090.      MT  (+/- 180 meters Scaled)
 DN0632
 DN0632                          SUPERSEDED SURVEY CONTROL
 DN0632
 DN0632  NGVD 29 (??/??/92)  223.381  (m)          732.88   (f) ADJ UNCH    2 0
 DN0632
 DN0632.Superseded values are not recommended for survey control.
 DN0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0632.See file dsdata.txt to determine how the superseded data were derived.
 DN0632
 DN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB596729(NAD 83)
 DN0632_MARKER: DB = BENCH MARK DISK
 DN0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0632_SP_SET: STEP
 DN0632_STAMPING: D-247 1934
 DN0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0632+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0632
 DN0632  HISTORY     - Date     Condition        Report By
 DN0632  HISTORY     - 1934     MONUMENTED       CGS
 DN0632  HISTORY     - 1960     GOOD             NGS
 DN0632  HISTORY     - 19950629 GOOD             USPSQD
 DN0632  HISTORY     - 19980214 GOOD             USPSQD
 DN0632  HISTORY     - 20020808 GOOD             GEOCAC
 DN0632  HISTORY     - 20051031 GOOD             BOHAN
 DN0632
 DN0632                          STATION DESCRIPTION
 DN0632
 DN0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0632'IN PONDER.
 DN0632'IN PONDER STATE BANK IN THE THIRD STEP TO DOOR.  AT THE SOUTHEAST
 DN0632'CORNER.  100 FEET WEST OF THE GULF COLORADO AND SANTA FE RAILROAD
 DN0632'DEPOT.
 DN0632
 DN0632                          STATION RECOVERY (1960)
 DN0632
 DN0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DN0632'RECOVERED IN GOOD CONDITION.
 DN0632
 DN0632                          STATION RECOVERY (1995)
 DN0632
 DN0632'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0632'RECOVERED IN GOOD CONDITION.
 DN0632
 DN0632                          STATION RECOVERY (1998)
 DN0632
 DN0632'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0632'RECOVERED IN GOOD CONDITION.
 DN0632
 DN0632                          STATION RECOVERY (2002)
 DN0632
 DN0632'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 DN0632'RECOVERED IN GOOD CONDITION.
 DN0632
 DN0632                          STATION RECOVERY (2005)
 DN0632
 DN0632'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1263 ***********************************************************************
 BY1263  DESIGNATION -  D 249
 BY1263  PID         -  BY1263
 BY1263  STATE/COUNTY-  TX/CHEROKEE
 BY1263  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1263
 BY1263                         *CURRENT SURVEY CONTROL
 BY1263  ___________________________________________________________________
 BY1263* NAD 83(1986)-  31 57 17.     (N)    095 18 33.     (W)     SCALED    
 BY1263* NAVD 88     -       140.709  (meters)     461.64   (feet)  ADJUSTED  
 BY1263  ___________________________________________________________________
 BY1263  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1263  DYNAMIC HT  -         140.539 (meters)     461.08  (feet)  COMP
 BY1263  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 BY1263
 BY1263  VERT ORDER  -  FIRST     CLASS II
 BY1263
 BY1263.The horizontal coordinates were scaled from a topographic map and have
 BY1263.an estimated accuracy of +/- 6 seconds.
 BY1263
 BY1263.The orthometric height was determined by differential leveling
 BY1263.and adjusted by the National Geodetic Survey in June 1991..
 BY1263
 BY1263.The geoid height was determined by GEOID03.
 BY1263
 BY1263.The dynamic height is computed by dividing the NAVD 88
 BY1263.geopotential number by the normal gravity value computed on the
 BY1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1263.degrees latitude (g = 980.6199 gals.).
 BY1263
 BY1263.The modeled gravity was interpolated from observed gravity values.
 BY1263
 BY1263;                    North         East    Units  Estimated Accuracy
 BY1263;SPC TX C     - 3,264,380.    1,174,830.      MT  (+/- 180 meters Scaled)
 BY1263
 BY1263                          SUPERSEDED SURVEY CONTROL
 BY1263
 BY1263  NGVD 29 (??/??/92)  140.733  (m)          461.72   (f) ADJ UNCH    1 2
 BY1263
 BY1263.Superseded values are not recommended for survey control.
 BY1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1263.See file dsdata.txt to determine how the superseded data were derived.
 BY1263
 BY1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR817377(NAD 83)
 BY1263_MARKER: DB = BENCH MARK DISK
 BY1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1263_STAMPING: D 249 1952
 BY1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1263+STABILITY: SURFACE MOTION
 BY1263
 BY1263  HISTORY     - Date     Condition        Report By
 BY1263  HISTORY     - 1952     MONUMENTED       CGS
 BY1263  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1263  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1263  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1263
 BY1263                          STATION DESCRIPTION
 BY1263
 BY1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1263'2.35 MI SW FROM JACKSONVILLE.
 BY1263'1.1 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY1263'RAILROAD FROM THE STATION AT JACKSONVILLE, THENCE 1.15 MILES SOUTHWEST
 BY1263'ALONG U.S. HIGHWAY 79, 210 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY1263'HIGHWAY, 10 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE INTERNATIONAL
 BY1263'AND GREAT NORTHERN RAILROAD, 36 FEET SOUTHEAST OF A FENCE, 5.5 FEET
 BY1263'NORTHEAST OF A TELEPHONE POLE, 3 FEET SOUTHWEST OF A WITNESS POST, 5
 BY1263'FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 BY1263'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, 100 YARDS SOUTHWEST OF A
 BY1263'GRAVELED ROAD CROSSING.
 BY1263
 BY1263                          STATION RECOVERY (1977)
 BY1263
 BY1263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1263'MARK NOT FOUND.
 BY1263
 BY1263                          STATION RECOVERY (1980)
 BY1263
 BY1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1263'MARK NOT FOUND.
 BY1263
 BY1263                          STATION RECOVERY (1996)
 BY1263
 BY1263'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0347 ***********************************************************************
 BP0347  DESIGNATION -  D 25
 BP0347  PID         -  BP0347
 BP0347  STATE/COUNTY-  TX/BREWSTER
 BP0347  USGS QUAD   -  PAISANO (1972)
 BP0347
 BP0347                         *CURRENT SURVEY CONTROL
 BP0347  ___________________________________________________________________
 BP0347* NAD 83(1986)-  30 18 51.     (N)    103 47 40.     (W)     SCALED    
 BP0347* NAVD 88     -      1493.602  (meters)    4900.26   (feet)  POSTED    
 BP0347  ___________________________________________________________________
 BP0347  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 BP0347  DYNAMIC HT  -        1491.130 (meters)    4892.15  (feet)  COMP
 BP0347  MODELED GRAV-     978,932.6   (mgal)                       NAVD 88
 BP0347
 BP0347  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0347
 BP0347.The horizontal coordinates were scaled from a topographic map and have
 BP0347.an estimated accuracy of +/- 6 seconds.
 BP0347
 BP0347.The orthometric height was determined by differential leveling
 BP0347.and adjusted by the National Geodetic Survey in 1992..
 BP0347.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0347.rate of 1.1 thru 2.0 mm/km.
 BP0347
 BP0347.The geoid height was determined by GEOID03.
 BP0347
 BP0347.The dynamic height is computed by dividing the NAVD 88
 BP0347.geopotential number by the normal gravity value computed on the
 BP0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0347.degrees latitude (g = 980.6199 gals.).
 BP0347
 BP0347.The modeled gravity was interpolated from observed gravity values.
 BP0347
 BP0347;                    North         East    Units  Estimated Accuracy
 BP0347;SPC TXSC     - 4,284,410.      138,990.      MT  (+/- 180 meters Scaled)
 BP0347
 BP0347                          SUPERSEDED SURVEY CONTROL
 BP0347
 BP0347.No superseded survey control is available for this station.
 BP0347
 BP0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP159542(NAD 83)
 BP0347_MARKER: DB = BENCH MARK DISK
 BP0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0347_STAMPING: ELEV. 4898.586 FT D 25 1917
 BP0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0347+STABILITY: SURFACE MOTION
 BP0347
 BP0347  HISTORY     - Date     Condition        Report By
 BP0347  HISTORY     - 1917     MONUMENTED       CGS
 BP0347  HISTORY     - 1957     MARK NOT FOUND   NGS
 BP0347  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0347
 BP0347                          STATION DESCRIPTION
 BP0347
 BP0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0347'3.0 MI E FROM PAISANO.
 BP0347'ABOUT 3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0347'PAISANO, PRESIDIO COUNTY, 10 FEET EAST OF MILEPOST 616, AND SOUTH OF
 BP0347'THE TRACK.  A STANDARD DISK, STAMPED ELEV. 4,898.586 FT D 25 1917. AND
 BP0347'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 BP0347'GROUND.
 BP0347
 BP0347                          STATION RECOVERY (1966)
 BP0347
 BP0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1300 ***********************************************************************
 BY1300  DESIGNATION -  D 250
 BY1300  PID         -  BY1300
 BY1300  STATE/COUNTY-  TX/CHEROKEE
 BY1300  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1300
 BY1300                         *CURRENT SURVEY CONTROL
 BY1300  ___________________________________________________________________
 BY1300* NAD 83(1986)-  31 59 07.     (N)    095 16 49.     (W)     SCALED    
 BY1300* NAVD 88     -       202.413  (meters)     664.08   (feet)  ADJUSTED  
 BY1300  ___________________________________________________________________
 BY1300  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BY1300  DYNAMIC HT  -         202.170 (meters)     663.29  (feet)  COMP
 BY1300  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 BY1300
 BY1300  VERT ORDER  -  FIRST     CLASS II
 BY1300
 BY1300.The horizontal coordinates were scaled from a topographic map and have
 BY1300.an estimated accuracy of +/- 6 seconds.
 BY1300
 BY1300.The orthometric height was determined by differential leveling
 BY1300.and adjusted by the National Geodetic Survey in June 1991..
 BY1300.WARNING-Repeat measurements at this control monument indicate possible
 BY1300.vertical movement.
 BY1300
 BY1300.The geoid height was determined by GEOID03.
 BY1300
 BY1300.The dynamic height is computed by dividing the NAVD 88
 BY1300.geopotential number by the normal gravity value computed on the
 BY1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1300.degrees latitude (g = 980.6199 gals.).
 BY1300
 BY1300.The modeled gravity was interpolated from observed gravity values.
 BY1300
 BY1300;                    North         East    Units  Estimated Accuracy
 BY1300;SPC TX C     - 3,267,890.    1,177,410.      MT  (+/- 180 meters Scaled)
 BY1300
 BY1300                          SUPERSEDED SURVEY CONTROL
 BY1300
 BY1300  NGVD 29 (??/??/92)  202.434  (m)          664.15   (f) ADJ UNCH    1 2
 BY1300
 BY1300.Superseded values are not recommended for survey control.
 BY1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1300.See file dsdata.txt to determine how the superseded data were derived.
 BY1300
 BY1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR845410(NAD 83)
 BY1300_MARKER: DB = BENCH MARK DISK
 BY1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1300_STAMPING: D 250 1952
 BY1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1300+STABILITY: SURFACE MOTION
 BY1300
 BY1300  HISTORY     - Date     Condition        Report By
 BY1300  HISTORY     - 1952     MONUMENTED       CGS
 BY1300  HISTORY     - 1959     GOOD             NGS
 BY1300  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY1300
 BY1300                          STATION DESCRIPTION
 BY1300
 BY1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BY1300'2.1 MI N FROM JACKSONVILLE.
 BY1300'ABOUT 0.2 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1300'STATION AT JACKSONVILLE, THENCE ABOUT 2.1 MILES NORTH ALONG THE ST.
 BY1300'LOUIS SOUTHWESTERN RAILWAY, AT THE DUBLIN STREET CROSSING, 27 1/2 FEET
 BY1300'SOUTH OF THE 7TH POLE NORTH OF MILEPOST 575, 26 1/2 FEET EAST OF THE
 BY1300'EAST RAIL, 54 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 54 FEET
 BY1300'SOUTH OF THE CENTER LINE OF THE STREET, 2 1/2 FEET SOUTH OF A WOODEN
 BY1300'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACKS, AND IN THE
 BY1300'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BY1300
 BY1300                          STATION RECOVERY (2004)
 BY1300
 BY1300'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1082 ***********************************************************************
 BY1082  DESIGNATION -  D 251
 BY1082  PID         -  BY1082
 BY1082  STATE/COUNTY-  TX/NACOGDOCHES
 BY1082  USGS QUAD   -  TRAWICK (1984)
 BY1082
 BY1082                         *CURRENT SURVEY CONTROL
 BY1082  ___________________________________________________________________
 BY1082* NAD 83(1986)-  31 45 59.     (N)    094 43 43.     (W)     SCALED    
 BY1082* NAVD 88     -       132.923  (meters)     436.10   (feet)  ADJUSTED  
 BY1082  ___________________________________________________________________
 BY1082  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BY1082  DYNAMIC HT  -         132.761 (meters)     435.57  (feet)  COMP
 BY1082  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 BY1082
 BY1082  VERT ORDER  -  FIRST     CLASS II
 BY1082
 BY1082.The horizontal coordinates were scaled from a topographic map and have
 BY1082.an estimated accuracy of +/- 6 seconds.
 BY1082
 BY1082.The orthometric height was determined by differential leveling
 BY1082.and adjusted by the National Geodetic Survey in June 1991..
 BY1082.WARNING-Repeat measurements at this control monument indicate possible
 BY1082.vertical movement.
 BY1082
 BY1082.The geoid height was determined by GEOID03.
 BY1082
 BY1082.The dynamic height is computed by dividing the NAVD 88
 BY1082.geopotential number by the normal gravity value computed on the
 BY1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1082.degrees latitude (g = 980.6199 gals.).
 BY1082
 BY1082.The modeled gravity was interpolated from observed gravity values.
 BY1082
 BY1082;                    North         East    Units  Estimated Accuracy
 BY1082;SPC TX C     - 3,246,150.    1,230,710.      MT  (+/- 180 meters Scaled)
 BY1082
 BY1082                          SUPERSEDED SURVEY CONTROL
 BY1082
 BY1082  NGVD 29 (??/??/92)  132.969  (m)          436.25   (f) ADJ UNCH    1 2
 BY1082
 BY1082.Superseded values are not recommended for survey control.
 BY1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1082.See file dsdata.txt to determine how the superseded data were derived.
 BY1082
 BY1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR363158(NAD 83)
 BY1082_MARKER: DB = BENCH MARK DISK
 BY1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1082_STAMPING: D 251 1952
 BY1082_PROJECTION: PROJECTING 5 CENTIMETERS
 BY1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1082+STABILITY: SURFACE MOTION
 BY1082
 BY1082  HISTORY     - Date     Condition        Report By
 BY1082  HISTORY     - 1952     MONUMENTED       CGS
 BY1082  HISTORY     - 1979     GOOD             NGS
 BY1082  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1082
 BY1082                          STATION DESCRIPTION
 BY1082
 BY1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1082'7.5 MI SE FROM CUSHING.
 BY1082'7.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1082'STATION AT CUSHING, 16 POLES EAST OF MILEPOST 165, 124 FEET WEST OF
 BY1082'THE CENTER OF A ROAD CROSSING, 39 FEET SOUTH OF THE CENTER LINE OF AN
 BY1082'ABANDONED ROAD, 37 FEET NORTH OF THE NORTH RAIL, 20.3 FEET WEST OF A
 BY1082'TELEGRAPH POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BY1082'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY1082
 BY1082                          STATION RECOVERY (1979)
 BY1082
 BY1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1082'8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM
 BY1082'ROAD 225 IN CUSHING, AT THE JUNCTION OF A GRAVEL ROAD, 300 FT. SOUTH
 BY1082'OF THE CENTERLINE OF THE HIGHWAY, 104 FT. WEST OF THE CENTERLINE OF
 BY1082'THE GRAVEL ROAD, 37.5 FT. NORTH OF THE NORTH RAIL OF THE SOUTHERN
 BY1082'PACIFIC RAILROAD, 9.5 FT. SOUTH OF A FENCE.
 BY1082'THE MARK IS 2 FT  E FROM A WITNESS POST.
 BY1082'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 BY1082
 BY1082                          STATION RECOVERY (1998)
 BY1082
 BY1082'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1271 ***********************************************************************
 BY1271  DESIGNATION -  D 252
 BY1271  PID         -  BY1271
 BY1271  STATE/COUNTY-  TX/CHEROKEE
 BY1271  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1271
 BY1271                         *CURRENT SURVEY CONTROL
 BY1271  ___________________________________________________________________
 BY1271* NAD 83(1986)-  31 58 26.     (N)    095 16 01.     (W)     SCALED    
 BY1271* NAVD 88     -       176.760  (meters)     579.92   (feet)  ADJUSTED  
 BY1271  ___________________________________________________________________
 BY1271  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1271  DYNAMIC HT  -         176.547 (meters)     579.22  (feet)  COMP
 BY1271  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 BY1271
 BY1271  VERT ORDER  -  FIRST     CLASS II
 BY1271
 BY1271.The horizontal coordinates were scaled from a topographic map and have
 BY1271.an estimated accuracy of +/- 6 seconds.
 BY1271
 BY1271.The orthometric height was determined by differential leveling
 BY1271.and adjusted by the National Geodetic Survey in June 1991..
 BY1271
 BY1271.The geoid height was determined by GEOID03.
 BY1271
 BY1271.The dynamic height is computed by dividing the NAVD 88
 BY1271.geopotential number by the normal gravity value computed on the
 BY1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1271.degrees latitude (g = 980.6199 gals.).
 BY1271
 BY1271.The modeled gravity was interpolated from observed gravity values.
 BY1271
 BY1271;                    North         East    Units  Estimated Accuracy
 BY1271;SPC TX C     - 3,266,690.    1,178,720.      MT  (+/- 180 meters Scaled)
 BY1271
 BY1271                          SUPERSEDED SURVEY CONTROL
 BY1271
 BY1271  NGVD 29 (??/??/92)  176.784  (m)          580.00   (f) ADJ UNCH    1 2
 BY1271
 BY1271.Superseded values are not recommended for survey control.
 BY1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1271.See file dsdata.txt to determine how the superseded data were derived.
 BY1271
 BY1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR857397(NAD 83)
 BY1271_MARKER: DB = BENCH MARK DISK
 BY1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1271_STAMPING: D 252 1952
 BY1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1271+STABILITY: SURFACE MOTION
 BY1271
 BY1271  HISTORY     - Date     Condition        Report By
 BY1271  HISTORY     - 1952     MONUMENTED       CGS
 BY1271  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY1271
 BY1271                          STATION DESCRIPTION
 BY1271
 BY1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1271'1.15 MI N FROM JACKSONVILLE.
 BY1271'0.2 MILE NORTHWEST ALONG U.S. HIGHWAYS 69 AND 175 FROM THE POST OFFICE
 BY1271'AT JACKSONVILLE, THENCE 0.1 MILE NORTHWEST ALONG FARM ROAD 347, THENCE
 BY1271'0.85 MILE NORTH ALONG ELBERTA STREET, 22 FEET WEST OF THE CENTER LINE
 BY1271'OF A NORTH AND SOUTH ROAD, 11 FEET NORTHWEST OF THE EXTENDED CENTER
 BY1271'LINE OF A ROAD LEADING NORTHEAST, 6 FEET EAST OF A POWER POLE, 1.4
 BY1271'FEET WEST OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 BY1271'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY1271
 BY1271                          STATION RECOVERY (2004)
 BY1271
 BY1271'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0779 ***********************************************************************
 FL0779  DESIGNATION -  D 253
 FL0779  PID         -  FL0779
 FL0779  STATE/COUNTY-  TX/HUTCHINSON
 FL0779  USGS QUAD   -  PRINGLE (1978)
 FL0779
 FL0779                         *CURRENT SURVEY CONTROL
 FL0779  ___________________________________________________________________
 FL0779* NAD 83(1986)-  35 54 24.     (N)    101 26 18.     (W)     SCALED    
 FL0779* NAVD 88     -      1012.179  (meters)    3320.79   (feet)  ADJUSTED  
 FL0779  ___________________________________________________________________
 FL0779  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 FL0779  DYNAMIC HT  -        1011.041 (meters)    3317.06  (feet)  COMP
 FL0779  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 FL0779
 FL0779  VERT ORDER  -  SECOND    CLASS 0
 FL0779
 FL0779.The horizontal coordinates were scaled from a topographic map and have
 FL0779.an estimated accuracy of +/- 6 seconds.
 FL0779
 FL0779.The orthometric height was determined by differential leveling
 FL0779.and adjusted by the National Geodetic Survey in June 1991..
 FL0779
 FL0779.The geoid height was determined by GEOID03.
 FL0779
 FL0779.The dynamic height is computed by dividing the NAVD 88
 FL0779.geopotential number by the normal gravity value computed on the
 FL0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0779.degrees latitude (g = 980.6199 gals.).
 FL0779
 FL0779.The modeled gravity was interpolated from observed gravity values.
 FL0779
 FL0779;                    North         East    Units  Estimated Accuracy
 FL0779;SPC TX N     - 1,211,530.      205,570.      MT  (+/- 180 meters Scaled)
 FL0779
 FL0779                          SUPERSEDED SURVEY CONTROL
 FL0779
 FL0779  NGVD 29 (??/??/92) 1011.703  (m)         3319.23   (f) ADJ UNCH    2 0
 FL0779
 FL0779.Superseded values are not recommended for survey control.
 FL0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0779.See file dsdata.txt to determine how the superseded data were derived.
 FL0779
 FL0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE799763(NAD 83)
 FL0779_MARKER: DB = BENCH MARK DISK
 FL0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0779_STAMPING: D-253 1934
 FL0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0779+STABILITY: SURFACE MOTION
 FL0779
 FL0779  HISTORY     - Date     Condition        Report By
 FL0779  HISTORY     - 1934     MONUMENTED       CGS
 FL0779  HISTORY     - 1953     GOOD             USGS
 FL0779
 FL0779                          STATION DESCRIPTION
 FL0779
 FL0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0779'3.3 MI SE FROM PRINGLE.
 FL0779'3.3 MILES SOUTHEAST OF C. RI. AND G. RR. STATION AT PRINGLE 165 FEET
 FL0779'NORTHWEST OF WOODEN RAILWAY OVERPASS 64.1.  48 FEET WEST OF NEAREST
 FL0779'RAIL OF CHICAGO ROCK ISLAND AND GULF RAILROAD TRACK.  3 1/2 POLES
 FL0779'NORTHWEST OF AND ON OPPOSITE SIDE OF TRACK OF MILEPOLE 64.
 FL0779
 FL0779                          STATION RECOVERY (1953)
 FL0779
 FL0779'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0239 ***********************************************************************
 GL0239  DESIGNATION -  D 254
 GL0239  PID         -  GL0239
 GL0239  STATE/COUNTY-  TX/SHERMAN
 GL0239  USGS QUAD   -  STRATFORD (1964)
 GL0239
 GL0239                         *CURRENT SURVEY CONTROL
 GL0239  ___________________________________________________________________
 GL0239* NAD 83(1986)-  36 19 41.     (N)    102 03 44.     (W)     SCALED    
 GL0239* NAVD 88     -      1123.048  (meters)    3684.53   (feet)  ADJUSTED  
 GL0239  ___________________________________________________________________
 GL0239  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 GL0239  DYNAMIC HT  -        1121.808 (meters)    3680.47  (feet)  COMP
 GL0239  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 GL0239
 GL0239  VERT ORDER  -  SECOND    CLASS 0
 GL0239
 GL0239.The horizontal coordinates were scaled from a topographic map and have
 GL0239.an estimated accuracy of +/- 6 seconds.
 GL0239
 GL0239.The orthometric height was determined by differential leveling
 GL0239.and adjusted by the National Geodetic Survey in June 1991..
 GL0239
 GL0239.The geoid height was determined by GEOID03.
 GL0239
 GL0239.The dynamic height is computed by dividing the NAVD 88
 GL0239.geopotential number by the normal gravity value computed on the
 GL0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0239.degrees latitude (g = 980.6199 gals.).
 GL0239
 GL0239.The modeled gravity was interpolated from observed gravity values.
 GL0239
 GL0239;                    North         East    Units  Estimated Accuracy
 GL0239;SPC TX N     - 1,258,420.      149,520.      MT  (+/- 180 meters Scaled)
 GL0239
 GL0239                          SUPERSEDED SURVEY CONTROL
 GL0239
 GL0239  NGVD 29 (??/??/92) 1122.54   (m)         3682.9    (f) COMPUTED    2 0
 GL0239
 GL0239.Superseded values are not recommended for survey control.
 GL0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0239.See file dsdata.txt to determine how the superseded data were derived.
 GL0239
 GL0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA637243(NAD 83)
 GL0239_MARKER: DB = BENCH MARK DISK
 GL0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0239_STAMPING: D-254 1934
 GL0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0239+STABILITY: SURFACE MOTION
 GL0239
 GL0239  HISTORY     - Date     Condition        Report By
 GL0239  HISTORY     - 1934     MONUMENTED       CGS
 GL0239  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0239
 GL0239                          STATION DESCRIPTION
 GL0239
 GL0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL0239'0.7 MI SE FROM STRATFORD.
 GL0239'0.7 MILE SOUTHEAST OF C.RI. AND G.RR STATION AT STRATFORD 60 FEET EAST
 GL0239'OF CENTER LINE OF TEXAS STATE HIGHWAY NO. 9. 35 FEET SOUTH OF CENTER
 GL0239'LINE OF ROAD FROM STRATFORD TO GRUVER.  AT SECTION LINEFENCE CORNER.
 GL0239
 GL0239                          STATION RECOVERY (1952)
 GL0239
 GL0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0327 ***********************************************************************
 GK0327  DESIGNATION -  D 255
 GK0327  PID         -  GK0327
 GK0327  STATE/COUNTY-  TX/HANSFORD
 GK0327  USGS QUAD   -  SPEARMAN (1974)
 GK0327
 GK0327                         *CURRENT SURVEY CONTROL
 GK0327  ___________________________________________________________________
 GK0327* NAD 83(1986)-  36 11 54.     (N)    101 11 59.     (W)     SCALED    
 GK0327* NAVD 88     -       946.941  (meters)    3106.76   (feet)  ADJUSTED  
 GK0327  ___________________________________________________________________
 GK0327  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 GK0327  DYNAMIC HT  -         945.922 (meters)    3103.41  (feet)  COMP
 GK0327  MODELED GRAV-     979,524.3   (mgal)                       NAVD 88
 GK0327
 GK0327  VERT ORDER  -  SECOND    CLASS 0
 GK0327
 GK0327.The horizontal coordinates were scaled from a topographic map and have
 GK0327.an estimated accuracy of +/- 6 seconds.
 GK0327
 GK0327.The orthometric height was determined by differential leveling
 GK0327.and adjusted by the National Geodetic Survey in June 1991..
 GK0327
 GK0327.The geoid height was determined by GEOID03.
 GK0327
 GK0327.The dynamic height is computed by dividing the NAVD 88
 GK0327.geopotential number by the normal gravity value computed on the
 GK0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0327.degrees latitude (g = 980.6199 gals.).
 GK0327
 GK0327.The modeled gravity was interpolated from observed gravity values.
 GK0327
 GK0327;                    North         East    Units  Estimated Accuracy
 GK0327;SPC TX N     - 1,243,930.      227,010.      MT  (+/- 180 meters Scaled)
 GK0327
 GK0327                          SUPERSEDED SURVEY CONTROL
 GK0327
 GK0327  NGVD 29 (??/??/92)  946.506  (m)         3105.33   (f) ADJ UNCH    2 0
 GK0327
 GK0327.Superseded values are not recommended for survey control.
 GK0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0327.See file dsdata.txt to determine how the superseded data were derived.
 GK0327
 GK0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF022081(NAD 83)
 GK0327_MARKER: DB = BENCH MARK DISK
 GK0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0327_STAMPING: D 255 1934
 GK0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0327+STABILITY: SURFACE MOTION
 GK0327
 GK0327  HISTORY     - Date     Condition        Report By
 GK0327  HISTORY     - 1934     MONUMENTED       CGS
 GK0327  HISTORY     - 1968     MARK NOT FOUND   NGS
 GK0327
 GK0327                          STATION DESCRIPTION
 GK0327
 GK0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 GK0327'0.2 MI SW FROM SPEARMAN.
 GK0327'AT SPEARMAN, HANSFORD COUNTY, ABOUT 0.2 MILE SOUTHWEST ALONG STATE
 GK0327'HIGHWAY 282 FROM THE PANHANDLE AND SANTA FE RAILWAY STATION, AT THE
 GK0327'RAILROAD CROSSING, 6.6 FEET NORTH OF THE FIFTH POLE SOUTHWEST OF
 GK0327'MILEPOST 84, ABOUT 225 FEET WEST OF THE JUNCTION OF STATE HIGHWAY 117.
 GK0327'77.4 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 282. 56.3 FEET
 GK0327'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, AND 11.3 FEET WEST
 GK0327'OF THE WEST RAIL OF A SIDETRACK. A STANDARD DISK, STAMPED D 255 1934
 GK0327'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 GK0327'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0055 ***********************************************************************
 GK0055  DESIGNATION -  D 256
 GK0055  PID         -  GK0055
 GK0055  STATE/COUNTY-  TX/LIPSCOMB
 GK0055  USGS QUAD   -  FOLLETT (1972)
 GK0055
 GK0055                         *CURRENT SURVEY CONTROL
 GK0055  ___________________________________________________________________
 GK0055* NAD 83(1986)-  36 26 09.     (N)    100 14 31.     (W)     SCALED    
 GK0055* NAVD 88     -       809.969  (meters)    2657.37   (feet)  ADJUSTED  
 GK0055  ___________________________________________________________________
 GK0055  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GK0055  DYNAMIC HT  -         809.148 (meters)    2654.68  (feet)  COMP
 GK0055  MODELED GRAV-     979,592.2   (mgal)                       NAVD 88
 GK0055
 GK0055  VERT ORDER  -  SECOND    CLASS 0
 GK0055
 GK0055.The horizontal coordinates were scaled from a topographic map and have
 GK0055.an estimated accuracy of +/- 6 seconds.
 GK0055
 GK0055.The orthometric height was determined by differential leveling
 GK0055.and adjusted by the National Geodetic Survey in June 1991..
 GK0055
 GK0055.The geoid height was determined by GEOID03.
 GK0055
 GK0055.The dynamic height is computed by dividing the NAVD 88
 GK0055.geopotential number by the normal gravity value computed on the
 GK0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0055.degrees latitude (g = 980.6199 gals.).
 GK0055
 GK0055.The modeled gravity was interpolated from observed gravity values.
 GK0055
 GK0055;                    North         East    Units  Estimated Accuracy
 GK0055;SPC TX N     - 1,270,960.      312,810.      MT  (+/- 180 meters Scaled)
 GK0055
 GK0055                          SUPERSEDED SURVEY CONTROL
 GK0055
 GK0055  NGVD 29 (??/??/92)  809.654  (m)         2656.34   (f) ADJ UNCH    2 0
 GK0055
 GK0055.Superseded values are not recommended for survey control.
 GK0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0055.See file dsdata.txt to determine how the superseded data were derived.
 GK0055
 GK0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF886330(NAD 83)
 GK0055_MARKER: DB = BENCH MARK DISK
 GK0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0055_STAMPING: D-256 1934
 GK0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0055+STABILITY: SURFACE MOTION
 GK0055
 GK0055  HISTORY     - Date     Condition        Report By
 GK0055  HISTORY     - 1934     MONUMENTED       CGS
 GK0055  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0055
 GK0055                          STATION DESCRIPTION
 GK0055
 GK0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0055'4.7 I SE FROM DARROUZETT.
 GK0055'4.7 MILES SOUTHEAST OF DARROUZETT P. AND SF. RR. STATION 0.1 MILE EAST
 GK0055'OF MILEPOST 25, 60 FEET SOUTH OF NEAREST RAIL OF PANHANDLE AND SANTA
 GK0055'FE TRACK, 27 FEET WEST OF GATE IN RIGHT OF WAY OF FENCE LINE.
 GK0055
 GK0055                          STATION RECOVERY (1972)
 GK0055
 GK0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0055 ***********************************************************************
 FL0055  DESIGNATION -  D 257
 FL0055  PID         -  FL0055
 FL0055  STATE/COUNTY-  TX/WHEELER
 FL0055  USGS QUAD   -  BRISCOE (1963)
 FL0055
 FL0055                         *CURRENT SURVEY CONTROL
 FL0055  ___________________________________________________________________
 FL0055* NAD 83(1986)-  35 35 07.     (N)    100 17 24.     (W)     SCALED    
 FL0055* NAVD 88     -       810.919  (meters)    2660.49   (feet)  ADJUSTED  
 FL0055  ___________________________________________________________________
 FL0055  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 FL0055  DYNAMIC HT  -         810.034 (meters)    2657.59  (feet)  COMP
 FL0055  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 FL0055
 FL0055  VERT ORDER  -  SECOND    CLASS 0
 FL0055
 FL0055.The horizontal coordinates were scaled from a topographic map and have
 FL0055.an estimated accuracy of +/- 6 seconds.
 FL0055
 FL0055.The orthometric height was determined by differential leveling
 FL0055.and adjusted by the National Geodetic Survey in June 1991..
 FL0055
 FL0055.The geoid height was determined by GEOID03.
 FL0055
 FL0055.The dynamic height is computed by dividing the NAVD 88
 FL0055.geopotential number by the normal gravity value computed on the
 FL0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0055.degrees latitude (g = 980.6199 gals.).
 FL0055
 FL0055.The modeled gravity was interpolated from observed gravity values.
 FL0055
 FL0055;                    North         East    Units  Estimated Accuracy
 FL0055;SPC TX N     - 1,176,540.      309,650.      MT  (+/- 180 meters Scaled)
 FL0055
 FL0055                          SUPERSEDED SURVEY CONTROL
 FL0055
 FL0055  NGVD 29 (??/??/92)  810.576  (m)         2659.36   (f) ADJ UNCH    2 0
 FL0055
 FL0055.Superseded values are not recommended for survey control.
 FL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0055.See file dsdata.txt to determine how the superseded data were derived.
 FL0055
 FL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE831387(NAD 83)
 FL0055_MARKER: DB = BENCH MARK DISK
 FL0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0055_STAMPING: D-257 1934
 FL0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0055+STABILITY: SURFACE MOTION
 FL0055
 FL0055  HISTORY     - Date     Condition        Report By
 FL0055  HISTORY     - 1934     MONUMENTED       CGS
 FL0055
 FL0055                          STATION DESCRIPTION
 FL0055
 FL0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0055'IN BRISCO.
 FL0055'800 FEET WEST OF PANHANDLE AND SANTA FE RAILROAD STATION, 45 FEET
 FL0055'NORTH OF NEAREST RAIL OF TRACK, 30 FEET WEST OF CENTER LINE OF ROAD
 FL0055'CROSSING TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0365 ***********************************************************************
 BZ0365  DESIGNATION -  D 258
 BZ0365  PID         -  BZ0365
 BZ0365  STATE/COUNTY-  TX/LEON
 BZ0365  USGS QUAD   -  DONIE (1982)
 BZ0365
 BZ0365                         *CURRENT SURVEY CONTROL
 BZ0365  ___________________________________________________________________
 BZ0365* NAD 83(1986)-  31 23 23.     (N)    096 11 47.     (W)     SCALED    
 BZ0365* NAVD 88     -       136.174  (meters)     446.76   (feet)  ADJUSTED  
 BZ0365  ___________________________________________________________________
 BZ0365  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BZ0365  DYNAMIC HT  -         136.007 (meters)     446.22  (feet)  COMP
 BZ0365  MODELED GRAV-     979,407.5   (mgal)                       NAVD 88
 BZ0365
 BZ0365  VERT ORDER  -  FIRST     CLASS II
 BZ0365
 BZ0365.The horizontal coordinates were scaled from a topographic map and have
 BZ0365.an estimated accuracy of +/- 6 seconds.
 BZ0365
 BZ0365.The orthometric height was determined by differential leveling
 BZ0365.and adjusted by the National Geodetic Survey in June 1991..
 BZ0365.WARNING-Repeat measurements at this control monument indicate possible
 BZ0365.vertical movement.
 BZ0365
 BZ0365.The geoid height was determined by GEOID03.
 BZ0365
 BZ0365.The dynamic height is computed by dividing the NAVD 88
 BZ0365.geopotential number by the normal gravity value computed on the
 BZ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0365.degrees latitude (g = 980.6199 gals.).
 BZ0365
 BZ0365.The modeled gravity was interpolated from observed gravity values.
 BZ0365
 BZ0365;                    North         East    Units  Estimated Accuracy
 BZ0365;SPC TX C     - 3,198,330.    1,093,350.      MT  (+/- 180 meters Scaled)
 BZ0365
 BZ0365                          SUPERSEDED SURVEY CONTROL
 BZ0365
 BZ0365  NGVD 29 (??/??/92)  136.132  (m)          446.63   (f) ADJ UNCH    1 2
 BZ0365
 BZ0365.Superseded values are not recommended for survey control.
 BZ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0365.See file dsdata.txt to determine how the superseded data were derived.
 BZ0365
 BZ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV666761(NAD 83)
 BZ0365_MARKER: DB = BENCH MARK DISK
 BZ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0365_STAMPING: D 258 1952
 BZ0365_PROJECTION: PROJECTING 8 CENTIMETERS
 BZ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0365+STABILITY: SURFACE MOTION
 BZ0365
 BZ0365  HISTORY     - Date     Condition        Report By
 BZ0365  HISTORY     - 1952     MONUMENTED       CGS
 BZ0365  HISTORY     - 1980     GOOD             NGS
 BZ0365
 BZ0365                          STATION DESCRIPTION
 BZ0365
 BZ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0365'4.55 MI NW FROM JEWETT.
 BZ0365'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JEWETT STATE BANK
 BZ0365'AT JEWETT, THENCE 3.8 MILES NORTHWEST ALONG FARM ROAD 39, AT THE
 BZ0365'SOUTHEAST AND OF A LONG CUT, 47 FEET SOUTHWEST OF THE CENTER LINE OF
 BZ0365'THE FARM ROAD, 25 FEET SOUTHEAST OF THE CENTER OF A WIRE GATE, 1.7
 BZ0365'FEET NORTHEAST OF A FENCE, 2.8 FEET NORTHWEST OF A WITNESS POST, SET
 BZ0365'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BZ0365'GROUND.
 BZ0365
 BZ0365                          STATION RECOVERY (1980)
 BZ0365
 BZ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0365'6.35 KM. (3.95 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0365'U.S. HIGHWAY 79 IN JEWETT, AT THE SOUTHEAST END OF A LONG LOT, 14.3 M.
 BZ0365'(47.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 7.6 M. (25.0 FT.)
 BZ0365'SOUTHEAST OF THE CENTER OF A WIRE GATE, 0.5 M. (1.5 FT.) NORTHEAST OF
 BZ0365'A FENCE.
 BZ0365'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0587 ***********************************************************************
 BZ0587  DESIGNATION -  D 259
 BZ0587  PID         -  BZ0587
 BZ0587  STATE/COUNTY-  TX/HILL
 BZ0587  USGS QUAD   -  COOLIDGE (1978)
 BZ0587
 BZ0587                         *CURRENT SURVEY CONTROL
 BZ0587  ___________________________________________________________________
 BZ0587* NAD 83(1986)-  31 48 44.     (N)    096 44 57.     (W)     SCALED    
 BZ0587* NAVD 88     -       158.08   (+/-2cm)     518.6    (feet)  VERTCON   
 BZ0587  ___________________________________________________________________
 BZ0587  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BZ0587
 BZ0587  VERT ORDER  -  FIRST     CLASS II (See Below)
 BZ0587
 BZ0587.The horizontal coordinates were scaled from a topographic map and have
 BZ0587.an estimated accuracy of +/- 6 seconds.
 BZ0587
 BZ0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0587.The vertical order pertains to the NGVD 29 superseded value.
 BZ0587
 BZ0587.The geoid height was determined by GEOID03.
 BZ0587
 BZ0587;                    North         East    Units  Estimated Accuracy
 BZ0587;SPC TXNC     - 2,017,520.      765,790.      MT  (+/- 180 meters Scaled)
 BZ0587
 BZ0587                          SUPERSEDED SURVEY CONTROL
 BZ0587
 BZ0587  NGVD 29 (??/??/92)  158.02   (m)          518.4    (f) COMPUTED    1 2
 BZ0587
 BZ0587.Superseded values are not recommended for survey control.
 BZ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0587.See file dsdata.txt to determine how the superseded data were derived.
 BZ0587
 BZ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA130218(NAD 83)
 BZ0587_MARKER: DB = BENCH MARK DISK
 BZ0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0587_SP_SET: CULVERT
 BZ0587_STAMPING: D 259 1952
 BZ0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0587
 BZ0587  HISTORY     - Date     Condition        Report By
 BZ0587  HISTORY     - 1952     MONUMENTED       CGS
 BZ0587  HISTORY     - 1958     GOOD             NGS
 BZ0587  HISTORY     - 19990220 GOOD             USPSQD
 BZ0587
 BZ0587                          STATION DESCRIPTION
 BZ0587
 BZ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0587'3.7 MI SE FROM HUBBARD.
 BZ0587'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE ST. LOUIS AND
 BZ0587'SOUTHWESTERN RAILROAD STATION AT HUBBARD, 20 FEET NORTHEAST OF THE
 BZ0587'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 BZ0587'NORTHEAST HEADWALL OF A CONCRETE CULVERT.
 BZ0587
 BZ0587                          STATION RECOVERY (1958)
 BZ0587
 BZ0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BZ0587'RECOVERED IN GOOD CONDITION.
 BZ0587
 BZ0587                          STATION RECOVERY (1999)
 BZ0587
 BZ0587'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0588 ***********************************************************************
 BZ0588  DESIGNATION -  D 259 RESET 1958
 BZ0588  PID         -  BZ0588
 BZ0588  STATE/COUNTY-  TX/HILL
 BZ0588  USGS QUAD   -  COOLIDGE (1978)
 BZ0588
 BZ0588                         *CURRENT SURVEY CONTROL
 BZ0588  ___________________________________________________________________
 BZ0588* NAD 83(1986)-  31 48 44.     (N)    096 44 58.     (W)     SCALED    
 BZ0588* NAVD 88     -       158.294  (meters)     519.34   (feet)  ADJUSTED  
 BZ0588  ___________________________________________________________________
 BZ0588  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 BZ0588  DYNAMIC HT  -         158.105 (meters)     518.72  (feet)  COMP
 BZ0588  MODELED GRAV-     979,440.7   (mgal)                       NAVD 88
 BZ0588
 BZ0588  VERT ORDER  -  FIRST     CLASS II
 BZ0588
 BZ0588.The horizontal coordinates were scaled from a topographic map and have
 BZ0588.an estimated accuracy of +/- 6 seconds.
 BZ0588
 BZ0588.The orthometric height was determined by differential leveling
 BZ0588.and adjusted by the National Geodetic Survey in June 1991..
 BZ0588
 BZ0588.The geoid height was determined by GEOID03.
 BZ0588
 BZ0588.The dynamic height is computed by dividing the NAVD 88
 BZ0588.geopotential number by the normal gravity value computed on the
 BZ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0588.degrees latitude (g = 980.6199 gals.).
 BZ0588
 BZ0588.The modeled gravity was interpolated from observed gravity values.
 BZ0588
 BZ0588;                    North         East    Units  Estimated Accuracy
 BZ0588;SPC TXNC     - 2,017,520.      765,760.      MT  (+/- 180 meters Scaled)
 BZ0588
 BZ0588                          SUPERSEDED SURVEY CONTROL
 BZ0588
 BZ0588  NGVD 29 (??/??/??)  158.25   (m)          519.2    (f) RESET       3  
 BZ0588
 BZ0588.Superseded values are not recommended for survey control.
 BZ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0588.See file dsdata.txt to determine how the superseded data were derived.
 BZ0588
 BZ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA130218(NAD 83)
 BZ0588_MARKER: DB = BENCH MARK DISK
 BZ0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0588_SP_SET: CULVERT
 BZ0588_STAMPING: D 259 RESET 1958
 BZ0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0588
 BZ0588  HISTORY     - Date     Condition        Report By
 BZ0588  HISTORY     - 1958     MONUMENTED       CGS
 BZ0588  HISTORY     - 1980     GOOD             NGS
 BZ0588  HISTORY     - 19990220 GOOD             USPSQD
 BZ0588
 BZ0588                          STATION DESCRIPTION
 BZ0588
 BZ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ0588'3.7 MI SE FROM HUBBARD.
 BZ0588'ABOUT 3.7 MILES SOUTHEAST ALONG HIGHWAY NO. 171 FROM THE DEPOT AND
 BZ0588'RAILROAD CROSSING IN HUBBARD, HILL COUNTY, ABOUT 30 YARDS NORTHEAST OF
 BZ0588'THE CENTERLINE OF THE HIGHWAY AND A CULVERT, IN THE SOUTHWEST END OF
 BZ0588'THE SOUTHEAST CONCRETE ABUTMENT OF THE OLD RAILROAD CULVERT OF WHICH
 BZ0588'ONLY THE ABUTMENTS REMAIN.  A STANDARD DISK, STAMPED D 259 RESET 1958,
 BZ0588'SET IN THE TOP CENTER OF THE SOUTHWEST END OF THE ABUTMENT.
 BZ0588
 BZ0588                          STATION RECOVERY (1980)
 BZ0588
 BZ0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0588'6.5 KM. (4.05 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ0588'OF STATE HIGHWAY 31 IN HUBBARD, IN THE TOP OF THE SOUTHWEST END OF THE
 BZ0588'SOUTHEAST CONCRETE ABUTMENT OF AN OLD RAILROAD CULVERT OF WHICH ONLY
 BZ0588'THE ABUTMENTS REMAIN, 27.4 M. (90.0 FT.) NORTHEAST OF THE CENTERLINE
 BZ0588'OF THE HIGHWAY, 1.5 M. (5.0 FT.) SOUTHEAST OF A FENCE CORNER.
 BZ0588'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 BZ0588'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ0588
 BZ0588                          STATION RECOVERY (1999)
 BZ0588
 BZ0588'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0242 ***********************************************************************
 GL0242  DESIGNATION -  D 260
 GL0242  PID         -  GL0242
 GL0242  STATE/COUNTY-  TX/SHERMAN
 GL0242  USGS QUAD   -  STRATFORD (1964)
 GL0242
 GL0242                         *CURRENT SURVEY CONTROL
 GL0242  ___________________________________________________________________
 GL0242* NAD 83(1986)-  36 19 42.     (N)    102 02 41.     (W)     SCALED    
 GL0242* NAVD 88     -      1116.101  (meters)    3661.74   (feet)  ADJUSTED  
 GL0242  ___________________________________________________________________
 GL0242  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 GL0242  DYNAMIC HT  -        1114.870 (meters)    3657.70  (feet)  COMP
 GL0242  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 GL0242
 GL0242  VERT ORDER  -  SECOND    CLASS 0
 GL0242
 GL0242.The horizontal coordinates were scaled from a topographic map and have
 GL0242.an estimated accuracy of +/- 6 seconds.
 GL0242
 GL0242.The orthometric height was determined by differential leveling
 GL0242.and adjusted by the National Geodetic Survey in June 1991..
 GL0242
 GL0242.The geoid height was determined by GEOID03.
 GL0242
 GL0242.The dynamic height is computed by dividing the NAVD 88
 GL0242.geopotential number by the normal gravity value computed on the
 GL0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0242.degrees latitude (g = 980.6199 gals.).
 GL0242
 GL0242.The modeled gravity was interpolated from observed gravity values.
 GL0242
 GL0242;                    North         East    Units  Estimated Accuracy
 GL0242;SPC TX N     - 1,258,450.      151,090.      MT  (+/- 180 meters Scaled)
 GL0242
 GL0242                          SUPERSEDED SURVEY CONTROL
 GL0242
 GL0242  NGVD 29 (??/??/92) 1115.60   (m)         3660.1    (f) COMPUTED    2 0
 GL0242
 GL0242.Superseded values are not recommended for survey control.
 GL0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0242.See file dsdata.txt to determine how the superseded data were derived.
 GL0242
 GL0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA652244(NAD 83)
 GL0242_MARKER: DB = BENCH MARK DISK
 GL0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0242_STAMPING: D 260 1952
 GL0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0242+STABILITY: SURFACE MOTION
 GL0242
 GL0242  HISTORY     - Date     Condition        Report By
 GL0242  HISTORY     - 1952     MONUMENTED       CGS
 GL0242  HISTORY     - 1962     POOR             USGS
 GL0242
 GL0242                          STATION DESCRIPTION
 GL0242
 GL0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0242'1.7 MI E FROM STRATFORD.
 GL0242'1.7 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GL0242'PECIFIC RAILROAD STATION AT STRATFORD, 52 FEET NORTH OF THE CENTER
 GL0242'LINE OF THE FARM ROAD, 56 FEET WEST OF THE CENTER LINE OF A PRIVATE
 GL0242'NORTH AND SOUTH ROAD, 43 FEET WEST OF A POWER POLE AND FENCE CORNER,
 GL0242'1.2 FEET SOUTH OF A FENCE, 1.3 FEET EAST OF A WITNESS POST, SET IN THE
 GL0242'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GL0242'NOTE-- MARK IS LEANING.  IT APPEARS TO HAVE BEEN HIT.
 GL0242
 GL0242                          STATION RECOVERY (1962)
 GL0242
 GL0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GL0242'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0718 ***********************************************************************
 CT0718  DESIGNATION -  D 262
 CT0718  PID         -  CT0718
 CT0718  STATE/COUNTY-  TX/JONES
 CT0718  USGS QUAD   -  ANSON (1965)
 CT0718
 CT0718                         *CURRENT SURVEY CONTROL
 CT0718  ___________________________________________________________________
 CT0718* NAD 83(1986)-  32 45 02.     (N)    099 53 47.     (W)     SCALED    
 CT0718* NAVD 88     -       529.188  (meters)    1736.18   (feet)  ADJUSTED  
 CT0718  ___________________________________________________________________
 CT0718  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CT0718  DYNAMIC HT  -         528.503 (meters)    1733.93  (feet)  COMP
 CT0718  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 CT0718
 CT0718  VERT ORDER  -  SECOND    CLASS 0
 CT0718
 CT0718.The horizontal coordinates were scaled from a topographic map and have
 CT0718.an estimated accuracy of +/- 6 seconds.
 CT0718
 CT0718.The orthometric height was determined by differential leveling
 CT0718.and adjusted by the National Geodetic Survey in June 1991..
 CT0718
 CT0718.The geoid height was determined by GEOID03.
 CT0718
 CT0718.The dynamic height is computed by dividing the NAVD 88
 CT0718.geopotential number by the normal gravity value computed on the
 CT0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0718.degrees latitude (g = 980.6199 gals.).
 CT0718
 CT0718.The modeled gravity was interpolated from observed gravity values.
 CT0718
 CT0718;                    North         East    Units  Estimated Accuracy
 CT0718;SPC TXNC     - 2,121,060.      469,160.      MT  (+/- 180 meters Scaled)
 CT0718
 CT0718                          SUPERSEDED SURVEY CONTROL
 CT0718
 CT0718  NGVD 29 (??/??/92)  528.995  (m)         1735.54   (f) ADJ UNCH    2 0
 CT0718
 CT0718.Superseded values are not recommended for survey control.
 CT0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0718.See file dsdata.txt to determine how the superseded data were derived.
 CT0718
 CT0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB160239(NAD 83)
 CT0718_MARKER: DB = BENCH MARK DISK
 CT0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0718_SP_SET: CONCRETE BASE
 CT0718_STAMPING: D 262 1934
 CT0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0718
 CT0718  HISTORY     - Date     Condition        Report By
 CT0718  HISTORY     - 1934     MONUMENTED       CGS
 CT0718  HISTORY     - 1961     GOOD             NGS
 CT0718  HISTORY     - 20050526 GOOD             USPSQD
 CT0718
 CT0718                          STATION DESCRIPTION
 CT0718
 CT0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0718'IN ANSON.
 CT0718'AT ANSON, JONES COUNTY, AT THE WATER TOWER, AND IN THE TOP OF THE
 CT0718'SOUTHWEST CONCRETE BASE OF THE SOUTHWEST SUPPORT.  A STANDARD DISK,
 CT0718'STAMPED D 262 1934.
 CT0718
 CT0718                          STATION RECOVERY (2005)
 CT0718
 CT0718'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CT0718'TANK, PID CT1183, HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0357 ***********************************************************************
 DN0357  DESIGNATION -  D 263
 DN0357  PID         -  DN0357
 DN0357  STATE/COUNTY-  TX/COLLIN
 DN0357  USGS QUAD   -  FRISCO (1981)
 DN0357
 DN0357                         *CURRENT SURVEY CONTROL
 DN0357  ___________________________________________________________________
 DN0357* NAD 83(1986)-  33 08 58.     (N)    096 49 19.     (W)     SCALED    
 DN0357* NAVD 88     -       216.363  (meters)     709.85   (feet)  ADJUSTED  
 DN0357  ___________________________________________________________________
 DN0357  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DN0357  DYNAMIC HT  -         216.124 (meters)     709.07  (feet)  COMP
 DN0357  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 DN0357
 DN0357  VERT ORDER  -  SECOND    CLASS 0
 DN0357
 DN0357.The horizontal coordinates were scaled from a topographic map and have
 DN0357.an estimated accuracy of +/- 6 seconds.
 DN0357
 DN0357.The orthometric height was determined by differential leveling
 DN0357.and adjusted by the National Geodetic Survey in June 1991..
 DN0357
 DN0357.The geoid height was determined by GEOID03.
 DN0357
 DN0357.The dynamic height is computed by dividing the NAVD 88
 DN0357.geopotential number by the normal gravity value computed on the
 DN0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0357.degrees latitude (g = 980.6199 gals.).
 DN0357
 DN0357.The modeled gravity was interpolated from observed gravity values.
 DN0357
 DN0357;                    North         East    Units  Estimated Accuracy
 DN0357;SPC TXNC     - 2,165,680.      756,530.      MT  (+/- 180 meters Scaled)
 DN0357
 DN0357                          SUPERSEDED SURVEY CONTROL
 DN0357
 DN0357  NGVD 29 (??/??/92)  216.376  (m)          709.89   (f) ADJ UNCH    2 0
 DN0357
 DN0357.Superseded values are not recommended for survey control.
 DN0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0357.See file dsdata.txt to determine how the superseded data were derived.
 DN0357
 DN0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB031699(NAD 83)
 DN0357_MARKER: DB = BENCH MARK DISK
 DN0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0357_SP_SET: CONCRETE BASE
 DN0357_STAMPING: D 263 1934
 DN0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0357+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0357
 DN0357  HISTORY     - Date     Condition        Report By
 DN0357  HISTORY     - 1934     MONUMENTED       CGS
 DN0357  HISTORY     - 1954     GOOD             NGS
 DN0357  HISTORY     - 19910707 GOOD             USPSQD
 DN0357  HISTORY     - 19910715 GOOD             USPSQD
 DN0357  HISTORY     - 20051031 GOOD             BOHAN
 DN0357
 DN0357                          STATION DESCRIPTION
 DN0357
 DN0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0357'0.4 MI E FROM FRISCO.
 DN0357'0.4 MILE EAST ALONG OLD STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0357'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, 291 FEET SOUTH OF THE
 DN0357'CENTER LINE OF THE HIGHWAY, 1.0 FOOT ABOVE THE GROUND, SET IN THE TOP
 DN0357'OF THE SOUTHEAST SIDE OF THE SOUTHEAST CONCRETE BASE OF THE SOUTHEAST
 DN0357'LEG OF THE CITY WATER TOWER.
 DN0357
 DN0357                          STATION RECOVERY (1991)
 DN0357
 DN0357'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0357'RECOVERED IN GOOD CONDITION.
 DN0357
 DN0357                          STATION RECOVERY (1991)
 DN0357
 DN0357'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0357'RECOVERED IN GOOD CONDITION.
 DN0357
 DN0357                          STATION RECOVERY (2005)
 DN0357
 DN0357'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0521 ***********************************************************************
 DN0521  DESIGNATION -  D 264
 DN0521  PID         -  DN0521
 DN0521  STATE/COUNTY-  TX/GRAYSON
 DN0521  USGS QUAD   -  SHERMAN (1974)
 DN0521
 DN0521                         *CURRENT SURVEY CONTROL
 DN0521  ___________________________________________________________________
 DN0521* NAD 83(1986)-  33 42 17.     (N)    096 33 35.     (W)     SCALED    
 DN0521* NAVD 88     -       202.627  (meters)     664.79   (feet)  ADJUSTED  
 DN0521  ___________________________________________________________________
 DN0521  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DN0521  DYNAMIC HT  -         202.409 (meters)     664.07  (feet)  COMP
 DN0521  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DN0521
 DN0521  VERT ORDER  -  SECOND    CLASS 0
 DN0521
 DN0521.The horizontal coordinates were scaled from a topographic map and have
 DN0521.an estimated accuracy of +/- 6 seconds.
 DN0521
 DN0521.The orthometric height was determined by differential leveling
 DN0521.and adjusted by the National Geodetic Survey in June 1991..
 DN0521
 DN0521.The geoid height was determined by GEOID03.
 DN0521
 DN0521.The dynamic height is computed by dividing the NAVD 88
 DN0521.geopotential number by the normal gravity value computed on the
 DN0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0521.degrees latitude (g = 980.6199 gals.).
 DN0521
 DN0521.The modeled gravity was interpolated from observed gravity values.
 DN0521
 DN0521;                    North         East    Units  Estimated Accuracy
 DN0521;SPC TXNC     - 2,227,670.      779,850.      MT  (+/- 180 meters Scaled)
 DN0521
 DN0521                          SUPERSEDED SURVEY CONTROL
 DN0521
 DN0521  NGVD 29 (??/??/92)  202.605  (m)          664.71   (f) ADJ UNCH    2 0
 DN0521
 DN0521.Superseded values are not recommended for survey control.
 DN0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0521.See file dsdata.txt to determine how the superseded data were derived.
 DN0521
 DN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC261320(NAD 83)
 DN0521_MARKER: DB = BENCH MARK DISK
 DN0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0521_STAMPING: D 264 1934
 DN0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0521+STABILITY: SURFACE MOTION
 DN0521
 DN0521  HISTORY     - Date     Condition        Report By
 DN0521  HISTORY     - 1934     MONUMENTED       CGS
 DN0521  HISTORY     - 1952     GOOD             NGS
 DN0521
 DN0521                          STATION DESCRIPTION
 DN0521
 DN0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0521'4.05 MI S FROM DENISON.
 DN0521'4.05 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 DN0521'UNION STATION AT DENISON, 99 FEET SOUTHWEST OF MILEPOST 334, 82 FEET
 DN0521'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 67.6 FEET WEST OF
 DN0521'THE WEST RAIL, 63.4 FEET NORTHWEST OF A TELEPHONE POLE, 4.5 FEET
 DN0521'SOUTHEAST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A WITNESS POST, SET
 DN0521'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 DN0521'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0717 ***********************************************************************
 CS0717  DESIGNATION -  D 266
 CS0717  PID         -  CS0717
 CS0717  STATE/COUNTY-  TX/ELLIS
 CS0717  USGS QUAD   -  AVALON (1976)
 CS0717
 CS0717                         *CURRENT SURVEY CONTROL
 CS0717  ___________________________________________________________________
 CS0717* NAD 83(1986)-  32 13 25.     (N)    096 52 28.     (W)     SCALED    
 CS0717* NAVD 88     -       144.140  (meters)     472.90   (feet)  ADJUSTED  
 CS0717  ___________________________________________________________________
 CS0717  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CS0717  DYNAMIC HT  -         143.968 (meters)     472.33  (feet)  COMP
 CS0717  MODELED GRAV-     979,447.5   (mgal)                       NAVD 88
 CS0717
 CS0717  VERT ORDER  -  SECOND    CLASS 0
 CS0717
 CS0717.The horizontal coordinates were scaled from a topographic map and have
 CS0717.an estimated accuracy of +/- 6 seconds.
 CS0717
 CS0717.The orthometric height was determined by differential leveling
 CS0717.and adjusted by the National Geodetic Survey in June 1991..
 CS0717
 CS0717.The geoid height was determined by GEOID03.
 CS0717
 CS0717.The dynamic height is computed by dividing the NAVD 88
 CS0717.geopotential number by the normal gravity value computed on the
 CS0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0717.degrees latitude (g = 980.6199 gals.).
 CS0717
 CS0717.The modeled gravity was interpolated from observed gravity values.
 CS0717
 CS0717;                    North         East    Units  Estimated Accuracy
 CS0717;SPC TXNC     - 2,062,950.      753,220.      MT  (+/- 180 meters Scaled)
 CS0717
 CS0717                          SUPERSEDED SURVEY CONTROL
 CS0717
 CS0717  NGVD 29 (??/??/92)  144.127  (m)          472.86   (f) ADJ UNCH    2 0
 CS0717
 CS0717.Superseded values are not recommended for survey control.
 CS0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0717.See file dsdata.txt to determine how the superseded data were derived.
 CS0717
 CS0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA003672(NAD 83)
 CS0717_MARKER: DB = BENCH MARK DISK
 CS0717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0717_SP_SET: ABUTMENT
 CS0717_STAMPING: D 266 1934
 CS0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0717
 CS0717  HISTORY     - Date     Condition        Report By
 CS0717  HISTORY     - 1934     MONUMENTED       CGS
 CS0717
 CS0717                          STATION DESCRIPTION
 CS0717
 CS0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0717'3.5 MI N FROM ITALY.
 CS0717'3.5 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS0717'ITALY, ELLIS COUNTY, AT BRIDGE D 809.6 OVER CHAMBERS CREEK, IN THE
 CS0717'NORTH END OF THE WEST CONCRETE ABUTMENT, AND 12 FEET WEST OF THE
 CS0717'TRACK.  A STANDARD DISK, STAMPED D 266 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0541 ***********************************************************************
 CR0541  DESIGNATION -  D 267
 CR0541  PID         -  CR0541
 CR0541  STATE/COUNTY-  TX/HENDERSON
 CR0541  USGS QUAD   -  ATHENS (1984)
 CR0541
 CR0541                         *CURRENT SURVEY CONTROL
 CR0541  ___________________________________________________________________
 CR0541* NAD 83(1986)-  32 07 44.     (N)    095 48 58.     (W)     SCALED    
 CR0541* NAVD 88     -       142.087  (meters)     466.16   (feet)  ADJUSTED  
 CR0541  ___________________________________________________________________
 CR0541  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CR0541  DYNAMIC HT  -         141.921 (meters)     465.62  (feet)  COMP
 CR0541  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 CR0541
 CR0541  VERT ORDER  -  SECOND    CLASS 0
 CR0541
 CR0541.The horizontal coordinates were scaled from a topographic map and have
 CR0541.an estimated accuracy of +/- 6 seconds.
 CR0541
 CR0541.The orthometric height was determined by differential leveling
 CR0541.and adjusted by the National Geodetic Survey in June 1991..
 CR0541
 CR0541.The geoid height was determined by GEOID03.
 CR0541
 CR0541.The dynamic height is computed by dividing the NAVD 88
 CR0541.geopotential number by the normal gravity value computed on the
 CR0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0541.degrees latitude (g = 980.6199 gals.).
 CR0541
 CR0541.The modeled gravity was interpolated from observed gravity values.
 CR0541
 CR0541;                    North         East    Units  Estimated Accuracy
 CR0541;SPC TXNC     - 2,054,490.      853,230.      MT  (+/- 180 meters Scaled)
 CR0541
 CR0541                          SUPERSEDED SURVEY CONTROL
 CR0541
 CR0541  NGVD 29 (??/??/92)  142.087  (m)          466.16   (f) ADJ UNCH    2 0
 CR0541
 CR0541.Superseded values are not recommended for survey control.
 CR0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0541.See file dsdata.txt to determine how the superseded data were derived.
 CR0541
 CR0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR343581(NAD 83)
 CR0541_MARKER: DB = BENCH MARK DISK
 CR0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0541_STAMPING: D 267 1934
 CR0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0541+STABILITY: SURFACE MOTION
 CR0541
 CR0541  HISTORY     - Date     Condition        Report By
 CR0541  HISTORY     - 1934     MONUMENTED       CGS
 CR0541  HISTORY     - 1942     GOOD             NGS
 CR0541  HISTORY     - 1977     GOOD             USGS
 CR0541
 CR0541                          STATION DESCRIPTION
 CR0541
 CR0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0541'6.5 MI S FROM ATHENS.
 CR0541'6.5 MILES S OF AND ALONG STATE HIGHWAY NO. 19 16 YARDS S OF THE CENTER
 CR0541'OF THE HIGHWAY.  59 YARDS N OF VIRGINIA HILL TABERNACLE.  47 YARDS NE
 CR0541'OF AN OLD STYLE BUCKET TYPE WELL.
 CR0541
 CR0541                          STATION RECOVERY (1942)
 CR0541
 CR0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CR0541'RECOVERED IN GOOD CONDITION.
 CR0541
 CR0541                          STATION RECOVERY (1977)
 CR0541
 CR0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0541'5.6 MI. SE ALONG STATE HWY. 19 FROM THE COURTHOUSE AT ATHENS TO A
 CR0541'GRADED ROAD EAST AND SIGN VIRGINIA HILL CHURCH, PROCEEDE LEFT, EAST,
 CR0541'0.2 MI. TO A T-RD. PROCEEDE RIGHT, SE, 0.1 MI. TO A FORK, TAKE RIGHT
 CR0541'FORK AND CONTINUE 0.05 MI. TO THE BENCH MARK. THE BENCH MARK IS ABOUT
 CR0541'160 FT. NE OF THE NE CORNER OF THE CHURCH, 40 FT. SW OF THE C/L OF
 CR0541'THE ROAD AND AT A 4 INCH TREE. A STANDARD TABLET SET IN A CONCRETE
 CR0541'POST PROJECTING ABOUT 0.7 FT. AND STAMPED D 267 1934. NOTE-- THE
 CR0541'SMALL TREE WILL EVENTUALLY DESTROY THE BENCH MARK, IT MAY BE
 CR0541'DISTURBED NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0775 ***********************************************************************
 CR0775  DESIGNATION -  D 268
 CR0775  PID         -  CR0775
 CR0775  STATE/COUNTY-  TX/HENDERSON
 CR0775  USGS QUAD   -  MURCHISON WEST (1984)
 CR0775
 CR0775                         *CURRENT SURVEY CONTROL
 CR0775  ___________________________________________________________________
 CR0775* NAD 83(1986)-  32 16 00.     (N)    095 47 44.     (W)     SCALED    
 CR0775* NAVD 88     -       166.264  (meters)     545.48   (feet)  ADJUSTED  
 CR0775  ___________________________________________________________________
 CR0775  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CR0775  DYNAMIC HT  -         166.070 (meters)     544.85  (feet)  COMP
 CR0775  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 CR0775
 CR0775  VERT ORDER  -  SECOND    CLASS 0
 CR0775
 CR0775.The horizontal coordinates were scaled from a topographic map and have
 CR0775.an estimated accuracy of +/- 6 seconds.
 CR0775
 CR0775.The orthometric height was determined by differential leveling
 CR0775.and adjusted by the National Geodetic Survey in June 1991..
 CR0775
 CR0775.The geoid height was determined by GEOID03.
 CR0775
 CR0775.The dynamic height is computed by dividing the NAVD 88
 CR0775.geopotential number by the normal gravity value computed on the
 CR0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0775.degrees latitude (g = 980.6199 gals.).
 CR0775
 CR0775.The modeled gravity was interpolated from observed gravity values.
 CR0775
 CR0775;                    North         East    Units  Estimated Accuracy
 CR0775;SPC TXNC     - 2,069,820.      854,770.      MT  (+/- 180 meters Scaled)
 CR0775
 CR0775                          SUPERSEDED SURVEY CONTROL
 CR0775
 CR0775  NGVD 29 (??/??/92)  166.269  (m)          545.50   (f) ADJ UNCH    2 0
 CR0775
 CR0775.Superseded values are not recommended for survey control.
 CR0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0775.See file dsdata.txt to determine how the superseded data were derived.
 CR0775
 CR0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR366734(NAD 83)
 CR0775_MARKER: DB = BENCH MARK DISK
 CR0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0775_STAMPING: D 268 1934
 CR0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0775+STABILITY: SURFACE MOTION
 CR0775
 CR0775  HISTORY     - Date     Condition        Report By
 CR0775  HISTORY     - 1934     MONUMENTED       CGS
 CR0775  HISTORY     - 1942     GOOD             NGS
 CR0775  HISTORY     - 1978     MARK NOT FOUND   USGS
 CR0775  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 CR0775
 CR0775                          STATION DESCRIPTION
 CR0775
 CR0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0775'3.3 MI SW FROM MURCHISON.
 CR0775'3.3 MILES SW OF AND ALONG THE ST. L AND SW RR 11 N OF TRACK.  57 YARDS
 CR0775'E OF ASH SWITCH.  310 YARDS W OF MILE POST 578.  40 FEET S OF OLD
 CR0775'ROAD.
 CR0775
 CR0775                          STATION RECOVERY (1942)
 CR0775
 CR0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CR0775'RECOVERED IN GOOD CONDITION.
 CR0775
 CR0775                          STATION RECOVERY (1978)
 CR0775
 CR0775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0775'MARK NOT FOUND.
 CR0775
 CR0775                          STATION RECOVERY (2004)
 CR0775
 CR0775'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1808 ***********************************************************************
 CS1808  DESIGNATION -  D 269
 CS1808  PID         -  CS1808
 CS1808  STATE/COUNTY-  TX/TARRANT
 CS1808  USGS QUAD   -  KENNEDALE (1981)
 CS1808
 CS1808                         *CURRENT SURVEY CONTROL
 CS1808  ___________________________________________________________________
 CS1808* NAD 83(1986)-  32 43 56.     (N)    097 09 47.     (W)     SCALED    
 CS1808* NAVD 88     -       157.602  (meters)     517.07   (feet)  ADJUSTED  
 CS1808  ___________________________________________________________________
 CS1808  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CS1808  DYNAMIC HT  -         157.419 (meters)     516.47  (feet)  COMP
 CS1808  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 CS1808
 CS1808  VERT ORDER  -  FIRST     CLASS II
 CS1808
 CS1808.The horizontal coordinates were scaled from a topographic map and have
 CS1808.an estimated accuracy of +/- 6 seconds.
 CS1808
 CS1808.The orthometric height was determined by differential leveling
 CS1808.and adjusted by the National Geodetic Survey in June 1991..
 CS1808
 CS1808.The geoid height was determined by GEOID03.
 CS1808
 CS1808.The dynamic height is computed by dividing the NAVD 88
 CS1808.geopotential number by the normal gravity value computed on the
 CS1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1808.degrees latitude (g = 980.6199 gals.).
 CS1808
 CS1808.The modeled gravity was interpolated from observed gravity values.
 CS1808
 CS1808;                    North         East    Units  Estimated Accuracy
 CS1808;SPC TXNC     - 2,118,960.      725,300.      MT  (+/- 180 meters Scaled)
 CS1808
 CS1808                          SUPERSEDED SURVEY CONTROL
 CS1808
 CS1808  NGVD 29 (??/??/92)  157.597  (m)          517.05   (f) ADJ UNCH    1 2
 CS1808
 CS1808.Superseded values are not recommended for survey control.
 CS1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1808.See file dsdata.txt to determine how the superseded data were derived.
 CS1808
 CS1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB721230(NAD 83)
 CS1808_MARKER: DB = BENCH MARK DISK
 CS1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1808_STAMPING: D 269 1934
 CS1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1808+STABILITY: SURFACE MOTION
 CS1808
 CS1808  HISTORY     - Date     Condition        Report By
 CS1808  HISTORY     - 1934     MONUMENTED       CGS
 CS1808  HISTORY     - 1951     GOOD             NGS
 CS1808  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1808  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1808  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1808
 CS1808                          STATION DESCRIPTION
 CS1808
 CS1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS1808'3.25 MI E FROM HANDLEY.
 CS1808'3.25 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CS1808'OFFICE AT HANDLEY, OPPOSITE MILEPOST 236, 90 FEET NORTH OF THE NORTH
 CS1808'RAIL OF THE NORTH TRACK, 95 FEET SOUTH OF A STEEL WINDMILL, 5 FEET
 CS1808'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 CS1808'FOOT ABOVE THE GROUND.
 CS1808
 CS1808                          STATION RECOVERY (1986)
 CS1808
 CS1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1808'MARK NOT FOUND.
 CS1808
 CS1808                          STATION RECOVERY (1989)
 CS1808
 CS1808'RECOVERY NOTE BY US POWER SQUADRON 1989 (CDS)
 CS1808'MARK NOT FOUND.
 CS1808
 CS1808                          STATION RECOVERY (1996)
 CS1808
 CS1808'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0340 ***********************************************************************
 DO0340  DESIGNATION -  D 270
 DO0340  PID         -  DO0340
 DO0340  STATE/COUNTY-  TX/ARCHER
 DO0340  USGS QUAD   -  HOLLIDAY (1966)
 DO0340
 DO0340                         *CURRENT SURVEY CONTROL
 DO0340  ___________________________________________________________________
 DO0340* NAD 83(1986)-  33 49 31.     (N)    098 39 42.     (W)     SCALED    
 DO0340* NAVD 88     -       308.710  (meters)    1012.83   (feet)  ADJUSTED  
 DO0340  ___________________________________________________________________
 DO0340  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DO0340  DYNAMIC HT  -         308.364 (meters)    1011.69  (feet)  COMP
 DO0340  MODELED GRAV-     979,508.4   (mgal)                       NAVD 88
 DO0340
 DO0340  VERT ORDER  -  SECOND    CLASS 0
 DO0340
 DO0340.The horizontal coordinates were scaled from a topographic map and have
 DO0340.an estimated accuracy of +/- 6 seconds.
 DO0340
 DO0340.The orthometric height was determined by differential leveling
 DO0340.and adjusted by the National Geodetic Survey in June 1991..
 DO0340
 DO0340.The geoid height was determined by GEOID03.
 DO0340
 DO0340.The dynamic height is computed by dividing the NAVD 88
 DO0340.geopotential number by the normal gravity value computed on the
 DO0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0340.degrees latitude (g = 980.6199 gals.).
 DO0340
 DO0340.The modeled gravity was interpolated from observed gravity values.
 DO0340
 DO0340;                    North         East    Units  Estimated Accuracy
 DO0340;SPC TXNC     - 2,239,390.      585,030.      MT  (+/- 180 meters Scaled)
 DO0340
 DO0340                          SUPERSEDED SURVEY CONTROL
 DO0340
 DO0340  NGVD 29 (??/??/92)  308.617  (m)         1012.52   (f) ADJ UNCH    2 0
 DO0340
 DO0340.Superseded values are not recommended for survey control.
 DO0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0340.See file dsdata.txt to determine how the superseded data were derived.
 DO0340
 DO0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC313428(NAD 83)
 DO0340_MARKER: DB = BENCH MARK DISK
 DO0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0340_SP_SET: CULVERT
 DO0340_STAMPING: D 270 1934
 DO0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0340
 DO0340  HISTORY     - Date     Condition        Report By
 DO0340  HISTORY     - 1934     MONUMENTED       CGS
 DO0340  HISTORY     - 1957     GOOD             NGS
 DO0340  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0340  HISTORY     - 20060119 POOR             INDIV
 DO0340
 DO0340                          STATION DESCRIPTION
 DO0340
 DO0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0340'4.5 MI SW FROM ALLENDALE.
 DO0340'IN ARCHER COUNTY, 4.5 MILES SOUTHWEST ALONG THE WICHITA VALLEY RAILWAY
 DO0340'FROM ALLENDALE, WICHITA COUNTY, 0.3 MILE SOUTHWEST OF MILEPOST 12, AT
 DO0340'CULVERT 12-31, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 DO0340'CONCRETE HEADWALL, AND 12 FEET NORTHWEST OF THE CENTERLINE OF THE
 DO0340'TRACK.
 DO0340
 DO0340                          STATION RECOVERY (2001)
 DO0340
 DO0340'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0340'MARK NOT FOUND.
 DO0340
 DO0340                          STATION RECOVERY (2006)
 DO0340
 DO0340'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CHT)
 DO0340'RAILROAD TRACKS REMOVED, HEADWALL FOUND AS DESCRIBED WITH METAL STUB
 DO0340'IN PLACE. NO DISK FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0427 ***********************************************************************
 DO0427  DESIGNATION -  D 271
 DO0427  PID         -  DO0427
 DO0427  STATE/COUNTY-  TX/THROCKMORTON
 DO0427  USGS QUAD   -  ROCK CANYON (1981)
 DO0427
 DO0427                         *CURRENT SURVEY CONTROL
 DO0427  ___________________________________________________________________
 DO0427* NAD 83(1986)-  33 24 34.     (N)    099 13 03.     (W)     SCALED    
 DO0427* NAVD 88     -       415.132  (meters)    1361.98   (feet)  ADJUSTED  
 DO0427  ___________________________________________________________________
 DO0427  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DO0427  DYNAMIC HT  -         414.645 (meters)    1360.38  (feet)  COMP
 DO0427  MODELED GRAV-     979,452.4   (mgal)                       NAVD 88
 DO0427
 DO0427  VERT ORDER  -  SECOND    CLASS 0
 DO0427
 DO0427.The horizontal coordinates were scaled from a topographic map and have
 DO0427.an estimated accuracy of +/- 6 seconds.
 DO0427
 DO0427.The orthometric height was determined by differential leveling
 DO0427.and adjusted by the National Geodetic Survey in June 1991..
 DO0427
 DO0427.The geoid height was determined by GEOID03.
 DO0427
 DO0427.The dynamic height is computed by dividing the NAVD 88
 DO0427.geopotential number by the normal gravity value computed on the
 DO0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0427.degrees latitude (g = 980.6199 gals.).
 DO0427
 DO0427.The modeled gravity was interpolated from observed gravity values.
 DO0427
 DO0427;                    North         East    Units  Estimated Accuracy
 DO0427;SPC TXNC     - 2,193,490.      533,270.      MT  (+/- 180 meters Scaled)
 DO0427
 DO0427                          SUPERSEDED SURVEY CONTROL
 DO0427
 DO0427  NGVD 29 (??/??/92)  415.010  (m)         1361.58   (f) ADJ UNCH    2 0
 DO0427
 DO0427.Superseded values are not recommended for survey control.
 DO0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0427.See file dsdata.txt to determine how the superseded data were derived.
 DO0427
 DO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB797967(NAD 83)
 DO0427_MARKER: DB = BENCH MARK DISK
 DO0427_SETTING: 66 = SET IN ROCK OUTCROP
 DO0427_SP_SET: OUTCROP
 DO0427_STAMPING: D-271 1934
 DO0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0427+STABILITY: POSITION/ELEVATION WELL
 DO0427
 DO0427  HISTORY     - Date     Condition        Report By
 DO0427  HISTORY     - 1934     MONUMENTED       CGS
 DO0427  HISTORY     - 1965     GOOD             USGS
 DO0427
 DO0427                          STATION DESCRIPTION
 DO0427
 DO0427'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0427'13.98 MI SW FROM SEYMOUR.
 DO0427'13.98 MILES SOUTHWEST ALONG U.S HIGHWAY NO. 283 FROM SEYMOUR, TEXAS.
 DO0427'16.97 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 283 FROM THE JUNCTION OF
 DO0427'U.S. 283 AND STATE 24 IN THROCKMORTON TEXAS.  84 FEET EAST FROM CENTER
 DO0427'LINE OF THE HIGHWAY, 46 FEET SOUTH OF A LARGE CONCRETE CULVERT, A
 DO0427'STANDARD DISK SET IN A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2349 ***********************************************************************
 CS2349  DESIGNATION -  D 272
 CS2349  PID         -  CS2349
 CS2349  STATE/COUNTY-  TX/PARKER
 CS2349  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2349
 CS2349                         *CURRENT SURVEY CONTROL
 CS2349  ___________________________________________________________________
 CS2349* NAD 83(1986)-  32 48 54.     (N)    097 52 20.     (W)     SCALED    
 CS2349* NAVD 88     -       367.446  (meters)    1205.53   (feet)  ADJUSTED  
 CS2349  ___________________________________________________________________
 CS2349  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CS2349  DYNAMIC HT  -         366.995 (meters)    1204.05  (feet)  COMP
 CS2349  MODELED GRAV-     979,402.4   (mgal)                       NAVD 88
 CS2349
 CS2349  VERT ORDER  -  SECOND    CLASS 0
 CS2349
 CS2349.The horizontal coordinates were scaled from a topographic map and have
 CS2349.an estimated accuracy of +/- 6 seconds.
 CS2349
 CS2349.The orthometric height was determined by differential leveling
 CS2349.and adjusted by the National Geodetic Survey in June 1991..
 CS2349
 CS2349.The geoid height was determined by GEOID03.
 CS2349
 CS2349.The dynamic height is computed by dividing the NAVD 88
 CS2349.geopotential number by the normal gravity value computed on the
 CS2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2349.degrees latitude (g = 980.6199 gals.).
 CS2349
 CS2349.The modeled gravity was interpolated from observed gravity values.
 CS2349
 CS2349;                    North         East    Units  Estimated Accuracy
 CS2349;SPC TXNC     - 2,127,510.      658,780.      MT  (+/- 180 meters Scaled)
 CS2349
 CS2349                          SUPERSEDED SURVEY CONTROL
 CS2349
 CS2349  NGVD 29 (??/??/92)  367.341  (m)         1205.18   (f) ADJ UNCH    2 0
 CS2349
 CS2349.Superseded values are not recommended for survey control.
 CS2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2349.See file dsdata.txt to determine how the superseded data were derived.
 CS2349
 CS2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB055313(NAD 83)
 CS2349_MARKER: DB = BENCH MARK DISK
 CS2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2349_STAMPING: D 272 1934 1205.250
 CS2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2349+STABILITY: SURFACE MOTION
 CS2349
 CS2349  HISTORY     - Date     Condition        Report By
 CS2349  HISTORY     - 1934     MONUMENTED       CGS
 CS2349  HISTORY     - 1952     GOOD             NGS
 CS2349  HISTORY     - 19971128 GOOD             USPSQD
 CS2349  HISTORY     - 20040327 GOOD             USPSQD
 CS2349
 CS2349                          STATION DESCRIPTION
 CS2349
 CS2349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2349'5.9 MI NW FROM WEATHERFORD.
 CS2349'ABOUT 5.9 MILES NORTHWEST, ALONG THE WEATHERFORD, MINERAL WELLS AND
 CS2349'NORTHWESTERN RAILWAY, FROM THE DEPOT AT WEATHERFORD, PARKER COUNTY,
 CS2349'0.1 MILE SOUTHEAST OF MILEPOST 6, 0.2 MILE NORTHWEST OF A ROAD
 CS2349'CROSSING.  52 FEET SOUTH OF THE CENTERLINE OF THE TRACKS, 3 FEET WEST
 CS2349'OF THE OLD CORNER POST AND 3 FEET SOUTHWEST OF THE SOUTH RIGHT-OF-WAY
 CS2349'FENCE.  IT IS AT THE EAST EDGE OF BRUSH LINE.  NOTE-- TO REACH FROM
 CS2349'WEATHERFORD-- GO WEST ON THE HIGHWAY 1.4 MILES.  THEN TAKE A RIGHT
 CS2349'FORK AND FOLLOW THE COUNTY ROAD 2.5 MILE TO THE CROSSING OF THE MAIN
 CS2349'RIGHT FORKS, 3.0 MILES TO THE RAILROAD CROSSING AN THE MARK TO THE
 CS2349'LEFT AS DESCRIBED.
 CS2349
 CS2349                          STATION RECOVERY (1997)
 CS2349
 CS2349'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2349'RECOVERED IN GOOD CONDITION.
 CS2349
 CS2349                          STATION RECOVERY (2004)
 CS2349
 CS2349'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0288 ***********************************************************************
 CT0288  DESIGNATION -  D 273
 CT0288  PID         -  CT0288
 CT0288  STATE/COUNTY-  TX/STEPHENS
 CT0288  USGS QUAD   -  CADDO (1982)
 CT0288
 CT0288                         *CURRENT SURVEY CONTROL
 CT0288  ___________________________________________________________________
 CT0288* NAD 83(1986)-  32 43 56.     (N)    098 43 07.     (W)     SCALED    
 CT0288* NAVD 88     -       377.614  (meters)    1238.89   (feet)  ADJUSTED  
 CT0288  ___________________________________________________________________
 CT0288  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT0288  DYNAMIC HT  -         377.141 (meters)    1237.34  (feet)  COMP
 CT0288  MODELED GRAV-     979,374.2   (mgal)                       NAVD 88
 CT0288
 CT0288  VERT ORDER  -  SECOND    CLASS 0
 CT0288
 CT0288.The horizontal coordinates were scaled from a topographic map and have
 CT0288.an estimated accuracy of +/- 6 seconds.
 CT0288
 CT0288.The orthometric height was determined by differential leveling
 CT0288.and adjusted by the National Geodetic Survey in June 1991..
 CT0288
 CT0288.The geoid height was determined by GEOID03.
 CT0288
 CT0288.The dynamic height is computed by dividing the NAVD 88
 CT0288.geopotential number by the normal gravity value computed on the
 CT0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0288.degrees latitude (g = 980.6199 gals.).
 CT0288
 CT0288.The modeled gravity was interpolated from observed gravity values.
 CT0288
 CT0288;                    North         East    Units  Estimated Accuracy
 CT0288;SPC TXNC     - 2,118,180.      579,510.      MT  (+/- 180 meters Scaled)
 CT0288
 CT0288                          SUPERSEDED SURVEY CONTROL
 CT0288
 CT0288  NGVD 29 (??/??/92)  377.514  (m)         1238.56   (f) ADJ UNCH    2 0
 CT0288
 CT0288.Superseded values are not recommended for survey control.
 CT0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0288.See file dsdata.txt to determine how the superseded data were derived.
 CT0288
 CT0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB263216(NAD 83)
 CT0288_MARKER: DB = BENCH MARK DISK
 CT0288_SETTING: 66 = SET IN ROCK OUTCROP
 CT0288_SP_SET: ROCK OUTCROP
 CT0288_STAMPING: D 273 1934
 CT0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0288+STABILITY: POSITION/ELEVATION WELL
 CT0288
 CT0288  HISTORY     - Date     Condition        Report By
 CT0288  HISTORY     - 1934     MONUMENTED       CGS
 CT0288  HISTORY     - 1957     GOOD             NGS
 CT0288  HISTORY     - 1967     MARK NOT FOUND   USGS
 CT0288
 CT0288                          STATION DESCRIPTION
 CT0288
 CT0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0288'3.4 MI W FROM CADDO.
 CT0288'3.4 MILES WEST ALONG U. S. HIGHWAY 180 FROM CADDO, STEPHENS COUNTY,
 CT0288'0.1 MILE WEST OF A CONCRETE BRIDGE, 52 FEET NORTH OF A CONCRETE
 CT0288'CULVERT, 65 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A
 CT0288'ROCK OUTCROP MARKED WITH A PYRAMID OF ROCKS.  NOTE-- THE MARK IS 0.15
 CT0288'MILE WEST OF A CONCRETE BRIDGE, AND 13 FEET NORTH OF THE RIGHT-OF-WAY
 CT0288'FENCE LINE.
 CT0288
 CT0288                          STATION RECOVERY (1967)
 CT0288
 CT0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CT0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0410 ***********************************************************************
 CA0410  DESIGNATION -  D 275
 CA0410  PID         -  CA0410
 CA0410  STATE/COUNTY-  TX/COLEMAN
 CA0410  USGS QUAD   -  COLEMAN NE (1987)
 CA0410
 CA0410                         *CURRENT SURVEY CONTROL
 CA0410  ___________________________________________________________________
 CA0410* NAD 83(1986)-  31 54 17.     (N)    099 20 03.     (W)     SCALED    
 CA0410* NAVD 88     -       502.147  (meters)    1647.46   (feet)  ADJUSTED  
 CA0410  ___________________________________________________________________
 CA0410  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CA0410  DYNAMIC HT  -         501.493 (meters)    1645.32  (feet)  COMP
 CA0410  MODELED GRAV-     979,320.5   (mgal)                       NAVD 88
 CA0410
 CA0410  VERT ORDER  -  SECOND    CLASS 0
 CA0410
 CA0410.The horizontal coordinates were scaled from a topographic map and have
 CA0410.an estimated accuracy of +/- 6 seconds.
 CA0410
 CA0410.The orthometric height was determined by differential leveling
 CA0410.and adjusted by the National Geodetic Survey in June 1991..
 CA0410
 CA0410.The geoid height was determined by GEOID03.
 CA0410
 CA0410.The dynamic height is computed by dividing the NAVD 88
 CA0410.geopotential number by the normal gravity value computed on the
 CA0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0410.degrees latitude (g = 980.6199 gals.).
 CA0410
 CA0410.The modeled gravity was interpolated from observed gravity values.
 CA0410
 CA0410;                    North         East    Units  Estimated Accuracy
 CA0410;SPC TX C     - 3,248,540.      794,510.      MT  (+/- 180 meters Scaled)
 CA0410
 CA0410                          SUPERSEDED SURVEY CONTROL
 CA0410
 CA0410  NGVD 29 (??/??/92)  502.027  (m)         1647.07   (f) ADJ UNCH    2 0
 CA0410
 CA0410.Superseded values are not recommended for survey control.
 CA0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0410.See file dsdata.txt to determine how the superseded data were derived.
 CA0410
 CA0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA684299(NAD 83)
 CA0410_MARKER: DB = BENCH MARK DISK
 CA0410_SETTING: 66 = SET IN ROCK OUTCROP
 CA0410_SP_SET: ROCK OUTCROP
 CA0410_STAMPING: D 275 1934
 CA0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0410+STABILITY: POSITION/ELEVATION WELL
 CA0410
 CA0410  HISTORY     - Date     Condition        Report By
 CA0410  HISTORY     - 1934     MONUMENTED       CGS
 CA0410  HISTORY     - 1960     MARK NOT FOUND   USGS
 CA0410
 CA0410                          STATION DESCRIPTION
 CA0410
 CA0410'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CA0410'7.6 MI NE FROM COLEMAN.
 CA0410'7.6 MILES NORTHEAST ALONG STATE HIGHWAY 206 FROM BURKETT, COLEMAN
 CA0410'COUNTY, MIDWAY OF A LONG GRADE, 35 FEET SOUTHEAST OF THE CENTERLINE OF
 CA0410'THE HIGHWAY, 6 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND IN THE
 CA0410'TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED D 275 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0199 ***********************************************************************
 CR0199  DESIGNATION -  D 278
 CR0199  PID         -  CR0199
 CR0199  STATE/COUNTY-  TX/HARRISON
 CR0199  USGS QUAD   -  EASTON (1983)
 CR0199
 CR0199                         *CURRENT SURVEY CONTROL
 CR0199  ___________________________________________________________________
 CR0199* NAD 83(1986)-  32 24 16.     (N)    094 37 09.     (W)     SCALED    
 CR0199* NAVD 88     -        76.261  (meters)     250.20   (feet)  ADJUSTED  
 CR0199  ___________________________________________________________________
 CR0199  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0199  DYNAMIC HT  -          76.174 (meters)     249.91  (feet)  COMP
 CR0199  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 CR0199
 CR0199  VERT ORDER  -  SECOND    CLASS 0
 CR0199
 CR0199.The horizontal coordinates were scaled from a topographic map and have
 CR0199.an estimated accuracy of +/- 6 seconds.
 CR0199
 CR0199.The orthometric height was determined by differential leveling
 CR0199.and adjusted by the National Geodetic Survey in June 1991..
 CR0199
 CR0199.The geoid height was determined by GEOID03.
 CR0199
 CR0199.The dynamic height is computed by dividing the NAVD 88
 CR0199.geopotential number by the normal gravity value computed on the
 CR0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0199.degrees latitude (g = 980.6199 gals.).
 CR0199
 CR0199.The modeled gravity was interpolated from observed gravity values.
 CR0199
 CR0199;                    North         East    Units  Estimated Accuracy
 CR0199;SPC TXNC     - 2,088,560.      964,990.      MT  (+/- 180 meters Scaled)
 CR0199
 CR0199                          SUPERSEDED SURVEY CONTROL
 CR0199
 CR0199  NGVD 29 (??/??/92)   76.298  (m)          250.32   (f) ADJ UNCH    2 0
 CR0199
 CR0199.Superseded values are not recommended for survey control.
 CR0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0199.See file dsdata.txt to determine how the superseded data were derived.
 CR0199
 CR0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR477864(NAD 83)
 CR0199_MARKER: DB = BENCH MARK DISK
 CR0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0199_STAMPING: D 278 1934
 CR0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0199+STABILITY: SURFACE MOTION
 CR0199
 CR0199  HISTORY     - Date     Condition        Report By
 CR0199  HISTORY     - 1934     MONUMENTED       CGS
 CR0199  HISTORY     - 1958     MARK NOT FOUND   USGS
 CR0199
 CR0199                          STATION DESCRIPTION
 CR0199
 CR0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0199'9.6 MI SE FROM LONGVIEW.
 CR0199'9.6 MI SE OF AND ALONG THE S F R R 150 YARDS E OF MILE POST 198.  60
 CR0199'FEET E OF A DIM RAILWAY CROSSING.  27 FEET N OF CENTER OF TRACK.
 CR0199
 CR0199                          STATION RECOVERY (1958)
 CR0199
 CR0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CR0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0517 ***********************************************************************
 DO0517  DESIGNATION -  D 280
 DO0517  PID         -  DO0517
 DO0517  STATE/COUNTY-  TX/HASKELL
 DO0517  USGS QUAD   -  PINKERTON (1966)
 DO0517
 DO0517                         *CURRENT SURVEY CONTROL
 DO0517  ___________________________________________________________________
 DO0517* NAD 83(1986)-  33 09 29.     (N)    099 45 40.     (W)     SCALED    
 DO0517* NAVD 88     -       486.553  (meters)    1596.30   (feet)  ADJUSTED  
 DO0517  ___________________________________________________________________
 DO0517  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DO0517  DYNAMIC HT  -         485.946 (meters)    1594.31  (feet)  COMP
 DO0517  MODELED GRAV-     979,377.0   (mgal)                       NAVD 88
 DO0517
 DO0517  VERT ORDER  -  SECOND    CLASS 0
 DO0517
 DO0517.The horizontal coordinates were scaled from a topographic map and have
 DO0517.an estimated accuracy of +/- 6 seconds.
 DO0517
 DO0517.The orthometric height was determined by differential leveling
 DO0517.and adjusted by the National Geodetic Survey in June 1991..
 DO0517
 DO0517.The geoid height was determined by GEOID03.
 DO0517
 DO0517.The dynamic height is computed by dividing the NAVD 88
 DO0517.geopotential number by the normal gravity value computed on the
 DO0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0517.degrees latitude (g = 980.6199 gals.).
 DO0517
 DO0517.The modeled gravity was interpolated from observed gravity values.
 DO0517
 DO0517;                    North         East    Units  Estimated Accuracy
 DO0517;SPC TXNC     - 2,166,090.      482,370.      MT  (+/- 180 meters Scaled)
 DO0517
 DO0517                          SUPERSEDED SURVEY CONTROL
 DO0517
 DO0517  NGVD 29 (??/??/92)  486.382  (m)         1595.74   (f) ADJ UNCH    2 0
 DO0517
 DO0517.Superseded values are not recommended for survey control.
 DO0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0517.See file dsdata.txt to determine how the superseded data were derived.
 DO0517
 DO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB290690(NAD 83)
 DO0517_MARKER: DB = BENCH MARK DISK
 DO0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0517_STAMPING: D 280 1934
 DO0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0517+STABILITY: SURFACE MOTION
 DO0517
 DO0517  HISTORY     - Date     Condition        Report By
 DO0517  HISTORY     - 1934     MONUMENTED       CGS
 DO0517  HISTORY     - 1966     MARK NOT FOUND   USGS
 DO0517
 DO0517                          STATION DESCRIPTION
 DO0517
 DO0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0517'1.5 MI W FROM HASKELL.
 DO0517'1.5 MILES W OF AND ALONG STATE HIGHWAY NO. 120 AT THE JUNCTON OF THE
 DO0517'HIGHWAY AND A ROAD RUNNING SW.  50 FEET S OF THE CENTER OF THE
 DO0517'HIGHWAY.  40 FEET N OF THE CENTER OF THE ROAD RUNNING SW.
 DO0517
 DO0517                          STATION RECOVERY (1966)
 DO0517
 DO0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0455 ***********************************************************************
 DO0455  DESIGNATION -  D 281
 DO0455  PID         -  DO0455
 DO0455  STATE/COUNTY-  TX/THROCKMORTON
 DO0455  USGS QUAD   -  THROCKMORTON NE (1965)
 DO0455
 DO0455                         *CURRENT SURVEY CONTROL
 DO0455  ___________________________________________________________________
 DO0455* NAD 83(1986)-  33 11 04.     (N)    099 04 26.     (W)     SCALED    
 DO0455* NAVD 88     -       368.430  (meters)    1208.76   (feet)  ADJUSTED  
 DO0455  ___________________________________________________________________
 DO0455  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DO0455  DYNAMIC HT  -         367.988 (meters)    1207.31  (feet)  COMP
 DO0455  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 DO0455
 DO0455  VERT ORDER  -  SECOND    CLASS 0
 DO0455
 DO0455.The horizontal coordinates were scaled from a topographic map and have
 DO0455.an estimated accuracy of +/- 6 seconds.
 DO0455
 DO0455.The orthometric height was determined by differential leveling
 DO0455.and adjusted by the National Geodetic Survey in June 1991..
 DO0455
 DO0455.The geoid height was determined by GEOID03.
 DO0455
 DO0455.The dynamic height is computed by dividing the NAVD 88
 DO0455.geopotential number by the normal gravity value computed on the
 DO0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0455.degrees latitude (g = 980.6199 gals.).
 DO0455
 DO0455.The modeled gravity was interpolated from observed gravity values.
 DO0455
 DO0455;                    North         East    Units  Estimated Accuracy
 DO0455;SPC TXNC     - 2,168,450.      546,490.      MT  (+/- 180 meters Scaled)
 DO0455
 DO0455                          SUPERSEDED SURVEY CONTROL
 DO0455
 DO0455  NGVD 29 (??/??/92)  368.321  (m)         1208.40   (f) ADJ UNCH    2 0
 DO0455
 DO0455.Superseded values are not recommended for survey control.
 DO0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0455.See file dsdata.txt to determine how the superseded data were derived.
 DO0455
 DO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB931717(NAD 83)
 DO0455_MARKER: DB = BENCH MARK DISK
 DO0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0455_SP_SET: ABUTMENT
 DO0455_STAMPING: D 281 1934
 DO0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0455
 DO0455  HISTORY     - Date     Condition        Report By
 DO0455  HISTORY     - 1934     MONUMENTED       CGS
 DO0455  HISTORY     - 1965     GOOD             USGS
 DO0455
 DO0455                          STATION DESCRIPTION
 DO0455
 DO0455'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0455'5.9 MI E FROM THROCKMORTON.
 DO0455'THROCKMORTON, TEXAS, INTERSECTION OF ST. HWYS. 24 AND 79.  5.9 MILES
 DO0455'EAST OF ALONG STATE HIGHWAY 24 TO BRIDGE OVER NORTH ELM CREEK.  ON
 DO0455'SOUTH WINGWALL OF WEST ABUTMENT.  A STANDARD DISK STAMPED D 281 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0307 ***********************************************************************
 CA0307  DESIGNATION -  D 282
 CA0307  PID         -  CA0307
 CA0307  STATE/COUNTY-  TX/COMANCHE
 CA0307  USGS QUAD   -  COMANCHE (1969)
 CA0307
 CA0307                         *CURRENT SURVEY CONTROL
 CA0307  ___________________________________________________________________
 CA0307* NAD 83(1986)-  31 53 42.     (N)    098 36 12.     (W)     SCALED    
 CA0307* NAVD 88     -       414.993  (meters)    1361.52   (feet)  ADJUSTED  
 CA0307  ___________________________________________________________________
 CA0307  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CA0307  DYNAMIC HT  -         414.457 (meters)    1359.76  (feet)  COMP
 CA0307  MODELED GRAV-     979,337.7   (mgal)                       NAVD 88
 CA0307
 CA0307  VERT ORDER  -  SECOND    CLASS 0
 CA0307
 CA0307.The horizontal coordinates were scaled from a topographic map and have
 CA0307.an estimated accuracy of +/- 6 seconds.
 CA0307
 CA0307.The orthometric height was determined by differential leveling
 CA0307.and adjusted by the National Geodetic Survey in June 1991..
 CA0307
 CA0307.The geoid height was determined by GEOID03.
 CA0307
 CA0307.The dynamic height is computed by dividing the NAVD 88
 CA0307.geopotential number by the normal gravity value computed on the
 CA0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0307.degrees latitude (g = 980.6199 gals.).
 CA0307
 CA0307.The modeled gravity was interpolated from observed gravity values.
 CA0307
 CA0307;                    North         East    Units  Estimated Accuracy
 CA0307;SPC TX C     - 3,248,310.      863,650.      MT  (+/- 180 meters Scaled)
 CA0307
 CA0307                          SUPERSEDED SURVEY CONTROL
 CA0307
 CA0307  NGVD 29 (??/??/92)  414.908  (m)         1361.24   (f) ADJ UNCH    2 0
 CA0307
 CA0307.Superseded values are not recommended for survey control.
 CA0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0307.See file dsdata.txt to determine how the superseded data were derived.
 CA0307
 CA0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA375288(NAD 83)
 CA0307_MARKER: DB = BENCH MARK DISK
 CA0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0307_STAMPING: D 282 1934
 CA0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0307+STABILITY: SURFACE MOTION
 CA0307
 CA0307  HISTORY     - Date     Condition        Report By
 CA0307  HISTORY     - 1934     MONUMENTED       CGS
 CA0307  HISTORY     - 1966     GOOD             NGS
 CA0307  HISTORY     - 1969     MARK NOT FOUND   USGS
 CA0307
 CA0307                          STATION DESCRIPTION
 CA0307
 CA0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CA0307'IN COMANCHE.
 CA0307'AT COMANCHE, COMANCHE COUNTY, 93 FEET EAST OF THE EAST END OF THE FORT
 CA0307'WORTH AND RIO GRANDE RAILWAY STATION, AND 32 FEET NORTH OF THE CENTER
 CA0307'LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED D 282 1934 AND SET
 CA0307'IN THE TOP OF A CONCRETE POST.
 CA0307
 CA0307                          STATION RECOVERY (1969)
 CA0307
 CA0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0154 ***********************************************************************
 CT0154  DESIGNATION -  D 284
 CT0154  PID         -  CT0154
 CT0154  STATE/COUNTY-  TX/ERATH
 CT0154  USGS QUAD   -  HUCKABAY (1979)
 CT0154
 CT0154                         *CURRENT SURVEY CONTROL
 CT0154  ___________________________________________________________________
 CT0154* NAD 83(1986)-  32 20 28.     (N)    098 17 11.     (W)     SCALED    
 CT0154* NAVD 88     -       428.691  (meters)    1406.46   (feet)  ADJUSTED  
 CT0154  ___________________________________________________________________
 CT0154  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CT0154  DYNAMIC HT  -         428.147 (meters)    1404.68  (feet)  COMP
 CT0154  MODELED GRAV-     979,356.2   (mgal)                       NAVD 88
 CT0154
 CT0154  VERT ORDER  -  SECOND    CLASS 0
 CT0154
 CT0154.The horizontal coordinates were scaled from a topographic map and have
 CT0154.an estimated accuracy of +/- 6 seconds.
 CT0154
 CT0154.The orthometric height was determined by differential leveling
 CT0154.and adjusted by the National Geodetic Survey in June 1991..
 CT0154
 CT0154.The geoid height was determined by GEOID03.
 CT0154
 CT0154.The dynamic height is computed by dividing the NAVD 88
 CT0154.geopotential number by the normal gravity value computed on the
 CT0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0154.degrees latitude (g = 980.6199 gals.).
 CT0154
 CT0154.The modeled gravity was interpolated from observed gravity values.
 CT0154
 CT0154;                    North         East    Units  Estimated Accuracy
 CT0154;SPC TXNC     - 2,074,810.      620,110.      MT  (+/- 180 meters Scaled)
 CT0154
 CT0154                          SUPERSEDED SURVEY CONTROL
 CT0154
 CT0154  NGVD 29 (??/??/92)  428.578  (m)         1406.09   (f) ADJ UNCH    2 0
 CT0154
 CT0154.Superseded values are not recommended for survey control.
 CT0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0154.See file dsdata.txt to determine how the superseded data were derived.
 CT0154
 CT0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA671784(NAD 83)
 CT0154_MARKER: DB = BENCH MARK DISK
 CT0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0154_STAMPING: D 284 1934
 CT0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0154+STABILITY: SURFACE MOTION
 CT0154
 CT0154  HISTORY     - Date     Condition        Report By
 CT0154  HISTORY     - 1934     MONUMENTED       CGS
 CT0154  HISTORY     - 1961     GOOD             USGS
 CT0154  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CT0154
 CT0154                          STATION DESCRIPTION
 CT0154
 CT0154'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CT0154'9.9 MI NW FROM STEPHENVILLE.
 CT0154'ABOUT 9.9 MI. NW ALONG ST. HWY. 108 FROM THE COURTHOUSE AT
 CT0154'STEPHENVILLE.  0.6 MI. S. OF HUCKABY.  153 FT. E. OF T-RD. W., 90 FT.
 CT0154'NE OF HWY., 19 FT. NE OF ROW FENCE, 40 FT. E. OF TELEPHONE POLE, IN
 CT0154'TOP OF CONC, POST PROJ. 0.3 FT. STD. DISK STAMPED D 284 1934.
 CT0154
 CT0154                          STATION RECOVERY (1995)
 CT0154
 CT0154'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0071 ***********************************************************************
 CA0071  DESIGNATION -  D 285
 CA0071  PID         -  CA0071
 CA0071  STATE/COUNTY-  TX/HAMILTON
 CA0071  USGS QUAD   -  SHIVE (1979)
 CA0071
 CA0071                         *CURRENT SURVEY CONTROL
 CA0071  ___________________________________________________________________
 CA0071* NAD 83(1986)-  31 35 29.     (N)    098 09 08.     (W)     SCALED    
 CA0071* NAVD 88     -       364.370  (meters)    1195.44   (feet)  ADJUSTED  
 CA0071  ___________________________________________________________________
 CA0071  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CA0071  DYNAMIC HT  -         363.894 (meters)    1193.88  (feet)  COMP
 CA0071  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 CA0071
 CA0071  VERT ORDER  -  SECOND    CLASS 0
 CA0071
 CA0071.The horizontal coordinates were scaled from a topographic map and have
 CA0071.an estimated accuracy of +/- 6 seconds.
 CA0071
 CA0071.The orthometric height was determined by differential leveling
 CA0071.and adjusted by the National Geodetic Survey in June 1991..
 CA0071
 CA0071.The geoid height was determined by GEOID03.
 CA0071
 CA0071.The dynamic height is computed by dividing the NAVD 88
 CA0071.geopotential number by the normal gravity value computed on the
 CA0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0071.degrees latitude (g = 980.6199 gals.).
 CA0071
 CA0071.The modeled gravity was interpolated from observed gravity values.
 CA0071
 CA0071;                    North         East    Units  Estimated Accuracy
 CA0071;SPC TX C     - 3,215,400.      906,980.      MT  (+/- 180 meters Scaled)
 CA0071
 CA0071                          SUPERSEDED SURVEY CONTROL
 CA0071
 CA0071  NGVD 29 (??/??/92)  364.277  (m)         1195.13   (f) ADJ UNCH    2 0
 CA0071
 CA0071.Superseded values are not recommended for survey control.
 CA0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0071.See file dsdata.txt to determine how the superseded data were derived.
 CA0071
 CA0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV804954(NAD 83)
 CA0071_MARKER: DB = BENCH MARK DISK
 CA0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0071_STAMPING: D 285 1934
 CA0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0071+STABILITY: SURFACE MOTION
 CA0071
 CA0071  HISTORY     - Date     Condition        Report By
 CA0071  HISTORY     - 1934     MONUMENTED       CGS
 CA0071
 CA0071                          STATION DESCRIPTION
 CA0071
 CA0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0071'8.1 MI S FROM HAMILTON.
 CA0071'8.1 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM HAMILTON, HAMILTON
 CA0071'COUNTY, AT THE CROSSING OF A COUNTRY ROAD, 54 FEET EAST OF THE
 CA0071'CENTERLINE OF THE HIGHWAY, 22 FEET SOUTH OF THE CENTERLINE OF THE
 CA0071'ROAD, 4 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER AND SET IN THE
 CA0071'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0345 ***********************************************************************
 CR0345  DESIGNATION -  D 287
 CR0345  PID         -  CR0345
 CR0345  STATE/COUNTY-  TX/WOOD
 CR0345  USGS QUAD   -  HAWKINS (1981)
 CR0345
 CR0345                         *CURRENT SURVEY CONTROL
 CR0345  ___________________________________________________________________
 CR0345* NAD 83(1986)-  32 35 14.     (N)    095 12 17.     (W)     SCALED    
 CR0345* NAVD 88     -       119.424  (meters)     391.81   (feet)  ADJUSTED  
 CR0345  ___________________________________________________________________
 CR0345  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR0345  DYNAMIC HT  -         119.287 (meters)     391.36  (feet)  COMP
 CR0345  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CR0345
 CR0345  VERT ORDER  -  SECOND    CLASS 0
 CR0345
 CR0345.The horizontal coordinates were scaled from a topographic map and have
 CR0345.an estimated accuracy of +/- 6 seconds.
 CR0345
 CR0345.The orthometric height was determined by differential leveling
 CR0345.and adjusted by the National Geodetic Survey in June 1991..
 CR0345
 CR0345.The geoid height was determined by GEOID03.
 CR0345
 CR0345.The dynamic height is computed by dividing the NAVD 88
 CR0345.geopotential number by the normal gravity value computed on the
 CR0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0345.degrees latitude (g = 980.6199 gals.).
 CR0345
 CR0345.The modeled gravity was interpolated from observed gravity values.
 CR0345
 CR0345;                    North         East    Units  Estimated Accuracy
 CR0345;SPC TXNC     - 2,106,930.      909,300.      MT  (+/- 180 meters Scaled)
 CR0345
 CR0345                          SUPERSEDED SURVEY CONTROL
 CR0345
 CR0345  NGVD 29 (??/??/92)  119.452  (m)          391.90   (f) ADJ UNCH    2 0
 CR0345
 CR0345.Superseded values are not recommended for survey control.
 CR0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0345.See file dsdata.txt to determine how the superseded data were derived.
 CR0345
 CR0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS930076(NAD 83)
 CR0345_MARKER: DB = BENCH MARK DISK
 CR0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0345_STAMPING: D 287 1934
 CR0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0345+STABILITY: SURFACE MOTION
 CR0345
 CR0345  HISTORY     - Date     Condition        Report By
 CR0345  HISTORY     - 1934     MONUMENTED       CGS
 CR0345  HISTORY     - 1944     MARK NOT FOUND   LOCENG
 CR0345  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 CR0345  HISTORY     - 20040607 MARK NOT FOUND   USPSQD
 CR0345
 CR0345                          STATION DESCRIPTION
 CR0345
 CR0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0345'IN HAWKINS.
 CR0345'AT HAWKINS AND ALONG THE T P R R 116 FEET E OF E END OF PASSENGER
 CR0345'STATION.  2 FEET W OF W END OF LOADING WHARF.  42 FEET N OF CENTER OF
 CR0345'MAIN TRACK.
 CR0345
 CR0345                          STATION RECOVERY (1944)
 CR0345
 CR0345'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 CR0345'MARK NOT FOUND.
 CR0345
 CR0345                          STATION RECOVERY (1995)
 CR0345
 CR0345'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0345'MARK NOT FOUND.
 CR0345
 CR0345                          STATION RECOVERY (2004)
 CR0345
 CR0345'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0477 ***********************************************************************
 DM0477  DESIGNATION -  D 288
 DM0477  PID         -  DM0477
 DM0477  STATE/COUNTY-  TX/HOPKINS
 DM0477  USGS QUAD   -  BRASHEAR (1962)
 DM0477
 DM0477                         *CURRENT SURVEY CONTROL
 DM0477  ___________________________________________________________________
 DM0477* NAD 83(1986)-  33 07 28.     (N)    095 42 49.     (W)     SCALED    
 DM0477* NAVD 88     -       150.196  (meters)     492.77   (feet)  ADJUSTED  
 DM0477  ___________________________________________________________________
 DM0477  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DM0477  DYNAMIC HT  -         150.031 (meters)     492.23  (feet)  COMP
 DM0477  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 DM0477
 DM0477  VERT ORDER  -  SECOND    CLASS 0
 DM0477
 DM0477.The horizontal coordinates were scaled from a topographic map and have
 DM0477.an estimated accuracy of +/- 6 seconds.
 DM0477
 DM0477.The orthometric height was determined by differential leveling
 DM0477.and adjusted by the National Geodetic Survey in June 1991..
 DM0477
 DM0477.The geoid height was determined by GEOID03.
 DM0477
 DM0477.The dynamic height is computed by dividing the NAVD 88
 DM0477.geopotential number by the normal gravity value computed on the
 DM0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0477.degrees latitude (g = 980.6199 gals.).
 DM0477
 DM0477.The modeled gravity was interpolated from observed gravity values.
 DM0477
 DM0477;                    North         East    Units  Estimated Accuracy
 DM0477;SPC TXNC     - 2,165,100.      859,970.      MT  (+/- 180 meters Scaled)
 DM0477
 DM0477                          SUPERSEDED SURVEY CONTROL
 DM0477
 DM0477  NGVD 29 (??/??/92)  150.195  (m)          492.76   (f) ADJ UNCH    2 0
 DM0477
 DM0477.Superseded values are not recommended for survey control.
 DM0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0477.See file dsdata.txt to determine how the superseded data were derived.
 DM0477
 DM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS468683(NAD 83)
 DM0477_MARKER: DB = BENCH MARK DISK
 DM0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0477_STAMPING: D 288 1934
 DM0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0477+STABILITY: SURFACE MOTION
 DM0477
 DM0477  HISTORY     - Date     Condition        Report By
 DM0477  HISTORY     - 1934     MONUMENTED       CGS
 DM0477  HISTORY     - 19950627 MARK NOT FOUND   USPSQD
 DM0477
 DM0477                          STATION DESCRIPTION
 DM0477
 DM0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0477'1.2 MI E FROM BRASHEAR.
 DM0477'1.2 MI E OF AND ALONG THE L AND A R R AT MILE POST 147.  135 YARDS E
 DM0477'OF A PRIVATE ROAD CROSSING.  42 FEET NORTH OF CENTER OF TRACK.  3 FEET
 DM0477'S OF R/W FENCE.
 DM0477
 DM0477                          STATION RECOVERY (1995)
 DM0477
 DM0477'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0330 ***********************************************************************
 AZ0330  DESIGNATION -  D 29
 AZ0330  PID         -  AZ0330
 AZ0330  STATE/COUNTY-  TX/TERRELL
 AZ0330  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0330
 AZ0330                         *CURRENT SURVEY CONTROL
 AZ0330  ___________________________________________________________________
 AZ0330* NAD 83(1986)-  29 56 21.     (N)    101 49 11.     (W)     SCALED    
 AZ0330* NAVD 88     -       459.334  (meters)    1507.00   (feet)  POSTED    
 AZ0330  ___________________________________________________________________
 AZ0330  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AZ0330  DYNAMIC HT  -         458.650 (meters)    1504.75  (feet)  COMP
 AZ0330  MODELED GRAV-     979,149.7   (mgal)                       NAVD 88
 AZ0330
 AZ0330  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0330
 AZ0330.The horizontal coordinates were scaled from a topographic map and have
 AZ0330.an estimated accuracy of +/- 6 seconds.
 AZ0330
 AZ0330.The orthometric height was determined by differential leveling
 AZ0330.and adjusted by the National Geodetic Survey in 1992..
 AZ0330.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0330.rate of 0.0 thru 1.0 mm/km.
 AZ0330
 AZ0330.The geoid height was determined by GEOID03.
 AZ0330
 AZ0330.The dynamic height is computed by dividing the NAVD 88
 AZ0330.geopotential number by the normal gravity value computed on the
 AZ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0330.degrees latitude (g = 980.6199 gals.).
 AZ0330
 AZ0330.The modeled gravity was interpolated from observed gravity values.
 AZ0330
 AZ0330;                    North         East    Units  Estimated Accuracy
 AZ0330;SPC TXSC     - 4,236,670.      327,820.      MT  (+/- 180 meters Scaled)
 AZ0330
 AZ0330                          SUPERSEDED SURVEY CONTROL
 AZ0330
 AZ0330.No superseded survey control is available for this station.
 AZ0330
 AZ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU278153(NAD 83)
 AZ0330_MARKER: DB = BENCH MARK DISK
 AZ0330_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0330_SP_SET: BOULDER
 AZ0330_STAMPING: D 29 1917
 AZ0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0330+STABILITY: POSITION/ELEVATION WELL
 AZ0330
 AZ0330  HISTORY     - Date     Condition        Report By
 AZ0330  HISTORY     - 1917     MONUMENTED       CGS
 AZ0330  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0330
 AZ0330                          STATION DESCRIPTION
 AZ0330
 AZ0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0330'IN LOZIER.
 AZ0330'AT LOZIER, TERRILL CO., ON THE SOUTHERN PACIFIC RR BETWEEN THE SIXTH
 AZ0330'AND SEVENTH TELEGRAPH POLES EAST OF MILEPOST 471, ABOUT 100 FEET WEST
 AZ0330'OF THE SECTION HOUSE, AND 100 FEET SOUTH OF THE TRACK.  A STANDARD
 AZ0330'DISK, SET IN A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0376 ***********************************************************************
 DO0376  DESIGNATION -  D 290
 DO0376  PID         -  DO0376
 DO0376  STATE/COUNTY-  TX/ARCHER
 DO0376  USGS QUAD   -  WINDTHORST (1962)
 DO0376
 DO0376                         *CURRENT SURVEY CONTROL
 DO0376  ___________________________________________________________________
 DO0376* NAD 83(1986)-  33 34 41.     (N)    098 29 49.     (W)     SCALED    
 DO0376* NAVD 88     -       316.212  (meters)    1037.44   (feet)  ADJUSTED  
 DO0376  ___________________________________________________________________
 DO0376  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0376  DYNAMIC HT  -         315.854 (meters)    1036.26  (feet)  COMP
 DO0376  MODELED GRAV-     979,495.4   (mgal)                       NAVD 88
 DO0376
 DO0376  VERT ORDER  -  SECOND    CLASS 0
 DO0376
 DO0376.The horizontal coordinates were scaled from a topographic map and have
 DO0376.an estimated accuracy of +/- 6 seconds.
 DO0376
 DO0376.The orthometric height was determined by differential leveling
 DO0376.and adjusted by the National Geodetic Survey in June 1991..
 DO0376
 DO0376.The geoid height was determined by GEOID03.
 DO0376
 DO0376.The dynamic height is computed by dividing the NAVD 88
 DO0376.geopotential number by the normal gravity value computed on the
 DO0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0376.degrees latitude (g = 980.6199 gals.).
 DO0376
 DO0376.The modeled gravity was interpolated from observed gravity values.
 DO0376
 DO0376;                    North         East    Units  Estimated Accuracy
 DO0376;SPC TXNC     - 2,211,960.      600,280.      MT  (+/- 180 meters Scaled)
 DO0376
 DO0376                          SUPERSEDED SURVEY CONTROL
 DO0376
 DO0376  NGVD 29 (??/??/92)  316.13   (m)         1037.2    (f) COMPUTED    2 0
 DO0376
 DO0376.Superseded values are not recommended for survey control.
 DO0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0376.See file dsdata.txt to determine how the superseded data were derived.
 DO0376
 DO0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC466154(NAD 83)
 DO0376_MARKER: DB = BENCH MARK DISK
 DO0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0376_STAMPING: D 290 1934
 DO0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0376+STABILITY: SURFACE MOTION
 DO0376
 DO0376  HISTORY     - Date     Condition        Report By
 DO0376  HISTORY     - 1934     MONUMENTED       CGS
 DO0376  HISTORY     - 1940     MARK NOT FOUND   LOCENG
 DO0376
 DO0376                          STATION DESCRIPTION
 DO0376
 DO0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0376'3.6 MI W FROM WINDTHORST.
 DO0376'3.6 MI W OF AND ALONG STATE HWY 25 42 FEET N OF CENTER OF ROAD.  1
 DO0376'FOOT N OF R/W FENCE.  APPROXIMATELY HALF WAY UP LONG SLOPING RISE.
 DO0376
 DO0376                          STATION RECOVERY (1940)
 DO0376
 DO0376'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 DO0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1007 ***********************************************************************
 BZ1007  DESIGNATION -  D 292
 BZ1007  PID         -  BZ1007
 BZ1007  STATE/COUNTY-  TX/BOSQUE
 BZ1007  USGS QUAD   -  MOSHEIM (1979)
 BZ1007
 BZ1007                         *CURRENT SURVEY CONTROL
 BZ1007  ___________________________________________________________________
 BZ1007* NAD 83(1986)-  31 40 03.     (N)    097 30 12.     (W)     SCALED    
 BZ1007* NAVD 88     -       177.298  (meters)     581.69   (feet)  ADJUSTED  
 BZ1007  ___________________________________________________________________
 BZ1007  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BZ1007  DYNAMIC HT  -         177.071 (meters)     580.94  (feet)  COMP
 BZ1007  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 BZ1007
 BZ1007  VERT ORDER  -  SECOND    CLASS 0
 BZ1007
 BZ1007.The horizontal coordinates were scaled from a topographic map and have
 BZ1007.an estimated accuracy of +/- 6 seconds.
 BZ1007
 BZ1007.The orthometric height was determined by differential leveling
 BZ1007.and adjusted by the National Geodetic Survey in June 1991..
 BZ1007
 BZ1007.The geoid height was determined by GEOID03.
 BZ1007
 BZ1007.The dynamic height is computed by dividing the NAVD 88
 BZ1007.geopotential number by the normal gravity value computed on the
 BZ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1007.degrees latitude (g = 980.6199 gals.).
 BZ1007
 BZ1007.The modeled gravity was interpolated from observed gravity values.
 BZ1007
 BZ1007;                    North         East    Units  Estimated Accuracy
 BZ1007;SPC TX C     - 3,225,220.      968,330.      MT  (+/- 180 meters Scaled)
 BZ1007
 BZ1007                          SUPERSEDED SURVEY CONTROL
 BZ1007
 BZ1007  NGVD 29 (??/??/92)  177.262  (m)          581.57   (f) ADJ UNCH    2 0
 BZ1007
 BZ1007.Superseded values are not recommended for survey control.
 BZ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1007.See file dsdata.txt to determine how the superseded data were derived.
 BZ1007
 BZ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA418045(NAD 83)
 BZ1007_MARKER: DB = BENCH MARK DISK
 BZ1007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1007_SP_SET: ABUTMENT
 BZ1007_STAMPING: D 292 1934
 BZ1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1007
 BZ1007  HISTORY     - Date     Condition        Report By
 BZ1007  HISTORY     - 1934     MONUMENTED       CGS
 BZ1007  HISTORY     - 1966     GOOD             NGS
 BZ1007
 BZ1007                          STATION DESCRIPTION
 BZ1007
 BZ1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1007'2.0 MI N FROM VALLEY MILLS.
 BZ1007'ABOUT 2.0 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1007'FROM THE STATION AT VALLEY MILLS, BOSQUE COUNTY, ABOUT 150 YARDS NORTH
 BZ1007'OF MILEPOST 261, AT THE WEST SIDE OF BRIDGE 261 A, IN THE TOP OF THE
 BZ1007'FIRST PIER SOUTH OF THE NORTH CONCRETE ABUTMENT, 6 FEET WEST OF THE
 BZ1007'CENTER LINE OF THE TRACK, AND ABOUT 3-1/2 FEET LOWER THAN THE TRACK. A
 BZ1007'STANDARD DISK STAMPED D 292 1934.  NOTE-- THE BENCH MARK MAY BE
 BZ1007'REACHED FROM THE SCHOOL HOUSE IN VALLEY MILLS, BY GOING 1.55 MILES
 BZ1007'NORTHWEST ALONG STATE HIGHWAY 6, THENCE ABOUT 1/2 MILE SOUTH ACROSS A
 BZ1007'FIELD TO SITE OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2139 ***********************************************************************
 CS2139  DESIGNATION -  D 293
 CS2139  PID         -  CS2139
 CS2139  STATE/COUNTY-  TX/JOHNSON
 CS2139  USGS QUAD   -  BLUM (1976)
 CS2139
 CS2139                         *CURRENT SURVEY CONTROL
 CS2139  ___________________________________________________________________
 CS2139* NAD 83(1986)-  32 14 23.     (N)    097 22 41.     (W)     SCALED    
 CS2139* NAVD 88     -       228.508  (meters)     749.70   (feet)  ADJUSTED  
 CS2139  ___________________________________________________________________
 CS2139  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CS2139  DYNAMIC HT  -         228.228 (meters)     748.78  (feet)  COMP
 CS2139  MODELED GRAV-     979,411.5   (mgal)                       NAVD 88
 CS2139
 CS2139  VERT ORDER  -  SECOND    CLASS 0
 CS2139
 CS2139.The horizontal coordinates were scaled from a topographic map and have
 CS2139.an estimated accuracy of +/- 6 seconds.
 CS2139
 CS2139.The orthometric height was determined by differential leveling
 CS2139.and adjusted by the National Geodetic Survey in June 1991..
 CS2139
 CS2139.The geoid height was determined by GEOID03.
 CS2139
 CS2139.The dynamic height is computed by dividing the NAVD 88
 CS2139.geopotential number by the normal gravity value computed on the
 CS2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2139.degrees latitude (g = 980.6199 gals.).
 CS2139
 CS2139.The modeled gravity was interpolated from observed gravity values.
 CS2139
 CS2139;                    North         East    Units  Estimated Accuracy
 CS2139;SPC TXNC     - 2,064,110.      705,730.      MT  (+/- 180 meters Scaled)
 CS2139
 CS2139                          SUPERSEDED SURVEY CONTROL
 CS2139
 CS2139  NGVD 29 (??/??/92)  228.484  (m)          749.62   (f) ADJ UNCH    2 0
 CS2139
 CS2139.Superseded values are not recommended for survey control.
 CS2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2139.See file dsdata.txt to determine how the superseded data were derived.
 CS2139
 CS2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA528681(NAD 83)
 CS2139_MARKER: DB = BENCH MARK DISK
 CS2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2139_STAMPING: D 293 1934
 CS2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2139+STABILITY: SURFACE MOTION
 CS2139
 CS2139  HISTORY     - Date     Condition        Report By
 CS2139  HISTORY     - 1934     MONUMENTED       CGS
 CS2139  HISTORY     - 1966     GOOD             NGS
 CS2139  HISTORY     - 19940329 GOOD             USPSQD
 CS2139  HISTORY     - 19990605 GOOD             USPSQD
 CS2139
 CS2139                          STATION DESCRIPTION
 CS2139
 CS2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2139'IN RIO VISTA.
 CS2139'AT RIO VISTA, JOHNSON COUNTY, ON THE GULF, COLORADO AND SANTA FE
 CS2139'RAILWAY, AT THE NORTH EDGE OF THE TOWN, OPPOSITE MILEPOST 310, 35 FEET
 CS2139'EAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET WEST OF THE
 CS2139'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 293 1934 AND SET IN
 CS2139'THE TOP OF A CONCRETE POST.  NOTE-- THE MARK IS ABOUT 140 YARDS NORTH
 CS2139'OF A RAILROAD CROSSING, 60 YARDS NORTHEAST OF MILEPOST 310, 35 YARDS
 CS2139'NORTH OF SIGN POST 310, 7 FEET NORTHEAST OF A TELEGRAPH POLE, AND IS
 CS2139'UNDER THE EAST RIGHT-OF-WAY FENCE.
 CS2139
 CS2139                          STATION RECOVERY (1994)
 CS2139
 CS2139'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2139'RECOVERED IN GOOD CONDITION.
 CS2139
 CS2139                          STATION RECOVERY (1999)
 CS2139
 CS2139'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0737 ***********************************************************************
 CS0737  DESIGNATION -  D 294
 CS0737  PID         -  CS0737
 CS0737  STATE/COUNTY-  TX/ELLIS
 CS0737  USGS QUAD   -  MIDLOTHIAN (1978)
 CS0737
 CS0737                         *CURRENT SURVEY CONTROL
 CS0737  ___________________________________________________________________
 CS0737* NAD 83(1986)-  32 25 33.     (N)    096 54 07.     (W)     SCALED    
 CS0737* NAVD 88     -       177.431  (meters)     582.12   (feet)  ADJUSTED  
 CS0737  ___________________________________________________________________
 CS0737  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CS0737  DYNAMIC HT  -         177.221 (meters)     581.43  (feet)  COMP
 CS0737  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 CS0737
 CS0737  VERT ORDER  -  SECOND    CLASS 0
 CS0737
 CS0737.The horizontal coordinates were scaled from a topographic map and have
 CS0737.an estimated accuracy of +/- 6 seconds.
 CS0737
 CS0737.The orthometric height was determined by differential leveling
 CS0737.and adjusted by the National Geodetic Survey in June 1991..
 CS0737
 CS0737.The geoid height was determined by GEOID03.
 CS0737
 CS0737.The dynamic height is computed by dividing the NAVD 88
 CS0737.geopotential number by the normal gravity value computed on the
 CS0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0737.degrees latitude (g = 980.6199 gals.).
 CS0737
 CS0737.The modeled gravity was interpolated from observed gravity values.
 CS0737
 CS0737;                    North         East    Units  Estimated Accuracy
 CS0737;SPC TXNC     - 2,085,330.      750,290.      MT  (+/- 180 meters Scaled)
 CS0737
 CS0737                          SUPERSEDED SURVEY CONTROL
 CS0737
 CS0737  NGVD 29 (??/??/92)  177.417  (m)          582.08   (f) ADJ UNCH    2 0
 CS0737
 CS0737.Superseded values are not recommended for survey control.
 CS0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0737.See file dsdata.txt to determine how the superseded data were derived.
 CS0737
 CS0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA972895(NAD 83)
 CS0737_MARKER: DB = BENCH MARK DISK
 CS0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0737_STAMPING: D 294 1934
 CS0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0737+STABILITY: SURFACE MOTION
 CS0737
 CS0737  HISTORY     - Date     Condition        Report By
 CS0737  HISTORY     - 1934     MONUMENTED       CGS
 CS0737  HISTORY     - 1965     MARK NOT FOUND   NGS
 CS0737
 CS0737                          STATION DESCRIPTION
 CS0737
 CS0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS0737'4.5 MI W FROM WAXAHACHIE.
 CS0737'4.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAIL ROAD FROM THE
 CS0737'STATION AT WAXAHACHIE, ELLIS COUNTY, 200 YARDS SOUTH OF THE SARDIS
 CS0737'STATION SIGN, 5 FEET SOUTHWEST OF THE SEVENTH POLE NORTH OF THE TRACK
 CS0737'AND EAST OF THE STATION SIGN, 160 FEET NORTHEAST OF MILEPOST 16, AND
 CS0737'43 FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 CS0737'STAMPED D 294 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 CS0737'AREA AT THE SITE OF BENCH MARK HAS BEEN CLEARED AND THE RAIL ROAD
 CS0737'TRACKS HAVE BEEN CHANGED.  IT IS BELIEVED THE MARK HAS BEEN COVERED BY
 CS0737'FILL OR WAS DESTROYED WHEN THE RAIL ROAD TRACKS WERE REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0539 ***********************************************************************
 DM0539  DESIGNATION -  D 295
 DM0539  PID         -  DM0539
 DM0539  STATE/COUNTY-  TX/FANNIN
 DM0539  USGS QUAD   -  LADONIA (1964)
 DM0539
 DM0539                         *CURRENT SURVEY CONTROL
 DM0539  ___________________________________________________________________
 DM0539* NAD 83(1986)-  33 28 27.     (N)    095 55 07.     (W)     SCALED    
 DM0539* NAVD 88     -       157.772  (meters)     517.62   (feet)  ADJUSTED  
 DM0539  ___________________________________________________________________
 DM0539  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DM0539  DYNAMIC HT  -         157.606 (meters)     517.08  (feet)  COMP
 DM0539  MODELED GRAV-     979,578.1   (mgal)                       NAVD 88
 DM0539
 DM0539  VERT ORDER  -  SECOND    CLASS 0
 DM0539
 DM0539.The horizontal coordinates were scaled from a topographic map and have
 DM0539.an estimated accuracy of +/- 6 seconds.
 DM0539
 DM0539.The orthometric height was determined by differential leveling
 DM0539.and adjusted by the National Geodetic Survey in June 1991..
 DM0539
 DM0539.The geoid height was determined by GEOID03.
 DM0539
 DM0539.The dynamic height is computed by dividing the NAVD 88
 DM0539.geopotential number by the normal gravity value computed on the
 DM0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0539.degrees latitude (g = 980.6199 gals.).
 DM0539
 DM0539.The modeled gravity was interpolated from observed gravity values.
 DM0539
 DM0539;                    North         East    Units  Estimated Accuracy
 DM0539;SPC TXNC     - 2,203,380.      839,890.      MT  (+/- 180 meters Scaled)
 DM0539
 DM0539                          SUPERSEDED SURVEY CONTROL
 DM0539
 DM0539  NGVD 29 (??/??/92)  157.76   (m)          517.6    (f) COMPUTED    2 0
 DM0539
 DM0539.Superseded values are not recommended for survey control.
 DM0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0539.See file dsdata.txt to determine how the superseded data were derived.
 DM0539
 DM0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT287076(NAD 83)
 DM0539_MARKER: DB = BENCH MARK DISK
 DM0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0539_STAMPING: D 295 1934
 DM0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0539+STABILITY: SURFACE MOTION
 DM0539
 DM0539  HISTORY     - Date     Condition        Report By
 DM0539  HISTORY     - 1934     MONUMENTED       CGS
 DM0539  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0539  HISTORY     - 19900701 MARK NOT FOUND   USGS
 DM0539  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DM0539
 DM0539                          STATION DESCRIPTION
 DM0539
 DM0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0539'4.0 MI N FROM LADONIA.
 DM0539'4.0 MILES N OF AND ALONG THE S F R R 63 FEET E OF THE CENTER OF THE
 DM0539'TRACK.  100 FEET N OF THE NORTH END OF BRIDGE NO. 3C.  ABOUT 280 YARDS
 DM0539'S OF MILE POST 4.  12 FEET W OF THE R/W FENCE.
 DM0539
 DM0539                          STATION RECOVERY (1964)
 DM0539
 DM0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0539'MARK NOT FOUND.
 DM0539
 DM0539                          STATION RECOVERY (1990)
 DM0539
 DM0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (RRB)
 DM0539'MARK NOT FOUND.
 DM0539
 DM0539                          STATION RECOVERY (1994)
 DM0539
 DM0539'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1130 ***********************************************************************
 BY1130  DESIGNATION -  D 297
 BY1130  PID         -  BY1130
 BY1130  STATE/COUNTY-  TX/RUSK
 BY1130  USGS QUAD   -  MOUNT ENTERPRISE (1984)
 BY1130
 BY1130                         *CURRENT SURVEY CONTROL
 BY1130  ___________________________________________________________________
 BY1130* NAD 83(1986)-  31 55 09.     (N)    094 40 30.     (W)     SCALED    
 BY1130* NAVD 88     -       144.038  (meters)     472.56   (feet)  ADJUSTED  
 BY1130  ___________________________________________________________________
 BY1130  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY1130  DYNAMIC HT  -         143.864 (meters)     471.99  (feet)  COMP
 BY1130  MODELED GRAV-     979,432.3   (mgal)                       NAVD 88
 BY1130
 BY1130  VERT ORDER  -  SECOND    CLASS 0
 BY1130
 BY1130.The horizontal coordinates were scaled from a topographic map and have
 BY1130.an estimated accuracy of +/- 6 seconds.
 BY1130
 BY1130.The orthometric height was determined by differential leveling
 BY1130.and adjusted by the National Geodetic Survey in June 1991..
 BY1130
 BY1130.The geoid height was determined by GEOID03.
 BY1130
 BY1130.The dynamic height is computed by dividing the NAVD 88
 BY1130.geopotential number by the normal gravity value computed on the
 BY1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1130.degrees latitude (g = 980.6199 gals.).
 BY1130
 BY1130.The modeled gravity was interpolated from observed gravity values.
 BY1130
 BY1130;                    North         East    Units  Estimated Accuracy
 BY1130;SPC TXNC     - 2,034,590.      961,700.      MT  (+/- 180 meters Scaled)
 BY1130
 BY1130                          SUPERSEDED SURVEY CONTROL
 BY1130
 BY1130  NGVD 29 (??/??/92)  144.043  (m)          472.58   (f) ADJ UNCH    2 0
 BY1130
 BY1130.Superseded values are not recommended for survey control.
 BY1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1130.See file dsdata.txt to determine how the superseded data were derived.
 BY1130
 BY1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR416327(NAD 83)
 BY1130_MARKER: DB = BENCH MARK DISK
 BY1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1130_STAMPING: D 297 1934
 BY1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1130+STABILITY: SURFACE MOTION
 BY1130
 BY1130  HISTORY     - Date     Condition        Report By
 BY1130  HISTORY     - 1934     MONUMENTED       CGS
 BY1130  HISTORY     - 1958     MARK NOT FOUND   USGS
 BY1130
 BY1130                          STATION DESCRIPTION
 BY1130
 BY1130'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY1130'0.5 MI E FROM MOUNT ENTERPRISE.
 BY1130'0.5 MILE EAST ALONG U. S. HIGHWAY 84 FROM THE JUNCTION OF STATE
 BY1130'HIGHWAY 26 AT MOUNT ENTERPRISE, RUSK COUNTY, A DIRT-ROAD INTERSECTION
 BY1130'AT A CURVE IN THE HIGHWAY, 50 FEET NORTH OF THE CENTERLINE OF THE
 BY1130'HIGHWAY, 20 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, CLOSE TO THE
 BY1130'INTERSECTION OF A NORTH-AND-SOUTH FENCE AND THE RIGHT-OF-WAY FENCE,
 BY1130'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED D 297 1934 AND
 BY1130'SET IN THE TOP OF A CONCRETE POST.  NOTE-- USGS REPORT--FROM THE
 BY1130'PHYSICAL EVIDENCE IN THIS AREA, IT IS BELIEVED THAT THIS MARK WAS
 BY1130'DESTROYED OR IS BURIED UNDER THE NEW SECTION OF U. S. HIGHWAY 84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0820 ***********************************************************************
 AB0820  DESIGNATION -  D 3
 AB0820  PID         -  AB0820
 AB0820  STATE/COUNTY-  TX/CAMERON
 AB0820  USGS QUAD   -  HARLINGEN (1983)
 AB0820
 AB0820                         *CURRENT SURVEY CONTROL
 AB0820  ___________________________________________________________________
 AB0820* NAD 83(1986)-  26 09 59.     (N)    097 42 16.     (W)     SCALED    
 AB0820* NAVD 88     -        13.987  (meters)      45.89   (feet)  ADJUSTED  
 AB0820  ___________________________________________________________________
 AB0820  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0820  DYNAMIC HT  -          13.964 (meters)      45.81  (feet)  COMP
 AB0820  MODELED GRAV-     979,031.5   (mgal)                       NAVD 88
 AB0820
 AB0820  VERT ORDER  -  SECOND    CLASS 0
 AB0820
 AB0820.The horizontal coordinates were scaled from a topographic map and have
 AB0820.an estimated accuracy of +/- 6 seconds.
 AB0820
 AB0820.The orthometric height was determined by differential leveling
 AB0820.and adjusted by the National Geodetic Survey in June 1991..
 AB0820
 AB0820.The geoid height was determined by GEOID03.
 AB0820
 AB0820.The dynamic height is computed by dividing the NAVD 88
 AB0820.geopotential number by the normal gravity value computed on the
 AB0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0820.degrees latitude (g = 980.6199 gals.).
 AB0820
 AB0820.The modeled gravity was interpolated from observed gravity values.
 AB0820
 AB0820;                    North         East    Units  Estimated Accuracy
 AB0820;SPC TX S     - 5,055,620.      379,540.      MT  (+/- 180 meters Scaled)
 AB0820
 AB0820                          SUPERSEDED SURVEY CONTROL
 AB0820
 AB0820  NGVD 29 (??/??/92)   14.097  (m)           46.25   (f) ADJ UNCH    2 0
 AB0820
 AB0820.Superseded values are not recommended for survey control.
 AB0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0820.See file dsdata.txt to determine how the superseded data were derived.
 AB0820
 AB0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP294947(NAD 83)
 AB0820_MARKER: DD = SURVEY DISK
 AB0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0820_SP_SET: CULVERT
 AB0820_STAMPING: D 3 46.09
 AB0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0820
 AB0820  HISTORY     - Date     Condition        Report By
 AB0820  HISTORY     - UNK      MONUMENTED
 AB0820  HISTORY     - 1942     GOOD             NGS
 AB0820  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0820
 AB0820                          STATION DESCRIPTION
 AB0820
 AB0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0820'5.6 MI N FROM RANGERVILLE.
 AB0820'5.6 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0820'RANGERVILLE, CAMERON COUNTY, AT THE HARLINGEN FARM WORKERS CAMP, 33
 AB0820'FEET NORTH OF THE NORTHWEST CORNER OF THE RIGHT-OF-WAY FENCE, 32 FEET
 AB0820'EAST OF THE CENTERLINE OF THE COUNTY ROAD, AT A CONCRETE-BOX CULVERT
 AB0820'UNDER THE COUNTY ROAD, IN THE CENTER OF THE TOP OF THE EAST HEADWALL,
 AB0820'AND ABOUT 4 FEET HIGHER THAN THE COUNTY ROAD.  A CAMERON COUNTY
 AB0820'STANDARD DISK, STAMPED D 3 46.09.
 AB0820
 AB0820                          STATION RECOVERY (1987)
 AB0820
 AB0820'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0228 ***********************************************************************
 CR0228  DESIGNATION -  D 3
 CR0228  PID         -  CR0228
 CR0228  STATE/COUNTY-  TX/CASS
 CR0228  USGS QUAD   -  AVINGER (1962)
 CR0228
 CR0228                         *CURRENT SURVEY CONTROL
 CR0228  ___________________________________________________________________
 CR0228* NAD 83(1986)-  32 53 31.     (N)    094 32 46.     (W)     SCALED    
 CR0228* NAVD 88     -       121.790  (meters)     399.57   (feet)  ADJUSTED  
 CR0228  ___________________________________________________________________
 CR0228  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CR0228  DYNAMIC HT  -         121.655 (meters)     399.13  (feet)  COMP
 CR0228  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 CR0228
 CR0228  VERT ORDER  -  FIRST     CLASS II
 CR0228
 CR0228.The horizontal coordinates were scaled from a topographic map and have
 CR0228.an estimated accuracy of +/- 6 seconds.
 CR0228
 CR0228.The orthometric height was determined by differential leveling
 CR0228.and adjusted by the National Geodetic Survey in June 1991..
 CR0228
 CR0228.The geoid height was determined by GEOID03.
 CR0228
 CR0228.The dynamic height is computed by dividing the NAVD 88
 CR0228.geopotential number by the normal gravity value computed on the
 CR0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0228.degrees latitude (g = 980.6199 gals.).
 CR0228
 CR0228.The modeled gravity was interpolated from observed gravity values.
 CR0228
 CR0228;                    North         East    Units  Estimated Accuracy
 CR0228;SPC TXNC     - 2,142,830.      969,820.      MT  (+/- 180 meters Scaled)
 CR0228
 CR0228                          SUPERSEDED SURVEY CONTROL
 CR0228
 CR0228  NGVD 29 (??/??/92)  121.834  (m)          399.72   (f) ADJ UNCH    1 2
 CR0228
 CR0228.Superseded values are not recommended for survey control.
 CR0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0228.See file dsdata.txt to determine how the superseded data were derived.
 CR0228
 CR0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS553403(NAD 83)
 CR0228_MARKER: B = BOLT
 CR0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0228_SP_SET: CULVERT
 CR0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0228
 CR0228  HISTORY     - Date     Condition        Report By
 CR0228  HISTORY     - UNK      MONUMENTED       CGS
 CR0228  HISTORY     - 1954     GOOD             NGS
 CR0228
 CR0228                          STATION DESCRIPTION
 CR0228
 CR0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0228'1.1 MI SE FROM AVINGER.
 CR0228'1.1 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0228'STATION AT AVINGER, 18 1/2 POLES NORTHWEST OF MILEPOST T - 66, 2 1/2
 CR0228'POLES NORTHWEST OF OLD MILEPOST 818, 14 FEET SOUTHWEST OF THE
 CR0228'SOUTHWEST RAIL, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 CR0228'THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CONCRETE ARCH
 CR0228'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0247 ***********************************************************************
 AZ0247  DESIGNATION -  D 30
 AZ0247  PID         -  AZ0247
 AZ0247  STATE/COUNTY-  TX/VAL VERDE
 AZ0247  USGS QUAD   -  PECOS HIGH BRIDGE (1979)
 AZ0247
 AZ0247                         *CURRENT SURVEY CONTROL
 AZ0247  ___________________________________________________________________
 AZ0247* NAD 83(1986)-  29 45 23.     (N)    101 17 47.     (W)     SCALED    
 AZ0247* NAVD 88     -       472.334  (meters)    1549.65   (feet)  ADJUSTED  
 AZ0247  ___________________________________________________________________
 AZ0247  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0247  DYNAMIC HT  -         471.643 (meters)    1547.38  (feet)  COMP
 AZ0247  MODELED GRAV-     979,165.5   (mgal)                       NAVD 88
 AZ0247
 AZ0247  VERT ORDER  -  FIRST     CLASS II
 AZ0247
 AZ0247.The horizontal coordinates were scaled from a topographic map and have
 AZ0247.an estimated accuracy of +/- 6 seconds.
 AZ0247
 AZ0247.The orthometric height was determined by differential leveling
 AZ0247.and adjusted by the National Geodetic Survey in June 1991..
 AZ0247
 AZ0247.The geoid height was determined by GEOID03.
 AZ0247
 AZ0247.The dynamic height is computed by dividing the NAVD 88
 AZ0247.geopotential number by the normal gravity value computed on the
 AZ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0247.degrees latitude (g = 980.6199 gals.).
 AZ0247
 AZ0247.The modeled gravity was interpolated from observed gravity values.
 AZ0247
 AZ0247;                    North         East    Units  Estimated Accuracy
 AZ0247;SPC TXSC     - 4,215,310.      377,930.      MT  (+/- 180 meters Scaled)
 AZ0247
 AZ0247                          SUPERSEDED SURVEY CONTROL
 AZ0247
 AZ0247  NGVD 29 (??/??/92)  472.214  (m)         1549.26   (f) ADJ UNCH    1 2
 AZ0247
 AZ0247.Superseded values are not recommended for survey control.
 AZ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0247.See file dsdata.txt to determine how the superseded data were derived.
 AZ0247
 AZ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT779940(NAD 83)
 AZ0247_MARKER: DB = BENCH MARK DISK
 AZ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0247_STAMPING: D 30 1917 ELEV 1549.390 FT
 AZ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0247+STABILITY: SURFACE MOTION
 AZ0247
 AZ0247  HISTORY     - Date     Condition        Report By
 AZ0247  HISTORY     - 1917     MONUMENTED       CGS
 AZ0247  HISTORY     - 1958     GOOD             NGS
 AZ0247
 AZ0247                          STATION DESCRIPTION
 AZ0247
 AZ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0247'10.2 MI NW FROM COMSTOCK.
 AZ0247'ABOUT 10.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0247'FROM THE STATION AT COMSTOCK, 6 POLES SOUTHEAST OF MILEPOST 424, 90
 AZ0247'FEET NORTHEAST OF THE NORTHEAST RAIL, 6 FEET SOUTHWEST OF A FENCE, 1
 AZ0247'1/2 FEET SOUTHEAST OF A WHITE WOODED WITNESS POST, ABOUT LEVEL WITH
 AZ0247'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0216 ***********************************************************************
 BZ0216  DESIGNATION -  D 300
 BZ0216  PID         -  BZ0216
 BZ0216  STATE/COUNTY-  TX/FREESTONE
 BZ0216  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0216
 BZ0216                         *CURRENT SURVEY CONTROL
 BZ0216  ___________________________________________________________________
 BZ0216* NAD 83(1986)-  31 45 16.     (N)    096 11 12.     (W)     SCALED    
 BZ0216* NAVD 88     -       126.009  (meters)     413.41   (feet)  ADJUSTED  
 BZ0216  ___________________________________________________________________
 BZ0216  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 BZ0216  DYNAMIC HT  -         125.859 (meters)     412.92  (feet)  COMP
 BZ0216  MODELED GRAV-     979,445.8   (mgal)                       NAVD 88
 BZ0216
 BZ0216  VERT ORDER  -  SECOND    CLASS 0
 BZ0216
 BZ0216.The horizontal coordinates were scaled from a topographic map and have
 BZ0216.an estimated accuracy of +/- 6 seconds.
 BZ0216
 BZ0216.The orthometric height was determined by differential leveling
 BZ0216.and adjusted by the National Geodetic Survey in June 1991..
 BZ0216
 BZ0216.The geoid height was determined by GEOID03.
 BZ0216
 BZ0216.The dynamic height is computed by dividing the NAVD 88
 BZ0216.geopotential number by the normal gravity value computed on the
 BZ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0216.degrees latitude (g = 980.6199 gals.).
 BZ0216
 BZ0216.The modeled gravity was interpolated from observed gravity values.
 BZ0216
 BZ0216;                    North         East    Units  Estimated Accuracy
 BZ0216;SPC TX C     - 3,238,770.    1,092,770.      MT  (+/- 180 meters Scaled)
 BZ0216
 BZ0216                          SUPERSEDED SURVEY CONTROL
 BZ0216
 BZ0216  NGVD 29 (??/??/92)  125.999  (m)          413.38   (f) ADJ UNCH    2 0
 BZ0216
 BZ0216.Superseded values are not recommended for survey control.
 BZ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0216.See file dsdata.txt to determine how the superseded data were derived.
 BZ0216
 BZ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA664166(NAD 83)
 BZ0216_MARKER: DB = BENCH MARK DISK
 BZ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0216_STAMPING: D 300 1934
 BZ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0216+STABILITY: SURFACE MOTION
 BZ0216
 BZ0216  HISTORY     - Date     Condition        Report By
 BZ0216  HISTORY     - 1934     MONUMENTED       CGS
 BZ0216  HISTORY     - 1947     GOOD             NGS
 BZ0216  HISTORY     - 1948     GOOD             NGS
 BZ0216  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0216
 BZ0216                          STATION DESCRIPTION
 BZ0216
 BZ0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0216'2.8 MI NW FROM FAIRFIELD.
 BZ0216'TO REACH FROM THE COURTHOUSE AT FAIRFIELD, GO 0.2 OF A MILE WEST ALONG
 BZ0216'U. S. HIGHWAY 84 TO U. S. HIGHWAY 75, THENCE 2.6 MILES NORTHWEST ALONG
 BZ0216'U. S. HIGHWAY 75 TO THE SITE OF THE BENCH MARK.  THE BENCH MARK IS 55
 BZ0216'YARDS NORTHWEST OF A CONCRETE CULVERT, 52 FEET SOUTHWEST OF AND 1 FOOT
 BZ0216'LOWER THAN THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF THE
 BZ0216'NORTHWEST END OF A WIRE GATE, 3 FEET SOUTHWEST OF A FENCE, AND 2 FEET
 BZ0216'SOUTHEAST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 BZ0216'CONCRETE POST AND PROJECTING 10 INCHES ABOVE THE SURFACE OF THE
 BZ0216'GROUND.
 BZ0216
 BZ0216                          STATION RECOVERY (1948)
 BZ0216
 BZ0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BZ0216'RECOVERED IN GOOD CONDITION.
 BZ0216
 BZ0216                          STATION RECOVERY (2002)
 BZ0216
 BZ0216'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2030 ***********************************************************************
 CS2030  DESIGNATION -  D 301
 CS2030  PID         -  CS2030
 CS2030  STATE/COUNTY-  TX/JOHNSON
 CS2030  USGS QUAD   -  GRANDVIEW (1978)
 CS2030
 CS2030                         *CURRENT SURVEY CONTROL
 CS2030  ___________________________________________________________________
 CS2030* NAD 83(1986)-  32 20 21.     (N)    097 12 34.     (W)     SCALED    
 CS2030* NAVD 88     -       228.166  (meters)     748.57   (feet)  ADJUSTED  
 CS2030  ___________________________________________________________________
 CS2030  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CS2030  DYNAMIC HT  -         227.891 (meters)     747.67  (feet)  COMP
 CS2030  MODELED GRAV-     979,430.0   (mgal)                       NAVD 88
 CS2030
 CS2030  VERT ORDER  -  FIRST     CLASS II
 CS2030
 CS2030.The horizontal coordinates were scaled from a topographic map and have
 CS2030.an estimated accuracy of +/- 6 seconds.
 CS2030
 CS2030.The orthometric height was determined by differential leveling
 CS2030.and adjusted by the National Geodetic Survey in June 1991..
 CS2030
 CS2030.The geoid height was determined by GEOID03.
 CS2030
 CS2030.The dynamic height is computed by dividing the NAVD 88
 CS2030.geopotential number by the normal gravity value computed on the
 CS2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2030.degrees latitude (g = 980.6199 gals.).
 CS2030
 CS2030.The modeled gravity was interpolated from observed gravity values.
 CS2030
 CS2030;                    North         East    Units  Estimated Accuracy
 CS2030;SPC TXNC     - 2,075,320.      721,490.      MT  (+/- 180 meters Scaled)
 CS2030
 CS2030                          SUPERSEDED SURVEY CONTROL
 CS2030
 CS2030  NGVD 29 (??/??/92)  228.134  (m)          748.47   (f) ADJ UNCH    1 2
 CS2030
 CS2030.Superseded values are not recommended for survey control.
 CS2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2030.See file dsdata.txt to determine how the superseded data were derived.
 CS2030
 CS2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA685794(NAD 83)
 CS2030_MARKER: DB = BENCH MARK DISK
 CS2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2030_STAMPING: D 301 1934 748.493
 CS2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2030+STABILITY: SURFACE MOTION
 CS2030
 CS2030  HISTORY     - Date     Condition        Report By
 CS2030  HISTORY     - 1934     MONUMENTED       CGS
 CS2030  HISTORY     - 1953     GOOD             NGS
 CS2030  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2030  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2030  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 CS2030
 CS2030                          STATION DESCRIPTION
 CS2030
 CS2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CS2030'04.0 MI S FROM ALVARADO.
 CS2030'ABOUT 4.0 MILES SOUTH ALONG THE M.K.T.R.R. FROM ALVARADO, DIRECTLY
 CS2030'EAST OR OPPOSITE THE SIGN AT ELLIS SIDING AND NOT CONLEY AS DESCRIBED.
 CS2030'IT IS 50 FEET SOUTH OF THE CENTERLINE OF A FARM ROAD CROSSING, 50
 CS2030'FEET WEST OF THE CENTERLINE OF THE MAIN TRACKS, 3 FEET EAST OF THE
 CS2030'POLE LINE AND 4 FEET SOUTHEAST OF A LARGE BRACED POLE. IT IS A
 CS2030'STANDARD DISK STAMPED D 301 1934 748.493 SET IN THE TOP OF A CONCRETE
 CS2030'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS2030
 CS2030                          STATION RECOVERY (1983)
 CS2030
 CS2030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2030'MARK NOT FOUND.
 CS2030
 CS2030                          STATION RECOVERY (1991)
 CS2030
 CS2030'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDT)
 CS2030'MARK NOT FOUND.
 CS2030
 CS2030                          STATION RECOVERY (1994)
 CS2030
 CS2030'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2104 ***********************************************************************
 BX2104  DESIGNATION -  D 303 RESET 1965
 BX2104  PID         -  BX2104
 BX2104  STATE/COUNTY-  TX/SABINE
 BX2104  USGS QUAD   -  MILAM (1984)
 BX2104
 BX2104                         *CURRENT SURVEY CONTROL
 BX2104  ___________________________________________________________________
 BX2104* NAD 83(1986)-  31 26 03.     (N)    093 50 22.     (W)     SCALED    
 BX2104* NAVD 88     -       100.58   (+/-2cm)     330.0    (feet)  VERTCON   
 BX2104  ___________________________________________________________________
 BX2104  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BX2104
 BX2104  VERT ORDER  -  THIRD (See Below)
 BX2104
 BX2104.The horizontal coordinates were scaled from a topographic map and have
 BX2104.an estimated accuracy of +/- 6 seconds.
 BX2104
 BX2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2104.The vertical order pertains to the NGVD 29 superseded value.
 BX2104
 BX2104.The geoid height was determined by GEOID03.
 BX2104
 BX2104;                    North         East    Units  Estimated Accuracy
 BX2104;SPC TX C     - 3,213,950.    1,316,960.      MT  (+/- 180 meters Scaled)
 BX2104
 BX2104                          SUPERSEDED SURVEY CONTROL
 BX2104
 BX2104  NGVD 29 (??/??/??)  100.63   (m)          330.2    (f) RESET       3  
 BX2104
 BX2104.Superseded values are not recommended for survey control.
 BX2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2104.See file dsdata.txt to determine how the superseded data were derived.
 BX2104
 BX2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ202780(NAD 83)
 BX2104_MARKER: DB = BENCH MARK DISK
 BX2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2104_STAMPING: D 303 RESET 1965
 BX2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2104+STABILITY: SURFACE MOTION
 BX2104
 BX2104  HISTORY     - Date     Condition        Report By
 BX2104  HISTORY     - 1965     MONUMENTED       CGS
 BX2104
 BX2104                          STATION DESCRIPTION
 BX2104
 BX2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX2104'0.45 MI E FROM MILAM.
 BX2104'0.45 MILE EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BX2104'HIGHWAY 21 AND 87 IN MILAM, SABINE COUNTY, TO SITE OF BENCH MARK, 60
 BX2104'FEET NORTH OF THE CENTER LINE OF HIGHWAY, 64 FEET WEST OF A POWER LINE
 BX2104'POLE, 1 FOOT EAST OF A METAL WITNESS POST, AND IS UNDER THE
 BX2104'RIGHT-OF-WAY FENCE LINE.  THE BENCH MARK IS AT TEXAS HIGHWAY
 BX2104'DEPARTMENT BASE LINE STATION 525 + 57.  A STANDARD DISK STAMPED D 303
 BX2104'RESET 1965, IS SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT
 BX2104'5 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0012 ***********************************************************************
 BL0012  DESIGNATION -  D 304
 BL0012  PID         -  BL0012
 BL0012  STATE/COUNTY-  TX/TYLER
 BL0012  USGS QUAD   -  WOODVILLE (1984)
 BL0012
 BL0012                         *CURRENT SURVEY CONTROL
 BL0012  ___________________________________________________________________
 BL0012* NAD 83(1986)-  30 51 10.     (N)    094 25 25.     (W)     SCALED    
 BL0012* NAVD 88     -        98.86   (+/-2cm)     324.3    (feet)  VERTCON   
 BL0012  ___________________________________________________________________
 BL0012  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BL0012
 BL0012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0012
 BL0012.The horizontal coordinates were scaled from a topographic map and have
 BL0012.an estimated accuracy of +/- 6 seconds.
 BL0012
 BL0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0012.The vertical order pertains to the NGVD 29 superseded value.
 BL0012
 BL0012.The geoid height was determined by GEOID03.
 BL0012
 BL0012;                    North         East    Units  Estimated Accuracy
 BL0012;SPC TX C     - 3,146,500.    1,264,940.      MT  (+/- 180 meters Scaled)
 BL0012
 BL0012                          SUPERSEDED SURVEY CONTROL
 BL0012
 BL0012  NGVD 29 (??/??/92)   98.859  (m)          324.34   (f) ADJ UNCH    2 0
 BL0012
 BL0012.Superseded values are not recommended for survey control.
 BL0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0012.See file dsdata.txt to determine how the superseded data were derived.
 BL0012
 BL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ638141(NAD 83)
 BL0012_MARKER: DB = BENCH MARK DISK
 BL0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0012_STAMPING: D 304 1934
 BL0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0012+STABILITY: SURFACE MOTION
 BL0012
 BL0012  HISTORY     - Date     Condition        Report By
 BL0012  HISTORY     - 1934     MONUMENTED       CGS
 BL0012
 BL0012                          STATION DESCRIPTION
 BL0012
 BL0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0012'3.9 MI SE FROM COLMESNEIL.
 BL0012'3.9 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0012'COLMESNEIL, TYLER COUNTY, 100 YARDS NORTH OF MILEPOST 90, AT A
 BL0012'PRIVATE-ROAD CROSSING, 36 FEET NORTH OF THE ROAD, 24 FEET WEST OF THE
 BL0012'CENTERLINE OF THE TRACK, 9 FEET NORTHWEST OF A POLE, AND SET IN THE
 BL0012'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0301 ***********************************************************************
 BL0301  DESIGNATION -  D 305
 BL0301  PID         -  BL0301
 BL0301  STATE/COUNTY-  TX/JEFFERSON
 BL0301  USGS QUAD   -  VOTH (1993)
 BL0301
 BL0301                         *CURRENT SURVEY CONTROL
 BL0301  ___________________________________________________________________
 BL0301* NAD 83(1986)-  30 10 08.     (N)    094 11 09.     (W)     SCALED    
 BL0301* NAVD 88     -         8.82   (+/-2cm)      28.9    (feet)  VERTCON   
 BL0301  ___________________________________________________________________
 BL0301  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0301
 BL0301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0301
 BL0301.The horizontal coordinates were scaled from a topographic map and have
 BL0301.an estimated accuracy of +/- 6 seconds.
 BL0301
 BL0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0301.The vertical order pertains to the NGVD 29 superseded value.
 BL0301
 BL0301.The geoid height was determined by GEOID03.
 BL0301
 BL0301;                    North         East    Units  Estimated Accuracy
 BL0301;SPC TXSC     - 4,268,390.    1,063,570.      MT  (+/- 180 meters Scaled)
 BL0301
 BL0301                          SUPERSEDED SURVEY CONTROL
 BL0301
 BL0301  NGVD 29 (??/??/92)    8.823  (m)           28.95   (f) ADJ UNCH    2 0
 BL0301
 BL0301.Superseded values are not recommended for survey control.
 BL0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0301.See file dsdata.txt to determine how the superseded data were derived.
 BL0301
 BL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP858380(NAD 83)
 BL0301_MARKER: DB = BENCH MARK DISK
 BL0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0301_STAMPING: D 305 1934
 BL0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0301+STABILITY: SURFACE MOTION
 BL0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0301+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL0301
 BL0301  HISTORY     - Date     Condition        Report By
 BL0301  HISTORY     - 1934     MONUMENTED       CGS
 BL0301  HISTORY     - 1967     GOOD             NGS
 BL0301  HISTORY     - 19910817 POOR             USPSQD
 BL0301  HISTORY     - 19930202 GOOD             USPSQD
 BL0301  HISTORY     - 19940724 GOOD             USPSQD
 BL0301  HISTORY     - 20001109 POOR             LOCSUR
 BL0301  HISTORY     - 20010331 GOOD             NGS
 BL0301  HISTORY     - 20010331 GOOD             NGS
 BL0301  HISTORY     - 20030304 GOOD             USPSQD
 BL0301  HISTORY     - 20050127 MARK NOT FOUND   USPSQD
 BL0301  HISTORY     - 20060304 GOOD             USPSQD
 BL0301
 BL0301                          STATION DESCRIPTION
 BL0301
 BL0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0301'0.5 MI S FROM VOTH.
 BL0301'0.5 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM VOTH,
 BL0301'JEFFERSON COUNTY, 105 FEET SOUTHWEST OF MILEPOST 38, 93 FEET EAST OF
 BL0301'THE SOUTHEAST CORNER OF A SMALL FRAME BUILDING, 48 FEET WEST OF THE
 BL0301'CENTERLINE OF THE TRACK, AND 36 FEET EAST OF THE CENTERLINE OF U.S.
 BL0301'HIGHWAY 69.  A STANDARD DISK, STAMPED D 305 1934 AND SET IN THE TOP OF
 BL0301'A CONCRETE POST.
 BL0301
 BL0301                          STATION RECOVERY (1967)
 BL0301
 BL0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BL0301'0.5 MILE SOUTH OF VOTH, 0.2 SOUTH ALONG VOTH ROAD FROM THE
 BL0301'INTERSECTION OF TRAM ROAD, 34 FEET EAST OF THE CENTER LINE OF VOTH
 BL0301'ROAD, 26 FEET NORTH OF THE INTERSECTION OF BLYTHEWOOD ROAD AND VOTH
 BL0301'ROAD, 76 FEET NORTHEAST OF ACONCRETE MONUMENT MARKING THE
 BL0301'RIGHT-OF-WAY INTERSECTION OF BLYTHEWOOD ROAD AND VOTH ROAD. NOTE--
 BL0301'THE TEXAS AND NEW ORLEANS RAILROAD RIGHT-OF-WAY NO LONGER EXISTS.
 BL0301
 BL0301                          STATION RECOVERY (1991)
 BL0301
 BL0301'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0301'MARK RECOVERED IN POOR CONDITION.
 BL0301
 BL0301                          STATION RECOVERY (1993)
 BL0301
 BL0301'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0301'RECOVERED IN GOOD CONDITION.
 BL0301
 BL0301                          STATION RECOVERY (1994)
 BL0301
 BL0301'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0301'RECOVERED IN GOOD CONDITION.
 BL0301
 BL0301                          STATION RECOVERY (2000)
 BL0301
 BL0301'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (ERS)
 BL0301'BENCHMARK D 305 WAS RECOVERED AND APPEARED TO BE IN GOOD CONDITION.
 BL0301'HOWEVER DIFFERENTIAL LEVELING FROM THREE OTHER NEARBY BENCHMARKS
 BL0301'INDICATES A DIFFERENCE OF APPROXIMATELY -0.92 FEET. THE ELEVATION ON
 BL0301'DATA SHEET IS 28.90 AND THE ELEVATION I DERIVED IS 28.005.
 BL0301
 BL0301                          STATION RECOVERY (2001)
 BL0301
 BL0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0301'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0301
 BL0301                          STATION RECOVERY (2001)
 BL0301
 BL0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0301'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0301
 BL0301                          STATION RECOVERY (2003)
 BL0301
 BL0301'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0301'RECOVERED IN GOOD CONDITION.
 BL0301
 BL0301                          STATION RECOVERY (2005)
 BL0301
 BL0301'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0301'MARK NOT FOUND.
 BL0301
 BL0301                          STATION RECOVERY (2006)
 BL0301
 BL0301'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL0301'FOUND AS DESCRIBED. RR TRACK IS GONE BUT LOCAL SURVEYOR HAVE MARKED
 BL0301'THE BENCHMARK WITH A SLAT AND ORANGE TAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0303 ***********************************************************************
 AX0303  DESIGNATION -  D 307
 AX0303  PID         -  AX0303
 AX0303  STATE/COUNTY-  TX/WHARTON
 AX0303  USGS QUAD   -  HUNGERFORD (1980)
 AX0303
 AX0303                         *CURRENT SURVEY CONTROL
 AX0303  ___________________________________________________________________
 AX0303* NAD 83(1986)-  29 23 41.     (N)    096 04 50.     (W)     SCALED    
 AX0303* NAVD 88     -        30.92   (+/-2cm)     101.4    (feet)  VERTCON   
 AX0303  ___________________________________________________________________
 AX0303  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0303
 AX0303  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0303
 AX0303.The horizontal coordinates were scaled from a topographic map and have
 AX0303.an estimated accuracy of +/- 6 seconds.
 AX0303
 AX0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0303.The vertical order pertains to the NGVD 29 superseded value.
 AX0303
 AX0303.The geoid height was determined by GEOID03.
 AX0303
 AX0303;                    North         East    Units  Estimated Accuracy
 AX0303;SPC TXSC     - 4,176,580.      883,310.      MT  (+/- 180 meters Scaled)
 AX0303
 AX0303                          SUPERSEDED SURVEY CONTROL
 AX0303
 AX0303  NGVD 29 (??/??/92)   30.922  (m)          101.45   (f) ADJ UNCH    2 0
 AX0303
 AX0303.Superseded values are not recommended for survey control.
 AX0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0303.See file dsdata.txt to determine how the superseded data were derived.
 AX0303
 AX0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT833552(NAD 83)
 AX0303_MARKER: DB = BENCH MARK DISK
 AX0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0303_STAMPING: D 307 1935
 AX0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0303+STABILITY: SURFACE MOTION
 AX0303
 AX0303  HISTORY     - Date     Condition        Report By
 AX0303  HISTORY     - 1935     MONUMENTED       CGS
 AX0303  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0303
 AX0303                          STATION DESCRIPTION
 AX0303
 AX0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0303'0.4 MI S FROM HUNGERFORD.
 AX0303'0.4 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0303'STATION AT HUNGERFORD, WHARTON COUNTY, 0.2 MILE NORTH OF MILEPOST 20,
 AX0303'0.3 MILE SOUTH OF THE CROSSING OF STATE HIGHWAY 60, AT THE CROSSING OF
 AX0303'A GRAVEL ROAD LEADING WEST, 46 FEET WEST OF THE CENTER LINE OF THE
 AX0303'TRACK, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 56 FEET EAST OF
 AX0303'THE CENTER LINE OF A ROAD PARALLELING THE TRACK, 9.4 FEET NORTHEAST OF
 AX0303'POLE 796, 1.9 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 3
 AX0303'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 307 1935 AND
 AX0303'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AX0303
 AX0303                          STATION RECOVERY (1987)
 AX0303
 AX0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0303'NOT RECOVERED.  A CONCRETE POST WAS RECOVERED AT THE DESCRIBED
 AX0303'LOCATION BUT THE TOP WAS BROKEN OFF AND THE DISK WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0486 ***********************************************************************
 BL0486  DESIGNATION -  D 309
 BL0486  PID         -  BL0486
 BL0486  STATE/COUNTY-  TX/HARDIN
 BL0486  USGS QUAD   -  VOTAW (1984)
 BL0486
 BL0486                         *CURRENT SURVEY CONTROL
 BL0486  ___________________________________________________________________
 BL0486* NAD 83(1986)-  30 25 58.     (N)    094 39 16.     (W)     SCALED    
 BL0486* NAVD 88     -        40.22   (+/-2cm)     132.0    (feet)  VERTCON   
 BL0486  ___________________________________________________________________
 BL0486  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL0486
 BL0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0486
 BL0486.The horizontal coordinates were scaled from a topographic map and have
 BL0486.an estimated accuracy of +/- 6 seconds.
 BL0486
 BL0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0486.The vertical order pertains to the NGVD 29 superseded value.
 BL0486
 BL0486.The geoid height was determined by GEOID03.
 BL0486
 BL0486;                    North         East    Units  Estimated Accuracy
 BL0486;SPC TX C     - 3,098,850.    1,245,270.      MT  (+/- 180 meters Scaled)
 BL0486
 BL0486                          SUPERSEDED SURVEY CONTROL
 BL0486
 BL0486  NGVD 29 (??/??/92)   40.221  (m)          131.96   (f) ADJ UNCH    2 0
 BL0486
 BL0486.Superseded values are not recommended for survey control.
 BL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0486.See file dsdata.txt to determine how the superseded data were derived.
 BL0486
 BL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP411679(NAD 83)
 BL0486_MARKER: DB = BENCH MARK DISK
 BL0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0486_STAMPING: D 309 1935
 BL0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0486+STABILITY: SURFACE MOTION
 BL0486
 BL0486  HISTORY     - Date     Condition        Report By
 BL0486  HISTORY     - 1935     MONUMENTED       CGS
 BL0486  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0486
 BL0486                          STATION DESCRIPTION
 BL0486
 BL0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL0486'1.2 MI E FROM VOTAW.
 BL0486'1.2 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0486'STATION AT VOTAW, HARDIN COUNTY, ABOUT 378 YARDS WEST OF MILEPOST 123,
 BL0486'AT THE EDGE OF A PINE FOREST, 64 YARDS SOUTHWEST OF A FARMHOUSE, 44
 BL0486'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 5 FEET SOUTH OF AN
 BL0486'18-INCH PINE TREE.  A STANDARD DISK, STAMPED D 309 1935 AND SET IN THE
 BL0486'TOP OF A CONCRETE POST.
 BL0486
 BL0486                          STATION RECOVERY (1977)
 BL0486
 BL0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0136 ***********************************************************************
 AZ0136  DESIGNATION -  D 31
 AZ0136  PID         -  AZ0136
 AZ0136  STATE/COUNTY-  TX/VAL VERDE
 AZ0136  USGS QUAD   -  DEL RIO SE (1972)
 AZ0136
 AZ0136                         *CURRENT SURVEY CONTROL
 AZ0136  ___________________________________________________________________
 AZ0136* NAD 83(1986)-  29 22 02.     (N)    100 47 52.     (W)     SCALED    
 AZ0136* NAVD 88     -       323.818  (meters)    1062.39   (feet)  POSTED    
 AZ0136  ___________________________________________________________________
 AZ0136  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0136  DYNAMIC HT  -         323.350 (meters)    1060.86  (feet)  COMP
 AZ0136  MODELED GRAV-     979,173.7   (mgal)                       NAVD 88
 AZ0136
 AZ0136  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0136
 AZ0136.The horizontal coordinates were scaled from a topographic map and have
 AZ0136.an estimated accuracy of +/- 6 seconds.
 AZ0136
 AZ0136.The orthometric height was determined by differential leveling
 AZ0136.and adjusted by the National Geodetic Survey in 1992..
 AZ0136.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0136.rate of 0.0 thru 1.0 mm/km.
 AZ0136
 AZ0136.The geoid height was determined by GEOID03.
 AZ0136
 AZ0136.The dynamic height is computed by dividing the NAVD 88
 AZ0136.geopotential number by the normal gravity value computed on the
 AZ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0136.degrees latitude (g = 980.6199 gals.).
 AZ0136
 AZ0136.The modeled gravity was interpolated from observed gravity values.
 AZ0136
 AZ0136;                    North         East    Units  Estimated Accuracy
 AZ0136;SPC TXSC     - 4,171,340.      425,480.      MT  (+/- 180 meters Scaled)
 AZ0136
 AZ0136                          SUPERSEDED SURVEY CONTROL
 AZ0136
 AZ0136  NGVD 29 (??/??/92)  323.750  (m)         1062.17   (f) ADJ UNCH    1 2
 AZ0136
 AZ0136.Superseded values are not recommended for survey control.
 AZ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0136.See file dsdata.txt to determine how the superseded data were derived.
 AZ0136
 AZ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT255500(NAD 83)
 AZ0136_MARKER: DB = BENCH MARK DISK
 AZ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0136_STAMPING: ELEV. 1062.455 FT. D 31 1917
 AZ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0136+STABILITY: SURFACE MOTION
 AZ0136
 AZ0136  HISTORY     - Date     Condition        Report By
 AZ0136  HISTORY     - 1917     MONUMENTED       CGS
 AZ0136  HISTORY     - 1957     GOOD             NGS
 AZ0136  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0136
 AZ0136                          STATION DESCRIPTION
 AZ0136
 AZ0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0136'6.6 MI E FROM DEL RIO.
 AZ0136'ABOUT 6.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0136'STATION AT DEL RIO, 9 1/4 RAILS NORTHEAST OF THE CENTER LINE OF THE
 AZ0136'ENTRANCE ROAD TO LAUGHLIN AIR FORCE BASE, 42 FEET SOUTHEAST OF THE
 AZ0136'SOUTHEAST RAIL, 5 FEET EAST OF MILE POST 372, 5 FEET NORTHWEST OF THE
 AZ0136'FENCE LINE, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE
 AZ0136'POST PROJECTING 1.4 FEET.
 AZ0136
 AZ0136                          STATION RECOVERY (1982)
 AZ0136
 AZ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0136'MARK NOT RECOVERED THIS DATE, CONSTRUCTION IN AREA, ASSUME BULLDOZED
 AZ0136'OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1699 ***********************************************************************
 AW1699  DESIGNATION -  D 310
 AW1699  PID         -  AW1699
 AW1699  STATE/COUNTY-  TX/GALVESTON
 AW1699  USGS QUAD   -  HIGH ISLAND (1994)
 AW1699
 AW1699                         *CURRENT SURVEY CONTROL
 AW1699  ___________________________________________________________________
 AW1699* NAD 83(1986)-  29 34 39.     (N)    094 23 43.     (W)     SCALED    
 AW1699* NAVD 88     -         0.50   (+/-2cm)       1.6    (feet)  VERTCON   
 AW1699  ___________________________________________________________________
 AW1699  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW1699
 AW1699  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1699
 AW1699.The horizontal coordinates were scaled from a topographic map and have
 AW1699.an estimated accuracy of +/- 6 seconds.
 AW1699
 AW1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1699.The vertical order pertains to the NGVD 29 superseded value.
 AW1699
 AW1699.The geoid height was determined by GEOID03.
 AW1699
 AW1699;                    North         East    Units  Estimated Accuracy
 AW1699;SPC TXSC     - 4,202,080.    1,045,990.      MT  (+/- 180 meters Scaled)
 AW1699
 AW1699                          SUPERSEDED SURVEY CONTROL
 AW1699
 AW1699  NGVD 29 (??/??/92)    0.498  (m)            1.63   (f) ADJ UNCH    1 2
 AW1699
 AW1699.Superseded values are not recommended for survey control.
 AW1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1699.See file dsdata.txt to determine how the superseded data were derived.
 AW1699
 AW1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN648727(NAD 83)
 AW1699_MARKER: DB = BENCH MARK DISK
 AW1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1699_STAMPING: D 310 1935 1.860
 AW1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1699+STABILITY: SURFACE MOTION
 AW1699
 AW1699  HISTORY     - Date     Condition        Report By
 AW1699  HISTORY     - 1935     MONUMENTED       CGS
 AW1699  HISTORY     - 1958     GOOD             NGS
 AW1699  HISTORY     - 1962     MARK NOT FOUND   USGS
 AW1699  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1699  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 AW1699  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1699  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW1699
 AW1699                          STATION DESCRIPTION
 AW1699
 AW1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1699'1.25 MI N FROM HIGH ISLAND.
 AW1699'ABOUT 1.25 MILES NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW1699'HIGH ISLAND, 292 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 AW1699'WEST OF THE WEST RAIL OF THE GULF, COLORADO AND SANTA FE RAILROAD 36
 AW1699'FEET EAST OF THE CENTER LINE OF A SHELL ROAD LEADING SOUTH, 37 FEET
 AW1699'SOUTH OF THE CENTER LINE OF AN EAST-WEST SHELL ROAD, 4 FEET NORTHWEST
 AW1699'OF TELEPHONE POLE 34-28, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 AW1699'LEVEL WITH THE RAILROAD TRACKS, AND IN THE TOP OF A CONCRETE POST
 AW1699'FLUSH WITH THE GROUND.
 AW1699
 AW1699                          STATION RECOVERY (1962)
 AW1699
 AW1699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AW1699'MARK NOT FOUND.
 AW1699
 AW1699                          STATION RECOVERY (1978)
 AW1699
 AW1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1699'NOT RECOVERED.
 AW1699
 AW1699                          STATION RECOVERY (1999)
 AW1699
 AW1699'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1699'MARK NOT FOUND.
 AW1699
 AW1699                          STATION RECOVERY (2003)
 AW1699
 AW1699'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1699'MARK NOT FOUND.
 AW1699
 AW1699                          STATION RECOVERY (2005)
 AW1699
 AW1699'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0248 ***********************************************************************
 BM0248  DESIGNATION -  D 311
 BM0248  PID         -  BM0248
 BM0248  STATE/COUNTY-  TX/LEE
 BM0248  USGS QUAD   -  WARDA (1989)
 BM0248
 BM0248                         *CURRENT SURVEY CONTROL
 BM0248  ___________________________________________________________________
 BM0248* NAD 83(1986)-  30 07 13.     (N)    096 57 48.     (W)     SCALED    
 BM0248* NAVD 88     -       133.47   (+/-2cm)     437.9    (feet)  VERTCON   
 BM0248  ___________________________________________________________________
 BM0248  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0248
 BM0248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0248
 BM0248.The horizontal coordinates were scaled from a topographic map and have
 BM0248.an estimated accuracy of +/- 6 seconds.
 BM0248
 BM0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0248.The vertical order pertains to the NGVD 29 superseded value.
 BM0248
 BM0248.The geoid height was determined by GEOID03.
 BM0248
 BM0248;                    North         East    Units  Estimated Accuracy
 BM0248;SPC TX C     - 3,055,210.    1,024,720.      MT  (+/- 180 meters Scaled)
 BM0248
 BM0248                          SUPERSEDED SURVEY CONTROL
 BM0248
 BM0248  NGVD 29 (??/??/92)  133.417  (m)          437.72   (f) ADJ UNCH    2 0
 BM0248
 BM0248.Superseded values are not recommended for survey control.
 BM0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0248.See file dsdata.txt to determine how the superseded data were derived.
 BM0248
 BM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU962338(NAD 83)
 BM0248_MARKER: DB = BENCH MARK DISK
 BM0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0248_STAMPING: D 311 1935
 BM0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0248+STABILITY: SURFACE MOTION
 BM0248
 BM0248  HISTORY     - Date     Condition        Report By
 BM0248  HISTORY     - 1935     MONUMENTED       CGS
 BM0248
 BM0248                          STATION DESCRIPTION
 BM0248
 BM0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0248'1.4 MI N FROM NORTHRUP.
 BM0248'1.4 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0248'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT NORTHRUP, 0.3 MILE NORTH
 BM0248'OF MILEPOST 62, AT A ROAD CROSSING, 79 FEET SOUTHEAST OF THE
 BM0248'CENTERLINE OF THE TRACK, 41 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 BM0248'AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED D 311 1935 AND
 BM0248'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1453 ***********************************************************************
 BL1453  DESIGNATION -  D 312
 BL1453  PID         -  BL1453
 BL1453  STATE/COUNTY-  TX/GRIMES
 BL1453  USGS QUAD   -  PLANTERSVILLE (1962)
 BL1453
 BL1453                         *CURRENT SURVEY CONTROL
 BL1453  ___________________________________________________________________
 BL1453* NAD 83(1986)-  30 20 12.     (N)    095 51 54.     (W)     SCALED    
 BL1453* NAVD 88     -       100.06   (+/-2cm)     328.3    (feet)  VERTCON   
 BL1453  ___________________________________________________________________
 BL1453  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL1453
 BL1453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1453
 BL1453.The horizontal coordinates were scaled from a topographic map and have
 BL1453.an estimated accuracy of +/- 6 seconds.
 BL1453
 BL1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1453.The vertical order pertains to the NGVD 29 superseded value.
 BL1453
 BL1453.The geoid height was determined by GEOID03.
 BL1453
 BL1453;                    North         East    Units  Estimated Accuracy
 BL1453;SPC TX C     - 3,082,900.    1,129,530.      MT  (+/- 180 meters Scaled)
 BL1453
 BL1453                          SUPERSEDED SURVEY CONTROL
 BL1453
 BL1453  NGVD 29 (??/??/92)  100.044  (m)          328.23   (f) ADJ UNCH    2 0
 BL1453
 BL1453.Superseded values are not recommended for survey control.
 BL1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1453.See file dsdata.txt to determine how the superseded data were derived.
 BL1453
 BL1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP245595(NAD 83)
 BL1453_MARKER: DB = BENCH MARK DISK
 BL1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1453_STAMPING: D 312 1935
 BL1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1453+STABILITY: SURFACE MOTION
 BL1453
 BL1453  HISTORY     - Date     Condition        Report By
 BL1453  HISTORY     - 1935     MONUMENTED       CGS
 BL1453  HISTORY     - 1954     GOOD             NGS
 BL1453  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1453
 BL1453                          STATION DESCRIPTION
 BL1453
 BL1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1453'IN PLANTERSVILLE.
 BL1453'AT PLANTERSVILLE, 72.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 BL1453'GULF, COLORADO AND SANTA FE RAILROAD STATION, 24 FEET NORTHEAST OF THE
 BL1453'CENTER LINE OF A GRAVELED ROAD, 34.5 FEET SOUTHEAST OF THE SOUTHEAST
 BL1453'RAIL, 8.2 FEET NORTHEAST OF A POWER POLE, SET IN THE TOP OF A CONCRETE
 BL1453'POST WHICH IS FLUSH WITH THE GROUND.
 BL1453
 BL1453                          STATION RECOVERY (1994)
 BL1453
 BL1453'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0055 ***********************************************************************
 BM0055  DESIGNATION -  D 314
 BM0055  PID         -  BM0055
 BM0055  STATE/COUNTY-  TX/BRAZOS
 BM0055  USGS QUAD   -  BRYAN WEST (1980)
 BM0055
 BM0055                         *CURRENT SURVEY CONTROL
 BM0055  ___________________________________________________________________
 BM0055* NAD 83(1986)-  30 44 07.     (N)    096 26 48.     (W)     SCALED    
 BM0055* NAVD 88     -       106.16   (+/-2cm)     348.3    (feet)  VERTCON   
 BM0055  ___________________________________________________________________
 BM0055  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BM0055
 BM0055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0055
 BM0055.The horizontal coordinates were scaled from a topographic map and have
 BM0055.an estimated accuracy of +/- 6 seconds.
 BM0055
 BM0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0055.The vertical order pertains to the NGVD 29 superseded value.
 BM0055
 BM0055.The geoid height was determined by GEOID03.
 BM0055
 BM0055;                    North         East    Units  Estimated Accuracy
 BM0055;SPC TX C     - 3,124,960.    1,072,100.      MT  (+/- 180 meters Scaled)
 BM0055
 BM0055                          SUPERSEDED SURVEY CONTROL
 BM0055
 BM0055  NGVD 29 (??/??/92)  106.127  (m)          348.19   (f) ADJ UNCH    2 0
 BM0055
 BM0055.Superseded values are not recommended for survey control.
 BM0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0055.See file dsdata.txt to determine how the superseded data were derived.
 BM0055
 BM0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV444030(NAD 83)
 BM0055_MARKER: DB = BENCH MARK DISK
 BM0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0055_STAMPING: D 314 1935
 BM0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0055+STABILITY: SURFACE MOTION
 BM0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0055+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 BM0055
 BM0055  HISTORY     - Date     Condition        Report By
 BM0055  HISTORY     - 1935     MONUMENTED       CGS
 BM0055  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0055  HISTORY     - 20040328 GOOD             GEOCAC
 BM0055  HISTORY     - 20050622 GOOD             JCLS
 BM0055
 BM0055                          STATION DESCRIPTION
 BM0055
 BM0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0055'6.7 MI N FROM BRYAN.
 BM0055'6.7 MILES NORTH OF AND ALONG THE S.P.R.R.  550 YARDS NORTH OF MILE
 BM0055'POLE 106, 17 YARDS EAST OF CENTER OF THE TRACK, 40 YARDS NORTH OF A
 BM0055'SIGN ON THE R.R., AND AT A T FENCE EAST.
 BM0055
 BM0055                          STATION RECOVERY (1994)
 BM0055
 BM0055'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0055'MARK NOT FOUND.
 BM0055
 BM0055                          STATION RECOVERY (2004)
 BM0055
 BM0055'RECOVERY NOTE BY GEOCACHING 2004 (DMW)
 BM0055'FROM THE INTERSECTION OF STATE HWY OSR (OLD SAN ANTONIO ROAD) AND
 BM0055'STATE HWY 6 (US HWY 190), PROCEED 1 MILE SOUTHEAST ALONG THE SOUTH
 BM0055'SIDE SERVICE ROAD OF HWY 6, THEN .36 MILE SOUTHWEST ALONG MIKULIN ROAD
 BM0055'TO THE MARK ON THE LEFT.
 BM0055'THE MARK IS ABOUT 107 FEET SOUTHEAST OF THE CENTER OF MIKULIN ROAD,
 BM0055'ABOUT 56 FEET NORTHEAST OF THE CENTER OF THE RAILROAD TRACKS, 10 FEET
 BM0055'NORTHWEST OF A BURIED FIBER OPTIC CABLE WARNING POST, 5 FEET NORTHWEST
 BM0055'OF A CORNER POST IN A BARBED WIRE FENCE, AND 4 FEET SOUTHEAST OF THE
 BM0055'METAL POST IN THE SOUTHEAST CORNER OF THE FENCE AROUND CITY OF BRYAN
 BM0055'WATER WELL 17.
 BM0055
 BM0055                          STATION RECOVERY (2005)
 BM0055
 BM0055'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 BM0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1870 ***********************************************************************
 AX1870  DESIGNATION -  D 315
 AX1870  PID         -  AX1870
 AX1870  STATE/COUNTY-  TX/WILSON
 AX1870  USGS QUAD   -  STOCKDALE (1987)
 AX1870
 AX1870                         *CURRENT SURVEY CONTROL
 AX1870  ___________________________________________________________________
 AX1870* NAD 83(1986)-  29 14 12.     (N)    097 57 35.     (W)     SCALED    
 AX1870* NAVD 88     -       134.22   (+/-2cm)     440.4    (feet)  VERTCON   
 AX1870  ___________________________________________________________________
 AX1870  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AX1870
 AX1870  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1870
 AX1870.The horizontal coordinates were scaled from a topographic map and have
 AX1870.an estimated accuracy of +/- 6 seconds.
 AX1870
 AX1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1870.The vertical order pertains to the NGVD 29 superseded value.
 AX1870
 AX1870.The geoid height was determined by GEOID03.
 AX1870
 AX1870;                    North         East    Units  Estimated Accuracy
 AX1870;SPC TXSC     - 4,155,980.      701,120.      MT  (+/- 180 meters Scaled)
 AX1870
 AX1870                          SUPERSEDED SURVEY CONTROL
 AX1870
 AX1870  NGVD 29 (??/??/92)  134.162  (m)          440.16   (f) ADJ UNCH    2 0
 AX1870
 AX1870.Superseded values are not recommended for survey control.
 AX1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1870.See file dsdata.txt to determine how the superseded data were derived.
 AX1870
 AX1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT010346(NAD 83)
 AX1870_MARKER: DB = BENCH MARK DISK
 AX1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1870_STAMPING: D 315 1935
 AX1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1870+STABILITY: SURFACE MOTION
 AX1870
 AX1870  HISTORY     - Date     Condition        Report By
 AX1870  HISTORY     - 1935     MONUMENTED       CGS
 AX1870  HISTORY     - 1961     GOOD             USGS
 AX1870  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1870
 AX1870                          STATION DESCRIPTION
 AX1870
 AX1870'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AX1870'IN STOCKDALE.
 AX1870'AT STOCKDALE, WILSON COUNTY, AT THE INTERSECTION OF STATE HIGHWAY 123
 AX1870'AND U.S. HIGHWAY 87, 49.2 FEET NORTHEAST OF THE CENTER LINE OF STATE
 AX1870'HIGHWAY 123, 31.6 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 AX1870'87, AT A LARGE SERVICE STATION, 19 FEET SOUTH OF THE SOUTH CORNER OF
 AX1870'THE CONCRETE FOUNDATION OF THE GASOLINE PUMPS, AND ABOUT 1.5 FEET
 AX1870'LOWER THAN STATE HIGHWAY 123.  A STATE SURVEY STANDARD DISK, STAMPED D
 AX1870'315 1935 AND SET IN THE TOP OF A CONCRETE POST.
 AX1870
 AX1870                          STATION RECOVERY (1996)
 AX1870
 AX1870'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1431 ***********************************************************************
 BY1431  DESIGNATION -  D 318
 BY1431  PID         -  BY1431
 BY1431  STATE/COUNTY-  TX/HOUSTON
 BY1431  USGS QUAD   -  BEREA (1951)
 BY1431
 BY1431                         *CURRENT SURVEY CONTROL
 BY1431  ___________________________________________________________________
 BY1431* NAD 83(1986)-  31 20 10.     (N)    095 18 07.     (W)     SCALED    
 BY1431* NAVD 88     -       124.66   (+/-2cm)     409.0    (feet)  VERTCON   
 BY1431  ___________________________________________________________________
 BY1431  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1431
 BY1431  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1431
 BY1431.The horizontal coordinates were scaled from a topographic map and have
 BY1431.an estimated accuracy of +/- 6 seconds.
 BY1431
 BY1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1431.The vertical order pertains to the NGVD 29 superseded value.
 BY1431
 BY1431.The geoid height was determined by GEOID03.
 BY1431
 BY1431;                    North         East    Units  Estimated Accuracy
 BY1431;SPC TX C     - 3,195,890.    1,178,610.      MT  (+/- 180 meters Scaled)
 BY1431
 BY1431                          SUPERSEDED SURVEY CONTROL
 BY1431
 BY1431  NGVD 29 (??/??/92)  124.667  (m)          409.01   (f) ADJ UNCH    2 0
 BY1431
 BY1431.Superseded values are not recommended for survey control.
 BY1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1431.See file dsdata.txt to determine how the superseded data were derived.
 BY1431
 BY1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ809691(NAD 83)
 BY1431_MARKER: DB = BENCH MARK DISK
 BY1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1431_STAMPING: D 318 1935
 BY1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1431+STABILITY: SURFACE MOTION
 BY1431
 BY1431  HISTORY     - Date     Condition        Report By
 BY1431  HISTORY     - 1935     MONUMENTED       CGS
 BY1431  HISTORY     - 1942     GOOD             NGS
 BY1431
 BY1431                          STATION DESCRIPTION
 BY1431
 BY1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BY1431'9.5 MI E FROM CROCKETT.
 BY1431'9.5 MILES EAST ALONG STATE HIGHWAY 7 FROM CROCKETT, HOUSTON COUNTY,
 BY1431'0.6 MILE EAST OF THE JUNCTION OF A ROAD LEADING NORTH, 0.2 MILE WEST
 BY1431'OF A CULVERT OVER A SMALL CREEK, 55 FEET WEST ACROSS THE HIGHWAY FROM
 BY1431'THE HODGES BRICK STORE, 48 FEET NORTH OF THE CENTERLINE OF THE
 BY1431'HIGHWAY, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 BY1431'STAMPED D 318 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0295 ***********************************************************************
 BM0295  DESIGNATION -  D 319
 BM0295  PID         -  BM0295
 BM0295  STATE/COUNTY-  TX/ROBERTSON
 BM0295  USGS QUAD   -  CALVERT (1989)
 BM0295
 BM0295                         *CURRENT SURVEY CONTROL
 BM0295  ___________________________________________________________________
 BM0295* NAD 83(1986)-  30 57 45.     (N)    096 39 32.     (W)     SCALED    
 BM0295* NAVD 88     -       107.51   (+/-2cm)     352.7    (feet)  VERTCON   
 BM0295  ___________________________________________________________________
 BM0295  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 BM0295
 BM0295  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0295
 BM0295.The horizontal coordinates were scaled from a topographic map and have
 BM0295.an estimated accuracy of +/- 6 seconds.
 BM0295
 BM0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0295.The vertical order pertains to the NGVD 29 superseded value.
 BM0295
 BM0295.The geoid height was determined by GEOID03.
 BM0295
 BM0295;                    North         East    Units  Estimated Accuracy
 BM0295;SPC TX C     - 3,149,450.    1,050,960.      MT  (+/- 180 meters Scaled)
 BM0295
 BM0295                          SUPERSEDED SURVEY CONTROL
 BM0295
 BM0295  NGVD 29 (??/??/92)  107.471  (m)          352.59   (f) ADJ UNCH    2 0
 BM0295
 BM0295.Superseded values are not recommended for survey control.
 BM0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0295.See file dsdata.txt to determine how the superseded data were derived.
 BM0295
 BM0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV236277(NAD 83)
 BM0295_MARKER: DB = BENCH MARK DISK
 BM0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0295_STAMPING: D 319 1935
 BM0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0295+STABILITY: SURFACE MOTION
 BM0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0295+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 BM0295
 BM0295  HISTORY     - Date     Condition        Report By
 BM0295  HISTORY     - 1935     MONUMENTED       CGS
 BM0295  HISTORY     - 19940820 GOOD             USPSQD
 BM0295  HISTORY     - 20060420 GOOD             JAC
 BM0295
 BM0295                          STATION DESCRIPTION
 BM0295
 BM0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0295'1.4 MI S FROM CALVERT.
 BM0295'1.4 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0295'STATION AT CALVERT, ROBERTSON COUNTY, AT THE CROSSING OF A PRIVATE
 BM0295'ROAD LEADING TO A DAIRY, 37 FEET WEST OF THE CENTERLINE OF THE TRACK,
 BM0295'22 FEET SOUTH OF THE CENTER OF A CATTLE GUARD ON THE WEST SIDE OF THE
 BM0295'CROSSING, AND 8 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 BM0295'STAMPED D 319 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BM0295
 BM0295                          STATION RECOVERY (1994)
 BM0295
 BM0295'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0295'RECOVERED IN GOOD CONDITION.
 BM0295
 BM0295                          STATION RECOVERY (2006)
 BM0295
 BM0295'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 BM0295'THE DAIRY FARM IS NO LONGER OPERATING.  THE PRIVATE ROAD CROSSING IS
 BM0295'NOW S. BEECH STREET.  THE CATTLE GUARD AND RIGHT OF WAY FENCE ARE
 BM0295'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0462 ***********************************************************************
 AV0462  DESIGNATION -  D 32
 AV0462  PID         -  AV0462
 AV0462  STATE/COUNTY-  TX/JEFFERSON
 AV0462  USGS QUAD   -  TEXAS POINT (1993)
 AV0462
 AV0462                         *CURRENT SURVEY CONTROL
 AV0462  ___________________________________________________________________
 AV0462* NAD 83(1986)-  29 41 21.     (N)    093 50 32.     (W)     SCALED    
 AV0462* NAVD 88     -         1.00   (+/-2cm)       3.3    (feet)  VERTCON   
 AV0462  ___________________________________________________________________
 AV0462  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AV0462
 AV0462  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0462
 AV0462.The horizontal coordinates were scaled from a topographic map and have
 AV0462.an estimated accuracy of +/- 6 seconds.
 AV0462
 AV0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0462.The vertical order pertains to the NGVD 29 superseded value.
 AV0462
 AV0462.The geoid height was determined by GEOID03.
 AV0462
 AV0462;                    North         East    Units  Estimated Accuracy
 AV0462;SPC TXSC     - 4,216,680.    1,098,980.      MT  (+/- 180 meters Scaled)
 AV0462
 AV0462                          SUPERSEDED SURVEY CONTROL
 AV0462
 AV0462  NGVD 29 (??/??/??)    0.992  (m)            3.25   (f) ADJUSTED    1 2
 AV0462
 AV0462.Superseded values are not recommended for survey control.
 AV0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0462.See file dsdata.txt to determine how the superseded data were derived.
 AV0462
 AV0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN185846(NAD 83)
 AV0462_MARKER: DB = BENCH MARK DISK
 AV0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AV0462_SP_SET: FOUNDATION
 AV0462_STAMPING: D 32 1923
 AV0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0462
 AV0462  HISTORY     - Date     Condition        Report By
 AV0462  HISTORY     - 1923     MONUMENTED       CGS
 AV0462  HISTORY     - 1960     GOOD             CGS
 AV0462  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0462
 AV0462                          STATION DESCRIPTION
 AV0462
 AV0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AV0462'2.45 MI SE FROM SABINE.
 AV0462'ABOUT 0.1 MILE SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AV0462'SABINE, THENCE 0.25 MILE NORTHEAST ALONG A PAVED ROAD, THENCE 2.1
 AV0462'MILES SOUTHEAST ALONG A PAVED ROAD TO THE SABINE PASS WEST JETTY, 93
 AV0462'FEET SOUTHWEST OF THE CENTER LINE OF THE JETTY, IN THE TOP OF THE
 AV0462'SOUTHEAST CORNER OF AN ABANDONED CONCRETE FOUNDATION WHICH PROJECTS
 AV0462'1.0 FOOT ABOVE THE GROUND, 175 FEET NORTHWEST OF THE NORTH CORNER OF
 AV0462'THE PILOT OFFICE BUILDING, AND 20 1/2 FEET SOUTHEST OF A POWER POLE
 AV0462'BEARING A TRANSFORMER.
 AV0462
 AV0462                          STATION RECOVERY (1984)
 AV0462
 AV0462'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0528 ***********************************************************************
 BZ0528  DESIGNATION -  D 320
 BZ0528  PID         -  BZ0528
 BZ0528  STATE/COUNTY-  TX/MCLENNAN
 BZ0528  USGS QUAD   -  RIESEL (1978)
 BZ0528
 BZ0528                         *CURRENT SURVEY CONTROL
 BZ0528  ___________________________________________________________________
 BZ0528* NAD 83(1986)-  31 28 34.     (N)    096 55 37.     (W)     SCALED    
 BZ0528* NAVD 88     -       145.09   (+/-2cm)     476.0    (feet)  VERTCON   
 BZ0528  ___________________________________________________________________
 BZ0528  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BZ0528
 BZ0528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0528
 BZ0528.The horizontal coordinates were scaled from a topographic map and have
 BZ0528.an estimated accuracy of +/- 6 seconds.
 BZ0528
 BZ0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0528.The vertical order pertains to the NGVD 29 superseded value.
 BZ0528
 BZ0528.The geoid height was determined by GEOID03.
 BZ0528
 BZ0528;                    North         East    Units  Estimated Accuracy
 BZ0528;SPC TX C     - 3,205,540.    1,023,620.      MT  (+/- 180 meters Scaled)
 BZ0528
 BZ0528                          SUPERSEDED SURVEY CONTROL
 BZ0528
 BZ0528  NGVD 29 (??/??/92)  145.030  (m)          475.82   (f) ADJ UNCH    2 0
 BZ0528
 BZ0528.Superseded values are not recommended for survey control.
 BZ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0528.See file dsdata.txt to determine how the superseded data were derived.
 BZ0528
 BZ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV969842(NAD 83)
 BZ0528_MARKER: DB = BENCH MARK DISK
 BZ0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0528_STAMPING: D 320 1935
 BZ0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0528+STABILITY: SURFACE MOTION
 BZ0528
 BZ0528  HISTORY     - Date     Condition        Report By
 BZ0528  HISTORY     - 1935     MONUMENTED       CGS
 BZ0528  HISTORY     - 1957     MARK NOT FOUND   USGS
 BZ0528  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0528  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0528
 BZ0528                          STATION DESCRIPTION
 BZ0528
 BZ0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0528'IN RIESEL.
 BZ0528'AT RIESEL, MCLENNAN COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD,
 BZ0528'ABOUT 230 YARDS NORTH OF THE STATION, IN LINE WITH THE SOUTH END OF A
 BZ0528'GIN OF THE RIESEL GIN CO., AND 84 FEET EAST OF THE CENTERLINE OF THE
 BZ0528'TRACK.  A STANDARD DISK, STAMPED D 320 1935 AND SET IN THE TOP OF A
 BZ0528'CONCRETE POST.  NOTE-- THE OLD ROAD HAS BEEN WIDENED NEAR THE SITE OF
 BZ0528'THIS MARK AND A WIDE DRAIN DITCH HAS BEEN CONSTRUCTED.  NOTE-- DITCH
 BZ0528'WAS DUG.
 BZ0528
 BZ0528                          STATION RECOVERY (1957)
 BZ0528
 BZ0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BZ0528'MARK NOT FOUND.
 BZ0528
 BZ0528                          STATION RECOVERY (2001)
 BZ0528
 BZ0528'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ0528'MARK NOT FOUND.
 BZ0528
 BZ0528                          STATION RECOVERY (2003)
 BZ0528
 BZ0528'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0026 ***********************************************************************
 BZ0026  DESIGNATION -  D 321
 BZ0026  PID         -  BZ0026
 BZ0026  STATE/COUNTY-  TX/LIMESTONE
 BZ0026  USGS QUAD   -  FALLON (1982)
 BZ0026
 BZ0026                         *CURRENT SURVEY CONTROL
 BZ0026  ___________________________________________________________________
 BZ0026* NAD 83(1986)-  31 37 28.     (N)    096 29 04.     (W)     SCALED    
 BZ0026* NAVD 88     -       132.75   (+/-2cm)     435.5    (feet)  VERTCON   
 BZ0026  ___________________________________________________________________
 BZ0026  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 BZ0026
 BZ0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0026
 BZ0026.The horizontal coordinates were scaled from a topographic map and have
 BZ0026.an estimated accuracy of +/- 6 seconds.
 BZ0026
 BZ0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0026.The vertical order pertains to the NGVD 29 superseded value.
 BZ0026
 BZ0026.The geoid height was determined by GEOID03.
 BZ0026
 BZ0026;                    North         East    Units  Estimated Accuracy
 BZ0026;SPC TX C     - 3,223,350.    1,065,070.      MT  (+/- 180 meters Scaled)
 BZ0026
 BZ0026                          SUPERSEDED SURVEY CONTROL
 BZ0026
 BZ0026  NGVD 29 (??/??/92)  132.70   (m)          435.4    (f) COMPUTED    2 0
 BZ0026
 BZ0026.Superseded values are not recommended for survey control.
 BZ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0026.See file dsdata.txt to determine how the superseded data were derived.
 BZ0026
 BZ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA386015(NAD 83)
 BZ0026_MARKER: DB = BENCH MARK DISK
 BZ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0026_STAMPING: D 321 1935
 BZ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0026+STABILITY: SURFACE MOTION
 BZ0026
 BZ0026  HISTORY     - Date     Condition        Report By
 BZ0026  HISTORY     - 1935     MONUMENTED       CGS
 BZ0026
 BZ0026                          STATION DESCRIPTION
 BZ0026
 BZ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0026'3.9 MI S FROM MEXIA.
 BZ0026'3.9 MI S OF AND ALONG THE SOUTHERN PACIFIC R R. ABOUT 0.2 MILE N OF
 BZ0026'MILEPOST 177.  26 FEET S OF A T FENCE RUNNING NE AND SW.  36 FEET E OF
 BZ0026'CENTER OF TRACK.  1 FOOT E OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0786 ***********************************************************************
 BZ0786  DESIGNATION -  D 322
 BZ0786  PID         -  BZ0786
 BZ0786  STATE/COUNTY-  TX/MCLENNAN
 BZ0786  USGS QUAD   -  BRUCEVILLE (1993)
 BZ0786
 BZ0786                         *CURRENT SURVEY CONTROL
 BZ0786  ___________________________________________________________________
 BZ0786* NAD 83(1986)-  31 21 00.     (N)    097 13 29.     (W)     SCALED    
 BZ0786* NAVD 88     -       178.760  (meters)     586.48   (feet)  ADJUSTED  
 BZ0786  ___________________________________________________________________
 BZ0786  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BZ0786  DYNAMIC HT  -         178.529 (meters)     585.72  (feet)  COMP
 BZ0786  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 BZ0786
 BZ0786  VERT ORDER  -  FIRST     CLASS II
 BZ0786
 BZ0786.The horizontal coordinates were scaled from a topographic map and have
 BZ0786.an estimated accuracy of +/- 6 seconds.
 BZ0786
 BZ0786.The orthometric height was determined by differential leveling
 BZ0786.and adjusted by the National Geodetic Survey in June 1991..
 BZ0786
 BZ0786.The geoid height was determined by GEOID03.
 BZ0786
 BZ0786.The dynamic height is computed by dividing the NAVD 88
 BZ0786.geopotential number by the normal gravity value computed on the
 BZ0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0786.degrees latitude (g = 980.6199 gals.).
 BZ0786
 BZ0786.The modeled gravity was interpolated from observed gravity values.
 BZ0786
 BZ0786;                    North         East    Units  Estimated Accuracy
 BZ0786;SPC TX C     - 3,190,740.      995,730.      MT  (+/- 180 meters Scaled)
 BZ0786
 BZ0786                          SUPERSEDED SURVEY CONTROL
 BZ0786
 BZ0786  NGVD 29 (??/??/92)  178.691  (m)          586.26   (f) ADJ UNCH    1 2
 BZ0786
 BZ0786.Superseded values are not recommended for survey control.
 BZ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0786.See file dsdata.txt to determine how the superseded data were derived.
 BZ0786
 BZ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV688697(NAD 83)
 BZ0786_MARKER: DB = BENCH MARK DISK
 BZ0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0786_SP_SET: CULVERT
 BZ0786_STAMPING: D 322 1935
 BZ0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0786
 BZ0786  HISTORY     - Date     Condition        Report By
 BZ0786  HISTORY     - 1935     MONUMENTED       CGS
 BZ0786  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0786  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0786  HISTORY     - 20031010 GOOD             USPSQD
 BZ0786
 BZ0786                          STATION DESCRIPTION
 BZ0786
 BZ0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0786'2.3 MI S FROM LORENA.
 BZ0786'2.3 MILES SOUTH OF AND ALONG THE M.K.T.R.R.  SET HORIZONTAL IN THE
 BZ0786'NORTH END OF THE WEST HEADWALL OF A CONCRETE R.R. CULVERT.
 BZ0786
 BZ0786                          STATION RECOVERY (1995)
 BZ0786
 BZ0786'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0786'MARK NOT FOUND.
 BZ0786
 BZ0786                          STATION RECOVERY (2001)
 BZ0786
 BZ0786'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0786'MARK NOT FOUND.
 BZ0786
 BZ0786                          STATION RECOVERY (2003)
 BZ0786
 BZ0786'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0109 ***********************************************************************
 BN0109  DESIGNATION -  D 323
 BN0109  PID         -  BN0109
 BN0109  STATE/COUNTY-  TX/BLANCO
 BN0109  USGS QUAD   -  BLANCO (1963)
 BN0109
 BN0109                         *CURRENT SURVEY CONTROL
 BN0109  ___________________________________________________________________
 BN0109* NAD 83(1986)-  30 05 49.     (N)    098 25 17.     (W)     SCALED    
 BN0109* NAVD 88     -       403.651  (meters)    1324.31   (feet)  ADJUSTED  
 BN0109  ___________________________________________________________________
 BN0109  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 BN0109  DYNAMIC HT  -         403.088 (meters)    1322.46  (feet)  COMP
 BN0109  MODELED GRAV-     979,236.6   (mgal)                       NAVD 88
 BN0109
 BN0109  VERT ORDER  -  SECOND    CLASS 0
 BN0109
 BN0109.The horizontal coordinates were scaled from a topographic map and have
 BN0109.an estimated accuracy of +/- 6 seconds.
 BN0109
 BN0109.The orthometric height was determined by differential leveling
 BN0109.and adjusted by the National Geodetic Survey in June 1991..
 BN0109
 BN0109.The geoid height was determined by GEOID03.
 BN0109
 BN0109.The dynamic height is computed by dividing the NAVD 88
 BN0109.geopotential number by the normal gravity value computed on the
 BN0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0109.degrees latitude (g = 980.6199 gals.).
 BN0109
 BN0109.The modeled gravity was interpolated from observed gravity values.
 BN0109
 BN0109;                    North         East    Units  Estimated Accuracy
 BN0109;SPC TX C     - 3,049,280.      884,290.      MT  (+/- 180 meters Scaled)
 BN0109
 BN0109                          SUPERSEDED SURVEY CONTROL
 BN0109
 BN0109  NGVD 29 (??/??/92)  403.559  (m)         1324.01   (f) ADJ UNCH    2 0
 BN0109
 BN0109.Superseded values are not recommended for survey control.
 BN0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0109.See file dsdata.txt to determine how the superseded data were derived.
 BN0109
 BN0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU557296(NAD 83)
 BN0109_MARKER: DB = BENCH MARK DISK
 BN0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0109_SP_SET: BUILDING
 BN0109_STAMPING: D 323 1935
 BN0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0109
 BN0109  HISTORY     - Date     Condition        Report By
 BN0109  HISTORY     - 1935     MONUMENTED       CGS
 BN0109  HISTORY     - 1963     GOOD             USGS
 BN0109  HISTORY     - 1990     GOOD             USPSQD
 BN0109  HISTORY     - 1991     GOOD             USPSQD
 BN0109  HISTORY     - 20020928 GOOD             USPSQD
 BN0109
 BN0109                          STATION DESCRIPTION
 BN0109
 BN0109'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BN0109'IN BLANCO.
 BN0109'AT BLANCO, BLANCO COUNTY, AT THE FORMER COUNTY COURTHOUSE, IN THE
 BN0109'NORTHEAST CORNER OF THE SQUARE, 66 FT. SOUTH OF THE E-W STREET
 BN0109'CENTERLINE, 61 FT. WEST OF THE N-S STREET CENTERLINE, 113 FT.
 BN0109'NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, ETC.  NOTE-- THE BM
 BN0109'DOES NOT APPEAR TO HAVE BEEN MOVED, BUT THE DESCRIPTION DOES NOT FIT.
 BN0109'INQUIRY FINDS NO EVIDENCE THAT IT WAS EVER MOVED.
 BN0109
 BN0109                          STATION RECOVERY (1990)
 BN0109
 BN0109'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0109'RECOVERED IN GOOD CONDITION.
 BN0109
 BN0109                          STATION RECOVERY (1991)
 BN0109
 BN0109'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0109'RECOVERED IN GOOD CONDITION.
 BN0109
 BN0109                          STATION RECOVERY (2002)
 BN0109
 BN0109'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0505 ***********************************************************************
 BM0505  DESIGNATION -  D 325
 BM0505  PID         -  BM0505
 BM0505  STATE/COUNTY-  TX/BASTROP
 BM0505  USGS QUAD   -  MC DADE (1982)
 BM0505
 BM0505                         *CURRENT SURVEY CONTROL
 BM0505  ___________________________________________________________________
 BM0505* NAD 83(1986)-  30 16 08.     (N)    097 13 49.     (W)     SCALED    
 BM0505* NAVD 88     -       168.43   (+/-2cm)     552.6    (feet)  VERTCON   
 BM0505  ___________________________________________________________________
 BM0505  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0505
 BM0505  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0505
 BM0505.The horizontal coordinates were scaled from a topographic map and have
 BM0505.an estimated accuracy of +/- 6 seconds.
 BM0505
 BM0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0505.The vertical order pertains to the NGVD 29 superseded value.
 BM0505
 BM0505.The geoid height was determined by GEOID03.
 BM0505
 BM0505;                    North         East    Units  Estimated Accuracy
 BM0505;SPC TX C     - 3,070,930.      998,540.      MT  (+/- 180 meters Scaled)
 BM0505
 BM0505                          SUPERSEDED SURVEY CONTROL
 BM0505
 BM0505  NGVD 29 (??/??/92)  168.357  (m)          552.35   (f) ADJ UNCH    2 0
 BM0505
 BM0505.Superseded values are not recommended for survey control.
 BM0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0505.See file dsdata.txt to determine how the superseded data were derived.
 BM0505
 BM0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU702499(NAD 83)
 BM0505_MARKER: DB = BENCH MARK DISK
 BM0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0505_SP_SET: FOUNDATION
 BM0505_STAMPING: D 325 1935
 BM0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0505+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 BM0505
 BM0505  HISTORY     - Date     Condition        Report By
 BM0505  HISTORY     - 1935     MONUMENTED       CGS
 BM0505  HISTORY     - 1938     GOOD             NGS
 BM0505  HISTORY     - 20040306 GOOD             USPSQD
 BM0505
 BM0505                          STATION DESCRIPTION
 BM0505
 BM0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0505'1.3 MI E FROM MCDADE.
 BM0505'1.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0505'MCDADE, BASTROP COUNTY, 430 YARDS WEST OF MILEPOST 76, 72 FEET NORTH
 BM0505'OF THE CENTERLINE OF STATE HIGHWAY 20, AT BRIDGE 76 A, IN THE TOP OF
 BM0505'THE EAST END OF THE SOUTH CONCRETE FOUNDATION, AND 19 FEET SOUTH OF
 BM0505'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 325 1935.
 BM0505
 BM0505                          STATION RECOVERY (2004)
 BM0505
 BM0505'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 BM0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0306 ***********************************************************************
 BM0306  DESIGNATION -  D 326
 BM0306  PID         -  BM0306
 BM0306  STATE/COUNTY-  TX/MILAM
 BM0306  USGS QUAD   -  BEN ARNOLD (1989)
 BM0306
 BM0306                         *CURRENT SURVEY CONTROL
 BM0306  ___________________________________________________________________
 BM0306* NAD 83(1986)-  30 52 59.     (N)    096 58 37.     (W)     SCALED    
 BM0306* NAVD 88     -       115.50   (+/-2cm)     378.9    (feet)  VERTCON   
 BM0306  ___________________________________________________________________
 BM0306  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0306
 BM0306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0306
 BM0306.The horizontal coordinates were scaled from a topographic map and have
 BM0306.an estimated accuracy of +/- 6 seconds.
 BM0306
 BM0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0306.The vertical order pertains to the NGVD 29 superseded value.
 BM0306
 BM0306.The geoid height was determined by GEOID03.
 BM0306
 BM0306;                    North         East    Units  Estimated Accuracy
 BM0306;SPC TX C     - 3,139,680.    1,020,850.      MT  (+/- 180 meters Scaled)
 BM0306
 BM0306                          SUPERSEDED SURVEY CONTROL
 BM0306
 BM0306  NGVD 29 (??/??/92)  115.451  (m)          378.78   (f) ADJ UNCH    2 0
 BM0306
 BM0306.Superseded values are not recommended for survey control.
 BM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0306.See file dsdata.txt to determine how the superseded data were derived.
 BM0306
 BM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV933183(NAD 83)
 BM0306_MARKER: DB = BENCH MARK DISK
 BM0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0306_STAMPING: D 326 1935
 BM0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0306+STABILITY: SURFACE MOTION
 BM0306
 BM0306  HISTORY     - Date     Condition        Report By
 BM0306  HISTORY     - 1935     MONUMENTED       CGS
 BM0306  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0306
 BM0306                          STATION DESCRIPTION
 BM0306
 BM0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0306'2.0 MI N FROM CAMERON.
 BM0306'2.0 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0306'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT CAMERON, 17 FEET EAST OF
 BM0306'MILEPOST 120, SOUTHEAST OF BRIDGE 120 A, 44 FEET EAST OF THE
 BM0306'CENTERLINE OF THE TRACK, AND 22 FEET WEST OF THE CENTERLINE OF A ROAD.
 BM0306'A STANDARD DISK, STAMPED D 326 1935 AND SET IN THE TOP OF A CONCRETE
 BM0306'POST.
 BM0306
 BM0306                          STATION RECOVERY (1999)
 BM0306
 BM0306'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0848 ***********************************************************************
 BZ0848  DESIGNATION -  D 327
 BZ0848  PID         -  BZ0848
 BZ0848  STATE/COUNTY-  TX/FALLS
 BZ0848  USGS QUAD   -  CHILTON (1993)
 BZ0848
 BZ0848                         *CURRENT SURVEY CONTROL
 BZ0848  ___________________________________________________________________
 BZ0848* NAD 83(1986)-  31 17 51.     (N)    097 04 15.     (W)     SCALED    
 BZ0848* NAVD 88     -       144.96   (+/-2cm)     475.6    (feet)  VERTCON   
 BZ0848  ___________________________________________________________________
 BZ0848  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BZ0848
 BZ0848  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0848
 BZ0848.The horizontal coordinates were scaled from a topographic map and have
 BZ0848.an estimated accuracy of +/- 6 seconds.
 BZ0848
 BZ0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0848.The vertical order pertains to the NGVD 29 superseded value.
 BZ0848
 BZ0848.The geoid height was determined by GEOID03.
 BZ0848
 BZ0848;                    North         East    Units  Estimated Accuracy
 BZ0848;SPC TX C     - 3,185,340.    1,010,530.      MT  (+/- 180 meters Scaled)
 BZ0848
 BZ0848                          SUPERSEDED SURVEY CONTROL
 BZ0848
 BZ0848  NGVD 29 (??/??/92)  144.902  (m)          475.40   (f) ADJ UNCH    2 0
 BZ0848
 BZ0848.Superseded values are not recommended for survey control.
 BZ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0848.See file dsdata.txt to determine how the superseded data were derived.
 BZ0848
 BZ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV836641(NAD 83)
 BZ0848_MARKER: DB = BENCH MARK DISK
 BZ0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0848_SP_SET: BRIDGE
 BZ0848_STAMPING: D 327 1935
 BZ0848_MARK LOGO: CGS   
 BZ0848_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0848
 BZ0848  HISTORY     - Date     Condition        Report By
 BZ0848  HISTORY     - 1935     MONUMENTED       CGS
 BZ0848  HISTORY     - 19910325 GOOD             USGS
 BZ0848  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0848
 BZ0848                          STATION DESCRIPTION
 BZ0848
 BZ0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0848'1.4 MI N FROM CHILTON.
 BZ0848'1.4 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BZ0848'TEXAS AND NEW ORLEANS RAILROAD) FROM THE STATION AT CHILTON, 215 YARDS
 BZ0848'WEST OF MILEPOST 150, 230 YARDS WEST OF A FARMHOUSE, AT CONCRETE
 BZ0848'BRIDGE 150 A, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 BZ0848'FOUNDATION, 14 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2
 BZ0848'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED D 327 1935.
 BZ0848
 BZ0848                          STATION RECOVERY (1991)
 BZ0848
 BZ0848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ0848'RECOVERED IN GOOD CONDITION.
 BZ0848
 BZ0848                          STATION RECOVERY (2001)
 BZ0848
 BZ0848'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1456 ***********************************************************************
 BZ1456  DESIGNATION -  D 328 RESET
 BZ1456  PID         -  BZ1456
 BZ1456  STATE/COUNTY-  TX/BELL
 BZ1456  USGS QUAD   -  TEMPLE (1993)
 BZ1456
 BZ1456                         *CURRENT SURVEY CONTROL
 BZ1456  ___________________________________________________________________
 BZ1456* NAD 83(1986)-  31 04 42.     (N)    097 20 01.     (W)     SCALED    
 BZ1456* NAVD 88     -       195.12   (meters)     640.2    (feet)  RESET     
 BZ1456  ___________________________________________________________________
 BZ1456  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BZ1456
 BZ1456  VERT ORDER  -  THIRD
 BZ1456
 BZ1456.The horizontal coordinates were scaled from a topographic map and have
 BZ1456.an estimated accuracy of +/- 6 seconds.
 BZ1456
 BZ1456.The orthometric height was computed from unverified reset data.
 BZ1456
 BZ1456.The geoid height was determined by GEOID03.
 BZ1456
 BZ1456;                    North         East    Units  Estimated Accuracy
 BZ1456;SPC TX C     - 3,160,350.      986,180.      MT  (+/- 180 meters Scaled)
 BZ1456
 BZ1456                          SUPERSEDED SURVEY CONTROL
 BZ1456
 BZ1456  NGVD 29 (01/29/03)  195.06   (m)          640.0    (f) RESET       3  
 BZ1456
 BZ1456.Superseded values are not recommended for survey control.
 BZ1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1456.See file dsdata.txt to determine how the superseded data were derived.
 BZ1456
 BZ1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV589394(NAD 83)
 BZ1456_MARKER: DV = VERTICAL CONTROL DISK
 BZ1456_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1456_SP_SET: BRIDGE COLUMN
 BZ1456_STAMPING: D 328 RESET 1981
 BZ1456_MARK LOGO: NGS   
 BZ1456_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1456+STABILITY: SURFACE MOTION
 BZ1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1456+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1456
 BZ1456  HISTORY     - Date     Condition        Report By
 BZ1456  HISTORY     - 1981     MONUMENTED       ATSFRR
 BZ1456  HISTORY     - 20011110 GOOD             USPSQD
 BZ1456  HISTORY     - 20031011 GOOD             USPSQD
 BZ1456
 BZ1456                          STATION DESCRIPTION
 BZ1456
 BZ1456'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1981
 BZ1456'0.7 MILES (1.1 KM) SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE
 BZ1456'RAILWAY FROM THE STATION IN TEMPLE, ABOUT 0.3 MILE (0.5 KM) SOUTH OF
 BZ1456'MILEPOST 217, 178 FEET (54.3 M) EAST OF AT AND SF RAILWAY, MAIN TRACK
 BZ1456'RR STA 11446+49, ABOUT 400 FEET (121.9 M) SOUTHWEST OF THE
 BZ1456'INTERSECTION OF 24TH STREET AND AVENUE N, PLACED IN THE 24TH STREET
 BZ1456'OVERPASS STRUCTURE, IN THE SOUTHERN MOST COLUMN, IN THE FIRST BEND
 BZ1456'FROM THE EASTERN ABUTMENT.
 BZ1456
 BZ1456                          STATION RECOVERY (2001)
 BZ1456
 BZ1456'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 BZ1456'RECOVERED IN GOOD CONDITION.
 BZ1456
 BZ1456                          STATION RECOVERY (2003)
 BZ1456
 BZ1456'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1254 ***********************************************************************
 AX1254  DESIGNATION -  D 329
 AX1254  PID         -  AX1254
 AX1254  STATE/COUNTY-  TX/HAYS
 AX1254  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX1254
 AX1254                         *CURRENT SURVEY CONTROL
 AX1254  ___________________________________________________________________
 AX1254* NAD 83(1986)-  29 58 20.     (N)    097 52 40.     (W)     SCALED    
 AX1254* NAVD 88     -       214.050  (meters)     702.26   (feet)  ADJUSTED  
 AX1254  ___________________________________________________________________
 AX1254  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AX1254  DYNAMIC HT  -         213.749 (meters)     701.27  (feet)  COMP
 AX1254  MODELED GRAV-     979,230.8   (mgal)                       NAVD 88
 AX1254
 AX1254  VERT ORDER  -  FIRST     CLASS II
 AX1254
 AX1254.The horizontal coordinates were scaled from a topographic map and have
 AX1254.an estimated accuracy of +/- 6 seconds.
 AX1254
 AX1254.The orthometric height was determined by differential leveling
 AX1254.and adjusted by the National Geodetic Survey in June 1991..
 AX1254
 AX1254.The geoid height was determined by GEOID03.
 AX1254
 AX1254.The dynamic height is computed by dividing the NAVD 88
 AX1254.geopotential number by the normal gravity value computed on the
 AX1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1254.degrees latitude (g = 980.6199 gals.).
 AX1254
 AX1254.The modeled gravity was interpolated from observed gravity values.
 AX1254
 AX1254;                    North         East    Units  Estimated Accuracy
 AX1254;SPC TXSC     - 4,237,570.      708,300.      MT  (+/- 180 meters Scaled)
 AX1254
 AX1254                          SUPERSEDED SURVEY CONTROL
 AX1254
 AX1254  NGVD 29 (??/??/92)  213.857  (m)          701.63   (f) ADJ UNCH    1 2
 AX1254
 AX1254.Superseded values are not recommended for survey control.
 AX1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1254.See file dsdata.txt to determine how the superseded data were derived.
 AX1254
 AX1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU082162(NAD 83)
 AX1254_MARKER: DB = BENCH MARK DISK
 AX1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1254_STAMPING: D 329 1935
 AX1254_MARK LOGO: CGS   
 AX1254_PROJECTION: PROJECTING 15 CENTIMETERS
 AX1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1254+STABILITY: SURFACE MOTION
 AX1254
 AX1254  HISTORY     - Date     Condition        Report By
 AX1254  HISTORY     - 1935     MONUMENTED       CGS
 AX1254  HISTORY     - 1953     GOOD             NGS
 AX1254  HISTORY     - 1980     GOOD             NGS
 AX1254  HISTORY     - 19910828 GOOD             USPSQD
 AX1254  HISTORY     - 19930808 GOOD             USPSQD
 AX1254  HISTORY     - 19990925 GOOD             USPSQD
 AX1254  HISTORY     - 20020928 GOOD             USPSQD
 AX1254
 AX1254                          STATION DESCRIPTION
 AX1254
 AX1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AX1254'1.0 MI S FROM KYLE.
 AX1254'1.0 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AX1254'KYLE, 4 FEET SOUTH OF MILEPOST 202, 35 FEET EAST OF THE CENTER OF A
 AX1254'PRIVATE ROAD CROSSING, 31.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 19
 AX1254'FEET SOUTHEAST OF THE CENTERLINE OF A ROAD, 2.7 FEET NORTHWEST OF A
 AX1254'FENCE, 2.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AX1254'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.  NOTE-- 1959 AMS HKB
 AX1254'REPORT-- PROJECTS 0.6 FEET.  THE MARK IS 42 FEET NE OF CENTERLINE OF
 AX1254'RR TRACKS AND IS 3.4 FEET LOWER IN ELEV.  22 FEET SE OF CENTERLINE OF
 AX1254'FARM ROAD AND IS 2.3 FEET LOWER IN ELEVATION.
 AX1254
 AX1254                          STATION RECOVERY (1980)
 AX1254
 AX1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX1254'1.7 KM (1.05 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AX1254'35 FROM THE JUNCTION OF FARM ROAD 150 IN KYLE, THENCE 0.4 KM (0.25 MI)
 AX1254'NORTHWEST AND SOUTHWEST ALONG A GRAVEL ROAD, AT THE MISSOURI PACIFIC
 AX1254'RAILROAD CROSSING, 10.7 METERS (35.0 FT) EAST OF THE CENTER OF THE
 AX1254'CROSSING, 9.6 METERS (31.4 FT) NORTHEAST OF THE NORTHEAST RAIL,
 AX1254'5.8 METERS (19.0 FT) SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 AX1254'21.6 METERS (71.0 FT) SOUTHWEST OF A GUYED POWERLINE POLE.
 AX1254'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AX1254'THE MARK IS 0.9 M BELOW THE TRACKS.
 AX1254
 AX1254                          STATION RECOVERY (1991)
 AX1254
 AX1254'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX1254'RECOVERED IN GOOD CONDITION.
 AX1254
 AX1254                          STATION RECOVERY (1993)
 AX1254
 AX1254'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1254'RECOVERED IN GOOD CONDITION.
 AX1254
 AX1254                          STATION RECOVERY (1999)
 AX1254
 AX1254'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1254'RECOVERED IN GOOD CONDITION.
 AX1254
 AX1254                          STATION RECOVERY (2002)
 AX1254
 AX1254'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AX1254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0077 ***********************************************************************
 AN0077  DESIGNATION -  D 330
 AN0077  PID         -  AN0077
 AN0077  STATE/COUNTY-  TX/JACKSON
 AN0077  USGS QUAD   -  FRANCITAS NW (1995)
 AN0077
 AN0077                         *CURRENT SURVEY CONTROL
 AN0077  ___________________________________________________________________
 AN0077* NAD 83(1986)-  28 57 02.     (N)    096 28 56.     (W)     SCALED    
 AN0077* NAVD 88     -        15.73   (+/-2cm)      51.6    (feet)  VERTCON   
 AN0077  ___________________________________________________________________
 AN0077  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0077
 AN0077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0077
 AN0077.The horizontal coordinates were scaled from a topographic map and have
 AN0077.an estimated accuracy of +/- 6 seconds.
 AN0077
 AN0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0077.The vertical order pertains to the NGVD 29 superseded value.
 AN0077
 AN0077.The geoid height was determined by GEOID03.
 AN0077
 AN0077;                    North         East    Units  Estimated Accuracy
 AN0077;SPC TXSC     - 4,126,460.      845,400.      MT  (+/- 180 meters Scaled)
 AN0077
 AN0077                          SUPERSEDED SURVEY CONTROL
 AN0077
 AN0077  NGVD 29 (??/??/92)   15.74   (m)           51.6    (f) COMPUTED    2 0
 AN0077
 AN0077.Superseded values are not recommended for survey control.
 AN0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0077.See file dsdata.txt to determine how the superseded data were derived.
 AN0077
 AN0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT453051(NAD 83)
 AN0077_MARKER: DB = BENCH MARK DISK
 AN0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0077_STAMPING: D 330 1935
 AN0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0077+STABILITY: SURFACE MOTION
 AN0077
 AN0077  HISTORY     - Date     Condition        Report By
 AN0077  HISTORY     - 1935     MONUMENTED       CGS
 AN0077  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0077  HISTORY     - 19910629 MARK NOT FOUND   USPSQD
 AN0077
 AN0077                          STATION DESCRIPTION
 AN0077
 AN0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0077'6.4 MI S FROM GANADO.
 AN0077'ABOUT 6.4 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE CITY WATER
 AN0077'TOWER AT GANADO, JACKSON COUNTY, AT THE INTERSECTION OF AN
 AN0077'EAST-AND-WEST COUNTY ROAD, ON THE SOUTHWEST ISLAND OF THE
 AN0077'INTERSECTION, 54 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET
 AN0077'SOUTH OF THE CENTER LINE OF THE ROAD, AND NEAR A GROUP OF MAIL BOXES.
 AN0077'A STANDARD DISK, STAMPED D 330 1935 AND SET IN THE TOP OF A CONCRETE
 AN0077'POST.
 AN0077
 AN0077                          STATION RECOVERY (1991)
 AN0077
 AN0077'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0618 ***********************************************************************
 AX0618  DESIGNATION -  D 331
 AX0618  PID         -  AX0618
 AX0618  STATE/COUNTY-  TX/LAVACA
 AX0618  USGS QUAD   -  SPEAKS (1981)
 AX0618
 AX0618                         *CURRENT SURVEY CONTROL
 AX0618  ___________________________________________________________________
 AX0618* NAD 83(1986)-  29 17 20.     (N)    096 41 47.     (W)     SCALED    
 AX0618* NAVD 88     -        46.37   (+/-2cm)     152.1    (feet)  VERTCON   
 AX0618  ___________________________________________________________________
 AX0618  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0618
 AX0618  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0618
 AX0618.The horizontal coordinates were scaled from a topographic map and have
 AX0618.an estimated accuracy of +/- 6 seconds.
 AX0618
 AX0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0618.The vertical order pertains to the NGVD 29 superseded value.
 AX0618
 AX0618.The geoid height was determined by GEOID03.
 AX0618
 AX0618;                    North         East    Units  Estimated Accuracy
 AX0618;SPC TXSC     - 4,163,520.      823,790.      MT  (+/- 180 meters Scaled)
 AX0618
 AX0618                          SUPERSEDED SURVEY CONTROL
 AX0618
 AX0618  NGVD 29 (??/??/92)   46.364  (m)          152.11   (f) ADJ UNCH    2 0
 AX0618
 AX0618.Superseded values are not recommended for survey control.
 AX0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0618.See file dsdata.txt to determine how the superseded data were derived.
 AX0618
 AX0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT237421(NAD 83)
 AX0618_MARKER: DB = BENCH MARK DISK
 AX0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0618_STAMPING: D-331 1935
 AX0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0618+STABILITY: SURFACE MOTION
 AX0618
 AX0618  HISTORY     - Date     Condition        Report By
 AX0618  HISTORY     - 1935     MONUMENTED       CGS
 AX0618  HISTORY     - 1943     GOOD             NGS
 AX0618  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0618
 AX0618                          STATION DESCRIPTION
 AX0618
 AX0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0618'2.3 MI N FROM SPEAKS.
 AX0618'2.3 MILES NORTH ALONG THE SPEAKS-HALLETTSVILLE ROAD FROM THE POST
 AX0618'OFFICE AT SPEAKS, SET AT A PRIVATE ROAD LEADING EAST, 22 FEET NORTH OF
 AX0618'THE CENTER-LINE OF THE SIDE ROAD LEADING WEST INTO THE WOODS, 21 FEET
 AX0618'WEST OF THE CENTER-LINE OF THE MAIN ROAD, 16 FEET NORTH OF THE NORTH
 AX0618'GATE POST, 1.6 FEET WEST OF THE FENCE, 2.7 FEET WEST OF REFERENCE
 AX0618'POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 AX0618'0.3 FOOT ABOVE THE GROUND.
 AX0618
 AX0618                          STATION RECOVERY (1997)
 AX0618
 AX0618'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1004 ***********************************************************************
 AN1004  DESIGNATION -  D 332
 AN1004  PID         -  AN1004
 AN1004  STATE/COUNTY-  TX/VICTORIA
 AN1004  USGS QUAD   -  VICTORIA WEST (1987)
 AN1004
 AN1004                         *CURRENT SURVEY CONTROL
 AN1004  ___________________________________________________________________
 AN1004* NAD 83(1986)-  28 45 31.     (N)    097 05 20.     (W)     SCALED    
 AN1004* NAVD 88     -        32.51   (+/-2cm)     106.7    (feet)  VERTCON   
 AN1004  ___________________________________________________________________
 AN1004  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN1004
 AN1004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1004
 AN1004.The horizontal coordinates were scaled from a topographic map and have
 AN1004.an estimated accuracy of +/- 6 seconds.
 AN1004
 AN1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1004.The vertical order pertains to the NGVD 29 superseded value.
 AN1004
 AN1004.The geoid height was determined by GEOID03.
 AN1004
 AN1004;                    North         East    Units  Estimated Accuracy
 AN1004;SPC TXSC     - 4,104,070.      786,620.      MT  (+/- 180 meters Scaled)
 AN1004
 AN1004                          SUPERSEDED SURVEY CONTROL
 AN1004
 AN1004  NGVD 29 (??/??/92)   32.60   (m)          107.0    (f) COMPUTED    2 0
 AN1004
 AN1004.Superseded values are not recommended for survey control.
 AN1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1004.See file dsdata.txt to determine how the superseded data were derived.
 AN1004
 AN1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS865827(NAD 83)
 AN1004_MARKER: DB = BENCH MARK DISK
 AN1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1004_STAMPING: D 332 1935
 AN1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1004+STABILITY: SURFACE MOTION
 AN1004
 AN1004  HISTORY     - Date     Condition        Report By
 AN1004  HISTORY     - 1935     MONUMENTED       CGS
 AN1004  HISTORY     - 1960     MARK NOT FOUND   USGS
 AN1004
 AN1004                          STATION DESCRIPTION
 AN1004
 AN1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1004'5.6 MI SW FROM VICTORIA.
 AN1004'5.6 MILES SW OF CITY HALL AND ALONG THE S P R R 45 FEET E OF CENTER OF
 AN1004'TRACK AND CLOSE TO THE NE R/W CORNER AT A SECONDARY ROAD CROSSING. 0.1
 AN1004'MILE S OF MILEPOST 97 AND IN LINE WITH CATTLE GUARD NO. 97 A. 27 FEET
 AN1004'N OF CENTER OF ROAD.
 AN1004
 AN1004                          STATION RECOVERY (1960)
 AN1004
 AN1004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AN1004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0130 ***********************************************************************
 AX0130  DESIGNATION -  D 333
 AX0130  PID         -  AX0130
 AX0130  STATE/COUNTY-  TX/COLORADO
 AX0130  USGS QUAD   -  EAGLE LAKE (1981)
 AX0130
 AX0130                         *CURRENT SURVEY CONTROL
 AX0130  ___________________________________________________________________
 AX0130* NAD 83(1986)-  29 37 26.     (N)    096 22 10.     (W)     SCALED    
 AX0130* NAVD 88     -        62.59   (+/-2cm)     205.3    (feet)  VERTCON   
 AX0130  ___________________________________________________________________
 AX0130  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0130
 AX0130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0130
 AX0130.The horizontal coordinates were scaled from a topographic map and have
 AX0130.an estimated accuracy of +/- 6 seconds.
 AX0130
 AX0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0130.The vertical order pertains to the NGVD 29 superseded value.
 AX0130
 AX0130.The geoid height was determined by GEOID03.
 AX0130
 AX0130;                    North         East    Units  Estimated Accuracy
 AX0130;SPC TXSC     - 4,201,310.      854,710.      MT  (+/- 180 meters Scaled)
 AX0130
 AX0130                          SUPERSEDED SURVEY CONTROL
 AX0130
 AX0130  NGVD 29 (??/??/92)   62.577  (m)          205.30   (f) ADJ UNCH    2 0
 AX0130
 AX0130.Superseded values are not recommended for survey control.
 AX0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0130.See file dsdata.txt to determine how the superseded data were derived.
 AX0130
 AX0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT547800(NAD 83)
 AX0130_MARKER: DB = BENCH MARK DISK
 AX0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0130_SP_SET: CULVERT
 AX0130_STAMPING: D 333 1935
 AX0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0130
 AX0130  HISTORY     - Date     Condition        Report By
 AX0130  HISTORY     - 1935     MONUMENTED       CGS
 AX0130  HISTORY     - 1943     GOOD             NGS
 AX0130  HISTORY     - 1987     GOOD             USPSQD
 AX0130
 AX0130                          STATION DESCRIPTION
 AX0130
 AX0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0130'3.25 MI NW FROM EAGLE LAKE.
 AX0130'3.25 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AX0130'STATION AT EAGLE LAKE, COLORADO COUNTY, 0.15 MILE SOUTHEAST OF
 AX0130'MILEPOST 72, 0.1 MILE NORTHWEST OF A GRAVEL-ROAD CROSSING, AT 2- BY
 AX0130'10-FOOT DOUBLE CONCRETE BOX CULVERT 71.81, IN THE TOP OF THE SOUTHEAST
 AX0130'END OF THE NORTHEAST HEADWALL, 10.5 FEET NORTHEAST OF THE CENTERLINE
 AX0130'OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 AX0130'STAMPED D 333 1935.
 AX0130
 AX0130                          STATION RECOVERY (1987)
 AX0130
 AX0130'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0103 ***********************************************************************
 AJ0103  DESIGNATION -  D 334
 AJ0103  PID         -  AJ0103
 AJ0103  STATE/COUNTY-  TX/JIM WELLS
 AJ0103  USGS QUAD   -  ALICE NORTH (1963)
 AJ0103
 AJ0103                         *CURRENT SURVEY CONTROL
 AJ0103  ___________________________________________________________________
 AJ0103* NAD 83(1986)-  27 49 57.     (N)    098 01 06.     (W)     SCALED    
 AJ0103* NAVD 88     -        56.454  (meters)     185.22   (feet)  POSTED    
 AJ0103  ___________________________________________________________________
 AJ0103  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AJ0103  DYNAMIC HT  -          56.370 (meters)     184.94  (feet)  COMP
 AJ0103  MODELED GRAV-     979,107.0   (mgal)                       NAVD 88
 AJ0103
 AJ0103  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0103
 AJ0103.The horizontal coordinates were scaled from a topographic map and have
 AJ0103.an estimated accuracy of +/- 6 seconds.
 AJ0103
 AJ0103.The orthometric height was determined by differential leveling
 AJ0103.and adjusted by the National Geodetic Survey in 1992..
 AJ0103.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0103.rate of 1.1 thru 2.0 mm/km.
 AJ0103
 AJ0103.The geoid height was determined by GEOID03.
 AJ0103
 AJ0103.The dynamic height is computed by dividing the NAVD 88
 AJ0103.geopotential number by the normal gravity value computed on the
 AJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0103.degrees latitude (g = 980.6199 gals.).
 AJ0103
 AJ0103.The modeled gravity was interpolated from observed gravity values.
 AJ0103
 AJ0103;                    North         East    Units  Estimated Accuracy
 AJ0103;SPC TX S     - 5,240,060.      347,450.      MT  (+/- 180 meters Scaled)
 AJ0103
 AJ0103                          SUPERSEDED SURVEY CONTROL
 AJ0103
 AJ0103  NGVD 29 (??/??/92)   56.552  (m)          185.54   (f) ADJ UNCH    2 0
 AJ0103
 AJ0103.Superseded values are not recommended for survey control.
 AJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0103.See file dsdata.txt to determine how the superseded data were derived.
 AJ0103
 AJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR966790(NAD 83)
 AJ0103_MARKER: DB = BENCH MARK DISK
 AJ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0103_STAMPING: D-334 1935
 AJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0103+STABILITY: SURFACE MOTION
 AJ0103
 AJ0103  HISTORY     - Date     Condition        Report By
 AJ0103  HISTORY     - 1935     MONUMENTED       CGS
 AJ0103
 AJ0103                          STATION DESCRIPTION
 AJ0103
 AJ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0103'4.1 MI S FROM ALFRED.
 AJ0103'4.1 MILES SOUTH OF AND ALONG S. P. R. R. 30 FEET WEST OF THE TRACK AND
 AJ0103'25 FEET NORTH OF A SECONDARY ROAD WHICH CROSSES RAILROAD 6 POLES (650
 AJ0103'FEET APPROX.) SOUTH OF MILE POLE 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0053 ***********************************************************************
 AO0053  DESIGNATION -  D 335
 AO0053  PID         -  AO0053
 AO0053  STATE/COUNTY-  TX/LIVE OAK
 AO0053  USGS QUAD   -  MIDWAY (1963)
 AO0053
 AO0053                         *CURRENT SURVEY CONTROL
 AO0053  ___________________________________________________________________
 AO0053* NAD 83(1986)-  28 04 59.     (N)    098 05 54.     (W)     SCALED    
 AO0053* NAVD 88     -        80.465  (meters)     263.99   (feet)  POSTED    
 AO0053  ___________________________________________________________________
 AO0053  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AO0053  DYNAMIC HT  -          80.340 (meters)     263.58  (feet)  COMP
 AO0053  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 AO0053
 AO0053  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AO0053
 AO0053.The horizontal coordinates were scaled from a topographic map and have
 AO0053.an estimated accuracy of +/- 6 seconds.
 AO0053
 AO0053.The orthometric height was determined by differential leveling
 AO0053.and adjusted by the National Geodetic Survey in 1992..
 AO0053.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AO0053.rate of 2.1 thru 3.0 mm/km.
 AO0053
 AO0053.The geoid height was determined by GEOID03.
 AO0053
 AO0053.The dynamic height is computed by dividing the NAVD 88
 AO0053.geopotential number by the normal gravity value computed on the
 AO0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0053.degrees latitude (g = 980.6199 gals.).
 AO0053
 AO0053.The modeled gravity was interpolated from observed gravity values.
 AO0053
 AO0053;                    North         East    Units  Estimated Accuracy
 AO0053;SPC TXSC     - 4,028,020.      688,630.      MT  (+/- 180 meters Scaled)
 AO0053
 AO0053                          SUPERSEDED SURVEY CONTROL
 AO0053
 AO0053  NGVD 29 (??/??/92)   80.486  (m)          264.06   (f) ADJ UNCH    2 0
 AO0053
 AO0053.Superseded values are not recommended for survey control.
 AO0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0053.See file dsdata.txt to determine how the superseded data were derived.
 AO0053
 AO0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS885067(NAD 83)
 AO0053_MARKER: DB = BENCH MARK DISK
 AO0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0053_STAMPING: D-335 1935
 AO0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0053+STABILITY: SURFACE MOTION
 AO0053
 AO0053  HISTORY     - Date     Condition        Report By
 AO0053  HISTORY     - 1935     MONUMENTED       CGS
 AO0053  HISTORY     - 1963     MARK NOT FOUND   USGS
 AO0053
 AO0053                          STATION DESCRIPTION
 AO0053
 AO0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0053'17.5 MI S FROM GEORGE WEST.
 AO0053'17.5 MILES SOUTH OF AND ALONG STATE HIGHWAY 66.  51 FEET WEST OF
 AO0053'CENTER LINE OF HIGHWAY.  0.25 MILE SOUTH OF SMALL HIGHWAY CULVERT.
 AO0053'ROAD MAKES A VERY SLIGHT DIP AT THIS POINT AND ABOUT 0.25 MILE
 AO0053'SOUTHWARD MAKES A SLIGHT TURN TO THE SOUTHWEST.
 AO0053
 AO0053                          STATION RECOVERY (1963)
 AO0053
 AO0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AO0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0444 ***********************************************************************
 BY0444  DESIGNATION -  D 337
 BY0444  PID         -  BY0444
 BY0444  STATE/COUNTY-  TX/SABINE
 BY0444  USGS QUAD   -  BRONSON (1984)
 BY0444
 BY0444                         *CURRENT SURVEY CONTROL
 BY0444  ___________________________________________________________________
 BY0444* NAD 83(1986)-  31 17 40.     (N)    094 01 30.     (W)     SCALED    
 BY0444* NAVD 88     -        82.392  (meters)     270.31   (feet)  ADJUSTED  
 BY0444  ___________________________________________________________________
 BY0444  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BY0444  DYNAMIC HT  -          82.288 (meters)     269.97  (feet)  COMP
 BY0444  MODELED GRAV-     979,376.7   (mgal)                       NAVD 88
 BY0444
 BY0444  VERT ORDER  -  FIRST     CLASS II
 BY0444
 BY0444.The horizontal coordinates were scaled from a topographic map and have
 BY0444.an estimated accuracy of +/- 6 seconds.
 BY0444
 BY0444.The orthometric height was determined by differential leveling
 BY0444.and adjusted by the National Geodetic Survey in June 1991..
 BY0444
 BY0444.The geoid height was determined by GEOID03.
 BY0444
 BY0444.The dynamic height is computed by dividing the NAVD 88
 BY0444.geopotential number by the normal gravity value computed on the
 BY0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0444.degrees latitude (g = 980.6199 gals.).
 BY0444
 BY0444.The modeled gravity was interpolated from observed gravity values.
 BY0444
 BY0444;                    North         East    Units  Estimated Accuracy
 BY0444;SPC TX C     - 3,197,470.    1,300,230.      MT  (+/- 180 meters Scaled)
 BY0444
 BY0444                          SUPERSEDED SURVEY CONTROL
 BY0444
 BY0444  NGVD 29 (??/??/??)   82.408  (m)          270.37   (f) ADJUSTED    1 2
 BY0444
 BY0444.Superseded values are not recommended for survey control.
 BY0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0444.See file dsdata.txt to determine how the superseded data were derived.
 BY0444
 BY0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ024626(NAD 83)
 BY0444_MARKER: DB = BENCH MARK DISK
 BY0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0444_STAMPING: D 337 1952
 BY0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0444+STABILITY: SURFACE MOTION
 BY0444
 BY0444  HISTORY     - Date     Condition        Report By
 BY0444  HISTORY     - 1952     MONUMENTED       CGS
 BY0444  HISTORY     - 1979     GOOD             NGS
 BY0444
 BY0444                          STATION DESCRIPTION
 BY0444
 BY0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0444'5.65 MI W FROM PINELAND.
 BY0444'0.15 MILE SOUTH ALONG FARM ROADS 1 AND 83 FROM THE HIGH SCHOOL AT
 BY0444'PINELAND, THENCE 0.9 MILE WEST ALONG FARM ROAD 83, THENCE 2.5 MILES
 BY0444'NORTH ALONG U.S. HIGHWAY 96, THENCE 0.95 MILE NORTHWEST ALONG A GRADED
 BY0444'DIRT ROAD, THENCE 0.25 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.9
 BY0444'MILE WEST ALONG A GRADED DIRT ROAD, 196 FEET NORTH OF THE NORTHEAST
 BY0444'CORNER OF A FARMHOUSE, 165 FEET NORTH OF A FENCE, 137 FEET NORTH OF A
 BY0444'POWER POLE, 110 FEET NORTH OF THE CENTER LINE OF THE GRADED DIRT ROAD,
 BY0444'IN LINE WITH A ROW OF POWER POLES, 37.4 FEET WEST OF A 14 INCH OAK
 BY0444'TREE, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0444'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY0444
 BY0444                          STATION RECOVERY (1979)
 BY0444
 BY0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0444'OMIT-37.4 FT. WEST OF A 14-INCH OAK TREE, 1.8 FT. NORTH OF A
 BY0444'WITNESS POST.
 BY0444'THE MARK IS 7 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0306 ***********************************************************************
 GK0306  DESIGNATION -  D 338
 GK0306  PID         -  GK0306
 GK0306  STATE/COUNTY-  TX/HANSFORD
 GK0306  USGS QUAD   -  GRUVER (1973)
 GK0306
 GK0306                         *CURRENT SURVEY CONTROL
 GK0306  ___________________________________________________________________
 GK0306* NAD 83(1986)-  36 16 09.     (N)    101 25 23.     (W)     SCALED    
 GK0306* NAVD 88     -       968.902  (meters)    3178.81   (feet)  ADJUSTED  
 GK0306  ___________________________________________________________________
 GK0306  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 GK0306  DYNAMIC HT  -         967.855 (meters)    3175.37  (feet)  COMP
 GK0306  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 GK0306
 GK0306  VERT ORDER  -  SECOND    CLASS 0
 GK0306
 GK0306.The horizontal coordinates were scaled from a topographic map and have
 GK0306.an estimated accuracy of +/- 6 seconds.
 GK0306
 GK0306.The orthometric height was determined by differential leveling
 GK0306.and adjusted by the National Geodetic Survey in June 1991..
 GK0306
 GK0306.The geoid height was determined by GEOID03.
 GK0306
 GK0306.The dynamic height is computed by dividing the NAVD 88
 GK0306.geopotential number by the normal gravity value computed on the
 GK0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0306.degrees latitude (g = 980.6199 gals.).
 GK0306
 GK0306.The modeled gravity was interpolated from observed gravity values.
 GK0306
 GK0306;                    North         East    Units  Estimated Accuracy
 GK0306;SPC TX N     - 1,251,750.      206,910.      MT  (+/- 180 meters Scaled)
 GK0306
 GK0306                          SUPERSEDED SURVEY CONTROL
 GK0306
 GK0306  NGVD 29 (??/??/92)  968.448  (m)         3177.32   (f) ADJ UNCH    2 0
 GK0306
 GK0306.Superseded values are not recommended for survey control.
 GK0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0306.See file dsdata.txt to determine how the superseded data were derived.
 GK0306
 GK0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF823165(NAD 83)
 GK0306_MARKER: DB = BENCH MARK DISK
 GK0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0306_STAMPING: D 338 1952
 GK0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0306+STABILITY: SURFACE MOTION
 GK0306
 GK0306  HISTORY     - Date     Condition        Report By
 GK0306  HISTORY     - 1952     MONUMENTED       CGS
 GK0306
 GK0306                          STATION DESCRIPTION
 GK0306
 GK0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0306'1.35 MI W FROM GRUVER.
 GK0306'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0306'THENCE 1.0 MILE WEST ALONG FARM ROAD 289, 57 FEET WEST OF THE EXTENDED
 GK0306'CENTER LINE OF A ROAD LEADING SOUTH, 49 FEET NORTH OF THE CENTER LINE
 GK0306'OF THE FARM ROAD, 30 FEET WEST OF A POWER POLE, 32 FEET EAST OF A
 GK0306'TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF WITNESS POST,
 GK0306'SET IN THE TOP OF CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 GK0306'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0157 ***********************************************************************
 GL0157  DESIGNATION -  D 339
 GL0157  PID         -  GL0157
 GL0157  STATE/COUNTY-  TX/DALLAM
 GL0157  USGS QUAD   -  CONLEN (1965)
 GL0157
 GL0157                         *CURRENT SURVEY CONTROL
 GL0157  ___________________________________________________________________
 GL0157* NAD 83(1986)-  36 09 12.     (N)    102 14 26.     (W)     SCALED    
 GL0157* NAVD 88     -      1174.592  (meters)    3853.64   (feet)  ADJUSTED  
 GL0157  ___________________________________________________________________
 GL0157  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 GL0157  DYNAMIC HT  -        1173.259 (meters)    3849.27  (feet)  COMP
 GL0157  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 GL0157
 GL0157  VERT ORDER  -  SECOND    CLASS 0
 GL0157
 GL0157.The horizontal coordinates were scaled from a topographic map and have
 GL0157.an estimated accuracy of +/- 6 seconds.
 GL0157
 GL0157.The orthometric height was determined by differential leveling
 GL0157.and adjusted by the National Geodetic Survey in June 1991..
 GL0157
 GL0157.The geoid height was determined by GEOID03.
 GL0157
 GL0157.The dynamic height is computed by dividing the NAVD 88
 GL0157.geopotential number by the normal gravity value computed on the
 GL0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0157.degrees latitude (g = 980.6199 gals.).
 GL0157
 GL0157.The modeled gravity was interpolated from observed gravity values.
 GL0157
 GL0157;                    North         East    Units  Estimated Accuracy
 GL0157;SPC TX N     - 1,239,140.      133,360.      MT  (+/- 180 meters Scaled)
 GL0157
 GL0157                          SUPERSEDED SURVEY CONTROL
 GL0157
 GL0157.No superseded survey control is available for this station.
 GL0157
 GL0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA482044(NAD 83)
 GL0157_MARKER: DB = BENCH MARK DISK
 GL0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0157_STAMPING: D 339 1952
 GL0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0157+STABILITY: SURFACE MOTION
 GL0157
 GL0157  HISTORY     - Date     Condition        Report By
 GL0157  HISTORY     - 1952     MONUMENTED       CGS
 GL0157
 GL0157                          STATION DESCRIPTION
 GL0157
 GL0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0157'5.5 MI S FROM CONLEN.
 GL0157'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0157'HIGHWAY 54 AT CONLEN.  56 FEET EAST OF THE CENTER LINE OF A NORTH AND
 GL0157'SOUTH ROAD.  69 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 GL0157'ROAD, 26 FEET SOUTH OF A CONCRETE RIGHT OF WAY MARKER, 55 FEET SOUTH
 GL0157'OF A POWER POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0157'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.  NOTE-- MARK
 GL0157'NOW PROJECTS 14 INCHES.  AND IN TIME, EROSION WILL DESTROY THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0158 ***********************************************************************
 GL0158  DESIGNATION -  D 339 RESET 1972
 GL0158  PID         -  GL0158
 GL0158  STATE/COUNTY-  TX/DALLAM
 GL0158  USGS QUAD   -  CONLEN (1965)
 GL0158
 GL0158                         *CURRENT SURVEY CONTROL
 GL0158  ___________________________________________________________________
 GL0158* NAD 83(1986)-  36 09 12.     (N)    102 14 26.     (W)     SCALED    
 GL0158* NAVD 88     -      1174.43   (meters)    3853.1    (feet)  RESET     
 GL0158  ___________________________________________________________________
 GL0158  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 GL0158
 GL0158  VERT ORDER  -  THIRD
 GL0158
 GL0158.The horizontal coordinates were scaled from a topographic map and have
 GL0158.an estimated accuracy of +/- 6 seconds.
 GL0158
 GL0158.The orthometric height was computed from unverified reset data.
 GL0158
 GL0158.The geoid height was determined by GEOID03.
 GL0158
 GL0158;                    North         East    Units  Estimated Accuracy
 GL0158;SPC TX N     - 1,239,140.      133,360.      MT  (+/- 180 meters Scaled)
 GL0158
 GL0158                          SUPERSEDED SURVEY CONTROL
 GL0158
 GL0158.No superseded survey control is available for this station.
 GL0158
 GL0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA482044(NAD 83)
 GL0158_MARKER: DB = BENCH MARK DISK
 GL0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0158_STAMPING: D 339 RESET 1972
 GL0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0158+STABILITY: SURFACE MOTION
 GL0158
 GL0158  HISTORY     - Date     Condition        Report By
 GL0158  HISTORY     - 1972     MONUMENTED       NGS
 GL0158
 GL0158                          STATION DESCRIPTION
 GL0158
 GL0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GL0158'5.2 MI S FROM CONLEN.
 GL0158'FROM THE INTERSECTION OF U.S. HIGHWAY 54 AND FARM ROAD 807 IN CONLEN,
 GL0158'GO SOUTH ON FARM ROAD 807 FOR 5.2 MILES TO CROSSROADS AND MARK, IN THE
 GL0158'SOUTHEAST ANGLE FORMED BY CROSSROADS.  IT A STANDARD BENCH MARK DISK,
 GL0158'SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT 8 INCHES
 GL0158'AND IS STAMPED D 339 RESET 1972.  IT IS 49 FEET EAST OF THE
 GL0158'CENTER-LINE OF FARM ROAD 807, 62 FEET SOUTH OF A HI-LINE POLE, 33 FEET
 GL0158'SOUTH OF THE CENTER OF A DIRT ROAD, AND 2.6 FEET SOUTH OF A
 GL0158'FENCE-CORNER POST WITH WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0227 ***********************************************************************
 CA0227  DESIGNATION -  D 340
 CA0227  PID         -  CA0227
 CA0227  STATE/COUNTY-  TX/SAN SABA
 CA0227  USGS QUAD   -  SAN SABA (1976)
 CA0227
 CA0227                         *CURRENT SURVEY CONTROL
 CA0227  ___________________________________________________________________
 CA0227* NAD 83(1986)-  31 08 39.     (N)    098 43 54.     (W)     SCALED    
 CA0227* NAVD 88     -       420.759  (meters)    1380.44   (feet)  ADJUSTED  
 CA0227  ___________________________________________________________________
 CA0227  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CA0227  DYNAMIC HT  -         420.199 (meters)    1378.60  (feet)  COMP
 CA0227  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 CA0227
 CA0227  VERT ORDER  -  SECOND    CLASS 0
 CA0227
 CA0227.The horizontal coordinates were scaled from a topographic map and have
 CA0227.an estimated accuracy of +/- 6 seconds.
 CA0227
 CA0227.The orthometric height was determined by differential leveling
 CA0227.and adjusted by the National Geodetic Survey in June 1991..
 CA0227
 CA0227.The geoid height was determined by GEOID03.
 CA0227
 CA0227.The dynamic height is computed by dividing the NAVD 88
 CA0227.geopotential number by the normal gravity value computed on the
 CA0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0227.degrees latitude (g = 980.6199 gals.).
 CA0227
 CA0227.The modeled gravity was interpolated from observed gravity values.
 CA0227
 CA0227;                    North         East    Units  Estimated Accuracy
 CA0227;SPC TX C     - 3,164,890.      852,710.      MT  (+/- 180 meters Scaled)
 CA0227
 CA0227                          SUPERSEDED SURVEY CONTROL
 CA0227
 CA0227  NGVD 29 (??/??/92)  420.698  (m)         1380.24   (f) ADJ UNCH    2 0
 CA0227
 CA0227.Superseded values are not recommended for survey control.
 CA0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0227.See file dsdata.txt to determine how the superseded data were derived.
 CA0227
 CA0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV255456(NAD 83)
 CA0227_MARKER: DB = BENCH MARK DISK
 CA0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0227_STAMPING: D 340 1935
 CA0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0227+STABILITY: SURFACE MOTION
 CA0227
 CA0227  HISTORY     - Date     Condition        Report By
 CA0227  HISTORY     - 1935     MONUMENTED       CGS
 CA0227  HISTORY     - 1955     GOOD             USGS
 CA0227
 CA0227                          STATION DESCRIPTION
 CA0227
 CA0227'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0227'3.8 MI S FROM SAN SABA.
 CA0227'SAN SABA, 3.8 MI. SOUTH OF COURTHOUSE ALONG STATE HWY. 16.  390 FT. N.
 CA0227'OF PRIVATE DRIVE.  48 FT. W. AND 3 FT. LOWER THAN CENTERLINE HWY. 2
 CA0227'FT. EAST R.O.W. FENCE.  5 FT. NORTH TELEPHONE POLE.  IN THE TOP OF A
 CA0227'CONCRETE POST, A STANDARD DISK STAMPED D 340 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0545 ***********************************************************************
 CA0545  DESIGNATION -  D 341
 CA0545  PID         -  CA0545
 CA0545  STATE/COUNTY-  TX/SAN SABA
 CA0545  USGS QUAD   -  HALL (1979)
 CA0545
 CA0545                         *CURRENT SURVEY CONTROL
 CA0545  ___________________________________________________________________
 CA0545* NAD 83(1986)-  31 16 02.     (N)    099 04 51.     (W)     SCALED    
 CA0545* NAVD 88     -       466.758  (meters)    1531.36   (feet)  ADJUSTED  
 CA0545  ___________________________________________________________________
 CA0545  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CA0545  DYNAMIC HT  -         466.134 (meters)    1529.31  (feet)  COMP
 CA0545  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 CA0545
 CA0545  VERT ORDER  -  SECOND    CLASS 0
 CA0545
 CA0545.The horizontal coordinates were scaled from a topographic map and have
 CA0545.an estimated accuracy of +/- 6 seconds.
 CA0545
 CA0545.The orthometric height was determined by differential leveling
 CA0545.and adjusted by the National Geodetic Survey in June 1991..
 CA0545
 CA0545.The geoid height was determined by GEOID03.
 CA0545
 CA0545.The dynamic height is computed by dividing the NAVD 88
 CA0545.geopotential number by the normal gravity value computed on the
 CA0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0545.degrees latitude (g = 980.6199 gals.).
 CA0545
 CA0545.The modeled gravity was interpolated from observed gravity values.
 CA0545
 CA0545;                    North         East    Units  Estimated Accuracy
 CA0545;SPC TX C     - 3,178,100.      819,270.      MT  (+/- 180 meters Scaled)
 CA0545
 CA0545                          SUPERSEDED SURVEY CONTROL
 CA0545
 CA0545  NGVD 29 (??/??/92)  466.684  (m)         1531.11   (f) ADJ UNCH    2 0
 CA0545
 CA0545.Superseded values are not recommended for survey control.
 CA0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0545.See file dsdata.txt to determine how the superseded data were derived.
 CA0545
 CA0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV923592(NAD 83)
 CA0545_MARKER: DB = BENCH MARK DISK
 CA0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0545_STAMPING: D 341 1935
 CA0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0545+STABILITY: SURFACE MOTION
 CA0545
 CA0545  HISTORY     - Date     Condition        Report By
 CA0545  HISTORY     - 1935     MONUMENTED       CGS
 CA0545
 CA0545                          STATION DESCRIPTION
 CA0545
 CA0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0545'8.6 MI W FROM RICHLAND SPRINGS.
 CA0545'8.6 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. 50 YARDS WEST OF
 CA0545'MILE POST 48.  25 YARDS N.W. OF CENTER OF THE TRACK.  1 YARD N.W. OF
 CA0545'THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0472 ***********************************************************************
 AY0472  DESIGNATION -  D 342
 AY0472  PID         -  AY0472
 AY0472  STATE/COUNTY-  TX/WILSON
 AY0472  USGS QUAD   -  DEWEES (1961)
 AY0472
 AY0472                         *CURRENT SURVEY CONTROL
 AY0472  ___________________________________________________________________
 AY0472* NAD 83(1986)-  29 00 26.     (N)    098 11 47.     (W)     SCALED    
 AY0472* NAVD 88     -       124.944  (meters)     409.92   (feet)  ADJUSTED  
 AY0472  ___________________________________________________________________
 AY0472  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY0472  DYNAMIC HT  -         124.765 (meters)     409.33  (feet)  COMP
 AY0472  MODELED GRAV-     979,211.2   (mgal)                       NAVD 88
 AY0472
 AY0472  VERT ORDER  -  SECOND    CLASS 0
 AY0472
 AY0472.The horizontal coordinates were scaled from a topographic map and have
 AY0472.an estimated accuracy of +/- 6 seconds.
 AY0472
 AY0472.The orthometric height was determined by differential leveling
 AY0472.and adjusted by the National Geodetic Survey in June 1991..
 AY0472
 AY0472.The geoid height was determined by GEOID03.
 AY0472
 AY0472.The dynamic height is computed by dividing the NAVD 88
 AY0472.geopotential number by the normal gravity value computed on the
 AY0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0472.degrees latitude (g = 980.6199 gals.).
 AY0472
 AY0472.The modeled gravity was interpolated from observed gravity values.
 AY0472
 AY0472;                    North         East    Units  Estimated Accuracy
 AY0472;SPC TXSC     - 4,130,370.      678,290.      MT  (+/- 180 meters Scaled)
 AY0472
 AY0472                          SUPERSEDED SURVEY CONTROL
 AY0472
 AY0472  NGVD 29 (??/??/92)  124.886  (m)          409.73   (f) ADJ UNCH    2 0
 AY0472
 AY0472.Superseded values are not recommended for survey control.
 AY0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0472.See file dsdata.txt to determine how the superseded data were derived.
 AY0472
 AY0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT782090(NAD 83)
 AY0472_MARKER: DB = BENCH MARK DISK
 AY0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0472_STAMPING: D 342 1935
 AY0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0472+STABILITY: SURFACE MOTION
 AY0472
 AY0472  HISTORY     - Date     Condition        Report By
 AY0472  HISTORY     - 1935     MONUMENTED       CGS
 AY0472  HISTORY     - 1959     GOOD             NGS
 AY0472  HISTORY     - 19960210 POOR             USPSQD
 AY0472  HISTORY     - 20050819 POOR             USPSQD
 AY0472
 AY0472                          STATION DESCRIPTION
 AY0472
 AY0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AY0472'8.5 MI SW FROM POTH.
 AY0472'8.5 MI SW FROM POTH.  THIS MARK WAS RECOVERED IN GOOD CONDITION.  IT
 AY0472'IS A STANDARD DISK STAMPED D 342 1935 IN A CONCRETE POST PROJECTING
 AY0472'ABOUT 4 INCHES, 10 FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE
 AY0472'LINE OF HIGHWAY NO.541, ABOUT 30 YARDS NORTHEAST OF THE ENTRANCE GATE
 AY0472'TO AN OLD FARMYARD AND ABOUT 6 FEET EAST OF A LARGE MESQUITE TREE.
 AY0472
 AY0472                          STATION RECOVERY (1996)
 AY0472
 AY0472'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0472'MARK RECOVERED IN POOR CONDITION.
 AY0472
 AY0472                          STATION RECOVERY (2005)
 AY0472
 AY0472'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY0472'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0057 ***********************************************************************
 AO0057  DESIGNATION -  D 343
 AO0057  PID         -  AO0057
 AO0057  STATE/COUNTY-  TX/LIVE OAK
 AO0057  USGS QUAD   -  THREE RIVERS (1984)
 AO0057
 AO0057                         *CURRENT SURVEY CONTROL
 AO0057  ___________________________________________________________________
 AO0057* NAD 83(1986)-  28 29 35.     (N)    098 10 57.     (W)     SCALED    
 AO0057* NAVD 88     -        47.440  (meters)     155.64   (feet)  ADJUSTED  
 AO0057  ___________________________________________________________________
 AO0057  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AO0057  DYNAMIC HT  -          47.370 (meters)     155.41  (feet)  COMP
 AO0057  MODELED GRAV-     979,173.6   (mgal)                       NAVD 88
 AO0057
 AO0057  VERT ORDER  -  SECOND    CLASS 0
 AO0057
 AO0057.The horizontal coordinates were scaled from a topographic map and have
 AO0057.an estimated accuracy of +/- 6 seconds.
 AO0057
 AO0057.The orthometric height was determined by differential leveling
 AO0057.and adjusted by the National Geodetic Survey in June 1991..
 AO0057
 AO0057.The geoid height was determined by GEOID03.
 AO0057
 AO0057.The dynamic height is computed by dividing the NAVD 88
 AO0057.geopotential number by the normal gravity value computed on the
 AO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0057.degrees latitude (g = 980.6199 gals.).
 AO0057
 AO0057.The modeled gravity was interpolated from observed gravity values.
 AO0057
 AO0057;                    North         East    Units  Estimated Accuracy
 AO0057;SPC TXSC     - 4,073,400.      680,040.      MT  (+/- 180 meters Scaled)
 AO0057
 AO0057                          SUPERSEDED SURVEY CONTROL
 AO0057
 AO0057  NGVD 29 (??/??/92)   47.42   (m)          155.6    (f) COMPUTED    2 0
 AO0057
 AO0057.Superseded values are not recommended for survey control.
 AO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0057.See file dsdata.txt to determine how the superseded data were derived.
 AO0057
 AO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS800520(NAD 83)
 AO0057_MARKER: DB = BENCH MARK DISK
 AO0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0057_STAMPING: D 343 1935
 AO0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0057+STABILITY: SURFACE MOTION
 AO0057
 AO0057  HISTORY     - Date     Condition        Report By
 AO0057  HISTORY     - 1935     MONUMENTED       CGS
 AO0057  HISTORY     - 1952     GOOD             USGS
 AO0057
 AO0057                          STATION DESCRIPTION
 AO0057
 AO0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0057'2.3 MI N FROM THREE RIVERS.
 AO0057'2.3 MILES N OF AND ALONG THE M P R R.  28 YARDS E OF MILEPOST 75.  16
 AO0057'YARDS NE OF CENTER OF TRACK.  9 YARDS SW OF CENTER OF ABANDONED ROAD.
 AO0057
 AO0057                          STATION RECOVERY (1952)
 AO0057
 AO0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AO0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0274 ***********************************************************************
 AJ0274  DESIGNATION -  D 344
 AJ0274  PID         -  AJ0274
 AJ0274  STATE/COUNTY-  TX/BROOKS
 AJ0274  USGS QUAD   -  CAGE RANCH (1963)
 AJ0274
 AJ0274                         *CURRENT SURVEY CONTROL
 AJ0274  ___________________________________________________________________
 AJ0274* NAD 83(1986)-  27 01 15.     (N)    098 08 17.     (W)     SCALED    
 AJ0274* NAVD 88     -        47.021  (meters)     154.27   (feet)  ADJUSTED  
 AJ0274  ___________________________________________________________________
 AJ0274  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AJ0274  DYNAMIC HT  -          46.946 (meters)     154.02  (feet)  COMP
 AJ0274  MODELED GRAV-     979,055.2   (mgal)                       NAVD 88
 AJ0274
 AJ0274  VERT ORDER  -  SECOND    CLASS 0
 AJ0274
 AJ0274.The horizontal coordinates were scaled from a topographic map and have
 AJ0274.an estimated accuracy of +/- 6 seconds.
 AJ0274
 AJ0274.The orthometric height was determined by differential leveling
 AJ0274.and adjusted by the National Geodetic Survey in June 1991..
 AJ0274
 AJ0274.The geoid height was determined by GEOID03.
 AJ0274
 AJ0274.The dynamic height is computed by dividing the NAVD 88
 AJ0274.geopotential number by the normal gravity value computed on the
 AJ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0274.degrees latitude (g = 980.6199 gals.).
 AJ0274
 AJ0274.The modeled gravity was interpolated from observed gravity values.
 AJ0274
 AJ0274;                    North         East    Units  Estimated Accuracy
 AJ0274;SPC TX S     - 5,150,080.      335,910.      MT  (+/- 180 meters Scaled)
 AJ0274
 AJ0274                          SUPERSEDED SURVEY CONTROL
 AJ0274
 AJ0274  NGVD 29 (??/??/92)   47.122  (m)          154.60   (f) ADJ UNCH    2 0
 AJ0274
 AJ0274.Superseded values are not recommended for survey control.
 AJ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0274.See file dsdata.txt to determine how the superseded data were derived.
 AJ0274
 AJ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ855890(NAD 83)
 AJ0274_MARKER: DB = BENCH MARK DISK
 AJ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0274_STAMPING: D-344 1935
 AJ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0274+STABILITY: SURFACE MOTION
 AJ0274
 AJ0274  HISTORY     - Date     Condition        Report By
 AJ0274  HISTORY     - 1935     MONUMENTED       CGS
 AJ0274  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0274
 AJ0274                          STATION DESCRIPTION
 AJ0274
 AJ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0274'5.8 MI N FROM ENCINO.
 AJ0274'5.8 MILES NORTH OF AND ALONG U.S. HIGHWAY 281.  14 YDS. EAST OF CENTER
 AJ0274'LINE OF HIGHWAY.  2 YDS. EAST OF RIGHT OF WAY FENCE.  50 YDS. NORTH OF
 AJ0274'CENTER LINE OF ABANDONED ROAD.
 AJ0274
 AJ0274                          STATION RECOVERY (1963)
 AJ0274
 AJ0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0898 ***********************************************************************
 AY0898  DESIGNATION -  D 345
 AY0898  PID         -  AY0898
 AY0898  STATE/COUNTY-  TX/BEXAR
 AY0898  USGS QUAD   -  MACDONA (1991)
 AY0898
 AY0898                         *CURRENT SURVEY CONTROL
 AY0898  ___________________________________________________________________
 AY0898* NAD 83(1986)-  29 15 06.     (N)    098 40 15.     (W)     SCALED    
 AY0898* NAVD 88     -       181.629  (meters)     595.89   (feet)  ADJUSTED  
 AY0898  ___________________________________________________________________
 AY0898  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AY0898  DYNAMIC HT  -         181.368 (meters)     595.04  (feet)  COMP
 AY0898  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 AY0898
 AY0898  VERT ORDER  -  FIRST     CLASS II
 AY0898
 AY0898.The horizontal coordinates were scaled from a topographic map and have
 AY0898.an estimated accuracy of +/- 6 seconds.
 AY0898
 AY0898.The orthometric height was determined by differential leveling
 AY0898.and adjusted by the National Geodetic Survey in June 1991..
 AY0898
 AY0898.The geoid height was determined by GEOID03.
 AY0898
 AY0898.The dynamic height is computed by dividing the NAVD 88
 AY0898.geopotential number by the normal gravity value computed on the
 AY0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0898.degrees latitude (g = 980.6199 gals.).
 AY0898
 AY0898.The modeled gravity was interpolated from observed gravity values.
 AY0898
 AY0898;                    North         East    Units  Estimated Accuracy
 AY0898;SPC TXSC     - 4,157,230.      631,990.      MT  (+/- 180 meters Scaled)
 AY0898
 AY0898                          SUPERSEDED SURVEY CONTROL
 AY0898
 AY0898  NGVD 29 (??/??/92)  181.543  (m)          595.61   (f) ADJ UNCH    1 2
 AY0898
 AY0898.Superseded values are not recommended for survey control.
 AY0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0898.See file dsdata.txt to determine how the superseded data were derived.
 AY0898
 AY0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT319359(NAD 83)
 AY0898_MARKER: DB = BENCH MARK DISK
 AY0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0898_STAMPING: D 345 1935
 AY0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0898+STABILITY: SURFACE MOTION
 AY0898
 AY0898  HISTORY     - Date     Condition        Report By
 AY0898  HISTORY     - 1935     MONUMENTED       CGS
 AY0898  HISTORY     - 1966     GOOD             USGS
 AY0898  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0898  HISTORY     - 19991210 MARK NOT FOUND   USPSQD
 AY0898
 AY0898                          STATION DESCRIPTION
 AY0898
 AY0898'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AY0898'3.6 MI SW FROM VON ORMY.
 AY0898'2.0 MILES SOUTHWEST ON INTERSTATE HWY 35 AND U.S. HWY 81 FROM THE
 AY0898'MEDINA RIVER BRIDGE CROSSING AT VON ORMY, BEXAR COUNTY THENCE S. ON
 AY0898'FARM RD 2173, 1.6 MILES TO A NORTHEAST CURVE AND GRAVEL ROAD TANGENT
 AY0898'STRAIGHT SOUTH, CONTINUE STRAIGHT SOUTH ON GRAVEL RD. 0.15 MILE TO
 AY0898'T-RD. NORTH.  THENCE 0.3 MILE WEST TO TURN SOUTH OF MAIN RD.  THENCE
 AY0898'SOUTH 0.15 MILE TO ABANDONED RAILROAD CROSSING (NORTHWEST-SOUTHEAST).
 AY0898'73 SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE, 46 FEET EAST OF
 AY0898'THE CENTERLINE OF THE GRAVEL ROAD, 20 FEET NORTHEAST OF THE CENTERLINE
 AY0898'OF THE OLD RAILROAD AT THE NORTHWEST SIDE OF AN OLD CATTLEGUARD. A
 AY0898'STANDARD DISK, STAMPED D 345 1935 AND SET IN THE TOP OF A CONCRETE
 AY0898'POST PROJECTING 0.4 FT.
 AY0898
 AY0898                          STATION RECOVERY (1986)
 AY0898
 AY0898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0898'MARK NOT FOUND.
 AY0898
 AY0898                          STATION RECOVERY (1999)
 AY0898
 AY0898'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1439 ***********************************************************************
 FL1439  DESIGNATION -  D 346
 FL1439  PID         -  FL1439
 FL1439  STATE/COUNTY-  TX/MOORE
 FL1439  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1439
 FL1439                         *CURRENT SURVEY CONTROL
 FL1439  ___________________________________________________________________
 FL1439* NAD 83(1986)-  35 55 19.     (N)    101 39 06.     (W)     SCALED    
 FL1439* NAVD 88     -      1028.767  (meters)    3375.21   (feet)  ADJUSTED  
 FL1439  ___________________________________________________________________
 FL1439  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 FL1439  DYNAMIC HT  -        1027.606 (meters)    3371.40  (feet)  COMP
 FL1439  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 FL1439
 FL1439  VERT ORDER  -  SECOND    CLASS 0
 FL1439
 FL1439.The horizontal coordinates were scaled from a topographic map and have
 FL1439.an estimated accuracy of +/- 6 seconds.
 FL1439
 FL1439.The orthometric height was determined by differential leveling
 FL1439.and adjusted by the National Geodetic Survey in June 1991..
 FL1439
 FL1439.The geoid height was determined by GEOID03.
 FL1439
 FL1439.The dynamic height is computed by dividing the NAVD 88
 FL1439.geopotential number by the normal gravity value computed on the
 FL1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1439.degrees latitude (g = 980.6199 gals.).
 FL1439
 FL1439.The modeled gravity was interpolated from observed gravity values.
 FL1439
 FL1439;                    North         East    Units  Estimated Accuracy
 FL1439;SPC TX N     - 1,213,230.      186,310.      MT  (+/- 180 meters Scaled)
 FL1439
 FL1439                          SUPERSEDED SURVEY CONTROL
 FL1439
 FL1439  NGVD 29 (??/??/92) 1028.271  (m)         3373.59   (f) ADJ UNCH    2 0
 FL1439
 FL1439.Superseded values are not recommended for survey control.
 FL1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1439.See file dsdata.txt to determine how the superseded data were derived.
 FL1439
 FL1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE607785(NAD 83)
 FL1439_MARKER: DB = BENCH MARK DISK
 FL1439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1439_SP_SET: UNDERPASS
 FL1439_STAMPING: D 346 1952
 FL1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1439
 FL1439  HISTORY     - Date     Condition        Report By
 FL1439  HISTORY     - 1952     MONUMENTED       CGS
 FL1439
 FL1439                          STATION DESCRIPTION
 FL1439
 FL1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1439'17.0 MI NW FROM STINNETT.
 FL1439'11.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE PUBLIC SCHOOL AT
 FL1439'STINNETT, THENCE 5.1 MILES NORTH ALONG FARM ROAD 1060, 330 FEET NORTH
 FL1439'OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING WEST TO A FARMHOUSE,
 FL1439'16 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF
 FL1439'THE CENTER OF THE EAST HEADWALL OF A CONCRETE STOCK CROSSING
 FL1439'UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0069 ***********************************************************************
 FM0069  DESIGNATION -  D 347
 FM0069  PID         -  FM0069
 FM0069  STATE/COUNTY-  TX/MOORE
 FM0069  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0069
 FM0069                         *CURRENT SURVEY CONTROL
 FM0069  ___________________________________________________________________
 FM0069* NAD 83(1986)-  35 58 56.     (N)    102 07 24.     (W)     SCALED    
 FM0069* NAVD 88     -      1148.929  (meters)    3769.44   (feet)  ADJUSTED  
 FM0069  ___________________________________________________________________
 FM0069  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 FM0069  DYNAMIC HT  -        1147.604 (meters)    3765.10  (feet)  COMP
 FM0069  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 FM0069
 FM0069  VERT ORDER  -  SECOND    CLASS 0
 FM0069
 FM0069.The horizontal coordinates were scaled from a topographic map and have
 FM0069.an estimated accuracy of +/- 6 seconds.
 FM0069
 FM0069.The orthometric height was determined by differential leveling
 FM0069.and adjusted by the National Geodetic Survey in June 1991..
 FM0069
 FM0069.The geoid height was determined by GEOID03.
 FM0069
 FM0069.The dynamic height is computed by dividing the NAVD 88
 FM0069.geopotential number by the normal gravity value computed on the
 FM0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0069.degrees latitude (g = 980.6199 gals.).
 FM0069
 FM0069.The modeled gravity was interpolated from observed gravity values.
 FM0069
 FM0069;                    North         East    Units  Estimated Accuracy
 FM0069;SPC TX N     - 1,220,080.      143,790.      MT  (+/- 180 meters Scaled)
 FM0069
 FM0069                          SUPERSEDED SURVEY CONTROL
 FM0069
 FM0069  NGVD 29 (??/??/92) 1148.375  (m)         3767.63   (f) ADJ UNCH    2 0
 FM0069
 FM0069.Superseded values are not recommended for survey control.
 FM0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0069.See file dsdata.txt to determine how the superseded data were derived.
 FM0069
 FM0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV593858(NAD 83)
 FM0069_MARKER: DB = BENCH MARK DISK
 FM0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0069_STAMPING: D 347 1952
 FM0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0069+STABILITY: SURFACE MOTION
 FM0069
 FM0069  HISTORY     - Date     Condition        Report By
 FM0069  HISTORY     - 1952     MONUMENTED       CGS
 FM0069
 FM0069                          STATION DESCRIPTION
 FM0069
 FM0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0069'17.0 MI NW FROM DUMAS.
 FM0069'0.5 MILE NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE COURTHOUSE AT
 FM0069'DUMAS, THENCE 7.5 MILES WEST ALONG U.S. HIGHWAY 87, THENCE 7.0 MILES
 FM0069'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRADED
 FM0069'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A NORTH AND SOUTH FENCE, 1.0
 FM0069'MILE NORTH OF A FARMHOUSE, 10 FEET EAST OF A FENCE CORNER, 1.0 FOOT
 FM0069'SOUTH OF AN EAST AND WEST FENCE, 2 FEET WEST OF A WITNESS POST, SET IN
 FM0069'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0054 ***********************************************************************
 FM0054  DESIGNATION -  D 348
 FM0054  PID         -  FM0054
 FM0054  STATE/COUNTY-  TX/HARTLEY
 FM0054  USGS QUAD   -  MORAN RANCH (1963)
 FM0054
 FM0054                         *CURRENT SURVEY CONTROL
 FM0054  ___________________________________________________________________
 FM0054* NAD 83(1986)-  35 59 49.     (N)    102 14 53.     (W)     SCALED    
 FM0054* NAVD 88     -      1172.613  (meters)    3847.15   (feet)  ADJUSTED  
 FM0054  ___________________________________________________________________
 FM0054  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 FM0054  DYNAMIC HT  -        1171.255 (meters)    3842.69  (feet)  COMP
 FM0054  MODELED GRAV-     979,433.8   (mgal)                       NAVD 88
 FM0054
 FM0054  VERT ORDER  -  SECOND    CLASS 0
 FM0054
 FM0054.The horizontal coordinates were scaled from a topographic map and have
 FM0054.an estimated accuracy of +/- 6 seconds.
 FM0054
 FM0054.The orthometric height was determined by differential leveling
 FM0054.and adjusted by the National Geodetic Survey in June 1991..
 FM0054
 FM0054.The geoid height was determined by GEOID03.
 FM0054
 FM0054.The dynamic height is computed by dividing the NAVD 88
 FM0054.geopotential number by the normal gravity value computed on the
 FM0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0054.degrees latitude (g = 980.6199 gals.).
 FM0054
 FM0054.The modeled gravity was interpolated from observed gravity values.
 FM0054
 FM0054;                    North         East    Units  Estimated Accuracy
 FM0054;SPC TX N     - 1,221,800.      132,550.      MT  (+/- 180 meters Scaled)
 FM0054
 FM0054                          SUPERSEDED SURVEY CONTROL
 FM0054
 FM0054  NGVD 29 (??/??/92) 1172.056  (m)         3845.32   (f) ADJ UNCH    2 0
 FM0054
 FM0054.Superseded values are not recommended for survey control.
 FM0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0054.See file dsdata.txt to determine how the superseded data were derived.
 FM0054
 FM0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV480871(NAD 83)
 FM0054_MARKER: DB = BENCH MARK DISK
 FM0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0054_STAMPING: D-348 1952
 FM0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0054+STABILITY: SURFACE MOTION
 FM0054
 FM0054  HISTORY     - Date     Condition        Report By
 FM0054  HISTORY     - 1952     MONUMENTED       CGS
 FM0054  HISTORY     - 1963     GOOD             USGS
 FM0054
 FM0054                          STATION DESCRIPTION
 FM0054
 FM0054'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FM0054'17.6 MI NE FROM HARTLEY.
 FM0054'POST OFFICE, 8.5 MILES EAST ALONG U S HIGHWAY 87 FROM HARTLEY, HARTLEY
 FM0054'CO., THENCE 9.1 MILES NORTH ALONG A GRADED ROAD TO A FENCE EAST. 44
 FM0054'FEET EAST OF THE CENTERLINE OF THE ROAD.  23 FEET SOUTH OF THE EW
 FM0054'FENCE.  A STANDARD DISK STAMPED D 348 1952 AND SET IN THE TOP OF A
 FM0054'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0136 ***********************************************************************
 FM0136  DESIGNATION -  D 349
 FM0136  PID         -  FM0136
 FM0136  STATE/COUNTY-  TX/HARTLEY
 FM0136  USGS QUAD   -  HARTLEY SE (1963)
 FM0136
 FM0136                         *CURRENT SURVEY CONTROL
 FM0136  ___________________________________________________________________
 FM0136* NAD 83(1986)-  35 52 01.     (N)    102 19 44.     (W)     SCALED    
 FM0136* NAVD 88     -      1186.507  (meters)    3892.73   (feet)  ADJUSTED  
 FM0136  ___________________________________________________________________
 FM0136  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 FM0136  DYNAMIC HT  -        1185.112 (meters)    3888.16  (feet)  COMP
 FM0136  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 FM0136
 FM0136  VERT ORDER  -  SECOND    CLASS 0
 FM0136
 FM0136.The horizontal coordinates were scaled from a topographic map and have
 FM0136.an estimated accuracy of +/- 6 seconds.
 FM0136
 FM0136.The orthometric height was determined by differential leveling
 FM0136.and adjusted by the National Geodetic Survey in June 1991..
 FM0136
 FM0136.The geoid height was determined by GEOID03.
 FM0136
 FM0136.The dynamic height is computed by dividing the NAVD 88
 FM0136.geopotential number by the normal gravity value computed on the
 FM0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0136.degrees latitude (g = 980.6199 gals.).
 FM0136
 FM0136.The modeled gravity was interpolated from observed gravity values.
 FM0136
 FM0136;                    North         East    Units  Estimated Accuracy
 FM0136;SPC TX N     - 1,207,430.      125,140.      MT  (+/- 180 meters Scaled)
 FM0136
 FM0136                          SUPERSEDED SURVEY CONTROL
 FM0136
 FM0136  NGVD 29 (??/??/92) 1185.937  (m)         3890.86   (f) ADJ UNCH    2 0
 FM0136
 FM0136.Superseded values are not recommended for survey control.
 FM0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0136.See file dsdata.txt to determine how the superseded data were derived.
 FM0136
 FM0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV411724(NAD 83)
 FM0136_MARKER: DB = BENCH MARK DISK
 FM0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0136_SP_SET: CULVERT
 FM0136_STAMPING: D 349 1952
 FM0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0136+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0136
 FM0136  HISTORY     - Date     Condition        Report By
 FM0136  HISTORY     - 1952     MONUMENTED       CGS
 FM0136  HISTORY     - 20040805 GOOD             USPSQD
 FM0136
 FM0136                          STATION DESCRIPTION
 FM0136
 FM0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0136'4.45 MI E FROM HARTLEY.
 FM0136'4.45 MILES EAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT HARTLEY,
 FM0136'23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 FM0136'CENTER OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 FM0136
 FM0136                          STATION RECOVERY (2004)
 FM0136
 FM0136'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2337 ***********************************************************************
 AX2337  DESIGNATION -  D 350
 AX2337  PID         -  AX2337
 AX2337  STATE/COUNTY-  TX/CALDWELL
 AX2337  USGS QUAD   -  LULING (1994)
 AX2337
 AX2337                         *CURRENT SURVEY CONTROL
 AX2337  ___________________________________________________________________
 AX2337* NAD 83(1986)-  29 40 46.     (N)    097 38 23.     (W)     SCALED    
 AX2337* NAVD 88     -       121.91   (+/-2cm)     400.0    (feet)  VERTCON   
 AX2337  ___________________________________________________________________
 AX2337  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2337
 AX2337  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2337
 AX2337.The horizontal coordinates were scaled from a topographic map and have
 AX2337.an estimated accuracy of +/- 6 seconds.
 AX2337
 AX2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2337.The vertical order pertains to the NGVD 29 superseded value.
 AX2337
 AX2337.The geoid height was determined by GEOID03.
 AX2337
 AX2337;                    North         East    Units  Estimated Accuracy
 AX2337;SPC TXSC     - 4,205,370.      731,650.      MT  (+/- 180 meters Scaled)
 AX2337
 AX2337                          SUPERSEDED SURVEY CONTROL
 AX2337
 AX2337  NGVD 29 (??/??/92)  121.855  (m)          399.79   (f) ADJ UNCH    2 0
 AX2337
 AX2337.Superseded values are not recommended for survey control.
 AX2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2337.See file dsdata.txt to determine how the superseded data were derived.
 AX2337
 AX2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT316840(NAD 83)
 AX2337_MARKER: DB = BENCH MARK DISK
 AX2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2337_STAMPING: D 350 1935
 AX2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2337+STABILITY: SURFACE MOTION
 AX2337
 AX2337  HISTORY     - Date     Condition        Report By
 AX2337  HISTORY     - 1935     MONUMENTED       CGS
 AX2337  HISTORY     - 1943     GOOD             NGS
 AX2337  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2337  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2337  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2337
 AX2337                          STATION DESCRIPTION
 AX2337
 AX2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2337'IN LULING.
 AX2337'AT LULING, CALDWELL COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 0.5
 AX2337'MILE EAST OF THE STATION, AT A ROAD CROSSING, 64 FEET SOUTH OF THE
 AX2337'CENTERLINE OF THE MAIN TRACK, 41 FEET NORTH OF THE CENTERLINE OF U. S.
 AX2337'HIGHWAY 90, AT A FENCE CORNER, AND 3 FEET WEST OF A WHITE WOODEN
 AX2337'WITNESS POST.  A STANDARD DISK, STAMPED D 350 1935 AND SET IN THE TOP
 AX2337'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AX2337
 AX2337                          STATION RECOVERY (1963)
 AX2337
 AX2337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX2337'MARK NOT FOUND.
 AX2337
 AX2337                          STATION RECOVERY (1999)
 AX2337
 AX2337'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2337'MARK NOT FOUND.
 AX2337
 AX2337                          STATION RECOVERY (2005)
 AX2337
 AX2337'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0180 ***********************************************************************
 AE0180  DESIGNATION -  D 351
 AE0180  PID         -  AE0180
 AE0180  STATE/COUNTY-  TX/BROOKS
 AE0180  USGS QUAD   -  HARTLAND (1982)
 AE0180
 AE0180                         *CURRENT SURVEY CONTROL
 AE0180  ___________________________________________________________________
 AE0180* NAD 83(1986)-  26 51 50.     (N)    098 08 00.     (W)     SCALED    
 AE0180* NAVD 88     -        32.974  (meters)     108.18   (feet)  ADJUSTED  
 AE0180  ___________________________________________________________________
 AE0180  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AE0180  DYNAMIC HT  -          32.921 (meters)     108.01  (feet)  COMP
 AE0180  MODELED GRAV-     979,047.5   (mgal)                       NAVD 88
 AE0180
 AE0180  VERT ORDER  -  SECOND    CLASS 0
 AE0180
 AE0180.The horizontal coordinates were scaled from a topographic map and have
 AE0180.an estimated accuracy of +/- 6 seconds.
 AE0180
 AE0180.The orthometric height was determined by differential leveling
 AE0180.and adjusted by the National Geodetic Survey in June 1991..
 AE0180
 AE0180.The geoid height was determined by GEOID03.
 AE0180
 AE0180.The dynamic height is computed by dividing the NAVD 88
 AE0180.geopotential number by the normal gravity value computed on the
 AE0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0180.degrees latitude (g = 980.6199 gals.).
 AE0180
 AE0180.The modeled gravity was interpolated from observed gravity values.
 AE0180
 AE0180;                    North         East    Units  Estimated Accuracy
 AE0180;SPC TX S     - 5,132,700.      336,430.      MT  (+/- 180 meters Scaled)
 AE0180
 AE0180                          SUPERSEDED SURVEY CONTROL
 AE0180
 AE0180  NGVD 29 (??/??/92)   33.077  (m)          108.52   (f) ADJ UNCH    2 0
 AE0180
 AE0180.Superseded values are not recommended for survey control.
 AE0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0180.See file dsdata.txt to determine how the superseded data were derived.
 AE0180
 AE0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ860716(NAD 83)
 AE0180_MARKER: DB = BENCH MARK DISK
 AE0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0180_STAMPING: D-351
 AE0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0180+STABILITY: SURFACE MOTION
 AE0180
 AE0180  HISTORY     - Date     Condition        Report By
 AE0180  HISTORY     - UNK      MONUMENTED       CGS
 AE0180  HISTORY     - 1935     GOOD             NGS
 AE0180  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0180
 AE0180                          STATION DESCRIPTION
 AE0180
 AE0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0180'1.7 MI S FROM RACHAL.
 AE0180'1.7 MILE SOUTH OF AND ALONG U. S. HIGHWAY 281.  59 FEET EAST OF CENTER
 AE0180'LINE OF ROAD.  210 FEET NORTH OF A LARGE PASTURE GATE.  26 FEET EAST
 AE0180'OF FENCE LINE.
 AE0180
 AE0180                          STATION RECOVERY (1962)
 AE0180
 AE0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0473 ***********************************************************************
 AE0473  DESIGNATION -  D 352
 AE0473  PID         -  AE0473
 AE0473  STATE/COUNTY-  TX/HIDALGO
 AE0473  USGS QUAD   -  FAYSVILLE (1963)
 AE0473
 AE0473                         *CURRENT SURVEY CONTROL
 AE0473  ___________________________________________________________________
 AE0473* NAD 83(1986)-  26 23 18.     (N)    098 08 29.     (W)     SCALED    
 AE0473* NAVD 88     -        25.037  (meters)      82.14   (feet)  ADJUSTED  
 AE0473  ___________________________________________________________________
 AE0473  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0473  DYNAMIC HT  -          24.997 (meters)      82.01  (feet)  COMP
 AE0473  MODELED GRAV-     979,026.2   (mgal)                       NAVD 88
 AE0473
 AE0473  VERT ORDER  -  SECOND    CLASS 0
 AE0473
 AE0473.The horizontal coordinates were scaled from a topographic map and have
 AE0473.an estimated accuracy of +/- 6 seconds.
 AE0473
 AE0473.The orthometric height was determined by differential leveling
 AE0473.and adjusted by the National Geodetic Survey in June 1991..
 AE0473.WARNING-Repeat measurements at this control monument indicate possible
 AE0473.vertical movement.
 AE0473
 AE0473.The geoid height was determined by GEOID03.
 AE0473
 AE0473.The dynamic height is computed by dividing the NAVD 88
 AE0473.geopotential number by the normal gravity value computed on the
 AE0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0473.degrees latitude (g = 980.6199 gals.).
 AE0473
 AE0473.The modeled gravity was interpolated from observed gravity values.
 AE0473
 AE0473;                    North         East    Units  Estimated Accuracy
 AE0473;SPC TX S     - 5,080,010.      335,780.      MT  (+/- 180 meters Scaled)
 AE0473
 AE0473                          SUPERSEDED SURVEY CONTROL
 AE0473
 AE0473  NGVD 29 (??/??/92)   25.148  (m)           82.51   (f) ADJ UNCH    2 0
 AE0473
 AE0473.Superseded values are not recommended for survey control.
 AE0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0473.See file dsdata.txt to determine how the superseded data were derived.
 AE0473
 AE0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ856189(NAD 83)
 AE0473_MARKER: DB = BENCH MARK DISK
 AE0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0473_STAMPING: D-352
 AE0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0473+STABILITY: SURFACE MOTION
 AE0473
 AE0473  HISTORY     - Date     Condition        Report By
 AE0473  HISTORY     - UNK      MONUMENTED       CGS
 AE0473  HISTORY     - 1935     GOOD             NGS
 AE0473  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0473
 AE0473                          STATION DESCRIPTION
 AE0473
 AE0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0473'6.4 MI N FROM EDINBURG.
 AE0473'6.4 MILES NORTH OF AND ALONG U. S. HIGHWAY 281.  43 FEET EAST OF
 AE0473'CENTER LINE OF ROAD.  AT MID-WAY OF CURVE IN ROAD.  410 YDS. SOUTH OF
 AE0473'LARGE BROWN HOUSE.
 AE0473
 AE0473                          STATION RECOVERY (1962)
 AE0473
 AE0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0133 ***********************************************************************
 FL0133  DESIGNATION -  D 353
 FL0133  PID         -  FL0133
 FL0133  STATE/COUNTY-  TX/WHEELER
 FL0133  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0133
 FL0133                         *CURRENT SURVEY CONTROL
 FL0133  ___________________________________________________________________
 FL0133* NAD 83(1986)-  35 12 45.     (N)    100 08 01.     (W)     SCALED    
 FL0133* NAVD 88     -       691.662  (meters)    2269.23   (feet)  ADJUSTED  
 FL0133  ___________________________________________________________________
 FL0133  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL0133  DYNAMIC HT  -         690.946 (meters)    2266.88  (feet)  COMP
 FL0133  MODELED GRAV-     979,574.9   (mgal)                       NAVD 88
 FL0133
 FL0133  VERT ORDER  -  FIRST     CLASS II
 FL0133
 FL0133.The horizontal coordinates were scaled from a topographic map and have
 FL0133.an estimated accuracy of +/- 6 seconds.
 FL0133
 FL0133.The orthometric height was determined by differential leveling
 FL0133.and adjusted by the National Geodetic Survey in June 1991..
 FL0133
 FL0133.The geoid height was determined by GEOID03.
 FL0133
 FL0133.The dynamic height is computed by dividing the NAVD 88
 FL0133.geopotential number by the normal gravity value computed on the
 FL0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0133.degrees latitude (g = 980.6199 gals.).
 FL0133
 FL0133.The modeled gravity was interpolated from observed gravity values.
 FL0133
 FL0133;                    North         East    Units  Estimated Accuracy
 FL0133;SPC TX N     - 1,135,370.      324,400.      MT  (+/- 180 meters Scaled)
 FL0133
 FL0133                          SUPERSEDED SURVEY CONTROL
 FL0133
 FL0133  NGVD 29 (??/??/92)  691.389  (m)         2268.33   (f) ADJ UNCH    1 2
 FL0133
 FL0133.Superseded values are not recommended for survey control.
 FL0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0133.See file dsdata.txt to determine how the superseded data were derived.
 FL0133
 FL0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD968971(NAD 83)
 FL0133_MARKER: DB = BENCH MARK DISK
 FL0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0133_STAMPING: D 353 1953
 FL0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0133+STABILITY: SURFACE MOTION
 FL0133
 FL0133  HISTORY     - Date     Condition        Report By
 FL0133  HISTORY     - 1953     MONUMENTED       CGS
 FL0133
 FL0133                          STATION DESCRIPTION
 FL0133
 FL0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0133'4.0 MI SW FROM FULLER.
 FL0133'4.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0133'RAILROAD FROM THE STATION SIGN AT FULLER, 0.1 MILE NORTHEAST OF THE
 FL0133'STATION SIGN AT NORRICK, 150 YARDS SOUTHEAST OF A CARBON BLACK
 FL0133'FACTORY, 5 POLES NORTHEAST OF MILEPOST 658, 40.5 FEET SOUTHEAST OF THE
 FL0133'SOUTHEAST RAIL, 0.15 MILE SOUTHWEST OF THE CROSSING OF FARM ROAD 1802,
 FL0133'6.5 FEET NORTHWEST OF A FENCE, 2.5 FEET EAST OF A WITNESS POST, SET IN
 FL0133'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0293 ***********************************************************************
 FL0293  DESIGNATION -  D 354
 FL0293  PID         -  FL0293
 FL0293  STATE/COUNTY-  TX/WHEELER
 FL0293  USGS QUAD   -  MC LEAN (1978)
 FL0293
 FL0293                         *CURRENT SURVEY CONTROL
 FL0293  ___________________________________________________________________
 FL0293* NAD 83(1986)-  35 11 47.     (N)    100 30 45.     (W)     SCALED    
 FL0293* NAVD 88     -       818.382  (meters)    2684.97   (feet)  ADJUSTED  
 FL0293  ___________________________________________________________________
 FL0293  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL0293  DYNAMIC HT  -         817.496 (meters)    2682.07  (feet)  COMP
 FL0293  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 FL0293
 FL0293  VERT ORDER  -  FIRST     CLASS II
 FL0293
 FL0293.The horizontal coordinates were scaled from a topographic map and have
 FL0293.an estimated accuracy of +/- 6 seconds.
 FL0293
 FL0293.The orthometric height was determined by differential leveling
 FL0293.and adjusted by the National Geodetic Survey in June 1991..
 FL0293
 FL0293.The geoid height was determined by GEOID03.
 FL0293
 FL0293.The dynamic height is computed by dividing the NAVD 88
 FL0293.geopotential number by the normal gravity value computed on the
 FL0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0293.degrees latitude (g = 980.6199 gals.).
 FL0293
 FL0293.The modeled gravity was interpolated from observed gravity values.
 FL0293
 FL0293;                    North         East    Units  Estimated Accuracy
 FL0293;SPC TX N     - 1,133,170.      289,920.      MT  (+/- 180 meters Scaled)
 FL0293
 FL0293                          SUPERSEDED SURVEY CONTROL
 FL0293
 FL0293  NGVD 29 (??/??/92)  818.058  (m)         2683.91   (f) ADJ UNCH    1 2
 FL0293
 FL0293.Superseded values are not recommended for survey control.
 FL0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0293.See file dsdata.txt to determine how the superseded data were derived.
 FL0293
 FL0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD623958(NAD 83)
 FL0293_MARKER: DB = BENCH MARK DISK
 FL0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0293_STAMPING: D 354 1953
 FL0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0293+STABILITY: SURFACE MOTION
 FL0293
 FL0293  HISTORY     - Date     Condition        Report By
 FL0293  HISTORY     - 1953     MONUMENTED       CGS
 FL0293
 FL0293                          STATION DESCRIPTION
 FL0293
 FL0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0293'6.15 MI E FROM MCLEAN.
 FL0293'6.15 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0293'FROM THE STATION AT MCLEAN, 6 1/2 POLES WEST OF MILEPOST 681, 74 FEET
 FL0293'SOUTHEAST OF THE SOUTHEAST CORNER OF TRESTLE 6812, 46.5 FEET SOUTH OF
 FL0293'THE SOUTH RAIL, 1.5 FEET NORTH OF A FENCE, 2.5 FEET WEST OF A WITNESS
 FL0293'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 FL0293'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0354 ***********************************************************************
 FL0354  DESIGNATION -  D 355
 FL0354  PID         -  FL0354
 FL0354  STATE/COUNTY-  TX/DONLEY
 FL0354  USGS QUAD   -  ROCKLEDGE (1964)
 FL0354
 FL0354                         *CURRENT SURVEY CONTROL
 FL0354  ___________________________________________________________________
 FL0354* NAD 83(1986)-  35 10 18.     (N)    100 49 55.     (W)     SCALED    
 FL0354* NAVD 88     -       962.554  (meters)    3157.98   (feet)  ADJUSTED  
 FL0354  ___________________________________________________________________
 FL0354  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL0354  DYNAMIC HT  -         961.457 (meters)    3154.38  (feet)  COMP
 FL0354  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 FL0354
 FL0354  VERT ORDER  -  FIRST     CLASS II
 FL0354
 FL0354.The horizontal coordinates were scaled from a topographic map and have
 FL0354.an estimated accuracy of +/- 6 seconds.
 FL0354
 FL0354.The orthometric height was determined by differential leveling
 FL0354.and adjusted by the National Geodetic Survey in June 1991..
 FL0354
 FL0354.The geoid height was determined by GEOID03.
 FL0354
 FL0354.The dynamic height is computed by dividing the NAVD 88
 FL0354.geopotential number by the normal gravity value computed on the
 FL0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0354.degrees latitude (g = 980.6199 gals.).
 FL0354
 FL0354.The modeled gravity was interpolated from observed gravity values.
 FL0354
 FL0354;                    North         East    Units  Estimated Accuracy
 FL0354;SPC TX N     - 1,130,190.      260,850.      MT  (+/- 180 meters Scaled)
 FL0354
 FL0354                          SUPERSEDED SURVEY CONTROL
 FL0354
 FL0354  NGVD 29 (??/??/92)  962.142  (m)         3156.63   (f) ADJ UNCH    1 2
 FL0354
 FL0354.Superseded values are not recommended for survey control.
 FL0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0354.See file dsdata.txt to determine how the superseded data were derived.
 FL0354
 FL0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD331936(NAD 83)
 FL0354_MARKER: DB = BENCH MARK DISK
 FL0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0354_STAMPING: D 355 1953
 FL0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0354+STABILITY: SURFACE MOTION
 FL0354
 FL0354  HISTORY     - Date     Condition        Report By
 FL0354  HISTORY     - 1953     MONUMENTED       CGS
 FL0354
 FL0354                          STATION DESCRIPTION
 FL0354
 FL0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0354'5.0 MI E FROM JERICHO.
 FL0354'5.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0354'FROM THE STATION AT JERICHO, 0.75 MILE WEST OF THE STATION SIGN AT
 FL0354'ROCKLEDGE, 92.4 FEET SOUTHEAST OF MILEPOST 703, 46 FEET SOUTHEAST OF
 FL0354'THE SOUTHEAST RAIL, 1.9 FEET NORTHWEST OF A FENCE, 2.3 FEET SOUTHWEST
 FL0354'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FL0354'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0312 ***********************************************************************
 AO0312  DESIGNATION -  D 356
 AO0312  PID         -  AO0312
 AO0312  STATE/COUNTY-  TX/LA SALLE
 AO0312  USGS QUAD   -  HOLLAND DAM (1974)
 AO0312
 AO0312                         *CURRENT SURVEY CONTROL
 AO0312  ___________________________________________________________________
 AO0312* NAD 83(1986)-  28 21 18.     (N)    099 09 15.     (W)     SCALED    
 AO0312* NAVD 88     -       110.497  (meters)     362.52   (feet)  POSTED    
 AO0312  ___________________________________________________________________
 AO0312  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AO0312  DYNAMIC HT  -         110.330 (meters)     361.97  (feet)  COMP
 AO0312  MODELED GRAV-     979,134.6   (mgal)                       NAVD 88
 AO0312
 AO0312  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0312
 AO0312.The horizontal coordinates were scaled from a topographic map and have
 AO0312.an estimated accuracy of +/- 6 seconds.
 AO0312
 AO0312.The orthometric height was determined by differential leveling
 AO0312.and adjusted by the National Geodetic Survey in 1992..
 AO0312.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0312.rate of 1.1 thru 2.0 mm/km.
 AO0312
 AO0312.The geoid height was determined by GEOID03.
 AO0312
 AO0312.The dynamic height is computed by dividing the NAVD 88
 AO0312.geopotential number by the normal gravity value computed on the
 AO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0312.degrees latitude (g = 980.6199 gals.).
 AO0312
 AO0312.The modeled gravity was interpolated from observed gravity values.
 AO0312
 AO0312;                    North         East    Units  Estimated Accuracy
 AO0312;SPC TXSC     - 4,057,830.      584,890.      MT  (+/- 180 meters Scaled)
 AO0312
 AO0312                          SUPERSEDED SURVEY CONTROL
 AO0312
 AO0312  NGVD 29 (??/??/92)  110.404  (m)          362.22   (f) ADJ UNCH    2 0
 AO0312
 AO0312.Superseded values are not recommended for survey control.
 AO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0312.See file dsdata.txt to determine how the superseded data were derived.
 AO0312
 AO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS848365(NAD 83)
 AO0312_MARKER: DB = BENCH MARK DISK
 AO0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0312_STAMPING: D-356 1935
 AO0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0312+STABILITY: SURFACE MOTION
 AO0312
 AO0312  HISTORY     - Date     Condition        Report By
 AO0312  HISTORY     - 1935     MONUMENTED       CGS
 AO0312  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0312
 AO0312                          STATION DESCRIPTION
 AO0312
 AO0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0312'8.1 MI SW FROM COTULLA.
 AO0312'8.1 MILES SOUTHEAST OF AND ALONG RIVER ROAD.  ABOUT 500 FT. N. W. OF A
 AO0312'SMALL BRIDGE OVER A CREEK.  48 FT. S. W. OF GATE LEADING INTO A FIELD.
 AO0312'60 FT. W. OF CENTER LINE OF HIGHWAY.  26 FT. W. OF R. O. W. FENCE.
 AO0312'SET IN TOP OF A CONCRETE POST.
 AO0312
 AO0312                          STATION RECOVERY (1974)
 AO0312
 AO0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0691 ***********************************************************************
 AJ0691  DESIGNATION -  D 357
 AJ0691  PID         -  AJ0691
 AJ0691  STATE/COUNTY-  TX/DUVAL
 AJ0691  USGS QUAD   -  FREER NW (1971)
 AJ0691
 AJ0691                         *CURRENT SURVEY CONTROL
 AJ0691  ___________________________________________________________________
 AJ0691* NAD 83(1986)-  27 57 56.     (N)    098 41 16.     (W)     SCALED    
 AJ0691* NAVD 88     -       123.915  (meters)     406.54   (feet)  POSTED    
 AJ0691  ___________________________________________________________________
 AJ0691  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AJ0691  DYNAMIC HT  -         123.720 (meters)     405.90  (feet)  COMP
 AJ0691  MODELED GRAV-     979,105.3   (mgal)                       NAVD 88
 AJ0691
 AJ0691  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0691
 AJ0691.The horizontal coordinates were scaled from a topographic map and have
 AJ0691.an estimated accuracy of +/- 6 seconds.
 AJ0691
 AJ0691.The orthometric height was determined by differential leveling
 AJ0691.and adjusted by the National Geodetic Survey in 1992..
 AJ0691.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0691.rate of 1.1 thru 2.0 mm/km.
 AJ0691
 AJ0691.The geoid height was determined by GEOID03.
 AJ0691
 AJ0691.The dynamic height is computed by dividing the NAVD 88
 AJ0691.geopotential number by the normal gravity value computed on the
 AJ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0691.degrees latitude (g = 980.6199 gals.).
 AJ0691
 AJ0691.The modeled gravity was interpolated from observed gravity values.
 AJ0691
 AJ0691;                    North         East    Units  Estimated Accuracy
 AJ0691;SPC TX S     - 5,254,720.      281,520.      MT  (+/- 180 meters Scaled)
 AJ0691
 AJ0691                          SUPERSEDED SURVEY CONTROL
 AJ0691
 AJ0691  NGVD 29 (??/??/92)  123.913  (m)          406.54   (f) ADJ UNCH    2 0
 AJ0691
 AJ0691.Superseded values are not recommended for survey control.
 AJ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0691.See file dsdata.txt to determine how the superseded data were derived.
 AJ0691
 AJ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR307934(NAD 83)
 AJ0691_MARKER: DB = BENCH MARK DISK
 AJ0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0691_STAMPING: D 357 1935
 AJ0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0691+STABILITY: SURFACE MOTION
 AJ0691
 AJ0691  HISTORY     - Date     Condition        Report By
 AJ0691  HISTORY     - 1935     MONUMENTED       CGS
 AJ0691  HISTORY     - 1952     GOOD             USGS
 AJ0691
 AJ0691                          STATION DESCRIPTION
 AJ0691
 AJ0691'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AJ0691'9.7 MI NW FROM FREER.
 AJ0691'FREER, DUVAL COUNTY, 3.1 MI. N. OF ALONG STATE HWY. 173.  THENCE 5.1
 AJ0691'MI. NW. FROM ALONG THE OLD STATE HIGHWAY 55.  0.4 MI. NW. OF BRIDGE
 AJ0691'ACROSS YGNACIO CREEK.  97 FT. E. OF CENTER OF RD.  50 FT. S. OF OLD
 AJ0691'HIGHWAY (ABANDONED).  IN CONCRETE POST STANDARD DISK STAMPED D 357
 AJ0691'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0116 ***********************************************************************
 BA0116  DESIGNATION -  D 358
 BA0116  PID         -  BA0116
 BA0116  STATE/COUNTY-  TX/BREWSTER
 BA0116  USGS QUAD   -  SMOKY CREEK (1971)
 BA0116
 BA0116                         *CURRENT SURVEY CONTROL
 BA0116  ___________________________________________________________________
 BA0116* NAD 83(1986)-  29 03 49.     (N)    103 26 34.     (W)     SCALED    
 BA0116* NAVD 88     -       637.206  (meters)    2090.57   (feet)  ADJUSTED  
 BA0116  ___________________________________________________________________
 BA0116  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BA0116  DYNAMIC HT  -         636.172 (meters)    2087.17  (feet)  COMP
 BA0116  MODELED GRAV-     979,000.6   (mgal)                       NAVD 88
 BA0116
 BA0116  VERT ORDER  -  FIRST     CLASS II
 BA0116
 BA0116.The horizontal coordinates were scaled from a topographic map and have
 BA0116.an estimated accuracy of +/- 6 seconds.
 BA0116
 BA0116.The orthometric height was determined by differential leveling
 BA0116.and adjusted by the National Geodetic Survey in June 1991..
 BA0116
 BA0116.The geoid height was determined by GEOID03.
 BA0116
 BA0116.The dynamic height is computed by dividing the NAVD 88
 BA0116.geopotential number by the normal gravity value computed on the
 BA0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0116.degrees latitude (g = 980.6199 gals.).
 BA0116
 BA0116.The modeled gravity was interpolated from observed gravity values.
 BA0116
 BA0116;                    North         East    Units  Estimated Accuracy
 BA0116;SPC TXSC     - 4,144,560.      167,520.      MT  (+/- 180 meters Scaled)
 BA0116
 BA0116                          SUPERSEDED SURVEY CONTROL
 BA0116
 BA0116  NGVD 29 (??/??/92)  636.802  (m)         2089.24   (f) ADJ UNCH    1 2
 BA0116
 BA0116.Superseded values are not recommended for survey control.
 BA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0116.See file dsdata.txt to determine how the superseded data were derived.
 BA0116
 BA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN515160(NAD 83)
 BA0116_MARKER: DB = BENCH MARK DISK
 BA0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0116_STAMPING: D 358 1943
 BA0116_MARK LOGO: CGS   
 BA0116_MAGNETIC: N = NO MAGNETIC MATERIAL
 BA0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0116+STABILITY: SURFACE MOTION
 BA0116
 BA0116  HISTORY     - Date     Condition        Report By
 BA0116  HISTORY     - 1943     MONUMENTED       CGS
 BA0116  HISTORY     - 1958     GOOD             NGS
 BA0116  HISTORY     - 19900318 GOOD             LOCENG
 BA0116
 BA0116                          STATION DESCRIPTION
 BA0116
 BA0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0116'8.75 MI SE FROM CASTOLON.
 BA0116'ABOUT 8.75 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0116'OFFICE AT CASTOLON, 37 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BA0116'41 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A ROCKY CLIFF, 2 FEET
 BA0116'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 BA0116'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BA0116
 BA0116                          STATION RECOVERY (1990)
 BA0116
 BA0116'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (AWS)
 BA0116'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0668 ***********************************************************************
 CD0668  DESIGNATION -  D 359 RESET 1956
 CD0668  PID         -  CD0668
 CD0668  STATE/COUNTY-  TX/HUDSPETH
 CD0668  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0668
 CD0668                         *CURRENT SURVEY CONTROL
 CD0668  ___________________________________________________________________
 CD0668* NAD 83(1986)-  31 49 47.     (N)    105 56 56.     (W)     SCALED    
 CD0668* NAVD 88     -      1570.691  (meters)    5153.18   (feet)  ADJUSTED  
 CD0668  ___________________________________________________________________
 CD0668  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CD0668  DYNAMIC HT  -        1568.229 (meters)    5145.10  (feet)  COMP
 CD0668  MODELED GRAV-     979,016.3   (mgal)                       NAVD 88
 CD0668
 CD0668  VERT ORDER  -  FIRST     CLASS II
 CD0668
 CD0668.The horizontal coordinates were scaled from a topographic map and have
 CD0668.an estimated accuracy of +/- 6 seconds.
 CD0668
 CD0668.The orthometric height was determined by differential leveling
 CD0668.and adjusted by the National Geodetic Survey in June 1991..
 CD0668
 CD0668.The geoid height was determined by GEOID03.
 CD0668
 CD0668.The dynamic height is computed by dividing the NAVD 88
 CD0668.geopotential number by the normal gravity value computed on the
 CD0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0668.degrees latitude (g = 980.6199 gals.).
 CD0668
 CD0668.The modeled gravity was interpolated from observed gravity values.
 CD0668
 CD0668;                    North         East    Units  Estimated Accuracy
 CD0668;SPC TX C     - 3,253,210.      168,620.      MT  (+/- 180 meters Scaled)
 CD0668
 CD0668                          SUPERSEDED SURVEY CONTROL
 CD0668
 CD0668.No superseded survey control is available for this station.
 CD0668
 CD0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR102219(NAD 83)
 CD0668_MARKER: DB = BENCH MARK DISK
 CD0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0668_STAMPING: D 359 RESET 1956
 CD0668_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0668+STABILITY: SURFACE MOTION
 CD0668
 CD0668  HISTORY     - Date     Condition        Report By
 CD0668  HISTORY     - 1956     MONUMENTED       CGS
 CD0668  HISTORY     - 1958     GOOD             NGS
 CD0668  HISTORY     - 1981     GOOD             NGS
 CD0668
 CD0668                          STATION DESCRIPTION
 CD0668
 CD0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0668'29.3 MI E FROM EL PASO.
 CD0668'ABOUT 29.3 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0668'OF LOOP 16 AT EL PASO, ABOUT 1.6 MILES EAST OF THE HUECO INN, 116 FEET
 CD0668'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.1 MILE EAST OF A TEE-FENCE
 CD0668'AND A BOARD GATE, 0.1 MILE WEST OF 3 36-INCH STEEL CULVERTS, 40 FEET
 CD0668'SOUTH OF A FENCE, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL
 CD0668'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CD0668'INCHES.
 CD0668
 CD0668                          STATION RECOVERY (1981)
 CD0668
 CD0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0668'47.3 KM (29.4 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0668'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0668'0.5 KM (0.3 MI) EAST OF A POWER LINE CROSSING, 0.2 KM (0.1 MI)
 CD0668'OF THREE 36-INCH PIPE CULVERTS, 91.4 METERS (300.0 FT) EAST-SOUTHEAST
 CD0668'OF THE CENTER OF A FIELD ROAD LEADING SOUTH, 72.2 METERS (237.0 FT)
 CD0668'SOUTHEAST OF A FENCE CORNER AND 35.4 METERS (116.0 FT) SOUTH-SOUTHEAST
 CD0668'OF THE CENTERLINE OF THE HIGHWAY.
 CD0668'THE MARK IS 12.2 METERS  SSE FROM  A WITNESS POST AND FENCE
 CD0668'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0765 ***********************************************************************
 AY0765  DESIGNATION -  D 36
 AY0765  PID         -  AY0765
 AY0765  STATE/COUNTY-  TX/BEXAR
 AY0765  USGS QUAD   -  TERRELL WELLS (1992)
 AY0765
 AY0765                         *CURRENT SURVEY CONTROL
 AY0765  ___________________________________________________________________
 AY0765* NAD 83(1986)-  29 20 26.     (N)    098 35 17.     (W)     SCALED    
 AY0765* NAVD 88     -       191.860  (meters)     629.46   (feet)  ADJUSTED  
 AY0765  ___________________________________________________________________
 AY0765  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AY0765  DYNAMIC HT  -         191.583 (meters)     628.55  (feet)  COMP
 AY0765  MODELED GRAV-     979,192.7   (mgal)                       NAVD 88
 AY0765
 AY0765  VERT ORDER  -  FIRST     CLASS II
 AY0765
 AY0765.The horizontal coordinates were scaled from a topographic map and have
 AY0765.an estimated accuracy of +/- 6 seconds.
 AY0765
 AY0765.The orthometric height was determined by differential leveling
 AY0765.and adjusted by the National Geodetic Survey in June 1991..
 AY0765
 AY0765.The geoid height was determined by GEOID03.
 AY0765
 AY0765.The dynamic height is computed by dividing the NAVD 88
 AY0765.geopotential number by the normal gravity value computed on the
 AY0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0765.degrees latitude (g = 980.6199 gals.).
 AY0765
 AY0765.The modeled gravity was interpolated from observed gravity values.
 AY0765
 AY0765;                    North         East    Units  Estimated Accuracy
 AY0765;SPC TXSC     - 4,167,110.      640,000.      MT  (+/- 180 meters Scaled)
 AY0765
 AY0765                          SUPERSEDED SURVEY CONTROL
 AY0765
 AY0765  NGVD 29 (??/??/92)  191.760  (m)          629.13   (f) ADJ UNCH    1 2
 AY0765
 AY0765.Superseded values are not recommended for survey control.
 AY0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0765.See file dsdata.txt to determine how the superseded data were derived.
 AY0765
 AY0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT399457(NAD 83)
 AY0765_MARKER: P = PIPE CAP
 AY0765_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0765_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0765_STAMPING: D 36 628.58 SA 107 613.6
 AY0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0765
 AY0765  HISTORY     - Date     Condition        Report By
 AY0765  HISTORY     - UNK      MONUMENTED       USGS
 AY0765  HISTORY     - 1946     POOR             NGS
 AY0765  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0765
 AY0765                          STATION DESCRIPTION
 AY0765
 AY0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0765'0.8 MI SW FROM WITHERS.
 AY0765'0.8 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0765'STATION SHACK AT WITHERS, 35.1 FEET NORTHWEST OF THE NORTHWEST RAIL
 AY0765'MEASURED FROM A POINT 352.0 FEET SOUTHWEST OF BENCH MARK E 36 AND THE
 AY0765'SOUTHWEST ABUTMENT OF BRIDGE NO. 219.50, 97.5 FEET SOUTHWEST OF THE
 AY0765'CENTER OF THE CONCRETE WALKWAY LEADING FROM THE RAILWAY TO THE
 AY0765'LOCATION OF A FORMER SECTION HOUSE, 16.6 FEET SOUTHEAST OF
 AY0765'RIGHT-OF-WAY FENCE LINE MEASURED FROM A POINT 3.0 FEET SOUTHWEST OF
 AY0765'OLD CORNER IN FENCE FOR ABANDONED FENCE LINE AROUND A DESTROYED
 AY0765'SECTION HOUSE, 28.2 FEET NORTH OF THE SECOND TELEGRAPH POLE NORTHEAST
 AY0765'OF POINT WHERE TELEGRAPH LINE MAKES TURN, A BRONZE CAP RIVETED ON THE
 AY0765'TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE
 AY0765'GROUND.  NOTE-- ROD WAS HELD ON THE HIGH POINT OF CAP NEAR THE FIRST O
 AY0765'IN GEOLOGICAL.  NOTE-- MARK WAS FOUND LEANING SLIGHTLY AND IT IS
 AY0765'LOCATED IN A VERY MARSHY LOCATION. HOWEVER THE PIPE IS TIGHT IN THE
 AY0765'GROUND.
 AY0765
 AY0765                          STATION RECOVERY (1999)
 AY0765
 AY0765'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0329 ***********************************************************************
 CD0329  DESIGNATION -  D 360
 CD0329  PID         -  CD0329
 CD0329  STATE/COUNTY-  TX/CULBERSON
 CD0329  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0329
 CD0329                         *CURRENT SURVEY CONTROL
 CD0329  ___________________________________________________________________
 CD0329* NAD 83(1986)-  31 57 58.     (N)    104 39 12.     (W)     SCALED    
 CD0329* NAVD 88     -      1382.881  (meters)    4537.00   (feet)  ADJUSTED  
 CD0329  ___________________________________________________________________
 CD0329  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CD0329  DYNAMIC HT  -        1380.757 (meters)    4530.03  (feet)  COMP
 CD0329  MODELED GRAV-     979,055.2   (mgal)                       NAVD 88
 CD0329
 CD0329  VERT ORDER  -  FIRST     CLASS I
 CD0329
 CD0329.The horizontal coordinates were scaled from a topographic map and have
 CD0329.an estimated accuracy of +/- 6 seconds.
 CD0329
 CD0329.The orthometric height was determined by differential leveling
 CD0329.and adjusted by the National Geodetic Survey in June 1991..
 CD0329
 CD0329.The geoid height was determined by GEOID03.
 CD0329
 CD0329.The dynamic height is computed by dividing the NAVD 88
 CD0329.geopotential number by the normal gravity value computed on the
 CD0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0329.degrees latitude (g = 980.6199 gals.).
 CD0329
 CD0329.The modeled gravity was interpolated from observed gravity values.
 CD0329
 CD0329;                    North         East    Units  Estimated Accuracy
 CD0329;SPC TX C     - 3,262,850.      291,730.      MT  (+/- 180 meters Scaled)
 CD0329
 CD0329                          SUPERSEDED SURVEY CONTROL
 CD0329
 CD0329  NGVD 29 (??/??/92) 1382.291  (m)         4535.07   (f) ADJ UNCH    1 1
 CD0329
 CD0329.Superseded values are not recommended for survey control.
 CD0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0329.See file dsdata.txt to determine how the superseded data were derived.
 CD0329
 CD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER327367(NAD 83)
 CD0329_MARKER: DB = BENCH MARK DISK
 CD0329_SETTING: 66 = SET IN ROCK OUTCROP
 CD0329_SP_SET: OUTCROP
 CD0329_STAMPING: D 360 1943
 CD0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0329+STABILITY: POSITION/ELEVATION WELL
 CD0329
 CD0329  HISTORY     - Date     Condition        Report By
 CD0329  HISTORY     - 1943     MONUMENTED       CGS
 CD0329  HISTORY     - 1973     GOOD             USGS
 CD0329  HISTORY     - 1977     GOOD             NGS
 CD0329
 CD0329                          STATION DESCRIPTION
 CD0329
 CD0329'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0329'7.5 MI SW FROM TEX.-N.M. STATE LINE.
 CD0329'IN CULBERSON COUNTY, 7.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 180 AND 62
 CD0329'FROM THE TEXAS-NEW MEXICO STATE LINE, 1.0 MILE WEST OF A WINDMILL ON
 CD0329'THE NORTH SIDE OF THE ROAD, 49 FEET NORTH OF THE CENTERLINE OF THE
 CD0329'HIGHWAY, 12 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, IN THE TOP OF
 CD0329'A LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED D 360 1943.
 CD0329
 CD0329                          STATION RECOVERY (1977)
 CD0329
 CD0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0329'11.25 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0329'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 7.55 MILES
 CD0329'SOUTHWEST OF THE TEXAS-NEW MEXICO STATE LINE, 49 FT. NORTHWEST
 CD0329'OF THE CENTER LINE OF THE HIGHWAY, 161 FT. NORTHEAST OF A CONCRETE
 CD0329'RIGHT-OF-WAY MARKER, 12 FT. SOUTHEAST OF A FENCE LINE,
 CD0329'SET IN TOP OF A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1054 ***********************************************************************
 FL1054  DESIGNATION -  D 361
 FL1054  PID         -  FL1054
 FL1054  STATE/COUNTY-  TX/CARSON
 FL1054  USGS QUAD   -  WASHBURN (1973)
 FL1054
 FL1054                         *CURRENT SURVEY CONTROL
 FL1054  ___________________________________________________________________
 FL1054* NAD 83(1986)-  35 12 41.     (N)    101 33 32.     (W)     SCALED    
 FL1054* NAVD 88     -      1075.577  (meters)    3528.79   (feet)  ADJUSTED  
 FL1054  ___________________________________________________________________
 FL1054  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1054  DYNAMIC HT  -        1074.297 (meters)    3524.59  (feet)  COMP
 FL1054  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 FL1054
 FL1054  VERT ORDER  -  FIRST     CLASS II
 FL1054
 FL1054.The horizontal coordinates were scaled from a topographic map and have
 FL1054.an estimated accuracy of +/- 6 seconds.
 FL1054
 FL1054.The orthometric height was determined by differential leveling
 FL1054.and adjusted by the National Geodetic Survey in June 1991..
 FL1054.WARNING-Repeat measurements at this control monument indicate possible
 FL1054.vertical movement.
 FL1054
 FL1054.The geoid height was determined by GEOID03.
 FL1054
 FL1054.The dynamic height is computed by dividing the NAVD 88
 FL1054.geopotential number by the normal gravity value computed on the
 FL1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1054.degrees latitude (g = 980.6199 gals.).
 FL1054
 FL1054.The modeled gravity was interpolated from observed gravity values.
 FL1054
 FL1054;                    North         East    Units  Estimated Accuracy
 FL1054;SPC TX N     - 1,134,390.      194,640.      MT  (+/- 180 meters Scaled)
 FL1054
 FL1054                          SUPERSEDED SURVEY CONTROL
 FL1054
 FL1054  NGVD 29 (??/??/92) 1075.068  (m)         3527.12   (f) ADJ UNCH    1 2
 FL1054
 FL1054.Superseded values are not recommended for survey control.
 FL1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1054.See file dsdata.txt to determine how the superseded data were derived.
 FL1054
 FL1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD670994(NAD 83)
 FL1054_MARKER: DB = BENCH MARK DISK
 FL1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1054_SP_SET: CONCRETE POST
 FL1054_STAMPING: D 361 1943
 FL1054_MARK LOGO: CGS   
 FL1054_PROJECTION: FLUSH
 FL1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1054+STABILITY: SURFACE MOTION
 FL1054
 FL1054  HISTORY     - Date     Condition        Report By
 FL1054  HISTORY     - 1943     MONUMENTED       CGS
 FL1054  HISTORY     - 1984     GOOD             NGS
 FL1054
 FL1054                          STATION DESCRIPTION
 FL1054
 FL1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1054'1.3 MI W FROM YARNALL.
 FL1054'1.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL1054'FROM THE STATION AT YARNALL, CARSON COUNTY, 13.5 FEET WEST OF MILEPOST
 FL1054'745, 3-1/4 POLES EAST OF A DIRT-ROAD CROSSING, 41.8 FEET NORTH OF THE
 FL1054'NORTH RAIL, IN LINE WITH A ROW OF POLES, AND 2.5 FEET EAST OF A WHITE
 FL1054'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 361 1943 AND SET IN
 FL1054'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 FL1054
 FL1054                          STATION RECOVERY (1984)
 FL1054
 FL1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1054'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.5 KM
 FL1054'(13.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION
 FL1054'WITH INTERSTATE HIGHWAY 27 IN AMARILLO, THENCE 4.7 KM (2.9 MI)
 FL1054'EASTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 91.5 M
 FL1054'(300.3 FT) EAST OF THE CENTER OF A NORTH-SOUTH ROAD, AND 12.8 M (42.0
 FL1054'FT) NORTH OF THE NEAR RAIL.
 FL1054'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 FL1054'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0478 ***********************************************************************
 EN0478  DESIGNATION -  D 362
 EN0478  PID         -  EN0478
 EN0478  STATE/COUNTY-  TX/ARMSTRONG
 EN0478  USGS QUAD   -  PONY FLATS (1984)
 EN0478
 EN0478                         *CURRENT SURVEY CONTROL
 EN0478  ___________________________________________________________________
 EN0478* NAD 83(1986)-  34 53 35.     (N)    101 36 10.     (W)     SCALED    
 EN0478* NAVD 88     -       818.319  (meters)    2684.77   (feet)  ADJUSTED  
 EN0478  ___________________________________________________________________
 EN0478  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 EN0478  DYNAMIC HT  -         817.332 (meters)    2681.53  (feet)  COMP
 EN0478  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 EN0478
 EN0478  VERT ORDER  -  SECOND    CLASS 0
 EN0478
 EN0478.The horizontal coordinates were scaled from a topographic map and have
 EN0478.an estimated accuracy of +/- 6 seconds.
 EN0478
 EN0478.The orthometric height was determined by differential leveling
 EN0478.and adjusted by the National Geodetic Survey in June 1991..
 EN0478
 EN0478.The geoid height was determined by GEOID03.
 EN0478
 EN0478.The dynamic height is computed by dividing the NAVD 88
 EN0478.geopotential number by the normal gravity value computed on the
 EN0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0478.degrees latitude (g = 980.6199 gals.).
 EN0478
 EN0478.The modeled gravity was interpolated from observed gravity values.
 EN0478
 EN0478;                    North         East    Units  Estimated Accuracy
 EN0478;SPC TX N     - 1,099,080.      190,610.      MT  (+/- 180 meters Scaled)
 EN0478
 EN0478                          SUPERSEDED SURVEY CONTROL
 EN0478
 EN0478  NGVD 29 (??/??/92)  817.858  (m)         2683.26   (f) ADJ UNCH    2 0
 EN0478
 EN0478.Superseded values are not recommended for survey control.
 EN0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0478.See file dsdata.txt to determine how the superseded data were derived.
 EN0478
 EN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD621642(NAD 83)
 EN0478_MARKER: DB = BENCH MARK DISK
 EN0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0478_SP_SET: TREE
 EN0478_STAMPING: D 362 1943
 EN0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0478
 EN0478  HISTORY     - Date     Condition        Report By
 EN0478  HISTORY     - 1943     MONUMENTED       CGS
 EN0478  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0478
 EN0478                          STATION DESCRIPTION
 EN0478
 EN0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0478'24.1 MI SE FROM CANYON.
 EN0478'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0478'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 4.1 MILES EAST AND
 EN0478'SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  ACROSS THE
 EN0478'WAGON ROAD FROM BENCH MARK C 362 DESCRIBED ABOVE, 70 FEET SOUTHEAST OF
 EN0478'THE WAGON ROAD, IN THE WEST SIDE OF THE TRUNK OF A 14-INCH COTTONWOOD
 EN0478'TREE, 24 FEET EAST OF A SMALL GRAPEVINE-COVERED COTTONWOOD TREE, AND
 EN0478'ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED D 362 1943
 EN0478'AND SET VERTICALLY.
 EN0478
 EN0478                          STATION RECOVERY (1980)
 EN0478
 EN0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0854 ***********************************************************************
 FL0854  DESIGNATION -  D 363
 FL0854  PID         -  FL0854
 FL0854  STATE/COUNTY-  TX/DONLEY
 FL0854  USGS QUAD   -  GROOM (1983)
 FL0854
 FL0854                         *CURRENT SURVEY CONTROL
 FL0854  ___________________________________________________________________
 FL0854* NAD 83(1986)-  35 10 56.     (N)    101 00 05.     (W)     SCALED    
 FL0854* NAVD 88     -       971.930  (meters)    3188.74   (feet)  ADJUSTED  
 FL0854  ___________________________________________________________________
 FL0854  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0854  DYNAMIC HT  -         970.811 (meters)    3185.07  (feet)  COMP
 FL0854  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 FL0854
 FL0854  VERT ORDER  -  FIRST     CLASS II
 FL0854
 FL0854.The horizontal coordinates were scaled from a topographic map and have
 FL0854.an estimated accuracy of +/- 6 seconds.
 FL0854
 FL0854.The orthometric height was determined by differential leveling
 FL0854.and adjusted by the National Geodetic Survey in June 1991..
 FL0854
 FL0854.The geoid height was determined by GEOID03.
 FL0854
 FL0854.The dynamic height is computed by dividing the NAVD 88
 FL0854.geopotential number by the normal gravity value computed on the
 FL0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0854.degrees latitude (g = 980.6199 gals.).
 FL0854
 FL0854.The modeled gravity was interpolated from observed gravity values.
 FL0854
 FL0854;                    North         East    Units  Estimated Accuracy
 FL0854;SPC TX N     - 1,131,270.      245,410.      MT  (+/- 180 meters Scaled)
 FL0854
 FL0854                          SUPERSEDED SURVEY CONTROL
 FL0854
 FL0854  NGVD 29 (??/??/92)  971.496  (m)         3187.32   (f) ADJ UNCH    1 2
 FL0854
 FL0854.Superseded values are not recommended for survey control.
 FL0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0854.See file dsdata.txt to determine how the superseded data were derived.
 FL0854
 FL0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD177950(NAD 83)
 FL0854_MARKER: DB = BENCH MARK DISK
 FL0854_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FL0854_SP_SET: HEADWALL
 FL0854_STAMPING: D 363 1943
 FL0854_MARK LOGO: CGS   
 FL0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0854+STABILITY: SURFACE MOTION
 FL0854
 FL0854  HISTORY     - Date     Condition        Report By
 FL0854  HISTORY     - 1943     MONUMENTED       CGS
 FL0854  HISTORY     - 1984     GOOD             NGS
 FL0854
 FL0854                          STATION DESCRIPTION
 FL0854
 FL0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0854'5.3 MI W FROM JERICHO.
 FL0854'IN DONLEY COUNTY, 5.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 FL0854'PACIFIC RAILROAD FROM THE STATION AT JERICHO, DONLEY COUNTY, 0.7 MILE
 FL0854'EAST OF BOYDSTON, GRAY COUNTY, 8-1/2 POLES WEST OF MILEPOST 713, AT A
 FL0854'LARGE CONCRETE CULVERT IN THE MIDDLE OF A HIGHWAY FILL, IN THE TOP OF
 FL0854'THE EAST END OF THE NORTH HEADWALL, 40 FEET NORTH OF THE TRACK, 80
 FL0854'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 66 PARALLELING THE TRACK,
 FL0854'AND ABOUT 25 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D
 FL0854'363 1943.
 FL0854
 FL0854                          STATION RECOVERY (1984)
 FL0854
 FL0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0854'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0854'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0854'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 8.6 KM (5.35 MI)
 FL0854'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PICIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0225 ***********************************************************************
 CV0225  DESIGNATION -  D 364
 CV0225  PID         -  CV0225
 CV0225  STATE/COUNTY-  TX/GAINES
 CV0225  USGS QUAD   -  SEAGRAVES NW (1970)
 CV0225
 CV0225                         *CURRENT SURVEY CONTROL
 CV0225  ___________________________________________________________________
 CV0225* NAD 83(1986)-  32 56 39.     (N)    102 37 56.     (W)     SCALED    
 CV0225* NAVD 88     -      1043.984  (meters)    3425.14   (feet)  ADJUSTED  
 CV0225  ___________________________________________________________________
 CV0225  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 CV0225  DYNAMIC HT  -        1042.596 (meters)    3420.58  (feet)  COMP
 CV0225  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 CV0225
 CV0225  VERT ORDER  -  SECOND    CLASS 0
 CV0225
 CV0225.The horizontal coordinates were scaled from a topographic map and have
 CV0225.an estimated accuracy of +/- 6 seconds.
 CV0225
 CV0225.The orthometric height was determined by differential leveling
 CV0225.and adjusted by the National Geodetic Survey in June 1991..
 CV0225
 CV0225.The geoid height was determined by GEOID03.
 CV0225
 CV0225.The dynamic height is computed by dividing the NAVD 88
 CV0225.geopotential number by the normal gravity value computed on the
 CV0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0225.degrees latitude (g = 980.6199 gals.).
 CV0225
 CV0225.The modeled gravity was interpolated from observed gravity values.
 CV0225
 CV0225;                    North         East    Units  Estimated Accuracy
 CV0225;SPC TXNC     - 2,149,260.      213,740.      MT  (+/- 180 meters Scaled)
 CV0225
 CV0225                          SUPERSEDED SURVEY CONTROL
 CV0225
 CV0225  NGVD 29 (??/??/92) 1043.655  (m)         3424.06   (f) ADJ UNCH    2 0
 CV0225
 CV0225.Superseded values are not recommended for survey control.
 CV0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0225.See file dsdata.txt to determine how the superseded data were derived.
 CV0225
 CV0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS213475(NAD 83)
 CV0225_MARKER: DB = BENCH MARK DISK
 CV0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0225_STAMPING: D 364 1943
 CV0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0225+STABILITY: SURFACE MOTION
 CV0225
 CV0225  HISTORY     - Date     Condition        Report By
 CV0225  HISTORY     - 1943     MONUMENTED       CGS
 CV0225  HISTORY     - 1964     GOOD             LOCENG
 CV0225
 CV0225                          STATION DESCRIPTION
 CV0225
 CV0225'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 CV0225'4.4 MI W FROM SEAGRAVES.
 CV0225'4.4 MILES WEST ALONG STATE HIGHWAY 83 FROM THE PANHANDLE AND SANTA FE
 CV0225'RAILWAY STATION AT SEAGRAVES, GAINES COUNTY, AT THE T-JUNCTION OF A
 CV0225'DIM ROAD LEADING NORTH, 52.3 FEET NORTH OF THE CENTER LINE OF THE
 CV0225'HIGHWAY, 11 FEET EAST OF THE CENTER LINE OF THE DIM ROAD, 7 FEET NORTH
 CV0225'OF A POWER POLE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST. A
 CV0225'STANDARD DISK, STAMPED D 364 1943 AND SET IN THE TOP OF A CONCRETE
 CV0225'POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0181 ***********************************************************************
 DQ0181  DESIGNATION -  D 365
 DQ0181  PID         -  DQ0181
 DQ0181  STATE/COUNTY-  TX/YOAKUM
 DQ0181  USGS QUAD   -  INK BASIN (1971)
 DQ0181
 DQ0181                         *CURRENT SURVEY CONTROL
 DQ0181  ___________________________________________________________________
 DQ0181* NAD 83(1986)-  33 07 28.     (N)    102 53 15.     (W)     SCALED    
 DQ0181* NAVD 88     -      1120.329  (meters)    3675.61   (feet)  ADJUSTED  
 DQ0181  ___________________________________________________________________
 DQ0181  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 DQ0181  DYNAMIC HT  -        1118.834 (meters)    3670.71  (feet)  COMP
 DQ0181  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 DQ0181
 DQ0181  VERT ORDER  -  SECOND    CLASS 0
 DQ0181
 DQ0181.The horizontal coordinates were scaled from a topographic map and have
 DQ0181.an estimated accuracy of +/- 6 seconds.
 DQ0181
 DQ0181.The orthometric height was determined by differential leveling
 DQ0181.and adjusted by the National Geodetic Survey in June 1991..
 DQ0181
 DQ0181.The geoid height was determined by GEOID03.
 DQ0181
 DQ0181.The dynamic height is computed by dividing the NAVD 88
 DQ0181.geopotential number by the normal gravity value computed on the
 DQ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0181.degrees latitude (g = 980.6199 gals.).
 DQ0181
 DQ0181.The modeled gravity was interpolated from observed gravity values.
 DQ0181
 DQ0181;                    North         East    Units  Estimated Accuracy
 DQ0181;SPC TXNC     - 2,170,200.      190,720.      MT  (+/- 180 meters Scaled)
 DQ0181
 DQ0181                          SUPERSEDED SURVEY CONTROL
 DQ0181
 DQ0181  NGVD 29 (??/??/92) 1119.92   (m)         3674.3    (f) COMPUTED    2 0
 DQ0181
 DQ0181.Superseded values are not recommended for survey control.
 DQ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0181.See file dsdata.txt to determine how the superseded data were derived.
 DQ0181
 DQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS970670(NAD 83)
 DQ0181_MARKER: DB = BENCH MARK DISK
 DQ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0181_STAMPING: D 365 1943
 DQ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0181+STABILITY: SURFACE MOTION
 DQ0181
 DQ0181  HISTORY     - Date     Condition        Report By
 DQ0181  HISTORY     - 1943     MONUMENTED       CGS
 DQ0181  HISTORY     - 1953     MARK NOT FOUND   TXHD
 DQ0181
 DQ0181                          STATION DESCRIPTION
 DQ0181
 DQ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0181'7.8 MI SSW FROM PLAINS.
 DQ0181'THIS MARK IS ABOUT 7.8 MILES SOUTH SOUTHWEST OF THE COURT HOUSE AT
 DQ0181'PLAINS, YOAKUM COUNTY, SET AT THE T JUNCTION OF A ROAD RUNNING WEST,
 DQ0181'2.0 FEET EAST OF A FENCE RUNNING PARALLEL WITH THE ROAD, 18.0 FEET
 DQ0181'NORTH OF THE CENTER LINE OF THE ROAD RUNNING WEST, 29.0 FEET WEST OF
 DQ0181'THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 8-INCHES ABOVE THE
 DQ0181'GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
 DQ0181
 DQ0181                          STATION RECOVERY (1953)
 DQ0181
 DQ0181'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1953
 DQ0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0132 ***********************************************************************
 DQ0132  DESIGNATION -  D 366
 DQ0132  PID         -  DQ0132
 DQ0132  STATE/COUNTY-  TX/TERRY
 DQ0132  USGS QUAD   -  NORTH OF TOKIO (1981)
 DQ0132
 DQ0132                         *CURRENT SURVEY CONTROL
 DQ0132  ___________________________________________________________________
 DQ0132* NAD 83(1986)-  33 18 35.     (N)    102 35 39.     (W)     SCALED    
 DQ0132* NAVD 88     -      1087.522  (meters)    3567.98   (feet)  ADJUSTED  
 DQ0132  ___________________________________________________________________
 DQ0132  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 DQ0132  DYNAMIC HT  -        1086.090 (meters)    3563.28  (feet)  COMP
 DQ0132  MODELED GRAV-     979,282.6   (mgal)                       NAVD 88
 DQ0132
 DQ0132  VERT ORDER  -  SECOND    CLASS 0
 DQ0132
 DQ0132.The horizontal coordinates were scaled from a topographic map and have
 DQ0132.an estimated accuracy of +/- 6 seconds.
 DQ0132
 DQ0132.The orthometric height was determined by differential leveling
 DQ0132.and adjusted by the National Geodetic Survey in June 1991..
 DQ0132
 DQ0132.The geoid height was determined by GEOID03.
 DQ0132
 DQ0132.The dynamic height is computed by dividing the NAVD 88
 DQ0132.geopotential number by the normal gravity value computed on the
 DQ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0132.degrees latitude (g = 980.6199 gals.).
 DQ0132
 DQ0132.The modeled gravity was interpolated from observed gravity values.
 DQ0132
 DQ0132;                    North         East    Units  Estimated Accuracy
 DQ0132;SPC TXNC     - 2,189,630.      218,870.      MT  (+/- 180 meters Scaled)
 DQ0132
 DQ0132                          SUPERSEDED SURVEY CONTROL
 DQ0132
 DQ0132  NGVD 29 (??/??/92) 1087.129  (m)         3566.69   (f) ADJ UNCH    2 0
 DQ0132
 DQ0132.Superseded values are not recommended for survey control.
 DQ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0132.See file dsdata.txt to determine how the superseded data were derived.
 DQ0132
 DQ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS239882(NAD 83)
 DQ0132_MARKER: DB = BENCH MARK DISK
 DQ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0132_STAMPING: D-366 1943
 DQ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0132+STABILITY: SURFACE MOTION
 DQ0132
 DQ0132  HISTORY     - Date     Condition        Report By
 DQ0132  HISTORY     - 1943     MONUMENTED       CGS
 DQ0132  HISTORY     - 1969     GOOD             USGS
 DQ0132
 DQ0132                          STATION DESCRIPTION
 DQ0132
 DQ0132'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DQ0132'9.7 MI NW FROM TOKIO.
 DQ0132'TAKE PAVED ROAD NORTH AT POST OFFICE AT TOKIO.  GO 7.2 MILES TO END OF
 DQ0132'PAVED ROAD.  GO THROUGH CATTLEGUARD INTO ALEXANDERS RANCH 0.1 OF A
 DQ0132'MILE TAKE ROAD TO LEFT, WEST AND FOLLOW ROAD WEST NORTH-WEST 0.8 OF A
 DQ0132'MILE TO A WIRE GATE.  THEN CONTINUE 0.8 OF A MILE NORTH-WEST PAST A
 DQ0132'WINDMILL ON THE LEFT TO A FENCE CORNER AND THE NORTH-EAST CORNER OF A
 DQ0132'FIELD.  THEN GO 0.8 OF A MILE NORTH TO THE BM ON THE LEFT.  BM IS
 DQ0132'ALONG OLD COUNTY LINE RD. AT THE SOUTH END OF SOME SAND HILLS, 1400
 DQ0132'FT. S. OF AN E/W FEN. 950 FT. N. OF A X-RD. AND 33 FT. W. OF ABD. RD.
 DQ0132'A STANDARD DISC STAMPED D-366 1943 AND SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0193 ***********************************************************************
 DQ0193  DESIGNATION -  D 367
 DQ0193  PID         -  DQ0193
 DQ0193  STATE/COUNTY-  TX/COCHRAN
 DQ0193  USGS QUAD   -  MORTON (1971)
 DQ0193
 DQ0193                         *CURRENT SURVEY CONTROL
 DQ0193  ___________________________________________________________________
 DQ0193* NAD 83(1986)-  33 37 34.     (N)    102 46 33.     (W)     SCALED    
 DQ0193* NAVD 88     -      1149.877  (meters)    3772.55   (feet)  POSTED    
 DQ0193  ___________________________________________________________________
 DQ0193  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 DQ0193  DYNAMIC HT  -        1148.360 (meters)    3767.58  (feet)  COMP
 DQ0193  MODELED GRAV-     979,280.4   (mgal)                       NAVD 88
 DQ0193
 DQ0193  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DQ0193
 DQ0193.The horizontal coordinates were scaled from a topographic map and have
 DQ0193.an estimated accuracy of +/- 6 seconds.
 DQ0193
 DQ0193.The orthometric height was determined by differential leveling
 DQ0193.and adjusted by the National Geodetic Survey in 1992..
 DQ0193.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DQ0193.rate of 2.1 thru 3.0 mm/km.
 DQ0193
 DQ0193.The geoid height was determined by GEOID03.
 DQ0193
 DQ0193.The dynamic height is computed by dividing the NAVD 88
 DQ0193.geopotential number by the normal gravity value computed on the
 DQ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0193.degrees latitude (g = 980.6199 gals.).
 DQ0193
 DQ0193.The modeled gravity was interpolated from observed gravity values.
 DQ0193
 DQ0193;                    North         East    Units  Estimated Accuracy
 DQ0193;SPC TXNC     - 2,225,360.      203,400.      MT  (+/- 180 meters Scaled)
 DQ0193
 DQ0193                          SUPERSEDED SURVEY CONTROL
 DQ0193
 DQ0193  NGVD 29 (??/??/92) 1149.461  (m)         3771.19   (f) ADJ UNCH    2 0
 DQ0193
 DQ0193.Superseded values are not recommended for survey control.
 DQ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0193.See file dsdata.txt to determine how the superseded data were derived.
 DQ0193
 DQ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT063229(NAD 83)
 DQ0193_MARKER: DB = BENCH MARK DISK
 DQ0193_SETTING: 0 = UNSPECIFIED SETTING
 DQ0193_STAMPING: D 367 1943
 DQ0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0193
 DQ0193  HISTORY     - Date     Condition        Report By
 DQ0193  HISTORY     - 1943     MONUMENTED       CGS
 DQ0193  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0193
 DQ0193                          STATION DESCRIPTION
 DQ0193
 DQ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0193'1.7 MI E FROM LEHMAN.
 DQ0193'THIS MARK IS ABOUT 1.7 MI. E. AND 0.3 MI. N. N.E. FROM THE RAILWAY
 DQ0193'STATION AT LEHMAN, COCHRAN COUNTY, 0.15 MI. S. OF A WHITE BUNGALOW, W.
 DQ0193'OF THE ROAD, SET AT THE S.E. CORNER OF A FENCE, 2 FEET S. OF A FENCE
 DQ0193'RUNNING E-W, 6 FEET W. OF THE CORNER FENCE POST, 38 FEET W. OF THE
 DQ0193'CENTERLINE OF THE ROAD, PROJECTING ABOUT 5-INCHES ABOVE THE GROUND, 2
 DQ0193'FEET E. OF A WHITE REFERENCE POST.
 DQ0193
 DQ0193                          STATION RECOVERY (1971)
 DQ0193
 DQ0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0055 ***********************************************************************
 GL0055  DESIGNATION -  D 369
 GL0055  PID         -  GL0055
 GL0055  STATE/COUNTY-  TX/HARTLEY
 GL0055  USGS QUAD   -  DALHART EAST (1973)
 GL0055
 GL0055                         *CURRENT SURVEY CONTROL
 GL0055  ___________________________________________________________________
 GL0055* NAD 83(1986)-  36 02 49.     (N)    102 26 26.     (W)     SCALED    
 GL0055* NAVD 88     -      1207.852  (meters)    3962.76   (feet)  ADJUSTED  
 GL0055  ___________________________________________________________________
 GL0055  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 GL0055  DYNAMIC HT  -        1206.449 (meters)    3958.16  (feet)  COMP
 GL0055  MODELED GRAV-     979,429.5   (mgal)                       NAVD 88
 GL0055
 GL0055  VERT ORDER  -  SECOND    CLASS 0
 GL0055
 GL0055.The horizontal coordinates were scaled from a topographic map and have
 GL0055.an estimated accuracy of +/- 6 seconds.
 GL0055
 GL0055.The orthometric height was determined by differential leveling
 GL0055.and adjusted by the National Geodetic Survey in June 1991..
 GL0055
 GL0055.The geoid height was determined by GEOID03.
 GL0055
 GL0055.The dynamic height is computed by dividing the NAVD 88
 GL0055.geopotential number by the normal gravity value computed on the
 GL0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0055.degrees latitude (g = 980.6199 gals.).
 GL0055
 GL0055.The modeled gravity was interpolated from observed gravity values.
 GL0055
 GL0055;                    North         East    Units  Estimated Accuracy
 GL0055;SPC TX N     - 1,227,490.      115,250.      MT  (+/- 180 meters Scaled)
 GL0055
 GL0055                          SUPERSEDED SURVEY CONTROL
 GL0055
 GL0055.No superseded survey control is available for this station.
 GL0055
 GL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV305921(NAD 83)
 GL0055_MARKER: DB = BENCH MARK DISK
 GL0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0055_STAMPING: D 369 1943
 GL0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0055+STABILITY: SURFACE MOTION
 GL0055
 GL0055  HISTORY     - Date     Condition        Report By
 GL0055  HISTORY     - 1943     MONUMENTED       CGS
 GL0055  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0055
 GL0055                          STATION DESCRIPTION
 GL0055
 GL0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0055'5.7 MI SE FROM DALHART.
 GL0055'5.7 MILES SOUTHEAST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0055'DALHART.  SET BY MILE POST NUMBER 55.  31 FEET SOUTHWEST OF THE
 GL0055'SOUTHWEST RAIL OF THE TRACK, 16.4 FEET NORTHEAST OF THE RIGHT-OF-WAY
 GL0055'FENCE, 6.0 FEET NORTHEAST OF THE MILE POST, 3.0 FEET NORTHEAST OF THE
 GL0055'REFERENCE POST.  NOTE-- THE RAILROAD AND MILEPOSTS HAVE BEEN
 GL0055'DISMANTLED, AND THE AREA IS UNDER CULTIVATION.
 GL0055
 GL0055                          STATION RECOVERY (1973)
 GL0055
 GL0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0091 ***********************************************************************
 GL0091  DESIGNATION -  D 370
 GL0091  PID         -  GL0091
 GL0091  STATE/COUNTY-  TX/DALLAM
 GL0091  USGS QUAD   -  WILCO (1965)
 GL0091
 GL0091                         *CURRENT SURVEY CONTROL
 GL0091  ___________________________________________________________________
 GL0091* NAD 83(1986)-  36 05 42.     (N)    102 22 00.     (W)     SCALED    
 GL0091* NAVD 88     -      1198.851  (meters)    3933.23   (feet)  ADJUSTED  
 GL0091  ___________________________________________________________________
 GL0091  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 GL0091  DYNAMIC HT  -        1197.470 (meters)    3928.70  (feet)  COMP
 GL0091  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 GL0091
 GL0091  VERT ORDER  -  SECOND    CLASS 0
 GL0091
 GL0091.The horizontal coordinates were scaled from a topographic map and have
 GL0091.an estimated accuracy of +/- 6 seconds.
 GL0091
 GL0091.The orthometric height was determined by differential leveling
 GL0091.and adjusted by the National Geodetic Survey in June 1991..
 GL0091
 GL0091.The geoid height was determined by GEOID03.
 GL0091
 GL0091.The dynamic height is computed by dividing the NAVD 88
 GL0091.geopotential number by the normal gravity value computed on the
 GL0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0091.degrees latitude (g = 980.6199 gals.).
 GL0091
 GL0091.The modeled gravity was interpolated from observed gravity values.
 GL0091
 GL0091;                    North         East    Units  Estimated Accuracy
 GL0091;SPC TX N     - 1,232,760.      121,950.      MT  (+/- 180 meters Scaled)
 GL0091
 GL0091                          SUPERSEDED SURVEY CONTROL
 GL0091
 GL0091.No superseded survey control is available for this station.
 GL0091
 GL0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV370976(NAD 83)
 GL0091_MARKER: DB = BENCH MARK DISK
 GL0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0091_STAMPING: D 370 1943
 GL0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0091+STABILITY: SURFACE MOTION
 GL0091
 GL0091  HISTORY     - Date     Condition        Report By
 GL0091  HISTORY     - 1943     MONUMENTED       CGS
 GL0091  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0091
 GL0091                          STATION DESCRIPTION
 GL0091
 GL0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0091'13 MI SW FROM CONLEN.
 GL0091'9.0 MILES SOUTHWEST ALONG U.S. HIGHWAY NUMBER 54, THENCE, 4.0 MILES
 GL0091'SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT CONLEN.  SET IN THE
 GL0091'MIDDLE OF AN S CURVE, AT THE INTERSECTION OF A SIDE ROAD LEADING
 GL0091'SOUTHWEST.  58 FEET SOUTHEAST OF THE CENTERLINE OF THE SIDE ROAD, 43
 GL0091'FEET SOUTHWEST OF THE CENTER-LINE OF THE MAIN ROAD, 26 FEET SOUTHEAST
 GL0091'OF THE NORTH CORNER FENCE POST, 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY
 GL0091'FENCE, 2 FEET NORTHWEST OF THE REFERENCE POST.  NOTE-- GROUND HAS BEEN
 GL0091'CULTIVATED RIGHT UP TO EDGE OF ROAD.
 GL0091
 GL0091                          STATION RECOVERY (1965)
 GL0091
 GL0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1538 ***********************************************************************
 FL1538  DESIGNATION -  D 371
 FL1538  PID         -  FL1538
 FL1538  STATE/COUNTY-  TX/MOORE
 FL1538  USGS QUAD   -  DUMAS NORTH (1965)
 FL1538
 FL1538                         *CURRENT SURVEY CONTROL
 FL1538  ___________________________________________________________________
 FL1538* NAD 83(1986)-  35 57 07.     (N)    101 59 55.     (W)     SCALED    
 FL1538* NAVD 88     -      1110.133  (meters)    3642.16   (feet)  ADJUSTED  
 FL1538  ___________________________________________________________________
 FL1538  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL1538  DYNAMIC HT  -        1108.856 (meters)    3637.97  (feet)  COMP
 FL1538  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 FL1538
 FL1538  VERT ORDER  -  SECOND    CLASS 0
 FL1538
 FL1538.The horizontal coordinates were scaled from a topographic map and have
 FL1538.an estimated accuracy of +/- 6 seconds.
 FL1538
 FL1538.The orthometric height was determined by differential leveling
 FL1538.and adjusted by the National Geodetic Survey in June 1991..
 FL1538
 FL1538.The geoid height was determined by GEOID03.
 FL1538
 FL1538.The dynamic height is computed by dividing the NAVD 88
 FL1538.geopotential number by the normal gravity value computed on the
 FL1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1538.degrees latitude (g = 980.6199 gals.).
 FL1538
 FL1538.The modeled gravity was interpolated from observed gravity values.
 FL1538
 FL1538;                    North         East    Units  Estimated Accuracy
 FL1538;SPC TX N     - 1,216,660.      155,020.      MT  (+/- 180 meters Scaled)
 FL1538
 FL1538                          SUPERSEDED SURVEY CONTROL
 FL1538
 FL1538  NGVD 29 (??/??/92) 1109.59   (m)         3640.4    (f) COMPUTED    2 0
 FL1538
 FL1538.Superseded values are not recommended for survey control.
 FL1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1538.See file dsdata.txt to determine how the superseded data were derived.
 FL1538
 FL1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE295827(NAD 83)
 FL1538_MARKER: DB = BENCH MARK DISK
 FL1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1538_STAMPING: D 371 1943
 FL1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1538+STABILITY: SURFACE MOTION
 FL1538
 FL1538  HISTORY     - Date     Condition        Report By
 FL1538  HISTORY     - 1943     MONUMENTED       CGS
 FL1538
 FL1538                          STATION DESCRIPTION
 FL1538
 FL1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1538'7.2 MI NW FROM DUMAS.
 FL1538'5.5 MILES NORTH ALONG U.S. HIGHWAY NUMBER 287, THENCE, 0.7 MILE WEST,
 FL1538'THENCE, 1.0 MILE NORTH ALONG GRADED ROADS FROM THE COURTHOUSE AT
 FL1538'DUMAS.  SET AT THE SOUTH END OF A LEFT 90 DEGREE ANGLE TURN ON THE
 FL1538'MAIN ROAD, ABOUT 250 SOUTH OF A WHITE RANCH HOUSE, 233.7 FEET WEST OF
 FL1538'THE NORTHWEST CORNER OF A WINDMILL WITH A TALL BLACK WATER-TANK ON THE
 FL1538'SOUTH SIDE, 33.5 FEET EAST OF THE CENTER-LINE OF THE MAIN ROAD, 4 FEET
 FL1538'EAST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET SOUTH OF REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0228 ***********************************************************************
 GL0228  DESIGNATION -  D 372
 GL0228  PID         -  GL0228
 GL0228  STATE/COUNTY-  TX/SHERMAN
 GL0228  USGS QUAD   -  LAUTZ (1965)
 GL0228
 GL0228                         *CURRENT SURVEY CONTROL
 GL0228  ___________________________________________________________________
 GL0228* NAD 83(1986)-  36 07 47.     (N)    102 01 16.     (W)     SCALED    
 GL0228* NAVD 88     -      1096.260  (meters)    3596.65   (feet)  ADJUSTED  
 GL0228  ___________________________________________________________________
 GL0228  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 GL0228  DYNAMIC HT  -        1095.026 (meters)    3592.60  (feet)  COMP
 GL0228  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 GL0228
 GL0228  VERT ORDER  -  SECOND    CLASS 0
 GL0228
 GL0228.The horizontal coordinates were scaled from a topographic map and have
 GL0228.an estimated accuracy of +/- 6 seconds.
 GL0228
 GL0228.The orthometric height was determined by differential leveling
 GL0228.and adjusted by the National Geodetic Survey in June 1991..
 GL0228
 GL0228.The geoid height was determined by GEOID03.
 GL0228
 GL0228.The dynamic height is computed by dividing the NAVD 88
 GL0228.geopotential number by the normal gravity value computed on the
 GL0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0228.degrees latitude (g = 980.6199 gals.).
 GL0228
 GL0228.The modeled gravity was interpolated from observed gravity values.
 GL0228
 GL0228;                    North         East    Units  Estimated Accuracy
 GL0228;SPC TX N     - 1,236,400.      153,090.      MT  (+/- 180 meters Scaled)
 GL0228
 GL0228                          SUPERSEDED SURVEY CONTROL
 GL0228
 GL0228  NGVD 29 (??/??/92) 1095.73   (m)         3594.9    (f) COMPUTED    2 0
 GL0228
 GL0228.Superseded values are not recommended for survey control.
 GL0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0228.See file dsdata.txt to determine how the superseded data were derived.
 GL0228
 GL0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA680024(NAD 83)
 GL0228_MARKER: DB = BENCH MARK DISK
 GL0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0228_STAMPING: D 372 1943
 GL0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0228+STABILITY: SURFACE MOTION
 GL0228
 GL0228  HISTORY     - Date     Condition        Report By
 GL0228  HISTORY     - 1943     MONUMENTED       CGS
 GL0228  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0228
 GL0228                          STATION DESCRIPTION
 GL0228
 GL0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0228'15.0 MI S FROM STRATFORD.
 GL0228'THIS MARK IS ABOUT 15.0 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM
 GL0228'THE STATION AT STRATFORD, SHERMAN COUNTY, 92.0 FEET EAST OF MILEPOST
 GL0228'71, 2.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 55.0 FEET WEST OF
 GL0228'THE CENTER LINE OF U.S. HIGHWAY 287, 46.0 FEET EAST OF THE EAST RAIL,
 GL0228'PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHWEST OF A
 GL0228'WHITE REFERENCE POST.
 GL0228
 GL0228                          STATION RECOVERY (1965)
 GL0228
 GL0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0535 ***********************************************************************
 GK0535  DESIGNATION -  D 374
 GK0535  PID         -  GK0535
 GK0535  STATE/COUNTY-  TX/HANSFORD
 GK0535  USGS QUAD   -  HANNAS DRAW WEST (1974)
 GK0535
 GK0535                         *CURRENT SURVEY CONTROL
 GK0535  ___________________________________________________________________
 GK0535* NAD 83(1986)-  36 13 35.     (N)    101 35 15.     (W)     SCALED    
 GK0535* NAVD 88     -      1018.195  (meters)    3340.53   (feet)  ADJUSTED  
 GK0535  ___________________________________________________________________
 GK0535  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GK0535  DYNAMIC HT  -        1017.076 (meters)    3336.86  (feet)  COMP
 GK0535  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 GK0535
 GK0535  VERT ORDER  -  SECOND    CLASS 0
 GK0535
 GK0535.The horizontal coordinates were scaled from a topographic map and have
 GK0535.an estimated accuracy of +/- 6 seconds.
 GK0535
 GK0535.The orthometric height was determined by differential leveling
 GK0535.and adjusted by the National Geodetic Survey in June 1991..
 GK0535
 GK0535.The geoid height was determined by GEOID03.
 GK0535
 GK0535.The dynamic height is computed by dividing the NAVD 88
 GK0535.geopotential number by the normal gravity value computed on the
 GK0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0535.degrees latitude (g = 980.6199 gals.).
 GK0535
 GK0535.The modeled gravity was interpolated from observed gravity values.
 GK0535
 GK0535;                    North         East    Units  Estimated Accuracy
 GK0535;SPC TX N     - 1,247,000.      192,130.      MT  (+/- 180 meters Scaled)
 GK0535
 GK0535                          SUPERSEDED SURVEY CONTROL
 GK0535
 GK0535  NGVD 29 (??/??/92) 1017.707  (m)         3338.93   (f) ADJ UNCH    2 0
 GK0535
 GK0535.Superseded values are not recommended for survey control.
 GK0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0535.See file dsdata.txt to determine how the superseded data were derived.
 GK0535
 GK0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF674121(NAD 83)
 GK0535_MARKER: DB = BENCH MARK DISK
 GK0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0535_STAMPING: D 374 1943
 GK0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0535+STABILITY: SURFACE MOTION
 GK0535
 GK0535  HISTORY     - Date     Condition        Report By
 GK0535  HISTORY     - 1943     MONUMENTED       CGS
 GK0535  HISTORY     - 1952     GOOD             NGS
 GK0535
 GK0535                          STATION DESCRIPTION
 GK0535
 GK0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0535'13.35 MI SW FROM GRUVER.
 GK0535'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE TOWER AT GRUVER THENCE
 GK0535'10.0 MILES WEST ALONG FARM ROAD 289, THENCE 2.0 MILES SOUTH ALONG A
 GK0535'PRIVATE TRACK ROAD, THENCE 1.0 MILE SOUTH ACROSS A CULTIVATED FIELD,
 GK0535'0.8 MILE SOUTHEAST OF A FARMHOUSE, 33.4 FEET EAST OF A FENCE LEADING
 GK0535'SOUTH, 3.4 FEET SOUTH OF AN EAST AND WEST FENCE, 2 FEET WEST OF A
 GK0535'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 GK0535'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0115 ***********************************************************************
 GL0115  DESIGNATION -  D 375
 GL0115  PID         -  GL0115
 GL0115  STATE/COUNTY-  TX/DALLAM
 GL0115  USGS QUAD   -  CONLEN (1965)
 GL0115
 GL0115                         *CURRENT SURVEY CONTROL
 GL0115  ___________________________________________________________________
 GL0115* NAD 83(1986)-  36 09 14.     (N)    102 12 18.     (W)     SCALED    
 GL0115* NAVD 88     -      1157.988  (meters)    3799.17   (feet)  ADJUSTED  
 GL0115  ___________________________________________________________________
 GL0115  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 GL0115  DYNAMIC HT  -        1156.676 (meters)    3794.86  (feet)  COMP
 GL0115  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 GL0115
 GL0115  VERT ORDER  -  SECOND    CLASS 0
 GL0115
 GL0115.The horizontal coordinates were scaled from a topographic map and have
 GL0115.an estimated accuracy of +/- 6 seconds.
 GL0115
 GL0115.The orthometric height was determined by differential leveling
 GL0115.and adjusted by the National Geodetic Survey in June 1991..
 GL0115
 GL0115.The geoid height was determined by GEOID03.
 GL0115
 GL0115.The dynamic height is computed by dividing the NAVD 88
 GL0115.geopotential number by the normal gravity value computed on the
 GL0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0115.degrees latitude (g = 980.6199 gals.).
 GL0115
 GL0115.The modeled gravity was interpolated from observed gravity values.
 GL0115
 GL0115;                    North         East    Units  Estimated Accuracy
 GL0115;SPC TX N     - 1,239,180.      136,560.      MT  (+/- 180 meters Scaled)
 GL0115
 GL0115                          SUPERSEDED SURVEY CONTROL
 GL0115
 GL0115.No superseded survey control is available for this station.
 GL0115
 GL0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA514046(NAD 83)
 GL0115_MARKER: DB = BENCH MARK DISK
 GL0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0115_STAMPING: D 375 1943
 GL0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0115+STABILITY: SURFACE MOTION
 GL0115
 GL0115  HISTORY     - Date     Condition        Report By
 GL0115  HISTORY     - 1943     MONUMENTED       CGS
 GL0115  HISTORY     - 1952     GOOD             NGS
 GL0115
 GL0115                          STATION DESCRIPTION
 GL0115
 GL0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0115'7.5 MI SE FROM CONLEN.
 GL0115'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0115'HIGHWAY 54 AT CONLEN, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0115'116 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A WINDMILL TOWER, 41 FEET
 GL0115'NORTH OF THE CENTER LINE OF THE ROAD, 6.5 FEET NORTH OF AN EAST AND
 GL0115'WEST FENCE, 2 FEET WEST OF A FENCE LEADING NORTH, SET IN THE TOP OF A
 GL0115'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0154 ***********************************************************************
 GK0154  DESIGNATION -  D 377
 GK0154  PID         -  GK0154
 GK0154  STATE/COUNTY-  TX/OCHILTREE
 GK0154  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK0154
 GK0154                         *CURRENT SURVEY CONTROL
 GK0154  ___________________________________________________________________
 GK0154* NAD 83(1986)-  36 11 14.     (N)    100 48 11.     (W)     SCALED    
 GK0154* NAVD 88     -       892.584  (meters)    2928.42   (feet)  ADJUSTED  
 GK0154  ___________________________________________________________________
 GK0154  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 GK0154  DYNAMIC HT  -         891.636 (meters)    2925.31  (feet)  COMP
 GK0154  MODELED GRAV-     979,539.9   (mgal)                       NAVD 88
 GK0154
 GK0154  VERT ORDER  -  SECOND    CLASS 0
 GK0154
 GK0154.The horizontal coordinates were scaled from a topographic map and have
 GK0154.an estimated accuracy of +/- 6 seconds.
 GK0154
 GK0154.The orthometric height was determined by differential leveling
 GK0154.and adjusted by the National Geodetic Survey in June 1991..
 GK0154
 GK0154.The geoid height was determined by GEOID03.
 GK0154
 GK0154.The dynamic height is computed by dividing the NAVD 88
 GK0154.geopotential number by the normal gravity value computed on the
 GK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0154.degrees latitude (g = 980.6199 gals.).
 GK0154
 GK0154.The modeled gravity was interpolated from observed gravity values.
 GK0154
 GK0154;                    North         East    Units  Estimated Accuracy
 GK0154;SPC TX N     - 1,242,870.      262,690.      MT  (+/- 180 meters Scaled)
 GK0154
 GK0154                          SUPERSEDED SURVEY CONTROL
 GK0154
 GK0154  NGVD 29 (??/??/92)  892.202  (m)         2927.17   (f) ADJ UNCH    2 0
 GK0154
 GK0154.Superseded values are not recommended for survey control.
 GK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0154.See file dsdata.txt to determine how the superseded data were derived.
 GK0154
 GK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF378062(NAD 83)
 GK0154_MARKER: DB = BENCH MARK DISK
 GK0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0154_STAMPING: D 377 1943
 GK0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0154+STABILITY: SURFACE MOTION
 GK0154
 GK0154  HISTORY     - Date     Condition        Report By
 GK0154  HISTORY     - 1943     MONUMENTED       CGS
 GK0154  HISTORY     - 1973     GOOD             USGS
 GK0154
 GK0154                          STATION DESCRIPTION
 GK0154
 GK0154'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GK0154'3.7 MI NE FROM BULER.
 GK0154'JCT. STATE HWY. 70 AND FARM ROAD 759, 1.0 MI. EAST OF ALONG A GRADED
 GK0154'COUNTY ROAD, 52 FT. SOUTH AND 10 FT. EAST OF A T-RD. SOUTH, AT A FENCE
 GK0154'CORNER, FLUSH WITH GROUND, A STANDARD TABLET SET IN THE TOP OF A
 GK0154'CONCRETE POST AND STAMPED D 377 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0261 ***********************************************************************
 FL0261  DESIGNATION -  D 378
 FL0261  PID         -  FL0261
 FL0261  STATE/COUNTY-  TX/WHEELER
 FL0261  USGS QUAD   -  RAMSDELL (1963)
 FL0261
 FL0261                         *CURRENT SURVEY CONTROL
 FL0261  ___________________________________________________________________
 FL0261* NAD 83(1986)-  35 13 09.     (N)    100 25 54.     (W)     SCALED    
 FL0261* NAVD 88     -       801.635  (meters)    2630.03   (feet)  ADJUSTED  
 FL0261  ___________________________________________________________________
 FL0261  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL0261  DYNAMIC HT  -         800.784 (meters)    2627.24  (feet)  COMP
 FL0261  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 FL0261
 FL0261  VERT ORDER  -  SECOND    CLASS 0
 FL0261
 FL0261.The horizontal coordinates were scaled from a topographic map and have
 FL0261.an estimated accuracy of +/- 6 seconds.
 FL0261
 FL0261.The orthometric height was determined by differential leveling
 FL0261.and adjusted by the National Geodetic Survey in June 1991..
 FL0261
 FL0261.The geoid height was determined by GEOID03.
 FL0261
 FL0261.The dynamic height is computed by dividing the NAVD 88
 FL0261.geopotential number by the normal gravity value computed on the
 FL0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0261.degrees latitude (g = 980.6199 gals.).
 FL0261
 FL0261.The modeled gravity was interpolated from observed gravity values.
 FL0261
 FL0261;                    North         East    Units  Estimated Accuracy
 FL0261;SPC TX N     - 1,135,780.      297,260.      MT  (+/- 180 meters Scaled)
 FL0261
 FL0261                          SUPERSEDED SURVEY CONTROL
 FL0261
 FL0261  NGVD 29 (??/??/92)  801.332  (m)         2629.04   (f) ADJ UNCH    2 0
 FL0261
 FL0261.Superseded values are not recommended for survey control.
 FL0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0261.See file dsdata.txt to determine how the superseded data were derived.
 FL0261
 FL0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD697982(NAD 83)
 FL0261_MARKER: DB = BENCH MARK DISK
 FL0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0261_STAMPING: D 378 1943
 FL0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0261+STABILITY: SURFACE MOTION
 FL0261
 FL0261  HISTORY     - Date     Condition        Report By
 FL0261  HISTORY     - 1943     MONUMENTED       CGS
 FL0261  HISTORY     - 1953     GOOD             NGS
 FL0261  HISTORY     - 1963     POOR             USGS
 FL0261
 FL0261                          STATION DESCRIPTION
 FL0261
 FL0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0261'2.55 MI N FROM RAMSDELL.
 FL0261'0.25 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0261'FROM THE STATION SIGN AT RAMSDELL, THENCE 1.3 MILES NORTH ALONG A
 FL0261'GRADED DIRT ROAD, THENCE 0.6 MILE EAST ALONG A GRADED DIRT ROAD,
 FL0261'THENCE 0.4 MILE NORTH ALONG A GRADED DIRT ROAD, 24 FEET EAST OF THE
 FL0261'CENTER LINE OF A ROAD, 220 FEET NORTHEAST OF THE NORTHEAST END OF A
 FL0261'ROW OF TREES 18 FEET NORTH OF THE CENTER OF A WIRE GATE, 2 FEET WEST
 FL0261'OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FL0261'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  NOTE-- MARK
 FL0261'HAS BEEN HIT BY A ROAD GRADER AND IS LEANING.  IT IS GOOD ENOUGH FOR
 FL0261'SUPPLEMENTAL CONTROL.
 FL0261
 FL0261                          STATION RECOVERY (1963)
 FL0261
 FL0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0261'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0222 ***********************************************************************
 FL0222  DESIGNATION -  D 379
 FL0222  PID         -  FL0222
 FL0222  STATE/COUNTY-  TX/WHEELER
 FL0222  USGS QUAD   -  WHEELER SE (1976)
 FL0222
 FL0222                         *CURRENT SURVEY CONTROL
 FL0222  ___________________________________________________________________
 FL0222* NAD 83(1986)-  35 21 16.     (N)    100 21 38.     (W)     SCALED    
 FL0222* NAVD 88     -       717.708  (meters)    2354.68   (feet)  ADJUSTED  
 FL0222  ___________________________________________________________________
 FL0222  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0222  DYNAMIC HT  -         716.955 (meters)    2352.21  (feet)  COMP
 FL0222  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 FL0222
 FL0222  VERT ORDER  -  SECOND    CLASS 0
 FL0222
 FL0222.The horizontal coordinates were scaled from a topographic map and have
 FL0222.an estimated accuracy of +/- 6 seconds.
 FL0222
 FL0222.The orthometric height was determined by differential leveling
 FL0222.and adjusted by the National Geodetic Survey in June 1991..
 FL0222
 FL0222.The geoid height was determined by GEOID03.
 FL0222
 FL0222.The dynamic height is computed by dividing the NAVD 88
 FL0222.geopotential number by the normal gravity value computed on the
 FL0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0222.degrees latitude (g = 980.6199 gals.).
 FL0222
 FL0222.The modeled gravity was interpolated from observed gravity values.
 FL0222
 FL0222;                    North         East    Units  Estimated Accuracy
 FL0222;SPC TX N     - 1,150,850.      303,560.      MT  (+/- 180 meters Scaled)
 FL0222
 FL0222                          SUPERSEDED SURVEY CONTROL
 FL0222
 FL0222  NGVD 29 (??/??/92)  717.383  (m)         2353.61   (f) ADJ UNCH    2 0
 FL0222
 FL0222.Superseded values are not recommended for survey control.
 FL0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0222.See file dsdata.txt to determine how the superseded data were derived.
 FL0222
 FL0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE763132(NAD 83)
 FL0222_MARKER: DB = BENCH MARK DISK
 FL0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0222_STAMPING: D 379 1943
 FL0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0222+STABILITY: SURFACE MOTION
 FL0222
 FL0222  HISTORY     - Date     Condition        Report By
 FL0222  HISTORY     - 1943     MONUMENTED       CGS
 FL0222
 FL0222                          STATION DESCRIPTION
 FL0222
 FL0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0222'1.3 MI E FROM MAGIC CITY.
 FL0222'THIS MARK IS ABOUT 1.3 MILES EAST ALONG THE FORT WORTH AND DENVER CITY
 FL0222'RAILWAY FROM THE STATION AT MAGIC CITY, WHEELER COUNTY, SET AT AN
 FL0222'ABANDON ROAD CROSSING, ABOUT 6 POWER POLES EAST OF MILEPOST 291, 19.0
 FL0222'FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 9.0 FEET SOUTH OF THE
 FL0222'SOUTH RAIL, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0 FEET NORTH
 FL0222'OF A WHITE REFERENCE POST.  STAMPED D 379 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0265 ***********************************************************************
 AO0265  DESIGNATION -  D 38
 AO0265  PID         -  AO0265
 AO0265  STATE/COUNTY-  TX/LA SALLE
 AO0265  USGS QUAD   -  COTULLA (1974)
 AO0265
 AO0265                         *CURRENT SURVEY CONTROL
 AO0265  ___________________________________________________________________
 AO0265* NAD 83(1986)-  28 25 34.     (N)    099 14 09.     (W)     SCALED    
 AO0265* NAVD 88     -       125.957  (meters)     413.24   (feet)  POSTED    
 AO0265  ___________________________________________________________________
 AO0265  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AO0265  DYNAMIC HT  -         125.770 (meters)     412.63  (feet)  COMP
 AO0265  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 AO0265
 AO0265  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AO0265
 AO0265.The horizontal coordinates were scaled from a topographic map and have
 AO0265.an estimated accuracy of +/- 6 seconds.
 AO0265
 AO0265.The orthometric height was determined by differential leveling
 AO0265.and adjusted by the National Geodetic Survey in 1992..
 AO0265.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AO0265.rate of 2.1 thru 3.0 mm/km.
 AO0265
 AO0265.The geoid height was determined by GEOID03.
 AO0265
 AO0265.The dynamic height is computed by dividing the NAVD 88
 AO0265.geopotential number by the normal gravity value computed on the
 AO0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0265.degrees latitude (g = 980.6199 gals.).
 AO0265
 AO0265.The modeled gravity was interpolated from observed gravity values.
 AO0265
 AO0265;                    North         East    Units  Estimated Accuracy
 AO0265;SPC TXSC     - 4,065,720.      576,900.      MT  (+/- 180 meters Scaled)
 AO0265
 AO0265                          SUPERSEDED SURVEY CONTROL
 AO0265
 AO0265  NGVD 29 (??/??/92)  125.83   (m)          412.8    (f) COMPUTED    1 2
 AO0265
 AO0265.Superseded values are not recommended for survey control.
 AO0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0265.See file dsdata.txt to determine how the superseded data were derived.
 AO0265
 AO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS769444(NAD 83)
 AO0265_MARKER: Z = SEE DESCRIPTION
 AO0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0265_SP_SET: STONE POST
 AO0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0265+STABILITY: SURFACE MOTION
 AO0265
 AO0265  HISTORY     - Date     Condition        Report By
 AO0265  HISTORY     - UNK      MONUMENTED       CGS
 AO0265  HISTORY     - 1956     MARK NOT FOUND   NGS
 AO0265  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AO0265
 AO0265                          STATION DESCRIPTION
 AO0265
 AO0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0265'0.8 MI S FROM COTULLA.
 AO0265'0.8 MILE SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AO0265'COTULLA, LA SALLE COUNTY, 2 POLES NORTH OF MILEPOST 346, AND 40 FEET
 AO0265'EAST OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE, FLANKED BY THE
 AO0265'LETTERS USBM IN THE TOP OF A STONE POST.
 AO0265
 AO0265                          STATION RECOVERY (1997)
 AO0265
 AO0265'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0408 ***********************************************************************
 FL0408  DESIGNATION -  D 380
 FL0408  PID         -  FL0408
 FL0408  STATE/COUNTY-  TX/GRAY
 FL0408  USGS QUAD   -  POND CREEK NW (1962)
 FL0408
 FL0408                         *CURRENT SURVEY CONTROL
 FL0408  ___________________________________________________________________
 FL0408* NAD 83(1986)-  35 23 27.     (N)    100 41 15.     (W)     SCALED    
 FL0408* NAVD 88     -       843.949  (meters)    2768.86   (feet)  ADJUSTED  
 FL0408  ___________________________________________________________________
 FL0408  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FL0408  DYNAMIC HT  -         843.054 (meters)    2765.92  (feet)  COMP
 FL0408  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 FL0408
 FL0408  VERT ORDER  -  SECOND    CLASS 0
 FL0408
 FL0408.The horizontal coordinates were scaled from a topographic map and have
 FL0408.an estimated accuracy of +/- 6 seconds.
 FL0408
 FL0408.The orthometric height was determined by differential leveling
 FL0408.and adjusted by the National Geodetic Survey in June 1991..
 FL0408
 FL0408.The geoid height was determined by GEOID03.
 FL0408
 FL0408.The dynamic height is computed by dividing the NAVD 88
 FL0408.geopotential number by the normal gravity value computed on the
 FL0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0408.degrees latitude (g = 980.6199 gals.).
 FL0408
 FL0408.The modeled gravity was interpolated from observed gravity values.
 FL0408
 FL0408;                    North         East    Units  Estimated Accuracy
 FL0408;SPC TX N     - 1,154,600.      273,810.      MT  (+/- 180 meters Scaled)
 FL0408
 FL0408                          SUPERSEDED SURVEY CONTROL
 FL0408
 FL0408  NGVD 29 (??/??/92)  843.610  (m)         2767.74   (f) ADJ UNCH    2 0
 FL0408
 FL0408.Superseded values are not recommended for survey control.
 FL0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0408.See file dsdata.txt to determine how the superseded data were derived.
 FL0408
 FL0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE467176(NAD 83)
 FL0408_MARKER: DB = BENCH MARK DISK
 FL0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0408_STAMPING: D 380 1943
 FL0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0408+STABILITY: SURFACE MOTION
 FL0408
 FL0408  HISTORY     - Date     Condition        Report By
 FL0408  HISTORY     - 1943     MONUMENTED       CGS
 FL0408
 FL0408                          STATION DESCRIPTION
 FL0408
 FL0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0408'7.8 MI SE FROM LEFORS.
 FL0408'7.8 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER RAILWAY FROM THE
 FL0408'STATION AT LEFORS, THENCE 1.0 MILE SOUTH ALONG AN OIL-FIELD ROAD. 1.2
 FL0408'MILES NORTH OF STATE HIGHWAY 273.  AT A Y-JUNCTION, 21 FEET NORTHWEST
 FL0408'OF THE CENTERLINE OF THE ROAD, 14 FEET SOUTH OF THE SOUTH SIDE OF A
 FL0408'WOODEN WATER TANK, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST. A
 FL0408'STANDARD DISK, STAMPED D 380 1943 AND SET IN THE TOP OF A CONCRETE
 FL0408'POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0437 ***********************************************************************
 FM0437  DESIGNATION -  D 381
 FM0437  PID         -  FM0437
 FM0437  STATE/COUNTY-  TX/HARTLEY
 FM0437  USGS QUAD   -  PROCTOR RANCH (1971)
 FM0437
 FM0437                         *CURRENT SURVEY CONTROL
 FM0437  ___________________________________________________________________
 FM0437* NAD 83(1986)-  35 39 47.     (N)    102 32 46.     (W)     SCALED    
 FM0437* NAVD 88     -      1125.245  (meters)    3691.74   (feet)  ADJUSTED  
 FM0437  ___________________________________________________________________
 FM0437  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 FM0437  DYNAMIC HT  -        1123.923 (meters)    3687.40  (feet)  COMP
 FM0437  MODELED GRAV-     979,419.8   (mgal)                       NAVD 88
 FM0437
 FM0437  VERT ORDER  -  SECOND    CLASS 0
 FM0437
 FM0437.The horizontal coordinates were scaled from a topographic map and have
 FM0437.an estimated accuracy of +/- 6 seconds.
 FM0437
 FM0437.The orthometric height was determined by differential leveling
 FM0437.and adjusted by the National Geodetic Survey in June 1991..
 FM0437
 FM0437.The geoid height was determined by GEOID03.
 FM0437
 FM0437.The dynamic height is computed by dividing the NAVD 88
 FM0437.geopotential number by the normal gravity value computed on the
 FM0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0437.degrees latitude (g = 980.6199 gals.).
 FM0437
 FM0437.The modeled gravity was interpolated from observed gravity values.
 FM0437
 FM0437;                    North         East    Units  Estimated Accuracy
 FM0437;SPC TX N     - 1,185,000.      105,290.      MT  (+/- 180 meters Scaled)
 FM0437
 FM0437                          SUPERSEDED SURVEY CONTROL
 FM0437
 FM0437  NGVD 29 (??/??/92) 1124.718  (m)         3690.01   (f) ADJ UNCH    2 0
 FM0437
 FM0437.Superseded values are not recommended for survey control.
 FM0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0437.See file dsdata.txt to determine how the superseded data were derived.
 FM0437
 FM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV221493(NAD 83)
 FM0437_MARKER: DB = BENCH MARK DISK
 FM0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0437_STAMPING: D 381 1943
 FM0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0437+STABILITY: SURFACE MOTION
 FM0437
 FM0437  HISTORY     - Date     Condition        Report By
 FM0437  HISTORY     - 1943     MONUMENTED       CGS
 FM0437  HISTORY     - 1971     GOOD             USGS
 FM0437
 FM0437                          STATION DESCRIPTION
 FM0437
 FM0437'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0437'12.7 MI W FROM CHANNING.
 FM0437'TO REACH THE MARK FROM THE JUNCTION OF US HWY 385, TEXAS HWY 354, AND
 FM0437'TEXAS FARM ROAD 767 IN CHANNING, TEXAS, GO WEST ON FARM ROAD 767 FOR
 FM0437'12.7 MILES ON THE MARK ON THE LEFT.  IT IS ON THE WEST SLOPE OF A HILL
 FM0437'32 FT. NORTH OF THE HIGHWAY CENTERLINE AND 23 FT. SOUTH OF AN E/W
 FM0437'FENCE LINE.  A STANDARD DISK STAMPED K 381 1943 AND SET IN THE TOP OF
 FM0437'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0460 ***********************************************************************
 CT0460  DESIGNATION -  D 383
 CT0460  PID         -  CT0460
 CT0460  STATE/COUNTY-  TX/BROWN
 CT0460  USGS QUAD   -  CROSS CUT (1987)
 CT0460
 CT0460                         *CURRENT SURVEY CONTROL
 CT0460  ___________________________________________________________________
 CT0460* NAD 83(1986)-  32 00 42.     (N)    099 10 17.     (W)     SCALED    
 CT0460* NAVD 88     -       465.421  (meters)    1526.97   (feet)  ADJUSTED  
 CT0460  ___________________________________________________________________
 CT0460  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CT0460  DYNAMIC HT  -         464.814 (meters)    1524.98  (feet)  COMP
 CT0460  MODELED GRAV-     979,321.1   (mgal)                       NAVD 88
 CT0460
 CT0460  VERT ORDER  -  SECOND    CLASS 0
 CT0460
 CT0460.The horizontal coordinates were scaled from a topographic map and have
 CT0460.an estimated accuracy of +/- 6 seconds.
 CT0460
 CT0460.The orthometric height was determined by differential leveling
 CT0460.and adjusted by the National Geodetic Survey in June 1991..
 CT0460
 CT0460.The geoid height was determined by GEOID03.
 CT0460
 CT0460.The dynamic height is computed by dividing the NAVD 88
 CT0460.geopotential number by the normal gravity value computed on the
 CT0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0460.degrees latitude (g = 980.6199 gals.).
 CT0460
 CT0460.The modeled gravity was interpolated from observed gravity values.
 CT0460
 CT0460;                    North         East    Units  Estimated Accuracy
 CT0460;SPC TX C     - 3,260,540.      809,780.      MT  (+/- 180 meters Scaled)
 CT0460
 CT0460                          SUPERSEDED SURVEY CONTROL
 CT0460
 CT0460  NGVD 29 (??/??/92)  465.290  (m)         1526.54   (f) ADJ UNCH    2 0
 CT0460
 CT0460.Superseded values are not recommended for survey control.
 CT0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0460.See file dsdata.txt to determine how the superseded data were derived.
 CT0460
 CT0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA838417(NAD 83)
 CT0460_MARKER: DB = BENCH MARK DISK
 CT0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0460_SP_SET: CULVERT
 CT0460_STAMPING: D 383 1943
 CT0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0460
 CT0460  HISTORY     - Date     Condition        Report By
 CT0460  HISTORY     - 1943     MONUMENTED       CGS
 CT0460
 CT0460                          STATION DESCRIPTION
 CT0460
 CT0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CT0460'4.0 MI NE FROM BURKETT.
 CT0460'0.8 MILE NORTH ALONG STATE HIGHWAY 206 FROM THE POST OFFICE AT
 CT0460'BURKETT, THENCE 3.2 MILES NORTHEAST ALONG A DIRT ROAD, AT A CONCRETE
 CT0460'6- BY 10-FOOT BOX CULVERT.  A DISK, SET IN THE TOP OF THE EAST END OF
 CT0460'THE NORTH HEAD WALL, AND 9 1/2 FEET NORTH OF THE CENTER LINE OF THE
 CT0460'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2220 ***********************************************************************
 CS2220  DESIGNATION -  D 384
 CS2220  PID         -  CS2220
 CS2220  STATE/COUNTY-  TX/BOSQUE
 CS2220  USGS QUAD   -  BRAZOS POINT (1979)
 CS2220
 CS2220                         *CURRENT SURVEY CONTROL
 CS2220  ___________________________________________________________________
 CS2220* NAD 83(1986)-  32 10 17.     (N)    097 36 13.     (W)     SCALED    
 CS2220* NAVD 88     -       212.035  (meters)     695.65   (feet)  ADJUSTED  
 CS2220  ___________________________________________________________________
 CS2220  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS2220  DYNAMIC HT  -         211.775 (meters)     694.80  (feet)  COMP
 CS2220  MODELED GRAV-     979,409.7   (mgal)                       NAVD 88
 CS2220
 CS2220  VERT ORDER  -  SECOND    CLASS 0
 CS2220
 CS2220.The horizontal coordinates were scaled from a topographic map and have
 CS2220.an estimated accuracy of +/- 6 seconds.
 CS2220
 CS2220.The orthometric height was determined by differential leveling
 CS2220.and adjusted by the National Geodetic Survey in June 1991..
 CS2220
 CS2220.The geoid height was determined by GEOID03.
 CS2220
 CS2220.The dynamic height is computed by dividing the NAVD 88
 CS2220.geopotential number by the normal gravity value computed on the
 CS2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2220.degrees latitude (g = 980.6199 gals.).
 CS2220
 CS2220.The modeled gravity was interpolated from observed gravity values.
 CS2220
 CS2220;                    North         East    Units  Estimated Accuracy
 CS2220;SPC TX C     - 3,280,840.      957,460.      MT  (+/- 180 meters Scaled)
 CS2220
 CS2220                          SUPERSEDED SURVEY CONTROL
 CS2220
 CS2220  NGVD 29 (??/??/92)  212.010  (m)          695.57   (f) ADJ UNCH    2 0
 CS2220
 CS2220.Superseded values are not recommended for survey control.
 CS2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2220.See file dsdata.txt to determine how the superseded data were derived.
 CS2220
 CS2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA316602(NAD 83)
 CS2220_MARKER: DB = BENCH MARK DISK
 CS2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2220_STAMPING: D 384 1943
 CS2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2220+STABILITY: SURFACE MOTION
 CS2220
 CS2220  HISTORY     - Date     Condition        Report By
 CS2220  HISTORY     - 1943     MONUMENTED       CGS
 CS2220  HISTORY     - 20010317 GOOD             USPSQD
 CS2220
 CS2220                          STATION DESCRIPTION
 CS2220
 CS2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2220'1.4 MI SE FROM BRAZOS POINT.
 CS2220'1.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BRAZOS
 CS2220'POINT, 32 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 12 FEET
 CS2220'NORTHEAST OF A FENCE CORNER POST, 2.0 FEET NORTHWEST OF A FENCE, AND 4
 CS2220'FEET SOUTHWEST OF A WHITE REFERENCE POST.  A DISK, SET IN THE TOP OF A
 CS2220'CONCRETE POST.
 CS2220
 CS2220                          STATION RECOVERY (2001)
 CS2220
 CS2220'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0375 ***********************************************************************
 CA0375  DESIGNATION -  D 385
 CA0375  PID         -  CA0375
 CA0375  STATE/COUNTY-  TX/COLEMAN
 CA0375  USGS QUAD   -  COLEMAN (1987)
 CA0375
 CA0375                         *CURRENT SURVEY CONTROL
 CA0375  ___________________________________________________________________
 CA0375* NAD 83(1986)-  31 47 10.     (N)    099 22 32.     (W)     SCALED    
 CA0375* NAVD 88     -       532.967  (meters)    1748.58   (feet)  ADJUSTED  
 CA0375  ___________________________________________________________________
 CA0375  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CA0375  DYNAMIC HT  -         532.265 (meters)    1746.27  (feet)  COMP
 CA0375  MODELED GRAV-     979,306.2   (mgal)                       NAVD 88
 CA0375
 CA0375  VERT ORDER  -  FIRST     CLASS II
 CA0375
 CA0375.The horizontal coordinates were scaled from a topographic map and have
 CA0375.an estimated accuracy of +/- 6 seconds.
 CA0375
 CA0375.The orthometric height was determined by differential leveling
 CA0375.and adjusted by the National Geodetic Survey in June 1991..
 CA0375.WARNING-Repeat measurements at this control monument indicate possible
 CA0375.vertical movement.
 CA0375
 CA0375.The geoid height was determined by GEOID03.
 CA0375
 CA0375.The dynamic height is computed by dividing the NAVD 88
 CA0375.geopotential number by the normal gravity value computed on the
 CA0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0375.degrees latitude (g = 980.6199 gals.).
 CA0375
 CA0375.The modeled gravity was interpolated from observed gravity values.
 CA0375
 CA0375;                    North         East    Units  Estimated Accuracy
 CA0375;SPC TX C     - 3,235,350.      790,710.      MT  (+/- 180 meters Scaled)
 CA0375
 CA0375                          SUPERSEDED SURVEY CONTROL
 CA0375
 CA0375  NGVD 29 (??/??/92)  532.846  (m)         1748.18   (f) ADJ UNCH    1 2
 CA0375
 CA0375.Superseded values are not recommended for survey control.
 CA0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0375.See file dsdata.txt to determine how the superseded data were derived.
 CA0375
 CA0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA644167(NAD 83)
 CA0375_MARKER: DB = BENCH MARK DISK
 CA0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0375_SP_SET: CULVERT
 CA0375_STAMPING: D 385 1944
 CA0375_MARK LOGO: CGS   
 CA0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0375
 CA0375  HISTORY     - Date     Condition        Report By
 CA0375  HISTORY     - 1944     MONUMENTED       CGS
 CA0375  HISTORY     - 1950     GOOD             NGS
 CA0375  HISTORY     - 1982     GOOD             NGS
 CA0375
 CA0375                          STATION DESCRIPTION
 CA0375
 CA0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CA0375'3.9 MI SE FROM COLEMAN.
 CA0375'3.9 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0375'THE STATION AT COLEMAN, COLEMAN COUNTY, AT CONCRETE CULVERT 374 A, IN
 CA0375'THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL, AND 25.1 FEET
 CA0375'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 CA0375'STAMPED D 385 1944.
 CA0375
 CA0375                          STATION RECOVERY (1982)
 CA0375
 CA0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0375'7.7 KM (4.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM ITS
 CA0375'JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, THENCE
 CA0375'1.7 KM (1.05 MI) SOUTHEASTERLY ALONG A GRAVELED ROAD, IN TOP OF THE
 CA0375'NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE BOX CULVERT
 CA0375'UNDER THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 18.7 METERS (61.4
 CA0375'FT) EAST OF UTILITY POLE NUMBER 3K AND 8.9 METERS (29.2 FT) NORTHEAST
 CA0375'OF THE NEAR RAIL.
 CA0375'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0849 ***********************************************************************
 CS0849  DESIGNATION -  D 386 RESET 1970
 CS0849  PID         -  CS0849
 CS0849  STATE/COUNTY-  TX/ELLIS
 CS0849  USGS QUAD   -  ENNIS WEST (1978)
 CS0849
 CS0849                         *CURRENT SURVEY CONTROL
 CS0849  ___________________________________________________________________
 CS0849* NAD 83(1986)-  32 16 24.     (N)    096 40 45.     (W)     SCALED    
 CS0849* NAVD 88     -       138.28   (meters)     453.7    (feet)  RESET     
 CS0849  ___________________________________________________________________
 CS0849  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CS0849
 CS0849  VERT ORDER  -  THIRD
 CS0849
 CS0849.The horizontal coordinates were scaled from a topographic map and have
 CS0849.an estimated accuracy of +/- 6 seconds.
 CS0849
 CS0849.The orthometric height was computed from unverified reset data.
 CS0849
 CS0849.The geoid height was determined by GEOID03.
 CS0849
 CS0849;                    North         East    Units  Estimated Accuracy
 CS0849;SPC TXNC     - 2,068,760.      771,530.      MT  (+/- 180 meters Scaled)
 CS0849
 CS0849                          SUPERSEDED SURVEY CONTROL
 CS0849
 CS0849.No superseded survey control is available for this station.
 CS0849
 CS0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA185730(NAD 83)
 CS0849_MARKER: DB = BENCH MARK DISK
 CS0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0849_STAMPING: D 386 RESET 1970
 CS0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0849+STABILITY: SURFACE MOTION
 CS0849
 CS0849  HISTORY     - Date     Condition        Report By
 CS0849  HISTORY     - 1970     MONUMENTED       NGS
 CS0849  HISTORY     - 20020126 GOOD             USPSQD
 CS0849
 CS0849                          STATION DESCRIPTION
 CS0849
 CS0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CS0849'1.1 MI E FROM BARDWELL.
 CS0849'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF FM
 CS0849'HIGHWAY 984 IN BARDWELL TO SITE OF BENCH MARK, OR ABOUT 5.45 MILES
 CS0849'SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF U.S. HIGHWAY 287
 CS0849'IN ENNIS TO SITE OF BENCH MARK, 100 FEET SOUTH OF THE HIGHWAY CENTER
 CS0849'LINE, 26 FEET NORTHWEST OF A POWER LINE POLE, 3 FEET SOUTHEAST OF A
 CS0849'TELEPHONE POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS ALSO
 CS0849'ABOUT 50 YARDS EAST OF A FARM HOUSE AND ABOUT 75 YARDS SOUTHWEST OF A
 CS0849'FARM HOUSE.  A C AND GS BENCH MARK DISK SET IN A 10 X 10 IN. CONCRETE
 CS0849'POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 CS0849
 CS0849                          STATION RECOVERY (2002)
 CS0849
 CS0849'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0484 ***********************************************************************
 CS0484  DESIGNATION -  D 388
 CS0484  PID         -  CS0484
 CS0484  STATE/COUNTY-  TX/NAVARRO
 CS0484  USGS QUAD   -  ROSSER SW (1962)
 CS0484
 CS0484                         *CURRENT SURVEY CONTROL
 CS0484  ___________________________________________________________________
 CS0484* NAD 83(1986)-  32 17 02.     (N)    096 24 40.     (W)     SCALED    
 CS0484* NAVD 88     -       115.147  (meters)     377.78   (feet)  ADJUSTED  
 CS0484  ___________________________________________________________________
 CS0484  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0484  DYNAMIC HT  -         115.015 (meters)     377.35  (feet)  COMP
 CS0484  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 CS0484
 CS0484  VERT ORDER  -  SECOND    CLASS 0
 CS0484
 CS0484.The horizontal coordinates were scaled from a topographic map and have
 CS0484.an estimated accuracy of +/- 6 seconds.
 CS0484
 CS0484.The orthometric height was determined by differential leveling
 CS0484.and adjusted by the National Geodetic Survey in June 1991..
 CS0484
 CS0484.The geoid height was determined by GEOID03.
 CS0484
 CS0484.The dynamic height is computed by dividing the NAVD 88
 CS0484.geopotential number by the normal gravity value computed on the
 CS0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0484.degrees latitude (g = 980.6199 gals.).
 CS0484
 CS0484.The modeled gravity was interpolated from observed gravity values.
 CS0484
 CS0484;                    North         East    Units  Estimated Accuracy
 CS0484;SPC TXNC     - 2,070,400.      796,760.      MT  (+/- 180 meters Scaled)
 CS0484
 CS0484                          SUPERSEDED SURVEY CONTROL
 CS0484
 CS0484  NGVD 29 (??/??/92)  115.150  (m)          377.79   (f) ADJ UNCH    2 0
 CS0484
 CS0484.Superseded values are not recommended for survey control.
 CS0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0484.See file dsdata.txt to determine how the superseded data were derived.
 CS0484
 CS0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA438748(NAD 83)
 CS0484_MARKER: DB = BENCH MARK DISK
 CS0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0484_STAMPING: D 388 1946
 CS0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0484+STABILITY: SURFACE MOTION
 CS0484
 CS0484  HISTORY     - Date     Condition        Report By
 CS0484  HISTORY     - 1946     MONUMENTED       CGS
 CS0484
 CS0484                          STATION DESCRIPTION
 CS0484
 CS0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0484'3.9 MI N FROM CHATFIELD.
 CS0484'1.0 MILE NORTHEAST ALONG A DIRT ROAD FROM THE METHODIST CHURCH AT
 CS0484'CHATFIELD, THENCE 1.9 MILES NORTH ALONG A DIRT ROAD, THENCE 1.0 MILE
 CS0484'NORTHWEST ALONG A DIRT ROAD TO THE SITE OF THE MARK, AT A CURVE IN THE
 CS0484'ROAD, 36.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 14.2 FEET WEST
 CS0484'OF THE CENTER LINE OF AN ENTRANCE TO A PASTURE, 2.0 FEET EAST OF A
 CS0484'FENCE, 2.0 FEET WEST OF A 4X4 MARKER POST, ABOUT LEVEL WITH THE
 CS0484'SURFACE OF THE ROAD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS0484'WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0503 ***********************************************************************
 CS0503  DESIGNATION -  D 390
 CS0503  PID         -  CS0503
 CS0503  STATE/COUNTY-  TX/NAVARRO
 CS0503  USGS QUAD   -  BAZETTE (1976)
 CS0503
 CS0503                         *CURRENT SURVEY CONTROL
 CS0503  ___________________________________________________________________
 CS0503* NAD 83(1986)-  32 10 31.     (N)    096 15 59.     (W)     SCALED    
 CS0503* NAVD 88     -       126.438  (meters)     414.82   (feet)  ADJUSTED  
 CS0503  ___________________________________________________________________
 CS0503  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0503  DYNAMIC HT  -         126.292 (meters)     414.34  (feet)  COMP
 CS0503  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 CS0503
 CS0503  VERT ORDER  -  SECOND    CLASS 0
 CS0503
 CS0503.The horizontal coordinates were scaled from a topographic map and have
 CS0503.an estimated accuracy of +/- 6 seconds.
 CS0503
 CS0503.The orthometric height was determined by differential leveling
 CS0503.and adjusted by the National Geodetic Survey in June 1991..
 CS0503
 CS0503.The geoid height was determined by GEOID03.
 CS0503
 CS0503.The dynamic height is computed by dividing the NAVD 88
 CS0503.geopotential number by the normal gravity value computed on the
 CS0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0503.degrees latitude (g = 980.6199 gals.).
 CS0503
 CS0503.The modeled gravity was interpolated from observed gravity values.
 CS0503
 CS0503;                    North         East    Units  Estimated Accuracy
 CS0503;SPC TXNC     - 2,058,640.      810,640.      MT  (+/- 180 meters Scaled)
 CS0503
 CS0503                          SUPERSEDED SURVEY CONTROL
 CS0503
 CS0503  NGVD 29 (??/??/92)  126.44   (m)          414.8    (f) COMPUTED    2 0
 CS0503
 CS0503.Superseded values are not recommended for survey control.
 CS0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0503.See file dsdata.txt to determine how the superseded data were derived.
 CS0503
 CS0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA577631(NAD 83)
 CS0503_MARKER: DB = BENCH MARK DISK
 CS0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0503_STAMPING: D 390 1947
 CS0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0503+STABILITY: SURFACE MOTION
 CS0503
 CS0503  HISTORY     - Date     Condition        Report By
 CS0503  HISTORY     - 1947     MONUMENTED       CGS
 CS0503
 CS0503                          STATION DESCRIPTION
 CS0503
 CS0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0503'0.75 MI SE FROM BAZETTE.
 CS0503'0.25 MILE SOUTHWEST AND 0.5 MILE SOUTHEAST ALONG THE KERENS-BAZETTE
 CS0503'ROAD FROM A ROAD JUNCTION AT THE BAZETTE SCHOOL AT BAZETTE, 0.3 MILE
 CS0503'SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST, 216.0 FEET
 CS0503'NORTHWEST OF REA CO-OP POLE 3/25, AT THE JUNCTION OF A PRIVATE ROAD
 CS0503'LEADING NORTHEAST, 58.5 FEET NORTHEAST OF THE CENTER OF THE MAIN ROAD,
 CS0503'36.0 FEET NORTHEAST OF A FENCE CORNER POST, 10.0 FEET NORTHWEST OF THE
 CS0503'CENTER OF A PRIVATE ROAD, 2.2 FEET NORTHEAST OF A REFERENCE POST, SET
 CS0503'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 CS0503'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0668 ***********************************************************************
 CS0668  DESIGNATION -  D 393
 CS0668  PID         -  CS0668
 CS0668  STATE/COUNTY-  TX/NAVARRO
 CS0668  USGS QUAD   -  CORSICANA (1978)
 CS0668
 CS0668                         *CURRENT SURVEY CONTROL
 CS0668  ___________________________________________________________________
 CS0668* NAD 83(1986)-  32 02 56.     (N)    096 25 06.     (W)     SCALED    
 CS0668* NAVD 88     -       126.059  (meters)     413.58   (feet)  ADJUSTED  
 CS0668  ___________________________________________________________________
 CS0668  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0668  DYNAMIC HT  -         125.912 (meters)     413.10  (feet)  COMP
 CS0668  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 CS0668
 CS0668  VERT ORDER  -  SECOND    CLASS 0
 CS0668
 CS0668.The horizontal coordinates were scaled from a topographic map and have
 CS0668.an estimated accuracy of +/- 6 seconds.
 CS0668
 CS0668.The orthometric height was determined by differential leveling
 CS0668.and adjusted by the National Geodetic Survey in June 1991..
 CS0668
 CS0668.The geoid height was determined by GEOID03.
 CS0668
 CS0668.The dynamic height is computed by dividing the NAVD 88
 CS0668.geopotential number by the normal gravity value computed on the
 CS0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0668.degrees latitude (g = 980.6199 gals.).
 CS0668
 CS0668.The modeled gravity was interpolated from observed gravity values.
 CS0668
 CS0668;                    North         East    Units  Estimated Accuracy
 CS0668;SPC TXNC     - 2,044,330.      796,590.      MT  (+/- 180 meters Scaled)
 CS0668
 CS0668                          SUPERSEDED SURVEY CONTROL
 CS0668
 CS0668  NGVD 29 (??/??/92)  126.051  (m)          413.55   (f) ADJ UNCH    2 0
 CS0668
 CS0668.Superseded values are not recommended for survey control.
 CS0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0668.See file dsdata.txt to determine how the superseded data were derived.
 CS0668
 CS0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA437487(NAD 83)
 CS0668_MARKER: DB = BENCH MARK DISK
 CS0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0668_STAMPING: D 393 1947
 CS0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0668+STABILITY: SURFACE MOTION
 CS0668
 CS0668  HISTORY     - Date     Condition        Report By
 CS0668  HISTORY     - 1947     MONUMENTED       CGS
 CS0668  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0668
 CS0668                          STATION DESCRIPTION
 CS0668
 CS0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0668'4.1 MI SE FROM CORSICANA.
 CS0668'ALONG U. S. HIGHWAY NO. 287.  4.1 MILES SOUTHEAST OF THE POST OFFICE
 CS0668'IN CORSICANA.  ON THE SOUTH SLOPE OF A HILL.  45 FEET NORTHEAST OF THE
 CS0668'CENTER OF THE HIGHWAY.  27 FEET NORTHWEST OF A CORNER FENCE POST. 4
 CS0668'FEET NORTHWEST OF A TELEPHONE POLE.  2 FEET SOUTHEAST OF WITNESS POST.
 CS0668
 CS0668                          STATION RECOVERY (1965)
 CS0668
 CS0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1002 ***********************************************************************
 CS1002  DESIGNATION -  D 394
 CS1002  PID         -  CS1002
 CS1002  STATE/COUNTY-  TX/DALLAS
 CS1002  USGS QUAD   -  DALLAS (1981)
 CS1002
 CS1002                         *CURRENT SURVEY CONTROL
 CS1002  ___________________________________________________________________
 CS1002* NAD 83(1986)-  32 48 33.     (N)    096 51 05.     (W)     SCALED    
 CS1002* NAVD 88     -       123.290  (meters)     404.49   (feet)  ADJUSTED  
 CS1002  ___________________________________________________________________
 CS1002  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CS1002  DYNAMIC HT  -         123.149 (meters)     404.03  (feet)  COMP
 CS1002  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 CS1002
 CS1002  VERT ORDER  -  FIRST     CLASS II
 CS1002
 CS1002.The horizontal coordinates were scaled from a topographic map and have
 CS1002.an estimated accuracy of +/- 6 seconds.
 CS1002
 CS1002.The orthometric height was determined by differential leveling
 CS1002.and adjusted by the National Geodetic Survey in June 1991..
 CS1002
 CS1002.The geoid height was determined by GEOID03.
 CS1002
 CS1002.The dynamic height is computed by dividing the NAVD 88
 CS1002.geopotential number by the normal gravity value computed on the
 CS1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1002.degrees latitude (g = 980.6199 gals.).
 CS1002
 CS1002.The modeled gravity was interpolated from observed gravity values.
 CS1002
 CS1002;                    North         East    Units  Estimated Accuracy
 CS1002;SPC TXNC     - 2,127,900.      754,370.      MT  (+/- 180 meters Scaled)
 CS1002
 CS1002                          SUPERSEDED SURVEY CONTROL
 CS1002
 CS1002  NGVD 29 (??/??/92)  123.307  (m)          404.55   (f) ADJ UNCH    1 2
 CS1002
 CS1002.Superseded values are not recommended for survey control.
 CS1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1002.See file dsdata.txt to determine how the superseded data were derived.
 CS1002
 CS1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB011321(NAD 83)
 CS1002_MARKER: DD = SURVEY DISK
 CS1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1002_STAMPING: D 394 1947 2 T
 CS1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1002+STABILITY: SURFACE MOTION
 CS1002
 CS1002  HISTORY     - Date     Condition        Report By
 CS1002  HISTORY     - 1947     MONUMENTED       TX1730
 CS1002  HISTORY     - 1958     GOOD             NGS
 CS1002
 CS1002                          STATION DESCRIPTION
 CS1002
 CS1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1002'3.5 MI NW FROM DALLAS.
 CS1002'ABOUT 3.5 MILES NORTHWEST OF THE COUNTY COURT HOUSE IN DALLAS, ALONG
 CS1002'IRVING BLVD., WHICH IS HIGHWAY NO. 356 AND NOT INDUSTRIAL BLVD. AS
 CS1002'DESCRIBED.  IT IS 205 FEET WEST OF THE JUNCTION OF IRVING BLVD. AND
 CS1002'INWOOD ROAD TO THE NORTH AND HAMPTON ROAD TO THE SOUTH, NEAR A
 CS1002'CONCRETE CULVERT UNDER THE BOULEVARD, 41 FEET NORTH OF THE EAST END OF
 CS1002'THE SOUTH HEADWALL AND 35.5 FEET SOUTH OF THE WEST END OF THE NORTH
 CS1002'HEADWALL.  A CITY OF DALLAS DISK IN CONCRETE IN THE PARKWAY IN THE
 CS1002'CENTER OF IRVING BOULEVARD AND ABOUT 6 INCHES BELOW THE SURFACE OF THE
 CS1002'PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0607 ***********************************************************************
 CR0607  DESIGNATION -  D 396
 CR0607  PID         -  CR0607
 CR0607  STATE/COUNTY-  TX/HENDERSON
 CR0607  USGS QUAD   -  CROSS ROADS (1984)
 CR0607
 CR0607                         *CURRENT SURVEY CONTROL
 CR0607  ___________________________________________________________________
 CR0607* NAD 83(1986)-  32 06 14.     (N)    095 59 57.     (W)     SCALED    
 CR0607* NAVD 88     -       102.017  (meters)     334.70   (feet)  ADJUSTED  
 CR0607  ___________________________________________________________________
 CR0607  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CR0607  DYNAMIC HT  -         101.898 (meters)     334.31  (feet)  COMP
 CR0607  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 CR0607
 CR0607  VERT ORDER  -  SECOND    CLASS 0
 CR0607
 CR0607.The horizontal coordinates were scaled from a topographic map and have
 CR0607.an estimated accuracy of +/- 6 seconds.
 CR0607
 CR0607.The orthometric height was determined by differential leveling
 CR0607.and adjusted by the National Geodetic Survey in June 1991..
 CR0607
 CR0607.The geoid height was determined by GEOID03.
 CR0607
 CR0607.The dynamic height is computed by dividing the NAVD 88
 CR0607.geopotential number by the normal gravity value computed on the
 CR0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0607.degrees latitude (g = 980.6199 gals.).
 CR0607
 CR0607.The modeled gravity was interpolated from observed gravity values.
 CR0607
 CR0607;                    North         East    Units  Estimated Accuracy
 CR0607;SPC TXNC     - 2,051,300.      836,020.      MT  (+/- 180 meters Scaled)
 CR0607
 CR0607                          SUPERSEDED SURVEY CONTROL
 CR0607
 CR0607  NGVD 29 (??/??/92)  102.020  (m)          334.71   (f) ADJ UNCH    2 0
 CR0607
 CR0607.Superseded values are not recommended for survey control.
 CR0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0607.See file dsdata.txt to determine how the superseded data were derived.
 CR0607
 CR0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR169558(NAD 83)
 CR0607_MARKER: DB = BENCH MARK DISK
 CR0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0607_STAMPING: D 396 1947
 CR0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0607+STABILITY: SURFACE MOTION
 CR0607
 CR0607  HISTORY     - Date     Condition        Report By
 CR0607  HISTORY     - 1947     MONUMENTED       CGS
 CR0607  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0607
 CR0607                          STATION DESCRIPTION
 CR0607
 CR0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0607'4.1 MI N FROM CROSS ROADS.
 CR0607'4.1 MILES NORTH ALONG FARM HIGHWAY 90 FROM THE SCHOOL AT CROSS ROADS,
 CR0607'127 FEET NORTH OF A POWER POLE, 0.1 MILE SOUTH OF A WHITE FRAME HOUSE
 CR0607'ON THE EAST SIDE OF THE HIGHWAY, 43 FEET EAST OF THE CENTER LINE OF
 CR0607'THE HIGHWAY, 3 FEET NORTH OF A 4X4 MARKER POST, 1 FOOT WEST OF A
 CR0607'FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CR0607'2 INCHES ABOVE THE GROUND.
 CR0607
 CR0607                          STATION RECOVERY (1977)
 CR0607
 CR0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0943 ***********************************************************************
 CS0943  DESIGNATION -  D 397
 CS0943  PID         -  CS0943
 CS0943  STATE/COUNTY-  TX/NAVARRO
 CS0943  USGS QUAD   -  CORBET (1978)
 CS0943
 CS0943                         *CURRENT SURVEY CONTROL
 CS0943  ___________________________________________________________________
 CS0943* NAD 83(1986)-  32 01 06.     (N)    096 31 45.     (W)     SCALED    
 CS0943* NAVD 88     -       120.450  (meters)     395.18   (feet)  ADJUSTED  
 CS0943  ___________________________________________________________________
 CS0943  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0943  DYNAMIC HT  -         120.309 (meters)     394.71  (feet)  COMP
 CS0943  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 CS0943
 CS0943  VERT ORDER  -  SECOND    CLASS 0
 CS0943
 CS0943.The horizontal coordinates were scaled from a topographic map and have
 CS0943.an estimated accuracy of +/- 6 seconds.
 CS0943
 CS0943.The orthometric height was determined by differential leveling
 CS0943.and adjusted by the National Geodetic Survey in June 1991..
 CS0943
 CS0943.The geoid height was determined by GEOID03.
 CS0943
 CS0943.The dynamic height is computed by dividing the NAVD 88
 CS0943.geopotential number by the normal gravity value computed on the
 CS0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0943.degrees latitude (g = 980.6199 gals.).
 CS0943
 CS0943.The modeled gravity was interpolated from observed gravity values.
 CS0943
 CS0943;                    North         East    Units  Estimated Accuracy
 CS0943;SPC TXNC     - 2,040,740.      786,190.      MT  (+/- 180 meters Scaled)
 CS0943
 CS0943                          SUPERSEDED SURVEY CONTROL
 CS0943
 CS0943  NGVD 29 (??/??/92)  120.440  (m)          395.14   (f) ADJ UNCH    2 0
 CS0943
 CS0943.Superseded values are not recommended for survey control.
 CS0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0943.See file dsdata.txt to determine how the superseded data were derived.
 CS0943
 CS0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA333451(NAD 83)
 CS0943_MARKER: DB = BENCH MARK DISK
 CS0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0943_STAMPING: D 397 1947
 CS0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0943+STABILITY: SURFACE MOTION
 CS0943
 CS0943  HISTORY     - Date     Condition        Report By
 CS0943  HISTORY     - 1947     MONUMENTED       CGS
 CS0943  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0943
 CS0943                          STATION DESCRIPTION
 CS0943
 CS0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0943'6.5 MI SW FROM CORSICANA.
 CS0943'6.5 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY TRACK
 CS0943'FROM THE UNION STATION AT CORSICANA, 1.0 MILE NORTHEAST ALONG THE
 CS0943'TRACK FROM THE FLAG STOP AT CORBET, AT THE NORTHEAST END OF A SMALL
 CS0943'CUT AND DIRECTLY ACROSS THE TRACK FROM TELEPHONE POLE NO. HE 44 235,
 CS0943'30.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 17.5 FEET SOUTHWEST OF POLE
 CS0943'NO. 627/25, 3.0 FEET NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE
 CS0943'POST ABOUT THE SAME ELEVATION AS THE TRACK AND PROJECTING 0.2 FOOT.
 CS0943
 CS0943                          STATION RECOVERY (2002)
 CS0943
 CS0943'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CS0943'RAILROAD TRACKS ARE NO LONGER THERE AND SOME EARTHWORK HAS BEEN DONE
 CS0943'IN THE IMMEDIATE AREA.  LOCAL FARMER REPORTS THAT THE CONCRETE POST
 CS0943'HAD BEEN DUG OUT AND REMOVED QUITE A FEW YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2357 ***********************************************************************
 BY2357  DESIGNATION -  D 398
 BY2357  PID         -  BY2357
 BY2357  STATE/COUNTY-  TX/ANDERSON
 BY2357  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2357
 BY2357                         *CURRENT SURVEY CONTROL
 BY2357  ___________________________________________________________________
 BY2357* NAD 83(1986)-  31 46 12.     (N)    095 49 03.     (W)     SCALED    
 BY2357* NAVD 88     -        81.440  (meters)     267.19   (feet)  ADJUSTED  
 BY2357  ___________________________________________________________________
 BY2357  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BY2357  DYNAMIC HT  -          81.342 (meters)     266.87  (feet)  COMP
 BY2357  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 BY2357
 BY2357  VERT ORDER  -  SECOND    CLASS 0
 BY2357
 BY2357.The horizontal coordinates were scaled from a topographic map and have
 BY2357.an estimated accuracy of +/- 6 seconds.
 BY2357
 BY2357.The orthometric height was determined by differential leveling
 BY2357.and adjusted by the National Geodetic Survey in June 1991..
 BY2357
 BY2357.The geoid height was determined by GEOID03.
 BY2357
 BY2357.The dynamic height is computed by dividing the NAVD 88
 BY2357.geopotential number by the normal gravity value computed on the
 BY2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2357.degrees latitude (g = 980.6199 gals.).
 BY2357
 BY2357.The modeled gravity was interpolated from observed gravity values.
 BY2357
 BY2357;                    North         East    Units  Estimated Accuracy
 BY2357;SPC TX C     - 3,241,860.    1,127,650.      MT  (+/- 180 meters Scaled)
 BY2357
 BY2357                          SUPERSEDED SURVEY CONTROL
 BY2357
 BY2357  NGVD 29 (??/??/92)   81.419  (m)          267.12   (f) ADJ UNCH    2 0
 BY2357
 BY2357.Superseded values are not recommended for survey control.
 BY2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2357.See file dsdata.txt to determine how the superseded data were derived.
 BY2357
 BY2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR331183(NAD 83)
 BY2357_MARKER: DB = BENCH MARK DISK
 BY2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2357_STAMPING: D 398 1947
 BY2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2357+STABILITY: SURFACE MOTION
 BY2357
 BY2357  HISTORY     - Date     Condition        Report By
 BY2357  HISTORY     - 1947     MONUMENTED       CGS
 BY2357  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2357
 BY2357                          STATION DESCRIPTION
 BY2357
 BY2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2357'5.0 MI SE FROM TENNESSEE COLONY.
 BY2357'ALONG A GRADED COUNTY ROAD LEADING TO TUCKER.  5.0 MILES SOUTHEAST OF
 BY2357'TENNESSEE COLONY SCHOOL.  0.1 MILE SOUTHEAST OF A STEEL BRIDGE.  28
 BY2357'FEET SOUTHWEST OF THE CENTER OF THE ROAD.  6 FEET SOUTHEAST OF THE
 BY2357'SOUTHEAST END OF A WOODEN GATE.  2 FEET SOUTHWEST OF A WIRE FENCE.  2
 BY2357'FEET NORTHWEST OF WITNESS POST.
 BY2357
 BY2357                          STATION RECOVERY (1977)
 BY2357
 BY2357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2155 ***********************************************************************
 BY2155  DESIGNATION -  D 399
 BY2155  PID         -  BY2155
 BY2155  STATE/COUNTY-  TX/ANDERSON
 BY2155  USGS QUAD   -  BLACKFOOT (1982)
 BY2155
 BY2155                         *CURRENT SURVEY CONTROL
 BY2155  ___________________________________________________________________
 BY2155* NAD 83(1986)-  31 58 19.     (N)    095 45 41.     (W)     SCALED    
 BY2155* NAVD 88     -       114.609  (meters)     376.01   (feet)  ADJUSTED  
 BY2155  ___________________________________________________________________
 BY2155  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BY2155  DYNAMIC HT  -         114.473 (meters)     375.57  (feet)  COMP
 BY2155  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 BY2155
 BY2155  VERT ORDER  -  SECOND    CLASS 0
 BY2155
 BY2155.The horizontal coordinates were scaled from a topographic map and have
 BY2155.an estimated accuracy of +/- 6 seconds.
 BY2155
 BY2155.The orthometric height was determined by differential leveling
 BY2155.and adjusted by the National Geodetic Survey in June 1991..
 BY2155
 BY2155.The geoid height was determined by GEOID03.
 BY2155
 BY2155.The dynamic height is computed by dividing the NAVD 88
 BY2155.geopotential number by the normal gravity value computed on the
 BY2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2155.degrees latitude (g = 980.6199 gals.).
 BY2155
 BY2155.The modeled gravity was interpolated from observed gravity values.
 BY2155
 BY2155;                    North         East    Units  Estimated Accuracy
 BY2155;SPC TX C     - 3,264,450.    1,132,040.      MT  (+/- 180 meters Scaled)
 BY2155
 BY2155                          SUPERSEDED SURVEY CONTROL
 BY2155
 BY2155  NGVD 29 (??/??/92)  114.599  (m)          375.98   (f) ADJ UNCH    2 0
 BY2155
 BY2155.Superseded values are not recommended for survey control.
 BY2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2155.See file dsdata.txt to determine how the superseded data were derived.
 BY2155
 BY2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR390406(NAD 83)
 BY2155_MARKER: DB = BENCH MARK DISK
 BY2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2155_STAMPING: D 399 1947
 BY2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2155+STABILITY: SURFACE MOTION
 BY2155
 BY2155  HISTORY     - Date     Condition        Report By
 BY2155  HISTORY     - 1947     MONUMENTED       CGS
 BY2155
 BY2155                          STATION DESCRIPTION
 BY2155
 BY2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2155'18 MI S FROM ATHENS.
 BY2155'ALONG STATE HIGHWAY NO. 19, 18 MILES SOUTH OF THE POST OFFICE IN
 BY2155'ATHENS, 17.8 MILES NORTH OF THE POST OFFICE IN PALESTINE, ABOUT 250
 BY2155'FEET SOUTH OF A CONCRETE HIGHWAY BRIDGE, 45 FEET EAST OF THE CENTER OF
 BY2155'THE ROAD, 3 FEET NORTHWEST OF A CORNER FENCE POST, 2 FEET SOUTH OF
 BY2155'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0362 ***********************************************************************
 CT0362  DESIGNATION -  D 4
 CT0362  PID         -  CT0362
 CT0362  STATE/COUNTY-  TX/SHACKELFORD
 CT0362  USGS QUAD   -  FORT GRIFFIN (1981)
 CT0362
 CT0362                         *CURRENT SURVEY CONTROL
 CT0362  ___________________________________________________________________
 CT0362* NAD 83(1986)-  32 55 55.     (N)    099 13 49.     (W)     SCALED    
 CT0362* NAVD 88     -       371.123  (meters)    1217.59   (feet)  ADJUSTED  
 CT0362  ___________________________________________________________________
 CT0362  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 CT0362  DYNAMIC HT  -         370.663 (meters)    1216.08  (feet)  COMP
 CT0362  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 CT0362
 CT0362  VERT ORDER  -  SECOND    CLASS 0
 CT0362
 CT0362.The horizontal coordinates were scaled from a topographic map and have
 CT0362.an estimated accuracy of +/- 6 seconds.
 CT0362
 CT0362.The orthometric height was determined by differential leveling
 CT0362.and adjusted by the National Geodetic Survey in June 1991..
 CT0362
 CT0362.The geoid height was determined by GEOID03.
 CT0362
 CT0362.The dynamic height is computed by dividing the NAVD 88
 CT0362.geopotential number by the normal gravity value computed on the
 CT0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0362.degrees latitude (g = 980.6199 gals.).
 CT0362
 CT0362.The modeled gravity was interpolated from observed gravity values.
 CT0362
 CT0362;                    North         East    Units  Estimated Accuracy
 CT0362;SPC TXNC     - 2,140,540.      531,710.      MT  (+/- 180 meters Scaled)
 CT0362
 CT0362                          SUPERSEDED SURVEY CONTROL
 CT0362
 CT0362  NGVD 29 (??/??/92)  371.007  (m)         1217.21   (f) ADJ UNCH    2 0
 CT0362
 CT0362.Superseded values are not recommended for survey control.
 CT0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0362.See file dsdata.txt to determine how the superseded data were derived.
 CT0362
 CT0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB784437(NAD 83)
 CT0362_MARKER: DD = SURVEY DISK
 CT0362_SETTING: 66 = SET IN ROCK OUTCROP
 CT0362_SP_SET: ROCK LEDGE
 CT0362_STAMPING: D 4 1923 TEXAS
 CT0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0362+STABILITY: POSITION/ELEVATION WELL
 CT0362
 CT0362  HISTORY     - Date     Condition        Report By
 CT0362  HISTORY     - 1923     MONUMENTED       USGS
 CT0362  HISTORY     - 1957     GOOD             NGS
 CT0362
 CT0362                          STATION DESCRIPTION
 CT0362
 CT0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0362'15.5 MI N FROM ALBANY.
 CT0362'15.5 MILES NORTH ALONG U. S. HIGHWAY 283 FROM ALBANY, SHACKELFORD
 CT0362'COUNTY, THENCE 0.4 MILE WEST ALONG THE ROAD LEADING TO FORT GRIFFIN.
 CT0362'275 FEET SOUTHWEST OF THE FICHER STORE AT FORT GRIFFIN, 75 FEET SOUTH
 CT0362'OF A HOUSE, 60 FEET NORTH OF AN ANGLE IN THE ROAD, AND IN THE TOP OF A
 CT0362'LIMESTONE LEDGE.  NOTE-- THE MARK WAS RECOVERED AT THE SITE OF OLD
 CT0362'FORT GRIFFIN.  IT IS ABOUT 45 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 CT0362'CATTLE GUARD AT ROAD FORKS AND 3 FEET SOUTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1239 ***********************************************************************
 AN1239  DESIGNATION -  D 40
 AN1239  PID         -  AN1239
 AN1239  STATE/COUNTY-  TX/REFUGIO
 AN1239  USGS QUAD   -  REFUGIO (1979)
 AN1239
 AN1239                         *CURRENT SURVEY CONTROL
 AN1239  ___________________________________________________________________
 AN1239* NAD 83(1986)-  28 17 49.     (N)    097 16 34.     (W)     SCALED    
 AN1239* NAVD 88     -        17.11   (+/-2cm)      56.1    (feet)  VERTCON   
 AN1239  ___________________________________________________________________
 AN1239  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1239
 AN1239  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1239
 AN1239.The horizontal coordinates were scaled from a topographic map and have
 AN1239.an estimated accuracy of +/- 6 seconds.
 AN1239
 AN1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1239.The vertical order pertains to the NGVD 29 superseded value.
 AN1239
 AN1239.The geoid height was determined by GEOID03.
 AN1239
 AN1239;                    North         East    Units  Estimated Accuracy
 AN1239;SPC TXSC     - 4,052,630.      769,100.      MT  (+/- 180 meters Scaled)
 AN1239
 AN1239                          SUPERSEDED SURVEY CONTROL
 AN1239
 AN1239  NGVD 29 (??/??/92)   17.27   (m)           56.7    (f) COMPUTED    1 2
 AN1239
 AN1239.Superseded values are not recommended for survey control.
 AN1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1239.See file dsdata.txt to determine how the superseded data were derived.
 AN1239
 AN1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS690313(NAD 83)
 AN1239_MARKER: DB = BENCH MARK DISK
 AN1239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1239_SP_SET: BUILDING
 AN1239_STAMPING: D 40 1918 ELEV. 57.408 FT.
 AN1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1239
 AN1239  HISTORY     - Date     Condition        Report By
 AN1239  HISTORY     - 1918     MONUMENTED       CGS
 AN1239  HISTORY     - 1943     GOOD             NGS
 AN1239  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1239  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1239  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1239
 AN1239                          STATION DESCRIPTION
 AN1239
 AN1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1239'IN REFUGIO.
 AN1239'BENCH MARK IS SET VERTICALLY IN THE SOUTHEAST CORNER OF A BRICK
 AN1239'BUILDING KNOWN AS THE BEN. SHELTON BUILDING AND OCCUPIED BY THE BLUE
 AN1239'BONNET STORE IN 1943.  IT IS ABOUT 4.0 FEET ABOVE THE SIDE WALK.  A
 AN1239'DISK SET IN DRILL HOLE.
 AN1239
 AN1239                          STATION RECOVERY (1973)
 AN1239
 AN1239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1239'MARK NOT FOUND.
 AN1239
 AN1239                          STATION RECOVERY (1994)
 AN1239
 AN1239'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1239'MARK NOT FOUND.
 AN1239
 AN1239                          STATION RECOVERY (1999)
 AN1239
 AN1239'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2249 ***********************************************************************
 BY2249  DESIGNATION -  D 400 RESET 1956
 BY2249  PID         -  BY2249
 BY2249  STATE/COUNTY-  TX/ANDERSON
 BY2249  USGS QUAD   -  CAYUGA (1982)
 BY2249
 BY2249                         *CURRENT SURVEY CONTROL
 BY2249  ___________________________________________________________________
 BY2249* NAD 83(1986)-  31 54 10.     (N)    095 53 48.     (W)     SCALED    
 BY2249* NAVD 88     -       104.76   (+/-2cm)     343.7    (feet)  VERTCON   
 BY2249  ___________________________________________________________________
 BY2249  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BY2249
 BY2249  VERT ORDER  -  THIRD (See Below)
 BY2249
 BY2249.The horizontal coordinates were scaled from a topographic map and have
 BY2249.an estimated accuracy of +/- 6 seconds.
 BY2249
 BY2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2249.The vertical order pertains to the NGVD 29 superseded value.
 BY2249
 BY2249.The geoid height was determined by GEOID03.
 BY2249
 BY2249;                    North         East    Units  Estimated Accuracy
 BY2249;SPC TX C     - 3,256,260.    1,119,570.      MT  (+/- 180 meters Scaled)
 BY2249
 BY2249                          SUPERSEDED SURVEY CONTROL
 BY2249
 BY2249  NGVD 29 (??/??/??)  104.75   (m)          343.7    (f) RESET       3  
 BY2249
 BY2249.Superseded values are not recommended for survey control.
 BY2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2249.See file dsdata.txt to determine how the superseded data were derived.
 BY2249
 BY2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR260333(NAD 83)
 BY2249_MARKER: DB = BENCH MARK DISK
 BY2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2249_STAMPING: D 400 RESET 1956
 BY2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2249+STABILITY: SURFACE MOTION
 BY2249
 BY2249  HISTORY     - Date     Condition        Report By
 BY2249  HISTORY     - 1956     MONUMENTED       CGS
 BY2249
 BY2249                          STATION DESCRIPTION
 BY2249
 BY2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BY2249'1.8 MI SE FROM BETHEL.
 BY2249'1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 287 FROM THE SCHOOL AT
 BY2249'BETHEL, IN THE NORTH RIGHT-OF-WAY FENCE OF THE HIGHWAY, ABOUT 30 FEET
 BY2249'WEST FROM THE EDGE OF THE TIMBER AND 2 FEET EAST OF A 4 X 4 POST.  A
 BY2249'STANDARD DISK STAMPED D 400 RESET 1956 IN A CONCRETE MONUMENT WHICH
 BY2249'PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1799 ***********************************************************************
 BY1799  DESIGNATION -  D 401
 BY1799  PID         -  BY1799
 BY1799  STATE/COUNTY-  TX/HOUSTON
 BY1799  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1799
 BY1799                         *CURRENT SURVEY CONTROL
 BY1799  ___________________________________________________________________
 BY1799* NAD 83(1986)-  31 27 50.     (N)    095 40 40.     (W)     SCALED    
 BY1799* NAVD 88     -        79.97   (+/-2cm)     262.4    (feet)  VERTCON   
 BY1799  ___________________________________________________________________
 BY1799  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY1799
 BY1799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1799
 BY1799.The horizontal coordinates were scaled from a topographic map and have
 BY1799.an estimated accuracy of +/- 6 seconds.
 BY1799
 BY1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1799.The vertical order pertains to the NGVD 29 superseded value.
 BY1799
 BY1799.The geoid height was determined by GEOID03.
 BY1799
 BY1799;                    North         East    Units  Estimated Accuracy
 BY1799;SPC TX C     - 3,208,490.    1,142,290.      MT  (+/- 180 meters Scaled)
 BY1799
 BY1799                          SUPERSEDED SURVEY CONTROL
 BY1799
 BY1799  NGVD 29 (??/??/92)   79.952  (m)          262.31   (f) ADJ UNCH    2 0
 BY1799
 BY1799.Superseded values are not recommended for survey control.
 BY1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1799.See file dsdata.txt to determine how the superseded data were derived.
 BY1799
 BY1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ455841(NAD 83)
 BY1799_MARKER: DB = BENCH MARK DISK
 BY1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1799_STAMPING: D 401 1947
 BY1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1799+STABILITY: SURFACE MOTION
 BY1799
 BY1799  HISTORY     - Date     Condition        Report By
 BY1799  HISTORY     - 1947     MONUMENTED       CGS
 BY1799
 BY1799                          STATION DESCRIPTION
 BY1799
 BY1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1799'22.8 MI SW FROM ELKHART.
 BY1799'TO REACH FROM THE ELKHART STATE BANK AT ELKHART GO WEST 5.1 MILES
 BY1799'ALONG STATE HIGHWAY NO. 294, THENCE SOUTH 4.6 MILES ALONG A GRADED
 BY1799'DIRT ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE
 BY1799'SOUTHWEST 4.7 MILES ALONG AN ASPHALT ROAD, THENCE SOUTHWEST 1.3 MILES
 BY1799'ALONG A GRADED DIRT ROAD, THENCE WEST 2.2 MILES ALONG A GRADED DIRT
 BY1799'ROAD, THENCE SOUTHEAST 3.5 MILES ALONG A GRADED DIRT ROAD, THENCE
 BY1799'SOUTHWEST 0.3 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 BY1799'MARK IS 112.4 FEET NORTH OF A LONE SIXTEEN INCH OAK TREE, 80.8 FEET
 BY1799'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE, 24.2 FEET EAST OF
 BY1799'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 6.8 FEET NORTH OF
 BY1799'THE NORTH END OF A WIRE GATE, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT
 BY1799'NORTH OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BY1799'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1823 ***********************************************************************
 BY1823  DESIGNATION -  D 402
 BY1823  PID         -  BY1823
 BY1823  STATE/COUNTY-  TX/HOUSTON
 BY1823  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1823
 BY1823                         *CURRENT SURVEY CONTROL
 BY1823  ___________________________________________________________________
 BY1823* NAD 83(1986)-  31 17 48.     (N)    095 32 46.     (W)     SCALED    
 BY1823* NAVD 88     -       120.80   (+/-2cm)     396.3    (feet)  VERTCON   
 BY1823  ___________________________________________________________________
 BY1823  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1823
 BY1823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1823
 BY1823.The horizontal coordinates were scaled from a topographic map and have
 BY1823.an estimated accuracy of +/- 6 seconds.
 BY1823
 BY1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1823.The vertical order pertains to the NGVD 29 superseded value.
 BY1823
 BY1823.The geoid height was determined by GEOID03.
 BY1823
 BY1823;                    North         East    Units  Estimated Accuracy
 BY1823;SPC TX C     - 3,190,500.    1,155,590.      MT  (+/- 180 meters Scaled)
 BY1823
 BY1823                          SUPERSEDED SURVEY CONTROL
 BY1823
 BY1823  NGVD 29 (??/??/92)  120.794  (m)          396.31   (f) ADJ UNCH    2 0
 BY1823
 BY1823.Superseded values are not recommended for survey control.
 BY1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1823.See file dsdata.txt to determine how the superseded data were derived.
 BY1823
 BY1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ576652(NAD 83)
 BY1823_MARKER: DB = BENCH MARK DISK
 BY1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1823_STAMPING: D 402 1947
 BY1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1823+STABILITY: SURFACE MOTION
 BY1823
 BY1823  HISTORY     - Date     Condition        Report By
 BY1823  HISTORY     - 1947     MONUMENTED       CGS
 BY1823
 BY1823                          STATION DESCRIPTION
 BY1823
 BY1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1823'5.7 MI W FROM CROCKETT.
 BY1823'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 4.7 MILES ALONG
 BY1823'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS ABOUT 80 YARDS
 BY1823'NORTHEAST OF A FARM HOUSE, 47.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 BY1823'CENTER LINE OF THE HIGHWAY, 28.6 FEET EAST OF THE CENTER LINE OF A
 BY1823'FARM DRIVE, 18.0 FEET EAST OF A FENCE CORNER, 2.0 FEET NORTH OF A
 BY1823'FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY1823'MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1832 ***********************************************************************
 BY1832  DESIGNATION -  D 403
 BY1832  PID         -  BY1832
 BY1832  STATE/COUNTY-  TX/LEON
 BY1832  USGS QUAD   -  HALLS BLUFF (1972)
 BY1832
 BY1832                         *CURRENT SURVEY CONTROL
 BY1832  ___________________________________________________________________
 BY1832* NAD 83(1986)-  31 20 12.     (N)    095 40 13.     (W)     SCALED    
 BY1832* NAVD 88     -        57.43   (+/-2cm)     188.4    (feet)  VERTCON   
 BY1832  ___________________________________________________________________
 BY1832  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY1832
 BY1832  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1832
 BY1832.The horizontal coordinates were scaled from a topographic map and have
 BY1832.an estimated accuracy of +/- 6 seconds.
 BY1832
 BY1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1832.The vertical order pertains to the NGVD 29 superseded value.
 BY1832
 BY1832.The geoid height was determined by GEOID03.
 BY1832
 BY1832;                    North         East    Units  Estimated Accuracy
 BY1832;SPC TX C     - 3,194,430.    1,143,600.      MT  (+/- 180 meters Scaled)
 BY1832
 BY1832                          SUPERSEDED SURVEY CONTROL
 BY1832
 BY1832  NGVD 29 (??/??/92)   57.424  (m)          188.40   (f) ADJ UNCH    2 0
 BY1832
 BY1832.Superseded values are not recommended for survey control.
 BY1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1832.See file dsdata.txt to determine how the superseded data were derived.
 BY1832
 BY1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ459699(NAD 83)
 BY1832_MARKER: DB = BENCH MARK DISK
 BY1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1832_STAMPING: D 403 1947
 BY1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1832+STABILITY: SURFACE MOTION
 BY1832
 BY1832  HISTORY     - Date     Condition        Report By
 BY1832  HISTORY     - 1947     MONUMENTED       CGS
 BY1832  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1832
 BY1832                          STATION DESCRIPTION
 BY1832
 BY1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1832'14.7 MI W FROM CROCKETT.
 BY1832'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 14.7 MILES ALONG
 BY1832'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS ABOUT 0.2 MILE EAST
 BY1832'OF A WOODEN BRIDGE, 122.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 BY1832'CENTER LINE OF THE HIGHWAY, 20.6 FEET EAST OF THE EAST END OF A WIRE
 BY1832'GATE, 1.0 FOOT NORTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4 IN.
 BY1832'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1832'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY1832
 BY1832                          STATION RECOVERY (1964)
 BY1832
 BY1832'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2190 ***********************************************************************
 BY2190  DESIGNATION -  D 405
 BY2190  PID         -  BY2190
 BY2190  STATE/COUNTY-  TX/LEON
 BY2190  USGS QUAD   -  OAKWOOD (1964)
 BY2190
 BY2190                         *CURRENT SURVEY CONTROL
 BY2190  ___________________________________________________________________
 BY2190* NAD 83(1986)-  31 32 05.     (N)    095 47 34.     (W)     SCALED    
 BY2190* NAVD 88     -        92.50   (+/-2cm)     303.5    (feet)  VERTCON   
 BY2190  ___________________________________________________________________
 BY2190  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BY2190
 BY2190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2190
 BY2190.The horizontal coordinates were scaled from a topographic map and have
 BY2190.an estimated accuracy of +/- 6 seconds.
 BY2190
 BY2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2190.The vertical order pertains to the NGVD 29 superseded value.
 BY2190
 BY2190.The geoid height was determined by GEOID03.
 BY2190
 BY2190;                    North         East    Units  Estimated Accuracy
 BY2190;SPC TX C     - 3,215,890.    1,131,050.      MT  (+/- 180 meters Scaled)
 BY2190
 BY2190                          SUPERSEDED SURVEY CONTROL
 BY2190
 BY2190  NGVD 29 (??/??/92)   92.474  (m)          303.39   (f) ADJ UNCH    2 0
 BY2190
 BY2190.Superseded values are not recommended for survey control.
 BY2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2190.See file dsdata.txt to determine how the superseded data were derived.
 BY2190
 BY2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ348922(NAD 83)
 BY2190_MARKER: DB = BENCH MARK DISK
 BY2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2190_STAMPING: D 405 1947
 BY2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2190+STABILITY: SURFACE MOTION
 BY2190
 BY2190  HISTORY     - Date     Condition        Report By
 BY2190  HISTORY     - 1947     MONUMENTED       CGS
 BY2190  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY2190
 BY2190                          STATION DESCRIPTION
 BY2190
 BY2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2190'5.5 MI SE FROM OAKWOOD.
 BY2190'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY2190'OAKWOOD GO EAST 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE
 BY2190'SOUTHEASTERLY 5.4 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY2190'BENCH MARK IS ABOUT 70 YARDS SOUTHEAST OF THE SOUTHEAST SIDE OF A
 BY2190'BOARD CORRAL, ABOUT 46 YARDS NORTHWEST OF A SIXTEEN INCH OAK TREE,
 BY2190'46.0 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 BY2190'ROAD, 1.0 FOOT SOUTHWEST OF A FENCE AND 2.0 FEET NORTHWEST OF A 4 X 4
 BY2190'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY2190'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.  NOTE-- ROAD
 BY2190'ALIGNMENT HAS BEEN CHANGED.
 BY2190
 BY2190                          STATION RECOVERY (1964)
 BY2190
 BY2190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY2190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1439 ***********************************************************************
 BY1439  DESIGNATION -  D 406
 BY1439  PID         -  BY1439
 BY1439  STATE/COUNTY-  TX/HOUSTON
 BY1439  USGS QUAD   -  GRAPELAND (1951)
 BY1439
 BY1439                         *CURRENT SURVEY CONTROL
 BY1439  ___________________________________________________________________
 BY1439* NAD 83(1986)-  31 29 06.     (N)    095 29 34.     (W)     SCALED    
 BY1439* NAVD 88     -       131.55   (+/-2cm)     431.6    (feet)  VERTCON   
 BY1439  ___________________________________________________________________
 BY1439  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BY1439
 BY1439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1439
 BY1439.The horizontal coordinates were scaled from a topographic map and have
 BY1439.an estimated accuracy of +/- 6 seconds.
 BY1439
 BY1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1439.The vertical order pertains to the NGVD 29 superseded value.
 BY1439
 BY1439.The geoid height was determined by GEOID03.
 BY1439
 BY1439;                    North         East    Units  Estimated Accuracy
 BY1439;SPC TX C     - 3,211,580.    1,159,750.      MT  (+/- 180 meters Scaled)
 BY1439
 BY1439                          SUPERSEDED SURVEY CONTROL
 BY1439
 BY1439  NGVD 29 (??/??/92)  131.543  (m)          431.57   (f) ADJ UNCH    2 0
 BY1439
 BY1439.Superseded values are not recommended for survey control.
 BY1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1439.See file dsdata.txt to determine how the superseded data were derived.
 BY1439
 BY1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ632860(NAD 83)
 BY1439_MARKER: DB = BENCH MARK DISK
 BY1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1439_STAMPING: D 406 1947
 BY1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1439+STABILITY: SURFACE MOTION
 BY1439
 BY1439  HISTORY     - Date     Condition        Report By
 BY1439  HISTORY     - 1947     MONUMENTED       CGS
 BY1439  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1439
 BY1439                          STATION DESCRIPTION
 BY1439
 BY1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1439'1.0 MI SW FROM GRAPELAND.
 BY1439'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1439'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY 1.0
 BY1439'MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 110.5
 BY1439'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 41.6 FEET
 BY1439'SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 29.0
 BY1439'FEET EAST OF AN EIGHTEEN INCH OAK TREE, 23.9 FEET NORTHWEST OF A
 BY1439'R.E.A. POWER POLE, 1.5 FEET NORTHEAST OF A FENCE AND 1.5 FEET
 BY1439'SOUTHEAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BY1439'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BY1439
 BY1439                          STATION RECOVERY (1980)
 BY1439
 BY1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2206 ***********************************************************************
 BY2206  DESIGNATION -  D 407
 BY2206  PID         -  BY2206
 BY2206  STATE/COUNTY-  TX/HOUSTON
 BY2206  USGS QUAD   -  INDIAN LAKE (1982)
 BY2206
 BY2206                         *CURRENT SURVEY CONTROL
 BY2206  ___________________________________________________________________
 BY2206* NAD 83(1986)-  31 31 34.     (N)    095 38 14.     (W)     SCALED    
 BY2206* NAVD 88     -       123.91   (+/-2cm)     406.5    (feet)  VERTCON   
 BY2206  ___________________________________________________________________
 BY2206  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY2206
 BY2206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2206
 BY2206.The horizontal coordinates were scaled from a topographic map and have
 BY2206.an estimated accuracy of +/- 6 seconds.
 BY2206
 BY2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2206.The vertical order pertains to the NGVD 29 superseded value.
 BY2206
 BY2206.The geoid height was determined by GEOID03.
 BY2206
 BY2206;                    North         East    Units  Estimated Accuracy
 BY2206;SPC TX C     - 3,215,550.    1,145,850.      MT  (+/- 180 meters Scaled)
 BY2206
 BY2206                          SUPERSEDED SURVEY CONTROL
 BY2206
 BY2206  NGVD 29 (??/??/92)  123.892  (m)          406.47   (f) ADJ UNCH    2 0
 BY2206
 BY2206.Superseded values are not recommended for survey control.
 BY2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2206.See file dsdata.txt to determine how the superseded data were derived.
 BY2206
 BY2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ495909(NAD 83)
 BY2206_MARKER: DB = BENCH MARK DISK
 BY2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2206_STAMPING: D 407 1947
 BY2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2206+STABILITY: SURFACE MOTION
 BY2206
 BY2206  HISTORY     - Date     Condition        Report By
 BY2206  HISTORY     - 1947     MONUMENTED       CGS
 BY2206  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2206
 BY2206                          STATION DESCRIPTION
 BY2206
 BY2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2206'11.2 MI W FROM GRAPELAND.
 BY2206'TO REACH FROM THE GRAPELAND HIGH SCHOOL AT GRAPELAND GO WEST 1 BLOCK
 BY2206'ALONG A GRAVELED ROAD, THENCE NORTH 1.1 MILES ALONG A GRADED DIRT
 BY2206'ROAD, THENCE WESTERLY 10.1 MILES ALONG A GRADED DIRT ROAD TO SITE OF
 BY2206'MARK, BENCH MARK IS 24.6 FEET SOUTH OF AND ABOUT 1.0 FOOT HIGHER THAN
 BY2206'THE CENTER LINE OF THE ROAD, 12.0 FEET EAST OF A TEN INCH OAK TREE,
 BY2206'3.0 FEET SOUTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER
 BY2206'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY2206'ABOUT 1 INCH BELOW GROUND.
 BY2206
 BY2206                          STATION RECOVERY (1977)
 BY2206
 BY2206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0495 ***********************************************************************
 CS0495  DESIGNATION -  D 408
 CS0495  PID         -  CS0495
 CS0495  STATE/COUNTY-  TX/NAVARRO
 CS0495  USGS QUAD   -  KERENS (1981)
 CS0495
 CS0495                         *CURRENT SURVEY CONTROL
 CS0495  ___________________________________________________________________
 CS0495* NAD 83(1986)-  32 14 45.     (N)    096 14 44.     (W)     SCALED    
 CS0495* NAVD 88     -        88.689  (meters)     290.97   (feet)  ADJUSTED  
 CS0495  ___________________________________________________________________
 CS0495  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0495  DYNAMIC HT  -          88.588 (meters)     290.64  (feet)  COMP
 CS0495  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 CS0495
 CS0495  VERT ORDER  -  SECOND    CLASS 0
 CS0495
 CS0495.The horizontal coordinates were scaled from a topographic map and have
 CS0495.an estimated accuracy of +/- 6 seconds.
 CS0495
 CS0495.The orthometric height was determined by differential leveling
 CS0495.and adjusted by the National Geodetic Survey in June 1991..
 CS0495
 CS0495.The geoid height was determined by GEOID03.
 CS0495
 CS0495.The dynamic height is computed by dividing the NAVD 88
 CS0495.geopotential number by the normal gravity value computed on the
 CS0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0495.degrees latitude (g = 980.6199 gals.).
 CS0495
 CS0495.The modeled gravity was interpolated from observed gravity values.
 CS0495
 CS0495;                    North         East    Units  Estimated Accuracy
 CS0495;SPC TXNC     - 2,066,510.      812,440.      MT  (+/- 180 meters Scaled)
 CS0495
 CS0495                          SUPERSEDED SURVEY CONTROL
 CS0495
 CS0495  NGVD 29 (??/??/92)   88.696  (m)          291.00   (f) ADJ UNCH    2 0
 CS0495
 CS0495.Superseded values are not recommended for survey control.
 CS0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0495.See file dsdata.txt to determine how the superseded data were derived.
 CS0495
 CS0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA595710(NAD 83)
 CS0495_MARKER: DB = BENCH MARK DISK
 CS0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0495_STAMPING: D 408 1947
 CS0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0495+STABILITY: SURFACE MOTION
 CS0495
 CS0495  HISTORY     - Date     Condition        Report By
 CS0495  HISTORY     - 1947     MONUMENTED       CGS
 CS0495  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 CS0495
 CS0495                          STATION DESCRIPTION
 CS0495
 CS0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0495'8.65 MI NE FROM BAZETTE.
 CS0495'TO REACH FROM THE BAZETTE SCHOOL AT BAZETTE, PROCEED 1.1 MILE
 CS0495'SOUTHWEST AND 2.4 MILES NORTHWEST ALONG THE BAZETTE-MONTFORT ROAD TO A
 CS0495'DIRT ROAD LEADING NORTHEAST, THENCE 3.0 MILES NORTHEAST, 0.25 MILE
 CS0495'SOUTHEAST AND 0.8 MILE NORTHEAST ALONG A DIRT ROAD TO THE END OF THE
 CS0495'ROAD AND THE BEGINNING OF A PRIVATE ONE TRACK DIRT ROAD LEADING NORTH
 CS0495'TO THE TOPAZ OIL COMPANY OIL WELLS, THENCE 1.1 MILE NORTH ALONG A
 CS0495'PRIVATE ROAD TO A SINGLE OIL WELL, BENCH MARK IS 210.0 FEET NORTHEAST
 CS0495'OF AND ACROSS THE ROAD FROM THE NEAREST OIL STORAGE TANK, 135.0 FEET
 CS0495'WEST OF THE STEEL CASING OF AN OIL WELL, 41.3 FEET SOUTHEAST OF AND
 CS0495'ACROSS THE ROAD FROM A TRIANGULAR BLAZE ON AN 18-INCH ELM TREE, 16.5
 CS0495'FEET EAST OF THE CENTER OF THE ROAD, 3.0 FEET NORTH OF A REFERENCE
 CS0495'POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 CS0495'PROJECTING 0.4 FOOT.
 CS0495
 CS0495                          STATION RECOVERY (1972)
 CS0495
 CS0495'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CS0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0285 ***********************************************************************
 BZ0285  DESIGNATION -  D 409
 BZ0285  PID         -  BZ0285
 BZ0285  STATE/COUNTY-  TX/NAVARRO
 BZ0285  USGS QUAD   -  WINKLER (1982)
 BZ0285
 BZ0285                         *CURRENT SURVEY CONTROL
 BZ0285  ___________________________________________________________________
 BZ0285* NAD 83(1986)-  31 59 34.     (N)    096 11 50.     (W)     SCALED    
 BZ0285* NAVD 88     -        87.703  (meters)     287.74   (feet)  ADJUSTED  
 BZ0285  ___________________________________________________________________
 BZ0285  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0285  DYNAMIC HT  -          87.601 (meters)     287.40  (feet)  COMP
 BZ0285  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 BZ0285
 BZ0285  VERT ORDER  -  SECOND    CLASS 0
 BZ0285
 BZ0285.The horizontal coordinates were scaled from a topographic map and have
 BZ0285.an estimated accuracy of +/- 6 seconds.
 BZ0285
 BZ0285.The orthometric height was determined by differential leveling
 BZ0285.and adjusted by the National Geodetic Survey in June 1991..
 BZ0285
 BZ0285.The geoid height was determined by GEOID03.
 BZ0285
 BZ0285.The dynamic height is computed by dividing the NAVD 88
 BZ0285.geopotential number by the normal gravity value computed on the
 BZ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0285.degrees latitude (g = 980.6199 gals.).
 BZ0285
 BZ0285.The modeled gravity was interpolated from observed gravity values.
 BZ0285
 BZ0285;                    North         East    Units  Estimated Accuracy
 BZ0285;SPC TXNC     - 2,038,550.      817,610.      MT  (+/- 180 meters Scaled)
 BZ0285
 BZ0285                          SUPERSEDED SURVEY CONTROL
 BZ0285
 BZ0285  NGVD 29 (??/??/92)   87.701  (m)          287.73   (f) ADJ UNCH    2 0
 BZ0285
 BZ0285.Superseded values are not recommended for survey control.
 BZ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0285.See file dsdata.txt to determine how the superseded data were derived.
 BZ0285
 BZ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA648430(NAD 83)
 BZ0285_MARKER: DB = BENCH MARK DISK
 BZ0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0285_SP_SET: BRIDGE ABUTMENT
 BZ0285_STAMPING: D 409 1947
 BZ0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0285
 BZ0285  HISTORY     - Date     Condition        Report By
 BZ0285  HISTORY     - 1947     MONUMENTED       CGS
 BZ0285
 BZ0285                          STATION DESCRIPTION
 BZ0285
 BZ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0285'13.3 MI W FROM CAYUGA.
 BZ0285'13.3 MILES WEST ALONG U.S. HIGHWAY NO.287 FROM THE POST OFFICE AT
 BZ0285'CAYUGA, AT THE EAST END OF A LONG CONCRETE BRIDGE OVER CHAMBERS CREEK,
 BZ0285'14.6 FEET SOUTH OF THE CENTER OF THE HIGHWAY, SET IN TOP OF THE SOUTH
 BZ0285'END OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE, ABOUT THE SAME
 BZ0285'ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0482 ***********************************************************************
 AN0482  DESIGNATION -  D 41
 AN0482  PID         -  AN0482
 AN0482  STATE/COUNTY-  TX/VICTORIA
 AN0482  USGS QUAD   -  PLACEDO (1995)
 AN0482
 AN0482                         *CURRENT SURVEY CONTROL
 AN0482  ___________________________________________________________________
 AN0482* NAD 83(1986)-  28 41 41.     (N)    096 49 27.     (W)     SCALED    
 AN0482* NAVD 88     -        15.308  (meters)      50.22   (feet)  ADJUSTED  
 AN0482  ___________________________________________________________________
 AN0482  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0482  DYNAMIC HT  -          15.286 (meters)      50.15  (feet)  COMP
 AN0482  MODELED GRAV-     979,192.3   (mgal)                       NAVD 88
 AN0482
 AN0482  VERT ORDER  -  FIRST     CLASS I
 AN0482
 AN0482.The horizontal coordinates were scaled from a topographic map and have
 AN0482.an estimated accuracy of +/- 6 seconds.
 AN0482
 AN0482.The orthometric height was determined by differential leveling
 AN0482.and adjusted by the National Geodetic Survey in June 1991..
 AN0482
 AN0482.The geoid height was determined by GEOID03.
 AN0482
 AN0482.The dynamic height is computed by dividing the NAVD 88
 AN0482.geopotential number by the normal gravity value computed on the
 AN0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0482.degrees latitude (g = 980.6199 gals.).
 AN0482
 AN0482.The modeled gravity was interpolated from observed gravity values.
 AN0482
 AN0482;                    North         East    Units  Estimated Accuracy
 AN0482;SPC TXSC     - 4,097,440.      812,600.      MT  (+/- 180 meters Scaled)
 AN0482
 AN0482                          SUPERSEDED SURVEY CONTROL
 AN0482
 AN0482  NGVD 29 (??/??/92)   15.431  (m)           50.63   (f) ADJ UNCH    1 1
 AN0482
 AN0482.Superseded values are not recommended for survey control.
 AN0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0482.See file dsdata.txt to determine how the superseded data were derived.
 AN0482
 AN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS125761(NAD 83)
 AN0482_MARKER: DB = BENCH MARK DISK
 AN0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0482_STAMPING: D 41 1918 ELEV 50.96 FT
 AN0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0482+STABILITY: SURFACE MOTION
 AN0482
 AN0482  HISTORY     - Date     Condition        Report By
 AN0482  HISTORY     - 1918     MONUMENTED       CGS
 AN0482  HISTORY     - 1972     GOOD             NGS
 AN0482  HISTORY     - 1973     GOOD             NGS
 AN0482  HISTORY     - 1978     GOOD             NGS
 AN0482
 AN0482                          STATION DESCRIPTION
 AN0482
 AN0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0482'0.5 MI NE FROM PLACEDO.
 AN0482'ABOUT 0.5 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0482'CROSSING OF U.S. HIGHWAY 87 AT PLACEDO, 60 FEET NORTHWEST OF THE
 AN0482'NORTHWEST RAIL OF THE MAIN TRACK, 151.7 FEET NORTH-NORTHEAST OF A
 AN0482'BATTERY BOX, 55 FEET NORTH OF TELEPHONE POLE NUMBER 29M, 127 FEET
 AN0482'SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 1.0 FOOT NORTHWEST OF
 AN0482'A METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACKS,
 AN0482'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 AN0482
 AN0482                          STATION RECOVERY (1973)
 AN0482
 AN0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0482'RECOVERED IN GOOD CONDITION.
 AN0482
 AN0482                          STATION RECOVERY (1978)
 AN0482
 AN0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0334 ***********************************************************************
 BZ0334  DESIGNATION -  D 410
 BZ0334  PID         -  BZ0334
 BZ0334  STATE/COUNTY-  TX/FREESTONE
 BZ0334  USGS QUAD   -  YOUNG (1982)
 BZ0334
 BZ0334                         *CURRENT SURVEY CONTROL
 BZ0334  ___________________________________________________________________
 BZ0334* NAD 83(1986)-  31 49 27.     (N)    096 03 37.     (W)     SCALED    
 BZ0334* NAVD 88     -        98.694  (meters)     323.80   (feet)  ADJUSTED  
 BZ0334  ___________________________________________________________________
 BZ0334  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BZ0334  DYNAMIC HT  -          98.577 (meters)     323.41  (feet)  COMP
 BZ0334  MODELED GRAV-     979,451.3   (mgal)                       NAVD 88
 BZ0334
 BZ0334  VERT ORDER  -  SECOND    CLASS 0
 BZ0334
 BZ0334.The horizontal coordinates were scaled from a topographic map and have
 BZ0334.an estimated accuracy of +/- 6 seconds.
 BZ0334
 BZ0334.The orthometric height was determined by differential leveling
 BZ0334.and adjusted by the National Geodetic Survey in June 1991..
 BZ0334
 BZ0334.The geoid height was determined by GEOID03.
 BZ0334
 BZ0334.The dynamic height is computed by dividing the NAVD 88
 BZ0334.geopotential number by the normal gravity value computed on the
 BZ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0334.degrees latitude (g = 980.6199 gals.).
 BZ0334
 BZ0334.The modeled gravity was interpolated from observed gravity values.
 BZ0334
 BZ0334;                    North         East    Units  Estimated Accuracy
 BZ0334;SPC TX C     - 3,246,950.    1,104,440.      MT  (+/- 180 meters Scaled)
 BZ0334
 BZ0334                          SUPERSEDED SURVEY CONTROL
 BZ0334
 BZ0334  NGVD 29 (??/??/92)   98.685  (m)          323.77   (f) ADJ UNCH    2 0
 BZ0334
 BZ0334.Superseded values are not recommended for survey control.
 BZ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0334.See file dsdata.txt to determine how the superseded data were derived.
 BZ0334
 BZ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA782247(NAD 83)
 BZ0334_MARKER: DB = BENCH MARK DISK
 BZ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0334_STAMPING: D 410 1947
 BZ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0334+STABILITY: SURFACE MOTION
 BZ0334
 BZ0334  HISTORY     - Date     Condition        Report By
 BZ0334  HISTORY     - 1947     MONUMENTED       CGS
 BZ0334  HISTORY     - 1968     GOOD             NGS
 BZ0334
 BZ0334                          STATION DESCRIPTION
 BZ0334
 BZ0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BZ0334'1.9 MI S FROM YOUNG.
 BZ0334'ABOUT 1.9 MILE SOUTH ALONG A DIRT ROAD FROM THE GENERL STORE AT YOUNG,
 BZ0334'IN THE NORTHWEST ANGLE OF A CROSSROAD, 44.0 FEET NORTH OF THE CENTER
 BZ0334'LINE OF FARM ROAD 2570, 41.0 FEET WEST OF A NORTH-SOUTH ROAD, ABOUT
 BZ0334'MIDWAY BETWEEN TWO LARGE OAK TREES, 1 FOOT SOUTH OF A FENCE LINE AND A
 BZ0334'METAL WITNESS POST.  A C AND GS BENCH MARK DISK SET IN A CONCRETE POST
 BZ0334'FLUSH WITH THE SURFACE OF GROUND.  NOTE -- ABOUT 0.15 MILE EAST ALONG
 BZ0334'U.S. HIGHWAY 84 FROM THE COURTHOUSE IN FAIRFIELD, THENCE 1.8 MILES
 BZ0334'NORTHEAST ALONG FARM ROAD 488, THENCE 6.3 MILES NORTHEAST ALONG FARM
 BZ0334'ROAD 1124, THENCE 1.8 MILES TO SITE OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0993 ***********************************************************************
 CS0993  DESIGNATION -  D 411
 CS0993  PID         -  CS0993
 CS0993  STATE/COUNTY-  TX/DALLAS
 CS0993  USGS QUAD   -  IRVING (1981)
 CS0993
 CS0993                         *CURRENT SURVEY CONTROL
 CS0993  ___________________________________________________________________
 CS0993* NAD 83(1986)-  32 45 57.     (N)    096 54 54.     (W)     SCALED    
 CS0993* NAVD 88     -       133.692  (meters)     438.62   (feet)  ADJUSTED  
 CS0993  ___________________________________________________________________
 CS0993  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CS0993  DYNAMIC HT  -         133.538 (meters)     438.12  (feet)  COMP
 CS0993  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 CS0993
 CS0993  VERT ORDER  -  FIRST     CLASS II
 CS0993
 CS0993.The horizontal coordinates were scaled from a topographic map and have
 CS0993.an estimated accuracy of +/- 6 seconds.
 CS0993
 CS0993.The orthometric height was determined by differential leveling
 CS0993.and adjusted by the National Geodetic Survey in June 1991..
 CS0993.WARNING-Repeat measurements at this control monument indicate possible
 CS0993.vertical movement.
 CS0993
 CS0993.The geoid height was determined by GEOID03.
 CS0993
 CS0993.The dynamic height is computed by dividing the NAVD 88
 CS0993.geopotential number by the normal gravity value computed on the
 CS0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0993.degrees latitude (g = 980.6199 gals.).
 CS0993
 CS0993.The modeled gravity was interpolated from observed gravity values.
 CS0993
 CS0993;                    North         East    Units  Estimated Accuracy
 CS0993;SPC TXNC     - 2,123,010.      748,490.      MT  (+/- 180 meters Scaled)
 CS0993
 CS0993                          SUPERSEDED SURVEY CONTROL
 CS0993
 CS0993  NGVD 29 (??/??/92)  133.710  (m)          438.68   (f) ADJ UNCH    1 2
 CS0993
 CS0993.Superseded values are not recommended for survey control.
 CS0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0993.See file dsdata.txt to determine how the superseded data were derived.
 CS0993
 CS0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB953272(NAD 83)
 CS0993_MARKER: DB = BENCH MARK DISK
 CS0993_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0993_SP_SET: UNDERPASS
 CS0993_STAMPING: D 411 1947
 CS0993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0993
 CS0993  HISTORY     - Date     Condition        Report By
 CS0993  HISTORY     - 1947     MONUMENTED       CGS
 CS0993  HISTORY     - 1958     GOOD             NGS
 CS0993  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0993
 CS0993                          STATION DESCRIPTION
 CS0993
 CS0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS0993'0.8 MI W FROM EAGLE FORD.
 CS0993'ABOUT 0.8 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS0993'STATION AT EAGLE FORD, 1 POLE EAST OF MILEPOST 221, IN THE TOP OF THE
 CS0993'SOUTHWEST WING WALL OF THE LOOP 12 UNDERPASS, 6 1/2 FEET SOUTH OF THE
 CS0993'SOUTH RAIL, AND ABOUT LEVEL WITH THE TRACKS.
 CS0993
 CS0993                          STATION RECOVERY (1986)
 CS0993
 CS0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3390 ***********************************************************************
 CS3390  DESIGNATION -  D 411 RESET
 CS3390  PID         -  CS3390
 CS3390  STATE/COUNTY-  TX/DALLAS
 CS3390  USGS QUAD   -  IRVING (1981)
 CS3390
 CS3390                         *CURRENT SURVEY CONTROL
 CS3390  ___________________________________________________________________
 CS3390* NAD 83(1986)-  32 45 57.     (N)    096 54 54.     (W)     SCALED    
 CS3390* NAVD 88     -       142.12   (meters)     466.3    (feet)  RESET     
 CS3390  ___________________________________________________________________
 CS3390  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CS3390
 CS3390  VERT ORDER  -  THIRD
 CS3390
 CS3390.The horizontal coordinates were scaled from a topographic map and have
 CS3390.an estimated accuracy of +/- 6 seconds.
 CS3390
 CS3390.The orthometric height was computed from unverified reset data.
 CS3390.No vertical observational check was made to the station.
 CS3390
 CS3390.The geoid height was determined by GEOID03.
 CS3390
 CS3390;                    North         East    Units  Estimated Accuracy
 CS3390;SPC TXNC     - 2,123,010.      748,490.      MT  (+/- 180 meters Scaled)
 CS3390
 CS3390                          SUPERSEDED SURVEY CONTROL
 CS3390
 CS3390  NGVD 29 (01/29/03)  142.14   (m)          466.3    (f) RESET       3  
 CS3390
 CS3390.Superseded values are not recommended for survey control.
 CS3390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3390.See file dsdata.txt to determine how the superseded data were derived.
 CS3390
 CS3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB953272(NAD 83)
 CS3390_MARKER: DB = BENCH MARK DISK
 CS3390_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS3390_SP_SET: BRIDGE ABUTMENT
 CS3390_STAMPING: D 411 RESET 1978
 CS3390_MARK LOGO: NGS   
 CS3390_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3390
 CS3390  HISTORY     - Date     Condition        Report By
 CS3390  HISTORY     - 1978     MONUMENTED       NGS
 CS3390
 CS3390                          STATION DESCRIPTION
 CS3390
 CS3390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 CS3390'LOCATED AT THE WEST END OF THE SOUTH ABUTMENT OF THE OVER PASS OF I.S.
 CS3390'20 (OLD DALLAS-FORT WORTH TURNPIKE) AND LOOP 12, ALL SO I.S. 20
 CS3390'OVERPASS OF TEXAS AND PACIFIC RAILROAD. ABUTMENT IS THE SOUTH ONE OF
 CS3390'THE EAST BOUND TRAFFIC LANE OF I.S. 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1161 ***********************************************************************
 CS1161  DESIGNATION -  D 412
 CS1161  PID         -  CS1161
 CS1161  STATE/COUNTY-  TX/DALLAS
 CS1161  USGS QUAD   -  HUTCHINS (1973)
 CS1161
 CS1161                         *CURRENT SURVEY CONTROL
 CS1161  ___________________________________________________________________
 CS1161* NAD 83(1986)-  32 39 50.     (N)    096 44 29.     (W)     SCALED    
 CS1161* NAVD 88     -       130.964  (meters)     429.67   (feet)  ADJUSTED  
 CS1161  ___________________________________________________________________
 CS1161  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CS1161  DYNAMIC HT  -         130.814 (meters)     429.18  (feet)  COMP
 CS1161  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 CS1161
 CS1161  VERT ORDER  -  FIRST     CLASS II
 CS1161
 CS1161.The horizontal coordinates were scaled from a topographic map and have
 CS1161.an estimated accuracy of +/- 6 seconds.
 CS1161
 CS1161.The orthometric height was determined by differential leveling
 CS1161.and adjusted by the National Geodetic Survey in June 1991..
 CS1161
 CS1161.The geoid height was determined by GEOID03.
 CS1161
 CS1161.The dynamic height is computed by dividing the NAVD 88
 CS1161.geopotential number by the normal gravity value computed on the
 CS1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1161.degrees latitude (g = 980.6199 gals.).
 CS1161
 CS1161.The modeled gravity was interpolated from observed gravity values.
 CS1161
 CS1161;                    North         East    Units  Estimated Accuracy
 CS1161;SPC TXNC     - 2,111,960.      764,940.      MT  (+/- 180 meters Scaled)
 CS1161
 CS1161                          SUPERSEDED SURVEY CONTROL
 CS1161
 CS1161  NGVD 29 (??/??/92)  130.977  (m)          429.71   (f) ADJ UNCH    1 2
 CS1161
 CS1161.Superseded values are not recommended for survey control.
 CS1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1161.See file dsdata.txt to determine how the superseded data were derived.
 CS1161
 CS1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB118162(NAD 83)
 CS1161_MARKER: DB = BENCH MARK DISK
 CS1161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1161_SP_SET: CULVERT
 CS1161_STAMPING: D 412 1947
 CS1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1161
 CS1161  HISTORY     - Date     Condition        Report By
 CS1161  HISTORY     - 1947     MONUMENTED       CGS
 CS1161  HISTORY     - 1958     GOOD             NGS
 CS1161  HISTORY     - 20030512 GOOD             TX1730
 CS1161
 CS1161                          STATION DESCRIPTION
 CS1161
 CS1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1161'4.9 MI N FROM LANCASTER.
 CS1161'ABOUT 4.9 MILES NORTH ALONG THE M.K.T.R.R. FROM THE DEPOT IN
 CS1161'LANCASTER, ABOUT 50 YARDS EAST OF THE JUNCTION OF CEDARDALE DRIVE AND
 CS1161'J.J. LEMMON DRIVE, ABOUT 75 YARDS NORTHEAST OF THE CROSSING OF J.J.
 CS1161'LEMMON DRIVE AND THE TRACKS, AND ABOUT 3 FEET LOWER THAN THE TRACKS.
 CS1161'IT IS ABOUT 2 MILES NORTHWEST OF THE CENTER OF HUTCHINS AND 1 MILE
 CS1161'WEST OF HIGHWAY NO. 75.  A STANDARD DISK IN A RAILROAD CULVERT
 CS1161'HEADWALL, 12 FEET WEST OF THE CENTER OF THE TRACKS AND IN THE TOP OF
 CS1161'THE SOUTH END OF THE WEST HEADWALL.  TO REACH FROM HUTCHINS.  GO WEST
 CS1161'ON LANGDON ROAD FROM HIGHWAY NO. 75 AT THE NORTHWEST EDGE OF HUTCHINS,
 CS1161'0.5 MILE.  THEN TURN RIGHT AND GO NORTHWEST ON J.J. LEMMON ABOUT 1.0
 CS1161'MILE TO THE RAILROAD CROSSING AND THE MARK AS DESCRIBED.
 CS1161
 CS1161                          STATION RECOVERY (2003)
 CS1161
 CS1161'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0207 ***********************************************************************
 BZ0207  DESIGNATION -  D 413
 BZ0207  PID         -  BZ0207
 BZ0207  STATE/COUNTY-  TX/FREESTONE
 BZ0207  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0207
 BZ0207                         *CURRENT SURVEY CONTROL
 BZ0207  ___________________________________________________________________
 BZ0207* NAD 83(1986)-  31 48 37.     (N)    096 14 43.     (W)     SCALED    
 BZ0207* NAVD 88     -       111.490  (meters)     365.78   (feet)  ADJUSTED  
 BZ0207  ___________________________________________________________________
 BZ0207  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ0207  DYNAMIC HT  -         111.358 (meters)     365.35  (feet)  COMP
 BZ0207  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 BZ0207
 BZ0207  VERT ORDER  -  SECOND    CLASS 0
 BZ0207
 BZ0207.The horizontal coordinates were scaled from a topographic map and have
 BZ0207.an estimated accuracy of +/- 6 seconds.
 BZ0207
 BZ0207.The orthometric height was determined by differential leveling
 BZ0207.and adjusted by the National Geodetic Survey in June 1991..
 BZ0207
 BZ0207.The geoid height was determined by GEOID03.
 BZ0207
 BZ0207.The dynamic height is computed by dividing the NAVD 88
 BZ0207.geopotential number by the normal gravity value computed on the
 BZ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0207.degrees latitude (g = 980.6199 gals.).
 BZ0207
 BZ0207.The modeled gravity was interpolated from observed gravity values.
 BZ0207
 BZ0207;                    North         East    Units  Estimated Accuracy
 BZ0207;SPC TX C     - 3,244,750.    1,086,990.      MT  (+/- 180 meters Scaled)
 BZ0207
 BZ0207                          SUPERSEDED SURVEY CONTROL
 BZ0207
 BZ0207  NGVD 29 (??/??/92)  111.478  (m)          365.74   (f) ADJ UNCH    2 0
 BZ0207
 BZ0207.Superseded values are not recommended for survey control.
 BZ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0207.See file dsdata.txt to determine how the superseded data were derived.
 BZ0207
 BZ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA607227(NAD 83)
 BZ0207_MARKER: DB = BENCH MARK DISK
 BZ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0207_STAMPING: D 413 1947
 BZ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0207+STABILITY: SURFACE MOTION
 BZ0207
 BZ0207  HISTORY     - Date     Condition        Report By
 BZ0207  HISTORY     - 1947     MONUMENTED       CGS
 BZ0207
 BZ0207                          STATION DESCRIPTION
 BZ0207
 BZ0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0207'7.7 MI NW FROM FAIRFIELD.
 BZ0207'7.7 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF
 BZ0207'U.S. HIGHWAY NO. 75 AND U.S. HIGHWAY NO. 84 AT FAIRFIELD, 67.0 FEET
 BZ0207'NORTHWEST OF THE CENTER OF A DIRT ROAD LEADING NORTHEAST TO STEWARDS
 BZ0207'MILL, 48.0 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 19.5 FEET
 BZ0207'NORTHWEST OF A 2-FOOT OAK TREE WHICH IS BEING USED FOR A FENCE CORNER
 BZ0207'POST, 3.0 FEET NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST
 BZ0207'ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.2 FOOT.
 BZ0207'NOTE-- THIS BENCH MARK IS ALSO 2.8 MILES SOUTHWEST ALONG A DIRT ROAD
 BZ0207'FROM THE CROSS ROADS AT STEWARDS MILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1975 ***********************************************************************
 BY1975  DESIGNATION -  D 414
 BY1975  PID         -  BY1975
 BY1975  STATE/COUNTY-  TX/HOUSTON
 BY1975  USGS QUAD   -  PEARSONS CHAPEL (1964)
 BY1975
 BY1975                         *CURRENT SURVEY CONTROL
 BY1975  ___________________________________________________________________
 BY1975* NAD 83(1986)-  31 08 51.     (N)    095 32 33.     (W)     SCALED    
 BY1975* NAVD 88     -        99.98   (+/-2cm)     328.0    (feet)  VERTCON   
 BY1975  ___________________________________________________________________
 BY1975  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY1975
 BY1975  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1975
 BY1975.The horizontal coordinates were scaled from a topographic map and have
 BY1975.an estimated accuracy of +/- 6 seconds.
 BY1975
 BY1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1975.The vertical order pertains to the NGVD 29 superseded value.
 BY1975
 BY1975.The geoid height was determined by GEOID03.
 BY1975
 BY1975;                    North         East    Units  Estimated Accuracy
 BY1975;SPC TX C     - 3,173,990.    1,156,650.      MT  (+/- 180 meters Scaled)
 BY1975
 BY1975                          SUPERSEDED SURVEY CONTROL
 BY1975
 BY1975  NGVD 29 (??/??/92)   99.997  (m)          328.07   (f) ADJ UNCH    2 0
 BY1975
 BY1975.Superseded values are not recommended for survey control.
 BY1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1975.See file dsdata.txt to determine how the superseded data were derived.
 BY1975
 BY1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ576487(NAD 83)
 BY1975_MARKER: DB = BENCH MARK DISK
 BY1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1975_STAMPING: D 414 1947
 BY1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1975+STABILITY: SURFACE MOTION
 BY1975
 BY1975  HISTORY     - Date     Condition        Report By
 BY1975  HISTORY     - 1947     MONUMENTED       CGS
 BY1975  HISTORY     - 1982     GOOD             LOCSUR
 BY1975
 BY1975                          STATION DESCRIPTION
 BY1975
 BY1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1975'0.4 MI S FROM POST OAK.
 BY1975'0.4 MILE SOUTH ALONG A DIRT ROAD FROM PEARSONS CHAPEL SCHOOL AT POST
 BY1975'OAK, 110.0 FEET NORTH OF THE CENTER OF THE CROSSING OF A NORTH-SOUTH
 BY1975'AND AN EAST-WEST DIRT ROAD, 29.0 FEET EAST OF THE CENTER OF THE
 BY1975'NORTH-SOUTH ROAD, 12.5 FEET NORTH OF A POINT ACROSS THE ROAD FROM AND
 BY1975'IN LINE WITH A CONCRETE WALK LEADING WEST TO A HOUSE, 7.0 FEET WEST OF
 BY1975'THE CENTER OF THE WEST SIDE OF A STEEL TOWER FOR A WATER TANK, 5.5
 BY1975'FEET SOUTH OF A GATE POST, 2.3 FEET NORTH OF A REFERENCE POST, SET IN
 BY1975'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING
 BY1975'0.2 FOOT.
 BY1975
 BY1975                          STATION RECOVERY (1982)
 BY1975
 BY1975'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 BY1975'NEW DESC: FROM THE INTERSECTION OF F.M. 3151 AND F.M. 1280, PEARSONS
 BY1975'CHAPEL SOUTH ALONG F.M. 31518 0.35 MI. TO INTERSECTION OF DIRT RD.
 BY1975'WEST. DRIVEWAY EAST THENCE 227' E ALONG PROJ. OF DIRT RD. THENCE 103'
 BY1975'N. TO MONUMENT 96.8 SOUTHEAST OF THE NORTHEAST CORNER OF FARM HOUSE
 BY1975'AND 3' SOUTH OF A 18' CATALPA TREE AND 6.54 SOUTHWEST OF A 15'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1842 ***********************************************************************
 BY1842  DESIGNATION -  D 415
 BY1842  PID         -  BY1842
 BY1842  STATE/COUNTY-  TX/LEON
 BY1842  USGS QUAD   -  EUNICE (1964)
 BY1842
 BY1842                         *CURRENT SURVEY CONTROL
 BY1842  ___________________________________________________________________
 BY1842* NAD 83(1986)-  31 18 49.     (N)    095 50 00.     (W)     SCALED    
 BY1842* NAVD 88     -        99.58   (+/-2cm)     326.7    (feet)  VERTCON   
 BY1842  ___________________________________________________________________
 BY1842  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BY1842
 BY1842  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1842
 BY1842.The horizontal coordinates were scaled from a topographic map and have
 BY1842.an estimated accuracy of +/- 6 seconds.
 BY1842
 BY1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1842.The vertical order pertains to the NGVD 29 superseded value.
 BY1842
 BY1842.The geoid height was determined by GEOID03.
 BY1842
 BY1842;                    North         East    Units  Estimated Accuracy
 BY1842;SPC TX C     - 3,191,240.    1,128,200.      MT  (+/- 180 meters Scaled)
 BY1842
 BY1842                          SUPERSEDED SURVEY CONTROL
 BY1842
 BY1842  NGVD 29 (??/??/92)   99.556  (m)          326.63   (f) ADJ UNCH    2 0
 BY1842
 BY1842.Superseded values are not recommended for survey control.
 BY1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1842.See file dsdata.txt to determine how the superseded data were derived.
 BY1842
 BY1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ303678(NAD 83)
 BY1842_MARKER: DB = BENCH MARK DISK
 BY1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1842_STAMPING: D 415 1947
 BY1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1842+STABILITY: SURFACE MOTION
 BY1842
 BY1842  HISTORY     - Date     Condition        Report By
 BY1842  HISTORY     - 1947     MONUMENTED       CGS
 BY1842
 BY1842                          STATION DESCRIPTION
 BY1842
 BY1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1842'9.9 MI E FROM CENTERVILLE.
 BY1842'ABOUT 9.9 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1842'CENTERVILLE, ABOUT 0.1 MILE EAST OF A COUNTRY GROCERY STORE, AT THE
 BY1842'NORTHEAST CORNER OF A SMALL CULTIVATED FIELD, 97.4 FEET SOUTHEAST OF
 BY1842'THE SOUTH END OF A CONCRETE TUBE CULVERT, 49.5 FEET SOUTH OF AND ABOUT
 BY1842'3.0 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, 4.5 FEET SOUTHEAST
 BY1842'OF A FENCE CORNER, 2.0 FEET EAST OF A FENCE AND 1.5 FEET NORTH OF A 4
 BY1842'X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1842'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0448 ***********************************************************************
 BZ0448  DESIGNATION -  D 416
 BZ0448  PID         -  BZ0448
 BZ0448  STATE/COUNTY-  TX/LEON
 BZ0448  USGS QUAD   -  BUFFALO (1982)
 BZ0448
 BZ0448                         *CURRENT SURVEY CONTROL
 BZ0448  ___________________________________________________________________
 BZ0448* NAD 83(1986)-  31 26 59.     (N)    096 02 56.     (W)     SCALED    
 BZ0448* NAVD 88     -        96.129  (meters)     315.38   (feet)  ADJUSTED  
 BZ0448  ___________________________________________________________________
 BZ0448  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BZ0448  DYNAMIC HT  -          96.011 (meters)     315.00  (feet)  COMP
 BZ0448  MODELED GRAV-     979,406.1   (mgal)                       NAVD 88
 BZ0448
 BZ0448  VERT ORDER  -  FIRST     CLASS II
 BZ0448
 BZ0448.The horizontal coordinates were scaled from a topographic map and have
 BZ0448.an estimated accuracy of +/- 6 seconds.
 BZ0448
 BZ0448.The orthometric height was determined by differential leveling
 BZ0448.and adjusted by the National Geodetic Survey in June 1991..
 BZ0448
 BZ0448.The geoid height was determined by GEOID03.
 BZ0448
 BZ0448.The dynamic height is computed by dividing the NAVD 88
 BZ0448.geopotential number by the normal gravity value computed on the
 BZ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0448.degrees latitude (g = 980.6199 gals.).
 BZ0448
 BZ0448.The modeled gravity was interpolated from observed gravity values.
 BZ0448
 BZ0448;                    North         East    Units  Estimated Accuracy
 BZ0448;SPC TX C     - 3,205,500.    1,107,110.      MT  (+/- 180 meters Scaled)
 BZ0448
 BZ0448                          SUPERSEDED SURVEY CONTROL
 BZ0448
 BZ0448  NGVD 29 (??/??/92)   96.113  (m)          315.33   (f) ADJ UNCH    1 2
 BZ0448
 BZ0448.Superseded values are not recommended for survey control.
 BZ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0448.See file dsdata.txt to determine how the superseded data were derived.
 BZ0448
 BZ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV804832(NAD 83)
 BZ0448_MARKER: DB = BENCH MARK DISK
 BZ0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0448_SP_SET: CULVERT
 BZ0448_STAMPING: D 416 1947
 BZ0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0448
 BZ0448  HISTORY     - Date     Condition        Report By
 BZ0448  HISTORY     - 1947     MONUMENTED       CGS
 BZ0448  HISTORY     - 1980     GOOD             NGS
 BZ0448
 BZ0448                          STATION DESCRIPTION
 BZ0448
 BZ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0448'1.7 MI S FROM BUFFALO.
 BZ0448'TO REACH FROM THE POST OFFICE AT BUFFALO GO SOUTHWEST 0.4 MILE ALONG
 BZ0448'U.S. HIGHWAY NO.79, THENCE SOUTHEASTERLY 1.3 MILES ALONG U.S. HIGHWAY
 BZ0448'NO.75 TO SITE OF MARK, BENCH MARK IS 16.0 FEET NORTHEAST OF AND ABOUT
 BZ0448'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTHEAST END
 BZ0448'OF THE NORTHEAST HEADWALL OF A 6 X 10 FT. CONCRETE CULVERT.  A BRONZE
 BZ0448'BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 BZ0448
 BZ0448                          STATION RECOVERY (1980)
 BZ0448
 BZ0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1675 ***********************************************************************
 BY1675  DESIGNATION -  D 417
 BY1675  PID         -  BY1675
 BY1675  STATE/COUNTY-  TX/LEON
 BY1675  USGS QUAD   -  FLO (1964)
 BY1675
 BY1675                         *CURRENT SURVEY CONTROL
 BY1675  ___________________________________________________________________
 BY1675* NAD 83(1986)-  31 27 18.     (N)    095 57 16.     (W)     SCALED    
 BY1675* NAVD 88     -        97.49   (+/-2cm)     319.8    (feet)  VERTCON   
 BY1675  ___________________________________________________________________
 BY1675  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY1675
 BY1675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1675
 BY1675.The horizontal coordinates were scaled from a topographic map and have
 BY1675.an estimated accuracy of +/- 6 seconds.
 BY1675
 BY1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1675.The vertical order pertains to the NGVD 29 superseded value.
 BY1675
 BY1675.The geoid height was determined by GEOID03.
 BY1675
 BY1675;                    North         East    Units  Estimated Accuracy
 BY1675;SPC TX C     - 3,206,440.    1,116,060.      MT  (+/- 180 meters Scaled)
 BY1675
 BY1675                          SUPERSEDED SURVEY CONTROL
 BY1675
 BY1675  NGVD 29 (??/??/92)   97.458  (m)          319.74   (f) ADJ UNCH    2 0
 BY1675
 BY1675.Superseded values are not recommended for survey control.
 BY1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1675.See file dsdata.txt to determine how the superseded data were derived.
 BY1675
 BY1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ192838(NAD 83)
 BY1675_MARKER: DB = BENCH MARK DISK
 BY1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1675_STAMPING: D 417 1947
 BY1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1675+STABILITY: SURFACE MOTION
 BY1675
 BY1675  HISTORY     - Date     Condition        Report By
 BY1675  HISTORY     - 1947     MONUMENTED       CGS
 BY1675
 BY1675                          STATION DESCRIPTION
 BY1675
 BY1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1675'5.1 MI NW FROM FLO.
 BY1675'TO REACH FROM THE UNION CHURCH AT FLO GO NORTHWEST 3.2 MILES ALONG A
 BY1675'GRADED DIRT ROAD, THENCE NORTHERLY 1.9 MILES ALONG A GRADED DIRT ROAD
 BY1675'TO SITE OF MARK, BENCH MARK IS AT A RIGHT ANGLE TURN IN THE ROAD, 79.3
 BY1675'FEET SOUTH OF A FENCE CORNER, 68.0 FEET SOUTHWEST OF THE EXTENDED
 BY1675'CENTER LINE OF ROAD LEADING NORTHWEST, 32.0 FEET SOUTHEAST OF AND
 BY1675'ABOUT LEVEL WITH THE CENTER LINE OF ROAD LEADING SOUTHWEST, 2.0 FEET
 BY1675'NORTHWEST OF A FENCE AND 1.5 FEET NORTHEAST OF A 4 X 4 IN. MARKER
 BY1675'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY1675'WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0461 ***********************************************************************
 BZ0461  DESIGNATION -  D 418
 BZ0461  PID         -  BZ0461
 BZ0461  STATE/COUNTY-  TX/LEON
 BZ0461  USGS QUAD   -  ROBBINS (1982)
 BZ0461
 BZ0461                         *CURRENT SURVEY CONTROL
 BZ0461  ___________________________________________________________________
 BZ0461* NAD 83(1986)-  31 22 27.     (N)    096 06 09.     (W)     SCALED    
 BZ0461* NAVD 88     -       136.87   (+/-2cm)     449.0    (feet)  VERTCON   
 BZ0461  ___________________________________________________________________
 BZ0461  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BZ0461
 BZ0461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0461
 BZ0461.The horizontal coordinates were scaled from a topographic map and have
 BZ0461.an estimated accuracy of +/- 6 seconds.
 BZ0461
 BZ0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0461.The vertical order pertains to the NGVD 29 superseded value.
 BZ0461
 BZ0461.The geoid height was determined by GEOID03.
 BZ0461
 BZ0461;                    North         East    Units  Estimated Accuracy
 BZ0461;SPC TX C     - 3,196,940.    1,102,340.      MT  (+/- 180 meters Scaled)
 BZ0461
 BZ0461                          SUPERSEDED SURVEY CONTROL
 BZ0461
 BZ0461  NGVD 29 (??/??/92)  136.836  (m)          448.94   (f) ADJ UNCH    2 0
 BZ0461
 BZ0461.Superseded values are not recommended for survey control.
 BZ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0461.See file dsdata.txt to determine how the superseded data were derived.
 BZ0461
 BZ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV755747(NAD 83)
 BZ0461_MARKER: DB = BENCH MARK DISK
 BZ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0461_STAMPING: D 418 1947
 BZ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0461+STABILITY: SURFACE MOTION
 BZ0461
 BZ0461  HISTORY     - Date     Condition        Report By
 BZ0461  HISTORY     - 1947     MONUMENTED       CGS
 BZ0461
 BZ0461                          STATION DESCRIPTION
 BZ0461
 BZ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0461'5.0 MI E FROM JEWETT.
 BZ0461'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEAST 2.9 MILES
 BZ0461'ALONG U.S.HIGHWAY NO.79, THENCE SOUTHEAST 2.1 MILES ALONG A GRADED
 BZ0461'DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A CURVE IN THE ROAD, 65.6
 BZ0461'FEET NORTH OF AND ACROSS THE ROAD FROM A TWENTYFOUR INCH OAK TREE,
 BZ0461'32.6 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BZ0461'17.4 FEET SOUTHEAST OF A FOURTEEN INCH OAK TREE, 7.0 FEET SOUTH OF A
 BZ0461'FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BZ0461'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3
 BZ0461'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0482 ***********************************************************************
 BZ0482  DESIGNATION -  D 419
 BZ0482  PID         -  BZ0482
 BZ0482  STATE/COUNTY-  TX/LEON
 BZ0482  USGS QUAD   -  SPRING SEAT (1982)
 BZ0482
 BZ0482                         *CURRENT SURVEY CONTROL
 BZ0482  ___________________________________________________________________
 BZ0482* NAD 83(1986)-  31 07 32.     (N)    096 04 36.     (W)     SCALED    
 BZ0482* NAVD 88     -       137.92   (+/-2cm)     452.5    (feet)  VERTCON   
 BZ0482  ___________________________________________________________________
 BZ0482  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BZ0482
 BZ0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0482
 BZ0482.The horizontal coordinates were scaled from a topographic map and have
 BZ0482.an estimated accuracy of +/- 6 seconds.
 BZ0482
 BZ0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0482.The vertical order pertains to the NGVD 29 superseded value.
 BZ0482
 BZ0482.The geoid height was determined by GEOID03.
 BZ0482
 BZ0482;                    North         East    Units  Estimated Accuracy
 BZ0482;SPC TX C     - 3,169,490.    1,105,850.      MT  (+/- 180 meters Scaled)
 BZ0482
 BZ0482                          SUPERSEDED SURVEY CONTROL
 BZ0482
 BZ0482  NGVD 29 (??/??/92)  137.896  (m)          452.41   (f) ADJ UNCH    2 0
 BZ0482
 BZ0482.Superseded values are not recommended for survey control.
 BZ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0482.See file dsdata.txt to determine how the superseded data were derived.
 BZ0482
 BZ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV787471(NAD 83)
 BZ0482_MARKER: DB = BENCH MARK DISK
 BZ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0482_STAMPING: D 419 1947
 BZ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0482+STABILITY: SURFACE MOTION
 BZ0482
 BZ0482  HISTORY     - Date     Condition        Report By
 BZ0482  HISTORY     - 1947     MONUMENTED       CGS
 BZ0482
 BZ0482                          STATION DESCRIPTION
 BZ0482
 BZ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0482'3.8 MI SE FROM FLYNN.
 BZ0482'TO REACH FROM THE POST OFFICE AT FLYNN GO SOUTHEAST 3.8 MILES ALONG A
 BZ0482'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A CURVE IN THE
 BZ0482'ROAD, 85.0 FEET NORTHEAST OF AND ABOUT 2.0 FEET HIGHER THAN THE CENTER
 BZ0482'LINE OF THE ROAD, 30.5 FEET SOUTHEAST OF THE WEST END OF A WIRE GATE,
 BZ0482'23.0 FEET SOUTH OF A LONE FORTY INCH OAK TREE, 2.0 FEET WEST OF A
 BZ0482'FENCE AND 1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BZ0482'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 BZ0482'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1873 ***********************************************************************
 BY1873  DESIGNATION -  D 420
 BY1873  PID         -  BY1873
 BY1873  STATE/COUNTY-  TX/LEON
 BY1873  USGS QUAD   -  MIDDLETON (1972)
 BY1873
 BY1873                         *CURRENT SURVEY CONTROL
 BY1873  ___________________________________________________________________
 BY1873* NAD 83(1986)-  31 13 06.     (N)    095 47 33.     (W)     SCALED    
 BY1873* NAVD 88     -        66.79   (+/-2cm)     219.1    (feet)  VERTCON   
 BY1873  ___________________________________________________________________
 BY1873  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY1873
 BY1873  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1873
 BY1873.The horizontal coordinates were scaled from a topographic map and have
 BY1873.an estimated accuracy of +/- 6 seconds.
 BY1873
 BY1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1873.The vertical order pertains to the NGVD 29 superseded value.
 BY1873
 BY1873.The geoid height was determined by GEOID03.
 BY1873
 BY1873;                    North         East    Units  Estimated Accuracy
 BY1873;SPC TX C     - 3,180,840.    1,132,510.      MT  (+/- 180 meters Scaled)
 BY1873
 BY1873                          SUPERSEDED SURVEY CONTROL
 BY1873
 BY1873  NGVD 29 (??/??/92)   66.786  (m)          219.11   (f) ADJ UNCH    2 0
 BY1873
 BY1873.Superseded values are not recommended for survey control.
 BY1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1873.See file dsdata.txt to determine how the superseded data were derived.
 BY1873
 BY1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ339571(NAD 83)
 BY1873_MARKER: DB = BENCH MARK DISK
 BY1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1873_STAMPING: D 420 1947
 BY1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1873+STABILITY: SURFACE MOTION
 BY1873
 BY1873  HISTORY     - Date     Condition        Report By
 BY1873  HISTORY     - 1947     MONUMENTED       CGS
 BY1873
 BY1873                          STATION DESCRIPTION
 BY1873
 BY1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1873'6.5 MI NE FROM MIDDLETON.
 BY1873'TO REACH FROM THE POST OFFICE AT MIDDLETON GO EAST 1.1 MILES ALONG A
 BY1873'GRADED DIRT ROAD, THENCE NORTH 3.5 MILES ALONG A GRADED DIRT ROAD,
 BY1873'THENCE EAST 1.9 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 BY1873'MARK IS 62.5 FEET EAST OF THE EAST END OF A BOARD GATE, 32.6 FEET
 BY1873'SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 8.2 FEET
 BY1873'EAST OF A POWER POLE, 9.4 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A
 BY1873'4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1873'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0294 ***********************************************************************
 BZ0294  DESIGNATION -  D 421
 BZ0294  PID         -  BZ0294
 BZ0294  STATE/COUNTY-  TX/FREESTONE
 BZ0294  USGS QUAD   -  WINKLER (1982)
 BZ0294
 BZ0294                         *CURRENT SURVEY CONTROL
 BZ0294  ___________________________________________________________________
 BZ0294* NAD 83(1986)-  31 53 45.     (N)    096 10 04.     (W)     SCALED    
 BZ0294* NAVD 88     -        86.266  (meters)     283.02   (feet)  ADJUSTED  
 BZ0294  ___________________________________________________________________
 BZ0294  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0294  DYNAMIC HT  -          86.165 (meters)     282.69  (feet)  COMP
 BZ0294  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 BZ0294
 BZ0294  VERT ORDER  -  SECOND    CLASS 0
 BZ0294
 BZ0294.The horizontal coordinates were scaled from a topographic map and have
 BZ0294.an estimated accuracy of +/- 6 seconds.
 BZ0294
 BZ0294.The orthometric height was determined by differential leveling
 BZ0294.and adjusted by the National Geodetic Survey in June 1991..
 BZ0294
 BZ0294.The geoid height was determined by GEOID03.
 BZ0294
 BZ0294.The dynamic height is computed by dividing the NAVD 88
 BZ0294.geopotential number by the normal gravity value computed on the
 BZ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0294.degrees latitude (g = 980.6199 gals.).
 BZ0294
 BZ0294.The modeled gravity was interpolated from observed gravity values.
 BZ0294
 BZ0294;                    North         East    Units  Estimated Accuracy
 BZ0294;SPC TX C     - 3,254,500.    1,093,970.      MT  (+/- 180 meters Scaled)
 BZ0294
 BZ0294                          SUPERSEDED SURVEY CONTROL
 BZ0294
 BZ0294  NGVD 29 (??/??/92)   86.257  (m)          282.99   (f) ADJ UNCH    2 0
 BZ0294
 BZ0294.Superseded values are not recommended for survey control.
 BZ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0294.See file dsdata.txt to determine how the superseded data were derived.
 BZ0294
 BZ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA678323(NAD 83)
 BZ0294_MARKER: DB = BENCH MARK DISK
 BZ0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0294_STAMPING: D 421 1947
 BZ0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0294+STABILITY: SURFACE MOTION
 BZ0294
 BZ0294  HISTORY     - Date     Condition        Report By
 BZ0294  HISTORY     - 1947     MONUMENTED       CGS
 BZ0294  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0294
 BZ0294                          STATION DESCRIPTION
 BZ0294
 BZ0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0294'6.7 MI NE FROM STEWARDS MILL.
 BZ0294'6.7 MILES NORTHEAST ALONG A DIRT ROAD (THE OLD STEWARDS MILL-ST. ELMO
 BZ0294'ROAD), FROM THE CROSS ROADS AT STEWARDS MILL, AT THE END OF THE
 BZ0294'PASSABLE PORTION OF THE ROAD, AT THE TOP OF A PROMINENT KNOLL WHICH IS
 BZ0294'BETWEEN A SLOUGH AND THE TEHUACANA CREEK AND 0.1 MILE SOUTH OF THE
 BZ0294'TEHUACANA CREEK, 39.0 FEET NORTH OF A 2-FOOT OAK TREE, 27.0 FEET NORTH
 BZ0294'OF A 1 1/2-FOOT OAK TREE, 18.0 FEET WEST OF THE CENTER OF THE OLD ROAD
 BZ0294'BED, 2.2 FEET SOUTH OF A REFERENCE POST, 1.2 FOOT EAST OF A
 BZ0294'NORTH-SOUTH FENCE LINE, SET IN A CONCRETE POST ABOUT THE SAME
 BZ0294'ELEVATION AS THE ROAD AND PROJECTING 0.4 FOOT.
 BZ0294
 BZ0294                          STATION RECOVERY (2002)
 BZ0294
 BZ0294'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0828 ***********************************************************************
 GL0828  DESIGNATION -  D 423
 GL0828  PID         -  GL0828
 GL0828  STATE/COUNTY-  TX/DALLAM
 GL0828  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0828
 GL0828                         *CURRENT SURVEY CONTROL
 GL0828  ___________________________________________________________________
 GL0828* NAD 83(1986)-  36 21 04.     (N)    103 02 29.     (W)     SCALED    
 GL0828* NAVD 88     -      1425.073  (meters)    4675.43   (feet)  ADJUSTED  
 GL0828  ___________________________________________________________________
 GL0828  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 GL0828  DYNAMIC HT  -        1423.398 (meters)    4669.93  (feet)  COMP
 GL0828  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 GL0828
 GL0828  VERT ORDER  -  SECOND    CLASS 0
 GL0828
 GL0828.The horizontal coordinates were scaled from a topographic map and have
 GL0828.an estimated accuracy of +/- 6 seconds.
 GL0828
 GL0828.The orthometric height was determined by differential leveling
 GL0828.and adjusted by the National Geodetic Survey in June 1991..
 GL0828
 GL0828.The geoid height was determined by GEOID03.
 GL0828
 GL0828.The dynamic height is computed by dividing the NAVD 88
 GL0828.geopotential number by the normal gravity value computed on the
 GL0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0828.degrees latitude (g = 980.6199 gals.).
 GL0828
 GL0828.The modeled gravity was interpolated from observed gravity values.
 GL0828
 GL0828;                    North         East    Units  Estimated Accuracy
 GL0828;SPC TX N     - 1,261,920.       61,640.      MT  (+/- 180 meters Scaled)
 GL0828
 GL0828                          SUPERSEDED SURVEY CONTROL
 GL0828
 GL0828  NGVD 29 (??/??/92) 1424.391  (m)         4673.19   (f) ADJ UNCH    2 0
 GL0828
 GL0828.Superseded values are not recommended for survey control.
 GL0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0828.See file dsdata.txt to determine how the superseded data were derived.
 GL0828
 GL0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA757246(NAD 83)
 GL0828_MARKER: DB = BENCH MARK DISK
 GL0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0828_STAMPING: D 423 1955
 GL0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0828+STABILITY: SURFACE MOTION
 GL0828
 GL0828  HISTORY     - Date     Condition        Report By
 GL0828  HISTORY     - 1955     MONUMENTED       CGS
 GL0828
 GL0828                          STATION DESCRIPTION
 GL0828
 GL0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0828'2.5 MI SW FROM TEXLINE.
 GL0828'1.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0828'CITY RAILROAD STATION AT TEXLINE, THENCE 0.7 MILE WEST ALONG A GRADED
 GL0828'DIRT ROAD, 32 FEET NORTH OF THE CENTER LINE OF A GRADED DIRT ROAD,
 GL0828'12.4 FEET EAST OF A FENCE WHICH IS ON THE NEW MEXICO AND TEXAS STATE
 GL0828'LINE, 2 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, 1.0 MILE
 GL0828'EAST OF BENCH MARK A 284, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0828'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0201 ***********************************************************************
 EN0201  DESIGNATION -  D 425
 EN0201  PID         -  EN0201
 EN0201  STATE/COUNTY-  TX/DONLEY
 EN0201  USGS QUAD   -  MC KNIGHT (1982)
 EN0201
 EN0201                         *CURRENT SURVEY CONTROL
 EN0201  ___________________________________________________________________
 EN0201* NAD 83(1986)-  34 54 25.     (N)    100 34 31.     (W)     SCALED    
 EN0201* NAVD 88     -       749.997  (meters)    2460.62   (feet)  POSTED    
 EN0201  ___________________________________________________________________
 EN0201  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EN0201  DYNAMIC HT  -         749.150 (meters)    2457.84  (feet)  COMP
 EN0201  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 EN0201
 EN0201  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0201
 EN0201.The horizontal coordinates were scaled from a topographic map and have
 EN0201.an estimated accuracy of +/- 6 seconds.
 EN0201
 EN0201.The orthometric height was determined by differential leveling
 EN0201.and adjusted by the National Geodetic Survey in 1992..
 EN0201.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0201.rate of 1.1 thru 2.0 mm/km.
 EN0201
 EN0201.The geoid height was determined by GEOID03.
 EN0201
 EN0201.The dynamic height is computed by dividing the NAVD 88
 EN0201.geopotential number by the normal gravity value computed on the
 EN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0201.degrees latitude (g = 980.6199 gals.).
 EN0201
 EN0201.The modeled gravity was interpolated from observed gravity values.
 EN0201
 EN0201;                    North         East    Units  Estimated Accuracy
 EN0201;SPC TX N     - 1,101,010.      284,510.      MT  (+/- 180 meters Scaled)
 EN0201
 EN0201                          SUPERSEDED SURVEY CONTROL
 EN0201
 EN0201  NGVD 29 (??/??/92)  749.667  (m)         2459.53   (f) ADJ UNCH    2 0
 EN0201
 EN0201.Superseded values are not recommended for survey control.
 EN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0201.See file dsdata.txt to determine how the superseded data were derived.
 EN0201
 EN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD560638(NAD 83)
 EN0201_MARKER: DB = BENCH MARK DISK
 EN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0201_STAMPING: D 425 1934
 EN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0201+STABILITY: SURFACE MOTION
 EN0201
 EN0201  HISTORY     - Date     Condition        Report By
 EN0201  HISTORY     - 1934     MONUMENTED       CGS
 EN0201  HISTORY     - 1948     MARK NOT FOUND   NGS
 EN0201
 EN0201                          STATION DESCRIPTION
 EN0201
 EN0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EN0201'7.4 MI NE FROM HEDLEY.
 EN0201'7.4 MILES NORTHEAST ALONG STATE HIGHWAY 203 FROM HEDLEY, DONLEY
 EN0201'COUNTY, AT A T-ROAD LEADING NORTH, 15 FEET SOUTH OF TWO MAIL BOXES, 30
 EN0201'FEET SOUTH OF TH E CENTERLINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A
 EN0201'FENCE CORNER, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0060 ***********************************************************************
 EN0060  DESIGNATION -  D 426
 EN0060  PID         -  EN0060
 EN0060  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0060  USGS QUAD   -  DODSON (1964)
 EN0060
 EN0060                         *CURRENT SURVEY CONTROL
 EN0060  ___________________________________________________________________
 EN0060* NAD 83(1986)-  34 45 57.     (N)    100 01 27.     (W)     SCALED    
 EN0060* NAVD 88     -       545.682  (meters)    1790.29   (feet)  POSTED    
 EN0060  ___________________________________________________________________
 EN0060  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 EN0060  DYNAMIC HT  -         545.070 (meters)    1788.28  (feet)  COMP
 EN0060  MODELED GRAV-     979,502.7   (mgal)                       NAVD 88
 EN0060
 EN0060  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EN0060
 EN0060.The horizontal coordinates were scaled from a topographic map and have
 EN0060.an estimated accuracy of +/- 6 seconds.
 EN0060
 EN0060.The orthometric height was determined by differential leveling
 EN0060.and adjusted by the National Geodetic Survey in 1992..
 EN0060.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EN0060.rate of 0.0 thru 1.0 mm/km.
 EN0060
 EN0060.The geoid height was determined by GEOID03.
 EN0060
 EN0060.The dynamic height is computed by dividing the NAVD 88
 EN0060.geopotential number by the normal gravity value computed on the
 EN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0060.degrees latitude (g = 980.6199 gals.).
 EN0060
 EN0060.The modeled gravity was interpolated from observed gravity values.
 EN0060
 EN0060;                    North         East    Units  Estimated Accuracy
 EN0060;SPC TX N     - 1,085,970.      335,100.      MT  (+/- 180 meters Scaled)
 EN0060
 EN0060                          SUPERSEDED SURVEY CONTROL
 EN0060
 EN0060  NGVD 29 (??/??/92)  545.37   (m)         1789.3    (f) COMPUTED    2 0
 EN0060
 EN0060.Superseded values are not recommended for survey control.
 EN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0060.See file dsdata.txt to determine how the superseded data were derived.
 EN0060
 EN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD062475(NAD 83)
 EN0060_MARKER: DB = BENCH MARK DISK
 EN0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0060_STAMPING: D-426 1934
 EN0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0060+STABILITY: SURFACE MOTION
 EN0060
 EN0060  HISTORY     - Date     Condition        Report By
 EN0060  HISTORY     - 1934     MONUMENTED       CGS
 EN0060  HISTORY     - 1940     GOOD             MKTRR
 EN0060
 EN0060                          STATION DESCRIPTION
 EN0060
 EN0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0060'IN DODSONVILLE.
 EN0060'AT THE STATION, 18 FT. E. OF S.E. CORNER OF WHITES WAITING ROOM, 27
 EN0060'FT. N. OF CENTER LINE OF TRACK, AND 2 FT. W. OF A TELEGRAPH POLE.
 EN0060
 EN0060                          STATION RECOVERY (1940)
 EN0060
 EN0060'RECOVERY NOTE BY MISSOURI KANSAS TEXAS RAILROAD 1940
 EN0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0025 ***********************************************************************
 EN0025  DESIGNATION -  D 427
 EN0025  PID         -  EN0025
 EN0025  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0025  USGS QUAD   -  LOCO (1984)
 EN0025
 EN0025                         *CURRENT SURVEY CONTROL
 EN0025  ___________________________________________________________________
 EN0025* NAD 83(1986)-  34 44 49.     (N)    100 11 14.     (W)     SCALED    
 EN0025* NAVD 88     -       563.954  (meters)    1850.24   (feet)  ADJUSTED  
 EN0025  ___________________________________________________________________
 EN0025  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EN0025  DYNAMIC HT  -         563.320 (meters)    1848.16  (feet)  COMP
 EN0025  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 EN0025
 EN0025  VERT ORDER  -  SECOND    CLASS 0
 EN0025
 EN0025.The horizontal coordinates were scaled from a topographic map and have
 EN0025.an estimated accuracy of +/- 6 seconds.
 EN0025
 EN0025.The orthometric height was determined by differential leveling
 EN0025.and adjusted by the National Geodetic Survey in June 1991..
 EN0025
 EN0025.The geoid height was determined by GEOID03.
 EN0025
 EN0025.The dynamic height is computed by dividing the NAVD 88
 EN0025.geopotential number by the normal gravity value computed on the
 EN0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0025.degrees latitude (g = 980.6199 gals.).
 EN0025
 EN0025.The modeled gravity was interpolated from observed gravity values.
 EN0025
 EN0025;                    North         East    Units  Estimated Accuracy
 EN0025;SPC TX N     - 1,083,660.      320,200.      MT  (+/- 180 meters Scaled)
 EN0025
 EN0025                          SUPERSEDED SURVEY CONTROL
 EN0025
 EN0025  NGVD 29 (??/??/92)  563.651  (m)         1849.24   (f) ADJ UNCH    2 0
 EN0025
 EN0025.Superseded values are not recommended for survey control.
 EN0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0025.See file dsdata.txt to determine how the superseded data were derived.
 EN0025
 EN0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD913456(NAD 83)
 EN0025_MARKER: DB = BENCH MARK DISK
 EN0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0025_STAMPING: D 427 1934
 EN0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0025+STABILITY: SURFACE MOTION
 EN0025
 EN0025  HISTORY     - Date     Condition        Report By
 EN0025  HISTORY     - 1934     MONUMENTED       CGS
 EN0025  HISTORY     - 1953     GOOD             NGS
 EN0025  HISTORY     - 1964     GOOD             NGS
 EN0025
 EN0025                          STATION DESCRIPTION
 EN0025
 EN0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EN0025'8.3 MI S FROM WELLINGTON.
 EN0025'8.3 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH STATE
 EN0025'HIGHWAY 338 AT WELLINGTON, 57 FEET NORTHOF A COLLINGSWORTH AND
 EN0025'CHILDRESS COUNTY LINE SIGN, 49 FEET WEST OF THE CENTER LINE OF THE
 EN0025'HIGHWAY, 4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EN0025'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EN0025
 EN0025                          STATION RECOVERY (1964)
 EN0025
 EN0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EN0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0900 ***********************************************************************
 FL0900  DESIGNATION -  D 428
 FL0900  PID         -  FL0900
 FL0900  STATE/COUNTY-  TX/ARMSTRONG
 FL0900  USGS QUAD   -  GOODNIGHT (1983)
 FL0900
 FL0900                         *CURRENT SURVEY CONTROL
 FL0900  ___________________________________________________________________
 FL0900* NAD 83(1986)-  35 01 58.     (N)    101 08 41.     (W)     SCALED    
 FL0900* NAVD 88     -       937.206  (meters)    3074.82   (feet)  ADJUSTED  
 FL0900  ___________________________________________________________________
 FL0900  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 FL0900  DYNAMIC HT  -         936.113 (meters)    3071.23  (feet)  COMP
 FL0900  MODELED GRAV-     979,436.6   (mgal)                       NAVD 88
 FL0900
 FL0900  VERT ORDER  -  SECOND    CLASS 0
 FL0900
 FL0900.The horizontal coordinates were scaled from a topographic map and have
 FL0900.an estimated accuracy of +/- 6 seconds.
 FL0900
 FL0900.The orthometric height was determined by differential leveling
 FL0900.and adjusted by the National Geodetic Survey in June 1991..
 FL0900
 FL0900.The geoid height was determined by GEOID03.
 FL0900
 FL0900.The dynamic height is computed by dividing the NAVD 88
 FL0900.geopotential number by the normal gravity value computed on the
 FL0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0900.degrees latitude (g = 980.6199 gals.).
 FL0900
 FL0900.The modeled gravity was interpolated from observed gravity values.
 FL0900
 FL0900;                    North         East    Units  Estimated Accuracy
 FL0900;SPC TX N     - 1,114,630.      232,420.      MT  (+/- 180 meters Scaled)
 FL0900
 FL0900                          SUPERSEDED SURVEY CONTROL
 FL0900
 FL0900  NGVD 29 (??/??/92)  936.755  (m)         3073.34   (f) ADJ UNCH    2 0
 FL0900
 FL0900.Superseded values are not recommended for survey control.
 FL0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0900.See file dsdata.txt to determine how the superseded data were derived.
 FL0900
 FL0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD043787(NAD 83)
 FL0900_MARKER: DB = BENCH MARK DISK
 FL0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0900_STAMPING: D 428 1934
 FL0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0900+STABILITY: SURFACE MOTION
 FL0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL0900+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 FL0900
 FL0900  HISTORY     - Date     Condition        Report By
 FL0900  HISTORY     - 1934     MONUMENTED       CGS
 FL0900  HISTORY     - 1960     GOOD             USGS
 FL0900  HISTORY     - 20040804 GOOD             USPSQD
 FL0900
 FL0900                          STATION DESCRIPTION
 FL0900
 FL0900'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FL0900'2.3 MI. E FROM GOODNIGHT.
 FL0900'2.3 MILES EAST ALONG THE FORT WORTH AND DENVER RAILWAY FROM GOODNIGHT,
 FL0900'50 YARDS EAST OF THE EAST END OF A CUT, AT A ROAD CROSSING 70 FEET
 FL0900'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 66 FEET WEST OF THE
 FL0900'CENTERLINE OF THE CROSSROAD, 158 FEET NORTH OF THE CENTERLINE OF THE
 FL0900'DIVIDING STRIP OF U.S. HIGHWAY 287, AND 7 FEET WEST OF A POLE, AND SET
 FL0900'IN THE TOP OF A CONCRETE POST.  A STANDARD DISK, ERRONEOUSLY STAMPED D
 FL0900'428 1934.
 FL0900
 FL0900                          STATION RECOVERY (2004)
 FL0900
 FL0900'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0364 ***********************************************************************
 EN0364  DESIGNATION -  D 431
 EN0364  PID         -  EN0364
 EN0364  STATE/COUNTY-  TX/SWISHER
 EN0364  USGS QUAD   -  CLAYTONVILLE NW (1969)
 EN0364
 EN0364                         *CURRENT SURVEY CONTROL
 EN0364  ___________________________________________________________________
 EN0364* NAD 83(1986)-  34 29 30.     (N)    101 38 36.     (W)     SCALED    
 EN0364* NAVD 88     -      1029.957  (meters)    3379.12   (feet)  ADJUSTED  
 EN0364  ___________________________________________________________________
 EN0364  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EN0364  DYNAMIC HT  -        1028.675 (meters)    3374.91  (feet)  COMP
 EN0364  MODELED GRAV-     979,355.7   (mgal)                       NAVD 88
 EN0364
 EN0364  VERT ORDER  -  SECOND    CLASS 0
 EN0364
 EN0364.The horizontal coordinates were scaled from a topographic map and have
 EN0364.an estimated accuracy of +/- 6 seconds.
 EN0364
 EN0364.The orthometric height was determined by differential leveling
 EN0364.and adjusted by the National Geodetic Survey in June 1991..
 EN0364
 EN0364.The geoid height was determined by GEOID03.
 EN0364
 EN0364.The dynamic height is computed by dividing the NAVD 88
 EN0364.geopotential number by the normal gravity value computed on the
 EN0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0364.degrees latitude (g = 980.6199 gals.).
 EN0364
 EN0364.The modeled gravity was interpolated from observed gravity values.
 EN0364
 EN0364;                    North         East    Units  Estimated Accuracy
 EN0364;SPC TX N     - 1,054,560.      186,830.      MT  (+/- 180 meters Scaled)
 EN0364
 EN0364                          SUPERSEDED SURVEY CONTROL
 EN0364
 EN0364  NGVD 29 (??/??/92) 1029.547  (m)         3377.77   (f) ADJ UNCH    2 0
 EN0364
 EN0364.Superseded values are not recommended for survey control.
 EN0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0364.See file dsdata.txt to determine how the superseded data were derived.
 EN0364
 EN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD572198(NAD 83)
 EN0364_MARKER: DB = BENCH MARK DISK
 EN0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0364_STAMPING: D 431 1934
 EN0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0364+STABILITY: SURFACE MOTION
 EN0364
 EN0364  HISTORY     - Date     Condition        Report By
 EN0364  HISTORY     - 1934     MONUMENTED       CGS
 EN0364  HISTORY     - 1969     GOOD             USGS
 EN0364
 EN0364                          STATION DESCRIPTION
 EN0364
 EN0364'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 EN0364'9.7 MI E FROM TULIA.
 EN0364'7.4 MILES SOUTHEAST ALONG STATE HIGHWAY 86 FROM THE COURTHOUSE AT
 EN0364'TULIA, TEXAS, THENCE 0.3 MILES SOUTH ALONG COUNTY ROAD TO FIELD ROAD
 EN0364'CROSSING, 600 FEET EAST OF ROAD.  A STANDARD DISK STAMPED D 431-1934,
 EN0364'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0331 ***********************************************************************
 EN0331  DESIGNATION -  D 432
 EN0331  PID         -  EN0331
 EN0331  STATE/COUNTY-  TX/SWISHER
 EN0331  USGS QUAD   -  KRESS EAST (1969)
 EN0331
 EN0331                         *CURRENT SURVEY CONTROL
 EN0331  ___________________________________________________________________
 EN0331* NAD 83(1986)-  34 19 31.     (N)    101 44 13.     (W)     SCALED    
 EN0331* NAVD 88     -      1056.076  (meters)    3464.81   (feet)  ADJUSTED  
 EN0331  ___________________________________________________________________
 EN0331  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EN0331  DYNAMIC HT  -        1054.739 (meters)    3460.42  (feet)  COMP
 EN0331  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 EN0331
 EN0331  VERT ORDER  -  SECOND    CLASS 0
 EN0331
 EN0331.The horizontal coordinates were scaled from a topographic map and have
 EN0331.an estimated accuracy of +/- 6 seconds.
 EN0331
 EN0331.The orthometric height was determined by differential leveling
 EN0331.and adjusted by the National Geodetic Survey in June 1991..
 EN0331
 EN0331.The geoid height was determined by GEOID03.
 EN0331
 EN0331.The dynamic height is computed by dividing the NAVD 88
 EN0331.geopotential number by the normal gravity value computed on the
 EN0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0331.degrees latitude (g = 980.6199 gals.).
 EN0331
 EN0331.The modeled gravity was interpolated from observed gravity values.
 EN0331
 EN0331;                    North         East    Units  Estimated Accuracy
 EN0331;SPC TX N     - 1,036,110.      178,190.      MT  (+/- 180 meters Scaled)
 EN0331
 EN0331                          SUPERSEDED SURVEY CONTROL
 EN0331
 EN0331  NGVD 29 (??/??/92) 1055.655  (m)         3463.43   (f) ADJ UNCH    2 0
 EN0331
 EN0331.Superseded values are not recommended for survey control.
 EN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0331.See file dsdata.txt to determine how the superseded data were derived.
 EN0331
 EN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD481016(NAD 83)
 EN0331_MARKER: DB = BENCH MARK DISK
 EN0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0331_STAMPING: D-432 1934
 EN0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0331+STABILITY: SURFACE MOTION
 EN0331
 EN0331  HISTORY     - Date     Condition        Report By
 EN0331  HISTORY     - 1934     MONUMENTED       CGS
 EN0331  HISTORY     - 1945     MARK NOT FOUND   LOCSUR
 EN0331
 EN0331                          STATION DESCRIPTION
 EN0331
 EN0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0331'2.9 MI S FROM KRESS.
 EN0331'2.9 MI. S. ALONG P. AND S. F. RY. AT A GRADE CROSSING, 5 POLES S. OF
 EN0331'MI. POST NO. 618, 54 FT. E. OF THE CENTER LINE OF U.S. NO. 385, 50 FT.
 EN0331'N. OF THE CENTER LINE OF CROSS ROAD, 38 FT. W. OF THE CENTER LINE OF
 EN0331'TRACK, 10 FT. N. OF A FENCE CORNER, AND 1 FT. E. OF THE FENCE LINE.
 EN0331
 EN0331                          STATION RECOVERY (1945)
 EN0331
 EN0331'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 EN0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0381 ***********************************************************************
 EN0381  DESIGNATION -  D 433
 EN0381  PID         -  EN0381
 EN0381  STATE/COUNTY-  TX/RANDALL
 EN0381  USGS QUAD   -  CANYON (1984)
 EN0381
 EN0381                         *CURRENT SURVEY CONTROL
 EN0381  ___________________________________________________________________
 EN0381* NAD 83(1986)-  34 58 24.     (N)    101 56 48.     (W)     SCALED    
 EN0381* NAVD 88     -      1087.902  (meters)    3569.23   (feet)  ADJUSTED  
 EN0381  ___________________________________________________________________
 EN0381  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 EN0381  DYNAMIC HT  -        1086.581 (meters)    3564.89  (feet)  COMP
 EN0381  MODELED GRAV-     979,383.0   (mgal)                       NAVD 88
 EN0381
 EN0381  VERT ORDER  -  FIRST     CLASS II
 EN0381
 EN0381.The horizontal coordinates were scaled from a topographic map and have
 EN0381.an estimated accuracy of +/- 6 seconds.
 EN0381
 EN0381.The orthometric height was determined by differential leveling
 EN0381.and adjusted by the National Geodetic Survey in June 1991..
 EN0381.WARNING-Repeat measurements at this control monument indicate possible
 EN0381.vertical movement.
 EN0381
 EN0381.The geoid height was determined by GEOID03.
 EN0381
 EN0381.The dynamic height is computed by dividing the NAVD 88
 EN0381.geopotential number by the normal gravity value computed on the
 EN0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0381.degrees latitude (g = 980.6199 gals.).
 EN0381
 EN0381.The modeled gravity was interpolated from observed gravity values.
 EN0381
 EN0381;                    North         East    Units  Estimated Accuracy
 EN0381;SPC TX N     - 1,108,070.      159,210.      MT  (+/- 180 meters Scaled)
 EN0381
 EN0381                          SUPERSEDED SURVEY CONTROL
 EN0381
 EN0381  NGVD 29 (??/??/92) 1087.415  (m)         3567.63   (f) ADJ UNCH    1 2
 EN0381
 EN0381.Superseded values are not recommended for survey control.
 EN0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0381.See file dsdata.txt to determine how the superseded data were derived.
 EN0381
 EN0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD309740(NAD 83)
 EN0381_MARKER: DB = BENCH MARK DISK
 EN0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0381_STAMPING: D 433 1934
 EN0381_MARK LOGO: CGS   
 EN0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0381+STABILITY: SURFACE MOTION
 EN0381
 EN0381  HISTORY     - Date     Condition        Report By
 EN0381  HISTORY     - 1934     MONUMENTED       CGS
 EN0381  HISTORY     - 1958     GOOD             NGS
 EN0381  HISTORY     - 1984     GOOD             NGS
 EN0381
 EN0381                          STATION DESCRIPTION
 EN0381
 EN0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0381'1.3 MI SW FROM CANYON.
 EN0381'ABOUT 0.6 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EN0381'STATION AT CANYON, THENCE ABOUT 0.7 MILE SOUTH ALONG THE BRANCH LINE
 EN0381'OF THE PANHANDLE AND SANTA FE RAILWAY, 12 1/2 TELEPHONE POLES NORTH OF
 EN0381'MILE POST 572, 37 FEET WEST OF THE NEAR RAIL, 26 FEET EAST OF THE
 EN0381'CENTER LINE OF THE DIRT ROAD, 2 1/2 FEET NORTH OF A TELEPHONE POLE, 1
 EN0381'1/2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE TRACK,
 EN0381'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 EN0381'POST PROJECTING 6 INCHES.
 EN0381
 EN0381                          STATION RECOVERY (1984)
 EN0381
 EN0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0169 ***********************************************************************
 DP0169  DESIGNATION -  D 434
 DP0169  PID         -  DP0169
 DP0169  STATE/COUNTY-  TX/DICKENS
 DP0169  USGS QUAD   -  AFTON (1981)
 DP0169
 DP0169                         *CURRENT SURVEY CONTROL
 DP0169  ___________________________________________________________________
 DP0169* NAD 83(1986)-  33 45 14.     (N)    100 50 49.     (W)     SCALED    
 DP0169* NAVD 88     -       788.795  (meters)    2587.90   (feet)  ADJUSTED  
 DP0169  ___________________________________________________________________
 DP0169  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DP0169  DYNAMIC HT  -         787.821 (meters)    2584.71  (feet)  COMP
 DP0169  MODELED GRAV-     979,376.4   (mgal)                       NAVD 88
 DP0169
 DP0169  VERT ORDER  -  SECOND    CLASS 0
 DP0169
 DP0169.The horizontal coordinates were scaled from a topographic map and have
 DP0169.an estimated accuracy of +/- 6 seconds.
 DP0169
 DP0169.The orthometric height was determined by differential leveling
 DP0169.and adjusted by the National Geodetic Survey in June 1991..
 DP0169.WARNING-Repeat measurements at this control monument indicate possible
 DP0169.vertical movement.
 DP0169
 DP0169.The geoid height was determined by GEOID03.
 DP0169
 DP0169.The dynamic height is computed by dividing the NAVD 88
 DP0169.geopotential number by the normal gravity value computed on the
 DP0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0169.degrees latitude (g = 980.6199 gals.).
 DP0169
 DP0169.The modeled gravity was interpolated from observed gravity values.
 DP0169
 DP0169;                    North         East    Units  Estimated Accuracy
 DP0169;SPC TXNC     - 2,233,890.      382,580.      MT  (+/- 180 meters Scaled)
 DP0169
 DP0169                          SUPERSEDED SURVEY CONTROL
 DP0169
 DP0169  NGVD 29 (??/??/92)  788.526  (m)         2587.02   (f) ADJ UNCH    2 0
 DP0169
 DP0169.Superseded values are not recommended for survey control.
 DP0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0169.See file dsdata.txt to determine how the superseded data were derived.
 DP0169
 DP0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC289364(NAD 83)
 DP0169_MARKER: DB = BENCH MARK DISK
 DP0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0169_SP_SET: BRIDGE
 DP0169_STAMPING: D-434 1934
 DP0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0169
 DP0169  HISTORY     - Date     Condition        Report By
 DP0169  HISTORY     - 1934     MONUMENTED       CGS
 DP0169  HISTORY     - 1935     GOOD             NGS
 DP0169  HISTORY     - 1956     GOOD             NGS
 DP0169
 DP0169                          STATION DESCRIPTION
 DP0169
 DP0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0169'9.5 MI N FROM DICKENS.
 DP0169'9.5 MI. N. ALONG U.S. NO. 62 12 FT. E. OF THE CENTER LINE OF HWY., AND
 DP0169'SET IN THE S.E. CORNER OF A LONG CONC. BRIDGE ACROSSS A WASH, 1 FT. N.
 DP0169'OF THE S. END OF GUARD RAIL.
 DP0169
 DP0169                          STATION RECOVERY (1956)
 DP0169
 DP0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 DP0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0170 ***********************************************************************
 DP0170  DESIGNATION -  D 434 RESET 1956
 DP0170  PID         -  DP0170
 DP0170  STATE/COUNTY-  TX/DICKENS
 DP0170  USGS QUAD   -  AFTON (1981)
 DP0170
 DP0170                         *CURRENT SURVEY CONTROL
 DP0170  ___________________________________________________________________
 DP0170* NAD 83(1986)-  33 45 15.     (N)    100 50 49.     (W)     SCALED    
 DP0170* NAVD 88     -       789.27   (meters)    2589.5    (feet)  RESET     
 DP0170  ___________________________________________________________________
 DP0170  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DP0170
 DP0170  VERT ORDER  -  THIRD
 DP0170
 DP0170.The horizontal coordinates were scaled from a topographic map and have
 DP0170.an estimated accuracy of +/- 6 seconds.
 DP0170
 DP0170.The orthometric height was computed from unverified reset data.
 DP0170
 DP0170.The geoid height was determined by GEOID03.
 DP0170
 DP0170;                    North         East    Units  Estimated Accuracy
 DP0170;SPC TXNC     - 2,233,920.      382,590.      MT  (+/- 180 meters Scaled)
 DP0170
 DP0170                          SUPERSEDED SURVEY CONTROL
 DP0170
 DP0170.No superseded survey control is available for this station.
 DP0170
 DP0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC289364(NAD 83)
 DP0170_MARKER: DB = BENCH MARK DISK
 DP0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0170_STAMPING: D 434 RESET 1956
 DP0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0170+STABILITY: SURFACE MOTION
 DP0170
 DP0170  HISTORY     - Date     Condition        Report By
 DP0170  HISTORY     - 1956     MONUMENTED       CGS
 DP0170
 DP0170                          STATION DESCRIPTION
 DP0170
 DP0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DP0170'9.5 MI N FROM DICKENS.
 DP0170'ABOUT 9.5 MILES NORTH ALONG U.S.HIGHWAY NO. 70, FROM THE COURT HOUSE
 DP0170'IN DICKENS, ALONG AN OLD SECTION OF THE HIGHWAY WHICH IS NOW ABOUT 0.1
 DP0170'MILE WEST OF THE REBUILT HIGHWAY, ABOUT 2 FEET NORTH OF A POWER POLE,
 DP0170'1 FOOT EAST OF A BARNYARD FENCE WHICH IS THE WEST RIGHT-OF-WAY FENCE
 DP0170'OF THE OLD HIGHWAY, AND ABOUT 75 YARDS SOUTHWEST OF THE OLD HIGHWAY
 DP0170'BRIDGE ON COTTONWOOD CREEK.  A DISK IN A CONCRETE POST, STAMPED D 434
 DP0170'RESET 1956 PROJECTING ABOUT 2 INCHES.  ELEV. 2588.520 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0105 ***********************************************************************
 EN0105  DESIGNATION -  D 435 RESET 1959
 EN0105  PID         -  EN0105
 EN0105  STATE/COUNTY-  TX/COTTLE
 EN0105  USGS QUAD   -  PADUCAH (1981)
 EN0105
 EN0105                         *CURRENT SURVEY CONTROL
 EN0105  ___________________________________________________________________
 EN0105* NAD 83(1986)-  34 01 23.     (N)    100 16 31.     (W)     SCALED    
 EN0105* NAVD 88     -       557.82   (meters)    1830.1    (feet)  RESET     
 EN0105  ___________________________________________________________________
 EN0105  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 EN0105
 EN0105  VERT ORDER  -  THIRD
 EN0105
 EN0105.The horizontal coordinates were scaled from a topographic map and have
 EN0105.an estimated accuracy of +/- 6 seconds.
 EN0105
 EN0105.The orthometric height was computed from unverified reset data.
 EN0105
 EN0105.The geoid height was determined by GEOID03.
 EN0105
 EN0105;                    North         East    Units  Estimated Accuracy
 EN0105;SPC TXNC     - 2,262,700.      436,040.      MT  (+/- 180 meters Scaled)
 EN0105
 EN0105                          SUPERSEDED SURVEY CONTROL
 EN0105
 EN0105.No superseded survey control is available for this station.
 EN0105
 EN0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC822654(NAD 83)
 EN0105_MARKER: DB = BENCH MARK DISK
 EN0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0105_STAMPING: D 435 RESET 1959
 EN0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0105+STABILITY: SURFACE MOTION
 EN0105
 EN0105  HISTORY     - Date     Condition        Report By
 EN0105  HISTORY     - 1959     MONUMENTED       CGS
 EN0105
 EN0105                          STATION DESCRIPTION
 EN0105
 EN0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EN0105'1.8 MI E FROM PADUCAH.
 EN0105'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY NO. 70 FROM PADUCAH, COTTLE
 EN0105'COUNTY, 25 YARDS SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND A
 EN0105'CONCRETE CULVERT AND 4 FEET EAST OF A POWER POLE IN THE SOUTH
 EN0105'RIGHT-OF-WAY LINE OF THE HIGHWAY.  IT IS IN THE EDGE OF A CULTIVATED
 EN0105'FIELD.  A STANDARD DISK STAMPED D 435 RESET 1959 IN A CONCRETE POST
 EN0105'WHICH PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0022 ***********************************************************************
 DP0022  DESIGNATION -  D 436
 DP0022  PID         -  DP0022
 DP0022  STATE/COUNTY-  TX/COTTLE
 DP0022  USGS QUAD   -  GROW (1981)
 DP0022
 DP0022                         *CURRENT SURVEY CONTROL
 DP0022  ___________________________________________________________________
 DP0022* NAD 83(1986)-  33 50 10.     (N)    100 19 49.     (W)     SCALED    
 DP0022* NAVD 88     -       554.119  (meters)    1817.97   (feet)  ADJUSTED  
 DP0022  ___________________________________________________________________
 DP0022  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DP0022  DYNAMIC HT  -         553.469 (meters)    1815.84  (feet)  COMP
 DP0022  MODELED GRAV-     979,447.1   (mgal)                       NAVD 88
 DP0022
 DP0022  VERT ORDER  -  SECOND    CLASS 0
 DP0022
 DP0022.The horizontal coordinates were scaled from a topographic map and have
 DP0022.an estimated accuracy of +/- 6 seconds.
 DP0022
 DP0022.The orthometric height was determined by differential leveling
 DP0022.and adjusted by the National Geodetic Survey in June 1991..
 DP0022
 DP0022.The geoid height was determined by GEOID03.
 DP0022
 DP0022.The dynamic height is computed by dividing the NAVD 88
 DP0022.geopotential number by the normal gravity value computed on the
 DP0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0022.degrees latitude (g = 980.6199 gals.).
 DP0022
 DP0022.The modeled gravity was interpolated from observed gravity values.
 DP0022
 DP0022;                    North         East    Units  Estimated Accuracy
 DP0022;SPC TXNC     - 2,242,050.      430,600.      MT  (+/- 180 meters Scaled)
 DP0022
 DP0022                          SUPERSEDED SURVEY CONTROL
 DP0022
 DP0022  NGVD 29 (??/??/92)  553.928  (m)         1817.35   (f) ADJ UNCH    2 0
 DP0022
 DP0022.Superseded values are not recommended for survey control.
 DP0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0022.See file dsdata.txt to determine how the superseded data were derived.
 DP0022
 DP0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC769447(NAD 83)
 DP0022_MARKER: DB = BENCH MARK DISK
 DP0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0022_STAMPING: D-436 1934
 DP0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0022+STABILITY: SURFACE MOTION
 DP0022
 DP0022  HISTORY     - Date     Condition        Report By
 DP0022  HISTORY     - 1934     MONUMENTED       CGS
 DP0022  HISTORY     - 1935     GOOD             NGS
 DP0022  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0022
 DP0022                          STATION DESCRIPTION
 DP0022
 DP0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0022'12.9 MI S FROM PADUCAH.
 DP0022'12.9 MI. S. ALONG U.S. NO. 83 2 FT. N. OF KING-COTTLE COUNTY LINE, 44
 DP0022'FT. W. OF THE CENTER LINE OF HWY., AND 1 FT. E. OF THE FENCE LINE.
 DP0022
 DP0022                          STATION RECOVERY (1968)
 DP0022
 DP0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0092 ***********************************************************************
 EN0092  DESIGNATION -  D 437
 EN0092  PID         -  EN0092
 EN0092  STATE/COUNTY-  TX/COTTLE
 EN0092  USGS QUAD   -  BAKER (1981)
 EN0092
 EN0092                         *CURRENT SURVEY CONTROL
 EN0092  ___________________________________________________________________
 EN0092* NAD 83(1986)-  34 11 59.     (N)    100 06 46.     (W)     SCALED    
 EN0092* NAVD 88     -       527.135  (meters)    1729.44   (feet)  ADJUSTED  
 EN0092  ___________________________________________________________________
 EN0092  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 EN0092  DYNAMIC HT  -         526.537 (meters)    1727.48  (feet)  COMP
 EN0092  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 EN0092
 EN0092  VERT ORDER  -  SECOND    CLASS 0
 EN0092
 EN0092.The horizontal coordinates were scaled from a topographic map and have
 EN0092.an estimated accuracy of +/- 6 seconds.
 EN0092
 EN0092.The orthometric height was determined by differential leveling
 EN0092.and adjusted by the National Geodetic Survey in June 1991..
 EN0092
 EN0092.The geoid height was determined by GEOID03.
 EN0092
 EN0092.The dynamic height is computed by dividing the NAVD 88
 EN0092.geopotential number by the normal gravity value computed on the
 EN0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0092.degrees latitude (g = 980.6199 gals.).
 EN0092
 EN0092.The modeled gravity was interpolated from observed gravity values.
 EN0092
 EN0092;                    North         East    Units  Estimated Accuracy
 EN0092;SPC TXNC     - 2,282,050.      451,350.      MT  (+/- 180 meters Scaled)
 EN0092
 EN0092                          SUPERSEDED SURVEY CONTROL
 EN0092
 EN0092  NGVD 29 (??/??/92)  526.943  (m)         1728.81   (f) ADJ UNCH    2 0
 EN0092
 EN0092.Superseded values are not recommended for survey control.
 EN0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0092.See file dsdata.txt to determine how the superseded data were derived.
 EN0092
 EN0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC974848(NAD 83)
 EN0092_MARKER: DB = BENCH MARK DISK
 EN0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0092_STAMPING: D 437 1935
 EN0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0092+STABILITY: SURFACE MOTION
 EN0092
 EN0092  HISTORY     - Date     Condition        Report By
 EN0092  HISTORY     - 1935     MONUMENTED       CGS
 EN0092  HISTORY     - 1958     GOOD             NGS
 EN0092
 EN0092                          STATION DESCRIPTION
 EN0092
 EN0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0092'3.8 MI NE FROM SWEARINGEN.
 EN0092'3.8 MILES NORTHEAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 EN0092'THE STATION AT SWEARINGEN, COTTLE COUNTY, 39 FEET SOUTHWEST OF THE
 EN0092'BAKER STATION SIGNPOST, ABOUT 2 1/2 POLES EAST OF MILEPOST 26, 47 FEET
 EN0092'SOUTH OF THE CENTER LINE OF THE TRACK, 30 FEET NORTH OF THE CENTER
 EN0092'LINE OF A HIGHWAY, AND 1 FOOT NORTH OF THE FENCE.  A STANDARD DISK,
 EN0092'STAMPED D 437 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- BM IS
 EN0092'2-1/4 POLES EAST OF MILEPOST 26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0218 ***********************************************************************
 DP0218  DESIGNATION -  D 438
 DP0218  PID         -  DP0218
 DP0218  STATE/COUNTY-  TX/MOTLEY
 DP0218  USGS QUAD   -  RUSSELLVILLE (1981)
 DP0218
 DP0218                         *CURRENT SURVEY CONTROL
 DP0218  ___________________________________________________________________
 DP0218* NAD 83(1986)-  33 55 00.     (N)    100 42 12.     (W)     SCALED    
 DP0218* NAVD 88     -       723.653  (meters)    2374.18   (feet)  ADJUSTED  
 DP0218  ___________________________________________________________________
 DP0218  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DP0218  DYNAMIC HT  -         722.774 (meters)    2371.30  (feet)  COMP
 DP0218  MODELED GRAV-     979,398.2   (mgal)                       NAVD 88
 DP0218
 DP0218  VERT ORDER  -  SECOND    CLASS 0
 DP0218
 DP0218.The horizontal coordinates were scaled from a topographic map and have
 DP0218.an estimated accuracy of +/- 6 seconds.
 DP0218
 DP0218.The orthometric height was determined by differential leveling
 DP0218.and adjusted by the National Geodetic Survey in June 1991..
 DP0218
 DP0218.The geoid height was determined by GEOID03.
 DP0218
 DP0218.The dynamic height is computed by dividing the NAVD 88
 DP0218.geopotential number by the normal gravity value computed on the
 DP0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0218.degrees latitude (g = 980.6199 gals.).
 DP0218
 DP0218.The modeled gravity was interpolated from observed gravity values.
 DP0218
 DP0218;                    North         East    Units  Estimated Accuracy
 DP0218;SPC TXNC     - 2,251,650.      396,270.      MT  (+/- 180 meters Scaled)
 DP0218
 DP0218                          SUPERSEDED SURVEY CONTROL
 DP0218
 DP0218  NGVD 29 (??/??/92)  723.379  (m)         2373.29   (f) ADJ UNCH    2 0
 DP0218
 DP0218.Superseded values are not recommended for survey control.
 DP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0218.See file dsdata.txt to determine how the superseded data were derived.
 DP0218
 DP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC425542(NAD 83)
 DP0218_MARKER: DB = BENCH MARK DISK
 DP0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0218_STAMPING: D 438 1934
 DP0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0218+STABILITY: SURFACE MOTION
 DP0218
 DP0218  HISTORY     - Date     Condition        Report By
 DP0218  HISTORY     - 1934     MONUMENTED       CGS
 DP0218  HISTORY     - 1958     GOOD             NGS
 DP0218
 DP0218                          STATION DESCRIPTION
 DP0218
 DP0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0218'1.0 MI W FROM RUSSELLVILLE.
 DP0218'1.0 MILE WEST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0218'RUSSELLVILLE, MOTLEY COUNTY, 1 3/4 POLES WEST OF MILEPOST 70, AT THE
 DP0218'WEST END OF A LONG CUT, ABOUT 93 FEET SOUTHEAST OF A STATION ONE MILE
 DP0218'SIGNBOARD, ABOUT 72 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 1
 DP0218'FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED D 438 1934 AND SET
 DP0218'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0312 ***********************************************************************
 DP0312  DESIGNATION -  D 443
 DP0312  PID         -  DP0312
 DP0312  STATE/COUNTY-  TX/LYNN
 DP0312  USGS QUAD   -  TAHOKA (1981)
 DP0312
 DP0312                         *CURRENT SURVEY CONTROL
 DP0312  ___________________________________________________________________
 DP0312* NAD 83(1986)-  33 10 01.     (N)    101 51 59.     (W)     SCALED    
 DP0312* NAVD 88     -       954.159  (meters)    3130.44   (feet)  ADJUSTED  
 DP0312  ___________________________________________________________________
 DP0312  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 DP0312  DYNAMIC HT  -         952.901 (meters)    3126.31  (feet)  COMP
 DP0312  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 DP0312
 DP0312  VERT ORDER  -  SECOND    CLASS 0
 DP0312
 DP0312.The horizontal coordinates were scaled from a topographic map and have
 DP0312.an estimated accuracy of +/- 6 seconds.
 DP0312
 DP0312.The orthometric height was determined by differential leveling
 DP0312.and adjusted by the National Geodetic Survey in June 1991..
 DP0312
 DP0312.The geoid height was determined by GEOID03.
 DP0312
 DP0312.The dynamic height is computed by dividing the NAVD 88
 DP0312.geopotential number by the normal gravity value computed on the
 DP0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0312.degrees latitude (g = 980.6199 gals.).
 DP0312
 DP0312.The modeled gravity was interpolated from observed gravity values.
 DP0312
 DP0312;                    North         East    Units  Estimated Accuracy
 DP0312;SPC TXNC     - 2,171,400.      286,090.      MT  (+/- 180 meters Scaled)
 DP0312
 DP0312                          SUPERSEDED SURVEY CONTROL
 DP0312
 DP0312  NGVD 29 (??/??/92)  953.769  (m)         3129.16   (f) ADJ UNCH    2 0
 DP0312
 DP0312.Superseded values are not recommended for survey control.
 DP0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0312.See file dsdata.txt to determine how the superseded data were derived.
 DP0312
 DP0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB326734(NAD 83)
 DP0312_MARKER: DB = BENCH MARK DISK
 DP0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0312_STAMPING: D 443 1934
 DP0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0312+STABILITY: SURFACE MOTION
 DP0312
 DP0312  HISTORY     - Date     Condition        Report By
 DP0312  HISTORY     - 1934     MONUMENTED       CGS
 DP0312  HISTORY     - 1969     MARK NOT FOUND   USGS
 DP0312
 DP0312                          STATION DESCRIPTION
 DP0312
 DP0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0312'4.0 MI W FROM TAHOKA.
 DP0312'4.0 MILES WEST ALONG U. S. HIGHWAY 380 AND STATE HIGHWAY 84 FROM THE
 DP0312'COUNTY COURTHOUSE AT TAHOKA, LYNN COUNTY, 0.1 MILE EAST OF A
 DP0312'FARMHOUSE, 37 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 DP0312'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 443 1934
 DP0312'AND SET IN THE TOP OF A CONCRETE POST.
 DP0312
 DP0312                          STATION RECOVERY (1969)
 DP0312
 DP0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0321 ***********************************************************************
 DP0321  DESIGNATION -  D 445
 DP0321  PID         -  DP0321
 DP0321  STATE/COUNTY-  TX/LYNN
 DP0321  USGS QUAD   -  NEW LYNN (1970)
 DP0321
 DP0321                         *CURRENT SURVEY CONTROL
 DP0321  ___________________________________________________________________
 DP0321* NAD 83(1986)-  33 09 56.     (N)    101 39 34.     (W)     SCALED    
 DP0321* NAVD 88     -       916.044  (meters)    3005.39   (feet)  ADJUSTED  
 DP0321  ___________________________________________________________________
 DP0321  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 DP0321  DYNAMIC HT  -         914.841 (meters)    3001.44  (feet)  COMP
 DP0321  MODELED GRAV-     979,293.5   (mgal)                       NAVD 88
 DP0321
 DP0321  VERT ORDER  -  SECOND    CLASS 0
 DP0321
 DP0321.The horizontal coordinates were scaled from a topographic map and have
 DP0321.an estimated accuracy of +/- 6 seconds.
 DP0321
 DP0321.The orthometric height was determined by differential leveling
 DP0321.and adjusted by the National Geodetic Survey in June 1991..
 DP0321
 DP0321.The geoid height was determined by GEOID03.
 DP0321
 DP0321.The dynamic height is computed by dividing the NAVD 88
 DP0321.geopotential number by the normal gravity value computed on the
 DP0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0321.degrees latitude (g = 980.6199 gals.).
 DP0321
 DP0321.The modeled gravity was interpolated from observed gravity values.
 DP0321
 DP0321;                    North         East    Units  Estimated Accuracy
 DP0321;SPC TXNC     - 2,170,640.      305,370.      MT  (+/- 180 meters Scaled)
 DP0321
 DP0321                          SUPERSEDED SURVEY CONTROL
 DP0321
 DP0321  NGVD 29 (??/??/92)  915.65   (m)         3004.1    (f) COMPUTED    2 0
 DP0321
 DP0321.Superseded values are not recommended for survey control.
 DP0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0321.See file dsdata.txt to determine how the superseded data were derived.
 DP0321
 DP0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB519727(NAD 83)
 DP0321_MARKER: DB = BENCH MARK DISK
 DP0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0321_STAMPING: D-445 1934
 DP0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0321+STABILITY: SURFACE MOTION
 DP0321
 DP0321  HISTORY     - Date     Condition        Report By
 DP0321  HISTORY     - 1934     MONUMENTED       CGS
 DP0321
 DP0321                          STATION DESCRIPTION
 DP0321
 DP0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0321'8.0 MI E FROM TAHOKA.
 DP0321'8.0 MI. E. ALONG U.S. NO. 380 0.4 MI. E. OF CROSS ROADS, 40 FT. S. OF
 DP0321'THE CENTER LINE OF HWY., AND 2 FT. N. OF A TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0322 ***********************************************************************
 DP0322  DESIGNATION -  D 445 RESET 1938
 DP0322  PID         -  DP0322
 DP0322  STATE/COUNTY-  TX/LYNN
 DP0322  USGS QUAD   -  NEW LYNN (1970)
 DP0322
 DP0322                         *CURRENT SURVEY CONTROL
 DP0322  ___________________________________________________________________
 DP0322* NAD 83(1986)-  33 09 56.     (N)    101 39 34.     (W)     SCALED    
 DP0322* NAVD 88     -       915.68   (+/-2cm)    3004.2    (feet)  VERTCON   
 DP0322  ___________________________________________________________________
 DP0322  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 DP0322
 DP0322  VERT ORDER  -  THIRD (See Below)
 DP0322
 DP0322.The horizontal coordinates were scaled from a topographic map and have
 DP0322.an estimated accuracy of +/- 6 seconds.
 DP0322
 DP0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0322.The vertical order pertains to the NGVD 29 superseded value.
 DP0322
 DP0322.The geoid height was determined by GEOID03.
 DP0322
 DP0322;                    North         East    Units  Estimated Accuracy
 DP0322;SPC TXNC     - 2,170,640.      305,370.      MT  (+/- 180 meters Scaled)
 DP0322
 DP0322                          SUPERSEDED SURVEY CONTROL
 DP0322
 DP0322  NGVD 29 (??/??/??)  915.28   (m)         3002.9    (f) RESET       3  
 DP0322
 DP0322.Superseded values are not recommended for survey control.
 DP0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0322.See file dsdata.txt to determine how the superseded data were derived.
 DP0322
 DP0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB519727(NAD 83)
 DP0322_MARKER: DB = BENCH MARK DISK
 DP0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0322_STAMPING: D 445 RESET 1938
 DP0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0322+STABILITY: SURFACE MOTION
 DP0322
 DP0322  HISTORY     - Date     Condition        Report By
 DP0322  HISTORY     - 1938     MONUMENTED       TXHD
 DP0322  HISTORY     - 1970     MARK NOT FOUND   USGS
 DP0322
 DP0322                          STATION DESCRIPTION
 DP0322
 DP0322'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0322'8.0 MI E FROM TAHOKA.
 DP0322'21 FEET SOUTH AND 22 FEET WEST OF THE ORIGINAL LOCATION OF D 445 WHICH
 DP0322'WAS DESCRIBED AS FOLLOWS-- 8.0 MILES EAST ALONG U. S. HIGHWAY 380 AND
 DP0322'STATE HIGHWAY 84 FROM THE COUNTY COURTHOUSE AT TAHOKA, LYNN COUNTY,
 DP0322'0.4 MILE EAST OF A ROAD INTERSECTION, 40 FEET SOUTH OF THE CENTERLINE
 DP0322'OF THE HIGHWAY, AND 2 FEET NORTH OF A ROW OF POLES.  A STANDARD DISK,
 DP0322'STAMPED D 445 RESET 1938 AND SET IN THE TOP OF A CONCRETE POST.
 DP0322
 DP0322                          STATION RECOVERY (1970)
 DP0322
 DP0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DP0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0666 ***********************************************************************
 CU0666  DESIGNATION -  D 446
 CU0666  PID         -  CU0666
 CU0666  STATE/COUNTY-  TX/DAWSON
 CU0666  USGS QUAD   -  KEY (1970)
 CU0666
 CU0666                         *CURRENT SURVEY CONTROL
 CU0666  ___________________________________________________________________
 CU0666* NAD 83(1986)-  32 42 54.     (N)    101 51 27.     (W)     SCALED    
 CU0666* NAVD 88     -       899.592  (meters)    2951.41   (feet)  ADJUSTED  
 CU0666  ___________________________________________________________________
 CU0666  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CU0666  DYNAMIC HT  -         898.398 (meters)    2947.49  (feet)  COMP
 CU0666  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 CU0666
 CU0666  VERT ORDER  -  SECOND    CLASS 0
 CU0666
 CU0666.The horizontal coordinates were scaled from a topographic map and have
 CU0666.an estimated accuracy of +/- 6 seconds.
 CU0666
 CU0666.The orthometric height was determined by differential leveling
 CU0666.and adjusted by the National Geodetic Survey in June 1991..
 CU0666
 CU0666.The geoid height was determined by GEOID03.
 CU0666
 CU0666.The dynamic height is computed by dividing the NAVD 88
 CU0666.geopotential number by the normal gravity value computed on the
 CU0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0666.degrees latitude (g = 980.6199 gals.).
 CU0666
 CU0666.The modeled gravity was interpolated from observed gravity values.
 CU0666
 CU0666;                    North         East    Units  Estimated Accuracy
 CU0666;SPC TXNC     - 2,121,280.      285,310.      MT  (+/- 180 meters Scaled)
 CU0666
 CU0666                          SUPERSEDED SURVEY CONTROL
 CU0666
 CU0666  NGVD 29 (??/??/92)  899.270  (m)         2950.36   (f) ADJ UNCH    2 0
 CU0666
 CU0666.Superseded values are not recommended for survey control.
 CU0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0666.See file dsdata.txt to determine how the superseded data were derived.
 CU0666
 CU0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB321233(NAD 83)
 CU0666_MARKER: DB = BENCH MARK DISK
 CU0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0666_STAMPING: D 446 1934
 CU0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0666+STABILITY: SURFACE MOTION
 CU0666
 CU0666  HISTORY     - Date     Condition        Report By
 CU0666  HISTORY     - 1934     MONUMENTED       CGS
 CU0666  HISTORY     - 1955     MARK NOT FOUND   NGS
 CU0666  HISTORY     - 1968     MARK NOT FOUND   USGS
 CU0666
 CU0666                          STATION DESCRIPTION
 CU0666
 CU0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CU0666'7.1 MI E FROM LAMESA.
 CU0666'7.1 MILES EAST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE AT LAMESA,
 CU0666'DAWSON COUNTY, 0.2 MILE EAST OF A FARMHOUSE AND A WINDMILL, 84 FEET
 CU0666'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 50 FEET SOUTH OF THE CENTERLINE
 CU0666'OF THE HIGHWAY, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 CU0666'STAMPED D 446 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CU0666
 CU0666                          STATION RECOVERY (1968)
 CU0666
 CU0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CU0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0498 ***********************************************************************
 CU0498  DESIGNATION -  D 447
 CU0498  PID         -  CU0498
 CU0498  STATE/COUNTY-  TX/SCURRY
 CU0498  USGS QUAD   -  IRA NW (1974)
 CU0498
 CU0498                         *CURRENT SURVEY CONTROL
 CU0498  ___________________________________________________________________
 CU0498* NAD 83(1986)-  32 44 42.     (N)    101 07 48.     (W)     SCALED    
 CU0498* NAVD 88     -       738.707  (meters)    2423.57   (feet)  ADJUSTED  
 CU0498  ___________________________________________________________________
 CU0498  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CU0498  DYNAMIC HT  -         737.736 (meters)    2420.39  (feet)  COMP
 CU0498  MODELED GRAV-     979,299.2   (mgal)                       NAVD 88
 CU0498
 CU0498  VERT ORDER  -  SECOND    CLASS 0
 CU0498
 CU0498.The horizontal coordinates were scaled from a topographic map and have
 CU0498.an estimated accuracy of +/- 6 seconds.
 CU0498
 CU0498.The orthometric height was determined by differential leveling
 CU0498.and adjusted by the National Geodetic Survey in June 1991..
 CU0498
 CU0498.The geoid height was determined by GEOID03.
 CU0498
 CU0498.The dynamic height is computed by dividing the NAVD 88
 CU0498.geopotential number by the normal gravity value computed on the
 CU0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0498.degrees latitude (g = 980.6199 gals.).
 CU0498
 CU0498.The modeled gravity was interpolated from observed gravity values.
 CU0498
 CU0498;                    North         East    Units  Estimated Accuracy
 CU0498;SPC TXNC     - 2,122,660.      353,570.      MT  (+/- 180 meters Scaled)
 CU0498
 CU0498                          SUPERSEDED SURVEY CONTROL
 CU0498
 CU0498  NGVD 29 (??/??/92)  738.382  (m)         2422.51   (f) ADJ UNCH    2 0
 CU0498
 CU0498.Superseded values are not recommended for survey control.
 CU0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0498.See file dsdata.txt to determine how the superseded data were derived.
 CU0498
 CU0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB004250(NAD 83)
 CU0498_MARKER: DB = BENCH MARK DISK
 CU0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0498_STAMPING: D 447 1934
 CU0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0498+STABILITY: SURFACE MOTION
 CU0498
 CU0498  HISTORY     - Date     Condition        Report By
 CU0498  HISTORY     - 1934     MONUMENTED       CGS
 CU0498  HISTORY     - 1961     GOOD             NGS
 CU0498
 CU0498                          STATION DESCRIPTION
 CU0498
 CU0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0498'14.8 MI W FROM SNYDER.
 CU0498'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0498'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0498'10.0 MILES WEST ALONG U. S. HIGHWAY 180, THENCE 1.0 MILE NORTH ALONG A
 CU0498'GRADED DIRT ROAD, THENCE 2.65 MILES WEST ALONG A GRADED DIRT ROAD, 0.3
 CU0498'MILE EAST OF THE JUNCTION OF THE ROAD AND FARM ROAD 1269 LEADING
 CU0498'NORTH, ON THE CREST OF A KNOLL, 28 FEET NORTH OF THE CENTER LINE OF
 CU0498'THE DIRT ROAD, 5 FEET SOUTH OF A FENCE, ABOUT 1 FOOT ABOVE THE LEVEL
 CU0498'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0233 ***********************************************************************
 CC0233  DESIGNATION -  D 448
 CC0233  PID         -  CC0233
 CC0233  STATE/COUNTY-  TX/WARD
 CC0233  USGS QUAD   -  MONAHANS (1981)
 CC0233
 CC0233                         *CURRENT SURVEY CONTROL
 CC0233  ___________________________________________________________________
 CC0233* NAD 83(1986)-  31 35 24.     (N)    102 54 45.     (W)     SCALED    
 CC0233* NAVD 88     -       795.589  (meters)    2610.19   (feet)  ADJUSTED  
 CC0233  ___________________________________________________________________
 CC0233  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CC0233  DYNAMIC HT  -         794.483 (meters)    2606.57  (feet)  COMP
 CC0233  MODELED GRAV-     979,223.2   (mgal)                       NAVD 88
 CC0233
 CC0233  VERT ORDER  -  FIRST     CLASS II
 CC0233
 CC0233.The horizontal coordinates were scaled from a topographic map and have
 CC0233.an estimated accuracy of +/- 6 seconds.
 CC0233
 CC0233.The orthometric height was determined by differential leveling
 CC0233.and adjusted by the National Geodetic Survey in June 1991..
 CC0233.WARNING-Repeat measurements at this control monument indicate possible
 CC0233.vertical movement.
 CC0233
 CC0233.The geoid height was determined by GEOID03.
 CC0233
 CC0233.The dynamic height is computed by dividing the NAVD 88
 CC0233.geopotential number by the normal gravity value computed on the
 CC0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0233.degrees latitude (g = 980.6199 gals.).
 CC0233
 CC0233.The modeled gravity was interpolated from observed gravity values.
 CC0233
 CC0233;                    North         East    Units  Estimated Accuracy
 CC0233;SPC TX C     - 3,216,050.      455,250.      MT  (+/- 180 meters Scaled)
 CC0233
 CC0233                          SUPERSEDED SURVEY CONTROL
 CC0233
 CC0233  NGVD 29 (??/??/92)  795.253  (m)         2609.09   (f) ADJ UNCH    1 2
 CC0233
 CC0233.Superseded values are not recommended for survey control.
 CC0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0233.See file dsdata.txt to determine how the superseded data were derived.
 CC0233
 CC0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ980968(NAD 83)
 CC0233_MARKER: DB = BENCH MARK DISK
 CC0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0233_STAMPING: D 448 1935
 CC0233_MARK LOGO: CGS   
 CC0233_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0233+STABILITY: SURFACE MOTION
 CC0233
 CC0233  HISTORY     - Date     Condition        Report By
 CC0233  HISTORY     - 1935     MONUMENTED       CGS
 CC0233  HISTORY     - 1956     GOOD             NGS
 CC0233  HISTORY     - 1981     GOOD             NGS
 CC0233
 CC0233                          STATION DESCRIPTION
 CC0233
 CC0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0233'1.1 MI W FROM MONAHANS.
 CC0233'1.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CC0233'AT MONAHANS, AT A JUNCTION WITH THE TEXAS AND NEW MEXICO RAILROAD, 173
 CC0233'FEET NORTH OF THE NORTH RAIL OF THE TEXAS AND PACIFIC RAILROAD, 89.5
 CC0233'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TEXAS AND NEW MEXICO
 CC0233'RAILROAD, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CC0233'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0233
 CC0233                          STATION RECOVERY (1981)
 CC0233
 CC0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0233'IN MONAHANS, AT THE JUNCTION OF THE MISSOURI PACIFIC RAILROAD AND
 CC0233'THE TEXAS AND NEW MEXICO RAILROAD, 0.5 KM (0.3 MI) NORTHEAST OF
 CC0233'LOOP ROAD 446, 52.7 METERS (173.0 FT) NORTH-NORTHWEST OF THE NEAR
 CC0233'RAIL OF THE MISSOURI PACIFIC RAILROAD, 44.8 METERS (147.0 FT) NORTH
 CC0233'OF A UTILITY POLE, 27.3 METERS (89.5 FT) SOUTH-SOUTHWEST OF THE
 CC0233'NEAR RAIL OF THE TEXAS AND NEW MEXICO RAILROAD, 0.6 METER (2.0 FT)
 CC0233'WEST OF A 4X4 INCH WOODEN WITNESS POST, AND 0.9 METER (3.0 FT)
 CC0233'BELOW THE TRACKS OF THE TEXAS AND NEW MEXICO RAILROAD.
 CC0233'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0233'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0333 ***********************************************************************
 BN0333  DESIGNATION -  D 449
 BN0333  PID         -  BN0333
 BN0333  STATE/COUNTY-  TX/KIMBLE
 BN0333  USGS QUAD   -  SEGOVIA (1974)
 BN0333
 BN0333                         *CURRENT SURVEY CONTROL
 BN0333  ___________________________________________________________________
 BN0333* NAD 83(1986)-  30 28 35.     (N)    099 41 17.     (W)     SCALED    
 BN0333* NAVD 88     -       528.863  (meters)    1735.11   (feet)  ADJUSTED  
 BN0333  ___________________________________________________________________
 BN0333  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 BN0333  DYNAMIC HT  -         528.114 (meters)    1732.65  (feet)  COMP
 BN0333  MODELED GRAV-     979,208.8   (mgal)                       NAVD 88
 BN0333
 BN0333  VERT ORDER  -  SECOND    CLASS 0
 BN0333
 BN0333.The horizontal coordinates were scaled from a topographic map and have
 BN0333.an estimated accuracy of +/- 6 seconds.
 BN0333
 BN0333.The orthometric height was determined by differential leveling
 BN0333.and adjusted by the National Geodetic Survey in June 1991..
 BN0333
 BN0333.The geoid height was determined by GEOID03.
 BN0333
 BN0333.The dynamic height is computed by dividing the NAVD 88
 BN0333.geopotential number by the normal gravity value computed on the
 BN0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0333.degrees latitude (g = 980.6199 gals.).
 BN0333
 BN0333.The modeled gravity was interpolated from observed gravity values.
 BN0333
 BN0333;                    North         East    Units  Estimated Accuracy
 BN0333;SPC TX C     - 3,089,940.      761,960.      MT  (+/- 180 meters Scaled)
 BN0333
 BN0333                          SUPERSEDED SURVEY CONTROL
 BN0333
 BN0333  NGVD 29 (??/??/92)  528.827  (m)         1734.99   (f) ADJ UNCH    2 0
 BN0333
 BN0333.Superseded values are not recommended for survey control.
 BN0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0333.See file dsdata.txt to determine how the superseded data were derived.
 BN0333
 BN0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU339717(NAD 83)
 BN0333_MARKER: DB = BENCH MARK DISK
 BN0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0333_STAMPING: D 449 1935
 BN0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0333+STABILITY: SURFACE MOTION
 BN0333
 BN0333  HISTORY     - Date     Condition        Report By
 BN0333  HISTORY     - 1935     MONUMENTED       CGS
 BN0333  HISTORY     - 1953     GOOD             NGS
 BN0333  HISTORY     - 1974     MARK NOT FOUND   USGS
 BN0333  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 BN0333
 BN0333                          STATION DESCRIPTION
 BN0333
 BN0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0333'6.25 MI E FROM JUNCTION.
 BN0333'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 83 AND 290 FROM THE COURTHOUSE
 BN0333'AT JUNCTION, THENCE 1.9 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 290,
 BN0333'THENCE 3.85 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 215 FEET
 BN0333'SOUTHEAST OF THE BOTTOM OF A DIP, 38.5 FEET NORTHEAST OF THE CENTER
 BN0333'LINE OF THE ROAD, 12.2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.8 FEET
 BN0333'SOUTHWEST OF A FENCE, 0.8 FOOT SOUTHWEST OF A WITNESS POST, SET IN THE
 BN0333'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BN0333
 BN0333                          STATION RECOVERY (1974)
 BN0333
 BN0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BN0333'MARK NOT FOUND.
 BN0333
 BN0333                          STATION RECOVERY (1999)
 BN0333
 BN0333'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1113 ***********************************************************************
 AY1113  DESIGNATION -  D 450
 AY1113  PID         -  AY1113
 AY1113  STATE/COUNTY-  TX/KERR
 AY1113  USGS QUAD   -  FALL CREEK (1982)
 AY1113
 AY1113                         *CURRENT SURVEY CONTROL
 AY1113  ___________________________________________________________________
 AY1113* NAD 83(1986)-  29 59 20.     (N)    099 08 59.     (W)     SCALED    
 AY1113* NAVD 88     -       550.753  (meters)    1806.93   (feet)  ADJUSTED  
 AY1113  ___________________________________________________________________
 AY1113  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 AY1113  DYNAMIC HT  -         549.964 (meters)    1804.34  (feet)  COMP
 AY1113  MODELED GRAV-     979,190.7   (mgal)                       NAVD 88
 AY1113
 AY1113  VERT ORDER  -  SECOND    CLASS 0
 AY1113
 AY1113.The horizontal coordinates were scaled from a topographic map and have
 AY1113.an estimated accuracy of +/- 6 seconds.
 AY1113
 AY1113.The orthometric height was determined by differential leveling
 AY1113.and adjusted by the National Geodetic Survey in June 1991..
 AY1113
 AY1113.The geoid height was determined by GEOID03.
 AY1113
 AY1113.The dynamic height is computed by dividing the NAVD 88
 AY1113.geopotential number by the normal gravity value computed on the
 AY1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1113.degrees latitude (g = 980.6199 gals.).
 AY1113
 AY1113.The modeled gravity was interpolated from observed gravity values.
 AY1113
 AY1113;                    North         East    Units  Estimated Accuracy
 AY1113;SPC TXSC     - 4,238,910.      585,550.      MT  (+/- 180 meters Scaled)
 AY1113
 AY1113                          SUPERSEDED SURVEY CONTROL
 AY1113
 AY1113  NGVD 29 (??/??/92)  550.675  (m)         1806.67   (f) ADJ UNCH    2 0
 AY1113
 AY1113.Superseded values are not recommended for survey control.
 AY1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1113.See file dsdata.txt to determine how the superseded data were derived.
 AY1113
 AY1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU855175(NAD 83)
 AY1113_MARKER: DB = BENCH MARK DISK
 AY1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1113_STAMPING: D 450 1935
 AY1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1113+STABILITY: SURFACE MOTION
 AY1113
 AY1113  HISTORY     - Date     Condition        Report By
 AY1113  HISTORY     - 1935     MONUMENTED       CGS
 AY1113  HISTORY     - 1953     GOOD             NGS
 AY1113  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1113  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1113
 AY1113                          STATION DESCRIPTION
 AY1113
 AY1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1113'4.4 MI SW FROM KERRVILLE.
 AY1113'4.4 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1113'KERRVILLE, 87 FEET SOUTH OF THE CENTER OF A STEEL GATE, 57 FEET WEST
 AY1113'OF THE CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF A FENCE, 2 FEET
 AY1113'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1113'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AY1113
 AY1113                          STATION RECOVERY (1990)
 AY1113
 AY1113'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1113'MARK NOT FOUND.
 AY1113
 AY1113                          STATION RECOVERY (2005)
 AY1113
 AY1113'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0236 ***********************************************************************
 CD0236  DESIGNATION -  D 451
 CD0236  PID         -  CD0236
 CD0236  STATE/COUNTY-  TX/CULBERSON
 CD0236  USGS QUAD   -  VAN HORN (1979)
 CD0236
 CD0236                         *CURRENT SURVEY CONTROL
 CD0236  ___________________________________________________________________
 CD0236* NAD 83(1986)-  31 07 00.     (N)    104 48 35.     (W)     SCALED    
 CD0236* NAVD 88     -      1231.293  (meters)    4039.67   (feet)  ADJUSTED  
 CD0236  ___________________________________________________________________
 CD0236  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0236  DYNAMIC HT  -        1229.374 (meters)    4033.37  (feet)  COMP
 CD0236  MODELED GRAV-     979,039.5   (mgal)                       NAVD 88
 CD0236
 CD0236  VERT ORDER  -  SECOND    CLASS 0
 CD0236
 CD0236.The horizontal coordinates were scaled from a topographic map and have
 CD0236.an estimated accuracy of +/- 6 seconds.
 CD0236
 CD0236.The orthometric height was determined by differential leveling
 CD0236.and adjusted by the National Geodetic Survey in June 1991..
 CD0236
 CD0236.The geoid height was determined by GEOID03.
 CD0236
 CD0236.The dynamic height is computed by dividing the NAVD 88
 CD0236.geopotential number by the normal gravity value computed on the
 CD0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0236.degrees latitude (g = 980.6199 gals.).
 CD0236
 CD0236.The modeled gravity was interpolated from observed gravity values.
 CD0236
 CD0236;                    North         East    Units  Estimated Accuracy
 CD0236;SPC TX C     - 3,169,330.      273,170.      MT  (+/- 180 meters Scaled)
 CD0236
 CD0236                          SUPERSEDED SURVEY CONTROL
 CD0236
 CD0236  NGVD 29 (??/??/92) 1230.794  (m)         4038.03   (f) ADJ UNCH    2 0
 CD0236
 CD0236.Superseded values are not recommended for survey control.
 CD0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0236.See file dsdata.txt to determine how the superseded data were derived.
 CD0236
 CD0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ181425(NAD 83)
 CD0236_MARKER: DB = BENCH MARK DISK
 CD0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0236_STAMPING: D 451 1934
 CD0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0236+STABILITY: SURFACE MOTION
 CD0236
 CD0236  HISTORY     - Date     Condition        Report By
 CD0236  HISTORY     - 1934     MONUMENTED       CGS
 CD0236  HISTORY     - 1958     GOOD             NGS
 CD0236
 CD0236                          STATION DESCRIPTION
 CD0236
 CD0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0236'5.55 MI N FROM VAN HORN.
 CD0236'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0236'STATION AT VAN HORN, THENCE ABOUT 5.4 MILES NORTH ALONG STATE HIGHWAY
 CD0236'54.  82 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE
 CD0236'NORTH OF THE SOUTHEAST POINT OF A SMALL MOUNTAIN, ABOUT MIDWAY BETWEEN
 CD0236'THE TWO MOST NORTHERLY OF FOUR CULVERTS, 4 FEET WEST OF A FENCE, 2
 CD0236'FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE LEVEL OF
 CD0236'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0147 ***********************************************************************
 CD0147  DESIGNATION -  D 452 RESET 1967
 CD0147  PID         -  CD0147
 CD0147  STATE/COUNTY-  TX/REEVES
 CD0147  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0147
 CD0147                         *CURRENT SURVEY CONTROL
 CD0147  ___________________________________________________________________
 CD0147* NAD 83(1986)-  31 05 25.     (N)    104 03 20.     (W)     SCALED    
 CD0147* NAVD 88     -      1209.036  (meters)    3966.65   (feet)  ADJUSTED  
 CD0147  ___________________________________________________________________
 CD0147  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 CD0147  DYNAMIC HT  -        1207.182 (meters)    3960.56  (feet)  COMP
 CD0147  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 CD0147
 CD0147  VERT ORDER  -  FIRST     CLASS II
 CD0147
 CD0147.The horizontal coordinates were scaled from a topographic map and have
 CD0147.an estimated accuracy of +/- 6 seconds.
 CD0147
 CD0147.The orthometric height was determined by differential leveling
 CD0147.and adjusted by the National Geodetic Survey in June 1991..
 CD0147
 CD0147.The geoid height was determined by GEOID03.
 CD0147
 CD0147.The dynamic height is computed by dividing the NAVD 88
 CD0147.geopotential number by the normal gravity value computed on the
 CD0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0147.degrees latitude (g = 980.6199 gals.).
 CD0147
 CD0147.The modeled gravity was interpolated from observed gravity values.
 CD0147
 CD0147;                    North         East    Units  Estimated Accuracy
 CD0147;SPC TX C     - 3,163,760.      344,960.      MT  (+/- 180 meters Scaled)
 CD0147
 CD0147                          SUPERSEDED SURVEY CONTROL
 CD0147
 CD0147.No superseded survey control is available for this station.
 CD0147
 CD0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ900399(NAD 83)
 CD0147_MARKER: DB = BENCH MARK DISK
 CD0147_SETTING: 66 = SET IN ROCK OUTCROP
 CD0147_SP_SET: ROCK
 CD0147_STAMPING: D 452 RESET 1967
 CD0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0147+STABILITY: POSITION/ELEVATION WELL
 CD0147
 CD0147  HISTORY     - Date     Condition        Report By
 CD0147  HISTORY     - 1967     MONUMENTED       CGS
 CD0147  HISTORY     - 1981     GOOD             NGS
 CD0147
 CD0147                          STATION DESCRIPTION
 CD0147
 CD0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CD0147'10.0 MI E FROM KENT.
 CD0147'ABOUT 10.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM KENT TO THE JUNCTION
 CD0147'OF U.S. HIGHWAY 290 AND SITE OF BENCH MARK, 35 FEET NORTH OF THE NORTH
 CD0147'RIGHT-OF-WAY, ON THE WEST BANK OF A WASH, 130 FEET EAST OF THE CENTER
 CD0147'OF A WINDMILL, ON THE EAST SLOPE OF HILL, IN A ROCK OUTCROP WHICH
 CD0147'FORMS THE RIM OF HILL.  A C AND GS BENCH MARK DISK CEMENTED IN A DRILL
 CD0147'HOLE FLUSH WITH THE TOP OF ROCK.
 CD0147
 CD0147                          STATION RECOVERY (1981)
 CD0147
 CD0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0147'16.1 KM (10.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0147'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, THENCE
 CD0147'0.3 KM (0.2 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20, 45.7
 CD0147'METERS (150.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE SOUTH
 CD0147'BOUND LANES OF THE INTERSTATE HIGHWAY ENTRANCE ROAD TO INTERSTATE
 CD0147'HIGHWAY 10 WEST BOUND LANES, 42.1 METERS (138.0 FT) EAST OF UTILITY
 CD0147'POLE WITH TRANSFORMER NUMBER 5, 39.3 METERS (129.0 FT) NORTHEAST
 CD0147'OF THE CENTER OF THE NORTH 1 OF 2 WATER TANKS, AND 13.7 METERS
 CD0147'(45.0 FT) NORTH-NORTHWEST OF A FENCE.
 CD0147'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CD0147'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0239 ***********************************************************************
 BP0239  DESIGNATION -  D 453
 BP0239  PID         -  BP0239
 BP0239  STATE/COUNTY-  TX/REEVES
 BP0239  USGS QUAD   -  DEEP WELL RANCH NW (1970)
 BP0239
 BP0239                         *CURRENT SURVEY CONTROL
 BP0239  ___________________________________________________________________
 BP0239* NAD 83(1986)-  30 57 39.     (N)    103 28 03.     (W)     SCALED    
 BP0239* NAVD 88     -       947.643  (meters)    3109.06   (feet)  POSTED    
 BP0239  ___________________________________________________________________
 BP0239  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 BP0239  DYNAMIC HT  -         946.220 (meters)    3104.39  (feet)  COMP
 BP0239  MODELED GRAV-     979,102.0   (mgal)                       NAVD 88
 BP0239
 BP0239  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0239
 BP0239.The horizontal coordinates were scaled from a topographic map and have
 BP0239.an estimated accuracy of +/- 6 seconds.
 BP0239
 BP0239.The orthometric height was determined by differential leveling
 BP0239.and adjusted by the National Geodetic Survey in 1992..
 BP0239.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0239.rate of 1.1 thru 2.0 mm/km.
 BP0239
 BP0239.The geoid height was determined by GEOID03.
 BP0239
 BP0239.The dynamic height is computed by dividing the NAVD 88
 BP0239.geopotential number by the normal gravity value computed on the
 BP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0239.degrees latitude (g = 980.6199 gals.).
 BP0239
 BP0239.The modeled gravity was interpolated from observed gravity values.
 BP0239
 BP0239;                    North         East    Units  Estimated Accuracy
 BP0239;SPC TX C     - 3,147,680.      400,630.      MT  (+/- 180 meters Scaled)
 BP0239
 BP0239                          SUPERSEDED SURVEY CONTROL
 BP0239
 BP0239  NGVD 29 (??/??/92)  947.324  (m)         3108.01   (f) ADJ UNCH    2 0
 BP0239
 BP0239.Superseded values are not recommended for survey control.
 BP0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0239.See file dsdata.txt to determine how the superseded data were derived.
 BP0239
 BP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ463262(NAD 83)
 BP0239_MARKER: DB = BENCH MARK DISK
 BP0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0239_STAMPING: D 453 1934
 BP0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0239+STABILITY: SURFACE MOTION
 BP0239
 BP0239  HISTORY     - Date     Condition        Report By
 BP0239  HISTORY     - 1934     MONUMENTED       CGS
 BP0239  HISTORY     - 1970     GOOD             USGS
 BP0239
 BP0239                          STATION DESCRIPTION
 BP0239
 BP0239'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BP0239'16.7 MI E FROM BALMORHEA.
 BP0239'ABOUT 16.7 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0239'BALMORHEA, 0.6 MILE WEST OF BRIDGE OVER BARRILLA DRAW, 95 FEET SOUTH
 BP0239'OF THE CENTER LINE OF THE HIGHWAY, AT A 6 FEET DEEP ROAD CUT, 38 FEET
 BP0239'SOUTH OF THE EDGE OF ROAD CUT, IN THE TOP OF A CONCRETE POST
 BP0239'PROJECTING 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0142 ***********************************************************************
 BQ0142  DESIGNATION -  D 454
 BQ0142  PID         -  BQ0142
 BQ0142  STATE/COUNTY-  TX/PRESIDIO
 BQ0142  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0142
 BQ0142                         *CURRENT SURVEY CONTROL
 BQ0142  ___________________________________________________________________
 BQ0142* NAD 83(1986)-  30 07 51.     (N)    104 07 31.     (W)     SCALED    
 BQ0142* NAVD 88     -      1395.484  (meters)    4578.35   (feet)  ADJUSTED  
 BQ0142  ___________________________________________________________________
 BQ0142  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 BQ0142  DYNAMIC HT  -        1393.148 (meters)    4570.69  (feet)  COMP
 BQ0142  MODELED GRAV-     978,918.9   (mgal)                       NAVD 88
 BQ0142
 BQ0142  VERT ORDER  -  FIRST     CLASS II
 BQ0142
 BQ0142.The horizontal coordinates were scaled from a topographic map and have
 BQ0142.an estimated accuracy of +/- 6 seconds.
 BQ0142
 BQ0142.The orthometric height was determined by differential leveling
 BQ0142.and adjusted by the National Geodetic Survey in June 1991..
 BQ0142
 BQ0142.The geoid height was determined by GEOID03.
 BQ0142
 BQ0142.The dynamic height is computed by dividing the NAVD 88
 BQ0142.geopotential number by the normal gravity value computed on the
 BQ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0142.degrees latitude (g = 980.6199 gals.).
 BQ0142
 BQ0142.The modeled gravity was interpolated from observed gravity values.
 BQ0142
 BQ0142;                    North         East    Units  Estimated Accuracy
 BQ0142;SPC TXSC     - 4,265,450.      106,310.      MT  (+/- 180 meters Scaled)
 BQ0142
 BQ0142                          SUPERSEDED SURVEY CONTROL
 BQ0142
 BQ0142  NGVD 29 (??/??/92) 1395.000  (m)         4576.76   (f) ADJ UNCH    1 2
 BQ0142
 BQ0142.Superseded values are not recommended for survey control.
 BQ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0142.See file dsdata.txt to determine how the superseded data were derived.
 BQ0142
 BQ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP842336(NAD 83)
 BQ0142_MARKER: DB = BENCH MARK DISK
 BQ0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0142_SP_SET: CULVERT
 BQ0142_STAMPING: D 454 1935
 BQ0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0142
 BQ0142  HISTORY     - Date     Condition        Report By
 BQ0142  HISTORY     - 1935     MONUMENTED       CGS
 BQ0142  HISTORY     - 1958     GOOD             NGS
 BQ0142  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0142  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BQ0142
 BQ0142                          STATION DESCRIPTION
 BQ0142
 BQ0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0142'14.2 MI SW FROM MARFA.
 BQ0142'ABOUT 14.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 67 FROM THE TEXAS AND
 BQ0142'NEW ORLEANS RAILROAD STATION AT MARFA, IN THE TOP OF THE SOUTHWEST END
 BQ0142'OF THE NORTHWEST CONCRETE HEAD WALL OF A BOX CULVERT, ABOUT 0.4 MILE
 BQ0142'NORTHEAST OF THE CREST OF A HILL, 15 FEET NORTHWEST OF THE CENTER LINE
 BQ0142'OF THE HIGHWAY, 35 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, AND ABOUT
 BQ0142'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BQ0142
 BQ0142                          STATION RECOVERY (1981)
 BQ0142
 BQ0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0142'NOTE=THERE IS A NEW CONCRETE BOX CULVERT AT THIS LOCATION.
 BQ0142
 BQ0142                          STATION RECOVERY (1996)
 BQ0142
 BQ0142'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0143 ***********************************************************************
 BQ0143  DESIGNATION -  D 454 RESET 1975
 BQ0143  PID         -  BQ0143
 BQ0143  STATE/COUNTY-  TX/PRESIDIO
 BQ0143  USGS QUAD   -  OAK CREEK (1983)
 BQ0143
 BQ0143                         *CURRENT SURVEY CONTROL
 BQ0143  ___________________________________________________________________
 BQ0143* NAD 83(1986)-  30 07 41.     (N)    104 07 40.     (W)     SCALED    
 BQ0143* NAVD 88     -      1408.275  (meters)    4620.32   (feet)  ADJUSTED  
 BQ0143  ___________________________________________________________________
 BQ0143  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BQ0143  DYNAMIC HT  -        1405.916 (meters)    4612.58  (feet)  COMP
 BQ0143  MODELED GRAV-     978,917.4   (mgal)                       NAVD 88
 BQ0143
 BQ0143  VERT ORDER  -  FIRST     CLASS II
 BQ0143
 BQ0143.The horizontal coordinates were scaled from a topographic map and have
 BQ0143.an estimated accuracy of +/- 6 seconds.
 BQ0143
 BQ0143.The orthometric height was determined by differential leveling
 BQ0143.and adjusted by the National Geodetic Survey in June 1991..
 BQ0143
 BQ0143.The geoid height was determined by GEOID03.
 BQ0143
 BQ0143.The dynamic height is computed by dividing the NAVD 88
 BQ0143.geopotential number by the normal gravity value computed on the
 BQ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0143.degrees latitude (g = 980.6199 gals.).
 BQ0143
 BQ0143.The modeled gravity was interpolated from observed gravity values.
 BQ0143
 BQ0143;                    North         East    Units  Estimated Accuracy
 BQ0143;SPC TXSC     - 4,265,150.      106,060.      MT  (+/- 180 meters Scaled)
 BQ0143
 BQ0143                          SUPERSEDED SURVEY CONTROL
 BQ0143
 BQ0143.No superseded survey control is available for this station.
 BQ0143
 BQ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP840332(NAD 83)
 BQ0143_MARKER: DB = BENCH MARK DISK
 BQ0143_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0143_SP_SET: BEDROCK
 BQ0143_STAMPING: D 454 RESET 1975
 BQ0143_MARK LOGO: NGS   
 BQ0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0143+STABILITY: POSITION/ELEVATION WELL
 BQ0143
 BQ0143  HISTORY     - Date     Condition        Report By
 BQ0143  HISTORY     - 1957     MONUMENTED       CGS
 BQ0143  HISTORY     - 1981     GOOD             NGS
 BQ0143  HISTORY     - 1989     GOOD             USPSQD
 BQ0143  HISTORY     - 19961010 GOOD             USPSQD
 BQ0143
 BQ0143                          STATION DESCRIPTION
 BQ0143
 BQ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0143'14.0 MI SSW FROM MARFA.
 BQ0143'FROM THE INTERSECTION OF U.S. HIGHWAY 67 AND 90 IN MARFA, GO
 BQ0143'SOUTH-SOUTHWEST ON U.S. HWY. 67 FOR 12.5 MILES TO BRIDGE, CONTINUE
 BQ0143'SOUTH-SOUTHWEST ON U.S. HWY. 67 FOR 1.9 MILES TO MARK ON THE RIGHT, ON
 BQ0143'SLOPE OF HILL.  STANDARD BENCH MARK DISK, SET IN A DRILL HOLE IN
 BQ0143'BEDROCK AND IS STAMPED D 454 1975.  IT IS 58 FEET WEST OF THE
 BQ0143'CENTER-LINE OF HIGHWAY, 8 FEET WEST OF THE FENCE-LINE, NEAR THE CENTER
 BQ0143'OF THE SLOPE OF HILL THE HIGHWAY PASSES OVER AND IN BED-ROCK THAT
 BQ0143'PROJECTS ABOUT 1-FOOT.
 BQ0143
 BQ0143                          STATION RECOVERY (1981)
 BQ0143
 BQ0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0143'22.6 KM (14.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0143'WITH U.S. HIGHWAY 90 IN MARFA, IN TOP OF A 2X3 FOOT EXPOSED AREA OF
 BQ0143'ROCK OUTCROPPING, 17.5 METERS (57.5 FT) NORTHWEST OF THE CENTERLINE
 BQ0143'OF THE HIGHWAY, AND 2.4 METERS (8.0 FT) NORTHWEST OF A FENCE.
 BQ0143'THE MARK IS 2.4 METERS  W FROM A WITNESS POST.
 BQ0143'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BQ0143
 BQ0143                          STATION RECOVERY (1989)
 BQ0143
 BQ0143'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0143'RECOVERED IN GOOD CONDITION.
 BQ0143
 BQ0143                          STATION RECOVERY (1996)
 BQ0143
 BQ0143'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0386 ***********************************************************************
 BQ0386  DESIGNATION -  D 454 RESET 1979
 BQ0386  PID         -  BQ0386
 BQ0386  STATE/COUNTY-  TX/PRESIDIO
 BQ0386  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0386
 BQ0386                         *CURRENT SURVEY CONTROL
 BQ0386  ___________________________________________________________________
 BQ0386* NAD 83(1986)-  30 08 00.     (N)    104 07 24.     (W)     SCALED    
 BQ0386* NAVD 88     -      1392.735  (meters)    4569.33   (feet)  ADJUSTED  
 BQ0386  ___________________________________________________________________
 BQ0386  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 BQ0386  DYNAMIC HT  -        1390.405 (meters)    4561.69  (feet)  COMP
 BQ0386  MODELED GRAV-     978,920.1   (mgal)                       NAVD 88
 BQ0386
 BQ0386  VERT ORDER  -  FIRST     CLASS II
 BQ0386
 BQ0386.The horizontal coordinates were scaled from a topographic map and have
 BQ0386.an estimated accuracy of +/- 6 seconds.
 BQ0386
 BQ0386.The orthometric height was determined by differential leveling
 BQ0386.and adjusted by the National Geodetic Survey in June 1991..
 BQ0386
 BQ0386.The geoid height was determined by GEOID03.
 BQ0386
 BQ0386.The dynamic height is computed by dividing the NAVD 88
 BQ0386.geopotential number by the normal gravity value computed on the
 BQ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0386.degrees latitude (g = 980.6199 gals.).
 BQ0386
 BQ0386.The modeled gravity was interpolated from observed gravity values.
 BQ0386
 BQ0386;                    North         East    Units  Estimated Accuracy
 BQ0386;SPC TXSC     - 4,265,720.      106,510.      MT  (+/- 180 meters Scaled)
 BQ0386
 BQ0386                          SUPERSEDED SURVEY CONTROL
 BQ0386
 BQ0386.No superseded survey control is available for this station.
 BQ0386
 BQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP844338(NAD 83)
 BQ0386_MARKER: DB = BENCH MARK DISK
 BQ0386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BQ0386_SP_SET: HEADWALL
 BQ0386_STAMPING: D 454 RESET 1979
 BQ0386_MARK LOGO: NGS   
 BQ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0386+STABILITY: SURFACE MOTION
 BQ0386
 BQ0386  HISTORY     - Date     Condition        Report By
 BQ0386  HISTORY     - 1979     MONUMENTED       NGS
 BQ0386  HISTORY     - 1981     GOOD             NGS
 BQ0386  HISTORY     - 1989     GOOD             USPSQD
 BQ0386  HISTORY     - 19961010 GOOD             USPSQD
 BQ0386
 BQ0386                          STATION DESCRIPTION
 BQ0386
 BQ0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0386'22.1 KM (13.75 MI) SOUT FROM MARFA.
 BQ0386'22.1 KM (13.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0386'WITH U.S. HIGHWAY 90 IN MARFA, IN TOP OF AND 0.2 METER (0.8 FT)
 BQ0386'SOUTH OF THE NORTH END OF THE WEST HEADWALL OF A 4X8 FOOT CONCRETE
 BQ0386'BOX CULVERT, AND 8.5 METERS (28.0 FT) NORTHWEST OF THE CENTERLINE
 BQ0386'OF THE HIGHWAY.
 BQ0386'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0386
 BQ0386                          STATION RECOVERY (1989)
 BQ0386
 BQ0386'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0386'RECOVERED IN GOOD CONDITION.
 BQ0386
 BQ0386                          STATION RECOVERY (1996)
 BQ0386
 BQ0386'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0029 ***********************************************************************
 BB0029  DESIGNATION -  D 455
 BB0029  PID         -  BB0029
 BB0029  STATE/COUNTY-  TX/PRESIDIO
 BB0029  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0029
 BB0029                         *CURRENT SURVEY CONTROL
 BB0029  ___________________________________________________________________
 BB0029* NAD 83(1986)-  29 33 39.     (N)    104 22 52.     (W)     SCALED    
 BB0029* NAVD 88     -       786.096  (meters)    2579.05   (feet)  ADJUSTED  
 BB0029  ___________________________________________________________________
 BB0029  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 BB0029  DYNAMIC HT  -         784.821 (meters)    2574.87  (feet)  COMP
 BB0029  MODELED GRAV-     978,995.5   (mgal)                       NAVD 88
 BB0029
 BB0029  VERT ORDER  -  FIRST     CLASS II
 BB0029
 BB0029.The horizontal coordinates were scaled from a topographic map and have
 BB0029.an estimated accuracy of +/- 6 seconds.
 BB0029
 BB0029.The orthometric height was determined by differential leveling
 BB0029.and adjusted by the National Geodetic Survey in June 1991..
 BB0029
 BB0029.The geoid height was determined by GEOID03.
 BB0029
 BB0029.The dynamic height is computed by dividing the NAVD 88
 BB0029.geopotential number by the normal gravity value computed on the
 BB0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0029.degrees latitude (g = 980.6199 gals.).
 BB0029
 BB0029.The modeled gravity was interpolated from observed gravity values.
 BB0029
 BB0029;                    North         East    Units  Estimated Accuracy
 BB0029;SPC TXSC     - 4,203,450.       78,780.      MT  (+/- 180 meters Scaled)
 BB0029
 BB0029                          SUPERSEDED SURVEY CONTROL
 BB0029
 BB0029  NGVD 29 (??/??/92)  785.713  (m)         2577.79   (f) ADJ UNCH    1 2
 BB0029
 BB0029.Superseded values are not recommended for survey control.
 BB0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0029.See file dsdata.txt to determine how the superseded data were derived.
 BB0029
 BB0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN599702(NAD 83)
 BB0029_MARKER: DB = BENCH MARK DISK
 BB0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0029_STAMPING: D-455 1935
 BB0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0029+STABILITY: SURFACE MOTION
 BB0029
 BB0029  HISTORY     - Date     Condition        Report By
 BB0029  HISTORY     - 1935     MONUMENTED       CGS
 BB0029  HISTORY     - 1958     MARK NOT FOUND   NGS
 BB0029
 BB0029                          STATION DESCRIPTION
 BB0029
 BB0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BB0029'IN PRESIDIO.
 BB0029'AT THE W. SIDE OF A GATE, AT THE SACRED HEART PAROCHIAL SCHOOL, 28 FT.
 BB0029'E. OF THE S.E. CORNER OF THE CATHOLIC CHURCH, AND 40 FT. N. OF THE
 BB0029'CENTER LINE OF ROAD.
 BB0029
 BB0029                          STATION RECOVERY (1958)
 BB0029
 BB0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0040 ***********************************************************************
 AN0040  DESIGNATION -  D 456
 AN0040  PID         -  AN0040
 AN0040  STATE/COUNTY-  TX/MATAGORDA
 AN0040  USGS QUAD   -  MIDFIELD (1995)
 AN0040
 AN0040                         *CURRENT SURVEY CONTROL
 AN0040  ___________________________________________________________________
 AN0040* NAD 83(1986)-  28 52 40.     (N)    096 12 24.     (W)     SCALED    
 AN0040* NAVD 88     -        12.14   (+/-2cm)      39.8    (feet)  VERTCON   
 AN0040  ___________________________________________________________________
 AN0040  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN0040
 AN0040  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0040
 AN0040.The horizontal coordinates were scaled from a topographic map and have
 AN0040.an estimated accuracy of +/- 6 seconds.
 AN0040
 AN0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0040.The vertical order pertains to the NGVD 29 superseded value.
 AN0040
 AN0040.The geoid height was determined by GEOID03.
 AN0040
 AN0040;                    North         East    Units  Estimated Accuracy
 AN0040;SPC TXSC     - 4,119,010.      872,440.      MT  (+/- 180 meters Scaled)
 AN0040
 AN0040                          SUPERSEDED SURVEY CONTROL
 AN0040
 AN0040  NGVD 29 (??/??/92)   12.181  (m)           39.96   (f) ADJ UNCH    1 2
 AN0040
 AN0040.Superseded values are not recommended for survey control.
 AN0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0040.See file dsdata.txt to determine how the superseded data were derived.
 AN0040
 AN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS724976(NAD 83)
 AN0040_MARKER: DB = BENCH MARK DISK
 AN0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0040_SP_SET: FOUNDATION
 AN0040_STAMPING: D 456 1951
 AN0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0040
 AN0040  HISTORY     - Date     Condition        Report By
 AN0040  HISTORY     - 1951     MONUMENTED       CGS
 AN0040  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0040  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0040
 AN0040                          STATION DESCRIPTION
 AN0040
 AN0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AN0040'0.8 MI E FROM BLESSING.
 AN0040'0.8 MILE EAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AN0040'FROM THE STATION AT BLESSING, 4 POLES WEST OF POLE 265/20, 1 POLE EAST
 AN0040'OF POLE 75, 35 FEET SOUTH OF A FENCE, 11.7 FEET NORTH OF THE NORTH
 AN0040'RAIL, SET IN THE TOP OF THE CENTER OF AN ABANDONED CONCRETE SEMAPHORE
 AN0040'FOUNDATION.
 AN0040
 AN0040                          STATION RECOVERY (1972)
 AN0040
 AN0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN0040'MARK NOT FOUND.
 AN0040
 AN0040                          STATION RECOVERY (1978)
 AN0040
 AN0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0040'NOT RECOVERED ON THIS DATE NOR IN 1972.STAMPING UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0138 ***********************************************************************
 AW0138  DESIGNATION -  D 457
 AW0138  PID         -  AW0138
 AW0138  STATE/COUNTY-  TX/GALVESTON
 AW0138  USGS QUAD   -  ALGOA (1974)
 AW0138
 AW0138                         *CURRENT SURVEY CONTROL
 AW0138  ___________________________________________________________________
 AW0138* NAD 83(1986)-  29 24 26.     (N)    095 11 31.     (W)     SCALED    
 AW0138* NAVD 88     -         9.886  (meters)      32.43   (feet)  ADJUSTED  
 AW0138  ___________________________________________________________________
 AW0138  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW0138  DYNAMIC HT  -           9.872 (meters)      32.39  (feet)  COMP
 AW0138  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 AW0138
 AW0138  VERT ORDER  -  FIRST     CLASS I
 AW0138
 AW0138.The horizontal coordinates were scaled from a topographic map and have
 AW0138.an estimated accuracy of +/- 6 seconds.
 AW0138
 AW0138.The orthometric height was determined by differential leveling
 AW0138.and adjusted by the National Geodetic Survey in June 1991..
 AW0138
 AW0138.The geoid height was determined by GEOID03.
 AW0138
 AW0138.The dynamic height is computed by dividing the NAVD 88
 AW0138.geopotential number by the normal gravity value computed on the
 AW0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0138.degrees latitude (g = 980.6199 gals.).
 AW0138
 AW0138.The modeled gravity was interpolated from observed gravity values.
 AW0138
 AW0138;                    North         East    Units  Estimated Accuracy
 AW0138;SPC TXSC     - 4,180,440.      969,470.      MT  (+/- 180 meters Scaled)
 AW0138
 AW0138                          SUPERSEDED SURVEY CONTROL
 AW0138
 AW0138  NGVD 29 (12/23/87)    9.882  (m)           32.42   (f) ADJUSTED    1 1
 AW0138
 AW0138.Superseded values are not recommended for survey control.
 AW0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0138.See file dsdata.txt to determine how the superseded data were derived.
 AW0138
 AW0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN873551(NAD 83)
 AW0138_MARKER: DB = BENCH MARK DISK
 AW0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0138_SP_SET: CONCRETE POST
 AW0138_STAMPING: D 457 1951
 AW0138_MARK LOGO: CGS   
 AW0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0138+STABILITY: SURFACE MOTION
 AW0138
 AW0138  HISTORY     - Date     Condition        Report By
 AW0138  HISTORY     - 1951     MONUMENTED       CGS
 AW0138  HISTORY     - 1973     GOOD             NGS
 AW0138  HISTORY     - 1978     GOOD             NGS
 AW0138  HISTORY     - 1978     GOOD             NGS
 AW0138  HISTORY     - 1986     GOOD             NGS
 AW0138  HISTORY     - 1987     GOOD             USPSQD
 AW0138  HISTORY     - 1987     GOOD             USPSQD
 AW0138  HISTORY     - 1987     GOOD             USPSQD
 AW0138  HISTORY     - 1987     GOOD             USPSQD
 AW0138  HISTORY     - 1987     GOOD             USPSQD
 AW0138  HISTORY     - 1988     GOOD             USPSQD
 AW0138  HISTORY     - 1988     GOOD             USPSQD
 AW0138  HISTORY     - 1988     GOOD             USPSQD
 AW0138  HISTORY     - 1988     GOOD             USPSQD
 AW0138  HISTORY     - 1988     GOOD             USPSQD
 AW0138  HISTORY     - 1988     GOOD             USPSQD
 AW0138  HISTORY     - 1988     GOOD             USPSQD
 AW0138  HISTORY     - 1988     GOOD             USPSQD
 AW0138  HISTORY     - 1988     GOOD             USPSQD
 AW0138  HISTORY     - 1989     GOOD             USPSQD
 AW0138  HISTORY     - 19940326 GOOD             USPSQD
 AW0138  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AW0138  HISTORY     - 20020109 MARK NOT FOUND   USPSQD
 AW0138  HISTORY     - 20040126 POOR             USPSQD
 AW0138  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AW0138
 AW0138                          STATION DESCRIPTION
 AW0138
 AW0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0138'0.85 MI W FROM ALGOA.
 AW0138'0.85 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0138'THE STATION SIGN AT ALGOA, 0.1 MILE EAST OF THE GALVESTON-BRAZORIA
 AW0138'COUNTY LINE, AT THE CROSSING OF COUNTY ROAD 155, 47.3 FEET NORTH OF
 AW0138'THE NORTH RAIL, 26.3 FEET NORTHEAST OF TELEPHONE POLE, 129 FEET SOUTH
 AW0138'OF THE CENTER LINE OF THE ROAD, 1.2 FEET WEST OF A WITNESS POST, SET
 AW0138'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT, AND ABOUT 5 FEET
 AW0138'LOWER THAN THE TRACK.
 AW0138
 AW0138                          STATION RECOVERY (1978)
 AW0138
 AW0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1978)
 AW0138
 AW0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1986)
 AW0138
 AW0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1987)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1987)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1987)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1987)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1987)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1988)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1988)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1988)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1988)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1988)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1988)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1988)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1988)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1988)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1989)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1994)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0138'RECOVERED IN GOOD CONDITION.
 AW0138
 AW0138                          STATION RECOVERY (1995)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0138'MARK NOT FOUND.
 AW0138
 AW0138                          STATION RECOVERY (2002)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0138'MARK NOT FOUND.
 AW0138
 AW0138                          STATION RECOVERY (2004)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0138'FOUND THE CONCRETE POST AND DISK IN THE POST MOVED ABOUT 10 FEET
 AW0138'LEANING UP AGAINST A TELEPHONE POLE.
 AW0138
 AW0138                          STATION RECOVERY (2005)
 AW0138
 AW0138'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0712 ***********************************************************************
 AW0712  DESIGNATION -  D 458
 AW0712  PID         -  AW0712
 AW0712  STATE/COUNTY-  TX/HARRIS
 AW0712  USGS QUAD   -  CROSBY (1982)
 AW0712
 AW0712                         *CURRENT SURVEY CONTROL
 AW0712  ___________________________________________________________________
 AW0712* NAD 83(1986)-  29 55 50.     (N)    095 02 28.     (W)     SCALED    
 AW0712* NAVD 88     -        17.299  (meters)      56.76   (feet)  ADJUSTED  
 AW0712  ___________________________________________________________________
 AW0712  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW0712  DYNAMIC HT  -          17.276 (meters)      56.68  (feet)  COMP
 AW0712  MODELED GRAV-     979,301.9   (mgal)                       NAVD 88
 AW0712
 AW0712  VERT ORDER  -  FIRST     CLASS I
 AW0712
 AW0712.The horizontal coordinates were scaled from a topographic map and have
 AW0712.an estimated accuracy of +/- 6 seconds.
 AW0712
 AW0712.The orthometric height was determined by differential leveling
 AW0712.and adjusted by the National Geodetic Survey in June 1991..
 AW0712
 AW0712.The geoid height was determined by GEOID03.
 AW0712
 AW0712.The dynamic height is computed by dividing the NAVD 88
 AW0712.geopotential number by the normal gravity value computed on the
 AW0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0712.degrees latitude (g = 980.6199 gals.).
 AW0712
 AW0712.The modeled gravity was interpolated from observed gravity values.
 AW0712
 AW0712;                    North         East    Units  Estimated Accuracy
 AW0712;SPC TXSC     - 4,238,900.      982,140.      MT  (+/- 180 meters Scaled)
 AW0712
 AW0712                          SUPERSEDED SURVEY CONTROL
 AW0712
 AW0712  NGVD 29 (12/23/87)   17.299  (m)           56.76   (f) ADJUSTED    1 1
 AW0712
 AW0712.Superseded values are not recommended for survey control.
 AW0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0712.See file dsdata.txt to determine how the superseded data were derived.
 AW0712
 AW0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP029128(NAD 83)
 AW0712_MARKER: DB = BENCH MARK DISK
 AW0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0712_SP_SET: CONCRETE POST
 AW0712_STAMPING: D 458 1951
 AW0712_MARK LOGO: CGS   
 AW0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0712+STABILITY: SURFACE MOTION
 AW0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0712+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0712
 AW0712  HISTORY     - Date     Condition        Report By
 AW0712  HISTORY     - 1951     MONUMENTED       CGS
 AW0712  HISTORY     - 1972     GOOD             NGS
 AW0712  HISTORY     - 1978     GOOD             NGS
 AW0712  HISTORY     - 1987     GOOD             NGS
 AW0712  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0712  HISTORY     - 19941213 GOOD             USPSQD
 AW0712  HISTORY     - 20010730 GOOD             NGS
 AW0712  HISTORY     - 20040317 GOOD             USPSQD
 AW0712
 AW0712                          STATION DESCRIPTION
 AW0712
 AW0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0712'2.2 MI NE FROM CROSBY.
 AW0712'ABOUT 2.2 MILES NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0712'CROSSING OF MAIN STREET, ABOUT 0.6 MILE SOUTHWEST FROM THE JUNCTION OF
 AW0712'US HIGHWAY 90 AND A PAVED ROAD WHICH PARALLELS THE RAILROAD, 254 FEET
 AW0712'NORTH OF THE JUNCTION OF THE PAVED ROAD AND A GRAVEL ROAD LEADING
 AW0712'SOUTH (LINDSTROM ROAD), 56 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AW0712'51 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE PAVED ROAD, 22 FEET
 AW0712'SOUTHEAST OF MILE POST NO. 339, 17 1/2 FEET NORTHEAST OF AN
 AW0712'UNDERGROUND CABLE MARKER POST, 1.2 FEET SOUTHWEST OF A METAL WITNESS
 AW0712'POST, ABOUT LEVEL WITH THE ROAD AND 3 FEET BELOW THE LEVEL OF THE
 AW0712'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 AW0712
 AW0712                          STATION RECOVERY (1978)
 AW0712
 AW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0712'RECOVERED IN GOOD CONDITION.
 AW0712
 AW0712                          STATION RECOVERY (1987)
 AW0712
 AW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0712'RECOVERED IN GOOD CONDITION.
 AW0712
 AW0712                          STATION RECOVERY (1988)
 AW0712
 AW0712'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0712'MARK NOT FOUND.
 AW0712
 AW0712                          STATION RECOVERY (1994)
 AW0712
 AW0712'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0712'RECOVERED IN GOOD CONDITION.
 AW0712
 AW0712                          STATION RECOVERY (2001)
 AW0712
 AW0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0712'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0712
 AW0712                          STATION RECOVERY (2004)
 AW0712
 AW0712'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0999 ***********************************************************************
 AW0999  DESIGNATION -  D 459 RESET
 AW0999  PID         -  AW0999
 AW0999  STATE/COUNTY-  TX/GALVESTON
 AW0999  USGS QUAD   -  ALGOA (1974)
 AW0999
 AW0999                         *CURRENT SURVEY CONTROL
 AW0999  ___________________________________________________________________
 AW0999* NAD 83(1986)-  29 29 19.     (N)    095 12 49.     (W)     SCALED    
 AW0999* NAVD 88     -         9.772  (meters)      32.06   (feet)  ADJUSTED  
 AW0999  ___________________________________________________________________
 AW0999  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW0999  DYNAMIC HT  -           9.758 (meters)      32.01  (feet)  COMP
 AW0999  MODELED GRAV-     979,269.0   (mgal)                       NAVD 88
 AW0999
 AW0999  VERT ORDER  -  FIRST     CLASS II
 AW0999
 AW0999.The horizontal coordinates were scaled from a topographic map and have
 AW0999.an estimated accuracy of +/- 6 seconds.
 AW0999
 AW0999.The orthometric height was determined by differential leveling
 AW0999.and adjusted by the National Geodetic Survey in June 1991..
 AW0999
 AW0999.The geoid height was determined by GEOID03.
 AW0999
 AW0999.The dynamic height is computed by dividing the NAVD 88
 AW0999.geopotential number by the normal gravity value computed on the
 AW0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0999.degrees latitude (g = 980.6199 gals.).
 AW0999
 AW0999.The modeled gravity was interpolated from observed gravity values.
 AW0999
 AW0999;                    North         East    Units  Estimated Accuracy
 AW0999;SPC TXSC     - 4,189,390.      967,080.      MT  (+/- 180 meters Scaled)
 AW0999
 AW0999                          SUPERSEDED SURVEY CONTROL
 AW0999
 AW0999  NGVD 29 (12/23/87)    9.768  (m)           32.05   (f) ADJUSTED    1 2
 AW0999
 AW0999.Superseded values are not recommended for survey control.
 AW0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0999.See file dsdata.txt to determine how the superseded data were derived.
 AW0999
 AW0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN853641(NAD 83)
 AW0999_MARKER: DB = BENCH MARK DISK
 AW0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0999_SP_SET: CONCRETE POST
 AW0999_STAMPING: D 459 1951 RESET 1953
 AW0999_MARK LOGO: CGS   
 AW0999_PROJECTION: RECESSED 5 CENTIMETERS
 AW0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0999+STABILITY: SURFACE MOTION
 AW0999
 AW0999  HISTORY     - Date     Condition        Report By
 AW0999  HISTORY     - 1953     MONUMENTED       CGS
 AW0999  HISTORY     - 1973     GOOD             NGS
 AW0999  HISTORY     - 1978     GOOD             NGS
 AW0999  HISTORY     - 1987     GOOD             NGS
 AW0999  HISTORY     - 1989     GOOD             USPSQD
 AW0999  HISTORY     - 19940326 GOOD             USPSQD
 AW0999  HISTORY     - 20040124 MARK NOT FOUND   USPSQD
 AW0999
 AW0999                          STATION DESCRIPTION
 AW0999
 AW0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0999'3.95 MI NE FROM ALVIN.
 AW0999'3.95 MILES NORTHEAST ALONG FARM ROAD 528 FROM THE JUNCTION OF STATE
 AW0999'HIGHWAY 35 (BUSINESS ROUTE) AT ALVIN, 47.5 FEET NORTHWEST OF THE
 AW0999'CENTER LINE OF THE ROAD, 123.0 FEET SOUTHWEST OF THE CENTER LINE OF
 AW0999'WINDSONG STREET, 76.0 FEET SOUTHWEST OF AN UNDER GROUND TELEPHONE
 AW0999'CABLE MARKER, 92.5 FEET SOUTHWEST OF A POWER LINE POLE, 340 FEET
 AW0999'SOUTHWEST OF A DOUBLE PIPE LINE CROSSING, 0.8 FOOT SOUTH OF THE
 AW0999'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 AW0999'THE GROUND, AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE ROAD.
 AW0999
 AW0999                          STATION RECOVERY (1978)
 AW0999
 AW0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0999'RECOVERED IN GOOD CONDITION.
 AW0999
 AW0999                          STATION RECOVERY (1987)
 AW0999
 AW0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0999'RECOVERED IN GOOD CONDITION, TO REACH SHOULD BE CHANGED TO READ--5.1
 AW0999'KM (3.2 MI) NORTHEAST ALONG FARM ROAD 528 FROM THE INTERSECTION OF
 AW0999'STATE HIGHWAY 35 IN ALVIN TO THE MARK ON THE LEFT AT THE JUNCTION OF
 AW0999'WINDSONG LANE.
 AW0999'THE MARK IS 0.24 METERS  NNE FROM  A WITNESS POST
 AW0999
 AW0999                          STATION RECOVERY (1989)
 AW0999
 AW0999'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0999'RECOVERED IN GOOD CONDITION.
 AW0999
 AW0999                          STATION RECOVERY (1994)
 AW0999
 AW0999'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0999'RECOVERED IN GOOD CONDITION.
 AW0999
 AW0999                          STATION RECOVERY (2004)
 AW0999
 AW0999'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1513 ***********************************************************************
 AN1513  DESIGNATION -  D 46
 AN1513  PID         -  AN1513
 AN1513  STATE/COUNTY-  TX/SAN PATRICIO
 AN1513  USGS QUAD   -  SINTON WEST (1979)
 AN1513
 AN1513                         *CURRENT SURVEY CONTROL
 AN1513  ___________________________________________________________________
 AN1513* NAD 83(1986)-  28 02 08.     (N)    097 30 26.     (W)     SCALED    
 AN1513* NAVD 88     -        14.844  (meters)      48.70   (feet)  ADJUSTED  
 AN1513  ___________________________________________________________________
 AN1513  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1513  DYNAMIC HT  -          14.821 (meters)      48.63  (feet)  COMP
 AN1513  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 AN1513
 AN1513  VERT ORDER  -  FIRST     CLASS II
 AN1513
 AN1513.The horizontal coordinates were scaled from a topographic map and have
 AN1513.an estimated accuracy of +/- 6 seconds.
 AN1513
 AN1513.The orthometric height was determined by differential leveling
 AN1513.and adjusted by the National Geodetic Survey in June 1991..
 AN1513.WARNING-Repeat measurements at this control monument indicate possible
 AN1513.vertical movement.
 AN1513
 AN1513.The geoid height was determined by GEOID03.
 AN1513
 AN1513.The dynamic height is computed by dividing the NAVD 88
 AN1513.geopotential number by the normal gravity value computed on the
 AN1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1513.degrees latitude (g = 980.6199 gals.).
 AN1513
 AN1513.The modeled gravity was interpolated from observed gravity values.
 AN1513
 AN1513;                    North         East    Units  Estimated Accuracy
 AN1513;SPC TX S     - 5,262,850.      397,620.      MT  (+/- 180 meters Scaled)
 AN1513
 AN1513                          SUPERSEDED SURVEY CONTROL
 AN1513
 AN1513  NGVD 29 (??/??/92)   14.99   (m)           49.2    (f) COMPUTED    1 2
 AN1513
 AN1513.Superseded values are not recommended for survey control.
 AN1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1513.See file dsdata.txt to determine how the superseded data were derived.
 AN1513
 AN1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS467020(NAD 83)
 AN1513_MARKER: DB = BENCH MARK DISK
 AN1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1513_STAMPING: D 46 1917 ELEV. 49.314 FT.
 AN1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1513+STABILITY: SURFACE MOTION
 AN1513
 AN1513  HISTORY     - Date     Condition        Report By
 AN1513  HISTORY     - 1917     MONUMENTED       CGS
 AN1513  HISTORY     - 1942     GOOD             NGS
 AN1513  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1513  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1513
 AN1513                          STATION DESCRIPTION
 AN1513
 AN1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1513'IN SINTON.
 AN1513'BENCH MARK IS SET IN THE NORTHWEST ANGLE OF INTERSECTION OF A RAILROAD
 AN1513'JUNCTION, ABOUT 50.0 FEET WEST OF THE ST. LOUIS, BROWNSVILLE AND
 AN1513'MEXICO RAILROAD AND 33.0 FEET NORTH OF AND 2.0 FEET BELOW THE
 AN1513'CENTERLINE OF THE SOUTHERN PACIFIC RAILROAD, ABOUT 21.0 FEET WEST OF
 AN1513'MILE POST NO.162.  MONUMENT IS 2.0 FEET EAST OF A 4X4 INCH WHITE
 AN1513'WOODEN MARKER POST AND PROJECTS 0.6 FOOT.  A DISK SET IN CONCRETE
 AN1513'POST.
 AN1513
 AN1513                          STATION RECOVERY (1974)
 AN1513
 AN1513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1513'MARK NOT FOUND.
 AN1513
 AN1513                          STATION RECOVERY (1996)
 AN1513
 AN1513'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2633 ***********************************************************************
 AW2633  DESIGNATION -  D 460
 AW2633  PID         -  AW2633
 AW2633  STATE/COUNTY-  TX/GALVESTON
 AW2633  USGS QUAD   -  LAKE COMO (1994)
 AW2633
 AW2633                         *CURRENT SURVEY CONTROL
 AW2633  ___________________________________________________________________
 AW2633* NAD 83(1986)-  29 10 40.     (N)    094 58 54.     (W)     SCALED    
 AW2633* NAVD 88     -         2.92   (+/-2cm)       9.6    (feet)  VERTCON   
 AW2633  ___________________________________________________________________
 AW2633  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW2633
 AW2633  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2633
 AW2633.The horizontal coordinates were scaled from a topographic map and have
 AW2633.an estimated accuracy of +/- 6 seconds.
 AW2633
 AW2633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2633.The vertical order pertains to the NGVD 29 superseded value.
 AW2633
 AW2633.The geoid height was determined by GEOID03.
 AW2633
 AW2633;                    North         East    Units  Estimated Accuracy
 AW2633;SPC TXSC     - 4,155,710.      990,740.      MT  (+/- 180 meters Scaled)
 AW2633
 AW2633                          SUPERSEDED SURVEY CONTROL
 AW2633
 AW2633  NGVD 29 (??/??/92)    2.917  (m)            9.57   (f) ADJ UNCH    1 2
 AW2633
 AW2633.Superseded values are not recommended for survey control.
 AW2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2633.See file dsdata.txt to determine how the superseded data were derived.
 AW2633
 AW2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN072293(NAD 83)
 AW2633_MARKER: DB = BENCH MARK DISK
 AW2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2633_STAMPING: D 460 1951
 AW2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2633+STABILITY: SURFACE MOTION
 AW2633
 AW2633  HISTORY     - Date     Condition        Report By
 AW2633  HISTORY     - 1951     MONUMENTED       CGS
 AW2633  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW2633  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 AW2633  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 AW2633  HISTORY     - 20041122 MARK NOT FOUND   USPSQD
 AW2633
 AW2633                          STATION DESCRIPTION
 AW2633
 AW2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AW2633'14.1 MI SW FROM GALVESTON.
 AW2633'2.8 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE BUCCANEER HOTEL
 AW2633'AT GALVESTON, THENCE 11.3 MILES SOUTHWEST ALONG THE BEACH, 0.1 MILE
 AW2633'NORTHWEST OF AN OLD FARMHOUSE, 165 FEET SOUTHEAST OF A POWER POLE,
 AW2633'72.6 FEET NORTHEAST OF THE CENTER LINE OF A GATE AND A PRIVATE
 AW2633'DRIVEWAY, 78.4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 3
 AW2633'FEET WEST OF A FENCE CORNER, 2.5 FEET NORTHEAST OF A WITNESS POST, SET
 AW2633'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 AW2633'GROUND.
 AW2633
 AW2633                          STATION RECOVERY (1958)
 AW2633
 AW2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AW2633'MARK NOT FOUND.
 AW2633
 AW2633                          STATION RECOVERY (1994)
 AW2633
 AW2633'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2633'MARK NOT FOUND.
 AW2633
 AW2633                          STATION RECOVERY (2003)
 AW2633
 AW2633'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW2633'MARK NOT FOUND.
 AW2633
 AW2633                          STATION RECOVERY (2004)
 AW2633
 AW2633'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0043 ***********************************************************************
 AZ0043  DESIGNATION -  D 462
 AZ0043  PID         -  AZ0043
 AZ0043  STATE/COUNTY-  TX/REAL
 AZ0043  USGS QUAD   -  CAMP WOOD (1973)
 AZ0043
 AZ0043                         *CURRENT SURVEY CONTROL
 AZ0043  ___________________________________________________________________
 AZ0043* NAD 83(1986)-  29 41 24.     (N)    100 01 13.     (W)     SCALED    
 AZ0043* NAVD 88     -       447.627  (meters)    1468.59   (feet)  ADJUSTED  
 AZ0043  ___________________________________________________________________
 AZ0043  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 AZ0043  DYNAMIC HT  -         446.965 (meters)    1466.42  (feet)  COMP
 AZ0043  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AZ0043
 AZ0043  VERT ORDER  -  SECOND    CLASS 0
 AZ0043
 AZ0043.The horizontal coordinates were scaled from a topographic map and have
 AZ0043.an estimated accuracy of +/- 6 seconds.
 AZ0043
 AZ0043.The orthometric height was determined by differential leveling
 AZ0043.and adjusted by the National Geodetic Survey in June 1991..
 AZ0043
 AZ0043.The geoid height was determined by GEOID03.
 AZ0043
 AZ0043.The dynamic height is computed by dividing the NAVD 88
 AZ0043.geopotential number by the normal gravity value computed on the
 AZ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0043.degrees latitude (g = 980.6199 gals.).
 AZ0043
 AZ0043.The modeled gravity was interpolated from observed gravity values.
 AZ0043
 AZ0043;                    North         East    Units  Estimated Accuracy
 AZ0043;SPC TXSC     - 4,206,200.      501,270.      MT  (+/- 180 meters Scaled)
 AZ0043
 AZ0043                          SUPERSEDED SURVEY CONTROL
 AZ0043
 AZ0043  NGVD 29 (??/??/92)  447.530  (m)         1468.27   (f) ADJ UNCH    2 0
 AZ0043
 AZ0043.Superseded values are not recommended for survey control.
 AZ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0043.See file dsdata.txt to determine how the superseded data were derived.
 AZ0043
 AZ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT012848(NAD 83)
 AZ0043_MARKER: DB = BENCH MARK DISK
 AZ0043_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0043_SP_SET: OUTCROP
 AZ0043_STAMPING: D 462 1953
 AZ0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0043+STABILITY: POSITION/ELEVATION WELL
 AZ0043
 AZ0043  HISTORY     - Date     Condition        Report By
 AZ0043  HISTORY     - 1953     MONUMENTED       CGS
 AZ0043  HISTORY     - 1965     MARK NOT FOUND   NGS
 AZ0043
 AZ0043                          STATION DESCRIPTION
 AZ0043
 AZ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AZ0043'1.45 MI NW FROM CAMP WOOD.
 AZ0043'1.45 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP
 AZ0043'WOOD, 360 FEET SOUTH OF A DIP IN THE HIGHWAY, 72.5 FEET EAST OF THE
 AZ0043'CENTER LINE OF THE HIGHWAY, 73 FEET NORTH OF A FENCE CORNER, 59 FEET
 AZ0043'WEST OF A 14 INCH MESQUITE TREE, 36 FEET EAST OF A FENCE, 36.7 FEET
 AZ0043'EAST OF A WITNESS POST, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 AZ0043'FLAT ROCK OUTCROP.
 AZ0043
 AZ0043                          STATION RECOVERY (1965)
 AZ0043
 AZ0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AZ0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0044 ***********************************************************************
 AZ0044  DESIGNATION -  D 462 RESET 1965
 AZ0044  PID         -  AZ0044
 AZ0044  STATE/COUNTY-  TX/REAL
 AZ0044  USGS QUAD   -  CAMP WOOD (1973)
 AZ0044
 AZ0044                         *CURRENT SURVEY CONTROL
 AZ0044  ___________________________________________________________________
 AZ0044* NAD 83(1986)-  29 41 25.     (N)    100 01 13.     (W)     SCALED    
 AZ0044* NAVD 88     -       444.76   (+/-2cm)    1459.2    (feet)  VERTCON   
 AZ0044  ___________________________________________________________________
 AZ0044  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 AZ0044
 AZ0044  VERT ORDER  -  THIRD (See Below)
 AZ0044
 AZ0044.The horizontal coordinates were scaled from a topographic map and have
 AZ0044.an estimated accuracy of +/- 6 seconds.
 AZ0044
 AZ0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0044.The vertical order pertains to the NGVD 29 superseded value.
 AZ0044
 AZ0044.The geoid height was determined by GEOID03.
 AZ0044
 AZ0044;                    North         East    Units  Estimated Accuracy
 AZ0044;SPC TXSC     - 4,206,230.      501,270.      MT  (+/- 180 meters Scaled)
 AZ0044
 AZ0044                          SUPERSEDED SURVEY CONTROL
 AZ0044
 AZ0044  NGVD 29 (??/??/??)  444.68   (m)         1458.9    (f) RESET       3  
 AZ0044
 AZ0044.Superseded values are not recommended for survey control.
 AZ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0044.See file dsdata.txt to determine how the superseded data were derived.
 AZ0044
 AZ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT012849(NAD 83)
 AZ0044_MARKER: DB = BENCH MARK DISK
 AZ0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0044_SP_SET: CULVERT
 AZ0044_STAMPING: D 462 RESET 1965
 AZ0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0044
 AZ0044  HISTORY     - Date     Condition        Report By
 AZ0044  HISTORY     - 1965     MONUMENTED       CGS
 AZ0044  HISTORY     - 20010331 GOOD             NGS
 AZ0044  HISTORY     - 20010801 GOOD             NGS
 AZ0044
 AZ0044                          STATION DESCRIPTION
 AZ0044
 AZ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AZ0044'1.45 MI NW FROM CAMP WOOD.
 AZ0044'ABOUT 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE CITY PARK
 AZ0044'IN CAMP WOOD TO SITE OF BENCH MARK.  ABOUT 50 YARDS NORTH-NORTHWEST OF
 AZ0044'A CHURCH, 31 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY AND ABOUT 6
 AZ0044'FEET BELOW THE SURFACE OF THE HIGHWAY, IN THE EAST END OF THE
 AZ0044'NORTHEAST HEADWALL OF A CONCRETE CULVERT.  A STANDARD DISK CEMENTED IN
 AZ0044'A DRILL HOLE FLUSH WITH THE TOP OF HEADWALL.  NOTE-- TO REPLACE BENCH
 AZ0044'MARK D 462 1953, WHICH HIGHWAY CONSTRUCTION WILL DESTROY LATER.
 AZ0044
 AZ0044                          STATION RECOVERY (2001)
 AZ0044
 AZ0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0044'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AZ0044
 AZ0044                          STATION RECOVERY (2001)
 AZ0044
 AZ0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0044'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2128 ***********************************************************************
 AY2128  DESIGNATION -  D 463 RESET
 AY2128  PID         -  AY2128
 AY2128  STATE/COUNTY-  TX/BANDERA
 AY2128  USGS QUAD   -  PIPE CREEK (1982)
 AY2128
 AY2128                         *CURRENT SURVEY CONTROL
 AY2128  ___________________________________________________________________
 AY2128* NAD 83(1986)-  29 43 46.     (N)    098 57 04.     (W)     SCALED    
 AY2128* NAVD 88     -       417.60   (meters)    1370.1    (feet)  RESET     
 AY2128  ___________________________________________________________________
 AY2128  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AY2128
 AY2128  VERT ORDER  -  THIRD
 AY2128
 AY2128.The horizontal coordinates were scaled from a topographic map and have
 AY2128.an estimated accuracy of +/- 6 seconds.
 AY2128
 AY2128.The orthometric height was computed from unverified reset data.
 AY2128.No vertical observational check was made to the station.
 AY2128
 AY2128.The geoid height was determined by GEOID03.
 AY2128
 AY2128;                    North         East    Units  Estimated Accuracy
 AY2128;SPC TXSC     - 4,210,140.      604,730.      MT  (+/- 180 meters Scaled)
 AY2128
 AY2128                          SUPERSEDED SURVEY CONTROL
 AY2128
 AY2128  NGVD 29 (01/29/03)  417.49   (m)         1369.7    (f) RESET       3  
 AY2128
 AY2128.Superseded values are not recommended for survey control.
 AY2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2128.See file dsdata.txt to determine how the superseded data were derived.
 AY2128
 AY2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT047888(NAD 83)
 AY2128_MARKER: DB = BENCH MARK DISK
 AY2128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2128_SP_SET: CONCRETE POST
 AY2128_STAMPING: D 463 RESET 1980
 AY2128_MARK LOGO: NGS   
 AY2128_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY2128
 AY2128  HISTORY     - Date     Condition        Report By
 AY2128  HISTORY     - 1980     MONUMENTED       NGS
 AY2128  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY2128
 AY2128                          STATION DESCRIPTION
 AY2128
 AY2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY2128'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE IN
 AY2128'PIPECREEK, 6 FEET NORTH OF THE NORTH EDGE OF THE NEW ROAD, 3 FEET
 AY2128'SOUTH OF A FENCE 2 FEET SOUTH OF A WOOD WITNESS POST, AND FLUSH WITH
 AY2128'GROUND.
 AY2128
 AY2128                          STATION RECOVERY (1993)
 AY2128
 AY2128'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY2128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1026 ***********************************************************************
 AY1026  DESIGNATION -  D 464
 AY1026  PID         -  AY1026
 AY1026  STATE/COUNTY-  TX/BEXAR
 AY1026  USGS QUAD   -  SAN GERONIMO (1982)
 AY1026
 AY1026                         *CURRENT SURVEY CONTROL
 AY1026  ___________________________________________________________________
 AY1026* NAD 83(1986)-  29 37 17.     (N)    098 46 41.     (W)     SCALED    
 AY1026* NAVD 88     -       449.181  (meters)    1473.69   (feet)  ADJUSTED  
 AY1026  ___________________________________________________________________
 AY1026  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AY1026  DYNAMIC HT  -         448.522 (meters)    1471.53  (feet)  COMP
 AY1026  MODELED GRAV-     979,162.5   (mgal)                       NAVD 88
 AY1026
 AY1026  VERT ORDER  -  SECOND    CLASS 0
 AY1026
 AY1026.The horizontal coordinates were scaled from a topographic map and have
 AY1026.an estimated accuracy of +/- 6 seconds.
 AY1026
 AY1026.The orthometric height was determined by differential leveling
 AY1026.and adjusted by the National Geodetic Survey in June 1991..
 AY1026
 AY1026.The geoid height was determined by GEOID03.
 AY1026
 AY1026.The dynamic height is computed by dividing the NAVD 88
 AY1026.geopotential number by the normal gravity value computed on the
 AY1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1026.degrees latitude (g = 980.6199 gals.).
 AY1026
 AY1026.The modeled gravity was interpolated from observed gravity values.
 AY1026
 AY1026;                    North         East    Units  Estimated Accuracy
 AY1026;SPC TXSC     - 4,198,190.      621,490.      MT  (+/- 180 meters Scaled)
 AY1026
 AY1026                          SUPERSEDED SURVEY CONTROL
 AY1026
 AY1026  NGVD 29 (??/??/92)  449.073  (m)         1473.33   (f) ADJ UNCH    2 0
 AY1026
 AY1026.Superseded values are not recommended for survey control.
 AY1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1026.See file dsdata.txt to determine how the superseded data were derived.
 AY1026
 AY1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT214768(NAD 83)
 AY1026_MARKER: DB = BENCH MARK DISK
 AY1026_SETTING: 66 = SET IN ROCK OUTCROP
 AY1026_SP_SET: ROCK LEDGE
 AY1026_STAMPING: D 464 1953
 AY1026_MARK LOGO: CGS   
 AY1026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1026+STABILITY: POSITION/ELEVATION WELL
 AY1026
 AY1026  HISTORY     - Date     Condition        Report By
 AY1026  HISTORY     - 1953     MONUMENTED       CGS
 AY1026  HISTORY     - 19770318 GOOD             NGS
 AY1026  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1026  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 AY1026
 AY1026                          STATION DESCRIPTION
 AY1026
 AY1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1026'1.15 MI SE FROM SAN GERONIMO.
 AY1026'1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM A ROCK MOBILGAS
 AY1026'SERVICE STATION AT SAN GERONIMO, ON TOP OF A LONG HILL, 135 YARDS WEST
 AY1026'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 45.5 FEET NORTHWEST OF THE
 AY1026'CENTER LINE OF THE HIGHWAY, 32 FEET NORTH OF THE NORTHWEST HEADWALL OF
 AY1026'A CULVERT, 15.8 FEET SOUTHEAST OF A FENCE, 5 FEET ABOVE THE LEVEL OF
 AY1026'THE HIGHWAY, SET IN THE TOP OF A LIMESTONE LEDGE.
 AY1026
 AY1026                          STATION RECOVERY (1977)
 AY1026
 AY1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AY1026'RECOVERED IN GOOD CONDITION.
 AY1026
 AY1026                          STATION RECOVERY (1990)
 AY1026
 AY1026'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1026'MARK NOT FOUND.
 AY1026
 AY1026                          STATION RECOVERY (1999)
 AY1026
 AY1026'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2135 ***********************************************************************
 AY2135  DESIGNATION -  D 464 RESET
 AY2135  PID         -  AY2135
 AY2135  STATE/COUNTY-  TX/BEXAR
 AY2135  USGS QUAD   -  SAN GERONIMO (1982)
 AY2135
 AY2135                         *CURRENT SURVEY CONTROL
 AY2135  ___________________________________________________________________
 AY2135* NAD 83(1986)-  29 37 17.     (N)    098 46 41.     (W)     SCALED    
 AY2135* NAVD 88     -       453.24   (meters)    1487.0    (feet)  RESET     
 AY2135  ___________________________________________________________________
 AY2135  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AY2135
 AY2135  VERT ORDER  -  THIRD
 AY2135
 AY2135.The horizontal coordinates were scaled from a topographic map and have
 AY2135.an estimated accuracy of +/- 6 seconds.
 AY2135
 AY2135.The orthometric height was computed from unverified reset data.
 AY2135.No vertical observational check was made to the station.
 AY2135
 AY2135.The geoid height was determined by GEOID03.
 AY2135
 AY2135;                    North         East    Units  Estimated Accuracy
 AY2135;SPC TXSC     - 4,198,190.      621,490.      MT  (+/- 180 meters Scaled)
 AY2135
 AY2135                          SUPERSEDED SURVEY CONTROL
 AY2135
 AY2135  NGVD 29 (01/29/03)  453.13   (m)         1486.6    (f) RESET       3  
 AY2135
 AY2135.Superseded values are not recommended for survey control.
 AY2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2135.See file dsdata.txt to determine how the superseded data were derived.
 AY2135
 AY2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT214768(NAD 83)
 AY2135_MARKER: DB = BENCH MARK DISK
 AY2135_SETTING: 66 = SET IN ROCK OUTCROP
 AY2135_SP_SET: ROCK OUTCROP
 AY2135_STAMPING: D 464 RESET 1977
 AY2135_MARK LOGO: NGS   
 AY2135_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2135+STABILITY: POSITION/ELEVATION WELL
 AY2135
 AY2135  HISTORY     - Date     Condition        Report By
 AY2135  HISTORY     - 1977     MONUMENTED       NGS
 AY2135  HISTORY     - 19950626 GOOD             USPSQD
 AY2135
 AY2135                          STATION DESCRIPTION
 AY2135
 AY2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AY2135'FROM THE JUNCTION OF STATE HIGHWAY 16 AND FARM ROAD 1560 IN HELOTES,
 AY2135'GO NORTHWEST ON STATE HIGHWAY 16 FOR 8.6 MI (13.8 KM) TO TOP  OF HILL
 AY2135'AND MARK ON THE RIGHT. ABOUT 200 FT (61.0M) NORTH
 AY2135'OF THE CENTER OF THE NORTH BOUND TRAFFIC LAND OF HIGHWAY. 54 FT
 AY2135'(16.5 M) NORTHWEST OF THE EDGE OF DEEP CUT IN HIGHWAY BED, 70 FT
 AY2135'(21.3 M) WEST A RAVINE, 1 FT (0.3 M) SOUTHEAST OF THE RIGHT-OF-WAY
 AY2135'FENCE LINE AND WITNESS SIGN AND ABOUT 50 FT (15.2 M) ABOVE THE
 AY2135'ELEVATION OF THE ROAD BED.
 AY2135
 AY2135                          STATION RECOVERY (1995)
 AY2135
 AY2135'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0882 ***********************************************************************
 AH0882  DESIGNATION -  D 465
 AH0882  PID         -  AH0882
 AH0882  STATE/COUNTY-  TX/KLEBERG
 AH0882  USGS QUAD   -  CONCORDIA (1975)
 AH0882
 AH0882                         *CURRENT SURVEY CONTROL
 AH0882  ___________________________________________________________________
 AH0882* NAD 83(1986)-  27 32 41.     (N)    097 40 05.     (W)     SCALED    
 AH0882* NAVD 88     -        12.162  (meters)      39.90   (feet)  ADJUSTED  
 AH0882  ___________________________________________________________________
 AH0882  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH0882  DYNAMIC HT  -          12.143 (meters)      39.84  (feet)  COMP
 AH0882  MODELED GRAV-     979,108.7   (mgal)                       NAVD 88
 AH0882
 AH0882  VERT ORDER  -  SECOND    CLASS 0
 AH0882
 AH0882.The horizontal coordinates were scaled from a topographic map and have
 AH0882.an estimated accuracy of +/- 6 seconds.
 AH0882
 AH0882.The orthometric height was determined by differential leveling
 AH0882.and adjusted by the National Geodetic Survey in June 1991..
 AH0882
 AH0882.The geoid height was determined by GEOID03.
 AH0882
 AH0882.The dynamic height is computed by dividing the NAVD 88
 AH0882.geopotential number by the normal gravity value computed on the
 AH0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0882.degrees latitude (g = 980.6199 gals.).
 AH0882
 AH0882.The modeled gravity was interpolated from observed gravity values.
 AH0882
 AH0882;                    North         East    Units  Estimated Accuracy
 AH0882;SPC TX S     - 5,208,350.      382,170.      MT  (+/- 180 meters Scaled)
 AH0882
 AH0882                          SUPERSEDED SURVEY CONTROL
 AH0882
 AH0882  NGVD 29 (??/??/92)   12.283  (m)           40.30   (f) ADJ UNCH    2 0
 AH0882
 AH0882.Superseded values are not recommended for survey control.
 AH0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0882.See file dsdata.txt to determine how the superseded data were derived.
 AH0882
 AH0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR315474(NAD 83)
 AH0882_MARKER: DB = BENCH MARK DISK
 AH0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0882_STAMPING: D 465 1951
 AH0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0882+STABILITY: SURFACE MOTION
 AH0882
 AH0882  HISTORY     - Date     Condition        Report By
 AH0882  HISTORY     - 1951     MONUMENTED       CGS
 AH0882
 AH0882                          STATION DESCRIPTION
 AH0882
 AH0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0882'13.4 MI E FROM KINGSVILLE.
 AH0882'12.4 MILES EAST ALONG THE LAURELES RANCH ROAD FROM THE HOSPITAL AT
 AH0882'KINGSVILLE, THENCE 1.0 MILE NORTH ALONG A FENCE, 0.2 MILE NORTH OF A
 AH0882'FENCE CORNER, 1 FOOT WEST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS
 AH0882'POST.  A STANDARD DISK, STAMPED D 465 1951 AND SET IN THE TOP OF A
 AH0882'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0647 ***********************************************************************
 AY0647  DESIGNATION -  D 466
 AY0647  PID         -  AY0647
 AY0647  STATE/COUNTY-  TX/BEXAR
 AY0647  USGS QUAD   -  TERRELL WELLS (1992)
 AY0647
 AY0647                         *CURRENT SURVEY CONTROL
 AY0647  ___________________________________________________________________
 AY0647* NAD 83(1986)-  29 20 48.     (N)    098 35 48.     (W)     SCALED    
 AY0647* NAVD 88     -       215.612  (meters)     707.39   (feet)  ADJUSTED  
 AY0647  ___________________________________________________________________
 AY0647  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AY0647  DYNAMIC HT  -         215.300 (meters)     706.36  (feet)  COMP
 AY0647  MODELED GRAV-     979,192.5   (mgal)                       NAVD 88
 AY0647
 AY0647  VERT ORDER  -  FIRST     CLASS II
 AY0647
 AY0647.The horizontal coordinates were scaled from a topographic map and have
 AY0647.an estimated accuracy of +/- 6 seconds.
 AY0647
 AY0647.The orthometric height was determined by differential leveling
 AY0647.and adjusted by the National Geodetic Survey in June 1991..
 AY0647
 AY0647.The geoid height was determined by GEOID03.
 AY0647
 AY0647.The dynamic height is computed by dividing the NAVD 88
 AY0647.geopotential number by the normal gravity value computed on the
 AY0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0647.degrees latitude (g = 980.6199 gals.).
 AY0647
 AY0647.The modeled gravity was interpolated from observed gravity values.
 AY0647
 AY0647;                    North         East    Units  Estimated Accuracy
 AY0647;SPC TXSC     - 4,167,790.      639,160.      MT  (+/- 180 meters Scaled)
 AY0647
 AY0647                          SUPERSEDED SURVEY CONTROL
 AY0647
 AY0647  NGVD 29 (??/??/92)  215.510  (m)          707.05   (f) ADJ UNCH    1 2
 AY0647
 AY0647.Superseded values are not recommended for survey control.
 AY0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0647.See file dsdata.txt to determine how the superseded data were derived.
 AY0647
 AY0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT391464(NAD 83)
 AY0647_MARKER: DB = BENCH MARK DISK
 AY0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0647_STAMPING: D 466 1952
 AY0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0647+STABILITY: SURFACE MOTION
 AY0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY0647+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 AY0647
 AY0647  HISTORY     - Date     Condition        Report By
 AY0647  HISTORY     - 1952     MONUMENTED       CGS
 AY0647  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0647  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0647  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0647  HISTORY     - 20031120 GOOD             INDIV
 AY0647
 AY0647                          STATION DESCRIPTION
 AY0647
 AY0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0647'IN SAN ANTONIO.
 AY0647'AT SAN ANTONIO, 0.2 MILE SOUTHWEST ALONG PEARSALL ROAD FROM ITS
 AY0647'JUNCTION WITH DWYER ROAD, THENCE 0.85 MILE SOUTHEAST ALONG A WINDING
 AY0647'PRIVATE DIRT ROAD, 14 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND A
 AY0647'WOODEN GATE, 5 FEET WEST OF A NORTH AND SOUTH FENCE, SET IN THE TOP OF
 AY0647'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0647
 AY0647                          STATION RECOVERY (1986)
 AY0647
 AY0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0647'MARK NOT FOUND.
 AY0647
 AY0647                          STATION RECOVERY (1989)
 AY0647
 AY0647'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0647'MARK NOT FOUND.
 AY0647
 AY0647                          STATION RECOVERY (1999)
 AY0647
 AY0647'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0647'MARK NOT FOUND.
 AY0647
 AY0647                          STATION RECOVERY (2003)
 AY0647
 AY0647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MRP)
 AY0647'DESCRIPTION OF LOCATION IS POOR. MARK IS LOCATED APPROXIMATELY 225
 AY0647'FEET EAST OF THE END OF A PUBLIC STREET NAMED DEPSEY DRIVE IN SAN
 AY0647'ANTONIO TEXAS. AND APPROXINATELY 5 FEET WEST OF A NATURAL GAS LINE
 AY0647'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0151 ***********************************************************************
 CC0151  DESIGNATION -  D 467
 CC0151  PID         -  CC0151
 CC0151  STATE/COUNTY-  TX/PECOS
 CC0151  USGS QUAD   -  GIRVIN (1972)
 CC0151
 CC0151                         *CURRENT SURVEY CONTROL
 CC0151  ___________________________________________________________________
 CC0151* NAD 83(1986)-  31 04 43.     (N)    102 26 07.     (W)     SCALED    
 CC0151* NAVD 88     -       708.038  (meters)    2322.95   (feet)  ADJUSTED  
 CC0151  ___________________________________________________________________
 CC0151  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CC0151  DYNAMIC HT  -         707.036 (meters)    2319.67  (feet)  COMP
 CC0151  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 CC0151
 CC0151  VERT ORDER  -  SECOND    CLASS 0
 CC0151
 CC0151.The horizontal coordinates were scaled from a topographic map and have
 CC0151.an estimated accuracy of +/- 6 seconds.
 CC0151
 CC0151.The orthometric height was determined by differential leveling
 CC0151.and adjusted by the National Geodetic Survey in June 1991..
 CC0151
 CC0151.The geoid height was determined by GEOID03.
 CC0151
 CC0151.The dynamic height is computed by dividing the NAVD 88
 CC0151.geopotential number by the normal gravity value computed on the
 CC0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0151.degrees latitude (g = 980.6199 gals.).
 CC0151
 CC0151.The modeled gravity was interpolated from observed gravity values.
 CC0151
 CC0151;                    North         East    Units  Estimated Accuracy
 CC0151;SPC TX C     - 3,158,420.      499,460.      MT  (+/- 180 meters Scaled)
 CC0151
 CC0151                          SUPERSEDED SURVEY CONTROL
 CC0151
 CC0151  NGVD 29 (??/??/92)  707.835  (m)         2322.29   (f) ADJ UNCH    2 0
 CC0151
 CC0151.Superseded values are not recommended for survey control.
 CC0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0151.See file dsdata.txt to determine how the superseded data were derived.
 CC0151
 CC0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ446411(NAD 83)
 CC0151_MARKER: DB = BENCH MARK DISK
 CC0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0151_STAMPING: D 467 1935 2322.289
 CC0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0151+STABILITY: SURFACE MOTION
 CC0151
 CC0151  HISTORY     - Date     Condition        Report By
 CC0151  HISTORY     - 1935     MONUMENTED       CGS
 CC0151  HISTORY     - 1958     GOOD             NGS
 CC0151  HISTORY     - 1968     GOOD             NGS
 CC0151
 CC0151                          STATION DESCRIPTION
 CC0151
 CC0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0151'13.35 MI SW FROM MCCAMEY.
 CC0151'ABOUT 13.35 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0151'FROM THE STATION AT MCCAMEY, 5 1/2 FEET NORTH OF MILEPOST 852, 48 1/2
 CC0151'FEET NORTH OF THE NORTH RAIL, 54 FEET SOUTH OF THE CENTER LINE OF A
 CC0151'DIRT ROAD, 84 FEET SOUTH OF A POWER POLE, 1 1/2 FEET WEST OF A WHITE
 CC0151'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A
 CC0151'CONCRETE POST PROJECTING 4 INCHES.
 CC0151
 CC0151                          STATION RECOVERY (1968)
 CC0151
 CC0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CC0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0223 ***********************************************************************
 BP0223  DESIGNATION -  D 468
 BP0223  PID         -  BP0223
 BP0223  STATE/COUNTY-  TX/PECOS
 BP0223  USGS QUAD   -  CHANCELLOR (1980)
 BP0223
 BP0223                         *CURRENT SURVEY CONTROL
 BP0223  ___________________________________________________________________
 BP0223* NAD 83(1986)-  30 43 08.     (N)    103 07 44.     (W)     SCALED    
 BP0223* NAVD 88     -      1019.980  (meters)    3346.38   (feet)  ADJUSTED  
 BP0223  ___________________________________________________________________
 BP0223  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BP0223  DYNAMIC HT  -        1018.396 (meters)    3341.19  (feet)  COMP
 BP0223  MODELED GRAV-     979,053.9   (mgal)                       NAVD 88
 BP0223
 BP0223  VERT ORDER  -  SECOND    CLASS 0
 BP0223
 BP0223.The horizontal coordinates were scaled from a topographic map and have
 BP0223.an estimated accuracy of +/- 6 seconds.
 BP0223
 BP0223.The orthometric height was determined by differential leveling
 BP0223.and adjusted by the National Geodetic Survey in June 1991..
 BP0223
 BP0223.The geoid height was determined by GEOID03.
 BP0223
 BP0223.The dynamic height is computed by dividing the NAVD 88
 BP0223.geopotential number by the normal gravity value computed on the
 BP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0223.degrees latitude (g = 980.6199 gals.).
 BP0223
 BP0223.The modeled gravity was interpolated from observed gravity values.
 BP0223
 BP0223;                    North         East    Units  Estimated Accuracy
 BP0223;SPC TX C     - 3,120,010.      432,290.      MT  (+/- 180 meters Scaled)
 BP0223
 BP0223                          SUPERSEDED SURVEY CONTROL
 BP0223
 BP0223  NGVD 29 (??/??/92) 1019.608  (m)         3345.16   (f) ADJ UNCH    2 0
 BP0223
 BP0223.Superseded values are not recommended for survey control.
 BP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0223.See file dsdata.txt to determine how the superseded data were derived.
 BP0223
 BP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP791999(NAD 83)
 BP0223_MARKER: DB = BENCH MARK DISK
 BP0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0223_STAMPING: D 468 1935 3345.164
 BP0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0223+STABILITY: SURFACE MOTION
 BP0223
 BP0223  HISTORY     - Date     Condition        Report By
 BP0223  HISTORY     - 1935     MONUMENTED       CGS
 BP0223  HISTORY     - 1958     GOOD             NGS
 BP0223
 BP0223                          STATION DESCRIPTION
 BP0223
 BP0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0223'19.3 MI SW FROM FORT STOCKTON.
 BP0223'ABOUT 19.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0223'FROM THE STATION AT FORT STOCKTON, 5 FEET NORTHWEST OF MILEPOST 901,
 BP0223'49 FEET NORTHWEST OF THE NORTHWEST RAIL, 52 FEET SOUTHEAST OF THE
 BP0223'CENTER LINE OF A GRADED DIRT ROAD, ABOUT 0.35 MILE SOUTHWEST OF A
 BP0223'TRESTLE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BP0223'LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 BP0223'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0425 ***********************************************************************
 BP0425  DESIGNATION -  D 469 RESET 1952
 BP0425  PID         -  BP0425
 BP0425  STATE/COUNTY-  TX/BREWSTER
 BP0425  USGS QUAD   -  ALPINE NORTH (1972)
 BP0425
 BP0425                         *CURRENT SURVEY CONTROL
 BP0425  ___________________________________________________________________
 BP0425* NAD 83(1986)-  30 26 18.     (N)    103 42 20.     (W)     SCALED    
 BP0425* NAVD 88     -      1342.234  (meters)    4403.65   (feet)  ADJUSTED  
 BP0425  ___________________________________________________________________
 BP0425  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 BP0425  DYNAMIC HT  -        1340.082 (meters)    4396.59  (feet)  COMP
 BP0425  MODELED GRAV-     978,990.9   (mgal)                       NAVD 88
 BP0425  OBS GRAVITY -     978,991.9   (mgal)                       GRAV_OBS
 BP0425
 BP0425  VERT ORDER  -  FIRST     CLASS I
 BP0425
 BP0425.The horizontal coordinates were scaled from a topographic map and have
 BP0425.an estimated accuracy of +/- 6 seconds.
 BP0425
 BP0425.The orthometric height was determined by differential leveling
 BP0425.and adjusted by the National Geodetic Survey in June 1991..
 BP0425
 BP0425.The geoid height was determined by GEOID03.
 BP0425
 BP0425.The dynamic height is computed by dividing the NAVD 88
 BP0425.geopotential number by the normal gravity value computed on the
 BP0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0425.degrees latitude (g = 980.6199 gals.).
 BP0425
 BP0425.The modeled gravity was interpolated from observed gravity values.
 BP0425.The observed gravity was obtained from relative gravimeter ties
 BP0425.to the IGSN71 gravity network.
 BP0425
 BP0425;                    North         East    Units  Estimated Accuracy
 BP0425;SPC TXSC     - 4,297,810.      148,090.      MT  (+/- 180 meters Scaled)
 BP0425
 BP0425                          SUPERSEDED SURVEY CONTROL
 BP0425
 BP0425  NGVD 29 (??/??/92) 1341.779  (m)         4402.15   (f) ADJ UNCH    1 1
 BP0425
 BP0425.Superseded values are not recommended for survey control.
 BP0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0425.See file dsdata.txt to determine how the superseded data were derived.
 BP0425
 BP0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP242680(NAD 83)
 BP0425_MARKER: DB = BENCH MARK DISK
 BP0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0425_STAMPING: D 469 RESET 1952
 BP0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0425+STABILITY: SURFACE MOTION
 BP0425
 BP0425  HISTORY     - Date     Condition        Report By
 BP0425  HISTORY     - 1952     MONUMENTED       CGS
 BP0425  HISTORY     - 1958     GOOD             NGS
 BP0425  HISTORY     - 1977     GOOD             NGS
 BP0425  HISTORY     - 1981     GOOD             NGS
 BP0425  HISTORY     - 1988     GOOD             USPSQD
 BP0425  HISTORY     - 1989     GOOD             USPSQD
 BP0425  HISTORY     - 19961007 GOOD             USPSQD
 BP0425  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 BP0425
 BP0425                          STATION DESCRIPTION
 BP0425
 BP0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0425'6.15 MI NW FROM ALPINE.
 BP0425'ABOUT 6.15 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0425'NEW ORLEANS RAILROAD STATION AT ALPINE, 0.15 MILE NORTHWEST OF A
 BP0425'12-CHANNEL CONCRETE CULVERT, 64 FEET NORTHEAST OF THE CENTER LINE OF
 BP0425'THE HIGHWAY, 98 FEET NORTHWEST OF A CONCRETE HIGHWAY MARKER, 3 FEET
 BP0425'NORTHEAST OF A FENCE, 2 1/2 FEET NORTHEAST OF A CONCRETE WITNESS POST,
 BP0425'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BP0425
 BP0425                          STATION RECOVERY (1977)
 BP0425
 BP0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0425'RECOVERED IN GOOD CONDITION.
 BP0425
 BP0425                          STATION RECOVERY (1981)
 BP0425
 BP0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0425'ADD9 1.2 M (4.0 FT) NE OF A METAL WITNESS POST.
 BP0425
 BP0425                          STATION RECOVERY (1988)
 BP0425
 BP0425'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0425'RECOVERED IN GOOD CONDITION.
 BP0425
 BP0425                          STATION RECOVERY (1989)
 BP0425
 BP0425'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0425'RECOVERED IN GOOD CONDITION.
 BP0425
 BP0425                          STATION RECOVERY (1996)
 BP0425
 BP0425'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0425'RECOVERED IN GOOD CONDITION.
 BP0425
 BP0425                          STATION RECOVERY (2003)
 BP0425
 BP0425'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BP0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0489 ***********************************************************************
 BP0489  DESIGNATION -  D 470
 BP0489  PID         -  BP0489
 BP0489  STATE/COUNTY-  TX/JEFF DAVIS
 BP0489  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0489
 BP0489                         *CURRENT SURVEY CONTROL
 BP0489  ___________________________________________________________________
 BP0489* NAD 83(1986)-  30 52 02.     (N)    103 47 45.     (W)     SCALED    
 BP0489* NAVD 88     -      1142.640  (meters)    3748.81   (feet)  POSTED    
 BP0489  ___________________________________________________________________
 BP0489  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 BP0489  DYNAMIC HT  -        1140.860 (meters)    3742.97  (feet)  COMP
 BP0489  MODELED GRAV-     979,047.2   (mgal)                       NAVD 88
 BP0489
 BP0489  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0489
 BP0489.The horizontal coordinates were scaled from a topographic map and have
 BP0489.an estimated accuracy of +/- 6 seconds.
 BP0489
 BP0489.The orthometric height was determined by differential leveling
 BP0489.and adjusted by the National Geodetic Survey in 1992..
 BP0489.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0489.rate of 1.1 thru 2.0 mm/km.
 BP0489
 BP0489.The geoid height was determined by GEOID03.
 BP0489
 BP0489.The dynamic height is computed by dividing the NAVD 88
 BP0489.geopotential number by the normal gravity value computed on the
 BP0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0489.degrees latitude (g = 980.6199 gals.).
 BP0489
 BP0489.The modeled gravity was interpolated from observed gravity values.
 BP0489
 BP0489;                    North         East    Units  Estimated Accuracy
 BP0489;SPC TX C     - 3,138,240.      368,950.      MT  (+/- 180 meters Scaled)
 BP0489
 BP0489                          SUPERSEDED SURVEY CONTROL
 BP0489
 BP0489  NGVD 29 (??/??/92) 1142.258  (m)         3747.56   (f) ADJ UNCH    2 0
 BP0489
 BP0489.Superseded values are not recommended for survey control.
 BP0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0489.See file dsdata.txt to determine how the superseded data were derived.
 BP0489
 BP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ151155(NAD 83)
 BP0489_MARKER: DB = BENCH MARK DISK
 BP0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0489_STAMPING: D 470 1934 3747.712
 BP0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0489+STABILITY: SURFACE MOTION
 BP0489
 BP0489  HISTORY     - Date     Condition        Report By
 BP0489  HISTORY     - 1934     MONUMENTED       CGS
 BP0489  HISTORY     - 1958     GOOD             NGS
 BP0489  HISTORY     - 19961011 GOOD             USPSQD
 BP0489
 BP0489                          STATION DESCRIPTION
 BP0489
 BP0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0489'5.45 MI S FROM TOYAHVALE.
 BP0489'ABOUT 5.45 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0489'TOYAHVALE, 84 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.2 MILE
 BP0489'NORTH OF A CURVE IN THE HIGHWAY, 149 FEET NORTH-NORTHWEST OF THE NORTH
 BP0489'END OF THE WEST CONCRETE HEAD WALL OF A CULVERT, 23 FEET WEST OF A
 BP0489'FENCE, 10 FEET NORTH OF AN IRON TELEPHONE POLE, IN LINE WITH A ROW OF
 BP0489'TELEPHONE POLES, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, IN
 BP0489'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES, AND ABOUT 4 FEET BELOW
 BP0489'THE LEVEL OF THE HIGHWAY.
 BP0489
 BP0489                          STATION RECOVERY (1996)
 BP0489
 BP0489'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0490 ***********************************************************************
 BP0490  DESIGNATION -  D 470 RESET 1940
 BP0490  PID         -  BP0490
 BP0490  STATE/COUNTY-  TX/JEFF DAVIS
 BP0490  USGS QUAD   -  BIG AGUJA MOUNTAIN (1972)
 BP0490
 BP0490                         *CURRENT SURVEY CONTROL
 BP0490  ___________________________________________________________________
 BP0490* NAD 83(1986)-  30 52 02.     (N)    103 47 45.     (W)     SCALED    
 BP0490* NAVD 88     -      1143.906  (meters)    3752.96   (feet)  POSTED    
 BP0490  ___________________________________________________________________
 BP0490  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 BP0490  DYNAMIC HT  -        1142.130 (meters)    3747.14  (feet)  COMP
 BP0490  MODELED GRAV-     979,047.2   (mgal)                       NAVD 88
 BP0490
 BP0490  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0490
 BP0490.The horizontal coordinates were scaled from a topographic map and have
 BP0490.an estimated accuracy of +/- 6 seconds.
 BP0490
 BP0490.The orthometric height was determined by differential leveling
 BP0490.and adjusted by the National Geodetic Survey in 1992..
 BP0490.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0490.rate of 2.1 thru 3.0 mm/km.
 BP0490
 BP0490.The geoid height was determined by GEOID03.
 BP0490
 BP0490.The dynamic height is computed by dividing the NAVD 88
 BP0490.geopotential number by the normal gravity value computed on the
 BP0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0490.degrees latitude (g = 980.6199 gals.).
 BP0490
 BP0490.The modeled gravity was interpolated from observed gravity values.
 BP0490
 BP0490;                    North         East    Units  Estimated Accuracy
 BP0490;SPC TX C     - 3,138,240.      368,950.      MT  (+/- 180 meters Scaled)
 BP0490
 BP0490                          SUPERSEDED SURVEY CONTROL
 BP0490
 BP0490  NGVD 29 (??/??/92) 1143.52   (m)         3751.7    (f) COMPUTED    2 0
 BP0490
 BP0490.Superseded values are not recommended for survey control.
 BP0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0490.See file dsdata.txt to determine how the superseded data were derived.
 BP0490
 BP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ151155(NAD 83)
 BP0490_MARKER: DB = BENCH MARK DISK
 BP0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0490_SP_SET: CULVERT
 BP0490_STAMPING: D 470 RESET 1940
 BP0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0490
 BP0490  HISTORY     - Date     Condition        Report By
 BP0490  HISTORY     - 1940     MONUMENTED       TXHD
 BP0490  HISTORY     - 1958     GOOD             NGS
 BP0490  HISTORY     - 1989     GOOD             USPSQD
 BP0490  HISTORY     - 19961011 GOOD             USPSQD
 BP0490
 BP0490                          STATION DESCRIPTION
 BP0490
 BP0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0490'5.45 MI S FROM TOYAHVALE.
 BP0490'ABOUT 5.45 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0490'TOYAHVALE, IN THE TOP AND CENTER OF THE WEST CONCRETE HEAD WALL OF A
 BP0490'CULVERT, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.2 MILE
 BP0490'NORTH OF A CURVE IN THE HIGHWAY, 160 FEET SOUTH-SOUTHEAST OF BENCH
 BP0490'MARK D 470, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BP0490
 BP0490                          STATION RECOVERY (1989)
 BP0490
 BP0490'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0490'RECOVERED IN GOOD CONDITION.
 BP0490
 BP0490                          STATION RECOVERY (1996)
 BP0490
 BP0490'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0196 ***********************************************************************
 DP0196  DESIGNATION -  D 472
 DP0196  PID         -  DP0196
 DP0196  STATE/COUNTY-  TX/DICKENS
 DP0196  USGS QUAD   -  CROTON CAMP (1981)
 DP0196
 DP0196                         *CURRENT SURVEY CONTROL
 DP0196  ___________________________________________________________________
 DP0196* NAD 83(1986)-  33 37 04.     (N)    100 40 45.     (W)     SCALED    
 DP0196* NAVD 88     -       666.623  (meters)    2187.08   (feet)  ADJUSTED  
 DP0196  ___________________________________________________________________
 DP0196  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DP0196  DYNAMIC HT  -         665.825 (meters)    2184.46  (feet)  COMP
 DP0196  MODELED GRAV-     979,417.1   (mgal)                       NAVD 88
 DP0196
 DP0196  VERT ORDER  -  SECOND    CLASS 0
 DP0196
 DP0196.The horizontal coordinates were scaled from a topographic map and have
 DP0196.an estimated accuracy of +/- 6 seconds.
 DP0196
 DP0196.The orthometric height was determined by differential leveling
 DP0196.and adjusted by the National Geodetic Survey in June 1991..
 DP0196
 DP0196.The geoid height was determined by GEOID03.
 DP0196
 DP0196.The dynamic height is computed by dividing the NAVD 88
 DP0196.geopotential number by the normal gravity value computed on the
 DP0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0196.degrees latitude (g = 980.6199 gals.).
 DP0196
 DP0196.The modeled gravity was interpolated from observed gravity values.
 DP0196
 DP0196;                    North         East    Units  Estimated Accuracy
 DP0196;SPC TXNC     - 2,218,460.      397,810.      MT  (+/- 180 meters Scaled)
 DP0196
 DP0196                          SUPERSEDED SURVEY CONTROL
 DP0196
 DP0196  NGVD 29 (??/??/92)  666.39   (m)         2186.3    (f) COMPUTED    2 0
 DP0196
 DP0196.Superseded values are not recommended for survey control.
 DP0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0196.See file dsdata.txt to determine how the superseded data were derived.
 DP0196
 DP0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC442210(NAD 83)
 DP0196_MARKER: DB = BENCH MARK DISK
 DP0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0196_STAMPING: D-472 1935
 DP0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0196+STABILITY: SURFACE MOTION
 DP0196
 DP0196  HISTORY     - Date     Condition        Report By
 DP0196  HISTORY     - 1935     MONUMENTED       CGS
 DP0196
 DP0196                          STATION DESCRIPTION
 DP0196
 DP0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0196'10.1 MI E FROM DICKENS.
 DP0196'10.1 MI. E. ALONG STATE NO. 24 AT A T ROAD TO THE N., 36 FT. S.E. OF
 DP0196'THE INTERSECTION OF HWY., AND T ROAD, 60 FT. W. OF A SMALL WOODEN
 DP0196'BRIDGE, 27 FT. S. OF THE CENTER LINE OF HWY., AND 2 FT. N. OF THE
 DP0196'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0197 ***********************************************************************
 DP0197  DESIGNATION -  D 472 RESET 1935
 DP0197  PID         -  DP0197
 DP0197  STATE/COUNTY-  TX/DICKENS
 DP0197  USGS QUAD   -  CROTON CAMP (1981)
 DP0197
 DP0197                         *CURRENT SURVEY CONTROL
 DP0197  ___________________________________________________________________
 DP0197* NAD 83(1986)-  33 37 04.     (N)    100 40 46.     (W)     SCALED    
 DP0197* NAVD 88     -       666.05   (meters)    2185.2    (feet)  RESET     
 DP0197  ___________________________________________________________________
 DP0197  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DP0197
 DP0197  VERT ORDER  -  THIRD
 DP0197
 DP0197.The horizontal coordinates were scaled from a topographic map and have
 DP0197.an estimated accuracy of +/- 6 seconds.
 DP0197
 DP0197.The orthometric height was computed from unverified reset data.
 DP0197
 DP0197.The geoid height was determined by GEOID03.
 DP0197
 DP0197;                    North         East    Units  Estimated Accuracy
 DP0197;SPC TXNC     - 2,218,460.      397,790.      MT  (+/- 180 meters Scaled)
 DP0197
 DP0197                          SUPERSEDED SURVEY CONTROL
 DP0197
 DP0197.No superseded survey control is available for this station.
 DP0197
 DP0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC442210(NAD 83)
 DP0197_MARKER: DB = BENCH MARK DISK
 DP0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0197_STAMPING: D 472 RESET 1935
 DP0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0197+STABILITY: SURFACE MOTION
 DP0197
 DP0197  HISTORY     - Date     Condition        Report By
 DP0197  HISTORY     - 1935     MONUMENTED       TXHD
 DP0197  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0197
 DP0197                          STATION DESCRIPTION
 DP0197
 DP0197'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1935
 DP0197'10.1 MI E FROM DICKENS.
 DP0197'10.1 MILES EAST ALONG U. S. HIGHWAY 82 FROM DICKENS, DICKENS COUNTY,
 DP0197'60 FEET WEST OF A SMALL WOODEN BRIDGE, AT SURVEY STATION 499+00, 8
 DP0197'YARDS EAST OF THE PROLONGATION OF THE CENTERLINE OF A ROAD LEADING
 DP0197'NORTH, AND 65 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 DP0197'DISK, STAMPED D 472 RESET 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DP0197
 DP0197                          STATION RECOVERY (1968)
 DP0197
 DP0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0285 ***********************************************************************
 DP0285  DESIGNATION -  D 474
 DP0285  PID         -  DP0285
 DP0285  STATE/COUNTY-  TX/GARZA
 DP0285  USGS QUAD   -  JUSTICEBURG NW (1969)
 DP0285
 DP0285                         *CURRENT SURVEY CONTROL
 DP0285  ___________________________________________________________________
 DP0285* NAD 83(1986)-  33 13 10.     (N)    101 13 35.     (W)     SCALED    
 DP0285* NAVD 88     -       763.013  (meters)    2503.32   (feet)  ADJUSTED  
 DP0285  ___________________________________________________________________
 DP0285  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 DP0285  DYNAMIC HT  -         762.066 (meters)    2500.21  (feet)  COMP
 DP0285  MODELED GRAV-     979,369.7   (mgal)                       NAVD 88
 DP0285
 DP0285  VERT ORDER  -  SECOND    CLASS 0
 DP0285
 DP0285.The horizontal coordinates were scaled from a topographic map and have
 DP0285.an estimated accuracy of +/- 6 seconds.
 DP0285
 DP0285.The orthometric height was determined by differential leveling
 DP0285.and adjusted by the National Geodetic Survey in June 1991..
 DP0285
 DP0285.The geoid height was determined by GEOID03.
 DP0285
 DP0285.The dynamic height is computed by dividing the NAVD 88
 DP0285.geopotential number by the normal gravity value computed on the
 DP0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0285.degrees latitude (g = 980.6199 gals.).
 DP0285
 DP0285.The modeled gravity was interpolated from observed gravity values.
 DP0285
 DP0285;                    North         East    Units  Estimated Accuracy
 DP0285;SPC TXNC     - 2,175,490.      345,900.      MT  (+/- 180 meters Scaled)
 DP0285
 DP0285                          SUPERSEDED SURVEY CONTROL
 DP0285
 DP0285  NGVD 29 (??/??/92)  762.684  (m)         2502.24   (f) ADJ UNCH    2 0
 DP0285
 DP0285.Superseded values are not recommended for survey control.
 DP0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0285.See file dsdata.txt to determine how the superseded data were derived.
 DP0285
 DP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB925778(NAD 83)
 DP0285_MARKER: DB = BENCH MARK DISK
 DP0285_SETTING: 0 = UNSPECIFIED SETTING
 DP0285_STAMPING: D 474 1935
 DP0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0285
 DP0285  HISTORY     - Date     Condition        Report By
 DP0285  HISTORY     - 1935     MONUMENTED       CGS
 DP0285  HISTORY     - 1969     GOOD             USGS
 DP0285
 DP0285                          STATION DESCRIPTION
 DP0285
 DP0285'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0285'9.3 MI E FROM POST.
 DP0285'7.5 MILES EAST ALONG U. S. HIGHWAY 380 FROM POST, TEXAS, ABOUT 0.1
 DP0285'MILE EAST OF BRIDGE OVER NORTH FORK DOUBLE MOUNTAIN FORK BRAZOS RIVER,
 DP0285'TURN NORTH AND FOLLOW OLD HIGHWAY, NOW A TRACK ROAD, 1.6 MILE
 DP0285'NORTHEAST.  BENCH MARK IS 30 FEET NORTH OF CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0121 ***********************************************************************
 DP0121  DESIGNATION -  D 475
 DP0121  PID         -  DP0121
 DP0121  STATE/COUNTY-  TX/KENT
 DP0121  USGS QUAD   -  JAYTON SOUTH (1969)
 DP0121
 DP0121                         *CURRENT SURVEY CONTROL
 DP0121  ___________________________________________________________________
 DP0121* NAD 83(1986)-  33 14 37.     (N)    100 34 45.     (W)     SCALED    
 DP0121* NAVD 88     -       608.156  (meters)    1995.26   (feet)  ADJUSTED  
 DP0121  ___________________________________________________________________
 DP0121  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DP0121  DYNAMIC HT  -         607.413 (meters)    1992.82  (feet)  COMP
 DP0121  MODELED GRAV-     979,395.8   (mgal)                       NAVD 88
 DP0121
 DP0121  VERT ORDER  -  SECOND    CLASS 0
 DP0121
 DP0121.The horizontal coordinates were scaled from a topographic map and have
 DP0121.an estimated accuracy of +/- 6 seconds.
 DP0121
 DP0121.The orthometric height was determined by differential leveling
 DP0121.and adjusted by the National Geodetic Survey in June 1991..
 DP0121
 DP0121.The geoid height was determined by GEOID03.
 DP0121
 DP0121.The dynamic height is computed by dividing the NAVD 88
 DP0121.geopotential number by the normal gravity value computed on the
 DP0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0121.degrees latitude (g = 980.6199 gals.).
 DP0121
 DP0121.The modeled gravity was interpolated from observed gravity values.
 DP0121
 DP0121;                    North         East    Units  Estimated Accuracy
 DP0121;SPC TXNC     - 2,176,790.      406,270.      MT  (+/- 180 meters Scaled)
 DP0121
 DP0121                          SUPERSEDED SURVEY CONTROL
 DP0121
 DP0121  NGVD 29 (??/??/92)  607.926  (m)         1994.50   (f) ADJ UNCH    2 0
 DP0121
 DP0121.Superseded values are not recommended for survey control.
 DP0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0121.See file dsdata.txt to determine how the superseded data were derived.
 DP0121
 DP0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB528794(NAD 83)
 DP0121_MARKER: DB = BENCH MARK DISK
 DP0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0121_STAMPING: D 475 1935
 DP0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0121+STABILITY: SURFACE MOTION
 DP0121
 DP0121  HISTORY     - Date     Condition        Report By
 DP0121  HISTORY     - 1935     MONUMENTED       CGS
 DP0121  HISTORY     - 1969     GOOD             USGS
 DP0121
 DP0121                          STATION DESCRIPTION
 DP0121
 DP0121'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0121'0.6 MI SW FROM JAYTON.
 DP0121'FROM THE COUNTY COURT HOUSE AT JAYTON, GO 0.2 MILE SOUTH ALONG STATE
 DP0121'HIGHWAY 70 TO A STREET WEST, CONTINUE ON THIS STREET 0.3 MILE WEST TO
 DP0121'THE MARK ON THE LEFT, SOUTH SIDE OF THE ROAD.  153.5 FEET WEST OF A
 DP0121'TREE IN FENCE CORNER, 28 FEET SOUTH OF CENTERLINE OF THE ROAD, 1 FOOT
 DP0121'EAST OF ROUND WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 475
 DP0121'1935, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT AND
 DP0121'0.7 FOOT ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0189 ***********************************************************************
 CU0189  DESIGNATION -  D 476
 CU0189  PID         -  CU0189
 CU0189  STATE/COUNTY-  TX/NOLAN
 CU0189  USGS QUAD   -  SWEETWATER (1987)
 CU0189
 CU0189                         *CURRENT SURVEY CONTROL
 CU0189  ___________________________________________________________________
 CU0189* NAD 83(1986)-  32 25 22.     (N)    100 26 11.     (W)     SCALED    
 CU0189* NAVD 88     -       669.457  (meters)    2196.38   (feet)  ADJUSTED  
 CU0189  ___________________________________________________________________
 CU0189  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CU0189  DYNAMIC HT  -         668.563 (meters)    2193.44  (feet)  COMP
 CU0189  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 CU0189
 CU0189  VERT ORDER  -  SECOND    CLASS 0
 CU0189
 CU0189.The horizontal coordinates were scaled from a topographic map and have
 CU0189.an estimated accuracy of +/- 6 seconds.
 CU0189
 CU0189.The orthometric height was determined by differential leveling
 CU0189.and adjusted by the National Geodetic Survey in June 1991..
 CU0189
 CU0189.The geoid height was determined by GEOID03.
 CU0189
 CU0189.The dynamic height is computed by dividing the NAVD 88
 CU0189.geopotential number by the normal gravity value computed on the
 CU0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0189.degrees latitude (g = 980.6199 gals.).
 CU0189
 CU0189.The modeled gravity was interpolated from observed gravity values.
 CU0189
 CU0189;                    North         East    Units  Estimated Accuracy
 CU0189;SPC TXNC     - 2,085,520.      417,890.      MT  (+/- 180 meters Scaled)
 CU0189
 CU0189                          SUPERSEDED SURVEY CONTROL
 CU0189
 CU0189  NGVD 29 (??/??/92)  669.233  (m)         2195.64   (f) ADJ UNCH    2 0
 CU0189
 CU0189.Superseded values are not recommended for survey control.
 CU0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0189.See file dsdata.txt to determine how the superseded data were derived.
 CU0189
 CU0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA649882(NAD 83)
 CU0189_MARKER: DB = BENCH MARK DISK
 CU0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0189_STAMPING: 2195.642 D 476 1935
 CU0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0189+STABILITY: SURFACE MOTION
 CU0189
 CU0189  HISTORY     - Date     Condition        Report By
 CU0189  HISTORY     - 1935     MONUMENTED       CGS
 CU0189  HISTORY     - 1958     GOOD             NGS
 CU0189
 CU0189                          STATION DESCRIPTION
 CU0189
 CU0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0189'3.6 MI S FROM SWEETWATER.
 CU0189'3.6 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0189'STATION AT SWEETWATER, NOLAN COUNTY, 4-1/2 POLES NORTH OF MILEPOST
 CU0189'644, AT THE SOUTH END OF A CUT, 30 FEET NORTH OF AN OLD SAND DUMP, 51
 CU0189'FEET EAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT EAST OF THE
 CU0189'FENCE.  A STANDARD DISK, STAMPED 2195.642 D 476 1935 AND SET IN THE
 CU0189'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0155 ***********************************************************************
 CB0155  DESIGNATION -  D 477
 CB0155  PID         -  CB0155
 CB0155  STATE/COUNTY-  TX/TOM GREEN
 CB0155  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0155
 CB0155                         *CURRENT SURVEY CONTROL
 CB0155  ___________________________________________________________________
 CB0155* NAD 83(1986)-  31 29 50.     (N)    100 24 36.     (W)     SCALED    
 CB0155* NAVD 88     -       572.684  (meters)    1878.88   (feet)  ADJUSTED  
 CB0155  ___________________________________________________________________
 CB0155  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CB0155  DYNAMIC HT  -         571.904 (meters)    1876.32  (feet)  COMP
 CB0155  MODELED GRAV-     979,259.6   (mgal)                       NAVD 88
 CB0155
 CB0155  VERT ORDER  -  SECOND    CLASS 0
 CB0155
 CB0155.The horizontal coordinates were scaled from a topographic map and have
 CB0155.an estimated accuracy of +/- 6 seconds.
 CB0155
 CB0155.The orthometric height was determined by differential leveling
 CB0155.and adjusted by the National Geodetic Survey in June 1991..
 CB0155
 CB0155.The geoid height was determined by GEOID03.
 CB0155
 CB0155.The dynamic height is computed by dividing the NAVD 88
 CB0155.geopotential number by the normal gravity value computed on the
 CB0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0155.degrees latitude (g = 980.6199 gals.).
 CB0155
 CB0155.The modeled gravity was interpolated from observed gravity values.
 CB0155
 CB0155;                    North         East    Units  Estimated Accuracy
 CB0155;SPC TX C     - 3,202,930.      692,720.      MT  (+/- 180 meters Scaled)
 CB0155
 CB0155                          SUPERSEDED SURVEY CONTROL
 CB0155
 CB0155  NGVD 29 (??/??/92)  572.521  (m)         1878.35   (f) ADJ UNCH    2 0
 CB0155
 CB0155.Superseded values are not recommended for survey control.
 CB0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0155.See file dsdata.txt to determine how the superseded data were derived.
 CB0155
 CB0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV660855(NAD 83)
 CB0155_MARKER: DB = BENCH MARK DISK
 CB0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0155_STAMPING: 1878.346 D 477 1935
 CB0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0155+STABILITY: SURFACE MOTION
 CB0155
 CB0155  HISTORY     - Date     Condition        Report By
 CB0155  HISTORY     - 1935     MONUMENTED       CGS
 CB0155  HISTORY     - 1940     GOOD             NGS
 CB0155
 CB0155                          STATION DESCRIPTION
 CB0155
 CB0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CB0155'4.0 MI N FROM SAN ANGELO.
 CB0155'4.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CB0155'COUNTY COURTHOUSE AT SAN ANGELO, TOM GREEN COUNTY, 79 FEET EAST OF
 CB0155'MILEPOST 714, 44 FEET EAST OF THE CENTERLINE OF THE TRACK, 9 FEET
 CB0155'SOUTHEAST OF A POLE, 3 FEET SOUTHWEST OF A FENCE CORNER, AND 1 FOOT
 CB0155'WEST OF THE FENCE.  A STANDARD DISK, STAMPED 1878.346 D 477 1935 AND
 CB0155'SET IN THE TOP OF A CONCRETE POST.
 CB0155
 CB0155                          STATION RECOVERY (1940)
 CB0155
 CB0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0693 ***********************************************************************
 CA0693  DESIGNATION -  D 478
 CA0693  PID         -  CA0693
 CA0693  STATE/COUNTY-  TX/COLEMAN
 CA0693  USGS QUAD   -  TALPA (1987)
 CA0693
 CA0693                         *CURRENT SURVEY CONTROL
 CA0693  ___________________________________________________________________
 CA0693* NAD 83(1986)-  31 46 31.     (N)    099 42 37.     (W)     SCALED    
 CA0693* NAVD 88     -       596.878  (meters)    1958.26   (feet)  ADJUSTED  
 CA0693  ___________________________________________________________________
 CA0693  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CA0693  DYNAMIC HT  -         596.079 (meters)    1955.64  (feet)  COMP
 CA0693  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 CA0693
 CA0693  VERT ORDER  -  SECOND    CLASS 0
 CA0693
 CA0693.The horizontal coordinates were scaled from a topographic map and have
 CA0693.an estimated accuracy of +/- 6 seconds.
 CA0693
 CA0693.The orthometric height was determined by differential leveling
 CA0693.and adjusted by the National Geodetic Survey in June 1991..
 CA0693
 CA0693.The geoid height was determined by GEOID03.
 CA0693
 CA0693.The dynamic height is computed by dividing the NAVD 88
 CA0693.geopotential number by the normal gravity value computed on the
 CA0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0693.degrees latitude (g = 980.6199 gals.).
 CA0693
 CA0693.The modeled gravity was interpolated from observed gravity values.
 CA0693
 CA0693;                    North         East    Units  Estimated Accuracy
 CA0693;SPC TX C     - 3,233,920.      759,020.      MT  (+/- 180 meters Scaled)
 CA0693
 CA0693                          SUPERSEDED SURVEY CONTROL
 CA0693
 CA0693  NGVD 29 (??/??/92)  596.748  (m)         1957.83   (f) ADJ UNCH    2 0
 CA0693
 CA0693.Superseded values are not recommended for survey control.
 CA0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0693.See file dsdata.txt to determine how the superseded data were derived.
 CA0693
 CA0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA327157(NAD 83)
 CA0693_MARKER: DB = BENCH MARK DISK
 CA0693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0693_SP_SET: FOUNDATION
 CA0693_STAMPING: 1957.736 D 478 1935
 CA0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0693
 CA0693  HISTORY     - Date     Condition        Report By
 CA0693  HISTORY     - 1935     MONUMENTED       CGS
 CA0693  HISTORY     - 1940     GOOD             NGS
 CA0693
 CA0693                          STATION DESCRIPTION
 CA0693
 CA0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0693'IN TALPA.
 CA0693'AT TALPA, COLEMAN COUNTY, ABOUT 300 YARDS WEST OF THE GULF, COLORADO
 CA0693'AND SANTA FE RAILWAY STATION, 3-1/2 POLES WEST OF MILEPOST 21, AT A
 CA0693'LARGE SHEET-IRON WAREHOUSE, IN THE SOUTHEAST CORNER OF THE CONCRETE
 CA0693'FOUNDATION, AND 25 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 CA0693'STANDARD DISK, STAMPED D 478 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0263 ***********************************************************************
 CS0263  DESIGNATION -  D 479
 CS0263  PID         -  CS0263
 CS0263  STATE/COUNTY-  TX/KAUFMAN
 CS0263  USGS QUAD   -  WILLS POINT (1981)
 CS0263
 CS0263                         *CURRENT SURVEY CONTROL
 CS0263  ___________________________________________________________________
 CS0263* NAD 83(1986)-  32 37 51.     (N)    096 05 32.     (W)     SCALED    
 CS0263* NAVD 88     -       134.608  (meters)     441.63   (feet)  ADJUSTED  
 CS0263  ___________________________________________________________________
 CS0263  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0263  DYNAMIC HT  -         134.456 (meters)     441.13  (feet)  COMP
 CS0263  MODELED GRAV-     979,508.9   (mgal)                       NAVD 88
 CS0263
 CS0263  VERT ORDER  -  SECOND    CLASS 0
 CS0263
 CS0263.The horizontal coordinates were scaled from a topographic map and have
 CS0263.an estimated accuracy of +/- 6 seconds.
 CS0263
 CS0263.The orthometric height was determined by differential leveling
 CS0263.and adjusted by the National Geodetic Survey in June 1991..
 CS0263
 CS0263.The geoid height was determined by GEOID03.
 CS0263
 CS0263.The dynamic height is computed by dividing the NAVD 88
 CS0263.geopotential number by the normal gravity value computed on the
 CS0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0263.degrees latitude (g = 980.6199 gals.).
 CS0263
 CS0263.The modeled gravity was interpolated from observed gravity values.
 CS0263
 CS0263;                    North         East    Units  Estimated Accuracy
 CS0263;SPC TXNC     - 2,109,510.      825,900.      MT  (+/- 180 meters Scaled)
 CS0263
 CS0263                          SUPERSEDED SURVEY CONTROL
 CS0263
 CS0263  NGVD 29 (??/??/92)  134.620  (m)          441.67   (f) ADJ UNCH    2 0
 CS0263
 CS0263.Superseded values are not recommended for survey control.
 CS0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0263.See file dsdata.txt to determine how the superseded data were derived.
 CS0263
 CS0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB728140(NAD 83)
 CS0263_MARKER: DB = BENCH MARK DISK
 CS0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0263_STAMPING: D 479 1948
 CS0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0263+STABILITY: SURFACE MOTION
 CS0263
 CS0263  HISTORY     - Date     Condition        Report By
 CS0263  HISTORY     - 1948     MONUMENTED       CGS
 CS0263
 CS0263                          STATION DESCRIPTION
 CS0263
 CS0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0263'1.75 MI SE FROM HIRAM.
 CS0263'0.9 MILE EAST ALONG A GRADED DIRT ROAD FROM THE LOCUST GROVE CHURCH AT
 CS0263'HIRAM, THENCE 0.85 MILE SOUTH ALONG A GRADED DIRT ROAD, AT A JUNCTION
 CS0263'WITH A PRIVATE ROAD LEADING EAST TO A FARMHOUSE, 70.0 FEET SOUTHEAST
 CS0263'OF THE SOUTHEAST CORNER OF A 12-FOOT WOODEN BRIDGE, 41.0 FEET EAST OF
 CS0263'THE CENTER LINE OF A NORTH-SOUTH ROAD, 30.4 FEET SOUTH OF THE CENTER
 CS0263'LINE OF THE PRIVATE ROAD (MEASURED FROM THE CENTER OF THE WEST SIDE OF
 CS0263'A CATTLEGUARD), 29.5 FEET NORTH OF AN EAST-WEST FENCE, 2.0 FEET
 CS0263'NORTHWEST OF A FENCE, 2.0 FEET NORTH OF A REFERENCE POST, AND SET IN
 CS0263'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0996 ***********************************************************************
 AB0996  DESIGNATION -  D 48
 AB0996  PID         -  AB0996
 AB0996  STATE/COUNTY-  TX/WILLACY
 AB0996  USGS QUAD   -  YTURRIA (1982)
 AB0996
 AB0996                         *CURRENT SURVEY CONTROL
 AB0996  ___________________________________________________________________
 AB0996* NAD 83(1986)-  26 34 34.     (N)    097 46 11.     (W)     SCALED    
 AB0996* NAVD 88     -        11.754  (meters)      38.56   (feet)  ADJUSTED  
 AB0996  ___________________________________________________________________
 AB0996  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AB0996  DYNAMIC HT  -          11.736 (meters)      38.50  (feet)  COMP
 AB0996  MODELED GRAV-     979,054.2   (mgal)                       NAVD 88
 AB0996
 AB0996  VERT ORDER  -  FIRST     CLASS II
 AB0996
 AB0996.The horizontal coordinates were scaled from a topographic map and have
 AB0996.an estimated accuracy of +/- 6 seconds.
 AB0996
 AB0996.The orthometric height was determined by differential leveling
 AB0996.and adjusted by the National Geodetic Survey in June 1991..
 AB0996
 AB0996.The geoid height was determined by GEOID03.
 AB0996
 AB0996.The dynamic height is computed by dividing the NAVD 88
 AB0996.geopotential number by the normal gravity value computed on the
 AB0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0996.degrees latitude (g = 980.6199 gals.).
 AB0996
 AB0996.The modeled gravity was interpolated from observed gravity values.
 AB0996
 AB0996;                    North         East    Units  Estimated Accuracy
 AB0996;SPC TX S     - 5,100,970.      372,750.      MT  (+/- 180 meters Scaled)
 AB0996
 AB0996                          SUPERSEDED SURVEY CONTROL
 AB0996
 AB0996  NGVD 29 (??/??/92)   11.842  (m)           38.85   (f) ADJ UNCH    1 2
 AB0996
 AB0996.Superseded values are not recommended for survey control.
 AB0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0996.See file dsdata.txt to determine how the superseded data were derived.
 AB0996
 AB0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ225400(NAD 83)
 AB0996_MARKER: DB = BENCH MARK DISK
 AB0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0996_STAMPING: D 48 1917 38.937
 AB0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0996+STABILITY: SURFACE MOTION
 AB0996
 AB0996  HISTORY     - Date     Condition        Report By
 AB0996  HISTORY     - 1917     MONUMENTED       CGS
 AB0996  HISTORY     - 1951     GOOD             NGS
 AB0996  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0996  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0996  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AB0996
 AB0996                          STATION DESCRIPTION
 AB0996
 AB0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0996'6.5 MI N FROM RAYMONDVILLE.
 AB0996'6.5 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0996'FROM THE STATION AT RAYMONDVILLE, 61 FEET NORTH OF MILEPOST 53, 32
 AB0996'FEET WEST OF THE WEST RAIL, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 AB0996'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- NOW THE
 AB0996'SOUTHERN PACIFIC LINES.
 AB0996
 AB0996                          STATION RECOVERY (1963)
 AB0996
 AB0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0996'MARK NOT FOUND.
 AB0996
 AB0996                          STATION RECOVERY (1981)
 AB0996
 AB0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0996'NOT RECOVERED, CONSIDERED DESTROYED.
 AB0996
 AB0996                          STATION RECOVERY (2004)
 AB0996
 AB0996'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0272 ***********************************************************************
 CS0272  DESIGNATION -  D 480
 CS0272  PID         -  CS0272
 CS0272  STATE/COUNTY-  TX/KAUFMAN
 CS0272  USGS QUAD   -  CEDARVALE (1981)
 CS0272
 CS0272                         *CURRENT SURVEY CONTROL
 CS0272  ___________________________________________________________________
 CS0272* NAD 83(1986)-  32 32 20.     (N)    096 07 14.     (W)     SCALED    
 CS0272* NAVD 88     -       123.687  (meters)     405.80   (feet)  ADJUSTED  
 CS0272  ___________________________________________________________________
 CS0272  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0272  DYNAMIC HT  -         123.547 (meters)     405.34  (feet)  COMP
 CS0272  MODELED GRAV-     979,504.2   (mgal)                       NAVD 88
 CS0272
 CS0272  VERT ORDER  -  SECOND    CLASS 0
 CS0272
 CS0272.The horizontal coordinates were scaled from a topographic map and have
 CS0272.an estimated accuracy of +/- 6 seconds.
 CS0272
 CS0272.The orthometric height was determined by differential leveling
 CS0272.and adjusted by the National Geodetic Survey in June 1991..
 CS0272
 CS0272.The geoid height was determined by GEOID03.
 CS0272
 CS0272.The dynamic height is computed by dividing the NAVD 88
 CS0272.geopotential number by the normal gravity value computed on the
 CS0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0272.degrees latitude (g = 980.6199 gals.).
 CS0272
 CS0272.The modeled gravity was interpolated from observed gravity values.
 CS0272
 CS0272;                    North         East    Units  Estimated Accuracy
 CS0272;SPC TXNC     - 2,099,250.      823,480.      MT  (+/- 180 meters Scaled)
 CS0272
 CS0272                          SUPERSEDED SURVEY CONTROL
 CS0272
 CS0272  NGVD 29 (??/??/92)  123.699  (m)          405.84   (f) ADJ UNCH    2 0
 CS0272
 CS0272.Superseded values are not recommended for survey control.
 CS0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0272.See file dsdata.txt to determine how the superseded data were derived.
 CS0272
 CS0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB704038(NAD 83)
 CS0272_MARKER: DB = BENCH MARK DISK
 CS0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0272_STAMPING: D 480 1948
 CS0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0272+STABILITY: SURFACE MOTION
 CS0272
 CS0272  HISTORY     - Date     Condition        Report By
 CS0272  HISTORY     - 1948     MONUMENTED       CGS
 CS0272
 CS0272                          STATION DESCRIPTION
 CS0272
 CS0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0272'3.7 MI SW FROM CEDARVALE.
 CS0272'0.3 MILE WEST ALONG A GRADED DIRT ROAD (PROPOSED ROUTE OF STATE
 CS0272'HIGHWAY 243) FROM THE CEDARVALE COTTON GIN AT CEDARVALE, THENCE 2.1
 CS0272'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.3 MILES WEST ALONG A
 CS0272'GRADED DIRT ROAD, 0.25 MILE WEST OF A JUNCTION WITH A DIRT ROAD
 CS0272'LEADING SOUTH, 174.0 FEET NORTH OF AND 4.0 FEET HIGHER THAN THE CENTER
 CS0272'LINE OF THE ROAD, 39.5 FEET NORTH OF A 24-INCH OAK TREE, 23.2 FEET
 CS0272'EAST OF THE SOUTHEAST CORNER OF AN ABANDONED FARMHOUSE, 1.8 FEET NORTH
 CS0272'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CS0272'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1010 ***********************************************************************
 AY1010  DESIGNATION -  D 481
 AY1010  PID         -  AY1010
 AY1010  STATE/COUNTY-  TX/BANDERA
 AY1010  USGS QUAD   -  PIPE CREEK (1982)
 AY1010
 AY1010                         *CURRENT SURVEY CONTROL
 AY1010  ___________________________________________________________________
 AY1010* NAD 83(1986)-  29 43 24.     (N)    098 56 06.     (W)     SCALED    
 AY1010* NAVD 88     -       414.531  (meters)    1360.01   (feet)  ADJUSTED  
 AY1010  ___________________________________________________________________
 AY1010  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AY1010  DYNAMIC HT  -         413.930 (meters)    1358.04  (feet)  COMP
 AY1010  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 AY1010
 AY1010  VERT ORDER  -  SECOND    CLASS 0
 AY1010
 AY1010.The horizontal coordinates were scaled from a topographic map and have
 AY1010.an estimated accuracy of +/- 6 seconds.
 AY1010
 AY1010.The orthometric height was determined by differential leveling
 AY1010.and adjusted by the National Geodetic Survey in June 1991..
 AY1010
 AY1010.The geoid height was determined by GEOID03.
 AY1010
 AY1010.The dynamic height is computed by dividing the NAVD 88
 AY1010.geopotential number by the normal gravity value computed on the
 AY1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1010.degrees latitude (g = 980.6199 gals.).
 AY1010
 AY1010.The modeled gravity was interpolated from observed gravity values.
 AY1010
 AY1010;                    North         East    Units  Estimated Accuracy
 AY1010;SPC TXSC     - 4,209,470.      606,290.      MT  (+/- 180 meters Scaled)
 AY1010
 AY1010                          SUPERSEDED SURVEY CONTROL
 AY1010
 AY1010  NGVD 29 (??/??/92)  414.424  (m)         1359.66   (f) ADJ UNCH    2 0
 AY1010
 AY1010.Superseded values are not recommended for survey control.
 AY1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1010.See file dsdata.txt to determine how the superseded data were derived.
 AY1010
 AY1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT062881(NAD 83)
 AY1010_MARKER: DB = BENCH MARK DISK
 AY1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1010_STAMPING: D 481 1935
 AY1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1010+STABILITY: SURFACE MOTION
 AY1010
 AY1010  HISTORY     - Date     Condition        Report By
 AY1010  HISTORY     - 1935     MONUMENTED       CGS
 AY1010  HISTORY     - 1953     GOOD             NGS
 AY1010  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1010  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1010
 AY1010                          STATION DESCRIPTION
 AY1010
 AY1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1010'0.1 MI E FROM PIPE CREEK.
 AY1010'0.1 MILE EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT PIPE
 AY1010'CREEK, 265 FEET WEST OF THE NORTHWEST CORNER OF A MOBILGAS SERVICE
 AY1010'STATION, 46.5 FEET WEST OF A TELEPHONE POLE, 36 FEET EAST OF THE
 AY1010'CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTHEAST, 31 FEET SOUTH OF
 AY1010'THE CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTH OF A FENCE, 1 FOOT EAST
 AY1010'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY1010'0.8 FOOT ABOVE THE GROUND.
 AY1010
 AY1010                          STATION RECOVERY (1990)
 AY1010
 AY1010'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1010'MARK NOT FOUND.
 AY1010
 AY1010                          STATION RECOVERY (1993)
 AY1010
 AY1010'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0025 ***********************************************************************
 AZ0025  DESIGNATION -  D 482
 AZ0025  PID         -  AZ0025
 AZ0025  STATE/COUNTY-  TX/EDWARDS
 AZ0025  USGS QUAD   -  VANCE (1973)
 AZ0025
 AZ0025                         *CURRENT SURVEY CONTROL
 AZ0025  ___________________________________________________________________
 AZ0025* NAD 83(1986)-  29 50 44.     (N)    100 05 49.     (W)     SCALED    
 AZ0025* NAVD 88     -       540.125  (meters)    1772.06   (feet)  ADJUSTED  
 AZ0025  ___________________________________________________________________
 AZ0025  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 AZ0025  DYNAMIC HT  -         539.324 (meters)    1769.43  (feet)  COMP
 AZ0025  MODELED GRAV-     979,142.8   (mgal)                       NAVD 88
 AZ0025
 AZ0025  VERT ORDER  -  SECOND    CLASS 0
 AZ0025
 AZ0025.The horizontal coordinates were scaled from a topographic map and have
 AZ0025.an estimated accuracy of +/- 6 seconds.
 AZ0025
 AZ0025.The orthometric height was determined by differential leveling
 AZ0025.and adjusted by the National Geodetic Survey in June 1991..
 AZ0025
 AZ0025.The geoid height was determined by GEOID03.
 AZ0025
 AZ0025.The dynamic height is computed by dividing the NAVD 88
 AZ0025.geopotential number by the normal gravity value computed on the
 AZ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0025.degrees latitude (g = 980.6199 gals.).
 AZ0025
 AZ0025.The modeled gravity was interpolated from observed gravity values.
 AZ0025
 AZ0025;                    North         East    Units  Estimated Accuracy
 AZ0025;SPC TXSC     - 4,223,510.      494,010.      MT  (+/- 180 meters Scaled)
 AZ0025
 AZ0025                          SUPERSEDED SURVEY CONTROL
 AZ0025
 AZ0025  NGVD 29 (??/??/92)  540.056  (m)         1771.83   (f) ADJ UNCH    2 0
 AZ0025
 AZ0025.Superseded values are not recommended for survey control.
 AZ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0025.See file dsdata.txt to determine how the superseded data were derived.
 AZ0025
 AZ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU940021(NAD 83)
 AZ0025_MARKER: DB = BENCH MARK DISK
 AZ0025_SETTING: 80 = SET IN A BOULDER
 AZ0025_SP_SET: BOULDER
 AZ0025_STAMPING: D 482 1935
 AZ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0025+STABILITY: SURFACE MOTION
 AZ0025
 AZ0025  HISTORY     - Date     Condition        Report By
 AZ0025  HISTORY     - 1935     MONUMENTED       CGS
 AZ0025  HISTORY     - 1973     GOOD             USGS
 AZ0025
 AZ0025                          STATION DESCRIPTION
 AZ0025
 AZ0025'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0025'9.4 MI NW FROM BARKSDALE.
 AZ0025'JUNCTION OF STATE HIGHWAY 55 AND RANCH ROAD 335, NORTH OF BARKSDALE,
 AZ0025'TEXAS.  9.6 MILES NORTHWEST OF ALONG HIGHWAY 55 TO JUNCTION OF GRADED
 AZ0025'ROAD NORTH TO NORTHEAST (OLD HIGHWAY), THENCE, 0.4 MILE NORTH ALONG
 AZ0025'OLD HIGHWAY TO STREAM BED.  36 FEET SOUTHEAST OF THE CENTER LINE, NEAR
 AZ0025'THE SOUTHEAST BANK OF THE DRAIN, CEMENTED IN THE TOP OF A LARGE
 AZ0025'BOULDER APPROX. 3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED D 482
 AZ0025'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0360 ***********************************************************************
 CS0360  DESIGNATION -  D 483
 CS0360  PID         -  CS0360
 CS0360  STATE/COUNTY-  TX/VAN ZANDT
 CS0360  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0360
 CS0360                         *CURRENT SURVEY CONTROL
 CS0360  ___________________________________________________________________
 CS0360* NAD 83(1986)-  32 24 52.     (N)    096 02 29.     (W)     SCALED    
 CS0360* NAVD 88     -       128.252  (meters)     420.77   (feet)  ADJUSTED  
 CS0360  ___________________________________________________________________
 CS0360  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0360  DYNAMIC HT  -         128.106 (meters)     420.29  (feet)  COMP
 CS0360  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 CS0360
 CS0360  VERT ORDER  -  SECOND    CLASS 0
 CS0360
 CS0360.The horizontal coordinates were scaled from a topographic map and have
 CS0360.an estimated accuracy of +/- 6 seconds.
 CS0360
 CS0360.The orthometric height was determined by differential leveling
 CS0360.and adjusted by the National Geodetic Survey in June 1991..
 CS0360
 CS0360.The geoid height was determined by GEOID03.
 CS0360
 CS0360.The dynamic height is computed by dividing the NAVD 88
 CS0360.geopotential number by the normal gravity value computed on the
 CS0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0360.degrees latitude (g = 980.6199 gals.).
 CS0360
 CS0360.The modeled gravity was interpolated from observed gravity values.
 CS0360
 CS0360;                    North         East    Units  Estimated Accuracy
 CS0360;SPC TXNC     - 2,085,630.      831,230.      MT  (+/- 180 meters Scaled)
 CS0360
 CS0360                          SUPERSEDED SURVEY CONTROL
 CS0360
 CS0360  NGVD 29 (??/??/92)  128.260  (m)          420.80   (f) ADJ UNCH    2 0
 CS0360
 CS0360.Superseded values are not recommended for survey control.
 CS0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0360.See file dsdata.txt to determine how the superseded data were derived.
 CS0360
 CS0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA782902(NAD 83)
 CS0360_MARKER: DB = BENCH MARK DISK
 CS0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0360_STAMPING: D 483 1948
 CS0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0360+STABILITY: SURFACE MOTION
 CS0360
 CS0360  HISTORY     - Date     Condition        Report By
 CS0360  HISTORY     - 1948     MONUMENTED       CGS
 CS0360  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CS0360
 CS0360                          STATION DESCRIPTION
 CS0360
 CS0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0360'4.8 MI NE FROM MABANK.
 CS0360'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 198 FROM THE TEXAS AND NEW
 CS0360'ORLEANS RAILWAY STATION AT MABANK, AT A JUNCTION WITH A ROAD LEADING
 CS0360'NORTH FROM THE SETTLEMENT OF RODDY, 458.0 FEET SOUTHWEST OF THE CENTER
 CS0360'OF THE JUNCTION, 109.8 FEET NORTHWEST OF THE CENTER LINE OF THE
 CS0360'HIGHWAY, 11.2 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME HOUSE
 CS0360'COVERED WITH BRICK SIDING, 4.6 FEET NORTHWEST OF A 12-INCH CHINA BERRY
 CS0360'TREE, 3.8 FEET SOUTHEAST OF AN 8-INCH CHINA BERRY TREE, 1.7 FEET
 CS0360'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CS0360'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CS0360
 CS0360                          STATION RECOVERY (1995)
 CS0360
 CS0360'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0318 ***********************************************************************
 BY0318  DESIGNATION -  D 484
 BY0318  PID         -  BY0318
 BY0318  STATE/COUNTY-  TX/NACOGDOCHES
 BY0318  USGS QUAD   -  ETOILE NORTH (1984)
 BY0318
 BY0318                         *CURRENT SURVEY CONTROL
 BY0318  ___________________________________________________________________
 BY0318* NAD 83(1986)-  31 28 09.     (N)    094 26 12.     (W)     SCALED    
 BY0318* NAVD 88     -        93.71   (+/-2cm)     307.4    (feet)  VERTCON   
 BY0318  ___________________________________________________________________
 BY0318  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY0318
 BY0318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0318
 BY0318.The horizontal coordinates were scaled from a topographic map and have
 BY0318.an estimated accuracy of +/- 6 seconds.
 BY0318
 BY0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0318.The vertical order pertains to the NGVD 29 superseded value.
 BY0318
 BY0318.The geoid height was determined by GEOID03.
 BY0318
 BY0318;                    North         East    Units  Estimated Accuracy
 BY0318;SPC TX C     - 3,214,670.    1,260,070.      MT  (+/- 180 meters Scaled)
 BY0318
 BY0318                          SUPERSEDED SURVEY CONTROL
 BY0318
 BY0318  NGVD 29 (??/??/92)   93.752  (m)          307.58   (f) ADJ UNCH    2 0
 BY0318
 BY0318.Superseded values are not recommended for survey control.
 BY0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0318.See file dsdata.txt to determine how the superseded data were derived.
 BY0318
 BY0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ635824(NAD 83)
 BY0318_MARKER: DB = BENCH MARK DISK
 BY0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0318_STAMPING: D 484 1948
 BY0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0318+STABILITY: SURFACE MOTION
 BY0318
 BY0318  HISTORY     - Date     Condition        Report By
 BY0318  HISTORY     - 1948     MONUMENTED       CGS
 BY0318  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0318
 BY0318                          STATION DESCRIPTION
 BY0318
 BY0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0318'7.5 MI NW FROM CHIRENO.
 BY0318'6.4 MILES SOUTHWEST ALONG THE CHIRENO-ETOILE ROAD FROM THE METHODIST
 BY0318'CHURCH AT CHIRENO, THENCE 1.1 MILES NORTHWEST ALONG A GRADED DIRT
 BY0318'ROAD, 0.3 MILE SOUTHEAST OF A ROAD JUNCTION, ON TOP OF A RISE, 39.0
 BY0318'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 9.0 FEET NORTHWEST OF
 BY0318'THE CENTER LINE OF A LOGGING TRAIL LEADING NORTHEAST, 2.0 FEET
 BY0318'NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0318'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0318
 BY0318                          STATION RECOVERY (1998)
 BY0318
 BY0318'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1050 ***********************************************************************
 BY1050  DESIGNATION -  D 485
 BY1050  PID         -  BY1050
 BY1050  STATE/COUNTY-  TX/ANGELINA
 BY1050  USGS QUAD   -  PLATT (1980)
 BY1050
 BY1050                         *CURRENT SURVEY CONTROL
 BY1050  ___________________________________________________________________
 BY1050* NAD 83(1986)-  31 25 37.     (N)    094 36 41.     (W)     SCALED    
 BY1050* NAVD 88     -        55.37   (+/-2cm)     181.7    (feet)  VERTCON   
 BY1050  ___________________________________________________________________
 BY1050  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY1050
 BY1050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1050
 BY1050.The horizontal coordinates were scaled from a topographic map and have
 BY1050.an estimated accuracy of +/- 6 seconds.
 BY1050
 BY1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1050.The vertical order pertains to the NGVD 29 superseded value.
 BY1050
 BY1050.The geoid height was determined by GEOID03.
 BY1050
 BY1050;                    North         East    Units  Estimated Accuracy
 BY1050;SPC TX C     - 3,209,130.    1,243,730.      MT  (+/- 180 meters Scaled)
 BY1050
 BY1050                          SUPERSEDED SURVEY CONTROL
 BY1050
 BY1050  NGVD 29 (??/??/92)   55.431  (m)          181.86   (f) ADJ UNCH    2 0
 BY1050
 BY1050.Superseded values are not recommended for survey control.
 BY1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1050.See file dsdata.txt to determine how the superseded data were derived.
 BY1050
 BY1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ468780(NAD 83)
 BY1050_MARKER: DB = BENCH MARK DISK
 BY1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1050_STAMPING: D 485 1949
 BY1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1050+STABILITY: SURFACE MOTION
 BY1050
 BY1050  HISTORY     - Date     Condition        Report By
 BY1050  HISTORY     - 1949     MONUMENTED       CGS
 BY1050  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1050
 BY1050                          STATION DESCRIPTION
 BY1050
 BY1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1050'5.8 MI S FROM LACYVILLE.
 BY1050'5.8 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY1050'CROSSING OF A DIRT ROAD AT LACYVILLE, 10 2/3 POLES SOUTH OF MILEPOST
 BY1050'138, 53.3 FEET WEST OF AND 5.0 FEET LOWER THAN THE WEST RAIL OF THE
 BY1050'TRACK, 41.0 FEET WEST OF THE SOUTHWEST CORNER OF A SPEEDER STOP, 37.0
 BY1050'FEET SOUTHEAST OF THE CENTER LINE OF A SMALL GULLEY, 6.8 FEET WEST OF
 BY1050'THE WEST RIGHT-OF-WAY FENCE, 3.3 FEET SOUTH OF A REFERENCE POST, AND
 BY1050'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 BY1050'GROUND.
 BY1050
 BY1050                          STATION RECOVERY (1998)
 BY1050
 BY1050'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0143 ***********************************************************************
 BY0143  DESIGNATION -  D 486
 BY0143  PID         -  BY0143
 BY0143  STATE/COUNTY-  TX/SHELBY
 BY0143  USGS QUAD   -  ARCADIA (1984)
 BY0143
 BY0143                         *CURRENT SURVEY CONTROL
 BY0143  ___________________________________________________________________
 BY0143* NAD 83(1986)-  31 49 08.     (N)    094 19 53.     (W)     SCALED    
 BY0143* NAVD 88     -       139.15   (+/-2cm)     456.5    (feet)  VERTCON   
 BY0143  ___________________________________________________________________
 BY0143  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY0143
 BY0143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0143
 BY0143.The horizontal coordinates were scaled from a topographic map and have
 BY0143.an estimated accuracy of +/- 6 seconds.
 BY0143
 BY0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0143.The vertical order pertains to the NGVD 29 superseded value.
 BY0143
 BY0143.The geoid height was determined by GEOID03.
 BY0143
 BY0143;                    North         East    Units  Estimated Accuracy
 BY0143;SPC TX C     - 3,253,920.    1,267,970.      MT  (+/- 180 meters Scaled)
 BY0143
 BY0143                          SUPERSEDED SURVEY CONTROL
 BY0143
 BY0143  NGVD 29 (??/??/92)  139.162  (m)          456.57   (f) ADJ UNCH    2 0
 BY0143
 BY0143.Superseded values are not recommended for survey control.
 BY0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0143.See file dsdata.txt to determine how the superseded data were derived.
 BY0143
 BY0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR739211(NAD 83)
 BY0143_MARKER: DB = BENCH MARK DISK
 BY0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0143_STAMPING: D 486 1949
 BY0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0143+STABILITY: SURFACE MOTION
 BY0143
 BY0143  HISTORY     - Date     Condition        Report By
 BY0143  HISTORY     - 1949     MONUMENTED       CGS
 BY0143
 BY0143                          STATION DESCRIPTION
 BY0143
 BY0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0143'1.2 MI S FROM HUBERT.
 BY0143'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 87 FROM THE ELEMENTARY SCHOOL
 BY0143'AT HUBERT, THENCE 0.8 MILE SOUTH ALONG THE ARCADA-HUBERT ROAD, AT A
 BY0143'ROAD INTERSECTION, 1.3 MILES NORTH OF BENCH MARK C 486, 144.0 FEET
 BY0143'WEST OF THE CENTER LINE OF THE ARCADA-HUBERT ROAD, 217.0 FEET NORTH OF
 BY0143'THE CENTER LINE OF AN EAST-WEST ROAD, 25.7 FEET NORTH OF THE NORTHWEST
 BY0143'CORNER OF A CHURCH, 10.0 FEET NORTHEAST OF AN 18-INCH OAK TREE, 1.7
 BY0143'FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY0143'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1120 ***********************************************************************
 BY1120  DESIGNATION -  D 487
 BY1120  PID         -  BY1120
 BY1120  STATE/COUNTY-  TX/NACOGDOCHES
 BY1120  USGS QUAD   -  GARRISON WEST (1984)
 BY1120
 BY1120                         *CURRENT SURVEY CONTROL
 BY1120  ___________________________________________________________________
 BY1120* NAD 83(1986)-  31 46 33.     (N)    094 33 25.     (W)     SCALED    
 BY1120* NAVD 88     -       129.722  (meters)     425.60   (feet)  ADJUSTED  
 BY1120  ___________________________________________________________________
 BY1120  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BY1120  DYNAMIC HT  -         129.563 (meters)     425.07  (feet)  COMP
 BY1120  MODELED GRAV-     979,412.6   (mgal)                       NAVD 88
 BY1120
 BY1120  VERT ORDER  -  FIRST     CLASS II
 BY1120
 BY1120.The horizontal coordinates were scaled from a topographic map and have
 BY1120.an estimated accuracy of +/- 6 seconds.
 BY1120
 BY1120.The orthometric height was determined by differential leveling
 BY1120.and adjusted by the National Geodetic Survey in June 1991..
 BY1120
 BY1120.The geoid height was determined by GEOID03.
 BY1120
 BY1120.The dynamic height is computed by dividing the NAVD 88
 BY1120.geopotential number by the normal gravity value computed on the
 BY1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1120.degrees latitude (g = 980.6199 gals.).
 BY1120
 BY1120.The modeled gravity was interpolated from observed gravity values.
 BY1120
 BY1120;                    North         East    Units  Estimated Accuracy
 BY1120;SPC TX C     - 3,248,020.    1,246,890.      MT  (+/- 180 meters Scaled)
 BY1120
 BY1120                          SUPERSEDED SURVEY CONTROL
 BY1120
 BY1120  NGVD 29 (??/??/92)  129.726  (m)          425.61   (f) ADJ UNCH    1 2
 BY1120
 BY1120.Superseded values are not recommended for survey control.
 BY1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1120.See file dsdata.txt to determine how the superseded data were derived.
 BY1120
 BY1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR525166(NAD 83)
 BY1120_MARKER: DB = BENCH MARK DISK
 BY1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1120_STAMPING: D 487 1949
 BY1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1120+STABILITY: SURFACE MOTION
 BY1120
 BY1120  HISTORY     - Date     Condition        Report By
 BY1120  HISTORY     - 1949     MONUMENTED       CGS
 BY1120  HISTORY     - 1956     GOOD             NGS
 BY1120  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1120  HISTORY     - 1980     MARK NOT FOUND   USGS
 BY1120  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1120
 BY1120                          STATION DESCRIPTION
 BY1120
 BY1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1120'5.3 MI SW FROM GARRISON.
 BY1120'5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE TEXAS AND NEW
 BY1120'ORLEANS RAILROAD STATION AT GARRISON, 0.9 MILE NORTHEAST OF NACONICHE
 BY1120'CREEK, 0.35 MILE NORTHEAST OF A LARGE CONCRETE BRIDGE OVER A DEEP
 BY1120'RAVINE, 0.1 MILE SOUTHWEST OF JUNCTION OF SECTION OF OLD HIGHWAY
 BY1120'LEADING SOUTH, 161.0 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST,
 BY1120'57.4 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 22.0 FEET EAST
 BY1120'OF A TELEPHONE POLE (FIRST POLE SOUTHWEST OF POINT WHERE TELEPHONE
 BY1120'LINE MAKES TURN TO THE EAST AWAY FROM HIGHWAY), 6.0 FEET SOUTHEAST OF
 BY1120'A RIGHT-OF-WAY FENCE, 2.5 FEET SOUTH OF A REFERENCE POST, AND SET IN
 BY1120'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1120
 BY1120                          STATION RECOVERY (1956)
 BY1120
 BY1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 BY1120'RECOVERED IN GOOD CONDITION.
 BY1120
 BY1120                          STATION RECOVERY (1979)
 BY1120
 BY1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1120'MARK NOT FOUND.
 BY1120
 BY1120                          STATION RECOVERY (1980)
 BY1120
 BY1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY1120'THE AREA WAS SEARCHED BUT THE MARK WAS NOT RECOVERED.
 BY1120
 BY1120                          STATION RECOVERY (1998)
 BY1120
 BY1120'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0864 ***********************************************************************
 BY0864  DESIGNATION -  D 488
 BY0864  PID         -  BY0864
 BY0864  STATE/COUNTY-  TX/ANGELINA
 BY0864  USGS QUAD   -  BALD HILL (1980)
 BY0864
 BY0864                         *CURRENT SURVEY CONTROL
 BY0864  ___________________________________________________________________
 BY0864* NAD 83(1986)-  31 12 13.     (N)    094 40 48.     (W)     SCALED    
 BY0864* NAVD 88     -        73.03   (+/-2cm)     239.6    (feet)  VERTCON   
 BY0864  ___________________________________________________________________
 BY0864  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0864
 BY0864  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0864
 BY0864.The horizontal coordinates were scaled from a topographic map and have
 BY0864.an estimated accuracy of +/- 6 seconds.
 BY0864
 BY0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0864.The vertical order pertains to the NGVD 29 superseded value.
 BY0864
 BY0864.The geoid height was determined by GEOID03.
 BY0864
 BY0864;                    North         East    Units  Estimated Accuracy
 BY0864;SPC TX C     - 3,184,060.    1,238,480.      MT  (+/- 180 meters Scaled)
 BY0864
 BY0864                          SUPERSEDED SURVEY CONTROL
 BY0864
 BY0864  NGVD 29 (??/??/92)   73.063  (m)          239.71   (f) ADJ UNCH    2 0
 BY0864
 BY0864.Superseded values are not recommended for survey control.
 BY0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0864.See file dsdata.txt to determine how the superseded data were derived.
 BY0864
 BY0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ399533(NAD 83)
 BY0864_MARKER: DB = BENCH MARK DISK
 BY0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0864_STAMPING: D 488 1949
 BY0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0864+STABILITY: SURFACE MOTION
 BY0864
 BY0864  HISTORY     - Date     Condition        Report By
 BY0864  HISTORY     - 1949     MONUMENTED       CGS
 BY0864
 BY0864                          STATION DESCRIPTION
 BY0864
 BY0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0864'9.05 MI SE FROM BURKE.
 BY0864'4.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0864'ORLEANS RAILROAD STATION AT BURKE, THENCE 4.5 MILES SOUTHEAST ALONG
 BY0864'FARM ROAD 58, AT THE I. D. PARKER FARM HOME, 201.0 FEET EAST OF THE
 BY0864'CENTER LINE OF FARM ROAD 58, 44.7 FEET SOUTHWEST OF THE SOUTHWEST
 BY0864'CORNER OF THE FARM HOUSE, 10.0 FEET SOUTH OF THE CENTER LINE OF A
 BY0864'PRIVATE DRIVE, 1.7 FEET EAST OF A REFERENCE POST, 0.8 FOOT NORTH OF A
 BY0864'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 BY0864'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0489 ***********************************************************************
 BY0489  DESIGNATION -  D 489
 BY0489  PID         -  BY0489
 BY0489  STATE/COUNTY-  TX/ANGELINA
 BY0489  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0489
 BY0489                         *CURRENT SURVEY CONTROL
 BY0489  ___________________________________________________________________
 BY0489* NAD 83(1986)-  31 18 40.     (N)    094 28 21.     (W)     SCALED    
 BY0489* NAVD 88     -        73.23   (+/-2cm)     240.3    (feet)  VERTCON   
 BY0489  ___________________________________________________________________
 BY0489  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BY0489
 BY0489  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0489
 BY0489.The horizontal coordinates were scaled from a topographic map and have
 BY0489.an estimated accuracy of +/- 6 seconds.
 BY0489
 BY0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0489.The vertical order pertains to the NGVD 29 superseded value.
 BY0489
 BY0489.The geoid height was determined by GEOID03.
 BY0489
 BY0489;                    North         East    Units  Estimated Accuracy
 BY0489;SPC TX C     - 3,196,990.    1,257,590.      MT  (+/- 180 meters Scaled)
 BY0489
 BY0489                          SUPERSEDED SURVEY CONTROL
 BY0489
 BY0489  NGVD 29 (??/??/92)   73.268  (m)          240.38   (f) ADJ UNCH    2 0
 BY0489
 BY0489.Superseded values are not recommended for survey control.
 BY0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0489.See file dsdata.txt to determine how the superseded data were derived.
 BY0489
 BY0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ598650(NAD 83)
 BY0489_MARKER: DB = BENCH MARK DISK
 BY0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0489_STAMPING: D 489 1949
 BY0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0489+STABILITY: SURFACE MOTION
 BY0489
 BY0489  HISTORY     - Date     Condition        Report By
 BY0489  HISTORY     - 1949     MONUMENTED       CGS
 BY0489  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0489
 BY0489                          STATION DESCRIPTION
 BY0489
 BY0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0489'4.3 MI NW FROM ORA.
 BY0489'0.4 MILE WEST ALONG A GRADED DIRT ROAD FROM THE BAPTIST CHURCH AT ORA,
 BY0489'THENCE 3.9 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 0.4 MILE
 BY0489'SOUTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING EAST, 0.1 MILE
 BY0489'NORTHWEST OF THE JUNCTION OF A WOODS ROAD LEADING NORTHEAST, 53.0 FEET
 BY0489'NORTHEAST OF THE CENTER LINE OF THE ROAD, 20.8 FEET SOUTH OF A 14-INCH
 BY0489'OAK TREE, 17.3 FEET NORTHWEST OF A 14-INCH GUM TREE, 12.7 FEET NORTH
 BY0489'OF A 12-INCH HICKORY TREE, 2.0 FEET SOUTHWEST OF A REFERENCE POST, AND
 BY0489'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 BY0489'GROUND.
 BY0489
 BY0489                          STATION RECOVERY (1979)
 BY0489
 BY0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0922 ***********************************************************************
 BY0922  DESIGNATION -  D 490
 BY0922  PID         -  BY0922
 BY0922  STATE/COUNTY-  TX/ANGELINA
 BY0922  USGS QUAD   -  MANNING (1980)
 BY0922
 BY0922                         *CURRENT SURVEY CONTROL
 BY0922  ___________________________________________________________________
 BY0922* NAD 83(1986)-  31 12 48.     (N)    094 31 21.     (W)     SCALED    
 BY0922* NAVD 88     -        69.38   (+/-2cm)     227.6    (feet)  VERTCON   
 BY0922  ___________________________________________________________________
 BY0922  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BY0922
 BY0922  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0922
 BY0922.The horizontal coordinates were scaled from a topographic map and have
 BY0922.an estimated accuracy of +/- 6 seconds.
 BY0922
 BY0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0922.The vertical order pertains to the NGVD 29 superseded value.
 BY0922
 BY0922.The geoid height was determined by GEOID03.
 BY0922
 BY0922;                    North         East    Units  Estimated Accuracy
 BY0922;SPC TX C     - 3,185,910.    1,253,410.      MT  (+/- 180 meters Scaled)
 BY0922
 BY0922                          SUPERSEDED SURVEY CONTROL
 BY0922
 BY0922  NGVD 29 (??/??/92)   69.413  (m)          227.73   (f) ADJ UNCH    2 0
 BY0922
 BY0922.Superseded values are not recommended for survey control.
 BY0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0922.See file dsdata.txt to determine how the superseded data were derived.
 BY0922
 BY0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ549542(NAD 83)
 BY0922_MARKER: DB = BENCH MARK DISK
 BY0922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0922_SP_SET: BRIDGE
 BY0922_STAMPING: D 490 1949
 BY0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0922
 BY0922  HISTORY     - Date     Condition        Report By
 BY0922  HISTORY     - 1949     MONUMENTED       CGS
 BY0922
 BY0922                          STATION DESCRIPTION
 BY0922
 BY0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0922'4.0 MI SW FROM SHAWNEE PRAIRIE.
 BY0922'2.95 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL
 BY0922'AT SHAWNEE PRAIRIE, THENCE 1.05 MILES SOUTHEAST ALONG U. S. HIGHWAY
 BY0922'69, 0.05 MILE WEST OF A JUNCTION WITH A ROAD LEADING NORTH, 12.0 FEET
 BY0922'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10.0 FEET NORTHEAST OF THE
 BY0922'SOUTHWEST END OF THE SOUTHWEST WINGWALL OF A SMALL CONCRETE BRIDGE,
 BY0922'SET IN THE TOP OF THE WINGWALL AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0501 ***********************************************************************
 BY0501  DESIGNATION -  D 491
 BY0501  PID         -  BY0501
 BY0501  STATE/COUNTY-  TX/ANGELINA
 BY0501  USGS QUAD   -  ZAVALLA (1984)
 BY0501
 BY0501                         *CURRENT SURVEY CONTROL
 BY0501  ___________________________________________________________________
 BY0501* NAD 83(1986)-  31 12 07.     (N)    094 24 18.     (W)     SCALED    
 BY0501* NAVD 88     -        51.69   (+/-2cm)     169.6    (feet)  VERTCON   
 BY0501  ___________________________________________________________________
 BY0501  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BY0501
 BY0501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0501
 BY0501.The horizontal coordinates were scaled from a topographic map and have
 BY0501.an estimated accuracy of +/- 6 seconds.
 BY0501
 BY0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0501.The vertical order pertains to the NGVD 29 superseded value.
 BY0501
 BY0501.The geoid height was determined by GEOID03.
 BY0501
 BY0501;                    North         East    Units  Estimated Accuracy
 BY0501;SPC TX C     - 3,185,240.    1,264,650.      MT  (+/- 180 meters Scaled)
 BY0501
 BY0501                          SUPERSEDED SURVEY CONTROL
 BY0501
 BY0501  NGVD 29 (??/??/92)   51.718  (m)          169.68   (f) ADJ UNCH    2 0
 BY0501
 BY0501.Superseded values are not recommended for survey control.
 BY0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0501.See file dsdata.txt to determine how the superseded data were derived.
 BY0501
 BY0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ661528(NAD 83)
 BY0501_MARKER: DB = BENCH MARK DISK
 BY0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0501_STAMPING: D 491 1949
 BY0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0501+STABILITY: SURFACE MOTION
 BY0501
 BY0501  HISTORY     - Date     Condition        Report By
 BY0501  HISTORY     - 1949     MONUMENTED       CGS
 BY0501
 BY0501                          STATION DESCRIPTION
 BY0501
 BY0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0501'3.8 MI N FROM ZAVALLA.
 BY0501'0.4 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0501'RAILROAD STATION AT ZAVALLA, THENCE 2.25 MILES NORTH ALONG A GRADED
 BY0501'DIRT ROAD, THENCE 1.15 MILES NORTH ALONG ANGELINA NATIONAL FOREST ROAD
 BY0501'300, 0.25 MILE NORTH OF A BRIDGE OVER POPHER CREEK, 0.15 MILE SOUTH OF
 BY0501'THE JUNCTION OF A DIRT ROAD LEADING EAST, 55.0 FEET EAST OF THE CENTER
 BY0501'LINE OF THE ROAD, 24.0 FEET EAST OF A FENCE CORNER, 12.5 FEET SOUTH OF
 BY0501'A 26-INCH OAK TREE, 1.7 FEET WEST OF A REFERENCE POST, 1.0 FOOT NORTH
 BY0501'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 BY0501'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0596 ***********************************************************************
 BY0596  DESIGNATION -  D 492
 BY0596  PID         -  BY0596
 BY0596  STATE/COUNTY-  TX/ANGELINA
 BY0596  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0596
 BY0596                         *CURRENT SURVEY CONTROL
 BY0596  ___________________________________________________________________
 BY0596* NAD 83(1986)-  31 05 43.     (N)    094 18 29.     (W)     SCALED    
 BY0596* NAVD 88     -        49.49   (+/-2cm)     162.4    (feet)  VERTCON   
 BY0596  ___________________________________________________________________
 BY0596  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BY0596
 BY0596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0596
 BY0596.The horizontal coordinates were scaled from a topographic map and have
 BY0596.an estimated accuracy of +/- 6 seconds.
 BY0596
 BY0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0596.The vertical order pertains to the NGVD 29 superseded value.
 BY0596
 BY0596.The geoid height was determined by GEOID03.
 BY0596
 BY0596;                    North         East    Units  Estimated Accuracy
 BY0596;SPC TX C     - 3,173,930.    1,274,520.      MT  (+/- 180 meters Scaled)
 BY0596
 BY0596                          SUPERSEDED SURVEY CONTROL
 BY0596
 BY0596  NGVD 29 (??/??/92)   49.510  (m)          162.43   (f) ADJ UNCH    2 0
 BY0596
 BY0596.Superseded values are not recommended for survey control.
 BY0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0596.See file dsdata.txt to determine how the superseded data were derived.
 BY0596
 BY0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ752408(NAD 83)
 BY0596_MARKER: DB = BENCH MARK DISK
 BY0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0596_STAMPING: D 492 1949
 BY0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0596+STABILITY: SURFACE MOTION
 BY0596
 BY0596  HISTORY     - Date     Condition        Report By
 BY0596  HISTORY     - 1949     MONUMENTED       CGS
 BY0596  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0596
 BY0596                          STATION DESCRIPTION
 BY0596
 BY0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0596'13.40 MI E FROM ZAVALLA.
 BY0596'5.0 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0596'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.3 MILES EAST
 BY0596'ALONG A GRADED DIRT ROAD, THENCE 0.65 MILE NORTHWEST ALONG A DIRT
 BY0596'ROAD, THENCE 6.45 MILES EAST ALONG THE ANGELINA NATIONAL FOREST ROAD
 BY0596'302, 0.3 MILE EAST OF A WOODEN BRIDGE OVER GREEN CREEK, 37.0 FEET
 BY0596'NORTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF A REFERENCE
 BY0596'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 BY0596'THE GROUND.
 BY0596
 BY0596                          STATION RECOVERY (1979)
 BY0596
 BY0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0581 ***********************************************************************
 BY0581  DESIGNATION -  D 493
 BY0581  PID         -  BY0581
 BY0581  STATE/COUNTY-  TX/JASPER
 BY0581  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0581
 BY0581                         *CURRENT SURVEY CONTROL
 BY0581  ___________________________________________________________________
 BY0581* NAD 83(1986)-  31 01 41.     (N)    094 15 05.     (W)     SCALED    
 BY0581* NAVD 88     -        42.77   (+/-2cm)     140.3    (feet)  VERTCON   
 BY0581  ___________________________________________________________________
 BY0581  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BY0581
 BY0581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0581
 BY0581.The horizontal coordinates were scaled from a topographic map and have
 BY0581.an estimated accuracy of +/- 6 seconds.
 BY0581
 BY0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0581.The vertical order pertains to the NGVD 29 superseded value.
 BY0581
 BY0581.The geoid height was determined by GEOID03.
 BY0581
 BY0581;                    North         East    Units  Estimated Accuracy
 BY0581;SPC TX C     - 3,166,790.    1,280,320.      MT  (+/- 180 meters Scaled)
 BY0581
 BY0581                          SUPERSEDED SURVEY CONTROL
 BY0581
 BY0581  NGVD 29 (??/??/92)   42.784  (m)          140.37   (f) ADJ UNCH    2 0
 BY0581
 BY0581.Superseded values are not recommended for survey control.
 BY0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0581.See file dsdata.txt to determine how the superseded data were derived.
 BY0581
 BY0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ805333(NAD 83)
 BY0581_MARKER: DB = BENCH MARK DISK
 BY0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0581_STAMPING: D 493 1952
 BY0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0581+STABILITY: SURFACE MOTION
 BY0581
 BY0581  HISTORY     - Date     Condition        Report By
 BY0581  HISTORY     - 1952     MONUMENTED       CGS
 BY0581  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0581
 BY0581                          STATION DESCRIPTION
 BY0581
 BY0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0581'19.1 MI NW FROM JASPER.
 BY0581'15.8 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0581'JASPER, THENCE 3.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.25
 BY0581'MILE WEST ALONG A WOODS ROAD, 196 FEET EAST OF THE EXTENDED CENTER
 BY0581'LINE OF A WOODS ROAD LEADING SOUTH, 31 FEET NORTH OF THE CENTER LINE
 BY0581'OF AN EAST AND WEST ROAD, 27 FEET NORTHEAST OF THE CENTER LINE OF A
 BY0581'DIM WOODS ROAD LEADING NORTHWEST, 1.7 FEET SOUTH OF A WITNESS POST,
 BY0581'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BY0581'GROUND.
 BY0581
 BY0581                          STATION RECOVERY (1979)
 BY0581
 BY0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0371 ***********************************************************************
 BY0371  DESIGNATION -  D 494
 BY0371  PID         -  BY0371
 BY0371  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0371  USGS QUAD   -  NORWOOD (1984)
 BY0371
 BY0371                         *CURRENT SURVEY CONTROL
 BY0371  ___________________________________________________________________
 BY0371* NAD 83(1986)-  31 23 52.     (N)    094 11 13.     (W)     SCALED    
 BY0371* NAVD 88     -        80.20   (+/-2cm)     263.1    (feet)  VERTCON   
 BY0371  ___________________________________________________________________
 BY0371  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BY0371
 BY0371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0371
 BY0371.The horizontal coordinates were scaled from a topographic map and have
 BY0371.an estimated accuracy of +/- 6 seconds.
 BY0371
 BY0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0371.The vertical order pertains to the NGVD 29 superseded value.
 BY0371
 BY0371.The geoid height was determined by GEOID03.
 BY0371
 BY0371;                    North         East    Units  Estimated Accuracy
 BY0371;SPC TX C     - 3,208,050.    1,284,200.      MT  (+/- 180 meters Scaled)
 BY0371
 BY0371                          SUPERSEDED SURVEY CONTROL
 BY0371
 BY0371  NGVD 29 (??/??/92)   80.229  (m)          263.22   (f) ADJ UNCH    2 0
 BY0371
 BY0371.Superseded values are not recommended for survey control.
 BY0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0371.See file dsdata.txt to determine how the superseded data were derived.
 BY0371
 BY0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ871742(NAD 83)
 BY0371_MARKER: DB = BENCH MARK DISK
 BY0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0371_STAMPING: D 494 1949
 BY0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0371+STABILITY: SURFACE MOTION
 BY0371
 BY0371  HISTORY     - Date     Condition        Report By
 BY0371  HISTORY     - 1949     MONUMENTED       CGS
 BY0371
 BY0371                          STATION DESCRIPTION
 BY0371
 BY0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0371'8.3 MI NE FROM BROADDUS.
 BY0371'8.3 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0371'BROADDUS, AT THE FARM HOME OF NORWOOD, 159 FEET SOUTHWEST OF THE
 BY0371'SOUTHWEST CORNER OF A SMALL HIGHWAY BRIDGE, 395 FEET EAST OF THE
 BY0371'SOUTHEAST CORNER OF THE HOUSE.  71 FEET NORTHWEST OF THE CENTER LINE
 BY0371'OF THE HIGHWAY, 32 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 BY0371'DRIVEWAY, 1.6 FEET NORTHWEST OF A WITNESS POST, 7 FEET SOUTHEAST OF A
 BY0371'POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 BY0371'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0456 ***********************************************************************
 BY0456  DESIGNATION -  D 495
 BY0456  PID         -  BY0456
 BY0456  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0456  USGS QUAD   -  HARVEY CREEK (1984)
 BY0456
 BY0456                         *CURRENT SURVEY CONTROL
 BY0456  ___________________________________________________________________
 BY0456* NAD 83(1986)-  31 16 03.     (N)    094 10 38.     (W)     SCALED    
 BY0456* NAVD 88     -        69.93   (+/-2cm)     229.4    (feet)  VERTCON   
 BY0456  ___________________________________________________________________
 BY0456  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BY0456
 BY0456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0456
 BY0456.The horizontal coordinates were scaled from a topographic map and have
 BY0456.an estimated accuracy of +/- 6 seconds.
 BY0456
 BY0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0456.The vertical order pertains to the NGVD 29 superseded value.
 BY0456
 BY0456.The geoid height was determined by GEOID03.
 BY0456
 BY0456;                    North         East    Units  Estimated Accuracy
 BY0456;SPC TX C     - 3,193,680.    1,285,930.      MT  (+/- 180 meters Scaled)
 BY0456
 BY0456                          SUPERSEDED SURVEY CONTROL
 BY0456
 BY0456  NGVD 29 (??/??/92)   69.945  (m)          229.48   (f) ADJ UNCH    2 0
 BY0456
 BY0456.Superseded values are not recommended for survey control.
 BY0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0456.See file dsdata.txt to determine how the superseded data were derived.
 BY0456
 BY0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ879598(NAD 83)
 BY0456_MARKER: DB = BENCH MARK DISK
 BY0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0456_STAMPING: D 495 1949
 BY0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0456+STABILITY: SURFACE MOTION
 BY0456
 BY0456  HISTORY     - Date     Condition        Report By
 BY0456  HISTORY     - 1949     MONUMENTED       CGS
 BY0456
 BY0456                          STATION DESCRIPTION
 BY0456
 BY0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0456'8.7 MI NE FROM BROADDUS.
 BY0456'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0456'BROADDUS, THENCE 4.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BY0456'1.9 MILES SOUTH ALONG ANGELINA NATIONAL FOREST ROAD 311, THENCE 2.0
 BY0456'MILES NORTHEAST ALONG ANGELINA NATIONAL FOREST ROAD 312, 34.0 FEET
 BY0456'NORTHWEST OF THE CENTER LINE OF THE ROAD, 46.0 FEET NORTHEAST OF THE
 BY0456'NORTHWEST END OF A 16-INCH CONCRETE TUBE CULVERT, 14.0 FEET WEST OF A
 BY0456'16-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE
 BY0456'TREE, 33.0 FEET NORTHEAST OF AN 8-INCH OAK WITH A TRIANGULAR BLAZE ON
 BY0456'THE SOUTHEAST SIDE OF THE TREE, 3.4 FEET SOUTH OF A REFERENCE POST,
 BY0456'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 BY0456'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1001 ***********************************************************************
 AY1001  DESIGNATION -  D 497
 AY1001  PID         -  AY1001
 AY1001  STATE/COUNTY-  TX/BEXAR
 AY1001  USGS QUAD   -  CASTLE HILLS (1992)
 AY1001
 AY1001                         *CURRENT SURVEY CONTROL
 AY1001  ___________________________________________________________________
 AY1001* NAD 83(1986)-  29 33 50.     (N)    098 31 13.     (W)     SCALED    
 AY1001* NAVD 88     -       253.440  (meters)     831.49   (feet)  POSTED    
 AY1001  ___________________________________________________________________
 AY1001  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AY1001  DYNAMIC HT  -         253.070 (meters)     830.28  (feet)  COMP
 AY1001  MODELED GRAV-     979,178.2   (mgal)                       NAVD 88
 AY1001
 AY1001  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1001
 AY1001.The horizontal coordinates were scaled from a topographic map and have
 AY1001.an estimated accuracy of +/- 6 seconds.
 AY1001
 AY1001.The orthometric height was determined by differential leveling
 AY1001.and adjusted by the National Geodetic Survey in 1992..
 AY1001.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1001.rate of 1.1 thru 2.0 mm/km.
 AY1001
 AY1001.The geoid height was determined by GEOID03.
 AY1001
 AY1001.The dynamic height is computed by dividing the NAVD 88
 AY1001.geopotential number by the normal gravity value computed on the
 AY1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1001.degrees latitude (g = 980.6199 gals.).
 AY1001
 AY1001.The modeled gravity was interpolated from observed gravity values.
 AY1001
 AY1001;                    North         East    Units  Estimated Accuracy
 AY1001;SPC TXSC     - 4,191,890.      646,480.      MT  (+/- 180 meters Scaled)
 AY1001
 AY1001                          SUPERSEDED SURVEY CONTROL
 AY1001
 AY1001  NGVD 29 (??/??/92)  253.315  (m)          831.08   (f) ADJ UNCH    1 2
 AY1001
 AY1001.Superseded values are not recommended for survey control.
 AY1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1001.See file dsdata.txt to determine how the superseded data were derived.
 AY1001
 AY1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT464705(NAD 83)
 AY1001_MARKER: DB = BENCH MARK DISK
 AY1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1001_STAMPING: D 497 1953
 AY1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1001+STABILITY: SURFACE MOTION
 AY1001
 AY1001  HISTORY     - Date     Condition        Report By
 AY1001  HISTORY     - 1953     MONUMENTED       CGS
 AY1001  HISTORY     - 19671201 GOOD             USGS
 AY1001  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY1001  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1001  HISTORY     - 19991117 MARK NOT FOUND   USPSQD
 AY1001
 AY1001                          STATION DESCRIPTION
 AY1001
 AY1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1001'1.5 MI NW FROM SAN ANTONIO.
 AY1001'1.5 MILES NORTHWEST ALONG BLANCO ROAD FROM ITS JUNCTION WITH WEST
 AY1001'AVENUE AT SAN ANTONIO, 0.1 MILE NORTHWEST OF A JUNCTION WITH VOELCKER
 AY1001'LANE, 69 FEET SOUTHWEST OF THE CENTER LINE OF BLANCO ROAD, 93 FEET
 AY1001'SOUTHEAST OF THE SOUTHWEST GATE POST AT THE ENTRANCE TO THE SHADOWLAND
 AY1001'DINNER CLUB, 21 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 AY1001'DRIVEWAY, 5 FEET SOUTHWEST OF A POWER POLE, 2.4 FEET NORTH OF A
 AY1001'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY1001'FOOT ABOVE THE GROUND.
 AY1001
 AY1001                          STATION RECOVERY (1967)
 AY1001
 AY1001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (MWL)
 AY1001'RECOVERED IN GOOD CONDITION.
 AY1001
 AY1001                          STATION RECOVERY (1986)
 AY1001
 AY1001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY1001'MARK NOT FOUND.
 AY1001
 AY1001                          STATION RECOVERY (1989)
 AY1001
 AY1001'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY1001'MARK NOT FOUND.
 AY1001
 AY1001                          STATION RECOVERY (1999)
 AY1001
 AY1001'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1055 ***********************************************************************
 BY1055  DESIGNATION -  D 499
 BY1055  PID         -  BY1055
 BY1055  STATE/COUNTY-  TX/NACOGDOCHES
 BY1055  USGS QUAD   -  PLATT (1980)
 BY1055
 BY1055                         *CURRENT SURVEY CONTROL
 BY1055  ___________________________________________________________________
 BY1055* NAD 83(1986)-  31 28 52.     (N)    094 35 56.     (W)     SCALED    
 BY1055* NAVD 88     -        53.92   (+/-2cm)     176.9    (feet)  VERTCON   
 BY1055  ___________________________________________________________________
 BY1055  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1055
 BY1055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1055
 BY1055.The horizontal coordinates were scaled from a topographic map and have
 BY1055.an estimated accuracy of +/- 6 seconds.
 BY1055
 BY1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1055.The vertical order pertains to the NGVD 29 superseded value.
 BY1055
 BY1055.The geoid height was determined by GEOID03.
 BY1055
 BY1055;                    North         East    Units  Estimated Accuracy
 BY1055;SPC TX C     - 3,215,180.    1,244,610.      MT  (+/- 180 meters Scaled)
 BY1055
 BY1055                          SUPERSEDED SURVEY CONTROL
 BY1055
 BY1055  NGVD 29 (??/??/92)   53.994  (m)          177.15   (f) ADJ UNCH    2 0
 BY1055
 BY1055.Superseded values are not recommended for survey control.
 BY1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1055.See file dsdata.txt to determine how the superseded data were derived.
 BY1055
 BY1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ481840(NAD 83)
 BY1055_MARKER: DB = BENCH MARK DISK
 BY1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1055_STAMPING: D 499 1949
 BY1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1055+STABILITY: SURFACE MOTION
 BY1055
 BY1055  HISTORY     - Date     Condition        Report By
 BY1055  HISTORY     - 1949     MONUMENTED       CGS
 BY1055  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1055
 BY1055                          STATION DESCRIPTION
 BY1055
 BY1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1055'1.75 MI S FROM LACYVILLE.
 BY1055'1.75 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY1055'CROSSING OF A DIRT ROAD AT LACYVILLE, 0.2 MILE SOUTH OF RAILWAY
 BY1055'TRESTLE 141.92 OVER A SMALL STREAM, 7 1/2 POLES SOUTH OF MILEPOST 142,
 BY1055'54.7 FEET EAST OF AND 8.0 FEET LOWER THAN THE EAST RAIL OF THE TRACK
 BY1055'(MEASURED FROM A POINT 301.0 FEET SOUTH OF A SMALL WOODEN CULVERT),
 BY1055'36.9 FEET NORTH NORTHEAST OF A TELEGRAPH POLE, 7.2 FEET SOUTHWEST OF A
 BY1055'12-INCH PINE TREE, 1.0 FOOT NORTH OF A REFERENCE POST, AND SET IN THE
 BY1055'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY1055
 BY1055                          STATION RECOVERY (1998)
 BY1055
 BY1055'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0821 ***********************************************************************
 AB0821  PACS        -  This is a Primary Airport Control Station.
 AB0821  DESIGNATION -  D 5
 AB0821  PID         -  AB0821
 AB0821  STATE/COUNTY-  TX/CAMERON
 AB0821  USGS QUAD   -  HARLINGEN (1983)
 AB0821
 AB0821                         *CURRENT SURVEY CONTROL
 AB0821  ___________________________________________________________________
 AB0821* NAD 83(1986)-  26 09 38.     (N)    097 42 28.     (W)     SCALED    
 AB0821* NAVD 88     -        13.808  (meters)      45.30   (feet)  ADJUSTED  
 AB0821  ___________________________________________________________________
 AB0821  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0821  DYNAMIC HT  -          13.786 (meters)      45.23  (feet)  COMP
 AB0821  MODELED GRAV-     979,030.8   (mgal)                       NAVD 88
 AB0821
 AB0821  VERT ORDER  -  SECOND    CLASS 0
 AB0821
 AB0821.This mark is at Llano Muni (6R9) Airport (6R9)
 AB0821
 AB0821.The horizontal coordinates were scaled from a topographic map and have
 AB0821.an estimated accuracy of +/- 6 seconds.
 AB0821
 AB0821.The orthometric height was determined by differential leveling
 AB0821.and adjusted by the National Geodetic Survey in June 1991..
 AB0821
 AB0821.The geoid height was determined by GEOID03.
 AB0821
 AB0821.The dynamic height is computed by dividing the NAVD 88
 AB0821.geopotential number by the normal gravity value computed on the
 AB0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0821.degrees latitude (g = 980.6199 gals.).
 AB0821
 AB0821.The modeled gravity was interpolated from observed gravity values.
 AB0821
 AB0821;                    North         East    Units  Estimated Accuracy
 AB0821;SPC TX S     - 5,054,970.      379,210.      MT  (+/- 180 meters Scaled)
 AB0821
 AB0821                          SUPERSEDED SURVEY CONTROL
 AB0821
 AB0821  NGVD 29 (??/??/92)   13.918  (m)           45.66   (f) ADJ UNCH    2 0
 AB0821
 AB0821.Superseded values are not recommended for survey control.
 AB0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0821.See file dsdata.txt to determine how the superseded data were derived.
 AB0821
 AB0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP291941(NAD 83)
 AB0821_MARKER: DD = SURVEY DISK
 AB0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0821_SP_SET: CULVERT
 AB0821_STAMPING: D 5 45.46
 AB0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0821
 AB0821  HISTORY     - Date     Condition        Report By
 AB0821  HISTORY     - UNK      MONUMENTED
 AB0821  HISTORY     - 1942     GOOD             NGS
 AB0821  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0821
 AB0821                          STATION DESCRIPTION
 AB0821
 AB0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0821'5.1 MI N FROM RANGERVILLE.
 AB0821'5.1 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0821'RANGERVILLE, CAMERON COUNTY, 90 FEET NORTHEAST ACROSS THE ROAD FROM
 AB0821'REA CO-OP POLE NO. 15 P 21, AT A CONCRETE-BOX CULVERT UNDER THE ROAD,
 AB0821'IN THE CENTER OF THE TOP OF THE EAST HEADWALL, 16 FEET EAST OF THE
 AB0821'CENTERLINE OF THE COUNTY ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AB0821'A CAMERON COUNTY STANDARD DISK, STAMPED D 5 45.46.
 AB0821
 AB0821                          STATION RECOVERY (1987)
 AB0821
 AB0821'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0839 ***********************************************************************
 BZ0839  DESIGNATION -  D 50
 BZ0839  PID         -  BZ0839
 BZ0839  STATE/COUNTY-  TX/BELL
 BZ0839  USGS QUAD   -  BELTON (1993)
 BZ0839
 BZ0839                         *CURRENT SURVEY CONTROL
 BZ0839  ___________________________________________________________________
 BZ0839* NAD 83(1986)-  31 05 11.     (N)    097 29 03.     (W)     SCALED    
 BZ0839* NAVD 88     -       183.728  (meters)     602.78   (feet)  ADJUSTED  
 BZ0839  ___________________________________________________________________
 BZ0839  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BZ0839  DYNAMIC HT  -         183.484 (meters)     601.98  (feet)  COMP
 BZ0839  MODELED GRAV-     979,313.2   (mgal)                       NAVD 88
 BZ0839
 BZ0839  VERT ORDER  -  FIRST     CLASS II
 BZ0839
 BZ0839.The horizontal coordinates were scaled from a topographic map and have
 BZ0839.an estimated accuracy of +/- 6 seconds.
 BZ0839
 BZ0839.The orthometric height was determined by differential leveling
 BZ0839.and adjusted by the National Geodetic Survey in June 1991..
 BZ0839.WARNING-Repeat measurements at this control monument indicate possible
 BZ0839.vertical movement.
 BZ0839
 BZ0839.The geoid height was determined by GEOID03.
 BZ0839
 BZ0839.The dynamic height is computed by dividing the NAVD 88
 BZ0839.geopotential number by the normal gravity value computed on the
 BZ0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0839.degrees latitude (g = 980.6199 gals.).
 BZ0839
 BZ0839.The modeled gravity was interpolated from observed gravity values.
 BZ0839
 BZ0839;                    North         East    Units  Estimated Accuracy
 BZ0839;SPC TX C     - 3,160,860.      971,800.      MT  (+/- 180 meters Scaled)
 BZ0839
 BZ0839                          SUPERSEDED SURVEY CONTROL
 BZ0839
 BZ0839  NGVD 29 (??/??/92)  183.666  (m)          602.58   (f) ADJ UNCH    1 2
 BZ0839
 BZ0839.Superseded values are not recommended for survey control.
 BZ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0839.See file dsdata.txt to determine how the superseded data were derived.
 BZ0839
 BZ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV445401(NAD 83)
 BZ0839_MARKER: DB = BENCH MARK DISK
 BZ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0839_STAMPING: D 50 1953
 BZ0839_MARK LOGO: CGS   
 BZ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0839+STABILITY: SURFACE MOTION
 BZ0839
 BZ0839  HISTORY     - Date     Condition        Report By
 BZ0839  HISTORY     - 1953     MONUMENTED       CGS
 BZ0839  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0839  HISTORY     - 1983     GOOD             NGS
 BZ0839  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0839
 BZ0839                          STATION DESCRIPTION
 BZ0839
 BZ0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0839'1.8 MI W FROM BELTON.
 BZ0839'1.8 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0839'STATION AT BELTON, BELL COUNTY, 59 FEET SOUTH OF THE CENTERLINE OF AN
 BZ0839'OILED ROAD, 36.6 FEET NORTH OF THE NORTH RAIL, AT THE SOUTHEAST CORNER
 BZ0839'OF A PASTURE, 2 FEET SOUTH OF A FENCE, AND 3 FEET WEST OF A WHITE
 BZ0839'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BZ0839'0.9 FOOT ABOVE GROUND.
 BZ0839
 BZ0839                          STATION RECOVERY (1965)
 BZ0839
 BZ0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0839'MARK NOT FOUND.
 BZ0839
 BZ0839                          STATION RECOVERY (1983)
 BZ0839
 BZ0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0839'RECOVERED THIS DATE.  ADD, 0.6 METER (2.0 FT) SOUTH OF A WITNESS POST
 BZ0839'AND FENCE.
 BZ0839
 BZ0839                          STATION RECOVERY (2003)
 BZ0839
 BZ0839'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0733 ***********************************************************************
 BL0733  DESIGNATION -  D 500
 BL0733  PID         -  BL0733
 BL0733  STATE/COUNTY-  TX/POLK
 BL0733  USGS QUAD   -  LEGGETT (1984)
 BL0733
 BL0733                         *CURRENT SURVEY CONTROL
 BL0733  ___________________________________________________________________
 BL0733* NAD 83(1986)-  30 49 13.     (N)    094 48 27.     (W)     SCALED    
 BL0733* NAVD 88     -       109.84   (+/-2cm)     360.4    (feet)  VERTCON   
 BL0733  ___________________________________________________________________
 BL0733  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0733
 BL0733  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0733
 BL0733.The horizontal coordinates were scaled from a topographic map and have
 BL0733.an estimated accuracy of +/- 6 seconds.
 BL0733
 BL0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0733.The vertical order pertains to the NGVD 29 superseded value.
 BL0733
 BL0733.The geoid height was determined by GEOID03.
 BL0733
 BL0733;                    North         East    Units  Estimated Accuracy
 BL0733;SPC TX C     - 3,141,010.    1,228,450.      MT  (+/- 180 meters Scaled)
 BL0733
 BL0733                          SUPERSEDED SURVEY CONTROL
 BL0733
 BL0733  NGVD 29 (??/??/92)  109.845  (m)          360.38   (f) ADJ UNCH    2 0
 BL0733
 BL0733.Superseded values are not recommended for survey control.
 BL0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0733.See file dsdata.txt to determine how the superseded data were derived.
 BL0733
 BL0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ271110(NAD 83)
 BL0733_MARKER: DB = BENCH MARK DISK
 BL0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0733_STAMPING: D 500 1949
 BL0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0733+STABILITY: SURFACE MOTION
 BL0733
 BL0733  HISTORY     - Date     Condition        Report By
 BL0733  HISTORY     - 1949     MONUMENTED       CGS
 BL0733  HISTORY     - 1980     GOOD             USGS
 BL0733  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0733
 BL0733                          STATION DESCRIPTION
 BL0733
 BL0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0733'4.1 MI E FROM LEGGETT.
 BL0733'4.1 MILES EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BL0733'RAILWAY STATION AT LEGGETT, AT AN OLD ABANDONED SAWMILL SITE, 63.0
 BL0733'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 62.0 FEET EAST OF THE
 BL0733'CENTER LINE OF AN OLD ABANDONED RAILROAD BED, 121.0 FEET WEST OF THE
 BL0733'WEST EDGE OF THE WOODS, 3.5 FEET SOUTH OF A 6-INCH TREE WITH A
 BL0733'TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 0.6 MILE WEST OF A
 BL0733'WOODEN BRIDGE OVER A BRANCH OF THE BIG SANDY CREEK, 1.2 FEET EAST OF A
 BL0733'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BL0733'ABOVE THE GROUND.
 BL0733
 BL0733                          STATION RECOVERY (1980)
 BL0733
 BL0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BL0733'1.1 MILES EAST ALONG FARM ROAD 942 FROM THE POST OFFICE AT LEGGETT,
 BL0733'THENCE 3.0 MILES NORTHEAST ALONG A GRAVEL ROAD, AT A OLD ABANDONED
 BL0733'SAWMILL SITE, 63.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 62.0
 BL0733'FEET EAST OF THE CENTERLINE OF AN OLD ABANDONED
 BL0733
 BL0733                          STATION RECOVERY (1990)
 BL0733
 BL0733'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BL0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0638 ***********************************************************************
 BL0638  DESIGNATION -  D 501
 BL0638  PID         -  BL0638
 BL0638  STATE/COUNTY-  TX/POLK
 BL0638  USGS QUAD   -  CORRIGAN (1984)
 BL0638
 BL0638                         *CURRENT SURVEY CONTROL
 BL0638  ___________________________________________________________________
 BL0638* NAD 83(1986)-  30 59 21.     (N)    094 47 40.     (W)     SCALED    
 BL0638* NAVD 88     -        78.93   (+/-2cm)     259.0    (feet)  VERTCON   
 BL0638  ___________________________________________________________________
 BL0638  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0638
 BL0638  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0638
 BL0638.The horizontal coordinates were scaled from a topographic map and have
 BL0638.an estimated accuracy of +/- 6 seconds.
 BL0638
 BL0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0638.The vertical order pertains to the NGVD 29 superseded value.
 BL0638
 BL0638.The geoid height was determined by GEOID03.
 BL0638
 BL0638;                    North         East    Units  Estimated Accuracy
 BL0638;SPC TX C     - 3,159,770.    1,228,770.      MT  (+/- 180 meters Scaled)
 BL0638
 BL0638                          SUPERSEDED SURVEY CONTROL
 BL0638
 BL0638  NGVD 29 (??/??/92)   78.949  (m)          259.02   (f) ADJ UNCH    2 0
 BL0638
 BL0638.Superseded values are not recommended for survey control.
 BL0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0638.See file dsdata.txt to determine how the superseded data were derived.
 BL0638
 BL0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ286297(NAD 83)
 BL0638_MARKER: DB = BENCH MARK DISK
 BL0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0638_STAMPING: D 501 1949
 BL0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0638+STABILITY: SURFACE MOTION
 BL0638
 BL0638  HISTORY     - Date     Condition        Report By
 BL0638  HISTORY     - 1949     MONUMENTED       CGS
 BL0638  HISTORY     - 1964     GOOD             NGS
 BL0638  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0638  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0638  HISTORY     - 20050709 MARK NOT FOUND   USPSQD
 BL0638
 BL0638                          STATION DESCRIPTION
 BL0638
 BL0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BL0638'2.15 MI SE FROM CORRIGAN.
 BL0638'2.0 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE JUNCTION OF
 BL0638'NO. 287 AND U. S. HIGHWAY NO. 59 AT CORRIGAN, AT A PRIVATE ROAD
 BL0638'ENTRANCE, 54.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 19.2 FEET
 BL0638'NORTHWEST OF A 6-INCH PINE TREE LOCATED ABOUT MIDWAY BETWEEN THE
 BL0638'HIGHWAY AND THE NORTH RIGHT-OF-WAY FENCE, 11.0 FEET EAST OF THE CENTER
 BL0638'LINE OF A GATE, 1.1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.4
 BL0638'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0638'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BL0638
 BL0638                          STATION RECOVERY (1990)
 BL0638
 BL0638'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BL0638'MARK NOT FOUND.
 BL0638
 BL0638                          STATION RECOVERY (1997)
 BL0638
 BL0638'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0638'MARK NOT FOUND.
 BL0638
 BL0638                          STATION RECOVERY (2005)
 BL0638
 BL0638'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0694 ***********************************************************************
 BL0694  DESIGNATION -  D 503
 BL0694  PID         -  BL0694
 BL0694  STATE/COUNTY-  TX/POLK
 BL0694  USGS QUAD   -  CAMDEN (1984)
 BL0694
 BL0694                         *CURRENT SURVEY CONTROL
 BL0694  ___________________________________________________________________
 BL0694* NAD 83(1986)-  30 58 13.     (N)    094 38 52.     (W)     SCALED    
 BL0694* NAVD 88     -        87.13   (+/-2cm)     285.9    (feet)  VERTCON   
 BL0694  ___________________________________________________________________
 BL0694  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL0694
 BL0694  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0694
 BL0694.The horizontal coordinates were scaled from a topographic map and have
 BL0694.an estimated accuracy of +/- 6 seconds.
 BL0694
 BL0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0694.The vertical order pertains to the NGVD 29 superseded value.
 BL0694
 BL0694.The geoid height was determined by GEOID03.
 BL0694
 BL0694;                    North         East    Units  Estimated Accuracy
 BL0694;SPC TX C     - 3,158,390.    1,242,860.      MT  (+/- 180 meters Scaled)
 BL0694
 BL0694                          SUPERSEDED SURVEY CONTROL
 BL0694
 BL0694  NGVD 29 (??/??/92)   87.150  (m)          285.92   (f) ADJ UNCH    2 0
 BL0694
 BL0694.Superseded values are not recommended for survey control.
 BL0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0694.See file dsdata.txt to determine how the superseded data were derived.
 BL0694
 BL0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ426274(NAD 83)
 BL0694_MARKER: DB = BENCH MARK DISK
 BL0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0694_STAMPING: D 503 1949
 BL0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0694+STABILITY: SURFACE MOTION
 BL0694
 BL0694  HISTORY     - Date     Condition        Report By
 BL0694  HISTORY     - 1949     MONUMENTED       CGS
 BL0694
 BL0694                          STATION DESCRIPTION
 BL0694
 BL0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0694'2.6 MI NE FROM BARNUM.
 BL0694'2.6 MILES NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT BARNUM,
 BL0694'0.2 MILE NORTHEAST OF A WOODEN BRIDGE, 0.05 MILE SOUTHWEST OF THE POLK
 BL0694'AND TYLER COUNTY LINE, AT THE SUMMIT OF A HILL, 43.0 FEET NORTHWEST OF
 BL0694'THE CENTER LINE OF THE ROAD, 18.0 FEET NORTHEAST OF THE CENTER LINE OF
 BL0694'A WOODS ROAD LEADING NORTHWEST AND THROUGH A GATE, 10.8 FEET WEST OF A
 BL0694'14-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE
 BL0694'TREE, 1.6 FEET SOUTHEAST OF A FENCE, 1.6 FEET SOUTHWEST OF A REFERENCE
 BL0694'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BL0694'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0599 ***********************************************************************
 BY0599  DESIGNATION -  D 504
 BY0599  PID         -  BY0599
 BY0599  STATE/COUNTY-  TX/TYLER
 BY0599  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0599
 BY0599                         *CURRENT SURVEY CONTROL
 BY0599  ___________________________________________________________________
 BY0599* NAD 83(1986)-  31 00 06.     (N)    094 19 54.     (W)     SCALED    
 BY0599* NAVD 88     -        43.31   (+/-2cm)     142.1    (feet)  VERTCON   
 BY0599  ___________________________________________________________________
 BY0599  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BY0599
 BY0599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0599
 BY0599.The horizontal coordinates were scaled from a topographic map and have
 BY0599.an estimated accuracy of +/- 6 seconds.
 BY0599
 BY0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0599.The vertical order pertains to the NGVD 29 superseded value.
 BY0599
 BY0599.The geoid height was determined by GEOID03.
 BY0599
 BY0599;                    North         East    Units  Estimated Accuracy
 BY0599;SPC TX C     - 3,163,450.    1,272,830.      MT  (+/- 180 meters Scaled)
 BY0599
 BY0599                          SUPERSEDED SURVEY CONTROL
 BY0599
 BY0599  NGVD 29 (??/??/92)   43.325  (m)          142.14   (f) ADJ UNCH    2 0
 BY0599
 BY0599.Superseded values are not recommended for survey control.
 BY0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0599.See file dsdata.txt to determine how the superseded data were derived.
 BY0599
 BY0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ728305(NAD 83)
 BY0599_MARKER: DB = BENCH MARK DISK
 BY0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0599_STAMPING: D 504 1949
 BY0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0599+STABILITY: SURFACE MOTION
 BY0599
 BY0599  HISTORY     - Date     Condition        Report By
 BY0599  HISTORY     - 1949     MONUMENTED       CGS
 BY0599
 BY0599                          STATION DESCRIPTION
 BY0599
 BY0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0599'3.8 MI E FROM ROCKLAND.
 BY0599'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BY0599'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BY0599'DIRT ROAD, THENCE 0.8 MILE SOUTHEAST ALONG A DIRT ROAD, 0.2 MILE
 BY0599'SOUTHEAST OF A CEMETERY, 244 FEET SOUTHEAST OF BENCH MARK J 504
 BY0599'(U.S.C. AND G.S. AND S.S.), 157 FEET SOUTH OF THE CENTER LINE OF THE
 BY0599'ROAD, 2 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET NORTH OF A FENCE,
 BY0599'1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0599'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0009 ***********************************************************************
 BL0009  DESIGNATION -  D 505
 BL0009  PID         -  BL0009
 BL0009  STATE/COUNTY-  TX/TYLER
 BL0009  USGS QUAD   -  COLMESNEIL (1984)
 BL0009
 BL0009                         *CURRENT SURVEY CONTROL
 BL0009  ___________________________________________________________________
 BL0009* NAD 83(1986)-  30 55 14.     (N)    094 25 07.     (W)     SCALED    
 BL0009* NAVD 88     -       108.82   (+/-2cm)     357.0    (feet)  VERTCON   
 BL0009  ___________________________________________________________________
 BL0009  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BL0009
 BL0009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0009
 BL0009.The horizontal coordinates were scaled from a topographic map and have
 BL0009.an estimated accuracy of +/- 6 seconds.
 BL0009
 BL0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0009.The vertical order pertains to the NGVD 29 superseded value.
 BL0009
 BL0009.The geoid height was determined by GEOID03.
 BL0009
 BL0009;                    North         East    Units  Estimated Accuracy
 BL0009;SPC TX C     - 3,154,020.    1,265,020.      MT  (+/- 180 meters Scaled)
 BL0009
 BL0009                          SUPERSEDED SURVEY CONTROL
 BL0009
 BL0009  NGVD 29 (??/??/92)  108.821  (m)          357.02   (f) ADJ UNCH    2 0
 BL0009
 BL0009.Superseded values are not recommended for survey control.
 BL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0009.See file dsdata.txt to determine how the superseded data were derived.
 BL0009
 BL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ644216(NAD 83)
 BL0009_MARKER: DB = BENCH MARK DISK
 BL0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0009_STAMPING: D 505 1949
 BL0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0009+STABILITY: SURFACE MOTION
 BL0009
 BL0009  HISTORY     - Date     Condition        Report By
 BL0009  HISTORY     - 1949     MONUMENTED       CGS
 BL0009  HISTORY     - 1952     GOOD             NGS
 BL0009
 BL0009                          STATION DESCRIPTION
 BL0009
 BL0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BL0009'0.9 MI N FROM COLMESNEIL.
 BL0009'0.9 MILE NORTH ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION WITH FARM ROAD
 BL0009'256 AT COLMESNEIL, ON THE WEST SLOPE OF A HILL, 70.2 FEET WEST OF THE
 BL0009'CENTER LINE OF THE HIGHWAY, 13 FEET SOUTH OF THE CENTER LINE OF A
 BL0009'WOODS ROAD LEADING WEST, 3.5 FEET SOUTH OF A 10 INCH TRIANGULAR BLAZED
 BL0009'PINE TREE, 1.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BL0009'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0591 ***********************************************************************
 BL0591  DESIGNATION -  D 506
 BL0591  PID         -  BL0591
 BL0591  STATE/COUNTY-  TX/POLK
 BL0591  USGS QUAD   -  HORTENSE (1984)
 BL0591
 BL0591                         *CURRENT SURVEY CONTROL
 BL0591  ___________________________________________________________________
 BL0591* NAD 83(1986)-  30 45 14.     (N)    094 39 05.     (W)     SCALED    
 BL0591* NAVD 88     -       126.36   (+/-2cm)     414.6    (feet)  VERTCON   
 BL0591  ___________________________________________________________________
 BL0591  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0591
 BL0591  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0591
 BL0591.The horizontal coordinates were scaled from a topographic map and have
 BL0591.an estimated accuracy of +/- 6 seconds.
 BL0591
 BL0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0591.The vertical order pertains to the NGVD 29 superseded value.
 BL0591
 BL0591.The geoid height was determined by GEOID03.
 BL0591
 BL0591;                    North         East    Units  Estimated Accuracy
 BL0591;SPC TX C     - 3,134,410.    1,243,740.      MT  (+/- 180 meters Scaled)
 BL0591
 BL0591                          SUPERSEDED SURVEY CONTROL
 BL0591
 BL0591  NGVD 29 (??/??/92)  126.354  (m)          414.55   (f) ADJ UNCH    2 0
 BL0591
 BL0591.Superseded values are not recommended for survey control.
 BL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0591.See file dsdata.txt to determine how the superseded data were derived.
 BL0591
 BL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ419034(NAD 83)
 BL0591_MARKER: DB = BENCH MARK DISK
 BL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0591_STAMPING: D 506 1949
 BL0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0591+STABILITY: SURFACE MOTION
 BL0591
 BL0591  HISTORY     - Date     Condition        Report By
 BL0591  HISTORY     - 1949     MONUMENTED       CGS
 BL0591
 BL0591                          STATION DESCRIPTION
 BL0591
 BL0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0591'17.65 MI SW FROM CHESTER.
 BL0591'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0591'AT CHESTER, THENCE 8.25 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.9
 BL0591'MILE EAST ALONG A DIRT ROAD, THENCE 3.7 MILES SOUTH ALONG A WOODS
 BL0591'ROAD, THENCE 0.7 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE 1.8 MILES
 BL0591'SOUTH ALONG THE CARTER LUMBER TRAM, THENCE 1.0 MILE SOUTH ALONG A DIRT
 BL0591'ROAD, 1.2 MILES NORTHEAST OF BENCH MARK Q 506, AT A ROAD CROSSING,
 BL0591'ABOUT 0.1 MILE WEST OF THE CARTER LUMBER TRAM RAILROAD, 45.0 FEET
 BL0591'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 35.0 FEET WEST OF THE
 BL0591'CENTER LINE OF THE NORTH-SOUTH ROAD, 8.5 FEET SOUTHWEST OF A 10-INCH
 BL0591'PINE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 1.5
 BL0591'FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0591'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0601 ***********************************************************************
 BL0601  DESIGNATION -  D 507
 BL0601  PID         -  BL0601
 BL0601  STATE/COUNTY-  TX/POLK
 BL0601  USGS QUAD   -  HORTENSE (1984)
 BL0601
 BL0601                         *CURRENT SURVEY CONTROL
 BL0601  ___________________________________________________________________
 BL0601* NAD 83(1986)-  30 50 52.     (N)    094 39 06.     (W)     SCALED    
 BL0601* NAVD 88     -       135.33   (+/-2cm)     444.0    (feet)  VERTCON   
 BL0601  ___________________________________________________________________
 BL0601  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL0601
 BL0601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0601
 BL0601.The horizontal coordinates were scaled from a topographic map and have
 BL0601.an estimated accuracy of +/- 6 seconds.
 BL0601
 BL0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0601.The vertical order pertains to the NGVD 29 superseded value.
 BL0601
 BL0601.The geoid height was determined by GEOID03.
 BL0601
 BL0601;                    North         East    Units  Estimated Accuracy
 BL0601;SPC TX C     - 3,144,810.    1,243,190.      MT  (+/- 180 meters Scaled)
 BL0601
 BL0601                          SUPERSEDED SURVEY CONTROL
 BL0601
 BL0601  NGVD 29 (??/??/92)  135.327  (m)          443.99   (f) ADJ UNCH    2 0
 BL0601
 BL0601.Superseded values are not recommended for survey control.
 BL0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0601.See file dsdata.txt to determine how the superseded data were derived.
 BL0601
 BL0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ420139(NAD 83)
 BL0601_MARKER: DB = BENCH MARK DISK
 BL0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0601_STAMPING: D 507 1949
 BL0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0601+STABILITY: SURFACE MOTION
 BL0601
 BL0601  HISTORY     - Date     Condition        Report By
 BL0601  HISTORY     - 1949     MONUMENTED       CGS
 BL0601
 BL0601                          STATION DESCRIPTION
 BL0601
 BL0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0601'10.45 MI SW FROM CHESTER.
 BL0601'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0601'AT CHESTER, THENCE 8.25 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.9
 BL0601'MILE EAST ALONG A DIRT ROAD, 0.9 MILE EAST OF BENCH MARK C 507 1949,
 BL0601'AT THE CROSSING OF THE ROAD AND THE CARTER LUMBER TRAM, 99.5 FEET EAST
 BL0601'OF THE EAST RAIL OF THE TRACK, 31.0 FEET SOUTH OF THE CENTER LINE OF
 BL0601'THE ROAD, 6.4 FEET SOUTH OF A 14-INCH PINE WITH A TRIANGULAR BLAZE ON
 BL0601'THE NORTH SIDE OF THE TREE, 1.2 FEET NORTHEAST OF A REFERENCE POST,
 BL0601'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BL0601'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0438 ***********************************************************************
 BY0438  DESIGNATION -  D 508
 BY0438  PID         -  BY0438
 BY0438  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0438  USGS QUAD   -  HARVEY CREEK (1984)
 BY0438
 BY0438                         *CURRENT SURVEY CONTROL
 BY0438  ___________________________________________________________________
 BY0438* NAD 83(1986)-  31 20 39.     (N)    094 09 13.     (W)     SCALED    
 BY0438* NAVD 88     -        66.10   (+/-2cm)     216.9    (feet)  VERTCON   
 BY0438  ___________________________________________________________________
 BY0438  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0438
 BY0438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0438
 BY0438.The horizontal coordinates were scaled from a topographic map and have
 BY0438.an estimated accuracy of +/- 6 seconds.
 BY0438
 BY0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0438.The vertical order pertains to the NGVD 29 superseded value.
 BY0438
 BY0438.The geoid height was determined by GEOID03.
 BY0438
 BY0438;                    North         East    Units  Estimated Accuracy
 BY0438;SPC TX C     - 3,202,290.    1,287,700.      MT  (+/- 180 meters Scaled)
 BY0438
 BY0438                          SUPERSEDED SURVEY CONTROL
 BY0438
 BY0438  NGVD 29 (??/??/92)   66.122  (m)          216.94   (f) ADJ UNCH    2 0
 BY0438
 BY0438.Superseded values are not recommended for survey control.
 BY0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0438.See file dsdata.txt to determine how the superseded data were derived.
 BY0438
 BY0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ902683(NAD 83)
 BY0438_MARKER: DB = BENCH MARK DISK
 BY0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0438_STAMPING: D 508 1949
 BY0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0438+STABILITY: SURFACE MOTION
 BY0438
 BY0438  HISTORY     - Date     Condition        Report By
 BY0438  HISTORY     - 1949     MONUMENTED       CGS
 BY0438  HISTORY     - 1952     GOOD             NGS
 BY0438
 BY0438                          STATION DESCRIPTION
 BY0438
 BY0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0438'13.85 MI SW FROM SAN AUGUSTINE.
 BY0438'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0438'SAN AUGUSTINE, THENCE 5.2 MILES SOUTH ALONG FARM ROAD 705, AT THE FARM
 BY0438'HOME OF W.M. WADE, 73 FEET EAST OF THE CENTER LINE OF THE FARM ROAD,
 BY0438'71 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, 1 FOOT
 BY0438'WEST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BY0438'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0466 ***********************************************************************
 BY0466  DESIGNATION -  D 509 RESET 1968
 BY0466  PID         -  BY0466
 BY0466  STATE/COUNTY-  TX/NACOGDOCHES
 BY0466  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0466
 BY0466                         *CURRENT SURVEY CONTROL
 BY0466  ___________________________________________________________________
 BY0466* NAD 83(1986)-  31 21 50.     (N)    094 25 09.     (W)     SCALED    
 BY0466* NAVD 88     -        83.74   (+/-2cm)     274.7    (feet)  VERTCON   
 BY0466  ___________________________________________________________________
 BY0466  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BY0466
 BY0466  VERT ORDER  -  THIRD (See Below)
 BY0466
 BY0466.The horizontal coordinates were scaled from a topographic map and have
 BY0466.an estimated accuracy of +/- 6 seconds.
 BY0466
 BY0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0466.The vertical order pertains to the NGVD 29 superseded value.
 BY0466
 BY0466.The geoid height was determined by GEOID03.
 BY0466
 BY0466;                    North         East    Units  Estimated Accuracy
 BY0466;SPC TX C     - 3,203,100.    1,262,350.      MT  (+/- 180 meters Scaled)
 BY0466
 BY0466                          SUPERSEDED SURVEY CONTROL
 BY0466
 BY0466  NGVD 29 (01/29/03)   83.78   (m)          274.9    (f) RESET       3  
 BY0466
 BY0466.Superseded values are not recommended for survey control.
 BY0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0466.See file dsdata.txt to determine how the superseded data were derived.
 BY0466
 BY0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ650708(NAD 83)
 BY0466_MARKER: DB = BENCH MARK DISK
 BY0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0466_STAMPING: D 509 RESET 1968
 BY0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0466+STABILITY: SURFACE MOTION
 BY0466
 BY0466  HISTORY     - Date     Condition        Report By
 BY0466  HISTORY     - 1968     MONUMENTED       CGS
 BY0466  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0466
 BY0466                          STATION DESCRIPTION
 BY0466
 BY0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BY0466'2.0 MI SE FROM ETOILE.
 BY0466'ABOUT 0.85 MILE SOUTH ALONG F.M. HIGHWAY 226 FROM THE POST OFFICE IN
 BY0466'ETOILE TO STATE HIGHWAY 103, THENCE 1.15 MILES SOUTHEAST ALONG F.M.
 BY0466'HIGHWAY 226 TO SITE OF BENCH MARK, IN WEST ANGLE OF A CROSSROAD, 51
 BY0466'FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD, 157
 BY0466'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 1
 BY0466'FOOT SOUTHWEST OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY
 BY0466'DEPARTMENT STATION 59 + 43.  A C AND GS DISK SET IN A ROUND CONCRETE
 BY0466'POST ABOUT 12 INCHES IN DIAMETER AND PROJECTS 8 INCHES ABOVE THE
 BY0466'SURFACE OF THE GROUND.
 BY0466
 BY0466                          STATION RECOVERY (1998)
 BY0466
 BY0466'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0054 ***********************************************************************
 AN0054  DESIGNATION -  D 51
 AN0054  PID         -  AN0054
 AN0054  STATE/COUNTY-  TX/MATAGORDA
 AN0054  USGS QUAD   -  MARKHAM (1995)
 AN0054
 AN0054                         *CURRENT SURVEY CONTROL
 AN0054  ___________________________________________________________________
 AN0054* NAD 83(1986)-  28 53 31.     (N)    096 05 40.     (W)     SCALED    
 AN0054* NAVD 88     -        11.12   (+/-2cm)      36.5    (feet)  VERTCON   
 AN0054  ___________________________________________________________________
 AN0054  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN0054
 AN0054  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0054
 AN0054.The horizontal coordinates were scaled from a topographic map and have
 AN0054.an estimated accuracy of +/- 6 seconds.
 AN0054
 AN0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0054.The vertical order pertains to the NGVD 29 superseded value.
 AN0054
 AN0054.The geoid height was determined by GEOID03.
 AN0054
 AN0054;                    North         East    Units  Estimated Accuracy
 AN0054;SPC TXSC     - 4,120,840.      883,350.      MT  (+/- 180 meters Scaled)
 AN0054
 AN0054                          SUPERSEDED SURVEY CONTROL
 AN0054
 AN0054  NGVD 29 (??/??/92)   11.16   (m)           36.6    (f) COMPUTED    1 2
 AN0054
 AN0054.Superseded values are not recommended for survey control.
 AN0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0054.See file dsdata.txt to determine how the superseded data were derived.
 AN0054
 AN0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS833994(NAD 83)
 AN0054_MARKER: DB = BENCH MARK DISK
 AN0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0054_STAMPING: D 51 1918 ELEV. 36.59 FT.
 AN0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0054+STABILITY: SURFACE MOTION
 AN0054
 AN0054  HISTORY     - Date     Condition        Report By
 AN0054  HISTORY     - 1918     MONUMENTED       CGS
 AN0054  HISTORY     - 1942     GOOD             NGS
 AN0054
 AN0054                          STATION DESCRIPTION
 AN0054
 AN0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN0054'2.8 MI E FROM ELMATON.
 AN0054'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO (MISSOURI PACIFIC)
 AN0054'RAILROAD STATION AT ELMATON-- PROCEED 2.8 MILES EASTERLY ALONG THE
 AN0054'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE EAST OF
 AN0054'MILEPOST 272, ABOUT 45.0 FEET WEST OF THE THIRD POLE EAST OF MILEPOST
 AN0054'272-10, AND ABOUT 144.0 FEET WEST OF THE CENTER OF A PRIVATE ROAD
 AN0054'CROSSING.  IT IS 37.4 FEET NORTH OF AND ABOUT 4.0 FEET BELOW THE NORTH
 AN0054'RAIL OF TRACK, 10.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND 3.4 FEET
 AN0054'EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.8 FOOT AND
 AN0054'IS AT THE NORTH EDGE OF THE RIGHT-OF-WAY DITCH, ABOUT 6.0 FEET WEST OF
 AN0054'THE WEST SIDE OF A HEDGE.  A DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0055 ***********************************************************************
 AN0055  DESIGNATION -  D 51 RESET 1951
 AN0055  PID         -  AN0055
 AN0055  STATE/COUNTY-  TX/MATAGORDA
 AN0055  USGS QUAD   -  MARKHAM (1995)
 AN0055
 AN0055                         *CURRENT SURVEY CONTROL
 AN0055  ___________________________________________________________________
 AN0055* NAD 83(1986)-  28 53 31.     (N)    096 05 38.     (W)     SCALED    
 AN0055* NAVD 88     -        11.23   (+/-2cm)      36.8    (feet)  VERTCON   
 AN0055  ___________________________________________________________________
 AN0055  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN0055
 AN0055  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0055
 AN0055.The horizontal coordinates were scaled from a topographic map and have
 AN0055.an estimated accuracy of +/- 6 seconds.
 AN0055
 AN0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0055.The vertical order pertains to the NGVD 29 superseded value.
 AN0055
 AN0055.The geoid height was determined by GEOID03.
 AN0055
 AN0055;                    North         East    Units  Estimated Accuracy
 AN0055;SPC TXSC     - 4,120,850.      883,400.      MT  (+/- 180 meters Scaled)
 AN0055
 AN0055                          SUPERSEDED SURVEY CONTROL
 AN0055
 AN0055  NGVD 29 (??/??/92)   11.269  (m)           36.97   (f) ADJ UNCH    1 1
 AN0055
 AN0055.Superseded values are not recommended for survey control.
 AN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0055.See file dsdata.txt to determine how the superseded data were derived.
 AN0055
 AN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS834994(NAD 83)
 AN0055_MARKER: DB = BENCH MARK DISK
 AN0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0055_STAMPING: D 51 1918 ELEV. 36.59 FT. RESET 1951
 AN0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0055+STABILITY: SURFACE MOTION
 AN0055
 AN0055  HISTORY     - Date     Condition        Report By
 AN0055  HISTORY     - 1951     MONUMENTED       CGS
 AN0055  HISTORY     - 1972     GOOD             NGS
 AN0055  HISTORY     - 1978     GOOD             NGS
 AN0055
 AN0055                          STATION DESCRIPTION
 AN0055
 AN0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0055'7.5 MI E FROM BLESSING.
 AN0055'7.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0055'OF THE SOUTHERN PACIFIC RAILROAD AT BLESSING, AT THE CROSSING OF A
 AN0055'PRIVATE ROAD, 0.4 MILE WEST OF TRESTLE 272.9, 87 FEET NORTHWEST OF
 AN0055'SEMAPHORE 272.5, 46.0 FEET NORTH OF THE NORTH RAIL, 94.4 FEET EAST OF
 AN0055'A TELEPHONE POLE, 1.0 FOOT SOUTH OF A FENCE, 1.0 FOOT EAST OF A
 AN0055'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 AN0055'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 AN0055
 AN0055                          STATION RECOVERY (1978)
 AN0055
 AN0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0424 ***********************************************************************
 AY0424  DESIGNATION -  D 510
 AY0424  PID         -  AY0424
 AY0424  STATE/COUNTY-  TX/BEXAR
 AY0424  USGS QUAD   -  SOUTHTON (1992)
 AY0424
 AY0424                         *CURRENT SURVEY CONTROL
 AY0424  ___________________________________________________________________
 AY0424* NAD 83(1986)-  29 19 06.     (N)    098 25 58.     (W)     SCALED    
 AY0424* NAVD 88     -       167.165  (meters)     548.44   (feet)  ADJUSTED  
 AY0424  ___________________________________________________________________
 AY0424  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AY0424  DYNAMIC HT  -         166.922 (meters)     547.64  (feet)  COMP
 AY0424  MODELED GRAV-     979,190.7   (mgal)                       NAVD 88
 AY0424
 AY0424  VERT ORDER  -  FIRST     CLASS II
 AY0424
 AY0424.The horizontal coordinates were scaled from a topographic map and have
 AY0424.an estimated accuracy of +/- 6 seconds.
 AY0424
 AY0424.The orthometric height was determined by differential leveling
 AY0424.and adjusted by the National Geodetic Survey in June 1991..
 AY0424
 AY0424.The geoid height was determined by GEOID03.
 AY0424
 AY0424.The dynamic height is computed by dividing the NAVD 88
 AY0424.geopotential number by the normal gravity value computed on the
 AY0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0424.degrees latitude (g = 980.6199 gals.).
 AY0424
 AY0424.The modeled gravity was interpolated from observed gravity values.
 AY0424
 AY0424;                    North         East    Units  Estimated Accuracy
 AY0424;SPC TXSC     - 4,164,710.      655,090.      MT  (+/- 180 meters Scaled)
 AY0424
 AY0424                          SUPERSEDED SURVEY CONTROL
 AY0424
 AY0424  NGVD 29 (??/??/92)  167.073  (m)          548.14   (f) ADJ UNCH    1 2
 AY0424
 AY0424.Superseded values are not recommended for survey control.
 AY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0424.See file dsdata.txt to determine how the superseded data were derived.
 AY0424
 AY0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT550433(NAD 83)
 AY0424_MARKER: DB = BENCH MARK DISK
 AY0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0424_STAMPING: D 510 1953
 AY0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0424+STABILITY: SURFACE MOTION
 AY0424
 AY0424  HISTORY     - Date     Condition        Report By
 AY0424  HISTORY     - 1953     MONUMENTED       CGS
 AY0424  HISTORY     - 1980     GOOD             NGS
 AY0424  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY0424
 AY0424                          STATION DESCRIPTION
 AY0424
 AY0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0424'IN SAN ANTONIO.
 AY0424'AT SAN ANTONIO, 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 181 FROM ITS
 AY0424'JUNCTION WITH LOOP 13, THENCE 0.5 MILE SOUTH ALONG SOUTHTON ROAD, ON
 AY0424'THE EXTENDED CENTER LINE OF A ROAD LEADING WEST, 28 FEET EAST OF THE
 AY0424'CENTER LINE OF SOUTHTON ROAD, 3 FEET SOUTH OF A FENCE LEADING EAST, 26
 AY0424'FEET NORTH OF A POWER POLE, 2 FEET WEST OF A NORTH AND SOUTH FENCE,
 AY0424'2.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY0424'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0424
 AY0424                          STATION RECOVERY (1980)
 AY0424
 AY0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0424'RECOVERED IN GOOD CONDITION.
 AY0424
 AY0424                          STATION RECOVERY (1995)
 AY0424
 AY0424'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0105 ***********************************************************************
 FM0105  DESIGNATION -  D 511
 FM0105  PID         -  FM0105
 FM0105  STATE/COUNTY-  TX/MOORE
 FM0105  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0105
 FM0105                         *CURRENT SURVEY CONTROL
 FM0105  ___________________________________________________________________
 FM0105* NAD 83(1986)-  35 58 04.     (N)    102 05 14.     (W)     SCALED    
 FM0105* NAVD 88     -      1138.780  (meters)    3736.15   (feet)  ADJUSTED  
 FM0105  ___________________________________________________________________
 FM0105  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 FM0105  DYNAMIC HT  -        1137.466 (meters)    3731.84  (feet)  COMP
 FM0105  MODELED GRAV-     979,440.1   (mgal)                       NAVD 88
 FM0105
 FM0105  VERT ORDER  -  SECOND    CLASS 0
 FM0105
 FM0105.The horizontal coordinates were scaled from a topographic map and have
 FM0105.an estimated accuracy of +/- 6 seconds.
 FM0105
 FM0105.The orthometric height was determined by differential leveling
 FM0105.and adjusted by the National Geodetic Survey in June 1991..
 FM0105
 FM0105.The geoid height was determined by GEOID03.
 FM0105
 FM0105.The dynamic height is computed by dividing the NAVD 88
 FM0105.geopotential number by the normal gravity value computed on the
 FM0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0105.degrees latitude (g = 980.6199 gals.).
 FM0105
 FM0105.The modeled gravity was interpolated from observed gravity values.
 FM0105
 FM0105;                    North         East    Units  Estimated Accuracy
 FM0105;SPC TX N     - 1,218,460.      147,040.      MT  (+/- 180 meters Scaled)
 FM0105
 FM0105                          SUPERSEDED SURVEY CONTROL
 FM0105
 FM0105  NGVD 29 (??/??/92) 1138.221  (m)         3734.31   (f) ADJ UNCH    2 0
 FM0105
 FM0105.Superseded values are not recommended for survey control.
 FM0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0105.See file dsdata.txt to determine how the superseded data were derived.
 FM0105
 FM0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV626842(NAD 83)
 FM0105_MARKER: DB = BENCH MARK DISK
 FM0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0105_STAMPING: D 511 1935
 FM0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0105+STABILITY: SURFACE MOTION
 FM0105
 FM0105  HISTORY     - Date     Condition        Report By
 FM0105  HISTORY     - 1935     MONUMENTED       CGS
 FM0105  HISTORY     - 1943     GOOD             NGS
 FM0105  HISTORY     - 1965     MARK NOT FOUND   USGS
 FM0105
 FM0105                          STATION DESCRIPTION
 FM0105
 FM0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FM0105'13.2 MI NW FROM DUMAS.
 FM0105'5.5 MILES NORTH ALONG U.S. HIGHWAY NUMBER 287, THENCE, 0.7 MILE WEST,
 FM0105'THENCE, 1.0 MILE NORTH, THENCE, 2.0 MILES WEST, THENCE, 1.0 MILE
 FM0105'NORTH, THENCE, 3.0 MILES WEST ALONG GRADED ROADS FROM THE COURTHOUSE
 FM0105'AT DUMAS.  SET AT A SECTION FENCE LINE RUNNING NORTH, ABOUT 0.4 MILE
 FM0105'NORTH OF A RANCH-HOUSE.  31.5 FEET NORTH OF THE CENTER-LINE OF THE
 FM0105'ROAD, 3.6 FEET NORTHWEST OF CORNER FENCE POST, 2.5 FEET NORTH OF
 FM0105'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF REFERENCE POST AND FLUSH WITH
 FM0105'THE GROUND.
 FM0105
 FM0105                          STATION RECOVERY (1965)
 FM0105
 FM0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FM0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0140 ***********************************************************************
 GL0140  DESIGNATION -  D 513
 GL0140  PID         -  GL0140
 GL0140  STATE/COUNTY-  TX/HARTLEY
 GL0140  USGS QUAD   -  EXUM (1965)
 GL0140
 GL0140                         *CURRENT SURVEY CONTROL
 GL0140  ___________________________________________________________________
 GL0140* NAD 83(1986)-  36 01 34.     (N)    102 14 54.     (W)     SCALED    
 GL0140* NAVD 88     -      1171.809  (meters)    3844.51   (feet)  ADJUSTED  
 GL0140  ___________________________________________________________________
 GL0140  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 GL0140  DYNAMIC HT  -        1170.457 (meters)    3840.07  (feet)  COMP
 GL0140  MODELED GRAV-     979,438.6   (mgal)                       NAVD 88
 GL0140
 GL0140  VERT ORDER  -  SECOND    CLASS 0
 GL0140
 GL0140.The horizontal coordinates were scaled from a topographic map and have
 GL0140.an estimated accuracy of +/- 6 seconds.
 GL0140
 GL0140.The orthometric height was determined by differential leveling
 GL0140.and adjusted by the National Geodetic Survey in June 1991..
 GL0140
 GL0140.The geoid height was determined by GEOID03.
 GL0140
 GL0140.The dynamic height is computed by dividing the NAVD 88
 GL0140.geopotential number by the normal gravity value computed on the
 GL0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0140.degrees latitude (g = 980.6199 gals.).
 GL0140
 GL0140.The modeled gravity was interpolated from observed gravity values.
 GL0140
 GL0140;                    North         East    Units  Estimated Accuracy
 GL0140;SPC TX N     - 1,225,030.      132,550.      MT  (+/- 180 meters Scaled)
 GL0140
 GL0140                          SUPERSEDED SURVEY CONTROL
 GL0140
 GL0140  NGVD 29 (??/??/92) 1171.25   (m)         3842.7    (f) COMPUTED    2 0
 GL0140
 GL0140.Superseded values are not recommended for survey control.
 GL0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0140.See file dsdata.txt to determine how the superseded data were derived.
 GL0140
 GL0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV479903(NAD 83)
 GL0140_MARKER: DB = BENCH MARK DISK
 GL0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0140_STAMPING: D 513 1935
 GL0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0140+STABILITY: SURFACE MOTION
 GL0140
 GL0140  HISTORY     - Date     Condition        Report By
 GL0140  HISTORY     - 1935     MONUMENTED       CGS
 GL0140  HISTORY     - 1952     GOOD             NGS
 GL0140  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0140
 GL0140                          STATION DESCRIPTION
 GL0140
 GL0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0140'15.3 MI S FROM CONLEN.
 GL0140'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0140'HIGHWAY 54 AT CONLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GL0140'THENCE, 0.6 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES SOUTH
 GL0140'ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE EAST ALONG A GRADED DIRT
 GL0140'ROAD, THENCE 2.0 MILES SOUTH ALONG A NORTH AND SOUTH FENCE, THENCE 1.0
 GL0140'MILE SOUTH ALONG A PRIVATE ROAD, AT A CROSSING OF THE CHICAGO, ROCK
 GL0140'ISLAND AND PACIFIC RAILROAD, 91 FEET WEST OF THE CENTER LINE OF THE
 GL0140'PRIVATE ROAD, 38 FEET SOUTH OF THE SOUTH RAIL, 9.5 FEET NORTH OF A
 GL0140'FENCE, 3.4 FEET EAST OF THE FIRST TELEGRAPH POLE SOUTH OF THE ROAD
 GL0140'CROSSING, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0140'POST WHICH IS 0.6 FOOT BELOW THE TOP OF THE GROUND. NOTE-- THE
 GL0140'TELEPHONE POLES ARE GONE.  MARK MAY BE COVERED BY DRIFTING SANDS.
 GL0140
 GL0140                          STATION RECOVERY (1965)
 GL0140
 GL0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0369 ***********************************************************************
 GK0369  DESIGNATION -  D 515
 GK0369  PID         -  GK0369
 GK0369  STATE/COUNTY-  TX/OCHILTREE
 GK0369  USGS QUAD   -  SPEARMAN NE (1973)
 GK0369
 GK0369                         *CURRENT SURVEY CONTROL
 GK0369  ___________________________________________________________________
 GK0369* NAD 83(1986)-  36 11 59.     (N)    101 03 42.     (W)     SCALED    
 GK0369* NAVD 88     -       936.638  (meters)    3072.95   (feet)  ADJUSTED  
 GK0369  ___________________________________________________________________
 GK0369  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GK0369  DYNAMIC HT  -         935.633 (meters)    3069.66  (feet)  COMP
 GK0369  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 GK0369
 GK0369  VERT ORDER  -  SECOND    CLASS 0
 GK0369
 GK0369.The horizontal coordinates were scaled from a topographic map and have
 GK0369.an estimated accuracy of +/- 6 seconds.
 GK0369
 GK0369.The orthometric height was determined by differential leveling
 GK0369.and adjusted by the National Geodetic Survey in June 1991..
 GK0369
 GK0369.The geoid height was determined by GEOID03.
 GK0369
 GK0369.The dynamic height is computed by dividing the NAVD 88
 GK0369.geopotential number by the normal gravity value computed on the
 GK0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0369.degrees latitude (g = 980.6199 gals.).
 GK0369
 GK0369.The modeled gravity was interpolated from observed gravity values.
 GK0369
 GK0369;                    North         East    Units  Estimated Accuracy
 GK0369;SPC TX N     - 1,244,130.      239,420.      MT  (+/- 180 meters Scaled)
 GK0369
 GK0369                          SUPERSEDED SURVEY CONTROL
 GK0369
 GK0369  NGVD 29 (??/??/92)  936.218  (m)         3071.58   (f) ADJ UNCH    2 0
 GK0369
 GK0369.Superseded values are not recommended for survey control.
 GK0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0369.See file dsdata.txt to determine how the superseded data were derived.
 GK0369
 GK0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF146080(NAD 83)
 GK0369_MARKER: DB = BENCH MARK DISK
 GK0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0369_STAMPING: D 515 1935
 GK0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0369+STABILITY: SURFACE MOTION
 GK0369
 GK0369  HISTORY     - Date     Condition        Report By
 GK0369  HISTORY     - 1935     MONUMENTED       CGS
 GK0369  HISTORY     - 1943     GOOD             NGS
 GK0369  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0369
 GK0369                          STATION DESCRIPTION
 GK0369
 GK0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0369'7.2 MI E FROM SPEARMAN.
 GK0369'IN OCHILTREE COUNTY, 7.2 MILES EAST ALONG A GRADED HIGHWAY FROM THE
 GK0369'COURTHOUSE AT SPEARMAN, HANSFORD COUNTY, 0.2 MILE WEST OF THE
 GK0369'INTERSECTION OF A NORTH-AND-SOUTH DIRT ROAD, 53 FEET NORTH OF THE
 GK0369'CENTERLINE OF THE HIGHWAY, 2.4 FEET NORTHEAST OF A CORNER FENCEPOST,
 GK0369'AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCELILNE.  A STANDARD DISK,
 GK0369'STAMPED D 515 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GK0369'ABOUT 2 INCHES ABOVE GROUND.
 GK0369
 GK0369                          STATION RECOVERY (1972)
 GK0369
 GK0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0216 ***********************************************************************
 GL0216  DESIGNATION -  D 517
 GL0216  PID         -  GL0216
 GL0216  STATE/COUNTY-  TX/SHERMAN
 GL0216  USGS QUAD   -  STRATFORD (1964)
 GL0216
 GL0216                         *CURRENT SURVEY CONTROL
 GL0216  ___________________________________________________________________
 GL0216* NAD 83(1986)-  36 15 47.     (N)    102 02 45.     (W)     SCALED    
 GL0216* NAVD 88     -      1111.557  (meters)    3646.83   (feet)  ADJUSTED  
 GL0216  ___________________________________________________________________
 GL0216  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 GL0216  DYNAMIC HT  -        1110.324 (meters)    3642.79  (feet)  COMP
 GL0216  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 GL0216
 GL0216  VERT ORDER  -  SECOND    CLASS 0
 GL0216
 GL0216.The horizontal coordinates were scaled from a topographic map and have
 GL0216.an estimated accuracy of +/- 6 seconds.
 GL0216
 GL0216.The orthometric height was determined by differential leveling
 GL0216.and adjusted by the National Geodetic Survey in June 1991..
 GL0216
 GL0216.The geoid height was determined by GEOID03.
 GL0216
 GL0216.The dynamic height is computed by dividing the NAVD 88
 GL0216.geopotential number by the normal gravity value computed on the
 GL0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0216.degrees latitude (g = 980.6199 gals.).
 GL0216
 GL0216.The modeled gravity was interpolated from observed gravity values.
 GL0216
 GL0216;                    North         East    Units  Estimated Accuracy
 GL0216;SPC TX N     - 1,251,200.      150,950.      MT  (+/- 180 meters Scaled)
 GL0216
 GL0216                          SUPERSEDED SURVEY CONTROL
 GL0216
 GL0216.No superseded survey control is available for this station.
 GL0216
 GL0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA654171(NAD 83)
 GL0216_MARKER: DB = BENCH MARK DISK
 GL0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0216_STAMPING: D 517 1935
 GL0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0216+STABILITY: SURFACE MOTION
 GL0216
 GL0216  HISTORY     - Date     Condition        Report By
 GL0216  HISTORY     - 1935     MONUMENTED       CGS
 GL0216  HISTORY     - 1952     GOOD             NGS
 GL0216
 GL0216                          STATION DESCRIPTION
 GL0216
 GL0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0216'5.6 MI S FROM STRATFORD.
 GL0216'5.6 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 GL0216'STATION AT STRATFORD, 7 POLES SOUTH OF THE STATION SIGN AT SATREN, 0.5
 GL0216'MILE SOUTH F A ROAD CROSSING, 96 FEET EAST OF THE EAST RAIL, 52 FEET
 GL0216'WEST OF THE CENTER LINE OF U.S. HIGHWAY 287, 2 FEET SOUTH OF A WITNESS
 GL0216'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 GL0216'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0749 ***********************************************************************
 FL0749  DESIGNATION -  D 519
 FL0749  PID         -  FL0749
 FL0749  STATE/COUNTY-  TX/HUTCHINSON
 FL0749  USGS QUAD   -  PRINGLE (1978)
 FL0749
 FL0749                         *CURRENT SURVEY CONTROL
 FL0749  ___________________________________________________________________
 FL0749* NAD 83(1986)-  35 58 18.     (N)    101 22 50.     (W)     SCALED    
 FL0749* NAVD 88     -      1001.423  (meters)    3285.50   (feet)  ADJUSTED  
 FL0749  ___________________________________________________________________
 FL0749  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FL0749  DYNAMIC HT  -        1000.307 (meters)    3281.84  (feet)  COMP
 FL0749  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 FL0749
 FL0749  VERT ORDER  -  SECOND    CLASS 0
 FL0749
 FL0749.The horizontal coordinates were scaled from a topographic map and have
 FL0749.an estimated accuracy of +/- 6 seconds.
 FL0749
 FL0749.The orthometric height was determined by differential leveling
 FL0749.and adjusted by the National Geodetic Survey in June 1991..
 FL0749
 FL0749.The geoid height was determined by GEOID03.
 FL0749
 FL0749.The dynamic height is computed by dividing the NAVD 88
 FL0749.geopotential number by the normal gravity value computed on the
 FL0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0749.degrees latitude (g = 980.6199 gals.).
 FL0749
 FL0749.The modeled gravity was interpolated from observed gravity values.
 FL0749
 FL0749;                    North         East    Units  Estimated Accuracy
 FL0749;SPC TX N     - 1,218,740.      210,770.      MT  (+/- 180 meters Scaled)
 FL0749
 FL0749                          SUPERSEDED SURVEY CONTROL
 FL0749
 FL0749  NGVD 29 (??/??/92) 1000.955  (m)         3283.97   (f) ADJ UNCH    2 0
 FL0749
 FL0749.Superseded values are not recommended for survey control.
 FL0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0749.See file dsdata.txt to determine how the superseded data were derived.
 FL0749
 FL0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE853834(NAD 83)
 FL0749_MARKER: DB = BENCH MARK DISK
 FL0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0749_STAMPING: D 519 1935
 FL0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0749+STABILITY: SURFACE MOTION
 FL0749
 FL0749  HISTORY     - Date     Condition        Report By
 FL0749  HISTORY     - 1935     MONUMENTED       CGS
 FL0749
 FL0749                          STATION DESCRIPTION
 FL0749
 FL0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0749'11.1 MI NE FROM STINNETT.
 FL0749'11.1 MILES NORTHEAST ALONG STATE HIGHWAY 117 FROM THE COUNTY
 FL0749'COURTHOUSE AT STINNETT, 6.9 MILES SOUTHWEST OF THE HUTCHISON-HANSFORD
 FL0749'COUNTY LINE, 0.4 MILE EAST OF THE LUKE KARR STORE, AND 48.7 FEET NORTH
 FL0749'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 519 1935
 FL0749'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1203 ***********************************************************************
 AW1203  DESIGNATION -  D 52
 AW1203  PID         -  AW1203
 AW1203  STATE/COUNTY-  TX/BRAZORIA
 AW1203  USGS QUAD   -  SWEENY (1972)
 AW1203
 AW1203                         *CURRENT SURVEY CONTROL
 AW1203  ___________________________________________________________________
 AW1203* NAD 83(1986)-  29 02 01.     (N)    095 44 41.     (W)     SCALED    
 AW1203* NAVD 88     -         9.56   (+/-2cm)      31.4    (feet)  VERTCON   
 AW1203  ___________________________________________________________________
 AW1203  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW1203
 AW1203  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1203
 AW1203.The horizontal coordinates were scaled from a topographic map and have
 AW1203.an estimated accuracy of +/- 6 seconds.
 AW1203
 AW1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1203.The vertical order pertains to the NGVD 29 superseded value.
 AW1203
 AW1203.The geoid height was determined by GEOID03.
 AW1203
 AW1203;                    North         East    Units  Estimated Accuracy
 AW1203;SPC TXSC     - 4,137,440.      917,010.      MT  (+/- 180 meters Scaled)
 AW1203
 AW1203                          SUPERSEDED SURVEY CONTROL
 AW1203
 AW1203  NGVD 29 (??/??/92)    9.582  (m)           31.44   (f) ADJ UNCH    1 1
 AW1203
 AW1203.Superseded values are not recommended for survey control.
 AW1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1203.See file dsdata.txt to determine how the superseded data were derived.
 AW1203
 AW1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN326148(NAD 83)
 AW1203_MARKER: DB = BENCH MARK DISK
 AW1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1203_STAMPING: D 52 1918 ELEV. 32.110 FT.
 AW1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1203+STABILITY: SURFACE MOTION
 AW1203
 AW1203  HISTORY     - Date     Condition        Report By
 AW1203  HISTORY     - 1918     MONUMENTED       CGS
 AW1203  HISTORY     - 1972     GOOD             NGS
 AW1203  HISTORY     - 1978     GOOD             NGS
 AW1203  HISTORY     - 1988     GOOD             USPSQD
 AW1203
 AW1203                          STATION DESCRIPTION
 AW1203
 AW1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1203'2.8 MI W FROM SWEENY.
 AW1203'2.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AW1203'SWEENY, 0.1 MILE NORTHEAST OF THE CROSSING OF A SHELL ROAD, 165 FEET
 AW1203'SOUTHWEST OF THE SOUTHWEST END OF BRIDGE 298.1, 41.0 FEET SOUTH OF THE
 AW1203'SOUTH RAIL, 4.0 FEET NORTH OF A FENCE, ACROSS THE TRACK FROM MILEPOLE
 AW1203'298, 0.8 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 AW1203'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.4 FEET ABOVE
 AW1203'THE GROUND.
 AW1203
 AW1203                          STATION RECOVERY (1978)
 AW1203
 AW1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1203'RECOVERED IN GOOD CONDITION.
 AW1203
 AW1203                          STATION RECOVERY (1988)
 AW1203
 AW1203'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWM)
 AW1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1193 ***********************************************************************
 AY1193  DESIGNATION -  D 520
 AY1193  PID         -  AY1193
 AY1193  STATE/COUNTY-  TX/MEDINA
 AY1193  USGS QUAD   -  TEXAS MOUNTAIN (1969)
 AY1193
 AY1193                         *CURRENT SURVEY CONTROL
 AY1193  ___________________________________________________________________
 AY1193* NAD 83(1986)-  29 36 33.     (N)    099 15 02.     (W)     SCALED    
 AY1193* NAVD 88     -       395.685  (meters)    1298.18   (feet)  POSTED    
 AY1193  ___________________________________________________________________
 AY1193  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AY1193  DYNAMIC HT  -         395.100 (meters)    1296.26  (feet)  COMP
 AY1193  MODELED GRAV-     979,160.5   (mgal)                       NAVD 88
 AY1193
 AY1193  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1193
 AY1193.The horizontal coordinates were scaled from a topographic map and have
 AY1193.an estimated accuracy of +/- 6 seconds.
 AY1193
 AY1193.The orthometric height was determined by differential leveling
 AY1193.and adjusted by the National Geodetic Survey in 1992..
 AY1193.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1193.rate of 0.0 thru 1.0 mm/km.
 AY1193
 AY1193.The geoid height was determined by GEOID03.
 AY1193
 AY1193.The dynamic height is computed by dividing the NAVD 88
 AY1193.geopotential number by the normal gravity value computed on the
 AY1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1193.degrees latitude (g = 980.6199 gals.).
 AY1193
 AY1193.The modeled gravity was interpolated from observed gravity values.
 AY1193
 AY1193;                    North         East    Units  Estimated Accuracy
 AY1193;SPC TXSC     - 4,196,840.      575,730.      MT  (+/- 180 meters Scaled)
 AY1193
 AY1193                          SUPERSEDED SURVEY CONTROL
 AY1193
 AY1193  NGVD 29 (??/??/92)  395.545  (m)         1297.72   (f) ADJ UNCH    2 0
 AY1193
 AY1193.Superseded values are not recommended for survey control.
 AY1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1193.See file dsdata.txt to determine how the superseded data were derived.
 AY1193
 AY1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT757755(NAD 83)
 AY1193_MARKER: DB = BENCH MARK DISK
 AY1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1193_STAMPING: D 520 1953
 AY1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1193+STABILITY: SURFACE MOTION
 AY1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1193+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 AY1193
 AY1193  HISTORY     - Date     Condition        Report By
 AY1193  HISTORY     - 1953     MONUMENTED       CGS
 AY1193  HISTORY     - 19950518 GOOD             USPSQD
 AY1193  HISTORY     - 20030109 GOOD             USPSQD
 AY1193  HISTORY     - 20040124 GOOD             USPSQD
 AY1193
 AY1193                          STATION DESCRIPTION
 AY1193
 AY1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1193'4.0 MI SE FROM TARPLEY.
 AY1193'4.0 MILES SOUTHEAST ALONG FARM ROAD 1888 FROM THE POST OFFICE AT
 AY1193'TARPLEY, ON THE SOUTHEAST SLOPE OF A HILL, 203 FEET SOUTHEAST OF THE
 AY1193'EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTHWEST, 41 FEET
 AY1193'NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 2 FEET SOUTHWEST OF A
 AY1193'FENCE, 2.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AY1193'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1193
 AY1193                          STATION RECOVERY (1995)
 AY1193
 AY1193'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1193'RECOVERED IN GOOD CONDITION.
 AY1193
 AY1193                          STATION RECOVERY (2003)
 AY1193
 AY1193'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1193'RECOVERED IN GOOD CONDITION.
 AY1193
 AY1193                          STATION RECOVERY (2004)
 AY1193
 AY1193'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 AY1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1422 ***********************************************************************
 FL1422  DESIGNATION -  D 521
 FL1422  PID         -  FL1422
 FL1422  STATE/COUNTY-  TX/HUTCHINSON
 FL1422  USGS QUAD   -  POLLARD CREEK NE (1974)
 FL1422
 FL1422                         *CURRENT SURVEY CONTROL
 FL1422  ___________________________________________________________________
 FL1422* NAD 83(1986)-  35 57 54.     (N)    101 33 10.     (W)     SCALED    
 FL1422* NAVD 88     -      1016.336  (meters)    3334.43   (feet)  ADJUSTED  
 FL1422  ___________________________________________________________________
 FL1422  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FL1422  DYNAMIC HT  -        1015.199 (meters)    3330.70  (feet)  COMP
 FL1422  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 FL1422
 FL1422  VERT ORDER  -  SECOND    CLASS 0
 FL1422
 FL1422.The horizontal coordinates were scaled from a topographic map and have
 FL1422.an estimated accuracy of +/- 6 seconds.
 FL1422
 FL1422.The orthometric height was determined by differential leveling
 FL1422.and adjusted by the National Geodetic Survey in June 1991..
 FL1422
 FL1422.The geoid height was determined by GEOID03.
 FL1422
 FL1422.The dynamic height is computed by dividing the NAVD 88
 FL1422.geopotential number by the normal gravity value computed on the
 FL1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1422.degrees latitude (g = 980.6199 gals.).
 FL1422
 FL1422.The modeled gravity was interpolated from observed gravity values.
 FL1422
 FL1422;                    North         East    Units  Estimated Accuracy
 FL1422;SPC TX N     - 1,218,000.      195,240.      MT  (+/- 180 meters Scaled)
 FL1422
 FL1422                          SUPERSEDED SURVEY CONTROL
 FL1422
 FL1422  NGVD 29 (??/??/92) 1015.856  (m)         3332.85   (f) ADJ UNCH    2 0
 FL1422
 FL1422.Superseded values are not recommended for survey control.
 FL1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1422.See file dsdata.txt to determine how the superseded data were derived.
 FL1422
 FL1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE697830(NAD 83)
 FL1422_MARKER: DB = BENCH MARK DISK
 FL1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1422_STAMPING: D 521 1935
 FL1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1422+STABILITY: SURFACE MOTION
 FL1422
 FL1422  HISTORY     - Date     Condition        Report By
 FL1422  HISTORY     - 1935     MONUMENTED       CGS
 FL1422  HISTORY     - 1952     MARK NOT FOUND   NGS
 FL1422
 FL1422                          STATION DESCRIPTION
 FL1422
 FL1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1422'6.52 MI W FROM PRINGLE.
 FL1422'6.52 MILES WEST OF POST OFFICE BY ROAD.  TO REACH FROM PRINGLE POST
 FL1422'OFFICE GO 3.33 MILES WEST, THENCE 1.11 MILES NORTH, THENCE 2.08 MILES
 FL1422'WEST, ALONG GRADED ROADS.  0.1 MILE WEST OF CULVERT, 27.5 FEET SOUTH
 FL1422'OF CENTERLINE OF ROAD, 2.4 FEET NORTH OF RIGHT OF WAY FENCE.  ABOUT
 FL1422'LEVEL WITH ROAD.  NOTE-- RD. WORK IN AREA.
 FL1422
 FL1422                          STATION RECOVERY (1952)
 FL1422
 FL1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FL1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0559 ***********************************************************************
 GK0559  DESIGNATION -  D 523
 GK0559  PID         -  GK0559
 GK0559  STATE/COUNTY-  TX/SHERMAN
 GK0559  USGS QUAD   -  SPURLOCK CHAPEL (1965)
 GK0559
 GK0559                         *CURRENT SURVEY CONTROL
 GK0559  ___________________________________________________________________
 GK0559* NAD 83(1986)-  36 08 22.     (N)    101 56 10.     (W)     SCALED    
 GK0559* NAVD 88     -      1083.453  (meters)    3554.63   (feet)  ADJUSTED  
 GK0559  ___________________________________________________________________
 GK0559  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 GK0559  DYNAMIC HT  -        1082.235 (meters)    3550.63  (feet)  COMP
 GK0559  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 GK0559
 GK0559  VERT ORDER  -  SECOND    CLASS 0
 GK0559
 GK0559.The horizontal coordinates were scaled from a topographic map and have
 GK0559.an estimated accuracy of +/- 6 seconds.
 GK0559
 GK0559.The orthometric height was determined by differential leveling
 GK0559.and adjusted by the National Geodetic Survey in June 1991..
 GK0559
 GK0559.The geoid height was determined by GEOID03.
 GK0559
 GK0559.The dynamic height is computed by dividing the NAVD 88
 GK0559.geopotential number by the normal gravity value computed on the
 GK0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0559.degrees latitude (g = 980.6199 gals.).
 GK0559
 GK0559.The modeled gravity was interpolated from observed gravity values.
 GK0559
 GK0559;                    North         East    Units  Estimated Accuracy
 GK0559;SPC TX N     - 1,237,440.      160,750.      MT  (+/- 180 meters Scaled)
 GK0559
 GK0559                          SUPERSEDED SURVEY CONTROL
 GK0559
 GK0559  NGVD 29 (??/??/92) 1082.943  (m)         3552.96   (f) ADJ UNCH    2 0
 GK0559
 GK0559.Superseded values are not recommended for survey control.
 GK0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0559.See file dsdata.txt to determine how the superseded data were derived.
 GK0559
 GK0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF358034(NAD 83)
 GK0559_MARKER: DB = BENCH MARK DISK
 GK0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0559_STAMPING: D 523 1935
 GK0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0559+STABILITY: SURFACE MOTION
 GK0559
 GK0559  HISTORY     - Date     Condition        Report By
 GK0559  HISTORY     - 1935     MONUMENTED       CGS
 GK0559  HISTORY     - 1952     GOOD             NGS
 GK0559  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0559
 GK0559                          STATION DESCRIPTION
 GK0559
 GK0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0559'12.8 MI NE FROM ETTER.
 GK0559'7.8 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT ETTER,
 GK0559'THENCE 5.0 MILES EAST ALONG A NEW FARM TO MARKET ROAD, 72 FEET SOUTH
 GK0559'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 67 FEET EAST OF THE
 GK0559'CENTER LINE OF A ROAD LEADING SOUTH, 1.8 FEET EAST OF A NORTH AND
 GK0559'SOUTH FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 GK0559'CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 GK0559
 GK0559                          STATION RECOVERY (1965)
 GK0559
 GK0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0618 ***********************************************************************
 AY0618  DESIGNATION -  D 525
 AY0618  PID         -  AY0618
 AY0618  STATE/COUNTY-  TX/BEXAR
 AY0618  USGS QUAD   -  CULEBRA HILL (1993)
 AY0618
 AY0618                         *CURRENT SURVEY CONTROL
 AY0618  ___________________________________________________________________
 AY0618* NAD 83(1986)-  29 23 04.     (N)    098 41 19.     (W)     SCALED    
 AY0618* NAVD 88     -       227.503  (meters)     746.40   (feet)  ADJUSTED  
 AY0618  ___________________________________________________________________
 AY0618  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AY0618  DYNAMIC HT  -         227.173 (meters)     745.32  (feet)  COMP
 AY0618  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AY0618
 AY0618  VERT ORDER  -  FIRST     CLASS II
 AY0618
 AY0618.The horizontal coordinates were scaled from a topographic map and have
 AY0618.an estimated accuracy of +/- 6 seconds.
 AY0618
 AY0618.The orthometric height was determined by differential leveling
 AY0618.and adjusted by the National Geodetic Survey in June 1991..
 AY0618
 AY0618.The geoid height was determined by GEOID03.
 AY0618
 AY0618.The dynamic height is computed by dividing the NAVD 88
 AY0618.geopotential number by the normal gravity value computed on the
 AY0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0618.degrees latitude (g = 980.6199 gals.).
 AY0618
 AY0618.The modeled gravity was interpolated from observed gravity values.
 AY0618
 AY0618;                    North         East    Units  Estimated Accuracy
 AY0618;SPC TXSC     - 4,171,940.      630,220.      MT  (+/- 180 meters Scaled)
 AY0618
 AY0618                          SUPERSEDED SURVEY CONTROL
 AY0618
 AY0618.No superseded survey control is available for this station.
 AY0618
 AY0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT302506(NAD 83)
 AY0618_MARKER: DB = BENCH MARK DISK
 AY0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0618_SP_SET: CULVERT
 AY0618_STAMPING: D 525 1953
 AY0618_MARK LOGO: CGS   
 AY0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0618
 AY0618  HISTORY     - Date     Condition        Report By
 AY0618  HISTORY     - 1953     MONUMENTED       CGS
 AY0618  HISTORY     - 1968     GOOD             NGS
 AY0618  HISTORY     - 1982     GOOD             NGS
 AY0618  HISTORY     - 19990617 GOOD             USPSQD
 AY0618
 AY0618                          STATION DESCRIPTION
 AY0618
 AY0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AY0618'3.8 MI W FROM SAN ANTONIO.
 AY0618'3.8 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF LOOP 13
 AY0618'(MILITARY DRIVE) AT SAN ANTONIO, BEXAR COUNTY, 0.4 MILE EAST OF THE
 AY0618'JUNCTION OF PUE ROAD, 22 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AY0618'AT A LARGE CONCRETE CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE
 AY0618'EAST END OF THE SOUTH HEADWALL.  A STANDARD DISK, STAMPED D 525 1953.
 AY0618
 AY0618                          STATION RECOVERY (1982)
 AY0618
 AY0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0618'MARK RECOVERED THIS DATE.
 AY0618
 AY0618                          STATION RECOVERY (1999)
 AY0618
 AY0618'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0137 ***********************************************************************
 GK0137  DESIGNATION -  D 527
 GK0137  PID         -  GK0137
 GK0137  STATE/COUNTY-  TX/OCHILTREE
 GK0137  USGS QUAD   -  SOURDOUGH CREEK NW (1973)
 GK0137
 GK0137                         *CURRENT SURVEY CONTROL
 GK0137  ___________________________________________________________________
 GK0137* NAD 83(1986)-  36 12 32.     (N)    100 57 45.     (W)     SCALED    
 GK0137* NAVD 88     -       914.869  (meters)    3001.53   (feet)  ADJUSTED  
 GK0137  ___________________________________________________________________
 GK0137  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GK0137  DYNAMIC HT  -         913.890 (meters)    2998.32  (feet)  COMP
 GK0137  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 GK0137
 GK0137  VERT ORDER  -  SECOND    CLASS 0
 GK0137
 GK0137.The horizontal coordinates were scaled from a topographic map and have
 GK0137.an estimated accuracy of +/- 6 seconds.
 GK0137
 GK0137.The orthometric height was determined by differential leveling
 GK0137.and adjusted by the National Geodetic Survey in June 1991..
 GK0137
 GK0137.The geoid height was determined by GEOID03.
 GK0137
 GK0137.The dynamic height is computed by dividing the NAVD 88
 GK0137.geopotential number by the normal gravity value computed on the
 GK0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0137.degrees latitude (g = 980.6199 gals.).
 GK0137
 GK0137.The modeled gravity was interpolated from observed gravity values.
 GK0137
 GK0137;                    North         East    Units  Estimated Accuracy
 GK0137;SPC TX N     - 1,245,190.      248,340.      MT  (+/- 180 meters Scaled)
 GK0137
 GK0137                          SUPERSEDED SURVEY CONTROL
 GK0137
 GK0137  NGVD 29 (??/??/92)  914.465  (m)         3000.21   (f) ADJ UNCH    2 0
 GK0137
 GK0137.Superseded values are not recommended for survey control.
 GK0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0137.See file dsdata.txt to determine how the superseded data were derived.
 GK0137
 GK0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF235089(NAD 83)
 GK0137_MARKER: DB = BENCH MARK DISK
 GK0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0137_STAMPING: D 527 1935
 GK0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0137+STABILITY: SURFACE MOTION
 GK0137
 GK0137  HISTORY     - Date     Condition        Report By
 GK0137  HISTORY     - 1935     MONUMENTED       CGS
 GK0137  HISTORY     - 1943     GOOD             NGS
 GK0137  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0137
 GK0137                          STATION DESCRIPTION
 GK0137
 GK0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0137'7.8 MI S FROM FARNSWORTH.
 GK0137'7.8 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 GK0137'FARNSWORTH, 1.4 MILES NORTH OF A ROAD JUNCTION, 30.4 FEET EAST OF THE
 GK0137'CENTERLINE OF THE ROAD, AND 2.6 FEET EAST OF THE RIGHT-OF-WAY FENCE. A
 GK0137'STANDARD DISK, STAMPED D 527 1935 AND SET IN THE TOP OF A CONCRETE
 GK0137'POST.
 GK0137
 GK0137                          STATION RECOVERY (1973)
 GK0137
 GK0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1286 ***********************************************************************
 FL1286  DESIGNATION -  D 528
 FL1286  PID         -  FL1286
 FL1286  STATE/COUNTY-  TX/POTTER
 FL1286  USGS QUAD   -  CLIFFSIDE (1973)
 FL1286
 FL1286                         *CURRENT SURVEY CONTROL
 FL1286  ___________________________________________________________________
 FL1286* NAD 83(1986)-  35 15 25.     (N)    101 57 28.     (W)     SCALED    
 FL1286* NAVD 88     -      1067.043  (meters)    3500.79   (feet)  ADJUSTED  
 FL1286  ___________________________________________________________________
 FL1286  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FL1286  DYNAMIC HT  -        1065.777 (meters)    3496.64  (feet)  COMP
 FL1286  MODELED GRAV-     979,411.3   (mgal)                       NAVD 88
 FL1286
 FL1286  VERT ORDER  -  SECOND    CLASS 0
 FL1286
 FL1286.The horizontal coordinates were scaled from a topographic map and have
 FL1286.an estimated accuracy of +/- 6 seconds.
 FL1286
 FL1286.The orthometric height was determined by differential leveling
 FL1286.and adjusted by the National Geodetic Survey in June 1991..
 FL1286
 FL1286.The geoid height was determined by GEOID03.
 FL1286
 FL1286.The dynamic height is computed by dividing the NAVD 88
 FL1286.geopotential number by the normal gravity value computed on the
 FL1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1286.degrees latitude (g = 980.6199 gals.).
 FL1286
 FL1286.The modeled gravity was interpolated from observed gravity values.
 FL1286
 FL1286;                    North         East    Units  Estimated Accuracy
 FL1286;SPC TX N     - 1,139,540.      158,350.      MT  (+/- 180 meters Scaled)
 FL1286
 FL1286                          SUPERSEDED SURVEY CONTROL
 FL1286
 FL1286  NGVD 29 (??/??/92) 1066.548  (m)         3499.17   (f) ADJ UNCH    2 0
 FL1286
 FL1286.Superseded values are not recommended for survey control.
 FL1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1286.See file dsdata.txt to determine how the superseded data were derived.
 FL1286
 FL1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE309055(NAD 83)
 FL1286_MARKER: DB = BENCH MARK DISK
 FL1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1286_STAMPING: D-528 1935
 FL1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1286+STABILITY: SURFACE MOTION
 FL1286
 FL1286  HISTORY     - Date     Condition        Report By
 FL1286  HISTORY     - 1935     MONUMENTED       CGS
 FL1286  HISTORY     - 1943     GOOD             NGS
 FL1286
 FL1286                          STATION DESCRIPTION
 FL1286
 FL1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1286'10.4 MI NW FROM AMARILLO.
 FL1286'TO REACH BENCHMARK GO 7.6 MILES NORTHWEST ALONG FW AND D RAILROAD,
 FL1286'THENCE 1.3 MILES WEST ALONG GRADED ROAD, THENCE 0.4 MILE SOUTH, THENCE
 FL1286'1.1 MILES WEST.  BENCHMARK IS SET IN A VALLEY BETWEEN TWO ROCKY HILLS
 FL1286'ABOUT 230 FEET SOUTH OF A WINDMILL AND WATER TANKS, 1000 FEET
 FL1286'NORTHWEST OF A LARGE ROCK CRUSHER, AND 1.15 MILES WEST OF BISHOP RANCH
 FL1286'HOUSE.  BEING 47.0 FEET SOUTH OF RIGHT-OF-WAY FENCE.
 FL1286
 FL1286                          STATION RECOVERY (1943)
 FL1286
 FL1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0753 ***********************************************************************
 FL0753  DESIGNATION -  D 529
 FL0753  PID         -  FL0753
 FL0753  STATE/COUNTY-  TX/HUTCHINSON
 FL0753  USGS QUAD   -  STINNETT (1978)
 FL0753
 FL0753                         *CURRENT SURVEY CONTROL
 FL0753  ___________________________________________________________________
 FL0753* NAD 83(1986)-  35 48 09.     (N)    101 24 05.     (W)     SCALED    
 FL0753* NAVD 88     -       929.719  (meters)    3050.25   (feet)  ADJUSTED  
 FL0753  ___________________________________________________________________
 FL0753  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FL0753  DYNAMIC HT  -         928.670 (meters)    3046.81  (feet)  COMP
 FL0753  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 FL0753
 FL0753  VERT ORDER  -  SECOND    CLASS 0
 FL0753
 FL0753.The horizontal coordinates were scaled from a topographic map and have
 FL0753.an estimated accuracy of +/- 6 seconds.
 FL0753
 FL0753.The orthometric height was determined by differential leveling
 FL0753.and adjusted by the National Geodetic Survey in June 1991..
 FL0753
 FL0753.The geoid height was determined by GEOID03.
 FL0753
 FL0753.The dynamic height is computed by dividing the NAVD 88
 FL0753.geopotential number by the normal gravity value computed on the
 FL0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0753.degrees latitude (g = 980.6199 gals.).
 FL0753
 FL0753.The modeled gravity was interpolated from observed gravity values.
 FL0753
 FL0753;                    North         East    Units  Estimated Accuracy
 FL0753;SPC TX N     - 1,199,970.      208,910.      MT  (+/- 180 meters Scaled)
 FL0753
 FL0753                          SUPERSEDED SURVEY CONTROL
 FL0753
 FL0753  NGVD 29 (??/??/92)  929.262  (m)         3048.75   (f) ADJ UNCH    2 0
 FL0753
 FL0753.Superseded values are not recommended for survey control.
 FL0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0753.See file dsdata.txt to determine how the superseded data were derived.
 FL0753
 FL0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE830647(NAD 83)
 FL0753_MARKER: DB = BENCH MARK DISK
 FL0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0753_STAMPING: D 529 1935
 FL0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0753+STABILITY: SURFACE MOTION
 FL0753
 FL0753  HISTORY     - Date     Condition        Report By
 FL0753  HISTORY     - 1935     MONUMENTED       CGS
 FL0753  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0753
 FL0753                          STATION DESCRIPTION
 FL0753
 FL0753'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0753'2.3 MI S FROM STINNETT.
 FL0753'2.3 MILES SOUTH ALONG STATE HIGHWAY 117 FROM THE POST OFFICE AT
 FL0753'STINNETT, THENCE 2.0 MILES EAST ALONG A GRADED ROAD.  0.2 MILE NORTH
 FL0753'OF A SMALL CREEK, HALFWAY UP A STEEP HILL, 52.2 FEET WEST OF THE
 FL0753'CENTERLINE OF THE ROAD, AND 37.8 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 FL0753'A STANDARD DISK, STAMPED D 529 1935 AND SET IN THE TOP OF A CONCRETE
 FL0753'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0061 ***********************************************************************
 AM0061  DESIGNATION -  D 53
 AM0061  PID         -  AM0061
 AM0061  STATE/COUNTY-  TX/BRAZORIA
 AM0061  USGS QUAD   -  FREEPORT (1974)
 AM0061
 AM0061                         *CURRENT SURVEY CONTROL
 AM0061  ___________________________________________________________________
 AM0061* NAD 83(1986)-  28 57 00.     (N)    095 20 43.     (W)     SCALED    
 AM0061* NAVD 88     -         2.27   (+/-2cm)       7.4    (feet)  VERTCON   
 AM0061  ___________________________________________________________________
 AM0061  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0061
 AM0061  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0061
 AM0061.The horizontal coordinates were scaled from a topographic map and have
 AM0061.an estimated accuracy of +/- 6 seconds.
 AM0061
 AM0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0061.The vertical order pertains to the NGVD 29 superseded value.
 AM0061
 AM0061.The geoid height was determined by GEOID03.
 AM0061
 AM0061;                    North         East    Units  Estimated Accuracy
 AM0061;SPC TXSC     - 4,129,320.      956,190.      MT  (+/- 180 meters Scaled)
 AM0061
 AM0061                          SUPERSEDED SURVEY CONTROL
 AM0061
 AM0061  NGVD 29 (??/??/92)    2.297  (m)            7.54   (f) ADJ UNCH    1 1
 AM0061
 AM0061.Superseded values are not recommended for survey control.
 AM0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0061.See file dsdata.txt to determine how the superseded data were derived.
 AM0061
 AM0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN714047(NAD 83)
 AM0061_MARKER: DB = BENCH MARK DISK
 AM0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0061_SP_SET: BUILDING
 AM0061_STAMPING: D 53 1918 ELEV. 9.537 FT.
 AM0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0061+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AM0061
 AM0061  HISTORY     - Date     Condition        Report By
 AM0061  HISTORY     - 1918     MONUMENTED       CGS
 AM0061  HISTORY     - 1973     GOOD             NGS
 AM0061  HISTORY     - 1977     GOOD             NGS
 AM0061  HISTORY     - 1978     GOOD             NGS
 AM0061  HISTORY     - 1990     GOOD             USPSQD
 AM0061  HISTORY     - 19980425 GOOD             USPSQD
 AM0061  HISTORY     - 20041106 GOOD             USPSQD
 AM0061
 AM0061                          STATION DESCRIPTION
 AM0061
 AM0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0061'IN FREEPORT.
 AM0061'AT FREEPORT, AT THE SOUTHEAST CORNER OF THE JUNCTION OF EAST SECOND
 AM0061'AND EAST PARK STREETS, SET VERTICALLY IN THE WEST FACE OF A BRICK
 AM0061'BUILDING, 35.8 FEET SOUTH OF THE SOUTH CURB OF EAST SECOND STREET,
 AM0061'15.0 FEET EAST OF THE EAST CURB OF EAST PARK STREET, 11 1/2 FEET SOUTH
 AM0061'OF THE CENTER OF THE NORTH ONE OF TWO ENTRANCE, AND 3.0 FEET ABOVE THE
 AM0061'SIDEWALK.
 AM0061
 AM0061                          STATION RECOVERY (1977)
 AM0061
 AM0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0061'RECOVERED IN GOOD CONDITION.
 AM0061
 AM0061                          STATION RECOVERY (1978)
 AM0061
 AM0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0061'AT THE SOUTHEAST CORNER OF THE JUNCTION OF EAST SECOND STREET AND
 AM0061'EAST PARK AVENUE, SET VERTICALLY IN THE WEST FACE OF A BRICK
 AM0061'BUILDING (TOBEY HARDWARE CO), 35 FT. SOUTH OF THE SOUTH CURB OF
 AM0061'EAST SECOND STREET, 15 FT. EAST OF THE EAST CURB OF NORTH PARK
 AM0061'AVENUE, 11 FT. SOUTH OF THE CENTER OF THE NORTH ONE OF TWO ENTRANCES
 AM0061'TO THE BUILDING AND 3 FT. ABOVE THE SIDEWALK.
 AM0061
 AM0061                          STATION RECOVERY (1990)
 AM0061
 AM0061'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AM0061'RECOVERED IN GOOD CONDITION.
 AM0061
 AM0061                          STATION RECOVERY (1998)
 AM0061
 AM0061'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0061'RECOVERED IN GOOD CONDITION.
 AM0061
 AM0061                          STATION RECOVERY (2004)
 AM0061
 AM0061'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0722 ***********************************************************************
 FL0722  DESIGNATION -  D 530
 FL0722  PID         -  FL0722
 FL0722  STATE/COUNTY-  TX/ROBERTS
 FL0722  USGS QUAD   -  DRY CREEK NORTH (1971)
 FL0722
 FL0722                         *CURRENT SURVEY CONTROL
 FL0722  ___________________________________________________________________
 FL0722* NAD 83(1986)-  35 57 30.     (N)    100 58 30.     (W)     SCALED    
 FL0722* NAVD 88     -       786.760  (meters)    2581.23   (feet)  ADJUSTED  
 FL0722  ___________________________________________________________________
 FL0722  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FL0722  DYNAMIC HT  -         785.919 (meters)    2578.47  (feet)  COMP
 FL0722  MODELED GRAV-     979,538.2   (mgal)                       NAVD 88
 FL0722
 FL0722  VERT ORDER  -  SECOND    CLASS 0
 FL0722
 FL0722.The horizontal coordinates were scaled from a topographic map and have
 FL0722.an estimated accuracy of +/- 6 seconds.
 FL0722
 FL0722.The orthometric height was determined by differential leveling
 FL0722.and adjusted by the National Geodetic Survey in June 1991..
 FL0722
 FL0722.The geoid height was determined by GEOID03.
 FL0722
 FL0722.The dynamic height is computed by dividing the NAVD 88
 FL0722.geopotential number by the normal gravity value computed on the
 FL0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0722.degrees latitude (g = 980.6199 gals.).
 FL0722
 FL0722.The modeled gravity was interpolated from observed gravity values.
 FL0722
 FL0722;                    North         East    Units  Estimated Accuracy
 FL0722;SPC TX N     - 1,217,380.      247,360.      MT  (+/- 180 meters Scaled)
 FL0722
 FL0722                          SUPERSEDED SURVEY CONTROL
 FL0722
 FL0722  NGVD 29 (??/??/92)  786.384  (m)         2579.99   (f) ADJ UNCH    2 0
 FL0722
 FL0722.Superseded values are not recommended for survey control.
 FL0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0722.See file dsdata.txt to determine how the superseded data were derived.
 FL0722
 FL0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE218811(NAD 83)
 FL0722_MARKER: DB = BENCH MARK DISK
 FL0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0722_STAMPING: D 530 1934
 FL0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0722+STABILITY: SURFACE MOTION
 FL0722
 FL0722  HISTORY     - Date     Condition        Report By
 FL0722  HISTORY     - 1935     MONUMENTED       CGS
 FL0722  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0722
 FL0722                          STATION DESCRIPTION
 FL0722
 FL0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0722'22.0 MI NE FROM PLEMONS.
 FL0722'IN ROBERTS COUNTY, 22.0 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM
 FL0722'THE POST OFFICE AT PLEMONS, HUTCHINSON COUNTY, 0.4 MILE WEST OF A
 FL0722'RANCH HOUSE, 39.7 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 19.6
 FL0722'FEET NORTH OF THE CENTERLINE OF THE ROAD, 9.2 FEET NORTH OF THE NORTH
 FL0722'END OF A CATTLE GATE, AND 2.3 FEET WEST OF THE FENCE.  A STANDARD DISK
 FL0722'STAMPED D 530 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0722
 FL0722                          STATION RECOVERY (1971)
 FL0722
 FL0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0382 ***********************************************************************
 FM0382  DESIGNATION -  D 531
 FM0382  PID         -  FM0382
 FM0382  STATE/COUNTY-  TX/OLDHAM
 FM0382  USGS QUAD   -  ALAMOCITOS CAMP (1966)
 FM0382
 FM0382                         *CURRENT SURVEY CONTROL
 FM0382  ___________________________________________________________________
 FM0382* NAD 83(1986)-  35 22 55.     (N)    102 36 52.     (W)     SCALED    
 FM0382* NAVD 88     -      1169.843  (meters)    3838.06   (feet)  ADJUSTED  
 FM0382  ___________________________________________________________________
 FM0382  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 FM0382  DYNAMIC HT  -        1168.458 (meters)    3833.52  (feet)  COMP
 FM0382  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 FM0382
 FM0382  VERT ORDER  -  SECOND    CLASS 0
 FM0382
 FM0382.The horizontal coordinates were scaled from a topographic map and have
 FM0382.an estimated accuracy of +/- 6 seconds.
 FM0382
 FM0382.The orthometric height was determined by differential leveling
 FM0382.and adjusted by the National Geodetic Survey in June 1991..
 FM0382
 FM0382.The geoid height was determined by GEOID03.
 FM0382
 FM0382.The dynamic height is computed by dividing the NAVD 88
 FM0382.geopotential number by the normal gravity value computed on the
 FM0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0382.degrees latitude (g = 980.6199 gals.).
 FM0382
 FM0382.The modeled gravity was interpolated from observed gravity values.
 FM0382
 FM0382;                    North         East    Units  Estimated Accuracy
 FM0382;SPC TX N     - 1,153,880.       98,750.      MT  (+/- 180 meters Scaled)
 FM0382
 FM0382                          SUPERSEDED SURVEY CONTROL
 FM0382
 FM0382  NGVD 29 (??/??/92) 1169.330  (m)         3836.38   (f) ADJ UNCH    2 0
 FM0382
 FM0382.Superseded values are not recommended for survey control.
 FM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0382.See file dsdata.txt to determine how the superseded data were derived.
 FM0382
 FM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV166180(NAD 83)
 FM0382_MARKER: DB = BENCH MARK DISK
 FM0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0382_STAMPING: D 531 1935
 FM0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0382+STABILITY: SURFACE MOTION
 FM0382
 FM0382  HISTORY     - Date     Condition        Report By
 FM0382  HISTORY     - 1935     MONUMENTED       CGS
 FM0382  HISTORY     - 1966     GOOD             USGS
 FM0382
 FM0382                          STATION DESCRIPTION
 FM0382
 FM0382'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FM0382'8.3 MI NE FROM ADRIAN.
 FM0382'ABOUT 8.3 MI. NE OF ADRIAN TEXAS BY TRAIL AND 312 MILES SOUTH OF
 FM0382'ALAMOCITOS CAMP BY TRAIL.  STATION IS 46 FOOT EAST OF RIDGE TRAIL
 FM0382'BETWEEN WEST PRONG OF ALAMOCITOS AND MIDDLE PRONG OF ALAMOCITOS AND
 FM0382'0.8 MI SOUTH BY TRAIL FROM JUNCTION OF TRAIL TO TIO WOODY MILL ON
 FM0382'HIGHEST PART OF RIDGE.  IN CONCRETE POST PROJECTING 0.6 FT., A
 FM0382'STANDARD C AND GS DISK STAMPED D531 1935..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1247 ***********************************************************************
 FL1247  DESIGNATION -  D 532
 FL1247  PID         -  FL1247
 FL1247  STATE/COUNTY-  TX/RANDALL
 FL1247  USGS QUAD   -  THE PALISADES (1973)
 FL1247
 FL1247                         *CURRENT SURVEY CONTROL
 FL1247  ___________________________________________________________________
 FL1247* NAD 83(1986)-  35 03 38.     (N)    101 45 57.     (W)     SCALED    
 FL1247* NAVD 88     -      1090.176  (meters)    3576.69   (feet)  ADJUSTED  
 FL1247  ___________________________________________________________________
 FL1247  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL1247  DYNAMIC HT  -        1088.869 (meters)    3572.40  (feet)  COMP
 FL1247  MODELED GRAV-     979,398.2   (mgal)                       NAVD 88
 FL1247
 FL1247  VERT ORDER  -  SECOND    CLASS 0
 FL1247
 FL1247.The horizontal coordinates were scaled from a topographic map and have
 FL1247.an estimated accuracy of +/- 6 seconds.
 FL1247
 FL1247.The orthometric height was determined by differential leveling
 FL1247.and adjusted by the National Geodetic Survey in June 1991..
 FL1247
 FL1247.The geoid height was determined by GEOID03.
 FL1247
 FL1247.The dynamic height is computed by dividing the NAVD 88
 FL1247.geopotential number by the normal gravity value computed on the
 FL1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1247.degrees latitude (g = 980.6199 gals.).
 FL1247
 FL1247.The modeled gravity was interpolated from observed gravity values.
 FL1247
 FL1247;                    North         East    Units  Estimated Accuracy
 FL1247;SPC TX N     - 1,117,690.      175,750.      MT  (+/- 180 meters Scaled)
 FL1247
 FL1247                          SUPERSEDED SURVEY CONTROL
 FL1247
 FL1247  NGVD 29 (??/??/92) 1089.700  (m)         3575.12   (f) ADJ UNCH    2 0
 FL1247
 FL1247.Superseded values are not recommended for survey control.
 FL1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1247.See file dsdata.txt to determine how the superseded data were derived.
 FL1247
 FL1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD477832(NAD 83)
 FL1247_MARKER: DB = BENCH MARK DISK
 FL1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1247_STAMPING: D 532 1935
 FL1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1247+STABILITY: SURFACE MOTION
 FL1247
 FL1247  HISTORY     - Date     Condition        Report By
 FL1247  HISTORY     - 1935     MONUMENTED       CGS
 FL1247  HISTORY     - 1943     GOOD             NGS
 FL1247
 FL1247                          STATION DESCRIPTION
 FL1247
 FL1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1247'18.3 MI SE FROM AMARILLO.
 FL1247'IN RANDALL COUNTY, 18.3 MILES SOUTHEAST OF AMARILLO, POTTER COUNTY.
 FL1247'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE
 FL1247'NORTH ALONG TAYLOR STREET, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY
 FL1247'60, THENCE ALONG GRADED ROAD ABOUT 2.1 MILES SOUTH, 1.0 MILE WEST, 6.5
 FL1247'MILES SOUTH, AND 0.7 MILE WEST , AND THENCE 2.0 MILES SOUTH ALONG A
 FL1247'RANCH ROAD.  IT IS 2.0 MILES SOUTH OF THE NORTH ENTRANCE TO HARDING
 FL1247'RANCH, 27 FEET WEST OF THE CENTERLINE OF THE ROAD AND 8 FEET SOUTH OF
 FL1247'A ONE-WIRE POLE.  A STANDARD DISK, STAMPED D 532 1935 AND SET IN THE
 FL1247'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1176 ***********************************************************************
 FL1176  DESIGNATION -  D 533
 FL1176  PID         -  FL1176
 FL1176  STATE/COUNTY-  TX/POTTER
 FL1176  USGS QUAD   -  BERRY SAND DRAW (1953)
 FL1176
 FL1176                         *CURRENT SURVEY CONTROL
 FL1176  ___________________________________________________________________
 FL1176* NAD 83(1986)-  35 22 47.     (N)    101 37 48.     (W)     SCALED    
 FL1176* NAVD 88     -      1082.614  (meters)    3551.88   (feet)  ADJUSTED  
 FL1176  ___________________________________________________________________
 FL1176  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL1176  DYNAMIC HT  -        1081.333 (meters)    3547.67  (feet)  COMP
 FL1176  MODELED GRAV-     979,413.3   (mgal)                       NAVD 88
 FL1176
 FL1176  VERT ORDER  -  SECOND    CLASS 0
 FL1176
 FL1176.The horizontal coordinates were scaled from a topographic map and have
 FL1176.an estimated accuracy of +/- 6 seconds.
 FL1176
 FL1176.The orthometric height was determined by differential leveling
 FL1176.and adjusted by the National Geodetic Survey in June 1991..
 FL1176
 FL1176.The geoid height was determined by GEOID03.
 FL1176
 FL1176.The dynamic height is computed by dividing the NAVD 88
 FL1176.geopotential number by the normal gravity value computed on the
 FL1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1176.degrees latitude (g = 980.6199 gals.).
 FL1176
 FL1176.The modeled gravity was interpolated from observed gravity values.
 FL1176
 FL1176;                    North         East    Units  Estimated Accuracy
 FL1176;SPC TX N     - 1,153,070.      188,190.      MT  (+/- 180 meters Scaled)
 FL1176
 FL1176                          SUPERSEDED SURVEY CONTROL
 FL1176
 FL1176  NGVD 29 (??/??/92) 1082.103  (m)         3550.20   (f) ADJ UNCH    2 0
 FL1176
 FL1176.Superseded values are not recommended for survey control.
 FL1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1176.See file dsdata.txt to determine how the superseded data were derived.
 FL1176
 FL1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE610183(NAD 83)
 FL1176_MARKER: DB = BENCH MARK DISK
 FL1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1176_STAMPING: D-533 1935
 FL1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1176+STABILITY: SURFACE MOTION
 FL1176
 FL1176  HISTORY     - Date     Condition        Report By
 FL1176  HISTORY     - 1935     MONUMENTED       CGS
 FL1176
 FL1176                          STATION DESCRIPTION
 FL1176
 FL1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1176'17.1 MI NE FROM AMARILLO.
 FL1176'17.1 MILES NORTHEAST OF CRI AND G DEPOT BY RAIL BENCHMARK IS LOCATED
 FL1176'BETWEEN TWO LONG CUTS.  BEING 11 1/2 RAIL LENGTHS SOUTH OF MILE POST
 FL1176'NO. 17.1.  147 FEET SOUTHWEST OF PRIVATE CROSSING.  98.0 FEET WEST OF
 FL1176'WEST RAIL.  2.0 FEET EAST OF WEST RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1202 ***********************************************************************
 FL1202  DESIGNATION -  D 534
 FL1202  PID         -  FL1202
 FL1202  STATE/COUNTY-  TX/CARSON
 FL1202  USGS QUAD   -  POMEROY (1953)
 FL1202
 FL1202                         *CURRENT SURVEY CONTROL
 FL1202  ___________________________________________________________________
 FL1202* NAD 83(1986)-  35 22 56.     (N)    101 34 07.     (W)     SCALED    
 FL1202* NAVD 88     -      1085.062  (meters)    3559.91   (feet)  ADJUSTED  
 FL1202  ___________________________________________________________________
 FL1202  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1202  DYNAMIC HT  -        1083.779 (meters)    3555.70  (feet)  COMP
 FL1202  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 FL1202
 FL1202  VERT ORDER  -  SECOND    CLASS 0
 FL1202
 FL1202.The horizontal coordinates were scaled from a topographic map and have
 FL1202.an estimated accuracy of +/- 6 seconds.
 FL1202
 FL1202.The orthometric height was determined by differential leveling
 FL1202.and adjusted by the National Geodetic Survey in June 1991..
 FL1202
 FL1202.The geoid height was determined by GEOID03.
 FL1202
 FL1202.The dynamic height is computed by dividing the NAVD 88
 FL1202.geopotential number by the normal gravity value computed on the
 FL1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1202.degrees latitude (g = 980.6199 gals.).
 FL1202
 FL1202.The modeled gravity was interpolated from observed gravity values.
 FL1202
 FL1202;                    North         East    Units  Estimated Accuracy
 FL1202;SPC TX N     - 1,153,340.      193,770.      MT  (+/- 180 meters Scaled)
 FL1202
 FL1202                          SUPERSEDED SURVEY CONTROL
 FL1202
 FL1202  NGVD 29 (??/??/92) 1084.546  (m)         3558.21   (f) ADJ UNCH    2 0
 FL1202
 FL1202.Superseded values are not recommended for survey control.
 FL1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1202.See file dsdata.txt to determine how the superseded data were derived.
 FL1202
 FL1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE666184(NAD 83)
 FL1202_MARKER: DB = BENCH MARK DISK
 FL1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1202_STAMPING: D-534 1935
 FL1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1202+STABILITY: SURFACE MOTION
 FL1202
 FL1202  HISTORY     - Date     Condition        Report By
 FL1202  HISTORY     - 1935     MONUMENTED       CGS
 FL1202
 FL1202                          STATION DESCRIPTION
 FL1202
 FL1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1202'9.2 MI NE FROM MASTERSON.
 FL1202'TO REACH BENCHMARK FROM RAILROAD DEPOT GO 2.5 MILES EAST ALONG GRADED
 FL1202'ROAD, THENCE NORTH 2.0 MILES TO INTERSECTION OF ROADS, THENCE EAST 0.3
 FL1202'MILE, THENCE 2.0 MILES NORTH, THENCE EAST 2.4 MILES.  BENCHMARK IS SET
 FL1202'AT GATEWAY TO BEN MCGREGG RANCH.  BEING 53.7 FEET SOUTHEAST OF
 FL1202'SOUTHEAST CORNER OF HOUSE, 33.0 FEET NORTH OF CENTER-LINE OF ROAD, 8.0
 FL1202'FEET EAST OF EAST GATE POST, AND IS IN SOUTHWEST CORNER OF SMALL
 FL1202'ORCHARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0282 ***********************************************************************
 FM0282  DESIGNATION -  D 535
 FM0282  PID         -  FM0282
 FM0282  STATE/COUNTY-  TX/OLDHAM
 FM0282  USGS QUAD   -  ROTTEN HILL (1966)
 FM0282
 FM0282                         *CURRENT SURVEY CONTROL
 FM0282  ___________________________________________________________________
 FM0282* NAD 83(1986)-  35 18 41.     (N)    102 14 14.     (W)     SCALED    
 FM0282* NAVD 88     -      1097.916  (meters)    3602.08   (feet)  ADJUSTED  
 FM0282  ___________________________________________________________________
 FM0282  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 FM0282  DYNAMIC HT  -        1096.603 (meters)    3597.77  (feet)  COMP
 FM0282  MODELED GRAV-     979,401.2   (mgal)                       NAVD 88
 FM0282
 FM0282  VERT ORDER  -  SECOND    CLASS 0
 FM0282
 FM0282.The horizontal coordinates were scaled from a topographic map and have
 FM0282.an estimated accuracy of +/- 6 seconds.
 FM0282
 FM0282.The orthometric height was determined by differential leveling
 FM0282.and adjusted by the National Geodetic Survey in June 1991..
 FM0282
 FM0282.The geoid height was determined by GEOID03.
 FM0282
 FM0282.The dynamic height is computed by dividing the NAVD 88
 FM0282.geopotential number by the normal gravity value computed on the
 FM0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0282.degrees latitude (g = 980.6199 gals.).
 FM0282
 FM0282.The modeled gravity was interpolated from observed gravity values.
 FM0282
 FM0282;                    North         East    Units  Estimated Accuracy
 FM0282;SPC TX N     - 1,145,730.      132,960.      MT  (+/- 180 meters Scaled)
 FM0282
 FM0282                          SUPERSEDED SURVEY CONTROL
 FM0282
 FM0282  NGVD 29 (??/??/92) 1097.429  (m)         3600.48   (f) ADJ UNCH    2 0
 FM0282
 FM0282.Superseded values are not recommended for survey control.
 FM0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0282.See file dsdata.txt to determine how the superseded data were derived.
 FM0282
 FM0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV511110(NAD 83)
 FM0282_MARKER: DB = BENCH MARK DISK
 FM0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0282_STAMPING: D 535 1935
 FM0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0282+STABILITY: SURFACE MOTION
 FM0282
 FM0282  HISTORY     - Date     Condition        Report By
 FM0282  HISTORY     - 1935     MONUMENTED       CGS
 FM0282
 FM0282                          STATION DESCRIPTION
 FM0282
 FM0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0282'8.8 MI NW FROM WILDERADO.
 FM0282'ALONG ROADS AND TRAIL BETWEEN WILDERADO AND TASCOSA.  TO REACH FROM
 FM0282'WILDERADO POST OFFICE GO 0.5 MILE NORTH ALONG GRADED ROAD, THENCE 0.1
 FM0282'MILE WEST ALONG GRADED ROAD, THENCE 0.6 MILE NORTH ALONG GRADED ROAD
 FM0282'TO CATTLE GATE, THENCE 7.6 MILES NORTH ALONG TRAIL.  230 FEET NORTH OF
 FM0282'POINT WHERE EAST AND WEST FENCE INTERSECTS NORTH AND SOUTH FENCE FROM
 FM0282'THE WEST.  21 FEET SOUTH OF CENTERLINE OF TRAIL, 12 FEET SOUTH OF
 FM0282'SOUTH END OF CATTLE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1188 ***********************************************************************
 FL1188  DESIGNATION -  D 537
 FL1188  PID         -  FL1188
 FL1188  STATE/COUNTY-  TX/CARSON
 FL1188  USGS QUAD   -  POMEROY (1953)
 FL1188
 FL1188                         *CURRENT SURVEY CONTROL
 FL1188  ___________________________________________________________________
 FL1188* NAD 83(1986)-  35 29 53.     (N)    101 30 02.     (W)     SCALED    
 FL1188* NAVD 88     -      1043.280  (meters)    3422.83   (feet)  ADJUSTED  
 FL1188  ___________________________________________________________________
 FL1188  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 FL1188  DYNAMIC HT  -        1042.073 (meters)    3418.87  (feet)  COMP
 FL1188  MODELED GRAV-     979,440.7   (mgal)                       NAVD 88
 FL1188
 FL1188  VERT ORDER  -  SECOND    CLASS 0
 FL1188
 FL1188.The horizontal coordinates were scaled from a topographic map and have
 FL1188.an estimated accuracy of +/- 6 seconds.
 FL1188
 FL1188.The orthometric height was determined by differential leveling
 FL1188.and adjusted by the National Geodetic Survey in June 1991..
 FL1188
 FL1188.The geoid height was determined by GEOID03.
 FL1188
 FL1188.The dynamic height is computed by dividing the NAVD 88
 FL1188.geopotential number by the normal gravity value computed on the
 FL1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1188.degrees latitude (g = 980.6199 gals.).
 FL1188
 FL1188.The modeled gravity was interpolated from observed gravity values.
 FL1188
 FL1188;                    North         East    Units  Estimated Accuracy
 FL1188;SPC TX N     - 1,166,190.      199,950.      MT  (+/- 180 meters Scaled)
 FL1188
 FL1188                          SUPERSEDED SURVEY CONTROL
 FL1188
 FL1188  NGVD 29 (??/??/92) 1042.787  (m)         3421.21   (f) ADJ UNCH    2 0
 FL1188
 FL1188.Superseded values are not recommended for survey control.
 FL1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1188.See file dsdata.txt to determine how the superseded data were derived.
 FL1188
 FL1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE731311(NAD 83)
 FL1188_MARKER: DB = BENCH MARK DISK
 FL1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1188_STAMPING: D 537 1935
 FL1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1188+STABILITY: SURFACE MOTION
 FL1188
 FL1188  HISTORY     - Date     Condition        Report By
 FL1188  HISTORY     - 1935     MONUMENTED       CGS
 FL1188
 FL1188                          STATION DESCRIPTION
 FL1188
 FL1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1188'13.6 MI SW FROM BORGER.
 FL1188'13.6 MILES SOUTHWEST OF PANHANDLE AND S.F. DEPOT BY RAIL.  ALONG THE
 FL1188'PANHANDLE AND SANTA FE RAILROAD BETWEEN BORGER AND PANHANDLE, 1.7
 FL1188'MILES SOUTH OF MCBRIDGE STATION, 0.2 MILE SOUTH OF POWER LINE, 20
 FL1188'RAILS NORTH OF MILE POST 14, AT THE SOUTH END OF LONG HILL.  107 FEET
 FL1188'WEST OF WEST RAIL, AND 3 FEET EAST OF WEST RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0144 ***********************************************************************
 FM0144  DESIGNATION -  D 538
 FM0144  PID         -  FM0144
 FM0144  STATE/COUNTY-  TX/OLDHAM
 FM0144  USGS QUAD   -  BOYS RANCH EAST (1971)
 FM0144
 FM0144                         *CURRENT SURVEY CONTROL
 FM0144  ___________________________________________________________________
 FM0144* NAD 83(1986)-  35 34 38.     (N)    102 12 28.     (W)     SCALED    
 FM0144* NAVD 88     -      1066.211  (meters)    3498.06   (feet)  POSTED    
 FM0144  ___________________________________________________________________
 FM0144  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 FM0144  DYNAMIC HT  -        1064.970 (meters)    3493.99  (feet)  COMP
 FM0144  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 FM0144
 FM0144  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FM0144
 FM0144.The horizontal coordinates were scaled from a topographic map and have
 FM0144.an estimated accuracy of +/- 6 seconds.
 FM0144
 FM0144.The orthometric height was determined by differential leveling
 FM0144.and adjusted by the National Geodetic Survey in 1992..
 FM0144.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FM0144.rate of 2.1 thru 3.0 mm/km.
 FM0144
 FM0144.The geoid height was determined by GEOID03.
 FM0144
 FM0144.The dynamic height is computed by dividing the NAVD 88
 FM0144.geopotential number by the normal gravity value computed on the
 FM0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0144.degrees latitude (g = 980.6199 gals.).
 FM0144
 FM0144.The modeled gravity was interpolated from observed gravity values.
 FM0144
 FM0144;                    North         East    Units  Estimated Accuracy
 FM0144;SPC TX N     - 1,175,200.      135,850.      MT  (+/- 180 meters Scaled)
 FM0144
 FM0144                          SUPERSEDED SURVEY CONTROL
 FM0144
 FM0144  NGVD 29 (??/??/92) 1065.708  (m)         3496.41   (f) ADJ UNCH    2 0
 FM0144
 FM0144.Superseded values are not recommended for survey control.
 FM0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0144.See file dsdata.txt to determine how the superseded data were derived.
 FM0144
 FM0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV530406(NAD 83)
 FM0144_MARKER: DB = BENCH MARK DISK
 FM0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0144_STAMPING: D-538 1935
 FM0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0144+STABILITY: SURFACE MOTION
 FM0144
 FM0144  HISTORY     - Date     Condition        Report By
 FM0144  HISTORY     - 1935     MONUMENTED       CGS
 FM0144
 FM0144                          STATION DESCRIPTION
 FM0144
 FM0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0144'9.3 MI N FROM TASCOSA.
 FM0144'TO REACH BENCHMARK FROM POST-OFFICE GO 0.8 MILE NORTH ALONG GRADED
 FM0144'ROAD TO CANADIAN RIVER, CONTINUE THENCE 0.6 MILE TO CATTLE GUARD,
 FM0144'THENCE NORTHWEST 1.2 MILES TO A JUNCTION OF ROADS, THENCE NORTH 0.7
 FM0144'MILE TO CROSS ROAD, THENCE EAST 2.3 MILES, THENCE NORTH ALONG TRAIL
 FM0144'3.7 MILES.  BENCHMARK IS SET ALONG TRAIL BETWEEN TASCOSA AND MIDWAY.
 FM0144'BEING APPROXIMATELY 350 FEET EAST OF SUMMIT OF SMALL HILL, AND 51.0
 FM0144'FEET EAST OF CENTERLINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0201 ***********************************************************************
 FM0201  DESIGNATION -  D 539 RESET 1947
 FM0201  PID         -  FM0201
 FM0201  STATE/COUNTY-  TX/MOORE
 FM0201  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0201
 FM0201                         *CURRENT SURVEY CONTROL
 FM0201  ___________________________________________________________________
 FM0201* NAD 83(1986)-  35 41 29.     (N)    102 07 32.     (W)     SCALED    
 FM0201* NAVD 88     -      1154.58   (meters)    3788.0    (feet)  RESET     
 FM0201  ___________________________________________________________________
 FM0201  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FM0201
 FM0201  VERT ORDER  -  THIRD
 FM0201
 FM0201.The horizontal coordinates were scaled from a topographic map and have
 FM0201.an estimated accuracy of +/- 6 seconds.
 FM0201
 FM0201.The orthometric height was computed from unverified reset data.
 FM0201
 FM0201.The geoid height was determined by GEOID03.
 FM0201
 FM0201;                    North         East    Units  Estimated Accuracy
 FM0201;SPC TX N     - 1,187,820.      143,380.      MT  (+/- 180 meters Scaled)
 FM0201
 FM0201                          SUPERSEDED SURVEY CONTROL
 FM0201
 FM0201.No superseded survey control is available for this station.
 FM0201
 FM0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV601535(NAD 83)
 FM0201_MARKER: DB = BENCH MARK DISK
 FM0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0201_STAMPING: D 539 RESET 1947
 FM0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0201+STABILITY: SURFACE MOTION
 FM0201
 FM0201  HISTORY     - Date     Condition        Report By
 FM0201  HISTORY     - 1947     MONUMENTED       CGS
 FM0201
 FM0201                          STATION DESCRIPTION
 FM0201
 FM0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FM0201'13.2 MI E FROM CHANNING.
 FM0201'IN MOORE COUNTY, ABOUT 13.2 MILES EAST ALONG STATE HIGHWAY NO. 354
 FM0201'FROM THE POST OFFICE AT CHANNING.  IT IS 9.3 MILES WEST FROM THE
 FM0201'FUNCTION OF HIGHWAYS NOS. 354 AND 287.  AT A T ROAD JUNCTION NORTH, 2
 FM0201'YARDS NORTH OF THE NORTH RIGHT-OF-WAY FENCE AND 2 YARDS WEST OF THE
 FM0201'RIGHT-OF-WAY FENCE ON THE ROAD NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0162 ***********************************************************************
 AW0162  DESIGNATION -  D 54
 AW0162  PID         -  AW0162
 AW0162  STATE/COUNTY-  TX/BRAZORIA
 AW0162  USGS QUAD   -  PEARLAND (1995)
 AW0162
 AW0162                         *CURRENT SURVEY CONTROL
 AW0162  ___________________________________________________________________
 AW0162* NAD 83(1986)-  29 32 10.     (N)    095 16 46.     (W)     SCALED    
 AW0162* NAVD 88     -        14.038  (meters)      46.06   (feet)  ADJUSTED  
 AW0162  ___________________________________________________________________
 AW0162  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW0162  DYNAMIC HT  -          14.019 (meters)      45.99  (feet)  COMP
 AW0162  MODELED GRAV-     979,269.2   (mgal)                       NAVD 88
 AW0162
 AW0162  VERT ORDER  -  FIRST     CLASS I
 AW0162
 AW0162.The horizontal coordinates were scaled from a topographic map and have
 AW0162.an estimated accuracy of +/- 6 seconds.
 AW0162
 AW0162.The orthometric height was determined by differential leveling
 AW0162.and adjusted by the National Geodetic Survey in June 1991..
 AW0162
 AW0162.The geoid height was determined by GEOID03.
 AW0162
 AW0162.The dynamic height is computed by dividing the NAVD 88
 AW0162.geopotential number by the normal gravity value computed on the
 AW0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0162.degrees latitude (g = 980.6199 gals.).
 AW0162
 AW0162.The modeled gravity was interpolated from observed gravity values.
 AW0162
 AW0162;                    North         East    Units  Estimated Accuracy
 AW0162;SPC TXSC     - 4,194,450.      960,530.      MT  (+/- 180 meters Scaled)
 AW0162
 AW0162                          SUPERSEDED SURVEY CONTROL
 AW0162
 AW0162  NGVD 29 (12/23/87)   14.034  (m)           46.04   (f) ADJUSTED    1 1
 AW0162
 AW0162.Superseded values are not recommended for survey control.
 AW0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0162.See file dsdata.txt to determine how the superseded data were derived.
 AW0162
 AW0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN791695(NAD 83)
 AW0162_MARKER: DB = BENCH MARK DISK
 AW0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0162_SP_SET: CONCRETE POST
 AW0162_STAMPING: D 54 1918 ELEV 49.44 FT
 AW0162_MARK LOGO: CGS   
 AW0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0162+STABILITY: SURFACE MOTION
 AW0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0162+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0162
 AW0162  HISTORY     - Date     Condition        Report By
 AW0162  HISTORY     - 1918     MONUMENTED       CGS
 AW0162  HISTORY     - 1973     GOOD             NGS
 AW0162  HISTORY     - 1978     GOOD             NGS
 AW0162  HISTORY     - 1978     GOOD             NGS
 AW0162  HISTORY     - 1986     GOOD             NGS
 AW0162  HISTORY     - 1987     GOOD             USPSQD
 AW0162  HISTORY     - 1989     GOOD             USPSQD
 AW0162  HISTORY     - 1989     GOOD             USPSQD
 AW0162  HISTORY     - 1989     GOOD             USPSQD
 AW0162  HISTORY     - 1989     GOOD             USPSQD
 AW0162  HISTORY     - 20051009 GOOD             USPSQD
 AW0162
 AW0162                          STATION DESCRIPTION
 AW0162
 AW0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0162'2.0 MI S FROM PEARLAND.
 AW0162'2.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0162'THE STATION AT PEARLAND, 143.8 FEET WEST AND ACROSS THE TRACK FROM
 AW0162'MILE POST NO. 8, 45.5 FEET WEST OF THE WEST RAIL, 64.8 FEET NORTH OF A
 AW0162'12-INCH FORKED TREE, 1.4 FEET WEST OF A FENCE LINE, 0.5 FOOT SOUTH OF
 AW0162'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 AW0162'ABOVE THE GROUND, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 AW0162
 AW0162                          STATION RECOVERY (1978)
 AW0162
 AW0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0162'RECOVERED IN GOOD CONDITION.
 AW0162
 AW0162                          STATION RECOVERY (1978)
 AW0162
 AW0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0162'RECOVERED IN GOOD CONDITION.
 AW0162
 AW0162                          STATION RECOVERY (1986)
 AW0162
 AW0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0162'RECOVERED IN GOOD CONDITION.
 AW0162
 AW0162                          STATION RECOVERY (1987)
 AW0162
 AW0162'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0162'RECOVERED IN GOOD CONDITION.
 AW0162
 AW0162                          STATION RECOVERY (1989)
 AW0162
 AW0162'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0162'RECOVERED IN GOOD CONDITION.
 AW0162
 AW0162                          STATION RECOVERY (1989)
 AW0162
 AW0162'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0162'RECOVERED IN GOOD CONDITION.
 AW0162
 AW0162                          STATION RECOVERY (1989)
 AW0162
 AW0162'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0162'RECOVERED IN GOOD CONDITION.
 AW0162
 AW0162                          STATION RECOVERY (1989)
 AW0162
 AW0162'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0162'RECOVERED IN GOOD CONDITION.
 AW0162
 AW0162                          STATION RECOVERY (2005)
 AW0162
 AW0162'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0162'FOUND MARK AS DESCRIBED. CONCRETE POST IS ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1313 ***********************************************************************
 FL1313  DESIGNATION -  D 540
 FL1313  PID         -  FL1313
 FL1313  STATE/COUNTY-  TX/RANDALL
 FL1313  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1313
 FL1313                         *CURRENT SURVEY CONTROL
 FL1313  ___________________________________________________________________
 FL1313* NAD 83(1986)-  35 07 02.     (N)    101 56 16.     (W)     SCALED    
 FL1313* NAVD 88     -      1123.243  (meters)    3685.17   (feet)  ADJUSTED  
 FL1313  ___________________________________________________________________
 FL1313  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 FL1313  DYNAMIC HT  -        1121.889 (meters)    3680.73  (feet)  COMP
 FL1313  MODELED GRAV-     979,389.9   (mgal)                       NAVD 88
 FL1313
 FL1313  VERT ORDER  -  SECOND    CLASS 0
 FL1313
 FL1313.The horizontal coordinates were scaled from a topographic map and have
 FL1313.an estimated accuracy of +/- 6 seconds.
 FL1313
 FL1313.The orthometric height was determined by differential leveling
 FL1313.and adjusted by the National Geodetic Survey in June 1991..
 FL1313
 FL1313.The geoid height was determined by GEOID03.
 FL1313
 FL1313.The dynamic height is computed by dividing the NAVD 88
 FL1313.geopotential number by the normal gravity value computed on the
 FL1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1313.degrees latitude (g = 980.6199 gals.).
 FL1313
 FL1313.The modeled gravity was interpolated from observed gravity values.
 FL1313
 FL1313;                    North         East    Units  Estimated Accuracy
 FL1313;SPC TX N     - 1,124,030.      160,100.      MT  (+/- 180 meters Scaled)
 FL1313
 FL1313                          SUPERSEDED SURVEY CONTROL
 FL1313
 FL1313  NGVD 29 (??/??/92) 1122.745  (m)         3683.54   (f) ADJ UNCH    2 0
 FL1313
 FL1313.Superseded values are not recommended for survey control.
 FL1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1313.See file dsdata.txt to determine how the superseded data were derived.
 FL1313
 FL1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD322899(NAD 83)
 FL1313_MARKER: DB = BENCH MARK DISK
 FL1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1313_STAMPING: D 540 1935
 FL1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1313+STABILITY: SURFACE MOTION
 FL1313
 FL1313  HISTORY     - Date     Condition        Report By
 FL1313  HISTORY     - 1935     MONUMENTED       CGS
 FL1313  HISTORY     - 1984     GOOD             NGS
 FL1313
 FL1313                          STATION DESCRIPTION
 FL1313
 FL1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1313'5.5 MI SW FROM ZITA.
 FL1313'5.5 MILES SOUTHWEST OF ZITA, RANDALL COUNTY.  THIS BENCH MARK MAY BE
 FL1313'REACHED FROM THE STATION BY GOING ABOUT 0.8 MILE SOUTH ALONG THE
 FL1313'PANHANDLE AND SANTA FE RAILWAY, THENCE 1.4 MILES WEST ALONG A GRADED
 FL1313'ROAD TO A ROAD JUNCTION, JOG 0.1 MILE SOUTH, AND THENCE 3.I MILES
 FL1313'WEST.  IT IS 1.7 MILES WEST OF THE HOLLYWOOD SERVICE STATION, 0.4 MILE
 FL1313'EAST OF DISTRICT SCHOOL NO. 1, 135 FEET WEST OF A ROAD INTERSECTION,
 FL1313'32.5 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, AND 2.5
 FL1313'FEET SOUTH OF THE EAST-AND-WEST RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FL1313'STAMPED D 540 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL1313
 FL1313                          STATION RECOVERY (1984)
 FL1313
 FL1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1313'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0567 ***********************************************************************
 FL0567  DESIGNATION -  D 543
 FL0567  PID         -  FL0567
 FL0567  STATE/COUNTY-  TX/ROBERTS
 FL0567  USGS QUAD   -  PAMPA NE (1972)
 FL0567
 FL0567                         *CURRENT SURVEY CONTROL
 FL0567  ___________________________________________________________________
 FL0567* NAD 83(1986)-  35 41 10.     (N)    100 46 36.     (W)     SCALED    
 FL0567* NAVD 88     -       944.270  (meters)    3097.99   (feet)  ADJUSTED  
 FL0567  ___________________________________________________________________
 FL0567  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FL0567  DYNAMIC HT  -         943.223 (meters)    3094.56  (feet)  COMP
 FL0567  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 FL0567
 FL0567  VERT ORDER  -  SECOND    CLASS 0
 FL0567
 FL0567.The horizontal coordinates were scaled from a topographic map and have
 FL0567.an estimated accuracy of +/- 6 seconds.
 FL0567
 FL0567.The orthometric height was determined by differential leveling
 FL0567.and adjusted by the National Geodetic Survey in June 1991..
 FL0567
 FL0567.The geoid height was determined by GEOID03.
 FL0567
 FL0567.The dynamic height is computed by dividing the NAVD 88
 FL0567.geopotential number by the normal gravity value computed on the
 FL0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0567.degrees latitude (g = 980.6199 gals.).
 FL0567
 FL0567.The modeled gravity was interpolated from observed gravity values.
 FL0567
 FL0567;                    North         East    Units  Estimated Accuracy
 FL0567;SPC TX N     - 1,187,290.      265,470.      MT  (+/- 180 meters Scaled)
 FL0567
 FL0567                          SUPERSEDED SURVEY CONTROL
 FL0567
 FL0567  NGVD 29 (??/??/92)  943.856  (m)         3096.63   (f) ADJ UNCH    2 0
 FL0567
 FL0567.Superseded values are not recommended for survey control.
 FL0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0567.See file dsdata.txt to determine how the superseded data were derived.
 FL0567
 FL0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE392505(NAD 83)
 FL0567_MARKER: DB = BENCH MARK DISK
 FL0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0567_STAMPING: D 543 1935
 FL0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0567+STABILITY: SURFACE MOTION
 FL0567
 FL0567  HISTORY     - Date     Condition        Report By
 FL0567  HISTORY     - 1935     MONUMENTED       CGS
 FL0567  HISTORY     - 1948     GOOD             NGS
 FL0567  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0567
 FL0567                          STATION DESCRIPTION
 FL0567
 FL0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 FL0567'11.5 MI NE FROM HOOVER.
 FL0567'LN ROBERTS COUNTY, 11.5 MILES NORTHEAST OF HOOVER, GRAY COUNTY.  THIS
 FL0567'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 5.1 MILES
 FL0567'NORTH, 3.0 MILES EAST, 1.0 MILE NORTH, 2.0 MILES EAST, AND 0.4 MILE
 FL0567'NORTH ALONG GRADED ROADS, ABOUT 1,250 FEET SOUTHEAST OF A WHITE RANCH
 FL0567'HOUSE, 21.8 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 4.3 FEET
 FL0567'SOUTHEAST OF A CORNER FENCEPOST.  A STANDARD DISK, STAMPED D 543 1935
 FL0567'AND SET IN THE TOP OF A CONCRETE POST.
 FL0567
 FL0567                          STATION RECOVERY (1972)
 FL0567
 FL0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0057 ***********************************************************************
 FL0057  DESIGNATION -  D 544
 FL0057  PID         -  FL0057
 FL0057  STATE/COUNTY-  TX/HEMPHILL
 FL0057  USGS QUAD   -  CANADIAN WEST (1972)
 FL0057
 FL0057                         *CURRENT SURVEY CONTROL
 FL0057  ___________________________________________________________________
 FL0057* NAD 83(1986)-  35 56 27.     (N)    100 28 41.     (W)     SCALED    
 FL0057* NAVD 88     -       721.410  (meters)    2366.83   (feet)  ADJUSTED  
 FL0057  ___________________________________________________________________
 FL0057  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 FL0057  DYNAMIC HT  -         720.640 (meters)    2364.30  (feet)  COMP
 FL0057  MODELED GRAV-     979,542.6   (mgal)                       NAVD 88
 FL0057
 FL0057  VERT ORDER  -  SECOND    CLASS 0
 FL0057
 FL0057.The horizontal coordinates were scaled from a topographic map and have
 FL0057.an estimated accuracy of +/- 6 seconds.
 FL0057
 FL0057.The orthometric height was determined by differential leveling
 FL0057.and adjusted by the National Geodetic Survey in June 1991..
 FL0057
 FL0057.The geoid height was determined by GEOID03.
 FL0057
 FL0057.The dynamic height is computed by dividing the NAVD 88
 FL0057.geopotential number by the normal gravity value computed on the
 FL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0057.degrees latitude (g = 980.6199 gals.).
 FL0057
 FL0057.The modeled gravity was interpolated from observed gravity values.
 FL0057
 FL0057;                    North         East    Units  Estimated Accuracy
 FL0057;SPC TX N     - 1,215,790.      292,210.      MT  (+/- 180 meters Scaled)
 FL0057
 FL0057                          SUPERSEDED SURVEY CONTROL
 FL0057
 FL0057  NGVD 29 (??/??/92)  721.065  (m)         2365.69   (f) ADJ UNCH    2 0
 FL0057
 FL0057.Superseded values are not recommended for survey control.
 FL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0057.See file dsdata.txt to determine how the superseded data were derived.
 FL0057
 FL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE666783(NAD 83)
 FL0057_MARKER: DB = BENCH MARK DISK
 FL0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0057_STAMPING: D 544 1935
 FL0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0057+STABILITY: SURFACE MOTION
 FL0057
 FL0057  HISTORY     - Date     Condition        Report By
 FL0057  HISTORY     - 1935     MONUMENTED       CGS
 FL0057  HISTORY     - 1972     GOOD             NGS
 FL0057
 FL0057                          STATION DESCRIPTION
 FL0057
 FL0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0057'6.1 MI W FROM CANADIAN.
 FL0057'6.1 MILES WEST ALONG A GRADED ROAD FROM THE POST OFFICE AT CANADIAN,
 FL0057'HEMPHILL COUNTY, 3.0 MILES EAST OF THE J.B. WATERFIELD RANCH, 0.8 MILE
 FL0057'SOUTH OF CANADIAN RIVER, 0.8 MILE WEST OF A CATTLE GUARD, ON THE TOP
 FL0057'OF A SMALL HILL, 37.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND IN
 FL0057'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED D 544 1935 AND SET
 FL0057'IN THE TOP OF A CONCRETE POST.
 FL0057
 FL0057                          STATION RECOVERY (1972)
 FL0057
 FL0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FL0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0076 ***********************************************************************
 FL0076  DESIGNATION -  D 546 RESET 1958
 FL0076  PID         -  FL0076
 FL0076  STATE/COUNTY-  TX/HEMPHILL
 FL0076  USGS QUAD   -  MENDOTA (1967)
 FL0076
 FL0076                         *CURRENT SURVEY CONTROL
 FL0076  ___________________________________________________________________
 FL0076* NAD 83(1986)-  35 46 22.     (N)    100 27 41.     (W)     SCALED    
 FL0076* NAVD 88     -       864.11   (meters)    2835.0    (feet)  RESET     
 FL0076  ___________________________________________________________________
 FL0076  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 FL0076
 FL0076  VERT ORDER  -  THIRD
 FL0076
 FL0076.The horizontal coordinates were scaled from a topographic map and have
 FL0076.an estimated accuracy of +/- 6 seconds.
 FL0076
 FL0076.The orthometric height was computed from unverified reset data.
 FL0076
 FL0076.The geoid height was determined by GEOID03.
 FL0076
 FL0076;                    North         East    Units  Estimated Accuracy
 FL0076;SPC TX N     - 1,197,160.      293,910.      MT  (+/- 180 meters Scaled)
 FL0076
 FL0076                          SUPERSEDED SURVEY CONTROL
 FL0076
 FL0076.No superseded survey control is available for this station.
 FL0076
 FL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE679597(NAD 83)
 FL0076_MARKER: DB = BENCH MARK DISK
 FL0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0076_STAMPING: D 546 RESET 1958
 FL0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0076+STABILITY: SURFACE MOTION
 FL0076
 FL0076  HISTORY     - Date     Condition        Report By
 FL0076  HISTORY     - 1958     MONUMENTED       CGS
 FL0076  HISTORY     - 1966     GOOD             USGS
 FL0076
 FL0076                          STATION DESCRIPTION
 FL0076
 FL0076'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FL0076'11.9 MI NE FROM MIAMI.
 FL0076'IN HEMPHILL COUNTY, 11.9 MILES NORTHEAST ALONG US HWY 60 FROM THE POST
 FL0076'OFFICE AT MIAMI, ROBERTS COUNTY, 0.3 MILE SOUTHWEST OF A ROAD
 FL0076'INTERSECTION, ON A BROAD TOPPED HILL, 60 FEET SOUTH OF CENTERLINE, 2
 FL0076'FEET SOUTH OF RIGHT OF WAY FENCE, STANDARD DISK STAMPED D 546 RESET
 FL0076'1958 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0087 ***********************************************************************
 FL0087  DESIGNATION -  D 547
 FL0087  PID         -  FL0087
 FL0087  STATE/COUNTY-  TX/HEMPHILL
 FL0087  USGS QUAD   -  MOBEETIE (1963)
 FL0087
 FL0087                         *CURRENT SURVEY CONTROL
 FL0087  ___________________________________________________________________
 FL0087* NAD 83(1986)-  35 37 09.     (N)    100 27 03.     (W)     SCALED    
 FL0087* NAVD 88     -       873.415  (meters)    2865.53   (feet)  ADJUSTED  
 FL0087  ___________________________________________________________________
 FL0087  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FL0087  DYNAMIC HT  -         872.458 (meters)    2862.39  (feet)  COMP
 FL0087  MODELED GRAV-     979,508.4   (mgal)                       NAVD 88
 FL0087
 FL0087  VERT ORDER  -  SECOND    CLASS 0
 FL0087
 FL0087.The horizontal coordinates were scaled from a topographic map and have
 FL0087.an estimated accuracy of +/- 6 seconds.
 FL0087
 FL0087.The orthometric height was determined by differential leveling
 FL0087.and adjusted by the National Geodetic Survey in June 1991..
 FL0087
 FL0087.The geoid height was determined by GEOID03.
 FL0087
 FL0087.The dynamic height is computed by dividing the NAVD 88
 FL0087.geopotential number by the normal gravity value computed on the
 FL0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0087.degrees latitude (g = 980.6199 gals.).
 FL0087
 FL0087.The modeled gravity was interpolated from observed gravity values.
 FL0087
 FL0087;                    North         East    Units  Estimated Accuracy
 FL0087;SPC TX N     - 1,180,130.      295,040.      MT  (+/- 180 meters Scaled)
 FL0087
 FL0087                          SUPERSEDED SURVEY CONTROL
 FL0087
 FL0087  NGVD 29 (??/??/92)  873.052  (m)         2864.34   (f) ADJ UNCH    2 0
 FL0087
 FL0087.Superseded values are not recommended for survey control.
 FL0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0087.See file dsdata.txt to determine how the superseded data were derived.
 FL0087
 FL0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE686426(NAD 83)
 FL0087_MARKER: DB = BENCH MARK DISK
 FL0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0087_STAMPING: D 547 1935
 FL0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0087+STABILITY: SURFACE MOTION
 FL0087
 FL0087  HISTORY     - Date     Condition        Report By
 FL0087  HISTORY     - 1935     MONUMENTED       CGS
 FL0087  HISTORY     - 1966     GOOD             USGS
 FL0087
 FL0087                          STATION DESCRIPTION
 FL0087
 FL0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0087'9.6 MI W FROM GAGEBY.
 FL0087'TO REACH FROM GAGEBY POST OFFICE GO 2.0 MILES WEST ALONG GRADED ROAD,
 FL0087'THENCE 1.0 MILES NORTH ALONG U.S. HIGHWAY 83, THENCE 5.6 MILES WEST,
 FL0087'THENCE 1.0 MILES SOUTH, ALONG GRADED ROADS.  ABOUT 0.2 MILE WEST OF
 FL0087'CREEK, AT TOP OF HILL, AT T ROAD INTERSECTION.  54.2 FEET SOUTHWEST OF
 FL0087'CENTERLINE OF ROAD INTERSECTION, 48.5 FEET WEST OF CENTERLINE OF
 FL0087'NORTH-SOUTH ROAD, 29.8 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD, AND
 FL0087'1.2 FEET NORTH OF RIGHT OF WAY FENCE.
 FL0087
 FL0087                          STATION RECOVERY (1966)
 FL0087
 FL0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0676 ***********************************************************************
 FL0676  DESIGNATION -  D 548
 FL0676  PID         -  FL0676
 FL0676  STATE/COUNTY-  TX/GRAY
 FL0676  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL0676
 FL0676                         *CURRENT SURVEY CONTROL
 FL0676  ___________________________________________________________________
 FL0676* NAD 83(1986)-  35 31 44.     (N)    100 35 01.     (W)     SCALED    
 FL0676* NAVD 88     -       887.582  (meters)    2912.01   (feet)  ADJUSTED  
 FL0676  ___________________________________________________________________
 FL0676  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 FL0676  DYNAMIC HT  -         886.618 (meters)    2908.85  (feet)  COMP
 FL0676  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 FL0676
 FL0676  VERT ORDER  -  SECOND    CLASS 0
 FL0676
 FL0676.The horizontal coordinates were scaled from a topographic map and have
 FL0676.an estimated accuracy of +/- 6 seconds.
 FL0676
 FL0676.The orthometric height was determined by differential leveling
 FL0676.and adjusted by the National Geodetic Survey in June 1991..
 FL0676.WARNING-Repeat measurements at this control monument indicate possible
 FL0676.vertical movement.
 FL0676
 FL0676.The geoid height was determined by GEOID03.
 FL0676
 FL0676.The dynamic height is computed by dividing the NAVD 88
 FL0676.geopotential number by the normal gravity value computed on the
 FL0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0676.degrees latitude (g = 980.6199 gals.).
 FL0676
 FL0676.The modeled gravity was interpolated from observed gravity values.
 FL0676
 FL0676;                    North         East    Units  Estimated Accuracy
 FL0676;SPC TX N     - 1,170,000.      283,110.      MT  (+/- 180 meters Scaled)
 FL0676
 FL0676                          SUPERSEDED SURVEY CONTROL
 FL0676
 FL0676  NGVD 29 (??/??/92)  887.221  (m)         2910.82   (f) ADJ UNCH    2 0
 FL0676
 FL0676.Superseded values are not recommended for survey control.
 FL0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0676.See file dsdata.txt to determine how the superseded data were derived.
 FL0676
 FL0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE564328(NAD 83)
 FL0676_MARKER: DB = BENCH MARK DISK
 FL0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0676_STAMPING: D-548 1935
 FL0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0676+STABILITY: SURFACE MOTION
 FL0676
 FL0676  HISTORY     - Date     Condition        Report By
 FL0676  HISTORY     - 1935     MONUMENTED       CGS
 FL0676
 FL0676                          STATION DESCRIPTION
 FL0676
 FL0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0676'3.3 MI E FROM LAKETON.
 FL0676'ALONG AT AND SF RAILROAD BETWEEN LAKETON AND GAGEBY.  AT EAST END OF
 FL0676'CUT.  28 RAIL LENGTHS WEST OF MILE POST NO. 22.  AT T-FENCE.  81.6
 FL0676'FEET SOUTH OF SOUTH RAIL.  12.3 FEET NORTH OF RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0596 ***********************************************************************
 FL0596  DESIGNATION -  D 549
 FL0596  PID         -  FL0596
 FL0596  STATE/COUNTY-  TX/ROBERTS
 FL0596  USGS QUAD   -  MIAMI (1972)
 FL0596
 FL0596                         *CURRENT SURVEY CONTROL
 FL0596  ___________________________________________________________________
 FL0596* NAD 83(1986)-  35 40 45.     (N)    100 44 28.     (W)     SCALED    
 FL0596* NAVD 88     -       937.418  (meters)    3075.51   (feet)  ADJUSTED  
 FL0596  ___________________________________________________________________
 FL0596  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FL0596  DYNAMIC HT  -         936.381 (meters)    3072.11  (feet)  COMP
 FL0596  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 FL0596
 FL0596  VERT ORDER  -  SECOND    CLASS 0
 FL0596
 FL0596.The horizontal coordinates were scaled from a topographic map and have
 FL0596.an estimated accuracy of +/- 6 seconds.
 FL0596
 FL0596.The orthometric height was determined by differential leveling
 FL0596.and adjusted by the National Geodetic Survey in June 1991..
 FL0596
 FL0596.The geoid height was determined by GEOID03.
 FL0596
 FL0596.The dynamic height is computed by dividing the NAVD 88
 FL0596.geopotential number by the normal gravity value computed on the
 FL0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0596.degrees latitude (g = 980.6199 gals.).
 FL0596
 FL0596.The modeled gravity was interpolated from observed gravity values.
 FL0596
 FL0596;                    North         East    Units  Estimated Accuracy
 FL0596;SPC TX N     - 1,186,550.      268,690.      MT  (+/- 180 meters Scaled)
 FL0596
 FL0596                          SUPERSEDED SURVEY CONTROL
 FL0596
 FL0596  NGVD 29 (??/??/92)  937.007  (m)         3074.16   (f) ADJ UNCH    2 0
 FL0596
 FL0596.Superseded values are not recommended for survey control.
 FL0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0596.See file dsdata.txt to determine how the superseded data were derived.
 FL0596
 FL0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE424497(NAD 83)
 FL0596_MARKER: DB = BENCH MARK DISK
 FL0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0596_STAMPING: D 549 1935
 FL0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0596+STABILITY: SURFACE MOTION
 FL0596
 FL0596  HISTORY     - Date     Condition        Report By
 FL0596  HISTORY     - 1935     MONUMENTED       CGS
 FL0596
 FL0596                          STATION DESCRIPTION
 FL0596
 FL0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0596'0.5 MI W FROM CODMAN.
 FL0596'0.5 MILE WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE GRAIN
 FL0596'ELEVATOR AT CODMAN, THENCE 2.7 MILES NORTH ALONG A TRAIL AND A GRADED
 FL0596'ROAD.  AT A ROAD INTERSECTION, 51 FEET SOUTH OF THE CENTERLINE OF THE
 FL0596'EAST-AND-WEST ROAD, 35.5 FEET EAST OF THE CENTERLINE OF
 FL0596'NORTH-AND-SOUTH ROAD, AND 2-1/2 FEET LOWER THAN THE ROAD.  A STANDARD
 FL0596'DISK, STAMPED D 549 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0919 ***********************************************************************
 FL0919  DESIGNATION -  D 551
 FL0919  PID         -  FL0919
 FL0919  STATE/COUNTY-  TX/CARSON
 FL0919  USGS QUAD   -  WHITE DEER SW (1966)
 FL0919
 FL0919                         *CURRENT SURVEY CONTROL
 FL0919  ___________________________________________________________________
 FL0919* NAD 83(1986)-  35 17 40.     (N)    101 10 07.     (W)     SCALED    
 FL0919* NAVD 88     -      1016.218  (meters)    3334.04   (feet)  ADJUSTED  
 FL0919  ___________________________________________________________________
 FL0919  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL0919  DYNAMIC HT  -        1015.045 (meters)    3330.19  (feet)  COMP
 FL0919  MODELED GRAV-     979,444.6   (mgal)                       NAVD 88
 FL0919
 FL0919  VERT ORDER  -  SECOND    CLASS 0
 FL0919
 FL0919.The horizontal coordinates were scaled from a topographic map and have
 FL0919.an estimated accuracy of +/- 6 seconds.
 FL0919
 FL0919.The orthometric height was determined by differential leveling
 FL0919.and adjusted by the National Geodetic Survey in June 1991..
 FL0919
 FL0919.The geoid height was determined by GEOID03.
 FL0919
 FL0919.The dynamic height is computed by dividing the NAVD 88
 FL0919.geopotential number by the normal gravity value computed on the
 FL0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0919.degrees latitude (g = 980.6199 gals.).
 FL0919
 FL0919.The modeled gravity was interpolated from observed gravity values.
 FL0919
 FL0919;                    North         East    Units  Estimated Accuracy
 FL0919;SPC TX N     - 1,143,650.      230,140.      MT  (+/- 180 meters Scaled)
 FL0919
 FL0919                          SUPERSEDED SURVEY CONTROL
 FL0919
 FL0919  NGVD 29 (??/??/92) 1015.754  (m)         3332.52   (f) ADJ UNCH    2 0
 FL0919
 FL0919.Superseded values are not recommended for survey control.
 FL0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0919.See file dsdata.txt to determine how the superseded data were derived.
 FL0919
 FL0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE028078(NAD 83)
 FL0919_MARKER: DB = BENCH MARK DISK
 FL0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0919_STAMPING: D 551 1935
 FL0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0919+STABILITY: SURFACE MOTION
 FL0919
 FL0919  HISTORY     - Date     Condition        Report By
 FL0919  HISTORY     - 1935     MONUMENTED       CGS
 FL0919  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0919
 FL0919                          STATION DESCRIPTION
 FL0919
 FL0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0919'9.0 MI NW FROM GROOM.
 FL0919'3.4 MILES WEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT GROOM,
 FL0919'CARSON COUNTY, 5.6 MILES NORTH ALONG A GRADED ROAD, 0.5 MILE SOUTH OF
 FL0919'THE L. D. HARRIS RANCH HOUSE, 0.2 MILE SOUTH OF A ROAD INTERSECTION
 FL0919'AND 37.2 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD.  A
 FL0919'STANDARD DISK, STAMPED D 551 1935 AND SET IN THE TOP OF A CONCRETE
 FL0919'POST.
 FL0919
 FL0919                          STATION RECOVERY (1966)
 FL0919
 FL0919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0953 ***********************************************************************
 FL0953  DESIGNATION -  D 552
 FL0953  PID         -  FL0953
 FL0953  STATE/COUNTY-  TX/CARSON
 FL0953  USGS QUAD   -  WHITE DEER SW (1966)
 FL0953
 FL0953                         *CURRENT SURVEY CONTROL
 FL0953  ___________________________________________________________________
 FL0953* NAD 83(1986)-  35 17 56.     (N)    101 07 48.     (W)     SCALED    
 FL0953* NAVD 88     -      1006.141  (meters)    3300.98   (feet)  ADJUSTED  
 FL0953  ___________________________________________________________________
 FL0953  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL0953  DYNAMIC HT  -        1004.984 (meters)    3297.18  (feet)  COMP
 FL0953  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 FL0953
 FL0953  VERT ORDER  -  SECOND    CLASS 0
 FL0953
 FL0953.The horizontal coordinates were scaled from a topographic map and have
 FL0953.an estimated accuracy of +/- 6 seconds.
 FL0953
 FL0953.The orthometric height was determined by differential leveling
 FL0953.and adjusted by the National Geodetic Survey in June 1991..
 FL0953
 FL0953.The geoid height was determined by GEOID03.
 FL0953
 FL0953.The dynamic height is computed by dividing the NAVD 88
 FL0953.geopotential number by the normal gravity value computed on the
 FL0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0953.degrees latitude (g = 980.6199 gals.).
 FL0953
 FL0953.The modeled gravity was interpolated from observed gravity values.
 FL0953
 FL0953;                    North         East    Units  Estimated Accuracy
 FL0953;SPC TX N     - 1,144,160.      233,650.      MT  (+/- 180 meters Scaled)
 FL0953
 FL0953                          SUPERSEDED SURVEY CONTROL
 FL0953
 FL0953  NGVD 29 (??/??/92) 1005.68   (m)         3299.5    (f) COMPUTED    2 0
 FL0953
 FL0953.Superseded values are not recommended for survey control.
 FL0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0953.See file dsdata.txt to determine how the superseded data were derived.
 FL0953
 FL0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE063082(NAD 83)
 FL0953_MARKER: DB = BENCH MARK DISK
 FL0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0953_STAMPING: D 552 1935
 FL0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0953+STABILITY: SURFACE MOTION
 FL0953
 FL0953  HISTORY     - Date     Condition        Report By
 FL0953  HISTORY     - 1935     MONUMENTED       CGS
 FL0953
 FL0953                          STATION DESCRIPTION
 FL0953
 FL0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0953'8.8 MI S FROM WHITE DEER.
 FL0953'8.8 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT WHITE
 FL0953'DEER, CARSON COUNTY, 2.0 MILES EAST.  39 YARDS SOUTHWEST OF THE
 FL0953'SOUTHWEST CORNER OF AN UNPAINTED FARMHOUSE, 42.5 FEET NORTH OF THE
 FL0953'CENTERLINE OF THE ROAD, 10.5 FEET NORTH OF A FENCE CORNER, AND 2 FEET
 FL0953'EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED D 552
 FL0953'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0994 ***********************************************************************
 FL0994  DESIGNATION -  D 553
 FL0994  PID         -  FL0994
 FL0994  STATE/COUNTY-  TX/CARSON
 FL0994  USGS QUAD   -  WHITE DEER (1965)
 FL0994
 FL0994                         *CURRENT SURVEY CONTROL
 FL0994  ___________________________________________________________________
 FL0994* NAD 83(1986)-  35 25 58.     (N)    101 10 48.     (W)     SCALED    
 FL0994* NAVD 88     -      1027.332  (meters)    3370.51   (feet)  ADJUSTED  
 FL0994  ___________________________________________________________________
 FL0994  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL0994  DYNAMIC HT  -        1026.168 (meters)    3366.69  (feet)  COMP
 FL0994  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 FL0994
 FL0994  VERT ORDER  -  SECOND    CLASS 0
 FL0994
 FL0994.The horizontal coordinates were scaled from a topographic map and have
 FL0994.an estimated accuracy of +/- 6 seconds.
 FL0994
 FL0994.The orthometric height was determined by differential leveling
 FL0994.and adjusted by the National Geodetic Survey in June 1991..
 FL0994
 FL0994.The geoid height was determined by GEOID03.
 FL0994
 FL0994.The dynamic height is computed by dividing the NAVD 88
 FL0994.geopotential number by the normal gravity value computed on the
 FL0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0994.degrees latitude (g = 980.6199 gals.).
 FL0994
 FL0994.The modeled gravity was interpolated from observed gravity values.
 FL0994
 FL0994;                    North         East    Units  Estimated Accuracy
 FL0994;SPC TX N     - 1,159,000.      229,060.      MT  (+/- 180 meters Scaled)
 FL0994
 FL0994                          SUPERSEDED SURVEY CONTROL
 FL0994
 FL0994  NGVD 29 (??/??/92) 1026.88   (m)         3369.0    (f) COMPUTED    2 0
 FL0994
 FL0994.Superseded values are not recommended for survey control.
 FL0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0994.See file dsdata.txt to determine how the superseded data were derived.
 FL0994
 FL0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE021232(NAD 83)
 FL0994_MARKER: DB = BENCH MARK DISK
 FL0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0994_STAMPING: D 553 1935
 FL0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0994+STABILITY: SURFACE MOTION
 FL0994
 FL0994  HISTORY     - Date     Condition        Report By
 FL0994  HISTORY     - 1935     MONUMENTED       CGS
 FL0994  HISTORY     - 1959     MARK NOT FOUND   NGS
 FL0994
 FL0994                          STATION DESCRIPTION
 FL0994
 FL0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FL0994'0.3 MI SW FROM WHITE DEER.
 FL0994'ALONG THE AT AND SF RAILROAD BETWEEN WHITE DEER AND PANHANDLE, AT
 FL0994'JUNCTION WITH AT AND SF TRACK GOING TO SKELLEYTOWN, IN SOUTH END OF Y
 FL0994'FORMED BY TRACKS.  151.2 FEET SOUTHWEST OF SOUTHWEST RAIL OF BRANCH
 FL0994'LINE TRACK, 76.7 FEET NORTH OF NORTH RAIL OF WEST BOUND TRACK (MAIN
 FL0994'LINE), AND 26.6 FEET NORTH OF TELEPHONE POLE.  NOTE-- THE MEASUREMENTS
 FL0994'GIVEN PLACE IT IN THE AREA OF A PIPE-LINE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0719 ***********************************************************************
 BY0719  DESIGNATION -  D 556
 BY0719  PID         -  BY0719
 BY0719  STATE/COUNTY-  TX/ANGELINA
 BY0719  USGS QUAD   -  KELTYS (1980)
 BY0719
 BY0719                         *CURRENT SURVEY CONTROL
 BY0719  ___________________________________________________________________
 BY0719* NAD 83(1986)-  31 19 01.     (N)    094 50 46.     (W)     SCALED    
 BY0719* NAVD 88     -        91.06   (+/-2cm)     298.8    (feet)  VERTCON   
 BY0719  ___________________________________________________________________
 BY0719  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY0719
 BY0719  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0719
 BY0719.The horizontal coordinates were scaled from a topographic map and have
 BY0719.an estimated accuracy of +/- 6 seconds.
 BY0719
 BY0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0719.The vertical order pertains to the NGVD 29 superseded value.
 BY0719
 BY0719.The geoid height was determined by GEOID03.
 BY0719
 BY0719;                    North         East    Units  Estimated Accuracy
 BY0719;SPC TX C     - 3,195,820.    1,222,050.      MT  (+/- 180 meters Scaled)
 BY0719
 BY0719                          SUPERSEDED SURVEY CONTROL
 BY0719
 BY0719  NGVD 29 (??/??/92)   91.103  (m)          298.89   (f) ADJ UNCH    2 0
 BY0719
 BY0719.Superseded values are not recommended for survey control.
 BY0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0719.See file dsdata.txt to determine how the superseded data were derived.
 BY0719
 BY0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ243662(NAD 83)
 BY0719_MARKER: DB = BENCH MARK DISK
 BY0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0719_STAMPING: D 556 1947
 BY0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0719+STABILITY: SURFACE MOTION
 BY0719
 BY0719  HISTORY     - Date     Condition        Report By
 BY0719  HISTORY     - 1947     MONUMENTED       CGS
 BY0719  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0719
 BY0719                          STATION DESCRIPTION
 BY0719
 BY0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0719'8.6 MI W FROM LUFKIN.
 BY0719'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0719'THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE SOUTHWEST 7.4
 BY0719'MILES ALONG STATE HIGHWAY NO.94, THENCE NORTH 0.8 MILE ALONG A GRADED
 BY0719'DIRT ROAD, AT A ROAD JUNCTION, 48.0 FEET SOUTH OF THE CENTER LINE OF
 BY0719'THE EAST-WEST ROAD, 28.0 FEET EAST OF THE CENTER LINE OF THE ROAD
 BY0719'LEADING SOUTH, ABOUT 215 FEET WEST OF A FARMHOUSE, 12.5 FEET EAST OF A
 BY0719'FENCE CORNER, 1.0 FOOT NORTH OF A FENCE, 1.5 FEET WEST OF A 4 X 4 IN.
 BY0719'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY0719'0.4 FOOT ABOVE THE GROUND.
 BY0719
 BY0719                          STATION RECOVERY (1998)
 BY0719
 BY0719'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0680 ***********************************************************************
 BY0680  DESIGNATION -  D 557
 BY0680  PID         -  BY0680
 BY0680  STATE/COUNTY-  TX/ANGELINA
 BY0680  USGS QUAD   -  WELLS (1980)
 BY0680
 BY0680                         *CURRENT SURVEY CONTROL
 BY0680  ___________________________________________________________________
 BY0680* NAD 83(1986)-  31 25 13.     (N)    094 54 37.     (W)     SCALED    
 BY0680* NAVD 88     -        73.80   (+/-2cm)     242.1    (feet)  VERTCON   
 BY0680  ___________________________________________________________________
 BY0680  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY0680
 BY0680  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0680
 BY0680.The horizontal coordinates were scaled from a topographic map and have
 BY0680.an estimated accuracy of +/- 6 seconds.
 BY0680
 BY0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0680.The vertical order pertains to the NGVD 29 superseded value.
 BY0680
 BY0680.The geoid height was determined by GEOID03.
 BY0680
 BY0680;                    North         East    Units  Estimated Accuracy
 BY0680;SPC TX C     - 3,206,960.    1,215,390.      MT  (+/- 180 meters Scaled)
 BY0680
 BY0680                          SUPERSEDED SURVEY CONTROL
 BY0680
 BY0680  NGVD 29 (??/??/92)   73.852  (m)          242.30   (f) ADJ UNCH    2 0
 BY0680
 BY0680.Superseded values are not recommended for survey control.
 BY0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0680.See file dsdata.txt to determine how the superseded data were derived.
 BY0680
 BY0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ184777(NAD 83)
 BY0680_MARKER: DB = BENCH MARK DISK
 BY0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0680_STAMPING: D 557 1947
 BY0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0680+STABILITY: SURFACE MOTION
 BY0680
 BY0680  HISTORY     - Date     Condition        Report By
 BY0680  HISTORY     - 1947     MONUMENTED       CGS
 BY0680
 BY0680                          STATION DESCRIPTION
 BY0680
 BY0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0680'3.0 MI SW FROM POLLOCK.
 BY0680'3.0 MILES SOUTHWEST ALONG FARM HIGHWAY NO.327 FROM THE POST OFFICE AT
 BY0680'POLLOCK, 96.7 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A 45 INCH
 BY0680'OAK TREE, 52.7 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL FRAME
 BY0680'HOUSE, 41.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 BY0680'HIGHWAY, 16.6 FEET EAST OF THE EAST END OF A BOARD GATE, 60.4 FEET
 BY0680'WEST OF THE NORTHWEST CORNER OF A BOARD CORRAL, 1.0 FOOT NORTH OF A
 BY0680'FENCE, 1.5 FEET WEST OF A 4 X 4 IN. WITNESS POST, SET IN THE TOP OF A
 BY0680'CONCRETE POST WHICH PROJECTS ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1606 ***********************************************************************
 BY1606  DESIGNATION -  D 558
 BY1606  PID         -  BY1606
 BY1606  STATE/COUNTY-  TX/TRINITY
 BY1606  USGS QUAD   -  CRECY (1963)
 BY1606
 BY1606                         *CURRENT SURVEY CONTROL
 BY1606  ___________________________________________________________________
 BY1606* NAD 83(1986)-  31 12 28.     (N)    095 00 32.     (W)     SCALED    
 BY1606* NAVD 88     -       106.14   (+/-2cm)     348.2    (feet)  VERTCON   
 BY1606  ___________________________________________________________________
 BY1606  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BY1606
 BY1606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1606
 BY1606.The horizontal coordinates were scaled from a topographic map and have
 BY1606.an estimated accuracy of +/- 6 seconds.
 BY1606
 BY1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1606.The vertical order pertains to the NGVD 29 superseded value.
 BY1606
 BY1606.The geoid height was determined by GEOID03.
 BY1606
 BY1606;                    North         East    Units  Estimated Accuracy
 BY1606;SPC TX C     - 3,182,980.    1,207,150.      MT  (+/- 180 meters Scaled)
 BY1606
 BY1606                          SUPERSEDED SURVEY CONTROL
 BY1606
 BY1606  NGVD 29 (??/??/92)  106.165  (m)          348.31   (f) ADJ UNCH    2 0
 BY1606
 BY1606.Superseded values are not recommended for survey control.
 BY1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1606.See file dsdata.txt to determine how the superseded data were derived.
 BY1606
 BY1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ086543(NAD 83)
 BY1606_MARKER: DB = BENCH MARK DISK
 BY1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1606_STAMPING: D 558 1948
 BY1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1606+STABILITY: SURFACE MOTION
 BY1606
 BY1606  HISTORY     - Date     Condition        Report By
 BY1606  HISTORY     - 1948     MONUMENTED       CGS
 BY1606
 BY1606                          STATION DESCRIPTION
 BY1606
 BY1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1606'2.75 MI SW FROM APPLE SPRINGS.
 BY1606'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY1606'LODGE AT APPLE SPRINGS, 103.3 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY1606'HIGHWAY, 99.2 FEET WEST OF A FENCE CORNER, 65.5 FEET EAST OF THE EAST
 BY1606'CORNER OF A FARMHOUSE, 33.4 FEET SOUTH OF A 10-INCH PINE TREE, 29.7
 BY1606'FEET EAST OF THE EAST CORNER OF A PICKET FENCE SURROUNDING A
 BY1606'FARMHOUSE, 1.7 FEET WEST OF A REFERENCE POST, 1.6 FEET SOUTH OF A
 BY1606'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 BY1606'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0614 ***********************************************************************
 BL0614  DESIGNATION -  D 559
 BL0614  PID         -  BL0614
 BL0614  STATE/COUNTY-  TX/POLK
 BL0614  USGS QUAD   -  CARMONA (1984)
 BL0614
 BL0614                         *CURRENT SURVEY CONTROL
 BL0614  ___________________________________________________________________
 BL0614* NAD 83(1986)-  30 57 04.     (N)    094 57 16.     (W)     SCALED    
 BL0614* NAVD 88     -       112.92   (+/-2cm)     370.5    (feet)  VERTCON   
 BL0614  ___________________________________________________________________
 BL0614  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL0614
 BL0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0614
 BL0614.The horizontal coordinates were scaled from a topographic map and have
 BL0614.an estimated accuracy of +/- 6 seconds.
 BL0614
 BL0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0614.The vertical order pertains to the NGVD 29 superseded value.
 BL0614
 BL0614.The geoid height was determined by GEOID03.
 BL0614
 BL0614;                    North         East    Units  Estimated Accuracy
 BL0614;SPC TX C     - 3,154,810.    1,213,710.      MT  (+/- 180 meters Scaled)
 BL0614
 BL0614                          SUPERSEDED SURVEY CONTROL
 BL0614
 BL0614  NGVD 29 (??/??/92)  112.933  (m)          370.51   (f) ADJ UNCH    2 0
 BL0614
 BL0614.Superseded values are not recommended for survey control.
 BL0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0614.See file dsdata.txt to determine how the superseded data were derived.
 BL0614
 BL0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ133258(NAD 83)
 BL0614_MARKER: DB = BENCH MARK DISK
 BL0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0614_STAMPING: D 559 1948
 BL0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0614+STABILITY: SURFACE MOTION
 BL0614
 BL0614  HISTORY     - Date     Condition        Report By
 BL0614  HISTORY     - 1948     MONUMENTED       CGS
 BL0614
 BL0614                          STATION DESCRIPTION
 BL0614
 BL0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0614'3.95 MI S FROM CARMONA.
 BL0614'3.95 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0614'CARMONA, AT A ROAD JUNCTION, 153.0 FEET SOUTHWEST OF THE CENTER LINE
 BL0614'OF A NORTHWEST-SOUTHEAST ROAD, 27.0 FEET NORTH OF THE CENTER LINE OF A
 BL0614'ROAD LEADING WEST, 19.8 FEET NORTH OF THE NORTH END OF A WOODEN GATE
 BL0614'THAT EXTENDS ACROSS THE ROAD, 1.4 FEET SOUTH OF A REFERENCE POST, 1.0
 BL0614'FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BL0614'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1551 ***********************************************************************
 BY1551  DESIGNATION -  D 560
 BY1551  PID         -  BY1551
 BY1551  STATE/COUNTY-  TX/TRINITY
 BY1551  USGS QUAD   -  PENNINGTON (1963)
 BY1551
 BY1551                         *CURRENT SURVEY CONTROL
 BY1551  ___________________________________________________________________
 BY1551* NAD 83(1986)-  31 07 55.     (N)    095 12 03.     (W)     SCALED    
 BY1551* NAVD 88     -        97.84   (+/-2cm)     321.0    (feet)  VERTCON   
 BY1551  ___________________________________________________________________
 BY1551  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BY1551
 BY1551  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1551
 BY1551.The horizontal coordinates were scaled from a topographic map and have
 BY1551.an estimated accuracy of +/- 6 seconds.
 BY1551
 BY1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1551.The vertical order pertains to the NGVD 29 superseded value.
 BY1551
 BY1551.The geoid height was determined by GEOID03.
 BY1551
 BY1551;                    North         East    Units  Estimated Accuracy
 BY1551;SPC TX C     - 3,173,720.    1,189,270.      MT  (+/- 180 meters Scaled)
 BY1551
 BY1551                          SUPERSEDED SURVEY CONTROL
 BY1551
 BY1551  NGVD 29 (??/??/92)   97.851  (m)          321.03   (f) ADJ UNCH    2 0
 BY1551
 BY1551.Superseded values are not recommended for survey control.
 BY1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1551.See file dsdata.txt to determine how the superseded data were derived.
 BY1551
 BY1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ901463(NAD 83)
 BY1551_MARKER: DB = BENCH MARK DISK
 BY1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1551_STAMPING: D 560 1948
 BY1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1551+STABILITY: SURFACE MOTION
 BY1551
 BY1551  HISTORY     - Date     Condition        Report By
 BY1551  HISTORY     - 1948     MONUMENTED       CGS
 BY1551  HISTORY     - 20060406 MARK NOT FOUND   USPSQD
 BY1551
 BY1551                          STATION DESCRIPTION
 BY1551
 BY1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1551'7.35 MI NW FROM GROVETON.
 BY1551'7.35 MILES NORTHWEST ALONG U. S. HIGHWAY 287 FROM THE COURTHOUSE AT
 BY1551'GROVETON, 50 YARDS (PACED) SOUTH OF THE SOUTH EDGE OF A SMALL STOCK
 BY1551'POND, 40.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 28.2 FEET
 BY1551'SOUTHEAST OF THE SOUTHEAST END OF A WOODEN GATE, 16.5 FEET SOUTHEAST
 BY1551'OF A 22-INCH OAK TREE, 1.8 FEET NORTHWEST OF A REFERENCE POST, 0.7
 BY1551'FOOT SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BY1551'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1551
 BY1551                          STATION RECOVERY (2006)
 BY1551
 BY1551'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BY1551'40 FEET FROM CENTERLINE OF ROAD IS IN THE SLOPE OF THE NEW DITCH.  ROW
 BY1551'IS NOW 60 FEET EACH SIDE OF THE CENTERLINE OF THE ROAD.  MARK PROBABLY
 BY1551'DESTROYED WHEN HIGHWAY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1297 ***********************************************************************
 FL1297  DESIGNATION -  D 562
 FL1297  PID         -  FL1297
 FL1297  STATE/COUNTY-  TX/RANDALL
 FL1297  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1297
 FL1297                         *CURRENT SURVEY CONTROL
 FL1297  ___________________________________________________________________
 FL1297* NAD 83(1986)-  35 03 11.     (N)    101 56 09.     (W)     SCALED    
 FL1297* NAVD 88     -      1114.256  (meters)    3655.69   (feet)  ADJUSTED  
 FL1297  ___________________________________________________________________
 FL1297  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FL1297  DYNAMIC HT  -        1112.909 (meters)    3651.27  (feet)  COMP
 FL1297  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 FL1297
 FL1297  VERT ORDER  -  SECOND    CLASS 0
 FL1297
 FL1297.The horizontal coordinates were scaled from a topographic map and have
 FL1297.an estimated accuracy of +/- 6 seconds.
 FL1297
 FL1297.The orthometric height was determined by differential leveling
 FL1297.and adjusted by the National Geodetic Survey in June 1991..
 FL1297
 FL1297.The geoid height was determined by GEOID03.
 FL1297
 FL1297.The dynamic height is computed by dividing the NAVD 88
 FL1297.geopotential number by the normal gravity value computed on the
 FL1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1297.degrees latitude (g = 980.6199 gals.).
 FL1297
 FL1297.The modeled gravity was interpolated from observed gravity values.
 FL1297
 FL1297;                    North         East    Units  Estimated Accuracy
 FL1297;SPC TX N     - 1,116,910.      160,240.      MT  (+/- 180 meters Scaled)
 FL1297
 FL1297                          SUPERSEDED SURVEY CONTROL
 FL1297
 FL1297  NGVD 29 (??/??/92) 1113.777  (m)         3654.12   (f) ADJ UNCH    2 0
 FL1297
 FL1297.Superseded values are not recommended for survey control.
 FL1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1297.See file dsdata.txt to determine how the superseded data were derived.
 FL1297
 FL1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD322828(NAD 83)
 FL1297_MARKER: DB = BENCH MARK DISK
 FL1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1297_STAMPING: D 562 1935
 FL1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1297+STABILITY: SURFACE MOTION
 FL1297
 FL1297  HISTORY     - Date     Condition        Report By
 FL1297  HISTORY     - 1935     MONUMENTED       CGS
 FL1297  HISTORY     - 1959     MARK NOT FOUND   NGS
 FL1297  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1297
 FL1297                          STATION DESCRIPTION
 FL1297
 FL1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FL1297'4.9 MI N FROM CANYON.
 FL1297'4.9 MILES NORTH ALONG THE SONCY ROAD FROM THE PANHANDLE AND SANTA FE
 FL1297'RAILWAY STATION AT CANYON, RANDALL COUNTY, 1.0 MILE WEST OF A SMALL
 FL1297'RANCH HOUSE IN A SMALL GROVE OF TREES, AT THE NORTHWEST CORNER OF
 FL1297'HAMMOND RANCH, 48 FEET EAST OF THE CENTERLINE OF THE ROAD, 14 FEET
 FL1297'EAST OF A FENCE CORNER, 2.7 FEET NORTH OF THE EAST-AND-WEST FENCE, AND
 FL1297'SET IN THE TOP OF A CONCRETE POST.  NOTE-- CLOSE LAND MARKS NO LONGER
 FL1297'PRESENT.
 FL1297
 FL1297                          STATION RECOVERY (1984)
 FL1297
 FL1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1268 ***********************************************************************
 FL1268  DESIGNATION -  D 563
 FL1268  PID         -  FL1268
 FL1268  STATE/COUNTY-  TX/ARMSTRONG
 FL1268  USGS QUAD   -  FAIRVIEW (1973)
 FL1268
 FL1268                         *CURRENT SURVEY CONTROL
 FL1268  ___________________________________________________________________
 FL1268* NAD 83(1986)-  35 07 04.     (N)    101 36 48.     (W)     SCALED    
 FL1268* NAVD 88     -      1076.903  (meters)    3533.14   (feet)  ADJUSTED  
 FL1268  ___________________________________________________________________
 FL1268  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL1268  DYNAMIC HT  -        1075.617 (meters)    3528.92  (feet)  COMP
 FL1268  MODELED GRAV-     979,403.5   (mgal)                       NAVD 88
 FL1268
 FL1268  VERT ORDER  -  SECOND    CLASS 0
 FL1268
 FL1268.The horizontal coordinates were scaled from a topographic map and have
 FL1268.an estimated accuracy of +/- 6 seconds.
 FL1268
 FL1268.The orthometric height was determined by differential leveling
 FL1268.and adjusted by the National Geodetic Survey in June 1991..
 FL1268
 FL1268.The geoid height was determined by GEOID03.
 FL1268
 FL1268.The dynamic height is computed by dividing the NAVD 88
 FL1268.geopotential number by the normal gravity value computed on the
 FL1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1268.degrees latitude (g = 980.6199 gals.).
 FL1268
 FL1268.The modeled gravity was interpolated from observed gravity values.
 FL1268
 FL1268;                    North         East    Units  Estimated Accuracy
 FL1268;SPC TX N     - 1,124,010.      189,670.      MT  (+/- 180 meters Scaled)
 FL1268
 FL1268                          SUPERSEDED SURVEY CONTROL
 FL1268
 FL1268  NGVD 29 (??/??/92) 1076.406  (m)         3531.51   (f) ADJ UNCH    2 0
 FL1268
 FL1268.Superseded values are not recommended for survey control.
 FL1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1268.See file dsdata.txt to determine how the superseded data were derived.
 FL1268
 FL1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD618892(NAD 83)
 FL1268_MARKER: DB = BENCH MARK DISK
 FL1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1268_STAMPING: D 563 1935
 FL1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1268+STABILITY: SURFACE MOTION
 FL1268
 FL1268  HISTORY     - Date     Condition        Report By
 FL1268  HISTORY     - 1935     MONUMENTED       CGS
 FL1268  HISTORY     - 1943     POOR             NGS
 FL1268
 FL1268                          STATION DESCRIPTION
 FL1268
 FL1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1268'6.7 MI SW FROM WASHBURN.
 FL1268'2.3 MILES WEST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 FL1268'WASHBURN, ARMSTRONG COUNTY, THENCE 4.4 MILES SOUTH ALONG A GRADED
 FL1268'ROAD.  1.1 MILES SOUTH OF A LARGE POND WITH A ROAD ON THE WEST BANK,
 FL1268'NEAR THE JUNCTION OF AN EAST-AND-WEST FENCE AND THE WEST RIGHT-OF-WAY
 FL1268'FENCE, 41 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 1.3 FEET EAST
 FL1268'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 563 1935 AND
 FL1268'SET IN THE TOP OF A CONCRETE POST.  NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1165 ***********************************************************************
 AY1165  DESIGNATION -  D 564
 AY1165  PID         -  AY1165
 AY1165  STATE/COUNTY-  TX/BANDERA
 AY1165  USGS QUAD   -  TARPLEY PASS (1964)
 AY1165
 AY1165                         *CURRENT SURVEY CONTROL
 AY1165  ___________________________________________________________________
 AY1165* NAD 83(1986)-  29 42 24.     (N)    099 09 34.     (W)     SCALED    
 AY1165* NAVD 88     -       461.897  (meters)    1515.41   (feet)  ADJUSTED  
 AY1165  ___________________________________________________________________
 AY1165  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AY1165  DYNAMIC HT  -         461.226 (meters)    1513.21  (feet)  COMP
 AY1165  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 AY1165
 AY1165  VERT ORDER  -  SECOND    CLASS 0
 AY1165
 AY1165.The horizontal coordinates were scaled from a topographic map and have
 AY1165.an estimated accuracy of +/- 6 seconds.
 AY1165
 AY1165.The orthometric height was determined by differential leveling
 AY1165.and adjusted by the National Geodetic Survey in June 1991..
 AY1165
 AY1165.The geoid height was determined by GEOID03.
 AY1165
 AY1165.The dynamic height is computed by dividing the NAVD 88
 AY1165.geopotential number by the normal gravity value computed on the
 AY1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1165.degrees latitude (g = 980.6199 gals.).
 AY1165
 AY1165.The modeled gravity was interpolated from observed gravity values.
 AY1165
 AY1165;                    North         East    Units  Estimated Accuracy
 AY1165;SPC TXSC     - 4,207,630.      584,570.      MT  (+/- 180 meters Scaled)
 AY1165
 AY1165                          SUPERSEDED SURVEY CONTROL
 AY1165
 AY1165  NGVD 29 (??/??/92)  461.773  (m)         1515.00   (f) ADJ UNCH    2 0
 AY1165
 AY1165.Superseded values are not recommended for survey control.
 AY1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1165.See file dsdata.txt to determine how the superseded data were derived.
 AY1165
 AY1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT845862(NAD 83)
 AY1165_MARKER: DB = BENCH MARK DISK
 AY1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1165_STAMPING: D 564 1953
 AY1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1165+STABILITY: SURFACE MOTION
 AY1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1165+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AY1165
 AY1165  HISTORY     - Date     Condition        Report By
 AY1165  HISTORY     - 1953     MONUMENTED       CGS
 AY1165  HISTORY     - 1963     GOOD             USGS
 AY1165  HISTORY     - 19931201 GOOD             USPSQD
 AY1165  HISTORY     - 20050809 GOOD             USPSQD
 AY1165
 AY1165                          STATION DESCRIPTION
 AY1165
 AY1165'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AY1165'5.8 MI SW FROM BANDERA.
 AY1165'2.2 MILES WEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT BANDERA,
 AY1165'THENCE 3.6 MILES SOUTHWEST ALONG FARM ROAD 470, 0.1 MILE NORTHEAST OF
 AY1165'THE SUMMIT OF A HILL, 135 FEET NORTHEAST OF THE CENTER OF A GATE, 55
 AY1165'FEET SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD, 1.6 FEET NORTHWEST
 AY1165'OF A FENCE SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 AY1165'ABOVE GROUND.
 AY1165
 AY1165                          STATION RECOVERY (1993)
 AY1165
 AY1165'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1165'RECOVERED IN GOOD CONDITION.
 AY1165
 AY1165                          STATION RECOVERY (2005)
 AY1165
 AY1165'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0448 ***********************************************************************
 EN0448  DESIGNATION -  D 567
 EN0448  PID         -  EN0448
 EN0448  STATE/COUNTY-  TX/RANDALL
 EN0448  USGS QUAD   -  OGG (1984)
 EN0448
 EN0448                         *CURRENT SURVEY CONTROL
 EN0448  ___________________________________________________________________
 EN0448* NAD 83(1986)-  34 46 45.     (N)    101 57 51.     (W)     SCALED    
 EN0448* NAVD 88     -      1132.963  (meters)    3717.06   (feet)  ADJUSTED  
 EN0448  ___________________________________________________________________
 EN0448  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 EN0448  DYNAMIC HT  -        1131.550 (meters)    3712.43  (feet)  COMP
 EN0448  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 EN0448
 EN0448  VERT ORDER  -  SECOND    CLASS 0
 EN0448
 EN0448.The horizontal coordinates were scaled from a topographic map and have
 EN0448.an estimated accuracy of +/- 6 seconds.
 EN0448
 EN0448.The orthometric height was determined by differential leveling
 EN0448.and adjusted by the National Geodetic Survey in June 1991..
 EN0448
 EN0448.The geoid height was determined by GEOID03.
 EN0448
 EN0448.The dynamic height is computed by dividing the NAVD 88
 EN0448.geopotential number by the normal gravity value computed on the
 EN0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0448.degrees latitude (g = 980.6199 gals.).
 EN0448
 EN0448.The modeled gravity was interpolated from observed gravity values.
 EN0448
 EN0448;                    North         East    Units  Estimated Accuracy
 EN0448;SPC TX N     - 1,086,540.      157,520.      MT  (+/- 180 meters Scaled)
 EN0448
 EN0448                          SUPERSEDED SURVEY CONTROL
 EN0448
 EN0448  NGVD 29 (??/??/92) 1132.468  (m)         3715.44   (f) ADJ UNCH    2 0
 EN0448
 EN0448.Superseded values are not recommended for survey control.
 EN0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0448.See file dsdata.txt to determine how the superseded data were derived.
 EN0448
 EN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD287525(NAD 83)
 EN0448_MARKER: DB = BENCH MARK DISK
 EN0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0448_STAMPING: D 567 1935
 EN0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0448+STABILITY: SURFACE MOTION
 EN0448
 EN0448  HISTORY     - Date     Condition        Report By
 EN0448  HISTORY     - 1935     MONUMENTED       CGS
 EN0448  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0448
 EN0448                          STATION DESCRIPTION
 EN0448
 EN0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0448'8.48 MI NW FROM HAPPY.
 EN0448'ALONG GRADED ROAD BETWEEN HAPPY AND UMBARGER.  TO REACH FROM HAPPY
 EN0448'POST OFFICE GO 2.83 MILES NORTHWEST ALONG STATE HIGHWAY NO. 9, THEN
 EN0448'5.65 MILES WEST ALONG GRADED ROAD.  ABOUT 0.3 MILE WEST OF DECIDED DIP
 EN0448'IN ROAD AND AT POINT WHERE THE FENCE LINE MAKES A SHARP JOG. 32.7 FEET
 EN0448'WEST OF CENTERLINE OF A DIM ROAD RUNNING TO THE NORTH, 32.6 FEET NORTH
 EN0448'OF THE CENTERLINE OF EAST AND WEST ROAD, AND 12.5 FEET WEST OF RIGHT
 EN0448'OF WAY CORNER POST.
 EN0448
 EN0448                          STATION RECOVERY (1954)
 EN0448
 EN0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EN0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0536 ***********************************************************************
 EN0536  DESIGNATION -  D 568
 EN0536  PID         -  EN0536
 EN0536  STATE/COUNTY-  TX/RANDALL
 EN0536  USGS QUAD   -  CANYON SE (1984)
 EN0536
 EN0536                         *CURRENT SURVEY CONTROL
 EN0536  ___________________________________________________________________
 EN0536* NAD 83(1986)-  34 48 25.     (N)    101 45 59.     (W)     SCALED    
 EN0536* NAVD 88     -      1084.609  (meters)    3558.42   (feet)  ADJUSTED  
 EN0536  ___________________________________________________________________
 EN0536  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 EN0536  DYNAMIC HT  -        1083.277 (meters)    3554.05  (feet)  COMP
 EN0536  MODELED GRAV-     979,369.7   (mgal)                       NAVD 88
 EN0536
 EN0536  VERT ORDER  -  SECOND    CLASS 0
 EN0536
 EN0536.The horizontal coordinates were scaled from a topographic map and have
 EN0536.an estimated accuracy of +/- 6 seconds.
 EN0536
 EN0536.The orthometric height was determined by differential leveling
 EN0536.and adjusted by the National Geodetic Survey in June 1991..
 EN0536
 EN0536.The geoid height was determined by GEOID03.
 EN0536
 EN0536.The dynamic height is computed by dividing the NAVD 88
 EN0536.geopotential number by the normal gravity value computed on the
 EN0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0536.degrees latitude (g = 980.6199 gals.).
 EN0536
 EN0536.The modeled gravity was interpolated from observed gravity values.
 EN0536
 EN0536;                    North         East    Units  Estimated Accuracy
 EN0536;SPC TX N     - 1,089,550.      175,630.      MT  (+/- 180 meters Scaled)
 EN0536
 EN0536                          SUPERSEDED SURVEY CONTROL
 EN0536
 EN0536  NGVD 29 (??/??/92) 1084.152  (m)         3556.92   (f) ADJ UNCH    2 0
 EN0536
 EN0536.Superseded values are not recommended for survey control.
 EN0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0536.See file dsdata.txt to determine how the superseded data were derived.
 EN0536
 EN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD469551(NAD 83)
 EN0536_MARKER: DB = BENCH MARK DISK
 EN0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0536_STAMPING: D 568 1935
 EN0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0536+STABILITY: SURFACE MOTION
 EN0536
 EN0536  HISTORY     - Date     Condition        Report By
 EN0536  HISTORY     - 1935     MONUMENTED       CGS
 EN0536
 EN0536                          STATION DESCRIPTION
 EN0536
 EN0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0536'11.5 MI NE FROM HAPPY.
 EN0536'IN RANDALL COUNTY, 11.5 MILES NORTHEAST OF HAPPY, SWISHER COUNTY. THIS
 EN0536'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.2 MILE
 EN0536'EAST ALONG A CITY STREET, THENCE 4.9 MILES NORTHWEST ALONG U.S.
 EN0536'HIGHWAY 87, AND THENCE 6.4 MILES EAST ALONG A GRADED ROAD.  IT IS 0.5
 EN0536'MILE EAST OF A SCHOOL HOUSE, 38.7 FEET SOUTH OF THE CENTERLINE OF THE
 EN0536'ROAD, 4.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2.5 FEET WEST OF A
 EN0536'FENCE LEADING SOUTH.  A STANDARD DISK, STAMPED D 568 1935 AND SET IN
 EN0536'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0240 ***********************************************************************
 EN0240  DESIGNATION -  D 569
 EN0240  PID         -  EN0240
 EN0240  STATE/COUNTY-  TX/ARMSTRONG
 EN0240  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0240
 EN0240                         *CURRENT SURVEY CONTROL
 EN0240  ___________________________________________________________________
 EN0240* NAD 83(1986)-  34 47 55.     (N)    101 29 28.     (W)     SCALED    
 EN0240* NAVD 88     -      1018.551  (meters)    3341.70   (feet)  ADJUSTED  
 EN0240  ___________________________________________________________________
 EN0240  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0240  DYNAMIC HT  -        1017.323 (meters)    3337.67  (feet)  COMP
 EN0240  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 EN0240
 EN0240  VERT ORDER  -  SECOND    CLASS 0
 EN0240
 EN0240.The horizontal coordinates were scaled from a topographic map and have
 EN0240.an estimated accuracy of +/- 6 seconds.
 EN0240
 EN0240.The orthometric height was determined by differential leveling
 EN0240.and adjusted by the National Geodetic Survey in June 1991..
 EN0240
 EN0240.The geoid height was determined by GEOID03.
 EN0240
 EN0240.The dynamic height is computed by dividing the NAVD 88
 EN0240.geopotential number by the normal gravity value computed on the
 EN0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0240.degrees latitude (g = 980.6199 gals.).
 EN0240
 EN0240.The modeled gravity was interpolated from observed gravity values.
 EN0240
 EN0240;                    North         East    Units  Estimated Accuracy
 EN0240;SPC TX N     - 1,088,600.      200,810.      MT  (+/- 180 meters Scaled)
 EN0240
 EN0240                          SUPERSEDED SURVEY CONTROL
 EN0240
 EN0240  NGVD 29 (??/??/92) 1018.115  (m)         3340.27   (f) ADJ UNCH    2 0
 EN0240
 EN0240.Superseded values are not recommended for survey control.
 EN0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0240.See file dsdata.txt to determine how the superseded data were derived.
 EN0240
 EN0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD721535(NAD 83)
 EN0240_MARKER: DB = BENCH MARK DISK
 EN0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0240_STAMPING: D 563 1935
 EN0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0240+STABILITY: SURFACE MOTION
 EN0240
 EN0240  HISTORY     - Date     Condition        Report By
 EN0240  HISTORY     - 1935     MONUMENTED       CGS
 EN0240  HISTORY     - 1943     GOOD             NGS
 EN0240
 EN0240                          STATION DESCRIPTION
 EN0240
 EN0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0240'3.6 MI NE FROM WAYSIDE.
 EN0240'3.2 MILES EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT WAYSIDE,
 EN0240'ARMSTRONG COUNTY, THENCE 0.4 MILE NORTH ALONG THE CANYON ROAD.  ON THE
 EN0240'SOUTH SIDE OF THE CANYON, 1.1 MILES NORTHWEST OF THE MCGHEE RANCH
 EN0240'HOUSE, 0.4 MILE NORTHWEST OF A SIDE ROAD LEADING EAST TO A RANCH
 EN0240'HOUSE, AT A RIGHT-ANGLE TURN IN THE ROAD, 62 FEET NORTHWEST OF THE
 EN0240'CENTERLINE OF THE ROAD, 60.3 FEET SOUTHWEST OF A CORNER FENCE POST,
 EN0240'18.5 FEET NORTHEAST OF ANOTHER CORNER FENCE POST, AND 2 FEET EAST OF
 EN0240'THE NORTH-AND-SOUTH FENCE LINE.  A STANDARD DISK, STAMPED D 569 1935
 EN0240'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0254 ***********************************************************************
 FM0254  DESIGNATION -  D 570
 FM0254  PID         -  FM0254
 FM0254  STATE/COUNTY-  TX/OLDHAM
 FM0254  USGS QUAD   -  JAY TAYLOR RANCH (1966)
 FM0254
 FM0254                         *CURRENT SURVEY CONTROL
 FM0254  ___________________________________________________________________
 FM0254* NAD 83(1986)-  35 17 58.     (N)    102 21 36.     (W)     SCALED    
 FM0254* NAVD 88     -      1227.692  (meters)    4027.85   (feet)  ADJUSTED  
 FM0254  ___________________________________________________________________
 FM0254  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 FM0254  DYNAMIC HT  -        1226.217 (meters)    4023.01  (feet)  COMP
 FM0254  MODELED GRAV-     979,390.1   (mgal)                       NAVD 88
 FM0254
 FM0254  VERT ORDER  -  SECOND    CLASS 0
 FM0254
 FM0254.The horizontal coordinates were scaled from a topographic map and have
 FM0254.an estimated accuracy of +/- 6 seconds.
 FM0254
 FM0254.The orthometric height was determined by differential leveling
 FM0254.and adjusted by the National Geodetic Survey in June 1991..
 FM0254
 FM0254.The geoid height was determined by GEOID03.
 FM0254
 FM0254.The dynamic height is computed by dividing the NAVD 88
 FM0254.geopotential number by the normal gravity value computed on the
 FM0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0254.degrees latitude (g = 980.6199 gals.).
 FM0254
 FM0254.The modeled gravity was interpolated from observed gravity values.
 FM0254
 FM0254;                    North         East    Units  Estimated Accuracy
 FM0254;SPC TX N     - 1,144,500.      121,790.      MT  (+/- 180 meters Scaled)
 FM0254
 FM0254                          SUPERSEDED SURVEY CONTROL
 FM0254
 FM0254  NGVD 29 (??/??/92) 1227.173  (m)         4026.15   (f) ADJ UNCH    2 0
 FM0254
 FM0254.Superseded values are not recommended for survey control.
 FM0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0254.See file dsdata.txt to determine how the superseded data were derived.
 FM0254
 FM0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV400094(NAD 83)
 FM0254_MARKER: DB = BENCH MARK DISK
 FM0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0254_STAMPING: D 570 1935
 FM0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0254+STABILITY: SURFACE MOTION
 FM0254
 FM0254  HISTORY     - Date     Condition        Report By
 FM0254  HISTORY     - 1935     MONUMENTED       CGS
 FM0254  HISTORY     - 1943     MARK NOT FOUND   NGS
 FM0254
 FM0254                          STATION DESCRIPTION
 FM0254
 FM0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0254'7.3 MI NE FROM VEGA.
 FM0254'ALONG GRADED ROAD BETWEEN VEGA AND TASCOSA.  TO REACH FROM VEGA POST
 FM0254'OFFICE GO 0.4 MILE NORTH, THENCE 3.6 MILES EAST, THENCE 2.0 MILES
 FM0254'NORTH, THENCE 1.3 MILES NORTHEAST, ALONG GRADED ROADS.  ABOUT 800 FEET
 FM0254'SOUTHEAST OF SOUTHEAST SIDE OF CANYON, 38 FEET SOUTHEAST OF CENTERLINE
 FM0254'OF ROAD, 3 FEET NORTHEAST OF WIRE GATE, AND 2 FEET WEST OF NORTH AND
 FM0254'SOUTH FENCE LINE.
 FM0254
 FM0254                          STATION RECOVERY (1943)
 FM0254
 FM0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0198 ***********************************************************************
 AM0198  DESIGNATION -  D 571
 AM0198  PID         -  AM0198
 AM0198  STATE/COUNTY-  TX/MATAGORDA
 AM0198  USGS QUAD   -  BAY CITY (1972)
 AM0198
 AM0198                         *CURRENT SURVEY CONTROL
 AM0198  ___________________________________________________________________
 AM0198* NAD 83(1986)-  28 58 41.     (N)    095 54 19.     (W)     SCALED    
 AM0198* NAVD 88     -        11.96   (+/-2cm)      39.2    (feet)  VERTCON   
 AM0198  ___________________________________________________________________
 AM0198  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AM0198
 AM0198  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0198
 AM0198.The horizontal coordinates were scaled from a topographic map and have
 AM0198.an estimated accuracy of +/- 6 seconds.
 AM0198
 AM0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0198.The vertical order pertains to the NGVD 29 superseded value.
 AM0198
 AM0198.The geoid height was determined by GEOID03.
 AM0198
 AM0198;                    North         East    Units  Estimated Accuracy
 AM0198;SPC TXSC     - 4,130,860.      901,540.      MT  (+/- 180 meters Scaled)
 AM0198
 AM0198                          SUPERSEDED SURVEY CONTROL
 AM0198
 AM0198  NGVD 29 (??/??/92)   11.993  (m)           39.35   (f) ADJ UNCH    1 2
 AM0198
 AM0198.Superseded values are not recommended for survey control.
 AM0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0198.See file dsdata.txt to determine how the superseded data were derived.
 AM0198
 AM0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN169090(NAD 83)
 AM0198_MARKER: DB = BENCH MARK DISK
 AM0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0198_STAMPING: D 571 1941
 AM0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0198+STABILITY: SURFACE MOTION
 AM0198
 AM0198  HISTORY     - Date     Condition        Report By
 AM0198  HISTORY     - 1941     MONUMENTED       CGS
 AM0198  HISTORY     - 1951     GOOD             NGS
 AM0198  HISTORY     - 1960     GOOD             NGS
 AM0198  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0198  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0198
 AM0198                          STATION DESCRIPTION
 AM0198
 AM0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0198'3.8 MI E FROM BAY CITY.
 AM0198'1.7 MILES EAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT BAY
 AM0198'CITY, THENCE 2.1 MILES EAST ALONG FARM ROAD 457, AT A ROAD JUNCTION,
 AM0198'61.4 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 17.4 FEET SOUTH
 AM0198'OF THE CENTER LINE OF A DIRT ROAD, 3 FEET NORTH OF A FENCE, 3 FEET
 AM0198'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AM0198'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AM0198
 AM0198                          STATION RECOVERY (1960)
 AM0198
 AM0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 AM0198'RECOVERED IN GOOD CONDITION.
 AM0198
 AM0198                          STATION RECOVERY (1978)
 AM0198
 AM0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0198'NOT RECOVERED THIS DATE.
 AM0198
 AM0198                          STATION RECOVERY (1998)
 AM0198
 AM0198'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0369 ***********************************************************************
 AM0369  DESIGNATION -  D 572
 AM0369  PID         -  AM0369
 AM0369  STATE/COUNTY-  TX/MATAGORDA
 AM0369  USGS QUAD   -  SARGENT (1972)
 AM0369
 AM0369                         *CURRENT SURVEY CONTROL
 AM0369  ___________________________________________________________________
 AM0369* NAD 83(1986)-  28 48 23.     (N)    095 38 28.     (W)     SCALED    
 AM0369* NAVD 88     -         1.04   (+/-2cm)       3.4    (feet)  VERTCON   
 AM0369  ___________________________________________________________________
 AM0369  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AM0369
 AM0369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0369
 AM0369.The horizontal coordinates were scaled from a topographic map and have
 AM0369.an estimated accuracy of +/- 6 seconds.
 AM0369
 AM0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0369.The vertical order pertains to the NGVD 29 superseded value.
 AM0369
 AM0369.The geoid height was determined by GEOID03.
 AM0369
 AM0369;                    North         East    Units  Estimated Accuracy
 AM0369;SPC TXSC     - 4,112,550.      927,820.      MT  (+/- 180 meters Scaled)
 AM0369
 AM0369                          SUPERSEDED SURVEY CONTROL
 AM0369
 AM0369  NGVD 29 (??/??/92)    1.078  (m)            3.54   (f) ADJ UNCH    2 0
 AM0369
 AM0369.Superseded values are not recommended for survey control.
 AM0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0369.See file dsdata.txt to determine how the superseded data were derived.
 AM0369
 AM0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM422894(NAD 83)
 AM0369_MARKER: DB = BENCH MARK DISK
 AM0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0369_STAMPING: D 572 1941
 AM0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0369+STABILITY: SURFACE MOTION
 AM0369
 AM0369  HISTORY     - Date     Condition        Report By
 AM0369  HISTORY     - 1941     MONUMENTED       CGS
 AM0369  HISTORY     - 1977     GOOD             NGS
 AM0369  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AM0369
 AM0369                          STATION DESCRIPTION
 AM0369
 AM0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0369'2.5 MI SE FROM SARGENT.
 AM0369'2.5 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AM0369'SARGENT, 1.3 MILES SOUTHEAST OF A CATTLE GUARD ACROSS THE ROAD, 0.3
 AM0369'MILE SOUTHEAST OF THE JUNCTION OF A DIM ROAD LEADING SOUTHWEST, 46
 AM0369'FEET NORTHEAST OF THE CENTERLING OF THE ROAD, 3 FEET SOUTHWEST OF A
 AM0369'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AM0369'STAMPED D 572 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AM0369'0.4 FOOT ABOVE GROUND.
 AM0369
 AM0369                          STATION RECOVERY (1977)
 AM0369
 AM0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0369'RECOVERED IN GOOD CONDITION.
 AM0369
 AM0369                          STATION RECOVERY (1991)
 AM0369
 AM0369'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0396 ***********************************************************************
 AM0396  DESIGNATION -  D 573
 AM0396  PID         -  AM0396
 AM0396  STATE/COUNTY-  TX/MATAGORDA
 AM0396  USGS QUAD   -  CEDAR LANE (1972)
 AM0396
 AM0396                         *CURRENT SURVEY CONTROL
 AM0396  ___________________________________________________________________
 AM0396* NAD 83(1986)-  28 54 48.     (N)    095 44 53.     (W)     SCALED    
 AM0396* NAVD 88     -         5.55   (+/-2cm)      18.2    (feet)  VERTCON   
 AM0396  ___________________________________________________________________
 AM0396  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0396
 AM0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0396
 AM0396.The horizontal coordinates were scaled from a topographic map and have
 AM0396.an estimated accuracy of +/- 6 seconds.
 AM0396
 AM0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0396.The vertical order pertains to the NGVD 29 superseded value.
 AM0396
 AM0396.The geoid height was determined by GEOID03.
 AM0396
 AM0396;                    North         East    Units  Estimated Accuracy
 AM0396;SPC TXSC     - 4,124,100.      917,050.      MT  (+/- 180 meters Scaled)
 AM0396
 AM0396                          SUPERSEDED SURVEY CONTROL
 AM0396
 AM0396  NGVD 29 (??/??/92)    5.586  (m)           18.33   (f) ADJ UNCH    2 0
 AM0396
 AM0396.Superseded values are not recommended for survey control.
 AM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0396.See file dsdata.txt to determine how the superseded data were derived.
 AM0396
 AM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN320014(NAD 83)
 AM0396_MARKER: DB = BENCH MARK DISK
 AM0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0396_STAMPING: D 573 1941
 AM0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0396+STABILITY: SURFACE MOTION
 AM0396
 AM0396  HISTORY     - Date     Condition        Report By
 AM0396  HISTORY     - 1941     MONUMENTED       CGS
 AM0396  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0396
 AM0396                          STATION DESCRIPTION
 AM0396
 AM0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0396'0.4 MI SE FROM CEDAR LANE.
 AM0396'0.4 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0396'OFFICE AT CEDAR LANE, THENCE 2.0 MILES SOUTHWEST ALONG THE WADSWORTH
 AM0396'ROAD.  0.75 MILE NORTHEAST OF A CURVE IN THE ROAD AND THE JUNCTION OF
 AM0396'A ROAD LEADING SOUTH, 0.45 MILE SOUTHEAST OF A ROAD JUNCTION, 28 FEET
 AM0396'SOUTH OF THE CENTERLINE OF THE ROAD, 16 FEET WEST OF A GATE, 1 FOOT
 AM0396'SOUTH OF A FENCE, 1 FOOT NORTH OF A POWER-LINE POLE, 3 FEET EAST OF A
 AM0396'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AM0396'STAMPED D 573 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AM0396'0.3 FOOT ABOVE GROUND.
 AM0396
 AM0396                          STATION RECOVERY (1998)
 AM0396
 AM0396'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0551 ***********************************************************************
 AX0551  DESIGNATION -  D 574
 AX0551  PID         -  AX0551
 AX0551  STATE/COUNTY-  TX/WHARTON
 AX0551  USGS QUAD   -  DANEVANG (1951)
 AX0551
 AX0551                         *CURRENT SURVEY CONTROL
 AX0551  ___________________________________________________________________
 AX0551* NAD 83(1986)-  29 06 07.     (N)    096 10 03.     (W)     SCALED    
 AX0551* NAVD 88     -        26.12   (+/-2cm)      85.7    (feet)  VERTCON   
 AX0551  ___________________________________________________________________
 AX0551  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0551
 AX0551  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0551
 AX0551.The horizontal coordinates were scaled from a topographic map and have
 AX0551.an estimated accuracy of +/- 6 seconds.
 AX0551
 AX0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0551.The vertical order pertains to the NGVD 29 superseded value.
 AX0551
 AX0551.The geoid height was determined by GEOID03.
 AX0551
 AX0551;                    North         East    Units  Estimated Accuracy
 AX0551;SPC TXSC     - 4,143,930.      875,660.      MT  (+/- 180 meters Scaled)
 AX0551
 AX0551                          SUPERSEDED SURVEY CONTROL
 AX0551
 AX0551  NGVD 29 (??/??/92)   26.131  (m)           85.73   (f) ADJ UNCH    2 0
 AX0551
 AX0551.Superseded values are not recommended for survey control.
 AX0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0551.See file dsdata.txt to determine how the superseded data were derived.
 AX0551
 AX0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT756225(NAD 83)
 AX0551_MARKER: DB = BENCH MARK DISK
 AX0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0551_STAMPING: D 547 1941
 AX0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0551+STABILITY: SURFACE MOTION
 AX0551
 AX0551  HISTORY     - Date     Condition        Report By
 AX0551  HISTORY     - 1941     MONUMENTED       CGS
 AX0551
 AX0551                          STATION DESCRIPTION
 AX0551
 AX0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0551'11.1 MI SE FROM EL CAMPO.
 AX0551'TO REACH THE BENCH MARK FROM THE EL CAMPO FIRE STATION-- GO SOUTHEAST
 AX0551'7.1 MILES ALONG STATE HIGHWAY 71 TO THE INTERSECTION OF GRADED ROAD
 AX0551'RUNNING EAST THENCE EAST (LEFT) ON GRADED ROAD 4.0 MILES TO A LARGE
 AX0551'FARM HOUSE AND THE SITE OF THE MARK.  BENCH MARK IS ABOUT 500.0 FEET
 AX0551'NORTH OF AND ACROSS THE ROAD FROM FARM HOUSE, 29.0 FEET NORTH OF AND
 AX0551'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 25.0 FEET WEST
 AX0551'OF A GATE IN THE RIGHT OF WAY FENCE, 3.0 FEET WEST OF 4X4 INCH WOODEN
 AX0551'MARKER POST, AND 1.0 FOOT SOUTH OF THE RIGHT OF WAY FENCE.  A STANDARD
 AX0551'DISK SET IN TOP OF A CONCRETE POST, STAMPED D 574 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0534 ***********************************************************************
 AX0534  DESIGNATION -  D 575
 AX0534  PID         -  AX0534
 AX0534  STATE/COUNTY-  TX/WHARTON
 AX0534  USGS QUAD   -  EL CAMPO (1981)
 AX0534
 AX0534                         *CURRENT SURVEY CONTROL
 AX0534  ___________________________________________________________________
 AX0534* NAD 83(1986)-  29 08 37.     (N)    096 15 36.     (W)     SCALED    
 AX0534* NAVD 88     -        27.90   (+/-2cm)      91.5    (feet)  VERTCON   
 AX0534  ___________________________________________________________________
 AX0534  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0534
 AX0534  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0534
 AX0534.The horizontal coordinates were scaled from a topographic map and have
 AX0534.an estimated accuracy of +/- 6 seconds.
 AX0534
 AX0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0534.The vertical order pertains to the NGVD 29 superseded value.
 AX0534
 AX0534.The geoid height was determined by GEOID03.
 AX0534
 AX0534;                    North         East    Units  Estimated Accuracy
 AX0534;SPC TXSC     - 4,148,340.      866,550.      MT  (+/- 180 meters Scaled)
 AX0534
 AX0534                          SUPERSEDED SURVEY CONTROL
 AX0534
 AX0534  NGVD 29 (??/??/92)   27.907  (m)           91.56   (f) ADJ UNCH    2 0
 AX0534
 AX0534.Superseded values are not recommended for survey control.
 AX0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0534.See file dsdata.txt to determine how the superseded data were derived.
 AX0534
 AX0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT665270(NAD 83)
 AX0534_MARKER: DB = BENCH MARK DISK
 AX0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0534_SP_SET: CULVERT
 AX0534_STAMPING: D 575 1941
 AX0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0534
 AX0534  HISTORY     - Date     Condition        Report By
 AX0534  HISTORY     - 1941     MONUMENTED       CGS
 AX0534
 AX0534                          STATION DESCRIPTION
 AX0534
 AX0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0534'3.6 MI SE FROM EL CAMPO.
 AX0534'TO REACH THE BENCH MARK FROM THE FIRE STATION AT EL CAMPO-- PROCEED
 AX0534'SOUTHEAST ON STATE HIGHWAY 71, GO 3.6 MILES TO A CROSSROAD AND SITE OF
 AX0534'THE MARK.  BENCH MARK IS AT THE INTERSECTION OF THE EAST-WEST ROAD,
 AX0534'SET HORIZONTALLY IN THE TOP OF THE WEST WINGWALL AT THE NORTH END OF
 AX0534'THE CONCRETE CULVERT UNDER THE EAST-WEST ROAD, 44.0 FEET OF AND ABOUT
 AX0534'ONE FOOT BELOW THE CENTERLINE OF THE HIGHWAY, 13.0 FEET NORTH OF THE
 AX0534'CENTERLINE OF THE EAST-WEST ROAD, STAMPED D 575 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0525 ***********************************************************************
 AX0525  DESIGNATION -  D 576
 AX0525  PID         -  AX0525
 AX0525  STATE/COUNTY-  TX/MATAGORDA
 AX0525  USGS QUAD   -  LANE CITY SE (1980)
 AX0525
 AX0525                         *CURRENT SURVEY CONTROL
 AX0525  ___________________________________________________________________
 AX0525* NAD 83(1986)-  29 02 35.     (N)    096 06 23.     (W)     SCALED    
 AX0525* NAVD 88     -        21.67   (+/-2cm)      71.1    (feet)  VERTCON   
 AX0525  ___________________________________________________________________
 AX0525  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX0525
 AX0525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0525
 AX0525.The horizontal coordinates were scaled from a topographic map and have
 AX0525.an estimated accuracy of +/- 6 seconds.
 AX0525
 AX0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0525.The vertical order pertains to the NGVD 29 superseded value.
 AX0525
 AX0525.The geoid height was determined by GEOID03.
 AX0525
 AX0525;                    North         East    Units  Estimated Accuracy
 AX0525;SPC TXSC     - 4,137,560.      881,770.      MT  (+/- 180 meters Scaled)
 AX0525
 AX0525                          SUPERSEDED SURVEY CONTROL
 AX0525
 AX0525  NGVD 29 (??/??/92)   21.688  (m)           71.15   (f) ADJ UNCH    2 0
 AX0525
 AX0525.Superseded values are not recommended for survey control.
 AX0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0525.See file dsdata.txt to determine how the superseded data were derived.
 AX0525
 AX0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT817162(NAD 83)
 AX0525_MARKER: DB = BENCH MARK DISK
 AX0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0525_SP_SET: CULVERT
 AX0525_STAMPING: D 576 1941
 AX0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0525
 AX0525  HISTORY     - Date     Condition        Report By
 AX0525  HISTORY     - 1941     MONUMENTED       CGS
 AX0525  HISTORY     - 1943     GOOD             NGS
 AX0525  HISTORY     - 1971     GOOD             NGS
 AX0525
 AX0525                          STATION DESCRIPTION
 AX0525
 AX0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0525'6.45 MI NW FROM MARKHAM.
 AX0525'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0525'STATION AT MARKHAM-- PROCEED 3.15 MILES NORTHWESTERLY ALONG A PAVED
 AX0525'ROAD TO AN OILED SIDE ROAD INTERSECTION LEADING NORTH TO PIERCE,
 AX0525'THENCE 3.35 MILES NORTHERLY ALONG AN OILED PAVED AND DIRT ROAD TO SITE
 AX0525'OF BENCH MARK.  BENCH MARK IS ABOUT 60.0 FEET SOUTHEAST OF THE CENTER
 AX0525'OF A SIDE ROAD INTERSECTION LEADING NORTHEAST AND 13.0 FEET SOUTHWEST
 AX0525'OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF ROAD.  IT IS SET
 AX0525'HORIZONTALLY IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 AX0525'CONCRETE CULVERT OVER A RICE CANAL.  DISK SET IN A DRILL HOLE.
 AX0525
 AX0525                          STATION RECOVERY (1971)
 AX0525
 AX0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0526 ***********************************************************************
 AX0526  DESIGNATION -  D 576 RESET 1971
 AX0526  PID         -  AX0526
 AX0526  STATE/COUNTY-  TX/MATAGORDA
 AX0526  USGS QUAD   -  LANE CITY SE (1980)
 AX0526
 AX0526                         *CURRENT SURVEY CONTROL
 AX0526  ___________________________________________________________________
 AX0526* NAD 83(1986)-  29 02 33.     (N)    096 06 22.     (W)     SCALED    
 AX0526* NAVD 88     -        20.74   (+/-2cm)      68.0    (feet)  VERTCON   
 AX0526  ___________________________________________________________________
 AX0526  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX0526
 AX0526  VERT ORDER  -  THIRD (See Below)
 AX0526
 AX0526.The horizontal coordinates were scaled from a topographic map and have
 AX0526.an estimated accuracy of +/- 6 seconds.
 AX0526
 AX0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0526.The vertical order pertains to the NGVD 29 superseded value.
 AX0526
 AX0526.The geoid height was determined by GEOID03.
 AX0526
 AX0526;                    North         East    Units  Estimated Accuracy
 AX0526;SPC TXSC     - 4,137,500.      881,800.      MT  (+/- 180 meters Scaled)
 AX0526
 AX0526                          SUPERSEDED SURVEY CONTROL
 AX0526
 AX0526  NGVD 29 (??/??/??)   20.76   (m)           68.1    (f) RESET       3  
 AX0526
 AX0526.Superseded values are not recommended for survey control.
 AX0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0526.See file dsdata.txt to determine how the superseded data were derived.
 AX0526
 AX0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT818161(NAD 83)
 AX0526_MARKER: DB = BENCH MARK DISK
 AX0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0526_STAMPING: D 576 RESET 1971
 AX0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0526+STABILITY: SURFACE MOTION
 AX0526
 AX0526  HISTORY     - Date     Condition        Report By
 AX0526  HISTORY     - 1971     MONUMENTED       NGS
 AX0526
 AX0526                          STATION DESCRIPTION
 AX0526
 AX0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX0526'6.3 MI NW FROM MARKHAM.
 AX0526'ABOUT 3 MILES NORTHWEST ON FARM ROAD 1468 FROM THE POST OFFICE IN
 AX0526'MARKHAM, THEN NORTH ON FARM ROAD 3184 FOR 3.3 MILES TO MARK ON THE
 AX0526'RIGHT, IT IS 220 FEET SOUTH OF THE SOUTH EDGE OF CANAL, 96 FEET SOUTH
 AX0526'OF THE SOUTH END OF GATE AND FIELD ROAD LEADING WESTERLY, 45 FEET WEST
 AX0526'OF THE CENTER OF FARM ROAD, 2.6 FEET SOUTH OF A METAL WITNESS POST, 1
 AX0526'FOOT EAST OF FENCE-LINE, A SQUARE CONCRETE POST THAT PROJECTS ABOUT 4
 AX0526'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0318 ***********************************************************************
 AN0318  DESIGNATION -  D 577
 AN0318  PID         -  AN0318
 AN0318  STATE/COUNTY-  TX/MATAGORDA
 AN0318  USGS QUAD   -  MIDFIELD (1995)
 AN0318
 AN0318                         *CURRENT SURVEY CONTROL
 AN0318  ___________________________________________________________________
 AN0318* NAD 83(1986)-  28 59 43.     (N)    096 11 51.     (W)     SCALED    
 AN0318* NAVD 88     -        17.43   (+/-2cm)      57.2    (feet)  VERTCON   
 AN0318  ___________________________________________________________________
 AN0318  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0318
 AN0318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0318
 AN0318.The horizontal coordinates were scaled from a topographic map and have
 AN0318.an estimated accuracy of +/- 6 seconds.
 AN0318
 AN0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0318.The vertical order pertains to the NGVD 29 superseded value.
 AN0318
 AN0318.The geoid height was determined by GEOID03.
 AN0318
 AN0318;                    North         East    Units  Estimated Accuracy
 AN0318;SPC TXSC     - 4,132,050.      873,030.      MT  (+/- 180 meters Scaled)
 AN0318
 AN0318                          SUPERSEDED SURVEY CONTROL
 AN0318
 AN0318  NGVD 29 (??/??/92)   17.456  (m)           57.27   (f) ADJ UNCH    2 0
 AN0318
 AN0318.Superseded values are not recommended for survey control.
 AN0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0318.See file dsdata.txt to determine how the superseded data were derived.
 AN0318
 AN0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT730107(NAD 83)
 AN0318_MARKER: DB = BENCH MARK DISK
 AN0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0318_STAMPING: D 577 1941
 AN0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0318+STABILITY: SURFACE MOTION
 AN0318
 AN0318  HISTORY     - Date     Condition        Report By
 AN0318  HISTORY     - 1941     MONUMENTED       CGS
 AN0318  HISTORY     - 1991     GOOD             USPSQD
 AN0318  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0318
 AN0318                          STATION DESCRIPTION
 AN0318
 AN0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0318'3.4 MI W FROM CLEMVILLE.
 AN0318'ABOUT 3.4 MILES WEST ALONG A PAVED ROAD FROM THE ROAD INTERSECTION AT
 AN0318'CLEMVILLE, MATAGORDA COUNTY, ABOUT 0.7 MILE EAST OF THE JUNCTION OF
 AN0318'STATE HIGHWAY 71, ABOUT 300 FEET EAST OF A POWER-TRANSMISSION LINE, 49
 AN0318'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET EAST OF THE CENTER
 AN0318'LINE OF A GATE, 1 FOOT NORTH OF A FENCE, 3 FEET WEST OF A WHITE WOODEN
 AN0318'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 AN0318'D 577 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6
 AN0318'FOOT ABOVE GROUND.
 AN0318
 AN0318                          STATION RECOVERY (1991)
 AN0318
 AN0318'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0318'RECOVERED IN GOOD CONDITION.
 AN0318
 AN0318                          STATION RECOVERY (1999)
 AN0318
 AN0318'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0112 ***********************************************************************
 AN0112  DESIGNATION -  D 578
 AN0112  PID         -  AN0112
 AN0112  STATE/COUNTY-  TX/JACKSON
 AN0112  USGS QUAD   -  FRANCITAS NE (1995)
 AN0112
 AN0112                         *CURRENT SURVEY CONTROL
 AN0112  ___________________________________________________________________
 AN0112* NAD 83(1986)-  28 57 29.     (N)    096 20 22.     (W)     SCALED    
 AN0112* NAVD 88     -        15.43   (+/-2cm)      50.6    (feet)  VERTCON   
 AN0112  ___________________________________________________________________
 AN0112  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN0112
 AN0112  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0112
 AN0112.The horizontal coordinates were scaled from a topographic map and have
 AN0112.an estimated accuracy of +/- 6 seconds.
 AN0112
 AN0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0112.The vertical order pertains to the NGVD 29 superseded value.
 AN0112
 AN0112.The geoid height was determined by GEOID03.
 AN0112
 AN0112;                    North         East    Units  Estimated Accuracy
 AN0112;SPC TXSC     - 4,127,600.      859,290.      MT  (+/- 180 meters Scaled)
 AN0112
 AN0112                          SUPERSEDED SURVEY CONTROL
 AN0112
 AN0112  NGVD 29 (??/??/92)   15.458  (m)           50.72   (f) ADJ UNCH    2 0
 AN0112
 AN0112.Superseded values are not recommended for survey control.
 AN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0112.See file dsdata.txt to determine how the superseded data were derived.
 AN0112
 AN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT592062(NAD 83)
 AN0112_MARKER: DB = BENCH MARK DISK
 AN0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0112_STAMPING: D 578 1941
 AN0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0112+STABILITY: SURFACE MOTION
 AN0112
 AN0112  HISTORY     - Date     Condition        Report By
 AN0112  HISTORY     - 1941     MONUMENTED       CGS
 AN0112
 AN0112                          STATION DESCRIPTION
 AN0112
 AN0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0112'7.5 MI N FROM FRANCITAS.
 AN0112'ABOUT 7.5 MILES NORTH ALONG THE ROAD TO LOUISE FROM THE ST. LOUIS,
 AN0112'BROWNSVILLE AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY,
 AN0112'ABOUT 0.2 MILE NORTH OF A SMALL FARMHOUSE, 43 FEET WEST OF THE CENTER
 AN0112'LINE OF THE ROAD, 2 FEET NORTHEAST OF A CORNER FENCE POST, 3 FEET
 AN0112'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD. A
 AN0112'STANDARD DISK, STAMPED D 578 1941 AND SET IN THE TOP OF A CONCRETE
 AN0112'POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0392 ***********************************************************************
 AX0392  DESIGNATION -  D 579
 AX0392  PID         -  AX0392
 AX0392  STATE/COUNTY-  TX/WHARTON
 AX0392  USGS QUAD   -  LANE CITY (1980)
 AX0392
 AX0392                         *CURRENT SURVEY CONTROL
 AX0392  ___________________________________________________________________
 AX0392* NAD 83(1986)-  29 12 47.     (N)    096 01 41.     (W)     SCALED    
 AX0392* NAVD 88     -        26.06   (+/-2cm)      85.5    (feet)  VERTCON   
 AX0392  ___________________________________________________________________
 AX0392  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0392
 AX0392  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0392
 AX0392.The horizontal coordinates were scaled from a topographic map and have
 AX0392.an estimated accuracy of +/- 6 seconds.
 AX0392
 AX0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0392.The vertical order pertains to the NGVD 29 superseded value.
 AX0392
 AX0392.The geoid height was determined by GEOID03.
 AX0392
 AX0392;                    North         East    Units  Estimated Accuracy
 AX0392;SPC TXSC     - 4,156,580.      888,920.      MT  (+/- 180 meters Scaled)
 AX0392
 AX0392                          SUPERSEDED SURVEY CONTROL
 AX0392
 AX0392  NGVD 29 (??/??/92)   26.071  (m)           85.53   (f) ADJ UNCH    2 0
 AX0392
 AX0392.Superseded values are not recommended for survey control.
 AX0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0392.See file dsdata.txt to determine how the superseded data were derived.
 AX0392
 AX0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT889352(NAD 83)
 AX0392_MARKER: DB = BENCH MARK DISK
 AX0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0392_SP_SET: CULVERT
 AX0392_STAMPING: D 579 1941
 AX0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0392
 AX0392  HISTORY     - Date     Condition        Report By
 AX0392  HISTORY     - 1941     MONUMENTED       CGS
 AX0392
 AX0392                          STATION DESCRIPTION
 AX0392
 AX0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0392'IN LANE CITY.
 AX0392'BENCH MARK IS AT THE INTERSECTION OF THE ROAD TO PUMPING PLANT WITH
 AX0392'STATE HIGHWAY NO. 60, 75.0 FEET EAST OF POWER TRANSFORMER STATION,
 AX0392'48.0 FEET NORTH OF THE CENTERLINE OF THE ROAD TO PUMPING PLANT, 45.0
 AX0392'FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX0392'HIGHWAY, AND SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A
 AX0392'2X4 FOOT CONCRETE BOX CULVERT, STANDARD DISK, STAMPED D 579 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0837 ***********************************************************************
 AN0837  DESIGNATION -  D 580
 AN0837  PID         -  AN0837
 AN0837  STATE/COUNTY-  TX/CALHOUN
 AN0837  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0837
 AN0837                         *CURRENT SURVEY CONTROL
 AN0837  ___________________________________________________________________
 AN0837* NAD 83(1986)-  28 36 15.     (N)    096 38 00.     (W)     SCALED    
 AN0837* NAVD 88     -         5.53   (+/-2cm)      18.1    (feet)  VERTCON   
 AN0837  ___________________________________________________________________
 AN0837  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0837
 AN0837  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0837
 AN0837.The horizontal coordinates were scaled from a topographic map and have
 AN0837.an estimated accuracy of +/- 6 seconds.
 AN0837
 AN0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0837.The vertical order pertains to the NGVD 29 superseded value.
 AN0837
 AN0837.The geoid height was determined by GEOID03.
 AN0837
 AN0837;                    North         East    Units  Estimated Accuracy
 AN0837;SPC TXSC     - 4,087,770.      831,450.      MT  (+/- 180 meters Scaled)
 AN0837
 AN0837                          SUPERSEDED SURVEY CONTROL
 AN0837
 AN0837  NGVD 29 (??/??/92)    5.654  (m)           18.55   (f) ADJ UNCH    1 2
 AN0837
 AN0837.Superseded values are not recommended for survey control.
 AN0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0837.See file dsdata.txt to determine how the superseded data were derived.
 AN0837
 AN0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS314664(NAD 83)
 AN0837_MARKER: DB = BENCH MARK DISK
 AN0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0837_STAMPING: D 580 1942
 AN0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0837+STABILITY: SURFACE MOTION
 AN0837
 AN0837  HISTORY     - Date     Condition        Report By
 AN0837  HISTORY     - 1942     MONUMENTED       CGS
 AN0837  HISTORY     - 1952     MARK NOT FOUND   USGS
 AN0837  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0837  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0837
 AN0837                          STATION DESCRIPTION
 AN0837
 AN0837'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AN0837'0.9 MI SW FROM PORT LAVACA.
 AN0837'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE
 AN0837'AT PORT LAVACA, CALHOUN COUNTY, AT THE JUNCTION OF A PRIVATE ROAD
 AN0837'LEADING TO A FARMHOUSE, 53 FEET NORTHEAST OF THE CENTERLINE OF THE
 AN0837'PRIVATE ROAD, 36 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4
 AN0837'FEET NORTHWEST OF A POWERLINE POLE WITH GUY WIRES, 3 FEET EAST OF A
 AN0837'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 AN0837'DISK, STAMPED D 580 1942 AND SET IN THE TOP OF A CONCRETE POST
 AN0837'PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0837
 AN0837                          STATION RECOVERY (1988)
 AN0837
 AN0837'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0837'MARK NOT FOUND.
 AN0837
 AN0837                          STATION RECOVERY (1998)
 AN0837
 AN0837'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0836 ***********************************************************************
 AN0836  DESIGNATION -  D 580 RESET 1966
 AN0836  PID         -  AN0836
 AN0836  STATE/COUNTY-  TX/CALHOUN
 AN0836  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0836
 AN0836                         *CURRENT SURVEY CONTROL
 AN0836  ___________________________________________________________________
 AN0836* NAD 83(1986)-  28 36 16.     (N)    096 38 00.     (W)     SCALED    
 AN0836* NAVD 88     -         5.32   (+/-2cm)      17.5    (feet)  VERTCON   
 AN0836  ___________________________________________________________________
 AN0836  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0836
 AN0836  VERT ORDER  -  THIRD (See Below)
 AN0836
 AN0836.The horizontal coordinates were scaled from a topographic map and have
 AN0836.an estimated accuracy of +/- 6 seconds.
 AN0836
 AN0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0836.The vertical order pertains to the NGVD 29 superseded value.
 AN0836
 AN0836.The geoid height was determined by GEOID03.
 AN0836
 AN0836;                    North         East    Units  Estimated Accuracy
 AN0836;SPC TXSC     - 4,087,800.      831,450.      MT  (+/- 180 meters Scaled)
 AN0836
 AN0836                          SUPERSEDED SURVEY CONTROL
 AN0836
 AN0836  NGVD 29 (??/??/??)    5.44   (m)           17.8    (f) RESET       3  
 AN0836
 AN0836.Superseded values are not recommended for survey control.
 AN0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0836.See file dsdata.txt to determine how the superseded data were derived.
 AN0836
 AN0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS314664(NAD 83)
 AN0836_MARKER: DB = BENCH MARK DISK
 AN0836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0836_SP_SET: CATCH BASIN
 AN0836_STAMPING: D 580 RESET 1966
 AN0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0836
 AN0836  HISTORY     - Date     Condition        Report By
 AN0836  HISTORY     - 1966     MONUMENTED       LOCENG
 AN0836  HISTORY     - 19980725 GOOD             USPSQD
 AN0836
 AN0836                          STATION DESCRIPTION
 AN0836
 AN0836'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 AN0836'0.8 MI SW FROM PORT LAVACA.
 AN0836'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 238 FROM THE COUNTY
 AN0836'COURTHOUSE AT PORT LAVACA, AT THE INTERSECTION WITH THIRD STREET, 35
 AN0836'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET NORTHEAST OF
 AN0836'THE CENTERLINE OF THIRD STREET AND SET IN THE TOP OF A CONCRETE CATCH
 AN0836'BASIN.
 AN0836
 AN0836                          STATION RECOVERY (1998)
 AN0836
 AN0836'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0244 ***********************************************************************
 AN0244  DESIGNATION -  D 581
 AN0244  PID         -  AN0244
 AN0244  STATE/COUNTY-  TX/MATAGORDA
 AN0244  USGS QUAD   -  BLESSING SE (1995)
 AN0244
 AN0244                         *CURRENT SURVEY CONTROL
 AN0244  ___________________________________________________________________
 AN0244* NAD 83(1986)-  28 50 50.     (N)    096 04 31.     (W)     SCALED    
 AN0244* NAVD 88     -        12.43   (+/-2cm)      40.8    (feet)  VERTCON   
 AN0244  ___________________________________________________________________
 AN0244  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN0244
 AN0244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0244
 AN0244.The horizontal coordinates were scaled from a topographic map and have
 AN0244.an estimated accuracy of +/- 6 seconds.
 AN0244
 AN0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0244.The vertical order pertains to the NGVD 29 superseded value.
 AN0244
 AN0244.The geoid height was determined by GEOID03.
 AN0244
 AN0244;                    North         East    Units  Estimated Accuracy
 AN0244;SPC TXSC     - 4,115,940.      885,340.      MT  (+/- 180 meters Scaled)
 AN0244
 AN0244                          SUPERSEDED SURVEY CONTROL
 AN0244
 AN0244  NGVD 29 (??/??/92)   12.469  (m)           40.91   (f) ADJ UNCH    2 0
 AN0244
 AN0244.Superseded values are not recommended for survey control.
 AN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0244.See file dsdata.txt to determine how the superseded data were derived.
 AN0244
 AN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS853945(NAD 83)
 AN0244_MARKER: DB = BENCH MARK DISK
 AN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0244_STAMPING: D 581 1941
 AN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0244+STABILITY: SURFACE MOTION
 AN0244
 AN0244  HISTORY     - Date     Condition        Report By
 AN0244  HISTORY     - 1941     MONUMENTED       CGS
 AN0244  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0244
 AN0244                          STATION DESCRIPTION
 AN0244
 AN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0244'4.2 MI SW FROM BUCKEYE.
 AN0244'4.2 MILES SOUTHWEST ALONG THE COUNTY CANAL ROAD FROM THE ST. LOUIS,
 AN0244'BROWNSVILLE AND MEXICO RAILWAY STATION AT BUCKEYE, MATAGORDA COUNTY,
 AN0244'0.3 MILE WEST OF THE CANAL, 0.1 MILE SOUTH OF A TREE, 30 FEET WEST OF
 AN0244'THE CENTER LINE OF THE ROAD, 7 FEET WEST OF A FENCE, 3 FEET NORTH OF A
 AN0244'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AN0244'STAMPED D 581 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0244'0.8 FOOT ABOVE GROUND.
 AN0244
 AN0244                          STATION RECOVERY (1991)
 AN0244
 AN0244'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0292 ***********************************************************************
 AN0292  DESIGNATION -  D 583
 AN0292  PID         -  AN0292
 AN0292  STATE/COUNTY-  TX/MATAGORDA
 AN0292  USGS QUAD   -  PALACIOS POINT (1973)
 AN0292
 AN0292                         *CURRENT SURVEY CONTROL
 AN0292  ___________________________________________________________________
 AN0292* NAD 83(1986)-  28 36 18.     (N)    096 13 28.     (W)     SCALED    
 AN0292* NAVD 88     -         1.43   (+/-2cm)       4.7    (feet)  VERTCON   
 AN0292  ___________________________________________________________________
 AN0292  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN0292
 AN0292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0292
 AN0292.The horizontal coordinates were scaled from a topographic map and have
 AN0292.an estimated accuracy of +/- 6 seconds.
 AN0292
 AN0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0292.The vertical order pertains to the NGVD 29 superseded value.
 AN0292
 AN0292.The geoid height was determined by GEOID03.
 AN0292
 AN0292;                    North         East    Units  Estimated Accuracy
 AN0292;SPC TXSC     - 4,088,740.      871,430.      MT  (+/- 180 meters Scaled)
 AN0292
 AN0292                          SUPERSEDED SURVEY CONTROL
 AN0292
 AN0292  NGVD 29 (??/??/92)    1.511  (m)            4.96   (f) ADJ UNCH    2 0
 AN0292
 AN0292.Superseded values are not recommended for survey control.
 AN0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0292.See file dsdata.txt to determine how the superseded data were derived.
 AN0292
 AN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS714673(NAD 83)
 AN0292_MARKER: DB = BENCH MARK DISK
 AN0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0292_STAMPING: D 583 1941
 AN0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0292+STABILITY: SURFACE MOTION
 AN0292
 AN0292  HISTORY     - Date     Condition        Report By
 AN0292  HISTORY     - 1941     MONUMENTED       CGS
 AN0292
 AN0292                          STATION DESCRIPTION
 AN0292
 AN0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0292'10.6 MI SW FROM COLLEGEPORT.
 AN0292'10.6 MILES SOUTHWEST OF COLLEGEPORT, MATAGORDA COUNTY.  THIS BENCH
 AN0292'MARK MAY BE REACHED FROM THE SCHOOL BY GOING 0.6 MILE EAST ALONG A
 AN0292'PAVED COUNTY ROAD, THENCE 9.0 MILES SOUTH ALONG THE OYSTER LAKE ROAD,
 AN0292'CROSS THE BRIDGE ONTO THE SAVAGE PROPERTY AND GO 0.9 MILE TO A FORK IN
 AN0292'THE ROAD, THENCE RIGHT 0.1 MILE ALONG THE BEACH ROAD.  IT IS ON
 AN0292'MATAGORDA BAY, IN A SMALL CLEARING, 90 FEET SOUTHEAST OF THE HIGH
 AN0292'WATERMARK ON THE BAY, 47.4 FEET NORTHWEST OF THE CENTER LINE OF THE
 AN0292'ROAD, AT THE POINT WHERE THE TREES OPEN IN A WEDGE-SHAPED CLEARING TO
 AN0292'THE BEACH, AND 4 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A
 AN0292'STANDARD DISK, STAMPED D 583 1941 AND SET IN THE TOP OF A CONCRETE
 AN0292'POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0162 ***********************************************************************
 AN0162  DESIGNATION -  D 584
 AN0162  PID         -  AN0162
 AN0162  STATE/COUNTY-  TX/MATAGORDA
 AN0162  USGS QUAD   -  TURTLE BAY (1995)
 AN0162
 AN0162                         *CURRENT SURVEY CONTROL
 AN0162  ___________________________________________________________________
 AN0162* NAD 83(1986)-  28 43 11.     (N)    096 15 20.     (W)     SCALED    
 AN0162* NAVD 88     -         3.22   (+/-2cm)      10.6    (feet)  VERTCON   
 AN0162  ___________________________________________________________________
 AN0162  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN0162
 AN0162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0162
 AN0162.The horizontal coordinates were scaled from a topographic map and have
 AN0162.an estimated accuracy of +/- 6 seconds.
 AN0162
 AN0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0162.The vertical order pertains to the NGVD 29 superseded value.
 AN0162
 AN0162.The geoid height was determined by GEOID03.
 AN0162
 AN0162;                    North         East    Units  Estimated Accuracy
 AN0162;SPC TXSC     - 4,101,380.      868,090.      MT  (+/- 180 meters Scaled)
 AN0162
 AN0162                          SUPERSEDED SURVEY CONTROL
 AN0162
 AN0162  NGVD 29 (??/??/92)    3.29   (m)           10.8    (f) COMPUTED    2 0
 AN0162
 AN0162.Superseded values are not recommended for survey control.
 AN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0162.See file dsdata.txt to determine how the superseded data were derived.
 AN0162
 AN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS680800(NAD 83)
 AN0162_MARKER: DB = BENCH MARK DISK
 AN0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0162_SP_SET: CULVERT
 AN0162_STAMPING: D 584 1941
 AN0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0162
 AN0162  HISTORY     - Date     Condition        Report By
 AN0162  HISTORY     - 1941     MONUMENTED       CGS
 AN0162
 AN0162                          STATION DESCRIPTION
 AN0162
 AN0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0162'3.0 MI W FROM PALACIOS.
 AN0162'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AN0162'PALACIOS-- GO WESTERLY 3.0 MILES ALONG STATE HIWAY NO. 35 TO THE SITE
 AN0162'OF THE MARK.  BENCH MARK IS AT THE WEST END OF NORTH HEADWALL OF A 3X4
 AN0162'FOOT CONCRETE BOX CULVERT, 0.2 MILE WEST OF THE WEST END OF CAMP HULEN
 AN0162'AIRPORT.  A MONEL METAL DISK SET HORIZONTALLY IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0163 ***********************************************************************
 AN0163  DESIGNATION -  D 584 RESET 1963
 AN0163  PID         -  AN0163
 AN0163  STATE/COUNTY-  TX/MATAGORDA
 AN0163  USGS QUAD   -  TURTLE BAY (1995)
 AN0163
 AN0163                         *CURRENT SURVEY CONTROL
 AN0163  ___________________________________________________________________
 AN0163* NAD 83(1986)-  28 43 11.     (N)    096 15 20.     (W)     SCALED    
 AN0163* NAVD 88     -         2.89   (+/-2cm)       9.5    (feet)  VERTCON   
 AN0163  ___________________________________________________________________
 AN0163  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN0163
 AN0163  VERT ORDER  -  THIRD (See Below)
 AN0163
 AN0163.The horizontal coordinates were scaled from a topographic map and have
 AN0163.an estimated accuracy of +/- 6 seconds.
 AN0163
 AN0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0163.The vertical order pertains to the NGVD 29 superseded value.
 AN0163
 AN0163.The geoid height was determined by GEOID03.
 AN0163
 AN0163;                    North         East    Units  Estimated Accuracy
 AN0163;SPC TXSC     - 4,101,380.      868,090.      MT  (+/- 180 meters Scaled)
 AN0163
 AN0163                          SUPERSEDED SURVEY CONTROL
 AN0163
 AN0163  NGVD 29 (??/??/??)    2.96   (m)            9.7    (f) RESET       3  
 AN0163
 AN0163.Superseded values are not recommended for survey control.
 AN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0163.See file dsdata.txt to determine how the superseded data were derived.
 AN0163
 AN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS680800(NAD 83)
 AN0163_MARKER: DB = BENCH MARK DISK
 AN0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0163_STAMPING: D 584 RESET 1963
 AN0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0163+STABILITY: SURFACE MOTION
 AN0163
 AN0163  HISTORY     - Date     Condition        Report By
 AN0163  HISTORY     - 1963     MONUMENTED       CGS
 AN0163
 AN0163                          STATION DESCRIPTION
 AN0163
 AN0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0163'3.0 MI W FROM PALACIOS.
 AN0163'2.85 MILES WEST ALONG STATE HIGHWAY 35 FROM THE INTERSECTION WITH LOOP
 AN0163'141 IN NORTHEAST SECTION OF PALACIOS, MATAGORDA COUNTY, 0.15 MILE EAST
 AN0163'OF T-JUNCTION OF ROAD TO THE PALACIOS MUNICIPAL AIRPORT, ACROSS
 AN0163'HIGHWAY FROM THE ALCORNS COTTAGE, 155 FEET EAST OF TELEPHONE POLE
 AN0163'WHICH SUPPORTS TWO METAL JUNCTION-BOXES, 71 FEET NORTH OF CENTER LINE
 AN0163'OF HIGHWAY 35, 15.5 FEET WEST OF A TELEPHONE POLE, 2-FEET NORTHEAST OF
 AN0163'METAL WITNESS POST, 1 FOOT NORTH OF RIGHT-OF-WAY FENCE. A STANDARD
 AN0163'DISK, STAMPED D 584 RESET 1963 SET IN TOP OF 10- BY 10-INCH CONCRETE
 AN0163'POST WHICH PROJECTS 6-INCHES.  AT TEXAS HIGHWAY DEPARTMENT STATION 90
 AN0163'+ 89.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4460 ***********************************************************************
 AW4460  DESIGNATION -  D 586
 AW4460  PID         -  AW4460
 AW4460  STATE/COUNTY-  TX/BRAZORIA
 AW4460  USGS QUAD   -  SWEENY (1972)
 AW4460
 AW4460                         *CURRENT SURVEY CONTROL
 AW4460  ___________________________________________________________________
 AW4460* NAD 83(1986)-  29 00 05.     (N)    095 38 39.     (W)     SCALED    
 AW4460* NAVD 88     -         7.38   (+/-2cm)      24.2    (feet)  VERTCON   
 AW4460  ___________________________________________________________________
 AW4460  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW4460
 AW4460  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4460
 AW4460.The horizontal coordinates were scaled from a topographic map and have
 AW4460.an estimated accuracy of +/- 6 seconds.
 AW4460
 AW4460.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4460.The vertical order pertains to the NGVD 29 superseded value.
 AW4460
 AW4460.The geoid height was determined by GEOID03.
 AW4460
 AW4460;                    North         East    Units  Estimated Accuracy
 AW4460;SPC TXSC     - 4,134,140.      926,900.      MT  (+/- 180 meters Scaled)
 AW4460
 AW4460                          SUPERSEDED SURVEY CONTROL
 AW4460
 AW4460  NGVD 29 (??/??/92)    7.402  (m)           24.28   (f) ADJ UNCH    2 0
 AW4460
 AW4460.Superseded values are not recommended for survey control.
 AW4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4460.See file dsdata.txt to determine how the superseded data were derived.
 AW4460
 AW4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN424110(NAD 83)
 AW4460_MARKER: DB = BENCH MARK DISK
 AW4460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4460_STAMPING: D 586 1941
 AW4460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4460+STABILITY: SURFACE MOTION
 AW4460
 AW4460  HISTORY     - Date     Condition        Report By
 AW4460  HISTORY     - 1941     MONUMENTED       CGS
 AW4460  HISTORY     - 1951     GOOD             NGS
 AW4460
 AW4460                          STATION DESCRIPTION
 AW4460
 AW4460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW4460'0.3 MI E FROM SWEENY.
 AW4460'0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AW4460'SWEENY.  THENCE 3.9 MILES SOUTHEAST ALONG A SHELL ROAD.  AT FOUR
 AW4460'CORNERS, 128 FEET NORTH OF THE CENTER OF THE ROAD INTERSECTION, 51
 AW4460'FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTHWEST, 26 FEET
 AW4460'EAST OF A POWER-LINE POLE, 8 FEET EAST OF A FENCE CORNER, 1.5 FEET
 AW4460'SOUTH OF THE FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AW4460'LEVEL WITH THE ROAD LEADING NORTHWEST.  A STANDARD DISK, STAMPED D 586
 AW4460'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AW4460'GROUND.  NOTE-- USGS REPORT-- BEING COVERED BY FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0314 ***********************************************************************
 AM0314  DESIGNATION -  D 587 RESET 1967
 AM0314  PID         -  AM0314
 AM0314  STATE/COUNTY-  TX/BRAZORIA
 AM0314  USGS QUAD   -  JONES CREEK (1974)
 AM0314
 AM0314                         *CURRENT SURVEY CONTROL
 AM0314  ___________________________________________________________________
 AM0314* NAD 83(1986)-  28 53 24.     (N)    095 29 07.     (W)     SCALED    
 AM0314* NAVD 88     -         0.63   (+/-2cm)       2.1    (feet)  VERTCON   
 AM0314  ___________________________________________________________________
 AM0314  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AM0314
 AM0314  VERT ORDER  -  THIRD (See Below)
 AM0314
 AM0314.The horizontal coordinates were scaled from a topographic map and have
 AM0314.an estimated accuracy of +/- 6 seconds.
 AM0314
 AM0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0314.The vertical order pertains to the NGVD 29 superseded value.
 AM0314
 AM0314.The geoid height was determined by GEOID03.
 AM0314
 AM0314;                    North         East    Units  Estimated Accuracy
 AM0314;SPC TXSC     - 4,122,260.      942,740.      MT  (+/- 180 meters Scaled)
 AM0314
 AM0314                          SUPERSEDED SURVEY CONTROL
 AM0314
 AM0314  NGVD 29 (??/??/??)    0.66   (m)            2.2    (f) RESET       3  
 AM0314
 AM0314.Superseded values are not recommended for survey control.
 AM0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0314.See file dsdata.txt to determine how the superseded data were derived.
 AM0314
 AM0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM576983(NAD 83)
 AM0314_MARKER: DB = BENCH MARK DISK
 AM0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0314_STAMPING: D 587 RESET 1967
 AM0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0314+STABILITY: SURFACE MOTION
 AM0314
 AM0314  HISTORY     - Date     Condition        Report By
 AM0314  HISTORY     - 1967     MONUMENTED       CGS
 AM0314
 AM0314                          STATION DESCRIPTION
 AM0314
 AM0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AM0314'18.3 MI E FROM SARGENT.
 AM0314'ABOUT 2.6 MILES NORTH ALONG F.M. HIGHWAY 457 FROM THE POST OFFICE IN
 AM0314'SARGENT, THENCE 8.8 MILES NORTHEAST ALONG F.M. HIGHWAY 2611, THENCE
 AM0314'6.9 MILES SOUTHEAST ALONG F.M. HIGHWAY 2918 TO SITE OF MARK, 60 FEET
 AM0314'SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 33 FEET NORTHWEST OF A
 AM0314'T-FENCE CORNER, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, AND AT TEXAS
 AM0314'HIGHWAY DEPARTMENT STATION 366 + 86.  A C. AND G.S.  DISK SET IN A 12
 AM0314'X 12 IN. CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF
 AM0314'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0765 ***********************************************************************
 AH0765  DESIGNATION -  D 588
 AH0765  PID         -  AH0765
 AH0765  STATE/COUNTY-  TX/SAN PATRICIO
 AH0765  USGS QUAD   -  ODEM (1975)
 AH0765
 AH0765                         *CURRENT SURVEY CONTROL
 AH0765  ___________________________________________________________________
 AH0765* NAD 83(1986)-  27 53 29.     (N)    097 31 50.     (W)     SCALED    
 AH0765* NAVD 88     -         1.94   (+/-2cm)       6.4    (feet)  VERTCON   
 AH0765  ___________________________________________________________________
 AH0765  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AH0765
 AH0765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0765
 AH0765.The horizontal coordinates were scaled from a topographic map and have
 AH0765.an estimated accuracy of +/- 6 seconds.
 AH0765
 AH0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0765.The vertical order pertains to the NGVD 29 superseded value.
 AH0765
 AH0765.The geoid height was determined by GEOID03.
 AH0765
 AH0765;                    North         East    Units  Estimated Accuracy
 AH0765;SPC TX S     - 5,246,860.      395,450.      MT  (+/- 180 meters Scaled)
 AH0765
 AH0765                          SUPERSEDED SURVEY CONTROL
 AH0765
 AH0765  NGVD 29 (??/??/92)    2.110  (m)            6.92   (f) ADJ UNCH    2 0
 AH0765
 AH0765.Superseded values are not recommended for survey control.
 AH0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0765.See file dsdata.txt to determine how the superseded data were derived.
 AH0765
 AH0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR446860(NAD 83)
 AH0765_MARKER: DB = BENCH MARK DISK
 AH0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0765_STAMPING: D 588 1942
 AH0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0765+STABILITY: SURFACE MOTION
 AH0765
 AH0765  HISTORY     - Date     Condition        Report By
 AH0765  HISTORY     - 1942     MONUMENTED       CGS
 AH0765  HISTORY     - 1949     GOOD             NGS
 AH0765
 AH0765                          STATION DESCRIPTION
 AH0765
 AH0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0765'7.5 MI SE FROM ODEM.
 AH0765'7.5 MILES SOUTHEAST OF ODEM, SAN PATRICIO COUNTY.  THIS BENCH MARK MAY
 AH0765'BE REACHED FROM THE SAN ANTONIO, UVALDE AND GULF RAILROAD STATION BY
 AH0765'GOING 2.7 MILES EAST ALONG FARM ROAD 631, THENCE 1,5 MILES SOUTH ALONG
 AH0765'A PAVED ROAD TO A PRIVATE ROAD LEADING TO THE OLD TURNER RANCH HOUSE,
 AH0765'THENCE 1.0 MILE SOUTH TO A GATE AND 0.4 MILE WEST TO THE RANCH HOUSE,
 AH0765'AND THENCE 1.9 MILES SOUTHEAST ALONG AN OLD ROAD AND A TRAIL AT THE
 AH0765'BASE OF THE BLUFF ALONG NUECES BAY.  IT IS 0.8 MILE WEST OF A WATER
 AH0765'HOLE FOR CATTLE, ON THE OUTSIDE OF A CURVE, 265 FEET SOUTHEAST OF THE
 AH0765'POINT WHERE THE ROAD CROSSES A SANDY STRETCH OF THE BAY SHORE, ON A
 AH0765'SLIGHT RIDGE, 34 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND
 AH0765'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED D 588 1942 AND SET IN
 AH0765'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 AH0765
 AH0765                          STATION RECOVERY (1949)
 AH0765
 AH0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0779 ***********************************************************************
 AH0779  DESIGNATION -  D 589
 AH0779  PID         -  AH0779
 AH0779  STATE/COUNTY-  TX/NUECES
 AH0779  USGS QUAD   -  ANNAVILLE (1975)
 AH0779
 AH0779                         *CURRENT SURVEY CONTROL
 AH0779  ___________________________________________________________________
 AH0779* NAD 83(1986)-  27 48 37.     (N)    097 32 08.     (W)     SCALED    
 AH0779* NAVD 88     -        16.11   (+/-2cm)      52.9    (feet)  VERTCON   
 AH0779  ___________________________________________________________________
 AH0779  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH0779
 AH0779  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0779
 AH0779.The horizontal coordinates were scaled from a topographic map and have
 AH0779.an estimated accuracy of +/- 6 seconds.
 AH0779
 AH0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0779.The vertical order pertains to the NGVD 29 superseded value.
 AH0779
 AH0779.The geoid height was determined by GEOID03.
 AH0779
 AH0779;                    North         East    Units  Estimated Accuracy
 AH0779;SPC TX S     - 5,237,870.      395,030.      MT  (+/- 180 meters Scaled)
 AH0779
 AH0779                          SUPERSEDED SURVEY CONTROL
 AH0779
 AH0779  NGVD 29 (??/??/92)   16.266  (m)           53.37   (f) ADJ UNCH    1 2
 AH0779
 AH0779.Superseded values are not recommended for survey control.
 AH0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0779.See file dsdata.txt to determine how the superseded data were derived.
 AH0779
 AH0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR442770(NAD 83)
 AH0779_MARKER: DB = BENCH MARK DISK
 AH0779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0779_SP_SET: RETAINING WALL
 AH0779_STAMPING: D 589 1942
 AH0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0779
 AH0779  HISTORY     - Date     Condition        Report By
 AH0779  HISTORY     - 1942     MONUMENTED       CGS
 AH0779  HISTORY     - 1951     GOOD             NGS
 AH0779  HISTORY     - 20010728 GOOD             USPSQD
 AH0779
 AH0779                          STATION DESCRIPTION
 AH0779
 AH0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0779'1.6 MI N FROM CLARKWOOD.
 AH0779'TO REACH FROM THE CITY WATER TANK AT CLARKWOOD-- PROCEED 1.6 MILES
 AH0779'NORTH ALONG OILED COUNTY ROAD TO THE SITE OF THE BENCH MARK.  BENCH
 AH0779'MARK IS ABOUT 0.7 MILE SOUTH OF INTERSECTION OF STATE HIGHWAY NO.9, AT
 AH0779'THE HUMBLE REFINERY ON THE WEST SIDE OF THE ROAD AND SET HORIZONTALLY
 AH0779'IN CONCRETE RETAINING WALL OF DRAINAGE DITCH.  IT IS 28.0 FEET NORTH
 AH0779'OF THE CENTER LINE OF DOUBLE PIPE CULVERT UNDER DRIVEWAY TO REFINERY
 AH0779'OFFICE, 23.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AH0779'CENTERLINE OF THE ROAD, 3.0 FEET SOUTH OF CORNER OF RETAINING WALL,
 AH0779'2.8 FEET EAST OF THE SOUTHEAST CORNER OF REFINERY OFFICE BUILDING AND
 AH0779'IN LINE WITH POWER LINE.
 AH0779
 AH0779                          STATION RECOVERY (1951)
 AH0779
 AH0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0779'RECOVERED IN GOOD CONDITION.
 AH0779
 AH0779                          STATION RECOVERY (2001)
 AH0779
 AH0779'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1000 ***********************************************************************
 AH1000  DESIGNATION -  D 590
 AH1000  PID         -  AH1000
 AH1000  STATE/COUNTY-  TX/NUECES
 AH1000  USGS QUAD   -  BANQUETE (1979)
 AH1000
 AH1000                         *CURRENT SURVEY CONTROL
 AH1000  ___________________________________________________________________
 AH1000* NAD 83(1986)-  27 45 31.     (N)    097 49 10.     (W)     SCALED    
 AH1000* NAVD 88     -        26.069  (meters)      85.53   (feet)  ADJUSTED  
 AH1000  ___________________________________________________________________
 AH1000  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH1000  DYNAMIC HT  -          26.029 (meters)      85.40  (feet)  COMP
 AH1000  MODELED GRAV-     979,109.7   (mgal)                       NAVD 88
 AH1000
 AH1000  VERT ORDER  -  FIRST     CLASS II
 AH1000
 AH1000.The horizontal coordinates were scaled from a topographic map and have
 AH1000.an estimated accuracy of +/- 6 seconds.
 AH1000
 AH1000.The orthometric height was determined by differential leveling
 AH1000.and adjusted by the National Geodetic Survey in June 1991..
 AH1000
 AH1000.The geoid height was determined by GEOID03.
 AH1000
 AH1000.The dynamic height is computed by dividing the NAVD 88
 AH1000.geopotential number by the normal gravity value computed on the
 AH1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1000.degrees latitude (g = 980.6199 gals.).
 AH1000
 AH1000.The modeled gravity was interpolated from observed gravity values.
 AH1000
 AH1000;                    North         East    Units  Estimated Accuracy
 AH1000;SPC TX S     - 5,231,960.      367,090.      MT  (+/- 180 meters Scaled)
 AH1000
 AH1000                          SUPERSEDED SURVEY CONTROL
 AH1000
 AH1000  NGVD 29 (??/??/92)   26.198  (m)           85.95   (f) ADJ UNCH    1 2
 AH1000
 AH1000.Superseded values are not recommended for survey control.
 AH1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1000.See file dsdata.txt to determine how the superseded data were derived.
 AH1000
 AH1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR163710(NAD 83)
 AH1000_MARKER: DB = BENCH MARK DISK
 AH1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1000_STAMPING: D 590 1942
 AH1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1000+STABILITY: SURFACE MOTION
 AH1000
 AH1000  HISTORY     - Date     Condition        Report By
 AH1000  HISTORY     - 1942     MONUMENTED       CGS
 AH1000  HISTORY     - 1951     GOOD             NGS
 AH1000  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH1000
 AH1000                          STATION DESCRIPTION
 AH1000
 AH1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH1000'3.25 MI SW FROM BANQUETE.
 AH1000'0.1 MILE WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE FREIGHT
 AH1000'STATION AT BANQUETE, THENCE 3.15 MILES SOUTH ALONG FARM ROAD 666, 41
 AH1000'FEET WEST OF THE CENTER LINE OF THE ROAD, 45 FEET NORTH OF A PIPE LINE
 AH1000'CROSSING, 27 FEET NORTH OF THE CENTER OF AN IRON FRAME GATE, 1 FOOT
 AH1000'WEST OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AH1000'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AH1000
 AH1000                          STATION RECOVERY (1975)
 AH1000
 AH1000'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0815 ***********************************************************************
 AN0815  DESIGNATION -  D 591
 AN0815  PID         -  AN0815
 AN0815  STATE/COUNTY-  TX/CALHOUN
 AN0815  USGS QUAD   -  GREEN LAKE (1995)
 AN0815
 AN0815                         *CURRENT SURVEY CONTROL
 AN0815  ___________________________________________________________________
 AN0815* NAD 83(1986)-  28 36 07.     (N)    096 51 09.     (W)     SCALED    
 AN0815* NAVD 88     -        12.54   (+/-2cm)      41.1    (feet)  VERTCON   
 AN0815  ___________________________________________________________________
 AN0815  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0815
 AN0815  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0815
 AN0815.The horizontal coordinates were scaled from a topographic map and have
 AN0815.an estimated accuracy of +/- 6 seconds.
 AN0815
 AN0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0815.The vertical order pertains to the NGVD 29 superseded value.
 AN0815
 AN0815.The geoid height was determined by GEOID03.
 AN0815
 AN0815;                    North         East    Units  Estimated Accuracy
 AN0815;SPC TXSC     - 4,087,110.      810,020.      MT  (+/- 180 meters Scaled)
 AN0815
 AN0815                          SUPERSEDED SURVEY CONTROL
 AN0815
 AN0815  NGVD 29 (??/??/92)   12.665  (m)           41.55   (f) ADJ UNCH    2 0
 AN0815
 AN0815.Superseded values are not recommended for survey control.
 AN0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0815.See file dsdata.txt to determine how the superseded data were derived.
 AN0815
 AN0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS099657(NAD 83)
 AN0815_MARKER: DB = BENCH MARK DISK
 AN0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0815_STAMPING: D 591 1942
 AN0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0815+STABILITY: SURFACE MOTION
 AN0815
 AN0815  HISTORY     - Date     Condition        Report By
 AN0815  HISTORY     - 1942     MONUMENTED       CGS
 AN0815  HISTORY     - 1974     GOOD             NGS
 AN0815  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0815  HISTORY     - 19920809 GOOD             USPSQD
 AN0815
 AN0815                          STATION DESCRIPTION
 AN0815
 AN0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AN0815'4.2 MI SE FROM BLOOMINGTON.
 AN0815'4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 185 FROM THE DEPOT AND
 AN0815'RAILROAD CROSSING OF THE MISSOURI-PACIFIC RAILROAD IN BLOOMINGTON, 0.6
 AN0815'MILE SOUTHEAST OF A SMALL CONCRETE BRIDGE UNDER THE HIGHWAY, 0.4 MILE
 AN0815'SOUTHEAST OF THE DRIVEWAY LEADING SOUTHWEST TO A LARGE METAL BUILDING
 AN0815'OWNED BY THE MARATHON OIL COMPANY, 0.4 MILE NORTHWEST OF A DRIVEWAY
 AN0815'LEADING SOUTHWEST INTO THE WELDER RANCH, 266 FEET WEST-NORTHWEST AND
 AN0815'ACROSS THE HIGHWAY FROM A T FENCE CORNER AND METAL GATE, 120 FEET
 AN0815'NORTH OF A SMALL METAL RAILROAD SIGN LETTERED SL, 58 FEET SOUTHWEST OF
 AN0815'THE CENTER OF HIGHWAY 185, 43 FEET NORTHEAST OF THE CENTER OF THE
 AN0815'MISSOURI-PACIFIC RAILROAD, 1.9 FEET NORTH OF A METAL WITNESS POST, AND
 AN0815'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2-INCHES.
 AN0815
 AN0815                          STATION RECOVERY (1988)
 AN0815
 AN0815'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0815'MARK NOT FOUND.
 AN0815
 AN0815                          STATION RECOVERY (1992)
 AN0815
 AN0815'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 AN0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0394 ***********************************************************************
 AN0394  DESIGNATION -  D 594 RESET 1971
 AN0394  PID         -  AN0394
 AN0394  STATE/COUNTY-  TX/REFUGIO
 AN0394  USGS QUAD   -  AUSTWELL (1973)
 AN0394
 AN0394                         *CURRENT SURVEY CONTROL
 AN0394  ___________________________________________________________________
 AN0394* NAD 83(1986)-  28 23 41.     (N)    096 51 15.     (W)     SCALED    
 AN0394* NAVD 88     -         7.89   (+/-2cm)      25.9    (feet)  VERTCON   
 AN0394  ___________________________________________________________________
 AN0394  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN0394
 AN0394  VERT ORDER  -  THIRD (See Below)
 AN0394
 AN0394.The horizontal coordinates were scaled from a topographic map and have
 AN0394.an estimated accuracy of +/- 6 seconds.
 AN0394
 AN0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0394.The vertical order pertains to the NGVD 29 superseded value.
 AN0394
 AN0394.The geoid height was determined by GEOID03.
 AN0394
 AN0394;                    North         East    Units  Estimated Accuracy
 AN0394;SPC TXSC     - 4,064,150.      810,280.      MT  (+/- 180 meters Scaled)
 AN0394
 AN0394                          SUPERSEDED SURVEY CONTROL
 AN0394
 AN0394  NGVD 29 (01/29/03)    8.02   (m)           26.3    (f) RESET       3  
 AN0394
 AN0394.Superseded values are not recommended for survey control.
 AN0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0394.See file dsdata.txt to determine how the superseded data were derived.
 AN0394
 AN0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS102428(NAD 83)
 AN0394_MARKER: DD = SURVEY DISK
 AN0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0394_SP_SET: CULVERT
 AN0394_STAMPING: D 594 RESET 1971
 AN0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0394
 AN0394  HISTORY     - Date     Condition        Report By
 AN0394  HISTORY     - 1971     MONUMENTED       TXHD
 AN0394  HISTORY     - 1972     GOOD             TXHD
 AN0394  HISTORY     - 1988     GOOD             USPSQD
 AN0394  HISTORY     - 1988     GOOD             USPSQD
 AN0394  HISTORY     - 1990     GOOD             USPSQD
 AN0394  HISTORY     - 19990724 GOOD             USPSQD
 AN0394
 AN0394                          STATION DESCRIPTION
 AN0394
 AN0394'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AN0394'0.7 MI NW FROM AUSTWELL.
 AN0394'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 113 FROM THE ST. LOIUS,
 AN0394'BROWNSVILLE AND MEXICO RAILWAY STATION AT AUSTWELL, SET IN THE TOP OF
 AN0394'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT, 29
 AN0394'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT
 AN0394'HIGHER THAN THE HIGHWAY.
 AN0394
 AN0394                          STATION RECOVERY (1988)
 AN0394
 AN0394'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0394'RECOVERED IN GOOD CONDITION.
 AN0394
 AN0394                          STATION RECOVERY (1988)
 AN0394
 AN0394'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0394'RECOVERED IN GOOD CONDITION.
 AN0394
 AN0394                          STATION RECOVERY (1990)
 AN0394
 AN0394'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0394'RECOVERED IN GOOD CONDITION.
 AN0394
 AN0394                          STATION RECOVERY (1999)
 AN0394
 AN0394'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0352 ***********************************************************************
 AN0352  DESIGNATION -  D 595
 AN0352  PID         -  AN0352
 AN0352  STATE/COUNTY-  TX/REFUGIO
 AN0352  USGS QUAD   -  TIVOLI (1973)
 AN0352
 AN0352                         *CURRENT SURVEY CONTROL
 AN0352  ___________________________________________________________________
 AN0352* NAD 83(1986)-  28 24 47.     (N)    096 54 00.     (W)     SCALED    
 AN0352* NAVD 88     -         9.66   (+/-2cm)      31.7    (feet)  VERTCON   
 AN0352  ___________________________________________________________________
 AN0352  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN0352
 AN0352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0352
 AN0352.The horizontal coordinates were scaled from a topographic map and have
 AN0352.an estimated accuracy of +/- 6 seconds.
 AN0352
 AN0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0352.The vertical order pertains to the NGVD 29 superseded value.
 AN0352
 AN0352.The geoid height was determined by GEOID03.
 AN0352
 AN0352;                    North         East    Units  Estimated Accuracy
 AN0352;SPC TXSC     - 4,066,100.      805,750.      MT  (+/- 180 meters Scaled)
 AN0352
 AN0352                          SUPERSEDED SURVEY CONTROL
 AN0352
 AN0352  NGVD 29 (??/??/92)    9.781  (m)           32.09   (f) ADJ UNCH    2 0
 AN0352
 AN0352.Superseded values are not recommended for survey control.
 AN0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0352.See file dsdata.txt to determine how the superseded data were derived.
 AN0352
 AN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS057447(NAD 83)
 AN0352_MARKER: DB = BENCH MARK DISK
 AN0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0352_SP_SET: CULVERT
 AN0352_STAMPING: D 595 1942
 AN0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0352
 AN0352  HISTORY     - Date     Condition        Report By
 AN0352  HISTORY     - 1942     MONUMENTED       CGS
 AN0352  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0352  HISTORY     - 19940716 GOOD             USPSQD
 AN0352  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0352
 AN0352                          STATION DESCRIPTION
 AN0352
 AN0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0352'3.0 MI S FROM TIVOLI.
 AN0352'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 35 AND 113 AT
 AN0352'TIVOLI-- PROCEED SOUTH 3.0 MILES ON STATE HIGHWAY NO. 35 TO A CONCRETE
 AN0352'CULVERT NEAR A T ROAD INTERSECTION AND SITE OF BENCH MARK. BENCH MARK
 AN0352'IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL
 AN0352'OF A 2 X 6 FOOT CONCRETE CULVERT.  IT IS 90.0 FEET NORTH OF THE CENTER
 AN0352'OF THE INTERSECTION AND 16.0 FEET WEST OF THE CENTERLINE OF HIGHWAY
 AN0352'NO. 35.
 AN0352
 AN0352                          STATION RECOVERY (1990)
 AN0352
 AN0352'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0352'MARK NOT FOUND.
 AN0352
 AN0352                          STATION RECOVERY (1994)
 AN0352
 AN0352'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0352'RECOVERED IN GOOD CONDITION.
 AN0352
 AN0352                          STATION RECOVERY (1999)
 AN0352
 AN0352'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0353 ***********************************************************************
 AN0353  DESIGNATION -  D 595 RESET 1955
 AN0353  PID         -  AN0353
 AN0353  STATE/COUNTY-  TX/REFUGIO
 AN0353  USGS QUAD   -  TIVOLI (1973)
 AN0353
 AN0353                         *CURRENT SURVEY CONTROL
 AN0353  ___________________________________________________________________
 AN0353* NAD 83(1986)-  28 24 47.     (N)    096 54 00.     (W)     SCALED    
 AN0353* NAVD 88     -         9.49   (+/-2cm)      31.1    (feet)  VERTCON   
 AN0353  ___________________________________________________________________
 AN0353  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN0353
 AN0353  VERT ORDER  -  THIRD (See Below)
 AN0353
 AN0353.The horizontal coordinates were scaled from a topographic map and have
 AN0353.an estimated accuracy of +/- 6 seconds.
 AN0353
 AN0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0353.The vertical order pertains to the NGVD 29 superseded value.
 AN0353
 AN0353.The geoid height was determined by GEOID03.
 AN0353
 AN0353;                    North         East    Units  Estimated Accuracy
 AN0353;SPC TXSC     - 4,066,100.      805,750.      MT  (+/- 180 meters Scaled)
 AN0353
 AN0353                          SUPERSEDED SURVEY CONTROL
 AN0353
 AN0353  NGVD 29 (01/29/03)    9.61   (m)           31.5    (f) RESET       3  
 AN0353
 AN0353.Superseded values are not recommended for survey control.
 AN0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0353.See file dsdata.txt to determine how the superseded data were derived.
 AN0353
 AN0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS057447(NAD 83)
 AN0353_MARKER: DD = SURVEY DISK
 AN0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0353_SP_SET: CULVERT
 AN0353_STAMPING: D 595 RESET 1955
 AN0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0353
 AN0353  HISTORY     - Date     Condition        Report By
 AN0353  HISTORY     - 1955     MONUMENTED       TXHD
 AN0353  HISTORY     - 1987     GOOD             USPSQD
 AN0353  HISTORY     - 1988     GOOD             USPSQD
 AN0353  HISTORY     - 1988     GOOD             USPSQD
 AN0353  HISTORY     - 1989     GOOD             USPSQD
 AN0353  HISTORY     - 1990     GOOD             USPSQD
 AN0353  HISTORY     - 1990     GOOD             USPSQD
 AN0353  HISTORY     - 19990726 GOOD             USPSQD
 AN0353
 AN0353                          STATION DESCRIPTION
 AN0353
 AN0353'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0353'3 MI S FROM TIVOLI.
 AN0353'3 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0353'HIGHWAY 113 AT TIVOLI, AT A T JUNCTION.  90 FEET NORTH OF THE CENTER
 AN0353'OF THE JUNCTION, 22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A 2
 AN0353'BY 6-FOOT CONCRETE CULVERT AND IN THE TOP OF THE SOUTH END OF THE WEST
 AN0353'HEADWALL.
 AN0353
 AN0353                          STATION RECOVERY (1987)
 AN0353
 AN0353'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0353'RECOVERED IN GOOD CONDITION.
 AN0353
 AN0353                          STATION RECOVERY (1988)
 AN0353
 AN0353'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0353'RECOVERED IN GOOD CONDITION.
 AN0353
 AN0353                          STATION RECOVERY (1988)
 AN0353
 AN0353'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN0353'RECOVERED IN GOOD CONDITION.
 AN0353
 AN0353                          STATION RECOVERY (1989)
 AN0353
 AN0353'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0353'RECOVERED IN GOOD CONDITION.
 AN0353
 AN0353                          STATION RECOVERY (1990)
 AN0353
 AN0353'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0353'RECOVERED IN GOOD CONDITION.
 AN0353
 AN0353                          STATION RECOVERY (1990)
 AN0353
 AN0353'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0353'RECOVERED IN GOOD CONDITION.
 AN0353
 AN0353                          STATION RECOVERY (1999)
 AN0353
 AN0353'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0136 ***********************************************************************
 AN0136  DESIGNATION -  D 596
 AN0136  PID         -  AN0136
 AN0136  STATE/COUNTY-  TX/JACKSON
 AN0136  USGS QUAD   -  TURTLE BAY (1995)
 AN0136
 AN0136                         *CURRENT SURVEY CONTROL
 AN0136  ___________________________________________________________________
 AN0136* NAD 83(1986)-  28 41 20.     (N)    096 21 25.     (W)     SCALED    
 AN0136* NAVD 88     -         3.68   (+/-2cm)      12.1    (feet)  VERTCON   
 AN0136  ___________________________________________________________________
 AN0136  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN0136
 AN0136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0136
 AN0136.The horizontal coordinates were scaled from a topographic map and have
 AN0136.an estimated accuracy of +/- 6 seconds.
 AN0136
 AN0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0136.The vertical order pertains to the NGVD 29 superseded value.
 AN0136
 AN0136.The geoid height was determined by GEOID03.
 AN0136
 AN0136;                    North         East    Units  Estimated Accuracy
 AN0136;SPC TXSC     - 4,097,740.      858,260.      MT  (+/- 180 meters Scaled)
 AN0136
 AN0136                          SUPERSEDED SURVEY CONTROL
 AN0136
 AN0136  NGVD 29 (??/??/92)    3.769  (m)           12.37   (f) ADJ UNCH    2 0
 AN0136
 AN0136.Superseded values are not recommended for survey control.
 AN0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0136.See file dsdata.txt to determine how the superseded data were derived.
 AN0136
 AN0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS582763(NAD 83)
 AN0136_MARKER: DB = BENCH MARK DISK
 AN0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0136_STAMPING: D 596 1942
 AN0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0136+STABILITY: SURFACE MOTION
 AN0136
 AN0136  HISTORY     - Date     Condition        Report By
 AN0136  HISTORY     - 1942     MONUMENTED       CGS
 AN0136
 AN0136                          STATION DESCRIPTION
 AN0136
 AN0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0136'12.6 MI SW FROM PALACIOS.
 AN0136'IN JACKSON COUNTY, 1.5 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE
 AN0136'JUNCTION OF STATE HIGHWAY 35 ABOUT 9.6 MILES WEST OF PALACIOS,
 AN0136'MATAGORDA COUNTY, THENCE 0.5 MILE EAST ALONG AN OILED ROAD, AND THENCE
 AN0136'1.0 MILE SOUTH ALONG A SHELL ROAD.  AT THE JUNCTION OF A ROAD LEADING
 AN0136'WEST TO A FARM, 36.4 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD,
 AN0136'30 FEET WEST OF THE CENTER LINE OF THE SHELL ROAD, 7 FEET EAST OF A
 AN0136'POWERLINE POLE, 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 1
 AN0136'FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED D 596 1942 AND SET IN
 AN0136'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0090 ***********************************************************************
 AN0090  DESIGNATION -  D 597
 AN0090  PID         -  AN0090
 AN0090  STATE/COUNTY-  TX/JACKSON
 AN0090  USGS QUAD   -  LA WARD (1995)
 AN0090
 AN0090                         *CURRENT SURVEY CONTROL
 AN0090  ___________________________________________________________________
 AN0090* NAD 83(1986)-  28 45 23.     (N)    096 27 24.     (W)     SCALED    
 AN0090* NAVD 88     -         8.34   (+/-2cm)      27.4    (feet)  VERTCON   
 AN0090  ___________________________________________________________________
 AN0090  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN0090
 AN0090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0090
 AN0090.The horizontal coordinates were scaled from a topographic map and have
 AN0090.an estimated accuracy of +/- 6 seconds.
 AN0090
 AN0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0090.The vertical order pertains to the NGVD 29 superseded value.
 AN0090
 AN0090.The geoid height was determined by GEOID03.
 AN0090
 AN0090;                    North         East    Units  Estimated Accuracy
 AN0090;SPC TXSC     - 4,105,000.      848,360.      MT  (+/- 180 meters Scaled)
 AN0090
 AN0090                          SUPERSEDED SURVEY CONTROL
 AN0090
 AN0090  NGVD 29 (??/??/92)    8.429  (m)           27.65   (f) ADJ UNCH    2 0
 AN0090
 AN0090.Superseded values are not recommended for survey control.
 AN0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0090.See file dsdata.txt to determine how the superseded data were derived.
 AN0090
 AN0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS483836(NAD 83)
 AN0090_MARKER: DB = BENCH MARK DISK
 AN0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0090_STAMPING: D 597 1942
 AN0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0090+STABILITY: SURFACE MOTION
 AN0090
 AN0090  HISTORY     - Date     Condition        Report By
 AN0090  HISTORY     - 1942     MONUMENTED       CGS
 AN0090
 AN0090                          STATION DESCRIPTION
 AN0090
 AN0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0090'6.3 MI S FROM LA WARD.
 AN0090'6.3 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE ST. LOUIS,
 AN0090'BROWNSVILLE AND MEXICO RAILWAY STATION AT LA WARD, JACKSON COUNTY, 0.1
 AN0090'MILE NORTH OF THE JUNCTION OF A DRIVEWAY LEADING TO A FARMHOUSE, 45
 AN0090'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTH OF A FENCE
 AN0090'CORNER, 1 FOOT WEST OF THE FENCE, 3 FEET NORTH OF A WHITE WOODEN
 AN0090'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED D
 AN0090'597 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 AN0090'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0081 ***********************************************************************
 AJ0081  DESIGNATION -  D 598
 AJ0081  PID         -  AJ0081
 AJ0081  STATE/COUNTY-  TX/JIM WELLS
 AJ0081  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0081
 AJ0081                         *CURRENT SURVEY CONTROL
 AJ0081  ___________________________________________________________________
 AJ0081* NAD 83(1986)-  27 37 50.     (N)    098 05 12.     (W)     SCALED    
 AJ0081* NAVD 88     -        53.791  (meters)     176.48   (feet)  ADJUSTED  
 AJ0081  ___________________________________________________________________
 AJ0081  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AJ0081  DYNAMIC HT  -          53.707 (meters)     176.20  (feet)  COMP
 AJ0081  MODELED GRAV-     979,090.0   (mgal)                       NAVD 88
 AJ0081
 AJ0081  VERT ORDER  -  SECOND    CLASS 0
 AJ0081
 AJ0081.The horizontal coordinates were scaled from a topographic map and have
 AJ0081.an estimated accuracy of +/- 6 seconds.
 AJ0081
 AJ0081.The orthometric height was determined by differential leveling
 AJ0081.and adjusted by the National Geodetic Survey in June 1991..
 AJ0081
 AJ0081.The geoid height was determined by GEOID03.
 AJ0081
 AJ0081.The dynamic height is computed by dividing the NAVD 88
 AJ0081.geopotential number by the normal gravity value computed on the
 AJ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0081.degrees latitude (g = 980.6199 gals.).
 AJ0081
 AJ0081.The modeled gravity was interpolated from observed gravity values.
 AJ0081
 AJ0081;                    North         East    Units  Estimated Accuracy
 AJ0081;SPC TX S     - 5,217,650.      340,790.      MT  (+/- 180 meters Scaled)
 AJ0081
 AJ0081                          SUPERSEDED SURVEY CONTROL
 AJ0081
 AJ0081  NGVD 29 (??/??/92)   53.892  (m)          176.81   (f) ADJ UNCH    2 0
 AJ0081
 AJ0081.Superseded values are not recommended for survey control.
 AJ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0081.See file dsdata.txt to determine how the superseded data were derived.
 AJ0081
 AJ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR901566(NAD 83)
 AJ0081_MARKER: DB = BENCH MARK DISK
 AJ0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0081_SP_SET: BRIDGE
 AJ0081_STAMPING: D 598 1942
 AJ0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0081
 AJ0081  HISTORY     - Date     Condition        Report By
 AJ0081  HISTORY     - 1942     MONUMENTED       CGS
 AJ0081  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0081
 AJ0081                          STATION DESCRIPTION
 AJ0081
 AJ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0081'8.6 MI S FROM ALICE.
 AJ0081'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0081'8.6 MILES SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE SITE OF
 AJ0081'THE BENCH MARK.  BENCH MARK IS ABOUT 1.4 MILE SOUTH OF THE SOUTHERN
 AJ0081'PACIFIC RAILROAD STATION AT BEN BOLT, 63.0 FEET WEST OF THE CENTERLINE
 AJ0081'OF TRACKS AT END OF TRESTLE NO. 5156 AND 18.0 FEET EAST OF AND ABOUT
 AJ0081'1.0 FOOT BELOW THE CENTERLINE OF THE ROAD.  IT IS SET HORIZONTALLY IN
 AJ0081'THE NORTHEAST WINGWALL OF CONCRETE BRIDGE UNDER THE HIGHWAY.
 AJ0081
 AJ0081                          STATION RECOVERY (1963)
 AJ0081
 AJ0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0332 ***********************************************************************
 AJ0332  DESIGNATION -  D 600
 AJ0332  PID         -  AJ0332
 AJ0332  STATE/COUNTY-  TX/DUVAL
 AJ0332  USGS QUAD   -  CONCEPCION (1968)
 AJ0332
 AJ0332                         *CURRENT SURVEY CONTROL
 AJ0332  ___________________________________________________________________
 AJ0332* NAD 83(1986)-  27 29 10.     (N)    098 15 56.     (W)     SCALED    
 AJ0332* NAVD 88     -        74.322  (meters)     243.84   (feet)  ADJUSTED  
 AJ0332  ___________________________________________________________________
 AJ0332  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AJ0332  DYNAMIC HT  -          74.205 (meters)     243.45  (feet)  COMP
 AJ0332  MODELED GRAV-     979,077.1   (mgal)                       NAVD 88
 AJ0332
 AJ0332  VERT ORDER  -  SECOND    CLASS 0
 AJ0332
 AJ0332.The horizontal coordinates were scaled from a topographic map and have
 AJ0332.an estimated accuracy of +/- 6 seconds.
 AJ0332
 AJ0332.The orthometric height was determined by differential leveling
 AJ0332.and adjusted by the National Geodetic Survey in June 1991..
 AJ0332
 AJ0332.The geoid height was determined by GEOID03.
 AJ0332
 AJ0332.The dynamic height is computed by dividing the NAVD 88
 AJ0332.geopotential number by the normal gravity value computed on the
 AJ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0332.degrees latitude (g = 980.6199 gals.).
 AJ0332
 AJ0332.The modeled gravity was interpolated from observed gravity values.
 AJ0332
 AJ0332;                    North         East    Units  Estimated Accuracy
 AJ0332;SPC TX S     - 5,201,600.      323,170.      MT  (+/- 180 meters Scaled)
 AJ0332
 AJ0332                          SUPERSEDED SURVEY CONTROL
 AJ0332
 AJ0332  NGVD 29 (??/??/92)   74.408  (m)          244.12   (f) ADJ UNCH    2 0
 AJ0332
 AJ0332.Superseded values are not recommended for survey control.
 AJ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0332.See file dsdata.txt to determine how the superseded data were derived.
 AJ0332
 AJ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR725404(NAD 83)
 AJ0332_MARKER: DB = BENCH MARK DISK
 AJ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0332_STAMPING: D 600 1942
 AJ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0332+STABILITY: SURFACE MOTION
 AJ0332
 AJ0332  HISTORY     - Date     Condition        Report By
 AJ0332  HISTORY     - 1942     MONUMENTED       CGS
 AJ0332  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0332
 AJ0332                          STATION DESCRIPTION
 AJ0332
 AJ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0332'22.4 MI S FROM SAN DIEGO.
 AJ0332'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0332'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO THE INTERSECTION OF DIRT ROAD
 AJ0332'LEADING SOUTH.  THENCE, GO 20.9 MILES SOUTHERLY ALONG THE DIRT ROAD TO
 AJ0332'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF A
 AJ0332'FARM HOUSE AND 30.0 FEET EAST OF THE CENTERLINE OF THE ROAD.  IT IS
 AJ0332'3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET EAST OF
 AJ0332'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 AJ0332
 AJ0332                          STATION RECOVERY (1968)
 AJ0332
 AJ0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0321 ***********************************************************************
 AX0321  DESIGNATION -  D 601 RESET
 AX0321  PID         -  AX0321
 AX0321  STATE/COUNTY-  TX/WHARTON
 AX0321  USGS QUAD   -  GLEN FLORA (1980)
 AX0321
 AX0321                         *CURRENT SURVEY CONTROL
 AX0321  ___________________________________________________________________
 AX0321* NAD 83(1986)-  29 15 40.     (N)    096 09 48.     (W)     SCALED    
 AX0321* NAVD 88     -        30.395  (meters)      99.72   (feet)  ADJUSTED  
 AX0321  ___________________________________________________________________
 AX0321  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0321  DYNAMIC HT  -          30.352 (meters)      99.58  (feet)  COMP
 AX0321  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 AX0321
 AX0321  VERT ORDER  -  FIRST     CLASS I
 AX0321
 AX0321.The horizontal coordinates were scaled from a topographic map and have
 AX0321.an estimated accuracy of +/- 6 seconds.
 AX0321
 AX0321.The orthometric height was determined by differential leveling
 AX0321.and adjusted by the National Geodetic Survey in June 1991..
 AX0321
 AX0321.The geoid height was determined by GEOID03.
 AX0321
 AX0321.The dynamic height is computed by dividing the NAVD 88
 AX0321.geopotential number by the normal gravity value computed on the
 AX0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0321.degrees latitude (g = 980.6199 gals.).
 AX0321
 AX0321.The modeled gravity was interpolated from observed gravity values.
 AX0321
 AX0321;                    North         East    Units  Estimated Accuracy
 AX0321;SPC TXSC     - 4,161,580.      875,640.      MT  (+/- 180 meters Scaled)
 AX0321
 AX0321                          SUPERSEDED SURVEY CONTROL
 AX0321
 AX0321  NGVD 29 (12/23/87)   30.398  (m)           99.73   (f) ADJUSTED    1 1
 AX0321
 AX0321.Superseded values are not recommended for survey control.
 AX0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0321.See file dsdata.txt to determine how the superseded data were derived.
 AX0321
 AX0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT756402(NAD 83)
 AX0321_MARKER: DB = BENCH MARK DISK
 AX0321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0321_SP_SET: CULVERT WINGWALL
 AX0321_STAMPING: D 601 1942 RESET 1947
 AX0321_MARK LOGO: CGS   
 AX0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0321+STABILITY: SURFACE MOTION
 AX0321
 AX0321  HISTORY     - Date     Condition        Report By
 AX0321  HISTORY     - 1947     MONUMENTED       CGS
 AX0321  HISTORY     - 1987     GOOD             NGS
 AX0321
 AX0321                          STATION DESCRIPTION
 AX0321
 AX0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0321'2.8 MI NE FROM PIERCE.
 AX0321'2.8 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0321'STATION AT PIERCE WHARTON COUNTY, 1-1/2 POLES SOUTHWEST OF MILEPOST
 AX0321'31, AT A ROAD CROSSING, 32 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 20
 AX0321'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, IN LINE WITH A ROW OF
 AX0321'POLES, AT A CONCRETE CULVERT, AND IN THE TOP OF THE EXTENSION OF THE
 AX0321'SOUTH WING WALL.   A STANDARD DISK, STAMPED D 601 1942 RESET 1947
 AX0321
 AX0321                          STATION RECOVERY (1987)
 AX0321
 AX0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0321'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.78 KM (2.97
 AX0321'MI) SOUTHWEST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF STATE
 AX0321'HIGHWAY 60 IN WHARTON, THENCE 3.41 KM (2.11 MI) SOUTHWEST ALONG US
 AX0321'HIGHWAY 59, IN THE EAST CORNER OF THE T-JUNCTION OF A GRAVELED ROAD,
 AX0321'31.1 METERS (102 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 AX0321'LANES OF THE HIGHWAY, 9.7 METERS (32.0 FT) SOUTHEAST OF THE SOUTHEAST
 AX0321'RAIL OF THE SOUTHERN PACIFIC RAILROAD, 6.1 METERS (20.0 FT) NORTHEAST
 AX0321'OF THE CENTER OF THE GRAVELED ROAD, IN TOP AND 1.2 METERS (4.0 FT)
 AX0321'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST WINGWALL OF THE
 AX0321'SOUTHEAST HEADWALL OF A BOX CULVERT FOR PIERCE CANAL.
 AX0321'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1277 ***********************************************************************
 AN1277  DESIGNATION -  D 602
 AN1277  PID         -  AN1277
 AN1277  STATE/COUNTY-  TX/REFUGIO
 AN1277  USGS QUAD   -  QUINTANA (1979)
 AN1277
 AN1277                         *CURRENT SURVEY CONTROL
 AN1277  ___________________________________________________________________
 AN1277* NAD 83(1986)-  28 17 17.     (N)    097 13 20.     (W)     SCALED    
 AN1277* NAVD 88     -         8.32   (+/-2cm)      27.3    (feet)  VERTCON   
 AN1277  ___________________________________________________________________
 AN1277  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1277
 AN1277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1277
 AN1277.The horizontal coordinates were scaled from a topographic map and have
 AN1277.an estimated accuracy of +/- 6 seconds.
 AN1277
 AN1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1277.The vertical order pertains to the NGVD 29 superseded value.
 AN1277
 AN1277.The geoid height was determined by GEOID03.
 AN1277
 AN1277;                    North         East    Units  Estimated Accuracy
 AN1277;SPC TXSC     - 4,051,720.      774,400.      MT  (+/- 180 meters Scaled)
 AN1277
 AN1277                          SUPERSEDED SURVEY CONTROL
 AN1277
 AN1277  NGVD 29 (??/??/92)    8.48   (m)           27.8    (f) COMPUTED    2 0
 AN1277
 AN1277.Superseded values are not recommended for survey control.
 AN1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1277.See file dsdata.txt to determine how the superseded data were derived.
 AN1277
 AN1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS743303(NAD 83)
 AN1277_MARKER: DB = BENCH MARK DISK
 AN1277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1277_SP_SET: BRIDGE
 AN1277_STAMPING: D 602 1942
 AN1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1277
 AN1277  HISTORY     - Date     Condition        Report By
 AN1277  HISTORY     - 1942     MONUMENTED       CGS
 AN1277  HISTORY     - 1990     GOOD             USPSQD
 AN1277  HISTORY     - 19990724 GOOD             USPSQD
 AN1277
 AN1277                          STATION DESCRIPTION
 AN1277
 AN1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1277'3.3 MI E FROM REFUGIO.
 AN1277'3.3 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1277'REFUGIO, REFUGIO COUNTY, AT A CONCRETE BRIDGE OVER MELON CREEK, IN THE
 AN1277'TOP OF THE WEST END OF THE NORTH CURB, 13.5 FEET NORTH OF THE
 AN1277'CENTERLINE OF THE BRIDGE, 1.2 FEET EAST OF THE WEST END OF THE CURB,
 AN1277'0.3 FOOT SOUTH OF THE GUARDRAIL, AND ABOUT 1 FOOT HIGHER THAN THE
 AN1277'BRIDGE FLOOR.  A STANDARD DISK, STAMPED D 602 1942.
 AN1277
 AN1277                          STATION RECOVERY (1990)
 AN1277
 AN1277'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1277'RECOVERED IN GOOD CONDITION.
 AN1277
 AN1277                          STATION RECOVERY (1999)
 AN1277
 AN1277'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0263 ***********************************************************************
 AH0263  DESIGNATION -  D 606
 AH0263  PID         -  AH0263
 AH0263  STATE/COUNTY-  TX/SAN PATRICIO
 AH0263  USGS QUAD   -  ARANSAS PASS (1975)
 AH0263
 AH0263                         *CURRENT SURVEY CONTROL
 AH0263  ___________________________________________________________________
 AH0263* NAD 83(1986)-  27 59 56.     (N)    097 15 00.     (W)     SCALED    
 AH0263* NAVD 88     -         6.30   (+/-2cm)      20.7    (feet)  VERTCON   
 AH0263  ___________________________________________________________________
 AH0263  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AH0263
 AH0263  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0263
 AH0263.The horizontal coordinates were scaled from a topographic map and have
 AH0263.an estimated accuracy of +/- 6 seconds.
 AH0263
 AH0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0263.The vertical order pertains to the NGVD 29 superseded value.
 AH0263
 AH0263.The geoid height was determined by GEOID03.
 AH0263
 AH0263;                    North         East    Units  Estimated Accuracy
 AH0263;SPC TX S     - 5,259,010.      422,960.      MT  (+/- 180 meters Scaled)
 AH0263
 AH0263                          SUPERSEDED SURVEY CONTROL
 AH0263
 AH0263  NGVD 29 (??/??/92)    6.451  (m)           21.16   (f) ADJ UNCH    2 0
 AH0263
 AH0263.Superseded values are not recommended for survey control.
 AH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0263.See file dsdata.txt to determine how the superseded data were derived.
 AH0263
 AH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR720983(NAD 83)
 AH0263_MARKER: DB = BENCH MARK DISK
 AH0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0263_STAMPING: D 606 1942
 AH0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0263+STABILITY: SURFACE MOTION
 AH0263
 AH0263  HISTORY     - Date     Condition        Report By
 AH0263  HISTORY     - 1942     MONUMENTED       CGS
 AH0263  HISTORY     - 1949     GOOD             NGS
 AH0263
 AH0263                          STATION DESCRIPTION
 AH0263
 AH0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0263'5.9 MI NE FROM GREGORY.
 AH0263'5.9 MILES NORTHEAST ALONG THE BAYSIDE ROAD FROM THE POST OFFICE AT
 AH0263'GREGORY, SAN PATRICIO COUNTY, 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD
 AH0263'LEADING WEST, 90 FEET SOUTH OF THE INTERSECTION OF A DRIVEWAY, 20 FEET
 AH0263'SOUTHEAST OF A CONCRETE WATER TANK, 40 FEET WEST OF THE CENTERLINE OF
 AH0263'THE ROAD, 4 FEET NORTH OF A FENCE CORNER, 3 FEET SOUTH OF A WHITE
 AH0263'WOODEN WITNESS POST, 1 FOOT EAST OF A FENCE, AND LEVEL WITH THE ROAD.
 AH0263'A STANDARD DISK, STAMPED D 606 1942 AND SET IN THE TOP OF A CONCRETE
 AH0263'POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0349 ***********************************************************************
 AH0349  DESIGNATION -  D 608
 AH0349  PID         -  AH0349
 AH0349  STATE/COUNTY-  TX/NUECES
 AH0349  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0349
 AH0349                         *CURRENT SURVEY CONTROL
 AH0349  ___________________________________________________________________
 AH0349* NAD 83(1986)-  27 45 06.     (N)    097 25 03.     (W)     SCALED    
 AH0349* NAVD 88     -        10.88   (+/-2cm)      35.7    (feet)  VERTCON   
 AH0349  ___________________________________________________________________
 AH0349  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH0349
 AH0349  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0349
 AH0349.The horizontal coordinates were scaled from a topographic map and have
 AH0349.an estimated accuracy of +/- 6 seconds.
 AH0349
 AH0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0349.The vertical order pertains to the NGVD 29 superseded value.
 AH0349
 AH0349.The geoid height was determined by GEOID03.
 AH0349
 AH0349;                    North         East    Units  Estimated Accuracy
 AH0349;SPC TX S     - 5,231,470.      406,720.      MT  (+/- 180 meters Scaled)
 AH0349
 AH0349                          SUPERSEDED SURVEY CONTROL
 AH0349
 AH0349  NGVD 29 (??/??/92)   11.07   (m)           36.3    (f) COMPUTED    2 0
 AH0349
 AH0349.Superseded values are not recommended for survey control.
 AH0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0349.See file dsdata.txt to determine how the superseded data were derived.
 AH0349
 AH0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR559706(NAD 83)
 AH0349_MARKER: DB = BENCH MARK DISK
 AH0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0349_SP_SET: CULVERT
 AH0349_STAMPING: D608 1942
 AH0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0349
 AH0349  HISTORY     - Date     Condition        Report By
 AH0349  HISTORY     - 1942     MONUMENTED       CGS
 AH0349  HISTORY     - 1949     GOOD             NGS
 AH0349  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0349
 AH0349                          STATION DESCRIPTION
 AH0349
 AH0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0349'IN CORPUS CHRISTI.
 AH0349'BENCH MARK IS LOCATED ON AYERS ST. AT THE INTERSECTION OF HORNE ROAD
 AH0349'AND IN THE NE CORNER OF THE INTERSECTION, 36 FT. NORTH OF THE
 AH0349'CENTERLINE OF THE CROSS ROADS AND 21 FT. EAST OF THE CENTERLINE OF
 AH0349'AYERS ST. BENCH MARK IS SET IN N END OF THE E HEADWALL OF A LARGE
 AH0349'CONC. CULVERT.
 AH0349
 AH0349                          STATION RECOVERY (1989)
 AH0349
 AH0349'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AH0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0350 ***********************************************************************
 AH0350  DESIGNATION -  D 608 RESET 1955
 AH0350  PID         -  AH0350
 AH0350  STATE/COUNTY-  TX/NUECES
 AH0350  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0350
 AH0350                         *CURRENT SURVEY CONTROL
 AH0350  ___________________________________________________________________
 AH0350* NAD 83(1986)-  27 45 06.     (N)    097 25 01.     (W)     SCALED    
 AH0350* NAVD 88     -        10.45   (+/-2cm)      34.3    (feet)  VERTCON   
 AH0350  ___________________________________________________________________
 AH0350  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH0350
 AH0350  VERT ORDER  -  THIRD (See Below)
 AH0350
 AH0350.The horizontal coordinates were scaled from a topographic map and have
 AH0350.an estimated accuracy of +/- 6 seconds.
 AH0350
 AH0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0350.The vertical order pertains to the NGVD 29 superseded value.
 AH0350
 AH0350.The geoid height was determined by GEOID03.
 AH0350
 AH0350;                    North         East    Units  Estimated Accuracy
 AH0350;SPC TX S     - 5,231,470.      406,770.      MT  (+/- 180 meters Scaled)
 AH0350
 AH0350                          SUPERSEDED SURVEY CONTROL
 AH0350
 AH0350  NGVD 29 (01/29/03)   10.64   (m)           34.9    (f) RESET       3  
 AH0350
 AH0350.Superseded values are not recommended for survey control.
 AH0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0350.See file dsdata.txt to determine how the superseded data were derived.
 AH0350
 AH0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR560706(NAD 83)
 AH0350_MARKER: DB = BENCH MARK DISK
 AH0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0350_SP_SET: SERVER CURB
 AH0350_STAMPING: D 608 RESET 1955
 AH0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0350
 AH0350  HISTORY     - Date     Condition        Report By
 AH0350  HISTORY     - 1955     MONUMENTED       LOCENG
 AH0350  HISTORY     - 1962     GOOD             NGS
 AH0350  HISTORY     - 1984     GOOD             USPSQD
 AH0350  HISTORY     - 1989     GOOD             USPSQD
 AH0350  HISTORY     - 19910706 GOOD             USPSQD
 AH0350
 AH0350                          STATION DESCRIPTION
 AH0350
 AH0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AH0350'3.0 MI S FROM CORPUS CHRISTI.
 AH0350'3.0 MILES SOUTH ALONG STATE HIGHWAY 286 FROM THE MISSOURI PACIFIC
 AH0350'RAILROAD STATION AT CORPUS CHRISTI, NUECES COUNTY AND SET IN THE TOP
 AH0350'OF A STORM SEWER CURB INLET ON THE NORTH SIDE OF HORNE ROAD
 AH0350'APPROXIMATELY 140 FEET WEST OF THE INTERSECTION OF HORNE ROAD AND
 AH0350'AYERS STREET, BEING APPROXIMATELY 161 FEET WEST OF THE ORIGINAL D 608.
 AH0350
 AH0350                          STATION RECOVERY (1984)
 AH0350
 AH0350'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0350'RECOVERED IN GOOD CONDITION.
 AH0350
 AH0350                          STATION RECOVERY (1989)
 AH0350
 AH0350'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AH0350'RECOVERED IN GOOD CONDITION.
 AH0350
 AH0350                          STATION RECOVERY (1991)
 AH0350
 AH0350'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0873 ***********************************************************************
 AH0873  DESIGNATION -  D 609
 AH0873  PID         -  AH0873
 AH0873  STATE/COUNTY-  TX/NUECES
 AH0873  USGS QUAD   -  CONCORDIA (1975)
 AH0873
 AH0873                         *CURRENT SURVEY CONTROL
 AH0873  ___________________________________________________________________
 AH0873* NAD 83(1986)-  27 34 32.     (N)    097 41 29.     (W)     SCALED    
 AH0873* NAVD 88     -        12.360  (meters)      40.55   (feet)  ADJUSTED  
 AH0873  ___________________________________________________________________
 AH0873  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AH0873  DYNAMIC HT  -          12.341 (meters)      40.49  (feet)  COMP
 AH0873  MODELED GRAV-     979,108.4   (mgal)                       NAVD 88
 AH0873
 AH0873  VERT ORDER  -  SECOND    CLASS 0
 AH0873
 AH0873.The horizontal coordinates were scaled from a topographic map and have
 AH0873.an estimated accuracy of +/- 6 seconds.
 AH0873
 AH0873.The orthometric height was determined by differential leveling
 AH0873.and adjusted by the National Geodetic Survey in June 1991..
 AH0873
 AH0873.The geoid height was determined by GEOID03.
 AH0873
 AH0873.The dynamic height is computed by dividing the NAVD 88
 AH0873.geopotential number by the normal gravity value computed on the
 AH0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0873.degrees latitude (g = 980.6199 gals.).
 AH0873
 AH0873.The modeled gravity was interpolated from observed gravity values.
 AH0873
 AH0873;                    North         East    Units  Estimated Accuracy
 AH0873;SPC TX S     - 5,211,750.      379,840.      MT  (+/- 180 meters Scaled)
 AH0873
 AH0873                          SUPERSEDED SURVEY CONTROL
 AH0873
 AH0873  NGVD 29 (??/??/92)   12.478  (m)           40.94   (f) ADJ UNCH    2 0
 AH0873
 AH0873.Superseded values are not recommended for survey control.
 AH0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0873.See file dsdata.txt to determine how the superseded data were derived.
 AH0873
 AH0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR291508(NAD 83)
 AH0873_MARKER: DB = BENCH MARK DISK
 AH0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0873_STAMPING: D 609 1942
 AH0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0873+STABILITY: SURFACE MOTION
 AH0873
 AH0873  HISTORY     - Date     Condition        Report By
 AH0873  HISTORY     - 1942     MONUMENTED       CGS
 AH0873  HISTORY     - 1966     MARK NOT FOUND   BOR
 AH0873
 AH0873                          STATION DESCRIPTION
 AH0873
 AH0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0873'7.1 MI E FROM BISHOP.
 AH0873'TO REACH FROM THE HIGH SCHOOL AT BISHOP-- PROCEED 3.0 MILES EASTERLY
 AH0873'ALONG PAVED ROAD TO INTERSECTION OF ROAD LEADING NORTH.  THENCE, GO
 AH0873'1.0 MILE NORTH ALONG ROAD TO INTERSECTION OF ROAD LEADING EAST.
 AH0873'THENCE, GO 3.1 MILES EASTERLY ALONG ROAD TO THE INTERSECTION OF
 AH0873'CROSSROAD AND THE SITE OF THE BENCH MARK.  BENCH MARK IS IN THE
 AH0873'NORTHWEST CORNER OF FARM HOUSE YARD, 50.0 FEET EAST OF THE CENTERLINE
 AH0873'OF THE NORTH-SOUTH CROSSROAD AND 45.0 FEET SOUTH OF AND ABOUT THE SAME
 AH0873'ELEVATION AS THE CENTERLINE OF THE EAST-WEST ROAD.  IT IS 6.0 FEET
 AH0873'WEST OF THE NORTHWEST CORNER OF TAMERISK HEDGE AND 3.0 FEET EAST OF A
 AH0873'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AH0873
 AH0873                          STATION RECOVERY (1966)
 AH0873
 AH0873'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0609 ***********************************************************************
 AE0609  DESIGNATION -  D 61 RESET
 AE0609  PID         -  AE0609
 AE0609  STATE/COUNTY-  TX/STARR
 AE0609  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0609
 AE0609                         *CURRENT SURVEY CONTROL
 AE0609  ___________________________________________________________________
 AE0609* NAD 83(1986)-  26 22 31.     (N)    098 48 24.     (W)     SCALED    
 AE0609* NAVD 88     -        50.882  (meters)     166.94   (feet)  ADJUSTED  
 AE0609  ___________________________________________________________________
 AE0609  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AE0609  DYNAMIC HT  -          50.798 (meters)     166.66  (feet)  COMP
 AE0609  MODELED GRAV-     978,998.6   (mgal)                       NAVD 88
 AE0609
 AE0609  VERT ORDER  -  FIRST     CLASS II
 AE0609
 AE0609.The horizontal coordinates were scaled from a topographic map and have
 AE0609.an estimated accuracy of +/- 6 seconds.
 AE0609
 AE0609.The orthometric height was determined by differential leveling
 AE0609.and adjusted by the National Geodetic Survey in June 1991..
 AE0609
 AE0609.The geoid height was determined by GEOID03.
 AE0609
 AE0609.The dynamic height is computed by dividing the NAVD 88
 AE0609.geopotential number by the normal gravity value computed on the
 AE0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0609.degrees latitude (g = 980.6199 gals.).
 AE0609
 AE0609.The modeled gravity was interpolated from observed gravity values.
 AE0609
 AE0609;                    North         East    Units  Estimated Accuracy
 AE0609;SPC TX S     - 5,078,550.      269,400.      MT  (+/- 180 meters Scaled)
 AE0609
 AE0609                          SUPERSEDED SURVEY CONTROL
 AE0609
 AE0609  NGVD 29 (??/??/92)   50.933  (m)          167.10   (f) ADJ UNCH    1 2
 AE0609
 AE0609.Superseded values are not recommended for survey control.
 AE0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0609.See file dsdata.txt to determine how the superseded data were derived.
 AE0609
 AE0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ192172(NAD 83)
 AE0609_MARKER: DM = MAGNETIC STATION DISK
 AE0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0609_SP_SET: LIMESTONE POST
 AE0609_STAMPING: ELEV 167.175 FT
 AE0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0609
 AE0609  HISTORY     - Date     Condition        Report By
 AE0609  HISTORY     - UNK      MONUMENTED       CGS
 AE0609  HISTORY     - 1956     GOOD             NGS
 AE0609
 AE0609                          STATION DESCRIPTION
 AE0609
 AE0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0609'0.5 MI E FROM RIO GRANDE CITY.
 AE0609'0.4 MILE EAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO GRANDE
 AE0609'CITY, THENCE 0.1 MILE SOUTHEAST ALONG AN OILED STREET, 0.1 MILE
 AE0609'NORTHWEST OF THE FLAGPOLE, 205 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 AE0609'A STREET WHICH IS ON THE NORTHEAST SIDE OF THE PARADE GROUND AT FORT
 AE0609'RINGGOLD, 194 FEET NORTHEAST OF THE NORTHEAST CURB OF A STREET WHICH
 AE0609'IS ON THE SOUTHWEST SIDE OF THE PARADE GROUND, NEAR THE CENTER OF THE
 AE0609'PARADE GROUND, SET IN THE TOP OF A LIMESTONE POST WHICH PROJECTS 0.7
 AE0609'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0389 ***********************************************************************
 AH0389  DESIGNATION -  D 610
 AH0389  PID         -  AH0389
 AH0389  STATE/COUNTY-  TX/NUECES
 AH0389  USGS QUAD   -  OSO CREEK NE (1975)
 AH0389
 AH0389                         *CURRENT SURVEY CONTROL
 AH0389  ___________________________________________________________________
 AH0389* NAD 83(1986)-  27 42 27.     (N)    097 22 13.     (W)     SCALED    
 AH0389* NAVD 88     -         6.994  (meters)      22.95   (feet)  ADJUSTED  
 AH0389  ___________________________________________________________________
 AH0389  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AH0389  DYNAMIC HT  -           6.983 (meters)      22.91  (feet)  COMP
 AH0389  MODELED GRAV-     979,126.3   (mgal)                       NAVD 88
 AH0389
 AH0389  VERT ORDER  -  SECOND    CLASS 0
 AH0389
 AH0389.The horizontal coordinates were scaled from a topographic map and have
 AH0389.an estimated accuracy of +/- 6 seconds.
 AH0389
 AH0389.The orthometric height was determined by differential leveling
 AH0389.and adjusted by the National Geodetic Survey in June 1991..
 AH0389
 AH0389.The geoid height was determined by GEOID03.
 AH0389
 AH0389.The dynamic height is computed by dividing the NAVD 88
 AH0389.geopotential number by the normal gravity value computed on the
 AH0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0389.degrees latitude (g = 980.6199 gals.).
 AH0389
 AH0389.The modeled gravity was interpolated from observed gravity values.
 AH0389
 AH0389;                    North         East    Units  Estimated Accuracy
 AH0389;SPC TX S     - 5,226,610.      411,420.      MT  (+/- 180 meters Scaled)
 AH0389
 AH0389                          SUPERSEDED SURVEY CONTROL
 AH0389
 AH0389  NGVD 29 (??/??/92)    7.165  (m)           23.51   (f) ADJ UNCH    2 0
 AH0389
 AH0389.Superseded values are not recommended for survey control.
 AH0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0389.See file dsdata.txt to determine how the superseded data were derived.
 AH0389
 AH0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR606658(NAD 83)
 AH0389_MARKER: DB = BENCH MARK DISK
 AH0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0389_SP_SET: CULVERT
 AH0389_STAMPING: D 610 1942
 AH0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0389
 AH0389  HISTORY     - Date     Condition        Report By
 AH0389  HISTORY     - 1942     MONUMENTED       CGS
 AH0389  HISTORY     - 1949     GOOD             NGS
 AH0389  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0389  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0389  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 AH0389
 AH0389                          STATION DESCRIPTION
 AH0389
 AH0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0389'1.2 MI S FROM CORPUS CHRISTI.
 AH0389'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0389'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0389'SOUTH ALONG STATE HIGHWAY 286, AND THENCE 4.0 MILES EAST ALONG
 AH0389'LEXINGTON BOULEVARD (STATE HIGHWAY 358).  AT THE INTERSECTION OF A
 AH0389'ROAD LEADING TO GARDENDALE SUBDIVISION, 75 FEET WEST OF THE CENTER
 AH0389'LINE OF THE ROAD, 25 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 AH0389'LINE OF THE BOULEVARD, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 AH0389'EAST END OF THE SOUTH HEAD WALL.  A STANDARD DISK, STAMPED D 610 1942.
 AH0389
 AH0389                          STATION RECOVERY (1997)
 AH0389
 AH0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0389'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0389'DESTROYED.
 AH0389
 AH0389                          STATION RECOVERY (1997)
 AH0389
 AH0389'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0389'MARK NOT FOUND.
 AH0389
 AH0389                          STATION RECOVERY (2002)
 AH0389
 AH0389'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AH0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1034 ***********************************************************************
 AH1034  DESIGNATION -  D 613
 AH1034  PID         -  AH1034
 AH1034  STATE/COUNTY-  TX/KLEBERG
 AH1034  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1034
 AH1034                         *CURRENT SURVEY CONTROL
 AH1034  ___________________________________________________________________
 AH1034* NAD 83(1986)-  27 32 09.     (N)    097 58 52.     (W)     SCALED    
 AH1034* NAVD 88     -        33.148  (meters)     108.75   (feet)  ADJUSTED  
 AH1034  ___________________________________________________________________
 AH1034  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH1034  DYNAMIC HT  -          33.096 (meters)     108.58  (feet)  COMP
 AH1034  MODELED GRAV-     979,089.0   (mgal)                       NAVD 88
 AH1034
 AH1034  VERT ORDER  -  SECOND    CLASS 0
 AH1034
 AH1034.The horizontal coordinates were scaled from a topographic map and have
 AH1034.an estimated accuracy of +/- 6 seconds.
 AH1034
 AH1034.The orthometric height was determined by differential leveling
 AH1034.and adjusted by the National Geodetic Survey in June 1991..
 AH1034
 AH1034.The geoid height was determined by GEOID03.
 AH1034
 AH1034.The dynamic height is computed by dividing the NAVD 88
 AH1034.geopotential number by the normal gravity value computed on the
 AH1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1034.degrees latitude (g = 980.6199 gals.).
 AH1034
 AH1034.The modeled gravity was interpolated from observed gravity values.
 AH1034
 AH1034;                    North         East    Units  Estimated Accuracy
 AH1034;SPC TX S     - 5,207,200.      351,250.      MT  (+/- 180 meters Scaled)
 AH1034
 AH1034                          SUPERSEDED SURVEY CONTROL
 AH1034
 AH1034  NGVD 29 (??/??/92)   33.239  (m)          109.05   (f) ADJ UNCH    2 0
 AH1034
 AH1034.Superseded values are not recommended for survey control.
 AH1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1034.See file dsdata.txt to determine how the superseded data were derived.
 AH1034
 AH1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR006462(NAD 83)
 AH1034_MARKER: DB = BENCH MARK DISK
 AH1034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH1034_SP_SET: CULVERT
 AH1034_STAMPING: D 613 1942
 AH1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1034
 AH1034  HISTORY     - Date     Condition        Report By
 AH1034  HISTORY     - 1942     MONUMENTED       CGS
 AH1034
 AH1034                          STATION DESCRIPTION
 AH1034
 AH1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1034'6.1 MI W FROM KINGSVILLE.
 AH1034'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH1034'PROCEED WESTERLY 6.1 MILES ALONG STATE HIGHWAY NO. 141 TO SITE OF
 AH1034'BENCH MARK.  BENCH MARK IS IN EAST END OF SOUTH HEADWALL OF CONCRETE
 AH1034'CULVERT, ABOUT 1.5 MILES WEST OF WHERE SANTA GERTRUDUS CREEK CROSSES
 AH1034'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1035 ***********************************************************************
 AH1035  DESIGNATION -  D 613 RESET 1957
 AH1035  PID         -  AH1035
 AH1035  STATE/COUNTY-  TX/KLEBERG
 AH1035  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1035
 AH1035                         *CURRENT SURVEY CONTROL
 AH1035  ___________________________________________________________________
 AH1035* NAD 83(1986)-  27 32 09.     (N)    097 58 52.     (W)     SCALED    
 AH1035* NAVD 88     -        33.18   (meters)     108.9    (feet)  RESET     
 AH1035  ___________________________________________________________________
 AH1035  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH1035
 AH1035  VERT ORDER  -  THIRD
 AH1035
 AH1035.The horizontal coordinates were scaled from a topographic map and have
 AH1035.an estimated accuracy of +/- 6 seconds.
 AH1035
 AH1035.The orthometric height was computed from unverified reset data.
 AH1035
 AH1035.The geoid height was determined by GEOID03.
 AH1035
 AH1035;                    North         East    Units  Estimated Accuracy
 AH1035;SPC TX S     - 5,207,200.      351,250.      MT  (+/- 180 meters Scaled)
 AH1035
 AH1035                          SUPERSEDED SURVEY CONTROL
 AH1035
 AH1035  NGVD 29 (??/??/??)   33.27   (m)          109.2    (f) RESET       3  
 AH1035
 AH1035.Superseded values are not recommended for survey control.
 AH1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1035.See file dsdata.txt to determine how the superseded data were derived.
 AH1035
 AH1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR006462(NAD 83)
 AH1035_MARKER: DB = BENCH MARK DISK
 AH1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH1035_SP_SET: CULVERT
 AH1035_STAMPING: D 613 RESET 1957
 AH1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1035
 AH1035  HISTORY     - Date     Condition        Report By
 AH1035  HISTORY     - 1957     MONUMENTED       TXHD
 AH1035
 AH1035                          STATION DESCRIPTION
 AH1035
 AH1035'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AH1035'6.1 MI W FROM KINGSVILLE.
 AH1035'6.1 MILES WEST ALONG STATE HIGHWAY 141 FROM THE MISSOURI PACIFIC
 AH1035'RAILROAD STATION AT KINGSVILLE, 1.5 MILES WEST OF THE CROSSING OF THE
 AH1035'SANTA GERTRUDIS CREEK AND IN THE TOP OF THE EAST END OF THE SOUTH
 AH1035'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0649 ***********************************************************************
 AH0649  DESIGNATION -  D 614
 AH0649  PID         -  AH0649
 AH0649  STATE/COUNTY-  TX/KLEBERG
 AH0649  USGS QUAD   -  PAISANO LAKE (1979)
 AH0649
 AH0649                         *CURRENT SURVEY CONTROL
 AH0649  ___________________________________________________________________
 AH0649* NAD 83(1986)-  27 17 35.     (N)    097 57 47.     (W)     SCALED    
 AH0649* NAVD 88     -        24.471  (meters)      80.29   (feet)  ADJUSTED  
 AH0649  ___________________________________________________________________
 AH0649  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AH0649  DYNAMIC HT  -          24.432 (meters)      80.16  (feet)  COMP
 AH0649  MODELED GRAV-     979,082.4   (mgal)                       NAVD 88
 AH0649
 AH0649  VERT ORDER  -  SECOND    CLASS 0
 AH0649
 AH0649.The horizontal coordinates were scaled from a topographic map and have
 AH0649.an estimated accuracy of +/- 6 seconds.
 AH0649
 AH0649.The orthometric height was determined by differential leveling
 AH0649.and adjusted by the National Geodetic Survey in June 1991..
 AH0649
 AH0649.The geoid height was determined by GEOID03.
 AH0649
 AH0649.The dynamic height is computed by dividing the NAVD 88
 AH0649.geopotential number by the normal gravity value computed on the
 AH0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0649.degrees latitude (g = 980.6199 gals.).
 AH0649
 AH0649.The modeled gravity was interpolated from observed gravity values.
 AH0649
 AH0649;                    North         East    Units  Estimated Accuracy
 AH0649;SPC TX S     - 5,180,300.      353,150.      MT  (+/- 180 meters Scaled)
 AH0649
 AH0649                          SUPERSEDED SURVEY CONTROL
 AH0649
 AH0649  NGVD 29 (??/??/92)   24.593  (m)           80.69   (f) ADJ UNCH    2 0
 AH0649
 AH0649.Superseded values are not recommended for survey control.
 AH0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0649.See file dsdata.txt to determine how the superseded data were derived.
 AH0649
 AH0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR026193(NAD 83)
 AH0649_MARKER: DB = BENCH MARK DISK
 AH0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0649_STAMPING: D 614 1942
 AH0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0649+STABILITY: SURFACE MOTION
 AH0649
 AH0649  HISTORY     - Date     Condition        Report By
 AH0649  HISTORY     - 1942     MONUMENTED       CGS
 AH0649
 AH0649                          STATION DESCRIPTION
 AH0649
 AH0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0649'12.1 MI NW FROM RIVIERA.
 AH0649'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT RIVIERA-- PROCEED
 AH0649'WESTERLY 9.7 MILES ALONG STATE HIGHWAY NO. 285.  THENCE GO NORTH ALONG
 AH0649'FENCE LINE 2.4 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ON FENCE
 AH0649'LINE ABOUT 2.4 MILES NORTH OF STATE HIGHWAY NO. 285.  IT IS ABOUT 1.0
 AH0649'MILE SOUTH OF THE CANELLA CAMP, ABOUT 0.4 MILE NORTH OF WHERE TWO LINE
 AH0649'FENCES INTERSECT, 0.6 FOOT EAST OF NORTH AND SOUTH FENCE, 3.0 FEET
 AH0649'NORTH OF 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS ABOUT
 AH0649'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0683 ***********************************************************************
 AH0683  DESIGNATION -  D 615
 AH0683  PID         -  AH0683
 AH0683  STATE/COUNTY-  TX/BROOKS
 AH0683  USGS QUAD   -  LA PALOMA RANCH (1979)
 AH0683
 AH0683                         *CURRENT SURVEY CONTROL
 AH0683  ___________________________________________________________________
 AH0683* NAD 83(1986)-  27 07 47.     (N)    097 59 51.     (W)     SCALED    
 AH0683* NAVD 88     -        26.453  (meters)      86.79   (feet)  ADJUSTED  
 AH0683  ___________________________________________________________________
 AH0683  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH0683  DYNAMIC HT  -          26.412 (meters)      86.65  (feet)  COMP
 AH0683  MODELED GRAV-     979,073.5   (mgal)                       NAVD 88
 AH0683
 AH0683  VERT ORDER  -  SECOND    CLASS 0
 AH0683
 AH0683.The horizontal coordinates were scaled from a topographic map and have
 AH0683.an estimated accuracy of +/- 6 seconds.
 AH0683
 AH0683.The orthometric height was determined by differential leveling
 AH0683.and adjusted by the National Geodetic Survey in June 1991..
 AH0683
 AH0683.The geoid height was determined by GEOID03.
 AH0683
 AH0683.The dynamic height is computed by dividing the NAVD 88
 AH0683.geopotential number by the normal gravity value computed on the
 AH0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0683.degrees latitude (g = 980.6199 gals.).
 AH0683
 AH0683.The modeled gravity was interpolated from observed gravity values.
 AH0683
 AH0683;                    North         East    Units  Estimated Accuracy
 AH0683;SPC TX S     - 5,162,190.      349,810.      MT  (+/- 180 meters Scaled)
 AH0683
 AH0683                          SUPERSEDED SURVEY CONTROL
 AH0683
 AH0683  NGVD 29 (??/??/92)   26.557  (m)           87.13   (f) ADJ UNCH    2 0
 AH0683
 AH0683.Superseded values are not recommended for survey control.
 AH0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0683.See file dsdata.txt to determine how the superseded data were derived.
 AH0683
 AH0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR993012(NAD 83)
 AH0683_MARKER: DB = BENCH MARK DISK
 AH0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0683_STAMPING: D 615 1942
 AH0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0683+STABILITY: SURFACE MOTION
 AH0683
 AH0683  HISTORY     - Date     Condition        Report By
 AH0683  HISTORY     - 1942     MONUMENTED       CGS
 AH0683  HISTORY     - 1975     GOOD             USGS
 AH0683
 AH0683                          STATION DESCRIPTION
 AH0683
 AH0683'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0683'5.4 MI E FROM FALFURRIAS.
 AH0683'ABOUT 5.4 MILES EAST ALONG STATE HIGHWAY 285 FROM COURTHOUSE AT
 AH0683'FALFURRIAS, THEN SOUTH ON FARM AND MARKET ROAD 2191 FOR 2.0 MILES,
 AH0683'TURN EAST ON A RANCH ROAD AND CONTINUE 3.75 MILES TO A RIGHT ANGLE
 AH0683'BEND SOUTH, GO SOUTH 2.6 MILES ON TRACK ROAD, THEN EAST 0.3 MILE TO A
 AH0683'N-S FENCE, PROCEED THROUGH GATE AND TURN SOUTH ALONG FENCE 2.0 MILES
 AH0683'TO A T-FC W. BM IS 23 FEET NORTH OF FENCE CORNER.  A DISK IN CONCRETE
 AH0683'0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0686 ***********************************************************************
 AH0686  DESIGNATION -  D 616
 AH0686  PID         -  AH0686
 AH0686  STATE/COUNTY-  TX/BROOKS
 AH0686  USGS QUAD   -  PAISANO LAKE (1979)
 AH0686
 AH0686                         *CURRENT SURVEY CONTROL
 AH0686  ___________________________________________________________________
 AH0686* NAD 83(1986)-  27 15 23.     (N)    097 59 19.     (W)     SCALED    
 AH0686* NAVD 88     -        19.708  (meters)      64.66   (feet)  ADJUSTED  
 AH0686  ___________________________________________________________________
 AH0686  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AH0686  DYNAMIC HT  -          19.677 (meters)      64.56  (feet)  COMP
 AH0686  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 AH0686
 AH0686  VERT ORDER  -  SECOND    CLASS 0
 AH0686
 AH0686.The horizontal coordinates were scaled from a topographic map and have
 AH0686.an estimated accuracy of +/- 6 seconds.
 AH0686
 AH0686.The orthometric height was determined by differential leveling
 AH0686.and adjusted by the National Geodetic Survey in June 1991..
 AH0686
 AH0686.The geoid height was determined by GEOID03.
 AH0686
 AH0686.The dynamic height is computed by dividing the NAVD 88
 AH0686.geopotential number by the normal gravity value computed on the
 AH0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0686.degrees latitude (g = 980.6199 gals.).
 AH0686
 AH0686.The modeled gravity was interpolated from observed gravity values.
 AH0686
 AH0686;                    North         East    Units  Estimated Accuracy
 AH0686;SPC TX S     - 5,176,230.      350,640.      MT  (+/- 180 meters Scaled)
 AH0686
 AH0686                          SUPERSEDED SURVEY CONTROL
 AH0686
 AH0686  NGVD 29 (??/??/92)   19.82   (m)           65.0    (f) COMPUTED    2 0
 AH0686
 AH0686.Superseded values are not recommended for survey control.
 AH0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0686.See file dsdata.txt to determine how the superseded data were derived.
 AH0686
 AH0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR001152(NAD 83)
 AH0686_MARKER: DB = BENCH MARK DISK
 AH0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0686_SP_SET: ABUTMENT
 AH0686_STAMPING: D 616 1942
 AH0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0686
 AH0686  HISTORY     - Date     Condition        Report By
 AH0686  HISTORY     - 1942     MONUMENTED       CGS
 AH0686
 AH0686                          STATION DESCRIPTION
 AH0686
 AH0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0686'10.0 MI E FROM FALFURRIAS.
 AH0686'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 10.0
 AH0686'MILES EASTERLY ALONG STATE HIGHWAY NO.285 TO THE SITE OF THE BENCH
 AH0686'MARK.  BENCH MARK IS ABOUT 0.1 MILE WEST OF BROOKS-KLEBERG COUNTY
 AH0686'LINE, SET HORIZONTALLY IS IN THE NORTHWEST WINGWALL OF THE WEST
 AH0686'CONCRETE ABUTMENT OF BRIDGE UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0687 ***********************************************************************
 AH0687  DESIGNATION -  D 616 RESET
 AH0687  PID         -  AH0687
 AH0687  STATE/COUNTY-  TX/BROOKS
 AH0687  USGS QUAD   -  PAISANO LAKE (1979)
 AH0687
 AH0687                         *CURRENT SURVEY CONTROL
 AH0687  ___________________________________________________________________
 AH0687* NAD 83(1986)-  27 15 23.     (N)    097 59 19.     (W)     SCALED    
 AH0687* NAVD 88     -        19.84   (meters)      65.1    (feet)  RESET     
 AH0687  ___________________________________________________________________
 AH0687  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AH0687
 AH0687  VERT ORDER  -  THIRD
 AH0687
 AH0687.The horizontal coordinates were scaled from a topographic map and have
 AH0687.an estimated accuracy of +/- 6 seconds.
 AH0687
 AH0687.The orthometric height was computed from unverified reset data.
 AH0687
 AH0687.The geoid height was determined by GEOID03.
 AH0687
 AH0687;                    North         East    Units  Estimated Accuracy
 AH0687;SPC TX S     - 5,176,230.      350,640.      MT  (+/- 180 meters Scaled)
 AH0687
 AH0687                          SUPERSEDED SURVEY CONTROL
 AH0687
 AH0687  NGVD 29 (??/??/??)   19.96   (m)           65.5    (f) RESET       3  
 AH0687
 AH0687.Superseded values are not recommended for survey control.
 AH0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0687.See file dsdata.txt to determine how the superseded data were derived.
 AH0687
 AH0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR001152(NAD 83)
 AH0687_MARKER: DB = BENCH MARK DISK
 AH0687_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH0687_SP_SET: BRIDGE HEADWALL
 AH0687_STAMPING: D 616 RESET 1955
 AH0687_MARK LOGO: CGS   
 AH0687_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0687
 AH0687  HISTORY     - Date     Condition        Report By
 AH0687  HISTORY     - 1955     MONUMENTED       CGS
 AH0687  HISTORY     - 19890410 GOOD             TXHD
 AH0687
 AH0687                          STATION DESCRIPTION
 AH0687
 AH0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AH0687'10 MI E FROM FALFURRIAS.
 AH0687'10.0 MILES EAST ALONG STATE HIGHWAY 285 FROM THE COURTHOUSE AT
 AH0687'FALFURRIAS, BROOKS COUNTY, ABOUT 0.1 MILE WEST OF THE BROOKS-KLEBERG
 AH0687'COUNTY LINE, ALONG FALFURRIAS-RIVERA STATE HIGHWAY 285, IN THE TOP OF
 AH0687'THE NORTHWEST HEADWALL OF BRIDGE.
 AH0687
 AH0687                          STATION RECOVERY (1989)
 AH0687
 AH0687'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1989
 AH0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1761 ***********************************************************************
 AH1761  DESIGNATION -  D 616 RESET
 AH1761  PID         -  AH1761
 AH1761  STATE/COUNTY-  TX/BROOKS
 AH1761  USGS QUAD   -  PAISANO LAKE (1979)
 AH1761
 AH1761                         *CURRENT SURVEY CONTROL
 AH1761  ___________________________________________________________________
 AH1761* NAD 83(1986)-  27 15 23.     (N)    097 59 19.     (W)     SCALED    
 AH1761* NAVD 88     -        21.29   (+/-2cm)      69.8    (feet)  VERTCON   
 AH1761  ___________________________________________________________________
 AH1761  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AH1761
 AH1761  VERT ORDER  -  THIRD (See Below)
 AH1761
 AH1761.The horizontal coordinates were scaled from a topographic map and have
 AH1761.an estimated accuracy of +/- 6 seconds.
 AH1761
 AH1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1761.The vertical order pertains to the NGVD 29 superseded value.
 AH1761
 AH1761.The geoid height was determined by GEOID03.
 AH1761
 AH1761;                    North         East    Units  Estimated Accuracy
 AH1761;SPC TX S     - 5,176,230.      350,640.      MT  (+/- 180 meters Scaled)
 AH1761
 AH1761                          SUPERSEDED SURVEY CONTROL
 AH1761
 AH1761  NGVD 29 (01/29/03)   21.41   (m)           70.2    (f) RESET       3  
 AH1761
 AH1761.Superseded values are not recommended for survey control.
 AH1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1761.See file dsdata.txt to determine how the superseded data were derived.
 AH1761
 AH1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR001152(NAD 83)
 AH1761_MARKER: DV = VERTICAL CONTROL DISK
 AH1761_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH1761_SP_SET: BRIDGE HEADWALL
 AH1761_STAMPING: D 616 RESET 1989
 AH1761_MARK LOGO: NGS   
 AH1761_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1761
 AH1761  HISTORY     - Date     Condition        Report By
 AH1761  HISTORY     - 1989     MONUMENTED       TXHD
 AH1761
 AH1761                          STATION DESCRIPTION
 AH1761
 AH1761'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1989
 AH1761'10.0 MILES (16.1 KM) EAST ALONG STATE HIGHWAY 285 FROM THE COURTHOUSE
 AH1761'IN FALURRIAS, ABOUT 0.1 MILES (0.2 KM) WEST OF THE BROOKS/KLEBERG
 AH1761'COUNTY LINE, ALONG FALFURRIAS RIVERA STATE HIGHWAY 285, IN THE TOP
 AH1761'NORTHWEST CORNER OF HEADWALL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0243 ***********************************************************************
 AE0243  DESIGNATION -  D 617
 AE0243  PID         -  AE0243
 AE0243  STATE/COUNTY-  TX/HIDALGO
 AE0243  USGS QUAD   -  SAN TOMAS CAMP (1982)
 AE0243
 AE0243                         *CURRENT SURVEY CONTROL
 AE0243  ___________________________________________________________________
 AE0243* NAD 83(1986)-  26 55 13.     (N)    098 01 27.     (W)     SCALED    
 AE0243* NAVD 88     -        18.418  (meters)      60.43   (feet)  ADJUSTED  
 AE0243  ___________________________________________________________________
 AE0243  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AE0243  DYNAMIC HT  -          18.388 (meters)      60.33  (feet)  COMP
 AE0243  MODELED GRAV-     979,060.1   (mgal)                       NAVD 88
 AE0243
 AE0243  VERT ORDER  -  SECOND    CLASS 0
 AE0243
 AE0243.The horizontal coordinates were scaled from a topographic map and have
 AE0243.an estimated accuracy of +/- 6 seconds.
 AE0243
 AE0243.The orthometric height was determined by differential leveling
 AE0243.and adjusted by the National Geodetic Survey in June 1991..
 AE0243
 AE0243.The geoid height was determined by GEOID03.
 AE0243
 AE0243.The dynamic height is computed by dividing the NAVD 88
 AE0243.geopotential number by the normal gravity value computed on the
 AE0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0243.degrees latitude (g = 980.6199 gals.).
 AE0243
 AE0243.The modeled gravity was interpolated from observed gravity values.
 AE0243
 AE0243;                    North         East    Units  Estimated Accuracy
 AE0243;SPC TX S     - 5,138,980.      347,260.      MT  (+/- 180 meters Scaled)
 AE0243
 AE0243                          SUPERSEDED SURVEY CONTROL
 AE0243
 AE0243  NGVD 29 (??/??/92)   18.515  (m)           60.74   (f) ADJ UNCH    2 0
 AE0243
 AE0243.Superseded values are not recommended for survey control.
 AE0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0243.See file dsdata.txt to determine how the superseded data were derived.
 AE0243
 AE0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ968779(NAD 83)
 AE0243_MARKER: DB = BENCH MARK DISK
 AE0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0243_STAMPING: D 617 1942
 AE0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0243+STABILITY: SURFACE MOTION
 AE0243
 AE0243  HISTORY     - Date     Condition        Report By
 AE0243  HISTORY     - 1942     MONUMENTED       CGS
 AE0243  HISTORY     - 1962     GOOD             USGS
 AE0243
 AE0243                          STATION DESCRIPTION
 AE0243
 AE0243'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0243'10.9 MI NE FROM ENCINO.
 AE0243'0.8 MILE NORTH ALONG U.S. HWY. 281 FROM THE SCHOOL HOUSE AT ENCINO
 AE0243'BROOKS CO. THENCE 5.9 MILES NORTHEAST ALONG THE KING RANCH RD. THENCE,
 AE0243'1.9 MILES SOUTH TO T. RD. THENCE, 2.3 MILES EAST (ABOUT 0.4 MILE WEST
 AE0243'OF SAN THOMAS CAMP.) ABOUT 150 FEET NORTH OF THE ROAD. STANDARD DISK
 AE0243'IN A CONCRETE POST PROJECTING 0.5 FEET AND STAMPED D 617 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1129 ***********************************************************************
 AB1129  DESIGNATION -  D 619
 AB1129  PID         -  AB1129
 AB1129  STATE/COUNTY-  TX/KENEDY
 AB1129  USGS QUAD   -  JULIAN (1982)
 AB1129
 AB1129                         *CURRENT SURVEY CONTROL
 AB1129  ___________________________________________________________________
 AB1129* NAD 83(1986)-  26 45 14.     (N)    097 53 17.     (W)     SCALED    
 AB1129* NAVD 88     -        10.345  (meters)      33.94   (feet)  ADJUSTED  
 AB1129  ___________________________________________________________________
 AB1129  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AB1129  DYNAMIC HT  -          10.329 (meters)      33.89  (feet)  COMP
 AB1129  MODELED GRAV-     979,059.0   (mgal)                       NAVD 88
 AB1129
 AB1129  VERT ORDER  -  SECOND    CLASS 0
 AB1129
 AB1129.The horizontal coordinates were scaled from a topographic map and have
 AB1129.an estimated accuracy of +/- 6 seconds.
 AB1129
 AB1129.The orthometric height was determined by differential leveling
 AB1129.and adjusted by the National Geodetic Survey in June 1991..
 AB1129
 AB1129.The geoid height was determined by GEOID03.
 AB1129
 AB1129.The dynamic height is computed by dividing the NAVD 88
 AB1129.geopotential number by the normal gravity value computed on the
 AB1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1129.degrees latitude (g = 980.6199 gals.).
 AB1129
 AB1129.The modeled gravity was interpolated from observed gravity values.
 AB1129
 AB1129;                    North         East    Units  Estimated Accuracy
 AB1129;SPC TX S     - 5,120,600.      360,860.      MT  (+/- 180 meters Scaled)
 AB1129
 AB1129                          SUPERSEDED SURVEY CONTROL
 AB1129
 AB1129  NGVD 29 (??/??/92)   10.437  (m)           34.24   (f) ADJ UNCH    2 0
 AB1129
 AB1129.Superseded values are not recommended for survey control.
 AB1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1129.See file dsdata.txt to determine how the superseded data were derived.
 AB1129
 AB1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ105596(NAD 83)
 AB1129_MARKER: DB = BENCH MARK DISK
 AB1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1129_STAMPING: D 619 1942
 AB1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1129+STABILITY: SURFACE MOTION
 AB1129
 AB1129  HISTORY     - Date     Condition        Report By
 AB1129  HISTORY     - 1942     MONUMENTED       CGS
 AB1129
 AB1129                          STATION DESCRIPTION
 AB1129
 AB1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1129'8.0 MI W FROM NORRIAS.
 AB1129'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1129'PROCEED 9.8 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1129'MARK.  BENCH MARK IS ABOUT 200.0 FEET SOUTH OF THE EDGE OF A SMALL
 AB1129'LAKE IN PASTURE ON THE SANTA FE RANCH, 30.0 FEET WEST OF A MESQUITE
 AB1129'TREE, 16.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AB1129'THE ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE
 AB1129'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1116 ***********************************************************************
 AB1116  DESIGNATION -  D 620
 AB1116  PID         -  AB1116
 AB1116  STATE/COUNTY-  TX/HIDALGO
 AB1116  USGS QUAD   -  JULIAN (1982)
 AB1116
 AB1116                         *CURRENT SURVEY CONTROL
 AB1116  ___________________________________________________________________
 AB1116* NAD 83(1986)-  26 46 48.     (N)    097 58 27.     (W)     SCALED    
 AB1116* NAVD 88     -        14.575  (meters)      47.82   (feet)  ADJUSTED  
 AB1116  ___________________________________________________________________
 AB1116  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AB1116  DYNAMIC HT  -          14.552 (meters)      47.74  (feet)  COMP
 AB1116  MODELED GRAV-     979,055.3   (mgal)                       NAVD 88
 AB1116
 AB1116  VERT ORDER  -  SECOND    CLASS 0
 AB1116
 AB1116.The horizontal coordinates were scaled from a topographic map and have
 AB1116.an estimated accuracy of +/- 6 seconds.
 AB1116
 AB1116.The orthometric height was determined by differential leveling
 AB1116.and adjusted by the National Geodetic Survey in June 1991..
 AB1116
 AB1116.The geoid height was determined by GEOID03.
 AB1116
 AB1116.The dynamic height is computed by dividing the NAVD 88
 AB1116.geopotential number by the normal gravity value computed on the
 AB1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1116.degrees latitude (g = 980.6199 gals.).
 AB1116
 AB1116.The modeled gravity was interpolated from observed gravity values.
 AB1116
 AB1116;                    North         East    Units  Estimated Accuracy
 AB1116;SPC TX S     - 5,123,460.      352,290.      MT  (+/- 180 meters Scaled)
 AB1116
 AB1116                          SUPERSEDED SURVEY CONTROL
 AB1116
 AB1116  NGVD 29 (??/??/92)   14.673  (m)           48.14   (f) ADJ UNCH    2 0
 AB1116
 AB1116.Superseded values are not recommended for survey control.
 AB1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1116.See file dsdata.txt to determine how the superseded data were derived.
 AB1116
 AB1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ019624(NAD 83)
 AB1116_MARKER: DB = BENCH MARK DISK
 AB1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1116_STAMPING: D 620 1942
 AB1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1116+STABILITY: SURFACE MOTION
 AB1116
 AB1116  HISTORY     - Date     Condition        Report By
 AB1116  HISTORY     - 1942     MONUMENTED       CGS
 AB1116  HISTORY     - 1954     GOOD             USGS
 AB1116
 AB1116                          STATION DESCRIPTION
 AB1116
 AB1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1116'21.8 MI SE FROM ENCINO.
 AB1116'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AB1116'U.S. HIGHWAY NO.281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AB1116'THENCE, GO 9.7 MILES EASTERLY ALONG RANCH ROAD TO INTERSECTION OF
 AB1116'RANCH ROAD LEADING SOUTH.  THENCE, GO 11.7 MILES SOUTHERLY ALONG RANCH
 AB1116'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE
 AB1116'NORTH OF A SMALL LAKE, IN PASTURE, 54.0 FEET NORTHWEST OF AND ABOUT
 AB1116'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 12.0 FEET
 AB1116'SOUTH OF A SMALL MESQUITE TREE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AB1116'MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
 AB1116
 AB1116                          STATION RECOVERY (1954)
 AB1116
 AB1116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0352 ***********************************************************************
 AJ0352  DESIGNATION -  D 621
 AJ0352  PID         -  AJ0352
 AJ0352  STATE/COUNTY-  TX/DUVAL
 AJ0352  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0352
 AJ0352                         *CURRENT SURVEY CONTROL
 AJ0352  ___________________________________________________________________
 AJ0352* NAD 83(1986)-  27 20 49.     (N)    098 16 40.     (W)     SCALED    
 AJ0352* NAVD 88     -        69.482  (meters)     227.96   (feet)  ADJUSTED  
 AJ0352  ___________________________________________________________________
 AJ0352  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AJ0352  DYNAMIC HT  -          69.372 (meters)     227.60  (feet)  COMP
 AJ0352  MODELED GRAV-     979,068.8   (mgal)                       NAVD 88
 AJ0352
 AJ0352  VERT ORDER  -  SECOND    CLASS 0
 AJ0352
 AJ0352.The horizontal coordinates were scaled from a topographic map and have
 AJ0352.an estimated accuracy of +/- 6 seconds.
 AJ0352
 AJ0352.The orthometric height was determined by differential leveling
 AJ0352.and adjusted by the National Geodetic Survey in June 1991..
 AJ0352
 AJ0352.The geoid height was determined by GEOID03.
 AJ0352
 AJ0352.The dynamic height is computed by dividing the NAVD 88
 AJ0352.geopotential number by the normal gravity value computed on the
 AJ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0352.degrees latitude (g = 980.6199 gals.).
 AJ0352
 AJ0352.The modeled gravity was interpolated from observed gravity values.
 AJ0352
 AJ0352;                    North         East    Units  Estimated Accuracy
 AJ0352;SPC TX S     - 5,186,180.      321,990.      MT  (+/- 180 meters Scaled)
 AJ0352
 AJ0352                          SUPERSEDED SURVEY CONTROL
 AJ0352
 AJ0352  NGVD 29 (??/??/92)   69.58   (m)          228.3    (f) COMPUTED    2 0
 AJ0352
 AJ0352.Superseded values are not recommended for survey control.
 AJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0352.See file dsdata.txt to determine how the superseded data were derived.
 AJ0352
 AJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR714250(NAD 83)
 AJ0352_MARKER: DB = BENCH MARK DISK
 AJ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0352_STAMPING: D 621 1942
 AJ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0352+STABILITY: SURFACE MOTION
 AJ0352
 AJ0352  HISTORY     - Date     Condition        Report By
 AJ0352  HISTORY     - 1942     MONUMENTED       CGS
 AJ0352  HISTORY     - 1969     GOOD             USGS
 AJ0352
 AJ0352                          STATION DESCRIPTION
 AJ0352
 AJ0352'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AJ0352'8.7 MI W FROM PREMONT.
 AJ0352'8.7 MILES WEST ALONG FARM TO MARKET ROAD 716 FROM THE NORTH CITY
 AJ0352'LIMITS OF PREMENT, THENCE 1.8 MILES SOUTH ALONG FARM TO MARKET ROAD
 AJ0352'1329.  AT NORTH END OF S CURVE, 440 FEET SOUTH OF FEILD ROAD EAST, 45
 AJ0352'FEET WEST OF ROAD CENTERLINE OF HIGHWAY, ONE FOOT EAST OF FENCE LINE.
 AJ0352'STANDARD DISK, STAMPED D 621 1942, AND SET IN THE TOP OF A CONCRETE
 AJ0352'POST 0.4 FEET BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0376 ***********************************************************************
 AJ0376  DESIGNATION -  D 622
 AJ0376  PID         -  AJ0376
 AJ0376  STATE/COUNTY-  TX/DUVAL
 AJ0376  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0376
 AJ0376                         *CURRENT SURVEY CONTROL
 AJ0376  ___________________________________________________________________
 AJ0376* NAD 83(1986)-  27 22 49.     (N)    098 24 37.     (W)     SCALED    
 AJ0376* NAVD 88     -       108.892  (meters)     357.26   (feet)  ADJUSTED  
 AJ0376  ___________________________________________________________________
 AJ0376  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AJ0376  DYNAMIC HT  -         108.721 (meters)     356.70  (feet)  COMP
 AJ0376  MODELED GRAV-     979,066.9   (mgal)                       NAVD 88
 AJ0376
 AJ0376  VERT ORDER  -  SECOND    CLASS 0
 AJ0376
 AJ0376.The horizontal coordinates were scaled from a topographic map and have
 AJ0376.an estimated accuracy of +/- 6 seconds.
 AJ0376
 AJ0376.The orthometric height was determined by differential leveling
 AJ0376.and adjusted by the National Geodetic Survey in June 1991..
 AJ0376
 AJ0376.The geoid height was determined by GEOID03.
 AJ0376
 AJ0376.The dynamic height is computed by dividing the NAVD 88
 AJ0376.geopotential number by the normal gravity value computed on the
 AJ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0376.degrees latitude (g = 980.6199 gals.).
 AJ0376
 AJ0376.The modeled gravity was interpolated from observed gravity values.
 AJ0376
 AJ0376;                    North         East    Units  Estimated Accuracy
 AJ0376;SPC TX S     - 5,189,860.      308,870.      MT  (+/- 180 meters Scaled)
 AJ0376
 AJ0376                          SUPERSEDED SURVEY CONTROL
 AJ0376
 AJ0376  NGVD 29 (??/??/92)  109.01   (m)          357.6    (f) COMPUTED    2 0
 AJ0376
 AJ0376.Superseded values are not recommended for survey control.
 AJ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0376.See file dsdata.txt to determine how the superseded data were derived.
 AJ0376
 AJ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR583286(NAD 83)
 AJ0376_MARKER: DB = BENCH MARK DISK
 AJ0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0376_STAMPING: D 622 1942
 AJ0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0376+STABILITY: SURFACE MOTION
 AJ0376
 AJ0376  HISTORY     - Date     Condition        Report By
 AJ0376  HISTORY     - 1942     MONUMENTED       CGS
 AJ0376  HISTORY     - 1969     GOOD             USGS
 AJ0376
 AJ0376                          STATION DESCRIPTION
 AJ0376
 AJ0376'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AJ0376'2.3 MI N FROM RAMIREZ.
 AJ0376'RAMIREZ 2.3 MILES NORTH OF, ALONG STATE HWY.  339.  ABOUT 575 FEET NW
 AJ0376'OF CENTER OF HWY. AND NEAR THE TOP OF A HILL.  310 FEET SOUTH OF AND
 AJ0376'50 FEET EAST OF THE NE CORNER OF A SMALL FIELD.  STANDARD DISK, SET IN
 AJ0376'THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0388 ***********************************************************************
 AJ0388  DESIGNATION -  D 623
 AJ0388  PID         -  AJ0388
 AJ0388  STATE/COUNTY-  TX/DUVAL
 AJ0388  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0388
 AJ0388                         *CURRENT SURVEY CONTROL
 AJ0388  ___________________________________________________________________
 AJ0388* NAD 83(1986)-  27 24 54.     (N)    098 26 30.     (W)     SCALED    
 AJ0388* NAVD 88     -       111.767  (meters)     366.69   (feet)  ADJUSTED  
 AJ0388  ___________________________________________________________________
 AJ0388  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AJ0388  DYNAMIC HT  -         111.591 (meters)     366.11  (feet)  COMP
 AJ0388  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 AJ0388
 AJ0388  VERT ORDER  -  SECOND    CLASS 0
 AJ0388
 AJ0388.The horizontal coordinates were scaled from a topographic map and have
 AJ0388.an estimated accuracy of +/- 6 seconds.
 AJ0388
 AJ0388.The orthometric height was determined by differential leveling
 AJ0388.and adjusted by the National Geodetic Survey in June 1991..
 AJ0388
 AJ0388.The geoid height was determined by GEOID03.
 AJ0388
 AJ0388.The dynamic height is computed by dividing the NAVD 88
 AJ0388.geopotential number by the normal gravity value computed on the
 AJ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0388.degrees latitude (g = 980.6199 gals.).
 AJ0388
 AJ0388.The modeled gravity was interpolated from observed gravity values.
 AJ0388
 AJ0388;                    North         East    Units  Estimated Accuracy
 AJ0388;SPC TX S     - 5,193,700.      305,770.      MT  (+/- 180 meters Scaled)
 AJ0388
 AJ0388                          SUPERSEDED SURVEY CONTROL
 AJ0388
 AJ0388  NGVD 29 (??/??/92)  111.84   (m)          366.9    (f) COMPUTED    2 0
 AJ0388
 AJ0388.Superseded values are not recommended for survey control.
 AJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0388.See file dsdata.txt to determine how the superseded data were derived.
 AJ0388
 AJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR551325(NAD 83)
 AJ0388_MARKER: DB = BENCH MARK DISK
 AJ0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0388_STAMPING: D 623 1942
 AJ0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0388+STABILITY: SURFACE MOTION
 AJ0388
 AJ0388  HISTORY     - Date     Condition        Report By
 AJ0388  HISTORY     - 1942     MONUMENTED       CGS
 AJ0388  HISTORY     - 1969     GOOD             USGS
 AJ0388
 AJ0388                          STATION DESCRIPTION
 AJ0388
 AJ0388'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AJ0388'3 MI W FROM CONCEPOION.
 AJ0388'CONCEPOION, 4.5 MILES WEST OF ALONG FARM RD. 716, THENCE 0.6 MILE
 AJ0388'NORTH ALONG A GRAVEL RD.  THENCE 0.5 MILE WEST ALONG AN E/W FENCE, 7.0
 AJ0388'MILES EAST ALONG FARM RD. 716 FROM REALITOS.  549 FEET WEST OF FENCE
 AJ0388'CORNER, 166 FEET EAST OF A DRAIN BOTTOM.  20 FEET NORTH OF E/W FENCE.
 AJ0388'STANDARD DISK, STAMPED D 623 1942 AND SET IN THE TOP OF A CONCRETE
 AJ0388'POST PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0164 ***********************************************************************
 AJ0164  DESIGNATION -  D 624
 AJ0164  PID         -  AJ0164
 AJ0164  STATE/COUNTY-  TX/JIM WELLS
 AJ0164  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0164
 AJ0164                         *CURRENT SURVEY CONTROL
 AJ0164  ___________________________________________________________________
 AJ0164* NAD 83(1986)-  27 39 04.     (N)    098 06 21.     (W)     SCALED    
 AJ0164* NAVD 88     -        58.442  (meters)     191.74   (feet)  ADJUSTED  
 AJ0164  ___________________________________________________________________
 AJ0164  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AJ0164  DYNAMIC HT  -          58.351 (meters)     191.44  (feet)  COMP
 AJ0164  MODELED GRAV-     979,090.5   (mgal)                       NAVD 88
 AJ0164
 AJ0164  VERT ORDER  -  SECOND    CLASS 0
 AJ0164
 AJ0164.The horizontal coordinates were scaled from a topographic map and have
 AJ0164.an estimated accuracy of +/- 6 seconds.
 AJ0164
 AJ0164.The orthometric height was determined by differential leveling
 AJ0164.and adjusted by the National Geodetic Survey in June 1991..
 AJ0164
 AJ0164.The geoid height was determined by GEOID03.
 AJ0164
 AJ0164.The dynamic height is computed by dividing the NAVD 88
 AJ0164.geopotential number by the normal gravity value computed on the
 AJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0164.degrees latitude (g = 980.6199 gals.).
 AJ0164
 AJ0164.The modeled gravity was interpolated from observed gravity values.
 AJ0164
 AJ0164;                    North         East    Units  Estimated Accuracy
 AJ0164;SPC TX S     - 5,219,930.      338,890.      MT  (+/- 180 meters Scaled)
 AJ0164
 AJ0164                          SUPERSEDED SURVEY CONTROL
 AJ0164
 AJ0164  NGVD 29 (??/??/92)   58.54   (m)          192.1    (f) COMPUTED    2 0
 AJ0164
 AJ0164.Superseded values are not recommended for survey control.
 AJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0164.See file dsdata.txt to determine how the superseded data were derived.
 AJ0164
 AJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR882588(NAD 83)
 AJ0164_MARKER: DB = BENCH MARK DISK
 AJ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0164_STAMPING: D 624 1942
 AJ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0164+STABILITY: SURFACE MOTION
 AJ0164
 AJ0164  HISTORY     - Date     Condition        Report By
 AJ0164  HISTORY     - 1942     MONUMENTED       CGS
 AJ0164  HISTORY     - 1963     POOR             NGS
 AJ0164
 AJ0164                          STATION DESCRIPTION
 AJ0164
 AJ0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AJ0164'1.7 MI W FROM BEN BOLT.
 AJ0164'1.7 MILES WEST ALONG A ROAD FROM THE SOUTHERN PACIFIC CO. RAILROAD
 AJ0164'STATION AT BEN BOLT, 0.7 MILE WEST OF A JOG IN THE ROAD, 27 FEET NORTH
 AJ0164'OF THE CENTERLINE OF THE ROAD, 18 FEET EAST OF THE CENTERLINE OF A
 AJ0164'ROAD LEADING TO AN OIL WELL, 3 FEET EAST OF A WHITE WOODEN WITNESS
 AJ0164'POST, 2 FEET SOUTH OF A FENCE, AND LEVEL WITH THE ROAD.  A STANDARD
 AJ0164'DISK, STAMPED D 624 1942 AND SET IN THE TOP OF A CONCRETE POST
 AJ0164'PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE-- THE MARK WAS FOUND LEANING
 AJ0164'TO ONE SIDE AND LOOSE IN THE GROUND.  IT COULD BE USED FOR A STADIA
 AJ0164'CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0417 ***********************************************************************
 AJ0417  DESIGNATION -  D 625
 AJ0417  PID         -  AJ0417
 AJ0417  STATE/COUNTY-  TX/BROOKS
 AJ0417  USGS QUAD   -  PALOMAS RANCH (1968)
 AJ0417
 AJ0417                         *CURRENT SURVEY CONTROL
 AJ0417  ___________________________________________________________________
 AJ0417* NAD 83(1986)-  27 09 43.     (N)    098 17 25.     (W)     SCALED    
 AJ0417* NAVD 88     -        61.258  (meters)     200.98   (feet)  ADJUSTED  
 AJ0417  ___________________________________________________________________
 AJ0417  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AJ0417  DYNAMIC HT  -          61.161 (meters)     200.66  (feet)  COMP
 AJ0417  MODELED GRAV-     979,056.3   (mgal)                       NAVD 88
 AJ0417
 AJ0417  VERT ORDER  -  SECOND    CLASS 0
 AJ0417
 AJ0417.The horizontal coordinates were scaled from a topographic map and have
 AJ0417.an estimated accuracy of +/- 6 seconds.
 AJ0417
 AJ0417.The orthometric height was determined by differential leveling
 AJ0417.and adjusted by the National Geodetic Survey in June 1991..
 AJ0417
 AJ0417.The geoid height was determined by GEOID03.
 AJ0417
 AJ0417.The dynamic height is computed by dividing the NAVD 88
 AJ0417.geopotential number by the normal gravity value computed on the
 AJ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0417.degrees latitude (g = 980.6199 gals.).
 AJ0417
 AJ0417.The modeled gravity was interpolated from observed gravity values.
 AJ0417
 AJ0417;                    North         East    Units  Estimated Accuracy
 AJ0417;SPC TX S     - 5,165,680.      320,780.      MT  (+/- 180 meters Scaled)
 AJ0417
 AJ0417                          SUPERSEDED SURVEY CONTROL
 AJ0417
 AJ0417  NGVD 29 (??/??/92)   61.34   (m)          201.2    (f) COMPUTED    2 0
 AJ0417
 AJ0417.Superseded values are not recommended for survey control.
 AJ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0417.See file dsdata.txt to determine how the superseded data were derived.
 AJ0417
 AJ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR703045(NAD 83)
 AJ0417_MARKER: DB = BENCH MARK DISK
 AJ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0417_STAMPING: D 625 1942
 AJ0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0417+STABILITY: SURFACE MOTION
 AJ0417
 AJ0417  HISTORY     - Date     Condition        Report By
 AJ0417  HISTORY     - 1942     MONUMENTED       CGS
 AJ0417
 AJ0417                          STATION DESCRIPTION
 AJ0417
 AJ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0417'12.0 MI SW FROM FALFURRIAS.
 AJ0417'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 0.4 MILE
 AJ0417'SOUTH ALONG STATE HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AJ0417'WEST.  THENCE, GO 2.6 MILES SOUTHWESTERLY ALONG ROAD TO INTERSECTION
 AJ0417'OF EAST-WEST ROAD.  THENCE GO 9.0 MILES WESTERLY ALONG ROAD TO THE
 AJ0417'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 81.0 FEET WEST OF A
 AJ0417'CATTLE GUARD ACROSS THE ROAD, 30.0 FEET NORTH OF AND ABOUT 1.0 FOOT
 AJ0417'ABOVE THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET EAST OF A 4X4-INCH
 AJ0417'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0418 ***********************************************************************
 AJ0418  DESIGNATION -  D 625 RESET 1955
 AJ0418  PID         -  AJ0418
 AJ0418  STATE/COUNTY-  TX/BROOKS
 AJ0418  USGS QUAD   -  PALOMAS RANCH (1968)
 AJ0418
 AJ0418                         *CURRENT SURVEY CONTROL
 AJ0418  ___________________________________________________________________
 AJ0418* NAD 83(1986)-  27 09 43.     (N)    098 17 25.     (W)     SCALED    
 AJ0418* NAVD 88     -        61.25   (meters)     201.0    (feet)  RESET     
 AJ0418  ___________________________________________________________________
 AJ0418  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AJ0418
 AJ0418  VERT ORDER  -  THIRD
 AJ0418
 AJ0418.The horizontal coordinates were scaled from a topographic map and have
 AJ0418.an estimated accuracy of +/- 6 seconds.
 AJ0418
 AJ0418.The orthometric height was computed from unverified reset data.
 AJ0418
 AJ0418.The geoid height was determined by GEOID03.
 AJ0418
 AJ0418;                    North         East    Units  Estimated Accuracy
 AJ0418;SPC TX S     - 5,165,680.      320,780.      MT  (+/- 180 meters Scaled)
 AJ0418
 AJ0418                          SUPERSEDED SURVEY CONTROL
 AJ0418
 AJ0418.No superseded survey control is available for this station.
 AJ0418
 AJ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR703045(NAD 83)
 AJ0418_MARKER: DB = BENCH MARK DISK
 AJ0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0418_STAMPING: D 625 RESET 1955
 AJ0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0418+STABILITY: SURFACE MOTION
 AJ0418
 AJ0418  HISTORY     - Date     Condition        Report By
 AJ0418  HISTORY     - 1955     MONUMENTED       LOCENG
 AJ0418
 AJ0418                          STATION DESCRIPTION
 AJ0418
 AJ0418'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955
 AJ0418'12.0 MI SW FROM FALFURRIAS.
 AJ0418'0.4 MILE SOUTH ALONG STATE HIGHWAY 281 FROM THE COUNTY COURTHOUSE AT
 AJ0418'FALFURRIAS, BROOKS COUNTY, THENCE 2.6 MILES SOUTHWEST ALONG A ROAD TO
 AJ0418'THE JUNCTION OF A ROAD LEADING WEST, AND THENCE 9.0 MILES WEST ALONG
 AJ0418'THE ROAD.  81 FEET WEST OF A CATTLE GUARD, AND 39 FEET NORTH OF THE
 AJ0418'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED D 625 RESET 1955
 AJ0418'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0517 ***********************************************************************
 AJ0517  DESIGNATION -  D 626
 AJ0517  PID         -  AJ0517
 AJ0517  STATE/COUNTY-  TX/JIM HOGG
 AJ0517  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0517
 AJ0517                         *CURRENT SURVEY CONTROL
 AJ0517  ___________________________________________________________________
 AJ0517* NAD 83(1986)-  27 11 26.     (N)    098 32 39.     (W)     SCALED    
 AJ0517* NAVD 88     -       131.145  (meters)     430.26   (feet)  ADJUSTED  
 AJ0517  ___________________________________________________________________
 AJ0517  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AJ0517  DYNAMIC HT  -         130.936 (meters)     429.58  (feet)  COMP
 AJ0517  MODELED GRAV-     979,048.1   (mgal)                       NAVD 88
 AJ0517
 AJ0517  VERT ORDER  -  SECOND    CLASS 0
 AJ0517
 AJ0517.The horizontal coordinates were scaled from a topographic map and have
 AJ0517.an estimated accuracy of +/- 6 seconds.
 AJ0517
 AJ0517.The orthometric height was determined by differential leveling
 AJ0517.and adjusted by the National Geodetic Survey in June 1991..
 AJ0517
 AJ0517.The geoid height was determined by GEOID03.
 AJ0517
 AJ0517.The dynamic height is computed by dividing the NAVD 88
 AJ0517.geopotential number by the normal gravity value computed on the
 AJ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0517.degrees latitude (g = 980.6199 gals.).
 AJ0517
 AJ0517.The modeled gravity was interpolated from observed gravity values.
 AJ0517
 AJ0517;                    North         East    Units  Estimated Accuracy
 AJ0517;SPC TX S     - 5,168,840.      295,620.      MT  (+/- 180 meters Scaled)
 AJ0517
 AJ0517                          SUPERSEDED SURVEY CONTROL
 AJ0517
 AJ0517  NGVD 29 (??/??/92)  131.195  (m)          430.43   (f) ADJ UNCH    2 0
 AJ0517
 AJ0517.Superseded values are not recommended for survey control.
 AJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0517.See file dsdata.txt to determine how the superseded data were derived.
 AJ0517
 AJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR451076(NAD 83)
 AJ0517_MARKER: DB = BENCH MARK DISK
 AJ0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0517_STAMPING: D 626 1942
 AJ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0517+STABILITY: SURFACE MOTION
 AJ0517
 AJ0517  HISTORY     - Date     Condition        Report By
 AJ0517  HISTORY     - 1942     MONUMENTED       CGS
 AJ0517  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0517
 AJ0517                          STATION DESCRIPTION
 AJ0517
 AJ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0517'14.7 MI SE FROM HEBBRONVILLE.
 AJ0517'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0517'PROCEED 9.2 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTA VISTA TO
 AJ0517'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 5.5 MILES EASTERLY
 AJ0517'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.2
 AJ0517'MILE WEST OF A WINDMILL, 18.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE
 AJ0517'THE CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AJ0517'MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
 AJ0517
 AJ0517                          STATION RECOVERY (1972)
 AJ0517
 AJ0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0442 ***********************************************************************
 AJ0442  DESIGNATION -  D 627
 AJ0442  PID         -  AJ0442
 AJ0442  STATE/COUNTY-  TX/BROOKS
 AJ0442  USGS QUAD   -  PALOMAS RANCH SE (1968)
 AJ0442
 AJ0442                         *CURRENT SURVEY CONTROL
 AJ0442  ___________________________________________________________________
 AJ0442* NAD 83(1986)-  27 05 29.     (N)    098 19 44.     (W)     SCALED    
 AJ0442* NAVD 88     -        72.929  (meters)     239.27   (feet)  ADJUSTED  
 AJ0442  ___________________________________________________________________
 AJ0442  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AJ0442  DYNAMIC HT  -          72.812 (meters)     238.88  (feet)  COMP
 AJ0442  MODELED GRAV-     979,048.6   (mgal)                       NAVD 88
 AJ0442
 AJ0442  VERT ORDER  -  SECOND    CLASS 0
 AJ0442
 AJ0442.The horizontal coordinates were scaled from a topographic map and have
 AJ0442.an estimated accuracy of +/- 6 seconds.
 AJ0442
 AJ0442.The orthometric height was determined by differential leveling
 AJ0442.and adjusted by the National Geodetic Survey in June 1991..
 AJ0442
 AJ0442.The geoid height was determined by GEOID03.
 AJ0442
 AJ0442.The dynamic height is computed by dividing the NAVD 88
 AJ0442.geopotential number by the normal gravity value computed on the
 AJ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0442.degrees latitude (g = 980.6199 gals.).
 AJ0442
 AJ0442.The modeled gravity was interpolated from observed gravity values.
 AJ0442
 AJ0442;                    North         East    Units  Estimated Accuracy
 AJ0442;SPC TX S     - 5,157,860.      316,970.      MT  (+/- 180 meters Scaled)
 AJ0442
 AJ0442                          SUPERSEDED SURVEY CONTROL
 AJ0442
 AJ0442  NGVD 29 (??/??/92)   73.003  (m)          239.51   (f) ADJ UNCH    2 0
 AJ0442
 AJ0442.Superseded values are not recommended for survey control.
 AJ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0442.See file dsdata.txt to determine how the superseded data were derived.
 AJ0442
 AJ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ665967(NAD 83)
 AJ0442_MARKER: DB = BENCH MARK DISK
 AJ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0442_STAMPING: D 627 1942
 AJ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0442+STABILITY: SURFACE MOTION
 AJ0442
 AJ0442  HISTORY     - Date     Condition        Report By
 AJ0442  HISTORY     - 1942     MONUMENTED       CGS
 AJ0442  HISTORY     - 1968     GOOD             USGS
 AJ0442
 AJ0442                          STATION DESCRIPTION
 AJ0442
 AJ0442'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0442'25 MI SW FROM FALFURRIAS.
 AJ0442'ABOUT 25 MILES SW OF FALFURRIAS, BROOKS CO., THIS BM MAY BE REACHED
 AJ0442'FROM THE COUNTY COURT HOUSE BY GOING 2.5 MI. S. ALONG U.S. HWY 281,
 AJ0442'THENCE W. ALONG THE BALUARTE CREEK ROAD ABOUT 15 MI., THENCE S. ABOUT
 AJ0442'3 MI. TO THE END OF THE PAVEMENTAT DICK MARKS RANCH.  THENCE ALONG A
 AJ0442'COUNTY ROAD E., S., AND E. FOR 3 MI. AND THENCE ALONG A SANDY PRIVATE
 AJ0442'TRACK ROAD (MINTON RANCH, PETER BOERJAN MGR.) S. AND E. ABOUT 1.2 MI.,
 AJ0442'THENCE NE CROSS COUNTRY ABOUT 0.25 MI., IT IS  ABOUT 0.5 NNW OF A
 AJ0442'WINDMILL, 0.2 MI. W. OF FENCE BETWEEN MINTON RANCH AND JACK CASEY
 AJ0442'RANCH, AND 15 FT. N. OF, AND LEVEL WITH, AN OLD VERY DIM TRAIL.  A
 AJ0442'STANDARD DISK, STAMPED D 627 1942 AND SET IN THE TOP OF A CONCRETE
 AJ0442'POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0130 ***********************************************************************
 AE0130  DESIGNATION -  D 628
 AE0130  PID         -  AE0130
 AE0130  STATE/COUNTY-  TX/BROOKS
 AE0130  USGS QUAD   -  TACUBAYA (1993)
 AE0130
 AE0130                         *CURRENT SURVEY CONTROL
 AE0130  ___________________________________________________________________
 AE0130* NAD 83(1986)-  26 53 56.     (N)    098 15 15.     (W)     SCALED    
 AE0130* NAVD 88     -        77.291  (meters)     253.58   (feet)  ADJUSTED  
 AE0130  ___________________________________________________________________
 AE0130  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AE0130  DYNAMIC HT  -          77.166 (meters)     253.17  (feet)  COMP
 AE0130  MODELED GRAV-     979,037.6   (mgal)                       NAVD 88
 AE0130
 AE0130  VERT ORDER  -  SECOND    CLASS 0
 AE0130
 AE0130.The horizontal coordinates were scaled from a topographic map and have
 AE0130.an estimated accuracy of +/- 6 seconds.
 AE0130
 AE0130.The orthometric height was determined by differential leveling
 AE0130.and adjusted by the National Geodetic Survey in June 1991..
 AE0130
 AE0130.The geoid height was determined by GEOID03.
 AE0130
 AE0130.The dynamic height is computed by dividing the NAVD 88
 AE0130.geopotential number by the normal gravity value computed on the
 AE0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0130.degrees latitude (g = 980.6199 gals.).
 AE0130
 AE0130.The modeled gravity was interpolated from observed gravity values.
 AE0130
 AE0130;                    North         East    Units  Estimated Accuracy
 AE0130;SPC TX S     - 5,136,540.      324,420.      MT  (+/- 180 meters Scaled)
 AE0130
 AE0130                          SUPERSEDED SURVEY CONTROL
 AE0130
 AE0130  NGVD 29 (??/??/92)   77.361  (m)          253.81   (f) ADJ UNCH    2 0
 AE0130
 AE0130.Superseded values are not recommended for survey control.
 AE0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0130.See file dsdata.txt to determine how the superseded data were derived.
 AE0130
 AE0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ740754(NAD 83)
 AE0130_MARKER: DB = BENCH MARK DISK
 AE0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0130_STAMPING: D 628 1942
 AE0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0130+STABILITY: SURFACE MOTION
 AE0130
 AE0130  HISTORY     - Date     Condition        Report By
 AE0130  HISTORY     - 1942     MONUMENTED       CGS
 AE0130
 AE0130                          STATION DESCRIPTION
 AE0130
 AE0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0130'7.0 MI W FROM RACHAL.
 AE0130'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0130'PROCEED 7.0 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0130'MARK.  BENCH MARK IS ABOUT 0.5 MILE WEST OF A CURVE IN THE ROAD, 28.0
 AE0130'FEET WEST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD.  IT
 AE0130'IS 15.0 FEET SOUTH OF CENTER OF GATE, 7.0 FEET SOUTH OF A FENCE
 AE0130'CORNER, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AE0130'EAST OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0049 ***********************************************************************
 AE0049  DESIGNATION -  D 630
 AE0049  PID         -  AE0049
 AE0049  STATE/COUNTY-  TX/HIDALGO
 AE0049  USGS QUAD   -  LA REFORMA (1993)
 AE0049
 AE0049                         *CURRENT SURVEY CONTROL
 AE0049  ___________________________________________________________________
 AE0049* NAD 83(1986)-  26 39 22.     (N)    098 22 12.     (W)     SCALED    
 AE0049* NAVD 88     -        71.300  (meters)     233.92   (feet)  ADJUSTED  
 AE0049  ___________________________________________________________________
 AE0049  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AE0049  DYNAMIC HT  -          71.184 (meters)     233.54  (feet)  COMP
 AE0049  MODELED GRAV-     979,019.0   (mgal)                       NAVD 88
 AE0049
 AE0049  VERT ORDER  -  SECOND    CLASS 0
 AE0049
 AE0049.The horizontal coordinates were scaled from a topographic map and have
 AE0049.an estimated accuracy of +/- 6 seconds.
 AE0049
 AE0049.The orthometric height was determined by differential leveling
 AE0049.and adjusted by the National Geodetic Survey in June 1991..
 AE0049
 AE0049.The geoid height was determined by GEOID03.
 AE0049
 AE0049.The dynamic height is computed by dividing the NAVD 88
 AE0049.geopotential number by the normal gravity value computed on the
 AE0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0049.degrees latitude (g = 980.6199 gals.).
 AE0049
 AE0049.The modeled gravity was interpolated from observed gravity values.
 AE0049
 AE0049;                    North         East    Units  Estimated Accuracy
 AE0049;SPC TX S     - 5,109,630.      312,940.      MT  (+/- 180 meters Scaled)
 AE0049
 AE0049                          SUPERSEDED SURVEY CONTROL
 AE0049
 AE0049  NGVD 29 (??/??/92)   71.385  (m)          234.20   (f) ADJ UNCH    2 0
 AE0049
 AE0049.Superseded values are not recommended for survey control.
 AE0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0049.See file dsdata.txt to determine how the superseded data were derived.
 AE0049
 AE0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ626485(NAD 83)
 AE0049_MARKER: DB = BENCH MARK DISK
 AE0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0049_STAMPING: D 630 1942
 AE0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0049+STABILITY: SURFACE MOTION
 AE0049
 AE0049  HISTORY     - Date     Condition        Report By
 AE0049  HISTORY     - 1942     MONUMENTED       CGS
 AE0049  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0049  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0049
 AE0049                          STATION DESCRIPTION
 AE0049
 AE0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0049'9.7 MI E FROM SANTA ELENA.
 AE0049'TO REACH FROM THE POST OFFICE AT SANTA ELENA-- PROCEED 9.7 MILES
 AE0049'EASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AE0049'IS ABOUT 1000.0 FEET EAST OF A CURVE IN ROAD, ABOUT 0.2 MILE WEST OF A
 AE0049'FENCE CORNER.  IT IS 20.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AE0049'CENTERLINE OF THE ROAD, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST
 AE0049'AND 1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0049
 AE0049                          STATION RECOVERY (1972)
 AE0049
 AE0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0049'MARK NOT FOUND.
 AE0049
 AE0049                          STATION RECOVERY (1992)
 AE0049
 AE0049'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4456 ***********************************************************************
 AW4456  DESIGNATION -  D 631
 AW4456  PID         -  AW4456
 AW4456  STATE/COUNTY-  TX/MATAGORDA
 AW4456  USGS QUAD   -  VAN VLECK (1980)
 AW4456
 AW4456                         *CURRENT SURVEY CONTROL
 AW4456  ___________________________________________________________________
 AW4456* NAD 83(1986)-  29 00 34.     (N)    095 58 23.     (W)     SCALED    
 AW4456* NAVD 88     -        17.66   (+/-2cm)      57.9    (feet)  VERTCON   
 AW4456  ___________________________________________________________________
 AW4456  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW4456
 AW4456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4456
 AW4456.The horizontal coordinates were scaled from a topographic map and have
 AW4456.an estimated accuracy of +/- 6 seconds.
 AW4456
 AW4456.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4456.The vertical order pertains to the NGVD 29 superseded value.
 AW4456
 AW4456.The geoid height was determined by GEOID03.
 AW4456
 AW4456;                    North         East    Units  Estimated Accuracy
 AW4456;SPC TXSC     - 4,134,160.      894,850.      MT  (+/- 180 meters Scaled)
 AW4456
 AW4456                          SUPERSEDED SURVEY CONTROL
 AW4456
 AW4456  NGVD 29 (??/??/92)   17.69   (m)           58.0    (f) COMPUTED    2 0
 AW4456
 AW4456.Superseded values are not recommended for survey control.
 AW4456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4456.See file dsdata.txt to determine how the superseded data were derived.
 AW4456
 AW4456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN103126(NAD 83)
 AW4456_MARKER: DD = SURVEY DISK
 AW4456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4456_SP_SET: CULVERT
 AW4456_STAMPING: D 631 1942
 AW4456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4456
 AW4456  HISTORY     - Date     Condition        Report By
 AW4456  HISTORY     - 1942     MONUMENTED       TXRD
 AW4456  HISTORY     - 1942     GOOD             NGS
 AW4456  HISTORY     - 19961119 MARK NOT FOUND   USPSQD
 AW4456
 AW4456                          STATION DESCRIPTION
 AW4456
 AW4456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AW4456'1.9 MI NW FROM BAY CITY.
 AW4456'TO REACH FROM THE POST OFFICE AT BAY CITY.  PROCEED 1.9 MILES
 AW4456'NORTHWESTERLY ALONG STATE HIGHWAY NO. 60 TO SITE OF BENCH MARK. BENCH
 AW4456'MARK IS SET HORIZONTALLY IN THE NORTHEAST CORNER OF THE EAST HEADWALL
 AW4456'OF A DOUBLE 4X4-FOOT CONCRETE CULVERT, 15 FEET EAST OF THE CENTERLINE
 AW4456'OF THE HIGHWAY.
 AW4456
 AW4456                          STATION RECOVERY (1996)
 AW4456
 AW4456'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0440 ***********************************************************************
 AH0440  DESIGNATION -  D 632
 AH0440  PID         -  AH0440
 AH0440  STATE/COUNTY-  TX/NUECES
 AH0440  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0440
 AH0440                         *CURRENT SURVEY CONTROL
 AH0440  ___________________________________________________________________
 AH0440* NAD 83(1986)-  27 35 20.     (N)    097 23 47.     (W)     SCALED    
 AH0440* NAVD 88     -         5.380  (meters)      17.65   (feet)  ADJUSTED  
 AH0440  ___________________________________________________________________
 AH0440  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AH0440  DYNAMIC HT  -           5.372 (meters)      17.62  (feet)  COMP
 AH0440  MODELED GRAV-     979,120.7   (mgal)                       NAVD 88
 AH0440
 AH0440  VERT ORDER  -  SECOND    CLASS 0
 AH0440
 AH0440.The horizontal coordinates were scaled from a topographic map and have
 AH0440.an estimated accuracy of +/- 6 seconds.
 AH0440
 AH0440.The orthometric height was determined by differential leveling
 AH0440.and adjusted by the National Geodetic Survey in June 1991..
 AH0440
 AH0440.The geoid height was determined by GEOID03.
 AH0440
 AH0440.The dynamic height is computed by dividing the NAVD 88
 AH0440.geopotential number by the normal gravity value computed on the
 AH0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0440.degrees latitude (g = 980.6199 gals.).
 AH0440
 AH0440.The modeled gravity was interpolated from observed gravity values.
 AH0440
 AH0440;                    North         East    Units  Estimated Accuracy
 AH0440;SPC TX S     - 5,213,450.      408,960.      MT  (+/- 180 meters Scaled)
 AH0440
 AH0440                          SUPERSEDED SURVEY CONTROL
 AH0440
 AH0440  NGVD 29 (??/??/92)    5.523  (m)           18.12   (f) ADJ UNCH    2 0
 AH0440
 AH0440.Superseded values are not recommended for survey control.
 AH0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0440.See file dsdata.txt to determine how the superseded data were derived.
 AH0440
 AH0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR582526(NAD 83)
 AH0440_MARKER: DB = BENCH MARK DISK
 AH0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0440_SP_SET: MESQUITE
 AH0440_STAMPING: D 632 1942
 AH0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0440
 AH0440  HISTORY     - Date     Condition        Report By
 AH0440  HISTORY     - 1942     MONUMENTED       CGS
 AH0440  HISTORY     - 1970     GOOD             USGS
 AH0440  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0440
 AH0440                          STATION DESCRIPTION
 AH0440
 AH0440'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 AH0440'IN CHAPMAN RANCH.
 AH0440'FROM P.O. AT CHAPMAN RANCH, GO SOUTH 0.1 MILE TO CROSS ROAD, GO LEFT
 AH0440'(EAST) 3.6 MILES ALONG SURFACED ROAD TO A T ROAD SOUTH TO DOCHES
 AH0440'WINDMILL, GO SOUTH 0.15 MILE TO WINDMILL.  BM IS LOCATED 210 FT NORTH
 AH0440'OF WINDMILL AND ABOUT 70 FEET EAST OF ROAD, IN MESQUITE.
 AH0440
 AH0440                          STATION RECOVERY (1991)
 AH0440
 AH0440'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0826 ***********************************************************************
 AH0826  DESIGNATION -  D 633
 AH0826  PID         -  AH0826
 AH0826  STATE/COUNTY-  TX/NUECES
 AH0826  USGS QUAD   -  PETRONILA NE (1975)
 AH0826
 AH0826                         *CURRENT SURVEY CONTROL
 AH0826  ___________________________________________________________________
 AH0826* NAD 83(1986)-  27 41 16.     (N)    097 32 09.     (W)     SCALED    
 AH0826* NAVD 88     -        12.182  (meters)      39.97   (feet)  ADJUSTED  
 AH0826  ___________________________________________________________________
 AH0826  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AH0826  DYNAMIC HT  -          12.164 (meters)      39.91  (feet)  COMP
 AH0826  MODELED GRAV-     979,119.2   (mgal)                       NAVD 88
 AH0826
 AH0826  VERT ORDER  -  SECOND    CLASS 0
 AH0826
 AH0826.The horizontal coordinates were scaled from a topographic map and have
 AH0826.an estimated accuracy of +/- 6 seconds.
 AH0826
 AH0826.The orthometric height was determined by differential leveling
 AH0826.and adjusted by the National Geodetic Survey in June 1991..
 AH0826
 AH0826.The geoid height was determined by GEOID03.
 AH0826
 AH0826.The dynamic height is computed by dividing the NAVD 88
 AH0826.geopotential number by the normal gravity value computed on the
 AH0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0826.degrees latitude (g = 980.6199 gals.).
 AH0826
 AH0826.The modeled gravity was interpolated from observed gravity values.
 AH0826
 AH0826;                    North         East    Units  Estimated Accuracy
 AH0826;SPC TX S     - 5,224,290.      395,110.      MT  (+/- 180 meters Scaled)
 AH0826
 AH0826                          SUPERSEDED SURVEY CONTROL
 AH0826
 AH0826  NGVD 29 (??/??/92)   12.342  (m)           40.49   (f) ADJ UNCH    2 0
 AH0826
 AH0826.Superseded values are not recommended for survey control.
 AH0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0826.See file dsdata.txt to determine how the superseded data were derived.
 AH0826
 AH0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR443634(NAD 83)
 AH0826_MARKER: DB = BENCH MARK DISK
 AH0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0826_SP_SET: CULVERT
 AH0826_STAMPING: D 633
 AH0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0826
 AH0826  HISTORY     - Date     Condition        Report By
 AH0826  HISTORY     - UNK      MONUMENTED       CGS
 AH0826  HISTORY     - 1970     GOOD             USGS
 AH0826  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0826  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0826  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0826
 AH0826                          STATION DESCRIPTION
 AH0826
 AH0826'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 AH0826'14.0 MI E FROM IN PETRONILA.
 AH0826'TO REACH BM FROM THE JUNCTION OF US HWY 77 AND FARM RD 665 AT
 AH0826'DRISCOLL, GO EAST ON FARM RD 665 A DISTANCE OF 13.3 MILES TO THE
 AH0826'JUNCTION OF FARM ROAD 43.  GO EAST ON FARM ROAD 43 FOR 2.1 MILES TO A
 AH0826'T ROAD SOUTH.  BM IS 24 FEET NORTH AND 42 FEET WEST OF CENTER OF T. BM
 AH0826'IS 1.8 FEET EAST AND ON THE TOP OF THE WEST END OF THE NORTH HEADWALL
 AH0826'OF A CULVERT.  ALSO IS 2.6 MILES WEST OF LONDON SCHOOL.
 AH0826
 AH0826                          STATION RECOVERY (1997)
 AH0826
 AH0826'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0826'MARK NOT FOUND.
 AH0826
 AH0826                          STATION RECOVERY (2001)
 AH0826
 AH0826'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0826'MARK NOT FOUND.
 AH0826
 AH0826                          STATION RECOVERY (2002)
 AH0826
 AH0826'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0550 ***********************************************************************
 AH0550  DESIGNATION -  D 634
 AH0550  PID         -  AH0550
 AH0550  STATE/COUNTY-  TX/KLEBERG
 AH0550  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH0550
 AH0550                         *CURRENT SURVEY CONTROL
 AH0550  ___________________________________________________________________
 AH0550* NAD 83(1986)-  27 26 56.     (N)    097 39 17.     (W)     SCALED    
 AH0550* NAVD 88     -        10.078  (meters)      33.06   (feet)  ADJUSTED  
 AH0550  ___________________________________________________________________
 AH0550  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AH0550  DYNAMIC HT  -          10.062 (meters)      33.01  (feet)  COMP
 AH0550  MODELED GRAV-     979,106.0   (mgal)                       NAVD 88
 AH0550
 AH0550  VERT ORDER  -  SECOND    CLASS 0
 AH0550
 AH0550.The horizontal coordinates were scaled from a topographic map and have
 AH0550.an estimated accuracy of +/- 6 seconds.
 AH0550
 AH0550.The orthometric height was determined by differential leveling
 AH0550.and adjusted by the National Geodetic Survey in June 1991..
 AH0550
 AH0550.The geoid height was determined by GEOID03.
 AH0550
 AH0550.The dynamic height is computed by dividing the NAVD 88
 AH0550.geopotential number by the normal gravity value computed on the
 AH0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0550.degrees latitude (g = 980.6199 gals.).
 AH0550
 AH0550.The modeled gravity was interpolated from observed gravity values.
 AH0550
 AH0550;                    North         East    Units  Estimated Accuracy
 AH0550;SPC TX S     - 5,197,740.      383,560.      MT  (+/- 180 meters Scaled)
 AH0550
 AH0550                          SUPERSEDED SURVEY CONTROL
 AH0550
 AH0550  NGVD 29 (??/??/92)   10.201  (m)           33.47   (f) ADJ UNCH    2 0
 AH0550
 AH0550.Superseded values are not recommended for survey control.
 AH0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0550.See file dsdata.txt to determine how the superseded data were derived.
 AH0550
 AH0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR329368(NAD 83)
 AH0550_MARKER: DB = BENCH MARK DISK
 AH0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0550_STAMPING: D 634 1942
 AH0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0550+STABILITY: SURFACE MOTION
 AH0550
 AH0550  HISTORY     - Date     Condition        Report By
 AH0550  HISTORY     - 1942     MONUMENTED       CGS
 AH0550  HISTORY     - 1949     GOOD             NGS
 AH0550
 AH0550                          STATION DESCRIPTION
 AH0550
 AH0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0550'15 MI SE FROM KINGSVILLE.
 AH0550'LOCATED ON THE KING RANCH, 15 MILES SE OF KINGSVILLE.  FROM THE
 AH0550'JUNCTION OF US HWY 77 AND ANGLE ROAD 0.4 MILE E OF COUNTY HOSPITAL IN
 AH0550'KINGSVILLE, GO 1.9 MILES DUE E TO T ROAD INTERSECTION, THEN WIND 1.6
 AH0550'MILES NE ALONG PAVED ROAD THAT PARALLELS NAVY FIELD FENCE TO LOCKED
 AH0550'GATE ENTERING KING RANCH AT THE SAN FERNANDO CREEK, CONTINUE 0.5 MILE
 AH0550'E TO ROAD FORK, TAKE RIGHT FORK AND GO 3.0 MILES SE ALONG GRADED ROAD
 AH0550'TO LEONCITAS WINDMILL, CONTINUE 4.0 MILES SE TO EL TELEPHONE RANCH,
 AH0550'PASS THROUGH GATE AND CONTINUE 3.2 MILES SE ALONG JABONCILLES RANCH
 AH0550'ROAD TO BENCH MARK.  242 FT. N OF ROAD C/L, 29 FT. S OF DIM TRAIL, AND
 AH0550'3 FT. W OF WITNESS POST.  STANDARD DISK STAMPED D 634 1942 SET IN TOP
 AH0550'OF 6 INCH SQUARE CONCRETE MONUMENT PROJECTING 0.5 FT. ABOVE THE
 AH0550'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0598 ***********************************************************************
 AH0598  DESIGNATION -  D 635 RESET 1947
 AH0598  PID         -  AH0598
 AH0598  STATE/COUNTY-  TX/KLEBERG
 AH0598  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0598
 AH0598                         *CURRENT SURVEY CONTROL
 AH0598  ___________________________________________________________________
 AH0598* NAD 83(1986)-  27 17 50.     (N)    097 44 50.     (W)     SCALED    
 AH0598* NAVD 88     -         6.75   (meters)      22.1    (feet)  RESET     
 AH0598  ___________________________________________________________________
 AH0598  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AH0598
 AH0598  VERT ORDER  -  THIRD
 AH0598
 AH0598.The horizontal coordinates were scaled from a topographic map and have
 AH0598.an estimated accuracy of +/- 6 seconds.
 AH0598
 AH0598.The orthometric height was computed from unverified reset data.
 AH0598
 AH0598.The geoid height was determined by GEOID03.
 AH0598
 AH0598;                    North         East    Units  Estimated Accuracy
 AH0598;SPC TX S     - 5,180,880.      374,510.      MT  (+/- 180 meters Scaled)
 AH0598
 AH0598                          SUPERSEDED SURVEY CONTROL
 AH0598
 AH0598  NGVD 29 (??/??/??)    6.90   (m)           22.6    (f) RESET       3  
 AH0598
 AH0598.Superseded values are not recommended for survey control.
 AH0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0598.See file dsdata.txt to determine how the superseded data were derived.
 AH0598
 AH0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR239199(NAD 83)
 AH0598_MARKER: DB = BENCH MARK DISK
 AH0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0598_STAMPING: D 635 RESET 1947
 AH0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0598+STABILITY: SURFACE MOTION
 AH0598
 AH0598  HISTORY     - Date     Condition        Report By
 AH0598  HISTORY     - 1947     MONUMENTED       LOCENG
 AH0598  HISTORY     - 1949     GOOD             NGS
 AH0598
 AH0598                          STATION DESCRIPTION
 AH0598
 AH0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0598'4.2 MI E FROM RIVIERA.
 AH0598'STATION IS 4.2 MILES EAST OF RIVIERA.  TO REACH, GO 4.2 MILES EAST
 AH0598'ALONG FARM ROAD 771 FROM JUNCTION WITH U. S. HIGHWAY 77 AT RIVIERA.
 AH0598'APPROX. 140 FEET SOUTH AND ACROSS THE ROAD FROM A LARGE FARM HOUSE. 50
 AH0598'FEET SOUTH OF CENTER LINE OF THE ROAD AND 4 FEET EAST OF A 4 X 4 INCH
 AH0598'WHITE WITNESS POST.  STANDARD DISK STAMPED D 635 RESET 1947 SET IN 6 X
 AH0598'6 INCH CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0883 ***********************************************************************
 AH0883  DESIGNATION -  D 636
 AH0883  PID         -  AH0883
 AH0883  STATE/COUNTY-  TX/KLEBERG
 AH0883  USGS QUAD   -  LAURELES RANCH (1975)
 AH0883
 AH0883                         *CURRENT SURVEY CONTROL
 AH0883  ___________________________________________________________________
 AH0883* NAD 83(1986)-  27 31 55.     (N)    097 32 55.     (W)     SCALED    
 AH0883* NAVD 88     -         6.965  (meters)      22.85   (feet)  ADJUSTED  
 AH0883  ___________________________________________________________________
 AH0883  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AH0883  DYNAMIC HT  -           6.955 (meters)      22.82  (feet)  COMP
 AH0883  MODELED GRAV-     979,113.9   (mgal)                       NAVD 88
 AH0883
 AH0883  VERT ORDER  -  SECOND    CLASS 0
 AH0883
 AH0883.The horizontal coordinates were scaled from a topographic map and have
 AH0883.an estimated accuracy of +/- 6 seconds.
 AH0883
 AH0883.The orthometric height was determined by differential leveling
 AH0883.and adjusted by the National Geodetic Survey in June 1991..
 AH0883
 AH0883.The geoid height was determined by GEOID03.
 AH0883
 AH0883.The dynamic height is computed by dividing the NAVD 88
 AH0883.geopotential number by the normal gravity value computed on the
 AH0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0883.degrees latitude (g = 980.6199 gals.).
 AH0883
 AH0883.The modeled gravity was interpolated from observed gravity values.
 AH0883
 AH0883;                    North         East    Units  Estimated Accuracy
 AH0883;SPC TX S     - 5,207,010.      393,980.      MT  (+/- 180 meters Scaled)
 AH0883
 AH0883                          SUPERSEDED SURVEY CONTROL
 AH0883
 AH0883  NGVD 29 (??/??/92)    7.103  (m)           23.30   (f) ADJ UNCH    2 0
 AH0883
 AH0883.Superseded values are not recommended for survey control.
 AH0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0883.See file dsdata.txt to determine how the superseded data were derived.
 AH0883
 AH0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR433461(NAD 83)
 AH0883_MARKER: DB = BENCH MARK DISK
 AH0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0883_SP_SET: CULVERT
 AH0883_STAMPING: D 636 1942
 AH0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0883
 AH0883  HISTORY     - Date     Condition        Report By
 AH0883  HISTORY     - 1942     MONUMENTED       CGS
 AH0883  HISTORY     - 1951     GOOD             NGS
 AH0883
 AH0883                          STATION DESCRIPTION
 AH0883
 AH0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0883'20.0 MI E FROM KINGSVILLE.
 AH0883'2.3 MILES WEST ALONG A PAVED ROAD LEADING TO KINGSVILLE FROM THE
 AH0883'LAURELES DIVISION HEADQUARTERS OF THE KING RANCH, KLEBERG COUNTY, 20.0
 AH0883'MILES EAST OF KINGSVILLE, ON THE KING RANCH, AT THE JUNCTION OF THE
 AH0883'ROAD LEADING SOUTH TO OUTLYING FIELD 13 (ABANDONED), 18 FEET NORTH OF
 AH0883'THE CENTER LINE OF THE MAIN ROAD, 18 FEET EAST OF A PROLONGATION OF
 AH0883'THE CENTER LINE OF THE SIDE ROAD, AT A CONCRETE PIPE CULVERT, AND IN
 AH0883'THE WEST END OF THE NORTH HEAD WALL.  A STANDARD DISK, STAMPED D 636
 AH0883'1942.
 AH0883
 AH0883                          STATION RECOVERY (1951)
 AH0883
 AH0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0614 ***********************************************************************
 AH0614  DESIGNATION -  D 637
 AH0614  PID         -  AH0614
 AH0614  STATE/COUNTY-  TX/KENEDY
 AH0614  USGS QUAD   -  LA PARRA RANCH (1975)
 AH0614
 AH0614                         *CURRENT SURVEY CONTROL
 AH0614  ___________________________________________________________________
 AH0614* NAD 83(1986)-  27 12 41.     (N)    097 40 28.     (W)     SCALED    
 AH0614* NAVD 88     -         8.923  (meters)      29.27   (feet)  ADJUSTED  
 AH0614  ___________________________________________________________________
 AH0614  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AH0614  DYNAMIC HT  -           8.909 (meters)      29.23  (feet)  COMP
 AH0614  MODELED GRAV-     979,098.3   (mgal)                       NAVD 88
 AH0614
 AH0614  VERT ORDER  -  SECOND    CLASS 0
 AH0614
 AH0614.The horizontal coordinates were scaled from a topographic map and have
 AH0614.an estimated accuracy of +/- 6 seconds.
 AH0614
 AH0614.The orthometric height was determined by differential leveling
 AH0614.and adjusted by the National Geodetic Survey in June 1991..
 AH0614
 AH0614.The geoid height was determined by GEOID03.
 AH0614
 AH0614.The dynamic height is computed by dividing the NAVD 88
 AH0614.geopotential number by the normal gravity value computed on the
 AH0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0614.degrees latitude (g = 980.6199 gals.).
 AH0614
 AH0614.The modeled gravity was interpolated from observed gravity values.
 AH0614
 AH0614;                    North         East    Units  Estimated Accuracy
 AH0614;SPC TX S     - 5,171,410.      381,780.      MT  (+/- 180 meters Scaled)
 AH0614
 AH0614                          SUPERSEDED SURVEY CONTROL
 AH0614
 AH0614  NGVD 29 (??/??/92)    9.009  (m)           29.56   (f) ADJ UNCH    2 0
 AH0614
 AH0614.Superseded values are not recommended for survey control.
 AH0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0614.See file dsdata.txt to determine how the superseded data were derived.
 AH0614
 AH0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR312105(NAD 83)
 AH0614_MARKER: DB = BENCH MARK DISK
 AH0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0614_STAMPING: D 637 1942
 AH0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0614+STABILITY: SURFACE MOTION
 AH0614
 AH0614  HISTORY     - Date     Condition        Report By
 AH0614  HISTORY     - 1942     MONUMENTED       CGS
 AH0614  HISTORY     - 1949     GOOD             NGS
 AH0614
 AH0614                          STATION DESCRIPTION
 AH0614
 AH0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0614'7.5 MI E FROM SARITA.
 AH0614'LOCATED ON KENEDY RANCH, 7.5 MILES E OF SARITA.  TO REACH FROM THE
 AH0614'POST OFFICE IN SARITA, PROCEED E ALONG DIRT ROAD THROUGH LOCKED GATE
 AH0614'FOR 5.8 MILES TO A Y, TAKE LEFT FORK AND PROCEED 0.8 MILE NE TO
 AH0614'ANOTHER Y, TAKE RIGHT FORK AND PROCEED 0.35 MILE E TO A ROAD
 AH0614'INTERSECTION, TURN RIGHT AND FOLLOW ROAD SE FOR 1.05 MILE TO THIRD
 AH0614'GATE AND BENCH MARK SITE.  MARK IS 55 FT. E OF CENTER OF GATE, 30 FT.
 AH0614'N OF CENTERLINE OF ROAD, 3 FT. W OF A WITNESS POST, AND 1 FT. S OF THE
 AH0614'FENCE.  A STANDARD DISK STAMPED D 637 1942 IN TOP OF A 6X6 INCH
 AH0614'CONCRETE MONUMENT PROJECTING 0.5 FT.  NOTE-- KEYS FOR GATES CAN BE
 AH0614'OBTAINED IN SARITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1009 ***********************************************************************
 AB1009  DESIGNATION -  D 638
 AB1009  PID         -  AB1009
 AB1009  STATE/COUNTY-  TX/KENEDY
 AB1009  USGS QUAD   -  SAN PEDRO RANCH (1975)
 AB1009
 AB1009                         *CURRENT SURVEY CONTROL
 AB1009  ___________________________________________________________________
 AB1009* NAD 83(1986)-  26 56 49.     (N)    097 42 27.     (W)     SCALED    
 AB1009* NAVD 88     -         6.226  (meters)      20.43   (feet)  ADJUSTED  
 AB1009  ___________________________________________________________________
 AB1009  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AB1009  DYNAMIC HT  -           6.216 (meters)      20.39  (feet)  COMP
 AB1009  MODELED GRAV-     979,082.8   (mgal)                       NAVD 88
 AB1009
 AB1009  VERT ORDER  -  SECOND    CLASS 0
 AB1009
 AB1009.The horizontal coordinates were scaled from a topographic map and have
 AB1009.an estimated accuracy of +/- 6 seconds.
 AB1009
 AB1009.The orthometric height was determined by differential leveling
 AB1009.and adjusted by the National Geodetic Survey in June 1991..
 AB1009
 AB1009.The geoid height was determined by GEOID03.
 AB1009
 AB1009.The dynamic height is computed by dividing the NAVD 88
 AB1009.geopotential number by the normal gravity value computed on the
 AB1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1009.degrees latitude (g = 980.6199 gals.).
 AB1009
 AB1009.The modeled gravity was interpolated from observed gravity values.
 AB1009
 AB1009;                    North         East    Units  Estimated Accuracy
 AB1009;SPC TX S     - 5,142,090.      378,690.      MT  (+/- 180 meters Scaled)
 AB1009
 AB1009                          SUPERSEDED SURVEY CONTROL
 AB1009
 AB1009  NGVD 29 (??/??/92)    6.28   (m)           20.6    (f) COMPUTED    2 0
 AB1009
 AB1009.Superseded values are not recommended for survey control.
 AB1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1009.See file dsdata.txt to determine how the superseded data were derived.
 AB1009
 AB1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ283812(NAD 83)
 AB1009_MARKER: DB = BENCH MARK DISK
 AB1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1009_STAMPING: D-638 1942
 AB1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1009+STABILITY: SURFACE MOTION
 AB1009
 AB1009  HISTORY     - Date     Condition        Report By
 AB1009  HISTORY     - 1942     MONUMENTED       CGS
 AB1009
 AB1009                          STATION DESCRIPTION
 AB1009
 AB1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1009'7.0 MI SE FROM TURCOTTE.
 AB1009'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT TURCOTTE--
 AB1009'PROCEED 0.2 MILES ON SOUTHERLY STATE HIGHWAY NO. 96 TO GRADED
 AB1009'CROSSROAD.  TURN EAST INTO GRADED ROAD AND GO 6.8 MILES TO A GATE AND
 AB1009'TO SITE OF BENCH MARK.  BENCH MARK IS AT A FENCE CORNER 30.0 FEET WEST
 AB1009'OF THE CENTER OF THE GATE.  27.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 AB1009'ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF THE CORNER
 AB1009'FENCE POST.  3.0 FEET SOUTHEAST OF A 4X4 INCH WOODEN MARKER POST AND
 AB1009'1.0 FOOT EAST OF THE FENCE.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2734 ***********************************************************************
 AW2734  DESIGNATION -  D 639
 AW2734  PID         -  AW2734
 AW2734  STATE/COUNTY-  TX/GALVESTON
 AW2734  USGS QUAD   -  TEXAS CITY (1994)
 AW2734
 AW2734                         *CURRENT SURVEY CONTROL
 AW2734  ___________________________________________________________________
 AW2734* NAD 83(1986)-  29 23 54.     (N)    094 59 17.     (W)     SCALED    
 AW2734* NAVD 88     -         4.96   (+/-2cm)      16.3    (feet)  VERTCON   
 AW2734  ___________________________________________________________________
 AW2734  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW2734
 AW2734  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2734
 AW2734.The horizontal coordinates were scaled from a topographic map and have
 AW2734.an estimated accuracy of +/- 6 seconds.
 AW2734
 AW2734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2734.The vertical order pertains to the NGVD 29 superseded value.
 AW2734
 AW2734.The geoid height was determined by GEOID03.
 AW2734
 AW2734;                    North         East    Units  Estimated Accuracy
 AW2734;SPC TXSC     - 4,180,120.      989,280.      MT  (+/- 180 meters Scaled)
 AW2734
 AW2734                          SUPERSEDED SURVEY CONTROL
 AW2734
 AW2734  NGVD 29 (??/??/92)    4.957  (m)           16.26   (f) ADJ UNCH    1 2
 AW2734
 AW2734.Superseded values are not recommended for survey control.
 AW2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2734.See file dsdata.txt to determine how the superseded data were derived.
 AW2734
 AW2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN070537(NAD 83)
 AW2734_MARKER: DB = BENCH MARK DISK
 AW2734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2734_SP_SET: CULVERT
 AW2734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2734
 AW2734  HISTORY     - Date     Condition        Report By
 AW2734  HISTORY     - UNK      MONUMENTED       CGS
 AW2734  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2734  HISTORY     - 1987     GOOD             USPSQD
 AW2734  HISTORY     - 1987     GOOD             USPSQD
 AW2734  HISTORY     - 19910525 GOOD             USPSQD
 AW2734  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AW2734  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW2734
 AW2734                          STATION DESCRIPTION
 AW2734
 AW2734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2734'1.85 MI NW FROM LA MARQUE.
 AW2734'1.85 MILES NORTHWEST ALONG STATE HIGHWAY 3, FROM THE GALVESTON,
 AW2734'HOUSTON AND HENDERSON RAILROAD STATION AT LAMARQUE, ABOUT 0.25 MILE
 AW2734'NORTHWEST OF THE INTERSECTION WITH FARM ROAD 1964, AT A DOUBLE CHANNEL
 AW2734'CONCRETE UNDER THE HIGHWAY, IN THE TOP OF THE NORTH WING WALL OF THE
 AW2734'NORTHEAST HEAD WALL OF THE CULVERT, 17 FEET NORTHEAST OF THE CENTER
 AW2734'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THE
 AW2734'ROAD HAS BEEN WIDENED AT THE POINT DESCRIBED AND THE MARK IS BELIEVED
 AW2734'DESTROYED.
 AW2734
 AW2734                          STATION RECOVERY (1987)
 AW2734
 AW2734'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW2734'RECOVERED IN GOOD CONDITION.
 AW2734
 AW2734                          STATION RECOVERY (1987)
 AW2734
 AW2734'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 AW2734'RECOVERED IN GOOD CONDITION.
 AW2734
 AW2734                          STATION RECOVERY (1991)
 AW2734
 AW2734'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW2734'RECOVERED IN GOOD CONDITION.
 AW2734
 AW2734                          STATION RECOVERY (2004)
 AW2734
 AW2734'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2734'MARK NOT FOUND.
 AW2734
 AW2734                          STATION RECOVERY (2005)
 AW2734
 AW2734'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1060 ***********************************************************************
 AW1060  DESIGNATION -  D 639 RESET
 AW1060  PID         -  AW1060
 AW1060  STATE/COUNTY-  TX/GALVESTON
 AW1060  USGS QUAD   -  TEXAS CITY (1994)
 AW1060
 AW1060                         *CURRENT SURVEY CONTROL
 AW1060  ___________________________________________________________________
 AW1060* NAD 83(1986)-  29 23 55.     (N)    094 59 17.     (W)     SCALED    
 AW1060* NAVD 88     -         3.648  (meters)      11.97   (feet)  ADJUSTED  
 AW1060  ___________________________________________________________________
 AW1060  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW1060  DYNAMIC HT  -           3.643 (meters)      11.95  (feet)  COMP
 AW1060  MODELED GRAV-     979,267.2   (mgal)                       NAVD 88
 AW1060  OBS GRAVITY -     979,265.8   (mgal)                       GRAV_OBS
 AW1060
 AW1060  VERT ORDER  -  FIRST     CLASS II
 AW1060
 AW1060.The horizontal coordinates were scaled from a topographic map and have
 AW1060.an estimated accuracy of +/- 6 seconds.
 AW1060
 AW1060.The orthometric height was determined by differential leveling
 AW1060.and adjusted by the National Geodetic Survey in March 1997..
 AW1060
 AW1060.The geoid height was determined by GEOID03.
 AW1060
 AW1060.The dynamic height is computed by dividing the NAVD 88
 AW1060.geopotential number by the normal gravity value computed on the
 AW1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1060.degrees latitude (g = 980.6199 gals.).
 AW1060
 AW1060.The modeled gravity was interpolated from observed gravity values.
 AW1060.The observed gravity was obtained from relative gravimeter ties
 AW1060.to the IGSN71 gravity network.
 AW1060
 AW1060;                    North         East    Units  Estimated Accuracy
 AW1060;SPC TXSC     - 4,180,150.      989,280.      MT  (+/- 180 meters Scaled)
 AW1060
 AW1060                          SUPERSEDED SURVEY CONTROL
 AW1060
 AW1060  NAVD 88 (06/15/91)    3.741  (m)           12.27   (f) UNKNOWN     1 1
 AW1060  NGVD 29 (12/23/87)    3.738  (m)           12.26   (f) ADJUSTED    1 1
 AW1060
 AW1060.Superseded values are not recommended for survey control.
 AW1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1060.See file dsdata.txt to determine how the superseded data were derived.
 AW1060
 AW1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN070537(NAD 83)
 AW1060_MARKER: DB = BENCH MARK DISK
 AW1060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1060_SP_SET: CULVERT HEADWALL
 AW1060_STAMPING: D 639 RESET 1969
 AW1060_MARK LOGO: CGS   
 AW1060_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1060+STABILITY: SURFACE MOTION
 AW1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1060+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW1060
 AW1060  HISTORY     - Date     Condition        Report By
 AW1060  HISTORY     - 1969     MONUMENTED       CGS
 AW1060  HISTORY     - 1973     GOOD             NGS
 AW1060  HISTORY     - 1976     GOOD             NGS
 AW1060  HISTORY     - 1976     GOOD             NGS
 AW1060  HISTORY     - 1978     GOOD             NGS
 AW1060  HISTORY     - 1983     GOOD             NGS
 AW1060  HISTORY     - 1987     GOOD             USPSQD
 AW1060  HISTORY     - 1987     GOOD             USPSQD
 AW1060  HISTORY     - 1987     GOOD             USPSQD
 AW1060  HISTORY     - 1987     GOOD             USPSQD
 AW1060  HISTORY     - 1987     GOOD             NGS
 AW1060  HISTORY     - 1988     GOOD             USPSQD
 AW1060  HISTORY     - 1988     GOOD             USPSQD
 AW1060  HISTORY     - 1988     GOOD             USPSQD
 AW1060  HISTORY     - 1988     GOOD             USPSQD
 AW1060  HISTORY     - 1988     GOOD             USPSQD
 AW1060  HISTORY     - 1988     GOOD             USPSQD
 AW1060  HISTORY     - 1988     GOOD             USPSQD
 AW1060  HISTORY     - 1988     GOOD             USPSQD
 AW1060  HISTORY     - 1989     GOOD             USPSQD
 AW1060  HISTORY     - 1990     GOOD             USPSQD
 AW1060  HISTORY     - 1991     GOOD             USPSQD
 AW1060  HISTORY     - 19940326 GOOD             USPSQD
 AW1060  HISTORY     - 19961203 GOOD             NGS
 AW1060  HISTORY     - 20040207 GOOD             USPSQD
 AW1060  HISTORY     - 20050607 GOOD             USPSQD
 AW1060
 AW1060                          STATION DESCRIPTION
 AW1060
 AW1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1060'1.7 MI NW FROM LA MARQUE.
 AW1060'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF FARM
 AW1060'ROAD 1765 AT LA MARQUE, ABOUT 0.25 MILE NORTHWEST OF THE JUNCTION OF
 AW1060'FARM ROAD 1764, SET IN THE TOP AND CENTER OF THE SOUTHWEST HEADWALL OF
 AW1060'A 5 CHANNEL CULVERT UNDER THE HIGHWAY, 85.7 FEET SOUTHWEST OF THE
 AW1060'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROAD.
 AW1060
 AW1060                          STATION RECOVERY (1976)
 AW1060
 AW1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1976)
 AW1060
 AW1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1978)
 AW1060
 AW1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1983)
 AW1060
 AW1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1987)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1987)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1987)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1987)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1987)
 AW1060
 AW1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1988)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1988)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1988)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1988)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1988)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1988)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1988)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1988)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1989)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1990)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1991)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1994)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1060'RECOVERED IN GOOD CONDITION.
 AW1060
 AW1060                          STATION RECOVERY (1996)
 AW1060
 AW1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1060'0.3 KM (0.20 MI) NORTHWESTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW1060'OF STATE HIGHWAY 1764 IN LA MARQUE, NEAR THE CENTER OF THE WEST
 AW1060'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 20.2 M (66.3 FT)
 AW1060'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 11.7 M
 AW1060'(38.4 FT) WEST OF THE CENTER OF AN EXIT RAMP, 10.7 M (35.1 FT) NORTH
 AW1060'OF THE SOUTH END OF A RETAINING WALL, AND 0.6 M (2.0 FT) BELOW THE
 AW1060'LEVEL OF THE HIGHWAY.
 AW1060
 AW1060                          STATION RECOVERY (2004)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1060'GO TO  N 29 23.880  W 094 59.290
 AW1060
 AW1060                          STATION RECOVERY (2005)
 AW1060
 AW1060'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1060'MARK FOUND AT N29 23 52.8  W094 59 17.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1119 ***********************************************************************
 AW1119  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1119  DESIGNATION -  D 640 RESET
 AW1119  PID         -  AW1119
 AW1119  STATE/COUNTY-  TX/HARRIS
 AW1119  USGS QUAD   -  PARK PLACE (1995)
 AW1119
 AW1119                         *CURRENT SURVEY CONTROL
 AW1119  ___________________________________________________________________
 AW1119* NAD 83(1993)-  29 41 45.92156(N)    095 15 55.72414(W)     ADJUSTED  
 AW1119* NAVD 88     -         7.94   (meters)      26.0    (feet)  GPS OBS   
 AW1119  ___________________________________________________________________
 AW1119  X           -    -508,868.814 (meters)                     COMP
 AW1119  Y           -  -5,521,607.709 (meters)                     COMP
 AW1119  Z           -   3,141,144.592 (meters)                     COMP
 AW1119  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW1119  ELLIP HEIGHT-         -19.26  (meters)          (12/03/01) GPS OBS
 AW1119  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1119  DYNAMIC HT  -           7.93  (meters)      26.0   (feet)  COMP
 AW1119  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AW1119  OBS GRAVITY -     979,285.0   (mgal)                       GRAV_OBS
 AW1119
 AW1119  HORZ ORDER  -  FIRST
 AW1119  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1119  ELLP ORDER  -  FOURTH    CLASS II
 AW1119
 AW1119.The horizontal coordinates were established by GPS observations
 AW1119.and adjusted by the National Geodetic Survey in December 2001..
 AW1119
 AW1119.The orthometric height was determined by GPS observations and a
 AW1119.high-resolution geoid model using precise GPS observation and
 AW1119.processing techniques. It supersedes the leveled height previously
 AW1119.determined for this station.
 AW1119.The vertical order pertains to the first NAVD 88 superseded value.
 AW1119
 AW1119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1119
 AW1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1119
 AW1119.The ellipsoidal height was determined by GPS observations
 AW1119.and is referenced to NAD 83.
 AW1119
 AW1119.The geoid height was determined by GEOID03.
 AW1119
 AW1119.The dynamic height is computed by dividing the NAVD 88
 AW1119.geopotential number by the normal gravity value computed on the
 AW1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1119.degrees latitude (g = 980.6199 gals.).
 AW1119
 AW1119.The modeled gravity was interpolated from observed gravity values.
 AW1119.The observed gravity was obtained from relative gravimeter ties
 AW1119.to the IGSN71 gravity network.
 AW1119
 AW1119;                    North         East     Units Scale Factor Converg.
 AW1119;SPC TXSC     - 4,212,213.157   961,319.216   MT  0.99988304   +1 49 46.5
 AW1119;SPC TXSC     -13,819,569.33  3,153,928.13   sFT  0.99988304   +1 49 46.5
 AW1119;UTM  15      - 3,287,257.855   280,807.812   MT  1.00019284   -1 07 22.0
 AW1119
 AW1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1119!SPC TXSC     -   1.00000302  x   0.99988304  =   0.99988606
 AW1119!UTM  15      -   1.00000302  x   1.00019284  =   1.00019587
 AW1119
 AW1119                          SUPERSEDED SURVEY CONTROL
 AW1119
 AW1119  ELLIP H (10/25/00)  -19.26   (m)                       GP(       ) 4 1
 AW1119  NAD 83(1993)-  29 41 45.92245(N)    095 15 55.72400(W) AD(       ) 1
 AW1119  ELLIP H (10/17/96)  -19.13   (m)                       GP(       ) 3 1
 AW1119  NAVD 88 (06/15/91)    7.932  (m)           26.02   (f) ADJUSTED    1 1
 AW1119  NGVD 29 (12/23/87)    7.929  (m)           26.01   (f) ADJUSTED    1 1
 AW1119
 AW1119.Superseded values are not recommended for survey control.
 AW1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1119.See file dsdata.txt to determine how the superseded data were derived.
 AW1119
 AW1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8080887258(NAD 83)
 AW1119_MARKER: DB = BENCH MARK DISK
 AW1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1119_SP_SET: GUARDRAIL
 AW1119_STAMPING: D 640 RESET 1969
 AW1119_MARK LOGO: CGS   
 AW1119_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1119+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1119
 AW1119  HISTORY     - Date     Condition        Report By
 AW1119  HISTORY     - 1969     MONUMENTED       CGS
 AW1119  HISTORY     - 1973     GOOD             NGS
 AW1119  HISTORY     - 1976     GOOD             NGS
 AW1119  HISTORY     - 1976     GOOD             NGS
 AW1119  HISTORY     - 1978     GOOD             NGS
 AW1119  HISTORY     - 1983     GOOD             NGS
 AW1119  HISTORY     - 1987     GOOD             USPSQD
 AW1119  HISTORY     - 1987     GOOD             USPSQD
 AW1119  HISTORY     - 1987     GOOD             USPSQD
 AW1119  HISTORY     - 1987     GOOD             USPSQD
 AW1119  HISTORY     - 1987     GOOD             USPSQD
 AW1119  HISTORY     - 1987     GOOD             USPSQD
 AW1119  HISTORY     - 1987     GOOD             USPSQD
 AW1119  HISTORY     - 1987     GOOD             NGS
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1988     GOOD             USPSQD
 AW1119  HISTORY     - 1989     GOOD             USPSQD
 AW1119  HISTORY     - 1989     GOOD             USPSQD
 AW1119  HISTORY     - 1989     GOOD             USPSQD
 AW1119  HISTORY     - 1989     GOOD             USPSQD
 AW1119  HISTORY     - 1990     GOOD             USPSQD
 AW1119  HISTORY     - 19950210 GOOD             HGCSD
 AW1119  HISTORY     - 19950624 GOOD             USPSQD
 AW1119  HISTORY     - 20031013 GOOD             USPSQD
 AW1119  HISTORY     - 20041125 GOOD             USPSQD
 AW1119  HISTORY     - 20060520 GOOD             USPSQD
 AW1119
 AW1119                          STATION DESCRIPTION
 AW1119
 AW1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1119'2.85 MI NW FROM SOUTH HOUSTON.
 AW1119'2.85 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1119'RAILROAD FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, 0.1
 AW1119'MILE NORTHWEST OF THE CROSSING OF PARK PLACE BOULEVARD, DIRECTLY
 AW1119'OPPOSITE RAILROAD BRIDGE 7.7 OVER PINE GULLEY, IN THE TOP OF THE
 AW1119'NORTHEAST CONCRETE GUARDRAIL OF A BRIDGE UNDER THE BOULEVARD, 100.0
 AW1119'FEET NORTHEAST AND ACROSS GALVESTON ROAD FROM THE NORTHEAST RAIL, 12.0
 AW1119'FEET SOUTHEAST OF THE NORTHWEST END OF THE GUARDRAIL, 1.0 FOOT
 AW1119'NORTHWEST OF THE NORTHWEST END OF THE STEEL PART OF THE GUARDRAIL,
 AW1119'ABOUT 3 FEET HIGHER THAN THE ROAD, AND LEVEL WITH THE RAILROAD.
 AW1119
 AW1119                          STATION RECOVERY (1976)
 AW1119
 AW1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1976)
 AW1119
 AW1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1978)
 AW1119
 AW1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1983)
 AW1119
 AW1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1987)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1987)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1987)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1987)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1987)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1987)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1987)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1987 (WDM)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1987)
 AW1119
 AW1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1988)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1989)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1989)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1989)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1989)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1990)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (1995)
 AW1119
 AW1119'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1119'RECOVERED AS DESCRIBED.
 AW1119
 AW1119                          STATION RECOVERY (1995)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (2003)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1119'RECOVERED IN GOOD CONDITION.
 AW1119
 AW1119                          STATION RECOVERY (2004)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1119'ORANGE PAINT AROUND THE MARK TO SHOW WHERE IT IS LOCATED.
 AW1119
 AW1119                          STATION RECOVERY (2006)
 AW1119
 AW1119'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1119'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0202 ***********************************************************************
 AE0202  DESIGNATION -  D 641
 AE0202  PID         -  AE0202
 AE0202  STATE/COUNTY-  TX/HIDALGO
 AE0202  USGS QUAD   -  LINN (1982)
 AE0202
 AE0202                         *CURRENT SURVEY CONTROL
 AE0202  ___________________________________________________________________
 AE0202* NAD 83(1986)-  26 34 19.     (N)    098 07 11.     (W)     SCALED    
 AE0202* NAVD 88     -        19.189  (meters)      62.96   (feet)  ADJUSTED  
 AE0202  ___________________________________________________________________
 AE0202  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AE0202  DYNAMIC HT  -          19.158 (meters)      62.85  (feet)  COMP
 AE0202  MODELED GRAV-     979,039.1   (mgal)                       NAVD 88
 AE0202
 AE0202  VERT ORDER  -  SECOND    CLASS 0
 AE0202
 AE0202.The horizontal coordinates were scaled from a topographic map and have
 AE0202.an estimated accuracy of +/- 6 seconds.
 AE0202
 AE0202.The orthometric height was determined by differential leveling
 AE0202.and adjusted by the National Geodetic Survey in June 1991..
 AE0202
 AE0202.The geoid height was determined by GEOID03.
 AE0202
 AE0202.The dynamic height is computed by dividing the NAVD 88
 AE0202.geopotential number by the normal gravity value computed on the
 AE0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0202.degrees latitude (g = 980.6199 gals.).
 AE0202
 AE0202.The modeled gravity was interpolated from observed gravity values.
 AE0202
 AE0202;                    North         East    Units  Estimated Accuracy
 AE0202;SPC TX S     - 5,100,360.      337,880.      MT  (+/- 180 meters Scaled)
 AE0202
 AE0202                          SUPERSEDED SURVEY CONTROL
 AE0202
 AE0202  NGVD 29 (??/??/92)   19.301  (m)           63.32   (f) ADJ UNCH    2 0
 AE0202
 AE0202.Superseded values are not recommended for survey control.
 AE0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0202.See file dsdata.txt to determine how the superseded data were derived.
 AE0202
 AE0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ876393(NAD 83)
 AE0202_MARKER: DB = BENCH MARK DISK
 AE0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0202_SP_SET: DRILL HOLE
 AE0202_STAMPING: D 641 1942
 AE0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0202
 AE0202  HISTORY     - Date     Condition        Report By
 AE0202  HISTORY     - 1942     MONUMENTED       CGS
 AE0202
 AE0202                          STATION DESCRIPTION
 AE0202
 AE0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0202'2.1 MI NE FROM LINN.
 AE0202'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT LINN-- PROCEED
 AE0202'1.1 MILES EAST ALONG TRACK ROAD TO INTERSECTION OF STATE HIGHWAY NO.
 AE0202'281.  THENCE, GO 1.0 MILE NORTHERLY ALONG STATE HIGHWAY NO. 281 TO THE
 AE0202'SITE OF THE BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF
 AE0202'THE WEST HEADWALL OF A 3X3-FOOT CONCRETE CULVERT UNDER THE HIGHWAY. IT
 AE0202'IS 26.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AE0202'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0147 ***********************************************************************
 AE0147  DESIGNATION -  D 642
 AE0147  PID         -  AE0147
 AE0147  STATE/COUNTY-  TX/HIDALGO
 AE0147  USGS QUAD   -  LINN NW (1982)
 AE0147
 AE0147                         *CURRENT SURVEY CONTROL
 AE0147  ___________________________________________________________________
 AE0147* NAD 83(1986)-  26 42 03.     (N)    098 12 38.     (W)     SCALED    
 AE0147* NAVD 88     -        35.995  (meters)     118.09   (feet)  ADJUSTED  
 AE0147  ___________________________________________________________________
 AE0147  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AE0147  DYNAMIC HT  -          35.937 (meters)     117.90  (feet)  COMP
 AE0147  MODELED GRAV-     979,037.5   (mgal)                       NAVD 88
 AE0147
 AE0147  VERT ORDER  -  SECOND    CLASS 0
 AE0147
 AE0147.The horizontal coordinates were scaled from a topographic map and have
 AE0147.an estimated accuracy of +/- 6 seconds.
 AE0147
 AE0147.The orthometric height was determined by differential leveling
 AE0147.and adjusted by the National Geodetic Survey in June 1991..
 AE0147
 AE0147.The geoid height was determined by GEOID03.
 AE0147
 AE0147.The dynamic height is computed by dividing the NAVD 88
 AE0147.geopotential number by the normal gravity value computed on the
 AE0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0147.degrees latitude (g = 980.6199 gals.).
 AE0147
 AE0147.The modeled gravity was interpolated from observed gravity values.
 AE0147
 AE0147;                    North         East    Units  Estimated Accuracy
 AE0147;SPC TX S     - 5,114,610.      328,800.      MT  (+/- 180 meters Scaled)
 AE0147
 AE0147                          SUPERSEDED SURVEY CONTROL
 AE0147
 AE0147  NGVD 29 (??/??/92)   36.099  (m)          118.43   (f) ADJ UNCH    2 0
 AE0147
 AE0147.Superseded values are not recommended for survey control.
 AE0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0147.See file dsdata.txt to determine how the superseded data were derived.
 AE0147
 AE0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ785535(NAD 83)
 AE0147_MARKER: DB = BENCH MARK DISK
 AE0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0147_STAMPING: D 642 1942
 AE0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0147+STABILITY: SURFACE MOTION
 AE0147
 AE0147  HISTORY     - Date     Condition        Report By
 AE0147  HISTORY     - 1942     MONUMENTED       CGS
 AE0147
 AE0147                          STATION DESCRIPTION
 AE0147
 AE0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0147'4.1 MI W FROM DIX.
 AE0147'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT DIX-- PROCEED
 AE0147'4.1 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AE0147'BENCH MARK IS ABOUT 48.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AE0147'THE CENTERLINE OF THE ROAD, 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AE0147'POST AND 1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0706 ***********************************************************************
 AE0706  DESIGNATION -  D 644
 AE0706  PID         -  AE0706
 AE0706  STATE/COUNTY-  TX/STARR
 AE0706  USGS QUAD   -  CAMP GARCIA (1980)
 AE0706
 AE0706                         *CURRENT SURVEY CONTROL
 AE0706  ___________________________________________________________________
 AE0706* NAD 83(1986)-  26 26 28.     (N)    098 33 09.     (W)     SCALED    
 AE0706* NAVD 88     -       111.545  (meters)     365.96   (feet)  ADJUSTED  
 AE0706  ___________________________________________________________________
 AE0706  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE0706  DYNAMIC HT  -         111.361 (meters)     365.36  (feet)  COMP
 AE0706  MODELED GRAV-     978,996.2   (mgal)                       NAVD 88
 AE0706
 AE0706  VERT ORDER  -  SECOND    CLASS 0
 AE0706
 AE0706.The horizontal coordinates were scaled from a topographic map and have
 AE0706.an estimated accuracy of +/- 6 seconds.
 AE0706
 AE0706.The orthometric height was determined by differential leveling
 AE0706.and adjusted by the National Geodetic Survey in June 1991..
 AE0706
 AE0706.The geoid height was determined by GEOID03.
 AE0706
 AE0706.The dynamic height is computed by dividing the NAVD 88
 AE0706.geopotential number by the normal gravity value computed on the
 AE0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0706.degrees latitude (g = 980.6199 gals.).
 AE0706
 AE0706.The modeled gravity was interpolated from observed gravity values.
 AE0706
 AE0706;                    North         East    Units  Estimated Accuracy
 AE0706;SPC TX S     - 5,085,800.      294,760.      MT  (+/- 180 meters Scaled)
 AE0706
 AE0706                          SUPERSEDED SURVEY CONTROL
 AE0706
 AE0706  NGVD 29 (??/??/92)  111.617  (m)          366.20   (f) ADJ UNCH    2 0
 AE0706
 AE0706.Superseded values are not recommended for survey control.
 AE0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0706.See file dsdata.txt to determine how the superseded data were derived.
 AE0706
 AE0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ446246(NAD 83)
 AE0706_MARKER: DB = BENCH MARK DISK
 AE0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0706_STAMPING: D 644 1942
 AE0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0706+STABILITY: SURFACE MOTION
 AE0706
 AE0706  HISTORY     - Date     Condition        Report By
 AE0706  HISTORY     - 1942     MONUMENTED       CGS
 AE0706
 AE0706                          STATION DESCRIPTION
 AE0706
 AE0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0706'12.2 MI N FROM SULLIVAN CITY.
 AE0706'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.3 MILES
 AE0706'WESTERLY ALONG U.S. HIGHWAY NO. 83 TO INTERSECTION OF ROAD LEADING
 AE0706'NORTH.  THENCE, GO 10.9 MILES NORTHERLY ALONG DIRT ROAD TO THE SITE OF
 AE0706'THE BENCH MARK.  BENCH MARK IS 55.0 FEET EAST OF AND ABOUT THE SAME
 AE0706'ELEVATION AS THE CENTERLINE OF CATTLE GUARD ACROSS THE ROAD, 18.0 FEET
 AE0706'SOUTH OF A FENCE CORNER, 2.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AE0706'POST AND 1.0 FOOT WEST OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0011 ***********************************************************************
 AE0011  DESIGNATION -  D 645
 AE0011  PID         -  AE0011
 AE0011  STATE/COUNTY-  TX/HIDALGO
 AE0011  USGS QUAD   -  BENTSEN RANCH (1972)
 AE0011
 AE0011                         *CURRENT SURVEY CONTROL
 AE0011  ___________________________________________________________________
 AE0011* NAD 83(1986)-  26 32 11.     (N)    098 22 51.     (W)     SCALED    
 AE0011* NAVD 88     -        94.918  (meters)     311.41   (feet)  ADJUSTED  
 AE0011  ___________________________________________________________________
 AE0011  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AE0011  DYNAMIC HT  -          94.763 (meters)     310.90  (feet)  COMP
 AE0011  MODELED GRAV-     979,014.3   (mgal)                       NAVD 88
 AE0011
 AE0011  VERT ORDER  -  SECOND    CLASS 0
 AE0011
 AE0011.The horizontal coordinates were scaled from a topographic map and have
 AE0011.an estimated accuracy of +/- 6 seconds.
 AE0011
 AE0011.The orthometric height was determined by differential leveling
 AE0011.and adjusted by the National Geodetic Survey in June 1991..
 AE0011
 AE0011.The geoid height was determined by GEOID03.
 AE0011
 AE0011.The dynamic height is computed by dividing the NAVD 88
 AE0011.geopotential number by the normal gravity value computed on the
 AE0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0011.degrees latitude (g = 980.6199 gals.).
 AE0011
 AE0011.The modeled gravity was interpolated from observed gravity values.
 AE0011
 AE0011;                    North         East    Units  Estimated Accuracy
 AE0011;SPC TX S     - 5,096,360.      311,880.      MT  (+/- 180 meters Scaled)
 AE0011
 AE0011                          SUPERSEDED SURVEY CONTROL
 AE0011
 AE0011  NGVD 29 (??/??/92)   94.999  (m)          311.68   (f) ADJ UNCH    2 0
 AE0011
 AE0011.Superseded values are not recommended for survey control.
 AE0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0011.See file dsdata.txt to determine how the superseded data were derived.
 AE0011
 AE0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ616352(NAD 83)
 AE0011_MARKER: DB = BENCH MARK DISK
 AE0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0011_STAMPING: D 645 1942
 AE0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0011+STABILITY: SURFACE MOTION
 AE0011
 AE0011  HISTORY     - Date     Condition        Report By
 AE0011  HISTORY     - 1942     MONUMENTED       CGS
 AE0011  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0011
 AE0011                          STATION DESCRIPTION
 AE0011
 AE0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0011'4.2 MI N FROM MCCOOK.
 AE0011'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 4.2 MILES NORTHERLY
 AE0011'ALONG DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AE0011'0.5 MILE SOUTH OF A SHARP CURVE IN THE ROAD TO THE WEST, AT THE
 AE0011'NORTHWEST CORNER OF CULTIVATED FIELD AND 33.0 FEET EAST OF AND ABOUT
 AE0011'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 2.0 FEET EAST
 AE0011'OF A FENCE CORNER AND 2.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.
 AE0011'THE MONUMENT PROJECTS 0.2 FOOT.
 AE0011
 AE0011                          STATION RECOVERY (1972)
 AE0011
 AE0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0512 ***********************************************************************
 AE0512  DESIGNATION -  D 646
 AE0512  PID         -  AE0512
 AE0512  STATE/COUNTY-  TX/HIDALGO
 AE0512  USGS QUAD   -  ALTON (1963)
 AE0512
 AE0512                         *CURRENT SURVEY CONTROL
 AE0512  ___________________________________________________________________
 AE0512* NAD 83(1986)-  26 21 10.     (N)    098 18 09.     (W)     SCALED    
 AE0512* NAVD 88     -        51.199  (meters)     167.98   (feet)  ADJUSTED  
 AE0512  ___________________________________________________________________
 AE0512  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AE0512  DYNAMIC HT  -          51.114 (meters)     167.70  (feet)  COMP
 AE0512  MODELED GRAV-     979,006.2   (mgal)                       NAVD 88
 AE0512
 AE0512  VERT ORDER  -  SECOND    CLASS 0
 AE0512
 AE0512.The horizontal coordinates were scaled from a topographic map and have
 AE0512.an estimated accuracy of +/- 6 seconds.
 AE0512
 AE0512.The orthometric height was determined by differential leveling
 AE0512.and adjusted by the National Geodetic Survey in June 1991..
 AE0512
 AE0512.The geoid height was determined by GEOID03.
 AE0512
 AE0512.The dynamic height is computed by dividing the NAVD 88
 AE0512.geopotential number by the normal gravity value computed on the
 AE0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0512.degrees latitude (g = 980.6199 gals.).
 AE0512
 AE0512.The modeled gravity was interpolated from observed gravity values.
 AE0512
 AE0512;                    North         East    Units  Estimated Accuracy
 AE0512;SPC TX S     - 5,076,030.      319,710.      MT  (+/- 180 meters Scaled)
 AE0512
 AE0512                          SUPERSEDED SURVEY CONTROL
 AE0512
 AE0512  NGVD 29 (??/??/92)   51.294  (m)          168.29   (f) ADJ UNCH    2 0
 AE0512
 AE0512.Superseded values are not recommended for survey control.
 AE0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0512.See file dsdata.txt to determine how the superseded data were derived.
 AE0512
 AE0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ695149(NAD 83)
 AE0512_MARKER: DB = BENCH MARK DISK
 AE0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0512_STAMPING: D 646 1942
 AE0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0512+STABILITY: SURFACE MOTION
 AE0512
 AE0512  HISTORY     - Date     Condition        Report By
 AE0512  HISTORY     - 1942     MONUMENTED       CGS
 AE0512  HISTORY     - 1963     MARK NOT FOUND   NGS
 AE0512  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0512
 AE0512                          STATION DESCRIPTION
 AE0512
 AE0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0512'11.0 MI NW FROM EDINBURG.
 AE0512'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 7.0 MILES
 AE0512'WESTERLY ALONG STATE HIGHWAY NO. 107 TO INTERSECTION OF ROAD LEADING
 AE0512'WEST AT RIGHT ANGLE CURVE IN HIGHWAY, THENCE, GO 2.5 MILES WESTERLY
 AE0512'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING NORTH ALONG THE
 AE0512'MISSOURI PACIFIC RAILROAD.  THENCE, GO 1.5 MILES NORTHERLY ALONG ROAD
 AE0512'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ACROSS THE ROAD FROM A
 AE0512'CONCRETE WATERING TANK ON THE EAST SIDE OF ROAD, 30.0 FEET EAST OF AND
 AE0512'ABOUT 2.5 FEET ABOVE THE CENTERLINE OF THE TRACKS AND 28.0 FEET WEST
 AE0512'OF THE CENTERLINE OF THE ROAD PARALLELLING THE RAILROAD.  IT IS 3.0
 AE0512'FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AE0512'0.4 FOOT.
 AE0512
 AE0512                          STATION RECOVERY (1963)
 AE0512
 AE0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AE0512'MARK NOT FOUND.
 AE0512
 AE0512                          STATION RECOVERY (1992)
 AE0512
 AE0512'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1423 ***********************************************************************
 AW1423  DESIGNATION -  D 647
 AW1423  PID         -  AW1423
 AW1423  STATE/COUNTY-  TX/CHAMBERS
 AW1423  USGS QUAD   -  OYSTER BAYOU (1994)
 AW1423
 AW1423                         *CURRENT SURVEY CONTROL
 AW1423  ___________________________________________________________________
 AW1423* NAD 83(1986)-  29 40 28.     (N)    094 36 52.     (W)     SCALED    
 AW1423* NAVD 88     -         4.88   (+/-2cm)      16.0    (feet)  VERTCON   
 AW1423  ___________________________________________________________________
 AW1423  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1423  OBS GRAVITY -     979,283.5   (mgal)                       GRAV_OBS
 AW1423
 AW1423  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1423
 AW1423.The horizontal coordinates were scaled from a topographic map and have
 AW1423.an estimated accuracy of +/- 6 seconds.
 AW1423
 AW1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1423.The vertical order pertains to the NGVD 29 superseded value.
 AW1423
 AW1423.The geoid height was determined by GEOID03.
 AW1423.The observed gravity was obtained from relative gravimeter ties
 AW1423.to the IGSN71 gravity network.
 AW1423
 AW1423;                    North         East    Units  Estimated Accuracy
 AW1423;SPC TXSC     - 4,212,000.    1,024,370.      MT  (+/- 180 meters Scaled)
 AW1423
 AW1423                          SUPERSEDED SURVEY CONTROL
 AW1423
 AW1423  NGVD 29 (??/??/92)    4.879  (m)           16.01   (f) ADJ UNCH    1 2
 AW1423
 AW1423.Superseded values are not recommended for survey control.
 AW1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1423.See file dsdata.txt to determine how the superseded data were derived.
 AW1423
 AW1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN437838(NAD 83)
 AW1423_MARKER: DB = BENCH MARK DISK
 AW1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1423_STAMPING: D 647 1942
 AW1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1423+STABILITY: SURFACE MOTION
 AW1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1423+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1423
 AW1423  HISTORY     - Date     Condition        Report By
 AW1423  HISTORY     - 1942     MONUMENTED       CGS
 AW1423  HISTORY     - 1973     GOOD             NGS
 AW1423  HISTORY     - 1978     GOOD             NGS
 AW1423  HISTORY     - 20040308 GOOD             USPSQD
 AW1423  HISTORY     - 20050314 GOOD             USPSQD
 AW1423
 AW1423                          STATION DESCRIPTION
 AW1423
 AW1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1423'11.1 MI SE FROM ANAHUAC.
 AW1423'ABOUT 6.8 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION OF STATE
 AW1423'HIGHWAY 61 AT ANAHUAC, THENCE 3.15 MILES EAST ALONG A PAVED ROAD,
 AW1423'THENCE 1.15 MILES SOUTHEAST ALONG FARM ROAD 562, 0.15 MILE SOUTHWEST
 AW1423'OF THE JUNCTION OF FARM ROAD 1985, 57 FEET NORTHWEST OF THE CENTER
 AW1423'LINE OF FARM ROAD 562, 83 FEET NORTHEAST OF POWER POLE NO. 3032, 13
 AW1423'1/2 FEET NORTHWEST OF A TELEPHONE POLE, 10 1/2 FEET NORTHWEST OF A
 AW1423'CONCRETE FAP MARKER, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 AW1423'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 AW1423'INCHES ABOVE THE LEVEL OF THE GROUND.
 AW1423
 AW1423                          STATION RECOVERY (1978)
 AW1423
 AW1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1423'RECOVERED IN GOOD CONDITION.
 AW1423
 AW1423                          STATION RECOVERY (2004)
 AW1423
 AW1423'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1423'GO TO N29 40 26.1 W094 36 51.9
 AW1423
 AW1423                          STATION RECOVERY (2005)
 AW1423
 AW1423'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3134 ***********************************************************************
 AW3134  DESIGNATION -  D 649
 AW3134  PID         -  AW3134
 AW3134  STATE/COUNTY-  TX/CHAMBERS
 AW3134  USGS QUAD   -  ANAHUAC (1993)
 AW3134
 AW3134                         *CURRENT SURVEY CONTROL
 AW3134  ___________________________________________________________________
 AW3134* NAD 83(1986)-  29 51 51.     (N)    094 37 31.     (W)     SCALED    
 AW3134* NAVD 88     -         9.47   (+/-2cm)      31.1    (feet)  VERTCON   
 AW3134  ___________________________________________________________________
 AW3134  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW3134
 AW3134  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3134
 AW3134.The horizontal coordinates were scaled from a topographic map and have
 AW3134.an estimated accuracy of +/- 6 seconds.
 AW3134
 AW3134.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3134.The vertical order pertains to the NGVD 29 superseded value.
 AW3134
 AW3134.The geoid height was determined by GEOID03.
 AW3134
 AW3134;                    North         East    Units  Estimated Accuracy
 AW3134;SPC TXSC     - 4,232,980.    1,022,540.      MT  (+/- 180 meters Scaled)
 AW3134
 AW3134                          SUPERSEDED SURVEY CONTROL
 AW3134
 AW3134  NGVD 29 (??/??/92)    9.476  (m)           31.09   (f) ADJ UNCH    1 2
 AW3134
 AW3134.Superseded values are not recommended for survey control.
 AW3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3134.See file dsdata.txt to determine how the superseded data were derived.
 AW3134
 AW3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP430048(NAD 83)
 AW3134_MARKER: DB = BENCH MARK DISK
 AW3134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3134_SP_SET: CURB
 AW3134_STAMPING: D 649 1942
 AW3134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3134+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3134
 AW3134  HISTORY     - Date     Condition        Report By
 AW3134  HISTORY     - 1942     MONUMENTED       CGS
 AW3134  HISTORY     - 1973     GOOD             NGS
 AW3134  HISTORY     - 19970412 GOOD             USPSQD
 AW3134  HISTORY     - 20010331 GOOD             NGS
 AW3134  HISTORY     - 20040220 GOOD             USPSQD
 AW3134  HISTORY     - 20040228 GOOD             USPSQD
 AW3134  HISTORY     - 20060121 GOOD             USPSQD
 AW3134
 AW3134                          STATION DESCRIPTION
 AW3134
 AW3134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3134'0.2 MI N FROM HANKAMER.
 AW3134'ABOUT 0.2 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF CHRIST
 AW3134'AT HANKAMER, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AW3134'THE TOP OF THE NORTH END OF THE EAST CONCRETE CURB OF THE GUARD RAIL
 AW3134'OF THE HIGHWAY BRIDGE, 0.8 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AW3134
 AW3134                          STATION RECOVERY (1997)
 AW3134
 AW3134'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3134'RECOVERED IN GOOD CONDITION.
 AW3134
 AW3134                          STATION RECOVERY (2001)
 AW3134
 AW3134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3134'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3134
 AW3134                          STATION RECOVERY (2004)
 AW3134
 AW3134'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3134'RECOVERED IN GOOD CONDITION.
 AW3134
 AW3134                          STATION RECOVERY (2004)
 AW3134
 AW3134'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AW3134'RECOVERED IN GOOD CONDITION.
 AW3134
 AW3134                          STATION RECOVERY (2006)
 AW3134
 AW3134'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3134'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0739 ***********************************************************************
 BZ0739  DESIGNATION -  D 65
 BZ0739  PID         -  BZ0739
 BZ0739  STATE/COUNTY-  TX/HILL
 BZ0739  USGS QUAD   -  ABBOTT (1979)
 BZ0739
 BZ0739                         *CURRENT SURVEY CONTROL
 BZ0739  ___________________________________________________________________
 BZ0739* NAD 83(1986)-  31 59 23.     (N)    097 02 32.     (W)     SCALED    
 BZ0739* NAVD 88     -       218.619  (meters)     717.25   (feet)  ADJUSTED  
 BZ0739  ___________________________________________________________________
 BZ0739  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BZ0739  DYNAMIC HT  -         218.350 (meters)     716.37  (feet)  COMP
 BZ0739  MODELED GRAV-     979,405.8   (mgal)                       NAVD 88
 BZ0739
 BZ0739  VERT ORDER  -  FIRST     CLASS II
 BZ0739
 BZ0739.The horizontal coordinates were scaled from a topographic map and have
 BZ0739.an estimated accuracy of +/- 6 seconds.
 BZ0739
 BZ0739.The orthometric height was determined by differential leveling
 BZ0739.and adjusted by the National Geodetic Survey in June 1991..
 BZ0739
 BZ0739.The geoid height was determined by GEOID03.
 BZ0739
 BZ0739.The dynamic height is computed by dividing the NAVD 88
 BZ0739.geopotential number by the normal gravity value computed on the
 BZ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0739.degrees latitude (g = 980.6199 gals.).
 BZ0739
 BZ0739.The modeled gravity was interpolated from observed gravity values.
 BZ0739
 BZ0739;                    North         East    Units  Estimated Accuracy
 BZ0739;SPC TXNC     - 2,036,780.      737,770.      MT  (+/- 180 meters Scaled)
 BZ0739
 BZ0739                          SUPERSEDED SURVEY CONTROL
 BZ0739
 BZ0739  NGVD 29 (??/??/92)  218.581  (m)          717.13   (f) ADJ UNCH    1 2
 BZ0739
 BZ0739.Superseded values are not recommended for survey control.
 BZ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0739.See file dsdata.txt to determine how the superseded data were derived.
 BZ0739
 BZ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA849409(NAD 83)
 BZ0739_MARKER: DB = BENCH MARK DISK
 BZ0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0739_SP_SET: CULVERT
 BZ0739_STAMPING: D 65 1929 ELEV 717.239
 BZ0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0739
 BZ0739  HISTORY     - Date     Condition        Report By
 BZ0739  HISTORY     - 1929     MONUMENTED       CGS
 BZ0739  HISTORY     - 1952     GOOD             NGS
 BZ0739  HISTORY     - 19950408 GOOD             USPSQD
 BZ0739  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0739  HISTORY     - 20031011 GOOD             USPSQD
 BZ0739
 BZ0739                          STATION DESCRIPTION
 BZ0739
 BZ0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0739'3.6 MI NW FROM BYNUM.
 BZ0739'3.1 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE HIGH SCHOOL AT
 BZ0739'BYNUM, THENCE 0.4 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE 0.1 MILE
 BZ0739'WEST ALONG AN OLD RAILROAD GRADE, 14 FEET SOUTH OF THE CENTER LINE OF
 BZ0739'THE OLD RAILROAD GRADE, SET IN THE TOP OF THE CENTER OF THE SOUTH
 BZ0739'HEADWALL OF A CONCRETE CULVERT UNDER THE OLD RAILROAD GRADE.
 BZ0739
 BZ0739                          STATION RECOVERY (1995)
 BZ0739
 BZ0739'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0739'RECOVERED IN GOOD CONDITION.
 BZ0739
 BZ0739                          STATION RECOVERY (1995)
 BZ0739
 BZ0739'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0739'MARK NOT FOUND.
 BZ0739
 BZ0739                          STATION RECOVERY (2003)
 BZ0739
 BZ0739'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ0739'3.1 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE HIGH SCHOOL AT
 BZ0739'BYNUM, THENCE 0.5 MILE SOUTHEAST ALONG HCR3141 (DIRT ROAD), THENCE 0.1
 BZ0739'MILE WEST ON HCR3134S (DIRT ROAD) TO CIRCLE C RANCH HOUSE ON SOUTH
 BZ0739'SIDE OF ROAD.
 BZ0739'MARK IS LOCATED NE FROM HOUSE APPROXIMATLY 0.1 MILE AT NE CORNER OF
 BZ0739'IRRIGATION POND, 14 FEET SOUTH OF THE CENTER LINE OF AN OLD RAILROAD
 BZ0739'GRADE, SET IN THE TOP OF THE CENTER OF THE SOUTH HEADWALL OF A
 BZ0739'CONCRETE CULVERT UNDER THE OLD RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3147 ***********************************************************************
 AW3147  DESIGNATION -  D 650
 AW3147  PID         -  AW3147
 AW3147  STATE/COUNTY-  TX/LIBERTY
 AW3147  USGS QUAD   -  WHITES BAYOU (1994)
 AW3147
 AW3147                         *CURRENT SURVEY CONTROL
 AW3147  ___________________________________________________________________
 AW3147* NAD 83(1986)-  29 54 57.     (N)    094 30 54.     (W)     SCALED    
 AW3147* NAVD 88     -        11.47   (+/-2cm)      37.6    (feet)  VERTCON   
 AW3147  ___________________________________________________________________
 AW3147  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW3147
 AW3147  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3147
 AW3147.The horizontal coordinates were scaled from a topographic map and have
 AW3147.an estimated accuracy of +/- 6 seconds.
 AW3147
 AW3147.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3147.The vertical order pertains to the NGVD 29 superseded value.
 AW3147
 AW3147.The geoid height was determined by GEOID03.
 AW3147
 AW3147;                    North         East    Units  Estimated Accuracy
 AW3147;SPC TX C     - 3,042,310.    1,261,640.      MT  (+/- 180 meters Scaled)
 AW3147
 AW3147                          SUPERSEDED SURVEY CONTROL
 AW3147
 AW3147  NGVD 29 (??/??/92)   11.476  (m)           37.65   (f) ADJ UNCH    1 2
 AW3147
 AW3147.Superseded values are not recommended for survey control.
 AW3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3147.See file dsdata.txt to determine how the superseded data were derived.
 AW3147
 AW3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP537104(NAD 83)
 AW3147_MARKER: DB = BENCH MARK DISK
 AW3147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3147_STAMPING: D 650 1942
 AW3147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3147+STABILITY: SURFACE MOTION
 AW3147
 AW3147  HISTORY     - Date     Condition        Report By
 AW3147  HISTORY     - 1942     MONUMENTED       CGS
 AW3147  HISTORY     - 1959     GOOD             NGS
 AW3147  HISTORY     - 19890927 MARK NOT FOUND   USPSQD
 AW3147
 AW3147                          STATION DESCRIPTION
 AW3147
 AW3147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3147'13.45 MI NE FROM HANKAMER.
 AW3147'ABOUT 2.9 MILES EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 AW3147'HANKAMER, THENCE ABOUT 3.3 MILES EAST ALONG FARM ROAD 1663, THENCE
 AW3147'ABOUT 2.1 MILES EAST ALONG A GRADED COUNTY ROAD, THENCE ABOUT 2.0
 AW3147'MILES NORTH ALONG A COUNTY SHELL ROAD, THENCE ABOUT 2.0 MILES NORTH
 AW3147'ALONG A PRIVATE SHELL ROAD, THENCE ABOUT 1.15 MILES WEST ALONG A
 AW3147'PRIVATE ROAD, OR ABOUT 0.1 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE
 AW3147'D. H. WILLIS RICE DRIER MILL AT FELICIA, THENCE ABOUT 1.5 MILES SOUTH
 AW3147'ALONG FARM ROAD 1009, THENCE ABOUT 2.05 MILES WEST ALONG A GRADED DIRT
 AW3147'ROAD, THENCE ABOUT 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE
 AW3147'ABOUT 0.65 MILE WEST ALONG A GRADED DIRT ROAD, THENCE ABOUT 3.8 MILES
 AW3147'SOUTHEAST ALONG A GRADED DIRT ROAD, AT A CURVE IN THE ROAD WITH
 AW3147'TANGENTS SOUTH AND WEST, 66 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 AW3147'LEADING EAST, 56 FEET EAST OF THE CENTER LINE OF A METAL GATE, AND THE
 AW3147'EXTENDED CENTER LINE OF THE ROAD LEADING NORTH, 2 FEET NORTH OF A
 AW3147'FENCE, 0.8 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AW3147'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW3147
 AW3147                          STATION RECOVERY (1989)
 AW3147
 AW3147'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 AW3147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1278 ***********************************************************************
 AY1278  DESIGNATION -  D 651
 AY1278  PID         -  AY1278
 AY1278  STATE/COUNTY-  TX/MEDINA
 AY1278  USGS QUAD   -  HONDO (1982)
 AY1278
 AY1278                         *CURRENT SURVEY CONTROL
 AY1278  ___________________________________________________________________
 AY1278* NAD 83(1986)-  29 22 26.     (N)    099 09 03.     (W)     SCALED    
 AY1278* NAVD 88     -       281.647  (meters)     924.04   (feet)  POSTED    
 AY1278  ___________________________________________________________________
 AY1278  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AY1278  DYNAMIC HT  -         281.240 (meters)     922.70  (feet)  COMP
 AY1278  MODELED GRAV-     979,178.5   (mgal)                       NAVD 88
 AY1278
 AY1278  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1278
 AY1278.The horizontal coordinates were scaled from a topographic map and have
 AY1278.an estimated accuracy of +/- 6 seconds.
 AY1278
 AY1278.The orthometric height was determined by differential leveling
 AY1278.and adjusted by the National Geodetic Survey in 1992..
 AY1278.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1278.rate of 0.0 thru 1.0 mm/km.
 AY1278
 AY1278.The geoid height was determined by GEOID03.
 AY1278
 AY1278.The dynamic height is computed by dividing the NAVD 88
 AY1278.geopotential number by the normal gravity value computed on the
 AY1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1278.degrees latitude (g = 980.6199 gals.).
 AY1278
 AY1278.The modeled gravity was interpolated from observed gravity values.
 AY1278
 AY1278;                    North         East    Units  Estimated Accuracy
 AY1278;SPC TXSC     - 4,170,740.      585,360.      MT  (+/- 180 meters Scaled)
 AY1278
 AY1278                          SUPERSEDED SURVEY CONTROL
 AY1278
 AY1278  NGVD 29 (??/??/92)  281.509  (m)          923.58   (f) ADJ UNCH    2 0
 AY1278
 AY1278.Superseded values are not recommended for survey control.
 AY1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1278.See file dsdata.txt to determine how the superseded data were derived.
 AY1278
 AY1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT853494(NAD 83)
 AY1278_MARKER: DB = BENCH MARK DISK
 AY1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1278_STAMPING: D 651 1953
 AY1278_MARK LOGO: CGS   
 AY1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1278+STABILITY: SURFACE MOTION
 AY1278
 AY1278  HISTORY     - Date     Condition        Report By
 AY1278  HISTORY     - 1953     MONUMENTED       CGS
 AY1278  HISTORY     - 1968     GOOD             USGS
 AY1278  HISTORY     - 1982     GOOD             NGS
 AY1278  HISTORY     - 1990     GOOD             USPSQD
 AY1278  HISTORY     - 19950427 GOOD             USPSQD
 AY1278  HISTORY     - 19950518 GOOD             USPSQD
 AY1278  HISTORY     - 19950818 GOOD             USPSQD
 AY1278  HISTORY     - 20011227 GOOD             USPSQD
 AY1278  HISTORY     - 20040124 MARK NOT FOUND   USPSQD
 AY1278  HISTORY     - 20050521 POOR             USPSQD
 AY1278
 AY1278                          STATION DESCRIPTION
 AY1278
 AY1278'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AY1278'2.1 MI NW FROM HONDO.
 AY1278'2.1 MILES NORTHWEST ALONG FARM ROAD 462 FROM THE COURTHOUSE AT HONDO,
 AY1278'AT THE NORTHWEST CORNER OF A FIELD, 53 FEET EAST OF A FENCE LEADING
 AY1278'SOUTH, T-FENCE SOUTH.  43 FEET EAST OF A GATE AND 39 FEET SOUTH OF THE
 AY1278'CENTER LINE OF FARM ROAD 462.  2.2 FEET NORTH OF A FENCE, SET IN THE
 AY1278'TOP OF A CONCRETE POST WHICH IS ABOUT 0.3 FOOT BELOW GROUND SURFACE.
 AY1278
 AY1278                          STATION RECOVERY (1982)
 AY1278
 AY1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1278'RECOVERED THIS DATE, OFF LEVEL LINE, NOT LEVELED TO.
 AY1278
 AY1278                          STATION RECOVERY (1990)
 AY1278
 AY1278'RECOVERY NOTE BY US POWER SQUADRON 1990 (HLJ)
 AY1278'RECOVERED IN GOOD CONDITION.
 AY1278
 AY1278                          STATION RECOVERY (1995)
 AY1278
 AY1278'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1278'RECOVERED IN GOOD CONDITION.
 AY1278
 AY1278                          STATION RECOVERY (1995)
 AY1278
 AY1278'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1278'RECOVERED IN GOOD CONDITION.
 AY1278
 AY1278                          STATION RECOVERY (1995)
 AY1278
 AY1278'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1278'RECOVERED IN GOOD CONDITION.
 AY1278
 AY1278                          STATION RECOVERY (2001)
 AY1278
 AY1278'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1278'RECOVERED IN GOOD CONDITION.
 AY1278
 AY1278                          STATION RECOVERY (2004)
 AY1278
 AY1278'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 AY1278'MARK NOT FOUND.
 AY1278
 AY1278                          STATION RECOVERY (2005)
 AY1278
 AY1278'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1278'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1141 ***********************************************************************
 AB1141  DESIGNATION -  D 652
 AB1141  PID         -  AB1141
 AB1141  STATE/COUNTY-  TX/KENEDY
 AB1141  USGS QUAD   -  ANDREA RANCH (1982)
 AB1141
 AB1141                         *CURRENT SURVEY CONTROL
 AB1141  ___________________________________________________________________
 AB1141* NAD 83(1986)-  26 40 38.     (N)    097 56 47.     (W)     SCALED    
 AB1141* NAVD 88     -        13.375  (meters)      43.88   (feet)  ADJUSTED  
 AB1141  ___________________________________________________________________
 AB1141  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AB1141  DYNAMIC HT  -          13.354 (meters)      43.81  (feet)  COMP
 AB1141  MODELED GRAV-     979,051.5   (mgal)                       NAVD 88
 AB1141
 AB1141  VERT ORDER  -  SECOND    CLASS 0
 AB1141
 AB1141.The horizontal coordinates were scaled from a topographic map and have
 AB1141.an estimated accuracy of +/- 6 seconds.
 AB1141
 AB1141.The orthometric height was determined by differential leveling
 AB1141.and adjusted by the National Geodetic Survey in June 1991..
 AB1141
 AB1141.The geoid height was determined by GEOID03.
 AB1141
 AB1141.The dynamic height is computed by dividing the NAVD 88
 AB1141.geopotential number by the normal gravity value computed on the
 AB1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1141.degrees latitude (g = 980.6199 gals.).
 AB1141
 AB1141.The modeled gravity was interpolated from observed gravity values.
 AB1141
 AB1141;                    North         East    Units  Estimated Accuracy
 AB1141;SPC TX S     - 5,112,080.      355,100.      MT  (+/- 180 meters Scaled)
 AB1141
 AB1141                          SUPERSEDED SURVEY CONTROL
 AB1141
 AB1141  NGVD 29 (??/??/92)   13.468  (m)           44.19   (f) ADJ UNCH    2 0
 AB1141
 AB1141.Superseded values are not recommended for survey control.
 AB1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1141.See file dsdata.txt to determine how the superseded data were derived.
 AB1141
 AB1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ048511(NAD 83)
 AB1141_MARKER: DB = BENCH MARK DISK
 AB1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1141_STAMPING: D 652 1942
 AB1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1141+STABILITY: SURFACE MOTION
 AB1141
 AB1141  HISTORY     - Date     Condition        Report By
 AB1141  HISTORY     - 1942     MONUMENTED       CGS
 AB1141
 AB1141                          STATION DESCRIPTION
 AB1141
 AB1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1141'20.3 MI NW FROM RAYMONDVILLE.
 AB1141'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1141'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1141'NORTHERLY 2.5 MILES, THENCE WESTERLY 1.MILE, THENCE NORTHERLY 0.6
 AB1141'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 13. MILES TO THE
 AB1141'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTHEAST OF A
 AB1141'WOODEN GATE ON SANTA FE AND KING RANCH PROPERTY LINE ALONG ROAD
 AB1141'LEADING TO SANTA FE SCHOOL FROM THE LA TORDILLA RANCH.  IT IS 30. FEET
 AB1141'SOUTHWEST OF AND ABOUT 1. FOOT ABOVE THE ROAD, 8. FEET EAST OF A SMALL
 AB1141'MESQUITE TREE AND 3. FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE
 AB1141'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0669 ***********************************************************************
 AB0669  DESIGNATION -  D 653
 AB0669  PID         -  AB0669
 AB0669  STATE/COUNTY-  TX/WILLACY
 AB0669  USGS QUAD   -  LASARA (1970)
 AB0669
 AB0669                         *CURRENT SURVEY CONTROL
 AB0669  ___________________________________________________________________
 AB0669* NAD 83(1986)-  26 28 42.     (N)    097 52 39.     (W)     SCALED    
 AB0669* NAVD 88     -        12.476  (meters)      40.93   (feet)  ADJUSTED  
 AB0669  ___________________________________________________________________
 AB0669  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AB0669  DYNAMIC HT  -          12.456 (meters)      40.87  (feet)  COMP
 AB0669  MODELED GRAV-     979,042.6   (mgal)                       NAVD 88
 AB0669
 AB0669  VERT ORDER  -  SECOND    CLASS 0
 AB0669
 AB0669.The horizontal coordinates were scaled from a topographic map and have
 AB0669.an estimated accuracy of +/- 6 seconds.
 AB0669
 AB0669.The orthometric height was determined by differential leveling
 AB0669.and adjusted by the National Geodetic Survey in June 1991..
 AB0669
 AB0669.The geoid height was determined by GEOID03.
 AB0669
 AB0669.The dynamic height is computed by dividing the NAVD 88
 AB0669.geopotential number by the normal gravity value computed on the
 AB0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0669.degrees latitude (g = 980.6199 gals.).
 AB0669
 AB0669.The modeled gravity was interpolated from observed gravity values.
 AB0669
 AB0669;                    North         East    Units  Estimated Accuracy
 AB0669;SPC TX S     - 5,090,080.      362,060.      MT  (+/- 180 meters Scaled)
 AB0669
 AB0669                          SUPERSEDED SURVEY CONTROL
 AB0669
 AB0669  NGVD 29 (??/??/92)   12.553  (m)           41.18   (f) ADJ UNCH    2 0
 AB0669
 AB0669.Superseded values are not recommended for survey control.
 AB0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0669.See file dsdata.txt to determine how the superseded data were derived.
 AB0669
 AB0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ118291(NAD 83)
 AB0669_MARKER: DB = BENCH MARK DISK
 AB0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0669_STAMPING: D 653 1942
 AB0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0669+STABILITY: SURFACE MOTION
 AB0669
 AB0669  HISTORY     - Date     Condition        Report By
 AB0669  HISTORY     - 1942     MONUMENTED       CGS
 AB0669  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0669
 AB0669                          STATION DESCRIPTION
 AB0669
 AB0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0669'5.6 MI W FROM RAYMONDVILLE.
 AB0669'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB0669'PROCEED 5.7 (STADIA) MILES WESTERLY ALONG STATE HIGHWAY NO. 186 TO
 AB0669'SITE OF BENCH MARK. BENCH MARK IS ACROSS HIGHWAY AND ABOUT 30.0 FEET
 AB0669'WEST OF CENTERLINE OF ROAD LEADING NORTH, 48.0 FEET SOUTH OF AND ABOUT
 AB0669'1.5 FEET ABOVE THE CENTERLINE OF THE HIGHWAY, 5.0 FEET EAST OF
 AB0669'TELEPHONE POLE, 1.0 FOOT NORTH OF HIGHWAY FENCE, AND 3.0 FEET WEST OF
 AB0669'A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.5 FOOT.
 AB0669
 AB0669                          STATION RECOVERY (1987)
 AB0669
 AB0669'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0678 ***********************************************************************
 AB0678  DESIGNATION -  D 654
 AB0678  PID         -  AB0678
 AB0678  STATE/COUNTY-  TX/HIDALGO
 AB0678  USGS QUAD   -  LASARA (1970)
 AB0678
 AB0678                         *CURRENT SURVEY CONTROL
 AB0678  ___________________________________________________________________
 AB0678* NAD 83(1986)-  26 24 00.     (N)    097 52 42.     (W)     SCALED    
 AB0678* NAVD 88     -        12.815  (meters)      42.04   (feet)  ADJUSTED  
 AB0678  ___________________________________________________________________
 AB0678  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AB0678  DYNAMIC HT  -          12.794 (meters)      41.98  (feet)  COMP
 AB0678  MODELED GRAV-     979,037.9   (mgal)                       NAVD 88
 AB0678
 AB0678  VERT ORDER  -  SECOND    CLASS 0
 AB0678
 AB0678.The horizontal coordinates were scaled from a topographic map and have
 AB0678.an estimated accuracy of +/- 6 seconds.
 AB0678
 AB0678.The orthometric height was determined by differential leveling
 AB0678.and adjusted by the National Geodetic Survey in June 1991..
 AB0678
 AB0678.The geoid height was determined by GEOID03.
 AB0678
 AB0678.The dynamic height is computed by dividing the NAVD 88
 AB0678.geopotential number by the normal gravity value computed on the
 AB0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0678.degrees latitude (g = 980.6199 gals.).
 AB0678
 AB0678.The modeled gravity was interpolated from observed gravity values.
 AB0678
 AB0678;                    North         East    Units  Estimated Accuracy
 AB0678;SPC TX S     - 5,081,400.      362,020.      MT  (+/- 180 meters Scaled)
 AB0678
 AB0678                          SUPERSEDED SURVEY CONTROL
 AB0678
 AB0678  NGVD 29 (??/??/92)   12.894  (m)           42.30   (f) ADJ UNCH    2 0
 AB0678
 AB0678.Superseded values are not recommended for survey control.
 AB0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0678.See file dsdata.txt to determine how the superseded data were derived.
 AB0678
 AB0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ118204(NAD 83)
 AB0678_MARKER: DB = BENCH MARK DISK
 AB0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0678_STAMPING: D 654 1942
 AB0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0678+STABILITY: SURFACE MOTION
 AB0678
 AB0678  HISTORY     - Date     Condition        Report By
 AB0678  HISTORY     - 1942     MONUMENTED       CGS
 AB0678  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0678
 AB0678                          STATION DESCRIPTION
 AB0678
 AB0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0678'5.7 MI W FROM RAYMONDVILLE.
 AB0678'IN HIDALGO COUNTY, ABOUT 5.7 MILES WEST ALONG STATE HIGHWAY 186 FROM
 AB0678'THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE, WILLACY COUNTY,
 AB0678'THENCE ABOUT 1.0 MILE SOUTH ALONG A FENCE LINE, AND THENCE ABOUT 4.6
 AB0678'MILES SOUTH ALONG A GRADED DIRT ROAD.  ABOUT 1.0 MILE NORTH OF TURNER
 AB0678'TRACT CHURCH, IN A FARMHOUSE YARD, 62 FEET NORTHEAST OF THE NORTHEAST
 AB0678'CORNER OF THE FARMHOUSE, 31.4 FEET SOUTHWEST OF THE CENTER OF A
 AB0678'CROSSROADS, 9.2 FEET SOUTHWEST OF AN R.E.A. POLE, AND ABOUT 1 FOOT
 AB0678'HIGHER THAN THE CROSSROADS.  A STANDARD DISK, STAMPED D 654 1942 AND
 AB0678'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE
 AB0678'GROUND.
 AB0678
 AB0678                          STATION RECOVERY (1987)
 AB0678
 AB0678'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0679 ***********************************************************************
 AB0679  DESIGNATION -  D 655
 AB0679  PID         -  AB0679
 AB0679  STATE/COUNTY-  TX/WILLACY
 AB0679  USGS QUAD   -  SANTA ROSA (1982)
 AB0679
 AB0679                         *CURRENT SURVEY CONTROL
 AB0679  ___________________________________________________________________
 AB0679* NAD 83(1986)-  26 22 17.     (N)    097 48 32.     (W)     SCALED    
 AB0679* NAVD 88     -        11.723  (meters)      38.46   (feet)  ADJUSTED  
 AB0679  ___________________________________________________________________
 AB0679  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AB0679  DYNAMIC HT  -          11.704 (meters)      38.40  (feet)  COMP
 AB0679  MODELED GRAV-     979,040.0   (mgal)                       NAVD 88
 AB0679
 AB0679  VERT ORDER  -  SECOND    CLASS 0
 AB0679
 AB0679.The horizontal coordinates were scaled from a topographic map and have
 AB0679.an estimated accuracy of +/- 6 seconds.
 AB0679
 AB0679.The orthometric height was determined by differential leveling
 AB0679.and adjusted by the National Geodetic Survey in June 1991..
 AB0679
 AB0679.The geoid height was determined by GEOID03.
 AB0679
 AB0679.The dynamic height is computed by dividing the NAVD 88
 AB0679.geopotential number by the normal gravity value computed on the
 AB0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0679.degrees latitude (g = 980.6199 gals.).
 AB0679
 AB0679.The modeled gravity was interpolated from observed gravity values.
 AB0679
 AB0679;                    North         East    Units  Estimated Accuracy
 AB0679;SPC TX S     - 5,078,270.      368,970.      MT  (+/- 180 meters Scaled)
 AB0679
 AB0679                          SUPERSEDED SURVEY CONTROL
 AB0679
 AB0679  NGVD 29 (??/??/92)   11.788  (m)           38.67   (f) ADJ UNCH    2 0
 AB0679
 AB0679.Superseded values are not recommended for survey control.
 AB0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0679.See file dsdata.txt to determine how the superseded data were derived.
 AB0679
 AB0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ188173(NAD 83)
 AB0679_MARKER: DB = BENCH MARK DISK
 AB0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0679_STAMPING: D 655 1942
 AB0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0679+STABILITY: SURFACE MOTION
 AB0679
 AB0679  HISTORY     - Date     Condition        Report By
 AB0679  HISTORY     - 1942     MONUMENTED       CGS
 AB0679  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0679
 AB0679                          STATION DESCRIPTION
 AB0679
 AB0679'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0679'2.5 MI S FROM LYFORD.
 AB0679'2.5 MILES SOUTH ALONG STATE HIGHWAY 96 FROM THE MISSOURI PACIFIC
 AB0679'RAILROAD STATION AT LYFORD, WILLACY COUNTY, THENCE ABOUT 1.2 MILES
 AB0679'WEST ALONG A GRADED DIRT ROAD.  ABOUT 240 FEET WEST OF THE EAST SIDE
 AB0679'OF A MESQUITE GROVE, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN
 AB0679'LINE WITH A ROW OF POWER-TRANSMISSION LINE POLES, 10.5 FEET EAST OF
 AB0679'POLE 10D2, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AB0679'DISK, STAMPED D 655 1942 AND SET IN THE TOP OF A CONCRETE POST
 AB0679'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0446 ***********************************************************************
 AE0446  DESIGNATION -  D 656
 AE0446  PID         -  AE0446
 AE0446  STATE/COUNTY-  TX/HIDALGO
 AE0446  USGS QUAD   -  HARGILL (1963)
 AE0446
 AE0446                         *CURRENT SURVEY CONTROL
 AE0446  ___________________________________________________________________
 AE0446* NAD 83(1986)-  26 24 48.     (N)    098 06 58.     (W)     SCALED    
 AE0446* NAVD 88     -        29.299  (meters)      96.13   (feet)  ADJUSTED  
 AE0446  ___________________________________________________________________
 AE0446  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0446  DYNAMIC HT  -          29.252 (meters)      95.97  (feet)  COMP
 AE0446  MODELED GRAV-     979,026.1   (mgal)                       NAVD 88
 AE0446
 AE0446  VERT ORDER  -  SECOND    CLASS 0
 AE0446
 AE0446.The horizontal coordinates were scaled from a topographic map and have
 AE0446.an estimated accuracy of +/- 6 seconds.
 AE0446
 AE0446.The orthometric height was determined by differential leveling
 AE0446.and adjusted by the National Geodetic Survey in June 1991..
 AE0446
 AE0446.The geoid height was determined by GEOID03.
 AE0446
 AE0446.The dynamic height is computed by dividing the NAVD 88
 AE0446.geopotential number by the normal gravity value computed on the
 AE0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0446.degrees latitude (g = 980.6199 gals.).
 AE0446
 AE0446.The modeled gravity was interpolated from observed gravity values.
 AE0446
 AE0446;                    North         East    Units  Estimated Accuracy
 AE0446;SPC TX S     - 5,082,780.      338,300.      MT  (+/- 180 meters Scaled)
 AE0446
 AE0446                          SUPERSEDED SURVEY CONTROL
 AE0446
 AE0446  NGVD 29 (??/??/92)   29.41   (m)           96.5    (f) COMPUTED    2 0
 AE0446
 AE0446.Superseded values are not recommended for survey control.
 AE0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0446.See file dsdata.txt to determine how the superseded data were derived.
 AE0446
 AE0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ881217(NAD 83)
 AE0446_MARKER: DB = BENCH MARK DISK
 AE0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0446_STAMPING: D 656 1942
 AE0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0446+STABILITY: SURFACE MOTION
 AE0446
 AE0446  HISTORY     - Date     Condition        Report By
 AE0446  HISTORY     - 1942     MONUMENTED       CGS
 AE0446
 AE0446                          STATION DESCRIPTION
 AE0446
 AE0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0446'10.3 MI NE FROM EDINBURG.
 AE0446'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED NORTHERLY
 AE0446'9. MILES ALONG U.S. HIGHWAY NO. 281, THENCE EASTERLY 1.3 MILES ALONG
 AE0446'DIRT ROAD PAST GULF STATES RECYCLING COMPANY (SAN SALVADOR PLANT) TO
 AE0446'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 320 FEET WEST OF THE
 AE0446'CENTER LINE OF RAILROAD TRACK AND 22 FEET SOUTH OF AND ABOUT 0.5 FOOT
 AE0446'ABOVE THE CENTER LINE OF THE WINDMILL AND 3 FEET EAST OF A 4X4-INCH
 AE0446'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0432 ***********************************************************************
 AE0432  DESIGNATION -  D 657
 AE0432  PID         -  AE0432
 AE0432  STATE/COUNTY-  TX/HIDALGO
 AE0432  USGS QUAD   -  LA BLANCA (1982)
 AE0432
 AE0432                         *CURRENT SURVEY CONTROL
 AE0432  ___________________________________________________________________
 AE0432* NAD 83(1986)-  26 18 01.     (N)    098 04 47.     (W)     SCALED    
 AE0432* NAVD 88     -        24.110  (meters)      79.10   (feet)  ADJUSTED  
 AE0432  ___________________________________________________________________
 AE0432  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE0432  DYNAMIC HT  -          24.071 (meters)      78.97  (feet)  COMP
 AE0432  MODELED GRAV-     979,014.8   (mgal)                       NAVD 88
 AE0432
 AE0432  VERT ORDER  -  SECOND    CLASS 0
 AE0432
 AE0432.The horizontal coordinates were scaled from a topographic map and have
 AE0432.an estimated accuracy of +/- 6 seconds.
 AE0432
 AE0432.The orthometric height was determined by differential leveling
 AE0432.and adjusted by the National Geodetic Survey in June 1991..
 AE0432
 AE0432.The geoid height was determined by GEOID03.
 AE0432
 AE0432.The dynamic height is computed by dividing the NAVD 88
 AE0432.geopotential number by the normal gravity value computed on the
 AE0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0432.degrees latitude (g = 980.6199 gals.).
 AE0432
 AE0432.The modeled gravity was interpolated from observed gravity values.
 AE0432
 AE0432;                    North         East    Units  Estimated Accuracy
 AE0432;SPC TX S     - 5,070,270.      341,970.      MT  (+/- 180 meters Scaled)
 AE0432
 AE0432                          SUPERSEDED SURVEY CONTROL
 AE0432
 AE0432  NGVD 29 (??/??/92)   24.222  (m)           79.47   (f) ADJ UNCH    2 0
 AE0432
 AE0432.Superseded values are not recommended for survey control.
 AE0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0432.See file dsdata.txt to determine how the superseded data were derived.
 AE0432
 AE0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ918092(NAD 83)
 AE0432_MARKER: DB = BENCH MARK DISK
 AE0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0432_SP_SET: CULVERT
 AE0432_STAMPING: D 657 1942
 AE0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0432
 AE0432  HISTORY     - Date     Condition        Report By
 AE0432  HISTORY     - 1942     MONUMENTED       CGS
 AE0432  HISTORY     - 20011016 GOOD             LOCSUR
 AE0432
 AE0432                          STATION DESCRIPTION
 AE0432
 AE0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0432'5.7 MI NE FROM EDINBURG.
 AE0432'TO REACH FROM THE HIDALGO COUNTY COURTHOUSE AT EDINBURG.  PROCEED 0.7
 AE0432'MILE NORTHERLY ALONG U. S. HIGHWAY NO. 281 TO SOUTHERN PACIFIC
 AE0432'RAILROAD TRACKS, THENCE GO 5.0 MILES EASTERLY ALONG TRACKS TO SITE OF
 AE0432'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTH HEADWALL OF A
 AE0432'CONCRETE RAILROAD CULVERT, ABOUT 360.0 FEET EAST OF A RAILROAD
 AE0432'CROSSING.  NOTE-- 2.8 MILES WEST OF THE STATION AT LA BLANCA.
 AE0432
 AE0432                          STATION RECOVERY (2001)
 AE0432
 AE0432'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001
 AE0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0700 ***********************************************************************
 AB0700  DESIGNATION -  D 658
 AB0700  PID         -  AB0700
 AB0700  STATE/COUNTY-  TX/HIDALGO
 AB0700  USGS QUAD   -  EDCOUCH (1980)
 AB0700
 AB0700                         *CURRENT SURVEY CONTROL
 AB0700  ___________________________________________________________________
 AB0700* NAD 83(1986)-  26 17 28.     (N)    097 52 49.     (W)     SCALED    
 AB0700* NAVD 88     -        16.007  (meters)      52.52   (feet)  ADJUSTED  
 AB0700  ___________________________________________________________________
 AB0700  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 AB0700  DYNAMIC HT  -          15.981 (meters)      52.43  (feet)  COMP
 AB0700  MODELED GRAV-     979,031.1   (mgal)                       NAVD 88
 AB0700
 AB0700  VERT ORDER  -  SECOND    CLASS 0
 AB0700
 AB0700.The horizontal coordinates were scaled from a topographic map and have
 AB0700.an estimated accuracy of +/- 6 seconds.
 AB0700
 AB0700.The orthometric height was determined by differential leveling
 AB0700.and adjusted by the National Geodetic Survey in June 1991..
 AB0700
 AB0700.The geoid height was determined by GEOID03.
 AB0700
 AB0700.The dynamic height is computed by dividing the NAVD 88
 AB0700.geopotential number by the normal gravity value computed on the
 AB0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0700.degrees latitude (g = 980.6199 gals.).
 AB0700
 AB0700.The modeled gravity was interpolated from observed gravity values.
 AB0700
 AB0700;                    North         East    Units  Estimated Accuracy
 AB0700;SPC TX S     - 5,069,340.      361,890.      MT  (+/- 180 meters Scaled)
 AB0700
 AB0700                          SUPERSEDED SURVEY CONTROL
 AB0700
 AB0700  NGVD 29 (??/??/92)   16.104  (m)           52.83   (f) ADJ UNCH    2 0
 AB0700
 AB0700.Superseded values are not recommended for survey control.
 AB0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0700.See file dsdata.txt to determine how the superseded data were derived.
 AB0700
 AB0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ117084(NAD 83)
 AB0700_MARKER: DB = BENCH MARK DISK
 AB0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0700_STAMPING: D 658 1942
 AB0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0700+STABILITY: SURFACE MOTION
 AB0700
 AB0700  HISTORY     - Date     Condition        Report By
 AB0700  HISTORY     - 1942     MONUMENTED       CGS
 AB0700  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0700  HISTORY     - 20040219 MARK NOT FOUND   GEOCAC
 AB0700
 AB0700                          STATION DESCRIPTION
 AB0700
 AB0700'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0700'3.6 MI NW FROM SANTA ROSA.
 AB0700'3.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AB0700'STATION AT SANTA ROSA, HIDALGO COUNTY, THENCE ABOUT 0.8 MILE NORTH
 AB0700'ALONG A RANCH ROAD.  15 FEET WEST OF THE ROAD, ABOUT 70 FEET SOUTH OF
 AB0700'A JOG IN A NORTH-SOUTH FENCE, 1 FOOT EAST OF THE FENCE, 3 FEET SOUTH
 AB0700'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A
 AB0700'STANDARD DISK, STAMPED D 658 1942 AND SET IN THE TOP OF A CONCRETE
 AB0700'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AB0700
 AB0700                          STATION RECOVERY (2004)
 AB0700
 AB0700'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0700'RAILROAD ABANDONED.  NO FENCE OR WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0353 ***********************************************************************
 AW0353  DESIGNATION -  D 659
 AW0353  PID         -  AW0353
 AW0353  STATE/COUNTY-  TX/HARRIS
 AW0353  USGS QUAD   -  SETTEGAST (1995)
 AW0353
 AW0353                         *CURRENT SURVEY CONTROL
 AW0353  ___________________________________________________________________
 AW0353* NAD 83(1986)-  29 47 20.     (N)    095 18 47.     (W)     SCALED    
 AW0353* NAVD 88     -        13.687  (meters)      44.90   (feet)  ADJUSTED  
 AW0353  ___________________________________________________________________
 AW0353  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW0353  DYNAMIC HT  -          13.668 (meters)      44.84  (feet)  COMP
 AW0353  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 AW0353
 AW0353  VERT ORDER  -  FIRST     CLASS II
 AW0353
 AW0353.The horizontal coordinates were scaled from a topographic map and have
 AW0353.an estimated accuracy of +/- 6 seconds.
 AW0353
 AW0353.The orthometric height was determined by differential leveling
 AW0353.and adjusted by the National Geodetic Survey in June 1991..
 AW0353
 AW0353.The geoid height was determined by GEOID03.
 AW0353
 AW0353.The dynamic height is computed by dividing the NAVD 88
 AW0353.geopotential number by the normal gravity value computed on the
 AW0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0353.degrees latitude (g = 980.6199 gals.).
 AW0353
 AW0353.The modeled gravity was interpolated from observed gravity values.
 AW0353
 AW0353;                    North         East    Units  Estimated Accuracy
 AW0353;SPC TXSC     - 4,222,350.      956,390.      MT  (+/- 180 meters Scaled)
 AW0353
 AW0353                          SUPERSEDED SURVEY CONTROL
 AW0353
 AW0353  NGVD 29 (12/23/87)   13.684  (m)           44.89   (f) ADJUSTED    1 2
 AW0353
 AW0353.Superseded values are not recommended for survey control.
 AW0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0353.See file dsdata.txt to determine how the superseded data were derived.
 AW0353
 AW0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN764976(NAD 83)
 AW0353_MARKER: DB = BENCH MARK DISK
 AW0353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0353_SP_SET: HEADWALL
 AW0353_STAMPING: D 659 1942
 AW0353_MARK LOGO: CGS   
 AW0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0353+STABILITY: SURFACE MOTION
 AW0353
 AW0353  HISTORY     - Date     Condition        Report By
 AW0353  HISTORY     - 1942     MONUMENTED       CGS
 AW0353  HISTORY     - 1972     GOOD             NGS
 AW0353  HISTORY     - 1978     GOOD             NGS
 AW0353  HISTORY     - 1983     GOOD             NGS
 AW0353  HISTORY     - 1986     GOOD             NGS
 AW0353  HISTORY     - 19910316 GOOD             USPSQD
 AW0353  HISTORY     - 19960921 GOOD             USPSQD
 AW0353
 AW0353                          STATION DESCRIPTION
 AW0353
 AW0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0353'3.8 MI NE FROM HOUSTON.
 AW0353'ABOUT 3.8 MILES NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0353'SOUTHERN PACIFIC RAILROAD STATION, SET IN THE TOP OF THE NORTHEAST END
 AW0353'OF THE SOUTHEAST CONCRETE HEADWALL OF A 12-FOOT BOX CULVERT UNDER
 AW0353'LIBERTY RD., 116 FEET SOUTHWEST OF THE WEST CORNER OF THE YARD TOWER
 AW0353'BUILDING 68, 51.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MOST
 AW0353'NORTHWEST TRACK, 17.4 FEET SOUTHEAST OF THE CENTER LINE OF LIBERTY
 AW0353'RD., 3.2 FEET SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 AW0353'HEADWALL.
 AW0353
 AW0353                          STATION RECOVERY (1978)
 AW0353
 AW0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0353'RECOVERED IN GOOD CONDITION.
 AW0353
 AW0353                          STATION RECOVERY (1983)
 AW0353
 AW0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0353'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0353'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0353'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0353'SOUTHERN PACIFIC RAILROAD, THENCE 5.4 KM (3.35 MI) NORTHEAST ALONG THE
 AW0353'RAILROAD TO THE YARD TOWER BUILDING NUMBER 68, SET IN THE TOP OF THE
 AW0353'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER
 AW0353'LIBERTY ROAD, 35.36 METERS (116.0 FT) SOUTHWEST OF THE WEST CORNER OF
 AW0353'THE TOWER BUILDING NUMBER 68, 15.67 METERS (51.4 FT) NORTHWEST OF THE
 AW0353'NORTHWEST RAIL OF THE NORTHWESTERNMOST TRACK, 5.33 METERS (17.5 FT)
 AW0353'SOUTHEAST OF THE CENTERLINE OF LIBERTY ROAD, AND 0.91 METERS (3.0 FT)
 AW0353'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL.
 AW0353'THE MARK IS 0.3 M ABOVE ROAD.
 AW0353
 AW0353                          STATION RECOVERY (1986)
 AW0353
 AW0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0353'RECOVERED IN GOOD CONDITION.
 AW0353
 AW0353                          STATION RECOVERY (1991)
 AW0353
 AW0353'RECOVERY NOTE BY US POWER SQUADRON 1991 (GCM)
 AW0353'RECOVERED IN GOOD CONDITION.
 AW0353
 AW0353                          STATION RECOVERY (1996)
 AW0353
 AW0353'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0011 ***********************************************************************
 BZ0011  DESIGNATION -  D 66
 BZ0011  PID         -  BZ0011
 BZ0011  STATE/COUNTY-  TX/LIMESTONE
 BZ0011  USGS QUAD   -  FALLON (1982)
 BZ0011
 BZ0011                         *CURRENT SURVEY CONTROL
 BZ0011  ___________________________________________________________________
 BZ0011* NAD 83(1986)-  31 36 46.     (N)    096 26 54.     (W)     SCALED    
 BZ0011* NAVD 88     -       149.778  (meters)     491.40   (feet)  ADJUSTED  
 BZ0011  ___________________________________________________________________
 BZ0011  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ0011  DYNAMIC HT  -         149.599 (meters)     490.81  (feet)  COMP
 BZ0011  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 BZ0011
 BZ0011  VERT ORDER  -  FIRST     CLASS II
 BZ0011
 BZ0011.The horizontal coordinates were scaled from a topographic map and have
 BZ0011.an estimated accuracy of +/- 6 seconds.
 BZ0011
 BZ0011.The orthometric height was determined by differential leveling
 BZ0011.and adjusted by the National Geodetic Survey in June 1991..
 BZ0011
 BZ0011.The geoid height was determined by GEOID03.
 BZ0011
 BZ0011.The dynamic height is computed by dividing the NAVD 88
 BZ0011.geopotential number by the normal gravity value computed on the
 BZ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0011.degrees latitude (g = 980.6199 gals.).
 BZ0011
 BZ0011.The modeled gravity was interpolated from observed gravity values.
 BZ0011
 BZ0011;                    North         East    Units  Estimated Accuracy
 BZ0011;SPC TX C     - 3,222,180.    1,068,540.      MT  (+/- 180 meters Scaled)
 BZ0011
 BZ0011                          SUPERSEDED SURVEY CONTROL
 BZ0011
 BZ0011  NGVD 29 (??/??/92)  149.756  (m)          491.32   (f) ADJ UNCH    1 2
 BZ0011
 BZ0011.Superseded values are not recommended for survey control.
 BZ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0011.See file dsdata.txt to determine how the superseded data were derived.
 BZ0011
 BZ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA420003(NAD 83)
 BZ0011_MARKER: DB = BENCH MARK DISK
 BZ0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0011_SP_SET: CULVERT
 BZ0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0011
 BZ0011  HISTORY     - Date     Condition        Report By
 BZ0011  HISTORY     - UNK      MONUMENTED       CGS
 BZ0011  HISTORY     - 1952     GOOD             NGS
 BZ0011  HISTORY     - 1980     POOR             NGS
 BZ0011
 BZ0011                          STATION DESCRIPTION
 BZ0011
 BZ0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0011'0.2 MI E FROM SHILOH.
 BZ0011'0.2 MILE EAST ALONG FARM ROAD 39 FROM ITS JUNCTION WITH A GRAVELED
 BZ0011'ROAD AT SHILOH, 24 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 10
 BZ0011'FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF THE NORTH HEADWALL
 BZ0011'OF A CONCRETE CULVERT, 3 FEET WEST OF THE EAST END OF THE HEADWALL.
 BZ0011
 BZ0011                          STATION RECOVERY (1980)
 BZ0011
 BZ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0011'NOTE-NOT LEVELED TO AT THIS TIME, CANNOT SET ROD ON DISK SHANK DUE TO
 BZ0011'WOOD RETAINING WALL LEANING OVER DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2857 ***********************************************************************
 AW2857  DESIGNATION -  D 660
 AW2857  PID         -  AW2857
 AW2857  STATE/COUNTY-  TX/HARRIS
 AW2857  USGS QUAD   -  MONT BELVIEU (1994)
 AW2857
 AW2857                         *CURRENT SURVEY CONTROL
 AW2857  ___________________________________________________________________
 AW2857* NAD 83(1986)-  29 45 28.     (N)    094 56 17.     (W)     SCALED    
 AW2857* NAVD 88     -         8.33   (+/-2cm)      27.3    (feet)  VERTCON   
 AW2857  ___________________________________________________________________
 AW2857  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW2857
 AW2857  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2857
 AW2857.The horizontal coordinates were scaled from a topographic map and have
 AW2857.an estimated accuracy of +/- 6 seconds.
 AW2857
 AW2857.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2857.The vertical order pertains to the NGVD 29 superseded value.
 AW2857
 AW2857.The geoid height was determined by GEOID03.
 AW2857
 AW2857;                    North         East    Units  Estimated Accuracy
 AW2857;SPC TXSC     - 4,220,100.      992,750.      MT  (+/- 180 meters Scaled)
 AW2857
 AW2857                          SUPERSEDED SURVEY CONTROL
 AW2857
 AW2857  NGVD 29 (??/??/92)    8.328  (m)           27.32   (f) ADJ UNCH    1 2
 AW2857
 AW2857.Superseded values are not recommended for survey control.
 AW2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2857.See file dsdata.txt to determine how the superseded data were derived.
 AW2857
 AW2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN126935(NAD 83)
 AW2857_MARKER: DB = BENCH MARK DISK
 AW2857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2857_SP_SET: CULVERT
 AW2857_STAMPING: D 660 1942
 AW2857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2857
 AW2857  HISTORY     - Date     Condition        Report By
 AW2857  HISTORY     - 1942     MONUMENTED       CGS
 AW2857  HISTORY     - 1963     GOOD             NGS
 AW2857  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2857  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AW2857
 AW2857                          STATION DESCRIPTION
 AW2857
 AW2857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW2857'3.15 MI NE FROM BAYTOWN.
 AW2857'ABOUT 1 BLOCK SOUTH ALONG SOUTH GAILLARD STREET FROM THE POST OFFICE
 AW2857'AT BAYTOWN, THENCE 0.75 MILE EAST ALONG EAST TEXAS AVENUE, THENCE 2.4
 AW2857'MILES NORTHEAST ALONG STATE HIGHWAY 146, 21 1/2 FEET NORTH OF THE
 AW2857'CENTER LINE OF THE HIGHWAY, 56 FEET WEST OF THE CENTER LINE OF THE
 AW2857'CROSBY-CEDAR BAYOU ROAD, 140 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 AW2857'A SERVICE STATION AND STORE, 57 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AW2857'OF THE ASSEMBLY OF GOD CHURCH, AND SET IN THE TOP OF THE WEST END OF
 AW2857'THE NORTH CONCRETE HEAD WALL OF A CULVERT UNDER THE HIGHWAY.
 AW2857
 AW2857                          STATION RECOVERY (1973)
 AW2857
 AW2857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2857'MARK NOT FOUND.
 AW2857
 AW2857                          STATION RECOVERY (1997)
 AW2857
 AW2857'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1242 ***********************************************************************
 BL1242  DESIGNATION -  D 662
 BL1242  PID         -  BL1242
 BL1242  STATE/COUNTY-  TX/HARRIS
 BL1242  USGS QUAD   -  HUFFMAN (1980)
 BL1242
 BL1242                         *CURRENT SURVEY CONTROL
 BL1242  ___________________________________________________________________
 BL1242* NAD 83(1986)-  30 00 15.     (N)    095 06 35.     (W)     SCALED    
 BL1242* NAVD 88     -        17.900  (meters)      58.73   (feet)  ADJUSTED  
 BL1242  ___________________________________________________________________
 BL1242  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1242  DYNAMIC HT  -          17.876 (meters)      58.65  (feet)  COMP
 BL1242  MODELED GRAV-     979,307.9   (mgal)                       NAVD 88
 BL1242
 BL1242  VERT ORDER  -  FIRST     CLASS II
 BL1242
 BL1242.The horizontal coordinates were scaled from a topographic map and have
 BL1242.an estimated accuracy of +/- 6 seconds.
 BL1242
 BL1242.The orthometric height was determined by differential leveling
 BL1242.and adjusted by the National Geodetic Survey in June 1991..
 BL1242
 BL1242.The geoid height was determined by GEOID03.
 BL1242
 BL1242.The dynamic height is computed by dividing the NAVD 88
 BL1242.geopotential number by the normal gravity value computed on the
 BL1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1242.degrees latitude (g = 980.6199 gals.).
 BL1242
 BL1242.The modeled gravity was interpolated from observed gravity values.
 BL1242
 BL1242;                    North         East    Units  Estimated Accuracy
 BL1242;SPC TXSC     - 4,246,830.      975,250.      MT  (+/- 180 meters Scaled)
 BL1242
 BL1242                          SUPERSEDED SURVEY CONTROL
 BL1242
 BL1242  NGVD 29 (12/23/87)   17.898  (m)           58.72   (f) ADJUSTED    1 2
 BL1242
 BL1242.Superseded values are not recommended for survey control.
 BL1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1242.See file dsdata.txt to determine how the superseded data were derived.
 BL1242
 BL1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP965211(NAD 83)
 BL1242_MARKER: DB = BENCH MARK DISK
 BL1242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1242_SP_SET: HEADWALL
 BL1242_STAMPING: D 662 1942
 BL1242_MARK LOGO: CGS   
 BL1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1242+STABILITY: SURFACE MOTION
 BL1242
 BL1242  HISTORY     - Date     Condition        Report By
 BL1242  HISTORY     - 1942     MONUMENTED       CGS
 BL1242  HISTORY     - 1973     GOOD             NGS
 BL1242  HISTORY     - 1978     GOOD             NGS
 BL1242  HISTORY     - 1987     GOOD             NGS
 BL1242  HISTORY     - 19970927 POOR             USPSQD
 BL1242
 BL1242                          STATION DESCRIPTION
 BL1242
 BL1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1242'2.4 MI SW FROM HUFFMAN.
 BL1242'ABOUT 1.4 MILES SOUTH ALONG FARM ROAD 2100 FROM THE POST OFFICE AT
 BL1242'HUFFMAN, THENCE 1.0 MILE WEST ALONG ATASCOCITA ROAD, ABOUT 0.1 MILE
 BL1242'WEST OF THE CROSSING OF THE MISSOURI PACIFIC RAILROAD, SET IN THE TOP
 BL1242'OF THE WEST END OF THE SOUTH CONCRETE HEADWALL FOR A 9-BY-12 FOOT BOX
 BL1242'CULVERT, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF
 BL1242'THE WEST END OF THE HEADWALL, 142 FEET EAST OF THE CENTER LINE OF A
 BL1242'GRAVELED ROAD LEADING SOUTH, ABOUT LEVEL WITH THE ROAD.
 BL1242
 BL1242                          STATION RECOVERY (1978)
 BL1242
 BL1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1242'RECOVERED IN GOOD CONDITION.
 BL1242
 BL1242                          STATION RECOVERY (1987)
 BL1242
 BL1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1242'RECOVERED IN GOOD CONDITION.
 BL1242
 BL1242                          STATION RECOVERY (1997)
 BL1242
 BL1242'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1242'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0505 ***********************************************************************
 BL0505  DESIGNATION -  D 663
 BL0505  PID         -  BL0505
 BL0505  STATE/COUNTY-  TX/LIBERTY
 BL0505  USGS QUAD   -  LIBERTY (1984)
 BL0505
 BL0505                         *CURRENT SURVEY CONTROL
 BL0505  ___________________________________________________________________
 BL0505* NAD 83(1986)-  30 02 11.     (N)    094 46 36.     (W)     SCALED    
 BL0505* NAVD 88     -        12.08   (+/-2cm)      39.6    (feet)  VERTCON   
 BL0505  ___________________________________________________________________
 BL0505  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0505
 BL0505  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0505
 BL0505.The horizontal coordinates were scaled from a topographic map and have
 BL0505.an estimated accuracy of +/- 6 seconds.
 BL0505
 BL0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0505.The vertical order pertains to the NGVD 29 superseded value.
 BL0505
 BL0505.The geoid height was determined by GEOID03.
 BL0505
 BL0505;                    North         East    Units  Estimated Accuracy
 BL0505;SPC TX C     - 3,054,370.    1,235,740.      MT  (+/- 180 meters Scaled)
 BL0505
 BL0505                          SUPERSEDED SURVEY CONTROL
 BL0505
 BL0505  NGVD 29 (??/??/92)   12.086  (m)           39.65   (f) ADJ UNCH    1 2
 BL0505
 BL0505.Superseded values are not recommended for survey control.
 BL0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0505.See file dsdata.txt to determine how the superseded data were derived.
 BL0505
 BL0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP286241(NAD 83)
 BL0505_MARKER: DB = BENCH MARK DISK
 BL0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0505_SP_SET: CULVERT
 BL0505_STAMPING: D 663 1942
 BL0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0505
 BL0505  HISTORY     - Date     Condition        Report By
 BL0505  HISTORY     - 1942     MONUMENTED       CGS
 BL0505  HISTORY     - 1959     GOOD             NGS
 BL0505  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 BL0505  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BL0505  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 BL0505
 BL0505                          STATION DESCRIPTION
 BL0505
 BL0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL0505'2.5 MI SE FROM LIBERTY.
 BL0505'ABOUT 0.8 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE TEXAS AND NEW
 BL0505'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 1.7 MILE SOUTHEAST
 BL0505'ALONG FARM ROAD 563, 15 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BL0505'ABOUT 0.4 MILE SOUTH OF A CEMETERY, ABOUT 0.2 MILE NORTH OF A CURVE IN
 BL0505'THE ROAD, IN THE TOP AND CENTER OF THE EAST HEAD WALL OF A CONCRETE
 BL0505'CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 BL0505
 BL0505                          STATION RECOVERY (1996)
 BL0505
 BL0505'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0505'MARK NOT FOUND.
 BL0505
 BL0505                          STATION RECOVERY (2003)
 BL0505
 BL0505'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0505'MARK NOT FOUND.
 BL0505
 BL0505                          STATION RECOVERY (2005)
 BL0505
 BL0505'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2335 ***********************************************************************
 BL2335  DESIGNATION -  D 663 RESET
 BL2335  PID         -  BL2335
 BL2335  STATE/COUNTY-  TX/LIBERTY
 BL2335  USGS QUAD   -  LIBERTY (1984)
 BL2335
 BL2335                         *CURRENT SURVEY CONTROL
 BL2335  ___________________________________________________________________
 BL2335* NAD 83(1986)-  30 02 11.     (N)    094 46 36.     (W)     SCALED    
 BL2335* NAVD 88     -        11.63   (+/-2cm)      38.2    (feet)  VERTCON   
 BL2335  ___________________________________________________________________
 BL2335  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL2335
 BL2335  VERT ORDER  -  THIRD (See Below)
 BL2335
 BL2335.The horizontal coordinates were scaled from a topographic map and have
 BL2335.an estimated accuracy of +/- 6 seconds.
 BL2335
 BL2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2335.The vertical order pertains to the NGVD 29 superseded value.
 BL2335
 BL2335.The geoid height was determined by GEOID03.
 BL2335
 BL2335;                    North         East    Units  Estimated Accuracy
 BL2335;SPC TX C     - 3,054,370.    1,235,740.      MT  (+/- 180 meters Scaled)
 BL2335
 BL2335                          SUPERSEDED SURVEY CONTROL
 BL2335
 BL2335  NGVD 29 (01/29/03)   11.63   (m)           38.2    (f) RESET       3  
 BL2335
 BL2335.Superseded values are not recommended for survey control.
 BL2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2335.See file dsdata.txt to determine how the superseded data were derived.
 BL2335
 BL2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP286241(NAD 83)
 BL2335_MARKER: DB = BENCH MARK DISK
 BL2335_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2335_SP_SET: CULVERT
 BL2335_STAMPING: D 663 RESET 1980
 BL2335_MARK LOGO: NGS   
 BL2335_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2335+STABILITY: SURFACE MOTION
 BL2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2335+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 BL2335
 BL2335  HISTORY     - Date     Condition        Report By
 BL2335  HISTORY     - 1980     MONUMENTED       TXHD
 BL2335  HISTORY     - 19960815 GOOD             USPSQD
 BL2335  HISTORY     - 20031004 GOOD             USPSQD
 BL2335  HISTORY     - 20050306 GOOD             USPSQD
 BL2335
 BL2335                          STATION DESCRIPTION
 BL2335
 BL2335'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1980
 BL2335'0.8 MI (1.3 KM) EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 BL2335'ORLEANS RAILROAD STATION IN LIBERTY, THENCE ABOUT 1.7 MI (2.7 KM)
 BL2335'SOUTHEAST ALONG FARM ROAD 563, 25.0 FT (7.6 M) EAST OF THE CENTER LINE
 BL2335'OF THE ROAD, ABOUT 0.4 MI (0.6 KM) SOUTH OF A CEMETARY, ABOUT 0.2 MI
 BL2335'(0.3 KM) NORTH OF A CURVE IN THE ROAD, IN THE TOP AND CENTER OF THE
 BL2335'EAST END OF A CONCRERT CULVERT.
 BL2335
 BL2335                          STATION RECOVERY (1996)
 BL2335
 BL2335'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2335'RECOVERED IN GOOD CONDITION.
 BL2335
 BL2335                          STATION RECOVERY (2003)
 BL2335
 BL2335'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL2335'RECOVERED IN GOOD CONDITION.
 BL2335
 BL2335                          STATION RECOVERY (2005)
 BL2335
 BL2335'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3080 ***********************************************************************
 AW3080  DESIGNATION -  D 664
 AW3080  PID         -  AW3080
 AW3080  STATE/COUNTY-  TX/LIBERTY
 AW3080  USGS QUAD   -  SHILOH (1993)
 AW3080
 AW3080                         *CURRENT SURVEY CONTROL
 AW3080  ___________________________________________________________________
 AW3080* NAD 83(1986)-  29 55 49.     (N)    094 44 11.     (W)     SCALED    
 AW3080* NAVD 88     -         8.71   (+/-2cm)      28.6    (feet)  VERTCON   
 AW3080  ___________________________________________________________________
 AW3080  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW3080
 AW3080  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3080
 AW3080.The horizontal coordinates were scaled from a topographic map and have
 AW3080.an estimated accuracy of +/- 6 seconds.
 AW3080
 AW3080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3080.The vertical order pertains to the NGVD 29 superseded value.
 AW3080
 AW3080.The geoid height was determined by GEOID03.
 AW3080
 AW3080;                    North         East    Units  Estimated Accuracy
 AW3080;SPC TX C     - 3,042,820.    1,240,210.      MT  (+/- 180 meters Scaled)
 AW3080
 AW3080                          SUPERSEDED SURVEY CONTROL
 AW3080
 AW3080  NGVD 29 (??/??/92)    8.713  (m)           28.59   (f) ADJ UNCH    1 2
 AW3080
 AW3080.Superseded values are not recommended for survey control.
 AW3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3080.See file dsdata.txt to determine how the superseded data were derived.
 AW3080
 AW3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP323123(NAD 83)
 AW3080_MARKER: DB = BENCH MARK DISK
 AW3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3080_STAMPING: D 664 1942
 AW3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3080+STABILITY: SURFACE MOTION
 AW3080
 AW3080  HISTORY     - Date     Condition        Report By
 AW3080  HISTORY     - 1942     MONUMENTED       CGS
 AW3080  HISTORY     - 1959     GOOD             NGS
 AW3080  HISTORY     - 19890428 MARK NOT FOUND   USPSQD
 AW3080  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 AW3080
 AW3080                          STATION DESCRIPTION
 AW3080
 AW3080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3080'13.0 MI SE FROM LIBERTY.
 AW3080'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3080'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 10.15 MILES
 AW3080'SOUTHEAST ALONG FARM ROAD 563, THENCE ABOUT 2.05 MILES WEST ALONG A
 AW3080'SHELL ROAD, 29 FEET EAST OF THE CENTER LINE OF THE ROAD, 190 FEET
 AW3080'SOUTH OF A SHARP TURN IN THE ROAD, 50 FEET SOUTHWEST OF THE SOUTHWEST
 AW3080'CORNER OF AN OLD CHURCH, 71 FEET NORTH OF A GROUP OF 4 LARGE OAK
 AW3080'TREES, 0.8 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 AW3080'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 AW3080'INCHES.
 AW3080
 AW3080                          STATION RECOVERY (1989)
 AW3080
 AW3080'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW3080'MARK NOT FOUND.
 AW3080
 AW3080                          STATION RECOVERY (2005)
 AW3080
 AW3080'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2884 ***********************************************************************
 AW2884  DESIGNATION -  D 665
 AW2884  PID         -  AW2884
 AW2884  STATE/COUNTY-  TX/LIBERTY
 AW2884  USGS QUAD   -  MOSS BLUFF (1993)
 AW2884
 AW2884                         *CURRENT SURVEY CONTROL
 AW2884  ___________________________________________________________________
 AW2884* NAD 83(1986)-  29 56 09.     (N)    094 50 13.     (W)     SCALED    
 AW2884* NAVD 88     -        14.35   (+/-2cm)      47.1    (feet)  VERTCON   
 AW2884  ___________________________________________________________________
 AW2884  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW2884
 AW2884  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2884
 AW2884.The horizontal coordinates were scaled from a topographic map and have
 AW2884.an estimated accuracy of +/- 6 seconds.
 AW2884
 AW2884.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2884.The vertical order pertains to the NGVD 29 superseded value.
 AW2884
 AW2884.The geoid height was determined by GEOID03.
 AW2884
 AW2884;                    North         East    Units  Estimated Accuracy
 AW2884;SPC TX C     - 3,042,950.    1,230,480.      MT  (+/- 180 meters Scaled)
 AW2884
 AW2884                          SUPERSEDED SURVEY CONTROL
 AW2884
 AW2884  NGVD 29 (??/??/92)   14.354  (m)           47.09   (f) ADJ UNCH    1 2
 AW2884
 AW2884.Superseded values are not recommended for survey control.
 AW2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2884.See file dsdata.txt to determine how the superseded data were derived.
 AW2884
 AW2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP227130(NAD 83)
 AW2884_MARKER: DB = BENCH MARK DISK
 AW2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2884_STAMPING: D 665 1942
 AW2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2884+STABILITY: SURFACE MOTION
 AW2884
 AW2884  HISTORY     - Date     Condition        Report By
 AW2884  HISTORY     - 1942     MONUMENTED       CGS
 AW2884  HISTORY     - 1959     GOOD             NGS
 AW2884  HISTORY     - 1964     GOOD             NGS
 AW2884  HISTORY     - 20040315 MARK NOT FOUND   USPSQD
 AW2884
 AW2884                          STATION DESCRIPTION
 AW2884
 AW2884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2884'8.85 MI SE FROM DAYTON.
 AW2884'ABOUT 0.15 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE DAYTON HIGH
 AW2884'SCHOOL AT DAYTON, THENCE ABOUT 8.7 MILES SOUTHEAST ALONG FARM ROAD
 AW2884'1409, 45 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 300 FEET
 AW2884'SOUTHEAST OF A CURVE IN THE ROAD, 1 1/2 FEET SOUTHWEST OF A FENCE, 0.8
 AW2884'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 AW2884'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW2884
 AW2884                          STATION RECOVERY (1964)
 AW2884
 AW2884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2884'RECOVERED IN GOOD CONDITION.
 AW2884
 AW2884                          STATION RECOVERY (2004)
 AW2884
 AW2884'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3420 ***********************************************************************
 AW3420  DESIGNATION -  D 667
 AW3420  PID         -  AW3420
 AW3420  STATE/COUNTY-  TX/HARRIS
 AW3420  USGS QUAD   -  HUMBLE (1995)
 AW3420
 AW3420                         *CURRENT SURVEY CONTROL
 AW3420  ___________________________________________________________________
 AW3420* NAD 83(1986)-  29 55 51.     (N)    095 18 01.     (W)     SCALED    
 AW3420* NAVD 88     -        22.36   (+/-2cm)      73.4    (feet)  VERTCON   
 AW3420  ___________________________________________________________________
 AW3420  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3420
 AW3420  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3420
 AW3420.The horizontal coordinates were scaled from a topographic map and have
 AW3420.an estimated accuracy of +/- 6 seconds.
 AW3420
 AW3420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3420.The vertical order pertains to the NGVD 29 superseded value.
 AW3420
 AW3420.The geoid height was determined by GEOID03.
 AW3420
 AW3420;                    North         East    Units  Estimated Accuracy
 AW3420;SPC TXSC     - 4,238,110.      957,130.      MT  (+/- 180 meters Scaled)
 AW3420
 AW3420                          SUPERSEDED SURVEY CONTROL
 AW3420
 AW3420  NGVD 29 (??/??/92)   22.363  (m)           73.37   (f) ADJ UNCH    2 0
 AW3420
 AW3420.Superseded values are not recommended for survey control.
 AW3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3420.See file dsdata.txt to determine how the superseded data were derived.
 AW3420
 AW3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP779133(NAD 83)
 AW3420_MARKER: DB = BENCH MARK DISK
 AW3420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3420_SP_SET: CULVERT
 AW3420_STAMPING: D 667 1942
 AW3420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3420
 AW3420  HISTORY     - Date     Condition        Report By
 AW3420  HISTORY     - 1942     MONUMENTED       CGS
 AW3420  HISTORY     - 1954     GOOD             NGS
 AW3420  HISTORY     - 1967     MARK NOT FOUND   USGS
 AW3420  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 AW3420
 AW3420                          STATION DESCRIPTION
 AW3420
 AW3420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3420'3.55 MI E FROM ALDINE.
 AW3420'3.55 MILES EAST ALONG FARM ROAD 525 FROM THE NEW SENIOR HIGH SCHOOL AT
 AW3420'ALDINE, 170 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 38.5 FEET
 AW3420'WEST OF THE CENTER LINE OF U.S. HIGHWAY 59, SET IN THE TOP OF THE EAST
 AW3420'END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER AN ABANDONED
 AW3420'DRIVEWAY LEADING WEST.  NOTE-- BENCH MARK NOT FOUND.  THE AREA IS NOW
 AW3420'UNDER CONSTRUCTION (HWY 59).
 AW3420
 AW3420                          STATION RECOVERY (1967)
 AW3420
 AW3420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AW3420'MARK NOT FOUND.
 AW3420
 AW3420                          STATION RECOVERY (2004)
 AW3420
 AW3420'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0860 ***********************************************************************
 AW0860  DESIGNATION -  D 668 RESET 1955
 AW0860  PID         -  AW0860
 AW0860  STATE/COUNTY-  TX/HARRIS
 AW0860  USGS QUAD   -  ALDINE (1995)
 AW0860
 AW0860                         *CURRENT SURVEY CONTROL
 AW0860  ___________________________________________________________________
 AW0860* NAD 83(1986)-  29 56 22.     (N)    095 24 49.     (W)     SCALED    
 AW0860* NAVD 88     -        27.44   (+/-2cm)      90.0    (feet)  VERTCON   
 AW0860  ___________________________________________________________________
 AW0860  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW0860
 AW0860  VERT ORDER  -  THIRD (See Below)
 AW0860
 AW0860.The horizontal coordinates were scaled from a topographic map and have
 AW0860.an estimated accuracy of +/- 6 seconds.
 AW0860
 AW0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0860.The vertical order pertains to the NGVD 29 superseded value.
 AW0860
 AW0860.The geoid height was determined by GEOID03.
 AW0860
 AW0860;                    North         East    Units  Estimated Accuracy
 AW0860;SPC TXSC     - 4,238,730.      946,170.      MT  (+/- 180 meters Scaled)
 AW0860
 AW0860                          SUPERSEDED SURVEY CONTROL
 AW0860
 AW0860  NGVD 29 (01/29/03)   27.43   (m)           90.0    (f) RESET       3  
 AW0860
 AW0860.Superseded values are not recommended for survey control.
 AW0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0860.See file dsdata.txt to determine how the superseded data were derived.
 AW0860
 AW0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP670145(NAD 83)
 AW0860_MARKER: DB = BENCH MARK DISK
 AW0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0860_STAMPING: D 668 RESET 1955
 AW0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0860+STABILITY: SURFACE MOTION
 AW0860
 AW0860  HISTORY     - Date     Condition        Report By
 AW0860  HISTORY     - 1955     MONUMENTED       TXHD
 AW0860  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0860
 AW0860                          STATION DESCRIPTION
 AW0860
 AW0860'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AW0860'1.4 MI W FROM ALDINE.
 AW0860'1.4 MILES WEST ALONG THE ALDINE ROAD FROM THE MAGNOLIA PIPE LINE CO.
 AW0860'BOOSTER STATION AT ALDINE, HARRIS COUNTY, 0.5 MILE NORTH ALONG U.S.
 AW0860'HIGHWAY 75.  0.1 NORTH OF A SERVICE STATION, AT A CONCRETE CULVERT, 32
 AW0860'FEET NORTH AND 34 FEET WEST OF THE CENTER OF THE WEST HEADWALL, AND AT
 AW0860'AN OLD FENCE LINE.  A STANDARD DISK, STAMPED D 668 RESET 1955 AND SET
 AW0860'IN THE TOP OF A CONCRETE POST.
 AW0860
 AW0860                          STATION RECOVERY (1978)
 AW0860
 AW0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0860'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1025 ***********************************************************************
 AB1025  DESIGNATION -  D 670
 AB1025  PID         -  AB1025
 AB1025  STATE/COUNTY-  TX/KENEDY
 AB1025  USGS QUAD   -  SALTILLO WELL (1975)
 AB1025
 AB1025                         *CURRENT SURVEY CONTROL
 AB1025  ___________________________________________________________________
 AB1025* NAD 83(1986)-  26 47 05.     (N)    097 43 41.     (W)     SCALED    
 AB1025* NAVD 88     -         7.084  (meters)      23.24   (feet)  ADJUSTED  
 AB1025  ___________________________________________________________________
 AB1025  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AB1025  DYNAMIC HT  -           7.073 (meters)      23.21  (feet)  COMP
 AB1025  MODELED GRAV-     979,070.9   (mgal)                       NAVD 88
 AB1025
 AB1025  VERT ORDER  -  SECOND    CLASS 0
 AB1025
 AB1025.The horizontal coordinates were scaled from a topographic map and have
 AB1025.an estimated accuracy of +/- 6 seconds.
 AB1025
 AB1025.The orthometric height was determined by differential leveling
 AB1025.and adjusted by the National Geodetic Survey in June 1991..
 AB1025
 AB1025.The geoid height was determined by GEOID03.
 AB1025
 AB1025.The dynamic height is computed by dividing the NAVD 88
 AB1025.geopotential number by the normal gravity value computed on the
 AB1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1025.degrees latitude (g = 980.6199 gals.).
 AB1025
 AB1025.The modeled gravity was interpolated from observed gravity values.
 AB1025
 AB1025;                    North         East    Units  Estimated Accuracy
 AB1025;SPC TX S     - 5,124,110.      376,760.      MT  (+/- 180 meters Scaled)
 AB1025
 AB1025                          SUPERSEDED SURVEY CONTROL
 AB1025
 AB1025  NGVD 29 (??/??/92)    7.169  (m)           23.52   (f) ADJ UNCH    2 0
 AB1025
 AB1025.Superseded values are not recommended for survey control.
 AB1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1025.See file dsdata.txt to determine how the superseded data were derived.
 AB1025
 AB1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ264632(NAD 83)
 AB1025_MARKER: DB = BENCH MARK DISK
 AB1025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB1025_SP_SET: CATTLE GUARD
 AB1025_STAMPING: D 670 1942
 AB1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1025
 AB1025  HISTORY     - Date     Condition        Report By
 AB1025  HISTORY     - 1942     MONUMENTED       CGS
 AB1025
 AB1025                          STATION DESCRIPTION
 AB1025
 AB1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1025'3.3 MI E FROM NORIAS.
 AB1025'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORIAS, PROCEED
 AB1025'EASTERLY ON GRADED ROAD TO THE NORIAS RANCH HEADQUARTERS AND GO 3.3
 AB1025'MILES TO A CATTLE GUARD AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AB1025'HORIZONTALLY IN TOP OF THE SOUTHWEST CORNER OF THE CATTLE GUARD, IT IS
 AB1025'6.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AB1025'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0490 ***********************************************************************
 AB0490  DESIGNATION -  D 671
 AB0490  PID         -  AB0490
 AB0490  STATE/COUNTY-  TX/WILLACY
 AB0490  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0490
 AB0490                         *CURRENT SURVEY CONTROL
 AB0490  ___________________________________________________________________
 AB0490* NAD 83(1986)-  26 28 56.     (N)    097 43 26.     (W)     SCALED    
 AB0490* NAVD 88     -         8.422  (meters)      27.63   (feet)  ADJUSTED  
 AB0490  ___________________________________________________________________
 AB0490  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB0490  DYNAMIC HT  -           8.408 (meters)      27.59  (feet)  COMP
 AB0490  MODELED GRAV-     979,050.3   (mgal)                       NAVD 88
 AB0490
 AB0490  VERT ORDER  -  SECOND    CLASS 0
 AB0490
 AB0490.The horizontal coordinates were scaled from a topographic map and have
 AB0490.an estimated accuracy of +/- 6 seconds.
 AB0490
 AB0490.The orthometric height was determined by differential leveling
 AB0490.and adjusted by the National Geodetic Survey in June 1991..
 AB0490
 AB0490.The geoid height was determined by GEOID03.
 AB0490
 AB0490.The dynamic height is computed by dividing the NAVD 88
 AB0490.geopotential number by the normal gravity value computed on the
 AB0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0490.degrees latitude (g = 980.6199 gals.).
 AB0490
 AB0490.The modeled gravity was interpolated from observed gravity values.
 AB0490
 AB0490;                    North         East    Units  Estimated Accuracy
 AB0490;SPC TX S     - 5,090,600.      377,380.      MT  (+/- 180 meters Scaled)
 AB0490
 AB0490                          SUPERSEDED SURVEY CONTROL
 AB0490
 AB0490  NGVD 29 (??/??/92)    8.478  (m)           27.81   (f) ADJ UNCH    2 0
 AB0490
 AB0490.Superseded values are not recommended for survey control.
 AB0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0490.See file dsdata.txt to determine how the superseded data were derived.
 AB0490
 AB0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ271297(NAD 83)
 AB0490_MARKER: DB = BENCH MARK DISK
 AB0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0490_STAMPING: D 671 1942
 AB0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0490+STABILITY: SURFACE MOTION
 AB0490
 AB0490  HISTORY     - Date     Condition        Report By
 AB0490  HISTORY     - 1942     MONUMENTED       CGS
 AB0490  HISTORY     - 1964     MARK NOT FOUND   NGS
 AB0490
 AB0490                          STATION DESCRIPTION
 AB0490
 AB0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AB0490'3.6 MI E FROM RAYMONDVILLE.
 AB0490'3.6 MILES EAST ALONG STATE HIGHWAY 186 FROM THE MISSOURI PACIFIC
 AB0490'RAILROAD STATION AT RAYMONDVILLE, WILLACY COUNTY, AT A DIVISION FENCE
 AB0490'CORNER, AT THE JUNCTION OF A TRACK ROAD LEADING SOUTH, DIRECTLY ACROSS
 AB0490'THE HIGHWAY FROM THE ROAD, 35 FEET NORTH OF AND ABOUT LEVEL WITH THE
 AB0490'CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF A WHITE WOODEN WITNESS
 AB0490'POST, AND 2 FEET WEST OF THE FENCE CORNER.  A STANDARD DISK, STAMPED D
 AB0490'671 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AB0490'ABOVE GROUND.  NOTE-- THE SITE AT THE MARK IS NOW A FIELD IN
 AB0490'IRRIGATION.  IT IS BELIEVED THE MARK IS COVERED BY CULTIVATION, OR HAS
 AB0490'BEEN DESTROYED WHEN STATE HIGHWAY 186 WAS RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1061 ***********************************************************************
 AB1061  DESIGNATION -  D 672
 AB1061  PID         -  AB1061
 AB1061  STATE/COUNTY-  TX/KENEDY
 AB1061  USGS QUAD   -  SALTILLO WELL (1975)
 AB1061
 AB1061                         *CURRENT SURVEY CONTROL
 AB1061  ___________________________________________________________________
 AB1061* NAD 83(1986)-  26 46 34.     (N)    097 39 00.     (W)     SCALED    
 AB1061* NAVD 88     -         5.891  (meters)      19.33   (feet)  ADJUSTED  
 AB1061  ___________________________________________________________________
 AB1061  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AB1061  DYNAMIC HT  -           5.881 (meters)      19.29  (feet)  COMP
 AB1061  MODELED GRAV-     979,075.6   (mgal)                       NAVD 88
 AB1061
 AB1061  VERT ORDER  -  SECOND    CLASS 0
 AB1061
 AB1061.The horizontal coordinates were scaled from a topographic map and have
 AB1061.an estimated accuracy of +/- 6 seconds.
 AB1061
 AB1061.The orthometric height was determined by differential leveling
 AB1061.and adjusted by the National Geodetic Survey in June 1991..
 AB1061
 AB1061.The geoid height was determined by GEOID03.
 AB1061
 AB1061.The dynamic height is computed by dividing the NAVD 88
 AB1061.geopotential number by the normal gravity value computed on the
 AB1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1061.degrees latitude (g = 980.6199 gals.).
 AB1061
 AB1061.The modeled gravity was interpolated from observed gravity values.
 AB1061
 AB1061;                    North         East    Units  Estimated Accuracy
 AB1061;SPC TX S     - 5,123,200.      384,520.      MT  (+/- 180 meters Scaled)
 AB1061
 AB1061                          SUPERSEDED SURVEY CONTROL
 AB1061
 AB1061  NGVD 29 (??/??/92)    5.973  (m)           19.60   (f) ADJ UNCH    2 0
 AB1061
 AB1061.Superseded values are not recommended for survey control.
 AB1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1061.See file dsdata.txt to determine how the superseded data were derived.
 AB1061
 AB1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ342623(NAD 83)
 AB1061_MARKER: DB = BENCH MARK DISK
 AB1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1061_STAMPING: D 672 1942
 AB1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1061+STABILITY: SURFACE MOTION
 AB1061
 AB1061  HISTORY     - Date     Condition        Report By
 AB1061  HISTORY     - 1942     MONUMENTED       CGS
 AB1061
 AB1061                          STATION DESCRIPTION
 AB1061
 AB1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1061'4.4 MI NE FROM NORIAS RANCH.
 AB1061'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1061'TRACK ROAD AND GO 1.4 MILES TO A GATE AND FORK IN ROAD, PASS THROUGH
 AB1061'GATE AND TAKE LEFT FORK (ROAD TO SANTA CRUZ WINDMILL) AND CONTINUE
 AB1061'NORTHEASTERLY 3.0 MILES TO THE EAST SLOPE OF A SMALL HILL AND SITE OF
 AB1061'BENCH MARK.  BENCH MARK IS 14.0 FEET NORTH OF AND ABOUT THE SAME
 AB1061'ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET EAST OF A 4 BY 4
 AB1061'INCH WOODEN MARKER POST AND IN THE WEST EDGE OF A MESQUITE THICKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1077 ***********************************************************************
 AB1077  DESIGNATION -  D 673
 AB1077  PID         -  AB1077
 AB1077  STATE/COUNTY-  TX/WILLACY
 AB1077  USGS QUAD   -  SAN PERLITA NORTH (1975)
 AB1077
 AB1077                         *CURRENT SURVEY CONTROL
 AB1077  ___________________________________________________________________
 AB1077* NAD 83(1986)-  26 34 43.     (N)    097 39 38.     (W)     SCALED    
 AB1077* NAVD 88     -         5.831  (meters)      19.13   (feet)  ADJUSTED  
 AB1077  ___________________________________________________________________
 AB1077  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AB1077  DYNAMIC HT  -           5.822 (meters)      19.10  (feet)  COMP
 AB1077  MODELED GRAV-     979,061.6   (mgal)                       NAVD 88
 AB1077
 AB1077  VERT ORDER  -  SECOND    CLASS 0
 AB1077
 AB1077.The horizontal coordinates were scaled from a topographic map and have
 AB1077.an estimated accuracy of +/- 6 seconds.
 AB1077
 AB1077.The orthometric height was determined by differential leveling
 AB1077.and adjusted by the National Geodetic Survey in June 1991..
 AB1077
 AB1077.The geoid height was determined by GEOID03.
 AB1077
 AB1077.The dynamic height is computed by dividing the NAVD 88
 AB1077.geopotential number by the normal gravity value computed on the
 AB1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1077.degrees latitude (g = 980.6199 gals.).
 AB1077
 AB1077.The modeled gravity was interpolated from observed gravity values.
 AB1077
 AB1077;                    North         East    Units  Estimated Accuracy
 AB1077;SPC TX S     - 5,101,320.      383,620.      MT  (+/- 180 meters Scaled)
 AB1077
 AB1077                          SUPERSEDED SURVEY CONTROL
 AB1077
 AB1077  NGVD 29 (??/??/92)    5.901  (m)           19.36   (f) ADJ UNCH    2 0
 AB1077
 AB1077.Superseded values are not recommended for survey control.
 AB1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1077.See file dsdata.txt to determine how the superseded data were derived.
 AB1077
 AB1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ333404(NAD 83)
 AB1077_MARKER: DB = BENCH MARK DISK
 AB1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1077_STAMPING: D 673 1942
 AB1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1077+STABILITY: SURFACE MOTION
 AB1077
 AB1077  HISTORY     - Date     Condition        Report By
 AB1077  HISTORY     - 1942     MONUMENTED       CGS
 AB1077  HISTORY     - 1956     GOOD             USGS
 AB1077
 AB1077                          STATION DESCRIPTION
 AB1077
 AB1077'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1077'4.0 MI N FROM SAUZ RANCH.
 AB1077'EL SAUZ RANCH, 6.8 MILES NORTH ALONG MAIN ROAD TO A ROAD JUNCTION,
 AB1077'THEN CONTINUE NORTH ALONG ROAD FOR 0.4 MILE TO OLD COUNTY LINE, THEN
 AB1077'WEST ALONG OLD COUNTY LINE FOR 4.4 MILES.  BENCH MARK IS 45 FEET NORTH
 AB1077'OF COUNTY LINE AND ABOUT 400 FEET EAST OF A TRAIL JUNCTION TO THE
 AB1077'NORTHWEST, AND SET IN THE TOP OF A CONCRETE POST, PROJECTING 0.6 FEET
 AB1077'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0596 ***********************************************************************
 AB0596  DESIGNATION -  D 675
 AB0596  PID         -  AB0596
 AB0596  STATE/COUNTY-  TX/CAMERON
 AB0596  USGS QUAD   -  RIO HONDO (1980)
 AB0596
 AB0596                         *CURRENT SURVEY CONTROL
 AB0596  ___________________________________________________________________
 AB0596* NAD 83(1986)-  26 14 50.     (N)    097 37 18.     (W)     SCALED    
 AB0596* NAVD 88     -         9.045  (meters)      29.68   (feet)  ADJUSTED  
 AB0596  ___________________________________________________________________
 AB0596  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AB0596  DYNAMIC HT  -           9.031 (meters)      29.63  (feet)  COMP
 AB0596  MODELED GRAV-     979,043.8   (mgal)                       NAVD 88
 AB0596
 AB0596  VERT ORDER  -  SECOND    CLASS 0
 AB0596
 AB0596.The horizontal coordinates were scaled from a topographic map and have
 AB0596.an estimated accuracy of +/- 6 seconds.
 AB0596
 AB0596.The orthometric height was determined by differential leveling
 AB0596.and adjusted by the National Geodetic Survey in June 1991..
 AB0596
 AB0596.The geoid height was determined by GEOID03.
 AB0596
 AB0596.The dynamic height is computed by dividing the NAVD 88
 AB0596.geopotential number by the normal gravity value computed on the
 AB0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0596.degrees latitude (g = 980.6199 gals.).
 AB0596
 AB0596.The modeled gravity was interpolated from observed gravity values.
 AB0596
 AB0596;                    North         East    Units  Estimated Accuracy
 AB0596;SPC TX S     - 5,064,630.      387,750.      MT  (+/- 180 meters Scaled)
 AB0596
 AB0596                          SUPERSEDED SURVEY CONTROL
 AB0596
 AB0596  NGVD 29 (??/??/92)    9.139  (m)           29.98   (f) ADJ UNCH    2 0
 AB0596
 AB0596.Superseded values are not recommended for survey control.
 AB0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0596.See file dsdata.txt to determine how the superseded data were derived.
 AB0596
 AB0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ376037(NAD 83)
 AB0596_MARKER: DB = BENCH MARK DISK
 AB0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0596_STAMPING: D 675 1942
 AB0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0596+STABILITY: SURFACE MOTION
 AB0596
 AB0596  HISTORY     - Date     Condition        Report By
 AB0596  HISTORY     - 1942     MONUMENTED       CGS
 AB0596
 AB0596                          STATION DESCRIPTION
 AB0596
 AB0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0596'6.9 MI E FROM COMBES.
 AB0596'TO REACH FROM THE POST OFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0596'ROAD, GO 6.4 MILES TO END OF PAVEMENT, CONTINUE EASTERLY ON GRADED
 AB0596'ROAD AND GO 0.5 MILE TO A T ROAD INTERSECTION AND SITE OF BENCH MARK.
 AB0596'BENCH MARK IS ABOUT 150 FEET WEST OF THE CENTER OF THE INTERSECTION.
 AB0596'27 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AB0596'ROAD.  3.0 FEET NORTH OF A POWER LINE POLE.  3.0 FEET EAST OF A 4 BY 4
 AB0596'INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0597 ***********************************************************************
 AB0597  DESIGNATION -  D 675 RESET 1947
 AB0597  PID         -  AB0597
 AB0597  STATE/COUNTY-  TX/CAMERON
 AB0597  USGS QUAD   -  RIO HONDO (1980)
 AB0597
 AB0597                         *CURRENT SURVEY CONTROL
 AB0597  ___________________________________________________________________
 AB0597* NAD 83(1986)-  26 14 50.     (N)    097 37 18.     (W)     SCALED    
 AB0597* NAVD 88     -         8.95   (meters)      29.4    (feet)  RESET     
 AB0597  ___________________________________________________________________
 AB0597  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AB0597
 AB0597  VERT ORDER  -  THIRD
 AB0597
 AB0597.The horizontal coordinates were scaled from a topographic map and have
 AB0597.an estimated accuracy of +/- 6 seconds.
 AB0597
 AB0597.The orthometric height was computed from unverified reset data.
 AB0597
 AB0597.The geoid height was determined by GEOID03.
 AB0597
 AB0597;                    North         East    Units  Estimated Accuracy
 AB0597;SPC TX S     - 5,064,630.      387,750.      MT  (+/- 180 meters Scaled)
 AB0597
 AB0597                          SUPERSEDED SURVEY CONTROL
 AB0597
 AB0597.No superseded survey control is available for this station.
 AB0597
 AB0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ376037(NAD 83)
 AB0597_MARKER: DB = BENCH MARK DISK
 AB0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0597_STAMPING: D 675 RESET 1947
 AB0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0597+STABILITY: SURFACE MOTION
 AB0597
 AB0597  HISTORY     - Date     Condition        Report By
 AB0597  HISTORY     - 1947     MONUMENTED       CGS
 AB0597
 AB0597                          STATION DESCRIPTION
 AB0597
 AB0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AB0597'6.9 MI E FROM COMBES.
 AB0597'6.9 MILES EAST ALONG FARM MARKET ROAD 508 FROM THE POST OFFICE AT
 AB0597'COMBES, CAMERON COUNTY, 150 FEET WEST OF A T-ROAD JUNCTION, 31 FEET
 AB0597'SOUTH OF THE CENTER LINE OF THE ROAD, NEAR A POWER-TRANSMISSION LINE
 AB0597'POLE, AND 4 FEET FROM A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AB0597'STAMPED D 675 RESET 1947 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0558 ***********************************************************************
 AB0558  DESIGNATION -  D 676
 AB0558  PID         -  AB0558
 AB0558  STATE/COUNTY-  TX/CAMERON
 AB0558  USGS QUAD   -  WILLAMAR SW (1983)
 AB0558
 AB0558                         *CURRENT SURVEY CONTROL
 AB0558  ___________________________________________________________________
 AB0558* NAD 83(1986)-  26 18 36.     (N)    097 39 18.     (W)     SCALED    
 AB0558* NAVD 88     -         8.700  (meters)      28.54   (feet)  ADJUSTED  
 AB0558  ___________________________________________________________________
 AB0558  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AB0558  DYNAMIC HT  -           8.686 (meters)      28.50  (feet)  COMP
 AB0558  MODELED GRAV-     979,045.8   (mgal)                       NAVD 88
 AB0558
 AB0558  VERT ORDER  -  SECOND    CLASS 0
 AB0558
 AB0558.The horizontal coordinates were scaled from a topographic map and have
 AB0558.an estimated accuracy of +/- 6 seconds.
 AB0558
 AB0558.The orthometric height was determined by differential leveling
 AB0558.and adjusted by the National Geodetic Survey in June 1991..
 AB0558
 AB0558.The geoid height was determined by GEOID03.
 AB0558
 AB0558.The dynamic height is computed by dividing the NAVD 88
 AB0558.geopotential number by the normal gravity value computed on the
 AB0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0558.degrees latitude (g = 980.6199 gals.).
 AB0558
 AB0558.The modeled gravity was interpolated from observed gravity values.
 AB0558
 AB0558;                    North         East    Units  Estimated Accuracy
 AB0558;SPC TX S     - 5,071,560.      384,370.      MT  (+/- 180 meters Scaled)
 AB0558
 AB0558                          SUPERSEDED SURVEY CONTROL
 AB0558
 AB0558  NGVD 29 (??/??/92)    8.800  (m)           28.87   (f) ADJ UNCH    2 0
 AB0558
 AB0558.Superseded values are not recommended for survey control.
 AB0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0558.See file dsdata.txt to determine how the superseded data were derived.
 AB0558
 AB0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ342107(NAD 83)
 AB0558_MARKER: DB = BENCH MARK DISK
 AB0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0558_STAMPING: D 674 1942
 AB0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0558+STABILITY: SURFACE MOTION
 AB0558
 AB0558  HISTORY     - Date     Condition        Report By
 AB0558  HISTORY     - 1942     MONUMENTED       CGS
 AB0558  HISTORY     - 1959     MARK NOT FOUND   LOCENG
 AB0558  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0558  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0558
 AB0558                          STATION DESCRIPTION
 AB0558
 AB0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0558'9.3 MI SE FROM SEBSTIAN.
 AB0558'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT SEBASTIAN,
 AB0558'PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 96, GO 0.4 MILE TO THE
 AB0558'WILLACY-CAMERON COUNTY LINE.  TURN EASTERLY (LEFT) ONTO COUNTY LINE
 AB0558'ROAD, GO 8.4 MILES TO A T ROAD.  TURN SOUTHERLY (RIGHT) ONTO T ROAD
 AB0558'AND GO 0.5 MILE TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE
 AB0558'NORTH OF A RIGHT ANGLE TURN IN THE ROAD.  27 FEET WEST OF AND ABOUT
 AB0558'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  4.0 FEET WEST OF
 AB0558'THE RIGHT OF WAY FENCE.  AND 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN
 AB0558'MARKER POST.  A STANDARD DISK, STAMPED D 674 1942 AND SET IN THE TOP
 AB0558'OF A CONCRETE POST PROJECTING 0.6 FEET.
 AB0558
 AB0558                          STATION RECOVERY (1959)
 AB0558
 AB0558'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AB0558'MARK NOT FOUND.
 AB0558
 AB0558                          STATION RECOVERY (1991)
 AB0558
 AB0558'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0558'MARK NOT FOUND.
 AB0558
 AB0558                          STATION RECOVERY (1993)
 AB0558
 AB0558'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0230 ***********************************************************************
 AB0230  DESIGNATION -  D 677
 AB0230  PID         -  AB0230
 AB0230  STATE/COUNTY-  TX/CAMERON
 AB0230  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0230
 AB0230                         *CURRENT SURVEY CONTROL
 AB0230  ___________________________________________________________________
 AB0230* NAD 83(1986)-  26 05 38.     (N)    097 17 51.     (W)     SCALED    
 AB0230* NAVD 88     -         3.055  (meters)      10.02   (feet)  ADJUSTED  
 AB0230  ___________________________________________________________________
 AB0230  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 AB0230  DYNAMIC HT  -           3.050 (meters)      10.01  (feet)  COMP
 AB0230  MODELED GRAV-     979,061.3   (mgal)                       NAVD 88
 AB0230
 AB0230  VERT ORDER  -  FIRST     CLASS II
 AB0230
 AB0230.The horizontal coordinates were scaled from a topographic map and have
 AB0230.an estimated accuracy of +/- 6 seconds.
 AB0230
 AB0230.The orthometric height was determined by differential leveling
 AB0230.and adjusted by the National Geodetic Survey in June 1991..
 AB0230
 AB0230.The geoid height was determined by GEOID03.
 AB0230
 AB0230.The dynamic height is computed by dividing the NAVD 88
 AB0230.geopotential number by the normal gravity value computed on the
 AB0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0230.degrees latitude (g = 980.6199 gals.).
 AB0230
 AB0230.The modeled gravity was interpolated from observed gravity values.
 AB0230
 AB0230;                    North         East    Units  Estimated Accuracy
 AB0230;SPC TX S     - 5,047,910.      420,300.      MT  (+/- 180 meters Scaled)
 AB0230
 AB0230                          SUPERSEDED SURVEY CONTROL
 AB0230
 AB0230  NGVD 29 (??/??/92)    3.156  (m)           10.35   (f) ADJ UNCH    1 2
 AB0230
 AB0230.Superseded values are not recommended for survey control.
 AB0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0230.See file dsdata.txt to determine how the superseded data were derived.
 AB0230
 AB0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP702871(NAD 83)
 AB0230_MARKER: DB = BENCH MARK DISK
 AB0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0230_SP_SET: CULVERT
 AB0230_STAMPING: D 677 1942
 AB0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0230
 AB0230  HISTORY     - Date     Condition        Report By
 AB0230  HISTORY     - 1942     MONUMENTED       CGS
 AB0230  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0230  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0230  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0230  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0230  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB0230
 AB0230                          STATION DESCRIPTION
 AB0230
 AB0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0230'6.1 MI W FROM PORT ISABEL.
 AB0230'6.1 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0230'ISABEL, CAMERON COUNTY, AT A ROAD JUNCTION, AT A LARGE CONCRETE PIPE
 AB0230'CULVERT, IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL, 27 FEET
 AB0230'EAST OF THE CENTERLINE OF THE ROAD, 36 FEET NORTH OF THE CENTERLINE OF
 AB0230'THE HIGHWAY, 0.5 FOOT SOUTH OF THE SOUTH END OF THE GUARDRAIL, AND
 AB0230'LEVEL WITH THE HIGHWAY.
 AB0230
 AB0230                          STATION RECOVERY (1963)
 AB0230
 AB0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0230'MARK NOT FOUND.
 AB0230
 AB0230                          STATION RECOVERY (1982)
 AB0230
 AB0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0230'MARK NOT FOUND.
 AB0230
 AB0230                          STATION RECOVERY (1987)
 AB0230
 AB0230'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0230'MARK NOT FOUND.
 AB0230
 AB0230                          STATION RECOVERY (1991)
 AB0230
 AB0230'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0230'MARK NOT FOUND.
 AB0230
 AB0230                          STATION RECOVERY (1993)
 AB0230
 AB0230'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0263 ***********************************************************************
 AB0263  DESIGNATION -  D 678
 AB0263  PID         -  AB0263
 AB0263  STATE/COUNTY-  TX/CAMERON
 AB0263  USGS QUAD   -  LOS FRESNOS (1983)
 AB0263
 AB0263                         *CURRENT SURVEY CONTROL
 AB0263  ___________________________________________________________________
 AB0263* NAD 83(1986)-  26 00 32.     (N)    097 28 54.     (W)     SCALED    
 AB0263* NAVD 88     -         5.492  (meters)      18.02   (feet)  POSTED    
 AB0263  ___________________________________________________________________
 AB0263  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 AB0263  DYNAMIC HT  -           5.480 (meters)      17.98  (feet)  COMP
 AB0263  MODELED GRAV-     979,037.9   (mgal)                       NAVD 88
 AB0263
 AB0263  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AB0263
 AB0263.The horizontal coordinates were scaled from a topographic map and have
 AB0263.an estimated accuracy of +/- 6 seconds.
 AB0263
 AB0263.The orthometric height was determined by differential leveling
 AB0263.and adjusted by the National Geodetic Survey in 1992..
 AB0263.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AB0263.rate of 1.1 thru 2.0 mm/km.
 AB0263
 AB0263.The geoid height was determined by GEOID03.
 AB0263
 AB0263.The dynamic height is computed by dividing the NAVD 88
 AB0263.geopotential number by the normal gravity value computed on the
 AB0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0263.degrees latitude (g = 980.6199 gals.).
 AB0263
 AB0263.The modeled gravity was interpolated from observed gravity values.
 AB0263
 AB0263;                    North         East    Units  Estimated Accuracy
 AB0263;SPC TX S     - 5,038,330.      401,950.      MT  (+/- 180 meters Scaled)
 AB0263
 AB0263                          SUPERSEDED SURVEY CONTROL
 AB0263
 AB0263  NGVD 29 (??/??/92)    5.58   (m)           18.3    (f) COMPUTED    2 0
 AB0263
 AB0263.Superseded values are not recommended for survey control.
 AB0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0263.See file dsdata.txt to determine how the superseded data were derived.
 AB0263
 AB0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP519775(NAD 83)
 AB0263_MARKER: DB = BENCH MARK DISK
 AB0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0263_STAMPING: D 678 1942
 AB0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0263+STABILITY: SURFACE MOTION
 AB0263
 AB0263  HISTORY     - Date     Condition        Report By
 AB0263  HISTORY     - 1942     MONUMENTED       CGS
 AB0263  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0263  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0263
 AB0263                          STATION DESCRIPTION
 AB0263
 AB0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0263'4.2 MI S FROM LOS FRESNOS.
 AB0263'4.2 MILES SOUTH ALONG PAREDES LINE ROAD FROM THE INTERSECTION OF STATE
 AB0263'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, AT THE INTERSECTION OF A
 AB0263'GRADED ROAD LEADING TO OLMITO, 45 FEET WEST OF AND LEVEL WITH THE
 AB0263'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 27 FEET NORTH OF THE
 AB0263'CENTERLINE OF THE EAST-AND-WEST ROAD, AND 3 FEET SOUTH OF A WHITE
 AB0263'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 678 1942 AND SET IN
 AB0263'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0263
 AB0263                          STATION RECOVERY (1987)
 AB0263
 AB0263'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0263'MARK NOT FOUND.
 AB0263
 AB0263                          STATION RECOVERY (1987)
 AB0263
 AB0263'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0484 ***********************************************************************
 AB0484  DESIGNATION -  D 679
 AB0484  PID         -  AB0484
 AB0484  STATE/COUNTY-  TX/CAMERON
 AB0484  USGS QUAD   -  OLMITO (1983)
 AB0484
 AB0484                         *CURRENT SURVEY CONTROL
 AB0484  ___________________________________________________________________
 AB0484* NAD 83(1986)-  26 00 58.     (N)    097 31 55.     (W)     SCALED    
 AB0484* NAVD 88     -         9.488  (meters)      31.13   (feet)  ADJUSTED  
 AB0484  ___________________________________________________________________
 AB0484  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 AB0484  DYNAMIC HT  -           9.472 (meters)      31.08  (feet)  COMP
 AB0484  MODELED GRAV-     979,032.1   (mgal)                       NAVD 88
 AB0484
 AB0484  VERT ORDER  -  FIRST     CLASS II
 AB0484
 AB0484.The horizontal coordinates were scaled from a topographic map and have
 AB0484.an estimated accuracy of +/- 6 seconds.
 AB0484
 AB0484.The orthometric height was determined by differential leveling
 AB0484.and adjusted by the National Geodetic Survey in June 1991..
 AB0484
 AB0484.The geoid height was determined by GEOID03.
 AB0484
 AB0484.The dynamic height is computed by dividing the NAVD 88
 AB0484.geopotential number by the normal gravity value computed on the
 AB0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0484.degrees latitude (g = 980.6199 gals.).
 AB0484
 AB0484.The modeled gravity was interpolated from observed gravity values.
 AB0484
 AB0484;                    North         East    Units  Estimated Accuracy
 AB0484;SPC TX S     - 5,039,090.      396,910.      MT  (+/- 180 meters Scaled)
 AB0484
 AB0484                          SUPERSEDED SURVEY CONTROL
 AB0484
 AB0484  NGVD 29 (??/??/92)    9.56   (m)           31.4    (f) COMPUTED    1 2
 AB0484
 AB0484.Superseded values are not recommended for survey control.
 AB0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0484.See file dsdata.txt to determine how the superseded data were derived.
 AB0484
 AB0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP469782(NAD 83)
 AB0484_MARKER: DB = BENCH MARK DISK
 AB0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0484_STAMPING: D 679 1942
 AB0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0484+STABILITY: SURFACE MOTION
 AB0484
 AB0484  HISTORY     - Date     Condition        Report By
 AB0484  HISTORY     - 1942     MONUMENTED       CGS
 AB0484  HISTORY     - 1951     GOOD             NGS
 AB0484  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0484  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0484  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0484  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0484
 AB0484                          STATION DESCRIPTION
 AB0484
 AB0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0484'0.3 MI S FROM OLMITO.
 AB0484'0.3 MILE SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0484'OLMITO, CAMERON COUNTY, AT A ROAD CROSSING, 75 FEET EAST OF THE
 AB0484'CENTERLINE OF THE TRACK, 24 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 AB0484'75 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY 83, 3 FEET WEST OF A
 AB0484'WHITE WOODEN WITNESS POST, AND 2.5 FEET LOWER THAN THE TRACK.  A
 AB0484'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AB0484'ABOVE GROUND.
 AB0484
 AB0484                          STATION RECOVERY (1951)
 AB0484
 AB0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0484'RECOVERED IN GOOD CONDITION.
 AB0484
 AB0484                          STATION RECOVERY (1981)
 AB0484
 AB0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0484'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
 AB0484
 AB0484                          STATION RECOVERY (1987)
 AB0484
 AB0484'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0484'MARK NOT FOUND.
 AB0484
 AB0484                          STATION RECOVERY (1988)
 AB0484
 AB0484'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0484'MARK NOT FOUND.
 AB0484
 AB0484                          STATION RECOVERY (1991)
 AB0484
 AB0484'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0186 ***********************************************************************
 AB0186  DESIGNATION -  D 680
 AB0186  PID         -  AB0186
 AB0186  STATE/COUNTY-  TX/CAMERON
 AB0186  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0186
 AB0186                         *CURRENT SURVEY CONTROL
 AB0186  ___________________________________________________________________
 AB0186* NAD 83(1986)-  25 59 11.     (N)    097 35 51.     (W)     SCALED    
 AB0186* NAVD 88     -        13.649  (meters)      44.78   (feet)  ADJUSTED  
 AB0186  ___________________________________________________________________
 AB0186  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 AB0186  DYNAMIC HT  -          13.626 (meters)      44.70  (feet)  COMP
 AB0186  MODELED GRAV-     979,023.9   (mgal)                       NAVD 88
 AB0186
 AB0186  VERT ORDER  -  SECOND    CLASS 0
 AB0186
 AB0186.The horizontal coordinates were scaled from a topographic map and have
 AB0186.an estimated accuracy of +/- 6 seconds.
 AB0186
 AB0186.The orthometric height was determined by differential leveling
 AB0186.and adjusted by the National Geodetic Survey in June 1991..
 AB0186
 AB0186.The geoid height was determined by GEOID03.
 AB0186
 AB0186.The dynamic height is computed by dividing the NAVD 88
 AB0186.geopotential number by the normal gravity value computed on the
 AB0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0186.degrees latitude (g = 980.6199 gals.).
 AB0186
 AB0186.The modeled gravity was interpolated from observed gravity values.
 AB0186
 AB0186;                    North         East    Units  Estimated Accuracy
 AB0186;SPC TX S     - 5,035,750.      390,370.      MT  (+/- 180 meters Scaled)
 AB0186
 AB0186                          SUPERSEDED SURVEY CONTROL
 AB0186
 AB0186  NGVD 29 (??/??/92)   13.739  (m)           45.08   (f) ADJ UNCH    2 0
 AB0186
 AB0186.Superseded values are not recommended for survey control.
 AB0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0186.See file dsdata.txt to determine how the superseded data were derived.
 AB0186
 AB0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP403749(NAD 83)
 AB0186_MARKER: DB = BENCH MARK DISK
 AB0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0186_STAMPING: D 680 1942
 AB0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0186+STABILITY: SURFACE MOTION
 AB0186
 AB0186  HISTORY     - Date     Condition        Report By
 AB0186  HISTORY     - 1942     MONUMENTED       CGS
 AB0186  HISTORY     - 1988     GOOD             USPSQD
 AB0186  HISTORY     - 1988     GOOD             USPSQD
 AB0186
 AB0186                          STATION DESCRIPTION
 AB0186
 AB0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0186'8.1 MI NW FROM BROWNSVILLE.
 AB0186'8.1 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH SCHOOL
 AB0186'AT BROWNSVILLE, CAMERON COUNTY, 0.2 MILE SOUTH OF A LARGE WOODEN
 AB0186'BRIDGE OVER A FLOOD CONTROL CANAL, 100 YARDS SOUTHEAST ACROSS THE
 AB0186'HIGHWAY FROM THE SOUTHEAST CORNER OF A SMALL FRAMEHOUSE, 39 FEET EAST
 AB0186'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A WHITE WOODEN
 AB0186'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 AB0186'DISK, STAMPED D 680 1942 AND SET IN THE TOP OF A CONCRETE POST
 AB0186'PROJECTING 0.2 FOOT ABOVE GROUND.
 AB0186
 AB0186                          STATION RECOVERY (1988)
 AB0186
 AB0186'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0186'RECOVERED IN GOOD CONDITION.
 AB0186
 AB0186                          STATION RECOVERY (1988)
 AB0186
 AB0186'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0830 ***********************************************************************
 AB0830  DESIGNATION -  D 681
 AB0830  PID         -  AB0830
 AB0830  STATE/COUNTY-  TX/CAMERON
 AB0830  USGS QUAD   -  LA PALOMA (1970)
 AB0830
 AB0830                         *CURRENT SURVEY CONTROL
 AB0830  ___________________________________________________________________
 AB0830* NAD 83(1986)-  26 07 12.     (N)    097 43 54.     (W)     SCALED    
 AB0830* NAVD 88     -        15.244  (meters)      50.01   (feet)  ADJUSTED  
 AB0830  ___________________________________________________________________
 AB0830  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0830  DYNAMIC HT  -          15.219 (meters)      49.93  (feet)  COMP
 AB0830  MODELED GRAV-     979,025.5   (mgal)                       NAVD 88
 AB0830
 AB0830  VERT ORDER  -  SECOND    CLASS 0
 AB0830
 AB0830.The horizontal coordinates were scaled from a topographic map and have
 AB0830.an estimated accuracy of +/- 6 seconds.
 AB0830
 AB0830.The orthometric height was determined by differential leveling
 AB0830.and adjusted by the National Geodetic Survey in June 1991..
 AB0830
 AB0830.The geoid height was determined by GEOID03.
 AB0830
 AB0830.The dynamic height is computed by dividing the NAVD 88
 AB0830.geopotential number by the normal gravity value computed on the
 AB0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0830.degrees latitude (g = 980.6199 gals.).
 AB0830
 AB0830.The modeled gravity was interpolated from observed gravity values.
 AB0830
 AB0830;                    North         East    Units  Estimated Accuracy
 AB0830;SPC TX S     - 5,050,460.      376,850.      MT  (+/- 180 meters Scaled)
 AB0830
 AB0830                          SUPERSEDED SURVEY CONTROL
 AB0830
 AB0830  NGVD 29 (??/??/92)   15.352  (m)           50.37   (f) ADJ UNCH    2 0
 AB0830
 AB0830.Superseded values are not recommended for survey control.
 AB0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0830.See file dsdata.txt to determine how the superseded data were derived.
 AB0830
 AB0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP268895(NAD 83)
 AB0830_MARKER: DD = SURVEY DISK
 AB0830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0830_SP_SET: CULVERT
 AB0830_STAMPING: D 681 1942
 AB0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0830
 AB0830  HISTORY     - Date     Condition        Report By
 AB0830  HISTORY     - 1942     MONUMENTED
 AB0830  HISTORY     - 1942     GOOD             NGS
 AB0830  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0830
 AB0830                          STATION DESCRIPTION
 AB0830
 AB0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0830'1.6 MI N FROM RANGERVILLE.
 AB0830'1.6 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0830'RANGERVILLE, CAMERON COUNTY, 66 YARDS SOUTH ACROSS THE ROAD FROM REA
 AB0830'CO-OP POLE NO. 15-159, AT A CONCRETE-BOX CULVERT UNDER THE ROAD, IN
 AB0830'THE CENTER OF THE TOP OF THE EAST HEADWALL, 15.7 FEET EAST OF THE
 AB0830'CENTERLINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A
 AB0830'CAMERON COUNTY STANDARD DISK, STAMPED D 681 1942.
 AB0830
 AB0830                          STATION RECOVERY (1987)
 AB0830
 AB0830'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0457 ***********************************************************************
 AB0457  DESIGNATION -  D 683
 AB0457  PID         -  AB0457
 AB0457  STATE/COUNTY-  TX/CAMERON
 AB0457  USGS QUAD   -  HARLINGEN (1983)
 AB0457
 AB0457                         *CURRENT SURVEY CONTROL
 AB0457  ___________________________________________________________________
 AB0457* NAD 83(1986)-  26 09 27.     (N)    097 39 38.     (W)     SCALED    
 AB0457* NAVD 88     -        11.874  (meters)      38.96   (feet)  ADJUSTED  
 AB0457  ___________________________________________________________________
 AB0457  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AB0457  DYNAMIC HT  -          11.855 (meters)      38.89  (feet)  COMP
 AB0457  MODELED GRAV-     979,033.7   (mgal)                       NAVD 88
 AB0457
 AB0457  VERT ORDER  -  FIRST     CLASS II
 AB0457
 AB0457.The horizontal coordinates were scaled from a topographic map and have
 AB0457.an estimated accuracy of +/- 6 seconds.
 AB0457
 AB0457.The orthometric height was determined by differential leveling
 AB0457.and adjusted by the National Geodetic Survey in June 1991..
 AB0457
 AB0457.The geoid height was determined by GEOID03.
 AB0457
 AB0457.The dynamic height is computed by dividing the NAVD 88
 AB0457.geopotential number by the normal gravity value computed on the
 AB0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0457.degrees latitude (g = 980.6199 gals.).
 AB0457
 AB0457.The modeled gravity was interpolated from observed gravity values.
 AB0457
 AB0457;                    North         East    Units  Estimated Accuracy
 AB0457;SPC TX S     - 5,054,660.      383,930.      MT  (+/- 180 meters Scaled)
 AB0457
 AB0457                          SUPERSEDED SURVEY CONTROL
 AB0457
 AB0457  NGVD 29 (??/??/92)   11.977  (m)           39.29   (f) ADJ UNCH    1 2
 AB0457
 AB0457.Superseded values are not recommended for survey control.
 AB0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0457.See file dsdata.txt to determine how the superseded data were derived.
 AB0457
 AB0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP338938(NAD 83)
 AB0457_MARKER: DB = BENCH MARK DISK
 AB0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0457_STAMPING: D 683 1942
 AB0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0457+STABILITY: SURFACE MOTION
 AB0457
 AB0457  HISTORY     - Date     Condition        Report By
 AB0457  HISTORY     - 1942     MONUMENTED       CGS
 AB0457  HISTORY     - 1951     GOOD             NGS
 AB0457  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0457  HISTORY     - 1988     GOOD             USPSQD
 AB0457  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0457
 AB0457                          STATION DESCRIPTION
 AB0457
 AB0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0457'2.5 MI NW FROM SAN BENITO.
 AB0457'2.5 MILES NORTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0457'RAILROAD FROM THE STATION AT SAN BENITO, AT THE CROSSING OF AN EAST
 AB0457'AND WEST OILED ROAD, 1 1/2 POLES SOUTHEAST OF POLE 21/20, 39 FEET
 AB0457'NORTHEAST OF THE NORTHEAST RAIL, 46 FEET NORTHWEST OF THE CENTER LINE
 AB0457'OF THE ROAD, 3.6 FEET NORTHEAST OF A TELEGRAPH POLE, 8.4 FEET
 AB0457'NORTHWEST OF A FENCE, 1.4 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 AB0457'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AB0457'NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0457
 AB0457                          STATION RECOVERY (1981)
 AB0457
 AB0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0457'SEARCHED FOR, NOT RECOVERED.
 AB0457
 AB0457                          STATION RECOVERY (1988)
 AB0457
 AB0457'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0457'RECOVERED IN GOOD CONDITION.
 AB0457
 AB0457                          STATION RECOVERY (1991)
 AB0457
 AB0457'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0247 ***********************************************************************
 AE0247  DESIGNATION -  D 684
 AE0247  PID         -  AE0247
 AE0247  STATE/COUNTY-  TX/HIDALGO
 AE0247  USGS QUAD   -  SAN JUAN SE (1962)
 AE0247
 AE0247                         *CURRENT SURVEY CONTROL
 AE0247  ___________________________________________________________________
 AE0247* NAD 83(1986)-  26 04 37.     (N)    098 01 33.     (W)     SCALED    
 AE0247* NAVD 88     -        24.398  (meters)      80.05   (feet)  ADJUSTED  
 AE0247  ___________________________________________________________________
 AE0247  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AE0247  DYNAMIC HT  -          24.358 (meters)      79.91  (feet)  COMP
 AE0247  MODELED GRAV-     978,998.5   (mgal)                       NAVD 88
 AE0247
 AE0247  VERT ORDER  -  SECOND    CLASS 0
 AE0247
 AE0247.The horizontal coordinates were scaled from a topographic map and have
 AE0247.an estimated accuracy of +/- 6 seconds.
 AE0247
 AE0247.The orthometric height was determined by differential leveling
 AE0247.and adjusted by the National Geodetic Survey in June 1991..
 AE0247
 AE0247.The geoid height was determined by GEOID03.
 AE0247
 AE0247.The dynamic height is computed by dividing the NAVD 88
 AE0247.geopotential number by the normal gravity value computed on the
 AE0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0247.degrees latitude (g = 980.6199 gals.).
 AE0247
 AE0247.The modeled gravity was interpolated from observed gravity values.
 AE0247
 AE0247;                    North         East    Units  Estimated Accuracy
 AE0247;SPC TX S     - 5,045,550.      347,440.      MT  (+/- 180 meters Scaled)
 AE0247
 AE0247                          SUPERSEDED SURVEY CONTROL
 AE0247
 AE0247  NGVD 29 (??/??/92)   24.515  (m)           80.43   (f) ADJ UNCH    2 0
 AE0247
 AE0247.Superseded values are not recommended for survey control.
 AE0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0247.See file dsdata.txt to determine how the superseded data were derived.
 AE0247
 AE0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP974845(NAD 83)
 AE0247_MARKER: DD = SURVEY DISK
 AE0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0247_STAMPING: D 684 1942
 AE0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0247+STABILITY: SURFACE MOTION
 AE0247
 AE0247  HISTORY     - Date     Condition        Report By
 AE0247  HISTORY     - 1942     MONUMENTED       IBC
 AE0247  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0247
 AE0247                          STATION DESCRIPTION
 AE0247
 AE0247'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0247'2.4 MI E FROM RAY PAUL.
 AE0247'2.4 MILES EAST ALONG OLD MILITARY ROAD FROM RUN SCHOOL NO. 1 AT RAY
 AE0247'PAUL, HIDALGO COUNTY, AT THE POINT WHERE THE ROAD CURVES UP ON THE
 AE0247'LEVEE FOR ABOUT 0.1 MILE AND THEN CURVES OFF THE LEVEE AGAIN, 219 FEET
 AE0247'SOUTHWEST ACROSS THE LEVEE FROM MILEPOST 37-38, 159 FEET SOUTH OF THE
 AE0247'CENTERLINE OF THE ROAD, 110.5 FEET SOUTH OF THE TOP OF THE LEVEE,
 AE0247'ABOUT 8 FEET LOWER THAN THE TOP OF THE LEVEE, AND ABOUT 3 FEET LOWER
 AE0247'THAN THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FEET
 AE0247'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0275 ***********************************************************************
 AE0275  DESIGNATION -  D 685
 AE0275  PID         -  AE0275
 AE0275  STATE/COUNTY-  TX/HIDALGO
 AE0275  USGS QUAD   -  MISSION (1983)
 AE0275
 AE0275                         *CURRENT SURVEY CONTROL
 AE0275  ___________________________________________________________________
 AE0275* NAD 83(1986)-  26 08 27.     (N)    098 15 19.     (W)     SCALED    
 AE0275* NAVD 88     -        30.915  (meters)     101.43   (feet)  POSTED    
 AE0275  ___________________________________________________________________
 AE0275  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AE0275  DYNAMIC HT  -          30.860 (meters)     101.25  (feet)  COMP
 AE0275  MODELED GRAV-     978,982.0   (mgal)                       NAVD 88
 AE0275
 AE0275  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0275
 AE0275.The horizontal coordinates were scaled from a topographic map and have
 AE0275.an estimated accuracy of +/- 6 seconds.
 AE0275
 AE0275.The orthometric height was determined by differential leveling
 AE0275.and adjusted by the National Geodetic Survey in 1992..
 AE0275.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0275.rate of 1.1 thru 2.0 mm/km.
 AE0275
 AE0275.The geoid height was determined by GEOID03.
 AE0275
 AE0275.The dynamic height is computed by dividing the NAVD 88
 AE0275.geopotential number by the normal gravity value computed on the
 AE0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0275.degrees latitude (g = 980.6199 gals.).
 AE0275
 AE0275.The modeled gravity was interpolated from observed gravity values.
 AE0275
 AE0275;                    North         East    Units  Estimated Accuracy
 AE0275;SPC TX S     - 5,052,560.      324,470.      MT  (+/- 180 meters Scaled)
 AE0275
 AE0275                          SUPERSEDED SURVEY CONTROL
 AE0275
 AE0275  NGVD 29 (??/??/92)   31.022  (m)          101.78   (f) ADJ UNCH    2 0
 AE0275
 AE0275.Superseded values are not recommended for survey control.
 AE0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0275.See file dsdata.txt to determine how the superseded data were derived.
 AE0275
 AE0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP744914(NAD 83)
 AE0275_MARKER: DB = BENCH MARK DISK
 AE0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0275_STAMPING: D 685 1942
 AE0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0275+STABILITY: SURFACE MOTION
 AE0275
 AE0275  HISTORY     - Date     Condition        Report By
 AE0275  HISTORY     - 1942     MONUMENTED       CGS
 AE0275  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0275  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0275
 AE0275                          STATION DESCRIPTION
 AE0275
 AE0275'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0275'2.2 MI N FROM HIDALGO.
 AE0275'2.2 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF U.S.
 AE0275'HIGHWAY 281 ABOUT 0.1 MILE WEST OF THE POST OFFICE AT HIDALGO, HIDALGO
 AE0275'COUNTY, 96 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE
 AE0275'FRAMEHOUSE, 37 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD, 18 FEET
 AE0275'SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO THE HOUSE, AT THE
 AE0275'NORTHWEST CORNER OF A LARGE CLEARED FIELD, 5 FEET SOUTHEAST OF THE
 AE0275'NORTHWEST FENCE CORNER, AND ABOUT 2 FEET HIGHER THAN THE GRAVEL ROAD,
 AE0275'SET IN THE TOP OF A CONCRETE POST.
 AE0275
 AE0275                          STATION RECOVERY (1981)
 AE0275
 AE0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0275'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0306 ***********************************************************************
 AE0306  DESIGNATION -  D 686
 AE0306  PID         -  AE0306
 AE0306  STATE/COUNTY-  TX/HIDALGO
 AE0306  USGS QUAD   -  MISSION (1983)
 AE0306
 AE0306                         *CURRENT SURVEY CONTROL
 AE0306  ___________________________________________________________________
 AE0306* NAD 83(1986)-  26 10 39.     (N)    098 19 56.     (W)     SCALED    
 AE0306* NAVD 88     -        33.629  (meters)     110.33   (feet)  POSTED    
 AE0306  ___________________________________________________________________
 AE0306  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AE0306  DYNAMIC HT  -          33.570 (meters)     110.14  (feet)  COMP
 AE0306  MODELED GRAV-     978,987.4   (mgal)                       NAVD 88
 AE0306
 AE0306  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AE0306
 AE0306.The horizontal coordinates were scaled from a topographic map and have
 AE0306.an estimated accuracy of +/- 6 seconds.
 AE0306
 AE0306.The orthometric height was determined by differential leveling
 AE0306.and adjusted by the National Geodetic Survey in 1992..
 AE0306.No vertical observational check was made to the station.
 AE0306.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AE0306.was located on a no-check spur therefore a value was not computed.
 AE0306
 AE0306.The geoid height was determined by GEOID03.
 AE0306
 AE0306.The dynamic height is computed by dividing the NAVD 88
 AE0306.geopotential number by the normal gravity value computed on the
 AE0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0306.degrees latitude (g = 980.6199 gals.).
 AE0306
 AE0306.The modeled gravity was interpolated from observed gravity values.
 AE0306
 AE0306;                    North         East    Units  Estimated Accuracy
 AE0306;SPC TX S     - 5,056,610.      316,770.      MT  (+/- 180 meters Scaled)
 AE0306
 AE0306                          SUPERSEDED SURVEY CONTROL
 AE0306
 AE0306  NGVD 29 (??/??/92)   33.723  (m)          110.64   (f) ADJ UNCH    2 0
 AE0306
 AE0306.Superseded values are not recommended for survey control.
 AE0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0306.See file dsdata.txt to determine how the superseded data were derived.
 AE0306
 AE0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP667955(NAD 83)
 AE0306_MARKER: DB = BENCH MARK DISK
 AE0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0306_STAMPING: D 686 1942
 AE0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0306
 AE0306  HISTORY     - Date     Condition        Report By
 AE0306  HISTORY     - 1942     MONUMENTED       CGS
 AE0306  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0306  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0306  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 AE0306
 AE0306                          STATION DESCRIPTION
 AE0306
 AE0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0306'2.5 MI S FROM MISSION.
 AE0306'2.5 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM THE FIRST STATE BANK
 AE0306'AND TRUST CO. BUILDING AT MISSION, HIDALGO COUNTY, 222 FEET SOUTH OF
 AE0306'THE INTERSECTION OF A DIRT ROAD, 74.7 FEET SOUTHWEST ACROSS THE ROAD
 AE0306'FROM POWER-TRANSMISSION LINE POLE 873, 15.6 FEET WEST OF THE
 AE0306'CENTERLINE OF THE PAVED ROAD, AT A 3- BY 3-FOOT CONCRETEBOX CULVERT
 AE0306'UNDER THE PAVED ROAD, IN THE TOP OF THE SOUTH END OF THE WEST
 AE0306'HEADWALL, AND ABOUT 1/2 FOOT LOWER THAN THE PAVED ROAD.  A STANDARD
 AE0306'DISK, STAMPED D 686 1942.
 AE0306
 AE0306                          STATION RECOVERY (1987)
 AE0306
 AE0306'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0306'MARK NOT FOUND.
 AE0306
 AE0306                          STATION RECOVERY (1987)
 AE0306
 AE0306'RECOVERY NOTE BY US POWER SQUADRON 1987 (USP)
 AE0306'MARK NOT FOUND.
 AE0306
 AE0306                          STATION RECOVERY (2004)
 AE0306
 AE0306'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE0306'FIRST STATE BANK AND TRUST COMPANY IS NOW CALLED TEXAS STATE BANK.
 AE0306'SOUTHBOUND LANE OF THE ROAD IS UNDERGOING CONSTRUCTION AND ROADBED IS
 AE0306'BEING LOWERED.  WEST END OF CULVERT IS GONE, EAST END OF CULVERT IS
 AE0306'COVERED IN DIRT, AND LIKELY TO BE REMOVED AS CONSTRUCTION MOVES TO THE
 AE0306'NORTHBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0744 ***********************************************************************
 AE0744  DESIGNATION -  D 687
 AE0744  PID         -  AE0744
 AE0744  STATE/COUNTY-  TX/STARR
 AE0744  USGS QUAD   -  EL CHAPOTE CREEK (1972)
 AE0744
 AE0744                         *CURRENT SURVEY CONTROL
 AE0744  ___________________________________________________________________
 AE0744* NAD 83(1986)-  26 30 51.     (N)    098 52 44.     (W)     SCALED    
 AE0744* NAVD 88     -        83.155  (meters)     272.82   (feet)  ADJUSTED  
 AE0744  ___________________________________________________________________
 AE0744  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AE0744  DYNAMIC HT  -          83.019 (meters)     272.37  (feet)  COMP
 AE0744  MODELED GRAV-     979,004.6   (mgal)                       NAVD 88
 AE0744
 AE0744  VERT ORDER  -  SECOND    CLASS 0
 AE0744
 AE0744.The horizontal coordinates were scaled from a topographic map and have
 AE0744.an estimated accuracy of +/- 6 seconds.
 AE0744
 AE0744.The orthometric height was determined by differential leveling
 AE0744.and adjusted by the National Geodetic Survey in June 1991..
 AE0744
 AE0744.The geoid height was determined by GEOID03.
 AE0744
 AE0744.The dynamic height is computed by dividing the NAVD 88
 AE0744.geopotential number by the normal gravity value computed on the
 AE0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0744.degrees latitude (g = 980.6199 gals.).
 AE0744
 AE0744.The modeled gravity was interpolated from observed gravity values.
 AE0744
 AE0744;                    North         East    Units  Estimated Accuracy
 AE0744;SPC TX S     - 5,093,950.      262,240.      MT  (+/- 180 meters Scaled)
 AE0744
 AE0744                          SUPERSEDED SURVEY CONTROL
 AE0744
 AE0744  NGVD 29 (??/??/92)   83.208  (m)          272.99   (f) ADJ UNCH    2 0
 AE0744
 AE0744.Superseded values are not recommended for survey control.
 AE0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0744.See file dsdata.txt to determine how the superseded data were derived.
 AE0744
 AE0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ120326(NAD 83)
 AE0744_MARKER: DB = BENCH MARK DISK
 AE0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0744_STAMPING: D 687 1942
 AE0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0744+STABILITY: SURFACE MOTION
 AE0744
 AE0744  HISTORY     - Date     Condition        Report By
 AE0744  HISTORY     - 1942     MONUMENTED       CGS
 AE0744  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0744
 AE0744                          STATION DESCRIPTION
 AE0744
 AE0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0744'10.9 MI NW FROM RIO GRANDE CITY.
 AE0744'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY IN RIO GRANDE
 AE0744'CITY, PROCEED 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 83 TO THE
 AE0744'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY, THENCE 10.0 MILES
 AE0744'NORTHWESTERLY ALONG GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0744'0.3 MILE NORTHWEST OF THE INTERSECTION OF TWO TRACK ROADS LEADING
 AE0744'NORTHEASTERLY.  IT IS 24.5 FEET NORTHEAST OF AND ABOUT 0.5 FOOT BELOW
 AE0744'THE CENTERLINE OF GRAVEL ROAD.  MONUMENT IS 3.0 FEET SOUTHEAST OF A
 AE0744'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AE0744
 AE0744                          STATION RECOVERY (1965)
 AE0744
 AE0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0544 ***********************************************************************
 AE0544  DESIGNATION -  D 688
 AE0544  PID         -  AE0544
 AE0544  STATE/COUNTY-  TX/HIDALGO
 AE0544  USGS QUAD   -  CITRUS CITY (1980)
 AE0544
 AE0544                         *CURRENT SURVEY CONTROL
 AE0544  ___________________________________________________________________
 AE0544* NAD 83(1986)-  26 19 37.     (N)    098 28 18.     (W)     SCALED    
 AE0544* NAVD 88     -        69.362  (meters)     227.57   (feet)  ADJUSTED  
 AE0544  ___________________________________________________________________
 AE0544  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AE0544  DYNAMIC HT  -          69.247 (meters)     227.19  (feet)  COMP
 AE0544  MODELED GRAV-     978,993.2   (mgal)                       NAVD 88
 AE0544
 AE0544  VERT ORDER  -  SECOND    CLASS 0
 AE0544
 AE0544.The horizontal coordinates were scaled from a topographic map and have
 AE0544.an estimated accuracy of +/- 6 seconds.
 AE0544
 AE0544.The orthometric height was determined by differential leveling
 AE0544.and adjusted by the National Geodetic Survey in June 1991..
 AE0544
 AE0544.The geoid height was determined by GEOID03.
 AE0544
 AE0544.The dynamic height is computed by dividing the NAVD 88
 AE0544.geopotential number by the normal gravity value computed on the
 AE0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0544.degrees latitude (g = 980.6199 gals.).
 AE0544
 AE0544.The modeled gravity was interpolated from observed gravity values.
 AE0544
 AE0544;                    North         East    Units  Estimated Accuracy
 AE0544;SPC TX S     - 5,073,160.      302,830.      MT  (+/- 180 meters Scaled)
 AE0544
 AE0544                          SUPERSEDED SURVEY CONTROL
 AE0544
 AE0544  NGVD 29 (??/??/92)   69.470  (m)          227.92   (f) ADJ UNCH    2 0
 AE0544
 AE0544.Superseded values are not recommended for survey control.
 AE0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0544.See file dsdata.txt to determine how the superseded data were derived.
 AE0544
 AE0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ527120(NAD 83)
 AE0544_MARKER: DB = BENCH MARK DISK
 AE0544_SETTING: 66 = SET IN ROCK OUTCROP
 AE0544_SP_SET: ROCK
 AE0544_STAMPING: D 688 1942
 AE0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0544+STABILITY: POSITION/ELEVATION WELL
 AE0544
 AE0544  HISTORY     - Date     Condition        Report By
 AE0544  HISTORY     - 1942     MONUMENTED       CGS
 AE0544
 AE0544                          STATION DESCRIPTION
 AE0544
 AE0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0544'5.7 MI N FROM LA JOYA.
 AE0544'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0544'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0544'GRAVEL ROAD LEADING NORTH, THENCE 5.4 MILES NORTHERLY ALONG A GRAVEL
 AE0544'ROAD TO TOP OF A SMALL ROCKY HILL AND SITE OF BENCH MARK.  BENCH MARK
 AE0544'IS SET HORIZONTALLY IN THE TOP OF A BED ROCK.  IT IS 111.0 YARDS NORTH
 AE0544'OF THE INTERSECTION OF A FENCE LINE RUNNING EAST AND WEST, 60.0 YARDS
 AE0544'SOUTH OF THE SOUTHWEST CORNER OF AN OLD FIELD, 27.0 FEET EAST OF AND
 AE0544'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 5.3 FEET WEST OF THE
 AE0544'EAST RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0771 ***********************************************************************
 AE0771  DESIGNATION -  D 689
 AE0771  PID         -  AE0771
 AE0771  STATE/COUNTY-  TX/JIM HOGG
 AE0771  USGS QUAD   -  CUEVITAS SW (1972)
 AE0771
 AE0771                         *CURRENT SURVEY CONTROL
 AE0771  ___________________________________________________________________
 AE0771* NAD 83(1986)-  26 50 42.     (N)    098 52 50.     (W)     SCALED    
 AE0771* NAVD 88     -       171.152  (meters)     561.52   (feet)  ADJUSTED  
 AE0771  ___________________________________________________________________
 AE0771  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AE0771  DYNAMIC HT  -         170.872 (meters)     560.60  (feet)  COMP
 AE0771  MODELED GRAV-     979,008.2   (mgal)                       NAVD 88
 AE0771
 AE0771  VERT ORDER  -  SECOND    CLASS 0
 AE0771
 AE0771.The horizontal coordinates were scaled from a topographic map and have
 AE0771.an estimated accuracy of +/- 6 seconds.
 AE0771
 AE0771.The orthometric height was determined by differential leveling
 AE0771.and adjusted by the National Geodetic Survey in June 1991..
 AE0771
 AE0771.The geoid height was determined by GEOID03.
 AE0771
 AE0771.The dynamic height is computed by dividing the NAVD 88
 AE0771.geopotential number by the normal gravity value computed on the
 AE0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0771.degrees latitude (g = 980.6199 gals.).
 AE0771
 AE0771.The modeled gravity was interpolated from observed gravity values.
 AE0771
 AE0771;                    North         East    Units  Estimated Accuracy
 AE0771;SPC TX S     - 5,130,610.      262,180.      MT  (+/- 180 meters Scaled)
 AE0771
 AE0771                          SUPERSEDED SURVEY CONTROL
 AE0771
 AE0771  NGVD 29 (??/??/92)  171.19   (m)          561.6    (f) COMPUTED    2 0
 AE0771
 AE0771.Superseded values are not recommended for survey control.
 AE0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0771.See file dsdata.txt to determine how the superseded data were derived.
 AE0771
 AE0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ118692(NAD 83)
 AE0771_MARKER: DB = BENCH MARK DISK
 AE0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0771_STAMPING: D 689 1942
 AE0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0771+STABILITY: SURFACE MOTION
 AE0771
 AE0771  HISTORY     - Date     Condition        Report By
 AE0771  HISTORY     - 1942     MONUMENTED       CGS
 AE0771
 AE0771                          STATION DESCRIPTION
 AE0771
 AE0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0771'7.1 MI NE FROM VIBORAS.
 AE0771'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED 7.1 MILES NORTHERLY
 AE0771'ALONG A GRAVEL ROAD TO A SMALL CORRUGATED IRON PIPE CULVERT AND SITE
 AE0771'OF BENCH MARK.  BENCH MARK IS ABOUT 130.0 FEET SOUTHEAST OF THE
 AE0771'SOUTHWEST END OF CULVERT.  IT IS 36.0 FEET SOUTHWEST OF AND ABOUT THE
 AE0771'SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.  MONUMENT IS 3.0 FEET
 AE0771'NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0772 ***********************************************************************
 AE0772  DESIGNATION -  D 689 RESET 1948
 AE0772  PID         -  AE0772
 AE0772  STATE/COUNTY-  TX/JIM HOGG
 AE0772  USGS QUAD   -  CUEVITAS SW (1972)
 AE0772
 AE0772                         *CURRENT SURVEY CONTROL
 AE0772  ___________________________________________________________________
 AE0772* NAD 83(1986)-  26 50 42.     (N)    098 52 45.     (W)     SCALED    
 AE0772* NAVD 88     -       171.15   (meters)     561.5    (feet)  RESET     
 AE0772  ___________________________________________________________________
 AE0772  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AE0772
 AE0772  VERT ORDER  -  THIRD
 AE0772
 AE0772.The horizontal coordinates were scaled from a topographic map and have
 AE0772.an estimated accuracy of +/- 6 seconds.
 AE0772
 AE0772.The orthometric height was computed from unverified reset data.
 AE0772
 AE0772.The geoid height was determined by GEOID03.
 AE0772
 AE0772;                    North         East    Units  Estimated Accuracy
 AE0772;SPC TX S     - 5,130,610.      262,320.      MT  (+/- 180 meters Scaled)
 AE0772
 AE0772                          SUPERSEDED SURVEY CONTROL
 AE0772
 AE0772.No superseded survey control is available for this station.
 AE0772
 AE0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ120692(NAD 83)
 AE0772_MARKER: DB = BENCH MARK DISK
 AE0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0772_STAMPING: D 689 RESET 1948
 AE0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0772+STABILITY: SURFACE MOTION
 AE0772
 AE0772  HISTORY     - Date     Condition        Report By
 AE0772  HISTORY     - 1948     MONUMENTED       TXHD
 AE0772  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0772
 AE0772                          STATION DESCRIPTION
 AE0772
 AE0772'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AE0772'7.1 MI N FROM VIBORAS.
 AE0772'IN JIM HOGG COUNTY, 7.1 MILES NORTH ALONG FARM-TO-MARKET ROAD 649 FROM
 AE0772'THE POST OFFICE AT VIBORAS, STARR COUNTY, ABOUT 115 FEET SOUTH OF A
 AE0772'CULVERT, AND 40 FEET WEST OF THE CENTER LINE OF THE ROAD. A STANDARD
 AE0772'DISK, STAMPED D 689 RESET 1948 AND SET IN THE TOP OF A CONCRETE POST.
 AE0772
 AE0772                          STATION RECOVERY (1972)
 AE0772
 AE0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0395 ***********************************************************************
 AW0395  DESIGNATION -  D 690
 AW0395  PID         -  AW0395
 AW0395  STATE/COUNTY-  TX/HARRIS
 AW0395  USGS QUAD   -  CROSBY (1982)
 AW0395
 AW0395                         *CURRENT SURVEY CONTROL
 AW0395  ___________________________________________________________________
 AW0395* NAD 83(1986)-  29 52 45.     (N)    095 05 56.     (W)     SCALED    
 AW0395* NAVD 88     -         9.791  (meters)      32.12   (feet)  ADJUSTED  
 AW0395  ___________________________________________________________________
 AW0395  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW0395  DYNAMIC HT  -           9.777 (meters)      32.08  (feet)  COMP
 AW0395  MODELED GRAV-     979,299.0   (mgal)                       NAVD 88
 AW0395
 AW0395  VERT ORDER  -  FIRST     CLASS II
 AW0395
 AW0395.The horizontal coordinates were scaled from a topographic map and have
 AW0395.an estimated accuracy of +/- 6 seconds.
 AW0395
 AW0395.The orthometric height was determined by differential leveling
 AW0395.and adjusted by the National Geodetic Survey in June 1991..
 AW0395
 AW0395.The geoid height was determined by GEOID03.
 AW0395
 AW0395.The dynamic height is computed by dividing the NAVD 88
 AW0395.geopotential number by the normal gravity value computed on the
 AW0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0395.degrees latitude (g = 980.6199 gals.).
 AW0395
 AW0395.The modeled gravity was interpolated from observed gravity values.
 AW0395
 AW0395;                    North         East    Units  Estimated Accuracy
 AW0395;SPC TXSC     - 4,233,020.      976,750.      MT  (+/- 180 meters Scaled)
 AW0395
 AW0395                          SUPERSEDED SURVEY CONTROL
 AW0395
 AW0395  NGVD 29 (12/23/87)    9.789  (m)           32.12   (f) ADJUSTED    1 2
 AW0395
 AW0395.Superseded values are not recommended for survey control.
 AW0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0395.See file dsdata.txt to determine how the superseded data were derived.
 AW0395
 AW0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP972072(NAD 83)
 AW0395_MARKER: DB = BENCH MARK DISK
 AW0395_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0395_SP_SET: FOUNDATION
 AW0395_STAMPING: D 690 1942
 AW0395_MARK LOGO: CGS   
 AW0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0395+STABILITY: SURFACE MOTION
 AW0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0395+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1995
 AW0395
 AW0395  HISTORY     - Date     Condition        Report By
 AW0395  HISTORY     - 1942     MONUMENTED       CGS
 AW0395  HISTORY     - 1972     GOOD             NGS
 AW0395  HISTORY     - 1978     GOOD             NGS
 AW0395  HISTORY     - 1983     GOOD             NGS
 AW0395  HISTORY     - 1986     GOOD             NGS
 AW0395  HISTORY     - 1987     GOOD             USPSQD
 AW0395  HISTORY     - 1988     GOOD             USPSQD
 AW0395  HISTORY     - 19940111 GOOD             USPSQD
 AW0395  HISTORY     - 19950223 GOOD             HGCSD
 AW0395  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW0395
 AW0395                          STATION DESCRIPTION
 AW0395
 AW0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0395'1.95 MI NE FROM SHELDON.
 AW0395'ABOUT 1.95 MILES NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0395'CROSSING OF SHELDON ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF AN
 AW0395'ABANDONED CONCRETE FOUNDATION TO CONTROL BOX, 64.8 FEET SOUTHWEST OF
 AW0395'THE SOUTHWEST END OF THE TRESTLE TO THE MAIN BRIDGE OVER SAN JACINTO
 AW0395'RIVER, 8 FEET NORTHWEST OF THE NORTHWEST RAIL, 18.3 FEET NORTHEAST OF
 AW0395'THE EAST CORNER OF THE NORTHWEST SIGNAL LIGHT 3441, ABOUT 5 1/2 POLES
 AW0395'SOUTHWEST OF MILE POST 344, 0.6 FOOT BELOW THE TOP OF THE FOUNDATION,
 AW0395'ABOUT LEVEL WITH THE GROUND AND 1/2-FOOT BELOW THE LEVEL OF THE RAIL.
 AW0395
 AW0395                          STATION RECOVERY (1978)
 AW0395
 AW0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0395'RECOVERED IN GOOD CONDITION.
 AW0395
 AW0395                          STATION RECOVERY (1983)
 AW0395
 AW0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0395'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 18.3 FEET NORTHEAST OF THE
 AW0395'EAST CORNER OF THE NORTHWEST SIGNAL LIGHT 3441.
 AW0395
 AW0395                          STATION RECOVERY (1986)
 AW0395
 AW0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0395'RECOVERED IN GOOD CONDITION.
 AW0395
 AW0395                          STATION RECOVERY (1987)
 AW0395
 AW0395'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0395'RECOVERED IN GOOD CONDITION.
 AW0395
 AW0395                          STATION RECOVERY (1988)
 AW0395
 AW0395'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0395'RECOVERED IN GOOD CONDITION.
 AW0395
 AW0395                          STATION RECOVERY (1994)
 AW0395
 AW0395'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0395'RECOVERED IN GOOD CONDITION.
 AW0395
 AW0395                          STATION RECOVERY (1995)
 AW0395
 AW0395'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0395'RECOVERED AS DESCRIBED.
 AW0395
 AW0395                          STATION RECOVERY (2001)
 AW0395
 AW0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0395'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7502 ***********************************************************************
 AB7502  HT_MOD      -  This is a Height Modernization Survey Station.
 AB7502  DESIGNATION -  D 690 OFFSET
 AB7502  PID         -  AB7502
 AB7502  STATE/COUNTY-  TX/HARRIS
 AB7502  USGS QUAD   -  CROSBY (1982)
 AB7502
 AB7502                         *CURRENT SURVEY CONTROL
 AB7502  ___________________________________________________________________
 AB7502* NAD 83(1993)-  29 52 46.08213(N)    095 05 57.38191(W)     ADJUSTED  
 AB7502* NAVD 88     -         9.98   (meters)      32.7    (feet)  GPS OBS   
 AB7502  ___________________________________________________________________
 AB7502  X           -    -491,951.962 (meters)                     COMP
 AB7502  Y           -  -5,513,003.957 (meters)                     COMP
 AB7502  Z           -   3,158,786.927 (meters)                     COMP
 AB7502  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AB7502  ELLIP HEIGHT-         -17.32  (meters)          (12/03/01) GPS OBS
 AB7502  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AB7502
 AB7502  HORZ ORDER  -  FIRST
 AB7502  ELLP ORDER  -  FOURTH    CLASS II
 AB7502
 AB7502.The horizontal coordinates were established by GPS observations
 AB7502.and adjusted by the National Geodetic Survey in December 2001..
 AB7502
 AB7502.The orthometric height was determined by GPS observations and a
 AB7502.high-resolution geoid model using precise GPS observation and
 AB7502.processing techniques.
 AB7502
 AB7502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7502
 AB7502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7502
 AB7502.The ellipsoidal height was determined by GPS observations
 AB7502.and is referenced to NAD 83.
 AB7502
 AB7502.The geoid height was determined by GEOID03.
 AB7502
 AB7502;                    North         East     Units Scale Factor Converg.
 AB7502;SPC TXSC     - 4,233,051.868   976,716.231   MT  0.99990827   +1 54 39.7
 AB7502;SPC TXSC     -13,887,937.67  3,204,443.17   sFT  0.99990827   +1 54 39.7
 AB7502;UTM  15      - 3,307,280.258   297,262.759   MT  1.00010714   -1 02 46.2
 AB7502
 AB7502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7502!SPC TXSC     -   1.00000272  x   0.99990827  =   0.99991099
 AB7502!UTM  15      -   1.00000272  x   1.00010714  =   1.00010986
 AB7502
 AB7502                          SUPERSEDED SURVEY CONTROL
 AB7502
 AB7502  ELLIP H (10/25/00)  -17.32   (m)                       GP(       ) 4 1
 AB7502  NAD 83(1993)-  29 52 46.08276(N)    095 05 57.38118(W) AD(       ) 1
 AB7502  ELLIP H (10/17/96)  -17.19   (m)                       GP(       ) 3 1
 AB7502
 AB7502.Superseded values are not recommended for survey control.
 AB7502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7502.See file dsdata.txt to determine how the superseded data were derived.
 AB7502
 AB7502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9726307280(NAD 83)
 AB7502_MARKER: B = BOLT
 AB7502_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB7502_SP_SET: FOUNDATION
 AB7502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB7502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7502+STABILITY: SURFACE MOTION
 AB7502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7502+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7502
 AB7502  HISTORY     - Date     Condition        Report By
 AB7502  HISTORY     - 1995     MONUMENTED       HGCSD
 AB7502
 AB7502                          STATION DESCRIPTION
 AB7502
 AB7502'DESCRIBED BY HARRIS-GALV CO DIST 1995 (JCH)
 AB7502'SEE DESCRIPTION FOR D 690  MARK IS THE TOP CETER OF THE SOUTH EAST
 AB7502'STUD OF 4 IN THE FOUNDATION  MARK IS 17 CM BY 22 DEGREES NORTH
 AB7502'NORTHEAST OF D 690  MARK IS 0.600 FT (18.288 CM) HIGHER THAN D 690
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4093 ***********************************************************************
 AW4093  DESIGNATION -  D 693
 AW4093  PID         -  AW4093
 AW4093  STATE/COUNTY-  TX/BRAZORIA
 AW4093  USGS QUAD   -  ANGLETON (1974)
 AW4093
 AW4093                         *CURRENT SURVEY CONTROL
 AW4093  ___________________________________________________________________
 AW4093* NAD 83(1986)-  29 14 58.     (N)    095 24 49.     (W)     SCALED    
 AW4093* NAVD 88     -         9.21   (+/-2cm)      30.2    (feet)  VERTCON   
 AW4093  ___________________________________________________________________
 AW4093  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW4093
 AW4093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4093
 AW4093.The horizontal coordinates were scaled from a topographic map and have
 AW4093.an estimated accuracy of +/- 6 seconds.
 AW4093
 AW4093.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4093.The vertical order pertains to the NGVD 29 superseded value.
 AW4093
 AW4093.The geoid height was determined by GEOID03.
 AW4093
 AW4093;                    North         East    Units  Estimated Accuracy
 AW4093;SPC TXSC     - 4,162,290.      948,510.      MT  (+/- 180 meters Scaled)
 AW4093
 AW4093                          SUPERSEDED SURVEY CONTROL
 AW4093
 AW4093  NGVD 29 (??/??/92)    9.209  (m)           30.21   (f) ADJ UNCH    2 0
 AW4093
 AW4093.Superseded values are not recommended for survey control.
 AW4093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4093.See file dsdata.txt to determine how the superseded data were derived.
 AW4093
 AW4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN654380(NAD 83)
 AW4093_MARKER: DB = BENCH MARK DISK
 AW4093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4093_STAMPING: D 693 1942
 AW4093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4093+STABILITY: SURFACE MOTION
 AW4093
 AW4093  HISTORY     - Date     Condition        Report By
 AW4093  HISTORY     - 1942     MONUMENTED       CGS
 AW4093  HISTORY     - 19970628 GOOD             USPSQD
 AW4093
 AW4093                          STATION DESCRIPTION
 AW4093
 AW4093'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4093'3.0 MI E FROM CHENANGO.
 AW4093'TO REACH FROM THE RAILROAD STATION AT CHENANGO, PROCEED 0.15 MILE
 AW4093'SOUTH ALONG THE MISSOURI PACIFIC RAILROAD TO THE INTERSECTION OF A
 AW4093'DIRT ROAD LEADING EAST, THENCE GO 2.85 MILES EAST ALONG A DIRT ROAD TO
 AW4093'WHERE AN IRRIGATION DITCH TURNS WEST ALONG SIDE OF ROAD AND SITE OF
 AW4093'BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE EAST OF A FARM HOUSE ON THE
 AW4093'SOUTH SIDE OF ROAD.  IT IS 30.0 FEET NORTH OF AND ABOUT THE SAME
 AW4093'ELEVATION AS THE CENTERLINE OF ROAD, ABOUT 33.0 FEET SOUTHEAST OF THE
 AW4093'SOUTHEAST EDGE OF IRRIGATION DITCH, 18.0 FEET EAST OF A FENCE CORNER
 AW4093'AND 1.0 FOOT SOUTH OF THE RIGHT OF WAY FENCE.  MONUMENT IS 2.0 FEET
 AW4093'WEST OF A 4 X 4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT,
 AW4093'AND SET IN A CONCRETE POST.
 AW4093
 AW4093                          STATION RECOVERY (1997)
 AW4093
 AW4093'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1201 ***********************************************************************
 AN1201  DESIGNATION -  D 694
 AN1201  PID         -  AN1201
 AN1201  STATE/COUNTY-  TX/SAN PATRICIO
 AN1201  USGS QUAD   -  SINTON EAST (1979)
 AN1201
 AN1201                         *CURRENT SURVEY CONTROL
 AN1201  ___________________________________________________________________
 AN1201* NAD 83(1986)-  28 02 55.     (N)    097 29 59.     (W)     SCALED    
 AN1201* NAVD 88     -        13.417  (meters)      44.02   (feet)  ADJUSTED  
 AN1201  ___________________________________________________________________
 AN1201  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN1201  DYNAMIC HT  -          13.396 (meters)      43.95  (feet)  COMP
 AN1201  MODELED GRAV-     979,134.6   (mgal)                       NAVD 88
 AN1201
 AN1201  VERT ORDER  -  FIRST     CLASS II
 AN1201
 AN1201.The horizontal coordinates were scaled from a topographic map and have
 AN1201.an estimated accuracy of +/- 6 seconds.
 AN1201
 AN1201.The orthometric height was determined by differential leveling
 AN1201.and adjusted by the National Geodetic Survey in June 1991..
 AN1201.WARNING-Repeat measurements at this control monument indicate possible
 AN1201.vertical movement.
 AN1201
 AN1201.The geoid height was determined by GEOID03.
 AN1201
 AN1201.The dynamic height is computed by dividing the NAVD 88
 AN1201.geopotential number by the normal gravity value computed on the
 AN1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1201.degrees latitude (g = 980.6199 gals.).
 AN1201
 AN1201.The modeled gravity was interpolated from observed gravity values.
 AN1201
 AN1201;                    North         East    Units  Estimated Accuracy
 AN1201;SPC TX S     - 5,264,300.      398,350.      MT  (+/- 180 meters Scaled)
 AN1201
 AN1201                          SUPERSEDED SURVEY CONTROL
 AN1201
 AN1201  NGVD 29 (??/??/92)   13.57   (m)           44.5    (f) COMPUTED    1 2
 AN1201
 AN1201.Superseded values are not recommended for survey control.
 AN1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1201.See file dsdata.txt to determine how the superseded data were derived.
 AN1201
 AN1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS474034(NAD 83)
 AN1201_MARKER: DB = BENCH MARK DISK
 AN1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1201_STAMPING: D 694 1942
 AN1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1201+STABILITY: SURFACE MOTION
 AN1201
 AN1201  HISTORY     - Date     Condition        Report By
 AN1201  HISTORY     - 1942     MONUMENTED       CGS
 AN1201  HISTORY     - 1978     GOOD             NGS
 AN1201  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1201
 AN1201                          STATION DESCRIPTION
 AN1201
 AN1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1201'1.0 MI NE FROM SINTON.
 AN1201'TO REACH FROM RAILROAD STATION AT SINTON, PROCEED 1.0 MILE NORTHEAST
 AN1201'ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD AND SITE OF BENCH
 AN1201'MARK.  BENCH MARK IS 3 POLES NORTHEAST OF MILE POST NO.163.  IT IS
 AN1201'45.0 FEET NORTHWEST OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF
 AN1201'TRACK, ABOUT 4.0 FEET NORTHWEST OF A TELEGRAPH POLE, ABOUT 1.0 FOOT
 AN1201'SOUTHEAST OF RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTHWEST OF A
 AN1201'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.  STAMPED D
 AN1201'694 1942 AND SET IN A CONCRETE POST.
 AN1201
 AN1201                          STATION RECOVERY (1978)
 AN1201
 AN1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1201'RECOVERED IN GOOD CONDITION.
 AN1201
 AN1201                          STATION RECOVERY (1996)
 AN1201
 AN1201'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0703 ***********************************************************************
 AN0703  DESIGNATION -  D 697 RESET 1957
 AN0703  PID         -  AN0703
 AN0703  STATE/COUNTY-  TX/VICTORIA
 AN0703  USGS QUAD   -  MARCADO CREEK (1995)
 AN0703
 AN0703                         *CURRENT SURVEY CONTROL
 AN0703  ___________________________________________________________________
 AN0703* NAD 83(1986)-  28 52 26.     (N)    096 45 19.     (W)     SCALED    
 AN0703* NAVD 88     -        15.66   (+/-2cm)      51.4    (feet)  VERTCON   
 AN0703  ___________________________________________________________________
 AN0703  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0703
 AN0703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0703
 AN0703.The horizontal coordinates were scaled from a topographic map and have
 AN0703.an estimated accuracy of +/- 6 seconds.
 AN0703
 AN0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0703.The vertical order pertains to the NGVD 29 superseded value.
 AN0703
 AN0703.The geoid height was determined by GEOID03.
 AN0703
 AN0703;                    North         East    Units  Estimated Accuracy
 AN0703;SPC TXSC     - 4,117,420.      818,950.      MT  (+/- 180 meters Scaled)
 AN0703
 AN0703                          SUPERSEDED SURVEY CONTROL
 AN0703
 AN0703  NGVD 29 (??/??/92)   15.740  (m)           51.64   (f) ADJ UNCH    2 0
 AN0703
 AN0703.Superseded values are not recommended for survey control.
 AN0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0703.See file dsdata.txt to determine how the superseded data were derived.
 AN0703
 AN0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS189960(NAD 83)
 AN0703_MARKER: DB = BENCH MARK DISK
 AN0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0703_STAMPING: D 697 RESET 1957
 AN0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0703+STABILITY: SURFACE MOTION
 AN0703
 AN0703  HISTORY     - Date     Condition        Report By
 AN0703  HISTORY     - 1957     MONUMENTED       CGS
 AN0703  HISTORY     - 1972     GOOD             NGS
 AN0703  HISTORY     - 19910428 GOOD             USPSQD
 AN0703
 AN0703                          STATION DESCRIPTION
 AN0703
 AN0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0703'2.95 MI SE FROM INEZ.
 AN0703'ABOUT 2.95 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO. 444 FROM THE
 AN0703'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, 48 1/2 FEET
 AN0703'NORTHEAST OF THE NORTH END OF A CONCRETE HEADWALL FOR A DOUBLE CHANNEL
 AN0703'CULVERT UNDER THE ROAD, 27 1/2 FEET NORTH OF THE CENTER LINE OF A
 AN0703'PRIVATE ROAD LEADING EAST, 16 FEET NORTH OF A CORNER FENCE POST, 3 1/2
 AN0703'FEET NORTHEAST OF A POWER LINE POLE BRACED BY TWO GUY WIRES, 1 FOOT
 AN0703'WEST OF A FENCE LINE, 1 FOOT SOUTH OF A METAL WITNESS POST, 3 FEET
 AN0703'BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 AN0703'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 AN0703
 AN0703                          STATION RECOVERY (1991)
 AN0703
 AN0703'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0601 ***********************************************************************
 AN0601  DESIGNATION -  D 698
 AN0601  PID         -  AN0601
 AN0601  STATE/COUNTY-  TX/VICTORIA
 AN0601  USGS QUAD   -  VICTORIA EAST (1995)
 AN0601
 AN0601                         *CURRENT SURVEY CONTROL
 AN0601  ___________________________________________________________________
 AN0601* NAD 83(1986)-  28 45 46.     (N)    096 54 17.     (W)     SCALED    
 AN0601* NAVD 88     -        22.04   (+/-2cm)      72.3    (feet)  VERTCON   
 AN0601  ___________________________________________________________________
 AN0601  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0601
 AN0601  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0601
 AN0601.The horizontal coordinates were scaled from a topographic map and have
 AN0601.an estimated accuracy of +/- 6 seconds.
 AN0601
 AN0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0601.The vertical order pertains to the NGVD 29 superseded value.
 AN0601
 AN0601.The geoid height was determined by GEOID03.
 AN0601
 AN0601;                    North         East    Units  Estimated Accuracy
 AN0601;SPC TXSC     - 4,104,840.      804,600.      MT  (+/- 180 meters Scaled)
 AN0601
 AN0601                          SUPERSEDED SURVEY CONTROL
 AN0601
 AN0601  NGVD 29 (??/??/92)   22.14   (m)           72.6    (f) COMPUTED    2 0
 AN0601
 AN0601.Superseded values are not recommended for survey control.
 AN0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0601.See file dsdata.txt to determine how the superseded data were derived.
 AN0601
 AN0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS045835(NAD 83)
 AN0601_MARKER: DB = BENCH MARK DISK
 AN0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0601_STAMPING: D 698 1943
 AN0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0601+STABILITY: SURFACE MOTION
 AN0601
 AN0601  HISTORY     - Date     Condition        Report By
 AN0601  HISTORY     - 1943     MONUMENTED       CGS
 AN0601
 AN0601                          STATION DESCRIPTION
 AN0601
 AN0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0601'1.4 MI NE FROM GUADALUPE.
 AN0601'TO REACH FROM THE SCHOOL BUILDING AT GUADALUPE, PROCEED 1.4 MILES
 AN0601'NORTHEAST ALONG A COUNTY ROAD AND SITE OF BENCH MARK.  BENCH MARK IS
 AN0601'IN LINE WITH A ROW OF POLES, ABOUT 160.0 FEET NORTHEAST OF AN IRON
 AN0601'SPAN BRIDGE.  IT IS 33.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AN0601'ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET SOUTHEAST OF A FENCE
 AN0601'CORNER, AND 1.0 FOOT NORTHEAST OF A FENCE.  MONUMENT IS 3.0 FEET
 AN0601'NORTHWEST OF A 4X4 INCH WOODEN MARKER POST AND PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0602 ***********************************************************************
 AN0602  DESIGNATION -  D 698 RESET 1949
 AN0602  PID         -  AN0602
 AN0602  STATE/COUNTY-  TX/VICTORIA
 AN0602  USGS QUAD   -  VICTORIA EAST (1995)
 AN0602
 AN0602                         *CURRENT SURVEY CONTROL
 AN0602  ___________________________________________________________________
 AN0602* NAD 83(1986)-  28 45 46.     (N)    096 54 17.     (W)     SCALED    
 AN0602* NAVD 88     -        22.01   (+/-2cm)      72.2    (feet)  VERTCON   
 AN0602  ___________________________________________________________________
 AN0602  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0602
 AN0602  VERT ORDER  -  THIRD (See Below)
 AN0602
 AN0602.The horizontal coordinates were scaled from a topographic map and have
 AN0602.an estimated accuracy of +/- 6 seconds.
 AN0602
 AN0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0602.The vertical order pertains to the NGVD 29 superseded value.
 AN0602
 AN0602.The geoid height was determined by GEOID03.
 AN0602
 AN0602;                    North         East    Units  Estimated Accuracy
 AN0602;SPC TXSC     - 4,104,840.      804,600.      MT  (+/- 180 meters Scaled)
 AN0602
 AN0602                          SUPERSEDED SURVEY CONTROL
 AN0602
 AN0602  NGVD 29 (??/??/??)   22.11   (m)           72.5    (f) RESET       3  
 AN0602
 AN0602.Superseded values are not recommended for survey control.
 AN0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0602.See file dsdata.txt to determine how the superseded data were derived.
 AN0602
 AN0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS045835(NAD 83)
 AN0602_MARKER: DB = BENCH MARK DISK
 AN0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0602_STAMPING: D 698 RESET 1949
 AN0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0602+STABILITY: SURFACE MOTION
 AN0602
 AN0602  HISTORY     - Date     Condition        Report By
 AN0602  HISTORY     - 1949     MONUMENTED       CGS
 AN0602
 AN0602                          STATION DESCRIPTION
 AN0602
 AN0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 AN0602'1.4 MI NE FROM GUADALUPE.
 AN0602'1.4 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AN0602'GUADALUPE, VICTORIA COUNTY, 135 FEET NORTHEAST OF A THREE-SPAN
 AN0602'CONCRETE BRIDGE, 41 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.8 FEET
 AN0602'NORTHWEST OF A FENCE CORNER, IN LINE WITH A PROPERTY-LINE FENCE, 3
 AN0602'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET LOWER
 AN0602'THAN THE ROAD.  A STANDARD DISK, STAMPED D 698 RESET 1949 AND SET IN
 AN0602'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.  NOTE--
 AN0602'THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY W.S.
 AN0602'KING, C.E., IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0989 ***********************************************************************
 AN0989  DESIGNATION -  D 699
 AN0989  PID         -  AN0989
 AN0989  STATE/COUNTY-  TX/VICTORIA
 AN0989  USGS QUAD   -  MC FADDIN (1987)
 AN0989
 AN0989                         *CURRENT SURVEY CONTROL
 AN0989  ___________________________________________________________________
 AN0989* NAD 83(1986)-  28 35 41.     (N)    097 02 36.     (W)     SCALED    
 AN0989* NAVD 88     -        25.59   (+/-2cm)      84.0    (feet)  VERTCON   
 AN0989  ___________________________________________________________________
 AN0989  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0989
 AN0989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0989
 AN0989.The horizontal coordinates were scaled from a topographic map and have
 AN0989.an estimated accuracy of +/- 6 seconds.
 AN0989
 AN0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0989.The vertical order pertains to the NGVD 29 superseded value.
 AN0989
 AN0989.The geoid height was determined by GEOID03.
 AN0989
 AN0989;                    North         East    Units  Estimated Accuracy
 AN0989;SPC TXSC     - 4,085,990.      791,380.      MT  (+/- 180 meters Scaled)
 AN0989
 AN0989                          SUPERSEDED SURVEY CONTROL
 AN0989
 AN0989  NGVD 29 (??/??/92)   25.727  (m)           84.41   (f) ADJ UNCH    2 0
 AN0989
 AN0989.Superseded values are not recommended for survey control.
 AN0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0989.See file dsdata.txt to determine how the superseded data were derived.
 AN0989
 AN0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS913646(NAD 83)
 AN0989_MARKER: DB = BENCH MARK DISK
 AN0989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0989_SP_SET: CULVERT
 AN0989_STAMPING: D 699 1943
 AN0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0989
 AN0989  HISTORY     - Date     Condition        Report By
 AN0989  HISTORY     - 1943     MONUMENTED       CGS
 AN0989  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0989
 AN0989                          STATION DESCRIPTION
 AN0989
 AN0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0989'4.2 MI NW FROM MCFADDIN.
 AN0989'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AN0989'AT MCFADDIN, PROCEED 1.9 MILES WEST ALONG A GRAVEL ROAD TO THE
 AN0989'INTERSECTION OF U.S. HIGHWAY NO. 77, THENCE GO 2.3 MILES NORTH ALONG
 AN0989'U.S. HIGHWAY NO. 77 TO A 6X4 FOOT CONCRETE CULVERT UNDER HIGHWAY AND
 AN0989'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE NORTH END
 AN0989'OF THE EAST CONCRETE HEADWALL OF CULVERT.  IT IS 15.4 FEET EAST OF AND
 AN0989'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF HIGHWAY.
 AN0989
 AN0989                          STATION RECOVERY (1990)
 AN0989
 AN0989'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0990 ***********************************************************************
 AN0990  DESIGNATION -  D 699 RESET 1954
 AN0990  PID         -  AN0990
 AN0990  STATE/COUNTY-  TX/VICTORIA
 AN0990  USGS QUAD   -  MC FADDIN (1987)
 AN0990
 AN0990                         *CURRENT SURVEY CONTROL
 AN0990  ___________________________________________________________________
 AN0990* NAD 83(1986)-  28 35 41.     (N)    097 02 36.     (W)     SCALED    
 AN0990* NAVD 88     -        25.48   (+/-2cm)      83.6    (feet)  VERTCON   
 AN0990  ___________________________________________________________________
 AN0990  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0990
 AN0990  VERT ORDER  -  THIRD (See Below)
 AN0990
 AN0990.The horizontal coordinates were scaled from a topographic map and have
 AN0990.an estimated accuracy of +/- 6 seconds.
 AN0990
 AN0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0990.The vertical order pertains to the NGVD 29 superseded value.
 AN0990
 AN0990.The geoid height was determined by GEOID03.
 AN0990
 AN0990;                    North         East    Units  Estimated Accuracy
 AN0990;SPC TXSC     - 4,085,990.      791,380.      MT  (+/- 180 meters Scaled)
 AN0990
 AN0990                          SUPERSEDED SURVEY CONTROL
 AN0990
 AN0990  NGVD 29 (01/29/03)   25.61   (m)           84.0    (f) RESET       3  
 AN0990
 AN0990.Superseded values are not recommended for survey control.
 AN0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0990.See file dsdata.txt to determine how the superseded data were derived.
 AN0990
 AN0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS913646(NAD 83)
 AN0990_MARKER: DB = BENCH MARK DISK
 AN0990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0990_SP_SET: CULVERT
 AN0990_STAMPING: D 699 RESET 1954
 AN0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0990
 AN0990  HISTORY     - Date     Condition        Report By
 AN0990  HISTORY     - 1954     MONUMENTED       TXHD
 AN0990  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0990
 AN0990                          STATION DESCRIPTION
 AN0990
 AN0990'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AN0990'4.2 MI NW FROM MCFADDIN.
 AN0990'1.9 MILES WEST ALONG FARM-TO-MARKET ROAD 445 FROM THE MISSOURI PACIFIC
 AN0990'RAILROAD STATION AT MCFADDIN, VICTORIA COUNTY, THENCE 2.3 MILES NORTH
 AN0990'ALONG U.S. HIGHWAY 77.  AT A CONCRETE CULVERT, IN THE TOP OF THE WEST
 AN0990'HEADWALL, 30.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.6
 AN0990'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 699 RESET
 AN0990'1954.
 AN0990
 AN0990                          STATION RECOVERY (1990)
 AN0990
 AN0990'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0822 ***********************************************************************
 AB0822  DESIGNATION -  D 7
 AB0822  PID         -  AB0822
 AB0822  STATE/COUNTY-  TX/CAMERON
 AB0822  USGS QUAD   -  HARLINGEN (1983)
 AB0822
 AB0822                         *CURRENT SURVEY CONTROL
 AB0822  ___________________________________________________________________
 AB0822* NAD 83(1986)-  26 08 50.     (N)    097 42 56.     (W)     SCALED    
 AB0822* NAVD 88     -        13.073  (meters)      42.89   (feet)  ADJUSTED  
 AB0822  ___________________________________________________________________
 AB0822  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0822  DYNAMIC HT  -          13.051 (meters)      42.82  (feet)  COMP
 AB0822  MODELED GRAV-     979,029.0   (mgal)                       NAVD 88
 AB0822
 AB0822  VERT ORDER  -  SECOND    CLASS 0
 AB0822
 AB0822.The horizontal coordinates were scaled from a topographic map and have
 AB0822.an estimated accuracy of +/- 6 seconds.
 AB0822
 AB0822.The orthometric height was determined by differential leveling
 AB0822.and adjusted by the National Geodetic Survey in June 1991..
 AB0822
 AB0822.The geoid height was determined by GEOID03.
 AB0822
 AB0822.The dynamic height is computed by dividing the NAVD 88
 AB0822.geopotential number by the normal gravity value computed on the
 AB0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0822.degrees latitude (g = 980.6199 gals.).
 AB0822
 AB0822.The modeled gravity was interpolated from observed gravity values.
 AB0822
 AB0822;                    North         East    Units  Estimated Accuracy
 AB0822;SPC TX S     - 5,053,490.      378,440.      MT  (+/- 180 meters Scaled)
 AB0822
 AB0822                          SUPERSEDED SURVEY CONTROL
 AB0822
 AB0822  NGVD 29 (??/??/92)   13.182  (m)           43.25   (f) ADJ UNCH    2 0
 AB0822
 AB0822.Superseded values are not recommended for survey control.
 AB0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0822.See file dsdata.txt to determine how the superseded data were derived.
 AB0822
 AB0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP283926(NAD 83)
 AB0822_MARKER: DD = SURVEY DISK
 AB0822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0822_SP_SET: CULVERT
 AB0822_STAMPING: D 7 43.07
 AB0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0822
 AB0822  HISTORY     - Date     Condition        Report By
 AB0822  HISTORY     - UNK      MONUMENTED
 AB0822  HISTORY     - 1942     GOOD             NGS
 AB0822  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0822
 AB0822                          STATION DESCRIPTION
 AB0822
 AB0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0822'4.1 MI N FROM RANGERVILLE.
 AB0822'4.1 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0822'RANGERVILLE, CAMERON COUNTY, 56 YARDS NORTH ACROSS THE ROAD FROM REA
 AB0822'CO-OP POLE NO. 8/15-135, AT A CONCRETE-BOX CULVERT UNDER THE ROAD, IN
 AB0822'THE CENTER OF THE TOP OF THE EAST HEADWALL, 15.5 FEET EAST OF THE
 AB0822'CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.  A CAMERON COUNTY
 AB0822'STANDARD DISK, STAMPED D 7 43.07.
 AB0822
 AB0822                          STATION RECOVERY (1987)
 AB0822
 AB0822'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1015 ***********************************************************************
 AX1015  DESIGNATION -  D 7
 AX1015  PID         -  AX1015
 AX1015  STATE/COUNTY-  TX/FAYETTE
 AX1015  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1015
 AX1015                         *CURRENT SURVEY CONTROL
 AX1015  ___________________________________________________________________
 AX1015* NAD 83(1986)-  29 54 25.     (N)    096 47 16.     (W)     SCALED    
 AX1015* NAVD 88     -        94.234  (meters)     309.17   (feet)  ADJUSTED  
 AX1015  ___________________________________________________________________
 AX1015  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AX1015  DYNAMIC HT  -          94.104 (meters)     308.74  (feet)  COMP
 AX1015  MODELED GRAV-     979,262.8   (mgal)                       NAVD 88
 AX1015
 AX1015  VERT ORDER  -  FIRST     CLASS I
 AX1015
 AX1015.The horizontal coordinates were scaled from a topographic map and have
 AX1015.an estimated accuracy of +/- 6 seconds.
 AX1015
 AX1015.The orthometric height was determined by differential leveling
 AX1015.and adjusted by the National Geodetic Survey in June 1991..
 AX1015
 AX1015.The geoid height was determined by GEOID03.
 AX1015
 AX1015.The dynamic height is computed by dividing the NAVD 88
 AX1015.geopotential number by the normal gravity value computed on the
 AX1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1015.degrees latitude (g = 980.6199 gals.).
 AX1015
 AX1015.The modeled gravity was interpolated from observed gravity values.
 AX1015
 AX1015;                    North         East    Units  Estimated Accuracy
 AX1015;SPC TXSC     - 4,231,840.      813,620.      MT  (+/- 180 meters Scaled)
 AX1015
 AX1015                          SUPERSEDED SURVEY CONTROL
 AX1015
 AX1015  NGVD 29 (12/23/87)   94.189  (m)          309.02   (f) ADJUSTED    1 1
 AX1015
 AX1015.Superseded values are not recommended for survey control.
 AX1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1015.See file dsdata.txt to determine how the superseded data were derived.
 AX1015
 AX1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU135105(NAD 83)
 AX1015_MARKER: Q = CHISELED SQUARE
 AX1015_SETTING: 0 = UNSPECIFIED SETTING
 AX1015_SP_SET: LIMESTONE POST
 AX1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1015+STABILITY: SURFACE MOTION
 AX1015
 AX1015  HISTORY     - Date     Condition        Report By
 AX1015  HISTORY     - UNK      MONUMENTED       CGS
 AX1015  HISTORY     - 1972     GOOD             NGS
 AX1015  HISTORY     - 1978     GOOD             NGS
 AX1015  HISTORY     - 1986     GOOD             NGS
 AX1015
 AX1015                          STATION DESCRIPTION
 AX1015
 AX1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1015'5.7 MI E FROM LA GRANGE.
 AX1015'ABOUT 5.7 MILES EAST ALONG THE MISSOURI KANSAS AND TEXAS RAILROAD FROM
 AX1015'THE STATION AT LA GRANGE, 84 FEET SOUTH AND ACROSS THE TRACK FROM THE
 AX1015'3RD TELEPHONE POLE EAST OF MILEPOST 994, 61 FEET SOUTHEAST OF THE
 AX1015'CENTER OF THE CROSSING OF A GRAVELED ROAD, 45 1/2 FEET SOUTH OF THE
 AX1015'SOUTH RAIL, 46 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.35 MILE
 AX1015'WEST OF THE CROSSING OF A GRAVELED ROAD AT HALSTEAD, 1 FOOT SOUTHWEST
 AX1015'OF A 3-INCH OAK TREE, 0.9 FOOT NORTHEAST OF A METAL WITNESS POST,
 AX1015'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IS A 1-INCH SQUARE HOLE
 AX1015'IN THE TOP OF A LIMESTONE POST WHICH PROJECTS 6 INCHES ABOVE THE
 AX1015'SURFACE OF THE GROUND.  NOTE-- THE POST IS CHIPPED ON THE SOUTHWEST
 AX1015'AND NORTHWEST CORNERS AND THE LETTERS S AND M ARE GONE FROM THE
 AX1015'LETTERS USBM WHICH WAS CUT IN THE STONE.
 AX1015
 AX1015                          STATION RECOVERY (1978)
 AX1015
 AX1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1015'RECOVERED IN GOOD CONDITION.
 AX1015
 AX1015                          STATION RECOVERY (1986)
 AX1015
 AX1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0147 ***********************************************************************
 EO0147  DESIGNATION -  D 70
 EO0147  PID         -  EO0147
 EO0147  STATE/COUNTY-  TX/LAMB
 EO0147  USGS QUAD   -  SUDAN (1981)
 EO0147
 EO0147                         *CURRENT SURVEY CONTROL
 EO0147  ___________________________________________________________________
 EO0147* NAD 83(1986)-  34 06 07.     (N)    102 34 08.     (W)     SCALED    
 EO0147* NAVD 88     -      1163.200  (meters)    3816.27   (feet)  ADJUSTED  
 EO0147  ___________________________________________________________________
 EO0147  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 EO0147  DYNAMIC HT  -        1161.688 (meters)    3811.30  (feet)  COMP
 EO0147  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 EO0147
 EO0147  VERT ORDER  -  FIRST     CLASS II
 EO0147
 EO0147.The horizontal coordinates were scaled from a topographic map and have
 EO0147.an estimated accuracy of +/- 6 seconds.
 EO0147
 EO0147.The orthometric height was determined by differential leveling
 EO0147.and adjusted by the National Geodetic Survey in June 1991..
 EO0147
 EO0147.The geoid height was determined by GEOID03.
 EO0147
 EO0147.The dynamic height is computed by dividing the NAVD 88
 EO0147.geopotential number by the normal gravity value computed on the
 EO0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0147.degrees latitude (g = 980.6199 gals.).
 EO0147
 EO0147.The modeled gravity was interpolated from observed gravity values.
 EO0147
 EO0147;                    North         East    Units  Estimated Accuracy
 EO0147;SPC TXNC     - 2,277,340.      224,630.      MT  (+/- 180 meters Scaled)
 EO0147
 EO0147                          SUPERSEDED SURVEY CONTROL
 EO0147
 EO0147  NGVD 29 (??/??/92) 1162.674  (m)         3814.54   (f) ADJ UNCH    1 2
 EO0147
 EO0147.Superseded values are not recommended for survey control.
 EO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0147.See file dsdata.txt to determine how the superseded data were derived.
 EO0147
 EO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT242761(NAD 83)
 EO0147_MARKER: DB = BENCH MARK DISK
 EO0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0147_SP_SET: PIER
 EO0147_STAMPING: 3814.540 D 70 1930
 EO0147_MARK LOGO: CGS   
 EO0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0147
 EO0147  HISTORY     - Date     Condition        Report By
 EO0147  HISTORY     - 1930     MONUMENTED       CGS
 EO0147  HISTORY     - 1934     GOOD             NGS
 EO0147  HISTORY     - 1982     GOOD             NGS
 EO0147
 EO0147                          STATION DESCRIPTION
 EO0147
 EO0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EO0147'3.3 MI N FROM SUDAN.
 EO0147'3.3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM SUDAN,
 EO0147'LAMB COUNTY, ABOUT 0.7 MILE SOUTH OF MILEPOST 34, 90 FEET NORTH OF A
 EO0147'ROAD CROSSING, AT BRIDGE 34A, IN THE NORTH PIER, AND ON THE WEST SIDE
 EO0147'OF THE TRACK.
 EO0147
 EO0147                          STATION RECOVERY (1982)
 EO0147
 EO0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0147'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  19.8 KM (12.3
 EO0147'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S.
 EO0147'HIGHWAY 70 IN MULESHOE, 0.7 KM (0.45 MI) NORTHWEST OF RAILROAD
 EO0147'MILEPOST 35, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 EO0147'ABUTMENT OF AN ATCHISON, SANTA FE RAILROAD TRESTLE, 38.4 METERS (126.0
 EO0147'FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EO0147'HIGHWAY, 31.1 METERS (102.0 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 EO0147'CROSSROAD AND 2.1 METERS (6.9 FT) SOUTHWEST OF THE NEAR RAIL.
 EO0147'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0193 ***********************************************************************
 BO0193  DESIGNATION -  D 700
 BO0193  PID         -  BO0193
 BO0193  STATE/COUNTY-  TX/CROCKETT
 BO0193  USGS QUAD   -  INDIO HILL (1967)
 BO0193
 BO0193                         *CURRENT SURVEY CONTROL
 BO0193  ___________________________________________________________________
 BO0193* NAD 83(1986)-  30 46 04.     (N)    101 11 14.     (W)     SCALED    
 BO0193* NAVD 88     -       743.659  (meters)    2439.82   (feet)  ADJUSTED  
 BO0193  ___________________________________________________________________
 BO0193  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 BO0193  DYNAMIC HT  -         742.569 (meters)    2436.25  (feet)  COMP
 BO0193  MODELED GRAV-     979,150.4   (mgal)                       NAVD 88
 BO0193
 BO0193  VERT ORDER  -  SECOND    CLASS 0
 BO0193
 BO0193.The horizontal coordinates were scaled from a topographic map and have
 BO0193.an estimated accuracy of +/- 6 seconds.
 BO0193
 BO0193.The orthometric height was determined by differential leveling
 BO0193.and adjusted by the National Geodetic Survey in June 1991..
 BO0193
 BO0193.The geoid height was determined by GEOID03.
 BO0193
 BO0193.The dynamic height is computed by dividing the NAVD 88
 BO0193.geopotential number by the normal gravity value computed on the
 BO0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0193.degrees latitude (g = 980.6199 gals.).
 BO0193
 BO0193.The modeled gravity was interpolated from observed gravity values.
 BO0193
 BO0193;                    North         East    Units  Estimated Accuracy
 BO0193;SPC TX C     - 3,122,380.      618,260.      MT  (+/- 180 meters Scaled)
 BO0193
 BO0193                          SUPERSEDED SURVEY CONTROL
 BO0193
 BO0193  NGVD 29 (??/??/92)  743.438  (m)         2439.10   (f) ADJ UNCH    2 0
 BO0193
 BO0193.Superseded values are not recommended for survey control.
 BO0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0193.See file dsdata.txt to determine how the superseded data were derived.
 BO0193
 BO0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV906059(NAD 83)
 BO0193_MARKER: DB = BENCH MARK DISK
 BO0193_SETTING: 80 = SET IN A BOULDER
 BO0193_SP_SET: BOULDER
 BO0193_STAMPING: D 700 1942
 BO0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0193+STABILITY: SURFACE MOTION
 BO0193
 BO0193  HISTORY     - Date     Condition        Report By
 BO0193  HISTORY     - 1942     MONUMENTED       CGS
 BO0193  HISTORY     - 1966     GOOD             NGS
 BO0193
 BO0193                          STATION DESCRIPTION
 BO0193
 BO0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0193'4.2 MI N FROM OZONA.
 BO0193'ABOUT 4.2 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE OZONA NATIONAL
 BO0193'BANK AT OZONA, CROCKETT COUNTY, 60.7 FEET EAST OF THE CENTER LINE OF
 BO0193'THE HIGHWAY, 10 FEET EAST OF A WIRE FENCE PARALLELING THE HIGHWAY, 38
 BO0193'FEET NORTHEAST OF A POLE, AND IN THE TOP OF A FLAT BOULDER SURROUNDED
 BO0193'BY A CIRCLE OF ROCKS.  A STANDARD DISK, STAMPED D 700 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0349 ***********************************************************************
 CB0349  DESIGNATION -  D 701
 CB0349  PID         -  CB0349
 CB0349  STATE/COUNTY-  TX/IRION
 CB0349  USGS QUAD   -  BARNHART SW (1971)
 CB0349
 CB0349                         *CURRENT SURVEY CONTROL
 CB0349  ___________________________________________________________________
 CB0349* NAD 83(1986)-  31 05 59.     (N)    101 10 05.     (W)     SCALED    
 CB0349* NAVD 88     -       798.394  (meters)    2619.40   (feet)  ADJUSTED  
 CB0349  ___________________________________________________________________
 CB0349  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CB0349  DYNAMIC HT  -         797.239 (meters)    2615.61  (feet)  COMP
 CB0349  MODELED GRAV-     979,167.1   (mgal)                       NAVD 88
 CB0349
 CB0349  VERT ORDER  -  SECOND    CLASS 0
 CB0349
 CB0349.The horizontal coordinates were scaled from a topographic map and have
 CB0349.an estimated accuracy of +/- 6 seconds.
 CB0349
 CB0349.The orthometric height was determined by differential leveling
 CB0349.and adjusted by the National Geodetic Survey in June 1991..
 CB0349
 CB0349.The geoid height was determined by GEOID03.
 CB0349
 CB0349.The dynamic height is computed by dividing the NAVD 88
 CB0349.geopotential number by the normal gravity value computed on the
 CB0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0349.degrees latitude (g = 980.6199 gals.).
 CB0349
 CB0349.The modeled gravity was interpolated from observed gravity values.
 CB0349
 CB0349;                    North         East    Units  Estimated Accuracy
 CB0349;SPC TX C     - 3,159,160.      620,370.      MT  (+/- 180 meters Scaled)
 CB0349
 CB0349                          SUPERSEDED SURVEY CONTROL
 CB0349
 CB0349  NGVD 29 (??/??/92)  798.141  (m)         2618.57   (f) ADJ UNCH    2 0
 CB0349
 CB0349.Superseded values are not recommended for survey control.
 CB0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0349.See file dsdata.txt to determine how the superseded data were derived.
 CB0349
 CB0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV932426(NAD 83)
 CB0349_MARKER: DB = BENCH MARK DISK
 CB0349_SETTING: 80 = SET IN A BOULDER
 CB0349_SP_SET: BOULDER
 CB0349_STAMPING: D 701 1942
 CB0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0349+STABILITY: SURFACE MOTION
 CB0349
 CB0349  HISTORY     - Date     Condition        Report By
 CB0349  HISTORY     - 1942     MONUMENTED       CGS
 CB0349  HISTORY     - 1966     GOOD             NGS
 CB0349  HISTORY     - 1981     GOOD             NGS
 CB0349
 CB0349                          STATION DESCRIPTION
 CB0349
 CB0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CB0349'2.0 MI S FROM BARNHART.
 CB0349'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE JUNCTION OF
 CB0349'U.S. HIGHWAY 67 AT BARNHART, IRION COUNTY, ABOUT 210 FEET SOUTHWEST OF
 CB0349'THE SOUTHWEST SIDE OF A WATER TANK, 59 FEET EAST OF THE CENTER LINE OF
 CB0349'THE HIGHWAY, 12.5 FEET NORTHEAST OF A POLE, 8 FEET EAST OF A WIRE
 CB0349'FENCE PARALLELING THE HIGHWAY, IN THE TOP OF BOULDER SURROUNDED BY A
 CB0349'CIRCLE OF ROCKS, AND BOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 CB0349'DISK, STAMPED D 701 1942.
 CB0349
 CB0349                          STATION RECOVERY (1981)
 CB0349
 CB0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0292 ***********************************************************************
 BO0292  DESIGNATION -  D 703
 BO0292  PID         -  BO0292
 BO0292  STATE/COUNTY-  TX/VAL VERDE
 BO0292  USGS QUAD   -  PANDALE (1970)
 BO0292
 BO0292                         *CURRENT SURVEY CONTROL
 BO0292  ___________________________________________________________________
 BO0292* NAD 83(1986)-  30 10 01.     (N)    101 32 30.     (W)     SCALED    
 BO0292* NAVD 88     -       496.597  (meters)    1629.25   (feet)  ADJUSTED  
 BO0292  ___________________________________________________________________
 BO0292  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 BO0292  DYNAMIC HT  -         495.863 (meters)    1626.84  (feet)  COMP
 BO0292  MODELED GRAV-     979,150.9   (mgal)                       NAVD 88
 BO0292
 BO0292  VERT ORDER  -  FIRST     CLASS II
 BO0292
 BO0292.The horizontal coordinates were scaled from a topographic map and have
 BO0292.an estimated accuracy of +/- 6 seconds.
 BO0292
 BO0292.The orthometric height was determined by differential leveling
 BO0292.and adjusted by the National Geodetic Survey in June 1991..
 BO0292
 BO0292.The geoid height was determined by GEOID03.
 BO0292
 BO0292.The dynamic height is computed by dividing the NAVD 88
 BO0292.geopotential number by the normal gravity value computed on the
 BO0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0292.degrees latitude (g = 980.6199 gals.).
 BO0292
 BO0292.The modeled gravity was interpolated from observed gravity values.
 BO0292
 BO0292;                    North         East    Units  Estimated Accuracy
 BO0292;SPC TXSC     - 4,261,300.      355,200.      MT  (+/- 180 meters Scaled)
 BO0292
 BO0292                          SUPERSEDED SURVEY CONTROL
 BO0292
 BO0292  NGVD 29 (??/??/92)  496.460  (m)         1628.80   (f) ADJ UNCH    1 2
 BO0292
 BO0292.Superseded values are not recommended for survey control.
 BO0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0292.See file dsdata.txt to determine how the superseded data were derived.
 BO0292
 BO0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU552400(NAD 83)
 BO0292_MARKER: DB = BENCH MARK DISK
 BO0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0292_STAMPING: D 703 1942
 BO0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0292+STABILITY: SURFACE MOTION
 BO0292
 BO0292  HISTORY     - Date     Condition        Report By
 BO0292  HISTORY     - 1942     MONUMENTED       CGS
 BO0292  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0292
 BO0292                          STATION DESCRIPTION
 BO0292
 BO0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0292'1.75 MI S FROM PANDALE.
 BO0292'THIS MARK IS ABOUT 1.75 MILES SOUTH ALONG A DIRT ROAD FROM THE
 BO0292'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 26.7 FEET SOUTHWEST OF THE
 BO0292'CENTER LINE OF THE DIRT ROAD, 11.2 FEET NORTHEAST OF A MESQUITE TREE,
 BO0292'27.2 FEET SOUTH OF A SECOND MESQUITE TREE, ABOUT 4-INCHES HIGH THAN
 BO0292'THE ROAD.
 BO0292
 BO0292                          STATION RECOVERY (1970)
 BO0292
 BO0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0306 ***********************************************************************
 AZ0306  DESIGNATION -  D 704
 AZ0306  PID         -  AZ0306
 AZ0306  STATE/COUNTY-  TX/VAL VERDE
 AZ0306  USGS QUAD   -  HARKELL CANYON (1973)
 AZ0306
 AZ0306                         *CURRENT SURVEY CONTROL
 AZ0306  ___________________________________________________________________
 AZ0306* NAD 83(1986)-  29 53 16.     (N)    101 33 54.     (W)     SCALED    
 AZ0306* NAVD 88     -       481.662  (meters)    1580.25   (feet)  ADJUSTED  
 AZ0306  ___________________________________________________________________
 AZ0306  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AZ0306  DYNAMIC HT  -         480.951 (meters)    1577.92  (feet)  COMP
 AZ0306  MODELED GRAV-     979,152.0   (mgal)                       NAVD 88
 AZ0306
 AZ0306  VERT ORDER  -  FIRST     CLASS II
 AZ0306
 AZ0306.The horizontal coordinates were scaled from a topographic map and have
 AZ0306.an estimated accuracy of +/- 6 seconds.
 AZ0306
 AZ0306.The orthometric height was determined by differential leveling
 AZ0306.and adjusted by the National Geodetic Survey in June 1991..
 AZ0306
 AZ0306.The geoid height was determined by GEOID03.
 AZ0306
 AZ0306.The dynamic height is computed by dividing the NAVD 88
 AZ0306.geopotential number by the normal gravity value computed on the
 AZ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0306.degrees latitude (g = 980.6199 gals.).
 AZ0306
 AZ0306.The modeled gravity was interpolated from observed gravity values.
 AZ0306
 AZ0306;                    North         East    Units  Estimated Accuracy
 AZ0306;SPC TXSC     - 4,230,410.      352,280.      MT  (+/- 180 meters Scaled)
 AZ0306
 AZ0306                          SUPERSEDED SURVEY CONTROL
 AZ0306
 AZ0306  NGVD 29 (??/??/92)  481.538  (m)         1579.85   (f) ADJ UNCH    1 2
 AZ0306
 AZ0306.Superseded values are not recommended for survey control.
 AZ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0306.See file dsdata.txt to determine how the superseded data were derived.
 AZ0306
 AZ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU522091(NAD 83)
 AZ0306_MARKER: DB = BENCH MARK DISK
 AZ0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0306_STAMPING: D 704 1942
 AZ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0306+STABILITY: SURFACE MOTION
 AZ0306
 AZ0306  HISTORY     - Date     Condition        Report By
 AZ0306  HISTORY     - 1942     MONUMENTED       CGS
 AZ0306  HISTORY     - 1973     GOOD             USGS
 AZ0306  HISTORY     - 20010607 GOOD             USPSQD
 AZ0306
 AZ0306                          STATION DESCRIPTION
 AZ0306
 AZ0306'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0306'6.2 MI N FROM LANGTRY.
 AZ0306'ABOUT 5.9 MI. NORTH ALONG THE DIRT ROAD TO PANDALE FROM THE SOUTHERN
 AZ0306'PACIFIC CO. RAILROAD STATION AT LANGTRY, 0.3 MI. NORTH OF A DRAIN
 AZ0306'CROSSING, AT A BEND IN THE ROAD, 32.1 FEET NORTHEAST OF THE CENTER
 AZ0306'LINE OF THE ROAD, 1.5 FEET SOUTHWEST OF A WIRE FENCE PARALLELING THE
 AZ0306'ROAD AND ABOUT 2 FEET LOWER THAN THE ROAD.  A STANDARD DISK STAMPED D
 AZ0306'704 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AZ0306
 AZ0306                          STATION RECOVERY (2001)
 AZ0306
 AZ0306'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0506 ***********************************************************************
 CD0506  DESIGNATION -  D 705
 CD0506  PID         -  CD0506
 CD0506  STATE/COUNTY-  TX/HUDSPETH
 CD0506  USGS QUAD   -  BLACK HILLS (1979)
 CD0506
 CD0506                         *CURRENT SURVEY CONTROL
 CD0506  ___________________________________________________________________
 CD0506* NAD 83(1986)-  31 22 47.     (N)    105 20 56.     (W)     SCALED    
 CD0506* NAVD 88     -      1374.961  (meters)    4511.02   (feet)  ADJUSTED  
 CD0506  ___________________________________________________________________
 CD0506  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0506  DYNAMIC HT  -        1372.809 (meters)    4503.96  (feet)  COMP
 CD0506  MODELED GRAV-     979,026.7   (mgal)                       NAVD 88
 CD0506
 CD0506  VERT ORDER  -  FIRST     CLASS II
 CD0506
 CD0506.The horizontal coordinates were scaled from a topographic map and have
 CD0506.an estimated accuracy of +/- 6 seconds.
 CD0506
 CD0506.The orthometric height was determined by differential leveling
 CD0506.and adjusted by the National Geodetic Survey in June 1991..
 CD0506
 CD0506.The geoid height was determined by GEOID03.
 CD0506
 CD0506.The dynamic height is computed by dividing the NAVD 88
 CD0506.geopotential number by the normal gravity value computed on the
 CD0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0506.degrees latitude (g = 980.6199 gals.).
 CD0506
 CD0506.The modeled gravity was interpolated from observed gravity values.
 CD0506
 CD0506;                    North         East    Units  Estimated Accuracy
 CD0506;SPC TX C     - 3,200,660.      223,110.      MT  (+/- 180 meters Scaled)
 CD0506
 CD0506                          SUPERSEDED SURVEY CONTROL
 CD0506
 CD0506  NGVD 29 (??/??/92) 1374.391  (m)         4509.15   (f) ADJ UNCH    1 2
 CD0506
 CD0506.Superseded values are not recommended for survey control.
 CD0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0506.See file dsdata.txt to determine how the superseded data were derived.
 CD0506
 CD0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ668717(NAD 83)
 CD0506_MARKER: DB = BENCH MARK DISK
 CD0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0506_STAMPING: D 705 1942
 CD0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0506+STABILITY: SURFACE MOTION
 CD0506
 CD0506  HISTORY     - Date     Condition        Report By
 CD0506  HISTORY     - 1942     MONUMENTED       CGS
 CD0506  HISTORY     - 1958     GOOD             NGS
 CD0506  HISTORY     - 19870601 MARK NOT FOUND   USPSQD
 CD0506
 CD0506                          STATION DESCRIPTION
 CD0506
 CD0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0506'15.65 MI N FROM SIERRA BLANCA.
 CD0506'ABOUT 15.65 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0506'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 37 FEET EAST OF THE CENTER
 CD0506'LINE OF THE ROAD, 34 FEET WEST OF A FENCE, 2 FEET NORTH OF A WHITE
 CD0506'WOODEN WITNESS POST, ABOUT 0.5 MILE SOUTH OF THE JUNCTION OF A ROAD
 CD0506'LEADING EAST TO SEVERAL OLD RANCH BUILDINGS, ABOUT 1 FOOT ABOVE THE
 CD0506'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CD0506'INCHES.  NOTE-- THIS MARK WAS NOT FOUND RESET.
 CD0506
 CD0506                          STATION RECOVERY (1987)
 CD0506
 CD0506'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 CD0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0456 ***********************************************************************
 CD0456  DESIGNATION -  D 706
 CD0456  PID         -  CD0456
 CD0456  STATE/COUNTY-  TX/HUDSPETH
 CD0456  USGS QUAD   -  HUECO STATION (1984)
 CD0456
 CD0456                         *CURRENT SURVEY CONTROL
 CD0456  ___________________________________________________________________
 CD0456* NAD 83(1986)-  31 44 10.     (N)    105 22 20.     (W)     SCALED    
 CD0456* NAVD 88     -      1268.596  (meters)    4162.05   (feet)  ADJUSTED  
 CD0456  ___________________________________________________________________
 CD0456  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CD0456  DYNAMIC HT  -        1266.686 (meters)    4155.79  (feet)  COMP
 CD0456  MODELED GRAV-     979,089.7   (mgal)                       NAVD 88
 CD0456
 CD0456  VERT ORDER  -  FIRST     CLASS I
 CD0456
 CD0456.The horizontal coordinates were scaled from a topographic map and have
 CD0456.an estimated accuracy of +/- 6 seconds.
 CD0456
 CD0456.The orthometric height was determined by differential leveling
 CD0456.and adjusted by the National Geodetic Survey in June 1991..
 CD0456
 CD0456.The geoid height was determined by GEOID03.
 CD0456
 CD0456.The dynamic height is computed by dividing the NAVD 88
 CD0456.geopotential number by the normal gravity value computed on the
 CD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0456.degrees latitude (g = 980.6199 gals.).
 CD0456
 CD0456.The modeled gravity was interpolated from observed gravity values.
 CD0456
 CD0456;                    North         East    Units  Estimated Accuracy
 CD0456;SPC TX C     - 3,240,230.      222,680.      MT  (+/- 180 meters Scaled)
 CD0456
 CD0456                          SUPERSEDED SURVEY CONTROL
 CD0456
 CD0456  NGVD 29 (??/??/92) 1268.055  (m)         4160.28   (f) ADJ UNCH    1 1
 CD0456
 CD0456.Superseded values are not recommended for survey control.
 CD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0456.See file dsdata.txt to determine how the superseded data were derived.
 CD0456
 CD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR647112(NAD 83)
 CD0456_MARKER: DB = BENCH MARK DISK
 CD0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0456_STAMPING: D 706 1943
 CD0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0456+STABILITY: SURFACE MOTION
 CD0456
 CD0456  HISTORY     - Date     Condition        Report By
 CD0456  HISTORY     - 1943     MONUMENTED       CGS
 CD0456  HISTORY     - 1958     GOOD             NGS
 CD0456  HISTORY     - 1977     GOOD             NGS
 CD0456
 CD0456                          STATION DESCRIPTION
 CD0456
 CD0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0456'40.9 MI N FROM SIERRA BLANCA.
 CD0456'ABOUT 40.9 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0456'PACIFIC RAILROAD STATION AT SIERRA BLANCA, ABOUT 1.7 MILES SOUTH OF
 CD0456'THE JUNCTION OF U. S. HIGHWAYS 62 AND 180, 58 FEET WEST OF THE CENTER
 CD0456'LINE OF THE ROAD, 23 FEET EAST OF THE CENTER LINE OF THE OLD ROAD, 28
 CD0456'FEET SOUTH OF A CONCRETE RIGHT OF WAY MARKER, 54 FEET EAST OF A FENCE,
 CD0456'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CD0456'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CD0456
 CD0456                          STATION RECOVERY (1977)
 CD0456
 CD0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0456'40.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0456'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.75 MILES SOUTH
 CD0456'ALONG RANCH ROAD 1111, 58 FT. WEST OF THE CENTER LINE OF THE ROAD,
 CD0456'54 FT. EAST OF A NORTH-SOUTH FENCE, 29 FT. SOUTH OF A CONCRETE
 CD0456'RIGHT OF WAY MARKER, 2 FT. NORTH OF A 6-BY-6 INCH WOODEN WITNESS
 CD0456'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0403 ***********************************************************************
 BP0403  DESIGNATION -  D 707
 BP0403  PID         -  BP0403
 BP0403  STATE/COUNTY-  TX/BREWSTER
 BP0403  USGS QUAD   -  ELEPHANT MOUNTAIN (1983)
 BP0403
 BP0403                         *CURRENT SURVEY CONTROL
 BP0403  ___________________________________________________________________
 BP0403* NAD 83(1986)-  30 05 36.     (N)    103 35 42.     (W)     SCALED    
 BP0403* NAVD 88     -      1369.203  (meters)    4492.13   (feet)  ADJUSTED  
 BP0403  ___________________________________________________________________
 BP0403  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 BP0403  DYNAMIC HT  -        1366.937 (meters)    4484.69  (feet)  COMP
 BP0403  MODELED GRAV-     978,939.5   (mgal)                       NAVD 88
 BP0403
 BP0403  VERT ORDER  -  SECOND    CLASS 0
 BP0403
 BP0403.The horizontal coordinates were scaled from a topographic map and have
 BP0403.an estimated accuracy of +/- 6 seconds.
 BP0403
 BP0403.The orthometric height was determined by differential leveling
 BP0403.and adjusted by the National Geodetic Survey in June 1991..
 BP0403
 BP0403.The geoid height was determined by GEOID03.
 BP0403
 BP0403.The dynamic height is computed by dividing the NAVD 88
 BP0403.geopotential number by the normal gravity value computed on the
 BP0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0403.degrees latitude (g = 980.6199 gals.).
 BP0403
 BP0403.The modeled gravity was interpolated from observed gravity values.
 BP0403
 BP0403;                    North         East    Units  Estimated Accuracy
 BP0403;SPC TXSC     - 4,259,180.      157,200.      MT  (+/- 180 meters Scaled)
 BP0403
 BP0403                          SUPERSEDED SURVEY CONTROL
 BP0403
 BP0403  NGVD 29 (??/??/92) 1368.696  (m)         4490.46   (f) ADJ UNCH    2 0
 BP0403
 BP0403.Superseded values are not recommended for survey control.
 BP0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0403.See file dsdata.txt to determine how the superseded data were derived.
 BP0403
 BP0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP353299(NAD 83)
 BP0403_MARKER: DB = BENCH MARK DISK
 BP0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0403_STAMPING: D 707 1943
 BP0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0403+STABILITY: SURFACE MOTION
 BP0403
 BP0403  HISTORY     - Date     Condition        Report By
 BP0403  HISTORY     - 1943     MONUMENTED       CGS
 BP0403  HISTORY     - 1958     GOOD             NGS
 BP0403
 BP0403                          STATION DESCRIPTION
 BP0403
 BP0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0403'22.25 MI S FROM ALPINE.
 BP0403'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0403'STATION AT ALPINE, THENCE ABOUT 21.85 MILES SOUTH ALONG STATE HIGHWAY
 BP0403'118.  73 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 BP0403'0.15 MILE SOUTH-SOUTHEAST OF A SHARP CURVE ON A HILL, 32 FEET
 BP0403'EAST-NORTHEAST OF THE OLD HIGHWAY, 11 FEET WEST-SOUTHWEST OF A WOVEN
 BP0403'WIRE FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2
 BP0403'FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BP0403'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0291 ***********************************************************************
 BA0291  DESIGNATION -  D 708
 BA0291  PID         -  BA0291
 BA0291  STATE/COUNTY-  TX/BREWSTER
 BA0291  USGS QUAD   -  BUCK HILL (1983)
 BA0291
 BA0291                         *CURRENT SURVEY CONTROL
 BA0291  ___________________________________________________________________
 BA0291* NAD 83(1986)-  29 46 37.     (N)    103 34 52.     (W)     SCALED    
 BA0291* NAVD 88     -      1186.549  (meters)    3892.87   (feet)  ADJUSTED  
 BA0291  ___________________________________________________________________
 BA0291  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 BA0291  DYNAMIC HT  -        1184.601 (meters)    3886.48  (feet)  COMP
 BA0291  MODELED GRAV-     978,959.5   (mgal)                       NAVD 88
 BA0291
 BA0291  VERT ORDER  -  SECOND    CLASS 0
 BA0291
 BA0291.The horizontal coordinates were scaled from a topographic map and have
 BA0291.an estimated accuracy of +/- 6 seconds.
 BA0291
 BA0291.The orthometric height was determined by differential leveling
 BA0291.and adjusted by the National Geodetic Survey in June 1991..
 BA0291
 BA0291.The geoid height was determined by GEOID03.
 BA0291
 BA0291.The dynamic height is computed by dividing the NAVD 88
 BA0291.geopotential number by the normal gravity value computed on the
 BA0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0291.degrees latitude (g = 980.6199 gals.).
 BA0291
 BA0291.The modeled gravity was interpolated from observed gravity values.
 BA0291
 BA0291;                    North         East    Units  Estimated Accuracy
 BA0291;SPC TXSC     - 4,224,080.      157,160.      MT  (+/- 180 meters Scaled)
 BA0291
 BA0291                          SUPERSEDED SURVEY CONTROL
 BA0291
 BA0291  NGVD 29 (??/??/92) 1186.074  (m)         3891.31   (f) ADJ UNCH    2 0
 BA0291
 BA0291.Superseded values are not recommended for survey control.
 BA0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0291.See file dsdata.txt to determine how the superseded data were derived.
 BA0291
 BA0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN371949(NAD 83)
 BA0291_MARKER: DB = BENCH MARK DISK
 BA0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0291_STAMPING: D 708 1943
 BA0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0291+STABILITY: SURFACE MOTION
 BA0291
 BA0291  HISTORY     - Date     Condition        Report By
 BA0291  HISTORY     - 1943     MONUMENTED       CGS
 BA0291  HISTORY     - 1958     GOOD             NGS
 BA0291  HISTORY     - 20010331 POOR             NGS
 BA0291
 BA0291                          STATION DESCRIPTION
 BA0291
 BA0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0291'37.15 MI N FROM TERLINGUA.
 BA0291'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0291'TERLINGUA, THENCE 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0291'THENCE 21.75 MILES NORTH ALONG STATE HIGHWAY 118.  96 FEET WEST OF THE
 BA0291'CENTER LINE OF THE HIGHWAY, AT THE NORTH END OF A CURVE IN THE
 BA0291'HIGHWAY, ABOUT 150 FEET SOUTH OF A SLIGHT RISE, 42 1/2 FEET NORTHWEST
 BA0291'OF A CONCRETE HIGHWAY MARKER, 33 1/2 FEET WEST OF THE WEST HIGHWAY
 BA0291'RIGHT OF WAY FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 BA0291'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BA0291'PROJECTING 6 INCHES.
 BA0291
 BA0291                          STATION RECOVERY (2001)
 BA0291
 BA0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0291'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0392 ***********************************************************************
 DP0392  DESIGNATION -  D 71
 DP0392  PID         -  DP0392
 DP0392  STATE/COUNTY-  TX/LUBBOCK
 DP0392  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0392
 DP0392                         *CURRENT SURVEY CONTROL
 DP0392  ___________________________________________________________________
 DP0392* NAD 83(1986)-  33 35 26.     (N)    101 50 38.     (W)     SCALED    
 DP0392* NAVD 88     -       974.230  (meters)    3196.29   (feet)  ADJUSTED  
 DP0392  ___________________________________________________________________
 DP0392  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 DP0392  DYNAMIC HT  -         972.970 (meters)    3192.15  (feet)  COMP
 DP0392  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 DP0392
 DP0392  VERT ORDER  -  FIRST     CLASS II
 DP0392
 DP0392.The horizontal coordinates were scaled from a topographic map and have
 DP0392.an estimated accuracy of +/- 6 seconds.
 DP0392
 DP0392.The orthometric height was determined by differential leveling
 DP0392.and adjusted by the National Geodetic Survey in June 1991..
 DP0392
 DP0392.The geoid height was determined by GEOID03.
 DP0392
 DP0392.The dynamic height is computed by dividing the NAVD 88
 DP0392.geopotential number by the normal gravity value computed on the
 DP0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0392.degrees latitude (g = 980.6199 gals.).
 DP0392
 DP0392.The modeled gravity was interpolated from observed gravity values.
 DP0392
 DP0392;                    North         East    Units  Estimated Accuracy
 DP0392;SPC TXNC     - 2,218,280.      289,680.      MT  (+/- 180 meters Scaled)
 DP0392
 DP0392                          SUPERSEDED SURVEY CONTROL
 DP0392
 DP0392  NGVD 29 (??/??/92)  973.862  (m)         3195.08   (f) ADJ UNCH    1 2
 DP0392
 DP0392.Superseded values are not recommended for survey control.
 DP0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0392.See file dsdata.txt to determine how the superseded data were derived.
 DP0392
 DP0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC360203(NAD 83)
 DP0392_MARKER: DB = BENCH MARK DISK
 DP0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0392_SP_SET: PIER
 DP0392_STAMPING: 3195.079 D 71 1930
 DP0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0392
 DP0392  HISTORY     - Date     Condition        Report By
 DP0392  HISTORY     - 1930     MONUMENTED       CGS
 DP0392  HISTORY     - 1945     GOOD             NGS
 DP0392  HISTORY     - 1966     GOOD             NGS
 DP0392  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0392
 DP0392                          STATION DESCRIPTION
 DP0392
 DP0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DP0392'IN LUBBOCK.
 DP0392'AT LUBBOCK, LUBBOCK COUNTY, AT THE FIRST UNDERPASS NORTH OF THE
 DP0392'PANHANDLE AND SANTA FE RAILWAY STATION, IN THE NORTH PIER, ON THE WEST
 DP0392'SIDE OF THE BRIDGE, ABOUT 3 FEET BELOW THE LEVEL OF THE GROUND, AND IN
 DP0392'A LITTLE TRIANGULAR CORNER.
 DP0392
 DP0392                          STATION RECOVERY (1966)
 DP0392
 DP0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DP0392'RECOVERED IN GOOD CONDITION.
 DP0392
 DP0392                          STATION RECOVERY (1982)
 DP0392
 DP0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0392'THERE IS A NEW UNDERPASS AT THIS LOCATION AND THE MARK IS PROBABLY
 DP0392'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0313 ***********************************************************************
 CB0313  DESIGNATION -  D 710
 CB0313  PID         -  CB0313
 CB0313  STATE/COUNTY-  TX/STERLING
 CB0313  USGS QUAD   -  CUMBIE DRAW (1963)
 CB0313
 CB0313                         *CURRENT SURVEY CONTROL
 CB0313  ___________________________________________________________________
 CB0313* NAD 83(1986)-  31 51 12.     (N)    101 07 10.     (W)     SCALED    
 CB0313* NAVD 88     -       733.668  (meters)    2407.04   (feet)  ADJUSTED  
 CB0313  ___________________________________________________________________
 CB0313  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CB0313  DYNAMIC HT  -         732.665 (meters)    2403.75  (feet)  COMP
 CB0313  MODELED GRAV-     979,248.6   (mgal)                       NAVD 88
 CB0313
 CB0313  VERT ORDER  -  SECOND    CLASS 0
 CB0313
 CB0313.The horizontal coordinates were scaled from a topographic map and have
 CB0313.an estimated accuracy of +/- 6 seconds.
 CB0313
 CB0313.The orthometric height was determined by differential leveling
 CB0313.and adjusted by the National Geodetic Survey in June 1991..
 CB0313
 CB0313.The geoid height was determined by GEOID03.
 CB0313
 CB0313.The dynamic height is computed by dividing the NAVD 88
 CB0313.geopotential number by the normal gravity value computed on the
 CB0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0313.degrees latitude (g = 980.6199 gals.).
 CB0313
 CB0313.The modeled gravity was interpolated from observed gravity values.
 CB0313
 CB0313;                    North         East    Units  Estimated Accuracy
 CB0313;SPC TX C     - 3,242,680.      625,600.      MT  (+/- 180 meters Scaled)
 CB0313
 CB0313                          SUPERSEDED SURVEY CONTROL
 CB0313
 CB0313  NGVD 29 (??/??/92)  733.438  (m)         2406.29   (f) ADJ UNCH    2 0
 CB0313
 CB0313.Superseded values are not recommended for survey control.
 CB0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0313.See file dsdata.txt to determine how the superseded data were derived.
 CB0313
 CB0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA994261(NAD 83)
 CB0313_MARKER: DB = BENCH MARK DISK
 CB0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0313_STAMPING: D 710 1942
 CB0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0313+STABILITY: SURFACE MOTION
 CB0313
 CB0313  HISTORY     - Date     Condition        Report By
 CB0313  HISTORY     - 1942     MONUMENTED       CGS
 CB0313  HISTORY     - 1973     MARK NOT FOUND   TXHD
 CB0313
 CB0313                          STATION DESCRIPTION
 CB0313
 CB0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0313'8.5 MI NW FROM STERLING CITY.
 CB0313'3.3 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM STERLING CITY,
 CB0313'STERLING COUNTY, 5.2 MILES WEST ALONG THE GARDEN CITY HIGHWAY.  0.3
 CB0313'MILE EAST OF A DRAW, 0.2 MILE EAST OF AROAD LEADING SOUTH-SOUTHWEST
 CB0313'FROM THE HIGHWAY TO A RANCH HOUSE AND TWO WINDMILLS, 113 FEET
 CB0313'NORTHWEST OF A DRAINGE DITCH, 66 FEET EAST OF A POLE, IN LINE WITH THE
 CB0313'ROW OF POLES ON THE NORTHWEST SIDE OF THE HIGHWAY, 57 FEET NORTH OF
 CB0313'THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE NORTHWEST
 CB0313'RIGHT-OF-WAY FENCE, LEVEL WITH THE HIGHWAY.  AND SET IN THE TOP OF A
 CB0313'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 CB0313
 CB0313                          STATION RECOVERY (1973)
 CB0313
 CB0313'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0445 ***********************************************************************
 CB0445  DESIGNATION -  D 711
 CB0445  PID         -  CB0445
 CB0445  STATE/COUNTY-  TX/GLASSCOCK
 CB0445  USGS QUAD   -  DEWEY LAKE SE (1965)
 CB0445
 CB0445                         *CURRENT SURVEY CONTROL
 CB0445  ___________________________________________________________________
 CB0445* NAD 83(1986)-  31 51 46.     (N)    101 30 51.     (W)     SCALED    
 CB0445* NAVD 88     -       808.528  (meters)    2652.65   (feet)  ADJUSTED  
 CB0445  ___________________________________________________________________
 CB0445  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CB0445  DYNAMIC HT  -         807.410 (meters)    2648.98  (feet)  COMP
 CB0445  MODELED GRAV-     979,229.6   (mgal)                       NAVD 88
 CB0445
 CB0445  VERT ORDER  -  SECOND    CLASS 0
 CB0445
 CB0445.The horizontal coordinates were scaled from a topographic map and have
 CB0445.an estimated accuracy of +/- 6 seconds.
 CB0445
 CB0445.The orthometric height was determined by differential leveling
 CB0445.and adjusted by the National Geodetic Survey in June 1991..
 CB0445
 CB0445.The geoid height was determined by GEOID03.
 CB0445
 CB0445.The dynamic height is computed by dividing the NAVD 88
 CB0445.geopotential number by the normal gravity value computed on the
 CB0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0445.degrees latitude (g = 980.6199 gals.).
 CB0445
 CB0445.The modeled gravity was interpolated from observed gravity values.
 CB0445
 CB0445;                    North         East    Units  Estimated Accuracy
 CB0445;SPC TX C     - 3,244,050.      588,260.      MT  (+/- 180 meters Scaled)
 CB0445
 CB0445                          SUPERSEDED SURVEY CONTROL
 CB0445
 CB0445  NGVD 29 (??/??/92)  808.247  (m)         2651.72   (f) ADJ UNCH    2 0
 CB0445
 CB0445.Superseded values are not recommended for survey control.
 CB0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0445.See file dsdata.txt to determine how the superseded data were derived.
 CB0445
 CB0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA621279(NAD 83)
 CB0445_MARKER: DB = BENCH MARK DISK
 CB0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0445_STAMPING: D 711 1942
 CB0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0445+STABILITY: SURFACE MOTION
 CB0445
 CB0445  HISTORY     - Date     Condition        Report By
 CB0445  HISTORY     - 1942     MONUMENTED       CGS
 CB0445  HISTORY     - 1973     GOOD             TXHD
 CB0445
 CB0445                          STATION DESCRIPTION
 CB0445
 CB0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0445'2.0 MI M FROM GARDEN CITY.
 CB0445'2.0 MILES WEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT GARDEN
 CB0445'CITY, GLASSCOCK COUNTY, 0.5 MILE WEST OF AN EARTHEN DAM AND AN
 CB0445'ARTIFICIAL WATERING, 0.1 MILE WEST OF A HIGHWAY-NUMBERING SIGN ON
 CB0445'SOUTH SIDE OF THE HIGHWAY, 59 FEET SOUTH OF THE CENTERLINE OF THE
 CB0445'HIGHWAY, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE
 CB0445'HIGHWAY.  AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES
 CB0445'ABOVE GROUND.
 CB0445
 CB0445                          STATION RECOVERY (1973)
 CB0445
 CB0445'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0373 ***********************************************************************
 CB0373  DESIGNATION -  D 713
 CB0373  PID         -  CB0373
 CB0373  STATE/COUNTY-  TX/REAGAN
 CB0373  USGS QUAD   -  BIG LAKE (1971)
 CB0373
 CB0373                         *CURRENT SURVEY CONTROL
 CB0373  ___________________________________________________________________
 CB0373* NAD 83(1986)-  31 14 46.     (N)    101 28 10.     (W)     SCALED    
 CB0373* NAVD 88     -       835.035  (meters)    2739.61   (feet)  ADJUSTED  
 CB0373  ___________________________________________________________________
 CB0373  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CB0373  DYNAMIC HT  -         833.825 (meters)    2735.64  (feet)  COMP
 CB0373  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 CB0373
 CB0373  VERT ORDER  -  SECOND    CLASS 0
 CB0373
 CB0373.The horizontal coordinates were scaled from a topographic map and have
 CB0373.an estimated accuracy of +/- 6 seconds.
 CB0373
 CB0373.The orthometric height was determined by differential leveling
 CB0373.and adjusted by the National Geodetic Survey in June 1991..
 CB0373
 CB0373.The geoid height was determined by GEOID03.
 CB0373
 CB0373.The dynamic height is computed by dividing the NAVD 88
 CB0373.geopotential number by the normal gravity value computed on the
 CB0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0373.degrees latitude (g = 980.6199 gals.).
 CB0373
 CB0373.The modeled gravity was interpolated from observed gravity values.
 CB0373
 CB0373;                    North         East    Units  Estimated Accuracy
 CB0373;SPC TX C     - 3,175,640.      591,790.      MT  (+/- 180 meters Scaled)
 CB0373
 CB0373                          SUPERSEDED SURVEY CONTROL
 CB0373
 CB0373  NGVD 29 (??/??/92)  834.689  (m)         2738.48   (f) ADJ UNCH    2 0
 CB0373
 CB0373.Superseded values are not recommended for survey control.
 CB0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0373.See file dsdata.txt to determine how the superseded data were derived.
 CB0373
 CB0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV648595(NAD 83)
 CB0373_MARKER: DB = BENCH MARK DISK
 CB0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0373_STAMPING: D 713 1942
 CB0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0373+STABILITY: SURFACE MOTION
 CB0373
 CB0373  HISTORY     - Date     Condition        Report By
 CB0373  HISTORY     - 1942     MONUMENTED       CGS
 CB0373  HISTORY     - 1970     GOOD             USGS
 CB0373
 CB0373                          STATION DESCRIPTION
 CB0373
 CB0373'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0373'3.7 MI N FROM BIG LAKE.
 CB0373'FROM THE INTERSECTION OF US HIGHWAY 67 AND STATE HIGHWAY 137 IN BIG
 CB0373'LAKE PROCEED NORTH ON STATE 137 FOR 2.65 MILES TO A Y ROAD FORK.
 CB0373'CONTINUE NORTH ON THE RIGHT FORK, THROUGH THE INTERSECTION, FOR 1.05
 CB0373'MILES TO A CATTLEGUARD, FROM THIS POINT THE BENCH MARK IS 800 FEET
 CB0373'WEST THENCE 38 FEET NORTH OF CENTER LINE OF THE OLD ROAD SCAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0477 ***********************************************************************
 CB0477  DESIGNATION -  D 714
 CB0477  PID         -  CB0477
 CB0477  STATE/COUNTY-  TX/REAGAN
 CB0477  USGS QUAD   -  SAINT LAWRENCE SE (1973)
 CB0477
 CB0477                         *CURRENT SURVEY CONTROL
 CB0477  ___________________________________________________________________
 CB0477* NAD 83(1986)-  31 30 43.     (N)    101 31 12.     (W)     SCALED    
 CB0477* NAVD 88     -       810.652  (meters)    2659.61   (feet)  ADJUSTED  
 CB0477  ___________________________________________________________________
 CB0477  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0477  DYNAMIC HT  -         809.505 (meters)    2655.85  (feet)  COMP
 CB0477  MODELED GRAV-     979,198.0   (mgal)                       NAVD 88
 CB0477
 CB0477  VERT ORDER  -  SECOND    CLASS 0
 CB0477
 CB0477.The horizontal coordinates were scaled from a topographic map and have
 CB0477.an estimated accuracy of +/- 6 seconds.
 CB0477
 CB0477.The orthometric height was determined by differential leveling
 CB0477.and adjusted by the National Geodetic Survey in June 1991..
 CB0477
 CB0477.The geoid height was determined by GEOID03.
 CB0477
 CB0477.The dynamic height is computed by dividing the NAVD 88
 CB0477.geopotential number by the normal gravity value computed on the
 CB0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0477.degrees latitude (g = 980.6199 gals.).
 CB0477
 CB0477.The modeled gravity was interpolated from observed gravity values.
 CB0477
 CB0477;                    North         East    Units  Estimated Accuracy
 CB0477;SPC TX C     - 3,205,160.      587,290.      MT  (+/- 180 meters Scaled)
 CB0477
 CB0477                          SUPERSEDED SURVEY CONTROL
 CB0477
 CB0477  NGVD 29 (??/??/92)  810.342  (m)         2658.60   (f) ADJ UNCH    2 0
 CB0477
 CB0477.Superseded values are not recommended for survey control.
 CB0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0477.See file dsdata.txt to determine how the superseded data were derived.
 CB0477
 CB0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV606890(NAD 83)
 CB0477_MARKER: DB = BENCH MARK DISK
 CB0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0477_STAMPING: D 714 1942
 CB0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0477+STABILITY: SURFACE MOTION
 CB0477
 CB0477  HISTORY     - Date     Condition        Report By
 CB0477  HISTORY     - 1942     MONUMENTED       CGS
 CB0477
 CB0477                          STATION DESCRIPTION
 CB0477
 CB0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0477'11.9 MI N FROM STILES.
 CB0477'11.9 MILES NORTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0477'FROM THE OLD COUNTY COURTHOUSE AT STILES, REAGAN COUNTY, 1.2 MILES
 CB0477'NORTH OF A CURVE FROM WHICH THE ROAD BEARS WEST AND NORTH, DUE EAST OF
 CB0477'A WINDMILL IN THE PASTURE ON THE WEST SIDE OF THE ROAD, 30 FEET WEST
 CB0477'OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 CB0477'POST AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0260 ***********************************************************************
 CD0260  DESIGNATION -  D 715
 CD0260  PID         -  CD0260
 CD0260  STATE/COUNTY-  TX/CULBERSON
 CD0260  USGS QUAD   -  SEVEN HEART GAP NW (1973)
 CD0260
 CD0260                         *CURRENT SURVEY CONTROL
 CD0260  ___________________________________________________________________
 CD0260* NAD 83(1986)-  31 27 01.     (N)    104 43 36.     (W)     SCALED    
 CD0260* NAVD 88     -      1169.815  (meters)    3837.97   (feet)  ADJUSTED  
 CD0260  ___________________________________________________________________
 CD0260  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CD0260  DYNAMIC HT  -        1168.022 (meters)    3832.09  (feet)  COMP
 CD0260  MODELED GRAV-     979,067.1   (mgal)                       NAVD 88
 CD0260
 CD0260  VERT ORDER  -  SECOND    CLASS 0
 CD0260
 CD0260.The horizontal coordinates were scaled from a topographic map and have
 CD0260.an estimated accuracy of +/- 6 seconds.
 CD0260
 CD0260.The orthometric height was determined by differential leveling
 CD0260.and adjusted by the National Geodetic Survey in June 1991..
 CD0260
 CD0260.The geoid height was determined by GEOID03.
 CD0260
 CD0260.The dynamic height is computed by dividing the NAVD 88
 CD0260.geopotential number by the normal gravity value computed on the
 CD0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0260.degrees latitude (g = 980.6199 gals.).
 CD0260
 CD0260.The modeled gravity was interpolated from observed gravity values.
 CD0260
 CD0260;                    North         East    Units  Estimated Accuracy
 CD0260;SPC TX C     - 3,205,970.      282,550.      MT  (+/- 180 meters Scaled)
 CD0260
 CD0260                          SUPERSEDED SURVEY CONTROL
 CD0260
 CD0260  NGVD 29 (??/??/92) 1169.322  (m)         3836.35   (f) ADJ UNCH    2 0
 CD0260
 CD0260.Superseded values are not recommended for survey control.
 CD0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0260.See file dsdata.txt to determine how the superseded data were derived.
 CD0260
 CD0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ259795(NAD 83)
 CD0260_MARKER: DB = BENCH MARK DISK
 CD0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0260_STAMPING: D 715 1942
 CD0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0260+STABILITY: SURFACE MOTION
 CD0260
 CD0260  HISTORY     - Date     Condition        Report By
 CD0260  HISTORY     - 1942     MONUMENTED       CGS
 CD0260  HISTORY     - 1958     GOOD             NGS
 CD0260
 CD0260                          STATION DESCRIPTION
 CD0260
 CD0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0260'38.7 MI N FROM VAN HORN.
 CD0260'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0260'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0260'HIGHWAY 54, THENCE ABOUT 7.3 MILES EAST ALONG A DIRT ROAD.  ABOUT 1.0
 CD0260'MILE SOUTHEAST ALONG THE MAVERICK CANYON ROAD FROM JOHNS WELL, 25 FEET
 CD0260'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTH OF A WHITE
 CD0260'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN
 CD0260'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0159 ***********************************************************************
 CD0159  DESIGNATION -  D 716
 CD0159  PID         -  CD0159
 CD0159  STATE/COUNTY-  TX/CULBERSON
 CD0159  USGS QUAD   -  DOME HILL (1973)
 CD0159
 CD0159                         *CURRENT SURVEY CONTROL
 CD0159  ___________________________________________________________________
 CD0159* NAD 83(1986)-  31 22 27.     (N)    104 27 11.     (W)     SCALED    
 CD0159* NAVD 88     -      1368.226  (meters)    4488.92   (feet)  ADJUSTED  
 CD0159  ___________________________________________________________________
 CD0159  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CD0159  DYNAMIC HT  -        1366.102 (meters)    4481.95  (feet)  COMP
 CD0159  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 CD0159
 CD0159  VERT ORDER  -  SECOND    CLASS 0
 CD0159
 CD0159.The horizontal coordinates were scaled from a topographic map and have
 CD0159.an estimated accuracy of +/- 6 seconds.
 CD0159
 CD0159.The orthometric height was determined by differential leveling
 CD0159.and adjusted by the National Geodetic Survey in June 1991..
 CD0159
 CD0159.The geoid height was determined by GEOID03.
 CD0159
 CD0159.The dynamic height is computed by dividing the NAVD 88
 CD0159.geopotential number by the normal gravity value computed on the
 CD0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0159.degrees latitude (g = 980.6199 gals.).
 CD0159
 CD0159.The modeled gravity was interpolated from observed gravity values.
 CD0159
 CD0159;                    North         East    Units  Estimated Accuracy
 CD0159;SPC TX C     - 3,196,540.      308,220.      MT  (+/- 180 meters Scaled)
 CD0159
 CD0159                          SUPERSEDED SURVEY CONTROL
 CD0159
 CD0159  NGVD 29 (??/??/92) 1367.701  (m)         4487.20   (f) ADJ UNCH    2 0
 CD0159
 CD0159.Superseded values are not recommended for survey control.
 CD0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0159.See file dsdata.txt to determine how the superseded data were derived.
 CD0159
 CD0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ520711(NAD 83)
 CD0159_MARKER: DB = BENCH MARK DISK
 CD0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0159_STAMPING: D-716 1942
 CD0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0159+STABILITY: SURFACE MOTION
 CD0159
 CD0159  HISTORY     - Date     Condition        Report By
 CD0159  HISTORY     - 1942     MONUMENTED       CGS
 CD0159  HISTORY     - 1973     GOOD             USGS
 CD0159
 CD0159                          STATION DESCRIPTION
 CD0159
 CD0159'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0159'39.35 MI NE FROM VAN HORN.
 CD0159'VAN HORN, AT JUNCTION OF STATE HWY. 54 AND FARM ROAD 2185, THENCE
 CD0159'GENERALLY EAST ALONG FARM ROAD 2185 FOR 37.6 MILES TO A Y-ROAD EAST
 CD0159'LEADING TO THE ELCOR CHEMICAL CORPORATION, THENCE EAST FOR 0.05 MILES
 CD0159'TO A T-ROAD NORTH, THENCE 1.7 MILES NORTH ALONG GRADED ROAD.  114 FT.
 CD0159'SOUTH OF A Y-ROAD EAST.  32 FT. WEST OF ROAD.  IN A CONCRETE POST
 CD0159'PROJECTING 6 INCHES.  STANDARD TABLET STAMPED D-716, 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0375 ***********************************************************************
 CD0375  DESIGNATION -  D 717
 CD0375  PID         -  CD0375
 CD0375  STATE/COUNTY-  TX/CULBERSON
 CD0375  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0375
 CD0375                         *CURRENT SURVEY CONTROL
 CD0375  ___________________________________________________________________
 CD0375* NAD 83(1986)-  31 38 22.     (N)    104 36 08.     (W)     SCALED    
 CD0375* NAVD 88     -      1439.168  (meters)    4721.67   (feet)  ADJUSTED  
 CD0375  ___________________________________________________________________
 CD0375  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CD0375  DYNAMIC HT  -        1436.889 (meters)    4714.19  (feet)  COMP
 CD0375  MODELED GRAV-     979,005.9   (mgal)                       NAVD 88
 CD0375
 CD0375  VERT ORDER  -  SECOND    CLASS 0
 CD0375
 CD0375.The horizontal coordinates were scaled from a topographic map and have
 CD0375.an estimated accuracy of +/- 6 seconds.
 CD0375
 CD0375.The orthometric height was determined by differential leveling
 CD0375.and adjusted by the National Geodetic Survey in June 1991..
 CD0375
 CD0375.The geoid height was determined by GEOID03.
 CD0375
 CD0375.The dynamic height is computed by dividing the NAVD 88
 CD0375.geopotential number by the normal gravity value computed on the
 CD0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0375.degrees latitude (g = 980.6199 gals.).
 CD0375
 CD0375.The modeled gravity was interpolated from observed gravity values.
 CD0375
 CD0375;                    North         East    Units  Estimated Accuracy
 CD0375;SPC TX C     - 3,226,470.      295,170.      MT  (+/- 180 meters Scaled)
 CD0375
 CD0375                          SUPERSEDED SURVEY CONTROL
 CD0375
 CD0375  NGVD 29 (??/??/92) 1438.587  (m)         4719.76   (f) ADJ UNCH    2 0
 CD0375
 CD0375.Superseded values are not recommended for survey control.
 CD0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0375.See file dsdata.txt to determine how the superseded data were derived.
 CD0375
 CD0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER377005(NAD 83)
 CD0375_MARKER: DB = BENCH MARK DISK
 CD0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0375_STAMPING: D 717 1942
 CD0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0375+STABILITY: SURFACE MOTION
 CD0375
 CD0375  HISTORY     - Date     Condition        Report By
 CD0375  HISTORY     - 1942     MONUMENTED       CGS
 CD0375  HISTORY     - 1958     GOOD             NGS
 CD0375
 CD0375                          STATION DESCRIPTION
 CD0375
 CD0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0375'50.8 MI SE FROM PINE SPRINGS.
 CD0375'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0375'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0375'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 21.7 MILES SOUTH ALONG
 CD0375'A GRADED DIRT ROAD.  44 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 CD0375'ABOUT 0.85 MILE SOUTHEAST OF THE WYE JUNCTION, ABOUT 0.5 MILE
 CD0375'SOUTHEAST OF A GATE ACROSS THE ROAD, ABOUT 0.15 MILE NORTHWEST OF A
 CD0375'POWER LINE CROSSING, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 CD0375'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0375'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0009 ***********************************************************************
 CD0009  DESIGNATION -  D 718
 CD0009  PID         -  CD0009
 CD0009  STATE/COUNTY-  TX/CULBERSON
 CD0009  USGS QUAD   -  ALLIGATOR DRAW (1973)
 CD0009
 CD0009                         *CURRENT SURVEY CONTROL
 CD0009  ___________________________________________________________________
 CD0009* NAD 83(1986)-  31 54 51.     (N)    104 29 48.     (W)     SCALED    
 CD0009* NAVD 88     -      1166.058  (meters)    3825.64   (feet)  ADJUSTED  
 CD0009  ___________________________________________________________________
 CD0009  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CD0009  DYNAMIC HT  -        1164.288 (meters)    3819.83  (feet)  COMP
 CD0009  MODELED GRAV-     979,082.1   (mgal)                       NAVD 88
 CD0009
 CD0009  VERT ORDER  -  SECOND    CLASS 0
 CD0009
 CD0009.The horizontal coordinates were scaled from a topographic map and have
 CD0009.an estimated accuracy of +/- 6 seconds.
 CD0009
 CD0009.The orthometric height was determined by differential leveling
 CD0009.and adjusted by the National Geodetic Survey in June 1991..
 CD0009
 CD0009.The geoid height was determined by GEOID03.
 CD0009
 CD0009.The dynamic height is computed by dividing the NAVD 88
 CD0009.geopotential number by the normal gravity value computed on the
 CD0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0009.degrees latitude (g = 980.6199 gals.).
 CD0009
 CD0009.The modeled gravity was interpolated from observed gravity values.
 CD0009
 CD0009;                    North         East    Units  Estimated Accuracy
 CD0009;SPC TX C     - 3,256,530.      306,320.      MT  (+/- 180 meters Scaled)
 CD0009
 CD0009                          SUPERSEDED SURVEY CONTROL
 CD0009
 CD0009  NGVD 29 (??/??/92) 1165.516  (m)         3823.86   (f) ADJ UNCH    2 0
 CD0009
 CD0009.Superseded values are not recommended for survey control.
 CD0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0009.See file dsdata.txt to determine how the superseded data were derived.
 CD0009
 CD0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER475310(NAD 83)
 CD0009_MARKER: DB = BENCH MARK DISK
 CD0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0009_STAMPING: D 718 1942
 CD0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0009+STABILITY: SURFACE MOTION
 CD0009
 CD0009  HISTORY     - Date     Condition        Report By
 CD0009  HISTORY     - 1942     MONUMENTED       CGS
 CD0009  HISTORY     - 1958     GOOD             NGS
 CD0009
 CD0009                          STATION DESCRIPTION
 CD0009
 CD0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0009'25.35 MI E FROM PINE SPRINGS.
 CD0009'ABOUT 18.8 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0009'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 6.55
 CD0009'MILES SOUTH ALONG RANCH ROAD 1108.  65 YARDS WEST OF THE CENTER LINE
 CD0009'OF THE ROAD, 29 FEET WEST OF THE CENTER LINE OF AN OLD NORTH-SOUTH
 CD0009'ROAD, 25 FEET EAST OF THE CENTER LINE OF AN OLD NORTH-SOUTH ROAD,
 CD0009'ABOUT 1.2 MILES SOUTH OF THE JUNCTION OF RANCH ROAD 1108 AND 1165, 2
 CD0009'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CD0009'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0172 ***********************************************************************
 BB0172  DESIGNATION -  D 719
 BB0172  PID         -  BB0172
 BB0172  STATE/COUNTY-  TX/PRESIDIO
 BB0172  USGS QUAD   -  ALAMO SPRING (1983)
 BB0172
 BB0172                         *CURRENT SURVEY CONTROL
 BB0172  ___________________________________________________________________
 BB0172* NAD 83(1986)-  29 38 44.     (N)    104 11 34.     (W)     SCALED    
 BB0172* NAVD 88     -       947.430  (meters)    3108.36   (feet)  ADJUSTED  
 BB0172  ___________________________________________________________________
 BB0172  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 BB0172  DYNAMIC HT  -         945.898 (meters)    3103.33  (feet)  COMP
 BB0172  MODELED GRAV-     978,993.4   (mgal)                       NAVD 88
 BB0172
 BB0172  VERT ORDER  -  SECOND    CLASS 0
 BB0172
 BB0172.The horizontal coordinates were scaled from a topographic map and have
 BB0172.an estimated accuracy of +/- 6 seconds.
 BB0172
 BB0172.The orthometric height was determined by differential leveling
 BB0172.and adjusted by the National Geodetic Survey in June 1991..
 BB0172
 BB0172.The geoid height was determined by GEOID03.
 BB0172
 BB0172.The dynamic height is computed by dividing the NAVD 88
 BB0172.geopotential number by the normal gravity value computed on the
 BB0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0172.degrees latitude (g = 980.6199 gals.).
 BB0172
 BB0172.The modeled gravity was interpolated from observed gravity values.
 BB0172
 BB0172;                    North         East    Units  Estimated Accuracy
 BB0172;SPC TXSC     - 4,212,000.       97,420.      MT  (+/- 180 meters Scaled)
 BB0172
 BB0172                          SUPERSEDED SURVEY CONTROL
 BB0172
 BB0172  NGVD 29 (??/??/92)  947.111  (m)         3107.31   (f) ADJ UNCH    2 0
 BB0172
 BB0172.Superseded values are not recommended for survey control.
 BB0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0172.See file dsdata.txt to determine how the superseded data were derived.
 BB0172
 BB0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN781797(NAD 83)
 BB0172_MARKER: DB = BENCH MARK DISK
 BB0172_SETTING: 66 = SET IN ROCK OUTCROP
 BB0172_SP_SET: LIMESTONE OUTCROP
 BB0172_STAMPING: D 719 1943
 BB0172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0172+STABILITY: POSITION/ELEVATION WELL
 BB0172
 BB0172  HISTORY     - Date     Condition        Report By
 BB0172  HISTORY     - 1943     MONUMENTED       CGS
 BB0172  HISTORY     - 1958     GOOD             NGS
 BB0172
 BB0172                          STATION DESCRIPTION
 BB0172
 BB0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0172'19.85 MI NE FROM PRESIDIO.
 BB0172'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0172'PRESIDIO, THENCE ABOUT 6.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD
 BB0172'TO THE JUNCTION OF THE CASA PIEDRA ROAD, THENCE ABOUT 6.0 MILES NORTH
 BB0172'ALONG THE CASA PIEDRA ROAD.  IN THE TOP OF A LARGE LIMESTONE OUTCROP
 BB0172'PROJECTING 4 FEET ON THE SOUTH SIDE, 35 FEET EAST OF THE CENTER LINE
 BB0172'OF THE ROAD, ABOUT 0.1 MILE NORTH OF A WOODEN BRIDGE UNDER THE
 BB0172'PANHANDLE AND SANTA FE RAILWAY TRACK, 130 FEET EAST OF THE NEAR RAIL,
 BB0172'57 1/2 FEET EAST OF THE EAST RAILWAY RIGHT OF WAY FENCE, AND ABOUT 10
 BB0172'FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0275 ***********************************************************************
 DP0275  DESIGNATION -  D 72
 DP0275  PID         -  DP0275
 DP0275  STATE/COUNTY-  TX/GARZA
 DP0275  USGS QUAD   -  JUSTICEBURG (1969)
 DP0275
 DP0275                         *CURRENT SURVEY CONTROL
 DP0275  ___________________________________________________________________
 DP0275* NAD 83(1986)-  33 00 24.     (N)    101 10 06.     (W)     SCALED    
 DP0275* NAVD 88     -       687.322  (meters)    2254.99   (feet)  ADJUSTED  
 DP0275  ___________________________________________________________________
 DP0275  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 DP0275  DYNAMIC HT  -         686.452 (meters)    2252.13  (feet)  COMP
 DP0275  MODELED GRAV-     979,349.4   (mgal)                       NAVD 88
 DP0275
 DP0275  VERT ORDER  -  FIRST     CLASS II
 DP0275
 DP0275.The horizontal coordinates were scaled from a topographic map and have
 DP0275.an estimated accuracy of +/- 6 seconds.
 DP0275
 DP0275.The orthometric height was determined by differential leveling
 DP0275.and adjusted by the National Geodetic Survey in June 1991..
 DP0275
 DP0275.The geoid height was determined by GEOID03.
 DP0275
 DP0275.The dynamic height is computed by dividing the NAVD 88
 DP0275.geopotential number by the normal gravity value computed on the
 DP0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0275.degrees latitude (g = 980.6199 gals.).
 DP0275
 DP0275.The modeled gravity was interpolated from observed gravity values.
 DP0275
 DP0275;                    North         East    Units  Estimated Accuracy
 DP0275;SPC TXNC     - 2,151,760.      350,710.      MT  (+/- 180 meters Scaled)
 DP0275
 DP0275                          SUPERSEDED SURVEY CONTROL
 DP0275
 DP0275  NGVD 29 (??/??/92)  687.031  (m)         2254.03   (f) ADJ UNCH    1 2
 DP0275
 DP0275.Superseded values are not recommended for survey control.
 DP0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0275.See file dsdata.txt to determine how the superseded data were derived.
 DP0275
 DP0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB974541(NAD 83)
 DP0275_MARKER: DB = BENCH MARK DISK
 DP0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0275_SP_SET: PIER
 DP0275_STAMPING: 2254.034 D 72 1931
 DP0275_MARK LOGO: CGS   
 DP0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0275
 DP0275  HISTORY     - Date     Condition        Report By
 DP0275  HISTORY     - 1931     MONUMENTED       CGS
 DP0275  HISTORY     - 1941     GOOD             NGS
 DP0275  HISTORY     - 1982     GOOD             NGS
 DP0275
 DP0275                          STATION DESCRIPTION
 DP0275
 DP0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DP0275'1.5 MI N FROM EPPLER.
 DP0275'1-1/2 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0275'EPPLER, GARZA COUNTY, 0.1 MILE SOUTH OF MILEPOST 732, AT BRIDGE 732A
 DP0275'OVER SAND CREEK, IN THE NORTH PIER, AND ON THE WEST SIDE OF THE TRACK.
 DP0275
 DP0275                          STATION RECOVERY (1982)
 DP0275
 DP0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0275'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  29.0 KM (18.0
 DP0275'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S.
 DP0275'HIGHWAY 380 (MAIN STREET) IN POST, IN TOP OF THE SOUTHWEST END OF THE
 DP0275'NORTHWEST CONCRETE ABUTMENT OF THE ATCHISON, SANTA FE RAILROAD BRIDGE
 DP0275'OVER SAND CREEK, 92.0 METERS (301.8 FT) SOUTHWEST OF THE CENTERLINE OF
 DP0275'THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 2.7 METERS (8.9 FT)
 DP0275'SOUTHWEST OF THE NEAR RAIL.
 DP0275'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0074 ***********************************************************************
 BO0074  DESIGNATION -  D 722
 BO0074  PID         -  BO0074
 BO0074  STATE/COUNTY-  TX/VAL VERDE
 BO0074  USGS QUAD   -  WHITE DRAW NW (1973)
 BO0074
 BO0074                         *CURRENT SURVEY CONTROL
 BO0074  ___________________________________________________________________
 BO0074* NAD 83(1986)-  30 10 31.     (N)    100 59 11.     (W)     SCALED    
 BO0074* NAVD 88     -       562.698  (meters)    1846.12   (feet)  ADJUSTED  
 BO0074  ___________________________________________________________________
 BO0074  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 BO0074  DYNAMIC HT  -         561.866 (meters)    1843.39  (feet)  COMP
 BO0074  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 BO0074
 BO0074  VERT ORDER  -  SECOND    CLASS 0
 BO0074
 BO0074.The horizontal coordinates were scaled from a topographic map and have
 BO0074.an estimated accuracy of +/- 6 seconds.
 BO0074
 BO0074.The orthometric height was determined by differential leveling
 BO0074.and adjusted by the National Geodetic Survey in June 1991..
 BO0074
 BO0074.The geoid height was determined by GEOID03.
 BO0074
 BO0074.The dynamic height is computed by dividing the NAVD 88
 BO0074.geopotential number by the normal gravity value computed on the
 BO0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0074.degrees latitude (g = 980.6199 gals.).
 BO0074
 BO0074.The modeled gravity was interpolated from observed gravity values.
 BO0074
 BO0074;                    North         East    Units  Estimated Accuracy
 BO0074;SPC TXSC     - 4,261,180.      408,690.      MT  (+/- 180 meters Scaled)
 BO0074
 BO0074                          SUPERSEDED SURVEY CONTROL
 BO0074
 BO0074  NGVD 29 (??/??/92)  562.572  (m)         1845.70   (f) ADJ UNCH    2 0
 BO0074
 BO0074.Superseded values are not recommended for survey control.
 BO0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0074.See file dsdata.txt to determine how the superseded data were derived.
 BO0074
 BO0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU087398(NAD 83)
 BO0074_MARKER: DB = BENCH MARK DISK
 BO0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0074_STAMPING: D 722 1942
 BO0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0074+STABILITY: SURFACE MOTION
 BO0074
 BO0074  HISTORY     - Date     Condition        Report By
 BO0074  HISTORY     - 1942     MONUMENTED       CGS
 BO0074
 BO0074                          STATION DESCRIPTION
 BO0074
 BO0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0074'10.0 MI NE FROM JUNO.
 BO0074'THIS MARK IS ABOUT 8.0 MILES NORTHEAST ALONG THE ROAD TO SONORA AND
 BO0074'ABOUT 2.0 MILES EAST ALONG A RANCH ROAD TO LOMA ALTA FROM THE POST
 BO0074'OFFICE AT JUNO, VAL VERDE COUNTY, SET AMONG CEDAR TREES ABOUT 3.0 FEET
 BO0074'HIGHER THAN THE ROAD, 27.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BO0074'ROAD, ABOUT 0.3 MILE WEST OF A BUMPER GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0098 ***********************************************************************
 BO0098  DESIGNATION -  D 723
 BO0098  PID         -  BO0098
 BO0098  STATE/COUNTY-  TX/VAL VERDE
 BO0098  USGS QUAD   -  WHITE DRAW (1973)
 BO0098
 BO0098                         *CURRENT SURVEY CONTROL
 BO0098  ___________________________________________________________________
 BO0098* NAD 83(1986)-  30 00 57.     (N)    100 55 45.     (W)     SCALED    
 BO0098* NAVD 88     -       529.879  (meters)    1738.44   (feet)  ADJUSTED  
 BO0098  ___________________________________________________________________
 BO0098  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BO0098  DYNAMIC HT  -         529.101 (meters)    1735.89  (feet)  COMP
 BO0098  MODELED GRAV-     979,156.7   (mgal)                       NAVD 88
 BO0098
 BO0098  VERT ORDER  -  SECOND    CLASS 0
 BO0098
 BO0098.The horizontal coordinates were scaled from a topographic map and have
 BO0098.an estimated accuracy of +/- 6 seconds.
 BO0098
 BO0098.The orthometric height was determined by differential leveling
 BO0098.and adjusted by the National Geodetic Survey in June 1991..
 BO0098
 BO0098.The geoid height was determined by GEOID03.
 BO0098
 BO0098.The dynamic height is computed by dividing the NAVD 88
 BO0098.geopotential number by the normal gravity value computed on the
 BO0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0098.degrees latitude (g = 980.6199 gals.).
 BO0098
 BO0098.The modeled gravity was interpolated from observed gravity values.
 BO0098
 BO0098;                    North         East    Units  Estimated Accuracy
 BO0098;SPC TXSC     - 4,243,420.      413,910.      MT  (+/- 180 meters Scaled)
 BO0098
 BO0098                          SUPERSEDED SURVEY CONTROL
 BO0098
 BO0098  NGVD 29 (??/??/92)  529.767  (m)         1738.08   (f) ADJ UNCH    2 0
 BO0098
 BO0098.Superseded values are not recommended for survey control.
 BO0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0098.See file dsdata.txt to determine how the superseded data were derived.
 BO0098
 BO0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU139221(NAD 83)
 BO0098_MARKER: DB = BENCH MARK DISK
 BO0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0098_STAMPING: D 723 1942
 BO0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0098+STABILITY: SURFACE MOTION
 BO0098
 BO0098  HISTORY     - Date     Condition        Report By
 BO0098  HISTORY     - 1942     MONUMENTED       CGS
 BO0098  HISTORY     - 1973     MARK NOT FOUND   USGS
 BO0098  HISTORY     - 19991229 MARK NOT FOUND   USPSQD
 BO0098
 BO0098                          STATION DESCRIPTION
 BO0098
 BO0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0098'18.4 MI NW FROM LOMA ALTA.
 BO0098'THIS MARK IS ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 277 AND ABOUT
 BO0098'14.7 MILES WEST ALONG A RANCH ROAD TO JUNO FROM THE STORE AT LOMA
 BO0098'ALTA, VAL VERDE COUNTY, ABOUT 0.3 MILE WEST OF A ROCK BUNGALOW, 0.1
 BO0098'MILE EAST OF A DRAW, SET ON THE OUT SIDE OF A CURVE, 23.0 FEET NORTH
 BO0098'OF THE CENTER LINE OF THE ROAD.
 BO0098
 BO0098                          STATION RECOVERY (1973)
 BO0098
 BO0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BO0098'MARK NOT FOUND.
 BO0098
 BO0098                          STATION RECOVERY (1999)
 BO0098
 BO0098'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0327 ***********************************************************************
 BO0327  DESIGNATION -  D 725
 BO0327  PID         -  BO0327
 BO0327  STATE/COUNTY-  TX/TERRELL
 BO0327  USGS QUAD   -  GEDDIS CANYON WEST (1980)
 BO0327
 BO0327                         *CURRENT SURVEY CONTROL
 BO0327  ___________________________________________________________________
 BO0327* NAD 83(1986)-  30 21 11.     (N)    101 56 35.     (W)     SCALED    
 BO0327* NAVD 88     -       736.024  (meters)    2414.77   (feet)  ADJUSTED  
 BO0327  ___________________________________________________________________
 BO0327  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 BO0327  DYNAMIC HT  -         734.918 (meters)    2411.14  (feet)  COMP
 BO0327  MODELED GRAV-     979,115.2   (mgal)                       NAVD 88
 BO0327
 BO0327  VERT ORDER  -  SECOND    CLASS 0
 BO0327
 BO0327.The horizontal coordinates were scaled from a topographic map and have
 BO0327.an estimated accuracy of +/- 6 seconds.
 BO0327
 BO0327.The orthometric height was determined by differential leveling
 BO0327.and adjusted by the National Geodetic Survey in June 1991..
 BO0327
 BO0327.The geoid height was determined by GEOID03.
 BO0327
 BO0327.The dynamic height is computed by dividing the NAVD 88
 BO0327.geopotential number by the normal gravity value computed on the
 BO0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0327.degrees latitude (g = 980.6199 gals.).
 BO0327
 BO0327.The modeled gravity was interpolated from observed gravity values.
 BO0327
 BO0327;                    North         East    Units  Estimated Accuracy
 BO0327;SPC TXSC     - 4,282,830.      317,070.      MT  (+/- 180 meters Scaled)
 BO0327
 BO0327                          SUPERSEDED SURVEY CONTROL
 BO0327
 BO0327  NGVD 29 (??/??/92)  735.794  (m)         2414.02   (f) ADJ UNCH    2 0
 BO0327
 BO0327.Superseded values are not recommended for survey control.
 BO0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0327.See file dsdata.txt to determine how the superseded data were derived.
 BO0327
 BO0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU170615(NAD 83)
 BO0327_MARKER: DB = BENCH MARK DISK
 BO0327_SETTING: 66 = SET IN ROCK OUTCROP
 BO0327_SP_SET: OUTCROP
 BO0327_STAMPING: D 725 1942
 BO0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0327+STABILITY: POSITION/ELEVATION WELL
 BO0327
 BO0327  HISTORY     - Date     Condition        Report By
 BO0327  HISTORY     - 1942     MONUMENTED       CGS
 BO0327  HISTORY     - 1958     GOOD             NGS
 BO0327
 BO0327                          STATION DESCRIPTION
 BO0327
 BO0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0327'25.15 MI N FROM DRYDEN.
 BO0327'ABOUT 16.55 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BO0327'ORLEANS RAILROAD STATION AT DRYDEN TO A CONCRETE WATER CROSSING,
 BO0327'THENCE 0.3 MILE NORTHWEST ALONG A TRAIL ROAD, THENCE 8.3 MILES
 BO0327'NORTHEAST ALONG THE OLD HIGHWAY, IN THE TOP OF A LARGE FLAT ROCK
 BO0327'OUTCROP SURROUNDED BY A CIRCLE OF LOOSE ROCKS, 50 FEET EAST OF THE
 BO0327'CENTER LINE OF THE OLD HIGHWAY, ABOUT 0.1 MILE NORTH OF A CURVE, ON
 BO0327'THE WEST SLOPE OF A ROCKY HILL, ABOUT 0.8 MILE NORTH OF A FENCE ACROSS
 BO0327'THE OLD HIGHWAY, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE OLD
 BO0327'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0047 ***********************************************************************
 CD0047  DESIGNATION -  D 727
 CD0047  PID         -  CD0047
 CD0047  STATE/COUNTY-  TX/REEVES
 CD0047  USGS QUAD   -  DRY LAKE (1973)
 CD0047
 CD0047                         *CURRENT SURVEY CONTROL
 CD0047  ___________________________________________________________________
 CD0047* NAD 83(1986)-  31 31 15.     (N)    104 01 01.     (W)     SCALED    
 CD0047* NAVD 88     -       987.762  (meters)    3240.68   (feet)  ADJUSTED  
 CD0047  ___________________________________________________________________
 CD0047  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CD0047  DYNAMIC HT  -         986.276 (meters)    3235.81  (feet)  COMP
 CD0047  MODELED GRAV-     979,103.1   (mgal)                       NAVD 88
 CD0047
 CD0047  VERT ORDER  -  SECOND    CLASS 0
 CD0047
 CD0047.The horizontal coordinates were scaled from a topographic map and have
 CD0047.an estimated accuracy of +/- 6 seconds.
 CD0047
 CD0047.The orthometric height was determined by differential leveling
 CD0047.and adjusted by the National Geodetic Survey in June 1991..
 CD0047
 CD0047.The geoid height was determined by GEOID03.
 CD0047
 CD0047.The dynamic height is computed by dividing the NAVD 88
 CD0047.geopotential number by the normal gravity value computed on the
 CD0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0047.degrees latitude (g = 980.6199 gals.).
 CD0047
 CD0047.The modeled gravity was interpolated from observed gravity values.
 CD0047
 CD0047;                    North         East    Units  Estimated Accuracy
 CD0047;SPC TX C     - 3,211,340.      350,220.      MT  (+/- 180 meters Scaled)
 CD0047
 CD0047                          SUPERSEDED SURVEY CONTROL
 CD0047
 CD0047  NGVD 29 (??/??/92)  987.340  (m)         3239.30   (f) ADJ UNCH    2 0
 CD0047
 CD0047.Superseded values are not recommended for survey control.
 CD0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0047.See file dsdata.txt to determine how the superseded data were derived.
 CD0047
 CD0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ933877(NAD 83)
 CD0047_MARKER: DB = BENCH MARK DISK
 CD0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0047_STAMPING: D 727 1942
 CD0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0047+STABILITY: SURFACE MOTION
 CD0047
 CD0047  HISTORY     - Date     Condition        Report By
 CD0047  HISTORY     - 1942     MONUMENTED       CGS
 CD0047  HISTORY     - 1958     GOOD             NGS
 CD0047
 CD0047                          STATION DESCRIPTION
 CD0047
 CD0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0047'21.15 MI NW FROM TOYAH.
 CD0047'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0047'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 12.2 MILES
 CD0047'NORTHWEST ALONG A GRADED DIRT ROAD.  28 FEET SOUTHWEST OF THE CENTER
 CD0047'LINE OF THE ROAD, ON THE SOUTHEAST SLOPE OF A HILL, ABOUT 0.1 MILE
 CD0047'SOUTHEAST OF THE CREST OF A HILL, 1 1/2 FEET SOUTHEAST OF A WHITE
 CD0047'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 CD0047'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0059 ***********************************************************************
 BQ0059  DESIGNATION -  D 729
 BQ0059  PID         -  BQ0059
 BQ0059  STATE/COUNTY-  TX/CULBERSON
 BQ0059  USGS QUAD   -  BORACHO PEAK (1978)
 BQ0059
 BQ0059                         *CURRENT SURVEY CONTROL
 BQ0059  ___________________________________________________________________
 BQ0059* NAD 83(1986)-  30 57 23.     (N)    104 24 53.     (W)     SCALED    
 BQ0059* NAVD 88     -      1351.091  (meters)    4432.70   (feet)  ADJUSTED  
 BQ0059  ___________________________________________________________________
 BQ0059  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 BQ0059  DYNAMIC HT  -        1348.956 (meters)    4425.70  (feet)  COMP
 BQ0059  MODELED GRAV-     979,012.7   (mgal)                       NAVD 88
 BQ0059
 BQ0059  VERT ORDER  -  SECOND    CLASS 0
 BQ0059
 BQ0059.The horizontal coordinates were scaled from a topographic map and have
 BQ0059.an estimated accuracy of +/- 6 seconds.
 BQ0059
 BQ0059.The orthometric height was determined by differential leveling
 BQ0059.and adjusted by the National Geodetic Survey in June 1991..
 BQ0059
 BQ0059.The geoid height was determined by GEOID03.
 BQ0059
 BQ0059.The dynamic height is computed by dividing the NAVD 88
 BQ0059.geopotential number by the normal gravity value computed on the
 BQ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0059.degrees latitude (g = 980.6199 gals.).
 BQ0059
 BQ0059.The modeled gravity was interpolated from observed gravity values.
 BQ0059
 BQ0059;                    North         East    Units  Estimated Accuracy
 BQ0059;SPC TX C     - 3,150,120.      310,170.      MT  (+/- 180 meters Scaled)
 BQ0059
 BQ0059                          SUPERSEDED SURVEY CONTROL
 BQ0059
 BQ0059  NGVD 29 (??/??/92) 1350.558  (m)         4430.96   (f) ADJ UNCH    2 0
 BQ0059
 BQ0059.Superseded values are not recommended for survey control.
 BQ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0059.See file dsdata.txt to determine how the superseded data were derived.
 BQ0059
 BQ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ559249(NAD 83)
 BQ0059_MARKER: DB = BENCH MARK DISK
 BQ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0059_STAMPING: D 729 1942
 BQ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0059+STABILITY: SURFACE MOTION
 BQ0059
 BQ0059  HISTORY     - Date     Condition        Report By
 BQ0059  HISTORY     - 1942     MONUMENTED       CGS
 BQ0059  HISTORY     - 1958     GOOD             NGS
 BQ0059
 BQ0059                          STATION DESCRIPTION
 BQ0059
 BQ0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0059'8.8 MI S FROM BORACHO.
 BQ0059'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0059'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 7.45 MILES SOUTH
 BQ0059'ALONG A VERY POOR DIRT ROAD.  15 FEET EAAT OF THE CENTER LINE OF THE
 BQ0059'ROAD, 19 FEET SOUTHEAST OF THE CENTER OF A GATE, 1 1/2 FEET SOUTHWEST
 BQ0059'OF A FENCE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BQ0059'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BQ0059'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0094 ***********************************************************************
 CU0094  DESIGNATION -  D 73
 CU0094  PID         -  CU0094
 CU0094  STATE/COUNTY-  TX/FISHER
 CU0094  USGS QUAD   -  BUSBY (1969)
 CU0094
 CU0094                         *CURRENT SURVEY CONTROL
 CU0094  ___________________________________________________________________
 CU0094* NAD 83(1986)-  32 32 08.     (N)    100 26 31.     (W)     SCALED    
 CU0094* NAVD 88     -       649.058  (meters)    2129.45   (feet)  ADJUSTED  
 CU0094  ___________________________________________________________________
 CU0094  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CU0094  DYNAMIC HT  -         648.201 (meters)    2126.64  (feet)  COMP
 CU0094  MODELED GRAV-     979,297.4   (mgal)                       NAVD 88
 CU0094
 CU0094  VERT ORDER  -  FIRST     CLASS II
 CU0094
 CU0094.The horizontal coordinates were scaled from a topographic map and have
 CU0094.an estimated accuracy of +/- 6 seconds.
 CU0094
 CU0094.The orthometric height was determined by differential leveling
 CU0094.and adjusted by the National Geodetic Survey in June 1991..
 CU0094
 CU0094.The geoid height was determined by GEOID03.
 CU0094
 CU0094.The dynamic height is computed by dividing the NAVD 88
 CU0094.geopotential number by the normal gravity value computed on the
 CU0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0094.degrees latitude (g = 980.6199 gals.).
 CU0094
 CU0094.The modeled gravity was interpolated from observed gravity values.
 CU0094
 CU0094;                    North         East    Units  Estimated Accuracy
 CU0094;SPC TXNC     - 2,098,040.      417,600.      MT  (+/- 180 meters Scaled)
 CU0094
 CU0094                          SUPERSEDED SURVEY CONTROL
 CU0094
 CU0094  NGVD 29 (??/??/92)  648.830  (m)         2128.70   (f) ADJ UNCH    1 2
 CU0094
 CU0094.Superseded values are not recommended for survey control.
 CU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0094.See file dsdata.txt to determine how the superseded data were derived.
 CU0094
 CU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB645007(NAD 83)
 CU0094_MARKER: DB = BENCH MARK DISK
 CU0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0094_STAMPING: 2128.703 D 73 1931
 CU0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0094+STABILITY: SURFACE MOTION
 CU0094
 CU0094  HISTORY     - Date     Condition        Report By
 CU0094  HISTORY     - 1931     MONUMENTED       CGS
 CU0094  HISTORY     - 1958     GOOD             NGS
 CU0094
 CU0094                          STATION DESCRIPTION
 CU0094
 CU0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0094'6.3 MI NW FROM SWEETWATER.
 CU0094'IN FISHER COUNTY, ABOUT 6.3 MILES NORTHWEST ALONG THE PANHANDLE AND
 CU0094'SANTA FE RAILWAY FROM SWEETWATER, NOLAN COUNTY, 0.3 MILE NORTHWEST OF
 CU0094'MILEPOST 790, 150 YARDS NORTHWEST OF BRIDGE 789C, AT THE NORTH END OF
 CU0094'THE WIDE RIGHT-OF-WAY, 125 FEET EAST OF THE TRACK, AT THE RIGHT-OF-WAY
 CU0094'CORNER POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 CU0094'INCHES ABOVE GROUND.  NOTE-- RECOVERED 0.3 MILE WEST OF MILEPOST 790,
 CU0094'150 YARDS NORTHWEST OF BRIDGE 789C, 24 FEET NORTHEAST OF THE RIGHT OF
 CU0094'WAY FENCE AND 3 FEET SOUTHEAST OF AN IRON POST. THE IRON POST IS A
 CU0094'SECTION OF RAIL PROJECTING ABOUT 2 FEET AND HAS BEEN PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0035 ***********************************************************************
 BQ0035  DESIGNATION -  D 730
 BQ0035  PID         -  BQ0035
 BQ0035  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0035  USGS QUAD   -  HORSESHOE BUTTE (1978)
 BQ0035
 BQ0035                         *CURRENT SURVEY CONTROL
 BQ0035  ___________________________________________________________________
 BQ0035* NAD 83(1986)-  30 41 19.     (N)    104 27 22.     (W)     SCALED    
 BQ0035* NAVD 88     -      1455.576  (meters)    4775.50   (feet)  ADJUSTED  
 BQ0035  ___________________________________________________________________
 BQ0035  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 BQ0035  DYNAMIC HT  -        1453.175 (meters)    4767.62  (feet)  COMP
 BQ0035  MODELED GRAV-     978,940.9   (mgal)                       NAVD 88
 BQ0035
 BQ0035  VERT ORDER  -  SECOND    CLASS 0
 BQ0035
 BQ0035.The horizontal coordinates were scaled from a topographic map and have
 BQ0035.an estimated accuracy of +/- 6 seconds.
 BQ0035
 BQ0035.The orthometric height was determined by differential leveling
 BQ0035.and adjusted by the National Geodetic Survey in June 1991..
 BQ0035
 BQ0035.The geoid height was determined by GEOID03.
 BQ0035
 BQ0035.The dynamic height is computed by dividing the NAVD 88
 BQ0035.geopotential number by the normal gravity value computed on the
 BQ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0035.degrees latitude (g = 980.6199 gals.).
 BQ0035
 BQ0035.The modeled gravity was interpolated from observed gravity values.
 BQ0035
 BQ0035;                    North         East    Units  Estimated Accuracy
 BQ0035;SPC TX C     - 3,120,610.      305,120.      MT  (+/- 180 meters Scaled)
 BQ0035
 BQ0035                          SUPERSEDED SURVEY CONTROL
 BQ0035
 BQ0035  NGVD 29 (??/??/92) 1454.967  (m)         4773.50   (f) ADJ UNCH    2 0
 BQ0035
 BQ0035.Superseded values are not recommended for survey control.
 BQ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0035.See file dsdata.txt to determine how the superseded data were derived.
 BQ0035
 BQ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP520952(NAD 83)
 BQ0035_MARKER: DB = BENCH MARK DISK
 BQ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0035_STAMPING: D 730 1942
 BQ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0035+STABILITY: SURFACE MOTION
 BQ0035
 BQ0035  HISTORY     - Date     Condition        Report By
 BQ0035  HISTORY     - 1942     MONUMENTED       CGS
 BQ0035  HISTORY     - 1958     GOOD             NGS
 BQ0035
 BQ0035                          STATION DESCRIPTION
 BQ0035
 BQ0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0035'7.85 MI N FROM VALENTINE.
 BQ0035'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0035'THE STATION AT VALENTINE, THENCE 7.65 MILES NORTH ALONG A DIRT ROAD.
 BQ0035'30 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.85 MILE SOUTHWEST
 BQ0035'OF AN EARTH DAM, AT THE CREST OF A HILL, 2 FEET SOUTH OF A WHITE
 BQ0035'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 BQ0035'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0176 ***********************************************************************
 BQ0176  DESIGNATION -  D 731
 BQ0176  PID         -  BQ0176
 BQ0176  STATE/COUNTY-  TX/PRESIDIO
 BQ0176  USGS QUAD   -  CAPOTE PEAK (1978)
 BQ0176
 BQ0176                         *CURRENT SURVEY CONTROL
 BQ0176  ___________________________________________________________________
 BQ0176* NAD 83(1986)-  30 21 15.     (N)    104 31 41.     (W)     SCALED    
 BQ0176* NAVD 88     -      1419.186  (meters)    4656.11   (feet)  POSTED    
 BQ0176  ___________________________________________________________________
 BQ0176  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BQ0176  DYNAMIC HT  -        1416.810 (meters)    4648.32  (feet)  COMP
 BQ0176  MODELED GRAV-     978,916.3   (mgal)                       NAVD 88
 BQ0176
 BQ0176  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0176
 BQ0176.The horizontal coordinates were scaled from a topographic map and have
 BQ0176.an estimated accuracy of +/- 6 seconds.
 BQ0176
 BQ0176.The orthometric height was determined by differential leveling
 BQ0176.and adjusted by the National Geodetic Survey in 1992..
 BQ0176.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0176.rate of 1.1 thru 2.0 mm/km.
 BQ0176
 BQ0176.The geoid height was determined by GEOID03.
 BQ0176
 BQ0176.The dynamic height is computed by dividing the NAVD 88
 BQ0176.geopotential number by the normal gravity value computed on the
 BQ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0176.degrees latitude (g = 980.6199 gals.).
 BQ0176
 BQ0176.The modeled gravity was interpolated from observed gravity values.
 BQ0176
 BQ0176;                    North         East    Units  Estimated Accuracy
 BQ0176;SPC TXSC     - 4,291,950.       68,710.      MT  (+/- 180 meters Scaled)
 BQ0176
 BQ0176                          SUPERSEDED SURVEY CONTROL
 BQ0176
 BQ0176  NGVD 29 (??/??/92) 1418.592  (m)         4654.16   (f) ADJ UNCH    2 0
 BQ0176
 BQ0176.Superseded values are not recommended for survey control.
 BQ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0176.See file dsdata.txt to determine how the superseded data were derived.
 BQ0176
 BQ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP453581(NAD 83)
 BQ0176_MARKER: DB = BENCH MARK DISK
 BQ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0176_STAMPING: D 731 1943
 BQ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0176+STABILITY: SURFACE MOTION
 BQ0176
 BQ0176  HISTORY     - Date     Condition        Report By
 BQ0176  HISTORY     - 1943     MONUMENTED       CGS
 BQ0176  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0176
 BQ0176                          STATION DESCRIPTION
 BQ0176
 BQ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0176'17.5 MI S FROM VALENTINE.
 BQ0176'THIS MARK IS 17.5 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH
 BQ0176'FROM THE POST OFFICE AT VALENTINE, 0.8 MILE NORTH OF AN ARTIFICIAL
 BQ0176'LAKE, 55.4 FEET NORTH OF A RISE IN THE ROAD, 1.0 MILE WEST OF A RANCH
 BQ0176'HOUSE, 44.2 FEET EAST OF THE CENTERLINE OF THE ROAD, PROJECTING
 BQ0176'4-INCHES ABOVE THE GROUND.
 BQ0176
 BQ0176                          STATION RECOVERY (1966)
 BQ0176
 BQ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0200 ***********************************************************************
 BQ0200  DESIGNATION -  D 732
 BQ0200  PID         -  BQ0200
 BQ0200  STATE/COUNTY-  TX/PRESIDIO
 BQ0200  USGS QUAD   -  CANDELARIA (1979)
 BQ0200
 BQ0200                         *CURRENT SURVEY CONTROL
 BQ0200  ___________________________________________________________________
 BQ0200* NAD 83(1986)-  30 10 23.     (N)    104 40 03.     (W)     SCALED    
 BQ0200* NAVD 88     -       890.507  (meters)    2921.61   (feet)  POSTED    
 BQ0200  ___________________________________________________________________
 BQ0200  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 BQ0200  DYNAMIC HT  -         889.080 (meters)    2916.92  (feet)  COMP
 BQ0200  MODELED GRAV-     979,015.2   (mgal)                       NAVD 88
 BQ0200
 BQ0200  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0200
 BQ0200.The horizontal coordinates were scaled from a topographic map and have
 BQ0200.an estimated accuracy of +/- 6 seconds.
 BQ0200
 BQ0200.The orthometric height was determined by differential leveling
 BQ0200.and adjusted by the National Geodetic Survey in 1992..
 BQ0200.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0200.rate of 1.1 thru 2.0 mm/km.
 BQ0200
 BQ0200.The geoid height was determined by GEOID03.
 BQ0200
 BQ0200.The dynamic height is computed by dividing the NAVD 88
 BQ0200.geopotential number by the normal gravity value computed on the
 BQ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0200.degrees latitude (g = 980.6199 gals.).
 BQ0200
 BQ0200.The modeled gravity was interpolated from observed gravity values.
 BQ0200
 BQ0200;                    North         East    Units  Estimated Accuracy
 BQ0200;SPC TXSC     - 4,272,540.       54,350.      MT  (+/- 180 meters Scaled)
 BQ0200
 BQ0200                          SUPERSEDED SURVEY CONTROL
 BQ0200
 BQ0200  NGVD 29 (??/??/92)  890.037  (m)         2920.06   (f) ADJ UNCH    2 0
 BQ0200
 BQ0200.Superseded values are not recommended for survey control.
 BQ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0200.See file dsdata.txt to determine how the superseded data were derived.
 BQ0200
 BQ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP320380(NAD 83)
 BQ0200_MARKER: DB = BENCH MARK DISK
 BQ0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0200_STAMPING: D 732 1943
 BQ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0200+STABILITY: SURFACE MOTION
 BQ0200
 BQ0200  HISTORY     - Date     Condition        Report By
 BQ0200  HISTORY     - 1943     MONUMENTED       CGS
 BQ0200
 BQ0200                          STATION DESCRIPTION
 BQ0200
 BQ0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0200'3.5 MI NW FROM CANDELARIA.
 BQ0200'THIS MARK IS 3.5 MILES NORTHWEST ALONG A DIRT ROAD TO VALENTINE FROM
 BQ0200'THE SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, 0.3 MILE SOUTH OF A
 BQ0200'CROSSING OF THE CAPOTE CREEK, SET ON THE SOUTH SIDE OF TWO MESAS, THE
 BQ0200'ROAD INCLINEING AND GOING BETWEEN THEM, 52.0 FEET WEST OF THE
 BQ0200'CENTERLINE OF THE ROAD, PROJECTING 5-INCHES ABOVE THE GROUND, 2.0 FEET
 BQ0200'SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0036 ***********************************************************************
 CD0036  DESIGNATION -  D 734
 CD0036  PID         -  CD0036
 CD0036  STATE/COUNTY-  TX/CULBERSON
 CD0036  USGS QUAD   -  CASTILE HILL (1973)
 CD0036
 CD0036                         *CURRENT SURVEY CONTROL
 CD0036  ___________________________________________________________________
 CD0036* NAD 83(1986)-  31 49 54.     (N)    104 20 18.     (W)     SCALED    
 CD0036* NAVD 88     -      1123.806  (meters)    3687.02   (feet)  ADJUSTED  
 CD0036  ___________________________________________________________________
 CD0036  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 CD0036  DYNAMIC HT  -        1122.094 (meters)    3681.40  (feet)  COMP
 CD0036  MODELED GRAV-     979,078.9   (mgal)                       NAVD 88
 CD0036
 CD0036  VERT ORDER  -  SECOND    CLASS 0
 CD0036
 CD0036.The horizontal coordinates were scaled from a topographic map and have
 CD0036.an estimated accuracy of +/- 6 seconds.
 CD0036
 CD0036.The orthometric height was determined by differential leveling
 CD0036.and adjusted by the National Geodetic Survey in June 1991..
 CD0036
 CD0036.The geoid height was determined by GEOID03.
 CD0036
 CD0036.The dynamic height is computed by dividing the NAVD 88
 CD0036.geopotential number by the normal gravity value computed on the
 CD0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0036.degrees latitude (g = 980.6199 gals.).
 CD0036
 CD0036.The modeled gravity was interpolated from observed gravity values.
 CD0036
 CD0036;                    North         East    Units  Estimated Accuracy
 CD0036;SPC TX C     - 3,246,840.      320,950.      MT  (+/- 180 meters Scaled)
 CD0036
 CD0036                          SUPERSEDED SURVEY CONTROL
 CD0036
 CD0036  NGVD 29 (??/??/92) 1123.278  (m)         3685.29   (f) ADJ UNCH    2 0
 CD0036
 CD0036.Superseded values are not recommended for survey control.
 CD0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0036.See file dsdata.txt to determine how the superseded data were derived.
 CD0036
 CD0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER626219(NAD 83)
 CD0036_MARKER: DB = BENCH MARK DISK
 CD0036_SETTING: 0 = UNSPECIFIED SETTING
 CD0036_STAMPING: D 734 1943
 CD0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0036
 CD0036  HISTORY     - Date     Condition        Report By
 CD0036  HISTORY     - 1943     MONUMENTED       CGS
 CD0036
 CD0036                          STATION DESCRIPTION
 CD0036
 CD0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0036'27.7 MI W FROM ORLA.
 CD0036'THIS MARK IS 27.7 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0036'ORLA, 0.6 MILE SOUTHEAST OF A ROAD RUNNING EAST, 100.0 FEET EAST OF
 CD0036'THE EAST END OF A CURVE, 30.5 FEET SOUTH OF THE CENTERLINE OF THE
 CD0036'ROAD, PROJECTING 3-INCHES ABOVE THE GROUND, 2.0 FEET WEST OF A WHITE
 CD0036'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0097 ***********************************************************************
 BB0097  DESIGNATION -  D 735
 BB0097  PID         -  BB0097
 BB0097  STATE/COUNTY-  TX/PRESIDIO
 BB0097  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0097
 BB0097                         *CURRENT SURVEY CONTROL
 BB0097  ___________________________________________________________________
 BB0097* NAD 83(1986)-  29 47 08.     (N)    104 11 05.     (W)     SCALED    
 BB0097* NAVD 88     -      1235.292  (meters)    4052.79   (feet)  ADJUSTED  
 BB0097  ___________________________________________________________________
 BB0097  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 BB0097  DYNAMIC HT  -        1233.245 (meters)    4046.07  (feet)  COMP
 BB0097  MODELED GRAV-     978,943.1   (mgal)                       NAVD 88
 BB0097
 BB0097  VERT ORDER  -  SECOND    CLASS 0
 BB0097
 BB0097.The horizontal coordinates were scaled from a topographic map and have
 BB0097.an estimated accuracy of +/- 6 seconds.
 BB0097
 BB0097.The orthometric height was determined by differential leveling
 BB0097.and adjusted by the National Geodetic Survey in June 1991..
 BB0097
 BB0097.The geoid height was determined by GEOID03.
 BB0097
 BB0097.The dynamic height is computed by dividing the NAVD 88
 BB0097.geopotential number by the normal gravity value computed on the
 BB0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0097.degrees latitude (g = 980.6199 gals.).
 BB0097
 BB0097.The modeled gravity was interpolated from observed gravity values.
 BB0097
 BB0097;                    North         East    Units  Estimated Accuracy
 BB0097;SPC TXSC     - 4,227,470.       98,890.      MT  (+/- 180 meters Scaled)
 BB0097
 BB0097                          SUPERSEDED SURVEY CONTROL
 BB0097
 BB0097  NGVD 29 (??/??/92) 1234.876  (m)         4051.42   (f) ADJ UNCH    2 0
 BB0097
 BB0097.Superseded values are not recommended for survey control.
 BB0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0097.See file dsdata.txt to determine how the superseded data were derived.
 BB0097
 BB0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN788953(NAD 83)
 BB0097_MARKER: DB = BENCH MARK DISK
 BB0097_SETTING: 66 = SET IN ROCK OUTCROP
 BB0097_SP_SET: BEDROCK
 BB0097_STAMPING: D 735 1943
 BB0097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0097+STABILITY: POSITION/ELEVATION WELL
 BB0097
 BB0097  HISTORY     - Date     Condition        Report By
 BB0097  HISTORY     - 1943     MONUMENTED       CGS
 BB0097  HISTORY     - 1967     GOOD             NGS
 BB0097
 BB0097                          STATION DESCRIPTION
 BB0097
 BB0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BB0097'9.65 MI NW FROM CASA PIEDRA.
 BB0097'ABOUT 4.05 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BB0097'CASA PIEDRA TO THE NED HARPER RANCH, THENCE 4.3 MILES NORTHWEST ALONG
 BB0097'A TRACK ROAD TO THE JUNCTION OF A DIM TRACK ROAD LEADING LEFT AND
 BB0097'SOUTHWEST, THENCE 1.3 MILES LEFT AND SOUTHWEST ALONG THE DIM TRACK
 BB0097'ROAD, IN THE SOUTH WHEEL TRACK OF THE ROAD, 3 1/2 FEET NORTH OF A
 BB0097'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A WHITE CALICHE BEDROCK.
 BB0097'THIS MARK IS ABOUT 0.85 MILES SOUTHWEST OF B. M. C 375.  ABOUT 0.75
 BB0097'MILES SOUTHWEST ALONG A VERY DIM TRACK ROAD FROM B. M. C 735 TO A DEEP
 BB0097'WASH, CROSS THE DEEP WASH, THENCE RIGHT AND WEST 0.1 MILES ALONG A
 BB0097'VERY DIM TRACK ROAD TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0362 ***********************************************************************
 BA0362  DESIGNATION -  D 736
 BA0362  PID         -  BA0362
 BA0362  STATE/COUNTY-  TX/PRESIDIO
 BA0362  USGS QUAD   -  BANDERA MESA SOUTH (1983)
 BA0362
 BA0362                         *CURRENT SURVEY CONTROL
 BA0362  ___________________________________________________________________
 BA0362* NAD 83(1986)-  29 36 20.     (N)    103 50 32.     (W)     SCALED    
 BA0362* NAVD 88     -      1290.723  (meters)    4234.65   (feet)  ADJUSTED  
 BA0362  ___________________________________________________________________
 BA0362  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0362  DYNAMIC HT  -        1288.554 (meters)    4227.53  (feet)  COMP
 BA0362  MODELED GRAV-     978,917.1   (mgal)                       NAVD 88
 BA0362
 BA0362  VERT ORDER  -  SECOND    CLASS 0
 BA0362
 BA0362.The horizontal coordinates were scaled from a topographic map and have
 BA0362.an estimated accuracy of +/- 6 seconds.
 BA0362
 BA0362.The orthometric height was determined by differential leveling
 BA0362.and adjusted by the National Geodetic Survey in June 1991..
 BA0362
 BA0362.The geoid height was determined by GEOID03.
 BA0362
 BA0362.The dynamic height is computed by dividing the NAVD 88
 BA0362.geopotential number by the normal gravity value computed on the
 BA0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0362.degrees latitude (g = 980.6199 gals.).
 BA0362
 BA0362.The modeled gravity was interpolated from observed gravity values.
 BA0362
 BA0362;                    North         East    Units  Estimated Accuracy
 BA0362;SPC TXSC     - 4,206,120.      131,150.      MT  (+/- 180 meters Scaled)
 BA0362
 BA0362                          SUPERSEDED SURVEY CONTROL
 BA0362
 BA0362  NGVD 29 (??/??/92) 1290.341  (m)         4233.39   (f) ADJ UNCH    2 0
 BA0362
 BA0362.Superseded values are not recommended for survey control.
 BA0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0362.See file dsdata.txt to determine how the superseded data were derived.
 BA0362
 BA0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN121756(NAD 83)
 BA0362_MARKER: DB = BENCH MARK DISK
 BA0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0362_STAMPING: D 736 1943
 BA0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0362+STABILITY: SURFACE MOTION
 BA0362
 BA0362  HISTORY     - Date     Condition        Report By
 BA0362  HISTORY     - 1943     MONUMENTED       CGS
 BA0362  HISTORY     - 1958     GOOD             NGS
 BA0362
 BA0362                          STATION DESCRIPTION
 BA0362
 BA0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0362'14.8 MI NE FROM FOWLKES BROS RANCH.
 BA0362'ABOUT 14.8 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE FOWLKES
 BA0362'BROTHERS RANCH, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 BA0362'ABOUT 0.85 MILE SOUTHEAST OF A STOCK POND, ABOUT 1.25 MILE NORTHWEST
 BA0362'OF A CATTLE GUARD ACROSS THE ROAD, ABOUT 0.15 MILE NORTHWEST OF THE
 BA0362'CREST OF A SLIGHT HILL, 2 FEET SOUTHEAST OF A WHITE WITNESS POST, AND
 BA0362'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0110 ***********************************************************************
 BB0110  DESIGNATION -  D 737
 BB0110  PID         -  BB0110
 BB0110  STATE/COUNTY-  TX/PRESIDIO
 BB0110  USGS QUAD   -  PLATA (1983)
 BB0110
 BB0110                         *CURRENT SURVEY CONTROL
 BB0110  ___________________________________________________________________
 BB0110* NAD 83(1986)-  29 51 04.     (N)    104 01 02.     (W)     SCALED    
 BB0110* NAVD 88     -      1145.168  (meters)    3757.11   (feet)  ADJUSTED  
 BB0110  ___________________________________________________________________
 BB0110  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BB0110  DYNAMIC HT  -        1143.282 (meters)    3750.92  (feet)  COMP
 BB0110  MODELED GRAV-     978,955.9   (mgal)                       NAVD 88
 BB0110
 BB0110  VERT ORDER  -  SECOND    CLASS 0
 BB0110
 BB0110.The horizontal coordinates were scaled from a topographic map and have
 BB0110.an estimated accuracy of +/- 6 seconds.
 BB0110
 BB0110.The orthometric height was determined by differential leveling
 BB0110.and adjusted by the National Geodetic Survey in June 1991..
 BB0110
 BB0110.The geoid height was determined by GEOID03.
 BB0110
 BB0110.The dynamic height is computed by dividing the NAVD 88
 BB0110.geopotential number by the normal gravity value computed on the
 BB0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0110.degrees latitude (g = 980.6199 gals.).
 BB0110
 BB0110.The modeled gravity was interpolated from observed gravity values.
 BB0110
 BB0110;                    North         East    Units  Estimated Accuracy
 BB0110;SPC TXSC     - 4,234,020.      115,380.      MT  (+/- 180 meters Scaled)
 BB0110
 BB0110                          SUPERSEDED SURVEY CONTROL
 BB0110
 BB0110  NGVD 29 (??/??/92) 1144.776  (m)         3755.82   (f) ADJ UNCH    2 0
 BB0110
 BB0110.Superseded values are not recommended for survey control.
 BB0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0110.See file dsdata.txt to determine how the superseded data were derived.
 BB0110
 BB0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP949026(NAD 83)
 BB0110_MARKER: DB = BENCH MARK DISK
 BB0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0110_STAMPING: D 737 1943
 BB0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0110+STABILITY: SURFACE MOTION
 BB0110
 BB0110  HISTORY     - Date     Condition        Report By
 BB0110  HISTORY     - 1943     MONUMENTED       CGS
 BB0110  HISTORY     - 1958     GOOD             NGS
 BB0110
 BB0110                          STATION DESCRIPTION
 BB0110
 BB0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0110'1.15 MI S FROM PLATA.
 BB0110'ABOUT 1.15 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD
 BB0110'SECTION FOREMANS HOUSE AT PLATA, 32 FEET NORTHEAST OF THE CENTER LINE
 BB0110'OF THE ROAD, 154 FEET NORTH-NORTHEAST AND ACROSS THE ROAD FROM A POWER
 BB0110'POLE, ON THE INSIDE OF A CURVE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 BB0110'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0165 ***********************************************************************
 BQ0165  DESIGNATION -  D 738
 BQ0165  PID         -  BQ0165
 BQ0165  STATE/COUNTY-  TX/PRESIDIO
 BQ0165  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0165
 BQ0165                         *CURRENT SURVEY CONTROL
 BQ0165  ___________________________________________________________________
 BQ0165* NAD 83(1986)-  30 12 19.     (N)    104 03 49.     (W)     SCALED    
 BQ0165* NAVD 88     -      1375.376  (meters)    4512.38   (feet)  ADJUSTED  
 BQ0165  ___________________________________________________________________
 BQ0165  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 BQ0165  DYNAMIC HT  -        1373.091 (meters)    4504.88  (feet)  COMP
 BQ0165  MODELED GRAV-     978,932.9   (mgal)                       NAVD 88
 BQ0165
 BQ0165  VERT ORDER  -  FIRST     CLASS II
 BQ0165
 BQ0165.The horizontal coordinates were scaled from a topographic map and have
 BQ0165.an estimated accuracy of +/- 6 seconds.
 BQ0165
 BQ0165.The orthometric height was determined by differential leveling
 BQ0165.and adjusted by the National Geodetic Survey in June 1991..
 BQ0165
 BQ0165.The geoid height was determined by GEOID03.
 BQ0165
 BQ0165.The dynamic height is computed by dividing the NAVD 88
 BQ0165.geopotential number by the normal gravity value computed on the
 BQ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0165.degrees latitude (g = 980.6199 gals.).
 BQ0165
 BQ0165.The modeled gravity was interpolated from observed gravity values.
 BQ0165
 BQ0165;                    North         East    Units  Estimated Accuracy
 BQ0165;SPC TXSC     - 4,273,440.      112,600.      MT  (+/- 180 meters Scaled)
 BQ0165
 BQ0165                          SUPERSEDED SURVEY CONTROL
 BQ0165
 BQ0165  NGVD 29 (??/??/92) 1374.898  (m)         4510.81   (f) ADJ UNCH    1 2
 BQ0165
 BQ0165.Superseded values are not recommended for survey control.
 BQ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0165.See file dsdata.txt to determine how the superseded data were derived.
 BQ0165
 BQ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP901419(NAD 83)
 BQ0165_MARKER: DB = BENCH MARK DISK
 BQ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0165_STAMPING: D 738 1943
 BQ0165_MARK LOGO: CGS   
 BQ0165_PROJECTION: PROJECTING 15 CENTIMETERS
 BQ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0165+STABILITY: SURFACE MOTION
 BQ0165
 BQ0165  HISTORY     - Date     Condition        Report By
 BQ0165  HISTORY     - 1943     MONUMENTED       CGS
 BQ0165  HISTORY     - 1958     GOOD             NGS
 BQ0165  HISTORY     - 1981     GOOD             NGS
 BQ0165
 BQ0165                          STATION DESCRIPTION
 BQ0165
 BQ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0165'7.9 MI S FROM MARFA.
 BQ0165'ABOUT 7.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 67 FROM THE TEXAS AND NEW
 BQ0165'ORLEANS RAILROAD STATION AT MARFA, THENCE ABOUT 0.5 MILE SOUTHEAST
 BQ0165'ALONG FARM ROAD 169, 299 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BQ0165'ROAD, 126 FEET SOUTHEAST OF A POWER POLE, 32 FEET SOUTHWEST OF THE
 BQ0165'CENTER LINE OF A DIM ROAD BED, 2 FEET EAST OF A FENCE, 2 FEET SOUTH OF
 BQ0165'A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BQ0165'PROJECTING 8 INCHES.
 BQ0165
 BQ0165                          STATION RECOVERY (1981)
 BQ0165
 BQ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0165'11.6 KM (7.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0165'WITH U.S. HIGHWAY 90 IN MARFA, THENCE 0.6 KM (0.4 MI) SOUTHEAST
 BQ0165'ALONG RANCH ROAD 169, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A FIELD
 BQ0165'ROAD, 91.1 METERS (299.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 BQ0165'RANCH ROAD, 38.4 METERS (126.0 FT) SOUTHEAST OF UTILITY POLE NUMBER
 BQ0165'8 11, AND 22.9 METERS (75.0 FT) EAST OF THE CENTER OF THE FIELD
 BQ0165'ROAD.
 BQ0165'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 BQ0165'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0630 ***********************************************************************
 CA0630  DESIGNATION -  D 74
 CA0630  PID         -  CA0630
 CA0630  STATE/COUNTY-  TX/COLEMAN
 CA0630  USGS QUAD   -  NOVICE EAST (1987)
 CA0630
 CA0630                         *CURRENT SURVEY CONTROL
 CA0630  ___________________________________________________________________
 CA0630* NAD 83(1986)-  31 53 30.     (N)    099 30 56.     (W)     SCALED    
 CA0630* NAVD 88     -       568.854  (meters)    1866.32   (feet)  POSTED    
 CA0630  ___________________________________________________________________
 CA0630  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CA0630  DYNAMIC HT  -         568.100 (meters)    1863.84  (feet)  COMP
 CA0630  MODELED GRAV-     979,296.1   (mgal)                       NAVD 88
 CA0630
 CA0630  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0630
 CA0630.The horizontal coordinates were scaled from a topographic map and have
 CA0630.an estimated accuracy of +/- 6 seconds.
 CA0630
 CA0630.The orthometric height was determined by differential leveling
 CA0630.and adjusted by the National Geodetic Survey in 1992..
 CA0630.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0630.rate of 0.0 thru 1.0 mm/km.
 CA0630
 CA0630.The geoid height was determined by GEOID03.
 CA0630
 CA0630.The dynamic height is computed by dividing the NAVD 88
 CA0630.geopotential number by the normal gravity value computed on the
 CA0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0630.degrees latitude (g = 980.6199 gals.).
 CA0630
 CA0630.The modeled gravity was interpolated from observed gravity values.
 CA0630
 CA0630;                    North         East    Units  Estimated Accuracy
 CA0630;SPC TX C     - 3,246,950.      777,370.      MT  (+/- 180 meters Scaled)
 CA0630
 CA0630                          SUPERSEDED SURVEY CONTROL
 CA0630
 CA0630  NGVD 29 (??/??/92)  568.718  (m)         1865.87   (f) ADJ UNCH    1 2
 CA0630
 CA0630.Superseded values are not recommended for survey control.
 CA0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0630.See file dsdata.txt to determine how the superseded data were derived.
 CA0630
 CA0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA512285(NAD 83)
 CA0630_MARKER: DB = BENCH MARK DISK
 CA0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0630_STAMPING: 1865.869 D 74 1931
 CA0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0630+STABILITY: SURFACE MOTION
 CA0630
 CA0630  HISTORY     - Date     Condition        Report By
 CA0630  HISTORY     - 1931     MONUMENTED       CGS
 CA0630  HISTORY     - 1937     GOOD             NGS
 CA0630
 CA0630                          STATION DESCRIPTION
 CA0630
 CA0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0630'6.3 MI SE FROM SILVER VALLEY.
 CA0630'6.3 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0630'SILVER VALLEY, COLEMAN COUNTY, 7 POLES EAST OF MILEPOST 386, AT A
 CA0630'WHISTLE POST, 45 FEET NORTH OF THE TRACK, AND AT A FENCE.  A STANDARD
 CA0630'DISK, STAMPED 1865.869 D 74 1931 AND SET IN THE TOP OF A CONCRETE
 CA0630'POST.
 CA0630
 CA0630                          STATION RECOVERY (1937)
 CA0630
 CA0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 CA0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0068 ***********************************************************************
 BA0068  DESIGNATION -  D 740
 BA0068  PID         -  BA0068
 BA0068  STATE/COUNTY-  TX/BREWSTER
 BA0068  USGS QUAD   -  SANTIAGO PEAK (1983)
 BA0068
 BA0068                         *CURRENT SURVEY CONTROL
 BA0068  ___________________________________________________________________
 BA0068* NAD 83(1986)-  29 47 23.     (N)    103 28 38.     (W)     SCALED    
 BA0068* NAVD 88     -      1094.387  (meters)    3590.50   (feet)  ADJUSTED  
 BA0068  ___________________________________________________________________
 BA0068  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 BA0068  DYNAMIC HT  -        1092.609 (meters)    3584.67  (feet)  COMP
 BA0068  MODELED GRAV-     978,980.3   (mgal)                       NAVD 88
 BA0068
 BA0068  VERT ORDER  -  SECOND    CLASS 0
 BA0068
 BA0068.The horizontal coordinates were scaled from a topographic map and have
 BA0068.an estimated accuracy of +/- 6 seconds.
 BA0068
 BA0068.The orthometric height was determined by differential leveling
 BA0068.and adjusted by the National Geodetic Survey in June 1991..
 BA0068
 BA0068.The geoid height was determined by GEOID03.
 BA0068
 BA0068.The dynamic height is computed by dividing the NAVD 88
 BA0068.geopotential number by the normal gravity value computed on the
 BA0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0068.degrees latitude (g = 980.6199 gals.).
 BA0068
 BA0068.The modeled gravity was interpolated from observed gravity values.
 BA0068
 BA0068;                    North         East    Units  Estimated Accuracy
 BA0068;SPC TXSC     - 4,225,110.      167,250.      MT  (+/- 180 meters Scaled)
 BA0068
 BA0068                          SUPERSEDED SURVEY CONTROL
 BA0068
 BA0068  NGVD 29 (??/??/92) 1093.964  (m)         3589.11   (f) ADJ UNCH    2 0
 BA0068
 BA0068.Superseded values are not recommended for survey control.
 BA0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0068.See file dsdata.txt to determine how the superseded data were derived.
 BA0068
 BA0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN471964(NAD 83)
 BA0068_MARKER: DB = BENCH MARK DISK
 BA0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0068_STAMPING: D 740 1943
 BA0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0068+STABILITY: SURFACE MOTION
 BA0068
 BA0068  HISTORY     - Date     Condition        Report By
 BA0068  HISTORY     - 1943     MONUMENTED       CGS
 BA0068  HISTORY     - 1958     GOOD             NGS
 BA0068
 BA0068                          STATION DESCRIPTION
 BA0068
 BA0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0068'48.65 MI S FROM ALPINE.
 BA0068'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0068'STATION AT ALPINE, THENCE ABOUT 42.25 MILE SOUTH ALONG STATE HIGHWAY
 BA0068'118, THENCE ABOUT 6.0 MILE EAST ALONG A GRADED DIRT ROAD LEADING TO
 BA0068'THE A. M. POTTER RANCH.  38 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BA0068'ABOUT 0.3 MILE WEST OF A SMALL DIRT STOCK POND, ABOUT 0.1 MILE
 BA0068'SOUTHEAST OF THE CREST OF A SMALL HILL, 2 FEET NORTHEAST OF A WHITE
 BA0068'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 BA0068'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0092 ***********************************************************************
 BA0092  DESIGNATION -  D 741
 BA0092  PID         -  BA0092
 BA0092  STATE/COUNTY-  TX/BREWSTER
 BA0092  USGS QUAD   -  MARAVILLAS GAP (1983)
 BA0092
 BA0092                         *CURRENT SURVEY CONTROL
 BA0092  ___________________________________________________________________
 BA0092* NAD 83(1986)-  29 59 44.     (N)    103 16 15.     (W)     SCALED    
 BA0092* NAVD 88     -      1070.951  (meters)    3513.61   (feet)  ADJUSTED  
 BA0092  ___________________________________________________________________
 BA0092  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0092  DYNAMIC HT  -        1069.225 (meters)    3507.95  (feet)  COMP
 BA0092  MODELED GRAV-     978,994.5   (mgal)                       NAVD 88
 BA0092
 BA0092  VERT ORDER  -  SECOND    CLASS 0
 BA0092
 BA0092.The horizontal coordinates were scaled from a topographic map and have
 BA0092.an estimated accuracy of +/- 6 seconds.
 BA0092
 BA0092.The orthometric height was determined by differential leveling
 BA0092.and adjusted by the National Geodetic Survey in June 1991..
 BA0092
 BA0092.The geoid height was determined by GEOID03.
 BA0092
 BA0092.The dynamic height is computed by dividing the NAVD 88
 BA0092.geopotential number by the normal gravity value computed on the
 BA0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0092.degrees latitude (g = 980.6199 gals.).
 BA0092
 BA0092.The modeled gravity was interpolated from observed gravity values.
 BA0092
 BA0092;                    North         East    Units  Estimated Accuracy
 BA0092;SPC TXSC     - 4,247,160.      188,030.      MT  (+/- 180 meters Scaled)
 BA0092
 BA0092                          SUPERSEDED SURVEY CONTROL
 BA0092
 BA0092  NGVD 29 (??/??/92) 1070.569  (m)         3512.36   (f) ADJ UNCH    2 0
 BA0092
 BA0092.Superseded values are not recommended for survey control.
 BA0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0092.See file dsdata.txt to determine how the superseded data were derived.
 BA0092
 BA0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP667195(NAD 83)
 BA0092_MARKER: DB = BENCH MARK DISK
 BA0092_SETTING: 66 = SET IN ROCK OUTCROP
 BA0092_SP_SET: OUTCROP
 BA0092_STAMPING: D 741 1943
 BA0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0092+STABILITY: POSITION/ELEVATION WELL
 BA0092
 BA0092  HISTORY     - Date     Condition        Report By
 BA0092  HISTORY     - 1943     MONUMENTED       CGS
 BA0092  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0092  HISTORY     - 1976     MARK NOT FOUND   USGS
 BA0092
 BA0092                          STATION DESCRIPTION
 BA0092
 BA0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0092'15.55 MI S FROM MARATHON.
 BA0092'THIS MARK IS ABOUT 15.55 MILES SOUTH ALONG STATE HIGHWAY 227 FROM THE
 BA0092'RAILROAD STATION AT MARATHON, BREWSTER COUNTY, ABOUT .05 MILE SOUTH OF
 BA0092'A DIRT ROAD RUNNING SOUTHEAST TO THE BUTTRILL RANCH, 31.3 FEET WEST OF
 BA0092'THE CENTER LINE OF THE HIGHWAY, 2.4 FEET EAST OF A WIRE FENCE WHICH
 BA0092'RUNS NORTH AND SOUTH, SET IN THE TOP OF A LIMESTONE OUTCROP AND
 BA0092'SURROUNDED BY A CIRCLE OF ROCKS, ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 BA0092
 BA0092                          STATION RECOVERY (1958)
 BA0092
 BA0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0092'MARK NOT FOUND.
 BA0092
 BA0092                          STATION RECOVERY (1976)
 BA0092
 BA0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0168 ***********************************************************************
 BA0168  DESIGNATION -  D 742
 BA0168  PID         -  BA0168
 BA0168  STATE/COUNTY-  TX/BREWSTER
 BA0168  USGS QUAD   -  SAN VICENTE (1971)
 BA0168
 BA0168                         *CURRENT SURVEY CONTROL
 BA0168  ___________________________________________________________________
 BA0168* NAD 83(1986)-  29 14 34.     (N)    103 05 24.     (W)     SCALED    
 BA0168* NAVD 88     -       762.757  (meters)    2502.48   (feet)  ADJUSTED  
 BA0168  ___________________________________________________________________
 BA0168  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 BA0168  DYNAMIC HT  -         761.531 (meters)    2498.46  (feet)  COMP
 BA0168  MODELED GRAV-     979,010.8   (mgal)                       NAVD 88
 BA0168
 BA0168  VERT ORDER  -  FIRST     CLASS II
 BA0168
 BA0168.The horizontal coordinates were scaled from a topographic map and have
 BA0168.an estimated accuracy of +/- 6 seconds.
 BA0168
 BA0168.The orthometric height was determined by differential leveling
 BA0168.and adjusted by the National Geodetic Survey in June 1991..
 BA0168
 BA0168.The geoid height was determined by GEOID03.
 BA0168
 BA0168.The dynamic height is computed by dividing the NAVD 88
 BA0168.geopotential number by the normal gravity value computed on the
 BA0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0168.degrees latitude (g = 980.6199 gals.).
 BA0168
 BA0168.The modeled gravity was interpolated from observed gravity values.
 BA0168
 BA0168;                    North         East    Units  Estimated Accuracy
 BA0168;SPC TXSC     - 4,163,150.      202,550.      MT  (+/- 180 meters Scaled)
 BA0168
 BA0168                          SUPERSEDED SURVEY CONTROL
 BA0168
 BA0168  NGVD 29 (??/??/92)  762.388  (m)         2501.27   (f) ADJ UNCH    1 2
 BA0168
 BA0168.Superseded values are not recommended for survey control.
 BA0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0168.See file dsdata.txt to determine how the superseded data were derived.
 BA0168
 BA0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN856363(NAD 83)
 BA0168_MARKER: DB = BENCH MARK DISK
 BA0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0168_STAMPING: D 742 1943
 BA0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0168+STABILITY: SURFACE MOTION
 BA0168
 BA0168  HISTORY     - Date     Condition        Report By
 BA0168  HISTORY     - 1943     MONUMENTED       CGS
 BA0168  HISTORY     - 1958     GOOD             NGS
 BA0168  HISTORY     - 20030422 GOOD             USPSQD
 BA0168
 BA0168                          STATION DESCRIPTION
 BA0168
 BA0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0168'9.2 MI SE FROM PARK HEADQUARTERS.
 BA0168'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0168'BUILDING, THENCE 8.7 MILES SOUTHEAST ALONG A PAVED ROAD.  60 SOUTHWEST
 BA0168'OF THE CENTER LINE OF THE ROAD, ON THE OUTSIDE OF A CURVE, 2 FEET
 BA0168'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 BA0168'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BA0168
 BA0168                          STATION RECOVERY (2003)
 BA0168
 BA0168'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0026 ***********************************************************************
 BA0026  DESIGNATION -  D 743
 BA0026  PID         -  BA0026
 BA0026  STATE/COUNTY-  TX/BREWSTER
 BA0026  USGS QUAD   -  SAN FRANCISCO SHUTUP (1983)
 BA0026
 BA0026                         *CURRENT SURVEY CONTROL
 BA0026  ___________________________________________________________________
 BA0026* NAD 83(1986)-  29 56 53.     (N)    102 41 32.     (W)     SCALED    
 BA0026* NAVD 88     -       781.394  (meters)    2563.62   (feet)  ADJUSTED  
 BA0026  ___________________________________________________________________
 BA0026  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 BA0026  DYNAMIC HT  -         780.191 (meters)    2559.68  (feet)  COMP
 BA0026  MODELED GRAV-     979,076.4   (mgal)                       NAVD 88
 BA0026
 BA0026  VERT ORDER  -  FIRST     CLASS II
 BA0026
 BA0026.The horizontal coordinates were scaled from a topographic map and have
 BA0026.an estimated accuracy of +/- 6 seconds.
 BA0026
 BA0026.The orthometric height was determined by differential leveling
 BA0026.and adjusted by the National Geodetic Survey in June 1991..
 BA0026
 BA0026.The geoid height was determined by GEOID03.
 BA0026
 BA0026.The dynamic height is computed by dividing the NAVD 88
 BA0026.geopotential number by the normal gravity value computed on the
 BA0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0026.degrees latitude (g = 980.6199 gals.).
 BA0026
 BA0026.The modeled gravity was interpolated from observed gravity values.
 BA0026
 BA0026;                    North         East    Units  Estimated Accuracy
 BA0026;SPC TXSC     - 4,240,000.      243,650.      MT  (+/- 180 meters Scaled)
 BA0026
 BA0026                          SUPERSEDED SURVEY CONTROL
 BA0026
 BA0026  NGVD 29 (??/??/92)  781.115  (m)         2562.71   (f) ADJ UNCH    1 2
 BA0026
 BA0026.Superseded values are not recommended for survey control.
 BA0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0026.See file dsdata.txt to determine how the superseded data were derived.
 BA0026
 BA0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP227152(NAD 83)
 BA0026_MARKER: DB = BENCH MARK DISK
 BA0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0026_STAMPING: D 743 1943
 BA0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0026+STABILITY: SURFACE MOTION
 BA0026
 BA0026  HISTORY     - Date     Condition        Report By
 BA0026  HISTORY     - 1943     MONUMENTED       CGS
 BA0026  HISTORY     - 1958     GOOD             NGS
 BA0026
 BA0026                          STATION DESCRIPTION
 BA0026
 BA0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0026'IN SLAUGHTER RANCH HDQ.
 BA0026'AT SLAUGHTER RANCH HDQ., 73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BA0026'THE HOUSE, 24 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 20 1/2
 BA0026'FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 1 FOOT EAST OF THE
 BA0026'EAST END OF A STONE FENCE, AND IN THE TOP OF A CONCRETE POST
 BA0026'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0079 ***********************************************************************
 BB0079  DESIGNATION -  D 744
 BB0079  PID         -  BB0079
 BB0079  STATE/COUNTY-  TX/PRESIDIO
 BB0079  USGS QUAD   -  CERRO REDONDO (1983)
 BB0079
 BB0079                         *CURRENT SURVEY CONTROL
 BB0079  ___________________________________________________________________
 BB0079* NAD 83(1986)-  29 33 16.     (N)    104 10 35.     (W)     SCALED    
 BB0079* NAVD 88     -       901.747  (meters)    2958.48   (feet)  ADJUSTED  
 BB0079  ___________________________________________________________________
 BB0079  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 BB0079  DYNAMIC HT  -         900.277 (meters)    2953.66  (feet)  COMP
 BB0079  MODELED GRAV-     978,982.3   (mgal)                       NAVD 88
 BB0079
 BB0079  VERT ORDER  -  FIRST     CLASS II
 BB0079
 BB0079.The horizontal coordinates were scaled from a topographic map and have
 BB0079.an estimated accuracy of +/- 6 seconds.
 BB0079
 BB0079.The orthometric height was determined by differential leveling
 BB0079.and adjusted by the National Geodetic Survey in June 1991..
 BB0079
 BB0079.The geoid height was determined by GEOID03.
 BB0079
 BB0079.The dynamic height is computed by dividing the NAVD 88
 BB0079.geopotential number by the normal gravity value computed on the
 BB0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0079.degrees latitude (g = 980.6199 gals.).
 BB0079
 BB0079.The modeled gravity was interpolated from observed gravity values.
 BB0079
 BB0079;                    North         East    Units  Estimated Accuracy
 BB0079;SPC TXSC     - 4,201,840.       98,560.      MT  (+/- 180 meters Scaled)
 BB0079
 BB0079                          SUPERSEDED SURVEY CONTROL
 BB0079
 BB0079  NGVD 29 (??/??/92)  901.428  (m)         2957.43   (f) ADJ UNCH    1 2
 BB0079
 BB0079.Superseded values are not recommended for survey control.
 BB0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0079.See file dsdata.txt to determine how the superseded data were derived.
 BB0079
 BB0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN797696(NAD 83)
 BB0079_MARKER: DB = BENCH MARK DISK
 BB0079_SETTING: 80 = SET IN A BOULDER
 BB0079_SP_SET: BOULDER
 BB0079_STAMPING: D 744 1943
 BB0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0079+STABILITY: SURFACE MOTION
 BB0079
 BB0079  HISTORY     - Date     Condition        Report By
 BB0079  HISTORY     - 1943     MONUMENTED       CGS
 BB0079  HISTORY     - 1958     GOOD             NGS
 BB0079
 BB0079                          STATION DESCRIPTION
 BB0079
 BB0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0079'15.9 MI E FROM PRESIDIO.
 BB0079'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0079'PRESIDIO, THENCE 5.85 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BB0079'1.2 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 1.15 MILES EAST
 BB0079'ALONG A TRACK ROAD LEADING TO THE FOWLKES BROS. RANCH, IN THE TOP OF A
 BB0079'ROUND BOULDER PROJECTING 1 1/2 FEET, 105 FEET SOUTHWEST OF THE CENTER
 BB0079'LINE OF THE ROAD, ABOUT 97 YARDS NORTHWEST OF THE CENTER LINE OF THE
 BB0079'MAIN CHANNEL OF A WIDE CREEK BED, 3 FEET NORTHWEST OF A WHITE WOODEN
 BB0079'WITNESS POST, AND ABOUT 0.1 MILE EAST OF A CATTLE GUARD, WINDMILL, AND
 BB0079'TANK ON THE NORTH SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0044 ***********************************************************************
 BA0044  DESIGNATION -  D 745
 BA0044  PID         -  BA0044
 BA0044  STATE/COUNTY-  TX/BREWSTER
 BA0044  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0044
 BA0044                         *CURRENT SURVEY CONTROL
 BA0044  ___________________________________________________________________
 BA0044* NAD 83(1986)-  29 40 59.     (N)    103 09 58.     (W)     SCALED    
 BA0044* NAVD 88     -       864.439  (meters)    2836.08   (feet)  ADJUSTED  
 BA0044  ___________________________________________________________________
 BA0044  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 BA0044  DYNAMIC HT  -         863.064 (meters)    2831.57  (feet)  COMP
 BA0044  MODELED GRAV-     979,022.8   (mgal)                       NAVD 88
 BA0044
 BA0044  VERT ORDER  -  FIRST     CLASS II
 BA0044
 BA0044.The horizontal coordinates were scaled from a topographic map and have
 BA0044.an estimated accuracy of +/- 6 seconds.
 BA0044
 BA0044.The orthometric height was determined by differential leveling
 BA0044.and adjusted by the National Geodetic Survey in June 1991..
 BA0044
 BA0044.The geoid height was determined by GEOID03.
 BA0044
 BA0044.The dynamic height is computed by dividing the NAVD 88
 BA0044.geopotential number by the normal gravity value computed on the
 BA0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0044.degrees latitude (g = 980.6199 gals.).
 BA0044
 BA0044.The modeled gravity was interpolated from observed gravity values.
 BA0044
 BA0044;                    North         East    Units  Estimated Accuracy
 BA0044;SPC TXSC     - 4,212,180.      196,890.      MT  (+/- 180 meters Scaled)
 BA0044
 BA0044                          SUPERSEDED SURVEY CONTROL
 BA0044
 BA0044  NGVD 29 (??/??/92)  864.092  (m)         2834.94   (f) ADJ UNCH    1 2
 BA0044
 BA0044.Superseded values are not recommended for survey control.
 BA0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0044.See file dsdata.txt to determine how the superseded data were derived.
 BA0044
 BA0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN774850(NAD 83)
 BA0044_MARKER: DB = BENCH MARK DISK
 BA0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0044_STAMPING: D 745 1943
 BA0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0044+STABILITY: SURFACE MOTION
 BA0044
 BA0044  HISTORY     - Date     Condition        Report By
 BA0044  HISTORY     - 1943     MONUMENTED       CGS
 BA0044  HISTORY     - 1967     GOOD             NGS
 BA0044  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0044
 BA0044                          STATION DESCRIPTION
 BA0044
 BA0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0044'1.0 MI N FROM PERSIMMON GAP.
 BA0044'ABOUT 1.0 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0044'PERSIMMON GAP, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.2
 BA0044'MILES NORTH OF THE NORTH ENTRANCE TO THE BIG BEND NATIONAL PARK, 34
 BA0044'FEET WEST OF THE EAST RIGHT OF WAY FENCE, 2 FEET WEST OF A WHITE
 BA0044'WOODEN WITNESS POST, 42 FEET WEST NORTHWEST OF CONCRETE HIGHWAY MARKER
 BA0044'NUMBER 2087+47.2, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BA0044'INCHES.
 BA0044
 BA0044                          STATION RECOVERY (2001)
 BA0044
 BA0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0044'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0143 ***********************************************************************
 BA0143  DESIGNATION -  D 746
 BA0143  PID         -  BA0143
 BA0143  STATE/COUNTY-  TX/BREWSTER
 BA0143  USGS QUAD   -  GLENN SPRING (1971)
 BA0143
 BA0143                         *CURRENT SURVEY CONTROL
 BA0143  ___________________________________________________________________
 BA0143* NAD 83(1986)-  29 07 34.     (N)    103 12 27.     (W)     SCALED    
 BA0143* NAVD 88     -       772.582  (meters)    2534.71   (feet)  ADJUSTED  
 BA0143  ___________________________________________________________________
 BA0143  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BA0143  DYNAMIC HT  -         771.333 (meters)    2530.61  (feet)  COMP
 BA0143  MODELED GRAV-     979,001.4   (mgal)                       NAVD 88
 BA0143
 BA0143  VERT ORDER  -  FIRST     CLASS II
 BA0143
 BA0143.The horizontal coordinates were scaled from a topographic map and have
 BA0143.an estimated accuracy of +/- 6 seconds.
 BA0143
 BA0143.The orthometric height was determined by differential leveling
 BA0143.and adjusted by the National Geodetic Survey in June 1991..
 BA0143
 BA0143.The geoid height was determined by GEOID03.
 BA0143
 BA0143.The dynamic height is computed by dividing the NAVD 88
 BA0143.geopotential number by the normal gravity value computed on the
 BA0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0143.degrees latitude (g = 980.6199 gals.).
 BA0143
 BA0143.The modeled gravity was interpolated from observed gravity values.
 BA0143
 BA0143;                    North         East    Units  Estimated Accuracy
 BA0143;SPC TXSC     - 4,150,640.      190,670.      MT  (+/- 180 meters Scaled)
 BA0143
 BA0143                          SUPERSEDED SURVEY CONTROL
 BA0143
 BA0143  NGVD 29 (??/??/92)  772.190  (m)         2533.43   (f) ADJ UNCH    1 2
 BA0143
 BA0143.Superseded values are not recommended for survey control.
 BA0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0143.See file dsdata.txt to determine how the superseded data were derived.
 BA0143
 BA0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN743232(NAD 83)
 BA0143_MARKER: DB = BENCH MARK DISK
 BA0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0143_STAMPING: D 746 1943
 BA0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0143+STABILITY: SURFACE MOTION
 BA0143
 BA0143  HISTORY     - Date     Condition        Report By
 BA0143  HISTORY     - 1943     MONUMENTED       CGS
 BA0143  HISTORY     - 1958     GOOD             NGS
 BA0143
 BA0143                          STATION DESCRIPTION
 BA0143
 BA0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0143'32.55 MI E FROM CASTOLON.
 BA0143'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0143'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0143'5.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 9.95 MILES
 BA0143'NORTHEAST ALONG A GRADED DIRT ROAD.  29 FEET EAST OF THE CENTER LINE
 BA0143'OF THE ROAD, 89 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A
 BA0143'DRAW, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 BA0143'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0180 ***********************************************************************
 BA0180  DESIGNATION -  D 748
 BA0180  PID         -  BA0180
 BA0180  STATE/COUNTY-  TX/BREWSTER
 BA0180  USGS QUAD   -  GRAPEVINE HILLS (1971)
 BA0180
 BA0180                         *CURRENT SURVEY CONTROL
 BA0180  ___________________________________________________________________
 BA0180* NAD 83(1986)-  29 23 00.     (N)    103 09 01.     (W)     SCALED    
 BA0180* NAVD 88     -       898.442  (meters)    2947.64   (feet)  ADJUSTED  
 BA0180  ___________________________________________________________________
 BA0180  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 BA0180  DYNAMIC HT  -         896.984 (meters)    2942.86  (feet)  COMP
 BA0180  MODELED GRAV-     978,990.3   (mgal)                       NAVD 88
 BA0180
 BA0180  VERT ORDER  -  FIRST     CLASS II
 BA0180
 BA0180.The horizontal coordinates were scaled from a topographic map and have
 BA0180.an estimated accuracy of +/- 6 seconds.
 BA0180
 BA0180.The orthometric height was determined by differential leveling
 BA0180.and adjusted by the National Geodetic Survey in June 1991..
 BA0180
 BA0180.The geoid height was determined by GEOID03.
 BA0180
 BA0180.The dynamic height is computed by dividing the NAVD 88
 BA0180.geopotential number by the normal gravity value computed on the
 BA0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0180.degrees latitude (g = 980.6199 gals.).
 BA0180
 BA0180.The modeled gravity was interpolated from observed gravity values.
 BA0180
 BA0180;                    North         East    Units  Estimated Accuracy
 BA0180;SPC TXSC     - 4,178,930.      197,240.      MT  (+/- 180 meters Scaled)
 BA0180
 BA0180                          SUPERSEDED SURVEY CONTROL
 BA0180
 BA0180  NGVD 29 (??/??/92)  898.059  (m)         2946.38   (f) ADJ UNCH    1 2
 BA0180
 BA0180.Superseded values are not recommended for survey control.
 BA0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0180.See file dsdata.txt to determine how the superseded data were derived.
 BA0180
 BA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN795518(NAD 83)
 BA0180_MARKER: DB = BENCH MARK DISK
 BA0180_SETTING: 66 = SET IN ROCK OUTCROP
 BA0180_SP_SET: OUTCROP
 BA0180_STAMPING: D 748 1943
 BA0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0180+STABILITY: POSITION/ELEVATION WELL
 BA0180
 BA0180  HISTORY     - Date     Condition        Report By
 BA0180  HISTORY     - 1943     MONUMENTED       CGS
 BA0180  HISTORY     - 1958     GOOD             NGS
 BA0180  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0180
 BA0180                          STATION DESCRIPTION
 BA0180
 BA0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0180'5.85 MI NE FROM PARK HEADQUARTERS.
 BA0180'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0180'BUILDING, THENCE 5.35 MILES NORTHEAST ALONG STATE HIGHWAY 51.  IN THE
 BA0180'TOP OF A FLAT SANDSTONE OUTCROP, 42 FEET NORTHWEST OF THE CENTER LINE
 BA0180'OF THE HIGHWAY, ABOUT 0.6 MILE NORTHEAST OF THE JUNCTION OF A TRACK
 BA0180'ROAD LEADING EAST, ABOUT 0.2 MILE NORTHEAST OF A DEEP CUT, ABOUT 400
 BA0180'FEET SOUTHWEST OF A CURVE IN THE HIGHWAY, 3 1/2 FEET NORTHWEST OF A
 BA0180'WHITE WOODEN WITNESS POST, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 BA0180'HIGHWAY.
 BA0180
 BA0180                          STATION RECOVERY (2001)
 BA0180
 BA0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0180'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0265 ***********************************************************************
 BA0265  DESIGNATION -  D 749
 BA0265  PID         -  BA0265
 BA0265  STATE/COUNTY-  TX/PRESIDIO
 BA0265  USGS QUAD   -  LA MOTA MOUNTAIN (1983)
 BA0265
 BA0265                         *CURRENT SURVEY CONTROL
 BA0265  ___________________________________________________________________
 BA0265* NAD 83(1986)-  29 30 28.     (N)    103 52 48.     (W)     SCALED    
 BA0265* NAVD 88     -      1351.655  (meters)    4434.55   (feet)  ADJUSTED  
 BA0265  ___________________________________________________________________
 BA0265  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0265  DYNAMIC HT  -        1349.364 (meters)    4427.04  (feet)  COMP
 BA0265  MODELED GRAV-     978,900.0   (mgal)                       NAVD 88
 BA0265
 BA0265  VERT ORDER  -  FIRST     CLASS II
 BA0265
 BA0265.The horizontal coordinates were scaled from a topographic map and have
 BA0265.an estimated accuracy of +/- 6 seconds.
 BA0265
 BA0265.The orthometric height was determined by differential leveling
 BA0265.and adjusted by the National Geodetic Survey in June 1991..
 BA0265
 BA0265.The geoid height was determined by GEOID03.
 BA0265
 BA0265.The dynamic height is computed by dividing the NAVD 88
 BA0265.geopotential number by the normal gravity value computed on the
 BA0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0265.degrees latitude (g = 980.6199 gals.).
 BA0265
 BA0265.The modeled gravity was interpolated from observed gravity values.
 BA0265
 BA0265;                    North         East    Units  Estimated Accuracy
 BA0265;SPC TXSC     - 4,195,440.      127,040.      MT  (+/- 180 meters Scaled)
 BA0265
 BA0265                          SUPERSEDED SURVEY CONTROL
 BA0265
 BA0265  NGVD 29 (??/??/92) 1351.278  (m)         4433.32   (f) ADJ UNCH    1 2
 BA0265
 BA0265.Superseded values are not recommended for survey control.
 BA0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0265.See file dsdata.txt to determine how the superseded data were derived.
 BA0265
 BA0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN085647(NAD 83)
 BA0265_MARKER: DB = BENCH MARK DISK
 BA0265_SETTING: 66 = SET IN ROCK OUTCROP
 BA0265_SP_SET: ROCK OUTCROP
 BA0265_STAMPING: D 749 1943
 BA0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0265+STABILITY: POSITION/ELEVATION WELL
 BA0265
 BA0265  HISTORY     - Date     Condition        Report By
 BA0265  HISTORY     - 1943     MONUMENTED       CGS
 BA0265  HISTORY     - 1958     GOOD             NGS
 BA0265
 BA0265                          STATION DESCRIPTION
 BA0265
 BA0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0265'6.2 MI NE FROM FOWLKES BROS RANCH.
 BA0265'ABOUT 6.2 MILES NORTHEAST ALONG A WINDING BLADED ROAD FROM THE FOWLKES
 BA0265'BROS. RANCH HOUSE, IN THE TOP OF A SMALL VOLCANIC ROCK OUTCROP, 58
 BA0265'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE EAST OF THE
 BA0265'CROSSING OF A POWER LINE, 3 FEET SOUTHEAST OF THE CENTER LINE OF A
 BA0265'SMALL WASH, NEAR A CAIRN, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 BA0265'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0404 ***********************************************************************
 CA0404  DESIGNATION -  D 75
 CA0404  PID         -  CA0404
 CA0404  STATE/COUNTY-  TX/BROWN
 CA0404  USGS QUAD   -  BROOKESMITH (1978)
 CA0404
 CA0404                         *CURRENT SURVEY CONTROL
 CA0404  ___________________________________________________________________
 CA0404* NAD 83(1986)-  31 32 48.     (N)    099 07 13.     (W)     SCALED    
 CA0404* NAVD 88     -       412.656  (meters)    1353.86   (feet)  ADJUSTED  
 CA0404  ___________________________________________________________________
 CA0404  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 CA0404  DYNAMIC HT  -         412.111 (meters)    1352.07  (feet)  COMP
 CA0404  MODELED GRAV-     979,306.3   (mgal)                       NAVD 88
 CA0404
 CA0404  VERT ORDER  -  FIRST     CLASS II
 CA0404
 CA0404.The horizontal coordinates were scaled from a topographic map and have
 CA0404.an estimated accuracy of +/- 6 seconds.
 CA0404
 CA0404.The orthometric height was determined by differential leveling
 CA0404.and adjusted by the National Geodetic Survey in June 1991..
 CA0404
 CA0404.The geoid height was determined by GEOID03.
 CA0404
 CA0404.The dynamic height is computed by dividing the NAVD 88
 CA0404.geopotential number by the normal gravity value computed on the
 CA0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0404.degrees latitude (g = 980.6199 gals.).
 CA0404
 CA0404.The modeled gravity was interpolated from observed gravity values.
 CA0404
 CA0404;                    North         East    Units  Estimated Accuracy
 CA0404;SPC TX C     - 3,209,040.      815,180.      MT  (+/- 180 meters Scaled)
 CA0404
 CA0404                          SUPERSEDED SURVEY CONTROL
 CA0404
 CA0404  NGVD 29 (??/??/92)  412.526  (m)         1353.43   (f) ADJ UNCH    1 2
 CA0404
 CA0404.Superseded values are not recommended for survey control.
 CA0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0404.See file dsdata.txt to determine how the superseded data were derived.
 CA0404
 CA0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV885901(NAD 83)
 CA0404_MARKER: DB = BENCH MARK DISK
 CA0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0404_STAMPING: 1353.429 D 75 1931
 CA0404_MARK LOGO: CGS   
 CA0404_PROJECTION: PROJECTING 10 CENTIMETERS
 CA0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0404+STABILITY: SURFACE MOTION
 CA0404
 CA0404  HISTORY     - Date     Condition        Report By
 CA0404  HISTORY     - 1931     MONUMENTED       CGS
 CA0404  HISTORY     - 1935     GOOD             NGS
 CA0404  HISTORY     - 1982     GOOD             NGS
 CA0404
 CA0404                          STATION DESCRIPTION
 CA0404
 CA0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0404'IN BROOKESMITH.
 CA0404'AT BROOKESMITH, BROWN COUNTY, ON THE OLD FORT WORTH AND RIO GRANDE
 CA0404'RAILWAY (NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) 8
 CA0404'POLES SOUTH OF THE STATION, 14 POLES SOUTH OF MILEPOST 890, 200 FEET
 CA0404'WEST OF A BRICK SCHOOLHOUSE, AND 25 FEET EAST OF THE TRACK.  A
 CA0404'STANDARD DISK, STAMPED 1353.429 D 75 1931 AND SET IN THE TOP OF A
 CA0404'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 CA0404
 CA0404                          STATION RECOVERY (1935)
 CA0404
 CA0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0404'RECOVERED IN GOOD CONDITION.
 CA0404
 CA0404                          STATION RECOVERY (1982)
 CA0404
 CA0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0404'25.4 KM (15.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0404'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, THENCE 2.8 KM
 CA0404'(1.75 MI) NORTHWESTERLY ALONG FARM ROAD 586, THENCE 0.1 KM (0.05 MI)
 CA0404'WESTERLY ALONG A GRAVELED ROAD, 40.5 METERS (132.9 FT) WEST OF THE
 CA0404'NORTHWEST CORNER OF THE BROOKESMITH SCHOOL, 39.9 METERS (130.9 FT)
 CA0404'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD, 14.0 METERS (45.9 FT)
 CA0404'EAST-SOUTHEAST OF THE CENTER OF AN OLD RAILROAD BED AND 2.1 METERS
 CA0404'(6.9 FT) WEST-NORTHWEST OF A FENCE.
 CA0404'THE MARK IS 0.5 METERS  NNE FROM A WITNESS POST.
 CA0404'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0214 ***********************************************************************
 BA0214  DESIGNATION -  D 750
 BA0214  PID         -  BA0214
 BA0214  STATE/COUNTY-  TX/BREWSTER
 BA0214  USGS QUAD   -  AMARILLA MOUNTAIN (1971)
 BA0214
 BA0214                         *CURRENT SURVEY CONTROL
 BA0214  ___________________________________________________________________
 BA0214* NAD 83(1986)-  29 17 38.     (N)    103 41 56.     (W)     SCALED    
 BA0214* NAVD 88     -       801.176  (meters)    2628.52   (feet)  POSTED    
 BA0214  ___________________________________________________________________
 BA0214  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 BA0214  DYNAMIC HT  -         799.880 (meters)    2624.27  (feet)  COMP
 BA0214  MODELED GRAV-     979,003.4   (mgal)                       NAVD 88
 BA0214
 BA0214  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0214
 BA0214.The horizontal coordinates were scaled from a topographic map and have
 BA0214.an estimated accuracy of +/- 6 seconds.
 BA0214
 BA0214.The orthometric height was determined by differential leveling
 BA0214.and adjusted by the National Geodetic Survey in 1992..
 BA0214.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0214.rate of 4.1 thru 8.0 mm/km.
 BA0214
 BA0214.The geoid height was determined by GEOID03.
 BA0214
 BA0214.The dynamic height is computed by dividing the NAVD 88
 BA0214.geopotential number by the normal gravity value computed on the
 BA0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0214.degrees latitude (g = 980.6199 gals.).
 BA0214
 BA0214.The modeled gravity was interpolated from observed gravity values.
 BA0214
 BA0214;                    North         East    Units  Estimated Accuracy
 BA0214;SPC TXSC     - 4,171,040.      143,630.      MT  (+/- 180 meters Scaled)
 BA0214
 BA0214                          SUPERSEDED SURVEY CONTROL
 BA0214
 BA0214  NGVD 29 (??/??/92)  800.776  (m)         2627.21   (f) ADJ UNCH    1 2
 BA0214
 BA0214.Superseded values are not recommended for survey control.
 BA0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0214.See file dsdata.txt to determine how the superseded data were derived.
 BA0214
 BA0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN263412(NAD 83)
 BA0214_MARKER: DB = BENCH MARK DISK
 BA0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0214_STAMPING: D 750 1943
 BA0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0214+STABILITY: SURFACE MOTION
 BA0214
 BA0214  HISTORY     - Date     Condition        Report By
 BA0214  HISTORY     - 1943     MONUMENTED       CGS
 BA0214  HISTORY     - 1967     GOOD             NGS
 BA0214  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0214
 BA0214                          STATION DESCRIPTION
 BA0214
 BA0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0214'7.35 MI W FROM TERLINGUA.
 BA0214'ABOUT 0.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BA0214'TERLINGUA, THENCE 6.75 MILES SOUTHWEST ALONG FARM ROAD 170, THENCE 0.3
 BA0214'MILES WEST ALONG AN ABANDONED ROAD, 30 FEET SOUTH OF THE CENTERLINE OF
 BA0214'THE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 BA0214'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BA0214
 BA0214                          STATION RECOVERY (2001)
 BA0214
 BA0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0214'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4003 ***********************************************************************
 AW4003  DESIGNATION -  D 753
 AW4003  PID         -  AW4003
 AW4003  STATE/COUNTY-  TX/GALVESTON
 AW4003  USGS QUAD   -  DICKINSON (1997)
 AW4003
 AW4003                         *CURRENT SURVEY CONTROL
 AW4003  ___________________________________________________________________
 AW4003* NAD 83(1986)-  29 23 04.     (N)    095 05 32.     (W)     SCALED    
 AW4003* NAVD 88     -         8.49   (+/-2cm)      27.9    (feet)  VERTCON   
 AW4003  ___________________________________________________________________
 AW4003  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW4003
 AW4003  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4003
 AW4003.The horizontal coordinates were scaled from a topographic map and have
 AW4003.an estimated accuracy of +/- 6 seconds.
 AW4003
 AW4003.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4003.The vertical order pertains to the NGVD 29 superseded value.
 AW4003
 AW4003.The geoid height was determined by GEOID03.
 AW4003
 AW4003;                    North         East    Units  Estimated Accuracy
 AW4003;SPC TXSC     - 4,178,240.      979,230.      MT  (+/- 180 meters Scaled)
 AW4003
 AW4003                          SUPERSEDED SURVEY CONTROL
 AW4003
 AW4003  NGVD 29 (??/??/92)    8.487  (m)           27.84   (f) ADJ UNCH    2 0
 AW4003
 AW4003.Superseded values are not recommended for survey control.
 AW4003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4003.See file dsdata.txt to determine how the superseded data were derived.
 AW4003
 AW4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN969524(NAD 83)
 AW4003_MARKER: DB = BENCH MARK DISK
 AW4003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4003_STAMPING: D 753 1942
 AW4003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4003+STABILITY: SURFACE MOTION
 AW4003
 AW4003  HISTORY     - Date     Condition        Report By
 AW4003  HISTORY     - 1942     MONUMENTED       CGS
 AW4003  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW4003  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 AW4003
 AW4003                          STATION DESCRIPTION
 AW4003
 AW4003'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4003'1.4 MI NW FROM ALTA LOMA.
 AW4003'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT ALTA
 AW4003'LOMA.  PROCEED WESTERLY ON STATE HIGHWAY NO. 6, GO 0.5 MILE TO THE
 AW4003'INTERSECTION OF A PAVED ROAD LEADING TO DICKINSON, TURN NORTHERLY
 AW4003'(RIGHT) ONTO DICKINSON ROAD AND GO 0.9 MILE TO A T ROAD INTERSECTION
 AW4003'AND CURVE AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE WEST
 AW4003'OF A RIGHT-ANGLE TURN IN ROAD, 24.0 FEET WEST OF AND ABOUT 1.5 FEET
 AW4003'BELOW THE CENTERLINE OF THE MAIN PAVED ROAD, 24.0 FEET NORTH OF THE
 AW4003'CENTERLINE OF THE EAST-WEST ROAD, 4.0 FEET WEST OF A POWER LINE POLE
 AW4003'AT A T INTERSECTION OF THE POWER LINE AND 3.0 FEET EAST OF A 4 BY 4
 AW4003'INCH WOODEN MARKER POST.
 AW4003
 AW4003                          STATION RECOVERY (1994)
 AW4003
 AW4003'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4003'MARK NOT FOUND.
 AW4003
 AW4003                          STATION RECOVERY (2003)
 AW4003
 AW4003'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW4003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0489 ***********************************************************************
 AW0489  DESIGNATION -  D 753 RESET
 AW0489  PID         -  AW0489
 AW0489  STATE/COUNTY-  TX/GALVESTON
 AW0489  USGS QUAD   -  DICKINSON (1997)
 AW0489
 AW0489                         *CURRENT SURVEY CONTROL
 AW0489  ___________________________________________________________________
 AW0489* NAD 83(1986)-  29 22 51.     (N)    095 05 22.     (W)     SCALED    
 AW0489* NAVD 88     -         6.128  (meters)      20.10   (feet)  ADJUSTED  
 AW0489  ___________________________________________________________________
 AW0489  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW0489  DYNAMIC HT  -           6.119 (meters)      20.08  (feet)  COMP
 AW0489  MODELED GRAV-     979,265.7   (mgal)                       NAVD 88
 AW0489
 AW0489  VERT ORDER  -  FIRST     CLASS I
 AW0489
 AW0489.The horizontal coordinates were scaled from a topographic map and have
 AW0489.an estimated accuracy of +/- 6 seconds.
 AW0489
 AW0489.The orthometric height was determined by differential leveling
 AW0489.and adjusted by the National Geodetic Survey in June 1991..
 AW0489
 AW0489.The geoid height was determined by GEOID03.
 AW0489
 AW0489.The dynamic height is computed by dividing the NAVD 88
 AW0489.geopotential number by the normal gravity value computed on the
 AW0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0489.degrees latitude (g = 980.6199 gals.).
 AW0489
 AW0489.The modeled gravity was interpolated from observed gravity values.
 AW0489
 AW0489;                    North         East    Units  Estimated Accuracy
 AW0489;SPC TXSC     - 4,177,850.      979,510.      MT  (+/- 180 meters Scaled)
 AW0489
 AW0489                          SUPERSEDED SURVEY CONTROL
 AW0489
 AW0489  NGVD 29 (12/23/87)    6.124  (m)           20.09   (f) ADJUSTED    1 1
 AW0489
 AW0489.Superseded values are not recommended for survey control.
 AW0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0489.See file dsdata.txt to determine how the superseded data were derived.
 AW0489
 AW0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN972519(NAD 83)
 AW0489_MARKER: DB = BENCH MARK DISK
 AW0489_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0489_SP_SET: HEADWALL
 AW0489_STAMPING: D 753 RESET 1951
 AW0489_MARK LOGO: CGS   
 AW0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0489+STABILITY: SURFACE MOTION
 AW0489
 AW0489  HISTORY     - Date     Condition        Report By
 AW0489  HISTORY     - 1951     MONUMENTED       CGS
 AW0489  HISTORY     - 1973     GOOD             NGS
 AW0489  HISTORY     - 1978     GOOD             NGS
 AW0489  HISTORY     - 1987     GOOD             USPSQD
 AW0489  HISTORY     - 1987     GOOD             USPSQD
 AW0489  HISTORY     - 1987     GOOD             USPSQD
 AW0489  HISTORY     - 1987     GOOD             USPSQD
 AW0489  HISTORY     - 1987     GOOD             USPSQD
 AW0489  HISTORY     - 1987     GOOD             NGS
 AW0489  HISTORY     - 1988     GOOD             USPSQD
 AW0489  HISTORY     - 1988     GOOD             USPSQD
 AW0489  HISTORY     - 1988     GOOD             USPSQD
 AW0489  HISTORY     - 1988     GOOD             USPSQD
 AW0489  HISTORY     - 1988     GOOD             USPSQD
 AW0489  HISTORY     - 1988     GOOD             USPSQD
 AW0489  HISTORY     - 1988     GOOD             USPSQD
 AW0489  HISTORY     - 1988     GOOD             USPSQD
 AW0489  HISTORY     - 1989     GOOD             USPSQD
 AW0489  HISTORY     - 1989     GOOD             USPSQD
 AW0489  HISTORY     - 1990     GOOD             USPSQD
 AW0489  HISTORY     - 19940326 GOOD             USPSQD
 AW0489  HISTORY     - 20030530 GOOD             USPSQD
 AW0489  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 AW0489
 AW0489                          STATION DESCRIPTION
 AW0489
 AW0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0489'0.55 MI N FROM ALTA LOMA.
 AW0489'0.55 MILE NORTH ALONG FARM ROAD 646 FROM THE JUNCTION OF STATE HIGHWAY
 AW0489'6 AT ALTA LOMA, 0.1 MILE NORTH OF THE JUNCTION OF 9TH STREET EAST, AT
 AW0489'THE SOUTH END OF A LONG S CURVE, IN THE TOP AND 1.1 FOOT SOUTH OF THE
 AW0489'NORTH END OF THE EAST CONCRETE HEAD WALL OF TRIPLE BOX CULVERTS OVER A
 AW0489'LARGE DRAINAGE DITCH, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 AW0489'ABOUT 2 FEET LOWER THAN THE ROAD.
 AW0489
 AW0489                          STATION RECOVERY (1978)
 AW0489
 AW0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1987)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1987)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1987)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1987)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1987)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1987)
 AW0489
 AW0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0489'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW0489'THE TOWN ALTA LOMA IS NOW CALLED SANTA FE.
 AW0489
 AW0489                          STATION RECOVERY (1988)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1988)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1988)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1988)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1988)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1988)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1988)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1988)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1989)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1989)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1990)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (1994)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (2003)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0489'RECOVERED IN GOOD CONDITION.
 AW0489
 AW0489                          STATION RECOVERY (2004)
 AW0489
 AW0489'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW0489'MARK MAYBE AT THIS LOCATION ,HOWEVER IT MAY BE COVERED OVER WITH
 AW0489'ASPHALT AND STONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0229 ***********************************************************************
 AW0229  DESIGNATION -  D 754
 AW0229  PID         -  AW0229
 AW0229  STATE/COUNTY-  TX/HARRIS
 AW0229  USGS QUAD   -  HUMBLE (1995)
 AW0229
 AW0229                         *CURRENT SURVEY CONTROL
 AW0229  ___________________________________________________________________
 AW0229* NAD 83(1986)-  29 53 46.     (N)    095 22 15.     (W)     SCALED    
 AW0229* NAVD 88     -        22.30   (+/-2cm)      73.2    (feet)  VERTCON   
 AW0229  ___________________________________________________________________
 AW0229  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW0229
 AW0229  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0229
 AW0229.The horizontal coordinates were scaled from a topographic map and have
 AW0229.an estimated accuracy of +/- 6 seconds.
 AW0229
 AW0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0229.The vertical order pertains to the NGVD 29 superseded value.
 AW0229
 AW0229.The geoid height was determined by GEOID03.
 AW0229
 AW0229;                    North         East    Units  Estimated Accuracy
 AW0229;SPC TXSC     - 4,234,050.      950,440.      MT  (+/- 180 meters Scaled)
 AW0229
 AW0229                          SUPERSEDED SURVEY CONTROL
 AW0229
 AW0229  NGVD 29 (??/??/92)   22.292  (m)           73.14   (f) ADJ UNCH    1 1
 AW0229
 AW0229.Superseded values are not recommended for survey control.
 AW0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0229.See file dsdata.txt to determine how the superseded data were derived.
 AW0229
 AW0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP710096(NAD 83)
 AW0229_MARKER: DB = BENCH MARK DISK
 AW0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0229_SP_SET: CULVERT
 AW0229_STAMPING: D 754 1942
 AW0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0229
 AW0229  HISTORY     - Date     Condition        Report By
 AW0229  HISTORY     - 1942     MONUMENTED       CGS
 AW0229  HISTORY     - 1973     GOOD             NGS
 AW0229  HISTORY     - 1978     GOOD             NGS
 AW0229  HISTORY     - 1978     GOOD             NGS
 AW0229  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0229  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 AW0229
 AW0229                          STATION DESCRIPTION
 AW0229
 AW0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0229'9.75 MI N FROM HOUSTON.
 AW0229'ABOUT 2.8 MILES NORTHEAST AND NORTH ALONG THE SOUTHERN PACIFIC
 AW0229'RAILROAD FROM THE SOUTHERN PACIFIC RAILROAD STATION, THENCE 6.95 MILES
 AW0229'NORTH ALONG THE MISSOURI-PACIFIC RAILROAD, AT THE HILL RD. CROSSING,
 AW0229'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL
 AW0229'OF A 4-FOOT BOX CULVERT UNDER E. HARDY ST., 87 1/2 FEET NORTHWEST OF
 AW0229'THE CENTER LINE OF HILL RD., 62.4 FEET NORTHEAST OF THE NORTHEAST
 AW0229'RAIL, 14.9 FEET SOUTHWEST OF THE CENTER LINE OF E. HARDY ST., 1.1 FEET
 AW0229'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL, AND
 AW0229'ABOUT LEVEL WITH THE ROAD.
 AW0229
 AW0229                          STATION RECOVERY (1978)
 AW0229
 AW0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0229'RECOVERED IN GOOD CONDITION.
 AW0229
 AW0229                          STATION RECOVERY (1978)
 AW0229
 AW0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0229'RECOVERED IN GOOD CONDITION.
 AW0229
 AW0229                          STATION RECOVERY (1986)
 AW0229
 AW0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0229'THERE IS CONSTRUCTION AT THIS LOCATION.
 AW0229
 AW0229                          STATION RECOVERY (2004)
 AW0229
 AW0229'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4428 ***********************************************************************
 AW4428  DESIGNATION -  D 756
 AW4428  PID         -  AW4428
 AW4428  STATE/COUNTY-  TX/MATAGORDA
 AW4428  USGS QUAD   -  ASHWOOD (1980)
 AW4428
 AW4428                         *CURRENT SURVEY CONTROL
 AW4428  ___________________________________________________________________
 AW4428* NAD 83(1986)-  29 03 25.     (N)    095 47 21.     (W)     SCALED    
 AW4428* NAVD 88     -         9.86   (+/-2cm)      32.3    (feet)  VERTCON   
 AW4428  ___________________________________________________________________
 AW4428  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW4428
 AW4428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4428
 AW4428.The horizontal coordinates were scaled from a topographic map and have
 AW4428.an estimated accuracy of +/- 6 seconds.
 AW4428
 AW4428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4428.The vertical order pertains to the NGVD 29 superseded value.
 AW4428
 AW4428.The geoid height was determined by GEOID03.
 AW4428
 AW4428;                    North         East    Units  Estimated Accuracy
 AW4428;SPC TXSC     - 4,139,900.      912,610.      MT  (+/- 180 meters Scaled)
 AW4428
 AW4428                          SUPERSEDED SURVEY CONTROL
 AW4428
 AW4428  NGVD 29 (??/??/92)    9.88   (m)           32.4    (f) COMPUTED    2 0
 AW4428
 AW4428.Superseded values are not recommended for survey control.
 AW4428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4428.See file dsdata.txt to determine how the superseded data were derived.
 AW4428
 AW4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN284175(NAD 83)
 AW4428_MARKER: DB = BENCH MARK DISK
 AW4428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4428_STAMPING: D 756 1943
 AW4428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4428+STABILITY: SURFACE MOTION
 AW4428
 AW4428  HISTORY     - Date     Condition        Report By
 AW4428  HISTORY     - 1943     MONUMENTED       CGS
 AW4428  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AW4428
 AW4428                          STATION DESCRIPTION
 AW4428
 AW4428'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4428'2.3 MI N FROM HASIMA.
 AW4428'TO REACH FROM THE RAILROAD STATION SITE OF HASIMA ON THE MISSOURI
 AW4428'PACIFIC RAILROAD.  PROCEED NORTHERLY 2.3 MILES ALONG SHELL AND DIRT
 AW4428'ROAD TO A RIGHT-ANGLE TURN IN ROAD AND SITE OF BENCH MARK.  BENCH MARK
 AW4428'IS ABOUT 1.1 MILES SOUTH OF THE INTERSECTION OF THE ROAD AND STATE
 AW4428'HIGHWAY NO. 35.  IT IS AT THE NORTHEAST END OF A LARGE S CURVE IN
 AW4428'ROAD, 42.5 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AW4428'ROAD, 24.0 FEET NORTH OF A T FENCE CORNER WITH WIRE GATE, 3.0 FEET
 AW4428'NORTH OF A 4 BY 4 INCH WOODEN MARKER POST, 1.5 FEET WEST OF THE
 AW4428'RIGHT-OF-WAY FENCE AND ABOUT MIDWAY BETWEEN TWO LARGE TREES. MONUMENT
 AW4428'PROJECTS ABOUT 0.4 FOOT, SET IN A CONCRETE POST.
 AW4428
 AW4428                          STATION RECOVERY (1998)
 AW4428
 AW4428'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4369 ***********************************************************************
 AW4369  DESIGNATION -  D 757
 AW4369  PID         -  AW4369
 AW4369  STATE/COUNTY-  TX/BRAZORIA
 AW4369  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4369
 AW4369                         *CURRENT SURVEY CONTROL
 AW4369  ___________________________________________________________________
 AW4369* NAD 83(1986)-  29 09 34.     (N)    095 30 29.     (W)     SCALED    
 AW4369* NAVD 88     -         9.19   (+/-2cm)      30.2    (feet)  VERTCON   
 AW4369  ___________________________________________________________________
 AW4369  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW4369
 AW4369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4369
 AW4369.The horizontal coordinates were scaled from a topographic map and have
 AW4369.an estimated accuracy of +/- 6 seconds.
 AW4369
 AW4369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4369.The vertical order pertains to the NGVD 29 superseded value.
 AW4369
 AW4369.The geoid height was determined by GEOID03.
 AW4369
 AW4369;                    North         East    Units  Estimated Accuracy
 AW4369;SPC TXSC     - 4,152,040.      939,630.      MT  (+/- 180 meters Scaled)
 AW4369
 AW4369                          SUPERSEDED SURVEY CONTROL
 AW4369
 AW4369  NGVD 29 (??/??/92)    9.20   (m)           30.2    (f) COMPUTED    2 0
 AW4369
 AW4369.Superseded values are not recommended for survey control.
 AW4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4369.See file dsdata.txt to determine how the superseded data were derived.
 AW4369
 AW4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN560282(NAD 83)
 AW4369_MARKER: DB = BENCH MARK DISK
 AW4369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4369_STAMPING: D 757 1943
 AW4369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4369+STABILITY: SURFACE MOTION
 AW4369
 AW4369  HISTORY     - Date     Condition        Report By
 AW4369  HISTORY     - 1943     MONUMENTED       CGS
 AW4369  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AW4369
 AW4369                          STATION DESCRIPTION
 AW4369
 AW4369'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4369'4.3 MI SW FROM ANCHOR.
 AW4369'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ANCHOR. PROCEED
 AW4369'SOUTHWESTERLY 2.5 MILES ALONG RAILROAD TO A T INTERSECTION OF A DIRT
 AW4369'ROAD, THENCE SOUTHERLY ALONG DIRT ROAD 1.8 MILES TO A SMALL FIELD ON
 AW4369'EAST SIDE OF ROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7
 AW4369'MILE NORTH OF THE INTERSECTION OF THE DIRT ROAD AND STATE HIGHWAY NO.
 AW4369'35, ABOUT 0.1 MILE NORTH OF A FARM HOUSE, 23.0 FEET EAST OF AND ABOUT
 AW4369'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET SOUTH OF A
 AW4369'4 BY 4 INCH WOODEN MARKER POST, 1.0 FOOT EAST OF THE RIGHT-OF-WAY
 AW4369'FENCE AND AT THE WEST EDGE OF THE FIELD.  MONUMENT PROJECTS ABOUT 0.4
 AW4369'FOOT, AND SET IN A CONCRETE POST.  NOTE-- (ALSO ABOUT 7.0 MILES
 AW4369'NORTHEAST OF EAST COLUMBIA).
 AW4369
 AW4369                          STATION RECOVERY (1998)
 AW4369
 AW4369'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4300 ***********************************************************************
 AW4300  DESIGNATION -  D 758 RESET 1959
 AW4300  PID         -  AW4300
 AW4300  STATE/COUNTY-  TX/WHARTON
 AW4300  USGS QUAD   -  PLEDGER (1980)
 AW4300
 AW4300                         *CURRENT SURVEY CONTROL
 AW4300  ___________________________________________________________________
 AW4300* NAD 83(1986)-  29 11 40.     (N)    095 54 45.     (W)     SCALED    
 AW4300* NAVD 88     -        19.22   (+/-2cm)      63.1    (feet)  VERTCON   
 AW4300  ___________________________________________________________________
 AW4300  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW4300
 AW4300  VERT ORDER  -  THIRD (See Below)
 AW4300
 AW4300.The horizontal coordinates were scaled from a topographic map and have
 AW4300.an estimated accuracy of +/- 6 seconds.
 AW4300
 AW4300.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4300.The vertical order pertains to the NGVD 29 superseded value.
 AW4300
 AW4300.The geoid height was determined by GEOID03.
 AW4300
 AW4300;                    North         East    Units  Estimated Accuracy
 AW4300;SPC TXSC     - 4,154,810.      900,200.      MT  (+/- 180 meters Scaled)
 AW4300
 AW4300                          SUPERSEDED SURVEY CONTROL
 AW4300
 AW4300  NGVD 29 (01/29/03)   19.23   (m)           63.1    (f) RESET       3  
 AW4300
 AW4300.Superseded values are not recommended for survey control.
 AW4300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4300.See file dsdata.txt to determine how the superseded data were derived.
 AW4300
 AW4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN167330(NAD 83)
 AW4300_MARKER: DB = BENCH MARK DISK
 AW4300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4300_STAMPING: D 758 RESET 1959
 AW4300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4300+STABILITY: SURFACE MOTION
 AW4300
 AW4300  HISTORY     - Date     Condition        Report By
 AW4300  HISTORY     - 1959     MONUMENTED       CGS
 AW4300
 AW4300                          STATION DESCRIPTION
 AW4300
 AW4300'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW4300'1.0 MI N FROM PLEDGER.
 AW4300'ABOUT 1.0 MILE NORTH ALONG THE S.P.R.R. AND F.M. ROAD 1301 FROM THE
 AW4300'GRAMMER SCHOOL IN PLEDGER, ACROSS THE HIGHWAY NORTHEAST FROM THE
 AW4300'MATAGORDO-WHARTON COUNTY LINE POST, ABOUT 210 YARDS SOUTHEAST OF A
 AW4300'CONCRETE CULVERT, 34 FEET WEST OF THE CENTERLINE OF THE TRACKS, 15
 AW4300'FEET EAST OF A BRACED POLE AND 5 FEET SOUTH OF THE BASE OF THE
 AW4300'GUY-WIRE TO THE POLE.  IT IS NEAR THE RIGHT-OF-WAY LINE BETWEEN THE
 AW4300'HIGHWAY AND THE RAILROAD.  A STANDARD DISK STAMPED D 758 RESET 1959 IN
 AW4300'A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4136 ***********************************************************************
 AW4136  DESIGNATION -  D 759
 AW4136  PID         -  AW4136
 AW4136  STATE/COUNTY-  TX/BRAZORIA
 AW4136  USGS QUAD   -  SWEENY (1972)
 AW4136
 AW4136                         *CURRENT SURVEY CONTROL
 AW4136  ___________________________________________________________________
 AW4136* NAD 83(1986)-  29 07 28.     (N)    095 38 46.     (W)     SCALED    
 AW4136* NAVD 88     -         9.09   (+/-2cm)      29.8    (feet)  VERTCON   
 AW4136  ___________________________________________________________________
 AW4136  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW4136
 AW4136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4136
 AW4136.The horizontal coordinates were scaled from a topographic map and have
 AW4136.an estimated accuracy of +/- 6 seconds.
 AW4136
 AW4136.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4136.The vertical order pertains to the NGVD 29 superseded value.
 AW4136
 AW4136.The geoid height was determined by GEOID03.
 AW4136
 AW4136;                    North         East    Units  Estimated Accuracy
 AW4136;SPC TXSC     - 4,147,770.      926,320.      MT  (+/- 180 meters Scaled)
 AW4136
 AW4136                          SUPERSEDED SURVEY CONTROL
 AW4136
 AW4136  NGVD 29 (??/??/92)    9.11   (m)           29.9    (f) COMPUTED    2 0
 AW4136
 AW4136.Superseded values are not recommended for survey control.
 AW4136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4136.See file dsdata.txt to determine how the superseded data were derived.
 AW4136
 AW4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN425246(NAD 83)
 AW4136_MARKER: DB = BENCH MARK DISK
 AW4136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4136_SP_SET: CULVERT
 AW4136_STAMPING: D 759 1943
 AW4136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4136
 AW4136  HISTORY     - Date     Condition        Report By
 AW4136  HISTORY     - 1943     MONUMENTED       CGS
 AW4136  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4136  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4136
 AW4136                          STATION DESCRIPTION
 AW4136
 AW4136'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4136'1.0 MI S FROM WEST COLUMBIA.
 AW4136'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 35 AND STATE
 AW4136'HIGHWAY NO. 36 AT WEST COLUMBIA.  PROCEED SOUTHERLY 1.0 MILE ALONG
 AW4136'STATE HIGHWAY NO. 36 TO A CONCRETE BOX CULVERT AND SITE OF BENCH MARK.
 AW4136'BENCH MARK IS AT THE SOUTHERLY OUT-SKIRTS OF WEST COLUMBIA, ABOUT 0.8
 AW4136'MILE SOUTH OF A STATE ROADSIDE PARK, 16.0 FEET EAST OF AND ABOUT THE
 AW4136'SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY AND IS SET
 AW4136'HORIZONTALLY IN THE TOP NORTH END OF THE EAST HEADWALL OF THE CONCRETE
 AW4136'BOX CULVERT.
 AW4136
 AW4136                          STATION RECOVERY (1973)
 AW4136
 AW4136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4136'MARK NOT FOUND.
 AW4136
 AW4136                          STATION RECOVERY (1994)
 AW4136
 AW4136'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0598 ***********************************************************************
 CA0598  DESIGNATION -  D 76
 CA0598  PID         -  CA0598
 CA0598  STATE/COUNTY-  TX/MCCULLOCH
 CA0598  USGS QUAD   -  MELVIN (1960)
 CA0598
 CA0598                         *CURRENT SURVEY CONTROL
 CA0598  ___________________________________________________________________
 CA0598* NAD 83(1986)-  31 09 08.     (N)    099 32 52.     (W)     SCALED    
 CA0598* NAVD 88     -       549.220  (meters)    1801.90   (feet)  POSTED    
 CA0598  ___________________________________________________________________
 CA0598  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CA0598  DYNAMIC HT  -         548.480 (meters)    1799.47  (feet)  COMP
 CA0598  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 CA0598
 CA0598  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0598
 CA0598.The horizontal coordinates were scaled from a topographic map and have
 CA0598.an estimated accuracy of +/- 6 seconds.
 CA0598
 CA0598.The orthometric height was determined by differential leveling
 CA0598.and adjusted by the National Geodetic Survey in 1992..
 CA0598.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0598.rate of 0.0 thru 1.0 mm/km.
 CA0598
 CA0598.The geoid height was determined by GEOID03.
 CA0598
 CA0598.The dynamic height is computed by dividing the NAVD 88
 CA0598.geopotential number by the normal gravity value computed on the
 CA0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0598.degrees latitude (g = 980.6199 gals.).
 CA0598
 CA0598.The modeled gravity was interpolated from observed gravity values.
 CA0598
 CA0598;                    North         East    Units  Estimated Accuracy
 CA0598;SPC TX C     - 3,164,950.      774,900.      MT  (+/- 180 meters Scaled)
 CA0598
 CA0598                          SUPERSEDED SURVEY CONTROL
 CA0598
 CA0598  NGVD 29 (??/??/92)  549.152  (m)         1801.68   (f) ADJ UNCH    1 2
 CA0598
 CA0598.Superseded values are not recommended for survey control.
 CA0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0598.See file dsdata.txt to determine how the superseded data were derived.
 CA0598
 CA0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV477466(NAD 83)
 CA0598_MARKER: DB = BENCH MARK DISK
 CA0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0598_STAMPING: 1801.676 D 76 1931
 CA0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0598+STABILITY: SURFACE MOTION
 CA0598
 CA0598  HISTORY     - Date     Condition        Report By
 CA0598  HISTORY     - 1931     MONUMENTED       CGS
 CA0598  HISTORY     - 1960     MARK NOT FOUND   NGS
 CA0598
 CA0598                          STATION DESCRIPTION
 CA0598
 CA0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CA0598'3.0 MI W FROM WHITELAND.
 CA0598'3.0 MILES WEST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY (NOW
 CA0598'PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM WHITELAND
 CA0598'MCCULLOCH COUNTY, ONE-HALF POLE SOUTH OF MILEPOST 938, 70 FEET SOUTH
 CA0598'OF A ROAD LEADING EAST, 43 FEET EAST OF THE TRACK, 12 FEET WEST OF A
 CA0598'ROAD PARALLELING THE TRACK, 5 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND
 CA0598'1 INCH UNDER GROUND.  A STANDARD DISK, STAMPED 1801.676 D 76 1931 AND
 CA0598'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4076 ***********************************************************************
 AW4076  DESIGNATION -  D 761
 AW4076  PID         -  AW4076
 AW4076  STATE/COUNTY-  TX/BRAZORIA
 AW4076  USGS QUAD   -  LIVERPOOL (1963)
 AW4076
 AW4076                         *CURRENT SURVEY CONTROL
 AW4076  ___________________________________________________________________
 AW4076* NAD 83(1986)-  29 21 28.     (N)    095 21 13.     (W)     SCALED    
 AW4076* NAVD 88     -        10.88   (+/-2cm)      35.7    (feet)  VERTCON   
 AW4076  ___________________________________________________________________
 AW4076  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW4076
 AW4076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4076
 AW4076.The horizontal coordinates were scaled from a topographic map and have
 AW4076.an estimated accuracy of +/- 6 seconds.
 AW4076
 AW4076.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4076.The vertical order pertains to the NGVD 29 superseded value.
 AW4076
 AW4076.The geoid height was determined by GEOID03.
 AW4076
 AW4076;                    North         East    Units  Estimated Accuracy
 AW4076;SPC TXSC     - 4,174,470.      953,960.      MT  (+/- 180 meters Scaled)
 AW4076
 AW4076                          SUPERSEDED SURVEY CONTROL
 AW4076
 AW4076  NGVD 29 (??/??/92)   10.883  (m)           35.71   (f) ADJ UNCH    2 0
 AW4076
 AW4076.Superseded values are not recommended for survey control.
 AW4076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4076.See file dsdata.txt to determine how the superseded data were derived.
 AW4076
 AW4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN715499(NAD 83)
 AW4076_MARKER: DB = BENCH MARK DISK
 AW4076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4076_STAMPING: D 761 1942
 AW4076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4076+STABILITY: SURFACE MOTION
 AW4076
 AW4076  HISTORY     - Date     Condition        Report By
 AW4076  HISTORY     - 1942     MONUMENTED       CGS
 AW4076
 AW4076                          STATION DESCRIPTION
 AW4076
 AW4076'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4076'6.3 MI E FROM ROSHARON.
 AW4076'TO REACH FROM THE SCHOOL HOUSE AT ROSHARON-- PROCEED 0.35 MILE
 AW4076'NORTHERLY ALONG STATE HIGHWAY NO. 288 TO A DIRT SIDE ROAD INTERSECTION
 AW4076'LEADING EAST, THENCE 5.95 MILES EASTERLY TO SITE OF BENCH MARK. BENCH
 AW4076'MARK IS ABOUT 0.3 MILE EAST OF THE SOUTH END OF A 0.3 MILE JOG IN
 AW4076'ROAD, ABOUT 0.2 MILE WEST OF A CURVE, AND ABOUT 56.0 FEET SOUTHEAST OF
 AW4076'THE SOUTHEAST CORNER OF A WOODEN CULVERT OVER A DITCH. IT IS 32.5 FEET
 AW4076'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 17.0
 AW4076'FEET EAST OF THE CENTERLINE OF A WIRE GATE AND A TRAIL LEADING SOUTH,
 AW4076'5.6 FEET EAST OF A FENCE CORNER, 2.0 FEET SOUTH OF THE RIGHT-OF-WAY
 AW4076'FENCE, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT
 AW4076'PROJECTS 0.3 FOOT, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0070 ***********************************************************************
 AN0070  DESIGNATION -  D 762
 AN0070  PID         -  AN0070
 AN0070  STATE/COUNTY-  TX/JACKSON
 AN0070  USGS QUAD   -  FRANCITAS NW (1995)
 AN0070
 AN0070                         *CURRENT SURVEY CONTROL
 AN0070  ___________________________________________________________________
 AN0070* NAD 83(1986)-  28 53 05.     (N)    096 28 03.     (W)     SCALED    
 AN0070* NAVD 88     -        14.17   (+/-2cm)      46.5    (feet)  VERTCON   
 AN0070  ___________________________________________________________________
 AN0070  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN0070
 AN0070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0070
 AN0070.The horizontal coordinates were scaled from a topographic map and have
 AN0070.an estimated accuracy of +/- 6 seconds.
 AN0070
 AN0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0070.The vertical order pertains to the NGVD 29 superseded value.
 AN0070
 AN0070.The geoid height was determined by GEOID03.
 AN0070
 AN0070;                    North         East    Units  Estimated Accuracy
 AN0070;SPC TXSC     - 4,119,200.      846,990.      MT  (+/- 180 meters Scaled)
 AN0070
 AN0070                          SUPERSEDED SURVEY CONTROL
 AN0070
 AN0070  NGVD 29 (??/??/92)   14.212  (m)           46.63   (f) ADJ UNCH    2 0
 AN0070
 AN0070.Superseded values are not recommended for survey control.
 AN0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0070.See file dsdata.txt to determine how the superseded data were derived.
 AN0070
 AN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS469978(NAD 83)
 AN0070_MARKER: DB = BENCH MARK DISK
 AN0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0070_STAMPING: D 762 1943
 AN0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0070+STABILITY: SURFACE MOTION
 AN0070
 AN0070  HISTORY     - Date     Condition        Report By
 AN0070  HISTORY     - 1943     MONUMENTED       CGS
 AN0070  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0070  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0070  HISTORY     - 19910629 MARK NOT FOUND   USPSQD
 AN0070
 AN0070                          STATION DESCRIPTION
 AN0070
 AN0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0070'2.9 MI N FROM LA WARD.
 AN0070'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 172 FROM THE ST. LOUIS,
 AN0070'BROWNSVILLE AND MEXICO RAILWAY STATION AT LA WARD, JACKSON COUNTY,
 AN0070'ABOUT 0.2 MILE SOUTH OF A YELLOW FRAME HOUSE, ACROSS THE HIGHWAY FROM
 AN0070'POLE L 17, 53.4 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET
 AN0070'EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 AN0070'POST, AND ABOUT 0.5 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 AN0070'STAMPED D 762 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0070'ABOUT 0.4 FOOT ABOVE GROUND.  NOTE-- THE HIGHWAY HAS BEEN WIDENED AND
 AN0070'IT IS BELIEVED THE MARK HAS BEEN DESTROYED.
 AN0070
 AN0070                          STATION RECOVERY (1978)
 AN0070
 AN0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0070'NOT RECOVERED ON THIS DATE.
 AN0070
 AN0070                          STATION RECOVERY (1991)
 AN0070
 AN0070'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0924 ***********************************************************************
 AJ0924  DESIGNATION -  D 763
 AJ0924  PID         -  AJ0924
 AJ0924  STATE/COUNTY-  TX/WEBB
 AJ0924  USGS QUAD   -  MIRANDO CITY (1980)
 AJ0924
 AJ0924                         *CURRENT SURVEY CONTROL
 AJ0924  ___________________________________________________________________
 AJ0924* NAD 83(1986)-  27 23 47.     (N)    099 06 49.     (W)     SCALED    
 AJ0924* NAVD 88     -       167.632  (meters)     549.97   (feet)  POSTED    
 AJ0924  ___________________________________________________________________
 AJ0924  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AJ0924  DYNAMIC HT  -         167.360 (meters)     549.08  (feet)  COMP
 AJ0924  MODELED GRAV-     979,046.6   (mgal)                       NAVD 88
 AJ0924
 AJ0924  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0924
 AJ0924.The horizontal coordinates were scaled from a topographic map and have
 AJ0924.an estimated accuracy of +/- 6 seconds.
 AJ0924
 AJ0924.The orthometric height was determined by differential leveling
 AJ0924.and adjusted by the National Geodetic Survey in 1992..
 AJ0924.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0924.rate of 1.1 thru 2.0 mm/km.
 AJ0924
 AJ0924.The geoid height was determined by GEOID03.
 AJ0924
 AJ0924.The dynamic height is computed by dividing the NAVD 88
 AJ0924.geopotential number by the normal gravity value computed on the
 AJ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0924.degrees latitude (g = 980.6199 gals.).
 AJ0924
 AJ0924.The modeled gravity was interpolated from observed gravity values.
 AJ0924
 AJ0924;                    North         East    Units  Estimated Accuracy
 AJ0924;SPC TX S     - 5,191,790.      239,320.      MT  (+/- 180 meters Scaled)
 AJ0924
 AJ0924                          SUPERSEDED SURVEY CONTROL
 AJ0924
 AJ0924  NGVD 29 (??/??/92)  167.654  (m)          550.04   (f) ADJ UNCH    2 0
 AJ0924
 AJ0924.Superseded values are not recommended for survey control.
 AJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0924.See file dsdata.txt to determine how the superseded data were derived.
 AJ0924
 AJ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR887303(NAD 83)
 AJ0924_MARKER: DB = BENCH MARK DISK
 AJ0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0924_STAMPING: D 763 1943
 AJ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0924+STABILITY: SURFACE MOTION
 AJ0924
 AJ0924  HISTORY     - Date     Condition        Report By
 AJ0924  HISTORY     - 1943     MONUMENTED       CGS
 AJ0924
 AJ0924                          STATION DESCRIPTION
 AJ0924
 AJ0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0924'3.95 MI S FROM AGUILARES.
 AJ0924'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0924'AGUILARES-- PROCEED 3.95 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0924'OF BENCH MARK.  BENCH MARK IS 54.7 FEET EAST OF AND ACROSS THE ROAD
 AJ0924'FROM THE NORTHEAST CORNER OF A STEEL RAIL CATTLE GUARD ACROSS A SIDE
 AJ0924'ROAD LEADING WEST, AND 26.7 FEET EAST OF AND ABOUT 0.5 FOOT ABOVE THE
 AJ0924'CENTERLINE OF THE MAIN ROAD.  IT IS 19.0 FEET SOUTH OF THE CENTERLINE
 AJ0924'OF A RED WOODEN GATE AND A PRIVATE ROAD LEADING EAST, 1.0 FOOT WEST OF
 AJ0924'THE RIGHT-OF-WAY FENCE, AND 2.7 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AJ0924'POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0206 ***********************************************************************
 AW0206  DESIGNATION -  D 765
 AW0206  PID         -  AW0206
 AW0206  STATE/COUNTY-  TX/HARRIS
 AW0206  USGS QUAD   -  PARK PLACE (1995)
 AW0206
 AW0206                         *CURRENT SURVEY CONTROL
 AW0206  ___________________________________________________________________
 AW0206* NAD 83(1986)-  29 44 16.     (N)    095 20 26.     (W)     SCALED    
 AW0206* NAVD 88     -        13.06   (+/-2cm)      42.8    (feet)  VERTCON   
 AW0206  ___________________________________________________________________
 AW0206  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW0206  OBS GRAVITY -     979,287.3   (mgal)                       GRAV_OBS
 AW0206
 AW0206  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0206
 AW0206.The horizontal coordinates were scaled from a topographic map and have
 AW0206.an estimated accuracy of +/- 6 seconds.
 AW0206
 AW0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0206.The vertical order pertains to the NGVD 29 superseded value.
 AW0206
 AW0206.The geoid height was determined by GEOID03.
 AW0206.The observed gravity was obtained from relative gravimeter ties
 AW0206.to the IGSN71 gravity network.
 AW0206
 AW0206;                    North         East    Units  Estimated Accuracy
 AW0206;SPC TXSC     - 4,216,600.      953,910.      MT  (+/- 180 meters Scaled)
 AW0206
 AW0206                          SUPERSEDED SURVEY CONTROL
 AW0206
 AW0206  NGVD 29 (??/??/92)   13.057  (m)           42.84   (f) ADJ UNCH    1 1
 AW0206
 AW0206.Superseded values are not recommended for survey control.
 AW0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0206.See file dsdata.txt to determine how the superseded data were derived.
 AW0206
 AW0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN736920(NAD 83)
 AW0206_MARKER: DB = BENCH MARK DISK
 AW0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0206_SP_SET: CONCRETE BLOCK
 AW0206_STAMPING: D 765 1943
 AW0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0206
 AW0206  HISTORY     - Date     Condition        Report By
 AW0206  HISTORY     - 1943     MONUMENTED       CGS
 AW0206  HISTORY     - 1973     GOOD             NGS
 AW0206  HISTORY     - 1975     GOOD             LOCSUR
 AW0206  HISTORY     - 1978     GOOD             NGS
 AW0206  HISTORY     - 1978     GOOD             NGS
 AW0206  HISTORY     - 1984     GOOD             USPSQD
 AW0206  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0206  HISTORY     - 1987     GOOD             USPSQD
 AW0206  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0206  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0206  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW0206
 AW0206                          STATION DESCRIPTION
 AW0206
 AW0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0206'IN HOUSTON.
 AW0206'AT HOUSTON, AT THE JUNCTION OF THE ATCHISON, TOPEKA AND SANTA FE
 AW0206'RAILROAD AND LEELAND STREET, SET IN THE TOP AND AT THE WEST CORNER OF
 AW0206'A 2- BY 2-FOOT CONCRETE BLOCK BASE FOR A FORMER STREET CROSSING SIGNAL
 AW0206'LIGHT, 26.2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 25.5 FEET
 AW0206'NORTHWEST OF THE CENTER LINE OF THE STREET, 21.1 FEET EAST OF A CHAIN
 AW0206'LINK FENCE, 2.5 FEET NORTHWEST OF THE NORTHWEST CURB OF THE STREET,
 AW0206'AND ABOUT LEVEL WITH THE TRACK AND THE STREET.
 AW0206
 AW0206                          STATION RECOVERY (1975)
 AW0206
 AW0206'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 AW0206'RECOVERED IN GOOD CONDITION.
 AW0206
 AW0206                          STATION RECOVERY (1978)
 AW0206
 AW0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0206'RECOVERED IN GOOD CONDITION.
 AW0206
 AW0206                          STATION RECOVERY (1978)
 AW0206
 AW0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0206'RECOVERED IN GOOD CONDITION.
 AW0206
 AW0206                          STATION RECOVERY (1984)
 AW0206
 AW0206'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0206'LOCATION 015 DEGRESS NORTHEAST (CB) 18 FT. 8 INCH FROM CENTER OF
 AW0206'WARNING SIGNAL BASE. ALSO 26 FT. EAST OF EAST RAIL AND WITH RAIL.
 AW0206'LOCATED ON NORTH SIDE OF CONCRETE BLOCK SIX INCHES ABOVE GROUND.
 AW0206
 AW0206                          STATION RECOVERY (1986)
 AW0206
 AW0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0206'THE SIGNAL BASE HAS BEEN REMOVED.
 AW0206
 AW0206                          STATION RECOVERY (1987)
 AW0206
 AW0206'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0206'RECOVERED IN GOOD CONDITION.
 AW0206
 AW0206                          STATION RECOVERY (1987)
 AW0206
 AW0206'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0206'MARK NOT FOUND.
 AW0206
 AW0206                          STATION RECOVERY (1988)
 AW0206
 AW0206'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW0206'MARK NOT FOUND.
 AW0206
 AW0206                          STATION RECOVERY (1995)
 AW0206
 AW0206'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0045 ***********************************************************************
 AX0045  DESIGNATION -  D 767
 AX0045  PID         -  AX0045
 AX0045  STATE/COUNTY-  TX/AUSTIN
 AX0045  USGS QUAD   -  BERNARDO (1981)
 AX0045
 AX0045                         *CURRENT SURVEY CONTROL
 AX0045  ___________________________________________________________________
 AX0045* NAD 83(1986)-  29 52 14.     (N)    096 24 12.     (W)     SCALED    
 AX0045* NAVD 88     -       106.592  (meters)     349.71   (feet)  ADJUSTED  
 AX0045  ___________________________________________________________________
 AX0045  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX0045  DYNAMIC HT  -         106.445 (meters)     349.23  (feet)  COMP
 AX0045  MODELED GRAV-     979,269.3   (mgal)                       NAVD 88
 AX0045
 AX0045  VERT ORDER  -  FIRST     CLASS I
 AX0045
 AX0045.The horizontal coordinates were scaled from a topographic map and have
 AX0045.an estimated accuracy of +/- 6 seconds.
 AX0045
 AX0045.The orthometric height was determined by differential leveling
 AX0045.and adjusted by the National Geodetic Survey in June 1991..
 AX0045
 AX0045.The geoid height was determined by GEOID03.
 AX0045
 AX0045.The dynamic height is computed by dividing the NAVD 88
 AX0045.geopotential number by the normal gravity value computed on the
 AX0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0045.degrees latitude (g = 980.6199 gals.).
 AX0045
 AX0045.The modeled gravity was interpolated from observed gravity values.
 AX0045
 AX0045;                    North         East    Units  Estimated Accuracy
 AX0045;SPC TXSC     - 4,228,570.      850,820.      MT  (+/- 180 meters Scaled)
 AX0045
 AX0045                          SUPERSEDED SURVEY CONTROL
 AX0045
 AX0045  NGVD 29 (12/23/87)  106.561  (m)          349.61   (f) ADJUSTED    1 1
 AX0045
 AX0045.Superseded values are not recommended for survey control.
 AX0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0045.See file dsdata.txt to determine how the superseded data were derived.
 AX0045
 AX0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU508072(NAD 83)
 AX0045_MARKER: DB = BENCH MARK DISK
 AX0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0045_SP_SET: CONCRETE POST
 AX0045_STAMPING: D 767 1943
 AX0045_MARK LOGO: CGS   
 AX0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0045+STABILITY: SURFACE MOTION
 AX0045
 AX0045  HISTORY     - Date     Condition        Report By
 AX0045  HISTORY     - 1943     MONUMENTED       CGS
 AX0045  HISTORY     - 1973     GOOD             NGS
 AX0045  HISTORY     - 1976     GOOD             NGS
 AX0045  HISTORY     - 1976     GOOD             NGS
 AX0045  HISTORY     - 1978     GOOD             NGS
 AX0045  HISTORY     - 1987     GOOD             NGS
 AX0045
 AX0045                          STATION DESCRIPTION
 AX0045
 AX0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0045'5.1 MI W FROM CAT SPRING.
 AX0045'5.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0045'CROSSING OF FARM ROAD 949 AT CAT SPRING, ALSO 5.5 MILES EAST OF NEW
 AX0045'ULM, AT MILE POLE 1019, 44.0 FEET NORTH OF THE NORTH RAIL, 11 1/2 FEET
 AX0045'NORTH OF THE MILE POLE, 1.1 FEET SOUTH OF A FENCE, 0.8 FOOT WEST OF A
 AX0045'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, SET IN THE TOP OF A
 AX0045'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 AX0045
 AX0045                          STATION RECOVERY (1976)
 AX0045
 AX0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0045'RECOVERED IN GOOD CONDITION.
 AX0045
 AX0045                          STATION RECOVERY (1976)
 AX0045
 AX0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0045'RECOVERED IN GOOD CONDITION.
 AX0045
 AX0045                          STATION RECOVERY (1978)
 AX0045
 AX0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0045'RECOVERED IN GOOD CONDITION.
 AX0045
 AX0045                          STATION RECOVERY (1987)
 AX0045
 AX0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0004 ***********************************************************************
 AX0004  DESIGNATION -  D 768
 AX0004  PID         -  AX0004
 AX0004  STATE/COUNTY-  TX/WALLER
 AX0004  USGS QUAD   -  SAN FELIPE (1980)
 AX0004
 AX0004                         *CURRENT SURVEY CONTROL
 AX0004  ___________________________________________________________________
 AX0004* NAD 83(1986)-  29 46 20.     (N)    096 01 51.     (W)     SCALED    
 AX0004* NAVD 88     -        40.01   (+/-2cm)     131.3    (feet)  VERTCON   
 AX0004  ___________________________________________________________________
 AX0004  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0004
 AX0004  VERT ORDER  -  THIRD (See Below)
 AX0004
 AX0004.The horizontal coordinates were scaled from a topographic map and have
 AX0004.an estimated accuracy of +/- 6 seconds.
 AX0004
 AX0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0004.The vertical order pertains to the NGVD 29 superseded value.
 AX0004
 AX0004.The geoid height was determined by GEOID03.
 AX0004
 AX0004;                    North         East    Units  Estimated Accuracy
 AX0004;SPC TXSC     - 4,218,530.      887,070.      MT  (+/- 180 meters Scaled)
 AX0004
 AX0004                          SUPERSEDED SURVEY CONTROL
 AX0004
 AX0004  NGVD 29 (??/??/??)   39.99   (m)          131.2    (f) RESET       3  
 AX0004
 AX0004.Superseded values are not recommended for survey control.
 AX0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0004.See file dsdata.txt to determine how the superseded data were derived.
 AX0004
 AX0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT870972(NAD 83)
 AX0004_MARKER: DB = BENCH MARK DISK
 AX0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0004_SP_SET: ABUTMENT
 AX0004_STAMPING: D 768 1943
 AX0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0004
 AX0004  HISTORY     - Date     Condition        Report By
 AX0004  HISTORY     - 1943     MONUMENTED       CGS
 AX0004  HISTORY     - 1959     GOOD             NGS
 AX0004  HISTORY     - 1973     MARK NOT FOUND   NGS
 AX0004  HISTORY     - 19921107 MARK NOT FOUND   USPSQD
 AX0004  HISTORY     - 19990718 MARK NOT FOUND   USPSQD
 AX0004  HISTORY     - 20041012 MARK NOT FOUND   USPSQD
 AX0004
 AX0004                          STATION DESCRIPTION
 AX0004
 AX0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX0004'4.85 MI W FROM BROOKSHIRE.
 AX0004'ABOUT 4.85 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX0004'THE STATION AT BROOKSHIRE, ABOUT 0.2 MILE EAST OF THE EAST END OF THE
 AX0004'U. S. HIGHWAY 90 BRIDGE OVER THE BRAZOS RIVER, IN THE TOP OF THE SOUTH
 AX0004'END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE ON THE HIGHWAY, 14 1/2
 AX0004'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT ABOVE
 AX0004'THE LEVEL OF THE HIGHWAY.  NOTE-- NEW CULVERTS HAVE BEEN CONSTRUCTED
 AX0004'AT THE DESCRIBED LOCATION.
 AX0004
 AX0004                          STATION RECOVERY (1973)
 AX0004
 AX0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AX0004'MARK NOT FOUND.
 AX0004
 AX0004                          STATION RECOVERY (1992)
 AX0004
 AX0004'RECOVERY NOTE BY US POWER SQUADRON 1992
 AX0004'MARK NOT FOUND.
 AX0004
 AX0004                          STATION RECOVERY (1999)
 AX0004
 AX0004'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0004'MARK NOT FOUND.
 AX0004
 AX0004                          STATION RECOVERY (2004)
 AX0004
 AX0004'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0208 ***********************************************************************
 AX0208  DESIGNATION -  D 769
 AX0208  PID         -  AX0208
 AX0208  STATE/COUNTY-  TX/AUSTIN
 AX0208  USGS QUAD   -  SEALY (1981)
 AX0208
 AX0208                         *CURRENT SURVEY CONTROL
 AX0208  ___________________________________________________________________
 AX0208* NAD 83(1986)-  29 48 53.     (N)    096 09 49.     (W)     SCALED    
 AX0208* NAVD 88     -        53.31   (+/-2cm)     174.9    (feet)  VERTCON   
 AX0208  ___________________________________________________________________
 AX0208  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0208
 AX0208  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX0208
 AX0208.The horizontal coordinates were scaled from a topographic map and have
 AX0208.an estimated accuracy of +/- 6 seconds.
 AX0208
 AX0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0208.The vertical order pertains to the NGVD 29 superseded value.
 AX0208
 AX0208.The geoid height was determined by GEOID03.
 AX0208
 AX0208;                    North         East    Units  Estimated Accuracy
 AX0208;SPC TXSC     - 4,222,920.      874,130.      MT  (+/- 180 meters Scaled)
 AX0208
 AX0208                          SUPERSEDED SURVEY CONTROL
 AX0208
 AX0208  NGVD 29 (??/??/92)   53.289  (m)          174.83   (f) ADJ UNCH    1 2
 AX0208
 AX0208.Superseded values are not recommended for survey control.
 AX0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0208.See file dsdata.txt to determine how the superseded data were derived.
 AX0208
 AX0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU741016(NAD 83)
 AX0208_MARKER: DB = BENCH MARK DISK
 AX0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0208_SP_SET: CULVERT
 AX0208_STAMPING: D 769 1943
 AX0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0208
 AX0208  HISTORY     - Date     Condition        Report By
 AX0208  HISTORY     - 1943     MONUMENTED       CGS
 AX0208  HISTORY     - 1954     GOOD             NGS
 AX0208  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 AX0208
 AX0208                          STATION DESCRIPTION
 AX0208
 AX0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0208'2.2 MI NW FROM SEALY.
 AX0208'2.2 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AX0208'THE STATION AT SEALY, WALLER COUNTY, 0.2 MILE SOUTH OF MILEPOST 97, AT
 AX0208'A LARGE CONCRETE CULVERT UNDER STATE HIGHWAY 36, IN THE TOP OF THE
 AX0208'NORTH END OF THE EAST HEADWALL, 17.4 FEET EAST OF THE CENTERLINE OF
 AX0208'THE HIGHWAY, AND 1-1/2 FEET HIGHER THAN THE HIGHWAY.
 AX0208
 AX0208                          STATION RECOVERY (2004)
 AX0208
 AX0208'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0375 ***********************************************************************
 BN0375  DESIGNATION -  D 77
 BN0375  PID         -  BN0375
 BN0375  STATE/COUNTY-  TX/MENARD
 BN0375  USGS QUAD   -  SPOON DRAW (1970)
 BN0375
 BN0375                         *CURRENT SURVEY CONTROL
 BN0375  ___________________________________________________________________
 BN0375* NAD 83(1986)-  30 52 08.     (N)    099 49 26.     (W)     SCALED    
 BN0375* NAVD 88     -       602.086  (meters)    1975.34   (feet)  POSTED    
 BN0375  ___________________________________________________________________
 BN0375  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BN0375  DYNAMIC HT  -         601.240 (meters)    1972.57  (feet)  COMP
 BN0375  MODELED GRAV-     979,218.7   (mgal)                       NAVD 88
 BN0375
 BN0375  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0375
 BN0375.The horizontal coordinates were scaled from a topographic map and have
 BN0375.an estimated accuracy of +/- 6 seconds.
 BN0375
 BN0375.The orthometric height was determined by differential leveling
 BN0375.and adjusted by the National Geodetic Survey in 1992..
 BN0375.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0375.rate of 0.0 thru 1.0 mm/km.
 BN0375
 BN0375.The geoid height was determined by GEOID03.
 BN0375
 BN0375.The dynamic height is computed by dividing the NAVD 88
 BN0375.geopotential number by the normal gravity value computed on the
 BN0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0375.degrees latitude (g = 980.6199 gals.).
 BN0375
 BN0375.The modeled gravity was interpolated from observed gravity values.
 BN0375
 BN0375;                    North         East    Units  Estimated Accuracy
 BN0375;SPC TX C     - 3,133,380.      748,720.      MT  (+/- 180 meters Scaled)
 BN0375
 BN0375                          SUPERSEDED SURVEY CONTROL
 BN0375
 BN0375  NGVD 29 (??/??/92)  602.017  (m)         1975.12   (f) ADJ UNCH    1 2
 BN0375
 BN0375.Superseded values are not recommended for survey control.
 BN0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0375.See file dsdata.txt to determine how the superseded data were derived.
 BN0375
 BN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV212153(NAD 83)
 BN0375_MARKER: DB = BENCH MARK DISK
 BN0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0375_STAMPING: 1975.117 D 77 1931
 BN0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0375+STABILITY: SURFACE MOTION
 BN0375
 BN0375  HISTORY     - Date     Condition        Report By
 BN0375  HISTORY     - 1931     MONUMENTED       CGS
 BN0375  HISTORY     - 1935     MARK NOT FOUND   NGS
 BN0375  HISTORY     - 19981226 MARK NOT FOUND   USPSQD
 BN0375
 BN0375                          STATION DESCRIPTION
 BN0375
 BN0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0375'4.9 MI S FROM MENARD.
 BN0375'4.9 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MENARD, MENARD COUNTY, 300
 BN0375'FEET NORTH OF THE CROSSING OF A SMALL BRANCH, 55 FEET WEST OF THE
 BN0375'HIGHWAY, AND 5 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED
 BN0375'1975.117 D 77 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BN0375'INCHES ABOVE GROUND.
 BN0375
 BN0375                          STATION RECOVERY (1935)
 BN0375
 BN0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0375'MARK NOT FOUND.
 BN0375
 BN0375                          STATION RECOVERY (1998)
 BN0375
 BN0375'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0740 ***********************************************************************
 AE0740  DESIGNATION -  D 770
 AE0740  PID         -  AE0740
 AE0740  STATE/COUNTY-  TX/STARR
 AE0740  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0740
 AE0740                         *CURRENT SURVEY CONTROL
 AE0740  ___________________________________________________________________
 AE0740* NAD 83(1986)-  26 27 24.     (N)    098 55 59.     (W)     SCALED    
 AE0740* NAVD 88     -       107.651  (meters)     353.19   (feet)  ADJUSTED  
 AE0740  ___________________________________________________________________
 AE0740  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AE0740  DYNAMIC HT  -         107.474 (meters)     352.60  (feet)  COMP
 AE0740  MODELED GRAV-     978,998.4   (mgal)                       NAVD 88
 AE0740
 AE0740  VERT ORDER  -  SECOND    CLASS 0
 AE0740
 AE0740.The horizontal coordinates were scaled from a topographic map and have
 AE0740.an estimated accuracy of +/- 6 seconds.
 AE0740
 AE0740.The orthometric height was determined by differential leveling
 AE0740.and adjusted by the National Geodetic Survey in June 1991..
 AE0740
 AE0740.The geoid height was determined by GEOID03.
 AE0740
 AE0740.The dynamic height is computed by dividing the NAVD 88
 AE0740.geopotential number by the normal gravity value computed on the
 AE0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0740.degrees latitude (g = 980.6199 gals.).
 AE0740
 AE0740.The modeled gravity was interpolated from observed gravity values.
 AE0740
 AE0740;                    North         East    Units  Estimated Accuracy
 AE0740;SPC TX S     - 5,087,600.      256,820.      MT  (+/- 180 meters Scaled)
 AE0740
 AE0740                          SUPERSEDED SURVEY CONTROL
 AE0740
 AE0740  NGVD 29 (??/??/92)  107.709  (m)          353.38   (f) ADJ UNCH    2 0
 AE0740
 AE0740.Superseded values are not recommended for survey control.
 AE0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0740.See file dsdata.txt to determine how the superseded data were derived.
 AE0740
 AE0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ066262(NAD 83)
 AE0740_MARKER: DB = BENCH MARK DISK
 AE0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0740_SP_SET: CULVERT
 AE0740_STAMPING: D 770 1942
 AE0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0740
 AE0740  HISTORY     - Date     Condition        Report By
 AE0740  HISTORY     - 1942     MONUMENTED       CGS
 AE0740  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0740
 AE0740                          STATION DESCRIPTION
 AE0740
 AE0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0740'3.8 MI N FROM GARCENO.
 AE0740'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO.83 AND THE HEBBONVILLE
 AE0740'ROAD AT GARCENO, PROCEED 3.8 MILES NORTHERLY ALONG THE HEBBRONVILLE
 AE0740'ROAD TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0740'HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A 1.5
 AE0740'FOOT PIPE CULVERT UNDER THE ROAD.  IT IS 15.0 FEET EAST OF AND ABOUT
 AE0740'1.5 FOOT ABOVE THE CENTERLINE OF THE ROAD.
 AE0740
 AE0740                          STATION RECOVERY (1965)
 AE0740
 AE0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0804 ***********************************************************************
 AE0804  DESIGNATION -  D 771
 AE0804  PID         -  AE0804
 AE0804  STATE/COUNTY-  TX/JIM HOGG
 AE0804  USGS QUAD   -  CUEVITAS SW (1972)
 AE0804
 AE0804                         *CURRENT SURVEY CONTROL
 AE0804  ___________________________________________________________________
 AE0804* NAD 83(1986)-  26 50 17.     (N)    098 54 25.     (W)     SCALED    
 AE0804* NAVD 88     -       154.281  (meters)     506.17   (feet)  ADJUSTED  
 AE0804  ___________________________________________________________________
 AE0804  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AE0804  DYNAMIC HT  -         154.029 (meters)     505.34  (feet)  COMP
 AE0804  MODELED GRAV-     979,012.2   (mgal)                       NAVD 88
 AE0804
 AE0804  VERT ORDER  -  SECOND    CLASS 0
 AE0804
 AE0804.The horizontal coordinates were scaled from a topographic map and have
 AE0804.an estimated accuracy of +/- 6 seconds.
 AE0804
 AE0804.The orthometric height was determined by differential leveling
 AE0804.and adjusted by the National Geodetic Survey in June 1991..
 AE0804
 AE0804.The geoid height was determined by GEOID03.
 AE0804
 AE0804.The dynamic height is computed by dividing the NAVD 88
 AE0804.geopotential number by the normal gravity value computed on the
 AE0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0804.degrees latitude (g = 980.6199 gals.).
 AE0804
 AE0804.The modeled gravity was interpolated from observed gravity values.
 AE0804
 AE0804;                    North         East    Units  Estimated Accuracy
 AE0804;SPC TX S     - 5,129,850.      259,560.      MT  (+/- 180 meters Scaled)
 AE0804
 AE0804                          SUPERSEDED SURVEY CONTROL
 AE0804
 AE0804  NGVD 29 (??/??/92)  154.324  (m)          506.31   (f) ADJ UNCH    2 0
 AE0804
 AE0804.Superseded values are not recommended for survey control.
 AE0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0804.See file dsdata.txt to determine how the superseded data were derived.
 AE0804
 AE0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ092685(NAD 83)
 AE0804_MARKER: DB = BENCH MARK DISK
 AE0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0804_STAMPING: D 771 1942
 AE0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0804+STABILITY: SURFACE MOTION
 AE0804
 AE0804  HISTORY     - Date     Condition        Report By
 AE0804  HISTORY     - 1942     MONUMENTED       CGS
 AE0804
 AE0804                          STATION DESCRIPTION
 AE0804
 AE0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0804'4.6 MI SW FROM GUERRA.
 AE0804'TO REACH FROM THE INTERSECTION OF A DIRT ROAD (2.6 MILES SOUTH OF
 AE0804'GUERRA) PROCEED 2.0 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO A PASTURE
 AE0804'FENCE AND A CATTLE GUARD AND SITE OF BENCH MARK.  BENCH MARK IS 0.1
 AE0804'MILE NORTH OF A SMALL MEXICAN HOUSE ON THE WEST SIDE OF ROAD. IT IS
 AE0804'24.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0804'DIRT ROAD.  MONUMENT IS 3.0 FEET WEST OF A 4X4 INCH WHITE WOODEN
 AE0804'MARKER POST, 1.0 FOOT NORTH OF THE PASTURE FENCE, AND PROJECTS 0.4
 AE0804'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0848 ***********************************************************************
 AE0848  DESIGNATION -  D 772
 AE0848  PID         -  AE0848
 AE0848  STATE/COUNTY-  TX/STARR
 AE0848  USGS QUAD   -  LAS ISLAS RANCH (1993)
 AE0848
 AE0848                         *CURRENT SURVEY CONTROL
 AE0848  ___________________________________________________________________
 AE0848* NAD 83(1986)-  26 42 18.     (N)    098 41 39.     (W)     SCALED    
 AE0848* NAVD 88     -       161.155  (meters)     528.72   (feet)  ADJUSTED  
 AE0848  ___________________________________________________________________
 AE0848  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AE0848  DYNAMIC HT  -         160.890 (meters)     527.85  (feet)  COMP
 AE0848  MODELED GRAV-     978,998.9   (mgal)                       NAVD 88
 AE0848
 AE0848  VERT ORDER  -  SECOND    CLASS 0
 AE0848
 AE0848.The horizontal coordinates were scaled from a topographic map and have
 AE0848.an estimated accuracy of +/- 6 seconds.
 AE0848
 AE0848.The orthometric height was determined by differential leveling
 AE0848.and adjusted by the National Geodetic Survey in June 1991..
 AE0848
 AE0848.The geoid height was determined by GEOID03.
 AE0848
 AE0848.The dynamic height is computed by dividing the NAVD 88
 AE0848.geopotential number by the normal gravity value computed on the
 AE0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0848.degrees latitude (g = 980.6199 gals.).
 AE0848
 AE0848.The modeled gravity was interpolated from observed gravity values.
 AE0848
 AE0848;                    North         East    Units  Estimated Accuracy
 AE0848;SPC TX S     - 5,115,050.      280,680.      MT  (+/- 180 meters Scaled)
 AE0848
 AE0848                          SUPERSEDED SURVEY CONTROL
 AE0848
 AE0848  NGVD 29 (??/??/92)  161.198  (m)          528.86   (f) ADJ UNCH    2 0
 AE0848
 AE0848.Superseded values are not recommended for survey control.
 AE0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0848.See file dsdata.txt to determine how the superseded data were derived.
 AE0848
 AE0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ304537(NAD 83)
 AE0848_MARKER: DB = BENCH MARK DISK
 AE0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0848_STAMPING: D 772 1942
 AE0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0848+STABILITY: SURFACE MOTION
 AE0848
 AE0848  HISTORY     - Date     Condition        Report By
 AE0848  HISTORY     - 1942     MONUMENTED       CGS
 AE0848  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0848
 AE0848                          STATION DESCRIPTION
 AE0848
 AE0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0848'10.7 MI W FROM LA GLORIA.
 AE0848'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 10.7 MILES
 AE0848'WESTERLY ALONG A COUNTY GRADED ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE0848'IS 0.1 MILE EAST OF A CATTLE GUARD ACROSS THE ROAD.  IT IS 0.05 MILE
 AE0848'WEST OF A CURVE IN THE ROAD ON THE WEST SLPOE OF A ROCKY HILL, 24.5
 AE0848'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0848'ROAD.  MONUMENT IS 2.2 FOOT EAST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0848'POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AE0848
 AE0848                          STATION RECOVERY (1972)
 AE0848
 AE0848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1131 ***********************************************************************
 AE1131  DESIGNATION -  D 773
 AE1131  PID         -  AE1131
 AE1131  STATE/COUNTY-  TX/ZAPATA
 AE1131  USGS QUAD   -  LOPENO (1965)
 AE1131
 AE1131                         *CURRENT SURVEY CONTROL
 AE1131  ___________________________________________________________________
 AE1131* NAD 83(1986)-  26 39 08.     (N)    099 05 42.     (W)     SCALED    
 AE1131* NAVD 88     -       114.896  (meters)     376.95   (feet)  ADJUSTED  
 AE1131  ___________________________________________________________________
 AE1131  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AE1131  DYNAMIC HT  -         114.709 (meters)     376.34  (feet)  COMP
 AE1131  MODELED GRAV-     979,017.8   (mgal)                       NAVD 88
 AE1131
 AE1131  VERT ORDER  -  SECOND    CLASS 0
 AE1131
 AE1131.The horizontal coordinates were scaled from a topographic map and have
 AE1131.an estimated accuracy of +/- 6 seconds.
 AE1131
 AE1131.The orthometric height was determined by differential leveling
 AE1131.and adjusted by the National Geodetic Survey in June 1991..
 AE1131
 AE1131.The geoid height was determined by GEOID03.
 AE1131
 AE1131.The dynamic height is computed by dividing the NAVD 88
 AE1131.geopotential number by the normal gravity value computed on the
 AE1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1131.degrees latitude (g = 980.6199 gals.).
 AE1131
 AE1131.The modeled gravity was interpolated from observed gravity values.
 AE1131
 AE1131;                    North         East    Units  Estimated Accuracy
 AE1131;SPC TX S     - 5,109,330.      240,770.      MT  (+/- 180 meters Scaled)
 AE1131
 AE1131                          SUPERSEDED SURVEY CONTROL
 AE1131
 AE1131  NGVD 29 (??/??/92)  114.938  (m)          377.09   (f) ADJ UNCH    2 0
 AE1131
 AE1131.Superseded values are not recommended for survey control.
 AE1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1131.See file dsdata.txt to determine how the superseded data were derived.
 AE1131
 AE1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ905479(NAD 83)
 AE1131_MARKER: DB = BENCH MARK DISK
 AE1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1131_STAMPING: D 773 1942
 AE1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1131+STABILITY: SURFACE MOTION
 AE1131
 AE1131  HISTORY     - Date     Condition        Report By
 AE1131  HISTORY     - 1942     MONUMENTED       CGS
 AE1131  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1131
 AE1131                          STATION DESCRIPTION
 AE1131
 AE1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE1131'6.0 MI NE FROM FALCON.
 AE1131'TO REACH FROM THE CROSSING OF A GRAVEL ROAD AND U.S. HIGHWAY NO. 83
 AE1131'(2.0 MILES NORTHEAST OF FALCON) PROCEED 4.0 MILES NORTHEAST ALONG A
 AE1131'GRAVEL ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING NORTHWEST AND
 AE1131'SITE OF BENCH MARK.  BENCH MARK IS 0.3 MILE SOUTHWEST OF A SMALL
 AE1131'MEXICAN HOUSE, 0.15 MILE NORTHEAST OF A STEEL BRIDGE.  IT IS 0.1 MILE
 AE1131'SOUTHWEST OF AND ACROSS ROAD FROM THE WEST CORNER OF A FIELD, 14.0
 AE1131'FEET NORTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF GRAVEL
 AE1131'ROAD.  MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN
 AE1131'MARKER POST, AND PROJECTS 0.4 FOOT.
 AE1131
 AE1131                          STATION RECOVERY (1965)
 AE1131
 AE1131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1079 ***********************************************************************
 AE1079  DESIGNATION -  D 775
 AE1079  PID         -  AE1079
 AE1079  STATE/COUNTY-  TX/ZAPATA
 AE1079  USGS QUAD   -  BECKWITH ARM (1980)
 AE1079
 AE1079                         *CURRENT SURVEY CONTROL
 AE1079  ___________________________________________________________________
 AE1079* NAD 83(1986)-  26 44 29.     (N)    099 11 11.     (W)     SCALED    
 AE1079* NAVD 88     -       102.296  (meters)     335.62   (feet)  ADJUSTED  
 AE1079  ___________________________________________________________________
 AE1079  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AE1079  DYNAMIC HT  -         102.130 (meters)     335.07  (feet)  COMP
 AE1079  MODELED GRAV-     979,027.7   (mgal)                       NAVD 88
 AE1079
 AE1079  VERT ORDER  -  FIRST     CLASS II
 AE1079
 AE1079.The horizontal coordinates were scaled from a topographic map and have
 AE1079.an estimated accuracy of +/- 6 seconds.
 AE1079
 AE1079.The orthometric height was determined by differential leveling
 AE1079.and adjusted by the National Geodetic Survey in June 1991..
 AE1079.WARNING-Repeat measurements at this control monument indicate possible
 AE1079.vertical movement.
 AE1079
 AE1079.The geoid height was determined by GEOID03.
 AE1079
 AE1079.The dynamic height is computed by dividing the NAVD 88
 AE1079.geopotential number by the normal gravity value computed on the
 AE1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1079.degrees latitude (g = 980.6199 gals.).
 AE1079
 AE1079.The modeled gravity was interpolated from observed gravity values.
 AE1079
 AE1079;                    North         East    Units  Estimated Accuracy
 AE1079;SPC TX S     - 5,119,260.      231,720.      MT  (+/- 180 meters Scaled)
 AE1079
 AE1079                          SUPERSEDED SURVEY CONTROL
 AE1079
 AE1079  NGVD 29 (??/??/92)  102.338  (m)          335.75   (f) ADJ UNCH    1 2
 AE1079
 AE1079.Superseded values are not recommended for survey control.
 AE1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1079.See file dsdata.txt to determine how the superseded data were derived.
 AE1079
 AE1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ814578(NAD 83)
 AE1079_MARKER: DB = BENCH MARK DISK
 AE1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1079_STAMPING: D 775 1943
 AE1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1079+STABILITY: SURFACE MOTION
 AE1079
 AE1079  HISTORY     - Date     Condition        Report By
 AE1079  HISTORY     - 1943     MONUMENTED       CGS
 AE1079  HISTORY     - 1956     GOOD             NGS
 AE1079
 AE1079                          STATION DESCRIPTION
 AE1079
 AE1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1079'17.4 MI SE FROM ZAPATA.
 AE1079'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1079'ZAPATA, THENCE 13.0 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, THENCE
 AE1079'1.0 MILE NORTHEAST ALONG A GRAVELED ROAD, 0.1 MILE SOUTHWEST OF A
 AE1079'SMALL DRAW, 20 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 1.5 FEET
 AE1079'SOUTHEAST OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 AE1079'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0079 ***********************************************************************
 AB0079  DESIGNATION -  D 776
 AB0079  PID         -  AB0079
 AB0079  STATE/COUNTY-  TX/CAMERON
 AB0079  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0079
 AB0079                         *CURRENT SURVEY CONTROL
 AB0079  ___________________________________________________________________
 AB0079* NAD 83(1986)-  25 58 57.     (N)    097 11 20.     (W)     SCALED    
 AB0079* NAVD 88     -         2.369  (meters)       7.77   (feet)  ADJUSTED  
 AB0079  ___________________________________________________________________
 AB0079  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 AB0079  DYNAMIC HT  -           2.366 (meters)       7.76  (feet)  COMP
 AB0079  MODELED GRAV-     979,062.7   (mgal)                       NAVD 88
 AB0079
 AB0079  VERT ORDER  -  SECOND    CLASS 0
 AB0079
 AB0079.The horizontal coordinates were scaled from a topographic map and have
 AB0079.an estimated accuracy of +/- 6 seconds.
 AB0079
 AB0079.The orthometric height was determined by differential leveling
 AB0079.and adjusted by the National Geodetic Survey in June 1991..
 AB0079
 AB0079.The geoid height was determined by GEOID03.
 AB0079
 AB0079.The dynamic height is computed by dividing the NAVD 88
 AB0079.geopotential number by the normal gravity value computed on the
 AB0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0079.degrees latitude (g = 980.6199 gals.).
 AB0079
 AB0079.The modeled gravity was interpolated from observed gravity values.
 AB0079
 AB0079;                    North         East    Units  Estimated Accuracy
 AB0079;SPC TX S     - 5,035,680.      431,290.      MT  (+/- 180 meters Scaled)
 AB0079
 AB0079                          SUPERSEDED SURVEY CONTROL
 AB0079
 AB0079  NGVD 29 (??/??/92)    2.468  (m)            8.10   (f) ADJ UNCH    2 0
 AB0079
 AB0079.Superseded values are not recommended for survey control.
 AB0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0079.See file dsdata.txt to determine how the superseded data were derived.
 AB0079
 AB0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP812750(NAD 83)
 AB0079_MARKER: DB = BENCH MARK DISK
 AB0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0079_STAMPING: D 776 1942
 AB0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0079+STABILITY: SURFACE MOTION
 AB0079
 AB0079  HISTORY     - Date     Condition        Report By
 AB0079  HISTORY     - 1942     MONUMENTED       CGS
 AB0079  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0079  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0079
 AB0079                          STATION DESCRIPTION
 AB0079
 AB0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0079'21.6 MI NE FROM BROWNSVILLE.
 AB0079'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0079'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0079'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLEGUARD, CONTINUE
 AB0079'ON STATE HIGHWAY NUMBER 4, GO 10.4 MILES TO THE ARMY RIFLE RANGE, PASS
 AB0079'THE RANGE AND CONTINUE 3.1 MILES TO SITE OF BENCH MARK.  BENCH MARK IS
 AB0079'ABOUT 0.3 MILE EAST OF THE EAST END OF A WASHOUT IN THE HIGHWAY WHICH
 AB0079'HAS BEEN REPAIRED WITH OILED GRAVEL.  33 FEET SOUTH OF AND ABOUT THE
 AB0079'SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  AND 3.0 FEET EAST OF
 AB0079'A 4 BY 4 INCH WOODEN MARKER POST.
 AB0079
 AB0079                          STATION RECOVERY (1955)
 AB0079
 AB0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AB0079'MARK NOT FOUND.
 AB0079
 AB0079                          STATION RECOVERY (1991)
 AB0079
 AB0079'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0110 ***********************************************************************
 AB0110  DESIGNATION -  D 777
 AB0110  PID         -  AB0110
 AB0110  STATE/COUNTY-  TX/CAMERON
 AB0110  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0110
 AB0110                         *CURRENT SURVEY CONTROL
 AB0110  ___________________________________________________________________
 AB0110* NAD 83(1986)-  25 53 02.     (N)    097 27 04.     (W)     SCALED    
 AB0110* NAVD 88     -         9.084  (meters)      29.80   (feet)  ADJUSTED  
 AB0110  ___________________________________________________________________
 AB0110  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AB0110  DYNAMIC HT  -           9.069 (meters)      29.75  (feet)  COMP
 AB0110  MODELED GRAV-     979,029.2   (mgal)                       NAVD 88
 AB0110
 AB0110  VERT ORDER  -  SECOND    CLASS 0
 AB0110
 AB0110.The horizontal coordinates were scaled from a topographic map and have
 AB0110.an estimated accuracy of +/- 6 seconds.
 AB0110
 AB0110.The orthometric height was determined by differential leveling
 AB0110.and adjusted by the National Geodetic Survey in June 1991..
 AB0110
 AB0110.The geoid height was determined by GEOID03.
 AB0110
 AB0110.The dynamic height is computed by dividing the NAVD 88
 AB0110.geopotential number by the normal gravity value computed on the
 AB0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0110.degrees latitude (g = 980.6199 gals.).
 AB0110
 AB0110.The modeled gravity was interpolated from observed gravity values.
 AB0110
 AB0110;                    North         East    Units  Estimated Accuracy
 AB0110;SPC TX S     - 5,024,510.      405,120.      MT  (+/- 180 meters Scaled)
 AB0110
 AB0110                          SUPERSEDED SURVEY CONTROL
 AB0110
 AB0110  NGVD 29 (??/??/92)    9.174  (m)           30.10   (f) ADJ UNCH    2 0
 AB0110
 AB0110.Superseded values are not recommended for survey control.
 AB0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0110.See file dsdata.txt to determine how the superseded data were derived.
 AB0110
 AB0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP551637(NAD 83)
 AB0110_MARKER: DD = SURVEY DISK
 AB0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0110_STAMPING: D 777 1942
 AB0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0110+STABILITY: SURFACE MOTION
 AB0110
 AB0110  HISTORY     - Date     Condition        Report By
 AB0110  HISTORY     - 1942     MONUMENTED       IBC
 AB0110  HISTORY     - 1950     GOOD             NGS
 AB0110
 AB0110                          STATION DESCRIPTION
 AB0110
 AB0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0110'3.7 MI SE FROM BROWNSVILLE.
 AB0110'TO REACH FROM THE INTERSECTION OF E 14TH STREET AND EAST TYLER STREET
 AB0110'IN BROWNSVILLE, PROCEED SE. ON EAST TYLER STREET 1.6 MILES TO A ROAD
 AB0110'CROSSING THE LEVEE, CONTINUE SE. ON ROAD ON TOP OF THE LEVEE 1.5 MILES
 AB0110'TO SITE OF BENCH MARK.  BENCH MARK IS APPROXIMATELY 0.1 MILE NW. OF A
 AB0110'ROAD CROSSING THE LEVEE.  66 FEET NE. OF AND APPROXIMATELY 9.0 FEET
 AB0110'BELOW THE CENTERLINE OF THE ROAD ON TOP OF THE LEVEE.  50 FEET SW. OF
 AB0110'THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD SPUR LINE TO SOUTH
 AB0110'POINT, AND 3.0 FEET E. OF A 4X4 INCH WITNESS POST.  AN I.B.C. DISK SET
 AB0110'IN CONCRETE POST PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0591 ***********************************************************************
 AJ0591  DESIGNATION -  D 778
 AJ0591  PID         -  AJ0591
 AJ0591  STATE/COUNTY-  TX/JIM HOGG
 AJ0591  USGS QUAD   -  ARMSTRONG RANCH (1972)
 AJ0591
 AJ0591                         *CURRENT SURVEY CONTROL
 AJ0591  ___________________________________________________________________
 AJ0591* NAD 83(1986)-  27 07 59.     (N)    098 46 57.     (W)     SCALED    
 AJ0591* NAVD 88     -       204.305  (meters)     670.29   (feet)  ADJUSTED  
 AJ0591  ___________________________________________________________________
 AJ0591  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AJ0591  DYNAMIC HT  -         203.974 (meters)     669.20  (feet)  COMP
 AJ0591  MODELED GRAV-     979,018.4   (mgal)                       NAVD 88
 AJ0591
 AJ0591  VERT ORDER  -  SECOND    CLASS 0
 AJ0591
 AJ0591.The horizontal coordinates were scaled from a topographic map and have
 AJ0591.an estimated accuracy of +/- 6 seconds.
 AJ0591
 AJ0591.The orthometric height was determined by differential leveling
 AJ0591.and adjusted by the National Geodetic Survey in June 1991..
 AJ0591
 AJ0591.The geoid height was determined by GEOID03.
 AJ0591
 AJ0591.The dynamic height is computed by dividing the NAVD 88
 AJ0591.geopotential number by the normal gravity value computed on the
 AJ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0591.degrees latitude (g = 980.6199 gals.).
 AJ0591
 AJ0591.The modeled gravity was interpolated from observed gravity values.
 AJ0591
 AJ0591;                    North         East    Units  Estimated Accuracy
 AJ0591;SPC TX S     - 5,162,500.      272,000.      MT  (+/- 180 meters Scaled)
 AJ0591
 AJ0591                          SUPERSEDED SURVEY CONTROL
 AJ0591
 AJ0591  NGVD 29 (??/??/92)  204.323  (m)          670.35   (f) ADJ UNCH    2 0
 AJ0591
 AJ0591.Superseded values are not recommended for survey control.
 AJ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0591.See file dsdata.txt to determine how the superseded data were derived.
 AJ0591
 AJ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR215011(NAD 83)
 AJ0591_MARKER: DB = BENCH MARK DISK
 AJ0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0591_STAMPING: D 778 1943
 AJ0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0591+STABILITY: SURFACE MOTION
 AJ0591
 AJ0591  HISTORY     - Date     Condition        Report By
 AJ0591  HISTORY     - 1943     MONUMENTED       CGS
 AJ0591  HISTORY     - 1968     GOOD             NGS
 AJ0591
 AJ0591                          STATION DESCRIPTION
 AJ0591
 AJ0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AJ0591'14.7 MI SW FROM HEBBRONVILLE.
 AJ0591'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAYS 16-285 FROM THERE JUNCTION
 AJ0591'WITH STATE HIGHWAY 359 IN HEBBRONVILLE, THENCE 14.3 MILES SOUTHWEST
 AJ0591'ALONG STATE HIGHWAY 16 TO SITE OF BENCH MARK.  THE BENCH MARK IS ABOUT
 AJ0591'1/4 MILE WEST ALONG AN OLD SECTION OF THE ROAD FROM THE HIGHWAY. ABOUT
 AJ0591'35 YARDS NORTHWEST OF THE JUNCTION OF TWO OLD ROADS, AT THE OUT SIDE
 AJ0591'OF A WIDE CURVE, 29 FEET WEST OF THE CENTER OF THE ROAD LEADING NORTH
 AJ0591'FROM THE JUNCTION OF ROADS, 1 FOOT WEST OF A FENCE LINE, AND 1 FOOT
 AJ0591'WEST OF A METAL WITNESS POST.  A STANDARD BENCH MARK DISK SET IN A
 AJ0591'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 AJ0591'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0643 ***********************************************************************
 AJ0643  DESIGNATION -  D 779
 AJ0643  PID         -  AJ0643
 AJ0643  STATE/COUNTY-  TX/JIM HOGG
 AJ0643  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0643
 AJ0643                         *CURRENT SURVEY CONTROL
 AJ0643  ___________________________________________________________________
 AJ0643* NAD 83(1986)-  27 09 49.     (N)    098 56 00.     (W)     SCALED    
 AJ0643* NAVD 88     -       229.183  (meters)     751.91   (feet)  POSTED    
 AJ0643  ___________________________________________________________________
 AJ0643  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AJ0643  DYNAMIC HT  -         228.810 (meters)     750.69  (feet)  COMP
 AJ0643  MODELED GRAV-     979,021.9   (mgal)                       NAVD 88
 AJ0643
 AJ0643  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0643
 AJ0643.The horizontal coordinates were scaled from a topographic map and have
 AJ0643.an estimated accuracy of +/- 6 seconds.
 AJ0643
 AJ0643.The orthometric height was determined by differential leveling
 AJ0643.and adjusted by the National Geodetic Survey in 1992..
 AJ0643.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0643.rate of 1.1 thru 2.0 mm/km.
 AJ0643
 AJ0643.The geoid height was determined by GEOID03.
 AJ0643
 AJ0643.The dynamic height is computed by dividing the NAVD 88
 AJ0643.geopotential number by the normal gravity value computed on the
 AJ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0643.degrees latitude (g = 980.6199 gals.).
 AJ0643
 AJ0643.The modeled gravity was interpolated from observed gravity values.
 AJ0643
 AJ0643;                    North         East    Units  Estimated Accuracy
 AJ0643;SPC TX S     - 5,165,920.      257,060.      MT  (+/- 180 meters Scaled)
 AJ0643
 AJ0643                          SUPERSEDED SURVEY CONTROL
 AJ0643
 AJ0643  NGVD 29 (??/??/92)  229.204  (m)          751.98   (f) ADJ UNCH    2 0
 AJ0643
 AJ0643.Superseded values are not recommended for survey control.
 AJ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0643.See file dsdata.txt to determine how the superseded data were derived.
 AJ0643
 AJ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR066045(NAD 83)
 AJ0643_MARKER: DB = BENCH MARK DISK
 AJ0643_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0643_SP_SET: LIMESTONE OUTCROP
 AJ0643_STAMPING: D 779 1943
 AJ0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0643+STABILITY: POSITION/ELEVATION WELL
 AJ0643
 AJ0643  HISTORY     - Date     Condition        Report By
 AJ0643  HISTORY     - 1943     MONUMENTED       CGS
 AJ0643
 AJ0643                          STATION DESCRIPTION
 AJ0643
 AJ0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0643'6.4 MI NW FROM PETROLEUM.
 AJ0643'TO REACH FROM THE PETROLEUM X-ROADS, PROCEED WESTERLY ON GRADED ROAD,
 AJ0643'GO 0.4 MILE.  TURN NORTHERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE, AND
 AJ0643'GO 6.0 MILES TO A RAVINE AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AJ0643'HORIZONTALLY IN TOP OF A LIMESTONE OUTCROP.  IT IS ABOUT 100 FEET
 AJ0643'NORTH OF A NORTH BANK OF THE RAVINE.  39 FEET WEST OF AND ABOUT THE
 AJ0643'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  AND 18 FEET WEST OF THE
 AJ0643'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0022 ***********************************************************************
 BO0022  DESIGNATION -  D 78
 BO0022  PID         -  BO0022
 BO0022  STATE/COUNTY-  TX/EDWARDS
 BO0022  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0022
 BO0022                         *CURRENT SURVEY CONTROL
 BO0022  ___________________________________________________________________
 BO0022* NAD 83(1986)-  30 13 03.     (N)    100 02 51.     (W)     SCALED    
 BO0022* NAVD 88     -       647.132  (meters)    2123.13   (feet)  ADJUSTED  
 BO0022  ___________________________________________________________________
 BO0022  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0022  DYNAMIC HT  -         646.188 (meters)    2120.04  (feet)  COMP
 BO0022  MODELED GRAV-     979,161.6   (mgal)                       NAVD 88
 BO0022
 BO0022  VERT ORDER  -  FIRST     CLASS II
 BO0022
 BO0022.The horizontal coordinates were scaled from a topographic map and have
 BO0022.an estimated accuracy of +/- 6 seconds.
 BO0022
 BO0022.The orthometric height was determined by differential leveling
 BO0022.and adjusted by the National Geodetic Survey in June 1991..
 BO0022
 BO0022.The geoid height was determined by GEOID03.
 BO0022
 BO0022.The dynamic height is computed by dividing the NAVD 88
 BO0022.geopotential number by the normal gravity value computed on the
 BO0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0022.degrees latitude (g = 980.6199 gals.).
 BO0022
 BO0022.The modeled gravity was interpolated from observed gravity values.
 BO0022
 BO0022;                    North         East    Units  Estimated Accuracy
 BO0022;SPC TXSC     - 4,264,690.      499,160.      MT  (+/- 180 meters Scaled)
 BO0022
 BO0022                          SUPERSEDED SURVEY CONTROL
 BO0022
 BO0022  NGVD 29 (??/??/92)  647.090  (m)         2122.99   (f) ADJ UNCH    1 2
 BO0022
 BO0022.Superseded values are not recommended for survey control.
 BO0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0022.See file dsdata.txt to determine how the superseded data were derived.
 BO0022
 BO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU991433(NAD 83)
 BO0022_MARKER: DB = BENCH MARK DISK
 BO0022_SETTING: 66 = SET IN ROCK OUTCROP
 BO0022_SP_SET: OUTCROP
 BO0022_STAMPING: 2122.994 D 78 1931
 BO0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0022+STABILITY: POSITION/ELEVATION WELL
 BO0022
 BO0022  HISTORY     - Date     Condition        Report By
 BO0022  HISTORY     - 1931     MONUMENTED       CGS
 BO0022  HISTORY     - 1971     GOOD             USGS
 BO0022
 BO0022                          STATION DESCRIPTION
 BO0022
 BO0022'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0022'18.4 MI N FROM ROCK SPRINGS.
 BO0022'FROM THE JUNCTION OF HIGHWAYS U.S. 3477 AND TEX. 55 AT EAST EDGE OF
 BO0022'ROCKSPRINGS PROCEED NORTH 1.9 MILES TO JCT. OF RANCH ROAD 2630, THENCE
 BO0022'LEFT ALONG RANCH ROAD 2630 FOR 5.3 MILES TO END OF PAVEMENT, CONTINUE
 BO0022'ALONG GRAVEL ROAD 11.2 MILES TO BM ON RIGHT.  BM IS 190 FT. EAST OF
 BO0022'N/S GATE, 13 FEET SOUTH OF CENTERLINE OF ROAD AND 33 FEET NORTHEAST OF
 BO0022'THE MIDDLE OF A LONE TREE.  A STANDARD TABLET SET IN A FLAT ROCK
 BO0022'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0674 ***********************************************************************
 AJ0674  DESIGNATION -  D 780
 AJ0674  PID         -  AJ0674
 AJ0674  STATE/COUNTY-  TX/JIM HOGG
 AJ0674  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0674
 AJ0674                         *CURRENT SURVEY CONTROL
 AJ0674  ___________________________________________________________________
 AJ0674* NAD 83(1986)-  27 16 41.     (N)    098 44 22.     (W)     SCALED    
 AJ0674* NAVD 88     -       192.743  (meters)     632.36   (feet)  POSTED    
 AJ0674  ___________________________________________________________________
 AJ0674  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AJ0674  DYNAMIC HT  -         192.430 (meters)     631.33  (feet)  COMP
 AJ0674  MODELED GRAV-     979,030.9   (mgal)                       NAVD 88
 AJ0674
 AJ0674  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0674
 AJ0674.The horizontal coordinates were scaled from a topographic map and have
 AJ0674.an estimated accuracy of +/- 6 seconds.
 AJ0674
 AJ0674.The orthometric height was determined by differential leveling
 AJ0674.and adjusted by the National Geodetic Survey in 1992..
 AJ0674.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0674.rate of 0.0 thru 1.0 mm/km.
 AJ0674
 AJ0674.The geoid height was determined by GEOID03.
 AJ0674
 AJ0674.The dynamic height is computed by dividing the NAVD 88
 AJ0674.geopotential number by the normal gravity value computed on the
 AJ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0674.degrees latitude (g = 980.6199 gals.).
 AJ0674
 AJ0674.The modeled gravity was interpolated from observed gravity values.
 AJ0674
 AJ0674;                    North         East    Units  Estimated Accuracy
 AJ0674;SPC TX S     - 5,178,550.      276,300.      MT  (+/- 180 meters Scaled)
 AJ0674
 AJ0674                          SUPERSEDED SURVEY CONTROL
 AJ0674
 AJ0674  NGVD 29 (??/??/92)  192.769  (m)          632.44   (f) ADJ UNCH    2 0
 AJ0674
 AJ0674.Superseded values are not recommended for survey control.
 AJ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0674.See file dsdata.txt to determine how the superseded data were derived.
 AJ0674
 AJ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR257172(NAD 83)
 AJ0674_MARKER: DB = BENCH MARK DISK
 AJ0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0674_STAMPING: D 780 1943
 AJ0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0674+STABILITY: SURFACE MOTION
 AJ0674
 AJ0674  HISTORY     - Date     Condition        Report By
 AJ0674  HISTORY     - 1943     MONUMENTED       CGS
 AJ0674  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0674
 AJ0674                          STATION DESCRIPTION
 AJ0674
 AJ0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0674'5.5 MI SW FROM HEBBRONVILLE.
 AJ0674'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285,
 AJ0674'PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4 MILE.  TURN
 AJ0674'SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO, GO 1.6 MILES.  TURN
 AJ0674'WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 3.5 MILES TO SITE
 AJ0674'OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE EAST OF A CURVE.  18 FEET
 AJ0674'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AJ0674'3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT SOUTH
 AJ0674'OF THE RIGHT OF WAY FENCE.
 AJ0674
 AJ0674                          STATION RECOVERY (1968)
 AJ0674
 AJ0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0558 ***********************************************************************
 AJ0558  DESIGNATION -  D 781
 AJ0558  PID         -  AJ0558
 AJ0558  STATE/COUNTY-  TX/JIM HOGG
 AJ0558  USGS QUAD   -  ALTA VISTA RANCH SW (1972)
 AJ0558
 AJ0558                         *CURRENT SURVEY CONTROL
 AJ0558  ___________________________________________________________________
 AJ0558* NAD 83(1986)-  27 02 28.     (N)    098 44 15.     (W)     SCALED    
 AJ0558* NAVD 88     -       175.589  (meters)     576.08   (feet)  ADJUSTED  
 AJ0558  ___________________________________________________________________
 AJ0558  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AJ0558  DYNAMIC HT  -         175.303 (meters)     575.14  (feet)  COMP
 AJ0558  MODELED GRAV-     979,015.2   (mgal)                       NAVD 88
 AJ0558
 AJ0558  VERT ORDER  -  SECOND    CLASS 0
 AJ0558
 AJ0558.The horizontal coordinates were scaled from a topographic map and have
 AJ0558.an estimated accuracy of +/- 6 seconds.
 AJ0558
 AJ0558.The orthometric height was determined by differential leveling
 AJ0558.and adjusted by the National Geodetic Survey in June 1991..
 AJ0558
 AJ0558.The geoid height was determined by GEOID03.
 AJ0558
 AJ0558.The dynamic height is computed by dividing the NAVD 88
 AJ0558.geopotential number by the normal gravity value computed on the
 AJ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0558.degrees latitude (g = 980.6199 gals.).
 AJ0558
 AJ0558.The modeled gravity was interpolated from observed gravity values.
 AJ0558
 AJ0558;                    North         East    Units  Estimated Accuracy
 AJ0558;SPC TX S     - 5,152,300.      276,440.      MT  (+/- 180 meters Scaled)
 AJ0558
 AJ0558                          SUPERSEDED SURVEY CONTROL
 AJ0558
 AJ0558  NGVD 29 (??/??/92)  175.621  (m)          576.18   (f) ADJ UNCH    2 0
 AJ0558
 AJ0558.Superseded values are not recommended for survey control.
 AJ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0558.See file dsdata.txt to determine how the superseded data were derived.
 AJ0558
 AJ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ260910(NAD 83)
 AJ0558_MARKER: DB = BENCH MARK DISK
 AJ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0558_STAMPING: D 781 1943
 AJ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0558+STABILITY: SURFACE MOTION
 AJ0558
 AJ0558  HISTORY     - Date     Condition        Report By
 AJ0558  HISTORY     - 1943     MONUMENTED       CGS
 AJ0558
 AJ0558                          STATION DESCRIPTION
 AJ0558
 AJ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0558'2.7 MI SE FROM SAN PABLO RANCH.
 AJ0558'TO REACH FROM THE SAN PABLO RANCH HEADQUARTERS, PROCEED SOUTHEASTERLY
 AJ0558'ON TRACK ROAD TO THE PALANGANA RANCH, AND GO 1.9 MILES TO A FORK IN
 AJ0558'THE ROAD.  TAKE LEFT FORK AND CONTINUE EASTERLY 0.8 MILE TO SITE OF
 AJ0558'BENCH MARK.  BENCH MARK IS AT THE WEST EDGE OF A SMALL CLEAR FLAT. 21
 AJ0558'FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD. AND
 AJ0558'3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1139 ***********************************************************************
 AJ1139  DESIGNATION -  D 782
 AJ1139  PID         -  AJ1139
 AJ1139  STATE/COUNTY-  TX/JIM HOGG
 AJ1139  USGS QUAD   -  ALTA VISTA RANCH (1972)
 AJ1139
 AJ1139                         *CURRENT SURVEY CONTROL
 AJ1139  ___________________________________________________________________
 AJ1139* NAD 83(1986)-  27 04 40.     (N)    098 35 22.     (W)     SCALED    
 AJ1139* NAVD 88     -       133.274  (meters)     437.25   (feet)  ADJUSTED  
 AJ1139  ___________________________________________________________________
 AJ1139  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AJ1139  DYNAMIC HT  -         133.059 (meters)     436.54  (feet)  COMP
 AJ1139  MODELED GRAV-     979,034.0   (mgal)                       NAVD 88
 AJ1139
 AJ1139  VERT ORDER  -  SECOND    CLASS 0
 AJ1139
 AJ1139.The horizontal coordinates were scaled from a topographic map and have
 AJ1139.an estimated accuracy of +/- 6 seconds.
 AJ1139
 AJ1139.The orthometric height was determined by differential leveling
 AJ1139.and adjusted by the National Geodetic Survey in June 1991..
 AJ1139
 AJ1139.The geoid height was determined by GEOID03.
 AJ1139
 AJ1139.The dynamic height is computed by dividing the NAVD 88
 AJ1139.geopotential number by the normal gravity value computed on the
 AJ1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1139.degrees latitude (g = 980.6199 gals.).
 AJ1139
 AJ1139.The modeled gravity was interpolated from observed gravity values.
 AJ1139
 AJ1139;                    North         East    Units  Estimated Accuracy
 AJ1139;SPC TX S     - 5,156,340.      291,130.      MT  (+/- 180 meters Scaled)
 AJ1139
 AJ1139                          SUPERSEDED SURVEY CONTROL
 AJ1139
 AJ1139  NGVD 29 (??/??/92)  133.306  (m)          437.35   (f) ADJ UNCH    2 0
 AJ1139
 AJ1139.Superseded values are not recommended for survey control.
 AJ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1139.See file dsdata.txt to determine how the superseded data were derived.
 AJ1139
 AJ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ407951(NAD 83)
 AJ1139_MARKER: DB = BENCH MARK DISK
 AJ1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1139_STAMPING: D 782 1943
 AJ1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1139+STABILITY: SURFACE MOTION
 AJ1139
 AJ1139  HISTORY     - Date     Condition        Report By
 AJ1139  HISTORY     - 1943     MONUMENTED       CGS
 AJ1139  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ1139
 AJ1139                          STATION DESCRIPTION
 AJ1139
 AJ1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ1139'13.4 MI N FROM AGUA NUEVA.
 AJ1139'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED NORTHERLY ON THE
 AJ1139'ROAD TO HEBBRONVILLE AND GO 13.4 MILES TO SITE OF BENCH MARK.  BENCH
 AJ1139'MARK IS ABOUT 18.1 MILES SOUTHEAST OF HEBBRONVILLE.  0.9 MILE SOUTH OF
 AJ1139'THE INTERSECTION OF THE ROAD TO ALTA VISTA.  ABOUT 150 FEET SOUTH OF
 AJ1139'THE CENTER OF A CATTLEGUARD IN THE WEST RIGHT OF WAY FENCE.  24 FEET
 AJ1139'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AJ1139'6.0 FEET SOUTH OF A TELEPHONE LINE POLE.  3.0 FEET NORTH OF A 4 BY 4
 AJ1139'INCH WOODEN MARKER POST.  AND 1.0 FOOT EAST OF THE RIGHT OF WAY FENCE.
 AJ1139
 AJ1139                          STATION RECOVERY (1972)
 AJ1139
 AJ1139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0609 ***********************************************************************
 AJ0609  DESIGNATION -  D 783
 AJ0609  PID         -  AJ0609
 AJ0609  STATE/COUNTY-  TX/JIM HOGG
 AJ0609  USGS QUAD   -  SAN PABLO RANCH (1972)
 AJ0609
 AJ0609                         *CURRENT SURVEY CONTROL
 AJ0609  ___________________________________________________________________
 AJ0609* NAD 83(1986)-  27 01 27.     (N)    098 49 28.     (W)     SCALED    
 AJ0609* NAVD 88     -       221.133  (meters)     725.50   (feet)  ADJUSTED  
 AJ0609  ___________________________________________________________________
 AJ0609  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AJ0609  DYNAMIC HT  -         220.772 (meters)     724.32  (feet)  COMP
 AJ0609  MODELED GRAV-     979,008.3   (mgal)                       NAVD 88
 AJ0609
 AJ0609  VERT ORDER  -  SECOND    CLASS 0
 AJ0609
 AJ0609.The horizontal coordinates were scaled from a topographic map and have
 AJ0609.an estimated accuracy of +/- 6 seconds.
 AJ0609
 AJ0609.The orthometric height was determined by differential leveling
 AJ0609.and adjusted by the National Geodetic Survey in June 1991..
 AJ0609
 AJ0609.The geoid height was determined by GEOID03.
 AJ0609
 AJ0609.The dynamic height is computed by dividing the NAVD 88
 AJ0609.geopotential number by the normal gravity value computed on the
 AJ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0609.degrees latitude (g = 980.6199 gals.).
 AJ0609
 AJ0609.The modeled gravity was interpolated from observed gravity values.
 AJ0609
 AJ0609;                    North         East    Units  Estimated Accuracy
 AJ0609;SPC TX S     - 5,150,440.      267,810.      MT  (+/- 180 meters Scaled)
 AJ0609
 AJ0609                          SUPERSEDED SURVEY CONTROL
 AJ0609
 AJ0609  NGVD 29 (??/??/92)  221.144  (m)          725.54   (f) ADJ UNCH    2 0
 AJ0609
 AJ0609.Superseded values are not recommended for survey control.
 AJ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0609.See file dsdata.txt to determine how the superseded data were derived.
 AJ0609
 AJ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ174891(NAD 83)
 AJ0609_MARKER: DB = BENCH MARK DISK
 AJ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0609_STAMPING: D 783 1943
 AJ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0609+STABILITY: SURFACE MOTION
 AJ0609
 AJ0609  HISTORY     - Date     Condition        Report By
 AJ0609  HISTORY     - 1943     MONUMENTED       CGS
 AJ0609
 AJ0609                          STATION DESCRIPTION
 AJ0609
 AJ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0609'6.8 MI SE FROM RANDADO.
 AJ0609'TO REACH FROM THE SCHOOL AT RANDADO, PROCEED EASTERLY ON THE ROAD TO
 AJ0609'HEBBRONVILLE, GO 3.8 MILES TO A SHARP TURN TO THE NORTH.  TURN
 AJ0609'SOUTHERLY (RIGHT) ONTO THE ROAD TO THE T. T. EAST RANCH AND GO 3.0
 AJ0609'MILES TO SITE OF BENCH MARK.  BENCH MARK IS DIRECTLY ACROSS THE ROAD
 AJ0609'(EAST) FROM A BORROW PIT.  15 FEET EAST OF AND ABOUT THE SAME
 AJ0609'ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A 4 BY 4
 AJ0609'INCH WOODEN MARKER POST.  AND 1.0 FOOT WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1315 ***********************************************************************
 AX1315  DESIGNATION -  D 784
 AX1315  PID         -  AX1315
 AX1315  STATE/COUNTY-  TX/BASTROP
 AX1315  USGS QUAD   -  ROSANKY (1981)
 AX1315
 AX1315                         *CURRENT SURVEY CONTROL
 AX1315  ___________________________________________________________________
 AX1315* NAD 83(1986)-  29 55 53.     (N)    097 16 58.     (W)     SCALED    
 AX1315* NAVD 88     -       159.90   (+/-2cm)     524.6    (feet)  VERTCON   
 AX1315  ___________________________________________________________________
 AX1315  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX1315
 AX1315  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1315
 AX1315.The horizontal coordinates were scaled from a topographic map and have
 AX1315.an estimated accuracy of +/- 6 seconds.
 AX1315
 AX1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1315.The vertical order pertains to the NGVD 29 superseded value.
 AX1315
 AX1315.The geoid height was determined by GEOID03.
 AX1315
 AX1315;                    North         East    Units  Estimated Accuracy
 AX1315;SPC TX C     - 3,033,390.      994,520.      MT  (+/- 180 meters Scaled)
 AX1315
 AX1315                          SUPERSEDED SURVEY CONTROL
 AX1315
 AX1315  NGVD 29 (??/??/92)  159.846  (m)          524.43   (f) ADJ UNCH    1 2
 AX1315
 AX1315.Superseded values are not recommended for survey control.
 AX1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1315.See file dsdata.txt to determine how the superseded data were derived.
 AX1315
 AX1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU657124(NAD 83)
 AX1315_MARKER: DB = BENCH MARK DISK
 AX1315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1315_SP_SET: CULVERT
 AX1315_STAMPING: D 784 1943
 AX1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1315
 AX1315  HISTORY     - Date     Condition        Report By
 AX1315  HISTORY     - 1943     MONUMENTED       CGS
 AX1315  HISTORY     - 1987     GOOD             USPSQD
 AX1315
 AX1315                          STATION DESCRIPTION
 AX1315
 AX1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1315'0.7 MI E FROM ROSANKY.
 AX1315'0.7 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1315'STATION AT ROSANKY, 0.1 MILE EAST OF MILEPOST 10, AT A CONCRETE
 AX1315'CULVERT, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL, 15 FEET
 AX1315'NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE
 AX1315'TRACK.  A STANDARD DISK, STAMPED D 784 1943.
 AX1315
 AX1315                          STATION RECOVERY (1987)
 AX1315
 AX1315'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AX1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2124 ***********************************************************************
 AX2124  DESIGNATION -  D 785
 AX2124  PID         -  AX2124
 AX2124  STATE/COUNTY-  TX/CALDWELL
 AX2124  USGS QUAD   -  DALE (1981)
 AX2124
 AX2124                         *CURRENT SURVEY CONTROL
 AX2124  ___________________________________________________________________
 AX2124* NAD 83(1986)-  29 55 31.     (N)    097 35 32.     (W)     SCALED    
 AX2124* NAVD 88     -       159.39   (+/-2cm)     522.9    (feet)  VERTCON   
 AX2124  ___________________________________________________________________
 AX2124  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2124
 AX2124  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2124
 AX2124.The horizontal coordinates were scaled from a topographic map and have
 AX2124.an estimated accuracy of +/- 6 seconds.
 AX2124
 AX2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2124.The vertical order pertains to the NGVD 29 superseded value.
 AX2124
 AX2124.The geoid height was determined by GEOID03.
 AX2124
 AX2124;                    North         East    Units  Estimated Accuracy
 AX2124;SPC TXSC     - 4,232,670.      735,920.      MT  (+/- 180 meters Scaled)
 AX2124
 AX2124                          SUPERSEDED SURVEY CONTROL
 AX2124
 AX2124  NGVD 29 (??/??/92)  159.311  (m)          522.67   (f) ADJ UNCH    1 2
 AX2124
 AX2124.Superseded values are not recommended for survey control.
 AX2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2124.See file dsdata.txt to determine how the superseded data were derived.
 AX2124
 AX2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU358113(NAD 83)
 AX2124_MARKER: DB = BENCH MARK DISK
 AX2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2124_STAMPING: D 785 1943
 AX2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2124+STABILITY: SURFACE MOTION
 AX2124
 AX2124  HISTORY     - Date     Condition        Report By
 AX2124  HISTORY     - 1943     MONUMENTED       CGS
 AX2124  HISTORY     - 1959     GOOD             NGS
 AX2124
 AX2124                          STATION DESCRIPTION
 AX2124
 AX2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2124'1.7 MI W FROM DALE.
 AX2124'1.7 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2124'STATION AT DALE, AT A TRACK-ROAD CROSSING, 40 FEET EAST OF THE
 AX2124'CENTERLINE OF THE ROAD, 51 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 AX2124'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN
 AX2124'WITNESS POST, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 AX2124'STAMPED D 785 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX2124'0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2153 ***********************************************************************
 AX2153  DESIGNATION -  D 786
 AX2153  PID         -  AX2153
 AX2153  STATE/COUNTY-  TX/HAYS
 AX2153  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX2153
 AX2153                         *CURRENT SURVEY CONTROL
 AX2153  ___________________________________________________________________
 AX2153* NAD 83(1986)-  29 53 05.     (N)    097 54 22.     (W)     SCALED    
 AX2153* NAVD 88     -       180.37   (+/-2cm)     591.8    (feet)  VERTCON   
 AX2153  ___________________________________________________________________
 AX2153  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AX2153
 AX2153  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2153
 AX2153.The horizontal coordinates were scaled from a topographic map and have
 AX2153.an estimated accuracy of +/- 6 seconds.
 AX2153
 AX2153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2153.The vertical order pertains to the NGVD 29 superseded value.
 AX2153
 AX2153.The geoid height was determined by GEOID03.
 AX2153
 AX2153;                    North         East    Units  Estimated Accuracy
 AX2153;SPC TXSC     - 4,227,850.      705,660.      MT  (+/- 180 meters Scaled)
 AX2153
 AX2153                          SUPERSEDED SURVEY CONTROL
 AX2153
 AX2153  NGVD 29 (??/??/92)  180.285  (m)          591.49   (f) ADJ UNCH    1 2
 AX2153
 AX2153.Superseded values are not recommended for survey control.
 AX2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2153.See file dsdata.txt to determine how the superseded data were derived.
 AX2153
 AX2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU056065(NAD 83)
 AX2153_MARKER: DB = BENCH MARK DISK
 AX2153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2153_SP_SET: BRIDGE ABUTMENT
 AX2153_STAMPING: D 786 1943
 AX2153_MARK LOGO: CGS   
 AX2153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2153
 AX2153  HISTORY     - Date     Condition        Report By
 AX2153  HISTORY     - 1943     MONUMENTED       CGS
 AX2153  HISTORY     - 1959     GOOD             NGS
 AX2153  HISTORY     - 1980     GOOD             NGS
 AX2153  HISTORY     - 19910828 GOOD             USPSQD
 AX2153  HISTORY     - 19930808 GOOD             USPSQD
 AX2153  HISTORY     - 19990925 GOOD             USPSQD
 AX2153  HISTORY     - 20030517 GOOD             USPSQD
 AX2153
 AX2153                          STATION DESCRIPTION
 AX2153
 AX2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2153'2.5 MI E FROM SAN MARCOS.
 AX2153'2.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2153'STATION AT SAN MARRCOS, AT THE STEEL BRIDGE OVER BLANCO RIVER, IN THE
 AX2153'TOP OF THE NORTHWEST CORNER OF THE EAST CONCRETE ABUTMENT, 10 FEET
 AX2153'NORTH OF THE CENTERLINE OF THE TRACK, AND 4.8 FT.LOWER THAN THE TRACK.
 AX2153'A STANDARD DISK, STAMPED D 786 1943.
 AX2153
 AX2153                          STATION RECOVERY (1980)
 AX2153
 AX2153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX2153'RECOVERED IN GOOD CONDITION.
 AX2153
 AX2153                          STATION RECOVERY (1991)
 AX2153
 AX2153'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2153'RECOVERED IN GOOD CONDITION.
 AX2153
 AX2153                          STATION RECOVERY (1993)
 AX2153
 AX2153'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2153'RECOVERED IN GOOD CONDITION.
 AX2153
 AX2153                          STATION RECOVERY (1999)
 AX2153
 AX2153'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2153'RECOVERED IN GOOD CONDITION.
 AX2153
 AX2153                          STATION RECOVERY (2003)
 AX2153
 AX2153'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX2153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2256 ***********************************************************************
 AX2256  DESIGNATION -  D 787
 AX2256  PID         -  AX2256
 AX2256  STATE/COUNTY-  TX/GUADALUPE
 AX2256  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2256
 AX2256                         *CURRENT SURVEY CONTROL
 AX2256  ___________________________________________________________________
 AX2256* NAD 83(1986)-  29 45 13.     (N)    097 55 55.     (W)     SCALED    
 AX2256* NAVD 88     -       168.64   (+/-2cm)     553.3    (feet)  VERTCON   
 AX2256  ___________________________________________________________________
 AX2256  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AX2256
 AX2256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2256
 AX2256.The horizontal coordinates were scaled from a topographic map and have
 AX2256.an estimated accuracy of +/- 6 seconds.
 AX2256
 AX2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2256.The vertical order pertains to the NGVD 29 superseded value.
 AX2256
 AX2256.The geoid height was determined by GEOID03.
 AX2256
 AX2256;                    North         East    Units  Estimated Accuracy
 AX2256;SPC TXSC     - 4,213,290.      703,290.      MT  (+/- 180 meters Scaled)
 AX2256
 AX2256                          SUPERSEDED SURVEY CONTROL
 AX2256
 AX2256  NGVD 29 (??/??/92)  168.566  (m)          553.04   (f) ADJ UNCH    2 0
 AX2256
 AX2256.Superseded values are not recommended for survey control.
 AX2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2256.See file dsdata.txt to determine how the superseded data were derived.
 AX2256
 AX2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT032919(NAD 83)
 AX2256_MARKER: DB = BENCH MARK DISK
 AX2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2256_SP_SET: CONCRETE POST
 AX2256_STAMPING: D 787 1943
 AX2256_MARK LOGO: CGS   
 AX2256_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2256+STABILITY: SURFACE MOTION
 AX2256
 AX2256  HISTORY     - Date     Condition        Report By
 AX2256  HISTORY     - 1943     MONUMENTED       CGS
 AX2256  HISTORY     - 1959     GOOD             DOD
 AX2256  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2256  HISTORY     - 19880321 MARK NOT FOUND   USPSQD
 AX2256  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2256
 AX2256                          STATION DESCRIPTION
 AX2256
 AX2256'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2256'1.0 MI E FROM ZORN.
 AX2256'1.0 MILE EAST ALONG THE STAPLES ROAD FROM THE CROSSROADS AT ZORN,
 AX2256'GUADALUPE COUNTY, 0.1 MILE WEST OF A DEEP DIP IN THE ROAD, ON THE EAST
 AX2256'SLOPE OF A SMALL HILL, ACROSS THE ROAD FROM SOME OLD FARM BUILDINGS,
 AX2256'37 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF A
 AX2256'DIVISION-FENCE CORNER, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 AX2256'LEVEL WITH THE ROAD.  THE CONCRETE POST PROJECTS 0.6 FOOT ABOVE
 AX2256'GROUND.  NOTE-- THE MARK IS ABOUT 270 FEET SOUTH OF THE EAST END OF A
 AX2256'FARM POND, 48 FEET WEST-NORTHWEST OF THE JUNCTION OF THE EAST-AND-WEST
 AX2256'ROAD AND A DRIVE TO THE SOUTH-SOUTHWEST.
 AX2256
 AX2256                          STATION RECOVERY (1988)
 AX2256
 AX2256'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2256'MARK NOT FOUND.
 AX2256
 AX2256                          STATION RECOVERY (1988)
 AX2256
 AX2256'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEP)
 AX2256'MARK NOT FOUND.
 AX2256
 AX2256                          STATION RECOVERY (1993)
 AX2256
 AX2256'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2246 ***********************************************************************
 AX2246  DESIGNATION -  D 788
 AX2246  PID         -  AX2246
 AX2246  STATE/COUNTY-  TX/GUADALUPE
 AX2246  USGS QUAD   -  KINGSBURY (1994)
 AX2246
 AX2246                         *CURRENT SURVEY CONTROL
 AX2246  ___________________________________________________________________
 AX2246* NAD 83(1986)-  29 44 37.     (N)    097 48 51.     (W)     SCALED    
 AX2246* NAVD 88     -       149.77   (+/-2cm)     491.4    (feet)  VERTCON   
 AX2246  ___________________________________________________________________
 AX2246  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2246
 AX2246  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2246
 AX2246.The horizontal coordinates were scaled from a topographic map and have
 AX2246.an estimated accuracy of +/- 6 seconds.
 AX2246
 AX2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2246.The vertical order pertains to the NGVD 29 superseded value.
 AX2246
 AX2246.The geoid height was determined by GEOID03.
 AX2246
 AX2246;                    North         East    Units  Estimated Accuracy
 AX2246;SPC TXSC     - 4,212,290.      714,700.      MT  (+/- 180 meters Scaled)
 AX2246
 AX2246                          SUPERSEDED SURVEY CONTROL
 AX2246
 AX2246  NGVD 29 (??/??/92)  149.704  (m)          491.15   (f) ADJ UNCH    2 0
 AX2246
 AX2246.Superseded values are not recommended for survey control.
 AX2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2246.See file dsdata.txt to determine how the superseded data were derived.
 AX2246
 AX2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT146909(NAD 83)
 AX2246_MARKER: DB = BENCH MARK DISK
 AX2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2246_SP_SET: CONCRETE POST
 AX2246_STAMPING: D 788 1943
 AX2246_MARK LOGO: CGS   
 AX2246_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2246+STABILITY: SURFACE MOTION
 AX2246
 AX2246  HISTORY     - Date     Condition        Report By
 AX2246  HISTORY     - 1943     MONUMENTED       CGS
 AX2246  HISTORY     - 1959     GOOD             DOD
 AX2246  HISTORY     - 1988     GOOD             USPSQD
 AX2246  HISTORY     - 19930203 GOOD             USPSQD
 AX2246  HISTORY     - 19930808 GOOD             USPSQD
 AX2246  HISTORY     - 19990925 GOOD             USPSQD
 AX2246
 AX2246                          STATION DESCRIPTION
 AX2246
 AX2246'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2246'3 MI SE FROM STAPLES.
 AX2246'3.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE TOWN WATER TANK AT
 AX2246'STAPLES, GUADALUPE COUNTY, AT A LARGE FARMHOUSE, AT A REVERSE CURVE IN
 AX2246'THE ROAD, ABOUT 200 FEET NORTHWEST OF THE ROAD CURVE, 63 FEET NORTH OF
 AX2246'THE HOUSE, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2 FEET
 AX2246'SOUTHEAST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A WHITE WOODEN
 AX2246'WITNESS POST, AND LEVEL WITH THE ROAD.  NOTE-- THE MARK IS 60 FEET
 AX2246'NORTH OF THE NORTHEAST CORNER OF THE HOUSE, AND 62 FEET NORTHWEST OF
 AX2246'THE NORTH EDGE OF THE FIRST TREE IN THE TREE LINE TO THE SOUTHEAST.
 AX2246
 AX2246                          STATION RECOVERY (1988)
 AX2246
 AX2246'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2246'RECOVERED IN GOOD CONDITION.
 AX2246
 AX2246                          STATION RECOVERY (1993)
 AX2246
 AX2246'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2246'RECOVERED IN GOOD CONDITION.  NOTE--HAS ORANGE WITNESS POST.
 AX2246
 AX2246                          STATION RECOVERY (1993)
 AX2246
 AX2246'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2246'RECOVERED IN GOOD CONDITION.
 AX2246
 AX2246                          STATION RECOVERY (1999)
 AX2246
 AX2246'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0191 ***********************************************************************
 AZ0191  DESIGNATION -  D 79
 AZ0191  PID         -  AZ0191
 AZ0191  STATE/COUNTY-  TX/EDWARDS
 AZ0191  USGS QUAD   -  CARTA VALLEY NE (1971)
 AZ0191
 AZ0191                         *CURRENT SURVEY CONTROL
 AZ0191  ___________________________________________________________________
 AZ0191* NAD 83(1986)-  29 52 37.     (N)    100 33 30.     (W)     SCALED    
 AZ0191* NAVD 88     -       721.357  (meters)    2366.65   (feet)  ADJUSTED  
 AZ0191  ___________________________________________________________________
 AZ0191  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 AZ0191  DYNAMIC HT  -         720.280 (meters)    2363.12  (feet)  COMP
 AZ0191  MODELED GRAV-     979,126.0   (mgal)                       NAVD 88
 AZ0191
 AZ0191  VERT ORDER  -  FIRST     CLASS II
 AZ0191
 AZ0191.The horizontal coordinates were scaled from a topographic map and have
 AZ0191.an estimated accuracy of +/- 6 seconds.
 AZ0191
 AZ0191.The orthometric height was determined by differential leveling
 AZ0191.and adjusted by the National Geodetic Survey in June 1991..
 AZ0191
 AZ0191.The geoid height was determined by GEOID03.
 AZ0191
 AZ0191.The dynamic height is computed by dividing the NAVD 88
 AZ0191.geopotential number by the normal gravity value computed on the
 AZ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0191.degrees latitude (g = 980.6199 gals.).
 AZ0191
 AZ0191.The modeled gravity was interpolated from observed gravity values.
 AZ0191
 AZ0191;                    North         East    Units  Estimated Accuracy
 AZ0191;SPC TXSC     - 4,227,490.      449,480.      MT  (+/- 180 meters Scaled)
 AZ0191
 AZ0191                          SUPERSEDED SURVEY CONTROL
 AZ0191
 AZ0191  NGVD 29 (??/??/92)  721.283  (m)         2366.41   (f) ADJ UNCH    1 2
 AZ0191
 AZ0191.Superseded values are not recommended for survey control.
 AZ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0191.See file dsdata.txt to determine how the superseded data were derived.
 AZ0191
 AZ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU495061(NAD 83)
 AZ0191_MARKER: DB = BENCH MARK DISK
 AZ0191_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0191_SP_SET: BEDROCK
 AZ0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0191+STABILITY: POSITION/ELEVATION WELL
 AZ0191
 AZ0191  HISTORY     - Date     Condition        Report By
 AZ0191  HISTORY     - 1931     MONUMENTED       CGS
 AZ0191
 AZ0191                          STATION DESCRIPTION
 AZ0191
 AZ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AZ0191'11.4 MI NE FROM CARTA VALLEY.
 AZ0191'11.4 MILES NORTHEAST ALONG STATE HIGHWAY 41 FROM CARTA VALLEY, EDWARDS
 AZ0191'COUNTY, ON THE TOP OF A FLAT HILL, 20 FEET EAST OF THE HIGHWAY, NEAR A
 AZ0191'CAIRN, AND IN THE TOP OF A FLAT OUTCROP OF BEDROCK. A STANDARD DISK,
 AZ0191'STAMPED 2366.409 D 79 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2172 ***********************************************************************
 AX2172  DESIGNATION -  D 790
 AX2172  PID         -  AX2172
 AX2172  STATE/COUNTY-  TX/CALDWELL
 AX2172  USGS QUAD   -  MC MAHAN (1981)
 AX2172
 AX2172                         *CURRENT SURVEY CONTROL
 AX2172  ___________________________________________________________________
 AX2172* NAD 83(1986)-  29 51 24.     (N)    097 31 20.     (W)     SCALED    
 AX2172* NAVD 88     -       140.02   (+/-2cm)     459.4    (feet)  VERTCON   
 AX2172  ___________________________________________________________________
 AX2172  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2172
 AX2172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2172
 AX2172.The horizontal coordinates were scaled from a topographic map and have
 AX2172.an estimated accuracy of +/- 6 seconds.
 AX2172
 AX2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2172.The vertical order pertains to the NGVD 29 superseded value.
 AX2172
 AX2172.The geoid height was determined by GEOID03.
 AX2172
 AX2172;                    North         East    Units  Estimated Accuracy
 AX2172;SPC TXSC     - 4,225,140.      742,770.      MT  (+/- 180 meters Scaled)
 AX2172
 AX2172                          SUPERSEDED SURVEY CONTROL
 AX2172
 AX2172  NGVD 29 (??/??/92)  139.96   (m)          459.2    (f) COMPUTED    2 0
 AX2172
 AX2172.Superseded values are not recommended for survey control.
 AX2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2172.See file dsdata.txt to determine how the superseded data were derived.
 AX2172
 AX2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU427038(NAD 83)
 AX2172_MARKER: DB = BENCH MARK DISK
 AX2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2172_STAMPING: D 790 1943
 AX2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2172+STABILITY: SURFACE MOTION
 AX2172
 AX2172  HISTORY     - Date     Condition        Report By
 AX2172  HISTORY     - 1943     MONUMENTED       CGS
 AX2172  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 AX2172
 AX2172                          STATION DESCRIPTION
 AX2172
 AX2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2172'0.3 MI NW FROM MC MAHAN.
 AX2172'TO REACH FROM THE POST OFFICE AT MC MAHAN, PROCEED NORTHWESTERLY ON
 AX2172'GRADED ROAD AND GO 0.3 MILE TO THE INTERSECTION OF THE ROAD TO
 AX2172'TAYLORVILLE AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 90 FEET
 AX2172'NORTHEAST OF THE NORTH END OF A SMALL WOODEN BRIDGE, 60 FEET NORTH OF
 AX2172'THE CENTER OF THE INTERSECTION, 47 FEET WEST OF AND ABOUT 1.0 FOOT
 AX2172'BELOW THE CENTER-LINE OF THE ROAD, 3.0 FEET SOUTH OF A 4X4 INCH WOODEN
 AX2172'MARKER POST AND 1.0 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 AX2172
 AX2172                          STATION RECOVERY (1950)
 AX2172
 AX2172'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 AX2172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1185 ***********************************************************************
 AE1185  DESIGNATION -  D 791
 AE1185  PID         -  AE1185
 AE1185  STATE/COUNTY-  TX/ZAPATA
 AE1185  USGS QUAD   -  ARROYO VELENO (1980)
 AE1185
 AE1185                         *CURRENT SURVEY CONTROL
 AE1185  ___________________________________________________________________
 AE1185* NAD 83(1986)-  26 56 10.     (N)    099 13 47.     (W)     SCALED    
 AE1185* NAVD 88     -       119.404  (meters)     391.74   (feet)  ADJUSTED  
 AE1185  ___________________________________________________________________
 AE1185  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AE1185  DYNAMIC HT  -         119.211 (meters)     391.11  (feet)  COMP
 AE1185  MODELED GRAV-     979,029.8   (mgal)                       NAVD 88
 AE1185
 AE1185  VERT ORDER  -  SECOND    CLASS 0
 AE1185
 AE1185.The horizontal coordinates were scaled from a topographic map and have
 AE1185.an estimated accuracy of +/- 6 seconds.
 AE1185
 AE1185.The orthometric height was determined by differential leveling
 AE1185.and adjusted by the National Geodetic Survey in June 1991..
 AE1185
 AE1185.The geoid height was determined by GEOID03.
 AE1185
 AE1185.The dynamic height is computed by dividing the NAVD 88
 AE1185.geopotential number by the normal gravity value computed on the
 AE1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1185.degrees latitude (g = 980.6199 gals.).
 AE1185
 AE1185.The modeled gravity was interpolated from observed gravity values.
 AE1185
 AE1185;                    North         East    Units  Estimated Accuracy
 AE1185;SPC TX S     - 5,140,850.      227,540.      MT  (+/- 180 meters Scaled)
 AE1185
 AE1185                          SUPERSEDED SURVEY CONTROL
 AE1185
 AE1185  NGVD 29 (??/??/92)  119.45   (m)          391.9    (f) COMPUTED    2 0
 AE1185
 AE1185.Superseded values are not recommended for survey control.
 AE1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1185.See file dsdata.txt to determine how the superseded data were derived.
 AE1185
 AE1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ771793(NAD 83)
 AE1185_MARKER: DB = BENCH MARK DISK
 AE1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1185_STAMPING: D 791 1943
 AE1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1185+STABILITY: SURFACE MOTION
 AE1185
 AE1185  HISTORY     - Date     Condition        Report By
 AE1185  HISTORY     - 1943     MONUMENTED       CGS
 AE1185
 AE1185                          STATION DESCRIPTION
 AE1185
 AE1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1185'7.1 MI NE FROM ZAPATA.
 AE1185'TO REACH FROM THE INTERSECTION OF THE HEBBRONVILLE ROAD AND U.S.
 AE1185'HIGHWAY NO. 83, (0.3 MILE EAST OF THE COURT HOUSE AT ZAPATA) PROCEED
 AE1185'6.8 MILES NORTHEAST ALONG THE HEBBRONVILLE ROAD TO SITE OF BENCH MARK.
 AE1185'BENCH MARK IS 0.2 MILE NORTHEAST OF THE INTERSECTION OF A TRACK ROAD
 AE1185'LEADING SOUTHEAST.  IT IS 21.0 FEET NORTHWEST OF AND ABOUT THE SAME
 AE1185'ELEVATION AS THE CENTERLINE OF ROAD.  MONUMENT IS 3.0 FEET SOUTHWEST
 AE1185'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0861 ***********************************************************************
 AE0861  DESIGNATION -  D 792
 AE0861  PID         -  AE0861
 AE0861  STATE/COUNTY-  TX/STARR
 AE0861  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0861
 AE0861                         *CURRENT SURVEY CONTROL
 AE0861  ___________________________________________________________________
 AE0861* NAD 83(1986)-  26 46 44.     (N)    098 31 50.     (W)     SCALED    
 AE0861* NAVD 88     -       111.687  (meters)     366.43   (feet)  ADJUSTED  
 AE0861  ___________________________________________________________________
 AE0861  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AE0861  DYNAMIC HT  -         111.505 (meters)     365.83  (feet)  COMP
 AE0861  MODELED GRAV-     979,013.7   (mgal)                       NAVD 88
 AE0861
 AE0861  VERT ORDER  -  SECOND    CLASS 0
 AE0861
 AE0861.The horizontal coordinates were scaled from a topographic map and have
 AE0861.an estimated accuracy of +/- 6 seconds.
 AE0861
 AE0861.The orthometric height was determined by differential leveling
 AE0861.and adjusted by the National Geodetic Survey in June 1991..
 AE0861
 AE0861.The geoid height was determined by GEOID03.
 AE0861
 AE0861.The dynamic height is computed by dividing the NAVD 88
 AE0861.geopotential number by the normal gravity value computed on the
 AE0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0861.degrees latitude (g = 980.6199 gals.).
 AE0861
 AE0861.The modeled gravity was interpolated from observed gravity values.
 AE0861
 AE0861;                    North         East    Units  Estimated Accuracy
 AE0861;SPC TX S     - 5,123,230.      296,960.      MT  (+/- 180 meters Scaled)
 AE0861
 AE0861                          SUPERSEDED SURVEY CONTROL
 AE0861
 AE0861  NGVD 29 (??/??/92)  111.749  (m)          366.63   (f) ADJ UNCH    2 0
 AE0861
 AE0861.Superseded values are not recommended for survey control.
 AE0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0861.See file dsdata.txt to determine how the superseded data were derived.
 AE0861
 AE0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ466620(NAD 83)
 AE0861_MARKER: DB = BENCH MARK DISK
 AE0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0861_STAMPING: D 792 1942
 AE0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0861+STABILITY: SURFACE MOTION
 AE0861
 AE0861  HISTORY     - Date     Condition        Report By
 AE0861  HISTORY     - 1942     MONUMENTED       CGS
 AE0861
 AE0861                          STATION DESCRIPTION
 AE0861
 AE0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0861'8.1 MI E FROM RANCHO VIEJO.
 AE0861'TO REACH FROM A MEXICAN SETTLEMENT CALLED RANCHO VIEJO (ABOUT MIDWAY
 AE0861'BETWEEN RIO GRANDE CITY AND HEBBRONVILLE), PROCEED 8.1 MILES EASTERLY
 AE0861'ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 1.0 MILE
 AE0861'EAST OF THE JESUS MARIA RANCH HOUSE.  IT IS 29.0 FEET NORTH OF AND
 AE0861'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  MONUMENT IS
 AE0861'2.5 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2
 AE0861'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1464 ***********************************************************************
 AJ1464  DESIGNATION -  D 793 RESET
 AJ1464  PID         -  AJ1464
 AJ1464  STATE/COUNTY-  TX/ZAPATA
 AJ1464  USGS QUAD   -  LAS OVEJAS CREEK (1980)
 AJ1464
 AJ1464                         *CURRENT SURVEY CONTROL
 AJ1464  ___________________________________________________________________
 AJ1464* NAD 83(1986)-  27 09 30.     (N)    099 14 05.     (W)     SCALED    
 AJ1464* NAVD 88     -       150.43   (meters)     493.5    (feet)  RESET     
 AJ1464  ___________________________________________________________________
 AJ1464  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ1464
 AJ1464  VERT ORDER  -  THIRD
 AJ1464
 AJ1464.The horizontal coordinates were scaled from a topographic map and have
 AJ1464.an estimated accuracy of +/- 6 seconds.
 AJ1464
 AJ1464.The orthometric height was computed from unverified reset data.
 AJ1464.No vertical observational check was made to the station.
 AJ1464
 AJ1464.The geoid height was determined by GEOID03.
 AJ1464
 AJ1464;                    North         East    Units  Estimated Accuracy
 AJ1464;SPC TX S     - 5,165,480.      227,190.      MT  (+/- 180 meters Scaled)
 AJ1464
 AJ1464                          SUPERSEDED SURVEY CONTROL
 AJ1464
 AJ1464  NGVD 29 (01/29/03)  150.48   (m)          493.7    (f) RESET       3  
 AJ1464
 AJ1464.Superseded values are not recommended for survey control.
 AJ1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1464.See file dsdata.txt to determine how the superseded data were derived.
 AJ1464
 AJ1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR767039(NAD 83)
 AJ1464_MARKER: DB = BENCH MARK DISK
 AJ1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1464_SP_SET: CONCRETE POST
 AJ1464_STAMPING: D 793 REST 1981
 AJ1464_MARK LOGO: NGS   
 AJ1464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1464+STABILITY: SURFACE MOTION
 AJ1464
 AJ1464  HISTORY     - Date     Condition        Report By
 AJ1464  HISTORY     - 1982     MONUMENTED       TXHD
 AJ1464
 AJ1464                          STATION DESCRIPTION
 AJ1464
 AJ1464'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1982
 AJ1464'16.7 MI (26.9 KM) NORTHEAST FROM THE CATHOLIC CHURCH IN SAN IGNACIO
 AJ1464'ALONG F.M. 3169 ON THE SOUTHEAST SIDE OF THE ROAD. IN TOP OF A
 AJ1464'CONCRETE POST PROJECTING 0.5 IN ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0932 ***********************************************************************
 AE0932  DESIGNATION -  D 794
 AE0932  PID         -  AE0932
 AE0932  STATE/COUNTY-  TX/JIM HOGG
 AE0932  USGS QUAD   -  BORREGOS RANCH (1993)
 AE0932
 AE0932                         *CURRENT SURVEY CONTROL
 AE0932  ___________________________________________________________________
 AE0932* NAD 83(1986)-  26 51 21.     (N)    098 40 28.     (W)     SCALED    
 AE0932* NAVD 88     -       159.767  (meters)     524.17   (feet)  ADJUSTED  
 AE0932  ___________________________________________________________________
 AE0932  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AE0932  DYNAMIC HT  -         159.505 (meters)     523.31  (feet)  COMP
 AE0932  MODELED GRAV-     979,007.2   (mgal)                       NAVD 88
 AE0932
 AE0932  VERT ORDER  -  SECOND    CLASS 0
 AE0932
 AE0932.The horizontal coordinates were scaled from a topographic map and have
 AE0932.an estimated accuracy of +/- 6 seconds.
 AE0932
 AE0932.The orthometric height was determined by differential leveling
 AE0932.and adjusted by the National Geodetic Survey in June 1991..
 AE0932
 AE0932.The geoid height was determined by GEOID03.
 AE0932
 AE0932.The dynamic height is computed by dividing the NAVD 88
 AE0932.geopotential number by the normal gravity value computed on the
 AE0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0932.degrees latitude (g = 980.6199 gals.).
 AE0932
 AE0932.The modeled gravity was interpolated from observed gravity values.
 AE0932
 AE0932;                    North         East    Units  Estimated Accuracy
 AE0932;SPC TX S     - 5,131,760.      282,670.      MT  (+/- 180 meters Scaled)
 AE0932
 AE0932                          SUPERSEDED SURVEY CONTROL
 AE0932
 AE0932  NGVD 29 (??/??/92)  159.807  (m)          524.30   (f) ADJ UNCH    2 0
 AE0932
 AE0932.Superseded values are not recommended for survey control.
 AE0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0932.See file dsdata.txt to determine how the superseded data were derived.
 AE0932
 AE0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ323705(NAD 83)
 AE0932_MARKER: DB = BENCH MARK DISK
 AE0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0932_STAMPING: D 794 1943
 AE0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0932+STABILITY: SURFACE MOTION
 AE0932
 AE0932  HISTORY     - Date     Condition        Report By
 AE0932  HISTORY     - 1943     MONUMENTED       CGS
 AE0932
 AE0932                          STATION DESCRIPTION
 AE0932
 AE0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0932'7.8 MI SW FROM AGUA NUEVA.
 AE0932'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY - HEBBRONVILLE ROAD
 AE0932'AND A DIRT TRACK ROAD LEADING WEST THROUGH THE BORREGOS RANCH (3.9
 AE0932'MILES SOUTH OF THE POST OFFICE AT AGUA NUEVA), PROCEED 3.9 MILES
 AE0932'WESTERLY ALONG A DIRT TRACK ROAD TO THE BORREGOS RANCH HOUSE AND SITE
 AE0932'OF BENCH MARK.  BENCH MARK IS 0.1 MILE EAST OF THE BORREGOS RANCH
 AE0932'HOUSE.  IT IS 10.0 FEET SOUTH OF AND ABOUT 1.5 FOOT ABOVE THE
 AE0932'CENTERLINE OF THE ROAD, 0.6 FOOT NORTH OF A FENCE LINE RUNNING EAST
 AE0932'AND WEST.  MONUMENT IS 3.0 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0932'POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0905 ***********************************************************************
 AJ0905  DESIGNATION -  D 795
 AJ0905  PID         -  AJ0905
 AJ0905  STATE/COUNTY-  TX/WEBB
 AJ0905  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0905
 AJ0905                         *CURRENT SURVEY CONTROL
 AJ0905  ___________________________________________________________________
 AJ0905* NAD 83(1986)-  27 17 39.     (N)    099 19 10.     (W)     SCALED    
 AJ0905* NAVD 88     -       129.939  (meters)     426.31   (feet)  ADJUSTED  
 AJ0905  ___________________________________________________________________
 AJ0905  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AJ0905  DYNAMIC HT  -         129.731 (meters)     425.63  (feet)  COMP
 AJ0905  MODELED GRAV-     979,048.9   (mgal)                       NAVD 88
 AJ0905
 AJ0905  VERT ORDER  -  SECOND    CLASS 0
 AJ0905
 AJ0905.The horizontal coordinates were scaled from a topographic map and have
 AJ0905.an estimated accuracy of +/- 6 seconds.
 AJ0905
 AJ0905.The orthometric height was determined by differential leveling
 AJ0905.and adjusted by the National Geodetic Survey in June 1991..
 AJ0905
 AJ0905.The geoid height was determined by GEOID03.
 AJ0905
 AJ0905.The dynamic height is computed by dividing the NAVD 88
 AJ0905.geopotential number by the normal gravity value computed on the
 AJ0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0905.degrees latitude (g = 980.6199 gals.).
 AJ0905
 AJ0905.The modeled gravity was interpolated from observed gravity values.
 AJ0905
 AJ0905;                    North         East    Units  Estimated Accuracy
 AJ0905;SPC TX S     - 5,180,580.      218,890.      MT  (+/- 180 meters Scaled)
 AJ0905
 AJ0905                          SUPERSEDED SURVEY CONTROL
 AJ0905
 AJ0905  NGVD 29 (??/??/92)  130.002  (m)          426.51   (f) ADJ UNCH    2 0
 AJ0905
 AJ0905.Superseded values are not recommended for survey control.
 AJ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0905.See file dsdata.txt to determine how the superseded data were derived.
 AJ0905
 AJ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR683190(NAD 83)
 AJ0905_MARKER: DB = BENCH MARK DISK
 AJ0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0905_STAMPING: D 795 1943
 AJ0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0905+STABILITY: SURFACE MOTION
 AJ0905
 AJ0905  HISTORY     - Date     Condition        Report By
 AJ0905  HISTORY     - 1943     MONUMENTED       CGS
 AJ0905  HISTORY     - 1975     GOOD             USGS
 AJ0905
 AJ0905                          STATION DESCRIPTION
 AJ0905
 AJ0905'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0905'20.6 MI S FROM LAREDO.
 AJ0905'LAREDO, JCT U.S. HWY 83 AND STATE HWY 359, 7.1 MI. SOUTH ALONG HWY 83,
 AJ0905'THENCE EAST AND SE. 11.0 MI ALONG A PAVED RD TO THE END OF THE
 AJ0905'PAVEMENT, CONTINUE SE. ALONG A GRAVEL RD. FOR 1.9 MI. TO A BRIDGE,
 AJ0905'CONTINUE EAST ALONG THE RD. 0.4 MI. TO A RD. JCT. THENCE 0.45 MI. SE.
 AJ0905'ALONG A GRAVEL RD. CONTINUE 1.1 MI. EAST ALONG THE RD.  0.2 MI. WEST
 AJ0905'OF RANCH BLDGS, 39 FT. SOUTH OF THE CENTERLINE OF THE RD.  LEVEL WITH
 AJ0905'THE RD.  A STANDARD TABLET STAMPED D 795 1943 SET IN A CONCRETE POST
 AJ0905'PROJECTING 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0614 ***********************************************************************
 AJ0614  DESIGNATION -  D 796
 AJ0614  PID         -  AJ0614
 AJ0614  STATE/COUNTY-  TX/JIM HOGG
 AJ0614  USGS QUAD   -  RANDADO (1972)
 AJ0614
 AJ0614                         *CURRENT SURVEY CONTROL
 AJ0614  ___________________________________________________________________
 AJ0614* NAD 83(1986)-  27 02 09.     (N)    098 53 35.     (W)     SCALED    
 AJ0614* NAVD 88     -       187.729  (meters)     615.91   (feet)  ADJUSTED  
 AJ0614  ___________________________________________________________________
 AJ0614  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AJ0614  DYNAMIC HT  -         187.424 (meters)     614.91  (feet)  COMP
 AJ0614  MODELED GRAV-     979,017.3   (mgal)                       NAVD 88
 AJ0614
 AJ0614  VERT ORDER  -  SECOND    CLASS 0
 AJ0614
 AJ0614.The horizontal coordinates were scaled from a topographic map and have
 AJ0614.an estimated accuracy of +/- 6 seconds.
 AJ0614
 AJ0614.The orthometric height was determined by differential leveling
 AJ0614.and adjusted by the National Geodetic Survey in June 1991..
 AJ0614
 AJ0614.The geoid height was determined by GEOID03.
 AJ0614
 AJ0614.The dynamic height is computed by dividing the NAVD 88
 AJ0614.geopotential number by the normal gravity value computed on the
 AJ0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0614.degrees latitude (g = 980.6199 gals.).
 AJ0614
 AJ0614.The modeled gravity was interpolated from observed gravity values.
 AJ0614
 AJ0614;                    North         East    Units  Estimated Accuracy
 AJ0614;SPC TX S     - 5,151,750.      261,000.      MT  (+/- 180 meters Scaled)
 AJ0614
 AJ0614                          SUPERSEDED SURVEY CONTROL
 AJ0614
 AJ0614  NGVD 29 (??/??/92)  187.74   (m)          615.9    (f) COMPUTED    2 0
 AJ0614
 AJ0614.Superseded values are not recommended for survey control.
 AJ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0614.See file dsdata.txt to determine how the superseded data were derived.
 AJ0614
 AJ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ106904(NAD 83)
 AJ0614_MARKER: DB = BENCH MARK DISK
 AJ0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0614_STAMPING: D 796 1943
 AJ0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0614+STABILITY: SURFACE MOTION
 AJ0614
 AJ0614  HISTORY     - Date     Condition        Report By
 AJ0614  HISTORY     - 1943     MONUMENTED       CGS
 AJ0614
 AJ0614                          STATION DESCRIPTION
 AJ0614
 AJ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0614'3.0 MI S FROM RANDADO.
 AJ0614'TO REACH FROM THE SCHOOL BUILDING AT RANDADO, PROCEED 3.0 MILES
 AJ0614'SOUTHERLY ALONG THE RIO GRANDE CITY ROAD TO SITE OF BENCH MARK. BENCH
 AJ0614'MARK IS 27.5 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0614'CENTERLINE OF THE ROAD, 0.5 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.
 AJ0614'MONUMENT IS 2.8 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AJ0614'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0615 ***********************************************************************
 AJ0615  DESIGNATION -  D 796 RESET 1948
 AJ0615  PID         -  AJ0615
 AJ0615  STATE/COUNTY-  TX/JIM HOGG
 AJ0615  USGS QUAD   -  RANDADO (1972)
 AJ0615
 AJ0615                         *CURRENT SURVEY CONTROL
 AJ0615  ___________________________________________________________________
 AJ0615* NAD 83(1986)-  27 02 09.     (N)    098 53 35.     (W)     SCALED    
 AJ0615* NAVD 88     -       187.73   (meters)     615.9    (feet)  RESET     
 AJ0615  ___________________________________________________________________
 AJ0615  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AJ0615
 AJ0615  VERT ORDER  -  THIRD
 AJ0615
 AJ0615.The horizontal coordinates were scaled from a topographic map and have
 AJ0615.an estimated accuracy of +/- 6 seconds.
 AJ0615
 AJ0615.The orthometric height was computed from unverified reset data.
 AJ0615
 AJ0615.The geoid height was determined by GEOID03.
 AJ0615
 AJ0615;                    North         East    Units  Estimated Accuracy
 AJ0615;SPC TX S     - 5,151,750.      261,000.      MT  (+/- 180 meters Scaled)
 AJ0615
 AJ0615                          SUPERSEDED SURVEY CONTROL
 AJ0615
 AJ0615.No superseded survey control is available for this station.
 AJ0615
 AJ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ106904(NAD 83)
 AJ0615_MARKER: DB = BENCH MARK DISK
 AJ0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0615_STAMPING: D 796 RESET 1948
 AJ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0615+STABILITY: SURFACE MOTION
 AJ0615
 AJ0615  HISTORY     - Date     Condition        Report By
 AJ0615  HISTORY     - 1948     MONUMENTED       TXHD
 AJ0615  HISTORY     - 1949     GOOD             TXHD
 AJ0615  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0615
 AJ0615                          STATION DESCRIPTION
 AJ0615
 AJ0615'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AJ0615'3.0 MI S FROM RANDADO.
 AJ0615'3.0 MILES SOUTH ALONG FARM-TO-MARKET ROAD 649 FROM THE JUNCTION OF
 AJ0615'FARM-TO-MARKET ROAD 496 AT RANDADO, JIM HOGG COUNTY, 40 FEET WEST OF
 AJ0615'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED D 796 RESET
 AJ0615'1948 AND SET IN THE TOP OF A CONCRETE POST.
 AJ0615
 AJ0615                          STATION RECOVERY (1972)
 AJ0615
 AJ0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0004 ***********************************************************************
 AY0004  DESIGNATION -  D 797
 AY0004  PID         -  AY0004
 AY0004  STATE/COUNTY-  TX/COMAL
 AY0004  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0004
 AY0004                         *CURRENT SURVEY CONTROL
 AY0004  ___________________________________________________________________
 AY0004* NAD 83(1986)-  29 40 10.     (N)    098 10 18.     (W)     SCALED    
 AY0004* NAVD 88     -       198.206  (meters)     650.28   (feet)  POSTED    
 AY0004  ___________________________________________________________________
 AY0004  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY0004  DYNAMIC HT  -         197.920 (meters)     649.34  (feet)  COMP
 AY0004  MODELED GRAV-     979,195.6   (mgal)                       NAVD 88
 AY0004
 AY0004  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0004
 AY0004.The horizontal coordinates were scaled from a topographic map and have
 AY0004.an estimated accuracy of +/- 6 seconds.
 AY0004
 AY0004.The orthometric height was determined by differential leveling
 AY0004.and adjusted by the National Geodetic Survey in 1992..
 AY0004.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0004.rate of 2.1 thru 3.0 mm/km.
 AY0004
 AY0004.The geoid height was determined by GEOID03.
 AY0004
 AY0004.The dynamic height is computed by dividing the NAVD 88
 AY0004.geopotential number by the normal gravity value computed on the
 AY0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0004.degrees latitude (g = 980.6199 gals.).
 AY0004
 AY0004.The modeled gravity was interpolated from observed gravity values.
 AY0004
 AY0004;                    North         East    Units  Estimated Accuracy
 AY0004;SPC TXSC     - 4,203,780.      680,180.      MT  (+/- 180 meters Scaled)
 AY0004
 AY0004                          SUPERSEDED SURVEY CONTROL
 AY0004
 AY0004  NGVD 29 (??/??/92)  198.115  (m)          649.98   (f) ADJ UNCH    1 2
 AY0004
 AY0004.Superseded values are not recommended for survey control.
 AY0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0004.See file dsdata.txt to determine how the superseded data were derived.
 AY0004
 AY0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT801824(NAD 83)
 AY0004_MARKER: DB = BENCH MARK DISK
 AY0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0004_STAMPING: D 797 1943
 AY0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0004+STABILITY: SURFACE MOTION
 AY0004
 AY0004  HISTORY     - Date     Condition        Report By
 AY0004  HISTORY     - 1943     MONUMENTED       CGS
 AY0004  HISTORY     - 1957     GOOD             DOD
 AY0004  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0004  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0004  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0004
 AY0004                          STATION DESCRIPTION
 AY0004
 AY0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0004'3.7 MI SW FROM NEW BRAUNFELS.
 AY0004'3.7 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0004'FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 8 POLES NORTHEAST OF
 AY0004'MILEPOST 1007, AT AN ASPHALT-ROAD CROSSING, 21 FEET SOUTHWEST OF THE
 AY0004'CENTERLINE OF THE ROAD, 30.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AY0004'TRACK, 3 FEET SOUTHWEST OF A POLE, 3 FEET NORTHEAST OF A WHITE WOODEN
 AY0004'WITNESS POST, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, SET
 AY0004'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AY0004
 AY0004                          STATION RECOVERY (1957)
 AY0004
 AY0004'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0004'RECOVERED IN GOOD CONDITION.
 AY0004
 AY0004                          STATION RECOVERY (1980)
 AY0004
 AY0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0004'SEARCHED FOR, NOT RECOVERED.
 AY0004
 AY0004                          STATION RECOVERY (1988)
 AY0004
 AY0004'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 AY0004'MARK NOT FOUND.
 AY0004
 AY0004                          STATION RECOVERY (1999)
 AY0004
 AY0004'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0715 ***********************************************************************
 AY0715  DESIGNATION -  D 799
 AY0715  PID         -  AY0715
 AY0715  STATE/COUNTY-  TX/BEXAR
 AY0715  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0715
 AY0715                         *CURRENT SURVEY CONTROL
 AY0715  ___________________________________________________________________
 AY0715* NAD 83(1986)-  29 26 11.     (N)    098 30 43.     (W)     SCALED    
 AY0715* NAVD 88     -       203.910  (meters)     668.99   (feet)  ADJUSTED  
 AY0715  ___________________________________________________________________
 AY0715  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AY0715  DYNAMIC HT  -         203.613 (meters)     668.02  (feet)  COMP
 AY0715  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AY0715
 AY0715  VERT ORDER  -  FIRST     CLASS II
 AY0715
 AY0715.The horizontal coordinates were scaled from a topographic map and have
 AY0715.an estimated accuracy of +/- 6 seconds.
 AY0715
 AY0715.The orthometric height was determined by differential leveling
 AY0715.and adjusted by the National Geodetic Survey in June 1991..
 AY0715
 AY0715.The geoid height was determined by GEOID03.
 AY0715
 AY0715.The dynamic height is computed by dividing the NAVD 88
 AY0715.geopotential number by the normal gravity value computed on the
 AY0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0715.degrees latitude (g = 980.6199 gals.).
 AY0715
 AY0715.The modeled gravity was interpolated from observed gravity values.
 AY0715
 AY0715;                    North         East    Units  Estimated Accuracy
 AY0715;SPC TXSC     - 4,177,760.      647,350.      MT  (+/- 180 meters Scaled)
 AY0715
 AY0715                          SUPERSEDED SURVEY CONTROL
 AY0715
 AY0715  NGVD 29 (??/??/92)  203.786  (m)          668.59   (f) ADJ UNCH    1 2
 AY0715
 AY0715.Superseded values are not recommended for survey control.
 AY0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0715.See file dsdata.txt to determine how the superseded data were derived.
 AY0715
 AY0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT473564(NAD 83)
 AY0715_MARKER: DB = BENCH MARK DISK
 AY0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0715_STAMPING: D 799 1943
 AY0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0715+STABILITY: SURFACE MOTION
 AY0715
 AY0715  HISTORY     - Date     Condition        Report By
 AY0715  HISTORY     - 1943     MONUMENTED       CGS
 AY0715  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0715  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0715  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0715  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0715  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 AY0715
 AY0715                          STATION DESCRIPTION
 AY0715
 AY0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0715'IN SAN ANTONIO.
 AY0715'TO REACH FROM THE MISSOURI, KANSAS, AND TEXAS RAILROAD STATION AT SAN
 AY0715'ANTONIO PROCEED 1 BLOCK WEST ALONG WEST COMMERCE STREET TO THE
 AY0715'SOUTHERN PACIFIC RAILROAD, THENCE 0.9 MILE NORTHERLY ALONG THE
 AY0715'SOUTHERN PACIFIC RAILROAD TO THE BRAZOS STREET CROSSING AND SITE OF
 AY0715'BENCH MARK.  BENCH MARK IS 2 TELEGRAPH POLES NORTHWEST OF MILE POST
 AY0715'NO. 240, 105.0 FEET SOUTHEAST OF THE CENTERLINE OF BRAZOS STREET
 AY0715'CROSSING.  IT IS 19.5 FEET SOUTHWEST OF AND ABOUT 0.6 FOOT BELOW THE
 AY0715'CENTERLINE OF TRACKS.  MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH
 AY0715'WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
 AY0715
 AY0715                          STATION RECOVERY (1967)
 AY0715
 AY0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0715'MARK NOT FOUND.
 AY0715
 AY0715                          STATION RECOVERY (1982)
 AY0715
 AY0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0715'MARK NOT RECOVERED THIS DATE, THE MARK WAS SEARCHED FOR AND APPEARS TO
 AY0715'BE UNDER A LARGE PILE OF TREES AND BRUSH.
 AY0715
 AY0715                          STATION RECOVERY (1989)
 AY0715
 AY0715'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0715'MARK NOT FOUND.
 AY0715
 AY0715                          STATION RECOVERY (1999)
 AY0715
 AY0715'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0715'MARK NOT FOUND.
 AY0715
 AY0715                          STATION RECOVERY (2003)
 AY0715
 AY0715'RECOVERY NOTE BY US POWER SQUADRON 2003
 AY0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0823 ***********************************************************************
 AB0823  DESIGNATION -  D 8
 AB0823  PID         -  AB0823
 AB0823  STATE/COUNTY-  TX/CAMERON
 AB0823  USGS QUAD   -  HARLINGEN (1983)
 AB0823
 AB0823                         *CURRENT SURVEY CONTROL
 AB0823  ___________________________________________________________________
 AB0823* NAD 83(1986)-  26 08 37.     (N)    097 43 04.     (W)     SCALED    
 AB0823* NAVD 88     -        14.993  (meters)      49.19   (feet)  ADJUSTED  
 AB0823  ___________________________________________________________________
 AB0823  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0823  DYNAMIC HT  -          14.969 (meters)      49.11  (feet)  COMP
 AB0823  MODELED GRAV-     979,028.6   (mgal)                       NAVD 88
 AB0823
 AB0823  VERT ORDER  -  SECOND    CLASS 0
 AB0823
 AB0823.The horizontal coordinates were scaled from a topographic map and have
 AB0823.an estimated accuracy of +/- 6 seconds.
 AB0823
 AB0823.The orthometric height was determined by differential leveling
 AB0823.and adjusted by the National Geodetic Survey in June 1991..
 AB0823
 AB0823.The geoid height was determined by GEOID03.
 AB0823
 AB0823.The dynamic height is computed by dividing the NAVD 88
 AB0823.geopotential number by the normal gravity value computed on the
 AB0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0823.degrees latitude (g = 980.6199 gals.).
 AB0823
 AB0823.The modeled gravity was interpolated from observed gravity values.
 AB0823
 AB0823;                    North         East    Units  Estimated Accuracy
 AB0823;SPC TX S     - 5,053,090.      378,220.      MT  (+/- 180 meters Scaled)
 AB0823
 AB0823                          SUPERSEDED SURVEY CONTROL
 AB0823
 AB0823  NGVD 29 (??/??/92)   15.103  (m)           49.55   (f) ADJ UNCH    2 0
 AB0823
 AB0823.Superseded values are not recommended for survey control.
 AB0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0823.See file dsdata.txt to determine how the superseded data were derived.
 AB0823
 AB0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP281922(NAD 83)
 AB0823_MARKER: DD = SURVEY DISK
 AB0823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0823_SP_SET: CULVERT
 AB0823_STAMPING: D 8 49.36
 AB0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0823
 AB0823  HISTORY     - Date     Condition        Report By
 AB0823  HISTORY     - UNK      MONUMENTED
 AB0823  HISTORY     - 1942     GOOD             NGS
 AB0823  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0823
 AB0823                          STATION DESCRIPTION
 AB0823
 AB0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0823'3.8 MI N FROM RANGERVILLE.
 AB0823'3.8 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0823'RANGERVILLE, CAMERON COUNTY, 64 FEET SOUTHEAST ACROSS THE ROAD FROM
 AB0823'REA CO-OP POLE NO. 15-138, AT THE JUNCTION OF A DIRT ROAD LEADING
 AB0823'EAST, 60 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 15.5 FEET EAST
 AB0823'OF THE CENTERLINE OF THE PAVED ROAD, AT A CONCRETE CULVERT UNDER THE
 AB0823'COUNTY ROAD, IN THE CENTER OF THE TOP OF THE EAST HEADWALL, AND ABOUT
 AB0823'3 FEET HIGHER THAN THE ROAD.  A CAMERON COUNTY STANDARD DISK, STAMPED
 AB0823'D 8 49.36.
 AB0823
 AB0823                          STATION RECOVERY (1987)
 AB0823
 AB0823'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1009 ***********************************************************************
 AE1009  DESIGNATION -  D 8 IBWC
 AE1009  PID         -  AE1009
 AE1009  STATE/COUNTY-  TX/STARR
 AE1009  USGS QUAD   -  SALINENO (1980)
 AE1009
 AE1009                         *CURRENT SURVEY CONTROL
 AE1009  ___________________________________________________________________
 AE1009* NAD 83(1986)-  26 33 47.     (N)    099 07 30.     (W)     SCALED    
 AE1009* NAVD 88     -        95.531  (meters)     313.42   (feet)  ADJUSTED  
 AE1009  ___________________________________________________________________
 AE1009  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AE1009  DYNAMIC HT  -          95.374 (meters)     312.91  (feet)  COMP
 AE1009  MODELED GRAV-     979,011.1   (mgal)                       NAVD 88
 AE1009
 AE1009  VERT ORDER  -  FIRST     CLASS II
 AE1009
 AE1009.The horizontal coordinates were scaled from a topographic map and have
 AE1009.an estimated accuracy of +/- 6 seconds.
 AE1009
 AE1009.The orthometric height was determined by differential leveling
 AE1009.and adjusted by the National Geodetic Survey in June 1991..
 AE1009
 AE1009.The geoid height was determined by GEOID03.
 AE1009
 AE1009.The dynamic height is computed by dividing the NAVD 88
 AE1009.geopotential number by the normal gravity value computed on the
 AE1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1009.degrees latitude (g = 980.6199 gals.).
 AE1009
 AE1009.The modeled gravity was interpolated from observed gravity values.
 AE1009
 AE1009;                    North         East    Units  Estimated Accuracy
 AE1009;SPC TX S     - 5,099,470.      237,730.      MT  (+/- 180 meters Scaled)
 AE1009
 AE1009                          SUPERSEDED SURVEY CONTROL
 AE1009
 AE1009  NGVD 29 (??/??/92)   95.580  (m)          313.58   (f) ADJ UNCH    1 2
 AE1009
 AE1009.Superseded values are not recommended for survey control.
 AE1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1009.See file dsdata.txt to determine how the superseded data were derived.
 AE1009
 AE1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ875380(NAD 83)
 AE1009_MARKER: DD = SURVEY DISK
 AE1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1009_STAMPING: D - 8
 AE1009_MARK LOGO: IBWC  
 AE1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1009+STABILITY: SURFACE MOTION
 AE1009
 AE1009  HISTORY     - Date     Condition        Report By
 AE1009  HISTORY     - UNK      MONUMENTED       IBWC
 AE1009  HISTORY     - 1956     GOOD             NGS
 AE1009  HISTORY     - 1981     GOOD             NGS
 AE1009
 AE1009                          STATION DESCRIPTION
 AE1009
 AE1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1009'IN FALCON HIGHTS.
 AE1009'AT FALCON HIGHTS, 177 FEET SOUTHWEST OF AND ACROSS FARM ROAD 2098 FROM
 AE1009'THE POST OFFICE AND SHOPPING CENTER, 52 FEET WEST OF THE CENTER LINE
 AE1009'OF THE FARM ROAD, 0.8 FOOT SOUTHEAST OF A FENCE CORNER, 2.4 FEET SOUTH
 AE1009'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AE1009'0.3 FOOT ABOVE THE GROUND.
 AE1009
 AE1009                          STATION RECOVERY (1981)
 AE1009
 AE1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1009'RECOVERED THIS DATE, NOTE, IN FALCON HEIGHTS 0.16 KM (0.1 MI)
 AE1009'SOUTH OF JUNCTION OF PARK ROAD 46 AND FARM ROAD 2098, A NEW POST
 AE1009'OFFICE HAS BEEN BUILT, 0.16 KM (0.1 MI) SOUTH OF THE ORIGINAL
 AE1009'DESCRIPTION.
 AE1009'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0173 ***********************************************************************
 AZ0173  DESIGNATION -  D 80
 AZ0173  PID         -  AZ0173
 AZ0173  STATE/COUNTY-  TX/VAL VERDE
 AZ0173  USGS QUAD   -  DEL RIO NW (1972)
 AZ0173
 AZ0173                         *CURRENT SURVEY CONTROL
 AZ0173  ___________________________________________________________________
 AZ0173* NAD 83(1986)-  29 24 20.     (N)    100 54 15.     (W)     SCALED    
 AZ0173* NAVD 88     -       319.165  (meters)    1047.13   (feet)  POSTED    
 AZ0173  ___________________________________________________________________
 AZ0173  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0173  DYNAMIC HT  -         318.700 (meters)    1045.60  (feet)  COMP
 AZ0173  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0173
 AZ0173  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0173
 AZ0173.The horizontal coordinates were scaled from a topographic map and have
 AZ0173.an estimated accuracy of +/- 6 seconds.
 AZ0173
 AZ0173.The orthometric height was determined by differential leveling
 AZ0173.and adjusted by the National Geodetic Survey in 1992..
 AZ0173.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0173.rate of 1.1 thru 2.0 mm/km.
 AZ0173
 AZ0173.The geoid height was determined by GEOID03.
 AZ0173
 AZ0173.The dynamic height is computed by dividing the NAVD 88
 AZ0173.geopotential number by the normal gravity value computed on the
 AZ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0173.degrees latitude (g = 980.6199 gals.).
 AZ0173
 AZ0173.The modeled gravity was interpolated from observed gravity values.
 AZ0173
 AZ0173;                    North         East    Units  Estimated Accuracy
 AZ0173;SPC TXSC     - 4,175,750.      415,220.      MT  (+/- 180 meters Scaled)
 AZ0173
 AZ0173                          SUPERSEDED SURVEY CONTROL
 AZ0173
 AZ0173  NGVD 29 (??/??/92)  319.122  (m)         1046.99   (f) ADJ UNCH    1 2
 AZ0173
 AZ0173.Superseded values are not recommended for survey control.
 AZ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0173.See file dsdata.txt to determine how the superseded data were derived.
 AZ0173
 AZ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT152544(NAD 83)
 AZ0173_MARKER: DB = BENCH MARK DISK
 AZ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0173_STAMPING: 1046.986 D 80 1931
 AZ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0173+STABILITY: SURFACE MOTION
 AZ0173
 AZ0173  HISTORY     - Date     Condition        Report By
 AZ0173  HISTORY     - 1931     MONUMENTED       CGS
 AZ0173  HISTORY     - 1957     MARK NOT FOUND   NGS
 AZ0173
 AZ0173                          STATION DESCRIPTION
 AZ0173
 AZ0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0173'3.3 MI N FROM DEL RIO.
 AZ0173'3.3 MILES NORTH ALONG U. S. HIGHWAY 277 FROM DEL RIO, VAL VERDE
 AZ0173'COUNTY, 32.8 FEET WEST OF THE HIGHWAY, AND 1 FOOT NORTH OF AN EAST AND
 AZ0173'WEST FENCE.  A STANDARD DISK, STAMPED 1046.986 D 80 1931 AND SET IN
 AZ0173'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND. NOTE--
 AZ0173'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION AND IT APPEARS THAT THE
 AZ0173'MARK WAS PROBABLY DESTROYED.  A POINT 32.8 FEET WEST OF THE CENTER
 AZ0173'LINE OF THE HIGHWAY WOULD BE IN THE PRESENT DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1092 ***********************************************************************
 AE1092  DESIGNATION -  D 800
 AE1092  PID         -  AE1092
 AE1092  STATE/COUNTY-  TX/ZAPATA
 AE1092  USGS QUAD   -  ZAPATA SE (1979)
 AE1092
 AE1092                         *CURRENT SURVEY CONTROL
 AE1092  ___________________________________________________________________
 AE1092* NAD 83(1986)-  26 50 26.     (N)    099 15 27.     (W)     SCALED    
 AE1092* NAVD 88     -       102.649  (meters)     336.77   (feet)  ADJUSTED  
 AE1092  ___________________________________________________________________
 AE1092  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AE1092  DYNAMIC HT  -         102.484 (meters)     336.23  (feet)  COMP
 AE1092  MODELED GRAV-     979,032.6   (mgal)                       NAVD 88
 AE1092
 AE1092  VERT ORDER  -  FIRST     CLASS II
 AE1092
 AE1092.The horizontal coordinates were scaled from a topographic map and have
 AE1092.an estimated accuracy of +/- 6 seconds.
 AE1092
 AE1092.The orthometric height was determined by differential leveling
 AE1092.and adjusted by the National Geodetic Survey in June 1991..
 AE1092
 AE1092.The geoid height was determined by GEOID03.
 AE1092
 AE1092.The dynamic height is computed by dividing the NAVD 88
 AE1092.geopotential number by the normal gravity value computed on the
 AE1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1092.degrees latitude (g = 980.6199 gals.).
 AE1092
 AE1092.The modeled gravity was interpolated from observed gravity values.
 AE1092
 AE1092;                    North         East    Units  Estimated Accuracy
 AE1092;SPC TX S     - 5,130,280.      224,720.      MT  (+/- 180 meters Scaled)
 AE1092
 AE1092                          SUPERSEDED SURVEY CONTROL
 AE1092
 AE1092  NGVD 29 (??/??/92)  102.701  (m)          336.94   (f) ADJ UNCH    1 2
 AE1092
 AE1092.Superseded values are not recommended for survey control.
 AE1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1092.See file dsdata.txt to determine how the superseded data were derived.
 AE1092
 AE1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ744688(NAD 83)
 AE1092_MARKER: DB = BENCH MARK DISK
 AE1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1092_STAMPING: D 800 1943
 AE1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1092+STABILITY: SURFACE MOTION
 AE1092
 AE1092  HISTORY     - Date     Condition        Report By
 AE1092  HISTORY     - 1943     MONUMENTED       CGS
 AE1092  HISTORY     - 1975     GOOD             USGS
 AE1092
 AE1092                          STATION DESCRIPTION
 AE1092
 AE1092'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AE1092'7.6 MI S FROM ZAPATA.
 AE1092'FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 16 IN ZAPATA
 AE1092'PROCEED SE ALONG U.S. 83 FOR 5.2 MI. TO WIRE GATE ON RIGHT, THENCE
 AE1092'RIGHT THRU GATE ON TRACK ROAD SW 1.2 TO GATE, CONTINUE THRU GATE 1.2
 AE1092'TO OLD U.S. 83, THENCE LEFT ON OLD U.S. 83 FOR 0.2 MI.  BM IS ONE FT.
 AE1092'SW OF THE FENCE, 61 FT. NE OF CENTERLINE OF ROAD AND ABOUT 180 FT. SE
 AE1092'OF A HUNTERS CAMP.  BM IS A STANDARD CAP SET IN CONCRETE POST
 AE1092'PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4213 ***********************************************************************
 AW4213  DESIGNATION -  D 802
 AW4213  PID         -  AW4213
 AW4213  STATE/COUNTY-  TX/FORT BEND
 AW4213  USGS QUAD   -  GUY (1980)
 AW4213
 AW4213                         *CURRENT SURVEY CONTROL
 AW4213  ___________________________________________________________________
 AW4213* NAD 83(1986)-  29 18 20.     (N)    095 50 00.     (W)     SCALED    
 AW4213* NAVD 88     -        19.70   (+/-2cm)      64.6    (feet)  VERTCON   
 AW4213  ___________________________________________________________________
 AW4213  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW4213
 AW4213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4213
 AW4213.The horizontal coordinates were scaled from a topographic map and have
 AW4213.an estimated accuracy of +/- 6 seconds.
 AW4213
 AW4213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4213.The vertical order pertains to the NGVD 29 superseded value.
 AW4213
 AW4213.The geoid height was determined by GEOID03.
 AW4213
 AW4213;                    North         East    Units  Estimated Accuracy
 AW4213;SPC TXSC     - 4,167,330.      907,570.      MT  (+/- 180 meters Scaled)
 AW4213
 AW4213                          SUPERSEDED SURVEY CONTROL
 AW4213
 AW4213  NGVD 29 (??/??/92)   19.701  (m)           64.64   (f) ADJ UNCH    2 0
 AW4213
 AW4213.Superseded values are not recommended for survey control.
 AW4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4213.See file dsdata.txt to determine how the superseded data were derived.
 AW4213
 AW4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN247451(NAD 83)
 AW4213_MARKER: DB = BENCH MARK DISK
 AW4213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4213_STAMPING: D 802 1943
 AW4213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4213+STABILITY: SURFACE MOTION
 AW4213
 AW4213  HISTORY     - Date     Condition        Report By
 AW4213  HISTORY     - 1943     MONUMENTED       CGS
 AW4213
 AW4213                          STATION DESCRIPTION
 AW4213
 AW4213'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4213'4.0 MI SW FROM GUY.
 AW4213'TO REACH FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE
 AW4213'SANTA FE RAILROAD AT GUY.  PROCEED SOUTHWESTERLY 4.0 MILES ALONG THE
 AW4213'SANTA FE RAILROAD TO MILE POST NO. 14 AND SITE OF BENCH MARK.  BENCH
 AW4213'MARK IS ABOUT 0.5 MILE SOUTHWEST OF THE MOOREDALE SPUR TRACK AND
 AW4213'STOCK-LOADING PENS, 2 POLES NORTHEAST OF RAILROAD BRIDGE NO. 13-A,
 AW4213'51.0 FEET SOUTHEAST OF AND ABOUT 6.0 FEET BELOW THE CENTERLINE OF THE
 AW4213'TRACK, 18.0 FEET SOUTHEAST OF MILE POST NO. 14, 3.0 FEET SOUTHEAST OF
 AW4213'A RAILROAD RAIL DRIVEN VERTICALLY IN GROUND, 3.0 FEET SOUTHWEST OF A 4
 AW4213'BY 4 INCH WOODEN MARKER POST AND 1.0 FOOT SOUTHEAST OF RIGHT-OF-WAY
 AW4213'FENCE.  MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4087 ***********************************************************************
 AW4087  DESIGNATION -  D 803
 AW4087  PID         -  AW4087
 AW4087  STATE/COUNTY-  TX/BRAZORIA
 AW4087  USGS QUAD   -  OTEY (1980)
 AW4087
 AW4087                         *CURRENT SURVEY CONTROL
 AW4087  ___________________________________________________________________
 AW4087* NAD 83(1986)-  29 18 05.     (N)    095 30 08.     (W)     SCALED    
 AW4087* NAVD 88     -        12.01   (+/-2cm)      39.4    (feet)  VERTCON   
 AW4087  ___________________________________________________________________
 AW4087  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW4087
 AW4087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4087
 AW4087.The horizontal coordinates were scaled from a topographic map and have
 AW4087.an estimated accuracy of +/- 6 seconds.
 AW4087
 AW4087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4087.The vertical order pertains to the NGVD 29 superseded value.
 AW4087
 AW4087.The geoid height was determined by GEOID03.
 AW4087
 AW4087;                    North         East    Units  Estimated Accuracy
 AW4087;SPC TXSC     - 4,167,780.      939,730.      MT  (+/- 180 meters Scaled)
 AW4087
 AW4087                          SUPERSEDED SURVEY CONTROL
 AW4087
 AW4087  NGVD 29 (??/??/92)   12.014  (m)           39.42   (f) ADJ UNCH    2 0
 AW4087
 AW4087.Superseded values are not recommended for survey control.
 AW4087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4087.See file dsdata.txt to determine how the superseded data were derived.
 AW4087
 AW4087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN569439(NAD 83)
 AW4087_MARKER: DB = BENCH MARK DISK
 AW4087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4087_STAMPING: D 803 1943
 AW4087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4087+STABILITY: SURFACE MOTION
 AW4087
 AW4087  HISTORY     - Date     Condition        Report By
 AW4087  HISTORY     - 1943     MONUMENTED       CGS
 AW4087
 AW4087                          STATION DESCRIPTION
 AW4087
 AW4087'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4087'3.9 MI W FROM BONNEY.
 AW4087'TO REACH FROM THE GENERAL STORE AT BONNEY.  PROCEED SOUTHERLY 0.9 MILE
 AW4087'ALONG STATE HIGHWAY NO. 288, THENCE WESTERLY 3.0 MILES ALONG THE
 AW4087'RAMSEY STATE PRISON FARM GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH
 AW4087'MARK IS ABOUT 0.3 MILE EAST OF A LARGE STOCK-LOADING CHUTE AND CORRAL,
 AW4087'215.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE, 97.0
 AW4087'FEET SOUTH OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE GRAVELED
 AW4087'ROAD, 14.0 FEET EAST OF A VERY LARGE LIVE-OAK TREE AND 3.0 FEET WEST
 AW4087'OF A 4 BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS ABOUT 0.3
 AW4087'FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0555 ***********************************************************************
 BM0555  DESIGNATION -  D 804
 BM0555  PID         -  BM0555
 BM0555  STATE/COUNTY-  TX/TRAVIS
 BM0555  USGS QUAD   -  AUSTIN EAST (1988)
 BM0555
 BM0555                         *CURRENT SURVEY CONTROL
 BM0555  ___________________________________________________________________
 BM0555* NAD 83(1986)-  30 16 53.     (N)    097 38 54.     (W)     SCALED    
 BM0555* NAVD 88     -       136.55   (+/-2cm)     448.0    (feet)  VERTCON   
 BM0555  ___________________________________________________________________
 BM0555  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BM0555
 BM0555  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0555
 BM0555.The horizontal coordinates were scaled from a topographic map and have
 BM0555.an estimated accuracy of +/- 6 seconds.
 BM0555
 BM0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0555.The vertical order pertains to the NGVD 29 superseded value.
 BM0555
 BM0555.The geoid height was determined by GEOID03.
 BM0555
 BM0555;                    North         East    Units  Estimated Accuracy
 BM0555;SPC TX C     - 3,071,260.      958,300.      MT  (+/- 180 meters Scaled)
 BM0555
 BM0555                          SUPERSEDED SURVEY CONTROL
 BM0555
 BM0555  NGVD 29 (??/??/92)  136.460  (m)          447.70   (f) ADJ UNCH    1 2
 BM0555
 BM0555.Superseded values are not recommended for survey control.
 BM0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0555.See file dsdata.txt to determine how the superseded data were derived.
 BM0555
 BM0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU300507(NAD 83)
 BM0555_MARKER: DB = BENCH MARK DISK
 BM0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0555_STAMPING: D 804 1953
 BM0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0555+STABILITY: SURFACE MOTION
 BM0555
 BM0555  HISTORY     - Date     Condition        Report By
 BM0555  HISTORY     - 1953     MONUMENTED       CGS
 BM0555  HISTORY     - 1966     MARK NOT FOUND   USGS
 BM0555  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0555  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0555
 BM0555                          STATION DESCRIPTION
 BM0555
 BM0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0555'6.45 MI E FROM AUSTIN.
 BM0555'6.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0555'STATION AT AUSTIN, 90 FEET NORTHWEST OF THE CENTER OF A PAVED ROAD
 BM0555'CROSSING, 46 FEET WEST OF THE WEST RAIL, 48 FEET NORTH OF THE CENTER
 BM0555'LINE OF A ROAD, 41.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE
 BM0555'108.33, 1.7 FEET SOUTH OF A FENCE, 2.6 FEET WEST OF A WITNESS POST, 6
 BM0555'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 BM0555'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0555
 BM0555                          STATION RECOVERY (1966)
 BM0555
 BM0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BM0555'MARK NOT FOUND.
 BM0555
 BM0555                          STATION RECOVERY (1990)
 BM0555
 BM0555'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWH)
 BM0555'MARK NOT FOUND.
 BM0555
 BM0555                          STATION RECOVERY (1999)
 BM0555
 BM0555'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0556 ***********************************************************************
 BM0556  DESIGNATION -  D 804 RESET 1957
 BM0556  PID         -  BM0556
 BM0556  STATE/COUNTY-  TX/TRAVIS
 BM0556  USGS QUAD   -  AUSTIN EAST (1988)
 BM0556
 BM0556                         *CURRENT SURVEY CONTROL
 BM0556  ___________________________________________________________________
 BM0556* NAD 83(1986)-  30 16 53.     (N)    097 38 55.     (W)     SCALED    
 BM0556* NAVD 88     -       136.27   (+/-2cm)     447.1    (feet)  VERTCON   
 BM0556  ___________________________________________________________________
 BM0556  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BM0556
 BM0556  VERT ORDER  -  THIRD (See Below)
 BM0556
 BM0556.The horizontal coordinates were scaled from a topographic map and have
 BM0556.an estimated accuracy of +/- 6 seconds.
 BM0556
 BM0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0556.The vertical order pertains to the NGVD 29 superseded value.
 BM0556
 BM0556.The geoid height was determined by GEOID03.
 BM0556
 BM0556;                    North         East    Units  Estimated Accuracy
 BM0556;SPC TX C     - 3,071,260.      958,270.      MT  (+/- 180 meters Scaled)
 BM0556
 BM0556                          SUPERSEDED SURVEY CONTROL
 BM0556
 BM0556  NGVD 29 (01/29/03)  136.18   (m)          446.8    (f) RESET       3  
 BM0556
 BM0556.Superseded values are not recommended for survey control.
 BM0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0556.See file dsdata.txt to determine how the superseded data were derived.
 BM0556
 BM0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU299507(NAD 83)
 BM0556_MARKER: DB = BENCH MARK DISK
 BM0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0556_STAMPING: D 804 RESET 1957
 BM0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0556+STABILITY: SURFACE MOTION
 BM0556
 BM0556  HISTORY     - Date     Condition        Report By
 BM0556  HISTORY     - 1957     MONUMENTED       TXHD
 BM0556  HISTORY     - 19860619 MARK NOT FOUND   USGS
 BM0556  HISTORY     - 19910222 MARK NOT FOUND   USPSQD
 BM0556  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 BM0556
 BM0556                          STATION DESCRIPTION
 BM0556
 BM0556'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 BM0556'6.45 MI E FROM AUSTIN.
 BM0556'6.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0556'STATION AT AUSTIN, 48 FEET NORTHWEST OF THE CENTER OF A PAVED ROAD
 BM0556'CROSSING (FM HWY. 969), 37.7 FEET WEST OF THE WEST RAIL, 33.7 FEET
 BM0556'SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE 108.33, 3 FEET SOUTH OF A
 BM0556'FENCE, 2 FEET EAST OF A WITNESS POST, 7 FEET BELOW THE TOP OF THE
 BM0556'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET.
 BM0556
 BM0556                          STATION RECOVERY (1986)
 BM0556
 BM0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0556'MARK NOT FOUND.
 BM0556
 BM0556                          STATION RECOVERY (1991)
 BM0556
 BM0556'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0556'MARK NOT FOUND.
 BM0556
 BM0556                          STATION RECOVERY (2004)
 BM0556
 BM0556'RECOVERY NOTE BY US POWER SQUADRON 2004 (REC)
 BM0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0407 ***********************************************************************
 BM0407  DESIGNATION -  D 805
 BM0407  PID         -  BM0407
 BM0407  STATE/COUNTY-  TX/BASTROP
 BM0407  USGS QUAD   -  ELGIN EAST (1982)
 BM0407
 BM0407                         *CURRENT SURVEY CONTROL
 BM0407  ___________________________________________________________________
 BM0407* NAD 83(1986)-  30 16 30.     (N)    097 20 40.     (W)     SCALED    
 BM0407* NAVD 88     -       155.01   (+/-2cm)     508.6    (feet)  VERTCON   
 BM0407  ___________________________________________________________________
 BM0407  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BM0407
 BM0407  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0407
 BM0407.The horizontal coordinates were scaled from a topographic map and have
 BM0407.an estimated accuracy of +/- 6 seconds.
 BM0407
 BM0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0407.The vertical order pertains to the NGVD 29 superseded value.
 BM0407
 BM0407.The geoid height was determined by GEOID03.
 BM0407
 BM0407;                    North         East    Units  Estimated Accuracy
 BM0407;SPC TX C     - 3,071,300.      987,540.      MT  (+/- 180 meters Scaled)
 BM0407
 BM0407                          SUPERSEDED SURVEY CONTROL
 BM0407
 BM0407  NGVD 29 (??/??/92)  154.940  (m)          508.33   (f) ADJ UNCH    1 2
 BM0407
 BM0407.Superseded values are not recommended for survey control.
 BM0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0407.See file dsdata.txt to determine how the superseded data were derived.
 BM0407
 BM0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU592504(NAD 83)
 BM0407_MARKER: DB = BENCH MARK DISK
 BM0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0407_STAMPING: D 805 1953
 BM0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0407+STABILITY: SURFACE MOTION
 BM0407
 BM0407  HISTORY     - Date     Condition        Report By
 BM0407  HISTORY     - 1953     MONUMENTED       CGS
 BM0407  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0407
 BM0407                          STATION DESCRIPTION
 BM0407
 BM0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0407'5.3 MI SE FROM ELGIN.
 BM0407'5.3 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0407'THE STATION AT ELGIN, 94 FEET SOUTHWEST OF MILEPOST 940, 50.3 FEET
 BM0407'SOUTHWEST OF THE SOUTHWEST RAIL, 46 FEET SOUTHWEST OF SEMAPHORE 9401,
 BM0407'22.5 FEET SOUTH OF A TELEPHONE POLE, 0.8 FOOT NORTHEAST OF A FENCE,
 BM0407'2.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BM0407'POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 BM0407
 BM0407                          STATION RECOVERY (2004)
 BM0407
 BM0407'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2164 ***********************************************************************
 AW2164  DESIGNATION -  D 806
 AW2164  PID         -  AW2164
 AW2164  STATE/COUNTY-  TX/FORT BEND
 AW2164  USGS QUAD   -  RICHMOND NE (1980)
 AW2164
 AW2164                         *CURRENT SURVEY CONTROL
 AW2164  ___________________________________________________________________
 AW2164* NAD 83(1986)-  29 44 03.     (N)    095 50 47.     (W)     SCALED    
 AW2164* NAVD 88     -        42.062  (meters)     138.00   (feet)  ADJUSTED  
 AW2164  ___________________________________________________________________
 AW2164  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW2164  DYNAMIC HT  -          42.004 (meters)     137.81  (feet)  COMP
 AW2164  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 AW2164
 AW2164  VERT ORDER  -  FIRST     CLASS II
 AW2164
 AW2164.The horizontal coordinates were scaled from a topographic map and have
 AW2164.an estimated accuracy of +/- 6 seconds.
 AW2164
 AW2164.The orthometric height was determined by differential leveling
 AW2164.and adjusted by the National Geodetic Survey in June 1991..
 AW2164
 AW2164.The geoid height was determined by GEOID03.
 AW2164
 AW2164.The dynamic height is computed by dividing the NAVD 88
 AW2164.geopotential number by the normal gravity value computed on the
 AW2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2164.degrees latitude (g = 980.6199 gals.).
 AW2164
 AW2164.The modeled gravity was interpolated from observed gravity values.
 AW2164
 AW2164;                    North         East    Units  Estimated Accuracy
 AW2164;SPC TXSC     - 4,214,780.      905,020.      MT  (+/- 180 meters Scaled)
 AW2164
 AW2164                          SUPERSEDED SURVEY CONTROL
 AW2164
 AW2164  NGVD 29 (12/23/87)   42.053  (m)          137.97   (f) ADJUSTED    1 2
 AW2164
 AW2164.Superseded values are not recommended for survey control.
 AW2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2164.See file dsdata.txt to determine how the superseded data were derived.
 AW2164
 AW2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN246927(NAD 83)
 AW2164_MARKER: DB = BENCH MARK DISK
 AW2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2164_SP_SET: CONCRETE POST
 AW2164_STAMPING: D 806 1943
 AW2164_MARK LOGO: CGS   
 AW2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2164+STABILITY: SURFACE MOTION
 AW2164
 AW2164  HISTORY     - Date     Condition        Report By
 AW2164  HISTORY     - 1943     MONUMENTED       CGS
 AW2164  HISTORY     - 1973     GOOD             NGS
 AW2164  HISTORY     - 1978     GOOD             NGS
 AW2164  HISTORY     - 1986     GOOD             NGS
 AW2164  HISTORY     - 19901208 GOOD             USPSQD
 AW2164  HISTORY     - 19931204 GOOD             USPSQD
 AW2164  HISTORY     - 20031213 POOR             GEOCAC
 AW2164
 AW2164                          STATION DESCRIPTION
 AW2164
 AW2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2164'4.6 MI S FROM KATY.
 AW2164'4.6 MILES SOUTH ALONG PIN OAK ROAD FROM THE MISSOURI, KANSAS-TEXAS
 AW2164'RAILROAD STATION AT KATY, AT THE JUNCTION OF FARM ROAD 1463, 35 FEET
 AW2164'SOUTH OF THE CENTER LINE OF THE ROAD, 226 FEET NORTHEAST OF THE CENTER
 AW2164'LINE OF FARM ROAD 1463 MEASURED FROM THE CENTER OF A CURVE, 34 1/2
 AW2164'FEET EAST OF THE EXTENDED CENTER LINE OF FARM ROAD 1463 SOUTH, 38 FEET
 AW2164'SOUTH OF THE EXTENDED CENTER LINE OF FARM ROAD 1463 WEST, 31 FEET EAST
 AW2164'OF THE CENTER LINE OF AN ACCESS DIRT ROAD TO FARM ROAD 1463, 6 FEET
 AW2164'SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF A FENCE, 9 FEET SOUTH OF A T
 AW2164'JUNCTION POWER POLE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL
 AW2164'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 AW2164'FOOT ABOVE THE GROUND.
 AW2164
 AW2164                          STATION RECOVERY (1978)
 AW2164
 AW2164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2164'RECOVERED IN GOOD CONDITION.
 AW2164
 AW2164                          STATION RECOVERY (1986)
 AW2164
 AW2164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2164'RECOVERED IN GOOD CONDITION.
 AW2164
 AW2164                          STATION RECOVERY (1990)
 AW2164
 AW2164'RECOVERY NOTE BY US POWER SQUADRON 1990 (IIG)
 AW2164'RECOVERED IN GOOD CONDITION.
 AW2164
 AW2164                          STATION RECOVERY (1993)
 AW2164
 AW2164'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2164'RECOVERED IN GOOD CONDITION.
 AW2164
 AW2164                          STATION RECOVERY (2003)
 AW2164
 AW2164'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AW2164'MARKER RECOVERED IN GOOD CONDITION, BUT NOW LEVEL WITH THE GROUND.
 AW2164'ROAD CHANGES AS FOLLOWS--   ACCESS DIRT ROAD NO LONGER EXISTS.
 AW2164'EAST-WEST ROAD BETWEEN KATY-FLEWELLEN ROAD AND THE INTERSECTION OF
 AW2164'FM1463 IS NOW CALLED CORBITT ROAD.  PIN OAK ROAD IS NOW KATY-FLEWELLEN
 AW2164'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0291 ***********************************************************************
 AX0291  DESIGNATION -  D 807
 AX0291  PID         -  AX0291
 AX0291  STATE/COUNTY-  TX/WHARTON
 AX0291  USGS QUAD   -  HUNGERFORD (1980)
 AX0291
 AX0291                         *CURRENT SURVEY CONTROL
 AX0291  ___________________________________________________________________
 AX0291* NAD 83(1986)-  29 25 10.     (N)    096 02 46.     (W)     SCALED    
 AX0291* NAVD 88     -        31.733  (meters)     104.11   (feet)  ADJUSTED  
 AX0291  ___________________________________________________________________
 AX0291  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0291  DYNAMIC HT  -          31.689 (meters)     103.97  (feet)  COMP
 AX0291  MODELED GRAV-     979,249.0   (mgal)                       NAVD 88
 AX0291
 AX0291  VERT ORDER  -  FIRST     CLASS I
 AX0291
 AX0291.The horizontal coordinates were scaled from a topographic map and have
 AX0291.an estimated accuracy of +/- 6 seconds.
 AX0291
 AX0291.The orthometric height was determined by differential leveling
 AX0291.and adjusted by the National Geodetic Survey in June 1991..
 AX0291
 AX0291.The geoid height was determined by GEOID03.
 AX0291
 AX0291.The dynamic height is computed by dividing the NAVD 88
 AX0291.geopotential number by the normal gravity value computed on the
 AX0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0291.degrees latitude (g = 980.6199 gals.).
 AX0291
 AX0291.The modeled gravity was interpolated from observed gravity values.
 AX0291
 AX0291;                    North         East    Units  Estimated Accuracy
 AX0291;SPC TXSC     - 4,179,400.      886,590.      MT  (+/- 180 meters Scaled)
 AX0291
 AX0291                          SUPERSEDED SURVEY CONTROL
 AX0291
 AX0291  NGVD 29 (12/23/87)   31.733  (m)          104.11   (f) ADJUSTED    1 1
 AX0291
 AX0291.Superseded values are not recommended for survey control.
 AX0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0291.See file dsdata.txt to determine how the superseded data were derived.
 AX0291
 AX0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT866580(NAD 83)
 AX0291_MARKER: DB = BENCH MARK DISK
 AX0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0291_SP_SET: CONCRETE POST
 AX0291_STAMPING: D 807 1943
 AX0291_MARK LOGO: CGS   
 AX0291_PROJECTION: PROJECTING 10 CENTIMETERS
 AX0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0291+STABILITY: SURFACE MOTION
 AX0291
 AX0291  HISTORY     - Date     Condition        Report By
 AX0291  HISTORY     - 1943     MONUMENTED       CGS
 AX0291  HISTORY     - 1987     GOOD             NGS
 AX0291
 AX0291                          STATION DESCRIPTION
 AX0291
 AX0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0291'2.3 MI NE FROM HUNGERFORD.
 AX0291'2.3 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0291'STATION AT HUNGERFORD, WHARTON COUNTY, 9.8 FEET NORTHEAST OF MILEPOST
 AX0291'17, 37 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 60 FEET NORTHWEST OF THE
 AX0291'CENTER LINE OF U.S. HIGHWAY 59, 3 FEET SOUTHWEST OF A WHITE WOODEN
 AX0291'WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 AX0291'STAMPED D 807 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX0291'0.5 FOOT ABOVE GROUND.
 AX0291
 AX0291                          STATION RECOVERY (1987)
 AX0291
 AX0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0291'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.95 KM
 AX0291'(0.59 MI) SOUTHWEST ALONG BUSINESS ROUTE 59 FROM THE JUNCTION OF FM
 AX0291'ROAD 2919 IN KENDLETON, THENCE 4.42 KM (2.75 MI) SOUTHWEST ALONG US
 AX0291'HIGHWAY 59, ALSO 3.37 KM (2.09 MI) NORTHEAST OF HUNGERFORD, 18.3
 AX0291'METERS (60.0 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 AX0291'OF THE HIGHWAY, 11.2 METERS (37.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL
 AX0291'OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 3.0 METERS (9.8 FT)
 AX0291'NORTHEAST OF RAILROAD MILEPOST 17.
 AX0291'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 AX0291'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0595 ***********************************************************************
 AY0595  DESIGNATION -  D 808
 AY0595  PID         -  AY0595
 AY0595  STATE/COUNTY-  TX/BEXAR
 AY0595  USGS QUAD   -  MARTINEZ (1992)
 AY0595
 AY0595                         *CURRENT SURVEY CONTROL
 AY0595  ___________________________________________________________________
 AY0595* NAD 83(1986)-  29 27 43.     (N)    098 18 23.     (W)     SCALED    
 AY0595* NAVD 88     -       198.728  (meters)     651.99   (feet)  ADJUSTED  
 AY0595  ___________________________________________________________________
 AY0595  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AY0595  DYNAMIC HT  -         198.439 (meters)     651.05  (feet)  COMP
 AY0595  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 AY0595
 AY0595  VERT ORDER  -  FIRST     CLASS II
 AY0595
 AY0595.The horizontal coordinates were scaled from a topographic map and have
 AY0595.an estimated accuracy of +/- 6 seconds.
 AY0595
 AY0595.The orthometric height was determined by differential leveling
 AY0595.and adjusted by the National Geodetic Survey in June 1991..
 AY0595
 AY0595.The geoid height was determined by GEOID03.
 AY0595
 AY0595.The dynamic height is computed by dividing the NAVD 88
 AY0595.geopotential number by the normal gravity value computed on the
 AY0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0595.degrees latitude (g = 980.6199 gals.).
 AY0595
 AY0595.The modeled gravity was interpolated from observed gravity values.
 AY0595
 AY0595;                    North         East    Units  Estimated Accuracy
 AY0595;SPC TXSC     - 4,180,690.      667,270.      MT  (+/- 180 meters Scaled)
 AY0595
 AY0595                          SUPERSEDED SURVEY CONTROL
 AY0595
 AY0595  NGVD 29 (??/??/92)  198.626  (m)          651.66   (f) ADJ UNCH    1 2
 AY0595
 AY0595.Superseded values are not recommended for survey control.
 AY0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0595.See file dsdata.txt to determine how the superseded data were derived.
 AY0595
 AY0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT672593(NAD 83)
 AY0595_MARKER: DB = BENCH MARK DISK
 AY0595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0595_SP_SET: BRIDGE
 AY0595_STAMPING: D 808 1943
 AY0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0595
 AY0595  HISTORY     - Date     Condition        Report By
 AY0595  HISTORY     - 1943     MONUMENTED       CGS
 AY0595  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0595  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0595
 AY0595                          STATION DESCRIPTION
 AY0595
 AY0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0595'11.15 MI E FROM SAN ANTONIO.
 AY0595'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO--
 AY0595'PROCEED 11.15 MILES EASTERLY ALONG U. S. HIGHWAY NO. 90 TO SITE OF
 AY0595'BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE EAST OF A CROSS ROAD
 AY0595'INTERSECTION, AND 19.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AY0595'THE CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE NORTHWEST
 AY0595'CORNER OF THE BRIDGE FLOOR OF A SMALL CONCRETE BRIDGE.
 AY0595
 AY0595                          STATION RECOVERY (1967)
 AY0595
 AY0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0595'MARK NOT FOUND.
 AY0595
 AY0595                          STATION RECOVERY (1999)
 AY0595
 AY0595'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0566 ***********************************************************************
 AY0566  DESIGNATION -  D 809
 AY0566  PID         -  AY0566
 AY0566  STATE/COUNTY-  TX/GUADALUPE
 AY0566  USGS QUAD   -  NEW BERLIN (1957)
 AY0566
 AY0566                         *CURRENT SURVEY CONTROL
 AY0566  ___________________________________________________________________
 AY0566* NAD 83(1986)-  29 24 59.     (N)    098 02 41.     (W)     SCALED    
 AY0566* NAVD 88     -       167.44   (+/-2cm)     549.3    (feet)  VERTCON   
 AY0566  ___________________________________________________________________
 AY0566  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AY0566
 AY0566  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0566
 AY0566.The horizontal coordinates were scaled from a topographic map and have
 AY0566.an estimated accuracy of +/- 6 seconds.
 AY0566
 AY0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0566.The vertical order pertains to the NGVD 29 superseded value.
 AY0566
 AY0566.The geoid height was determined by GEOID03.
 AY0566
 AY0566;                    North         East    Units  Estimated Accuracy
 AY0566;SPC TXSC     - 4,175,820.      692,690.      MT  (+/- 180 meters Scaled)
 AY0566
 AY0566                          SUPERSEDED SURVEY CONTROL
 AY0566
 AY0566  NGVD 29 (??/??/92)  167.357  (m)          549.07   (f) ADJ UNCH    2 0
 AY0566
 AY0566.Superseded values are not recommended for survey control.
 AY0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0566.See file dsdata.txt to determine how the superseded data were derived.
 AY0566
 AY0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT926544(NAD 83)
 AY0566_MARKER: DB = BENCH MARK DISK
 AY0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0566_STAMPING: D 809 1943
 AY0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0566+STABILITY: SURFACE MOTION
 AY0566
 AY0566  HISTORY     - Date     Condition        Report By
 AY0566  HISTORY     - 1943     MONUMENTED       CGS
 AY0566  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0566  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0566
 AY0566                          STATION DESCRIPTION
 AY0566
 AY0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0566'8.8 MI NE FROM LAVERNIA.
 AY0566'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 4.2 MILES NORTHERLY
 AY0566'ALONG THE LAVERNIA-NEW BERLIN ROAD TO A CROSS ROAD INTERSECTION,
 AY0566'THENCE 4.6 MILES EASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AY0566'DIRECTLY ACROSS THE ROAD FROM A FARM ROAD INTERSECTION LEADING SOUTH
 AY0566'TO A FARM HOUSE, ABOUT 0.35 MILE EAST OF A SMALL CEMETERY, AND ABOUT
 AY0566'0.3 MILE WEST OF A SIDE ROAD INTERSECTION LEADING NORTH. IT IS 20.3
 AY0566'FEET NORTH OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF ROAD, 20.0
 AY0566'FEET EAST OF THE CENTERLINE OF A GATE AND A FARM ROAD LEADING NORTH,
 AY0566'0.7 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET WEST OF A
 AY0566'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AY0566
 AY0566                          STATION RECOVERY (1999)
 AY0566
 AY0566'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0566'MARK NOT FOUND.
 AY0566
 AY0566                          STATION RECOVERY (2003)
 AY0566
 AY0566'RECOVERY NOTE BY US POWER SQUADRON 2003 (DLJ)
 AY0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0254 ***********************************************************************
 BN0254  DESIGNATION -  D 81
 BN0254  PID         -  BN0254
 BN0254  STATE/COUNTY-  TX/MASON
 BN0254  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0254
 BN0254                         *CURRENT SURVEY CONTROL
 BN0254  ___________________________________________________________________
 BN0254* NAD 83(1986)-  30 30 51.     (N)    099 00 49.     (W)     SCALED    
 BN0254* NAVD 88     -       511.643  (meters)    1678.62   (feet)  ADJUSTED  
 BN0254  ___________________________________________________________________
 BN0254  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BN0254  DYNAMIC HT  -         510.938 (meters)    1676.30  (feet)  COMP
 BN0254  MODELED GRAV-     979,246.6   (mgal)                       NAVD 88
 BN0254
 BN0254  VERT ORDER  -  FIRST     CLASS II
 BN0254
 BN0254.The horizontal coordinates were scaled from a topographic map and have
 BN0254.an estimated accuracy of +/- 6 seconds.
 BN0254
 BN0254.The orthometric height was determined by differential leveling
 BN0254.and adjusted by the National Geodetic Survey in June 1991..
 BN0254
 BN0254.The geoid height was determined by GEOID03.
 BN0254
 BN0254.The dynamic height is computed by dividing the NAVD 88
 BN0254.geopotential number by the normal gravity value computed on the
 BN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0254.degrees latitude (g = 980.6199 gals.).
 BN0254
 BN0254.The modeled gravity was interpolated from observed gravity values.
 BN0254
 BN0254;                    North         East    Units  Estimated Accuracy
 BN0254;SPC TX C     - 3,094,700.      826,660.      MT  (+/- 180 meters Scaled)
 BN0254
 BN0254                          SUPERSEDED SURVEY CONTROL
 BN0254
 BN0254  NGVD 29 (??/??/92)  511.595  (m)         1678.46   (f) ADJ UNCH    1 2
 BN0254
 BN0254.Superseded values are not recommended for survey control.
 BN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0254.See file dsdata.txt to determine how the superseded data were derived.
 BN0254
 BN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU986757(NAD 83)
 BN0254_MARKER: DB = BENCH MARK DISK
 BN0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0254_STAMPING: D 81 1931
 BN0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0254+STABILITY: SURFACE MOTION
 BN0254
 BN0254  HISTORY     - Date     Condition        Report By
 BN0254  HISTORY     - 1931     MONUMENTED       CGS
 BN0254  HISTORY     - 1953     GOOD             NGS
 BN0254  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0254  HISTORY     - 20030120 MARK NOT FOUND   USPSQD
 BN0254  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 BN0254
 BN0254                          STATION DESCRIPTION
 BN0254
 BN0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0254'19.3 MI NW FROM FREDERICKSBURG.
 BN0254'19.3 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0254'FREDERICKSBURG, 1.1 MILES NORTHWEST OF THE GILLESPIE AND MASON COUNTY
 BN0254'LINE, AT A POINT WHERE A TELEPHONE LINE CROSSES THE HIGHWAY, 83 YARDS
 BN0254'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 110 YARDS NORTHWEST OF A
 BN0254'ABANDONED BRIDGE ON OLD U.S. HIGHWAY 87, 41 FEET SOUTHWEST OF THE
 BN0254'CENTER LINE OF THE OLD HIGHWAY, 4 FEET SOUTHWEST OF A WITNESS POST,
 BN0254'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 BN0254'GROUND.
 BN0254
 BN0254                          STATION RECOVERY (1982)
 BN0254
 BN0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0254'NOT RECOVERED, INACCESSIBLE ON PRIVATE PROPERTY, NOTE, COUNTY WRONG ON
 BN0254'OLD DESCRIPTION.
 BN0254
 BN0254                          STATION RECOVERY (2003)
 BN0254
 BN0254'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0254'MARK NOT FOUND.
 BN0254
 BN0254                          STATION RECOVERY (2004)
 BN0254
 BN0254'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4175 ***********************************************************************
 AW4175  DESIGNATION -  D 810
 AW4175  PID         -  AW4175
 AW4175  STATE/COUNTY-  TX/FORT BEND
 AW4175  USGS QUAD   -  GUY (1980)
 AW4175
 AW4175                         *CURRENT SURVEY CONTROL
 AW4175  ___________________________________________________________________
 AW4175* NAD 83(1986)-  29 22 27.     (N)    095 48 23.     (W)     SCALED    
 AW4175* NAVD 88     -        25.917  (meters)      85.03   (feet)  ADJUSTED  
 AW4175  ___________________________________________________________________
 AW4175  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW4175  DYNAMIC HT  -          25.881 (meters)      84.91  (feet)  COMP
 AW4175  MODELED GRAV-     979,251.0   (mgal)                       NAVD 88
 AW4175
 AW4175  VERT ORDER  -  FIRST     CLASS II
 AW4175
 AW4175.The horizontal coordinates were scaled from a topographic map and have
 AW4175.an estimated accuracy of +/- 6 seconds.
 AW4175
 AW4175.The orthometric height was determined by differential leveling
 AW4175.and adjusted by the National Geodetic Survey in June 1991..
 AW4175
 AW4175.The geoid height was determined by GEOID03.
 AW4175
 AW4175.The dynamic height is computed by dividing the NAVD 88
 AW4175.geopotential number by the normal gravity value computed on the
 AW4175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4175.degrees latitude (g = 980.6199 gals.).
 AW4175
 AW4175.The modeled gravity was interpolated from observed gravity values.
 AW4175
 AW4175;                    North         East    Units  Estimated Accuracy
 AW4175;SPC TXSC     - 4,175,000.      909,970.      MT  (+/- 180 meters Scaled)
 AW4175
 AW4175                          SUPERSEDED SURVEY CONTROL
 AW4175
 AW4175  NGVD 29 (12/23/87)   25.913  (m)           85.02   (f) ADJUSTED    1 2
 AW4175
 AW4175.Superseded values are not recommended for survey control.
 AW4175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4175.See file dsdata.txt to determine how the superseded data were derived.
 AW4175
 AW4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN275527(NAD 83)
 AW4175_MARKER: DB = BENCH MARK DISK
 AW4175_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4175_SP_SET: CULVERT HEADWALL
 AW4175_STAMPING: D 810 1943
 AW4175_MARK LOGO: CGS   
 AW4175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4175+STABILITY: SURFACE MOTION
 AW4175
 AW4175  HISTORY     - Date     Condition        Report By
 AW4175  HISTORY     - 1943     MONUMENTED       CGS
 AW4175  HISTORY     - 1973     GOOD             NGS
 AW4175  HISTORY     - 1986     GOOD             NGS
 AW4175  HISTORY     - 1988     GOOD             USPSQD
 AW4175  HISTORY     - 1989     GOOD             USPSQD
 AW4175  HISTORY     - 19980110 GOOD             USPSQD
 AW4175  HISTORY     - 19991120 GOOD             USPSQD
 AW4175
 AW4175                          STATION DESCRIPTION
 AW4175
 AW4175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4175'2.55 MI NW FROM GUY.
 AW4175'2.55 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF FARM
 AW4175'ROAD 1994 AT GUY, 2.1 MILES SOUTHEAST OF NEEDVILLE, 0.4 MILE NORTHWEST
 AW4175'OF THE NEEDVILLE HIGH SCHOOL, AT THE JUNCTION OF A PRIVATE ROAD
 AW4175'NORTHEAST, IN THE TOP AND 0.7 FOOT SOUTHWEST OF THE NORTHEAST END OF
 AW4175'THE SOUTHEAST CONCRETE HEADWALL OF A LARGE CONCRETE BOX CULVERT UNDER
 AW4175'THE PRIVATE ROAD, 42 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW4175'HIGHWAY, 6 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 134 FEET
 AW4175'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY NORTHEAST TO
 AW4175'HOUSE NO. 15927, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 AW4175
 AW4175                          STATION RECOVERY (1986)
 AW4175
 AW4175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4175'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4175'ADD--AT AN ENTRANCE ROAD NORTHEAST TO A HOUSE NUMBERED 15945.
 AW4175
 AW4175                          STATION RECOVERY (1988)
 AW4175
 AW4175'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4175'RECOVERED IN GOOD CONDITION.
 AW4175
 AW4175                          STATION RECOVERY (1989)
 AW4175
 AW4175'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4175'RECOVERED IN GOOD CONDITION.
 AW4175
 AW4175                          STATION RECOVERY (1998)
 AW4175
 AW4175'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4175'RECOVERED IN GOOD CONDITION.
 AW4175
 AW4175                          STATION RECOVERY (1999)
 AW4175
 AW4175'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4189 ***********************************************************************
 AW4189  DESIGNATION -  D 811
 AW4189  PID         -  AW4189
 AW4189  STATE/COUNTY-  TX/FORT BEND
 AW4189  USGS QUAD   -  NEEDVILLE (1980)
 AW4189
 AW4189                         *CURRENT SURVEY CONTROL
 AW4189  ___________________________________________________________________
 AW4189* NAD 83(1986)-  29 26 07.     (N)    095 49 51.     (W)     SCALED    
 AW4189* NAVD 88     -        26.98   (+/-2cm)      88.5    (feet)  VERTCON   
 AW4189  ___________________________________________________________________
 AW4189  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4189
 AW4189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4189
 AW4189.The horizontal coordinates were scaled from a topographic map and have
 AW4189.an estimated accuracy of +/- 6 seconds.
 AW4189
 AW4189.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4189.The vertical order pertains to the NGVD 29 superseded value.
 AW4189
 AW4189.The geoid height was determined by GEOID03.
 AW4189
 AW4189;                    North         East    Units  Estimated Accuracy
 AW4189;SPC TXSC     - 4,181,700.      907,420.      MT  (+/- 180 meters Scaled)
 AW4189
 AW4189                          SUPERSEDED SURVEY CONTROL
 AW4189
 AW4189  NGVD 29 (??/??/92)   26.981  (m)           88.52   (f) ADJ UNCH    2 0
 AW4189
 AW4189.Superseded values are not recommended for survey control.
 AW4189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4189.See file dsdata.txt to determine how the superseded data were derived.
 AW4189
 AW4189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN253595(NAD 83)
 AW4189_MARKER: DB = BENCH MARK DISK
 AW4189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4189_SP_SET: CULVERT
 AW4189_STAMPING: D 811 1943
 AW4189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4189
 AW4189  HISTORY     - Date     Condition        Report By
 AW4189  HISTORY     - 1943     MONUMENTED       CGS
 AW4189  HISTORY     - 1959     GOOD             NGS
 AW4189  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4189  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4189  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4189
 AW4189                          STATION DESCRIPTION
 AW4189
 AW4189'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4189'8.85 MI S FROM ROSENBERG.
 AW4189'TO REACH FROM THE FIRST BAPTIST CHURCH AT ROSENBERG, PROCEED 8.85
 AW4189'MILES SOUTHERLY ALONG STATE HIGHWAY NO.36 TO A CONCRETE CULVERT AND
 AW4189'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AW4189'SOUTH END OF THE WEST HEADWALL OF A 4X15 FOOT FIVE WAY CONCRETE BOX
 AW4189'CULVERT UNDER THE HIGHWAY.  IT IS 0.1 MILE NORTH OF THE INTERSECTION
 AW4189'OF A GRAVEL CROSS ROAD, 15.4 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE
 AW4189'CENTERLINE OF THE HIGHWAY.
 AW4189
 AW4189                          STATION RECOVERY (1959)
 AW4189
 AW4189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW4189'RECOVERED IN GOOD CONDITION.
 AW4189
 AW4189                          STATION RECOVERY (1988)
 AW4189
 AW4189'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4189'MARK NOT FOUND.
 AW4189
 AW4189                          STATION RECOVERY (1989)
 AW4189
 AW4189'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4189'MARK NOT FOUND.
 AW4189
 AW4189                          STATION RECOVERY (1995)
 AW4189
 AW4189'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4190 ***********************************************************************
 AW4190  DESIGNATION -  D 811 RESET
 AW4190  PID         -  AW4190
 AW4190  STATE/COUNTY-  TX/FORT BEND
 AW4190  USGS QUAD   -  NEEDVILLE (1980)
 AW4190
 AW4190                         *CURRENT SURVEY CONTROL
 AW4190  ___________________________________________________________________
 AW4190* NAD 83(1986)-  29 26 07.     (N)    095 49 50.     (W)     SCALED    
 AW4190* NAVD 88     -        26.033  (meters)      85.41   (feet)  ADJUSTED  
 AW4190  ___________________________________________________________________
 AW4190  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4190  DYNAMIC HT  -          25.996 (meters)      85.29  (feet)  COMP
 AW4190  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 AW4190
 AW4190  VERT ORDER  -  FIRST     CLASS II
 AW4190
 AW4190.The horizontal coordinates were scaled from a topographic map and have
 AW4190.an estimated accuracy of +/- 6 seconds.
 AW4190
 AW4190.The orthometric height was determined by differential leveling
 AW4190.and adjusted by the National Geodetic Survey in June 1991..
 AW4190
 AW4190.The geoid height was determined by GEOID03.
 AW4190
 AW4190.The dynamic height is computed by dividing the NAVD 88
 AW4190.geopotential number by the normal gravity value computed on the
 AW4190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4190.degrees latitude (g = 980.6199 gals.).
 AW4190
 AW4190.The modeled gravity was interpolated from observed gravity values.
 AW4190
 AW4190;                    North         East    Units  Estimated Accuracy
 AW4190;SPC TXSC     - 4,181,700.      907,450.      MT  (+/- 180 meters Scaled)
 AW4190
 AW4190                          SUPERSEDED SURVEY CONTROL
 AW4190
 AW4190  NGVD 29 (12/23/87)   26.029  (m)           85.40   (f) ADJUSTED    1 2
 AW4190
 AW4190.Superseded values are not recommended for survey control.
 AW4190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4190.See file dsdata.txt to determine how the superseded data were derived.
 AW4190
 AW4190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN254595(NAD 83)
 AW4190_MARKER: DB = BENCH MARK DISK
 AW4190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4190_SP_SET: CONCRETE POST
 AW4190_STAMPING: D 811 RESET 1959
 AW4190_MARK LOGO: CGS   
 AW4190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4190+STABILITY: SURFACE MOTION
 AW4190
 AW4190  HISTORY     - Date     Condition        Report By
 AW4190  HISTORY     - 1959     MONUMENTED       CGS
 AW4190  HISTORY     - 1973     GOOD             NGS
 AW4190  HISTORY     - 1986     GOOD             NGS
 AW4190  HISTORY     - 1987     GOOD             USPSQD
 AW4190  HISTORY     - 19950108 GOOD             USPSQD
 AW4190
 AW4190                          STATION DESCRIPTION
 AW4190
 AW4190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4190'2.85 MI N FROM NEEDVILLE.
 AW4190'2.85 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF FARM ROAD
 AW4190'360 AT NEEDVILLE, 1 POWER POLE NORTH OF BENCH MARK F 1219, 1 POWER
 AW4190'POLE SOUTH OF A POWER POLE BEARING A TRANSFORMER AND A DRIVEWAY EAST
 AW4190'TO A HOUSE, AT THE JUNCTION OF A FIELD ROAD EAST, 49 FEET EAST OF THE
 AW4190'CENTER LINE OF THE HIGHWAY, 28 1/2 FEET SOUTH OF THE CENTER LINE OF
 AW4190'THE FIELD ROAD, 21 FEET SOUTH OF THE SOUTH END OF A GATE, 0.6 FOOT
 AW4190'EAST OF A FENCE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER
 AW4190'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 AW4190'FOOT ABOVE THE GROUND.  NOTE-- THE CONCRETE POST IS LEANING SLIGHTLY
 AW4190'TO THE WEST BUT STILL SOLID.
 AW4190
 AW4190                          STATION RECOVERY (1986)
 AW4190
 AW4190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4190'RECOVERED IN GOOD CONDITION.
 AW4190
 AW4190                          STATION RECOVERY (1987)
 AW4190
 AW4190'RECOVERY NOTE BY US POWER SQUADRON 1987 (GFW)
 AW4190'RECOVERED IN GOOD CONDITION.
 AW4190
 AW4190                          STATION RECOVERY (1995)
 AW4190
 AW4190'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0088 ***********************************************************************
 AX0088  DESIGNATION -  D 812 RESET 1954
 AX0088  PID         -  AX0088
 AX0088  STATE/COUNTY-  TX/WHARTON
 AX0088  USGS QUAD   -  EAST BERNARD (1980)
 AX0088
 AX0088                         *CURRENT SURVEY CONTROL
 AX0088  ___________________________________________________________________
 AX0088* NAD 83(1986)-  29 31 49.     (N)    096 04 17.     (W)     SCALED    
 AX0088* NAVD 88     -        37.59   (+/-2cm)     123.3    (feet)  VERTCON   
 AX0088  ___________________________________________________________________
 AX0088  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0088
 AX0088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0088
 AX0088.The horizontal coordinates were scaled from a topographic map and have
 AX0088.an estimated accuracy of +/- 6 seconds.
 AX0088
 AX0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0088.The vertical order pertains to the NGVD 29 superseded value.
 AX0088
 AX0088.The geoid height was determined by GEOID03.
 AX0088
 AX0088;                    North         East    Units  Estimated Accuracy
 AX0088;SPC TXSC     - 4,191,620.      883,830.      MT  (+/- 180 meters Scaled)
 AX0088
 AX0088                          SUPERSEDED SURVEY CONTROL
 AX0088
 AX0088  NGVD 29 (??/??/92)   37.591  (m)          123.33   (f) ADJ UNCH    2 0
 AX0088
 AX0088.Superseded values are not recommended for survey control.
 AX0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0088.See file dsdata.txt to determine how the superseded data were derived.
 AX0088
 AX0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT838703(NAD 83)
 AX0088_MARKER: DB = BENCH MARK DISK
 AX0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0088_STAMPING: D 812 1943 RESET 1954
 AX0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0088+STABILITY: SURFACE MOTION
 AX0088
 AX0088  HISTORY     - Date     Condition        Report By
 AX0088  HISTORY     - 1954     MONUMENTED       CGS
 AX0088  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0088
 AX0088                          STATION DESCRIPTION
 AX0088
 AX0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0088'0.2 MI W FROM EAST BERNARD.
 AX0088'0.2 MILE WEST ALONG U.S. HIGHWAY 90 A FROM THE TEXAS AND NEW ORLEANS
 AX0088'RAILROAD STATION AT EAST BERNARD, 75 YARDS SOUTH OF AN INTERSECTION
 AX0088'WITH STATE HIGHWAY 60, 39 FEET WEST OF THE CENTER LINE OF STATE
 AX0088'HIGHWAY 60, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 AX0088'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AX0088
 AX0088                          STATION RECOVERY (1991)
 AX0088
 AX0088'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0103 ***********************************************************************
 AX0103  DESIGNATION -  D 813
 AX0103  PID         -  AX0103
 AX0103  STATE/COUNTY-  TX/COLORADO
 AX0103  USGS QUAD   -  EAGLE LAKE (1981)
 AX0103
 AX0103                         *CURRENT SURVEY CONTROL
 AX0103  ___________________________________________________________________
 AX0103* NAD 83(1986)-  29 34 31.     (N)    096 18 07.     (W)     SCALED    
 AX0103* NAVD 88     -        53.98   (+/-2cm)     177.1    (feet)  VERTCON   
 AX0103  ___________________________________________________________________
 AX0103  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0103
 AX0103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0103
 AX0103.The horizontal coordinates were scaled from a topographic map and have
 AX0103.an estimated accuracy of +/- 6 seconds.
 AX0103
 AX0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0103.The vertical order pertains to the NGVD 29 superseded value.
 AX0103
 AX0103.The geoid height was determined by GEOID03.
 AX0103
 AX0103;                    North         East    Units  Estimated Accuracy
 AX0103;SPC TXSC     - 4,196,070.      861,370.      MT  (+/- 180 meters Scaled)
 AX0103
 AX0103                          SUPERSEDED SURVEY CONTROL
 AX0103
 AX0103  NGVD 29 (??/??/92)   53.973  (m)          177.08   (f) ADJ UNCH    2 0
 AX0103
 AX0103.Superseded values are not recommended for survey control.
 AX0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0103.See file dsdata.txt to determine how the superseded data were derived.
 AX0103
 AX0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT613747(NAD 83)
 AX0103_MARKER: DB = BENCH MARK DISK
 AX0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0103_SP_SET: CULVERT
 AX0103_STAMPING: D 813 1943
 AX0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0103
 AX0103  HISTORY     - Date     Condition        Report By
 AX0103  HISTORY     - 1943     MONUMENTED       CGS
 AX0103
 AX0103                          STATION DESCRIPTION
 AX0103
 AX0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0103'2.4 MI E FROM EAGLE LAKE.
 AX0103'2.4 MILES EAST ALONG U.S. HIGHWAY 90 A FROM THE TOWN SQUARE AT EAGLE
 AX0103'LAKE, COLORADO COUNTY, AT A 2- BY 8-FOOT CONCRETE BOX CULVERT UNDER
 AX0103'THE HIGHWAY, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, 12.8
 AX0103'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 AX0103'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 813 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0400 ***********************************************************************
 AX0400  DESIGNATION -  D 814
 AX0400  PID         -  AX0400
 AX0400  STATE/COUNTY-  TX/WHARTON
 AX0400  USGS QUAD   -  EGYPT (1980)
 AX0400
 AX0400                         *CURRENT SURVEY CONTROL
 AX0400  ___________________________________________________________________
 AX0400* NAD 83(1986)-  29 23 35.     (N)    096 12 27.     (W)     SCALED    
 AX0400* NAVD 88     -        36.25   (+/-2cm)     118.9    (feet)  VERTCON   
 AX0400  ___________________________________________________________________
 AX0400  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0400
 AX0400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0400
 AX0400.The horizontal coordinates were scaled from a topographic map and have
 AX0400.an estimated accuracy of +/- 6 seconds.
 AX0400
 AX0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0400.The vertical order pertains to the NGVD 29 superseded value.
 AX0400
 AX0400.The geoid height was determined by GEOID03.
 AX0400
 AX0400;                    North         East    Units  Estimated Accuracy
 AX0400;SPC TXSC     - 4,176,090.      871,000.      MT  (+/- 180 meters Scaled)
 AX0400
 AX0400                          SUPERSEDED SURVEY CONTROL
 AX0400
 AX0400  NGVD 29 (??/??/92)   36.250  (m)          118.93   (f) ADJ UNCH    2 0
 AX0400
 AX0400.Superseded values are not recommended for survey control.
 AX0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0400.See file dsdata.txt to determine how the superseded data were derived.
 AX0400
 AX0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT710547(NAD 83)
 AX0400_MARKER: DB = BENCH MARK DISK
 AX0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0400_STAMPING: D 814 1943
 AX0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0400+STABILITY: SURFACE MOTION
 AX0400
 AX0400  HISTORY     - Date     Condition        Report By
 AX0400  HISTORY     - 1943     MONUMENTED       CGS
 AX0400  HISTORY     - 1952     MARK NOT FOUND   NGS
 AX0400
 AX0400                          STATION DESCRIPTION
 AX0400
 AX0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0400'2.0 MI E FROM EGYPT.
 AX0400'TO REACH FROM THE POST OFFICE AT EGYPT, PROCEED 2.0 MILES EASTERLY
 AX0400'ALONG THE EGYPT - HUNGERFORD ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX0400'IS 80.0 YARDS WEST OF AND ACROSS THE ROAD FROM THE CENTERLINE OF A
 AX0400'DIRT ROAD LEADING NORTH TO A FARM HOUSE.  IT IS 39.0 FEET SOUTH OF AND
 AX0400'ABOUT 1.5 FOOT BELOW THE CENTERLINE OF THE EGYPT - HUNGERFORD ROAD,
 AX0400'0.7 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.  MONUMENT IS 2.2 FEET
 AX0400'EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT
 AX0400'ABOVE THE GROUND.
 AX0400
 AX0400                          STATION RECOVERY (1952)
 AX0400
 AX0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AX0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0169 ***********************************************************************
 AX0169  DESIGNATION -  D 815
 AX0169  PID         -  AX0169
 AX0169  STATE/COUNTY-  TX/COLORADO
 AX0169  USGS QUAD   -  ALLEYTON (1981)
 AX0169
 AX0169                         *CURRENT SURVEY CONTROL
 AX0169  ___________________________________________________________________
 AX0169* NAD 83(1986)-  29 43 17.     (N)    096 25 53.     (W)     SCALED    
 AX0169* NAVD 88     -        81.19   (+/-2cm)     266.4    (feet)  VERTCON   
 AX0169  ___________________________________________________________________
 AX0169  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX0169
 AX0169  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0169
 AX0169.The horizontal coordinates were scaled from a topographic map and have
 AX0169.an estimated accuracy of +/- 6 seconds.
 AX0169
 AX0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0169.The vertical order pertains to the NGVD 29 superseded value.
 AX0169
 AX0169.The geoid height was determined by GEOID03.
 AX0169
 AX0169;                    North         East    Units  Estimated Accuracy
 AX0169;SPC TXSC     - 4,211,980.      848,480.      MT  (+/- 180 meters Scaled)
 AX0169
 AX0169                          SUPERSEDED SURVEY CONTROL
 AX0169
 AX0169  NGVD 29 (??/??/92)   81.166  (m)          266.29   (f) ADJ UNCH    2 0
 AX0169
 AX0169.Superseded values are not recommended for survey control.
 AX0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0169.See file dsdata.txt to determine how the superseded data were derived.
 AX0169
 AX0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT484906(NAD 83)
 AX0169_MARKER: DB = BENCH MARK DISK
 AX0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0169_SP_SET: CULVERT
 AX0169_STAMPING: D 815 1943
 AX0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0169
 AX0169  HISTORY     - Date     Condition        Report By
 AX0169  HISTORY     - 1943     MONUMENTED       CGS
 AX0169  HISTORY     - 1962     GOOD             NGS
 AX0169  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0169  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX0169
 AX0169                          STATION DESCRIPTION
 AX0169
 AX0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AX0169'3.95 MI NE FROM ALLEYTON.
 AX0169'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 90-A AND GRAVEL ROAD
 AX0169'LEADING NORTHEAST (0.2 MILE SOUTHWEST OF THE POST OFFICE AT ALLEYTON),
 AX0169'PROCEED 0.9 MILE NORTHEASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION
 AX0169'OF U.S. HIGHWAY NO. 90, THENCE 3.05 MILE EASTERLY ALONG U.S. HIGHWAY
 AX0169'NO. 90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK. BENCH MARK IS SET
 AX0169'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 2X4
 AX0169'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY. IT IS 0.15 MILE WEST OF A
 AX0169'ROADSIDE PARK, 21.3 FEET NORTH OF AND ABOUT 0.5 FOOT ABOVE THE
 AX0169'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, SET IN A DRILL HOLE.
 AX0169'NOTE-- THE BENCH MARK IS USED FOR THE AZIMUTH MARK FOR TRIANGULATION
 AX0169'STATION MENTZ 1954.
 AX0169
 AX0169                          STATION RECOVERY (1991)
 AX0169
 AX0169'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0169'MARK NOT FOUND.
 AX0169
 AX0169                          STATION RECOVERY (2005)
 AX0169
 AX0169'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0148 ***********************************************************************
 AX0148  DESIGNATION -  D 816
 AX0148  PID         -  AX0148
 AX0148  STATE/COUNTY-  TX/AUSTIN
 AX0148  USGS QUAD   -  REXVILLE (1981)
 AX0148
 AX0148                         *CURRENT SURVEY CONTROL
 AX0148  ___________________________________________________________________
 AX0148* NAD 83(1986)-  29 41 04.     (N)    096 14 43.     (W)     SCALED    
 AX0148* NAVD 88     -        56.47   (+/-2cm)     185.3    (feet)  VERTCON   
 AX0148  ___________________________________________________________________
 AX0148  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0148
 AX0148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0148
 AX0148.The horizontal coordinates were scaled from a topographic map and have
 AX0148.an estimated accuracy of +/- 6 seconds.
 AX0148
 AX0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0148.The vertical order pertains to the NGVD 29 superseded value.
 AX0148
 AX0148.The geoid height was determined by GEOID03.
 AX0148
 AX0148;                    North         East    Units  Estimated Accuracy
 AX0148;SPC TXSC     - 4,208,290.      866,570.      MT  (+/- 180 meters Scaled)
 AX0148
 AX0148                          SUPERSEDED SURVEY CONTROL
 AX0148
 AX0148  NGVD 29 (??/??/92)   56.450  (m)          185.20   (f) ADJ UNCH    2 0
 AX0148
 AX0148.Superseded values are not recommended for survey control.
 AX0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0148.See file dsdata.txt to determine how the superseded data were derived.
 AX0148
 AX0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT665869(NAD 83)
 AX0148_MARKER: DB = BENCH MARK DISK
 AX0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0148_STAMPING: D 816 1943
 AX0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0148+STABILITY: SURFACE MOTION
 AX0148
 AX0148  HISTORY     - Date     Condition        Report By
 AX0148  HISTORY     - 1943     MONUMENTED       CGS
 AX0148  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0148
 AX0148                          STATION DESCRIPTION
 AX0148
 AX0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0148'9.0 MI SW FROM SEALY.
 AX0148'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD FREIGHT STATION
 AX0148'AT SEALY, PROCEED 9.0 MILES SOUTHWESTERLY ALONG THE TRACK TO MILE POST
 AX0148'NO. 9 AND SITE OF BENCH MARK.  BENCH MARK IS 97.6 FEET EAST OF AND
 AX0148'ACROSS THE TRACK FROM MILE POST NO. 9.  IT IS 49.0 FEET SOUTHEAST OF
 AX0148'AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE TRACK, 3.6 FEET
 AX0148'NORTHEAST OF A FENCE CORNER, 1.0 FOOT NORTHWEST OF THE SOUTHEAST
 AX0148'RIGHT-OF-WAY FENCE.  MONUMENT IS 2.2 FEET SOUTHWEST OF A 4X4 INCH
 AX0148'WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.  A
 AX0148'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 AX0148
 AX0148                          STATION RECOVERY (1999)
 AX0148
 AX0148'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0176 ***********************************************************************
 AX0176  DESIGNATION -  D 817
 AX0176  PID         -  AX0176
 AX0176  STATE/COUNTY-  TX/COLORADO
 AX0176  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0176
 AX0176                         *CURRENT SURVEY CONTROL
 AX0176  ___________________________________________________________________
 AX0176* NAD 83(1986)-  29 38 03.     (N)    096 18 39.     (W)     SCALED    
 AX0176* NAVD 88     -        53.69   (+/-2cm)     176.1    (feet)  VERTCON   
 AX0176  ___________________________________________________________________
 AX0176  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0176
 AX0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0176
 AX0176.The horizontal coordinates were scaled from a topographic map and have
 AX0176.an estimated accuracy of +/- 6 seconds.
 AX0176
 AX0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0176.The vertical order pertains to the NGVD 29 superseded value.
 AX0176
 AX0176.The geoid height was determined by GEOID03.
 AX0176
 AX0176;                    North         East    Units  Estimated Accuracy
 AX0176;SPC TXSC     - 4,202,570.      860,360.      MT  (+/- 180 meters Scaled)
 AX0176
 AX0176                          SUPERSEDED SURVEY CONTROL
 AX0176
 AX0176  NGVD 29 (??/??/92)   53.676  (m)          176.10   (f) ADJ UNCH    2 0
 AX0176
 AX0176.Superseded values are not recommended for survey control.
 AX0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0176.See file dsdata.txt to determine how the superseded data were derived.
 AX0176
 AX0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT603812(NAD 83)
 AX0176_MARKER: DB = BENCH MARK DISK
 AX0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0176_STAMPING: D 817 1943
 AX0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0176+STABILITY: SURFACE MOTION
 AX0176
 AX0176  HISTORY     - Date     Condition        Report By
 AX0176  HISTORY     - 1943     MONUMENTED       CGS
 AX0176  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX0176
 AX0176                          STATION DESCRIPTION
 AX0176
 AX0176'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX0176'5.5 MI N FROM EAGLE LAKE.
 AX0176'3.2 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AX0176'THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE, COLORADO COUNTY,
 AX0176'THENCE 2.3 MILES NORTHWEST ALONG A GRAVEL ROAD.  AT A CURVE, 48 FEET
 AX0176'NORTHEAST OF THE CENTERLINE OF THE ROAD, 4.9 FEET WEST OF A FENCE
 AX0176'CORNER, 0.9 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 2.4 FEET EAST
 AX0176'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 AX0176'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 AX0176'GROUND.  NOTE-- THERE HAS BEEN SOME EARTH WORK IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0289 ***********************************************************************
 AX0289  DESIGNATION -  D 818
 AX0289  PID         -  AX0289
 AX0289  STATE/COUNTY-  TX/WHARTON
 AX0289  USGS QUAD   -  HUNGERFORD (1980)
 AX0289
 AX0289                         *CURRENT SURVEY CONTROL
 AX0289  ___________________________________________________________________
 AX0289* NAD 83(1986)-  29 26 10.     (N)    096 01 07.     (W)     SCALED    
 AX0289* NAVD 88     -        28.527  (meters)      93.59   (feet)  ADJUSTED  
 AX0289  ___________________________________________________________________
 AX0289  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0289  DYNAMIC HT  -          28.488 (meters)      93.46  (feet)  COMP
 AX0289  MODELED GRAV-     979,250.9   (mgal)                       NAVD 88
 AX0289
 AX0289  VERT ORDER  -  FIRST     CLASS I
 AX0289
 AX0289.The horizontal coordinates were scaled from a topographic map and have
 AX0289.an estimated accuracy of +/- 6 seconds.
 AX0289
 AX0289.The orthometric height was determined by differential leveling
 AX0289.and adjusted by the National Geodetic Survey in June 1991..
 AX0289
 AX0289.The geoid height was determined by GEOID03.
 AX0289
 AX0289.The dynamic height is computed by dividing the NAVD 88
 AX0289.geopotential number by the normal gravity value computed on the
 AX0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0289.degrees latitude (g = 980.6199 gals.).
 AX0289
 AX0289.The modeled gravity was interpolated from observed gravity values.
 AX0289
 AX0289;                    North         East    Units  Estimated Accuracy
 AX0289;SPC TXSC     - 4,181,320.      889,210.      MT  (+/- 180 meters Scaled)
 AX0289
 AX0289                          SUPERSEDED SURVEY CONTROL
 AX0289
 AX0289  NGVD 29 (12/23/87)   28.527  (m)           93.59   (f) ADJUSTED    1 1
 AX0289
 AX0289.Superseded values are not recommended for survey control.
 AX0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0289.See file dsdata.txt to determine how the superseded data were derived.
 AX0289
 AX0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT892600(NAD 83)
 AX0289_MARKER: DB = BENCH MARK DISK
 AX0289_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AX0289_SP_SET: BRIDGE WINGWALL
 AX0289_STAMPING: D 818 1943
 AX0289_MARK LOGO: CGS   
 AX0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0289
 AX0289  HISTORY     - Date     Condition        Report By
 AX0289  HISTORY     - 1943     MONUMENTED       CGS
 AX0289  HISTORY     - 1987     GOOD             NGS
 AX0289
 AX0289                          STATION DESCRIPTION
 AX0289
 AX0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0289'4.3 MI NE FROM HUNGERFORD.
 AX0289'4.3 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0289'STATION AT HUNGERFORD, WHARTON COUNTY, 0.2 MILE SOUTHWEST OF THE FORT
 AX0289'BEND-WHARTON COUNTY LINE, 97.5 FEET EAST OF MILEPOST 15, 83.5 FEET
 AX0289'SOUTHEAST OF THE CENTER LINE OF THE TRACK, AT A LARGE CONCRETE BRIDGE
 AX0289'CARRYING U.S. HIGHWAY 59 OVER SAN BERNARD RIVER, IN THE TOP OF THE
 AX0289'NORTHWEST END OF THE SOUTHWEST ABUTMENT, 16.6 FEET NORTHWEST OF THE
 AX0289'CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE TRACK. A
 AX0289'STANDARD DISK, STAMPED D 818 1943.
 AX0289
 AX0289                          STATION RECOVERY (1987)
 AX0289
 AX0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0289'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.95 KM (0.59
 AX0289'MI) SOUTHWEST ALONG BUSINESS ROUTE 59 FROM THE JUNCTION OF FM ROAD
 AX0289'2919 IN KENDLETON, THENCE 1.22 KM (0.75 MI) SOUTHWEST ALONG US HIGHWAY
 AX0289'59, IN TOP AND 1.0 METER (3.0 FT) SOUTHEAST OF THE NORTHWEST END OF
 AX0289'THE NORTHWEST WINGWALL OF THE SOUTHWEST ABUTMENT OF A BRIDGE OVER THE
 AX0289'SAN BERNARD RIVER, 5.0 METERS (16.5 FT) NORTHWEST OF THE CENTERLINE OF
 AX0289'THE SOUTHBOUND LANES OF THE HIGHWAY.
 AX0289'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1094 ***********************************************************************
 AX1094  DESIGNATION -  D 819
 AX1094  PID         -  AX1094
 AX1094  STATE/COUNTY-  TX/FAYETTE
 AX1094  USGS QUAD   -  WEIMAR (1981)
 AX1094
 AX1094                         *CURRENT SURVEY CONTROL
 AX1094  ___________________________________________________________________
 AX1094* NAD 83(1986)-  29 41 52.     (N)    096 50 18.     (W)     SCALED    
 AX1094* NAVD 88     -        82.73   (+/-2cm)     271.4    (feet)  VERTCON   
 AX1094  ___________________________________________________________________
 AX1094  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX1094
 AX1094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1094
 AX1094.The horizontal coordinates were scaled from a topographic map and have
 AX1094.an estimated accuracy of +/- 6 seconds.
 AX1094
 AX1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1094.The vertical order pertains to the NGVD 29 superseded value.
 AX1094
 AX1094.The geoid height was determined by GEOID03.
 AX1094
 AX1094;                    North         East    Units  Estimated Accuracy
 AX1094;SPC TXSC     - 4,208,560.      809,160.      MT  (+/- 180 meters Scaled)
 AX1094
 AX1094                          SUPERSEDED SURVEY CONTROL
 AX1094
 AX1094  NGVD 29 (??/??/92)   82.703  (m)          271.33   (f) ADJ UNCH    2 0
 AX1094
 AX1094.Superseded values are not recommended for survey control.
 AX1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1094.See file dsdata.txt to determine how the superseded data were derived.
 AX1094
 AX1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT091872(NAD 83)
 AX1094_MARKER: DB = BENCH MARK DISK
 AX1094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1094_SP_SET: BRIDGE
 AX1094_STAMPING: D 819 1943
 AX1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1094+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1094
 AX1094  HISTORY     - Date     Condition        Report By
 AX1094  HISTORY     - 1943     MONUMENTED       CGS
 AX1094  HISTORY     - 1970     GOOD             TXHD
 AX1094  HISTORY     - 1987     GOOD             USPSQD
 AX1094  HISTORY     - 1987     GOOD             USPSQD
 AX1094  HISTORY     - 1990     GOOD             USPSQD
 AX1094  HISTORY     - 19970608 GOOD             USPSQD
 AX1094  HISTORY     - 20020727 GOOD             USPSQD
 AX1094  HISTORY     - 20040318 GOOD             USPSQD
 AX1094  HISTORY     - 20050318 GOOD             USPSQD
 AX1094
 AX1094                          STATION DESCRIPTION
 AX1094
 AX1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1094'3.7 MI W FROM WEIMAR.
 AX1094'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 3.7 MILES WESTERLY
 AX1094'ALONG U.S. HIGHWAY NO. 90 TO THE WEST END OF A CONCRETE BRIDGE OVER
 AX1094'THE NAVIDAD RIVER AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1094'HORIZONTALLY IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF A
 AX1094'LARGE CONCRETE BRIDGE OVER THE NAVIDAD RIVER.  IT IS 14.2 FEET NORTH
 AX1094'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX1094'NOTE-- THIS BENCH MARK IS ALSO 4.25 MILES EAST OF THE CROSSING OF U.S.
 AX1094'HIGHWAY NO. 90 AND U.S. HIGHWAY NO. 77 AT SCHULENBURG.
 AX1094
 AX1094                          STATION RECOVERY (1970)
 AX1094
 AX1094'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1094'RECOVERED IN GOOD CONDITION.
 AX1094
 AX1094                          STATION RECOVERY (1987)
 AX1094
 AX1094'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1094'RECOVERED IN GOOD CONDITION.
 AX1094
 AX1094                          STATION RECOVERY (1987)
 AX1094
 AX1094'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1094'RECOVERED IN GOOD CONDITION.
 AX1094
 AX1094                          STATION RECOVERY (1990)
 AX1094
 AX1094'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCR)
 AX1094'RECOVERED IN GOOD CONDITION.
 AX1094
 AX1094                          STATION RECOVERY (1997)
 AX1094
 AX1094'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1094'RECOVERED IN GOOD CONDITION.
 AX1094
 AX1094                          STATION RECOVERY (2002)
 AX1094
 AX1094'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1094'RECOVERED IN GOOD CONDITION.
 AX1094
 AX1094                          STATION RECOVERY (2004)
 AX1094
 AX1094'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1094'RECOVERED IN GOOD CONDITION.
 AX1094
 AX1094                          STATION RECOVERY (2005)
 AX1094
 AX1094'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0914 ***********************************************************************
 AY0914  DESIGNATION -  D 82
 AY0914  PID         -  AY0914
 AY0914  STATE/COUNTY-  TX/KENDALL
 AY0914  USGS QUAD   -  WARING (1982)
 AY0914
 AY0914                         *CURRENT SURVEY CONTROL
 AY0914  ___________________________________________________________________
 AY0914* NAD 83(1986)-  29 58 30.     (N)    098 50 22.     (W)     SCALED    
 AY0914* NAVD 88     -       417.515  (meters)    1369.80   (feet)  ADJUSTED  
 AY0914  ___________________________________________________________________
 AY0914  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY0914  DYNAMIC HT  -         416.920 (meters)    1367.85  (feet)  COMP
 AY0914  MODELED GRAV-     979,206.3   (mgal)                       NAVD 88
 AY0914
 AY0914  VERT ORDER  -  FIRST     CLASS II
 AY0914
 AY0914.The horizontal coordinates were scaled from a topographic map and have
 AY0914.an estimated accuracy of +/- 6 seconds.
 AY0914
 AY0914.The orthometric height was determined by differential leveling
 AY0914.and adjusted by the National Geodetic Survey in June 1991..
 AY0914
 AY0914.The geoid height was determined by GEOID03.
 AY0914
 AY0914.The dynamic height is computed by dividing the NAVD 88
 AY0914.geopotential number by the normal gravity value computed on the
 AY0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0914.degrees latitude (g = 980.6199 gals.).
 AY0914
 AY0914.The modeled gravity was interpolated from observed gravity values.
 AY0914
 AY0914;                    North         East    Units  Estimated Accuracy
 AY0914;SPC TXSC     - 4,237,370.      615,490.      MT  (+/- 180 meters Scaled)
 AY0914
 AY0914                          SUPERSEDED SURVEY CONTROL
 AY0914
 AY0914  NGVD 29 (??/??/92)  417.452  (m)         1369.59   (f) ADJ UNCH    1 2
 AY0914
 AY0914.Superseded values are not recommended for survey control.
 AY0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0914.See file dsdata.txt to determine how the superseded data were derived.
 AY0914
 AY0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU154160(NAD 83)
 AY0914_MARKER: DB = BENCH MARK DISK
 AY0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0914_STAMPING: D 82 1931
 AY0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0914+STABILITY: SURFACE MOTION
 AY0914
 AY0914  HISTORY     - Date     Condition        Report By
 AY0914  HISTORY     - 1931     MONUMENTED       CGS
 AY0914  HISTORY     - 1953     GOOD             NGS
 AY0914  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0914  HISTORY     - 19940330 GOOD             USPSQD
 AY0914
 AY0914                          STATION DESCRIPTION
 AY0914
 AY0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0914'2.9 MI NW FROM WARING.
 AY0914'2.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0914'STATION AT WARING, 7 1/2 POLES NORTHWEST OF MILEPOST 285, 60 FEET
 AY0914'NORTH OF THE CENTER OF A ROAD CROSSING, 46 FEET NORTHEAST OF THE
 AY0914'NORTHEAST RAIL, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF
 AY0914'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0914
 AY0914                          STATION RECOVERY (1982)
 AY0914
 AY0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0914'NOT SEARCHED FOR, LOCKED GATES, LINE REROUTED.
 AY0914
 AY0914                          STATION RECOVERY (1994)
 AY0914
 AY0914'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1439 ***********************************************************************
 AN1439  DESIGNATION -  D 820
 AN1439  PID         -  AN1439
 AN1439  STATE/COUNTY-  TX/BEE
 AN1439  USGS QUAD   -  BLANCONIA (1979)
 AN1439
 AN1439                         *CURRENT SURVEY CONTROL
 AN1439  ___________________________________________________________________
 AN1439* NAD 83(1986)-  28 23 25.     (N)    097 26 15.     (W)     SCALED    
 AN1439* NAVD 88     -        28.02   (+/-2cm)      91.9    (feet)  VERTCON   
 AN1439  ___________________________________________________________________
 AN1439  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1439
 AN1439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1439
 AN1439.The horizontal coordinates were scaled from a topographic map and have
 AN1439.an estimated accuracy of +/- 6 seconds.
 AN1439
 AN1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1439.The vertical order pertains to the NGVD 29 superseded value.
 AN1439
 AN1439.The geoid height was determined by GEOID03.
 AN1439
 AN1439;                    North         East    Units  Estimated Accuracy
 AN1439;SPC TXSC     - 4,062,750.      753,130.      MT  (+/- 180 meters Scaled)
 AN1439
 AN1439                          SUPERSEDED SURVEY CONTROL
 AN1439
 AN1439  NGVD 29 (??/??/92)   28.115  (m)           92.24   (f) ADJ UNCH    2 0
 AN1439
 AN1439.Superseded values are not recommended for survey control.
 AN1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1439.See file dsdata.txt to determine how the superseded data were derived.
 AN1439
 AN1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS530414(NAD 83)
 AN1439_MARKER: DB = BENCH MARK DISK
 AN1439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1439_SP_SET: CULVERT
 AN1439_STAMPING: D 820 1943
 AN1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1439
 AN1439  HISTORY     - Date     Condition        Report By
 AN1439  HISTORY     - 1943     MONUMENTED       CGS
 AN1439  HISTORY     - 19960727 GOOD             USPSQD
 AN1439
 AN1439                          STATION DESCRIPTION
 AN1439
 AN1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1439'2.0 MI SW FROM BLANCONIA.
 AN1439'0.6 MILE SOUTH ALONG A COUNTY ROAD FROM THE CATHOLIC CHURCH AT
 AN1439'BLANCONIA, BEE COUNTY, THENCE 1.4 MILES WEST ALONG STATE HIGHWAY 202.
 AN1439'AT A 3- BY 3-FOOT CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE WEST
 AN1439'END OF THE NORTH CONCRETE HEADWALL, 17.3 FEET NORTH OF THE CENTERLINE
 AN1439'OF THE HIGHWAY, AND 1 FOOT ABOVE THE HIGHWAY.  A STANDARD DISK,
 AN1439'STAMPED D 820 1943.
 AN1439
 AN1439                          STATION RECOVERY (1996)
 AN1439
 AN1439'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1377 ***********************************************************************
 AX1377  DESIGNATION -  D 822
 AX1377  PID         -  AX1377
 AX1377  STATE/COUNTY-  TX/GONZALES
 AX1377  USGS QUAD   -  GONZALES NORTH (1981)
 AX1377
 AX1377                         *CURRENT SURVEY CONTROL
 AX1377  ___________________________________________________________________
 AX1377* NAD 83(1986)-  29 34 22.     (N)    097 22 33.     (W)     SCALED    
 AX1377* NAVD 88     -       107.18   (+/-2cm)     351.6    (feet)  VERTCON   
 AX1377  ___________________________________________________________________
 AX1377  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AX1377
 AX1377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1377
 AX1377.The horizontal coordinates were scaled from a topographic map and have
 AX1377.an estimated accuracy of +/- 6 seconds.
 AX1377
 AX1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1377.The vertical order pertains to the NGVD 29 superseded value.
 AX1377
 AX1377.The geoid height was determined by GEOID03.
 AX1377
 AX1377;                    North         East    Units  Estimated Accuracy
 AX1377;SPC TXSC     - 4,193,870.      757,350.      MT  (+/- 180 meters Scaled)
 AX1377
 AX1377                          SUPERSEDED SURVEY CONTROL
 AX1377
 AX1377  NGVD 29 (??/??/92)  107.147  (m)          351.53   (f) ADJ UNCH    2 0
 AX1377
 AX1377.Superseded values are not recommended for survey control.
 AX1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1377.See file dsdata.txt to determine how the superseded data were derived.
 AX1377
 AX1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT573725(NAD 83)
 AX1377_MARKER: DB = BENCH MARK DISK
 AX1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1377_STAMPING: D 822 1943
 AX1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1377+STABILITY: SURFACE MOTION
 AX1377
 AX1377  HISTORY     - Date     Condition        Report By
 AX1377  HISTORY     - 1943     MONUMENTED       CGS
 AX1377  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1377
 AX1377                          STATION DESCRIPTION
 AX1377
 AX1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1377'7.5 MI NE FROM GONZALES.
 AX1377'7.5 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 AX1377'GONZALES, GONZALES COUNTY, AT DENTON CREEK SCHOOL, ABOUT 400 FEET
 AX1377'NORTHEAST OF THE SCHOOLHOUSE, ABOUT 250 FEET SOUTHEAST OF A FARMHOUSE,
 AX1377'42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF A
 AX1377'RIGHT-OF-WAY MARKER, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 AX1377'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED D 822 1943 AND SET
 AX1377'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1377
 AX1377                          STATION RECOVERY (1988)
 AX1377
 AX1377'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2314 ***********************************************************************
 AX2314  DESIGNATION -  D 823
 AX2314  PID         -  AX2314
 AX2314  STATE/COUNTY-  TX/GONZALES
 AX2314  USGS QUAD   -  HARWOOD (1981)
 AX2314
 AX2314                         *CURRENT SURVEY CONTROL
 AX2314  ___________________________________________________________________
 AX2314* NAD 83(1986)-  29 40 05.     (N)    097 30 15.     (W)     SCALED    
 AX2314* NAVD 88     -       142.57   (+/-2cm)     467.7    (feet)  VERTCON   
 AX2314  ___________________________________________________________________
 AX2314  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX2314
 AX2314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2314
 AX2314.The horizontal coordinates were scaled from a topographic map and have
 AX2314.an estimated accuracy of +/- 6 seconds.
 AX2314
 AX2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2314.The vertical order pertains to the NGVD 29 superseded value.
 AX2314
 AX2314.The geoid height was determined by GEOID03.
 AX2314
 AX2314;                    North         East    Units  Estimated Accuracy
 AX2314;SPC TXSC     - 4,204,260.      744,780.      MT  (+/- 180 meters Scaled)
 AX2314
 AX2314                          SUPERSEDED SURVEY CONTROL
 AX2314
 AX2314  NGVD 29 (??/??/92)  142.515  (m)          467.57   (f) ADJ UNCH    2 0
 AX2314
 AX2314.Superseded values are not recommended for survey control.
 AX2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2314.See file dsdata.txt to determine how the superseded data were derived.
 AX2314
 AX2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT447829(NAD 83)
 AX2314_MARKER: DB = BENCH MARK DISK
 AX2314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2314_SP_SET: STEP
 AX2314_STAMPING: D 823 1943
 AX2314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2314
 AX2314  HISTORY     - Date     Condition        Report By
 AX2314  HISTORY     - 1943     MONUMENTED       CGS
 AX2314  HISTORY     - 1971     POOR             NGS
 AX2314  HISTORY     - 1987     GOOD             USPSQD
 AX2314
 AX2314                          STATION DESCRIPTION
 AX2314
 AX2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2314'IN HARWOOD.
 AX2314'AT HARWOOD, GONZALES COUNTY, AT THE GRADE SCHOOL, AT THE WEST ENTRANCE
 AX2314'TO THE SCHOOL BUILDING, IN THE TOP OF THE NORTH END OF THE TOP
 AX2314'CONCRETE STEP, 11.3 FEET SOUTH OF THE NORTHWEST CORNER, AND 3 FEET
 AX2314'NORTH OF THE CENTER OF THE ENTRANCE.  A STANDARD DISK STAMPED D 823
 AX2314'1943.  NOTE-- 1971 REPORT-THE ENTIRE CONCRETE STEP OR PORCH APPEARS TO
 AX2314'HAVE SETTLED SLIGHTLY AWAY FROM THE BUILDING AND DOWN ABOUT AN INCH.
 AX2314
 AX2314                          STATION RECOVERY (1971)
 AX2314
 AX2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX2314'MARK RECOVERED IN POOR CONDITION.
 AX2314
 AX2314                          STATION RECOVERY (1987)
 AX2314
 AX2314'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2315 ***********************************************************************
 AX2315  DESIGNATION -  D 823 RESET 1971
 AX2315  PID         -  AX2315
 AX2315  STATE/COUNTY-  TX/GONZALES
 AX2315  USGS QUAD   -  HARWOOD (1981)
 AX2315
 AX2315                         *CURRENT SURVEY CONTROL
 AX2315  ___________________________________________________________________
 AX2315* NAD 83(1986)-  29 40 05.     (N)    097 30 15.     (W)     SCALED    
 AX2315* NAVD 88     -       142.02   (+/-2cm)     465.9    (feet)  VERTCON   
 AX2315  ___________________________________________________________________
 AX2315  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX2315
 AX2315  VERT ORDER  -  THIRD (See Below)
 AX2315
 AX2315.The horizontal coordinates were scaled from a topographic map and have
 AX2315.an estimated accuracy of +/- 6 seconds.
 AX2315
 AX2315.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2315.The vertical order pertains to the NGVD 29 superseded value.
 AX2315
 AX2315.The geoid height was determined by GEOID03.
 AX2315
 AX2315;                    North         East    Units  Estimated Accuracy
 AX2315;SPC TXSC     - 4,204,260.      744,780.      MT  (+/- 180 meters Scaled)
 AX2315
 AX2315                          SUPERSEDED SURVEY CONTROL
 AX2315
 AX2315  NGVD 29 (01/29/03)  141.97   (m)          465.8    (f) RESET       3  
 AX2315
 AX2315.Superseded values are not recommended for survey control.
 AX2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2315.See file dsdata.txt to determine how the superseded data were derived.
 AX2315
 AX2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT447829(NAD 83)
 AX2315_MARKER: DB = BENCH MARK DISK
 AX2315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2315_SP_SET: FLAGEPOLE
 AX2315_STAMPING: D 823 RESET 1971
 AX2315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2315
 AX2315  HISTORY     - Date     Condition        Report By
 AX2315  HISTORY     - 1971     MONUMENTED       NGS
 AX2315
 AX2315                          STATION DESCRIPTION
 AX2315
 AX2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX2315'IN HARWOOD.
 AX2315'AT HARWOOD, IN THE SCHOOLYARD OF THE HARWOOD HIGH SCHOOL WHICH IS NO
 AX2315'LONGER IN USE, 90 FEET EAST OF THE CENTER OF THE STREET, 70 FEET SOUTH
 AX2315'OF THE NORTHWEST CORNER OF THE BUILDING, 51 FEET WEST OF THE WEST WALL
 AX2315'OF THE BUILDING, SET IN A DRILLED HOLE IN THE CONCRETE BASE OF
 AX2315'FLAGPOLE.  THE BASE MEASURES 12 X 14-INCHES AND PROJECTS 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1341 ***********************************************************************
 AX1341  DESIGNATION -  D 824 RESET 1970
 AX1341  PID         -  AX1341
 AX1341  STATE/COUNTY-  TX/GONZALES
 AX1341  USGS QUAD   -  SANDY FORK (1981)
 AX1341
 AX1341                         *CURRENT SURVEY CONTROL
 AX1341  ___________________________________________________________________
 AX1341* NAD 83(1986)-  29 40 32.     (N)    097 26 55.     (W)     SCALED    
 AX1341* NAVD 88     -       116.84   (+/-2cm)     383.3    (feet)  VERTCON   
 AX1341  ___________________________________________________________________
 AX1341  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AX1341
 AX1341  VERT ORDER  -  THIRD (See Below)
 AX1341
 AX1341.The horizontal coordinates were scaled from a topographic map and have
 AX1341.an estimated accuracy of +/- 6 seconds.
 AX1341
 AX1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1341.The vertical order pertains to the NGVD 29 superseded value.
 AX1341
 AX1341.The geoid height was determined by GEOID03.
 AX1341
 AX1341;                    North         East    Units  Estimated Accuracy
 AX1341;SPC TXSC     - 4,205,160.      750,150.      MT  (+/- 180 meters Scaled)
 AX1341
 AX1341                          SUPERSEDED SURVEY CONTROL
 AX1341
 AX1341  NGVD 29 (01/29/03)  116.79   (m)          383.2    (f) RESET       3  
 AX1341
 AX1341.Superseded values are not recommended for survey control.
 AX1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1341.See file dsdata.txt to determine how the superseded data were derived.
 AX1341
 AX1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT501838(NAD 83)
 AX1341_MARKER: DD = SURVEY DISK
 AX1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1341_STAMPING: D 824 RESET 1970
 AX1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1341+STABILITY: SURFACE MOTION
 AX1341
 AX1341  HISTORY     - Date     Condition        Report By
 AX1341  HISTORY     - 1970     MONUMENTED       TXHD
 AX1341  HISTORY     - 1971     GOOD             NGS
 AX1341  HISTORY     - 1987     GOOD             USPSQD
 AX1341  HISTORY     - 1988     GOOD             USPSQD
 AX1341  HISTORY     - 1989     GOOD             USPSQD
 AX1341  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1341  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX1341
 AX1341                          STATION DESCRIPTION
 AX1341
 AX1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX1341'3.4 MI E FROM HARWOOD.
 AX1341'3.4 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN HARWOOD,
 AX1341'75 FEET NORTH OF THE CENTER OF THE HIGHWAY, 38 FEET NORTH OF THE NORTH
 AX1341'END OF A LARGE STEEL CULVERT, 6 FEET WEST OF A 24-INCH PINE TREE 1.1
 AX1341'FOOT SOUTH OF A FENCE LINE, 1.8 FEET WEST OF A METAL WITNESS POST,
 AX1341'ABOUT 250 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM THE CIRCLE J BARN
 AX1341'(DANCE HALL), SET IN AN IRREGULAR SHAPED CONCRETE POST FLUSH WITH THE
 AX1341'GROUND.
 AX1341
 AX1341                          STATION RECOVERY (1987)
 AX1341
 AX1341'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1341'RECOVERED IN GOOD CONDITION.
 AX1341
 AX1341                          STATION RECOVERY (1988)
 AX1341
 AX1341'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1341'RECOVERED IN GOOD CONDITION.
 AX1341
 AX1341                          STATION RECOVERY (1989)
 AX1341
 AX1341'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1341'RECOVERED IN GOOD CONDITION.
 AX1341
 AX1341                          STATION RECOVERY (2003)
 AX1341
 AX1341'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1341'MARK NOT FOUND.
 AX1341
 AX1341                          STATION RECOVERY (2005)
 AX1341
 AX1341'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1424 ***********************************************************************
 AX1424  DESIGNATION -  D 825
 AX1424  PID         -  AX1424
 AX1424  STATE/COUNTY-  TX/FAYETTE
 AX1424  USGS QUAD   -  CISTERN (1981)
 AX1424
 AX1424                         *CURRENT SURVEY CONTROL
 AX1424  ___________________________________________________________________
 AX1424* NAD 83(1986)-  29 49 38.     (N)    097 12 57.     (W)     SCALED    
 AX1424* NAVD 88     -       121.01   (+/-2cm)     397.0    (feet)  VERTCON   
 AX1424  ___________________________________________________________________
 AX1424  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AX1424
 AX1424  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1424
 AX1424.The horizontal coordinates were scaled from a topographic map and have
 AX1424.an estimated accuracy of +/- 6 seconds.
 AX1424
 AX1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1424.The vertical order pertains to the NGVD 29 superseded value.
 AX1424
 AX1424.The geoid height was determined by GEOID03.
 AX1424
 AX1424;                    North         East    Units  Estimated Accuracy
 AX1424;SPC TXSC     - 4,222,290.      772,420.      MT  (+/- 180 meters Scaled)
 AX1424
 AX1424                          SUPERSEDED SURVEY CONTROL
 AX1424
 AX1424  NGVD 29 (??/??/92)  120.964  (m)          396.86   (f) ADJ UNCH    2 0
 AX1424
 AX1424.Superseded values are not recommended for survey control.
 AX1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1424.See file dsdata.txt to determine how the superseded data were derived.
 AX1424
 AX1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU723009(NAD 83)
 AX1424_MARKER: DB = BENCH MARK DISK
 AX1424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1424_SP_SET: CULVERT
 AX1424_STAMPING: D 825 1943
 AX1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1424
 AX1424  HISTORY     - Date     Condition        Report By
 AX1424  HISTORY     - 1943     MONUMENTED       CGS
 AX1424  HISTORY     - 1960     GOOD             NGS
 AX1424  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1424  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1424
 AX1424                          STATION DESCRIPTION
 AX1424
 AX1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AX1424'0.8 MI N FROM CISTERN.
 AX1424'0.8 MILE NORTH ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION AT
 AX1424'CISTERN, FAYETTE COUNTY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF
 AX1424'THE SOUTH END OF THE WEST HEADWALL, 14 FEET WEST OF THE CENTERLINE OF
 AX1424'THE HIGHWAY AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 AX1424
 AX1424                          STATION RECOVERY (1991)
 AX1424
 AX1424'RECOVERY NOTE BY US POWER SQUADRON 1991 (HY)
 AX1424'MARK NOT FOUND.
 AX1424
 AX1424                          STATION RECOVERY (1997)
 AX1424
 AX1424'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1425 ***********************************************************************
 AX1425  DESIGNATION -  D 825 RESET 1960
 AX1425  PID         -  AX1425
 AX1425  STATE/COUNTY-  TX/FAYETTE
 AX1425  USGS QUAD   -  CISTERN (1981)
 AX1425
 AX1425                         *CURRENT SURVEY CONTROL
 AX1425  ___________________________________________________________________
 AX1425* NAD 83(1986)-  29 49 35.     (N)    097 12 58.     (W)     SCALED    
 AX1425* NAVD 88     -       121.78   (+/-2cm)     399.5    (feet)  VERTCON   
 AX1425  ___________________________________________________________________
 AX1425  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AX1425
 AX1425  VERT ORDER  -  THIRD (See Below)
 AX1425
 AX1425.The horizontal coordinates were scaled from a topographic map and have
 AX1425.an estimated accuracy of +/- 6 seconds.
 AX1425
 AX1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1425.The vertical order pertains to the NGVD 29 superseded value.
 AX1425
 AX1425.The geoid height was determined by GEOID03.
 AX1425
 AX1425;                    North         East    Units  Estimated Accuracy
 AX1425;SPC TXSC     - 4,222,200.      772,400.      MT  (+/- 180 meters Scaled)
 AX1425
 AX1425                          SUPERSEDED SURVEY CONTROL
 AX1425
 AX1425  NGVD 29 (??/??/??)  121.73   (m)          399.4    (f) RESET       3  
 AX1425
 AX1425.Superseded values are not recommended for survey control.
 AX1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1425.See file dsdata.txt to determine how the superseded data were derived.
 AX1425
 AX1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU723008(NAD 83)
 AX1425_MARKER: DB = BENCH MARK DISK
 AX1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1425_STAMPING: D 825 RESET 1960
 AX1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1425+STABILITY: SURFACE MOTION
 AX1425
 AX1425  HISTORY     - Date     Condition        Report By
 AX1425  HISTORY     - 1960     MONUMENTED       CGS
 AX1425  HISTORY     - 19910608 GOOD             USPSQD
 AX1425  HISTORY     - 19970607 GOOD             USPSQD
 AX1425
 AX1425                          STATION DESCRIPTION
 AX1425
 AX1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AX1425'0.8 MI N FROM CISTERN.
 AX1425'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY NO.95 FROM THE MAIN ROAD
 AX1425'INTERSECTION IN CISTERN, 100 YARDS SOUTH OF A CONCRETE CULVERT AND A
 AX1425'CURVE, ABOUT 20 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE LINE IN AN
 AX1425'OLD FENCE LINE AND CORNER ABOUT 30 YARDS SOUTH OF AN OLD SCHACK.  A
 AX1425'STANDARD DISK STAMPED D 825 RESET 1960 IN A CONCRETE POST WHICH
 AX1425'PROJECTS ABOUT 3 INCHES.
 AX1425
 AX1425                          STATION RECOVERY (1991)
 AX1425
 AX1425'RECOVERY NOTE BY US POWER SQUADRON 1991 (HY)
 AX1425'RECOVERED IN GOOD CONDITION.
 AX1425
 AX1425                          STATION RECOVERY (1997)
 AX1425
 AX1425'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1575 ***********************************************************************
 AX1575  DESIGNATION -  D 827
 AX1575  PID         -  AX1575
 AX1575  STATE/COUNTY-  TX/GONZALES
 AX1575  USGS QUAD   -  DILWORTH (1981)
 AX1575
 AX1575                         *CURRENT SURVEY CONTROL
 AX1575  ___________________________________________________________________
 AX1575* NAD 83(1986)-  29 30 08.     (N)    097 17 05.     (W)     SCALED    
 AX1575* NAVD 88     -        95.67   (+/-2cm)     313.9    (feet)  VERTCON   
 AX1575  ___________________________________________________________________
 AX1575  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AX1575
 AX1575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1575
 AX1575.The horizontal coordinates were scaled from a topographic map and have
 AX1575.an estimated accuracy of +/- 6 seconds.
 AX1575
 AX1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1575.The vertical order pertains to the NGVD 29 superseded value.
 AX1575
 AX1575.The geoid height was determined by GEOID03.
 AX1575
 AX1575;                    North         East    Units  Estimated Accuracy
 AX1575;SPC TXSC     - 4,186,180.      766,290.      MT  (+/- 180 meters Scaled)
 AX1575
 AX1575                          SUPERSEDED SURVEY CONTROL
 AX1575
 AX1575  NGVD 29 (??/??/92)   95.645  (m)          313.80   (f) ADJ UNCH    2 0
 AX1575
 AX1575.Superseded values are not recommended for survey control.
 AX1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1575.See file dsdata.txt to determine how the superseded data were derived.
 AX1575
 AX1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT662648(NAD 83)
 AX1575_MARKER: DB = BENCH MARK DISK
 AX1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1575_STAMPING: D 827 1943
 AX1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1575+STABILITY: SURFACE MOTION
 AX1575
 AX1575  HISTORY     - Date     Condition        Report By
 AX1575  HISTORY     - 1943     MONUMENTED       CGS
 AX1575  HISTORY     - 1959     GOOD             NGS
 AX1575
 AX1575                          STATION DESCRIPTION
 AX1575
 AX1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX1575'9.9 MI NW FROM SHINER.
 AX1575'IN GONZALES COUNTY, 7.0 MILES WEST ALONG U. S. HIGHWAY 90 A FROM THE
 AX1575'CITY HALL AT SHINER, LAVACA COUNTY, THENCE 2.9 MILES NORTH ALONG A
 AX1575'GRAVEL ROAD LEDING TO DILWORTH.  0.4 MILES SOUTH OF DILWORTH
 AX1575'COMMUNITY, AT A T-ROAD JUNCTION, 50 FEET SOUTH OF THE CENTER OF THE
 AX1575'JUNCTION, 24 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND LEVEL
 AX1575'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0439 ***********************************************************************
 AY0439  DESIGNATION -  D 828
 AY0439  PID         -  AY0439
 AY0439  STATE/COUNTY-  TX/BEXAR
 AY0439  USGS QUAD   -  ELMENDORF (1992)
 AY0439
 AY0439                         *CURRENT SURVEY CONTROL
 AY0439  ___________________________________________________________________
 AY0439* NAD 83(1986)-  29 15 21.     (N)    098 20 05.     (W)     SCALED    
 AY0439* NAVD 88     -       152.970  (meters)     501.87   (feet)  POSTED    
 AY0439  ___________________________________________________________________
 AY0439  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY0439  DYNAMIC HT  -         152.750 (meters)     501.15  (feet)  COMP
 AY0439  MODELED GRAV-     979,204.0   (mgal)                       NAVD 88
 AY0439
 AY0439  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0439
 AY0439.The horizontal coordinates were scaled from a topographic map and have
 AY0439.an estimated accuracy of +/- 6 seconds.
 AY0439
 AY0439.The orthometric height was determined by differential leveling
 AY0439.and adjusted by the National Geodetic Survey in 1992..
 AY0439.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0439.rate of 1.1 thru 2.0 mm/km.
 AY0439
 AY0439.The geoid height was determined by GEOID03.
 AY0439
 AY0439.The dynamic height is computed by dividing the NAVD 88
 AY0439.geopotential number by the normal gravity value computed on the
 AY0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0439.degrees latitude (g = 980.6199 gals.).
 AY0439
 AY0439.The modeled gravity was interpolated from observed gravity values.
 AY0439
 AY0439;                    North         East    Units  Estimated Accuracy
 AY0439;SPC TXSC     - 4,157,830.      664,660.      MT  (+/- 180 meters Scaled)
 AY0439
 AY0439                          SUPERSEDED SURVEY CONTROL
 AY0439
 AY0439  NGVD 29 (??/??/92)  152.897  (m)          501.63   (f) ADJ UNCH    1 2
 AY0439
 AY0439.Superseded values are not recommended for survey control.
 AY0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0439.See file dsdata.txt to determine how the superseded data were derived.
 AY0439
 AY0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT646365(NAD 83)
 AY0439_MARKER: DB = BENCH MARK DISK
 AY0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0439_STAMPING: D 828 1943
 AY0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0439+STABILITY: SURFACE MOTION
 AY0439
 AY0439  HISTORY     - Date     Condition        Report By
 AY0439  HISTORY     - 1943     MONUMENTED       CGS
 AY0439  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0439  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0439  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0439  HISTORY     - 20040227 MARK NOT FOUND   USPSQD
 AY0439
 AY0439                          STATION DESCRIPTION
 AY0439
 AY0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0439'IN ELMENDORF.
 AY0439'BENCH MARK IS ABOUT 0.1 MILE NORTHWEST OF THE SIGN POST ELMENDORF, AND
 AY0439'ABOUT 220.0 FEET SOUTHEAST OF THE SOUTHEAST END OF RAILROAD TRESTLE
 AY0439'NO.15.14.  IT IS 36.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION
 AY0439'AS THE CENTERLINE OF THE MAIN TRACK, 29.5 FEET NORTHWEST OF THE
 AY0439'CENTERLINE OF A GRAVEL ROAD CROSSING THE RAILROAD, 3.8 FEET NORTHWEST
 AY0439'OF THE SIXTH POLE (ABOUT 0.2 MILE) SOUTHEAST OF MILEPOST 15, AND 4.0
 AY0439'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5
 AY0439'FOOT.
 AY0439
 AY0439                          STATION RECOVERY (1967)
 AY0439
 AY0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0439'MARK NOT FOUND.
 AY0439
 AY0439                          STATION RECOVERY (1980)
 AY0439
 AY0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0439'CONCRETE POST FOUND WITH TOP BROKEN OFF, DISK WAS NOT RECOVERED.
 AY0439
 AY0439                          STATION RECOVERY (1999)
 AY0439
 AY0439'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0439'MARK NOT FOUND.
 AY0439
 AY0439                          STATION RECOVERY (2004)
 AY0439
 AY0439'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0486 ***********************************************************************
 AY0486  DESIGNATION -  D 829
 AY0486  PID         -  AY0486
 AY0486  STATE/COUNTY-  TX/WILSON
 AY0486  USGS QUAD   -  FLORESVILLE (1973)
 AY0486
 AY0486                         *CURRENT SURVEY CONTROL
 AY0486  ___________________________________________________________________
 AY0486* NAD 83(1986)-  29 10 09.     (N)    098 07 46.     (W)     SCALED    
 AY0486* NAVD 88     -       140.83   (+/-2cm)     462.0    (feet)  VERTCON   
 AY0486  ___________________________________________________________________
 AY0486  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0486
 AY0486  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0486
 AY0486.The horizontal coordinates were scaled from a topographic map and have
 AY0486.an estimated accuracy of +/- 6 seconds.
 AY0486
 AY0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0486.The vertical order pertains to the NGVD 29 superseded value.
 AY0486
 AY0486.The geoid height was determined by GEOID03.
 AY0486
 AY0486;                    North         East    Units  Estimated Accuracy
 AY0486;SPC TXSC     - 4,148,360.      684,680.      MT  (+/- 180 meters Scaled)
 AY0486
 AY0486                          SUPERSEDED SURVEY CONTROL
 AY0486
 AY0486  NGVD 29 (??/??/92)  140.769  (m)          461.84   (f) ADJ UNCH    2 0
 AY0486
 AY0486.Superseded values are not recommended for survey control.
 AY0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0486.See file dsdata.txt to determine how the superseded data were derived.
 AY0486
 AY0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT846270(NAD 83)
 AY0486_MARKER: DB = BENCH MARK DISK
 AY0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0486_SP_SET: CULVERT
 AY0486_STAMPING: D 829 1943
 AY0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0486
 AY0486  HISTORY     - Date     Condition        Report By
 AY0486  HISTORY     - 1943     MONUMENTED       CGS
 AY0486  HISTORY     - 1955     GOOD             NGS
 AY0486  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 AY0486
 AY0486                          STATION DESCRIPTION
 AY0486
 AY0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0486'3.35 MI NE FROM FLORESVILLE.
 AY0486'TO REACH FROM THE COURT HOUSE AT FLORESVILLE-- PROCEED 3.35 MILES
 AY0486'NORTHEASTERLY ALONG STATE HIGHWAY NO.97 TO SITE OF BENCH MARK.  BENCH
 AY0486'MARK IS ABOUT 0.25 MILE SOUTHWEST OF A DIRT SIDE ROAD INTERSECTION
 AY0486'LEADING SOUTHEAST, AND 17.3 FEET NORTHWEST OF AND ABOUT 0.5 ABOVE THE
 AY0486'CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE SOUTHWEST END OF
 AY0486'THE NORTHWEST HEADWALL OF A LARGE CONCRETE CULVERT.
 AY0486
 AY0486                          STATION RECOVERY (1955)
 AY0486
 AY0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AY0486'RECOVERED IN GOOD CONDITION.
 AY0486
 AY0486                          STATION RECOVERY (1995)
 AY0486
 AY0486'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0487 ***********************************************************************
 AY0487  DESIGNATION -  D 829 RESET 1955
 AY0487  PID         -  AY0487
 AY0487  STATE/COUNTY-  TX/WILSON
 AY0487  USGS QUAD   -  FLORESVILLE (1973)
 AY0487
 AY0487                         *CURRENT SURVEY CONTROL
 AY0487  ___________________________________________________________________
 AY0487* NAD 83(1986)-  29 10 09.     (N)    098 07 46.     (W)     SCALED    
 AY0487* NAVD 88     -       140.58   (+/-2cm)     461.2    (feet)  VERTCON   
 AY0487  ___________________________________________________________________
 AY0487  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0487
 AY0487  VERT ORDER  -  THIRD (See Below)
 AY0487
 AY0487.The horizontal coordinates were scaled from a topographic map and have
 AY0487.an estimated accuracy of +/- 6 seconds.
 AY0487
 AY0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0487.The vertical order pertains to the NGVD 29 superseded value.
 AY0487
 AY0487.The geoid height was determined by GEOID03.
 AY0487
 AY0487;                    North         East    Units  Estimated Accuracy
 AY0487;SPC TXSC     - 4,148,360.      684,680.      MT  (+/- 180 meters Scaled)
 AY0487
 AY0487                          SUPERSEDED SURVEY CONTROL
 AY0487
 AY0487  NGVD 29 (01/29/03)  140.52   (m)          461.0    (f) RESET       3  
 AY0487
 AY0487.Superseded values are not recommended for survey control.
 AY0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0487.See file dsdata.txt to determine how the superseded data were derived.
 AY0487
 AY0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT846270(NAD 83)
 AY0487_MARKER: DB = BENCH MARK DISK
 AY0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0487_STAMPING: D 829 RESET 1955
 AY0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0487+STABILITY: SURFACE MOTION
 AY0487
 AY0487  HISTORY     - Date     Condition        Report By
 AY0487  HISTORY     - 1955     MONUMENTED       CGS
 AY0487  HISTORY     - 20050819 MARK NOT FOUND   USPSQD
 AY0487
 AY0487                          STATION DESCRIPTION
 AY0487
 AY0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AY0487'3.35 MI NE FROM FLORESVILLE.
 AY0487'ABOUT 3.35 MILES NORTHEAST FROM THE COURT HOUSE IN FLORESVILLE, WILSON
 AY0487'COUNTY, TEXAS, ALONG HIGHWAY NO.97, ABOUT 42 YARDS NORTHEAST OF A T
 AY0487'FENCE CORNER AND THE END OF A CONCRETE CULVERT, 1 FOOT SOUTH EAST OF
 AY0487'THE SOUTH EAST RIGHT-OF-WAY FENCE AND UNDER A POWER POLE GUY WIRE. A
 AY0487'STANDARD DISK STAMPED D 829 RESET 1955 IN A CONCRETE MONUMENT
 AY0487'PROJECTING 4 INCHES.
 AY0487
 AY0487                          STATION RECOVERY (2005)
 AY0487
 AY0487'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1553 ***********************************************************************
 AX1553  DESIGNATION -  D 831 RESET 1956
 AX1553  PID         -  AX1553
 AX1553  STATE/COUNTY-  TX/BASTROP
 AX1553  USGS QUAD   -  ROSANKY (1981)
 AX1553
 AX1553                         *CURRENT SURVEY CONTROL
 AX1553  ___________________________________________________________________
 AX1553* NAD 83(1986)-  29 53 36.     (N)    097 20 16.     (W)     SCALED    
 AX1553* NAVD 88     -       153.65   (+/-2cm)     504.1    (feet)  VERTCON   
 AX1553  ___________________________________________________________________
 AX1553  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1553
 AX1553  VERT ORDER  -  THIRD (See Below)
 AX1553
 AX1553.The horizontal coordinates were scaled from a topographic map and have
 AX1553.an estimated accuracy of +/- 6 seconds.
 AX1553
 AX1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1553.The vertical order pertains to the NGVD 29 superseded value.
 AX1553
 AX1553.The geoid height was determined by GEOID03.
 AX1553
 AX1553;                    North         East    Units  Estimated Accuracy
 AX1553;SPC TX C     - 3,029,020.      989,320.      MT  (+/- 180 meters Scaled)
 AX1553
 AX1553                          SUPERSEDED SURVEY CONTROL
 AX1553
 AX1553  NGVD 29 (??/??/??)  153.58   (m)          503.9    (f) RESET       3  
 AX1553
 AX1553.Superseded values are not recommended for survey control.
 AX1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1553.See file dsdata.txt to determine how the superseded data were derived.
 AX1553
 AX1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU605081(NAD 83)
 AX1553_MARKER: DB = BENCH MARK DISK
 AX1553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1553_SP_SET: MONUMENT
 AX1553_STAMPING: D 831 RESET 1956
 AX1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1553
 AX1553  HISTORY     - Date     Condition        Report By
 AX1553  HISTORY     - 1956     MONUMENTED       CGS
 AX1553
 AX1553                          STATION DESCRIPTION
 AX1553
 AX1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AX1553'1 MI N FROM STRING PRAIRIE.
 AX1553'1.0 MILE NORTH ALONG STATE HIGHWAY NO.304 FROM THE STORE AND SCHOOL
 AX1553'HOUSE AT STRING PRAIRIE, 9 YARDS EAST OF THE EAST RIGHT-OF-WAY FENCE
 AX1553'OF THE HIGHWAY, ABOUT 20 FEET NORTH OF AN OLD ROADWAY LEADING EAST
 AX1553'ABOUT 50 YARDS TO THE SITE OF AN OLD FARM YARD AND 42 YARDS NORTHWEST
 AX1553'FROM A WELL CURB.  IT IS 9 YARDS EAST OF THE SOUTH GATE POST OF A NEW
 AX1553'GATE INTO THE PASTURE.  A STANDARD DISK STAMPED D 831 RESET 1956 IN A
 AX1553'CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0528 ***********************************************************************
 AY0528  DESIGNATION -  D 832
 AY0528  PID         -  AY0528
 AY0528  STATE/COUNTY-  TX/BEXAR
 AY0528  USGS QUAD   -  ELMENDORF (1992)
 AY0528
 AY0528                         *CURRENT SURVEY CONTROL
 AY0528  ___________________________________________________________________
 AY0528* NAD 83(1986)-  29 21 18.     (N)    098 17 36.     (W)     SCALED    
 AY0528* NAVD 88     -       156.97   (+/-2cm)     515.0    (feet)  VERTCON   
 AY0528  ___________________________________________________________________
 AY0528  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AY0528
 AY0528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0528
 AY0528.The horizontal coordinates were scaled from a topographic map and have
 AY0528.an estimated accuracy of +/- 6 seconds.
 AY0528
 AY0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0528.The vertical order pertains to the NGVD 29 superseded value.
 AY0528
 AY0528.The geoid height was determined by GEOID03.
 AY0528
 AY0528;                    North         East    Units  Estimated Accuracy
 AY0528;SPC TXSC     - 4,168,850.      668,610.      MT  (+/- 180 meters Scaled)
 AY0528
 AY0528                          SUPERSEDED SURVEY CONTROL
 AY0528
 AY0528  NGVD 29 (??/??/92)  156.871  (m)          514.67   (f) ADJ UNCH    2 0
 AY0528
 AY0528.Superseded values are not recommended for survey control.
 AY0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0528.See file dsdata.txt to determine how the superseded data were derived.
 AY0528
 AY0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT685475(NAD 83)
 AY0528_MARKER: DB = BENCH MARK DISK
 AY0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0528_SP_SET: BRIDGE
 AY0528_STAMPING: D 832 1943
 AY0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0528
 AY0528  HISTORY     - Date     Condition        Report By
 AY0528  HISTORY     - 1943     MONUMENTED       CGS
 AY0528  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0528  HISTORY     - 20040227 MARK NOT FOUND   USPSQD
 AY0528
 AY0528                          STATION DESCRIPTION
 AY0528
 AY0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0528'1.3 MI S FROM SAYERS.
 AY0528'TO REACH FROM THE SCHOOL HOUSE AT SAYERS-- PROCEED 1.3 MILES SOUTHERLY
 AY0528'ALONG THE STUART ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.45
 AY0528'MILE NORTH OF AN ASPHALT ROAD INTERSECTION, AND ABOUT 0.1 MILE SOUTH
 AY0528'OF A PRIVATE DRIVEWAY LEADING WEST TO A WHITE FRAME HOUSE. IT IS 10.3
 AY0528'FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AY0528'AND SET HORIZONTALLY IN THE SOUTHWEST CONCRETE WINGWALL OF A SMALL
 AY0528'WOODEN BRIDGE.
 AY0528
 AY0528                          STATION RECOVERY (1999)
 AY0528
 AY0528'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0528'MARK NOT FOUND.
 AY0528
 AY0528                          STATION RECOVERY (2004)
 AY0528
 AY0528'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0529 ***********************************************************************
 AY0529  DESIGNATION -  D 832 RESET 1951
 AY0529  PID         -  AY0529
 AY0529  STATE/COUNTY-  TX/BEXAR
 AY0529  USGS QUAD   -  ELMENDORF (1992)
 AY0529
 AY0529                         *CURRENT SURVEY CONTROL
 AY0529  ___________________________________________________________________
 AY0529* NAD 83(1986)-  29 21 18.     (N)    098 17 36.     (W)     SCALED    
 AY0529* NAVD 88     -       158.35   (+/-2cm)     519.5    (feet)  VERTCON   
 AY0529  ___________________________________________________________________
 AY0529  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AY0529
 AY0529  VERT ORDER  -  THIRD (See Below)
 AY0529
 AY0529.The horizontal coordinates were scaled from a topographic map and have
 AY0529.an estimated accuracy of +/- 6 seconds.
 AY0529
 AY0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0529.The vertical order pertains to the NGVD 29 superseded value.
 AY0529
 AY0529.The geoid height was determined by GEOID03.
 AY0529
 AY0529;                    North         East    Units  Estimated Accuracy
 AY0529;SPC TXSC     - 4,168,850.      668,610.      MT  (+/- 180 meters Scaled)
 AY0529
 AY0529                          SUPERSEDED SURVEY CONTROL
 AY0529
 AY0529  NGVD 29 (01/29/03)  158.25   (m)          519.2    (f) RESET       3  
 AY0529
 AY0529.Superseded values are not recommended for survey control.
 AY0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0529.See file dsdata.txt to determine how the superseded data were derived.
 AY0529
 AY0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT685475(NAD 83)
 AY0529_MARKER: DB = BENCH MARK DISK
 AY0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0529_STAMPING: D 832 RESET 1951
 AY0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0529+STABILITY: SURFACE MOTION
 AY0529
 AY0529  HISTORY     - Date     Condition        Report By
 AY0529  HISTORY     - 1951     MONUMENTED       CGS
 AY0529  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0529  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0529
 AY0529                          STATION DESCRIPTION
 AY0529
 AY0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AY0529'1.3 MI S FROM SAYERS.
 AY0529'1.3 MILES SOUTH ALONG THE STUART ROAD FROM THE SCHOOLHOUSE AT SAYERS,
 AY0529'BEXAR COUNTY, 0.45 MILE NORTH OF AN ASPHALT-ROAD INTERSECTION, AND A
 AY0529'SCHOOLHOUSE, 0.1 MILE SOUTH OF A PRIVATE DRIVEWAY LEADING WEST TO A
 AY0529'WHITE FRAME HOUSE, 58 YARDS SOUTH OF THE CENTER LINE OF A SMALL CREEK
 AY0529'AND BRIDGE, IN THE EAST RIGHT-OF-WAY FENCE LINE, AND 3 FEET SOUTH OF A
 AY0529'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 832 RESET 1951
 AY0529'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 AY0529'GROUND.
 AY0529
 AY0529                          STATION RECOVERY (1967)
 AY0529
 AY0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0529'MARK NOT FOUND.
 AY0529
 AY0529                          STATION RECOVERY (1988)
 AY0529
 AY0529'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0509 ***********************************************************************
 AY0509  DESIGNATION -  D 833
 AY0509  PID         -  AY0509
 AY0509  STATE/COUNTY-  TX/WILSON
 AY0509  USGS QUAD   -  LA VERNIA SW (1992)
 AY0509
 AY0509                         *CURRENT SURVEY CONTROL
 AY0509  ___________________________________________________________________
 AY0509* NAD 83(1986)-  29 19 03.     (N)    098 14 12.     (W)     SCALED    
 AY0509* NAVD 88     -       179.93   (+/-2cm)     590.3    (feet)  VERTCON   
 AY0509  ___________________________________________________________________
 AY0509  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AY0509
 AY0509  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0509
 AY0509.The horizontal coordinates were scaled from a topographic map and have
 AY0509.an estimated accuracy of +/- 6 seconds.
 AY0509
 AY0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0509.The vertical order pertains to the NGVD 29 superseded value.
 AY0509
 AY0509.The geoid height was determined by GEOID03.
 AY0509
 AY0509;                    North         East    Units  Estimated Accuracy
 AY0509;SPC TXSC     - 4,164,730.      674,140.      MT  (+/- 180 meters Scaled)
 AY0509
 AY0509                          SUPERSEDED SURVEY CONTROL
 AY0509
 AY0509  NGVD 29 (??/??/92)  179.837  (m)          590.02   (f) ADJ UNCH    2 0
 AY0509
 AY0509.Superseded values are not recommended for survey control.
 AY0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0509.See file dsdata.txt to determine how the superseded data were derived.
 AY0509
 AY0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT741434(NAD 83)
 AY0509_MARKER: DB = BENCH MARK DISK
 AY0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0509_STAMPING: D 833 1943
 AY0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0509+STABILITY: SURFACE MOTION
 AY0509
 AY0509  HISTORY     - Date     Condition        Report By
 AY0509  HISTORY     - 1943     MONUMENTED       CGS
 AY0509  HISTORY     - 19870401 MARK NOT FOUND   USGS
 AY0509  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0509
 AY0509                          STATION DESCRIPTION
 AY0509
 AY0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0509'10.4 MI SW FROM LAVERNIA.
 AY0509'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 3.1 MILES WESTERLY
 AY0509'ALONG U. S. HIGHWAY NO. 87 TO A DIRT ROAD INTERSECTION LEADING SOUTH,
 AY0509'THENCE 4.85 MILES SOUTHERLY TO A T-ROAD INTERSECTION, THENCE 2.45
 AY0509'MILES WESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 157.0 FEET
 AY0509'EAST OF THE BEXAR-WILSON COUNTY LINE AND A 36-INCH OAK TREE STANDING
 AY0509'IN THE ROAD, AND 32.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AY0509'THE CENTERLINE OF ROAD.  IT IS 11.0 FEET EAST OF THE CENTERLINE OF A
 AY0509'FARM ROAD LEADING NORTH, 1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND
 AY0509'4.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4
 AY0509'FOOT.  NOTE-- BENCH MARK IS ALSO 9.25 MILES NORTHEAST OF ELMENDORF.
 AY0509
 AY0509                          STATION RECOVERY (1987)
 AY0509
 AY0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0509'MARK NOT FOUND.
 AY0509
 AY0509                          STATION RECOVERY (1996)
 AY0509
 AY0509'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2381 ***********************************************************************
 AX2381  DESIGNATION -  D 834
 AX2381  PID         -  AX2381
 AX2381  STATE/COUNTY-  TX/GUADALUPE
 AX2381  USGS QUAD   -  DARST CREEK (1964)
 AX2381
 AX2381                         *CURRENT SURVEY CONTROL
 AX2381  ___________________________________________________________________
 AX2381* NAD 83(1986)-  29 32 48.     (N)    097 46 00.     (W)     SCALED    
 AX2381* NAVD 88     -       125.13   (+/-2cm)     410.5    (feet)  VERTCON   
 AX2381  ___________________________________________________________________
 AX2381  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2381
 AX2381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2381
 AX2381.The horizontal coordinates were scaled from a topographic map and have
 AX2381.an estimated accuracy of +/- 6 seconds.
 AX2381
 AX2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2381.The vertical order pertains to the NGVD 29 superseded value.
 AX2381
 AX2381.The geoid height was determined by GEOID03.
 AX2381
 AX2381;                    North         East    Units  Estimated Accuracy
 AX2381;SPC TXSC     - 4,190,510.      719,520.      MT  (+/- 180 meters Scaled)
 AX2381
 AX2381                          SUPERSEDED SURVEY CONTROL
 AX2381
 AX2381  NGVD 29 (??/??/92)  125.072  (m)          410.34   (f) ADJ UNCH    2 0
 AX2381
 AX2381.Superseded values are not recommended for survey control.
 AX2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2381.See file dsdata.txt to determine how the superseded data were derived.
 AX2381
 AX2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT194691(NAD 83)
 AX2381_MARKER: DB = BENCH MARK DISK
 AX2381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2381_SP_SET: CULVERT
 AX2381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2381
 AX2381  HISTORY     - Date     Condition        Report By
 AX2381  HISTORY     - UNK      MONUMENTED       CGS
 AX2381  HISTORY     - 1943     GOOD             NGS
 AX2381  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2381  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2381  HISTORY     - 20030517 POOR             USPSQD
 AX2381
 AX2381                          STATION DESCRIPTION
 AX2381
 AX2381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2381'5.4 MI W FROM BELMONT.
 AX2381'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2381'BELMONT-- PROCEED 5.4 MILES WESTERLY ALONG STATE HIGHWAY NO. 3 TO SITE
 AX2381'OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE WEST OF A YELLOW FRAME
 AX2381'HOUSE, AND 13.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AX2381'CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE EAST END OF THE
 AX2381'SOUTH HEADWALL OF THE LARGER OF TWO CONCRETE CULVERTS.  BENCH MARK IS
 AX2381'ABOUT 0.45 MILE WEST OF HOWELLS STORE.
 AX2381
 AX2381                          STATION RECOVERY (1993)
 AX2381
 AX2381'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2381'MARK NOT FOUND.
 AX2381
 AX2381                          STATION RECOVERY (1999)
 AX2381
 AX2381'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2381'MARK NOT FOUND.
 AX2381
 AX2381                          STATION RECOVERY (2003)
 AX2381
 AX2381'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2381'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2382 ***********************************************************************
 AX2382  DESIGNATION -  D 834 RESET 1952
 AX2382  PID         -  AX2382
 AX2382  STATE/COUNTY-  TX/GUADALUPE
 AX2382  USGS QUAD   -  DARST CREEK (1964)
 AX2382
 AX2382                         *CURRENT SURVEY CONTROL
 AX2382  ___________________________________________________________________
 AX2382* NAD 83(1986)-  29 32 48.     (N)    097 46 00.     (W)     SCALED    
 AX2382* NAVD 88     -       125.06   (+/-2cm)     410.3    (feet)  VERTCON   
 AX2382  ___________________________________________________________________
 AX2382  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2382
 AX2382  VERT ORDER  -  THIRD (See Below)
 AX2382
 AX2382.The horizontal coordinates were scaled from a topographic map and have
 AX2382.an estimated accuracy of +/- 6 seconds.
 AX2382
 AX2382.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2382.The vertical order pertains to the NGVD 29 superseded value.
 AX2382
 AX2382.The geoid height was determined by GEOID03.
 AX2382
 AX2382;                    North         East    Units  Estimated Accuracy
 AX2382;SPC TXSC     - 4,190,510.      719,520.      MT  (+/- 180 meters Scaled)
 AX2382
 AX2382                          SUPERSEDED SURVEY CONTROL
 AX2382
 AX2382  NGVD 29 (??/??/??)  125.00   (m)          410.1    (f) RESET       3  
 AX2382
 AX2382.Superseded values are not recommended for survey control.
 AX2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2382.See file dsdata.txt to determine how the superseded data were derived.
 AX2382
 AX2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT194691(NAD 83)
 AX2382_MARKER: DD = SURVEY DISK
 AX2382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2382_SP_SET: CULVERT
 AX2382_STAMPING: D 834 RESET 1952
 AX2382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2382
 AX2382  HISTORY     - Date     Condition        Report By
 AX2382  HISTORY     - 1952     MONUMENTED       TXHD
 AX2382  HISTORY     - 1958     GOOD             DOD
 AX2382  HISTORY     - 1988     GOOD             USPSQD
 AX2382  HISTORY     - 19930808 GOOD             USPSQD
 AX2382  HISTORY     - 19990925 GOOD             USPSQD
 AX2382  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2382
 AX2382                          STATION DESCRIPTION
 AX2382
 AX2382'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AX2382'5.4 MI W FROM BELMONT.
 AX2382'IN GUADALUPE COUNTY, 5.4 MI. W. ALONG STATE HIGHWAY 90 A FROM THE
 AX2382'INTERSECTION OF STATE HIGHWAY 80 AT BELMONT, GONZALES COUNTY, 11.6 MI.
 AX2382'E. OF THE JUNCTION OF FARM-TO-MARKET HIGHWAY 466 AT THE E. LIMITS OF
 AX2382'SEGUIN, AT A DOUBLE 5 BY 5 FOOT CONCRETE BOX CULVERT, IN THE E. END OF
 AX2382'THE S. HEADWALL, 22 FEET S. OF THE CENTERLINE OF THE HIGHWAY AT SURVEY
 AX2382'STATION 620+15 AND ABOUT 1.2 FEET LOWER THAN THE HIGHWAY, 157 FEET
 AX2382'N.W. OF THE N.W. EDGE OF A LONE TREE AND 5.1 FEET HIGHER, AND 32 FEET
 AX2382'N.N.E. OF THE N. EDGE OF A CULSTER OF TREES TO THE W. OF A DRAIN AND
 AX2382'6.9 FEET HIGHER.
 AX2382
 AX2382                          STATION RECOVERY (1988)
 AX2382
 AX2382'RECOVERY NOTE BY US POWER SQUADRON 1988 (WJ)
 AX2382'RECOVERED IN GOOD CONDITION.
 AX2382
 AX2382                          STATION RECOVERY (1993)
 AX2382
 AX2382'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2382'RECOVERED IN GOOD CONDITION.
 AX2382
 AX2382                          STATION RECOVERY (1999)
 AX2382
 AX2382'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2382'RECOVERED IN GOOD CONDITION.
 AX2382
 AX2382                          STATION RECOVERY (2003)
 AX2382
 AX2382'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1583 ***********************************************************************
 AX1583  DESIGNATION -  D 835
 AX1583  PID         -  AX1583
 AX1583  STATE/COUNTY-  TX/GONZALES
 AX1583  USGS QUAD   -  GONZALES NORTH (1981)
 AX1583
 AX1583                         *CURRENT SURVEY CONTROL
 AX1583  ___________________________________________________________________
 AX1583* NAD 83(1986)-  29 30 51.     (N)    097 28 44.     (W)     SCALED    
 AX1583* NAVD 88     -        89.97   (+/-2cm)     295.2    (feet)  VERTCON   
 AX1583  ___________________________________________________________________
 AX1583  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AX1583
 AX1583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1583
 AX1583.The horizontal coordinates were scaled from a topographic map and have
 AX1583.an estimated accuracy of +/- 6 seconds.
 AX1583
 AX1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1583.The vertical order pertains to the NGVD 29 superseded value.
 AX1583
 AX1583.The geoid height was determined by GEOID03.
 AX1583
 AX1583;                    North         East    Units  Estimated Accuracy
 AX1583;SPC TXSC     - 4,187,240.      747,450.      MT  (+/- 180 meters Scaled)
 AX1583
 AX1583                          SUPERSEDED SURVEY CONTROL
 AX1583
 AX1583  NGVD 29 (??/??/92)   89.928  (m)          295.04   (f) ADJ UNCH    2 0
 AX1583
 AX1583.Superseded values are not recommended for survey control.
 AX1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1583.See file dsdata.txt to determine how the superseded data were derived.
 AX1583
 AX1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT474659(NAD 83)
 AX1583_MARKER: DB = BENCH MARK DISK
 AX1583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1583_SP_SET: BRIDGE ABUTMENT
 AX1583_STAMPING: D 835 1943
 AX1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1583
 AX1583  HISTORY     - Date     Condition        Report By
 AX1583  HISTORY     - 1943     MONUMENTED       CGS
 AX1583  HISTORY     - 1971     GOOD             NGS
 AX1583  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1583
 AX1583                          STATION DESCRIPTION
 AX1583
 AX1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1583'1.25 MI W FROM GONZALES.
 AX1583'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO.3 AND NO.29 AT
 AX1583'GONZALES, PROCEED 1.25 MI. W. ALONG STATE HIGHWAY NO.3 OF SITE OF BM.
 AX1583'BENCH MARK IS ABOUT 0.95 MI. E. OF A BRIDGE OVER SAN MARCOS RIVER, AND
 AX1583'15 FEET S. OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1583'HIGHWAY.  IT IS SET HORIZONTALLY IN THE S. END OF THE E. ABUTMENT OF
 AX1583'3A CONCRETE BRIDGE.
 AX1583
 AX1583                          STATION RECOVERY (1971)
 AX1583
 AX1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1583'RECOVERED IN GOOD CONDITION.
 AX1583
 AX1583                          STATION RECOVERY (1988)
 AX1583
 AX1583'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX1583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1584 ***********************************************************************
 AX1584  DESIGNATION -  D 835 RESET 1971
 AX1584  PID         -  AX1584
 AX1584  STATE/COUNTY-  TX/GONZALES
 AX1584  USGS QUAD   -  GONZALES NORTH (1981)
 AX1584
 AX1584                         *CURRENT SURVEY CONTROL
 AX1584  ___________________________________________________________________
 AX1584* NAD 83(1986)-  29 30 51.     (N)    097 28 44.     (W)     SCALED    
 AX1584* NAVD 88     -        90.27   (+/-2cm)     296.2    (feet)  VERTCON   
 AX1584  ___________________________________________________________________
 AX1584  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AX1584
 AX1584  VERT ORDER  -  THIRD (See Below)
 AX1584
 AX1584.The horizontal coordinates were scaled from a topographic map and have
 AX1584.an estimated accuracy of +/- 6 seconds.
 AX1584
 AX1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1584.The vertical order pertains to the NGVD 29 superseded value.
 AX1584
 AX1584.The geoid height was determined by GEOID03.
 AX1584
 AX1584;                    North         East    Units  Estimated Accuracy
 AX1584;SPC TXSC     - 4,187,240.      747,450.      MT  (+/- 180 meters Scaled)
 AX1584
 AX1584                          SUPERSEDED SURVEY CONTROL
 AX1584
 AX1584  NGVD 29 (??/??/??)   90.23   (m)          296.0    (f) RESET       3  
 AX1584
 AX1584.Superseded values are not recommended for survey control.
 AX1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1584.See file dsdata.txt to determine how the superseded data were derived.
 AX1584
 AX1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT474659(NAD 83)
 AX1584_MARKER: DB = BENCH MARK DISK
 AX1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1584_STAMPING: D 835 RESET 1971
 AX1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1584+STABILITY: SURFACE MOTION
 AX1584
 AX1584  HISTORY     - Date     Condition        Report By
 AX1584  HISTORY     - 1971     MONUMENTED       NGS
 AX1584  HISTORY     - 1988     GOOD             USPSQD
 AX1584  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1584
 AX1584                          STATION DESCRIPTION
 AX1584
 AX1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX1584'1.2 MI W FROM GONZALES.
 AX1584'1.2 MILES WEST ALONG ALTERNATE U.S. HIGHWAY 90 FROM ITS INTERSECTION
 AX1584'WITH U.S. HIGHWAY 183 AT THE NORTH EDGE OF GONZALES, 269 FEET
 AX1584'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 122 FEET SOUTH
 AX1584'OF THE CENTER OF THE HIGHWAY, 2.1 FEET EAST OF A METAL WITNESS POST, 1
 AX1584'FOOT NORTH OF A FENCE LINE, SET IN A ROUND CONCRETE POST WHICH
 AX1584'PROJECTS 8-INCHES.
 AX1584
 AX1584                          STATION RECOVERY (1988)
 AX1584
 AX1584'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1584'RECOVERED IN GOOD CONDITION.
 AX1584
 AX1584                          STATION RECOVERY (2003)
 AX1584
 AX1584'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2077 ***********************************************************************
 AX2077  DESIGNATION -  D 836
 AX2077  PID         -  AX2077
 AX2077  STATE/COUNTY-  TX/GONZALES
 AX2077  USGS QUAD   -  LEESVILLE (1987)
 AX2077
 AX2077                         *CURRENT SURVEY CONTROL
 AX2077  ___________________________________________________________________
 AX2077* NAD 83(1986)-  29 25 17.     (N)    097 44 31.     (W)     SCALED    
 AX2077* NAVD 88     -       110.78   (+/-2cm)     363.5    (feet)  VERTCON   
 AX2077  ___________________________________________________________________
 AX2077  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2077
 AX2077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2077
 AX2077.The horizontal coordinates were scaled from a topographic map and have
 AX2077.an estimated accuracy of +/- 6 seconds.
 AX2077
 AX2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2077.The vertical order pertains to the NGVD 29 superseded value.
 AX2077
 AX2077.The geoid height was determined by GEOID03.
 AX2077
 AX2077;                    North         East    Units  Estimated Accuracy
 AX2077;SPC TXSC     - 4,176,660.      722,060.      MT  (+/- 180 meters Scaled)
 AX2077
 AX2077                          SUPERSEDED SURVEY CONTROL
 AX2077
 AX2077  NGVD 29 (??/??/92)  110.736  (m)          363.31   (f) ADJ UNCH    2 0
 AX2077
 AX2077.Superseded values are not recommended for survey control.
 AX2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2077.See file dsdata.txt to determine how the superseded data were derived.
 AX2077
 AX2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT220553(NAD 83)
 AX2077_MARKER: DB = BENCH MARK DISK
 AX2077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2077_SP_SET: BRIDGE ABUTMENT
 AX2077_STAMPING: D 836 1943
 AX2077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2077
 AX2077  HISTORY     - Date     Condition        Report By
 AX2077  HISTORY     - 1943     MONUMENTED       CGS
 AX2077  HISTORY     - 20040815 MARK NOT FOUND   USPSQD
 AX2077
 AX2077                          STATION DESCRIPTION
 AX2077
 AX2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2077'1 MI N FROM LEESVILLE.
 AX2077'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 1 MI. N. ALONG STATE
 AX2077'HIGHWAY NO. 80 TO SITE OF BM.  BENCH MARK IS ABOUT 0.15 MI. S. OF A
 AX2077'CROSS ROAD INTERSECTION, AND 13 FEET W. OF AND ABOUT THE SAME
 AX2077'ELEVATION AS THE CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE
 AX2077'W. END OF THE S. ABUTMENT OF A CONCRETE BRIDGE OVER ONEIL CREEK.
 AX2077
 AX2077                          STATION RECOVERY (2004)
 AX2077
 AX2077'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2078 ***********************************************************************
 AX2078  DESIGNATION -  D 836 RESET 1972
 AX2078  PID         -  AX2078
 AX2078  STATE/COUNTY-  TX/GONZALES
 AX2078  USGS QUAD   -  LEESVILLE (1987)
 AX2078
 AX2078                         *CURRENT SURVEY CONTROL
 AX2078  ___________________________________________________________________
 AX2078* NAD 83(1986)-  29 25 13.     (N)    097 44 31.     (W)     SCALED    
 AX2078* NAVD 88     -       110.13   (+/-2cm)     361.3    (feet)  VERTCON   
 AX2078  ___________________________________________________________________
 AX2078  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2078
 AX2078  VERT ORDER  -  THIRD (See Below)
 AX2078
 AX2078.The horizontal coordinates were scaled from a topographic map and have
 AX2078.an estimated accuracy of +/- 6 seconds.
 AX2078
 AX2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2078.The vertical order pertains to the NGVD 29 superseded value.
 AX2078
 AX2078.The geoid height was determined by GEOID03.
 AX2078
 AX2078;                    North         East    Units  Estimated Accuracy
 AX2078;SPC TXSC     - 4,176,530.      722,070.      MT  (+/- 180 meters Scaled)
 AX2078
 AX2078                          SUPERSEDED SURVEY CONTROL
 AX2078
 AX2078  NGVD 29 (01/29/03)  110.08   (m)          361.2    (f) RESET       3  
 AX2078
 AX2078.Superseded values are not recommended for survey control.
 AX2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2078.See file dsdata.txt to determine how the superseded data were derived.
 AX2078
 AX2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT220552(NAD 83)
 AX2078_MARKER: DB = BENCH MARK DISK
 AX2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2078_STAMPING: D 836 RESET 1972
 AX2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2078+STABILITY: SURFACE MOTION
 AX2078
 AX2078  HISTORY     - Date     Condition        Report By
 AX2078  HISTORY     - 1972     MONUMENTED       NGS
 AX2078  HISTORY     - 20040815 GOOD             USPSQD
 AX2078
 AX2078                          STATION DESCRIPTION
 AX2078
 AX2078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX2078'11 MI N FROM NIXON.
 AX2078'FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 80 IN
 AX2078'NIXON, GO NORTH ON STATE HIGHWAY 80 FOR 9.4 MILES TO THE SMALL
 AX2078'SETTLEMENT OF LEESVILLE.  CONTINUE NORTH ON STATE HIGHWAY 80 FOR 0.8
 AX2078'MILE TO MARK ON THE RIGHT.  THIS IS JUST BEFORE REACHING BRIDGE.  A
 AX2078'STANDARD BENCH MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST, THAT
 AX2078'PROJECTS 6-INCHES AND IS STAMPED D 836 RESET 1972.  IT IS ABOUT 500
 AX2078'FEET SOUTH OF THE SOUTH END OF BRIDGE, 97 FEET EAST OF THE CENTER LINE
 AX2078'OF HIGHWAY, 50 FEET SOUTH-SOUTHEAST OF A HI-LINE POLE, 2 FEET WEST OF
 AX2078'THE FENCE-LINE, 1.6 FEET WEST OF A METAL WITNESS POST AND AT OFF-SET
 AX2078'IN FENCE-LINE.
 AX2078
 AX2078                          STATION RECOVERY (2004)
 AX2078
 AX2078'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2037 ***********************************************************************
 AX2037  DESIGNATION -  D 837
 AX2037  PID         -  AX2037
 AX2037  STATE/COUNTY-  TX/GONZALES
 AX2037  USGS QUAD   -  LEESVILLE (1987)
 AX2037
 AX2037                         *CURRENT SURVEY CONTROL
 AX2037  ___________________________________________________________________
 AX2037* NAD 83(1986)-  29 25 06.     (N)    097 40 25.     (W)     SCALED    
 AX2037* NAVD 88     -       132.17   (+/-2cm)     433.6    (feet)  VERTCON   
 AX2037  ___________________________________________________________________
 AX2037  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX2037
 AX2037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2037
 AX2037.The horizontal coordinates were scaled from a topographic map and have
 AX2037.an estimated accuracy of +/- 6 seconds.
 AX2037
 AX2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2037.The vertical order pertains to the NGVD 29 superseded value.
 AX2037
 AX2037.The geoid height was determined by GEOID03.
 AX2037
 AX2037;                    North         East    Units  Estimated Accuracy
 AX2037;SPC TXSC     - 4,176,390.      728,700.      MT  (+/- 180 meters Scaled)
 AX2037
 AX2037                          SUPERSEDED SURVEY CONTROL
 AX2037
 AX2037  NGVD 29 (??/??/92)  132.122  (m)          433.47   (f) ADJ UNCH    2 0
 AX2037
 AX2037.Superseded values are not recommended for survey control.
 AX2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2037.See file dsdata.txt to determine how the superseded data were derived.
 AX2037
 AX2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT286550(NAD 83)
 AX2037_MARKER: DB = BENCH MARK DISK
 AX2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2037_STAMPING: D 837 1943
 AX2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2037+STABILITY: SURFACE MOTION
 AX2037
 AX2037  HISTORY     - Date     Condition        Report By
 AX2037  HISTORY     - 1943     MONUMENTED       CGS
 AX2037  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX2037
 AX2037                          STATION DESCRIPTION
 AX2037
 AX2037'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2037'2 MI W FROM BEBE.
 AX2037'TO REACH FROM THE SCHOOL HOUSE AT BEBE, PROCEED 2 MI. W. ALONG THE
 AX2037'LEESVILLE-BEBE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT A CROSS
 AX2037'ROAD INTERSECTION, ABOUT 0.1 MILE WEST OF A LARGE WHITE TWO-STORY
 AX2037'FRAME HOUSE, AND 31 FEET E. OF THE CENTERLINE OF THE NORTH AND S.
 AX2037'ROAD.  IT IS 23 FEET S. OF AND ABOUT 3 FEET ABOVE THE CENTERLINE OF
 AX2037'THE LEESVILLE-BEBE ROAD, 10.2 FEET EAST OF A TELEPHONE POLE AND A
 AX2037'FENCE CORNER, 1.5 FEET S. OF THE FENCE, AND 3 FEET E. OF A 4X4 INCH
 AX2037'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2067 ***********************************************************************
 AX2067  DESIGNATION -  D 838
 AX2067  PID         -  AX2067
 AX2067  STATE/COUNTY-  TX/GUADALUPE
 AX2067  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX2067
 AX2067                         *CURRENT SURVEY CONTROL
 AX2067  ___________________________________________________________________
 AX2067* NAD 83(1986)-  29 28 57.     (N)    097 55 38.     (W)     SCALED    
 AX2067* NAVD 88     -       168.99   (+/-2cm)     554.4    (feet)  VERTCON   
 AX2067  ___________________________________________________________________
 AX2067  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2067
 AX2067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2067
 AX2067.The horizontal coordinates were scaled from a topographic map and have
 AX2067.an estimated accuracy of +/- 6 seconds.
 AX2067
 AX2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2067.The vertical order pertains to the NGVD 29 superseded value.
 AX2067
 AX2067.The geoid height was determined by GEOID03.
 AX2067
 AX2067;                    North         East    Units  Estimated Accuracy
 AX2067;SPC TXSC     - 4,183,250.      704,030.      MT  (+/- 180 meters Scaled)
 AX2067
 AX2067                          SUPERSEDED SURVEY CONTROL
 AX2067
 AX2067  NGVD 29 (??/??/92)  168.916  (m)          554.19   (f) ADJ UNCH    2 0
 AX2067
 AX2067.Superseded values are not recommended for survey control.
 AX2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2067.See file dsdata.txt to determine how the superseded data were derived.
 AX2067
 AX2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT040619(NAD 83)
 AX2067_MARKER: DB = BENCH MARK DISK
 AX2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2067_STAMPING: D 838 1943
 AX2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2067+STABILITY: SURFACE MOTION
 AX2067
 AX2067  HISTORY     - Date     Condition        Report By
 AX2067  HISTORY     - 1943     MONUMENTED       CGS
 AX2067  HISTORY     - 1961     GOOD             USGS
 AX2067  HISTORY     - 19930808 GOOD             USPSQD
 AX2067  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2067  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2067
 AX2067                          STATION DESCRIPTION
 AX2067
 AX2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2067'8.25 MI SE FROM SEGUIN.
 AX2067'TO REACH FROM THE COURTHOUSE AT SEGUIN-- PROCEED 6.55 MILES SOUTHERLY
 AX2067'ALONG STATE HIGHWAY NO. 123 TO A DIRT SIDE ROAD INTERSECTION LEADING
 AX2067'EAST, THENCE 1.7 MILE EASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AX2067'ON THE INSIDE OF A RIGHT ANGLE CURVE, ABOUT 0.45 MILE EAST OF A SIDE
 AX2067'ROAD INTERSECTION LEADING SOUTH, AND ABOUT 0.25 MILE WEST OF A WHITE
 AX2067'FRAME CHURCH HOUSE.  IT IS 18.5 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE
 AX2067'THE CENTERLINE OF ROAD, 11.0 FEET EAST OF A FENCE CORNER, 2.5 FEET
 AX2067'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET WEST OF A 4X4-INCH
 AX2067'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AX2067
 AX2067                          STATION RECOVERY (1961)
 AX2067
 AX2067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX2067'RECOVERED IN GOOD CONDITION.
 AX2067
 AX2067                          STATION RECOVERY (1993)
 AX2067
 AX2067'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2067'RECOVERED IN GOOD CONDITION.
 AX2067
 AX2067                          STATION RECOVERY (1999)
 AX2067
 AX2067'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2067'MARK NOT FOUND.
 AX2067
 AX2067                          STATION RECOVERY (2003)
 AX2067
 AX2067'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX2067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1695 ***********************************************************************
 AX1695  DESIGNATION -  D 839
 AX1695  PID         -  AX1695
 AX1695  STATE/COUNTY-  TX/DE WITT
 AX1695  USGS QUAD   -  FORDTRAN (1987)
 AX1695
 AX1695                         *CURRENT SURVEY CONTROL
 AX1695  ___________________________________________________________________
 AX1695* NAD 83(1986)-  29 02 46.     (N)    097 05 50.     (W)     SCALED    
 AX1695* NAVD 88     -        64.23   (+/-2cm)     210.7    (feet)  VERTCON   
 AX1695  ___________________________________________________________________
 AX1695  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX1695
 AX1695  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1695
 AX1695.The horizontal coordinates were scaled from a topographic map and have
 AX1695.an estimated accuracy of +/- 6 seconds.
 AX1695
 AX1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1695.The vertical order pertains to the NGVD 29 superseded value.
 AX1695
 AX1695.The geoid height was determined by GEOID03.
 AX1695
 AX1695;                    North         East    Units  Estimated Accuracy
 AX1695;SPC TXSC     - 4,135,920.      785,290.      MT  (+/- 180 meters Scaled)
 AX1695
 AX1695                          SUPERSEDED SURVEY CONTROL
 AX1695
 AX1695  NGVD 29 (??/??/92)   64.254  (m)          210.81   (f) ADJ UNCH    2 0
 AX1695
 AX1695.Superseded values are not recommended for survey control.
 AX1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1695.See file dsdata.txt to determine how the superseded data were derived.
 AX1695
 AX1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT852145(NAD 83)
 AX1695_MARKER: DB = BENCH MARK DISK
 AX1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1695_STAMPING: D 839 1943
 AX1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1695+STABILITY: SURFACE MOTION
 AX1695
 AX1695  HISTORY     - Date     Condition        Report By
 AX1695  HISTORY     - 1943     MONUMENTED       CGS
 AX1695
 AX1695                          STATION DESCRIPTION
 AX1695
 AX1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1695'12.4 MI N FROM NURSERY.
 AX1695'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 7.35 MILES
 AX1695'NORTHEASTERLY ALONG THE NURSERY-FORDTRAN ROAD TO A WOODEN GATE AND A
 AX1695'PRIVATE ROAD INTERSECTION LEADING NORTHWESTERLY INTO THE WELDER RANCH,
 AX1695'THENCE 3.05 MILES NORTHWESTERLY TO THE THOMASTON-FORDTRAN-STRATTON
 AX1695'ROAD INTERSECTION, THENCE 2.0 MILES NORTHERLY ALONG THE STRATTON ROAD
 AX1695'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF A FENCE
 AX1695'CORNER AND A FENCE LINE LEADING WEST, AND ABOUT 0.2 MILE SOUTH OF A
 AX1695'SIDE ROAD INTERSECTION.  IT IS 0.15 MILE NORTH OF A SMALL WOODEN
 AX1695'CULVERT, 16.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AX1695'ROAD, 1.4 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTH OF A
 AX1695'4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0102 ***********************************************************************
 CA0102  DESIGNATION -  D 84
 CA0102  PID         -  CA0102
 CA0102  STATE/COUNTY-  TX/LAMPASAS
 CA0102  USGS QUAD   -  OGLES (1959)
 CA0102
 CA0102                         *CURRENT SURVEY CONTROL
 CA0102  ___________________________________________________________________
 CA0102* NAD 83(1986)-  31 10 18.     (N)    098 20 47.     (W)     SCALED    
 CA0102* NAVD 88     -       441.508  (meters)    1448.51   (feet)  ADJUSTED  
 CA0102  ___________________________________________________________________
 CA0102  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CA0102  DYNAMIC HT  -         440.913 (meters)    1446.56  (feet)  COMP
 CA0102  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 CA0102
 CA0102  VERT ORDER  -  FIRST     CLASS II
 CA0102
 CA0102.The horizontal coordinates were scaled from a topographic map and have
 CA0102.an estimated accuracy of +/- 6 seconds.
 CA0102
 CA0102.The orthometric height was determined by differential leveling
 CA0102.and adjusted by the National Geodetic Survey in June 1991..
 CA0102
 CA0102.The geoid height was determined by GEOID03.
 CA0102
 CA0102.The dynamic height is computed by dividing the NAVD 88
 CA0102.geopotential number by the normal gravity value computed on the
 CA0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0102.degrees latitude (g = 980.6199 gals.).
 CA0102
 CA0102.The modeled gravity was interpolated from observed gravity values.
 CA0102
 CA0102;                    North         East    Units  Estimated Accuracy
 CA0102;SPC TX C     - 3,168,530.      889,390.      MT  (+/- 180 meters Scaled)
 CA0102
 CA0102                          SUPERSEDED SURVEY CONTROL
 CA0102
 CA0102  NGVD 29 (??/??/92)  441.408  (m)         1448.19   (f) ADJ UNCH    1 2
 CA0102
 CA0102.Superseded values are not recommended for survey control.
 CA0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0102.See file dsdata.txt to determine how the superseded data were derived.
 CA0102
 CA0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV622488(NAD 83)
 CA0102_MARKER: DB = BENCH MARK DISK
 CA0102_SETTING: 0 = UNSPECIFIED SETTING
 CA0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0102
 CA0102  HISTORY     - Date     Condition        Report By
 CA0102  HISTORY     - UNK      MONUMENTED       CGS
 CA0102  HISTORY     - 1932     GOOD             NGS
 CA0102  HISTORY     - 1934     GOOD             NGS
 CA0102  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0102  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0102
 CA0102                          STATION DESCRIPTION
 CA0102
 CA0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0102'14.25 MI NW FROM LAMPASAS.
 CA0102'ON THE G.C. AND SANTA FE R.R., MARK IS 15 FEET EAST PRIVATE ROAD GRADE
 CA0102'CROSSING, 60 FEET SOUTH OF THE TRACK, 40 FEET NORTH ROAD RUNNING
 CA0102'PARALLEL TO THE R.R., 12 POLES WEST MILE POLE NO. 287, 0.2 MILE WEST
 CA0102'MCCANN SCHOOL HOUSE.
 CA0102
 CA0102                          STATION RECOVERY (1934)
 CA0102
 CA0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0102'RECOVERED IN GOOD CONDITION.
 CA0102
 CA0102                          STATION RECOVERY (1983)
 CA0102
 CA0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0102'THERE HAS BEEN GRADING IN THIS AREA.
 CA0102
 CA0102                          STATION RECOVERY (2002)
 CA0102
 CA0102'RECOVERY NOTE BY US POWER SQUADRON 2002 (AH)
 CA0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0177 ***********************************************************************
 AY0177  DESIGNATION -  D 840
 AY0177  PID         -  AY0177
 AY0177  STATE/COUNTY-  TX/GUADALUPE
 AY0177  USGS QUAD   -  MARION (1992)
 AY0177
 AY0177                         *CURRENT SURVEY CONTROL
 AY0177  ___________________________________________________________________
 AY0177* NAD 83(1986)-  29 36 30.     (N)    098 09 23.     (W)     SCALED    
 AY0177* NAVD 88     -       223.78   (+/-2cm)     734.2    (feet)  VERTCON   
 AY0177  ___________________________________________________________________
 AY0177  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AY0177
 AY0177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0177
 AY0177.The horizontal coordinates were scaled from a topographic map and have
 AY0177.an estimated accuracy of +/- 6 seconds.
 AY0177
 AY0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0177.The vertical order pertains to the NGVD 29 superseded value.
 AY0177
 AY0177.The geoid height was determined by GEOID03.
 AY0177
 AY0177;                    North         East    Units  Estimated Accuracy
 AY0177;SPC TXSC     - 4,197,010.      681,700.      MT  (+/- 180 meters Scaled)
 AY0177
 AY0177                          SUPERSEDED SURVEY CONTROL
 AY0177
 AY0177  NGVD 29 (??/??/92)  223.686  (m)          733.88   (f) ADJ UNCH    2 0
 AY0177
 AY0177.Superseded values are not recommended for survey control.
 AY0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0177.See file dsdata.txt to determine how the superseded data were derived.
 AY0177
 AY0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT816756(NAD 83)
 AY0177_MARKER: DB = BENCH MARK DISK
 AY0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0177_STAMPING: D 840 1043
 AY0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0177+STABILITY: SURFACE MOTION
 AY0177
 AY0177  HISTORY     - Date     Condition        Report By
 AY0177  HISTORY     - 1943     MONUMENTED       CGS
 AY0177  HISTORY     - 19870401 MARK NOT FOUND   USGS
 AY0177  HISTORY     - 1988     GOOD             USPSQD
 AY0177  HISTORY     - 1989     GOOD             USPSQD
 AY0177
 AY0177                          STATION DESCRIPTION
 AY0177
 AY0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0177'3.1 MI NW FROM MARION.
 AY0177'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARION, PROCEED
 AY0177'3.1 MILES NORTHWEST ALONG A WINDING GRAVEL ROAD TO SITE OF BENCH MARK.
 AY0177'BENCH MARK IS AT THE SOUTH CORNER OF A LARGE OPEN FIELD, 69.0 FEET
 AY0177'NORTHWEST THE CENTERLINE OF A DIRT ROAD LEADING NORTHEAST. IT IS 25.0
 AY0177'FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AY0177'GRAVEL ROAD, 1.0 FOOT NORTHEAST OF THE RIGHT OF WAY FENCE. MONUMENT IS
 AY0177'3.0 FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST, AND
 AY0177'PROJECTS 0.5 FOOT.
 AY0177
 AY0177                          STATION RECOVERY (1987)
 AY0177
 AY0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0177'MARK NOT FOUND.
 AY0177
 AY0177                          STATION RECOVERY (1988)
 AY0177
 AY0177'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0177'RECOVERED IN GOOD CONDITION.
 AY0177
 AY0177                          STATION RECOVERY (1989)
 AY0177
 AY0177'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1495 ***********************************************************************
 AX1495  DESIGNATION -  D 842
 AX1495  PID         -  AX1495
 AX1495  STATE/COUNTY-  TX/FAYETTE
 AX1495  USGS QUAD   -  MULDOON (1981)
 AX1495
 AX1495                         *CURRENT SURVEY CONTROL
 AX1495  ___________________________________________________________________
 AX1495* NAD 83(1986)-  29 47 34.     (N)    097 01 29.     (W)     SCALED    
 AX1495* NAVD 88     -       128.13   (+/-2cm)     420.4    (feet)  VERTCON   
 AX1495  ___________________________________________________________________
 AX1495  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AX1495
 AX1495  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1495
 AX1495.The horizontal coordinates were scaled from a topographic map and have
 AX1495.an estimated accuracy of +/- 6 seconds.
 AX1495
 AX1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1495.The vertical order pertains to the NGVD 29 superseded value.
 AX1495
 AX1495.The geoid height was determined by GEOID03.
 AX1495
 AX1495;                    North         East    Units  Estimated Accuracy
 AX1495;SPC TXSC     - 4,218,770.      790,950.      MT  (+/- 180 meters Scaled)
 AX1495
 AX1495                          SUPERSEDED SURVEY CONTROL
 AX1495
 AX1495  NGVD 29 (??/??/92)  128.09   (m)          420.2    (f) COMPUTED    2 0
 AX1495
 AX1495.Superseded values are not recommended for survey control.
 AX1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1495.See file dsdata.txt to determine how the superseded data were derived.
 AX1495
 AX1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT909974(NAD 83)
 AX1495_MARKER: DB = BENCH MARK DISK
 AX1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1495_STAMPING: D 842 1943
 AX1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1495+STABILITY: SURFACE MOTION
 AX1495
 AX1495  HISTORY     - Date     Condition        Report By
 AX1495  HISTORY     - 1943     MONUMENTED       CGS
 AX1495  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1495  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AX1495
 AX1495                          STATION DESCRIPTION
 AX1495
 AX1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1495'4.0 MI SE FROM MULDOON.
 AX1495'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1495'STATION AT MULDOON, PROCEED 4.0 MILES SOUTHEASTERLY ALONG A SAND STONE
 AX1495'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.15 MILE WEST OF THE
 AX1495'INTERSECTION OF A SAND STONE ROAD LEADING SOUTHWEST TO FLATONIA. IT IS
 AX1495'38.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1495'THE ROAD, 11.2 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE AND 3.2 FEET
 AX1495'WEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  THE TOP OF THE MONUMENT
 AX1495'IS ABOUT THE SAME ELEVATION AS THE SURFACE OF THE GROUND.
 AX1495
 AX1495                          STATION RECOVERY (1964)
 AX1495
 AX1495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1495'MARK NOT FOUND.
 AX1495
 AX1495                          STATION RECOVERY (2004)
 AX1495
 AX1495'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0921 ***********************************************************************
 AX0921  DESIGNATION -  D 843 RESET 1956
 AX0921  PID         -  AX0921
 AX0921  STATE/COUNTY-  TX/FAYETTE
 AX0921  USGS QUAD   -  SWISS ALP (1981)
 AX0921
 AX0921                         *CURRENT SURVEY CONTROL
 AX0921  ___________________________________________________________________
 AX0921* NAD 83(1986)-  29 51 42.     (N)    096 53 54.     (W)     SCALED    
 AX0921* NAVD 88     -       119.56   (+/-2cm)     392.3    (feet)  VERTCON   
 AX0921  ___________________________________________________________________
 AX0921  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AX0921
 AX0921  VERT ORDER  -  THIRD (See Below)
 AX0921
 AX0921.The horizontal coordinates were scaled from a topographic map and have
 AX0921.an estimated accuracy of +/- 6 seconds.
 AX0921
 AX0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0921.The vertical order pertains to the NGVD 29 superseded value.
 AX0921
 AX0921.The geoid height was determined by GEOID03.
 AX0921
 AX0921;                    North         East    Units  Estimated Accuracy
 AX0921;SPC TXSC     - 4,226,620.      803,030.      MT  (+/- 180 meters Scaled)
 AX0921
 AX0921                          SUPERSEDED SURVEY CONTROL
 AX0921
 AX0921  NGVD 29 (01/29/03)  119.52   (m)          392.1    (f) RESET       3  
 AX0921
 AX0921.Superseded values are not recommended for survey control.
 AX0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0921.See file dsdata.txt to determine how the superseded data were derived.
 AX0921
 AX0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU030053(NAD 83)
 AX0921_MARKER: DB = BENCH MARK DISK
 AX0921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0921_SP_SET: MONUMENT
 AX0921_STAMPING: D 843 RESET 1956
 AX0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0921
 AX0921  HISTORY     - Date     Condition        Report By
 AX0921  HISTORY     - 1956     MONUMENTED       CGS
 AX0921  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0921  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0921  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AX0921
 AX0921                          STATION DESCRIPTION
 AX0921
 AX0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0921'4.0 MI S FROM LA GRANGE.
 AX0921'4.0 MILES SOUTH ALONG U.S. HIGHWAY NO. 77 FROM THE COURT HOUSE AT LA
 AX0921'GRANGE, FAYETTE COUNTY, IN THE EAST RIGHT-OF-WAY LINE OF THE HIGHWAY,
 AX0921'ABOUT 50 YARDS SOUTH OF A CONCRETE CULVERT AND 0.1 MILE NORTH OF A
 AX0921'FARM HOUSE.  IT IS A STANDARD DISK STAMPED D 843 RESET 1956 AND SET IN
 AX0921'A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, UNDER A FENCE LINE
 AX0921'LEADING EAST FROM THE HIGHWAY.
 AX0921
 AX0921                          STATION RECOVERY (1987)
 AX0921
 AX0921'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 AX0921'MARK NOT FOUND.
 AX0921
 AX0921                          STATION RECOVERY (2004)
 AX0921
 AX0921'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1158 ***********************************************************************
 AX1158  DESIGNATION -  D 844
 AX1158  PID         -  AX1158
 AX1158  STATE/COUNTY-  TX/COLORADO
 AX1158  USGS QUAD   -  OAKLAND (1981)
 AX1158
 AX1158                         *CURRENT SURVEY CONTROL
 AX1158  ___________________________________________________________________
 AX1158* NAD 83(1986)-  29 36 57.     (N)    096 46 19.     (W)     SCALED    
 AX1158* NAVD 88     -       115.77   (+/-2cm)     379.8    (feet)  VERTCON   
 AX1158  ___________________________________________________________________
 AX1158  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX1158
 AX1158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1158
 AX1158.The horizontal coordinates were scaled from a topographic map and have
 AX1158.an estimated accuracy of +/- 6 seconds.
 AX1158
 AX1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1158.The vertical order pertains to the NGVD 29 superseded value.
 AX1158
 AX1158.The geoid height was determined by GEOID03.
 AX1158
 AX1158;                    North         East    Units  Estimated Accuracy
 AX1158;SPC TXSC     - 4,199,600.      815,760.      MT  (+/- 180 meters Scaled)
 AX1158
 AX1158                          SUPERSEDED SURVEY CONTROL
 AX1158
 AX1158  NGVD 29 (??/??/92)  115.748  (m)          379.75   (f) ADJ UNCH    2 0
 AX1158
 AX1158.Superseded values are not recommended for survey control.
 AX1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1158.See file dsdata.txt to determine how the superseded data were derived.
 AX1158
 AX1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT157782(NAD 83)
 AX1158_MARKER: DB = BENCH MARK DISK
 AX1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1158_STAMPING: D 844 1943
 AX1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1158+STABILITY: SURFACE MOTION
 AX1158
 AX1158  HISTORY     - Date     Condition        Report By
 AX1158  HISTORY     - 1943     MONUMENTED       CGS
 AX1158  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1158  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AX1158  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1158
 AX1158                          STATION DESCRIPTION
 AX1158
 AX1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1158'6.95 MI S FROM WEIMAR.
 AX1158'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1158'ALONG U.S. HIGHWAY NO.90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1158'THENCE 6.7 MILES SOUTHERLY ALONG THE SUBLIME ROAD TO SITE OF BENCH
 AX1158'MARK.  BENCH MARK IS 0.3 MILE SOUTH OF THE INTERSECTION OF A DIRT ROAD
 AX1158'LEADING WEST.  IT IS 85.5 FEET NORTH OF R.E.A. CO-OP POLE NO.20/153,
 AX1158'27.3 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1158'THE ROAD AND 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1158'MONUMENT PROJECTS 0.3 FOOT.
 AX1158
 AX1158                          STATION RECOVERY (1965)
 AX1158
 AX1158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1158'MARK NOT FOUND.
 AX1158
 AX1158                          STATION RECOVERY (2002)
 AX1158
 AX1158'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1158'MARK NOT FOUND.
 AX1158
 AX1158                          STATION RECOVERY (2004)
 AX1158
 AX1158'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0960 ***********************************************************************
 AX0960  DESIGNATION -  D 845
 AX0960  PID         -  AX0960
 AX0960  STATE/COUNTY-  TX/LAVACA
 AX0960  USGS QUAD   -  MORAVIA (1981)
 AX0960
 AX0960                         *CURRENT SURVEY CONTROL
 AX0960  ___________________________________________________________________
 AX0960* NAD 83(1986)-  29 33 16.     (N)    096 54 50.     (W)     SCALED    
 AX0960* NAVD 88     -        98.23   (+/-2cm)     322.3    (feet)  VERTCON   
 AX0960  ___________________________________________________________________
 AX0960  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0960
 AX0960  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0960
 AX0960.The horizontal coordinates were scaled from a topographic map and have
 AX0960.an estimated accuracy of +/- 6 seconds.
 AX0960
 AX0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0960.The vertical order pertains to the NGVD 29 superseded value.
 AX0960
 AX0960.The geoid height was determined by GEOID03.
 AX0960
 AX0960;                    North         East    Units  Estimated Accuracy
 AX0960;SPC TXSC     - 4,192,550.      802,140.      MT  (+/- 180 meters Scaled)
 AX0960
 AX0960                          SUPERSEDED SURVEY CONTROL
 AX0960
 AX0960  NGVD 29 (??/??/92)   98.21   (m)          322.2    (f) COMPUTED    2 0
 AX0960
 AX0960.Superseded values are not recommended for survey control.
 AX0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0960.See file dsdata.txt to determine how the superseded data were derived.
 AX0960
 AX0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT021712(NAD 83)
 AX0960_MARKER: DB = BENCH MARK DISK
 AX0960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0960_SP_SET: CULVERT
 AX0960_STAMPING: D 845 1943
 AX0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0960
 AX0960  HISTORY     - Date     Condition        Report By
 AX0960  HISTORY     - 1943     MONUMENTED       CGS
 AX0960  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0960
 AX0960                          STATION DESCRIPTION
 AX0960
 AX0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0960'9.35 MI S FROM SCHULENBURG.
 AX0960'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY
 AX0960'NO.77 AT SCHULENBURG, PROCEED 9.35 MILES SOUTHERLY ALONG U.S. HIGHWAY
 AX0960'NO.77 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX0960'HORIZONTALLY IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL
 AX0960'OF A 3X3 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 12.6 FEET
 AX0960'NORTHEAST OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 AX0960
 AX0960                          STATION RECOVERY (1997)
 AX0960
 AX0960'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1227 ***********************************************************************
 AX1227  DESIGNATION -  D 846
 AX1227  PID         -  AX1227
 AX1227  STATE/COUNTY-  TX/LAVACA
 AX1227  USGS QUAD   -  MORAVIA (1981)
 AX1227
 AX1227                         *CURRENT SURVEY CONTROL
 AX1227  ___________________________________________________________________
 AX1227* NAD 83(1986)-  29 34 11.     (N)    096 56 30.     (W)     SCALED    
 AX1227* NAVD 88     -       107.44   (+/-2cm)     352.5    (feet)  VERTCON   
 AX1227  ___________________________________________________________________
 AX1227  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1227
 AX1227  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1227
 AX1227.The horizontal coordinates were scaled from a topographic map and have
 AX1227.an estimated accuracy of +/- 6 seconds.
 AX1227
 AX1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1227.The vertical order pertains to the NGVD 29 superseded value.
 AX1227
 AX1227.The geoid height was determined by GEOID03.
 AX1227
 AX1227;                    North         East    Units  Estimated Accuracy
 AX1227;SPC TXSC     - 4,194,190.      799,420.      MT  (+/- 180 meters Scaled)
 AX1227
 AX1227                          SUPERSEDED SURVEY CONTROL
 AX1227
 AX1227  NGVD 29 (??/??/92)  107.42   (m)          352.4    (f) COMPUTED    2 0
 AX1227
 AX1227.Superseded values are not recommended for survey control.
 AX1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1227.See file dsdata.txt to determine how the superseded data were derived.
 AX1227
 AX1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT993728(NAD 83)
 AX1227_MARKER: DB = BENCH MARK DISK
 AX1227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1227_SP_SET: CULVERT
 AX1227_STAMPING: D 846 1943
 AX1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1227
 AX1227  HISTORY     - Date     Condition        Report By
 AX1227  HISTORY     - 1943     MONUMENTED       CGS
 AX1227  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1227
 AX1227                          STATION DESCRIPTION
 AX1227
 AX1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1227'11.0 MI NW FROM HALLETTSVILLE.
 AX1227'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 77 AND A DIRT ROAD
 AX1227'LEADING WEST TO MORAVIA (9.3 MILES NORTH OF THE CITY HALL AT
 AX1227'HALLETTSVILLE), PROCEED 1.7 MILES WESTERLY ALONG A DIRT ROAD TO A
 AX1227'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1227'HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 3X3
 AX1227'FOOT CONCRETE BOX CULVERT UNDER THE ROAD.  IT IS 0.1 MILE EAST OF A
 AX1227'CURVE IN THE ROAD, 12.3 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AX1227'CENTERLINE OF THE ROAD.
 AX1227
 AX1227                          STATION RECOVERY (1997)
 AX1227
 AX1227'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1228 ***********************************************************************
 AX1228  DESIGNATION -  D 846 RESET 1955
 AX1228  PID         -  AX1228
 AX1228  STATE/COUNTY-  TX/LAVACA
 AX1228  USGS QUAD   -  MORAVIA (1981)
 AX1228
 AX1228                         *CURRENT SURVEY CONTROL
 AX1228  ___________________________________________________________________
 AX1228* NAD 83(1986)-  29 34 11.     (N)    096 56 30.     (W)     SCALED    
 AX1228* NAVD 88     -       107.33   (+/-2cm)     352.1    (feet)  VERTCON   
 AX1228  ___________________________________________________________________
 AX1228  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1228
 AX1228  VERT ORDER  -  THIRD (See Below)
 AX1228
 AX1228.The horizontal coordinates were scaled from a topographic map and have
 AX1228.an estimated accuracy of +/- 6 seconds.
 AX1228
 AX1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1228.The vertical order pertains to the NGVD 29 superseded value.
 AX1228
 AX1228.The geoid height was determined by GEOID03.
 AX1228
 AX1228;                    North         East    Units  Estimated Accuracy
 AX1228;SPC TXSC     - 4,194,190.      799,420.      MT  (+/- 180 meters Scaled)
 AX1228
 AX1228                          SUPERSEDED SURVEY CONTROL
 AX1228
 AX1228  NGVD 29 (??/??/??)  107.31   (m)          352.1    (f) RESET       3  
 AX1228
 AX1228.Superseded values are not recommended for survey control.
 AX1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1228.See file dsdata.txt to determine how the superseded data were derived.
 AX1228
 AX1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT993728(NAD 83)
 AX1228_MARKER: DB = BENCH MARK DISK
 AX1228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1228_SP_SET: CULVERT
 AX1228_STAMPING: D 846 RESET 1955
 AX1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1228
 AX1228  HISTORY     - Date     Condition        Report By
 AX1228  HISTORY     - 1955     MONUMENTED       TXHD
 AX1228  HISTORY     - 1990     GOOD             USPSQD
 AX1228  HISTORY     - 19970607 GOOD             USPSQD
 AX1228
 AX1228                          STATION DESCRIPTION
 AX1228
 AX1228'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AX1228'11.0 MI NW FROM HALLETTSVILLE.
 AX1228'9.3 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE CITY HALL AT
 AX1228'HALLETTSVILLE, LAVACA COUNTY, THENCE 1.7 MILES WEST ALONG
 AX1228'FARM-TO-MARKET HIGHWAY 532.  AT A 3- BY 3-FOOT CONCRETE-BOX CULVERT AT
 AX1228'A CURVE, IN THE CENTER OF THE TOP OF THE SOUTH HEAD WALL, AND 19 FEET
 AX1228'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D
 AX1228'846 RESET 1955.
 AX1228
 AX1228                          STATION RECOVERY (1990)
 AX1228
 AX1228'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1228'RECOVERED IN GOOD CONDITION.
 AX1228
 AX1228                          STATION RECOVERY (1997)
 AX1228
 AX1228'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1736 ***********************************************************************
 AX1736  DESIGNATION -  D 847
 AX1736  PID         -  AX1736
 AX1736  STATE/COUNTY-  TX/LAVACA
 AX1736  USGS QUAD   -  WIED (1987)
 AX1736
 AX1736                         *CURRENT SURVEY CONTROL
 AX1736  ___________________________________________________________________
 AX1736* NAD 83(1986)-  29 28 16.     (N)    097 04 26.     (W)     SCALED    
 AX1736* NAVD 88     -       110.66   (+/-2cm)     363.1    (feet)  VERTCON   
 AX1736  ___________________________________________________________________
 AX1736  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX1736
 AX1736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1736
 AX1736.The horizontal coordinates were scaled from a topographic map and have
 AX1736.an estimated accuracy of +/- 6 seconds.
 AX1736
 AX1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1736.The vertical order pertains to the NGVD 29 superseded value.
 AX1736
 AX1736.The geoid height was determined by GEOID03.
 AX1736
 AX1736;                    North         East    Units  Estimated Accuracy
 AX1736;SPC TXSC     - 4,183,050.      786,790.      MT  (+/- 180 meters Scaled)
 AX1736
 AX1736                          SUPERSEDED SURVEY CONTROL
 AX1736
 AX1736  NGVD 29 (??/??/92)  110.636  (m)          362.98   (f) ADJ UNCH    2 0
 AX1736
 AX1736.Superseded values are not recommended for survey control.
 AX1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1736.See file dsdata.txt to determine how the superseded data were derived.
 AX1736
 AX1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT867617(NAD 83)
 AX1736_MARKER: DB = BENCH MARK DISK
 AX1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1736_STAMPING: D 847 1943
 AX1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1736+STABILITY: SURFACE MOTION
 AX1736
 AX1736  HISTORY     - Date     Condition        Report By
 AX1736  HISTORY     - 1943     MONUMENTED       CGS
 AX1736
 AX1736                          STATION DESCRIPTION
 AX1736
 AX1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1736'9.7 MI NE FROM SHINER.
 AX1736'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1736'STATION AT SHINER, PROCEED 4.05 MILES NORTHERLY ALONG THE TRACK TO A
 AX1736'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 5.65 MILES EASTERLY
 AX1736'ALONG A DIRT ROAD TO THE WEST SLOPE OF A HILL AND SITE OF BENCH MARK.
 AX1736'BENCH MARK IS 0.2 MILE EAST OF THE SOUTH END OF A DOUBLE TURN IN THE
 AX1736'ROAD.  IT IS 20.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AX1736'CENTERLINE OF THE ROAD AND IN LINE TANGENT WITH THE CENTERLINE OF A
 AX1736'DIRT TRACK ROAD LEADING NORTH TO A FARM HOUSE AND 2.9 FEET EAST OF A
 AX1736'4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1768 ***********************************************************************
 AX1768  DESIGNATION -  D 848
 AX1768  PID         -  AX1768
 AX1768  STATE/COUNTY-  TX/GONZALES
 AX1768  USGS QUAD   -  HOCHHEIM (1987)
 AX1768
 AX1768                         *CURRENT SURVEY CONTROL
 AX1768  ___________________________________________________________________
 AX1768* NAD 83(1986)-  29 20 54.     (N)    097 21 48.     (W)     SCALED    
 AX1768* NAVD 88     -        73.98   (+/-2cm)     242.7    (feet)  VERTCON   
 AX1768  ___________________________________________________________________
 AX1768  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AX1768
 AX1768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1768
 AX1768.The horizontal coordinates were scaled from a topographic map and have
 AX1768.an estimated accuracy of +/- 6 seconds.
 AX1768
 AX1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1768.The vertical order pertains to the NGVD 29 superseded value.
 AX1768
 AX1768.The geoid height was determined by GEOID03.
 AX1768
 AX1768;                    North         East    Units  Estimated Accuracy
 AX1768;SPC TXSC     - 4,169,010.      758,910.      MT  (+/- 180 meters Scaled)
 AX1768
 AX1768                          SUPERSEDED SURVEY CONTROL
 AX1768
 AX1768  NGVD 29 (??/??/92)   73.964  (m)          242.66   (f) ADJ UNCH    2 0
 AX1768
 AX1768.Superseded values are not recommended for survey control.
 AX1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1768.See file dsdata.txt to determine how the superseded data were derived.
 AX1768
 AX1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT588476(NAD 83)
 AX1768_MARKER: DB = BENCH MARK DISK
 AX1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1768_STAMPING: D 848 1943
 AX1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1768+STABILITY: SURFACE MOTION
 AX1768
 AX1768  HISTORY     - Date     Condition        Report By
 AX1768  HISTORY     - 1943     MONUMENTED       CGS
 AX1768  HISTORY     - 1959     GOOD             NGS
 AX1768
 AX1768                          STATION DESCRIPTION
 AX1768
 AX1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX1768'6.9 MI NW FROM HOCHHEIM.
 AX1768'TO REACH FROM THE JUNCTION OF US 183 AND STATE HIGHWAY 111 AT
 AX1768'HOCHHEIM, PROCEED 5.2 MILES NORTHWESTERLY ALONG US 183 TO THE
 AX1768'INTERSECTION OF A STATE FARM ROAD 2067, 1.65 MILES SOUTHWESTERLY ALONG
 AX1768'STATE FARM ROAD 2067, 0.25 MILES N.E. OF BRIDGE OVER DENTON CREEK, 265
 AX1768'FEET SW OF JUNCTION OF OLD ROAD, 150 FEET SW OF A GATE ON OLD ROAD, 30
 AX1768'FEET N.W. OF OLD ROAD CENTERLINE.  SET IN THE TOP OF A CONCRETE POST,
 AX1768'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2101 ***********************************************************************
 AX2101  DESIGNATION -  D 849
 AX2101  PID         -  AX2101
 AX2101  STATE/COUNTY-  TX/GONZALES
 AX2101  USGS QUAD   -  COST (1987)
 AX2101
 AX2101                         *CURRENT SURVEY CONTROL
 AX2101  ___________________________________________________________________
 AX2101* NAD 83(1986)-  29 23 01.     (N)    097 32 49.     (W)     SCALED    
 AX2101* NAVD 88     -        93.01   (+/-2cm)     305.2    (feet)  VERTCON   
 AX2101  ___________________________________________________________________
 AX2101  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AX2101
 AX2101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2101
 AX2101.The horizontal coordinates were scaled from a topographic map and have
 AX2101.an estimated accuracy of +/- 6 seconds.
 AX2101
 AX2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2101.The vertical order pertains to the NGVD 29 superseded value.
 AX2101
 AX2101.The geoid height was determined by GEOID03.
 AX2101
 AX2101;                    North         East    Units  Estimated Accuracy
 AX2101;SPC TXSC     - 4,172,690.      741,040.      MT  (+/- 180 meters Scaled)
 AX2101
 AX2101                          SUPERSEDED SURVEY CONTROL
 AX2101
 AX2101  NGVD 29 (??/??/92)   92.982  (m)          305.06   (f) ADJ UNCH    2 0
 AX2101
 AX2101.Superseded values are not recommended for survey control.
 AX2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2101.See file dsdata.txt to determine how the superseded data were derived.
 AX2101
 AX2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT410513(NAD 83)
 AX2101_MARKER: DB = BENCH MARK DISK
 AX2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2101_STAMPING: D 849 1943
 AX2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2101+STABILITY: SURFACE MOTION
 AX2101
 AX2101  HISTORY     - Date     Condition        Report By
 AX2101  HISTORY     - 1943     MONUMENTED       CGS
 AX2101  HISTORY     - 1958     GOOD             USGS
 AX2101
 AX2101                          STATION DESCRIPTION
 AX2101
 AX2101'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AX2101'1.45 MI NE FROM WRIGHTSBORO.
 AX2101'1.1 MI. N.E. ALONG FARM ROAD 108 FROM THE POST OFFICE.  0.2 MI. E.
 AX2101'ALONG A GRADED ROAD.  315 FT. NORTH ALONG THE OLD ROAD.  23 FT. W. OF
 AX2101'THE OLD ROAD.  NOTE-- (MARK IS ABOUT 750 FT. N.W. OF AND ABANDONED
 AX2101'HOUSE AND ABOUT 800 FT. E. OF FARM ROAD 108).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0254 ***********************************************************************
 CA0254  DESIGNATION -  D 85
 CA0254  PID         -  CA0254
 CA0254  STATE/COUNTY-  TX/MILLS
 CA0254  USGS QUAD   -  MULLIN (1980)
 CA0254
 CA0254                         *CURRENT SURVEY CONTROL
 CA0254  ___________________________________________________________________
 CA0254* NAD 83(1986)-  31 36 58.     (N)    098 44 12.     (W)     SCALED    
 CA0254* NAVD 88     -       438.758  (meters)    1439.49   (feet)  ADJUSTED  
 CA0254  ___________________________________________________________________
 CA0254  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CA0254  DYNAMIC HT  -         438.187 (meters)    1437.62  (feet)  COMP
 CA0254  MODELED GRAV-     979,323.6   (mgal)                       NAVD 88
 CA0254
 CA0254  VERT ORDER  -  FIRST     CLASS II
 CA0254
 CA0254.The horizontal coordinates were scaled from a topographic map and have
 CA0254.an estimated accuracy of +/- 6 seconds.
 CA0254
 CA0254.The orthometric height was determined by differential leveling
 CA0254.and adjusted by the National Geodetic Survey in June 1991..
 CA0254
 CA0254.The geoid height was determined by GEOID03.
 CA0254
 CA0254.The dynamic height is computed by dividing the NAVD 88
 CA0254.geopotential number by the normal gravity value computed on the
 CA0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0254.degrees latitude (g = 980.6199 gals.).
 CA0254
 CA0254.The modeled gravity was interpolated from observed gravity values.
 CA0254
 CA0254;                    North         East    Units  Estimated Accuracy
 CA0254;SPC TX C     - 3,217,200.      851,490.      MT  (+/- 180 meters Scaled)
 CA0254
 CA0254                          SUPERSEDED SURVEY CONTROL
 CA0254
 CA0254  NGVD 29 (??/??/92)  438.666  (m)         1439.19   (f) ADJ UNCH    1 2
 CA0254
 CA0254.Superseded values are not recommended for survey control.
 CA0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0254.See file dsdata.txt to determine how the superseded data were derived.
 CA0254
 CA0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV249979(NAD 83)
 CA0254_MARKER: DB = BENCH MARK DISK
 CA0254_SETTING: 0 = UNSPECIFIED SETTING
 CA0254_MARK LOGO: CGS   
 CA0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0254
 CA0254  HISTORY     - Date     Condition        Report By
 CA0254  HISTORY     - UNK      MONUMENTED       CGS
 CA0254  HISTORY     - 1932     GOOD             NGS
 CA0254  HISTORY     - 1934     GOOD             NGS
 CA0254  HISTORY     - 1983     GOOD             NGS
 CA0254
 CA0254                          STATION DESCRIPTION
 CA0254
 CA0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0254'6.3 MI N FROM MULLEN.
 CA0254'6.3 MILES NORTH OF MULLEN ON THE G.C. AND SANTA FE R.R., 65 FEET WEST
 CA0254'OF THE TRACK, ONE FOOT INSIDE THE FENCE LINE, 6 FEET NORTH OF GATE, 10
 CA0254'FEET EAST OF THE NATURAL GAS LINE, 1 1/2 POLES NORTH OF MILE POLE NO.
 CA0254'330, 4 RAILS NORTH OF SWITCH AT THE SOUTH END OF THE SIDING.
 CA0254
 CA0254                          STATION RECOVERY (1934)
 CA0254
 CA0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0254'RECOVERED IN GOOD CONDITION.
 CA0254
 CA0254                          STATION RECOVERY (1983)
 CA0254
 CA0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0254'RECOVERED THIS DATE.  NOTE, NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0215 ***********************************************************************
 AX0215  DESIGNATION -  D 850
 AX0215  PID         -  AX0215
 AX0215  STATE/COUNTY-  TX/COLORADO
 AX0215  USGS QUAD   -  ALTAIR (1981)
 AX0215
 AX0215                         *CURRENT SURVEY CONTROL
 AX0215  ___________________________________________________________________
 AX0215* NAD 83(1986)-  29 30 34.     (N)    096 25 40.     (W)     SCALED    
 AX0215* NAVD 88     -        52.37   (+/-2cm)     171.8    (feet)  VERTCON   
 AX0215  ___________________________________________________________________
 AX0215  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0215
 AX0215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0215
 AX0215.The horizontal coordinates were scaled from a topographic map and have
 AX0215.an estimated accuracy of +/- 6 seconds.
 AX0215
 AX0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0215.The vertical order pertains to the NGVD 29 superseded value.
 AX0215
 AX0215.The geoid height was determined by GEOID03.
 AX0215
 AX0215;                    North         East    Units  Estimated Accuracy
 AX0215;SPC TXSC     - 4,188,500.      849,340.      MT  (+/- 180 meters Scaled)
 AX0215
 AX0215                          SUPERSEDED SURVEY CONTROL
 AX0215
 AX0215  NGVD 29 (??/??/92)   52.361  (m)          171.79   (f) ADJ UNCH    2 0
 AX0215
 AX0215.Superseded values are not recommended for survey control.
 AX0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0215.See file dsdata.txt to determine how the superseded data were derived.
 AX0215
 AX0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT493671(NAD 83)
 AX0215_MARKER: DB = BENCH MARK DISK
 AX0215_SETTING: 0 = UNSPECIFIED SETTING
 AX0215_STAMPING: D 850 1943
 AX0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0215
 AX0215  HISTORY     - Date     Condition        Report By
 AX0215  HISTORY     - 1943     MONUMENTED       CGS
 AX0215
 AX0215                          STATION DESCRIPTION
 AX0215
 AX0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0215'4.7 MI NW FROM GARWOOD.
 AX0215'4.7 MI. N.W. ALONG STATE HIGHWAY NO. 71 FROM THE SCHOOL AT GARWOOD,
 AX0215'SET AT A T ROAD, 48.8 FEET S.W. OF THE CENTERLINE OF THE HIGHWAY, 32
 AX0215'FEET N.W. OF THE CENTERLINE OF THE SIDE ROAD LEADING S.W., 10 FEET
 AX0215'N.W. OF R.E.A. POLE NO. 106, 1.9 FEET N.E. OF THE FENCE, 1.9 FEET S.E.
 AX0215'OF THE REFERENCE POST.  PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0495 ***********************************************************************
 AX0495  DESIGNATION -  D 852
 AX0495  PID         -  AX0495
 AX0495  STATE/COUNTY-  TX/WHARTON
 AX0495  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0495
 AX0495                         *CURRENT SURVEY CONTROL
 AX0495  ___________________________________________________________________
 AX0495* NAD 83(1986)-  29 11 55.     (N)    096 23 53.     (W)     SCALED    
 AX0495* NAVD 88     -        29.75   (+/-2cm)      97.6    (feet)  VERTCON   
 AX0495  ___________________________________________________________________
 AX0495  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0495
 AX0495  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0495
 AX0495.The horizontal coordinates were scaled from a topographic map and have
 AX0495.an estimated accuracy of +/- 6 seconds.
 AX0495
 AX0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0495.The vertical order pertains to the NGVD 29 superseded value.
 AX0495
 AX0495.The geoid height was determined by GEOID03.
 AX0495
 AX0495;                    North         East    Units  Estimated Accuracy
 AX0495;SPC TXSC     - 4,154,120.      852,990.      MT  (+/- 180 meters Scaled)
 AX0495
 AX0495                          SUPERSEDED SURVEY CONTROL
 AX0495
 AX0495  NGVD 29 (??/??/92)   29.757  (m)           97.63   (f) ADJ UNCH    2 0
 AX0495
 AX0495.Superseded values are not recommended for survey control.
 AX0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0495.See file dsdata.txt to determine how the superseded data were derived.
 AX0495
 AX0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT529327(NAD 83)
 AX0495_MARKER: DB = BENCH MARK DISK
 AX0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0495_STAMPING: D-852 1943
 AX0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0495+STABILITY: SURFACE MOTION
 AX0495
 AX0495  HISTORY     - Date     Condition        Report By
 AX0495  HISTORY     - 1943     MONUMENTED       CGS
 AX0495
 AX0495                          STATION DESCRIPTION
 AX0495
 AX0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0495'6.5 MI N FROM LOUISE.
 AX0495'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO.59 FROM THE STATION AT
 AX0495'LOUISE, THENCE 6.0 MILES NORTH ALONG THE COUNTY ROAD, ABOUT 0.4 MILE
 AX0495'SOUTH OF AN S CURVE, 36 FEET EAST OF THE CENTER-LINE OF THE ROAD, 7.9
 AX0495'FEET NORTHWEST OF A 10-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE
 AX0495'WEST SIDE OF TREE, 1.4 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1.8 FEET
 AX0495'NORTH OF THE REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE
 AX0495'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0706 ***********************************************************************
 AX0706  DESIGNATION -  D 853 RESET 1972
 AX0706  PID         -  AX0706
 AX0706  STATE/COUNTY-  TX/JACKSON
 AX0706  USGS QUAD   -  GANADO (1981)
 AX0706
 AX0706                         *CURRENT SURVEY CONTROL
 AX0706  ___________________________________________________________________
 AX0706* NAD 83(1986)-  29 03 49.     (N)    096 31 05.     (W)     SCALED    
 AX0706* NAVD 88     -        21.29   (+/-2cm)      69.8    (feet)  VERTCON   
 AX0706  ___________________________________________________________________
 AX0706  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0706
 AX0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0706
 AX0706.The horizontal coordinates were scaled from a topographic map and have
 AX0706.an estimated accuracy of +/- 6 seconds.
 AX0706
 AX0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0706.The vertical order pertains to the NGVD 29 superseded value.
 AX0706
 AX0706.The geoid height was determined by GEOID03.
 AX0706
 AX0706;                    North         East    Units  Estimated Accuracy
 AX0706;SPC TXSC     - 4,138,910.      841,640.      MT  (+/- 180 meters Scaled)
 AX0706
 AX0706                          SUPERSEDED SURVEY CONTROL
 AX0706
 AX0706  NGVD 29 (??/??/92)   21.301  (m)           69.89   (f) ADJ UNCH    2 0
 AX0706
 AX0706.Superseded values are not recommended for survey control.
 AX0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0706.See file dsdata.txt to determine how the superseded data were derived.
 AX0706
 AX0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT416175(NAD 83)
 AX0706_MARKER: DB = BENCH MARK DISK
 AX0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0706_STAMPING: D 853 1943 RESET 1972
 AX0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0706+STABILITY: SURFACE MOTION
 AX0706
 AX0706  HISTORY     - Date     Condition        Report By
 AX0706  HISTORY     - 1972     MONUMENTED       NGS
 AX0706  HISTORY     - 19980725 POOR             USPSQD
 AX0706
 AX0706                          STATION DESCRIPTION
 AX0706
 AX0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0706'1.55 MI N FROM GANADO.
 AX0706'ABOUT 1.55 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0706'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, ABOUT 1.05 MILES NORTH OF
 AX0706'THE ROAD UNDERPASS FOR NEW U.S. HIGHWAY 59 (UNDER CONSTRUCTION), AT
 AX0706'THE JUNCTION OF A ROAD WHICH LEADS EAST OF A FARMHOUSE, 67.0 FEET
 AX0706'SOUTHWEST AND ACROSS A DRIVEWAY FROM THE SOUTHWEST CORNER OF THE
 AX0706'HOUSE, 54 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 16 FEET SOUTH
 AX0706'OF THE CENTER LINE OF THE DRIVEWAY, 12 FEET EAST-SOUTHEAST OF A CORNER
 AX0706'FENCE POST, 12 FEET EAST OF A FENCE, 13 FEET EAST OF A METAL WITNESS
 AX0706'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 AX0706'POST WHICH PROJECTS 5 INCHES.
 AX0706
 AX0706                          STATION RECOVERY (1998)
 AX0706
 AX0706'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0706'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0889 ***********************************************************************
 AX0889  DESIGNATION -  D 854
 AX0889  PID         -  AX0889
 AX0889  STATE/COUNTY-  TX/JACKSON
 AX0889  USGS QUAD   -  GANADO (1981)
 AX0889
 AX0889                         *CURRENT SURVEY CONTROL
 AX0889  ___________________________________________________________________
 AX0889* NAD 83(1986)-  29 06 47.     (N)    096 35 48.     (W)     SCALED    
 AX0889* NAVD 88     -        26.37   (+/-2cm)      86.5    (feet)  VERTCON   
 AX0889  ___________________________________________________________________
 AX0889  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0889
 AX0889  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0889
 AX0889.The horizontal coordinates were scaled from a topographic map and have
 AX0889.an estimated accuracy of +/- 6 seconds.
 AX0889
 AX0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0889.The vertical order pertains to the NGVD 29 superseded value.
 AX0889
 AX0889.The geoid height was determined by GEOID03.
 AX0889
 AX0889;                    North         East    Units  Estimated Accuracy
 AX0889;SPC TXSC     - 4,144,230.      833,880.      MT  (+/- 180 meters Scaled)
 AX0889
 AX0889                          SUPERSEDED SURVEY CONTROL
 AX0889
 AX0889  NGVD 29 (??/??/92)   26.376  (m)           86.54   (f) ADJ UNCH    2 0
 AX0889
 AX0889.Superseded values are not recommended for survey control.
 AX0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0889.See file dsdata.txt to determine how the superseded data were derived.
 AX0889
 AX0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT338228(NAD 83)
 AX0889_MARKER: DB = BENCH MARK DISK
 AX0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0889_STAMPING: D 854 1943
 AX0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0889+STABILITY: SURFACE MOTION
 AX0889
 AX0889  HISTORY     - Date     Condition        Report By
 AX0889  HISTORY     - 1943     MONUMENTED       CGS
 AX0889  HISTORY     - 1972     GOOD             NGS
 AX0889
 AX0889                          STATION DESCRIPTION
 AX0889
 AX0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0889'3.65 MI SE FROM CORDELE.
 AX0889'ABOUT 1.5 MILES SOUTH ALONG FARM TO MARKET ROAD NO. 530 FROM THE
 AX0889'METHODIST CHURCH AT CORDELE, THENCE 2.15 MILES SOUTHEAST ALONG BAGBY
 AX0889'ROAD, 0.2 MILE SOUTH OF A 90 DEGREE TURN IN BAGBY ROAD, 0.9 MILE NORTH
 AX0889'OF THE JUNCTION OF CORDELE ROAD, 21 FEET WEST OF THE CENTER LINE OF
 AX0889'BAGBY ROAD, 16 FEET SOUTHEAST OF A POWER LINE POLE, 4 1/2 FEET
 AX0889'NORTHWEST OF A FENCE CORNER, 5.8 FEET NORTH OF AN EAST-WEST FENCE
 AX0889'LINE, 2.5 FEET WEST OF A NORTH-SOUTH FENCE LINE, 3.7 FEET WEST OF A
 AX0889'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 AX0889'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 AX0889'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1758 ***********************************************************************
 AX1758  DESIGNATION -  D 855
 AX1758  PID         -  AX1758
 AX1758  STATE/COUNTY-  TX/GONZALES
 AX1758  USGS QUAD   -  CHEAPSIDE (1987)
 AX1758
 AX1758                         *CURRENT SURVEY CONTROL
 AX1758  ___________________________________________________________________
 AX1758* NAD 83(1986)-  29 20 01.     (N)    097 27 03.     (W)     SCALED    
 AX1758* NAVD 88     -        84.05   (+/-2cm)     275.8    (feet)  VERTCON   
 AX1758  ___________________________________________________________________
 AX1758  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AX1758
 AX1758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1758
 AX1758.The horizontal coordinates were scaled from a topographic map and have
 AX1758.an estimated accuracy of +/- 6 seconds.
 AX1758
 AX1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1758.The vertical order pertains to the NGVD 29 superseded value.
 AX1758
 AX1758.The geoid height was determined by GEOID03.
 AX1758
 AX1758;                    North         East    Units  Estimated Accuracy
 AX1758;SPC TXSC     - 4,167,270.      750,440.      MT  (+/- 180 meters Scaled)
 AX1758
 AX1758                          SUPERSEDED SURVEY CONTROL
 AX1758
 AX1758  NGVD 29 (??/??/92)   84.029  (m)          275.69   (f) ADJ UNCH    2 0
 AX1758
 AX1758.Superseded values are not recommended for survey control.
 AX1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1758.See file dsdata.txt to determine how the superseded data were derived.
 AX1758
 AX1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT504459(NAD 83)
 AX1758_MARKER: DB = BENCH MARK DISK
 AX1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1758_STAMPING: D 855 1943
 AX1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1758+STABILITY: SURFACE MOTION
 AX1758
 AX1758  HISTORY     - Date     Condition        Report By
 AX1758  HISTORY     - 1943     MONUMENTED       CGS
 AX1758
 AX1758                          STATION DESCRIPTION
 AX1758
 AX1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1758'5.9 MI NW FROM CHEAPSIDE.
 AX1758'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 4.8 MI. N.W. ALONG A DIRT
 AX1758'ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING W., 1.1 MI. W. ALONG A
 AX1758'DIRT ROAD TO THE TOP OF A HILL AND SITE OF BENCH MARK.  BENCH MARK IS
 AX1758'30.7 FEET S. OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX1758'ROAD.  IT IS 23.8 FEET W. OF THE CENTERLINE OF A DIRT TRACK ROAD
 AX1758'LEADING S. TO A FARM HOUSE AND 3.2 FEET E. OF A 4X4 INCH WHITE WOODEN
 AX1758'MARKER POST.  MONUMENT PROJECTS 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1906 ***********************************************************************
 AX1906  DESIGNATION -  D 856
 AX1906  PID         -  AX1906
 AX1906  STATE/COUNTY-  TX/KARNES
 AX1906  USGS QUAD   -  ECLETO (1987)
 AX1906
 AX1906                         *CURRENT SURVEY CONTROL
 AX1906  ___________________________________________________________________
 AX1906* NAD 83(1986)-  29 06 22.     (N)    097 47 02.     (W)     SCALED    
 AX1906* NAVD 88     -        99.20   (+/-2cm)     325.5    (feet)  VERTCON   
 AX1906  ___________________________________________________________________
 AX1906  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AX1906
 AX1906  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1906
 AX1906.The horizontal coordinates were scaled from a topographic map and have
 AX1906.an estimated accuracy of +/- 6 seconds.
 AX1906
 AX1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1906.The vertical order pertains to the NGVD 29 superseded value.
 AX1906
 AX1906.The geoid height was determined by GEOID03.
 AX1906
 AX1906;                    North         East    Units  Estimated Accuracy
 AX1906;SPC TXSC     - 4,141,670.      718,360.      MT  (+/- 180 meters Scaled)
 AX1906
 AX1906                          SUPERSEDED SURVEY CONTROL
 AX1906
 AX1906  NGVD 29 (??/??/92)   99.168  (m)          325.35   (f) ADJ UNCH    2 0
 AX1906
 AX1906.Superseded values are not recommended for survey control.
 AX1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1906.See file dsdata.txt to determine how the superseded data were derived.
 AX1906
 AX1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT183203(NAD 83)
 AX1906_MARKER: DB = BENCH MARK DISK
 AX1906_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1906_SP_SET: CULVERT
 AX1906_STAMPING: D 856 1943
 AX1906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1906
 AX1906  HISTORY     - Date     Condition        Report By
 AX1906  HISTORY     - 1943     MONUMENTED       CGS
 AX1906  HISTORY     - 20050405 GOOD             USPSQD
 AX1906
 AX1906                          STATION DESCRIPTION
 AX1906
 AX1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1906'11.3 MI N FROM HELENA.
 AX1906'TO REACH FROM THE FOUR CORNERS AT HELENA, PROCEED 11.3 MILES NORTHERLY
 AX1906'ALONG STATE HIGHWAY NO. 80 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1906'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH END OF
 AX1906'THE EAST HEADWALL OF A 4X12 FOOT THREE WAY CONCRETE BOX CULVERT UNDER
 AX1906'THE HIGHWAY.  IT IS 0.15 MILE SOUTH OF THE INTERSECTION OF A DIRT
 AX1906'CROSS ROAD, 14.5 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1906'CENTERLINE OF THE HIGHWAY.  NOTE-- THIS BENCH MARK IS ALSO 1.6 MILES
 AX1906'SOUTH OF THE FOUR CORNERS AT GILLETT.
 AX1906
 AX1906                          STATION RECOVERY (2005)
 AX1906
 AX1906'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AX1906'SET WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1907 ***********************************************************************
 AX1907  DESIGNATION -  D 856 RESET 1971
 AX1907  PID         -  AX1907
 AX1907  STATE/COUNTY-  TX/KARNES
 AX1907  USGS QUAD   -  ECLETO (1987)
 AX1907
 AX1907                         *CURRENT SURVEY CONTROL
 AX1907  ___________________________________________________________________
 AX1907* NAD 83(1986)-  29 06 21.     (N)    097 47 02.     (W)     SCALED    
 AX1907* NAVD 88     -        98.84   (+/-2cm)     324.3    (feet)  VERTCON   
 AX1907  ___________________________________________________________________
 AX1907  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AX1907
 AX1907  VERT ORDER  -  THIRD (See Below)
 AX1907
 AX1907.The horizontal coordinates were scaled from a topographic map and have
 AX1907.an estimated accuracy of +/- 6 seconds.
 AX1907
 AX1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1907.The vertical order pertains to the NGVD 29 superseded value.
 AX1907
 AX1907.The geoid height was determined by GEOID03.
 AX1907
 AX1907;                    North         East    Units  Estimated Accuracy
 AX1907;SPC TXSC     - 4,141,640.      718,360.      MT  (+/- 180 meters Scaled)
 AX1907
 AX1907                          SUPERSEDED SURVEY CONTROL
 AX1907
 AX1907  NGVD 29 (01/29/03)   98.81   (m)          324.2    (f) RESET       3  
 AX1907
 AX1907.Superseded values are not recommended for survey control.
 AX1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1907.See file dsdata.txt to determine how the superseded data were derived.
 AX1907
 AX1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT183203(NAD 83)
 AX1907_MARKER: DB = BENCH MARK DISK
 AX1907_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1907_SP_SET: CULVERT
 AX1907_STAMPING: D 856 RESET 1971
 AX1907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1907+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AX1907
 AX1907  HISTORY     - Date     Condition        Report By
 AX1907  HISTORY     - 1971     MONUMENTED       TXHD
 AX1907  HISTORY     - 1972     GOOD             TXHD
 AX1907  HISTORY     - 20040917 GOOD             USPSQD
 AX1907
 AX1907                          STATION DESCRIPTION
 AX1907
 AX1907'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1907'1.8 MI S FROM GILLETT.
 AX1907'ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE INTERSECTION OF
 AX1907'STATE HIGHWAY 119 IN GILLETT IN THE TOP OF THE EAST HEADWALL OF A 3-
 AX1907'BY 3- FOOT TRIPLE CONCRETE BOX CULVERT UNDER THE HIGHWAY, 8 FEET FROM
 AX1907'THE NORTH END OF THE EAST HEADWALL, 42.0 FEET EAST OF THE CENTER LINE
 AX1907'OF THE HIGHWAY, AND ABOUT TWO FEET BELOW THE HIGHWAY.
 AX1907
 AX1907                          STATION RECOVERY (2004)
 AX1907
 AX1907'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AX1907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1929 ***********************************************************************
 AX1929  DESIGNATION -  D 857
 AX1929  PID         -  AX1929
 AX1929  STATE/COUNTY-  TX/KARNES
 AX1929  USGS QUAD   -  KOSCIUSKO (1987)
 AX1929
 AX1929                         *CURRENT SURVEY CONTROL
 AX1929  ___________________________________________________________________
 AX1929* NAD 83(1986)-  29 03 40.     (N)    097 55 00.     (W)     SCALED    
 AX1929* NAVD 88     -       110.03   (+/-2cm)     361.0    (feet)  VERTCON   
 AX1929  ___________________________________________________________________
 AX1929  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX1929
 AX1929  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1929
 AX1929.The horizontal coordinates were scaled from a topographic map and have
 AX1929.an estimated accuracy of +/- 6 seconds.
 AX1929
 AX1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1929.The vertical order pertains to the NGVD 29 superseded value.
 AX1929
 AX1929.The geoid height was determined by GEOID03.
 AX1929
 AX1929;                    North         East    Units  Estimated Accuracy
 AX1929;SPC TXSC     - 4,136,560.      705,480.      MT  (+/- 180 meters Scaled)
 AX1929
 AX1929                          SUPERSEDED SURVEY CONTROL
 AX1929
 AX1929  NGVD 29 (??/??/92)  109.981  (m)          360.83   (f) ADJ UNCH    2 0
 AX1929
 AX1929.Superseded values are not recommended for survey control.
 AX1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1929.See file dsdata.txt to determine how the superseded data were derived.
 AX1929
 AX1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT054152(NAD 83)
 AX1929_MARKER: DB = BENCH MARK DISK
 AX1929_SETTING: 66 = SET IN ROCK OUTCROP
 AX1929_SP_SET: ROCK OUTCROP
 AX1929_STAMPING: D 857 1943
 AX1929_MARK LOGO: CGS   
 AX1929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX1929+STABILITY: POSITION/ELEVATION WELL
 AX1929
 AX1929  HISTORY     - Date     Condition        Report By
 AX1929  HISTORY     - 1943     MONUMENTED       CGS
 AX1929  HISTORY     - 19770823 GOOD             NGS
 AX1929
 AX1929                          STATION DESCRIPTION
 AX1929
 AX1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1929'6.65 MI SW FROM HYATT SCHOOL NO. 1.
 AX1929'TO REACH FROM THE HYATT SCHOOL NO. 1 (4.6 MILES SOUTHWEST OF THE POST
 AX1929'OFFICE AT GILLETT), PROCEED 6.65 MILES SOUTHWESTERLY ALONG A DIRT ROAD
 AX1929'TO THE TOP OF A LONG ROCKY HILL AND SITE OF BENCH MARK.  BENCH MARK IS
 AX1929'SET HORIZONTALLY IN THE TOP OF A LARGE SAND STONE ROCK OUTCROP. IT IS
 AX1929'239.5 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD LEADING
 AX1929'SOUTHEAST, 73.3 FEET SOUTHEAST OF AND ABOUT 3.0 FEET BELOW THE
 AX1929'CENTERLINE OF A DIRT ROAD RUNNING SOUTHWEST AND NORTHEAST, 53.8 FEET
 AX1929'SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.  NOTE-- THIS BENCH MARK
 AX1929'IS ALSO 2.8 MILES NORTH AND 1.2 MILE NORTHEAST FROM A 453.8 FOOT STEEL
 AX1929'AND CONCRETE HIGHWAY BRIDGE OVER THE CIBOLO CREEK AT CHESTOHOWA.
 AX1929
 AX1929                          STATION RECOVERY (1977)
 AX1929
 AX1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AX1929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2818 ***********************************************************************
 AX2818  DESIGNATION -  D 857 RESET
 AX2818  PID         -  AX2818
 AX2818  STATE/COUNTY-  TX/KARNES
 AX2818  USGS QUAD   -  KOSCIUSKO (1987)
 AX2818
 AX2818                         *CURRENT SURVEY CONTROL
 AX2818  ___________________________________________________________________
 AX2818* NAD 83(1986)-  29 03 40.     (N)    097 55 00.     (W)     SCALED    
 AX2818* NAVD 88     -       111.94   (+/-2cm)     367.3    (feet)  VERTCON   
 AX2818  ___________________________________________________________________
 AX2818  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2818
 AX2818  VERT ORDER  -  THIRD (See Below)
 AX2818
 AX2818.The horizontal coordinates were scaled from a topographic map and have
 AX2818.an estimated accuracy of +/- 6 seconds.
 AX2818
 AX2818.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2818.The vertical order pertains to the NGVD 29 superseded value.
 AX2818
 AX2818.The geoid height was determined by GEOID03.
 AX2818
 AX2818;                    North         East    Units  Estimated Accuracy
 AX2818;SPC TXSC     - 4,136,560.      705,480.      MT  (+/- 180 meters Scaled)
 AX2818
 AX2818                          SUPERSEDED SURVEY CONTROL
 AX2818
 AX2818  NGVD 29 (01/29/03)  111.89   (m)          367.1    (f) RESET       3  
 AX2818
 AX2818.Superseded values are not recommended for survey control.
 AX2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2818.See file dsdata.txt to determine how the superseded data were derived.
 AX2818
 AX2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT054152(NAD 83)
 AX2818_MARKER: DB = BENCH MARK DISK
 AX2818_SETTING: 66 = SET IN ROCK OUTCROP
 AX2818_SP_SET: ROCK OUTCROP
 AX2818_STAMPING: D 857 RESET 1977
 AX2818_MARK LOGO: NGS   
 AX2818_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2818+STABILITY: POSITION/ELEVATION WELL
 AX2818
 AX2818  HISTORY     - Date     Condition        Report By
 AX2818  HISTORY     - 1977     MONUMENTED       NGS
 AX2818
 AX2818                          STATION DESCRIPTION
 AX2818
 AX2818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AX2818'FROM JUNCTION OF STATE HIGHWAYS 80 AND 123, WHICH IS LOCATED ON NORTH
 AX2818'EDGE OF KARNES. 80 NORTHERLY ON STATE HIGHWAY 123 FOR 11.5MI TO THE
 AX2818'JUNCTION OF FARM ROAD 887. 80 NORTHEAST ON FARM ROAD 887 FOR 1.2
 AX2818'MILES TO MARK ON THE RIGHT. 0.1 MI (0.2 KM) OF ROAD GOING SOUTH, 41
 AX2818'FT (12.5 M) SOUTH OF CENTER LINT OF ROAD, AND UNDER THE FENCE LINE,
 AX2818'WITH WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1687 ***********************************************************************
 AN1687  DESIGNATION -  D 858
 AN1687  PID         -  AN1687
 AN1687  STATE/COUNTY-  TX/DE WITT
 AN1687  USGS QUAD   -  YORKTOWN WEST (1987)
 AN1687
 AN1687                         *CURRENT SURVEY CONTROL
 AN1687  ___________________________________________________________________
 AN1687* NAD 83(1986)-  29 00 00.     (N)    097 30 23.     (W)     SCALED    
 AN1687* NAVD 88     -        89.76   (+/-2cm)     294.5    (feet)  VERTCON   
 AN1687  ___________________________________________________________________
 AN1687  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1687
 AN1687  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1687
 AN1687.The horizontal coordinates were scaled from a topographic map and have
 AN1687.an estimated accuracy of +/- 6 seconds.
 AN1687
 AN1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1687.The vertical order pertains to the NGVD 29 superseded value.
 AN1687
 AN1687.The geoid height was determined by GEOID03.
 AN1687
 AN1687;                    North         East    Units  Estimated Accuracy
 AN1687;SPC TXSC     - 4,130,230.      745,510.      MT  (+/- 180 meters Scaled)
 AN1687
 AN1687                          SUPERSEDED SURVEY CONTROL
 AN1687
 AN1687  NGVD 29 (??/??/92)   89.762  (m)          294.49   (f) ADJ UNCH    2 0
 AN1687
 AN1687.Superseded values are not recommended for survey control.
 AN1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1687.See file dsdata.txt to determine how the superseded data were derived.
 AN1687
 AN1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT454089(NAD 83)
 AN1687_MARKER: DB = BENCH MARK DISK
 AN1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1687_STAMPING: D-858 1943
 AN1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1687+STABILITY: SURFACE MOTION
 AN1687
 AN1687  HISTORY     - Date     Condition        Report By
 AN1687  HISTORY     - 1943     MONUMENTED       CGS
 AN1687  HISTORY     - 1960     GOOD             USGS
 AN1687
 AN1687                          STATION DESCRIPTION
 AN1687
 AN1687'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AN1687'1.4 MI NW FROM YORKTOWN.
 AN1687'(1.4 MI. N ON FARM MARKET ROAD 240 FROM JCT. WITH STATE HWY. 72, IN
 AN1687'YORKTOWN, DEWITT COUNTY,) ABOUT 0.3 MI. S. OF JCT. FARM RD. 240 AND
 AN1687'PAVED RD. NW. 36 FT. W OF C/L OF HWY., (22 FT. S OF DRIVEWAY W.,) IN
 AN1687'FENCE CORNER, AND 2.0 FT. LOWER THAN HWY. A STD. DISK, STAMPED D 858
 AN1687'1943 AND SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FT. ABOVE
 AN1687'GROUND.  STATE HWY 119 HAS BEEN MOVED TO THE W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2455 ***********************************************************************
 AX2455  DESIGNATION -  D 859
 AX2455  PID         -  AX2455
 AX2455  STATE/COUNTY-  TX/DE WITT
 AX2455  USGS QUAD   -  GARFIELD (1987)
 AX2455
 AX2455                         *CURRENT SURVEY CONTROL
 AX2455  ___________________________________________________________________
 AX2455* NAD 83(1986)-  29 01 45.     (N)    097 40 11.     (W)     SCALED    
 AX2455* NAVD 88     -       136.71   (+/-2cm)     448.5    (feet)  VERTCON   
 AX2455  ___________________________________________________________________
 AX2455  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AX2455
 AX2455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2455
 AX2455.The horizontal coordinates were scaled from a topographic map and have
 AX2455.an estimated accuracy of +/- 6 seconds.
 AX2455
 AX2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2455.The vertical order pertains to the NGVD 29 superseded value.
 AX2455
 AX2455.The geoid height was determined by GEOID03.
 AX2455
 AX2455;                    North         East    Units  Estimated Accuracy
 AX2455;SPC TXSC     - 4,133,270.      729,570.      MT  (+/- 180 meters Scaled)
 AX2455
 AX2455                          SUPERSEDED SURVEY CONTROL
 AX2455
 AX2455  NGVD 29 (??/??/92)  136.682  (m)          448.43   (f) ADJ UNCH    2 0
 AX2455
 AX2455.Superseded values are not recommended for survey control.
 AX2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2455.See file dsdata.txt to determine how the superseded data were derived.
 AX2455
 AX2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT295119(NAD 83)
 AX2455_MARKER: DB = BENCH MARK DISK
 AX2455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2455_SP_SET: CULVERT
 AX2455_STAMPING: D 859 1943
 AX2455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2455
 AX2455  HISTORY     - Date     Condition        Report By
 AX2455  HISTORY     - 1943     MONUMENTED       CGS
 AX2455
 AX2455                          STATION DESCRIPTION
 AX2455
 AX2455'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2455'0.25 MI W FROM DAVY.
 AX2455'ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE COTTON GIN AT DAVY,
 AX2455'DE WITT COUNTY, THENCE ABOUT 5.7 MILES SOUTH ALONG A DIRT ROAD. ABOUT
 AX2455'0.2 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST TO
 AX2455'ECLETO, IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 6- BY
 AX2455'6-FOOT CONCRETE BOX CULVERT, 11.8 FEET WEST OF THE CENTER LINE OF THE
 AX2455'ROAD, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 AX2455'STAMPED D 859 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1349 ***********************************************************************
 BY1349  DESIGNATION -  D 86
 BY1349  PID         -  BY1349
 BY1349  STATE/COUNTY-  TX/HOUSTON
 BY1349  USGS QUAD   -  GRAPELAND (1951)
 BY1349
 BY1349                         *CURRENT SURVEY CONTROL
 BY1349  ___________________________________________________________________
 BY1349* NAD 83(1986)-  31 29 37.     (N)    095 28 53.     (W)     SCALED    
 BY1349* NAVD 88     -       146.058  (meters)     479.19   (feet)  ADJUSTED  
 BY1349  ___________________________________________________________________
 BY1349  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY1349  DYNAMIC HT  -         145.876 (meters)     478.59  (feet)  COMP
 BY1349  MODELED GRAV-     979,394.4   (mgal)                       NAVD 88
 BY1349
 BY1349  VERT ORDER  -  FIRST     CLASS II
 BY1349
 BY1349.The horizontal coordinates were scaled from a topographic map and have
 BY1349.an estimated accuracy of +/- 6 seconds.
 BY1349
 BY1349.The orthometric height was determined by differential leveling
 BY1349.and adjusted by the National Geodetic Survey in June 1991..
 BY1349
 BY1349.The geoid height was determined by GEOID03.
 BY1349
 BY1349.The dynamic height is computed by dividing the NAVD 88
 BY1349.geopotential number by the normal gravity value computed on the
 BY1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1349.degrees latitude (g = 980.6199 gals.).
 BY1349
 BY1349.The modeled gravity was interpolated from observed gravity values.
 BY1349
 BY1349;                    North         East    Units  Estimated Accuracy
 BY1349;SPC TX C     - 3,212,580.    1,160,790.      MT  (+/- 180 meters Scaled)
 BY1349
 BY1349                          SUPERSEDED SURVEY CONTROL
 BY1349
 BY1349  NGVD 29 (??/??/92)  146.056  (m)          479.19   (f) ADJ UNCH    1 2
 BY1349
 BY1349.Superseded values are not recommended for survey control.
 BY1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1349.See file dsdata.txt to determine how the superseded data were derived.
 BY1349
 BY1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ643869(NAD 83)
 BY1349_MARKER: DB = BENCH MARK DISK
 BY1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1349_STAMPING: D 86 1932 479.244
 BY1349_PROJECTION: PROJECTING 3 CENTIMETERS
 BY1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1349+STABILITY: SURFACE MOTION
 BY1349
 BY1349  HISTORY     - Date     Condition        Report By
 BY1349  HISTORY     - 1932     MONUMENTED       CGS
 BY1349  HISTORY     - 1960     GOOD             NGS
 BY1349  HISTORY     - 1980     GOOD             NGS
 BY1349
 BY1349                          STATION DESCRIPTION
 BY1349
 BY1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1349'IN GRAPELAND.
 BY1349'ABOUT 0.25 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1349'STATION AT GRAPELAND TO A STONE RECREATION HALL, 74 FEET NORTH OF THE
 BY1349'NORTH CORNER OF THE RECREATION HALL, 154 FEET SOUTHWEST OF THE
 BY1349'SOUTHWEST RAIL OF THE MAIN TRACK, 79 FEET SOUTHWEST OF THE CENTER LINE
 BY1349'OF A PAVED STREET, 52 FEET SOUTHEAST OF THE SOUTHEAST FACE OF A BRICK
 BY1349'HOUSE, 21 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY ENTERING THE
 BY1349'NORTHWEST SIDE OF THE SCHOOL YARD, 33 FEET SOUTHEAST OF A 15-INCH PINE
 BY1349'TREE, 3 FEET NORTHWEST OF A FENCE, ABOUT LEVEL WITH THE PAVED STREET,
 BY1349'AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BY1349
 BY1349                          STATION RECOVERY (1980)
 BY1349
 BY1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1349'IN GRAPELAND, AT THE JUNCTION OF MAIN STREET AND MYRTLE STREET, AT THE
 BY1349'GRAPELAND HIGH SCHOOL, 46.9 M. (154 FT.) SOUTHWEST OF THE SOUTHWEST
 BY1349'RAIL OF THE MAIN TRACKS OF THE MISSOURI PACIFIC RAILROAD, 13.0 M.
 BY1349'(42.5 FT.) NORTHWEST OF THE NORTH CORNER OF THE RECREATION BUILDING,
 BY1349'24.7 M. (81.0 FT.) SOUTHWEST OF THE CENTERLINE OF MAIN STREET, 15.8 M.
 BY1349'(52.0 FT.) SOUTHEAST OF THE SOUTHEAST FACE OF A BRICK HOUSE, 10.4 M.
 BY1349'(34.0 FT.) SOUTH-SOUTHEAST OF A 90-CM. PINE TREE, 15.5 M. (51.0 FT.)
 BY1349'SOUTH-SOUTHWEST OF A WATER METER BOX, 14.0 M. (46.0 FT.)
 BY1349'WEST-NORTHWEST OF A GUYED POWERLINE POLE WITH A STREET LIGHT, 6.4 M.
 BY1349'(21.0 FT.) NORTHWEST OF THE CENTER OF A DIRT DRIVEWAY WHICH ENTERS
 BY1349'ALONG THE NORTHWEST SIDE OF THE SCHOOL YARD.
 BY1349'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 BY1349'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0737 ***********************************************************************
 AX0737  DESIGNATION -  D 860
 AX0737  PID         -  AX0737
 AX0737  STATE/COUNTY-  TX/LAVACA
 AX0737  USGS QUAD   -  SPEAKS (1981)
 AX0737
 AX0737                         *CURRENT SURVEY CONTROL
 AX0737  ___________________________________________________________________
 AX0737* NAD 83(1986)-  29 20 48.     (N)    096 39 17.     (W)     SCALED    
 AX0737* NAVD 88     -        53.31   (+/-2cm)     174.9    (feet)  VERTCON   
 AX0737  ___________________________________________________________________
 AX0737  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0737
 AX0737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0737
 AX0737.The horizontal coordinates were scaled from a topographic map and have
 AX0737.an estimated accuracy of +/- 6 seconds.
 AX0737
 AX0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0737.The vertical order pertains to the NGVD 29 superseded value.
 AX0737
 AX0737.The geoid height was determined by GEOID03.
 AX0737
 AX0737;                    North         East    Units  Estimated Accuracy
 AX0737;SPC TXSC     - 4,170,000.      827,710.      MT  (+/- 180 meters Scaled)
 AX0737
 AX0737                          SUPERSEDED SURVEY CONTROL
 AX0737
 AX0737  NGVD 29 (??/??/92)   53.306  (m)          174.89   (f) ADJ UNCH    2 0
 AX0737
 AX0737.Superseded values are not recommended for survey control.
 AX0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0737.See file dsdata.txt to determine how the superseded data were derived.
 AX0737
 AX0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT276486(NAD 83)
 AX0737_MARKER: DB = BENCH MARK DISK
 AX0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0737_STAMPING: D 860 1943
 AX0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0737+STABILITY: SURFACE MOTION
 AX0737
 AX0737  HISTORY     - Date     Condition        Report By
 AX0737  HISTORY     - 1943     MONUMENTED       CGS
 AX0737  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX0737  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0737
 AX0737                          STATION DESCRIPTION
 AX0737
 AX0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0737'5 4 MI N FROM PROVIDENT CITY.
 AX0737'5.4 MI.N.ALONG THE PRAIRIE TRAIL FROM THE P.O.AT PROVIDENT CITY, SET
 AX0737'AT A GATE,7.7 FEET S.E.OF THE TRAIL LEADING N.E.AND S.W.,3.5 FEET
 AX0737'S.E.OF THE S.E.GATE POST,0.6 FOOT N.E.OF THE N.W.AND S.E.FENCE, 1.6
 AX0737'FEET N.W. OF REFERENCE POST.  PROJECTS 0.3 FOOT.
 AX0737
 AX0737                          STATION RECOVERY (1964)
 AX0737
 AX0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX0737'SEARCHED FOR BUT NOT FOUND, PROBABLY DESTROYED, ENTIRE AREA UNDER
 AX0737'CULTIVATION
 AX0737
 AX0737                          STATION RECOVERY (1997)
 AX0737
 AX0737'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1418 ***********************************************************************
 AN1418  DESIGNATION -  D 861 RESET 1974
 AN1418  PID         -  AN1418
 AN1418  STATE/COUNTY-  TX/GOLIAD
 AN1418  USGS QUAD   -  BLANCONIA (1979)
 AN1418
 AN1418                         *CURRENT SURVEY CONTROL
 AN1418  ___________________________________________________________________
 AN1418* NAD 83(1986)-  28 27 19.     (N)    097 24 38.     (W)     SCALED    
 AN1418* NAVD 88     -        33.66   (+/-2cm)     110.4    (feet)  VERTCON   
 AN1418  ___________________________________________________________________
 AN1418  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1418
 AN1418  VERT ORDER  -  THIRD (See Below)
 AN1418
 AN1418.The horizontal coordinates were scaled from a topographic map and have
 AN1418.an estimated accuracy of +/- 6 seconds.
 AN1418
 AN1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1418.The vertical order pertains to the NGVD 29 superseded value.
 AN1418
 AN1418.The geoid height was determined by GEOID03.
 AN1418
 AN1418;                    North         East    Units  Estimated Accuracy
 AN1418;SPC TXSC     - 4,069,990.      755,670.      MT  (+/- 180 meters Scaled)
 AN1418
 AN1418                          SUPERSEDED SURVEY CONTROL
 AN1418
 AN1418  NGVD 29 (01/29/03)   33.75   (m)          110.7    (f) RESET       3  
 AN1418
 AN1418.Superseded values are not recommended for survey control.
 AN1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1418.See file dsdata.txt to determine how the superseded data were derived.
 AN1418
 AN1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS556486(NAD 83)
 AN1418_MARKER: DB = BENCH MARK DISK
 AN1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1418_STAMPING: D 861 RESET 1974
 AN1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1418+STABILITY: SURFACE MOTION
 AN1418
 AN1418  HISTORY     - Date     Condition        Report By
 AN1418  HISTORY     - 1974     MONUMENTED       TXHD
 AN1418  HISTORY     - 1974     GOOD             NGS
 AN1418
 AN1418                          STATION DESCRIPTION
 AN1418
 AN1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AN1418'4.1 MI N FROM BLANCONIA.
 AN1418'IN GOLIAD COUNTY, 4.1 MILES NORTH ALONG F.M. HWY. 2441 FROM THE
 AN1418'CATHOLIC CHURCH AT BLANCONIA, BEE COUNTY, 52 FEERT EAST OF ENGINEERS
 AN1418'CENTERLINE STA. 706+51 OF SAID F.M. HWY., 754 FEET NORTH OF A FENCE
 AN1418'CORNER, ONE (1) FOOT EAST OF THE EAST RIGHT OF WAY FENCE, 2 FEET SOUTH
 AN1418'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 861 RESET
 AN1418'1974 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AN1418'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0902 ***********************************************************************
 AN0902  DESIGNATION -  D 863
 AN0902  PID         -  AN0902
 AN0902  STATE/COUNTY-  TX/VICTORIA
 AN0902  USGS QUAD   -  MC FADDIN (1987)
 AN0902
 AN0902                         *CURRENT SURVEY CONTROL
 AN0902  ___________________________________________________________________
 AN0902* NAD 83(1986)-  28 33 42.     (N)    097 05 34.     (W)     SCALED    
 AN0902* NAVD 88     -        27.68   (+/-2cm)      90.8    (feet)  VERTCON   
 AN0902  ___________________________________________________________________
 AN0902  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0902
 AN0902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0902
 AN0902.The horizontal coordinates were scaled from a topographic map and have
 AN0902.an estimated accuracy of +/- 6 seconds.
 AN0902
 AN0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0902.The vertical order pertains to the NGVD 29 superseded value.
 AN0902
 AN0902.The geoid height was determined by GEOID03.
 AN0902
 AN0902;                    North         East    Units  Estimated Accuracy
 AN0902;SPC TXSC     - 4,082,240.      786,600.      MT  (+/- 180 meters Scaled)
 AN0902
 AN0902                          SUPERSEDED SURVEY CONTROL
 AN0902
 AN0902  NGVD 29 (??/??/92)   27.813  (m)           91.25   (f) ADJ UNCH    2 0
 AN0902
 AN0902.Superseded values are not recommended for survey control.
 AN0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0902.See file dsdata.txt to determine how the superseded data were derived.
 AN0902
 AN0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS865609(NAD 83)
 AN0902_MARKER: DB = BENCH MARK DISK
 AN0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0902_STAMPING: D 863 1943
 AN0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0902+STABILITY: SURFACE MOTION
 AN0902
 AN0902  HISTORY     - Date     Condition        Report By
 AN0902  HISTORY     - 1943     MONUMENTED       CGS
 AN0902  HISTORY     - 1961     MARK NOT FOUND   NGS
 AN0902
 AN0902                          STATION DESCRIPTION
 AN0902
 AN0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AN0902'5.2 MI NW FROM MCFADDIN.
 AN0902'5.2 MILES NORTHWEST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 AN0902'MCFADDIN, VICTORIA COUNTY, 61 FEET WEST OF THE SOUTHWEST CORNER OF A
 AN0902'CATTLE GUARD.  AT THE JUNCTION OF A ROAD LEADING SOUTH ALONG A FENCE,
 AN0902'49 FEET WEST OF THE CENTERLINE OF THE SIDE ROAD, 24 FEET SOUTH OF THE
 AN0902'CENTERLINE OF THE MAIN ROAD, AND 1.6 FEET NORTH OF A WHITE WOODEN
 AN0902'WITNESS POST.  A STANDARD DISK, STAMPED D 863 1943 AND SET IN THE TOP
 AN0902'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- WIDENING
 AN0902'OF THE BAR AND DRAINAGE DITCH COULD HAVE DESTROYED THIS MARK. THERE IS
 AN0902'ALSO A PIPE LINE IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1474 ***********************************************************************
 AN1474  DESIGNATION -  D 864
 AN1474  PID         -  AN1474
 AN1474  STATE/COUNTY-  TX/BEE
 AN1474  USGS QUAD   -  SKIDMORE (1979)
 AN1474
 AN1474                         *CURRENT SURVEY CONTROL
 AN1474  ___________________________________________________________________
 AN1474* NAD 83(1986)-  28 21 52.     (N)    097 43 45.     (W)     SCALED    
 AN1474* NAVD 88     -        59.190  (meters)     194.19   (feet)  ADJUSTED  
 AN1474  ___________________________________________________________________
 AN1474  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN1474  DYNAMIC HT  -          59.101 (meters)     193.90  (feet)  COMP
 AN1474  MODELED GRAV-     979,149.8   (mgal)                       NAVD 88
 AN1474
 AN1474  VERT ORDER  -  FIRST     CLASS II
 AN1474
 AN1474.The horizontal coordinates were scaled from a topographic map and have
 AN1474.an estimated accuracy of +/- 6 seconds.
 AN1474
 AN1474.The orthometric height was determined by differential leveling
 AN1474.and adjusted by the National Geodetic Survey in June 1991..
 AN1474
 AN1474.The geoid height was determined by GEOID03.
 AN1474
 AN1474.The dynamic height is computed by dividing the NAVD 88
 AN1474.geopotential number by the normal gravity value computed on the
 AN1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1474.degrees latitude (g = 980.6199 gals.).
 AN1474
 AN1474.The modeled gravity was interpolated from observed gravity values.
 AN1474
 AN1474;                    North         East    Units  Estimated Accuracy
 AN1474;SPC TXSC     - 4,059,540.      724,580.      MT  (+/- 180 meters Scaled)
 AN1474
 AN1474                          SUPERSEDED SURVEY CONTROL
 AN1474
 AN1474  NGVD 29 (??/??/92)   59.184  (m)          194.17   (f) ADJ UNCH    1 2
 AN1474
 AN1474.Superseded values are not recommended for survey control.
 AN1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1474.See file dsdata.txt to determine how the superseded data were derived.
 AN1474
 AN1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS245382(NAD 83)
 AN1474_MARKER: DB = BENCH MARK DISK
 AN1474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1474_SP_SET: BRIDGE
 AN1474_STAMPING: D-864 1943
 AN1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1474
 AN1474  HISTORY     - Date     Condition        Report By
 AN1474  HISTORY     - 1943     MONUMENTED       CGS
 AN1474  HISTORY     - 19970725 POOR             USPSQD
 AN1474
 AN1474                          STATION DESCRIPTION
 AN1474
 AN1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1474'3.0 MI SE FROM BEEVILLE.
 AN1474'3.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1474'STATION AT BEEVILLE, SET AT MILEPOST NO. 96, IN THE NORTH CORNER OF
 AN1474'THE EAST WALL OF THE CONCRETE HIGHWAY BRIDGE, 17.2 FEET EAST OF THE
 AN1474'CENTER-LINE OF THE HIGHWAY, 2.7 FEET SOUTH OF THE NORTH END OF THE
 AN1474'BRIDGE.  A BENCH MARK DISK.
 AN1474
 AN1474                          STATION RECOVERY (1997)
 AN1474
 AN1474'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1474'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0309 ***********************************************************************
 AX0309  DESIGNATION -  D 865
 AX0309  PID         -  AX0309
 AX0309  STATE/COUNTY-  TX/WHARTON
 AX0309  USGS QUAD   -  WHARTON (1980)
 AX0309
 AX0309                         *CURRENT SURVEY CONTROL
 AX0309  ___________________________________________________________________
 AX0309* NAD 83(1986)-  29 20 06.     (N)    096 05 54.     (W)     SCALED    
 AX0309* NAVD 88     -        30.00   (+/-2cm)      98.4    (feet)  VERTCON   
 AX0309  ___________________________________________________________________
 AX0309  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0309
 AX0309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0309
 AX0309.The horizontal coordinates were scaled from a topographic map and have
 AX0309.an estimated accuracy of +/- 6 seconds.
 AX0309
 AX0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0309.The vertical order pertains to the NGVD 29 superseded value.
 AX0309
 AX0309.The geoid height was determined by GEOID03.
 AX0309
 AX0309;                    North         East    Units  Estimated Accuracy
 AX0309;SPC TXSC     - 4,169,920.      881,750.      MT  (+/- 180 meters Scaled)
 AX0309
 AX0309                          SUPERSEDED SURVEY CONTROL
 AX0309
 AX0309  NGVD 29 (??/??/92)   30.003  (m)           98.43   (f) ADJ UNCH    2 0
 AX0309
 AX0309.Superseded values are not recommended for survey control.
 AX0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0309.See file dsdata.txt to determine how the superseded data were derived.
 AX0309
 AX0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT817485(NAD 83)
 AX0309_MARKER: DB = BENCH MARK DISK
 AX0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0309_SP_SET: CONCRETE POST
 AX0309_STAMPING: D 865 1943
 AX0309_MARK LOGO: CGS   
 AX0309_PROJECTION: PROJECTING 5 CENTIMETERS
 AX0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0309+STABILITY: SURFACE MOTION
 AX0309
 AX0309  HISTORY     - Date     Condition        Report By
 AX0309  HISTORY     - 1943     MONUMENTED       CGS
 AX0309  HISTORY     - 1987     GOOD             NGS
 AX0309
 AX0309                          STATION DESCRIPTION
 AX0309
 AX0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0309'1.4 MI N FROM WHARTON.
 AX0309'1.4 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0309'STATION AT WHARTON, WHARTON COUNTY, WEST ACROSS THE TRACK FROM
 AX0309'MILEPOST 24, 35 FEET WEST OF THE WEST RAIL, 10.2 FEET NORTH OF A POLE,
 AX0309'IN LINE WITH A ROW OF POLES, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE,
 AX0309'AND 1.7 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AX0309'STAMPED D 86 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 AX0309'FOOT ABOVE GROUND.
 AX0309
 AX0309                          STATION RECOVERY (1987)
 AX0309
 AX0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0309'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.28 KM (1.41
 AX0309'MI) NORTH ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF STATE HIGHWAY 60
 AX0309'IN WHARTON, THENCE 0.42 KM (0.26 MI) WEST ALONG REED AVENUE, THENCE
 AX0309'0.34 KM (0.21 MI) NORTH AND ON FOOT ALONG THE SOUTHERN PACIFIC COMPANY
 AX0309'RAILROAD, DIRECTLY WEST AND ACROSS THE TRACKS FROM MILEPOST 74, 3.1
 AX0309'METERS (10.2 FT) WEST OF THE WEST RAIL.  NOTE--THE MARK IS DIRECTLY
 AX0309'UNDER A BARBED WIRE FENCE AND IS INACCESSIBLE WITHOUT CUTTING THE
 AX0309'FENCE.  NOT LEVELED DURING THIS SURVEY.
 AX0309'THE MARK IS 0.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0755 ***********************************************************************
 AX0755  DESIGNATION -  D 867
 AX0755  PID         -  AX0755
 AX0755  STATE/COUNTY-  TX/LAVACA
 AX0755  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0755
 AX0755                         *CURRENT SURVEY CONTROL
 AX0755  ___________________________________________________________________
 AX0755* NAD 83(1986)-  29 23 49.     (N)    096 54 26.     (W)     SCALED    
 AX0755* NAVD 88     -        63.99   (+/-2cm)     209.9    (feet)  VERTCON   
 AX0755  ___________________________________________________________________
 AX0755  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0755
 AX0755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0755
 AX0755.The horizontal coordinates were scaled from a topographic map and have
 AX0755.an estimated accuracy of +/- 6 seconds.
 AX0755
 AX0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0755.The vertical order pertains to the NGVD 29 superseded value.
 AX0755
 AX0755.The geoid height was determined by GEOID03.
 AX0755
 AX0755;                    North         East    Units  Estimated Accuracy
 AX0755;SPC TXSC     - 4,175,110.      803,100.      MT  (+/- 180 meters Scaled)
 AX0755
 AX0755                          SUPERSEDED SURVEY CONTROL
 AX0755
 AX0755  NGVD 29 (??/??/92)   63.99   (m)          209.9    (f) COMPUTED    2 0
 AX0755
 AX0755.Superseded values are not recommended for survey control.
 AX0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0755.See file dsdata.txt to determine how the superseded data were derived.
 AX0755
 AX0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT030537(NAD 83)
 AX0755_MARKER: DB = BENCH MARK DISK
 AX0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0755_STAMPING: D 867 1943
 AX0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0755+STABILITY: SURFACE MOTION
 AX0755
 AX0755  HISTORY     - Date     Condition        Report By
 AX0755  HISTORY     - 1943     MONUMENTED       CGS
 AX0755  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0755
 AX0755                          STATION DESCRIPTION
 AX0755
 AX0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0755'4.15 MI SE FROM HALLETTSVILLE.
 AX0755'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0755'STATION AT HALLETTSVILLE-- PROCEED 4.15 MILES SOUTHEASTERLY ALONG THE
 AX0755'HALLETTSVILLE-EZZELL ROAD TO A SIDE ROAD INTERSECTION LEADING EAST AND
 AX0755'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 126.0 FEET NORTH OF THE
 AX0755'CENTERLINE OF A PRIVATE DRIVEWAY LEADING WEST TO THE RESIDENCE OF PAUL
 AX0755'BALZER, AND 26.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX0755'CENTERLINE OF THE HALLETTSVILLE-EZZELL ROAD.  IT IS 22.0 FEET SOUTH OF
 AX0755'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD LEADING EAST, 4.0 FEET
 AX0755'EAST OF A FENCE CORNER, 1.4 FEET SOUTH OF THE FENCE, AND 3.0 FEET WEST
 AX0755'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AX0755
 AX0755                          STATION RECOVERY (1997)
 AX0755
 AX0755'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0756 ***********************************************************************
 AX0756  DESIGNATION -  D 867 RESET 1961
 AX0756  PID         -  AX0756
 AX0756  STATE/COUNTY-  TX/LAVACA
 AX0756  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0756
 AX0756                         *CURRENT SURVEY CONTROL
 AX0756  ___________________________________________________________________
 AX0756* NAD 83(1986)-  29 23 48.     (N)    096 54 26.     (W)     SCALED    
 AX0756* NAVD 88     -        63.97   (+/-2cm)     209.9    (feet)  VERTCON   
 AX0756  ___________________________________________________________________
 AX0756  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0756
 AX0756  VERT ORDER  -  THIRD (See Below)
 AX0756
 AX0756.The horizontal coordinates were scaled from a topographic map and have
 AX0756.an estimated accuracy of +/- 6 seconds.
 AX0756
 AX0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0756.The vertical order pertains to the NGVD 29 superseded value.
 AX0756
 AX0756.The geoid height was determined by GEOID03.
 AX0756
 AX0756;                    North         East    Units  Estimated Accuracy
 AX0756;SPC TXSC     - 4,175,080.      803,100.      MT  (+/- 180 meters Scaled)
 AX0756
 AX0756                          SUPERSEDED SURVEY CONTROL
 AX0756
 AX0756  NGVD 29 (??/??/??)   63.97   (m)          209.9    (f) RESET       3  
 AX0756
 AX0756.Superseded values are not recommended for survey control.
 AX0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0756.See file dsdata.txt to determine how the superseded data were derived.
 AX0756
 AX0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT030537(NAD 83)
 AX0756_MARKER: DB = BENCH MARK DISK
 AX0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0756_SP_SET: CULVERT
 AX0756_STAMPING: D 867 RESET 1961
 AX0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0756
 AX0756  HISTORY     - Date     Condition        Report By
 AX0756  HISTORY     - 1961     MONUMENTED       TXHD
 AX0756  HISTORY     - 19970607 GOOD             USPSQD
 AX0756
 AX0756                          STATION DESCRIPTION
 AX0756
 AX0756'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AX0756'4 MI SE FROM HALLETTSVILLE.
 AX0756'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND U.S. HIGHWAY
 AX0756'90-A, IN THE CITY OF HALLETTSVILLE-- PROCEED 0.76 MILES EAST ALONG
 AX0756'U.S. HIGHWAY 90-A (HALLETTSVILLE-EAGLE LAKE HIGHWAY) TO JUNCTION WITH
 AX0756'F.M. HIGHWAY 530.  PROCEED 1.25 MILES SOUTHEAST ALONG F.M. HIGHWAY 530
 AX0756'TO JUNCTION WITH F.M. HIGHWAY 2616.  PROCEED 2.97 MILES SOUTH ALONG
 AX0756'F.M. HIGHWAY 2616 TO SITE OF BENCH MARK.  BENCH MARK IS SET IN THE
 AX0756'CENTER OF THE WEST HEADWALL OF A 7X3-39 FT. CONCRETE CULVERT. THIS
 AX0756'CULVERT IS LOCATED AT ENGINEERS STATION 156 + 60 OF PROJECT R
 AX0756'2600-1-1, F.M. HIGHWAY 2616, LAVACA COUNTY, TEXAS.  NOTE-- RAILROAD
 AX0756'FACILITIES IN THIS AREA HAVE BEEN DISCONTINUED AND REMOVED AND CAN NO
 AX0756'LONGER BE USED FOR REFERENCE.
 AX0756
 AX0756                          STATION RECOVERY (1997)
 AX0756
 AX0756'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0843 ***********************************************************************
 AX0843  DESIGNATION -  D 868
 AX0843  PID         -  AX0843
 AX0843  STATE/COUNTY-  TX/LAVACA
 AX0843  USGS QUAD   -  PECK BRANCH (1981)
 AX0843
 AX0843                         *CURRENT SURVEY CONTROL
 AX0843  ___________________________________________________________________
 AX0843* NAD 83(1986)-  29 06 54.     (N)    096 58 40.     (W)     SCALED    
 AX0843* NAVD 88     -        42.44   (+/-2cm)     139.2    (feet)  VERTCON   
 AX0843  ___________________________________________________________________
 AX0843  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0843
 AX0843  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0843
 AX0843.The horizontal coordinates were scaled from a topographic map and have
 AX0843.an estimated accuracy of +/- 6 seconds.
 AX0843
 AX0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0843.The vertical order pertains to the NGVD 29 superseded value.
 AX0843
 AX0843.The geoid height was determined by GEOID03.
 AX0843
 AX0843;                    North         East    Units  Estimated Accuracy
 AX0843;SPC TXSC     - 4,143,740.      796,790.      MT  (+/- 180 meters Scaled)
 AX0843
 AX0843                          SUPERSEDED SURVEY CONTROL
 AX0843
 AX0843  NGVD 29 (??/??/92)   42.460  (m)          139.30   (f) ADJ UNCH    2 0
 AX0843
 AX0843.Superseded values are not recommended for survey control.
 AX0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0843.See file dsdata.txt to determine how the superseded data were derived.
 AX0843
 AX0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT967224(NAD 83)
 AX0843_MARKER: DB = BENCH MARK DISK
 AX0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0843_STAMPING: D 868 1943
 AX0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0843+STABILITY: SURFACE MOTION
 AX0843
 AX0843  HISTORY     - Date     Condition        Report By
 AX0843  HISTORY     - 1943     MONUMENTED       CGS
 AX0843
 AX0843                          STATION DESCRIPTION
 AX0843
 AX0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0843'8.25 MI S FROM HOPE.
 AX0843'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 8.25 MILES
 AX0843'SOUTHERLY ALONG THE HOPE-FORDTRAN ROAD TO SITE OF BENCH MARK.  BENCH
 AX0843'MARK IS ABOUT 0.45 MILE SOUTH OF CHICOLETE CREEK, ABOUT 0.2 MILE SOUTH
 AX0843'OF A WHITE FRAME HOUSE, AND ABOUT 0.1 MILE NORTH OF A CURVE TO THE
 AX0843'EAST AND A PRIVATE ROAD INTERSECTION LEADING WEST.  IT IS 22.0 FEET
 AX0843'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 4.0
 AX0843'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 2.5 FEET SOUTH OF A 4X4-INCH
 AX0843'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0781 ***********************************************************************
 AX0781  DESIGNATION -  D 869
 AX0781  PID         -  AX0781
 AX0781  STATE/COUNTY-  TX/LAVACA
 AX0781  USGS QUAD   -  MORALES (1981)
 AX0781
 AX0781                         *CURRENT SURVEY CONTROL
 AX0781  ___________________________________________________________________
 AX0781* NAD 83(1986)-  29 12 29.     (N)    096 45 47.     (W)     SCALED    
 AX0781* NAVD 88     -        40.78   (+/-2cm)     133.8    (feet)  VERTCON   
 AX0781  ___________________________________________________________________
 AX0781  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0781
 AX0781  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0781
 AX0781.The horizontal coordinates were scaled from a topographic map and have
 AX0781.an estimated accuracy of +/- 6 seconds.
 AX0781
 AX0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0781.The vertical order pertains to the NGVD 29 superseded value.
 AX0781
 AX0781.The geoid height was determined by GEOID03.
 AX0781
 AX0781;                    North         East    Units  Estimated Accuracy
 AX0781;SPC TXSC     - 4,154,440.      817,490.      MT  (+/- 180 meters Scaled)
 AX0781
 AX0781                          SUPERSEDED SURVEY CONTROL
 AX0781
 AX0781  NGVD 29 (??/??/92)   40.817  (m)          133.91   (f) ADJ UNCH    2 0
 AX0781
 AX0781.Superseded values are not recommended for survey control.
 AX0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0781.See file dsdata.txt to determine how the superseded data were derived.
 AX0781
 AX0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT174331(NAD 83)
 AX0781_MARKER: DB = BENCH MARK DISK
 AX0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0781_STAMPING: D 869 1943
 AX0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0781+STABILITY: SURFACE MOTION
 AX0781
 AX0781  HISTORY     - Date     Condition        Report By
 AX0781  HISTORY     - 1943     MONUMENTED       CGS
 AX0781  HISTORY     - 1964     GOOD             USGS
 AX0781
 AX0781                          STATION DESCRIPTION
 AX0781
 AX0781'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX0781'0.4 MI E FROM EZZELL.
 AX0781'MORALES, 0.4 MILES EAST AND 6.3 MI. NORTH OF, ALONG A DIRT ROAD CALLED
 AX0781'GANDY BEND ROAD, TO A SHARP BEND EAST.  THENCE 0.8 MI. SOUTHWEST ALONG
 AX0781'A WOODS ROAD TO A LARGE WASH, ON THE WEST SIDE OF THE WASH, 200 FEET
 AX0781'SOUTH OF THE TRAIL, ON THE SOUTH BANK OF A SMALL DRAIN. 50 FEET SOUTH
 AX0781'OF THE DRAIN AND 100 FEET WEST OF THE WASH, AND SET IN A CONCRETE POST
 AX0781'PROJECTING 0.5 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0765 ***********************************************************************
 BL0765  DESIGNATION -  D 87
 BL0765  PID         -  BL0765
 BL0765  STATE/COUNTY-  TX/TRINITY
 BL0765  USGS QUAD   -  TRINITY WEST (1972)
 BL0765
 BL0765                         *CURRENT SURVEY CONTROL
 BL0765  ___________________________________________________________________
 BL0765* NAD 83(1986)-  30 58 18.     (N)    095 22 37.     (W)     SCALED    
 BL0765* NAVD 88     -        66.06   (+/-2cm)     216.7    (feet)  VERTCON   
 BL0765  ___________________________________________________________________
 BL0765  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0765
 BL0765  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0765
 BL0765.The horizontal coordinates were scaled from a topographic map and have
 BL0765.an estimated accuracy of +/- 6 seconds.
 BL0765
 BL0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0765.The vertical order pertains to the NGVD 29 superseded value.
 BL0765
 BL0765.The geoid height was determined by GEOID03.
 BL0765
 BL0765;                    North         East    Units  Estimated Accuracy
 BL0765;SPC TX C     - 3,155,210.    1,173,280.      MT  (+/- 180 meters Scaled)
 BL0765
 BL0765                          SUPERSEDED SURVEY CONTROL
 BL0765
 BL0765  NGVD 29 (??/??/92)   66.061  (m)          216.74   (f) ADJ UNCH    1 2
 BL0765
 BL0765.Superseded values are not recommended for survey control.
 BL0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0765.See file dsdata.txt to determine how the superseded data were derived.
 BL0765
 BL0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ729288(NAD 83)
 BL0765_MARKER: DB = BENCH MARK DISK
 BL0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0765_STAMPING: D 87 1932 216.879
 BL0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0765+STABILITY: SURFACE MOTION
 BL0765
 BL0765  HISTORY     - Date     Condition        Report By
 BL0765  HISTORY     - 1932     MONUMENTED       CGS
 BL0765  HISTORY     - 1960     GOOD             NGS
 BL0765  HISTORY     - 1980     GOOD             NGS
 BL0765  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0765
 BL0765                          STATION DESCRIPTION
 BL0765
 BL0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0765'1.95 MI N FROM TRINITY.
 BL0765'ABOUT 1.95 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0765'STATION AT TRINITY, 83 FEET NORTHWEST OF MILEPOST 63, 101 FEET WEST OF
 BL0765'THE WEST RAIL, ABOUT 0.25 MILE NORTH OF A ROAD CROSSING, 60 FEET WEST
 BL0765'OF A FENCE, 98 FEET EAST-NORTHEAST OF THE CENTER LINE OF A DIRT ROAD,
 BL0765'64 1/2 FEET NORTHWEST OF A 18-INCH PINE TREE, 30 FEET EAST OF A
 BL0765'15-INCH OAK TREE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST AND IN
 BL0765'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BL0765
 BL0765                          STATION RECOVERY (1980)
 BL0765
 BL0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0765'RECOVERED IN GOOD CONDITION.
 BL0765
 BL0765                          STATION RECOVERY (1996)
 BL0765
 BL0765'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0774 ***********************************************************************
 AN0774  DESIGNATION -  D 870
 AN0774  PID         -  AN0774
 AN0774  STATE/COUNTY-  TX/VICTORIA
 AN0774  USGS QUAD   -  INEZ (1995)
 AN0774
 AN0774                         *CURRENT SURVEY CONTROL
 AN0774  ___________________________________________________________________
 AN0774* NAD 83(1986)-  28 54 58.     (N)    096 50 11.     (W)     SCALED    
 AN0774* NAVD 88     -        25.84   (+/-2cm)      84.8    (feet)  VERTCON   
 AN0774  ___________________________________________________________________
 AN0774  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0774
 AN0774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0774
 AN0774.The horizontal coordinates were scaled from a topographic map and have
 AN0774.an estimated accuracy of +/- 6 seconds.
 AN0774
 AN0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0774.The vertical order pertains to the NGVD 29 superseded value.
 AN0774
 AN0774.The geoid height was determined by GEOID03.
 AN0774
 AN0774;                    North         East    Units  Estimated Accuracy
 AN0774;SPC TXSC     - 4,121,950.      810,960.      MT  (+/- 180 meters Scaled)
 AN0774
 AN0774                          SUPERSEDED SURVEY CONTROL
 AN0774
 AN0774  NGVD 29 (??/??/92)   25.901  (m)           84.98   (f) ADJ UNCH    2 0
 AN0774
 AN0774.Superseded values are not recommended for survey control.
 AN0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0774.See file dsdata.txt to determine how the superseded data were derived.
 AN0774
 AN0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT109006(NAD 83)
 AN0774_MARKER: DB = BENCH MARK DISK
 AN0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0774_STAMPING: D 870 1943
 AN0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0774+STABILITY: SURFACE MOTION
 AN0774
 AN0774  HISTORY     - Date     Condition        Report By
 AN0774  HISTORY     - 1943     MONUMENTED       CGS
 AN0774  HISTORY     - 1972     GOOD             NGS
 AN0774  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN0774
 AN0774                          STATION DESCRIPTION
 AN0774
 AN0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0774'3.7 MI NW FROM INEZ.
 AN0774'ABOUT 3.7 MILES NORTHWEST ALONG FARM TO MARKET ROAD NO. 444 FROM THE
 AN0774'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, 0.5 MILE NORTHWEST
 AN0774'OF A LONG CURVE IN THE ROAD, 0.15 MILE NORTHWEST OF A FRAME HOUSE
 AN0774'LOCATED ALONG THE NORTHEAST SIDE OF THE ROAD, 60 FEET SOUTHWEST OF THE
 AN0774'CENTER LINE OF THE ROAD, 15 FEET SOUTHEAST OF THE CENTER LINE OF A
 AN0774'TRACK ROAD LEADING SOUTHWEST, AT AN OFFSET IN A NEW FENCE LINE, 11 1/2
 AN0774'FEET WEST OF A CORNER FENCE POST, 7.4 FEET NORTH OF A FENCE OFFSET, 2
 AN0774'1/2 FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 AN0774'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 AN0774'ABOVE THE LEVEL OF THE GROUND.
 AN0774
 AN0774                          STATION RECOVERY (1991)
 AN0774
 AN0774'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0147 ***********************************************************************
 AB0147  DESIGNATION -  D 871
 AB0147  PID         -  AB0147
 AB0147  STATE/COUNTY-  TX/CAMERON
 AB0147  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0147
 AB0147                         *CURRENT SURVEY CONTROL
 AB0147  ___________________________________________________________________
 AB0147* NAD 83(1986)-  25 57 45.     (N)    097 31 17.     (W)     SCALED    
 AB0147* NAVD 88     -         6.829  (meters)      22.40   (feet)  ADJUSTED  
 AB0147  ___________________________________________________________________
 AB0147  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 AB0147  DYNAMIC HT  -           6.818 (meters)      22.37  (feet)  COMP
 AB0147  MODELED GRAV-     979,030.0   (mgal)                       NAVD 88
 AB0147
 AB0147  VERT ORDER  -  FIRST     CLASS II
 AB0147
 AB0147.The horizontal coordinates were scaled from a topographic map and have
 AB0147.an estimated accuracy of +/- 6 seconds.
 AB0147
 AB0147.The orthometric height was determined by differential leveling
 AB0147.and adjusted by the National Geodetic Survey in June 1991..
 AB0147
 AB0147.The geoid height was determined by GEOID03.
 AB0147
 AB0147.The dynamic height is computed by dividing the NAVD 88
 AB0147.geopotential number by the normal gravity value computed on the
 AB0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0147.degrees latitude (g = 980.6199 gals.).
 AB0147
 AB0147.The modeled gravity was interpolated from observed gravity values.
 AB0147
 AB0147;                    North         East    Units  Estimated Accuracy
 AB0147;SPC TX S     - 5,033,160.      398,010.      MT  (+/- 180 meters Scaled)
 AB0147
 AB0147                          SUPERSEDED SURVEY CONTROL
 AB0147
 AB0147  NGVD 29 (??/??/92)    6.908  (m)           22.66   (f) ADJ UNCH    1 2
 AB0147
 AB0147.Superseded values are not recommended for survey control.
 AB0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0147.See file dsdata.txt to determine how the superseded data were derived.
 AB0147
 AB0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP480723(NAD 83)
 AB0147_MARKER: DB = BENCH MARK DISK
 AB0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0147_STAMPING: D 871 1943
 AB0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0147+STABILITY: SURFACE MOTION
 AB0147
 AB0147  HISTORY     - Date     Condition        Report By
 AB0147  HISTORY     - 1943     MONUMENTED       CGS
 AB0147  HISTORY     - 1951     GOOD             NGS
 AB0147  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0147  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0147  HISTORY     - 19910313 MARK NOT FOUND   USPSQD
 AB0147
 AB0147                          STATION DESCRIPTION
 AB0147
 AB0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0147'4.0 MI S FROM OLMITO.
 AB0147'4.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0147'OLMITO, CAMERON COUNTY, 300 FEET NORTH OF MILEPOST 5, AT THE SOUTHWEST
 AB0147'CORNER OF THE MAULDIN AIR SERVICE FLYING FIELD, 51 FEET EAST OF THE
 AB0147'CENTERLINE OF THE TRACK, 5 FEET SOUTH OF THE SOUTH BANK OF A SMALL
 AB0147'DRAINAGE DITCH, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF
 AB0147'A WHITE WOODEN WITNESS POST, AND 5 FEET LOWER THAN THE TRACK. A
 AB0147'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AB0147'ABOVE GROUND.
 AB0147
 AB0147                          STATION RECOVERY (1951)
 AB0147
 AB0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0147'RECOVERED IN GOOD CONDITION.
 AB0147
 AB0147                          STATION RECOVERY (1981)
 AB0147
 AB0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0147'SEARCHED FOR AND NOT RECOVERED THIS DATE.
 AB0147
 AB0147                          STATION RECOVERY (1988)
 AB0147
 AB0147'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0147'MARK NOT FOUND.
 AB0147
 AB0147                          STATION RECOVERY (1991)
 AB0147
 AB0147'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0341 ***********************************************************************
 AE0341  DESIGNATION -  D 872
 AE0341  PID         -  AE0341
 AE0341  STATE/COUNTY-  TX/HIDALGO
 AE0341  USGS QUAD   -  DONNA (1983)
 AE0341
 AE0341                         *CURRENT SURVEY CONTROL
 AE0341  ___________________________________________________________________
 AE0341* NAD 83(1986)-  26 10 59.     (N)    098 07 06.     (W)     SCALED    
 AE0341* NAVD 88     -        30.732  (meters)     100.83   (feet)  ADJUSTED  
 AE0341  ___________________________________________________________________
 AE0341  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AE0341  DYNAMIC HT  -          30.682 (meters)     100.66  (feet)  COMP
 AE0341  MODELED GRAV-     978,998.7   (mgal)                       NAVD 88
 AE0341
 AE0341  VERT ORDER  -  FIRST     CLASS II
 AE0341
 AE0341.The horizontal coordinates were scaled from a topographic map and have
 AE0341.an estimated accuracy of +/- 6 seconds.
 AE0341
 AE0341.The orthometric height was determined by differential leveling
 AE0341.and adjusted by the National Geodetic Survey in June 1991..
 AE0341.WARNING-Repeat measurements at this control monument indicate possible
 AE0341.vertical movement.
 AE0341
 AE0341.The geoid height was determined by GEOID03.
 AE0341
 AE0341.The dynamic height is computed by dividing the NAVD 88
 AE0341.geopotential number by the normal gravity value computed on the
 AE0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0341.degrees latitude (g = 980.6199 gals.).
 AE0341
 AE0341.The modeled gravity was interpolated from observed gravity values.
 AE0341
 AE0341;                    North         East    Units  Estimated Accuracy
 AE0341;SPC TX S     - 5,057,270.      338,150.      MT  (+/- 180 meters Scaled)
 AE0341
 AE0341                          SUPERSEDED SURVEY CONTROL
 AE0341
 AE0341.No superseded survey control is available for this station.
 AE0341
 AE0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP881962(NAD 83)
 AE0341_MARKER: DB = BENCH MARK DISK
 AE0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0341_SP_SET: CONCRETE BASE
 AE0341_STAMPING: D 872 1943
 AE0341_MARK LOGO: CGS   
 AE0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0341
 AE0341  HISTORY     - Date     Condition        Report By
 AE0341  HISTORY     - 1943     MONUMENTED       CGS
 AE0341  HISTORY     - 1981     GOOD             NGS
 AE0341  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0341
 AE0341                          STATION DESCRIPTION
 AE0341
 AE0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0341'IN ALAMO.
 AE0341'BENCH MARK IS AT THE MISSOURI PACIFIC RAILROAD STATION AT ALAMO, SET
 AE0341'HORIZONTALLY IN THE SOUTHWEST CORNER OF CONCRETE BASE FOR THE BLOCK
 AE0341'SIGNAL IN FRONT OF THE STATION.  IT IS 18.0 FEET NORTH OF AND ABOUT
 AE0341'1.5 FEET ABOVE THE CENTERLINE OF THE MAIN TRACK.
 AE0341
 AE0341                          STATION RECOVERY (1981)
 AE0341
 AE0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0341'IN ALAMO, AT THE SITE OF THE OLD RAILROAD STATION, SET IN THE TOP AT
 AE0341'THE SOUTHWEST CORNER OF A 26 BY 26 INCH CONCRETE SEMAPHORE BASE
 AE0341'PROJECTING 10 INCHES, BETWEEN EIGHTH AND NINTH STREETS, 27.7 METERS
 AE0341'(91.0 FT) NORTH OF THE CENTER OF U.S. HIGHWAY 83 BUSINESS, 4.9 METERS
 AE0341'(16.0 FT) NORTH OF THE NORTH RAIL OF THE MISSOURI PACIFIC RAILROAD
 AE0341'MAIN TRACK, AND 23.2 METERS (76.0 FT) SOUTH OF THE SOUTH FACE OF THE
 AE0341'ALAMO FRUIT AND VEGETABLE COMPANY METAL BUILDING.
 AE0341'THE MARK IS 0.30 M ABOVE GROUND.
 AE0341
 AE0341                          STATION RECOVERY (1987)
 AE0341
 AE0341'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0657 ***********************************************************************
 AE0657  DESIGNATION -  D 873
 AE0657  PID         -  AE0657
 AE0657  STATE/COUNTY-  TX/STARR
 AE0657  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0657
 AE0657                         *CURRENT SURVEY CONTROL
 AE0657  ___________________________________________________________________
 AE0657* NAD 83(1986)-  26 17 20.     (N)    098 35 35.     (W)     SCALED    
 AE0657* NAVD 88     -        56.756  (meters)     186.21   (feet)  ADJUSTED  
 AE0657  ___________________________________________________________________
 AE0657  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AE0657  DYNAMIC HT  -          56.662 (meters)     185.90  (feet)  COMP
 AE0657  MODELED GRAV-     978,986.8   (mgal)                       NAVD 88
 AE0657
 AE0657  VERT ORDER  -  FIRST     CLASS II
 AE0657
 AE0657.The horizontal coordinates were scaled from a topographic map and have
 AE0657.an estimated accuracy of +/- 6 seconds.
 AE0657
 AE0657.The orthometric height was determined by differential leveling
 AE0657.and adjusted by the National Geodetic Survey in June 1991..
 AE0657
 AE0657.The geoid height was determined by GEOID03.
 AE0657
 AE0657.The dynamic height is computed by dividing the NAVD 88
 AE0657.geopotential number by the normal gravity value computed on the
 AE0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0657.degrees latitude (g = 980.6199 gals.).
 AE0657
 AE0657.The modeled gravity was interpolated from observed gravity values.
 AE0657
 AE0657;                    North         East    Units  Estimated Accuracy
 AE0657;SPC TX S     - 5,068,940.      290,710.      MT  (+/- 180 meters Scaled)
 AE0657
 AE0657                          SUPERSEDED SURVEY CONTROL
 AE0657
 AE0657.No superseded survey control is available for this station.
 AE0657
 AE0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ406077(NAD 83)
 AE0657_MARKER: DB = BENCH MARK DISK
 AE0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0657_SP_SET: CULVERT
 AE0657_STAMPING: D 873 1943
 AE0657_MARK LOGO: CGS   
 AE0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0657
 AE0657  HISTORY     - Date     Condition        Report By
 AE0657  HISTORY     - 1943     MONUMENTED       CGS
 AE0657  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0657  HISTORY     - 1981     GOOD             NGS
 AE0657  HISTORY     - 1987     GOOD             USPSQD
 AE0657  HISTORY     - 20060319 MARK NOT FOUND   USPSQD
 AE0657
 AE0657                          STATION DESCRIPTION
 AE0657
 AE0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0657'2.1 MI W FROM SULLIVAN CITY.
 AE0657'BENCH MARK IS ABOUT 2.1 MILES WESTERLY ALONG U.S. HIGHWAY NO. 83 FROM
 AE0657'THE POST OFFICE AT SULLIVAN CITY, ABOUT 0.8 MILE WEST OF INTERSECTION
 AE0657'OF CROSSROAD AND 24.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. IT
 AE0657'IS SET HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A
 AE0657'CONCRETE CULVERT UNDER THE HIGHWAY.
 AE0657
 AE0657                          STATION RECOVERY (1965)
 AE0657
 AE0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0657'MARK NOT FOUND.
 AE0657
 AE0657                          STATION RECOVERY (1981)
 AE0657
 AE0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0657'4.4 KM (2.75 MI) WEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF 886
 AE0657'SOUTH AT SULLIVAN CITY, ALSO 5.3 KM (3.3 MI) EAST ALONG U.S. HIGHWAY
 AE0657'83 FROM THE JUNCTION OF FARM ROAD 2360 AT ALTO BONITO, AT A ROAD SIDE
 AE0657'PARK, SET IN THE TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER
 AE0657'THE HIGHWAY, 7.3 METERS (24.0 FT) NORTH OF THE CENTERLINE OF THE
 AE0657'HIGHWAY 0.15 METERS (0.5 FT) EAST OF THE WEST END OF THE HEADWALL.
 AE0657
 AE0657                          STATION RECOVERY (1987)
 AE0657
 AE0657'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0657'RECOVERED IN GOOD CONDITION.
 AE0657
 AE0657                          STATION RECOVERY (2006)
 AE0657
 AE0657'RECOVERY NOTE BY US POWER SQUADRON 2006 (KEP)
 AE0657'NOT FOUND, HWY 83 HAS BEEN WIDENED TO A 4-LANE DIVIDED HIGHWAY.  NO
 AE0657'CULVERT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1072 ***********************************************************************
 AN1072  DESIGNATION -  D 874
 AN1072  PID         -  AN1072
 AN1072  STATE/COUNTY-  TX/GOLIAD
 AN1072  USGS QUAD   -  SCHROEDER (1987)
 AN1072
 AN1072                         *CURRENT SURVEY CONTROL
 AN1072  ___________________________________________________________________
 AN1072* NAD 83(1986)-  28 46 44.     (N)    097 13 10.     (W)     SCALED    
 AN1072* NAVD 88     -        43.05   (+/-2cm)     141.2    (feet)  VERTCON   
 AN1072  ___________________________________________________________________
 AN1072  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1072
 AN1072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1072
 AN1072.The horizontal coordinates were scaled from a topographic map and have
 AN1072.an estimated accuracy of +/- 6 seconds.
 AN1072
 AN1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1072.The vertical order pertains to the NGVD 29 superseded value.
 AN1072
 AN1072.The geoid height was determined by GEOID03.
 AN1072
 AN1072;                    North         East    Units  Estimated Accuracy
 AN1072;SPC TXSC     - 4,106,120.      773,840.      MT  (+/- 180 meters Scaled)
 AN1072
 AN1072                          SUPERSEDED SURVEY CONTROL
 AN1072
 AN1072  NGVD 29 (??/??/92)   43.122  (m)          141.48   (f) ADJ UNCH    2 0
 AN1072
 AN1072.Superseded values are not recommended for survey control.
 AN1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1072.See file dsdata.txt to determine how the superseded data were derived.
 AN1072
 AN1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS738847(NAD 83)
 AN1072_MARKER: DB = BENCH MARK DISK
 AN1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1072_STAMPING: D 874 1943
 AN1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1072+STABILITY: SURFACE MOTION
 AN1072
 AN1072  HISTORY     - Date     Condition        Report By
 AN1072  HISTORY     - 1943     MONUMENTED       CGS
 AN1072
 AN1072                          STATION DESCRIPTION
 AN1072
 AN1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1072'2.8 MI S FROM SCHROEDER.
 AN1072'TO REACH FROM THE MAIN ROAD INTERSECTION AT SCHROEDER, PROCEED 2.8
 AN1072'MILES SOUTHERLY ON A GRADED ROAD LEADING TO FANNIN AND SITE OF BENCH
 AN1072'MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF A SMALL BRIDGE, ABOUT
 AN1072'400.0 FEET SOUTH OF A DIVISION FENCE CORNER, 33.0 FEET WEST OF AND
 AN1072'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, AND 3.0 FEET
 AN1072'SOUTH OF A 4X4 INCH WOODEN MARKER POST.  PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1977 ***********************************************************************
 AX1977  DESIGNATION -  D 876
 AX1977  PID         -  AX1977
 AX1977  STATE/COUNTY-  TX/GONZALES
 AX1977  USGS QUAD   -  SAMPLE (1987)
 AX1977
 AX1977                         *CURRENT SURVEY CONTROL
 AX1977  ___________________________________________________________________
 AX1977* NAD 83(1986)-  29 12 36.     (N)    097 31 31.     (W)     SCALED    
 AX1977* NAVD 88     -        97.83   (+/-2cm)     321.0    (feet)  VERTCON   
 AX1977  ___________________________________________________________________
 AX1977  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AX1977
 AX1977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1977
 AX1977.The horizontal coordinates were scaled from a topographic map and have
 AX1977.an estimated accuracy of +/- 6 seconds.
 AX1977
 AX1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1977.The vertical order pertains to the NGVD 29 superseded value.
 AX1977
 AX1977.The geoid height was determined by GEOID03.
 AX1977
 AX1977;                    North         East    Units  Estimated Accuracy
 AX1977;SPC TXSC     - 4,153,480.      743,380.      MT  (+/- 180 meters Scaled)
 AX1977
 AX1977                          SUPERSEDED SURVEY CONTROL
 AX1977
 AX1977  NGVD 29 (??/??/92)   97.813  (m)          320.91   (f) ADJ UNCH    2 0
 AX1977
 AX1977.Superseded values are not recommended for survey control.
 AX1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1977.See file dsdata.txt to determine how the superseded data were derived.
 AX1977
 AX1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT433321(NAD 83)
 AX1977_MARKER: DB = BENCH MARK DISK
 AX1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1977_STAMPING: D 876 1943
 AX1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1977+STABILITY: SURFACE MOTION
 AX1977
 AX1977  HISTORY     - Date     Condition        Report By
 AX1977  HISTORY     - 1943     MONUMENTED       CGS
 AX1977
 AX1977                          STATION DESCRIPTION
 AX1977
 AX1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1977'0.7 MI SW FROM SAMPLE.
 AX1977'TO REACH FROM THE POST OFFICE AT SAMPLE, PROCEED 0.4 MILE
 AX1977'SOUTHEASTERLY ALONG U.S. HIGHWAY NO. 87 TO THE INTERSECTION OF A DIRT
 AX1977'ROAD LEAADING SOUTHWEST, THENCE 0.3 MILE SOUTHWESTERLY ALONG A DIRT
 AX1977'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.25 MILE NORTHEAST OF THE
 AX1977'NORTHWEST END OF A DOUBLE TURN IN THE ROAD.  IT IS 39.0 YARDS
 AX1977'SOUTHWEST OF A T FENCE CORNER POST, 19.9 FEET SOUTHEAST OF AND ABOUT
 AX1977'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 6.5 FEET NORTHEAST
 AX1977'OF A 1.0 FOOT MESQUITE TREE AND 2.9 FEET SOUTHWEST OF A 4X4 INCH WHITE
 AX1977'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1693 ***********************************************************************
 AN1693  DESIGNATION -  D 877 RESET 1960
 AN1693  PID         -  AN1693
 AN1693  STATE/COUNTY-  TX/KARNES
 AN1693  USGS QUAD   -  KENEDY (1987)
 AN1693
 AN1693                         *CURRENT SURVEY CONTROL
 AN1693  ___________________________________________________________________
 AN1693* NAD 83(1986)-  28 48 24.     (N)    097 48 26.     (W)     SCALED    
 AN1693* NAVD 88     -       115.52   (+/-2cm)     379.0    (feet)  VERTCON   
 AN1693  ___________________________________________________________________
 AN1693  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AN1693
 AN1693  VERT ORDER  -  THIRD (See Below)
 AN1693
 AN1693.The horizontal coordinates were scaled from a topographic map and have
 AN1693.an estimated accuracy of +/- 6 seconds.
 AN1693
 AN1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1693.The vertical order pertains to the NGVD 29 superseded value.
 AN1693
 AN1693.The geoid height was determined by GEOID03.
 AN1693
 AN1693;                    North         East    Units  Estimated Accuracy
 AN1693;SPC TXSC     - 4,108,470.      716,430.      MT  (+/- 180 meters Scaled)
 AN1693
 AN1693                          SUPERSEDED SURVEY CONTROL
 AN1693
 AN1693  NGVD 29 (??/??/??)  115.50   (m)          378.9    (f) RESET       3  
 AN1693
 AN1693.Superseded values are not recommended for survey control.
 AN1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1693.See file dsdata.txt to determine how the superseded data were derived.
 AN1693
 AN1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS163871(NAD 83)
 AN1693_MARKER: DB = BENCH MARK DISK
 AN1693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1693_SP_SET: CULVERT
 AN1693_STAMPING: D 877 RESET 1960
 AN1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1693
 AN1693  HISTORY     - Date     Condition        Report By
 AN1693  HISTORY     - 1960     MONUMENTED       TXHD
 AN1693  HISTORY     - 1961     GOOD             TXHD
 AN1693  HISTORY     - 20060215 MARK NOT FOUND   USPSQD
 AN1693
 AN1693                          STATION DESCRIPTION
 AN1693
 AN1693'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN1693'3.3 MI ESE FROM KENEDY.
 AN1693'THIS MARK IS LOCATED 2.2 MILES EAST ALONG STATE HIGHWAY 72 FROM THE
 AN1693'FIRST NICHOLS NATIONAL BANK AT KENEDY, THENCE 1.1 MILES SOUTHEAST
 AN1693'ALONG STATE HIGHWAY 239.  AT THE JUNCTION OF A DIRT ROAD LEADING WEST,
 AN1693'90 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 23.2 FEET SOUTHWEST
 AN1693'OF THE CENTERLINE OF THE HIGHWAY, AT A 3- BY 3-FOOT CONCRETE-BOX
 AN1693'CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE SOUTHEAST END OF THE
 AN1693'SOUTHWEST HEADWALL, AND ABOUT ONE FOOT LOWER THAN THE HIGHWAY.
 AN1693
 AN1693                          STATION RECOVERY (2006)
 AN1693
 AN1693'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1693'MARKER HAS BEEN CHISELED OUT OF HEADWALL. BRONZE PIN REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1785 ***********************************************************************
 AN1785  DESIGNATION -  D 879
 AN1785  PID         -  AN1785
 AN1785  STATE/COUNTY-  TX/GOLIAD
 AN1785  USGS QUAD   -  BERCLAIR NW (1987)
 AN1785
 AN1785                         *CURRENT SURVEY CONTROL
 AN1785  ___________________________________________________________________
 AN1785* NAD 83(1986)-  28 38 16.     (N)    097 42 58.     (W)     SCALED    
 AN1785* NAVD 88     -       108.62   (+/-2cm)     356.4    (feet)  VERTCON   
 AN1785  ___________________________________________________________________
 AN1785  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN1785
 AN1785  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1785
 AN1785.The horizontal coordinates were scaled from a topographic map and have
 AN1785.an estimated accuracy of +/- 6 seconds.
 AN1785
 AN1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1785.The vertical order pertains to the NGVD 29 superseded value.
 AN1785
 AN1785.The geoid height was determined by GEOID03.
 AN1785
 AN1785;                    North         East    Units  Estimated Accuracy
 AN1785;SPC TXSC     - 4,089,850.      725,520.      MT  (+/- 180 meters Scaled)
 AN1785
 AN1785                          SUPERSEDED SURVEY CONTROL
 AN1785
 AN1785  NGVD 29 (??/??/92)  108.64   (m)          356.4    (f) COMPUTED    2 0
 AN1785
 AN1785.Superseded values are not recommended for survey control.
 AN1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1785.See file dsdata.txt to determine how the superseded data were derived.
 AN1785
 AN1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS254685(NAD 83)
 AN1785_MARKER: DB = BENCH MARK DISK
 AN1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1785_STAMPING: D 879 1943
 AN1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1785+STABILITY: SURFACE MOTION
 AN1785
 AN1785  HISTORY     - Date     Condition        Report By
 AN1785  HISTORY     - 1943     MONUMENTED       CGS
 AN1785
 AN1785                          STATION DESCRIPTION
 AN1785
 AN1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1785'6.3 MI NE FROM BERCLAIR.
 AN1785'TO REACH FROM THE TEXAS AND NEW ORLEANS(SOUTHERN PACIFIC) RAILROAD
 AN1785'STATION AT BERCLAIR, PROCEED 0.25 MILES SOUTHWESTERLY ALONG THE TRACK
 AN1785'TO A DIRT ROAD CROSSING, THENCE 12.1 MILES NORTHWESTERLY ALONG A DIRT
 AN1785'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 26.7 FEET NORTHEAST OF AND
 AN1785'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 11.7
 AN1785'FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE AND 3.0 FEET
 AN1785'NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AN1785'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1786 ***********************************************************************
 AN1786  DESIGNATION -  D 879 RESET 1962
 AN1786  PID         -  AN1786
 AN1786  STATE/COUNTY-  TX/GOLIAD
 AN1786  USGS QUAD   -  BERCLAIR NW (1987)
 AN1786
 AN1786                         *CURRENT SURVEY CONTROL
 AN1786  ___________________________________________________________________
 AN1786* NAD 83(1986)-  28 38 16.     (N)    097 42 58.     (W)     SCALED    
 AN1786* NAVD 88     -       108.68   (+/-2cm)     356.6    (feet)  VERTCON   
 AN1786  ___________________________________________________________________
 AN1786  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN1786
 AN1786  VERT ORDER  -  THIRD (See Below)
 AN1786
 AN1786.The horizontal coordinates were scaled from a topographic map and have
 AN1786.an estimated accuracy of +/- 6 seconds.
 AN1786
 AN1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1786.The vertical order pertains to the NGVD 29 superseded value.
 AN1786
 AN1786.The geoid height was determined by GEOID03.
 AN1786
 AN1786;                    North         East    Units  Estimated Accuracy
 AN1786;SPC TXSC     - 4,089,850.      725,520.      MT  (+/- 180 meters Scaled)
 AN1786
 AN1786                          SUPERSEDED SURVEY CONTROL
 AN1786
 AN1786  NGVD 29 (??/??/??)  108.69   (m)          356.6    (f) RESET       3  
 AN1786
 AN1786.Superseded values are not recommended for survey control.
 AN1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1786.See file dsdata.txt to determine how the superseded data were derived.
 AN1786
 AN1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS254685(NAD 83)
 AN1786_MARKER: DB = BENCH MARK DISK
 AN1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1786_STAMPING: D 879 RESET 1962
 AN1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1786+STABILITY: SURFACE MOTION
 AN1786
 AN1786  HISTORY     - Date     Condition        Report By
 AN1786  HISTORY     - 1962     MONUMENTED       TXHD
 AN1786  HISTORY     - 1962     GOOD             NGS
 AN1786
 AN1786                          STATION DESCRIPTION
 AN1786
 AN1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AN1786'6.3 MI E FROM PETTUS.
 AN1786'THE BENCH MARK IS ABOUT 2.1 MILES NORTHEAST ALONG F.M. HIGHWAY 623
 AN1786'FROM THE ELEMENTARY SCHOOL AT PETTUS, BEE COUNTY, TO THE INTERSECTION
 AN1786'OF F.M. HIGHWAY 623 AND F.M. HIGHWAY 883, THENCE 4.2 MILES EAST ALONG
 AN1786'F.M. HIGHWAY 883.  52 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AN1786'2 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 3 FEET NORTHWEST
 AN1786'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 AN1786'DISK, STAMPED D 879 RESET 1962 AND SET IN THE TOP OF A CONCRETE POST
 AN1786'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1281 ***********************************************************************
 BL1281  DESIGNATION -  D 88
 BL1281  PID         -  BL1281
 BL1281  STATE/COUNTY-  TX/MONTGOMERY
 BL1281  USGS QUAD   -  WILLIS (1997)
 BL1281
 BL1281                         *CURRENT SURVEY CONTROL
 BL1281  ___________________________________________________________________
 BL1281* NAD 83(1986)-  30 29 35.     (N)    095 28 42.     (W)     SCALED    
 BL1281* NAVD 88     -        84.860  (meters)     278.41   (feet)  ADJUSTED  
 BL1281  ___________________________________________________________________
 BL1281  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BL1281  DYNAMIC HT  -          84.747 (meters)     278.04  (feet)  COMP
 BL1281  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 BL1281
 BL1281  VERT ORDER  -  FIRST     CLASS I
 BL1281
 BL1281.The horizontal coordinates were scaled from a topographic map and have
 BL1281.an estimated accuracy of +/- 6 seconds.
 BL1281
 BL1281.The orthometric height was determined by differential leveling
 BL1281.and adjusted by the National Geodetic Survey in June 1991..
 BL1281
 BL1281.The geoid height was determined by GEOID03.
 BL1281
 BL1281.The dynamic height is computed by dividing the NAVD 88
 BL1281.geopotential number by the normal gravity value computed on the
 BL1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1281.degrees latitude (g = 980.6199 gals.).
 BL1281
 BL1281.The modeled gravity was interpolated from observed gravity values.
 BL1281
 BL1281;                    North         East    Units  Estimated Accuracy
 BL1281;SPC TX C     - 3,101,780.    1,165,920.      MT  (+/- 180 meters Scaled)
 BL1281
 BL1281                          SUPERSEDED SURVEY CONTROL
 BL1281
 BL1281  NGVD 29 (12/23/87)   84.864  (m)          278.42   (f) ADJUSTED    1 1
 BL1281
 BL1281.Superseded values are not recommended for survey control.
 BL1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1281.See file dsdata.txt to determine how the superseded data were derived.
 BL1281
 BL1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP621760(NAD 83)
 BL1281_MARKER: DB = BENCH MARK DISK
 BL1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1281_SP_SET: CONCRETE POST
 BL1281_STAMPING: D 88 1932
 BL1281_MARK LOGO: CGS   
 BL1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1281+STABILITY: SURFACE MOTION
 BL1281
 BL1281  HISTORY     - Date     Condition        Report By
 BL1281  HISTORY     - 1932     MONUMENTED       CGS
 BL1281  HISTORY     - 1973     GOOD             NGS
 BL1281  HISTORY     - 1978     GOOD             NGS
 BL1281  HISTORY     - 1987     GOOD             NGS
 BL1281
 BL1281                          STATION DESCRIPTION
 BL1281
 BL1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1281'3.15 MI S FROM NEW WAVERLY.
 BL1281'ABOUT 3.15 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1281'CROSSING OF FARM ROAD 150, ABOUT 5 1/2 POLES NORTH OF MILE POST 99,
 BL1281'43.3 FEET EAST OF THE EAST RAIL, 1 FOOT WEST OF A FENCE, 1 1/2 FEET
 BL1281'SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE RAIL, AND
 BL1281'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 BL1281
 BL1281                          STATION RECOVERY (1978)
 BL1281
 BL1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1281'OMIT=TELEPHONE POLE, NOW GONE, ADD=6 FEET NORTHWEST OF A POINT IN
 BL1281'LINE WITH AND ACROSS TRACK FROM A FENCE RUNNING SOUTHWEST, 2 FEET
 BL1281'NORTHWEST OF BLAZED TREE, 2.5 FEET EAST OF BLAZED TREE, AND
 BL1281'2 FEET SOUTHEAST OF METAL WITNESS POST.
 BL1281
 BL1281                          STATION RECOVERY (1987)
 BL1281
 BL1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1734 ***********************************************************************
 AN1734  DESIGNATION -  D 880
 AN1734  PID         -  AN1734
 AN1734  STATE/COUNTY-  TX/GOLIAD
 AN1734  USGS QUAD   -  RUNGE SE (1987)
 AN1734
 AN1734                         *CURRENT SURVEY CONTROL
 AN1734  ___________________________________________________________________
 AN1734* NAD 83(1986)-  28 45 38.     (N)    097 36 59.     (W)     SCALED    
 AN1734* NAVD 88     -        69.21   (+/-2cm)     227.1    (feet)  VERTCON   
 AN1734  ___________________________________________________________________
 AN1734  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN1734
 AN1734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1734
 AN1734.The horizontal coordinates were scaled from a topographic map and have
 AN1734.an estimated accuracy of +/- 6 seconds.
 AN1734
 AN1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1734.The vertical order pertains to the NGVD 29 superseded value.
 AN1734
 AN1734.The geoid height was determined by GEOID03.
 AN1734
 AN1734;                    North         East    Units  Estimated Accuracy
 AN1734;SPC TXSC     - 4,103,560.      735,110.      MT  (+/- 180 meters Scaled)
 AN1734
 AN1734                          SUPERSEDED SURVEY CONTROL
 AN1734
 AN1734  NGVD 29 (??/??/92)   69.222  (m)          227.11   (f) ADJ UNCH    2 0
 AN1734
 AN1734.Superseded values are not recommended for survey control.
 AN1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1734.See file dsdata.txt to determine how the superseded data were derived.
 AN1734
 AN1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS350822(NAD 83)
 AN1734_MARKER: DB = BENCH MARK DISK
 AN1734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1734_SP_SET: CULVERT
 AN1734_STAMPING: D 880 1943
 AN1734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1734
 AN1734  HISTORY     - Date     Condition        Report By
 AN1734  HISTORY     - 1943     MONUMENTED       CGS
 AN1734
 AN1734                          STATION DESCRIPTION
 AN1734
 AN1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1734'1.0 MI NW FROM CHARCO.
 AN1734'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 1.0 MILE
 AN1734'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO A CONCRETE CULVERT AND SITE
 AN1734'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AN1734'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 5X8 FOOT CONCRETE BOX
 AN1734'CULVERT UNDER THE ROAD.  IT IS 108.0 YARDS SOUTHEAST OF THE CENTERLINE
 AN1734'OF A DIRT ROAD LEADING NORTHEAST, 20.3 FEET NORTHEAST OF AND ABOUT 1.0
 AN1734'FOOT BELOW THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1114 ***********************************************************************
 AN1114  DESIGNATION -  D 881
 AN1114  PID         -  AN1114
 AN1114  STATE/COUNTY-  TX/GOLIAD
 AN1114  USGS QUAD   -  WEESATCHE (1987)
 AN1114
 AN1114                         *CURRENT SURVEY CONTROL
 AN1114  ___________________________________________________________________
 AN1114* NAD 83(1986)-  28 50 15.     (N)    097 29 32.     (W)     SCALED    
 AN1114* NAVD 88     -       100.03   (+/-2cm)     328.2    (feet)  VERTCON   
 AN1114  ___________________________________________________________________
 AN1114  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN1114
 AN1114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1114
 AN1114.The horizontal coordinates were scaled from a topographic map and have
 AN1114.an estimated accuracy of +/- 6 seconds.
 AN1114
 AN1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1114.The vertical order pertains to the NGVD 29 superseded value.
 AN1114
 AN1114.The geoid height was determined by GEOID03.
 AN1114
 AN1114;                    North         East    Units  Estimated Accuracy
 AN1114;SPC TXSC     - 4,112,240.      747,130.      MT  (+/- 180 meters Scaled)
 AN1114
 AN1114                          SUPERSEDED SURVEY CONTROL
 AN1114
 AN1114  NGVD 29 (??/??/92)  100.04   (m)          328.2    (f) COMPUTED    2 0
 AN1114
 AN1114.Superseded values are not recommended for survey control.
 AN1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1114.See file dsdata.txt to determine how the superseded data were derived.
 AN1114
 AN1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS470909(NAD 83)
 AN1114_MARKER: DB = BENCH MARK DISK
 AN1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1114_STAMPING: D 881 1943
 AN1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1114+STABILITY: SURFACE MOTION
 AN1114
 AN1114  HISTORY     - Date     Condition        Report By
 AN1114  HISTORY     - 1943     MONUMENTED       CGS
 AN1114  HISTORY     - 1962     GOOD             USGS
 AN1114
 AN1114                          STATION DESCRIPTION
 AN1114
 AN1114'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AN1114'3.2 MI SW FROM WEESATCHE.
 AN1114'3.2 MILES SOUTHWEST ALONG FARM-TO-MARKET ROAD 884 FROM THE
 AN1114'INTERSECTION OF STATE HIGHWAY 119 AT WEESATCHE, GOLIAD COUNTY, 48 FEET
 AN1114'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME FARM HOUSE AT THE TOP OF
 AN1114'A HILL, 41.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND LEVEL WITH
 AN1114'THE ROAD, 3.5 YARDS EAST OF THE EAST SIDE (EXTENDED) OF THE FARM
 AN1114'HOUSE, AT WEST EDGE OF A BUSH.  A STANDARD DISK, STAMPED D881 1943 AND
 AN1114'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 AN1114'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0629 ***********************************************************************
 BL0629  DESIGNATION -  D 882
 BL0629  PID         -  BL0629
 BL0629  STATE/COUNTY-  TX/POLK
 BL0629  USGS QUAD   -  NEW WILLARD (1984)
 BL0629
 BL0629                         *CURRENT SURVEY CONTROL
 BL0629  ___________________________________________________________________
 BL0629* NAD 83(1986)-  30 50 23.     (N)    094 59 16.     (W)     SCALED    
 BL0629* NAVD 88     -       121.68   (+/-2cm)     399.2    (feet)  VERTCON   
 BL0629  ___________________________________________________________________
 BL0629  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL0629
 BL0629  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0629
 BL0629.The horizontal coordinates were scaled from a topographic map and have
 BL0629.an estimated accuracy of +/- 6 seconds.
 BL0629
 BL0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0629.The vertical order pertains to the NGVD 29 superseded value.
 BL0629
 BL0629.The geoid height was determined by GEOID03.
 BL0629
 BL0629;                    North         East    Units  Estimated Accuracy
 BL0629;SPC TX C     - 3,142,320.    1,211,120.      MT  (+/- 180 meters Scaled)
 BL0629
 BL0629                          SUPERSEDED SURVEY CONTROL
 BL0629
 BL0629  NGVD 29 (??/??/92)  121.688  (m)          399.24   (f) ADJ UNCH    2 0
 BL0629
 BL0629.Superseded values are not recommended for survey control.
 BL0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0629.See file dsdata.txt to determine how the superseded data were derived.
 BL0629
 BL0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ099135(NAD 83)
 BL0629_MARKER: DB = BENCH MARK DISK
 BL0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0629_STAMPING: D 882 1947
 BL0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0629+STABILITY: SURFACE MOTION
 BL0629
 BL0629  HISTORY     - Date     Condition        Report By
 BL0629  HISTORY     - 1947     MONUMENTED       CGS
 BL0629  HISTORY     - 1960     GOOD             NGS
 BL0629  HISTORY     - 1990     GOOD             USPSQD
 BL0629  HISTORY     - 19970426 POOR             USPSQD
 BL0629
 BL0629                          STATION DESCRIPTION
 BL0629
 BL0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0629'8.1 MI W FROM LEGGETT.
 BL0629'8.1 MILES WEST ALONG THE LEGGETT-ONALASKA ROAD FROM THE TEXAS AND NEW
 BL0629'ORLEANS RAILWAY STATION AT LEGGETT, 250 FEET NORTH OF BOLD SPRINGS
 BL0629'CHURCH.  50 FEET WEST OF THE CENTERLINE OF THE ROAD, 36 FEET SOUTH AND
 BL0629'45 FEET WEST OF THE NORTHEAST CORNER OF A CEMETERY.  IN THE CEMETARY
 BL0629'IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BL0629
 BL0629                          STATION RECOVERY (1990)
 BL0629
 BL0629'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BL0629'RECOVERED IN GOOD CONDITION.
 BL0629
 BL0629                          STATION RECOVERY (1997)
 BL0629
 BL0629'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0629'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0605 ***********************************************************************
 BL0605  DESIGNATION -  D 883
 BL0605  PID         -  BL0605
 BL0605  STATE/COUNTY-  TX/POLK
 BL0605  USGS QUAD   -  CORRIGAN (1984)
 BL0605
 BL0605                         *CURRENT SURVEY CONTROL
 BL0605  ___________________________________________________________________
 BL0605* NAD 83(1986)-  30 59 37.     (N)    094 52 16.     (W)     SCALED    
 BL0605* NAVD 88     -        84.25   (+/-2cm)     276.4    (feet)  VERTCON   
 BL0605  ___________________________________________________________________
 BL0605  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0605
 BL0605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0605
 BL0605.The horizontal coordinates were scaled from a topographic map and have
 BL0605.an estimated accuracy of +/- 6 seconds.
 BL0605
 BL0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0605.The vertical order pertains to the NGVD 29 superseded value.
 BL0605
 BL0605.The geoid height was determined by GEOID03.
 BL0605
 BL0605;                    North         East    Units  Estimated Accuracy
 BL0605;SPC TX C     - 3,159,900.    1,221,430.      MT  (+/- 180 meters Scaled)
 BL0605
 BL0605                          SUPERSEDED SURVEY CONTROL
 BL0605
 BL0605  NGVD 29 (??/??/92)   84.272  (m)          276.48   (f) ADJ UNCH    2 0
 BL0605
 BL0605.Superseded values are not recommended for survey control.
 BL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0605.See file dsdata.txt to determine how the superseded data were derived.
 BL0605
 BL0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ213303(NAD 83)
 BL0605_MARKER: DB = BENCH MARK DISK
 BL0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0605_STAMPING: D 883 1947
 BL0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0605+STABILITY: SURFACE MOTION
 BL0605
 BL0605  HISTORY     - Date     Condition        Report By
 BL0605  HISTORY     - 1947     MONUMENTED       CGS
 BL0605  HISTORY     - 1990     GOOD             USPSQD
 BL0605  HISTORY     - 19970426 GOOD             USPSQD
 BL0605
 BL0605                          STATION DESCRIPTION
 BL0605
 BL0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0605'2.7 MI W FROM CORRIGAN.
 BL0605'2.7 MILES WEST ALONG U. S. HIGHWAY 287 FROM THE TEXAS AND NEW ORLEANS
 BL0605'RAILWAY STATION AT CORRIGAN, 99.0 FEET SOUTHWEST OF THE SOUTHWEST
 BL0605'CORNER OF A FARMHOUSE, 91.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BL0605'A SMALL FARMHOUSE, 50.5 FEET EAST OF A FENCE CORNER, 46.3 FEET NORTH
 BL0605'OF THE CENTER LINE OF THE HIGHWAY, 16.3 FEET WEST OF A HIGHWAY
 BL0605'RIGHT-OF-WAY MARKER POST, 2.1 FEET SOUTH OF A FENCE, 1.7 FEET EAST OF
 BL0605'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.4
 BL0605'FOOT ABOVE THE GROUND.
 BL0605
 BL0605                          STATION RECOVERY (1990)
 BL0605
 BL0605'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 BL0605'RECOVERED IN GOOD CONDITION.
 BL0605
 BL0605                          STATION RECOVERY (1997)
 BL0605
 BL0605'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0609 ***********************************************************************
 BL0609  DESIGNATION -  D 884
 BL0609  PID         -  BL0609
 BL0609  STATE/COUNTY-  TX/POLK
 BL0609  USGS QUAD   -  CARMONA (1984)
 BL0609
 BL0609                         *CURRENT SURVEY CONTROL
 BL0609  ___________________________________________________________________
 BL0609* NAD 83(1986)-  30 59 48.     (N)    094 55 59.     (W)     SCALED    
 BL0609* NAVD 88     -        77.52   (+/-2cm)     254.3    (feet)  VERTCON   
 BL0609  ___________________________________________________________________
 BL0609  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL0609
 BL0609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0609
 BL0609.The horizontal coordinates were scaled from a topographic map and have
 BL0609.an estimated accuracy of +/- 6 seconds.
 BL0609
 BL0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0609.The vertical order pertains to the NGVD 29 superseded value.
 BL0609
 BL0609.The geoid height was determined by GEOID03.
 BL0609
 BL0609;                    North         East    Units  Estimated Accuracy
 BL0609;SPC TX C     - 3,159,950.    1,215,500.      MT  (+/- 180 meters Scaled)
 BL0609
 BL0609                          SUPERSEDED SURVEY CONTROL
 BL0609
 BL0609  NGVD 29 (??/??/92)   77.536  (m)          254.38   (f) ADJ UNCH    2 0
 BL0609
 BL0609.Superseded values are not recommended for survey control.
 BL0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0609.See file dsdata.txt to determine how the superseded data were derived.
 BL0609
 BL0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ154308(NAD 83)
 BL0609_MARKER: DB = BENCH MARK DISK
 BL0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0609_STAMPING: D 884 1947
 BL0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0609+STABILITY: SURFACE MOTION
 BL0609
 BL0609  HISTORY     - Date     Condition        Report By
 BL0609  HISTORY     - 1947     MONUMENTED       CGS
 BL0609
 BL0609                          STATION DESCRIPTION
 BL0609
 BL0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0609'1.8 MI NE FROM CARMONA.
 BL0609'0.7 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0609'CARMONA, THENCE 1.1 MILES EAST ALONG U. S. HIGHWAY 287, APPROXIMATELY
 BL0609'284 YARDS EAST OF A 190 FOOT BRIDGE, 58.9 FEET EAST OF THE EAST END OF
 BL0609'A WOODEN GATE, 50.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.5
 BL0609'FEET SOUTH OF A FENCE, 1.2 FEET WEST OF A REFERENCE POST, SET IN THE
 BL0609'TOP OF A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0907 ***********************************************************************
 BL0907  DESIGNATION -  D 885
 BL0907  PID         -  BL0907
 BL0907  STATE/COUNTY-  TX/TRINITY
 BL0907  USGS QUAD   -  CHITA (1972)
 BL0907
 BL0907                         *CURRENT SURVEY CONTROL
 BL0907  ___________________________________________________________________
 BL0907* NAD 83(1986)-  30 56 05.     (N)    095 12 36.     (W)     SCALED    
 BL0907* NAVD 88     -        83.47   (+/-2cm)     273.9    (feet)  VERTCON   
 BL0907  ___________________________________________________________________
 BL0907  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL0907
 BL0907  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0907
 BL0907.The horizontal coordinates were scaled from a topographic map and have
 BL0907.an estimated accuracy of +/- 6 seconds.
 BL0907
 BL0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0907.The vertical order pertains to the NGVD 29 superseded value.
 BL0907
 BL0907.The geoid height was determined by GEOID03.
 BL0907
 BL0907;                    North         East    Units  Estimated Accuracy
 BL0907;SPC TX C     - 3,151,840.    1,189,400.      MT  (+/- 180 meters Scaled)
 BL0907
 BL0907                          SUPERSEDED SURVEY CONTROL
 BL0907
 BL0907  NGVD 29 (??/??/92)   83.478  (m)          273.88   (f) ADJ UNCH    2 0
 BL0907
 BL0907.Superseded values are not recommended for survey control.
 BL0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0907.See file dsdata.txt to determine how the superseded data were derived.
 BL0907
 BL0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ888244(NAD 83)
 BL0907_MARKER: DB = BENCH MARK DISK
 BL0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0907_STAMPING: D 885 1947
 BL0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0907+STABILITY: SURFACE MOTION
 BL0907
 BL0907  HISTORY     - Date     Condition        Report By
 BL0907  HISTORY     - 1947     MONUMENTED       CGS
 BL0907  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0907
 BL0907                          STATION DESCRIPTION
 BL0907
 BL0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0907'IN CHITA.
 BL0907'AT CHITA, 130.0 FEET SOUTHEAST OF AND LEVEL WITH THE CENTER LINE OF
 BL0907'THE GROVETON-SEBASTOPOL ROAD, 41.8 FEET NORTHEAST OF THE NORTH CORNER
 BL0907'OF THE CHITA BAPTIST CHURCH, 41.2 FEET NORTHWEST OF THE EAST CORNER OF
 BL0907'THE CHITA BAPTIST CHURCH, 6.4 FEET NORTHWEST OF THE NORTHWEST FACE OF
 BL0907'A 22 INCH PINE TREE, 6.0 FEET SOUTHEAST OF THE SOUTHEAST FACE OF A 16
 BL0907'INCH PINE TREE, 0.8 FOOT SOUTHWEST OF A POINT IN LINE WITH THE CENTERS
 BL0907'OF THE TWO PINE TREES, SET IN THE TOP OF A CONCRETE POST AND FLUSH
 BL0907'WITH THE SURFACE OF THE GROUND.
 BL0907
 BL0907                          STATION RECOVERY (1996)
 BL0907
 BL0907'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0789 ***********************************************************************
 AN0789  DESIGNATION -  D 886
 AN0789  PID         -  AN0789
 AN0789  STATE/COUNTY-  TX/VICTORIA
 AN0789  USGS QUAD   -  INEZ NW (1995)
 AN0789
 AN0789                         *CURRENT SURVEY CONTROL
 AN0789  ___________________________________________________________________
 AN0789* NAD 83(1986)-  28 56 00.     (N)    096 55 24.     (W)     SCALED    
 AN0789* NAVD 88     -        28.49   (+/-2cm)      93.5    (feet)  VERTCON   
 AN0789  ___________________________________________________________________
 AN0789  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0789
 AN0789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0789
 AN0789.The horizontal coordinates were scaled from a topographic map and have
 AN0789.an estimated accuracy of +/- 6 seconds.
 AN0789
 AN0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0789.The vertical order pertains to the NGVD 29 superseded value.
 AN0789
 AN0789.The geoid height was determined by GEOID03.
 AN0789
 AN0789;                    North         East    Units  Estimated Accuracy
 AN0789;SPC TXSC     - 4,123,710.      802,440.      MT  (+/- 180 meters Scaled)
 AN0789
 AN0789                          SUPERSEDED SURVEY CONTROL
 AN0789
 AN0789  NGVD 29 (??/??/92)   28.541  (m)           93.64   (f) ADJ UNCH    2 0
 AN0789
 AN0789.Superseded values are not recommended for survey control.
 AN0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0789.See file dsdata.txt to determine how the superseded data were derived.
 AN0789
 AN0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT024023(NAD 83)
 AN0789_MARKER: DB = BENCH MARK DISK
 AN0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0789_STAMPING: D 886 1943
 AN0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0789+STABILITY: SURFACE MOTION
 AN0789
 AN0789  HISTORY     - Date     Condition        Report By
 AN0789  HISTORY     - 1943     MONUMENTED       CGS
 AN0789
 AN0789                          STATION DESCRIPTION
 AN0789
 AN0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0789'11.05 MI NE FROM VICTORIA.
 AN0789'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 295 AND U. S.
 AN0789'HIGHWAY NO. 59 AT VICTORIA-- PROCEED 2.75 MILES NORTHERLY ALONG STATE
 AN0789'HIGHWAY NO. 295 TO A DIRT SIDE ROAD INTERSECTION LEADING NORTHEAST,
 AN0789'THENCE 8.3 MILES NORTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AN0789'ABOUT 0.25 MILE NORTHEAST OF A PRIVATE ROAD INTERSECTION LEADING
 AN0789'SOUTHEAST, AND ABOUT 0.15 MILE SOUTHWEST OF THE CENTER OF A WOODEN
 AN0789'BRIDGE OVER GARCITAS CREEK.  IT IS 28.5 FEET NORTHWEST OF AND ABOUT
 AN0789'THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 1.5 FEET SOUTHEAST OF
 AN0789'THE RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTHEAST OF A 4X4-INCH WOODEN
 AN0789'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2456 ***********************************************************************
 AX2456  DESIGNATION -  D 887
 AX2456  PID         -  AX2456
 AX2456  STATE/COUNTY-  TX/DE WITT
 AX2456  USGS QUAD   -  BLACKWELL LAKE (1987)
 AX2456
 AX2456                         *CURRENT SURVEY CONTROL
 AX2456  ___________________________________________________________________
 AX2456* NAD 83(1986)-  29 00 03.     (N)    097 24 59.     (W)     SCALED    
 AX2456* NAVD 88     -        90.79   (+/-2cm)     297.9    (feet)  VERTCON   
 AX2456  ___________________________________________________________________
 AX2456  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX2456
 AX2456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2456
 AX2456.The horizontal coordinates were scaled from a topographic map and have
 AX2456.an estimated accuracy of +/- 6 seconds.
 AX2456
 AX2456.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2456.The vertical order pertains to the NGVD 29 superseded value.
 AX2456
 AX2456.The geoid height was determined by GEOID03.
 AX2456
 AX2456;                    North         East    Units  Estimated Accuracy
 AX2456;SPC TXSC     - 4,130,440.      754,280.      MT  (+/- 180 meters Scaled)
 AX2456
 AX2456                          SUPERSEDED SURVEY CONTROL
 AX2456
 AX2456  NGVD 29 (??/??/92)   90.80   (m)          297.9    (f) COMPUTED    2 0
 AX2456
 AX2456.Superseded values are not recommended for survey control.
 AX2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2456.See file dsdata.txt to determine how the superseded data were derived.
 AX2456
 AX2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT542091(NAD 83)
 AX2456_MARKER: DB = BENCH MARK DISK
 AX2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2456_STAMPING: D 887 1943
 AX2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2456+STABILITY: SURFACE MOTION
 AX2456
 AX2456  HISTORY     - Date     Condition        Report By
 AX2456  HISTORY     - 1943     MONUMENTED       CGS
 AX2456  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX2456
 AX2456                          STATION DESCRIPTION
 AX2456
 AX2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2456'7.6 MI E FROM YORKTOWN.
 AX2456'TO REACH FROM THE POST OFFICE AT YORKTOWN-- PROCEED 4.4 MILES
 AX2456'NORTHEASTERLY ALONG STATE HIGHWAY NO.72 TO A DIRT SIDE ROAD
 AX2456'INTERSECTION LEADING EASTERLY TO ARNECKEVILLE, THENCE 3.2 MILES
 AX2456'EASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.35 MILE EAST OF
 AX2456'A SIDE ROAD INTERSECTION LEADING SOUTH, AND 16.0 FEET NORTH OF AND
 AX2456'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 14.0 FEET
 AX2456'WEST OF THE CENTERLINE OF A WOODEN GATE AND A FARM ROAD CROSSING THE
 AX2456'ROAD, 1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET EAST OF A
 AX2456'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AX2456
 AX2456                          STATION RECOVERY (2001)
 AX2456
 AX2456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX2456'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1080 ***********************************************************************
 AN1080  DESIGNATION -  D 888
 AN1080  PID         -  AN1080
 AN1080  STATE/COUNTY-  TX/VICTORIA
 AN1080  USGS QUAD   -  MISSION VALLEY (1987)
 AN1080
 AN1080                         *CURRENT SURVEY CONTROL
 AN1080  ___________________________________________________________________
 AN1080* NAD 83(1986)-  28 53 43.     (N)    097 08 35.     (W)     SCALED    
 AN1080* NAVD 88     -        30.01   (+/-2cm)      98.5    (feet)  VERTCON   
 AN1080  ___________________________________________________________________
 AN1080  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1080
 AN1080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1080
 AN1080.The horizontal coordinates were scaled from a topographic map and have
 AN1080.an estimated accuracy of +/- 6 seconds.
 AN1080
 AN1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1080.The vertical order pertains to the NGVD 29 superseded value.
 AN1080
 AN1080.The geoid height was determined by GEOID03.
 AN1080
 AN1080;                    North         East    Units  Estimated Accuracy
 AN1080;SPC TXSC     - 4,119,130.      781,090.      MT  (+/- 180 meters Scaled)
 AN1080
 AN1080                          SUPERSEDED SURVEY CONTROL
 AN1080
 AN1080  NGVD 29 (??/??/92)   30.064  (m)           98.64   (f) ADJ UNCH    2 0
 AN1080
 AN1080.Superseded values are not recommended for survey control.
 AN1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1080.See file dsdata.txt to determine how the superseded data were derived.
 AN1080
 AN1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS810978(NAD 83)
 AN1080_MARKER: DB = BENCH MARK DISK
 AN1080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1080_SP_SET: PIER
 AN1080_STAMPING: D 888 1943
 AN1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1080
 AN1080  HISTORY     - Date     Condition        Report By
 AN1080  HISTORY     - 1943     MONUMENTED       CGS
 AN1080  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1080
 AN1080                          STATION DESCRIPTION
 AN1080
 AN1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1080'3.55 MI SW FROM NURSERY.
 AN1080'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 3.55 MILES
 AN1080'SOUTHWESTERLY ALONG THE NURSERY-SCHROEDER ROAD TO SITE OF BENCH MARK.
 AN1080'BENCH MARK IS ABOUT 0.35 MILE SOUTHWEST OF THE CENTER OF A BRIDGE OVER
 AN1080'GUADALUPE RIVER, 9.0 FEET SOUTHEAST OF AND ABOUT 1.5 FEET BELOW THE
 AN1080'CENTERLINE OF ROAD, AND SET HORIZONTALLY IN THE SOUTHEAST END OF THE
 AN1080'SOUTHWEST CONCRETE PIER OF A WOODEN BRIDGE OVER A SMALL BRANCH.
 AN1080
 AN1080                          STATION RECOVERY (1990)
 AN1080
 AN1080'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1106 ***********************************************************************
 AN1106  DESIGNATION -  D 889
 AN1106  PID         -  AN1106
 AN1106  STATE/COUNTY-  TX/GOLIAD
 AN1106  USGS QUAD   -  ANDER (1987)
 AN1106
 AN1106                         *CURRENT SURVEY CONTROL
 AN1106  ___________________________________________________________________
 AN1106* NAD 83(1986)-  28 50 22.     (N)    097 19 38.     (W)     SCALED    
 AN1106* NAVD 88     -        62.81   (+/-2cm)     206.1    (feet)  VERTCON   
 AN1106  ___________________________________________________________________
 AN1106  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1106
 AN1106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1106
 AN1106.The horizontal coordinates were scaled from a topographic map and have
 AN1106.an estimated accuracy of +/- 6 seconds.
 AN1106
 AN1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1106.The vertical order pertains to the NGVD 29 superseded value.
 AN1106
 AN1106.The geoid height was determined by GEOID03.
 AN1106
 AN1106;                    North         East    Units  Estimated Accuracy
 AN1106;SPC TXSC     - 4,112,670.      763,220.      MT  (+/- 180 meters Scaled)
 AN1106
 AN1106                          SUPERSEDED SURVEY CONTROL
 AN1106
 AN1106  NGVD 29 (??/??/92)   62.854  (m)          206.21   (f) ADJ UNCH    2 0
 AN1106
 AN1106.Superseded values are not recommended for survey control.
 AN1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1106.See file dsdata.txt to determine how the superseded data were derived.
 AN1106
 AN1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS631913(NAD 83)
 AN1106_MARKER: DB = BENCH MARK DISK
 AN1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1106_STAMPING: D 889 1943
 AN1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1106+STABILITY: SURFACE MOTION
 AN1106
 AN1106  HISTORY     - Date     Condition        Report By
 AN1106  HISTORY     - 1943     MONUMENTED       CGS
 AN1106
 AN1106                          STATION DESCRIPTION
 AN1106
 AN1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1106'2.6 MI S FROM ANDER.
 AN1106'TO REACH FROM THE LUTHERAN CHURCH AT ANDER-- PROCEED 2.6 MILES
 AN1106'SOUTHERLY ALONG THE ANDER-SCHROEDER ROAD TO SITE OF BENCH MARK. BENCH
 AN1106'MARK IS 25.5 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AN1106'CENTERLINE OF ROAD, AND 10.0 FEET WEST OF THE CENTERLINE OF A WOODEN
 AN1106'GATE AND A PRIVATE ROAD LEADING NORTH TO THE RESIDENCE OF H. F.
 AN1106'ALBRECHT.  IT IS 7.0 FEET NORTH OF A FENCE CORNER, 1.8 FEET WEST OF A
 AN1106'FENCE, AND 3.4 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AN1106'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1107 ***********************************************************************
 AN1107  DESIGNATION -  D 889 RESET 1952
 AN1107  PID         -  AN1107
 AN1107  STATE/COUNTY-  TX/GOLIAD
 AN1107  USGS QUAD   -  ANDER (1987)
 AN1107
 AN1107                         *CURRENT SURVEY CONTROL
 AN1107  ___________________________________________________________________
 AN1107* NAD 83(1986)-  28 50 22.     (N)    097 19 38.     (W)     SCALED    
 AN1107* NAVD 88     -        62.79   (+/-2cm)     206.0    (feet)  VERTCON   
 AN1107  ___________________________________________________________________
 AN1107  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1107
 AN1107  VERT ORDER  -  THIRD (See Below)
 AN1107
 AN1107.The horizontal coordinates were scaled from a topographic map and have
 AN1107.an estimated accuracy of +/- 6 seconds.
 AN1107
 AN1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1107.The vertical order pertains to the NGVD 29 superseded value.
 AN1107
 AN1107.The geoid height was determined by GEOID03.
 AN1107
 AN1107;                    North         East    Units  Estimated Accuracy
 AN1107;SPC TXSC     - 4,112,670.      763,220.      MT  (+/- 180 meters Scaled)
 AN1107
 AN1107                          SUPERSEDED SURVEY CONTROL
 AN1107
 AN1107  NGVD 29 (01/29/03)   62.83   (m)          206.1    (f) RESET       3  
 AN1107
 AN1107.Superseded values are not recommended for survey control.
 AN1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1107.See file dsdata.txt to determine how the superseded data were derived.
 AN1107
 AN1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS631913(NAD 83)
 AN1107_MARKER: DB = BENCH MARK DISK
 AN1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1107_STAMPING: D 889 RESET 1952
 AN1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1107+STABILITY: SURFACE MOTION
 AN1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1107+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 AN1107
 AN1107  HISTORY     - Date     Condition        Report By
 AN1107  HISTORY     - 1952     MONUMENTED       TXHD
 AN1107  HISTORY     - 1990     GOOD             USPSQD
 AN1107  HISTORY     - 20030602 GOOD             INDIV
 AN1107
 AN1107                          STATION DESCRIPTION
 AN1107
 AN1107'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 AN1107'4.0 MI E FROM WESER.
 AN1107'D 889 RESET 4.0 MILES EAST ALONG FARM-TO-MARKET HIGHWAY 1961 FROM THE
 AN1107'JUNCTION OF U.S. HIGHWAY 183 AT WESER, GOLIAD COUNTY, 10 FEET WEST OF
 AN1107'THE CENTER LINE OF A WOODEN GATE AND PRIVATE ROAD LEADING NORTH TO THE
 AN1107'ALBRECHT RESIDENCE, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2
 AN1107'FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 0.8 FOOT HIGHER THAN THE
 AN1107'HIGHWAY.  A STANDARD DISK, STAMPED D 889 RESET 1952 AND SET IN THE TOP
 AN1107'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN1107
 AN1107                          STATION RECOVERY (1990)
 AN1107
 AN1107'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1107'RECOVERED IN GOOD CONDITION.
 AN1107
 AN1107                          STATION RECOVERY (2003)
 AN1107
 AN1107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (EFB)
 AN1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0232 ***********************************************************************
 AW0232  DESIGNATION -  D 89
 AW0232  PID         -  AW0232
 AW0232  STATE/COUNTY-  TX/HARRIS
 AW0232  USGS QUAD   -  ALDINE (1995)
 AW0232
 AW0232                         *CURRENT SURVEY CONTROL
 AW0232  ___________________________________________________________________
 AW0232* NAD 83(1986)-  29 55 49.     (N)    095 22 48.     (W)     SCALED    
 AW0232* NAVD 88     -        23.511  (meters)      77.14   (feet)  ADJUSTED  
 AW0232  ___________________________________________________________________
 AW0232  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AW0232  DYNAMIC HT  -          23.479 (meters)      77.03  (feet)  COMP
 AW0232  MODELED GRAV-     979,294.9   (mgal)                       NAVD 88
 AW0232
 AW0232  VERT ORDER  -  FIRST     CLASS I
 AW0232
 AW0232.The horizontal coordinates were scaled from a topographic map and have
 AW0232.an estimated accuracy of +/- 6 seconds.
 AW0232
 AW0232.The orthometric height was determined by differential leveling
 AW0232.and adjusted by the National Geodetic Survey in July 2002..
 AW0232
 AW0232.The geoid height was determined by GEOID03.
 AW0232
 AW0232.The dynamic height is computed by dividing the NAVD 88
 AW0232.geopotential number by the normal gravity value computed on the
 AW0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0232.degrees latitude (g = 980.6199 gals.).
 AW0232
 AW0232.The modeled gravity was interpolated from observed gravity values.
 AW0232
 AW0232;                    North         East    Units  Estimated Accuracy
 AW0232;SPC TXSC     - 4,237,810.      949,440.      MT  (+/- 180 meters Scaled)
 AW0232
 AW0232                          SUPERSEDED SURVEY CONTROL
 AW0232
 AW0232  NAVD 88 (09/11/96)   23.526  (m)           77.18   (f) UNKNOWN     1 1
 AW0232  NAVD 88 (06/15/91)   23.820  (m)           78.15   (f) UNKNOWN     1 1
 AW0232  NGVD 29 (12/23/87)   23.818  (m)           78.14   (f) ADJUSTED    1 1
 AW0232
 AW0232.Superseded values are not recommended for survey control.
 AW0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0232.See file dsdata.txt to determine how the superseded data were derived.
 AW0232
 AW0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP702134(NAD 83)
 AW0232_MARKER: DB = BENCH MARK DISK
 AW0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0232_SP_SET: CONCRETE POST
 AW0232_STAMPING: D 89 1932
 AW0232_MARK LOGO: CGS   
 AW0232_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0232+STABILITY: SURFACE MOTION
 AW0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0232+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW0232
 AW0232  HISTORY     - Date     Condition        Report By
 AW0232  HISTORY     - 1932     MONUMENTED       CGS
 AW0232  HISTORY     - 1973     GOOD             NGS
 AW0232  HISTORY     - 1978     GOOD             NGS
 AW0232  HISTORY     - 1978     GOOD             NGS
 AW0232  HISTORY     - 1986     GOOD             NGS
 AW0232  HISTORY     - 19951008 GOOD             CHANCE
 AW0232  HISTORY     - 19960204 GOOD             NGS
 AW0232  HISTORY     - 20040927 GOOD             USPSQD
 AW0232
 AW0232                          STATION DESCRIPTION
 AW0232
 AW0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0232'10.5 MI S FROM SPRING.
 AW0232'ABOUT 10.5 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 AW0232'CROSSING OF SPRING SCHOOL RD., 64 1/2 FEET NORTHEAST OF THE CENTER
 AW0232'LINE OF WEST HARDY ST., 51 FEET SOUTHEAST OF TELEPHONE POLE 2C, 32.7
 AW0232'FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 0.25 MILE SOUTH OF THE
 AW0232'ALDINE-BENDER RD. CROSSING, 1 FOOT SOUTHEAST OF A METAL WITNESS POST,
 AW0232'ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A
 AW0232'CONCRETE POST FLUSH WITH THE GROUND.
 AW0232
 AW0232                          STATION RECOVERY (1978)
 AW0232
 AW0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0232'RECOVERED IN GOOD CONDITION.
 AW0232
 AW0232                          STATION RECOVERY (1978)
 AW0232
 AW0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0232'RECOVERED IN GOOD CONDITION.
 AW0232
 AW0232                          STATION RECOVERY (1986)
 AW0232
 AW0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0232'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.5 KM (2.8 MI)
 AW0232'NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN
 AW0232'HOUSTON, THENCE 14.0 KM (8.7 MI) NORTHERLY ALONG THE MISSOURI PACIFIC
 AW0232'RAILROAD.
 AW0232
 AW0232                          STATION RECOVERY (1995)
 AW0232
 AW0232'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0232'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 AW0232'MONUMENT IS OPPOSITE 14709 WEST HARDY ROAD BETWEEN THE ROAD AND THE
 AW0232'TRACKS.  TELEPHONE POLE 2C REFERENCED IN THE DESCRIPTION IS DESTROYED.
 AW0232'MARK IS 1 FT (0.3 M) NORTH OF WITNESS POST.  ADDITIONAL TIES FOLLOW.
 AW0232'95.5 FT (29.1 M) EAST OF NORTHEAST CORNER OF PROPERTY FENCE AROUND
 AW0232'14709 WEST HARDY ROAD.  91 FT (27.7 M) EAST OF UTILITY POLE NUMBER
 AW0232'14709.  54.5 FT (16.6 M) EAST OF EAST EDGE OF WEST HARDY ROAD.  220 FT
 AW0232'(67.1 M) SOUTH OF A BLACK AND YELLOW PIPELINE MARKER. 94 FT (28.7 M)
 AW0232'WEST OF A THE FIRST STEEL UTILITY POLE SOUTH OF THE TOLL PLAZA.
 AW0232
 AW0232                          STATION RECOVERY (1996)
 AW0232
 AW0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0232'IN HUMBLE, AT 14709 HARDY ROAD, 355.0 M (1164.7 FT) SOUTH OF THE
 AW0232'INTERSECTION OF ALDINE BENDER ROAD, 29.0 M (95.1 FT) EAST OF THE
 AW0232'NORTHEAST CORNER OF A FENCE ENCLOSING A HOUSE AT 14709 BENDER ROAD,
 AW0232'19.9 M (65.3 FT) EAST OF THE ROAD CENTER, 10.0 M (32.8 FT) WEST OF THE
 AW0232'NEAR RAIL OF THE UNION PACIFIC RAILROAD, 0.4 M (1.3 FT) BELOW THE
 AW0232'LEVEL OF THE ROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 AW0232'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AW0232
 AW0232                          STATION RECOVERY (2004)
 AW0232
 AW0232'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1042 ***********************************************************************
 AN1042  DESIGNATION -  D 890
 AN1042  PID         -  AN1042
 AN1042  STATE/COUNTY-  TX/GOLIAD
 AN1042  USGS QUAD   -  ANDER (1987)
 AN1042
 AN1042                         *CURRENT SURVEY CONTROL
 AN1042  ___________________________________________________________________
 AN1042* NAD 83(1986)-  28 51 03.     (N)    097 22 28.     (W)     SCALED    
 AN1042* NAVD 88     -        65.31   (+/-2cm)     214.3    (feet)  VERTCON   
 AN1042  ___________________________________________________________________
 AN1042  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1042
 AN1042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1042
 AN1042.The horizontal coordinates were scaled from a topographic map and have
 AN1042.an estimated accuracy of +/- 6 seconds.
 AN1042
 AN1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1042.The vertical order pertains to the NGVD 29 superseded value.
 AN1042
 AN1042.The geoid height was determined by GEOID03.
 AN1042
 AN1042;                    North         East    Units  Estimated Accuracy
 AN1042;SPC TXSC     - 4,113,870.      758,600.      MT  (+/- 180 meters Scaled)
 AN1042
 AN1042                          SUPERSEDED SURVEY CONTROL
 AN1042
 AN1042  NGVD 29 (??/??/92)   65.336  (m)          214.36   (f) ADJ UNCH    2 0
 AN1042
 AN1042.Superseded values are not recommended for survey control.
 AN1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1042.See file dsdata.txt to determine how the superseded data were derived.
 AN1042
 AN1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS585925(NAD 83)
 AN1042_MARKER: DB = BENCH MARK DISK
 AN1042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1042_SP_SET: CULVERT
 AN1042_STAMPING: D 890 1943
 AN1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1042
 AN1042  HISTORY     - Date     Condition        Report By
 AN1042  HISTORY     - 1943     MONUMENTED       CGS
 AN1042  HISTORY     - 1990     GOOD             USPSQD
 AN1042
 AN1042                          STATION DESCRIPTION
 AN1042
 AN1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1042'12.8 MI N FROM GOLIAD.
 AN1042'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO.59 AND STATE
 AN1042'HIGHWAY NO.29 AT GOLIAD-- PROCEED 12.8 MILES NORTHERLY ALONG HIGHWAY
 AN1042'NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 228.0 FEET SOUTH OF
 AN1042'A PRIVATE ROAD INTERSECTION LEADING WEST TO A LARGE WHITE FRAME HOUSE
 AN1042'WITH A RED ROOF, 21.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1042'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE SOUTH END OF THE
 AN1042'WEST HEADWALL OF A CONCRETE CULVERT.
 AN1042
 AN1042                          STATION RECOVERY (1990)
 AN1042
 AN1042'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0161 ***********************************************************************
 BY0161  DESIGNATION -  D 892
 BY0161  PID         -  BY0161
 BY0161  STATE/COUNTY-  TX/NACOGDOCHES
 BY0161  USGS QUAD   -  MARTINSVILLE (1984)
 BY0161
 BY0161                         *CURRENT SURVEY CONTROL
 BY0161  ___________________________________________________________________
 BY0161* NAD 83(1986)-  31 44 23.     (N)    094 28 53.     (W)     SCALED    
 BY0161* NAVD 88     -        85.33   (+/-2cm)     280.0    (feet)  VERTCON   
 BY0161  ___________________________________________________________________
 BY0161  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY0161
 BY0161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0161
 BY0161.The horizontal coordinates were scaled from a topographic map and have
 BY0161.an estimated accuracy of +/- 6 seconds.
 BY0161
 BY0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0161.The vertical order pertains to the NGVD 29 superseded value.
 BY0161
 BY0161.The geoid height was determined by GEOID03.
 BY0161
 BY0161;                    North         East    Units  Estimated Accuracy
 BY0161;SPC TX C     - 3,244,400.    1,254,250.      MT  (+/- 180 meters Scaled)
 BY0161
 BY0161                          SUPERSEDED SURVEY CONTROL
 BY0161
 BY0161  NGVD 29 (??/??/92)   85.338  (m)          279.98   (f) ADJ UNCH    2 0
 BY0161
 BY0161.Superseded values are not recommended for survey control.
 BY0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0161.See file dsdata.txt to determine how the superseded data were derived.
 BY0161
 BY0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR596125(NAD 83)
 BY0161_MARKER: DB = BENCH MARK DISK
 BY0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0161_STAMPING: D 892 1948
 BY0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0161+STABILITY: SURFACE MOTION
 BY0161
 BY0161  HISTORY     - Date     Condition        Report By
 BY0161  HISTORY     - 1948     MONUMENTED       CGS
 BY0161  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0161
 BY0161                          STATION DESCRIPTION
 BY0161
 BY0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0161'9.50 MI NE FROM APPLEBY.
 BY0161'5.75 MILES EAST ALONG THE APPLEBY-PISGAH CHURCH ROAD FROM THE CROSSING
 BY0161'OF THE ROAD AND THE TEXAS AND NEW ORLEANS RAILROAD AT APPLEBY, THENCE
 BY0161'3.75 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 0.9 MILE SOUTHWEST OF A
 BY0161'ROAD INTERSECTION AND BENCH MARK G 892, 0.1 MILE SOUTHWEST OF THE MOST
 BY0161'SOUTHWESTERLY ONE OF THREE BRIDGES OVER NACONICHE CREEK, AT THE
 BY0161'SOUTHWEST EDGE OF THE CREEK BOTTOMS, AT THE FOOT OF A STEEP GRADE,
 BY0161'28.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 12.0 FEET
 BY0161'SOUTHWEST OF THE CENTER OF A GATE, 10.4 FEET SOUTHEAST OF THE
 BY0161'SOUTHEAST CORNER OF A WOODEN BRIDGE FOR A FARM ROAD, 2.5 FEET
 BY0161'SOUTHEAST OF A REFERENCE POST, 2.4 FEET SOUTHEAST OF A FENCE, SET IN
 BY0161'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY0161
 BY0161                          STATION RECOVERY (1998)
 BY0161
 BY0161'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1038 ***********************************************************************
 BY1038  DESIGNATION -  D 893
 BY1038  PID         -  BY1038
 BY1038  STATE/COUNTY-  TX/NACOGDOCHES
 BY1038  USGS QUAD   -  PLATT (1980)
 BY1038
 BY1038                         *CURRENT SURVEY CONTROL
 BY1038  ___________________________________________________________________
 BY1038* NAD 83(1986)-  31 28 47.     (N)    094 34 10.     (W)     SCALED    
 BY1038* NAVD 88     -        93.56   (+/-2cm)     307.0    (feet)  VERTCON   
 BY1038  ___________________________________________________________________
 BY1038  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY1038
 BY1038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1038
 BY1038.The horizontal coordinates were scaled from a topographic map and have
 BY1038.an estimated accuracy of +/- 6 seconds.
 BY1038
 BY1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1038.The vertical order pertains to the NGVD 29 superseded value.
 BY1038
 BY1038.The geoid height was determined by GEOID03.
 BY1038
 BY1038;                    North         East    Units  Estimated Accuracy
 BY1038;SPC TX C     - 3,215,170.    1,247,410.      MT  (+/- 180 meters Scaled)
 BY1038
 BY1038                          SUPERSEDED SURVEY CONTROL
 BY1038
 BY1038  NGVD 29 (??/??/92)   93.630  (m)          307.18   (f) ADJ UNCH    2 0
 BY1038
 BY1038.Superseded values are not recommended for survey control.
 BY1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1038.See file dsdata.txt to determine how the superseded data were derived.
 BY1038
 BY1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ509838(NAD 83)
 BY1038_MARKER: DB = BENCH MARK DISK
 BY1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1038_STAMPING: D 893 1948
 BY1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1038+STABILITY: SURFACE MOTION
 BY1038
 BY1038  HISTORY     - Date     Condition        Report By
 BY1038  HISTORY     - 1948     MONUMENTED       CGS
 BY1038  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1038
 BY1038                          STATION DESCRIPTION
 BY1038
 BY1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1038'4.60 MI SW FROM WODEN.
 BY1038'0.65 MILE NORTH ALONG FARM ROAD 226 FROM THE HIGH SCHOOL AT WODEN,
 BY1038'THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.3 MILES SOUTH
 BY1038'ALONG A GRADED DIRT ROAD, THENCE 1.95 MILES SOUTHWEST ALONG A GRADED
 BY1038'DIRT ROAD, 0.15 MILE NORTHEAST OF THE NORTHEAST END OF A TRIANGULAR
 BY1038'PLOT OF GROUND AT A ROAD JUNCTION, 157.0 FEET SOUTHWEST OF THE CENTER
 BY1038'OF A JUNCTION WITH A TRAIL LEADING SOUTHEAST (MEASURED FROM THE CENTER
 BY1038'OF THE JUNCTION AT THE SOUTHWEST END OF A TRIANGULAR PLOT OF GROUND AT
 BY1038'THE JUNCTION), 29.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 6.8
 BY1038'FEET SOUTHWEST OF A 12-INCH OAK TREE, 2.0 FEET NORTHWEST OF A
 BY1038'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY1038'FOOT ABOVE THE GROUND.
 BY1038
 BY1038                          STATION RECOVERY (1998)
 BY1038
 BY1038'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0179 ***********************************************************************
 BY0179  DESIGNATION -  D 894
 BY0179  PID         -  BY0179
 BY0179  STATE/COUNTY-  TX/NACOGDOCHES
 BY0179  USGS QUAD   -  MELROSE (1984)
 BY0179
 BY0179                         *CURRENT SURVEY CONTROL
 BY0179  ___________________________________________________________________
 BY0179* NAD 83(1986)-  31 35 09.     (N)    094 22 33.     (W)     SCALED    
 BY0179* NAVD 88     -        82.14   (+/-2cm)     269.5    (feet)  VERTCON   
 BY0179  ___________________________________________________________________
 BY0179  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY0179
 BY0179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0179
 BY0179.The horizontal coordinates were scaled from a topographic map and have
 BY0179.an estimated accuracy of +/- 6 seconds.
 BY0179
 BY0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0179.The vertical order pertains to the NGVD 29 superseded value.
 BY0179
 BY0179.The geoid height was determined by GEOID03.
 BY0179
 BY0179;                    North         East    Units  Estimated Accuracy
 BY0179;SPC TX C     - 3,227,890.    1,265,150.      MT  (+/- 180 meters Scaled)
 BY0179
 BY0179                          SUPERSEDED SURVEY CONTROL
 BY0179
 BY0179  NGVD 29 (??/??/92)   82.175  (m)          269.60   (f) ADJ UNCH    2 0
 BY0179
 BY0179.Superseded values are not recommended for survey control.
 BY0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0179.See file dsdata.txt to determine how the superseded data were derived.
 BY0179
 BY0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ694953(NAD 83)
 BY0179_MARKER: DB = BENCH MARK DISK
 BY0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0179_STAMPING: D 894 1948
 BY0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0179+STABILITY: SURFACE MOTION
 BY0179
 BY0179  HISTORY     - Date     Condition        Report By
 BY0179  HISTORY     - 1948     MONUMENTED       CGS
 BY0179  HISTORY     - 1956     GOOD             USGS
 BY0179
 BY0179                          STATION DESCRIPTION
 BY0179
 BY0179'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BY0179'5.25 MI SE FROM MARTINSVILLE.
 BY0179'5.25 SE ALONG OLD MARTINSVILLE ATTOYAC ROAD, 280 FT. NE OF A WOODEN
 BY0179'BRIDGE OVER TANDAKEE CREEK, 42 FT. EAST OF CENTERLINE OF DIRT ROAD,
 BY0179'500 FT. SW OF JCT. OF DIRT ROAD AND FARM ROAD 1274 AND IN THE TOP OF A
 BY0179'CONCRETE POST PROJECTING 0.5 ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0190 ***********************************************************************
 BY0190  DESIGNATION -  D 895
 BY0190  PID         -  BY0190
 BY0190  STATE/COUNTY-  TX/NACOGDOCHES
 BY0190  USGS QUAD   -  MARTINSVILLE (1984)
 BY0190
 BY0190                         *CURRENT SURVEY CONTROL
 BY0190  ___________________________________________________________________
 BY0190* NAD 83(1986)-  31 38 00.     (N)    094 26 22.     (W)     SCALED    
 BY0190* NAVD 88     -        99.18   (+/-2cm)     325.4    (feet)  VERTCON   
 BY0190  ___________________________________________________________________
 BY0190  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY0190
 BY0190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0190
 BY0190.The horizontal coordinates were scaled from a topographic map and have
 BY0190.an estimated accuracy of +/- 6 seconds.
 BY0190
 BY0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0190.The vertical order pertains to the NGVD 29 superseded value.
 BY0190
 BY0190.The geoid height was determined by GEOID03.
 BY0190
 BY0190;                    North         East    Units  Estimated Accuracy
 BY0190;SPC TX C     - 3,232,830.    1,258,840.      MT  (+/- 180 meters Scaled)
 BY0190
 BY0190                          SUPERSEDED SURVEY CONTROL
 BY0190
 BY0190  NGVD 29 (??/??/92)   99.213  (m)          325.50   (f) ADJ UNCH    2 0
 BY0190
 BY0190.Superseded values are not recommended for survey control.
 BY0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0190.See file dsdata.txt to determine how the superseded data were derived.
 BY0190
 BY0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR634006(NAD 83)
 BY0190_MARKER: DB = BENCH MARK DISK
 BY0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0190_STAMPING: D 895 1949
 BY0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0190+STABILITY: SURFACE MOTION
 BY0190
 BY0190  HISTORY     - Date     Condition        Report By
 BY0190  HISTORY     - 1949     MONUMENTED       CGS
 BY0190  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0190
 BY0190                          STATION DESCRIPTION
 BY0190
 BY0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0190'1.7 MI W FROM MARTINSVILLE.
 BY0190'1.7 MILES WEST ALONG STATE HIGHWAY 7 FROM THE J. L. BURK ROCK STORE
 BY0190'BUILDING AT MARTINSVILLE, 145.5 FEET NORTHEAST OF THE EAST END OF THE
 BY0190'NORTH CONCRETE HEADWALL FOR CONCRETE BOX CULVERT, 60.0 FEET NORTH OF
 BY0190'THE CENTER LINE OF THE HIGHWAY, 44.9 FEET SOUTHWEST OF THE SOUTHWEST
 BY0190'CORNER OF THE FARM HOME OF MRS. J. A. ENNIS, 14.6 FEET NORTH OF A
 BY0190'FENCE CORNER, 1.9 FEET NORTH OF A REFERENCE POST, 1.4 FEET EAST OF A
 BY0190'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 BY0190'THE GROUND.
 BY0190
 BY0190                          STATION RECOVERY (1998)
 BY0190
 BY0190'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1520 ***********************************************************************
 BY1520  DESIGNATION -  D 897
 BY1520  PID         -  BY1520
 BY1520  STATE/COUNTY-  TX/HOUSTON
 BY1520  USGS QUAD   -  FODICE (1963)
 BY1520
 BY1520                         *CURRENT SURVEY CONTROL
 BY1520  ___________________________________________________________________
 BY1520* NAD 83(1986)-  31 14 52.     (N)    095 18 10.     (W)     SCALED    
 BY1520* NAVD 88     -        93.16   (+/-2cm)     305.6    (feet)  VERTCON   
 BY1520  ___________________________________________________________________
 BY1520  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1520
 BY1520  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1520
 BY1520.The horizontal coordinates were scaled from a topographic map and have
 BY1520.an estimated accuracy of +/- 6 seconds.
 BY1520
 BY1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1520.The vertical order pertains to the NGVD 29 superseded value.
 BY1520
 BY1520.The geoid height was determined by GEOID03.
 BY1520
 BY1520;                    North         East    Units  Estimated Accuracy
 BY1520;SPC TX C     - 3,186,110.    1,178,980.      MT  (+/- 180 meters Scaled)
 BY1520
 BY1520                          SUPERSEDED SURVEY CONTROL
 BY1520
 BY1520  NGVD 29 (??/??/92)   93.168  (m)          305.67   (f) ADJ UNCH    2 0
 BY1520
 BY1520.Superseded values are not recommended for survey control.
 BY1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1520.See file dsdata.txt to determine how the superseded data were derived.
 BY1520
 BY1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ807593(NAD 83)
 BY1520_MARKER: DB = BENCH MARK DISK
 BY1520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1520_SP_SET: TREE
 BY1520_STAMPING: D 897 1948
 BY1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1520
 BY1520  HISTORY     - Date     Condition        Report By
 BY1520  HISTORY     - 1948     MONUMENTED       CGS
 BY1520  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY1520
 BY1520                          STATION DESCRIPTION
 BY1520
 BY1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1520'7.86 MI NE FROM PENNINGTON.
 BY1520'6.2 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE PENNINGTON BAPTIST
 BY1520'CHURCH AT PENNINGTON, THENCE 1.66 MILES NORTHEAST ALONG AN OLD ROAD
 BY1520'FROM THE SHADY GROVE CHURCH AND NEAR THE WEST BOUNDARY OF THE DAVY
 BY1520'CROCKETT NATIONAL FOREST AND A DIM NORTH AND SOUTH TRAIL, 178.0 FEET
 BY1520'EAST OF THE WEST BOUNDARY OF THE NATIONAL FOREST AND THE NORTH AND
 BY1520'SOUTH TRAIL, 40.0 FEET NORTHWEST OF A TELEPHONE POLE, 34.4 FEET NORTH
 BY1520'OF THE CENTER LINE OF THE OLD ROAD, SET VERTICALLY ON THE SOUTH SIDE
 BY1520'OF A 12-INCH OAK TREE AND 3.4 FEET ABOVE THE GROUND.
 BY1520
 BY1520                          STATION RECOVERY (1963)
 BY1520
 BY1520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY1520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2210 ***********************************************************************
 BY2210  DESIGNATION -  D 898
 BY2210  PID         -  BY2210
 BY2210  STATE/COUNTY-  TX/FREESTONE
 BY2210  USGS QUAD   -  KEECHI (1964)
 BY2210
 BY2210                         *CURRENT SURVEY CONTROL
 BY2210  ___________________________________________________________________
 BY2210* NAD 83(1986)-  31 36 45.     (N)    095 58 05.     (W)     SCALED    
 BY2210* NAVD 88     -        86.855  (meters)     284.96   (feet)  ADJUSTED  
 BY2210  ___________________________________________________________________
 BY2210  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BY2210  DYNAMIC HT  -          86.749 (meters)     284.61  (feet)  COMP
 BY2210  MODELED GRAV-     979,419.6   (mgal)                       NAVD 88
 BY2210
 BY2210  VERT ORDER  -  SECOND    CLASS 0
 BY2210
 BY2210.The horizontal coordinates were scaled from a topographic map and have
 BY2210.an estimated accuracy of +/- 6 seconds.
 BY2210
 BY2210.The orthometric height was determined by differential leveling
 BY2210.and adjusted by the National Geodetic Survey in June 1991..
 BY2210
 BY2210.The geoid height was determined by GEOID03.
 BY2210
 BY2210.The dynamic height is computed by dividing the NAVD 88
 BY2210.geopotential number by the normal gravity value computed on the
 BY2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2210.degrees latitude (g = 980.6199 gals.).
 BY2210
 BY2210.The modeled gravity was interpolated from observed gravity values.
 BY2210
 BY2210;                    North         East    Units  Estimated Accuracy
 BY2210;SPC TX C     - 3,223,840.    1,114,080.      MT  (+/- 180 meters Scaled)
 BY2210
 BY2210                          SUPERSEDED SURVEY CONTROL
 BY2210
 BY2210  NGVD 29 (??/??/92)   86.838  (m)          284.90   (f) ADJ UNCH    2 0
 BY2210
 BY2210.Superseded values are not recommended for survey control.
 BY2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2210.See file dsdata.txt to determine how the superseded data were derived.
 BY2210
 BY2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR184013(NAD 83)
 BY2210_MARKER: DB = BENCH MARK DISK
 BY2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2210_STAMPING: D 898 1948
 BY2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2210+STABILITY: SURFACE MOTION
 BY2210
 BY2210  HISTORY     - Date     Condition        Report By
 BY2210  HISTORY     - 1948     MONUMENTED       CGS
 BY2210  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY2210
 BY2210                          STATION DESCRIPTION
 BY2210
 BY2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY2210'5.3 MI S FROM BUTLER.
 BY2210'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE JENKINS GROCERY
 BY2210'STORE AT BUTLER TO THE CROSS ROAD GROCERY STORE, THENCE 5.0 MILES
 BY2210'SOUTH ALONG A GRADED DIRT ROAD, 28.3 FEET NORTHWEST OF THE NORTHWEST
 BY2210'CORNER OF THE STEEL BRIDGE OVER UPPER KEECHI CREEK, 22.4 FEET WEST OF
 BY2210'AND 2.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF
 BY2210'A BARBED WIRE FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 BY2210'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY2210
 BY2210                          STATION RECOVERY (1964)
 BY2210
 BY2210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY2210'MARK COULD NOT BE FOUND. RECOVERY POINT OF REFERENCE HAVE BEEN
 BY2210'REMOVED AND THE ROAD ALIGNMENT HAS BEEN CHANGED AND BEEN CHANGED AND
 BY2210'MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0441 ***********************************************************************
 BZ0441  DESIGNATION -  D 899
 BZ0441  PID         -  BZ0441
 BZ0441  STATE/COUNTY-  TX/FREESTONE
 BZ0441  USGS QUAD   -  DONIE (1982)
 BZ0441
 BZ0441                         *CURRENT SURVEY CONTROL
 BZ0441  ___________________________________________________________________
 BZ0441* NAD 83(1986)-  31 29 10.     (N)    096 14 24.     (W)     SCALED    
 BZ0441* NAVD 88     -       148.995  (meters)     488.83   (feet)  ADJUSTED  
 BZ0441  ___________________________________________________________________
 BZ0441  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BZ0441  DYNAMIC HT  -         148.815 (meters)     488.24  (feet)  COMP
 BZ0441  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 BZ0441
 BZ0441  VERT ORDER  -  SECOND    CLASS 0
 BZ0441
 BZ0441.The horizontal coordinates were scaled from a topographic map and have
 BZ0441.an estimated accuracy of +/- 6 seconds.
 BZ0441
 BZ0441.The orthometric height was determined by differential leveling
 BZ0441.and adjusted by the National Geodetic Survey in June 1991..
 BZ0441
 BZ0441.The geoid height was determined by GEOID03.
 BZ0441
 BZ0441.The dynamic height is computed by dividing the NAVD 88
 BZ0441.geopotential number by the normal gravity value computed on the
 BZ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0441.degrees latitude (g = 980.6199 gals.).
 BZ0441
 BZ0441.The modeled gravity was interpolated from observed gravity values.
 BZ0441
 BZ0441;                    North         East    Units  Estimated Accuracy
 BZ0441;SPC TX C     - 3,208,850.    1,088,810.      MT  (+/- 180 meters Scaled)
 BZ0441
 BZ0441                          SUPERSEDED SURVEY CONTROL
 BZ0441
 BZ0441  NGVD 29 (??/??/92)  148.991  (m)          488.81   (f) ADJ UNCH    2 0
 BZ0441
 BZ0441.Superseded values are not recommended for survey control.
 BZ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0441.See file dsdata.txt to determine how the superseded data were derived.
 BZ0441
 BZ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV621867(NAD 83)
 BZ0441_MARKER: DB = BENCH MARK DISK
 BZ0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0441_STAMPING: D 899 1948
 BZ0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0441+STABILITY: SURFACE MOTION
 BZ0441
 BZ0441  HISTORY     - Date     Condition        Report By
 BZ0441  HISTORY     - 1948     MONUMENTED       CGS
 BZ0441
 BZ0441                          STATION DESCRIPTION
 BZ0441
 BZ0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0441'1.5 MI SW FROM DONIE.
 BZ0441'0.35 MILE NORTHWEST ALONG FARM HIGHWAY NO.80 FROM THE POST OFFICE AT
 BZ0441'DONIE, THENCE 1.15 MILES SOUTHWEST ALONG THE FARRAR-DONIE DIRT ROAD,
 BZ0441'0.75 MILE NORTHEAST OF BENCH MARK C 899, AT A DIRT T-ROAD JUNCTION,
 BZ0441'39.0 FEET SOUTHWEST OF THE CENTER OF THE NORTHWEST-SOUTHEAST ROAD,
 BZ0441'45.5 FEET SOUTHEAST AND 2.0 FEET BELOW THE CENTER OF THE T-ROAD, 68.4
 BZ0441'FEET SOUTHWEST OF A POWER POLE, 44.5 FEET WEST OF A MAIL BOX IN THE
 BZ0441'CENTER OF A TRIANGLE FORMED BY THE ROAD JUNCTION, 7.0 FEET WEST OF A
 BZ0441'FENCE CORNER, 1.7 FEET WEST OF A WITNESS POST, 1.4 FEET NORTH OF A
 BZ0441'WOVEN WIRE FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BZ0441'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0825 ***********************************************************************
 AB0825  DESIGNATION -  D 9
 AB0825  PID         -  AB0825
 AB0825  STATE/COUNTY-  TX/CAMERON
 AB0825  USGS QUAD   -  HARLINGEN (1983)
 AB0825
 AB0825                         *CURRENT SURVEY CONTROL
 AB0825  ___________________________________________________________________
 AB0825* NAD 83(1986)-  26 08 15.     (N)    097 43 15.     (W)     SCALED    
 AB0825* NAVD 88     -        13.496  (meters)      44.28   (feet)  ADJUSTED  
 AB0825  ___________________________________________________________________
 AB0825  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0825  DYNAMIC HT  -          13.474 (meters)      44.21  (feet)  COMP
 AB0825  MODELED GRAV-     979,027.8   (mgal)                       NAVD 88
 AB0825
 AB0825  VERT ORDER  -  SECOND    CLASS 0
 AB0825
 AB0825.The horizontal coordinates were scaled from a topographic map and have
 AB0825.an estimated accuracy of +/- 6 seconds.
 AB0825
 AB0825.The orthometric height was determined by differential leveling
 AB0825.and adjusted by the National Geodetic Survey in June 1991..
 AB0825
 AB0825.The geoid height was determined by GEOID03.
 AB0825
 AB0825.The dynamic height is computed by dividing the NAVD 88
 AB0825.geopotential number by the normal gravity value computed on the
 AB0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0825.degrees latitude (g = 980.6199 gals.).
 AB0825
 AB0825.The modeled gravity was interpolated from observed gravity values.
 AB0825
 AB0825;                    North         East    Units  Estimated Accuracy
 AB0825;SPC TX S     - 5,052,410.      377,920.      MT  (+/- 180 meters Scaled)
 AB0825
 AB0825                          SUPERSEDED SURVEY CONTROL
 AB0825
 AB0825  NGVD 29 (??/??/92)   13.605  (m)           44.64   (f) ADJ UNCH    2 0
 AB0825
 AB0825.Superseded values are not recommended for survey control.
 AB0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0825.See file dsdata.txt to determine how the superseded data were derived.
 AB0825
 AB0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP278915(NAD 83)
 AB0825_MARKER: DD = SURVEY DISK
 AB0825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0825_SP_SET: CULVERT
 AB0825_STAMPING: D 9 44.49
 AB0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0825
 AB0825  HISTORY     - Date     Condition        Report By
 AB0825  HISTORY     - UNK      MONUMENTED
 AB0825  HISTORY     - 1942     GOOD             NGS
 AB0825  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0825
 AB0825                          STATION DESCRIPTION
 AB0825
 AB0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0825'3.0 MI N FROM RANGERVILLE.
 AB0825'3.0 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0825'RANGERVILLE, CAMERON COUNTY, 60 FEET NORTHEAST ACROSS THE ROAD FROM
 AB0825'REA CO-OP POLE NO. 15-144, AT A CONCRETE-BOX CULVERT UNDER THE COUNTY
 AB0825'ROAD, IN THE CENTER OF THE TOP OF THE EAST HEADWALL, 15 FEET EAST OF
 AB0825'THE CENTERLINE OF THE ROAD, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.
 AB0825'A CAMERON COUNTY STANDARD DISK, STAMPED D 9 44.49.
 AB0825
 AB0825                          STATION RECOVERY (1987)
 AB0825
 AB0825'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1801 ***********************************************************************
 BK1801  DESIGNATION -  D 90
 BK1801  PID         -  BK1801
 BK1801  STATE/COUNTY-  TX/JASPER
 BK1801  USGS QUAD   -  BUNA (1984)
 BK1801
 BK1801                         *CURRENT SURVEY CONTROL
 BK1801  ___________________________________________________________________
 BK1801* NAD 83(1986)-  30 25 50.     (N)    093 57 10.     (W)     SCALED    
 BK1801* NAVD 88     -        21.700  (meters)      71.19   (feet)  ADJUSTED  
 BK1801  ___________________________________________________________________
 BK1801  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BK1801  DYNAMIC HT  -          21.671 (meters)      71.10  (feet)  COMP
 BK1801  MODELED GRAV-     979,336.5   (mgal)                       NAVD 88
 BK1801
 BK1801  VERT ORDER  -  FIRST     CLASS II
 BK1801
 BK1801.The horizontal coordinates were scaled from a topographic map and have
 BK1801.an estimated accuracy of +/- 6 seconds.
 BK1801
 BK1801.The orthometric height was determined by differential leveling
 BK1801.and adjusted by the National Geodetic Survey in June 1991..
 BK1801
 BK1801.The geoid height was determined by GEOID03.
 BK1801
 BK1801.The dynamic height is computed by dividing the NAVD 88
 BK1801.geopotential number by the normal gravity value computed on the
 BK1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1801.degrees latitude (g = 980.6199 gals.).
 BK1801
 BK1801.The modeled gravity was interpolated from observed gravity values.
 BK1801
 BK1801;                    North         East    Units  Estimated Accuracy
 BK1801;SPC TX C     - 3,102,260.    1,312,580.      MT  (+/- 180 meters Scaled)
 BK1801
 BK1801                          SUPERSEDED SURVEY CONTROL
 BK1801
 BK1801  NGVD 29 (??/??/??)   21.673  (m)           71.11   (f) ADJUSTED    1 2
 BK1801
 BK1801.Superseded values are not recommended for survey control.
 BK1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1801.See file dsdata.txt to determine how the superseded data were derived.
 BK1801
 BK1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP085668(NAD 83)
 BK1801_MARKER: DB = BENCH MARK DISK
 BK1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1801_STAMPING: D 90 1932
 BK1801_PROJECTION: PROJECTING 5 CENTIMETERS
 BK1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1801+STABILITY: SURFACE MOTION
 BK1801
 BK1801  HISTORY     - Date     Condition        Report By
 BK1801  HISTORY     - 1932     MONUMENTED       CGS
 BK1801  HISTORY     - 1933     GOOD             CGS
 BK1801  HISTORY     - 1934     GOOD             CGS
 BK1801  HISTORY     - 1979     GOOD             NGS
 BK1801  HISTORY     - 20020727 POOR             USPSQD
 BK1801
 BK1801                          STATION DESCRIPTION
 BK1801
 BK1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BK1801'IN BUNA.
 BK1801'AT BUNA, JASPER COUNTY, ON THE ORANGE AND NORTHWESTERN RAILROAD, ABOUT
 BK1801'9 POLES NORTH OF MILEPOST B 494, ABOUT 120 FEET NORTH OF A GRADE
 BK1801'CROSSING, ABOUT 60 FEET EAST OF THE STATION, 50 FEET EAST OF THE
 BK1801'TRACK, AND 25 FEET WEST OF A DIRT ROAD.  A STANDARD DISK SET IN THE
 BK1801'TOP OF A CONCRETE POST.
 BK1801
 BK1801                          STATION RECOVERY (1934)
 BK1801
 BK1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1801'RECOVERED IN GOOD CONDITION.
 BK1801
 BK1801                          STATION RECOVERY (1979)
 BK1801
 BK1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1801'0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 BK1801'HIGHWAY 96 IN BUNA, THENCE 0.4 MILE EAST ALONG FARM ROAD 253, AT A
 BK1801'RAILROAD CROSSING, 129.0 FT. NORTH OF THE CENTERLINE OF THE FARM ROAD,
 BK1801'50.0 FT. EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 25.0
 BK1801'FT. WEST OF THE CENTERLINE OF A DIRT ROAD LEADING NORTH, 81.0 FT.
 BK1801'NORTH-NORTHWEST OF A POWERLINE POLE.
 BK1801'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BK1801'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BK1801
 BK1801                          STATION RECOVERY (2002)
 BK1801
 BK1801'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1801'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0725 ***********************************************************************
 BZ0725  DESIGNATION -  D 900
 BZ0725  PID         -  BZ0725
 BZ0725  STATE/COUNTY-  TX/MCLENNAN
 BZ0725  USGS QUAD   -  WACO WEST (1975)
 BZ0725
 BZ0725                         *CURRENT SURVEY CONTROL
 BZ0725  ___________________________________________________________________
 BZ0725* NAD 83(1986)-  31 35 13.     (N)    097 10 40.     (W)     SCALED    
 BZ0725* NAVD 88     -       160.702  (meters)     527.24   (feet)  ADJUSTED  
 BZ0725  ___________________________________________________________________
 BZ0725  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BZ0725  DYNAMIC HT  -         160.500 (meters)     526.57  (feet)  COMP
 BZ0725  MODELED GRAV-     979,378.9   (mgal)                       NAVD 88
 BZ0725
 BZ0725  VERT ORDER  -  FIRST     CLASS II
 BZ0725
 BZ0725.The horizontal coordinates were scaled from a topographic map and have
 BZ0725.an estimated accuracy of +/- 6 seconds.
 BZ0725
 BZ0725.The orthometric height was determined by differential leveling
 BZ0725.and adjusted by the National Geodetic Survey in June 1991..
 BZ0725
 BZ0725.The geoid height was determined by GEOID03.
 BZ0725
 BZ0725.The dynamic height is computed by dividing the NAVD 88
 BZ0725.geopotential number by the normal gravity value computed on the
 BZ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0725.degrees latitude (g = 980.6199 gals.).
 BZ0725
 BZ0725.The modeled gravity was interpolated from observed gravity values.
 BZ0725
 BZ0725;                    North         East    Units  Estimated Accuracy
 BZ0725;SPC TX C     - 3,217,130.      999,450.      MT  (+/- 180 meters Scaled)
 BZ0725
 BZ0725                          SUPERSEDED SURVEY CONTROL
 BZ0725
 BZ0725  NGVD 29 (??/??/92)  160.640  (m)          527.03   (f) ADJ UNCH    1 2
 BZ0725
 BZ0725.Superseded values are not recommended for survey control.
 BZ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0725.See file dsdata.txt to determine how the superseded data were derived.
 BZ0725
 BZ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV728960(NAD 83)
 BZ0725_MARKER: DB = BENCH MARK DISK
 BZ0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0725_STAMPING: D 900 1944
 BZ0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0725+STABILITY: SURFACE MOTION
 BZ0725
 BZ0725  HISTORY     - Date     Condition        Report By
 BZ0725  HISTORY     - 1944     MONUMENTED       CGS
 BZ0725  HISTORY     - 1953     GOOD             NGS
 BZ0725  HISTORY     - 19910527 MARK NOT FOUND   USPSQD
 BZ0725  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0725  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0725
 BZ0725                          STATION DESCRIPTION
 BZ0725
 BZ0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BZ0725'4.0 MI N FROM WACO.
 BZ0725'ABOUT 4.0 MILES NORTH OF WACO ALONG N.19TH STREET AND FARM TO MARKET
 BZ0725'ROAD 1637, WHICH IS THE ROAD TO THE MUNICIPAL AIRPORT, AT A WIDE
 BZ0725'OFF-SET ROAD ENTRANCE WHICH IS FRAMED BY A WHITE PLANK FENCE AND HAS A
 BZ0725'BUMP GATE.  THE MARK IS 34 FEET EAST OF THE CENTERLINE OF THE STREET
 BZ0725'AND HIGHWAY, 35 FEET NORTH OF THE CENTERLINE OF THE ENTRANCE ROAD, 1
 BZ0725'FOOT NORTHWEST OF A 4 X 4 WITNESS POST AND NEAR THE NORTH BASE OF A
 BZ0725'LARGE SPANISH DAGGER PLANT.  IT IS A STANDARD DISK STAMPED D 900 1944
 BZ0725'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
 BZ0725
 BZ0725                          STATION RECOVERY (1991)
 BZ0725
 BZ0725'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGN)
 BZ0725'MARK NOT FOUND.
 BZ0725
 BZ0725                          STATION RECOVERY (1995)
 BZ0725
 BZ0725'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0725'MARK NOT FOUND.
 BZ0725
 BZ0725                          STATION RECOVERY (2001)
 BZ0725
 BZ0725'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3983 ***********************************************************************
 AW3983  DESIGNATION -  D 901
 AW3983  PID         -  AW3983
 AW3983  STATE/COUNTY-  TX/GALVESTON
 AW3983  USGS QUAD   -  HITCHCOCK (1974)
 AW3983
 AW3983                         *CURRENT SURVEY CONTROL
 AW3983  ___________________________________________________________________
 AW3983* NAD 83(1986)-  29 20 00.     (N)    095 02 44.     (W)     SCALED    
 AW3983* NAVD 88     -         6.18   (+/-2cm)      20.3    (feet)  VERTCON   
 AW3983  ___________________________________________________________________
 AW3983  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW3983
 AW3983  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3983
 AW3983.The horizontal coordinates were scaled from a topographic map and have
 AW3983.an estimated accuracy of +/- 6 seconds.
 AW3983
 AW3983.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3983.The vertical order pertains to the NGVD 29 superseded value.
 AW3983
 AW3983.The geoid height was determined by GEOID03.
 AW3983
 AW3983;                    North         East    Units  Estimated Accuracy
 AW3983;SPC TXSC     - 4,172,730.      983,950.      MT  (+/- 180 meters Scaled)
 AW3983
 AW3983                          SUPERSEDED SURVEY CONTROL
 AW3983
 AW3983  NGVD 29 (??/??/92)    6.178  (m)           20.27   (f) ADJ UNCH    1 2
 AW3983
 AW3983.Superseded values are not recommended for survey control.
 AW3983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3983.See file dsdata.txt to determine how the superseded data were derived.
 AW3983
 AW3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN013466(NAD 83)
 AW3983_MARKER: DB = BENCH MARK DISK
 AW3983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3983_SP_SET: FOUNDATION
 AW3983_STAMPING: D 901 1944
 AW3983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3983
 AW3983  HISTORY     - Date     Condition        Report By
 AW3983  HISTORY     - 1944     MONUMENTED       CGS
 AW3983  HISTORY     - 1959     GOOD             NGS
 AW3983  HISTORY     - 1971     GOOD             NGS
 AW3983  HISTORY     - 19900804 GOOD             USPSQD
 AW3983  HISTORY     - 19940326 GOOD             USPSQD
 AW3983  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 AW3983  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AW3983
 AW3983                          STATION DESCRIPTION
 AW3983
 AW3983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3983'3.2 MI SW FROM HITCHCOCK.
 AW3983'1.6 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AW3983'FROM THE STATION AT HITCHCOCK, THENCE ABOUT 1.6 MILES SOUTH ALONG A
 AW3983'PAVED ROAD TO THE ABANDONED HITCHCOCK NAVAL AIR STATION, 88 FEET EAST
 AW3983'OF THE CENTER LINE OF THE ROAD, 64 FEET WEST OF THE WEST FACE OF THE
 AW3983'OFFICE BUILDING, IN THE TOP OF THE EAST SIDE OF A BRICK FOUNDATION OF
 AW3983'A FLAG POLE, AND ABOUT 6 INCHES ABOVE THE GROUND.
 AW3983
 AW3983                          STATION RECOVERY (1971)
 AW3983
 AW3983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW3983'RECOVERED IN GOOD CONDITION.
 AW3983
 AW3983                          STATION RECOVERY (1990)
 AW3983
 AW3983'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW3983'RECOVERED IN GOOD CONDITION.
 AW3983
 AW3983                          STATION RECOVERY (1994)
 AW3983
 AW3983'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3983'RECOVERED IN GOOD CONDITION.
 AW3983
 AW3983                          STATION RECOVERY (2004)
 AW3983
 AW3983'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3983'MARK NOT FOUND.
 AW3983
 AW3983                          STATION RECOVERY (2005)
 AW3983
 AW3983'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0532 ***********************************************************************
 DN0532  DESIGNATION -  D 902
 DN0532  PID         -  DN0532
 DN0532  STATE/COUNTY-  TX/GRAYSON
 DN0532  USGS QUAD   -  SHERMAN NW (1974)
 DN0532
 DN0532                         *CURRENT SURVEY CONTROL
 DN0532  ___________________________________________________________________
 DN0532* NAD 83(1986)-  33 44 53.     (N)    096 39 51.     (W)     SCALED    
 DN0532* NAVD 88     -       222.103  (meters)     728.68   (feet)  ADJUSTED  
 DN0532  ___________________________________________________________________
 DN0532  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DN0532  DYNAMIC HT  -         221.863 (meters)     727.90  (feet)  COMP
 DN0532  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 DN0532
 DN0532  VERT ORDER  -  SECOND    CLASS 0
 DN0532
 DN0532.The horizontal coordinates were scaled from a topographic map and have
 DN0532.an estimated accuracy of +/- 6 seconds.
 DN0532
 DN0532.The orthometric height was determined by differential leveling
 DN0532.and adjusted by the National Geodetic Survey in June 1991..
 DN0532
 DN0532.The geoid height was determined by GEOID03.
 DN0532
 DN0532.The dynamic height is computed by dividing the NAVD 88
 DN0532.geopotential number by the normal gravity value computed on the
 DN0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0532.degrees latitude (g = 980.6199 gals.).
 DN0532
 DN0532.The modeled gravity was interpolated from observed gravity values.
 DN0532
 DN0532;                    North         East    Units  Estimated Accuracy
 DN0532;SPC TXNC     - 2,232,300.      770,080.      MT  (+/- 180 meters Scaled)
 DN0532
 DN0532                          SUPERSEDED SURVEY CONTROL
 DN0532
 DN0532  NGVD 29 (??/??/92)  222.065  (m)          728.56   (f) ADJ UNCH    2 0
 DN0532
 DN0532.Superseded values are not recommended for survey control.
 DN0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0532.See file dsdata.txt to determine how the superseded data were derived.
 DN0532
 DN0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC163366(NAD 83)
 DN0532_MARKER: DB = BENCH MARK DISK
 DN0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0532_STAMPING: D 902 1945
 DN0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0532+STABILITY: SURFACE MOTION
 DN0532
 DN0532  HISTORY     - Date     Condition        Report By
 DN0532  HISTORY     - 1945     MONUMENTED       CGS
 DN0532  HISTORY     - 1956     GOOD             AMS
 DN0532  HISTORY     - 20021116 MARK NOT FOUND   GEOCAC
 DN0532
 DN0532                          STATION DESCRIPTION
 DN0532
 DN0532'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1956
 DN0532'1.0 MI S FROM POTTSBORO.
 DN0532'1.0 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0532'THE STATION AT POTTSBORO, GRAYSON COUNTY, AT THE CENTER OF A DEEP CUT,
 DN0532'55 FEET EAST AND 6.30 FEET OF THE CENTERLINE OF THE TRACK, 35 FEET
 DN0532'WEST AND 2.45 FEET OF THE CENTERLINE OF A ROAD PARALLELING THE TRACK,
 DN0532'53 FEET SOUTH-SOUTHWEST AND 1.75 FEET OF A LONE SMALL TREE, 125 FEET
 DN0532'NORTH-NORTHWEST NORTHERMOST OF 4 TREES IN LINE, 3 FEET WEST OF A
 DN0532'FENCE, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 DN0532'DISK, STAMPED D 902 1945 AND SET IN THE TOP OF A CONCRETE POST
 DN0532'PROJECTING 0.5 FOOT ABOVE GROUND.
 DN0532
 DN0532                          STATION RECOVERY (2002)
 DN0532
 DN0532'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 DN0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0365 ***********************************************************************
 DO0365  DESIGNATION -  D 903
 DO0365  PID         -  DO0365
 DO0365  STATE/COUNTY-  TX/WICHITA
 DO0365  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0365
 DO0365                         *CURRENT SURVEY CONTROL
 DO0365  ___________________________________________________________________
 DO0365* NAD 83(1986)-  33 57 10.     (N)    098 30 50.     (W)     SCALED    
 DO0365* NAVD 88     -       298.420  (meters)     979.07   (feet)  ADJUSTED  
 DO0365  ___________________________________________________________________
 DO0365  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DO0365  DYNAMIC HT  -         298.093 (meters)     977.99  (feet)  COMP
 DO0365  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 DO0365
 DO0365  VERT ORDER  -  FIRST     CLASS II
 DO0365
 DO0365.The horizontal coordinates were scaled from a topographic map and have
 DO0365.an estimated accuracy of +/- 6 seconds.
 DO0365
 DO0365.The orthometric height was determined by differential leveling
 DO0365.and adjusted by the National Geodetic Survey in June 1991..
 DO0365
 DO0365.The geoid height was determined by GEOID03.
 DO0365
 DO0365.The dynamic height is computed by dividing the NAVD 88
 DO0365.geopotential number by the normal gravity value computed on the
 DO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0365.degrees latitude (g = 980.6199 gals.).
 DO0365
 DO0365.The modeled gravity was interpolated from observed gravity values.
 DO0365
 DO0365;                    North         East    Units  Estimated Accuracy
 DO0365;SPC TXNC     - 2,253,520.      598,720.      MT  (+/- 180 meters Scaled)
 DO0365
 DO0365                          SUPERSEDED SURVEY CONTROL
 DO0365
 DO0365  NGVD 29 (??/??/92)  298.324  (m)          978.75   (f) ADJ UNCH    1 2
 DO0365
 DO0365.Superseded values are not recommended for survey control.
 DO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0365.See file dsdata.txt to determine how the superseded data were derived.
 DO0365
 DO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC449570(NAD 83)
 DO0365_MARKER: DB = BENCH MARK DISK
 DO0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0365_SP_SET: CULVERT
 DO0365_STAMPING: D 903 1945
 DO0365_MARK LOGO: CGS   
 DO0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0365
 DO0365  HISTORY     - Date     Condition        Report By
 DO0365  HISTORY     - 1945     MONUMENTED       CGS
 DO0365  HISTORY     - 1975     GOOD             NGS
 DO0365  HISTORY     - 1984     GOOD             NGS
 DO0365  HISTORY     - 1984     GOOD             NGS
 DO0365  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0365
 DO0365                          STATION DESCRIPTION
 DO0365
 DO0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DO0365'3.6 MI NW FROM WICHITA FALLS.
 DO0365'THIS MARK IS 0.8 MILES SOUTH OF THE MAIN ENTRANCE TO SHEPPARD AIR
 DO0365'FORCE BASE, ADJACENT THE MISSOURI, KANSAS AND TEXAS RAILROAD NEAR THE
 DO0365'JUNCTION OF SHEPPARD FIELD ACCESS ROAD AND SPUR 325.  THE MARK IS
 DO0365'APPROX. 40 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND SHEPPARD
 DO0365'FIELD ACCESS ROAD, ON TOP OF THE SOUTHEAST END OF THE NORTHEAST
 DO0365'HEADWALL OF A 6 X 20 FT. CONCRETE CULVERT. MARK IS AN IRON DISK
 DO0365'STAMPED D 903 1945 SET IN A DRILL HOLE IN CONCRETE.
 DO0365
 DO0365                          STATION RECOVERY (1984)
 DO0365
 DO0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0365'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DO0365'TO REACH FOLLOWS.  5.0 KM (3.1 MI) NORTHERLY ALONG THE MISSOURI,
 DO0365'KANSAS AND TEXAS RAILROAD FROM ITS JUNCTION WITH 7TH STREET IN WICHITA
 DO0365'FALLS, AND ADD AT THE CROSSING OF THE SHEPPARD ACCESS ROAD.
 DO0365
 DO0365                          STATION RECOVERY (1984)
 DO0365
 DO0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0365'RECOVERED IN GOOD CONDITION.
 DO0365
 DO0365                          STATION RECOVERY (2001)
 DO0365
 DO0365'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0255 ***********************************************************************
 CC0255  DESIGNATION -  D 905
 CC0255  PID         -  CC0255
 CC0255  STATE/COUNTY-  TX/WARD
 CC0255  USGS QUAD   -  PYOTE EAST (1981)
 CC0255
 CC0255                         *CURRENT SURVEY CONTROL
 CC0255  ___________________________________________________________________
 CC0255* NAD 83(1986)-  31 32 54.     (N)    103 03 49.     (W)     SCALED    
 CC0255* NAVD 88     -       802.929  (meters)    2634.28   (feet)  ADJUSTED  
 CC0255  ___________________________________________________________________
 CC0255  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CC0255  DYNAMIC HT  -         801.795 (meters)    2630.56  (feet)  COMP
 CC0255  MODELED GRAV-     979,200.5   (mgal)                       NAVD 88
 CC0255
 CC0255  VERT ORDER  -  FIRST     CLASS II
 CC0255
 CC0255.The horizontal coordinates were scaled from a topographic map and have
 CC0255.an estimated accuracy of +/- 6 seconds.
 CC0255
 CC0255.The orthometric height was determined by differential leveling
 CC0255.and adjusted by the National Geodetic Survey in June 1991..
 CC0255
 CC0255.The geoid height was determined by GEOID03.
 CC0255
 CC0255.The dynamic height is computed by dividing the NAVD 88
 CC0255.geopotential number by the normal gravity value computed on the
 CC0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0255.degrees latitude (g = 980.6199 gals.).
 CC0255
 CC0255.The modeled gravity was interpolated from observed gravity values.
 CC0255
 CC0255;                    North         East    Units  Estimated Accuracy
 CC0255;SPC TX C     - 3,211,780.      440,800.      MT  (+/- 180 meters Scaled)
 CC0255
 CC0255                          SUPERSEDED SURVEY CONTROL
 CC0255
 CC0255  NGVD 29 (??/??/92)  802.618  (m)         2633.26   (f) ADJ UNCH    1 2
 CC0255
 CC0255.Superseded values are not recommended for survey control.
 CC0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0255.See file dsdata.txt to determine how the superseded data were derived.
 CC0255
 CC0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ838919(NAD 83)
 CC0255_MARKER: DB = BENCH MARK DISK
 CC0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0255_SP_SET: CONCRETE BASE
 CC0255_STAMPING: D 905 1945
 CC0255_MARK LOGO: CGS   
 CC0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0255
 CC0255  HISTORY     - Date     Condition        Report By
 CC0255  HISTORY     - 1945     MONUMENTED       CGS
 CC0255  HISTORY     - 1956     GOOD             NGS
 CC0255  HISTORY     - 1981     GOOD             NGS
 CC0255
 CC0255                          STATION DESCRIPTION
 CC0255
 CC0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0255'3.8 MI E FROM PYOTE.
 CC0255'3.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CC0255'PYOTE, WARD COUNTY, AT SEMAPHORE 620.0, IN THE TOP OF THE SOUTHWEST
 CC0255'CORNER OF THE CONCRETE BASE, 10 FEET SOUTH OF THE CENTERLINE OF THE
 CC0255'TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  AN IRON BENCH-MARK
 CC0255'DISK.
 CC0255
 CC0255                          STATION RECOVERY (1981)
 CC0255
 CC0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0255'17.1 KM (10.65 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 CC0255'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 2 POLES
 CC0255'NORTHEAST OF MILE POST 620, IN TOP OF THE SOUTHWEST CORNER OF THE
 CC0255'CONCRETE BASE OF SEMAPHORE NUMBER 6200, 34.8 METERS (114.0 FT)
 CC0255'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 80, 2.4 METERS
 CC0255'(8.0 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0255'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0078 ***********************************************************************
 EN0078  CBN         -  This is a Cooperative Base Network Control Station.
 EN0078  DESIGNATION -  D 906
 EN0078  PID         -  EN0078
 EN0078  STATE/COUNTY-  TX/CHILDRESS
 EN0078  USGS QUAD   -  CAREY (1981)
 EN0078
 EN0078                         *CURRENT SURVEY CONTROL
 EN0078  ___________________________________________________________________
 EN0078* NAD 83(1993)-  34 25 57.90553(N)    100 16 56.71963(W)     ADJUSTED  
 EN0078* NAVD 88     -       594.861  (meters)    1951.64   (feet)  ADJUSTED  
 EN0078  ___________________________________________________________________
 EN0078  X           -    -940,113.629 (meters)                     COMP
 EN0078  Y           -  -5,182,147.903 (meters)                     COMP
 EN0078  Z           -   3,586,461.946 (meters)                     COMP
 EN0078  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 EN0078  ELLIP HEIGHT-         566.65  (meters)          (10/24/00) GPS OBS
 EN0078  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 EN0078  DYNAMIC HT  -         594.180 (meters)    1949.41  (feet)  COMP
 EN0078  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 EN0078
 EN0078  HORZ ORDER  -  B
 EN0078  VERT ORDER  -  FIRST     CLASS II
 EN0078  ELLP ORDER  -  FOURTH    CLASS II
 EN0078
 EN0078.This mark is at Childress Muni (CDS) Airport (CDS)
 EN0078
 EN0078.The horizontal coordinates were established by GPS observations
 EN0078.and adjusted by the National Geodetic Survey in May 1994..
 EN0078
 EN0078.The orthometric height was determined by differential leveling
 EN0078.and adjusted by the National Geodetic Survey in June 1991..
 EN0078
 EN0078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EN0078
 EN0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0078
 EN0078.The ellipsoidal height was determined by GPS observations
 EN0078.and is referenced to NAD 83.
 EN0078
 EN0078.The geoid height was determined by GEOID03.
 EN0078
 EN0078.The dynamic height is computed by dividing the NAVD 88
 EN0078.geopotential number by the normal gravity value computed on the
 EN0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0078.degrees latitude (g = 980.6199 gals.).
 EN0078
 EN0078.The modeled gravity was interpolated from observed gravity values.
 EN0078
 EN0078;                    North         East     Units Scale Factor Converg.
 EN0078;SPC TX N     - 1,048,698.979   311,915.644   MT  1.00005744   +0 42 20.3
 EN0078;SPC TX N     - 3,440,606.57  1,023,343.24   sFT  1.00005744   +0 42 20.3
 EN0078;UTM  14      - 3,810,885.992   382,171.455   MT  0.99977113   -0 43 30.8
 EN0078
 EN0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0078!SPC TX N     -   0.99991106  x   1.00005744  =   0.99996849
 EN0078!UTM  14      -   0.99991106  x   0.99977113  =   0.99968221
 EN0078
 EN0078|---------------------------------------------------------------------|
 EN0078| PID    Reference Object                     Distance      Geod. Az  |
 EN0078|                                                           dddmmss.s |
 EN0078| EN0916 CHILDPORT                           162.895 METERS 27802     |
 EN0078|---------------------------------------------------------------------|
 EN0078
 EN0078                          SUPERSEDED SURVEY CONTROL
 EN0078
 EN0078  ELLIP H (05/09/94)  566.64   (m)                       GP(       ) 4 2
 EN0078  NAD 83(1986)-  34 25 57.91098(N)    100 16 56.71203(W) AD(       ) 2
 EN0078  NAD 27      -  34 25 57.68682(N)    100 16 55.28934(W) AD(       ) 2
 EN0078  NAVD 88 (05/09/94)  594.86   (m)         1951.6    (f) LEVELING    3  
 EN0078  NGVD 29 (??/??/92)  594.558  (m)         1950.65   (f) ADJ UNCH    1 2
 EN0078
 EN0078.Superseded values are not recommended for survey control.
 EN0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0078.See file dsdata.txt to determine how the superseded data were derived.
 EN0078
 EN0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8217110886(NAD 83)
 EN0078_MARKER: DB = BENCH MARK DISK
 EN0078_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EN0078_SP_SET: CONCRETE FOOTING OF CONTROL TWR
 EN0078_STAMPING: D 906 1945
 EN0078_MARK LOGO: CGS   
 EN0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0078+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 EN0078
 EN0078  HISTORY     - Date     Condition        Report By
 EN0078  HISTORY     - 1945     MONUMENTED       CGS
 EN0078  HISTORY     - 1967     GOOD             CGS
 EN0078  HISTORY     - 1988     GOOD             NGS
 EN0078  HISTORY     - 19930224 GOOD             NGS
 EN0078  HISTORY     - 19950628 GOOD             NGS
 EN0078  HISTORY     - 20000406 GOOD             TXDOT
 EN0078
 EN0078                          STATION DESCRIPTION
 EN0078
 EN0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EN0078'4 MI W FROM CHILDRESS.
 EN0078'4 MI W OF CHILDRESS THE DISK IS CEMENTED IN A DRILL HOLE IN THE
 EN0078'SOUTHWEST ONE OF FOUR CONCRETE FOOTINGS, 2 FEET SQUARE, THAT PROJECTS
 EN0078'1 1/2 FEET.  IT IS 82.8 FEET SOUTHEAST OF A HYDRANT AND 75.0 FEET EAST
 EN0078'OF THE EAST EDGE OF THE AIRPORT RUNWAY.  NOTE-- THE CHILDRESS ARMY AIR
 EN0078'FIELD IS NOW THE CHILDRESS MUNICIPAL AIRPORT AND THE CONTROL TOWER HAS
 EN0078'BEEN TORN DOWN.
 EN0078
 EN0078                          STATION RECOVERY (1988)
 EN0078
 EN0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EN0078'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 EN0078'WEST OF CHILDRESS, 3.1 KM (1.9 MI) SOUTH OF US HIGHWAY 287 AND AT
 EN0078'THE CHILDRESS MUNICIPAL AIRPORT.
 EN0078'OWNERSHIP--CITY OF CHILDRESS, 315 COMMERCE STREET, CHILDRESS TX
 EN0078'79201.  AIRPORT MANAGER IS MR DAVID GALLIGAN, PHONE 817-937-3684.
 EN0078'STOP AT FAA FLIGHT SERVICE BUILDING EACH TRIP TO STATION.
 EN0078'
 EN0078'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 62, 83 AND
 EN0078'287 IN THE WEST SECTION OF CHILDRESS, GO NORTHWEST ON US HIGHWAY
 EN0078'287 FOR 1.6 KM (1.0 MI) TO A WEIGH STATION ON THE LEFT.  CONTINUE
 EN0078'AHEAD FOR 3.6 KM (2.25 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 EN0078'ON FARM ROAD 164 FOR 1.2 KM (0.75 MI) TO A RAILROAD CROSSING.
 EN0078'CONTINUE AHEAD FOR 1.0 KM (0.65 MI) TO A CROSSROAD AND THE FAA
 EN0078'BUILDING IN SOUTHWEST ANGLE OF JUNCTION.  TURN RIGHT AND GO WEST ON
 EN0078'PAVED ROAD FOR 0.2 KM (0.1 MI) TO THE AIRPORT APRON.  TURN LEFT AND
 EN0078'GO SOUTH ALONG EDGE OF APRON FOR 0.1 KM (0.05 MI) TO THE AIRPORT
 EN0078'BEACON TOWER ON THE LEFT AND MARK IN BASE OF A REMOVED CONTROL
 EN0078'TOWER.
 EN0078'
 EN0078'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---D 906
 EN0078'1945---, SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 EN0078'SOUTHWEST BASE OF TORN DOWN CONTROL TOWER.  LOCATED 33.9 METERS
 EN0078'(111.2 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A METAL
 EN0078'HANGAR, 28.5 METERS (93.5 FT) NORTH OF THE CENTER OF DIRT LANE,
 EN0078'22.7 METERS (74.5 FT) EAST OF THE APRON EDGE AND 5.5 METERS (18.0
 EN0078'FT) SOUTHEAST OF SOUTHEAST LEG OF BEACON TOWER.
 EN0078'THE CONCRETE BASE MARK IS IN
 EN0078'PROJECTS ABOUT 0.4 METER (1.3 FT) ABOVE THE GROUND.
 EN0078'
 EN0078'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EN0078'
 EN0078'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EN0078'
 EN0078'DESCRIBED BY D.A. BOWLING.
 EN0078
 EN0078                          STATION RECOVERY (1993)
 EN0078
 EN0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EN0078'STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF CHILDRESS, AT THE
 EN0078'CHILDRESS MUNICIPAL AIRPORT, ON THE EAST SIDE OF THE CONCRETE APRON,
 EN0078'ADJACENT TO THE BEACON TOWER, IN THE SOUTHWEST BASE OF THE
 EN0078'NOW-REMOVED CONTROL TOWER.  OWNERSHIP--CITY OF CHILDRESS, CITY HALL,
 EN0078'315 COMMERCE STREET, CHILDRESS, TX 79201.  CITY MANAGER IS DAVID
 EN0078'GALLIGAN, PHONE 817-937-3684.
 EN0078'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62, 83 AND 287 ON THE WEST
 EN0078'SIDE OF CHILDRESS, GO NORTHWEST ON HIGHWAY 287 FOR 5.21 KM (3.25 MI)
 EN0078'TO FARM ROAD 164 ON THE LEFT.  TURN LEFT, SOUTH, ON ROAD 164 FOR 1.24
 EN0078'KM (0.75 MI) TO A RAILROAD CROSSING.  CONTINUE AHEAD FOR 1.00 KM
 EN0078'(0.60 MI) TO A CROSSROAD AT THE FAA FLIGHT SERVICE BUILDING ON THE
 EN0078'RIGHT.  TURN RIGHT, WEST, ON ROAD, PASSING THROUGH GATE, FOR 0.13 KM
 EN0078'(0.10 MI) TO THE APRON.  TURN LEFT, SOUTH, ALONG APRON EDGE FOR 0.09
 EN0078'KM (0.05 MI) TO THE STATION ON THE LEFT.
 EN0078'STATION MARK IS SET FLUSH IN THE SOUTHWEST CORNER OF THE SOUTHWEST
 EN0078'TOWER BASE THAT PROJECTS 0.4 M (1.3 FT) ABOVE GROUND.  IT IS 33.8 M
 EN0078'(110.9 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A METAL
 EN0078'BUILDING, 22.7 M (74.5 FT) EAST OF THE APRON EDGE, AND 5.5 M
 EN0078'(18.0 FT) SOUTHEAST OF THE SOUTHEAST LEG OF THE BEACON TOWER.
 EN0078
 EN0078                          STATION RECOVERY (1995)
 EN0078
 EN0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EN0078'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) WEST OF CHILDRESS, 3.1
 EN0078'KM (1.90 MI) SOUTH OF U.S.  HIGHWAY 287 AND AT THE CHILDRESS MUNICIPAL
 EN0078'AIRPORT.  OWNERSHIP--CITY OF CHILDRESS, 315 COMMERCE STREET, CHILDRESS
 EN0078'TX 79201.  AIRPORT MANAGER IS DAVID GALLIGAN, PHONE IS 817-937-3684.
 EN0078'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62, 83 AND 287
 EN0078'AT WEST SIDE OF CHILDRESS, GO NORTHWEST ON U.S.  HIGHWAY 287 FOR 1.6
 EN0078'KM (1.00 MI) TO A WEIGH STATION ON THE LEFT.  CONTINUE NORTHWEST FOR
 EN0078'3.6 KM (2.25 MI) ON THE HIGHWAY TO A CROSSROAD.  TURN LEFT AND GO
 EN0078'SOUTH ON FARM ROAD 164 FOR 1.2 KM (0.75 MI) TO A RAILROAD CROSSING.
 EN0078'CONTINUE SOUTH ON THE FARM ROAD FOR 1.0 KM (0.60 MI) TO A CROSSROAD
 EN0078'AND THE FAA BUILDING IN THE SOUTHWEST ANGLE OF THE JUNCTION.  TURN
 EN0078'RIGHT AND AND GO WEST ON A PAVED ROAD FOR 0.2 KM (0.10 MI) TO A APRON.
 EN0078'TURN LEFT AND GO SOUTH ALONG THE EDGE OF THE APRON FOR 0.1 KM (0.05
 EN0078'MI) TO THE AIRPORT BEACON TOWER LEFT AND THE STATION IN THE BASE OF A
 EN0078'RAZED CONTROL TOWER.  THE STATION IS 33.9 M (111.2 FT) EAST-SOUTHEAST
 EN0078'OF THE NORTHEAST CORNER OF A METAL HANGAR, 28.5 M (93.5 FT) NORTH OF
 EN0078'THE CENTER OF A DIRT LANE, 22.7 M (74.5 FT) EAST OF THE APRON EDGE,
 EN0078'5.5 M (18.0 FT) SOUTHEAST OF THE SOUTHEAST LEG OF THE BEACON TOWER,
 EN0078'AND THE IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 EN0078'SOUTHWEST BASE OF A RAZED CONTROL TOWER.
 EN0078
 EN0078                          STATION RECOVERY (2000)
 EN0078
 EN0078'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 EN0078'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2085 ***********************************************************************
 CS2085  DESIGNATION -  D 907
 CS2085  PID         -  CS2085
 CS2085  STATE/COUNTY-  TX/JOHNSON
 CS2085  USGS QUAD   -  GRANDVIEW (1978)
 CS2085
 CS2085                         *CURRENT SURVEY CONTROL
 CS2085  ___________________________________________________________________
 CS2085* NAD 83(1986)-  32 16 35.     (N)    097 09 13.     (W)     SCALED    
 CS2085* NAVD 88     -       189.052  (meters)     620.25   (feet)  ADJUSTED  
 CS2085  ___________________________________________________________________
 CS2085  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CS2085  DYNAMIC HT  -         188.823 (meters)     619.50  (feet)  COMP
 CS2085  MODELED GRAV-     979,425.4   (mgal)                       NAVD 88
 CS2085
 CS2085  VERT ORDER  -  SECOND    CLASS 0
 CS2085
 CS2085.The horizontal coordinates were scaled from a topographic map and have
 CS2085.an estimated accuracy of +/- 6 seconds.
 CS2085
 CS2085.The orthometric height was determined by differential leveling
 CS2085.and adjusted by the National Geodetic Survey in June 1991..
 CS2085
 CS2085.The geoid height was determined by GEOID03.
 CS2085
 CS2085.The dynamic height is computed by dividing the NAVD 88
 CS2085.geopotential number by the normal gravity value computed on the
 CS2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2085.degrees latitude (g = 980.6199 gals.).
 CS2085
 CS2085.The modeled gravity was interpolated from observed gravity values.
 CS2085
 CS2085;                    North         East    Units  Estimated Accuracy
 CS2085;SPC TXNC     - 2,068,430.      726,830.      MT  (+/- 180 meters Scaled)
 CS2085
 CS2085                          SUPERSEDED SURVEY CONTROL
 CS2085
 CS2085  NGVD 29 (??/??/92)  189.022  (m)          620.15   (f) ADJ UNCH    2 0
 CS2085
 CS2085.Superseded values are not recommended for survey control.
 CS2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2085.See file dsdata.txt to determine how the superseded data were derived.
 CS2085
 CS2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA738725(NAD 83)
 CS2085_MARKER: DB = BENCH MARK DISK
 CS2085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2085_SP_SET: BRIDGE
 CS2085_STAMPING: D 907 1946
 CS2085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2085
 CS2085  HISTORY     - Date     Condition        Report By
 CS2085  HISTORY     - 1946     MONUMENTED       CGS
 CS2085  HISTORY     - 1947     GOOD             NGS
 CS2085  HISTORY     - 19940330 GOOD             USPSQD
 CS2085  HISTORY     - 19990608 GOOD             USPSQD
 CS2085
 CS2085                          STATION DESCRIPTION
 CS2085
 CS2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS2085'1.8 MI NE FROM GRANDVIEW.
 CS2085'1.8 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE RAILROAD STATION AT
 CS2085'GRANDVIEW, ABOUT 0.1 MILE NORTH OF A WHITE FARM HOUSE, 12 FEET SOUTH
 CS2085'OF THE CENTER LINE OF THE ROAD.  A BRONZE DISK SET IN THE TOP OF THE
 CS2085'WEST END OF THE SOUTH HEADWALL OF A SMALL CONCRETE BRIDGE.
 CS2085
 CS2085                          STATION RECOVERY (1994)
 CS2085
 CS2085'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2085'RECOVERED IN GOOD CONDITION.
 CS2085
 CS2085                          STATION RECOVERY (1999)
 CS2085
 CS2085'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1114 ***********************************************************************
 BM1114  DESIGNATION -  D 908 RESET
 BM1114  PID         -  BM1114
 BM1114  STATE/COUNTY-  TX/TRAVIS
 BM1114  USGS QUAD   -  AUSTIN EAST (1988)
 BM1114
 BM1114                         *CURRENT SURVEY CONTROL
 BM1114  ___________________________________________________________________
 BM1114* NAD 83(1986)-  30 17 48.     (N)    097 42 25.     (W)     SCALED    
 BM1114* NAVD 88     -       186.12   (meters)     610.6    (feet)  RESET     
 BM1114  ___________________________________________________________________
 BM1114  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BM1114
 BM1114  VERT ORDER  -  THIRD
 BM1114
 BM1114.This mark is at Robert Mueller Muni (AUS) Airport (AUS)
 BM1114
 BM1114.The horizontal coordinates were scaled from a topographic map and have
 BM1114.an estimated accuracy of +/- 6 seconds.
 BM1114
 BM1114.The orthometric height was computed from unverified reset data.
 BM1114
 BM1114.The geoid height was determined by GEOID03.
 BM1114
 BM1114;                    North         East    Units  Estimated Accuracy
 BM1114;SPC TX C     - 3,072,820.      952,620.      MT  (+/- 180 meters Scaled)
 BM1114
 BM1114                          SUPERSEDED SURVEY CONTROL
 BM1114
 BM1114  NGVD 29 (01/29/03)  186.01   (m)          610.3    (f) RESET       3  
 BM1114
 BM1114.Superseded values are not recommended for survey control.
 BM1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1114.See file dsdata.txt to determine how the superseded data were derived.
 BM1114
 BM1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU243523(NAD 83)
 BM1114_MARKER: DV = VERTICAL CONTROL DISK
 BM1114_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BM1114+WITH SETTING: PAVEMENT
 BM1114_SP_SET: FOOTING
 BM1114_STAMPING: D 908 RESET 1988
 BM1114_MARK LOGO: NGS   
 BM1114_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM1114+STABILITY: SURFACE MOTION
 BM1114
 BM1114  HISTORY     - Date     Condition        Report By
 BM1114  HISTORY     - 1988     MONUMENTED       LOCENG
 BM1114  HISTORY     - 19980602 GOOD             USPSQD
 BM1114
 BM1114                          STATION DESCRIPTION
 BM1114
 BM1114'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 BM1114'AT ROBERT MUELLER MUNICIPAL AIRPORT, 22 FEET (6.7 M) NORTHWEST OF THE
 BM1114'SOUTHEAST CORNER OF T-HANGER BUILDING 3367, 12 INCHES EAST OF THE
 BM1114'NORTHEAST SIDE OF THE HANGER AND ADJACENT TO A FIRE HYDRANT.
 BM1114
 BM1114                          STATION RECOVERY (1998)
 BM1114
 BM1114'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0982 ***********************************************************************
 AY0982  DESIGNATION -  D 909
 AY0982  PID         -  AY0982
 AY0982  STATE/COUNTY-  TX/BEXAR
 AY0982  USGS QUAD   -  CASTLE HILLS (1992)
 AY0982
 AY0982                         *CURRENT SURVEY CONTROL
 AY0982  ___________________________________________________________________
 AY0982* NAD 83(1986)-  29 34 54.     (N)    098 34 58.     (W)     SCALED    
 AY0982* NAVD 88     -       301.190  (meters)     988.15   (feet)  POSTED    
 AY0982  ___________________________________________________________________
 AY0982  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AY0982  DYNAMIC HT  -         300.750 (meters)     986.71  (feet)  COMP
 AY0982  MODELED GRAV-     979,169.0   (mgal)                       NAVD 88
 AY0982
 AY0982  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0982
 AY0982.The horizontal coordinates were scaled from a topographic map and have
 AY0982.an estimated accuracy of +/- 6 seconds.
 AY0982
 AY0982.The orthometric height was determined by differential leveling
 AY0982.and adjusted by the National Geodetic Survey in 1992..
 AY0982.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0982.rate of 0.0 thru 1.0 mm/km.
 AY0982
 AY0982.The geoid height was determined by GEOID03.
 AY0982
 AY0982.The dynamic height is computed by dividing the NAVD 88
 AY0982.geopotential number by the normal gravity value computed on the
 AY0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0982.degrees latitude (g = 980.6199 gals.).
 AY0982
 AY0982.The modeled gravity was interpolated from observed gravity values.
 AY0982
 AY0982;                    North         East    Units  Estimated Accuracy
 AY0982;SPC TXSC     - 4,193,830.      640,420.      MT  (+/- 180 meters Scaled)
 AY0982
 AY0982                          SUPERSEDED SURVEY CONTROL
 AY0982
 AY0982  NGVD 29 (??/??/92)  301.066  (m)          987.75   (f) ADJ UNCH    1 2
 AY0982
 AY0982.Superseded values are not recommended for survey control.
 AY0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0982.See file dsdata.txt to determine how the superseded data were derived.
 AY0982
 AY0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT404725(NAD 83)
 AY0982_MARKER: DB = BENCH MARK DISK
 AY0982_SETTING: 66 = SET IN ROCK OUTCROP
 AY0982_SP_SET: ROCK OUTCROP
 AY0982_STAMPING: D 909 1944
 AY0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0982+STABILITY: POSITION/ELEVATION WELL
 AY0982
 AY0982  HISTORY     - Date     Condition        Report By
 AY0982  HISTORY     - 1944     MONUMENTED       CGS
 AY0982  HISTORY     - 1953     GOOD             NGS
 AY0982  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY0982  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 AY0982
 AY0982                          STATION DESCRIPTION
 AY0982
 AY0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0982'12.9 MI NW FROM SAN ANTONIO.
 AY0982'12.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0982'CROSSING OF WEST COMMERCE STREET AT SAN ANTONIO, 6 1/2 POLES SOUTH OF
 AY0982'MILEPOST 252, 150 FEET NORTH OF BRIDGE 251.73, 80 FEET SOUTH OF THE
 AY0982'CENTER OF A ROAD CROSSING, 36.4 FEET EAST OF THE EAST RAIL, 8.7 FEET
 AY0982'WEST OF A FENCE, 8 FEET WEST OF A WITNESS POST, FLUSH WITH THE GROUND,
 AY0982'SET IN THE TOP OF A FLAT ROCK OUTCROP.
 AY0982
 AY0982                          STATION RECOVERY (1986)
 AY0982
 AY0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0982'MARK NOT FOUND.
 AY0982
 AY0982                          STATION RECOVERY (1995)
 AY0982
 AY0982'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1600 ***********************************************************************
 CS1600  DESIGNATION -  D 910
 CS1600  PID         -  CS1600
 CS1600  STATE/COUNTY-  TX/TARRANT
 CS1600  USGS QUAD   -  HALTOM CITY (1981)
 CS1600
 CS1600                         *CURRENT SURVEY CONTROL
 CS1600  ___________________________________________________________________
 CS1600* NAD 83(1986)-  32 45 33.     (N)    097 21 39.     (W)     SCALED    
 CS1600* NAVD 88     -       167.873  (meters)     550.76   (feet)  POSTED    
 CS1600  ___________________________________________________________________
 CS1600  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CS1600  DYNAMIC HT  -         167.680 (meters)     550.13  (feet)  COMP
 CS1600  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CS1600
 CS1600  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CS1600
 CS1600.The horizontal coordinates were scaled from a topographic map and have
 CS1600.an estimated accuracy of +/- 6 seconds.
 CS1600
 CS1600.The orthometric height was determined by differential leveling
 CS1600.and adjusted by the National Geodetic Survey in 1992..
 CS1600.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CS1600.rate of 1.1 thru 2.0 mm/km.
 CS1600
 CS1600.The geoid height was determined by GEOID03.
 CS1600
 CS1600.The dynamic height is computed by dividing the NAVD 88
 CS1600.geopotential number by the normal gravity value computed on the
 CS1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1600.degrees latitude (g = 980.6199 gals.).
 CS1600
 CS1600.The modeled gravity was interpolated from observed gravity values.
 CS1600
 CS1600;                    North         East    Units  Estimated Accuracy
 CS1600;SPC TXNC     - 2,121,730.      706,730.      MT  (+/- 180 meters Scaled)
 CS1600
 CS1600                          SUPERSEDED SURVEY CONTROL
 CS1600
 CS1600  NGVD 29 (??/??/92)  167.873  (m)          550.76   (f) ADJ UNCH    1 2
 CS1600
 CS1600.Superseded values are not recommended for survey control.
 CS1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1600.See file dsdata.txt to determine how the superseded data were derived.
 CS1600
 CS1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB535257(NAD 83)
 CS1600_MARKER: DB = BENCH MARK DISK
 CS1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1600_STAMPING: D 910 1945 ELV.550.763
 CS1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1600+STABILITY: SURFACE MOTION
 CS1600
 CS1600  HISTORY     - Date     Condition        Report By
 CS1600  HISTORY     - 1945     MONUMENTED       CGS
 CS1600  HISTORY     - 1956     GOOD             NGS
 CS1600  HISTORY     - 1984     GOOD             NGS
 CS1600  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1600  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1600
 CS1600                          STATION DESCRIPTION
 CS1600
 CS1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1600'IN FORT WORTH.
 CS1600'1.8 MILES WEST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT THE
 CS1600'NORTHEAST CORNER OF THE INTERSECTION OF WHITE SETTLEMENT ROAD AND
 CS1600'UNIVERSITY DRIVE, 40 FEET EAST OF UNIVERSITY DRIVE AND 50 FEET NORTH
 CS1600'OF THE CENTERLINE OF WHITE SETTLEMENT, 3 FEET WEST OF A CONCRETE
 CS1600'STREET SIGN POST AND 2 FEET EAST OF A POWER POLE AND THE TRAFFIC LIGHT
 CS1600'CONTROL BOX.  A STANDARD DISK STAMPED D 910 1945 ELV.550.763 IN A
 CS1600'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CS1600
 CS1600                          STATION RECOVERY (1984)
 CS1600
 CS1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1600'RECOVERED IN GOOD CONDITION.
 CS1600
 CS1600                          STATION RECOVERY (1989)
 CS1600
 CS1600'RECOVERY NOTE BY US POWER SQUADRON 1989 (LTS)
 CS1600'MARK NOT FOUND.
 CS1600
 CS1600                          STATION RECOVERY (1996)
 CS1600
 CS1600'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1180 ***********************************************************************
 CS1180  DESIGNATION -  D 911
 CS1180  PID         -  CS1180
 CS1180  STATE/COUNTY-  TX/DALLAS
 CS1180  USGS QUAD   -  DALLAS (1981)
 CS1180
 CS1180                         *CURRENT SURVEY CONTROL
 CS1180  ___________________________________________________________________
 CS1180* NAD 83(1986)-  32 48 23.     (N)    096 49 40.     (W)     SCALED    
 CS1180* NAVD 88     -       125.743  (meters)     412.54   (feet)  ADJUSTED  
 CS1180  ___________________________________________________________________
 CS1180  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CS1180  DYNAMIC HT  -         125.599 (meters)     412.07  (feet)  COMP
 CS1180  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 CS1180
 CS1180  VERT ORDER  -  FIRST     CLASS II
 CS1180
 CS1180.The horizontal coordinates were scaled from a topographic map and have
 CS1180.an estimated accuracy of +/- 6 seconds.
 CS1180
 CS1180.The orthometric height was determined by differential leveling
 CS1180.and adjusted by the National Geodetic Survey in June 1991..
 CS1180
 CS1180.The geoid height was determined by GEOID03.
 CS1180
 CS1180.The dynamic height is computed by dividing the NAVD 88
 CS1180.geopotential number by the normal gravity value computed on the
 CS1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1180.degrees latitude (g = 980.6199 gals.).
 CS1180
 CS1180.The modeled gravity was interpolated from observed gravity values.
 CS1180
 CS1180;                    North         East    Units  Estimated Accuracy
 CS1180;SPC TXNC     - 2,127,630.      756,590.      MT  (+/- 180 meters Scaled)
 CS1180
 CS1180                          SUPERSEDED SURVEY CONTROL
 CS1180
 CS1180  NGVD 29 (??/??/92)  125.758  (m)          412.59   (f) ADJ UNCH    1 2
 CS1180
 CS1180.Superseded values are not recommended for survey control.
 CS1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1180.See file dsdata.txt to determine how the superseded data were derived.
 CS1180
 CS1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB033319(NAD 83)
 CS1180_MARKER: DB = BENCH MARK DISK
 CS1180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1180_SP_SET: CULVERT
 CS1180_STAMPING: D 911 1945
 CS1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1180
 CS1180  HISTORY     - Date     Condition        Report By
 CS1180  HISTORY     - 1945     MONUMENTED       CGS
 CS1180  HISTORY     - 1947     GOOD             NGS
 CS1180  HISTORY     - 20000212 GOOD             USPSQD
 CS1180
 CS1180                          STATION DESCRIPTION
 CS1180
 CS1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1180'IN DALLAS.
 CS1180'AT DALLAS, ON THE MISSOURI, KANSAS, TEXAS RAILROAD, AT THE LUCAS DRIVE
 CS1180'CROSSING, 23.0 FEET NORTHWEST OF THE CENTER LINE OF LUCAS DRIVE, 18.7
 CS1180'FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK,
 CS1180'ON TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A
 CS1180'CONCRETE CULVERT UNDER LUCAS DRIVE.  AN IRON DISK SET IN A DRILL HOLE
 CS1180'IN CONCRETE.
 CS1180
 CS1180                          STATION RECOVERY (2000)
 CS1180
 CS1180'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0432 ***********************************************************************
 FL0432  DESIGNATION -  D 913
 FL0432  PID         -  FL0432
 FL0432  STATE/COUNTY-  TX/GRAY
 FL0432  USGS QUAD   -  TAYLOR RANCH (1968)
 FL0432
 FL0432                         *CURRENT SURVEY CONTROL
 FL0432  ___________________________________________________________________
 FL0432* NAD 83(1986)-  35 15 04.     (N)    100 45 46.     (W)     SCALED    
 FL0432* NAVD 88     -       893.813  (meters)    2932.45   (feet)  ADJUSTED  
 FL0432  ___________________________________________________________________
 FL0432  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL0432  DYNAMIC HT  -         892.840 (meters)    2929.26  (feet)  COMP
 FL0432  MODELED GRAV-     979,514.4   (mgal)                       NAVD 88
 FL0432
 FL0432  VERT ORDER  -  FIRST     CLASS II
 FL0432
 FL0432.The horizontal coordinates were scaled from a topographic map and have
 FL0432.an estimated accuracy of +/- 6 seconds.
 FL0432
 FL0432.The orthometric height was determined by differential leveling
 FL0432.and adjusted by the National Geodetic Survey in June 1991..
 FL0432
 FL0432.The geoid height was determined by GEOID03.
 FL0432
 FL0432.The dynamic height is computed by dividing the NAVD 88
 FL0432.geopotential number by the normal gravity value computed on the
 FL0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0432.degrees latitude (g = 980.6199 gals.).
 FL0432
 FL0432.The modeled gravity was interpolated from observed gravity values.
 FL0432
 FL0432;                    North         East    Units  Estimated Accuracy
 FL0432;SPC TX N     - 1,139,040.      267,090.      MT  (+/- 180 meters Scaled)
 FL0432
 FL0432                          SUPERSEDED SURVEY CONTROL
 FL0432
 FL0432  NGVD 29 (??/??/92)  893.456  (m)         2931.28   (f) ADJ UNCH    1 2
 FL0432
 FL0432.Superseded values are not recommended for survey control.
 FL0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0432.See file dsdata.txt to determine how the superseded data were derived.
 FL0432
 FL0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE396023(NAD 83)
 FL0432_MARKER: DB = BENCH MARK DISK
 FL0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0432_STAMPING: D 913 1955
 FL0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0432+STABILITY: SURFACE MOTION
 FL0432
 FL0432  HISTORY     - Date     Condition        Report By
 FL0432  HISTORY     - 1955     MONUMENTED       CGS
 FL0432
 FL0432                          STATION DESCRIPTION
 FL0432
 FL0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FL0432'3.5 MI NW FROM ALANREED.
 FL0432'3.5 MILES NORTHWEST ALONG FARM ROAD 291 FROM THE POST OFFICE AT
 FL0432'ALANREED, 80 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 38
 FL0432'FEET NORTHEAST OF A FENCE, 1.6 FEET WEST OF A FENCE, 76 FEET SOUTHEAST
 FL0432'OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHEAST, SET IN THE TOP
 FL0432'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3403 ***********************************************************************
 CS3403  DESIGNATION -  D 914 RESET
 CS3403  PID         -  CS3403
 CS3403  STATE/COUNTY-  TX/HILL
 CS3403  USGS QUAD   -  HILLSBORO EAST (1978)
 CS3403
 CS3403                         *CURRENT SURVEY CONTROL
 CS3403  ___________________________________________________________________
 CS3403* NAD 83(1986)-  32 00 36.     (N)    097 04 31.     (W)     SCALED    
 CS3403* NAVD 88     -       236.02   (meters)     774.3    (feet)  RESET     
 CS3403  ___________________________________________________________________
 CS3403  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CS3403
 CS3403  VERT ORDER  -  THIRD
 CS3403
 CS3403.The horizontal coordinates were scaled from a topographic map and have
 CS3403.an estimated accuracy of +/- 6 seconds.
 CS3403
 CS3403.The orthometric height was computed from unverified reset data.
 CS3403
 CS3403.The geoid height was determined by GEOID03.
 CS3403
 CS3403;                    North         East    Units  Estimated Accuracy
 CS3403;SPC TXNC     - 2,038,990.      734,610.      MT  (+/- 180 meters Scaled)
 CS3403
 CS3403                          SUPERSEDED SURVEY CONTROL
 CS3403
 CS3403.No superseded survey control is available for this station.
 CS3403
 CS3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA817431(NAD 83)
 CS3403_MARKER: DV = VERTICAL CONTROL DISK
 CS3403_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS3403_SP_SET: CULVERT HEADWALL
 CS3403_STAMPING: D 914 RESET 1991
 CS3403_MARK LOGO: NGS   
 CS3403_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CS3403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3403+STABILITY: SURFACE MOTION
 CS3403
 CS3403  HISTORY     - Date     Condition        Report By
 CS3403  HISTORY     - 1991     MONUMENTED       TXHD
 CS3403
 CS3403                          STATION DESCRIPTION
 CS3403
 CS3403'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1991
 CS3403'3.7 MILES (6.0 KM) EAST OF THE POST OFFICE IN HILLSBORO ALONG STATE
 CS3403'HIGHWAYS 171 AND 22, NEAR THE WEST END OF A TRIANGLE FORMED BY THE
 CS3403'JUNCTION OF THE TWO HIGHWAYS, 30 FEET (9.1 M) NORTH OF THE CENTER OF
 CS3403'HIGHWAY 22, 168 FEET (51.2 M) NORTH OF THE CENTER OF HIGHWAY 171, SET
 CS3403'IN THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1262 ***********************************************************************
 AY1262  DESIGNATION -  D 915
 AY1262  PID         -  AY1262
 AY1262  STATE/COUNTY-  TX/MEDINA
 AY1262  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1262
 AY1262                         *CURRENT SURVEY CONTROL
 AY1262  ___________________________________________________________________
 AY1262* NAD 83(1986)-  29 21 07.     (N)    099 03 58.     (W)     SCALED    
 AY1262* NAVD 88     -       252.328  (meters)     827.85   (feet)  ADJUSTED  
 AY1262  ___________________________________________________________________
 AY1262  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AY1262  DYNAMIC HT  -         251.961 (meters)     826.64  (feet)  COMP
 AY1262  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 AY1262
 AY1262  VERT ORDER  -  FIRST     CLASS II
 AY1262
 AY1262.The horizontal coordinates were scaled from a topographic map and have
 AY1262.an estimated accuracy of +/- 6 seconds.
 AY1262
 AY1262.The orthometric height was determined by differential leveling
 AY1262.and adjusted by the National Geodetic Survey in June 1991..
 AY1262
 AY1262.The geoid height was determined by GEOID03.
 AY1262
 AY1262.The dynamic height is computed by dividing the NAVD 88
 AY1262.geopotential number by the normal gravity value computed on the
 AY1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1262.degrees latitude (g = 980.6199 gals.).
 AY1262
 AY1262.The modeled gravity was interpolated from observed gravity values.
 AY1262
 AY1262;                    North         East    Units  Estimated Accuracy
 AY1262;SPC TXSC     - 4,168,300.      593,580.      MT  (+/- 180 meters Scaled)
 AY1262
 AY1262                          SUPERSEDED SURVEY CONTROL
 AY1262
 AY1262  NGVD 29 (??/??/92)  252.196  (m)          827.41   (f) ADJ UNCH    1 2
 AY1262
 AY1262.Superseded values are not recommended for survey control.
 AY1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1262.See file dsdata.txt to determine how the superseded data were derived.
 AY1262
 AY1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT935469(NAD 83)
 AY1262_MARKER: DB = BENCH MARK DISK
 AY1262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1262_SP_SET: SIGNAL BASE
 AY1262_STAMPING: D 915 1944
 AY1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1262
 AY1262  HISTORY     - Date     Condition        Report By
 AY1262  HISTORY     - 1944     MONUMENTED       CGS
 AY1262  HISTORY     - 1957     GOOD             NGS
 AY1262  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1262  HISTORY     - 19950420 MARK NOT FOUND   USPSQD
 AY1262  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 AY1262  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 AY1262
 AY1262                          STATION DESCRIPTION
 AY1262
 AY1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1262'4.6 MI E FROM HONDO.
 AY1262'4.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1262'STATION AT HONDO, 8 RAILS EAST OF A ROADSIDE PARK WHICH IS ALONG U.S.
 AY1262'HIGHWAY 90, 121 FEET NORTHEAST OF MILEPOST 254, 16.7 FEET SOUTH OF A
 AY1262'TELEPHONE POLE, 7.8 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF AN
 AY1262'OLD ABANDONED CONCRETE SIGNAL BASE.
 AY1262
 AY1262                          STATION RECOVERY (1982)
 AY1262
 AY1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1262'MARK NOT SEARCHED FOR THIS SURVEY, OFF MAIN LEVEL LINE.
 AY1262
 AY1262                          STATION RECOVERY (1995)
 AY1262
 AY1262'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1262'MARK NOT FOUND.
 AY1262
 AY1262                          STATION RECOVERY (1997)
 AY1262
 AY1262'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1262'MARK NOT FOUND.
 AY1262
 AY1262                          STATION RECOVERY (2001)
 AY1262
 AY1262'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0119 ***********************************************************************
 AP0119  DESIGNATION -  D 916
 AP0119  PID         -  AP0119
 AP0119  STATE/COUNTY-  TX/MAVERICK
 AP0119  USGS QUAD   -  QUEMADO SE (1974)
 AP0119
 AP0119                         *CURRENT SURVEY CONTROL
 AP0119  ___________________________________________________________________
 AP0119* NAD 83(1986)-  28 49 43.     (N)    100 31 17.     (W)     SCALED    
 AP0119* NAVD 88     -       264.761  (meters)     868.64   (feet)  ADJUSTED  
 AP0119  ___________________________________________________________________
 AP0119  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AP0119  DYNAMIC HT  -         264.368 (meters)     867.35  (feet)  COMP
 AP0119  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 AP0119
 AP0119  VERT ORDER  -  FIRST     CLASS II
 AP0119
 AP0119.The horizontal coordinates were scaled from a topographic map and have
 AP0119.an estimated accuracy of +/- 6 seconds.
 AP0119
 AP0119.The orthometric height was determined by differential leveling
 AP0119.and adjusted by the National Geodetic Survey in June 1991..
 AP0119
 AP0119.The geoid height was determined by GEOID03.
 AP0119
 AP0119.The dynamic height is computed by dividing the NAVD 88
 AP0119.geopotential number by the normal gravity value computed on the
 AP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0119.degrees latitude (g = 980.6199 gals.).
 AP0119
 AP0119.The modeled gravity was interpolated from observed gravity values.
 AP0119
 AP0119;                    North         East    Units  Estimated Accuracy
 AP0119;SPC TXSC     - 4,111,270.      451,530.      MT  (+/- 180 meters Scaled)
 AP0119
 AP0119                          SUPERSEDED SURVEY CONTROL
 AP0119
 AP0119  NGVD 29 (??/??/92)  264.621  (m)          868.18   (f) ADJ UNCH    1 2
 AP0119
 AP0119.Superseded values are not recommended for survey control.
 AP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0119.See file dsdata.txt to determine how the superseded data were derived.
 AP0119
 AP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS515899(NAD 83)
 AP0119_MARKER: DB = BENCH MARK DISK
 AP0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0119_SP_SET: CULVERT
 AP0119_STAMPING: D 916 1944
 AP0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0119
 AP0119  HISTORY     - Date     Condition        Report By
 AP0119  HISTORY     - 1944     MONUMENTED       CGS
 AP0119  HISTORY     - 1957     GOOD             NGS
 AP0119  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0119
 AP0119                          STATION DESCRIPTION
 AP0119
 AP0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0119'10.3 MI NW FROM EAGLE PASS.
 AP0119'4.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0119'STATION AT EAGLE PASS, THENCE 0.1 MILE NORTHWEST ACROSS A FIELD,
 AP0119'THENCE 0.9 MILE SOUTHWEST ALONG FARM ROAD 1588, THENCE 5.2 MILES
 AP0119'NORTHWEST ALONG U.S. HIGHWAY 277, 1.0 MILE NORTH OF A LARGE IRRIGATION
 AP0119'CANAL, 17.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AP0119'THE TOP OF THE CENTER OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT.
 AP0119
 AP0119                          STATION RECOVERY (1982)
 AP0119
 AP0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0119'NOT RECOVERED, HIGHWAY HAS BEEN WIDENED, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0364 ***********************************************************************
 CA0364  DESIGNATION -  D 917
 CA0364  PID         -  CA0364
 CA0364  STATE/COUNTY-  TX/BROWN
 CA0364  USGS QUAD   -  OWENS (1978)
 CA0364
 CA0364                         *CURRENT SURVEY CONTROL
 CA0364  ___________________________________________________________________
 CA0364* NAD 83(1986)-  31 47 34.     (N)    098 57 06.     (W)     SCALED    
 CA0364* NAVD 88     -       421.362  (meters)    1382.42   (feet)  ADJUSTED  
 CA0364  ___________________________________________________________________
 CA0364  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CA0364  DYNAMIC HT  -         420.814 (meters)    1380.62  (feet)  COMP
 CA0364  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 CA0364
 CA0364  VERT ORDER  -  SECOND    CLASS 0
 CA0364
 CA0364.This mark is at Brownwood Muni (BWD) Airport (BWD)
 CA0364
 CA0364.The horizontal coordinates were scaled from a topographic map and have
 CA0364.an estimated accuracy of +/- 6 seconds.
 CA0364
 CA0364.The orthometric height was determined by differential leveling
 CA0364.and adjusted by the National Geodetic Survey in June 1991..
 CA0364.WARNING-Repeat measurements at this control monument indicate possible
 CA0364.vertical movement.
 CA0364
 CA0364.The geoid height was determined by GEOID03.
 CA0364
 CA0364.The dynamic height is computed by dividing the NAVD 88
 CA0364.geopotential number by the normal gravity value computed on the
 CA0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0364.degrees latitude (g = 980.6199 gals.).
 CA0364
 CA0364.The modeled gravity was interpolated from observed gravity values.
 CA0364
 CA0364;                    North         East    Units  Estimated Accuracy
 CA0364;SPC TX C     - 3,236,510.      830,840.      MT  (+/- 180 meters Scaled)
 CA0364
 CA0364                          SUPERSEDED SURVEY CONTROL
 CA0364
 CA0364  NGVD 29 (??/??/92)  421.276  (m)         1382.14   (f) ADJ UNCH    2 0
 CA0364
 CA0364.Superseded values are not recommended for survey control.
 CA0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0364.See file dsdata.txt to determine how the superseded data were derived.
 CA0364
 CA0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA045174(NAD 83)
 CA0364_MARKER: DB = BENCH MARK DISK
 CA0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0364_SP_SET: CONCRETE DOOR STOP
 CA0364_STAMPING: D 917 1945
 CA0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0364
 CA0364  HISTORY     - Date     Condition        Report By
 CA0364  HISTORY     - 1945     MONUMENTED       CGS
 CA0364  HISTORY     - 1957     GOOD             NGS
 CA0364  HISTORY     - 1975     GOOD             NGS
 CA0364  HISTORY     - 1979     GOOD             NGS
 CA0364
 CA0364                          STATION DESCRIPTION
 CA0364
 CA0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CA0364'6 MI N FROM BROWNWOOD.
 CA0364'THE AIRPORT IS NOW BROWNWOOD MUNICIPAL AIRPORT, AND THE MARK IS ON THE
 CA0364'DOOR STOP, NOT BALUSTRADE.  THE DESCRIPTION SHOULD NOW READ AS FOLLOWS
 CA0364'-- 6 MILES NORTH OF BROWNWOOD, BROWN COUNTY, AT BROWNWOOD MUNICIPAL
 CA0364'AIRPORT ON THE NORTH SIDE OF THE HANGAR WITH THE CONTROL TOWER ON TOP,
 CA0364'8 FEET WEST OF THE NE CORNER OF THE HANGAR, IN THE TOP OF THE CONCRETE
 CA0364'DOOR STOP, AND 3 FEET ABOVE GROUND LEVEL.  A STANDARD DISK, STAMPED D
 CA0364'917 1945.
 CA0364
 CA0364                          STATION RECOVERY (1975)
 CA0364
 CA0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CA0364'RECOVERED IN GOOD CONDITION.
 CA0364
 CA0364                          STATION RECOVERY (1979)
 CA0364
 CA0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CA0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0554 ***********************************************************************
 CT0554  DESIGNATION -  D 918
 CT0554  PID         -  CT0554
 CT0554  STATE/COUNTY-  TX/TAYLOR
 CT0554  USGS QUAD   -  ABILENE WEST (1987)
 CT0554
 CT0554                         *CURRENT SURVEY CONTROL
 CT0554  ___________________________________________________________________
 CT0554* NAD 83(1986)-  32 25 02.     (N)    099 52 03.     (W)     SCALED    
 CT0554* NAVD 88     -       547.765  (meters)    1797.13   (feet)  ADJUSTED  
 CT0554  ___________________________________________________________________
 CT0554  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CT0554  DYNAMIC HT  -         547.051 (meters)    1794.78  (feet)  COMP
 CT0554  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 CT0554
 CT0554  VERT ORDER  -  FIRST     CLASS II
 CT0554
 CT0554.The horizontal coordinates were scaled from a topographic map and have
 CT0554.an estimated accuracy of +/- 6 seconds.
 CT0554
 CT0554.The orthometric height was determined by differential leveling
 CT0554.and adjusted by the National Geodetic Survey in June 1991..
 CT0554.WARNING-Repeat measurements at this control monument indicate possible
 CT0554.vertical movement.
 CT0554
 CT0554.The geoid height was determined by GEOID03.
 CT0554
 CT0554.The dynamic height is computed by dividing the NAVD 88
 CT0554.geopotential number by the normal gravity value computed on the
 CT0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0554.degrees latitude (g = 980.6199 gals.).
 CT0554
 CT0554.The modeled gravity was interpolated from observed gravity values.
 CT0554
 CT0554;                    North         East    Units  Estimated Accuracy
 CT0554;SPC TXNC     - 2,084,070.      471,380.      MT  (+/- 180 meters Scaled)
 CT0554
 CT0554                          SUPERSEDED SURVEY CONTROL
 CT0554
 CT0554  NGVD 29 (??/??/92)  547.593  (m)         1796.56   (f) ADJ UNCH    1 2
 CT0554
 CT0554.Superseded values are not recommended for survey control.
 CT0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0554.See file dsdata.txt to determine how the superseded data were derived.
 CT0554
 CT0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA184870(NAD 83)
 CT0554_MARKER: DB = BENCH MARK DISK
 CT0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0554_STAMPING: D 918 1945
 CT0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0554+STABILITY: SURFACE MOTION
 CT0554
 CT0554  HISTORY     - Date     Condition        Report By
 CT0554  HISTORY     - 1945     MONUMENTED       CGS
 CT0554  HISTORY     - 1956     GOOD             NGS
 CT0554  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0554
 CT0554                          STATION DESCRIPTION
 CT0554
 CT0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0554'2.75 MI S FROM TYE.
 CT0554'0.05 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0554'OFFICE AT TYE, THENCE 2.7 MILES SOUTH ALONG FARM ROAD 707, 0.45 MILE
 CT0554'SOUTH OF THE PRESENT ENTRANCE TO TYE AIR FORCE BASE, 75 FEET EAST OF
 CT0554'THE CENTER LINE OF THE FARM ROAD, 47 FEET SOUTH OF THE CENTER OF AN
 CT0554'ABANDONED ENTRANCE TO THE AIR BASE, 21 FEET SOUTH OF A POWER POLE, 1.3
 CT0554'FEET WEST OF A FENCE, 1.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 CT0554'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CT0554
 CT0554                          STATION RECOVERY (2001)
 CT0554
 CT0554'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 CT0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0742 ***********************************************************************
 AH0742  DESIGNATION -  D 919
 AH0742  PID         -  AH0742
 AH0742  STATE/COUNTY-  TX/NUECES
 AH0742  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0742
 AH0742                         *CURRENT SURVEY CONTROL
 AH0742  ___________________________________________________________________
 AH0742* NAD 83(1986)-  27 37 02.     (N)    097 45 40.     (W)     SCALED    
 AH0742* NAVD 88     -        16.755  (meters)      54.97   (feet)  ADJUSTED  
 AH0742  ___________________________________________________________________
 AH0742  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AH0742  DYNAMIC HT  -          16.730 (meters)      54.89  (feet)  COMP
 AH0742  MODELED GRAV-     979,105.9   (mgal)                       NAVD 88
 AH0742
 AH0742  VERT ORDER  -  FIRST     CLASS II
 AH0742
 AH0742.The horizontal coordinates were scaled from a topographic map and have
 AH0742.an estimated accuracy of +/- 6 seconds.
 AH0742
 AH0742.The orthometric height was determined by differential leveling
 AH0742.and adjusted by the National Geodetic Survey in June 1991..
 AH0742
 AH0742.The geoid height was determined by GEOID03.
 AH0742
 AH0742.The dynamic height is computed by dividing the NAVD 88
 AH0742.geopotential number by the normal gravity value computed on the
 AH0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0742.degrees latitude (g = 980.6199 gals.).
 AH0742
 AH0742.The modeled gravity was interpolated from observed gravity values.
 AH0742
 AH0742;                    North         East    Units  Estimated Accuracy
 AH0742;SPC TX S     - 5,216,320.      372,930.      MT  (+/- 180 meters Scaled)
 AH0742
 AH0742                          SUPERSEDED SURVEY CONTROL
 AH0742
 AH0742  NGVD 29 (??/??/92)   16.866  (m)           55.33   (f) ADJ UNCH    1 2
 AH0742
 AH0742.Superseded values are not recommended for survey control.
 AH0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0742.See file dsdata.txt to determine how the superseded data were derived.
 AH0742
 AH0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR222554(NAD 83)
 AH0742_MARKER: DB = BENCH MARK DISK
 AH0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0742_STAMPING: D 919 1945
 AH0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0742+STABILITY: SURFACE MOTION
 AH0742
 AH0742  HISTORY     - Date     Condition        Report By
 AH0742  HISTORY     - 1945     MONUMENTED       CGS
 AH0742  HISTORY     - 1975     GOOD             USGS
 AH0742  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0742
 AH0742                          STATION DESCRIPTION
 AH0742
 AH0742'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0742'4.0 MI NE FROM BISHOP.
 AH0742'3.0 MILES NORTHEAST FROM THE MAIN STREET AT BISHOP, ALONG HWY.
 AH0742'BUSINESS 77 (STATE HWY 428) TO A PAVED ROAD, 1.0 MILE EAST.  0.5 MILE
 AH0742'WEST OF THE ENTRANCE TO THE BISHOP MUNICIPAL AIRPORT, 34 FT. SOUTH OF
 AH0742'THE CENTERLINE OF THE PAVED ROAD, 30 FT. EAST OF THE CENTER LINE OF
 AH0742'SECTION LINE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AH0742'0.5 FT.  ABOVE GROUND, A STANDARD DISK.
 AH0742
 AH0742                          STATION RECOVERY (1981)
 AH0742
 AH0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0742'SEARCHED FOR, NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0004 ***********************************************************************
 BY0004  DESIGNATION -  D 92
 BY0004  PID         -  BY0004
 BY0004  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0004  USGS QUAD   -  SAN AUGUSTINE EAST (1984)
 BY0004
 BY0004                         *CURRENT SURVEY CONTROL
 BY0004  ___________________________________________________________________
 BY0004* NAD 83(1986)-  31 32 08.     (N)    094 06 48.     (W)     SCALED    
 BY0004* NAVD 88     -        94.99   (+/-2cm)     311.6    (feet)  VERTCON   
 BY0004  ___________________________________________________________________
 BY0004  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BY0004
 BY0004  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0004
 BY0004.The horizontal coordinates were scaled from a topographic map and have
 BY0004.an estimated accuracy of +/- 6 seconds.
 BY0004
 BY0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0004.The vertical order pertains to the NGVD 29 superseded value.
 BY0004
 BY0004.The geoid height was determined by GEOID03.
 BY0004
 BY0004;                    North         East    Units  Estimated Accuracy
 BY0004;SPC TX C     - 3,223,690.    1,290,340.      MT  (+/- 180 meters Scaled)
 BY0004
 BY0004                          SUPERSEDED SURVEY CONTROL
 BY0004
 BY0004  NGVD 29 (??/??/92)   95.019  (m)          311.74   (f) ADJ UNCH    1 2
 BY0004
 BY0004.Superseded values are not recommended for survey control.
 BY0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0004.See file dsdata.txt to determine how the superseded data were derived.
 BY0004
 BY0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ943894(NAD 83)
 BY0004_MARKER: DB = BENCH MARK DISK
 BY0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0004+STABILITY: SURFACE MOTION
 BY0004
 BY0004  HISTORY     - Date     Condition        Report By
 BY0004  HISTORY     - UNK      MONUMENTED       CGS
 BY0004  HISTORY     - 1932     GOOD             NGS
 BY0004  HISTORY     - 1934     GOOD             NGS
 BY0004  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0004  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0004
 BY0004                          STATION DESCRIPTION
 BY0004
 BY0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0004'0.5 MI N FROM SAN AUGUSTINE.
 BY0004'0.5 MILE NORTH OF THE STATION AT SAN AUGUSTINE ON THE G.C. AND
 BY0004'S.F.R.R., 40 FEET EAST OF THE TRACK, 10 FEET SOUTH OF TELEGRAPH POLE,
 BY0004'1 1/4 POLES SOUTH OF MILE POLE NO. 121, 35 FEET SOUTH OF PRIVATE ROAD
 BY0004'AND GRADE CROSSING.
 BY0004
 BY0004                          STATION RECOVERY (1934)
 BY0004
 BY0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0004'RECOVERED IN GOOD CONDITION.
 BY0004
 BY0004                          STATION RECOVERY (1979)
 BY0004
 BY0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0004'MARK NOT FOUND.
 BY0004
 BY0004                          STATION RECOVERY (1979)
 BY0004
 BY0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0004'NEW R ROAD BED, PRIVATE ROAD GONE, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0929 ***********************************************************************
 AH0929  DESIGNATION -  D 920
 AH0929  PID         -  AH0929
 AH0929  STATE/COUNTY-  TX/KLEBERG
 AH0929  USGS QUAD   -  LAURELES RANCH (1975)
 AH0929
 AH0929                         *CURRENT SURVEY CONTROL
 AH0929  ___________________________________________________________________
 AH0929* NAD 83(1986)-  27 31 28.     (N)    097 30 19.     (W)     SCALED    
 AH0929* NAVD 88     -         7.095  (meters)      23.28   (feet)  ADJUSTED  
 AH0929  ___________________________________________________________________
 AH0929  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AH0929  DYNAMIC HT  -           7.084 (meters)      23.24  (feet)  COMP
 AH0929  MODELED GRAV-     979,115.5   (mgal)                       NAVD 88
 AH0929
 AH0929  VERT ORDER  -  SECOND    CLASS 0
 AH0929
 AH0929.The horizontal coordinates were scaled from a topographic map and have
 AH0929.an estimated accuracy of +/- 6 seconds.
 AH0929
 AH0929.The orthometric height was determined by differential leveling
 AH0929.and adjusted by the National Geodetic Survey in June 1991..
 AH0929
 AH0929.The geoid height was determined by GEOID03.
 AH0929
 AH0929.The dynamic height is computed by dividing the NAVD 88
 AH0929.geopotential number by the normal gravity value computed on the
 AH0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0929.degrees latitude (g = 980.6199 gals.).
 AH0929
 AH0929.The modeled gravity was interpolated from observed gravity values.
 AH0929
 AH0929;                    North         East    Units  Estimated Accuracy
 AH0929;SPC TX S     - 5,206,220.      398,260.      MT  (+/- 180 meters Scaled)
 AH0929
 AH0929                          SUPERSEDED SURVEY CONTROL
 AH0929
 AH0929  NGVD 29 (??/??/92)    7.223  (m)           23.70   (f) ADJ UNCH    2 0
 AH0929
 AH0929.Superseded values are not recommended for survey control.
 AH0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0929.See file dsdata.txt to determine how the superseded data were derived.
 AH0929
 AH0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR476454(NAD 83)
 AH0929_MARKER: DB = BENCH MARK DISK
 AH0929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0929_SP_SET: CULVERT
 AH0929_STAMPING: D 920 1945
 AH0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0929
 AH0929  HISTORY     - Date     Condition        Report By
 AH0929  HISTORY     - 1945     MONUMENTED       CGS
 AH0929  HISTORY     - 1949     GOOD             NGS
 AH0929
 AH0929                          STATION DESCRIPTION
 AH0929
 AH0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0929'1.35 MI SE FROM LAURELES RANCH HQ.
 AH0929'TO REACH FROM THE LAURELES RANCH HEADQUARTERS BY GOING SOUTHEAST 0.4
 AH0929'MILE ALONG ROAD TO OUTLYING LANDING FIELD 12 TO A ROAD LEADING SOUTH
 AH0929'TO OUTLYING LANDING FIELD 14, THENCE TURN RIGHT (SOUTH) AND GO 0.9
 AH0929'MILE TO A CONCRETE CULVERT AND MARK SITE.  BENCH MARK IS 120 FEET
 AH0929'NORTH OF THE FIRST BUMP GATE SOUTH OF THE FORKS, 16 FEET WEST OF THE
 AH0929'CENTER LINE OF ROAD, IN THE WEST HEADWALL OF A CONCRETE CULVERT, 8
 AH0929'INCHES ABOVE THE LEVEL OF THE ROAD.
 AH0929
 AH0929                          STATION RECOVERY (1949)
 AH0929
 AH0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0429 ***********************************************************************
 DN0429  DESIGNATION -  D 922
 DN0429  PID         -  DN0429
 DN0429  STATE/COUNTY-  TX/COLLIN
 DN0429  USGS QUAD   -  WYLIE (1973)
 DN0429
 DN0429                         *CURRENT SURVEY CONTROL
 DN0429  ___________________________________________________________________
 DN0429* NAD 83(1986)-  33 00 58.     (N)    096 30 35.     (W)     SCALED    
 DN0429* NAVD 88     -       159.221  (meters)     522.38   (feet)  ADJUSTED  
 DN0429  ___________________________________________________________________
 DN0429  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DN0429  DYNAMIC HT  -         159.048 (meters)     521.81  (feet)  COMP
 DN0429  MODELED GRAV-     979,552.0   (mgal)                       NAVD 88
 DN0429
 DN0429  VERT ORDER  -  SECOND    CLASS 0
 DN0429
 DN0429.The horizontal coordinates were scaled from a topographic map and have
 DN0429.an estimated accuracy of +/- 6 seconds.
 DN0429
 DN0429.The orthometric height was determined by differential leveling
 DN0429.and adjusted by the National Geodetic Survey in June 1991..
 DN0429
 DN0429.The geoid height was determined by GEOID03.
 DN0429
 DN0429.The dynamic height is computed by dividing the NAVD 88
 DN0429.geopotential number by the normal gravity value computed on the
 DN0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0429.degrees latitude (g = 980.6199 gals.).
 DN0429
 DN0429.The modeled gravity was interpolated from observed gravity values.
 DN0429
 DN0429;                    North         East    Units  Estimated Accuracy
 DN0429;SPC TXNC     - 2,151,400.      785,930.      MT  (+/- 180 meters Scaled)
 DN0429
 DN0429                          SUPERSEDED SURVEY CONTROL
 DN0429
 DN0429  NGVD 29 (??/??/92)  159.23   (m)          522.4    (f) COMPUTED    2 0
 DN0429
 DN0429.Superseded values are not recommended for survey control.
 DN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0429.See file dsdata.txt to determine how the superseded data were derived.
 DN0429
 DN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB326558(NAD 83)
 DN0429_MARKER: DB = BENCH MARK DISK
 DN0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0429_STAMPING: D 922 1946
 DN0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0429+STABILITY: SURFACE MOTION
 DN0429
 DN0429  HISTORY     - Date     Condition        Report By
 DN0429  HISTORY     - 1946     MONUMENTED       CGS
 DN0429  HISTORY     - 1964     GOOD             NGS
 DN0429  HISTORY     - 19910709 MARK NOT FOUND   USPSQD
 DN0429  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0429
 DN0429                          STATION DESCRIPTION
 DN0429
 DN0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DN0429'2.0 MI E FROM WYLIE.
 DN0429'2.0 MILES EAST ALONG OLD STATE HIGHWAY 78 FROM THE CITY WATER TOWER AT
 DN0429'WYLIE, AT AN INTERSECTION OF THE HIGHWAY AND A T-ROAD RUNNING SOUTH,
 DN0429'65 FEET SOUTHEAST OF THE INTERSECTION OF THE CENTER LINE OF THE TWO
 DN0429'ROADS, 49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 42 FEET EAST OF
 DN0429'THE CENTER LINE OF THE ROAD RUNNING SOUTH, 2.4 FEET SOUTH OF A WHITE
 DN0429'WOODEN WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE. A STANDARD DISK,
 DN0429'STAMPED D 922 1946 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 DN0429'ROUTE TO REACH SHOULD READ AS FOLLOWS-- TO REACH FROM THE JUNCTION OF
 DN0429'STATE HIGHWAY 78 AND FARM ROAD 544 IN WYLIE, GO EAST ALONG STATE
 DN0429'HIGHWAY 78 FOR 0.55 MILE TO A SURFACED ROAD ON THE RIGHT, (OLD HIGHWAY
 DN0429'78), TURN RIGHT, EAST SOUTHEASTERLY, GO 1.35 MILES TO BENCH MARK.
 DN0429
 DN0429                          STATION RECOVERY (1991)
 DN0429
 DN0429'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0429'MARK NOT FOUND.
 DN0429
 DN0429                          STATION RECOVERY (2005)
 DN0429
 DN0429'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0401 ***********************************************************************
 DN0401  DESIGNATION -  D 923
 DN0401  PID         -  DN0401
 DN0401  STATE/COUNTY-  TX/COLLIN
 DN0401  USGS QUAD   -  PLANO (1973)
 DN0401
 DN0401                         *CURRENT SURVEY CONTROL
 DN0401  ___________________________________________________________________
 DN0401* NAD 83(1986)-  33 07 03.     (N)    096 39 04.     (W)     SCALED    
 DN0401* NAVD 88     -       206.899  (meters)     678.80   (feet)  ADJUSTED  
 DN0401  ___________________________________________________________________
 DN0401  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DN0401  DYNAMIC HT  -         206.673 (meters)     678.06  (feet)  COMP
 DN0401  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 DN0401
 DN0401  VERT ORDER  -  SECOND    CLASS 0
 DN0401
 DN0401.The horizontal coordinates were scaled from a topographic map and have
 DN0401.an estimated accuracy of +/- 6 seconds.
 DN0401
 DN0401.The orthometric height was determined by differential leveling
 DN0401.and adjusted by the National Geodetic Survey in June 1991..
 DN0401
 DN0401.The geoid height was determined by GEOID03.
 DN0401
 DN0401.The dynamic height is computed by dividing the NAVD 88
 DN0401.geopotential number by the normal gravity value computed on the
 DN0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0401.degrees latitude (g = 980.6199 gals.).
 DN0401
 DN0401.The modeled gravity was interpolated from observed gravity values.
 DN0401
 DN0401;                    North         East    Units  Estimated Accuracy
 DN0401;SPC TXNC     - 2,162,400.      772,520.      MT  (+/- 180 meters Scaled)
 DN0401
 DN0401                          SUPERSEDED SURVEY CONTROL
 DN0401
 DN0401  NGVD 29 (??/??/92)  206.912  (m)          678.84   (f) ADJ UNCH    2 0
 DN0401
 DN0401.Superseded values are not recommended for survey control.
 DN0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0401.See file dsdata.txt to determine how the superseded data were derived.
 DN0401
 DN0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB191667(NAD 83)
 DN0401_MARKER: DB = BENCH MARK DISK
 DN0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0401_SP_SET: CULVERT
 DN0401_STAMPING: D 923 1946
 DN0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0401+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0401
 DN0401  HISTORY     - Date     Condition        Report By
 DN0401  HISTORY     - 1946     MONUMENTED       CGS
 DN0401  HISTORY     - 1960     GOOD             NGS
 DN0401  HISTORY     - 19910707 GOOD             USPSQD
 DN0401  HISTORY     - 20020409 GOOD             JCLS
 DN0401  HISTORY     - 20051031 GOOD             BOHAN
 DN0401
 DN0401                          STATION DESCRIPTION
 DN0401
 DN0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0401'0.2 MI E FROM MCKINNEY.
 DN0401'0.2 MILE EAST ALONG LOUISIANA STREET FROM THE COURT HOUSE AT MCKINNEY
 DN0401'TO U.S. HIGHWAY 75, THENCE 2.6 MILES SOUTH ALONG U.S. HIGHWAY 75 TO
 DN0401'THE JUNCTION OF TEXAS HIGHWAY 5, THENCE 4.0 MILES SOUTH ON TEXAS
 DN0401'HIGHWAY 5, 21.9 FEET WEST OF THE CENTERLINE OF TEXAS HIGHWAY 5, AND 79
 DN0401'FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED D 923 1946
 DN0401'AND SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 DN0401'CULVERT.
 DN0401
 DN0401                          STATION RECOVERY (1991)
 DN0401
 DN0401'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0401'RECOVERED IN GOOD CONDITION.
 DN0401
 DN0401                          STATION RECOVERY (2002)
 DN0401
 DN0401'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 DN0401'RECOVERED IN GOOD CONDITION.
 DN0401
 DN0401                          STATION RECOVERY (2005)
 DN0401
 DN0401'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0395 ***********************************************************************
 DN0395  DESIGNATION -  D 924
 DN0395  PID         -  DN0395
 DN0395  STATE/COUNTY-  TX/COLLIN
 DN0395  USGS QUAD   -  MC KINNEY EAST (1973)
 DN0395
 DN0395                         *CURRENT SURVEY CONTROL
 DN0395  ___________________________________________________________________
 DN0395* NAD 83(1986)-  33 10 29.     (N)    096 30 20.     (W)     SCALED    
 DN0395* NAVD 88     -       164.640  (meters)     540.16   (feet)  ADJUSTED  
 DN0395  ___________________________________________________________________
 DN0395  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DN0395  DYNAMIC HT  -         164.462 (meters)     539.57  (feet)  COMP
 DN0395  MODELED GRAV-     979,551.9   (mgal)                       NAVD 88
 DN0395
 DN0395  VERT ORDER  -  SECOND    CLASS 0
 DN0395
 DN0395.The horizontal coordinates were scaled from a topographic map and have
 DN0395.an estimated accuracy of +/- 6 seconds.
 DN0395
 DN0395.The orthometric height was determined by differential leveling
 DN0395.and adjusted by the National Geodetic Survey in June 1991..
 DN0395
 DN0395.The geoid height was determined by GEOID03.
 DN0395
 DN0395.The dynamic height is computed by dividing the NAVD 88
 DN0395.geopotential number by the normal gravity value computed on the
 DN0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0395.degrees latitude (g = 980.6199 gals.).
 DN0395
 DN0395.The modeled gravity was interpolated from observed gravity values.
 DN0395
 DN0395;                    North         East    Units  Estimated Accuracy
 DN0395;SPC TXNC     - 2,168,990.      785,990.      MT  (+/- 180 meters Scaled)
 DN0395
 DN0395                          SUPERSEDED SURVEY CONTROL
 DN0395
 DN0395  NGVD 29 (??/??/92)  164.650  (m)          540.19   (f) ADJ UNCH    2 0
 DN0395
 DN0395.Superseded values are not recommended for survey control.
 DN0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0395.See file dsdata.txt to determine how the superseded data were derived.
 DN0395
 DN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB325734(NAD 83)
 DN0395_MARKER: DB = BENCH MARK DISK
 DN0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0395_SP_SET: BRIDGE
 DN0395_STAMPING: D 924 1946
 DN0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0395
 DN0395  HISTORY     - Date     Condition        Report By
 DN0395  HISTORY     - 1946     MONUMENTED       CGS
 DN0395  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0395  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0395
 DN0395                          STATION DESCRIPTION
 DN0395
 DN0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0395'1 MI W FROM PRINCETON.
 DN0395'1.0 MILE WEST ALONG STATE HIGHWAY 24 FROM THE CITIZENS STATE BANK AT
 DN0395'PRINCETON, COLLIN COUNTY, AT THE BRIDGE OVER TICKY CREEK, IN THE TOP
 DN0395'OF THE EAST END OF THE SOUTH WALL, AND 23.4 FEET SOUTH OF THE
 DN0395'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 924 1946.
 DN0395
 DN0395                          STATION RECOVERY (1994)
 DN0395
 DN0395'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0395'MARK NOT FOUND.
 DN0395
 DN0395                          STATION RECOVERY (2005)
 DN0395
 DN0395'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0226 ***********************************************************************
 DN0226  DESIGNATION -  D 926
 DN0226  PID         -  DN0226
 DN0226  STATE/COUNTY-  TX/HUNT
 DN0226  USGS QUAD   -  GREENVILLE SW (1962)
 DN0226
 DN0226                         *CURRENT SURVEY CONTROL
 DN0226  ___________________________________________________________________
 DN0226* NAD 83(1986)-  33 05 35.     (N)    096 13 45.     (W)     SCALED    
 DN0226* NAVD 88     -       170.353  (meters)     558.90   (feet)  ADJUSTED  
 DN0226  ___________________________________________________________________
 DN0226  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DN0226  DYNAMIC HT  -         170.167 (meters)     558.29  (feet)  COMP
 DN0226  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 DN0226
 DN0226  VERT ORDER  -  SECOND    CLASS 0
 DN0226
 DN0226.The horizontal coordinates were scaled from a topographic map and have
 DN0226.an estimated accuracy of +/- 6 seconds.
 DN0226
 DN0226.The orthometric height was determined by differential leveling
 DN0226.and adjusted by the National Geodetic Survey in June 1991..
 DN0226
 DN0226.The geoid height was determined by GEOID03.
 DN0226
 DN0226.The dynamic height is computed by dividing the NAVD 88
 DN0226.geopotential number by the normal gravity value computed on the
 DN0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0226.degrees latitude (g = 980.6199 gals.).
 DN0226
 DN0226.The modeled gravity was interpolated from observed gravity values.
 DN0226
 DN0226;                    North         East    Units  Estimated Accuracy
 DN0226;SPC TXNC     - 2,160,460.      811,950.      MT  (+/- 180 meters Scaled)
 DN0226
 DN0226                          SUPERSEDED SURVEY CONTROL
 DN0226
 DN0226  NGVD 29 (??/??/92)  170.336  (m)          558.84   (f) ADJ UNCH    2 0
 DN0226
 DN0226.Superseded values are not recommended for survey control.
 DN0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0226.See file dsdata.txt to determine how the superseded data were derived.
 DN0226
 DN0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB586650(NAD 83)
 DN0226_MARKER: DB = BENCH MARK DISK
 DN0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0226_STAMPING: D 926 1946
 DN0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0226+STABILITY: SURFACE MOTION
 DN0226
 DN0226  HISTORY     - Date     Condition        Report By
 DN0226  HISTORY     - 1946     MONUMENTED       CGS
 DN0226  HISTORY     - 19940422 MARK NOT FOUND   USPSQD
 DN0226
 DN0226                          STATION DESCRIPTION
 DN0226
 DN0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0226'2.1 MI N FROM CADDO MILLS.
 DN0226'2.1 MILES NORTH ALONG A GRADED ROAD FROM THE CITY WATER TOWER AT CADDO
 DN0226'MILLS.  THE MARK IS SET AT A JUNCTION OF THE GRADED ROAD AND A T ROAD
 DN0226'LEADING EAST.  42.6 FEET EAST OF THE CENTER LINE OF THE NORTH AND
 DN0226'SOUTH ROAD, 40.5 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL WOODEN
 DN0226'BRIDGE, 23.5 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST,
 DN0226'2.6 FEET EAST OF A POWER POLE, 3 FEET WEST OF A WHITE 4X4 MARKER POST.
 DN0226'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0226
 DN0226                          STATION RECOVERY (1994)
 DN0226
 DN0226'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0009 ***********************************************************************
 CS0009  DESIGNATION -  D 927
 CS0009  PID         -  CS0009
 CS0009  STATE/COUNTY-  TX/ROCKWALL
 CS0009  USGS QUAD   -  ROCKWALL (1973)
 CS0009
 CS0009                         *CURRENT SURVEY CONTROL
 CS0009  ___________________________________________________________________
 CS0009* NAD 83(1993)-  32 56 21.52542(N)    096 23 09.92805(W)     ADJUSTED  
 CS0009* NAVD 88     -       180.96   (+/-2cm)     593.7    (feet)  VERTCON   
 CS0009  ___________________________________________________________________
 CS0009  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 CS0009  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS0009
 CS0009  HORZ ORDER  -  SECOND
 CS0009  VERT ORDER  -  FIRST     CLASS II (See Below)
 CS0009
 CS0009.The horizontal coordinates were established by classical geodetic methods
 CS0009.and adjusted by the National Geodetic Survey in February 1996..
 CS0009
 CS0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0009.The vertical order pertains to the NGVD 29 superseded value.
 CS0009
 CS0009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0009
 CS0009.The geoid height was determined by GEOID03.
 CS0009
 CS0009;                    North         East     Units Scale Factor Converg.
 CS0009;SPC TXNC     - 2,143,111.905   797,648.572   MT  0.99987453   +1 09 10.5
 CS0009;SPC TXNC     - 7,031,192.97  2,616,952.02   sFT  0.99987453   +1 09 10.5
 CS0009;UTM  14      - 3,647,591.596   744,382.418   MT  1.00033645   +1 25 19.3
 CS0009
 CS0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0009!SPC TXNC     -   0.99997558  x   0.99987453  =   0.99985011
 CS0009!UTM  14      -   0.99997558  x   1.00033645  =   1.00031202
 CS0009
 CS0009                          SUPERSEDED SURVEY CONTROL
 CS0009
 CS0009  NAD 83(1993)-  32 56 21.53152(N)    096 23 09.91904(W) AD(       ) 2
 CS0009  NAD 83(1986)-  32 56 21.53245(N)    096 23 09.91362(W) AD(       ) 2
 CS0009  NAD 27      -  32 56 21.09200(N)    096 23 08.97000(W) AD(       ) 2
 CS0009  NGVD 29 (??/??/92)  180.968  (m)          593.73   (f) ADJ UNCH    1 2
 CS0009
 CS0009.Superseded values are not recommended for survey control.
 CS0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0009.See file dsdata.txt to determine how the superseded data were derived.
 CS0009
 CS0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4438247592(NAD 83)
 CS0009_MARKER: DB = BENCH MARK DISK
 CS0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0009_STAMPING: D 927 1946
 CS0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0009+STABILITY: SURFACE MOTION
 CS0009
 CS0009  HISTORY     - Date     Condition        Report By
 CS0009  HISTORY     - 1950     MONUMENTED       CGS
 CS0009  HISTORY     - 1971     GOOD             NGS
 CS0009  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0009
 CS0009                          STATION DESCRIPTION
 CS0009
 CS0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CL)
 CS0009'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF ROCKWALL,
 CS0009'ABOUT 1/2 MILE SOUTHWEST OF THE VILLAGE OF FATE, BETWEEN
 CS0009'U.S. HIGHWAY 67 AND THE M.K.T. RAILROAD TRACK.  IT IS 50
 CS0009'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 40.6 FEET
 CS0009'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 38 PACES
 CS0009'NORTHEAST OF A RAILROAD CROSSING, 7 FEET WEST OF A TELEPHONE
 CS0009'POLE, AND 3 FEET EAST OF A WITNESS POST.  IT IS A USC AND
 CS0009'GS BENCH MARK DISK, SET IN THE TOP OF A 6 INCH, SQUARE
 CS0009'CONCRETE POST, WHICH PROJECTS 4 INCHES.  THE DISK IS STAMPED D
 CS0009'927 1946.
 CS0009'
 CS0009'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 CS0009'STATION FATE AND IS INCLUDED IN THE DESCRIPTION FOR THAT
 CS0009'STATION.  IT IS SOUTHWEST OF THIS MARK AND THE TRAVERSE
 CS0009'DISTANCE IS, 250.318 METERS OR 821.25 FEET.
 CS0009
 CS0009                          STATION RECOVERY (1971)
 CS0009
 CS0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CS0009'0.25 MI SW FROM FATE.
 CS0009'IT IS 1/4 MILE SOUTHWEST FROM THE POST OFFICE IN FATE, BETWEEN WHICH
 CS0009'IS NOW STATE HWY. 66 AND THE MISSOURI-KANSAS-TEXAS RAILROAD TRACKS,
 CS0009'120 FEET EAST-NORTHEAST OF RAILROAD CROSSING, 40 FEET NORTH OF THE
 CS0009'NORTH RAILROAD TRACK, 51 FEET SOUTHEAST OF THE CENTER-LINE OF STATE
 CS0009'HWY. 66 AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MARK IS A 6 X 6
 CS0009'INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 8-INCHES AND THE DISK IS
 CS0009'STAMPED D 927 1946, WHICH IS A STANDARD BENCH MARK DISK.  NOTE-- IT IS
 CS0009'ALSO USED FOR AN AZIMUTH MARK FOR TRIANGULATION STATION FATE 1950.
 CS0009
 CS0009                          STATION RECOVERY (1986)
 CS0009
 CS0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0032 ***********************************************************************
 CS0032  DESIGNATION -  D 928 RESET 1951
 CS0032  PID         -  CS0032
 CS0032  STATE/COUNTY-  TX/ROCKWALL
 CS0032  USGS QUAD   -  ROYSE CITY (1963)
 CS0032
 CS0032                         *CURRENT SURVEY CONTROL
 CS0032  ___________________________________________________________________
 CS0032* NAD 83(1986)-  32 58 15.     (N)    096 18 21.     (W)     SCALED    
 CS0032* NAVD 88     -       172.32   (+/-2cm)     565.4    (feet)  VERTCON   
 CS0032  ___________________________________________________________________
 CS0032  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0032
 CS0032  VERT ORDER  -  THIRD (See Below)
 CS0032
 CS0032.The horizontal coordinates were scaled from a topographic map and have
 CS0032.an estimated accuracy of +/- 6 seconds.
 CS0032
 CS0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0032.The vertical order pertains to the NGVD 29 superseded value.
 CS0032
 CS0032.The geoid height was determined by GEOID03.
 CS0032
 CS0032;                    North         East    Units  Estimated Accuracy
 CS0032;SPC TXNC     - 2,146,760.      805,080.      MT  (+/- 180 meters Scaled)
 CS0032
 CS0032                          SUPERSEDED SURVEY CONTROL
 CS0032
 CS0032  NGVD 29 (01/29/03)  172.31   (m)          565.3    (f) RESET       3  
 CS0032
 CS0032.Superseded values are not recommended for survey control.
 CS0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0032.See file dsdata.txt to determine how the superseded data were derived.
 CS0032
 CS0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB517512(NAD 83)
 CS0032_MARKER: DB = BENCH MARK DISK
 CS0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0032_STAMPING: D 928 RESET 1951
 CS0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0032+STABILITY: SURFACE MOTION
 CS0032
 CS0032  HISTORY     - Date     Condition        Report By
 CS0032  HISTORY     - 1951     MONUMENTED       CGS
 CS0032  HISTORY     - 19920825 GOOD             USPSQD
 CS0032  HISTORY     - 20030920 GOOD             INDIV
 CS0032
 CS0032                          STATION DESCRIPTION
 CS0032
 CS0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS0032'1.7 MI SE FROM ROYSE CITY.
 CS0032'1.7 MILES SOUTH EAST ALONG FARM TO MARKET HIGHWAY NO. 1396, FROM THE
 CS0032'CITY HALL IN ROYSE CITY, ROCKWALL COUNTY, ABOUT 40 FEET SOUTH OF THE
 CS0032'CENTERLINE OF THE HIGHWAY, IN THE SOUTH RIGHT-OF-WAY LINE, 115 FEET
 CS0032'WEST OF THE CENTERLINE OF A T ROAD SOUTH, 45 FEET EAST OF A POWER POLE
 CS0032'AND IN THE NORTHWEST CORNER OF THE FRONT YARD OF A FARM HOUSE. IT IS
 CS0032'IN THE APPROXIMATE FENCELINE BETWEEN THE LAWN AND A GARDEN TO THE
 CS0032'WEST.  A STANDARD DISK STAMPED D 928 RESET 1951 AND SET IN A CONCRETE
 CS0032'MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
 CS0032
 CS0032                          STATION RECOVERY (1992)
 CS0032
 CS0032'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS0032'RECOVERED IN GOOD CONDITION.
 CS0032
 CS0032                          STATION RECOVERY (2003)
 CS0032
 CS0032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GOE)
 CS0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0051 ***********************************************************************
 CS0051  DESIGNATION -  D 929
 CS0051  PID         -  CS0051
 CS0051  STATE/COUNTY-  TX/ROCKWALL
 CS0051  USGS QUAD   -  ROYSE CITY (1963)
 CS0051
 CS0051                         *CURRENT SURVEY CONTROL
 CS0051  ___________________________________________________________________
 CS0051* NAD 83(1986)-  32 53 19.     (N)    096 18 23.     (W)     SCALED    
 CS0051* NAVD 88     -       166.090  (meters)     544.91   (feet)  ADJUSTED  
 CS0051  ___________________________________________________________________
 CS0051  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0051  DYNAMIC HT  -         165.908 (meters)     544.32  (feet)  COMP
 CS0051  MODELED GRAV-     979,536.7   (mgal)                       NAVD 88
 CS0051
 CS0051  VERT ORDER  -  SECOND    CLASS 0
 CS0051
 CS0051.The horizontal coordinates were scaled from a topographic map and have
 CS0051.an estimated accuracy of +/- 6 seconds.
 CS0051
 CS0051.The orthometric height was determined by differential leveling
 CS0051.and adjusted by the National Geodetic Survey in June 1991..
 CS0051
 CS0051.The geoid height was determined by GEOID03.
 CS0051
 CS0051.The dynamic height is computed by dividing the NAVD 88
 CS0051.geopotential number by the normal gravity value computed on the
 CS0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0051.degrees latitude (g = 980.6199 gals.).
 CS0051
 CS0051.The modeled gravity was interpolated from observed gravity values.
 CS0051
 CS0051;                    North         East    Units  Estimated Accuracy
 CS0051;SPC TXNC     - 2,137,640.      805,220.      MT  (+/- 180 meters Scaled)
 CS0051
 CS0051                          SUPERSEDED SURVEY CONTROL
 CS0051
 CS0051  NGVD 29 (??/??/92)  166.096  (m)          544.93   (f) ADJ UNCH    2 0
 CS0051
 CS0051.Superseded values are not recommended for survey control.
 CS0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0051.See file dsdata.txt to determine how the superseded data were derived.
 CS0051
 CS0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB519421(NAD 83)
 CS0051_MARKER: DB = BENCH MARK DISK
 CS0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0051_STAMPING: D 929 1946
 CS0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0051+STABILITY: SURFACE MOTION
 CS0051
 CS0051  HISTORY     - Date     Condition        Report By
 CS0051  HISTORY     - 1946     MONUMENTED       CGS
 CS0051  HISTORY     - 20030920 GOOD             INDIV
 CS0051
 CS0051                          STATION DESCRIPTION
 CS0051
 CS0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0051'5.2 MI NE FROM CHISHOLM.
 CS0051'5.2 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CS0051'CHISHOLM, NEAR A FARMHOUSE, IN A GROUP OF SEVEN CEDAR TREES, 73 FEET
 CS0051'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 24 FEET NORTHEAST OF A
 CS0051'POWERLINE POLE, 23 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3
 CS0051'FEET SOUTHEAST OF A WIRE FENCE, AND 2 FEET SOUTHWEST OF A WHITE WOODEN
 CS0051'WITNESS POST.  A STANDARD DISK, STAMPED D 929 1946 AND SET IN THE TOP
 CS0051'OF A CONCRETE POST.
 CS0051
 CS0051                          STATION RECOVERY (2003)
 CS0051
 CS0051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GOE)
 CS0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0956 ***********************************************************************
 AH0956  DESIGNATION -  D 93
 AH0956  PID         -  AH0956
 AH0956  STATE/COUNTY-  TX/NUECES
 AH0956  USGS QUAD   -  BANQUETE (1979)
 AH0956
 AH0956                         *CURRENT SURVEY CONTROL
 AH0956  ___________________________________________________________________
 AH0956* NAD 83(1986)-  27 48 14.     (N)    097 47 55.     (W)     SCALED    
 AH0956* NAVD 88     -        25.259  (meters)      82.87   (feet)  ADJUSTED  
 AH0956  ___________________________________________________________________
 AH0956  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH0956  DYNAMIC HT  -          25.220 (meters)      82.74  (feet)  COMP
 AH0956  MODELED GRAV-     979,113.4   (mgal)                       NAVD 88
 AH0956
 AH0956  VERT ORDER  -  FIRST     CLASS II
 AH0956
 AH0956.The horizontal coordinates were scaled from a topographic map and have
 AH0956.an estimated accuracy of +/- 6 seconds.
 AH0956
 AH0956.The orthometric height was determined by differential leveling
 AH0956.and adjusted by the National Geodetic Survey in June 1991..
 AH0956.WARNING-Repeat measurements at this control monument indicate possible
 AH0956.vertical movement.
 AH0956
 AH0956.The geoid height was determined by GEOID03.
 AH0956
 AH0956.The dynamic height is computed by dividing the NAVD 88
 AH0956.geopotential number by the normal gravity value computed on the
 AH0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0956.degrees latitude (g = 980.6199 gals.).
 AH0956
 AH0956.The modeled gravity was interpolated from observed gravity values.
 AH0956
 AH0956;                    North         East    Units  Estimated Accuracy
 AH0956;SPC TX S     - 5,236,990.      369,110.      MT  (+/- 180 meters Scaled)
 AH0956
 AH0956                          SUPERSEDED SURVEY CONTROL
 AH0956
 AH0956  NGVD 29 (??/??/92)   25.387  (m)           83.29   (f) ADJ UNCH    1 2
 AH0956
 AH0956.Superseded values are not recommended for survey control.
 AH0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0956.See file dsdata.txt to determine how the superseded data were derived.
 AH0956
 AH0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR183760(NAD 83)
 AH0956_MARKER: DB = BENCH MARK DISK
 AH0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0956_STAMPING: D 93 1932 83.169
 AH0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0956+STABILITY: SURFACE MOTION
 AH0956
 AH0956  HISTORY     - Date     Condition        Report By
 AH0956  HISTORY     - 1932     MONUMENTED       CGS
 AH0956  HISTORY     - 1951     GOOD             NGS
 AH0956  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0956  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0956
 AH0956                          STATION DESCRIPTION
 AH0956
 AH0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0956'IN BANQUETE.
 AH0956'AT BANQUETE, 215 FEET EAST OF THE CENTER LINE OF AN ASPHALT ROAD, 44.6
 AH0956'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ASPHALT ROAD, 34.6
 AH0956'FEET NORTH OF THE NORTH RAIL OF THE TEXAS MEXICAN RAILROAD, 26 FEET
 AH0956'SOUTHEAST OF MILEPOST 137, 2.4 FEET EAST OF A WITNESS POST, 0.1 MILE
 AH0956'EAST OF THE RAILROAD FREIGHT HOUSE, SET IN THE TOP OF A CONCRETE POST
 AH0956'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AH0956
 AH0956                          STATION RECOVERY (1975)
 AH0956
 AH0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0956'MARK NOT FOUND.
 AH0956
 AH0956                          STATION RECOVERY (2001)
 AH0956
 AH0956'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 AH0956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0065 ***********************************************************************
 CS0065  DESIGNATION -  D 930
 CS0065  PID         -  CS0065
 CS0065  STATE/COUNTY-  TX/KAUFMAN
 CS0065  USGS QUAD   -  TERRELL NORTH (1962)
 CS0065
 CS0065                         *CURRENT SURVEY CONTROL
 CS0065  ___________________________________________________________________
 CS0065* NAD 83(1986)-  32 49 02.     (N)    096 21 06.     (W)     SCALED    
 CS0065* NAVD 88     -       158.198  (meters)     519.02   (feet)  ADJUSTED  
 CS0065  ___________________________________________________________________
 CS0065  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CS0065  DYNAMIC HT  -         158.024 (meters)     518.45  (feet)  COMP
 CS0065  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 CS0065
 CS0065  VERT ORDER  -  SECOND    CLASS 0
 CS0065
 CS0065.The horizontal coordinates were scaled from a topographic map and have
 CS0065.an estimated accuracy of +/- 6 seconds.
 CS0065
 CS0065.The orthometric height was determined by differential leveling
 CS0065.and adjusted by the National Geodetic Survey in June 1991..
 CS0065
 CS0065.The geoid height was determined by GEOID03.
 CS0065
 CS0065.The dynamic height is computed by dividing the NAVD 88
 CS0065.geopotential number by the normal gravity value computed on the
 CS0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0065.degrees latitude (g = 980.6199 gals.).
 CS0065
 CS0065.The modeled gravity was interpolated from observed gravity values.
 CS0065
 CS0065;                    North         East    Units  Estimated Accuracy
 CS0065;SPC TXNC     - 2,129,640.      801,140.      MT  (+/- 180 meters Scaled)
 CS0065
 CS0065                          SUPERSEDED SURVEY CONTROL
 CS0065
 CS0065  NGVD 29 (??/??/92)  158.212  (m)          519.07   (f) ADJ UNCH    2 0
 CS0065
 CS0065.Superseded values are not recommended for survey control.
 CS0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0065.See file dsdata.txt to determine how the superseded data were derived.
 CS0065
 CS0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB479341(NAD 83)
 CS0065_MARKER: DB = BENCH MARK DISK
 CS0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0065_STAMPING: D 930 1946
 CS0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0065+STABILITY: SURFACE MOTION
 CS0065
 CS0065  HISTORY     - Date     Condition        Report By
 CS0065  HISTORY     - 1946     MONUMENTED       CGS
 CS0065  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0065  HISTORY     - 19930422 MARK NOT FOUND   USPSQD
 CS0065
 CS0065                          STATION DESCRIPTION
 CS0065
 CS0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0065'7.0 MI NW FROM TERRELL.
 CS0065'7.0 MILES NORTHWEST ALONG STATE HIGHWAY 205 FROM THE POST OFFICE AT
 CS0065'TERRELL, 200 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 46
 CS0065'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTHEAST OF
 CS0065'A POWERLINE POLE, AND 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNES POST.
 CS0065'A STANDARD DISK, STAMPED D 930 1946 AND SET IN THE TOP OF A CONCRETE
 CS0065'POST.
 CS0065
 CS0065                          STATION RECOVERY (1962)
 CS0065
 CS0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0065'MARK NOT FOUND.
 CS0065
 CS0065                          STATION RECOVERY (1993)
 CS0065
 CS0065'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1588 ***********************************************************************
 CS1588  DESIGNATION -  D 931
 CS1588  PID         -  CS1588
 CS1588  STATE/COUNTY-  TX/TARRANT
 CS1588  USGS QUAD   -  HALTOM CITY (1981)
 CS1588
 CS1588                         *CURRENT SURVEY CONTROL
 CS1588  ___________________________________________________________________
 CS1588* NAD 83(1986)-  32 46 33.     (N)    097 22 03.     (W)     SCALED    
 CS1588* NAVD 88     -       180.642  (meters)     592.66   (feet)  ADJUSTED  
 CS1588  ___________________________________________________________________
 CS1588  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS1588  DYNAMIC HT  -         180.431 (meters)     591.96  (feet)  COMP
 CS1588  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 CS1588
 CS1588  VERT ORDER  -  FIRST     CLASS II
 CS1588
 CS1588.The horizontal coordinates were scaled from a topographic map and have
 CS1588.an estimated accuracy of +/- 6 seconds.
 CS1588
 CS1588.The orthometric height was determined by differential leveling
 CS1588.and adjusted by the National Geodetic Survey in June 1991..
 CS1588
 CS1588.The geoid height was determined by GEOID03.
 CS1588
 CS1588.The dynamic height is computed by dividing the NAVD 88
 CS1588.geopotential number by the normal gravity value computed on the
 CS1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1588.degrees latitude (g = 980.6199 gals.).
 CS1588
 CS1588.The modeled gravity was interpolated from observed gravity values.
 CS1588
 CS1588;                    North         East    Units  Estimated Accuracy
 CS1588;SPC TXNC     - 2,123,570.      706,090.      MT  (+/- 180 meters Scaled)
 CS1588
 CS1588                          SUPERSEDED SURVEY CONTROL
 CS1588
 CS1588  NGVD 29 (??/??/92)  180.640  (m)          592.65   (f) ADJ UNCH    1 2
 CS1588
 CS1588.Superseded values are not recommended for survey control.
 CS1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1588.See file dsdata.txt to determine how the superseded data were derived.
 CS1588
 CS1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB528276(NAD 83)
 CS1588_MARKER: DB = BENCH MARK DISK
 CS1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1588_STAMPING: D 931 1946
 CS1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1588+STABILITY: SURFACE MOTION
 CS1588
 CS1588  HISTORY     - Date     Condition        Report By
 CS1588  HISTORY     - 1946     MONUMENTED       CGS
 CS1588  HISTORY     - 1956     GOOD             NGS
 CS1588  HISTORY     - 19891111 MARK NOT FOUND   USPSQD
 CS1588  HISTORY     - 19951118 GOOD             USPSQD
 CS1588  HISTORY     - 19960427 GOOD             USPSQD
 CS1588
 CS1588                          STATION DESCRIPTION
 CS1588
 CS1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1588'IN FORT WORTH.
 CS1588'ABOUT 2.4 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH,
 CS1588'ALONG THE JACKSBORO HIGHWAY, 195 FEET NORTHWEST OF THE CENTER LINE OF
 CS1588'NORTHWEST 18TH STREET, IN THE CENTER OF THE PARKWAY OF THE JACKSBORO
 CS1588'HIGHWAY, 2 FEET NORTHWEST OF THE CURB LINE AT THE BEGINNING OF THE
 CS1588'PARKWAY.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 CS1588'FLUSH WITH THE GROUND.
 CS1588
 CS1588                          STATION RECOVERY (1956)
 CS1588
 CS1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CS1588'RECOVERED IN GOOD CONDITION.
 CS1588
 CS1588                          STATION RECOVERY (1989)
 CS1588
 CS1588'RECOVERY NOTE BY US POWER SQUADRON 1989 (GF)
 CS1588'MARK NOT FOUND.
 CS1588
 CS1588                          STATION RECOVERY (1995)
 CS1588
 CS1588'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1588'RECOVERED IN GOOD CONDITION.
 CS1588
 CS1588                          STATION RECOVERY (1996)
 CS1588
 CS1588'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1589 ***********************************************************************
 CS1589  DESIGNATION -  D 931 RESET 1956
 CS1589  PID         -  CS1589
 CS1589  STATE/COUNTY-  TX/TARRANT
 CS1589  USGS QUAD   -  HALTOM CITY (1981)
 CS1589
 CS1589                         *CURRENT SURVEY CONTROL
 CS1589  ___________________________________________________________________
 CS1589* NAD 83(1986)-  32 46 34.     (N)    097 22 03.     (W)     SCALED    
 CS1589* NAVD 88     -       182.22   (+/-2cm)     597.8    (feet)  VERTCON   
 CS1589  ___________________________________________________________________
 CS1589  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS1589
 CS1589  VERT ORDER  -  THIRD (See Below)
 CS1589
 CS1589.The horizontal coordinates were scaled from a topographic map and have
 CS1589.an estimated accuracy of +/- 6 seconds.
 CS1589
 CS1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1589.The vertical order pertains to the NGVD 29 superseded value.
 CS1589
 CS1589.The geoid height was determined by GEOID03.
 CS1589
 CS1589;                    North         East    Units  Estimated Accuracy
 CS1589;SPC TXNC     - 2,123,600.      706,090.      MT  (+/- 180 meters Scaled)
 CS1589
 CS1589                          SUPERSEDED SURVEY CONTROL
 CS1589
 CS1589  NGVD 29 (01/29/03)  182.22   (m)          597.8    (f) RESET       3  
 CS1589
 CS1589.Superseded values are not recommended for survey control.
 CS1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1589.See file dsdata.txt to determine how the superseded data were derived.
 CS1589
 CS1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB528276(NAD 83)
 CS1589_MARKER: DB = BENCH MARK DISK
 CS1589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1589_SP_SET: RETAINING WALL
 CS1589_STAMPING: D 931 RESET 1956
 CS1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1589
 CS1589  HISTORY     - Date     Condition        Report By
 CS1589  HISTORY     - 1956     MONUMENTED       CGS
 CS1589  HISTORY     - 1984     GOOD             USPSQD
 CS1589  HISTORY     - 1984     GOOD             NGS
 CS1589  HISTORY     - 19970301 GOOD             USPSQD
 CS1589
 CS1589                          STATION DESCRIPTION
 CS1589
 CS1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CS1589'2.4 MI NW FROM FORT WORTH.
 CS1589'2.4 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, ALONG THE
 CS1589'JACKSBORO HIGHWAY, ABOUT 220 FEET NORTHWEST OF THE CENTERLINE OF
 CS1589'NORTHWEST 18TH STREET, 100 FEET NORTHWEST OF THE RIO LODGE MOTEL, AND
 CS1589'50 FEET NORTHEAST OF CENTERLINE OF JACKSBORO HIGHWAY.  A STANDARD DISK
 CS1589'STAMPED D 931 RESET 1956 AND SET IN TOP OF AND 6 FEET NORTHWEST OF
 CS1589'SOUTHEAST END OF 5 FOOT CONCRETE RETAINING WALL.
 CS1589
 CS1589                          STATION RECOVERY (1984)
 CS1589
 CS1589'RECOVERY NOTE BY US POWER SQUADRON 1984 (GF)
 CS1589'RECOVERED IN GOOD CONDITION.
 CS1589
 CS1589                          STATION RECOVERY (1984)
 CS1589
 CS1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1589'RECOVERED IN GOOD CONDITION.
 CS1589
 CS1589                          STATION RECOVERY (1997)
 CS1589
 CS1589'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1706 ***********************************************************************
 CS1706  DESIGNATION -  D 932
 CS1706  PID         -  CS1706
 CS1706  STATE/COUNTY-  TX/TARRANT
 CS1706  USGS QUAD   -  HALTOM CITY (1981)
 CS1706
 CS1706                         *CURRENT SURVEY CONTROL
 CS1706  ___________________________________________________________________
 CS1706* NAD 83(1986)-  32 45 54.     (N)    097 18 06.     (W)     SCALED    
 CS1706* NAVD 88     -       168.817  (meters)     553.86   (feet)  ADJUSTED  
 CS1706  ___________________________________________________________________
 CS1706  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1706  DYNAMIC HT  -         168.619 (meters)     553.21  (feet)  COMP
 CS1706  MODELED GRAV-     979,465.2   (mgal)                       NAVD 88
 CS1706
 CS1706  VERT ORDER  -  FIRST     CLASS II
 CS1706
 CS1706.The horizontal coordinates were scaled from a topographic map and have
 CS1706.an estimated accuracy of +/- 6 seconds.
 CS1706
 CS1706.The orthometric height was determined by differential leveling
 CS1706.and adjusted by the National Geodetic Survey in June 1991..
 CS1706
 CS1706.The geoid height was determined by GEOID03.
 CS1706
 CS1706.The dynamic height is computed by dividing the NAVD 88
 CS1706.geopotential number by the normal gravity value computed on the
 CS1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1706.degrees latitude (g = 980.6199 gals.).
 CS1706
 CS1706.The modeled gravity was interpolated from observed gravity values.
 CS1706
 CS1706;                    North         East    Units  Estimated Accuracy
 CS1706;SPC TXNC     - 2,122,430.      712,270.      MT  (+/- 180 meters Scaled)
 CS1706
 CS1706                          SUPERSEDED SURVEY CONTROL
 CS1706
 CS1706  NGVD 29 (??/??/92)  168.817  (m)          553.86   (f) ADJ UNCH    1 2
 CS1706
 CS1706.Superseded values are not recommended for survey control.
 CS1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1706.See file dsdata.txt to determine how the superseded data were derived.
 CS1706
 CS1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB590265(NAD 83)
 CS1706_MARKER: DB = BENCH MARK DISK
 CS1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1706_STAMPING: D 932 1946 553.860
 CS1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1706+STABILITY: SURFACE MOTION
 CS1706
 CS1706  HISTORY     - Date     Condition        Report By
 CS1706  HISTORY     - 1946     MONUMENTED       CGS
 CS1706  HISTORY     - 1956     GOOD             NGS
 CS1706  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1706  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1706
 CS1706                          STATION DESCRIPTION
 CS1706
 CS1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1706'IN FORT WORTH.
 CS1706'ABOUT 1.9 MILES EAST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT THE
 CS1706'NORTHWEST CORNER OF THE INTERSECTION OF RIVERSIDE DRIVE AND EAST 1ST
 CS1706'STREET 48 FEET NORTH OF THE CENTERLINE OF EAST 1ST AND 20 FEET WEST OF
 CS1706'THE CENTER LINE OF RIVERSIDE, 2 FEET WEST OF THE WEST CURB OF
 CS1706'RIVERSIDE, 5 FEET EAST OF THE EAST EDGE OF THE WALK, AND 8 FEET NORTH,
 CS1706'NORTHEAST OF A FIRE PLUG.  A STANDARD DISK STAMPED D 932 1946 553.860
 CS1706'IN A CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 CS1706
 CS1706                          STATION RECOVERY (1984)
 CS1706
 CS1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1706'MARK NOT FOUND.
 CS1706
 CS1706                          STATION RECOVERY (1995)
 CS1706
 CS1706'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1563 ***********************************************************************
 CS1563  DESIGNATION -  D 933
 CS1563  PID         -  CS1563
 CS1563  STATE/COUNTY-  TX/TARRANT
 CS1563  USGS QUAD   -  FORT WORTH (1981)
 CS1563
 CS1563                         *CURRENT SURVEY CONTROL
 CS1563  ___________________________________________________________________
 CS1563* NAD 83(1986)-  32 42 48.     (N)    097 21 33.     (W)     SCALED    
 CS1563* NAVD 88     -       199.255  (meters)     653.72   (feet)  POSTED    
 CS1563  ___________________________________________________________________
 CS1563  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS1563  DYNAMIC HT  -         199.020 (meters)     652.95  (feet)  COMP
 CS1563  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 CS1563
 CS1563  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CS1563
 CS1563.The horizontal coordinates were scaled from a topographic map and have
 CS1563.an estimated accuracy of +/- 6 seconds.
 CS1563
 CS1563.The orthometric height was determined by differential leveling
 CS1563.and adjusted by the National Geodetic Survey in 1992..
 CS1563.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CS1563.rate of 0.0 thru 1.0 mm/km.
 CS1563
 CS1563.The geoid height was determined by GEOID03.
 CS1563
 CS1563.The dynamic height is computed by dividing the NAVD 88
 CS1563.geopotential number by the normal gravity value computed on the
 CS1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1563.degrees latitude (g = 980.6199 gals.).
 CS1563
 CS1563.The modeled gravity was interpolated from observed gravity values.
 CS1563
 CS1563;                    North         East    Units  Estimated Accuracy
 CS1563;SPC TXNC     - 2,116,650.      706,940.      MT  (+/- 180 meters Scaled)
 CS1563
 CS1563                          SUPERSEDED SURVEY CONTROL
 CS1563
 CS1563  NGVD 29 (??/??/92)  199.256  (m)          653.73   (f) ADJ UNCH    1 2
 CS1563
 CS1563.Superseded values are not recommended for survey control.
 CS1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1563.See file dsdata.txt to determine how the superseded data were derived.
 CS1563
 CS1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB537206(NAD 83)
 CS1563_MARKER: DB = BENCH MARK DISK
 CS1563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1563_SP_SET: WATER INLET
 CS1563_STAMPING: D 933 RESET 1962
 CS1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1563
 CS1563  HISTORY     - Date     Condition        Report By
 CS1563  HISTORY     - 1962     MONUMENTED       CGS
 CS1563  HISTORY     - 1989     GOOD             USPSQD
 CS1563  HISTORY     - 1991     GOOD             USPSQD
 CS1563  HISTORY     - 19951118 GOOD             USPSQD
 CS1563  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1563  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS1563
 CS1563                          STATION DESCRIPTION
 CS1563
 CS1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CS1563'IN FORT WORTH.
 CS1563'3.4 MILES SOUTHWEST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT THE
 CS1563'SOUTHWEST ANGLE OF THE INTERSECTION OF COCKRELL STREET AND MCPHERSON
 CS1563'AVENUE, 27 FEET WEST OF THE WEST CURB OF COCKRELL STREET, 20 FEET
 CS1563'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE NUMBER 2600, AND 10
 CS1563'INCHES SOUTH OF THE SOUTH CURB OF MCPHERSON AVENUE.  A STANDARD DISK
 CS1563'STAMPED D 933 RESET 1962, CEMENTED IN A DRILL HOLE IN THE CONCRETE
 CS1563'WATER INLET.
 CS1563
 CS1563                          STATION RECOVERY (1989)
 CS1563
 CS1563'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 CS1563'RECOVERED IN GOOD CONDITION.
 CS1563
 CS1563                          STATION RECOVERY (1991)
 CS1563
 CS1563'RECOVERY NOTE BY US POWER SQUADRON 1991 (TCS)
 CS1563'RECOVERED IN GOOD CONDITION.
 CS1563
 CS1563                          STATION RECOVERY (1995)
 CS1563
 CS1563'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1563'RECOVERED IN GOOD CONDITION.
 CS1563
 CS1563                          STATION RECOVERY (2001)
 CS1563
 CS1563'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1563'MARK NOT FOUND.
 CS1563
 CS1563                          STATION RECOVERY (2005)
 CS1563
 CS1563'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHB)
 CS1563'BELIEVED TO BE DESTROYED BY WIDENING OF STREET, NEW CURB AND WATER
 CS1563'INLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0176 ***********************************************************************
 BZ0176  DESIGNATION -  D 934
 BZ0176  PID         -  BZ0176
 BZ0176  STATE/COUNTY-  TX/FREESTONE
 BZ0176  USGS QUAD   -  LANELY (1982)
 BZ0176
 BZ0176                         *CURRENT SURVEY CONTROL
 BZ0176  ___________________________________________________________________
 BZ0176* NAD 83(1986)-  31 36 06.     (N)    096 02 30.     (W)     SCALED    
 BZ0176* NAVD 88     -       132.003  (meters)     433.08   (feet)  ADJUSTED  
 BZ0176  ___________________________________________________________________
 BZ0176  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BZ0176  DYNAMIC HT  -         131.842 (meters)     432.55  (feet)  COMP
 BZ0176  MODELED GRAV-     979,420.6   (mgal)                       NAVD 88
 BZ0176
 BZ0176  VERT ORDER  -  SECOND    CLASS 0
 BZ0176
 BZ0176.The horizontal coordinates were scaled from a topographic map and have
 BZ0176.an estimated accuracy of +/- 6 seconds.
 BZ0176
 BZ0176.The orthometric height was determined by differential leveling
 BZ0176.and adjusted by the National Geodetic Survey in June 1991..
 BZ0176
 BZ0176.The geoid height was determined by GEOID03.
 BZ0176
 BZ0176.The dynamic height is computed by dividing the NAVD 88
 BZ0176.geopotential number by the normal gravity value computed on the
 BZ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0176.degrees latitude (g = 980.6199 gals.).
 BZ0176
 BZ0176.The modeled gravity was interpolated from observed gravity values.
 BZ0176
 BZ0176;                    North         East    Units  Estimated Accuracy
 BZ0176;SPC TX C     - 3,222,360.    1,107,150.      MT  (+/- 180 meters Scaled)
 BZ0176
 BZ0176                          SUPERSEDED SURVEY CONTROL
 BZ0176
 BZ0176  NGVD 29 (??/??/92)  131.987  (m)          433.03   (f) ADJ UNCH    2 0
 BZ0176
 BZ0176.Superseded values are not recommended for survey control.
 BZ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0176.See file dsdata.txt to determine how the superseded data were derived.
 BZ0176
 BZ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA806000(NAD 83)
 BZ0176_MARKER: DB = BENCH MARK DISK
 BZ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0176_STAMPING: D 934 1948
 BZ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0176+STABILITY: SURFACE MOTION
 BZ0176
 BZ0176  HISTORY     - Date     Condition        Report By
 BZ0176  HISTORY     - 1948     MONUMENTED       CGS
 BZ0176
 BZ0176                          STATION DESCRIPTION
 BZ0176
 BZ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0176'6.0 MI E FROM DEW.
 BZ0176'5.0 MILES EAST ALONG FARM ROAD 489 FROM THE METHODIST CHURCH AT DEW,
 BZ0176'THENCE 1.0 MILE EAST ALONG THE LANELY - OAKWOOD DIRT ROAD, AT THE TOP
 BZ0176'OF A SHARP HILL, 118.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BZ0176'FARMHOUSE, 37.3 FEET NORTH OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE
 BZ0176'OF THE ROAD, 22.1 FEET NORTHWEST OF A FENCE CORNER, 13.0 FEET
 BZ0176'SOUTHEAST OF A 22 INCH ELM TREE, 1.8 FEET SOUTHEAST OF A WITNESS POST,
 BZ0176'1.2 FEET SOUTHWEST OF A WOVEN WIRE FENCE, SET IN THE TOP OF A CONCRETE
 BZ0176'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0127 ***********************************************************************
 BZ0127  DESIGNATION -  D 935
 BZ0127  PID         -  BZ0127
 BZ0127  STATE/COUNTY-  TX/LIMESTONE
 BZ0127  USGS QUAD   -  MEXIA (1982)
 BZ0127
 BZ0127                         *CURRENT SURVEY CONTROL
 BZ0127  ___________________________________________________________________
 BZ0127* NAD 83(1986)-  31 38 11.     (N)    096 25 28.     (W)     SCALED    
 BZ0127* NAVD 88     -       164.64   (+/-2cm)     540.2    (feet)  VERTCON   
 BZ0127  ___________________________________________________________________
 BZ0127  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0127
 BZ0127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0127
 BZ0127.The horizontal coordinates were scaled from a topographic map and have
 BZ0127.an estimated accuracy of +/- 6 seconds.
 BZ0127
 BZ0127.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0127.The vertical order pertains to the NGVD 29 superseded value.
 BZ0127
 BZ0127.The geoid height was determined by GEOID03.
 BZ0127
 BZ0127;                    North         East    Units  Estimated Accuracy
 BZ0127;SPC TX C     - 3,224,870.    1,070,720.      MT  (+/- 180 meters Scaled)
 BZ0127
 BZ0127                          SUPERSEDED SURVEY CONTROL
 BZ0127
 BZ0127  NGVD 29 (??/??/92)  164.617  (m)          540.08   (f) ADJ UNCH    2 0
 BZ0127
 BZ0127.Superseded values are not recommended for survey control.
 BZ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0127.See file dsdata.txt to determine how the superseded data were derived.
 BZ0127
 BZ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA442030(NAD 83)
 BZ0127_MARKER: DB = BENCH MARK DISK
 BZ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0127_STAMPING: D 935 1948
 BZ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0127+STABILITY: SURFACE MOTION
 BZ0127
 BZ0127  HISTORY     - Date     Condition        Report By
 BZ0127  HISTORY     - 1948     MONUMENTED       CGS
 BZ0127  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0127
 BZ0127                          STATION DESCRIPTION
 BZ0127
 BZ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0127'5.3 MI SE FROM MEXIA.
 BZ0127'0.5 MILE EAST ALONG COMMERCE STREET FROM THE TEXAS AND NEW ORLEANS
 BZ0127'RAILROAD STATION AT MEXIA, THENCE 4.8 MILES SOUTHEAST ALONG ROSS
 BZ0127'STREET AND THE MEXIA-TEAGUE ROAD, 129.0 FEET NORTHWEST OF THE
 BZ0127'NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 20.4 FEET NORTH AND
 BZ0127'1.0 FOOT BELOW THE CENTER OF THE ROAD, 16.3 FEET WEST OF THE CENTER OF
 BZ0127'A WIRE GATE AND A FIELD ENTRANCE, 1.6 FEET EAST OF A WITNESS POST, 1.0
 BZ0127'FOOT SOUTH OF A BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST
 BZ0127'WHICH PROJECTS 0.3 FOOT ABOVE GROUND.
 BZ0127
 BZ0127                          STATION RECOVERY (2002)
 BZ0127
 BZ0127'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BZ0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0106 ***********************************************************************
 BZ0106  DESIGNATION -  D 936
 BZ0106  PID         -  BZ0106
 BZ0106  STATE/COUNTY-  TX/FREESTONE
 BZ0106  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0106
 BZ0106                         *CURRENT SURVEY CONTROL
 BZ0106  ___________________________________________________________________
 BZ0106* NAD 83(1986)-  31 43 13.     (N)    096 19 55.     (W)     SCALED    
 BZ0106* NAVD 88     -       153.969  (meters)     505.15   (feet)  ADJUSTED  
 BZ0106  ___________________________________________________________________
 BZ0106  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ0106  DYNAMIC HT  -         153.786 (meters)     504.55  (feet)  COMP
 BZ0106  MODELED GRAV-     979,448.4   (mgal)                       NAVD 88
 BZ0106
 BZ0106  VERT ORDER  -  SECOND    CLASS 0
 BZ0106
 BZ0106.The horizontal coordinates were scaled from a topographic map and have
 BZ0106.an estimated accuracy of +/- 6 seconds.
 BZ0106
 BZ0106.The orthometric height was determined by differential leveling
 BZ0106.and adjusted by the National Geodetic Survey in June 1991..
 BZ0106
 BZ0106.The geoid height was determined by GEOID03.
 BZ0106
 BZ0106.The dynamic height is computed by dividing the NAVD 88
 BZ0106.geopotential number by the normal gravity value computed on the
 BZ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0106.degrees latitude (g = 980.6199 gals.).
 BZ0106
 BZ0106.The modeled gravity was interpolated from observed gravity values.
 BZ0106
 BZ0106;                    North         East    Units  Estimated Accuracy
 BZ0106;SPC TX C     - 3,234,480.    1,079,150.      MT  (+/- 180 meters Scaled)
 BZ0106
 BZ0106                          SUPERSEDED SURVEY CONTROL
 BZ0106
 BZ0106  NGVD 29 (??/??/92)  153.955  (m)          505.10   (f) ADJ UNCH    2 0
 BZ0106
 BZ0106.Superseded values are not recommended for survey control.
 BZ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0106.See file dsdata.txt to determine how the superseded data were derived.
 BZ0106
 BZ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA528125(NAD 83)
 BZ0106_MARKER: DB = BENCH MARK DISK
 BZ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0106_STAMPING: D 936 1948
 BZ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0106+STABILITY: SURFACE MOTION
 BZ0106
 BZ0106  HISTORY     - Date     Condition        Report By
 BZ0106  HISTORY     - 1948     MONUMENTED       CGS
 BZ0106  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0106
 BZ0106                          STATION DESCRIPTION
 BZ0106
 BZ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0106'3.1 MI S FROM KIRVIN.
 BZ0106'0.65 MILE SOUTH ALONG SPUR HIGHWAY 156 FROM THE RAILROAD STATION AT
 BZ0106'KIRVIN, THENCE 2.45 MILES SOUTH ALONG A GRADED DIRT ROAD, 275.0 FEET
 BZ0106'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 42.9 FEET EAST OF
 BZ0106'AND 2.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, AT THE NORTHWEST
 BZ0106'CORNER OF A PASTURE, 16.0 FEET NORTH OF THE CENTER LINE OF A TRAIL
 BZ0106'LEADING EAST, 8.1 FEET EAST OF A FENCE CORNER POST, 1.7 FEET WEST OF A
 BZ0106'WITNESS POST, 1.0 FOOT SOUTH OF A BARBED WIRE FENCE, SET IN THE TOP OF
 BZ0106'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BZ0106
 BZ0106                          STATION RECOVERY (2002)
 BZ0106
 BZ0106'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0106'HIGH PRESSURE UNDERGROUND LIQUID PETROLEUM GAS LINE PLACED IN AREA
 BZ0106'DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0064 ***********************************************************************
 BZ0064  DESIGNATION -  D 937
 BZ0064  PID         -  BZ0064
 BZ0064  STATE/COUNTY-  TX/FREESTONE
 BZ0064  USGS QUAD   -  WORTHAM (1982)
 BZ0064
 BZ0064                         *CURRENT SURVEY CONTROL
 BZ0064  ___________________________________________________________________
 BZ0064* NAD 83(1986)-  31 47 29.     (N)    096 27 41.     (W)     SCALED    
 BZ0064* NAVD 88     -       144.366  (meters)     473.64   (feet)  ADJUSTED  
 BZ0064  ___________________________________________________________________
 BZ0064  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ0064  DYNAMIC HT  -         144.196 (meters)     473.08  (feet)  COMP
 BZ0064  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 BZ0064
 BZ0064  VERT ORDER  -  SECOND    CLASS 0
 BZ0064
 BZ0064.The horizontal coordinates were scaled from a topographic map and have
 BZ0064.an estimated accuracy of +/- 6 seconds.
 BZ0064
 BZ0064.The orthometric height was determined by differential leveling
 BZ0064.and adjusted by the National Geodetic Survey in June 1991..
 BZ0064
 BZ0064.The geoid height was determined by GEOID03.
 BZ0064
 BZ0064.The dynamic height is computed by dividing the NAVD 88
 BZ0064.geopotential number by the normal gravity value computed on the
 BZ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0064.degrees latitude (g = 980.6199 gals.).
 BZ0064
 BZ0064.The modeled gravity was interpolated from observed gravity values.
 BZ0064
 BZ0064;                    North         East    Units  Estimated Accuracy
 BZ0064;SPC TX C     - 3,241,930.    1,066,620.      MT  (+/- 180 meters Scaled)
 BZ0064
 BZ0064                          SUPERSEDED SURVEY CONTROL
 BZ0064
 BZ0064  NGVD 29 (??/??/92)  144.349  (m)          473.58   (f) ADJ UNCH    2 0
 BZ0064
 BZ0064.Superseded values are not recommended for survey control.
 BZ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0064.See file dsdata.txt to determine how the superseded data were derived.
 BZ0064
 BZ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA403201(NAD 83)
 BZ0064_MARKER: DB = BENCH MARK DISK
 BZ0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0064_SP_SET: FOOTING
 BZ0064_STAMPING: D 937 1948
 BZ0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0064
 BZ0064  HISTORY     - Date     Condition        Report By
 BZ0064  HISTORY     - 1948     MONUMENTED       CGS
 BZ0064  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0064
 BZ0064                          STATION DESCRIPTION
 BZ0064
 BZ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0064'IN WORTHAM.
 BZ0064'AT WORTHAM, 0.1 MILE EAST OF STATE HIGHWAY NO.14, 0.1 MILE NORTH OF
 BZ0064'FARM HIGHWAY NO.27, IN THE TOP AND AT THE WEST CORNER OF THE CONCRETE
 BZ0064'FOOTING FOR THE NORTHWEST LEG OF THE CITY WATER TOWER AND SET IN A
 BZ0064'DRILL HOLE.
 BZ0064
 BZ0064                          STATION RECOVERY (2002)
 BZ0064
 BZ0064'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 BZ0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0072 ***********************************************************************
 BZ0072  DESIGNATION -  D 938
 BZ0072  PID         -  BZ0072
 BZ0072  STATE/COUNTY-  TX/NAVARRO
 BZ0072  USGS QUAD   -  RICHLAND (1978)
 BZ0072
 BZ0072                         *CURRENT SURVEY CONTROL
 BZ0072  ___________________________________________________________________
 BZ0072* NAD 83(1986)-  31 55 28.     (N)    096 24 54.     (W)     SCALED    
 BZ0072* NAVD 88     -       104.893  (meters)     344.14   (feet)  ADJUSTED  
 BZ0072  ___________________________________________________________________
 BZ0072  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 BZ0072  DYNAMIC HT  -         104.770 (meters)     343.73  (feet)  COMP
 BZ0072  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 BZ0072
 BZ0072  VERT ORDER  -  SECOND    CLASS 0
 BZ0072
 BZ0072.The horizontal coordinates were scaled from a topographic map and have
 BZ0072.an estimated accuracy of +/- 6 seconds.
 BZ0072
 BZ0072.The orthometric height was determined by differential leveling
 BZ0072.and adjusted by the National Geodetic Survey in June 1991..
 BZ0072
 BZ0072.The geoid height was determined by GEOID03.
 BZ0072
 BZ0072.The dynamic height is computed by dividing the NAVD 88
 BZ0072.geopotential number by the normal gravity value computed on the
 BZ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0072.degrees latitude (g = 980.6199 gals.).
 BZ0072
 BZ0072.The modeled gravity was interpolated from observed gravity values.
 BZ0072
 BZ0072;                    North         East    Units  Estimated Accuracy
 BZ0072;SPC TXNC     - 2,030,540.      797,180.      MT  (+/- 180 meters Scaled)
 BZ0072
 BZ0072                          SUPERSEDED SURVEY CONTROL
 BZ0072
 BZ0072  NGVD 29 (??/??/92)  104.880  (m)          344.09   (f) ADJ UNCH    2 0
 BZ0072
 BZ0072.Superseded values are not recommended for survey control.
 BZ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0072.See file dsdata.txt to determine how the superseded data were derived.
 BZ0072
 BZ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA444349(NAD 83)
 BZ0072_MARKER: DB = BENCH MARK DISK
 BZ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0072_STAMPING: D 938 1948
 BZ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0072+STABILITY: SURFACE MOTION
 BZ0072
 BZ0072  HISTORY     - Date     Condition        Report By
 BZ0072  HISTORY     - 1948     MONUMENTED       CGS
 BZ0072  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0072
 BZ0072                          STATION DESCRIPTION
 BZ0072
 BZ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0072'0.75 MI SE FROM RICHLAND.
 BZ0072'0.75 MILE SOUTHEAST ALONG U.S. HIGHWAY NO.75 FROM THE JUNCTION WITH
 BZ0072'STATE HIGHWAY NO.14 AT RICHLAND, 400.0 FEET EAST OF THE MOST NORTHERLY
 BZ0072'OF A GROUP OF FOUR OIL WELLS, 177.2 FEET SOUTHEAST OF A GAS LINE
 BZ0072'CROSSING THE HIGHWAY, 52.0 FEET SOUTHWEST OF THE CENTER OF THE
 BZ0072'HIGHWAY, 1.7 FEET SOUTHEAST OF A WITNESS POST, 1.2 FEET NORTHEAST OF A
 BZ0072'BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0072'0.2 FOOT ABOVE GROUND.
 BZ0072
 BZ0072                          STATION RECOVERY (2002)
 BZ0072
 BZ0072'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BZ0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0797 ***********************************************************************
 CR0797  DESIGNATION -  D 939
 CR0797  PID         -  CR0797
 CR0797  STATE/COUNTY-  TX/WOOD
 CR0797  USGS QUAD   -  GOLDEN (1981)
 CR0797
 CR0797                         *CURRENT SURVEY CONTROL
 CR0797  ___________________________________________________________________
 CR0797* NAD 83(1986)-  32 40 22.     (N)    095 30 37.     (W)     SCALED    
 CR0797* NAVD 88     -       123.352  (meters)     404.70   (feet)  ADJUSTED  
 CR0797  ___________________________________________________________________
 CR0797  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR0797  DYNAMIC HT  -         123.212 (meters)     404.24  (feet)  COMP
 CR0797  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 CR0797
 CR0797  VERT ORDER  -  FIRST     CLASS II
 CR0797
 CR0797.This mark is at Mineola Wisener Fld (3F9) Airport (3F9)
 CR0797
 CR0797.The horizontal coordinates were scaled from a topographic map and have
 CR0797.an estimated accuracy of +/- 6 seconds.
 CR0797
 CR0797.The orthometric height was determined by differential leveling
 CR0797.and adjusted by the National Geodetic Survey in June 1991..
 CR0797
 CR0797.The geoid height was determined by GEOID03.
 CR0797
 CR0797.The dynamic height is computed by dividing the NAVD 88
 CR0797.geopotential number by the normal gravity value computed on the
 CR0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0797.degrees latitude (g = 980.6199 gals.).
 CR0797
 CR0797.The modeled gravity was interpolated from observed gravity values.
 CR0797
 CR0797;                    North         East    Units  Estimated Accuracy
 CR0797;SPC TXNC     - 2,115,560.      880,360.      MT  (+/- 180 meters Scaled)
 CR0797
 CR0797                          SUPERSEDED SURVEY CONTROL
 CR0797
 CR0797  NGVD 29 (??/??/92)  123.380  (m)          404.79   (f) ADJ UNCH    1 2
 CR0797
 CR0797.Superseded values are not recommended for survey control.
 CR0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0797.See file dsdata.txt to determine how the superseded data were derived.
 CR0797
 CR0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS646177(NAD 83)
 CR0797_MARKER: DB = BENCH MARK DISK
 CR0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0797_STAMPING: D 939 1948
 CR0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0797+STABILITY: SURFACE MOTION
 CR0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0797+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0797
 CR0797  HISTORY     - Date     Condition        Report By
 CR0797  HISTORY     - 1948     MONUMENTED       CGS
 CR0797  HISTORY     - 1959     GOOD             NGS
 CR0797  HISTORY     - 19950807 GOOD             USPSQD
 CR0797  HISTORY     - 20040605 GOOD             USPSQD
 CR0797  HISTORY     - 20050711 GOOD             USPSQD
 CR0797
 CR0797                          STATION DESCRIPTION
 CR0797
 CR0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0797'1.6 MI NW FROM MINEOLA.
 CR0797'ABOUT 0.9 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0797'STATION AT MINEOLA, THENCE ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 80,
 CR0797'THENCE ABOUT 0.3 MILE NORTH ALONG FRANCIS STREET, THENCE ABOUT 0.05
 CR0797'MILE WEST ALONG COUNTRY CLUB ROAD, AT THE WISENER AIRPORT, 251 FEET
 CR0797'NORTH OF THE CENTER LINE OF THE ROAD, 188.3 FEET SOUTH OF BENCH MARK E
 CR0797'939, 88 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE METAL BUILDING,
 CR0797'39 FEET WEST-NORTHWEST OF THE NORTHWEST LEG OF A LIGHT BEACON TOWER, 1
 CR0797'FOOT WEST OF THE NORTHWEST CORNER OF A SMALL WOODEN BUILDING, AND IN
 CR0797'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CR0797
 CR0797                          STATION RECOVERY (1995)
 CR0797
 CR0797'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0797'RECOVERED IN GOOD CONDITION.
 CR0797
 CR0797                          STATION RECOVERY (2004)
 CR0797
 CR0797'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0797'RECOVERED IN GOOD CONDITION.
 CR0797
 CR0797                          STATION RECOVERY (2005)
 CR0797
 CR0797'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0468 ***********************************************************************
 AJ0468  DESIGNATION -  D 94
 AJ0468  PID         -  AJ0468
 AJ0468  STATE/COUNTY-  TX/DUVAL
 AJ0468  USGS QUAD   -  REALITOS (1967)
 AJ0468
 AJ0468                         *CURRENT SURVEY CONTROL
 AJ0468  ___________________________________________________________________
 AJ0468* NAD 83(1986)-  27 26 53.     (N)    098 31 35.     (W)     SCALED    
 AJ0468* NAVD 88     -       134.517  (meters)     441.33   (feet)  ADJUSTED  
 AJ0468  ___________________________________________________________________
 AJ0468  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AJ0468  DYNAMIC HT  -         134.304 (meters)     440.63  (feet)  COMP
 AJ0468  MODELED GRAV-     979,058.6   (mgal)                       NAVD 88
 AJ0468
 AJ0468  VERT ORDER  -  FIRST     CLASS II
 AJ0468
 AJ0468.The horizontal coordinates were scaled from a topographic map and have
 AJ0468.an estimated accuracy of +/- 6 seconds.
 AJ0468
 AJ0468.The orthometric height was determined by differential leveling
 AJ0468.and adjusted by the National Geodetic Survey in June 1991..
 AJ0468
 AJ0468.The geoid height was determined by GEOID03.
 AJ0468
 AJ0468.The dynamic height is computed by dividing the NAVD 88
 AJ0468.geopotential number by the normal gravity value computed on the
 AJ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0468.degrees latitude (g = 980.6199 gals.).
 AJ0468
 AJ0468.The modeled gravity was interpolated from observed gravity values.
 AJ0468
 AJ0468;                    North         East    Units  Estimated Accuracy
 AJ0468;SPC TX S     - 5,197,370.      297,390.      MT  (+/- 180 meters Scaled)
 AJ0468
 AJ0468                          SUPERSEDED SURVEY CONTROL
 AJ0468
 AJ0468  NGVD 29 (??/??/92)  134.588  (m)          441.56   (f) ADJ UNCH    1 2
 AJ0468
 AJ0468.Superseded values are not recommended for survey control.
 AJ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0468.See file dsdata.txt to determine how the superseded data were derived.
 AJ0468
 AJ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR468361(NAD 83)
 AJ0468_MARKER: DB = BENCH MARK DISK
 AJ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0468_STAMPING: D 94 1933
 AJ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0468+STABILITY: SURFACE MOTION
 AJ0468
 AJ0468  HISTORY     - Date     Condition        Report By
 AJ0468  HISTORY     - 1933     MONUMENTED       CGS
 AJ0468  HISTORY     - 1942     GOOD             NGS
 AJ0468  HISTORY     - 1967     GOOD             USGS
 AJ0468
 AJ0468                          STATION DESCRIPTION
 AJ0468
 AJ0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0468'0.2 MI E FROM REALITOS.
 AJ0468'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT REALITOS--
 AJ0468'PROCEED 0.2 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD TO THE SITE
 AJ0468'OF THE BENCH MARK.  BENCH MARK IS 4.0 FEET NORTH OF A TELEPHONE POLE
 AJ0468'ACROSS THE TRACKS FROM MILE POLE NO.77, 35.0 FEET SOUTH OF THE
 AJ0468'CENTERLINE OF THE TRACKS AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AJ0468'POST.  A STD. DISK SET IN CONCRETE POST PROJECTING 0.3 FOOT. NOTE--
 AJ0468'STA. IS DEST.
 AJ0468
 AJ0468                          STATION RECOVERY (1967)
 AJ0468
 AJ0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AJ0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1891 ***********************************************************************
 CS1891  DESIGNATION -  D 941
 CS1891  PID         -  CS1891
 CS1891  STATE/COUNTY-  TX/TARRANT
 CS1891  USGS QUAD   -  GRAPEVINE (1981)
 CS1891
 CS1891                         *CURRENT SURVEY CONTROL
 CS1891  ___________________________________________________________________
 CS1891* NAD 83(1986)-  32 56 27.     (N)    097 05 38.     (W)     SCALED    
 CS1891* NAVD 88     -       192.714  (meters)     632.26   (feet)  ADJUSTED  
 CS1891  ___________________________________________________________________
 CS1891  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CS1891  DYNAMIC HT  -         192.491 (meters)     631.53  (feet)  COMP
 CS1891  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 CS1891
 CS1891  VERT ORDER  -  SECOND    CLASS 0
 CS1891
 CS1891.The horizontal coordinates were scaled from a topographic map and have
 CS1891.an estimated accuracy of +/- 6 seconds.
 CS1891
 CS1891.The orthometric height was determined by differential leveling
 CS1891.and adjusted by the National Geodetic Survey in June 1991..
 CS1891
 CS1891.The geoid height was determined by GEOID03.
 CS1891
 CS1891.The dynamic height is computed by dividing the NAVD 88
 CS1891.geopotential number by the normal gravity value computed on the
 CS1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1891.degrees latitude (g = 980.6199 gals.).
 CS1891
 CS1891.The modeled gravity was interpolated from observed gravity values.
 CS1891
 CS1891;                    North         East    Units  Estimated Accuracy
 CS1891;SPC TXNC     - 2,142,170.      731,470.      MT  (+/- 180 meters Scaled)
 CS1891
 CS1891                          SUPERSEDED SURVEY CONTROL
 CS1891
 CS1891  NGVD 29 (??/??/92)  192.694  (m)          632.20   (f) ADJ UNCH    2 0
 CS1891
 CS1891.Superseded values are not recommended for survey control.
 CS1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1891.See file dsdata.txt to determine how the superseded data were derived.
 CS1891
 CS1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB781463(NAD 83)
 CS1891_MARKER: DB = BENCH MARK DISK
 CS1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1891_STAMPING: D 941 1946
 CS1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1891+STABILITY: SURFACE MOTION
 CS1891
 CS1891  HISTORY     - Date     Condition        Report By
 CS1891  HISTORY     - 1946     MONUMENTED       CGS
 CS1891  HISTORY     - 1959     GOOD             NGS
 CS1891  HISTORY     - 1990     POOR             USPSQD
 CS1891
 CS1891                          STATION DESCRIPTION
 CS1891
 CS1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1891'0.9 MI W FROM GRAPEVINE.
 CS1891'0.2 MILE NORTH ALONG MAIN STREET FROM THE FIRST NATIONAL BANK AT
 CS1891'GRAPEVINE, THENCE 0.9 MILE WEST ALONG STATE HIGHWAY 114, AT THE
 CS1891'JUNCTION OF A PRIVATE ROAD LEADING NORTH, 49.4 FEET NORTH OF THE
 CS1891'CENTERLINE OF THE HIGHWAY, 29 FEET WEST OF THE CENTERLINE OF THE
 CS1891'PRIVATE ROAD, 31.4 FEET SOUTHWEST OF THE WEST END OF A BOARD GATE, 3
 CS1891'FEET EAST OF A FENCE CORNER, 1 FOOT WEST OF A WHITE WITNESS POST, AND
 CS1891'LEVEL WITH THE HIGHWAY.  A STANDARD DISK STAMPED D 941 1946 AND SET IN
 CS1891'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 CS1891
 CS1891                          STATION RECOVERY (1990)
 CS1891
 CS1891'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 CS1891'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1947 ***********************************************************************
 CS1947  DESIGNATION -  D 942
 CS1947  PID         -  CS1947
 CS1947  STATE/COUNTY-  TX/TARRANT
 CS1947  USGS QUAD   -  HURST (1981)
 CS1947
 CS1947                         *CURRENT SURVEY CONTROL
 CS1947  ___________________________________________________________________
 CS1947* NAD 83(1986)-  32 50 38.     (N)    097 15 00.     (W)     SCALED    
 CS1947* NAVD 88     -       180.464  (meters)     592.07   (feet)  ADJUSTED  
 CS1947  ___________________________________________________________________
 CS1947  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS1947  DYNAMIC HT  -         180.253 (meters)     591.38  (feet)  COMP
 CS1947  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 CS1947
 CS1947  VERT ORDER  -  SECOND    CLASS 0
 CS1947
 CS1947.The horizontal coordinates were scaled from a topographic map and have
 CS1947.an estimated accuracy of +/- 6 seconds.
 CS1947
 CS1947.The orthometric height was determined by differential leveling
 CS1947.and adjusted by the National Geodetic Survey in June 1991..
 CS1947
 CS1947.The geoid height was determined by GEOID03.
 CS1947
 CS1947.The dynamic height is computed by dividing the NAVD 88
 CS1947.geopotential number by the normal gravity value computed on the
 CS1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1947.degrees latitude (g = 980.6199 gals.).
 CS1947
 CS1947.The modeled gravity was interpolated from observed gravity values.
 CS1947
 CS1947;                    North         East    Units  Estimated Accuracy
 CS1947;SPC TXNC     - 2,131,240.      717,010.      MT  (+/- 180 meters Scaled)
 CS1947
 CS1947                          SUPERSEDED SURVEY CONTROL
 CS1947
 CS1947  NGVD 29 (??/??/92)  180.454  (m)          592.04   (f) ADJ UNCH    2 0
 CS1947
 CS1947.Superseded values are not recommended for survey control.
 CS1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1947.See file dsdata.txt to determine how the superseded data were derived.
 CS1947
 CS1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB637353(NAD 83)
 CS1947_MARKER: DB = BENCH MARK DISK
 CS1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1947_STAMPING: D 942 1946
 CS1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1947+STABILITY: SURFACE MOTION
 CS1947
 CS1947  HISTORY     - Date     Condition        Report By
 CS1947  HISTORY     - 1946     MONUMENTED       CGS
 CS1947  HISTORY     - 1957     GOOD             NGS
 CS1947  HISTORY     - 1991     GOOD             USPSQD
 CS1947  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1947
 CS1947                          STATION DESCRIPTION
 CS1947
 CS1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1947'1.5 MI SE FROM WATAUGA.
 CS1947'ABOUT 10.0 MILES NORTHEAST ALONG THE ST LOUIS AND SOUTHWESTERN RAILWAY
 CS1947'FROM THE STATION AT FORT WORTH, ABOUT 1.5 MILE AIRLINE SOUTHEAST OF
 CS1947'WATAUGA, A SMALL TOWN ON U.S. HIGHWAY NO. 377, NEAR THE EAST END OF A
 CS1947'LONG RAILROAD FILL AND NEAR THE SOUTHEAST END OF A CUT. IT IS NEAR TWO
 CS1947'SURFACE TANKS AND A PRIVATE ROAD CROSSING, 48.5 FEET NORTHWEST OF AND
 CS1947'ABOUT LEVEL WITH THE CENTERLINE OF THE TRACKS AND 29 FEET NORTHEAST OF
 CS1947'THE NORTHEAST END OF A BOARD GATE IN THE RIGHT-OF-WAY FENCE. A
 CS1947'STANDARD DISK STAMPED D 942 1946 IN A CONCRETE POST PROJECTING ABOUT 4
 CS1947'INCHES.  NOTE-- TO REACH FROM U.S. HIGHWAY 377 IN WATAUGA. GO EAST ON
 CS1947'THE SECTIONLINE ROAD 01.5 MILES TO THE CROSS ROADS. THEN TURN RIGHT
 CS1947'AND GO SOUTH 0.5 MILE TO THE RAILROAD. CONTINUE SOUTH 0.5 MILE. THEN
 CS1947'TURN RIGHT AND GO WEST ON A NARROW ROAD 0.3 MILE TO A FARM YARD AND A
 CS1947'BOARD GATE.  THEN CONTINUE WEST 0.3 MILE TO THE TRACKS AND THE MARK AS
 CS1947'DESCRIBED.
 CS1947
 CS1947                          STATION RECOVERY (1991)
 CS1947
 CS1947'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWM)
 CS1947'RECOVERED IN GOOD CONDITION.
 CS1947
 CS1947                          STATION RECOVERY (1997)
 CS1947
 CS1947'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1921 ***********************************************************************
 CS1921  DESIGNATION -  D 943
 CS1921  PID         -  CS1921
 CS1921  STATE/COUNTY-  TX/TARRANT
 CS1921  USGS QUAD   -  KELLER (1981)
 CS1921
 CS1921                         *CURRENT SURVEY CONTROL
 CS1921  ___________________________________________________________________
 CS1921* NAD 83(1986)-  32 55 43.     (N)    097 15 15.     (W)     SCALED    
 CS1921* NAVD 88     -       208.065  (meters)     682.63   (feet)  ADJUSTED  
 CS1921  ___________________________________________________________________
 CS1921  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS1921  DYNAMIC HT  -         207.822 (meters)     681.83  (feet)  COMP
 CS1921  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 CS1921
 CS1921  VERT ORDER  -  SECOND    CLASS 0
 CS1921
 CS1921.The horizontal coordinates were scaled from a topographic map and have
 CS1921.an estimated accuracy of +/- 6 seconds.
 CS1921
 CS1921.The orthometric height was determined by differential leveling
 CS1921.and adjusted by the National Geodetic Survey in June 1991..
 CS1921
 CS1921.The geoid height was determined by GEOID03.
 CS1921
 CS1921.The dynamic height is computed by dividing the NAVD 88
 CS1921.geopotential number by the normal gravity value computed on the
 CS1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1921.degrees latitude (g = 980.6199 gals.).
 CS1921
 CS1921.The modeled gravity was interpolated from observed gravity values.
 CS1921
 CS1921;                    North         East    Units  Estimated Accuracy
 CS1921;SPC TXNC     - 2,140,630.      716,500.      MT  (+/- 180 meters Scaled)
 CS1921
 CS1921                          SUPERSEDED SURVEY CONTROL
 CS1921
 CS1921  NGVD 29 (??/??/92)  208.053  (m)          682.59   (f) ADJ UNCH    2 0
 CS1921
 CS1921.Superseded values are not recommended for survey control.
 CS1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1921.See file dsdata.txt to determine how the superseded data were derived.
 CS1921
 CS1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB632447(NAD 83)
 CS1921_MARKER: DB = BENCH MARK DISK
 CS1921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1921_SP_SET: ABUTMENT
 CS1921_STAMPING: D 943 1946
 CS1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1921
 CS1921  HISTORY     - Date     Condition        Report By
 CS1921  HISTORY     - 1946     MONUMENTED       CGS
 CS1921  HISTORY     - 1962     GOOD             NGS
 CS1921  HISTORY     - 1990     GOOD             USPSQD
 CS1921  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1921
 CS1921                          STATION DESCRIPTION
 CS1921
 CS1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1921'0.4 MI S FROM KELLER.
 CS1921'ABOUT 0.4 MILE SOUTH ALONG U.S. HIGHWAY 377 FROM THE FIRST BAPTIST
 CS1921'CHURCH AT KELLER, TARRANT COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF
 CS1921'THE WEST END OF THE SOUTH ABUTMENT, 22 FEET WEST OF THE CENTERLINE OF
 CS1921'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 CS1921'DISK, STAMPED D 943 1946.
 CS1921
 CS1921                          STATION RECOVERY (1990)
 CS1921
 CS1921'RECOVERY NOTE BY US POWER SQUADRON 1990 (LTS)
 CS1921'RECOVERED IN GOOD CONDITION.
 CS1921
 CS1921                          STATION RECOVERY (1995)
 CS1921
 CS1921'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1985 ***********************************************************************
 CS1985  DESIGNATION -  D 944
 CS1985  PID         -  CS1985
 CS1985  STATE/COUNTY-  TX/DALLAS
 CS1985  USGS QUAD   -  EULESS (1981)
 CS1985
 CS1985                         *CURRENT SURVEY CONTROL
 CS1985  ___________________________________________________________________
 CS1985* NAD 83(1986)-  32 50 13.     (N)    097 00 33.     (W)     SCALED    
 CS1985* NAVD 88     -       168.593  (meters)     553.13   (feet)  ADJUSTED  
 CS1985  ___________________________________________________________________
 CS1985  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CS1985  DYNAMIC HT  -         168.400 (meters)     552.49  (feet)  COMP
 CS1985  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 CS1985
 CS1985  VERT ORDER  -  SECOND    CLASS 0
 CS1985
 CS1985.The horizontal coordinates were scaled from a topographic map and have
 CS1985.an estimated accuracy of +/- 6 seconds.
 CS1985
 CS1985.The orthometric height was determined by differential leveling
 CS1985.and adjusted by the National Geodetic Survey in June 1991..
 CS1985
 CS1985.The geoid height was determined by GEOID03.
 CS1985
 CS1985.The dynamic height is computed by dividing the NAVD 88
 CS1985.geopotential number by the normal gravity value computed on the
 CS1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1985.degrees latitude (g = 980.6199 gals.).
 CS1985
 CS1985.The modeled gravity was interpolated from observed gravity values.
 CS1985
 CS1985;                    North         East    Units  Estimated Accuracy
 CS1985;SPC TXNC     - 2,130,760.      739,560.      MT  (+/- 180 meters Scaled)
 CS1985
 CS1985                          SUPERSEDED SURVEY CONTROL
 CS1985
 CS1985  NGVD 29 (??/??/92)  168.608  (m)          553.17   (f) ADJ UNCH    2 0
 CS1985
 CS1985.Superseded values are not recommended for survey control.
 CS1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1985.See file dsdata.txt to determine how the superseded data were derived.
 CS1985
 CS1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB863349(NAD 83)
 CS1985_MARKER: DB = BENCH MARK DISK
 CS1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1985_STAMPING: D 944 1946
 CS1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1985+STABILITY: SURFACE MOTION
 CS1985
 CS1985  HISTORY     - Date     Condition        Report By
 CS1985  HISTORY     - 1946     MONUMENTED       CGS
 CS1985  HISTORY     - 1957     GOOD             NGS
 CS1985  HISTORY     - 20010730 MARK NOT FOUND   NGS
 CS1985
 CS1985                          STATION DESCRIPTION
 CS1985
 CS1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1985'4.2 MI E FROM EULESS.
 CS1985'IN DALLAS COUNTY, 4.5 MILES EAST ALONG STATE HIGHWAY 183 FROM THE MAIN
 CS1985'CROSSROADS AT EULESS, TARRANT COUNTY, AT A GRAVEL-ROAD INTERSECTION,
 CS1985'AT THE NORTHEAST CORNER OF THE INTERSECTION (ALLENS SERVICE STATION IS
 CS1985'IN THE SOUTHWEST CORNER OF THE INTERSECTION), 59 FEET NORTH OF THE
 CS1985'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, 58.5 FEET EAST OF THE
 CS1985'CENTERLINE OF THE GRAVEL ROAD, 29 FEET EAST OF A FENCE CORNER, 1 FOOT
 CS1985'SOUTH OF THE FENCE, AND 1 FOOT WEST OF A WHITE WOODEN WITNESS POST. A
 CS1985'STANDARD DISK, STAMPED D 944 1946 AND SET IN THE TOP OF A CONCRETE
 CS1985'POST PROJECTING 1 INCH ABOVE GROUND.  NOTE-- IT IS AT THE INTERSECTION
 CS1985'OF HIGHWAY NO.183 AND ESTERS ROAD AND IS 5 FEET EAST OF THE EAST POST
 CS1985'OF A GATE.
 CS1985
 CS1985                          STATION RECOVERY (2001)
 CS1985
 CS1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS1985'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2018 ***********************************************************************
 CS2018  DESIGNATION -  D 945
 CS2018  PID         -  CS2018
 CS2018  STATE/COUNTY-  TX/TARRANT
 CS2018  USGS QUAD   -  HALTOM CITY (1981)
 CS2018
 CS2018                         *CURRENT SURVEY CONTROL
 CS2018  ___________________________________________________________________
 CS2018* NAD 83(1986)-  32 51 34.     (N)    097 20 34.     (W)     SCALED    
 CS2018* NAVD 88     -       213.405  (meters)     700.15   (feet)  ADJUSTED  
 CS2018  ___________________________________________________________________
 CS2018  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2018  DYNAMIC HT  -         213.154 (meters)     699.32  (feet)  COMP
 CS2018  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 CS2018
 CS2018  VERT ORDER  -  SECOND    CLASS 0
 CS2018
 CS2018.The horizontal coordinates were scaled from a topographic map and have
 CS2018.an estimated accuracy of +/- 6 seconds.
 CS2018
 CS2018.The orthometric height was determined by differential leveling
 CS2018.and adjusted by the National Geodetic Survey in June 1991..
 CS2018
 CS2018.The geoid height was determined by GEOID03.
 CS2018
 CS2018.The dynamic height is computed by dividing the NAVD 88
 CS2018.geopotential number by the normal gravity value computed on the
 CS2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2018.degrees latitude (g = 980.6199 gals.).
 CS2018
 CS2018.The modeled gravity was interpolated from observed gravity values.
 CS2018
 CS2018;                    North         East    Units  Estimated Accuracy
 CS2018;SPC TXNC     - 2,132,860.      708,300.      MT  (+/- 180 meters Scaled)
 CS2018
 CS2018                          SUPERSEDED SURVEY CONTROL
 CS2018
 CS2018  NGVD 29 (??/??/92)  213.390  (m)          700.10   (f) ADJ UNCH    2 0
 CS2018
 CS2018.Superseded values are not recommended for survey control.
 CS2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2018.See file dsdata.txt to determine how the superseded data were derived.
 CS2018
 CS2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB550369(NAD 83)
 CS2018_MARKER: DB = BENCH MARK DISK
 CS2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2018_STAMPING: D 945 1946
 CS2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2018+STABILITY: SURFACE MOTION
 CS2018
 CS2018  HISTORY     - Date     Condition        Report By
 CS2018  HISTORY     - 1946     MONUMENTED       CGS
 CS2018  HISTORY     - 1966     GOOD             NGS
 CS2018  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS2018  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS2018
 CS2018                          STATION DESCRIPTION
 CS2018
 CS2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2018'1.6 MI NE FROM SAGINAW.
 CS2018'ABOUT 0.8 MILE EAST ALONG A PAVED ROAD FROM THE LIGHT CRUST FLOUR AND
 CS2018'TEXO FEED MILLS AT FORT WORTH, THENCE 0.8 MILE NORTH ALONG STATE
 CS2018'HIGHWAY 156 TO THE OLD GLOBE AIRCRAFT PLANT WHICH IS NOW A BRANCH OF
 CS2018'THE BELL HELICOPTER COMPANY, AT THE SOUTHEAST CORNER OF THE PLANT AND
 CS2018'THE NORTHEAST CORNER OF THE PAVED AREA AT A SINCLAIR SERVICE STATION,
 CS2018'95 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 156, 21 FEET NORTH OF
 CS2018'THE NORTHEAST CORNER OF THE SERVICE STATION, 4 FEET WEST OF THE WEST
 CS2018'EDGE OF A CONCRETE WALK ALONG THE EAST SIDE OF A FENCE, UNDER THE
 CS2018'NORTH EDGE OF THE PAVED DRIVEWAY BETWEEN THE SERVICE STATION AND THE
 CS2018'SOUTH FENCE AT THE PLANT, SET IN THE TOP OF A CONCRETE POST ABOUT 3
 CS2018'INCHES BELOW THE SURFACE OF THE PAVEMENT.
 CS2018
 CS2018                          STATION RECOVERY (1984)
 CS2018
 CS2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS2018'MARK NOT FOUND.
 CS2018
 CS2018                          STATION RECOVERY (1995)
 CS2018
 CS2018'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0733 ***********************************************************************
 DN0733  DESIGNATION -  D 946
 DN0733  PID         -  DN0733
 DN0733  STATE/COUNTY-  TX/DENTON
 DN0733  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN0733
 DN0733                         *CURRENT SURVEY CONTROL
 DN0733  ___________________________________________________________________
 DN0733* NAD 83(1986)-  33 04 59.     (N)    097 01 00.     (W)     SCALED    
 DN0733* NAVD 88     -       155.770  (meters)     511.06   (feet)  ADJUSTED  
 DN0733  ___________________________________________________________________
 DN0733  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DN0733  DYNAMIC HT  -         155.592 (meters)     510.47  (feet)  COMP
 DN0733  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 DN0733
 DN0733  VERT ORDER  -  SECOND    CLASS 0
 DN0733
 DN0733.The horizontal coordinates were scaled from a topographic map and have
 DN0733.an estimated accuracy of +/- 6 seconds.
 DN0733
 DN0733.The orthometric height was determined by differential leveling
 DN0733.and adjusted by the National Geodetic Survey in June 1991..
 DN0733
 DN0733.The geoid height was determined by GEOID03.
 DN0733
 DN0733.The dynamic height is computed by dividing the NAVD 88
 DN0733.geopotential number by the normal gravity value computed on the
 DN0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0733.degrees latitude (g = 980.6199 gals.).
 DN0733
 DN0733.The modeled gravity was interpolated from observed gravity values.
 DN0733
 DN0733;                    North         East    Units  Estimated Accuracy
 DN0733;SPC TXNC     - 2,158,040.      738,470.      MT  (+/- 180 meters Scaled)
 DN0733
 DN0733                          SUPERSEDED SURVEY CONTROL
 DN0733
 DN0733  NGVD 29 (??/??/92)  155.763  (m)          511.03   (f) ADJ UNCH    2 0
 DN0733
 DN0733.Superseded values are not recommended for survey control.
 DN0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0733.See file dsdata.txt to determine how the superseded data were derived.
 DN0733
 DN0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB851622(NAD 83)
 DN0733_MARKER: DB = BENCH MARK DISK
 DN0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0733_STAMPING: D 946 1946
 DN0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0733+STABILITY: SURFACE MOTION
 DN0733
 DN0733  HISTORY     - Date     Condition        Report By
 DN0733  HISTORY     - 1946     MONUMENTED       CGS
 DN0733  HISTORY     - 1958     MARK NOT FOUND   NGS
 DN0733  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0733  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0733
 DN0733                          STATION DESCRIPTION
 DN0733
 DN0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DN0733'2.8 MI N FROM LEWISVILLE.
 DN0733'2.8 MILES NORTHWEST OF LEWISVILLE, DENTON COUNTY.  THIS BENCH MARK MAY
 DN0733'BE REACHED FROM THE POST OFFICE BY GOING ONE BLOCK EAST, THENCE 2.8
 DN0733'MILES NORTHWEST ALONG U.S. HIGHWAY 77.  IT IS 152 FEET SOUTHEAST OF
 DN0733'THE SOUTH GUARDRAIL POST ON THE EAST SIDE OF THE HIGHWAY, 48 FEET EAST
 DN0733'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE, 1 FOOT NORTH
 DN0733'OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY. A
 DN0733'STANDARD DISK, STAMPED D 946 1946 AND SET IN THE TOP OF A CONCRETE
 DN0733'POST PROJECTING 3 INCHES ABOVE GROUND.
 DN0733
 DN0733                          STATION RECOVERY (1995)
 DN0733
 DN0733'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0733'MARK NOT FOUND.
 DN0733
 DN0733                          STATION RECOVERY (2005)
 DN0733
 DN0733'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0332 ***********************************************************************
 DN0332  DESIGNATION -  D 947
 DN0332  PID         -  DN0332
 DN0332  STATE/COUNTY-  TX/DENTON
 DN0332  USGS QUAD   -  LITTLE ELM (1968)
 DN0332
 DN0332                         *CURRENT SURVEY CONTROL
 DN0332  ___________________________________________________________________
 DN0332* NAD 83(1986)-  33 07 47.     (N)    096 59 16.     (W)     SCALED    
 DN0332* NAVD 88     -       164.189  (meters)     538.68   (feet)  ADJUSTED  
 DN0332  ___________________________________________________________________
 DN0332  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DN0332  DYNAMIC HT  -         164.003 (meters)     538.07  (feet)  COMP
 DN0332  MODELED GRAV-     979,505.4   (mgal)                       NAVD 88
 DN0332
 DN0332  VERT ORDER  -  SECOND    CLASS 0
 DN0332
 DN0332.The horizontal coordinates were scaled from a topographic map and have
 DN0332.an estimated accuracy of +/- 6 seconds.
 DN0332
 DN0332.The orthometric height was determined by differential leveling
 DN0332.and adjusted by the National Geodetic Survey in June 1991..
 DN0332
 DN0332.The geoid height was determined by GEOID03.
 DN0332
 DN0332.The dynamic height is computed by dividing the NAVD 88
 DN0332.geopotential number by the normal gravity value computed on the
 DN0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0332.degrees latitude (g = 980.6199 gals.).
 DN0332
 DN0332.The modeled gravity was interpolated from observed gravity values.
 DN0332
 DN0332;                    North         East    Units  Estimated Accuracy
 DN0332;SPC TXNC     - 2,163,250.      741,090.      MT  (+/- 180 meters Scaled)
 DN0332
 DN0332                          SUPERSEDED SURVEY CONTROL
 DN0332
 DN0332  NGVD 29 (??/??/92)  164.19   (m)          538.7    (f) COMPUTED    2 0
 DN0332
 DN0332.Superseded values are not recommended for survey control.
 DN0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0332.See file dsdata.txt to determine how the superseded data were derived.
 DN0332
 DN0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB877674(NAD 83)
 DN0332_MARKER: DB = BENCH MARK DISK
 DN0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0332_STAMPING: D 947 1946
 DN0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0332+STABILITY: SURFACE MOTION
 DN0332
 DN0332  HISTORY     - Date     Condition        Report By
 DN0332  HISTORY     - 1946     MONUMENTED       CGS
 DN0332  HISTORY     - 1960     MARK NOT FOUND   NGS
 DN0332  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0332  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0332  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0332
 DN0332                          STATION DESCRIPTION
 DN0332
 DN0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0332'4.1 MI E FROM LAKE DALLAS.
 DN0332'4.1 MILES EAST OF LAKE DALLAS, DENTON COUNTY, 1 BLOCK NORTH FROM THE
 DN0332'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION, THENCE 4.1 MILES EAST
 DN0332'ALONG THE LITTLE ELM HIGHWAY.  AT THE NORTH END OF LAKE DALLAS DAM, 60
 DN0332'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12.7 FEET NORTH OF AN REA
 DN0332'POWER POLE, 9.8 FEET EAST OF THE EAST END OF A BOARD GATE, 1 FOOT
 DN0332'NORTH OF A FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 1
 DN0332'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 947 1946 AND
 DN0332'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 DN0332'NOTE-- THE SITE OF THIS MARK IS NOW INDEFINITE.  LOCAL REFERENCES DO
 DN0332'NOT CHECK AS DESCRIBED.  THE OLD HIGHWAY IS NOW IN THE AREA OF LAKE
 DN0332'DALLAS, ALSO CALLED GARZA-LITTLE ELM, AND THE SITE OF THE MARK MAY BE
 DN0332'UNDER THE WATER LEVEL.
 DN0332
 DN0332                          STATION RECOVERY (1995)
 DN0332
 DN0332'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0332'MARK NOT FOUND.
 DN0332
 DN0332                          STATION RECOVERY (1998)
 DN0332
 DN0332'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0332'MARK NOT FOUND.
 DN0332
 DN0332                          STATION RECOVERY (2005)
 DN0332
 DN0332'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3395 ***********************************************************************
 CS3395  DESIGNATION -  D 948 RESET
 CS3395  PID         -  CS3395
 CS3395  STATE/COUNTY-  TX/DENTON
 CS3395  USGS QUAD   -  CARROLLTON (1981)
 CS3395
 CS3395                         *CURRENT SURVEY CONTROL
 CS3395  ___________________________________________________________________
 CS3395* NAD 83(1986)-  32 59 45.     (N)    096 57 07.     (W)     SCALED    
 CS3395* NAVD 88     -       140.24   (meters)     460.1    (feet)  RESET     
 CS3395  ___________________________________________________________________
 CS3395  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CS3395
 CS3395  VERT ORDER  -  THIRD
 CS3395
 CS3395.The horizontal coordinates were scaled from a topographic map and have
 CS3395.an estimated accuracy of +/- 6 seconds.
 CS3395
 CS3395.The orthometric height was computed from unverified reset data.
 CS3395.No vertical observational check was made to the station.
 CS3395
 CS3395.The geoid height was determined by GEOID03.
 CS3395
 CS3395;                    North         East    Units  Estimated Accuracy
 CS3395;SPC TXNC     - 2,148,460.      744,650.      MT  (+/- 180 meters Scaled)
 CS3395
 CS3395                          SUPERSEDED SURVEY CONTROL
 CS3395
 CS3395  NGVD 29 (01/29/03)  140.24   (m)          460.1    (f) RESET       3  
 CS3395
 CS3395.Superseded values are not recommended for survey control.
 CS3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3395.See file dsdata.txt to determine how the superseded data were derived.
 CS3395
 CS3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB913526(NAD 83)
 CS3395_MARKER: DB = BENCH MARK DISK
 CS3395_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS3395_SP_SET: BRIDGE ABUTMENT
 CS3395_STAMPING: D 948 RESET 1978
 CS3395_MARK LOGO: NGS   
 CS3395_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3395
 CS3395  HISTORY     - Date     Condition        Report By
 CS3395  HISTORY     - 1978     MONUMENTED       NGS
 CS3395  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 CS3395  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS3395
 CS3395                          STATION DESCRIPTION
 CS3395
 CS3395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 CS3395'1.2 MI (1.9 KM) NORTHWEST ALONG A PAVED ROAD FROM THE MISSOURI
 CS3395'KANSAS-TEXAS RAILROAD FROM STATION IN CARROLLTON, THENCE 2.8 MI
 CS3395'(4.5 KM) NORTHWEST ALONG HIGHWAY 77, BETWEEN CARROLLTON AND
 CS3395'LEWISVILLE ALONG THE WEST SIDE OF U.S. HIGHWAY 77 AND 0.9 MI
 CS3395'(1.4 KM) NORTHWEST OF THE DALLAS-DENTON COUNTY LINE, JUST NORTH OF A
 CS3395'SMALL LAKE, AT THE CENTER OF THREE BRIDGES.
 CS3395
 CS3395                          STATION RECOVERY (1995)
 CS3395
 CS3395'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS3395'MARK NOT FOUND.
 CS3395
 CS3395                          STATION RECOVERY (2005)
 CS3395
 CS3395'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS3395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0665 ***********************************************************************
 DN0665  DESIGNATION -  D 949
 DN0665  PID         -  DN0665
 DN0665  STATE/COUNTY-  TX/DENTON
 DN0665  USGS QUAD   -  DENTON EAST (1978)
 DN0665
 DN0665                         *CURRENT SURVEY CONTROL
 DN0665  ___________________________________________________________________
 DN0665* NAD 83(1986)-  33 14 19.     (N)    097 03 12.     (W)     SCALED    
 DN0665* NAVD 88     -       168.997  (meters)     554.45   (feet)  ADJUSTED  
 DN0665  ___________________________________________________________________
 DN0665  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DN0665  DYNAMIC HT  -         168.810 (meters)     553.84  (feet)  COMP
 DN0665  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 DN0665
 DN0665  VERT ORDER  -  SECOND    CLASS 0
 DN0665
 DN0665.The horizontal coordinates were scaled from a topographic map and have
 DN0665.an estimated accuracy of +/- 6 seconds.
 DN0665
 DN0665.The orthometric height was determined by differential leveling
 DN0665.and adjusted by the National Geodetic Survey in June 1991..
 DN0665
 DN0665.The geoid height was determined by GEOID03.
 DN0665
 DN0665.The dynamic height is computed by dividing the NAVD 88
 DN0665.geopotential number by the normal gravity value computed on the
 DN0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0665.degrees latitude (g = 980.6199 gals.).
 DN0665
 DN0665.The modeled gravity was interpolated from observed gravity values.
 DN0665
 DN0665;                    North         East    Units  Estimated Accuracy
 DN0665;SPC TXNC     - 2,175,240.      734,810.      MT  (+/- 180 meters Scaled)
 DN0665
 DN0665                          SUPERSEDED SURVEY CONTROL
 DN0665
 DN0665  NGVD 29 (??/??/92)  168.993  (m)          554.44   (f) ADJ UNCH    2 0
 DN0665
 DN0665.Superseded values are not recommended for survey control.
 DN0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0665.See file dsdata.txt to determine how the superseded data were derived.
 DN0665
 DN0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB813794(NAD 83)
 DN0665_MARKER: DB = BENCH MARK DISK
 DN0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0665_STAMPING: D 949 1946
 DN0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0665+STABILITY: SURFACE MOTION
 DN0665
 DN0665  HISTORY     - Date     Condition        Report By
 DN0665  HISTORY     - 1946     MONUMENTED       CGS
 DN0665  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0665  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0665  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0665
 DN0665                          STATION DESCRIPTION
 DN0665
 DN0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0665'5.3 MI E FROM DENTON.
 DN0665'5.3 MILES EAST OF DENTON, DENTON COUNTY, FROM THE POST OFFICE, 0.1
 DN0665'MILE EAST ALONG MCKINNEY STREET, 0.4 MILE NORTH ALONG OAKLAND AVENUE,
 DN0665'0.4 MILE EAST ALONG TEXAS STREET, 3.1 MILES NORTHEAST ALONG A GRAVEL
 DN0665'ROAD PARALLELING THE TEXAS AND PACIFIC RAILWAY, AND 1.3 MILES EAST
 DN0665'ALONG A GRAVEL ROAD.  AT THE T-JUNCTION OF A ROAD LEADING SOUTH, 43
 DN0665'FEET WEST OF THE EXTENDED CENTERLINE OF THE SIDE ROAD, 39.5 FEET NORTH
 DN0665'OF THE CENTERLINE OF THE MAIN ROAD, 4 FEET NORTHWEST OF A FENCE
 DN0665'CORNER, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 DN0665'THE MAIN ROAD.  A STANDARD DISK, STAMPED D 949 1946 AND SET IN THE TOP
 DN0665'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 DN0665
 DN0665                          STATION RECOVERY (1995)
 DN0665
 DN0665'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0665'MARK NOT FOUND.
 DN0665
 DN0665                          STATION RECOVERY (1998)
 DN0665
 DN0665'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0665'MARK NOT FOUND.
 DN0665
 DN0665                          STATION RECOVERY (2005)
 DN0665
 DN0665'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0876 ***********************************************************************
 AJ0876  DESIGNATION -  D 95
 AJ0876  PID         -  AJ0876
 AJ0876  STATE/COUNTY-  TX/WEBB
 AJ0876  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0876
 AJ0876                         *CURRENT SURVEY CONTROL
 AJ0876  ___________________________________________________________________
 AJ0876* NAD 83(1986)-  27 29 50.     (N)    099 22 36.     (W)     SCALED    
 AJ0876* NAVD 88     -       158.707  (meters)     520.69   (feet)  ADJUSTED  
 AJ0876  ___________________________________________________________________
 AJ0876  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AJ0876  DYNAMIC HT  -         158.457 (meters)     519.87  (feet)  COMP
 AJ0876  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AJ0876
 AJ0876  VERT ORDER  -  FIRST     CLASS II
 AJ0876
 AJ0876.The horizontal coordinates were scaled from a topographic map and have
 AJ0876.an estimated accuracy of +/- 6 seconds.
 AJ0876
 AJ0876.The orthometric height was determined by differential leveling
 AJ0876.and adjusted by the National Geodetic Survey in June 1991..
 AJ0876
 AJ0876.The geoid height was determined by GEOID03.
 AJ0876
 AJ0876.The dynamic height is computed by dividing the NAVD 88
 AJ0876.geopotential number by the normal gravity value computed on the
 AJ0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0876.degrees latitude (g = 980.6199 gals.).
 AJ0876
 AJ0876.The modeled gravity was interpolated from observed gravity values.
 AJ0876
 AJ0876;                    North         East    Units  Estimated Accuracy
 AJ0876;SPC TX S     - 5,203,110.      213,380.      MT  (+/- 180 meters Scaled)
 AJ0876
 AJ0876                          SUPERSEDED SURVEY CONTROL
 AJ0876
 AJ0876  NGVD 29 (??/??/92)  158.720  (m)          520.73   (f) ADJ UNCH    1 2
 AJ0876
 AJ0876.Superseded values are not recommended for survey control.
 AJ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0876.See file dsdata.txt to determine how the superseded data were derived.
 AJ0876
 AJ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR627415(NAD 83)
 AJ0876_MARKER: DB = BENCH MARK DISK
 AJ0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0876_STAMPING: 520.734 D 95 1933
 AJ0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0876+STABILITY: SURFACE MOTION
 AJ0876
 AJ0876  HISTORY     - Date     Condition        Report By
 AJ0876  HISTORY     - 1933     MONUMENTED       CGS
 AJ0876  HISTORY     - 1965     GOOD             USGS
 AJ0876
 AJ0876                          STATION DESCRIPTION
 AJ0876
 AJ0876'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AJ0876'8.7 MI E FROM LAREDO.
 AJ0876'8.7 MILES EAST ALONG THE TEXAS MEXICAN RAILWAY FROM THE STATION AT
 AJ0876'LAREDO, WEBB COUNTY, 100 FT WEST OF MILEPOST 10, 32 FT SOUTH WEST OF
 AJ0876'THE CENTERLINE OF THE TRACK, 565 FEET NORTHWEST ALONG THE RAILROAD
 AJ0876'FROM A ROAD CROSSING, 990 FT SOUTHEAST OF A CULVERT UNDER THE RAILROAD
 AJ0876'AT A DRAIN CROSSING, 18 FT NORTHEAST OF THE ROW FENCE.  A STANDARD
 AJ0876'TABLET, STAMPED 520.734 D 95 1933 AND SET IN THE TOP OF A CONCRETE
 AJ0876'POST EXTENDING 0.5 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0657 ***********************************************************************
 DN0657  DESIGNATION -  D 950
 DN0657  PID         -  DN0657
 DN0657  STATE/COUNTY-  TX/DENTON
 DN0657  USGS QUAD   -  GREEN VALLEY (1978)
 DN0657
 DN0657                         *CURRENT SURVEY CONTROL
 DN0657  ___________________________________________________________________
 DN0657* NAD 83(1986)-  33 15 54.     (N)    097 04 50.     (W)     SCALED    
 DN0657* NAVD 88     -       184.706  (meters)     605.99   (feet)  ADJUSTED  
 DN0657  ___________________________________________________________________
 DN0657  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DN0657  DYNAMIC HT  -         184.503 (meters)     605.32  (feet)  COMP
 DN0657  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 DN0657
 DN0657  VERT ORDER  -  SECOND    CLASS 0
 DN0657
 DN0657.The horizontal coordinates were scaled from a topographic map and have
 DN0657.an estimated accuracy of +/- 6 seconds.
 DN0657
 DN0657.The orthometric height was determined by differential leveling
 DN0657.and adjusted by the National Geodetic Survey in June 1991..
 DN0657
 DN0657.The geoid height was determined by GEOID03.
 DN0657
 DN0657.The dynamic height is computed by dividing the NAVD 88
 DN0657.geopotential number by the normal gravity value computed on the
 DN0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0657.degrees latitude (g = 980.6199 gals.).
 DN0657
 DN0657.The modeled gravity was interpolated from observed gravity values.
 DN0657
 DN0657;                    North         East    Units  Estimated Accuracy
 DN0657;SPC TXNC     - 2,178,130.      732,230.      MT  (+/- 180 meters Scaled)
 DN0657
 DN0657                          SUPERSEDED SURVEY CONTROL
 DN0657
 DN0657  NGVD 29 (??/??/92)  184.695  (m)          605.95   (f) ADJ UNCH    2 0
 DN0657
 DN0657.Superseded values are not recommended for survey control.
 DN0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0657.See file dsdata.txt to determine how the superseded data were derived.
 DN0657
 DN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB787823(NAD 83)
 DN0657_MARKER: DB = BENCH MARK DISK
 DN0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0657_STAMPING: D 950 1946
 DN0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0657+STABILITY: SURFACE MOTION
 DN0657
 DN0657  HISTORY     - Date     Condition        Report By
 DN0657  HISTORY     - 1946     MONUMENTED       CGS
 DN0657  HISTORY     - 1960     GOOD             NGS
 DN0657  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN0657
 DN0657                          STATION DESCRIPTION
 DN0657
 DN0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0657'5.4 MI NE FROM DENTON.
 DN0657'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 DN0657'DENTON, DENTON COUNTY, THENCE 0.7 MILE EAST, 0.2 MILE NORTH, AND 0.9
 DN0657'MILE EAST ALONG GRAVEL ROADS.  AT THE ENTRANCE TO HARTLEE AIRPORT,
 DN0657'60.5 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 25 FEET EAST OF
 DN0657'THE CENTERLINE OF THE ENTRANCE DRIVE, 27.4 FEET SOUTH OF THE SOUTHEAST
 DN0657'CORNER OF THE GATEHOUSE, 6.6 FEET SOUTH OF A 12-INCH LOCUST TREE, 1
 DN0657'FOOT WEST OF A FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND
 DN0657'1 FOOT HIGHER THAN THE GRAVEL ROAD.  A STANDARD DISK, STAMPED D 950
 DN0657'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 DN0657'GROUND.
 DN0657
 DN0657                          STATION RECOVERY (1995)
 DN0657
 DN0657'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0626 ***********************************************************************
 BZ0626  DESIGNATION -  D 951
 BZ0626  PID         -  BZ0626
 BZ0626  STATE/COUNTY-  TX/NAVARRO
 BZ0626  USGS QUAD   -  IRENE (1978)
 BZ0626
 BZ0626                         *CURRENT SURVEY CONTROL
 BZ0626  ___________________________________________________________________
 BZ0626* NAD 83(1986)-  31 59 23.     (N)    096 47 09.     (W)     SCALED    
 BZ0626* NAVD 88     -       146.684  (meters)     481.25   (feet)  ADJUSTED  
 BZ0626  ___________________________________________________________________
 BZ0626  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BZ0626  DYNAMIC HT  -         146.510 (meters)     480.67  (feet)  COMP
 BZ0626  MODELED GRAV-     979,451.3   (mgal)                       NAVD 88
 BZ0626
 BZ0626  VERT ORDER  -  SECOND    CLASS 0
 BZ0626
 BZ0626.The horizontal coordinates were scaled from a topographic map and have
 BZ0626.an estimated accuracy of +/- 6 seconds.
 BZ0626
 BZ0626.The orthometric height was determined by differential leveling
 BZ0626.and adjusted by the National Geodetic Survey in June 1991..
 BZ0626
 BZ0626.The geoid height was determined by GEOID03.
 BZ0626
 BZ0626.The dynamic height is computed by dividing the NAVD 88
 BZ0626.geopotential number by the normal gravity value computed on the
 BZ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0626.degrees latitude (g = 980.6199 gals.).
 BZ0626
 BZ0626.The modeled gravity was interpolated from observed gravity values.
 BZ0626
 BZ0626;                    North         East    Units  Estimated Accuracy
 BZ0626;SPC TXNC     - 2,037,150.      762,000.      MT  (+/- 180 meters Scaled)
 BZ0626
 BZ0626                          SUPERSEDED SURVEY CONTROL
 BZ0626
 BZ0626  NGVD 29 (??/??/92)  146.656  (m)          481.15   (f) ADJ UNCH    2 0
 BZ0626
 BZ0626.Superseded values are not recommended for survey control.
 BZ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0626.See file dsdata.txt to determine how the superseded data were derived.
 BZ0626
 BZ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA091414(NAD 83)
 BZ0626_MARKER: DB = BENCH MARK DISK
 BZ0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0626_STAMPING: D 951 1946
 BZ0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0626+STABILITY: SURFACE MOTION
 BZ0626
 BZ0626  HISTORY     - Date     Condition        Report By
 BZ0626  HISTORY     - 1946     MONUMENTED       CGS
 BZ0626
 BZ0626                          STATION DESCRIPTION
 BZ0626
 BZ0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0626'0.3 MI E FROM EMMET.
 BZ0626'TO REACH FROM THE EMMET SCHOOL AT EMMET GO EAST 0.3 MILE ALONG A
 BZ0626'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 29.0 FEET SOUTH OF AND
 BZ0626'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 22.0 FEET NORTHEAST OF A
 BZ0626'TWENTYFOUR INCH OAK TREE, 9.0 FEET EAST OF A FENCE CORNER, 1.0 FOOT
 BZ0626'SOUTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST. A
 BZ0626'BRONZE DISK SET IN THE TOP OF A CONCRETE POST, STAMPED D 951 1946 AND
 BZ0626'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0863 ***********************************************************************
 CS0863  DESIGNATION -  D 952
 CS0863  PID         -  CS0863
 CS0863  STATE/COUNTY-  TX/NAVARRO
 CS0863  USGS QUAD   -  CRYER CREEK (1978)
 CS0863
 CS0863                         *CURRENT SURVEY CONTROL
 CS0863  ___________________________________________________________________
 CS0863* NAD 83(1986)-  32 08 00.     (N)    096 42 12.     (W)     SCALED    
 CS0863* NAVD 88     -       173.420  (meters)     568.96   (feet)  ADJUSTED  
 CS0863  ___________________________________________________________________
 CS0863  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CS0863  DYNAMIC HT  -         173.217 (meters)     568.30  (feet)  COMP
 CS0863  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 CS0863
 CS0863  VERT ORDER  -  SECOND    CLASS 0
 CS0863
 CS0863.The horizontal coordinates were scaled from a topographic map and have
 CS0863.an estimated accuracy of +/- 6 seconds.
 CS0863
 CS0863.The orthometric height was determined by differential leveling
 CS0863.and adjusted by the National Geodetic Survey in June 1991..
 CS0863
 CS0863.The geoid height was determined by GEOID03.
 CS0863
 CS0863.The dynamic height is computed by dividing the NAVD 88
 CS0863.geopotential number by the normal gravity value computed on the
 CS0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0863.degrees latitude (g = 980.6199 gals.).
 CS0863
 CS0863.The modeled gravity was interpolated from observed gravity values.
 CS0863
 CS0863;                    North         East    Units  Estimated Accuracy
 CS0863;SPC TXNC     - 2,053,200.      769,520.      MT  (+/- 180 meters Scaled)
 CS0863
 CS0863                          SUPERSEDED SURVEY CONTROL
 CS0863
 CS0863  NGVD 29 (??/??/92)  173.405  (m)          568.91   (f) ADJ UNCH    2 0
 CS0863
 CS0863.Superseded values are not recommended for survey control.
 CS0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0863.See file dsdata.txt to determine how the superseded data were derived.
 CS0863
 CS0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA166575(NAD 83)
 CS0863_MARKER: DB = BENCH MARK DISK
 CS0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0863_STAMPING: D 952 1946
 CS0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0863+STABILITY: SURFACE MOTION
 CS0863
 CS0863  HISTORY     - Date     Condition        Report By
 CS0863  HISTORY     - 1946     MONUMENTED       CGS
 CS0863
 CS0863                          STATION DESCRIPTION
 CS0863
 CS0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0863'4.2 MI NE FROM BLOOMING GROVE.
 CS0863'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.3 MILE
 CS0863'ALONG MAIN STREET, THENCE EAST 1.0 MILE ALONG STATE HIGHWAY NO. 22,
 CS0863'THENCE NORTH 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 0.8 MILE
 CS0863'ALONG A GRADED DIRT ROAD, THENCE NORTHERLY 2.0 MILES ALONG A GRADED
 CS0863'DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE SOUTHEAST CORNER OF A
 CS0863'PASTURE, 113.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE,
 CS0863'39.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 CS0863'9.0 FEET WEST OF A FENCE CORNER, 1.0 FOOT NORTH OF A FENCE AND 1.0
 CS0863'FOOT EAST OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED D 952
 CS0863'1946 SET IN THE TOP OF A  CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 CS0863'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0909 ***********************************************************************
 CS0909  DESIGNATION -  D 953
 CS0909  PID         -  CS0909
 CS0909  STATE/COUNTY-  TX/ELLIS
 CS0909  USGS QUAD   -  AVALON (1976)
 CS0909
 CS0909                         *CURRENT SURVEY CONTROL
 CS0909  ___________________________________________________________________
 CS0909* NAD 83(1986)-  32 09 25.     (N)    096 45 23.     (W)     SCALED    
 CS0909* NAVD 88     -       144.484  (meters)     474.03   (feet)  ADJUSTED  
 CS0909  ___________________________________________________________________
 CS0909  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CS0909  DYNAMIC HT  -         144.314 (meters)     473.47  (feet)  COMP
 CS0909  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 CS0909
 CS0909  VERT ORDER  -  SECOND    CLASS 0
 CS0909
 CS0909.The horizontal coordinates were scaled from a topographic map and have
 CS0909.an estimated accuracy of +/- 6 seconds.
 CS0909
 CS0909.The orthometric height was determined by differential leveling
 CS0909.and adjusted by the National Geodetic Survey in June 1991..
 CS0909
 CS0909.The geoid height was determined by GEOID03.
 CS0909
 CS0909.The dynamic height is computed by dividing the NAVD 88
 CS0909.geopotential number by the normal gravity value computed on the
 CS0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0909.degrees latitude (g = 980.6199 gals.).
 CS0909
 CS0909.The modeled gravity was interpolated from observed gravity values.
 CS0909
 CS0909;                    North         East    Units  Estimated Accuracy
 CS0909;SPC TXNC     - 2,055,730.      764,470.      MT  (+/- 180 meters Scaled)
 CS0909
 CS0909                          SUPERSEDED SURVEY CONTROL
 CS0909
 CS0909  NGVD 29 (??/??/92)  144.470  (m)          473.98   (f) ADJ UNCH    2 0
 CS0909
 CS0909.Superseded values are not recommended for survey control.
 CS0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0909.See file dsdata.txt to determine how the superseded data were derived.
 CS0909
 CS0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA115600(NAD 83)
 CS0909_MARKER: DB = BENCH MARK DISK
 CS0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0909_STAMPING: D 953 1946
 CS0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0909+STABILITY: SURFACE MOTION
 CS0909
 CS0909  HISTORY     - Date     Condition        Report By
 CS0909  HISTORY     - 1946     MONUMENTED       CGS
 CS0909  HISTORY     - 1965     MARK NOT FOUND   NGS
 CS0909
 CS0909                          STATION DESCRIPTION
 CS0909
 CS0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0909'4.1 MI SE FROM AVALON.
 CS0909'TO REACH FROM THE POST OFFICE AT AVALON GO EAST 0.1 MILE ALONG STATE
 CS0909'HIGHWAY NO. 34, THENCE SOUTHEASTERLY 4.0 MILES ALONG THE AVALON
 CS0909'BLOOMING GROVE ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 100 YARDS
 CS0909'SOUTHEAST OF A FARMHOUSE, 30.5 FEET NORTHEAST OF AND ABOUT 1.0 FOOT
 CS0909'LOWER THAN THE CENTER LINE OF THE ROAD, 4.0 FEET NORTH OF A FENCE
 CS0909'CORNER, 1.0 FOOT NORTHWEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4
 CS0909'IN. MARKER POST.  A BRONZE DISK STAMPED D 953 1946 SET IN THE TOP OF A
 CS0909'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 CS0909
 CS0909                          STATION RECOVERY (1965)
 CS0909
 CS0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CS0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0921 ***********************************************************************
 CS0921  DESIGNATION -  D 954
 CS0921  PID         -  CS0921
 CS0921  STATE/COUNTY-  TX/NAVARRO
 CS0921  USGS QUAD   -  CORBET (1978)
 CS0921
 CS0921                         *CURRENT SURVEY CONTROL
 CS0921  ___________________________________________________________________
 CS0921* NAD 83(1986)-  32 06 03.     (N)    096 36 41.     (W)     SCALED    
 CS0921* NAVD 88     -       144.394  (meters)     473.73   (feet)  ADJUSTED  
 CS0921  ___________________________________________________________________
 CS0921  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CS0921  DYNAMIC HT  -         144.226 (meters)     473.18  (feet)  COMP
 CS0921  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 CS0921
 CS0921  VERT ORDER  -  SECOND    CLASS 0
 CS0921
 CS0921.The horizontal coordinates were scaled from a topographic map and have
 CS0921.an estimated accuracy of +/- 6 seconds.
 CS0921
 CS0921.The orthometric height was determined by differential leveling
 CS0921.and adjusted by the National Geodetic Survey in June 1991..
 CS0921
 CS0921.The geoid height was determined by GEOID03.
 CS0921
 CS0921.The dynamic height is computed by dividing the NAVD 88
 CS0921.geopotential number by the normal gravity value computed on the
 CS0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0921.degrees latitude (g = 980.6199 gals.).
 CS0921
 CS0921.The modeled gravity was interpolated from observed gravity values.
 CS0921
 CS0921;                    North         East    Units  Estimated Accuracy
 CS0921;SPC TXNC     - 2,049,750.      778,260.      MT  (+/- 180 meters Scaled)
 CS0921
 CS0921                          SUPERSEDED SURVEY CONTROL
 CS0921
 CS0921  NGVD 29 (??/??/92)  144.382  (m)          473.69   (f) ADJ UNCH    2 0
 CS0921
 CS0921.Superseded values are not recommended for survey control.
 CS0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0921.See file dsdata.txt to determine how the superseded data were derived.
 CS0921
 CS0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA253541(NAD 83)
 CS0921_MARKER: DB = BENCH MARK DISK
 CS0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0921_STAMPING: D 954 1946
 CS0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0921+STABILITY: SURFACE MOTION
 CS0921
 CS0921  HISTORY     - Date     Condition        Report By
 CS0921  HISTORY     - 1946     MONUMENTED       CGS
 CS0921
 CS0921                          STATION DESCRIPTION
 CS0921
 CS0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0921'1.6 MI E FROM BARRY.
 CS0921'TO REACH FROM THE POST OFFICE AT BARRY GO NORTH 0.2 MILE ALONG MAIN
 CS0921'STREET, THENCE EAST 1.4 MILES ALONG STATE HIGHWAY NO. 22 TO SITE OF
 CS0921'MARK, BENCH MARK IS 128.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CS0921'FARMHOUSE, 48.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 CS0921'THE HIGHWAY, 15.6 FEET EAST OF A FENCE CORNER AND 1.0 FOOT WEST OF A 4
 CS0921'X 4 IN. MARKER POST.  A BRONZE DISK STAMPED D 954 1946 SET IN THE TOP
 CS0921'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0935 ***********************************************************************
 CS0935  DESIGNATION -  D 955
 CS0935  PID         -  CS0935
 CS0935  STATE/COUNTY-  TX/NAVARRO
 CS0935  USGS QUAD   -  FROST (1965)
 CS0935
 CS0935                         *CURRENT SURVEY CONTROL
 CS0935  ___________________________________________________________________
 CS0935* NAD 83(1993)-  32 04 15.28484(N)    096 50 20.24568(W)     ADJUSTED  
 CS0935* NAVD 88     -       161.326  (meters)     529.28   (feet)  ADJUSTED  
 CS0935  ___________________________________________________________________
 CS0935  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 CS0935  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CS0935  DYNAMIC HT  -         161.134 (meters)     528.65  (feet)  COMP
 CS0935  MODELED GRAV-     979,444.5   (mgal)                       NAVD 88
 CS0935
 CS0935  HORZ ORDER  -  SECOND
 CS0935  VERT ORDER  -  SECOND    CLASS 0
 CS0935
 CS0935.The horizontal coordinates were established by classical geodetic methods
 CS0935.and adjusted by the National Geodetic Survey in February 1996..
 CS0935
 CS0935.The orthometric height was determined by differential leveling
 CS0935.and adjusted by the National Geodetic Survey in June 1991..
 CS0935
 CS0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0935
 CS0935.The geoid height was determined by GEOID03.
 CS0935
 CS0935.The dynamic height is computed by dividing the NAVD 88
 CS0935.geopotential number by the normal gravity value computed on the
 CS0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0935.degrees latitude (g = 980.6199 gals.).
 CS0935
 CS0935.The modeled gravity was interpolated from observed gravity values.
 CS0935
 CS0935;                    North         East     Units Scale Factor Converg.
 CS0935;SPC TXNC     - 2,046,068.338   756,832.506   MT  1.00001787   +0 54 21.3
 CS0935;SPC TXNC     - 6,712,809.21  2,483,041.31   sFT  1.00001787   +0 54 21.3
 CS0935;UTM  14      - 3,550,339.028   703,986.048   MT  1.00011318   +1 08 52.2
 CS0935
 CS0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0935!SPC TXNC     -   0.99997880  x   1.00001787  =   0.99999667
 CS0935!UTM  14      -   0.99997880  x   1.00011318  =   1.00009198
 CS0935
 CS0935                          SUPERSEDED SURVEY CONTROL
 CS0935
 CS0935  NAD 83(1986)-  32 04 15.29339(N)    096 50 20.22531(W) AD(       ) 2
 CS0935  NAD 27      -  32 04 14.74300(N)    096 50 19.24100(W) AD(       ) 2
 CS0935  NGVD 29 (??/??/92)  161.300  (m)          529.20   (f) ADJ UNCH    2 0
 CS0935
 CS0935.Superseded values are not recommended for survey control.
 CS0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0935.See file dsdata.txt to determine how the superseded data were derived.
 CS0935
 CS0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0398650339(NAD 83)
 CS0935_MARKER: DB = BENCH MARK DISK
 CS0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0935_STAMPING: D 955 1946
 CS0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0935+STABILITY: SURFACE MOTION
 CS0935
 CS0935  HISTORY     - Date     Condition        Report By
 CS0935  HISTORY     - 1946     MONUMENTED       CGS
 CS0935  HISTORY     - 1948     GOOD             CGS
 CS0935  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0935
 CS0935                          STATION DESCRIPTION
 CS0935
 CS0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0935'2.0 MI W FROM FROST.
 CS0935'TO REACH FROM THE FROST BAPTIST CHURCH AT FROST GO NORTH 1 BLOCK ALONG
 CS0935'MAIN STREET, THENCE WESTERLY 2.0 MILES ALONG STATE HIGHWAY NO. 22 TO
 CS0935'SITE OF MARK, BENCH MARK IS ABOUT 0.2 MILE WEST OF A ROAD
 CS0935'INTERSECTION, 54.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 CS0935'OF THE HIGHWAY, 7.0 FEET EAST OF A POWER POLE AND 1.0 FOOT WEST OF A 4
 CS0935'X 4 IN. MARKER POST.  A BRONZE DISK STAMPED D 955 1946 SET IN THE TOP
 CS0935'OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND.
 CS0935
 CS0935                          STATION RECOVERY (1948)
 CS0935
 CS0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS0935'STATION IS LOCATED ABOUT 7 MILES WEST OF BLOOMING GROVE, 3
 CS0935'MILES EAST OF MERTENS AND ON THE SOUTH RIGHT-OF-WAY OF STATE
 CS0935'HIGHWAY 22.  IT IS 52 FEET SOUTH OF THE CENTERLINE OF THE
 CS0935'HIGHWAY, 8 FEET EAST OF A POWER-LINE POLE AND 1/2 FOOT WEST OF
 CS0935'A WHITE WITNESS POST.  THE MARK IS A STANDARD USC AND GS BM
 CS0935'DISK SET IN THE TOP OF AN 8 BY 8 INCH CONCRETE POST THAT IS
 CS0935'FLUSH WITH THE GROUND.  THE DISK IS STAMPED D 955 1946.
 CS0935'
 CS0935'THE STATION WAS REACHED FROM THE INTERSECTION OF MAIN STREET
 CS0935'AND STATE HIGHWAY 22 AT THE NORTH EDGE OF MERTENS, BY GOING
 CS0935'EAST ON THE HIGHWAY FOR 3.3 MILES TO THE MARK ON THE RIGHT AS
 CS0935'DESCRIBED ABOVE.
 CS0935'
 CS0935'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RICHLAND
 CS0935'1948 AND THE DISTANCE IS AS FOLLOWS--369.617 M.  1212.65 FT.
 CS0935
 CS0935                          STATION RECOVERY (2002)
 CS0935
 CS0935'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CS0935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0727 ***********************************************************************
 CS0727  DESIGNATION -  D 956
 CS0727  PID         -  CS0727
 CS0727  STATE/COUNTY-  TX/HILL
 CS0727  USGS QUAD   -  MERTENS (1965)
 CS0727
 CS0727                         *CURRENT SURVEY CONTROL
 CS0727  ___________________________________________________________________
 CS0727* NAD 83(1986)-  32 04 52.     (N)    096 53 45.     (W)     SCALED    
 CS0727* NAVD 88     -       166.069  (meters)     544.84   (feet)  ADJUSTED  
 CS0727  ___________________________________________________________________
 CS0727  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CS0727  DYNAMIC HT  -         165.870 (meters)     544.19  (feet)  COMP
 CS0727  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 CS0727
 CS0727  VERT ORDER  -  SECOND    CLASS 0
 CS0727
 CS0727.The horizontal coordinates were scaled from a topographic map and have
 CS0727.an estimated accuracy of +/- 6 seconds.
 CS0727
 CS0727.The orthometric height was determined by differential leveling
 CS0727.and adjusted by the National Geodetic Survey in June 1991..
 CS0727
 CS0727.The geoid height was determined by GEOID03.
 CS0727
 CS0727.The dynamic height is computed by dividing the NAVD 88
 CS0727.geopotential number by the normal gravity value computed on the
 CS0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0727.degrees latitude (g = 980.6199 gals.).
 CS0727
 CS0727.The modeled gravity was interpolated from observed gravity values.
 CS0727
 CS0727;                    North         East    Units  Estimated Accuracy
 CS0727;SPC TXNC     - 2,047,120.      751,450.      MT  (+/- 180 meters Scaled)
 CS0727
 CS0727                          SUPERSEDED SURVEY CONTROL
 CS0727
 CS0727  NGVD 29 (??/??/92)  166.038  (m)          544.74   (f) ADJ UNCH    2 0
 CS0727
 CS0727.Superseded values are not recommended for survey control.
 CS0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0727.See file dsdata.txt to determine how the superseded data were derived.
 CS0727
 CS0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA985513(NAD 83)
 CS0727_MARKER: DB = BENCH MARK DISK
 CS0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0727_STAMPING: D 956 1946
 CS0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0727+STABILITY: SURFACE MOTION
 CS0727
 CS0727  HISTORY     - Date     Condition        Report By
 CS0727  HISTORY     - 1946     MONUMENTED       CGS
 CS0727  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS0727
 CS0727                          STATION DESCRIPTION
 CS0727
 CS0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0727'1.5 MI N FROM MERTENS.
 CS0727'1.5 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 CS0727'THE STATION AT MERTENS, HILL COUNTY, 134 FEET NORTH OF POLE 214/20, 43
 CS0727'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 10 FEET WEST OF THE
 CS0727'CENTERLINE OF A DRAINAGE DITCH PARALLELING THE TRACKS.  A STANDARD
 CS0727'DISK, STAMPED D 956 1946 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 CS0727'WITH THE GROUND.
 CS0727
 CS0727                          STATION RECOVERY (1999)
 CS0727
 CS0727'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1480 ***********************************************************************
 CS1480  DESIGNATION -  D 957
 CS1480  PID         -  CS1480
 CS1480  STATE/COUNTY-  TX/DALLAS
 CS1480  USGS QUAD   -  FERRIS (1968)
 CS1480
 CS1480                         *CURRENT SURVEY CONTROL
 CS1480  ___________________________________________________________________
 CS1480* NAD 83(1986)-  32 35 55.     (N)    096 41 28.     (W)     SCALED    
 CS1480* NAVD 88     -       143.239  (meters)     469.94   (feet)  ADJUSTED  
 CS1480  ___________________________________________________________________
 CS1480  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CS1480  DYNAMIC HT  -         143.075 (meters)     469.41  (feet)  COMP
 CS1480  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 CS1480
 CS1480  VERT ORDER  -  SECOND    CLASS 0
 CS1480
 CS1480.The horizontal coordinates were scaled from a topographic map and have
 CS1480.an estimated accuracy of +/- 6 seconds.
 CS1480
 CS1480.The orthometric height was determined by differential leveling
 CS1480.and adjusted by the National Geodetic Survey in June 1991..
 CS1480
 CS1480.The geoid height was determined by GEOID03.
 CS1480
 CS1480.The dynamic height is computed by dividing the NAVD 88
 CS1480.geopotential number by the normal gravity value computed on the
 CS1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1480.degrees latitude (g = 980.6199 gals.).
 CS1480
 CS1480.The modeled gravity was interpolated from observed gravity values.
 CS1480
 CS1480;                    North         East    Units  Estimated Accuracy
 CS1480;SPC TXNC     - 2,104,810.      769,780.      MT  (+/- 180 meters Scaled)
 CS1480
 CS1480                          SUPERSEDED SURVEY CONTROL
 CS1480
 CS1480  NGVD 29 (??/??/92)  143.248  (m)          469.97   (f) ADJ UNCH    2 0
 CS1480
 CS1480.Superseded values are not recommended for survey control.
 CS1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1480.See file dsdata.txt to determine how the superseded data were derived.
 CS1480
 CS1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB166091(NAD 83)
 CS1480_MARKER: DB = BENCH MARK DISK
 CS1480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1480_SP_SET: SIGNAL BLOCK BASE
 CS1480_STAMPING: D 957 1946
 CS1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1480+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 CS1480
 CS1480  HISTORY     - Date     Condition        Report By
 CS1480  HISTORY     - 1946     MONUMENTED       CGS
 CS1480  HISTORY     - 1958     GOOD             NGS
 CS1480  HISTORY     - 20060114 GOOD             HALFF
 CS1480
 CS1480                          STATION DESCRIPTION
 CS1480
 CS1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1480'0.5 MI N FROM WILMER.
 CS1480'0.5 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE TEXAS AND NEW
 CS1480'ORLEANS RAILROAD CROSSING AT WILMER, TEXAS.  0.25 MILE SOUTH OF
 CS1480'MILEPOST NO. 251.  86.5 FEET SOUTH OF THE 8TH POLE SOUTH OF MILEPOST
 CS1480'NO. 251.  97.0 FEET SOUTH OF A FARM ROAD CROSSING.  63.5 FEET EAST OF
 CS1480'AND ABOUT 3.0 FEET HIGHER THAN THE CENTER LINE OF U. S. HIGHWAY NO.
 CS1480'75.  11.0 FEET WEST OF AND LEVEL WITH THE CENTER LINE OF THE TRACKS.
 CS1480'1.0 FOOT EAST OF A 4X4 INCH WHITE REFERENCE POST.  A BRONZE DISK SET
 CS1480'IN DRILL HOLE IN AN ABANDONED SIGNAL BLOCK BASE.  STAMPED D 957 1946.
 CS1480
 CS1480                          STATION RECOVERY (1958)
 CS1480
 CS1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1480'RECOVERED IN GOOD CONDITION.
 CS1480
 CS1480                          STATION RECOVERY (2006)
 CS1480
 CS1480'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2006 (GSK)
 CS1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1488 ***********************************************************************
 CS1488  DESIGNATION -  D 958
 CS1488  PID         -  CS1488
 CS1488  STATE/COUNTY-  TX/DALLAS
 CS1488  USGS QUAD   -  FERRIS (1968)
 CS1488
 CS1488                         *CURRENT SURVEY CONTROL
 CS1488  ___________________________________________________________________
 CS1488* NAD 83(1986)-  32 34 25.     (N)    096 37 51.     (W)     SCALED    
 CS1488* NAVD 88     -       134.412  (meters)     440.98   (feet)  ADJUSTED  
 CS1488  ___________________________________________________________________
 CS1488  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CS1488  DYNAMIC HT  -         134.259 (meters)     440.48  (feet)  COMP
 CS1488  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CS1488
 CS1488  VERT ORDER  -  SECOND    CLASS 0
 CS1488
 CS1488.The horizontal coordinates were scaled from a topographic map and have
 CS1488.an estimated accuracy of +/- 6 seconds.
 CS1488
 CS1488.The orthometric height was determined by differential leveling
 CS1488.and adjusted by the National Geodetic Survey in June 1991..
 CS1488
 CS1488.The geoid height was determined by GEOID03.
 CS1488
 CS1488.The dynamic height is computed by dividing the NAVD 88
 CS1488.geopotential number by the normal gravity value computed on the
 CS1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1488.degrees latitude (g = 980.6199 gals.).
 CS1488
 CS1488.The modeled gravity was interpolated from observed gravity values.
 CS1488
 CS1488;                    North         East    Units  Estimated Accuracy
 CS1488;SPC TXNC     - 2,102,130.      775,490.      MT  (+/- 180 meters Scaled)
 CS1488
 CS1488                          SUPERSEDED SURVEY CONTROL
 CS1488
 CS1488  NGVD 29 (??/??/92)  134.421  (m)          441.01   (f) ADJ UNCH    2 0
 CS1488
 CS1488.Superseded values are not recommended for survey control.
 CS1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1488.See file dsdata.txt to determine how the superseded data were derived.
 CS1488
 CS1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB224064(NAD 83)
 CS1488_MARKER: DB = BENCH MARK DISK
 CS1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1488_STAMPING: D 958 1946
 CS1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1488+STABILITY: SURFACE MOTION
 CS1488
 CS1488  HISTORY     - Date     Condition        Report By
 CS1488  HISTORY     - 1946     MONUMENTED       CGS
 CS1488  HISTORY     - 1958     GOOD             NGS
 CS1488
 CS1488                          STATION DESCRIPTION
 CS1488
 CS1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1488'4.0 MI NE FROM FERRIS.
 CS1488'TO REACH MARK FROM THE TEXAS-NEW ORLEANS RAILROAD STATION AT FERRIS GO
 CS1488'NORTH 1.8 MILES ALONG U.S. HIGHWAY NO. 75, THENCE NORTHEAST 2.2 MILES
 CS1488'ALONG MALLOY BRIDGE ROAD TO SITE OF MARK.  BENCH MARK IS IN THE WEST
 CS1488'CORNER OF THE PATRICK SCHOOLYARD, 150.8 FEET WEST OF THE WEST CORNER
 CS1488'OF THE SCHOOL BUILDING, 33.0 FEET SOUTH OF THE DAVIS STORE, 26.0 FEET
 CS1488'EAST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF A NORTH-SOUTH ROAD,
 CS1488'27.0 FEET SOUTH OF THE CORNER OF THE SCHOOLYARD.  A BRONZE DISC
 CS1488'STAMPED D 958 1946 AND SET IN THE TOP OF A CONCRETE POST. PROJECTS 2
 CS1488'INCHES.
 CS1488
 CS1488                          STATION RECOVERY (1958)
 CS1488
 CS1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0323 ***********************************************************************
 CS0323  DESIGNATION -  D 959
 CS0323  PID         -  CS0323
 CS0323  STATE/COUNTY-  TX/KAUFMAN
 CS0323  USGS QUAD   -  ROSSER (1963)
 CS0323
 CS0323                         *CURRENT SURVEY CONTROL
 CS0323  ___________________________________________________________________
 CS0323* NAD 83(1986)-  32 29 11.     (N)    096 24 41.     (W)     SCALED    
 CS0323* NAVD 88     -       118.421  (meters)     388.52   (feet)  ADJUSTED  
 CS0323  ___________________________________________________________________
 CS0323  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0323  DYNAMIC HT  -         118.288 (meters)     388.08  (feet)  COMP
 CS0323  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 CS0323
 CS0323  VERT ORDER  -  SECOND    CLASS 0
 CS0323
 CS0323.The horizontal coordinates were scaled from a topographic map and have
 CS0323.an estimated accuracy of +/- 6 seconds.
 CS0323
 CS0323.The orthometric height was determined by differential leveling
 CS0323.and adjusted by the National Geodetic Survey in June 1991..
 CS0323
 CS0323.The geoid height was determined by GEOID03.
 CS0323
 CS0323.The dynamic height is computed by dividing the NAVD 88
 CS0323.geopotential number by the normal gravity value computed on the
 CS0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0323.degrees latitude (g = 980.6199 gals.).
 CS0323
 CS0323.The modeled gravity was interpolated from observed gravity values.
 CS0323
 CS0323;                    North         East    Units  Estimated Accuracy
 CS0323;SPC TXNC     - 2,092,850.      796,280.      MT  (+/- 180 meters Scaled)
 CS0323
 CS0323                          SUPERSEDED SURVEY CONTROL
 CS0323
 CS0323  NGVD 29 (??/??/92)  118.429  (m)          388.55   (f) ADJ UNCH    2 0
 CS0323
 CS0323.Superseded values are not recommended for survey control.
 CS0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0323.See file dsdata.txt to determine how the superseded data were derived.
 CS0323
 CS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA432973(NAD 83)
 CS0323_MARKER: DB = BENCH MARK DISK
 CS0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0323_SP_SET: CULVERT
 CS0323_STAMPING: D 959 1946
 CS0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0323
 CS0323  HISTORY     - Date     Condition        Report By
 CS0323  HISTORY     - 1946     MONUMENTED       CGS
 CS0323
 CS0323                          STATION DESCRIPTION
 CS0323
 CS0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0323'3.0 MI NE FROM ROSSER.
 CS0323'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION
 CS0323'(ABANDONED) AT ROSSER, GO NORTHEAST 3.0 MILES ALONG STATE HIGHWAY 34
 CS0323'TO THE SITE OF THE MARK.  THE BENCH MARK IS IN THE NORTHEAST END OF
 CS0323'THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.  20.2 FEET NORTHWEST OF
 CS0323'AND 0.7 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY.  A BRONZE
 CS0323'DISK SET IN THE TOP OF THE HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0442 ***********************************************************************
 CR0442  DESIGNATION -  D 96
 CR0442  PID         -  CR0442
 CR0442  STATE/COUNTY-  TX/SMITH
 CR0442  USGS QUAD   -  TYLER NORTH (1973)
 CR0442
 CR0442                         *CURRENT SURVEY CONTROL
 CR0442  ___________________________________________________________________
 CR0442* NAD 83(1986)-  32 26 04.     (N)    095 21 58.     (W)     SCALED    
 CR0442* NAVD 88     -       148.450  (meters)     487.04   (feet)  ADJUSTED  
 CR0442  ___________________________________________________________________
 CR0442  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CR0442  DYNAMIC HT  -         148.277 (meters)     486.47  (feet)  COMP
 CR0442  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 CR0442
 CR0442  VERT ORDER  -  FIRST     CLASS II
 CR0442
 CR0442.The horizontal coordinates were scaled from a topographic map and have
 CR0442.an estimated accuracy of +/- 6 seconds.
 CR0442
 CR0442.The orthometric height was determined by differential leveling
 CR0442.and adjusted by the National Geodetic Survey in June 1991..
 CR0442
 CR0442.The geoid height was determined by GEOID03.
 CR0442
 CR0442.The dynamic height is computed by dividing the NAVD 88
 CR0442.geopotential number by the normal gravity value computed on the
 CR0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0442.degrees latitude (g = 980.6199 gals.).
 CR0442
 CR0442.The modeled gravity was interpolated from observed gravity values.
 CR0442
 CR0442;                    North         East    Units  Estimated Accuracy
 CR0442;SPC TXNC     - 2,089,540.      894,660.      MT  (+/- 180 meters Scaled)
 CR0442
 CR0442                          SUPERSEDED SURVEY CONTROL
 CR0442
 CR0442  NGVD 29 (??/??/92)  148.480  (m)          487.14   (f) ADJ UNCH    1 2
 CR0442
 CR0442.Superseded values are not recommended for survey control.
 CR0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0442.See file dsdata.txt to determine how the superseded data were derived.
 CR0442
 CR0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR775910(NAD 83)
 CR0442_MARKER: DB = BENCH MARK DISK
 CR0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0442_STAMPING: 486.968 D 96 1933
 CR0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0442+STABILITY: SURFACE MOTION
 CR0442
 CR0442  HISTORY     - Date     Condition        Report By
 CR0442  HISTORY     - 1933     MONUMENTED       CGS
 CR0442  HISTORY     - 1959     MARK NOT FOUND   NGS
 CR0442
 CR0442                          STATION DESCRIPTION
 CR0442
 CR0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0442'7.1 MI N FROM TYLER.
 CR0442'7.1 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 CR0442'TYLER, SMITH COUNTY, 150 FEET SOUTH OF THE STATION AT SWAN, 950 FEET
 CR0442'NORTH OF MILEPOST 26, 25 FEET EAST OF THE TRACK, AND 12 FEET SOUTH OF
 CR0442'A FENCE SORNER.  A STANDARD DISK, STAMPED 486.968 D 96 1933 AND SET IN
 CR0442'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1457 ***********************************************************************
 CS1457  DESIGNATION -  D 961
 CS1457  PID         -  CS1457
 CS1457  STATE/COUNTY-  TX/DALLAS
 CS1457  USGS QUAD   -  SEAGOVILLE (1973)
 CS1457
 CS1457                         *CURRENT SURVEY CONTROL
 CS1457  ___________________________________________________________________
 CS1457* NAD 83(1986)-  32 40 34.     (N)    096 36 12.     (W)     SCALED    
 CS1457* NAVD 88     -       132.775  (meters)     435.61   (feet)  ADJUSTED  
 CS1457  ___________________________________________________________________
 CS1457  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CS1457  DYNAMIC HT  -         132.626 (meters)     435.12  (feet)  COMP
 CS1457  MODELED GRAV-     979,510.3   (mgal)                       NAVD 88
 CS1457
 CS1457  VERT ORDER  -  SECOND    CLASS 0
 CS1457
 CS1457.The horizontal coordinates were scaled from a topographic map and have
 CS1457.an estimated accuracy of +/- 6 seconds.
 CS1457
 CS1457.The orthometric height was determined by differential leveling
 CS1457.and adjusted by the National Geodetic Survey in June 1991..
 CS1457
 CS1457.The geoid height was determined by GEOID03.
 CS1457
 CS1457.The dynamic height is computed by dividing the NAVD 88
 CS1457.geopotential number by the normal gravity value computed on the
 CS1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1457.degrees latitude (g = 980.6199 gals.).
 CS1457
 CS1457.The modeled gravity was interpolated from observed gravity values.
 CS1457
 CS1457;                    North         East    Units  Estimated Accuracy
 CS1457;SPC TXNC     - 2,113,540.      777,870.      MT  (+/- 180 meters Scaled)
 CS1457
 CS1457                          SUPERSEDED SURVEY CONTROL
 CS1457
 CS1457  NGVD 29 (??/??/92)  132.790  (m)          435.66   (f) ADJ UNCH    2 0
 CS1457
 CS1457.Superseded values are not recommended for survey control.
 CS1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1457.See file dsdata.txt to determine how the superseded data were derived.
 CS1457
 CS1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB247179(NAD 83)
 CS1457_MARKER: DB = BENCH MARK DISK
 CS1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1457_STAMPING: D 961 1946
 CS1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1457+STABILITY: SURFACE MOTION
 CS1457
 CS1457  HISTORY     - Date     Condition        Report By
 CS1457  HISTORY     - 1946     MONUMENTED       CGS
 CS1457  HISTORY     - 1958     GOOD             NGS
 CS1457
 CS1457                          STATION DESCRIPTION
 CS1457
 CS1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1457'1.9 MI SE FROM RYLIE.
 CS1457'ABOUT 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 175 FROM THE H.S.
 CS1457'CHERRY JR. SCHOOL AT RYLIE, ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION
 CS1457'OF U.S. HIGHWAY NO. 175 AND BELT LINE ROAD, IN THE EAST END OF THE
 CS1457'SOUTH HEADWALL OF A 12 X 4 FOOT CONCRETE CULVERT, 29 FEET SOUTH OF AND
 CS1457'LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 CS1457
 CS1457                          STATION RECOVERY (1958)
 CS1457
 CS1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0282 ***********************************************************************
 AY0282  DESIGNATION -  D 962
 AY0282  PID         -  AY0282
 AY0282  STATE/COUNTY-  TX/BEXAR
 AY0282  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0282
 AY0282                         *CURRENT SURVEY CONTROL
 AY0282  ___________________________________________________________________
 AY0282* NAD 83(1986)-  29 26 20.     (N)    098 26 46.     (W)     SCALED    
 AY0282* NAVD 88     -       217.444  (meters)     713.40   (feet)  ADJUSTED  
 AY0282  ___________________________________________________________________
 AY0282  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AY0282  DYNAMIC HT  -         217.128 (meters)     712.36  (feet)  COMP
 AY0282  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 AY0282
 AY0282  VERT ORDER  -  FIRST     CLASS II
 AY0282
 AY0282.The horizontal coordinates were scaled from a topographic map and have
 AY0282.an estimated accuracy of +/- 6 seconds.
 AY0282
 AY0282.The orthometric height was determined by differential leveling
 AY0282.and adjusted by the National Geodetic Survey in June 1991..
 AY0282
 AY0282.The geoid height was determined by GEOID03.
 AY0282
 AY0282.The dynamic height is computed by dividing the NAVD 88
 AY0282.geopotential number by the normal gravity value computed on the
 AY0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0282.degrees latitude (g = 980.6199 gals.).
 AY0282
 AY0282.The modeled gravity was interpolated from observed gravity values.
 AY0282
 AY0282;                    North         East    Units  Estimated Accuracy
 AY0282;SPC TXSC     - 4,178,070.      653,730.      MT  (+/- 180 meters Scaled)
 AY0282
 AY0282                          SUPERSEDED SURVEY CONTROL
 AY0282
 AY0282  NGVD 29 (??/??/92)  217.326  (m)          713.01   (f) ADJ UNCH    1 2
 AY0282
 AY0282.Superseded values are not recommended for survey control.
 AY0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0282.See file dsdata.txt to determine how the superseded data were derived.
 AY0282
 AY0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT537567(NAD 83)
 AY0282_MARKER: DD = SURVEY DISK
 AY0282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0282_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0282_STAMPING: D 962 1946
 AY0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0282
 AY0282  HISTORY     - Date     Condition        Report By
 AY0282  HISTORY     - 1946     MONUMENTED
 AY0282  HISTORY     - 1946     GOOD             NGS
 AY0282  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0282  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 AY0282
 AY0282                          STATION DESCRIPTION
 AY0282
 AY0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0282'IN SAN ANTONIO.
 AY0282'AT SAN ANTONIO, AT THE NORTHWEST CORNER OF THE INTERSECTION OF HINES
 AY0282'STREET AND OLD SEGUIN ROAD, 47.0 FEET WEST NORTHWEST OF THE SOUTHWEST
 AY0282'CORNER OF FENCE AROUND SAN ANTONIO GENERAL DEPOT FOR THE U. S. ARMY,
 AY0282'39.9 FEET NORTH OF THE CENTER LINE OF OLD SEGUIN ROAD, 25.5 FEET WEST
 AY0282'OF THE CENTER LINE OF HINES STREET, SET IN THE TOP OF A 1-FOOT
 AY0282'CIRCULAR CONCRETE POST SURROUNDED BY A 2-FOOT CONCRETE PIPE WITH IRON
 AY0282'COVER WHICH IS FLUSH WITH THE GROUND.
 AY0282
 AY0282                          STATION RECOVERY (1967)
 AY0282
 AY0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0282'MARK NOT FOUND.
 AY0282
 AY0282                          STATION RECOVERY (1995)
 AY0282
 AY0282'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0252 ***********************************************************************
 AY0252  DESIGNATION -  D 963
 AY0252  PID         -  AY0252
 AY0252  STATE/COUNTY-  TX/BEXAR
 AY0252  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0252
 AY0252                         *CURRENT SURVEY CONTROL
 AY0252  ___________________________________________________________________
 AY0252* NAD 83(1986)-  29 28 07.     (N)    098 26 39.     (W)     SCALED    
 AY0252* NAVD 88     -       237.428  (meters)     778.96   (feet)  ADJUSTED  
 AY0252  ___________________________________________________________________
 AY0252  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AY0252  DYNAMIC HT  -         237.083 (meters)     777.83  (feet)  COMP
 AY0252  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 AY0252
 AY0252  VERT ORDER  -  FIRST     CLASS II
 AY0252
 AY0252.The horizontal coordinates were scaled from a topographic map and have
 AY0252.an estimated accuracy of +/- 6 seconds.
 AY0252
 AY0252.The orthometric height was determined by differential leveling
 AY0252.and adjusted by the National Geodetic Survey in June 1991..
 AY0252
 AY0252.The geoid height was determined by GEOID03.
 AY0252
 AY0252.The dynamic height is computed by dividing the NAVD 88
 AY0252.geopotential number by the normal gravity value computed on the
 AY0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0252.degrees latitude (g = 980.6199 gals.).
 AY0252
 AY0252.The modeled gravity was interpolated from observed gravity values.
 AY0252
 AY0252;                    North         East    Units  Estimated Accuracy
 AY0252;SPC TXSC     - 4,181,360.      653,910.      MT  (+/- 180 meters Scaled)
 AY0252
 AY0252                          SUPERSEDED SURVEY CONTROL
 AY0252
 AY0252  NGVD 29 (??/??/92)  237.309  (m)          778.57   (f) ADJ UNCH    1 2
 AY0252
 AY0252.Superseded values are not recommended for survey control.
 AY0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0252.See file dsdata.txt to determine how the superseded data were derived.
 AY0252
 AY0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT538600(NAD 83)
 AY0252_MARKER: DD = SURVEY DISK
 AY0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0252_STAMPING: D 963 1946
 AY0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0252+STABILITY: SURFACE MOTION
 AY0252
 AY0252  HISTORY     - Date     Condition        Report By
 AY0252  HISTORY     - 1946     MONUMENTED
 AY0252  HISTORY     - 1946     GOOD             NGS
 AY0252  HISTORY     - 1989     GOOD             USPSQD
 AY0252  HISTORY     - 19990227 GOOD             USPSQD
 AY0252
 AY0252                          STATION DESCRIPTION
 AY0252
 AY0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0252'IN SAN ANTONIO.
 AY0252'AT SAN ANTONIO, ALONG BURR ROAD, 93.0 FEET WEST OF THE CENTERLINE OF
 AY0252'DOVER ROAD, 26.1 FEET NORTH OF THE CENTERLINE OF BURR ROAD, 17.2 FEET
 AY0252'EAST OF A POINT DIRECTLY IN FRONT OF THE CENTER OF THE FRONT ENTRANCE
 AY0252'TO HOUSE NUMBER 795 BURR ROAD, SET IN THE TOP OF A 1-FOOT CIRCULAR
 AY0252'CONCRETE POST SURROUNDED BY A 2-FOOT CONCRETE PIPE WITH AN IRON COVER
 AY0252'WHICH IS FLUSH WITH THE GROUND.
 AY0252
 AY0252                          STATION RECOVERY (1989)
 AY0252
 AY0252'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0252'RECOVERED IN GOOD CONDITION.
 AY0252
 AY0252                          STATION RECOVERY (1999)
 AY0252
 AY0252'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0778 ***********************************************************************
 AY0778  DESIGNATION -  D 964
 AY0778  PID         -  AY0778
 AY0778  STATE/COUNTY-  TX/BEXAR
 AY0778  USGS QUAD   -  MACDONA (1991)
 AY0778
 AY0778                         *CURRENT SURVEY CONTROL
 AY0778  ___________________________________________________________________
 AY0778* NAD 83(1986)-  29 19 39.     (N)    098 42 13.     (W)     SCALED    
 AY0778* NAVD 88     -       194.976  (meters)     639.68   (feet)  ADJUSTED  
 AY0778  ___________________________________________________________________
 AY0778  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AY0778  DYNAMIC HT  -         194.695 (meters)     638.76  (feet)  COMP
 AY0778  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 AY0778
 AY0778  VERT ORDER  -  FIRST     CLASS II
 AY0778
 AY0778.The horizontal coordinates were scaled from a topographic map and have
 AY0778.an estimated accuracy of +/- 6 seconds.
 AY0778
 AY0778.The orthometric height was determined by differential leveling
 AY0778.and adjusted by the National Geodetic Survey in June 1991..
 AY0778.WARNING-Repeat measurements at this control monument indicate possible
 AY0778.vertical movement.
 AY0778
 AY0778.The geoid height was determined by GEOID03.
 AY0778
 AY0778.The dynamic height is computed by dividing the NAVD 88
 AY0778.geopotential number by the normal gravity value computed on the
 AY0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0778.degrees latitude (g = 980.6199 gals.).
 AY0778
 AY0778.The modeled gravity was interpolated from observed gravity values.
 AY0778
 AY0778;                    North         East    Units  Estimated Accuracy
 AY0778;SPC TXSC     - 4,165,630.      628,780.      MT  (+/- 180 meters Scaled)
 AY0778
 AY0778                          SUPERSEDED SURVEY CONTROL
 AY0778
 AY0778  NGVD 29 (??/??/92)  194.847  (m)          639.26   (f) ADJ UNCH    1 2
 AY0778
 AY0778.Superseded values are not recommended for survey control.
 AY0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0778.See file dsdata.txt to determine how the superseded data were derived.
 AY0778
 AY0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT287443(NAD 83)
 AY0778_MARKER: DB = BENCH MARK DISK
 AY0778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0778_SP_SET: BASE
 AY0778_STAMPING: D 964 1946
 AY0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0778
 AY0778  HISTORY     - Date     Condition        Report By
 AY0778  HISTORY     - 1946     MONUMENTED       CGS
 AY0778  HISTORY     - 1957     GOOD             NGS
 AY0778  HISTORY     - 19991210 GOOD             USPSQD
 AY0778
 AY0778                          STATION DESCRIPTION
 AY0778
 AY0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0778'0.6 MI W FROM MACDONA.
 AY0778'0.6 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0778'STATION SIGN AT MACDONA, 5 1/2 POLES WEST OF MILEPOST 227, 8.2 FEET
 AY0778'SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE CONCRETE BASE OF
 AY0778'SEMAPHORE 2712.
 AY0778
 AY0778                          STATION RECOVERY (1999)
 AY0778
 AY0778'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0735 ***********************************************************************
 CR0735  DESIGNATION -  D 965
 CR0735  PID         -  CR0735
 CR0735  STATE/COUNTY-  TX/VAN ZANDT
 CR0735  USGS QUAD   -  BEN WHEELER (1984)
 CR0735
 CR0735                         *CURRENT SURVEY CONTROL
 CR0735  ___________________________________________________________________
 CR0735* NAD 83(1986)-  32 25 54.     (N)    095 41 14.     (W)     SCALED    
 CR0735* NAVD 88     -       170.303  (meters)     558.74   (feet)  ADJUSTED  
 CR0735  ___________________________________________________________________
 CR0735  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CR0735  DYNAMIC HT  -         170.105 (meters)     558.09  (feet)  COMP
 CR0735  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CR0735
 CR0735  VERT ORDER  -  SECOND    CLASS 0
 CR0735
 CR0735.The horizontal coordinates were scaled from a topographic map and have
 CR0735.an estimated accuracy of +/- 6 seconds.
 CR0735
 CR0735.The orthometric height was determined by differential leveling
 CR0735.and adjusted by the National Geodetic Survey in June 1991..
 CR0735
 CR0735.The geoid height was determined by GEOID03.
 CR0735
 CR0735.The dynamic height is computed by dividing the NAVD 88
 CR0735.geopotential number by the normal gravity value computed on the
 CR0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0735.degrees latitude (g = 980.6199 gals.).
 CR0735
 CR0735.The modeled gravity was interpolated from observed gravity values.
 CR0735
 CR0735;                    North         East    Units  Estimated Accuracy
 CR0735;SPC TXNC     - 2,088,370.      864,490.      MT  (+/- 180 meters Scaled)
 CR0735
 CR0735                          SUPERSEDED SURVEY CONTROL
 CR0735
 CR0735  NGVD 29 (??/??/92)  170.317  (m)          558.78   (f) ADJ UNCH    2 0
 CR0735
 CR0735.Superseded values are not recommended for survey control.
 CR0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0735.See file dsdata.txt to determine how the superseded data were derived.
 CR0735
 CR0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR473914(NAD 83)
 CR0735_MARKER: DB = BENCH MARK DISK
 CR0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0735_STAMPING: D 965 1948
 CR0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0735+STABILITY: SURFACE MOTION
 CR0735
 CR0735  HISTORY     - Date     Condition        Report By
 CR0735  HISTORY     - 1948     MONUMENTED       CGS
 CR0735  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0735  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0735
 CR0735                          STATION DESCRIPTION
 CR0735
 CR0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0735'1.4 MI SE FROM BEN WHEELER.
 CR0735'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT BEN
 CR0735'WHEELER, 0.15 MILE SOUTHEAST OF A CONCRETE CULVERT, 49.4 FEET
 CR0735'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 42.7 FEET SOUTHWEST OF
 CR0735'THE WEST CORNER OF AN ABANDONED FARMHOUSE, 20.5 FEET SOUTH OF THE
 CR0735'SOUTH EDGE OF AN OPEN TOP WELL, 15.7 FEET NORTHWEST OF A 14-INCH PECAN
 CR0735'TREE, 1.8 FEET NORTHWEST OF A REFERENCE POST, 0.8 FOOT SOUTHWEST OF A
 CR0735'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CR0735'GROUND.
 CR0735
 CR0735                          STATION RECOVERY (1995)
 CR0735
 CR0735'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0735'MARK NOT FOUND.
 CR0735
 CR0735                          STATION RECOVERY (2004)
 CR0735
 CR0735'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1669 ***********************************************************************
 BY1669  DESIGNATION -  D 966
 BY1669  PID         -  BY1669
 BY1669  STATE/COUNTY-  TX/TRINITY
 BY1669  USGS QUAD   -  GLENDALE (1972)
 BY1669
 BY1669                         *CURRENT SURVEY CONTROL
 BY1669  ___________________________________________________________________
 BY1669* NAD 83(1986)-  31 00 58.     (N)    095 18 06.     (W)     SCALED    
 BY1669* NAVD 88     -        95.77   (+/-2cm)     314.2    (feet)  VERTCON   
 BY1669  ___________________________________________________________________
 BY1669  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY1669
 BY1669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1669
 BY1669.The horizontal coordinates were scaled from a topographic map and have
 BY1669.an estimated accuracy of +/- 6 seconds.
 BY1669
 BY1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1669.The vertical order pertains to the NGVD 29 superseded value.
 BY1669
 BY1669.The geoid height was determined by GEOID03.
 BY1669
 BY1669;                    North         East    Units  Estimated Accuracy
 BY1669;SPC TX C     - 3,160,460.    1,180,240.      MT  (+/- 180 meters Scaled)
 BY1669
 BY1669                          SUPERSEDED SURVEY CONTROL
 BY1669
 BY1669  NGVD 29 (??/??/92)   95.771  (m)          314.21   (f) ADJ UNCH    2 0
 BY1669
 BY1669.Superseded values are not recommended for survey control.
 BY1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1669.See file dsdata.txt to determine how the superseded data were derived.
 BY1669
 BY1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ802336(NAD 83)
 BY1669_MARKER: DB = BENCH MARK DISK
 BY1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1669_STAMPING: D 966 1948
 BY1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1669+STABILITY: SURFACE MOTION
 BY1669
 BY1669  HISTORY     - Date     Condition        Report By
 BY1669  HISTORY     - 1948     MONUMENTED       CGS
 BY1669
 BY1669                          STATION DESCRIPTION
 BY1669
 BY1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1669'IN GLENDALE.
 BY1669'AT GLENDALE, 187.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST DIRT
 BY1669'ROAD, 79.1 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE POST OFFICE
 BY1669'(AT THE E. ZINN GROCERY STORE), 78.4 FEET WEST OF THE CENTER LINE OF
 BY1669'STATE HIGHWAY 94, 1.4 FEET NORTH OF A REFERENCE POST, 0.8 FOOT EAST OF
 BY1669'A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 BY1669'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0274 ***********************************************************************
 DN0274  DESIGNATION -  D 967
 DN0274  PID         -  DN0274
 DN0274  STATE/COUNTY-  TX/COLLIN
 DN0274  USGS QUAD   -  FRISCO (1981)
 DN0274
 DN0274                         *CURRENT SURVEY CONTROL
 DN0274  ___________________________________________________________________
 DN0274* NAD 83(1986)-  33 07 49.     (N)    096 50 24.     (W)     SCALED    
 DN0274* NAVD 88     -       184.749  (meters)     606.13   (feet)  ADJUSTED  
 DN0274  ___________________________________________________________________
 DN0274  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DN0274  DYNAMIC HT  -         184.543 (meters)     605.45  (feet)  COMP
 DN0274  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 DN0274
 DN0274  VERT ORDER  -  SECOND    CLASS 0
 DN0274
 DN0274.The horizontal coordinates were scaled from a topographic map and have
 DN0274.an estimated accuracy of +/- 6 seconds.
 DN0274
 DN0274.The orthometric height was determined by differential leveling
 DN0274.and adjusted by the National Geodetic Survey in June 1991..
 DN0274
 DN0274.The geoid height was determined by GEOID03.
 DN0274
 DN0274.The dynamic height is computed by dividing the NAVD 88
 DN0274.geopotential number by the normal gravity value computed on the
 DN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0274.degrees latitude (g = 980.6199 gals.).
 DN0274
 DN0274.The modeled gravity was interpolated from observed gravity values.
 DN0274
 DN0274;                    North         East    Units  Estimated Accuracy
 DN0274;SPC TXNC     - 2,163,520.      754,880.      MT  (+/- 180 meters Scaled)
 DN0274
 DN0274                          SUPERSEDED SURVEY CONTROL
 DN0274
 DN0274  NGVD 29 (??/??/92)  184.760  (m)          606.17   (f) ADJ UNCH    2 0
 DN0274
 DN0274.Superseded values are not recommended for survey control.
 DN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0274.See file dsdata.txt to determine how the superseded data were derived.
 DN0274
 DN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB015678(NAD 83)
 DN0274_MARKER: DB = BENCH MARK DISK
 DN0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0274_STAMPING: D 967 1946
 DN0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0274+STABILITY: SURFACE MOTION
 DN0274
 DN0274  HISTORY     - Date     Condition        Report By
 DN0274  HISTORY     - 1946     MONUMENTED       CGS
 DN0274  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0274  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0274
 DN0274                          STATION DESCRIPTION
 DN0274
 DN0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0274'1.6 MI S FROM FRISCO.
 DN0274'1.6 MILES SOUTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM
 DN0274'THE STATION AT FRISCO.  THE MARK IS ACROSS THE TRACKS FROM MILE POST
 DN0274'687-10.  2 POLES NORTH OF BRIDGE 687-4, 42 FEET EAST OF THE CENTER
 DN0274'LINE OF THE TRACK, 12 FEET LOWER THAN THE TRACK, 5 FEET NORTH OF A
 DN0274'TELEPHONE POLE, 2 FEET WEST OF THE RIGHT OF WAY FENCE, 2 FEET SOUTH OF
 DN0274'A WHITE 4 X 4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 DN0274'POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 DN0274
 DN0274                          STATION RECOVERY (1994)
 DN0274
 DN0274'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0274'MARK NOT FOUND.
 DN0274
 DN0274                          STATION RECOVERY (2005)
 DN0274
 DN0274'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0696 ***********************************************************************
 BY0696  DESIGNATION -  D 968
 BY0696  PID         -  BY0696
 BY0696  STATE/COUNTY-  TX/ANGELINA
 BY0696  USGS QUAD   -  WELLS (1980)
 BY0696
 BY0696                         *CURRENT SURVEY CONTROL
 BY0696  ___________________________________________________________________
 BY0696* NAD 83(1986)-  31 23 43.     (N)    094 55 02.     (W)     SCALED    
 BY0696* NAVD 88     -        61.57   (+/-2cm)     202.0    (feet)  VERTCON   
 BY0696  ___________________________________________________________________
 BY0696  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BY0696
 BY0696  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0696
 BY0696.The horizontal coordinates were scaled from a topographic map and have
 BY0696.an estimated accuracy of +/- 6 seconds.
 BY0696
 BY0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0696.The vertical order pertains to the NGVD 29 superseded value.
 BY0696
 BY0696.The geoid height was determined by GEOID03.
 BY0696
 BY0696;                    North         East    Units  Estimated Accuracy
 BY0696;SPC TX C     - 3,204,160.    1,214,860.      MT  (+/- 180 meters Scaled)
 BY0696
 BY0696                          SUPERSEDED SURVEY CONTROL
 BY0696
 BY0696  NGVD 29 (??/??/92)   61.626  (m)          202.18   (f) ADJ UNCH    2 0
 BY0696
 BY0696.Superseded values are not recommended for survey control.
 BY0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0696.See file dsdata.txt to determine how the superseded data were derived.
 BY0696
 BY0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ177749(NAD 83)
 BY0696_MARKER: DB = BENCH MARK DISK
 BY0696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0696_SP_SET: BRIDGE ABUTMENT
 BY0696_STAMPING: D 968 1947
 BY0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0696
 BY0696  HISTORY     - Date     Condition        Report By
 BY0696  HISTORY     - 1947     MONUMENTED       CGS
 BY0696
 BY0696                          STATION DESCRIPTION
 BY0696
 BY0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0696'6.0 MI SW FROM POLLOCK.
 BY0696'6.0 MILES SOUTHWEST ALONG FARM HIGHWAY NO. 327 FROM THE POST OFFICE AT
 BY0696'POLLOCK, AT THE INTERSECTION OF FARM HIGHWAY NO.327 AND STATE HIGHWAY
 BY0696'NO.103, 61.0 FEET SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES OF
 BY0696'THE HIGHWAYS, 15.3 FEET SOUTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE
 BY0696'CENTER LINE OF STATE HIGHWAY NO.103, ON TOP OF THE SOUTH END OF THE
 BY0696'WEST CONCRETE ABUTMENT OF CONCRETE BRIDGE OVER BODAN CREEK, SET IN A
 BY0696'DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0814 ***********************************************************************
 CS0814  DESIGNATION -  D 969
 CS0814  PID         -  CS0814
 CS0814  STATE/COUNTY-  TX/ELLIS
 CS0814  USGS QUAD   -  ENNIS EAST (1978)
 CS0814
 CS0814                         *CURRENT SURVEY CONTROL
 CS0814  ___________________________________________________________________
 CS0814* NAD 83(1986)-  32 18 18.     (N)    096 30 27.     (W)     SCALED    
 CS0814* NAVD 88     -       138.198  (meters)     453.40   (feet)  ADJUSTED  
 CS0814  ___________________________________________________________________
 CS0814  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CS0814  DYNAMIC HT  -         138.039 (meters)     452.88  (feet)  COMP
 CS0814  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 CS0814
 CS0814  VERT ORDER  -  SECOND    CLASS 0
 CS0814
 CS0814.The horizontal coordinates were scaled from a topographic map and have
 CS0814.an estimated accuracy of +/- 6 seconds.
 CS0814
 CS0814.The orthometric height was determined by differential leveling
 CS0814.and adjusted by the National Geodetic Survey in June 1991..
 CS0814
 CS0814.The geoid height was determined by GEOID03.
 CS0814
 CS0814.The dynamic height is computed by dividing the NAVD 88
 CS0814.geopotential number by the normal gravity value computed on the
 CS0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0814.degrees latitude (g = 980.6199 gals.).
 CS0814
 CS0814.The modeled gravity was interpolated from observed gravity values.
 CS0814
 CS0814;                    North         East    Units  Estimated Accuracy
 CS0814;SPC TXNC     - 2,072,570.      787,630.      MT  (+/- 180 meters Scaled)
 CS0814
 CS0814                          SUPERSEDED SURVEY CONTROL
 CS0814
 CS0814  NGVD 29 (??/??/92)  138.19   (m)          453.4    (f) COMPUTED    2 0
 CS0814
 CS0814.Superseded values are not recommended for survey control.
 CS0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0814.See file dsdata.txt to determine how the superseded data were derived.
 CS0814
 CS0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA346769(NAD 83)
 CS0814_MARKER: DB = BENCH MARK DISK
 CS0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0814_STAMPING: D 969 1946
 CS0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0814+STABILITY: SURFACE MOTION
 CS0814
 CS0814  HISTORY     - Date     Condition        Report By
 CS0814  HISTORY     - 1946     MONUMENTED       USGS
 CS0814
 CS0814                          STATION DESCRIPTION
 CS0814
 CS0814'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CS0814'2.9 MI NE FROM ALMA.
 CS0814'2 BLOCKS EAST ALONG A GRAVELED STREET FROM THE TEXAS AND NEW ORLEANS
 CS0814'RAILROAD STATION AT ALMA, THENCE SOUTH 2 BLOCKS ALONG ANOTHER GRAVELED
 CS0814'STREET, THENCE NORTHEASTERLY 2.6 MILES ALONG A GRAVELED ROAD, 37 FEET
 CS0814'SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 93 FEET EAST
 CS0814'OF AND ACROSS THE ROAD FROM A FENCE CORNER, 72 FEET NORTHWEST OF A
 CS0814'WELL CURB AND 1.0 FOOT SOUTHWEST OF A 4 X 4-INCH MARKER POST. A
 CS0814'STANDARD DISK, STAMPED D 969 1946 AND SET IN THE TOP OF A CONCRETE
 CS0814'POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0098 ***********************************************************************
 DN0098  DESIGNATION -  D 97
 DN0098  PID         -  DN0098
 DN0098  STATE/COUNTY-  TX/HUNT
 DN0098  USGS QUAD   -  GREENVILLE NE (1963)
 DN0098
 DN0098                         *CURRENT SURVEY CONTROL
 DN0098  ___________________________________________________________________
 DN0098* NAD 83(1986)-  33 08 23.     (N)    096 06 46.     (W)     SCALED    
 DN0098* NAVD 88     -       171.360  (meters)     562.20   (feet)  ADJUSTED  
 DN0098  ___________________________________________________________________
 DN0098  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0098  DYNAMIC HT  -         171.174 (meters)     561.59  (feet)  COMP
 DN0098  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 DN0098
 DN0098  VERT ORDER  -  FIRST     CLASS II
 DN0098
 DN0098.The horizontal coordinates were scaled from a topographic map and have
 DN0098.an estimated accuracy of +/- 6 seconds.
 DN0098
 DN0098.The orthometric height was determined by differential leveling
 DN0098.and adjusted by the National Geodetic Survey in June 1991..
 DN0098.WARNING-Repeat measurements at this control monument indicate possible
 DN0098.vertical movement.
 DN0098
 DN0098.The geoid height was determined by GEOID03.
 DN0098
 DN0098.The dynamic height is computed by dividing the NAVD 88
 DN0098.geopotential number by the normal gravity value computed on the
 DN0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0098.degrees latitude (g = 980.6199 gals.).
 DN0098
 DN0098.The modeled gravity was interpolated from observed gravity values.
 DN0098
 DN0098;                    North         East    Units  Estimated Accuracy
 DN0098;SPC TXNC     - 2,165,880.      822,690.      MT  (+/- 180 meters Scaled)
 DN0098
 DN0098                          SUPERSEDED SURVEY CONTROL
 DN0098
 DN0098  NGVD 29 (??/??/92)  171.348  (m)          562.16   (f) ADJ UNCH    1 2
 DN0098
 DN0098.Superseded values are not recommended for survey control.
 DN0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0098.See file dsdata.txt to determine how the superseded data were derived.
 DN0098
 DN0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB693704(NAD 83)
 DN0098_MARKER: DB = BENCH MARK DISK
 DN0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0098_SP_SET: BUILDING
 DN0098_STAMPING: D 97 1933 562.164
 DN0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0098
 DN0098  HISTORY     - Date     Condition        Report By
 DN0098  HISTORY     - 1933     MONUMENTED       CGS
 DN0098  HISTORY     - 1959     GOOD             NGS
 DN0098  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0098  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0098
 DN0098                          STATION DESCRIPTION
 DN0098
 DN0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0098'IN GREENVILLE.
 DN0098'AT GREENVILLE, AT THE MISSOURI-KANSAS-TEXAS RAILROAD STATION, 52 1/2
 DN0098'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, SET VERTICALLY IN THE
 DN0098'WEST FACE OF THE STATION, 8 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 DN0098'BUILDING, 1 FOOT SOUTH OF THE SOUTH EDGE OF A WINDOW, AND ABOUT 4 FEET
 DN0098'ABOVE THE LEVEL OF THE WALKWAY.
 DN0098
 DN0098                          STATION RECOVERY (1986)
 DN0098
 DN0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0098'THE DISK HAS BEEN REMOVED FROM THE WALL OF THE RAILROAD STATION.
 DN0098
 DN0098                          STATION RECOVERY (1994)
 DN0098
 DN0098'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0394 ***********************************************************************
 CS0394  DESIGNATION -  D 970
 CS0394  PID         -  CS0394
 CS0394  STATE/COUNTY-  TX/ELLIS
 CS0394  USGS QUAD   -  ROSSER (1963)
 CS0394
 CS0394                         *CURRENT SURVEY CONTROL
 CS0394  ___________________________________________________________________
 CS0394* NAD 83(1986)-  32 23 19.     (N)    096 28 03.     (W)     SCALED    
 CS0394* NAVD 88     -        98.493  (meters)     323.14   (feet)  ADJUSTED  
 CS0394  ___________________________________________________________________
 CS0394  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CS0394  DYNAMIC HT  -          98.381 (meters)     322.77  (feet)  COMP
 CS0394  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 CS0394
 CS0394  VERT ORDER  -  SECOND    CLASS 0
 CS0394
 CS0394.The horizontal coordinates were scaled from a topographic map and have
 CS0394.an estimated accuracy of +/- 6 seconds.
 CS0394
 CS0394.The orthometric height was determined by differential leveling
 CS0394.and adjusted by the National Geodetic Survey in June 1991..
 CS0394
 CS0394.The geoid height was determined by GEOID03.
 CS0394
 CS0394.The dynamic height is computed by dividing the NAVD 88
 CS0394.geopotential number by the normal gravity value computed on the
 CS0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0394.degrees latitude (g = 980.6199 gals.).
 CS0394
 CS0394.The modeled gravity was interpolated from observed gravity values.
 CS0394
 CS0394;                    North         East    Units  Estimated Accuracy
 CS0394;SPC TXNC     - 2,081,910.      791,220.      MT  (+/- 180 meters Scaled)
 CS0394
 CS0394                          SUPERSEDED SURVEY CONTROL
 CS0394
 CS0394  NGVD 29 (??/??/92)   98.50   (m)          323.2    (f) COMPUTED    2 0
 CS0394
 CS0394.Superseded values are not recommended for survey control.
 CS0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0394.See file dsdata.txt to determine how the superseded data were derived.
 CS0394
 CS0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA382863(NAD 83)
 CS0394_MARKER: DB = BENCH MARK DISK
 CS0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0394_STAMPING: D 970 1946
 CS0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0394+STABILITY: SURFACE MOTION
 CS0394
 CS0394  HISTORY     - Date     Condition        Report By
 CS0394  HISTORY     - 1946     MONUMENTED       CGS
 CS0394  HISTORY     - 1963     POOR             USGS
 CS0394
 CS0394                          STATION DESCRIPTION
 CS0394
 CS0394'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CS0394'7.2 MI SW FROM ROSSER.
 CS0394'ROSSER 7.2 MILES SW OF.  TELICO 3.1 MILES NE OF.  TO REACH FROM JCT.
 CS0394'STATE HIGHWAY 34 AND FARM ROAD 2451 1 MILE ESE OF ROSSER GO SW 3.2
 CS0394'MILES ON HIGHWAY TO COUNTY ROAD SE.  PROCEED SE 1.9 MILES TO T-RD NW.
 CS0394'CONTINUE SW 1.05 MILES TO SITE OF MARK, BM IS .55 FT. SE AND ABOUT
 CS0394'LEVEL WITH CENTER LINE OF ROAD.  8 FT NW OF A 16 IN. TREE AND ABOUT
 CS0394'290 FT NE OF ROAD AND LEVEE.  A BRONZE DISK STAMPED D 970 1946 SET IN
 CS0394'TOP OF A CONCRETE POST.  NOTE-- (DISK HAS BEEN BATTERED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1385 ***********************************************************************
 CS1385  DESIGNATION -  D 971
 CS1385  PID         -  CS1385
 CS1385  STATE/COUNTY-  TX/DALLAS
 CS1385  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1385
 CS1385                         *CURRENT SURVEY CONTROL
 CS1385  ___________________________________________________________________
 CS1385* NAD 83(1986)-  32 48 22.     (N)    096 41 40.     (W)     SCALED    
 CS1385* NAVD 88     -       163.637  (meters)     536.87   (feet)  ADJUSTED  
 CS1385  ___________________________________________________________________
 CS1385  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CS1385  DYNAMIC HT  -         163.453 (meters)     536.26  (feet)  COMP
 CS1385  MODELED GRAV-     979,511.9   (mgal)                       NAVD 88
 CS1385
 CS1385  VERT ORDER  -  SECOND    CLASS 0
 CS1385
 CS1385.The horizontal coordinates were scaled from a topographic map and have
 CS1385.an estimated accuracy of +/- 6 seconds.
 CS1385
 CS1385.The orthometric height was determined by differential leveling
 CS1385.and adjusted by the National Geodetic Survey in June 1991..
 CS1385
 CS1385.The geoid height was determined by GEOID03.
 CS1385
 CS1385.The dynamic height is computed by dividing the NAVD 88
 CS1385.geopotential number by the normal gravity value computed on the
 CS1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1385.degrees latitude (g = 980.6199 gals.).
 CS1385
 CS1385.The modeled gravity was interpolated from observed gravity values.
 CS1385
 CS1385;                    North         East    Units  Estimated Accuracy
 CS1385;SPC TXNC     - 2,127,810.      769,080.      MT  (+/- 180 meters Scaled)
 CS1385
 CS1385                          SUPERSEDED SURVEY CONTROL
 CS1385
 CS1385  NGVD 29 (??/??/92)  163.64   (m)          536.9    (f) COMPUTED    2 0
 CS1385
 CS1385.Superseded values are not recommended for survey control.
 CS1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1385.See file dsdata.txt to determine how the superseded data were derived.
 CS1385
 CS1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB158321(NAD 83)
 CS1385_MARKER: DB = BENCH MARK DISK
 CS1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1385_STAMPING: D 971 1946
 CS1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1385+STABILITY: SURFACE MOTION
 CS1385
 CS1385  HISTORY     - Date     Condition        Report By
 CS1385  HISTORY     - 1946     MONUMENTED       CGS
 CS1385  HISTORY     - 1958     GOOD             NGS
 CS1385  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 CS1385
 CS1385                          STATION DESCRIPTION
 CS1385
 CS1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1385'IN DALLAS.
 CS1385'ABOUT 7.0 MILES NORTHEAST OF THE COUNTY COURT HOUSE IN DALLAS, IN GOOD
 CS1385'CONDITION AS DESCRIBED NEAR THE NORTHWEST CORNER OF THE LARGE YELLOW
 CS1385'HANGER, NOW THE WHITE ROCK AVIATION SCHOOL HANGER.  AT WHITE ROCK
 CS1385'AIRPORT, AT THE PARKER HUETT HANGAR, 2 FEET NORTHEAST OF THE NORTHWEST
 CS1385'CORNER, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS POST.
 CS1385
 CS1385                          STATION RECOVERY (1991)
 CS1385
 CS1385'RECOVERY NOTE BY US POWER SQUADRON 1991 (CES)
 CS1385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1705 ***********************************************************************
 BY1705  DESIGNATION -  D 972
 BY1705  PID         -  BY1705
 BY1705  STATE/COUNTY-  TX/LEON
 BY1705  USGS QUAD   -  LEONA (1964)
 BY1705
 BY1705                         *CURRENT SURVEY CONTROL
 BY1705  ___________________________________________________________________
 BY1705* NAD 83(1986)-  31 11 39.     (N)    095 58 27.     (W)     SCALED    
 BY1705* NAVD 88     -        84.56   (+/-2cm)     277.4    (feet)  VERTCON   
 BY1705  ___________________________________________________________________
 BY1705  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY1705
 BY1705  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1705
 BY1705.The horizontal coordinates were scaled from a topographic map and have
 BY1705.an estimated accuracy of +/- 6 seconds.
 BY1705
 BY1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1705.The vertical order pertains to the NGVD 29 superseded value.
 BY1705
 BY1705.The geoid height was determined by GEOID03.
 BY1705
 BY1705;                    North         East    Units  Estimated Accuracy
 BY1705;SPC TX C     - 3,177,470.    1,115,320.      MT  (+/- 180 meters Scaled)
 BY1705
 BY1705                          SUPERSEDED SURVEY CONTROL
 BY1705
 BY1705  NGVD 29 (??/??/92)   84.541  (m)          277.36   (f) ADJ UNCH    2 0
 BY1705
 BY1705.Superseded values are not recommended for survey control.
 BY1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1705.See file dsdata.txt to determine how the superseded data were derived.
 BY1705
 BY1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ165549(NAD 83)
 BY1705_MARKER: DB = BENCH MARK DISK
 BY1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1705_STAMPING: D 972 1947
 BY1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1705+STABILITY: SURFACE MOTION
 BY1705
 BY1705  HISTORY     - Date     Condition        Report By
 BY1705  HISTORY     - 1947     MONUMENTED       CGS
 BY1705
 BY1705                          STATION DESCRIPTION
 BY1705
 BY1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1705'2.9 MI N FROM LEONA.
 BY1705'ABOUT 2.9 MILES NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE
 BY1705'AT LEONA, ABOUT 4.7 MILES SOUTH OF CENTERVILLE, 54.4 FEET EAST OF AND
 BY1705'ABOUT 2.5 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, 28.5 FEET
 BY1705'NORTH OF THE NORTH END OF A BOARD GATE, 21.8 FEET NORTHWEST OF A
 BY1705'FOURTEEN INCH PIN OAK TREE, 5.0 FEET NORTHEAST OF A FENCE CORNER AND
 BY1705'1.5 FEET SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK
 BY1705'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE
 BY1705'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1717 ***********************************************************************
 BY1717  DESIGNATION -  D 973
 BY1717  PID         -  BY1717
 BY1717  STATE/COUNTY-  TX/MADISON
 BY1717  USGS QUAD   -  LEONA SW (1964)
 BY1717
 BY1717                         *CURRENT SURVEY CONTROL
 BY1717  ___________________________________________________________________
 BY1717* NAD 83(1986)-  31 04 13.     (N)    095 56 17.     (W)     SCALED    
 BY1717* NAVD 88     -       112.49   (+/-2cm)     369.1    (feet)  VERTCON   
 BY1717  ___________________________________________________________________
 BY1717  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BY1717
 BY1717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1717
 BY1717.The horizontal coordinates were scaled from a topographic map and have
 BY1717.an estimated accuracy of +/- 6 seconds.
 BY1717
 BY1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1717.The vertical order pertains to the NGVD 29 superseded value.
 BY1717
 BY1717.The geoid height was determined by GEOID03.
 BY1717
 BY1717;                    North         East    Units  Estimated Accuracy
 BY1717;SPC TX C     - 3,163,880.    1,119,300.      MT  (+/- 180 meters Scaled)
 BY1717
 BY1717                          SUPERSEDED SURVEY CONTROL
 BY1717
 BY1717  NGVD 29 (??/??/92)  112.474  (m)          369.01   (f) ADJ UNCH    2 0
 BY1717
 BY1717.Superseded values are not recommended for survey control.
 BY1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1717.See file dsdata.txt to determine how the superseded data were derived.
 BY1717
 BY1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ196411(NAD 83)
 BY1717_MARKER: DB = BENCH MARK DISK
 BY1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1717_STAMPING: D 973 1947
 BY1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1717+STABILITY: SURFACE MOTION
 BY1717
 BY1717  HISTORY     - Date     Condition        Report By
 BY1717  HISTORY     - 1947     MONUMENTED       CGS
 BY1717  HISTORY     - 19960601 GOOD             USPSQD
 BY1717
 BY1717                          STATION DESCRIPTION
 BY1717
 BY1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1717'7.7 MI S FROM LEONA.
 BY1717'TO REACH FROM THE POST OFFICE AT LEONA GO SOUTH 6.9 MILES ALONG U.S.
 BY1717'HIGHWAY NO. 75, THENCE WEST 0.8 MILE ALONG A GRADED DIRT ROAD TO SITE
 BY1717'OF MARK, BENCH MARK IS ABOUT 70 YARDS EAST OF A FARMHOUSE, 43.7 FEET
 BY1717'SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 13.8 FEET
 BY1717'EAST OF A FENCE CORNER, 2.0 FEET NORTH OF A FENCE AND 1.5 FEET WEST OF
 BY1717'A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1717'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
 BY1717
 BY1717                          STATION RECOVERY (1996)
 BY1717
 BY1717'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1356 ***********************************************************************
 BL1356  DESIGNATION -  D 974
 BL1356  PID         -  BL1356
 BL1356  STATE/COUNTY-  TX/SAN JACINTO
 BL1356  USGS QUAD   -  CONROE NE (1976)
 BL1356
 BL1356                         *CURRENT SURVEY CONTROL
 BL1356  ___________________________________________________________________
 BL1356* NAD 83(1986)-  30 25 14.     (N)    095 15 38.     (W)     SCALED    
 BL1356* NAVD 88     -        82.31   (+/-2cm)     270.0    (feet)  VERTCON   
 BL1356  ___________________________________________________________________
 BL1356  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL1356
 BL1356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1356
 BL1356.The horizontal coordinates were scaled from a topographic map and have
 BL1356.an estimated accuracy of +/- 6 seconds.
 BL1356
 BL1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1356.The vertical order pertains to the NGVD 29 superseded value.
 BL1356
 BL1356.The geoid height was determined by GEOID03.
 BL1356
 BL1356;                    North         East    Units  Estimated Accuracy
 BL1356;SPC TX C     - 3,094,680.    1,187,180.      MT  (+/- 180 meters Scaled)
 BL1356
 BL1356                          SUPERSEDED SURVEY CONTROL
 BL1356
 BL1356  NGVD 29 (??/??/92)   82.318  (m)          270.07   (f) ADJ UNCH    2 0
 BL1356
 BL1356.Superseded values are not recommended for survey control.
 BL1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1356.See file dsdata.txt to determine how the superseded data were derived.
 BL1356
 BL1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP828675(NAD 83)
 BL1356_MARKER: DB = BENCH MARK DISK
 BL1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1356_STAMPING: D 974 1947
 BL1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1356+STABILITY: SURFACE MOTION
 BL1356
 BL1356  HISTORY     - Date     Condition        Report By
 BL1356  HISTORY     - 1947     MONUMENTED       CGS
 BL1356  HISTORY     - 1959     GOOD             USGS
 BL1356
 BL1356                          STATION DESCRIPTION
 BL1356
 BL1356'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 BL1356'13.8 MI NW FROM FOSTORIA.
 BL1356'0.2 MILE SOUTH AND 9.2 MILES EAST OF THE POST OFFICE AT WILLIS, TO A
 BL1356'BRIDGE OVER PEACH CREEK, THENCE 2.5 MILES EAST ALONG A GRAVEL ROAD,
 BL1356'THENCE 1.4 MILES EAST AND SOUTH ALONG A TRACK ROAD TO A ROAD JUNCTION,
 BL1356'THENCE 0.9 MILE EAST ALONG A TRACK ROAD TO A ROAD JUNCTION, 117 FEET
 BL1356'NORTHEAST OF AN EAST-WEST ROAD, 15 FEET WEST OF AND LEVEL WITH THE
 BL1356'NORTH- SOUTH ROAD, 1.6 FEET SOUTHWEST OF A WITNESS POST, AND SET IN
 BL1356'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1267 ***********************************************************************
 BL1267  DESIGNATION -  D 975
 BL1267  PID         -  BL1267
 BL1267  STATE/COUNTY-  TX/MONTGOMERY
 BL1267  USGS QUAD   -  WILLIS (1997)
 BL1267
 BL1267                         *CURRENT SURVEY CONTROL
 BL1267  ___________________________________________________________________
 BL1267* NAD 83(1986)-  30 24 33.     (N)    095 28 27.     (W)     SCALED    
 BL1267* NAVD 88     -       102.86   (+/-2cm)     337.5    (feet)  VERTCON   
 BL1267  ___________________________________________________________________
 BL1267  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL1267
 BL1267  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1267
 BL1267.The horizontal coordinates were scaled from a topographic map and have
 BL1267.an estimated accuracy of +/- 6 seconds.
 BL1267
 BL1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1267.The vertical order pertains to the NGVD 29 superseded value.
 BL1267
 BL1267.The geoid height was determined by GEOID03.
 BL1267
 BL1267;                    North         East    Units  Estimated Accuracy
 BL1267;SPC TX C     - 3,092,510.    1,166,730.      MT  (+/- 180 meters Scaled)
 BL1267
 BL1267                          SUPERSEDED SURVEY CONTROL
 BL1267
 BL1267  NGVD 29 (??/??/92)  102.860  (m)          337.47   (f) ADJ UNCH    1 2
 BL1267
 BL1267.Superseded values are not recommended for survey control.
 BL1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1267.See file dsdata.txt to determine how the superseded data were derived.
 BL1267
 BL1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP623667(NAD 83)
 BL1267_MARKER: DB = BENCH MARK DISK
 BL1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1267_STAMPING: D 975 1947
 BL1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1267+STABILITY: SURFACE MOTION
 BL1267
 BL1267  HISTORY     - Date     Condition        Report By
 BL1267  HISTORY     - 1947     MONUMENTED       CGS
 BL1267  HISTORY     - 1960     GOOD             NGS
 BL1267  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1267  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1267
 BL1267                          STATION DESCRIPTION
 BL1267
 BL1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL1267'1.1 MI S FROM WILLIS.
 BL1267'ABOUT 1.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL1267'STATION AT WILLIS, 6 POLES NORTH OF MILE POST 105, 42 FEET WEST OF THE
 BL1267'WEST RAIL, 4 1/2 FEET EAST OF A FENCE, 22 FEET NORTH OF THE FIRST POLE
 BL1267'SOUTH OF A ROAD CROSSING, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT 1
 BL1267'FOOT ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BL1267'PROJECTING 1 INCH.
 BL1267
 BL1267                          STATION RECOVERY (1973)
 BL1267
 BL1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1267'MARK NOT FOUND.
 BL1267
 BL1267                          STATION RECOVERY (1978)
 BL1267
 BL1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1267'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0956 ***********************************************************************
 BL0956  DESIGNATION -  D 976
 BL0956  PID         -  BL0956
 BL0956  STATE/COUNTY-  TX/WALKER
 BL0956  USGS QUAD   -  STALEY (1972)
 BL0956
 BL0956                         *CURRENT SURVEY CONTROL
 BL0956  ___________________________________________________________________
 BL0956* NAD 83(1986)-  30 49 34.     (N)    095 20 16.     (W)     SCALED    
 BL0956* NAVD 88     -        45.57   (+/-2cm)     149.5    (feet)  VERTCON   
 BL0956  ___________________________________________________________________
 BL0956  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0956
 BL0956  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0956
 BL0956.The horizontal coordinates were scaled from a topographic map and have
 BL0956.an estimated accuracy of +/- 6 seconds.
 BL0956
 BL0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0956.The vertical order pertains to the NGVD 29 superseded value.
 BL0956
 BL0956.The geoid height was determined by GEOID03.
 BL0956
 BL0956;                    North         East    Units  Estimated Accuracy
 BL0956;SPC TX C     - 3,139,260.    1,177,750.      MT  (+/- 180 meters Scaled)
 BL0956
 BL0956                          SUPERSEDED SURVEY CONTROL
 BL0956
 BL0956  NGVD 29 (??/??/92)   45.582  (m)          149.55   (f) ADJ UNCH    2 0
 BL0956
 BL0956.Superseded values are not recommended for survey control.
 BL0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0956.See file dsdata.txt to determine how the superseded data were derived.
 BL0956
 BL0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ763126(NAD 83)
 BL0956_MARKER: DB = BENCH MARK DISK
 BL0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0956_STAMPING: D 976 1947
 BL0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0956+STABILITY: SURFACE MOTION
 BL0956
 BL0956  HISTORY     - Date     Condition        Report By
 BL0956  HISTORY     - 1947     MONUMENTED       CGS
 BL0956
 BL0956                          STATION DESCRIPTION
 BL0956
 BL0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0956'4.8 MI SE FROM RIVERSIDE.
 BL0956'0.4 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILWAY STATION AT
 BL0956'RIVERSIDE, THENCE 1.4 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL0956'3.1 MILES EAST ALONG A GRADED DIRT ROAD, 150 YARDS WEST OF A CREEK
 BL0956'CROSSING, 30.0 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE
 BL0956'ROAD, 27.2 FEET SOUTHEAST OF A NAIL IN THE CENTER OF A TRIANGULAR
 BL0956'BLAZE ON SOUTH SIDE OF A 8-INCH HICKORY TREE, 14.6 FEET NORTHWEST OF A
 BL0956'NAIL IN THE CENTER OF A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF A
 BL0956'6-INCH PINE TREE, 3.0 FEET SOUTH OF A FENCE, 2.5 FEET WEST OF A 4X4
 BL0956'MARKER POST, SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE
 BL0956'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1449 ***********************************************************************
 BY1449  DESIGNATION -  D 978
 BY1449  PID         -  BY1449
 BY1449  STATE/COUNTY-  TX/WALKER
 BY1449  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1449
 BY1449                         *CURRENT SURVEY CONTROL
 BY1449  ___________________________________________________________________
 BY1449* NAD 83(1986)-  31 01 29.     (N)    095 26 19.     (W)     SCALED    
 BY1449* NAVD 88     -        80.83   (+/-2cm)     265.2    (feet)  VERTCON   
 BY1449  ___________________________________________________________________
 BY1449  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY1449
 BY1449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1449
 BY1449.The horizontal coordinates were scaled from a topographic map and have
 BY1449.an estimated accuracy of +/- 6 seconds.
 BY1449
 BY1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1449.The vertical order pertains to the NGVD 29 superseded value.
 BY1449
 BY1449.The geoid height was determined by GEOID03.
 BY1449
 BY1449;                    North         East    Units  Estimated Accuracy
 BY1449;SPC TX C     - 3,160,830.    1,167,140.      MT  (+/- 180 meters Scaled)
 BY1449
 BY1449                          SUPERSEDED SURVEY CONTROL
 BY1449
 BY1449  NGVD 29 (??/??/92)   80.832  (m)          265.20   (f) ADJ UNCH    2 0
 BY1449
 BY1449.Superseded values are not recommended for survey control.
 BY1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1449.See file dsdata.txt to determine how the superseded data were derived.
 BY1449
 BY1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ672348(NAD 83)
 BY1449_MARKER: DB = BENCH MARK DISK
 BY1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1449_STAMPING: D 978 1947
 BY1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1449+STABILITY: SURFACE MOTION
 BY1449
 BY1449  HISTORY     - Date     Condition        Report By
 BY1449  HISTORY     - 1947     MONUMENTED       CGS
 BY1449
 BY1449                          STATION DESCRIPTION
 BY1449
 BY1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1449'7.65 MI NW FROM TRINITY.
 BY1449'6.6 MILES NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE AT
 BY1449'TRINITY, THENCE 1.05 MILES WEST ALONG A DIRT ROAD, AT THE TOP OF A
 BY1449'HILL, 345 FEET EAST OF AND ACROSS THE ROAD FROM THE CENTER LINE OF A
 BY1449'DRIVEWAY LEADING SOUTH TO A FARM HOUSE, 26 FEET NORTH OF THE CENTER
 BY1449'LINE OF THE ROAD, 2 FEET EAST OF A 4X4 MARKER POST, 1 FOOT SOUTH OF
 BY1449'THE NORTH RIGHT OF WAY FENCE, 1 FOOT ABOVE THE ROAD, A BRONZE DISK SET
 BY1449'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 BY1449'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1998 ***********************************************************************
 BY1998  DESIGNATION -  D 979
 BY1998  PID         -  BY1998
 BY1998  STATE/COUNTY-  TX/HOUSTON
 BY1998  USGS QUAD   -  WELDON (1972)
 BY1998
 BY1998                         *CURRENT SURVEY CONTROL
 BY1998  ___________________________________________________________________
 BY1998* NAD 83(1986)-  31 06 00.     (N)    095 36 32.     (W)     SCALED    
 BY1998* NAVD 88     -        79.82   (+/-2cm)     261.9    (feet)  VERTCON   
 BY1998  ___________________________________________________________________
 BY1998  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BY1998
 BY1998  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1998
 BY1998.The horizontal coordinates were scaled from a topographic map and have
 BY1998.an estimated accuracy of +/- 6 seconds.
 BY1998
 BY1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1998.The vertical order pertains to the NGVD 29 superseded value.
 BY1998
 BY1998.The geoid height was determined by GEOID03.
 BY1998
 BY1998;                    North         East    Units  Estimated Accuracy
 BY1998;SPC TX C     - 3,168,460.    1,150,550.      MT  (+/- 180 meters Scaled)
 BY1998
 BY1998                          SUPERSEDED SURVEY CONTROL
 BY1998
 BY1998  NGVD 29 (??/??/92)   79.825  (m)          261.89   (f) ADJ UNCH    2 0
 BY1998
 BY1998.Superseded values are not recommended for survey control.
 BY1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1998.See file dsdata.txt to determine how the superseded data were derived.
 BY1998
 BY1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ511436(NAD 83)
 BY1998_MARKER: DB = BENCH MARK DISK
 BY1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1998_STAMPING: D 979 1947
 BY1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1998+STABILITY: SURFACE MOTION
 BY1998
 BY1998  HISTORY     - Date     Condition        Report By
 BY1998  HISTORY     - 1947     MONUMENTED       CGS
 BY1998
 BY1998                          STATION DESCRIPTION
 BY1998
 BY1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1998'5.15 MI E FROM SAND RIDGE.
 BY1998'TO REACH FROM THE MURRAY FARMS HEADQUARTERS NO. 1 AT SAND RIDGE,
 BY1998'PROCEED 4.65 MILES EAST ALONG A DIRT ROAD TO THE JUNCTION OF AN OLD
 BY1998'ABANDONED DIRT ROAD LEADING SOUTHEAST (0.1 MILE EAST OF A WOODEN
 BY1998'BRIDGE OVER A DRY WASH), THENCE 0.5 MILE SOUTHEAST ALONG AN OLD
 BY1998'ABANDONED DIRT ROAD, BENCH MARK IS AT THE TOP OF A HILL AND IN THE
 BY1998'EAST ANGLE OF THE JUNCTION OF A DIM ONE TRACK DIRT CROSS ROAD, 43.0
 BY1998'FEET EAST OF THE INTERSECTION OF THE CENTER LINES OF THE TWO ROADS,
 BY1998'41.0 FEET SOUTHEAST OF THE CENTER OF THE ONE TRACK CROSS ROAD, 33.0
 BY1998'FEET NORTHEAST OF THE CENTER OF THE MAIN ROAD, 2.0 FEET SOUTHEAST OF A
 BY1998'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 BY1998'ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0441 ***********************************************************************
 DN0441  DESIGNATION -  D 98
 DN0441  PID         -  DN0441
 DN0441  STATE/COUNTY-  TX/GRAYSON
 DN0441  USGS QUAD   -  SHERMAN (1974)
 DN0441
 DN0441                         *CURRENT SURVEY CONTROL
 DN0441  ___________________________________________________________________
 DN0441* NAD 83(1986)-  33 44 49.     (N)    096 31 57.     (W)     SCALED    
 DN0441* NAVD 88     -       222.462  (meters)     729.86   (feet)  ADJUSTED  
 DN0441  ___________________________________________________________________
 DN0441  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DN0441  DYNAMIC HT  -         222.224 (meters)     729.08  (feet)  COMP
 DN0441  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 DN0441
 DN0441  VERT ORDER  -  FIRST     CLASS II
 DN0441
 DN0441.The horizontal coordinates were scaled from a topographic map and have
 DN0441.an estimated accuracy of +/- 6 seconds.
 DN0441
 DN0441.The orthometric height was determined by differential leveling
 DN0441.and adjusted by the National Geodetic Survey in June 1991..
 DN0441
 DN0441.The geoid height was determined by GEOID03.
 DN0441
 DN0441.The dynamic height is computed by dividing the NAVD 88
 DN0441.geopotential number by the normal gravity value computed on the
 DN0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0441.degrees latitude (g = 980.6199 gals.).
 DN0441
 DN0441.The modeled gravity was interpolated from observed gravity values.
 DN0441
 DN0441;                    North         East    Units  Estimated Accuracy
 DN0441;SPC TXNC     - 2,232,400.      782,280.      MT  (+/- 180 meters Scaled)
 DN0441
 DN0441                          SUPERSEDED SURVEY CONTROL
 DN0441
 DN0441  NGVD 29 (??/??/92)  222.436  (m)          729.78   (f) ADJ UNCH    1 2
 DN0441
 DN0441.Superseded values are not recommended for survey control.
 DN0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0441.See file dsdata.txt to determine how the superseded data were derived.
 DN0441
 DN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC285368(NAD 83)
 DN0441_MARKER: DB = BENCH MARK DISK
 DN0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0441_STAMPING: 729.775 D 98 1933
 DN0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0441+STABILITY: SURFACE MOTION
 DN0441
 DN0441  HISTORY     - Date     Condition        Report By
 DN0441  HISTORY     - 1933     MONUMENTED       CGS
 DN0441  HISTORY     - 1934     GOOD             NGS
 DN0441  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0441
 DN0441                          STATION DESCRIPTION
 DN0441
 DN0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0441'0.6 MI SE FROM DENISON.
 DN0441'0.6 MILE SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0441'FROM DENISON, GRAYSON COUNTY, 180 FEET NORTHWEST OF THE CONCRETE
 DN0441'UNDERGRADE CROSSING OF THE TEXAS AND PACIFIC RAILWAY, 30 FEET SOUTH OF
 DN0441'THE EAST MUNSON STREET CROSSING, AND 40 FEET WEST OF THE TRACK.  A
 DN0441'STANDARD DISK, STAMPED 729.775 D 98 1933 AND SET IN THE TOP OF A
 DN0441'CONCRETE POST.
 DN0441
 DN0441                          STATION RECOVERY (1934)
 DN0441
 DN0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DN0441'RECOVERED IN GOOD CONDITION.
 DN0441
 DN0441                          STATION RECOVERY (1986)
 DN0441
 DN0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1332 ***********************************************************************
 BL1332  DESIGNATION -  D 980
 BL1332  PID         -  BL1332
 BL1332  STATE/COUNTY-  TX/SAN JACINTO
 BL1332  USGS QUAD   -  WESTCOTT (1976)
 BL1332
 BL1332                         *CURRENT SURVEY CONTROL
 BL1332  ___________________________________________________________________
 BL1332* NAD 83(1986)-  30 29 33.     (N)    095 07 22.     (W)     SCALED    
 BL1332* NAVD 88     -        78.95   (+/-2cm)     259.0    (feet)  VERTCON   
 BL1332  ___________________________________________________________________
 BL1332  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1332
 BL1332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1332
 BL1332.The horizontal coordinates were scaled from a topographic map and have
 BL1332.an estimated accuracy of +/- 6 seconds.
 BL1332
 BL1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1332.The vertical order pertains to the NGVD 29 superseded value.
 BL1332
 BL1332.The geoid height was determined by GEOID03.
 BL1332
 BL1332;                    North         East    Units  Estimated Accuracy
 BL1332;SPC TX C     - 3,103,260.    1,200,020.      MT  (+/- 180 meters Scaled)
 BL1332
 BL1332                          SUPERSEDED SURVEY CONTROL
 BL1332
 BL1332  NGVD 29 (??/??/92)   78.959  (m)          259.05   (f) ADJ UNCH    2 0
 BL1332
 BL1332.Superseded values are not recommended for survey control.
 BL1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1332.See file dsdata.txt to determine how the superseded data were derived.
 BL1332
 BL1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP962752(NAD 83)
 BL1332_MARKER: DB = BENCH MARK DISK
 BL1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1332_STAMPING: D 980 1947
 BL1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1332+STABILITY: SURFACE MOTION
 BL1332
 BL1332  HISTORY     - Date     Condition        Report By
 BL1332  HISTORY     - 1947     MONUMENTED       CGS
 BL1332
 BL1332                          STATION DESCRIPTION
 BL1332
 BL1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1332'8.9 MI W FROM SHEPHERD.
 BL1332'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1332'SHEPHERD, THENCE 4.2 MILES SOUTHWEST ALONG SAM HOUSTON NATIONAL FOREST
 BL1332'HIGHWAY 217, 22 YARDS EAST OF A WOODEN CULVERT, 33.3 FEET SOUTHEAST OF
 BL1332'A TELEPHONE POLE, 33.0 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE OF
 BL1332'THE HIGHWAY, 13.5 FEET NORTHEAST OF A 12 INCH PINE TREE, 9.2 FEET
 BL1332'NORTHWEST OF A TRIANGULAR BLAZED 12 INCH PINE TREE, 1.8 FEET WEST OF A
 BL1332'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 BL1332'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1141 ***********************************************************************
 BL1141  DESIGNATION -  D 981
 BL1141  PID         -  BL1141
 BL1141  STATE/COUNTY-  TX/SAN JACINTO
 BL1141  USGS QUAD   -  CAMILLA (1997)
 BL1141
 BL1141                         *CURRENT SURVEY CONTROL
 BL1141  ___________________________________________________________________
 BL1141* NAD 83(1986)-  30 36 50.     (N)    095 02 15.     (W)     SCALED    
 BL1141* NAVD 88     -        30.88   (+/-2cm)     101.3    (feet)  VERTCON   
 BL1141  ___________________________________________________________________
 BL1141  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1141
 BL1141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1141
 BL1141.The horizontal coordinates were scaled from a topographic map and have
 BL1141.an estimated accuracy of +/- 6 seconds.
 BL1141
 BL1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1141.The vertical order pertains to the NGVD 29 superseded value.
 BL1141
 BL1141.The geoid height was determined by GEOID03.
 BL1141
 BL1141;                    North         East    Units  Estimated Accuracy
 BL1141;SPC TX C     - 3,117,090.    1,207,560.      MT  (+/- 180 meters Scaled)
 BL1141
 BL1141                          SUPERSEDED SURVEY CONTROL
 BL1141
 BL1141  NGVD 29 (??/??/92)   30.895  (m)          101.36   (f) ADJ UNCH    2 0
 BL1141
 BL1141.Superseded values are not recommended for survey control.
 BL1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1141.See file dsdata.txt to determine how the superseded data were derived.
 BL1141
 BL1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP046885(NAD 83)
 BL1141_MARKER: DB = BENCH MARK DISK
 BL1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1141_STAMPING: D 981 1947
 BL1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1141+STABILITY: SURFACE MOTION
 BL1141
 BL1141  HISTORY     - Date     Condition        Report By
 BL1141  HISTORY     - 1947     MONUMENTED       CGS
 BL1141
 BL1141                          STATION DESCRIPTION
 BL1141
 BL1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1141'1.7 MI NE FROM CAMILLA.
 BL1141'0.1 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT CAMILLA,
 BL1141'THENCE 1.6 MILES NORTHEAST, 154.0 FEET SOUTHWEST OF A LONE 24 INCH
 BL1141'WALNUT TREE, 60.0 FEET NORTHEAST OF A LONE 18 INCH WALNUT TREE, 23.0
 BL1141'FEET NORTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 10.0
 BL1141'FEET SOUTHEAST OF A FENCE, 2.0 FEET NORTHEAST OF A WITNESS POST, SET
 BL1141'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 BL1141'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1007 ***********************************************************************
 BL1007  DESIGNATION -  D 982
 BL1007  PID         -  BL1007
 BL1007  STATE/COUNTY-  TX/WALKER
 BL1007  USGS QUAD   -  OAKHURST (1972)
 BL1007
 BL1007                         *CURRENT SURVEY CONTROL
 BL1007  ___________________________________________________________________
 BL1007* NAD 83(1986)-  30 41 33.     (N)    095 20 28.     (W)     SCALED    
 BL1007* NAVD 88     -        99.33   (+/-2cm)     325.9    (feet)  VERTCON   
 BL1007  ___________________________________________________________________
 BL1007  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL1007
 BL1007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1007
 BL1007.The horizontal coordinates were scaled from a topographic map and have
 BL1007.an estimated accuracy of +/- 6 seconds.
 BL1007
 BL1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1007.The vertical order pertains to the NGVD 29 superseded value.
 BL1007
 BL1007.The geoid height was determined by GEOID03.
 BL1007
 BL1007;                    North         East    Units  Estimated Accuracy
 BL1007;SPC TX C     - 3,124,450.    1,178,090.      MT  (+/- 180 meters Scaled)
 BL1007
 BL1007                          SUPERSEDED SURVEY CONTROL
 BL1007
 BL1007  NGVD 29 (??/??/92)   99.337  (m)          325.91   (f) ADJ UNCH    2 0
 BL1007
 BL1007.Superseded values are not recommended for survey control.
 BL1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1007.See file dsdata.txt to determine how the superseded data were derived.
 BL1007
 BL1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP757978(NAD 83)
 BL1007_MARKER: DB = BENCH MARK DISK
 BL1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1007_STAMPING: D 982 1947
 BL1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1007+STABILITY: SURFACE MOTION
 BL1007
 BL1007  HISTORY     - Date     Condition        Report By
 BL1007  HISTORY     - 1947     MONUMENTED       CGS
 BL1007
 BL1007                          STATION DESCRIPTION
 BL1007
 BL1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1007'4.9 MI SW FROM OAKHURST.
 BL1007'0.2 MILE EAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL1007'OAKHURST, THENCE 0.9 MILE SOUTH ALONG A GRADED DIRT ROAD, TO A ROAD
 BL1007'JUNCTION, THENCE 1.9 MILES SOUTHWEST ALONG A GRADED DIRT ROAD TO A
 BL1007'ROAD JUNCTION, THENCE 0.6 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 BL1007'0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.7 MILE WEST
 BL1007'ALONG A TRAIL, 0.6 MILE EAST AND 0.4 MILE SOUTHEAST OF BENCH MARK E
 BL1007'982, 38.0 FEET WEST OF A 24 INCH GUM TREE, 24.0 FEET SOUTH OF A 24
 BL1007'INCH FORKED OAK TREE, 18.0 FEET EAST OF A 10 INCH PINE TREE, 15.0 FEET
 BL1007'SOUTH OF AND LEVEL WITH THE CENTER LINE OF THE TRAIL, 4.0 FEET SOUTH
 BL1007'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 BL1007'INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1716 ***********************************************************************
 BL1716  DESIGNATION -  D 983
 BL1716  PID         -  BL1716
 BL1716  STATE/COUNTY-  TX/MADISON
 BL1716  USGS QUAD   -  BAKER LAKE (1972)
 BL1716
 BL1716                         *CURRENT SURVEY CONTROL
 BL1716  ___________________________________________________________________
 BL1716* NAD 83(1986)-  30 56 25.     (N)    095 44 54.     (W)     SCALED    
 BL1716* NAVD 88     -        69.65   (+/-2cm)     228.5    (feet)  VERTCON   
 BL1716  ___________________________________________________________________
 BL1716  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BL1716
 BL1716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1716
 BL1716.The horizontal coordinates were scaled from a topographic map and have
 BL1716.an estimated accuracy of +/- 6 seconds.
 BL1716
 BL1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1716.The vertical order pertains to the NGVD 29 superseded value.
 BL1716
 BL1716.The geoid height was determined by GEOID03.
 BL1716
 BL1716;                    North         East    Units  Estimated Accuracy
 BL1716;SPC TX C     - 3,150,210.    1,137,980.      MT  (+/- 180 meters Scaled)
 BL1716
 BL1716                          SUPERSEDED SURVEY CONTROL
 BL1716
 BL1716  NGVD 29 (??/??/92)   69.649  (m)          228.51   (f) ADJ UNCH    2 0
 BL1716
 BL1716.Superseded values are not recommended for survey control.
 BL1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1716.See file dsdata.txt to determine how the superseded data were derived.
 BL1716
 BL1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ374262(NAD 83)
 BL1716_MARKER: DB = BENCH MARK DISK
 BL1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1716_STAMPING: D 983 1947
 BL1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1716+STABILITY: SURFACE MOTION
 BL1716
 BL1716  HISTORY     - Date     Condition        Report By
 BL1716  HISTORY     - 1947     MONUMENTED       CGS
 BL1716  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1716
 BL1716                          STATION DESCRIPTION
 BL1716
 BL1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1716'8.9 MI SW FROM MIDWAY.
 BL1716'5.8 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1716'AT MIDWAY, THENCE 3.1 MILES WEST ALONG A DIRT ROAD, ON THE OUTSIDE OF
 BL1716'AND AT THE WEST END OF A DOUBLE CURVE IN THE ROAD, 48 FEET SOUTHEAST
 BL1716'OF THE JUNCTION OF THE CENTER LINES OF THE MAIN ROAD AND A PRIVATE
 BL1716'ROAD LEADING EAST TO A FARM HOUSE, 9 FEET EAST OF A 24 INCH OAK TREE,
 BL1716'9 FEET EAST OF A FENCE CORNER, 2 FEET EAST OF A 4X4 MARKER POST, 2
 BL1716'FEET NORTH OF AN EAST AND WEST FENCE, SET IN THE TOP OF A CONCRETE
 BL1716'POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 BL1716
 BL1716                          STATION RECOVERY (1996)
 BL1716
 BL1716'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1770 ***********************************************************************
 BL1770  DESIGNATION -  D 984
 BL1770  PID         -  BL1770
 BL1770  STATE/COUNTY-  TX/WALKER
 BL1770  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1770
 BL1770                         *CURRENT SURVEY CONTROL
 BL1770  ___________________________________________________________________
 BL1770* NAD 83(1986)-  30 49 30.     (N)    095 35 48.     (W)     SCALED    
 BL1770* NAVD 88     -        60.05   (+/-2cm)     197.0    (feet)  VERTCON   
 BL1770  ___________________________________________________________________
 BL1770  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BL1770
 BL1770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1770
 BL1770.The horizontal coordinates were scaled from a topographic map and have
 BL1770.an estimated accuracy of +/- 6 seconds.
 BL1770
 BL1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1770.The vertical order pertains to the NGVD 29 superseded value.
 BL1770
 BL1770.The geoid height was determined by GEOID03.
 BL1770
 BL1770;                    North         East    Units  Estimated Accuracy
 BL1770;SPC TX C     - 3,138,050.    1,153,010.      MT  (+/- 180 meters Scaled)
 BL1770
 BL1770                          SUPERSEDED SURVEY CONTROL
 BL1770
 BL1770  NGVD 29 (??/??/92)   60.048  (m)          197.01   (f) ADJ UNCH    2 0
 BL1770
 BL1770.Superseded values are not recommended for survey control.
 BL1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1770.See file dsdata.txt to determine how the superseded data were derived.
 BL1770
 BL1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ516130(NAD 83)
 BL1770_MARKER: DB = BENCH MARK DISK
 BL1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1770_STAMPING: D 984 1947
 BL1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1770+STABILITY: SURFACE MOTION
 BL1770
 BL1770  HISTORY     - Date     Condition        Report By
 BL1770  HISTORY     - 1947     MONUMENTED       CGS
 BL1770  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1770
 BL1770                          STATION DESCRIPTION
 BL1770
 BL1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1770'8.0 MI NW FROM HUNTSVILLE.
 BL1770'8.0 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1770'AT HUNTSVILLE, 0.25 MILE NORTHWEST OF THE BRIDGE OVER NELSONS CREEK,
 BL1770'AT THE JUNCTION WITH A DIRT ROAD LEADING NORTH, 81 FEET WEST OF THE
 BL1770'CENTER LINE OF THE ROAD LEADING NORTH, 37 FEET NORTHEAST OF THE CENTER
 BL1770'LINE OF THE MAIN ROAD, 3 FEET SOUTHEAST OF A 4X4 MARKER POST, 1 FOOT
 BL1770'SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE, 2 FEET ABOVE THE ROAD,
 BL1770'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 BL1770'GROUND.
 BL1770
 BL1770                          STATION RECOVERY (1996)
 BL1770
 BL1770'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1079 ***********************************************************************
 BL1079  DESIGNATION -  D 985
 BL1079  PID         -  BL1079
 BL1079  STATE/COUNTY-  TX/SAN JACINTO
 BL1079  USGS QUAD   -  MAYNARD (1997)
 BL1079
 BL1079                         *CURRENT SURVEY CONTROL
 BL1079  ___________________________________________________________________
 BL1079* NAD 83(1986)-  30 35 12.     (N)    095 18 58.     (W)     SCALED    
 BL1079* NAVD 88     -        87.28   (+/-2cm)     286.4    (feet)  VERTCON   
 BL1079  ___________________________________________________________________
 BL1079  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL1079
 BL1079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1079
 BL1079.The horizontal coordinates were scaled from a topographic map and have
 BL1079.an estimated accuracy of +/- 6 seconds.
 BL1079
 BL1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1079.The vertical order pertains to the NGVD 29 superseded value.
 BL1079
 BL1079.The geoid height was determined by GEOID03.
 BL1079
 BL1079;                    North         East    Units  Estimated Accuracy
 BL1079;SPC TX C     - 3,112,840.    1,181,010.      MT  (+/- 180 meters Scaled)
 BL1079
 BL1079                          SUPERSEDED SURVEY CONTROL
 BL1079
 BL1079  NGVD 29 (??/??/92)   87.287  (m)          286.37   (f) ADJ UNCH    2 0
 BL1079
 BL1079.Superseded values are not recommended for survey control.
 BL1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1079.See file dsdata.txt to determine how the superseded data were derived.
 BL1079
 BL1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP779860(NAD 83)
 BL1079_MARKER: DB = BENCH MARK DISK
 BL1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1079_STAMPING: D 985 1947
 BL1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1079+STABILITY: SURFACE MOTION
 BL1079
 BL1079  HISTORY     - Date     Condition        Report By
 BL1079  HISTORY     - 1947     MONUMENTED       CGS
 BL1079
 BL1079                          STATION DESCRIPTION
 BL1079
 BL1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1079'6.3 MI NW FROM EVERGREEN.
 BL1079'2.8 MILES WEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1079'EVERGREEN, THENCE 3.5 MILES NORTHWEST ALONG SAM HOUSTON NATIONAL
 BL1079'FOREST HIGHWAY 202, 0.25 MILE NORTHWEST OF A SCHOOLHOUSE, 35.0 FEET
 BL1079'NORTH OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 16.0 FEET
 BL1079'NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE, 12.0 FEET WEST
 BL1079'OF THE CENTER LINE OF A PRIVATE ROAD, 12.0 FEET NORTH OF A FENCE
 BL1079'CORNER, 1.5 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST,
 BL1079'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 BL1079'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1064 ***********************************************************************
 BL1064  DESIGNATION -  D 986
 BL1064  PID         -  BL1064
 BL1064  STATE/COUNTY-  TX/SAN JACINTO
 BL1064  USGS QUAD   -  BLANCHARD (1972)
 BL1064
 BL1064                         *CURRENT SURVEY CONTROL
 BL1064  ___________________________________________________________________
 BL1064* NAD 83(1986)-  30 38 36.     (N)    095 05 55.     (W)     SCALED    
 BL1064* NAVD 88     -        31.13   (+/-2cm)     102.1    (feet)  VERTCON   
 BL1064  ___________________________________________________________________
 BL1064  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1064
 BL1064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1064
 BL1064.The horizontal coordinates were scaled from a topographic map and have
 BL1064.an estimated accuracy of +/- 6 seconds.
 BL1064
 BL1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1064.The vertical order pertains to the NGVD 29 superseded value.
 BL1064
 BL1064.The geoid height was determined by GEOID03.
 BL1064
 BL1064;                    North         East    Units  Estimated Accuracy
 BL1064;SPC TX C     - 3,120,070.    1,201,560.      MT  (+/- 180 meters Scaled)
 BL1064
 BL1064                          SUPERSEDED SURVEY CONTROL
 BL1064
 BL1064  NGVD 29 (??/??/92)   31.148  (m)          102.19   (f) ADJ UNCH    2 0
 BL1064
 BL1064.Superseded values are not recommended for survey control.
 BL1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1064.See file dsdata.txt to determine how the superseded data were derived.
 BL1064
 BL1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP988919(NAD 83)
 BL1064_MARKER: DB = BENCH MARK DISK
 BL1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1064_STAMPING: D 986 1947
 BL1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1064+STABILITY: SURFACE MOTION
 BL1064
 BL1064  HISTORY     - Date     Condition        Report By
 BL1064  HISTORY     - 1947     MONUMENTED       CGS
 BL1064
 BL1064                          STATION DESCRIPTION
 BL1064
 BL1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1064'5.2 MI N FROM COLDSPRING.
 BL1064'0.2 MILE EAST ALONG A GRADED DIRT ROAD FROM THE COURTHOUSE AT
 BL1064'COLDSPRING, THENCE 5.0 MILES NORTH ALONG A GRADED DIRT ROAD, 56.0 FEET
 BL1064'NORTH OF A 14 INCH OAK TREE, 29.2 FEET SOUTH OF AND LEVEL WITH THE
 BL1064'CENTER LINE OF THE ROAD, 28.7 FEET EAST OF A 14 INCH OAK TREE, 1.5
 BL1064'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1064'PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0992 ***********************************************************************
 BL0992  DESIGNATION -  D 987
 BL0992  PID         -  BL0992
 BL0992  STATE/COUNTY-  TX/SAN JACINTO
 BL0992  USGS QUAD   -  OAKHURST (1972)
 BL0992
 BL0992                         *CURRENT SURVEY CONTROL
 BL0992  ___________________________________________________________________
 BL0992* NAD 83(1986)-  30 44 34.     (N)    095 15 25.     (W)     SCALED    
 BL0992* NAVD 88     -        85.34   (+/-2cm)     280.0    (feet)  VERTCON   
 BL0992  ___________________________________________________________________
 BL0992  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL0992
 BL0992  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0992
 BL0992.The horizontal coordinates were scaled from a topographic map and have
 BL0992.an estimated accuracy of +/- 6 seconds.
 BL0992
 BL0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0992.The vertical order pertains to the NGVD 29 superseded value.
 BL0992
 BL0992.The geoid height was determined by GEOID03.
 BL0992
 BL0992;                    North         East    Units  Estimated Accuracy
 BL0992;SPC TX C     - 3,130,380.    1,185,890.      MT  (+/- 180 meters Scaled)
 BL0992
 BL0992                          SUPERSEDED SURVEY CONTROL
 BL0992
 BL0992  NGVD 29 (??/??/92)   85.353  (m)          280.03   (f) ADJ UNCH    2 0
 BL0992
 BL0992.Superseded values are not recommended for survey control.
 BL0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0992.See file dsdata.txt to determine how the superseded data were derived.
 BL0992
 BL0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ839032(NAD 83)
 BL0992_MARKER: DB = BENCH MARK DISK
 BL0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0992_STAMPING: D 987 1947
 BL0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0992+STABILITY: SURFACE MOTION
 BL0992
 BL0992  HISTORY     - Date     Condition        Report By
 BL0992  HISTORY     - 1947     MONUMENTED       CGS
 BL0992
 BL0992                          STATION DESCRIPTION
 BL0992
 BL0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0992'2.9 MI W FROM POINT BLANK.
 BL0992'2.9 MILES WEST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT POINT
 BL0992'BLANK, 45 YARDS EAST OF A CREEK, 51.5 FEET SOUTH OF AND 2.0 FEET LOWER
 BL0992'THAN THE CENTER LINE OF THE HIGHWAY, 46.8 FEET WEST OF THE WEST END OF
 BL0992'A BOARD GATE, 17.5 FEET NORTHWEST OF A 14 INCH OAK TREE, 3.5 FEET
 BL0992'NORTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BL0992'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1771 ***********************************************************************
 BL1771  DESIGNATION -  D 988
 BL1771  PID         -  BL1771
 BL1771  STATE/COUNTY-  TX/WALKER
 BL1771  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1771
 BL1771                         *CURRENT SURVEY CONTROL
 BL1771  ___________________________________________________________________
 BL1771* NAD 83(1986)-  30 48 46.     (N)    095 35 20.     (W)     SCALED    
 BL1771* NAVD 88     -        63.48   (+/-2cm)     208.3    (feet)  VERTCON   
 BL1771  ___________________________________________________________________
 BL1771  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BL1771
 BL1771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1771
 BL1771.The horizontal coordinates were scaled from a topographic map and have
 BL1771.an estimated accuracy of +/- 6 seconds.
 BL1771
 BL1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1771.The vertical order pertains to the NGVD 29 superseded value.
 BL1771
 BL1771.The geoid height was determined by GEOID03.
 BL1771
 BL1771;                    North         East    Units  Estimated Accuracy
 BL1771;SPC TX C     - 3,136,730.    1,153,810.      MT  (+/- 180 meters Scaled)
 BL1771
 BL1771                          SUPERSEDED SURVEY CONTROL
 BL1771
 BL1771  NGVD 29 (??/??/92)   63.480  (m)          208.27   (f) ADJ UNCH    2 0
 BL1771
 BL1771.Superseded values are not recommended for survey control.
 BL1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1771.See file dsdata.txt to determine how the superseded data were derived.
 BL1771
 BL1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ523117(NAD 83)
 BL1771_MARKER: DB = BENCH MARK DISK
 BL1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1771_STAMPING: D 988 1947
 BL1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1771+STABILITY: SURFACE MOTION
 BL1771
 BL1771  HISTORY     - Date     Condition        Report By
 BL1771  HISTORY     - 1947     MONUMENTED       CGS
 BL1771  HISTORY     - 1961     GOOD             USGS
 BL1771  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1771
 BL1771                          STATION DESCRIPTION
 BL1771
 BL1771'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BL1771'7.3 MI NW FROM HUNTSVILLE.
 BL1771'7.3 MILES NORTHWEST ALONG FARM ROAD 247 FROM THE HIGH SCHOOL AT
 BL1771'HUNTSVILLE, TO THE JUNCTION WITH A DIRT ROAD LEADING SOUTHWEST, THENCE
 BL1771'500 FEET SOUTHWEST AND 400 FEET TO A CLEARING, 44 FEET NORTH OF THE
 BL1771'ABANDONED EAST-AND-WEST ROAD, 55 FEET NORTHEAST OF A FENCE CORNER. A
 BL1771'STANDARD DISK, STAMPED D 988 1947 AND SET IN THE TOP OF A CONCRETE
 BL1771'POST PROJECTING 5 INCHES ABOVE GROUND.
 BL1771
 BL1771                          STATION RECOVERY (1996)
 BL1771
 BL1771'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1092 ***********************************************************************
 BL1092  DESIGNATION -  D 989
 BL1092  PID         -  BL1092
 BL1092  STATE/COUNTY-  TX/WALKER
 BL1092  USGS QUAD   -  NEW WAVERLY (1976)
 BL1092
 BL1092                         *CURRENT SURVEY CONTROL
 BL1092  ___________________________________________________________________
 BL1092* NAD 83(1986)-  30 35 42.     (N)    095 24 37.     (W)     SCALED    
 BL1092* NAVD 88     -        96.00   (+/-2cm)     315.0    (feet)  VERTCON   
 BL1092  ___________________________________________________________________
 BL1092  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL1092
 BL1092  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1092
 BL1092.The horizontal coordinates were scaled from a topographic map and have
 BL1092.an estimated accuracy of +/- 6 seconds.
 BL1092
 BL1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1092.The vertical order pertains to the NGVD 29 superseded value.
 BL1092
 BL1092.The geoid height was determined by GEOID03.
 BL1092
 BL1092;                    North         East    Units  Estimated Accuracy
 BL1092;SPC TX C     - 3,113,360.    1,171,950.      MT  (+/- 180 meters Scaled)
 BL1092
 BL1092                          SUPERSEDED SURVEY CONTROL
 BL1092
 BL1092  NGVD 29 (??/??/92)   96.014  (m)          315.01   (f) ADJ UNCH    2 0
 BL1092
 BL1092.Superseded values are not recommended for survey control.
 BL1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1092.See file dsdata.txt to determine how the superseded data were derived.
 BL1092
 BL1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP689871(NAD 83)
 BL1092_MARKER: DB = BENCH MARK DISK
 BL1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1092_STAMPING: D 989 1947
 BL1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1092+STABILITY: SURFACE MOTION
 BL1092
 BL1092  HISTORY     - Date     Condition        Report By
 BL1092  HISTORY     - 1947     MONUMENTED       CGS
 BL1092  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL1092
 BL1092                          STATION DESCRIPTION
 BL1092
 BL1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1092'7.1 MI NE FROM NEW WAVERLY.
 BL1092'0.1 MILE WEST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT NEW
 BL1092'WAVERLY, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 75, THENCE 0.6 MILE
 BL1092'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A
 BL1092'GRADED DIRT ROAD TO A ROAD JUNCTION, THENCE 2.0 MILES NORTHEAST ALONG
 BL1092'A GRADED DIRT ROAD TO A CROSS ROADS, THENCE 1.9 MILES NORTHEAST ALONG
 BL1092'A GRADED DIRT ROAD, 0.2 MILE NORTHEAST OF A WOODEN BRIDGE, 0.25 MILE
 BL1092'SOUTHWEST OF A FARMHOUSE, ON TOP OF A HILL, 31.0 FEET NORTHWEST OF AND
 BL1092'3.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 26.0 FEET SOUTHEAST
 BL1092'OF A 20 INCH LEANING OAK TREE, 17.0 FEET NORTHEAST OF A 12 INCH PINE
 BL1092'TREE, 14.0 FEET SOUTHWEST OF A 10 INCH PINE TREE, 11.0 FEET NORTHWEST
 BL1092'OF A 20 INCH PINE TREE, 2.0 FEET WEST OF A WITNESS POST, SET IN THE
 BL1092'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 BL1092'NOTE-- A NEW ROAD HAS BEEN CONSTRUCTED.
 BL1092
 BL1092                          STATION RECOVERY (1960)
 BL1092
 BL1092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0517 ***********************************************************************
 BY0517  DESIGNATION -  D 99
 BY0517  PID         -  BY0517
 BY0517  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0517  USGS QUAD   -  VEACH (1984)
 BY0517
 BY0517                         *CURRENT SURVEY CONTROL
 BY0517  ___________________________________________________________________
 BY0517* NAD 83(1986)-  31 09 49.     (N)    094 08 58.     (W)     SCALED    
 BY0517* NAVD 88     -        75.92   (+/-2cm)     249.1    (feet)  VERTCON   
 BY0517  ___________________________________________________________________
 BY0517  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BY0517
 BY0517  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0517
 BY0517.The horizontal coordinates were scaled from a topographic map and have
 BY0517.an estimated accuracy of +/- 6 seconds.
 BY0517
 BY0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0517.The vertical order pertains to the NGVD 29 superseded value.
 BY0517
 BY0517.The geoid height was determined by GEOID03.
 BY0517
 BY0517;                    North         East    Units  Estimated Accuracy
 BY0517;SPC TX C     - 3,182,330.    1,289,210.      MT  (+/- 180 meters Scaled)
 BY0517
 BY0517                          SUPERSEDED SURVEY CONTROL
 BY0517
 BY0517  NGVD 29 (??/??/92)   75.931  (m)          249.12   (f) ADJ UNCH    2 0
 BY0517
 BY0517.Superseded values are not recommended for survey control.
 BY0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0517.See file dsdata.txt to determine how the superseded data were derived.
 BY0517
 BY0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ904483(NAD 83)
 BY0517_MARKER: DB = BENCH MARK DISK
 BY0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0517_STAMPING: D 99 1952
 BY0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0517+STABILITY: SURFACE MOTION
 BY0517
 BY0517  HISTORY     - Date     Condition        Report By
 BY0517  HISTORY     - 1952     MONUMENTED       CGS
 BY0517
 BY0517                          STATION DESCRIPTION
 BY0517
 BY0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0517'13.0 MI NW FROM BROOKELAND.
 BY0517'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0517'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0517'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 4.7 MILES
 BY0517'NORTHWEST ALONG FOREST ROAD 304, THENCE 1.7 MILES SOUTHWEST ALONG
 BY0517'FOREST ROAD 318, AT A JUNCTION WITH A WOODS ROAD LEADING SOUTHEAST, 41
 BY0517'FEET EAST OF THE CENTER LINE OF THE FOREST ROAD, 24 FEET EAST OF THE
 BY0517'CENTER LINE OF THE WOODS ROAD, 21 FEET SOUTHEAST OF A 10 INCH
 BY0517'TRIANGULAR BLAZED OAK TREE, 1.3 FEET NORTH OF A WITNESS POST, SET IN
 BY0517'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0937 ***********************************************************************
 CR0937  DESIGNATION -  D 990
 CR0937  PID         -  CR0937
 CR0937  STATE/COUNTY-  TX/VAN ZANDT
 CR0937  USGS QUAD   -  VAN (1981)
 CR0937
 CR0937                         *CURRENT SURVEY CONTROL
 CR0937  ___________________________________________________________________
 CR0937* NAD 83(1986)-  32 32 51.     (N)    095 41 43.     (W)     SCALED    
 CR0937* NAVD 88     -       166.371  (meters)     545.84   (feet)  ADJUSTED  
 CR0937  ___________________________________________________________________
 CR0937  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CR0937  DYNAMIC HT  -         166.180 (meters)     545.21  (feet)  COMP
 CR0937  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 CR0937
 CR0937  VERT ORDER  -  SECOND    CLASS 0
 CR0937
 CR0937.The horizontal coordinates were scaled from a topographic map and have
 CR0937.an estimated accuracy of +/- 6 seconds.
 CR0937
 CR0937.The orthometric height was determined by differential leveling
 CR0937.and adjusted by the National Geodetic Survey in June 1991..
 CR0937
 CR0937.The geoid height was determined by GEOID03.
 CR0937
 CR0937.The dynamic height is computed by dividing the NAVD 88
 CR0937.geopotential number by the normal gravity value computed on the
 CR0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0937.degrees latitude (g = 980.6199 gals.).
 CR0937
 CR0937.The modeled gravity was interpolated from observed gravity values.
 CR0937
 CR0937;                    North         East    Units  Estimated Accuracy
 CR0937;SPC TXNC     - 2,101,190.      863,390.      MT  (+/- 180 meters Scaled)
 CR0937
 CR0937                          SUPERSEDED SURVEY CONTROL
 CR0937
 CR0937  NGVD 29 (??/??/92)  166.386  (m)          545.88   (f) ADJ UNCH    2 0
 CR0937
 CR0937.Superseded values are not recommended for survey control.
 CR0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0937.See file dsdata.txt to determine how the superseded data were derived.
 CR0937
 CR0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS469043(NAD 83)
 CR0937_MARKER: DB = BENCH MARK DISK
 CR0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0937_STAMPING: D 990 1948
 CR0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0937+STABILITY: SURFACE MOTION
 CR0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0937+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0937
 CR0937  HISTORY     - Date     Condition        Report By
 CR0937  HISTORY     - 1948     MONUMENTED       CGS
 CR0937  HISTORY     - 19950904 GOOD             USPSQD
 CR0937  HISTORY     - 20040605 GOOD             USPSQD
 CR0937  HISTORY     - 20050711 GOOD             USPSQD
 CR0937
 CR0937                          STATION DESCRIPTION
 CR0937
 CR0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0937'3.8 MI NE FROM COLFAX.
 CR0937'0.1 MILE EAST ALONG A DIRT STREET FROM THE METHODIST CHURCH AT COLFAX,
 CR0937'THENCE 3.4 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 CR0937'NORTH ALONG A GRAVELED ROAD, AT A ROAD JUNCTION, 112.6 FEET SOUTHWEST
 CR0937'OF THE CENTER OF AN OPEN TOP WELL, 94.0 FEET NORTHEAST OF THE CENTER
 CR0937'LINE OF A NORTHWEST-SOUTHEAST ROAD, 86.2 FEET WEST OF THE WEST CORNER
 CR0937'OF A SMALL BUILDING, 40.0 FEET EAST OF THE CENTER LINE OF A ROAD
 CR0937'LEADING NORTH, 1.9 FEET NORTHEAST OF A REFERENCE POST, 1.0 FOOT
 CR0937'SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CR0937'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 0.3 MILE NORTH OF
 CR0937'CLOWER CHURCH.
 CR0937
 CR0937                          STATION RECOVERY (1995)
 CR0937
 CR0937'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0937'RECOVERED IN GOOD CONDITION.
 CR0937
 CR0937                          STATION RECOVERY (2004)
 CR0937
 CR0937'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0937'RECOVERED IN GOOD CONDITION.
 CR0937
 CR0937                          STATION RECOVERY (2005)
 CR0937
 CR0937'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0758 ***********************************************************************
 CR0758  DESIGNATION -  D 991
 CR0758  PID         -  CR0758
 CR0758  STATE/COUNTY-  TX/VAN ZANDT
 CR0758  USGS QUAD   -  CARROLL (1984)
 CR0758
 CR0758                         *CURRENT SURVEY CONTROL
 CR0758  ___________________________________________________________________
 CR0758* NAD 83(1986)-  32 23 03.     (N)    095 31 04.     (W)     SCALED    
 CR0758* NAVD 88     -       155.437  (meters)     509.96   (feet)  ADJUSTED  
 CR0758  ___________________________________________________________________
 CR0758  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CR0758  DYNAMIC HT  -         155.256 (meters)     509.37  (feet)  COMP
 CR0758  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CR0758
 CR0758  VERT ORDER  -  SECOND    CLASS 0
 CR0758
 CR0758.The horizontal coordinates were scaled from a topographic map and have
 CR0758.an estimated accuracy of +/- 6 seconds.
 CR0758
 CR0758.The orthometric height was determined by differential leveling
 CR0758.and adjusted by the National Geodetic Survey in June 1991..
 CR0758
 CR0758.The geoid height was determined by GEOID03.
 CR0758
 CR0758.The dynamic height is computed by dividing the NAVD 88
 CR0758.geopotential number by the normal gravity value computed on the
 CR0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0758.degrees latitude (g = 980.6199 gals.).
 CR0758
 CR0758.The modeled gravity was interpolated from observed gravity values.
 CR0758
 CR0758;                    North         East    Units  Estimated Accuracy
 CR0758;SPC TXNC     - 2,083,550.      880,560.      MT  (+/- 180 meters Scaled)
 CR0758
 CR0758                          SUPERSEDED SURVEY CONTROL
 CR0758
 CR0758  NGVD 29 (??/??/92)  155.461  (m)          510.04   (f) ADJ UNCH    2 0
 CR0758
 CR0758.Superseded values are not recommended for survey control.
 CR0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0758.See file dsdata.txt to determine how the superseded data were derived.
 CR0758
 CR0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR631858(NAD 83)
 CR0758_MARKER: DB = BENCH MARK DISK
 CR0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0758_STAMPING: D 991 1948
 CR0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0758+STABILITY: SURFACE MOTION
 CR0758
 CR0758  HISTORY     - Date     Condition        Report By
 CR0758  HISTORY     - 1948     MONUMENTED       CGS
 CR0758  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0758
 CR0758                          STATION DESCRIPTION
 CR0758
 CR0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0758'0.9 MI NW FROM RED LAND.
 CR0758'0.9 MILE NORTHWEST ALONG THE LEFT FORK OF A GRADED DIRT ROAD FROM THE
 CR0758'HIGH SCHOOL AT RED LAND, 89 YARDS(PACED) SOUTH OF AND ACROSS THE ROAD
 CR0758'FROM A FARMHOUSE, 83.0 FEET SOUTH OF AND ACROSS THE ROAD FROM A LONE
 CR0758'22-INCH SWEETGUM TREE, 49.7 FEET NORTHEAST OF A FORKED 36-INCH
 CR0758'SWEETGUM TREE, 33.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CR0758'23.0 FEET SOUTH OF THE CENTER LINE OF A TRAIL LEADING WEST, 1.5 FEET
 CR0758'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 CR0758'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CR0758
 CR0758                          STATION RECOVERY (1995)
 CR0758
 CR0758'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0761 ***********************************************************************
 CR0761  DESIGNATION -  D 992
 CR0761  PID         -  CR0761
 CR0761  STATE/COUNTY-  TX/VAN ZANDT
 CR0761  USGS QUAD   -  CARROLL (1984)
 CR0761
 CR0761                         *CURRENT SURVEY CONTROL
 CR0761  ___________________________________________________________________
 CR0761* NAD 83(1986)-  32 25 00.     (N)    095 31 31.     (W)     SCALED    
 CR0761* NAVD 88     -       122.703  (meters)     402.57   (feet)  ADJUSTED  
 CR0761  ___________________________________________________________________
 CR0761  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CR0761  DYNAMIC HT  -         122.561 (meters)     402.10  (feet)  COMP
 CR0761  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 CR0761
 CR0761  VERT ORDER  -  SECOND    CLASS 0
 CR0761
 CR0761.The horizontal coordinates were scaled from a topographic map and have
 CR0761.an estimated accuracy of +/- 6 seconds.
 CR0761
 CR0761.The orthometric height was determined by differential leveling
 CR0761.and adjusted by the National Geodetic Survey in June 1991..
 CR0761
 CR0761.The geoid height was determined by GEOID03.
 CR0761
 CR0761.The dynamic height is computed by dividing the NAVD 88
 CR0761.geopotential number by the normal gravity value computed on the
 CR0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0761.degrees latitude (g = 980.6199 gals.).
 CR0761
 CR0761.The modeled gravity was interpolated from observed gravity values.
 CR0761
 CR0761;                    North         East    Units  Estimated Accuracy
 CR0761;SPC TXNC     - 2,087,130.      879,760.      MT  (+/- 180 meters Scaled)
 CR0761
 CR0761                          SUPERSEDED SURVEY CONTROL
 CR0761
 CR0761  NGVD 29 (??/??/92)  122.728  (m)          402.65   (f) ADJ UNCH    2 0
 CR0761
 CR0761.Superseded values are not recommended for survey control.
 CR0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0761.See file dsdata.txt to determine how the superseded data were derived.
 CR0761
 CR0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR625894(NAD 83)
 CR0761_MARKER: DB = BENCH MARK DISK
 CR0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0761_STAMPING: D 992 1948
 CR0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0761+STABILITY: SURFACE MOTION
 CR0761
 CR0761  HISTORY     - Date     Condition        Report By
 CR0761  HISTORY     - 1948     MONUMENTED       CGS
 CR0761  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0761
 CR0761                          STATION DESCRIPTION
 CR0761
 CR0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0761'4.3 MI S FROM CARROLL.
 CR0761'4.3 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE DOVER BAPTIST CHURCH
 CR0761'AT CARROLL, 0.3 MILE SOUTH OF THE NECHES RIVER, 132.0 FEET NORTH OF
 CR0761'THE WEST END OF A WIRE GATE, 29.0 FEET SOUTH OF A 20-INCH OAK TREE
 CR0761'WITH A TRIANGULAR BLAZE, 21.0 FEET EAST OF THE CENTER LINE OF THE
 CR0761'ROAD, 7.9 FEET EAST OF A FENCE, 1.7 FEET WEST OF A REFERENCE POST, SET
 CR0761'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0761
 CR0761                          STATION RECOVERY (1995)
 CR0761
 CR0761'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0658 ***********************************************************************
 CR0658  DESIGNATION -  D 993
 CR0658  PID         -  CR0658
 CR0658  STATE/COUNTY-  TX/VAN ZANDT
 CR0658  USGS QUAD   -  MARTINS MILL (1984)
 CR0658
 CR0658                         *CURRENT SURVEY CONTROL
 CR0658  ___________________________________________________________________
 CR0658* NAD 83(1986)-  32 29 17.     (N)    095 51 32.     (W)     SCALED    
 CR0658* NAVD 88     -       183.018  (meters)     600.45   (feet)  ADJUSTED  
 CR0658  ___________________________________________________________________
 CR0658  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0658  DYNAMIC HT  -         182.808 (meters)     599.76  (feet)  COMP
 CR0658  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 CR0658
 CR0658  VERT ORDER  -  SECOND    CLASS 0
 CR0658
 CR0658.The horizontal coordinates were scaled from a topographic map and have
 CR0658.an estimated accuracy of +/- 6 seconds.
 CR0658
 CR0658.The orthometric height was determined by differential leveling
 CR0658.and adjusted by the National Geodetic Survey in June 1991..
 CR0658
 CR0658.The geoid height was determined by GEOID03.
 CR0658
 CR0658.The dynamic height is computed by dividing the NAVD 88
 CR0658.geopotential number by the normal gravity value computed on the
 CR0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0658.degrees latitude (g = 980.6199 gals.).
 CR0658
 CR0658.The modeled gravity was interpolated from observed gravity values.
 CR0658
 CR0658;                    North         East    Units  Estimated Accuracy
 CR0658;SPC TXNC     - 2,094,210.      848,190.      MT  (+/- 180 meters Scaled)
 CR0658
 CR0658                          SUPERSEDED SURVEY CONTROL
 CR0658
 CR0658  NGVD 29 (??/??/92)  183.029  (m)          600.49   (f) ADJ UNCH    2 0
 CR0658
 CR0658.Superseded values are not recommended for survey control.
 CR0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0658.See file dsdata.txt to determine how the superseded data were derived.
 CR0658
 CR0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR313981(NAD 83)
 CR0658_MARKER: DB = BENCH MARK DISK
 CR0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0658_STAMPING: D 993 1948
 CR0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0658+STABILITY: SURFACE MOTION
 CR0658
 CR0658  HISTORY     - Date     Condition        Report By
 CR0658  HISTORY     - 1948     MONUMENTED       CGS
 CR0658  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0658
 CR0658                          STATION DESCRIPTION
 CR0658
 CR0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0658'4.7 MI S FROM CANTON.
 CR0658'4.7 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR0658'HIGHWAY 64 AT CANTON, 59.5 FEET WEST OF THE CENTER LINE OF THE
 CR0658'HIGHWAY, 56.0 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD
 CR0658'LEADING NORTHWEST TO A FARMHOUSE, 13.8 FEET NORTH OF THE NORTH END OF
 CR0658'A WOODEN GATE AT THE NORTHEAST CORNER OF A PEACH ORCHARD, 1.7 FEET
 CR0658'SOUTH OF A REFERENCE POST, 0.7 FOOT EAST OF A FENCE, SET IN THE TOP OF
 CR0658'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CR0658
 CR0658                          STATION RECOVERY (1995)
 CR0658
 CR0658'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0696 ***********************************************************************
 CR0696  DESIGNATION -  D 994
 CR0696  PID         -  CR0696
 CR0696  STATE/COUNTY-  TX/VAN ZANDT
 CR0696  USGS QUAD   -  MARTINS MILL (1984)
 CR0696
 CR0696                         *CURRENT SURVEY CONTROL
 CR0696  ___________________________________________________________________
 CR0696* NAD 83(1986)-  32 22 57.     (N)    095 48 30.     (W)     SCALED    
 CR0696* NAVD 88     -       146.481  (meters)     480.58   (feet)  ADJUSTED  
 CR0696  ___________________________________________________________________
 CR0696  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CR0696  DYNAMIC HT  -         146.312 (meters)     480.03  (feet)  COMP
 CR0696  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 CR0696
 CR0696  VERT ORDER  -  SECOND    CLASS 0
 CR0696
 CR0696.The horizontal coordinates were scaled from a topographic map and have
 CR0696.an estimated accuracy of +/- 6 seconds.
 CR0696
 CR0696.The orthometric height was determined by differential leveling
 CR0696.and adjusted by the National Geodetic Survey in June 1991..
 CR0696
 CR0696.The geoid height was determined by GEOID03.
 CR0696
 CR0696.The dynamic height is computed by dividing the NAVD 88
 CR0696.geopotential number by the normal gravity value computed on the
 CR0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0696.degrees latitude (g = 980.6199 gals.).
 CR0696
 CR0696.The modeled gravity was interpolated from observed gravity values.
 CR0696
 CR0696;                    North         East    Units  Estimated Accuracy
 CR0696;SPC TXNC     - 2,082,620.      853,240.      MT  (+/- 180 meters Scaled)
 CR0696
 CR0696                          SUPERSEDED SURVEY CONTROL
 CR0696
 CR0696  NGVD 29 (??/??/92)  146.493  (m)          480.62   (f) ADJ UNCH    2 0
 CR0696
 CR0696.Superseded values are not recommended for survey control.
 CR0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0696.See file dsdata.txt to determine how the superseded data were derived.
 CR0696
 CR0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR358863(NAD 83)
 CR0696_MARKER: DB = BENCH MARK DISK
 CR0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0696_STAMPING: D 994 1948
 CR0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0696+STABILITY: SURFACE MOTION
 CR0696
 CR0696  HISTORY     - Date     Condition        Report By
 CR0696  HISTORY     - 1948     MONUMENTED       CGS
 CR0696  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0696
 CR0696                          STATION DESCRIPTION
 CR0696
 CR0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0696'4.6 MI SW FROM MARTIN MILLS.
 CR0696'3.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE HIGH SCHOOL AT MARTIN
 CR0696'MILLS, THENCE 1.4 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 0.2 MILE
 CR0696'SOUTH OF A T ROAD JUNCTION, 108 YARDS (PACED) NORTHWEST OF A SMALL
 CR0696'WOODEN CULVERT, AT THE NORTH END OF A CURVE, 21.0 FEET WEST OF THE
 CR0696'CENTER LINE OF THE ROAD, 10.4 FEET NORTH OF A 10-INCH OAK TREE, 1.7
 CR0696'FEET SOUTH OF A REFERENCE POST, 0.4 FOOT EAST OF A FENCE, SET IN THE
 CR0696'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CR0696
 CR0696                          STATION RECOVERY (1995)
 CR0696
 CR0696'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0040 ***********************************************************************
 BY0040  DESIGNATION -  D 995
 BY0040  PID         -  BY0040
 BY0040  STATE/COUNTY-  TX/NACOGDOCHES
 BY0040  USGS QUAD   -  GARRISON EAST (1984)
 BY0040
 BY0040                         *CURRENT SURVEY CONTROL
 BY0040  ___________________________________________________________________
 BY0040* NAD 83(1986)-  31 50 31.     (N)    094 27 42.     (W)     SCALED    
 BY0040* NAVD 88     -       102.310  (meters)     335.66   (feet)  ADJUSTED  
 BY0040  ___________________________________________________________________
 BY0040  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BY0040  DYNAMIC HT  -         102.186 (meters)     335.26  (feet)  COMP
 BY0040  MODELED GRAV-     979,427.4   (mgal)                       NAVD 88
 BY0040
 BY0040  VERT ORDER  -  FIRST     CLASS II
 BY0040
 BY0040.The horizontal coordinates were scaled from a topographic map and have
 BY0040.an estimated accuracy of +/- 6 seconds.
 BY0040
 BY0040.The orthometric height was determined by differential leveling
 BY0040.and adjusted by the National Geodetic Survey in June 1991..
 BY0040
 BY0040.The geoid height was determined by GEOID03.
 BY0040
 BY0040.The dynamic height is computed by dividing the NAVD 88
 BY0040.geopotential number by the normal gravity value computed on the
 BY0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0040.degrees latitude (g = 980.6199 gals.).
 BY0040
 BY0040.The modeled gravity was interpolated from observed gravity values.
 BY0040
 BY0040;                    North         East    Units  Estimated Accuracy
 BY0040;SPC TX C     - 3,255,820.    1,255,520.      MT  (+/- 180 meters Scaled)
 BY0040
 BY0040                          SUPERSEDED SURVEY CONTROL
 BY0040
 BY0040  NGVD 29 (??/??/92)  102.321  (m)          335.70   (f) ADJ UNCH    1 2
 BY0040
 BY0040.Superseded values are not recommended for survey control.
 BY0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0040.See file dsdata.txt to determine how the superseded data were derived.
 BY0040
 BY0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR616238(NAD 83)
 BY0040_MARKER: DB = BENCH MARK DISK
 BY0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0040_STAMPING: D 995 1949
 BY0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0040+STABILITY: SURFACE MOTION
 BY0040
 BY0040  HISTORY     - Date     Condition        Report By
 BY0040  HISTORY     - 1949     MONUMENTED       CGS
 BY0040
 BY0040                          STATION DESCRIPTION
 BY0040
 BY0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0040'2.2 MI NE FROM GARRISON.
 BY0040'2.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0040'STATION AT GARRISON, 0.55 MILE NORTHEAST OF MILEPOST 160, 0.2 MILE
 BY0040'NORTHEAST OF JUNCTION OF THE OLD HIGHWAY AND A DIRT ROAD LEADING
 BY0040'NORTHWEST, AT THE END OF TRAVELED PORTION OF THE OLD HIGHWAY, AT A
 BY0040'VACANT WHITE PAINTED FRAME FARMHOUSE, 157.0 FEET NORTH OF THE NORTH
 BY0040'RAIL OF THE TRACK, 64.0 FEET EAST OF THE SOUTHEAST CORNER OF THE
 BY0040'FARMHOUSE, 59.0 FEET NORTH OF THE CENTER LINE OF THE ROAD (OLD
 BY0040'HIGHWAY--BADLY WEATHERED ASPHALT ROAD), 2.0 FEET SOUTHWEST OF A FENCE,
 BY0040'2.0 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0040'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1001 ***********************************************************************
 CR1001  DESIGNATION -  D 996
 CR1001  PID         -  CR1001
 CR1001  STATE/COUNTY-  TX/VAN ZANDT
 CR1001  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR1001
 CR1001                         *CURRENT SURVEY CONTROL
 CR1001  ___________________________________________________________________
 CR1001* NAD 83(1986)-  32 35 03.     (N)    095 54 05.     (W)     SCALED    
 CR1001* NAVD 88     -       169.545  (meters)     556.25   (feet)  ADJUSTED  
 CR1001  ___________________________________________________________________
 CR1001  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CR1001  DYNAMIC HT  -         169.352 (meters)     555.62  (feet)  COMP
 CR1001  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 CR1001
 CR1001  VERT ORDER  -  SECOND    CLASS 0
 CR1001
 CR1001.The horizontal coordinates were scaled from a topographic map and have
 CR1001.an estimated accuracy of +/- 6 seconds.
 CR1001
 CR1001.The orthometric height was determined by differential leveling
 CR1001.and adjusted by the National Geodetic Survey in June 1991..
 CR1001
 CR1001.The geoid height was determined by GEOID03.
 CR1001
 CR1001.The dynamic height is computed by dividing the NAVD 88
 CR1001.geopotential number by the normal gravity value computed on the
 CR1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1001.degrees latitude (g = 980.6199 gals.).
 CR1001
 CR1001.The modeled gravity was interpolated from observed gravity values.
 CR1001
 CR1001;                    North         East    Units  Estimated Accuracy
 CR1001;SPC TXNC     - 2,104,760.      843,930.      MT  (+/- 180 meters Scaled)
 CR1001
 CR1001                          SUPERSEDED SURVEY CONTROL
 CR1001
 CR1001  NGVD 29 (??/??/92)  169.557  (m)          556.29   (f) ADJ UNCH    2 0
 CR1001
 CR1001.Superseded values are not recommended for survey control.
 CR1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1001.See file dsdata.txt to determine how the superseded data were derived.
 CR1001
 CR1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS276089(NAD 83)
 CR1001_MARKER: DB = BENCH MARK DISK
 CR1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1001_STAMPING: D 996 1948
 CR1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1001+STABILITY: SURFACE MOTION
 CR1001
 CR1001  HISTORY     - Date     Condition        Report By
 CR1001  HISTORY     - 1948     MONUMENTED       CGS
 CR1001  HISTORY     - 1955     GOOD             NGS
 CR1001  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR1001  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 CR1001
 CR1001                          STATION DESCRIPTION
 CR1001
 CR1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1001'2.35 MI SE FROM MYRTLE SPRINGS.
 CR1001'2.35 MILES SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE METHODIST CHURCH
 CR1001'AT MYRTLE SPRINGS, AT THE SOUTHEAST END OF A ROADSIDE PARK, 71.5 FEET
 CR1001'SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 59.1 FEET SOUTHWEST
 CR1001'OF AND 5.0 FEET HIGHER THAN CENTER LINE OF THE HIGHWAY, 51.3 FEET WEST
 CR1001'OF THE SOUTHEAST END OF A ROCK WALL ALONG THE SOUTHWEST SIDE OF THE
 CR1001'HIGHWAY, 13.3 FEET SOUTHEAST OF A 7-INCH OAK TREE, 1.5 FEET NORTHEAST
 CR1001'OF A FENCE, 2.6 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP
 CR1001'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 CR1001
 CR1001                          STATION RECOVERY (1955)
 CR1001
 CR1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CR1001'RECOVERED IN GOOD CONDITION.
 CR1001
 CR1001                          STATION RECOVERY (1993)
 CR1001
 CR1001'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR1001'MARK NOT FOUND.
 CR1001
 CR1001                          STATION RECOVERY (1995)
 CR1001
 CR1001'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0298 ***********************************************************************
 CS0298  DESIGNATION -  D 997
 CS0298  PID         -  CS0298
 CS0298  STATE/COUNTY-  TX/VAN ZANDT
 CS0298  USGS QUAD   -  CEDARVALE (1981)
 CS0298
 CS0298                         *CURRENT SURVEY CONTROL
 CS0298  ___________________________________________________________________
 CS0298* NAD 83(1986)-  32 33 06.     (N)    096 00 47.     (W)     SCALED    
 CS0298* NAVD 88     -       155.115  (meters)     508.91   (feet)  ADJUSTED  
 CS0298  ___________________________________________________________________
 CS0298  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0298  DYNAMIC HT  -         154.938 (meters)     508.33  (feet)  COMP
 CS0298  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 CS0298
 CS0298  VERT ORDER  -  SECOND    CLASS 0
 CS0298
 CS0298.The horizontal coordinates were scaled from a topographic map and have
 CS0298.an estimated accuracy of +/- 6 seconds.
 CS0298
 CS0298.The orthometric height was determined by differential leveling
 CS0298.and adjusted by the National Geodetic Survey in June 1991..
 CS0298
 CS0298.The geoid height was determined by GEOID03.
 CS0298
 CS0298.The dynamic height is computed by dividing the NAVD 88
 CS0298.geopotential number by the normal gravity value computed on the
 CS0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0298.degrees latitude (g = 980.6199 gals.).
 CS0298
 CS0298.The modeled gravity was interpolated from observed gravity values.
 CS0298
 CS0298;                    North         East    Units  Estimated Accuracy
 CS0298;SPC TXNC     - 2,100,900.      833,540.      MT  (+/- 180 meters Scaled)
 CS0298
 CS0298                          SUPERSEDED SURVEY CONTROL
 CS0298
 CS0298  NGVD 29 (??/??/92)  155.126  (m)          508.94   (f) ADJ UNCH    2 0
 CS0298
 CS0298.Superseded values are not recommended for survey control.
 CS0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0298.See file dsdata.txt to determine how the superseded data were derived.
 CS0298
 CS0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB804055(NAD 83)
 CS0298_MARKER: DB = BENCH MARK DISK
 CS0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0298_STAMPING: D 997 1948
 CS0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0298+STABILITY: SURFACE MOTION
 CS0298
 CS0298  HISTORY     - Date     Condition        Report By
 CS0298  HISTORY     - 1948     MONUMENTED       CGS
 CS0298  HISTORY     - 19950912 GOOD             USPSQD
 CS0298
 CS0298                          STATION DESCRIPTION
 CS0298
 CS0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0298'8.2 MI W FROM CANTON.
 CS0298'8.2 MILES WEST ALONG STATE HIGHWAY 243 FROM THE JUNCTION OF STATE
 CS0298'HIGHWAYS 198 AND 243 AT THE SOUTH EDGE OF CANTON, 0.25 MILE EAST OF A
 CS0298'ROAD INTERSECTION, 40 YARDS (PACED) WEST OF THE EAST END OF A CUT,
 CS0298'281.7 FEET WEST OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE
 CS0298'TILE CULVERT, 60.0 FEET SOUTH OF AND 4.0 FEET HIGHER THAN THE CENTER
 CS0298'LINE OF THE HIGHWAY, 1.1 FEET WEST OF CONCRETE RIGHT-OF-WAY STATION
 CS0298'MARKER 210, 1.2 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 CS0298'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CS0298
 CS0298                          STATION RECOVERY (1995)
 CS0298
 CS0298'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0655 ***********************************************************************
 CR0655  DESIGNATION -  D 998
 CR0655  PID         -  CR0655
 CR0655  STATE/COUNTY-  TX/VAN ZANDT
 CR0655  USGS QUAD   -  PHALBA (1984)
 CR0655
 CR0655                         *CURRENT SURVEY CONTROL
 CR0655  ___________________________________________________________________
 CR0655* NAD 83(1986)-  32 24 23.     (N)    095 56 33.     (W)     SCALED    
 CR0655* NAVD 88     -       157.509  (meters)     516.76   (feet)  ADJUSTED  
 CR0655  ___________________________________________________________________
 CR0655  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CR0655  DYNAMIC HT  -         157.327 (meters)     516.16  (feet)  COMP
 CR0655  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 CR0655
 CR0655  VERT ORDER  -  SECOND    CLASS 0
 CR0655
 CR0655.The horizontal coordinates were scaled from a topographic map and have
 CR0655.an estimated accuracy of +/- 6 seconds.
 CR0655
 CR0655.The orthometric height was determined by differential leveling
 CR0655.and adjusted by the National Geodetic Survey in June 1991..
 CR0655
 CR0655.The geoid height was determined by GEOID03.
 CR0655
 CR0655.The dynamic height is computed by dividing the NAVD 88
 CR0655.geopotential number by the normal gravity value computed on the
 CR0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0655.degrees latitude (g = 980.6199 gals.).
 CR0655
 CR0655.The modeled gravity was interpolated from observed gravity values.
 CR0655
 CR0655;                    North         East    Units  Estimated Accuracy
 CR0655;SPC TXNC     - 2,084,960.      840,560.      MT  (+/- 180 meters Scaled)
 CR0655
 CR0655                          SUPERSEDED SURVEY CONTROL
 CR0655
 CR0655  NGVD 29 (??/??/92)  157.516  (m)          516.78   (f) ADJ UNCH    2 0
 CR0655
 CR0655.Superseded values are not recommended for survey control.
 CR0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0655.See file dsdata.txt to determine how the superseded data were derived.
 CR0655
 CR0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR232892(NAD 83)
 CR0655_MARKER: DB = BENCH MARK DISK
 CR0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0655_STAMPING: D 998 1948
 CR0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0655+STABILITY: SURFACE MOTION
 CR0655
 CR0655  HISTORY     - Date     Condition        Report By
 CR0655  HISTORY     - 1948     MONUMENTED       CGS
 CR0655  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0655
 CR0655                          STATION DESCRIPTION
 CR0655
 CR0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0655'16.3 MI SW FROM CANTON.
 CR0655'10.85 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF
 CR0655'STATE HIGHWAY 64 AT CANTON, THENCE 5.45 MILES WEST ALONG A GRAVELED
 CR0655'ROAD, 0.5 MILE EAST OF A JUNCTION WITH A ROAD LEADING NORTH, 60 YARDS
 CR0655'(PACED) SOUTHEAST OF A SMALL CONCRETE CULVERT, 102.0 FEET SOUTH OF THE
 CR0655'CENTER LINE OF THE ROAD, 82.0 FEET NORTHEAST OF A 24-INCH OAK TREE,
 CR0655'43.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MRS. R.G. GILMER
 CR0655'FARMHOUSE, 15.7 FEET EAST SOUTHEAST OF AN 18-INCH HICKORY TREE, 13.8
 CR0655'FEET WEST NORTHWEST OF AN 18-INCH OAK TREE, AND SET IN THE TOP OF A
 CR0655'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 CR0655
 CR0655                          STATION RECOVERY (1995)
 CR0655
 CR0655'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0792 ***********************************************************************
 BY0792  DESIGNATION -  D 999
 BY0792  PID         -  BY0792
 BY0792  STATE/COUNTY-  TX/TRINITY
 BY0792  USGS QUAD   -  WAKEFIELD (1980)
 BY0792
 BY0792                         *CURRENT SURVEY CONTROL
 BY0792  ___________________________________________________________________
 BY0792* NAD 83(1986)-  31 07 25.     (N)    094 51 56.     (W)     SCALED    
 BY0792* NAVD 88     -        71.53   (+/-2cm)     234.7    (feet)  VERTCON   
 BY0792  ___________________________________________________________________
 BY0792  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY0792
 BY0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0792
 BY0792.The horizontal coordinates were scaled from a topographic map and have
 BY0792.an estimated accuracy of +/- 6 seconds.
 BY0792
 BY0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0792.The vertical order pertains to the NGVD 29 superseded value.
 BY0792
 BY0792.The geoid height was determined by GEOID03.
 BY0792
 BY0792;                    North         East    Units  Estimated Accuracy
 BY0792;SPC TX C     - 3,174,320.    1,221,250.      MT  (+/- 180 meters Scaled)
 BY0792
 BY0792                          SUPERSEDED SURVEY CONTROL
 BY0792
 BY0792  NGVD 29 (??/??/92)   71.559  (m)          234.77   (f) ADJ UNCH    2 0
 BY0792
 BY0792.Superseded values are not recommended for survey control.
 BY0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0792.See file dsdata.txt to determine how the superseded data were derived.
 BY0792
 BY0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ221447(NAD 83)
 BY0792_MARKER: DB = BENCH MARK DISK
 BY0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0792_STAMPING: D 999 1948
 BY0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0792+STABILITY: SURFACE MOTION
 BY0792
 BY0792  HISTORY     - Date     Condition        Report By
 BY0792  HISTORY     - 1948     MONUMENTED       CGS
 BY0792  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY0792
 BY0792                          STATION DESCRIPTION
 BY0792
 BY0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0792'10.40 MI NW FROM CORRIGAN.
 BY0792'3.8 MILES NORTH ALONG U. S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BY0792'RAILWAY STATION AT CORRIGAN, THENCE 2.75 MILES NORTH ALONG A GRADED
 BY0792'DIRT ROAD (OLD U. S. HIGHWAY 59), THENCE 3.85 MILES NORTHWEST ALONG A
 BY0792'GRADED DIRT ROAD, APPROXIMATELY 106 YARDS SOUTH OF THE CREST OF A
 BY0792'HILL, 168.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE,
 BY0792'40.5 FEET SOUTHWEST OF A 36-INCH SWEETGUM TREE WITH A TRIANGULAR
 BY0792'BLAZE, 23.8 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.9 FEET EAST OF
 BY0792'A FENCE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A
 BY0792'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0792
 BY0792                          STATION RECOVERY (1963)
 BY0792
 BY0792'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0973 ***********************************************************************
 CD0973  DESIGNATION -  D RANCH
 CD0973  PID         -  CD0973
 CD0973  STATE/COUNTY-  TX/CULBERSON
 CD0973  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0973
 CD0973                         *CURRENT SURVEY CONTROL
 CD0973  ___________________________________________________________________
 CD0973* NAD 83(1993)-  31 52 36.21096(N)    104 41 56.96984(W)     ADJUSTED  
 CD0973* NAVD 88     -      1409.     (meters)    4623.     (feet)  SCALED    
 CD0973  ___________________________________________________________________
 CD0973  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 CD0973  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CD0973
 CD0973  HORZ ORDER  -  FIRST
 CD0973
 CD0973.The horizontal coordinates were established by classical geodetic methods
 CD0973.and adjusted by the National Geodetic Survey in February 1996..
 CD0973
 CD0973.The orthometric height was scaled from a topographic map.
 CD0973
 CD0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0973
 CD0973.The geoid height was determined by GEOID03.
 CD0973
 CD0973;                    North         East     Units Scale Factor Converg.
 CD0973;SPC TX C     - 3,253,112.704   287,015.248   MT  0.99999823   -2 14 55.2
 CD0973;SPC TX C     -10,672,920.60    941,649.19   sFT  0.99999823   -2 14 55.2
 CD0973;SPC NM E     -    97,258.216   130,388.922   MT  0.99992386   -0 11 35.5
 CD0973;SPC NM E     -   319,088.00    427,784.32   sFT  0.99992386   -0 11 35.5
 CD0973;SPC NM C     -    98,247.844   646,732.946   MT  1.00016546   +0 49 08.9
 CD0973;SPC NM C     -   322,334.80  2,121,823.01   sFT  1.00016546   +0 49 08.9
 CD0973;UTM  13      - 3,526,811.202   528,454.119   MT  0.99960998   +0 09 31.9
 CD0973
 CD0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0973!SPC TX C     -   0.99978250  x   0.99999823  =   0.99978073
 CD0973!SPC NM E     -   0.99978250  x   0.99992386  =   0.99970638
 CD0973!SPC NM C     -   0.99978250  x   1.00016546  =   0.99994793
 CD0973!UTM  13      -   0.99978250  x   0.99960998  =   0.99939257
 CD0973
 CD0973|---------------------------------------------------------------------|
 CD0973| PID    Reference Object                     Distance      Geod. Az  |
 CD0973|                                                           dddmmss.s |
 CD0973| CH8734 D RANCH RM 1                          7.903 METERS 00722     |
 CD0973| CD0923 EL PASO FORT WORTH AWY BCN 12       APPROX.38.9 KM 0965702.0 |
 CD0973| CH8735 D RANCH RM 2                         10.778 METERS 10820     |
 CD0973| CD0995 EL PASO FORT WORTH AWY BCN 9        APPROX.11.5 KM 2445759.4 |
 CD0973| CH8733 D RANCH AZ MK                                      3172636.6 |
 CD0973|---------------------------------------------------------------------|
 CD0973
 CD0973                          SUPERSEDED SURVEY CONTROL
 CD0973
 CD0973  NAD 83(1993)-  31 52 36.21158(N)    104 41 56.96866(W) AD(       ) 1
 CD0973  NAD 83(1986)-  31 52 36.21202(N)    104 41 56.96806(W) AD(       ) 1
 CD0973  NAD 27      -  31 52 35.79300(N)    104 41 55.15700(W) AD(       ) 1
 CD0973
 CD0973.Superseded values are not recommended for survey control.
 CD0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0973.See file dsdata.txt to determine how the superseded data were derived.
 CD0973
 CD0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER2845426811(NAD 83)
 CD0973_MARKER: DS = TRIANGULATION STATION DISK
 CD0973_SETTING: 66 = SET IN ROCK OUTCROP
 CD0973_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CD0973
 CD0973  HISTORY     - Date     Condition        Report By
 CD0973  HISTORY     - 1943     MONUMENTED       CGS
 CD0973
 CD0973                          STATION DESCRIPTION
 CD0973
 CD0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0973'THE STATION IS LOCATED 60 MILES N OF VAN HORN, 48 MILES SW OF
 CD0973'CARLSBAD, 6 MILES E OF PINE SPRINGS SERVICE STATION, 3/4 MILE
 CD0973'S OF THE D RANCH HEADQUARTERS, ON A LOW FLAT-TOPPED MESA ABOUT
 CD0973'100 YARDS S OF THE PIPELINE ROAD AND ABOUT 50 YARDS W OF THE
 CD0973'HIGHEST POINT IN THE VICINITY.
 CD0973'
 CD0973'STATION MARK IS A BRONZE STATION DISK CEMENTED IN DRILL HOLE
 CD0973'IN BEDROCK FLUSH WITH THE GROUND.  STAMPED D RANCH 1943.
 CD0973'
 CD0973'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 CD0973'DRILL HOLE IN OUTCROPPING BEDROCK N OF STATION.  STAMPED D RANCH
 CD0973'NO 1 1943.
 CD0973'
 CD0973'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 CD0973'DRILL HOLE IN OUTCROPPING BEDROCK ESE OF STATION.  STAMPED D
 CD0973'RANCH NO 2 1943.
 CD0973'
 CD0973'AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL
 CD0973'HOLE IN OUTCROPPING BEDROCK, 1/3 MILE NW OF STATION, 33 FEET N OF
 CD0973'PIPELINE ROAD, AND 3-1/2-FEET HIGHER THAN ROAD, AT A POINT WHERE
 CD0973'ROAD STARTS TO DESCEND HILL.  STAMPED D RANCH 1943.
 CD0973'
 CD0973'TO REACH FROM CARLSBAD, GO S ON U.S. HIGHWAY 62 FOR 50 MILES
 CD0973'TO THE NICKLE CREEK SERVICE STATION.  THEN CONTINUE 0.15 MILE.
 CD0973'TURN LEFT OFF HIGHWAY AND GO S ON A BLADED ROAD 2.5 MILES.  TURN
 CD0973'RIGHT, CROSS CATTLE GUARD AND GO S ON A WINDING ROAD 1.4 MILES TO
 CD0973'FORK ON BANK OF WASH.  THE RIGHT FORK GOES 0.2 MILE TO THE D
 CD0973'RANCH IN CANYON.  TAKE LEFT FORK DOWN ACROSS THE CANYON AND OUT
 CD0973'OVER THE RIDGES 3.3 MILES.  PASS THROUGH GATE AND BEAR LEFT ON
 CD0973'THE PIPELINE ROAD FOR 1.1 MILES TO A POINT JUST N OF THE HIGHEST
 CD0973'PART OF MESA TO THE RIGHT, AND THE END OF TRUCK TRAVEL.  ABOUT
 CD0973'A 5-MINUTE WALK TO STATION WHICH IS ABOUT 50 YARDS W OF THE
 CD0973'HIGHEST PART OF HILL.
 CD0973'
 CD0973'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2096 ***********************************************************************
 FL2096  DESIGNATION -  D SPAIN
 FL2096  PID         -  FL2096
 FL2096  STATE/COUNTY-  TX/DONLEY
 FL2096  USGS QUAD   -  TROUBLESOME CREEK (1959)
 FL2096
 FL2096                         *CURRENT SURVEY CONTROL
 FL2096  ___________________________________________________________________
 FL2096* NAD 83(1993)-  35 06 11.59999(N)    100 44 27.13819(W)     ADJUSTED  
 FL2096* NAVD 88     -       860.75   (+/-2cm)    2824.0    (feet)  VERTCON   
 FL2096  ___________________________________________________________________
 FL2096  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 FL2096  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL2096
 FL2096  HORZ ORDER  -  THIRD
 FL2096  VERT ORDER  -  THIRD ? (See Below)
 FL2096
 FL2096.The horizontal coordinates were established by classical geodetic methods
 FL2096.and adjusted by the National Geodetic Survey in February 1996..
 FL2096
 FL2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL2096.The vertical order pertains to the NGVD 29 superseded value.
 FL2096
 FL2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2096
 FL2096.The geoid height was determined by GEOID03.
 FL2096
 FL2096;                    North         East     Units Scale Factor Converg.
 FL2096;SPC TX N     - 1,122,653.621   269,206.482   MT  0.99992587   +0 26 23.8
 FL2096;SPC TX N     - 3,683,239.42    883,221.60   sFT  0.99992587   +0 26 23.8
 FL2096;UTM  14      - 3,885,876.497   341,333.987   MT  0.99991027   -1 00 04.7
 FL2096
 FL2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2096!SPC TX N     -   0.99986907  x   0.99992587  =   0.99979495
 FL2096!UTM  14      -   0.99986907  x   0.99991027  =   0.99977935
 FL2096
 FL2096                          SUPERSEDED SURVEY CONTROL
 FL2096
 FL2096  NAD 83(1993)-  35 06 11.60156(N)    100 44 27.13744(W) AD(       ) 3
 FL2096  NAD 83(1986)-  35 06 11.60351(N)    100 44 27.12955(W) AD(       ) 3
 FL2096  NGVD 29 (01/19/93)  860.37   (m)         2822.7    (f) LEVELING    3  
 FL2096
 FL2096.Superseded values are not recommended for survey control.
 FL2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2096.See file dsdata.txt to determine how the superseded data were derived.
 FL2096
 FL2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4133485876(NAD 83)
 FL2096_MARKER: DD = SURVEY DISK
 FL2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2096+STABILITY: SURFACE MOTION
 FL2096
 FL2096  HISTORY     - Date     Condition        Report By
 FL2096  HISTORY     - 1958     MONUMENTED       USGS
 FL2096
 FL2096                          STATION DESCRIPTION
 FL2096
 FL2096'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FL2096'LOCATED ABOUT 8 MI. S. OF ALANREED, TEXAS, AND 16.5 MI. NW. OF HEDLEY,
 FL2096'TEXAS, ON A BARE HILL ON THE D SPAIN RANCH.
 FL2096'
 FL2096'TO REACH FROM RAILROAD STATION AT HEDLEY, TEXAS, GO W. ON U.S. HIGHWAY
 FL2096'287 FOR 6.7 MI. TO FARM ROAD 1755 ON THE W. EDGE OF THE TOWN OF LELIA
 FL2096'LAKE, TURN RIGHT (N.) AND GO 2.2 MI. TO CROSSROADS, CONTINUE STRAIGHT
 FL2096'AHEAD ONTO DIRT RD., CONTINUE 3.1 MI. TO CROSSROADS, CONTINUE STRAIGHT
 FL2096'AHEAD FOR 1.1 MI. TO THE SALT FORK OF THE RED RIVER, FORD THE RIVER
 FL2096'AND CONTINUE FOR 0.6 MI. TO RD. FORKS, TAKE LEFT FORK AND CONTINUE FOR
 FL2096'6.2 MI. TO CROSSROADS, GO STRAIGHT AHEAD FOR 1.9 MI. TO WIRE GATE AND
 FL2096'TRACK RD. ON THE RIGHT (E.), GO THRU GATE AND DRIVE TO TOP OF HILL,
 FL2096'ABOUT .2 MI., STATION IS 150 FT. SE. OF TRACK RD. ON TOP OF RIDGE.
 FL2096'
 FL2096'STATION MAY ALSO BE REACHED FROM TRAFFIC LIGHT IN ALANREED, GO E. ON
 FL2096'U.S. HIGHWAY 66 FOR 0.7 MI. TO CROSSROAD ON TOP OF HILL, TURN RIGHT
 FL2096'(S.) AND FOLLOW THE MAIN TRAVELED RD. FOR 6.0 MI. TO POINT WHERE THE
 FL2096'MAIN RD. TURNS LEFT AND THERE IS A CATTLEGUARD STRAIGHT AHEAD, TURN
 FL2096'S. ON THE MAIN TRAVELED RD. AND GO 1.3 MI. TO WIRE GATE AND TRACK RD.
 FL2096'ON LEFT OF MAIN RD.
 FL2096'
 FL2096'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING .2 FT.,
 FL2096'STAMPED---D SPAIN-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5728 ***********************************************************************
 AW5728  DESIGNATION -  D USE BM 51 USE 1934
 AW5728  PID         -  AW5728
 AW5728  STATE/COUNTY-  TX/JEFFERSON
 AW5728  USGS QUAD   -  BIG HILL BAYOU (1993)
 AW5728
 AW5728                         *CURRENT SURVEY CONTROL
 AW5728  ___________________________________________________________________
 AW5728* NAD 83(1993)-  29 45 02.26272(N)    094 04 17.12192(W)     ADJUSTED  
 AW5728* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW5728  ___________________________________________________________________
 AW5728  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW5728  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW5728
 AW5728  HORZ ORDER  -  THIRD
 AW5728
 AW5728.The horizontal coordinates were established by classical geodetic methods
 AW5728.and adjusted by the National Geodetic Survey in February 1996..
 AW5728
 AW5728.The orthometric height was scaled from a topographic map.
 AW5728
 AW5728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5728
 AW5728.The geoid height was determined by GEOID03.
 AW5728
 AW5728;                    North         East     Units Scale Factor Converg.
 AW5728;SPC TXSC     - 4,222,531.166 1,076,530.750   MT  0.99988947   +2 24 52.5
 AW5728;SPC TXSC     -13,853,421.00  3,531,917.97   sFT  0.99988947   +2 24 52.5
 AW5728;UTM  15      - 3,291,634.187   396,403.286   MT  0.99973242   -0 31 54.2
 AW5728
 AW5728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5728!SPC TXSC     -   1.00000425  x   0.99988947  =   0.99989372
 AW5728!UTM  15      -   1.00000425  x   0.99973242  =   0.99973667
 AW5728
 AW5728                          SUPERSEDED SURVEY CONTROL
 AW5728
 AW5728  NAD 83(1993)-  29 45 02.26253(N)    094 04 17.12207(W) AD(       ) 3
 AW5728  NAD 83(1986)-  29 45 02.28480(N)    094 04 17.10769(W) AD(       ) 3
 AW5728  NAD 27      -  29 45 01.50600(N)    094 04 16.48760(W) AD(       ) 3
 AW5728
 AW5728.Superseded values are not recommended for survey control.
 AW5728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5728.See file dsdata.txt to determine how the superseded data were derived.
 AW5728
 AW5728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN9640391634(NAD 83)
 AW5728_MARKER: DD = SURVEY DISK
 AW5728_SETTING: 0 = UNSPECIFIED SETTING
 AW5728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5728
 AW5728  HISTORY     - Date     Condition        Report By
 AW5728  HISTORY     - 1934     MONUMENTED       USE
 AW5728
 AW5728                          STATION DESCRIPTION
 AW5728
 AW5728'DESCRIBED BY US ENGINEERS 1934
 AW5728'STATION IS LOCATED ON INTRACOASTAL CANAL, 8.4 MILES SW OF
 AW5728'DRAWBRIDGE ON SABINE PASS-PORT ARTHUR HIGHWAY, AND 4.4 MILES
 AW5728'FROM BEGINNING OF FIRST LONG STRAIGHT-AWAY ON CANAL W OF
 AW5728'BRIDGE.  IT IS 11 METERS INSHORE, ON N SIDE OF CANAL, ATOP
 AW5728'SPOIL BANK.
 AW5728'
 AW5728'D (U.S.E.) IS B.M. 51 AT 440+00 ON U.S.E. BASE LINE ALONG
 AW5728'CANAL.  IT IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK
 AW5728'SET IN THE TOP OF A 4-INCH TILE PIPE PROJECTING 6 INCHES
 AW5728'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1014 ***********************************************************************
 CA1014  DESIGNATION -  D USGS 1935
 CA1014  PID         -  CA1014
 CA1014  STATE/COUNTY-  TX/SAN SABA
 CA1014  USGS QUAD   -  BEAR HOLLOW (1959)
 CA1014
 CA1014                         *CURRENT SURVEY CONTROL
 CA1014  ___________________________________________________________________
 CA1014* NAD 83(1993)-  31 04 10.40243(N)    098 39 54.84948(W)     ADJUSTED  
 CA1014* NAVD 88     -       516.     (meters)    1693.     (feet)  SCALED    
 CA1014  ___________________________________________________________________
 CA1014  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 CA1014  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CA1014
 CA1014  HORZ ORDER  -  SECOND
 CA1014
 CA1014.The horizontal coordinates were established by classical geodetic methods
 CA1014.and adjusted by the National Geodetic Survey in February 1996..
 CA1014
 CA1014.The orthometric height was scaled from a topographic map.
 CA1014
 CA1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1014
 CA1014.The geoid height was determined by GEOID03.
 CA1014
 CA1014;                    North         East     Units Scale Factor Converg.
 CA1014;SPC TX C     - 3,156,710.813   859,169.978   MT  0.99988245   +0 51 33.0
 CA1014;SPC TX C     -10,356,642.06  2,818,793.50   sFT  0.99988245   +0 51 33.0
 CA1014;UTM  14      - 3,437,358.701   531,935.469   MT  0.99961258   +0 10 22.0
 CA1014
 CA1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1014!SPC TX C     -   0.99992275  x   0.99988245  =   0.99980521
 CA1014!UTM  14      -   0.99992275  x   0.99961258  =   0.99953536
 CA1014
 CA1014                          SUPERSEDED SURVEY CONTROL
 CA1014
 CA1014  NAD 83(1986)-  31 04 10.41321(N)    098 39 54.83552(W) AD(       ) 2
 CA1014  NAD 27      -  31 04 09.81000(N)    098 39 53.69400(W) AD(       ) 2
 CA1014
 CA1014.Superseded values are not recommended for survey control.
 CA1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1014.See file dsdata.txt to determine how the superseded data were derived.
 CA1014
 CA1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3193537359(NAD 83)
 CA1014_MARKER: X = CHISELED CROSS
 CA1014_SETTING: 66 = SET IN ROCK OUTCROP
 CA1014_SP_SET: SET IN ROCK OUTCROP
 CA1014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1014+STABILITY: POSITION/ELEVATION WELL
 CA1014
 CA1014  HISTORY     - Date     Condition        Report By
 CA1014  HISTORY     - 1935     MONUMENTED       USGS
 CA1014
 CA1014                          STATION DESCRIPTION
 CA1014
 CA1014'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 CA1014'MARK WAS RECOVERED IS A CROSS CHISELED
 CA1014'IN A NATURAL ROCK WITH THE LETTERS U.S.G.S. AND IS DISTANT
 CA1014'FROM STATION DEE (20.283 METERS) (66.54 FEET) TO WESTWARD,
 CA1014'AND 17 FEET NE OF AN 18-INCH LIVE OAK TREE WITH TRIANGULAR
 CA1014'BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3793 ***********************************************************************
 AW3793  DESIGNATION -  D+72.5+46+00
 AW3793  PID         -  AW3793
 AW3793  STATE/COUNTY-  TX/HARRIS
 AW3793  USGS QUAD   -  LA PORTE (1982)
 AW3793
 AW3793                         *CURRENT SURVEY CONTROL
 AW3793  ___________________________________________________________________
 AW3793* NAD 83(1986)-  29 43 41.     (N)    095 06 34.     (W)     SCALED    
 AW3793* NAVD 88     -         7.85   (+/-2cm)      25.8    (feet)  VERTCON   
 AW3793  ___________________________________________________________________
 AW3793  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3793
 AW3793  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3793
 AW3793.The horizontal coordinates were scaled from a topographic map and have
 AW3793.an estimated accuracy of +/- 6 seconds.
 AW3793
 AW3793.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3793.The vertical order pertains to the NGVD 29 superseded value.
 AW3793
 AW3793.The geoid height was determined by GEOID03.
 AW3793
 AW3793;                    North         East    Units  Estimated Accuracy
 AW3793;SPC TXSC     - 4,216,250.      976,290.      MT  (+/- 180 meters Scaled)
 AW3793
 AW3793                          SUPERSEDED SURVEY CONTROL
 AW3793
 AW3793  NGVD 29 (??/??/92)    7.850  (m)           25.75   (f) ADJ UNCH    1 2
 AW3793
 AW3793.Superseded values are not recommended for survey control.
 AW3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3793.See file dsdata.txt to determine how the superseded data were derived.
 AW3793
 AW3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN959905(NAD 83)
 AW3793_MARKER: Z = SEE DESCRIPTION
 AW3793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3793_SP_SET: CASING
 AW3793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3793
 AW3793  HISTORY     - Date     Condition        Report By
 AW3793  HISTORY     - UNK      MONUMENTED       LOCENG
 AW3793  HISTORY     - 1964     GOOD             NGS
 AW3793  HISTORY     - 19910711 MARK NOT FOUND   USPSQD
 AW3793
 AW3793                          STATION DESCRIPTION
 AW3793
 AW3793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3793'9.55 MI NW FROM LA PORTE.
 AW3793'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW3793'SCHOOL AT LA PORTE, THENCE 5.5 MILES WEST ALONG STATE HIGHWAY 225,
 AW3793'THENCE 1.0 MILE NORTH ALONG A PAVED ROAD TO THE MAIN ENTRANCE TO THE
 AW3793'DIAMOND ALKALI COMPANY, THENCE 0.2 MILE NORTHEAST ALONG A SPUR
 AW3793'RAILROAD TRACK, THENCE 0.05 MILE NORTH ALONG K+93 STREET WHICH IS
 AW3793'PAVED, THENCE 0.1 MILE EAST ALONG A PAVED STREET, 6 FEET NORTH OF THE
 AW3793'CENTER LINE OF THE STREET, 36 FEET NORTHEAST OF THE NORTHEAST CORNER
 AW3793'OF A SMALL CONCRETE BLOCK BUILDING, 22 FEET SOUTHEAST OF THE SOUTHEAST
 AW3793'CORNER OF THE CONCRETE FOUNDATION AROUND A METAL MANHOLE, THE TOP OF A
 AW3793'2-INCH PIPE WHICH IS ROUNDED ON THE TOP AND IS ENCASED IN A 6-INCH
 AW3793'METAL CASING WITH A BRASS SCREW CAP, AND ABOUT 5 INCHES BELOW THE CAP.
 AW3793
 AW3793                          STATION RECOVERY (1991)
 AW3793
 AW3793'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2256 ***********************************************************************
 BL2256  DESIGNATION -  DACUS
 BL2256  PID         -  BL2256
 BL2256  STATE/COUNTY-  TX/GRIMES
 BL2256  USGS QUAD   -  DACUS (1997)
 BL2256
 BL2256                         *CURRENT SURVEY CONTROL
 BL2256  ___________________________________________________________________
 BL2256* NAD 83(1993)-  30 27 58.93204(N)    095 49 05.77413(W)     ADJUSTED  
 BL2256* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 BL2256  ___________________________________________________________________
 BL2256  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BL2256  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BL2256
 BL2256  HORZ ORDER  -  SECOND
 BL2256
 BL2256.The horizontal coordinates were established by classical geodetic methods
 BL2256.and adjusted by the National Geodetic Survey in February 1996..
 BL2256
 BL2256.The orthometric height was scaled from a topographic map.
 BL2256
 BL2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2256
 BL2256.The geoid height was determined by GEOID03.
 BL2256
 BL2256;                    North         East     Units Scale Factor Converg.
 BL2256;SPC TX C     - 3,097,449.323 1,133,438.687   MT  0.99992504   +2 19 31.9
 BL2256;SPC TX C     -10,162,214.99  3,718,623.43   sFT  0.99992504   +2 19 31.9
 BL2256;UTM  15      - 3,373,840.718   229,410.877   MT  1.00050336   -1 25 47.4
 BL2256
 BL2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2256!SPC TX C     -   0.99998713  x   0.99992504  =   0.99991217
 BL2256!UTM  15      -   0.99998713  x   1.00050336  =   1.00049049
 BL2256
 BL2256|---------------------------------------------------------------------|
 BL2256| PID    Reference Object                     Distance      Geod. Az  |
 BL2256|                                                           dddmmss.s |
 BL2256| CV8339 DACUS RM 1                           24.270 METERS 00729     |
 BL2256| BL2280 POOL USFS LOOKOUT TOWER             APPROX.10.5 KM 0591654.0 |
 BL2256| CV8338 DACUS AZ MK                                        1265327.3 |
 BL2256| CV8341 DACUS RM 3                           23.485 METERS 15414     |
 BL2256| CV8342 DACUS RM 4                           17.618 METERS 20544     |
 BL2256| CV8340 DACUS RM 2                           30.772 METERS 30522     |
 BL2256|---------------------------------------------------------------------|
 BL2256
 BL2256                          SUPERSEDED SURVEY CONTROL
 BL2256
 BL2256  NAD 83(1986)-  30 27 58.94578(N)    095 49 05.75718(W) AD(       ) 2
 BL2256  NAD 27      -  30 27 58.21600(N)    095 49 04.93700(W) AD(       ) 2
 BL2256
 BL2256.Superseded values are not recommended for survey control.
 BL2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2256.See file dsdata.txt to determine how the superseded data were derived.
 BL2256
 BL2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2941173841(NAD 83)
 BL2256_MARKER: DS = TRIANGULATION STATION DISK
 BL2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL2256+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 BL2256
 BL2256  HISTORY     - Date     Condition        Report By
 BL2256  HISTORY     - 1952     MONUMENTED       CGS
 BL2256  HISTORY     - 1956     GOOD             TXHD
 BL2256  HISTORY     - 1960     GOOD             CGS
 BL2256  HISTORY     - 1985     GOOD             LOCENG
 BL2256  HISTORY     - 19991102 GOOD             USPSQD
 BL2256  HISTORY     - 20050806 GOOD             GEOCAC
 BL2256
 BL2256                          STATION DESCRIPTION
 BL2256
 BL2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2256'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH SOUTHEAST OF
 BL2256'RICHARDS, 2 MILES NORTHWEST OF THE POST OFFICE IN DACUS, 38
 BL2256'FEET SOUTH OF THE CENTER OF A GRADED ROAD, 29 FEET WEST OF
 BL2256'A DRIVEWAY AND 2 FEET NORTHEAST OF THE WITNESS POST.  IT
 BL2256'PROJECTS 4 INCHES AND IS STAMPED DACUS 1952.
 BL2256'
 BL2256'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE CENTER OF A
 BL2256'GRADED ROAD AND 31 FEET NORTHEAST OF A PINE TREE WITH A
 BL2256'TRIANGLE BLAZE.  IT PROJECTS 4 INCHES AND IS STAMPED DACUS
 BL2256'NO 1 1952.
 BL2256'
 BL2256'REFERENCE MARK NO. 2 IS 70 FEET SOUTHWEST OF THE PINE TREE WITH
 BL2256'THE TRIANGLE BLAZE AND 42 FEET SOUTH OF THE CENTER OF THE
 BL2256'GRADED ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED DACUS NO 2
 BL2256'1952.
 BL2256'
 BL2256'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 94.98 FEET.
 BL2256'
 BL2256'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF A GRADED
 BL2256'ROAD, 2 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF AN
 BL2256'OAK TREE ABOUT 2 FEET IN DIAMETER.  IT PROJECTS 6 INCHES AND
 BL2256'IS STAMPED DACUS 1952.
 BL2256'
 BL2256'TO REACH THE STATION FROM THE POST OFFICE IN DACUS GO
 BL2256'NORTHWESTERLY ON GRADED ROAD FOR 1.9 MILES TO THE AZIMUTH MARK ON
 BL2256'THE RIGHT AS DESCRIBED, CONTINUE NORTHWEST ON GRADED ROAD FOR
 BL2256'0.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 BL2256
 BL2256                          STATION RECOVERY (1956)
 BL2256
 BL2256'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1956 (JEB)
 BL2256'DURING THE CONSTRUCTION OF HIGHWAY NO. F.M. 1486 BETWEEN RICHARDS
 BL2256'AND THE MONTGOMERY COUNTY LINE, IT BECAME NECESSARY TO WIDEN
 BL2256'THE EXISTING ROADBED THROUGHOUT.  AT THE SITE OF THE
 BL2256'TRIANGULATION STATION MACHINES USED FOR CLEARING AND GRUBBING
 BL2256'DESTROYED REFERENCE MARKS NO. 1 AND NO. 2.
 BL2256'
 BL2256'THE STATION ITSELF HAS NOT BEEN DISTURBED AND HAS BEEN PROTECTED
 BL2256'BY GUARD FENCE POSTS.
 BL2256'
 BL2256'REFERENCE MARKS DISKS NO. 1 AND NO. 2 RECEIVED 7/30/56.
 BL2256
 BL2256                          STATION RECOVERY (1960)
 BL2256
 BL2256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 BL2256'THE STATION AND THE AZIMUTH MARKS WERE RECOVERED IN GOOD
 BL2256'CONDITION AS DESCRIBED.  TWO NEW REFERENCE MARKS WERE SET
 BL2256'TO REPLACE MARKS LOST DURING NEW HIGHWAY CONSTRUCTION.  A
 BL2256'NEW DESCRIPTION IS AS FOLLOWS.
 BL2256'
 BL2256'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF RICHARDS AND
 BL2256'2 MILES NORTHWEST OF THE CROSSROAD SETTLEMENT OF DACUS, ALONG
 BL2256'THE WEST SIDE OF FM ROAD 1486 AT THE TOP OF A TIMBERED
 BL2256'DIVIDE AND AT THE WEST EDGE OF A 3 FOOT CUT IN THE HIGHWAY.
 BL2256'IT IS MIDWAY EACHWAY ABOUT 3 FEET FROM GUARD POSTS SET BY THE
 BL2256'HIGHWAY DEPARTMENT AND 30 FEET NORTH OF THE CENTER OF AN
 BL2256'ENTRANCE ROAD TO A GREEN HOUSE ABOUT 100 YARDS SOUTHWEST
 BL2256'OF THE HIGHWAY, AND 0.1 MILE NORTHWEST OF THE
 BL2256'GRIMES-MONTGOMERY COUNTY LINE.  A STANDARD DISK STAMPED DACUS
 BL2256'1952 IN A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 BL2256'
 BL2256'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DACUS 1952 IN A
 BL2256'CONCRETE POST SET AT THE SOUTHWEST BASE OF A 30 INCH STUMP,
 BL2256'15 FEET NORTHWEST OF A FARM ROAD LEADING NORTHEAST AND 50
 BL2256'NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE OF THE HIGHWAY.
 BL2256'IT IS ABOUT 75 FEET NORTH OF A GATE IN THE RIGHT-OF-WAY FENCE
 BL2256'AND IS ABOUT 0.1 MILE SOUTH OF THE COUNTY LINE.
 BL2256'
 BL2256'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DACUS 1952
 BL2256'NO. 3 1960 IN A CONCRETE POST PROJECTING ABOUT 1 INCH, 10
 BL2256'FEET WEST OF THE WEST RIGHT-OF-WAY FENCE LINE AND 30 FEET
 BL2256'SOUTH OF THE CENTER OF THE FARM ENTRANCE ROAD, IN SCATTERED
 BL2256'TIMBER.
 BL2256'
 BL2256'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED DACUS 1952
 BL2256'NO. 4 1960 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES,
 BL2256'35 FEET NORTHWEST OF THE ENTRANCE ROAD, 35 FEET SOUTHWEST
 BL2256'OF THE RIGHT-OF-WAY LINE AND 1 FOOT SOUTH OF THE FENCE LINE
 BL2256'WHICH MARKS THE NORTH BOUNDARY OF THE OLD FARM YARD.
 BL2256'
 BL2256'TO REACH THE STATION FROM RICHARDS AND THE JUNCTION OF HIGHWAYS
 BL2256'NOS. 149 AND 1486.  GO SOUTH ON FM ROAD 1486 TOWARD DOBBINS14,
 BL2256'05.6 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE
 BL2256'0.2 MILE TO REACH THE AZIMUTH MARK ON THE LEFT.
 BL2256
 BL2256                          STATION RECOVERY (1985)
 BL2256
 BL2256'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (SDL)
 BL2256'DACUS 1952 THE NORTHEAST SIDE OF THE STATION HAS BEEN EXPOSED BY
 BL2256'EROSION FROM THE 3 FOOT CUT IN THE HIGHWAY, MAKING TRIPOD SET-UPS
 BL2256'DIFFICULT AT BEST.
 BL2256'THE 30 INCH STUMP IS GONE.
 BL2256'
 BL2256'DACUS 1952 NO 3 1960 FLUSH WITH THE GROUND.  THE ROW FENCE IS GONE.
 BL2256'
 BL2256'DACUS 1952 NO 4 1960 FLUSH WITH THE GROUND.  THE ROW FENCE AND THE
 BL2256'OLD FARM YARD FENCE ARE GONE.
 BL2256
 BL2256                          STATION RECOVERY (1999)
 BL2256
 BL2256'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2256'RECOVERED IN GOOD CONDITION.
 BL2256
 BL2256                          STATION RECOVERY (2005)
 BL2256
 BL2256'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL2256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0606 ***********************************************************************
 DP0606  DESIGNATION -  DADA
 DP0606  PID         -  DP0606
 DP0606  STATE/COUNTY-  TX/FLOYD
 DP0606  USGS QUAD   -  FLOYDADA (1981)
 DP0606
 DP0606                         *CURRENT SURVEY CONTROL
 DP0606  ___________________________________________________________________
 DP0606* NAD 83(1993)-  33 54 18.38159(N)    101 21 32.42999(W)     ADJUSTED  
 DP0606* NAVD 88     -       961.     (meters)    3153.     (feet)  SCALED    
 DP0606  ___________________________________________________________________
 DP0606  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 DP0606  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DP0606
 DP0606  HORZ ORDER  -  SECOND
 DP0606
 DP0606.The horizontal coordinates were established by classical geodetic methods
 DP0606.and adjusted by the National Geodetic Survey in February 1996..
 DP0606
 DP0606.The orthometric height was scaled from a topographic map.
 DP0606
 DP0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0606
 DP0606.The geoid height was determined by GEOID03.
 DP0606
 DP0606;                    North         East     Units Scale Factor Converg.
 DP0606;SPC TXNC     - 2,251,829.021   335,614.810   MT  0.99998341   -1 33 33.4
 DP0606;SPC TXNC     - 7,387,875.71  1,101,096.26   sFT  0.99998341   -1 33 33.4
 DP0606;UTM  14      - 3,754,139.946   281,885.289   MT  1.00018651   -1 18 59.1
 DP0606
 DP0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0606!SPC TXNC     -   0.99985324  x   0.99998341  =   0.99983665
 DP0606!UTM  14      -   0.99985324  x   1.00018651  =   1.00003972
 DP0606
 DP0606:                Primary Azimuth Mark                     Grid Az
 DP0606:SPC TXNC     -  DADA AZ MK                               002 42 30.6
 DP0606:UTM  14      -  DADA AZ MK                               002 27 56.3
 DP0606
 DP0606|---------------------------------------------------------------------|
 DP0606| PID    Reference Object                     Distance      Geod. Az  |
 DP0606|                                                           dddmmss.s |
 DP0606| CJ6144 DADA AZ MK                                         0010857.2 |
 DP0606| DP0605 FLOYDADA RAD STA KFLD MST           APPROX. 7.1 KM 0033921.7 |
 DP0606| DP0603 FLOYDADA EAST MUNICIPAL TANK        APPROX. 9.3 KM 0131922.0 |
 DP0606| DP0602 FLOYDADA PANHANDLE COMP CO TK       APPROX. 8.2 KM 0222517.7 |
 DP0606| CJ6145 DADA RM 1                            13.633 METERS 20958     |
 DP0606| CJ6146 DADA RM 2                            14.450 METERS 33128     |
 DP0606|---------------------------------------------------------------------|
 DP0606
 DP0606                          SUPERSEDED SURVEY CONTROL
 DP0606
 DP0606  NAD 83(1993)-  33 54 18.38630(N)    101 21 32.42702(W) AD(       ) 2
 DP0606  NAD 83(1986)-  33 54 18.38761(N)    101 21 32.42414(W) AD(       ) 2
 DP0606  NAD 27      -  33 54 18.09773(N)    101 21 30.85622(W) AD(       ) 2
 DP0606
 DP0606.Superseded values are not recommended for survey control.
 DP0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0606.See file dsdata.txt to determine how the superseded data were derived.
 DP0606
 DP0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8188554140(NAD 83)
 DP0606_MARKER: DS = TRIANGULATION STATION DISK
 DP0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0606
 DP0606  HISTORY     - Date     Condition        Report By
 DP0606  HISTORY     - 1964     MONUMENTED       CGS
 DP0606
 DP0606                          STATION DESCRIPTION
 DP0606
 DP0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0606'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF FLOYDADA, 14.0 MILES
 DP0606'EAST NORTHEAST OF PETERSBURG AND 15.5 MILES NORTH OF RALLS ON THE
 DP0606'WEST RIGHT-OF-WAY OF U. S. HIGHWAY NO. 62.
 DP0606'
 DP0606'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U. S. HIGHWAYS
 DP0606'62 AND 70, AT THE SOUTHWEST EDGE OF FLOYDADA, GO SOUTHWEST ON
 DP0606'U. S. HIGHWAY 62 FOR 5.6 MILES TO STATION ON THE WEST SIDE OF
 DP0606'HIGHWAY.  FROM THIS POINT THE HIGHWAY DROPS INTO CANYON TO THE
 DP0606'SOUTH.
 DP0606'
 DP0606'STATION, STAMPED DADA 1964, IS A STANDARD USC AND GS BRONZE DISK
 DP0606'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 DP0606'WITH THE GROUND.  IT IS 118.0 FEET WEST OF THE CENTERLINE OF U. S.
 DP0606'HIGHWAY 62, 57.0 FEET NORTH NORTHEAST OF TELEPHONE POLE AND GATE
 DP0606'POST AND 23.4 FEET EAST OF FENCELINE.
 DP0606'
 DP0606'R. M. NO. 1, STAMPED DADA NO 1 1964, IS A STANDARD USC AND GS
 DP0606'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DP0606'THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 140.0 FEET
 DP0606'WEST OF THE CENTERLINE OF U. S. HIGHWAY 62, 13.5 FEET NORTH OF
 DP0606'TELEPHONE POLE AND GATE POST, 0.8 FOOT EAST OF FENCELINE AND
 DP0606'ABOUT THE SAME ELEVATION AS THE STATION.
 DP0606'
 DP0606'R. M. NO. 2, STAMPED DADA NO 2 1964, IS A STANDARD USC AND GS
 DP0606'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DP0606'THAT IS ABOUT 2-INCHES BELOW THE GROUND.  IT IS 140.0 FEET WEST OF
 DP0606'THE CENTERLINE OF U. S. HIGHWAY 62, 2.0 FEET SOUTH OF METAL
 DP0606'WITNESS POST AND SIGN AND 1.2 FEET EAST OF FENCELINE.
 DP0606'
 DP0606'AZIMUTH MARK, STAMPED DADA 1964, IS A STANDARD USC AND GS BRONZE
 DP0606'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 DP0606'FLUSH WITH THE GROUND.  IT IS 51.5 FEET EAST OF THE CENTERLINE OF
 DP0606'U. S. HIGHWAY 62, 2.4 FEET NORTHEAST OF METAL WITNESS POST AND
 DP0606'SIGN AND 1.3 FEET SOUTH OF POWER POLE.
 DP0606'
 DP0606'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH, ON U. S.
 DP0606'HIGHWAY 62 FOR 0.8 MILE TO THE MARK ON THE EAST SIDE OF THE
 DP0606'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1185 ***********************************************************************
 AH1185  DESIGNATION -  DAGGER ISLAND 1860
 AH1185  PID         -  AH1185
 AH1185  STATE/COUNTY-  TX/NUECES
 AH1185  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1185
 AH1185                         *CURRENT SURVEY CONTROL
 AH1185  ___________________________________________________________________
 AH1185* NAD 83(1993)-  27 50 08.71491(N)    097 10 13.88364(W)     ADJUSTED  
 AH1185* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1185  ___________________________________________________________________
 AH1185  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AH1185  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH1185
 AH1185  HORZ ORDER  -  THIRD
 AH1185
 AH1185.The horizontal coordinates were established by classical geodetic methods
 AH1185.and adjusted by the National Geodetic Survey in February 1996..
 AH1185
 AH1185.The orthometric height was scaled from a topographic map.
 AH1185
 AH1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1185
 AH1185.The geoid height was determined by GEOID03.
 AH1185
 AH1185;                    North         East     Units Scale Factor Converg.
 AH1185;SPC TX S     - 5,241,015.311   430,965.219   MT  1.00000061   +0 36 12.9
 AH1185;SPC TX S     -17,194,897.73  1,413,925.06   sFT  1.00000061   +0 36 12.9
 AH1185;SPC TXSC     - 4,001,678.199   780,251.942   MT  1.00020214   +0 53 46.6
 AH1185;SPC TXSC     -13,128,839.22  2,559,876.58   sFT  1.00020214   +0 53 46.6
 AH1185;UTM  14      - 3,080,351.640   680,168.163   MT  1.00000067   +0 51 16.1
 AH1185
 AH1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1185!SPC TX S     -   1.00000386  x   1.00000061  =   1.00000447
 AH1185!SPC TXSC     -   1.00000386  x   1.00020214  =   1.00020600
 AH1185!UTM  14      -   1.00000386  x   1.00000067  =   1.00000453
 AH1185
 AH1185:                Primary Azimuth Mark                     Grid Az
 AH1185:SPC TX S     -  SHAMROCK                                 180 09 34.7
 AH1185:SPC TXSC     -  SHAMROCK                                 179 52 01.0
 AH1185:UTM  14      -  SHAMROCK                                 179 54 31.5
 AH1185
 AH1185|---------------------------------------------------------------------|
 AH1185| PID    Reference Object                     Distance      Geod. Az  |
 AH1185|                                                           dddmmss.s |
 AH1185| AH1170 SHAMROCK                            APPROX. 8.4 KM 1804547.6 |
 AH1185|---------------------------------------------------------------------|
 AH1185
 AH1185                          SUPERSEDED SURVEY CONTROL
 AH1185
 AH1185  NAD 83(1986)-  27 50 08.72208(N)    097 10 13.85862(W) AD(       ) 3
 AH1185  NAD 27      -  27 50 07.62500(N)    097 10 12.89700(W) AD(       ) 3
 AH1185
 AH1185.Superseded values are not recommended for survey control.
 AH1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1185.See file dsdata.txt to determine how the superseded data were derived.
 AH1185
 AH1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8016880352(NAD 83)
 AH1185_MARKER: G = GLASS BOTTLE
 AH1185_SETTING: 0 = UNSPECIFIED SETTING
 AH1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1185
 AH1185  HISTORY     - Date     Condition        Report By
 AH1185  HISTORY     - 1860     MONUMENTED       CGS
 AH1185  HISTORY     - 1934     GOOD             CGS
 AH1185  HISTORY     - 1948     GOOD             CGS
 AH1185  HISTORY     - 1949     GOOD             CGS
 AH1185  HISTORY     - 1962     GOOD             CGS
 AH1185  HISTORY     - 1969     GOOD             CGS
 AH1185
 AH1185                          STATION DESCRIPTION
 AH1185
 AH1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1860 (SAG)
 AH1185'THIS STATION IS MARKED ACCORDINGLY.
 AH1185'THERE ARE NO DESCRIPTIONS FOR THE STATIONS
 AH1185'THAT ARE REFERRED TO THIS NOTE, EXCEPT AS FOLLOWS--THE STATION
 AH1185'IS MARKED BY A BOTTLE BURIED ABOUT 3 FEET UNDERGROUND.  FOUR
 AH1185'IRON REFERENCE MARKS WERE PLACED AROUND THE STATION AT DISTANCES
 AH1185'OF ABOUT 6 FEET, ON LINES INTERSECTING AT THE CENTER IN
 AH1185'APPROXIMATE RIGHT ANGLES.  IF THE GROUND WAS MARSHY OR THE STATION
 AH1185'WAS CONSIDERED UNSAFE, A MARK WAS SET 50 FEET FROM THE
 AH1185'STATION.  ON THE SAME LINE WITH THIS A SECOND MARK WAS PLACED
 AH1185'100 FEET FROM THE STATION.  ON A LINE AT RIGHT ANGLES TO THIS
 AH1185'TWO MORE MARKS WERE PLACED SIMILAR TO THE FIRST, SO
 AH1185'THAT THE LINES PRODUCED INTERSECT AT THE STATION.  THESE
 AH1185'IRON MARKS HAVE, IN SOME INSTANCES, BEEN RECOVERED AND ARE
 AH1185'DESCRIBED AS FOLLOWS--THE MARK IS CAST IRON, TROUGH-SHAPED, 26
 AH1185'INCHES LONG, WITH A FLAT, SQUARE FLANGE FOR A BASE, AND AT
 AH1185'THE TOP HAS A FLAT TRIANGULAR FLANGE 16 CENTIMETERS ON EACH
 AH1185'SIDE WITH A RAISED TRIANGULAR PYRAMID.  ON THE FACES OF
 AH1185'THE PYRAMID ARE THE RAISED LETTERS U.S.C.S.
 AH1185
 AH1185                          STATION RECOVERY (1934)
 AH1185
 AH1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1185'STATION IS LOCATED ABOUT 1.1 MILES NE OF SW END OF DAGGER
 AH1185'ISLAND, ON THE HIGHEST PART OF THE CREST OF THE ISLAND, AND
 AH1185'20 METERS FROM THE E SHORE.
 AH1185'
 AH1185'STATION WAS REMARKED IN 1931 BY THE U.S.E. IN THE FOLLOWING
 AH1185'MANNER--ORIGINAL MARK, A QUART BOTTLE, IS LOCATED APPROXIMATELY
 AH1185'5 FEET BELOW THE SURFACE, IMMEDIATELY ABOVE THE OLD MARK BUT
 AH1185'NOT TOUCHING WAS PLACED A 1-FOOT LENGTH OF 4-INCH SEWER TILE
 AH1185'FILLED WITH CONCRETE AND WITH A SMALL CONCRETE BASE.  ABOVE
 AH1185'THIS BUT NOT TOUCHING IS ANOTHER 1-FOOT LENGTH SAME AS THE
 AH1185'PRECEDING.  THE SURFACE MARK IS COMPOSED OF TWO SUCH LENGTHS
 AH1185'CONCRETED TOGETHER, WITH THE CENTER MARKED BY THE HEAD OF A
 AH1185'SMALL COPPER NAIL WHICH PROJECTS 1/2 INCH ABOVE THE CONCRETE.
 AH1185'STATION IS EXPOSED 6 INCHES.
 AH1185'
 AH1185'THERE ARE NO REFERENCE MARKS.
 AH1185'
 AH1185'HEIGHT OF LIGHT ABOVE STATION MARK - 2.4 METERS.
 AH1185
 AH1185                          STATION RECOVERY (1948)
 AH1185
 AH1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AH1185'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE ARE
 AH1185'NO REFERENCE MARKS.
 AH1185
 AH1185                          STATION RECOVERY (1949)
 AH1185
 AH1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1185'STATION RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY NOTE IS
 AH1185'ADEQUATE AND COMPLETE EXCEPT FOR THE FOLLOWING DISCREPANCY--STATION
 AH1185'IS NOW 72.0 METERS FROM E SHORE INSTEAD OF 20.0 METERS.
 AH1185
 AH1185                          STATION RECOVERY (1962)
 AH1185
 AH1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 AH1185'STATION WAS RECOVERED.  UPPER SECTION OF SURFACE MARK WAS
 AH1185'WASHED AWAY BY HURRICANE CARLA.  SECOND SECTION OF STATION
 AH1185'RECOVERED.  NOW LOCATED ABOUT 34 METERS NORTHEAST OF MOST
 AH1185'WESTERLY OF FOUR HEATERS LOCATED ON DAGGER ISLAND NEAR SOUTH
 AH1185'END OF FILL CUT.
 AH1185
 AH1185                          STATION RECOVERY (1969)
 AH1185
 AH1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1185'NO SIGN OF MARKS WERE FOUND.  FIVE MEN SEARCHED FOR 2-1/2
 AH1185'HOURS.
 AH1185'
 AH1185'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 AH1185'SOUTH-SOUTHWEST OF ARANSAS PASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1261 ***********************************************************************
 DM1261  DESIGNATION -  DAINGERFIELD
 DM1261  PID         -  DM1261
 DM1261  STATE/COUNTY-  TX/MORRIS
 DM1261  USGS QUAD   -  DAINGERFIELD (1980)
 DM1261
 DM1261                         *CURRENT SURVEY CONTROL
 DM1261  ___________________________________________________________________
 DM1261* NAD 83(1993)-  33 02 20.58771(N)    094 44 53.60324(W)     ADJUSTED  
 DM1261* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 DM1261  ___________________________________________________________________
 DM1261  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DM1261  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM1261
 DM1261  HORZ ORDER  -  SECOND
 DM1261
 DM1261.The horizontal coordinates were established by classical geodetic methods
 DM1261.and adjusted by the National Geodetic Survey in February 1996..
 DM1261
 DM1261.The orthometric height was scaled from a topographic map.
 DM1261
 DM1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1261
 DM1261.The geoid height was determined by GEOID03.
 DM1261
 DM1261;                    North         East     Units Scale Factor Converg.
 DM1261;SPC TXNC     - 2,158,439.947   950,341.953   MT  0.99987265   +2 02 46.3
 DM1261;SPC TXNC     - 7,081,481.73  3,117,913.56   sFT  0.99987265   +2 02 46.3
 DM1261;UTM  15      - 3,656,974.419   336,749.910   MT  0.99992860   -0 57 12.1
 DM1261
 DM1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1261!SPC TXNC     -   0.99997485  x   0.99987265  =   0.99984750
 DM1261!UTM  15      -   0.99997485  x   0.99992860  =   0.99990345
 DM1261
 DM1261|---------------------------------------------------------------------|
 DM1261| PID    Reference Object                     Distance      Geod. Az  |
 DM1261|                                                           dddmmss.s |
 DM1261| CX5680 DAINGERFIELD RM 1                    38.015 METERS 02102     |
 DM1261| DM1262 DAINGERFIELD                         90.277 METERS 04707     |
 DM1261| DM1263 DAINGERFIELD LOT                     14.789 METERS 05319     |
 DM1261| CX5679 DAINGERFIELD AZ MK                                 0830634.3 |
 DM1261| CX5681 DAINGERFIELD RM 2                    22.610 METERS 11211     |
 DM1261|---------------------------------------------------------------------|
 DM1261
 DM1261                          SUPERSEDED SURVEY CONTROL
 DM1261
 DM1261  NAD 83(1993)-  33 02 20.59242(N)    094 44 53.59736(W) AD(       ) 2
 DM1261  NAD 83(1986)-  33 02 20.59202(N)    094 44 53.59100(W) AD(       ) 2
 DM1261  NAD 27      -  33 02 20.13970(N)    094 44 52.84510(W) AD(       ) 2
 DM1261
 DM1261.Superseded values are not recommended for survey control.
 DM1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1261.See file dsdata.txt to determine how the superseded data were derived.
 DM1261
 DM1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS3675056974(NAD 83)
 DM1261_MARKER: DS = TRIANGULATION STATION DISK
 DM1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1261
 DM1261  HISTORY     - Date     Condition        Report By
 DM1261  HISTORY     - 1958     MONUMENTED       CGS
 DM1261
 DM1261                          STATION DESCRIPTION
 DM1261
 DM1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1261'THE STATION IS LOCATED ON A PROMINENT WOODED RIDGE WHICH
 DM1261'RANGES IN AN EAST-WEST DIRECTION, ABOUT 1.5 MILES NORTHWEST
 DM1261'OF DAINGERFIELD AND 33 FEET SOUTHWEST OF THE SOUTHWEST LEG
 DM1261'OF THE LOOKOUT TOWER.  THE MARK PROJECTS 6 INCHES ABOVE
 DM1261'THE SURFACE OF THE GROUND AND IS STAMPED DAINGERFIELD 1958.
 DM1261'
 DM1261'REFERENCE MARK NO. 1 IS 78 FEET NORTH OF THE NORTHEAST LEG
 DM1261'OF THE LOOKOUT TOWER.  THE MARK PROJECTS 6 INCHES ABOVE
 DM1261'THE SURFACE OF THE GROUND AND IS STAMPED DAINGERFIELD NO 1 1958.
 DM1261'
 DM1261'REFERENCE MARK NO. 2 IS 50 FEET SOUTHEAST OF THE SOUTHEAST
 DM1261'LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS 6 INCHES ABOVE
 DM1261'THE SURFACE OF THE GROUND AND IS STAMPED DAINGERFIELD NO 2 1958.
 DM1261'
 DM1261'AZIMUTH MARK IS 52 FEET SOUTHWEST OF THE CENTER OF THE CROSSROAD
 DM1261'AND 2 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 6
 DM1261'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED DAINGERFIELD
 DM1261'1958.
 DM1261'
 DM1261'DAINGERFIELD (USE) IS 12 FEET WEST OF A 6-INCH TRIANGLE BLAZED
 DM1261'OAK TREE.  THE MARK IS A STANDARD U.S. ENGINEER MARK SET
 DM1261'IN THE TOP OF A CONCRETE POST, PROJECTS 9 INCHES ABOVE THE
 DM1261'SURFACE OF THE GROUND AND IS STAMPED DAINGERFIELD 1 1956.
 DM1261'
 DM1261'DAINGERFIELD T.S.F.S. L.O.T. IS A FOUR LEGGED STEEL STRUCTURE
 DM1261'WITH THE LEGS BOLTED TO THE TOP OF CONCRETE PIERS AND GLASS
 DM1261'WINDOWS AROUND THE TOP.  THE STRUCTURE IS ABOUT 100 FEET
 DM1261'IN HEIGHT AND IS COLORED GRAY.
 DM1261'
 DM1261'TO REACH THE STATION FROM THE POST OFFICE IN DAINGERFIELD,
 DM1261'GO NORTH ON STATE ROADS NO. 26 AND 49 FOR 1.0 MILE TO THE
 DM1261'JUNCTION OF STATE ROADS NO. 26 AND 49 AND WHERE AN OILED
 DM1261'ROAD TURNS SHARP TO THE LEFT, TURN LEFT ON THE OILED ROAD
 DM1261'AND GO SOUTH FOR 0.15 MILE TO A CROSSROAD, TURN RIGHT AND
 DM1261'GO WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO A T-JUNCTION,
 DM1261'TURN RIGHT AND GO NORTHERLY FOR 0.15 MILE TO A FORK, TAKE
 DM1261'THE LEFT FORK AND GO UP STEEP GRADE FOR 0.5 MILE TO A
 DM1261'CROSSROAD AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, TURN
 DM1261'RIGHT AND GO WESTERLY FOR 0.7 MILE TO THE LOOKOUT TOWER
 DM1261'AND THE STATION AS DESCRIBED.
 DM1261'
 DM1261'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1262 ***********************************************************************
 DM1262  DESIGNATION -  DAINGERFIELD
 DM1262  PID         -  DM1262
 DM1262  STATE/COUNTY-  TX/MORRIS
 DM1262  USGS QUAD   -  DAINGERFIELD (1980)
 DM1262
 DM1262                         *CURRENT SURVEY CONTROL
 DM1262  ___________________________________________________________________
 DM1262* NAD 83(1993)-  33 02 22.58172(N)    094 44 51.05375(W)     ADJUSTED  
 DM1262* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 DM1262  ___________________________________________________________________
 DM1262  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DM1262  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM1262
 DM1262  HORZ ORDER  -  SECOND
 DM1262
 DM1262.The horizontal coordinates were established by classical geodetic methods
 DM1262.and adjusted by the National Geodetic Survey in February 1996..
 DM1262
 DM1262.The orthometric height was scaled from a topographic map.
 DM1262
 DM1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1262
 DM1262.The geoid height was determined by GEOID03.
 DM1262
 DM1262;                    North         East     Units Scale Factor Converg.
 DM1262;SPC TXNC     - 2,158,503.691   950,405.863   MT  0.99987264   +2 02 47.7
 DM1262;SPC TXNC     - 7,081,690.86  3,118,123.24   sFT  0.99987264   +2 02 47.7
 DM1262;UTM  15      - 3,657,034.735   336,817.071   MT  0.99992833   -0 57 10.8
 DM1262
 DM1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1262!SPC TXNC     -   0.99997501  x   0.99987264  =   0.99984765
 DM1262!UTM  15      -   0.99997501  x   0.99992833  =   0.99990334
 DM1262
 DM1262                          SUPERSEDED SURVEY CONTROL
 DM1262
 DM1262  NAD 83(1993)-  33 02 22.58642(N)    094 44 51.04787(W) AD(       ) 2
 DM1262  NAD 83(1986)-  33 02 22.58602(N)    094 44 51.04152(W) AD(       ) 2
 DM1262  NAD 27      -  33 02 22.13370(N)    094 44 50.29560(W) AD(       ) 2
 DM1262
 DM1262.Superseded values are not recommended for survey control.
 DM1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1262.See file dsdata.txt to determine how the superseded data were derived.
 DM1262
 DM1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS3681757035(NAD 83)
 DM1262_MARKER: DH = HORIZONTAL CONTROL DISK
 DM1262_SETTING: 0 = UNSPECIFIED SETTING
 DM1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1262
 DM1262  HISTORY     - Date     Condition        Report By
 DM1262  HISTORY     - 1958     MONUMENTED       USE
 DM1262
 DM1262                          STATION DESCRIPTION
 DM1262
 DM1262'DESCRIBED BY US ENGINEERS 1958
 DM1262'SEE STATION DAINGERFIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1263 ***********************************************************************
 DM1263  DESIGNATION -  DAINGERFIELD LOT
 DM1263  PID         -  DM1263
 DM1263  STATE/COUNTY-  TX/MORRIS
 DM1263  USGS QUAD   -  DAINGERFIELD (1980)
 DM1263
 DM1263                         *CURRENT SURVEY CONTROL
 DM1263  ___________________________________________________________________
 DM1263* NAD 83(1993)-  33 02 20.87449(N)    094 44 53.14616(W)     ADJUSTED  
 DM1263* NAVD 88     -                                                        
 DM1263  ___________________________________________________________________
 DM1263  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DM1263  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM1263
 DM1263  HORZ ORDER  -  THIRD
 DM1263
 DM1263.The horizontal coordinates were established by classical geodetic methods
 DM1263.and adjusted by the National Geodetic Survey in February 1996..
 DM1263
 DM1263
 DM1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1263
 DM1263.The geoid height was determined by GEOID03.
 DM1263
 DM1263;                    North         East     Units Scale Factor Converg.
 DM1263;SPC TXNC     - 2,158,449.198   950,353.489   MT  0.99987265   +2 02 46.6
 DM1263;SPC TXNC     - 7,081,512.08  3,117,951.41   sFT  0.99987265   +2 02 46.6
 DM1263;UTM  15      - 3,656,983.055   336,761.914   MT  0.99992856   -0 57 11.9
 DM1263
 DM1263                          SUPERSEDED SURVEY CONTROL
 DM1263
 DM1263  NAD 83(1993)-  33 02 20.87919(N)    094 44 53.14028(W) AD(       ) 4
 DM1263  NAD 83(1986)-  33 02 20.87879(N)    094 44 53.13392(W) AD(       ) 4
 DM1263  NAD 27      -  33 02 20.42600(N)    094 44 52.38800(W) AD(       ) 3
 DM1263
 DM1263.Superseded values are not recommended for survey control.
 DM1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1263.See file dsdata.txt to determine how the superseded data were derived.
 DM1263
 DM1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS3676256983(NAD 83)
 DM1263_MARKER: 57 = LOOKOUT TOWER
 DM1263
 DM1263  HISTORY     - Date     Condition        Report By
 DM1263  HISTORY     - 1958     FIRST OBSERVED   CGS
 DM1263
 DM1263                          STATION DESCRIPTION
 DM1263
 DM1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DM1263'SEE STATION DAINGERFIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1260 ***********************************************************************
 DM1260  DESIGNATION -  DAINGERFIELD MUNICIPAL TANK
 DM1260  PID         -  DM1260
 DM1260  STATE/COUNTY-  TX/MORRIS
 DM1260  USGS QUAD   -  DAINGERFIELD (1980)
 DM1260
 DM1260                         *CURRENT SURVEY CONTROL
 DM1260  ___________________________________________________________________
 DM1260* NAD 83(1993)-  33 01 32.97168(N)    094 43 15.36533(W)     ADJUSTED  
 DM1260* NAVD 88     -                                                        
 DM1260  ___________________________________________________________________
 DM1260  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DM1260  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM1260
 DM1260  HORZ ORDER  -  THIRD
 DM1260
 DM1260.The horizontal coordinates were established by classical geodetic methods
 DM1260.and adjusted by the National Geodetic Survey in February 1996..
 DM1260
 DM1260
 DM1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1260
 DM1260.The geoid height was determined by GEOID03.
 DM1260
 DM1260;                    North         East     Units Scale Factor Converg.
 DM1260;SPC TXNC     - 2,157,065.512   952,941.798   MT  0.99987272   +2 03 39.9
 DM1260;SPC TXNC     - 7,076,972.43  3,126,443.22   sFT  0.99987272   +2 03 39.9
 DM1260;UTM  15      - 3,655,465.752   339,274.404   MT  0.99991852   -0 56 17.3
 DM1260
 DM1260                          SUPERSEDED SURVEY CONTROL
 DM1260
 DM1260  NAD 83(1993)-  33 01 32.97704(N)    094 43 15.36072(W) AD(       ) 4
 DM1260  NAD 83(1986)-  33 01 32.97608(N)    094 43 15.35317(W) AD(       ) 4
 DM1260  NAD 27      -  33 01 32.52200(N)    094 43 14.61200(W) AD(       ) 3
 DM1260
 DM1260.Superseded values are not recommended for survey control.
 DM1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1260.See file dsdata.txt to determine how the superseded data were derived.
 DM1260
 DM1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS3927455466(NAD 83)
 DM1260_MARKER: 51 = TANK
 DM1260
 DM1260  HISTORY     - Date     Condition        Report By
 DM1260  HISTORY     - 1957     FIRST OBSERVED   CGS
 DM1260
 DM1260                          STATION DESCRIPTION
 DM1260
 DM1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1260'THE STATION IS LOCATED ON A HIGH HILL AT THE SOUTHEAST EDGE
 DM1260'OF DAINGERFIELD.  IT IS 100 YARDS EAST OF TEXAS STATE ROAD
 DM1260'26 AND 30 FEET WEST OF A METAL BUILDING.  IT IS A CIRCULAR
 DM1260'TANK WITH A BALL AT THE APEX OF THE ROOF AND IS PAINTED SILVER
 DM1260'IN COLOR.  THE APPROX HEIGHT IS 150 FEET.
 DM1260'
 DM1260'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6898 ***********************************************************************
 AW6898  DESIGNATION -  DAIRY
 AW6898  PID         -  AW6898
 AW6898  STATE/COUNTY-  TX/HARRIS
 AW6898  USGS QUAD   -  SATSUMA (1982)
 AW6898
 AW6898                         *CURRENT SURVEY CONTROL
 AW6898  ___________________________________________________________________
 AW6898* NAD 83(1993)-  29 55 28.30529(N)    095 32 53.01343(W)     ADJUSTED  
 AW6898* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 AW6898  ___________________________________________________________________
 AW6898  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6898  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW6898
 AW6898  HORZ ORDER  -  FIRST
 AW6898
 AW6898.The horizontal coordinates were established by classical geodetic methods
 AW6898.and adjusted by the National Geodetic Survey in February 1996..
 AW6898
 AW6898.The orthometric height was scaled from a topographic map.
 AW6898
 AW6898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6898
 AW6898.The geoid height was determined by GEOID03.
 AW6898
 AW6898;                    North         East     Units Scale Factor Converg.
 AW6898;SPC TXSC     - 4,236,681.936   933,240.272   MT  0.99991604   +1 41 28.1
 AW6898;SPC TXSC     -13,899,847.32  3,061,805.79   sFT  0.99991604   +1 41 28.1
 AW6898;UTM  15      - 3,313,152.346   254,018.814   MT  1.00034659   -1 16 18.3
 AW6898
 AW6898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6898!SPC TXSC     -   0.99999854  x   0.99991604  =   0.99991458
 AW6898!UTM  15      -   0.99999854  x   1.00034659  =   1.00034513
 AW6898
 AW6898:                Primary Azimuth Mark                     Grid Az
 AW6898:SPC TXSC     -  DAIRY AZ MK                              001 01 14.7
 AW6898:UTM  15      -  DAIRY AZ MK                              003 59 01.1
 AW6898
 AW6898|---------------------------------------------------------------------|
 AW6898| PID    Reference Object                     Distance      Geod. Az  |
 AW6898|                                                           dddmmss.s |
 AW6898| CV7078 DAIRY AZ MK                                        0024242.8 |
 AW6898| CV7079 DAIRY RM 1                            7.102 METERS 02050     |
 AW6898| CV7080 DAIRY RM 2                            9.065 METERS 15208     |
 AW6898|---------------------------------------------------------------------|
 AW6898
 AW6898                          SUPERSEDED SURVEY CONTROL
 AW6898
 AW6898  NAD 83(1986)-  29 55 28.32002(N)    095 32 52.99510(W) AD(       ) 1
 AW6898  NAD 27      -  29 55 27.51396(N)    095 32 52.20381(W) AD(       ) 1
 AW6898
 AW6898.Superseded values are not recommended for survey control.
 AW6898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6898.See file dsdata.txt to determine how the superseded data were derived.
 AW6898
 AW6898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5401913152(NAD 83)
 AW6898_MARKER: DS = TRIANGULATION STATION DISK
 AW6898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6898
 AW6898  HISTORY     - Date     Condition        Report By
 AW6898  HISTORY     - 1968     MONUMENTED       CGS
 AW6898  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW6898
 AW6898                          STATION DESCRIPTION
 AW6898
 AW6898'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6898'THE STATION IS LOCATED ABOUT 13-1/2 MILES WEST-SOUTHWEST OF THE
 AW6898'HOUSTON INTERCONTINENTAL AIRPORT, 3 MILES NORTHEAST OF JERSEY
 AW6898'VILLAGE, 3 MILES SOUTH-SOUTHWEST OF THE JUNCTION OF FARM ROADS 1960
 AW6898'AND 149 AND ON THE PROPERTY OF MR. GEORGE KNIGGE.
 AW6898'
 AW6898'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND FARM
 AW6898'ROAD 1960, GO NORTHEAST ON FARM ROAD 1960 FOR 2.4 MILES TO A
 AW6898'CROSSROADS AT A CAUTION LIGHT.  CONTINUE NORTHEAST FOR 0.1 MILE TO
 AW6898'A ROAD RIGHT.  TURN RIGHT AND GO EAST ON A MACADAM ROAD FOR 2.1
 AW6898'MILES TO A SHARP RIGHT TURN.  TURN RIGHT AND GO SOUTH FOR 0.25 MILE
 AW6898'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.35 MILE TO
 AW6898'THE STATION ON THE RIGHT.
 AW6898'
 AW6898'THE STATION MARK IS A STANDARD DISK STAMPED DAIRY 1968, SET IN THE
 AW6898'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 18 INCHES
 AW6898'UNDERGROUND.  IT IS 142 FEET NORTH-NORTHWEST OF A POWER LINE POLE
 AW6898'WITH A TRANSFORMER, 51 FEET WEST OF THE CENTER OF THE MACADAM ROAD
 AW6898'AND 11.3 FEET WEST OF A METAL WITNESS POST IN A FENCE.
 AW6898'
 AW6898'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DAIRY NO 1 1968, SET
 AW6898'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.
 AW6898'IT IS 40 FEET WEST OF THE CENTER OF THE ROAD, 29.2 FEET NORTH OF
 AW6898'THE METAL WITNESS POST AND 0.5 FOOT WEST OF THE FENCE.
 AW6898'
 AW6898'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAIRY NO 2 1968, SET IN
 AW6898'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.
 AW6898'IT IS 40 FEET WEST OF THE CENTER OF THE ROAD, 19.2 FEET SOUTH OF
 AW6898'THE METAL WITNESS POST AND 0.5 FOOT WEST OF THE FENCE.
 AW6898'
 AW6898'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAIRY 1968, SET IN THE
 AW6898'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 AW6898'INCHES.  IT IS 40 FEET EAST OF THE CENTER OF THE ROAD, 9 FEET
 AW6898'NORTH OF THE CENTER OF A DRIVEWAY TO A FIELD, 2.3 FEET SOUTH
 AW6898'OF A METAL WITNESS POST AND 1.6 FEET WEST OF A NORTH GATE
 AW6898'POST.
 AW6898'
 AW6898'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AW6898
 AW6898                          STATION RECOVERY (1994)
 AW6898
 AW6898'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2821 ***********************************************************************
 AB2821  PACS        -  This is a Primary Airport Control Station.
 AB2821  DESIGNATION -  DAL A
 AB2821  PID         -  AB2821
 AB2821  STATE/COUNTY-  TX/DALLAS
 AB2821  USGS QUAD   -  DALLAS (1981)
 AB2821
 AB2821                         *CURRENT SURVEY CONTROL
 AB2821  ___________________________________________________________________
 AB2821* NAD 83(1993)-  32 50 34.54394(N)    096 50 34.37895(W)     ADJUSTED  
 AB2821* NAVD 88     -       145.87   (meters)     478.6    (feet)  GPS OBS   
 AB2821  ___________________________________________________________________
 AB2821  X           -    -639,110.208 (meters)                     COMP
 AB2821  Y           -  -5,325,832.258 (meters)                     COMP
 AB2821  Z           -   3,439,400.998 (meters)                     COMP
 AB2821  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 AB2821  ELLIP HEIGHT-         119.31  (meters)          (10/24/00) GPS OBS
 AB2821  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AB2821
 AB2821  HORZ ORDER  -  B
 AB2821  ELLP ORDER  -  FOURTH    CLASS II
 AB2821
 AB2821.This mark is at Dallas-Love Fld (DAL) Airport (DAL)
 AB2821
 AB2821.The horizontal coordinates were established by GPS observations
 AB2821.and adjusted by the National Geodetic Survey in February 1996..
 AB2821
 AB2821.The orthometric height was determined by GPS observations and a
 AB2821.high-resolution geoid model.
 AB2821
 AB2821.GPS derived orthometric heights for airport stations designated as
 AB2821.PACS or SACS are published to 2 decimal places.  This maintains
 AB2821.centimeter relative accuracy between the PACS and SACS.  It does
 AB2821.not indicate centimeter accuracy relative to other marks which are
 AB2821.part of the NAVD 88 network.
 AB2821
 AB2821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2821
 AB2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2821
 AB2821.The ellipsoidal height was determined by GPS observations
 AB2821.and is referenced to NAD 83.
 AB2821
 AB2821.The geoid height was determined by GEOID03.
 AB2821
 AB2821;                    North         East     Units Scale Factor Converg.
 AB2821;SPC TXNC     - 2,131,658.788   755,111.554   MT  0.99987922   +0 54 13.6
 AB2821;SPC TXNC     - 6,993,617.21  2,477,395.16   sFT  0.99987922   +0 54 13.6
 AB2821;UTM  14      - 3,635,935.916   701,884.963   MT  1.00010258   +1 10 13.0
 AB2821
 AB2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2821!SPC TXNC     -   0.99998127  x   0.99987922  =   0.99986049
 AB2821!UTM  14      -   0.99998127  x   1.00010258  =   1.00008385
 AB2821
 AB2821                          SUPERSEDED SURVEY CONTROL
 AB2821
 AB2821  ELLIP H (02/20/96)  119.39   (m)                       GP(       ) 1 1
 AB2821
 AB2821.Superseded values are not recommended for survey control.
 AB2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2821.See file dsdata.txt to determine how the superseded data were derived.
 AB2821
 AB2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0188535936(NAD 83)
 AB2821_MARKER: I = METAL ROD
 AB2821_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2821_STAMPING: DAL A 1995
 AB2821_MARK LOGO: NGS   
 AB2821_PROJECTION: FLUSH
 AB2821_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2821+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2821_ROD/PIPE-DEPTH: 2.74 meters
 AB2821_SLEEVE-DEPTH  : 0.90 meters
 AB2821
 AB2821  HISTORY     - Date     Condition        Report By
 AB2821  HISTORY     - 1995     MONUMENTED       NGS
 AB2821
 AB2821                          STATION DESCRIPTION
 AB2821
 AB2821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2821'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTHEAST OF INTERSTATE
 AB2821'HIGHWAY 35E, 1 KM (0.60 MI) SOUTH OF STATE LOOP HIGHWAY 12, IN
 AB2821'NORTHWEST DALLAS, AT DALLAS -LOVE FIELD, IN GRASS ADJACENT TO THE ILS
 AB2821'TOWER, BETWEEN THE APRON AND CLOSED TAXI NEAR RUNWAY END 31R.
 AB2821'OWNERSHIP--CITY OF DALLAS, AVIATION DEPARTMENT, OPERATIONS DIVISION,
 AB2821'LB 16 LOVE FIELD TERMINAL BUILDING, DALLAS, TX 75235.  CONTACT TERRY
 AB2821'L.  MITCHELL, AIRPORT OPERATIONS MANAGER AT LEAST ONE DAY IN ADVANCE
 AB2821'TO ARRANGE FOR AN ESCORT TO THIS STATION.  PHONE 214-670-6157.  TO
 AB2821'REACH FROM THE UNDERPASS AT THE JUNTION OF INTERSTATE HIGHWAY 35E AND
 AB2821'MOCKINGBIRD LANE (EXIT 433) IN WEST DALLAS, GO NORTHEAST ON
 AB2821'MOCKINGBIRD LANE FOR 3.39 KM (2.10 MI) TO THE AIRPORT ENTRANCE ON THE
 AB2821'LEFT (CEDAR SPRINGS ROAD) .  TURN LEFT, NORTHWEST, ON CEDAR SPRINGS
 AB2821'ROAD FOR 1.62 KM (1.00 MI) TO THE TERMINAL.  SECURITY WILL ESCORT YOU
 AB2821'FROM HERE.  STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS ROD IN A
 AB2821'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AB2821'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AB2821'IS 63.8 M (209.3 FT) WEST-SOUTHWEST OF THE CENTER OF THE ILS TOWER,
 AB2821'59.2 M (194.2 FT) SOUTHWEST OF THE CENTER OF THE CLOSED TAXI, 20.3 M
 AB2821'(66.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE PAD FOR A
 AB2821'SIGN B TAXI, 9.8 M (32.2 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE
 AB2821'PAVEMENT OF THE APRON AND TAXI B, AND 0.25 M (0.82 FT) SOUTHWEST OF A
 AB2821'PLASTIC WITNESS POST.  DESCRIBED BY D.G. AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7860 ***********************************************************************
 AB7860  SACS        -  This is a Secondary Airport Control Station.
 AB7860  DESIGNATION -  DAL B
 AB7860  PID         -  AB7860
 AB7860  STATE/COUNTY-  TX/DALLAS
 AB7860  USGS QUAD   -  DALLAS (1981)
 AB7860
 AB7860                         *CURRENT SURVEY CONTROL
 AB7860  ___________________________________________________________________
 AB7860* NAD 83(1993)-  32 51 07.61366(N)    096 50 54.67035(W)     ADJUSTED  
 AB7860* NAVD 88     -       148.45   (meters)     487.0    (feet)  GPS OBS   
 AB7860  ___________________________________________________________________
 AB7860  X           -    -639,568.500 (meters)                     COMP
 AB7860  Y           -  -5,325,222.853 (meters)                     COMP
 AB7860  Z           -   3,440,258.269 (meters)                     COMP
 AB7860  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 AB7860  ELLIP HEIGHT-         121.87  (meters)          (06/21/01) GPS OBS
 AB7860  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AB7860
 AB7860  HORZ ORDER  -  FIRST
 AB7860  ELLP ORDER  -  FOURTH    CLASS I
 AB7860
 AB7860.This mark is at Dallas-Love Fld (DAL) Airport (DAL)
 AB7860
 AB7860.The horizontal coordinates were established by GPS observations
 AB7860.and adjusted by the National Geodetic Survey in November 1996..
 AB7860
 AB7860.The orthometric height was determined by GPS observations and a
 AB7860.high-resolution geoid model.
 AB7860
 AB7860.GPS derived orthometric heights for airport stations designated as
 AB7860.PACS or SACS are published to 2 decimal places.  This maintains
 AB7860.centimeter relative accuracy between the PACS and SACS.  It does
 AB7860.not indicate centimeter accuracy relative to other marks which are
 AB7860.part of the NAVD 88 network.
 AB7860
 AB7860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7860
 AB7860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7860
 AB7860.The ellipsoidal height was determined by GPS observations
 AB7860.and is referenced to NAD 83.
 AB7860
 AB7860.The geoid height was determined by GEOID03.
 AB7860
 AB7860;                    North         East     Units Scale Factor Converg.
 AB7860;SPC TXNC     - 2,132,668.978   754,567.990   MT  0.99987865   +0 54 02.5
 AB7860;SPC TXNC     - 6,996,931.47  2,475,611.81   sFT  0.99987865   +0 54 02.5
 AB7860;UTM  14      - 3,636,943.790   701,336.582   MT  1.00009985   +1 10 03.0
 AB7860
 AB7860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7860!SPC TXNC     -   0.99998087  x   0.99987865  =   0.99985952
 AB7860!UTM  14      -   0.99998087  x   1.00009985  =   1.00008071
 AB7860
 AB7860                          SUPERSEDED SURVEY CONTROL
 AB7860
 AB7860  ELLIP H (11/04/96)  121.95   (m)                       GP(       ) 4 1
 AB7860
 AB7860.Superseded values are not recommended for survey control.
 AB7860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7860.See file dsdata.txt to determine how the superseded data were derived.
 AB7860
 AB7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0133736944(NAD 83)
 AB7860_MARKER: DH = HORIZONTAL CONTROL DISK
 AB7860_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB7860_SP_SET: MANHOLE FOUNDATION
 AB7860_STAMPING: DAL B 1995
 AB7860_MARK LOGO: NGS   
 AB7860_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7860+STABILITY: SURFACE MOTION
 AB7860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7860+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7860
 AB7860  HISTORY     - Date     Condition        Report By
 AB7860  HISTORY     - 1995     MONUMENTED       NGS
 AB7860
 AB7860                          STATION DESCRIPTION
 AB7860
 AB7860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7860'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTHEAST OF INTERSTATE
 AB7860'HIGHWAY 35E, 1 KM (0.60 MI) SOUTH OF STATE LOOP HIGHWAY 12, IN
 AB7860'NORTHWEST DALLAS, AT DALLAS-LOVE FIELD, IN THE GRASS MEDIAN OF A
 AB7860'SERVICE ROAD AND TAXI A, AND ADJACENT TO THE ASSOCIATED TERMINAL.
 AB7860'OWNERSHIP--CITY OF DALLAS, AVIATION DEPARTMENT, OPERATIONS DIVISION,
 AB7860'LB 16 LOVE FIELD TERMINAL BUILDING, DALLAS, TX 75235.  CONTACT TERRY
 AB7860'L.  MITCHELL, AIRPORT OPERATIONS MANAGER AT LEAST ONE DAY IN ADVANCE
 AB7860'TO ARRANGE FOR AN ESCORT TO THIS STATION.  PHONE 214-670-6157.  TO
 AB7860'REACH FROM THE UNDERPASS AT THE JUNTION OF INTERSTATE HIGHWAY 35E AND
 AB7860'MOCKINGBIRD LANE (EXIT 433) IN WEST DALLAS, GO NORTHEAST ON
 AB7860'MOCKINGBIRD LANE FOR 3.39 KM (2.10 MI) TO THE AIRPORT ENTRANCE ON THE
 AB7860'LEFT (CEDAR SPRINGS ROAD) .  TURN LEFT, NORTHWEST, ON CEDAR SPRINGS
 AB7860'ROAD FOR 1.62 KM (1.00 MI) TO THE TERMINAL.  SECURITY WILL ESCORT YOU
 AB7860'FROM HERE.  STATION IS SET FLUSH IN THE NORTHWEST CORNER OF A 3 M (9.8
 AB7860'FT) X 3 M (9.8 FT) FOUNDATION OF A MANHOLE COVER FLUSH WITH THE
 AB7860'GROUND.  IT IS 57.1 M (187.3 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 AB7860'A SIGN AA3 TAXI, 32.2 M (105.6 FT) NORTHEAST OF THE CENTER OF TAXIWAY
 AB7860'A, 13.7 M (44.9 FT) SOUTHWEST OF THE CENTER OF THE SERVICE ROAD, 0.7 M
 AB7860'(2.3 FT) NORTHWEST OF THE CENTER OF THE MANHOLE COVER, AND 0.75 M
 AB7860'(2.46 FT) SOUTHEAST OF A PLASTIC WITNESS POST.  DESCRIBED BY D.G. AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2928 ***********************************************************************
 CS2928  DESIGNATION -  DAL WORTHINGTON GARDENS TANK
 CS2928  PID         -  CS2928
 CS2928  STATE/COUNTY-  TX/TARRANT
 CS2928  USGS QUAD   -  KENNEDALE (1981)
 CS2928
 CS2928                         *CURRENT SURVEY CONTROL
 CS2928  ___________________________________________________________________
 CS2928* NAD 83(1993)-  32 41 33.22454(N)    097 09 11.54004(W)     ADJUSTED  
 CS2928* NAVD 88     -                                                        
 CS2928  ___________________________________________________________________
 CS2928  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 CS2928  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CS2928
 CS2928  HORZ ORDER  -  THIRD
 CS2928
 CS2928.The horizontal coordinates were established by classical geodetic methods
 CS2928.and adjusted by the National Geodetic Survey in February 1996..
 CS2928
 CS2928
 CS2928.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2928
 CS2928.The geoid height was determined by GEOID03.
 CS2928
 CS2928;                    North         East     Units Scale Factor Converg.
 CS2928;SPC TXNC     - 2,114,571.088   726,279.881   MT  0.99989214   +0 44 04.3
 CS2928;SPC TXNC     - 6,937,555.31  2,382,803.24   sFT  0.99989214   +0 44 04.3
 CS2928;UTM  14      - 3,618,712.606   673,128.262   MT  0.99996960   +0 59 51.9
 CS2928
 CS2928                          SUPERSEDED SURVEY CONTROL
 CS2928
 CS2928  NAD 83(1986)-  32 41 33.22933(N)    097 09 11.52252(W) AD(       ) 4
 CS2928  NAD 27      -  32 41 32.75000(N)    097 09 10.48000(W) AD(       ) 3
 CS2928
 CS2928.Superseded values are not recommended for survey control.
 CS2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2928.See file dsdata.txt to determine how the superseded data were derived.
 CS2928
 CS2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7312818713(NAD 83)
 CS2928_MARKER: 53 = ELEVATED TANK
 CS2928
 CS2928  HISTORY     - Date     Condition        Report By
 CS2928  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2928  HISTORY     - 1960     GOOD             CGS
 CS2928
 CS2928                          STATION DESCRIPTION
 CS2928
 CS2928'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2928'THE STATION IS LOCATED IN THE COMMUNITY OF DAL-WORTHINGTON
 CS2928'GARDENS ABOUT 5-1/2 MILES SOUTHWEST OF THE POST OFFICE IN
 CS2928'ARLINGTON, ABOUT 175 FEET WEST OF A BLACKTOP ROAD.  IT IS A
 CS2928'SILVER PAINTED, 4 LEGGED, STEEL WATER TANK ABOUT 100 FEET HIGH.
 CS2928'
 CS2928'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2928'
 CS2928'TO REACH FROM THE POST OFFICE IN ARLINGTON GO 1 BLOCK EAST
 CS2928'ON MAIN STREET TO CENTER STREET, HERE TURN LEFT AND GO 2 BLOCKS
 CS2928'TO U.S. HIGHWAY 80.  TURN LEFT ON HIGHWAY AND GO 2.3 MILES TO
 CS2928'BLACKTOP ROAD JUST PAST THE BONNY COURTS AND TRAILER PARK.
 CS2928'TURN LEFT HERE AND GO 2.0 MILES SOUTH TO CROSSROAD AND RIGHT
 CS2928'TURN IN BLACKTOP AT FILLING STATION.  TAKE RIGHT TURN AND GO
 CS2928'0.4 MILE TO A LEFT TURN IN BLACKTOP.  TAKE LEFT TURN AND GO
 CS2928'1.0 MILE TO STATION ON RIGHT.
 CS2928
 CS2928                          STATION RECOVERY (1960)
 CS2928
 CS2928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2928'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2928'
 CS2928'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1253 ***********************************************************************
 DM1253  DESIGNATION -  DALBY RESET
 DM1253  PID         -  DM1253
 DM1253  STATE/COUNTY-  TX/BOWIE
 DM1253  USGS QUAD   -  DALBY SPRINGS (1975)
 DM1253
 DM1253                         *CURRENT SURVEY CONTROL
 DM1253  ___________________________________________________________________
 DM1253* NAD 83(1993)-  33 22 06.03195(N)    094 43 17.03787(W)     ADJUSTED  
 DM1253* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 DM1253  ___________________________________________________________________
 DM1253  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DM1253  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DM1253
 DM1253  HORZ ORDER  -  FIRST
 DM1253
 DM1253.The horizontal coordinates were established by classical geodetic methods
 DM1253.and adjusted by the National Geodetic Survey in February 1996..
 DM1253
 DM1253.The orthometric height was scaled from a topographic map.
 DM1253
 DM1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1253
 DM1253.The geoid height was determined by GEOID03.
 DM1253
 DM1253;                    North         East     Units Scale Factor Converg.
 DM1253;SPC TXNC     - 2,195,022.560   951,532.533   MT  0.99988785   +2 03 39.0
 DM1253;SPC TXNC     - 7,201,503.18  3,121,819.65   sFT  0.99988785   +2 03 39.0
 DM1253;UTM  15      - 3,693,446.022   339,855.951   MT  0.99991620   -0 56 49.2
 DM1253
 DM1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1253!SPC TXNC     -   0.99998695  x   0.99988785  =   0.99987480
 DM1253!UTM  15      -   0.99998695  x   0.99991620  =   0.99990315
 DM1253
 DM1253|---------------------------------------------------------------------|
 DM1253| PID    Reference Object                     Distance      Geod. Az  |
 DM1253|                                                           dddmmss.s |
 DM1253| CX5686 DALBY RM 1                           35.320 METERS 09055     |
 DM1253| CX5684 DALBY AZ MK                                        0962149.7 |
 DM1253| CX5685 DALBY AZ MK 2                                      0962859.4 |
 DM1253| CX5687 DALBY RM 2                           47.022 METERS 17721     |
 DM1253|---------------------------------------------------------------------|
 DM1253
 DM1253                          SUPERSEDED SURVEY CONTROL
 DM1253
 DM1253  NAD 83(1993)-  33 22 06.03416(N)    094 43 17.03532(W) AD(       ) 1
 DM1253  NAD 83(1986)-  33 22 06.03656(N)    094 43 17.02557(W) AD(       ) 1
 DM1253  NAD 27      -  33 22 05.61500(N)    094 43 16.27200(W) AD(       ) 1
 DM1253
 DM1253.Superseded values are not recommended for survey control.
 DM1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1253.See file dsdata.txt to determine how the superseded data were derived.
 DM1253
 DM1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS3985693446(NAD 83)
 DM1253_MARKER: DS = TRIANGULATION STATION DISK
 DM1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1253_STAMPING: DALBY 1952
 DM1253_MARK LOGO: CGS   
 DM1253_PROJECTION: FLUSH
 DM1253
 DM1253  HISTORY     - Date     Condition        Report By
 DM1253  HISTORY     - 1935     MONUMENTED       CGS
 DM1253  HISTORY     - 1937     GOOD             TXHD
 DM1253  HISTORY     - 1952     SEE DESCRIPTION  CGS
 DM1253  HISTORY     - 1956     GOOD             CGS
 DM1253  HISTORY     - 1961     GOOD             TXHD
 DM1253
 DM1253                          STATION DESCRIPTION
 DM1253
 DM1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1253'STATION IS ABOUT 2-1/2 MILES W OF THE VILLAGE OF DALBY SPRINGS,
 DM1253'ABOUT 3 MILES N OF SULPHUR RIVER ON LAND TENANTED BY MR.
 DM1253'MOLES.  IT IS ON A SMALL RISE OF GROUND AT A CROSSROADS, ABOUT
 DM1253'0.7 MILE N OF COUNTY LINE SCHOOLHOUSE, THIS RISE IS BARE
 DM1253'AND IS AT THE SW CORNER OF ROAD INTERSECTION, 41 FEET W
 DM1253'OF THE CENTER LINE OF N-S ROAD, 50 FEET S OF THE CENTER
 DM1253'LINE OF E-W ROAD, 54 FEET SE OF A 16-INCH TREE WHICH IS THE
 DM1253'NORTHERNMOST OF A ROW OF FOUR TREES, 44 FEET E OF PICKET
 DM1253'FENCE WHICH ENCLOSES YARD, 50 FEET NNE OF A 14-INCH TREE
 DM1253'WHICH IS THE SOUTHERNMOST OF A ROW OF FOUR, 152 FEET N OF
 DM1253'E-W FENCE LINE WHICH IS ON THE N SIDE OF FIELD AND PROJECTS 4
 DM1253'INCHES.
 DM1253'
 DM1253'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 1 ARE STANDARD
 DM1253'BRONZE DISKS SET IN CONCRETE.
 DM1253'
 DM1253'REFERENCE MARK NO. 2 AND AZIMUTH MARKS ARE MARKED BY 8-INCH
 DM1253'BOLTS WHICH HAVE A 1-INCH ROUND HEAD WITH ARROW FILED ACROSS
 DM1253'TOP AND POINTED TOWARD THE STATION.  THEY ARE CEMENTED IN
 DM1253'CONCRETE POSTS.
 DM1253'
 DM1253'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 78 FEET ESE OF
 DM1253'FENCE CORNER, 14 FEET NNE OF THE CENTER LINE OF ROAD, IN
 DM1253'FENCE LINE.  MARK PROJECTS 4 INCHES.
 DM1253'
 DM1253'REFERENCE MARK NO. 2 IS SSE OF THE STATION IN FENCE LINE,
 DM1253'6 FEET W OF FENCE CORNER, 22 FEET W OF THE CENTER LINE OF
 DM1253'ROAD.  MARK PROJECTS 4 INCHES.
 DM1253'
 DM1253'AZIMUTH MARK IS E OF THE STATION ON THE SE SIDE OF A FIELD,
 DM1253'9 FEET SW OF FENCE CORNER, 15 FEET NW OF THE CENTER LINE OF
 DM1253'ROAD, ABOUT 25 YARDS SSW OF HOUSE.  MARK PROJECTS 4 INCHES.
 DM1253'
 DM1253'TO REACH FROM DALBY SPRINGS POST OFFICE, GO S ON DIRT ROAD
 DM1253'0.15 MILE, THENCE W 0.6 MILE, CROSS STATE HIGHWAY 11 AT SIGN
 DM1253'DALBY SPRINGS 1 MILE AND CONTINUE SW AND W 1.8 MILES TO COUNTY
 DM1253'LINE SCHOOLHOUSE, THENCE N 0.7 MILE TO CROSS ROAD AND STATION.
 DM1253'
 DM1253'ALL LIGHTS CAME INTO VIEW AT 45 FEET.
 DM1253
 DM1253                          STATION RECOVERY (1937)
 DM1253
 DM1253'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1253'DESCRIPTION SATISFACTORY.  STATION AND REFERENCE MARK NO. 1
 DM1253'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DID NOT TRY
 DM1253'TO RECOVER OTHER MARKS.
 DM1253
 DM1253                          STATION RECOVERY (1952)
 DM1253
 DM1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1253'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE
 DM1253'AZIMUTH WERE FOUND TO BE IN GOOD CONDITION.  DUE TO GRADING
 DM1253'THE STATION MARK WAS ALMOST ENTIRELY EXPOSED SO A NEW SURFACE
 DM1253'MARK WAS SET FLUSH WITH THE GROUND AND STAMPED DALBY 1952.
 DM1253'A NEW AZIMUTH WAS ESTABLISHED.  THE MARK IS 12 FEET SOUTH OF THE
 DM1253'APPROXIMATE CENTERLINE OF DIRT ROAD, 2 FEET NORTH OF FENCE AND 1
 DM1253'FOOT WEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES
 DM1253'AND THE DISK IS STAMPED DALBY 1952.  ORGINAL
 DM1253'DESCRIPTION IS ADEQUATE EXCEPT THAT THE STATE HIGHWAY
 DM1253'11 HAS BEEN CHANGED TO STATE HIGHWAY 26.  ALL MEASUREMENTS
 DM1253'AND DIRECTIONS CHECKED EXCEPT A DIFFERENCE WAS FOUND
 DM1253'IN THE DIRECTION TO R.M. NO. 2.
 DM1253'
 DM1253'1952 OBSERVATIONS TAKEN FROM A 90 FOOT TOWER.
 DM1253
 DM1253                          STATION RECOVERY (1956)
 DM1253
 DM1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1253'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND AZIMUTH MARK
 DM1253'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1253'FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1253
 DM1253                          STATION RECOVERY (1961)
 DM1253
 DM1253'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1961 (JRN)
 DM1253'STATION MARK WAS RECOVERED IN GOOD CONDITION.  NO ATTEMPT
 DM1253'MADE TO RECOVER R.M. MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1666 ***********************************************************************
 BY1666  DESIGNATION -  DALE
 BY1666  PID         -  BY1666
 BY1666  STATE/COUNTY-  TX/TRINITY
 BY1666  USGS QUAD   -  GLENDALE (1972)
 BY1666
 BY1666                         *CURRENT SURVEY CONTROL
 BY1666  ___________________________________________________________________
 BY1666* NAD 83(1993)-  31 01 29.67624(N)    095 17 08.50098(W)     ADJUSTED  
 BY1666* NAVD 88     -        97.82   (+/-2cm)     320.9    (feet)  VERTCON   
 BY1666  ___________________________________________________________________
 BY1666  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BY1666  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY1666
 BY1666  HORZ ORDER  -  FIRST
 BY1666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1666
 BY1666.The horizontal coordinates were established by classical geodetic methods
 BY1666.and adjusted by the National Geodetic Survey in February 1996..
 BY1666
 BY1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1666.The vertical order pertains to the NGVD 29 superseded value.
 BY1666
 BY1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1666
 BY1666.The geoid height was determined by GEOID03.
 BY1666
 BY1666;                    North         East     Units Scale Factor Converg.
 BY1666;SPC TX C     - 3,161,499.161 1,181,723.346   MT  0.99988183   +2 35 59.4
 BY1666;SPC TX C     -10,372,351.83  3,877,037.34   sFT  0.99988183   +2 35 59.4
 BY1666;UTM  15      - 3,434,606.334   281,823.145   MT  1.00018720   -1 10 42.7
 BY1666
 BY1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1666!SPC TX C     -   0.99998892  x   0.99988183  =   0.99987075
 BY1666!UTM  15      -   0.99998892  x   1.00018720  =   1.00017611
 BY1666
 BY1666:                Primary Azimuth Mark                     Grid Az
 BY1666:SPC TX C     -  GROVETON MUNICIPAL TANK                  074 25 08.0
 BY1666:UTM  15      -  GROVETON MUNICIPAL TANK                  078 11 50.1
 BY1666
 BY1666|---------------------------------------------------------------------|
 BY1666| PID    Reference Object                     Distance      Geod. Az  |
 BY1666|                                                           dddmmss.s |
 BY1666| BY2752 GROVETON MUNICIPAL TANK             APPROX.15.3 KM 0770107.4 |
 BY1666| BY1664 DALE AZ MK                                         0820216.8 |
 BY1666| BY1667 DALE RM 1                            22.801 METERS 21824     |
 BY1666| BL2181 TRINITY MUN TANK E OF TWO           APPROX.12.3 KM 2231937.3 |
 BY1666| BL2180 TRINITY MUN TANK W OF TWO           APPROX.12.3 KM 2232214.4 |
 BY1666| BY2754 PINEY WOODS TEX FOREST S LOT        APPROX.17.3 KM 2721243.8 |
 BY1666| BY2755 LOVELADY MUNICIPAL TANK             APPROX.18.9 KM 3063419.9 |
 BY1666| BY1665 DALE RM 2                            24.868 METERS 32615     |
 BY1666|---------------------------------------------------------------------|
 BY1666
 BY1666                          SUPERSEDED SURVEY CONTROL
 BY1666
 BY1666  NAD 83(1986)-  31 01 29.68683(N)    095 17 08.48667(W) AD(       ) 1
 BY1666  NAD 27      -  31 01 29.02400(N)    095 17 07.70700(W) AD(       ) 1
 BY1666  NGVD 29 (??/??/92)   97.829  (m)          320.96   (f) ADJ UNCH    2 0
 BY1666
 BY1666.Superseded values are not recommended for survey control.
 BY1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1666.See file dsdata.txt to determine how the superseded data were derived.
 BY1666
 BY1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ8182334606(NAD 83)
 BY1666_MARKER: DS = TRIANGULATION STATION DISK
 BY1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1666_STAMPING: DALE 1942
 BY1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1666+STABILITY: SURFACE MOTION
 BY1666
 BY1666  HISTORY     - Date     Condition        Report By
 BY1666  HISTORY     - 1942     MONUMENTED       CGS
 BY1666  HISTORY     - 1944     GOOD             TX-049
 BY1666  HISTORY     - 1948     GOOD             NGS
 BY1666
 BY1666                          STATION DESCRIPTION
 BY1666
 BY1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY1666'STATION IS ABOUT 8.5 MILES NORTHEAST OF TRINITY, 0.2 MILE
 BY1666'NORTH OF TEXAS HIGHWAY 94 AND ABOUT 0.2 MILE WEST-NORTHWEST
 BY1666'OF THE E.E. JOHNSON FARMHOUSE, ON HIS PROPER TY.  IT IS ON
 BY1666'THE WEST EDGE OF A CULTIVATED FIELD, 47 FEET EAST OF A NORTH-SOUTH
 BY1666'FENCE AND 57 FEET EAST OF THE CENTER LINE OF A NARROW NORTH-SOUTH
 BY1666'LANE.  IT IS STAMPED DALE 1942 AND IS ABOUT 8 INCHES BENEATH
 BY1666'THE SURFACE OF THE GROUND.
 BY1666'
 BY1666'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 10 FEET
 BY1666'EAST OF THE CENTER LINE OF THE NORTH-SOUTH LANE, 2 FEET
 BY1666'SOUTH-SOUTHEAST OF A WHITE REFERENCE POST AND 2 FEET EAST
 BY1666'OF THE NORTH-SOUTH FENCE.  IT IS STAMPED DALE NO 1 1942
 BY1666'AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS NORTH-NORTHWEST
 BY1666'OF THE STATION, 10 FEET EAST OF THE CENTER LINE OF THE
 BY1666'LANE AND 1 FOOT EAST OF THE FENCE.  IT IS STAMPED DALE NO
 BY1666'2 1942 AND PROJECTS 6 INCHES.
 BY1666'
 BY1666'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 42
 BY1666'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 94, 5 FEET
 BY1666'WEST OF A WHITE REFERENCE POST AND 1 FOOT NORTH OF A FENCE.
 BY1666'IT IS STAMPED DALE 1942 AND PROJECT S 5 INCHES.
 BY1666'
 BY1666'TO REACH FROM THE JUNCTION OF TEXAS HIGHWAYS 45 AND 94 IN
 BY1666'TRINITY, GO EAST ON TEXAS HIGHWAY 94 FOR 8.5 MILES TO THE
 BY1666'E.E. JOHNSON FARM AND THE STATION 0.2 MILE WEST-NORTHWEST
 BY1666'OF THE FARMHOUSE.  TO REACH THE AZIMUTH MARK CONTINUE EASTERLY
 BY1666'ON THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE SOUTH SIDE OF
 BY1666'THE HIGHWAY.
 BY1666'
 BY1666'A 77-FOOT SIGNAL AT CHITA, A 100-FOOT SIGNAL AT ROBB, A
 BY1666'103-FOOT SIGNAL AT ELLIOTT AND 90-FOOT SIGNALS AT ELKINS
 BY1666'AND GROVE ARE VISIBLE AT 64 FEET.  A 90-FOOT SIGNAL AT PENN
 BY1666'IS VISIBLE AT 50 FEET.
 BY1666'
 BY1666'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BY1666
 BY1666                          STATION RECOVERY (1944)
 BY1666
 BY1666'RECOVERY NOTE BY BROWN COUNTY TEXAS 1944 (CSS)
 BY1666'STATION RECOVERED.
 BY1666
 BY1666                          STATION RECOVERY (1948)
 BY1666
 BY1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BY1666'1.25 MI NE FROM GLENDALE.
 BY1666'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 BY1666'GLENDALE, 257 YARDS (PACED) NORTH ALONG A LANE FROM THE HIGHWAY, 81.6
 BY1666'FEET EAST SOUTHEAST OF DALE R.M. 2, 74.9 FEET NORTHEAST OF DALE R.M.
 BY1666'1, 57.0 FEET EAST OF THE CENTER LINE OF THE LANE, 51.9 FEET EAST OF A
 BY1666'12-INCH OAK TREE, AT THE WEST EDGE OF A FIELD, SET IN THE TOP OF A
 BY1666'CONCRETE POST WHICH IS 0.8 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2076 ***********************************************************************
 AN2076  DESIGNATION -  DALE
 AN2076  PID         -  AN2076
 AN2076  STATE/COUNTY-  TX/GOLIAD
 AN2076  USGS QUAD   -  MELO (1987)
 AN2076
 AN2076                         *CURRENT SURVEY CONTROL
 AN2076  ___________________________________________________________________
 AN2076* NAD 83(1993)-  28 36 12.71095(N)    097 29 34.51599(W)     ADJUSTED  
 AN2076* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 AN2076  ___________________________________________________________________
 AN2076  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AN2076  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN2076
 AN2076  HORZ ORDER  -  THIRD
 AN2076
 AN2076.The horizontal coordinates were established by classical geodetic methods
 AN2076.and adjusted by the National Geodetic Survey in February 1996..
 AN2076
 AN2076.The orthometric height was scaled from a topographic map.
 AN2076
 AN2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2076
 AN2076.The geoid height was determined by GEOID03.
 AN2076
 AN2076;                    North         East     Units Scale Factor Converg.
 AN2076;SPC TXSC     - 4,086,310.305   747,392.650   MT  0.99994408   +0 44 18.0
 AN2076;SPC TXSC     -13,406,503.06  2,452,070.72   sFT  0.99994408   +0 44 18.0
 AN2076;UTM  14      - 3,164,989.458   647,355.280   MT  0.99986797   +0 43 17.9
 AN2076
 AN2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2076!SPC TXSC     -   0.99999265  x   0.99994408  =   0.99993673
 AN2076!UTM  14      -   0.99999265  x   0.99986797  =   0.99986062
 AN2076
 AN2076|---------------------------------------------------------------------|
 AN2076| PID    Reference Object                     Distance      Geod. Az  |
 AN2076|                                                           dddmmss.s |
 AN2076| CV4675 DALE RM 1                            25.704 METERS 05017     |
 AN2076| CV4676 DALE RM 2                            27.429 METERS 22313     |
 AN2076| CV4674 DALE AZ MK                                         2251313.1 |
 AN2076|---------------------------------------------------------------------|
 AN2076
 AN2076                          SUPERSEDED SURVEY CONTROL
 AN2076
 AN2076  NAD 83(1986)-  28 36 12.71758(N)    097 29 34.49950(W) AD(       ) 3
 AN2076  NAD 27      -  28 36 11.74400(N)    097 29 33.52200(W) AD(       ) 3
 AN2076
 AN2076.Superseded values are not recommended for survey control.
 AN2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2076.See file dsdata.txt to determine how the superseded data were derived.
 AN2076
 AN2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS4735564989(NAD 83)
 AN2076_MARKER: DS = TRIANGULATION STATION DISK
 AN2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2076
 AN2076  HISTORY     - Date     Condition        Report By
 AN2076  HISTORY     - 1952     MONUMENTED       CGS
 AN2076  HISTORY     - 1960     GOOD             LOCENG
 AN2076  HISTORY     - 1963     GOOD             CGS
 AN2076
 AN2076                          STATION DESCRIPTION
 AN2076
 AN2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2076'THE STATION IS LOCATED ABOUT 8 MI. NE OF BERCLAIR, 7.5 MI.
 AN2076'SW OF GOLIAD, 2 MI. NW OF THE CLIP RAILROAD STATION, 2 MI.
 AN2076'SW OF THE JUNCTION OF FARM ROUTE 1351 AND U.S. HIGHWAY 59.
 AN2076'
 AN2076'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS 59 AND
 AN2076'183 IN GOLIAD.  GO SW ON U.S. HWY 59 FOR 7.9 MI. TO A SLIGHT
 AN2076'SUMMIT AND THE STATION ON THE NW SIDE OF THE HIGHWAY.  TO REACH
 AN2076'THE AZIMUTH MARK FROM THE STATION.  GO SW ON U.S. HWY 59 FOR
 AN2076'0.4 MI. AND THE MARK ON THE LEFT, SE, SIDE OF THE HIGHWAY
 AN2076'AS DESCRIBED.
 AN2076'
 AN2076'THE STATION MARK, STAMPED DALE 1952, IS A STANDARD DISK
 AN2076'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.
 AN2076'IT IS 51 FEET NW OF THE CENTER LINE OF U.S. HWY 59, 7 FEET
 AN2076'NW OF A FENCE LINE AND 6 FEET NW OF A WITNESS POST.
 AN2076'
 AN2076'R.M. NO. 1, STAMPED DALE NO 1 1952, IS A STANDARD DISK SET
 AN2076'IN THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 AN2076'51 FEET NW OF THE CENTER LINE OF U.S. HWY 59 AND 7 FEET NW
 AN2076'OF A FENCE LINE.
 AN2076'
 AN2076'R.M. NO. 2, STAMPED DALE NO 2 1952, IS A STANDARD DISK SET
 AN2076'IN THE TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS
 AN2076'47 FEET NW OF THE CENTER LINE OF U.S. HWY 59 AND 2 FEET NW
 AN2076'OF A FENCE LINE.
 AN2076'
 AN2076'THE AZIMUTH MARK, STAMPED DALE 1952, IS A STANDARD DISK SET
 AN2076'IN THE TOP OF A CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 AN2076'50 FEET SE OF THE CENTER LINE OF U.S. HWY 59, 2 FEET NW OF
 AN2076'A WITNESS POST AND 1 FOOT N OF A FENCE LINE.
 AN2076
 AN2076                          STATION RECOVERY (1960)
 AN2076
 AN2076'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 AN2076'RECOVERED BY PLYMOUTH OIL CO.
 AN2076'
 AN2076'ALL MARKS IN GOOD SHAPE INCLUDING WHITE WITNESS POST.  DESCRIPTION
 AN2076'GOOD.
 AN2076
 AN2076                          STATION RECOVERY (1963)
 AN2076
 AN2076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AN2076'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AN2076'CONDITION AS DESCRIBED.  AZIMUTH MARK WAS NOT RECOVERED.
 AN2076'
 AN2076'DIRECTION FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0473 ***********************************************************************
 BQ0473  DESIGNATION -  DALE
 BQ0473  PID         -  BQ0473
 BQ0473  STATE/COUNTY-  TX/HUDSPETH
 BQ0473  USGS QUAD   -  EAGLE MOUNTAINS SW (1972)
 BQ0473
 BQ0473                         *CURRENT SURVEY CONTROL
 BQ0473  ___________________________________________________________________
 BQ0473* NAD 83(1993)-  30 51 06.84395(N)    105 12 56.13075(W)     ADJUSTED  
 BQ0473* NAVD 88     -      1071.     (meters)    3514.     (feet)  SCALED    
 BQ0473  ___________________________________________________________________
 BQ0473  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BQ0473  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 BQ0473
 BQ0473  HORZ ORDER  -  FIRST
 BQ0473
 BQ0473.The horizontal coordinates were established by classical geodetic methods
 BQ0473.and adjusted by the National Geodetic Survey in February 1996..
 BQ0473
 BQ0473.The orthometric height was scaled from a topographic map.
 BQ0473
 BQ0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0473
 BQ0473.The geoid height was determined by GEOID03.
 BQ0473
 BQ0473;                    North         East     Units Scale Factor Converg.
 BQ0473;SPC TX C     - 3,141,634.207   233,207.984   MT  0.99988513   -2 30 52.7
 BQ0473;SPC TX C     -10,307,178.23    765,116.53   sFT  0.99988513   -2 30 52.7
 BQ0473;UTM  13      - 3,413,208.932   479,386.530   MT  0.99960524   -0 06 38.0
 BQ0473
 BQ0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0473!SPC TX C     -   0.99983559  x   0.99988513  =   0.99972074
 BQ0473!UTM  13      -   0.99983559  x   0.99960524  =   0.99944089
 BQ0473
 BQ0473:                Primary Azimuth Mark                     Grid Az
 BQ0473:SPC TX C     -  JUDGE                                    022 05 22.2
 BQ0473:UTM  13      -  JUDGE                                    019 41 07.5
 BQ0473
 BQ0473|---------------------------------------------------------------------|
 BQ0473| PID    Reference Object                     Distance      Geod. Az  |
 BQ0473|                                                           dddmmss.s |
 BQ0473| BQ0474 JUDGE                               APPROX.12.3 KM 0193429.5 |
 BQ0473| CH8736 DALE RM 1                            11.800 METERS 22328     |
 BQ0473| CH8737 DALE RM 2                             7.950 METERS 30924     |
 BQ0473|---------------------------------------------------------------------|
 BQ0473
 BQ0473                          SUPERSEDED SURVEY CONTROL
 BQ0473
 BQ0473  NAD 83(1986)-  30 51 06.84977(N)    105 12 56.12945(W) AD(       ) 1
 BQ0473  NAD 27      -  30 51 06.35900(N)    105 12 54.31400(W) AD(       ) 1
 BQ0473
 BQ0473.Superseded values are not recommended for survey control.
 BQ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0473.See file dsdata.txt to determine how the superseded data were derived.
 BQ0473
 BQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ7938713209(NAD 83)
 BQ0473_MARKER: DS = TRIANGULATION STATION DISK
 BQ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0473
 BQ0473  HISTORY     - Date     Condition        Report By
 BQ0473  HISTORY     - 1934     MONUMENTED       CGS
 BQ0473  HISTORY     - 1958     GOOD             AMS
 BQ0473  HISTORY     - 1980     GOOD             LOCENG
 BQ0473
 BQ0473                          STATION DESCRIPTION
 BQ0473
 BQ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0473'TWENTY-FIVE MILES, AIRLINE, SOUTH-SOUTHEAST OF SIERRA BLANCA,
 BQ0473'AND ABOUT 64.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BQ0473'DICK LOVE RANCH HOUSE.  THE CONCRETE POST PROJECTS ABOUT 4
 BQ0473'INCHES ABOVE GROUND.
 BQ0473'
 BQ0473'TO REACH FROM SIERRA BLANCA DRIVE 27.4 MILES BY THE QUITMAN
 BQ0473'CANYON AND QUITMAN ARROYO GRADED ROADS TO THE DICK LOVE RANCH
 BQ0473'HOUSE.  GOOD WATER MAY BE OBTAINED AT THE RANCH HOUSE.
 BQ0473'
 BQ0473'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 BQ0473'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 BQ0473'
 BQ0473'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION, 27.9
 BQ0473'FEET FROM THE NORTHEAST CORNER OF THE HOUSE AND PROJECTS 4
 BQ0473'INCHES ABOVE THE GROUND.
 BQ0473'
 BQ0473'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 62.9 FEET
 BQ0473'FROM THE NORTHEAST CORNER OF THE HOUSE AND PROJECTS 4 INCHES
 BQ0473'ABOVE THE GROUND.
 BQ0473'
 BQ0473'AZIMUTH MARK IS TRIANGULATION STATION LOVE.
 BQ0473'
 BQ0473'THE POINTED PEAK IS THE HIGHEST VISIBLE PEAK IN THE EAGLE
 BQ0473'MOUNTAINS TO THE NORTHEAST.
 BQ0473'
 BQ0473'THE CONE-SHAPED PEAK IS A SMALL PEAK JUST TO THE RIGHT OF
 BQ0473'THE HIGHEST VISIBLE PEAK IN THE QUITMAN RANGE OF MOUNTAINS
 BQ0473'TO THE NORTHWEST.
 BQ0473'
 BQ0473'A 4-FOOT STAND WILL CLEAR ALL LINES.
 BQ0473
 BQ0473                          STATION RECOVERY (1958)
 BQ0473
 BQ0473'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0473'STATION, REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED.
 BQ0473'
 BQ0473'THE STATION IS 64 FEET NE OF THE NE CORNER OF HOUSE.  8 FEET
 BQ0473'SW OF SMALL OUT HOUSE.  126 FEET SE OF SE CORNER OF BUILDING.
 BQ0473
 BQ0473                          STATION RECOVERY (1980)
 BQ0473
 BQ0473'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0473'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1664 ***********************************************************************
 BY1664  DESIGNATION -  DALE AZ MK
 BY1664  PID         -  BY1664
 BY1664  STATE/COUNTY-  TX/TRINITY
 BY1664  USGS QUAD   -  GLENDALE (1972)
 BY1664
 BY1664                         *CURRENT SURVEY CONTROL
 BY1664  ___________________________________________________________________
 BY1664* NAD 83(1986)-  31 01 32.     (N)    095 16 44.     (W)     SCALED    
 BY1664* NAVD 88     -        87.70   (+/-2cm)     287.7    (feet)  VERTCON   
 BY1664  ___________________________________________________________________
 BY1664  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BY1664
 BY1664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1664
 BY1664.The horizontal coordinates were scaled from a topographic map and have
 BY1664.an estimated accuracy of +/- 6 seconds.
 BY1664
 BY1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1664.The vertical order pertains to the NGVD 29 superseded value.
 BY1664
 BY1664.The geoid height was determined by GEOID03.
 BY1664
 BY1664;                    North         East    Units  Estimated Accuracy
 BY1664;SPC TX C     - 3,161,600.    1,182,370.      MT  (+/- 180 meters Scaled)
 BY1664
 BY1664                          SUPERSEDED SURVEY CONTROL
 BY1664
 BY1664  NGVD 29 (??/??/92)   87.705  (m)          287.75   (f) ADJ UNCH    2 0
 BY1664
 BY1664.Superseded values are not recommended for survey control.
 BY1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1664.See file dsdata.txt to determine how the superseded data were derived.
 BY1664
 BY1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ824346(NAD 83)
 BY1664_MARKER: DZ = AZIMUTH MARK DISK
 BY1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1664_STAMPING: DALE 1942
 BY1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1664+STABILITY: SURFACE MOTION
 BY1664
 BY1664  HISTORY     - Date     Condition        Report By
 BY1664  HISTORY     - 1942     MONUMENTED       CGS
 BY1664  HISTORY     - 1948     GOOD             NGS
 BY1664
 BY1664                          STATION DESCRIPTION
 BY1664
 BY1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1664'1.75 MI NE FROM GLENDALE.
 BY1664'1.75 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 BY1664'GLENDALE, 569.0 FEET NORTHEAST OF THE NORTHEAST END OF THE SOUTHWEST
 BY1664'HEADWALL OF A SMALL CONCRETE CULVERT, 40.8 FEET SOUTHEAST OF THE
 BY1664'CENTER LINE OF THE HIGHWAY, 3.0 FEET SOUTHWEST OF A POINT IN LINE WITH
 BY1664'A NORTHWEST-SOUTHEAST POWER LINE, 2.2 FEET NORTHEAST OF A REFERENCE
 BY1664'POST, 1.0 FOOT NORTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BY1664'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1667 ***********************************************************************
 BY1667  DESIGNATION -  DALE RM 1
 BY1667  PID         -  BY1667
 BY1667  STATE/COUNTY-  TX/TRINITY
 BY1667  USGS QUAD   -  GLENDALE (1972)
 BY1667
 BY1667                         *CURRENT SURVEY CONTROL
 BY1667  ___________________________________________________________________
 BY1667* NAD 83(1986)-  31 01 30.     (N)    095 17 08.     (W)     SCALED    
 BY1667* NAVD 88     -        97.43   (+/-2cm)     319.7    (feet)  VERTCON   
 BY1667  ___________________________________________________________________
 BY1667  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY1667
 BY1667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1667
 BY1667.The horizontal coordinates were scaled from a topographic map and have
 BY1667.an estimated accuracy of +/- 6 seconds.
 BY1667
 BY1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1667.The vertical order pertains to the NGVD 29 superseded value.
 BY1667
 BY1667.The geoid height was determined by GEOID03.
 BY1667
 BY1667;                    North         East    Units  Estimated Accuracy
 BY1667;SPC TX C     - 3,161,510.    1,181,740.      MT  (+/- 180 meters Scaled)
 BY1667
 BY1667                          SUPERSEDED SURVEY CONTROL
 BY1667
 BY1667  NGVD 29 (??/??/92)   97.433  (m)          319.66   (f) ADJ UNCH    2 0
 BY1667
 BY1667.Superseded values are not recommended for survey control.
 BY1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1667.See file dsdata.txt to determine how the superseded data were derived.
 BY1667
 BY1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ818346(NAD 83)
 BY1667_MARKER: DR = REFERENCE MARK DISK
 BY1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1667_STAMPING: DALE NO. 1 1942
 BY1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1667+STABILITY: SURFACE MOTION
 BY1667
 BY1667  HISTORY     - Date     Condition        Report By
 BY1667  HISTORY     - 1942     MONUMENTED       CGS
 BY1667  HISTORY     - 1948     GOOD             NGS
 BY1667
 BY1667                          STATION DESCRIPTION
 BY1667
 BY1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1667'1.25 MI NE FROM GLENDALE.
 BY1667'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 BY1667'GLENDALE, 239 YARDS (PACED) NORTH ALONG A LANE FROM THE HIGHWAY, 151.0
 BY1667'FEET NORTH OF A T FENCE CORNER, 10.0 FEET EAST OF THE CENTER LINE OF
 BY1667'THE LANE, 1.8 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT EAST OF A
 BY1667'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BY1667'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1665 ***********************************************************************
 BY1665  DESIGNATION -  DALE RM 2
 BY1665  PID         -  BY1665
 BY1665  STATE/COUNTY-  TX/TRINITY
 BY1665  USGS QUAD   -  GLENDALE (1972)
 BY1665
 BY1665                         *CURRENT SURVEY CONTROL
 BY1665  ___________________________________________________________________
 BY1665* NAD 83(1986)-  31 01 30.     (N)    095 17 08.     (W)     SCALED    
 BY1665* NAVD 88     -        97.34   (+/-2cm)     319.4    (feet)  VERTCON   
 BY1665  ___________________________________________________________________
 BY1665  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY1665
 BY1665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1665
 BY1665.The horizontal coordinates were scaled from a topographic map and have
 BY1665.an estimated accuracy of +/- 6 seconds.
 BY1665
 BY1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1665.The vertical order pertains to the NGVD 29 superseded value.
 BY1665
 BY1665.The geoid height was determined by GEOID03.
 BY1665
 BY1665;                    North         East    Units  Estimated Accuracy
 BY1665;SPC TX C     - 3,161,510.    1,181,740.      MT  (+/- 180 meters Scaled)
 BY1665
 BY1665                          SUPERSEDED SURVEY CONTROL
 BY1665
 BY1665  NGVD 29 (??/??/92)   97.349  (m)          319.39   (f) ADJ UNCH    2 0
 BY1665
 BY1665.Superseded values are not recommended for survey control.
 BY1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1665.See file dsdata.txt to determine how the superseded data were derived.
 BY1665
 BY1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ818346(NAD 83)
 BY1665_MARKER: DR = REFERENCE MARK DISK
 BY1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1665_STAMPING: DALE NO. 2 1942
 BY1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1665+STABILITY: SURFACE MOTION
 BY1665
 BY1665  HISTORY     - Date     Condition        Report By
 BY1665  HISTORY     - 1942     MONUMENTED       CGS
 BY1665  HISTORY     - 1948     GOOD             NGS
 BY1665
 BY1665                          STATION DESCRIPTION
 BY1665
 BY1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1665'1.25 MI NE FROM GLENDALE.
 BY1665'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 BY1665'GLENDALE, 278 YARDS (PACED) NORTH ALONG A LANE FROM THE HIGHWAY, 75.1
 BY1665'FEET NORTH OF A 12-INCH OAK TREE, 10.0 FEET EAST OF THE CENTER LINE OF
 BY1665'THE LANE, 0.8 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BY1665'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1524 ***********************************************************************
 GL1524  DESIGNATION -  DALHART
 GL1524  PID         -  GL1524
 GL1524  STATE/COUNTY-  TX/DALLAM
 GL1524  USGS QUAD   -  DALHART WEST (1973)
 GL1524
 GL1524                         *CURRENT SURVEY CONTROL
 GL1524  ___________________________________________________________________
 GL1524* NAD 83(1993)-  36 03 39.86463(N)    102 31 55.50957(W)     ADJUSTED  
 GL1524* NAVD 88     -      1214.76   (+/-2cm)    3985.4    (feet)  VERTCON   
 GL1524  ___________________________________________________________________
 GL1524  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 GL1524  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 GL1524
 GL1524  HORZ ORDER  -  SECOND
 GL1524  VERT ORDER  -  THIRD ? (See Below)
 GL1524
 GL1524.The horizontal coordinates were established by classical geodetic methods
 GL1524.and adjusted by the National Geodetic Survey in February 1996..
 GL1524
 GL1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1524.The vertical order pertains to the NGVD 29 superseded value.
 GL1524
 GL1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1524
 GL1524.The geoid height was determined by GEOID03.
 GL1524
 GL1524;                    North         East     Units Scale Factor Converg.
 GL1524;SPC TX N     - 1,229,140.281   107,019.253   MT  0.99997377   -0 35 53.3
 GL1524;SPC TX N     - 4,032,604.41    351,112.33   sFT  0.99997377   -0 35 53.3
 GL1524;UTM  13      - 3,993,541.355   722,276.878   MT  1.00020882   +1 27 12.0
 GL1524
 GL1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1524!SPC TX N     -   0.99981327  x   0.99997377  =   0.99978704
 GL1524!UTM  13      -   0.99981327  x   1.00020882  =   1.00002205
 GL1524
 GL1524:                Primary Azimuth Mark                     Grid Az
 GL1524:SPC TX N     -  DALHART RADIO STA KXIT MAST              028 32 13.2
 GL1524:UTM  13      -  DALHART RADIO STA KXIT MAST              026 29 07.9
 GL1524
 GL1524|---------------------------------------------------------------------|
 GL1524| PID    Reference Object                     Distance      Geod. Az  |
 GL1524|                                                           dddmmss.s |
 GL1524| GL1385 DALHART RADIO STA KXIT MAST         APPROX. 4.2 KM 0275619.9 |
 GL1524| GL1391 DALHART CONSUMERS GRAIN ELEV        APPROX. 0.9 KM 0433509.0 |
 GL1524| GL1367 DALHART COLO INTST GAS RAD MST      APPROX. 3.7 KM 0571458.2 |
 GL1524| GL0286 B 235                                62.804 METERS 08625     |
 GL1524| GL1390 DALHART COURTHOUSE FLAGPOLE         APPROX. 0.9 KM 0864741.9 |
 GL1524| GL1394 DALHART MUNICIPAL TANK              APPROX. 1.8 KM 1245645.5 |
 GL1524| GL1384 DALHART ORANGE BLDG S EDGE STK      APPROX. 1.4 KM 1363947.5 |
 GL1524| CM7905 DALHART AZ MK                                      2702024.4 |
 GL1524| CM7906 DALHART RM 2                         42.715 METERS 35644     |
 GL1524|---------------------------------------------------------------------|
 GL1524
 GL1524                          SUPERSEDED SURVEY CONTROL
 GL1524
 GL1524  NAD 83(1993)-  36 03 39.86439(N)    102 31 55.51104(W) AD(       ) 2
 GL1524  NAD 83(1993)-  36 03 39.87318(N)    102 31 55.50130(W) AD(       ) 2
 GL1524  NAD 83(1986)-  36 03 39.87483(N)    102 31 55.50012(W) AD(       ) 2
 GL1524  NAD 27      -  36 03 39.76100(N)    102 31 53.79800(W) AD(       ) 2
 GL1524  NGVD 29 (07/19/86) 1214.20   (m)         3983.6    (f) LEVELING    3  
 GL1524
 GL1524.Superseded values are not recommended for survey control.
 GL1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1524.See file dsdata.txt to determine how the superseded data were derived.
 GL1524
 GL1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2227793541(NAD 83)
 GL1524_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GL1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1524+STABILITY: SURFACE MOTION
 GL1524
 GL1524  HISTORY     - Date     Condition        Report By
 GL1524  HISTORY     - 1934     MONUMENTED       CGS
 GL1524  HISTORY     - 1953     GOOD             CGS
 GL1524
 GL1524                          STATION DESCRIPTION
 GL1524
 GL1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1524'STATION IS LOCATED ON THE ROCK ISLAND RAILROAD PROPERTY AT THE
 GL1524'W EDGE OF THE CITY OF DALHART ABOUT 0.4 MILE W OF COURTHOUSE.
 GL1524'THE STATION IS ON A TRIANGULAR PIECE OF WASTE GROUND BOUNDED BY
 GL1524'THE RAILROAD, AN ANGLING FENCE LINE AND A GRADED ROAD.  IT IS
 GL1524'76 FEET S OF THE CENTER OF THE ROAD, 9-1/2 FEET NE OF THE FENCE
 GL1524'AND 176 FEET NW OFF THE RAILROAD TRACKS.  THE MARK PROJECTS 8
 GL1524'INCHES.
 GL1524'
 GL1524'SURFACE AND UNDERGROUND MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK
 GL1524'ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES
 GL1524'1A, 7A AND 11A.
 GL1524'
 GL1524'REFERENCE MARK NO. 2 IS N OF THE STATION.  IT IS 64 FEET N OF
 GL1524'THE CENTER OF THE ROAD AND PROJECTS 6 INCHES.
 GL1524'
 GL1524'BENCH MARK 235 (1933) IS E OF THE STATION.  IT IS 65 FEET S OF
 GL1524'THE CENTER OF THE ROAD, 46 FEET NNW OF THE RAIL OF A SIDING AND
 GL1524'IT PROJECTS 6 INCHES.
 GL1524'
 GL1524'AZIMUTH MARK IS ABOUT 0.3 MILE W OF THE STATION.  IT IS 38 FEET
 GL1524'S OF THE FENCE ON THE S SIDE OF THE ROAD, 171 FEET ESE OF A
 GL1524'FENCE CORNER POST AND PROJECTS 10 INCHES.
 GL1524'
 GL1524'THE STATION IS REACHED FROM THE DALLAM COUNTY COURT HOUSE BY GOING
 GL1524'W 0.4 MILE TO THE RAILROAD CROSSING.  CROSS THE RAILROAD AND
 GL1524'CONTINUE ABOUT 250 FEET W TO THE STATION ON THE S SIDE OF THE ROAD.
 GL1524'
 GL1524'A 25-FOOT TOWER WAS ERECTED.
 GL1524
 GL1524                          STATION RECOVERY (1953)
 GL1524
 GL1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1524'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GL1524'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 GL1524'
 GL1524'THE STATION IS LOCATED ALONG THE NORTH SIDE OF THE ROCK ISLAND
 GL1524'RAILROAD TRACKS.  IT IS LOCATED AIRLINE ABOUT 0.6 MILE WEST OF THE
 GL1524'DALLAM COUNTY COURT HOUSE IN DALHART AND ABOUT 0.3 MILE NORTH OF
 GL1524'U.S. HIGHWAY 54.
 GL1524'
 GL1524'THE STATION IS A STANDARD DISK STAMPED DALHART 1934 SET IN TOP
 GL1524'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH
 GL1524'THE GROUND.  IT IS 9.5 FEET EAST OF A NORTH-SOUTH FENCE LINE AND
 GL1524'76 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD.
 GL1524'
 GL1524'BM B235 (REFERENCE MARK NUMBER ONE) IS A STANDARD U.S. COAST AND
 GL1524'GEODETIC SURVEY BENCH MARK DISK STAMPED B235 1933 SET IN TOP OF
 GL1524'A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 GL1524'GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 65
 GL1524'FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 46 FEET
 GL1524'NORTH-NORTHWEST OF THE NORTH RAIL OF THE RAILROAD TRACK, AND 4 FEET
 GL1524'SOUTHWEST OF A TELEPHONE POLE.
 GL1524'
 GL1524'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DALHART NO 2
 GL1524'1934 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 GL1524'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 GL1524'ELEVATION AS THE STATION.  IT IS 64 FEET NORTH OF THE CENTER LINE
 GL1524'OF A DIRT ROAD AND 30 FEET NORTHWEST OF A POWER LINE POLE.
 GL1524'
 GL1524'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED DALHART
 GL1524'AZIMUTH 1934 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 GL1524'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 38 FEET SOUTH OF AN
 GL1524'EAST-WEST FENCE LINE WHICH RUNS PARELLEL WITH AN EAST-WEST DIRT
 GL1524'ROAD.
 GL1524'
 GL1524'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE DIRT
 GL1524'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH.
 GL1524'
 GL1524'TO REACH THE STATION FROM THE DALLAM COUNTY COURT HOUSE IN DALHART,
 GL1524'GO WEST ON FIFTH STREET FOR 0.5 MILE TO THE RAILROAD TRACKS.
 GL1524'CROSS THE TRACKS AND CONTINUE WEST FOR 0.1 MILE TO A NORTH-SOUTH
 GL1524'FENCE LINE ON THE LEFT, SOUTH, AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1368 ***********************************************************************
 GL1368  DESIGNATION -  DALHART ARMY FIELD AUX 2 SPIPE
 GL1368  PID         -  GL1368
 GL1368  STATE/COUNTY-  TX/DALLAM
 GL1368  USGS QUAD   -  DALHART EAST (1973)
 GL1368
 GL1368                         *CURRENT SURVEY CONTROL
 GL1368  ___________________________________________________________________
 GL1368* NAD 83(1993)-  36 05 44.81681(N)    102 24 40.23706(W)     ADJUSTED  
 GL1368* NAVD 88     -                                                        
 GL1368  ___________________________________________________________________
 GL1368  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 GL1368  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 GL1368
 GL1368  HORZ ORDER  -  THIRD
 GL1368
 GL1368.The horizontal coordinates were established by classical geodetic methods
 GL1368.and adjusted by the National Geodetic Survey in February 1996..
 GL1368
 GL1368
 GL1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1368
 GL1368.The geoid height was determined by GEOID03.
 GL1368
 GL1368;                    North         East     Units Scale Factor Converg.
 GL1368;SPC TX N     - 1,232,884.297   117,947.126   MT  0.99998075   -0 31 41.0
 GL1368;SPC TX N     - 4,044,887.90    386,964.86   sFT  0.99998075   -0 31 41.0
 GL1368;UTM  13      - 3,997,675.468   733,066.457   MT  1.00026936   +1 31 33.1
 GL1368
 GL1368                          SUPERSEDED SURVEY CONTROL
 GL1368
 GL1368  NAD 83(1993)-  36 05 44.81664(N)    102 24 40.23765(W) AD(       ) 4
 GL1368  NAD 83(1986)-  36 05 44.82598(N)    102 24 40.22696(W) AD(       ) 4
 GL1368  NAD 27      -  36 05 44.70400(N)    102 24 38.54000(W) AD(       ) 3
 GL1368
 GL1368.Superseded values are not recommended for survey control.
 GL1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1368.See file dsdata.txt to determine how the superseded data were derived.
 GL1368
 GL1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3306697675(NAD 83)
 GL1368_MARKER: 52 = STANDPIPE TANK
 GL1368
 GL1368  HISTORY     - Date     Condition        Report By
 GL1368  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1368
 GL1368                          STATION DESCRIPTION
 GL1368
 GL1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1368'STATION IS LOCATED ABOUT 6.0 MILES EAST NORTHEAST OF DALHART,
 GL1368'2.0 MILES SOUTHEAST OF U.S. HIGHWAY 54, 0.8 MILE SOUTH OF
 GL1368'FARM ROAD 695 AT AN ABANDONED AIRPORT.
 GL1368'
 GL1368'STATION IS A CYLINDRICAL SHAPED CONCRETE STRUCTURE THAT IS
 GL1368'ABOUT 50 FEET IN HEIGHT AND ABOUT 20 FEET IN DIAMETER.  THE
 GL1368'STRUCTURE WAS THE BASE FOR A WATER TANK THAT HAS BEEN DISMANTLED.
 GL1368'THE CENTER OF THE STANDPIPE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1397 ***********************************************************************
 GL1397  DESIGNATION -  DALHART ARMY FIELD AUX 1 SPIPE
 GL1397  PID         -  GL1397
 GL1397  STATE/COUNTY-  TX/HARTLEY
 GL1397  USGS QUAD   -  CANYON SCHOOL (1973)
 GL1397
 GL1397                         *CURRENT SURVEY CONTROL
 GL1397  ___________________________________________________________________
 GL1397* NAD 83(1993)-  36 00 58.41887(N)    102 40 39.64399(W)     ADJUSTED  
 GL1397* NAVD 88     -                                                        
 GL1397  ___________________________________________________________________
 GL1397  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 GL1397  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 GL1397
 GL1397  HORZ ORDER  -  THIRD
 GL1397
 GL1397.The horizontal coordinates were established by classical geodetic methods
 GL1397.and adjusted by the National Geodetic Survey in February 1996..
 GL1397
 GL1397
 GL1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1397
 GL1397.The geoid height was determined by GEOID03.
 GL1397
 GL1397;                    North         East     Units Scale Factor Converg.
 GL1397;SPC TX N     - 1,224,311.267    93,844.082   MT  0.99996529   -0 40 57.0
 GL1397;SPC TX N     - 4,016,761.22    307,886.79   sFT  0.99996529   -0 40 57.0
 GL1397;UTM  13      - 3,988,243.053   709,280.223   MT  1.00013970   +1 21 57.8
 GL1397
 GL1397                          SUPERSEDED SURVEY CONTROL
 GL1397
 GL1397  NAD 83(1993)-  36 00 58.41923(N)    102 40 39.64470(W) AD(       ) 4
 GL1397  NAD 83(1993)-  36 00 58.42680(N)    102 40 39.63514(W) AD(       ) 4
 GL1397  NAD 83(1986)-  36 00 58.42773(N)    102 40 39.63355(W) AD(       ) 4
 GL1397  NAD 27      -  36 00 58.30500(N)    102 40 37.91000(W) AD(       ) 3
 GL1397
 GL1397.Superseded values are not recommended for survey control.
 GL1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1397.See file dsdata.txt to determine how the superseded data were derived.
 GL1397
 GL1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV0928088243(NAD 83)
 GL1397_MARKER: 52 = STANDPIPE TANK
 GL1397
 GL1397  HISTORY     - Date     Condition        Report By
 GL1397  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1397
 GL1397                          STATION DESCRIPTION
 GL1397
 GL1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1397'STATION IS LOCATED ABOUT 9.0 MILES WEST SOUTHWEST OF DALHART,
 GL1397'4.0 MILES NORTH OF U.S. HIGHWAY 54 AND ABOUT 200 YARDS WEST
 GL1397'OF THE EAST EDGE OF AN ABANDONED AIRPORT.
 GL1397'
 GL1397'STATION IS A CYLINDRICAL SHAPED CONCRETE STRUCTURE THAT IS
 GL1397'ABOUT 50 FEET IN HEIGHT AND ABOUT 20 FEET IN DIAMETER.  THE
 GL1397'STRUCTURE WAS THE BASE FOR A WATER TANK THAT HAS BEEN DISMANTLED.
 GL1397'THE CENTER OF THE STANDPIPE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0287 ***********************************************************************
 GL0287  DESIGNATION -  DALHART BM
 GL0287  PID         -  GL0287
 GL0287  STATE/COUNTY-  TX/DALLAM
 GL0287  USGS QUAD   -  DALHART WEST (1973)
 GL0287
 GL0287                         *CURRENT SURVEY CONTROL
 GL0287  ___________________________________________________________________
 GL0287* NAD 83(1986)-  36 03 41.     (N)    102 31 22.     (W)     SCALED    
 GL0287* NAVD 88     -      1214.764  (meters)    3985.44   (feet)  ADJUSTED  
 GL0287  ___________________________________________________________________
 GL0287  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 GL0287  DYNAMIC HT  -        1213.354 (meters)    3980.81  (feet)  COMP
 GL0287  MODELED GRAV-     979,429.9   (mgal)                       NAVD 88
 GL0287
 GL0287  VERT ORDER  -  FIRST     CLASS II
 GL0287
 GL0287.The horizontal coordinates were scaled from a topographic map and have
 GL0287.an estimated accuracy of +/- 6 seconds.
 GL0287
 GL0287.The orthometric height was determined by differential leveling
 GL0287.and adjusted by the National Geodetic Survey in June 1991..
 GL0287.WARNING-Repeat measurements at this control monument indicate possible
 GL0287.vertical movement.
 GL0287
 GL0287.The geoid height was determined by GEOID03.
 GL0287
 GL0287.The dynamic height is computed by dividing the NAVD 88
 GL0287.geopotential number by the normal gravity value computed on the
 GL0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0287.degrees latitude (g = 980.6199 gals.).
 GL0287
 GL0287.The modeled gravity was interpolated from observed gravity values.
 GL0287
 GL0287;                    North         East    Units  Estimated Accuracy
 GL0287;SPC TX N     - 1,229,170.      107,860.      MT  (+/- 180 meters Scaled)
 GL0287
 GL0287                          SUPERSEDED SURVEY CONTROL
 GL0287
 GL0287.No superseded survey control is available for this station.
 GL0287
 GL0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV231935(NAD 83)
 GL0287_MARKER: DB = BENCH MARK DISK
 GL0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0287_STAMPING: DALHART 1933
 GL0287_MARK LOGO: CGS   
 GL0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0287+STABILITY: SURFACE MOTION
 GL0287
 GL0287  HISTORY     - Date     Condition        Report By
 GL0287  HISTORY     - 1933     MONUMENTED       CGS
 GL0287  HISTORY     - 1935     GOOD             LOCENG
 GL0287  HISTORY     - 1968     GOOD             AMS
 GL0287  HISTORY     - 1985     GOOD             NGS
 GL0287
 GL0287                          STATION DESCRIPTION
 GL0287
 GL0287'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1935
 GL0287'IN DALHART.
 GL0287'AT DALHART, DALLAM COUNTY, ON THE NORTHEAST CORNER OF FIFTH AND
 GL0287'DENROCK STREETS, AT THE COUNTY COURTHOUSE, 15 FEET WEST OF THE
 GL0287'APPROACH TO THE SOUTH ENTRANCE, AND 1 FOOT NORTH OF THE SIDEWALK.  A
 GL0287'STANDARD DISK, STAMPED DALHART 1933 AND SET IN THE TOP OF A 14-INCH
 GL0287'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 GL0287
 GL0287                          STATION RECOVERY (1968)
 GL0287
 GL0287'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 GL0287'RECOVERED IN GOOD CONDITION.
 GL0287
 GL0287                          STATION RECOVERY (1985)
 GL0287
 GL0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1367 ***********************************************************************
 GL1367  DESIGNATION -  DALHART COLO INTST GAS RAD MST
 GL1367  PID         -  GL1367
 GL1367  STATE/COUNTY-  TX/DALLAM
 GL1367  USGS QUAD   -  DALHART EAST (1973)
 GL1367
 GL1367                         *CURRENT SURVEY CONTROL
 GL1367  ___________________________________________________________________
 GL1367* NAD 83(1993)-  36 04 44.48848(N)    102 29 51.71177(W)     ADJUSTED  
 GL1367* NAVD 88     -                                                        
 GL1367  ___________________________________________________________________
 GL1367  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 GL1367  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 GL1367
 GL1367  HORZ ORDER  -  THIRD
 GL1367
 GL1367.The horizontal coordinates were established by classical geodetic methods
 GL1367.and adjusted by the National Geodetic Survey in February 1996..
 GL1367
 GL1367
 GL1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1367
 GL1367.The geoid height was determined by GEOID03.
 GL1367
 GL1367;                    North         East     Units Scale Factor Converg.
 GL1367;SPC TX N     - 1,231,100.184   110,137.290   MT  0.99997733   -0 34 41.5
 GL1367;SPC TX N     - 4,039,034.52    361,342.09   sFT  0.99997733   -0 34 41.5
 GL1367;UTM  13      - 3,995,612.144   725,323.476   MT  1.00022562   +1 28 27.2
 GL1367
 GL1367                          SUPERSEDED SURVEY CONTROL
 GL1367
 GL1367  NAD 83(1993)-  36 04 44.48834(N)    102 29 51.71301(W) AD(       ) 4
 GL1367  NAD 83(1993)-  36 04 44.49735(N)    102 29 51.70318(W) AD(       ) 4
 GL1367  NAD 83(1986)-  36 04 44.49808(N)    102 29 51.70122(W) AD(       ) 4
 GL1367  NAD 27      -  36 04 44.38500(N)    102 29 50.00800(W) AD(       ) 3
 GL1367
 GL1367.Superseded values are not recommended for survey control.
 GL1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1367.See file dsdata.txt to determine how the superseded data were derived.
 GL1367
 GL1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2532395612(NAD 83)
 GL1367_MARKER: 42 = RADIO/TV MAST
 GL1367
 GL1367  HISTORY     - Date     Condition        Report By
 GL1367  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1367
 GL1367                          STATION DESCRIPTION
 GL1367
 GL1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1367'STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF DALHART ON
 GL1367'THE SOUTHEAST SIDE OF U.S. HIGHWAY 54.
 GL1367'
 GL1367'STATION IS A STRUCTURAL STEEL MAST, ALTERNATELY PAINTED ORANGE
 GL1367'AND WHITE, THAT IS ABOUT 120 FEET IN HEIGHT.  THE TOP OF THE
 GL1367'MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1391 ***********************************************************************
 GL1391  DESIGNATION -  DALHART CONSUMERS GRAIN ELEV
 GL1391  PID         -  GL1391
 GL1391  STATE/COUNTY-  TX/DALLAM
 GL1391  USGS QUAD   -  DALHART WEST (1973)
 GL1391
 GL1391                         *CURRENT SURVEY CONTROL
 GL1391  ___________________________________________________________________
 GL1391* NAD 83(1993)-  36 04 02.00756(N)    102 31 29.54937(W)     ADJUSTED  
 GL1391* NAVD 88     -                                                        
 GL1391  ___________________________________________________________________
 GL1391  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 GL1391  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 GL1391
 GL1391  HORZ ORDER  -  THIRD
 GL1391
 GL1391.The horizontal coordinates were established by classical geodetic methods
 GL1391.and adjusted by the National Geodetic Survey in February 1996..
 GL1391
 GL1391
 GL1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1391
 GL1391.The geoid height was determined by GEOID03.
 GL1391
 GL1391;                    North         East     Units Scale Factor Converg.
 GL1391;SPC TX N     - 1,229,815.964   107,675.959   MT  0.99997498   -0 35 38.2
 GL1391;SPC TX N     - 4,034,821.21    353,266.88   sFT  0.99997498   -0 35 38.2
 GL1391;UTM  13      - 3,994,240.280   722,909.123   MT  1.00021229   +1 27 28.0
 GL1391
 GL1391                          SUPERSEDED SURVEY CONTROL
 GL1391
 GL1391  NAD 83(1993)-  36 04 02.00745(N)    102 31 29.55065(W) AD(       ) 4
 GL1391  NAD 83(1993)-  36 04 02.01628(N)    102 31 29.54092(W) AD(       ) 4
 GL1391  NAD 83(1986)-  36 04 02.01711(N)    102 31 29.53867(W) AD(       ) 4
 GL1391  NAD 27      -  36 04 01.91300(N)    102 31 27.82600(W) AD(       ) 3
 GL1391
 GL1391.Superseded values are not recommended for survey control.
 GL1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1391.See file dsdata.txt to determine how the superseded data were derived.
 GL1391
 GL1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2290994240(NAD 83)
 GL1391_MARKER: 65 = GRAIN ELEVATOR
 GL1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1391+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL1391
 GL1391  HISTORY     - Date     Condition        Report By
 GL1391  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1391  HISTORY     - 20040805 GOOD             USPSQD
 GL1391
 GL1391                          STATION DESCRIPTION
 GL1391
 GL1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1391'STATION IS LOCATED IN THE NORTH EDGE OF DALHART ON THE WEST
 GL1391'SIDE OF U.S. HIGHWAY 87.
 GL1391'
 GL1391'THE ELEVATOR CONSISTS OF 15 CYLINDRICAL SHAPED CONCRETE TANKS
 GL1391'THAT ARE ABOUT 100 FEET IN HEIGHT.  A HEAD HOUSE, THAT IS 30
 GL1391'FEET IN HEIGHT, IS MOUNTED ON TOP OF TANKS.  THE CENTER OF THE
 GL1391'HEAD HOUSE WAS INTERSECTED.
 GL1391
 GL1391                          STATION RECOVERY (2004)
 GL1391
 GL1391'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1390 ***********************************************************************
 GL1390  DESIGNATION -  DALHART COURTHOUSE FLAGPOLE
 GL1390  PID         -  GL1390
 GL1390  STATE/COUNTY-  TX/DALLAM
 GL1390  USGS QUAD   -  DALHART WEST (1973)
 GL1390
 GL1390                         *CURRENT SURVEY CONTROL
 GL1390  ___________________________________________________________________
 GL1390* NAD 83(1993)-  36 03 41.42175(N)    102 31 21.23181(W)     ADJUSTED  
 GL1390* NAVD 88     -                                                        
 GL1390  ___________________________________________________________________
 GL1390  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 GL1390  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 GL1390
 GL1390  HORZ ORDER  -  THIRD
 GL1390
 GL1390.The horizontal coordinates were established by classical geodetic methods
 GL1390.and adjusted by the National Geodetic Survey in February 1996..
 GL1390
 GL1390
 GL1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1390
 GL1390.The geoid height was determined by GEOID03.
 GL1390
 GL1390;                    North         East     Units Scale Factor Converg.
 GL1390;SPC TX N     - 1,229,179.358   107,877.520   MT  0.99997385   -0 35 33.4
 GL1390;SPC TX N     - 4,032,732.61    353,928.16   sFT  0.99997385   -0 35 33.4
 GL1390;UTM  13      - 3,993,611.147   723,133.400   MT  1.00021352   +1 27 32.2
 GL1390
 GL1390                          SUPERSEDED SURVEY CONTROL
 GL1390
 GL1390  NAD 83(1993)-  36 03 41.42153(N)    102 31 21.23285(W) AD(       ) 4
 GL1390  NAD 83(1993)-  36 03 41.43037(N)    102 31 21.22309(W) AD(       ) 4
 GL1390  NAD 83(1986)-  36 03 41.43140(N)    102 31 21.22124(W) AD(       ) 4
 GL1390  NAD 27      -  36 03 41.32000(N)    102 31 19.51000(W) AD(       ) 3
 GL1390
 GL1390.Superseded values are not recommended for survey control.
 GL1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1390.See file dsdata.txt to determine how the superseded data were derived.
 GL1390
 GL1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2313393611(NAD 83)
 GL1390_MARKER: 62 = FLAGPOLE
 GL1390
 GL1390  HISTORY     - Date     Condition        Report By
 GL1390  HISTORY     - 1934     FIRST OBSERVED   CGS
 GL1390
 GL1390                          STATION DESCRIPTION
 GL1390
 GL1390'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1395 ***********************************************************************
 GL1395  DESIGNATION -  DALHART GOOCHS GRAIN CO ELEV
 GL1395  PID         -  GL1395
 GL1395  STATE/COUNTY-  TX/DALLAM
 GL1395  USGS QUAD   -  DALHART WEST (1973)
 GL1395
 GL1395                         *CURRENT SURVEY CONTROL
 GL1395  ___________________________________________________________________
 GL1395* NAD 83(1993)-  36 03 42.53016(N)    102 31 00.99075(W)     ADJUSTED  
 GL1395* NAVD 88     -                                                        
 GL1395  ___________________________________________________________________
 GL1395  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 GL1395  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 GL1395
 GL1395  HORZ ORDER  -  THIRD
 GL1395
 GL1395.The horizontal coordinates were established by classical geodetic methods
 GL1395.and adjusted by the National Geodetic Survey in February 1996..
 GL1395
 GL1395
 GL1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1395
 GL1395.The geoid height was determined by GEOID03.
 GL1395
 GL1395;                    North         East     Units Scale Factor Converg.
 GL1395;SPC TX N     - 1,229,208.294   108,384.385   MT  0.99997391   -0 35 21.7
 GL1395;SPC TX N     - 4,032,827.54    355,591.10   sFT  0.99997391   -0 35 21.7
 GL1395;UTM  13      - 3,993,658.222   723,639.025   MT  1.00021630   +1 27 44.2
 GL1395
 GL1395                          SUPERSEDED SURVEY CONTROL
 GL1395
 GL1395  NAD 83(1993)-  36 03 42.52997(N)    102 31 00.99181(W) AD(       ) 4
 GL1395  NAD 83(1993)-  36 03 42.53882(N)    102 31 00.98212(W) AD(       ) 4
 GL1395  NAD 83(1986)-  36 03 42.53981(N)    102 31 00.98040(W) AD(       ) 4
 GL1395  NAD 27      -  36 03 42.42700(N)    102 30 59.27700(W) AD(       ) 3
 GL1395
 GL1395.Superseded values are not recommended for survey control.
 GL1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1395.See file dsdata.txt to determine how the superseded data were derived.
 GL1395
 GL1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2363993658(NAD 83)
 GL1395_MARKER: 65 = GRAIN ELEVATOR
 GL1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1395+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 GL1395
 GL1395  HISTORY     - Date     Condition        Report By
 GL1395  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1395  HISTORY     - 20040808 GOOD             USPSQD
 GL1395
 GL1395                          STATION DESCRIPTION
 GL1395
 GL1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1395'STATION IS LOCATED IN THE SOUTHEAST EDGE OF DALHART ON THE WEST
 GL1395'SIDE OF U.S. HIGHWAY 87.
 GL1395'
 GL1395'THE ELEVATOR CONSISTS OF 6 CONCRETE CYLINDRICAL SHAPED TANKS
 GL1395'THAT ARE 110 FEET IN HEIGHT.  A HEAD HOUSE, THAT IS 30 FEET
 GL1395'IN HEIGHT, IS MOUNTED ON THE TOP OF TANKS.  THE CENTER OF THE
 GL1395'HEAD HOUSE WAS INTERSECTED.
 GL1395
 GL1395                          STATION RECOVERY (2004)
 GL1395
 GL1395'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 GL1395'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1386 ***********************************************************************
 GL1386  DESIGNATION -  DALHART MUNICIPAL APT SPIPE
 GL1386  PID         -  GL1386
 GL1386  STATE/COUNTY-  TX/HARTLEY
 GL1386  USGS QUAD   -  DALHART WEST (1973)
 GL1386
 GL1386                         *CURRENT SURVEY CONTROL
 GL1386  ___________________________________________________________________
 GL1386* NAD 83(1993)-  36 01 51.03266(N)    102 33 16.98261(W)     ADJUSTED  
 GL1386* NAVD 88     -                                                        
 GL1386  ___________________________________________________________________
 GL1386  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 GL1386  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 GL1386
 GL1386  HORZ ORDER  -  THIRD
 GL1386
 GL1386.This mark is at Dalhart Muni (DHT) Airport (DHT)
 GL1386
 GL1386.The horizontal coordinates were established by classical geodetic methods
 GL1386.and adjusted by the National Geodetic Survey in February 1996..
 GL1386
 GL1386
 GL1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1386
 GL1386.The geoid height was determined by GEOID03.
 GL1386
 GL1386;                    North         East     Units Scale Factor Converg.
 GL1386;SPC TX N     - 1,225,807.649   104,944.679   MT  0.99996799   -0 36 40.5
 GL1386;SPC TX N     - 4,021,670.60    344,306.00   sFT  0.99996799   -0 36 40.5
 GL1386;UTM  13      - 3,990,135.825   720,322.440   MT  1.00019816   +1 26 20.2
 GL1386
 GL1386                          SUPERSEDED SURVEY CONTROL
 GL1386
 GL1386  NAD 83(1993)-  36 01 51.03272(N)    102 33 16.98381(W) AD(       ) 4
 GL1386  NAD 83(1993)-  36 01 51.04116(N)    102 33 16.97385(W) AD(       ) 4
 GL1386  NAD 83(1986)-  36 01 51.04209(N)    102 33 16.97194(W) AD(       ) 4
 GL1386  NAD 27      -  36 01 50.93000(N)    102 33 15.26700(W) AD(       ) 3
 GL1386
 GL1386.Superseded values are not recommended for survey control.
 GL1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1386.See file dsdata.txt to determine how the superseded data were derived.
 GL1386
 GL1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2032290136(NAD 83)
 GL1386_MARKER: 52 = STANDPIPE TANK
 GL1386
 GL1386  HISTORY     - Date     Condition        Report By
 GL1386  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1386
 GL1386                          STATION DESCRIPTION
 GL1386
 GL1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GL1386'STATION IS LOCATED AT THE DALHART MUNICIPAL AIRPORT ABOUT
 GL1386'3 MILES SOUTHWEST OF DALHART AND ABOUT 0.3 MILE SOUTHEAST
 GL1386'OF U.S. HIGHWAY 54.
 GL1386'
 GL1386'STATION IS A CYLINDRICAL SHAPED CONCRETE STRUCTURE THAT IS
 GL1386'ABOUT 50 FEET IN HEIGHT AND ABOUT 20 FEET IN DIAMETER.  THIS
 GL1386'STRUCTURE WAS THE BASE FOR A WATER TANK THAT HAS BEEN DISMANTLED.
 GL1386'THE CENTER OF THE STANDPIPE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1388 ***********************************************************************
 GL1388  DESIGNATION -  DALHART MUNICIPAL AIRPORT BCN
 GL1388  PID         -  GL1388
 GL1388  STATE/COUNTY-  TX/HARTLEY
 GL1388  USGS QUAD   -  DALHART WEST (1973)
 GL1388
 GL1388                         *CURRENT SURVEY CONTROL
 GL1388  ___________________________________________________________________
 GL1388* NAD 83(1993)-  36 01 38.95032(N)    102 33 11.60085(W)     ADJUSTED  
 GL1388* NAVD 88     -                                                        
 GL1388  ___________________________________________________________________
 GL1388  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 GL1388  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 GL1388
 GL1388  HORZ ORDER  -  THIRD
 GL1388
 GL1388.This mark is at Dalhart Muni (DHT) Airport (DHT)
 GL1388
 GL1388.The horizontal coordinates were established by classical geodetic methods
 GL1388.and adjusted by the National Geodetic Survey in February 1996..
 GL1388
 GL1388
 GL1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1388
 GL1388.The geoid height was determined by GEOID03.
 GL1388
 GL1388;                    North         East     Units Scale Factor Converg.
 GL1388;SPC TX N     - 1,225,433.843   105,075.437   MT  0.99996736   -0 36 37.4
 GL1388;SPC TX N     - 4,020,444.20    344,735.00   sFT  0.99996736   -0 36 37.4
 GL1388;UTM  13      - 3,989,766.850   720,466.519   MT  1.00019894   +1 26 23.0
 GL1388
 GL1388                          SUPERSEDED SURVEY CONTROL
 GL1388
 GL1388  NAD 83(1993)-  36 01 38.94995(N)    102 33 11.60205(W) AD(       ) 4
 GL1388  NAD 83(1993)-  36 01 38.95883(N)    102 33 11.59212(W) AD(       ) 4
 GL1388  NAD 83(1986)-  36 01 38.96016(N)    102 33 11.58994(W) AD(       ) 4
 GL1388  NAD 27      -  36 01 38.84400(N)    102 33 09.88200(W) AD(       ) 3
 GL1388
 GL1388.Superseded values are not recommended for survey control.
 GL1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1388.See file dsdata.txt to determine how the superseded data were derived.
 GL1388
 GL1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2046789767(NAD 83)
 GL1388_MARKER: 21 = AIRPORT BEACON
 GL1388
 GL1388  HISTORY     - Date     Condition        Report By
 GL1388  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1388
 GL1388                          STATION DESCRIPTION
 GL1388
 GL1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1388'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF DALHART, 0.5
 GL1388'MILE SOUTHEAST OF U.S. HIGHWAY 54 ON TOP OF THE WEST HANGAR
 GL1388'OF THE DALHART MUNICIPAL AIRPORT.  THE REVOLVING GREEN AND WHITE
 GL1388'LIGHT WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1394 ***********************************************************************
 GL1394  DESIGNATION -  DALHART MUNICIPAL TANK
 GL1394  PID         -  GL1394
 GL1394  STATE/COUNTY-  TX/HARTLEY
 GL1394  USGS QUAD   -  DALHART WEST (1973)
 GL1394
 GL1394                         *CURRENT SURVEY CONTROL
 GL1394  ___________________________________________________________________
 GL1394* NAD 83(1993)-  36 03 07.30027(N)    102 30 58.13002(W)     ADJUSTED  
 GL1394* NAVD 88     -                                                        
 GL1394  ___________________________________________________________________
 GL1394  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 GL1394  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 GL1394
 GL1394  HORZ ORDER  -  THIRD
 GL1394
 GL1394.The horizontal coordinates were established by classical geodetic methods
 GL1394.and adjusted by the National Geodetic Survey in February 1996..
 GL1394
 GL1394
 GL1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1394
 GL1394.The geoid height was determined by GEOID03.
 GL1394
 GL1394;                    North         East     Units Scale Factor Converg.
 GL1394;SPC TX N     - 1,228,121.780   108,444.811   MT  0.99997201   -0 35 20.0
 GL1394;SPC TX N     - 4,029,262.87    355,789.35   sFT  0.99997201   -0 35 20.0
 GL1394;UTM  13      - 3,992,574.304   723,738.331   MT  1.00021685   +1 27 44.7
 GL1394
 GL1394                          SUPERSEDED SURVEY CONTROL
 GL1394
 GL1394  NAD 83(1993)-  36 03 07.29994(N)    102 30 58.13117(W) AD(       ) 4
 GL1394  NAD 83(1993)-  36 03 07.30888(N)    102 30 58.12149(W) AD(       ) 4
 GL1394  NAD 83(1986)-  36 03 07.31000(N)    102 30 58.11926(W) AD(       ) 4
 GL1394  NAD 27      -  36 03 07.19600(N)    102 30 56.41700(W) AD(       ) 3
 GL1394
 GL1394.Superseded values are not recommended for survey control.
 GL1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1394.See file dsdata.txt to determine how the superseded data were derived.
 GL1394
 GL1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2373892574(NAD 83)
 GL1394_MARKER: 53 = ELEVATED TANK
 GL1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1394+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 GL1394
 GL1394  HISTORY     - Date     Condition        Report By
 GL1394  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1394  HISTORY     - 1968     GOOD             USAF
 GL1394  HISTORY     - 1969     GOOD             CGS
 GL1394  HISTORY     - 20040329 GOOD             GEOCAC
 GL1394
 GL1394                          STATION DESCRIPTION
 GL1394
 GL1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1394'STATION IS LOCATED ABOUT 1.0 MILE SOUTH SOUTHEAST OF THE CENTER
 GL1394'OF DALHART, AND ABOUT 0.5 MILE WEST OF U.S. HIGHWAY 87.
 GL1394'
 GL1394'STATION IS A SILVER COLORED TANK THAT IS MOUNTED ON THE TOP
 GL1394'OF SIX STRUCTURAL STEEL LEGS.  IT IS ABOUT 110 FEET IN HEIGHT
 GL1394'AND HAS A POLE ON TOP.  THE CENTER OF THE POLE WAS INTERSECTED.
 GL1394
 GL1394                          STATION RECOVERY (1968)
 GL1394
 GL1394'RECOVERY NOTE BY US AIR FORCE 1968 (PED)
 GL1394'STATION WAS RECOVERED AS DESCRIBED.
 GL1394
 GL1394                          STATION RECOVERY (1969)
 GL1394
 GL1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GL1394'RECOVERED IN GOOD CONDITION.
 GL1394
 GL1394                          STATION RECOVERY (2004)
 GL1394
 GL1394'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GL1394'RECOVERED IN GOOD CONDITION.  TOWER NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1384 ***********************************************************************
 GL1384  DESIGNATION -  DALHART ORANGE BLDG S EDGE STK
 GL1384  PID         -  GL1384
 GL1384  STATE/COUNTY-  TX/HARTLEY
 GL1384  USGS QUAD   -  DALHART WEST (1973)
 GL1384
 GL1384                         *CURRENT SURVEY CONTROL
 GL1384  ___________________________________________________________________
 GL1384* NAD 83(1993)-  36 03 06.38889(N)    102 31 16.61411(W)     ADJUSTED  
 GL1384* NAVD 88     -                                                        
 GL1384  ___________________________________________________________________
 GL1384  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 GL1384  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 GL1384
 GL1384  HORZ ORDER  -  THIRD
 GL1384
 GL1384.The horizontal coordinates were established by classical geodetic methods
 GL1384.and adjusted by the National Geodetic Survey in February 1996..
 GL1384
 GL1384
 GL1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1384
 GL1384.The geoid height was determined by GEOID03.
 GL1384
 GL1384;                    North         East     Units Scale Factor Converg.
 GL1384;SPC TX N     - 1,228,098.459   107,981.920   MT  0.99997196   -0 35 30.7
 GL1384;SPC TX N     - 4,029,186.36    354,270.68   sFT  0.99997196   -0 35 30.7
 GL1384;UTM  13      - 3,992,534.419   723,276.459   MT  1.00021431   +1 27 33.7
 GL1384
 GL1384                          SUPERSEDED SURVEY CONTROL
 GL1384
 GL1384  NAD 83(1993)-  36 03 06.38889(N)    102 31 16.61584(W) AD(       ) 4
 GL1384  NAD 83(1993)-  36 03 06.39778(N)    102 31 16.60608(W) AD(       ) 4
 GL1384  NAD 83(1986)-  36 03 06.39790(N)    102 31 16.60239(W) AD(       ) 4
 GL1384  NAD 27      -  36 03 06.28800(N)    102 31 14.90500(W) AD(       ) 3
 GL1384
 GL1384.Superseded values are not recommended for survey control.
 GL1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1384.See file dsdata.txt to determine how the superseded data were derived.
 GL1384
 GL1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2327692534(NAD 83)
 GL1384_MARKER: 63 = STACK
 GL1384
 GL1384  HISTORY     - Date     Condition        Report By
 GL1384  HISTORY     - 1934     FIRST OBSERVED   CGS
 GL1384
 GL1384                          STATION DESCRIPTION
 GL1384
 GL1384'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1385 ***********************************************************************
 GL1385  DESIGNATION -  DALHART RADIO STA KXIT MAST
 GL1385  PID         -  GL1385
 GL1385  STATE/COUNTY-  TX/DALLAM
 GL1385  USGS QUAD   -  DALHART WEST (1973)
 GL1385
 GL1385                         *CURRENT SURVEY CONTROL
 GL1385  ___________________________________________________________________
 GL1385* NAD 83(1993)-  36 05 41.22370(N)    102 30 36.20271(W)     ADJUSTED  
 GL1385* NAVD 88     -                                                        
 GL1385  ___________________________________________________________________
 GL1385  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 GL1385  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 GL1385
 GL1385  HORZ ORDER  -  THIRD
 GL1385
 GL1385.The horizontal coordinates were established by classical geodetic methods
 GL1385.and adjusted by the National Geodetic Survey in February 1996..
 GL1385
 GL1385
 GL1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1385
 GL1385.The geoid height was determined by GEOID03.
 GL1385
 GL1385;                    North         East     Units Scale Factor Converg.
 GL1385;SPC TX N     - 1,232,860.074   109,042.054   MT  0.99998054   -0 35 07.3
 GL1385;SPC TX N     - 4,044,808.43    357,748.81   sFT  0.99998054   -0 35 07.3
 GL1385;UTM  13      - 3,997,332.095   724,165.626   MT  1.00021920   +1 28 03.0
 GL1385
 GL1385                          SUPERSEDED SURVEY CONTROL
 GL1385
 GL1385  NAD 83(1993)-  36 05 41.22352(N)    102 30 36.20398(W) AD(       ) 4
 GL1385  NAD 83(1993)-  36 05 41.23255(N)    102 30 36.19438(W) AD(       ) 4
 GL1385  NAD 83(1986)-  36 05 41.23346(N)    102 30 36.19207(W) AD(       ) 4
 GL1385  NAD 27      -  36 05 41.12300(N)    102 30 34.49500(W) AD(       ) 3
 GL1385
 GL1385.Superseded values are not recommended for survey control.
 GL1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1385.See file dsdata.txt to determine how the superseded data were derived.
 GL1385
 GL1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2416697332(NAD 83)
 GL1385_MARKER: 42 = RADIO/TV MAST
 GL1385
 GL1385  HISTORY     - Date     Condition        Report By
 GL1385  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1385
 GL1385                          STATION DESCRIPTION
 GL1385
 GL1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1385'STATION IS LOCATED ABOUT 1.5 MILE NORTH NORTHEAST OF DALHART
 GL1385'ON THE WEST SIDE OF STATE HIGHWAY 51.
 GL1385'
 GL1385'STATION IS A STRUCTURAL STEEL MAST, ALTERNATELY PAINTED ORANGE
 GL1385'AND WHITE, THAT IS 205 FEET IN HEIGHT.  THE TOP OF THE MAST
 GL1385'WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1389 ***********************************************************************
 GL1389  DESIGNATION -  DALHART RITA BLANCA ELEC MAST
 GL1389  PID         -  GL1389
 GL1389  STATE/COUNTY-  TX/DALLAM
 GL1389  USGS QUAD   -  DALHART WEST (1973)
 GL1389
 GL1389                         *CURRENT SURVEY CONTROL
 GL1389  ___________________________________________________________________
 GL1389* NAD 83(1993)-  36 03 36.46175(N)    102 30 47.55437(W)     ADJUSTED  
 GL1389* NAVD 88     -                                                        
 GL1389  ___________________________________________________________________
 GL1389  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 GL1389  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 GL1389
 GL1389  HORZ ORDER  -  THIRD
 GL1389
 GL1389.The horizontal coordinates were established by classical geodetic methods
 GL1389.and adjusted by the National Geodetic Survey in February 1996..
 GL1389
 GL1389
 GL1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1389
 GL1389.The geoid height was determined by GEOID03.
 GL1389
 GL1389;                    North         East     Units Scale Factor Converg.
 GL1389;SPC TX N     - 1,229,017.814   108,718.699   MT  0.99997358   -0 35 13.9
 GL1389;SPC TX N     - 4,032,202.61    356,687.93   sFT  0.99997358   -0 35 13.9
 GL1389;UTM  13      - 3,993,479.789   723,980.027   MT  1.00021818   +1 27 51.9
 GL1389
 GL1389                          SUPERSEDED SURVEY CONTROL
 GL1389
 GL1389  NAD 83(1993)-  36 03 36.46151(N)    102 30 47.55542(W) AD(       ) 4
 GL1389  NAD 83(1993)-  36 03 36.47040(N)    102 30 47.54575(W) AD(       ) 4
 GL1389  NAD 83(1986)-  36 03 36.47146(N)    102 30 47.54398(W) AD(       ) 4
 GL1389  NAD 27      -  36 03 36.35800(N)    102 30 45.84400(W) AD(       ) 3
 GL1389
 GL1389.Superseded values are not recommended for survey control.
 GL1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1389.See file dsdata.txt to determine how the superseded data were derived.
 GL1389
 GL1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2398093480(NAD 83)
 GL1389_MARKER: 42 = RADIO/TV MAST
 GL1389
 GL1389  HISTORY     - Date     Condition        Report By
 GL1389  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1389  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 GL1389
 GL1389                          STATION DESCRIPTION
 GL1389
 GL1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1389'STATION IS LOCATED AT THE SOUTHEAST EDGE OF DALHART AND ON THE
 GL1389'EAST SIDE OF U.S. HIGHWAY 87.
 GL1389'
 GL1389'STATION IS A STRUCTURAL STEEL MAST, ALTERNATELY PAINTED ORANGE
 GL1389'AND WHITE, THAT IS 195 FEET IN HEIGHT.  THE TOP OF THE MAST
 GL1389'WAS INTERSECTED.
 GL1389
 GL1389                          STATION RECOVERY (2004)
 GL1389
 GL1389'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 GL1389'MARK NOT FOUND.  ACCORDING TO A LOCAL RESIDENT, THE TOWER WAS TORN
 GL1389'DOWN 10-12 YEARS AGO.  THE TOWER WAS LOCATED IN WHAT IS NOW HIS BACK
 GL1389'YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1387 ***********************************************************************
 GL1387  DESIGNATION -  DALHART ROCK ISLAND RR SAND TK
 GL1387  PID         -  GL1387
 GL1387  STATE/COUNTY-  TX/DALLAM
 GL1387  USGS QUAD   -  DALHART WEST (1973)
 GL1387
 GL1387                         *CURRENT SURVEY CONTROL
 GL1387  ___________________________________________________________________
 GL1387* NAD 83(1993)-  36 04 19.01805(N)    102 30 46.84130(W)     ADJUSTED  
 GL1387* NAVD 88     -                                                        
 GL1387  ___________________________________________________________________
 GL1387  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 GL1387  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 GL1387
 GL1387  HORZ ORDER  -  THIRD
 GL1387
 GL1387.The horizontal coordinates were established by classical geodetic methods
 GL1387.and adjusted by the National Geodetic Survey in February 1996..
 GL1387
 GL1387
 GL1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1387
 GL1387.The geoid height was determined by GEOID03.
 GL1387
 GL1387;                    North         East     Units Scale Factor Converg.
 GL1387;SPC TX N     - 1,230,329.212   108,749.983   MT  0.99997592   -0 35 13.5
 GL1387;SPC TX N     - 4,036,505.09    356,790.57   sFT  0.99997592   -0 35 13.5
 GL1387;UTM  13      - 3,994,791.785   723,964.334   MT  1.00021810   +1 27 53.8
 GL1387
 GL1387                          SUPERSEDED SURVEY CONTROL
 GL1387
 GL1387  NAD 83(1993)-  36 04 19.01835(N)    102 30 46.84247(W) AD(       ) 4
 GL1387  NAD 83(1993)-  36 04 19.02749(N)    102 30 46.83268(W) AD(       ) 4
 GL1387  NAD 83(1986)-  36 04 19.02714(N)    102 30 46.83066(W) AD(       ) 4
 GL1387  NAD 27      -  36 04 18.91300(N)    102 30 45.13700(W) AD(       ) 3
 GL1387
 GL1387.Superseded values are not recommended for survey control.
 GL1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1387.See file dsdata.txt to determine how the superseded data were derived.
 GL1387
 GL1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2396494792(NAD 83)
 GL1387_MARKER: 53 = ELEVATED TANK
 GL1387
 GL1387  HISTORY     - Date     Condition        Report By
 GL1387  HISTORY     - 1953     FIRST OBSERVED   CGS
 GL1387
 GL1387                          STATION DESCRIPTION
 GL1387
 GL1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1387'THE TANK IS LOCATED IN THE NORTHEAST EDGE OF DALHART, ABOUT
 GL1387'1/4 MILE NORTH NORTHEAST OF THE ROCK ISLAND RAILROAD DEPOT.
 GL1387'
 GL1387'THE TANK IS A SMALL, BLACK, STEEL TANK MOUNTED ON TOP OF A FOUR
 GL1387'LEGGED STEEL STRUCTURE, AND IS ABOUT 40 FEET HIGH.  THE BALL
 GL1387'ON TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1351 ***********************************************************************
 GL1351  DESIGNATION -  DALL
 GL1351  PID         -  GL1351
 GL1351  STATE/COUNTY-  TX/DALLAM
 GL1351  USGS QUAD   -  KERRICK (1964)
 GL1351
 GL1351                         *CURRENT SURVEY CONTROL
 GL1351  ___________________________________________________________________
 GL1351* NAD 83(1993)-  36 26 13.72190(N)    102 10 31.32897(W)     ADJUSTED  
 GL1351* NAVD 88     -      1166.     (meters)    3825.     (feet)  VERTCON   
 GL1351  ___________________________________________________________________
 GL1351  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 GL1351  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 GL1351
 GL1351  HORZ ORDER  -  SECOND
 GL1351
 GL1351.The horizontal coordinates were established by classical geodetic methods
 GL1351.and adjusted by the National Geodetic Survey in February 1996..
 GL1351
 GL1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1351
 GL1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1351
 GL1351.The geoid height was determined by GEOID03.
 GL1351
 GL1351;                    North         East     Units Scale Factor Converg.
 GL1351;SPC TX N     - 1,270,592.793   139,440.354   MT  1.00006909   -0 23 29.0
 GL1351;SPC TX N     - 4,168,603.19    457,480.56   sFT  1.00006909   -0 23 29.0
 GL1351;SPC OK N     -   167,505.731   225,753.658   MT  0.99995645   -2 27 50.7
 GL1351;SPC OK N     -   549,558.39    740,660.13   sFT  0.99995645   -2 27 50.7
 GL1351;UTM  13      - 4,036,144.606   753,195.324   MT  1.00038993   +1 40 42.8
 GL1351
 GL1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1351!SPC TX N     -   0.99982103  x   1.00006909  =   0.99989011
 GL1351!SPC OK N     -   0.99982103  x   0.99995645  =   0.99977749
 GL1351!UTM  13      -   0.99982103  x   1.00038993  =   1.00021089
 GL1351
 GL1351:                Primary Azimuth Mark                     Grid Az
 GL1351:SPC TX N     -  DALL AZ MK                               142 24 23.8
 GL1351:SPC OK N     -  DALL AZ MK                               144 28 45.5
 GL1351:UTM  13      -  DALL AZ MK                               140 20 12.0
 GL1351
 GL1351|---------------------------------------------------------------------|
 GL1351| PID    Reference Object                     Distance      Geod. Az  |
 GL1351|                                                           dddmmss.s |
 GL1351| CM7907 DALL AZ MK                                         1420054.8 |
 GL1351| CM7908 DALL RM 1                            33.904 METERS 20548     |
 GL1351| CM7909 DALL RM 2                             7.612 METERS 33229     |
 GL1351|---------------------------------------------------------------------|
 GL1351
 GL1351                          SUPERSEDED SURVEY CONTROL
 GL1351
 GL1351  NAD 83(1993)-  36 26 13.72181(N)    102 10 31.32924(W) AD(       ) 2
 GL1351  NAD 83(1986)-  36 26 13.73352(N)    102 10 31.31810(W) AD(       ) 2
 GL1351  NAD 27      -  36 26 13.63300(N)    102 10 29.68700(W) AD(       ) 2
 GL1351  NGVD 29 (07/19/86) 1165.     (m)         3822.     (f) VERT ANG       
 GL1351
 GL1351.Superseded values are not recommended for survey control.
 GL1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1351.See file dsdata.txt to determine how the superseded data were derived.
 GL1351
 GL1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA5319536145(NAD 83)
 GL1351_MARKER: DS = TRIANGULATION STATION DISK
 GL1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1351_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1351
 GL1351  HISTORY     - Date     Condition        Report By
 GL1351  HISTORY     - 1953     MONUMENTED       CGS
 GL1351  HISTORY     - 1962     GOOD             USGS
 GL1351  HISTORY     - 1964     SEE DESCRIPTION  CGS
 GL1351  HISTORY     - 1966     GOOD             CGS
 GL1351
 GL1351                          STATION DESCRIPTION
 GL1351
 GL1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1351'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF U.S. HIGHWAY
 GL1351'287, ABOUT 9 MILES AIRLINE NORTHWEST OF STRATFORD AND ABOUT
 GL1351'5 MILES AIRLINE SOUTHEAST OF KERRICK.
 GL1351'
 GL1351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND 287
 GL1351'IN THE SOUTHWEST PART OF STRATFORD, GO NORTHWEST ON U.S.
 GL1351'HIGHWAY 287 FOR 8.2 MILES TO THE DALLAM-SHERMAN COUNTY LINE
 GL1351'MARKED BY A WHITE POST AND THE AZIMUTH MARK ON THE LEFT.  KEEP
 GL1351'STRAIGHT AHEAD ON THE HIGHWAY AND GO 1.1 MILES TO THE TOP OF A
 GL1351'SLIGHT RISE AND THE STATION ON THE RIGHT.
 GL1351'
 GL1351'THE STATION MARK IS A STANDARD DISK STAMPED, DALL 1953 SET
 GL1351'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 1
 GL1351'INCH ABOVE THE GROUND.  IT IS 5 FEET SOUTH OF A WHITE WITNESS
 GL1351'POST, 6 FEET SOUTHWEST OF A FENCE LINE, AND 44 FEET NORTHEAST
 GL1351'OF THE CENTERLINE OF THE HIGHWAY.
 GL1351'
 GL1351'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, DALL NO
 GL1351'1 1953 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GL1351'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 6 FEET NORTHWEST OF A
 GL1351'POWERLINE POLE WITH A TRIANGULAR BLAZE, 50 FEET SOUTHWEST OF
 GL1351'THE CENTERLINE OF THE HIGHWAY, AND THE SAME ELEVATION AS THE
 GL1351'STATION.
 GL1351'
 GL1351'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, DALL NO
 GL1351'2 1953 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GL1351'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 1 FOOT SOUTHWEST OF A
 GL1351'FENCE LINE, 49 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 GL1351'AND 1 FOOT HIGHER THAN THE STATION.
 GL1351'
 GL1351'THE AZIMUTH MARK IS LOCATED ON THE SOUTHWEST SIDE OF U.S.
 GL1351'HIGHWAY 287 AND IS A STANDARD DISK STAMPED, DALL 1953 SET
 GL1351'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH WITH
 GL1351'THE GROUND.  IT IS 49 FEET SOUTHWEST OF THE CENTERLINE OF
 GL1351'THE HIGHWAY AND 2 FEET WEST OF A WHITE POST LETTERED, DALLAM
 GL1351'SHERMAN.
 GL1351
 GL1351                          STATION RECOVERY (1962)
 GL1351
 GL1351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GL1351'STATION HAS BEEN DISTURBED.  IT HAS BEEN HIT AND IS TILTED
 GL1351'TO ONE SIDE.
 GL1351
 GL1351                          STATION RECOVERY (1964)
 GL1351
 GL1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 GL1351'THE STATION MARK WAS FOUND TO BE DISTURBED.  REFERENCE MARK
 GL1351'NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD
 GL1351'CONDITION.  THE SUB-STATION MARK WAS FOUND TO BE IN GOOD
 GL1351'CONDITION.  THE UNDERGROUND MARK WAS HELD INTACT THE SURFACE
 GL1351'STATION MARK WAS REINFORCED IN THE PRECISE ORIGINAL POSITION.
 GL1351'
 GL1351'THE ORIGINAL DESCRIPTION AND THE TO REACH THE STATION WAS
 GL1351'FOUND TO BE ADEQUATE FOR RECOVERY.
 GL1351
 GL1351                          STATION RECOVERY (1966)
 GL1351
 GL1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 GL1351'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE
 GL1351'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 GL1351'DESCRIPTION WAS FOUND TO BE ADEQUATE WITH THE EXCEPTION
 GL1351'FOR RECOVERY OF THE AZIMUTH MARK AND ROUTE TO REACH THE
 GL1351'STATION.  ADDITIONAL MEASUREMENTS WERE MADE FOR FUTURE
 GL1351'RECOVERY AND A NEW TO REACH ARE AS FOLLOWS--
 GL1351'
 GL1351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54-87
 GL1351'AND FARM ROAD 297 IN DALHART, GO EAST ON FARM ROAD 297 FOR
 GL1351'11.0 MILES TO THE JUNCTION OF FARM ROAD 807.  TURN RIGHT, SOUTH,
 GL1351'GO 1.6 MILES ON FARM ROAD 807 TO THE JUNCTION OF FARM ROAD 281.
 GL1351'TURN LEFT, EASTERLY, GO 7.2 MILES TO A CROSSROAD INTERSECTION
 GL1351'AT THE EXUM SIDING.  TURN LEFT, GO 0.1 MILE TO THE RAILROAD
 GL1351'CROSSING AND STATION ON THE LEFT.
 GL1351'
 GL1351'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON DIRT
 GL1351'ROAD 0.5 MILE TO WHERE THE ROAD MAKES A JOG TO THE LEFT AND
 GL1351'AZIMUTH MARK ON THE RIGHT.
 GL1351'
 GL1351'STATION MARK, A STANDARD DISK, STAMPED EXUM 1953, IS SET IN A
 GL1351'ROUND CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.  IT IS
 GL1351'15 FEET EAST OF A POWER LINE POLE, AND 7 FEET WEST OF THE
 GL1351'PLATEAU NATIONAL GAS COMPANY SIGN POST.
 GL1351'
 GL1351'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED EXUM NO 1
 GL1351'1953, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 1
 GL1351'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 46 FEET NORTH OF
 GL1351'THE NORTH RAIL OF THE CHICAGO ROCK ISLAND AND PACIFIC
 GL1351'RAILROAD TRACKS AND 2 FEET SOUTH OF THE LINE OF POWER LINE
 GL1351'POLES RUNNING EAST AND WEST.
 GL1351'
 GL1351'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED EXUM NO 2
 GL1351'1953, IS SET IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 GL1351'IT IS IN THE NORTHWEST ANGLE OF A T-ROAD JUNCTION AND BETWEEN
 GL1351'A TELEPHONE POLE AND THE GUY WIRE.
 GL1351'
 GL1351'AZIMUTH MARK, A STANDARD DISK, STAMPED EXUM 1953, IS SET IN
 GL1351'A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 GL1351'GROUND.  IT IS AT THE SOUTHWEST CORNER OF PASTURE LAND, 3.5
 GL1351'FEET EAST OF A CORNER FENCE POST AND 1 FOOT SOUTH OF A METAL
 GL1351'WITNESS POST.
 GL1351'
 GL1351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19 MILES
 GL1351'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1233 ***********************************************************************
 CS1233  DESIGNATION -  DALLAS
 CS1233  PID         -  CS1233
 CS1233  STATE/COUNTY-  TX/DALLAS
 CS1233  USGS QUAD   -  DALLAS (1981)
 CS1233
 CS1233                         *CURRENT SURVEY CONTROL
 CS1233  ___________________________________________________________________
 CS1233* NAD 83(1993)-  32 46 33.93381(N)    096 48 58.23874(W)     ADJUSTED  
 CS1233* NAVD 88     -       130.408  (meters)     427.85   (feet)  ADJUSTED  
 CS1233  ___________________________________________________________________
 CS1233  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 CS1233  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS1233  DYNAMIC HT  -         130.259 (meters)     427.36  (feet)  COMP
 CS1233  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 CS1233
 CS1233  HORZ ORDER  -  FIRST
 CS1233  VERT ORDER  -  FIRST     CLASS II
 CS1233
 CS1233.The horizontal coordinates were established by classical geodetic methods
 CS1233.and adjusted by the National Geodetic Survey in February 1996..
 CS1233
 CS1233.The orthometric height was determined by differential leveling
 CS1233.and adjusted by the National Geodetic Survey in June 1991..
 CS1233
 CS1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1233
 CS1233.The geoid height was determined by GEOID03.
 CS1233
 CS1233.The dynamic height is computed by dividing the NAVD 88
 CS1233.geopotential number by the normal gravity value computed on the
 CS1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1233.degrees latitude (g = 980.6199 gals.).
 CS1233
 CS1233.The modeled gravity was interpolated from observed gravity values.
 CS1233
 CS1233;                    North         East     Units Scale Factor Converg.
 CS1233;SPC TXNC     - 2,124,288.166   757,729.859   MT  0.99988412   +0 55 06.1
 CS1233;SPC TXNC     - 6,969,435.42  2,485,985.38   sFT  0.99988412   +0 55 06.1
 CS1233;UTM  14      - 3,628,575.826   704,537.986   MT  1.00011588   +1 10 57.5
 CS1233
 CS1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1233!SPC TXNC     -   0.99998369  x   0.99988412  =   0.99986782
 CS1233!UTM  14      -   0.99998369  x   1.00011588  =   1.00009957
 CS1233
 CS1233|---------------------------------------------------------------------|
 CS1233| PID    Reference Object                     Distance      Geod. Az  |
 CS1233|                                                           dddmmss.s |
 CS1233| CS1234 DALLAS RM 1                          50.978 METERS 07632     |
 CS1233| CS1235 DALLAS RM 2                          37.323 METERS 16506     |
 CS1233| CS1232 DALLAS AZ MK                                       2545204.6 |
 CS1233|---------------------------------------------------------------------|
 CS1233
 CS1233                          SUPERSEDED SURVEY CONTROL
 CS1233
 CS1233  NAD 83(1993)-  32 46 33.93832(N)    096 48 58.22486(W) AD(       ) 1
 CS1233  NAD 83(1986)-  32 46 33.94021(N)    096 48 58.22125(W) AD(       ) 1
 CS1233  NAD 27      -  32 46 33.47700(N)    096 48 57.22200(W) AD(       ) 1
 CS1233  NGVD 29 (??/??/92)  130.421  (m)          427.89   (f) ADJ UNCH    1 2
 CS1233
 CS1233.Superseded values are not recommended for survey control.
 CS1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1233.See file dsdata.txt to determine how the superseded data were derived.
 CS1233
 CS1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0453828576(NAD 83)
 CS1233_MARKER: DS = TRIANGULATION STATION DISK
 CS1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1233_STAMPING: DALLAS 1947
 CS1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1233+STABILITY: SURFACE MOTION
 CS1233
 CS1233  HISTORY     - Date     Condition        Report By
 CS1233  HISTORY     - 1947     MONUMENTED       CGS
 CS1233  HISTORY     - 1947     GOOD             CGS
 CS1233  HISTORY     - 1958     MARK NOT FOUND   CGS
 CS1233  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1233  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1233
 CS1233                          STATION DESCRIPTION
 CS1233
 CS1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1233'STATION IS ABOUT 5-1/2 MILES EAST NORTHEAST OF GRAND PRAIRIE
 CS1233'AND 1-1/2 MILES WEST SOUTHWEST OF DALLAS NEAR THE SOUTHEAST
 CS1233'END OF THE COMMERCE STREET VIADUCT.  STATION IS 84 FEET WEST
 CS1233'OF SOUTHEASTERN END OF VIADUCT, 49 FEET NORTHWEST OF A POWER
 CS1233'POLE, 25 FEET SOUTH OF THE SOUTH SIDE OF THE BRIDGE AND 8.0
 CS1233'FEET SOUTHWEST OF WHITE WITNESS POST.  THE MARK PROJECTS
 CS1233'ABOUT 2 INCHES AND THE DISK IS STAMPED DALLAS 1947.
 CS1233'
 CS1233'REFERENCE MARK NO. 1 IS 167.25 FEET EAST OF STATION, 84 FEET
 CS1233'EAST OF SOUTHEAST END OF VIADUCT, 33 FEET SOUTH OF SOUTH EDGE
 CS1233'OF COMMERCE STREET AND 5 FEET WEST OF A POWER POLE.  THE
 CS1233'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED DALLAS
 CS1233'NO. 1 1947.
 CS1233'
 CS1233'REFERENCE MARK NO. 2 IS 122.45 FEET SOUTH OF STATION, 147.5
 CS1233'FEET SOUTH OF SOUTH SIDE OF VIADUCT AND IS ON HIGHEST PART
 CS1233'OF A SMALL BANK.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 CS1233'DISK IS STAMPED DALLAS NO. 2 1947.
 CS1233'
 CS1233'AZIMUTH MARK IS 0.35 MILE WEST OF STATION, 25.5 FEET EAST OF
 CS1233'APPROXIMATE CENTERLINE OF BECKLEY STREET, 12 FEET NORTHEAST
 CS1233'OF SOUTHWEST END OF COMMERCE STREET VIADUCT AND 4.6 FEET
 CS1233'SOUTHEAST OF SOUTH CURB OF COMMERCE STREET.  THE MARK IS
 CS1233'FLUSH ON TOP OF A STAUNCTION OF CEMENT GUARD RAIL WITH A
 CS1233'BRONZE PLAQUE IN THE SIDE AND THE DISK IS STAMPED DALLAS 1947.
 CS1233'
 CS1233'TO REACH STATION FROM COURT HOUSE IN DALLAS GO WEST ON MAIN
 CS1233'STREET FOR 0.5 MILE TO EAST END OF COMMERCE STREET VIADUCT AND TO
 CS1233'STATION ON LEFT OR SOUTH OF VIADUCT AS DESCRIBED.  CONTINUE
 CS1233'WEST ACROSS VIADUCT FOR 0.35 MILE TO AZIMUTH MARK ON LEFT
 CS1233'OR SOUTH OF COMMERCE STREET AS DESCRIBED.
 CS1233'
 CS1233'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS1233
 CS1233                          STATION RECOVERY (1947)
 CS1233
 CS1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS1233'IN DALLAS.
 CS1233'ABOUT 0.5 MILES WEST OF THE DALLAS COUNTY COURTHOUSE AT DALLAS, NEAR
 CS1233'THE EAST END OF THE COMMERCE STREET VIADUCT OVER THE TRINITY RIVER,
 CS1233'54.0 FEET SOUTH OF THE CENTER LINE OF COMMERCE STREET, 48.0 FEET WEST
 CS1233'OF THE EAST END OF THE COMMERCE STREET VIADUCT AND ON TOP OF THE
 CS1233'LEVEE, 8.0 FEET SOUTHWEST OF WHITE WITNESS POST SET IN CONCRETE.  A
 CS1233'BRONZE TRIANGULATION DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS1233'PROJECTS 6.0 INCHES ABOVE THE GROUND.
 CS1233
 CS1233                          STATION RECOVERY (1958)
 CS1233
 CS1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS1233'THE LEVEE AT THE SITE OF THE STATION HAS BEEN FILLED ABOUT
 CS1233'5-6 FEET AND THE STATION AND REFERENCE MARKS ARE NOW LOST.
 CS1233'
 CS1233'THE AZIMUTH MARK ON THE WEST END OF THE BRIDGE IS IN PLACE AS
 CS1233'DESCRIBED AND IS OF VALUE AS A BENCH MARK ONLY.
 CS1233
 CS1233                          STATION RECOVERY (1958)
 CS1233
 CS1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1233'MARK NOT FOUND.
 CS1233
 CS1233                          STATION RECOVERY (1986)
 CS1233
 CS1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1184 ***********************************************************************
 CS1184  DESIGNATION -  DALLAS 1
 CS1184  PID         -  CS1184
 CS1184  STATE/COUNTY-  TX/DALLAS
 CS1184  USGS QUAD   -  DALLAS (1981)
 CS1184
 CS1184                         *CURRENT SURVEY CONTROL
 CS1184  ___________________________________________________________________
 CS1184* NAD 83(1986)-  32 46 35.     (N)    096 48 25.     (W)     SCALED    
 CS1184* NAVD 88     -       130.232  (meters)     427.27   (feet)  ADJUSTED  
 CS1184  ___________________________________________________________________
 CS1184  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CS1184  DYNAMIC HT  -         130.083 (meters)     426.78  (feet)  COMP
 CS1184  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 CS1184
 CS1184  VERT ORDER  -  FIRST     CLASS II
 CS1184
 CS1184.The horizontal coordinates were scaled from a topographic map and have
 CS1184.an estimated accuracy of +/- 6 seconds.
 CS1184
 CS1184.The orthometric height was determined by differential leveling
 CS1184.and adjusted by the National Geodetic Survey in June 1991..
 CS1184.WARNING-Repeat measurements at this control monument indicate possible
 CS1184.vertical movement.
 CS1184
 CS1184.The geoid height was determined by GEOID03.
 CS1184
 CS1184.The dynamic height is computed by dividing the NAVD 88
 CS1184.geopotential number by the normal gravity value computed on the
 CS1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1184.degrees latitude (g = 980.6199 gals.).
 CS1184
 CS1184.The modeled gravity was interpolated from observed gravity values.
 CS1184
 CS1184;                    North         East    Units  Estimated Accuracy
 CS1184;SPC TXNC     - 2,124,340.      758,590.      MT  (+/- 180 meters Scaled)
 CS1184
 CS1184                          SUPERSEDED SURVEY CONTROL
 CS1184
 CS1184  NGVD 29 (??/??/92)  130.240  (m)          427.30   (f) ADJ UNCH    1 2
 CS1184
 CS1184.Superseded values are not recommended for survey control.
 CS1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1184.See file dsdata.txt to determine how the superseded data were derived.
 CS1184
 CS1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB054286(NAD 83)
 CS1184_MARKER: DB = BENCH MARK DISK
 CS1184_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CS1184_SP_SET: FOUNDATION WALL
 CS1184_STAMPING: DALLAS 1 1934
 CS1184_MARK LOGO: CGS   
 CS1184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS1184+STABILITY: POSITION/ELEVATION WELL
 CS1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1184+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 CS1184
 CS1184  HISTORY     - Date     Condition        Report By
 CS1184  HISTORY     - 1934     MONUMENTED       CGS
 CS1184  HISTORY     - 1947     GOOD             NGS
 CS1184  HISTORY     - 1958     GOOD             NGS
 CS1184  HISTORY     - 1986     GOOD             NGS
 CS1184  HISTORY     - 20000212 GOOD             USPSQD
 CS1184  HISTORY     - 20030215 GOOD             GEOCAC
 CS1184
 CS1184                          STATION DESCRIPTION
 CS1184
 CS1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1184'IN DALLAS.
 CS1184'AT DALLAS, DALLAS COUNTY, AT THE NORTHEAST CORNER OF THE UNION
 CS1184'STATION, 81 FEET WEST OF THE CENTER LINE OF HOUSTON STREET, IN THE
 CS1184'EAST SIDE OF A CORNER STONE, AND ABOUT 2 FEET ABOVE THE TOP OF THE
 CS1184'CURB.  A STANDARD DISK, STAMPED DALLAS 1 1934 AND SET VERTICALLY.
 CS1184
 CS1184                          STATION RECOVERY (1958)
 CS1184
 CS1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1184'RECOVERED IN GOOD CONDITION.
 CS1184
 CS1184                          STATION RECOVERY (1986)
 CS1184
 CS1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1184'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DALLAS,
 CS1184'AT THE INTERSECTION OF HOUSTON AND WOOD STREETS, SET VERTICALLY IN THE
 CS1184'EAST FACE OF THE STONE FOUNDATION WALL OF UNION STATION, 24.7 M
 CS1184'(81.0 FT) WEST OF THE CENTERLINE OF HOUSTON STREET, 1.0 M (3.3 FT)
 CS1184'SOUTH THE EXTENDED CENTERLINE OF WOOD STREET, AND 0.2 M (0.7 FT) SOUTH
 CS1184'OF THE NORTHEAST CORNER OF THE BUILDING.
 CS1184'THE MARK IS 0.6 M ABOVE A CURB.
 CS1184
 CS1184                          STATION RECOVERY (2000)
 CS1184
 CS1184'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1184'RECOVERED IN GOOD CONDITION.
 CS1184
 CS1184                          STATION RECOVERY (2003)
 CS1184
 CS1184'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CS1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2780 ***********************************************************************
 CS2780  DESIGNATION -  DALLAS 11 USE 1947
 CS2780  PID         -  CS2780
 CS2780  STATE/COUNTY-  TX/DALLAS
 CS2780  USGS QUAD   -  FERRIS (1968)
 CS2780
 CS2780                         *CURRENT SURVEY CONTROL
 CS2780  ___________________________________________________________________
 CS2780* NAD 83(1993)-  32 32 47.35935(N)    096 39 44.41089(W)     ADJUSTED  
 CS2780* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 CS2780  ___________________________________________________________________
 CS2780  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 CS2780  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CS2780
 CS2780  HORZ ORDER  -  THIRD
 CS2780
 CS2780.The horizontal coordinates were established by classical geodetic methods
 CS2780.and adjusted by the National Geodetic Survey in February 1996..
 CS2780
 CS2780.The orthometric height was scaled from a topographic map.
 CS2780
 CS2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2780
 CS2780.The geoid height was determined by GEOID03.
 CS2780
 CS2780;                    North         East     Units Scale Factor Converg.
 CS2780;SPC TXNC     - 2,099,073.502   772,584.650   MT  0.99991122   +1 00 08.1
 CS2780;SPC TXNC     - 6,886,710.31  2,534,721.47   sFT  0.99991122   +1 00 08.1
 CS2780;UTM  14      - 3,603,422.381   719,510.985   MT  1.00019421   +1 15 29.3
 CS2780
 CS2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2780!SPC TXNC     -   0.99998479  x   0.99991122  =   0.99989601
 CS2780!UTM  14      -   0.99998479  x   1.00019421  =   1.00017899
 CS2780
 CS2780                          SUPERSEDED SURVEY CONTROL
 CS2780
 CS2780  NAD 83(1986)-  32 32 47.36635(N)    096 39 44.39293(W) AD(       ) 3
 CS2780  NAD 27      -  32 32 46.87100(N)    096 39 43.42000(W) AD(       ) 3
 CS2780
 CS2780.Superseded values are not recommended for survey control.
 CS2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2780.See file dsdata.txt to determine how the superseded data were derived.
 CS2780
 CS2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1951103422(NAD 83)
 CS2780_MARKER: DD = SURVEY DISK
 CS2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2780_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2780+STABILITY: SURFACE MOTION
 CS2780
 CS2780  HISTORY     - Date     Condition        Report By
 CS2780  HISTORY     - 1947     MONUMENTED       USE
 CS2780
 CS2780                          STATION DESCRIPTION
 CS2780
 CS2780'DESCRIBED BY US ENGINEERS 1947 (CAG)
 CS2780'THE STATION IS A U.S.E.D. TRIANGULATION DISK CEMENTED IN THE TOP
 CS2780'OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 CS2780'AND THE DISK IS STAMPED, DALLAS 11.  IT IS LOCATED IN A PASTURE ON
 CS2780'THE CREST OF A PROMINENT RIDGE, 85 FEET NORTHWEST OF A FENCE
 CS2780'CORNER AND A WIRE GATE, 40 FEET NORTH OF THE SOUTH EDGE OF THE
 CS2780'RIDGE, AND 20 FEET WEST OF THE EAST EDGE OF THE RIDGE.
 CS2780'
 CS2780'TO REACH FROM THE STOP LIGHT ON U.S. HIGHWAY NO. 80 IN THE VILLAGE
 CS2780'OF FERRIS, GO NORTHWEST ON U.S. HIGHWAY NO. 80 FOR 0.2 MILE, TURN
 CS2780'RIGHT AND GO 0.2 MILE, TURN LEFT AND GO 0.45 MILE TO A HOUSE ON
 CS2780'THE RIGHT AND A BOARD GATE, GO THROUGH GATE, PASSING THROUGH BARN
 CS2780'YARD AND CONTINUE NORTHWEST ACROSS PASTURE LAND FOR 0.15 MILE TO
 CS2780'A FENCE CORNER AND A WIRE GATE.  FROM HERE PACK NORTHWEST FOR 85
 CS2780'FEET TO THE TOP OF RIDGE AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1237 ***********************************************************************
 CS1237  DESIGNATION -  DALLAS 2
 CS1237  PID         -  CS1237
 CS1237  STATE/COUNTY-  TX/DALLAS
 CS1237  USGS QUAD   -  DALLAS (1981)
 CS1237
 CS1237                         *CURRENT SURVEY CONTROL
 CS1237  ___________________________________________________________________
 CS1237* NAD 83(1986)-  32 46 59.     (N)    096 47 53.     (W)     SCALED    
 CS1237* NAVD 88     -       138.752  (meters)     455.22   (feet)  ADJUSTED  
 CS1237  ___________________________________________________________________
 CS1237  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CS1237  DYNAMIC HT  -         138.593 (meters)     454.70  (feet)  COMP
 CS1237  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CS1237
 CS1237  VERT ORDER  -  FIRST     CLASS II
 CS1237
 CS1237.The horizontal coordinates were scaled from a topographic map and have
 CS1237.an estimated accuracy of +/- 6 seconds.
 CS1237
 CS1237.The orthometric height was determined by differential leveling
 CS1237.and adjusted by the National Geodetic Survey in June 1991..
 CS1237
 CS1237.The geoid height was determined by GEOID03.
 CS1237
 CS1237.The dynamic height is computed by dividing the NAVD 88
 CS1237.geopotential number by the normal gravity value computed on the
 CS1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1237.degrees latitude (g = 980.6199 gals.).
 CS1237
 CS1237.The modeled gravity was interpolated from observed gravity values.
 CS1237
 CS1237;                    North         East    Units  Estimated Accuracy
 CS1237;SPC TXNC     - 2,125,090.      759,420.      MT  (+/- 180 meters Scaled)
 CS1237
 CS1237                          SUPERSEDED SURVEY CONTROL
 CS1237
 CS1237  NGVD 29 (??/??/92)  138.751  (m)          455.22   (f) ADJ UNCH    1 2
 CS1237
 CS1237.Superseded values are not recommended for survey control.
 CS1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1237.See file dsdata.txt to determine how the superseded data were derived.
 CS1237
 CS1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB062293(NAD 83)
 CS1237_MARKER: DB = BENCH MARK DISK
 CS1237_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CS1237_SP_SET: FOUNDATION WALL
 CS1237_STAMPING: DALLAS 2 1934 455.232
 CS1237_MARK LOGO: CGS   
 CS1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS1237+STABILITY: POSITION/ELEVATION WELL
 CS1237
 CS1237  HISTORY     - Date     Condition        Report By
 CS1237  HISTORY     - 1934     MONUMENTED       CGS
 CS1237  HISTORY     - 1947     GOOD             NGS
 CS1237  HISTORY     - 1958     GOOD             NGS
 CS1237  HISTORY     - 1986     GOOD             NGS
 CS1237  HISTORY     - 20000212 GOOD             USPSQD
 CS1237
 CS1237                          STATION DESCRIPTION
 CS1237
 CS1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1237'IN DALLAS.
 CS1237'AT DALLAS, DALLAS COUNTY, AT THE CORNER OF BRYAN AND ERVAY STREETS, IN
 CS1237'THE SOUTHWEST CORNER OF THE POST OFFICE, IN THE FACE OF THE CORNER
 CS1237'STONE, AND ABOUT 3-1/2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 CS1237'STAMPED DALLAS 2 1934 AND SET VERTICALLY.
 CS1237
 CS1237                          STATION RECOVERY (1958)
 CS1237
 CS1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1237'RECOVERED IN GOOD CONDITION.
 CS1237
 CS1237                          STATION RECOVERY (1986)
 CS1237
 CS1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1237'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DALLAS,
 CS1237'AT THE INTERSECTION OF ERVAY AND BRYAN STREETS, SET VERTICALLY IN THE
 CS1237'SOUTH FACE OF THE CONCRETE FOUNDATION WALL OF THE FEDERAL BUILDING AND
 CS1237'POST OFFICE, 15.1 M (49.5 FT) WEST OF THE CENTERLINE OF ERVAY STREET,
 CS1237'11.9 M (39.0 FT) NORTH OF THE CENTERLINE OF BRYAN STREET, AND 1.0 M
 CS1237'(3.3 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 CS1237'THE MARK IS 1.1 M ABOVE THE GROUND.
 CS1237
 CS1237                          STATION RECOVERY (2000)
 CS1237
 CS1237'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1238 ***********************************************************************
 CS1238  DESIGNATION -  DALLAS 3
 CS1238  PID         -  CS1238
 CS1238  STATE/COUNTY-  TX/DALLAS
 CS1238  USGS QUAD   -  DALLAS (1981)
 CS1238
 CS1238                         *CURRENT SURVEY CONTROL
 CS1238  ___________________________________________________________________
 CS1238* NAD 83(1986)-  32 46 53.     (N)    096 47 37.     (W)     SCALED    
 CS1238* NAVD 88     -       141.127  (meters)     463.01   (feet)  ADJUSTED  
 CS1238  ___________________________________________________________________
 CS1238  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CS1238  DYNAMIC HT  -         140.966 (meters)     462.49  (feet)  COMP
 CS1238  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 CS1238
 CS1238  VERT ORDER  -  FIRST     CLASS II
 CS1238
 CS1238.The horizontal coordinates were scaled from a topographic map and have
 CS1238.an estimated accuracy of +/- 6 seconds.
 CS1238
 CS1238.The orthometric height was determined by differential leveling
 CS1238.and adjusted by the National Geodetic Survey in June 1991..
 CS1238
 CS1238.The geoid height was determined by GEOID03.
 CS1238
 CS1238.The dynamic height is computed by dividing the NAVD 88
 CS1238.geopotential number by the normal gravity value computed on the
 CS1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1238.degrees latitude (g = 980.6199 gals.).
 CS1238
 CS1238.The modeled gravity was interpolated from observed gravity values.
 CS1238
 CS1238;                    North         East    Units  Estimated Accuracy
 CS1238;SPC TXNC     - 2,124,910.      759,830.      MT  (+/- 180 meters Scaled)
 CS1238
 CS1238                          SUPERSEDED SURVEY CONTROL
 CS1238
 CS1238  NGVD 29 (??/??/92)  141.131  (m)          463.03   (f) ADJ UNCH    1 2
 CS1238
 CS1238.Superseded values are not recommended for survey control.
 CS1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1238.See file dsdata.txt to determine how the superseded data were derived.
 CS1238
 CS1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB066292(NAD 83)
 CS1238_MARKER: DB = BENCH MARK DISK
 CS1238_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CS1238_SP_SET: FOUNDATION WALL
 CS1238_STAMPING: DALLAS 3 1934
 CS1238_MARK LOGO: CGS   
 CS1238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS1238+STABILITY: POSITION/ELEVATION WELL
 CS1238
 CS1238  HISTORY     - Date     Condition        Report By
 CS1238  HISTORY     - 1934     MONUMENTED       CGS
 CS1238  HISTORY     - 1947     GOOD             NGS
 CS1238  HISTORY     - 1958     GOOD             NGS
 CS1238  HISTORY     - 1986     GOOD             NGS
 CS1238  HISTORY     - 20000212 GOOD             USPSQD
 CS1238
 CS1238                          STATION DESCRIPTION
 CS1238
 CS1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1238'IN DALLAS.
 CS1238'AT DALLAS, DALLAS COUNTY, AT THE CORNER OF MAIN AND HARWOOD STREETS,
 CS1238'IN THE NORTHWEST CORNER OF THE MUNICIPAL BUILDING, AND ABOUT 1 FOOT
 CS1238'ABOVE THE GROUND.  A STANDARD DISK, STAMPED DALLAS 3 1934 AND SET
 CS1238'VERTICALLY.
 CS1238
 CS1238                          STATION RECOVERY (1958)
 CS1238
 CS1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1238'RECOVERED IN GOOD CONDITION.
 CS1238
 CS1238                          STATION RECOVERY (1986)
 CS1238
 CS1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1238'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DALLAS,
 CS1238'AT THE INTERSECTION OF MAIN AND HARWOOD STREETS, SET VERTICALLY IN THE
 CS1238'WEST FACE OF THE CONCRETE FOUNDATION WALL OF THE MUNICIPAL BUILDING,
 CS1238'15.2 M (49.9 FT) SOUTH OF THE CENTERLINE OF MAIN STREET, 15.1 M (49.5
 CS1238'FT) EAST OF THE CENTERLINE OF HARWOOD STREET, AND 1.0 M (3.3 FT) SOUTH
 CS1238'OF THE NORTHWEST CORNER OF THE BUILDING.
 CS1238'THE MARK IS 0.1 M ABOVE THE GROUND.
 CS1238
 CS1238                          STATION RECOVERY (2000)
 CS1238
 CS1238'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2823 ***********************************************************************
 CS2823  DESIGNATION -  DALLAS 5=COCKRELL
 CS2823  PID         -  CS2823
 CS2823  STATE/COUNTY-  TX/DALLAS
 CS2823  USGS QUAD   -  DUNCANVILLE (1981)
 CS2823
 CS2823                         *CURRENT SURVEY CONTROL
 CS2823  ___________________________________________________________________
 CS2823* NAD 83(1993)-  32 43 44.53529(N)    096 53 10.98259(W)     ADJUSTED  
 CS2823* NAVD 88     -       208.38   (+/-2cm)     683.7    (feet)  VERTCON   
 CS2823  ___________________________________________________________________
 CS2823  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 CS2823  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CS2823
 CS2823  HORZ ORDER  -  FIRST
 CS2823  VERT ORDER  -  THIRD ? (See Below)
 CS2823
 CS2823.The horizontal coordinates were established by classical geodetic methods
 CS2823.and adjusted by the National Geodetic Survey in February 1996..
 CS2823
 CS2823.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2823.The vertical order pertains to the NGVD 29 superseded value.
 CS2823
 CS2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2823
 CS2823.The geoid height was determined by GEOID03.
 CS2823
 CS2823;                    North         East     Units Scale Factor Converg.
 CS2823;SPC TXNC     - 2,118,967.745   751,234.017   MT  0.99988838   +0 52 48.2
 CS2823;SPC TXNC     - 6,951,980.01  2,464,673.60   sFT  0.99988838   +0 52 48.2
 CS2823;UTM  14      - 3,623,224.425   698,065.315   MT  1.00008375   +1 08 35.3
 CS2823
 CS2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2823!SPC TXNC     -   0.99997149  x   0.99988838  =   0.99985987
 CS2823!UTM  14      -   0.99997149  x   1.00008375  =   1.00005523
 CS2823
 CS2823:                Primary Azimuth Mark                     Grid Az
 CS2823:SPC TXNC     -  LETOT                                    000 55 25.4
 CS2823:UTM  14      -  LETOT                                    000 39 38.3
 CS2823
 CS2823|---------------------------------------------------------------------|
 CS2823| PID    Reference Object                     Distance      Geod. Az  |
 CS2823|                                                           dddmmss.s |
 CS2823| CS1008 LETOT                               APPROX.14.4 KM 0014813.6 |
 CS2823| CS1100 COCKRELL RM 1                        45.906 METERS 06203     |
 CS2823| CS2794 BECKLEY DALLAS WATER CO TANK        APPROX. 7.2 KM 1034404.5 |
 CS2823| CS2821 COCKRELL HILL MUN STANDPIPE          14.590 METERS 20132     |
 CS2823| CS1098 COCKRELL AZ MK                                     2763823.2 |
 CS2823| CS2813 NAVAL AIR STATION WATER TANK        APPROX. 7.0 KM 2765052.9 |
 CS2823| CS1101 COCKRELL RM 2                        45.153 METERS 29901     |
 CS2823| CS2875 IRVING MUNICIPAL TANK               APPROX.10.8 KM 3291946.5 |
 CS2823| CS2820 COCKRELL HILL CATH ORPHANS TK       APPROX. 2.1 KM 3422210.6 |
 CS2823|---------------------------------------------------------------------|
 CS2823
 CS2823                          SUPERSEDED SURVEY CONTROL
 CS2823
 CS2823  NAD 83(1986)-  32 43 44.54144(N)    096 53 10.96492(W) AD(       ) 1
 CS2823  NAD 27      -  32 43 44.06800(N)    096 53 09.95700(W) AD(       ) 1
 CS2823  NGVD 29 (07/19/86)  208.39   (m)          683.7    (f) LEVELING    3  
 CS2823
 CS2823.Superseded values are not recommended for survey control.
 CS2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2823.See file dsdata.txt to determine how the superseded data were derived.
 CS2823
 CS2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9806523224(NAD 83)
 CS2823_MARKER: DB = BENCH MARK DISK
 CS2823_SETTING: 0 = UNSPECIFIED SETTING
 CS2823
 CS2823  HISTORY     - Date     Condition        Report By
 CS2823  HISTORY     - 1947     MONUMENTED       USE
 CS2823  HISTORY     - 1955     GOOD             CGS
 CS2823  HISTORY     - 1963     GOOD             CGS
 CS2823
 CS2823                          STATION DESCRIPTION
 CS2823
 CS2823'DESCRIBED BY US ENGINEERS 1947 (FRG)
 CS2823'STATION IS LOCATED ABOUT 7-1/2 MILES EAST SOUTHEAST OF GRAND
 CS2823'PRAIRIE, 6-1/2 MILES SOUTHWEST OF DALLAS AND IS NEAR THE
 CS2823'COCKRELL HILL MUNICIPAL STANDPIPE IN THE VILLAGE OF COCKRELL HILL.
 CS2823'
 CS2823'STATION IS 60 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 CS2823'GLENHAVEN STREET AND 28 FEET NORTHEAST OF THE NORTH EDGE OF
 CS2823'THE COCKRELL HILL STANDPIPE.  THE MARK IS ABOUT 12 INCHES
 CS2823'BELOW THE SURFACE OF THE GROUND AND THE DISK IS A STANDARD
 CS2823'U.S.E.D. B.M. STAMPED DALLAS 5.
 CS2823'
 CS2823'REFERENCE MARK NO. 1 IS 150.61 FEET NORTHEAST OF STATION
 CS2823'AND 13 FEET NORTH OF THE APPROXIMATE CENTERLINE OF GLENHAVEN
 CS2823'STREET.  THE DISK IS SET IN THE NORTH CURB OF GLENHAVEN STREET
 CS2823'AND IS FLUSH WITH CURB.  THE DISK IS STAMPED COCKRELL NO.
 CS2823'1 1947.
 CS2823'
 CS2823'REFERENCE MARK NO. 2 IS 148.14 FEET NORTHWEST OF STATION
 CS2823'AND 13 FEET NORTH OF THE APPROXIMATE CENTERLINE OF GLENHAVEN
 CS2823'STREET.  THE DISK IS SET IN THE NORTH CURB OF GLENHAVEN
 CS2823'STREET AND IS FLUSH WITH CURB.  DISK IS STAMPED COCKRELL
 CS2823'NO. 2 1947.
 CS2823'
 CS2823'AZIMUTH MARK IS 0.15 MILE WEST OF STATION, 45 FEET NORTHWEST
 CS2823'OF THE INTERSECTION OF GLENHAVEN STREET AND SUNNYSIDE STREET,
 CS2823'36 FEET WEST OF SUNNYSIDE STREET AND 26 FEET NORTH OF GLENHAVEN
 CS2823'STREET.  THE DISK IS SET IN THE NORTHWEST CURB OF INTERSECTION
 CS2823'AND IS FLUSH WITH CURB.  DISK IS STAMPED COCKRELL 1947.
 CS2823'
 CS2823'TO REACH STATION FROM POST OFFICE IN GRAND PRAIRIE, GO EAST
 CS2823'ON U.S. HIGHWAY NO. 80 FOR 6.7 MILES TO INTERSECTION OF
 CS2823'DUNCANVILLE ROAD SOUTH, JUST EAST OF CATHOLIC ORPHANS HOME.
 CS2823'TURN RIGHT AND GO SOUTH ON DUNCANVILLE ROAD FOR 1.5 MILES
 CS2823'TO INTERSECTION OF GLENHAVEN STREET EAST, IN VILLAGE OF COCKRELL
 CS2823'HILL.  TURN LEFT AND GO EAST 0.2 MILE TO AZIMUTH MARK ON
 CS2823'LEFT AS DESCRIBED.  CONTINUE EAST ON GLENHAVEN STREET FOR
 CS2823'0.15 MILE TO STATION ON RIGHT OR SOUTH OF STREET AS DESCRIBED.
 CS2823'
 CS2823'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CS2823
 CS2823                          STATION RECOVERY (1955)
 CS2823
 CS2823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS2823'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CS2823'AS DESCRIBED.
 CS2823
 CS2823                          STATION RECOVERY (1963)
 CS2823
 CS2823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2823'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CS2823'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 CS2823'MARK NO. 1 WAS NOT FOUND.  IT IS BELIEVED THE MARK WAS LOST
 CS2823'WHEN THE CURB WAS TORE OUT FOR THE ENTRANCE OF A DRIVEWAY.
 CS2823'THE STATION IS NOW IN THE LOT WHICH A HIGH WOOVEN WIRE FENCE
 CS2823'ENCLOSES THE COCKRELL HILL MUNICIPAL STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1329 ***********************************************************************
 CR1329  DESIGNATION -  DALLAS ATLANTA AIRWAY BEACON 9
 CR1329  PID         -  CR1329
 CR1329  STATE/COUNTY-  TX/VAN ZANDT
 CR1329  USGS QUAD   -  FRUITVALE (1962)
 CR1329
 CR1329                         *CURRENT SURVEY CONTROL
 CR1329  ___________________________________________________________________
 CR1329* NAD 83(1993)-  32 43 11.23472(N)    095 47 39.34031(W)     ADJUSTED  
 CR1329* NAVD 88     -                                                        
 CR1329  ___________________________________________________________________
 CR1329  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CR1329  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CR1329
 CR1329  HORZ ORDER  -  THIRD
 CR1329
 CR1329.The horizontal coordinates were established by classical geodetic methods
 CR1329.and adjusted by the National Geodetic Survey in February 1996..
 CR1329
 CR1329
 CR1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1329
 CR1329.The geoid height was determined by GEOID03.
 CR1329
 CR1329;                    North         East     Units Scale Factor Converg.
 CR1329;SPC TXNC     - 2,120,046.537   853,600.134   MT  0.99988929   +1 28 32.5
 CR1329;SPC TXNC     - 6,955,519.35  2,800,519.77   sFT  0.99988929   +1 28 32.5
 CR1329;UTM  15      - 3,623,676.832   238,106.292   MT  1.00044583   -1 30 40.5
 CR1329
 CR1329                          SUPERSEDED SURVEY CONTROL
 CR1329
 CR1329  NAD 83(1986)-  32 43 11.24214(N)    095 47 39.32733(W) AD(       ) 4
 CR1329  NAD 27      -  32 43 10.78300(N)    095 47 38.45600(W) AD(       ) 3
 CR1329
 CR1329.Superseded values are not recommended for survey control.
 CR1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1329.See file dsdata.txt to determine how the superseded data were derived.
 CR1329
 CR1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS3810623677(NAD 83)
 CR1329_MARKER: 22 = AIRWAY BEACON
 CR1329
 CR1329  HISTORY     - Date     Condition        Report By
 CR1329  HISTORY     - 1935     FIRST OBSERVED   CGS
 CR1329  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1329
 CR1329                          STATION DESCRIPTION
 CR1329
 CR1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1329'THIS STATION IS THE AIRWAY BEACON NO. 9, DALLAS-ATLANTA
 CR1329'AIR LINE.  IT IS LOCATED ON THE LAND OWNED BY J.R. CRAWFORD, ABOUT
 CR1329'60 FEET E OF THE FRUITVILLE-SMALL ROAD, 2.75 MILES NNW OF
 CR1329'FRUITVILLE ON THIS ROAD.  THE BEACON WAS PLACED IN ITS PRESENT
 CR1329'LOCATION IN 1932.
 CR1329'
 CR1329'THE BEACON IS A STANDARD ORANGE AND WHITE 50-FOOT AIRWAY BEACON.
 CR1329
 CR1329                          STATION RECOVERY (1995)
 CR1329
 CR1329'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1232 ***********************************************************************
 CS1232  DESIGNATION -  DALLAS AZ MK
 CS1232  PID         -  CS1232
 CS1232  STATE/COUNTY-  TX/DALLAS
 CS1232  USGS QUAD   -  DALLAS (1981)
 CS1232
 CS1232                         *CURRENT SURVEY CONTROL
 CS1232  ___________________________________________________________________
 CS1232* NAD 83(1986)-  32 46 28.     (N)    096 49 20.     (W)     SCALED    
 CS1232* NAVD 88     -       133.054  (meters)     436.53   (feet)  ADJUSTED  
 CS1232  ___________________________________________________________________
 CS1232  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CS1232  DYNAMIC HT  -         132.902 (meters)     436.03  (feet)  COMP
 CS1232  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 CS1232
 CS1232  VERT ORDER  -  FIRST     CLASS II
 CS1232
 CS1232.The horizontal coordinates were scaled from a topographic map and have
 CS1232.an estimated accuracy of +/- 6 seconds.
 CS1232
 CS1232.The orthometric height was determined by differential leveling
 CS1232.and adjusted by the National Geodetic Survey in June 1991..
 CS1232.WARNING-Repeat measurements at this control monument indicate possible
 CS1232.vertical movement.
 CS1232
 CS1232.The geoid height was determined by GEOID03.
 CS1232
 CS1232.The dynamic height is computed by dividing the NAVD 88
 CS1232.geopotential number by the normal gravity value computed on the
 CS1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1232.degrees latitude (g = 980.6199 gals.).
 CS1232
 CS1232.The modeled gravity was interpolated from observed gravity values.
 CS1232
 CS1232;                    North         East    Units  Estimated Accuracy
 CS1232;SPC TXNC     - 2,124,100.      757,170.      MT  (+/- 180 meters Scaled)
 CS1232
 CS1232                          SUPERSEDED SURVEY CONTROL
 CS1232
 CS1232  NGVD 29 (??/??/92)  133.095  (m)          436.66   (f) ADJ UNCH    1 2
 CS1232
 CS1232.Superseded values are not recommended for survey control.
 CS1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1232.See file dsdata.txt to determine how the superseded data were derived.
 CS1232
 CS1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB039283(NAD 83)
 CS1232_MARKER: DZ = AZIMUTH MARK DISK
 CS1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1232_SP_SET: CONCRETE POST
 CS1232_STAMPING: DALLAS 1947
 CS1232_MARK LOGO: CGS   
 CS1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1232+STABILITY: SURFACE MOTION
 CS1232
 CS1232  HISTORY     - Date     Condition        Report By
 CS1232  HISTORY     - 1947     MONUMENTED       CGS
 CS1232  HISTORY     - 1958     GOOD             NGS
 CS1232  HISTORY     - 1986     GOOD             NGS
 CS1232
 CS1232                          STATION DESCRIPTION
 CS1232
 CS1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1232'IN DALLAS.
 CS1232'ABOUT 0.8 MILE WEST OF THE DALLAS COUNTY COURTHOUSE, AT THE WEST END
 CS1232'OF THE COMMERCE STREET VIADUCT OVER THE TRINITY RIVER, AT THE
 CS1232'INTERSECTION OF COMMERCE STREET AND BECKLEY AVENUE, 100 FEET SOUTH OF
 CS1232'THE CENTER LINE OF COMMERCE STREET, 30 FEET SOUTHEAST OF THE CENTER
 CS1232'LINE OF BECKLEY AVENUE, 4 FEET ABOVE THE SIDEWALK.  A BRONZE DISK SET
 CS1232'IN THE TOP OF A CONCRETE POST BEARING THE BRIDGE NAMEPLATE.
 CS1232
 CS1232                          STATION RECOVERY (1958)
 CS1232
 CS1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1232'RECOVERED IN GOOD CONDITION.
 CS1232
 CS1232                          STATION RECOVERY (1986)
 CS1232
 CS1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2858 ***********************************************************************
 CS2858  DESIGNATION -  DALLAS CITY POLICE RAD KVP TWR
 CS2858  PID         -  CS2858
 CS2858  STATE/COUNTY-  TX/DALLAS
 CS2858  USGS QUAD   -  DALLAS (1981)
 CS2858
 CS2858                         *CURRENT SURVEY CONTROL
 CS2858  ___________________________________________________________________
 CS2858* NAD 83(1993)-  32 46 42.38540(N)    096 45 29.54936(W)     ADJUSTED  
 CS2858* NAVD 88     -                                                        
 CS2858  ___________________________________________________________________
 CS2858  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 CS2858  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS2858
 CS2858  HORZ ORDER  -  THIRD
 CS2858
 CS2858.The horizontal coordinates were established by classical geodetic methods
 CS2858.and adjusted by the National Geodetic Survey in February 1996..
 CS2858
 CS2858
 CS2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2858
 CS2858.The geoid height was determined by GEOID03.
 CS2858
 CS2858;                    North         East     Units Scale Factor Converg.
 CS2858;SPC TXNC     - 2,124,636.991   763,155.249   MT  0.99988392   +0 56 59.9
 CS2858;SPC TXNC     - 6,970,579.86  2,503,785.18   sFT  0.99988392   +0 56 59.9
 CS2858;UTM  14      - 3,628,949.760   709,963.042   MT  1.00014361   +1 12 50.9
 CS2858
 CS2858                          SUPERSEDED SURVEY CONTROL
 CS2858
 CS2858  NAD 83(1993)-  32 46 42.39074(N)    096 45 29.53959(W) AD(       ) 4
 CS2858  NAD 83(1986)-  32 46 42.39205(N)    096 45 29.53184(W) AD(       ) 4
 CS2858  NAD 27      -  32 46 41.92900(N)    096 45 28.53700(W) AD(       ) 3
 CS2858
 CS2858.Superseded values are not recommended for survey control.
 CS2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2858.See file dsdata.txt to determine how the superseded data were derived.
 CS2858
 CS2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0996328950(NAD 83)
 CS2858_MARKER: 43 = RADIO/TV TOWER
 CS2858
 CS2858  HISTORY     - Date     Condition        Report By
 CS2858  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2858  HISTORY     - 1960     GOOD             CGS
 CS2858  HISTORY     - 1985     SEE DESCRIPTION  USPSQD
 CS2858
 CS2858                          STATION DESCRIPTION
 CS2858
 CS2858'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2858'THE STATION IS LOCATED IN THE CITY OF DALLAS IN THE STATE FAIR
 CS2858'GROUNDS WHICH IS BOUNDED BY SECOND AVE. ON THE WEST SIDE.
 CS2858'THE TOWER IS OF STEEL CONSTRUCTION, 212 FEET HIGH, FOUR-LEGGED,
 CS2858'15 FEET WIDE AT THE BASE AND PAINTED WHITE AND ORANGE.  THE TOWER
 CS2858'IS AT THE EAST SIDE OF THE TRANSMITTER BUILDING.
 CS2858'
 CS2858'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TOWER.
 CS2858'
 CS2858'TO REACH THE STATION FROM INTERSECTION OF SECOND AVE. AND FOREST AVE.
 CS2858'ON THE WEST SIDE OF THE STATE FAIR GROUNDS IN DALLAS, GO EAST IN
 CS2858'THE STATE FAIR GROUNDS ON FOREST AVE. FOR 0.3 MILE TO THE STATION
 CS2858'ON THE RIGHT.
 CS2858
 CS2858                          STATION RECOVERY (1960)
 CS2858
 CS2858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 CS2858'THE INTERSECTION STATION WAS RECOVERED.  THE TRANSMITTER HAS
 CS2858'CHANGED ITS CALL LETTERS TO KKB 364.  THE TOWER IS NOT PAINTED.
 CS2858'IT IS 212 FEET IN HEIGHT.
 CS2858'
 CS2858'THERE IS A TOWER APPROXIMATELY 75 FEET SOUTH OF THE STATION WHICH
 CS2858'IS APPROXIMATELY 560 FEET HIGH AND PAINTED IN ALTERNATE SECTIONS
 CS2858'OF RED AND WHITE.  THE NEWER TOWER WRR FM
 CS2858
 CS2858                          STATION RECOVERY (1985)
 CS2858
 CS2858'RECOVERY NOTE BY US POWER SQUADRON 1985 (CES)
 CS2858'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2748 ***********************************************************************
 CS2748  DESIGNATION -  DALLAS CITY PUMP PLANT STACK
 CS2748  PID         -  CS2748
 CS2748  STATE/COUNTY-  TX/DALLAS
 CS2748  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS2748
 CS2748                         *CURRENT SURVEY CONTROL
 CS2748  ___________________________________________________________________
 CS2748* NAD 83(1993)-  32 49 15.39555(N)    096 43 43.48514(W)     ADJUSTED  
 CS2748* NAVD 88     -                                                        
 CS2748  ___________________________________________________________________
 CS2748  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 CS2748  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CS2748
 CS2748  HORZ ORDER  -  THIRD
 CS2748
 CS2748.The horizontal coordinates were established by classical geodetic methods
 CS2748.and adjusted by the National Geodetic Survey in February 1996..
 CS2748
 CS2748
 CS2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2748
 CS2748.The geoid height was determined by GEOID03.
 CS2748
 CS2748;                    North         East     Units Scale Factor Converg.
 CS2748;SPC TXNC     - 2,129,395.511   765,835.289   MT  0.99988068   +0 57 57.7
 CS2748;SPC TXNC     - 6,986,191.77  2,512,577.94   sFT  0.99988068   +0 57 57.7
 CS2748;UTM  14      - 3,633,721.896   712,621.772   MT  1.00015747   +1 13 53.5
 CS2748
 CS2748                          SUPERSEDED SURVEY CONTROL
 CS2748
 CS2748  NAD 83(1993)-  32 49 15.39344(N)    096 43 43.47880(W) AD(       ) 4
 CS2748  NAD 83(1986)-  32 49 15.40262(N)    096 43 43.46778(W) AD(       ) 4
 CS2748  NAD 27      -  32 49 14.94500(N)    096 43 42.47600(W) AD(       ) 3
 CS2748
 CS2748.Superseded values are not recommended for survey control.
 CS2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2748.See file dsdata.txt to determine how the superseded data were derived.
 CS2748
 CS2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1262233722(NAD 83)
 CS2748_MARKER: 63 = STACK
 CS2748
 CS2748  HISTORY     - Date     Condition        Report By
 CS2748  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2748  HISTORY     - 1958     GOOD             CGS
 CS2748  HISTORY     - 1985     GOOD             USPSQD
 CS2748  HISTORY     - 19910619 GOOD             USPSQD
 CS2748  HISTORY     - 19991120 GOOD             USPSQD
 CS2748
 CS2748                          STATION DESCRIPTION
 CS2748
 CS2748'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2748'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE CITY OF
 CS2748'DALLAS IN THE SUBURB OF LAKEWOOD AND AT THE NORTH END OF A RED
 CS2748'BRICK BUILDING.
 CS2748'
 CS2748'THE STACK IS OF CONCRETE CONSTRUCTION, 120 FEET HIGH AND 20 FEET
 CS2748'IN DIAMETER AT THE BASE.
 CS2748'
 CS2748'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 CS2748'
 CS2748'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 67
 CS2748'(GASTON AVE.) AND ABRAMS RD. IN THE SUBURB OF LAKEWOOD, GO
 CS2748'NORTHEAST ON U.S. HIGHWAY 67 FOR 1.0 MILE TO WHITE ROCK RD. LEFT.
 CS2748'TURN LEFT AND GO NORTH ON WHITE ROCK RD. FOR 0.5 MILE TO A
 CS2748'T-INTERSECTION.  TURN RIGHT AND FOLLOW OILED ROAD UNDER AN
 CS2748'UNDERPASS FOR 0.2 MILE TO THE STATION.
 CS2748
 CS2748                          STATION RECOVERY (1958)
 CS2748
 CS2748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2748'THIS STACK IS IN PLACE IN GOOD CONDITION AS DESCRIBED.
 CS2748
 CS2748                          STATION RECOVERY (1985)
 CS2748
 CS2748'RECOVERY NOTE BY US POWER SQUADRON 1985 (CES)
 CS2748'RECOVERED IN GOOD CONDITION.
 CS2748
 CS2748                          STATION RECOVERY (1991)
 CS2748
 CS2748'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2748'RECOVERED IN GOOD CONDITION.
 CS2748
 CS2748                          STATION RECOVERY (1999)
 CS2748
 CS2748'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2856 ***********************************************************************
 CS2856  DESIGNATION -  DALLAS COCA COLA STACK
 CS2856  PID         -  CS2856
 CS2856  STATE/COUNTY-  TX/DALLAS
 CS2856  USGS QUAD   -  DALLAS (1981)
 CS2856
 CS2856                         *CURRENT SURVEY CONTROL
 CS2856  ___________________________________________________________________
 CS2856* NAD 83(1993)-  32 50 05.81511(N)    096 50 01.06380(W)     ADJUSTED  
 CS2856* NAVD 88     -                                                        
 CS2856  ___________________________________________________________________
 CS2856  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 CS2856  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CS2856
 CS2856  HORZ ORDER  -  THIRD
 CS2856
 CS2856.The horizontal coordinates were established by classical geodetic methods
 CS2856.and adjusted by the National Geodetic Survey in February 1996..
 CS2856
 CS2856
 CS2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2856
 CS2856.The geoid height was determined by GEOID03.
 CS2856
 CS2856;                    North         East     Units Scale Factor Converg.
 CS2856;SPC TXNC     - 2,130,787.688   755,991.742   MT  0.99987973   +0 54 31.8
 CS2856;SPC TXNC     - 6,990,759.27  2,480,282.91   sFT  0.99987973   +0 54 31.8
 CS2856;UTM  14      - 3,635,068.722   702,769.390   MT  1.00010699   +1 10 30.2
 CS2856
 CS2856                          SUPERSEDED SURVEY CONTROL
 CS2856
 CS2856  NAD 83(1993)-  32 50 05.81600(N)    096 50 01.04976(W) AD(       ) 4
 CS2856  NAD 83(1986)-  32 50 05.82147(N)    096 50 01.04692(W) AD(       ) 4
 CS2856  NAD 27      -  32 50 05.36000(N)    096 50 00.05000(W) AD(       ) 3
 CS2856
 CS2856.Superseded values are not recommended for survey control.
 CS2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2856.See file dsdata.txt to determine how the superseded data were derived.
 CS2856
 CS2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0276935069(NAD 83)
 CS2856_MARKER: 63 = STACK
 CS2856
 CS2856  HISTORY     - Date     Condition        Report By
 CS2856  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2856  HISTORY     - 1949     GOOD             CGS
 CS2856  HISTORY     - 1955     GOOD             CGS
 CS2856  HISTORY     - 20000212 GOOD             USPSQD
 CS2856
 CS2856                          STATION DESCRIPTION
 CS2856
 CS2856'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2856'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE CITY OF DALLAS
 CS2856'AND ABOUT 1 AND 1/2 MILES WEST OF THE POST OFFICE IN HIGHLAND
 CS2856'PARK AT THE SOUTHWEST CORNER OF THE COCA COLA BOTTLING CO. PLANT.
 CS2856'
 CS2856'THE STACK IS OF BRICK CONSTRUCTION, 100 FEET HIGH, 10 FEET
 CS2856'IN DIAMETER AT THE BASE AND 4 FEET IN DIAMETER AT THE TOP.
 CS2856'
 CS2856'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 CS2856'
 CS2856'TO REACH THE STATION FROM THE POST OFFICE IN HIGHLAND PARK,
 CS2856'GO WEST ON W. MOCKINGBIRD LANE FOR 1.5 MILES TO THE INTERSECTION
 CS2856'OF LEMMON AVE. CONTINUE WEST ACROSS LEMMON AVE. FOR 0.1 MILE TO
 CS2856'THE ENTRANCE TO THE COCA COLA PLANT AND THE STATION.
 CS2856
 CS2856                          STATION RECOVERY (1949)
 CS2856
 CS2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 CS2856'RECOVERED AS DESCRIBED
 CS2856
 CS2856                          STATION RECOVERY (1955)
 CS2856
 CS2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CS2856'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS2856'
 CS2856'NOTE--STACK WILL BE REMOVED IN THE NEAR FUTURE.
 CS2856
 CS2856                          STATION RECOVERY (2000)
 CS2856
 CS2856'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8984 ***********************************************************************
 DF8984  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8984  DESIGNATION -  DALLAS CORS ARP
 DF8984  CORS_ID     -  TXDA
 DF8984  PID         -  DF8984
 DF8984  STATE/COUNTY-  TX/DALLAS
 DF8984  USGS QUAD   -  WHITE ROCK LAKE (1973)
 DF8984
 DF8984                         *CURRENT SURVEY CONTROL
 DF8984  ___________________________________________________________________
 DF8984* NAD 83(CORS)-  32 47 59.92727(N)    096 40 22.45388(W)     ADJUSTED  
 DF8984* NAVD 88     -                                                        
 DF8984  ___________________________________________________________________
 DF8984  EPOCH DATE  -        2002.00
 DF8984  X           -    -623,611.455 (meters)                     COMP
 DF8984  Y           -  -5,330,304.702 (meters)                     COMP
 DF8984  Z           -   3,435,421.257 (meters)                     COMP
 DF8984  ELLIP HEIGHT-         161.91  (meters)          (11/??/03) GPS OBS
 DF8984  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DF8984
 DF8984  HORZ ORDER  -  SPECIAL (CORS)
 DF8984  ELLP ORDER  -  SPECIAL (CORS)
 DF8984
 DF8984.ITRF positions are available for this station.
 DF8984.The coordinates were established by GPS observations
 DF8984.and adjusted by the National Geodetic Survey in November 2003..
 DF8984.The coordinates are valid at the epoch date displayed above.
 DF8984.The epoch date for horizontal control is a decimal equivalence
 DF8984.of Year/Month/Day.
 DF8984
 DF8984
 DF8984.The PID for the CORS L1 Phase Center is DG4079.
 DF8984
 DF8984.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8984
 DF8984.The ellipsoidal height was determined by GPS observations
 DF8984.and is referenced to NAD 83.
 DF8984
 DF8984.The geoid height was determined by GEOID03.
 DF8984
 DF8984;                    North         East     Units Scale Factor Converg.
 DF8984;SPC TXNC     - 2,127,160.813   771,103.457   MT  0.99988221   +0 59 47.4
 DF8984;SPC TXNC     - 6,978,860.10  2,529,861.93   sFT  0.99988221   +0 59 47.4
 DF8984
 DF8984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8984!SPC TXNC     -   0.99997458  x   0.99988221  =   0.99985679
 DF8984
 DF8984                          SUPERSEDED SURVEY CONTROL
 DF8984
 DF8984.No superseded survey control is available for this station.
 DF8984
 DF8984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1790231511(NAD 83)
 DF8984_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8984
 DF8984                          STATION DESCRIPTION
 DF8984
 DF8984'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8984'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8984'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8984'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8984'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8984'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4079 ***********************************************************************
 DG4079  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4079  DESIGNATION -  DALLAS CORS L1 PHASE CENTER
 DG4079  CORS_ID     -  TXDA
 DG4079  PID         -  DG4079
 DG4079  STATE/COUNTY-  TX/DALLAS
 DG4079  USGS QUAD   -  WHITE ROCK LAKE (1973)
 DG4079
 DG4079                         *CURRENT SURVEY CONTROL
 DG4079  ___________________________________________________________________
 DG4079* NAD 83(CORS)-  32 47 59.92735(N)    096 40 22.45383(W)     ADJUSTED  
 DG4079* NAVD 88     -                                                        
 DG4079  ___________________________________________________________________
 DG4079  EPOCH DATE  -        2002.00
 DG4079  X           -    -623,611.464 (meters)                     COMP
 DG4079  Y           -  -5,330,304.784 (meters)                     COMP
 DG4079  Z           -   3,435,421.313 (meters)                     COMP
 DG4079  ELLIP HEIGHT-         162.01  (meters)          (11/??/03) GPS OBS
 DG4079  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DG4079
 DG4079  HORZ ORDER  -  SPECIAL (CORS)
 DG4079  ELLP ORDER  -  SPECIAL (CORS)
 DG4079
 DG4079.ITRF positions are available for this station.
 DG4079.The coordinates were established by GPS observations
 DG4079.and adjusted by the National Geodetic Survey in November 2003..
 DG4079.The coordinates are valid at the epoch date displayed above.
 DG4079.The epoch date for horizontal control is a decimal equivalence
 DG4079.of Year/Month/Day.
 DG4079
 DG4079
 DG4079.The PID for the CORS ARP is DF8984.
 DG4079
 DG4079.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4079
 DG4079.The ellipsoidal height was determined by GPS observations
 DG4079.and is referenced to NAD 83.
 DG4079
 DG4079.The geoid height was determined by GEOID03.
 DG4079
 DG4079;                    North         East     Units Scale Factor Converg.
 DG4079;SPC TXNC     - 2,127,160.816   771,103.458   MT  0.99988221   +0 59 47.4
 DG4079;SPC TXNC     - 6,978,860.11  2,529,861.93   sFT  0.99988221   +0 59 47.4
 DG4079
 DG4079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4079!SPC TXNC     -   0.99997456  x   0.99988221  =   0.99985678
 DG4079
 DG4079                          SUPERSEDED SURVEY CONTROL
 DG4079
 DG4079.No superseded survey control is available for this station.
 DG4079
 DG4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1790231511(NAD 83)
 DG4079_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4079
 DG4079                          STATION DESCRIPTION
 DG4079
 DG4079'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4079'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4079'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4079'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4079'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4079'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2850 ***********************************************************************
 CS2850  DESIGNATION -  DALLAS COTTON MILLS WATER TANK
 CS2850  PID         -  CS2850
 CS2850  STATE/COUNTY-  TX/DALLAS
 CS2850  USGS QUAD   -  DALLAS (1981)
 CS2850
 CS2850                         *CURRENT SURVEY CONTROL
 CS2850  ___________________________________________________________________
 CS2850* NAD 83(1993)-  32 45 48.56114(N)    096 47 29.36620(W)     ADJUSTED  
 CS2850* NAVD 88     -                                                        
 CS2850  ___________________________________________________________________
 CS2850  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 CS2850  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CS2850
 CS2850  HORZ ORDER  -  THIRD
 CS2850
 CS2850.The horizontal coordinates were established by classical geodetic methods
 CS2850.and adjusted by the National Geodetic Survey in February 1996..
 CS2850
 CS2850
 CS2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2850
 CS2850.The geoid height was determined by GEOID03.
 CS2850
 CS2850;                    North         East     Units Scale Factor Converg.
 CS2850;SPC TXNC     - 2,122,928.114   760,064.890   MT  0.99988519   +0 55 54.5
 CS2850;SPC TXNC     - 6,964,973.32  2,493,646.23   sFT  0.99988519   +0 55 54.5
 CS2850;UTM  14      - 3,627,226.230   706,879.815   MT  1.00012777   +1 11 44.2
 CS2850
 CS2850                          SUPERSEDED SURVEY CONTROL
 CS2850
 CS2850  NAD 83(1993)-  32 45 48.56642(N)    096 47 29.35208(W) AD(       ) 4
 CS2850  NAD 83(1986)-  32 45 48.56775(N)    096 47 29.34882(W) AD(       ) 4
 CS2850  NAD 27      -  32 45 48.10200(N)    096 47 28.35000(W) AD(       ) 3
 CS2850
 CS2850.Superseded values are not recommended for survey control.
 CS2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2850.See file dsdata.txt to determine how the superseded data were derived.
 CS2850
 CS2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0688027226(NAD 83)
 CS2850_MARKER: 53 = ELEVATED TANK
 CS2850
 CS2850  HISTORY     - Date     Condition        Report By
 CS2850  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2850  HISTORY     - 1960     GOOD             CGS
 CS2850  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CS2850
 CS2850                          STATION DESCRIPTION
 CS2850
 CS2850'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2850'STATION IS LOCATED IN THE SOUTH PART OF DALLAS ON THE EAST SIDE
 CS2850'OF THE TRINITY RIVER, ABOUT 60 FEET NORTH OF THE CENTER LINE
 CS2850'OF CORINTH ST. AND 50 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 CS2850'CORNER OF BRICK BUILDING BELONGING TO THE DALLAS COTTON MILLS.
 CS2850'
 CS2850'IT IS 100 FEET HIGH, FOUR LEGGED, OF STEEL CONSTRUCTION AND
 CS2850'25 FEET SQUARE AT THE BASE.
 CS2850'
 CS2850'THE POINT INTERSECTED WAS THE APEX OF THE TANK.  IT IS PAINTED
 CS2850'SILVER.
 CS2850'
 CS2850'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 75 AND 80
 CS2850'AND THE INTERSECTION OF COMMERCE AND LAMAR STREETS IN DALLAS,
 CS2850'GO SOUTH ON U.S. HIGHWAY 75 FOR 1.6 MILES TO CORINTH STREET.
 CS2850'TURN RIGHT AND GO WEST ON CORINTH STREET 1 BLOCK TO AUSTIN STREET
 CS2850'AND THE STATION ON THE RIGHT.
 CS2850
 CS2850                          STATION RECOVERY (1960)
 CS2850
 CS2850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 CS2850'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  THE
 CS2850'TANK IS NOW OWNED BY THE BURTON DIXIE CORP..
 CS2850'
 CS2850'THE TANK IS ABOUT 100 FEET IN HEIGHT, PAINTED SILVER AND HAS
 CS2850'THE NAME BURTON DIXIE CORP. PAINTED IN RED ON THE NORTH AND SOUTH
 CS2850'SIDES.
 CS2850
 CS2850                          STATION RECOVERY (1985)
 CS2850
 CS2850'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2847 ***********************************************************************
 CS2847  DESIGNATION -  DALLAS FORD MOTOR CO TANK
 CS2847  PID         -  CS2847
 CS2847  STATE/COUNTY-  TX/DALLAS
 CS2847  USGS QUAD   -  DALLAS (1981)
 CS2847
 CS2847                         *CURRENT SURVEY CONTROL
 CS2847  ___________________________________________________________________
 CS2847* NAD 83(1993)-  32 47 17.78435(N)    096 45 04.22625(W)     ADJUSTED  
 CS2847* NAVD 88     -                                                        
 CS2847  ___________________________________________________________________
 CS2847  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 CS2847  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CS2847
 CS2847  HORZ ORDER  -  THIRD
 CS2847
 CS2847.The horizontal coordinates were established by classical geodetic methods
 CS2847.and adjusted by the National Geodetic Survey in February 1996..
 CS2847
 CS2847
 CS2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2847
 CS2847.The geoid height was determined by GEOID03.
 CS2847
 CS2847;                    North         East     Units Scale Factor Converg.
 CS2847;SPC TXNC     - 2,125,738.150   763,795.938   MT  0.99988312   +0 57 13.7
 CS2847;SPC TXNC     - 6,974,192.58  2,505,887.17   sFT  0.99988312   +0 57 13.7
 CS2847;UTM  14      - 3,630,054.152   710,598.810   MT  1.00014691   +1 13 05.8
 CS2847
 CS2847                          SUPERSEDED SURVEY CONTROL
 CS2847
 CS2847  NAD 83(1993)-  32 47 17.78822(N)    096 45 04.21747(W) AD(       ) 4
 CS2847  NAD 83(1986)-  32 47 17.79113(N)    096 45 04.20878(W) AD(       ) 4
 CS2847  NAD 27      -  32 47 17.33000(N)    096 45 03.21400(W) AD(       ) 3
 CS2847
 CS2847.Superseded values are not recommended for survey control.
 CS2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2847.See file dsdata.txt to determine how the superseded data were derived.
 CS2847
 CS2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1059930054(NAD 83)
 CS2847_MARKER: 53 = ELEVATED TANK
 CS2847_SETTING: 0 = UNSPECIFIED SETTING
 CS2847
 CS2847  HISTORY     - Date     Condition        Report By
 CS2847  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2847  HISTORY     - 1979     GOOD             LOCSUR
 CS2847  HISTORY     - 1985     GOOD             USPSQD
 CS2847
 CS2847                          STATION DESCRIPTION
 CS2847
 CS2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2847'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE CITY OF
 CS2847'DALLAS ABOUT 100 YARDS SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 CS2847'80 (HASKELL AVE.) ON THE GROUNDS OF THE FORD ASSEMBLY PLANT.
 CS2847'
 CS2847'THE TANK IS OF STEEL CONSTRUCTION, 100 FEET HIGH, FOUR-LEGGED, 40
 CS2847'FEET WIDE AT THE BASE, PAINTED SILVER AND HAS THE NAME FORD ON
 CS2847'IT IN RED LETTERS.
 CS2847'
 CS2847'THE POINT INTERSECTED WAS THE APEX OF THE TOP OF TANK.
 CS2847'
 CS2847'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CS2847'(HASKELL AVE.) AND PARRY AVE. AT THE NORTHWEST CORNER OF THE STATE
 CS2847'FAIR GROUNDS IN DALLAS, GO EAST ON U.S. HIGHWAY 80 (HASKELL AVE.)
 CS2847'FOR 0.4 MILE TO GRAND AVE. LEFT.  TURN LEFT AND CONTINUE EAST ON
 CS2847'U.S. HIGHWAY 80 FOR 0.5 MILE TO THE FORD ASSEMBLY PLANT ON THE
 CS2847'RIGHT AND THE STATION.
 CS2847
 CS2847                          STATION RECOVERY (1979)
 CS2847
 CS2847'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2847'INTERSECTION STATION FOUND IN GOOD CONDITION - DESCRIPTION ADEQUATE
 CS2847'EXCEPT THIS IS NO LONGER THE FORD PLANT - NOW PAINTED WITH SYMBOL OF
 CS2847'SPACE CENTER.
 CS2847'
 CS2847'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF DOWNTOWN
 CS2847'DALLAS.
 CS2847
 CS2847                          STATION RECOVERY (1985)
 CS2847
 CS2847'RECOVERY NOTE BY US POWER SQUADRON 1985 (CES)
 CS2847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2826 ***********************************************************************
 CS2826  DESIGNATION -  DALLAS FOREST LANE TANK
 CS2826  PID         -  CS2826
 CS2826  STATE/COUNTY-  TX/DALLAS
 CS2826  USGS QUAD   -  ADDISON (1981)
 CS2826
 CS2826                         *CURRENT SURVEY CONTROL
 CS2826  ___________________________________________________________________
 CS2826* NAD 83(1993)-  32 54 30.90667(N)    096 48 22.15957(W)     ADJUSTED  
 CS2826* NAVD 88     -                                                        
 CS2826  ___________________________________________________________________
 CS2826  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 CS2826  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CS2826
 CS2826  HORZ ORDER  -  THIRD
 CS2826
 CS2826.The horizontal coordinates were established by classical geodetic methods
 CS2826.and adjusted by the National Geodetic Survey in February 1996..
 CS2826
 CS2826
 CS2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2826
 CS2826.The geoid height was determined by GEOID03.
 CS2826
 CS2826;                    North         East     Units Scale Factor Converg.
 CS2826;SPC TXNC     - 2,138,993.211   758,431.700   MT  0.99987572   +0 55 25.7
 CS2826;SPC TXNC     - 7,017,680.23  2,488,288.00   sFT  0.99987572   +0 55 25.7
 CS2826;UTM  14      - 3,643,287.476   705,171.597   MT  1.00011907   +1 11 32.4
 CS2826
 CS2826                          SUPERSEDED SURVEY CONTROL
 CS2826
 CS2826  NAD 83(1993)-  32 54 30.90085(N)    096 48 22.14906(W) AD(       ) 4
 CS2826  NAD 83(1986)-  32 54 30.91345(N)    096 48 22.14313(W) AD(       ) 4
 CS2826  NAD 27      -  32 54 30.50900(N)    096 48 21.17200(W) AD(       ) 3
 CS2826
 CS2826.Superseded values are not recommended for survey control.
 CS2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2826.See file dsdata.txt to determine how the superseded data were derived.
 CS2826
 CS2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0517243287(NAD 83)
 CS2826_MARKER: 51 = TANK
 CS2826
 CS2826  HISTORY     - Date     Condition        Report By
 CS2826  HISTORY     - 1955     FIRST OBSERVED   CGS
 CS2826  HISTORY     - 1966     GOOD             CGS
 CS2826  HISTORY     - 1972     GOOD             NGS
 CS2826  HISTORY     - 1985     GOOD             USPSQD
 CS2826  HISTORY     - 19910617 GOOD             USPSQD
 CS2826  HISTORY     - 20010730 GOOD             NGS
 CS2826
 CS2826                          STATION DESCRIPTION
 CS2826
 CS2826'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS2826'THE OBJECT SIGHTED ON WAS THE FINIAL AT THE PEAK OF THE LARGE,
 CS2826'ELLIPSOIDAL TANK, OBSTRUCTION PAINTED, ABOUT 150 FEET HIGH,
 CS2826'ABOUT 3 MILES NORTH OF LOOP 12 HIGHWAY AND ALONG THE RAILROAD
 CS2826'ABOUT 0.3 MILE WEST OF PRESTON ROAD.
 CS2826
 CS2826                          STATION RECOVERY (1966)
 CS2826
 CS2826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WEB)
 CS2826'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 CS2826'CONDITION.
 CS2826
 CS2826                          STATION RECOVERY (1972)
 CS2826
 CS2826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CAS)
 CS2826'STATION IS THE PEAK OF THE LARGE ELLIPSOIDAL TANK.  IT IS PAINTED
 CS2826'GREEN AND IS APPROX. 150 FT HIGH.  IT IS LOCATED 0.1 MILE WEST
 CS2826'OF THE INTERSECTION OF PRESTON AND FOREST LANE ROADS.  SITUATED IN
 CS2826'THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 CS2826
 CS2826                          STATION RECOVERY (1985)
 CS2826
 CS2826'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2826'RECOVERED IN GOOD CONDITION.
 CS2826
 CS2826                          STATION RECOVERY (1991)
 CS2826
 CS2826'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2826'RECOVERED IN GOOD CONDITION.
 CS2826
 CS2826                          STATION RECOVERY (2001)
 CS2826
 CS2826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS2826'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2753 ***********************************************************************
 CS2753  DESIGNATION -  DALLAS GARLAND ROAD ELEV TANK
 CS2753  PID         -  CS2753
 CS2753  STATE/COUNTY-  TX/DALLAS
 CS2753  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS2753
 CS2753                         *CURRENT SURVEY CONTROL
 CS2753  ___________________________________________________________________
 CS2753* NAD 83(1993)-  32 51 14.47819(N)    096 40 11.93521(W)     ADJUSTED  
 CS2753* NAVD 88     -                                                        
 CS2753  ___________________________________________________________________
 CS2753  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 CS2753  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CS2753
 CS2753  HORZ ORDER  -  THIRD
 CS2753
 CS2753.The horizontal coordinates were established by classical geodetic methods
 CS2753.and adjusted by the National Geodetic Survey in February 1996..
 CS2753
 CS2753
 CS2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2753
 CS2753.The geoid height was determined by GEOID03.
 CS2753
 CS2753;                    North         East     Units Scale Factor Converg.
 CS2753;SPC TXNC     - 2,133,157.273   771,272.669   MT  0.99987854   +0 59 53.1
 CS2753;SPC TXNC     - 6,998,533.49  2,530,417.08   sFT  0.99987854   +0 59 53.1
 CS2753;UTM  14      - 3,637,509.964   718,043.216   MT  1.00018626   +1 15 52.3
 CS2753
 CS2753                          SUPERSEDED SURVEY CONTROL
 CS2753
 CS2753  NAD 83(1993)-  32 51 14.47791(N)    096 40 11.93374(W) AD(       ) 4
 CS2753  NAD 83(1986)-  32 51 14.48544(N)    096 40 11.91781(W) AD(       ) 4
 CS2753  NAD 27      -  32 51 14.02200(N)    096 40 10.94000(W) AD(       ) 3
 CS2753
 CS2753.Superseded values are not recommended for survey control.
 CS2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2753.See file dsdata.txt to determine how the superseded data were derived.
 CS2753
 CS2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1804337510(NAD 83)
 CS2753_MARKER: 53 = ELEVATED TANK
 CS2753
 CS2753  HISTORY     - Date     Condition        Report By
 CS2753  HISTORY     - 1955     FIRST OBSERVED   CGS
 CS2753  HISTORY     - 1955     GOOD             CGS
 CS2753  HISTORY     - 1985     GOOD             USPSQD
 CS2753  HISTORY     - 19910619 GOOD             USPSQD
 CS2753  HISTORY     - 19991120 GOOD             USPSQD
 CS2753
 CS2753                          STATION DESCRIPTION
 CS2753
 CS2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS2753'THE OBJECT SIGHTED ON WAS THE FINIAL ON THE PEAK OF THE LARGE,
 CS2753'CONCRETE STRUCTURE, HAVING WATER STORAGE AT THE TOP AND ENGINE
 CS2753'AND OFFICE SPACE IN THE BASE, IN THE NORTHEAST PART OF DALLAS.
 CS2753'IT IS OWNED BY THE DALLAS WATER DEPARTMENT, IS ALONG THE GARLAND
 CS2753'ROAD AND ABOUT 1 MILE NORTHEAST OF THE INTERSECTION OF GARLAND
 CS2753'ROAD AND BUCKNER BLVD..
 CS2753'
 CS2753'THE STRUCTURE IS ABOUT 150 FEET HIGH AND IS UNPAINTED.
 CS2753
 CS2753                          STATION RECOVERY (1955)
 CS2753
 CS2753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS2753'PREVIOUS DESCRIPTIONS TO THIS STATION WERE WRITTEN DURING
 CS2753'CONSTRUCTION OF THE TANK.  THE TANK IS NOW COMPLETED AND A
 CS2753'REVISED DESCRIPTION IS AS FOLLOWS.  STATION IS THE FINIAL AT THE
 CS2753'PEAK OF A MASSIVE CONCRETE TANK, ABOUT 150 HIGH AND 100 FEET
 CS2753'IN DIAMETER, IN THE CASA VIEW SUBURBAN DISTRICT, ALONG THE DALLAS
 CS2753'TO GARLAND HIGHWAY.  THE TANK IS ABOUT 1/4 MILE EAST OF THE
 CS2753'GARLAND ROAD, AT THE INTERSECTION OF SAN DIEGO DRIVE AND SAN
 CS2753'FRANCISCO DRIVE.  THE UPPER PART OF THE TANK HAS SMOOTH WALLS
 CS2753'WHILE THE LOWER PART HAS VERTICAL RIBS OR LEGS CONNECTED BY
 CS2753'CONCRETE WALLS.  IT IS ABOUT 8 MILES NORTHEAST FROM THE
 CS2753'CENTER OF DALLAS AND IS A CONCRETE STANDPIPE PAINTED GREY.
 CS2753
 CS2753                          STATION RECOVERY (1985)
 CS2753
 CS2753'RECOVERY NOTE BY US POWER SQUADRON 1985 (CES)
 CS2753'RECOVERED IN GOOD CONDITION.
 CS2753
 CS2753                          STATION RECOVERY (1991)
 CS2753
 CS2753'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2753'RECOVERED IN GOOD CONDITION.
 CS2753
 CS2753                          STATION RECOVERY (1999)
 CS2753
 CS2753'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2249 ***********************************************************************
 BL2249  DESIGNATION -  DALLAS HOUSTON AIRWAY BEACON 7
 BL2249  PID         -  BL2249
 BL2249  STATE/COUNTY-  TX/HARRIS
 BL2249  USGS QUAD   -  HOCKLEY (1980)
 BL2249
 BL2249                         *CURRENT SURVEY CONTROL
 BL2249  ___________________________________________________________________
 BL2249* NAD 83(1993)-  30 05 14.07714(N)    095 45 01.66157(W)     ADJUSTED  
 BL2249* NAVD 88     -                                                        
 BL2249  ___________________________________________________________________
 BL2249  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BL2249  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BL2249
 BL2249  HORZ ORDER  -  THIRD
 BL2249
 BL2249.The horizontal coordinates were established by classical geodetic methods
 BL2249.and adjusted by the National Geodetic Survey in February 1996..
 BL2249
 BL2249
 BL2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2249
 BL2249.The geoid height was determined by GEOID03.
 BL2249
 BL2249;                    North         East     Units Scale Factor Converg.
 BL2249;SPC TXSC     - 4,254,151.231   913,205.058   MT  0.99994924   +1 35 31.2
 BL2249;SPC TXSC     -13,957,161.16  2,996,073.59   sFT  0.99994924   +1 35 31.2
 BL2249;SPC TX C     - 3,055,723.878 1,141,675.523   MT  1.00000798   +2 21 37.6
 BL2249;SPC TX C     -10,025,320.76  3,745,647.11   sFT  1.00000798   +2 21 37.6
 BL2249;UTM  15      - 3,331,644.091   234,905.686   MT  1.00046711   -1 22 46.8
 BL2249
 BL2249                          SUPERSEDED SURVEY CONTROL
 BL2249
 BL2249  NAD 83(1986)-  30 05 14.09175(N)    095 45 01.64272(W) AD(       ) 4
 BL2249  NAD 27      -  30 05 13.30694(N)    095 45 00.83258(W) AD(       ) 3
 BL2249
 BL2249.Superseded values are not recommended for survey control.
 BL2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2249.See file dsdata.txt to determine how the superseded data were derived.
 BL2249
 BL2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3490631644(NAD 83)
 BL2249_MARKER: 22 = AIRWAY BEACON
 BL2249
 BL2249  HISTORY     - Date     Condition        Report By
 BL2249  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2249  HISTORY     - 1952     GOOD             CGS
 BL2249  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL2249
 BL2249                          STATION DESCRIPTION
 BL2249
 BL2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2249'THIS STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON
 BL2249'THE 50-FOOT SKELETON TOWER WHICH IS BEACON NO. 7 ON THE
 BL2249'GALVESTON-WACO AIRLINE.
 BL2249'
 BL2249'THE BEACON IS ABOUT 7 MILES NE OF HOCKLEY, ABOUT 9 MILES NW
 BL2249'OF CYPRESS, AND ABOUT 2 MILES NE OF THE SW CORNER OF MONTGOMERY
 BL2249'COUNTY.
 BL2249'
 BL2249'THE STATION WAS NOT VISITED FOR A COMPLETE DESCRIPTION.
 BL2249
 BL2249                          STATION RECOVERY (1952)
 BL2249
 BL2249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2249'THE STATION IS LOCATED IN A DENSE WOODED AREA ABOUT 6.5 MILES
 BL2249'WEST OF TOMBALL AND 1.75 MILES WEST-NORTHWEST OF THE SMALL
 BL2249'COMMUNITY OF ROSEHILL ON LAND OWNED BY MR. MARTIN HELFRECH.
 BL2249'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A CONTINOUS
 BL2249'SWEEP BEACON AND HAS DIRECTIONAL RED FLASHERS TO THE NORTHWEST
 BL2249'AND SOUTHEAST THAT FLASH THE LETTER D.  IT HAS AN OVER-ALL
 BL2249'HEIGHT OF 75.0 FEET.
 BL2249'
 BL2249'THE POINT OBSERVED UPON WAS THE CENTER OF THE CONTINOUS
 BL2249'SWEEP BEACON LIGHT.
 BL2249'
 BL2249'TO REACH THE STATION FROM THE SMALL COMMUNITY OF ROSEHILL,
 BL2249'GO WEST ON THE WALLER-TOMBALL ROAD FOR 1.6 MILES TO A WIRE
 BL2249'GATE ON THE LEFT AT A POINT WHERE THE POWERLINE ENTERS THE
 BL2249'WOODS TO THE NORTH, TURN NORTH AND FOLLOW A DIM TRACK ROAD
 BL2249'THROUGH THE WOODS FOR ABOUT 0.75 MILE AND THE STATION IN
 BL2249'A SMALL CLEARING AS DESCRIBED.
 BL2249'
 BL2249'PROBABLY THE SAME AS GALVESTON-WACO AIRWAY BEACON NO. 7,
 BL2249'1935.
 BL2249
 BL2249                          STATION RECOVERY (1995)
 BL2249
 BL2249'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1244 ***********************************************************************
 DM1244  DESIGNATION -  DALLAS LOUISVILLE AWY BCN 15
 DM1244  PID         -  DM1244
 DM1244  STATE/COUNTY-  TX/BOWIE
 DM1244  USGS QUAD   -  HOOKS (1975)
 DM1244
 DM1244                         *CURRENT SURVEY CONTROL
 DM1244  ___________________________________________________________________
 DM1244* NAD 83(1993)-  33 24 04.01261(N)    094 15 13.84273(W)     ADJUSTED  
 DM1244* NAVD 88     -                                                        
 DM1244  ___________________________________________________________________
 DM1244  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 DM1244  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM1244
 DM1244  HORZ ORDER  -  THIRD
 DM1244
 DM1244.The horizontal coordinates were established by classical geodetic methods
 DM1244.and adjusted by the National Geodetic Survey in February 1996..
 DM1244
 DM1244
 DM1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1244
 DM1244.The geoid height was determined by GEOID03.
 DM1244
 DM1244;                    North         East     Units Scale Factor Converg.
 DM1244;SPC TXNC     - 2,200,315.305   994,861.010   MT  0.99989116   +2 18 57.0
 DM1244;SPC TXNC     - 7,218,867.80  3,263,973.16   sFT  0.99989116   +2 18 57.0
 DM1244;UTM  15      - 3,696,458.384   383,400.176   MT  0.99976762   -0 41 25.1
 DM1244
 DM1244                          SUPERSEDED SURVEY CONTROL
 DM1244
 DM1244  NAD 83(1993)-  33 24 04.01295(N)    094 15 13.84168(W) AD(       ) 4
 DM1244  NAD 83(1986)-  33 24 04.01474(N)    094 15 13.83169(W) AD(       ) 4
 DM1244  NAD 27      -  33 24 03.57700(N)    094 15 13.13100(W) AD(       ) 3
 DM1244
 DM1244.Superseded values are not recommended for survey control.
 DM1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1244.See file dsdata.txt to determine how the superseded data were derived.
 DM1244
 DM1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8340096458(NAD 83)
 DM1244_MARKER: 22 = AIRWAY BEACON
 DM1244
 DM1244  HISTORY     - Date     Condition        Report By
 DM1244  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1244
 DM1244                          STATION DESCRIPTION
 DM1244
 DM1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1244'THIS INTERSECTION STATION IS AIRWAY BEACON NO. 15,
 DM1244'DALLAS-LOUISVILLE AIR LINE.  IT IS ABOUT 1.1 MILES NNW OF
 DM1244'THE VILLAGE OF CONCORD, TEXAS, ABOUT 0.25 MILE W OF THE
 DM1244'HOOKS-CONCORD ROAD, ABOUT 600 FEET W OF A DIRT ROAD AND ABOUT
 DM1244'0.2 MILE WNW OF THE HOUSE OF MR. W.G. GRIMES, ON WHOSE LAND THE
 DM1244'BEACON SETS.  THE BEACON WAS PLACED IN ITS PRESENT LOCATION IN
 DM1244'1931.
 DM1244'
 DM1244'THE BEACON IS A STANDARD 60-FOOT ORANGE AND WHITE AIRWAY
 DM1244'BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1252 ***********************************************************************
 DM1252  DESIGNATION -  DALLAS LOUISVILLE AWY BCN 14
 DM1252  PID         -  DM1252
 DM1252  STATE/COUNTY-  TX/BOWIE
 DM1252  USGS QUAD   -  BASSETT (1975)
 DM1252
 DM1252                         *CURRENT SURVEY CONTROL
 DM1252  ___________________________________________________________________
 DM1252* NAD 83(1993)-  33 21 45.84842(N)    094 30 11.28853(W)     ADJUSTED  
 DM1252* NAVD 88     -                                                        
 DM1252  ___________________________________________________________________
 DM1252  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DM1252  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM1252
 DM1252  HORZ ORDER  -  THIRD
 DM1252
 DM1252.The horizontal coordinates were established by classical geodetic methods
 DM1252.and adjusted by the National Geodetic Survey in February 1996..
 DM1252
 DM1252
 DM1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1252
 DM1252.The geoid height was determined by GEOID03.
 DM1252
 DM1252;                    North         East     Units Scale Factor Converg.
 DM1252;SPC TXNC     - 2,195,152.694   971,852.263   MT  0.99988731   +2 10 47.5
 DM1252;SPC TXNC     - 7,201,930.13  3,188,485.30   sFT  0.99988731   +2 10 47.5
 DM1252;UTM  15      - 3,692,509.974   360,154.328   MT  0.99984112   -0 49 36.4
 DM1252
 DM1252                          SUPERSEDED SURVEY CONTROL
 DM1252
 DM1252  NAD 83(1993)-  33 21 45.85141(N)    094 30 11.28541(W) AD(       ) 4
 DM1252  NAD 83(1986)-  33 21 45.85239(N)    094 30 11.27763(W) AD(       ) 4
 DM1252  NAD 27      -  33 21 45.42000(N)    094 30 10.55000(W) AD(       ) 3
 DM1252
 DM1252.Superseded values are not recommended for survey control.
 DM1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1252.See file dsdata.txt to determine how the superseded data were derived.
 DM1252
 DM1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS6015492510(NAD 83)
 DM1252_MARKER: 22 = AIRWAY BEACON
 DM1252
 DM1252  HISTORY     - Date     Condition        Report By
 DM1252  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1252  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1252
 DM1252                          STATION DESCRIPTION
 DM1252
 DM1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1252'THIS INTERSECTION STATION IS AIRWAY BEACON NO. 14, DALLAS-LOUISVILLE
 DM1252'AIR LINE, AT THE U.S. DEPARTMENT OF COMMERCE INTERMEDIATE
 DM1252'EMERGENCY LANDING FIELD, SITE NO. 14, ABOUT 1.0 MILE N OF
 DM1252'THE TOWN OF SIMMS, TEXAS.  THE BEACON IS ABOUT 100 FEET S
 DM1252'OF THE HOUSE OF W.D. JENNINGS, CARETAKER OF THE FIELD, ABOUT
 DM1252'40 FEET S OF THE E AND W FENCE LINE, AND ABOUT 90 FEET W
 DM1252'OF STATE HIGHWAY 98.  THE BEACON WAS PLACED IN ITS PRESENT
 DM1252'LOCATION IN 1931.
 DM1252'
 DM1252'THE BEACON IS A STANDARD ORANGE AND WHITE 60-FOOT AIRWAY
 DM1252'BEACON, WITH A WIND-SOCK ON THE SW CORNER.
 DM1252
 DM1252                          STATION RECOVERY (1997)
 DM1252
 DM1252'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1254 ***********************************************************************
 DM1254  DESIGNATION -  DALLAS LOUISVILLE AWY BCN 12
 DM1254  PID         -  DM1254
 DM1254  STATE/COUNTY-  TX/MORRIS
 DM1254  USGS QUAD   -  DALBY SPRINGS (1975)
 DM1254
 DM1254                         *CURRENT SURVEY CONTROL
 DM1254  ___________________________________________________________________
 DM1254* NAD 83(1993)-  33 17 51.01784(N)    094 44 06.28949(W)     ADJUSTED  
 DM1254* NAVD 88     -                                                        
 DM1254  ___________________________________________________________________
 DM1254  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DM1254  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM1254
 DM1254  HORZ ORDER  -  THIRD
 DM1254
 DM1254.The horizontal coordinates were established by classical geodetic methods
 DM1254.and adjusted by the National Geodetic Survey in February 1996..
 DM1254
 DM1254
 DM1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1254
 DM1254.The geoid height was determined by GEOID03.
 DM1254
 DM1254;                    North         East     Units Scale Factor Converg.
 DM1254;SPC TXNC     - 2,187,126.226   950,541.773   MT  0.99988180   +2 03 12.1
 DM1254;SPC TXNC     - 7,175,596.63  3,118,569.13   sFT  0.99988180   +2 03 12.1
 DM1254;UTM  15      - 3,685,612.264   338,452.285   MT  0.99992177   -0 57 09.9
 DM1254
 DM1254                          SUPERSEDED SURVEY CONTROL
 DM1254
 DM1254  NAD 83(1993)-  33 17 51.02064(N)    094 44 06.28658(W) AD(       ) 4
 DM1254  NAD 83(1986)-  33 17 51.02246(N)    094 44 06.27723(W) AD(       ) 4
 DM1254  NAD 27      -  33 17 50.59500(N)    094 44 05.52700(W) AD(       ) 3
 DM1254
 DM1254.Superseded values are not recommended for survey control.
 DM1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1254.See file dsdata.txt to determine how the superseded data were derived.
 DM1254
 DM1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS3845285612(NAD 83)
 DM1254_MARKER: 22 = AIRWAY BEACON
 DM1254
 DM1254  HISTORY     - Date     Condition        Report By
 DM1254  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1254  HISTORY     - 1952     GOOD             CGS
 DM1254  HISTORY     - 1956     GOOD             CGS
 DM1254  HISTORY     - 1964     GOOD             USGS
 DM1254
 DM1254                          STATION DESCRIPTION
 DM1254
 DM1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1254'THIS INTERSECTION STATION IS THE AIRWAY BEACON NO. 12,
 DM1254'DALLAS-LOUISVILLE AIR LINE.  IT IS ABOUT 11.1 MILES N OF
 DM1254'OMAHA, TEXAS, ABOUT 115 FEET E OF THE CENTER LINE OF STATE
 DM1254'HIGHWAY 11 ABOUT 120 FEET N OF DIRT CROSSROADS, AND ABOUT
 DM1254'0.85 MILE S OF THE S END OF THE SULPHUR RIVER BRIDGE.  THE
 DM1254'BEACON WAS PLACED IN ITS PRESENT LOCATION IN 1931.  OWNERSHIP
 DM1254'OF LAND COULD NOT BE LEARNED, BUT IS BELIEVED TO BELONG
 DM1254'TO SOME NORTHERN LUMBER COMPANY.
 DM1254'
 DM1254'THE BEACON IS A STANDARD 60-FOOT ORANGE AND WHITE AIRWAY BEACON.
 DM1254
 DM1254                          STATION RECOVERY (1952)
 DM1254
 DM1254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WWA)
 DM1254'THE BEACON IS STILL IN PLACE BUT DOES NOT GIVE SIGNALS ANY
 DM1254'MORE.
 DM1254
 DM1254                          STATION RECOVERY (1956)
 DM1254
 DM1254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1254'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1254'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1254
 DM1254                          STATION RECOVERY (1964)
 DM1254
 DM1254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM1254'STATION WAS RECOVERED.  THE STEEL TOWER IS 73 FEET HIGH
 DM1254'AND PAINTED WHITE AND ORANGE.  IT HAS BEEN ABANDONED AS AN
 DM1254'AIRWAY BEACON AND THE LIGHT HAS BEEN REMOVED.
 DM1254'
 DM1254'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67
 DM1254'AND 259 AT THE WEST EDGE OF OMAHA, TEXAS, PROCEED NORTH
 DM1254'ON U.S. 259 FOR 8.6 MILES TO THE BROSECO RANCH HEADQUARTERS
 DM1254'APPROXIMATELY 0.05 MILES NORTH OF THE T-JCT WITH FM 71.  THE
 DM1254'TOWER IS LOCATED ON THE EAST SIDE OF THE HIGHWAY OPPOSITE
 DM1254'THE RANCH BUILDING, APPROXIMATELY 115 FT. EAST OF U.S. HIGHWAY
 DM1254'259.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1396 ***********************************************************************
 DM1396  DESIGNATION -  DALLAS LOUISVILLE AIRWAY BCN 8
 DM1396  PID         -  DM1396
 DM1396  STATE/COUNTY-  TX/HOPKINS
 DM1396  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM1396
 DM1396                         *CURRENT SURVEY CONTROL
 DM1396  ___________________________________________________________________
 DM1396* NAD 83(1993)-  33 08 24.24000(N)    095 31 11.69306(W)     ADJUSTED  
 DM1396* NAVD 88     -                                                        
 DM1396  ___________________________________________________________________
 DM1396  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 DM1396  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DM1396
 DM1396  HORZ ORDER  -  THIRD
 DM1396
 DM1396.The horizontal coordinates were established by classical geodetic methods
 DM1396.and adjusted by the National Geodetic Survey in February 1996..
 DM1396
 DM1396
 DM1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1396
 DM1396.The geoid height was determined by GEOID03.
 DM1396
 DM1396;                    North         East     Units Scale Factor Converg.
 DM1396;SPC TXNC     - 2,167,328.217   877,985.294   MT  0.99987381   +1 37 31.2
 DM1396;SPC TXNC     - 7,110,642.66  2,880,523.42   sFT  0.99987381   +1 37 31.2
 DM1396;UTM  15      - 3,669,641.868   264,941.995   MT  1.00028129   -1 22 41.7
 DM1396
 DM1396                          SUPERSEDED SURVEY CONTROL
 DM1396
 DM1396  NAD 83(1993)-  33 08 24.24311(N)    095 31 11.68931(W) AD(       ) 4
 DM1396  NAD 83(1986)-  33 08 24.24594(N)    095 31 11.68026(W) AD(       ) 4
 DM1396  NAD 27      -  33 08 23.83300(N)    095 31 10.85200(W) AD(       ) 3
 DM1396
 DM1396.Superseded values are not recommended for survey control.
 DM1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1396.See file dsdata.txt to determine how the superseded data were derived.
 DM1396
 DM1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6494269642(NAD 83)
 DM1396_MARKER: 22 = AIRWAY BEACON
 DM1396
 DM1396  HISTORY     - Date     Condition        Report By
 DM1396  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1396  HISTORY     - 1961     GOOD             CGS
 DM1396  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM1396
 DM1396                          STATION DESCRIPTION
 DM1396
 DM1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WCR)
 DM1396'THE STATION, TWO REFERENCE MARKS AND THE 1957 AZIMUTH MARK
 DM1396'WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH
 DM1396'MARK WAS NOT VISIBLE FROM THE STATION DUE TO THICK TIMBER
 DM1396'AROUND THE STATION.  THE AZIMUTH MARK WAS SET IN A CONCRETE
 DM1396'BRIDGE WHICH WAS BEING REBUILT AND IT WAS DESTROYED, WHEN THE
 DM1396'BRIDGE WAS REBUILT.
 DM1396
 DM1396                          STATION RECOVERY (1995)
 DM1396
 DM1396'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1402 ***********************************************************************
 DM1402  DESIGNATION -  DALLAS LOUISVILLE AIRWAY BCN 7
 DM1402  PID         -  DM1402
 DM1402  STATE/COUNTY-  TX/HOPKINS
 DM1402  USGS QUAD   -  BRASHEAR (1962)
 DM1402
 DM1402                         *CURRENT SURVEY CONTROL
 DM1402  ___________________________________________________________________
 DM1402* NAD 83(1993)-  33 05 53.90606(N)    095 40 36.33047(W)     ADJUSTED  
 DM1402* NAVD 88     -                                                        
 DM1402  ___________________________________________________________________
 DM1402  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 DM1402  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DM1402
 DM1402  HORZ ORDER  -  THIRD
 DM1402
 DM1402.The horizontal coordinates were established by classical geodetic methods
 DM1402.and adjusted by the National Geodetic Survey in February 1996..
 DM1402
 DM1402
 DM1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1402
 DM1402.The geoid height was determined by GEOID03.
 DM1402
 DM1402;                    North         East     Units Scale Factor Converg.
 DM1402;SPC TXNC     - 2,162,294.972   863,482.811   MT  0.99987295   +1 32 23.2
 DM1402;SPC TXNC     - 7,094,129.42  2,832,943.19   sFT  0.99987295   +1 32 23.2
 DM1402;UTM  15      - 3,665,373.346   250,189.089   MT  1.00036951   -1 27 44.9
 DM1402
 DM1402                          SUPERSEDED SURVEY CONTROL
 DM1402
 DM1402  NAD 83(1993)-  33 05 53.90889(N)    095 40 36.32737(W) AD(       ) 4
 DM1402  NAD 83(1986)-  33 05 53.91228(N)    095 40 36.31817(W) AD(       ) 4
 DM1402  NAD 27      -  33 05 53.49700(N)    095 40 35.46900(W) AD(       ) 3
 DM1402
 DM1402.Superseded values are not recommended for survey control.
 DM1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1402.See file dsdata.txt to determine how the superseded data were derived.
 DM1402
 DM1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5018965373(NAD 83)
 DM1402_MARKER: 22 = AIRWAY BEACON
 DM1402
 DM1402  HISTORY     - Date     Condition        Report By
 DM1402  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1402  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 DM1402
 DM1402                          STATION DESCRIPTION
 DM1402
 DM1402'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2832 ***********************************************************************
 CS2832  DESIGNATION -  DALLAS MAG
 CS2832  PID         -  CS2832
 CS2832  STATE/COUNTY-  TX/DALLAS
 CS2832  USGS QUAD   -  ADDISON (1981)
 CS2832
 CS2832                         *CURRENT SURVEY CONTROL
 CS2832  ___________________________________________________________________
 CS2832* NAD 83(1993)-  32 58 53.25245(N)    096 45 14.49499(W)     ADJUSTED  
 CS2832* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 CS2832  ___________________________________________________________________
 CS2832  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 CS2832  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CS2832
 CS2832  HORZ ORDER  -  THIRD
 CS2832
 CS2832.The horizontal coordinates were established by classical geodetic methods
 CS2832.and adjusted by the National Geodetic Survey in February 1996..
 CS2832
 CS2832.The orthometric height was scaled from a topographic map.
 CS2832
 CS2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2832
 CS2832.The geoid height was determined by GEOID03.
 CS2832
 CS2832;                    North         East     Units Scale Factor Converg.
 CS2832;SPC TXNC     - 2,147,152.866   763,172.788   MT  0.99987337   +0 57 08.1
 CS2832;SPC TXNC     - 7,044,450.69  2,503,842.72   sFT  0.99987337   +0 57 08.1
 CS2832;UTM  14      - 3,651,471.456   709,875.435   MT  1.00014314   +1 13 23.1
 CS2832
 CS2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2832!SPC TXNC     -   0.99997224  x   0.99987337  =   0.99984562
 CS2832!UTM  14      -   0.99997224  x   1.00014314  =   1.00011538
 CS2832
 CS2832|---------------------------------------------------------------------|
 CS2832| PID    Reference Object                     Distance      Geod. Az  |
 CS2832|                                                           dddmmss.s |
 CS2832| CS2835 BASE END                            120.094 METERS 06507     |
 CS2832| CS2755 RICHARDSON CAMPBELL ROAD TANK       APPROX. 1.2 KM 0911444.7 |
 CS2832| CX9403 DALLAS MAG AZ MK                                   1064212.3 |
 CS2832| CS2834 RICHARDSON HEIGHTS WATER TANK       APPROX. 2.9 KM 1982024.7 |
 CS2832|---------------------------------------------------------------------|
 CS2832
 CS2832                          SUPERSEDED SURVEY CONTROL
 CS2832
 CS2832  NAD 83(1993)-  32 58 53.25473(N)    096 45 14.48999(W) AD(       ) 3
 CS2832  NAD 83(1986)-  32 58 53.26007(N)    096 45 14.47990(W) AD(       ) 3
 CS2832  NAD 27      -  32 58 52.82400(N)    096 45 13.48500(W) AD(       ) 3
 CS2832
 CS2832.Superseded values are not recommended for survey control.
 CS2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2832.See file dsdata.txt to determine how the superseded data were derived.
 CS2832
 CS2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0987551471(NAD 83)
 CS2832_MARKER: DM = MAGNETIC STATION DISK
 CS2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2832
 CS2832  HISTORY     - Date     Condition        Report By
 CS2832  HISTORY     - 1965     MONUMENTED       CGS
 CS2832  HISTORY     - 19910617 MARK NOT FOUND   USPSQD
 CS2832  HISTORY     - 20010730 MARK NOT FOUND   NGS
 CS2832
 CS2832                          STATION DESCRIPTION
 CS2832
 CS2832'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 CS2832'THE STATION IS ABOUT 2-1/2 MILES NORTHWEST OF THE CENTER OF
 CS2832'RICHARDSON, ABOUT 1-1/2 MILES EAST-SOUTHEAST OF THE VILLAGE
 CS2832'OF RENNER, AND IS AT THE DALLAS GEOMAGNETIC CENTER OBSERVATORY.
 CS2832'THE MARK IS IN PROLONGATION WITH THE SOUTH SIDE OF A SMALL
 CS2832'BUILDING WHICH IS THE WEST CENTER BUILDING OF A GROUP OF
 CS2832'BUILDINGS.  IT IS ABOUT 50 YARDS WEST OF THE BUILDING.
 CS2832'
 CS2832'A CONNECTION TO DETERMINE THE POSITION OF STATION WAS MADE
 CS2832'BY MEASURING A PERPENDICULAR BASE TO THE LINE AND COMPUTING
 CS2832'THE LENGTH TO TRIANGULATION STATION RENNER, DISTANCE BEING
 CS2832'3,891.46 FEET (1,186.12 METERS) SOUTHEAST OF STATION RENNER.
 CS2832'THE MARK IS A STANDARD MAGNETIC STATION DISK, NO STAMPING, SET
 CS2832'IN AN 8 IN X 8 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 CS2832'THE GROUND.
 CS2832'
 CS2832'NOTE--NO REFERENCE MARKS WERE SET.
 CS2832'
 CS2832'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS2832
 CS2832                          STATION RECOVERY (1991)
 CS2832
 CS2832'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2832'MARK NOT FOUND.
 CS2832
 CS2832                          STATION RECOVERY (2001)
 CS2832
 CS2832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS2832'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2846 ***********************************************************************
 CS2846  DESIGNATION -  DALLAS MERCANTILE NATL BANK TR
 CS2846  PID         -  CS2846
 CS2846  STATE/COUNTY-  TX/DALLAS
 CS2846  USGS QUAD   -  DALLAS (1981)
 CS2846
 CS2846                         *CURRENT SURVEY CONTROL
 CS2846  ___________________________________________________________________
 CS2846* NAD 83(1993)-  32 46 50.86140(N)    096 47 47.83917(W)     ADJUSTED  
 CS2846* NAVD 88     -                                                        
 CS2846  ___________________________________________________________________
 CS2846  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 CS2846  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CS2846
 CS2846  HORZ ORDER  -  THIRD
 CS2846
 CS2846.The horizontal coordinates were established by classical geodetic methods
 CS2846.and adjusted by the National Geodetic Survey in February 1996..
 CS2846
 CS2846
 CS2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2846
 CS2846.The geoid height was determined by GEOID03.
 CS2846
 CS2846;                    North         East     Units Scale Factor Converg.
 CS2846;SPC TXNC     - 2,124,839.035   759,553.076   MT  0.99988373   +0 55 44.4
 CS2846;SPC TXNC     - 6,971,242.73  2,491,967.05   sFT  0.99988373   +0 55 44.4
 CS2846;UTM  14      - 3,629,135.233   706,359.072   MT  1.00012511   +1 11 36.2
 CS2846
 CS2846                          SUPERSEDED SURVEY CONTROL
 CS2846
 CS2846  NAD 83(1993)-  32 46 50.86591(N)    096 47 47.82652(W) AD(       ) 4
 CS2846  NAD 83(1986)-  32 46 50.86787(N)    096 47 47.82187(W) AD(       ) 4
 CS2846  NAD 27      -  32 46 50.40600(N)    096 47 46.82500(W) AD(       ) 3
 CS2846
 CS2846.Superseded values are not recommended for survey control.
 CS2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2846.See file dsdata.txt to determine how the superseded data were derived.
 CS2846
 CS2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0635929135(NAD 83)
 CS2846_MARKER: 55 = TOWER
 CS2846
 CS2846  HISTORY     - Date     Condition        Report By
 CS2846  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2846  HISTORY     - 1965     GOOD             CGS
 CS2846  HISTORY     - 1966     GOOD             CGS
 CS2846  HISTORY     - 1969     GOOD             CGS
 CS2846  HISTORY     - 1972     GOOD             NGS
 CS2846  HISTORY     - 1979     GOOD             LOCSUR
 CS2846  HISTORY     - 1980     GOOD             NGS
 CS2846  HISTORY     - 1985     GOOD             USPSQD
 CS2846  HISTORY     - 20000212 GOOD             USPSQD
 CS2846
 CS2846                          STATION DESCRIPTION
 CS2846
 CS2846'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2846'THE STATION IS LOCATED IN THE CITY OF DALLAS ON ERVAY ST. BETWEEN
 CS2846'MAIN ST. AND COMMERCE ST.
 CS2846'
 CS2846'THE TOWER ON TOP OF THE BUILDING IS OF STEEL CONSTRUCTION AND 600
 CS2846'FEET ABOVE THE SURFACE OF THE GROUND.  THIS IS THE TALLEST
 CS2846'OBJECT IN THE CITY OF DALLAS.
 CS2846
 CS2846                          STATION RECOVERY (1965)
 CS2846
 CS2846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 CS2846'THE STATION WAS RECOVERED AS DESCRIBED.  THE PRESENT TO REACH
 CS2846'IS ADEQUATE.
 CS2846
 CS2846                          STATION RECOVERY (1966)
 CS2846
 CS2846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WEB)
 CS2846'STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE IN GOOD
 CS2846'CONDITION.
 CS2846
 CS2846                          STATION RECOVERY (1969)
 CS2846
 CS2846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 CS2846'THE STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE IN
 CS2846'CONDITION.
 CS2846'
 CS2846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN DOWNTOWN
 CS2846'DALLAS
 CS2846
 CS2846                          STATION RECOVERY (1972)
 CS2846
 CS2846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ALS)
 CS2846'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PRESENT
 CS2846'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING NOTE.  THE BUILDING IS
 CS2846'NO LONGER THE TALLEST BUILDING IN DALLAS, BUT IS THE TALLEST
 CS2846'OF THE BUILDING OF THAT STYLE BUILT IN THE YEAR 1945.
 CS2846
 CS2846                          STATION RECOVERY (1979)
 CS2846
 CS2846'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2846'INTERSECTION STATION FOUND IN GOOD CONDITION - DESCRIPTION
 CS2846'ADEQUATE - NO LONGER TALLEST OBJECT IN CITY OF DALLAS.
 CS2846'
 CS2846'DISTANCE AND DIRECTION FROM NEAREST TOWN--DALLAS.
 CS2846
 CS2846                          STATION RECOVERY (1980)
 CS2846
 CS2846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 CS2846'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS2846'
 CS2846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN DOWNTOWN
 CS2846'DALLAS.
 CS2846
 CS2846                          STATION RECOVERY (1985)
 CS2846
 CS2846'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2846'RECOVERED IN GOOD CONDITION.
 CS2846
 CS2846                          STATION RECOVERY (2000)
 CS2846
 CS2846'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2836 ***********************************************************************
 CS2836  DESIGNATION -  DALLAS POWER AND LIGHT CO TANK
 CS2836  PID         -  CS2836
 CS2836  STATE/COUNTY-  TX/DALLAS
 CS2836  USGS QUAD   -  DALLAS (1981)
 CS2836
 CS2836                         *CURRENT SURVEY CONTROL
 CS2836  ___________________________________________________________________
 CS2836* NAD 83(1993)-  32 47 25.81173(N)    096 49 00.30078(W)     ADJUSTED  
 CS2836* NAVD 88     -                                                        
 CS2836  ___________________________________________________________________
 CS2836  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 CS2836  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS2836
 CS2836  HORZ ORDER  -  THIRD
 CS2836
 CS2836.The horizontal coordinates were established by classical geodetic methods
 CS2836.and adjusted by the National Geodetic Survey in February 1996..
 CS2836
 CS2836
 CS2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2836
 CS2836.The geoid height was determined by GEOID03.
 CS2836
 CS2836;                    North         East     Units Scale Factor Converg.
 CS2836;SPC TXNC     - 2,125,885.052   757,650.606   MT  0.99988295   +0 55 04.9
 CS2836;SPC TXNC     - 6,974,674.54  2,485,725.36   sFT  0.99988295   +0 55 04.9
 CS2836;UTM  14      - 3,630,172.700   704,451.341   MT  1.00011544   +1 10 58.0
 CS2836
 CS2836                          SUPERSEDED SURVEY CONTROL
 CS2836
 CS2836  NAD 83(1993)-  32 47 25.81742(N)    096 49 00.28728(W) AD(       ) 4
 CS2836  NAD 83(1986)-  32 47 25.81811(N)    096 49 00.28354(W) AD(       ) 4
 CS2836  NAD 27      -  32 47 25.36000(N)    096 48 59.28000(W) AD(       ) 3
 CS2836
 CS2836.Superseded values are not recommended for survey control.
 CS2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2836.See file dsdata.txt to determine how the superseded data were derived.
 CS2836
 CS2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0445130173(NAD 83)
 CS2836_MARKER: 53 = ELEVATED TANK
 CS2836
 CS2836  HISTORY     - Date     Condition        Report By
 CS2836  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2836  HISTORY     - 1985     GOOD             USPSQD
 CS2836  HISTORY     - 19991106 GOOD             USPSQD
 CS2836
 CS2836                          STATION DESCRIPTION
 CS2836
 CS2836'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2836'THE STATION IS LOCATED IN THE WEST PART OF THE CITY OF DALLAS
 CS2836'AND 100 YARDS SOUTHWEST OF THE POWER PLANT BUILDING.
 CS2836'
 CS2836'THE TANK IS OF STEEL CONSTRUCTION, 100 FEET HIGH, FOUR-LEGGED AND
 CS2836'PAINTED SILVER.  IT IS 30 FEET SQUARE AT THE BASE.
 CS2836'
 CS2836'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TANK.
 CS2836'
 CS2836'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CS2836'77 (CEDAR SPRINGS AVE.) AND ALAMO ST. IN WEST DALLAS, GO WEST ON
 CS2836'ALAMO ST. FOR 0.4 MILE TO RAILROAD TRACKS.  TURN SHARP LEFT ACROSS
 CS2836'RAILROAD TRACKS AND GO SOUTHEAST FOR 0.15 MILE TO THE ENTRANCE TO
 CS2836'THE DALLAS POWER AND LIGHT CO. PLANT AND THE STATION AS
 CS2836'DESCRIBED.
 CS2836
 CS2836                          STATION RECOVERY (1985)
 CS2836
 CS2836'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2836'RECOVERED IN GOOD CONDITION.
 CS2836
 CS2836                          STATION RECOVERY (1999)
 CS2836
 CS2836'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2843 ***********************************************************************
 CS2843  DESIGNATION -  DALLAS PROCTOR AND GAMBLE TANK
 CS2843  PID         -  CS2843
 CS2843  STATE/COUNTY-  TX/DALLAS
 CS2843  USGS QUAD   -  DALLAS (1981)
 CS2843
 CS2843                         *CURRENT SURVEY CONTROL
 CS2843  ___________________________________________________________________
 CS2843* NAD 83(1993)-  32 45 27.99031(N)    096 47 06.04415(W)     ADJUSTED  
 CS2843* NAVD 88     -                                                        
 CS2843  ___________________________________________________________________
 CS2843  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 CS2843  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CS2843
 CS2843  HORZ ORDER  -  THIRD
 CS2843
 CS2843.The horizontal coordinates were established by classical geodetic methods
 CS2843.and adjusted by the National Geodetic Survey in February 1996..
 CS2843
 CS2843
 CS2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2843
 CS2843.The geoid height was determined by GEOID03.
 CS2843
 CS2843;                    North         East     Units Scale Factor Converg.
 CS2843;SPC TXNC     - 2,122,304.464   760,682.115   MT  0.99988570   +0 56 07.2
 CS2843;SPC TXNC     - 6,962,927.23  2,495,671.24   sFT  0.99988570   +0 56 07.2
 CS2843;UTM  14      - 3,626,605.275   707,500.055   MT  1.00013094   +1 11 56.2
 CS2843
 CS2843                          SUPERSEDED SURVEY CONTROL
 CS2843
 CS2843  NAD 83(1993)-  32 45 27.99765(N)    096 47 06.03274(W) AD(       ) 4
 CS2843  NAD 83(1986)-  32 45 27.99688(N)    096 47 06.02662(W) AD(       ) 4
 CS2843  NAD 27      -  32 45 27.52000(N)    096 47 05.02000(W) AD(       ) 3
 CS2843
 CS2843.Superseded values are not recommended for survey control.
 CS2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2843.See file dsdata.txt to determine how the superseded data were derived.
 CS2843
 CS2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0750026605(NAD 83)
 CS2843_MARKER: 53 = ELEVATED TANK
 CS2843
 CS2843  HISTORY     - Date     Condition        Report By
 CS2843  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2843  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CS2843
 CS2843                          STATION DESCRIPTION
 CS2843
 CS2843'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2843'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE CENTER OF THE
 CS2843'CITY OF DALLAS ON THE EAST SIDE OF THE TRINITY RIVER ABOUT
 CS2843'75 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 75 AT A
 CS2843'MANUFACTURING PLANT BELONGING TO PROCTER AND GAMBLE.
 CS2843'
 CS2843'THE TANK IS OF STEEL CONSTRUCTION, 150 FEET HIGH, PAINTED SILVER,
 CS2843'FOUR-LEGGED AND 40 FEET SQUARE AT THE BASE.
 CS2843'
 CS2843'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2843'
 CS2843'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 75 AND
 CS2843'80 AND THE INTERSECTION OF COMMERCE AND LAMAR STREETS IN DALLAS,
 CS2843'GO SOUTH ON U.S. HIGHWAY 75 FOR 2.8 MILES TO THE STATION ON THE
 CS2843'RIGHT.
 CS2843
 CS2843                          STATION RECOVERY (1985)
 CS2843
 CS2843'RECOVERY NOTE BY US POWER SQUADRON 1985 (CES)
 CS2843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2839 ***********************************************************************
 CS2839  DESIGNATION -  DALLAS PWR AND LT CO N STK
 CS2839  PID         -  CS2839
 CS2839  STATE/COUNTY-  TX/DALLAS
 CS2839  USGS QUAD   -  DALLAS (1981)
 CS2839
 CS2839                         *CURRENT SURVEY CONTROL
 CS2839  ___________________________________________________________________
 CS2839* NAD 83(1993)-  32 47 19.06347(N)    096 48 34.67442(W)     ADJUSTED  
 CS2839* NAVD 88     -                                                        
 CS2839  ___________________________________________________________________
 CS2839  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 CS2839  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CS2839
 CS2839  HORZ ORDER  -  THIRD
 CS2839
 CS2839.The horizontal coordinates were established by classical geodetic methods
 CS2839.and adjusted by the National Geodetic Survey in February 1996..
 CS2839
 CS2839
 CS2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2839
 CS2839.The geoid height was determined by GEOID03.
 CS2839
 CS2839;                    North         East     Units Scale Factor Converg.
 CS2839;SPC TXNC     - 2,125,687.923   758,320.595   MT  0.99988310   +0 55 18.9
 CS2839;SPC TXNC     - 6,974,027.79  2,487,923.49   sFT  0.99988310   +0 55 18.9
 CS2839;UTM  14      - 3,629,978.623   705,122.390   MT  1.00011883   +1 11 11.7
 CS2839
 CS2839                          SUPERSEDED SURVEY CONTROL
 CS2839
 CS2839  NAD 83(1993)-  32 47 19.06884(N)    096 48 34.66071(W) AD(       ) 4
 CS2839  NAD 83(1986)-  32 47 19.06990(N)    096 48 34.65716(W) AD(       ) 4
 CS2839  NAD 27      -  32 47 18.60900(N)    096 48 33.66000(W) AD(       ) 3
 CS2839
 CS2839.Superseded values are not recommended for survey control.
 CS2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2839.See file dsdata.txt to determine how the superseded data were derived.
 CS2839
 CS2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0512229979(NAD 83)
 CS2839_MARKER: 63 = STACK
 CS2839
 CS2839  HISTORY     - Date     Condition        Report By
 CS2839  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2839  HISTORY     - 1966     GOOD             CGS
 CS2839  HISTORY     - 1972     GOOD             NGS
 CS2839  HISTORY     - 1979     GOOD             LOCSUR
 CS2839  HISTORY     - 1985     GOOD             USPSQD
 CS2839  HISTORY     - 19991106 GOOD             USPSQD
 CS2839
 CS2839                          STATION DESCRIPTION
 CS2839
 CS2839'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2839'THE STATION IS LOCATED IN THE WEST PART OF THE CITY OF DALLAS,
 CS2839'30 FEET WEST OF THE CENTERLINE OF RAILROAD TRACKS AND AT THE
 CS2839'NORTHEAST CORNER OF THE POWER PLANT BUILDING.
 CS2839'
 CS2839'IT IS A CONCRETE STACK, 200 FEET HIGH, 30 FEET IN DIAMETER AT THE
 CS2839'BASE AND 10 FEET IN DIAMETER AT THE TOP.
 CS2839'
 CS2839'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 CS2839'
 CS2839'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 77
 CS2839'(CEDAR SPRINGS AVE.) AND ALAMO ST. IN WEST DALLAS, GO WEST ON ALAMO
 CS2839'ST. FOR 0.4 MILE TO RAILROAD TRACKS.  TURN SHARP LEFT ACROSS
 CS2839'RAILROAD TRACKS AND GO SOUTHEAST FOR 0.15 MILE TO THE ENTRANCE TO
 CS2839'THE DALLAS POWER AND LIGHT CO. PLANT AND THE STATION AS
 CS2839'DESCRIBED.
 CS2839
 CS2839                          STATION RECOVERY (1966)
 CS2839
 CS2839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WEB)
 CS2839'STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE IN GOOD
 CS2839'CONDITION.
 CS2839
 CS2839                          STATION RECOVERY (1972)
 CS2839
 CS2839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ALS)
 CS2839'THE STATION WAS RECOVERED AS DESCRIBED.
 CS2839
 CS2839                          STATION RECOVERY (1979)
 CS2839
 CS2839'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2839'INTERSECTION STATION FOUND IN GOOD CONDITION.
 CS2839'
 CS2839'DISTANCE AND DIRECTION FROM NEAREST TOWN--DALLAS.
 CS2839
 CS2839                          STATION RECOVERY (1985)
 CS2839
 CS2839'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2839'RECOVERED IN GOOD CONDITION.
 CS2839
 CS2839                          STATION RECOVERY (1999)
 CS2839
 CS2839'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2848 ***********************************************************************
 CS2848  DESIGNATION -  DALLAS PWR AND LT CO S STK
 CS2848  PID         -  CS2848
 CS2848  STATE/COUNTY-  TX/DALLAS
 CS2848  USGS QUAD   -  DALLAS (1981)
 CS2848
 CS2848                         *CURRENT SURVEY CONTROL
 CS2848  ___________________________________________________________________
 CS2848* NAD 83(1993)-  32 47 17.50997(N)    096 48 34.50772(W)     ADJUSTED  
 CS2848* NAVD 88     -                                                        
 CS2848  ___________________________________________________________________
 CS2848  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 CS2848  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CS2848
 CS2848  HORZ ORDER  -  THIRD
 CS2848
 CS2848.The horizontal coordinates were established by classical geodetic methods
 CS2848.and adjusted by the National Geodetic Survey in February 1996..
 CS2848
 CS2848
 CS2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2848
 CS2848.The geoid height was determined by GEOID03.
 CS2848
 CS2848;                    North         East     Units Scale Factor Converg.
 CS2848;SPC TXNC     - 2,125,640.148   758,325.701   MT  0.99988313   +0 55 19.0
 CS2848;SPC TXNC     - 6,973,871.05  2,487,940.24   sFT  0.99988313   +0 55 19.0
 CS2848;UTM  14      - 3,629,930.861   705,127.719   MT  1.00011886   +1 11 11.8
 CS2848
 CS2848                          SUPERSEDED SURVEY CONTROL
 CS2848
 CS2848  NAD 83(1993)-  32 47 17.51513(N)    096 48 34.49367(W) AD(       ) 4
 CS2848  NAD 83(1986)-  32 47 17.51640(N)    096 48 34.49046(W) AD(       ) 4
 CS2848  NAD 27      -  32 47 17.05500(N)    096 48 33.49300(W) AD(       ) 3
 CS2848
 CS2848.Superseded values are not recommended for survey control.
 CS2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2848.See file dsdata.txt to determine how the superseded data were derived.
 CS2848
 CS2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0512829931(NAD 83)
 CS2848_MARKER: 63 = STACK
 CS2848
 CS2848  HISTORY     - Date     Condition        Report By
 CS2848  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2848  HISTORY     - 1979     GOOD             LOCSUR
 CS2848  HISTORY     - 1985     GOOD             USPSQD
 CS2848  HISTORY     - 19991106 GOOD             USPSQD
 CS2848
 CS2848                          STATION DESCRIPTION
 CS2848
 CS2848'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2848'THE STATION IS LOCATED IN THE WEST PART OF THE CITY OF DALLAS, 30
 CS2848'FEET WEST OF THE CENTERLINE OF RAILROAD TRACKS AND AT THE SOUTHEAST
 CS2848'CORNER OF THE POWER PLANT BUILDING.
 CS2848'
 CS2848'IT IS A CONCRETE STACK, 200 FEET HIGH, 30 FEET IN DIAMETER AT THE
 CS2848'BASE AND 10 FEET IN DIAMETER AT THE TOP.
 CS2848'
 CS2848'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 CS2848'
 CS2848'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CS2848'77 (CEDAR SPRINGS AVE.) AND ALAMO ST. IN WEST DALLAS, GO WEST ON
 CS2848'ALAMO ST. FOR 0.4 MILE TO RAILROAD TRACKS.  TURN SHARP LEFT
 CS2848'ACROSS RAILROAD TRACKS AND GO SOUTHEAST FOR 0.15 MILE TO THE
 CS2848'ENTRANCE TO THE DALLAS POWER AND LIGHT CO. PLANT AND THE STATION
 CS2848'AS DESCRIBED.
 CS2848
 CS2848                          STATION RECOVERY (1979)
 CS2848
 CS2848'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2848'INTERSECTION STATION FOUND IN GOOD CONDITION.
 CS2848'
 CS2848'DISTANCE AND DIRECTION FROM NEAREST TOWN--DALLAS.
 CS2848
 CS2848                          STATION RECOVERY (1985)
 CS2848
 CS2848'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2848'RECOVERED IN GOOD CONDITION.
 CS2848
 CS2848                          STATION RECOVERY (1999)
 CS2848
 CS2848'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2845 ***********************************************************************
 CS2845  DESIGNATION -  DALLAS REPUBLIC NATL BANK TWR
 CS2845  PID         -  CS2845
 CS2845  STATE/COUNTY-  TX/DALLAS
 CS2845  USGS QUAD   -  DALLAS (1981)
 CS2845
 CS2845                         *CURRENT SURVEY CONTROL
 CS2845  ___________________________________________________________________
 CS2845* NAD 83(1993)-  32 46 59.18791(N)    096 47 52.89863(W)     ADJUSTED  
 CS2845* NAVD 88     -                                                        
 CS2845  ___________________________________________________________________
 CS2845  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 CS2845  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CS2845
 CS2845  HORZ ORDER  -  THIRD
 CS2845
 CS2845.The horizontal coordinates were established by classical geodetic methods
 CS2845.and adjusted by the National Geodetic Survey in February 1996..
 CS2845
 CS2845
 CS2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2845
 CS2845.The geoid height was determined by GEOID03.
 CS2845
 CS2845;                    North         East     Units Scale Factor Converg.
 CS2845;SPC TXNC     - 2,125,093.342   759,417.290   MT  0.99988354   +0 55 41.7
 CS2845;SPC TXNC     - 6,972,077.07  2,491,521.56   sFT  0.99988354   +0 55 41.7
 CS2845;UTM  14      - 3,629,388.971   706,222.081   MT  1.00012441   +1 11 33.7
 CS2845
 CS2845                          SUPERSEDED SURVEY CONTROL
 CS2845
 CS2845  NAD 83(1993)-  32 46 59.19115(N)    096 47 52.88984(W) AD(       ) 4
 CS2845  NAD 83(1986)-  32 46 59.19432(N)    096 47 52.88145(W) AD(       ) 4
 CS2845  NAD 27      -  32 46 58.74200(N)    096 47 51.88700(W) AD(       ) 3
 CS2845
 CS2845.Superseded values are not recommended for survey control.
 CS2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2845.See file dsdata.txt to determine how the superseded data were derived.
 CS2845
 CS2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0622229389(NAD 83)
 CS2845_MARKER: 55 = TOWER
 CS2845
 CS2845  HISTORY     - Date     Condition        Report By
 CS2845  HISTORY     - 1955     FIRST OBSERVED   CGS
 CS2845  HISTORY     - 1958     GOOD             CGS
 CS2845  HISTORY     - 1960     GOOD             CGS
 CS2845  HISTORY     - 1965     GOOD             CGS
 CS2845  HISTORY     - 1966     GOOD             CGS
 CS2845  HISTORY     - 1969     GOOD             CGS
 CS2845  HISTORY     - 1972     GOOD             NGS
 CS2845  HISTORY     - 1973     GOOD             NGS
 CS2845  HISTORY     - 1979     GOOD             LOCSUR
 CS2845  HISTORY     - 1980     GOOD             NGS
 CS2845  HISTORY     - 1983     GOOD             NGS
 CS2845  HISTORY     - 20000212 GOOD             USPSQD
 CS2845
 CS2845                          STATION DESCRIPTION
 CS2845
 CS2845'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS2845'THE OBJECT SIGHTED ON IS THE BEACON ON THE TOP OF THE TOWER, WHICH
 CS2845'IS ON THE TOP OF THE REPUBLIC NATIONAL BANK BUILDING IN
 CS2845'DOWNTOWN DALLAS.
 CS2845
 CS2845                          STATION RECOVERY (1958)
 CS2845
 CS2845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 CS2845'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 CS2845
 CS2845                          STATION RECOVERY (1960)
 CS2845
 CS2845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 CS2845'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED BY C.A.S. 1955.
 CS2845
 CS2845                          STATION RECOVERY (1965)
 CS2845
 CS2845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 CS2845'THE STATION WAS RECOVERED AS DESCRIBED.  THE PRESENT TO REACH IS
 CS2845'ADEQUATE.
 CS2845
 CS2845                          STATION RECOVERY (1966)
 CS2845
 CS2845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WEB)
 CS2845'STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE IN GOOD
 CS2845'CONDITION.
 CS2845
 CS2845                          STATION RECOVERY (1969)
 CS2845
 CS2845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 CS2845'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CS2845'
 CS2845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN DOWNTOWN DALLAS
 CS2845
 CS2845                          STATION RECOVERY (1972)
 CS2845
 CS2845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ALS)
 CS2845'THE STATION WAS RECOVERED AS DESCRIBED.
 CS2845
 CS2845                          STATION RECOVERY (1973)
 CS2845
 CS2845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 CS2845'THE STATION WAS RECOVERED AS DESCRIBED.
 CS2845
 CS2845                          STATION RECOVERY (1979)
 CS2845
 CS2845'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2845'INTERSECTION STA FOUND IN GOOD CONDITION DESCRIPTION ADEQUATE.
 CS2845'
 CS2845'DISTANCE AND DIRECTION FROM NEAREST TOWN--DALLAS.
 CS2845
 CS2845                          STATION RECOVERY (1980)
 CS2845
 CS2845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (EEE)
 CS2845'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS2845'
 CS2845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN DOWNTOWN
 CS2845'DALLAS.
 CS2845
 CS2845                          STATION RECOVERY (1983)
 CS2845
 CS2845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (APF)
 CS2845'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS2845'
 CS2845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN
 CS2845'DOWNTOWN DALLAS.
 CS2845
 CS2845                          STATION RECOVERY (2000)
 CS2845
 CS2845'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1234 ***********************************************************************
 CS1234  DESIGNATION -  DALLAS RM 1
 CS1234  PID         -  CS1234
 CS1234  STATE/COUNTY-  TX/DALLAS
 CS1234  USGS QUAD   -  DALLAS (1981)
 CS1234
 CS1234                         *CURRENT SURVEY CONTROL
 CS1234  ___________________________________________________________________
 CS1234* NAD 83(1986)-  32 46 33.     (N)    096 48 58.     (W)     SCALED    
 CS1234* NAVD 88     -       129.531  (meters)     424.97   (feet)  ADJUSTED  
 CS1234  ___________________________________________________________________
 CS1234  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS1234  DYNAMIC HT  -         129.383 (meters)     424.48  (feet)  COMP
 CS1234  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 CS1234
 CS1234  VERT ORDER  -  FIRST     CLASS II
 CS1234
 CS1234.The horizontal coordinates were scaled from a topographic map and have
 CS1234.an estimated accuracy of +/- 6 seconds.
 CS1234
 CS1234.The orthometric height was determined by differential leveling
 CS1234.and adjusted by the National Geodetic Survey in June 1991..
 CS1234
 CS1234.The geoid height was determined by GEOID03.
 CS1234
 CS1234.The dynamic height is computed by dividing the NAVD 88
 CS1234.geopotential number by the normal gravity value computed on the
 CS1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1234.degrees latitude (g = 980.6199 gals.).
 CS1234
 CS1234.The modeled gravity was interpolated from observed gravity values.
 CS1234
 CS1234;                    North         East    Units  Estimated Accuracy
 CS1234;SPC TXNC     - 2,124,260.      757,740.      MT  (+/- 180 meters Scaled)
 CS1234
 CS1234                          SUPERSEDED SURVEY CONTROL
 CS1234
 CS1234  NGVD 29 (??/??/92)  129.544  (m)          425.01   (f) ADJ UNCH    1 2
 CS1234
 CS1234.Superseded values are not recommended for survey control.
 CS1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1234.See file dsdata.txt to determine how the superseded data were derived.
 CS1234
 CS1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB045285(NAD 83)
 CS1234_MARKER: DR = REFERENCE MARK DISK
 CS1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1234_STAMPING: DALLAS NO 1 1947
 CS1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1234+STABILITY: SURFACE MOTION
 CS1234
 CS1234  HISTORY     - Date     Condition        Report By
 CS1234  HISTORY     - 1947     MONUMENTED       CGS
 CS1234  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1234  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1234
 CS1234                          STATION DESCRIPTION
 CS1234
 CS1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1234'IN DALLAS.
 CS1234'ABOUT 0.5 MILE WEST OF THE DALLAS COUNTY COURTHOUSE, NEAR THE EAST END
 CS1234'OF THE COMMERCE STREET VIADUCT OVER THE TRINITY RIVER, 156 FEET EAST
 CS1234'OF TRIANGULATION STATION DALLAS, 108 FEET EAST OF THE EAST END OF THE
 CS1234'COMMERCE STREET VIADUCT, 60 FEET SOUTH OF THE CENTER LINE OF COMMERCE
 CS1234'STREET, 4 FEET WEST OF A POWER POLE.  A BRONZE REFERENCE MARK DISK SET
 CS1234'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 CS1234'GROUND.
 CS1234
 CS1234                          STATION RECOVERY (1958)
 CS1234
 CS1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1234'MARK NOT FOUND.
 CS1234
 CS1234                          STATION RECOVERY (1986)
 CS1234
 CS1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1235 ***********************************************************************
 CS1235  DESIGNATION -  DALLAS RM 2
 CS1235  PID         -  CS1235
 CS1235  STATE/COUNTY-  TX/DALLAS
 CS1235  USGS QUAD   -  DALLAS (1981)
 CS1235
 CS1235                         *CURRENT SURVEY CONTROL
 CS1235  ___________________________________________________________________
 CS1235* NAD 83(1986)-  32 46 33.     (N)    096 48 58.     (W)     SCALED    
 CS1235* NAVD 88     -       130.100  (meters)     426.84   (feet)  ADJUSTED  
 CS1235  ___________________________________________________________________
 CS1235  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS1235  DYNAMIC HT  -         129.952 (meters)     426.35  (feet)  COMP
 CS1235  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 CS1235
 CS1235  VERT ORDER  -  FIRST     CLASS II
 CS1235
 CS1235.The horizontal coordinates were scaled from a topographic map and have
 CS1235.an estimated accuracy of +/- 6 seconds.
 CS1235
 CS1235.The orthometric height was determined by differential leveling
 CS1235.and adjusted by the National Geodetic Survey in June 1991..
 CS1235
 CS1235.The geoid height was determined by GEOID03.
 CS1235
 CS1235.The dynamic height is computed by dividing the NAVD 88
 CS1235.geopotential number by the normal gravity value computed on the
 CS1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1235.degrees latitude (g = 980.6199 gals.).
 CS1235
 CS1235.The modeled gravity was interpolated from observed gravity values.
 CS1235
 CS1235;                    North         East    Units  Estimated Accuracy
 CS1235;SPC TXNC     - 2,124,260.      757,740.      MT  (+/- 180 meters Scaled)
 CS1235
 CS1235                          SUPERSEDED SURVEY CONTROL
 CS1235
 CS1235  NGVD 29 (??/??/92)  130.113  (m)          426.88   (f) ADJ UNCH    1 2
 CS1235
 CS1235.Superseded values are not recommended for survey control.
 CS1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1235.See file dsdata.txt to determine how the superseded data were derived.
 CS1235
 CS1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB045285(NAD 83)
 CS1235_MARKER: DR = REFERENCE MARK DISK
 CS1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1235_STAMPING: DALLAS NO. 2 1947
 CS1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1235+STABILITY: SURFACE MOTION
 CS1235
 CS1235  HISTORY     - Date     Condition        Report By
 CS1235  HISTORY     - 1947     MONUMENTED       CGS
 CS1235  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1235  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1235
 CS1235                          STATION DESCRIPTION
 CS1235
 CS1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1235'IN DALLAS.
 CS1235'ABOUT 0.5 MILES WEST OF THE DALLAS COUNTY COURTHOUSE AT DALLAS, NEAR
 CS1235'THE EAST END OF THE COMMERCE STREET VIADUCT OVER THE TRINITY RIVER,
 CS1235'174.0 FEET SOUTH OF THE CENTER LINE OF COMMERCE STREET, 120.0 FEET
 CS1235'SOUTH OF DALLAS TRIANGULATION STATION AND ON THE TOP OF THE LEVEE,
 CS1235'84.0 FEET SOUTHWEST OF A POWER POLE.  A BRONZE REFERENCE DISK SET IN
 CS1235'THE TOP OF A CONCRETE POST.
 CS1235
 CS1235                          STATION RECOVERY (1958)
 CS1235
 CS1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1235'MARK NOT FOUND.
 CS1235
 CS1235                          STATION RECOVERY (1986)
 CS1235
 CS1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2860 ***********************************************************************
 CS2860  DESIGNATION -  DALLAS SHIPPERS WHSE CO TANK
 CS2860  PID         -  CS2860
 CS2860  STATE/COUNTY-  TX/DALLAS
 CS2860  USGS QUAD   -  DALLAS (1981)
 CS2860
 CS2860                         *CURRENT SURVEY CONTROL
 CS2860  ___________________________________________________________________
 CS2860* NAD 83(1993)-  32 45 31.53066(N)    096 47 04.81914(W)     ADJUSTED  
 CS2860* NAVD 88     -                                                        
 CS2860  ___________________________________________________________________
 CS2860  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 CS2860  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CS2860
 CS2860  HORZ ORDER  -  THIRD
 CS2860
 CS2860.The horizontal coordinates were established by classical geodetic methods
 CS2860.and adjusted by the National Geodetic Survey in February 1996..
 CS2860
 CS2860
 CS2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2860
 CS2860.The geoid height was determined by GEOID03.
 CS2860
 CS2860;                    North         East     Units Scale Factor Converg.
 CS2860;SPC TXNC     - 2,122,414.020   760,712.214   MT  0.99988561   +0 56 07.9
 CS2860;SPC TXNC     - 6,963,286.66  2,495,769.99   sFT  0.99988561   +0 56 07.9
 CS2860;UTM  14      - 3,626,714.995   707,529.656   MT  1.00013109   +1 11 56.9
 CS2860
 CS2860                          SUPERSEDED SURVEY CONTROL
 CS2860
 CS2860  NAD 83(1993)-  32 45 31.53508(N)    096 47 04.80349(W) AD(       ) 4
 CS2860  NAD 83(1986)-  32 45 31.53721(N)    096 47 04.80170(W) AD(       ) 4
 CS2860  NAD 27      -  32 45 31.07400(N)    096 47 03.80400(W) AD(       ) 3
 CS2860
 CS2860.Superseded values are not recommended for survey control.
 CS2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2860.See file dsdata.txt to determine how the superseded data were derived.
 CS2860
 CS2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0753026715(NAD 83)
 CS2860_MARKER: 53 = ELEVATED TANK
 CS2860
 CS2860  HISTORY     - Date     Condition        Report By
 CS2860  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2860  HISTORY     - 1960     GOOD             CGS
 CS2860  HISTORY     - 1985     GOOD             USPSQD
 CS2860
 CS2860                          STATION DESCRIPTION
 CS2860
 CS2860'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2860'THE STATION IS LOCATED IN THE SOUTH PART OF THE CITY OF DALLAS
 CS2860'ON THE EAST SIDE OF THE TRINITY RIVER ABOUT 150 FEET EAST OF
 CS2860'RAILROAD TRACKS, 88 FEET EAST OF A CONCRETE LOADING PLATFORM
 CS2860'AND 30 FEET NORTH OF A CONCRETE WAREHOUSE BELONGING TO THE
 CS2860'SHIPPERS WAREHOUSE CO.
 CS2860'
 CS2860'THE TANK IS OF STEEL CONSTRUCTION, 100 FEET HIGH, PAINTED BLACK
 CS2860'WITH A WHITE TOP, FOUR-LEGGED AND 30 FEET WIDE AT THE BASE.
 CS2860'
 CS2860'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2860'
 CS2860'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 75 AND 80
 CS2860'AND THE INTERSECTION OF COMMERCE AND LAMAR STREETS IN DALLAS,
 CS2860'GO SOUTH ON U.S. HIGHWAY 75 FOR 2.3 MILES TO FOREST AVE.  TURN
 CS2860'RIGHT AND GO WEST 0.1 MILE TO A TRACK ROAD RIGHT JUST BEFORE
 CS2860'CROSSING RAILROAD TRACKS.  TURN RIGHT AND GO NORTH ON TRACK ALONG
 CS2860'THE EAST SIDE OF RAILROAD TRACKS FOR 0.2 MILE TO THE STATION
 CS2860'ON THE RIGHT.
 CS2860
 CS2860                          STATION RECOVERY (1960)
 CS2860
 CS2860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 CS2860'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND FOUND
 CS2860'IN GOOD CONDITION.
 CS2860'
 CS2860'THE TANK HAS BEEN REPAINTED AND IS NOW WHITE WITH THE ROOF AND
 CS2860'BOTTOM PAINTED BLACK.  THE NAME SHIPPERS WAREHOUSE IS PAINTED IN
 CS2860'BLACK LETTERS ON THE NORTH AND SOUTH SIDES.
 CS2860
 CS2860                          STATION RECOVERY (1985)
 CS2860
 CS2860'RECOVERY NOTE BY US POWER SQUADRON 1985 (CES)
 CS2860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2851 ***********************************************************************
 CS2851  DESIGNATION -  DALLAS SWIFT AND CO WATER TANK
 CS2851  PID         -  CS2851
 CS2851  STATE/COUNTY-  TX/DALLAS
 CS2851  USGS QUAD   -  DALLAS (1981)
 CS2851
 CS2851                         *CURRENT SURVEY CONTROL
 CS2851  ___________________________________________________________________
 CS2851* NAD 83(1993)-  32 45 40.66940(N)    096 47 20.08947(W)     ADJUSTED  
 CS2851* NAVD 88     -                                                        
 CS2851  ___________________________________________________________________
 CS2851  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 CS2851  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CS2851
 CS2851  HORZ ORDER  -  THIRD
 CS2851
 CS2851.The horizontal coordinates were established by classical geodetic methods
 CS2851.and adjusted by the National Geodetic Survey in February 1996..
 CS2851
 CS2851
 CS2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2851
 CS2851.The geoid height was determined by GEOID03.
 CS2851
 CS2851;                    North         East     Units Scale Factor Converg.
 CS2851;SPC TXNC     - 2,122,688.993   760,310.246   MT  0.99988538   +0 55 59.6
 CS2851;SPC TXNC     - 6,964,188.80  2,494,451.20   sFT  0.99988538   +0 55 59.6
 CS2851;UTM  14      - 3,626,988.183   707,126.329   MT  1.00012903   +1 11 49.0
 CS2851
 CS2851                          SUPERSEDED SURVEY CONTROL
 CS2851
 CS2851  NAD 83(1993)-  32 45 40.67369(N)    096 47 20.07391(W) AD(       ) 4
 CS2851  NAD 83(1986)-  32 45 40.67588(N)    096 47 20.07198(W) AD(       ) 4
 CS2851  NAD 27      -  32 45 40.21300(N)    096 47 19.07500(W) AD(       ) 3
 CS2851
 CS2851.Superseded values are not recommended for survey control.
 CS2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2851.See file dsdata.txt to determine how the superseded data were derived.
 CS2851
 CS2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0712626988(NAD 83)
 CS2851_MARKER: 53 = ELEVATED TANK
 CS2851
 CS2851  HISTORY     - Date     Condition        Report By
 CS2851  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2851  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CS2851
 CS2851                          STATION DESCRIPTION
 CS2851
 CS2851'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2851'STATION IS LOCATED IN SOUTH PART OF DALLAS ON THE EAST SIDE OF
 CS2851'THE TRINITY RIVER ABOUT 100 YARDS WEST OF THE CENTER LINE OF U.S.
 CS2851'HIGHWAY 75 BETWEEN THE PACKING PLANT AND THE STOCK YARDS OF
 CS2851'SWIFT AND CO.
 CS2851'
 CS2851'THE TANK IS OF STEEL CONSTRUCTION, 120 FEET HIGH, PAINTED SILVER,
 CS2851'FOUR-LEGGED AND 25 FEET SQUARE AT THE BASE.
 CS2851'
 CS2851'POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2851'
 CS2851'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 75 AND 80
 CS2851'AND THE INTERSECTION OF COMMERCE AND LAMAR STREETS IN DALLAS,
 CS2851'GO SOUTH ON U.S. HIGHWAY 75 FOR 1.8 MILES TO ALMA STREET.  TURN
 CS2851'RIGHT AND GO WEST .05 MILE TO THE ENTRANCE TO SWIFT AND CO. AND
 CS2851'THE STATION.
 CS2851
 CS2851                          STATION RECOVERY (1985)
 CS2851
 CS2851'RECOVERY NOTE BY US POWER SQUADRON 1985 (CES)
 CS2851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2853 ***********************************************************************
 CS2853  DESIGNATION -  DALLAS UNION TERM PWR PLT STK
 CS2853  PID         -  CS2853
 CS2853  STATE/COUNTY-  TX/DALLAS
 CS2853  USGS QUAD   -  DALLAS (1981)
 CS2853
 CS2853                         *CURRENT SURVEY CONTROL
 CS2853  ___________________________________________________________________
 CS2853* NAD 83(1993)-  32 46 14.70840(N)    096 48 23.48576(W)     ADJUSTED  
 CS2853* NAVD 88     -                                                        
 CS2853  ___________________________________________________________________
 CS2853  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 CS2853  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CS2853
 CS2853  HORZ ORDER  -  THIRD
 CS2853
 CS2853.The horizontal coordinates were established by classical geodetic methods
 CS2853.and adjusted by the National Geodetic Survey in February 1996..
 CS2853
 CS2853
 CS2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2853
 CS2853.The geoid height was determined by GEOID03.
 CS2853
 CS2853;                    North         East     Units Scale Factor Converg.
 CS2853;SPC TXNC     - 2,123,710.595   758,643.616   MT  0.99988457   +0 55 25.0
 CS2853;SPC TXNC     - 6,967,540.51  2,488,983.26   sFT  0.99988457   +0 55 25.0
 CS2853;UTM  14      - 3,628,002.341   705,454.610   MT  1.00012052   +1 11 15.7
 CS2853
 CS2853                          SUPERSEDED SURVEY CONTROL
 CS2853
 CS2853  NAD 83(1993)-  32 46 14.71308(N)    096 48 23.46830(W) AD(       ) 4
 CS2853  NAD 83(1986)-  32 46 14.71493(N)    096 48 23.46829(W) AD(       ) 4
 CS2853  NAD 27      -  32 46 14.24000(N)    096 48 22.47000(W) AD(       ) 3
 CS2853
 CS2853.Superseded values are not recommended for survey control.
 CS2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2853.See file dsdata.txt to determine how the superseded data were derived.
 CS2853
 CS2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0545528002(NAD 83)
 CS2853_MARKER: 63 = STACK
 CS2853
 CS2853  HISTORY     - Date     Condition        Report By
 CS2853  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2853  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CS2853
 CS2853                          STATION DESCRIPTION
 CS2853
 CS2853'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2853'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE CITY
 CS2853'OF DALLAS ABOUT 1/4 MILE SOUTH OF THE UNION DEPOT, 100 FEET
 CS2853'EAST OF THE CENTERLINE OF U.S. HIGHWAY 175, 40 FEET WEST
 CS2853'OF THE CENTERLINE OF RAILROAD TRACKS AND 10 FEET SOUTH OF
 CS2853'THE POWER PLANT BUILDING.
 CS2853'
 CS2853'IT IS A CONCRETE STACK, 100 FEET HIGH, 10 FEET IN DIAMETER
 CS2853'AT THE BASE, 6 FEET IN DIAMETER AT THE TOP AND PAINTED BLACK
 CS2853'AT THE TOP.
 CS2853'
 CS2853'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 CS2853'
 CS2853'TO REACH THE STATION FROM THE UNION DEPOT IN DALLAS, GO
 CS2853'SOUTH ON HIGHWAY FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 CS2853
 CS2853                          STATION RECOVERY (1985)
 CS2853
 CS2853'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2841 ***********************************************************************
 CS2841  DESIGNATION -  DALLAS UNIV HEIGHTS MUN TANK
 CS2841  PID         -  CS2841
 CS2841  STATE/COUNTY-  TX/DALLAS
 CS2841  USGS QUAD   -  DALLAS (1981)
 CS2841
 CS2841                         *CURRENT SURVEY CONTROL
 CS2841  ___________________________________________________________________
 CS2841* NAD 83(1993)-  32 51 54.27355(N)    096 47 25.33457(W)     ADJUSTED  
 CS2841* NAVD 88     -                                                        
 CS2841  ___________________________________________________________________
 CS2841  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 CS2841  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CS2841
 CS2841  HORZ ORDER  -  THIRD
 CS2841
 CS2841.The horizontal coordinates were established by classical geodetic methods
 CS2841.and adjusted by the National Geodetic Survey in February 1996..
 CS2841
 CS2841
 CS2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2841
 CS2841.The geoid height was determined by GEOID03.
 CS2841
 CS2841;                    North         East     Units Scale Factor Converg.
 CS2841;SPC TXNC     - 2,134,193.083   759,986.488   MT  0.99987789   +0 55 56.7
 CS2841;SPC TXNC     - 7,001,931.81  2,493,389.00   sFT  0.99987789   +0 55 56.7
 CS2841;UTM  14      - 3,638,493.488   706,749.192   MT  1.00012709   +1 11 58.2
 CS2841
 CS2841                          SUPERSEDED SURVEY CONTROL
 CS2841
 CS2841  NAD 83(1993)-  32 51 54.27229(N)    096 47 25.32738(W) AD(       ) 4
 CS2841  NAD 83(1986)-  32 51 54.28025(N)    096 47 25.31768(W) AD(       ) 4
 CS2841  NAD 27      -  32 51 53.83300(N)    096 47 24.31600(W) AD(       ) 3
 CS2841
 CS2841.Superseded values are not recommended for survey control.
 CS2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2841.See file dsdata.txt to determine how the superseded data were derived.
 CS2841
 CS2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0674938493(NAD 83)
 CS2841_MARKER: 53 = ELEVATED TANK
 CS2841
 CS2841  HISTORY     - Date     Condition        Report By
 CS2841  HISTORY     - 1949     FIRST OBSERVED   CGS
 CS2841  HISTORY     - 1955     GOOD             CGS
 CS2841  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS2841
 CS2841                          STATION DESCRIPTION
 CS2841
 CS2841'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CL)
 CS2841'THIS STATION IS LOCATED AT THE NORTH EDGE OF DALLAS, 0.8
 CS2841'MILE EAST OF THE JUNCTION OF STATE HIGHWAY 289 AND LOOP
 CS2841'12, ALONG THE SOUTH SIDE OF LOOP 12.  IT IS A 16 LEGGED,
 CS2841'STEEL STRUCTURE, 72 FEET IN DIAMETER AT THE BASE AND ABOUT
 CS2841'120 FEET HIGH.
 CS2841'
 CS2841'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 CS2841
 CS2841                          STATION RECOVERY (1955)
 CS2841
 CS2841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS2841'THE OBJECT SIGHTED ON WAS THE LIGHT ON THE PEAK OF THE LARGE,
 CS2841'ELLIPSOIDAL TANK, OBSTRUCTION PAINTED, ABOUT 150 FEET HIGH,
 CS2841'ON THE SOUTH SIDE OF LOOP 12 HIGHWAY AND IN THE NORTH PART
 CS2841'OF DALLAS, ABOUT 0.3 MILE WEST OF HILLCREST MEMORIAL PARK AND
 CS2841'MAUSOLEUM.
 CS2841'
 CS2841'THE SAME AS DALLAS, UNIVERSITY HEIGHTS, MUNI. WATER TANK,
 CS2841'1949.
 CS2841
 CS2841                          STATION RECOVERY (2000)
 CS2841
 CS2841'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1325 ***********************************************************************
 DN1325  DESIGNATION -  DALLAS WICHITA AIRWAY BEACON 1
 DN1325  PID         -  DN1325
 DN1325  STATE/COUNTY-  TX/DENTON
 DN1325  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN1325
 DN1325                         *CURRENT SURVEY CONTROL
 DN1325  ___________________________________________________________________
 DN1325* NAD 83(1993)-  33 05 11.01339(N)    097 02 56.56261(W)     ADJUSTED  
 DN1325* NAVD 88     -                                                        
 DN1325  ___________________________________________________________________
 DN1325  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 DN1325  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DN1325
 DN1325  HORZ ORDER  -  THIRD
 DN1325
 DN1325.The horizontal coordinates were established by classical geodetic methods
 DN1325.and adjusted by the National Geodetic Survey in February 1996..
 DN1325
 DN1325
 DN1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1325
 DN1325.The geoid height was determined by GEOID03.
 DN1325
 DN1325;                    North         East     Units Scale Factor Converg.
 DN1325;SPC TXNC     - 2,158,368.422   735,442.553   MT  0.99987281   +0 47 28.8
 DN1325;SPC TXNC     - 7,081,247.06  2,412,864.44   sFT  0.99987281   +0 47 28.8
 DN1325;UTM  14      - 3,662,557.242   682,086.575   MT  1.00000881   +1 03 55.2
 DN1325
 DN1325                          SUPERSEDED SURVEY CONTROL
 DN1325
 DN1325  NAD 83(1993)-  33 05 11.01584(N)    097 02 56.55211(W) AD(       ) 4
 DN1325  NAD 83(1986)-  33 05 11.01838(N)    097 02 56.54804(W) AD(       ) 4
 DN1325  NAD 27      -  33 05 10.58500(N)    097 02 55.51300(W) AD(       ) 3
 DN1325
 DN1325.Superseded values are not recommended for survey control.
 DN1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1325.See file dsdata.txt to determine how the superseded data were derived.
 DN1325
 DN1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8208762557(NAD 83)
 DN1325_MARKER: 22 = AIRWAY BEACON
 DN1325
 DN1325  HISTORY     - Date     Condition        Report By
 DN1325  HISTORY     - 1947     FIRST OBSERVED   CGS
 DN1325  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN1325
 DN1325                          STATION DESCRIPTION
 DN1325
 DN1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1325'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF
 DN1325'THE POST OFFICE IN LEWISVILLE, 25 FEET NORTH OF A TRACK
 DN1325'ROAD AND IN THE CENTER OF AN AREA 2 RODS SQUARE BOUNDED
 DN1325'BY A FENCE WITH RED PAINTED POSTS.  IT IS A CROSS-BRACED,
 DN1325'STEEL STRUCTURE ABOUT 50 FEET HIGH WITH A REVOLVING BEACON
 DN1325'ON TOP.  IT IS PAINTED IN ALTERNATE BANDS OF RED AND WHITE.
 DN1325'THE BEACON HAS BUT ONE LENS AND FLASHES A WHITE LIGHT.
 DN1325'
 DN1325'THE POINT INTERSECTED WAS THE REVOLVING BEACON.
 DN1325'
 DN1325'TO REACH FROM THE LEWISVILLE POST OFFICE GO EAST ON THE
 DN1325'MAIN STREET TO THE TRAFFIC LIGHT AND U.S. HIGHWAY 77, HERE
 DN1325'TURN LEFT AND GO NORTH 2.25 MILES TO A GRAVEL ROAD LEFT.
 DN1325'TURN LEFT HERE AND GO 3.2 MILES WEST TO T ROAD RIGHT AND
 DN1325'ABANDONED CHURCH ON LEFT.  TURN RIGHT HERE AND GO NORTH AND EAST
 DN1325'1.3 MILES ON WINDING DIRT ROAD TO TRACK ROAD RIGHT, TURN
 DN1325'HERE AND GO EAST ON TRACK ROAD FOR 0.25 MILE TO STATION
 DN1325'ON LEFT.
 DN1325
 DN1325                          STATION RECOVERY (1995)
 DN1325
 DN1325'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0819 ***********************************************************************
 CV0819  DESIGNATION -  DALMONT RESET
 CV0819  PID         -  CV0819
 CV0819  STATE/COUNTY-  TX/GAINES
 CV0819  USGS QUAD   -  SEMINOLE SW (1969)
 CV0819
 CV0819                         *CURRENT SURVEY CONTROL
 CV0819  ___________________________________________________________________
 CV0819* NAD 83(1993)-  32 34 45.50514(N)    102 41 08.16883(W)     ADJUSTED  
 CV0819* NAVD 88     -      1006.9    (meters)    3303.     (feet)  VERTCON   
 CV0819  ___________________________________________________________________
 CV0819  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 CV0819  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 CV0819
 CV0819  HORZ ORDER  -  FIRST
 CV0819
 CV0819.The horizontal coordinates were established by classical geodetic methods
 CV0819.and adjusted by the National Geodetic Survey in February 1996..
 CV0819
 CV0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0819
 CV0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0819
 CV0819.The geoid height was determined by GEOID03.
 CV0819
 CV0819;                    North         East     Units Scale Factor Converg.
 CV0819;SPC TXNC     - 2,109,030.442   207,136.978   MT  0.99990637   -2 16 58.1
 CV0819;SPC TXNC     - 6,919,377.38    679,581.90   sFT  0.99990637   -2 16 58.1
 CV0819;UTM  13      - 3,607,013.869   717,246.585   MT  1.00018201   +1 14 48.2
 CV0819
 CV0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0819!SPC TXNC     -   0.99984548  x   0.99990637  =   0.99975186
 CV0819!UTM  13      -   0.99984548  x   1.00018201  =   1.00002746
 CV0819
 CV0819|---------------------------------------------------------------------|
 CV0819| PID    Reference Object                     Distance      Geod. Az  |
 CV0819|                                                           dddmmss.s |
 CV0819| CH8740 DALMONT RM 1                         49.265 METERS 03630     |
 CV0819| CH8742 DALMONT RM 3                         41.151 METERS 11535     |
 CV0819| CH8741 DALMONT RM 2                         37.073 METERS 16449     |
 CV0819| CH8738 DALMONT AZ MK                                      1651553.0 |
 CV0819| CH8739 DALMONT AZ MK 2                                    17434     |
 CV0819|---------------------------------------------------------------------|
 CV0819
 CV0819                          SUPERSEDED SURVEY CONTROL
 CV0819
 CV0819  NAD 83(1993)-  32 34 45.50737(N)    102 41 08.16550(W) AD(       ) 1
 CV0819  NAD 83(1986)-  32 34 45.50956(N)    102 41 08.16170(W) AD(       ) 1
 CV0819  NAD 27      -  32 34 45.11200(N)    102 41 06.50900(W) AD(       ) 1
 CV0819  NGVD 29 (07/19/86) 1006.6    (m)         3302.     (f) VERT ANG       
 CV0819
 CV0819.Superseded values are not recommended for survey control.
 CV0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0819.See file dsdata.txt to determine how the superseded data were derived.
 CV0819
 CV0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS1724707014(NAD 83)
 CV0819_MARKER: DS = TRIANGULATION STATION DISK
 CV0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0819
 CV0819  HISTORY     - Date     Condition        Report By
 CV0819  HISTORY     - 1973     MONUMENTED       NGS
 CV0819
 CV0819                          STATION DESCRIPTION
 CV0819
 CV0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CV0819'THE UNDERGROUND 1969 STATION MARK, REFERENCE MARK NO. 1, AND
 CV0819'THE 1969 AZIMUTH MARK WERE RECOVERED AND APPEARED TO BE IN
 CV0819'GOOD CONDITION, BUT A DIFFERENCE OF 4-MINUTES AND 18-SECONDS
 CV0819'WAS FOUND IN THE HORIZONTAL DIRECTION FROM THE AZIMUTH MARK
 CV0819'TO REFERENCE MARK NO. 1, THE DISTANCE TO THE REFERENCE MARK
 CV0819'DIFFERED BY 0.02 FOOT.  THE REFERENCE MARK IS NOW IN A
 CV0819'CULTIVATED FIELD, IT MAY HAVE BEEN BUMPED AS THE MARK TILTS
 CV0819'SLIGHTLY TO THE WEST, WHICH WOULD MAKE THE ANGLE SMALLER.
 CV0819'THE SURFACE STATION MARK AND REFERENCE MARK NO. 2 WERE PUSHED
 CV0819'OUT WITH A BULLDOZER DURING LEVELING OF THE FARMYARD.  THE
 CV0819'ORIGINAL AZIMUTH MARK WAS AT THE STATION SITE ALONG WITH
 CV0819'THE TWO OTHER DESTROYED MARKS, THE DISKS WERE REMOVED FROM
 CV0819'THE 3 MOUNMENTS AT THIS TIME.  THE POSITION OF THE
 CV0819'UNDERGROUND STATION MARK WAS HELD AND THE MARK REMOVED, A
 CV0819'NEW UNDERGROUND MARK WAS SET LOWER AND A SURFACE STATION
 CV0819'MARK PLUMBED OVER IT.  REFERENCE MARK NO. 3 WAS SET.
 CV0819'MEASUREMENTS FROM THE NORTHWEST AND SOUTHWEST CORNERS OF THE
 CV0819'HOUSE TO THE STATION MARK DIFFER FROM THE ORIGINAL DISTANCES
 CV0819'DUE TO AN ADDITION HAVING BEEN ADDED TO THE WEST SIDE OF
 CV0819'THE HOUSE.
 CV0819'
 CV0819'A NEW DESCRIPTION FOLLOWS--
 CV0819'
 CV0819'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN SEMINOLE,
 CV0819'GO SOUTH ON U.S. HIGHWAY 385 FOR 9.5 MILES TO A CROSSROAD
 CV0819'INTERSECTION, TURN RIGHT AND GO WEST ON FARM ROAD 2885 FOR
 CV0819'3.0 MILES TO AS SIDE ROAD RIGHT*, TURN RIGHT AND GO NORTH ON
 CV0819'THE SIDE ROAD 0.5 MILE TO THE FARMSTEAD AND STATION ON THE
 CV0819'RIGHT AS DESCRIBED.
 CV0819'
 CV0819'*TO REACH THE AZIMUTH MARK CONTINUE WEST 0.1 MILE TO THE MARK
 CV0819'ON THE RIGHT AS DESCRIBED.
 CV0819'
 CV0819'THE STATION MARK IS A STANDARD DISK STAMPED DALMONT 1935 1973,
 CV0819'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 CV0819'IS 135 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 CV0819'HOUSE, 123 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE,
 CV0819'106 FEET EAST-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER,
 CV0819'51.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CV0819'MACHINE SHED, 60 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST,
 CV0819'AND 29 FEET EAST OF THE CENTER OF A NEW GRADED ROAD.
 CV0819'
 CV0819'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DALMONT NO
 CV0819'1 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 CV0819'IT IS 162 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 CV0819'THE HOUSE, 159 FEET EAST OF THE CENTER OF THE ROAD, AND 71.5
 CV0819'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MACHINE SHED.
 CV0819'
 CV0819'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DALMONT 1935
 CV0819'NO 3 1973 SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 CV0819'GROUND.  IT IS 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF
 CV0819'THE HOUSE.
 CV0819'
 CV0819'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DALMONT 1935 1969,
 CV0819'SET IN A ROUND CONCRETE MONUMENT 4-INCHES BELOW THE SURFACE
 CV0819'OF THE GROUND.  IT IS 45 FEET NORTH OF THE CENTER OF FARM
 CV0819'ROAD 2885, 33 FEET EAST OF THE CENTER OF A TRACK ROAD LEADING
 CV0819'TO AN OIL WELL, 6 FEET EAST OF A METAL POST AND SIGN, UNDERGROUND
 CV0819'TELEPHONE CABLE, AND 1.5 FEET EAST OF A METAL WITNESS POST.
 CV0819'
 CV0819'THE STATION SITE IS ON PROPERTY OWNED BY MR. BILL MC INROE
 CV0819'OF LEVELAND AND FARMED BY MR. RONALD MC INROE, HIS SON.
 CV0819'IT IS IN THE WEST 1/2 OF SECTION 4, BLOCK A-22.
 CV0819'
 CV0819'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 CV0819'MILES SOUTH OF SEMINOLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0876 ***********************************************************************
 FM0876  DESIGNATION -  DALMOR
 FM0876  PID         -  FM0876
 FM0876  STATE/COUNTY-  TX/HARTLEY
 FM0876  USGS QUAD   -  HARTLEY NE (1963)
 FM0876
 FM0876                         *CURRENT SURVEY CONTROL
 FM0876  ___________________________________________________________________
 FM0876* NAD 83(1993)-  35 58 33.97474(N)    102 22 14.77411(W)     ADJUSTED  
 FM0876* NAVD 88     -      1202.     (meters)    3944.     (feet)  VERTCON   
 FM0876  ___________________________________________________________________
 FM0876  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 FM0876  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 FM0876
 FM0876  HORZ ORDER  -  THIRD
 FM0876
 FM0876.The horizontal coordinates were established by classical geodetic methods
 FM0876.and adjusted by the National Geodetic Survey in February 1996..
 FM0876
 FM0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0876
 FM0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0876
 FM0876.The geoid height was determined by GEOID03.
 FM0876
 FM0876;                    North         East     Units Scale Factor Converg.
 FM0876;SPC TX N     - 1,219,572.960   121,468.730   MT  0.99995823   -0 30 16.7
 FM0876;SPC TX N     - 4,001,215.62    398,518.66   sFT  0.99995823   -0 30 16.7
 FM0876;UTM  13      - 3,984,494.649   737,063.661   MT  1.00029254   +1 32 42.9
 FM0876
 FM0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0876!SPC TX N     -   0.99981541  x   0.99995823  =   0.99977365
 FM0876!UTM  13      -   0.99981541  x   1.00029254  =   1.00010790
 FM0876
 FM0876|---------------------------------------------------------------------|
 FM0876| PID    Reference Object                     Distance      Geod. Az  |
 FM0876|                                                           dddmmss.s |
 FM0876| CJ6149 DALMOR RM 1                          18.300 METERS 00314     |
 FM0876| GL1362 WILCO RR SID C H KUPER CO ELEV      APPROX. 8.9 KM 0504006.7 |
 FM0876| FM0880 HARTLEY FARMERS CO GRAIN ELEV       APPROX.10.2 KM 1940600.1 |
 FM0876| CJ6150 DALMOR RM 2                          31.055 METERS 26517     |
 FM0876|---------------------------------------------------------------------|
 FM0876
 FM0876                          SUPERSEDED SURVEY CONTROL
 FM0876
 FM0876  NAD 83(1993)-  35 58 33.97488(N)    102 22 14.77444(W) AD(       ) 3
 FM0876  NAD 83(1986)-  35 58 33.98421(N)    102 22 14.76489(W) AD(       ) 3
 FM0876  NAD 27      -  35 58 33.86500(N)    102 22 13.07800(W) AD(       ) 3
 FM0876  NGVD 29 (07/19/86) 1201.     (m)         3940.     (f) VERT ANG       
 FM0876
 FM0876.Superseded values are not recommended for survey control.
 FM0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0876.See file dsdata.txt to determine how the superseded data were derived.
 FM0876
 FM0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3706484495(NAD 83)
 FM0876_MARKER: DS = TRIANGULATION STATION DISK
 FM0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0876_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FM0876
 FM0876  HISTORY     - Date     Condition        Report By
 FM0876  HISTORY     - 1953     MONUMENTED       CGS
 FM0876  HISTORY     - 1956     GOOD             CGS
 FM0876
 FM0876                          STATION DESCRIPTION
 FM0876
 FM0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0876'THE STATION IS LOCATED ALONG THE EAST SIDE OF FARM ROAD 1712.
 FM0876'IT IS LOCATED AIRLINE ABOUT 10 MILES SOUTHEAST OF DALHART AND
 FM0876'ABOUT 6 MILES NORTH-NORTHEAST OF HARTLEY.
 FM0876'
 FM0876'THE STATION IS A STANDARD DISK STAMPED DALMOR 1953 SET IN
 FM0876'TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER
 FM0876'AND IS ABOUT FLUSH WITH THE GROUND.  IT IS 3 FEET WEST OF A
 FM0876'NORTH-SOUTH FENCE LINE, 4 FEET NORTHWEST OF A FENCE POST WITH
 FM0876'A TRIANGULAR BLAZE, 70 FEET EAST OF THE CENTER LINE OF FARM
 FM0876'ROAD 1712, AND 100 FEET NORTH OF A SMALL TELEPHONE BUILDING
 FM0876'4.
 FM0876'
 FM0876'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DALMOR
 FM0876'NO 1 1935 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT
 FM0876'12 INCHES IN DIAMETER, PROJECTS ABOUT 6 INCHES ABOVE THE
 FM0876'GROUND, AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 FM0876'IS 1 FOOT WEST OF A NORTH-SOUTH FENCE AND 72 FEET EAST OF THE
 FM0876'CENTER LINE OF FARM ROAD 1712.
 FM0876'
 FM0876'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DALMOR
 FM0876'NO 2 1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12
 FM0876'INCHES IN DIAMETER, PROJECTS ABOUT 6 INCHES ABOVE THE GROUND,
 FM0876'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT
 FM0876'NORTH OF TELEPHONE POLE CRG 36-30 AND 31 FEET WEST OF THE
 FM0876'CENTER LINE OF FARM ROAD 1712.
 FM0876'
 FM0876'BM P348 (AZIMUTH MARK) IS A STANDARD U.S. COAST AND GEODETIC
 FM0876'SURVEY BENCH MARK DISK STAMPED P348 1952 SET IN TOP OF A
 FM0876'CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER AND PROJECTS
 FM0876'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 18 INCHES SOUTH
 FM0876'OF A WHITE WITNESS POST, 1 FOOT EAST OF A NORTH-SOUTH FENCE
 FM0876'LINE, AND 110 FEET NORTH-NORTHWEST OF THE CENTER LINE OF
 FM0876'THE INTERSECTION OF FARM ROAD 1712 WITH A DIRT SIDE ROAD.
 FM0876'
 FM0876'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87
 FM0876'AND 54 IN THE NORTH EDGE OF DALHART, GO SOUTHEAST ON U.S.
 FM0876'HIGHWAY 87 FOR 2.8 MILES.  TURN LEFT, EAST, AND FOLLOW FARMS
 FM0876'ROAD 1712 FOR 6.1 MILES TO A SIDE ROAD, STRAIGHT AHEAD,
 FM0876'AT A POINT WHERE FARM ROAD 1712 TURNS RIGHT, SOUTH.  CONTINUE
 FM0876'SOUTH ON FARM ROAD 1712 FOR 2.2 MILES TO A SIDE ROAD, LEFT.
 FM0876'CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.8 MILE TO A DIRT SIDE
 FM0876'ROAD, RIGHT, AND THE AZIMUTH MARK.  CONTINUE SOUTH ON FARM
 FM0876'ROAD 1712 FOR 1.2 MILES TO TELEPHONE BUILDING 4, A FENCE
 FM0876'POST WITH A TRIANGULAR BLAZE, AND THE STATION.
 FM0876
 FM0876                          STATION RECOVERY (1956)
 FM0876
 FM0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 FM0876'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 FM0876'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 FM0876'SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2741 ***********************************************************************
 CS2741  DESIGNATION -  DALROCK
 CS2741  PID         -  CS2741
 CS2741  STATE/COUNTY-  TX/DALLAS
 CS2741  USGS QUAD   -  ROWLETT (1973)
 CS2741
 CS2741                         *CURRENT SURVEY CONTROL
 CS2741  ___________________________________________________________________
 CS2741* NAD 83(1993)-  32 55 00.70638(N)    096 31 05.02967(W)     ADJUSTED  
 CS2741* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 CS2741  ___________________________________________________________________
 CS2741  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 CS2741  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CS2741
 CS2741  HORZ ORDER  -  SECOND
 CS2741
 CS2741.The horizontal coordinates were established by classical geodetic methods
 CS2741.and adjusted by the National Geodetic Survey in February 1996..
 CS2741
 CS2741.The orthometric height was scaled from a topographic map.
 CS2741
 CS2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2741
 CS2741.The geoid height was determined by GEOID03.
 CS2741
 CS2741;                    North         East     Units Scale Factor Converg.
 CS2741;SPC TXNC     - 2,140,382.369   785,357.722   MT  0.99987537   +1 04 51.4
 CS2741;SPC TXNC     - 7,022,237.82  2,576,627.79   sFT  0.99987537   +1 04 51.4
 CS2741;UTM  14      - 3,644,803.255   732,099.285   MT  1.00026428   +1 20 57.6
 CS2741
 CS2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2741!SPC TXNC     -   0.99998110  x   0.99987537  =   0.99985647
 CS2741!UTM  14      -   0.99998110  x   1.00026428  =   1.00024537
 CS2741
 CS2741:                Primary Azimuth Mark                     Grid Az
 CS2741:SPC TXNC     -  DALROCK 2                                000 22 55.6
 CS2741:UTM  14      -  DALROCK 2                                000 06 49.4
 CS2741
 CS2741|---------------------------------------------------------------------|
 CS2741| PID    Reference Object                     Distance      Geod. Az  |
 CS2741|                                                           dddmmss.s |
 CS2741| CS2743 DALROCK 2                           APPROX. 0.7 KM 0012747.0 |
 CS2741| CX9405 DALROCK RM 1                         16.313 METERS 01543     |
 CS2741| CX9404 DALROCK AZ MK                                      0581544.8 |
 CS2741| CS2742 DALROCK 1949 RST AZ MK              440.739 METERS 0581653.0 |
 CS2741| CS2611 ROCKWALL MUNICIPAL TANK             APPROX. 5.6 KM 0745259.9 |
 CS2741| CX9406 DALROCK RM 2                         26.720 METERS 25027     |
 CS2741| CS2744 DALROCK 2 1972 RM 3                 APPROX. 0.7 KM 3594308.1 |
 CS2741|---------------------------------------------------------------------|
 CS2741
 CS2741                          SUPERSEDED SURVEY CONTROL
 CS2741
 CS2741  NAD 83(1993)-  32 55 00.71027(N)    096 31 05.02132(W) AD(       ) 2
 CS2741  NAD 83(1986)-  32 55 00.71355(N)    096 31 05.01459(W) AD(       ) 2
 CS2741  NAD 27      -  32 55 00.27100(N)    096 31 04.05400(W) AD(       ) 2
 CS2741
 CS2741.Superseded values are not recommended for survey control.
 CS2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2741.See file dsdata.txt to determine how the superseded data were derived.
 CS2741
 CS2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3209944803(NAD 83)
 CS2741_MARKER: DS = TRIANGULATION STATION DISK
 CS2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2741
 CS2741  HISTORY     - Date     Condition        Report By
 CS2741  HISTORY     - 1949     MONUMENTED       CGS
 CS2741  HISTORY     - 1958     GOOD             CGS
 CS2741  HISTORY     - 1959     GOOD             CGS
 CS2741  HISTORY     - 1964     GOOD             CGS
 CS2741  HISTORY     - 1972     SEE DESCRIPTION  NGS
 CS2741  HISTORY     - 19910621 MARK NOT FOUND   USPSQD
 CS2741
 CS2741                          STATION DESCRIPTION
 CS2741
 CS2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CL)
 CS2741'STATION IS LOCATED ABOUT 3-1/2 MILES WEST SOUTHWEST OF ROCKWALL
 CS2741'ALONG THE RIGHT OF WAY OF U.S. HIGHWAY 67.  STATION IS 82
 CS2741'FEET SOUTH OF THE CENTERLINE OF HIGHWAY AND 51 FEET WEST OF
 CS2741'THE APPROXIMATE CENTERLINE OF GRAVEL ROAD.  THE MARK PROJECTS
 CS2741'ABOUT 4 INCHES AND THE DISK IS STAMPED DALROCK 1949.  THE
 CS2741'UNDERGROUND MARK IS STAMPED DELROCK 1949.
 CS2741'
 CS2741'REFERENCE MARK NO. 1 IS 44 FEET SOUTH OF THE CENTERLINE OF
 CS2741'HIGHWAY AND 35 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 CS2741'GRAVEL ROAD.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 CS2741'IS STAMPED DALROCK NO. 1 1949.
 CS2741'
 CS2741'REFERENCE MARK NO. 2 IS 63 FEET SOUTH OF THE CENTERLINE OF
 CS2741'HIGHWAY AND 3 FEET EAST OF POWER POLE.  THE MARK PROJECTS
 CS2741'ABOUT 4 INCHES AND THE DISK IS STAMPED DALROCK NO. 2 1949.
 CS2741'
 CS2741'AZIMUTH MARK IS 53 FEET NORTHWEST OF THE NORTHWEST CORNER
 CS2741'OF A FARM HOUSE, 21 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 CS2741'AND 2 FEET WEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 4
 CS2741'INCHES AND THE DISK IS STAMPED DALROCK 1949.
 CS2741'
 CS2741'TO REACH FROM THE SIGNAL LIGHT AT THE SOUTHWEST CORNER OF THE
 CS2741'COURTHOUSE SQUARE IN ROCKWALL GO WESTERLY ON U.S. HIGHWAY 67
 CS2741'FOR 3.3 MILES TO AZIMUTH MARK ON LEFT OR SOUTH SIDE OF HIGHWAY
 CS2741'AS DESCRIBED.  CONTINUE WESTERLY FOR 0.25 MILE TO STATION ON
 CS2741'LEFT IN SOUTHWEST ANGLE OF CROSSROADS AS DESCRIBED.
 CS2741'
 CS2741'A 74 FOOT SIGNAL AT STATION ROCKWALL IS V.G.
 CS2741'
 CS2741'A 74 FOOT SIGNAL AT STATION ROWLETT IS V.G.
 CS2741'
 CS2741'A 74 FOOT SIGNAL AT STATION WYLIE IS V.G.
 CS2741'
 CS2741'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS2741
 CS2741                          STATION RECOVERY (1958)
 CS2741
 CS2741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EBF)
 CS2741'THIS STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 CS2741'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2741
 CS2741                          STATION RECOVERY (1959)
 CS2741
 CS2741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2741'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2741'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2741'TO STATION SITE ARE CORRECT.
 CS2741
 CS2741                          STATION RECOVERY (1964)
 CS2741
 CS2741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 CS2741'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CS2741'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 CS2741'MARK NO. 1 WAS FOUND TO BE DESTROYED.
 CS2741'
 CS2741'ADDITIONAL MEASUREMENTS FOR RECOVERY OF MARKS AND TO REACH
 CS2741'ARE AS FOLLOWS--
 CS2741'
 CS2741'TO REACH FROM THE COURTHOUSE SQUARE (SOUTHEAST CORNER) IN
 CS2741'ROCKWALL, GO WESTERLY ON STATE HIGHWAY 66 FOR 3.4 MILES TO
 CS2741'THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON HIGHWAY FOR 0.25
 CS2741'MILE TO THE JUNCTION OF DALROCK ROAD AND THE STATION IN THE
 CS2741'SOUTHWEST ANGLE OF ROADS.
 CS2741'
 CS2741'STATION MARK, A STANDARD DISK STAMPED DALROCK 1949, IS SET
 CS2741'IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 6 INCHES.
 CS2741'IT IS 81 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 66,
 CS2741'48 FEET WEST OF THE CENTER LINE OF DALROCK ROAD AND 45 FEET
 CS2741'SOUTHWEST OF A ROAD SIGN.
 CS2741'
 CS2741'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DALROCK NO. 2
 CS2741'1949, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS2741'4 INCHES.  IT IS 130 FEET WEST OF THE CENTER LINE OF DALROCK
 CS2741'ROAD AND 2 FEET EAST OF A POWER LINE POLE WHICH SUPPORTS
 CS2741'THE LINE LEADING TO FARM HOUSE.
 CS2741'
 CS2741'AZIMUTH MARK, A STANDARD DISK STAMPED DALROCK 1949, IS SET
 CS2741'IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 CS2741'THE GROUND.  IT IS ON THE SOUTH SIDE OF THE ROAD IN THE GRADER
 CS2741'DITCH, ABOUT 1 FOOT NORTH OF THE BOTTOM OF THE DITCH.
 CS2741
 CS2741                          STATION RECOVERY (1972)
 CS2741
 CS2741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CS2741'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CS2741'WERE RECOVERED AND FOUND IN FAIR TO POOR CONDITION.  REFERENCE
 CS2741'MARK NO. 1 WAS NOT RECOVERED AND IT IS BELIEVED THE MARK WAS
 CS2741'DESTROYED BY ROAD CONSTRUCTION.  THE STATION MARK WAS FOUND
 CS2741'TO HAVE BEEN HIT BY HEAVY MACHINERY AND WAS FOUND TILTED.
 CS2741'THE SURFACE MARK POINT WAS HELD AND THE SUB-SURFACE MARK WAS
 CS2741'RECOVERED AND THE DIFFERENCE FOUND AS SHOWN ABOVE.  THE
 CS2741'SUB-SURFACE MARK WAS FOUND TILTED ALSO, AND IT APPEARED THAT THE
 CS2741'MARK MAY HAVE BEEN MOVED WHEN THE SURFACE MARK WAS SET
 CS2741'IN 1949.  NO BOARD WAS FOUND SEPARATING THE TWO MARKS.  A
 CS2741'KNOB AT THE BASE OF THE SURFACE MARK, THAT APPEARED TO
 CS2741'HAVE SETTLED IN THE OFF-SET HOLE OF THE SUB-SURFACE MARK,
 CS2741'MADE IT APPEAR THAT THE MARK WAS MOVED WHEN SURFACE
 CS2741'MARK WAS SET.
 CS2741'
 CS2741'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION.  THE DISTANCE
 CS2741'AND DIRECTION TO THE MARK DID NOT CHECK TO THE SURFACE OR
 CS2741'SUB-SURFACE STATION MARK.  THE GROUND IN THE AREA WAS VERY
 CS2741'DRY AT THIS TIME OF THE SEASON, AND THERE WERE LARGE CRACKS
 CS2741'IN THE GROUND, THIS MAY HAVE CAUSE THE MARK TO MOVE SOME WHAT.
 CS2741'
 CS2741'AZIMUTH MARK WAS SET IN GRADE OR SLOPE OF DITCH OF HIGHWAY,
 CS2741'AND IT APPEARS AS IF THE MARK MAY OF BEEN HIT AND IS SLIGHTLY
 CS2741'TILTED.  IT MAY HAVE BEEN SET IN THIS POSITION, AS THERE ARE
 CS2741'NO SCARS ON THE MARK TO SHOW IT HAD BEEN HIT BY MACHINERY.
 CS2741'THE DIRECTION BETWEEN THE ROCKWALL, MUNI., WATER TANK 1949
 CS2741'AND THE AZIMUTH MARK DID NOT CHECK.
 CS2741'
 CS2741'DALROCK 2 1972 WAS ESTABLISHED NORTH OF THE ORIGINAL STATION.
 CS2741'
 CS2741'THE STATION WAS MOVED BY REQUEST OF THE PROPERTY OWNER.
 CS2741'
 CS2741'FOR FUTURE REFERENCE SEE THE DESCRIPTION FOR DALROCK 2 1972.
 CS2741'
 CS2741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ROCKWALL
 CS2741'3-1/2 MILES W
 CS2741
 CS2741                          STATION RECOVERY (1991)
 CS2741
 CS2741'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2742 ***********************************************************************
 CS2742  DESIGNATION -  DALROCK 1949 RST AZ MK
 CS2742  PID         -  CS2742
 CS2742  STATE/COUNTY-  TX/ROCKWALL
 CS2742  USGS QUAD   -  ROWLETT (1973)
 CS2742
 CS2742                         *CURRENT SURVEY CONTROL
 CS2742  ___________________________________________________________________
 CS2742* NAD 83(1993)-  32 55 08.22789(N)    096 30 50.60057(W)     ADJUSTED  
 CS2742* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 CS2742  ___________________________________________________________________
 CS2742  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 CS2742  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CS2742
 CS2742  HORZ ORDER  -  THIRD
 CS2742
 CS2742.The horizontal coordinates were established by classical geodetic methods
 CS2742.and adjusted by the National Geodetic Survey in February 1996..
 CS2742.No horizontal observational check was made to the station.
 CS2742
 CS2742.The orthometric height was scaled from a topographic map.
 CS2742
 CS2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2742
 CS2742.The geoid height was determined by GEOID03.
 CS2742
 CS2742;                    North         East     Units Scale Factor Converg.
 CS2742;SPC TXNC     - 2,140,621.088   785,728.148   MT  0.99987529   +1 04 59.2
 CS2742;SPC TXNC     - 7,023,021.02  2,577,843.10   sFT  0.99987529   +1 04 59.2
 CS2742;UTM  14      - 3,645,043.801   732,468.733   MT  1.00026639   +1 21 05.8
 CS2742
 CS2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2742!SPC TXNC     -   0.99998110  x   0.99987529  =   0.99985639
 CS2742!UTM  14      -   0.99998110  x   1.00026639  =   1.00024748
 CS2742
 CS2742:                Primary Azimuth Mark                     Grid Az
 CS2742:SPC TXNC     -  DALROCK                                  237 12 01.6
 CS2742:UTM  14      -  DALROCK                                  236 55 55.0
 CS2742
 CS2742|---------------------------------------------------------------------|
 CS2742| PID    Reference Object                     Distance      Geod. Az  |
 CS2742|                                                           dddmmss.s |
 CS2742| CS2741 DALROCK                             440.739 METERS 2381700.8 |
 CS2742| CS2743 DALROCK 2                           APPROX. 0.6 KM 3223658.7 |
 CS2742|---------------------------------------------------------------------|
 CS2742
 CS2742                          SUPERSEDED SURVEY CONTROL
 CS2742
 CS2742  NAD 83(1993)-  32 55 08.23180(N)    096 30 50.59221(W) AD(       ) 3
 CS2742  NAD 83(1986)-  32 55 08.23516(N)    096 30 50.58556(W) AD(       ) 3
 CS2742  NAD 27      -  32 55 07.79302(N)    096 30 49.62536(W) AD(       ) 3
 CS2742
 CS2742.Superseded values are not recommended for survey control.
 CS2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2742.See file dsdata.txt to determine how the superseded data were derived.
 CS2742
 CS2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3246945044(NAD 83)
 CS2742_MARKER: DZ = AZIMUTH MARK DISK
 CS2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2742+STABILITY: SURFACE MOTION
 CS2742
 CS2742  HISTORY     - Date     Condition        Report By
 CS2742  HISTORY     - 1972     MONUMENTED       NGS
 CS2742  HISTORY     - 19920825 MARK NOT FOUND   USPSQD
 CS2742
 CS2742                          STATION DESCRIPTION
 CS2742
 CS2742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CS2742'THE STATION IS LOCATED ON THE DALLAS-ROCKWALL COUNTY LINE, 7 MILES
 CS2742'EAST OF GARLAND, 3-1/2 MILES SOUTH-SOUTHWEST OF ROCKWALL, 3 MILES
 CS2742'EAST-NORTHEAST OF ROWLETT AND AT THE FORK OF THE INTERSECTION OF
 CS2742'DALROCK RD. AND PRINCETON RD.
 CS2742'
 CS2742'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF CITY SQUARE IN
 CS2742'ROCKWALL, GO WESTERLY ON STATE HIGHWAY 66 FOR 3.1 MILES TO HOUSE ON
 CS2742'THE LEFT AND AZIMUTH MARK ON THE LEFT.
 CS2742'
 CS2742'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS2742'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED DALROCK 1949.
 CS2742'IT IS 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, (NOT
 CS2742'PORCH OF HOUSE), 95 FEET WEST OF THE CENTER OF DRIVE-WAY LEADING
 CS2742'TO HOUSE, 22 FEET SOUTH OF THE CENTER-LINE OF STATE HIGHWAY 66
 CS2742'AND 18 FEET EAST-NORTHEAST OF A BURIED TELEPHONE CABLE WARNING
 CS2742'SIGN.
 CS2742'
 CS2742'NEAREST TOWN--ROCKWALL.
 CS2742
 CS2742                          STATION RECOVERY (1992)
 CS2742
 CS2742'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS2742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2743 ***********************************************************************
 CS2743  DESIGNATION -  DALROCK 2
 CS2743  PID         -  CS2743
 CS2743  STATE/COUNTY-  TX/DALLAS
 CS2743  USGS QUAD   -  ROWLETT (1973)
 CS2743
 CS2743                         *CURRENT SURVEY CONTROL
 CS2743  ___________________________________________________________________
 CS2743* NAD 83(1993)-  32 55 23.39547(N)    096 31 04.34257(W)     ADJUSTED  
 CS2743* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 CS2743  ___________________________________________________________________
 CS2743  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 CS2743  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CS2743
 CS2743  HORZ ORDER  -  THIRD
 CS2743
 CS2743.The horizontal coordinates were established by classical geodetic methods
 CS2743.and adjusted by the National Geodetic Survey in February 1996..
 CS2743.No horizontal observational check was made to the station.
 CS2743
 CS2743.The orthometric height was scaled from a topographic map.
 CS2743
 CS2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2743
 CS2743.The geoid height was determined by GEOID03.
 CS2743
 CS2743;                    North         East     Units Scale Factor Converg.
 CS2743;SPC TXNC     - 2,141,081.463   785,362.384   MT  0.99987512   +1 04 51.7
 CS2743;SPC TXNC     - 7,024,531.43  2,576,643.09   sFT  0.99987512   +1 04 51.7
 CS2743;UTM  14      - 3,645,502.635   732,100.672   MT  1.00026428   +1 20 58.8
 CS2743
 CS2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2743!SPC TXNC     -   0.99998110  x   0.99987512  =   0.99985622
 CS2743!UTM  14      -   0.99998110  x   1.00026428  =   1.00024537
 CS2743
 CS2743:                Primary Azimuth Mark                     Grid Az
 CS2743:SPC TXNC     -  ROCKWALL MUNICIPAL TANK                  080 50 38.7
 CS2743:UTM  14      -  ROCKWALL MUNICIPAL TANK                  080 34 31.6
 CS2743
 CS2743|---------------------------------------------------------------------|
 CS2743| PID    Reference Object                     Distance      Geod. Az  |
 CS2743|                                                           dddmmss.s |
 CS2743| CS2611 ROCKWALL MUNICIPAL TANK             APPROX. 5.5 KM 0815530.4 |
 CS2743| CS2742 DALROCK 1949 RST AZ MK              APPROX. 0.6 KM 1423651.2 |
 CS2743| CS2741 DALROCK                             APPROX. 0.7 KM 1812747.3 |
 CS2743| CS2744 DALROCK 2 1972 RM 3                  30.808 METERS 22325     |
 CS2743| CX9407 DALROCK 2 RM 4                        8.126 METERS 30924     |
 CS2743| CX9408 DALROCK 2 RM 5                                     3132704.5 |
 CS2743|---------------------------------------------------------------------|
 CS2743
 CS2743                          SUPERSEDED SURVEY CONTROL
 CS2743
 CS2743  NAD 83(1993)-  32 55 23.39938(N)    096 31 04.33425(W) AD(       ) 3
 CS2743  NAD 83(1986)-  32 55 23.40264(N)    096 31 04.32769(W) AD(       ) 3
 CS2743  NAD 27      -  32 55 22.96127(N)    096 31 03.36761(W) AD(       ) 3
 CS2743
 CS2743.Superseded values are not recommended for survey control.
 CS2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2743.See file dsdata.txt to determine how the superseded data were derived.
 CS2743
 CS2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3210145503(NAD 83)
 CS2743_MARKER: DS = TRIANGULATION STATION DISK
 CS2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2743_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2743
 CS2743  HISTORY     - Date     Condition        Report By
 CS2743  HISTORY     - 1972     MONUMENTED       NGS
 CS2743  HISTORY     - 1974     GOOD             NGS
 CS2743  HISTORY     - 19910621 MARK NOT FOUND   USPSQD
 CS2743  HISTORY     - 20010730 MARK NOT FOUND   NGS
 CS2743
 CS2743                          STATION DESCRIPTION
 CS2743
 CS2743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CS2743'AZIMUTH MARK 1949 DISTANCE MEASURED WITH HEWLETT--PACKARD.
 CS2743'
 CS2743'DALROCK 1949 DISTANCE MEASURED WITH HEWLETT--PACKARD.
 CS2743'
 CS2743'R.M. NO. 3 TRAVERSE DISTANCE (TAPE).
 CS2743'
 CS2743'THE STATION IS LOCATED ON THE DALLAS-ROCKWALL COUNTY LINE, 7 MILES
 CS2743'EAST OF GARLAND, 3-1/2 MILES SOUTH-SOUTHWEST OF ROCKWALL, 3 MILES
 CS2743'EAST-NORTHEAST OF ROWLETT AND AT THE FORK OF THE INTERSECTION OF
 CS2743'DALROCK RD. AND PRINCETON RD.
 CS2743'
 CS2743'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF CITY SQUARE IN
 CS2743'ROCKWALL, GO WESTERLY ON STATE HIGHWAY 66 FOR 3.1 MILES TO HOUSE ON
 CS2743'THE LEFT AND AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY ON STATE
 CS2743'HIGHWAY 66 FOR 0.3 MILE TO CROSSROADS AND THE DALLAS-ROCKWALL
 CS2743'COUNTY LINE.  TURN RIGHT AND GO NORTH ON DALROCK RD. FOR 0.4 MILE
 CS2743'TO THE INTERSECTION OF PRINCETON RD. AND STATION IN FORK OF
 CS2743'ROADS.
 CS2743'
 CS2743'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS2743'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED DALROCK
 CS2743'2 1972.  IT IS 59 FEET EAST OF THE CENTER-LINE OF PRINCETON RD., 34
 CS2743'FEET WEST OF THE CENTER-LINE OF DALROCK RD., 37 FEET NORTH OF THE
 CS2743'NORTH EDGE (EDGE OF SURFACE) THE FORK OF ROADS, 28 FEET EAST OF A
 CS2743'HIGH-LINE POLE, 21 FEET SOUTH OF A HIGH-LINE POLE, 13 FEET
 CS2743'NORTH OF A HIGH-LINE POLE, 6 FEET NORTH OF THE EYE-BOLT OF
 CS2743'GUY-WIRE LINE AND 4 FEET EAST OF A METAL WITNESS POST.
 CS2743'
 CS2743'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS2743'CONCRETE POST, THAT IS FLUSH WITH THE GROUND, AND IS STAMPED DALROCK
 CS2743'2 NO 3 1972.  IT IS 90 FEET WEST OF THE CENTER-LINE OF FORK OF
 CS2743'ROADS, 45 FEET WEST OF THE CENTER-LINE OF PRINCETON RD., 30 FEET
 CS2743'NORTH OF THE CENTER OF FIELD ROAD, AND 2 FEET SOUTH OF A
 CS2743'HIGH-LINE POLE.
 CS2743'
 CS2743'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS2743'CONCRETE POST, THAT PROJECTS 4-INCHES AND IS STAMPED DALROCK 2 NO 4
 CS2743'1972.  IT IS 61 FEET NORTH OF THE NORTH EDGE (EDGE OF SURFACE) OF
 CS2743'FORK OF ROADS, 54 FEET WEST OF THE CENTER-LINE OF DALROCK RD., 51
 CS2743'FEET EAST OF THE CENTER-LINE OF PRINCETON RD., 24 FEET WEST OF A
 CS2743'HIGH-LINE POLE AND 2 FEET EAST OF A HIGH-LINE POLE.
 CS2743'
 CS2743'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS2743'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED DALROCK 1949.
 CS2743'IT IS 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, (NOT
 CS2743'PORCH OF HOUSE), 95 FEET WEST OF THE CENTER OF DRIVE-WAY LEADING
 CS2743'TO HOUSE, 22 FEET SOUTH OF THE CENTER-LINE OF STATE HIGHWAY 66
 CS2743'AND 18 FEET EAST-NORTHEAST OF A BURIED TELEPHONE CABLE WARNING
 CS2743'SIGN.
 CS2743'
 CS2743'NEAREST TOWN--ROCKWALL.
 CS2743
 CS2743                          STATION RECOVERY (1974)
 CS2743
 CS2743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CS2743'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CS2743'CONDITION.
 CS2743'
 CS2743'A DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE MARK NO. 4,
 CS2743'AND ITS BELIEVED THAT THE MARK MAY HAVE BEEN DISTURBED SLIGHTLY BY
 CS2743'CONSTRUCTION OF UTILITY LINE IN THE AREA.
 CS2743'
 CS2743'REFERENCE MARK NO. 5 AZI WAS ESTABLISHED AT THIS TIME AND POLARIS
 CS2743'WAS OBSERVED.
 CS2743'
 CS2743'THE 1972 DESCRIPTION OF STATION IS ADEQUATE.
 CS2743'
 CS2743'REFERENCE MARK NO. 5 AZI IS A STANDARD DISK, SET IN A DRILL HOLE,
 CS2743'AT THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF CONCRETE CULVERT
 CS2743'AND IS STAMPED DALROCK 2 NO 5 1974 AZI.
 CS2743'
 CS2743'TO REACH REFERENCE MARK NO. 5 FROM THE STATION, GO NORTH-NORTHWEST
 CS2743'ON PRINCETON ROAD FOR 0.55 MILE TO MARK ON THE RIGHT, IN HEADWALL
 CS2743'OF CULVERT.
 CS2743'
 CS2743'NOTE--IN THE 1972 DESCRIPTION OF STATION, THE STATION IS DESCRIBED
 CS2743'AS BEING SOUTH-SOUTHWEST OF ROCKWALL, IT SHOULD BE 3-1/2 MILES
 CS2743'WEST-SOUTHWEST OF ROCKWALL.
 CS2743'
 CS2743'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ROCKWALL-W - 3-1/2
 CS2743'MILES.
 CS2743
 CS2743                          STATION RECOVERY (1991)
 CS2743
 CS2743'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2743'MARK NOT FOUND.
 CS2743
 CS2743                          STATION RECOVERY (2001)
 CS2743
 CS2743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS2743'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2744 ***********************************************************************
 CS2744  DESIGNATION -  DALROCK 2 1972 RM 3
 CS2744  PID         -  CS2744
 CS2744  STATE/COUNTY-  TX/DALLAS
 CS2744  USGS QUAD   -  ROWLETT (1973)
 CS2744
 CS2744                         *CURRENT SURVEY CONTROL
 CS2744  ___________________________________________________________________
 CS2744* NAD 83(1993)-  32 55 22.66896(N)    096 31 05.15743(W)     ADJUSTED  
 CS2744* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 CS2744  ___________________________________________________________________
 CS2744  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 CS2744  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CS2744
 CS2744  HORZ ORDER  -  THIRD
 CS2744
 CS2744.The horizontal coordinates were established by classical geodetic methods
 CS2744.and adjusted by the National Geodetic Survey in February 1996..
 CS2744.No horizontal observational check was made to the station.
 CS2744
 CS2744.The orthometric height was scaled from a topographic map.
 CS2744
 CS2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2744
 CS2744.The geoid height was determined by GEOID03.
 CS2744
 CS2744;                    North         East     Units Scale Factor Converg.
 CS2744;SPC TXNC     - 2,141,058.689   785,341.641   MT  0.99987513   +1 04 51.3
 CS2744;SPC TXNC     - 7,024,456.72  2,576,575.03   sFT  0.99987513   +1 04 51.3
 CS2744;UTM  14      - 3,645,479.756   732,080.028   MT  1.00026417   +1 20 58.4
 CS2744
 CS2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2744!SPC TXNC     -   0.99998110  x   0.99987513  =   0.99985623
 CS2744!UTM  14      -   0.99998110  x   1.00026417  =   1.00024526
 CS2744
 CS2744|---------------------------------------------------------------------|
 CS2744| PID    Reference Object                     Distance      Geod. Az  |
 CS2744|                                                           dddmmss.s |
 CS2744| CS2743 DALROCK 2                            30.808 METERS 04325     |
 CS2744| CS2741 DALROCK                             APPROX. 0.7 KM 1794308.0 |
 CS2744|---------------------------------------------------------------------|
 CS2744
 CS2744                          SUPERSEDED SURVEY CONTROL
 CS2744
 CS2744  NAD 83(1993)-  32 55 22.67287(N)    096 31 05.14911(W) AD(       ) 3
 CS2744  NAD 83(1986)-  32 55 22.67609(N)    096 31 05.14258(W) AD(       ) 3
 CS2744  NAD 27      -  32 55 22.23357(N)    096 31 04.18295(W) AD(       ) 3
 CS2744
 CS2744.Superseded values are not recommended for survey control.
 CS2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2744.See file dsdata.txt to determine how the superseded data were derived.
 CS2744
 CS2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3208045480(NAD 83)
 CS2744_MARKER: DR = REFERENCE MARK DISK
 CS2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2744+STABILITY: SURFACE MOTION
 CS2744
 CS2744  HISTORY     - Date     Condition        Report By
 CS2744  HISTORY     - 1972     MONUMENTED       NGS
 CS2744  HISTORY     - 20010730 MARK NOT FOUND   NGS
 CS2744
 CS2744                          STATION DESCRIPTION
 CS2744
 CS2744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CS2744'THE STATION IS LOCATED ON THE DALLAS-ROCKWALL COUNTY LINE, 7 MILES
 CS2744'EAST OF GARLAND, 3-1/2 MILES SOUTH-SOUTHWEST OF ROCKWALL, 3 MILES
 CS2744'EAST-NORTHEAST OF ROWLETT AND AT THE FORK OF THE INTERSECTION OF
 CS2744'DALROCK RD. AND PRINCETON RD.
 CS2744'
 CS2744'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF CITY SQUARE
 CS2744'IN ROCKWALL, GO WESTERLY ON STATE HIGHWAY 66 FOR 3.1 MILES TO HOUSE
 CS2744'ON THE LEFT AND AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY ON
 CS2744'STATE HIGHWAY 66 FOR 0.3 MILE TO CROSSROADS AND THE
 CS2744'DALLAS-ROCKWALL COUNTY LINE.  TURN RIGHT AND GO NORTH ON DALROCK
 CS2744'RD. FOR 0.4 MILE TO THE INTERSECTION OF PRINCETON RD. AND
 CS2744'STATION IN FORK OF ROADS.
 CS2744'
 CS2744'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS2744'CONCRETE POST, THAT IS FLUSH WITH THE GROUND, AND IS STAMPED DALROCK
 CS2744'2 NO 3 1972.  IT IS 90 FEET WEST OF THE CENTER-LINE OF FORK OF ROADS,
 CS2744'45 FEET WEST OF THE CENTER-LINE OF PRINCETON RD., 30 FEET NORTH OF
 CS2744'THE CENTER OF FIELD ROAD, AND 2 FEET SOUTH OF A HIGH-LINE POLE.
 CS2744'
 CS2744'NEAREST TOWN--ROCKWALL.
 CS2744
 CS2744                          STATION RECOVERY (2001)
 CS2744
 CS2744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS2744'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9953 ***********************************************************************
 AG9953  DESIGNATION -  DAM
 AG9953  PID         -  AG9953
 AG9953  STATE/COUNTY-  TX/TRAVIS
 AG9953  USGS QUAD   -  BEE CAVE (1986)
 AG9953
 AG9953                         *CURRENT SURVEY CONTROL
 AG9953  ___________________________________________________________________
 AG9953* NAD 83(1993)-  30 22 18.13366(N)    097 53 07.12001(W)     ADJUSTED  
 AG9953* NAVD 88     -       290.8    (meters)     954.     (feet)  VERTCON   
 AG9953  ___________________________________________________________________
 AG9953  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 AG9953  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AG9953
 AG9953  HORZ ORDER  -  THIRD
 AG9953
 AG9953.The horizontal coordinates were established by classical geodetic methods
 AG9953.and adjusted by the National Geodetic Survey in July 1998..
 AG9953
 AG9953.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9953
 AG9953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9953
 AG9953.The geoid height was determined by GEOID03.
 AG9953
 AG9953;                    North         East     Units Scale Factor Converg.
 AG9953;SPC TX C     - 3,080,746.922   935,282.635   MT  0.99994170   +1 15 39.2
 AG9953;SPC TX C     -10,107,417.19  3,068,506.44   sFT  0.99994170   +1 15 39.2
 AG9953;UTM  14      - 3,360,501.150   607,109.577   MT  0.99974153   +0 33 49.1
 AG9953
 AG9953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9953!SPC TX C     -   0.99995834  x   0.99994170  =   0.99990004
 AG9953!UTM  14      -   0.99995834  x   0.99974153  =   0.99969988
 AG9953
 AG9953                          SUPERSEDED SURVEY CONTROL
 AG9953
 AG9953  NGVD 29 (07/28/98)  290.7    (m)          954.     (f) VERT ANG       
 AG9953
 AG9953.Superseded values are not recommended for survey control.
 AG9953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9953.See file dsdata.txt to determine how the superseded data were derived.
 AG9953
 AG9953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0711060501(NAD 83)
 AG9953_MARKER: DS = TRIANGULATION STATION DISK
 AG9953
 AG9953  HISTORY     - Date     Condition        Report By
 AG9953  HISTORY     - 1952     MONUMENTED       USGS
 AG9953  HISTORY     - 20030607 GOOD             USPSQD
 AG9953
 AG9953                          STATION DESCRIPTION
 AG9953
 AG9953'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AG9953'STATION IS LOCATED APPROXIMATELY 2 MI. (AIRLINE) SE. OF MANSFIELD DAM,
 AG9953'ON HIGH POINT OF PROMINENT KNOLL AT JUNCTION OF QUINLAN COUNTY PARK
 AG9953'ROAD AND EAST RANCH ROAD.
 AG9953'TO REACH STATION FROM MANSFIELD DAM CONTROL TOWER, GO SE. ALONG FARM
 AG9953'ROAD 620 1.9 MI. TO QUINLAN PARK ROAD.  TURN RIGHT AND FOLLOW QUINLAN
 AG9953'PARK ROAD 0.9 MI. TO ROAD FORK TO EAST RANCH.  FROM HERE IT IS A FIVE
 AG9953'MINUTE HIKE TO TOP OF KNOLL AND STATION.
 AG9953'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION BY USGS IN
 AG9953'1957.
 AG9953'STATION MARK--USGS STANDARD TABLET STAMPED---DAM 1952 954---, CEMENTED
 AG9953'IN SOLID ROCK.
 AG9953'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER IN BLAZED CEDAR STUMP,
 AG9953'15.40 FT. FROM STATION MARK IN TRUE DIRECTION 172 DEGREES 18 MINUTES.
 AG9953'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER IN TELEPHONE POLE,
 AG9953'132.54 FT. FROM STATION MARK IN TRUE DIRECTION 237 DEGREES 28 MINUTES.
 AG9953
 AG9953                          STATION RECOVERY (2003)
 AG9953
 AG9953'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AG9953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1286 ***********************************************************************
 AJ1286  DESIGNATION -  DAMMIER
 AJ1286  PID         -  AJ1286
 AJ1286  STATE/COUNTY-  TX/DUVAL
 AJ1286  USGS QUAD   -  HEBBRONVILLE SE (1967)
 AJ1286
 AJ1286                         *CURRENT SURVEY CONTROL
 AJ1286  ___________________________________________________________________
 AJ1286* NAD 83(1993)-  27 16 38.58076(N)    098 30 24.34160(W)     ADJUSTED  
 AJ1286* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 AJ1286  ___________________________________________________________________
 AJ1286  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AJ1286  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AJ1286
 AJ1286  HORZ ORDER  -  FIRST
 AJ1286
 AJ1286.The horizontal coordinates were established by classical geodetic methods
 AJ1286.and adjusted by the National Geodetic Survey in February 1996..
 AJ1286
 AJ1286.The orthometric height was scaled from a topographic map.
 AJ1286
 AJ1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1286
 AJ1286.The geoid height was determined by GEOID03.
 AJ1286
 AJ1286;                    North         East     Units Scale Factor Converg.
 AJ1286;SPC TX S     - 5,178,454.499   299,330.600   MT  0.99990637   -0 00 11.1
 AJ1286;SPC TX S     -16,989,646.14    982,053.81   sFT  0.99990637   -0 00 11.1
 AJ1286;UTM  14      - 3,017,254.928   548,816.453   MT  0.99962942   +0 13 33.8
 AJ1286
 AJ1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1286!SPC TX S     -   0.99998292  x   0.99990637  =   0.99988929
 AJ1286!UTM  14      -   0.99998292  x   0.99962942  =   0.99961235
 AJ1286
 AJ1286:                Primary Azimuth Mark                     Grid Az
 AJ1286:SPC TX S     -  RAMIREZ TRINITY GAS PLT STK              061 27 47.4
 AJ1286:UTM  14      -  RAMIREZ TRINITY GAS PLT STK              061 14 02.5
 AJ1286
 AJ1286|---------------------------------------------------------------------|
 AJ1286| PID    Reference Object                     Distance      Geod. Az  |
 AJ1286|                                                           dddmmss.s |
 AJ1286| AJ1280 RAMIREZ TRINITY GAS PLT STK         APPROX.14.1 KM 0612736.3 |
 AJ1286| CV3100 DAMMIER RM 1                         27.860 METERS 10013     |
 AJ1286| CV3099 DAMMIER AZ MK                                      2402319.4 |
 AJ1286| AJ1291 HEBBRONVILLE ST HWY DEPT TWR        APPROX.16.8 KM 2784336.2 |
 AJ1286| AJ1289 HEBBRONVILLE R JOHNSON MAST         APPROX.16.7 KM 2794102.6 |
 AJ1286| AJ1290 HEBBRONVILLE UTILITIES INC TK       APPROX.17.1 KM 2825742.3 |
 AJ1286| CV3101 DAMMIER RM 2                         31.415 METERS 34743     |
 AJ1286|---------------------------------------------------------------------|
 AJ1286
 AJ1286                          SUPERSEDED SURVEY CONTROL
 AJ1286
 AJ1286  NAD 83(1986)-  27 16 38.58642(N)    098 30 24.31428(W) AD(       ) 1
 AJ1286  NAD 27      -  27 16 37.44000(N)    098 30 23.26800(W) AD(       ) 1
 AJ1286
 AJ1286.Superseded values are not recommended for survey control.
 AJ1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1286.See file dsdata.txt to determine how the superseded data were derived.
 AJ1286
 AJ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4881617255(NAD 83)
 AJ1286_MARKER: DS = TRIANGULATION STATION DISK
 AJ1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1286_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1286
 AJ1286  HISTORY     - Date     Condition        Report By
 AJ1286  HISTORY     - 1935     MONUMENTED       CGS
 AJ1286  HISTORY     - 1938     GOOD             TXGS
 AJ1286  HISTORY     - 1950     GOOD             CGS
 AJ1286  HISTORY     - 1961     GOOD             CGS
 AJ1286
 AJ1286                          STATION DESCRIPTION
 AJ1286
 AJ1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1286'STATION IS LOCATED 9.5 MILES ESE OF HEBBRONVILLE, 1.0 MILE
 AJ1286'E OF THE JIM HOGG-BROOKS COUNTY LINE, AND 1.0 MILE S OF THE
 AJ1286'HEBBRONVILLE-FALFURRAIS ROAD ON PROPERTY OF H.M. DAMMIER.
 AJ1286'
 AJ1286'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1286'BRONZE DISKS SET IN CONCRETE.
 AJ1286'
 AJ1286'REFERENCE MARK NO. 1 IS E OF THE STATION.
 AJ1286'
 AJ1286'REFERENCE MARK NO. 2 IS NNW OF STATION.
 AJ1286'
 AJ1286'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SW OF STATION IN
 AJ1286'FENCE CORNER.
 AJ1286'
 AJ1286'REACHED FROM POST OFFICE IN HEBBRONVILLE BY GOING E ON MAIN
 AJ1286'STREET AND STATE HIGHWAY 12 FOR 0.25 MILE, KEEP STRAIGHT
 AJ1286'AHEAD WHERE STATE HIGHWAY 12 TURNS LEFT AND GO 1.0 MILE, TURN
 AJ1286'LEFT ON T-ROAD AND GO 10.3 MILES, TURN RIGHT ON CROSS ROAD
 AJ1286'AT AUTO GATE AND GO 1.35 MILES TO A SMALL HOUSE, TURN RIGHT
 AJ1286'AND GO 0.05 MILE TO STATION.  MARK IS 50 FEET NW OF A BRICK
 AJ1286'SILO.
 AJ1286'
 AJ1286'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AJ1286
 AJ1286                          STATION RECOVERY (1938)
 AJ1286
 AJ1286'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 AJ1286'CONDITION OF STATION, AZIMUTH MARK, AND REFERENCE MARKS ARE
 AJ1286'EXCELLENT.
 AJ1286'
 AJ1286'ORIGINAL DESCRIPTION IS GOOD.
 AJ1286
 AJ1286                          STATION RECOVERY (1950)
 AJ1286
 AJ1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 AJ1286'STATION WAS FOUND IN GOOD CONDITION.  DESCRIPTION GOOD.
 AJ1286
 AJ1286                          STATION RECOVERY (1961)
 AJ1286
 AJ1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1286'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 AJ1286'RECOVERED IN GOOD CONDITION.  IT WAS FOUND IN COMPARING THE
 AJ1286'DIRECTIONS AND DISTANCES.  THE AZIMUTH MARK DECREASED 20.4
 AJ1286'SECONDS, AND THE REFERENCE MARKS WERE VERIFIED.  REFERENCE
 AJ1286'MARK NO. 1 DISTANCE WAS FOUND TO BE 0.010 METER LONGER, AND
 AJ1286'REFERENCE MARK NO. 2 DISTANCE WAS FOUND TO BE 0.025 METER
 AJ1286'SHORTER.  DUE TO CHANGES WHICH HAVE TAKEN PLACE SINCE THE
 AJ1286'STATION WAS ESTABLISHED A COMPLETE NEW DESCRIPTION IS AS
 AJ1286'FOLLOWS--
 AJ1286'
 AJ1286'THE STATION IS ABOUT 10 MILES EAST-SOUTHEAST OF HEBBRONVILLE,
 AJ1286'1-1/2 MILES NORTHEAST OF THE JIM HOGG-BROOKS COUNTY LINE,
 AJ1286'AND 1.0 MILE NORTH OF STATE HIGHWAY 285, ON PROPERTY LEASED
 AJ1286'BY MR. J.C. CATTLES.
 AJ1286'
 AJ1286'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AJ1286'285 AND 359 IN HEBBRONVILLE, GO SOUTH AND EAST ON STATE
 AJ1286'HIGHWAY 285 FOR 10.45 MILES TO A SIDE ROAD LEFT AT THE CORNER
 AJ1286'OF COUNTIES DUVAL, BROOKS AND JIM HOGG.  TURN LEFT, GO NORTH
 AJ1286'ON THE GRADED ROAD 0.6 MILE TO A GATE ON THE RIGHT.  PASS
 AJ1286'THROUGH THE GATE AND GO EAST ON A SANDY TRACK ROAD 0.6 MILE
 AJ1286'TO A GATE AND THE AZIMUTH MARK 56 FEET SOUTHEAST FROM THE
 AJ1286'GATE.  PASS THROUGH THE GATE AND TURN LEFT, GO NORTH ON THE
 AJ1286'TRACK ROAD 0.15 MILE TO A ROAD FORK.  TAKE RIGHT FORK, GO
 AJ1286'EAST ON THE TRACK ROAD 0.35 MILE TO THE STATION ON THE LEFT.
 AJ1286'
 AJ1286'STATION MARK, A STANDARD DISK STAMPED DAMMIFR 1935, IS SET
 AJ1286'IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 AJ1286'IT IS 225 FEET NORTH OF THE CENTER OF TRACK ROAD, 210 FEET
 AJ1286'WEST OF THE WEST SIDE OF A SQUARE CONCRETE WATER TANK, 48
 AJ1286'FEET NORTH OF THE NORTH SIDE OF A SILO, 1 FOOT SOUTH OF A
 AJ1286'FENCE, AND 1.6 FEET EAST OF A METAL WITNESS POST.  THE
 AJ1286'UNDERGROUND MARK WAS NOT INSPECTED.
 AJ1286'
 AJ1286'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAMMIFR NO 1
 AJ1286'1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 AJ1286'IT IS 124 FEET WEST OF THE WEST SIDE OF THE WATER TANK, 55
 AJ1286'FEET NORTHEAST OF THE SILO, AND 21 FEET SOUTH OF THE FENCE.
 AJ1286'
 AJ1286'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAMMIFR NO
 AJ1286'2 1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 10
 AJ1286'INCHES.  IT IS 130 FEET WEST OF A NORTH-SOUTH FENCE, AND
 AJ1286'102 FEET NORTH OF THE FENCE.
 AJ1286'
 AJ1286'AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED AZI DAMMIFR
 AJ1286'1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AJ1286'IT IS 5 FEET EAST OF A T-FENCE CORNER AND 1.6 FEET EAST OF
 AJ1286'A METAL WITNESS POST.
 AJ1286'
 AJ1286'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1286'
 AJ1286'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6850 ***********************************************************************
 AW6850  DESIGNATION -  DAMON
 AW6850  PID         -  AW6850
 AW6850  STATE/COUNTY-  TX/BRAZORIA
 AW6850  USGS QUAD   -  DAMON (1980)
 AW6850
 AW6850                         *CURRENT SURVEY CONTROL
 AW6850  ___________________________________________________________________
 AW6850* NAD 83(1993)-  29 17 28.92983(N)    095 44 45.67596(W)     ADJUSTED  
 AW6850* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 AW6850  ___________________________________________________________________
 AW6850  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AW6850  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW6850
 AW6850  HORZ ORDER  -  SECOND
 AW6850
 AW6850.The horizontal coordinates were established by classical geodetic methods
 AW6850.and adjusted by the National Geodetic Survey in February 1996..
 AW6850
 AW6850.The orthometric height was scaled from a topographic map.
 AW6850
 AW6850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6850
 AW6850.The geoid height was determined by GEOID03.
 AW6850
 AW6850;                    North         East     Units Scale Factor Converg.
 AW6850;SPC TXSC     - 4,165,986.489   916,086.948   MT  0.99986353   +1 35 39.0
 AW6850;SPC TXSC     -13,667,907.34  3,005,528.60   sFT  0.99986353   +1 35 39.0
 AW6850;UTM  15      - 3,243,396.651   233,237.637   MT  1.00047820   -1 20 39.4
 AW6850
 AW6850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6850!SPC TXSC     -   0.99999719  x   0.99986353  =   0.99986072
 AW6850!UTM  15      -   0.99999719  x   1.00047820  =   1.00047539
 AW6850
 AW6850|---------------------------------------------------------------------|
 AW6850| PID    Reference Object                     Distance      Geod. Az  |
 AW6850|                                                           dddmmss.s |
 AW6850| CV7082 DAMON RM 1                            9.869 METERS 07009     |
 AW6850| AW6852 DAMON WEST MUNICIPAL TANK           APPROX. 0.6 KM 1075107.7 |
 AW6850| AW6851 CORPUS CHRISTI HOUST AWY BN 14      APPROX. 3.8 KM 1141525.4 |
 AW6850| CV7081 DAMON AZ MK                                        1312203.0 |
 AW6850| CV7083 DAMON RM 2                           11.723 METERS 29800     |
 AW6850| AW6882 NEEDVILLE HOUSTON GAS CO MAST       APPROX.11.3 KM 3205922.2 |
 AW6850| AW6879 NEEDVILLE MUNICIPAL TANK            APPROX.15.0 KM 3233046.4 |
 AW6850|---------------------------------------------------------------------|
 AW6850
 AW6850                          SUPERSEDED SURVEY CONTROL
 AW6850
 AW6850  NAD 83(1986)-  29 17 28.94234(N)    095 44 45.65856(W) AD(       ) 2
 AW6850  NAD 27      -  29 17 28.05800(N)    095 44 44.84400(W) AD(       ) 2
 AW6850
 AW6850.Superseded values are not recommended for survey control.
 AW6850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6850.See file dsdata.txt to determine how the superseded data were derived.
 AW6850
 AW6850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3323843397(NAD 83)
 AW6850_MARKER: DS = TRIANGULATION STATION DISK
 AW6850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6850
 AW6850  HISTORY     - Date     Condition        Report By
 AW6850  HISTORY     - 1952     MONUMENTED       CGS
 AW6850  HISTORY     - 1953     GOOD             CGS
 AW6850  HISTORY     - 1970     SEE DESCRIPTION  HLPCO
 AW6850  HISTORY     - 1971     SEE DESCRIPTION  NGS
 AW6850
 AW6850                          STATION DESCRIPTION
 AW6850
 AW6850'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6850'THE STATION IS LOCATED ON THE HIGHEST PART OF A GENTLY-ROUNDED
 AW6850'HILL THAT IS GENERALLY KNOWN AS DAMON MOUND.  IT IS ABOUT
 AW6850'0.75 MILE WEST NORTHWEST OF DAMON AND 103 FEET SOUTH OF A
 AW6850'TREE ABOUT 2.5 FEET IN DIAMETER WITH A TRIANGLE BLAZE.  THE
 AW6850'STATION MARK IS A STANDARD STATION MARK DISK BRAZED TO THE
 AW6850'TOP OF A CAST-IRON PIPE ABOUT 2.5 INCHES IN DIAMETER.  IT
 AW6850'PROJECTS 3 INCHES AND IS STAMPED DAMON 1952.
 AW6850'
 AW6850'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK BRAZED
 AW6850'TO THE TOP OF A CAST IRON PIPE ABOUT 2.5 INCHES IN DIAMETER.
 AW6850'IT IS 97 FEET SOUTH SOUTHEAST OF THE TREE WITH THE TRIANGLE
 AW6850'BLAZE, IT PROJECTS 4 INCHES AND IS STAMPED DAMON NO 1 1952.
 AW6850'
 AW6850'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK BRAZED
 AW6850'TO THE TOP OF A CASTIRON PIPE ABOUT 2.5 INCHES IN DIAMETER.
 AW6850'IT IS 96 FEET SOUTH SOUTHWEST OF THE TREE WITH THE TRIANGLE
 AW6850'BLAZE, IT PROJECTS 6 INCHES AND IS STAMPED DAMON NO 2 1952.
 AW6850'
 AW6850'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 64.78 FEET.
 AW6850'
 AW6850'THE AZIMUTH MARK IS 72 FEET SOUTH SOUTHWEST OF A TELEPHONE
 AW6850'POLE, 38 FEET SOUTHEAST OF THE CENTER OF A PAVED ROAD AND 1.5
 AW6850'FEET NORTHEAST OF A FENCE CORNER.  IT PROJECTS 6 INCHES
 AW6850'AND IS STAMPED DAMON 1952.
 AW6850'
 AW6850'TO REACH THE STATION FROM THE POST OFFICE IN DAMON GO WEST
 AW6850'ON PAVED STREET, PASSING THE SCHOOL HOUSE ON THE LEFT, FOR
 AW6850'0.55 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 AW6850'AHEAD FOR 0.1 MILE TO A T ROAD JUNCTION, TURN RIGHT AND GO
 AW6850'0.1 MILE TO A POINT WHERE THE ROAD TURNS LEFT, CONTINUE
 AW6850'STRAIGHT AHEAD PASSING THROUGH GATE INTO A PASTURE, FROM
 AW6850'HERE GO NORTHERLY ACROSS PASTURE FOR 0.3 MILE TO THE TOP
 AW6850'OF THE KNOLL AND THE STATION AS DESCRIBED.
 AW6850
 AW6850                          STATION RECOVERY (1953)
 AW6850
 AW6850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JPW)
 AW6850'STATION AND AZIMUTH MARK RECOVERED AS DESCRIBED IN GOOD
 AW6850'CONDITION.  A NEW ROAD (PRIVATE) HAS BEEN CONSTRUCTED AND THE
 AW6850'STATION MAY BE REACHED BY FOLLOWING PREVIOUS DESCRIPTION
 AW6850'TO WHERE YOU ENTER PASTURE.  GATE IS NOW REPLACED BY A CATTLE
 AW6850'GUARD.  FOLLOW NORTH 55 DEG WEST ALONG PRIVATE ROAD AFTER PASSING
 AW6850'CATTLE GUARD FOR 0.185 MILES AND THE STATION 341 FT NORTH
 AW6850'32 DEG EAST FROM THIS POINT ON THE PRIVATE ROAD.
 AW6850
 AW6850                          STATION RECOVERY (1970)
 AW6850
 AW6850'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1970 (RMM)
 AW6850'TRIANGULATION STATION DAMON, 1952-BRASS DISK IS NO LONGER WELDED TO
 AW6850'TOP OF 2 IN I.P. FOUND LYING ON THE GROUND BESIDE PIPE NO REFERENCE
 AW6850'POST.
 AW6850'
 AW6850'AZ. MARK DAMON, 1952-FOUND IN GOOD CONDITION
 AW6850'
 AW6850'BRASS DISK IS NO LONGER WELDED TO TOP ON 2 IN IRON PIPE.
 AW6850'CAN STILL BE MOVED AROUND UNTIL PROPER POSITION IS FOUND NEEDS
 AW6850'TO BE RESET AND REFERENCE POST SET NEARBY.
 AW6850
 AW6850                          STATION RECOVERY (1971)
 AW6850
 AW6850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AW6850'THE SURFACE STATION MARK WAS FOUND DESTROYED, THE DISK HAD
 AW6850'BEEN REMOVED FROM THE PIPE MARK.  THE SUB-SURFACE STATION MARK,
 AW6850'REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH MARK WERE
 AW6850'RECOVERED IN GOOD CONDITION.  A CONCRETE SURFACE STATION
 AW6850'MARK WAS SET.
 AW6850'
 AW6850'A NEW DESCRIPTION FOLLOWS--
 AW6850'
 AW6850'THE STATION IS LOCATED IN A PASTURE ABOUT 3/4 MILE WEST-NORTHWEST
 AW6850'OF DAMON, ON THE HIGHEST PART OF A GENTLY ROUNDED HILL THAT
 AW6850'IS LOCALLY KNOWN AS DAMON MOUND.  IT IS 0.1 MILE NORTH OF A
 AW6850'TRACK ROAD THAT RUNS THROUGH THE PASTURE.  MR. BULLS OF DAMON
 AW6850'HAS THE PASTURE LEASED.
 AW6850'
 AW6850'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED
 AW6850'DAMON 1952.  THE SURFACE STATION MARK IS A STANDARD DISK STAMPED
 AW6850'DAMON 1952 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AW6850'4-INCHES.  IT IS 103 FEET SOUTH OF A LARGE TREE.
 AW6850'
 AW6850'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DAMON NO 1
 AW6850'1952, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH
 AW6850'PROJECTS 4-INCHES.  IT IS 97 FEET SOUTH-SOUTHEAST OF THE
 AW6850'LARGE TREE.
 AW6850'
 AW6850'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DAMON NO 2 1952,
 AW6850'BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 AW6850'2-INCHES.  IT IS 96 FEET SOUTHWEST OF THE LARGE TREE.
 AW6850'
 AW6850'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAMON 1952,
 AW6850'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 AW6850'IT IS 198 FEET SOUTH OF THE INTERSECTION OF MULCAHY AVENUE
 AW6850'AND FOUR 1/2 STREET, 36 FEET EAST OF THE CENTER OF MULCAHY AVE.,
 AW6850'7 FEET WEST-NORTHWEST OF A FENCE CORNER, AND 0.9 FOOT NORTH
 AW6850'OF A METAL WITNESS POST.
 AW6850'
 AW6850'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 36
 AW6850'AND MULCAHY AVE., GO SOUTHWESTERLY ON MULCAHY AVE FOR 0.3
 AW6850'MILE TO THE POST OFFICE ON THE RIGHT, CONTINUE STRAIGHT AHEAD
 AW6850'FOR 0.4 MILE TO THE ELEMENTARY SCHOOL ON THE LEFT AND THE
 AW6850'MUNICIPAL WATER TANK ON THE RIGHT, CONTINUE ON FOR 0.1 MILE
 AW6850'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WESTERLY
 AW6850'FOR 0.15 MILE TO A T ROAD (SIXTH STREET), TURN RIGHT ON SIXTH
 AW6850'ST. AND GO 0.15 MILE TO AN IRON GATE (LOCKED) JUST AFTER
 AW6850'MAKING A RIGHT TURN, TURN LEFT THRU THE GATE AND FOLLOW
 AW6850'THE TRACK ROAD NORTHWESTERLY ACROSS THE PASTURE FOR 0.2
 AW6850'MILE, TO THE STATION ON THE RIGHT AS DESCRIBED.
 AW6850'
 AW6850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE WNW
 AW6850'OF DAMON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6853 ***********************************************************************
 AW6853  DESIGNATION -  DAMON EAST MUNICIPAL TANK
 AW6853  PID         -  AW6853
 AW6853  STATE/COUNTY-  TX/BRAZORIA
 AW6853  USGS QUAD   -  DAMON (1980)
 AW6853
 AW6853                         *CURRENT SURVEY CONTROL
 AW6853  ___________________________________________________________________
 AW6853* NAD 83(1993)-  29 17 29.28569(N)    095 43 59.30647(W)     ADJUSTED  
 AW6853* NAVD 88     -                                                        
 AW6853  ___________________________________________________________________
 AW6853  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AW6853  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW6853
 AW6853  HORZ ORDER  -  THIRD
 AW6853
 AW6853.The horizontal coordinates were established by classical geodetic methods
 AW6853.and adjusted by the National Geodetic Survey in February 1996..
 AW6853
 AW6853
 AW6853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6853
 AW6853.The geoid height was determined by GEOID03.
 AW6853
 AW6853;                    North         East     Units Scale Factor Converg.
 AW6853;SPC TXSC     - 4,166,032.321   917,337.502   MT  0.99986353   +1 36 01.7
 AW6853;SPC TXSC     -13,668,057.71  3,009,631.45   sFT  0.99986353   +1 36 01.7
 AW6853;UTM  15      - 3,243,378.304   234,489.661   MT  1.00046997   -1 20 16.7
 AW6853
 AW6853                          SUPERSEDED SURVEY CONTROL
 AW6853
 AW6853  NAD 83(1986)-  29 17 29.29677(N)    095 43 59.28880(W) AD(       ) 4
 AW6853  NAD 27      -  29 17 28.27000(N)    095 43 58.41000(W) AD(       ) 3
 AW6853
 AW6853.Superseded values are not recommended for survey control.
 AW6853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6853.See file dsdata.txt to determine how the superseded data were derived.
 AW6853
 AW6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3449043378(NAD 83)
 AW6853_MARKER: 53 = ELEVATED TANK
 AW6853
 AW6853  HISTORY     - Date     Condition        Report By
 AW6853  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6853  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW6853
 AW6853                          STATION DESCRIPTION
 AW6853
 AW6853'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6853'THE STATION IS LOCATED ABOUT 0.1 MILE EAST OF THE BUSINESS
 AW6853'DISTRICT IN DAMON, 70 FEET EAST OF THE FIRE DEPARTMENT AND
 AW6853'40 FEET NORTH OF THE CENTER OF AN EAST-WEST PAVED STREET.  IT
 AW6853'IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 AW6853'AND THE TANK HAS A FLAT TOPPED ROOF.  THE OVERALL HEIGHT
 AW6853'IS ABOUT 50 FEET.
 AW6853'
 AW6853'THE TOP AND CENTER OF THE TANK WAS OBSERVED.
 AW6853
 AW6853                          STATION RECOVERY (1987)
 AW6853
 AW6853'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6852 ***********************************************************************
 AW6852  DESIGNATION -  DAMON WEST MUNICIPAL TANK
 AW6852  PID         -  AW6852
 AW6852  STATE/COUNTY-  TX/BRAZORIA
 AW6852  USGS QUAD   -  DAMON (1980)
 AW6852
 AW6852                         *CURRENT SURVEY CONTROL
 AW6852  ___________________________________________________________________
 AW6852* NAD 83(1993)-  29 17 22.56204(N)    095 44 23.12380(W)     ADJUSTED  
 AW6852* NAVD 88     -                                                        
 AW6852  ___________________________________________________________________
 AW6852  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AW6852  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW6852
 AW6852  HORZ ORDER  -  THIRD
 AW6852
 AW6852.The horizontal coordinates were established by classical geodetic methods
 AW6852.and adjusted by the National Geodetic Survey in February 1996..
 AW6852
 AW6852
 AW6852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6852
 AW6852.The geoid height was determined by GEOID03.
 AW6852
 AW6852;                    North         East     Units Scale Factor Converg.
 AW6852;SPC TXSC     - 4,165,807.481   916,700.778   MT  0.99986355   +1 35 50.0
 AW6852;SPC TXSC     -13,667,320.04  3,007,542.47   sFT  0.99986355   +1 35 50.0
 AW6852;UTM  15      - 3,243,186.283   233,841.853   MT  1.00047422   -1 20 28.1
 AW6852
 AW6852                          SUPERSEDED SURVEY CONTROL
 AW6852
 AW6852  NAD 83(1986)-  29 17 22.57463(N)    095 44 23.10663(W) AD(       ) 4
 AW6852  NAD 27      -  29 17 21.68500(N)    095 44 22.27500(W) AD(       ) 3
 AW6852
 AW6852.Superseded values are not recommended for survey control.
 AW6852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6852.See file dsdata.txt to determine how the superseded data were derived.
 AW6852
 AW6852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3384243186(NAD 83)
 AW6852_MARKER: 53 = ELEVATED TANK
 AW6852
 AW6852  HISTORY     - Date     Condition        Report By
 AW6852  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6852  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW6852  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW6852
 AW6852                          STATION DESCRIPTION
 AW6852
 AW6852'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6852'THE STATION IS LOCATED AT THE WEST EDGE OF TOWN ON LAND
 AW6852'OWNED BY DAMON PUBLIC SCHOOLS AND IS 80 FEET EAST OF THE
 AW6852'SOUTHEAST CORNER OF THE MOST NORTHERLY OF TWO SCHOOL BUILDINGS.
 AW6852'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 AW6852'AND THE TANK HAS A FLAT ROOF.  THE OVERALL HEIGHT IS ABOUT
 AW6852'50 FEET.
 AW6852'
 AW6852'THE TOP AND CENTER OF THE TANK ROOF WAS OBSERVED.
 AW6852
 AW6852                          STATION RECOVERY (1987)
 AW6852
 AW6852'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6852'MARK NOT FOUND.
 AW6852
 AW6852                          STATION RECOVERY (1994)
 AW6852
 AW6852'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1398 ***********************************************************************
 AJ1398  DESIGNATION -  DAN
 AJ1398  PID         -  AJ1398
 AJ1398  STATE/COUNTY-  TX/ZAPATA
 AJ1398  USGS QUAD   -  ARROYO SALADO EAST (1980)
 AJ1398
 AJ1398                         *CURRENT SURVEY CONTROL
 AJ1398  ___________________________________________________________________
 AJ1398* NAD 83(1993)-  27 11 01.02956(N)    099 18 59.17559(W)     ADJUSTED  
 AJ1398* NAVD 88     -       172.4    (meters)     566.     (feet)  VERTCON   
 AJ1398  ___________________________________________________________________
 AJ1398  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 AJ1398  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AJ1398
 AJ1398  HORZ ORDER  -  FIRST
 AJ1398
 AJ1398.The horizontal coordinates were established by classical geodetic methods
 AJ1398.and adjusted by the National Geodetic Survey in February 1996..
 AJ1398
 AJ1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1398
 AJ1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1398
 AJ1398.The geoid height was determined by GEOID03.
 AJ1398
 AJ1398;                    North         East     Units Scale Factor Converg.
 AJ1398;SPC TX S     - 5,168,327.413   219,105.271   MT  0.99989985   -0 22 14.4
 AJ1398;SPC TX S     -16,956,420.85    718,847.88   sFT  0.99989985   -0 22 14.4
 AJ1398;UTM  14      - 3,006,812.580   468,655.638   MT  0.99961213   -0 08 40.4
 AJ1398
 AJ1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1398!SPC TX S     -   0.99997665  x   0.99989985  =   0.99987650
 AJ1398!UTM  14      -   0.99997665  x   0.99961213  =   0.99958879
 AJ1398
 AJ1398:                Primary Azimuth Mark                     Grid Az
 AJ1398:SPC TX S     -  YGNACIO                                  206 01 18.7
 AJ1398:UTM  14      -  YGNACIO                                  205 47 44.7
 AJ1398
 AJ1398|---------------------------------------------------------------------|
 AJ1398| PID    Reference Object                     Distance      Geod. Az  |
 AJ1398|                                                           dddmmss.s |
 AJ1398| AJ1400 YGNACIO                             APPROX.15.4 KM 2053904.3 |
 AJ1398| AJ1404 WINDMILL WEST OF STA GEORGE         APPROX.19.4 KM 3320522.8 |
 AJ1398| CV3102 DAN RM                               10.433 METERS 34808     |
 AJ1398|---------------------------------------------------------------------|
 AJ1398
 AJ1398                          SUPERSEDED SURVEY CONTROL
 AJ1398
 AJ1398  NAD 83(1986)-  27 11 01.02614(N)    099 18 59.14207(W) AD(       ) 1
 AJ1398  NAD 27      -  27 10 59.92900(N)    099 18 58.00800(W) AD(       ) 1
 AJ1398  NGVD 29 (07/19/86)  172.5    (m)          566.     (f) VERT ANG       
 AJ1398
 AJ1398.Superseded values are not recommended for survey control.
 AJ1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1398.See file dsdata.txt to determine how the superseded data were derived.
 AJ1398
 AJ1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR6865606813(NAD 83)
 AJ1398_MARKER: DS = TRIANGULATION STATION DISK
 AJ1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1398
 AJ1398  HISTORY     - Date     Condition        Report By
 AJ1398  HISTORY     - 1917     MONUMENTED       CGS
 AJ1398  HISTORY     - 1975     GOOD             USGS
 AJ1398
 AJ1398                          STATION DESCRIPTION
 AJ1398
 AJ1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1398'STATION IS ABOUT 10 MILES NE OF THE CORRALITOS RANCH ON
 AJ1398'THE MILITARY ROAD AND 1 MILE N OF A PROMINENT SINGLE KNOB
 AJ1398'WHICH IS THE WESTERN EXTREMITY OF A LONG EVEN RIDGE EXTENDING
 AJ1398'TO THE E.
 AJ1398'
 AJ1398'SURFACE STATION MARK AND REFERENCE MARK ARE STANDARD BRONZE
 AJ1398'DISKS SET IN BLOCKS OF CONCRETE.
 AJ1398'
 AJ1398'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1398'
 AJ1398'REFERENCE MARK IS 10.433 METERS (34.23 FEET) FROM THE STATION,
 AJ1398'S 2 DEG 53 MIN E.
 AJ1398
 AJ1398                          STATION RECOVERY (1975)
 AJ1398
 AJ1398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ1398'THE STATION IS LOCATED ON THE SANTO NINO RANCH THAT IS OWNED
 AJ1398'BY WILLAM MC MURRAY AND MANAGED BY JIM SHERIAN WHO LIVES
 AJ1398'ON RANCH.
 AJ1398'
 AJ1398'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 83 AND
 AJ1398'FARM ROAD 3165 IN SAN YGNACIO, TEXAS, GO NE ON FARM ROAD
 AJ1398'3165 FOR 10.7 MILES TO CROSS ROADS AND SIGN SANTO NINO RANCH
 AJ1398'3 MILES.  TURN LEFT OFF FARM ROAD AND GO NORTH FOR 0.75
 AJ1398'MILES TO SECOND GATE.  PASS THROUGH GATE AND TAKE RIGHT FORK
 AJ1398'FOR 0.75 MILE TO DAM.  GO ACROSS TOP OF DAM AND CONTINUE
 AJ1398'ON FOR 0.6 MILES TO ROAD FORF.  TAKE LEFT FORK (NORTH) FOR
 AJ1398'1.3 MILES TO GATE AT EDGE OF DAM.  PASS THROUGH GATE AND
 AJ1398'CONTINUE ON FOR 0.25 MILE TO GATE IN NE-SW FENCE LINE.  PASS
 AJ1398'THROUGH GATE AND TAKE DIM ROAD NE FOR 1.2 MILES TO WHERE
 AJ1398'ROAD CROSSES SECOND RIDGE AND END OF TRUCK TRAVEL.  JUST
 AJ1398'NORTH OF THE CREST OF THE RIDGE FIND OLD TRAIL AND HIKE
 AJ1398'WEST FOR ABOUT 0.5 MILE TO SECOND RIDGE.  THE STATION IS
 AJ1398'ABOUT 300 FT. NORTH OF WHERE TRAIL CROSSES RIDGE.
 AJ1398'
 AJ1398'STATION MARK--A USC AND GS DISK STAMPED DAN 1917 AND SET
 AJ1398'IN A ROCK OUTCROP FLUSH WITH THE GROUND.
 AJ1398'
 AJ1398'REFERENCE MARK--A NAIL SET IN A MASS OF CONCRETE FLUSH WITH
 AJ1398'THE GROUND.  C AND GS DISTANCE OK, AZIMUTH NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0947 ***********************************************************************
 DO0947  SACS        -  This is a Secondary Airport Control Station.
 DO0947  DESIGNATION -  DANAPORT
 DO0947  PID         -  DO0947
 DO0947  STATE/COUNTY-  TX/ARCHER
 DO0947  USGS QUAD   -  LAKE WICHITA (1981)
 DO0947
 DO0947                         *CURRENT SURVEY CONTROL
 DO0947  ___________________________________________________________________
 DO0947* NAD 83(1993)-  33 49 29.54170(N)    098 34 22.53021(W)     ADJUSTED  
 DO0947* NAVD 88     -       300.29   (meters)     985.2    (feet)  GPS OBS   
 DO0947  ___________________________________________________________________
 DO0947  X           -    -790,705.249 (meters)                     COMP
 DO0947  Y           -  -5,245,057.010 (meters)                     COMP
 DO0947  Z           -   3,530,477.411 (meters)                     COMP
 DO0947  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DO0947  ELLIP HEIGHT-         272.51  (meters)          (07/06/01) GPS OBS
 DO0947  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DO0947
 DO0947  HORZ ORDER  -  FIRST
 DO0947  ELLP ORDER  -  FOURTH    CLASS II
 DO0947
 DO0947.This mark is at Tom Danaher (2F9) Airport (2F9)
 DO0947
 DO0947.The horizontal coordinates were established by GPS observations
 DO0947.and adjusted by the National Geodetic Survey in July 1996..
 DO0947
 DO0947.The orthometric height was determined by GPS observations and a
 DO0947.high-resolution geoid model.
 DO0947
 DO0947.GPS derived orthometric heights for airport stations designated as
 DO0947.PACS or SACS are published to 2 decimal places.  This maintains
 DO0947.centimeter relative accuracy between the PACS and SACS.  It does
 DO0947.not indicate centimeter accuracy relative to other marks which are
 DO0947.part of the NAVD 88 network.
 DO0947
 DO0947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0947
 DO0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0947
 DO0947.The ellipsoidal height was determined by GPS observations
 DO0947.and is referenced to NAD 83.
 DO0947
 DO0947.The geoid height was determined by GEOID03.
 DO0947
 DO0947;                    North         East     Units Scale Factor Converg.
 DO0947;SPC TXNC     - 2,239,334.324   593,249.287   MT  0.99996353   -0 02 23.2
 DO0947;SPC TXNC     - 7,346,882.69  1,946,352.04   sFT  0.99996353   -0 02 23.2
 DO0947;UTM  14      - 3,742,820.476   539,520.337   MT  0.99961925   +0 14 15.9
 DO0947
 DO0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0947!SPC TXNC     -   0.99995722  x   0.99996353  =   0.99992075
 DO0947!UTM  14      -   0.99995722  x   0.99961925  =   0.99957649
 DO0947
 DO0947:                Primary Azimuth Mark                     Grid Az
 DO0947:SPC TXNC     -  DANAPORT AZ MK                           000 04 32.0
 DO0947:UTM  14      -  DANAPORT AZ MK                           359 47 52.9
 DO0947
 DO0947|---------------------------------------------------------------------|
 DO0947| PID    Reference Object                     Distance      Geod. Az  |
 DO0947|                                                           dddmmss.s |
 DO0947| DO0948 DANAPORT AZ MK                      APPROX. 0.5 KM 0000208.8 |
 DO0947|---------------------------------------------------------------------|
 DO0947
 DO0947                          SUPERSEDED SURVEY CONTROL
 DO0947
 DO0947  ELLIP H (07/23/96)  272.56   (m)                       GP(       ) 4 2
 DO0947  NAD 83(1993)-  33 49 29.53920(N)    098 34 22.53005(W) AD(       ) 3
 DO0947  ELLIP H (02/16/96)  272.44   (m)                       GP(       ) 5 1
 DO0947  NAD 83(1993)-  33 49 29.54287(N)    098 34 22.52600(W) AD(       ) 3
 DO0947  NAD 83(1986)-  33 49 29.54303(N)    098 34 22.51402(W) AD(       ) 3
 DO0947  NAD 27      -  33 49 29.19037(N)    098 34 21.30845(W) AD(       ) 3
 DO0947  NGVD 29 (12/08/88)  299.9    (m)          984.     (f) GPS OBS        
 DO0947
 DO0947.Superseded values are not recommended for survey control.
 DO0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0947.See file dsdata.txt to determine how the superseded data were derived.
 DO0947
 DO0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3952042820(NAD 83)
 DO0947_MARKER: I = METAL ROD
 DO0947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO0947_SP_SET: OBJECT DRIVEN INTO GROUND
 DO0947_STAMPING: DANAPORT 1988
 DO0947_MARK LOGO: NGS   
 DO0947_PROJECTION: FLUSH
 DO0947_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0947+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1994
 DO0947_ROD/PIPE-DEPTH: 1.0  meters
 DO0947_SLEEVE-DEPTH  : 0.9 meters
 DO0947
 DO0947  HISTORY     - Date     Condition        Report By
 DO0947  HISTORY     - 1988     MONUMENTED       NGS
 DO0947  HISTORY     - 19941231 GOOD             NGS
 DO0947
 DO0947                          STATION DESCRIPTION
 DO0947
 DO0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0947'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 DO0947'SOUTHWEST OF WICHITA FALLS, 2.4 KM (1.5 MI) WEST OF LAKESIDE CITY,
 DO0947'1.3 KM (0.8 MI) SOUTH OF THE WICHITA-ARCHER COUNTY LINE, ON A
 DO0947'PENINULLA ON THE SOUTH SIDE OF LAKE WICHITA AND AT THE TOM DANAHER
 DO0947'AIRPORT.
 DO0947'OWNERSHIP--TOM DANAHER, RT 3, BOX 495, WICHITA FALLS TX 76308,
 DO0947'PHONE 817-691-1111
 DO0947'
 DO0947'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 287 BUSINESS,
 DO0947'STATE HIGHWAY 79 AND FARM ROAD 369, WHICH IS ON THE SOUTHEAST EDGE
 DO0947'OF WICHITA FALLS AND JUST SOUTH OF THE KICKAPOO DOWNTOWN AIRPARK,
 DO0947'GO SOUTHWEST ON STATE HIGHWAY 79 FOR 6,9 KM (4.3 MI) TO A 5-WAY
 DO0947'JUNCTION AND FARM ROAD 1954.  TURN RIGHT AND GO WEST ON FARM ROAD
 DO0947'1954 FOR 3.0 KM (1.85 MI) TO A PAVED ROAD RIGHT (DECKER ROAD).
 DO0947'TURN RIGHT AND GO NORTH FOR 1.4 KM (0.85 MI) TO A PAVED ROAD RIGHT.
 DO0947'(QUAIL ROAD).  TURN RIGHT AND GO EAST FOR 0.6 KM (0.4 MI) TO A
 DO0947'GATE.  PASS THROUGH GATE AND GO EAST AND THEN SOUTH FOR 0.2 KM (0.1
 DO0947'MI) TO A
 DO0947'GATE BETWEEN HANGARS. (COMBINATION TO LOCK IS 1991).  PASS THROUGH
 DO0947'GATE AND THEN TURN LEFT AND GO EAST FOR 0.1 KM (0.05 MI) TO GRASS
 DO0947'MEDIAN BETWEEN TAXIWAY AND RUNWAY AND THE STATION.
 DO0947'
 DO0947'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 DO0947'DRIVEN INTO THE GROUND 5.9 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 DO0947'IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC PIPE
 DO0947'WITH A LOGO CAP STAMPED---DANAPORT 1988---, THE ROD IS RECESSED 5
 DO0947'CM BELOW THE GROUND SURFACE.  LOCATED 19.8 METERS (65.O FT) EAST
 DO0947'OF A FIBERGLASS WITNESS POST IN FENCE, 16.2 METERS (53.0 FT) WEST
 DO0947'OF RUNWAY CENTER AND 6.7 METERS (22.0 FT) EAST OF TAXIWAY CENTER.
 DO0947'
 DO0947'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 DO0947'ROD DRIVEN INTO THE GROUND 6.5 METERS AND INSIDE A 1-INCH PVC PIPE
 DO0947'THAT IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC
 DO0947'PIPE WITH A LOGO CAP STAMPED---DANAPORT AZ MK 1988---, THE ROD IS
 DO0947'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 17.7 METERS (58.0
 DO0947'FT)
 DO0947'EAST OF A FIBERGLASS WITNESS POST IN FENCE, 15.8 METERS (52.5 FT)
 DO0947'WEST OF RUNWAY CENTER AND 7.9 METERS (26.0 FT) EAST OF TAXIWAY
 DO0947'CENTER.
 DO0947'
 DO0947'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0947'
 DO0947'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0947'
 DO0947'DESCRIBED BY D.A. BOWLING.
 DO0947
 DO0947                          STATION RECOVERY (1994)
 DO0947
 DO0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DO0947'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF WICHATA
 DO0947'FALLS, 1.5 MI (2.4 KM) WEST OF LAKESIDE CITY, 0.8 MI (1.3 KM) SOUTH OF
 DO0947'THE WICHITA-ARCHER COUNTY LINE, ON A PENINSULA ON THE SOUTH SIDE OF
 DO0947'LAKE WICHITA AND AT THE TOM DANAHER AIRPORT.  OWNERSHIP--TOM DANAHER,
 DO0947'RT 3 BOX 495, WICHITA FALLS, TX 76308.  PHONE (817) 691-1111.  TO
 DO0947'REACH THE STATION FROM THE JUCTION OF STATE HIGHWAYS 369 (SOUTHWEST
 DO0947'PARKWAY) , 473 (OLD JACKSBORO HIGHWAY) AND 79 SOUTH OF DOWNTOWN
 DO0947'WICHITA FALLS) , GO SOUTHWEST ON STATE HIGHWAY 79 FOR 4.3 MI (6.9 KM)
 DO0947'TO A INTERSECTION.  TURN RIGHT AND GO WEST ON FARM ROAD 1954 FOR 1.85
 DO0947'MI (2.98 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON DECKER
 DO0947'ROAD FOR 0.85 MI (1.37 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 DO0947'EAST FOR 0.4 MI (0.6 KM) TO A GATE.  PASS THROUGH GATE AND GO EAST AND
 DO0947'THEN SOUTH FOR 0.1 MI (0.2 KM) TO A GATE BETWEEN HANGERS (COMBINATION
 DO0947'TO LOCK IS 1991) .  PASS THROUGH GATE, TURN LEFT AND GO EAST AND THEN
 DO0947'SOUTH FOR 0.1 MI (0.2 KM) TO A GRASS MEDIAN BETWEEN THE TAXIWAY AND
 DO0947'RUNWAY AND THE STATION AHEAD.  THE STATION IS 65.0 FT (19.8 M) EAST OF
 DO0947'A FIBERGLASS WITNESS POST IN FENCE, 53.0 FT (16.2 M) WEST OF THE
 DO0947'RUNWAY CENTER AND 22.0 FT (6.7 M) EAST OF TAXIWAY CENTER.  --NOTE--
 DO0947'ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0948 ***********************************************************************
 DO0948  SACS        -  This is a Secondary Airport Control Station.
 DO0948  DESIGNATION -  DANAPORT AZ MK
 DO0948  PID         -  DO0948
 DO0948  STATE/COUNTY-  TX/ARCHER
 DO0948  USGS QUAD   -  LAKE WICHITA (1981)
 DO0948
 DO0948                         *CURRENT SURVEY CONTROL
 DO0948  ___________________________________________________________________
 DO0948* NAD 83(1993)-  33 49 46.79989(N)    098 34 22.51730(W)     ADJUSTED  
 DO0948* NAVD 88     -       300.51   (meters)     985.9    (feet)  GPS OBS   
 DO0948  ___________________________________________________________________
 DO0948  X           -    -790,660.820 (meters)                     COMP
 DO0948  Y           -  -5,244,764.520 (meters)                     COMP
 DO0948  Z           -   3,530,919.279 (meters)                     COMP
 DO0948  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 DO0948  ELLIP HEIGHT-         272.73  (meters)          (07/06/01) GPS OBS
 DO0948  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DO0948
 DO0948  HORZ ORDER  -  FIRST
 DO0948  ELLP ORDER  -  FOURTH    CLASS II
 DO0948
 DO0948.This mark is at Tom Danaher (2F9) Airport (2F9)
 DO0948
 DO0948.The horizontal coordinates were established by GPS observations
 DO0948.and adjusted by the National Geodetic Survey in July 1996..
 DO0948
 DO0948.The orthometric height was determined by GPS observations and a
 DO0948.high-resolution geoid model.
 DO0948
 DO0948.GPS derived orthometric heights for airport stations designated as
 DO0948.PACS or SACS are published to 2 decimal places.  This maintains
 DO0948.centimeter relative accuracy between the PACS and SACS.  It does
 DO0948.not indicate centimeter accuracy relative to other marks which are
 DO0948.part of the NAVD 88 network.
 DO0948
 DO0948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0948
 DO0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0948
 DO0948.The ellipsoidal height was determined by GPS observations
 DO0948.and is referenced to NAD 83.
 DO0948
 DO0948.The geoid height was determined by GEOID03.
 DO0948
 DO0948;                    North         East     Units Scale Factor Converg.
 DO0948;SPC TXNC     - 2,239,866.045   593,249.988   MT  0.99996466   -0 02 23.2
 DO0948;SPC TXNC     - 7,348,627.18  1,946,354.34   sFT  0.99996466   -0 02 23.2
 DO0948;UTM  14      - 3,743,352.011   539,518.463   MT  0.99961925   +0 14 16.0
 DO0948
 DO0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0948!SPC TXNC     -   0.99995719  x   0.99996466  =   0.99992185
 DO0948!UTM  14      -   0.99995719  x   0.99961925  =   0.99957645
 DO0948
 DO0948|---------------------------------------------------------------------|
 DO0948| PID    Reference Object                     Distance      Geod. Az  |
 DO0948|                                                           dddmmss.s |
 DO0948| AB2781 2F9 A                               390.591 METERS 00458     |
 DO0948| DO0947 DANAPORT                            APPROX. 0.5 KM 1800208.8 |
 DO0948|---------------------------------------------------------------------|
 DO0948
 DO0948                          SUPERSEDED SURVEY CONTROL
 DO0948
 DO0948  ELLIP H (07/23/96)  272.79   (m)                       GP(       ) 4 2
 DO0948  NAD 83(1993)-  33 49 46.79739(N)    098 34 22.51691(W) AD(       ) 3
 DO0948  ELLIP H (02/16/96)  272.66   (m)                       GP(       ) 5 1
 DO0948  NAD 83(1993)-  33 49 46.80102(N)    098 34 22.51285(W) AD(       ) 3
 DO0948  NAD 83(1986)-  33 49 46.80119(N)    098 34 22.50085(W) AD(       ) 3
 DO0948  NAD 27      -  33 49 46.44891(N)    098 34 21.29520(W) AD(       ) 3
 DO0948  NGVD 29 (12/08/88)  300.1    (m)          985.     (f) GPS OBS        
 DO0948
 DO0948.Superseded values are not recommended for survey control.
 DO0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0948.See file dsdata.txt to determine how the superseded data were derived.
 DO0948
 DO0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3951843352(NAD 83)
 DO0948_MARKER: I = METAL ROD
 DO0948_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO0948_SP_SET: OBJECT DRIVEN INTO GROUND
 DO0948_STAMPING: DANAPORT AZ MK 1988
 DO0948_MARK LOGO: NGS   
 DO0948_PROJECTION: FLUSH
 DO0948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0948+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1994
 DO0948_ROD/PIPE-DEPTH: 1.0  meters
 DO0948_SLEEVE-DEPTH  : 0.9 meters
 DO0948
 DO0948  HISTORY     - Date     Condition        Report By
 DO0948  HISTORY     - 1988     MONUMENTED       NGS
 DO0948  HISTORY     - 19941231 GOOD             NGS
 DO0948
 DO0948                          STATION DESCRIPTION
 DO0948
 DO0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0948'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 DO0948'SOUTHWEST OF WICHITA FALLS, 2.4 KM (1.5 MI) WEST OF LAKESIDE CITY,
 DO0948'1.3 KM (0.8 MI) SOUTH OF THE WICHITA-ARCHER COUNTY LINE, ON A
 DO0948'PENINSULA ON THE SOUTH SIDE OF LAKE WICHITA AND AT THE TOM DANAHER
 DO0948'AIRPORT.
 DO0948'OWNERSHIP--TOM DANAHER, RT 3, BOX 495, WICHITA FALLS TX 76308,
 DO0948'PHONE 817-691-1111.
 DO0948'
 DO0948'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 287 BUSINESS,
 DO0948'STATE HIGHWAY 79 AND FARM ROAD 369, WHICH IS NEAR THE SOUTHEAST
 DO0948'EDGE OF WICHITA FALLS AND JUST SOUTH OF THE KICKAPOO DOWNTOWN
 DO0948'AIRPARK, GO SOUTHWEST ON STATE HIGHWAY 79 FOR 6.9 KM (4.3 MI) TO A
 DO0948'5-WAY JUNCTION AND FARM ROAD 1954.  TURN RIGHT AND GO WEST ON FARM
 DO0948'ROAD 1954 FOR 3.0 KM (1.85 MI) TO A PAVED ROAD RIGHT (DECKER ROAD).
 DO0948'TURN RIGHT AND GO NORTH FOR 1.4 KM (0.85 MI) TO A PAVED ROAD RIGHT
 DO0948'(QUAIL ROAD).  TURN RIGHT AND GO EAST FOR 0.6 KM (0.4 MI) TO A
 DO0948'GATE.  PASS THROUGH GATE AND GO EAST AND THEN SOUTH FOR 0.2 KM (0.1
 DO0948'MI) TO A GATE BETWEEN HANGARS.  (COMBINATION TO LOCK IS 1991).
 DO0948'PASS THROUGH THE GATE, THEN TURN LEFT AND GO EAST FOR 0.1 KM (0.05
 DO0948'MI) TO A TAXIWAY.  GO NORTH ON TAXIWAY FOR 0.6 KM (0.35 MI) TO THE
 DO0948'MARK IN THE GRASS MEDIAN OPPOSITE T-FENCE CORNER.
 DO0948'
 DO0948'THE STATION MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 DO0948'ROD DRIVEN INTO THE GROUND 6.5 METERS AND INSIDE A 1-INCH PVC PIPE
 DO0948'THAT IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC
 DO0948'PIPE WITH A LOGO CAP STAMPED---DANAPORT AZ MK 1988---, THE ROD IS
 DO0948'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 17.7 METERS (58.0
 DO0948'FT) EAST OF A FIBERGLASS WITNESS POST IN FENCE, 15.8 METERS (52.5
 DO0948'FT) WEST OF RUNWAY CENTER AND 7.9 METERS (26.0 FT) EAST OF TAXIWAY
 DO0948'CENTER.
 DO0948'
 DO0948'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0948'
 DO0948'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0948'
 DO0948'DESCRIBED BY D.A. BOWLING.
 DO0948
 DO0948                          STATION RECOVERY (1994)
 DO0948
 DO0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DO0948'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF WICHATA
 DO0948'FALLS, 1.5 MI (2.4 KM) WEST OF LAKESIDE CITY, 0.8 MI (1.3 KM) SOUTH OF
 DO0948'THE WICHITA-ARCHER COUNTY LINE, ON A PENINSULA ON THE SOUTH SIDE OF
 DO0948'LAKE WICHITA AND AT THE TOM DANAHER AIRPORT.  OWNERSHIP--TOM DANAHER,
 DO0948'RT 3 BOX 495, WICHITA FALLS, TX 76308.  PHONE (817) 691-1111.  TO
 DO0948'REACH THE STATION FROM THE JUCTION OF STATE HIGHWAYS 369 (SOUTHWEST
 DO0948'PARKWAY) , 473 (OLD JACKSBORO HIGHWAY) AND 79 SOUTH OF DOWNTOWN
 DO0948'WICHITA FALLS) , GO SOUTHWEST ON STATE HIGHWAY 79 FOR 4.3 MI (6.9 KM)
 DO0948'TO A INTERSECTION.  TURN RIGHT AND GO WEST ON FARM ROAD 1954 FOR 1.85
 DO0948'MI (2.98 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON DECKER
 DO0948'ROAD FOR 0.85 MI (1.37 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 DO0948'EAST FOR 0.4 MI (0.6 KM) TO A GATE.  PASS THROUGH GATE AND GO EAST AND
 DO0948'THEN SOUTH FOR 0.1 MI (0.2 KM) TO A GATE BETWEEN HANGERS (COMBINATION
 DO0948'TO LOCK IS 1991) .  PASS THROUGH GATE, TURN LEFT AND GO EAST FOR 0.05
 DO0948'MI (0.08 KM) TO A TAXIWAY.  TURN LEFT AND GO NORTH ON THE TAXIWAY FOR
 DO0948'0.35 MI (0.56 KM) TO THE STATION IN THE GRASS MEDIAN OPPOSITE A
 DO0948'T-FENCE CORNER.  THE STATION IS 58.0 FT (17.7 M) EAST OF A FIBERGLASS
 DO0948'WITNESS POST IN FENCE, 52.5 FT (16.0 M) WEST OF THE CENTER OF RUNWAY
 DO0948'AND 26.0FT EAST OF THE CENTER OF TAXIWAY.  --NOTE-- ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1161 ***********************************************************************
 AW1161  DESIGNATION -  DANBURY 2
 AW1161  PID         -  AW1161
 AW1161  STATE/COUNTY-  TX/BRAZORIA
 AW1161  USGS QUAD   -  DANBURY (1974)
 AW1161
 AW1161                         *CURRENT SURVEY CONTROL
 AW1161  ___________________________________________________________________
 AW1161* NAD 83(1993)-  29 13 53.48470(N)    095 20 33.65892(W)     ADJUSTED  
 AW1161* NAVD 88     -         6.75   (+/-2cm)      22.1    (feet)  VERTCON   
 AW1161  ___________________________________________________________________
 AW1161  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW1161  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1161
 AW1161  HORZ ORDER  -  SECOND
 AW1161  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1161
 AW1161.The horizontal coordinates were established by classical geodetic methods
 AW1161.and adjusted by the National Geodetic Survey in February 1996..
 AW1161
 AW1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1161.The vertical order pertains to the NGVD 29 superseded value.
 AW1161
 AW1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1161
 AW1161.The geoid height was determined by GEOID03.
 AW1161
 AW1161;                    North         East     Units Scale Factor Converg.
 AW1161;SPC TXSC     - 4,160,514.967   955,461.951   MT  0.99986486   +1 47 30.4
 AW1161;SPC TXSC     -13,649,956.19  3,134,711.42   sFT  0.99986486   +1 47 30.4
 AW1161;UTM  15      - 3,235,910.937   272,299.733   MT  1.00023982   -1 08 40.3
 AW1161
 AW1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1161!SPC TXSC     -   1.00000315  x   0.99986486  =   0.99986801
 AW1161!UTM  15      -   1.00000315  x   1.00023982  =   1.00024297
 AW1161
 AW1161|---------------------------------------------------------------------|
 AW1161| PID    Reference Object                     Distance      Geod. Az  |
 AW1161|                                                           dddmmss.s |
 AW1161| AW1160 DANBURY 2 RM 3                       20.565 METERS 02419     |
 AW1161| AW1159 DANBURY 2 RM 4                       42.559 METERS 10421     |
 AW1161| AW6836 ANGLETON MUNICIPAL TANK             APPROX.11.6 KM 2302515.1 |
 AW1161| AW1163 K 693                                              3092834.0 |
 AW1161|---------------------------------------------------------------------|
 AW1161
 AW1161                          SUPERSEDED SURVEY CONTROL
 AW1161
 AW1161  NAD 83(1986)-  29 13 53.49839(N)    095 20 33.63856(W) AD(       ) 2
 AW1161  NAD 27      -  29 13 52.63200(N)    095 20 32.86900(W) AD(       ) 2
 AW1161  NGVD 29 (??/??/92)    6.750  (m)           22.15   (f) ADJ UNCH    1 1
 AW1161
 AW1161.Superseded values are not recommended for survey control.
 AW1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1161.See file dsdata.txt to determine how the superseded data were derived.
 AW1161
 AW1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7230035911(NAD 83)
 AW1161_MARKER: DS = TRIANGULATION STATION DISK
 AW1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1161_STAMPING: DANBURY 2 1952
 AW1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1161+STABILITY: SURFACE MOTION
 AW1161
 AW1161  HISTORY     - Date     Condition        Report By
 AW1161  HISTORY     - 1952     MONUMENTED       CGS
 AW1161  HISTORY     - 1961     GOOD             CGS
 AW1161  HISTORY     - 1963     GOOD             CGS
 AW1161  HISTORY     - 1973     GOOD             NGS
 AW1161  HISTORY     - 1973     GOOD             NGS
 AW1161  HISTORY     - 1978     GOOD             NGS
 AW1161  HISTORY     - 1987     GOOD             USPSQD
 AW1161  HISTORY     - 1987     GOOD             USPSQD
 AW1161  HISTORY     - 1990     GOOD             USPSQD
 AW1161  HISTORY     - 1991     GOOD             USPSQD
 AW1161  HISTORY     - 19970628 GOOD             USPSQD
 AW1161
 AW1161                          STATION DESCRIPTION
 AW1161
 AW1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW1161'THE STATION IS LOCATED 0.2 MILE NORTHEAST OF THE DEPOT IN
 AW1161'DANBURY, 67 FEET SOUTHWEST OF A FENCE LINE, 52 FEET WEST
 AW1161'OF THE NORTH CORNER OF A HOUSE, 30.5 FEET EAST OF THE EAST
 AW1161'CORNER OF A LARGE BARN AND 5.5 FEET SOUTHWEST OF A WITNESS
 AW1161'POST.  IT IS STAMPED DANBURY 2 1952 AND PROJECTS 4 INCHES.
 AW1161'
 AW1161'REFERENCE MARK 3 IS 1 FOOT SOUTHWEST OF A FENCE LINE.  IT
 AW1161'IS STAMPED DANBURY 2 NO 3 1952 AND PROJECTS 4 INCHES.
 AW1161'
 AW1161'REFERENCE MARK 4 IS 98 FEET NORTHWEST OF A GRAVELED ROAD, 66
 AW1161'FEET NORTHWEST OF A POWERLINE POLE, 33 FEET SOUTH OF THE
 AW1161'SOUTH CORNER OF A HOUSE AND 28 FEET NORTHEAST OF THE CENTER
 AW1161'OF A GRAVELED LANE.  IT IS STAMPED DANBURY 2 NO 4 1952 AND
 AW1161'PROJECTS 4 INCHES.
 AW1161'
 AW1161'THE DISTANCE BETWEEN REFERENCE MARKS IS 144.2 FEET.
 AW1161'
 AW1161'BENCH MARK K 693 WAS USED AS THE AZIMUTH MARK.  IT IS A
 AW1161'STANDARD BENCH MARK DISK SET IN A DRILL HOLE IN THE CENTER
 AW1161'OF THE HEADWALL OF A CONCRETE CULVERT WHICH IS 5 FEET LONG
 AW1161'AND 1.5 FEET HIGH.  IT IS STAMPED K 693 1942.
 AW1161'
 AW1161'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 AW1161'ON A GRAVELED STREET FOR 0.2 MILE TO CROSSROAD.  TURN RIGHT
 AW1161'AND GO NORTHERLY ON A PAVED ROAD (SPUR 28) FOR 1.0 MILE
 AW1161'TO A CONCRETE CULVERT AND THE AZIMUTH MARK ON THE LEFT AS
 AW1161'DESCRIBED.
 AW1161'
 AW1161'TO REACH THE STATION FROM THE DEPOT IN DANBURY, GO SOUTHERLY
 AW1161'ON THE MAIN STREET FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT
 AW1161'AND GO NORTHEAST ON A GRAVELED STREET FOR 0.2 MILE TO A
 AW1161'GRAVELED LANE ON THE LEFT WHICH LEADS NORTHWEST TO A LARGE
 AW1161'BARN AND THE STATION AS DESCRIBED.
 AW1161
 AW1161                          STATION RECOVERY (1961)
 AW1161
 AW1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AMG)
 AW1161'RECOVERED TRIANGULATION STATION, AZIMUTH AND REFERENCE MARKS
 AW1161'3 AND 4 IN GOOD CONDITION IN ACCORDANCE WITH PUBLISHED DESCRIPTION.
 AW1161'WAS UNABLE TO OBSERVE AZIMUTH MARK FROM STATION DUE TO A
 AW1161'BRICK HOUSE RECENTLY BUILT IN DANBURY TOWNSITE IN LINE OF
 AW1161'SIGHT.
 AW1161'
 AW1161'WOULD RECOMMEND TRIANGULATION STATIONS AND AZIMUTH MARKS
 AW1161'BE PLACED IN HIGHWAY OR RAILROAD RIGHTS-OF-WAY WHERE POSSIBLE
 AW1161'TO BE ASSURED OF AN UNOBSTRUCTED SIGHT.
 AW1161
 AW1161                          STATION RECOVERY (1963)
 AW1161
 AW1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AW1161'STATION RECOVERED AS DESCRIBED IN 1952 DESCRIPTION.  STATION
 AW1161'MARK FOUND AS DESCRIBED EXCEPT THE MARK IS NOW FLUSH WITH
 AW1161'THE SURFACE AND HAS BEEN SCARED ACROSS THE TOP BY FARM
 AW1161'MACHINERY PASSING OVER TOP OF MARK.  REFERENCE MARKS NO. 3
 AW1161'AND 4 WERE RECOVERED AS DESCRIBED IN GOOD CONDITION, BENCH
 AW1161'MARK K 693 (AZIMUTH MARK) WAS NOT SEARCHED FOR.  DISTANCE
 AW1161'TO REFERENCE MARKS VERIFIED.  STATION MARK IS 221 FEET NORTH
 AW1161'FROM CENTER-LINE OF STREET, 30.2 FEET SOUTHEAST OF THE
 AW1161'SOUTHEAST CORNER OF LARGE METAL BARN, 56.9 FEET NORTH OF THE
 AW1161'NORTHEAST CORNER OF SMALL HOUSE AND 163 FEET SOUTH OF THE
 AW1161'RAILROAD RIGHT-OF-WAY FENCELINE.  ON PROPERTY OWNED BY
 AW1161'MR. FRED FIEF, DANBURY.  STAMPED DANBURY 2 1952
 AW1161'
 AW1161'R.M. 3 PROJECTS 3 INCHES AND IS STAMPED DANBURY 2 NO 3 1952.
 AW1161'
 AW1161'R.M. 4 PROJECTS 2 INCHES AND IS STAMPED DANBURY 2 NO 4 1952.
 AW1161
 AW1161                          STATION RECOVERY (1973)
 AW1161
 AW1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JT)
 AW1161'THE STATION, R.M. 3 AND R.M. 4 WERE RECOVERED IN GOOD CONDITION
 AW1161'AND LEVELED OVER BY THIS PARTY IN 1973.
 AW1161'
 AW1161'TO REACH FROM THE POST OFFICE AT DANBURY, GO NORTHEAST ALONG
 AW1161'THE MISSOURI PACIFIC RAILROAD FOR 0.3 MILE.
 AW1161'
 AW1161'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 AW1161'DANBURY 2 1952.  210.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AW1161'56.4 FEET NORTHWEST OF THE NORTH CORNER OF A SMALL HOUSE,
 AW1161'36 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF SOUTH AVENUE
 AW1161'B, 1.1 FEET NORTHWEST OF A WITNESS POST, IN THE TOP OF A
 AW1161'CONCRETE POST.
 AW1161'
 AW1161'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK, STAMPED
 AW1161'DANBURY 2 NO 3 1952.  67.5 FEET NORTH-NORTHEAST OF THE STATION,
 AW1161'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 AW1161'THE GROUND.
 AW1161'
 AW1161'REFERENCE MARK 4 IS A C AND GS REFERENCE MARK DISK, STAMPED
 AW1161'DANBURY 2 NO 4 1952, 139.7 FEET EAST-SOUTHEAST OF THE STATION,
 AW1161'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 AW1161'THE GROUND.
 AW1161'
 AW1161'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE
 AW1161'NORTHEAST OF DANBURY.
 AW1161
 AW1161                          STATION RECOVERY (1973)
 AW1161
 AW1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1161'0.3 MI NE FROM DANBURY.
 AW1161'0.3 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 AW1161'OFFICE AT DANBURY, 210.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 139.7
 AW1161'FEET WEST-NORTHWEST OF R.M. 4, 67.5 FEET SOUTH-SOUTHWEST OF R.M. 3,
 AW1161'56.4 FEET NORTHWEST OF THE NORTH CORNER OF A SMALL HOUSE, 36 FEET
 AW1161'SOUTHWEST OF THE EXTENDED CENTER LINE OF SOUTH AVENUE B, 1.1 FEET
 AW1161'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN
 AW1161'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1161
 AW1161                          STATION RECOVERY (1978)
 AW1161
 AW1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1161'RECOVERED IN GOOD CONDITION.
 AW1161
 AW1161                          STATION RECOVERY (1987)
 AW1161
 AW1161'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1161'RECOVERED IN GOOD CONDITION.
 AW1161
 AW1161                          STATION RECOVERY (1987)
 AW1161
 AW1161'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1161'RECOVERED IN GOOD CONDITION.
 AW1161
 AW1161                          STATION RECOVERY (1990)
 AW1161
 AW1161'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1161'RECOVERED IN GOOD CONDITION.
 AW1161
 AW1161                          STATION RECOVERY (1991)
 AW1161
 AW1161'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1161'RECOVERED IN GOOD CONDITION.
 AW1161
 AW1161                          STATION RECOVERY (1997)
 AW1161
 AW1161'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1160 ***********************************************************************
 AW1160  DESIGNATION -  DANBURY 2 RM 3
 AW1160  PID         -  AW1160
 AW1160  STATE/COUNTY-  TX/BRAZORIA
 AW1160  USGS QUAD   -  DANBURY (1974)
 AW1160
 AW1160                         *CURRENT SURVEY CONTROL
 AW1160  ___________________________________________________________________
 AW1160* NAD 83(1986)-  29 13 53.     (N)    095 20 33.     (W)     SCALED    
 AW1160* NAVD 88     -         6.80   (+/-2cm)      22.3    (feet)  VERTCON   
 AW1160  ___________________________________________________________________
 AW1160  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1160
 AW1160  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1160
 AW1160.The horizontal coordinates were scaled from a topographic map and have
 AW1160.an estimated accuracy of +/- 6 seconds.
 AW1160
 AW1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1160.The vertical order pertains to the NGVD 29 superseded value.
 AW1160
 AW1160.The geoid height was determined by GEOID03.
 AW1160
 AW1160;                    North         East    Units  Estimated Accuracy
 AW1160;SPC TXSC     - 4,160,500.      955,480.      MT  (+/- 180 meters Scaled)
 AW1160
 AW1160                          SUPERSEDED SURVEY CONTROL
 AW1160
 AW1160  NGVD 29 (??/??/92)    6.804  (m)           22.32   (f) ADJ UNCH    1 1
 AW1160
 AW1160.Superseded values are not recommended for survey control.
 AW1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1160.See file dsdata.txt to determine how the superseded data were derived.
 AW1160
 AW1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN723358(NAD 83)
 AW1160_MARKER: DR = REFERENCE MARK DISK
 AW1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1160_STAMPING: DANBURY 2 NO 3 1952
 AW1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1160+STABILITY: SURFACE MOTION
 AW1160
 AW1160  HISTORY     - Date     Condition        Report By
 AW1160  HISTORY     - 1952     MONUMENTED       CGS
 AW1160  HISTORY     - 1973     GOOD             NGS
 AW1160  HISTORY     - 1978     GOOD             NGS
 AW1160  HISTORY     - 1987     GOOD             USPSQD
 AW1160  HISTORY     - 1990     GOOD             USPSQD
 AW1160  HISTORY     - 1991     GOOD             USPSQD
 AW1160
 AW1160                          STATION DESCRIPTION
 AW1160
 AW1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1160'0.3 MI NE FROM DANBURY.
 AW1160'0.3 MILE NORTH-EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 AW1160'OFFICE AT DANBURY, 67.5 FEET NORTH-NORTHEAST OF THE STATION, 144.2
 AW1160'FEET NORTHWEST OF R.M. 4, 190 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AW1160'99.4 FEET NORTHWEST OF THE WEST CORNER OF A FRAME HOUSE, 26 FEET
 AW1160'NORTHEAST OF THE EXTENDED CENTER LINE OF SOUTH AVENUE B, 1.3 FEET
 AW1160'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN
 AW1160'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW1160
 AW1160                          STATION RECOVERY (1978)
 AW1160
 AW1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1160'RECOVERED IN GOOD CONDITION.
 AW1160
 AW1160                          STATION RECOVERY (1987)
 AW1160
 AW1160'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1160'RECOVERED IN GOOD CONDITION.
 AW1160
 AW1160                          STATION RECOVERY (1990)
 AW1160
 AW1160'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1160'RECOVERED IN GOOD CONDITION.
 AW1160
 AW1160                          STATION RECOVERY (1991)
 AW1160
 AW1160'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1159 ***********************************************************************
 AW1159  DESIGNATION -  DANBURY 2 RM 4
 AW1159  PID         -  AW1159
 AW1159  STATE/COUNTY-  TX/BRAZORIA
 AW1159  USGS QUAD   -  DANBURY (1974)
 AW1159
 AW1159                         *CURRENT SURVEY CONTROL
 AW1159  ___________________________________________________________________
 AW1159* NAD 83(1993)-  29 13 53.14215(N)    095 20 32.13215(W)     ADJUSTED  
 AW1159* NAVD 88     -         6.70   (+/-2cm)      22.0    (feet)  VERTCON   
 AW1159  ___________________________________________________________________
 AW1159  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW1159  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1159
 AW1159  HORZ ORDER  -  SECOND
 AW1159  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1159
 AW1159.The horizontal coordinates were established by classical geodetic methods
 AW1159.and adjusted by the National Geodetic Survey in February 1996..
 AW1159
 AW1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1159.The vertical order pertains to the NGVD 29 superseded value.
 AW1159
 AW1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1159
 AW1159.The geoid height was determined by GEOID03.
 AW1159
 AW1159;                    North         East     Units Scale Factor Converg.
 AW1159;SPC TXSC     - 4,160,505.716   955,503.486   MT  0.99986486   +1 47 31.1
 AW1159;SPC TXSC     -13,649,925.84  3,134,847.69   sFT  0.99986486   +1 47 31.1
 AW1159;UTM  15      - 3,235,899.566   272,340.756   MT  1.00023959   -1 08 39.5
 AW1159
 AW1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1159!SPC TXSC     -   1.00000315  x   0.99986486  =   0.99986801
 AW1159!UTM  15      -   1.00000315  x   1.00023959  =   1.00024275
 AW1159
 AW1159                          SUPERSEDED SURVEY CONTROL
 AW1159
 AW1159  NAD 83(1986)-  29 13 53.15581(N)    095 20 32.11170(W) AD(       ) 2
 AW1159  NAD 27      -  29 13 52.28927(N)    095 20 31.34204(W) AD(       ) 2
 AW1159  NGVD 29 (??/??/92)    6.706  (m)           22.00   (f) ADJ UNCH    1 1
 AW1159
 AW1159.Superseded values are not recommended for survey control.
 AW1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1159.See file dsdata.txt to determine how the superseded data were derived.
 AW1159
 AW1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7234135900(NAD 83)
 AW1159_MARKER: DR = REFERENCE MARK DISK
 AW1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1159_STAMPING: DANBURY 2 NO 4 1952
 AW1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1159+STABILITY: SURFACE MOTION
 AW1159
 AW1159  HISTORY     - Date     Condition        Report By
 AW1159  HISTORY     - 1952     MONUMENTED       CGS
 AW1159  HISTORY     - 1973     GOOD             NGS
 AW1159  HISTORY     - 1978     GOOD             NGS
 AW1159  HISTORY     - 1987     GOOD             USPSQD
 AW1159  HISTORY     - 1990     GOOD             USPSQD
 AW1159  HISTORY     - 1991     GOOD             USPSQD
 AW1159
 AW1159                          STATION DESCRIPTION
 AW1159
 AW1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1159'0.3 MI NE FROM DANBURY.
 AW1159'0.3 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 AW1159'OFFICE AT DANBURY, 139.7 FEET EAST-SOUTHEAST OF THE STATION, 333 FEET
 AW1159'SOUTHEAST OF THE SOUTHEAST RAIL, 94 1/2 FEET NORTHWEST OF THE CENTER
 AW1159'LINE OF 5TH STREET, 27 FEET NORTHEAST OF THE CENTER LINE OF SOUTH
 AW1159'AVENUE B, 33.0 FEET SOUTH OF THE SOUTH CORNER OF A FRAME HOUSE, 144.2
 AW1159'FEET SOUTHEAST OF R.M. 3, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE
 AW1159'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW1159
 AW1159                          STATION RECOVERY (1978)
 AW1159
 AW1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1159'RECOVERED IN GOOD CONDITION.
 AW1159
 AW1159                          STATION RECOVERY (1987)
 AW1159
 AW1159'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1159'RECOVERED IN GOOD CONDITION.
 AW1159
 AW1159                          STATION RECOVERY (1990)
 AW1159
 AW1159'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1159'RECOVERED IN GOOD CONDITION.
 AW1159
 AW1159                          STATION RECOVERY (1991)
 AW1159
 AW1159'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6872 ***********************************************************************
 AW6872  DESIGNATION -  DANCIGER
 AW6872  PID         -  AW6872
 AW6872  STATE/COUNTY-  TX/BRAZORIA
 AW6872  USGS QUAD   -  DANCIGER (1980)
 AW6872
 AW6872                         *CURRENT SURVEY CONTROL
 AW6872  ___________________________________________________________________
 AW6872* NAD 83(1993)-  29 10 14.55439(N)    095 48 53.81397(W)     ADJUSTED  
 AW6872* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 AW6872  ___________________________________________________________________
 AW6872  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AW6872  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW6872
 AW6872  HORZ ORDER  -  SECOND
 AW6872
 AW6872.The horizontal coordinates were established by classical geodetic methods
 AW6872.and adjusted by the National Geodetic Survey in February 1996..
 AW6872
 AW6872.The orthometric height was scaled from a topographic map.
 AW6872
 AW6872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6872
 AW6872.The geoid height was determined by GEOID03.
 AW6872
 AW6872;                    North         East     Units Scale Factor Converg.
 AW6872;SPC TXSC     - 4,152,435.046   909,757.258   MT  0.99986732   +1 33 37.4
 AW6872;SPC TXSC     -13,623,447.31  2,984,761.94   sFT  0.99986732   +1 33 37.4
 AW6872;UTM  15      - 3,230,178.784   226,217.703   MT  1.00052505   -1 22 22.4
 AW6872
 AW6872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6872!SPC TXSC     -   1.00000173  x   0.99986732  =   0.99986905
 AW6872!UTM  15      -   1.00000173  x   1.00052505  =   1.00052678
 AW6872
 AW6872:                Primary Azimuth Mark                     Grid Az
 AW6872:SPC TXSC     -  WEST COLUMBIA MUNICIPAL TANK             098 55 01.0
 AW6872:UTM  15      -  WEST COLUMBIA MUNICIPAL TANK             101 51 00.8
 AW6872
 AW6872|---------------------------------------------------------------------|
 AW6872| PID    Reference Object                     Distance      Geod. Az  |
 AW6872|                                                           dddmmss.s |
 AW6872| AW6871 WEST COLUMBIA MUNICIPAL TANK        APPROX.16.8 KM 1002838.4 |
 AW6872| AW6869 SWEENY MUNICIPAL TANK               APPROX.18.5 KM 1424706.8 |
 AW6872| AW6867 OLD OCEAN PHILLIPS PETROL MAST      APPROX.12.5 KM 1445625.2 |
 AW6872| AM0535 BAY CITY RAD STA KIOX CEN TWR       APPROX.21.5 KM 2060743.1 |
 AW6872| AM0536 BAY CITY SW BELL TEL RAD TOWER      APPROX.24.8 KM 2183405.8 |
 AW6872| CV7085 DANCIGER RM 1                        23.085 METERS 26906     |
 AW6872| CV7084 DANCIGER AZ MK                                     2822638.5 |
 AW6872| AW6883 NEW GULF MUNICIPAL TANK             APPROX.12.7 KM 3182910.9 |
 AW6872| AW6885 NEW GULF TEX SULPHUR CO S STK       APPROX.13.1 KM 3213140.4 |
 AW6872| AW6884 NEW GULF TEX SULPHUR CO N STK       APPROX.13.2 KM 3214147.1 |
 AW6872| CV7086 DANCIGER RM 2                        58.661 METERS 33115     |
 AW6872|---------------------------------------------------------------------|
 AW6872
 AW6872                          SUPERSEDED SURVEY CONTROL
 AW6872
 AW6872  NAD 83(1986)-  29 10 14.56575(N)    095 48 53.79684(W) AD(       ) 2
 AW6872  NAD 27      -  29 10 13.66500(N)    095 48 52.97200(W) AD(       ) 2
 AW6872
 AW6872.Superseded values are not recommended for survey control.
 AW6872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6872.See file dsdata.txt to determine how the superseded data were derived.
 AW6872
 AW6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2621830179(NAD 83)
 AW6872_MARKER: DS = TRIANGULATION STATION DISK
 AW6872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6872
 AW6872  HISTORY     - Date     Condition        Report By
 AW6872  HISTORY     - 1952     MONUMENTED       CGS
 AW6872
 AW6872                          STATION DESCRIPTION
 AW6872
 AW6872'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6872'THE STATION IS ABOUT 10 MILES WEST-NORTHWEST OF WEST COLUMBIA,
 AW6872'6 MILES EAST OF PLEDGER AND 0.1 MILE EAST OF THE POST OFFICE IN
 AW6872'THE SMALL VILLAGE OF DANCIGER ON LAND OWNED BY A MR. HUNT
 AW6872'OF HOUSTON AND LEASED BY THE PLEDGER GAS CO.  IT IS 71.0
 AW6872'FEET NORTH OF THE CENTER OF FARM ROAD NO. 1301, 56.5 FEET
 AW6872'SOUTHWEST OF A POWERLINE POLE AND 22.0 FEET NORTH OF A WITNESS
 AW6872'POST.  IT IS SET FLUSH AND THE DISK IS STAMPED DANCIGER 1952.
 AW6872'
 AW6872'REFERENCE MARK NO. 1 IS 50.0 FEET NORTH OF THE CENTER OF
 AW6872'FARM ROAD NO. 1301, 21.0 FEET WEST OF A POWERLINE POLE
 AW6872'AND IS ABOUT 1.0 FOOT ABOVE THE ELEVATION OF THE STATION.
 AW6872'IT IS SET FLUSH AND THE DISK IS STAMPED DANCIGER NO 1 1952.
 AW6872'
 AW6872'REFERENCE MARK NO. 2 IS 89.0 FEET WEST OF THE WEST EDGE
 AW6872'OF A PIPELINE METER HOUSE, 1.0 FOOT SOUTHEAST OF THE SOUTHEAST
 AW6872'CORNER OF A PICNIC AREA AND IS ABOUT 2.5 FEET BELOW THE
 AW6872'ELEVATION OF THE STATION.  IT IS SET FLUSH AND THE DISK
 AW6872'IS STAMPED DANCIGER NO 2 1952.
 AW6872'
 AW6872'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW6872'NO. 2 IS 177.5 FEET.
 AW6872'
 AW6872'THE AZIMUTH MARK IS ABOUT 50 YARDS WEST OF A SHELL ROAD, 52.0
 AW6872'FEET SOUTH OF THE CENTER OF FARM ROAD NO. 1301, 3.0 FEET
 AW6872'NORTH OF A TELEPHONE POLE AND 3.0 FEET SOUTH OF A FENCE.
 AW6872'IT PROJECTS 4 INCHES AND THE DISK IS STAMPED DANCIGER 1952.
 AW6872'
 AW6872'TO REACH THE STATION FROM THE POST OFFICE IN DANCIGER, GO EAST
 AW6872'ON FARM ROAD NO. 1301 FOR 0.1 MILE TO A DRIVEWAY ON THE LEFT
 AW6872'AND THE STATION AS DESCRIBED.
 AW6872'
 AW6872'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON FARM
 AW6872'ROAD NO. 1301 FOR 0.4 MILE TO A POINT JUST BEYOND A SMALL
 AW6872'BRIDGE AND T ROAD LEFT AND THE MARK AS DESCRIBED.
 AW6872'
 AW6872'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0977 ***********************************************************************
 CB0977  DESIGNATION -  DANGER
 CB0977  PID         -  CB0977
 CB0977  STATE/COUNTY-  TX/UPTON
 CB0977  USGS QUAD   -  RANKIN SE (1970)
 CB0977
 CB0977                         *CURRENT SURVEY CONTROL
 CB0977  ___________________________________________________________________
 CB0977* NAD 83(1993)-  31 07 25.01043(N)    101 51 14.69244(W)     ADJUSTED  
 CB0977* NAVD 88     -       892.     (meters)    2927.     (feet)  SCALED    
 CB0977  ___________________________________________________________________
 CB0977  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CB0977  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CB0977
 CB0977  HORZ ORDER  -  SECOND
 CB0977
 CB0977.The horizontal coordinates were established by classical geodetic methods
 CB0977.and adjusted by the National Geodetic Survey in February 1996..
 CB0977
 CB0977.The orthometric height was scaled from a topographic map.
 CB0977
 CB0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0977
 CB0977.The geoid height was determined by GEOID03.
 CB0977
 CB0977;                    North         East     Units Scale Factor Converg.
 CB0977;SPC TX C     - 3,162,501.475   554,971.124   MT  0.99988401   -0 46 59.8
 CB0977;SPC TX C     -10,375,640.26  1,820,767.76   sFT  0.99988401   -0 46 59.8
 CB0977;UTM  14      - 3,446,807.267   227,831.413   MT  1.00051382   -1 28 34.1
 CB0977
 CB0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0977!SPC TX C     -   0.99986364  x   0.99988401  =   0.99974766
 CB0977!UTM  14      -   0.99986364  x   1.00051382  =   1.00037739
 CB0977
 CB0977|---------------------------------------------------------------------|
 CB0977| PID    Reference Object                     Distance      Geod. Az  |
 CB0977|                                                           dddmmss.s |
 CB0977| CH8744 DANGER RM 1                          16.772 METERS 06326     |
 CB0977| CH8745 DANGER RM 2                          11.632 METERS 13851     |
 CB0977| CH8743 DANGER AZ MK                                       1844841.8 |
 CB0977|---------------------------------------------------------------------|
 CB0977
 CB0977                          SUPERSEDED SURVEY CONTROL
 CB0977
 CB0977  NAD 83(1986)-  31 07 25.02211(N)    101 51 14.67919(W) AD(       ) 2
 CB0977  NAD 27      -  31 07 24.46700(N)    101 51 13.21100(W) AD(       ) 2
 CB0977
 CB0977.Superseded values are not recommended for survey control.
 CB0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0977.See file dsdata.txt to determine how the superseded data were derived.
 CB0977
 CB0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV2783146807(NAD 83)
 CB0977_MARKER: DS = TRIANGULATION STATION DISK
 CB0977_SETTING: 66 = SET IN ROCK OUTCROP
 CB0977
 CB0977  HISTORY     - Date     Condition        Report By
 CB0977  HISTORY     - 1943     MONUMENTED       CGS
 CB0977
 CB0977                          STATION DESCRIPTION
 CB0977
 CB0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CB0977'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE SOUTHEAST OF RANKIN
 CB0977'ON EXTREME SOUTHEAST POINT OF A SPUR OF A LARGE MESA OVERLOOKING
 CB0977'THE NOLTKE CREEK VALLEY, ON PROPERTY OF THE NOLTKE RANCH.
 CB0977'
 CB0977'TO REACH FROM TRAFFIC LIGHT AT INTERSECTION OF MAIN STREET AND
 CB0977'U.S. HIGHWAY 67 IN RANKIN, GO WESTERLY ON U.S. 67 0.3 MILES.
 CB0977'THENCE LEFT AND FOLLOW MAIN TRAVELED GRADED ROAD SOUTHEASTERLY
 CB0977'9.75.  FROM THIS POINT, STATION IS 50 FEET EAST OF THE CENTERLINE
 CB0977'OF ROAD AND 0.2 MILE NORTHEAST OF THE NOLTKE RANCH HOUSE.
 CB0977'
 CB0977'THE STATION MARK IS A STANDARD DISC WEDGED IN A DRILL HOLE IN
 CB0977'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  IT IS
 CB0977'STAMPED DANGER 1943.
 CB0977'
 CB0977'REFERENCE MARK NO. 1 IS A STANDARD DISC WEDGED IN A DRILL HOLE
 CB0977'IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT
 CB0977'IS STAMPED DANGER NO 1 1943.
 CB0977'
 CB0977'REFERENCE MARK NO. 2 IS A STANDARD DISC WEDGED IN A DRILL HOLE
 CB0977'IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT
 CB0977'IS STAMPED DANGER NO. 2 1943.
 CB0977'
 CB0977'TO REACH AZIMUTH MARK FROM STATION, FOLLOW MAIN TRAVELED ROAD
 CB0977'THROUGH RANCH YARD FOR 0.7 MILE TO FORKS, TAKE LEFT FORK FOR
 CB0977'0.7 MILE.  THE MARK IS 30 FEET WEST OF A RED GATE AND 4 FEET
 CB0977'NORTH OF FENCE LINE.  A STANDARD DISC SET IN THE TOP OF A
 CB0977'CONCRETE POST PROTRUDING 3 INCHES ABOVE GROUND.  IT
 CB0977'IS STAMPED DANGER 1943.
 CB0977'
 CB0977'A 4 FOOT WOOD STAND WAS USED FOR OBSERVATION.
 CB0977'
 CB0977'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1009 ***********************************************************************
 BM1009  DESIGNATION -  DANHEIM
 BM1009  PID         -  BM1009
 BM1009  STATE/COUNTY-  TX/WASHINGTON
 BM1009  USGS QUAD   -  GAY HILL (1988)
 BM1009
 BM1009                         *CURRENT SURVEY CONTROL
 BM1009  ___________________________________________________________________
 BM1009* NAD 83(1993)-  30 17 46.43641(N)    096 26 46.57879(W)     ADJUSTED  
 BM1009* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 BM1009  ___________________________________________________________________
 BM1009  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BM1009  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BM1009
 BM1009  HORZ ORDER  -  FIRST
 BM1009
 BM1009.The horizontal coordinates were established by classical geodetic methods
 BM1009.and adjusted by the National Geodetic Survey in February 1996..
 BM1009
 BM1009.The orthometric height was scaled from a topographic map.
 BM1009
 BM1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1009
 BM1009.The geoid height was determined by GEOID03.
 BM1009
 BM1009;                    North         East     Units Scale Factor Converg.
 BM1009;SPC TX C     - 3,076,323.845 1,073,836.994   MT  0.99995691   +2 00 07.4
 BM1009;SPC TX C     -10,092,905.81  3,523,080.20   sFT  0.99995691   +2 00 07.4
 BM1009;SPC TXSC     - 4,275,648.744   845,646.024   MT  1.00000375   +1 15 04.0
 BM1009;SPC TXSC     -14,027,690.92  2,774,423.66   sFT  1.00000375   +1 15 04.0
 BM1009;UTM  14      - 3,354,373.389   745,606.581   MT  1.00034426   +1 17 20.1
 BM1009
 BM1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1009!SPC TX C     -   0.99998192  x   0.99995691  =   0.99993883
 BM1009!SPC TXSC     -   0.99998192  x   1.00000375  =   0.99998567
 BM1009!UTM  14      -   0.99998192  x   1.00034426  =   1.00032617
 BM1009
 BM1009|---------------------------------------------------------------------|
 BM1009| PID    Reference Object                     Distance      Geod. Az  |
 BM1009|                                                           dddmmss.s |
 BM1009| CV8346 DANHEIM RM 1                         30.678 METERS 05418     |
 BM1009| BM1001 PRAIRIE HILL ST JOHNS LUTH CH       APPROX. 8.3 KM 1281645.6 |
 BM1009| BM0998 BRENHAM RADIO STA KWHI MAST         APPROX.12.0 KM 1613126.2 |
 BM1009| BM1000 BRENHAM MUNICIPAL TANK              APPROX.15.6 KM 1623829.4 |
 BM1009| BM0999 BRENHAM TEXAS P AND L CO SPIPE      APPROX.15.3 KM 1640644.0 |
 BM1009| BM0993 SALEM EVAN LUTHERAN CH SPIRE        APPROX.19.5 KM 1705140.1 |
 BM1009| BM0995 ZION EVAN LUTHERAN CH SPIRE         APPROX.11.4 KM 2020053.4 |
 BM1009| CV8348 DANHEIM RM 3                                       2324923.5 |
 BM1009| BM1017 SOMERVILLE MUNICIPAL TANK           APPROX. 9.5 KM 3044557.7 |
 BM1009| BM1016 SOMERVILLE SANTA FE TIE SPIPE       APPROX.11.2 KM 3084625.6 |
 BM1009| BM1014 LYONS MUNICIPAL TANK                APPROX.15.2 KM 3112738.3 |
 BM1009| CV8347 DANHEIM RM 2                         35.738 METERS 31133     |
 BM1009| BM1013 LYONS E J KNESEK COT OIL CO TK      APPROX.15.1 KM 3120550.9 |
 BM1009| CV8345 DANHEIM AZ MK                                      3142942.4 |
 BM1009|---------------------------------------------------------------------|
 BM1009
 BM1009                          SUPERSEDED SURVEY CONTROL
 BM1009
 BM1009  NAD 83(1986)-  30 17 46.45206(N)    096 26 46.56154(W) AD(       ) 1
 BM1009  NAD 27      -  30 17 45.69200(N)    096 26 45.68200(W) AD(       ) 1
 BM1009
 BM1009.Superseded values are not recommended for survey control.
 BM1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1009.See file dsdata.txt to determine how the superseded data were derived.
 BM1009
 BM1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU4560754373(NAD 83)
 BM1009_MARKER: DS = TRIANGULATION STATION DISK
 BM1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1009
 BM1009  HISTORY     - Date     Condition        Report By
 BM1009  HISTORY     - 1935     MONUMENTED       CGS
 BM1009  HISTORY     - 1937     GOOD             TXHD
 BM1009  HISTORY     - 1954     GOOD             CGS
 BM1009  HISTORY     - 1971     GOOD             USGS
 BM1009  HISTORY     - 1974     GOOD             NGS
 BM1009  HISTORY     - 19991010 GOOD             USPSQD
 BM1009
 BM1009                          STATION DESCRIPTION
 BM1009
 BM1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1009'THIS STATION IS ABOUT 6 MILES SE OF SOMERVILLE, 10 MILES N BY
 BM1009'W OF BRENHAM, AND 3 MILES NE OF GAY HILL, ON LAND OWNED AND
 BM1009'OCCUPIED BY C.E. DANHEIM.
 BM1009'
 BM1009'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BM1009'SET IN CONCRETE.
 BM1009'
 BM1009'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 BM1009'A DEPRESSION, IN BEDROCK.
 BM1009'
 BM1009'SURFACE MARK IS SET IN THE S CORNER OF FIELD, 34 FEET NE OF THE
 BM1009'CENTER LINE OF ROAD, 12 FEET NE OF FENCE LINE, 15 FEET N OF
 BM1009'FENCE CORNER, 42 FEET N OF T-INTERSECTION, 33 FEET NW OF THE
 BM1009'CENTER LINE OF ROAD, 13 FEET NW OF FENCE LINE.  MARK PROJECTS
 BM1009'6 INCHES.
 BM1009'
 BM1009'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT NW OF THE
 BM1009'FENCE LINE, 18 FEET NW OF THE CENTER LINE OF THE ROAD, 112 FEET
 BM1009'NE OF THE FENCE CORNER.  MARK PROJECTS 6 INCHES.
 BM1009'
 BM1009'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT NE OF THE
 BM1009'FENCE LINE, 20 FEET NE OF THE CENTER LINE, 130 FEET NW OF THE
 BM1009'FENCE CORNER.  MARK PROJECTS 6 INCHES.
 BM1009'
 BM1009'AZIMUTH MARK IS NW OF THE STATION, 1 FOOT SW OF THE FENCE LINE,
 BM1009'AND 18 FEET NE OF THE CENTER LINE OF THE ROAD.  MARK PROJECTS 10
 BM1009'INCHES.
 BM1009'
 BM1009'TO REACH FROM SOMERVILLE, GO S ON TEXAS ROUTE 36, 6.3 MILES TO
 BM1009'GAY HILL INDEPENDENCE ROAD, THENCE LEFT ON DIRT ROAD, 1.65
 BM1009'MILES TO A SIDE ROAD TO LEFT, THENCE LEFT 0.7 MILE TO T-ROAD,
 BM1009'THENCE RIGHT 0.6 MILE TO T-ROAD, THENCE RIGHT 0.1 MILE TO T-ROAD
 BM1009'TO LEFT AND STATION.
 BM1009'
 BM1009'ALL LIGHTS COME INTO VIEW AT 16 FEET.
 BM1009
 BM1009                          STATION RECOVERY (1937)
 BM1009
 BM1009'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM1009'DESCRIPTION AS GIVEN SATISFACTORY.  STATION, REFERENCE AND
 BM1009'AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 BM1009
 BM1009                          STATION RECOVERY (1954)
 BM1009
 BM1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1009'ALL MARKS WERE FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 BM1009'DESCRIBED.
 BM1009'
 BM1009'THE STATION IN ON LAND OWNED BY MRS. BISHOP AND IS MANAGED BY
 BM1009'HER NEPHEW MR. CARL DYER.
 BM1009'
 BM1009'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND
 BM1009'STATE HIGHWAY 36 IN BRENHAM, GO NORTHERLY ON STATE HIGHWAY 36
 BM1009'FOR 8.85 MILES TO A CROSS ROAD.  TURN RIGHT, GO EASTERLY ON
 BM1009'FARM ROAD 390 FOR 2.65 MILES TO A ROAD LEFT.  TURN LEFT, GO
 BM1009'NORTHWEST 1.0 MILE TO A ROAD RIGHT AND STATION.
 BM1009
 BM1009                          STATION RECOVERY (1971)
 BM1009
 BM1009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BM1009'STATION RECOVERED IN GOOD CONDITION.  AZIMUTH MARK HAS BEEN
 BM1009'DISTURBED AND CONSIDERED DESTROYED.  A REVISED ROUTE DESCRIPTION
 BM1009'IS AS FOLLOWS--
 BM1009'
 BM1009'FROM JUNCTION OF HWY 36 AND FM 390, EASTERLY ON FM 390 FOR 2.75
 BM1009'MILES TO A T-ROAD N, GO N ON GRAVEL ROAD FOR 1.0 MILES TO A
 BM1009'T-ROAD NE AND STATION SITE.  STATION IS IN SW CORNER OF PASTURE,
 BM1009'10 FEET NE AND 9 FEET NW OF A FENCE CORNER.
 BM1009
 BM1009                          STATION RECOVERY (1974)
 BM1009
 BM1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 BM1009'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 BM1009'GOOD CONDITION.  REFERENCE MARK NO. 1 APPEARED TO BE IN GOOD
 BM1009'CONDITION, BUT THE DISTANCE DIFFERS BY +0.09 FOOT AND THE
 BM1009'HORIZONTAL ANGLE DIFFERS BY + 7 MINUTES FROM THE 1935
 BM1009'DESCRIPTION, THE MARK IS IN A FENCE LINE AND GRADING ALONG THE
 BM1009'RIGHT-OF-WAY MAY HAVE ALLOWED THE MARK TO TILT AWAY - THE MARK
 BM1009'IS SOLID IN THE GROUND AND THERE IS NO EVIDENCE THAT IT HAS
 BM1009'BEEN BUMPED, IT WAS LEFT AS FOUND.  THE AZIMUTH MARK WAS FOUND
 BM1009'DESTROYED, IT WAS TILTED OVER, APPARENTLY FROM EROSION, THE
 BM1009'DISK WAS REMOVED AT THIS TIME.  A NEW AZIMUTH MARK WAS SET
 BM1009'(REFERENCE MARK NO. 3).
 BM1009'
 BM1009'A NEW DESCRIPTION FOLLOWS--
 BM1009'
 BM1009'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF THE CENTER
 BM1009'OF BRENHAM, 6 MILES SOUTHEAST OF SOMERVILLE, AND 3 MILES
 BM1009'NORTHEAST OF GAY HILL, ON A HIGH RIDGE, IN THE NORTH CORNER OF
 BM1009'A T ROAD JUNCTION, IN A PASTURE ON THE MAYFAIR RANCH OWNED BY
 BM1009'MR. GEORGE A. BUTLER, THE RANCH FOREMAN IS MR. JIM THEECK.
 BM1009'
 BM1009'TO REACH THE STATION FROM THE WATER TANK IN SOMERVILLE, GO
 BM1009'SOUTHEAST ON STATE HIGHWAY 36 FOR 6.3 MILES TO A CROSSROAD,
 BM1009'(ST ROAD 390), TURN LEFT AND GO EASTERLY ON ST. ROAD 390 FOR
 BM1009'2.75 MILES TO A SIDE ROAD LEFT AND SIGN, MAYFAIR RANCH, TURN
 BM1009'LEFT AND FOLLOW GRADED ROAD NORTHWEST 1.0 MILE TO A SIDE ROAD
 BM1009'RIGHT AND THE STATION AS DESCRIBED.
 BM1009'
 BM1009'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTHWESTERLY
 BM1009'ON THE GRADED ROAD FOR 0.1 MILE TO THE ENTRANCE TO THE MAYFAIR
 BM1009'RANCH HEADQUARTERS ON THE RIGHT AND A SIDE ROAD ON THE LEFT,
 BM1009'TURN LEFT ON THE SIDE ROAD AND GO WESTERLY 0.6 MILE TO A SIDE
 BM1009'ROAD LEFT AND THE MARK AS DESCRIBED.
 BM1009'
 BM1009'THE STATION MARK IS A STANDARD DISK STAMPED DANHEIM 1935, AND
 BM1009'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 BM1009'IT IS 486 FEET SOUTHEAST OF THE CENTER OF THE SOUTH STONE PILLAR
 BM1009'AT THE ENTRANCE TO THE MAYFAIR RANCH, 33 FEET NORTHEAST OF THE
 BM1009'CENTER OF THE GRADED ROAD, 32 FEET NORTHWEST OF THE CENTER OF
 BM1009'THE SIDE ROAD, AND 15 FEET NORTH OF THE FENCE CORNER AND A
 BM1009'TELEPHONE CABLE INSPECTION BOX NO. 116-7.
 BM1009'
 BM1009'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DANHEIM NO 1
 BM1009'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 BM1009'IT IS IN A FENCE LINE, 132 FEET NORTHEAST OF THE CENTER OF THE
 BM1009'T ROAD JUNCTION, AND 19 FEET NORTHWEST OF THE CENTER OF THE
 BM1009'SIDE ROAD.
 BM1009'
 BM1009'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DANHEIM NO 2
 BM1009'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 BM1009'IT IS 369 FEET SOUTHEAST OF THE CENTER OF THE SOUTH STONE PILLAR
 BM1009'AT THE RANCH ENTRANCE, 150 FEET NORTHWEST OF THE CENTER OF THE
 BM1009'SIDE ROAD, 22 FEET NORTHEAST OF THE CENTER OF THE GRADED ROAD,
 BM1009'6.5 FEET SOUTHEAST OF TELEPHONE CABLE INSPECTION BOX NO. 689
 BM1009'LP 12, AND 1 FOOT NORTHEAST OF A FENCE.
 BM1009'
 BM1009'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 BM1009'DANHEIM 1935 NO 3 1974, SET IN A ROUND CONCRETE MONUMENT WHICH
 BM1009'PROJECTS 4-INCHES.  IT IS 44 FEET EAST OF THE CENTER OF THE
 BM1009'ROAD JUNCTION, 17 FEET NORTHEAST OF THE EAST END OF A STEEL
 BM1009'CULVERT, 9 FEET NORTH OF A FENCE CORNER, 7 FEET NORTHEAST OF
 BM1009'A POWER POLE, 3.0 FEET SOUTHWEST OF A METAL WITNESS POST, AND
 BM1009'1.8 FEET WEST OF A FENCE.  THIS IS 0.05 MILE NORTHWEST OF A
 BM1009'SMALL WHITE CHURCH.
 BM1009'
 BM1009'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 BM1009'NE OF GAY HILL
 BM1009
 BM1009                          STATION RECOVERY (1999)
 BM1009
 BM1009'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0993 ***********************************************************************
 DO0993  DESIGNATION -  DANIELS
 DO0993  PID         -  DO0993
 DO0993  STATE/COUNTY-  TX/YOUNG
 DO0993  USGS QUAD   -  PADGETT (1981)
 DO0993
 DO0993                         *CURRENT SURVEY CONTROL
 DO0993  ___________________________________________________________________
 DO0993* NAD 83(1993)-  33 18 43.29540(N)    098 56 23.56359(W)     ADJUSTED  
 DO0993* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 DO0993  ___________________________________________________________________
 DO0993  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DO0993  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DO0993
 DO0993  HORZ ORDER  -  THIRD
 DO0993
 DO0993.The horizontal coordinates were established by classical geodetic methods
 DO0993.and adjusted by the National Geodetic Survey in February 1996..
 DO0993
 DO0993.The orthometric height was scaled from a topographic map.
 DO0993
 DO0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0993
 DO0993.The geoid height was determined by GEOID03.
 DO0993
 DO0993;                    North         East     Units Scale Factor Converg.
 DO0993;SPC TXNC     - 2,182,540.338   559,042.137   MT  0.99988291   -0 14 23.7
 DO0993;SPC TXNC     - 7,160,551.09  1,834,124.08   sFT  0.99988291   -0 14 23.7
 DO0993;UTM  14      - 3,685,880.711   505,596.423   MT  0.99960039   +0 01 58.9
 DO0993
 DO0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0993!SPC TXNC     -   0.99994343  x   0.99988291  =   0.99982634
 DO0993!UTM  14      -   0.99994343  x   0.99960039  =   0.99954384
 DO0993
 DO0993                          SUPERSEDED SURVEY CONTROL
 DO0993
 DO0993  NAD 83(1993)-  33 18 43.29791(N)    098 56 23.56305(W) AD(       ) 3
 DO0993  NAD 83(1986)-  33 18 43.30086(N)    098 56 23.55266(W) AD(       ) 3
 DO0993
 DO0993.Superseded values are not recommended for survey control.
 DO0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0993.See file dsdata.txt to determine how the superseded data were derived.
 DO0993
 DO0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB0559685881(NAD 83)
 DO0993_MARKER: DD = SURVEY DISK
 DO0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0993+STABILITY: SURFACE MOTION
 DO0993
 DO0993  HISTORY     - Date     Condition        Report By
 DO0993  HISTORY     - 1963     MONUMENTED       USGS
 DO0993  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0993
 DO0993                          STATION DESCRIPTION
 DO0993
 DO0993'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO0993'LOCATED ABOUT 11.5 MI. SW. OF OLNEY AND 1.5 MI. NW. OF PADGITT IN
 DO0993'THE CENTER OF A FLAT GRASSY TOP.
 DO0993'
 DO0993'TO REACH FROM STATE HIGHWAY 79 IN PADGITT, GO W. ON DIRT RD. N. OF
 DO0993'STORE 1.0 MI. TO HOUSE ON TOP OF RIDGE, GO N. THROUGH METAL GATE AND
 DO0993'THROUGH METAL GATE W. OF BARNS 0.2 MI. TO METAL GATE N. OF BARNS, GO
 DO0993'THROUGH GATE AND FOLLOW MAIN TRAVELED RD. ALONG E. SIDE OF FENCE AND
 DO0993'THEN W. 0.8 MI. TO WIRE GATE, GO THROUGH GATE AND FOLLOW RD. TO A
 DO0993'STOCK TANK AND THEN SW. 0.3 MI. TO DIM TRACK RD. ON RIGHT, FOLLOW
 DO0993'TRACK RD. W. ALONG EDGE OF BRUSH AND UP HILL TO THE HIGH POINT AND
 DO0993'STATION.
 DO0993'
 DO0993'STATION MARK--STANDARD TABLET STAMPED---DANIELS-ET 1963---, IN
 DO0993'CONCRETE POST, PROJECTING 0.2 FT.
 DO0993
 DO0993                          STATION RECOVERY (2001)
 DO0993
 DO0993'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 DO0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7277 ***********************************************************************
 AC7277  DESIGNATION -  DANIELS
 AC7277  PID         -  AC7277
 AC7277  STATE/COUNTY-  TX/CORYELL
 AC7277  USGS QUAD   -  GERMAN VALLEY (1979)
 AC7277
 AC7277                         *CURRENT SURVEY CONTROL
 AC7277  ___________________________________________________________________
 AC7277* NAD 83(1993)-  31 40 26.17812(N)    097 46 12.12048(W)     ADJUSTED  
 AC7277* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 AC7277  ___________________________________________________________________
 AC7277  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AC7277  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AC7277
 AC7277  HORZ ORDER  -  THIRD
 AC7277
 AC7277.The horizontal coordinates were established by classical geodetic methods
 AC7277.and adjusted by the National Geodetic Survey in March 1997..
 AC7277
 AC7277.The orthometric height was scaled from a topographic map.
 AC7277
 AC7277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7277
 AC7277.The geoid height was determined by GEOID03.
 AC7277
 AC7277;                    North         East     Units Scale Factor Converg.
 AC7277;SPC TX C     - 3,225,322.776   943,033.946   MT  0.99995046   +1 19 12.9
 AC7277;SPC TX C     -10,581,746.47  3,093,937.20   sFT  0.99995046   +1 19 12.9
 AC7277;UTM  14      - 3,504,952.313   616,590.213   MT  0.99976765   +0 38 45.3
 AC7277
 AC7277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7277!SPC TX C     -   0.99994900  x   0.99995046  =   0.99989946
 AC7277!UTM  14      -   0.99994900  x   0.99976765  =   0.99971666
 AC7277
 AC7277                          SUPERSEDED SURVEY CONTROL
 AC7277
 AC7277.No superseded survey control is available for this station.
 AC7277
 AC7277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA1659004952(NAD 83)
 AC7277_MARKER: DS = TRIANGULATION STATION DISK
 AC7277
 AC7277  HISTORY     - Date     Condition        Report By
 AC7277  HISTORY     - 1955     MONUMENTED       USGS
 AC7277
 AC7277                          STATION DESCRIPTION
 AC7277
 AC7277'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7277'THE STATION IS LOCATED 4.0 MI. (AIRLINE) NNW. OF TURNERSVILLE, TEXAS,
 AC7277'7.0 MI. (AIRLINE) ENE. OF JONESBORO, 15.0 MI. (AIRLINE) N. OF THE
 AC7277'INTERSECTION OF TEXAS HIGHWAY 36 AND U.S. HIGHWAY 84 IN GATESVILLE,
 AC7277'TEXAS.
 AC7277'THIS STATION MAY BE REACHED FROM THE POST OFFICE IN CLIFTON, TEXAS, BY
 AC7277'PROCEEDING W. ALONG TEXAS FARM ROAD 215 FOR 7.0 MI. TO THE
 AC7277'INTERSECTION OF FARM ROAD 215 AND FARM ROAD 182, TURN LEFT AND
 AC7277'CONTINUE ALONG FARM ROAD 182 FOR 10.25 MI. TO THE INTERSECTION OF FARM
 AC7277'ROAD 182 AND T-RD. N., TURN RIGHT AND GO N. ALONG GRAVEL RD. FOR 3.25
 AC7277'MI. TO A SHARP RIGHT ANGLE BEND ON THE RD., TURN RIGHT AND GO 0.27 MI.
 AC7277'E. TO THE INTERSECTION OF COUNTY RD. AND A T-RD. N. LEADING TO THE
 AC7277'HOME OF WALLACE DANIELS, TURN LEFT AND GO THROUGH CATTLEGUARD AND
 AC7277'CONTINUE N. ALONG RD. WHICH PASSES ON W. SIDE OF HOUSE OF MR. WALLACE
 AC7277'DANIELS FOR 0.49 MI. TO A POINT ON THE RD. OPPOSITE STATION
 AC7277'--DANIELS--.
 AC7277'STATION MARK--STANDARD BRONZE TABLET SET ON A CONCRETE POST AND
 AC7277'STAMPED---DANIELS 1955---.
 AC7277'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER SET IN CEMENT IN A
 AC7277'DRILLED HOLE ON THE NW. CORNER OF CEMENT BRICK BARN UNDER
 AC7277'CONSTRUCTION.  THE COPPER NAIL AND WASHER IS 4.0 FT. ABOVE THE LEVEL
 AC7277'OF THE GROUND AND 306 DEGREES 56 MINUTES, NW, 857.55 FT. FROM STATION.
 AC7277'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER DRIVEN INTO A ROOT ON
 AC7277'THE E. SIDE OF A LONE LIVE OAK TREE, 1252.13 FT. FROM STATION 21
 AC7277'DEGREES 57 MINUTES, EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9221 ***********************************************************************
 AF9221  DESIGNATION -  DANIELS ET
 AF9221  PID         -  AF9221
 AF9221  STATE/COUNTY-  TX/STONEWALL
 AF9221  USGS QUAD   -  JAYTON NORTH (1978)
 AF9221
 AF9221                         *CURRENT SURVEY CONTROL
 AF9221  ___________________________________________________________________
 AF9221* NAD 83(1993)-  33 17 08.96737(N)    100 30 46.23297(W)     ADJUSTED  
 AF9221* NAVD 88     -       594.3    (meters)    1950.     (feet)  VERTCON   
 AF9221  ___________________________________________________________________
 AF9221  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 AF9221  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AF9221
 AF9221  HORZ ORDER  -  THIRD
 AF9221
 AF9221.The horizontal coordinates were established by classical geodetic methods
 AF9221.and adjusted by the National Geodetic Survey in July 1998..
 AF9221
 AF9221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9221
 AF9221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9221
 AF9221.The geoid height was determined by GEOID03.
 AF9221
 AF9221;                    North         East     Units Scale Factor Converg.
 AF9221;SPC TXNC     - 2,181,344.817   412,536.051   MT  0.99988094   -1 05 52.1
 AF9221;SPC TXNC     - 7,156,628.79  1,353,462.03   sFT  0.99988094   -1 05 52.1
 AF9221;UTM  14      - 3,683,995.012   359,127.429   MT  0.99984468   -0 49 49.5
 AF9221
 AF9221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9221!SPC TXNC     -   0.99991094  x   0.99988094  =   0.99979189
 AF9221!UTM  14      -   0.99991094  x   0.99984468  =   0.99975563
 AF9221
 AF9221                          SUPERSEDED SURVEY CONTROL
 AF9221
 AF9221  NGVD 29 (07/17/98)  594.1    (m)         1949.     (f) VERT ANG       
 AF9221
 AF9221.Superseded values are not recommended for survey control.
 AF9221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9221.See file dsdata.txt to determine how the superseded data were derived.
 AF9221
 AF9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB5912783995(NAD 83)
 AF9221_MARKER: DS = TRIANGULATION STATION DISK
 AF9221
 AF9221  HISTORY     - Date     Condition        Report By
 AF9221  HISTORY     - 1958     MONUMENTED       USGS
 AF9221
 AF9221                          STATION DESCRIPTION
 AF9221
 AF9221'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9221'STATION IS 4.5 MI. NE. OF JAYTON, 10.5 MI. SE. OF GIRARD, ON THE E.
 AF9221'SIDE OF A COUNTY RD. ON TOP OF A MESQUITE COVERED HILL.  ABOUT 0.3 MI.
 AF9221'S. OF A RANCH HOUSE NEAR A RIGHT ANGLE TURN IN THE RD.
 AF9221'STATION WAS REACHED FROM JAYTON ON A RD. TO THE E. JUST S. OF THE
 AF9221'WATER TANK AND TWO BLOCKS S. OF THE COURTHOUSE.  GO E. FROM STATE
 AF9221'HIGHWAY 70 1.2 MI. TO A T-RD. N., THENCE N. AND E. ON THE MAIN RD. 4.6
 AF9221'MI. TO THE TOP OF A HILL JUST N. OF A 90 DEGREE TURN IN THE RD.
 AF9221'STATION MARK IS 30 FT. E. OF THE CENTERLINE OF THE RD., 257 FT. N. OF
 AF9221'A FENCE ON THE N. SIDE OF A PLOWED FIELD.
 AF9221'STATION MARK--A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST SET
 AF9221'FLUSH WITH THE GROUND AND STAMPED---DANIELS-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0897 ***********************************************************************
 EN0897  DESIGNATION -  DANNER
 EN0897  PID         -  EN0897
 EN0897  STATE/COUNTY-  TX/SWISHER
 EN0897  USGS QUAD   -  TULE LAKE NW (1969)
 EN0897
 EN0897                         *CURRENT SURVEY CONTROL
 EN0897  ___________________________________________________________________
 EN0897* NAD 83(1993)-  34 44 16.50990(N)    101 42 59.79821(W)     ADJUSTED  
 EN0897* NAVD 88     -      1076.     (meters)    3530.     (feet)  SCALED    
 EN0897  ___________________________________________________________________
 EN0897  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 EN0897  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EN0897
 EN0897  HORZ ORDER  -  SECOND
 EN0897
 EN0897.The horizontal coordinates were established by classical geodetic methods
 EN0897.and adjusted by the National Geodetic Survey in February 1996..
 EN0897
 EN0897.The orthometric height was scaled from a topographic map.
 EN0897
 EN0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0897
 EN0897.The geoid height was determined by GEOID03.
 EN0897
 EN0897;                    North         East     Units Scale Factor Converg.
 EN0897;SPC TX N     - 1,081,885.306   180,163.570   MT  0.99998078   -0 07 31.9
 EN0897;SPC TX N     - 3,549,485.37    591,086.65   sFT  0.99998078   -0 07 31.9
 EN0897;UTM  14      - 3,847,341.287   251,284.050   MT  1.00036251   -1 32 55.6
 EN0897
 EN0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0897!SPC TX N     -   0.99983518  x   0.99998078  =   0.99981597
 EN0897!UTM  14      -   0.99983518  x   1.00036251  =   1.00019763
 EN0897
 EN0897|---------------------------------------------------------------------|
 EN0897| PID    Reference Object                     Distance      Geod. Az  |
 EN0897|                                                           dddmmss.s |
 EN0897| CJ6158 DANNER RM 1                           6.616 METERS 01257     |
 EN0897| EN0889 WAYSIDE ATT MICRO RELAY MST         APPROX.16.9 KM 0555935.0 |
 EN0897| CJ6160 DANNER 2 RM 3                                      17526     |
 EN0897| EN0898 DANNER 2                            390.004 METERS 17848     |
 EN0897| CJ6159 DANNER RM 2                           6.555 METERS 25513     |
 EN0897| EN0899 HAPPY MUNICIPAL TANK                APPROX.12.8 KM 2731221.5 |
 EN0897| CJ6157 DANNER AZ MK 2                                     3315923.9 |
 EN0897| CJ6156 DANNER AZ MK                                       3341832.0 |
 EN0897|---------------------------------------------------------------------|
 EN0897
 EN0897                          SUPERSEDED SURVEY CONTROL
 EN0897
 EN0897  NAD 83(1993)-  34 44 16.51588(N)    101 42 59.79243(W) AD(       ) 2
 EN0897  NAD 83(1986)-  34 44 16.51650(N)    101 42 59.79159(W) AD(       ) 2
 EN0897  NAD 27      -  34 44 16.31282(N)    101 42 58.12800(W) AD(       ) 2
 EN0897
 EN0897.Superseded values are not recommended for survey control.
 EN0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0897.See file dsdata.txt to determine how the superseded data were derived.
 EN0897
 EN0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5128447341(NAD 83)
 EN0897_MARKER: DS = TRIANGULATION STATION DISK
 EN0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0897
 EN0897  HISTORY     - Date     Condition        Report By
 EN0897  HISTORY     - 1964     MONUMENTED       CGS
 EN0897  HISTORY     - 1968     GOOD             CGS
 EN0897  HISTORY     - 1979     SEE DESCRIPTION  NGS
 EN0897
 EN0897                          STATION DESCRIPTION
 EN0897
 EN0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0897'THE STATION IS ABOUT 14 MILES NORTH-NORTHEAST OF TULIA, 10-1/2
 EN0897'MILES WEST-SOUTHWEST OF WAYSIDE AND 8 MILES EAST OF HAPPY IN THE
 EN0897'SOUTHEAST CORNER OF A PASTURE.
 EN0897'
 EN0897'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM
 EN0897'ROAD 1075 IN HAPPY, GO NORTH ON U.S. HIGHWAY 87 FOR 0.35 MILE TO A
 EN0897'CROSSROAD.  TURN RIGHT, EAST, AND GO 4.45 MILES TO A CROSSROAD AT
 EN0897'THE END OF THE PAVEMENT.  CONTINUE EAST, ON GRADED ROAD, FOR 3.1
 EN0897'MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF
 EN0897'THE ROADS.  TURN RIGHT, SOUTH, AND GO 0.5 MILE TO A CATTLE GUARD
 EN0897'ON THE LEFT.  TURN LEFT, CROSSING CATTLE GUARD, AND GO SOUTHEAST
 EN0897'ON TRACK ROAD FOR 0.3 MILE TO A QUONSET BUILDING ON THE LEFT.
 EN0897'TURN LEFT AND GO EAST, PASSING TO THE NORTH OF THE QUONSET
 EN0897'BUILDING, FOR 0.1 MILE TO A FENCE CORNER AND THE STATION.
 EN0897'
 EN0897'STATION MARK IS A STANDARD DISK, STAMPED DANNER 1964, SET IN THE TOP
 EN0897'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 10.3
 EN0897'FEET NORTHEAST OF A TRANSFORMER POLE, 7 FEET NORTHWEST OF A FENCE
 EN0897'CORNER POST AND 5.8 FEET NORTHWEST OF A WITNESS POST.
 EN0897'
 EN0897'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DANNER NO 1 1964, SET
 EN0897'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 EN0897'IT IS 30.5 FEET NORTH-NORTHEAST OF THE TRANSFORMER POLE, 27 FEET
 EN0897'NORTH OF A FENCE CORNER POST AND 1 FOOT WEST OF A NORTH-SOUTH
 EN0897'FENCE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 EN0897'
 EN0897'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DANNER NO 2 1964, SET
 EN0897'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EN0897'IT IS 25 FEET WEST OF THE FENCE CORNER POST, 13 FEET WEST-NORTHWEST
 EN0897'OF THE TRANSFORMER POLE, 1 FOOT NORTH OF AN EAST-WEST WIRE FENCE
 EN0897'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0897'
 EN0897'AZIMUTH MARK IS A STANDARD DISK, STAMPED DANNER 1964, SET IN THE
 EN0897'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 32
 EN0897'FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST BLADED ROAD, 32 FEET
 EN0897'EAST OF A NORTH-SOUTH BLADED ROAD, 3.7 FEET EAST-SOUTHEAST OF A
 EN0897'WITNESS POST AND 1.8 FEET EAST OF A POWER LINE POLE.
 EN0897
 EN0897                          STATION RECOVERY (1968)
 EN0897
 EN0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 EN0897'ALL MARKS FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 EN0897'DESTROYED AT REQUEST OF TEXAS HIGHWAY DEPARTMENT TO CLEAR THE AREA
 EN0897'FOR ROAD IMPROVEMENTS.  A NEW AZIMUTH MARK WAS SET.  A COMPLETE
 EN0897'DESCRIPTION FOLLOWS--THE STATION IS ABOUT 14 MILES NORTH-NORTHEAST
 EN0897'OF TULIA, 8 MILES EAST OF HAPPY, IN THE SOUTHEAST CORNER OF A
 EN0897'PASTURE AND ABOUT 100 YARDS NORTHEAST OF A QUONSET BUILDING.
 EN0897'
 EN0897'TO REACH STATION FROM THE POST OFFICE IN HAPPY, GO EAST ON MAIN
 EN0897'STREET 0.1 MILE, THENCE NORTH ON U. S. HIGHWAY 87 FOR 0.4 MILE TO A
 EN0897'CROSSROAD.  TURN RIGHT, EAST, GO 7.5 MILES TO A CROSSROAD.  TURN
 EN0897'RIGHT, SOUTH, GO 0.05 MILE TO AZIMUTH MARK ON THE LEFT.  CONTINUE
 EN0897'SOUTH 0.45 MILE TO A CATTLE-GUARD ON THE LEFT.  TURN LEFT, GO
 EN0897'SOUTHEAST ON A TRACK ROAD 0.4 MILE TO A QUONSET BUILDING, KEEP
 EN0897'LEFT, EAST, PASSING ALONG NORTH SIDE OF BUILDING, GO 0.05 MILE
 EN0897'TO THE STATION.
 EN0897'
 EN0897'STATION MARK, A STANDARD DISK, STAMPED DANNER 1964, IS SET IN A
 EN0897'12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 EN0897'GROUND.  IT IS 10.3 FEET NORTHEAST OF A POWERLINE POLE WITH
 EN0897'TRANSFORMER, 7 FEET NORTHWEST OF A CORNER FENCE POST, AND 5.8
 EN0897'FEET NORTHWEST OF A WITNESS POST.
 EN0897'
 EN0897'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED DANNER NO 1 1964,
 EN0897'IS SET IN A 12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS 3 INCHES
 EN0897'ABOVE GROUND.  IT IS 30.5 FEET NORTH OF THE POWER LINE POLE WITH
 EN0897'TRANSFORMER, 27 FEET NORTH OF THE CORNER FENCE POST AND 1 FOOT
 EN0897'WEST OF A NORTH-SOUTH FENCE.
 EN0897'
 EN0897'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED DANNER NO 2 1964,
 EN0897'IS SET IN A 12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS 3 INCHES
 EN0897'ABOVE GROUND.  IT IS 25 FEET WEST OF THE CORNER FENCE POST, 13 FEET
 EN0897'WEST OF THE POWER LINE POLE WITH TRANSFORMER AND 1 FOOT NORTH OF
 EN0897'AN EAST-WEST FENCE.
 EN0897'
 EN0897'AZIMUTH MARK, A STANDARD DISK, STAMPED DANNER 1964 1968, IS SET IN
 EN0897'A 10 INCH X 10 INCH CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 EN0897'GROUND.  IT IS 356 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 EN0897'ROAD, 30 FEET EAST OF A NORTH-SOUTH ROAD, 3 FEET NORTH OF A
 EN0897'TELEPHONE POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST AND 6
 EN0897'INCHES EAST OF THE RIGHT-OF-WAY FENCE.
 EN0897'
 EN0897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES EAST OF
 EN0897'HAPPY.
 EN0897'
 EN0897'HEIGHT OF LIGHT ABOVE STATION MARK 3 FEET.
 EN0897
 EN0897                          STATION RECOVERY (1979)
 EN0897
 EN0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 EN0897'THE STATION MARK, REFERENCE MARKS 1 AND 2, WERE RECOVERED AND FOUND
 EN0897'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN
 EN0897'DESTROYED.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE
 EN0897'VERIFIED.
 EN0897'
 EN0897'REQUESTED BY THE PROPERTY OWNER, THE STATION BE MOVED TO A NEW
 EN0897'LOCATION, FARMING OPERATIONS.
 EN0897'
 EN0897'DANNER 2 WAS ESTABLISHED ON THE RIGHT-OF-WAY OF A COUNTY ROAD AND A
 EN0897'TRAVERSE TIE MADE BETWEEN THE TWO STATIONS.
 EN0897'
 EN0897'THE STATION MARK, AND THE REFERENCE MARKS WERE REMOVED FROM THE
 EN0897'AREA.
 EN0897'
 EN0897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--HAPPY 8 MILES
 EN0897'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0898 ***********************************************************************
 EN0898  DESIGNATION -  DANNER 2
 EN0898  PID         -  EN0898
 EN0898  STATE/COUNTY-  TX/SWISHER
 EN0898  USGS QUAD   -  TULE LAKE NW (1969)
 EN0898
 EN0898                         *CURRENT SURVEY CONTROL
 EN0898  ___________________________________________________________________
 EN0898* NAD 83(1993)-  34 44 03.85656(N)    101 42 59.47737(W)     ADJUSTED  
 EN0898* NAVD 88     -      1079.5    (meters)    3542.     (feet)  VERTCON   
 EN0898  ___________________________________________________________________
 EN0898  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 EN0898  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 EN0898
 EN0898  HORZ ORDER  -  THIRD
 EN0898
 EN0898.The horizontal coordinates were established by classical geodetic methods
 EN0898.and adjusted by the National Geodetic Survey in February 1996..
 EN0898.No horizontal observational check was made to the station.
 EN0898
 EN0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0898
 EN0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0898
 EN0898.The geoid height was determined by GEOID03.
 EN0898
 EN0898;                    North         East     Units Scale Factor Converg.
 EN0898;SPC TX N     - 1,081,495.378   180,170.877   MT  0.99998151   -0 07 31.7
 EN0898;SPC TX N     - 3,548,206.09    591,110.62   sFT  0.99998151   -0 07 31.7
 EN0898;UTM  14      - 3,846,951.149   251,281.670   MT  1.00036252   -1 32 54.9
 EN0898
 EN0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0898!SPC TX N     -   0.99983470  x   0.99998151  =   0.99981621
 EN0898!UTM  14      -   0.99983470  x   1.00036252  =   1.00019716
 EN0898
 EN0898|---------------------------------------------------------------------|
 EN0898| PID    Reference Object                     Distance      Geod. Az  |
 EN0898|                                                           dddmmss.s |
 EN0898| CJ6160 DANNER 2 RM 3                                      08937     |
 EN0898| EN0904 TULIA NORTH MUNICIPAL TANK          APPROX.21.6 KM 1905629.1 |
 EN0898| CJ6161 DANNER 2 RM 4                        21.592 METERS 27005     |
 EN0898| EN0899 HAPPY MUNICIPAL TANK                APPROX.12.8 KM 2745645.1 |
 EN0898| EN0897 DANNER                              390.004 METERS 35848     |
 EN0898|---------------------------------------------------------------------|
 EN0898
 EN0898                          SUPERSEDED SURVEY CONTROL
 EN0898
 EN0898  NAD 83(1993)-  34 44 03.86255(N)    101 42 59.47160(W) AD(       ) 3
 EN0898  NAD 83(1986)-  34 44 03.86317(N)    101 42 59.47077(W) AD(       ) 3
 EN0898  NAD 27      -  34 44 03.65860(N)    101 42 57.80747(W) AD(       ) 3
 EN0898  NGVD 29 (07/19/86) 1079.1    (m)         3540.     (f) VERT ANG       
 EN0898
 EN0898.Superseded values are not recommended for survey control.
 EN0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0898.See file dsdata.txt to determine how the superseded data were derived.
 EN0898
 EN0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5128246951(NAD 83)
 EN0898_MARKER: DS = TRIANGULATION STATION DISK
 EN0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0898
 EN0898  HISTORY     - Date     Condition        Report By
 EN0898  HISTORY     - 1979     MONUMENTED       NGS
 EN0898
 EN0898                          STATION DESCRIPTION
 EN0898
 EN0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 EN0898'THE STATION IS LOCATED ABOUT 8 MILES EAST OF HAPPY, AND ON THE NORTH
 EN0898'RIGHT-OF-WAY OF A COUNTY ROAD.
 EN0898'
 EN0898'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND
 EN0898'FARM TO MARKET ROAD 1075, WHICH IS LOCATED ON THE NORTH EDGE OF
 EN0898'HAPPY, GO EAST ON FARM ROAD 1075 FOR 7.6 MILES TO CROSSROADS.  TURN
 EN0898'RIGHT AND GO SOUTH ON A DIRT ROAD FOR 1.0 MILE TO CROSSROADS, TURN
 EN0898'LEFT AND GO EAST ON A DIRT ROAD FOR 0.4 MILE TO STATION ON THE
 EN0898'LEFT.
 EN0898'
 EN0898'THE STATION MARKS ARE STANDARD DISKS, STAMPED DANNER 2 1979.  THE
 EN0898'STATION SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT
 EN0898'IS FLUSH WITH THE GROUND.  THE SUB-SURFACE MARK IS SET IN AN
 EN0898'IRRAGULAR MASS OF CONCRETE, THAT IS ABOUT 30-INCHES BELOW THE
 EN0898'SURFACE OF THE GROUND, AND METAL PLUG PLACED IN THE CONCRETE.  IT
 EN0898'IS 71 FEET EAST OF A HIGH LINE POLE, 46 FEET EAST OF A T FENCE
 EN0898'CORNER, 28 FEET NORTH OF THE CENTER OF ROAD, 26 FEET EAST OF THE EAST
 EN0898'END OF GATE, 1-FOOT SOUTH OF THE FENCE LINE AND 1-FOOT EAST OF A
 EN0898'METAL WITNESS POST.
 EN0898'
 EN0898'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EN0898'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED DANNER 2
 EN0898'NO 3 1979.  IT IS 123 FEET EAST OF A T FENCE CORNER, 98 FEET
 EN0898'EAST OF THE EAST END OF GATE, 28 FEET NORTH OF THE CENTER OF DIRT
 EN0898'ROAD, 1-FOOT SOUTH OF THE FENCE LINE AND 1-FOOT WEST OF A METAL
 EN0898'WITNESS POST.
 EN0898'
 EN0898'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 EN0898'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED DANNER 2
 EN0898'NO 4 1979.  IT IS 28 FEET NORTH OF THE CENTER OF DIRT ROAD, 24 FEET
 EN0898'WEST OF A T FENCE CORNER, 2.6 FEET SOUTH OF A HIGH LINE POLE,
 EN0898'1-FOOT SOUTH OF THE FENCE LINE AND 1-FOOT EAST OF A METAL WITNESS
 EN0898'POST.
 EN0898'
 EN0898'NEAREST TOWN--HAPPY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0252 ***********************************************************************
 BQ0252  DESIGNATION -  DANUBE
 BQ0252  PID         -  BQ0252
 BQ0252  STATE/COUNTY-  TX/CULBERSON
 BQ0252  USGS QUAD   -  CHISPA MOUNTAIN (1972)
 BQ0252
 BQ0252                         *CURRENT SURVEY CONTROL
 BQ0252  ___________________________________________________________________
 BQ0252* NAD 83(1993)-  30 48 44.80989(N)    104 44 58.06601(W)     ADJUSTED  
 BQ0252* NAVD 88     -      1233.186  (meters)    4045.88   (feet)  ADJUSTED  
 BQ0252  ___________________________________________________________________
 BQ0252  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 BQ0252  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 BQ0252  DYNAMIC HT  -        1231.220 (meters)    4039.43  (feet)  COMP
 BQ0252  MODELED GRAV-     979,003.8   (mgal)                       NAVD 88
 BQ0252
 BQ0252  HORZ ORDER  -  SECOND
 BQ0252  VERT ORDER  -  FIRST     CLASS II
 BQ0252
 BQ0252.The horizontal coordinates were established by classical geodetic methods
 BQ0252.and adjusted by the National Geodetic Survey in February 1996..
 BQ0252
 BQ0252.The orthometric height was determined by differential leveling
 BQ0252.and adjusted by the National Geodetic Survey in June 1991..
 BQ0252
 BQ0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0252
 BQ0252.The geoid height was determined by GEOID03.
 BQ0252
 BQ0252.The dynamic height is computed by dividing the NAVD 88
 BQ0252.geopotential number by the normal gravity value computed on the
 BQ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0252.degrees latitude (g = 980.6199 gals.).
 BQ0252
 BQ0252.The modeled gravity was interpolated from observed gravity values.
 BQ0252
 BQ0252;                    North         East     Units Scale Factor Converg.
 BQ0252;SPC TX C     - 3,135,401.372   277,576.285   MT  0.99988715   -2 16 28.4
 BQ0252;SPC TX C     -10,286,729.33    910,681.53   sFT  0.99988715   -2 16 28.4
 BQ0252;UTM  13      - 3,408,843.512   523,964.521   MT  0.99960708   +0 07 42.0
 BQ0252
 BQ0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0252!SPC TX C     -   0.99980997  x   0.99988715  =   0.99969714
 BQ0252!UTM  13      -   0.99980997  x   0.99960708  =   0.99941712
 BQ0252
 BQ0252|---------------------------------------------------------------------|
 BQ0252| PID    Reference Object                     Distance      Geod. Az  |
 BQ0252|                                                           dddmmss.s |
 BQ0252| BQ0253 DANUBE RM 1                          48.792 METERS 07048     |
 BQ0252| CH8746 DANUBE AZ MK                                       1571611.6 |
 BQ0252| BQ0251 DANUBE RM 2                          41.499 METERS 16037     |
 BQ0252| BQ0250 P 23                                250.840 METERS 35449     |
 BQ0252|---------------------------------------------------------------------|
 BQ0252
 BQ0252                          SUPERSEDED SURVEY CONTROL
 BQ0252
 BQ0252  NAD 83(1986)-  30 48 44.81169(N)    104 44 58.06453(W) AD(       ) 2
 BQ0252  NAD 27      -  30 48 44.30900(N)    104 44 56.31300(W) AD(       ) 2
 BQ0252  NGVD 29 (??/??/92) 1232.659  (m)         4044.15   (f) ADJ UNCH    1 2
 BQ0252
 BQ0252.Superseded values are not recommended for survey control.
 BQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0252.See file dsdata.txt to determine how the superseded data were derived.
 BQ0252
 BQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ2396508844(NAD 83)
 BQ0252_MARKER: DS = TRIANGULATION STATION DISK
 BQ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0252_STAMPING: DANUBE 1934
 BQ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0252+STABILITY: SURFACE MOTION
 BQ0252
 BQ0252  HISTORY     - Date     Condition        Report By
 BQ0252  HISTORY     - 1934     MONUMENTED       CGS
 BQ0252  HISTORY     - 1957     GOOD             NGS
 BQ0252  HISTORY     - 1980     POOR             LOCENG
 BQ0252
 BQ0252                          STATION DESCRIPTION
 BQ0252
 BQ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0252'ABOUT 18 MILES SOUTH-SOUTHEAST OF VAN HORN, 6 MILES SOUTH-SOUTHEAST
 BQ0252'OF LOBO ON LAND OWNED BY T.M. PYLE, OWNER OF THE PYLE RANCH
 BQ0252'WITH HEADQUARTERS AT LOBO, TEXAS.  STATION IS ON FLAT AREA
 BQ0252'ON WEST-SOUTHWEST SIDE AND 133 FEET FROM CENTER LINE OF U.S.
 BQ0252'HIGHWAY 90, 237 FEET WEST-SW. OF DANUBE SIGN POST AND CYLINDRICAL
 BQ0252'CONCRETE TELEPHONE BOOTH ON THE SOUTHERN PACIFIC RAILROAD,
 BQ0252'APPROXIMATELY 1/4 MILE SOUTH OF TWO-ARM SIGNAL 690.2,
 BQ0252'APPROXIMATELY 0.3 MILE NORTHWEST OF TWO-ARM SIGNAL 689.6 AND
 BQ0252'APPROXIMATELY 300 YARDS SOUTH OF MILEPOST 690, ALL ON THE
 BQ0252'SOUTHERN PACIFIC RAILROAD.  A DIRECT TIE WAS MADE TO U.S.
 BQ0252'COAST AND GEODETIC SURVEY BENCH MARK P - 23, 1917,
 BQ0252'ELEVATION 4045.42 FEET WHICH IS NORTH OF STATION ON
 BQ0252'SOUTH-SOUTHWEST SIDE OF SOUTHERN PACIFIC RAILROAD
 BQ0252'RIGHT-OF-WAY, 38 FEET WEST-SOUTHWEST OF WEST RAIL, AND 83
 BQ0252'FEET EAST-NORTHEAST OF CENTER LINE OF U.S. HIGHWAY 90, 73
 BQ0252'FEET NORTHWEST OF RAILROAD MILEPOST 690.  THIS MARK IS IN
 BQ0252'FAIR STATE OF PRESERVATION.
 BQ0252'
 BQ0252'TO REACH FROM VAN HORN, GO SOUTH ON U.S. HIGHWAY 90 FOR 12.0
 BQ0252'MILES TO LOBO, CONTINUE ON U.S. HIGHWAY 90 FOR 6.1 MILES TO
 BQ0252'STATION ON WEST SIDE OF ROAD.
 BQ0252'
 BQ0252'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BQ0252'BRONZE DISKS SET IN CONCRETE.
 BQ0252'
 BQ0252'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, 27 FEET
 BQ0252'EAST-NORTHEAST OF CENTER LINE OF U.S. HIGHWAY 90, 77 FEET
 BQ0252'WEST-SOUTHWEST OF SIGN POST AND TELEPHONE BOOTH ON SOUTHERN
 BQ0252'PACIFIC RAILRAD, 3 FEET EAST-NORTHEAST OF RAILROAD RIGHT-OF-WAY
 BQ0252'FENCE.
 BQ0252'
 BQ0252'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION, 136 FEET
 BQ0252'WEST-SOUTHWEST OF CENTER LINE OF U.S. HIGHWAY 90.
 BQ0252'
 BQ0252'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION, 63 FEET WEST-SOUTHWEST
 BQ0252'OF CENTER LINE OF U.S. HIGHWAY 90 AND PROJECTS 2 INCHES.
 BQ0252'
 BQ0252'A 6-FOOT STAND WAS USED.
 BQ0252
 BQ0252                          STATION RECOVERY (1957)
 BQ0252
 BQ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BQ0252'5.7 MI SE FROM LOBO.
 BQ0252'ABOUT 5.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0252'FROM THE COUNTY ROAD CROSSING AT LOBO, 4 POLES SOUTH-SOUTHEAST OF
 BQ0252'MILEPOST 690, 256 FEET WEST-SOUTHWEST OF THE NEAR RAIL, ABOUT 0.15
 BQ0252'MILE NORTH-NORTHWEST OF A COTTON GIN, 2 FEET SOUTH OF A WHITE WOODEN
 BQ0252'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BQ0252'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BQ0252
 BQ0252                          STATION RECOVERY (1980)
 BQ0252
 BQ0252'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0252'STATION RECOVERED APPEARS TO HAVE BEEN HIT BY PLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0253 ***********************************************************************
 BQ0253  DESIGNATION -  DANUBE RM 1
 BQ0253  PID         -  BQ0253
 BQ0253  STATE/COUNTY-  TX/CULBERSON
 BQ0253  USGS QUAD   -  CHISPA MOUNTAIN (1972)
 BQ0253
 BQ0253                         *CURRENT SURVEY CONTROL
 BQ0253  ___________________________________________________________________
 BQ0253* NAD 83(1986)-  30 48 45.     (N)    104 44 58.     (W)     SCALED    
 BQ0253* NAVD 88     -      1233.727  (meters)    4047.65   (feet)  ADJUSTED  
 BQ0253  ___________________________________________________________________
 BQ0253  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 BQ0253  DYNAMIC HT  -        1231.759 (meters)    4041.20  (feet)  COMP
 BQ0253  MODELED GRAV-     979,003.8   (mgal)                       NAVD 88
 BQ0253
 BQ0253  VERT ORDER  -  FIRST     CLASS II
 BQ0253
 BQ0253.The horizontal coordinates were scaled from a topographic map and have
 BQ0253.an estimated accuracy of +/- 6 seconds.
 BQ0253
 BQ0253.The orthometric height was determined by differential leveling
 BQ0253.and adjusted by the National Geodetic Survey in June 1991..
 BQ0253
 BQ0253.The geoid height was determined by GEOID03.
 BQ0253
 BQ0253.The dynamic height is computed by dividing the NAVD 88
 BQ0253.geopotential number by the normal gravity value computed on the
 BQ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0253.degrees latitude (g = 980.6199 gals.).
 BQ0253
 BQ0253.The modeled gravity was interpolated from observed gravity values.
 BQ0253
 BQ0253;                    North         East    Units  Estimated Accuracy
 BQ0253;SPC TX C     - 3,135,410.      277,580.      MT  (+/- 180 meters Scaled)
 BQ0253
 BQ0253                          SUPERSEDED SURVEY CONTROL
 BQ0253
 BQ0253  NGVD 29 (??/??/92) 1233.200  (m)         4045.92   (f) ADJ UNCH    1 2
 BQ0253
 BQ0253.Superseded values are not recommended for survey control.
 BQ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0253.See file dsdata.txt to determine how the superseded data were derived.
 BQ0253
 BQ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ239088(NAD 83)
 BQ0253_MARKER: DR = REFERENCE MARK DISK
 BQ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0253_STAMPING: DANUBE NO 1 1934
 BQ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0253+STABILITY: SURFACE MOTION
 BQ0253
 BQ0253  HISTORY     - Date     Condition        Report By
 BQ0253  HISTORY     - 1934     MONUMENTED       CGS
 BQ0253  HISTORY     - 1957     GOOD             NGS
 BQ0253
 BQ0253                          STATION DESCRIPTION
 BQ0253
 BQ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0253'5.7 MI SE FROM LOBO.
 BQ0253'ABOUT 5.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0253'FROM THE COUNTY ROAD CROSSING AT LOBO, 4 POLES SOUTH-SOUTHEAST OF
 BQ0253'MILEPOST 690, 160 FEET EAST-NORTHEAST OF THE TRIANGULATION STATION, 94
 BQ0253'FEET WEST-SOUTHWEST OF THE NEAR RAIL, ABOUT 0.15 MILE NORTH-NORTHWEST
 BQ0253'OF A COTTON GIN, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BQ0253'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0251 ***********************************************************************
 BQ0251  DESIGNATION -  DANUBE RM 2
 BQ0251  PID         -  BQ0251
 BQ0251  STATE/COUNTY-  TX/CULBERSON
 BQ0251  USGS QUAD   -  CHISPA MOUNTAIN (1972)
 BQ0251
 BQ0251                         *CURRENT SURVEY CONTROL
 BQ0251  ___________________________________________________________________
 BQ0251* NAD 83(1986)-  30 48 45.     (N)    104 44 58.     (W)     SCALED    
 BQ0251* NAVD 88     -      1233.272  (meters)    4046.16   (feet)  ADJUSTED  
 BQ0251  ___________________________________________________________________
 BQ0251  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 BQ0251  DYNAMIC HT  -        1231.305 (meters)    4039.71  (feet)  COMP
 BQ0251  MODELED GRAV-     979,003.8   (mgal)                       NAVD 88
 BQ0251
 BQ0251  VERT ORDER  -  FIRST     CLASS II
 BQ0251
 BQ0251.The horizontal coordinates were scaled from a topographic map and have
 BQ0251.an estimated accuracy of +/- 6 seconds.
 BQ0251
 BQ0251.The orthometric height was determined by differential leveling
 BQ0251.and adjusted by the National Geodetic Survey in June 1991..
 BQ0251
 BQ0251.The geoid height was determined by GEOID03.
 BQ0251
 BQ0251.The dynamic height is computed by dividing the NAVD 88
 BQ0251.geopotential number by the normal gravity value computed on the
 BQ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0251.degrees latitude (g = 980.6199 gals.).
 BQ0251
 BQ0251.The modeled gravity was interpolated from observed gravity values.
 BQ0251
 BQ0251;                    North         East    Units  Estimated Accuracy
 BQ0251;SPC TX C     - 3,135,410.      277,580.      MT  (+/- 180 meters Scaled)
 BQ0251
 BQ0251                          SUPERSEDED SURVEY CONTROL
 BQ0251
 BQ0251  NGVD 29 (??/??/92) 1232.744  (m)         4044.43   (f) ADJ UNCH    1 2
 BQ0251
 BQ0251.Superseded values are not recommended for survey control.
 BQ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0251.See file dsdata.txt to determine how the superseded data were derived.
 BQ0251
 BQ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ239088(NAD 83)
 BQ0251_MARKER: DR = REFERENCE MARK DISK
 BQ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0251_STAMPING: DANUBE NO 2 1934
 BQ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0251+STABILITY: SURFACE MOTION
 BQ0251
 BQ0251  HISTORY     - Date     Condition        Report By
 BQ0251  HISTORY     - 1934     MONUMENTED       CGS
 BQ0251  HISTORY     - 1957     GOOD             NGS
 BQ0251
 BQ0251                          STATION DESCRIPTION
 BQ0251
 BQ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0251'5.7 MI SE FROM LOBO.
 BQ0251'ABOUT 5.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0251'FROM THE COUNTY ROAD CROSSING AT LOBO, 4 POLES SOUTH-SOUTHEAST OF
 BQ0251'MILEPOST 690, 256 FEET WEST-SOUTHWEST OF THE NEAR RAIL, 136 FEET
 BQ0251'SOUTH-SOUTHEAST OF THE TRIANGULATION STATION, ABOUT 0.15 MILE
 BQ0251'NORTH-NORTHWEST OF A COTTON GIN, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BQ0251'TRACK, AND IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 BQ0251'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1137 ***********************************************************************
 CR1137  DESIGNATION -  DARCO
 CR1137  PID         -  CR1137
 CR1137  STATE/COUNTY-  TX/HARRISON
 CR1137  USGS QUAD   -  DARCO (1983)
 CR1137
 CR1137                         *CURRENT SURVEY CONTROL
 CR1137  ___________________________________________________________________
 CR1137* NAD 83(1993)-  32 25 41.11208(N)    094 26 09.73188(W)     ADJUSTED  
 CR1137* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 CR1137  ___________________________________________________________________
 CR1137  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 CR1137  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR1137
 CR1137  HORZ ORDER  -  FIRST
 CR1137
 CR1137.The horizontal coordinates were established by classical geodetic methods
 CR1137.and adjusted by the National Geodetic Survey in February 1996..
 CR1137
 CR1137.The orthometric height was scaled from a topographic map.
 CR1137
 CR1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1137
 CR1137.The geoid height was determined by GEOID03.
 CR1137
 CR1137;                    North         East     Units Scale Factor Converg.
 CR1137;SPC TXNC     - 2,091,826.403   982,100.202   MT  0.99993141   +2 12 59.3
 CR1137;SPC TXNC     - 6,862,933.79  3,222,107.08   sFT  0.99993141   +2 12 59.3
 CR1137;UTM  15      - 3,588,794.893   364,986.612   MT  0.99982479   -0 46 12.6
 CR1137
 CR1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1137!SPC TXNC     -   0.99998451  x   0.99993141  =   0.99991592
 CR1137!UTM  15      -   0.99998451  x   0.99982479  =   0.99980930
 CR1137
 CR1137:                Primary Azimuth Mark                     Grid Az
 CR1137:SPC TXNC     -  MARSHALL E TEX BAP COLL CHAPEL           020 21 43.3
 CR1137:UTM  15      -  MARSHALL E TEX BAP COLL CHAPEL           023 20 55.2
 CR1137
 CR1137|---------------------------------------------------------------------|
 CR1137| PID    Reference Object                     Distance      Geod. Az  |
 CR1137|                                                           dddmmss.s |
 CR1137| CR1076 MARSHALL E TEX BAP COLL CHAPEL      APPROX.15.4 KM 0223442.6 |
 CR1137| CR1078 MARSHALL N MUNICIPAL TANK           APPROX.16.2 KM 0244658.3 |
 CR1137| CR1075 MARSHALL RAD STA KMHT MAST          APPROX.17.0 KM 0273537.7 |
 CR1137| CR1079 MARSHALL S MUNICIPAL TANK           APPROX.14.0 KM 0303351.6 |
 CR1137| CX5695 DARCO RM 1                           33.245 METERS 05642     |
 CR1137| CX5694 DARCO AZ MK 2                                      1352338.2 |
 CR1137| CX5696 DARCO RM 2                           37.240 METERS 14638     |
 CR1137| CX5693 DARCO AZ MK                                        2001234.7 |
 CR1137|---------------------------------------------------------------------|
 CR1137
 CR1137                          SUPERSEDED SURVEY CONTROL
 CR1137
 CR1137  NAD 83(1986)-  32 25 41.12095(N)    094 26 09.72067(W) AD(       ) 1
 CR1137  NAD 27      -  32 25 40.57130(N)    094 26 09.00540(W) AD(       ) 1
 CR1137
 CR1137.Superseded values are not recommended for survey control.
 CR1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1137.See file dsdata.txt to determine how the superseded data were derived.
 CR1137
 CR1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR6498788795(NAD 83)
 CR1137_MARKER: DS = TRIANGULATION STATION DISK
 CR1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1137
 CR1137  HISTORY     - Date     Condition        Report By
 CR1137  HISTORY     - 1950     MONUMENTED       CGS
 CR1137  HISTORY     - 1956     GOOD             CGS
 CR1137  HISTORY     - 1957     GOOD             CGS
 CR1137  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR1137
 CR1137                          STATION DESCRIPTION
 CR1137
 CR1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1137'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH SOUTHWEST OF MARSHALL
 CR1137'AND 9-1/2 MILES NORTH NORTHEAST OF TATUM ON A CLEARED HILL
 CR1137'JUST EAST OF STATE ROUTE 43.  STATION IS 87 FEET WEST OF
 CR1137'NORTH-SOUTH FENCELINE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 CR1137'DISK IS STAMPED DARCO 1950.
 CR1137'
 CR1137'REFERENCE MARK NO. 1 IS 1.5 FEET NORTH OF WITNESS POST AND 1
 CR1137'FOOT WEST OF FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 CR1137'DISK IS STAMPED DARCO NO 1 1950.
 CR1137'
 CR1137'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 CR1137'ABOUT 6 INCHES AND THE DISK IS STAMPED DARCO NO 2 1950.
 CR1137'
 CR1137'AZIMUTH MARK IS 50 FEET WEST OF THE CENTERLINE OF STATE ROUTE
 CR1137'43, 49 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL GROCERY
 CR1137'STORE, 2.5 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF FENCE.
 CR1137'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DARCO
 CR1137'1950.
 CR1137'
 CR1137'TO REACH FROM THE JUNCTION OF STATE ROUTES 43 AND 149 IN TATUM GO
 CR1137'EAST AND NORTHEAST ON ROUTES 43 AND 149 FOR 4.4 MILES TO JUNCTION
 CR1137'WHERE STATE ROUTE 149 TURNS SOUTH.  CONTINUE NORTHEAST ON STATE
 CR1137'ROUTE 43 FOR 5.0 MILES TO SMALL GROCERY STORE AND AZIMUTH MARK
 CR1137'ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR
 CR1137'0.3 MILE TO DIRT ROAD RIGHT.  TURN RIGHT AND GO EAST ON DIRT
 CR1137'ROAD FOR ABOUT 50 YARDS TO WIRE GATE ON RIGHT.  PASS THROUGH
 CR1137'GATE AND GO SOUTHEAST ON TRACK ROAD FOR 0.1 MILE TO TOP OF HILL
 CR1137'AND STATION.
 CR1137'
 CR1137'AN 87 FOOT SIGNAL AT STATION TATUM IS V.G.
 CR1137'
 CR1137'A 74 FOOT SIGNAL AT STATION COCKRELL IS V.G.
 CR1137'
 CR1137'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CR1137
 CR1137                          STATION RECOVERY (1956)
 CR1137
 CR1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1137'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 CR1137'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CR1137'STATION SITE WERE CORRECT.
 CR1137
 CR1137                          STATION RECOVERY (1957)
 CR1137
 CR1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 CR1137'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 CR1137'CONDITION AS DESCRIBED.  THE AZIMUTH WAS RECOVERED AS DESCRIBED
 CR1137'BUT NOT VISIBLE FROM THE STATION BECAUSE OF TIMBER IN THE LINE.
 CR1137'IT WAS IN THE DRIVEWAY OF A STORE AND FILLING STATION AND WAS
 CR1137'REMOVED AT THE REQUEST OF THE PROPERTY OWNER.  A NEW AZIMUTH MARK
 CR1137'WAS ESTABLISHED.
 CR1137'
 CR1137'A REVISED DESCRIPTION IS AS FOLLOWS.  STATION IS LOCATED
 CR1137'ABOUT 9.5 MILES SOUTH WEST OF MARSHALL AND 9.5 MILES NORTHEAST
 CR1137'FROM TATUM, ABOUT 100 YARDS EAST OF STATE HIGHWAY NO. 43, ON A
 CR1137'PASTURE FIELD AND HILL WHICH IS ABOUT 50 YARDS EAST OF A SMALL
 CR1137'WHITE HOUSE.  THE MARK IS A DISK STAMPED DARCO 1950 IN A CONCRETE
 CR1137'MONUMENT FLUSH WITH THE SURFACE OF THE HILL.
 CR1137'
 CR1137'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 109.07 FEET,
 CR1137'33.245 METERS, A STANDARD REFERENCE DISK STAMPED DARCO 1950
 CR1137'NO. 1, IN A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND IS
 CR1137'18 INCHES NORTH OF A 4 X 4 POST.  IT IS ALONG THE SITE OF A
 CR1137'NORTHSOUTH FENCE WHICH HAS BEEN REMOVED.
 CR1137'
 CR1137'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DARCO 1950 NO. 2
 CR1137'IN A CONCRETE POST PROJECTING ABOUT 6 INCHES, SOUTHEAST OF THE
 CR1137'STATION, 122.18 FEET, 37.240 METERS AND IS ALONG THE SITE OF THE
 CR1137'FENCE ROW.
 CR1137'
 CR1137'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DARCO 1950 1957 IN
 CR1137'A CONCRETE POST PROJECTING ABOUT 4 INCHES, 2 FEET NORTH OF A
 CR1137'4 X 4 POST.  IT IS ABOUT 1/3 MILE SOUTHEAST OF THE STATION, 30
 CR1137'FEET WEST OF THE CENTERLINE OF AN OLD ABANDONED ROAD AND 30 FEET
 CR1137'NORTHWEST OF A 30 INCH DIAMETER SYCAMORE TREE WHICH IS AT AN OLD
 CR1137'GATE.
 CR1137'
 CR1137'TO REACH THE STATION FROM MARSHALL.  GO SOUTHWEST ON STATE
 CR1137'HIGHWAY 43, FROM THE SQUARE, 09.5 MILES TO THE CAVE SPRINGS
 CR1137'BAPTIST CHURCH ON THE RIGHT.  THIS IS 0.3 MILE NORTH OF A SMALL
 CR1137'STORE.  TURN LEFT HERE AND GO E. ON A DIRT ROAD 0.2 MILE TO
 CR1137'THE OLD ABANDONED ROAD TO THE RIGHT.  TURN R. ON THE OLD ROAD AND
 CR1137'GO ABOUT 50 YARDS TO A GATE.  THE STATION IS ABOUT 0.1 MILE
 CR1137'SOUTHWEST OF THIS GATE.  PASS THROUGH THE GATE AND FOLLOW THE
 CR1137'OLD ROAD 0.1 MILE.  FROM THIS POINT WHICH IS AT A GATE IN THE
 CR1137'SOUTHEAST CORNER OF A PASTURE FIELD, THE AZIMUTH MARK IS 0.3
 CR1137'MILE SOUTH AS DESCRIBED AND THE STATION IS ABOUT 0.1 MILE WEST,
 CR1137'NORTHWEST ON THE TOP OF THE HILL AS DESCRIBED.
 CR1137
 CR1137                          STATION RECOVERY (1998)
 CR1137
 CR1137'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0992 ***********************************************************************
 CT0992  DESIGNATION -  DARK ET
 CT0992  PID         -  CT0992
 CT0992  STATE/COUNTY-  TX/PALO PINTO
 CT0992  USGS QUAD   -  GRAFORD WEST (1984)
 CT0992
 CT0992                         *CURRENT SURVEY CONTROL
 CT0992  ___________________________________________________________________
 CT0992* NAD 83(1993)-  32 59 03.68361(N)    098 19 20.84984(W)     ADJUSTED  
 CT0992* NAVD 88     -       413.7    (meters)    1357.     (feet)  VERTCON   
 CT0992  ___________________________________________________________________
 CT0992  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CT0992  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CT0992
 CT0992  HORZ ORDER  -  THIRD
 CT0992
 CT0992.The horizontal coordinates were established by classical geodetic methods
 CT0992.and adjusted by the National Geodetic Survey in February 1996..
 CT0992
 CT0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0992
 CT0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0992
 CT0992.The geoid height was determined by GEOID03.
 CT0992
 CT0992;                    North         East     Units Scale Factor Converg.
 CT0992;SPC TXNC     - 2,146,132.216   616,592.661   MT  0.99987331   +0 05 48.6
 CT0992;SPC TXNC     - 7,041,102.11  2,022,937.76   sFT  0.99987331   +0 05 48.6
 CT0992;UTM  14      - 3,649,756.491   563,304.896   MT  0.99964941   +0 22 07.9
 CT0992
 CT0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0992!SPC TXNC     -   0.99993961  x   0.99987331  =   0.99981293
 CT0992!UTM  14      -   0.99993961  x   0.99964941  =   0.99958904
 CT0992
 CT0992:                Primary Azimuth Mark                     Grid Az
 CT0992:SPC TXNC     -  GRAFORD                                  128 10 45.5
 CT0992:UTM  14      -  GRAFORD                                  127 54 26.2
 CT0992
 CT0992|---------------------------------------------------------------------|
 CT0992| PID    Reference Object                     Distance      Geod. Az  |
 CT0992|                                                           dddmmss.s |
 CT0992| CT0982 GRAFORD                             APPROX. 9.4 KM 1281634.1 |
 CT0992|---------------------------------------------------------------------|
 CT0992
 CT0992                          SUPERSEDED SURVEY CONTROL
 CT0992
 CT0992  NAD 83(1993)-  32 59 03.68591(N)    098 19 20.83958(W) AD(       ) 3
 CT0992  NAD 83(1986)-  32 59 03.68902(N)    098 19 20.83412(W) AD(       ) 3
 CT0992  NAD 27      -  32 59 03.25781(N)    098 19 19.65533(W) AD(       ) 3
 CT0992  NGVD 29 (07/19/86)  413.6    (m)         1357.     (f) VERT ANG       
 CT0992
 CT0992.Superseded values are not recommended for survey control.
 CT0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0992.See file dsdata.txt to determine how the superseded data were derived.
 CT0992
 CT0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB6330549756(NAD 83)
 CT0992_MARKER: DD = SURVEY DISK
 CT0992_SETTING: 0 = UNSPECIFIED SETTING
 CT0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0992
 CT0992  HISTORY     - Date     Condition        Report By
 CT0992  HISTORY     - 1958     MONUMENTED       USGS
 CT0992  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 CT0992
 CT0992                          STATION DESCRIPTION
 CT0992
 CT0992'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT0992'STATION IS LOCATED ABOUT 6.0 MI. (AIRLINE) NW. OF GRAFORD, PALO PINTO
 CT0992'COUNTY, TEXAS.  ON AN EXTREME EASTERN POINT OF A N-S. BLUFF.
 CT0992'
 CT0992'TO REACH THE STATION FROM THE POST OFFICE IN GRAFORD, PROCEED 1.4 MI.
 CT0992'W. ALONG STATE HIGHWAY 254 TO CROSSROADS, TURN RIGHT (N.) FOR 5.2 MI.
 CT0992'TO AN ALUMINUM GATE ON THE RIGHT (E.) OF MR. JAMES RANCH BUILDINGS,
 CT0992'TURN RIGHT AND GO 2.0 MI. N. AND W., PASSING THROUGH TWO WIRE GATES,
 CT0992'TO TRAIL FORK N. OF A POWER LINE, TAKE RIGHT FORK FOR 0.7 MI. UP THE
 CT0992'CANYON TO RIDGE TOP, TURN RIGHT AND ACROSS COUNTRY 1.4 MI., PASSING
 CT0992'THROUGH A GATE ON THE RIDGE TOP, TO THE HIGHEST AND MOST EASTERN POINT
 CT0992'AND THE STATION.
 CT0992'
 CT0992'STATION MARK--A STANDARD USGS ALUMINUM TABLET CEMENTED IN A FLAT
 CT0992'LIMESTONE OUTCROP, STAMPED ---DARK 1958---.
 CT0992
 CT0992                          STATION RECOVERY (2005)
 CT0992
 CT0992'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0753 ***********************************************************************
 DO0753  DESIGNATION -  DARNELL
 DO0753  PID         -  DO0753
 DO0753  STATE/COUNTY-  TX/ARCHER
 DO0753  USGS QUAD   -  DARNELL BRANCH (1964)
 DO0753
 DO0753                         *CURRENT SURVEY CONTROL
 DO0753  ___________________________________________________________________
 DO0753* NAD 83(1993)-  33 28 52.77356(N)    098 26 45.82962(W)     ADJUSTED  
 DO0753* NAVD 88     -       338.5    (meters)    1111.     (feet)  VERTCON   
 DO0753  ___________________________________________________________________
 DO0753  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DO0753  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DO0753
 DO0753  HORZ ORDER  -  SECOND
 DO0753
 DO0753.The horizontal coordinates were established by classical geodetic methods
 DO0753.and adjusted by the National Geodetic Survey in February 1996..
 DO0753
 DO0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0753
 DO0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0753
 DO0753.The geoid height was determined by GEOID03.
 DO0753
 DO0753;                    North         East     Units Scale Factor Converg.
 DO0753;SPC TXNC     - 2,201,231.096   605,012.468   MT  0.99990066   +0 01 45.9
 DO0753;SPC TXNC     - 7,221,872.35  1,984,945.07   sFT  0.99990066   +0 01 45.9
 DO0753;UTM  14      - 3,704,786.098   551,463.934   MT  0.99963265   +0 18 20.1
 DO0753
 DO0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0753!SPC TXNC     -   0.99995127  x   0.99990066  =   0.99985193
 DO0753!UTM  14      -   0.99995127  x   0.99963265  =   0.99958394
 DO0753
 DO0753|---------------------------------------------------------------------|
 DO0753| PID    Reference Object                     Distance      Geod. Az  |
 DO0753|                                                           dddmmss.s |
 DO0753| CX7050 DARNELL RM 1                          8.030 METERS 00538     |
 DO0753| CX7051 DARNELL RM 2                          8.216 METERS 17419     |
 DO0753| DO0755 DARNELL PT A                          4.877 METERS 22051     |
 DO0753| CX7049 DARNELL AZ MK                                      2384301.2 |
 DO0753| DO0754 DARNELL TPT                           6.548 METERS 34917     |
 DO0753| DO0115 Q 1169                              298.002 METERS 35020     |
 DO0753|---------------------------------------------------------------------|
 DO0753
 DO0753                          SUPERSEDED SURVEY CONTROL
 DO0753
 DO0753  NAD 83(1993)-  33 28 52.77371(N)    098 26 45.82879(W) AD(       ) 2
 DO0753  NAD 83(1986)-  33 28 52.77597(N)    098 26 45.81590(W) AD(       ) 2
 DO0753  NAD 27      -  33 28 52.38771(N)    098 26 44.62913(W) AD(       ) 2
 DO0753  NGVD 29 (07/19/86)  338.4    (m)         1110.     (f) VERT ANG       
 DO0753
 DO0753.Superseded values are not recommended for survey control.
 DO0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0753.See file dsdata.txt to determine how the superseded data were derived.
 DO0753
 DO0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5146404786(NAD 83)
 DO0753_MARKER: DS = TRIANGULATION STATION DISK
 DO0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0753+STABILITY: SURFACE MOTION
 DO0753
 DO0753  HISTORY     - Date     Condition        Report By
 DO0753  HISTORY     - 1965     MONUMENTED       NGS
 DO0753  HISTORY     - 1966     GOOD             CGS
 DO0753  HISTORY     - 1978     GOOD             NGS
 DO0753  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0753
 DO0753                          STATION DESCRIPTION
 DO0753
 DO0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0753'THIS STATION NOT OCCUPIED.  APPROXIMATE DISTANCE AND DIRECTION TO
 DO0753'REFERENCE MARKS AND AZIMUTH MARK NOT AVAILABLE.
 DO0753'
 DO0753'THE STATION IS ABOUT 13 MILES SOUTHEAST OF ARCHER CITY, 6-1/2 MILES
 DO0753'SOUTH OF WINDTHORST AND 5 MILES NORTHWEST OF ANTELOPE, ON THE
 DO0753'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 281, WHERE THE HIGHWAY JUNCTIONS
 DO0753'WITH FARM ROAD 61.
 DO0753'
 DO0753'TO REACH THE STATION FROM THE POST OFFICE IN WINDTHORST, GO
 DO0753'SOUTH ON U.S. HIGHWAY 281 FOR 6.55 MILES TO THE STATION ON THE
 DO0753'LEFT, JUST EAST OF THE INTERSECTION OF U.S. HIGHWAY 281 AND
 DO0753'FARM ROAD 61.  TO REACH THE AZIMUTH MARK, GO SOUTHWEST ON FARM
 DO0753'ROAD 61 FOR 0.5 MILE TO A CULVERT AND THE MARK ON THE RIGHT.
 DO0753'
 DO0753'STATION MARK IS A STANDARD DISK, STAMPED DARNELL 1965, SET IN
 DO0753'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0753'IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 17 PACES NORTHEAST
 DO0753'OF THE CENTERLINE OF U.S. HIGHWAY 281, 11 PACES EAST-SOUTHEAST
 DO0753'OF A STEEL POST WITH HIGHWAY SIGNS ON IT, 10 PACES
 DO0753'NORTH-NORTHWEST OF A TELEPHONE POLE WITH A TRIANGLE BLAZE ON IT
 DO0753'AND 4 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.
 DO0753'
 DO0753'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DARNELL NO 1 1965,
 DO0753'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0753'THAT IS FLUSH WITH THE GROUND.
 DO0753'
 DO0753'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DARNELL NO 2 1965,
 DO0753'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0753'THAT IS FLUSH WITH THE GROUND.
 DO0753'
 DO0753'AZIMUTH MARK IS A STANDARD DISK, STAMPED DARNELL 1965, CEMENTED
 DO0753'IN A DRILL HOLE IN A CONCRETE CULVERT.
 DO0753'
 DO0753'THE ABOVE INFORMATION FURNISHED BY RECONNAISSANCE PARTY AND
 DO0753'BUILDING FOREMAN.
 DO0753
 DO0753                          STATION RECOVERY (1978)
 DO0753
 DO0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0753'THE MARKS FOR THIS STATION WERE SET IN 1965 BUT NOT POSITIONED
 DO0753'UNTIL THIS TIME.
 DO0753'
 DO0753'THE STATION IS LOCATED 6-1/2 MILES SOUTH OF WINDTHORST, 2-1/2
 DO0753'MILES NORTHWEST OF THE ARCHER-CLAY-JACK COUNTIES JUNCTION
 DO0753'CORNER, AT THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY
 DO0753'16, ACROSS THE ROAD FROM A REST AREA, ON ROAD RIGHT-OF-WAY.
 DO0753'
 DO0753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0753'STATE HIGHWAY 25 IN WINDTHORST, GO SOUTH ON HIGHWAY 281 FOR 6.5
 DO0753'MILES TO ITS JUNCTION WITH HIGHWAY 16 ON THE RIGHT AND THE
 DO0753'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE
 DO0753'STATION, GO SOUTHWEST ON HIGHWAY 16 FOR 0.45 MILE TO A LARGE
 DO0753'BOX CULVERT AND THE MARK ON THE RIGHT.  TO REACH BENCH MARK
 DO0753'Q II69 FROM THE STATION, GO NORTH ON HIGHWAY 281 TO THE END OF
 DO0753'THE FOUR LANE HIGHWAY (0.2 MILE) AND THE MARK ON THE LEFT.
 DO0753'
 DO0753'STATION MARKS, STAMPED---DARNELL 1965---, ARE STANDARD DISKS.
 DO0753'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0753'MONUMENT 12 INCHES BELOW GROUND.  IT IS 48 FEET EAST OF THE
 DO0753'CENTER OF THE NORTHBOUND LANES, 30 FEET SOUTHEAST OF A ROAD
 DO0753'SIGN POLE, 4.8 FEET SOUTHWEST OF A METAL WITNESS POST, 3.5 FEET
 DO0753'WEST OF A FENCE AND 1 FOOT ABOVE THE HIGHWAY.  THE UNDERGROUND
 DO0753'DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MONUMENT ABOUT
 DO0753'42 INCHES BELOW GROUND.
 DO0753'
 DO0753'REFERENCE MARK 1, STAMPED---DARNELL NO 1 1965---, IS A
 DO0753'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0753'MONUMENT 1-INCH BELOW GROUND.  IT IS 66 FEET SOUTH OF A UTILITY
 DO0753'POLE IN A FIELD, 48.5 FEET EAST OF THE CENTER OF THE NORTHBOUND
 DO0753'LANES, 26 FEET EAST-NORTHEAST OF THE ROAD SIGN POLE, 22.8 FEET
 DO0753'NORTH OF THE WITNESS POST, AND 1 FOOT WEST OF THE FENCE.
 DO0753'
 DO0753'REFERENCE MARK 2, STAMPED---DARNELL NO 2 1965---, IS A
 DO0753'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0753'MONUMENT FLUSH WITH THE GROUND.  IT IS 50 FEET EAST OF THE
 DO0753'CENTER OF THE NORTHBOUND LANES, 30.3 FEET SOUTH OF THE WITNESS
 DO0753'POST, AND 1 FOOT WEST OF THE FENCE.
 DO0753'
 DO0753'AZIMUTH MARK, STAMPED---DARNELL 1965---, IS A STANDARD DISK
 DO0753'CEMENTED IN A DRILL HOLE IN THE HEADWALL OF A 15 FOOT LONG BOX
 DO0753'CULVERT.  IT IS 16 FEET NORTHWEST OF THE ROAD CENTER, 0.5 FOOT
 DO0753'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, AND LEVEL WITH
 DO0753'THE ROAD.
 DO0753'
 DO0753'BENCH MARK Q 1169, STAMPED---Q 1169 1961---, IS A STANDARD
 DO0753'BENCH MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0753'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS 82.5 FEET
 DO0753'SOUTHWEST OF THE SOUTH END OF A 150 FOOT LONG TRAFFIC ISLAND,
 DO0753'52.5 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES, 25 FEET
 DO0753'SOUTHEAST OF THE EAST 1 OF 4 IRON POSTS TO A BILLBOARD, 1.5
 DO0753'FEET EAST OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST
 DO0753'AND ON ROAD RIGHT-OF-WAY.
 DO0753'
 DO0753'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
 DO0753
 DO0753                          STATION RECOVERY (2001)
 DO0753
 DO0753'RECOVERY NOTE BY US POWER SQUADRON 2001 (RBP)
 DO0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0402 ***********************************************************************
 BL0402  DESIGNATION -  DARRELL
 BL0402  PID         -  BL0402
 BL0402  STATE/COUNTY-  TX/LIBERTY
 BL0402  USGS QUAD   -  DAISETTA (1984)
 BL0402
 BL0402                         *CURRENT SURVEY CONTROL
 BL0402  ___________________________________________________________________
 BL0402* NAD 83(1993)-  30 02 55.49765(N)    094 43 37.44466(W)     ADJUSTED  
 BL0402* NAVD 88     -        20.83   (+/-2cm)      68.3    (feet)  VERTCON   
 BL0402  ___________________________________________________________________
 BL0402  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BL0402  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0402
 BL0402  HORZ ORDER  -  SECOND
 BL0402  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0402
 BL0402.The horizontal coordinates were established by classical geodetic methods
 BL0402.and adjusted by the National Geodetic Survey in February 1996..
 BL0402
 BL0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0402.The vertical order pertains to the NGVD 29 superseded value.
 BL0402
 BL0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0402
 BL0402.The geoid height was determined by GEOID03.
 BL0402
 BL0402;                    North         East     Units Scale Factor Converg.
 BL0402;SPC TX C     - 3,055,978.689 1,240,444.442   MT  1.00001882   +2 53 15.2
 BL0402;SPC TX C     -10,026,156.75  4,069,691.47   sFT  1.00001882   +2 53 15.2
 BL0402;SPC TXSC     - 4,253,059.248 1,011,961.540   MT  0.99994065   +2 05 36.1
 BL0402;SPC TXSC     -13,953,578.55  3,320,077.15   sFT  0.99994065   +2 05 36.1
 BL0402;UTM  15      - 3,325,444.009   333,497.102   MT  0.99994204   -0 51 54.0
 BL0402
 BL0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0402!SPC TX C     -   1.00000105  x   1.00001882  =   1.00001987
 BL0402!SPC TXSC     -   1.00000105  x   0.99994065  =   0.99994170
 BL0402!UTM  15      -   1.00000105  x   0.99994204  =   0.99994309
 BL0402
 BL0402|---------------------------------------------------------------------|
 BL0402| PID    Reference Object                     Distance      Geod. Az  |
 BL0402|                                                           dddmmss.s |
 BL0402| BL0401 DARRELL RM 1                         43.208 METERS 03219     |
 BL0402| BL0403 DARRELL AZ MK                                      0804018.6 |
 BL0402| BL2120 LIBERTY MUNICIPAL TANK              APPROX. 6.5 KM 2781548.5 |
 BL0402| BL2121 LIBERTY TRUNKLINE GAS RAD MAST      APPROX. 5.8 KM 2793355.3 |
 BL0402| BL2119 LIBERTY SUN PIPELINE RAD MAST       APPROX. 6.0 KM 2950021.7 |
 BL0402| BL0400 DARRELL RM 2                         46.881 METERS 33239     |
 BL0402|---------------------------------------------------------------------|
 BL0402
 BL0402                          SUPERSEDED SURVEY CONTROL
 BL0402
 BL0402  NAD 83(1986)-  30 02 55.51435(N)    094 43 37.42793(W) AD(       ) 2
 BL0402  NAD 27      -  30 02 54.74000(N)    094 43 36.71200(W) AD(       ) 2
 BL0402  NGVD 29 (??/??/92)   20.83   (m)           68.3    (f) COMPUTED    1 2
 BL0402
 BL0402.Superseded values are not recommended for survey control.
 BL0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0402.See file dsdata.txt to determine how the superseded data were derived.
 BL0402
 BL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3349725444(NAD 83)
 BL0402_MARKER: DB = BENCH MARK DISK
 BL0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0402_STAMPING: DARRELL 1951
 BL0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0402+STABILITY: SURFACE MOTION
 BL0402
 BL0402  HISTORY     - Date     Condition        Report By
 BL0402  HISTORY     - 1951     MONUMENTED       CGS
 BL0402  HISTORY     - 1955     GOOD             CGS
 BL0402  HISTORY     - 1963     MARK NOT FOUND   CGS
 BL0402  HISTORY     - 1963     GOOD             NGS
 BL0402  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 BL0402  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0402
 BL0402                          STATION DESCRIPTION
 BL0402
 BL0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL0402'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF LIBERTY IN THE
 BL0402'WEST EDGE OF THE DARRELL AIR PORT IN THE NORTH EDGE OF A GROVE
 BL0402'OF TREES, 172 FEET SOUTH OF THE SOUTH-EAST CORNER OF A HOUSE.
 BL0402'IT IS STAMPED DARRELL 1951 AND PROJECTS 6 INCHES.
 BL0402'
 BL0402'REFERENCE MARK NO. 1 IS 75 FEET SOUTHEAST OF THE SOUTHEAST
 BL0402'CORNER OF THE HOUSE AND 3 FEET WEST OF A LONE TREE.  IT IS
 BL0402'STAMPED DARRELL NO 1 1951 AND PROJECTS 6 INCHES.
 BL0402'
 BL0402'REFERENCE MARK NO. 2 IS 10 FEET SOUTH OF THE SOUTHEAST CORNER
 BL0402'OF A GARAGE, 8 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 2 FEET
 BL0402'EAST OF A POWER LINE POLE.  IT IS STAMPED DARRELL NO 2 1951
 BL0402'AND PROJECTS 6 INCHES.
 BL0402'
 BL0402'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 70 FEET SOUTH OF
 BL0402'THE CENTER OF U.S. HIGHWAY 90, 3 FEET NORTHWEST OF A WITNESS
 BL0402'POST AND 3 FEET NORTHEAST OF THE EAST END OF A WIRE GATE.  IT
 BL0402'IS STAMPED DARRELL 1951 AND PROJECTS 5 INCHES.
 BL0402'
 BL0402'TO REACH THE STATION FROM THE SOUTHERN PACIFIC RAILROAD STATION
 BL0402'IN LIBERTY, GO EAST ON U.S. HIGHWAY 90 FOR 4.1 MILES TO A
 BL0402'DRIVEWAY INTO WEST EDGE OF AIR FIELD ON RIGHT, (CONTINUE
 BL0402'EAST FOR 0.45 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.) TURN
 BL0402'RIGHT AND GO SOUTH FOR 0.15 MILE, FROM THIS POINT, STATION IS
 BL0402'JUST EAST IN THE NORTH EDGE OF A GROVE OF TREES.
 BL0402'
 BL0402'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL0402
 BL0402                          STATION RECOVERY (1955)
 BL0402
 BL0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 BL0402'1.0 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0402'CROSSING OF FARM ROAD 160 AT AMES, THENCE 0.1 MILE SOUTH ALONG
 BL0402'A PRIVATE DRIVEWAY, AT THE DARRELL AIRPORT, 0.15 MILE SOUTHWEST
 BL0402'OF THE HANGAR, 161 FEET SOUTH OF A FENCE, 19.4 FEET NORTHEAST
 BL0402'OF A 24 INCH GUM TREE, 20 FEET SOUTH OF THE NORTH EDGE OF A
 BL0402'GROVE OF TREES, 5.5 FEET WEST OF A WITNESS POST, A TRIANGULATION
 BL0402'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL0402'0.4 FOOT ABOVE THE GROUND, STAMPED DARRELL 1951.
 BL0402'
 BL0402'DARRELL R.M. 1 IS 142 FEET NORTHEAST OF TRIANGULATION STATION
 BL0402'DARRELL 1951, 0.1 MILE SOUTHWEST OF THE HANGAR, 27 FEET SOUTHEAST
 BL0402'OF A FENCE CORNER, 2.6 FEET SOUTHWEST OF A LONE 14 INCH GUM
 BL0402'TREE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 BL0402'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED DARRELL NO
 BL0402'1 1951.
 BL0402'
 BL0402'DARRELL R.M. 2 IS 154 FEET NORTHWEST OF TRIANGULATION STATION
 BL0402'DARRELL 1951, 9.3 FEET SOUTH OF A FENCE AROUND A HOUSE, 1 FOOT
 BL0402'EAST OF A POWER POLE, 10 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BL0402'OF A GARAGE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 BL0402'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED DARRELL
 BL0402'NO 2 1951.
 BL0402'
 BL0402'DARRELL 1951 AZIMUTH IS 0.45 MILE NORTHEAST OF TRIANGULATION
 BL0402'STATION DARRELL 1951, AT THE NORTHEAST CORNER OF THE DARRELL
 BL0402'AIRPORT, 176 FEET SOUTH OF THE SOUTH RAIL OF THE TEXAS AND NEW
 BL0402'ORLEANS RAILROAD, 71 FEET SOUTH OF THE CENTER LINE OF U.S.
 BL0402'HIGHWAY 90, 9 FEET EAST OF THE CENTER OF THE ENTRANCE TO A
 BL0402'FIELD, 2 FEET NORTHWEST OF A WITNESS POST, AN AZIMUTH MARK DISK
 BL0402'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 BL0402'ABOVE THE GROUND, STAMPED DARRELL 1951.
 BL0402
 BL0402                          STATION RECOVERY (1963)
 BL0402
 BL0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BIW)
 BL0402'THE STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 BL0402'
 BL0402'DARRELL R.M. 1 IS ABOUT 1.05 MILES EAST ALONG THE TEXAS AND
 BL0402'NEW ORLEANS RAILROAD AND U.S. HIGHWAY 90 FROM THE JUNCTION OF
 BL0402'FARM ROAD 160 AT AMES, THENCE ABOUT 0.15 MILE SOUTH ALONG A
 BL0402'PRIVATE ROAD, AT THE DARRELL AIRPORT, ABOUT 0.1 MILE SOUTHWEST OF
 BL0402'A HANGAR, 142 FEET NORTHEAST OF THE STATION MARK, 84 FEET
 BL0402'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 27 FEET
 BL0402'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE AROUND A YARD, 2
 BL0402'1/2 FEET WEST OF AN 18-INCH GUM TREE, AND IN THE TOP OF A
 BL0402'CONCRETE POST PROJECTING 3 INCHES.
 BL0402'
 BL0402'DARRELL R.M. 2 IS 154 FEET NORTHWEST OF THE STATION MARK, 54
 BL0402'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 10 FEET
 BL0402'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 9-1/2 FEET
 BL0402'SOUTH OF A FENCE, 1 FOOT EAST OF A POWER POLE, AND IN THE
 BL0402'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BL0402'
 BL0402'THE AZIMUTH MARK, STAMPED DARRELL 1951, IS 0.25 MILE EAST OF
 BL0402'THE STATION MARK, 176 FEET SOUTH ACROSS THE HIGHWAY FROM THE
 BL0402'SOUTH RAIL OF THE TEXAS AND NEW ORLEANS RAILWAY, 71 FEET SOUTH OF
 BL0402'THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTH OF AN IRRIGATION
 BL0402'WELL AND PUMP, 11 FEET EAST OF THE CENTER OF A GATE, 7 FEET
 BL0402'SOUTH OF THE EAST END OF A 32-INCH PIPE CULVERT, 1 FOOT
 BL0402'SOUTHWEST OF A FENCE POST, 0.9 FOOT NORTH OF A METAL WITNESS
 BL0402'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 BL0402'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BL0402
 BL0402                          STATION RECOVERY (1963)
 BL0402
 BL0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 BL0402'1.2 MI E FROM AMES.
 BL0402'ABOUT 1.05 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0402'THE JUNCTION OF FARM ROAD 160 AT AMES, THENCE 0.15 MILE SOUTH ALONG A
 BL0402'PRIVATE ROAD, AT THE DARRELL AIRPORT, ABOUT 0.15 MILE SOUTHWEST OF A
 BL0402'HANGAR, 173 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 161 FEET
 BL0402'SOUTH OF A FENCE AROUND A YARD, 20 FEET SOUTH OF THE NORTH EDGE OF A
 BL0402'GROVE OF TREES, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BL0402'NOTE-- IT IS UNDER A LARGE WRECKED TRUCK WHICH THIS PARTY WAS UNABLE
 BL0402'TO MOVE.
 BL0402
 BL0402                          STATION RECOVERY (1995)
 BL0402
 BL0402'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0402'MARK NOT FOUND.
 BL0402
 BL0402                          STATION RECOVERY (2004)
 BL0402
 BL0402'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0403 ***********************************************************************
 BL0403  DESIGNATION -  DARRELL AZ MK
 BL0403  PID         -  BL0403
 BL0403  STATE/COUNTY-  TX/LIBERTY
 BL0403  USGS QUAD   -  DAISETTA (1984)
 BL0403
 BL0403                         *CURRENT SURVEY CONTROL
 BL0403  ___________________________________________________________________
 BL0403* NAD 83(1986)-  30 02 59.     (N)    094 43 17.     (W)     SCALED    
 BL0403* NAVD 88     -        20.918  (meters)      68.63   (feet)  ADJUSTED  
 BL0403  ___________________________________________________________________
 BL0403  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0403  DYNAMIC HT  -          20.890 (meters)      68.54  (feet)  COMP
 BL0403  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 BL0403  OBS GRAVITY -     979,307.1   (mgal)                       GRAV_OBS
 BL0403
 BL0403  VERT ORDER  -  FIRST     CLASS I
 BL0403
 BL0403.The horizontal coordinates were scaled from a topographic map and have
 BL0403.an estimated accuracy of +/- 6 seconds.
 BL0403
 BL0403.The orthometric height was determined by differential leveling
 BL0403.and adjusted by the National Geodetic Survey in June 1991..
 BL0403
 BL0403.The geoid height was determined by GEOID03.
 BL0403
 BL0403.The dynamic height is computed by dividing the NAVD 88
 BL0403.geopotential number by the normal gravity value computed on the
 BL0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0403.degrees latitude (g = 980.6199 gals.).
 BL0403
 BL0403.The modeled gravity was interpolated from observed gravity values.
 BL0403.The observed gravity was obtained from relative gravimeter ties
 BL0403.to the IGSN71 gravity network.
 BL0403
 BL0403;                    North         East    Units  Estimated Accuracy
 BL0403;SPC TX C     - 3,056,110.    1,240,990.      MT  (+/- 180 meters Scaled)
 BL0403
 BL0403                          SUPERSEDED SURVEY CONTROL
 BL0403
 BL0403  NGVD 29 (12/23/87)   20.922  (m)           68.64   (f) ADJUSTED    1 1
 BL0403
 BL0403.Superseded values are not recommended for survey control.
 BL0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0403.See file dsdata.txt to determine how the superseded data were derived.
 BL0403
 BL0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP340255(NAD 83)
 BL0403_MARKER: DZ = AZIMUTH MARK DISK
 BL0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0403_SP_SET: CONCRETE POST
 BL0403_STAMPING: DARRELL 1951
 BL0403_MARK LOGO: CGS   
 BL0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0403+STABILITY: SURFACE MOTION
 BL0403
 BL0403  HISTORY     - Date     Condition        Report By
 BL0403  HISTORY     - 1951     MONUMENTED       CGS
 BL0403  HISTORY     - 1972     GOOD             NGS
 BL0403  HISTORY     - 1987     GOOD             NGS
 BL0403  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0403
 BL0403                          STATION DESCRIPTION
 BL0403
 BL0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0403'2.95 MI W FROM RAYWOOD.
 BL0403'ABOUT 2.95 MILES WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE, ABOUT
 BL0403'115 YARDS SOUTHWEST OF THE JUNCTION OF A ROAD NORTH (UNDER
 BL0403'CONSTRUCTION), 69.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 36.2
 BL0403'FEET NORTH OF AN IRRIGATION WELL WITH A PUMP, 10.5 FEET EAST OF THE
 BL0403'CENTER LINE OF A DRIVE SOUTH THROUGH A WIRE GATE, 6.7 FEET SOUTH OF
 BL0403'THE EAST END OF A 36-INCH PIPE CULVERT UNDER THE DRIVE, 0.5 FOOT SOUTH
 BL0403'OF A FENCE LINE, 1 FOOT WEST OF THE EAST POST GATE, 1.2 FEET SOUTHWEST
 BL0403'OF A METAL WITNESS POST AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 BL0403'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 BL0403
 BL0403                          STATION RECOVERY (1987)
 BL0403
 BL0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0403'RECOVERED IN GOOD CONDITION.
 BL0403
 BL0403                          STATION RECOVERY (2004)
 BL0403
 BL0403'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0401 ***********************************************************************
 BL0401  DESIGNATION -  DARRELL RM 1
 BL0401  PID         -  BL0401
 BL0401  STATE/COUNTY-  TX/LIBERTY
 BL0401  USGS QUAD   -  DAISETTA (1984)
 BL0401
 BL0401                         *CURRENT SURVEY CONTROL
 BL0401  ___________________________________________________________________
 BL0401* NAD 83(1986)-  30 02 57.     (N)    094 43 37.     (W)     SCALED    
 BL0401* NAVD 88     -        21.00   (+/-2cm)      68.9    (feet)  VERTCON   
 BL0401  ___________________________________________________________________
 BL0401  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0401
 BL0401  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0401
 BL0401.The horizontal coordinates were scaled from a topographic map and have
 BL0401.an estimated accuracy of +/- 6 seconds.
 BL0401
 BL0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0401.The vertical order pertains to the NGVD 29 superseded value.
 BL0401
 BL0401.The geoid height was determined by GEOID03.
 BL0401
 BL0401;                    North         East    Units  Estimated Accuracy
 BL0401;SPC TX C     - 3,056,030.    1,240,450.      MT  (+/- 180 meters Scaled)
 BL0401
 BL0401                          SUPERSEDED SURVEY CONTROL
 BL0401
 BL0401  NGVD 29 (??/??/92)   21.001  (m)           68.90   (f) ADJ UNCH    1 2
 BL0401
 BL0401.Superseded values are not recommended for survey control.
 BL0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0401.See file dsdata.txt to determine how the superseded data were derived.
 BL0401
 BL0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP335254(NAD 83)
 BL0401_MARKER: DR = REFERENCE MARK DISK
 BL0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0401_STAMPING: DARRELL NO 1 1951
 BL0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0401+STABILITY: SURFACE MOTION
 BL0401
 BL0401  HISTORY     - Date     Condition        Report By
 BL0401  HISTORY     - 1951     MONUMENTED       CGS
 BL0401  HISTORY     - 1959     GOOD             NGS
 BL0401  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0401  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 BL0401  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0401
 BL0401                          STATION DESCRIPTION
 BL0401
 BL0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL0401'1.2 MI E FROM AMES.
 BL0401'ABOUT 1.05 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD AND
 BL0401'U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM ROAD 160 AT AMES, THENCE
 BL0401'ABOUT 0.15 MILE SOUTH ALONG A PRIVATE ROAD, AT THE DARRELL AIRPORT,
 BL0401'ABOUT 0.1 MILE SOUTHWEST OF A HANGAR, 142 FEET NORTHEAST OF
 BL0401'TRIANGULATION STATION DARRELL 1951, 84 FEET SOUTHEAST OF THE SOUTHEAST
 BL0401'CORNER OF A HOUSE, 27 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BL0401'FENCE AROUND A YARD, 2 1/2 FEET WEST OF AN 18-INCH GUM TREE, AND IN
 BL0401'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BL0401
 BL0401                          STATION RECOVERY (1972)
 BL0401
 BL0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0401'MARK NOT FOUND.
 BL0401
 BL0401                          STATION RECOVERY (1995)
 BL0401
 BL0401'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0401'MARK NOT FOUND.
 BL0401
 BL0401                          STATION RECOVERY (2004)
 BL0401
 BL0401'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0400 ***********************************************************************
 BL0400  DESIGNATION -  DARRELL RM 2
 BL0400  PID         -  BL0400
 BL0400  STATE/COUNTY-  TX/LIBERTY
 BL0400  USGS QUAD   -  DAISETTA (1984)
 BL0400
 BL0400                         *CURRENT SURVEY CONTROL
 BL0400  ___________________________________________________________________
 BL0400* NAD 83(1986)-  30 02 57.     (N)    094 43 40.     (W)     SCALED    
 BL0400* NAVD 88     -        20.97   (+/-2cm)      68.8    (feet)  VERTCON   
 BL0400  ___________________________________________________________________
 BL0400  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0400
 BL0400  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0400
 BL0400.The horizontal coordinates were scaled from a topographic map and have
 BL0400.an estimated accuracy of +/- 6 seconds.
 BL0400
 BL0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0400.The vertical order pertains to the NGVD 29 superseded value.
 BL0400
 BL0400.The geoid height was determined by GEOID03.
 BL0400
 BL0400;                    North         East    Units  Estimated Accuracy
 BL0400;SPC TX C     - 3,056,020.    1,240,370.      MT  (+/- 180 meters Scaled)
 BL0400
 BL0400                          SUPERSEDED SURVEY CONTROL
 BL0400
 BL0400  NGVD 29 (??/??/92)   20.977  (m)           68.82   (f) ADJ UNCH    1 2
 BL0400
 BL0400.Superseded values are not recommended for survey control.
 BL0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0400.See file dsdata.txt to determine how the superseded data were derived.
 BL0400
 BL0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP334254(NAD 83)
 BL0400_MARKER: DR = REFERENCE MARK DISK
 BL0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0400_STAMPING: DARRELL NO 2 1951
 BL0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0400+STABILITY: SURFACE MOTION
 BL0400
 BL0400  HISTORY     - Date     Condition        Report By
 BL0400  HISTORY     - 1951     MONUMENTED       CGS
 BL0400  HISTORY     - 1959     GOOD             NGS
 BL0400  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0400  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0400
 BL0400                          STATION DESCRIPTION
 BL0400
 BL0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL0400'1.2 MI E FROM AMES.
 BL0400'ABOUT 1.05 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0400'THE JUNCTION OF FARM ROAD 160 AT AMES, THENCE ABOUT 0.15 MILE SOUTH
 BL0400'ALONG A PRIVATE ROAD, AT THE DARRELL AIRPORT, 54 FEET SOUTHWEST OF THE
 BL0400'SOUTHWEST CORNER OF A HOUSE, 154 FEET NORTHWEST OF TRIANGULATION
 BL0400'STATION DARRELL 1951, 10 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 BL0400'OF A GARAGE, 9 1/2 FEET SOUTH OF A FENCE AROUND A YARD, 1 FOOT EAST OF
 BL0400'A POWER POLE, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BL0400
 BL0400                          STATION RECOVERY (1972)
 BL0400
 BL0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0400'MARK NOT FOUND.
 BL0400
 BL0400                          STATION RECOVERY (2004)
 BL0400
 BL0400'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1005 ***********************************************************************
 GK1005  DESIGNATION -  DARROUZETT COOP ASSOC ELEV
 GK1005  PID         -  GK1005
 GK1005  STATE/COUNTY-  TX/LIPSCOMB
 GK1005  USGS QUAD   -  DARROUZETT (1972)
 GK1005
 GK1005                         *CURRENT SURVEY CONTROL
 GK1005  ___________________________________________________________________
 GK1005* NAD 83(1993)-  36 26 34.27626(N)    100 19 39.44477(W)     ADJUSTED  
 GK1005* NAVD 88     -                                                        
 GK1005  ___________________________________________________________________
 GK1005  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 GK1005  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 GK1005
 GK1005  HORZ ORDER  -  THIRD
 GK1005
 GK1005.The horizontal coordinates were established by classical geodetic methods
 GK1005.and adjusted by the National Geodetic Survey in February 1996..
 GK1005
 GK1005
 GK1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1005
 GK1005.The geoid height was determined by GEOID03.
 GK1005
 GK1005;                    North         East     Units Scale Factor Converg.
 GK1005;SPC TX N     - 1,271,642.823   305,116.611   MT  1.00007087   +0 40 46.0
 GK1005;SPC TX N     - 4,172,048.16  1,001,036.75   sFT  1.00007087   +0 40 46.0
 GK1005;SPC OK N     -   162,591.918   391,341.493   MT  0.99995692   -1 22 25.1
 GK1005;SPC OK N     -   533,436.98  1,283,926.21   sFT  0.99995692   -1 22 25.1
 GK1005;UTM  14      - 4,033,888.277   381,013.852   MT  0.99977443   -0 47 19.4
 GK1005
 GK1005                          SUPERSEDED SURVEY CONTROL
 GK1005
 GK1005  NAD 83(1993)-  36 26 34.27623(N)    100 19 39.44474(W) AD(       ) 4
 GK1005  NAD 83(1986)-  36 26 34.28255(N)    100 19 39.43342(W) AD(       ) 4
 GK1005  NAD 27      -  36 26 34.15900(N)    100 19 37.92100(W) AD(       ) 3
 GK1005
 GK1005.Superseded values are not recommended for survey control.
 GK1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1005.See file dsdata.txt to determine how the superseded data were derived.
 GK1005
 GK1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF8101433888(NAD 83)
 GK1005_MARKER: 65 = GRAIN ELEVATOR
 GK1005
 GK1005  HISTORY     - Date     Condition        Report By
 GK1005  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK1005
 GK1005                          STATION DESCRIPTION
 GK1005
 GK1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1005'DARROUZETT COOPERATIVE ASSOCIATION GRAIN ELEVATOR IS A LARGE
 GK1005'CONCRETE STRUCTURE LOCATED IN THE TOWN OF DARROUZETT.  THE
 GK1005'ELEVATOR CONSISTS OF TANKS THAT ARE 130 FEET IN HEIGHT.  THERE
 GK1005'IS A SQUARE HEAD HOUSE ON TOP OF THE TANKS THAT IS 20 FEET
 GK1005'IN HEIGHT.  THIS IS THE MOST WESTERLY AND HIGHEST OF TWO
 GK1005'ELEVATORS.  THE CENTER OF THE HEAD HOUSE WAS THE POINT
 GK1005'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0657 ***********************************************************************
 BN0657  DESIGNATION -  DAVENPORT
 BN0657  PID         -  BN0657
 BN0657  STATE/COUNTY-  TX/KENDALL
 BN0657  USGS QUAD   -  RAFTER HOLLOW (1979)
 BN0657
 BN0657                         *CURRENT SURVEY CONTROL
 BN0657  ___________________________________________________________________
 BN0657* NAD 83(1993)-  30 06 14.12189(N)    098 48 20.08217(W)     ADJUSTED  
 BN0657* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 BN0657  ___________________________________________________________________
 BN0657  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 BN0657  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 BN0657
 BN0657  HORZ ORDER  -  SECOND
 BN0657
 BN0657.The horizontal coordinates were established by classical geodetic methods
 BN0657.and adjusted by the National Geodetic Survey in February 1996..
 BN0657
 BN0657.The orthometric height was scaled from a topographic map.
 BN0657
 BN0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0657
 BN0657.The geoid height was determined by GEOID03.
 BN0657
 BN0657;                    North         East     Units Scale Factor Converg.
 BN0657;SPC TXSC     - 4,251,664.107   618,738.555   MT  0.99995310   +0 05 42.9
 BN0657;SPC TXSC     -13,949,001.32  2,029,978.08   sFT  0.99995310   +0 05 42.9
 BN0657;SPC TX C     - 3,049,484.717   847,249.438   MT  1.00000343   +0 47 12.8
 BN0657;SPC TX C     -10,004,851.11  2,779,684.20   sFT  1.00000343   +0 47 12.8
 BN0657;UTM  14      - 3,330,316.867   518,731.965   MT  0.99960433   +0 05 51.1
 BN0657
 BN0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0657!SPC TXSC     -   0.99990728  x   0.99995310  =   0.99986038
 BN0657!SPC TX C     -   0.99990728  x   1.00000343  =   0.99991071
 BN0657!UTM  14      -   0.99990728  x   0.99960433  =   0.99951164
 BN0657
 BN0657|---------------------------------------------------------------------|
 BN0657| PID    Reference Object                     Distance      Geod. Az  |
 BN0657|                                                           dddmmss.s |
 BN0657| CV4681 DAVENPORT RM 1                       14.189 METERS 18735     |
 BN0657| BN0658 KENDALL                             APPROX.11.3 KM 2653309.9 |
 BN0657| CV4682 DAVENPORT RM 2                        8.007 METERS 28511     |
 BN0657|---------------------------------------------------------------------|
 BN0657
 BN0657                          SUPERSEDED SURVEY CONTROL
 BN0657
 BN0657  NAD 83(1986)-  30 06 14.13042(N)    098 48 20.06761(W) AD(       ) 2
 BN0657  NAD 27      -  30 06 13.36940(N)    098 48 18.94420(W) AD(       ) 2
 BN0657
 BN0657.Superseded values are not recommended for survey control.
 BN0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0657.See file dsdata.txt to determine how the superseded data were derived.
 BN0657
 BN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1873230317(NAD 83)
 BN0657_MARKER: DS = TRIANGULATION STATION DISK
 BN0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0657_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0657
 BN0657  HISTORY     - Date     Condition        Report By
 BN0657  HISTORY     - 1956     MONUMENTED       CGS
 BN0657  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 BN0657
 BN0657                          STATION DESCRIPTION
 BN0657
 BN0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0657'THE STATION IS ABOUT 12 MILES SOUTHEAST OF FREDERICKSBURG,
 BN0657'11 MILES NORTHEAST OF COMFORT, 1 MILE EAST OF THE OLD
 BN0657'FREDERICKSBURG-SAN ANTONIO HIGHWAY, 63 FEET NORTHWEST OF
 BN0657'A TRACK ROAD AND 5 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE
 BN0657'WITNESS POST.  IT IS ON THE PROPERTY OF MR. ROBERT DAVENPORT
 BN0657'WHO LIVES IN COMFORT.
 BN0657'
 BN0657'TO REACH THE STATION FROM THE POST OFFICE IN FREDERICKSBURG,
 BN0657'GO SOUTHEAST ON U.S. HIGHWAY 290 FOR 3.0 MILES TO A HARD
 BN0657'SURFACED ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH FOR
 BN0657'4.1 MILES TO A SURFACED ROAD ON THE LEFT, CONTINUE SOUTH
 BN0657'FOR 6.3 MILES TO A WOOD GATE ON THE LEFT, TURN LEFT, PASSING
 BN0657'THROUGH THE GATE, AND GO EASTERLY ON A TRACK ROAD FOR 0.8 MILE
 BN0657'TO A WOOD GATE, PASS THROUGH THE GATE AND CONTINUE EAST FOR
 BN0657'0.3 MILE TO THE STATION ON THE LEFT, CONTINUE EAST FOR 0.15
 BN0657'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 BN0657'
 BN0657'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0657'DAVENPORT 1956.
 BN0657'
 BN0657'REFERENCE MARK 1 IS 40 FEET NORTHWEST OF THE CENTER OF THE
 BN0657'TRACK ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND THE
 BN0657'DISK IS STAMPED DAVENPORT NO 1 1956.
 BN0657'
 BN0657'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK
 BN0657'IS STAMPED DAVENPORT NO 2 1956.
 BN0657'
 BN0657'THE AZIMUTH MARK IS 38 FEET NORTHWEST OF THE CENTER OF THE
 BN0657'TRACK ROAD AND 3 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE WITNESS
 BN0657'POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0657'DAVENPORT 1956.
 BN0657
 BN0657                          STATION RECOVERY (1994)
 BN0657
 BN0657'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1185 ***********************************************************************
 CA1185  DESIGNATION -  DAVENPORT
 CA1185  PID         -  CA1185
 CA1185  STATE/COUNTY-  TX/RUNNELS
 CA1185  USGS QUAD   -  CREWS (1967)
 CA1185
 CA1185                         *CURRENT SURVEY CONTROL
 CA1185  ___________________________________________________________________
 CA1185* NAD 83(1993)-  31 55 54.13420(N)    099 50 03.24519(W)     ADJUSTED  
 CA1185* NAVD 88     -       578.     (meters)    1896.     (feet)  SCALED    
 CA1185  ___________________________________________________________________
 CA1185  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CA1185  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CA1185
 CA1185  HORZ ORDER  -  SECOND
 CA1185
 CA1185.The horizontal coordinates were established by classical geodetic methods
 CA1185.and adjusted by the National Geodetic Survey in February 1996..
 CA1185
 CA1185.The orthometric height was scaled from a topographic map.
 CA1185
 CA1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1185
 CA1185.The geoid height was determined by GEOID03.
 CA1185
 CA1185;                    North         East     Units Scale Factor Converg.
 CA1185;SPC TX C     - 3,251,209.797   747,196.787   MT  1.00001335   +0 15 25.4
 CA1185;SPC TX C     -10,666,677.48  2,451,428.13   sFT  1.00001335   +0 15 25.4
 CA1185;UTM  14      - 3,533,169.285   421,142.477   MT  0.99967669   -0 26 28.5
 CA1185
 CA1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1185!SPC TX C     -   0.99991325  x   1.00001335  =   0.99992660
 CA1185!UTM  14      -   0.99991325  x   0.99967669  =   0.99958997
 CA1185
 CA1185|---------------------------------------------------------------------|
 CA1185| PID    Reference Object                     Distance      Geod. Az  |
 CA1185|                                                           dddmmss.s |
 CA1185| CV4679 DAVENPORT RM 2                       26.325 METERS 02216     |
 CA1185| CT1127 RUNNELS GAS PROD COR MICROWAVE      APPROX.10.6 KM 0404637.9 |
 CA1185| CV4678 DAVENPORT RM 1                       24.972 METERS 09600     |
 CA1185| CA1186 CREWS DIST GEOCHEM SURVEYS MST      APPROX. 3.9 KM 1220959.7 |
 CA1185| CV4677 DAVENPORT AZ MK                                    1811850.9 |
 CA1185| CA1180 BALLINGER STANDPIPE                 APPROX.23.3 KM 2070713.2 |
 CA1185| CA1179 BALLINGER MUNICIPAL TANK            APPROX.23.3 KM 2081027.5 |
 CA1185| CB0816 ROWENA ST JOSEPH SPIRE              APPROX.37.4 KM 2123059.2 |
 CA1185| CA1202 WINTERS MUNICIPAL SOUTH TANK        APPROX.12.4 KM 2823219.2 |
 CA1185| CA1198 WINTERS ST JOHN LUTH CH SPIRE       APPROX.13.7 KM 2830009.8 |
 CA1185| CA1201 WINTERS MUNICIPAL NORTH TANK        APPROX.12.7 KM 2871912.1 |
 CA1185|---------------------------------------------------------------------|
 CA1185
 CA1185                          SUPERSEDED SURVEY CONTROL
 CA1185
 CA1185  NAD 83(1986)-  31 55 54.14161(N)    099 50 03.23114(W) AD(       ) 2
 CA1185  NAD 27      -  31 55 53.61100(N)    099 50 01.91900(W) AD(       ) 2
 CA1185
 CA1185.Superseded values are not recommended for survey control.
 CA1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1185.See file dsdata.txt to determine how the superseded data were derived.
 CA1185
 CA1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA2114233169(NAD 83)
 CA1185_MARKER: DS = TRIANGULATION STATION DISK
 CA1185_SETTING: 0 = UNSPECIFIED SETTING
 CA1185
 CA1185  HISTORY     - Date     Condition        Report By
 CA1185  HISTORY     - 1943     MONUMENTED       CGS
 CA1185  HISTORY     - 1961     GOOD             CGS
 CA1185  HISTORY     - 1961     GOOD             CGS
 CA1185
 CA1185                          STATION DESCRIPTION
 CA1185
 CA1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA1185'STATION IS ABOUT 7 MILES E OF AND 1 MILE S OF WINTERS ON A
 CA1185'PROMINENT PASTURE HILL OWNED BY HARRIS DAVENPORT AND LEASED
 CA1185'BY MR. HABRIGHT, AND IS 3/4 MILE WNW OF THE HOUSE.  THE HILL
 CA1185'IS 1/4 MILE SE OF GAP CREEK.  THE STATION IS 87 FEET E OF A N-S
 CA1185'FENCE LINE ON THE FLAT TOP OF THE HILL.  THE MARK PROJECTS 9
 CA1185'INCHES AND IS STAMPED DAVENPORT 1943.
 CA1185'
 CA1185'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 CA1185'BRONZE DISKS SET IN CONCRETE.
 CA1185'
 CA1185'REFERENCE MARK 1 IS DUE E OF THE STATION IN OPEN PASTURE FIELD.
 CA1185'IT PROJECTS ABOUT 10 INCHES.
 CA1185'
 CA1185'REFERENCE MARK 2 IS N OF THE STATION IN OPEN PASTURE FIELD.
 CA1185'IT PROJECTS ABOUT 8 INCHES.
 CA1185'
 CA1185'AZIMUTH MARK IS ABOUT 0.5 MILE S OF THE STATION, 57 FEET S OF
 CA1185'THE CENTER LINE OF THE PAVED ROAD, 51 FEET E OF THE CENTER LINE
 CA1185'OF A DIRT ROAD S, AND 20 FEET ENE OF R.E.A. POLE C00 10 9.
 CA1185'THE MARK PROJECTS ABOUT 6 INCHES.  THE AZIMUTH MARK IS REACHED
 CA1185'FROM THE ENTRANCE TO MR. DAVENPORTS YARD, BY GOING W 0.6 MILE
 CA1185'TO AZIMUTH MARK ON THE S SIDE OF ROAD.
 CA1185'
 CA1185'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 CA1185'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 CA1185'
 CA1185'THE STATION IS REACHED FROM CREWS, TEXAS, WHICH IS A SMALL
 CA1185'WELL KNOWN SETTLEMENT ABOUT 10 MILES E AND 1-1/2 MILES S OF
 CA1185'WINTERS.  FROM CREWS, GO W ON DIRT THEN PAVED ROAD FOR 2.8 MILES
 CA1185'TO CROSSROADS AND MR. DAVENPORTS HOUSE 100 YARDS NW.  GO THROUGH
 CA1185'GATE AND GO NW TO HOUSE, THEN N THROUGH WIRE YARD GATE.  KEEP
 CA1185'LEFT ON TRACK ROAD FOR 3/4 MILE WNW TO TOP OF HILL AND STATION
 CA1185'SITE.
 CA1185'
 CA1185'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CA1185
 CA1185                          STATION RECOVERY (1961)
 CA1185
 CA1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CA1185'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CA1185'FOUND IN GOOD CONDITION.  THE TO REACH FOR THE STATION AND THE
 CA1185'AZIMUTH MARK WAS FOUND TO BE COMPLETELY ADEQUATE.  THE DIRECTIONS
 CA1185'AND MEASUREMENTS WERE CHECKED IN THE FIELD AND WERE ACCURATE.
 CA1185
 CA1185                          STATION RECOVERY (1961)
 CA1185
 CA1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1185'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 CA1185'DIRECTION TO THE AZIMUTH MARK, REFERENCE MARK NO. 1 AND REFERENCE
 CA1185'MARK NO. 2 WERE VERIFIED.  THE DISTANCE TO THE REFERENCE MARKS
 CA1185'WERE VERIFIED.  THE PREVIOUS DESCRIPTION OF THE REFERENCE MARKS
 CA1185'ARE ADEQUATE.  THE STATION MARK IS 98 FEET EAST OF A FENCE AND
 CA1185'5 FEET EAST OF A METAL WITNESS POST.  THE AZIMUTH MARK IS 59
 CA1185'FEET SOUTH OF THE CENTER OF FARM ROAD 53, 57 FEET NORTHEAST
 CA1185'OF THE CENTER OF A GRAVEL ROAD, 20.5 FEET NORTHEAST OF A POWER
 CA1185'POLE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  THE
 CA1185'UNDERGROUND MARK WAS NOT CHECKED.
 CA1185'
 CA1185'FOLLOWING IS A NEW TO REACH.
 CA1185'
 CA1185'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 CA1185'FARM ROAD 53, 2 BLOCKS SOUTH OF THE BANK IN WINTERS, GO EASTERLY
 CA1185'ON FARM ROAD 53 FOR 8.45 MILES TO A GRAVEL ROAD ON THE RIGHT
 CA1185'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY, ON FARM
 CA1185'ROAD 53 FOR 0.6 MILE TO A CROSSROAD.  TURN SHARP LEFT FOR
 CA1185'0.05 MILE TO HOME OF MR. M.L. HOMBRIGHT.  PASS TO RIGHT OF
 CA1185'HOUSE TO A WIRE GATE JUST NORTH OF A MACHINE SHED.  PASS
 CA1185'THROUGH THE GATE, GO NORTH ON A TRACK ROAD FOR 0.2 MILE TO A
 CA1185'TURN IN ROAD.  TURN LEFT, WEST, ON TRACK ROAD 0.1 MILE TO A
 CA1185'FORK.  BEAR LEFT, FOLLOW TRACK ROAD WINDING AMONG TREES FOR 0.3
 CA1185'MILE TO A DIM FORK.  BEAR RIGHT FOR 75 YARDS, THEN TURN
 CA1185'RIGHT, NORTH, FOLLOW TRACK ROAD AROUND EAST END OF HILL FOR
 CA1185'0.15 MILE TO THE TOP OF HILL.  TURN LEFT, WEST, LEAVING THE
 CA1185'TRACK ROAD FOR 0.05 MILE TO THE STATION.
 CA1185'
 CA1185'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2766 ***********************************************************************
 BY2766  DESIGNATION -  DAVENPORT
 BY2766  PID         -  BY2766
 BY2766  STATE/COUNTY-  TX/ANDERSON
 BY2766  USGS QUAD   -  NORTHEAST PALESTINE (1982)
 BY2766
 BY2766                         *CURRENT SURVEY CONTROL
 BY2766  ___________________________________________________________________
 BY2766* NAD 83(1993)-  31 45 57.09734(N)    095 31 57.70045(W)     ADJUSTED  
 BY2766* NAVD 88     -       172.36   (+/-2cm)     565.5    (feet)  VERTCON   
 BY2766  ___________________________________________________________________
 BY2766  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 BY2766  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BY2766
 BY2766  HORZ ORDER  -  SECOND
 BY2766  VERT ORDER  -  THIRD ? (See Below)
 BY2766
 BY2766.The horizontal coordinates were established by classical geodetic methods
 BY2766.and adjusted by the National Geodetic Survey in February 1996..
 BY2766
 BY2766.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2766.The vertical order pertains to the NGVD 29 superseded value.
 BY2766
 BY2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2766
 BY2766.The geoid height was determined by GEOID03.
 BY2766
 BY2766;                    North         East     Units Scale Factor Converg.
 BY2766;SPC TX C     - 3,242,525.829 1,154,621.877   MT  0.99997056   +2 28 21.4
 BY2766;SPC TX C     -10,638,186.82  3,788,121.94   sFT  0.99997056   +2 28 21.4
 BY2766;UTM  15      - 3,517,275.674   260,132.457   MT  1.00030966   -1 20 02.3
 BY2766
 BY2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2766!SPC TX C     -   0.99997709  x   0.99997056  =   0.99994765
 BY2766!UTM  15      -   0.99997709  x   1.00030966  =   1.00028674
 BY2766
 BY2766|---------------------------------------------------------------------|
 BY2766| PID    Reference Object                     Distance      Geod. Az  |
 BY2766|                                                           dddmmss.s |
 BY2766| CV8350 DAVENPORT RM 1                       19.212 METERS 14406     |
 BY2766| CV8349 DAVENPORT AZ MK                                    1742843.5 |
 BY2766| CV8351 DAVENPORT RM 2                       23.782 METERS 29509     |
 BY2766|---------------------------------------------------------------------|
 BY2766
 BY2766                          SUPERSEDED SURVEY CONTROL
 BY2766
 BY2766  NAD 83(1986)-  31 45 57.10776(N)    095 31 57.68526(W) AD(       ) 2
 BY2766  NAD 27      -  31 45 56.49000(N)    095 31 56.85300(W) AD(       ) 2
 BY2766  NGVD 29 (07/19/86)  172.36   (m)          565.5    (f) LEVELING    3  
 BY2766
 BY2766.Superseded values are not recommended for survey control.
 BY2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2766.See file dsdata.txt to determine how the superseded data were derived.
 BY2766
 BY2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR6013217276(NAD 83)
 BY2766_MARKER: DS = TRIANGULATION STATION DISK
 BY2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2766
 BY2766  HISTORY     - Date     Condition        Report By
 BY2766  HISTORY     - 1942     MONUMENTED       CGS
 BY2766
 BY2766                          STATION DESCRIPTION
 BY2766
 BY2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2766'STATION IS ON A TIMBERED HILL ABOUT 6 MILES E OF PALESTINE
 BY2766'ON LAND OWNED BY MR. DAVENPORT.  IT IS ABOUT 0.1 MILE W
 BY2766'OF A DIRT ROAD, 28 FEET S BY W OF A TRIANGLE-BLAZED 16-INCH
 BY2766'TREE AND 45 FEET SW OF A WHITE REFERENCE POST.  IT IS STAMPED
 BY2766'DAVENPORT 1942 AND PROJECTS 6 INCHES.
 BY2766'
 BY2766'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2766'BRONZE DISKS SET IN CONCRETE.
 BY2766'
 BY2766'REFERENCE MARK NO. 1 IS SE OF THE STATION.  IT IS STAMPED
 BY2766'DAVENPORT NO. 1, 1942 AND PROJECTS 3 INCHES.
 BY2766'
 BY2766'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND ABOUT 30
 BY2766'FEET S OF THE CROWN OF THE HILL.  IT IS STAMPED DAVENPORT
 BY2766'NO. 2, 1942 AND PROJECTS 3 INCHES.
 BY2766'
 BY2766'AZIMUTH MARK IS S OF THE STATION, 43 FEET E OF THE CENTER
 BY2766'LINE OF A DIRT ROAD, 11 FEET S OF A NARROW TRACK ROAD AND
 BY2766'3 FEET E OF A WHITE REFERENCE POST.  IT IS STAMPED DAVENPORT
 BY2766'1942 AND PROJECTS 6 INCHES.
 BY2766'
 BY2766'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84
 BY2766'AND 287 IN THE SE EDGE OF PALESTINE GO E ON U.S. HIGHWAY
 BY2766'84 FOR 5.75 MILES TO A T-ROAD ON THE LEFT.  TURN LEFT (N)
 BY2766'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 BY2766'FOR 0.5 MILE TO A TRIANGLE-BLAZED TREE ON THE LEFT.  LEAVE
 BY2766'THE ROAD AND TURN LEFT, UPHILL, THROUGH WOODS TO THE TOP
 BY2766'OF THE HILL AND STATION.
 BY2766'
 BY2766'A 90-FOOT SIGNAL AT SOUTHERN, A 77-FOOT SIGNAL AT LANGSTON
 BY2766'AND A 90-FOOT SIGNAL AT CAMP ARE VISIBLE AT 50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1323 ***********************************************************************
 DM1323  DESIGNATION -  DAVENPORT
 DM1323  PID         -  DM1323
 DM1323  STATE/COUNTY-  TX/RED RIVER
 DM1323  USGS QUAD   -  KIOMATIA (1951)
 DM1323
 DM1323                         *CURRENT SURVEY CONTROL
 DM1323  ___________________________________________________________________
 DM1323* NAD 83(1993)-  33 54 19.52693(N)    095 08 51.62377(W)     ADJUSTED  
 DM1323* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 DM1323  ___________________________________________________________________
 DM1323  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DM1323  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DM1323
 DM1323  HORZ ORDER  -  THIRD
 DM1323
 DM1323.The horizontal coordinates were established by classical geodetic methods
 DM1323.and adjusted by the National Geodetic Survey in February 1996..
 DM1323
 DM1323.The orthometric height was scaled from a topographic map.
 DM1323
 DM1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1323
 DM1323.The geoid height was determined by GEOID03.
 DM1323
 DM1323;                    North         East     Units Scale Factor Converg.
 DM1323;SPC TXNC     - 2,253,212.888   909,989.061   MT  0.99998349   +1 49 42.0
 DM1323;SPC TXNC     - 7,392,415.95  2,985,522.44   sFT  0.99998349   +1 49 42.0
 DM1323;UTM  15      - 3,753,746.255   301,429.793   MT  1.00008610   -1 11 54.3
 DM1323
 DM1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1323!SPC TXNC     -   0.99998587  x   0.99998349  =   0.99996936
 DM1323!UTM  15      -   0.99998587  x   1.00008610  =   1.00007197
 DM1323
 DM1323|---------------------------------------------------------------------|
 DM1323| PID    Reference Object                     Distance      Geod. Az  |
 DM1323|                                                           dddmmss.s |
 DM1323| CX9410 DAVENPORT RM 1                       25.525 METERS 05853     |
 DM1323| DM1324 69 WWF USGS 1951                    114.072 METERS 16344     |
 DM1323| CX9411 DAVENPORT RM 2                       19.644 METERS 27246     |
 DM1323| CX9409 DAVENPORT AZ MK                                    3295356.4 |
 DM1323|---------------------------------------------------------------------|
 DM1323
 DM1323                          SUPERSEDED SURVEY CONTROL
 DM1323
 DM1323  NAD 83(1993)-  33 54 19.52702(N)    095 08 51.62391(W) AD(       ) 3
 DM1323  NAD 83(1986)-  33 54 19.53350(N)    095 08 51.61255(W) AD(       ) 3
 DM1323  NAD 27      -  33 54 19.15400(N)    095 08 50.79800(W) AD(       ) 3
 DM1323
 DM1323.Superseded values are not recommended for survey control.
 DM1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1323.See file dsdata.txt to determine how the superseded data were derived.
 DM1323
 DM1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT0143053746(NAD 83)
 DM1323_MARKER: DS = TRIANGULATION STATION DISK
 DM1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1323
 DM1323  HISTORY     - Date     Condition        Report By
 DM1323  HISTORY     - 1951     MONUMENTED       CGS
 DM1323  HISTORY     - 1957     MARK NOT FOUND   CGS
 DM1323
 DM1323                          STATION DESCRIPTION
 DM1323
 DM1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1323'THE STATION IS LOCATED ABOUT 4 MILES NORTH NORTHEAST OF THE SMALL
 DM1323'VILLAGE OF MANCHESTER AND 2 MILES SOUTH OF THE SMALL VILLAGE
 DM1323'OF DAVENPORT.  IT IS 66 FEET NORTH OF A FENCE CORNER AND 34 FEET
 DM1323'EAST OF A DIRT ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 DM1323'DISK IS STAMPED DAVENPORT 1951.
 DM1323'
 DM1323'REFERENCE MARK NO. 1 IS 12 FEET NORTH OF A NORTH GATE POST AND
 DM1323'1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 DM1323'DISK IS STAMPED DAVENPORT NO 1 1951.
 DM1323'
 DM1323'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE CENTERLINE OF A DIRT
 DM1323'ROAD AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS ABOUT
 DM1323'4 INCHES AND THE DISK IS STAMPED DAVENPORT NO 2 1951.
 DM1323'
 DM1323'AZIMUTH MARK IS 33 FEET SOUTH OF A LONE PECAN TREE AND 20 FEET
 DM1323'EAST OF THE CENTERLINE OF A DIRT ROAD.  THE MARK PROJECTS
 DM1323'ABOUT 4 INCHES AND THE DISK IS STAMPED DAVENPORT 1951.
 DM1323'
 DM1323'69 WWF (USGS) IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN
 DM1323'A 4 X 4 CONCRETE POST.  IT IS 63 FEET SOUTH OF A SOUTH GATE POST,
 DM1323'22 FEET WEST OF THE CENTERLINE OF A DIRT ROAD AND 1.5 FEET
 DM1323'EAST OF A RIGHT-OF-WAY FENCELINE.  THE MARK PROJECTS ABOUT
 DM1323'6 INCHES AND THE DISK IS STAMPED 69 WWF 1949.
 DM1323'
 DM1323'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1323'DAVENPORT TO 69 WWF (USGS) AND THE DISTANCE AS SHOWN ABOVE.
 DM1323'
 DM1323'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BAGWELL, GO
 DM1323'NORTH 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT (WEST) AND GO
 DM1323'0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT (NORTH) AND FOLLOW
 DM1323'MAIN TRAVELED ROAD FOR 12.2 MILES TO A T-INTERSECTION.  TURN
 DM1323'RIGHT (EAST) AND GO 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 DM1323'(NORTH) AND GO 0.4 MILES TO A T-INTERSECTION AND GEERS STORE ON
 DM1323'RIGHT.  TURN RIGHT AND GO EAST AND NORTH FOR 0.8 MILE TO A
 DM1323'FORKS.  TAKE RIGHT FORK AND GO 0.8 MILE TO A FORKS.  TAKE LEFT
 DM1323'AND FOLLOW MAIN TRAVELED ROAD FOR 1.75 MILES TO A SIDE ROAD
 DM1323'LEFT.  TURN LEFT AND FOLLOW MAIN TRAVELED ROAD FOR 2.05 MILE
 DM1323'TO STATION ON RIGHT AS DESCRIBED.
 DM1323'
 DM1323'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 DM1323'MAIN ROAD FOR 0.3 MILE TO MARK ON RIGHT AS DESCRIBED.
 DM1323'
 DM1323'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1323
 DM1323                          STATION RECOVERY (1957)
 DM1323
 DM1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1323'ONLY THE AZIMUTH MARK WAS RECOVERED.  COULD NOT LOCATE STATION
 DM1323'AND REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1146 ***********************************************************************
 CU1146  DESIGNATION -  DAVENPORT 2
 CU1146  PID         -  CU1146
 CU1146  STATE/COUNTY-  TX/BORDEN
 CU1146  USGS QUAD   -  ACKERLY (1970)
 CU1146
 CU1146                         *CURRENT SURVEY CONTROL
 CU1146  ___________________________________________________________________
 CU1146* NAD 83(1993)-  32 32 30.11747(N)    101 41 11.54022(W)     ADJUSTED  
 CU1146* NAVD 88     -       856.     (meters)    2808.     (feet)  SCALED    
 CU1146  ___________________________________________________________________
 CU1146  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 CU1146  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 CU1146
 CU1146  HORZ ORDER  -  FIRST
 CU1146
 CU1146.The horizontal coordinates were established by classical geodetic methods
 CU1146.and adjusted by the National Geodetic Survey in February 1996..
 CU1146
 CU1146.The orthometric height was scaled from a topographic map.
 CU1146
 CU1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1146
 CU1146.The geoid height was determined by GEOID03.
 CU1146
 CU1146;                    North         East     Units Scale Factor Converg.
 CU1146;SPC TXNC     - 2,101,571.746   300,749.902   MT  0.99991196   -1 44 16.5
 CU1146;SPC TXNC     - 6,894,906.64    986,710.30   sFT  0.99991196   -1 44 16.5
 CU1146;UTM  14      - 3,603,664.677   247,706.038   MT  1.00038498   -1 26 45.2
 CU1146
 CU1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1146!SPC TXNC     -   0.99986948  x   0.99991196  =   0.99978145
 CU1146!UTM  14      -   0.99986948  x   1.00038498  =   1.00025441
 CU1146
 CU1146:                Primary Azimuth Mark                     Grid Az
 CU1146:SPC TXNC     -  VEAL                                     047 17 42.4
 CU1146:UTM  14      -  VEAL                                     047 00 11.1
 CU1146
 CU1146|---------------------------------------------------------------------|
 CU1146| PID    Reference Object                     Distance      Geod. Az  |
 CU1146|                                                           dddmmss.s |
 CU1146| CU1142 VEAL                                APPROX.11.4 KM 0453325.9 |
 CU1146| CU1141 MOOR                                APPROX.12.3 KM 1072406.9 |
 CU1146| CH8750 DAVENPORT 2 RM 4                     27.394 METERS 10940     |
 CU1146| CU1115 ABRAMS                              APPROX.13.6 KM 1421503.7 |
 CU1146| CU1123 ACKERLY                             APPROX. 8.3 KM 1522310.8 |
 CU1146| CU1145 ACKERLY ATT MICROWAVE               APPROX. 3.3 KM 1781723.7 |
 CU1146| CU1121 WILKINSON                           APPROX.21.8 KM 1791025.5 |
 CU1146| CU1147 ACKERLY MUN TANK                    APPROX. 3.2 KM 2380848.2 |
 CU1146| CU1157 SULPHUR                             APPROX.10.0 KM 2933403.4 |
 CU1146| CU1153 KING 2                              APPROX.19.3 KM 3071315.8 |
 CU1146| CU1148 WASSON                              APPROX.11.0 KM 3353539.4 |
 CU1146| CH8749 DAVENPORT 2 RM 3                     13.969 METERS 35118     |
 CU1146|---------------------------------------------------------------------|
 CU1146
 CU1146                          SUPERSEDED SURVEY CONTROL
 CU1146
 CU1146  NAD 83(1986)-  32 32 30.12401(N)    101 41 11.53286(W) AD(       ) 1
 CU1146  NAD 27      -  32 32 29.72613(N)    101 41 10.04769(W) AD(       ) 1
 CU1146
 CU1146.Superseded values are not recommended for survey control.
 CU1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1146.See file dsdata.txt to determine how the superseded data were derived.
 CU1146
 CU1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB4770603665(NAD 83)
 CU1146_MARKER: DS = TRIANGULATION STATION DISK
 CU1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1146
 CU1146  HISTORY     - Date     Condition        Report By
 CU1146  HISTORY     - 1968     MONUMENTED       CGS
 CU1146
 CU1146                          STATION DESCRIPTION
 CU1146
 CU1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1146'STATION IS LOCATED ABOUT 23 MILES NORTH OF BIG SPRING, 7 MILES
 CU1146'WEST-NORTHWEST OF VEALMOOR, 2 MILES EAST OF ACKERLY, 0.05 MILE SOUTH
 CU1146'OF FARM ROAD 1584 ON THE PROPERTY OF MR. FRED THOMAS.
 CU1146'
 CU1146'TO REACH FROM THE POST OFFICE IN ACKERLY, GO NORTH ON FARM ROAD
 CU1146'2212 FOR 0.65 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, EASTERLY FOR
 CU1146'0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY 87, CROSS U.S. HIGHWAY 87
 CU1146'TO FARM ROAD 1584, CONTINUE EASTERLY ON FARM ROAD 1584 FOR 1.75
 CU1146'MILE TO A CROSS ROAD, TURN RIGHT SOUTHERLY FOR 0.05 MILE TO THE
 CU1146'STATION ON THE LEFT.
 CU1146'
 CU1146'STATION MARK IS A STANDARD DISK, STAMPED DAVENPORT 2 1968,
 CU1146'CEMENTED IN THE TOP OF A 12 INCH CONCRETE MONUMENT, WHICH IS SET
 CU1146'FLUSH WITH THE GROUND, IT IS 46 FEET SOUTH OF THE SOUTHWEST
 CU1146'CORNER OF A METAL BUILDING, 37 FEET WEST OF THE CENTER A GRAVELED
 CU1146'ROAD, 30 FEET EAST OF THE FARM LANE GRAVELED.
 CU1146'
 CU1146'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DAVENPORT 2 NO 3
 CU1146'1968, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A CONCRETE
 CU1146'DRIVE ON THE SOUTH SIDE OF A METAL BUILDING, 46 FEET WEST OF THE
 CU1146'CENTER OF A GRAVELED ROAD, 36 FEET EAST OF A GRAVELED ROAD, 0.9
 CU1146'FOOT SOUTHEAST OF THE SOUTHWEST CORNER OF A METAL BUILDING.
 CU1146'
 CU1146'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED DAVENPORT 2 NO 4 1968,
 CU1146'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS
 CU1146'1 INCH ABOVE THE GROUND, 50 FEET EAST OF THE CENTER OF A GRAVELED
 CU1146'ROAD, 12 FEET EAST-NORTHEAST OF THE WEST EDGE OF A OLD WOODEN
 CU1146'SHED, 2.3 FEET NORTH OF A SHED.
 CU1146'
 CU1146'NO AZIMUTH MARK WAS SET.
 CU1146'
 CU1146'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0182 ***********************************************************************
 AP0182  DESIGNATION -  DAVIDSON
 AP0182  PID         -  AP0182
 AP0182  STATE/COUNTY-  TX/MAVERICK
 AP0182  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0182
 AP0182                         *CURRENT SURVEY CONTROL
 AP0182  ___________________________________________________________________
 AP0182* NAD 83(1993)-  28 38 12.05044(N)    100 16 52.03678(W)     ADJUSTED  
 AP0182* NAVD 88     -       262.2    (meters)     860.     (feet)  VERTCON   
 AP0182  ___________________________________________________________________
 AP0182  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AP0182  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AP0182
 AP0182  HORZ ORDER  -  FIRST
 AP0182
 AP0182.The horizontal coordinates were established by classical geodetic methods
 AP0182.and adjusted by the National Geodetic Survey in February 1996..
 AP0182
 AP0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0182
 AP0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0182
 AP0182.The geoid height was determined by GEOID03.
 AP0182
 AP0182;                    North         East     Units Scale Factor Converg.
 AP0182;SPC TXSC     - 4,089,720.423   474,745.331   MT  0.99993693   -0 37 39.5
 AP0182;SPC TXSC     -13,417,691.09  1,557,560.31   sFT  0.99993693   -0 37 39.5
 AP0182;UTM  14      - 3,168,405.039   374,779.348   MT  0.99979351   -0 36 50.6
 AP0182
 AP0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0182!SPC TXSC     -   0.99996243  x   0.99993693  =   0.99989936
 AP0182!UTM  14      -   0.99996243  x   0.99979351  =   0.99975595
 AP0182
 AP0182|---------------------------------------------------------------------|
 AP0182| PID    Reference Object                     Distance      Geod. Az  |
 AP0182|                                                           dddmmss.s |
 AP0182| CV4686 DAVIDSON RM 2                        24.151 METERS 21206     |
 AP0182| AP0184 SINGLE GRAY SILO                    APPROX.13.7 KM 2125351.4 |
 AP0182| CV4683 DAVIDSON AZ MK                                     2643350.9 |
 AP0182| CV4685 DAVIDSON RM 1                        12.966 METERS 27521     |
 AP0182| CV4684 DAVIDSON RM                          12.960 METERS 30517     |
 AP0182|---------------------------------------------------------------------|
 AP0182
 AP0182                          SUPERSEDED SURVEY CONTROL
 AP0182
 AP0182  NAD 83(1986)-  28 38 12.04623(N)    100 16 52.01443(W) AD(       ) 1
 AP0182  NAD 27      -  28 38 11.11700(N)    100 16 50.75900(W) AD(       ) 1
 AP0182  NGVD 29 (07/19/86)  262.0    (m)          860.     (f) VERT ANG       
 AP0182
 AP0182.Superseded values are not recommended for survey control.
 AP0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0182.See file dsdata.txt to determine how the superseded data were derived.
 AP0182
 AP0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS7477968405(NAD 83)
 AP0182_MARKER: DS = TRIANGULATION STATION DISK
 AP0182_SETTING: 0 = UNSPECIFIED SETTING
 AP0182
 AP0182  HISTORY     - Date     Condition        Report By
 AP0182  HISTORY     - 1918     MONUMENTED       CGS
 AP0182  HISTORY     - 1937     GOOD             LOCSUR
 AP0182
 AP0182                          STATION DESCRIPTION
 AP0182
 AP0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0182'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF CONCRETE.
 AP0182'
 AP0182'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0182'
 AP0182'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0182'CONCRETE, 12.960 METERS (42.52 FEET) FROM THE STATION,
 AP0182'N 54 DEG 44 MIN W.
 AP0182'
 AP0182'TO REACH THE STATION FROM EAGLE PASS, TAKE THE CARRIZO SPRINGS
 AP0182'WAGON ROAD E 12.5 MILES TO THE TOP OF A REDDISH HILL WHICH
 AP0182'APPEARS VERY STEEP FROM THE E.  PASS THROUGH A WIDE WIRE GATE
 AP0182'IN THE FENCE TO THE S AND FOLLOW THIS ROAD SSE 3.3 MILES AND
 AP0182'TURN TO THE E ACROSS A FLAT RIDGE 0.4 MILE TO THE STATION.
 AP0182'AN OLD WINDMILL AND SHACK PLAINLY VISIBLE BEAR S 20 DEG E FROM
 AP0182'THE STATION.
 AP0182
 AP0182                          STATION RECOVERY (1937)
 AP0182
 AP0182'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1937
 AP0182'RECOVERED BY KARGL AERIAL SURVEYS LTD.
 AP0182'
 AP0182'CAR MAY BE DRIVEN TO WITHIN APPROXIMATELY 1/4 MILE OF THE
 AP0182'STATION WHICH IS ON A LARGE FLAT-TOP HILL.
 AP0182'
 AP0182'IMMEDIATE VICINITY VERY OPEN AND DIFFICULT TO DESCRIBE
 AP0182'CLOSELY.
 AP0182'
 AP0182'U.S. ARMY TOPOGRAPHIC SHEET ASSISTED IN LOCATING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0591 ***********************************************************************
 DP0591  DESIGNATION -  DAVIDSON
 DP0591  PID         -  DP0591
 DP0591  STATE/COUNTY-  TX/CROSBY
 DP0591  USGS QUAD   -  COLLETT SPRINGS (1966)
 DP0591
 DP0591                         *CURRENT SURVEY CONTROL
 DP0591  ___________________________________________________________________
 DP0591* NAD 83(1993)-  33 32 23.22385(N)    101 13 26.72961(W)     ADJUSTED  
 DP0591* NAVD 88     -       910.     (meters)    2986.     (feet)  SCALED    
 DP0591  ___________________________________________________________________
 DP0591  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DP0591  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 DP0591
 DP0591  HORZ ORDER  -  FIRST
 DP0591
 DP0591.The horizontal coordinates were established by classical geodetic methods
 DP0591.and adjusted by the National Geodetic Survey in February 1996..
 DP0591
 DP0591.The orthometric height was scaled from a topographic map.
 DP0591
 DP0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0591
 DP0591.The geoid height was determined by GEOID03.
 DP0591
 DP0591;                    North         East     Units Scale Factor Converg.
 DP0591;SPC TXNC     - 2,210,992.917   347,037.760   MT  0.99990881   -1 29 08.5
 DP0591;SPC TXNC     - 7,253,899.26  1,138,573.05   sFT  0.99990881   -1 29 08.5
 DP0591;UTM  14      - 3,713,345.330   293,488.615   MT  1.00012580   -1 13 45.4
 DP0591
 DP0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0591!SPC TXNC     -   0.99986109  x   0.99990881  =   0.99976991
 DP0591!UTM  14      -   0.99986109  x   1.00012580  =   0.99998687
 DP0591
 DP0591|---------------------------------------------------------------------|
 DP0591| PID    Reference Object                     Distance      Geod. Az  |
 DP0591|                                                           dddmmss.s |
 DP0591| CJ6163 DAVIDSON RM 1                        20.068 METERS 08822     |
 DP0591| CJ6164 DAVIDSON RM 2                        27.012 METERS 19334     |
 DP0591| CJ6162 DAVIDSON AZ MK                                     2473651.0 |
 DP0591| DP0598 CROSBYTON BUNGE CORP ELEVATOR       APPROX.13.5 KM 3570431.8 |
 DP0591|---------------------------------------------------------------------|
 DP0591
 DP0591                          SUPERSEDED SURVEY CONTROL
 DP0591
 DP0591  NAD 83(1993)-  33 32 23.22709(N)    101 13 26.72709(W) AD(       ) 1
 DP0591  NAD 83(1986)-  33 32 23.22819(N)    101 13 26.72249(W) AD(       ) 1
 DP0591  NAD 27      -  33 32 22.92041(N)    101 13 25.18989(W) AD(       ) 1
 DP0591
 DP0591.Superseded values are not recommended for survey control.
 DP0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0591.See file dsdata.txt to determine how the superseded data were derived.
 DP0591
 DP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9348913345(NAD 83)
 DP0591_MARKER: DS = TRIANGULATION STATION DISK
 DP0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0591_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0591
 DP0591  HISTORY     - Date     Condition        Report By
 DP0591  HISTORY     - 1968     MONUMENTED       CGS
 DP0591
 DP0591                          STATION DESCRIPTION
 DP0591
 DP0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0591'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF RALLS, 11 MILES
 DP0591'SOUTH OF CROSBYTON AND 1 MILE EAST OF FARM ROAD 651.
 DP0591'
 DP0591'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND FARM ROAD 651 IN
 DP0591'CROSBYTON, GO SOUTH ON FARM ROAD 651 FOR 7 MILES TO JUNCTION WITH
 DP0591'FARM ROAD 40, CONTINUE SOUTH FOR 1 MILE TO THE SOUTHWEST OF PASTURE
 DP0591'AND GATE IN EAST-WEST FENCE LINE (CONTINUE SOUTH FOR 0.6 MILE TO
 DP0591'AZIMUTH MARK ON LEFT), TURN LEFT, PASS THROUGH GATE AND GO EAST
 DP0591'ALONG THE NORTH SIDE OF FENCE FOR 0.5 MILE TO FENCE CORNER, TURN
 DP0591'RIGHT AND GO SOUTHEAST ALONG FENCE FOR 0.3 MILE TO STATION.
 DP0591'
 DP0591'STATION MARK, A STANDARD DISK STAMPED DAVIDSON 1968, IS SET IN THE
 DP0591'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  THE MARK IS
 DP0591'90 FEET NORTH OF FENCE AND 89 FEET NORTH OF WITNESS POST.
 DP0591'
 DP0591'REFERENCE MARK 1, A STANDARD DISK STAMPED DAVIDSON NO 1 1968, IS
 DP0591'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  THE
 DP0591'MARK IS 125 FEET NORTH OF FENCE AND 125 FEET NORTH OF FENCE AND
 DP0591'124.5 FEET NORTH OF WITNESS POST.
 DP0591'
 DP0591'REFERENCE MARK 2, A STANDARD DISK STAMPED DAVIDSON NO 2 1968, IS
 DP0591'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 DP0591'INCHES.  THE MARK IS 1 FOOT NORTH OF FENCE AND 1.8 FEET EAST OF
 DP0591'WITNESS POST.
 DP0591'
 DP0591'AZIMUTH MARK, A STANDARD DISK STAMPED DAVIDSON 1968, IS SET IN THE
 DP0591'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  THE MARK IS
 DP0591'52 FEET EAST OF CENTER OF FARM ROAD 651, 36 FEET SOUTH OF FIELD
 DP0591'ROAD, 5.5 FEET SOUTH OF WITNESS POST AND 2.5 FEET NORTH OF A POWER
 DP0591'LINE POLE.
 DP0591'
 DP0591'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2320 ***********************************************************************
 AH2320  DESIGNATION -  DAVIDSON ET
 AH2320  PID         -  AH2320
 AH2320  STATE/COUNTY-  TX/LAMB
 AH2320  USGS QUAD   -  SUDAN (1981)
 AH2320
 AH2320                         *CURRENT SURVEY CONTROL
 AH2320  ___________________________________________________________________
 AH2320* NAD 83(1993)-  34 03 15.67053(N)    102 30 27.35979(W)     ADJUSTED  
 AH2320* NAVD 88     -      1188.3    (meters)    3899.     (feet)  VERTCON   
 AH2320  ___________________________________________________________________
 AH2320  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AH2320  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AH2320
 AH2320  HORZ ORDER  -  THIRD
 AH2320
 AH2320.The horizontal coordinates were established by classical geodetic methods
 AH2320.and adjusted by the National Geodetic Survey in July 1998..
 AH2320
 AH2320.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2320
 AH2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2320
 AH2320.The geoid height was determined by GEOID03.
 AH2320
 AH2320;                    North         East     Units Scale Factor Converg.
 AH2320;SPC TXNC     - 2,271,842.870   230,074.968   MT  1.00002564   -2 11 08.6
 AH2320;SPC TXNC     - 7,453,537.82    754,837.62   sFT  1.00002564   -2 11 08.6
 AH2320;UTM  13      - 3,770,985.529   730,048.310   MT  1.00025243   +1 23 46.7
 AH2320
 AH2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2320!SPC TXNC     -   0.99981734  x   1.00002564  =   0.99984297
 AH2320!UTM  13      -   0.99981734  x   1.00025243  =   1.00006972
 AH2320
 AH2320                          SUPERSEDED SURVEY CONTROL
 AH2320
 AH2320  NGVD 29 (07/28/98) 1187.8    (m)         3897.     (f) VERT ANG       
 AH2320
 AH2320.Superseded values are not recommended for survey control.
 AH2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2320.See file dsdata.txt to determine how the superseded data were derived.
 AH2320
 AH2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT3004870986(NAD 83)
 AH2320_MARKER: DS = TRIANGULATION STATION DISK
 AH2320
 AH2320  HISTORY     - Date     Condition        Report By
 AH2320  HISTORY     - 1962     MONUMENTED       USGS
 AH2320
 AH2320                          STATION DESCRIPTION
 AH2320
 AH2320'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2320'LOCATED ABOUT 1 MI. SE. OF SUDAN, TEXAS, ALONG THE PANHANDLE AND SANTA
 AH2320'FE RAILROAD, ON TOP AND CENTER OF THE HEADER HOUSE OF THE GRAIN
 AH2320'ELEVATOR OF THE FEEDERS GRAIN, INC.
 AH2320'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---DAVIDSON-ET 1962---,
 AH2320'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE CONCRETE ROOF.
 AH2320'AZIMUTH MARK NO. 1--CENTERLINE OF THE CITY OF LUBBOCK RADIO MAST,
 AH2320'ABOUT 9 MI. NW. ALONG U.S. HIGHWAY 84 FROM SUDAN, TEXAS, IN TRUE
 AH2320'DIRECTION 133 DEGREES 20 MINUTES 25 SECONDS.
 AH2320'AZIMUTH MARK NO. 2--CENTERLINE OF THE AMHERST MUNICIPAL WATER TANK,
 AH2320'LOCATED IN AMHERST, TEXAS, ABOUT 6.5 MI., IN TRUE DIRECTION 301
 AH2320'DEGREES 11 MINUTES 58 SECONDS.
 AH2320'AZIMUTH MARK NO. 3--CENTERLINE OF THE WATER TANK AT THE POWER PLANT
 AH2320'(ABOUT 5 MI. S. OF EARTH, TEXAS), ABOUT 10 MI., IN TRUE DIRECTION 215
 AH2320'DEGREES 31 MINUTES 54 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5260 ***********************************************************************
 AH5260  DESIGNATION -  DAVIDSON ET
 AH5260  PID         -  AH5260
 AH5260  STATE/COUNTY-  TX/HOOD
 AH5260  USGS QUAD   -  TOLAR (1979)
 AH5260
 AH5260                         *CURRENT SURVEY CONTROL
 AH5260  ___________________________________________________________________
 AH5260* NAD 83(1993)-  32 23 11.10167(N)    097 59 12.16210(W)     ADJUSTED  
 AH5260* NAVD 88     -       337.9    (meters)    1109.     (feet)  VERTCON   
 AH5260  ___________________________________________________________________
 AH5260  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AH5260  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AH5260
 AH5260  HORZ ORDER  -  THIRD
 AH5260
 AH5260.The horizontal coordinates were established by classical geodetic methods
 AH5260.and adjusted by the National Geodetic Survey in July 1998..
 AH5260
 AH5260.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5260
 AH5260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5260
 AH5260.The geoid height was determined by GEOID03.
 AH5260
 AH5260;                    North         East     Units Scale Factor Converg.
 AH5260;SPC TXNC     - 2,079,932.168   648,294.593   MT  0.99993953   +0 16 47.8
 AH5260;SPC TXNC     - 6,823,910.79  2,126,946.51   sFT  0.99993953   +0 16 47.8
 AH5260;UTM  14      - 3,583,719.870   595,309.050   MT  0.99971202   +0 32 34.0
 AH5260
 AH5260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5260!SPC TXNC     -   0.99995139  x   0.99993953  =   0.99989093
 AH5260!UTM  14      -   0.99995139  x   0.99971202  =   0.99966343
 AH5260
 AH5260                          SUPERSEDED SURVEY CONTROL
 AH5260
 AH5260  NGVD 29 (07/28/98)  337.8    (m)         1108.     (f) VERT ANG       
 AH5260
 AH5260.Superseded values are not recommended for survey control.
 AH5260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5260.See file dsdata.txt to determine how the superseded data were derived.
 AH5260
 AH5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA9530983720(NAD 83)
 AH5260_MARKER: DS = TRIANGULATION STATION DISK
 AH5260_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5260_PROJECTION: FLUSH
 AH5260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5260+STABILITY: SURFACE MOTION
 AH5260
 AH5260  HISTORY     - Date     Condition        Report By
 AH5260  HISTORY     - 1959     MONUMENTED       USGS
 AH5260
 AH5260                          STATION DESCRIPTION
 AH5260
 AH5260'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5260'STATION IS LOCATED IN HOOD COUNTY, TEXAS, ABOUT 4 MI. (AIRLINE) W. OF
 AH5260'TOLAR, ABOUT 2 MI. E. AND 2.5 MI. N. OF BLUFFDALE, ON A HIGH BARE TOP
 AH5260'NEAR A CATTLE SHED ON THE DAVIDSON RANCH.
 AH5260'TO REACH THE STATION FROM THE POST OFFICE IN BLUFFDALE, GO 3.2 MI. NE.
 AH5260'ON U.S. HIGHWAY 377 TO ROCK BUILDINGS LEFT (DAVIDSON RANCH ENTRANCE).
 AH5260'TURN LEFT THROUGH IRON GATE, FOR 0.5 MI. TO T-RD. N., TURN RIGHT FOR
 AH5260'0.7 MI. TO CROSSROADS, TURN RIGHT FOR 0.35 MI. TO CATTLE SHED AND THE
 AH5260'STATION 93 FT. E. ON THE LEFT, 25 FT. N. OF RD. CENTERLINE.
 AH5260'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.2
 AH5260'FT., STAMPED---DAVIDSON-ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0467 ***********************************************************************
 AM0467  DESIGNATION -  DAVIES
 AM0467  PID         -  AM0467
 AM0467  STATE/COUNTY-  TX/MATAGORDA
 AM0467  USGS QUAD   -  CEDAR LAKES WEST (1972)
 AM0467
 AM0467                         *CURRENT SURVEY CONTROL
 AM0467  ___________________________________________________________________
 AM0467* NAD 83(1993)-  28 46 16.71568(N)    095 36 53.02295(W)     ADJUSTED  
 AM0467* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 AM0467  ___________________________________________________________________
 AM0467  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AM0467  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AM0467
 AM0467  HORZ ORDER  -  SECOND
 AM0467
 AM0467.The horizontal coordinates were established by classical geodetic methods
 AM0467.and adjusted by the National Geodetic Survey in February 1996..
 AM0467
 AM0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0467
 AM0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0467
 AM0467.The geoid height was determined by GEOID03.
 AM0467
 AM0467;                    North         East     Units Scale Factor Converg.
 AM0467;SPC TXSC     - 4,108,738.059   930,505.086   MT  0.99991127   +1 39 30.6
 AM0467;SPC TXSC     -13,480,084.78  3,052,832.10   sFT  0.99991127   +1 39 30.6
 AM0467;UTM  15      - 3,185,454.028   244,719.176   MT  1.00040430   -1 15 33.1
 AM0467
 AM0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0467!SPC TXSC     -   1.00000346  x   0.99991127  =   0.99991473
 AM0467!UTM  15      -   1.00000346  x   1.00040430  =   1.00040776
 AM0467
 AM0467:                Primary Azimuth Mark                     Grid Az
 AM0467:SPC TXSC     -  DAVIES AZ MK                             058 26 57.6
 AM0467:UTM  15      -  DAVIES AZ MK                             061 22 01.3
 AM0467
 AM0467|---------------------------------------------------------------------|
 AM0467| PID    Reference Object                     Distance      Geod. Az  |
 AM0467|                                                           dddmmss.s |
 AM0467| AM0475 DAVIES AZ MK                        APPROX. 0.6 KM 0600628.2 |
 AM0467| CV7087 DAVIES RM 1                          28.323 METERS 08924     |
 AM0467| CV7088 DAVIES RM 2                          28.304 METERS 19121     |
 AM0467|---------------------------------------------------------------------|
 AM0467
 AM0467                          SUPERSEDED SURVEY CONTROL
 AM0467
 AM0467  NAD 83(1986)-  28 46 16.72429(N)    095 36 53.00367(W) AD(       ) 2
 AM0467  NAD 27      -  28 46 15.79767(N)    095 36 52.17211(W) AD(       ) 2
 AM0467  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG       
 AM0467
 AM0467.Superseded values are not recommended for survey control.
 AM0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0467.See file dsdata.txt to determine how the superseded data were derived.
 AM0467
 AM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM4471985454(NAD 83)
 AM0467_MARKER: DS = TRIANGULATION STATION DISK
 AM0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0467+STABILITY: SURFACE MOTION
 AM0467
 AM0467  HISTORY     - Date     Condition        Report By
 AM0467  HISTORY     - 1978     MONUMENTED       NGS
 AM0467
 AM0467                          STATION DESCRIPTION
 AM0467
 AM0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0467'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF SARGENT,
 AM0467'0.3 MILE NORTH OF THE GULF, 0.2 MILE EAST OF FARM ROAD 457,
 AM0467'AND 0.1 MILE SOUTH OF THE INTRACOASTAL WATERWAY.  IT IS ON
 AM0467'PROPERTY OWNED BY JUDGE BERT HUEBNER, P.O. BOX 549, BAY
 AM0467'CITY, TEXAS 77414.
 AM0467'
 AM0467'TO REACH FROM THE SARGENT BAPTIST MISSION CHURCH WHICH IS
 AM0467'NORTH OF SARGENT, GO SOUTH ON FARM ROAD 457 FOR 5.5 MILES
 AM0467'TO THE INTRACOASTAL WATERWAY BRIDGE.  CROSS THE BRIDGE AND
 AM0467'CONTINUE SOUTH ON FARM ROAD 457 FOR 0.15 MILE TO A SHELL
 AM0467'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON THE
 AM0467'SHELL ROAD FOR 0.05 MILE TO A Y-FORK.  KEEP LEFT FORK AND
 AM0467'GO UP A SLIGHT GRADE FOR 0.15 MILE TO TOP OF GRADE AND THE
 AM0467'STATION ON THE LEFT.
 AM0467'
 AM0467'THE STATION IS A STANDARD NGS DISK
 AM0467'STAMPED---DAVIES 1978---,
 AM0467'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0467'DIAMETER PROJECTING 1 INCH ABOVE THE GROUND.  IT IS
 AM0467'28 FEET WEST-SOUTHWEST FROM THE APPROXIMATE CENTER OF THE
 AM0467'SHELL ROAD, 26 FEET SOUTHWEST FROM A POWER POLE, AND
 AM0467'3.7 FEET NORTHEAST FROM A WITNESS POST.
 AM0467'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AM0467'STAMPED---DAVIES 1978---,
 AM0467'SET INTO AN IRREGULAR MASS OF CONCRETE 3.5 FEET BELOW THE
 AM0467'GROUND.
 AM0467'
 AM0467'REFERENCE MARK 1 IS A STANDARD NGS DISK
 AM0467'STAMPED---DAVIES NO 1 1978---,
 AM0467'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0467'DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AM0467'25 FEET SOUTHEAST FROM THE APPROXIMATE CENTER OF THE SHELL
 AM0467'ROAD AND 3.7 FEET SOUTH-SOUTHWEST FROM A WITNESS POST.
 AM0467'
 AM0467'REFERENCE MARK 2 IS A STANDARD NGS DISK
 AM0467'STAMPED---DAVIES NO 2 1978---,
 AM0467'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0467'DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AM0467'22 FEET SOUTHEAST FROM THE APPROXIMATE CENTER OF THE SHELL
 AM0467'ROAD AND 3.5 FEET NORTH-NORTHEAST FROM A WITNESS POST.
 AM0467'
 AM0467'AZIMUTH MARK IS A STANDARD NGS DISK
 AM0467'STAMPED---DAVIES 1978---,
 AM0467'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0467'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AM0467'25 FEET WEST-SOUTHWEST FROM THE APPROXIMATE CENTER OF THE
 AM0467'SHELL ROAD, 4.5 FEET SOUTH FROM A POWER POLE, AND
 AM0467'2.5 FEET EAST FROM A METAL WITNESS POST.
 AM0467'
 AM0467'TO REACH THE AZIMUTH MARK FROM THE STATION PROCEED
 AM0467'NORTHEASTERLY ON THE SHELL ROAD FOR 0.4 MILE TO A SMALL RISE
 AM0467'AND THE AZIMUTH MARK ON THE LEFT.
 AM0467'
 AM0467'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0475 ***********************************************************************
 AM0475  DESIGNATION -  DAVIES AZ MK
 AM0475  PID         -  AM0475
 AM0475  STATE/COUNTY-  TX/MATAGORDA
 AM0475  USGS QUAD   -  CEDAR LAKES WEST (1972)
 AM0475
 AM0475                         *CURRENT SURVEY CONTROL
 AM0475  ___________________________________________________________________
 AM0475* NAD 83(1993)-  28 46 27.21570(N)    095 36 32.29043(W)     ADJUSTED  
 AM0475* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 AM0475  ___________________________________________________________________
 AM0475  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AM0475  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0475
 AM0475  HORZ ORDER  -  SECOND
 AM0475
 AM0475.The horizontal coordinates were established by classical geodetic methods
 AM0475.and adjusted by the National Geodetic Survey in February 1996..
 AM0475
 AM0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0475
 AM0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0475
 AM0475.The geoid height was determined by GEOID03.
 AM0475
 AM0475;                    North         East     Units Scale Factor Converg.
 AM0475;SPC TXSC     - 4,109,077.444   931,057.813   MT  0.99991077   +1 39 40.7
 AM0475;SPC TXSC     -13,481,198.25  3,054,645.51   sFT  0.99991077   +1 39 40.7
 AM0475;UTM  15      - 3,185,764.990   245,288.743   MT  1.00040072   -1 15 23.5
 AM0475
 AM0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0475!SPC TXSC     -   1.00000342  x   0.99991077  =   0.99991419
 AM0475!UTM  15      -   1.00000342  x   1.00040072  =   1.00040415
 AM0475
 AM0475                          SUPERSEDED SURVEY CONTROL
 AM0475
 AM0475  NAD 83(1986)-  28 46 27.22431(N)    095 36 32.27115(W) AD(       ) 2
 AM0475  NAD 27      -  28 46 26.29876(N)    095 36 31.44060(W) AD(       ) 2
 AM0475  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG       
 AM0475
 AM0475.Superseded values are not recommended for survey control.
 AM0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0475.See file dsdata.txt to determine how the superseded data were derived.
 AM0475
 AM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM4528985765(NAD 83)
 AM0475_MARKER: DZ = AZIMUTH MARK DISK
 AM0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0475_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0475+STABILITY: SURFACE MOTION
 AM0475
 AM0475  HISTORY     - Date     Condition        Report By
 AM0475  HISTORY     - 1978     MONUMENTED       NGS
 AM0475
 AM0475                          STATION DESCRIPTION
 AM0475
 AM0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0475'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF SARGENT,
 AM0475'0.6 MILE EAST OF FARM ROAD 457, ABOUT 0.1 MILE SOUTH OF THE
 AM0475'INTRACOASTAL WATERWAY, AND ON THE SHELL ROAD RIGHT-OF-WAY.
 AM0475'
 AM0475'TO REACH FROM THE SARGENT BAPTIST MISSION CHURCH WHICH IS
 AM0475'NORTH OF SARGENT, GO SOUTH ON FARM ROAD 457 FOR 5.5 MILES
 AM0475'TO THE INTRACOASTAL WATERWAY BRIDGE.  CROSS THE BRIDGE AND
 AM0475'CONTINUE SOUTH ON FARM ROAD 457 FOR 0.15 MILE TO A SHELL
 AM0475'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON THE
 AM0475'SHELL ROAD FOR 0.05 MILE TO A Y-FORK.  KEEP LEFT FORK AND
 AM0475'GO UP A SLIGHT GRADE FOR 0.15 MILE TO TOP OF THE GRADE AND
 AM0475'STATION DAVIES ON THE LEFT.  CONTINUE NORTHEAST ON THE
 AM0475'SHELL ROAD FOR 0.4 MILE TO ANOTHER SMALL RISE AND THE
 AM0475'STATION ON THE LEFT.
 AM0475'
 AM0475'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AM0475'STAMPED---DAVIES 1978---,
 AM0475'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0475'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AM0475'25 FEET WEST-SOUTHWEST FROM THE APPROXIMATE CENTER OF THE
 AM0475'SHELL ROAD, 4.5 FEET SOUTH FROM A POWER POLE, AND
 AM0475'2.5 FEET EAST FROM A METAL WITNESS POST.
 AM0475'
 AM0475'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0990 ***********************************************************************
 AW0990  DESIGNATION -  DAVIS
 AW0990  PID         -  AW0990
 AW0990  STATE/COUNTY-  TX/HARRIS
 AW0990  USGS QUAD   -  LA PORTE (1982)
 AW0990
 AW0990                         *CURRENT SURVEY CONTROL
 AW0990  ___________________________________________________________________
 AW0990* NAD 83(1993)-  29 44 09.72432(N)    095 01 39.37341(W)     ADJUSTED  
 AW0990* NAVD 88     -         6.53   (+/-2cm)      21.4    (feet)  VERTCON   
 AW0990  ___________________________________________________________________
 AW0990  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW0990  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0990
 AW0990  HORZ ORDER  -  FIRST
 AW0990  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0990
 AW0990.The horizontal coordinates were established by classical geodetic methods
 AW0990.and adjusted by the National Geodetic Survey in February 1996..
 AW0990
 AW0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0990.The vertical order pertains to the NGVD 29 superseded value.
 AW0990
 AW0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0990
 AW0990.The geoid height was determined by GEOID03.
 AW0990
 AW0990;                    North         East     Units Scale Factor Converg.
 AW0990;SPC TXSC     - 4,217,396.240   984,174.979   MT  0.99988766   +1 56 46.1
 AW0990;SPC TXSC     -13,836,574.16  3,228,914.08   sFT  0.99988766   +1 56 46.1
 AW0990;UTM  15      - 3,291,257.882   303,905.900   MT  1.00007447   -1 00 21.7
 AW0990
 AW0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0990!SPC TXSC     -   1.00000325  x   0.99988766  =   0.99989091
 AW0990!UTM  15      -   1.00000325  x   1.00007447  =   1.00007772
 AW0990
 AW0990|---------------------------------------------------------------------|
 AW0990| PID    Reference Object                     Distance      Geod. Az  |
 AW0990|                                                           dddmmss.s |
 AW0990| CV7091 DAVIS RM 4                           18.131 METERS 05951     |
 AW0990| CV7090 DAVIS RM 2                                         0855140.1 |
 AW0990| AW6152 PELLY MUNICIPAL TANK                APPROX. 5.2 KM 1061909.9 |
 AW0990| AW6361 BAYTOWN WATER TANK                  APPROX. 2.1 KM 1065245.0 |
 AW0990| AW6387 LA PORTE MUNICIPAL TANK             APPROX. 7.9 KM 1765848.0 |
 AW0990| CV7089 DAVIS RM                             22.174 METERS 35611     |
 AW0990| AW0956 DAVIS RM 1                           66.883 METERS 35825     |
 AW0990|---------------------------------------------------------------------|
 AW0990
 AW0990                          SUPERSEDED SURVEY CONTROL
 AW0990
 AW0990  NAD 83(1986)-  29 44 09.74011(N)    095 01 39.35430(W) AD(       ) 1
 AW0990  NAD 27      -  29 44 08.91842(N)    095 01 38.60954(W) AD(       ) 1
 AW0990  NGVD 29 (??/??/92)    6.526  (m)           21.41   (f) ADJ UNCH    1 2
 AW0990
 AW0990.Superseded values are not recommended for survey control.
 AW0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0990.See file dsdata.txt to determine how the superseded data were derived.
 AW0990
 AW0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0390691258(NAD 83)
 AW0990_MARKER: DS = TRIANGULATION STATION DISK
 AW0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0990_STAMPING: DAVIS USE 1900 1931
 AW0990_MARK LOGO: CGS   
 AW0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0990+STABILITY: SURFACE MOTION
 AW0990
 AW0990  HISTORY     - Date     Condition        Report By
 AW0990  HISTORY     - 1931     MONUMENTED       USE
 AW0990  HISTORY     - 1931     SEE DESCRIPTION  CGS
 AW0990  HISTORY     - 1937     GOOD             TXHD
 AW0990  HISTORY     - 1938     GOOD             CGS
 AW0990  HISTORY     - 1950     GOOD             HUMBLE
 AW0990  HISTORY     - 1952     GOOD             CGS
 AW0990  HISTORY     - 1955     GOOD             CGS
 AW0990  HISTORY     - 1964     GOOD             CGS
 AW0990  HISTORY     - 1973     GOOD             NGS
 AW0990  HISTORY     - 1983     POOR             NGS
 AW0990
 AW0990                          STATION DESCRIPTION
 AW0990
 AW0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW0990'ESTABLISHED BY UNITED STATES ENGINEERS IN 1900, ON E SHORE
 AW0990'OF SCOTT BAY, ON OLD DAVIS PLACE NEAR MIDWAY LANDING, ABOUT
 AW0990'1-1/4 MILES NW OF HUMBLE REFINERY AT BAYTOWN, 3/4 MILE
 AW0990'N OF HUMBLE DOCKS ON HOUSTON SHIP CHANNEL, AND 200 YARDS
 AW0990'SW OF PAVED ROAD LEADING NW FROM BAYTOWN TO HOUSTON.  LAND
 AW0990'IS OWNED AND OCCUPIED BY MR. DAVIS.  STATION IS ABOUT 40
 AW0990'YARDS S OF HIS HOUSE, ON A SHELL HILL, 50 YARDS FROM BAY.
 AW0990'
 AW0990'ORIGINAL SURFACE MARK WAS UNITED STATES ENGINEERS STANDARD
 AW0990'CAST-IRON STATION MARK PROJECTING 3 INCHES.  ORIGINAL UNDERGROUND
 AW0990'MARK WAS BRASS PLUG IN SANDSTONE BLOCK ABOUT 2 FEET BELOW
 AW0990'SURFACE.  MARK FOUND IN 1930 WAS 3-INCH PIPE WITH CAP MISSING.
 AW0990'IN 1931 OLD SURFACE AND UNDERGROUND MARKS REMOVED AND STATION
 AW0990'REMARKED WITH STANDARD DISK STATION MARKS IN CONCRETE.
 AW0990'ORIGINALLY TWO UNITED STATES ENGINEERS STANDARD
 AW0990'CAST-IRON REFERENCE MARKS WERE ESTABLISHED, PROJECTING 3
 AW0990'INCHES ABOVE SURFACE OF GROUND, 100 FEET DISTANT, ONE
 AW0990'S 65 DEG 24 MIN W OTHER N 77 DEG 51 MIN W.
 AW0990'
 AW0990'IN 1931 ORIGINAL REFERENCE MARKS NOT RECOVERED, BUT ONE
 AW0990'OLD COAST AND GEODETIC SURVEY STANDARD REFERENCE DISK IN
 AW0990'6-INCH CONCRETE POST WAS RECOVERED 72.75 FEET FROM STATION,
 AW0990'N 03 DEG 43 MIN W, AND TWO NEW STANDARD REFERENCE
 AW0990'DISKS WERE SET IN CONCRETE.
 AW0990'
 AW0990'REFERENCE MARK 1 IS 30 FEET W OF CONCRETE PIER UNDER WINDOW
 AW0990'IN W END OF THE DAVIS HOUSE AND 219.2 FEET FROM STATION
 AW0990'
 AW0990'REFERENCE MARK 2 IS 3 FEET W OF FENCE ON W SIDE OF STREET,
 AW0990'45 FEET W OF CENTER LINE OF ROAD, ON RANGE WITH E END OF
 AW0990'LARGE SIGNBOARD ON BANK OF CHANNEL AND FIRST SHORT STEEL
 AW0990'TRANSMISSION TOWER ON S SIDE OF CHANNEL, AND APPROXIMATELY
 AW0990'1/4 MILE FROM STATION N 85 DEG 48 MIN E.
 AW0990
 AW0990                          STATION RECOVERY (1937)
 AW0990
 AW0990'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW0990'STATION RECOVERED AND APPARENTLY IN GOOD CONDITION.  STATION
 AW0990'SURFACE MARK COMPLETELY COVERED WITH UNDERBRUSH AND BRIER.
 AW0990'DESCRIPTION SATISFACTORY, EXCEPT LAND IS OWNED BY HUMBLE OIL
 AW0990'AND REFINING CO. INSTEAD OF MR. DAVIS AS STATED.  NO ATTEMPT
 AW0990'MADE TO LOCATE REFERENCE MARKS.
 AW0990
 AW0990                          STATION RECOVERY (1938)
 AW0990
 AW0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AW0990'STATION IS LOCATED ABOUT 1 MILE NW OF BAYTOWN, ON THE FIRST
 AW0990'PROMINENT WOODED POINT ON THE E SHORE OF SCOTT BAY.  A PAVED
 AW0990'HIGHWAY PASSES ABOUT 300 YARDS TO THE E OF STATION AND A
 AW0990'TRANSMISSION LINE WITH 200-FOOT CENTER TOWERS CROSSES HOUSTON
 AW0990'SHIP CHANNEL ABOUT 1/4 MILE S OF STATION.  IN THE IMMEDIATE
 AW0990'VICINITY OF THE STATION THE GROUND IS COVERED WITH THICK
 AW0990'BRUSH WITH TALL TREES ABOUT 80 METERS TO THE E.  MARK IS ABOUT
 AW0990'50 METERS FROM THE SHORELINE.  A LARGE HOLE HAS BEEN DUG ON
 AW0990'THE BAY SIDE OF STATION MARK AND ONE FACE OF PIER EXPOSED FOR
 AW0990'ABOUT 2 FEET.  HOWEVER, MARK WAS SOLID AND HAD NOT BEEN
 AW0990'DISTURBED.  THE HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION HAS
 AW0990'BEEN DESTROYED.
 AW0990'
 AW0990'REFERENCE MARKS 1 AND 2 AND AN UNSTAMPED REFERENCE MARK
 AW0990'WERE RECOVERED AS DESCRIBED.
 AW0990
 AW0990                          STATION RECOVERY (1950)
 AW0990
 AW0990'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1950
 AW0990'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 AW0990'
 AW0990'DESCRIPTION SAME AS G.C.M. 1938 RECOVERY.  STATION IS 100
 AW0990'FEET E OF SHORELINE OF SCOTTS BAY.
 AW0990'
 AW0990'REFERENCE MARK 1 IS 120 FEET E OF SHORELINE OF SCOTTS BAY.
 AW0990
 AW0990                          STATION RECOVERY (1952)
 AW0990
 AW0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW0990'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AW0990'A REVISED DESCRIPTION FOLLOWS--
 AW0990'
 AW0990'STATION IS LOCATED APPROXIMATELY 1.3 MILES NW OF BAYTOWN,
 AW0990'ON THE FIRST PROMINENT WOODED POINT ON THE E SIDE OF SCOTT
 AW0990'BAY.  TO REACH FROM THE POST OFFICE IN BAYTOWN, GO W ON
 AW0990'MARKET STREET ROAD 0.2 MILE TO TRAFFIC LIGHT, TURN RIGHT
 AW0990'(NW) AND FOLLOW MARKET STREET ROAD 1.1 MILES TO AZIMUTH MARK
 AW0990'ON LEFT.  CONTINUE 0.05 MILE TO SHELL DRIVEOUT AND DIM TRAIL
 AW0990'LEADING LEFT (W), TURN LEFT AND FOLLOW DIM TRAIL ACROSS
 AW0990'S SIDE OF CLEARING TO SCOTT BAY AND THE STATION.
 AW0990'
 AW0990'STATION IS ON THE SLOPE OF A SHELL KNOLL TOWARD THE BAY FROM
 AW0990'THE HIGHEST POINT OF THE KNOLL, 58 FEET N OF THE SW CORNER
 AW0990'OF THE CLEARING (MEASURED ON LINE WITH LA PORTE MUNICIPAL
 AW0990'TANK), 36 FEET NE OF THE LINE OF HEAVY TREES ALONG THE
 AW0990'BAY SHORE, 50 FEET SW OF THE CLUMP OF TREES ON THE HIGHEST
 AW0990'PART OF THE HILL, 7 FEET SW OF A 5-INCH BLACK GUM TREE
 AW0990'COVERED WITH WILD GRAPE VINES, AND 3 FEET W OF A WITNESS
 AW0990'POST.  SHELL HAS BEEN DUG FROM AROUND THE STATION ON THE
 AW0990'BAY SIDE AND 2 FEET OF THE SURFACE MARK IS EXPOSED.  THE
 AW0990'STATION WAS COVERED BY BRUSH AND VINES WHEN RECOVERED.
 AW0990'
 AW0990'STATION MARK IS A STANDARD DISK, STAMPED DAVIS USE 1900
 AW0990'1931 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW0990'PROJECTING 6 INCHES EXCEPT FOR 2-FOOT EXPOSURE MENTIONED
 AW0990'PREVIOUSLY.
 AW0990'
 AW0990'REFERENCE MARK 1 IS 219.2 FEET N OF THE STATION, NEAR THE
 AW0990'N END OF THE CLEARING AND ON THE HIGHEST GROUND IN THE IMMEDIATE
 AW0990'VICINITY, 33 FEET E OF THE LINE OF THICK TREES ALONG THE BAY
 AW0990'SHORE, 55 FEET W OF THE CORNER OF THE TREE LINE TO THE E,
 AW0990'60 FEET SW OF A LARGE OAK TREE WITH MOSS ON ITS BRANCHES,
 AW0990'AND 1.5 FEET S OF A WITNESS POST.  IT IS A STANDARD DISK,
 AW0990'STAMPED DAVIS USE 1900 NO 1 1931 AND SET IN THE TOP OF A
 AW0990'12-INCH SQUARE CONCRETE MONUMENT PROJECTING 0.5 FOOT.
 AW0990'
 AW0990'REFERENCE MARK 2 IS APPROXIMATELY 1,200 FEET E OF THE STATION
 AW0990'ALONG MARKET STREET ROAD, 203 FEET SE OF THE SE CORNER OF
 AW0990'A SHELL DRIVEOUT, 52 FEET W OF THE CENTER LINE OF MARKET
 AW0990'STREET ROAD, AND 2 FEET W OF A FENCE.  IT IS A STANDARD
 AW0990'DISK, STAMPED DAVIS USE 1900 NO 2 1931 AND SET IN THE TOP
 AW0990'OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 1 FOOT.
 AW0990
 AW0990                          STATION RECOVERY (1955)
 AW0990
 AW0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW0990'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 AW0990'CONDITION.  REFERENCE MARK 3 IS DESTROYED.  THE DISK WAS
 AW0990'FOUND LYING AT THE STATION.  REFERENCE MARK 4 WAS ESTABLISHED.
 AW0990'REVISED DESCRIPTION FOLLOWS--
 AW0990'
 AW0990'LOCATED 1.3 MI. NW OF BAYTOWN.  TO REACH FROM THE POST OFFICE
 AW0990'IN BAYTOWN, GO W ON MARKET STREET ROAD FOR 0.2 MI. TO A
 AW0990'CAUTION LIGHT, TURN RIGHT AND FOLLOW MARKET STREET ROAD FOR
 AW0990'1.1 MI. TO THE AZIMUTH MARK (REFERENCE MARK 2) ON THE LEFT,
 AW0990'CONTINUE FOR 0.05 MI. TO A SHELL TRAIL, TURN LEFT AND FOLLOW
 AW0990'THE WINDING TRAIL FOR 0.15 MI. TO THE POINT AND THE STATION.
 AW0990'
 AW0990'STATION IS ON THE HIGHEST PART OF A SHELL KNOLL, APPROXIMATELY
 AW0990'100 FT. FROM THE BAY SHORE, AND 3 FT. W OF A WITNESS POST.
 AW0990'EXCAVATIONS HAVE BEEN MADE IN THE STATION AREA, AND THE
 AW0990'DESCRIPTION WILL PROBABLY BE OUT OF DATE SOON.  A STANDARD
 AW0990'DISK, STAMPED DAVIS USE 1900 1931 AND SET IN THE TOP OF A
 AW0990'12-IN. SQUARE CONCRETE MONUMENT PROJECTING 0.5 FT.
 AW0990'
 AW0990'REFERENCE MARK 1 IS 219 FT. N OF THE STATION, ON THE HIGHEST
 AW0990'GROUND IN THE VICINITY, 60 FT. SW OF A LARGE OAK TREE, AND 1.5
 AW0990'FT. S OF A WITNESS POST.  A STANDARD DISK, STAMPED DAVIS
 AW0990'NO 1 USE 1900 1931 AND SET IN THE TOP OF A 12-IN. SQUARE
 AW0990'CONCRETE MONUMENT PROJECTING 0.5 FT.
 AW0990'
 AW0990'REFERENCE MARK 2 (AZIMUTH MARK) IS APPROXIMATELY 1200 FT. E
 AW0990'OF THE STATION ALONG MARKET STREET ROAD, 52 FT. SW OF THE
 AW0990'CENTERLINE OF THE ROAD, AND 2 FT. W OF A FENCE.  A STANDARD
 AW0990'DISK, STAMPED DAVIS USE 1900 1931 NO 2 AND SET IN THE TOP
 AW0990'OF A 12-IN. SQUARE CONCRETE MONUMENT PROJECTING 1 FT.
 AW0990'
 AW0990'REFERENCE MARK 4 IS NE OF THE STATION, ON TOP OF A SPOIL
 AW0990'BANK.  A STANDARD DISK, STAMPED DAVIS NO 4 USE 1900-1931 AND
 AW0990'SET IN THE TOP OF A 6-IN. CONCRETE PILE PROJECTING 0.5 FT.
 AW0990'
 AW0990'THE FOLLOWING DISTANCES AND DIRECTIONS WERE OBSERVED--
 AW0990'
 AW0990'OBSERVATIONS WERE MADE FROM A 64-FT. TOWER.
 AW0990
 AW0990                          STATION RECOVERY (1964)
 AW0990
 AW0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0990'THIS MARK WAS RECOVERED AS DESCRIBED.
 AW0990'
 AW0990'R.M. 1 WAS RECOVERED AS DESCRIBED.
 AW0990'
 AW0990'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW0990
 AW0990                          STATION RECOVERY (1973)
 AW0990
 AW0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0990'1.5 MI NW FROM BAYTOWN.
 AW0990'ABOUT 0.15 MILE SOUTHWEST ALONG MARKET ST. FROM THE SUB-STATION A POST
 AW0990'OFFICE AT BAYTOWN, THENCE 1.15 MILES NORTHWEST ALONG BAYWAY DR.,
 AW0990'THENCE 0.2 MILE SOUTHWEST ALONG A ROW OF POWER POLES TO THE NORTHEAST
 AW0990'SHORE OF SCOTT BAY, ABOUT 135 FEET EAST OF THE WATER LINE OF SCOTT
 AW0990'BAY, ON TOP OF A 60 X 75 FT. DIRT MOUND, ABOUT 12 FEET ABOVE THE
 AW0990'NORMAL SURROUNDING, 204 FEET WEST OF A POWER POLE BRACED BY A GUY WIRE
 AW0990'AND METER CONTROL BOX, AND ABOUT 50 YARDS NORTHEAST OF A HUMBLE PIPE
 AW0990'LINE SIGN, AND IS A TRIANGULATION STATION DISK SET IN THE TOP OF A
 AW0990'CONCRETE POST PROJECTING 5 INCHES.  NOTE-- DO NOT REMOVE DATE FROM
 AW0990'DESIGNATION.
 AW0990
 AW0990                          STATION RECOVERY (1983)
 AW0990
 AW0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0990'MARK FOUND LYING ON TOP OF GROUND, DISK INTACT, NOT REMOVED THIS DATE,
 AW0990'NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0446 ***********************************************************************
 BP0446  DESIGNATION -  DAVIS
 BP0446  PID         -  BP0446
 BP0446  STATE/COUNTY-  TX/JEFF DAVIS
 BP0446  USGS QUAD   -  FORT DAVIS (1972)
 BP0446
 BP0446                         *CURRENT SURVEY CONTROL
 BP0446  ___________________________________________________________________
 BP0446* NAD 83(1993)-  30 34 32.25036(N)    103 52 44.00474(W)     ADJUSTED  
 BP0446* NAVD 88     -      1510.240  (meters)    4954.85   (feet)  ADJUSTED  
 BP0446  ___________________________________________________________________
 BP0446  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BP0446  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 BP0446  DYNAMIC HT  -        1507.772 (meters)    4946.75  (feet)  COMP
 BP0446  MODELED GRAV-     978,953.5   (mgal)                       NAVD 88
 BP0446  OBS GRAVITY -     978,953.1   (mgal)                       GRAV_OBS
 BP0446
 BP0446  HORZ ORDER  -  SECOND
 BP0446  VERT ORDER  -  FIRST     CLASS I
 BP0446
 BP0446.The horizontal coordinates were established by classical geodetic methods
 BP0446.and adjusted by the National Geodetic Survey in February 1996..
 BP0446
 BP0446.The orthometric height was determined by differential leveling
 BP0446.and adjusted by the National Geodetic Survey in June 1991..
 BP0446.WARNING-Repeat measurements at this control monument indicate possible
 BP0446.vertical movement.
 BP0446
 BP0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0446
 BP0446.The geoid height was determined by GEOID03.
 BP0446
 BP0446.The dynamic height is computed by dividing the NAVD 88
 BP0446.geopotential number by the normal gravity value computed on the
 BP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0446.degrees latitude (g = 980.6199 gals.).
 BP0446
 BP0446.The modeled gravity was interpolated from observed gravity values.
 BP0446.The observed gravity was obtained from relative gravimeter ties
 BP0446.to the IGSN71 gravity network.
 BP0446
 BP0446;                    North         East     Units Scale Factor Converg.
 BP0446;SPC TX C     - 3,106,182.149   359,982.421   MT  0.99990917   -1 49 34.2
 BP0446;SPC TX C     -10,190,865.93  1,181,042.33   sFT  0.99990917   -1 49 34.2
 BP0446;UTM  13      - 3,383,107.122   607,502.302   MT  0.99974257   +0 34 13.2
 BP0446
 BP0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0446!SPC TX C     -   0.99976621  x   0.99990917  =   0.99967540
 BP0446!UTM  13      -   0.99976621  x   0.99974257  =   0.99950884
 BP0446
 BP0446|---------------------------------------------------------------------|
 BP0446| PID    Reference Object                     Distance      Geod. Az  |
 BP0446|                                                           dddmmss.s |
 BP0446| BP0447 DAVIS RM 1                           19.233 METERS 14516     |
 BP0446| BP0445 DAVIS RM 2                           34.942 METERS 20904     |
 BP0446| BP0940 FORT DAVIS JEFF DAVIS CO CTHSE      APPROX. 2.1 KM 3122231.8 |
 BP0446| BP0939 FORT DAVIS PRESB CHURCH SPIRE       APPROX. 2.5 KM 3210820.8 |
 BP0446| BP0449 DAVIS AZ MK                                        3573944.1 |
 BP0446|---------------------------------------------------------------------|
 BP0446
 BP0446                          SUPERSEDED SURVEY CONTROL
 BP0446
 BP0446  NAD 83(1986)-  30 34 32.25080(N)    103 52 44.00254(W) AD(       ) 2
 BP0446  NAD 27      -  30 34 31.68900(N)    103 52 42.35400(W) AD(       ) 2
 BP0446  NGVD 29 (??/??/92) 1509.702  (m)         4953.08   (f) ADJ UNCH    1 1
 BP0446
 BP0446.Superseded values are not recommended for survey control.
 BP0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0446.See file dsdata.txt to determine how the superseded data were derived.
 BP0446
 BP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0750283107(NAD 83)
 BP0446_MARKER: DS = TRIANGULATION STATION DISK
 BP0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0446_STAMPING: DAVIS 1942
 BP0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0446+STABILITY: SURFACE MOTION
 BP0446
 BP0446  HISTORY     - Date     Condition        Report By
 BP0446  HISTORY     - 1942     MONUMENTED       CGS
 BP0446  HISTORY     - 1958     GOOD             NGS
 BP0446  HISTORY     - 1968     GOOD             CGS
 BP0446  HISTORY     - 1977     GOOD             NGS
 BP0446  HISTORY     - 1988     GOOD             USPSQD
 BP0446  HISTORY     - 1989     GOOD             USPSQD
 BP0446  HISTORY     - 19961007 GOOD             USPSQD
 BP0446  HISTORY     - 20030322 GOOD             USPSQD
 BP0446
 BP0446                          STATION DESCRIPTION
 BP0446
 BP0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0446'STATION IS LOCATED, BY AIR LINE DISTANCES, ABOUT 1 MILE SE
 BP0446'OF FORT DAVIS, AND 21 MILES NW OF ALPINE, ALONG THE HIGHWAY
 BP0446'BETWEEN THE TWO TOWNS, AT THE SUMMIT OF A PASS.
 BP0446'
 BP0446'SURFACE MARK IS A STANDARD DISK, STAMPED DAVIS 1942, SET
 BP0446'IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES ABOVE THE
 BP0446'GROUND.  IT IS 55 FEET NE OF THE CENTER LINE OF THE HIGHWAY,
 BP0446'5 FEET NE OF A WIRE FENCE, 6.0 FEET NE OF A WHITE WITNESS
 BP0446'POST, ABOUT 100 YARDS SE OF A GATE, AND 35.0 FEET SE OF
 BP0446'HIGHWAY RIGHT-OF-WAY POST NO. 135 00.
 BP0446'
 BP0446'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 BP0446'
 BP0446'REFERENCE MARK NO. 1 IS 4 FEET NE OF THE FENCE, A STANDARD
 BP0446'DISK, STAMPED DAVIS 1942 NO. 1, SET IN TOP OF A SQUARE CONCRETE
 BP0446'POST THAT IS FLUSH WITH THE GROUND.
 BP0446'
 BP0446'REFERENCE MARK NO. 2 IS 45 FEET SW OF THE CENTER LINE OF THE
 BP0446'HIGHWAY, 2 FEET NE OF A FENCE, AND 5 FEET N OF A GATEPOST,
 BP0446'A STANDARD DISK, STAMPED DAVIS 1942 NO. 2, SET IN TOP OF A
 BP0446'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 BP0446'
 BP0446'THE AZIMUTH MARK IS AT THE S END OF A ROCKY KNOLL, ABOUT 100
 BP0446'FEET NE OF A FENCE, A STANDARD DISK, STAMPED DAVIS 1942,
 BP0446'CEMENTED IN A DRILL HOLE IN A BOULDER.
 BP0446'
 BP0446'TO REACH FROM COURTHOUSE IN FORT DAVIS GO SE ON STATE HIGHWAY
 BP0446'118, TOWARD ALPINE, 1.25 MILES TO TOP OF HILL AND STATION.
 BP0446
 BP0446                          STATION RECOVERY (1958)
 BP0446
 BP0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0446'1.3 MI SE FROM FORT DAVIS.
 BP0446'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0446'COURTHOUSE AT FORT DAVIS, 55 FEET NORTHEAST OF THE CENTER LINE OF THE
 BP0446'HIGHWAY, ON THE CREST OF THE 2ND HILL SOUTHEAST OF FORT DAVIS, 0.3
 BP0446'MILE SOUTHEAST OF THE SAN JOSEPH CEMETERY, 114.6 FEET NORTH-NORTHEAST
 BP0446'OF AND ACROSS THE HIGHWAY FROM DAVIS R.M. 2, 63.1 FEET NORTHWEST OF
 BP0446'DAVIS R.M. 1, 5 FEET NORTHEAST OF A WOVEN WIRE FENCE, 6 FEET NORTHEAST
 BP0446'OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE POST
 BP0446'PROJECTING 6 INCHES, AND ABOUT LEVEL WITH THE HIGHWAY.
 BP0446
 BP0446                          STATION RECOVERY (1968)
 BP0446
 BP0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BP0446'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 BP0446'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 BP0446'DISTANCES AND DIRECTIONS TO ALL MARKS WERE VERIFIED.  THE
 BP0446'ORIGINAL DESCRIPTION AND ROUTE TO REACH STATION ARE ADEQUATE
 BP0446'FOR RECOVERY.  A METAL WITNESS POST SET 2 FEET SOUTHWEST
 BP0446'OF THE STATION MARK.
 BP0446'
 BP0446'HEIGHT OF LIGHT ABOVE STATION MARK--4 FEET.
 BP0446'
 BP0446'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHEAST
 BP0446
 BP0446                          STATION RECOVERY (1977)
 BP0446
 BP0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0446'RECOVERED IN GOOD CONDITION.
 BP0446
 BP0446                          STATION RECOVERY (1988)
 BP0446
 BP0446'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0446'RECOVERED IN GOOD CONDITION.
 BP0446
 BP0446                          STATION RECOVERY (1989)
 BP0446
 BP0446'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0446'RECOVERED IN GOOD CONDITION.
 BP0446
 BP0446                          STATION RECOVERY (1996)
 BP0446
 BP0446'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0446'RECOVERED IN GOOD CONDITION.
 BP0446
 BP0446                          STATION RECOVERY (2003)
 BP0446
 BP0446'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1387 ***********************************************************************
 AJ1387  DESIGNATION -  DAVIS
 AJ1387  PID         -  AJ1387
 AJ1387  STATE/COUNTY-  TX/WEBB
 AJ1387  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ1387
 AJ1387                         *CURRENT SURVEY CONTROL
 AJ1387  ___________________________________________________________________
 AJ1387* NAD 83(1993)-  27 46 07.22785(N)    099 29 50.13823(W)     ADJUSTED  
 AJ1387* NAVD 88     -       235.7    (meters)     773.     (feet)  VERTCON   
 AJ1387  ___________________________________________________________________
 AJ1387  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AJ1387  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AJ1387
 AJ1387  HORZ ORDER  -  FIRST
 AJ1387
 AJ1387.The horizontal coordinates were established by classical geodetic methods
 AJ1387.and adjusted by the National Geodetic Survey in February 1996..
 AJ1387
 AJ1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1387
 AJ1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1387
 AJ1387.The geoid height was determined by GEOID03.
 AJ1387
 AJ1387;                    North         East     Units Scale Factor Converg.
 AJ1387;SPC TX S     - 5,233,280.388   201,701.475   MT  0.99998427   -0 27 09.9
 AJ1387;SPC TX S     -17,169,520.74    661,748.92   sFT  0.99998427   -0 27 09.9
 AJ1387;UTM  14      - 3,071,676.739   451,003.720   MT  0.99962963   -0 13 54.0
 AJ1387
 AJ1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1387!SPC TX S     -   0.99996677  x   0.99998427  =   0.99995104
 AJ1387!UTM  14      -   0.99996677  x   0.99962963  =   0.99959641
 AJ1387
 AJ1387:                Primary Azimuth Mark                     Grid Az
 AJ1387:SPC TX S     -  WINDMILL SOUTH OF STA TAJONE             014 12 52.9
 AJ1387:UTM  14      -  WINDMILL SOUTH OF STA TAJONE             013 59 37.0
 AJ1387
 AJ1387|---------------------------------------------------------------------|
 AJ1387| PID    Reference Object                     Distance      Geod. Az  |
 AJ1387|                                                           dddmmss.s |
 AJ1387| AJ1388 WINDMILL SOUTH OF STA TAJONE        APPROX. 5.5 KM 0134543.0 |
 AJ1387| AJ1386 WINDMILL NO WHEEL                   APPROX. 4.1 KM 0375414.7 |
 AJ1387| AJ1381 WINDMILL NE OF STA ORVIL            APPROX. 9.0 KM 1524948.4 |
 AJ1387| CV3103 DAVIS RM                             13.833 METERS 15444     |
 AJ1387| AJ1383 WINDMILL EAST OF STATION ORVIL      APPROX.14.0 KM 1635732.3 |
 AJ1387| AJ1425 WINDMILL NEAR MAVERICK              APPROX.15.5 KM 1833224.1 |
 AJ1387| AJ1421 ARSIA RANCH WINDMILL                APPROX. 3.3 KM 2153743.8 |
 AJ1387| AJ1440 TORDILLO                            APPROX.17.2 KM 2533026.3 |
 AJ1387| AJ1417 WINDMILL NE OF MARGARITA RANCH      APPROX. 4.0 KM 3271505.0 |
 AJ1387|---------------------------------------------------------------------|
 AJ1387
 AJ1387                          SUPERSEDED SURVEY CONTROL
 AJ1387
 AJ1387  NAD 83(1986)-  27 46 07.22425(N)    099 29 50.11334(W) AD(       ) 1
 AJ1387  NAD 27      -  27 46 06.18700(N)    099 29 48.97000(W) AD(       ) 1
 AJ1387  NGVD 29 (07/19/86)  235.6    (m)          773.     (f) VERT ANG       
 AJ1387
 AJ1387.Superseded values are not recommended for survey control.
 AJ1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1387.See file dsdata.txt to determine how the superseded data were derived.
 AJ1387
 AJ1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5100471677(NAD 83)
 AJ1387_MARKER: DS = TRIANGULATION STATION DISK
 AJ1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1387
 AJ1387  HISTORY     - Date     Condition        Report By
 AJ1387  HISTORY     - 1917     MONUMENTED       CGS
 AJ1387
 AJ1387                          STATION DESCRIPTION
 AJ1387
 AJ1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1387'STATION IS ON THE HIGHEST POINT OF A FLAT HILL AMONG MESQUITE
 AJ1387'BRUSH AND CACTUS, 10 MILES BY ROAD FROM WEBB RAILROAD STATION,
 AJ1387'3 MILES SE OF MARGUERITA RANCH AND 1/2 MILE S OF THE OLD ROAD
 AJ1387'LEADING EASTWARD FROM THAT RANCH.
 AJ1387'
 AJ1387'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AJ1387'
 AJ1387'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1387'
 AJ1387'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AJ1387'13.833 METERS (45.38 FEET) FROM THE STATION, S 25 DEG 16 MIN E.
 AJ1387'
 AJ1387'TO REACH THE STATION FROM WEBB RAILWAY STATION TAKE JEFFERIES
 AJ1387'RANCH ROAD NW 4-1/2 MILES TO FORKS, FOLLOW LEFT FORK TO
 AJ1387'MARGUERITA RANCH.  GO S 100 METERS (328 FEET) AND FOLLOW
 AJ1387'OLD CROOKED ROAD EASTWARD ABOUT 2-1/2 MILES TO WHERE ROAD
 AJ1387'ROUNDS N SHOULDER OF FLAT HILL.  THERE TURN S AND FOLLOW
 AJ1387'RIDGE TO HIGHEST POINT AND STATION.  FROM VICINITY OF MINERA
 AJ1387'GO TO TORDILLO SETTLEMENT AND FOLLOW ROAD NE TO CEMETERY AND
 AJ1387'CROSSROADS.  TAKE MAIN ROAD LEADING NE AND FOLLOW
 AJ1387'MAIN-TRAVELED ROAD 8 MILES TO MARGUERITA RANCH, AND ON TO
 AJ1387'STATION AS ABOVE.
 AJ1387'
 AJ1387'ELEVATION OF STATION, 235.6 METERS (773 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0647 ***********************************************************************
 AO0647  DESIGNATION -  DAVIS
 AO0647  PID         -  AO0647
 AO0647  STATE/COUNTY-  TX/ATASCOSA
 AO0647  USGS QUAD   -  GOLDFINCH (1982)
 AO0647
 AO0647                         *CURRENT SURVEY CONTROL
 AO0647  ___________________________________________________________________
 AO0647* NAD 83(1993)-  28 45 48.93450(N)    098 46 15.64400(W)     ADJUSTED  
 AO0647* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AO0647  ___________________________________________________________________
 AO0647  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AO0647  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AO0647
 AO0647  HORZ ORDER  -  FIRST
 AO0647
 AO0647.The horizontal coordinates were established by classical geodetic methods
 AO0647.and adjusted by the National Geodetic Survey in February 1996..
 AO0647
 AO0647.The orthometric height was scaled from a topographic map.
 AO0647
 AO0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0647
 AO0647.The geoid height was determined by GEOID03.
 AO0647
 AO0647;                    North         East     Units Scale Factor Converg.
 AO0647;SPC TXSC     - 4,103,120.991   622,360.929   MT  0.99991259   +0 06 43.9
 AO0647;SPC TXSC     -13,461,656.12  2,041,862.48   sFT  0.99991259   +0 06 43.9
 AO0647;UTM  14      - 3,181,815.692   522,353.985   MT  0.99960617   +0 06 36.7
 AO0647
 AO0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0647!SPC TXSC     -   0.99997598  x   0.99991259  =   0.99988857
 AO0647!UTM  14      -   0.99997598  x   0.99960617  =   0.99958216
 AO0647
 AO0647:                Primary Azimuth Mark                     Grid Az
 AO0647:SPC TXSC     -  CHARLOTTE MUNICIPAL TANK                 031 35 15.7
 AO0647:UTM  14      -  CHARLOTTE MUNICIPAL TANK                 031 35 22.9
 AO0647
 AO0647|---------------------------------------------------------------------|
 AO0647| PID    Reference Object                     Distance      Geod. Az  |
 AO0647|                                                           dddmmss.s |
 AO0647| AO0627 CHARLOTTE MUNICIPAL TANK            APPROX.12.6 KM 0314159.6 |
 AO0647| CV4691 DAVIS RM 1                           25.359 METERS 08256     |
 AO0647| AO0637 LYONS                               APPROX.11.3 KM 1033737.7 |
 AO0647| CV4692 DAVIS RM 2                           20.097 METERS 19925     |
 AO0647| CV4690 DAVIS AZ MK                                        3005154.8 |
 AO0647|---------------------------------------------------------------------|
 AO0647
 AO0647                          SUPERSEDED SURVEY CONTROL
 AO0647
 AO0647  NAD 83(1986)-  28 45 48.93844(N)    098 46 15.62251(W) AD(       ) 1
 AO0647  NAD 27      -  28 45 48.01100(N)    098 46 14.53000(W) AD(       ) 1
 AO0647
 AO0647.Superseded values are not recommended for survey control.
 AO0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0647.See file dsdata.txt to determine how the superseded data were derived.
 AO0647
 AO0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS2235481816(NAD 83)
 AO0647_MARKER: DS = TRIANGULATION STATION DISK
 AO0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0647_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0647
 AO0647  HISTORY     - Date     Condition        Report By
 AO0647  HISTORY     - 1952     MONUMENTED       CGS
 AO0647  HISTORY     - 1960     GOOD             LOCENG
 AO0647  HISTORY     - 1960     GOOD             CGS
 AO0647
 AO0647                          STATION DESCRIPTION
 AO0647
 AO0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0647'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF
 AO0647'CHARLOTTE, 0.2 MILE EAST OF STATE ROUTE 97, AND IN A GRAVEL
 AO0647'PIT ON A HIGH RIDGE ON LAND OWNED BY DR. MILTON DAVIS.
 AO0647'
 AO0647'TO REACH THE STATION FROM THE CROSSROADS AT THE WEST END
 AO0647'OF THE RAILROAD DEPOT IN CHARLOTTE.  GO SOUTHWEST ON STATE
 AO0647'ROUTE 97 FOR 7.7 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 AO0647'CONTINUE FOR 0.05 MILE TO THE TOP OF THE HILL AND A GATE
 AO0647'ON THE LEFT.  TURN LEFT THROUGH THE GATE AND FOLLOW A TRACK
 AO0647'ROAD EASTERLY FOR 0.2 MILE TO THE STATION.
 AO0647'
 AO0647'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP
 AO0647'OF A CONCRETE CYLINDER THAT PROJECTS 6 INCHES, AND THE DISK
 AO0647'IS STAMPED DAVIS 1952.
 AO0647'
 AO0647'REFERENCE MARK NO. 1 IS A STANDARD AZIMUTH MARK DISK SET
 AO0647'IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 6 INCHES,
 AO0647'AND THE DISK IS STAMPED DAVIS NO 1 1952.  IT IS THE SAME
 AO0647'ELEVATION AS THE STATION MARK.
 AO0647'
 AO0647'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 AO0647'IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 6 INCHES,
 AO0647'AND THE DISK IS STAMPED DAVIS NO 2 1952.  IT IS 2 FEET LOWER
 AO0647'THAN THE STATION MARK.
 AO0647'
 AO0647'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN
 AO0647'THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 5 INCHES, AND
 AO0647'THE DISK IS STAMPED DAVIS 1952.  IT IS 52 FEET WEST OF THE
 AO0647'CENTER LINE OF STATE ROUTE 97, 10 FEET EAST OF A FENCE LINE,
 AO0647'AND 3 FEET SOUTHEAST OF A WITNESS POST.
 AO0647'
 AO0647'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AO0647
 AO0647                          STATION RECOVERY (1960)
 AO0647
 AO0647'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (WLF)
 AO0647'RECOVERED BY PLYMOUTH OIL CO
 AO0647'
 AO0647'ALL MARKS WERE FOUND IN GOOD CONDITION.  DIRECTIONS TO REACH
 AO0647'STATION ARE GOOD.  MARKS SHOULD BE MOVED BECAUSE IF MORE
 AO0647'GRAVEL IS TAKEN FROM THIS PIT, THE MARKS WILL BE DESTROYED.
 AO0647
 AO0647                          STATION RECOVERY (1960)
 AO0647
 AO0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 AO0647'THIS STATION, THE AZIMUTH MARK AND TWO REFERENCE MARKS WERE
 AO0647'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION MARK
 AO0647'AND THE REFERENCE MARKS ARE IN AN OLD GRAVEL PIT AREA WHICH
 AO0647'IS NO LONGER USED.  THE AZIMUTH MARK IS ALONG THE HIGHWAY
 AO0647'ABOUT 0.25 MILE WEST AND BELOW THE STATION AND IS NOT VISIBLE
 AO0647'FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0467 ***********************************************************************
 BO0467  DESIGNATION -  DAVIS
 BO0467  PID         -  BO0467
 BO0467  STATE/COUNTY-  TX/SUTTON
 BO0467  USGS QUAD   -  DUNBAR DRAW NW (1982)
 BO0467
 BO0467                         *CURRENT SURVEY CONTROL
 BO0467  ___________________________________________________________________
 BO0467* NAD 83(1993)-  30 24 05.05255(N)    100 42 38.65278(W)     ADJUSTED  
 BO0467* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 BO0467  ___________________________________________________________________
 BO0467  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 BO0467  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BO0467
 BO0467  HORZ ORDER  -  SECOND
 BO0467
 BO0467.The horizontal coordinates were established by classical geodetic methods
 BO0467.and adjusted by the National Geodetic Survey in February 1996..
 BO0467
 BO0467.The orthometric height was scaled from a topographic map.
 BO0467
 BO0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0467
 BO0467.The geoid height was determined by GEOID03.
 BO0467
 BO0467;                    North         East     Units Scale Factor Converg.
 BO0467;SPC TX C     - 3,081,511.745   663,735.560   MT  0.99993618   -0 11 39.8
 BO0467;SPC TX C     -10,109,926.45  2,177,605.75   sFT  0.99993618   -0 11 39.8
 BO0467;UTM  14      - 3,364,507.279   335,659.453   MT  0.99993319   -0 51 57.3
 BO0467
 BO0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0467!SPC TX C     -   0.99989805  x   0.99993618  =   0.99983424
 BO0467!UTM  14      -   0.99989805  x   0.99993319  =   0.99983125
 BO0467
 BO0467|---------------------------------------------------------------------|
 BO0467| PID    Reference Object                     Distance      Geod. Az  |
 BO0467|                                                           dddmmss.s |
 BO0467| CV4688 DAVIS RM 1                           24.115 METERS 03211     |
 BO0467| BO0466 CAUTHORN ET                         APPROX. 9.2 KM 1455625.2 |
 BO0467| CV4689 DAVIS RM 2                           49.110 METERS 21223     |
 BO0467| CV4687 DAVIS AZ MK                                        2715014.6 |
 BO0467|---------------------------------------------------------------------|
 BO0467
 BO0467                          SUPERSEDED SURVEY CONTROL
 BO0467
 BO0467  NAD 83(1986)-  30 24 05.05270(N)    100 42 38.63942(W) AD(       ) 2
 BO0467  NAD 27      -  30 24 04.38300(N)    100 42 37.30200(W) AD(       ) 2
 BO0467
 BO0467.Superseded values are not recommended for survey control.
 BO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0467.See file dsdata.txt to determine how the superseded data were derived.
 BO0467
 BO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU3565964507(NAD 83)
 BO0467_MARKER: DS = TRIANGULATION STATION DISK
 BO0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0467
 BO0467  HISTORY     - Date     Condition        Report By
 BO0467  HISTORY     - 1944     MONUMENTED       CGS
 BO0467  HISTORY     - 1949     GOOD             CGS
 BO0467  HISTORY     - 1971     GOOD             NGS
 BO0467
 BO0467                          STATION DESCRIPTION
 BO0467
 BO0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0467'STATION IS LOCATED 12 MILES, AIR LINE, SSW OF SONORA, ABOUT
 BO0467'1.5 MILES SW OF U.S. HIGHWAY 277, ON LAND OWNED BY MRS. N.B.
 BO0467'DAVIS, ON THE HIGHEST POINT IN THE VICINITY.  IT IS ON THE HIGHEST
 BO0467'POINT OF A SLIGHTLY WOODED RIDGE, 153 FEET NE OF A
 BO0467'TRIANGULAR-BLAZED OAK TREE, 75 FEET S OF A FENCELINE, AND 8 FEET SW
 BO0467'OF A 4- BY 4-INCH WOODEN MARKER POST.
 BO0467'
 BO0467'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 BO0467'CYLINDER PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 BO0467'STAMPED DAVIS 1944.
 BO0467'
 BO0467'REFERENCE MARK 1 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 BO0467'IT IS A BRONZE REFERENCE DISK SET IN OUTCROPPING BEDROCK THAT
 BO0467'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS STAMPED DAVIS
 BO0467'NO 1 1944.
 BO0467'
 BO0467'REFERENCE MARK 2 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 BO0467'IT IS A BRONZE REFERENCE DISK SET IN OUTCROPPING BEDROCK THAT
 BO0467'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS STAMPED DAVIS
 BO0467'NO 2 1944.
 BO0467'
 BO0467'AZIMUTH MARK IS 15 FEET S OF FENCELINE AND 4 FEET E OF A 4-
 BO0467'BY 4-INCH WOODEN MARKER POST.  IT IS A BRONZE AZIMUTH DISK SET
 BO0467'IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 14 INCHES ABOVE
 BO0467'THE GROUND.  IT IS STAMPED DAVIS 1944.
 BO0467'
 BO0467'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND
 BO0467'290 AT THE S EDGE OF SONORA, GO S ON U.S. HIGHWAY 277 FOR
 BO0467'11.7 MILES TO THE JUNCTION OF GRADED DIRT ROAD AND GO W FOR 2.1
 BO0467'MILES TO FORKS, THENCE LEFT FORK THROUGH BOARD GATE AND GO
 BO0467'S ON GRADED DIRT ROAD FOR 2.5 MILES TO A TRACK ROAD COMING
 BO0467'IN FROM N.  MAKE U-TURN LEFT AND FOLLOW TRACK ROAD N AND E
 BO0467'FOR 1.8 MILES TO FORKS.  TAKE LEFT FORK AND CONTINUE E FOR 0.6
 BO0467'MILE TO TOP OF RIDGE, THENCE N ACROSS COUNTRY FOR 0.1 MILE TO
 BO0467'STATION.
 BO0467'
 BO0467'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 BO0467
 BO0467                          STATION RECOVERY (1949)
 BO0467
 BO0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (FT)
 BO0467'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BO0467'DESCRIPTION FOR REACHING STATION GOOD, EXCEPT THAT THE TRACK
 BO0467'ROAD, COMING IN FROM THE N-2.5 MILES S FROM BOARD GATE, HAS
 BO0467'BEEN REMOVED AND TRACK ROAD NOW COMES IN 1.5 MILES S OF BOARD
 BO0467'GATE ON THE LEFT SIDE OF THE GRADED DIRT ROAD.
 BO0467
 BO0467                          STATION RECOVERY (1971)
 BO0467
 BO0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 BO0467'THE STATION IS LOCATED SOUTH-SOUTHWEST 12 MILES AIRLINE DISTANCE
 BO0467'FROM SONORA, TEXAS, AND ABOUT 1 MILE WEST OF U.S. HIGHWAY 277 ON
 BO0467'LAND OWNED BY DUKE WILSON.
 BO0467'
 BO0467'TO REACH FROM SONORA, TEXAS, GO 16 MILES SOUTH ON U.S. HIGHWAY 277
 BO0467'TO RANCH ROAD 189 RIGHT, GO 3.8 MILES SOUTHWEST ON RANCH ROAD 189
 BO0467'TO WILSON RANCH ENTRANCE RIGHT, GO 5.1 MILES NORTH-NORTHWEST ON
 BO0467'BLADED ROAD TO TRACK ROAD RIGHT 0.1 MILE NORTHEAST OF RANCH HOUSE,
 BO0467'GO 1.2 MILES NORTH ON TRACK ROAD TO ROAD FORK RIGHT, GO 1.7 MILES
 BO0467'EAST ON TRACK ROAD TO DIM TRACK ROAD LEFT AT TOP OF HILL, GO 0.4
 BO0467'MILES NORTHEAST ON DIM TRACK TO STATION SITE.  80 FEET SOUTH OF
 BO0467'EAST-WEST FENCE, AND 6 FEET NORTH OF USC AND GS WITNESS SIGN
 BO0467'MOUNTED ON A 4 INCH SQUARE WOODEN POST.
 BO0467'
 BO0467'STATION MARK--A STANDARD USC AND GS BRONZE DISK SET IN A
 BO0467'ROUND CONCRETE POST, PROJECTING 0.3 FEET, AND STAMPED DAVIS 1944.
 BO0467'
 BO0467'REFERENCE MARK NO. 1--A STANDARD USC AND GS BRONZE DISK SET IN
 BO0467'BEDROCK, FLUSH WITH THE GROUND, AND STAMPED DAVIS-NO. 1 1944.
 BO0467'
 BO0467'REFERENCE MARK NO. 2--A STANDARD USC AND GS BRONZE DISK SET IN
 BO0467'BEDROCK, FLUSH WITH THE GROUND, AND STAMPED DAVIS-NO. 2 1944.
 BO0467'
 BO0467'STATION CAUTHORN ET 1971, IS VISIBLE FROM THE GROUND AT THIS
 BO0467'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 BO0467'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2127 ***********************************************************************
 BL2127  DESIGNATION -  DAVIS
 BL2127  PID         -  BL2127
 BL2127  STATE/COUNTY-  TX/LIBERTY
 BL2127  USGS QUAD   -  DAVIS HILL (1984)
 BL2127
 BL2127                         *CURRENT SURVEY CONTROL
 BL2127  ___________________________________________________________________
 BL2127* NAD 83(1993)-  30 18 57.20828(N)    094 50 47.72186(W)     ADJUSTED  
 BL2127* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 BL2127  ___________________________________________________________________
 BL2127  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BL2127  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL2127
 BL2127  HORZ ORDER  -  SECOND
 BL2127
 BL2127.The horizontal coordinates were established by classical geodetic methods
 BL2127.and adjusted by the National Geodetic Survey in February 1996..
 BL2127
 BL2127.The orthometric height was scaled from a topographic map.
 BL2127
 BL2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2127
 BL2127.The geoid height was determined by GEOID03.
 BL2127
 BL2127;                    North         East     Units Scale Factor Converg.
 BL2127;SPC TX C     - 3,084,981.862 1,227,471.971   MT  0.99995279   +2 49 33.6
 BL2127;SPC TX C     -10,121,311.33  4,027,130.96   sFT  0.99995279   +2 49 33.6
 BL2127;UTM  15      - 3,355,234.001   322,452.304   MT  0.99998891   -0 55 56.4
 BL2127
 BL2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2127!SPC TX C     -   0.99999287  x   0.99995279  =   0.99994566
 BL2127!UTM  15      -   0.99999287  x   0.99998891  =   0.99998178
 BL2127
 BL2127:                Primary Azimuth Mark                     Grid Az
 BL2127:SPC TX C     -  DAVIS AZ MK                              022 00 35.7
 BL2127:UTM  15      -  DAVIS AZ MK                              025 46 05.7
 BL2127
 BL2127|---------------------------------------------------------------------|
 BL2127| PID    Reference Object                     Distance      Geod. Az  |
 BL2127|                                                           dddmmss.s |
 BL2127| CV8355 DAVIS AZ MK                                        0245009.3 |
 BL2127| BL2128 MOSS HILL TRKLINE GAS CO MAST       APPROX. 9.3 KM 1033812.5 |
 BL2127| CV8356 DAVIS RM 1                           25.857 METERS 19314     |
 BL2127| BL2129 CLEVELAND TEX FOREST SERV LOT       APPROX.14.0 KM 2722730.3 |
 BL2127| CV8357 DAVIS RM 2                           32.439 METERS 28253     |
 BL2127|---------------------------------------------------------------------|
 BL2127
 BL2127                          SUPERSEDED SURVEY CONTROL
 BL2127
 BL2127  NAD 83(1986)-  30 18 57.22333(N)    094 50 47.70683(W) AD(       ) 2
 BL2127  NAD 27      -  30 18 56.47200(N)    094 50 46.97100(W) AD(       ) 2
 BL2127
 BL2127.Superseded values are not recommended for survey control.
 BL2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2127.See file dsdata.txt to determine how the superseded data were derived.
 BL2127
 BL2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP2245255234(NAD 83)
 BL2127_MARKER: DS = TRIANGULATION STATION DISK
 BL2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2127
 BL2127  HISTORY     - Date     Condition        Report By
 BL2127  HISTORY     - 1952     MONUMENTED       CGS
 BL2127  HISTORY     - 1959     GOOD             HUMBLE
 BL2127
 BL2127                          STATION DESCRIPTION
 BL2127
 BL2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2127'THE STATION IS LOCATED ABOUT 15 MILES EAST-SOUTHEAST OF CLEVELAND
 BL2127'ON THE HIGHEST POINT OF A PROMINENT RIDGE KNOWN LOCALLY AS DAVIS
 BL2127'HILL, 100 FEET EAST OF THE CENTER OF A TRACK ROAD AND 5 FEET
 BL2127'NORTHWEST OF A WITNESS POST.  IT IS STAMPED DAVIS 1952 AND
 BL2127'PROJECTS 3 INCHES.
 BL2127'
 BL2127'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF HILL,
 BL2127'18 FEET EAST OF THE CENTER OF TRACK ROAD AND IS ABOUT 6 FEET LOWER
 BL2127'IN ELEVATION THAN THE STATION.  IT IS STAMPED DAVIS NO 1 1952 AND
 BL2127'PROJECTS 6 INCHES.
 BL2127'
 BL2127'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF HILL, 6 FEET WEST
 BL2127'OF THE CENTER OF TRACK ROAD AND IS ABOUT 8 FEET LOWER IN ELEVATION
 BL2127'THAN THE STATION.  IT IS STAMPED DAVIS NO 2 1952 AND PROJECTS 3
 BL2127'INCHES.
 BL2127'
 BL2127'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 135.66 FEET.
 BL2127'
 BL2127'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A PASTURE, 20 FEET SOUTH
 BL2127'OF THE CENTER OF AN EAST-WEST ROAD AND 2 FEET SOUTH OF AN EAST-WEST
 BL2127'FENCE LINE AND WITNESS POST.  IT IS STAMPED DAVIS 1952 AND
 BL2127'PROJECTS 3 INCHES.
 BL2127'
 BL2127'TO REACH THE STATION FROM THE RAILROAD STATION IN CLEVELAND, GO
 BL2127'EAST AND SOUTHEAST ON STATE HIGHWAY 321 FOR 5.6 MILES TO A SIDE
 BL2127'ROAD ON THE LEFT, TURN LEFT AND GO EAST ON DIRT ROAD FOR 6.3
 BL2127'MILES TO A CROSSROAD, CONTINUE EAST FOR 2.4 MILES TO A WHITE
 BL2127'HOUSE ON THE LEFT AND A TRACK ROAD ON THE RIGHT.  (CONTINUE EAST
 BL2127'FOR 1.0 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.) TURN
 BL2127'RIGHT AND GO SOUTH AND SOUTHEAST ON TRACK ROAD FOR 1.1 MILES
 BL2127'TO HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 BL2127'
 BL2127'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BL2127
 BL2127                          STATION RECOVERY (1959)
 BL2127
 BL2127'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1959 (PGM)
 BL2127'STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 BL2127'ALL RECOVERED, FOUND TO BE IN GOOD CONDITION, AND ADEQUATELY
 BL2127'DESCRIBED.  AZIMUTH MARK IS APPROXIMATELY 1.0 MILE FROM STATION.
 BL2127'TIMBER AROUND THE STATION BLOCKS THE VIEW AND A 70-80 FOOT TOWER
 BL2127'IS REQUIRED TO SEE THE AZIMUTH MARK FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0725 ***********************************************************************
 DO0725  DESIGNATION -  DAVIS
 DO0725  PID         -  DO0725
 DO0725  STATE/COUNTY-  TX/JACK
 DO0725  USGS QUAD   -  PERRIN (1979)
 DO0725
 DO0725                         *CURRENT SURVEY CONTROL
 DO0725  ___________________________________________________________________
 DO0725* NAD 83(1993)-  33 03 50.41099(N)    098 00 17.19591(W)     ADJUSTED  
 DO0725* NAVD 88     -       386.6    (meters)    1268.     (feet)  VERTCON   
 DO0725  ___________________________________________________________________
 DO0725  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DO0725  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DO0725
 DO0725  HORZ ORDER  -  FIRST
 DO0725
 DO0725.The horizontal coordinates were established by classical geodetic methods
 DO0725.and adjusted by the National Geodetic Survey in February 1996..
 DO0725
 DO0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0725
 DO0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0725
 DO0725.The geoid height was determined by GEOID03.
 DO0725
 DO0725;                    North         East     Units Scale Factor Converg.
 DO0725;SPC TXNC     - 2,155,059.246   646,240.710   MT  0.99987265   +0 16 12.3
 DO0725;SPC TXNC     - 7,070,390.21  2,120,208.06   sFT  0.99987265   +0 16 12.3
 DO0725;UTM  14      - 3,658,822.601   592,904.343   MT  0.99970642   +0 32 34.8
 DO0725
 DO0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0725!SPC TXNC     -   0.99994376  x   0.99987265  =   0.99981642
 DO0725!UTM  14      -   0.99994376  x   0.99970642  =   0.99965020
 DO0725
 DO0725|---------------------------------------------------------------------|
 DO0725| PID    Reference Object                     Distance      Geod. Az  |
 DO0725|                                                           dddmmss.s |
 DO0725| CX7052 DAVIS RM                            103.115 METERS 10425     |
 DO0725| CS3171 AGNES HIGHEST WINDMILL              APPROX.22.2 KM 1140001.7 |
 DO0725|---------------------------------------------------------------------|
 DO0725
 DO0725                          SUPERSEDED SURVEY CONTROL
 DO0725
 DO0725  NAD 83(1993)-  33 03 50.41485(N)    098 00 17.18781(W) AD(       ) 1
 DO0725  NAD 83(1986)-  33 03 50.41445(N)    098 00 17.18103(W) AD(       ) 1
 DO0725  NAD 27      -  33 03 49.98900(N)    098 00 16.03600(W) AD(       ) 1
 DO0725  NGVD 29 (07/19/86)  386.5    (m)         1268.     (f) VERT ANG       
 DO0725
 DO0725.Superseded values are not recommended for survey control.
 DO0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0725.See file dsdata.txt to determine how the superseded data were derived.
 DO0725
 DO0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB9290458823(NAD 83)
 DO0725_MARKER: N = NAIL
 DO0725_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DO0725_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DO0725
 DO0725  HISTORY     - Date     Condition        Report By
 DO0725  HISTORY     - 1902     MONUMENTED       CGS
 DO0725  HISTORY     - 1934     MARK NOT FOUND   CGS
 DO0725  HISTORY     - 1940     SEE DESCRIPTION  TSI
 DO0725  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0725
 DO0725                          STATION DESCRIPTION
 DO0725
 DO0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 DO0725'STATION IS ABOUT 16 MILES SE OF JACKSBORO, 4-1/4 MILES W OF
 DO0725'GIBTOWN AND 3 MILES S OF JOPLIN, 150 YARDS SW OF THE JACKSBORO
 DO0725'AND GIBTOWN WAGON ROAD, AT THE HIGHEST POINT OF A WOODED HILL,
 DO0725'ON LAND OF H.P. SILLIVANT.
 DO0725'
 DO0725'SURFACE MARK IS A NAIL IN THE CENTER OF A TERRA-COTTA PIPE
 DO0725'4 INCHES IN DIAMETER AND 2 FEET LONG, FILLED WITH CONCRETE AND
 DO0725'SET IN A CYLINDER OF CONCRETE 18 INCHES IN DIAMETER.
 DO0725'
 DO0725'UNDERGROUND MARK IS SIMILAR TO SURFACE MARK, A NAIL IN THE
 DO0725'CENTER OF A TERRA-COTTA PIPE, 4 INCHES IN DIAMETER AND 2 FEET
 DO0725'LONG, FILLED WITH CEMENT AND SET IN A CONCRETE BLOCK 1 FOOT IN
 DO0725'DIAMETER.  MARK IS 2 FEET BELOW SURFACE OF GROUND.
 DO0725'
 DO0725'REFERENCE MARK IS OF SAME GENERAL TYPE AS SURFACE MARK, A NAIL
 DO0725'IN CENTER OF A TERRA-COTTA PIPE FILLED WITH CONCRETE AND SET
 DO0725'IN A BLOCK OF CONCRETE 1 FOOT IN DIAMETER, AND IS AT THE FENCE
 DO0725'CORNER E OF THE STATION, ON THE W SIDE OF THE JACKSBORO-GIBTOWN
 DO0725'ROAD 103.115 METERS (338.30 FEET) FROM THE STATION
 DO0725'S 75 DEG 35 MIN 20 SEC E.
 DO0725'
 DO0725'ELEVATION OF STATION, 386.5 METERS (1,268 FEET).
 DO0725
 DO0725                          STATION RECOVERY (1934)
 DO0725
 DO0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (OSR)
 DO0725'STATION LOST.  ALL MARKS DESTROYED.
 DO0725
 DO0725                          STATION RECOVERY (1940)
 DO0725
 DO0725'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 DO0725'RECOVERED BY EDGAR TOBIN AERIAL SURVEY.
 DO0725'
 DO0725'OLD WAGON ROAD GIBTOWN TO JACKSBORO HAS BEEN ABANDONED AND IS
 DO0725'WASHED OUT AND FENCED OFF IN MANY PLACES.
 DO0725'
 DO0725'STATION WAS DISCOVERED TO HAVE BEEN EXCAVATED BY TREASURE
 DO0725'SEEKERS.  STATION MARK WAS FOUND LYING ON ITS SIDE ALONGSIDE
 DO0725'OF SEVERAL HOLES.
 DO0725'
 DO0725'REFERENCE MARK TILE HAS BEEN BROKEN OFF AT SURFACE, LEAVING
 DO0725'A HOLE IN THE SUPPORTING CONCRETE BASE.  HOWEVER THE CONCRETE
 DO0725'BASE IS STILL INTACT, AND IS IN CORNER OF AN OLD ABANDONED
 DO0725'FIELD RECOGNIZABLE AS SAME CORNER AS IN 1902 DESCRIPTION.
 DO0725
 DO0725                          STATION RECOVERY (2001)
 DO0725
 DO0725'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0857 ***********************************************************************
 DO0857  DESIGNATION -  DAVIS
 DO0857  PID         -  DO0857
 DO0857  STATE/COUNTY-  TX/THROCKMORTON
 DO0857  USGS QUAD   -  TONK CREEK (1981)
 DO0857
 DO0857                         *CURRENT SURVEY CONTROL
 DO0857  ___________________________________________________________________
 DO0857* NAD 83(1993)-  33 09 55.11689(N)    099 20 50.33651(W)     ADJUSTED  
 DO0857* NAVD 88     -       525.7    (meters)    1725.     (feet)  VERTCON   
 DO0857  ___________________________________________________________________
 DO0857  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DO0857  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DO0857
 DO0857  HORZ ORDER  -  FIRST
 DO0857
 DO0857.The horizontal coordinates were established by classical geodetic methods
 DO0857.and adjusted by the National Geodetic Survey in February 1996..
 DO0857
 DO0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0857
 DO0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0857
 DO0857.The geoid height was determined by GEOID03.
 DO0857
 DO0857;                    North         East     Units Scale Factor Converg.
 DO0857;SPC TXNC     - 2,166,503.154   520,974.389   MT  0.99987458   -0 27 43.6
 DO0857;SPC TXNC     - 7,107,935.76  1,709,230.14   sFT  0.99987458   -0 27 43.6
 DO0857;UTM  14      - 3,669,667.193   467,615.774   MT  0.99961293   -0 11 24.0
 DO0857
 DO0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0857!SPC TXNC     -   0.99992203  x   0.99987458  =   0.99979662
 DO0857!UTM  14      -   0.99992203  x   0.99961293  =   0.99953499
 DO0857
 DO0857|---------------------------------------------------------------------|
 DO0857| PID    Reference Object                     Distance      Geod. Az  |
 DO0857|                                                           dddmmss.s |
 DO0857| CX7054 DAVIS RM 1                           27.253 METERS 18705     |
 DO0857| CX7055 DAVIS RM 2                           29.366 METERS 29000     |
 DO0857| CX7053 DAVIS AZ MK                                        3592356.5 |
 DO0857|---------------------------------------------------------------------|
 DO0857
 DO0857                          SUPERSEDED SURVEY CONTROL
 DO0857
 DO0857  NAD 83(1993)-  33 09 55.11954(N)    099 20 50.33476(W) AD(       ) 1
 DO0857  NAD 83(1986)-  33 09 55.12461(N)    099 20 50.32714(W) AD(       ) 1
 DO0857  NAD 27      -  33 09 54.75300(N)    099 20 49.03600(W) AD(       ) 1
 DO0857  NGVD 29 (07/19/86)  525.6    (m)         1724.     (f) VERT ANG       
 DO0857
 DO0857.Superseded values are not recommended for survey control.
 DO0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0857.See file dsdata.txt to determine how the superseded data were derived.
 DO0857
 DO0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB6761669667(NAD 83)
 DO0857_MARKER: DS = TRIANGULATION STATION DISK
 DO0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0857+STABILITY: SURFACE MOTION
 DO0857
 DO0857  HISTORY     - Date     Condition        Report By
 DO0857  HISTORY     - 1935     MONUMENTED       CGS
 DO0857  HISTORY     - 1937     GOOD             TXHD
 DO0857  HISTORY     - 1961     GOOD             CGS
 DO0857  HISTORY     - 1967     GOOD             USGS
 DO0857  HISTORY     - 1967     GOOD             USGS
 DO0857  HISTORY     - 1974     GOOD             NGS
 DO0857
 DO0857                          STATION DESCRIPTION
 DO0857
 DO0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0857'STATION IS LOCATED ON THE LAND OF MR. O. HIBBIT, IN THE NW
 DO0857'1/4 OF SECTION 128, 10 MILES W AND 1 MILE S OF THROCKMORTON,
 DO0857'ON THE TOP OF A VERY PROMINENT KNOLL, 150 FEET NNW OF HOUSE.
 DO0857'MARK PROJECTS 4 INCHES ABOVE THE GROUND.
 DO0857'
 DO0857'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 DO0857'TOPS OF CONCRETE CYLINDERS.
 DO0857'
 DO0857'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 DO0857'BLOCKS OF CONCRETE.
 DO0857'
 DO0857'REFERENCE MARK NO. 1 IS SSW OF STATION, 125 FEET W OF THE
 DO0857'NW CORNER OF HOUSE.  MARK PROJECTS 4 INCHES ABOVE GROUND.
 DO0857'
 DO0857'REFERENCE MARK NO. 2 IS WNW OF STATION, 140 FEET S AND 130
 DO0857'FEET E OF FENCES.  MARK PROJECTS 4 INCHES.
 DO0857'
 DO0857'AZIMUTH MARK IS N OF STATION, 50 FEET S OF CENTER LINE OF
 DO0857'ROAD AND 210 FEET W OF CENTER LINE OF T-ROAD, IN FENCE LINE.
 DO0857'MARK PROJECTS 6 INCHES ABOVE THE GROUND.  TO REACH FROM STATION
 DO0857'GO 0.05 MILE NE TO GATE, THEN TURN LEFT THRU GATE FOR 1.1
 DO0857'MILE N TO T-INTERSECTION.  MARK IS THEN 210 FEET W.
 DO0857'
 DO0857'TO REACH STATION FROM THROCKMORTON, GO W FROM U.S. HIGHWAY
 DO0857'283, ON ROAD RUNNING ALONG S SIDE OF COURTHOUSE, FOR 9.9
 DO0857'MILES TO A T-ROAD, TURN LEFT AND GO 1.1 MILES S TO GATE,
 DO0857'PASS THRU GATE AND TURN RIGHT UP KNOLL FOR 0.05 MILE TO TOP
 DO0857'AND STATION.
 DO0857'
 DO0857'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 DO0857
 DO0857                          STATION RECOVERY (1937)
 DO0857
 DO0857'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0857'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 DO0857'IN GOOD CONDITION.  NO ATTEMPT MADE TO LOCATE AZIMUTH MARK.
 DO0857
 DO0857                          STATION RECOVERY (1961)
 DO0857
 DO0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 DO0857'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DO0857'A NEW DESCRIPTION FOLLOWS--
 DO0857'
 DO0857'THE STATION IS LOCATED ON THE PROPERTY OF MR. J.W. ASH, IN
 DO0857'THE NW 1/4 OF SECTION 128, 10 MILES WEST AND 1 MILE SOUTH
 DO0857'OF THROCKMORTON, ON THE TOP OF A VERY PROMINENT KNOLL.
 DO0857'
 DO0857'TO REACH THE STATION FROM THE THROCKMORTON COUNTY COURTHOUSE
 DO0857'IN THROCKMORTON, GO WEST ON STATE HIGHWAY NO. 24 FOR 9.6
 DO0857'MILES TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 DO0857'ON A GRAVEL ROAD FOR 1.0 MILE TO A CATTLE GUARD.  GO SOUTHWEST
 DO0857'ABOUT 100 YARDS TO TOP OF KNOLL AND STATION SITE.
 DO0857'
 DO0857'STATION MARK, A STANDARD DISK STAMPED DAVIS 1935, IS SET IN
 DO0857'CONCRETE AT THE CENTER OF A 12 INCH CONCRETE CYLINDER WHICH
 DO0857'PROJECTS 4 INCHES.  IT IS 136 FEET NORTHWEST OF THE NORTHWEST
 DO0857'CORNER OF A FARM HOUSE AND 170 FEET SOUTH OF AN EAST-WEST
 DO0857'FENCE.
 DO0857'
 DO0857'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAVIS NO 1
 DO0857'1935, IS SET IN CONCRETE AT THE CENTER OF A 12 INCH CYLINDER
 DO0857'WHICH PROJECTS 2 INCHES.  IT IS 84 FEET NORTHWEST OF THE
 DO0857'TOP OF A STORM CELLAR.
 DO0857'
 DO0857'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAVIS NO 2 1935,
 DO0857'IS SET IN CONCRETE AT THE CENTER OF A 12 INCH CONCRETE CYLINDER
 DO0857'WHICH PROJECTS 4 INCHES.  IT IS 140 FEET SOUTH OF AN EAST-WEST
 DO0857'FENCE AND 210 FEET NORTHWEST OF THE TOP OF A STORM CELLAR.
 DO0857'
 DO0857'AZIMUTH MARK, A STANDARD DISK STAMPED DAVIS 1935, IS SET
 DO0857'IN CONCRETE AT THE CENTER OF A 12 INCH CONCRETE CYLINDER
 DO0857'WHICH PROJECTS 6 INCHES.  IT IS 42 FEET SOUTH OF THE CENTER
 DO0857'OF STATE HIGHWAY NO. 24 AND 98 FEET WEST OF A RIGHT-OF-WAY
 DO0857'POST.  IT IS 1.0 MILE NORTH OF STATION AND 210 FEET WEST
 DO0857'FROM GRAVEL ROAD THAT LEADS TO STATION.
 DO0857
 DO0857                          STATION RECOVERY (1967)
 DO0857
 DO0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (CFL)
 DO0857'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DO0857'THE REFERENCE MARKS AND
 DO0857'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 DO0857'AND DIRECTION TO REFERENCE MARK NO. 1 DID NOT AGREE BY 0 DEG
 DO0857'1 MIN 34.8 SEC IN AZIMUTH, AND (20.98) FT. IN DISTANCE, SEE
 DO0857'ANGLE NOTES FOR DISTANCE CHECKED.
 DO0857
 DO0857                          STATION RECOVERY (1967)
 DO0857
 DO0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DO0857'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33099-2, STATION 1002.
 DO0857'
 DO0857'RECOVERED BY USGS IN 1967.
 DO0857'
 DO0857'STATION MARK--STANDARD USC AND GS DISK SET IN TOP OF CONCRETE
 DO0857'CYLINDER.
 DO0857
 DO0857                          STATION RECOVERY (1974)
 DO0857
 DO0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0857'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DO0857'FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1961 DESCRIPTION.
 DO0857'THE AZIMUTH MARK WAS RECOVERED BUT FOUND TILTED.  THE MARK
 DO0857'WAS FIRM IN THE GROUND AND WAS LEFT AS IS.  A CHECK WAS
 DO0857'MADE FOR DISTANCE TO THE MARKS AND WAS FOUND CORRECT, HOWEVER,
 DO0857'A DIFFERENCE OF 2 MINUTES 36 SECONDS GREATER TO REFERENCE
 DO0857'MARK 1 AND 1 MINUTE 12 SECONDS GREATER TO REFERENCE MARK 2
 DO0857'WAS NOTED.  ALSO, A DIFFERENCE OF 14 SECONDS LESS TO THE
 DO0857'AZIMUTH MARK WAS NOTED.  THE LOCATION AND ROUTE TO STATION
 DO0857'IS ENTIRELY ADEQUATE.
 DO0857'
 DO0857'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 DO0857'MILES WEST OF THROCKMORTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0722 ***********************************************************************
 EN0722  DESIGNATION -  DAVIS
 EN0722  PID         -  EN0722
 EN0722  STATE/COUNTY-  TX/HALL
 EN0722  USGS QUAD   -  BADGER NEST TANK (1981)
 EN0722
 EN0722                         *CURRENT SURVEY CONTROL
 EN0722  ___________________________________________________________________
 EN0722* NAD 83(1993)-  34 24 57.85290(N)    100 30 30.22022(W)     ADJUSTED  
 EN0722* NAVD 88     -       665.     (meters)    2182.     (feet)  SCALED    
 EN0722  ___________________________________________________________________
 EN0722  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 EN0722  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 EN0722
 EN0722  HORZ ORDER  -  FIRST
 EN0722
 EN0722.The horizontal coordinates were established by classical geodetic methods
 EN0722.and adjusted by the National Geodetic Survey in February 1996..
 EN0722
 EN0722.The orthometric height was scaled from a topographic map.
 EN0722
 EN0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0722
 EN0722.The geoid height was determined by GEOID03.
 EN0722
 EN0722;                    North         East     Units Scale Factor Converg.
 EN0722;SPC TX N     - 1,046,616.439   291,164.362   MT  1.00006243   +0 34 28.8
 EN0722;SPC TX N     - 3,433,774.10    955,261.74   sFT  1.00006243   +0 34 28.8
 EN0722;SPC TXNC     - 2,306,678.791   415,346.808   MT  1.00015638   -1 05 43.3
 EN0722;SPC TXNC     - 7,567,828.67  1,362,683.65   sFT  1.00015638   -1 05 43.3
 EN0722;UTM  14      - 3,809,322.039   361,380.030   MT  0.99983685   -0 51 09.6
 EN0722
 EN0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0722!SPC TX N     -   0.99989999  x   1.00006243  =   0.99996241
 EN0722!SPC TXNC     -   0.99989999  x   1.00015638  =   1.00005635
 EN0722!UTM  14      -   0.99989999  x   0.99983685  =   0.99973686
 EN0722
 EN0722|---------------------------------------------------------------------|
 EN0722| PID    Reference Object                     Distance      Geod. Az  |
 EN0722|                                                           dddmmss.s |
 EN0722| CX7054 DAVIS RM 1                           15.085 METERS 07611     |
 EN0722| CX7055 DAVIS RM 2                           15.634 METERS 16757     |
 EN0722| CX7053 DAVIS AZ MK                                        2270157.6 |
 EN0722|---------------------------------------------------------------------|
 EN0722
 EN0722                          SUPERSEDED SURVEY CONTROL
 EN0722
 EN0722  NAD 83(1993)-  34 24 57.85352(N)    100 30 30.21933(W) AD(       ) 1
 EN0722  NAD 83(1986)-  34 24 57.85834(N)    100 30 30.21294(W) AD(       ) 1
 EN0722  NAD 27      -  34 24 57.64100(N)    100 30 28.77300(W) AD(       ) 1
 EN0722
 EN0722.Superseded values are not recommended for survey control.
 EN0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0722.See file dsdata.txt to determine how the superseded data were derived.
 EN0722
 EN0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6138009322(NAD 83)
 EN0722_MARKER: DS = TRIANGULATION STATION DISK
 EN0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0722
 EN0722  HISTORY     - Date     Condition        Report By
 EN0722  HISTORY     - 1935     MONUMENTED       CGS
 EN0722  HISTORY     - 1964     GOOD             CGS
 EN0722  HISTORY     - 1967     GOOD             CGS
 EN0722
 EN0722                          STATION DESCRIPTION
 EN0722
 EN0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0722'STATION IS 17.5 MILES W AND 1 MILE S OF CHILDRESS, ABOUT
 EN0722'IN THE CENTER OF SECTION 263, BLOCK S 5, ON OPEN RANCH PASTURE
 EN0722'LAND OWNED BY MR. H.H. DAVIS.  MARK IS SET ON THE SUMMIT
 EN0722'OF A HIGH KNOLL AT THE HIGHEST POINT ON THE DIVIDE BETWEEN
 EN0722'THE PRAIRIE DOG TOWN FORK OF THE RED RIVER AND PEASE RIVER.
 EN0722'IT IS ABOUT 1-1/2 MILES A LITTLE N OF W FROM THE DAVIS RANCH
 EN0722'HOUSE AND ABOUT 0.1 MILE NE OF N END OF A DEEP PROMINENT
 EN0722'ARROYA.
 EN0722'
 EN0722'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0722'BRONZE DISKS SET IN CONCRETE.
 EN0722'
 EN0722'AZIMUTH MARK IS SW OF STATION 0.5 MILE SET AT RIGHT EDGE
 EN0722'OF PASTURE ROAD.
 EN0722'
 EN0722'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 370 AND STATE HIGHWAY
 EN0722'18 IN ESTELLINE BY GOING S ON U.S. HIGHWAY 370 FOR 0.75 MILE
 EN0722'AND TURN RIGHT (S) AT CROSS ROAD 50 YARDS BEFORE REACHING
 EN0722'MILEAGE 1 MARKER, FOLLOW MAIN-GRADED ROAD FOR 8.7 MILES S
 EN0722'AND TURN W AT CROSS ROAD, FOLLOW MAIN-GRADED ROAD W FOR 3
 EN0722'MILES AND TAKE LEFT FORK, GO 0.1 MILE, TAKE LEFT FORK, GO
 EN0722'THROUGH WIRE GATE AND FOLLOW FIELD ROAD ALONG FENCE LINE AT
 EN0722'EDGE OF CULTIVATED FIELD FOR 0.55 MILE PASSING TO LEFT OF
 EN0722'DAVIS RANCH BUILDINGS AND HEADQUARTERS, PASS THROUGH WOODEN
 EN0722'GATE IN N-S FENCE AND FOLLOW MAIN ROAD 0.75 MILE WESTERLY
 EN0722'ALONG OPEN PASTURE LAND AND TAKE MAIN RIGHT FORK NW JUST
 EN0722'BEFORE REACHING TOP OF GAP, FOLLOW MAIN ROAD 0.45 MILE AND
 EN0722'TURN NE LEAVING ROAD AT N END OF ARROYA, GO 0.1 MILE
 EN0722'ACROSS PASTURE TO TOP OF SMALL KNOLL AND STATION.
 EN0722'
 EN0722'REACHED ALSO FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 370
 EN0722'ON W SIDE OF CHILDRESS, GO S ON U.S. HIGHWAY 83 FOR 1.8 MILES,
 EN0722'TURN W ON CROSS ROAD AND GO W 15 MILES TO DAVIS RANCH HOUSE,
 EN0722'THEN FOLLOW ABOVE DESCRIPTION FROM THERE TO STATION.
 EN0722'
 EN0722'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 EN0722
 EN0722                          STATION RECOVERY (1964)
 EN0722
 EN0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0722'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 EN0722'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW
 EN0722'COMPLETE DESCRIPTION FOLLOWS.
 EN0722'
 EN0722'THE STATION IS ABOUT 21-1/2 MILES EAST OF TURKEY, 9-1/2 MILES
 EN0722'SOUTH-SOUTHWEST OF ESTELLINE AND 7 MILES NORTHWEST OF TELL, ON
 EN0722'A BARE HILL IN PASTURE LAND.
 EN0722'
 EN0722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 EN0722'STATE HIGHWAY 86 IN ESTELLINE, GO SOUTHEASTERLY ON U.S. HIGHWAY
 EN0722'287 FOR 0.75 MILE TO FARM ROAD 658 ON THE RIGHT.  TURN RIGHT
 EN0722'AND GO SOUTH ON FARM ROAD 658 FOR 9.35 MILES TO A GRADED
 EN0722'CROSSROAD.  TURN RIGHT AND GO WEST ON GRADED ROAD FOR 2.95
 EN0722'MILES TO WHERE THE ROAD TURNS RIGHT, NORTH.  TURN RIGHT AND
 EN0722'GO NORTH ON GRADED ROAD FOR 0.5 MILE TO A FORK.  TAKE THE
 EN0722'LEFT FORK AND GO SOUTHERLY FOR 0.3 MILE TO A WIRE GATE AT THE
 EN0722'SOUTHEAST CORNER OF A BOARD CORRAL.  PASS THROUGH GATE AND
 EN0722'FOLLOW TRACK ROAD WESTERLY FOR 0.3 MILE TO TWO WIRE GATES.
 EN0722'PASS THROUGH BOTH GATES AND CONTINUE WESTERLY FOR 0.6 MILE
 EN0722'TO AN EARTH DAM.  CROSS DAM AND GO WESTERLY AND
 EN0722'SOUTHWESTERLY FOR 0.6 MILE TO A FORK.  (TO REACH THE AZIMUTH
 EN0722'MARK, TAKE THE LEFT FORK AND GO SOUTHERLY FOR 0.35 MILE TO A
 EN0722'FORK.  TAKE THE RIGHT FORK AND GO SOUTHERLY FOR 0.1 MILE TO
 EN0722'THE MARK ON THE RIGHT.) TAKE THE RIGHT FORK WESTERLY FOR
 EN0722'0.05 MILE, TURN RIGHT LEAVING TRACK ROAD AND GO
 EN0722'NORTHEASTERLY FOR 0.15 MILE TO THE TOP OF THE HILL AND THE
 EN0722'STATION.
 EN0722'
 EN0722'STATION MARK IS A STANDARD DISK, STAMPED DAVIS 1935, SET IN THE
 EN0722'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 EN0722'IT IS 5 FEET EAST-SOUTHEAST OF A WITNESS POST.
 EN0722'
 EN0722'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DAVIS NO 1 1935,
 EN0722'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 EN0722'6 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 EN0722'
 EN0722'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DAVIS NO 2 1935,
 EN0722'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 EN0722'6 INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 EN0722'
 EN0722'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED DAVIS
 EN0722'AZI 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 EN0722'PROJECTING 12 INCHES.  IT IS 108 FEET WEST-NORTHWEST OF THE
 EN0722'CENTERLINE OF A TRACK ROAD AND 2.7 FEET NORTHWEST OF A WITNESS
 EN0722'POST.
 EN0722'
 EN0722'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EN0722
 EN0722                          STATION RECOVERY (1967)
 EN0722
 EN0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0722'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 EN0722'RECOVERED AND ARE IN GOOD CONDITION.  THE 1964 DESCRIPTION IS
 EN0722'ADEQUATE.  A DIFFERENCE OF 4 MINUTES, 26 SECONDS FROM THE 1964
 EN0722'OBSERVED DIRECTION TO REFERENCE MARK 1 WAS NOTED, HOWEVER THE
 EN0722'DIFFERENCE TO THE 1935 DIRECTION WAS 1 MINUTE, 16 SECONDS.
 EN0722'MEASUREMENTS FROM THE WITNESS POST TO THE REFERENCE MARKS WERE
 EN0722'NOT MADE IN 1964.  THEY ARE AS FOLLOWS--REFERENCE MARK 1 IS 52.2
 EN0722'FEET EAST OF A WITNESS POST AND REFERENCE MARK 2 IS 55.7 FEET SOUTH
 EN0722'OF THE WITNESS POST.
 EN0722'
 EN0722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SOUTHWEST
 EN0722'OF ESTELLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3126 ***********************************************************************
 CS3126  DESIGNATION -  DAVIS
 CS3126  PID         -  CS3126
 CS3126  STATE/COUNTY-  TX/BOSQUE
 CS3126  USGS QUAD   -  MORGAN (1977)
 CS3126
 CS3126                         *CURRENT SURVEY CONTROL
 CS3126  ___________________________________________________________________
 CS3126* NAD 83(1993)-  32 07 21.37368(N)    097 33 11.10774(W)     ADJUSTED  
 CS3126* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 CS3126  ___________________________________________________________________
 CS3126  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 CS3126  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CS3126
 CS3126  HORZ ORDER  -  SECOND
 CS3126
 CS3126.The horizontal coordinates were established by classical geodetic methods
 CS3126.and adjusted by the National Geodetic Survey in February 1996..
 CS3126
 CS3126.The orthometric height was scaled from a topographic map.
 CS3126
 CS3126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3126
 CS3126.The geoid height was determined by GEOID03.
 CS3126
 CS3126;                    North         East     Units Scale Factor Converg.
 CS3126;SPC TX C     - 3,275,551.879   962,356.016   MT  1.00007305   +1 25 55.2
 CS3126;SPC TX C     -10,746,539.79  3,157,329.70   sFT  1.00007305   +1 25 55.2
 CS3126;SPC TXNC     - 2,050,963.197   689,356.716   MT  1.00000299   +0 30 59.2
 CS3126;SPC TXNC     - 6,728,868.42  2,261,664.49   sFT  1.00000299   +0 30 59.2
 CS3126;UTM  14      - 3,554,942.069   636,492.988   MT  0.99982975   +0 46 10.2
 CS3126
 CS3126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3126!SPC TX C     -   0.99996368  x   1.00007305  =   1.00003673
 CS3126!SPC TXNC     -   0.99996368  x   1.00000299  =   0.99996667
 CS3126!UTM  14      -   0.99996368  x   0.99982975  =   0.99979344
 CS3126
 CS3126|---------------------------------------------------------------------|
 CS3126| PID    Reference Object                     Distance      Geod. Az  |
 CS3126|                                                           dddmmss.s |
 CS3126| CX9413 DAVIS RM 1                           17.025 METERS 05946     |
 CS3126| CX9412 DAVIS AZ MK                                        2163327.4 |
 CS3126| CX9414 DAVIS RM 2                           16.073 METERS 30817     |
 CS3126|---------------------------------------------------------------------|
 CS3126
 CS3126                          SUPERSEDED SURVEY CONTROL
 CS3126
 CS3126  NAD 83(1986)-  32 07 21.37952(N)    097 33 11.08628(W) AD(       ) 2
 CS3126  NAD 27      -  32 07 20.84500(N)    097 33 10.00900(W) AD(       ) 2
 CS3126
 CS3126.Superseded values are not recommended for survey control.
 CS3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3126.See file dsdata.txt to determine how the superseded data were derived.
 CS3126
 CS3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA3649354942(NAD 83)
 CS3126_MARKER: DD = SURVEY DISK
 CS3126_SETTING: 0 = UNSPECIFIED SETTING
 CS3126
 CS3126  HISTORY     - Date     Condition        Report By
 CS3126  HISTORY     - 1944     MONUMENTED       CGS
 CS3126  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS3126
 CS3126                          STATION DESCRIPTION
 CS3126
 CS3126'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3126'STATION IS LOCATED ABOUT 4.0 MILES NW OF KOPPERL, 8.0 MILES
 CS3126'NNE OF MORGAN, ON THE HIGHEST POINT OF A PARTIALLY-WOODED
 CS3126'RIDGE BETWEEN PLOWMAN AND GRASS CREEKS, AND ON LAND OWNED BY
 CS3126'ALBERT A. DAVIS.  IT IS ABOUT 0.6 MILE N OF THE RANCH
 CS3126'HEADQUARTERS, 9 FEET W OF A TRIANGULAR-BLAZED 8-INCH OAK TREE,
 CS3126'AND 5 FEET WSW OF A WHITE 4- BY 4-INCH POST.  IT IS STAMPED
 CS3126'DAVIS 1944 AND PROJECTS ABOUT 6 INCHES.
 CS3126'
 CS3126'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS3126'DISKS SET IN CONCRETE.
 CS3126'
 CS3126'REFERENCE MARK 1 IS E OF THE STATION, SET IN AN OPEN PLACE
 CS3126'ON THE RIDGE.  IT IS STAMPED DAVIS NO 1 1944 AND PROJECTS
 CS3126'ABOUT 6 INCHES.
 CS3126'
 CS3126'REFERENCE MARK 2 IS NW OF THE STATION, SET IN AN OPEN PLACE
 CS3126'ON THE RIDGE.  IT IS STAMPED DAVIS NO 2 1944 AND PROJECTS
 CS3126'ABOUT 6 INCHES.
 CS3126'
 CS3126'AZIMUTH MARK IS ABOUT 1.0 MILE W OF THE STATION, 0.05 MILE N
 CS3126'OF THE MAIN GATE INTO THE RANCH, 25 FEET W OF THE GRADED DIRT
 CS3126'ROAD, AND 1 FOOT E OF THE N-S FENCE LINE.  IT IS STAMPED
 CS3126'DAVIS 1944 AND PROJECTS ABOUT 4 INCHES.  TO REACH THE MARK
 CS3126'FROM THE MAIN GATE, CONTINUE N ON GRADED DIRT ROAD FOR 0.05
 CS3126'MILE TO THE MARK ON THE LEFT.
 CS3126'
 CS3126'TO REACH THE STATION FROM THE MAIN INTERSECTION IN KOPPERL,
 CS3126'GO NE ON MAIN ROAD TOWARDS KIMBALL FOR 1.0 MILE TO A T-ROAD,
 CS3126'BEAR LEFT FOR 0.7 MILE TO A T-INTERSECTION, BEAR LEFT (STRAIGHT
 CS3126'AHEAD) FOR 1.7 MILES TO A T-ROAD RIGHT, CONTINUE STRAIGHT
 CS3126'AHEAD ON MAIN ROAD FOR 1.9 MILES TO A T-ROAD LEFT, KEEP STRAIGHT
 CS3126'AHEAD FOR 1.35 MILES TO A T-ROAD RIGHT, TURN RIGHT, KEEP
 CS3126'MAIN ROAD NW AND NE FOR 2.9 MILES TO A PROVATE ROAD RIGHT
 CS3126'THROUGH A BOARD GATE AND SIGN A.A.D. RANCH.  TURN RIGHT
 CS3126'THROUGH GATE AND FOLLOW PRIVATE ROAD IN AN E DIRECTION FOR
 CS3126'0.65 MILE TO RANCH HEADQUARTERS.  BEAR LEFT THROUGH BOARD GATE
 CS3126'JUST E OF TOOL SHED, PASS THROUGH CORRALS BETWEEN TWO
 CS3126'LARGE BARNS, KEEP LEFT FORK JUST NE OF BARNS AND FOLLOW
 CS3126'TRACK ROAD NE FOR 0.2 MILE TO A FORK.  KEEP DIM LEFT
 CS3126'FORK N ACROSS OPEN PASTURE FOR 0.25 MILE TO THE S END OF
 CS3126'THE HILL AND STATION.
 CS3126'
 CS3126'OBSERVATIONS MADE FROM A 37-FOOT TOWER.
 CS3126'
 CS3126'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CS3126
 CS3126                          STATION RECOVERY (2001)
 CS3126
 CS3126'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS3126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0624 ***********************************************************************
 EO0624  DESIGNATION -  DAVIS
 EO0624  PID         -  EO0624
 EO0624  STATE/COUNTY-  TX/BAILEY
 EO0624  USGS QUAD   -  NEEDMORE (1962)
 EO0624
 EO0624                         *CURRENT SURVEY CONTROL
 EO0624  ___________________________________________________________________
 EO0624* NAD 83(1993)-  34 04 47.39944(N)    102 42 45.38313(W)     ADJUSTED  
 EO0624* NAVD 88     -      1202.5    (meters)    3945.     (feet)  VERTCON   
 EO0624  ___________________________________________________________________
 EO0624  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 EO0624  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 EO0624
 EO0624  HORZ ORDER  -  FIRST
 EO0624
 EO0624.The horizontal coordinates were established by classical geodetic methods
 EO0624.and adjusted by the National Geodetic Survey in February 1996..
 EO0624
 EO0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0624
 EO0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0624
 EO0624.The geoid height was determined by GEOID03.
 EO0624
 EO0624;                    North         East     Units Scale Factor Converg.
 EO0624;SPC TXNC     - 2,275,407.384   211,274.870   MT  1.00003353   -2 17 51.1
 EO0624;SPC TXNC     - 7,465,232.39    693,157.64   sFT  1.00003353   -2 17 51.1
 EO0624;UTM  13      - 3,773,369.279   711,059.049   MT  1.00014915   +1 16 56.0
 EO0624
 EO0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0624!SPC TXNC     -   0.99981503  x   1.00003353  =   0.99984856
 EO0624!UTM  13      -   0.99981503  x   1.00014915  =   0.99996416
 EO0624
 EO0624|---------------------------------------------------------------------|
 EO0624| PID    Reference Object                     Distance      Geod. Az  |
 EO0624|                                                           dddmmss.s |
 EO0624| CJ6166 DAVIS RM 1                           27.853 METERS 14944     |
 EO0624| CJ6167 DAVIS RM 2                           32.019 METERS 24438     |
 EO0624| CJ6165 DAVIS AZ MK                                        2950228.6 |
 EO0624|---------------------------------------------------------------------|
 EO0624
 EO0624                          SUPERSEDED SURVEY CONTROL
 EO0624
 EO0624  NAD 83(1993)-  34 04 47.40011(N)    102 42 45.38126(W) AD(       ) 1
 EO0624  NAD 83(1986)-  34 04 47.40750(N)    102 42 45.37802(W) AD(       ) 1
 EO0624  NAD 27      -  34 04 47.10300(N)    102 42 43.60300(W) AD(       ) 1
 EO0624  NGVD 29 (07/19/86) 1202.0    (m)         3944.     (f) VERT ANG       
 EO0624
 EO0624.Superseded values are not recommended for survey control.
 EO0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0624.See file dsdata.txt to determine how the superseded data were derived.
 EO0624
 EO0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT1105973369(NAD 83)
 EO0624_MARKER: DS = TRIANGULATION STATION DISK
 EO0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0624
 EO0624  HISTORY     - Date     Condition        Report By
 EO0624  HISTORY     - 1934     MONUMENTED       CGS
 EO0624  HISTORY     - 1938     GOOD             TXHD
 EO0624
 EO0624                          STATION DESCRIPTION
 EO0624
 EO0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0624'STATION IS LOCATED ABOUT 10 MILES S OF MULESHOE, ON A HIGH HILL
 EO0624'ON LAND OWNED BY CECIL DAVIS.  IT IS IN LABOR 12, LEAGUE 192,
 EO0624'141 FEET NE OF THE NE CORNER OF DAVISS HOUSE, 66.5 FEET N OF AN
 EO0624'E-W FENCE AND 184 FEET WNW OF A WELL AND WINDMILL.  MARK
 EO0624'PROJECTS 6 INCHES.
 EO0624'
 EO0624'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0624'BRONZE DISKS, SET IN CONCRETE.
 EO0624'
 EO0624'REFERENCE MARK NO. 1, PROJECTS 10 INCHES AND IS SSE OF THE
 EO0624'STATION.  IT IS IN THE ABOVE E-W FENCE AT A POINT 106 FEET W OF
 EO0624'THE WELL AND WINDMILL REFERRED TO ABOVE.
 EO0624'
 EO0624'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS IN THE ABOVE
 EO0624'FENCE, SW OF THE STATION AT A POINT 38 FEET NE OF THE NE
 EO0624'CORNER OF DAVISS HOUSE.
 EO0624'
 EO0624'AZIMUTH MARK PROJECTS 4 INCHES AND IS W OF THE STATION, 2 FEET
 EO0624'E OF A N-S FENCE AT A POINT 385 YARDS N OF A GATE AND T-INTERSECTION
 EO0624'OF FENCES.
 EO0624'
 EO0624'TO REACH THE STATION FROM THE SE CORNER OF THE COURTHOUSE SQUARE
 EO0624'IN MULESHOE GO SOUTH SOUTHWESTERLY AND S ON MAIN ROAD 3.1 MILES
 EO0624'TO A POINT WHERE A POWER LINE CROSSES THE ROAD AND THEN GOES
 EO0624'S ON THE W SIDE OF THE ROAD.  CONTINUE S 3.3 MILES TO A CROSS
 EO0624'ROAD.  CONTINUE S 2.0 MILES TO A T-INTERSECTION.  (HERE THE
 EO0624'POWER LINE TURNS DUE E).  CONTINUE S 2.7 MILES TO A CROSSROADS.
 EO0624'(THERE IS A FARMHOUSE IN THE NE ANGLE OF THIS INTERSECTION).
 EO0624'HERE LEAVE MAIN ROAD, TURN LEFT AND GO E ON TRACK ROAD 1.2
 EO0624'MILES TO A TRACK ROAD ON THE LEFT.  HERE TURN LEFT AND GO
 EO0624'N ON TRACK ROAD 0.9 MILE TO A GATE IN AN E-W FENCE.  PASS
 EO0624'THROUGH GATE, TURN RIGHT AND PASS THROUGH GATE IN A N-S FENCE.
 EO0624'(THE AZIMUTH MARK IS 385 YARDS N OF THIS POINT).  GO E
 EO0624'ALONG THE N SIDE OF E-W FENCE 0.3 MILE TO TOP OF HILL,
 EO0624'DAVISS HOUSE AND STATION.
 EO0624'
 EO0624'A 25-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 EO0624
 EO0624                          STATION RECOVERY (1938)
 EO0624
 EO0624'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0624'STATION AND REFERENCE MARKS WERE RECOVERED IN FAIR CONDITION.
 EO0624'WIND HAD BLOWN SAND FROM AROUND STATION AND REFERENCE MARKS
 EO0624'SO THAT EACH WERE PROJECTING APPROXIMATELY 1-1/2 FEET ABOVE
 EO0624'GROUND.  AZIMUTH MARK WAS NOT RECOVERED.  FARM ROAD HAS BEEN
 EO0624'RE-LOCATED SO NEW DIRECTIONS TO REACH STATION FOLLOW--
 EO0624'
 EO0624'TO REACH THE STATION FROM THE SE CORNER OF THE COURT HOUSE SQUARE
 EO0624'GO SOUTHERLY ON TEXAS HIGHWAY 214 FOR 11.1 MILES TO CROSSROADS.
 EO0624'(THERE IS A FARM HOUSE IN THE NE ANGLE OF THIS INTERSECTION).
 EO0624'LEAVE TEXAS HIGHWAY 214 AND GO E ON TRACK ROAD FOR 1.65 MILES
 EO0624'TO WIRE GATE ON LEFT.  TURN LEFT, PASS THROUGH GATE, GO N
 EO0624'FOR 1.1 MILES TO GATE.  PASS THROUGH GATE AND THEN GO N 75
 EO0624'DEG W FOR 0.3 MILE TO THE DAVIS RANCH HOUSE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0915 ***********************************************************************
 GK0915  DESIGNATION -  DAVIS
 GK0915  PID         -  GK0915
 GK0915  STATE/COUNTY-  TX/SHERMAN
 GK0915  USGS QUAD   -  CACTUS EAST (1963)
 GK0915
 GK0915                         *CURRENT SURVEY CONTROL
 GK0915  ___________________________________________________________________
 GK0915* NAD 83(1993)-  36 04 58.52664(N)    101 57 15.81435(W)     ADJUSTED  
 GK0915* NAVD 88     -      1094.9    (meters)    3592.     (feet)  VERTCON   
 GK0915  ___________________________________________________________________
 GK0915  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 GK0915  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 GK0915
 GK0915  HORZ ORDER  -  FIRST
 GK0915
 GK0915.The horizontal coordinates were established by classical geodetic methods
 GK0915.and adjusted by the National Geodetic Survey in February 1996..
 GK0915
 GK0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0915
 GK0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0915
 GK0915.The geoid height was determined by GEOID03.
 GK0915
 GK0915;                    North         East     Units Scale Factor Converg.
 GK0915;SPC TX N     - 1,231,173.484   159,074.237   MT  0.99997812   -0 15 48.0
 GK0915;SPC TX N     - 4,039,275.01    521,896.06   sFT  0.99997812   -0 15 48.0
 GK0915;UTM  14      - 3,997,187.599   233,970.227   MT  1.00047212   -1 44 27.7
 GK0915;UTM  13      - 3,997,441.188   774,245.557   MT  1.00052682   +1 47 41.4
 GK0915
 GK0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0915!SPC TX N     -   0.99983227  x   0.99997812  =   0.99981039
 GK0915!UTM  14      -   0.99983227  x   1.00047212  =   1.00030431
 GK0915!UTM  13      -   0.99983227  x   1.00052682  =   1.00035900
 GK0915
 GK0915|---------------------------------------------------------------------|
 GK0915| PID    Reference Object                     Distance      Geod. Az  |
 GK0915|                                                           dddmmss.s |
 GK0915| CM7918 DAVIS RM 1                           16.940 METERS 08539     |
 GK0915| CM7917 DAVIS AZ MK                                        1783644.6 |
 GK0915| CM7919 DAVIS RM 2                           32.793 METERS 18149     |
 GK0915|---------------------------------------------------------------------|
 GK0915
 GK0915                          SUPERSEDED SURVEY CONTROL
 GK0915
 GK0915  NAD 83(1993)-  36 04 58.52611(N)    101 57 15.81446(W) AD(       ) 1
 GK0915  NAD 83(1986)-  36 04 58.53573(N)    101 57 15.80367(W) AD(       ) 1
 GK0915  NAD 27      -  36 04 58.41100(N)    101 57 14.17400(W) AD(       ) 1
 GK0915  NGVD 29 (07/19/86) 1094.4    (m)         3591.     (f) VERT ANG       
 GK0915
 GK0915.Superseded values are not recommended for survey control.
 GK0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0915.See file dsdata.txt to determine how the superseded data were derived.
 GK0915
 GK0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3397097188(NAD 83)
 GK0915_MARKER: DS = TRIANGULATION STATION DISK
 GK0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0915
 GK0915  HISTORY     - Date     Condition        Report By
 GK0915  HISTORY     - 1935     MONUMENTED       CGS
 GK0915  HISTORY     - 1953     GOOD             CGS
 GK0915  HISTORY     - 1965     MARK NOT FOUND   USGS
 GK0915  HISTORY     - 1966     MARK NOT FOUND   CGS
 GK0915
 GK0915                          STATION DESCRIPTION
 GK0915
 GK0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GK0915'STATION IS ABOUT 15 MILES N AND 1 MILE E OF DUMAS (AIRLINE)
 GK0915'ON A SMOOTH, BROAD, E-W RIDGE, 1-1/2 MILES N OF THE SHERMAN-MOORE
 GK0915'COUNTY LINE, 4-1/4 MILES N OF THE ROCK ISLAND RAILROAD, 3
 GK0915'MILES E OF STATE HIGHWAY 9, 100 YARDS NW OF THE RED RANCH
 GK0915'HOUSE OF EURAL DAVIS, ON A GRADED COUNTY RIGHT-OF-WAY, 27
 GK0915'FEET W OF THE CENTER LINE OF N-S HIGHWAY, 4-1/2 FEET E OF THE
 GK0915'W RIGHT-OF-WAY FENCE, MARK IS SET FLUSH WITH THE GROUND.
 GK0915'
 GK0915'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GK0915'BRONZE DISKS SET IN CONCRETE POSTS.
 GK0915'
 GK0915'REFERENCE MARK NO. 1 IS E OF THE STATION, 2 FEET W OF THE
 GK0915'RIGHT-OF-WAY FENCE ON THE E SIDE OF THE HIGHWAY, 29 FEET E
 GK0915'OF THE CENTER LINE OF THE HIGHWAY AND THE MARK PROJECTS 4
 GK0915'INCHES.
 GK0915'
 GK0915'REFERENCE MARK NO. 2 IS S OF THE STATION, 1-1/2 FEET E OF THE
 GK0915'W RIGHT-OF-WAY FENCE, 31 FEET W OF THE CENTER LINE OF THE
 GK0915'HIGHWAY, 10 FEET N OF A WIRE GATE, AND THE MARK PROJECTS
 GK0915'2 INCHES.
 GK0915'
 GK0915'THE AZIMUTH MARK IS S OF THE STATION, 0.50 FOOT W OF THE E
 GK0915'RIGHT-OF-WAY FENCE OF THE N-S HIGHWAY, 30 FEET E OF THE CENTER
 GK0915'LINE OF THE HIGHWAY, AND PROJECTS 4 INCHES.
 GK0915'
 GK0915'THE STATION MAY BE REACHED FROM DUMAS BY DRIVING N ON STATE
 GK0915'HIGHWAY 9 FOR 11.5 MILES FROM THE COURTHOUSE TO THE ROCK
 GK0915'ISLAND RAILROAD.  CROSS THE TRACKS, TURN E, AND DRIVE E 2.5
 GK0915'MILES ON GRADED ROAD ALONG THE N SIDE OF THE TRACKS TO TWO
 GK0915'GRAIN ELEVATORS AND A WOODEN WATER TANK.  TURN LEFT, OR N, ON
 GK0915'GRADED ROAD ALONG THE W SIDE OF POWER TRANSMISSION LINE AND
 GK0915'GO 4.2 MILES, CROSSING A BRIDGE AT 2.7 MILES, TO THE STATION.
 GK0915'
 GK0915'A 20-FOOT STAND WILL CLEAR ALL LINES.
 GK0915
 GK0915                          STATION RECOVERY (1953)
 GK0915
 GK0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0915'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 GK0915'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 GK0915'
 GK0915'THE STATION IS LOCATED ON THE WEST SIDE OF A GRAVELED ROAD
 GK0915'ABOUT 4-1/2 MILES AIRLINE NORTH-NORTHEAST OF ETTER, ABOUT 8
 GK0915'MILES AIRLINE WEST-NORTHWEST OF SUNRAY, AND ABOUT 15 MILES
 GK0915'AIRLINE NORTH OF DUMAS.
 GK0915'
 GK0915'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 1266 AND
 GK0915'U.S. HIGHWAY 287 AT THE SOUTH EDGE OF ETTER, GO EAST ON FARM
 GK0915'ROAD 1266, AS PER SIGN, SUNRAY, 2.3 MILES TO A SIDE ROAD
 GK0915'ON THE LEFT.  TURN LEFT ONTO A GRAVELED ROAD AND GO 3.7 MILES
 GK0915'TO A TRIANGULAR BLAZED POWER LINE POLE AND THE AZIMUTH MARK
 GK0915'ON THE RIGHT.  KEEP STRAIGHT AHEAD 0.3 MILE TO A WHITE WITNESS
 GK0915'POST AND THE STATION ON THE LEFT.
 GK0915'
 GK0915'THE STATION MARK IS A STANDARD DISK STAMPED, DAVIS 1935 SET
 GK0915'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH
 GK0915'WITH THE GROUND.  IT IS 3 FEET NORTHEAST OF A WHITE WITNESS
 GK0915'POST, 5 FEET EAST OF A FENCE LINE, 22 FEET WEST OF THE CENTERLINE
 GK0915'OF THE ROAD, AND ABOUT 100 YARDS WEST OF A WINDMILL.
 GK0915'
 GK0915'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, DAVIS
 GK0915'NO. 1 1935 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 GK0915'THAT IS FLUSH WITH THE GROUND.  IT IS 2 FEET WEST OF A FENCE
 GK0915'LINE, 25 FEET EAST OF THE CENTERLINE OF THE ROAD, AND THE SAME
 GK0915'ELEVATION AS THE STATION.
 GK0915'
 GK0915'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, DAVIS
 GK0915'NO. 2 1935 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 GK0915'THAT IS FLUSH WITH THE GROUND.  IT IS 12 FEET NORTH OF A
 GK0915'WIRE GATE IN A NORTH-SOUTH FENCE LINE, 26 FEET WEST OF THE
 GK0915'CENTERLINE OF THE ROAD, AND THE SAME ELEVATION AS THE STATION.
 GK0915'
 GK0915'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF THE ROAD
 GK0915'LEADING TO THE STATION AND IS A REFERENCE MARK DISK STAMPED,
 GK0915'DAVIS AZIMUTH 1935 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GK0915'POST THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 21 FEET
 GK0915'WEST OF A TRIANGULAR BLAZED POWER LINE POLE, 1 FOOT WEST OF
 GK0915'A FENCE LINE, AND 26 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GK0915
 GK0915                          STATION RECOVERY (1965)
 GK0915
 GK0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GK0915'STATION NOT FOUND.  THE AREA 5 FEET EAST OF A FENCE LINE AND
 GK0915'22 FEET WEST OF THE CENTER LINE OF THE ROAD IS NOW A BARROW
 GK0915'PIT.  THE STATION WAS PROBABLY UPROOTED WHEN THE BARROW PIT
 GK0915'WAS DUG.
 GK0915'
 GK0915'THE MONUMENTS WITH THEIR TABLETS INTACT FOR R.M. 2 AND THE
 GK0915'AZIMUTH MARK WERE FOUND LYING IN THE FENCE LINE AT THE DESCRIBED
 GK0915'AREA.
 GK0915
 GK0915                          STATION RECOVERY (1966)
 GK0915
 GK0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 GK0915'THE STATION MARKS (SURFACE AND UNDERGROUND) WERE SEARCHED FOR
 GK0915'BUT NOT FOUND.  IT IS BELIEVED BOTH MARKS WERE DESTROYED
 GK0915'DURING CONSTRUCTION OF ROAD IMPROVEMENTS.  REFERENCE MARK NO. 2
 GK0915'AND THE AZIMUTH MARK WERE FOUND TO BE DESTROYED.  THE CONCRETE
 GK0915'POSTS HAD BEEN PULLED OUT OF THE GROUND AND LAYING SOME DISTANCE
 GK0915'FROM THERE ORIGINAL POSITIONS.  REFERENCE MARK NO. 1 WAS
 GK0915'FOUND TO BE IN POOR CONDITION.  IT HAD BEEN HIT BY ROAD
 GK0915'MACHINERY AND WAS LEANING OUT OF POSITION.
 GK0915'
 GK0915'IT IS SUGGESTED THIS STATION SHOULD BE CONSIDERED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0677 ***********************************************************************
 AZ0677  DESIGNATION -  DAVIS
 AZ0677  PID         -  AZ0677
 AZ0677  STATE/COUNTY-  TX/VAL VERDE
 AZ0677  USGS QUAD   -  RAMSEY CANYON (1980)
 AZ0677
 AZ0677                         *CURRENT SURVEY CONTROL
 AZ0677  ___________________________________________________________________
 AZ0677* NAD 83(1993)-  29 47 07.18312(N)    101 40 38.13524(W)     ADJUSTED  
 AZ0677* NAVD 88     -       507.2    (meters)    1664.     (feet)  VERTCON   
 AZ0677  ___________________________________________________________________
 AZ0677  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AZ0677  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AZ0677
 AZ0677  HORZ ORDER  -  FIRST
 AZ0677
 AZ0677.The horizontal coordinates were established by classical geodetic methods
 AZ0677.and adjusted by the National Geodetic Survey in February 1996..
 AZ0677
 AZ0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0677
 AZ0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0677
 AZ0677.The geoid height was determined by GEOID03.
 AZ0677
 AZ0677;                    North         East     Units Scale Factor Converg.
 AZ0677;SPC TXSC     - 4,219,297.320   341,177.036   MT  0.99989404   -1 18 41.8
 AZ0677;SPC TXSC     -13,842,811.29  1,119,344.99   sFT  0.99989404   -1 18 41.8
 AZ0677;UTM  14      - 3,298,003.599   241,182.499   MT  1.00042658   -1 19 50.4
 AZ0677
 AZ0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0677!SPC TXSC     -   0.99992392  x   0.99989404  =   0.99981797
 AZ0677!UTM  14      -   0.99992392  x   1.00042658  =   1.00035047
 AZ0677
 AZ0677:                Primary Azimuth Mark                     Grid Az
 AZ0677:SPC TXSC     -  DAVIS AZ MK                              048 01 21.1
 AZ0677:UTM  14      -  DAVIS AZ MK                              048 02 29.7
 AZ0677
 AZ0677|---------------------------------------------------------------------|
 AZ0677| PID    Reference Object                     Distance      Geod. Az  |
 AZ0677|                                                           dddmmss.s |
 AZ0677| CH8751 DAVIS AZ MK                                        0464239.3 |
 AZ0677| CH8753 DAVIS RM 2                           15.667 METERS 15352     |
 AZ0677| CH8752 DAVIS RM 1                           35.403 METERS 34334     |
 AZ0677|---------------------------------------------------------------------|
 AZ0677
 AZ0677                          SUPERSEDED SURVEY CONTROL
 AZ0677
 AZ0677  NAD 83(1986)-  29 47 07.14445(N)    101 40 38.14525(W) AD(       ) 1
 AZ0677  NAD 27      -  29 47 06.41700(N)    101 40 36.72600(W) AD(       ) 1
 AZ0677  NGVD 29 (07/19/86)  507.1    (m)         1664.     (f) VERT ANG       
 AZ0677
 AZ0677.Superseded values are not recommended for survey control.
 AZ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0677.See file dsdata.txt to determine how the superseded data were derived.
 AZ0677
 AZ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT4118298004(NAD 83)
 AZ0677_MARKER: DS = TRIANGULATION STATION DISK
 AZ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0677
 AZ0677  HISTORY     - Date     Condition        Report By
 AZ0677  HISTORY     - 1934     MONUMENTED       CGS
 AZ0677  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 AZ0677
 AZ0677                          STATION DESCRIPTION
 AZ0677
 AZ0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 AZ0677'ABOUT 7 MILES SOUTH 80 DEG WEST OF LANGTRY, TEXAS, RAILROAD
 AZ0677'STATION, 2 MILES NORTH OF RIO GRANDE ON A SMALL KNOLL ABOUT 0.3
 AZ0677'MILE EAST OF RESIDENCE OF MR. DAVIS, OWNER OF LAND ON WHICH
 AZ0677'STATION IS SITUATED.  THE STATION IS NOT ON THE HIGHEST POINT
 AZ0677'IN THE VICINITY, BUT ON HIGHEST POINT OF KNOLL.
 AZ0677'
 AZ0677'TO REACH FROM LANGTRY TOURIST CAMP, GO WEST ON U.S. HIGHWAY 90,
 AZ0677'6.7 MILES, TURN LEFT THROUGH RED BOARD GATE TO OLD HIGHWAY
 AZ0677'ABOUT 50 FEET DISTANT.  FOLLOW OLD HIGHWAY 0.65 MILE TO CATTLE
 AZ0677'GUARD, CONTINUE 0.2 MILE.  LEAVE OLD HIGHWAY HERE, TURN SHARP
 AZ0677'LEFT TO A DIM ROAD AND GO 0.45 MILE.  TURN LEFT, GO 0.15 MILE
 AZ0677'TO CONCRETE WATER TANK ABOUT 50 YARDS TO THE RIGHT OF ROAD.
 AZ0677'CONTINUE 0.2 MILE TO A GATE IN NORTH AND SOUTH FENCE, PASS
 AZ0677'THROUGH GATE AND CONTINUE 0.25 MILE TO POINT WHERE A ROAD
 AZ0677'ENTERS FROM LEFT, KEEP RIGHT 0.8 MILE TO A GATE ABOUT 50
 AZ0677'YARDS NORTHEAST OF WINDMILL, ENTER GATE AND GO THROUGH
 AZ0677'ANOTHER GATE IMMEDIATELY SOUTHEAST OF WINDMILL AND FOLLOW
 AZ0677'DIM ROAD SOUTHEAST UPGRADE 0.6 MILE TO POINT WHERE A ROAD
 AZ0677'ENTERS FROM LEFT, CONTINUE 0.3 MILE, TAKE LEFT FORK
 AZ0677'(SOUTHEAST) AND GO 0.3 MILE, THENCE RIGHT FORK FOR 0.5 MILE
 AZ0677'TO A WIRE GATE.  CONTINUE 0.3 MILE TO A SMALL KNOLL ON
 AZ0677'LEFT, AND STATION.
 AZ0677'
 AZ0677'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AZ0677'BRONZE DISKS SET IN CONCRETE.
 AZ0677'ALL MARKS PROJECT 5 TO 6 INCHES ABOVE
 AZ0677'THE GROUND.
 AZ0677'
 AZ0677'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE OF STATION, 30 PACES
 AZ0677'SOUTH OF AN EAST-AND-WEST FENCE AND ABOUT 40 PACES EAST OF GATE
 AZ0677'ENTERED TO REACH STATION, ON A ROUND TOPPED HILL.
 AZ0677
 AZ0677                          STATION RECOVERY (2001)
 AZ0677
 AZ0677'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0935 ***********************************************************************
 CD0935  DESIGNATION -  DAVIS
 CD0935  PID         -  CD0935
 CD0935  STATE/COUNTY-  TX/REEVES
 CD0935  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0935
 CD0935                         *CURRENT SURVEY CONTROL
 CD0935  ___________________________________________________________________
 CD0935* NAD 83(1993)-  31 05 35.92766(N)    104 02 07.39481(W)     ADJUSTED  
 CD0935* NAVD 88     -      1273.2    (meters)    4177.     (feet)  VERTCON   
 CD0935  ___________________________________________________________________
 CD0935  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 CD0935  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 CD0935
 CD0935  HORZ ORDER  -  FIRST
 CD0935
 CD0935.The horizontal coordinates were established by classical geodetic methods
 CD0935.and adjusted by the National Geodetic Survey in February 1996..
 CD0935
 CD0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0935
 CD0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0935
 CD0935.The geoid height was determined by GEOID03.
 CD0935
 CD0935;                    North         East     Units Scale Factor Converg.
 CD0935;SPC TX C     - 3,164,027.259   346,889.310   MT  0.99988302   -1 54 24.4
 CD0935;SPC TX C     -10,380,646.10  1,138,086.01   sFT  0.99988302   -1 54 24.4
 CD0935;UTM  13      - 3,440,343.430   592,000.011   MT  0.99970440   +0 29 53.5
 CD0935
 CD0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0935!SPC TX C     -   0.99980363  x   0.99988302  =   0.99968667
 CD0935!UTM  13      -   0.99980363  x   0.99970440  =   0.99950809
 CD0935
 CD0935|---------------------------------------------------------------------|
 CD0935| PID    Reference Object                     Distance      Geod. Az  |
 CD0935|                                                           dddmmss.s |
 CD0935| CD0936 DAVIS ASTRO 1968                      4.114 METERS 11334     |
 CD0935| CH8754 DAVIS AZ MK                                        1964723.1 |
 CD0935| CD0934 KENT CONTL TEL CO MW KVU 51         APPROX. 7.7 KM 2152645.2 |
 CD0935| CH8755 DAVIS RM 1                           31.205 METERS 26919     |
 CD0935| CH8756 DAVIS RM 2                           21.461 METERS 33609     |
 CD0935|---------------------------------------------------------------------|
 CD0935
 CD0935                          SUPERSEDED SURVEY CONTROL
 CD0935
 CD0935  NAD 83(1986)-  31 05 35.92870(N)    104 02 07.39049(W) AD(       ) 1
 CD0935  NAD 27      -  31 05 35.43494(N)    104 02 05.70309(W) AD(       ) 1
 CD0935  NGVD 29 (07/19/86) 1272.8    (m)         4176.     (f) VERT ANG       
 CD0935
 CD0935.Superseded values are not recommended for survey control.
 CD0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0935.See file dsdata.txt to determine how the superseded data were derived.
 CD0935
 CD0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ9200040343(NAD 83)
 CD0935_MARKER: DS = TRIANGULATION STATION DISK
 CD0935_SETTING: 66 = SET IN ROCK OUTCROP
 CD0935
 CD0935  HISTORY     - Date     Condition        Report By
 CD0935  HISTORY     - 1968     MONUMENTED       CGS
 CD0935  HISTORY     - 1971     GOOD             NGS
 CD0935
 CD0935                          STATION DESCRIPTION
 CD0935
 CD0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD0935'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF TOYAH, 11-1/2
 CD0935'MILES EAST-NORTHEAST OF KENT AND ABOUT 1 MILE NORTHEAST OF THE
 CD0935'JUNCTION OF U.S. HIGHWAYS 80 AND 290.
 CD0935'
 CD0935'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 2903 AND
 CD0935'U.S. HIGHWAY 80 IN TOYAH, GO SOUTHWEST ON U.S. HIGHWAY 80 FOR
 CD0935'22.45 MILES TO THE JUNCTION OF U.S. HIGHWAY 290.  (THIS HIGHWAY
 CD0935'IS UNDER CONSTRUCTION AND THE MILEAGE MAY CHANGE A LITTLE WHEN
 CD0935'COMPLETED.) TURN LEFT AND GO EASTERLY ON U.S. HIGHWAY 290 FOR
 CD0935'0.75 MILE TO A METAL GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 CD0935'GATE, THENCE RIGHT AND GO EASTERLY ALONG THE NORTH SIDE OF A
 CD0935'WIRE FENCE FOR 0.25 MILE TO A DIM FIELD ROAD ON THE LEFT.
 CD0935'TURN LEFT AND GO NORTHERLY UP HILL FOR 0.2 MILE TO THE AZIMUTH
 CD0935'MARK ON THE RIGHT.  CONTINUE NORTHERLY FOR 0.1 MILE, THENCE BEAR
 CD0935'RIGHT FOR 0.15 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 CD0935'STATION.
 CD0935'
 CD0935'THE STATION MARK IS A STANDARD DISK, STAMPED DAVIS 1968, CEMENTED
 CD0935'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 CD0935'SURFACE.  IT IS 14.5 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 CD0935'WITH SIGN ATTACHED.
 CD0935'
 CD0935'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DAVIS NO 1 1968,
 CD0935'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 CD0935'SURFACE.  IT IS ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION
 CD0935'AND ON THE WEST SLOPE OF THE HILL.  IT IS 99.5 FEET WEST OF THE
 CD0935'METAL WITNESS POST AND SIGN.
 CD0935'
 CD0935'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DAVIS NO 2 1968,
 CD0935'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 CD0935'SURFACE.  IT IS 82.0 FEET NORTH OF THE METAL WITNESS POST AND SIGN.
 CD0935'
 CD0935'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DAVIS 1968, CEMENTED
 CD0935'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 CD0935'SURFACE.  IT IS 66 FEET EAST OF THE CENTER OF A DIM FIELD ROAD
 CD0935'AND 4 FEET NORTHWEST OF A PILE OF ROCKS.
 CD0935
 CD0935                          STATION RECOVERY (1971)
 CD0935
 CD0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CD0935'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 CD0935'WERE RECOVERED AS PREVIOUSLY DESCRIBED IN 1968 IN GOOD
 CD0935'CONDITION.  DUE TO ROAD CONSTRUCTION A NEW TO REACH FOLLOWS.
 CD0935'
 CD0935'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF TOYAH, 11-1/2
 CD0935'MILES EAST-NORTHEAST OF KENT AND ABOUT 1 MILE NORTHEAST OF THE
 CD0935'JUNCTION OF INTERSTATE HIGHWAYS 10 AND 25.
 CD0935'
 CD0935'TO REACH THE STATION FROM THE POST OFFICE IN TOYAHVALE GO WEST
 CD0935'ON U.S. HIGHWAY 290 FOR 0.15 MILE TO THE JUNCTION WITH STATE
 CD0935'HIGHWAY 17.  CONTINUE WESTERLY ON U.S. HIGHWAY 290 FOR 14.8 MILES
 CD0935'TO A JUNCTION WITH INTERSTATE HIGHWAY 10, (THIS JUNCTION IS
 CD0935'TEMPORARY, AS INTERSTATE HIGHWAY 10 IS UNDER CONSTRUCTION AT THIS
 CD0935'TIME).  CONTINUE WEST ON INTERSTATE HIGHWAY 10 FOR 3.9 MILES TO
 CD0935'AN EXIT OFF OF INTERSTATE HIGHWAY 10 LEADING TO AN OVERPASS.
 CD0935'BEAR RIGHT ON THE EXIT AND CONTINUE WEST FOR 0.1 MILE TO THE
 CD0935'NORTH END OF THE OVERPASS AND A METAL GATE IN THE NORTH
 CD0935'RIGHT-OF-WAY FENCE LINE.  PASS THROUGH GATE AND GO NORTH,
 CD0935'UPHILL, ON A BLADED TRAIL FOR 0.15 MILE TO THE AZIMUTH MARK ON
 CD0935'THE LEFT.  TURN LEFT AND FOLLOW A TRACK ROAD THENCE BLADED
 CD0935'TRAIL NORTHERLY ALONG TOP OF RIDGE FOR 0.1 MILE TO A Y-FORK.
 CD0935'TAKE RIGHT FORK AND CONTINUE NORTHERLY FOR 0.2 MILE TO
 CD0935'HIGHEST POINT OF HILL AND THE STATION AS DESCRIBED.
 CD0935'
 CD0935'THE STATION MARK IS A STANDARD DISK, STAMPED DAVIS 1968, CEMENTED
 CD0935'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 CD0935'SURFACE.  IT IS 14.5 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 CD0935'WITH SIGN ATTACHED.
 CD0935'
 CD0935'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DAVIS NO 1 1968,
 CD0935'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 CD0935'SURFACE.  IT IS ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION
 CD0935'AND ON THE WEST SLOPE OF THE HILL.  IT IS 99.5 FEET WEST OF THE
 CD0935'METAL WITNESS POST.
 CD0935'
 CD0935'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DAVIS NO 2 1968,
 CD0935'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 CD0935'SURFACE.  IT IS 82 FEET NORTH OF THE METAL WITNESS POST.
 CD0935'
 CD0935'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAVIS 1968, CEMENTED
 CD0935'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 CD0935'SURFACE.  IT IS 58 FEET WEST OF THE CENTER OF THE BLADED TRAIL,
 CD0935'19 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 5 FEET WEST OF
 CD0935'A SMALL CAIRN.
 CD0935'
 CD0935'HEIGHT OF LIGHT ABOVE STATION MARK 0.33 FEET.
 CD0935'
 CD0935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CD0935'11-1/2 MILES EAST-NORTHEAST OF KENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1052 ***********************************************************************
 CU1052  DESIGNATION -  DAVIS
 CU1052  PID         -  CU1052
 CU1052  STATE/COUNTY-  TX/SCURRY
 CU1052  USGS QUAD   -  IRA NE (1979)
 CU1052
 CU1052                         *CURRENT SURVEY CONTROL
 CU1052  ___________________________________________________________________
 CU1052* NAD 83(1993)-  32 40 54.90221(N)    101 00 31.66320(W)     ADJUSTED  
 CU1052* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 CU1052  ___________________________________________________________________
 CU1052  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 CU1052  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CU1052
 CU1052  HORZ ORDER  -  SECOND
 CU1052
 CU1052.The horizontal coordinates were established by classical geodetic methods
 CU1052.and adjusted by the National Geodetic Survey in February 1996..
 CU1052
 CU1052.The orthometric height was scaled from a topographic map.
 CU1052
 CU1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1052
 CU1052.The geoid height was determined by GEOID03.
 CU1052
 CU1052;                    North         East     Units Scale Factor Converg.
 CU1052;SPC TXNC     - 2,115,390.302   364,754.818   MT  0.99989331   -1 22 05.8
 CU1052;SPC TXNC     - 6,940,243.02  1,196,699.77   sFT  0.99989331   -1 22 05.8
 CU1052;UTM  14      - 3,617,808.392   311,660.053   MT  1.00003741   -1 05 06.1
 CU1052
 CU1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1052!SPC TXNC     -   0.99988825  x   0.99989331  =   0.99978157
 CU1052!UTM  14      -   0.99988825  x   1.00003741  =   0.99992565
 CU1052
 CU1052:                Primary Azimuth Mark                     Grid Az
 CU1052:SPC TXNC     -  MUNICIPAL                                009 25 07.2
 CU1052:UTM  14      -  MUNICIPAL                                009 08 07.5
 CU1052
 CU1052|---------------------------------------------------------------------|
 CU1052| PID    Reference Object                     Distance      Geod. Az  |
 CU1052|                                                           dddmmss.s |
 CU1052| CU1051 MUNICIPAL                           APPROX. 2.8 KM 0080301.4 |
 CU1052| CU1038 SNYDER SUNRAY OIL CO STACK          APPROX. 9.1 KM 0311109.3 |
 CU1052| CH8758 DAVIS RM 3                           25.776 METERS 03409     |
 CU1052| CU1035 SNYDER COMMERCIAL ENGR CO MAST      APPROX.12.4 KM 0460645.6 |
 CU1052| CU1033 SNYDER FAA MICROWAVE                APPROX.15.4 KM 0461008.3 |
 CU1052| CU1026 SNYDER RAD STA KNSY MAST            APPROX. 8.0 KM 0550416.9 |
 CU1052| CU1029 SNYDER WINSTON APT BEACON           APPROX. 5.8 KM 0692444.3 |
 CU1052| CH8757 DAVIS RM 2                           87.657 METERS 11943     |
 CU1052| CU1053 IRA C T MCLAUGHLIN CO MAST          APPROX. 7.8 KM 2513250.7 |
 CU1052|---------------------------------------------------------------------|
 CU1052
 CU1052                          SUPERSEDED SURVEY CONTROL
 CU1052
 CU1052  NAD 83(1986)-  32 40 54.90760(N)    101 00 31.65419(W) AD(       ) 2
 CU1052  NAD 27      -  32 40 54.51393(N)    101 00 30.22194(W) AD(       ) 2
 CU1052
 CU1052.Superseded values are not recommended for survey control.
 CU1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1052.See file dsdata.txt to determine how the superseded data were derived.
 CU1052
 CU1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1166017808(NAD 83)
 CU1052_MARKER: DD = SURVEY DISK
 CU1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1052
 CU1052  HISTORY     - Date     Condition        Report By
 CU1052  HISTORY     - 1949     MONUMENTED       USGS
 CU1052  HISTORY     - 1968     GOOD             USGS
 CU1052
 CU1052                          STATION DESCRIPTION
 CU1052
 CU1052'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 CU1052'SNYDER, 2.5 MI. S. AND 4.5 MI. W. OF COURTHOUSE AT, ON LAND OWNED BY
 CU1052'MR. DAVIS.  TO REACH FROM COURTHOUSE AT SNYDER GO W. ALONG U.S.
 CU1052'HIGHWAY 180 4.6 MI. TO CROSSROADS, GO S. ALONG GRADED RD. 3.0 MI. TO
 CU1052'ANOTHER CROSSROADS, GO W. ALONG RD. 0.55 MI. TO HOUSE, GO AROUND
 CU1052'HOUSE, THROUGH BARNYARD AND 0.2 MI. S. TO TOP OF HILL AND STATION.
 CU1052'STATION IS 71 FT. S. AND 42 FT. W. OF FENCE CORNER AT SW. CORNER OF
 CU1052'CULTIVATED FIELD.
 CU1052'
 CU1052'STATION MARK--STANDARD TABLET IN CONCRETE POST, STAMPED ---DAVIS
 CU1052'1949---, PROJECTS 2 IN. ABOVE GROUND.
 CU1052'
 CU1052'REFERENCE MARK NO. 1--STANDARD TABLET, 1,336.29 FT. NE. OF STATION,
 CU1052'126 FT. N. OF T-FENCE W. (SE. CORNER OF CULTIVATED FIELD), 2 FT. E.
 CU1052'OF FENCE, IN CONCRETE POST, STAMPED ---DAVIS NO. 1 1949---.
 CU1052'
 CU1052'REFERENCE MARK NO. 2--STANDARD TABLET, 287.44 FT. E-SE. OF STATION,
 CU1052'4 FT. N. AND 2 FT. W. OF T-FENCE E., IN CONCRETE POST, STAMPED
 CU1052'---DAVIS NO. 2 1949---.
 CU1052
 CU1052                          STATION RECOVERY (1968)
 CU1052
 CU1052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (CAA)
 CU1052'DUE TO BRUSH ON LINE, NO MEASUREMENT BETWEEN REFERENCE MARKS.
 CU1052'
 CU1052'STATION IS LOCATED ABOUT 8 MILES NORTH OF IRA, ABOUT 6 MILES
 CU1052'SOUTHWEST OF SNYDER AND 3 MILES SOUTH OF UNION ON THE HIGHEST
 CU1052'POINT OF HILL ON PROPERTY OWNED BY MR. ELMO CROWEN.
 CU1052'
 CU1052'TO REACH FROM THE COURTHOUSE IN SNYDER, GO WEST ON U.S. HIGHWAY 180
 CU1052'FOR 4.6 MILES TO UNION AND FARM ROAD 1609, TURN LEFT AND GO SOUTH ON
 CU1052'FARM ROAD 1609 FOR 3.0 MILES TO CROSSROAD, TURN RIGHT AND GO WEST
 CU1052'FOR 0.5 MILE TO HOUSE, TURN LEFT, PASS TO THE WEST OF HOUSE TO
 CU1052'WIRE GATE, PASS THROUGH GATE AND FOLLOW TRACK ROAD SOUTH TO TOP
 CU1052'OF HILL AND STATION.
 CU1052'
 CU1052'STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 CU1052'DAVIS 1949, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 CU1052'PROJECTS 4 INCHES.  THE MARK IS ON THE HIGHEST POINT OF HILL AND
 CU1052'84.5 FEET SOUTHWEST OF FENCE CORNER.
 CU1052'
 CU1052'REFERENCE MARK 2, U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 CU1052'STAMPED DAVIS NO 2 1949, IS SET IN THE TOP OF A ROUND CONCRETE
 CU1052'POST WHICH PROJECTS 3 INCHES.  THE MARK IS 1 FOOT WEST OF FENCE
 CU1052'AND ABOUT 6 FEET LOWER THAN THE STATION.
 CU1052'
 CU1052'REFERENCE MARK 3, A COAST AND GEODETIC SURVEY REFERENCE MARK DISK
 CU1052'STAMPED DAVIS USGS NO 3 1968, IS SET IN THE TOP OF A ROUND CONCRETE
 CU1052'POST WHICH PROJECTS 2 INCHES.  THE MARK IS 1 FOOT SOUTH OF FENCE
 CU1052'AND 3 FEET EAST OF FENCE CORNER.
 CU1052'
 CU1052'STATION MUNICIPAL TO SERVE AS AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1977 ***********************************************************************
 FL1977  DESIGNATION -  DAVIS
 FL1977  PID         -  FL1977
 FL1977  STATE/COUNTY-  TX/GRAY
 FL1977  USGS QUAD   -  HUDGENS RANCH (1962)
 FL1977
 FL1977                         *CURRENT SURVEY CONTROL
 FL1977  ___________________________________________________________________
 FL1977* NAD 83(1993)-  35 22 20.29655(N)    100 40 33.83911(W)     ADJUSTED  
 FL1977* NAVD 88     -       871.     (meters)    2858.     (feet)  SCALED    
 FL1977  ___________________________________________________________________
 FL1977  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FL1977  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1977
 FL1977  HORZ ORDER  -  SECOND
 FL1977
 FL1977.The horizontal coordinates were established by classical geodetic methods
 FL1977.and adjusted by the National Geodetic Survey in February 1996..
 FL1977
 FL1977.The orthometric height was scaled from a topographic map.
 FL1977
 FL1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1977
 FL1977.The geoid height was determined by GEOID03.
 FL1977
 FL1977;                    North         East     Units Scale Factor Converg.
 FL1977;SPC TX N     - 1,152,550.725   274,865.601   MT  0.99991119   +0 28 39.0
 FL1977;SPC TX N     - 3,781,326.84    901,788.23   sFT  0.99991119   +0 28 39.0
 FL1977;UTM  14      - 3,915,620.868   347,744.921   MT  0.99988568   -0 58 13.6
 FL1977
 FL1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1977!SPC TX N     -   0.99986733  x   0.99991119  =   0.99977853
 FL1977!UTM  14      -   0.99986733  x   0.99988568  =   0.99975303
 FL1977
 FL1977|---------------------------------------------------------------------|
 FL1977| PID    Reference Object                     Distance      Geod. Az  |
 FL1977|                                                           dddmmss.s |
 FL1977| CK8490 DAVIS RM 1                            8.757 METERS 08856     |
 FL1977| CK8491 DAVIS RM 2                            9.098 METERS 17546     |
 FL1977| CK8489 DAVIS AZ MK                                        2665518.0 |
 FL1977|---------------------------------------------------------------------|
 FL1977
 FL1977                          SUPERSEDED SURVEY CONTROL
 FL1977
 FL1977  NAD 83(1993)-  35 22 20.29827(N)    100 40 33.83820(W) AD(       ) 2
 FL1977  NAD 83(1986)-  35 22 20.30164(N)    100 40 33.82911(W) AD(       ) 2
 FL1977  NAD 27      -  35 22 20.13600(N)    100 40 32.33700(W) AD(       ) 2
 FL1977
 FL1977.Superseded values are not recommended for survey control.
 FL1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1977.See file dsdata.txt to determine how the superseded data were derived.
 FL1977
 FL1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4774515621(NAD 83)
 FL1977_MARKER: DS = TRIANGULATION STATION DISK
 FL1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1977
 FL1977  HISTORY     - Date     Condition        Report By
 FL1977  HISTORY     - 1951     MONUMENTED       CGS
 FL1977  HISTORY     - 1956     GOOD             CGS
 FL1977  HISTORY     - 1962     GOOD             CGS
 FL1977
 FL1977                          STATION DESCRIPTION
 FL1977
 FL1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1977'THE STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF STATE
 FL1977'HIGHWAY 273 ABOUT 10 MILES NORTH-NORTHWEST OF MC LEAN, 8 MILES
 FL1977'EAST-SOUTHEAST OF LEFORS, AND 2 MILES SOUTH OF THE NORTH FORK
 FL1977'OF THE RED RIVER.  IT IS 75 FEET NORTH OF THE CENTERLINE OF
 FL1977'THE HIGHWAY, 5 FEET SOUTH OF AN EAST-WEST FENCE, AND 4.5 FEET
 FL1977'SOUTHWEST OF A WITNESS POST.  THE STATION MARK IS A BRONZE
 FL1977'DISK STAMPED DAVIS 1951 AND IS SET IN A CONCRETE POST THAT
 FL1977'PROJECTS 2 INCHES.
 FL1977'
 FL1977'REFERENCE MARK NO. 1 IS 4 FEET SOUTH OF AN EAST-WEST FENCE.
 FL1977'IT IS A BRONZE DISK STAMPED DAVIS NO 1 1951 AND IS SET IN A
 FL1977'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FL1977'
 FL1977'REFERENCE MARK NO. 2 IS 45 FEET NORTH OF THE CENTERLINE OF THE
 FL1977'HIGHWAY.  IT IS A BRONZE DISK STAMPED DAVIS NO 2 1951 AND IS
 FL1977'SET IN A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FL1977'
 FL1977'THE AZIMUTH MARK IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF
 FL1977'HIGHWAY 273, 100 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FL1977'2 FEET EAST OF A WITNESS POST, AND 1 FOOT NORTH OF AN EAST-WEST
 FL1977'FENCE.  IT IS A BRONZE DISK STAMPED DAVIS 1951 AND IS SET IN
 FL1977'A CONCRETE POST THAT PROJECTS 4 INCHES.
 FL1977'
 FL1977'TO REACH FROM LEFORS, GO SOUTHEASTERLY ON STATE HIGHWAY 273 FOR
 FL1977'9.75 MILES TO THE TOP OF A HIGH GRADE AND THE STATION AS
 FL1977'DESCRIBED.  THE AZIMUTH MARK IS REACHED BY GOING 0.4 MILE
 FL1977'WEST OF THE STATION AND AS DESCRIBED.
 FL1977
 FL1977                          STATION RECOVERY (1956)
 FL1977
 FL1977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL1977'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1977'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 FL1977'PROCEEDING TO STATION SITE ARE CORRECT.
 FL1977
 FL1977                          STATION RECOVERY (1962)
 FL1977
 FL1977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SEU)
 FL1977'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 FL1977'MARK WERE RECOVERED IN GOOD CONDITION.
 FL1977'
 FL1977'AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT, THE STATION
 FL1977'SURFACE MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE DESTROYED TO
 FL1977'CLEAR THE AREA FOR WIDENING OF STATE HIGHWAY 273, AFTER
 FL1977'TRIANGULATION STATION DAVIS 2 1962 AND REFERENCE MARKS NOS. 3 AND 4
 FL1977'WERE ESTABLISHED.  DAVIS 1951 AZIMUTH MARK WAS NOT
 FL1977'DISTURBED.  IT WAS USED TO SERVE AS THE AZIMUTH MARK FOR
 FL1977'DAVIS 2.  THE UNDERGROUND STATION MARK DISK MAY NOT BE DESTROYED
 FL1977'AS EXCAVATING IN VICINITY OF MARK WOULD BE LIGHT, AS STATED BY
 FL1977'HIGHWAY DEPT.
 FL1977'
 FL1977'NOTE--SEE DESCRIPTION FOR TRIANGULATION STATION DAVIS 2 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1221 ***********************************************************************
 CT1221  DESIGNATION -  DAVIS
 CT1221  PID         -  CT1221
 CT1221  STATE/COUNTY-  TX/SHACKELFORD
 CT1221  USGS QUAD   -  FLATTOP (1984)
 CT1221
 CT1221                         *CURRENT SURVEY CONTROL
 CT1221  ___________________________________________________________________
 CT1221* NAD 83(1993)-  32 35 55.74061(N)    099 30 11.56421(W)     ADJUSTED  
 CT1221* NAVD 88     -       591.     (meters)    1939.     (feet)  SCALED    
 CT1221  ___________________________________________________________________
 CT1221  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CT1221  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CT1221
 CT1221  HORZ ORDER  -  THIRD
 CT1221
 CT1221.The horizontal coordinates were established by classical geodetic methods
 CT1221.and adjusted by the National Geodetic Survey in February 1996..
 CT1221
 CT1221.The orthometric height was scaled from a topographic map.
 CT1221
 CT1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1221
 CT1221.The geoid height was determined by GEOID03.
 CT1221
 CT1221;                    North         East     Units Scale Factor Converg.
 CT1221;SPC TXNC     - 2,103,816.094   505,835.099   MT  0.99990365   -0 32 49.7
 CT1221;SPC TXNC     - 6,902,269.97  1,659,560.65   sFT  0.99990365   -0 32 49.7
 CT1221;UTM  14      - 3,606,924.885   452,780.161   MT  0.99962749   -0 16 16.0
 CT1221
 CT1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1221!SPC TXNC     -   0.99991167  x   0.99990365  =   0.99981533
 CT1221!UTM  14      -   0.99991167  x   0.99962749  =   0.99953919
 CT1221
 CT1221                          SUPERSEDED SURVEY CONTROL
 CT1221
 CT1221  NAD 83(1986)-  32 35 55.74710(N)    099 30 11.55286(W) AD(       ) 3
 CT1221
 CT1221.Superseded values are not recommended for survey control.
 CT1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1221.See file dsdata.txt to determine how the superseded data were derived.
 CT1221
 CT1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5278006925(NAD 83)
 CT1221_MARKER: DD = SURVEY DISK
 CT1221_SETTING: 80 = SET IN A BOULDER
 CT1221_SP_SET: SET IN DRILL HOLE IN A BOULDER
 CT1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1221+STABILITY: SURFACE MOTION
 CT1221
 CT1221  HISTORY     - Date     Condition        Report By
 CT1221  HISTORY     - 1955     MONUMENTED       USGS
 CT1221
 CT1221                          STATION DESCRIPTION
 CT1221
 CT1221'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CT1221'STATION LOCATED ABOUT 7.5 MI. E. AND 6 MI. N. OF HAMBY, TEXAS.
 CT1221'
 CT1221'TO REACH FROM HAMBY, PROCEED NE. ON STATE HIGHWAY 351 FOR 10 MI.,
 CT1221'TURN SHARP LEFT AND GO ALONG COUNTY RD. FOR 0.2 MI., STATION LIES
 CT1221'203 FT. TO RIGHT (N.) OF RD. AND ON TOP OF A RIDGE FORMED WHEN AN
 CT1221'OLD ABANDONED QUARRY WAS EXCAVATED.
 CT1221'
 CT1221'STATION MARK--STANDARD CAP CEMENTED IN A DRILL HOLE IN A BURIED
 CT1221'BOULDER PROJECTING 3 IN., STAMPED---DAVIS 1955---.
 CT1221'
 CT1221'REFERENCE MARK NO. 1--CHISELED CROSS ON A BURIED BOULDER 1 IN. ABOVE
 CT1221'GROUND, 41.32 FT. FROM STATION BEARING N 65 16 E.
 CT1221'
 CT1221'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN A TREE, 38.24 FT.
 CT1221'FROM STATION BEARING S 31 00 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7278 ***********************************************************************
 AC7278  DESIGNATION -  DAVIS
 AC7278  PID         -  AC7278
 AC7278  STATE/COUNTY-  TX/BOSQUE
 AC7278  USGS QUAD   -  IREDELL (1979)
 AC7278
 AC7278                         *CURRENT SURVEY CONTROL
 AC7278  ___________________________________________________________________
 AC7278* NAD 83(1993)-  31 56 19.99685(N)    097 51 51.48647(W)     ADJUSTED  
 AC7278* NAVD 88     -       380.     (meters)    1247.     (feet)  SCALED    
 AC7278  ___________________________________________________________________
 AC7278  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AC7278  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AC7278
 AC7278  HORZ ORDER  -  THIRD
 AC7278
 AC7278.The horizontal coordinates were established by classical geodetic methods
 AC7278.and adjusted by the National Geodetic Survey in March 1997..
 AC7278
 AC7278.The orthometric height was scaled from a topographic map.
 AC7278
 AC7278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7278
 AC7278.The geoid height was determined by GEOID03.
 AC7278
 AC7278;                    North         East     Units Scale Factor Converg.
 AC7278;SPC TX C     - 3,254,491.345   933,445.587   MT  1.00001540   +1 16 18.1
 AC7278;SPC TX C     -10,677,443.69  3,062,479.40   sFT  1.00001540   +1 16 18.1
 AC7278;UTM  14      - 3,534,224.786   607,346.975   MT  0.99974211   +0 36 03.1
 AC7278
 AC7278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7278!SPC TX C     -   0.99994462  x   1.00001540  =   0.99996002
 AC7278!UTM  14      -   0.99994462  x   0.99974211  =   0.99968675
 AC7278
 AC7278                          SUPERSEDED SURVEY CONTROL
 AC7278
 AC7278.No superseded survey control is available for this station.
 AC7278
 AC7278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA0734734225(NAD 83)
 AC7278_MARKER: DB = BENCH MARK DISK
 AC7278
 AC7278  HISTORY     - Date     Condition        Report By
 AC7278  HISTORY     - 1955     MONUMENTED       USGS
 AC7278  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AC7278
 AC7278                          STATION DESCRIPTION
 AC7278
 AC7278'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7278'STATION LIES ABOUT 3 MI. DUE S. OF IREDELL, TEXAS, 1900 FT. E. OF A
 AC7278'GRAVEL RD., 150 FT. N. OF THE N. EDGE OF A CLEARING, ON A BRUSH
 AC7278'COVERED HILL.
 AC7278'TO REACH STATION FROM THE FIRST METHODIST CHURCH IN IREDELL, TEXAS, GO
 AC7278'S. ON FARM ROAD 927 FOR 0.2 MI. TO STATE HIGHWAY 6.  TURN RIGHT AND GO
 AC7278'W. ALONG STATE HIGHWAY NO. 6 FOR 0.1 MI. TO A GRAVELED RD. S., TURN
 AC7278'LEFT AND GO S. ALONG GRAVELED RD. FOR 2.3 MI. TO T-RD. W.  TURN RIGHT
 AC7278'AND GO W. AND S. FOR 1.6 MI. TO A GAP IN FENCE ON THE E. SIDE OF RD.
 AC7278'TURN LEFT AND GO E. ALONG DIM TRACK RD. FOR 0.3 MI. TO A CLEARING.
 AC7278'STATION LIES ABOUT 150 FT. N. IN BRUSH ON HIGHEST PART OF HILL.
 AC7278'STATION MARK--A STANDARD BENCH MARK TABLET STAMPED---DAVIS 1955---,
 AC7278'SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FT. ABOVE GROUND.
 AC7278'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER SET IN A 14 X 18 IN.
 AC7278'ROCK, FLUSH WITH THE GROUND, DISTANT FROM STATION 50.88 FT., 195
 AC7278'DEGREES 53 MINUTES, SW.
 AC7278'REFERENCE MARK NO. 2--A CROSS CHISELED ON TOP OF A COPPERWELD SURVEY
 AC7278'ROD, PROJECTING 0.5 FT. ABOVE GROUND, SURROUNDED BY A PILE OF ROCKS,
 AC7278'DISTANT FROM STATION 43.95 FT., 284 DEGREES 07 MINUTES, NW.
 AC7278
 AC7278                          STATION RECOVERY (2001)
 AC7278
 AC7278'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 AC7278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1976 ***********************************************************************
 FL1976  DESIGNATION -  DAVIS 2
 FL1976  PID         -  FL1976
 FL1976  STATE/COUNTY-  TX/GRAY
 FL1976  USGS QUAD   -  HUDGENS RANCH (1962)
 FL1976
 FL1976                         *CURRENT SURVEY CONTROL
 FL1976  ___________________________________________________________________
 FL1976* NAD 83(1993)-  35 22 20.91762(N)    100 40 34.27756(W)     ADJUSTED  
 FL1976* NAVD 88     -       871.     (meters)    2858.     (feet)  SCALED    
 FL1976  ___________________________________________________________________
 FL1976  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FL1976  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1976
 FL1976  HORZ ORDER  -  THIRD
 FL1976
 FL1976.The horizontal coordinates were established by classical geodetic methods
 FL1976.and adjusted by the National Geodetic Survey in February 1996..
 FL1976.No horizontal observational check was made to the station.
 FL1976
 FL1976.The orthometric height was scaled from a topographic map.
 FL1976
 FL1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1976
 FL1976.The geoid height was determined by GEOID03.
 FL1976
 FL1976;                    North         East     Units Scale Factor Converg.
 FL1976;SPC TX N     - 1,152,569.771   274,854.375   MT  0.99991119   +0 28 38.7
 FL1976;SPC TX N     - 3,781,389.32    901,751.40   sFT  0.99991119   +0 28 38.7
 FL1976;UTM  14      - 3,915,640.191   347,734.180   MT  0.99988572   -0 58 13.9
 FL1976
 FL1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1976!SPC TX N     -   0.99986733  x   0.99991119  =   0.99977853
 FL1976!UTM  14      -   0.99986733  x   0.99988572  =   0.99975307
 FL1976
 FL1976|---------------------------------------------------------------------|
 FL1976| PID    Reference Object                     Distance      Geod. Az  |
 FL1976|                                                           dddmmss.s |
 FL1976| CK8492 DAVIS 2 RM 3                         11.221 METERS 01018     |
 FL1976| CK8493 DAVIS 2 RM 4                         17.520 METERS 08555     |
 FL1976| FL1977 DAVIS                                22.110 METERS 14958     |
 FL1976| CK8489 DAVIS AZ MK                                        2653222.2 |
 FL1976|---------------------------------------------------------------------|
 FL1976
 FL1976                          SUPERSEDED SURVEY CONTROL
 FL1976
 FL1976  NAD 83(1993)-  35 22 20.91934(N)    100 40 34.27666(W) AD(       ) 3
 FL1976  NAD 83(1986)-  35 22 20.92271(N)    100 40 34.26756(W) AD(       ) 3
 FL1976  NAD 27      -  35 22 20.75700(N)    100 40 32.77600(W) AD(       ) 3
 FL1976
 FL1976.Superseded values are not recommended for survey control.
 FL1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1976.See file dsdata.txt to determine how the superseded data were derived.
 FL1976
 FL1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4773415640(NAD 83)
 FL1976_MARKER: DS = TRIANGULATION STATION DISK
 FL1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1976
 FL1976  HISTORY     - Date     Condition        Report By
 FL1976  HISTORY     - 1962     MONUMENTED       CGS
 FL1976  HISTORY     - 1970     GOOD             USAF
 FL1976
 FL1976                          STATION DESCRIPTION
 FL1976
 FL1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SEU)
 FL1976'THE STATION IS ABOUT 10 MILES NORTH-NORTHWEST OF MC LEAN AND 9
 FL1976'MILES EAST-SOUTHEAST OF LEFORS, ALONG THE NORTH SIDE OF STATE
 FL1976'HIGHWAY 273, AND ON LAND OWNED BY MR. J.S. MORSE.
 FL1976'
 FL1976'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 2375 AND
 FL1976'STATE HIGHWAY 273 IN LEFORS, GO SOUTHEAST ON STATE HIGHWAY 273
 FL1976'FOR 9.0 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FL1976'EASTERLY ON HIGHWAY 273 FOR 0.5 MILE TO SUMMIT OF ROAD AND
 FL1976'STATION ON THE LEFT.
 FL1976'
 FL1976'STATION MARKS ARE STANDARD DISKS STAMPED DAVIS 2 1962.  THE
 FL1976'SURFACE STATION DISK IS SET IN A 10 IN X 10 IN CONCRETE POST
 FL1976'WHICH PROJECTS 4 INCHES.  IT IS 138 FEET NORTH OF THE CENTERLINE
 FL1976'OF STATE HIGHWAY 273, 57 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 FL1976'FENCE, AND 2 FEET WEST OF A METAL WITNESS POST.
 FL1976'
 FL1976'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FL1976'48 INCHES BELOW THE SURFACE OF THE GROUND.
 FL1976'
 FL1976'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DAVIS 2 NO
 FL1976'3 1962, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE
 FL1976'SURFACE OF THE GROUND.  IT IS 174 FEET NORTH OF THE CENTER
 FL1976'LINE OF STATE HIGHWAY 273, 93.5 FEET NORTH OF THE NORTH
 FL1976'RIGHT-OF-WAY FENCE, AND 37 FEET NORTH OF A METAL WITNESS POST.
 FL1976'
 FL1976'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DAVIS 2 NO 4
 FL1976'1962, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE
 FL1976'SURFACE OF THE GROUND.  IT IS 142 FEET NORTH OF THE CENTER
 FL1976'LINE OF STATE HIGHWAY 273, 55 FEET EAST OF A METAL WITNESS
 FL1976'POST, AND 61 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
 FL1976'
 FL1976'AZIMUTH MARK, A STANDARD DISK STAMPED DAVIS 1951, IS SET IN A
 FL1976'10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 FL1976'100 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 273, 2 FEET
 FL1976'EAST OF A 4 IN X 4 IN WOODEN WITNESS POST, AND 1 FOOT NORTH
 FL1976'OF AN EAST-WEST FENCE.
 FL1976
 FL1976                          STATION RECOVERY (1970)
 FL1976
 FL1976'RECOVERY NOTE BY US AIR FORCE 1970
 FL1976'STATION, R.M. 3 AND R.M. 4 RECOVERED IN GOOD CONDITION.  NO
 FL1976'SEARCH MADE FOR AZIMUTH MARK.  1962 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0449 ***********************************************************************
 BP0449  DESIGNATION -  DAVIS AZ MK
 BP0449  PID         -  BP0449
 BP0449  STATE/COUNTY-  TX/JEFF DAVIS
 BP0449  USGS QUAD   -  FORT DAVIS (1972)
 BP0449
 BP0449                         *CURRENT SURVEY CONTROL
 BP0449  ___________________________________________________________________
 BP0449* NAD 83(1986)-  30 34 59.     (N)    103 52 56.     (W)     SCALED    
 BP0449* NAVD 88     -      1511.937  (meters)    4960.41   (feet)  ADJUSTED  
 BP0449  ___________________________________________________________________
 BP0449  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 BP0449  DYNAMIC HT  -        1509.467 (meters)    4952.31  (feet)  COMP
 BP0449  MODELED GRAV-     978,953.4   (mgal)                       NAVD 88
 BP0449
 BP0449  VERT ORDER  -  FIRST     CLASS I
 BP0449
 BP0449.The horizontal coordinates were scaled from a topographic map and have
 BP0449.an estimated accuracy of +/- 6 seconds.
 BP0449
 BP0449.The orthometric height was determined by differential leveling
 BP0449.and adjusted by the National Geodetic Survey in June 1991..
 BP0449
 BP0449.The geoid height was determined by GEOID03.
 BP0449
 BP0449.The dynamic height is computed by dividing the NAVD 88
 BP0449.geopotential number by the normal gravity value computed on the
 BP0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0449.degrees latitude (g = 980.6199 gals.).
 BP0449
 BP0449.The modeled gravity was interpolated from observed gravity values.
 BP0449
 BP0449;                    North         East    Units  Estimated Accuracy
 BP0449;SPC TX C     - 3,107,020.      359,690.      MT  (+/- 180 meters Scaled)
 BP0449
 BP0449                          SUPERSEDED SURVEY CONTROL
 BP0449
 BP0449  NGVD 29 (??/??/92) 1511.397  (m)         4958.64   (f) ADJ UNCH    1 1
 BP0449
 BP0449.Superseded values are not recommended for survey control.
 BP0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0449.See file dsdata.txt to determine how the superseded data were derived.
 BP0449
 BP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP071839(NAD 83)
 BP0449_MARKER: DZ = AZIMUTH MARK DISK
 BP0449_SETTING: 66 = SET IN ROCK OUTCROP
 BP0449_SP_SET: ROCK OUTCROP
 BP0449_STAMPING: DAVIS 1942
 BP0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0449+STABILITY: POSITION/ELEVATION WELL
 BP0449
 BP0449  HISTORY     - Date     Condition        Report By
 BP0449  HISTORY     - 1942     MONUMENTED       CGS
 BP0449  HISTORY     - 1958     GOOD             NGS
 BP0449  HISTORY     - 1977     POOR             NGS
 BP0449  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BP0449  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0449
 BP0449                          STATION DESCRIPTION
 BP0449
 BP0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0449'1.3 MI SE FROM FORT DAVIS.
 BP0449'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0449'COURTHOUSE AT FORT DAVIS TO THE SAN JOSEPH CEMETERY, THENCE 0.3 MILE
 BP0449'NORTH-NORTHEAST ACROSS A PASTURE, ABOUT 0.3 MILE EAST OF SPENCERS
 BP0449'MOUNTAIN VIEW LODGE, ON THE CREST OF A ROCK COVERED HILL, 108 FEET
 BP0449'EAST OF A FENCE, IN THE TOP OF A ROCK OUTCROP PROJECTING 2 1/2 FEET.
 BP0449
 BP0449                          STATION RECOVERY (1977)
 BP0449
 BP0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0449'MARK RECOVERED IN POOR CONDITION.
 BP0449
 BP0449                          STATION RECOVERY (1996)
 BP0449
 BP0449'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0449'MARK NOT FOUND.
 BP0449
 BP0449                          STATION RECOVERY (2003)
 BP0449
 BP0449'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1180 ***********************************************************************
 CT1180  DESIGNATION -  DAVIS ET
 CT1180  PID         -  CT1180
 CT1180  STATE/COUNTY-  TX/JONES
 CT1180  USGS QUAD   -  FUNSTON (1965)
 CT1180
 CT1180                         *CURRENT SURVEY CONTROL
 CT1180  ___________________________________________________________________
 CT1180* NAD 83(1993)-  32 45 49.76042(N)    099 47 48.69580(W)     ADJUSTED  
 CT1180* NAVD 88     -       528.5    (meters)    1734.     (feet)  VERTCON   
 CT1180  ___________________________________________________________________
 CT1180  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CT1180  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CT1180
 CT1180  HORZ ORDER  -  THIRD
 CT1180
 CT1180.The horizontal coordinates were established by classical geodetic methods
 CT1180.and adjusted by the National Geodetic Survey in February 1996..
 CT1180
 CT1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1180
 CT1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1180
 CT1180.The geoid height was determined by GEOID03.
 CT1180
 CT1180;                    North         East     Units Scale Factor Converg.
 CT1180;SPC TXNC     - 2,122,413.398   478,499.442   MT  0.99988516   -0 42 26.3
 CT1180;SPC TXNC     - 6,963,284.62  1,569,876.92   sFT  0.99988516   -0 42 26.3
 CT1180;UTM  14      - 3,625,385.658   425,361.966   MT  0.99966869   -0 25 52.5
 CT1180
 CT1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1180!SPC TXNC     -   0.99992156  x   0.99988516  =   0.99980673
 CT1180!UTM  14      -   0.99992156  x   0.99966869  =   0.99959028
 CT1180
 CT1180:                Primary Azimuth Mark                     Grid Az
 CT1180:SPC TXNC     -  TP HELP                                  092 35 49.4
 CT1180:UTM  14      -  TP HELP                                  092 19 15.6
 CT1180
 CT1180|---------------------------------------------------------------------|
 CT1180| PID    Reference Object                     Distance      Geod. Az  |
 CT1180|                                                           dddmmss.s |
 CT1180| CT1158 TP HELP                             APPROX.12.3 KM 0915323.1 |
 CT1180|---------------------------------------------------------------------|
 CT1180
 CT1180                          SUPERSEDED SURVEY CONTROL
 CT1180
 CT1180  NAD 83(1993)-  32 45 49.76282(N)    099 47 48.69112(W) AD(       ) 3
 CT1180  NAD 83(1986)-  32 45 49.76613(N)    099 47 48.68719(W) AD(       ) 3
 CT1180  NAD 27      -  32 45 49.35150(N)    099 47 47.34756(W) AD(       ) 3
 CT1180  NGVD 29 (07/19/86)  528.3    (m)         1733.     (f) VERT ANG       
 CT1180
 CT1180.Superseded values are not recommended for survey control.
 CT1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1180.See file dsdata.txt to determine how the superseded data were derived.
 CT1180
 CT1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2536225386(NAD 83)
 CT1180_MARKER: DD = SURVEY DISK
 CT1180_SETTING: 0 = UNSPECIFIED SETTING
 CT1180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1180
 CT1180  HISTORY     - Date     Condition        Report By
 CT1180  HISTORY     - 1965     MONUMENTED       USGS
 CT1180
 CT1180                          STATION DESCRIPTION
 CT1180
 CT1180'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CT1180'ABOUT 1 MI. N. OF FUNSTON AND 6 MI. ENE. OF ANSON ON A LOW TOP.
 CT1180'STATION IS 27 FT. N. OF PLOWED FIELD AND 40 FT. E. OF EDGE OF A
 CT1180'GRAVEL PIT.
 CT1180'
 CT1180'TO REACH FROM THE INTERSECTION OF U.S. 180 AND FARM ROAD 1226 IN
 CT1180'FUNSTON, GO N. ON FARM ROAD 1226 FOR 1.0 MI., TURN RIGHT THROUGH
 CT1180'GATE, FOLLOW DIRT RD. S. ALONG FENCE, THEN E. ALONG N. EDGE OF FIELD
 CT1180'FOR 0.3 MI. TO HIGH POINT AND STATION.
 CT1180'
 CT1180'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.2
 CT1180'FT., STAMPED ---DAVIS-ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2321 ***********************************************************************
 AH2321  DESIGNATION -  DAVIS ET
 AH2321  PID         -  AH2321
 AH2321  STATE/COUNTY-  TX/DEAF SMITH
 AH2321  USGS QUAD   -  WILDORADO (1984)
 AH2321
 AH2321                         *CURRENT SURVEY CONTROL
 AH2321  ___________________________________________________________________
 AH2321* NAD 83(1993)-  35 11 15.73489(N)    102 14 36.29332(W)     ADJUSTED  
 AH2321* NAVD 88     -      1193.27   (+/-2cm)    3914.9    (feet)  VERTCON   
 AH2321  ___________________________________________________________________
 AH2321  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 AH2321  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH2321
 AH2321  HORZ ORDER  -  THIRD
 AH2321  VERT ORDER  -  THIRD ? (See Below)
 AH2321
 AH2321.The horizontal coordinates were established by classical geodetic methods
 AH2321.and adjusted by the National Geodetic Survey in July 1998..
 AH2321
 AH2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2321.The vertical order pertains to the NGVD 29 superseded value.
 AH2321
 AH2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2321
 AH2321.The geoid height was determined by GEOID03.
 AH2321
 AH2321;                    North         East     Units Scale Factor Converg.
 AH2321;SPC TX N     - 1,132,014.438   132,296.492   MT  0.99991890   -0 25 51.0
 AH2321;SPC TX N     - 3,713,950.70    434,042.74   sFT  0.99991890   -0 25 51.0
 AH2321;UTM  13      - 3,897,340.079   750,999.976   MT  1.00037650   +1 35 21.6
 AH2321
 AH2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2321!SPC TX N     -   0.99981671  x   0.99991890  =   0.99973563
 AH2321!UTM  13      -   0.99981671  x   1.00037650  =   1.00019315
 AH2321
 AH2321                          SUPERSEDED SURVEY CONTROL
 AH2321
 AH2321  NGVD 29 (07/28/98) 1192.76   (m)         3913.2    (f) LEVELING    3  
 AH2321
 AH2321.Superseded values are not recommended for survey control.
 AH2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2321.See file dsdata.txt to determine how the superseded data were derived.
 AH2321
 AH2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU5100097340(NAD 83)
 AH2321_MARKER: DS = TRIANGULATION STATION DISK
 AH2321
 AH2321  HISTORY     - Date     Condition        Report By
 AH2321  HISTORY     - 1961     MONUMENTED       USGS
 AH2321
 AH2321                          STATION DESCRIPTION
 AH2321
 AH2321'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH2321'LOCATED ABOUT 3.0 MI. (AIRLINE) SW. OF WILDORADO, TEXAS, AND 2.0 MI.
 AH2321'(AIRLINE) S. OF U.S. HIGHWAY NO. 66.  ON A PROMINENT SMALL HILL W. OF
 AH2321'A RANCH HOUSE AND 2 FT. S. OF FENCE LINE.
 AH2321'TO REACH FROM JUNCTION OF U.S. HIGHWAY NO. 66 AND FARM ROAD 809 AT
 AH2321'WILDORADO, TEXAS, GO W. ON HIGHWAY NO. 66 2.0 MI. TO GRADED RD. S.,
 AH2321'TURN S. (LEFT) ON GRADED RD. 1.4 MI. TO T-RD. W., TURN RIGHT (W.) 0.6
 AH2321'MI. THRU FARM YARDS TO STATION SITE.
 AH2321'RECOVERED BY USGS IN 1966.
 AH2321'STATION MARK--STANDARD TABLET IN CONCRETE POST FLUSH WITH GROUND,
 AH2321'STAMPED---DAVIS ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0956 ***********************************************************************
 AW0956  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0956  DESIGNATION -  DAVIS RM 1
 AW0956  PID         -  AW0956
 AW0956  STATE/COUNTY-  TX/HARRIS
 AW0956  USGS QUAD   -  LA PORTE (1982)
 AW0956
 AW0956                         *CURRENT SURVEY CONTROL
 AW0956  ___________________________________________________________________
 AW0956* NAD 83(1993)-  29 44 11.89565(N)    095 01 39.44200(W)     ADJUSTED  
 AW0956* NAVD 88     -         6.86   (meters)      22.5    (feet)  GPS OBS   
 AW0956  ___________________________________________________________________
 AW0956  X           -    -485,746.902 (meters)                     COMP
 AW0956  Y           -  -5,521,452.215 (meters)                     COMP
 AW0956  Z           -   3,145,047.634 (meters)                     COMP
 AW0956  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW0956  ELLIP HEIGHT-         -20.35  (meters)          (10/25/00) GPS OBS
 AW0956  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0956  DYNAMIC HT  -           6.85  (meters)      22.5   (feet)  COMP
 AW0956  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0956
 AW0956  HORZ ORDER  -  FIRST
 AW0956  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0956  ELLP ORDER  -  FOURTH    CLASS I
 AW0956
 AW0956.The horizontal coordinates were established by GPS observations
 AW0956.and adjusted by the National Geodetic Survey in October 1996..
 AW0956
 AW0956.The orthometric height was determined by GPS observations and a
 AW0956.high-resolution geoid model using precise GPS observation and
 AW0956.processing techniques. It supersedes the leveled height previously
 AW0956.determined for this station.
 AW0956.The vertical order pertains to the first NAVD 88 superseded value.
 AW0956
 AW0956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0956
 AW0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0956
 AW0956.The ellipsoidal height was determined by GPS observations
 AW0956.and is referenced to NAD 83.
 AW0956
 AW0956.The geoid height was determined by GEOID03.
 AW0956
 AW0956.The dynamic height is computed by dividing the NAVD 88
 AW0956.geopotential number by the normal gravity value computed on the
 AW0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0956.degrees latitude (g = 980.6199 gals.).
 AW0956
 AW0956.The modeled gravity was interpolated from observed gravity values.
 AW0956
 AW0956;                    North         East     Units Scale Factor Converg.
 AW0956;SPC TXSC     - 4,217,462.989   984,170.867   MT  0.99988774   +1 56 46.0
 AW0956;SPC TXSC     -13,836,793.16  3,228,900.59   sFT  0.99988774   +1 56 46.0
 AW0956;UTM  15      - 3,291,324.766   303,905.231   MT  1.00007447   -1 00 21.8
 AW0956
 AW0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0956!SPC TXSC     -   1.00000320  x   0.99988774  =   0.99989094
 AW0956!UTM  15      -   1.00000320  x   1.00007447  =   1.00007767
 AW0956
 AW0956                          SUPERSEDED SURVEY CONTROL
 AW0956
 AW0956  ELLIP H (10/17/96)  -20.22   (m)                       GP(       ) 3 1
 AW0956  NAVD 88 (06/15/91)    6.856  (m)           22.49   (f) ADJUSTED    1 2
 AW0956  NGVD 29 (12/23/87)    6.854  (m)           22.49   (f) ADJUSTED    1 2
 AW0956
 AW0956.Superseded values are not recommended for survey control.
 AW0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0956.See file dsdata.txt to determine how the superseded data were derived.
 AW0956
 AW0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0390591325(NAD 83)
 AW0956_MARKER: DR = REFERENCE MARK DISK
 AW0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0956_SP_SET: CONCRETE POST
 AW0956_STAMPING: DAVIS USE NO 1 1900 1931
 AW0956_MARK LOGO: CGS   
 AW0956_PROJECTION: PROJECTING 24 CENTIMETERS
 AW0956_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0956+STABILITY: SURFACE MOTION
 AW0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0956+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1995
 AW0956
 AW0956  HISTORY     - Date     Condition        Report By
 AW0956  HISTORY     - 1931     MONUMENTED       CGS
 AW0956  HISTORY     - 1973     GOOD             NGS
 AW0956  HISTORY     - 1978     GOOD             NGS
 AW0956  HISTORY     - 1983     GOOD             NGS
 AW0956  HISTORY     - 1986     GOOD             NGS
 AW0956  HISTORY     - 19950420 GOOD             HGCSD
 AW0956  HISTORY     - 20051222 POOR             USCG
 AW0956
 AW0956                          STATION DESCRIPTION
 AW0956
 AW0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0956'1.5 MI NW FROM BAYTOWN.
 AW0956'ABOUT 0.15 MILE SOUTHWEST ALONG MARKET ST. FROM THE SUB-STATION A POST
 AW0956'OFFICE AT BAYTOWN, THENCE 1.15 MILES NORTHWEST ALONG BAYWAY DR.,
 AW0956'THENCE 0.2 MILE SOUTHWEST ALONG A ROW OF POWER POLES TO THE
 AW0956'NORTHEASTERN SHORE OF SCOTT BAY, ABOUT 135 FEET EAST OF THE EAST EDGE
 AW0956'OF THE WATER LINE OF SCOTT BAY, ON TOP OF A 20 X 20 FT. DIRT MOUND,
 AW0956'ABOUT 8 FEET ABOVE THE NORMAL SURROUNDINGS, AND IN THE TOP OF A
 AW0956'CONCRETE POST WHICH PROJECT 6 INCHES.  NOTE-- DO NOT REMOVE DATE FROM
 AW0956'DESIGNATION.
 AW0956
 AW0956                          STATION RECOVERY (1978)
 AW0956
 AW0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0956'RECOVERED IN GOOD CONDITION.
 AW0956
 AW0956                          STATION RECOVERY (1983)
 AW0956
 AW0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0956'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0956'0.2 KM (0.15 MI) SOUTHWEST ALONG MARKET STREET FROM THE SUB-STATION A
 AW0956'POST OFFICE IN BAYTOWN, THENCE 2.4 KM (1.5 MI) NORTHWEST ALONG BAYWAY
 AW0956'DRIVE TO A LOCKED CHAIN LINK SECURITY GATE (NUMBER 44), THENCE 0.5 KM
 AW0956'(0.3 MI) SOUTH (PASSING THROUGH GATE) ALONG A GRAVELED ROAD, ON TOP OF
 AW0956'A 20 FEET BY 20 FEET DIRT MOUND ABOUT 10 FEET ABOVE THE NORMAL
 AW0956'SURROUNDINGS, 12.19 METERS (40.0 FT) EAST-NORTHEAST OF THE CENTER OF
 AW0956'THE GRAVELED ROAD, AND 41.15 METERS (135.0 FT) EAST-NORTHEAST OF THE
 AW0956'EAST EDGE OF THE WATER LINE AT SCOTT BAY.  NOTE, CONTACT MR. SAM
 AW0956'MOWERY, EXXON CHEMICAL ADMINISTRATION BUILDING, 5000 BAYWAY DRIVE, FOR
 AW0956'ENTRANCE AT THE LOCKED GATE.
 AW0956'THE MARK IS 3.0 M ABOVE ROAD.
 AW0956
 AW0956                          STATION RECOVERY (1986)
 AW0956
 AW0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0956'RECOVERED IN GOOD CONDITION.
 AW0956
 AW0956                          STATION RECOVERY (1995)
 AW0956
 AW0956'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0956'RECOVERED AS DESCRIBED.
 AW0956
 AW0956                          STATION RECOVERY (2005)
 AW0956
 AW0956'RECOVERY NOTE BY US COAST GUARD 2005 (MGS)
 AW0956'LOCATED CONCRETE MONUMENT ON TOP OF MOUND, BUT THE REFERENCE MARK DISK
 AW0956'IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1806 ***********************************************************************
 AH1806  DESIGNATION -  DAVY ET
 AH1806  PID         -  AH1806
 AH1806  STATE/COUNTY-  TX/DE WITT
 AH1806  USGS QUAD   -  NEW DAVY (1987)
 AH1806
 AH1806                         *CURRENT SURVEY CONTROL
 AH1806  ___________________________________________________________________
 AH1806* NAD 83(1993)-  29 01 39.08224(N)    097 36 51.05902(W)     ADJUSTED  
 AH1806* NAVD 88     -       142.3    (meters)     467.     (feet)  VERTCON   
 AH1806  ___________________________________________________________________
 AH1806  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AH1806  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AH1806
 AH1806  HORZ ORDER  -  THIRD
 AH1806
 AH1806.The horizontal coordinates were established by classical geodetic methods
 AH1806.and adjusted by the National Geodetic Survey in July 1998..
 AH1806
 AH1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1806
 AH1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1806
 AH1806.The geoid height was determined by GEOID03.
 AH1806
 AH1806;                    North         East     Units Scale Factor Converg.
 AH1806;SPC TXSC     - 4,133,148.119   734,977.013   MT  0.99987754   +0 40 44.1
 AH1806;SPC TXSC     -13,560,170.12  2,411,337.08   sFT  0.99987754   +0 40 44.1
 AH1806;UTM  14      - 3,211,826.920   634,949.718   MT  0.99982473   +0 40 21.1
 AH1806
 AH1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1806!SPC TXSC     -   0.99998185  x   0.99987754  =   0.99985939
 AH1806!UTM  14      -   0.99998185  x   0.99982473  =   0.99980659
 AH1806
 AH1806                          SUPERSEDED SURVEY CONTROL
 AH1806
 AH1806  NGVD 29 (07/28/98)  142.3    (m)          467.     (f) VERT ANG       
 AH1806
 AH1806.Superseded values are not recommended for survey control.
 AH1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1806.See file dsdata.txt to determine how the superseded data were derived.
 AH1806
 AH1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT3495011827(NAD 83)
 AH1806_MARKER: DS = TRIANGULATION STATION DISK
 AH1806
 AH1806  HISTORY     - Date     Condition        Report By
 AH1806  HISTORY     - 1963     MONUMENTED       USGS
 AH1806
 AH1806                          STATION DESCRIPTION
 AH1806
 AH1806'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AH1806'STATION LOCATED ABOUT 7.5 MI. (AIRLINE) WNW. OF YORKTOWN, 1.8 MI.
 AH1806'(AIRLINE) S. OF NEW DAVY, ON THE TOP OF A CULTIVATED HILL, IN THE NW.
 AH1806'CORNER OF A FARM YARD, 3.0 FT. S. AND 2.5 FT. E. OF A T-FENCE SE.
 AH1806'TO REACH FROM YORKTOWN, DRIVE N. AND W. ON STATE HIGHWAY 119 9.0 MI.
 AH1806'TO NEW DAVY, CONTINUE WNW. ON HIGHWAY 119 0.6 MI. TO RD. LEFT, TURN
 AH1806'LEFT, GO 2.0 MI. TO T-RD., TURN LEFT GO SE. 1.4 MI. TO DRIVE ON LEFT
 AH1806'NEAR CREST, TURN LEFT AND FOLLOW DRIVE 0.3 MI. TO FARM YARD AND
 AH1806'STATION.
 AH1806'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 2 IN.,
 AH1806'STAMPED---DAVY-ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0363 ***********************************************************************
 AW0363  DESIGNATION -  DAWES 2
 AW0363  PID         -  AW0363
 AW0363  STATE/COUNTY-  TX/HARRIS
 AW0363  USGS QUAD   -  JACINTO CITY (1982)
 AW0363
 AW0363                         *CURRENT SURVEY CONTROL
 AW0363  ___________________________________________________________________
 AW0363* NAD 83(1993)-  29 49 04.52398(N)    095 14 25.53690(W)     ADJUSTED  
 AW0363* NAVD 88     -        11.009  (meters)      36.12   (feet)  ADJUSTED  
 AW0363  ___________________________________________________________________
 AW0363  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW0363  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0363  DYNAMIC HT  -          10.994 (meters)      36.07  (feet)  COMP
 AW0363  MODELED GRAV-     979,292.4   (mgal)                       NAVD 88
 AW0363
 AW0363  HORZ ORDER  -  SECOND
 AW0363  VERT ORDER  -  FIRST     CLASS I
 AW0363
 AW0363.The horizontal coordinates were established by classical geodetic methods
 AW0363.and adjusted by the National Geodetic Survey in February 1996..
 AW0363
 AW0363.The orthometric height was determined by differential leveling
 AW0363.and adjusted by the National Geodetic Survey in June 1991..
 AW0363
 AW0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0363
 AW0363.The geoid height was determined by GEOID03.
 AW0363
 AW0363.The dynamic height is computed by dividing the NAVD 88
 AW0363.geopotential number by the normal gravity value computed on the
 AW0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0363.degrees latitude (g = 980.6199 gals.).
 AW0363
 AW0363.The modeled gravity was interpolated from observed gravity values.
 AW0363
 AW0363;                    North         East     Units Scale Factor Converg.
 AW0363;SPC TXSC     - 4,225,787.458   963,308.175   MT  0.99989866   +1 50 30.7
 AW0363;SPC TXSC     -13,864,104.35  3,160,453.57   sFT  0.99989866   +1 50 30.7
 AW0363;UTM  15      - 3,300,715.574   283,494.544   MT  1.00017838   -1 06 52.1
 AW0363
 AW0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0363!SPC TXSC     -   1.00000256  x   0.99989866  =   0.99990122
 AW0363!UTM  15      -   1.00000256  x   1.00017838  =   1.00018094
 AW0363
 AW0363|---------------------------------------------------------------------|
 AW0363| PID    Reference Object                     Distance      Geod. Az  |
 AW0363|                                                           dddmmss.s |
 AW0363| AW0362 DAWES 2 RM 3                         13.447 METERS 05259     |
 AW0363| AW3767 DAWES                                32.929 METERS 06234     |
 AW0363| AW6266 HARRIS COUNTY HOME WATER TANK       155.932 METERS 06235     |
 AW0363| AW0365 DAWES AZ MK                                        1825752.3 |
 AW0363| AW0376 DAWES RM 1                           11.938 METERS 18812     |
 AW0363| AW0375 DAWES RM 2                           42.724 METERS 35725     |
 AW0363|---------------------------------------------------------------------|
 AW0363
 AW0363                          SUPERSEDED SURVEY CONTROL
 AW0363
 AW0363  NAD 83(1986)-  29 49 04.53890(N)    095 14 25.51814(W) AD(       ) 2
 AW0363  NAD 27      -  29 49 03.72747(N)    095 14 24.75482(W) AD(       ) 2
 AW0363  NGVD 29 (12/23/87)   11.006  (m)           36.11   (f) ADJUSTED    1 1
 AW0363
 AW0363.Superseded values are not recommended for survey control.
 AW0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0363.See file dsdata.txt to determine how the superseded data were derived.
 AW0363
 AW0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8349500716(NAD 83)
 AW0363_MARKER: DS = TRIANGULATION STATION DISK
 AW0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0363_SP_SET: CONCRETE POST
 AW0363_STAMPING: DAWES 2 1963
 AW0363_MARK LOGO: CGS   
 AW0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0363+STABILITY: SURFACE MOTION
 AW0363
 AW0363  HISTORY     - Date     Condition        Report By
 AW0363  HISTORY     - 1963     MONUMENTED       CGS
 AW0363  HISTORY     - 1964     SEE DESCRIPTION  CGS
 AW0363  HISTORY     - 1968     GOOD             CGS
 AW0363  HISTORY     - 1972     GOOD             NGS
 AW0363  HISTORY     - 1973     GOOD             NGS
 AW0363  HISTORY     - 1976     GOOD             NGS
 AW0363  HISTORY     - 1978     GOOD             NGS
 AW0363  HISTORY     - 1983     GOOD             NGS
 AW0363  HISTORY     - 1986     GOOD             NGS
 AW0363  HISTORY     - 19940911 GOOD             USPSQD
 AW0363
 AW0363                          STATION DESCRIPTION
 AW0363
 AW0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW0363'THE STATION IS LOCATED AT DAWES IN THE SOUTHWEST CORNER OF THE
 AW0363'YARD AROUND THE SOUTHERN BIBLE COLLEGE AT 10950 BEAUMONT HIGHWAY,
 AW0363'0.15 MILE SOUTH OF U.S. HIGHWAY 90, 24 FEET WEST OF A 16 INCH OAK
 AW0363'TREE, 56 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 76 FEET
 AW0363'SOUTH OF A POWERLINE POLE AND 107 FEET NORTH OF THE CENTERLINE
 AW0363'OF A DRIVEWAY.  THE STATION MARK IS A STANDARD DISK SET IN THE
 AW0363'TOP OF A 12 INCH BY 12 INCH CONCRETE POST THAT IS FLUSH WITH
 AW0363'THE GROUND AND IS STAMPED DAWES 2 1963.
 AW0363'
 AW0363'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A PAVED
 AW0363'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AW0363'
 AW0363'REFERENCE MARK 1, A STANDARD REFERENCE MARK DISK SET IN THE TOP
 AW0363'OF A 12 INCH BY 12 INCH CONCRETE POST THAT IS FLUSH WITH THE
 AW0363'GROUND AND IS STAMPED DAWES NO 1 1952.  THE MARK IS 1 FOOT EAST
 AW0363'OF A WIRE FENCE, 50 FEET EAST OF THE CENTERLINE OF A PAVED
 AW0363'ROAD, 56 FEET NORTHWEST OF A POWERLINE POLE, 57 FEET NORTH OF
 AW0363'A POWERLINE POLE, AND 73 FEET NORTH OF THE CENTERLINE OF THE
 AW0363'DRIVEWAY.
 AW0363'
 AW0363'REFERENCE MARK 2, A STANDARD REFERENCE MARK DISK SET IN THE TOP
 AW0363'OF A 12 INCH BY 12 INCH CONCRETE POST THAT IS FLUSH WITH THE
 AW0363'GROUND AND IS STAMPED DAWES NO 2 1952.  THE MARK IS 95 FEET
 AW0363'SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING, 65 FEET NORTH
 AW0363'OF OF A POWERLINE POLE, 51 FEET EAST OF THE CENTERLINE OF THE
 AW0363'PAVED ROAD AND 1 FOOT EAST OF A WIRE FENCE.
 AW0363'
 AW0363'THE AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK SET IN THE TOP
 AW0363'OF A 12 INCH BY 12 INCH CONCRETE POST WHICH PROJECTS 4 INCHES
 AW0363'ABOVE THE GROUND AND IS STAMPED DAWES 1952.  THE MARK IS 56 FEET
 AW0363'SOUTH OF THE CENTERLINE OF A DRIVEWAY, 50 FEET WEST OF THE
 AW0363'CENTERLINE OF THE PAVED ROAD, 8 FEET NORTH OF A TELEPHONE POLE
 AW0363'NUMBERED 5305, 8 FEET NORTH OF A FENCE CORNER, 5 FEET EAST OF A
 AW0363'YARD FENCE AND 2 FEET SOUTH OF A STANDARD METAL WITNESS POST.
 AW0363
 AW0363                          STATION RECOVERY (1964)
 AW0363
 AW0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0363'THIS MARK WAS RECOVERED AS DESCRIBED ON LINE - RELEVEL--HOUSTON
 AW0363'TO LIBERTY, TEXAS (315 TEXAS) IN 1963.
 AW0363'
 AW0363'R.M. 1 IS ABOUT 7.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM
 AW0363'THE INTERSECTION OF THE SHELDON-DE ZAVALLA ROAD AT SHELDON, THENCE
 AW0363'0.1 MILE SOUTH ALONG OATES ROAD, ON PROPERTY BELONGING TO THE
 AW0363'SOUTHERN BIBLE COLLEGE, 50-1/2 FEET EAST OF THE CENTER LINE OF
 AW0363'THE ROAD, 89-1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AW0363'LARGE METAL GYMNASIUM, 39 FEET SOUTH OF THE STATION MARK, 6-1/2
 AW0363'FEET SOUTHEAST OF A 10-INCH FORKED OAK TREE, ABOUT LEVEL WITH
 AW0363'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW0363'THE GROUND.
 AW0363'
 AW0363'R.M. 2 IS 51 FEET EAST OF THE CENTER LINE OF THE ROAD, 140 FEET
 AW0363'NORTH OF THE STATION MARK, 96-1/2 FEET NORTHWEST OF THE
 AW0363'NORTHWEST CORNER OF A GYMNASIUM BUILDING, 94 FEET SOUTHWEST OF
 AW0363'THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING FOR THE
 AW0363'COLLEGE, 64 FEET NORTH OF A POWER POLE, ABOUT LEVEL WITH THE
 AW0363'GROUND, AND SET IN THE TOP OF A CONCRETE POST.
 AW0363'
 AW0363'DAWES 1952 AZIMUTH IS ABOUT 0.4 MILE SOUTH ALONG OATES ROAD FROM
 AW0363'THE STATION MARK, ABOUT 0.4 MILE SOUTH OF THE SOUTHERN BIBLE
 AW0363'COLLEGE, 49-1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 36-1/2
 AW0363'FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY, 17 FEET SOUTH OF AN
 AW0363'18-INCH OAK TREE, 5 FEET EAST OF A WIRE MESH FENCE, 2.0 FEET
 AW0363'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 AW0363'PROJECTING 3 INCHES.
 AW0363
 AW0363                          STATION RECOVERY (1968)
 AW0363
 AW0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0363'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 AW0363'RECOVERED IN GOOD CONDITION.  THE CONCRETE HAS BEEN CHIPPED FROM
 AW0363'UNDER THE EDGE OF THE DISK ON THE AZIMUTH MARK.  DUE TO OVERHEAD
 AW0363'POWER LINES A TOWER COULD NOT BE BUILT OVER THE STATION MARK
 AW0363'AND REFERENCE MARK 3 WAS ESTABLISHED AND OBSERVATIONS WERE MADE
 AW0363'FROM THIS POINT.  A TRAVERSE CONNECTION WAS MADE FROM THE STATION
 AW0363'MARK TO REFERENCE MARK 3.  FOLLOWING IS A NEW DESCRIPTION.
 AW0363'
 AW0363'THE STATION IS LOCATED AT THE SOUTHERN BIBLE COLLEGE AT 10950
 AW0363'BEAUMONT HIGHWAY (U.S. HIGHWAY 90) IN THE EAST EDGE OF HOUSTON AND
 AW0363'0.15 MILE SOUTH OF THE JUNCTION OF OATES ROAD AND U.S. HIGHWAY 90.
 AW0363'
 AW0363'THE STATION MARK IS A STANDARD DISK STAMPED DAWES 2 1963, SET IN
 AW0363'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AW0363'GROUND.  IT IS 112 FEET NORTH OF THE CENTER OF A PAVED DRIVEWAY,
 AW0363'100 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A GYMNASIUM, 76 FEET
 AW0363'SOUTH-SOUTHEAST OF A POWER LINE POLE, 69.6 FEET WEST-NORTHWEST
 AW0363'OF THE SOUTHWEST CORNER OF A LIBRARY AND 56 FEET EAST OF THE
 AW0363'CENTER OF OATES ROAD.
 AW0363'
 AW0363'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DAWES NO 1 1952, SET
 AW0363'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 AW0363'INCH ABOVE THE GROUND.  IT IS 78 FEET NORTH OF THE CENTER OF THE
 AW0363'PAVED DRIVEWAY, 73.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 AW0363'OF THE LIBRARY, 54.7 FEET NORTH OF POWER LINE POLE NO. 5510 AND 50
 AW0363'FEET EAST OF THE CENTER OF OATES ROAD.
 AW0363'
 AW0363'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAWES NO 2 1952, SET IN
 AW0363'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 AW0363'ABOVE THE GROUND.  IT IS 97 FEET NORTHWEST OF THE NORTHWEST CORNER
 AW0363'OF THE GYMNASIUM, 64.7 FEET NORTH OF THE POWER LINE POLE, 56 FEET
 AW0363'WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK AND 51 FEET EAST OF
 AW0363'THE CENTER OF OATES ROAD.
 AW0363'
 AW0363'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DAWES 2 1963 NO 3 1968,
 AW0363'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW0363'THE GROUND.  IT IS 57.6 FEET SOUTH-SOUTHWEST OF THE NORTHWEST
 AW0363'CORNER OF THE GYMNASIUM, 57.5 FEET NORTHWEST OF THE SOUTHWEST
 AW0363'CORNER OF THE LIBRARY, 30.8 FEET WEST OF THE WEST FACE OF THE
 AW0363'GYMNASIUM AND 15.5 FEET WEST OF THE WEST EDGE OF THE CONCRETE
 AW0363'SIDEWALK.
 AW0363'
 AW0363'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAWES 1952, SET IN THE
 AW0363'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 AW0363'ABOVE THE GROUND SURFACE.  IT IS 56 FEET SOUTH OF THE CENTER OF A
 AW0363'DRIVEWAY, 49 FEET WEST OF THE CENTER OF OATES ROAD, 8 FEET NORTH
 AW0363'OF A FENCE CORNER POST, 5 FEET EAST OF A CHAIN LINK FENCE AND 1.8
 AW0363'FEET SOUTH OF A METAL WITNESS POST.
 AW0363'
 AW0363'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON OATES ROAD
 AW0363'FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 AW0363
 AW0363                          STATION RECOVERY (1972)
 AW0363
 AW0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW0363'7.75 MI SW FROM SHELDON.
 AW0363'ABOUT 7.75 MILES SOUTHWEST ALONG US HIGHWAY 90 FROM THE INTERSECTION
 AW0363'OF SHELDON ROAD, ON THE SOUTHWEST SIDE OF THE SOUTHERN BIBLE COLLEGE
 AW0363'YARD, 56.3 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 68 FEET
 AW0363'SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL GYMNASIUM BUILDING, 101
 AW0363'FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHWEST ENTRANCE TO THE
 AW0363'COLLEGE, 6.1 FEET NORTHEAST OF THE WEST CHAIN-LINKED FENCE AROUND THE
 AW0363'COLLEGE AND SET IN THE TOP OF A CONCRETE POST PROJECTING FLUSH WITH
 AW0363'THE GROUND.  NOTE-- THIS TRIANGULATION STATION IS 8.65 MILES NORTHEAST
 AW0363'OF HOUSTON.
 AW0363
 AW0363                          STATION RECOVERY (1973)
 AW0363
 AW0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 AW0363'STATION DAWES 2 1963, R.M. 1, AND R.M. 2 WERE RECOVERED IN
 AW0363'GOOD CONDITION AS DESCRIBED.
 AW0363'
 AW0363'A UNDESCRIBED REFERENCE MARK WAS RECOVERED WITH STAMPING DAWES
 AW0363'2 1963 NO 3 1968.
 AW0363'
 AW0363'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DAWES
 AW0363
 AW0363                          STATION RECOVERY (1976)
 AW0363
 AW0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0363'RECOVERED IN GOOD CONDITION.
 AW0363
 AW0363                          STATION RECOVERY (1978)
 AW0363
 AW0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0363'RECOVERED IN GOOD CONDITION.
 AW0363
 AW0363                          STATION RECOVERY (1983)
 AW0363
 AW0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0363'RECOVERED IN GOOD CONDITION.  NOTE, ADD 13.50 METERS (44.3 FT)
 AW0363'SOUTHWEST OF DAWES 2 RM 3.
 AW0363
 AW0363                          STATION RECOVERY (1986)
 AW0363
 AW0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0363'RECOVERED IN GOOD CONDITION.
 AW0363
 AW0363                          STATION RECOVERY (1994)
 AW0363
 AW0363'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0362 ***********************************************************************
 AW0362  DESIGNATION -  DAWES 2 RM 3
 AW0362  PID         -  AW0362
 AW0362  STATE/COUNTY-  TX/HARRIS
 AW0362  USGS QUAD   -  JACINTO CITY (1982)
 AW0362
 AW0362                         *CURRENT SURVEY CONTROL
 AW0362  ___________________________________________________________________
 AW0362* NAD 83(1993)-  29 49 04.78691(N)    095 14 25.13702(W)     ADJUSTED  
 AW0362* NAVD 88     -        11.085  (meters)      36.37   (feet)  ADJUSTED  
 AW0362  ___________________________________________________________________
 AW0362  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW0362  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0362  DYNAMIC HT  -          11.070 (meters)      36.32  (feet)  COMP
 AW0362  MODELED GRAV-     979,292.4   (mgal)                       NAVD 88
 AW0362
 AW0362  HORZ ORDER  -  FIRST
 AW0362  VERT ORDER  -  FIRST     CLASS I
 AW0362
 AW0362.The horizontal coordinates were established by classical geodetic methods
 AW0362.and adjusted by the National Geodetic Survey in February 1996..
 AW0362
 AW0362.The orthometric height was determined by differential leveling
 AW0362.and adjusted by the National Geodetic Survey in June 1991..
 AW0362
 AW0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0362
 AW0362.The geoid height was determined by GEOID03.
 AW0362
 AW0362.The dynamic height is computed by dividing the NAVD 88
 AW0362.geopotential number by the normal gravity value computed on the
 AW0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0362.degrees latitude (g = 980.6199 gals.).
 AW0362
 AW0362.The modeled gravity was interpolated from observed gravity values.
 AW0362
 AW0362;                    North         East     Units Scale Factor Converg.
 AW0362;SPC TXSC     - 4,225,795.895   963,318.645   MT  0.99989867   +1 50 30.9
 AW0362;SPC TXSC     -13,864,132.03  3,160,487.92   sFT  0.99989867   +1 50 30.9
 AW0362;UTM  15      - 3,300,723.461   283,505.439   MT  1.00017832   -1 06 51.9
 AW0362
 AW0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0362!SPC TXSC     -   1.00000255  x   0.99989867  =   0.99990121
 AW0362!UTM  15      -   1.00000255  x   1.00017832  =   1.00018087
 AW0362
 AW0362                          SUPERSEDED SURVEY CONTROL
 AW0362
 AW0362  NAD 83(1986)-  29 49 04.80194(N)    095 14 25.11811(W) AD(       ) 1
 AW0362  NAD 27      -  29 49 03.99041(N)    095 14 24.35496(W) AD(       ) 1
 AW0362  NGVD 29 (12/23/87)   11.083  (m)           36.36   (f) ADJUSTED    1 1
 AW0362
 AW0362.Superseded values are not recommended for survey control.
 AW0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0362.See file dsdata.txt to determine how the superseded data were derived.
 AW0362
 AW0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8350500723(NAD 83)
 AW0362_MARKER: DR = REFERENCE MARK DISK
 AW0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0362_SP_SET: CONCRETE POST
 AW0362_STAMPING: DAWES 2 1963 NO 3 1968
 AW0362_MARK LOGO: CGS   
 AW0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0362+STABILITY: SURFACE MOTION
 AW0362
 AW0362  HISTORY     - Date     Condition        Report By
 AW0362  HISTORY     - 1968     MONUMENTED       CGS
 AW0362  HISTORY     - 1972     GOOD             NGS
 AW0362  HISTORY     - 1978     GOOD             NGS
 AW0362  HISTORY     - 1983     GOOD             NGS
 AW0362  HISTORY     - 1986     GOOD             NGS
 AW0362  HISTORY     - 19940911 GOOD             USPSQD
 AW0362
 AW0362                          STATION DESCRIPTION
 AW0362
 AW0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0362'THE STATION IS LOCATED AT THE SOUTHERN BIBLE COLLEGE AT 10950
 AW0362'BEAUMONT HIGHWAY (U.S. HIGHWAY 90) IN THE EAST EDGE OF HOUSTON AND
 AW0362'0.15 MILE SOUTH OF THE JUNCTION OF OATES ROAD AND U.S. HIGHWAY 90.
 AW0362'
 AW0362'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED DAWES 2 1963
 AW0362'NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW0362'FLUSH WITH THE GROUND.  IT IS 57.6 FEET SOUTH-SOUTHWEST OF THE
 AW0362'NORTHWEST CORNER OF THE GYMNASIUM, 57.5 FEET NORTHWEST OF THE
 AW0362'SOUTHWEST CORNER OF A LIBRARY, 30.8 FEET WEST OF THE WEST FACE OF
 AW0362'THE GYMNASIUM AND 15.5 FEET WEST OF THE WEST EDGE OF A CONCRETE
 AW0362'SIDEWALK.
 AW0362'
 AW0362'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAWES NO 2 1952, SET IN
 AW0362'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 AW0362'ABOVE THE GROUND.  IT IS 97 FEET NORTHWEST OF THE NORTHWEST CORNER
 AW0362'OF THE GYMNASIUM, 64.7 FEET NORTH OF A POWER LINE POLE, 56 FEET
 AW0362'WEST OF THE WEST EDGE OF THE CONCRETE SIDEWALK AND 51 FEET EAST
 AW0362'OF THE CENTER OF OATES ROAD.
 AW0362'
 AW0362'DAWES 2 1963 IS A STANDARD STATION DISK STAMPED DAWES 2 1963, SET
 AW0362'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AW0362'GROUND.  IT IS 112 FEET NORTH OF THE CENTER OF A PAVED DRIVEWAY,
 AW0362'100 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE GYMNASIUM, 76
 AW0362'FEET SOUTH-SOUTHEAST OF A POWER LINE POLE, 69.6 FEET
 AW0362'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE LIBRARY AND 56 FEET
 AW0362'EAST OF THE CENTER OF OATES ROAD.
 AW0362'
 AW0362'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAWES 1952, SET IN THE
 AW0362'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 AW0362'ABOVE THE GROUND.  IT IS 56 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 AW0362'49 FEET WEST OF THE CENTER OF OATES ROAD, 8 FEET NORTH OF A FENCE
 AW0362'CORNER POST, 5 FEET EAST OF A CHAIN LINK FENCE AND 1.8 FEET SOUTH
 AW0362'OF A METAL WITNESS POST.
 AW0362'
 AW0362'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON OATES ROAD
 AW0362'FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 AW0362'
 AW0362'NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AND THE
 AW0362'CONCRETE HAS BEEN CHIPPED FROM UNDER THE EDGE OF THE DISK.
 AW0362'
 AW0362'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AW0362
 AW0362                          STATION RECOVERY (1972)
 AW0362
 AW0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW0362'7.75 MI SW FROM SHELDON.
 AW0362'ABOUT 7.75 MILES SOUTHWEST ALONG US HIGHWAY 90 FROM THE INTERSECTION
 AW0362'OF SHELDON RD. AT SHELDON, ABOUT 91.5 FEET NORTHEAST OF THE CENTER
 AW0362'LINE OF THE ROAD, 57.8 FEET SOUTH OF THE NORTHWEST CORNER OF THE LARGE
 AW0362'METAL GYMNASIUM BUILDING, 33 FEET WEST OF THE SOUTHWEST CORNER OF THE
 AW0362'BUILDING, 109 FEET NORTHWEST OF THE CENTER LINE OF THE PAVED ROAD THAT
 AW0362'IS LOCATED IN THE SOUTHWEST ENTRANCE TO THE COLLEGE, 41 1/2 FEET
 AW0362'NORTHEAST OF THE CHAIN LINK FENCE, 44.2 FEET NORTH BY NORTHEAST OF
 AW0362'TRIANGULATION STATION BM, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 AW0362'WITH THE GROUND.
 AW0362
 AW0362                          STATION RECOVERY (1978)
 AW0362
 AW0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0362'RECOVERED IN GOOD CONDITION.
 AW0362
 AW0362                          STATION RECOVERY (1983)
 AW0362
 AW0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0362'RECOVERED IN GOOD CONDITION.  NOTE, ADD 13.50 METERS (44.3 FT)
 AW0362'NORTHEAST OF DAWES 2.
 AW0362
 AW0362                          STATION RECOVERY (1986)
 AW0362
 AW0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0362'RECOVERED IN GOOD CONDITION.
 AW0362
 AW0362                          STATION RECOVERY (1994)
 AW0362
 AW0362'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0365 ***********************************************************************
 AW0365  DESIGNATION -  DAWES AZ MK
 AW0365  PID         -  AW0365
 AW0365  STATE/COUNTY-  TX/HARRIS
 AW0365  USGS QUAD   -  JACINTO CITY (1982)
 AW0365
 AW0365                         *CURRENT SURVEY CONTROL
 AW0365  ___________________________________________________________________
 AW0365* NAD 83(1986)-  29 48 46.     (N)    095 14 27.     (W)     SCALED    
 AW0365* NAVD 88     -        11.305  (meters)      37.09   (feet)  ADJUSTED  
 AW0365  ___________________________________________________________________
 AW0365  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW0365  DYNAMIC HT  -          11.290 (meters)      37.04  (feet)  COMP
 AW0365  MODELED GRAV-     979,292.0   (mgal)                       NAVD 88
 AW0365
 AW0365  VERT ORDER  -  FIRST     CLASS II
 AW0365
 AW0365.The horizontal coordinates were scaled from a topographic map and have
 AW0365.an estimated accuracy of +/- 6 seconds.
 AW0365
 AW0365.The orthometric height was determined by differential leveling
 AW0365.and adjusted by the National Geodetic Survey in June 1991..
 AW0365
 AW0365.The geoid height was determined by GEOID03.
 AW0365
 AW0365.The dynamic height is computed by dividing the NAVD 88
 AW0365.geopotential number by the normal gravity value computed on the
 AW0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0365.degrees latitude (g = 980.6199 gals.).
 AW0365
 AW0365.The modeled gravity was interpolated from observed gravity values.
 AW0365
 AW0365;                    North         East    Units  Estimated Accuracy
 AW0365;SPC TXSC     - 4,225,220.      963,290.      MT  (+/- 180 meters Scaled)
 AW0365
 AW0365                          SUPERSEDED SURVEY CONTROL
 AW0365
 AW0365  NGVD 29 (12/23/87)   11.303  (m)           37.08   (f) ADJUSTED    1 2
 AW0365
 AW0365.Superseded values are not recommended for survey control.
 AW0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0365.See file dsdata.txt to determine how the superseded data were derived.
 AW0365
 AW0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP834001(NAD 83)
 AW0365_MARKER: DZ = AZIMUTH MARK DISK
 AW0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0365_SP_SET: CONCRETE POST
 AW0365_STAMPING: DAWES 1952
 AW0365_MARK LOGO: CGS   
 AW0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0365+STABILITY: SURFACE MOTION
 AW0365
 AW0365  HISTORY     - Date     Condition        Report By
 AW0365  HISTORY     - 1952     MONUMENTED       CGS
 AW0365  HISTORY     - 1964     GOOD             NGS
 AW0365  HISTORY     - 1968     GOOD             NGS
 AW0365  HISTORY     - 1978     GOOD             NGS
 AW0365  HISTORY     - 1986     GOOD             NGS
 AW0365  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW0365
 AW0365                          STATION DESCRIPTION
 AW0365
 AW0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0365'8.25 MI SW FROM SHELDON.
 AW0365'ABOUT 7.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION
 AW0365'OF THE SHELDON-DE ZAVALLA ROAD AT SHELDON, THENCE 0.5 MILE SOUTH ALONG
 AW0365'OATES ROAD, ABOUT 0.4 MILE SOUTH OF THE SOUTHERN BIBLE COLLEGE, 49 1/2
 AW0365'FEET WEST OF THE CENTER LINE OF THE ROAD, 36 1/2 FEET SOUTH OF THE
 AW0365'CENTER LINE OF A DRIVEWAY, 17 FEET SOUTH OF AN 18-INCH OAK TREE, 5
 AW0365'FEET EAST OF A WIRE MESH FENCE, 2.0 FEET SOUTH OF A METAL WITNESS
 AW0365'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW0365'NOTE-- THIS MARK IS 0.9 MILE NORTH ALONG OATES ROAD FROM BENCH MARK W
 AW0365'658 1942 WHICH IS DESCRIBED FROM GREENS BAYOU.
 AW0365
 AW0365                          STATION RECOVERY (1968)
 AW0365
 AW0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW0365'RECOVERED IN GOOD CONDITION.
 AW0365
 AW0365                          STATION RECOVERY (1978)
 AW0365
 AW0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0365'RECOVERED IN GOOD CONDITION.
 AW0365
 AW0365                          STATION RECOVERY (1986)
 AW0365
 AW0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0365'RECOVERED IN GOOD CONDITION.
 AW0365
 AW0365                          STATION RECOVERY (1994)
 AW0365
 AW0365'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0376 ***********************************************************************
 AW0376  DESIGNATION -  DAWES RM 1
 AW0376  PID         -  AW0376
 AW0376  STATE/COUNTY-  TX/HARRIS
 AW0376  USGS QUAD   -  JACINTO CITY (1982)
 AW0376
 AW0376                         *CURRENT SURVEY CONTROL
 AW0376  ___________________________________________________________________
 AW0376* NAD 83(1986)-  29 49 04.     (N)    095 14 25.     (W)     SCALED    
 AW0376* NAVD 88     -        11.114  (meters)      36.46   (feet)  ADJUSTED  
 AW0376  ___________________________________________________________________
 AW0376  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0376  DYNAMIC HT  -          11.099 (meters)      36.41  (feet)  COMP
 AW0376  MODELED GRAV-     979,292.4   (mgal)                       NAVD 88
 AW0376
 AW0376  VERT ORDER  -  FIRST     CLASS I
 AW0376
 AW0376.The horizontal coordinates were scaled from a topographic map and have
 AW0376.an estimated accuracy of +/- 6 seconds.
 AW0376
 AW0376.The orthometric height was determined by differential leveling
 AW0376.and adjusted by the National Geodetic Survey in June 1991..
 AW0376
 AW0376.The geoid height was determined by GEOID03.
 AW0376
 AW0376.The dynamic height is computed by dividing the NAVD 88
 AW0376.geopotential number by the normal gravity value computed on the
 AW0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0376.degrees latitude (g = 980.6199 gals.).
 AW0376
 AW0376.The modeled gravity was interpolated from observed gravity values.
 AW0376
 AW0376;                    North         East    Units  Estimated Accuracy
 AW0376;SPC TXSC     - 4,225,770.      963,320.      MT  (+/- 180 meters Scaled)
 AW0376
 AW0376                          SUPERSEDED SURVEY CONTROL
 AW0376
 AW0376  NGVD 29 (12/23/87)   11.112  (m)           36.46   (f) ADJUSTED    1 1
 AW0376
 AW0376.Superseded values are not recommended for survey control.
 AW0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0376.See file dsdata.txt to determine how the superseded data were derived.
 AW0376
 AW0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP835006(NAD 83)
 AW0376_MARKER: DR = REFERENCE MARK DISK
 AW0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0376_SP_SET: CONCRETE POST
 AW0376_STAMPING: DAWES NO 1 1952
 AW0376_MARK LOGO: CGS   
 AW0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0376+STABILITY: SURFACE MOTION
 AW0376
 AW0376  HISTORY     - Date     Condition        Report By
 AW0376  HISTORY     - 1952     MONUMENTED       CGS
 AW0376  HISTORY     - 1972     GOOD             NGS
 AW0376  HISTORY     - 1978     GOOD             NGS
 AW0376  HISTORY     - 1986     GOOD             USPSQD
 AW0376  HISTORY     - 1986     GOOD             NGS
 AW0376  HISTORY     - 19940911 GOOD             USPSQD
 AW0376
 AW0376                          STATION DESCRIPTION
 AW0376
 AW0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0376'7.75 MI SW FROM SHELDON.
 AW0376'ABOUT 7.75 MILES SOUTHWEST ALONG U. S. HIGHWAY 90 FROM THE
 AW0376'INTERSECTION OF SHELDON ROAD AT SHELDON, 39.3 FEET SOUTH-SOUTHEAST OF
 AW0376'THE STATION MARK, 70 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW0376'SOUTHWEST ENTRANCE-WAY TO SOUTHERN BIBLE COLLEGE, 0.3 FOOT NORTHEAST
 AW0376'OF A CHAIN-LINKED FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 AW0376'WITH THE GROUND.
 AW0376
 AW0376                          STATION RECOVERY (1978)
 AW0376
 AW0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0376'RECOVERED IN GOOD CONDITION.
 AW0376
 AW0376                          STATION RECOVERY (1986)
 AW0376
 AW0376'RECOVERY NOTE BY US POWER SQUADRON 1986 (TWS)
 AW0376'RECOVERED IN GOOD CONDITION.
 AW0376
 AW0376                          STATION RECOVERY (1986)
 AW0376
 AW0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0376'RECOVERED IN GOOD CONDITION.
 AW0376
 AW0376                          STATION RECOVERY (1994)
 AW0376
 AW0376'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0375 ***********************************************************************
 AW0375  DESIGNATION -  DAWES RM 2
 AW0375  PID         -  AW0375
 AW0375  STATE/COUNTY-  TX/HARRIS
 AW0375  USGS QUAD   -  JACINTO CITY (1982)
 AW0375
 AW0375                         *CURRENT SURVEY CONTROL
 AW0375  ___________________________________________________________________
 AW0375* NAD 83(1986)-  29 49 04.     (N)    095 14 25.     (W)     SCALED    
 AW0375* NAVD 88     -        11.118  (meters)      36.48   (feet)  ADJUSTED  
 AW0375  ___________________________________________________________________
 AW0375  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0375  DYNAMIC HT  -          11.103 (meters)      36.43  (feet)  COMP
 AW0375  MODELED GRAV-     979,292.4   (mgal)                       NAVD 88
 AW0375  OBS GRAVITY -     979,294.5   (mgal)                       GRAV_OBS
 AW0375
 AW0375  VERT ORDER  -  FIRST     CLASS I
 AW0375
 AW0375.The horizontal coordinates were scaled from a topographic map and have
 AW0375.an estimated accuracy of +/- 6 seconds.
 AW0375
 AW0375.The orthometric height was determined by differential leveling
 AW0375.and adjusted by the National Geodetic Survey in June 1991..
 AW0375
 AW0375.The geoid height was determined by GEOID03.
 AW0375
 AW0375.The dynamic height is computed by dividing the NAVD 88
 AW0375.geopotential number by the normal gravity value computed on the
 AW0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0375.degrees latitude (g = 980.6199 gals.).
 AW0375
 AW0375.The modeled gravity was interpolated from observed gravity values.
 AW0375.The observed gravity was obtained from relative gravimeter ties
 AW0375.to the IGSN71 gravity network.
 AW0375
 AW0375;                    North         East    Units  Estimated Accuracy
 AW0375;SPC TXSC     - 4,225,770.      963,320.      MT  (+/- 180 meters Scaled)
 AW0375
 AW0375                          SUPERSEDED SURVEY CONTROL
 AW0375
 AW0375  NGVD 29 (12/23/87)   11.116  (m)           36.47   (f) ADJUSTED    1 1
 AW0375
 AW0375.Superseded values are not recommended for survey control.
 AW0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0375.See file dsdata.txt to determine how the superseded data were derived.
 AW0375
 AW0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP835006(NAD 83)
 AW0375_MARKER: DR = REFERENCE MARK DISK
 AW0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0375_SP_SET: CONCRETE POST
 AW0375_STAMPING: DAWES NO 2 1952
 AW0375_MARK LOGO: CGS   
 AW0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0375+STABILITY: SURFACE MOTION
 AW0375
 AW0375  HISTORY     - Date     Condition        Report By
 AW0375  HISTORY     - 1952     MONUMENTED       CGS
 AW0375  HISTORY     - 1972     GOOD             NGS
 AW0375  HISTORY     - 1978     GOOD             NGS
 AW0375  HISTORY     - 1986     GOOD             NGS
 AW0375  HISTORY     - 19940911 GOOD             USPSQD
 AW0375
 AW0375                          STATION DESCRIPTION
 AW0375
 AW0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0375'7.75 MI SW FROM SHELDON.
 AW0375'ABOUT 7.75 MILES SOUTHWEST ALONG US HIGHWAY 90 FROM THE INTERSECTION
 AW0375'OF SHELDON RD. AT SHELDON, ABOUT 97 FEET NORTHWEST OF THE NORTHWEST
 AW0375'CORNER OF A METAL GYMNASIUM BUILDING, 51 FEET NORTHEAST OF THE CENTER
 AW0375'LINE OF THE ROAD, 94.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AW0375'ADMINISTRATION BUILDING, 0.6 FOOT NORTHEAST OF A CHAIN LINK FENCE,
 AW0375'140.9 FEET NORTHWEST OF TRIANGULATION STATION B.M., AND SET IN THE TOP
 AW0375'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0375
 AW0375                          STATION RECOVERY (1978)
 AW0375
 AW0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0375'RECOVERED IN GOOD CONDITION.
 AW0375
 AW0375                          STATION RECOVERY (1986)
 AW0375
 AW0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0375'RECOVERED IN GOOD CONDITION.
 AW0375
 AW0375                          STATION RECOVERY (1994)
 AW0375
 AW0375'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5811 ***********************************************************************
 AW5811  DESIGNATION -  DAWG
 AW5811  PID         -  AW5811
 AW5811  STATE/COUNTY-  TX/GALVESTON
 AW5811  USGS QUAD   -  LAKE COMO (1994)
 AW5811
 AW5811                         *CURRENT SURVEY CONTROL
 AW5811  ___________________________________________________________________
 AW5811* NAD 83(1993)-  29 10 42.31005(N)    094 58 37.71274(W)     ADJUSTED  
 AW5811* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 AW5811  ___________________________________________________________________
 AW5811  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AW5811  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW5811
 AW5811  HORZ ORDER  -  THIRD
 AW5811
 AW5811.The horizontal coordinates were established by classical geodetic methods
 AW5811.and adjusted by the National Geodetic Survey in February 1996..
 AW5811
 AW5811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5811
 AW5811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5811
 AW5811.The geoid height was determined by GEOID03.
 AW5811
 AW5811;                    North         East     Units Scale Factor Converg.
 AW5811;SPC TXSC     - 4,155,799.758   991,178.595   MT  0.99986695   +1 58 15.1
 AW5811;SPC TXSC     -13,634,486.37  3,251,891.77   sFT  0.99986695   +1 58 15.1
 AW5811;UTM  15      - 3,229,370.900   307,737.929   MT  1.00005615   -0 57 51.2
 AW5811
 AW5811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5811!SPC TXSC     -   1.00000365  x   0.99986695  =   0.99987060
 AW5811!UTM  15      -   1.00000365  x   1.00005615  =   1.00005980
 AW5811
 AW5811:                Primary Azimuth Mark                     Grid Az
 AW5811:SPC TXSC     -  H 59 TX                                  233 55 55.3
 AW5811:UTM  15      -  H 59 TX                                  236 52 01.6
 AW5811
 AW5811|---------------------------------------------------------------------|
 AW5811| PID    Reference Object                     Distance      Geod. Az  |
 AW5811|                                                           dddmmss.s |
 AW5811| AW5812 H 59 TX                             APPROX. 2.4 KM 2355410.4 |
 AW5811|---------------------------------------------------------------------|
 AW5811
 AW5811                          SUPERSEDED SURVEY CONTROL
 AW5811
 AW5811  NAD 83(1986)-  29 10 42.32254(N)    094 58 37.69433(W) AD(       ) 3
 AW5811  NAD 27      -  29 10 41.46458(N)    094 58 36.96918(W) AD(       ) 3
 AW5811  NGVD 29 (07/19/86)    3.3    (m)           11.     (f) VERT ANG       
 AW5811
 AW5811.Superseded values are not recommended for survey control.
 AW5811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5811.See file dsdata.txt to determine how the superseded data were derived.
 AW5811
 AW5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0773829371(NAD 83)
 AW5811_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AW5811_SETTING: 0 = UNSPECIFIED SETTING
 AW5811_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW5811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5811
 AW5811  HISTORY     - Date     Condition        Report By
 AW5811  HISTORY     - 1979     MONUMENTED       NOS
 AW5811  HISTORY     - 1982     MARK NOT FOUND   NOS
 AW5811  HISTORY     - 19990604 MARK NOT FOUND   USPSQD
 AW5811  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 AW5811  HISTORY     - 20041122 MARK NOT FOUND   USPSQD
 AW5811
 AW5811                          STATION DESCRIPTION
 AW5811
 AW5811'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5811'THE STATION IS LOCATED ON GALVESTON ISLAND, 10 MILES
 AW5811'NORTHEAST OF THE SAN LUIS PASS BRIDGE.
 AW5811'
 AW5811'TO REACH FROM THE TOLL BOOTH AT THE NORTH END OF THE
 AW5811'SAN LUIS PASS BRIDGE, GO NORTHEAST ON FARM ROAD 3005 FOR
 AW5811'10.4 MILES TO A STOP LIGHT AND CROSSROAD WITH SIGN , NO RIGHT
 AW5811'TURN.  TURN RIGHT AND GO SOUTHEAST ON PAVED AND SAND ROAD FOR
 AW5811'0.1 MILE TO BEACH.  TURN RIGHT AND GO SOUTHWEST
 AW5811'ON BEACH FOR 0.4 MILE TO THE STATION ON THE RIGHT, NORTHEAST
 AW5811'OF A GREEN HOUSE AND ON THE DUNE LINE.
 AW5811'
 AW5811'THE STATION IS A 2-INCH BRASS DISK STAMPED---DAWG---,
 AW5811'CEMENTED IN THE TOP OF A 2 INCH PVC PIPE EMBEDDED IN THE
 AW5811'GROUND.  THE STATION PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 AW5811'81.2 FEET SOUTH OF THE SOUTHWEST CORNER OF A BROWN HOUSE,
 AW5811'37 FEET EAST OF THE SOUTHEAST CORNER OF A GREEN HOUSE, AND 4.7
 AW5811'FEET SOUTH OF A WITNESS POST WITH SIGN ATTACHED.
 AW5811'
 AW5811'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS.
 AW5811
 AW5811                          STATION RECOVERY (1982)
 AW5811
 AW5811'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW5811'THE STATION WAS LOST TO BEACH EROSION.
 AW5811
 AW5811                          STATION RECOVERY (1999)
 AW5811
 AW5811'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5811'MARK NOT FOUND.
 AW5811
 AW5811                          STATION RECOVERY (2003)
 AW5811
 AW5811'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW5811'MARK NOT FOUND.
 AW5811
 AW5811                          STATION RECOVERY (2004)
 AW5811
 AW5811'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1261 ***********************************************************************
 AJ1261  DESIGNATION -  DAWSON
 AJ1261  PID         -  AJ1261
 AJ1261  STATE/COUNTY-  TX/BROOKS
 AJ1261  USGS QUAD   -  FLOWELLA (1963)
 AJ1261
 AJ1261                         *CURRENT SURVEY CONTROL
 AJ1261  ___________________________________________________________________
 AJ1261* NAD 83(1993)-  27 08 11.14613(N)    098 00 34.47267(W)     ADJUSTED  
 AJ1261* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 AJ1261  ___________________________________________________________________
 AJ1261  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AJ1261  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AJ1261
 AJ1261  HORZ ORDER  -  FIRST
 AJ1261
 AJ1261.The horizontal coordinates were established by classical geodetic methods
 AJ1261.and adjusted by the National Geodetic Survey in February 1996..
 AJ1261
 AJ1261.The orthometric height was scaled from a topographic map.
 AJ1261
 AJ1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1261
 AJ1261.The geoid height was determined by GEOID03.
 AJ1261
 AJ1261;                    North         East     Units Scale Factor Converg.
 AJ1261;SPC TX S     - 5,162,931.810   348,613.023   MT  0.99989757   +0 13 21.6
 AJ1261;SPC TX S     -16,938,718.78  1,143,741.23   sFT  0.99989757   +0 13 21.6
 AJ1261;UTM  14      - 3,001,933.158   598,149.140   MT  0.99971892   +0 27 06.4
 AJ1261
 AJ1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1261!SPC TX S     -   0.99999991  x   0.99989757  =   0.99989748
 AJ1261!UTM  14      -   0.99999991  x   0.99971892  =   0.99971883
 AJ1261
 AJ1261:                Primary Azimuth Mark                     Grid Az
 AJ1261:SPC TX S     -  DAWSON AZ MK                             050 14 48.8
 AJ1261:UTM  14      -  DAWSON AZ MK                             050 01 04.0
 AJ1261
 AJ1261|---------------------------------------------------------------------|
 AJ1261| PID    Reference Object                     Distance      Geod. Az  |
 AJ1261|                                                           dddmmss.s |
 AJ1261| CV3104 DAWSON AZ MK                                       0502810.4 |
 AJ1261| CV3105 DAWSON RM 1                          25.964 METERS 07055     |
 AJ1261| AJ1260 HUMBLE OIL SULLIVAN RANCH TK        APPROX. 3.4 KM 2694758.8 |
 AJ1261| AJ1272 FALFURRIAS NEW MUNICIPAL TANK       APPROX.17.5 KM 3051820.4 |
 AJ1261| AJ1259 BROOKS COUNTY AIRPORT BEACON        APPROX.13.6 KM 3051916.1 |
 AJ1261| CV3106 DAWSON RM 2                          27.330 METERS 32206     |
 AJ1261|---------------------------------------------------------------------|
 AJ1261
 AJ1261                          SUPERSEDED SURVEY CONTROL
 AJ1261
 AJ1261  NAD 83(1986)-  27 08 11.15758(N)    098 00 34.44698(W) AD(       ) 1
 AJ1261  NAD 27      -  27 08 09.98810(N)    098 00 33.43920(W) AD(       ) 1
 AJ1261
 AJ1261.Superseded values are not recommended for survey control.
 AJ1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1261.See file dsdata.txt to determine how the superseded data were derived.
 AJ1261
 AJ1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9814901933(NAD 83)
 AJ1261_MARKER: DS = TRIANGULATION STATION DISK
 AJ1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1261
 AJ1261  HISTORY     - Date     Condition        Report By
 AJ1261  HISTORY     - 1960     MONUMENTED       CGS
 AJ1261
 AJ1261                          STATION DESCRIPTION
 AJ1261
 AJ1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AJ1261'THE STATION IS APPROXIMATELY 9-1/2 MILES SOUTHEAST OF FALFURRIAS,
 AJ1261'1-1/2 MILES WEST OF THE BROOKS-KENEDY COUNTY LINE, 1 MILE
 AJ1261'SOUTH OF PALO BLANCO CREEK AND ON THE SULLIVAN RANCH OWNED
 AJ1261'BY MR. DAN SULLIVAN IV.
 AJ1261'
 AJ1261'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1261'AND STATE HIGHWAY 285 IN FALFURRIAS, GO EAST ON HIGHWAY
 AJ1261'285 FOR 5.4 MILES TO A CROSSROAD AND FARM ROAD NO. 2191
 AJ1261'ON THE RIGHT.  TURN RIGHT, SOUTH, ON FARM ROAD 2191 FOR
 AJ1261'0.95 MILE TO A CROSSROAD AND FARM ROAD 2191 TURNS RIGHT.
 AJ1261'CONTINUE SOUTH ON THE SURFACED ROAD FOR 3.75 MILES TO A
 AJ1261'FORK.  BEAR LEFT, PASSING THROUGH A GATE AND CONTINUE SOUTHERLY
 AJ1261'ON THE SURFACED ROAD FOR 0.75 MILE TO A ROAD ON THE RIGHT
 AJ1261'(ROAD LEADS TO MR. JACK WESTS RANCH AND HOME).  CONTINUE
 AJ1261'SOUTH ON THE SURFACED ROAD FOR 0.3 MILE TO A ROAD ON THE
 AJ1261'LEFT.  CONTINUE SOUTH FOR 0.4 MILE TO A ROAD ON THE LEFT.
 AJ1261'TURN LEFT, EAST, ON THE ROAD FOR 0.2 MILE TO A GAS PLANT
 AJ1261'ON THE LEFT.  CONTINUE EAST ON THE MAIN TRAVELED ROAD FOR
 AJ1261'0.3 MILE TO A ROAD ON THE LEFT.  CONTINUE STRAIGHT
 AJ1261'AHEAD, EAST, FOR 1.15 MILES TO AN ALUMINUM GATE.  PASS
 AJ1261'THROUGH THE GATE AND CONTINUE EAST FOR 0.3 MILE TO A ROAD
 AJ1261'ON THE RIGHT AND A HOUSE AND CORRALS ON THE RIGHT.
 AJ1261'CONTINUE STRAIGHT AHEAD, EAST, FOR 163 FEET TO THE
 AJ1261'STATION ON THE RIGHT.  (TO REACH THE AZIMUTH MARK FROM THE
 AJ1261'STATION, GO NORTHEAST THROUGH PASTURE FOR 0.2 MILE TO THE
 AJ1261'AZIMUTH MARK.)
 AJ1261'
 AJ1261'STATION MARKS ARE STANDARD DISKS STAMPED DAWSON 1960.  THE
 AJ1261'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1261'6 INCHES.  IT IS 60 FEET EAST OF A TWIN TRUNK OAK TREE,
 AJ1261'35 FEET SOUTH OF THE CENTER OF A SAND ROAD AND 2 FEET NORTH
 AJ1261'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 AJ1261'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF
 AJ1261'THE GROUND.
 AJ1261'
 AJ1261'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAWSON NO 1 1960,
 AJ1261'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 AJ1261'IS 80 FEET NORTHWEST OF A ROAD FORK AND 24 FEET NORTHEAST
 AJ1261'OF THE CENTER OF THE SAND ROAD.
 AJ1261'
 AJ1261'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAWSON NO 2 1960,
 AJ1261'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AJ1261'IT IS 94 FEET EAST OF THE CENTER OF THE CROSSROAD AND 15
 AJ1261'FEET NORTHEAST OF THE CENTER OF THE SAND ROAD.
 AJ1261'
 AJ1261'AZIMUTH MARK, A STANDARD DISK STAMPED DAWSON 1960, IS SET IN
 AJ1261'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 AJ1261'2 FEET SOUTHEAST OF A METAL WITNESS POST.
 AJ1261'
 AJ1261'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1261'
 AJ1261'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1415 ***********************************************************************
 BZ1415  DESIGNATION -  DAWSON
 BZ1415  PID         -  BZ1415
 BZ1415  STATE/COUNTY-  TX/NAVARRO
 BZ1415  USGS QUAD   -  DAWSON (1978)
 BZ1415
 BZ1415                         *CURRENT SURVEY CONTROL
 BZ1415  ___________________________________________________________________
 BZ1415* NAD 83(1993)-  31 53 45.11539(N)    096 43 05.54546(W)     ADJUSTED  
 BZ1415* NAVD 88     -       152.48   (+/-2cm)     500.3    (feet)  VERTCON   
 BZ1415  ___________________________________________________________________
 BZ1415  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 BZ1415  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BZ1415
 BZ1415  HORZ ORDER  -  SECOND
 BZ1415  VERT ORDER  -  THIRD ? (See Below)
 BZ1415
 BZ1415.The horizontal coordinates were established by classical geodetic methods
 BZ1415.and adjusted by the National Geodetic Survey in February 1996..
 BZ1415
 BZ1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1415.The vertical order pertains to the NGVD 29 superseded value.
 BZ1415
 BZ1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1415
 BZ1415.The geoid height was determined by GEOID03.
 BZ1415
 BZ1415;                    North         East     Units Scale Factor Converg.
 BZ1415;SPC TXNC     - 2,026,846.707   768,561.655   MT  1.00007423   +0 58 18.4
 BZ1415;SPC TXNC     - 6,649,746.24  2,521,522.70   sFT  1.00007423   +0 58 18.4
 BZ1415;SPC TX C     - 3,252,686.459 1,041,931.126   MT  1.00000339   +1 51 43.2
 BZ1415;SPC TX C     -10,671,522.16  3,418,402.37   sFT  1.00000339   +1 51 43.2
 BZ1415;UTM  14      - 3,531,164.439   715,796.158   MT  1.00017435   +1 12 22.0
 BZ1415
 BZ1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1415!SPC TXNC     -   0.99998010  x   1.00007423  =   1.00005433
 BZ1415!SPC TX C     -   0.99998010  x   1.00000339  =   0.99998349
 BZ1415!UTM  14      -   0.99998010  x   1.00017435  =   1.00015445
 BZ1415
 BZ1415:                Primary Azimuth Mark                     Grid Az
 BZ1415:SPC TXNC     -  DAWSON AZ MK                             030 02 33.4
 BZ1415:SPC TX C     -  DAWSON AZ MK                             029 09 08.6
 BZ1415:UTM  14      -  DAWSON AZ MK                             029 48 29.8
 BZ1415
 BZ1415|---------------------------------------------------------------------|
 BZ1415| PID    Reference Object                     Distance      Geod. Az  |
 BZ1415|                                                           dddmmss.s |
 BZ1415| CV8358 DAWSON AZ MK                                       0310051.8 |
 BZ1415| CV8359 DAWSON RM 1                          28.208 METERS 07203     |
 BZ1415| BZ1414 DAWSON MUNICIPAL TANK               289.412 METERS 16324     |
 BZ1415| CV8360 DAWSON RM 2                          23.682 METERS 22206     |
 BZ1415| BZ1429 HUBBARD MUNICIPAL STANDPIPE         APPROX. 9.0 KM 2342141.1 |
 BZ1415| BZ0652 D 150                                55.020 METERS 34839     |
 BZ1415|---------------------------------------------------------------------|
 BZ1415
 BZ1415                          SUPERSEDED SURVEY CONTROL
 BZ1415
 BZ1415  NAD 83(1986)-  31 53 45.12397(N)    096 43 05.52609(W) AD(       ) 2
 BZ1415  NAD 27      -  31 53 44.55200(N)    096 43 04.55900(W) AD(       ) 2
 BZ1415  NGVD 29 (07/19/86)  152.45   (m)          500.2    (f) LEVELING    3  
 BZ1415
 BZ1415.Superseded values are not recommended for survey control.
 BZ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1415.See file dsdata.txt to determine how the superseded data were derived.
 BZ1415
 BZ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA1579631164(NAD 83)
 BZ1415_MARKER: DS = TRIANGULATION STATION DISK
 BZ1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1415
 BZ1415  HISTORY     - Date     Condition        Report By
 BZ1415  HISTORY     - 1948     MONUMENTED       CGS
 BZ1415  HISTORY     - 1948     GOOD             CGS
 BZ1415  HISTORY     - 20020824 GOOD             USPSQD
 BZ1415
 BZ1415                          STATION DESCRIPTION
 BZ1415
 BZ1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1415'THE STATION IS LOCATED IN THE TOWN OF DAWSON, ON THE GROUNDS
 BZ1415'OF THE DAWSON PUBLIC SCHOOL, ABOUT 0.25 MILE NORTHWEST OF
 BZ1415'THE POST OFFICE.  IT IS 56 PACES SOUTHEAST OF THE SOUTHWEST
 BZ1415'CORNER OF THE SCHOOL BUILDING, 48 FEET WEST OF A POWER POLE,
 BZ1415'41 FEET WEST OF A FIRE PLUG, AND 41 FEET NORTH OF THE CENTER LINE
 BZ1415'OF A DIRT STREET.  THE DISK IS STAMPED DAWSON 1948 AND IS
 BZ1415'SET 2 INCHES BELOW THE SURFACE OF THE GROUND.
 BZ1415'
 BZ1415'REFERENCE MARK NO. 1 IS 92.55 FEET EAST OF THE STATION, 56
 BZ1415'FEET EAST-NORTHEAST OF THE FIRE PLUG, AND 19 FEET NORTH OF
 BZ1415'THE CENTER LINE OF THE STREET.  THE DISK IS STAMPED DAWSON
 BZ1415'NO 1 1948 AND PROJECTS 4 INCHES.
 BZ1415'
 BZ1415'REFERENCE MARK NO. 2 IS 77.70 FEET SOUTHWEST OF THE STATION,
 BZ1415'24 FEET NORTH OF CENTER LINE OF THE STREET, 17 FEET WEST OF
 BZ1415'A POWER POLE, AND 3 FEET EAST OF A 4 INCH TREE.  THE DISK
 BZ1415'IS STAMPED DAWSON NO 2 1948 AND PROJECTS 4 INCHES.
 BZ1415'
 BZ1415'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF THE STATION,
 BZ1415'21 FEET SOUTH OF THE CENTER LINE OF A STREET, 3 FEET SOUTHWEST
 BZ1415'OF A WITNESS POST, AND 2 FEET SOUTH OF A TELEPHONE POLE.
 BZ1415'THE DISK IS STAMPED DAWSON 1948 AND PROJECTS 2 INCHES.  TO
 BZ1415'REACH FROM THE STATION GO EAST FOR 0.05 MILE, TURN LEFT AND
 BZ1415'GO 0.1 MILE, THENCE TURN RIGHT AND GO 0.05 MILE TO THE MARK
 BZ1415'ON THE RIGHT, ACROSS THE STREET FROM A WHITE CHURCH BUILDING.
 BZ1415'
 BZ1415'BM D 150 1933 (USC AND GS) IS NORTH OF THE STATION.  IT
 BZ1415'IS SET IN THE WEST CONCRETE STEP ABUTMENT AT THE MAIN ENTRANCE
 BZ1415'TO THE SCHOOL BUILDING.  IT IS 6 FEET WEST OF THE CENTER
 BZ1415'OF THE DOORWAY, AND 6 INCHES SOUTH OF THE WALL OF THE BUILDING.
 BZ1415'THE DISK IS STAMPED D 150 1933 AND IS 2 FEET ABOVE THE SURFACE
 BZ1415'OF THE GROUND.  A TRAVERSE CONNECTION WAS MADE TO THIS
 BZ1415'MARK FROM THE STATION AND THE DISTANCE IS 55.021 METERS OR
 BZ1415'180.51 FEET.
 BZ1415'
 BZ1415'A 74 FOOT SIGNAL AT HUBBARD 1919 IS VISIBLE AT 20 FEET.
 BZ1415'
 BZ1415'A 100 FOOT SIGNAL AT MALONE IS VISIBLE AT 20 FEET.
 BZ1415'
 BZ1415'A 100 FOOT SIGNAL AT IRENE IS VISIBLE AT 90 FEET.
 BZ1415'
 BZ1415'AN 87 FOOT SIGNAL AT RALEIGH IS VISIBLE AT 37 FEET.
 BZ1415'
 BZ1415'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BZ1415
 BZ1415                          STATION RECOVERY (1948)
 BZ1415
 BZ1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1415'STATION RECOVERED AS DESCRIBED IN 1948, PROJECT G-885, AND
 BZ1415'THE MEASUREMENTS WERE CHECKED. THE DECEMBER OBSERVATIONS ARE AS SHOWN.
 BZ1415'
 BZ1415'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS
 BZ1415
 BZ1415                          STATION RECOVERY (2002)
 BZ1415
 BZ1415'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 BZ1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1414 ***********************************************************************
 BZ1414  DESIGNATION -  DAWSON MUNICIPAL TANK
 BZ1414  PID         -  BZ1414
 BZ1414  STATE/COUNTY-  TX/NAVARRO
 BZ1414  USGS QUAD   -  DAWSON (1978)
 BZ1414
 BZ1414                         *CURRENT SURVEY CONTROL
 BZ1414  ___________________________________________________________________
 BZ1414* NAD 83(1993)-  31 53 36.11112(N)    096 43 02.39830(W)     ADJUSTED  
 BZ1414* NAVD 88     -                                                        
 BZ1414  ___________________________________________________________________
 BZ1414  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 BZ1414  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BZ1414
 BZ1414  HORZ ORDER  -  THIRD
 BZ1414
 BZ1414.The horizontal coordinates were established by classical geodetic methods
 BZ1414.and adjusted by the National Geodetic Survey in February 1996..
 BZ1414
 BZ1414
 BZ1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1414
 BZ1414.The geoid height was determined by GEOID03.
 BZ1414
 BZ1414;                    North         East     Units Scale Factor Converg.
 BZ1414;SPC TXNC     - 2,026,570.786   768,649.055   MT  1.00007510   +0 58 20.1
 BZ1414;SPC TXNC     - 6,648,840.99  2,521,809.44   sFT  1.00007510   +0 58 20.1
 BZ1414;SPC TX C     - 3,252,411.948 1,042,022.797   MT  1.00000271   +1 51 44.8
 BZ1414;SPC TX C     -10,670,621.53  3,418,703.13   sFT  1.00000271   +1 51 44.8
 BZ1414;UTM  14      - 3,530,888.849   715,884.695   MT  1.00017482   +1 12 23.4
 BZ1414
 BZ1414                          SUPERSEDED SURVEY CONTROL
 BZ1414
 BZ1414  NAD 83(1986)-  31 53 36.11908(N)    096 43 02.37880(W) AD(       ) 4
 BZ1414  NAD 27      -  31 53 35.55300(N)    096 43 01.41500(W) AD(       ) 3
 BZ1414
 BZ1414.Superseded values are not recommended for survey control.
 BZ1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1414.See file dsdata.txt to determine how the superseded data were derived.
 BZ1414
 BZ1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA1588530889(NAD 83)
 BZ1414_MARKER: 53 = ELEVATED TANK
 BZ1414
 BZ1414  HISTORY     - Date     Condition        Report By
 BZ1414  HISTORY     - 1948     FIRST OBSERVED   CGS
 BZ1414  HISTORY     - 20020824 GOOD             USPSQD
 BZ1414
 BZ1414                          STATION DESCRIPTION
 BZ1414
 BZ1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1414'THE STATION IS LOCATED IN THE TOWN OF DAWSON, ABOUT 3 BLOCKS
 BZ1414'NORTHWEST OF THE POST OFFICE.  IT IS A 4 LEGGED STEEL STRUCTURE
 BZ1414'APPROXIMATELY 120 FEET HIGH AND 35 FEET SQUARE AT THE BASE.  IT IS
 BZ1414'SILVER IN COLOR.
 BZ1414'
 BZ1414'THE POINT INTERSECTED WAS THE BALL FINIAL.
 BZ1414
 BZ1414                          STATION RECOVERY (2002)
 BZ1414
 BZ1414'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 BZ1414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2010 ***********************************************************************
 FL2010  DESIGNATION -  DAY
 FL2010  PID         -  FL2010
 FL2010  STATE/COUNTY-  TX/ROBERTS
 FL2010  USGS QUAD   -  EAST DRY CREEK (1972)
 FL2010
 FL2010                         *CURRENT SURVEY CONTROL
 FL2010  ___________________________________________________________________
 FL2010* NAD 83(1993)-  35 56 13.20557(N)    100 35 06.90962(W)     ADJUSTED  
 FL2010* NAVD 88     -       819.     (meters)    2687.     (feet)  SCALED    
 FL2010  ___________________________________________________________________
 FL2010  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 FL2010  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 FL2010
 FL2010  HORZ ORDER  -  THIRD
 FL2010
 FL2010.The horizontal coordinates were established by classical geodetic methods
 FL2010.and adjusted by the National Geodetic Survey in February 1996..
 FL2010
 FL2010.The orthometric height was scaled from a topographic map.
 FL2010
 FL2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2010
 FL2010.The geoid height was determined by GEOID03.
 FL2010
 FL2010;                    North         East     Units Scale Factor Converg.
 FL2010;SPC TX N     - 1,215,270.407   282,537.386   MT  0.99995182   +0 31 48.5
 FL2010;SPC TX N     - 3,987,099.66    926,958.07   sFT  0.99995182   +0 31 48.5
 FL2010;UTM  14      - 3,978,122.195   357,005.670   MT  0.99985196   -0 55 49.9
 FL2010
 FL2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2010!SPC TX N     -   0.99987578  x   0.99995182  =   0.99982761
 FL2010!UTM  14      -   0.99987578  x   0.99985196  =   0.99972776
 FL2010
 FL2010|---------------------------------------------------------------------|
 FL2010| PID    Reference Object                     Distance      Geod. Az  |
 FL2010|                                                           dddmmss.s |
 FL2010| CK8497 DAY RM 1                              8.839 METERS 19119     |
 FL2010| CK8495 DAY AZ MK                                          2041848.1 |
 FL2010| CK8496 DAY AZ MK 2                                        2044255.9 |
 FL2010| CK8498 DAY RM 2                             10.000 METERS 28000     |
 FL2010|---------------------------------------------------------------------|
 FL2010
 FL2010                          SUPERSEDED SURVEY CONTROL
 FL2010
 FL2010  NAD 83(1993)-  35 56 13.20612(N)    100 35 06.90948(W) AD(       ) 3
 FL2010  NAD 83(1986)-  35 56 13.21194(N)    100 35 06.89770(W) AD(       ) 3
 FL2010  NAD 27      -  35 56 13.06500(N)    100 35 05.40200(W) AD(       ) 3
 FL2010
 FL2010.Superseded values are not recommended for survey control.
 FL2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2010.See file dsdata.txt to determine how the superseded data were derived.
 FL2010
 FL2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5700678122(NAD 83)
 FL2010_MARKER: DS = TRIANGULATION STATION DISK
 FL2010_SETTING: 66 = SET IN ROCK OUTCROP
 FL2010_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 FL2010
 FL2010  HISTORY     - Date     Condition        Report By
 FL2010  HISTORY     - 1951     MONUMENTED       CGS
 FL2010  HISTORY     - 1961     GOOD             USGS
 FL2010  HISTORY     - 1962     GOOD             CGS
 FL2010
 FL2010                          STATION DESCRIPTION
 FL2010
 FL2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (MJT)
 FL2010'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH-NORTHEAST OF
 FL2010'MIAMI, 11-1/2 MILES WEST OF CANADIAN, 2 MILES SOUTH OF THE
 FL2010'CANADIAN RIVER, 0.25 MILE NORTH OF A DIRT ROAD, 3 FEET NORTH
 FL2010'OF A WITNESS POST, AND ON A LOW PROMINENT HILL ON PROPERTY LEASED
 FL2010'BY MR. FLOWERS.
 FL2010'
 FL2010'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 FL2010'FARM ROAD 282 IN MIAMI.  GO NORTH ACROSS THE RAILROAD TRACKS
 FL2010'ON FARM ROAD 282 FOR 1.4 MILES TO THE JUNCTION OF FARM ROAD
 FL2010'283.  KEEP RIGHT FORK AND GO NORTH ON FARM ROAD 283 FOR 3.8
 FL2010'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW DIRT ROAD
 FL2010'NORTH FOR 3.8 MILES TO A CATTLE GUARD ABOUT 1/2 MILE SOUTH OF
 FL2010'TWO RANCH HOUSES, CONTINUE EAST AND NORTHEAST ON DIRT ROAD FOR
 FL2010'2.5 MILES, PASS TO THE RIGHT OF RANCH BUILDINGS AND CONTINUE
 FL2010'NORTHEAST FOR 7.0 MILES TO A CATTLE GUARD, CONTINUE NORTH FOR
 FL2010'3.8 MILES TO A ROAD FORK AND SIGN MIAMI 22 MILES, TAKE THE
 FL2010'RIGHT FORK AND GO EAST FOR 0.4 MILES TO A CATTLE GUARD AND
 FL2010'THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR 0.2 MILE
 FL2010'TO THE TOP OF A HILL, TURN LEFT AND GO NORTH ACROSS COUNTRY
 FL2010'FOR 0.25 MILE TO THE TOP OF THE SECOND HILL AND THE STATION
 FL2010'SITE.
 FL2010'
 FL2010'THE STATION MARK IS A STANDARD BRONZE DISK SET IN AN OUTCROPPING
 FL2010'OF BEDROCK.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 FL2010'IS STAMPED DAY 1951.
 FL2010'
 FL2010'REFERENCE MARK NO. 1 IS A STANDARD AZIMUTH MARK DISK SET IN A
 FL2010'CONCRETE POST, AND IS 1 FOOT LOWER THAN THE STATION.  THE MARK
 FL2010'PROJECTS 3 INCHES, AND THE DISK IS STAMPED DAY R.M. NO 1 1951.
 FL2010'
 FL2010'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN AN
 FL2010'OUTCROPPING OF BEDROCK, AND IS 3 FEET LOWER THAN THE STATION.
 FL2010'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED DAY NO
 FL2010'2 1951.
 FL2010'
 FL2010'THE AZIMUTH MARK IS 0.4 MILE EAST OF A ROAD FORK, 12 FEET
 FL2010'NORTH OF A DIRT ROAD AND A CATTLE GUARD, 5 FEET NORTH OF A WITNESS
 FL2010'POST, AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS A STANDARD
 FL2010'BRONZE DISK SET IN A CONCRETE POST.  THE MARK PROJECTS 3 INCHES,
 FL2010'AND THE DISK IS STAMPED DAY 1951.
 FL2010
 FL2010                          STATION RECOVERY (1961)
 FL2010
 FL2010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FL2010'THE AZIMUTH MARK HAS BEEN STRUCK, PROBABLY BY A ROAD GRADER.
 FL2010'THE MARK HAS BEEN MOVED ABOUT 1-1/4 MINUTES FROM THE ORIGINAL
 FL2010'POSITION.
 FL2010
 FL2010                          STATION RECOVERY (1962)
 FL2010
 FL2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 FL2010'THE STATION MARK, REFERENCE MARKS NUMBERS 1 AND 2 WERE RECOVERED
 FL2010'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 FL2010'A NEW AZIMUTH MARK WAS SET.  THE DESCRIPTION AND TO REACH THE
 FL2010'STATION ARE ADEQUATE FOR RECOVERY.
 FL2010'
 FL2010'ADDITIONAL DESCRIPTION OF THE RESET AZIMUTH MARK AND TO REACH
 FL2010'THE STATION FOLLOWS--
 FL2010'
 FL2010'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60
 FL2010'AND FARM ROAD 282 IN MIAMI, GO NORTH ACROSS THE RAILROAD TRACKS
 FL2010'ON FARM ROAD 282 FOR 1.4 MILES TO THE JUNCTION OF FARM ROAD
 FL2010'283.  KEEP RIGHT FORK AND GO NORTH ON FARM ROAD 283 FOR 3.5
 FL2010'MILES TO A ROAD FORK WHERE A TRIANGLE IS FORMED BY THE ROADS.
 FL2010'TAKE RIGHT FORK, EASTERLY, GO 0.15 MILE TO A GRAVELED SIDE
 FL2010'ROAD ON THE LEFT.  TURN LEFT, AND GO NORTHERLY ON THE MAIN
 FL2010'TRAVELED ROAD 2.3 MILES TO A CATTLE GUARD.  CONTINUE STRAIGHT
 FL2010'AHEAD 1.15 MILES TO A ROAD FORK.  KEEP RIGHT FORK, AND FOLLOW
 FL2010'THE MAIN TRAVELED ROAD 2.55 MILES TO A CATTLE GUARD AT A RANCH
 FL2010'HOUSE AND LARGE BARN ON THE LEFT.  CONTINUE NORTHERLY ON THE
 FL2010'GRAVELED ROAD FOR 6.4 MILES TO A CATTLE GUARD AT THE ENTRANCE
 FL2010'TO THE MAHLER RANCH.  CROSS THE CATTLE GUARD AND CONTINUE
 FL2010'FOR 4.6 MILES TO A ROAD FOR IN A DRAW.  TAKE RIGHT FORK, GO
 FL2010'0.45 MILE TO A CATTLE GUARD AND THE AZIMUTH MARK ON THE
 FL2010'LEFT.  CROSS THE CATTLE GUARD, GO EASTERLY FOR 0.35 MILE TO A
 FL2010'CATTLE GUARD ON THE LEFT.  TURN LEFT, CROSS CATTLE GUARD,
 FL2010'THENCE BEAR LEFT, NORTHWEST, GO ACROSS COUNTRY ALONG THE TOP
 FL2010'OF RIDGES TO THE SECOND HILL AND THE STATION ON THE HIGHEST
 FL2010'PART OF HILL.
 FL2010'
 FL2010'AZIMUTH MARK, A STANDARD DISK STAMPED DAY 1951 RESET 1962,
 FL2010'SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE
 FL2010'GROUND.  IT IS 41 FEET NORTH OF THE CENTER OF THE CATTLE GUARD,
 FL2010'11 FEET NORTH OF A T-FENCE CORNER, 1 FOOT WEST OF A FENCE LEADING
 FL2010'NORTH, AND 1 FOOT NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0364 ***********************************************************************
 BL0364  DESIGNATION -  DAYTON
 BL0364  PID         -  BL0364
 BL0364  STATE/COUNTY-  TX/LIBERTY
 BL0364  USGS QUAD   -  DAYTON (1984)
 BL0364
 BL0364                         *CURRENT SURVEY CONTROL
 BL0364  ___________________________________________________________________
 BL0364* NAD 83(1993)-  30 02 48.18180(N)    094 52 48.87457(W)     ADJUSTED  
 BL0364* NAVD 88     -        24.57   (+/-2cm)      80.6    (feet)  VERTCON   
 BL0364  ___________________________________________________________________
 BL0364  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BL0364  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0364
 BL0364  HORZ ORDER  -  SECOND
 BL0364  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0364
 BL0364.The horizontal coordinates were established by classical geodetic methods
 BL0364.and adjusted by the National Geodetic Survey in February 1996..
 BL0364
 BL0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0364.The vertical order pertains to the NGVD 29 superseded value.
 BL0364
 BL0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0364
 BL0364.The geoid height was determined by GEOID03.
 BL0364
 BL0364;                    North         East     Units Scale Factor Converg.
 BL0364;SPC TX C     - 3,055,019.667 1,225,701.397   MT  1.00001941   +2 48 31.2
 BL0364;SPC TX C     -10,023,010.36  4,021,322.00   sFT  1.00001941   +2 48 31.2
 BL0364;SPC TXSC     - 4,252,304.233   997,207.804   MT  0.99994021   +2 01 06.0
 BL0364;SPC TXSC     -13,951,101.47  3,271,672.60   sFT  0.99994021   +2 01 06.0
 BL0364;UTM  15      - 3,325,451.660   318,723.577   MT  1.00000544   -0 56 30.1
 BL0364
 BL0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0364!SPC TX C     -   1.00000046  x   1.00001941  =   1.00001987
 BL0364!SPC TXSC     -   1.00000046  x   0.99994021  =   0.99994067
 BL0364!UTM  15      -   1.00000046  x   1.00000544  =   1.00000590
 BL0364
 BL0364|---------------------------------------------------------------------|
 BL0364| PID    Reference Object                     Distance      Geod. Az  |
 BL0364|                                                           dddmmss.s |
 BL0364| BL0365 DAYTON RM 1                          23.629 METERS 05001     |
 BL0364| BL2119 LIBERTY SUN PIPELINE RAD MAST       APPROX. 9.7 KM 0732458.1 |
 BL0364| BL2120 LIBERTY MUNICIPAL TANK              APPROX. 8.5 KM 0820950.9 |
 BL0364| BL2121 LIBERTY TRUNKLINE GAS RAD MAST      APPROX. 9.1 KM 0822514.7 |
 BL0364| CV8361 DAYTON RM 2                          24.738 METERS 14935     |
 BL0364| BL2124 DAYTON MUNICIPAL TANK               APPROX. 0.8 KM 2852645.5 |
 BL0364| BL0363 DAYTON AZ MK                                       3194511.4 |
 BL0364|---------------------------------------------------------------------|
 BL0364
 BL0364                          SUPERSEDED SURVEY CONTROL
 BL0364
 BL0364  NAD 83(1986)-  30 02 48.19784(N)    094 52 48.85764(W) AD(       ) 2
 BL0364  NAD 27      -  30 02 47.42181(N)    094 52 48.12995(W) AD(       ) 2
 BL0364  NGVD 29 (??/??/92)   24.569  (m)           80.61   (f) ADJ UNCH    1 1
 BL0364
 BL0364.Superseded values are not recommended for survey control.
 BL0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0364.See file dsdata.txt to determine how the superseded data were derived.
 BL0364
 BL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1872425452(NAD 83)
 BL0364_MARKER: DS = TRIANGULATION STATION DISK
 BL0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0364_SP_SET: CONCRETE POST
 BL0364_STAMPING: DAYTON 1951
 BL0364_MARK LOGO: CGS   
 BL0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0364+STABILITY: SURFACE MOTION
 BL0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0364+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 BL0364
 BL0364  HISTORY     - Date     Condition        Report By
 BL0364  HISTORY     - 1951     MONUMENTED       CGS
 BL0364  HISTORY     - 1954     GOOD             CGS
 BL0364  HISTORY     - 1963     GOOD             CGS
 BL0364  HISTORY     - 1972     GOOD             NGS
 BL0364  HISTORY     - 1978     GOOD             NGS
 BL0364  HISTORY     - 1987     GOOD             NGS
 BL0364  HISTORY     - 1988     GOOD             USPSQD
 BL0364  HISTORY     - 1989     GOOD             USPSQD
 BL0364  HISTORY     - 1990     GOOD             USPSQD
 BL0364  HISTORY     - 19960413 GOOD             USPSQD
 BL0364  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0364  HISTORY     - 20050216 GOOD             USPSQD
 BL0364  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL0364
 BL0364                          STATION DESCRIPTION
 BL0364
 BL0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL0364'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF DAYTON AND
 BL0364'AT THE NORTH EDGE OF A SCHOOL YARD.  IT IS ABOUT 68.0 YARDS
 BL0364'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK SCHOOL HOUSE.
 BL0364'IT IS 96.0 FEET WEST OF THE NORTHWEST CORNER OF A TIN BUILDING.
 BL0364'IT IS SET FLUSH AND STAMPED DAYTON 1951.
 BL0364'
 BL0364'REFERENCE MARK NO. 1 IS 26.0 FEET NORTHWEST OF THE NORTHWEST
 BL0364'CORNER OF A TIN BUILDING AND 1.0 FOOT SOUTH OF A FENCE
 BL0364'CORNER.  IT IS SET FLUSH AND STAMPED DAYTON NO 1 1951.
 BL0364'
 BL0364'REFERENCE MARK NO. 2 IS 102.0 FEET SOUTHWEST OF THE SOUTHWEST
 BL0364'CORNER OF A TIN BUILDING.  IT IS SET FLUSH AND STAMPED DAYTON
 BL0364'NO 2 1951.
 BL0364'
 BL0364'THE DISTANCE BETWEEN REFERENCE MARKS IS 121.2 FEET.
 BL0364'
 BL0364'THE AZIMUTH MARK IS 52.0 FEET NORTH OF THE CENTER OF U.S.
 BL0364'HIGHWAY 90 AND 8.0 FEET SOUTHEAST OF A SIGN.  (VALLEY HOTEL
 BL0364'COURTS).  IT PROJECTS 5 INCHES AND IS STAMPED DAYTON 1951.
 BL0364'
 BL0364'TO REACH THE STATION FROM THE CROSS STREET JUST WEST OF
 BL0364'THE DEPOT IN DAYTON, GO SOUTH FOR 0.2 MILE TO A STOP LIGHT
 BL0364'AND U.S. HIGHWAY 90.  (FROM THE STOP LIGHT, GO EAST ON U.S.
 BL0364'HIGHWAY 90 FOR 0.45 MILE TO A SIGN AND THE AZIMUTH MARK
 BL0364'ON THE LEFT AS DESCRIBED.) CONTINUE SOUTH FROM THE STOP
 BL0364'LIGHT FOR 0.1 MILE TO A CROSS STREET, TURN LEFT, EAST, FOR
 BL0364'0.4 MILE TO A STREET LEADING SOUTH.  TURN RIGHT, SOUTH,
 BL0364'FOR 0.05 MILE TO THE NORTHWEST CORNER OF A SCHOOL, TURN
 BL0364'LEFT, EAST, ALONG THE NORTH EDGE OF THE SCHOOL YARD FOR
 BL0364'0.05 MILE TO THE STATION AS DESCRIBED.
 BL0364'
 BL0364'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL0364
 BL0364                          STATION RECOVERY (1954)
 BL0364
 BL0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BL0364'0.4 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE WILSON JUNIOR
 BL0364'HIGH SCHOOL AT DAYTON, THENCE 0.2 MILE SOUTH ALONG A DIRT
 BL0364'ROAD, 95 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD,
 BL0364'204 FEET WEST OF THE WEST CORNER OF A BRICK SCHOOLHOUSE,
 BL0364'96 FEET SOUTHWEST OF THE WEST CORNER OF A SHEET IRON BUILDING,
 BL0364'43 FEET EAST OF AN 8 INCH PINE TREE, A TRIANGULATION STATION
 BL0364'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 BL0364'THE GROUND, STAMPED DAYTON 1951.
 BL0364'
 BL0364'DAYTON R.M. 1 IS 77.5 FEET NORTHEAST OF TRIANGULATION STATION
 BL0364'DAYTON 1951, 26.6 FEET WEST OF THE WEST CORNER OF A SHEET
 BL0364'IRON BUILDING, 120 FEET NORTHEAST OF AN 8 INCH PINE TREE,
 BL0364'1.5 FEET SOUTHEAST OF A FENCE CORNER, ALONG THE NORTHWEST
 BL0364'SIDE OF A SCHOOL YARD, A REFERENCE MARK DISK SET IN THE
 BL0364'TOP OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW THE TOP OF
 BL0364'THE GROUND, STAMPED DAYTON NO 1 1951.
 BL0364'
 BL0364'DAYTON 1951 AZIMUTH IS 0.2 MILE NORTH OF TRIANGULATION STATION
 BL0364'DAYTON 1951, 235 FEET NORTHEAST OF THE EAST CORNER OF A
 BL0364'PHILLIPS 66 SERVICE STATION, ON THE OUTSIDE OF A CURVE IN
 BL0364'U.S. HIGHWAY 90, 85.8 FEET NORTHWEST OF A 12 INCH OAK TREE,
 BL0364'55.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1
 BL0364'FOOT SOUTHEAST OF A FENCE, 1 FOOT NORTHEAST OF A WITNESS
 BL0364'POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 BL0364'POST, STAMPED DAYTON 1951.
 BL0364'
 BL0364'DAYTON R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 BL0364
 BL0364                          STATION RECOVERY (1963)
 BL0364
 BL0364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BIW)
 BL0364'ABOUT 0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE
 BL0364'DAYTON HIGH SCHOOL AT DAYTON, THENCE 0.2 MILE SOUTHEAST
 BL0364'ALONG A GRADED DIRT STREET, 203 FEET NORTHEAST OF THE CENTER
 BL0364'LINE OF THE STREET, 181 FEET NORTHEAST OF A FIRE HYDRANT,
 BL0364'56.8 FEET SOUTHWEST OF THE WEST CORNER OF A SCHOOL BUILDING,
 BL0364'18 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE SCHOOL YARD,
 BL0364'43 FEET EAST-NORTHEAST OF AN 18-INCH PINE TREE, 77-1/2 FEET
 BL0364'SOUTHWEST OF DAYTON R.M. 1, AND SET IN THE TOP OF A CONCRETE
 BL0364'POST 2 INCHES BELOW THE GROUND.
 BL0364'
 BL0364'DAYTON R.M. 1 IS 77-1/2 FEET NORTHEAST OF THE STATION MARK,
 BL0364'28 FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF A HOUSE, 24.4
 BL0364'FEET NORTHEAST OF THE WEST CORNER OF A SCHOOL BUILDING, 15
 BL0364'FEET NORTHEAST OF THE NORTHWEST FACE OF THE BUILDING, AND
 BL0364'SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE GROUND.
 BL0364'
 BL0364'DAYTON R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 BL0364'
 BL0364'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 BL0364
 BL0364                          STATION RECOVERY (1972)
 BL0364
 BL0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0364'IN DAYTON.
 BL0364'AT DAYTON, ABOUT 0.5 MILE NORTHEAST ALONG US HIGHWAY 90 FROM THE HIGH
 BL0364'SCHOOL, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG COLBERT STREET, IN THE
 BL0364'LAWN OF COLBERT SCHOOL, 203 FEET NORTHEAST OF THE CENTER LINE OF
 BL0364'COLBERT STREET, 56.6 FEET SOUTHWEST OF THE WEST CORNER OF THE WEST ONE
 BL0364'OF FOUR BRICK SCHOOL BUILDINGS, 183.2 FEET NORTH-NORTHEAST OF BENCH
 BL0364'MARK L 1202 1972, 43 1/2 FEET NORTHEAST OF A 16-INCH PINE TREE, 17.6
 BL0364'FEET SOUTHEAST OF THE CHAIN LINK FENCE ALONG THE NORTHWEST EDGE OF THE
 BL0364'SCHOOL LAWN, ON A DIRECT LINE WITH THE WEST FACE OF THE SCHOOL
 BL0364'BUILDING, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT BELOW THE
 BL0364'SURFACE OF THE GROUND.
 BL0364
 BL0364                          STATION RECOVERY (1978)
 BL0364
 BL0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0364'RECOVERED IN GOOD CONDITION.
 BL0364
 BL0364                          STATION RECOVERY (1987)
 BL0364
 BL0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0364'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 BL0364
 BL0364                          STATION RECOVERY (1988)
 BL0364
 BL0364'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0364'RECOVERED IN GOOD CONDITION.
 BL0364
 BL0364                          STATION RECOVERY (1989)
 BL0364
 BL0364'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0364'RECOVERED IN GOOD CONDITION.
 BL0364
 BL0364                          STATION RECOVERY (1990)
 BL0364
 BL0364'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0364'RECOVERED IN GOOD CONDITION.
 BL0364
 BL0364                          STATION RECOVERY (1996)
 BL0364
 BL0364'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0364'RECOVERED IN GOOD CONDITION.
 BL0364
 BL0364                          STATION RECOVERY (2004)
 BL0364
 BL0364'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0364'MARK NOT FOUND.
 BL0364
 BL0364                          STATION RECOVERY (2005)
 BL0364
 BL0364'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0364'RECOVERED IN GOOD CONDITION.
 BL0364
 BL0364                          STATION RECOVERY (2005)
 BL0364
 BL0364'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2124 ***********************************************************************
 BL2124  DESIGNATION -  DAYTON MUNICIPAL TANK
 BL2124  PID         -  BL2124
 BL2124  STATE/COUNTY-  TX/LIBERTY
 BL2124  USGS QUAD   -  DAYTON (1984)
 BL2124
 BL2124                         *CURRENT SURVEY CONTROL
 BL2124  ___________________________________________________________________
 BL2124* NAD 83(1993)-  30 02 54.71923(N)    094 53 16.07387(W)     ADJUSTED  
 BL2124* NAVD 88     -                                                        
 BL2124  ___________________________________________________________________
 BL2124  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BL2124  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL2124
 BL2124  HORZ ORDER  -  THIRD
 BL2124
 BL2124.The horizontal coordinates were established by classical geodetic methods
 BL2124.and adjusted by the National Geodetic Survey in February 1996..
 BL2124
 BL2124
 BL2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2124
 BL2124.The geoid height was determined by GEOID03.
 BL2124
 BL2124;                    North         East     Units Scale Factor Converg.
 BL2124;SPC TX C     - 3,055,185.054 1,224,963.759   MT  1.00001888   +2 48 17.2
 BL2124;SPC TX C     -10,023,552.96  4,018,901.93   sFT  1.00001888   +2 48 17.2
 BL2124;SPC TXSC     - 4,252,479.764   996,472.576   MT  0.99994061   +2 00 52.6
 BL2124;SPC TXSC     -13,951,677.36  3,269,260.44   sFT  0.99994061   +2 00 52.6
 BL2124;UTM  15      - 3,325,664.938   317,998.345   MT  1.00000869   -0 56 44.0
 BL2124
 BL2124                          SUPERSEDED SURVEY CONTROL
 BL2124
 BL2124  NAD 83(1986)-  30 02 54.73524(N)    094 53 16.05702(W) AD(       ) 4
 BL2124  NAD 27      -  30 02 53.95969(N)    094 53 15.33213(W) AD(       ) 3
 BL2124
 BL2124.Superseded values are not recommended for survey control.
 BL2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2124.See file dsdata.txt to determine how the superseded data were derived.
 BL2124
 BL2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1799825665(NAD 83)
 BL2124_MARKER: 53 = ELEVATED TANK
 BL2124
 BL2124  HISTORY     - Date     Condition        Report By
 BL2124  HISTORY     - 1951     FIRST OBSERVED   CGS
 BL2124  HISTORY     - 1985     GOOD             USPSQD
 BL2124  HISTORY     - 19950909 MARK NOT FOUND   USPSQD
 BL2124  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL2124  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL2124
 BL2124                          STATION DESCRIPTION
 BL2124
 BL2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2124'THE STATION IS LOCATED NEAR THE NORTH EDGE OF DAYTON.  IT
 BL2124'IS 60.0 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET
 BL2124'AND 48.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET.
 BL2124'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 BL2124'THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX.
 BL2124'THE OVERALL HEIGHT IS ABOUT 135.0 FEET.
 BL2124'
 BL2124'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 BL2124
 BL2124                          STATION RECOVERY (1985)
 BL2124
 BL2124'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJB)
 BL2124'STATION FOUND GOOD CONDITION.
 BL2124'
 BL2124'WATER TANK STILL STANDING.  APPEARS TO BE IN GOOD CONDITION.  STATION
 BL2124'LOCATED AS DESCRIBED.
 BL2124
 BL2124                          STATION RECOVERY (1995)
 BL2124
 BL2124'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2124'MARK NOT FOUND.
 BL2124
 BL2124                          STATION RECOVERY (2004)
 BL2124
 BL2124'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL2124'LAT. / LON. WAS LOCKED IN ON GPS AS PER DESCRIPTION AND NO TANK IN
 BL2124'SIGHT.
 BL2124
 BL2124                          STATION RECOVERY (2005)
 BL2124
 BL2124'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0365 ***********************************************************************
 BL0365  DESIGNATION -  DAYTON RM 1
 BL0365  PID         -  BL0365
 BL0365  STATE/COUNTY-  TX/LIBERTY
 BL0365  USGS QUAD   -  DAYTON (1984)
 BL0365
 BL0365                         *CURRENT SURVEY CONTROL
 BL0365  ___________________________________________________________________
 BL0365* NAD 83(1986)-  30 02 50.     (N)    094 52 47.     (W)     SCALED    
 BL0365* NAVD 88     -        24.30   (+/-2cm)      79.7    (feet)  VERTCON   
 BL0365  ___________________________________________________________________
 BL0365  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0365
 BL0365  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0365
 BL0365.The horizontal coordinates were scaled from a topographic map and have
 BL0365.an estimated accuracy of +/- 6 seconds.
 BL0365
 BL0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0365.The vertical order pertains to the NGVD 29 superseded value.
 BL0365
 BL0365.The geoid height was determined by GEOID03.
 BL0365
 BL0365;                    North         East    Units  Estimated Accuracy
 BL0365;SPC TX C     - 3,055,080.    1,225,750.      MT  (+/- 180 meters Scaled)
 BL0365
 BL0365                          SUPERSEDED SURVEY CONTROL
 BL0365
 BL0365  NGVD 29 (??/??/92)   24.305  (m)           79.74   (f) ADJ UNCH    1 1
 BL0365
 BL0365.Superseded values are not recommended for survey control.
 BL0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0365.See file dsdata.txt to determine how the superseded data were derived.
 BL0365
 BL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP187255(NAD 83)
 BL0365_MARKER: DR = REFERENCE MARK DISK
 BL0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0365_STAMPING: DAYTON NO 1 1951
 BL0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0365+STABILITY: SURFACE MOTION
 BL0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0365+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 BL0365
 BL0365  HISTORY     - Date     Condition        Report By
 BL0365  HISTORY     - 1951     MONUMENTED       CGS
 BL0365  HISTORY     - 1972     GOOD             NGS
 BL0365  HISTORY     - 1978     GOOD             NGS
 BL0365  HISTORY     - 1988     GOOD             USPSQD
 BL0365  HISTORY     - 1989     GOOD             USPSQD
 BL0365  HISTORY     - 1990     GOOD             USPSQD
 BL0365  HISTORY     - 19960413 GOOD             USPSQD
 BL0365  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0365  HISTORY     - 20050216 GOOD             USPSQD
 BL0365  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL0365
 BL0365                          STATION DESCRIPTION
 BL0365
 BL0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0365'IN DAYTON.
 BL0365'AT DAYTON, ABOUT 0.5 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE
 BL0365'HIGH SCHOOL, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG COLBERT STREET,
 BL0365'77.6 FEET NORTHEAST OF TRIANGULATION STATION DAYTON 1951, 24.5 FEET
 BL0365'NORTH OF THE WEST CORNER OF A SCHOOL BUILDING, 15.1 FEET NORTHWEST OF
 BL0365'THE NORTHWEST WALL OF A SCHOOL BUILDING, 3.8 FEET SOUTHEAST OF THE
 BL0365'CHAIN LINK FENCE ALONG THE NORTHWEST EDGE OF THE SCHOOL LAWN AND SET
 BL0365'IN THE TOP OF A CONCRETE POST 0.2 FOOT BELOW THE SURFACE OF THE
 BL0365'GROUND.
 BL0365
 BL0365                          STATION RECOVERY (1978)
 BL0365
 BL0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0365'RECOVERED IN GOOD CONDITION.
 BL0365
 BL0365                          STATION RECOVERY (1988)
 BL0365
 BL0365'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0365'RECOVERED IN GOOD CONDITION.
 BL0365
 BL0365                          STATION RECOVERY (1989)
 BL0365
 BL0365'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0365'RECOVERED IN GOOD CONDITION.
 BL0365
 BL0365                          STATION RECOVERY (1990)
 BL0365
 BL0365'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0365'RECOVERED IN GOOD CONDITION.
 BL0365
 BL0365                          STATION RECOVERY (1996)
 BL0365
 BL0365'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0365'RECOVERED IN GOOD CONDITION.
 BL0365
 BL0365                          STATION RECOVERY (2004)
 BL0365
 BL0365'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0365'MARK NOT FOUND.
 BL0365
 BL0365                          STATION RECOVERY (2005)
 BL0365
 BL0365'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0365'RECOVERED IN GOOD CONDITION.
 BL0365
 BL0365                          STATION RECOVERY (2005)
 BL0365
 BL0365'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1542 ***********************************************************************
 AW1542  DESIGNATION -  DC TXHD
 AW1542  PID         -  AW1542
 AW1542  STATE/COUNTY-  TX/HARRIS
 AW1542  USGS QUAD   -  LA PORTE (1982)
 AW1542
 AW1542                         *CURRENT SURVEY CONTROL
 AW1542  ___________________________________________________________________
 AW1542* NAD 83(1986)-  29 42 21.     (N)    095 01 00.     (W)     SCALED    
 AW1542* NAVD 88     -       -22.84   (+/-2cm)     -74.9    (feet)  VERTCON   
 AW1542  ___________________________________________________________________
 AW1542  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1542
 AW1542  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1542
 AW1542.The horizontal coordinates were scaled from a topographic map and have
 AW1542.an estimated accuracy of +/- 6 seconds.
 AW1542
 AW1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1542.The vertical order pertains to the NGVD 29 superseded value.
 AW1542
 AW1542.The geoid height was determined by GEOID03.
 AW1542
 AW1542;                    North         East    Units  Estimated Accuracy
 AW1542;SPC TXSC     - 4,214,090.      985,350.      MT  (+/- 180 meters Scaled)
 AW1542
 AW1542                          SUPERSEDED SURVEY CONTROL
 AW1542
 AW1542  NGVD 29 (??/??/92)  -22.848  (m)          -74.96   (f) ADJ UNCH    1 2
 AW1542
 AW1542.Superseded values are not recommended for survey control.
 AW1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1542.See file dsdata.txt to determine how the superseded data were derived.
 AW1542
 AW1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN049878(NAD 83)
 AW1542_MARKER: B = BOLT
 AW1542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1542_SP_SET: FLOOR
 AW1542_STAMPING: DC
 AW1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1542
 AW1542  HISTORY     - Date     Condition        Report By
 AW1542  HISTORY     - UNK      MONUMENTED       TXHD
 AW1542  HISTORY     - 1959     GOOD             NGS
 AW1542  HISTORY     - 1978     GOOD             NGS
 AW1542  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW1542  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1542
 AW1542                          STATION DESCRIPTION
 AW1542
 AW1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW1542'IN BAYTOWN-LA PORTE.
 AW1542'INSIDE OF THE BAYTOWN-LA PORTE TUNNEL, ABOUT 0.2 MILE SOUTHWEST OF THE
 AW1542'NORTHEAST ARCHWAY AND ENTRANCE TO THE TUNNEL, 11.2 FEET SOUTHEAST OF
 AW1542'THE CENTER LINE OF STATE HIGHWAY 146, 28 FEET NORTHEAST OF A SIGNAL
 AW1542'LIGHT, SET IN THE TOP OF THE CONCRETE FLOOR OF THE TUNNEL, AND 0.2
 AW1542'FOOT NORTHWEST OF THE SOUTHEAST GUTTER.
 AW1542
 AW1542                          STATION RECOVERY (1978)
 AW1542
 AW1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1542'RECOVERED IN GOOD CONDITION.
 AW1542
 AW1542                          STATION RECOVERY (1983)
 AW1542
 AW1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1542'NOT RECOVERED, BOLT HAS BEEN KNOCKED OUT BY TUNNEL EQUIPMENT.
 AW1542
 AW1542                          STATION RECOVERY (2001)
 AW1542
 AW1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1542'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0159 ***********************************************************************
 CV0159  DESIGNATION -  DD 1125
 CV0159  PID         -  CV0159
 CV0159  STATE/COUNTY-  TX/ANDREWS
 CV0159  USGS QUAD   -  NORTH COWDEN NW (1968)
 CV0159
 CV0159                         *CURRENT SURVEY CONTROL
 CV0159  ___________________________________________________________________
 CV0159* NAD 83(1986)-  32 13 23.     (N)    102 40 37.     (W)     SCALED    
 CV0159* NAVD 88     -       976.256  (meters)    3202.93   (feet)  ADJUSTED  
 CV0159  ___________________________________________________________________
 CV0159  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CV0159  DYNAMIC HT  -         974.902 (meters)    3198.49  (feet)  COMP
 CV0159  MODELED GRAV-     979,218.8   (mgal)                       NAVD 88
 CV0159
 CV0159  VERT ORDER  -  SECOND    CLASS 0
 CV0159
 CV0159.The horizontal coordinates were scaled from a topographic map and have
 CV0159.an estimated accuracy of +/- 6 seconds.
 CV0159
 CV0159.The orthometric height was determined by differential leveling
 CV0159.and adjusted by the National Geodetic Survey in June 1991..
 CV0159
 CV0159.The geoid height was determined by GEOID03.
 CV0159
 CV0159.The dynamic height is computed by dividing the NAVD 88
 CV0159.geopotential number by the normal gravity value computed on the
 CV0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0159.degrees latitude (g = 980.6199 gals.).
 CV0159
 CV0159.The modeled gravity was interpolated from observed gravity values.
 CV0159
 CV0159;                    North         East    Units  Estimated Accuracy
 CV0159;SPC TXNC     - 2,069,530.      206,380.      MT  (+/- 180 meters Scaled)
 CV0159
 CV0159                          SUPERSEDED SURVEY CONTROL
 CV0159
 CV0159  NGVD 29 (??/??/92)  975.837  (m)         3201.56   (f) ADJ UNCH    2 0
 CV0159
 CV0159.Superseded values are not recommended for survey control.
 CV0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0159.See file dsdata.txt to determine how the superseded data were derived.
 CV0159
 CV0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR189675(NAD 83)
 CV0159_MARKER: DB = BENCH MARK DISK
 CV0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0159_STAMPING: DD 1125 1958
 CV0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0159+STABILITY: SURFACE MOTION
 CV0159
 CV0159  HISTORY     - Date     Condition        Report By
 CV0159  HISTORY     - 1958     MONUMENTED       CGS
 CV0159
 CV0159                          STATION DESCRIPTION
 CV0159
 CV0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0159'10.3 MI SW FROM ANDREWS.
 CV0159'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0159'COURTHOUSE AT ANDREWS, THENCE 10.2 MILES SOUTHWEST ALONG STATE HIGHWAY
 CV0159'115, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2
 CV0159'MILE SOUTHWEST OF A PAVED ROAD CROSSING, 1 1/2 FEET NORTHWEST OF THE
 CV0159'SOUTHEAST RIGHT OF WAY FENCE, 2 FEET SOUTHWEST OF A METAL WITNESS
 CV0159'POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0159'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0024 ***********************************************************************
 GK0024  DESIGNATION -  DD 138
 GK0024  PID         -  GK0024
 GK0024  STATE/COUNTY-  TX/HEMPHILL
 GK0024  USGS QUAD   -  COBURN (1972)
 GK0024
 GK0024                         *CURRENT SURVEY CONTROL
 GK0024  ___________________________________________________________________
 GK0024* NAD 83(1986)-  36 03 05.     (N)    100 11 10.     (W)     SCALED    
 GK0024* NAVD 88     -       830.555  (meters)    2724.91   (feet)  ADJUSTED  
 GK0024  ___________________________________________________________________
 GK0024  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GK0024  DYNAMIC HT  -         829.674 (meters)    2722.02  (feet)  COMP
 GK0024  MODELED GRAV-     979,544.3   (mgal)                       NAVD 88
 GK0024
 GK0024  VERT ORDER  -  FIRST     CLASS II
 GK0024
 GK0024.The horizontal coordinates were scaled from a topographic map and have
 GK0024.an estimated accuracy of +/- 6 seconds.
 GK0024
 GK0024.The orthometric height was determined by differential leveling
 GK0024.and adjusted by the National Geodetic Survey in June 1991..
 GK0024
 GK0024.The geoid height was determined by GEOID03.
 GK0024
 GK0024.The dynamic height is computed by dividing the NAVD 88
 GK0024.geopotential number by the normal gravity value computed on the
 GK0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0024.degrees latitude (g = 980.6199 gals.).
 GK0024
 GK0024.The modeled gravity was interpolated from observed gravity values.
 GK0024
 GK0024;                    North         East    Units  Estimated Accuracy
 GK0024;SPC TX N     - 1,228,370.      318,380.      MT  (+/- 180 meters Scaled)
 GK0024
 GK0024                          SUPERSEDED SURVEY CONTROL
 GK0024
 GK0024  NGVD 29 (??/??/92)  830.201  (m)         2723.75   (f) ADJ UNCH    1 2
 GK0024
 GK0024.Superseded values are not recommended for survey control.
 GK0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0024.See file dsdata.txt to determine how the superseded data were derived.
 GK0024
 GK0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE931902(NAD 83)
 GK0024_MARKER: DB = BENCH MARK DISK
 GK0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0024_STAMPING: DD 138 1934
 GK0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0024+STABILITY: SURFACE MOTION
 GK0024
 GK0024  HISTORY     - Date     Condition        Report By
 GK0024  HISTORY     - 1934     MONUMENTED       CGS
 GK0024  HISTORY     - 1972     POOR             USGS
 GK0024
 GK0024                          STATION DESCRIPTION
 GK0024
 GK0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0024'5.3 MI NE FROM GLAZIER.
 GK0024'5.3 MILES NORTHEAST OF AT AND SF DEPOT, AT GLAZIER 160 FEET NORTH OF
 GK0024'MILE POST 439.  73 FEET NORTH OF THE CENTERLINE OF ATCHISON TOPEKA AND
 GK0024'SANTA FE RAILROAD.  27 FEET SOUTH OF RAILROAD RIGHT-OF-WAY FENCE LINE.
 GK0024
 GK0024                          STATION RECOVERY (1972)
 GK0024
 GK0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0024'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0025 ***********************************************************************
 GK0025  DESIGNATION -  DD 138 RESET 1971
 GK0025  PID         -  GK0025
 GK0025  STATE/COUNTY-  TX/HEMPHILL
 GK0025  USGS QUAD   -  COBURN (1972)
 GK0025
 GK0025                         *CURRENT SURVEY CONTROL
 GK0025  ___________________________________________________________________
 GK0025* NAD 83(1986)-  36 03 04.     (N)    100 11 10.     (W)     SCALED    
 GK0025* NAVD 88     -       829.36   (meters)    2721.0    (feet)  RESET     
 GK0025  ___________________________________________________________________
 GK0025  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 GK0025
 GK0025  VERT ORDER  -  THIRD
 GK0025
 GK0025.The horizontal coordinates were scaled from a topographic map and have
 GK0025.an estimated accuracy of +/- 6 seconds.
 GK0025
 GK0025.The orthometric height was computed from unverified reset data.
 GK0025
 GK0025.The geoid height was determined by GEOID03.
 GK0025
 GK0025;                    North         East    Units  Estimated Accuracy
 GK0025;SPC TX N     - 1,228,340.      318,380.      MT  (+/- 180 meters Scaled)
 GK0025
 GK0025                          SUPERSEDED SURVEY CONTROL
 GK0025
 GK0025.No superseded survey control is available for this station.
 GK0025
 GK0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE931902(NAD 83)
 GK0025_MARKER: DB = BENCH MARK DISK
 GK0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0025_STAMPING: DD 138 RESET 1971
 GK0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0025+STABILITY: SURFACE MOTION
 GK0025
 GK0025  HISTORY     - Date     Condition        Report By
 GK0025  HISTORY     - 1971     MONUMENTED       NGS
 GK0025
 GK0025                          STATION DESCRIPTION
 GK0025
 GK0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GK0025'5.15 MI NE FROM GLAZIER.
 GK0025'ABOUT 5.15 MILES ALONG U.S. HIGHWAY 60 FROM THE INTERSECTION OF FARM
 GK0025'ROAD 305 IN GLAZIER, ABOUT 200 FEET EAST OF MILE-POST 439, 78 FEET
 GK0025'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS,  69 FEET SOUTH OF THE
 GK0025'CENTER-LINE OF U.S. HWY.  60, 2 FEET WEST OF A TELEPHONE POLE, 2 FEET
 GK0025'EAST OF A METAL WITNESS POST, A SQUARE CONCRETE POST THAT IS ABOUT
 GK0025'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0443 ***********************************************************************
 DN0443  DESIGNATION -  DD 98
 DN0443  PID         -  DN0443
 DN0443  STATE/COUNTY-  TX/GRAYSON
 DN0443  USGS QUAD   -  DENISON DAM (1973)
 DN0443
 DN0443                         *CURRENT SURVEY CONTROL
 DN0443  ___________________________________________________________________
 DN0443* NAD 83(1986)-  33 45 21.     (N)    096 32 03.     (W)     SCALED    
 DN0443* NAVD 88     -       223.090  (meters)     731.92   (feet)  ADJUSTED  
 DN0443  ___________________________________________________________________
 DN0443  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DN0443  DYNAMIC HT  -         222.851 (meters)     731.14  (feet)  COMP
 DN0443  MODELED GRAV-     979,557.5   (mgal)                       NAVD 88
 DN0443
 DN0443  VERT ORDER  -  FIRST     CLASS II
 DN0443
 DN0443.The horizontal coordinates were scaled from a topographic map and have
 DN0443.an estimated accuracy of +/- 6 seconds.
 DN0443
 DN0443.The orthometric height was determined by differential leveling
 DN0443.and adjusted by the National Geodetic Survey in June 1991..
 DN0443
 DN0443.The geoid height was determined by GEOID03.
 DN0443
 DN0443.The dynamic height is computed by dividing the NAVD 88
 DN0443.geopotential number by the normal gravity value computed on the
 DN0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0443.degrees latitude (g = 980.6199 gals.).
 DN0443
 DN0443.The modeled gravity was interpolated from observed gravity values.
 DN0443
 DN0443;                    North         East    Units  Estimated Accuracy
 DN0443;SPC TXNC     - 2,233,380.      782,110.      MT  (+/- 180 meters Scaled)
 DN0443
 DN0443                          SUPERSEDED SURVEY CONTROL
 DN0443
 DN0443  NGVD 29 (??/??/92)  223.063  (m)          731.83   (f) ADJ UNCH    1 2
 DN0443
 DN0443.Superseded values are not recommended for survey control.
 DN0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0443.See file dsdata.txt to determine how the superseded data were derived.
 DN0443
 DN0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC283378(NAD 83)
 DN0443_MARKER: DB = BENCH MARK DISK
 DN0443_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DN0443_SP_SET: FOUNDATION WALL
 DN0443_STAMPING: DD 98 1933 ELEV. 731.833 FT.
 DN0443_MARK LOGO: CGS   
 DN0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0443+STABILITY: POSITION/ELEVATION WELL
 DN0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0443+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 DN0443
 DN0443  HISTORY     - Date     Condition        Report By
 DN0443  HISTORY     - 1933     MONUMENTED       CGS
 DN0443  HISTORY     - 1952     GOOD             NGS
 DN0443  HISTORY     - 1986     GOOD             NGS
 DN0443  HISTORY     - 19951111 GOOD             USPSQD
 DN0443  HISTORY     - 20040817 GOOD             USPSQD
 DN0443
 DN0443                          STATION DESCRIPTION
 DN0443
 DN0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0443'IN DENISON.
 DN0443'AT DENISON, GRAYSON COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0443'TEXAS, IN THE EAST WALL OF THE STATION (FACING THE TRACK) 5 FEET SOUTH
 DN0443'OF THE ENTRANCE TO THE WHITE WAITING ROOM, AND 4 FEET ABOVE GROUND. A
 DN0443'STANDARD DISK, STAMPED ELEV. 731.833 DD 98 1933 AND SET VERTICALLY.
 DN0443
 DN0443                          STATION RECOVERY (1952)
 DN0443
 DN0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DN0443'RECOVERED IN GOOD CONDITION.
 DN0443
 DN0443                          STATION RECOVERY (1986)
 DN0443
 DN0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0443'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DENISON,
 DN0443'AT THE JUNCTION OF MAIN STREET AND THE MISSOURI KANSAS TEXAS RAILROAD,
 DN0443'SET VERTICALLY IN THE EAST FOUNDATION WALL OF THE RAILROAD STATION,
 DN0443'31.1 M (102.0 FT) NORTH OF THE CENTERLINE OF THE STREET, 15.1 M (49.5
 DN0443'FT) NORTH OF THE SOUTHEAST CORNER OF THE STATION, 11.5 M (37.7 FT)
 DN0443'WEST OF THE NEAR RAIL, AND 3.9 M (12.8 FT) SOUTH OF THE CENTER OF THE
 DN0443'EAST ENTRANCE TO THE STATION.
 DN0443'THE MARK IS 0.9 M ABOVE THE STATION PLATFORM.
 DN0443
 DN0443                          STATION RECOVERY (1995)
 DN0443
 DN0443'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0443'RECOVERED IN GOOD CONDITION.
 DN0443
 DN0443                          STATION RECOVERY (2004)
 DN0443
 DN0443'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1108 ***********************************************************************
 CR1108  DESIGNATION -  DE BERRY
 CR1108  PID         -  CR1108
 CR1108  STATE/COUNTY-  TX/PANOLA
 CR1108  USGS QUAD   -  DE BERRY (1962)
 CR1108
 CR1108                         *CURRENT SURVEY CONTROL
 CR1108  ___________________________________________________________________
 CR1108* NAD 83(1993)-  32 18 03.44902(N)    094 10 12.83251(W)     ADJUSTED  
 CR1108* NAVD 88     -       110.     (meters)     361.     (feet)  SCALED    
 CR1108  ___________________________________________________________________
 CR1108  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 CR1108  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CR1108
 CR1108  HORZ ORDER  -  SECOND
 CR1108
 CR1108.The horizontal coordinates were established by classical geodetic methods
 CR1108.and adjusted by the National Geodetic Survey in February 1996..
 CR1108
 CR1108.The orthometric height was scaled from a topographic map.
 CR1108
 CR1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1108
 CR1108.The geoid height was determined by GEOID03.
 CR1108
 CR1108;                    North         East     Units Scale Factor Converg.
 CR1108;SPC TXNC     - 2,078,739.842 1,007,658.759   MT  0.99995779   +2 21 41.2
 CR1108;SPC TXNC     - 6,819,998.96  3,305,960.45   sFT  0.99995779   +2 21 41.2
 CR1108;SPC LA N     -   200,895.091   842,708.435   MT  0.99993703   -0 52 59.0
 CR1108;SPC LA N     -   659,103.31  2,764,785.92   sFT  0.99993703   -0 52 59.0
 CR1108;UTM  15      - 3,574,396.701   389,824.670   MT  0.99974969   -0 37 31.4
 CR1108
 CR1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1108!SPC TXNC     -   0.99998682  x   0.99995779  =   0.99994461
 CR1108!SPC LA N     -   0.99998682  x   0.99993703  =   0.99992385
 CR1108!UTM  15      -   0.99998682  x   0.99974969  =   0.99973652
 CR1108
 CR1108:                Primary Azimuth Mark                     Grid Az
 CR1108:SPC TXNC     -  DE BERRY AZ MK                           036 20 33.4
 CR1108:SPC LA N     -  DE BERRY AZ MK                           039 35 13.6
 CR1108:UTM  15      -  DE BERRY AZ MK                           039 19 46.0
 CR1108
 CR1108|---------------------------------------------------------------------|
 CR1108| PID    Reference Object                     Distance      Geod. Az  |
 CR1108|                                                           dddmmss.s |
 CR1108| CX5703 DE BERRY AZ MK                                     0384214.6 |
 CR1108| CR1107 PANOLA UNITED GAS PLINE LGE TK      APPROX. 9.4 KM 0510943.7 |
 CR1108| CR1104 CLAUDE ADAMS WATER TANK             APPROX. 7.8 KM 0934352.8 |
 CR1108| CQ3181 FOUR FORKS LOOKOUT TOWER            APPROX.18.8 KM 1143908.7 |
 CR1108| CX5705 DE BERRY RM 2                        50.661 METERS 24913     |
 CR1108| CR1109 ELYSIAN FIELDS LOOKOUT TOWER        APPROX.14.4 KM 3385143.5 |
 CR1108| CX5704 DE BERRY RM 1                        37.204 METERS 35819     |
 CR1108|---------------------------------------------------------------------|
 CR1108
 CR1108                          SUPERSEDED SURVEY CONTROL
 CR1108
 CR1108  NAD 83(1993)-  32 18 03.45493(N)    094 10 12.82594(W) AD(       ) 2
 CR1108  NAD 83(1986)-  32 18 03.45827(N)    094 10 12.82320(W) AD(       ) 2
 CR1108  NAD 27      -  32 18 02.88720(N)    094 10 12.13630(W) AD(       ) 2
 CR1108
 CR1108.Superseded values are not recommended for survey control.
 CR1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1108.See file dsdata.txt to determine how the superseded data were derived.
 CR1108
 CR1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR8982574397(NAD 83)
 CR1108_MARKER: DS = TRIANGULATION STATION DISK
 CR1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1108
 CR1108  HISTORY     - Date     Condition        Report By
 CR1108  HISTORY     - 1958     MONUMENTED       CGS
 CR1108  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR1108
 CR1108                          STATION DESCRIPTION
 CR1108
 CR1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1108'THE STATION IS LOCATED ABOUT 14.0 MILES NORTHEAST OF CARTHAGE,
 CR1108'0.3 MILE WEST OF DE BERRY, 40 FEET EAST-SOUTHEAST OF THE CENTER
 CR1108'OF U.S. HIGHWAY NO. 79 AND 23 FEET NORTHEAST OF THE CENTER
 CR1108'OF A OILED ROAD.  THE MARK IS SET FLUSH WITH THE SURFACE OF
 CR1108'THE GROUND AND IS STAMPED DE BERRY 1958.
 CR1108'
 CR1108'REFERENCE MARK NO. 1 IS SET IN A FENCE LINE, 41 FEET WEST-NORTHWEST
 CR1108'OF THE CENTER OF U.S. HIGHWAY NO. 79 AND 5 FEET SOUTHWEST OF
 CR1108'A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE
 CR1108'OF THE GROUND AND IS STAMPED DE BERRY NO 1 1958.
 CR1108'
 CR1108'REFERENCE MARK NO. 2 IS SET IN A FENCE LINE, 41 FEET WEST-NORTHWEST
 CR1108'OF THE CENTER OF U.S. HIGHWAY NO. 79 AND 3 FEET NORTH OF A TELEPHONE
 CR1108'POLE.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 CR1108'GROUND AND IS STAMPED DE BERRY NO 2 1958.
 CR1108'
 CR1108'AZIMUTH MARK IS 44 FEET WEST-NORTHWEST OF THE CENTER OF U.S.
 CR1108'HIGHWAY NO. 79, 2 FEET WEST OF A WITNESS POST AND 1 FOOT
 CR1108'EAST-NORTHEAST OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES
 CR1108'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED DE BERRY 1958.
 CR1108'
 CR1108'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 79
 CR1108'AND FARM ROAD NO. 31 IN DE BERRY, GO SOUTHWEST ON U.S. HIGHWAY
 CR1108'NO. 79 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 CR1108'DESCRIBED, CONTINUE SOUTHWEST ON U.S. HIGHWAY NO. 79 FOR 0.2
 CR1108'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CR1108'
 CR1108'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CR1108
 CR1108                          STATION RECOVERY (1998)
 CR1108
 CR1108'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0756 ***********************************************************************
 CT0756  DESIGNATION -  DE BUSK
 CT0756  PID         -  CT0756
 CT0756  STATE/COUNTY-  TX/JONES
 CT0756  USGS QUAD   -  ANSON (1965)
 CT0756
 CT0756                         *CURRENT SURVEY CONTROL
 CT0756  ___________________________________________________________________
 CT0756* NAD 83(1993)-  32 51 51.68905(N)    099 54 46.84828(W)     ADJUSTED  
 CT0756* NAVD 88     -       495.709  (meters)    1626.34   (feet)  ADJUSTED  
 CT0756  ___________________________________________________________________
 CT0756  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 CT0756  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0756  DYNAMIC HT  -         495.072 (meters)    1624.25  (feet)  COMP
 CT0756  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 CT0756
 CT0756  HORZ ORDER  -  SECOND
 CT0756  VERT ORDER  -  SECOND    CLASS 0
 CT0756
 CT0756.The horizontal coordinates were established by classical geodetic methods
 CT0756.and adjusted by the National Geodetic Survey in February 1996..
 CT0756
 CT0756.The orthometric height was determined by differential leveling
 CT0756.and adjusted by the National Geodetic Survey in June 1991..
 CT0756
 CT0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0756
 CT0756.The geoid height was determined by GEOID03.
 CT0756
 CT0756.The dynamic height is computed by dividing the NAVD 88
 CT0756.geopotential number by the normal gravity value computed on the
 CT0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0756.degrees latitude (g = 980.6199 gals.).
 CT0756
 CT0756.The modeled gravity was interpolated from observed gravity values.
 CT0756
 CT0756;                    North         East     Units Scale Factor Converg.
 CT0756;SPC TXNC     - 2,133,700.949   467,767.798   MT  0.99987793   -0 46 14.3
 CT0756;SPC TXNC     - 7,000,317.20  1,534,668.18   sFT  0.99987793   -0 46 14.3
 CT0756;UTM  14      - 3,636,619.179   414,578.326   MT  0.99968997   -0 29 43.7
 CT0756
 CT0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0756!SPC TXNC     -   0.99992672  x   0.99987793  =   0.99980466
 CT0756!UTM  14      -   0.99992672  x   0.99968997  =   0.99961672
 CT0756
 CT0756:                Primary Azimuth Mark                     Grid Az
 CT0756:SPC TXNC     -  STAMFORD NORTH MUNICIPAL TANK            048 00 43.5
 CT0756:UTM  14      -  STAMFORD NORTH MUNICIPAL TANK            047 44 12.9
 CT0756
 CT0756|---------------------------------------------------------------------|
 CT0756| PID    Reference Object                     Distance      Geod. Az  |
 CT0756|                                                           dddmmss.s |
 CT0756| CT1172 STAMFORD NORTH MUNICIPAL TANK       APPROX.13.5 KM 0471429.2 |
 CT0756| CT1173 STAMFORD SOUTH MUNICIPAL TANK       APPROX.13.4 KM 0471818.9 |
 CT0756| CT1171 STAMFORD SHORT MUNICIPAL TANK       APPROX.12.3 KM 0492456.5 |
 CT0756| CX6992 CORINTH E 1                                        0913612.6 |
 CT0756| CX7061 DE BUSK RM 2                         11.040 METERS 09615     |
 CT0756| CX7060 DE BUSK RM 1                         18.349 METERS 35727     |
 CT0756|---------------------------------------------------------------------|
 CT0756
 CT0756                          SUPERSEDED SURVEY CONTROL
 CT0756
 CT0756  NAD 83(1993)-  32 51 51.69404(N)    099 54 46.84119(W) AD(       ) 2
 CT0756  NAD 83(1986)-  32 51 51.69507(N)    099 54 46.83860(W) AD(       ) 2
 CT0756  NAD 27      -  32 51 51.28500(N)    099 54 45.48960(W) AD(       ) 2
 CT0756  NGVD 29 (??/??/92)  495.515  (m)         1625.70   (f) ADJ UNCH    2 0
 CT0756
 CT0756.Superseded values are not recommended for survey control.
 CT0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0756.See file dsdata.txt to determine how the superseded data were derived.
 CT0756
 CT0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1457836619(NAD 83)
 CT0756_MARKER: DS = TRIANGULATION STATION DISK
 CT0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0756_STAMPING: DEBUSK 1961
 CT0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0756+STABILITY: SURFACE MOTION
 CT0756
 CT0756  HISTORY     - Date     Condition        Report By
 CT0756  HISTORY     - 1961     MONUMENTED       CGS
 CT0756  HISTORY     - 1961     GOOD             CGS
 CT0756  HISTORY     - 1974     GOOD             NGS
 CT0756  HISTORY     - 1974     GOOD             NGS
 CT0756
 CT0756                          STATION DESCRIPTION
 CT0756
 CT0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT0756'THE STATION IS ABOUT 8 MILES SOUTHWEST OF STAMFORD AND 8 MILES
 CT0756'NORTH OF ANSON.
 CT0756'
 CT0756'TO REACH THE STATION FROM THE COURTHOUSE IN ANSON, GO NORTH
 CT0756'ON U.S. HIGHWAY 277 AND 83 FOR 1.3 MILES TO THE JUNCTION
 CT0756'OF U.S. HIGHWAYS 277 AND 83, KEEP RIGHT ON U.S. HIGHWAY 277
 CT0756'AND GO NORTH FOR 6.55 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 CT0756'AND GO WEST ON FARM ROAD 1636 FOR 1.15 MILES TO ENTRANCE TO SITE
 CT0756'9 ON LEFT, CONTINUE WEST ON FARM ROAD 1636 FOR 1.3 MILES TO
 CT0756'THE STATION ON THE RIGHT.
 CT0756'
 CT0756'THE STATION IS A STANDARD DISK STAMPED DE BUSK 1961, SET
 CT0756'IN THE TOP OF A LARGE MASS OF CONCRETE WHICH IS SET 8 INCHES
 CT0756'BELOW THE SURFACE.  IT IS 57 FEET NORTH OF FARM ROAD 1636,
 CT0756'4.5 FEET NORTHWEST OF A METAL WITNESS POST, AND 3 FEET WEST
 CT0756'OF A NORTH-SOUTH FENCE LINE.
 CT0756'
 CT0756'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED DE BUSK NO 1
 CT0756'1961, SET IN THE TOP OF A LARGE MASS OF CONCRETE WHICH IS SET
 CT0756'6 INCHES BELOW THE SURFACE.  IT IS 66 FEET SOUTH OF AN OLD
 CT0756'WINDMILL, AND 2.5 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 CT0756'
 CT0756'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED DE BUSK NO 2
 CT0756'1961, SET IN THE TOP OF A LARGE MASS OF CONCRETE WHICH IS SET
 CT0756'6 INCHES BELOW THE SURFACE.  IT IS 54 FEET NORTH OF FARM ROAD
 CT0756'1636, 11 FEET NORTH OF A TELEPHONE POLE, AND 3 FEET NORTH
 CT0756'OF AN EAST-WEST FENCE LINE.
 CT0756'
 CT0756'AZIMUTH MARK IS A USE DISK STAMPED CORINTH-E-1, SET IN THE TOP
 CT0756'OF A 6-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND.
 CT0756'IT IS 52 FEET NORTH OF THE CENTER LINE OF FARM ROAD 1636,
 CT0756'1 FOOT SOUTH OF A WOODEN WITNESS POST, AND 0.5 FOOT NORTH OF
 CT0756'AN EAST-WEST FENCE LINE.
 CT0756
 CT0756                          STATION RECOVERY (1961)
 CT0756
 CT0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CT0756'10.1 MI NW FROM ANSON.
 CT0756'7.75 MILES NORTH ALONG U.S. HIGHWAY 277 FROM THE COURTHOUSE AT ANSON,
 CT0756'THENCE 2.35 MILES WEST ALONG FARM ROAD 1636, 61 FEET SOUTH OF RM 1, 33
 CT0756'FEET WEST OF RM 2, 27 FEET NORTH OF THE CENTER LINE OF FARM ROAD 1636,
 CT0756'24 FEET EAST OF THE CENTER OF A DIRT ROAD LEADING INTO A BARN, 6 FEET
 CT0756'NORTH OF A FENCE CORNER, 5 FEET NORTH OF A METAL WITNESS POST WITH
 CT0756'SIGN, 3 FEET WEST OF A FENCE, LEVEL WITH THE ROAD, SET IN TOP OF A
 CT0756'SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.
 CT0756
 CT0756                          STATION RECOVERY (1974)
 CT0756
 CT0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 CT0756'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND CORINTH E 1
 CT0756'USE WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 CT0756'DIRECTIONS CHECKED FAVORABLY.
 CT0756'
 CT0756'DUE TO CHANGES AT THE STATION A COMPLETE DESCRIPTION FOLLOWS--
 CT0756'
 CT0756'THE STATION IS LOCATED ABOUT 12-1/2 MILES EAST OF HAMLIN, 11-1/4
 CT0756'MILES WEST OF AVOCA, 8 MILES SOUTHWEST OF STAMFORD, AND
 CT0756'7-3/4 MILES NORTH-NORTHWEST OF ANSON ON PROPERTY OWNED BY
 CT0756'MR. B.H. DE BUSK WHO LIVES ABOUT 100 YARDS NORTHWEST OF THE
 CT0756'STATION.
 CT0756'
 CT0756'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 CT0756'SQUARE IN STAMFORD, GO WEST AND SOUTH ON U.S. HIGHWAY 277 FOR
 CT0756'6.35 MILES TO THE JUNCTION OF FARM ROAD 1636 WEST.  TURN RIGHT
 CT0756'AND GO WEST ON FARM ROAD 1636 FOR 1.25 MILES TO CREST OF HILL
 CT0756'AND CORINTH E 1 USE ON THE RIGHT.  CONTINUE AHEAD ON FARM
 CT0756'ROAD 1636 FOR 1.3 MILES TO THE STATION ON THE RIGHT ABOUT
 CT0756'60 FEET BEFORE THE DRIVEWAY TO A FARM HOUSE.
 CT0756'
 CT0756'STATION MARK IS A STANDARD DISK STAMPED DE BUSK 1961, SET
 CT0756'IN THE TOP OF A LARGE MASS OF CONCRETE THAT IS 6 INCHES BELOW
 CT0756'THE SURFACE OF THE GROUND.  IT IS 58 FEET NORTH OF THE APPROXIMATE
 CT0756'CENTER OF FARM ROAD 1636, 57 FEET EAST OF THE APPROXIMATE
 CT0756'CENTER OF A DRIVEWAY, AND 13 FEET WEST-NORTHWEST OF A CORNER
 CT0756'FENCE POST.
 CT0756'
 CT0756'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DE BUSK NO 1 1961,
 CT0756'SET IN THE TOP OF A LARGE MASS OF CONCRETE THAT IS 4 INCHES
 CT0756'BELOW THE SURFACE OF THE GROUND.  IT IS 69 FEET NORTH-NORTHWEST
 CT0756'OF A CORNER FENCE POST, AND 5.5 FEET WEST OF A WOODEN FENCE.
 CT0756'
 CT0756'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DE BUSK NO 2 1961,
 CT0756'SET IN THE TOP OF A LARGE MASS OF CONCRETE THAT IS 10 INCHES
 CT0756'BELOW THE SURFACE OF THE GROUND.  IT IS 55 FEET NORTH OF THE
 CT0756'APPROXIMATE CENTER OF FARM ROAD 1636, 11 FEET EAST-NORTHEAST
 CT0756'OF A TELEPHONE LINE POLE, AND 3.7 FEET NORTH OF A WOODEN FENCE.
 CT0756'
 CT0756'AZIMUTH MARK IS A STANDARD CORPS OF ENGINEERS, U.S. ARMY
 CT0756'SURVEY MARK STAMPED CORINTH E 1, SET IN THE TOP OF A 6-INCH
 CT0756'CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 CT0756'IS 51 FEET NORTH OF THE APPROXIMATE CENTER OF FARM ROAD 1636,
 CT0756'11 FEET WEST OF A HIGHWAY RIGHT-OF-WAY CONCRETE POST, AND
 CT0756'4 FEET WEST OF THE EAST GATE POST.
 CT0756'
 CT0756'HEIGHT OF LIGHT ABOVE STATION MARK 48.0 FEET
 CT0756'
 CT0756'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-3/4 MILES
 CT0756'NORTH-NORTHWEST OF ANSON
 CT0756
 CT0756                          STATION RECOVERY (1974)
 CT0756
 CT0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CT0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1291 ***********************************************************************
 DM1291  DESIGNATION -  DE KALB MUNICIPAL TANK
 DM1291  PID         -  DM1291
 DM1291  STATE/COUNTY-  TX/BOWIE
 DM1291  USGS QUAD   -  DE KALB (1950)
 DM1291
 DM1291                         *CURRENT SURVEY CONTROL
 DM1291  ___________________________________________________________________
 DM1291* NAD 83(1993)-  33 30 35.24778(N)    094 36 54.76586(W)     ADJUSTED  
 DM1291* NAVD 88     -                                                        
 DM1291  ___________________________________________________________________
 DM1291  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DM1291  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DM1291
 DM1291  HORZ ORDER  -  THIRD
 DM1291
 DM1291.The horizontal coordinates were established by classical geodetic methods
 DM1291.and adjusted by the National Geodetic Survey in February 1996..
 DM1291
 DM1291
 DM1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1291
 DM1291.The geoid height was determined by GEOID03.
 DM1291
 DM1291;                    North         East     Units Scale Factor Converg.
 DM1291;SPC TXNC     - 2,211,058.928   960,826.950   MT  0.99990450   +2 07 07.5
 DM1291;SPC TXNC     - 7,254,115.83  3,152,313.09   sFT  0.99990450   +2 07 07.5
 DM1291;UTM  15      - 3,708,972.358   349,979.431   MT  0.99987747   -0 53 30.8
 DM1291
 DM1291                          SUPERSEDED SURVEY CONTROL
 DM1291
 DM1291  NAD 83(1993)-  33 30 35.24950(N)    094 36 54.76548(W) AD(       ) 4
 DM1291  NAD 83(1986)-  33 30 35.25228(N)    094 36 54.75541(W) AD(       ) 4
 DM1291  NAD 27      -  33 30 34.81000(N)    094 36 53.98000(W) AD(       ) 3
 DM1291
 DM1291.Superseded values are not recommended for survey control.
 DM1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1291.See file dsdata.txt to determine how the superseded data were derived.
 DM1291
 DM1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4997908972(NAD 83)
 DM1291_MARKER: 53 = ELEVATED TANK
 DM1291
 DM1291  HISTORY     - Date     Condition        Report By
 DM1291  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1291  HISTORY     - 1938     GOOD             TXGS
 DM1291  HISTORY     - 1956     GOOD             CGS
 DM1291
 DM1291                          STATION DESCRIPTION
 DM1291
 DM1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1291'THIS INTERSECTION STATION IS THE MUNICIPAL TANK IN THE VILLAGE
 DM1291'OF DE KALB, TEXAS.  IT IS LOCATED ABOUT 40 FEET E OF THE
 DM1291'CENTER LINE OF BOWIE STREET, ABOUT 95 FEET S OF THE CENTER
 DM1291'LINE OF REYNOLDS STREET, AND ABOUT 30 FEET N OF THE MUNICIPAL
 DM1291'FIRE STATION, IN LOT 1, BLOCK 30.  THE TANK WAS ERECTED IN
 DM1291'1927 AND IS FAIRLY PROMINENT.
 DM1291'
 DM1291'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 90 FEET HIGH.
 DM1291'THE BLACK OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE
 DM1291'BLACK VERTICAL SECTION IS ABOUT 25 FEET HIGH, HAS A CATWALK
 DM1291'AND RAIL AROUND ITS BASE AND THE WORDS DE KALB, TEXAS AND
 DM1291'WELCOME PAINTED IN WHITE ON THE S SIDE.  THE CONICAL TOP
 DM1291'HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 120 FEET.
 DM1291
 DM1291                          STATION RECOVERY (1938)
 DM1291
 DM1291'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DM1291'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 DM1291
 DM1291                          STATION RECOVERY (1956)
 DM1291
 DM1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1291'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1291'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1292 ***********************************************************************
 DM1292  DESIGNATION -  DE KALB TEX ST FOREST SERV LOT
 DM1292  PID         -  DM1292
 DM1292  STATE/COUNTY-  TX/BOWIE
 DM1292  USGS QUAD   -  DE KALB (1950)
 DM1292
 DM1292                         *CURRENT SURVEY CONTROL
 DM1292  ___________________________________________________________________
 DM1292* NAD 83(1993)-  33 30 50.20171(N)    094 37 01.24845(W)     ADJUSTED  
 DM1292* NAVD 88     -                                                        
 DM1292  ___________________________________________________________________
 DM1292  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DM1292  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DM1292
 DM1292  HORZ ORDER  -  THIRD
 DM1292
 DM1292.The horizontal coordinates were established by classical geodetic methods
 DM1292.and adjusted by the National Geodetic Survey in February 1996..
 DM1292
 DM1292
 DM1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1292
 DM1292.The geoid height was determined by GEOID03.
 DM1292
 DM1292;                    North         East     Units Scale Factor Converg.
 DM1292;SPC TXNC     - 2,211,513.107   960,642.748   MT  0.99990508   +2 07 03.9
 DM1292;SPC TXNC     - 7,255,605.92  3,151,708.75   sFT  0.99990508   +2 07 03.9
 DM1292;UTM  15      - 3,709,435.572   349,819.342   MT  0.99987806   -0 53 34.7
 DM1292
 DM1292                          SUPERSEDED SURVEY CONTROL
 DM1292
 DM1292  NAD 83(1993)-  33 30 50.20345(N)    094 37 01.24688(W) AD(       ) 4
 DM1292  NAD 83(1986)-  33 30 50.20647(N)    094 37 01.23907(W) AD(       ) 4
 DM1292  NAD 27      -  33 30 49.79400(N)    094 37 00.48900(W) AD(       ) 3
 DM1292
 DM1292.Superseded values are not recommended for survey control.
 DM1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1292.See file dsdata.txt to determine how the superseded data were derived.
 DM1292
 DM1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT4981909436(NAD 83)
 DM1292_MARKER: 57 = LOOKOUT TOWER
 DM1292
 DM1292  HISTORY     - Date     Condition        Report By
 DM1292  HISTORY     - 1952     FIRST OBSERVED   CGS
 DM1292
 DM1292                          STATION DESCRIPTION
 DM1292
 DM1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1292'THE STATION IS LOCATED IN THE NORTH PART OF DE KALB.  IT IS
 DM1292'ABOUT 125 FEET HIGH, HAS FOUR LEGS AND HAS AN ENCLOSED WATCH
 DM1292'HOUSE ON TOP.  THE POINT INTERSECTED WAS THE TOP OF THE WATCH
 DM1292'HOUSE.
 DM1292'
 DM1292'TO REACH THE STATION FROM THE POST OFFICE IN DE KALB, GO
 DM1292'NORTH FOR 0.1 MILE, TURN RIGHT 100 FEET THEN TURN LEFT AND
 DM1292'CONTINUE NORTH FOR 0.3 MILE TO A SIDE STREET LEFT, TURN
 DM1292'LEFT AND GO WEST FOR 0.05 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5261 ***********************************************************************
 AH5261  DESIGNATION -  DE LEON WT SEC
 AH5261  PID         -  AH5261
 AH5261  STATE/COUNTY-  TX/COMANCHE
 AH5261  USGS QUAD   -  DE LEON (1969)
 AH5261
 AH5261                         *CURRENT SURVEY CONTROL
 AH5261  ___________________________________________________________________
 AH5261* NAD 83(1993)-  32 07 19.56237(N)    098 32 02.24242(W)     ADJUSTED  
 AH5261* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 AH5261  ___________________________________________________________________
 AH5261  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AH5261  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AH5261
 AH5261  HORZ ORDER  -  THIRD
 AH5261
 AH5261.The horizontal coordinates were established by classical geodetic methods
 AH5261.and adjusted by the National Geodetic Survey in July 1998..
 AH5261
 AH5261.The orthometric height was scaled from a topographic map.
 AH5261
 AH5261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5261
 AH5261.The geoid height was determined by GEOID03.
 AH5261
 AH5261;                    North         East     Units Scale Factor Converg.
 AH5261;SPC TX C     - 3,273,590.776   869,808.055   MT  1.00007287   +0 55 36.4
 AH5261;SPC TX C     -10,740,105.74  2,853,695.26   sFT  1.00007287   +0 55 36.4
 AH5261;UTM  14      - 3,554,064.831   543,962.101   MT  0.99962383   +0 14 52.1
 AH5261
 AH5261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5261!SPC TX C     -   0.99994119  x   1.00007287  =   1.00001405
 AH5261!UTM  14      -   0.99994119  x   0.99962383  =   0.99956504
 AH5261
 AH5261                          SUPERSEDED SURVEY CONTROL
 AH5261
 AH5261.No superseded survey control is available for this station.
 AH5261
 AH5261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA4396254065(NAD 83)
 AH5261_MARKER: 53 = ELEVATED TANK
 AH5261
 AH5261  HISTORY     - Date     Condition        Report By
 AH5261  HISTORY     - 1965     FIRST OBSERVED   USGS
 AH5261  HISTORY     - 20050527 GOOD             USPSQD
 AH5261
 AH5261                          STATION DESCRIPTION
 AH5261
 AH5261'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5261'STATION IS AT THE N. EDGE OF DELEON, TEXAS, 0.3 MI. N. OF THE
 AH5261'INTERSECTION OF STATE HIGHWAY 6 AND STATE HIGHWAY 16 S. AND ABOUT 150
 AH5261'FT. NW. OF THE INTERSECTION OF WOFFORD AND FANNIN STREETS.  THE TANK
 AH5261'IS SILVER WITH A CONICAL TOP AND ROUND BOTTOM AND IS SUPPORTED ON 4
 AH5261'LEGS.
 AH5261'STATION MARK--TOP AND CENTER OF TANK WAS INTERSECTED.
 AH5261
 AH5261                          STATION RECOVERY (2005)
 AH5261
 AH5261'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 AH5261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0649 ***********************************************************************
 BN0649  DESIGNATION -  DE PUY
 BN0649  PID         -  BN0649
 BN0649  STATE/COUNTY-  TX/KENDALL
 BN0649  USGS QUAD   -  WHITWORTH RANCH (1963)
 BN0649
 BN0649                         *CURRENT SURVEY CONTROL
 BN0649  ___________________________________________________________________
 BN0649* NAD 83(1993)-  30 05 58.47789(N)    098 42 28.54191(W)     ADJUSTED  
 BN0649* NAVD 88     -       620.     (meters)    2034.     (feet)  SCALED    
 BN0649  ___________________________________________________________________
 BN0649  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 BN0649  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 BN0649
 BN0649  HORZ ORDER  -  FIRST
 BN0649
 BN0649.The horizontal coordinates were established by classical geodetic methods
 BN0649.and adjusted by the National Geodetic Survey in February 1996..
 BN0649
 BN0649.The orthometric height was scaled from a topographic map.
 BN0649
 BN0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0649
 BN0649.The geoid height was determined by GEOID03.
 BN0649
 BN0649;                    North         East     Units Scale Factor Converg.
 BN0649;SPC TXSC     - 4,251,201.984   628,151.356   MT  0.99995209   +0 08 35.1
 BN0649;SPC TXSC     -13,947,485.18  2,060,859.91   sFT  0.99995209   +0 08 35.1
 BN0649;SPC TX C     - 3,049,136.433   856,667.623   MT  1.00000461   +0 50 13.8
 BN0649;SPC TX C     -10,003,708.45  2,810,583.69   sFT  1.00000461   +0 50 13.8
 BN0649;UTM  14      - 3,329,855.367   528,141.534   MT  0.99960977   +0 08 47.3
 BN0649
 BN0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0649!SPC TXSC     -   0.99990621  x   0.99995209  =   0.99985830
 BN0649!SPC TX C     -   0.99990621  x   1.00000461  =   0.99991082
 BN0649!UTM  14      -   0.99990621  x   0.99960977  =   0.99951602
 BN0649
 BN0649:                Primary Azimuth Mark                     Grid Az
 BN0649:SPC TXSC     -  DE PUY AZ MK                             084 11 52.7
 BN0649:SPC TX C     -  DE PUY AZ MK                             083 30 14.0
 BN0649:UTM  14      -  DE PUY AZ MK                             084 11 40.5
 BN0649
 BN0649|---------------------------------------------------------------------|
 BN0649| PID    Reference Object                     Distance      Geod. Az  |
 BN0649|                                                           dddmmss.s |
 BN0649| CV4693 DE PUY AZ MK                                       0842027.8 |
 BN0649| CV4694 DE PUY RM 1                          20.688 METERS 09143     |
 BN0649| CV4695 DE PUY RM 2                          26.162 METERS 18845     |
 BN0649|---------------------------------------------------------------------|
 BN0649
 BN0649                          SUPERSEDED SURVEY CONTROL
 BN0649
 BN0649  NAD 83(1986)-  30 05 58.48663(N)    098 42 28.52697(W) AD(       ) 1
 BN0649  NAD 27      -  30 05 57.73520(N)    098 42 27.41740(W) AD(       ) 1
 BN0649
 BN0649.Superseded values are not recommended for survey control.
 BN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0649.See file dsdata.txt to determine how the superseded data were derived.
 BN0649
 BN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU2814229855(NAD 83)
 BN0649_MARKER: DS = TRIANGULATION STATION DISK
 BN0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0649
 BN0649  HISTORY     - Date     Condition        Report By
 BN0649  HISTORY     - 1956     MONUMENTED       CGS
 BN0649  HISTORY     - 19940309 MARK NOT FOUND   USPSQD
 BN0649
 BN0649                          STATION DESCRIPTION
 BN0649
 BN0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0649'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF SISTERDALE,
 BN0649'ABOUT 6 MILES SOUTH-SOUTHEAST OF LUCKENBACH, ABOUT 2.5 MILES
 BN0649'SOUTH OF THE KENDALL AND GILLESPIE COUNTY LINE, ABOUT 0.6
 BN0649'MILE SOUTHWEST OF A GROUP OF TIN BARNS AND ON THE HIGHEST GROUND
 BN0649'IN THE IMMEDIATE VICINITY.
 BN0649'
 BN0649'TO REACH FROM THE POST OFFICE AT FREDERICKSBURG.  GO EAST, ON
 BN0649'U.S. HIGHWAY 290, FOR 9.7 MILES.  TURN RIGHT AND GO SOUTH
 BN0649'FOR 3.6 MILES TO THE VILLAGE OF LUCKENBACH.  TURN LEFT AND GO
 BN0649'EASTERLY FOR 1.1 MILE.  TURN RIGHT AND GO SOUTHERLY FOR 2.5
 BN0649'MILES.  TURN LEFT, PASS THROUGH A BOARD GATE, AND GO EAST AND
 BN0649'SOUTH FOR 0.35 MILE TO THE DE PUY RANCH HEADQUARTERS.  PASS
 BN0649'THROUGH THE BOARD GATE AND CONTINUE STRAIGHT AHEAD, SOUTHERLY,
 BN0649'FOR 1.7 MILES TAKE THE RIGHT HAND FORK AND GO SOUTH FOR 0.1
 BN0649'MILE.  CROSS OVER A CATTLE GUARD, TURN SHARP RIGHT, PASS
 BN0649'THROUGH A BOARD GATE, AND GO SOUTHWESTERLY, ACROSS COUNTRY, FOR
 BN0649'0.15 MILE TO THE HIGH GROUND AND THE STATION.
 BN0649'
 BN0649'THE STATION MARK PROJECTS 4 INCHES AND IS STAMPED DE PUY 1956.
 BN0649'
 BN0649'REFERENCE MARK 1 IS ABOUT 5 FEET LOWER THAN THE STATION.
 BN0649'IT PROJECTS 6 INCHES AND IS STAMPED DE PUY NO 1 1956.
 BN0649'
 BN0649'REFERENCE MARK 2 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 BN0649'IT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 BN0649'DE PUY NO 2 1956.
 BN0649'
 BN0649'THE AZIMUTH MARK IS ABOUT 0.2 MILE EAST OF THE STATION, 55
 BN0649'FEET EAST OF THE CENTER OF A GRADED ROAD AND 3 FEET WEST
 BN0649'OF A WHITE 4 IN X 4 IN WITNESS POST.  IT PROJECTS 2 INCHES
 BN0649'AND IS STAMPED DE PUY 1956.
 BN0649'
 BN0649'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BN0649
 BN0649                          STATION RECOVERY (1994)
 BN0649
 BN0649'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2614 ***********************************************************************
 AX2614  DESIGNATION -  DE WITT
 AX2614  PID         -  AX2614
 AX2614  STATE/COUNTY-  TX/DE WITT
 AX2614  USGS QUAD   -  EDGAR (1987)
 AX2614
 AX2614                         *CURRENT SURVEY CONTROL
 AX2614  ___________________________________________________________________
 AX2614* NAD 83(1993)-  29 09 16.51046(N)    097 08 50.29656(W)     ADJUSTED  
 AX2614* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 AX2614  ___________________________________________________________________
 AX2614  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AX2614  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2614
 AX2614  HORZ ORDER  -  FIRST
 AX2614
 AX2614.The horizontal coordinates were established by classical geodetic methods
 AX2614.and adjusted by the National Geodetic Survey in February 1996..
 AX2614
 AX2614.The orthometric height was scaled from a topographic map.
 AX2614
 AX2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2614
 AX2614.The geoid height was determined by GEOID03.
 AX2614
 AX2614;                    North         East     Units Scale Factor Converg.
 AX2614;SPC TXSC     - 4,147,857.516   780,224.060   MT  0.99986816   +0 54 27.6
 AX2614;SPC TXSC     -13,608,429.20  2,559,785.10   sFT  0.99986816   +0 54 27.6
 AX2614;UTM  14      - 3,226,532.293   680,199.878   MT  1.00000071   +0 54 10.1
 AX2614
 AX2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2614!SPC TXSC     -   0.99999061  x   0.99986816  =   0.99985877
 AX2614!UTM  14      -   0.99999061  x   1.00000071  =   0.99999132
 AX2614
 AX2614|---------------------------------------------------------------------|
 AX2614| PID    Reference Object                     Distance      Geod. Az  |
 AX2614|                                                           dddmmss.s |
 AX2614| CV4697 DE WITT RM 1                         26.130 METERS 01033     |
 AX2614| CV4960 NW COR OF HOUSE NR DEWITT            20.370 METERS 05607     |
 AX2614| CV4698 DE WITT RM 2                         27.235 METERS 10158     |
 AX2614| CV4696 DE WITT AZ MK                                      2330931.0 |
 AX2614|---------------------------------------------------------------------|
 AX2614
 AX2614                          SUPERSEDED SURVEY CONTROL
 AX2614
 AX2614  NAD 83(1986)-  29 09 16.52005(N)    097 08 50.28643(W) AD(       ) 1
 AX2614  NAD 27      -  29 09 15.60700(N)    097 08 49.33400(W) AD(       ) 1
 AX2614
 AX2614.Superseded values are not recommended for survey control.
 AX2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2614.See file dsdata.txt to determine how the superseded data were derived.
 AX2614
 AX2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8020026532(NAD 83)
 AX2614_MARKER: DS = TRIANGULATION STATION DISK
 AX2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2614
 AX2614  HISTORY     - Date     Condition        Report By
 AX2614  HISTORY     - 1943     MONUMENTED       CGS
 AX2614  HISTORY     - 1963     GOOD             CGS
 AX2614  HISTORY     - 1975     GOOD             NGS
 AX2614
 AX2614                          STATION DESCRIPTION
 AX2614
 AX2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2614'STATION IS LOCATED ABOUT 10 MILES NNE OF CUERO IN THE FARMYARD
 AX2614'OF MR. S.C. PARKER, 66.8 FEET W OF THE NW CORNER OF THE HOUSE
 AX2614'AND 9 PACES N OF THE N EDGE OF A GROUP OF SMALL TREES.  IT IS
 AX2614'STAMPED DEWITT 1943 AND IS SET FLUSH WITH THE GROUND.
 AX2614'
 AX2614'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 AX2614'BRONZE DISKS SET IN CONCRETE.
 AX2614'
 AX2614'REFERENCE MARK NO. 1 IS N OF THE STATION, 27 FEET N OF A
 AX2614'WATER HYDRANT AND 1 FOOT S OF THE SW CORNER OF A SHED.  IT
 AX2614'IS STAMPED DEWITT NO. 1 1943 AND IS SET FLUSH WITH THE SURFACE
 AX2614'OF THE GROUND.
 AX2614'
 AX2614'REFERENCE MARK NO. 2 IS E OF THE STATION, 27 FEET SE OF THE
 AX2614'SW CORNER OF THE HOUSE AND 1 FOOT W OF THE SW CORNER OF THE
 AX2614'LAWN FENCE.  IT IS STAMPED DEWITT NO. 2 1943 AND IS SET FLUSH
 AX2614'WITH THE SURFACE OF THE GROUND.
 AX2614'
 AX2614'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SW OF THE STATION,
 AX2614'0.5 MILE N OF A GRAVEL ROAD, 21 FEET W OF THE CENTER LINE OF A
 AX2614'GRADED DIRT ROAD AND 1 FOOT E OF A WIRE FENCE.  IT IS STAMPED
 AX2614'DEWITT 1943 AND PROJECTS 4 INCHES.
 AX2614'
 AX2614'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AX2614'72 AND 29 AND U.S. HIGHWAY 77 NEAR THE N EDGE OF THE BUSINESS
 AX2614'DISTRICT IN CUERO, GO N ON U.S. HIGHWAY 77 FOR 0.45 MILE TO
 AX2614'A GRAVEL CROSS ROAD.  TURN RIGHT (NE) ON GRAVEL FOR 0.55
 AX2614'MILE TO A CONCRETE BRIDGE AND THREE FORKS JUST AFTER CROSSING
 AX2614'THE BRIDGE.  CONTINUE AHEAD (MIDDLE FORK) FOR 9.85 MILES TO
 AX2614'A DIRT SIDE ROAD ON THE LEFT.* CONTINUE AHEAD FOR 0.3 MILE
 AX2614'TO THE PARKER FARM ENTRANCE ON THE LEFT AND THE STATION.
 AX2614'
 AX2614'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT ON
 AX2614'DIRT ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT.
 AX2614'
 AX2614'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX2614
 AX2614                          STATION RECOVERY (1963)
 AX2614
 AX2614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2614'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  REFERENCE
 AX2614'MARK NO. 2 HAS BEEN DESTROYED.  A SHED HAS FALLEN ON REFERENCE
 AX2614'MARK NO. 1.  THE HOUSE HAS BURNED DOWN BUT IT IS EASY TO FIND
 AX2614'WHERE IT WAS.  TO REACH THE STATION SITE BEGINING AT INTERSECTION
 AX2614'OF U.S. 77A AND U.S. 182 WITH F.M. 1447 IN NORTH CENTRAL
 AX2614'CUERO, GO NORTHEAST ON F.M. 1447 FOR 9.2 MILES TO GRAVEL
 AX2614'ROAD LEFT.  (AZIMUTH MARK IS 0.05 MILE NORTH ALONG GRAVEL
 AX2614'ROAD).  CONTINUE 0.30 MILE ALONG F.M. 1447 TO LANE THROUGH BOARD
 AX2614'GATE LEFT.  STATION IS TO THE LEFT OF LANE 334 FROM
 AX2614'F.M. 1447.
 AX2614
 AX2614                          STATION RECOVERY (1975)
 AX2614
 AX2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (MBC)
 AX2614'RECOVERED BY LIPPS, JAKUBIK AND ASSOCIATES INC
 AX2614'
 AX2614'DEWITT 1943-STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 AX2614'PREVIOUS DESCRIPTION BY K.M. BATES 1963 GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1163 ***********************************************************************
 CT1163  DESIGNATION -  DEADMAN
 CT1163  PID         -  CT1163
 CT1163  STATE/COUNTY-  TX/JONES
 CT1163  USGS QUAD   -  NUGENT (1984)
 CT1163
 CT1163                         *CURRENT SURVEY CONTROL
 CT1163  ___________________________________________________________________
 CT1163* NAD 83(1993)-  32 38 07.08912(N)    099 38 32.77054(W)     ADJUSTED  
 CT1163* NAVD 88     -       519.     (meters)    1703.     (feet)  SCALED    
 CT1163  ___________________________________________________________________
 CT1163  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CT1163  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CT1163
 CT1163  HORZ ORDER  -  SECOND
 CT1163
 CT1163.The horizontal coordinates were established by classical geodetic methods
 CT1163.and adjusted by the National Geodetic Survey in February 1996..
 CT1163
 CT1163.The orthometric height was scaled from a topographic map.
 CT1163
 CT1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1163
 CT1163.The geoid height was determined by GEOID03.
 CT1163
 CT1163;                    North         East     Units Scale Factor Converg.
 CT1163;SPC TXNC     - 2,107,995.086   492,811.545   MT  0.99989885   -0 37 23.1
 CT1163;SPC TXNC     - 6,915,980.54  1,616,832.54   sFT  0.99989885   -0 37 23.1
 CT1163;UTM  14      - 3,611,039.925   439,740.066   MT  0.99964478   -0 20 47.3
 CT1163
 CT1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1163!SPC TXNC     -   0.99992298  x   0.99989885  =   0.99982184
 CT1163!UTM  14      -   0.99992298  x   0.99964478  =   0.99956779
 CT1163
 CT1163                          SUPERSEDED SURVEY CONTROL
 CT1163
 CT1163  NAD 83(1986)-  32 38 07.09636(N)    099 38 32.75928(W) AD(       ) 2
 CT1163  NAD 27      -  32 38 06.66480(N)    099 38 31.44830(W) AD(       ) 2
 CT1163
 CT1163.Superseded values are not recommended for survey control.
 CT1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1163.See file dsdata.txt to determine how the superseded data were derived.
 CT1163
 CT1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3974011040(NAD 83)
 CT1163_MARKER: DD = SURVEY DISK
 CT1163_SETTING: 80 = SET IN A BOULDER
 CT1163_SP_SET: SET IN DRILL HOLE IN A BOULDER
 CT1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1163+STABILITY: SURFACE MOTION
 CT1163
 CT1163  HISTORY     - Date     Condition        Report By
 CT1163  HISTORY     - 1955     MONUMENTED       USGS
 CT1163  HISTORY     - 1961     GOOD             CGS
 CT1163
 CT1163                          STATION DESCRIPTION
 CT1163
 CT1163'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CT1163'STATION LOCATED ABOUT 18 MI. E. AND 1.8 MI. N. OF FORT PHANTON HILL
 CT1163'DAM, ON THE HIGHEST POINT OF A TOP, 265 FT. E. OF A N-S. COUNTY RD.
 CT1163'
 CT1163'STATION MARK--STANDARD CAP CEMENTED IN A DRILL HOLE IN A BOULDER
 CT1163'PROJECTING 2 IN., STAMPED---DEADMAN 1955---.  BOULDER IS CEMENTED
 CT1163'IN GROUND.
 CT1163'
 CT1163'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN A HACKBERRY TREE,
 CT1163'85.80 FT. FROM STATION BEARING N 20 36 W.
 CT1163'
 CT1163'REFERENCE MARK NO. 2--CHISELED CROSS ON A BOULDER FLUSH WITH GROUND,
 CT1163'59.14 FT. FROM STATION MARK BEARING N 67 56 E.
 CT1163
 CT1163                          STATION RECOVERY (1961)
 CT1163
 CT1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CT1163'SEE STATION DEADMAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1164 ***********************************************************************
 CT1164  DESIGNATION -  DEADMAN
 CT1164  PID         -  CT1164
 CT1164  STATE/COUNTY-  TX/JONES
 CT1164  USGS QUAD   -  NUGENT (1984)
 CT1164
 CT1164                         *CURRENT SURVEY CONTROL
 CT1164  ___________________________________________________________________
 CT1164* NAD 83(1993)-  32 38 06.81085(N)    099 38 32.79175(W)     ADJUSTED  
 CT1164* NAVD 88     -       519.     (meters)    1703.     (feet)  SCALED    
 CT1164  ___________________________________________________________________
 CT1164  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CT1164  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CT1164
 CT1164  HORZ ORDER  -  FIRST
 CT1164
 CT1164.The horizontal coordinates were established by classical geodetic methods
 CT1164.and adjusted by the National Geodetic Survey in February 1996..
 CT1164
 CT1164.The orthometric height was scaled from a topographic map.
 CT1164
 CT1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1164
 CT1164.The geoid height was determined by GEOID03.
 CT1164
 CT1164;                    North         East     Units Scale Factor Converg.
 CT1164;SPC TXNC     - 2,107,986.521   492,810.899   MT  0.99989886   -0 37 23.1
 CT1164;SPC TXNC     - 6,915,952.44  1,616,830.42   sFT  0.99989886   -0 37 23.1
 CT1164;UTM  14      - 3,611,031.359   439,739.461   MT  0.99964478   -0 20 47.3
 CT1164
 CT1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1164!SPC TXNC     -   0.99992298  x   0.99989886  =   0.99982185
 CT1164!UTM  14      -   0.99992298  x   0.99964478  =   0.99956779
 CT1164
 CT1164|---------------------------------------------------------------------|
 CT1164| PID    Reference Object                     Distance      Geod. Az  |
 CT1164|                                                           dddmmss.s |
 CT1164| CT1163 DEADMAN                               8.590 METERS 00341     |
 CT1164| CX7062 DEADMAN AZ MK                                      1784520.8 |
 CT1164| CX7063 DEADMAN RM 1                         11.946 METERS 27756     |
 CT1164|---------------------------------------------------------------------|
 CT1164
 CT1164                          SUPERSEDED SURVEY CONTROL
 CT1164
 CT1164  NAD 83(1986)-  32 38 06.81808(N)    099 38 32.78049(W) AD(       ) 1
 CT1164  NAD 27      -  32 38 06.38650(N)    099 38 31.46950(W) AD(       ) 1
 CT1164
 CT1164.Superseded values are not recommended for survey control.
 CT1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1164.See file dsdata.txt to determine how the superseded data were derived.
 CT1164
 CT1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3973911031(NAD 83)
 CT1164_MARKER: DS = TRIANGULATION STATION DISK
 CT1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1164
 CT1164  HISTORY     - Date     Condition        Report By
 CT1164  HISTORY     - 1961     MONUMENTED       CGS
 CT1164
 CT1164                          STATION DESCRIPTION
 CT1164
 CT1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1164'THE STATION IS ABOUT 14 MILES NORTH-NORTHEAST OF ABILENE AND
 CT1164'2 MILES NORTHEAST OF PHANTOM LAKE.
 CT1164'
 CT1164'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 277,
 CT1164'83 AND STATE HIGHWAY 351 IN THE EAST PART OF ABILENE, GO
 CT1164'NORTH-NORTHEAST ON STATE HIGHWAY 351 FOR 1.6 MILES TO AN
 CT1164'UNDERPASS, CONTINUE NORTHEAST ON STATE HIGHWAY 351 FOR 2.85
 CT1164'MILES TO A SIDE ROAD LEFT AND SIGN PHANTOM LAKE 9.  TURN LEFT
 CT1164'AND GO NORTH ON FARM ROAD 1082 FOR 1.5 MILES TO THE JONES-TAYLOR
 CT1164'COUNTY LINE.  CONTINUE NORTH ON FARM ROAD 1082 FOR 5.7 MILES
 CT1164'TO SITE 1 ON THE RIGHT.  CONTINUE NORTH ON FARM ROAD 1082
 CT1164'FOR 0.8 MILES TO WHERE FARM ROAD 1082 TURNS LEFT AND GOES
 CT1164'WEST AROUND THE END OF THE LAKE AND A GRAVEL ROAD CONTINUES
 CT1164'STRAIGHT AHEAD.  CONTINUE NORTH ON GRAVEL ROAD FOR 0.05
 CT1164'MILE AND THEN TURN RIGHT AND FOLLOW MAIN ROAD EAST FOR 0.75
 CT1164'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVEL
 CT1164'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CT1164'CONTINUE AHEAD NORTH ON GRAVELED ROAD FOR 0.7 MILE TO
 CT1164'STATION ON RIGHT ON TOP OF HILL.  FROM HERE THERE IS A
 CT1164'0.05 MILE PACK UP WEST SIDE OF HILL TO THE STATION.
 CT1164'
 CT1164'THE STATION IS A STANDARD DISK STAMPED DEADMAN 1961, SET IN
 CT1164'THE TOP OF A 12X12-INCH CONCRETE MONUMENT WHICH PROJECTS 5
 CT1164'INCHES.  IT IS 61 FEET NORTH-NORTHWEST OF A LONE MESQUITE TREE
 CT1164'AND 9 FEET SOUTHEAST OF A METAL WITNESS POST.
 CT1164'
 CT1164'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED DEADMAN NO 1
 CT1164'1961 SET IN THE TOP OF A DRILL HOLE IN OUT CROPPING BEDROCK
 CT1164'WHICH IS FLUSH WITH THE GROUND.  IT IS 34 FEET WEST OF A METAL
 CT1164'WITNESS POST.
 CT1164'
 CT1164'REFERENCE MARK NO 2 IS A USGS BENCH MARK STAMPED DEADMAN 1955
 CT1164'SET IN THE TOP OF A 8X8-INCH CONCRETE MONUMENT WHICH PROJECTS
 CT1164'4 INCHES.  IT IS 22 FEET NORTHEAST OF A METAL WITNESS POST.
 CT1164'
 CT1164'AZIMUTH MARK IS A STANDARD DISK STAMPED DEADMAN 1961, SET
 CT1164'IN THE TOP OF A 12X12-INCH CONCRETE MONUMENT WHICH PROJECTS
 CT1164'1 INCH.  IT IS 30 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 CT1164'GRAVEL ROAD, 5 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST
 CT1164'OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1118 ***********************************************************************
 CR1118  DESIGNATION -  DEADWOOD
 CR1118  PID         -  CR1118
 CR1118  STATE/COUNTY-  TX/PANOLA
 CR1118  USGS QUAD   -  RIVER HILL (1983)
 CR1118
 CR1118                         *CURRENT SURVEY CONTROL
 CR1118  ___________________________________________________________________
 CR1118* NAD 83(1993)-  32 08 53.15943(N)    094 11 11.33344(W)     ADJUSTED  
 CR1118* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 CR1118  ___________________________________________________________________
 CR1118  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 CR1118  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CR1118
 CR1118  HORZ ORDER  -  SECOND
 CR1118
 CR1118.The horizontal coordinates were established by classical geodetic methods
 CR1118.and adjusted by the National Geodetic Survey in February 1996..
 CR1118
 CR1118.The orthometric height was scaled from a topographic map.
 CR1118
 CR1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1118
 CR1118.The geoid height was determined by GEOID03.
 CR1118
 CR1118;                    North         East     Units Scale Factor Converg.
 CR1118;SPC TXNC     - 2,061,741.028 1,006,825.397   MT  0.99999594   +2 21 09.2
 CR1118;SPC TXNC     - 6,764,228.69  3,303,226.32   sFT  0.99999594   +2 21 09.2
 CR1118;UTM  15      - 3,557,468.157   388,107.498   MT  0.99975440   -0 37 53.1
 CR1118
 CR1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1118!SPC TXNC     -   0.99999232  x   0.99999594  =   0.99998826
 CR1118!UTM  15      -   0.99999232  x   0.99975440  =   0.99974673
 CR1118
 CR1118:                Primary Azimuth Mark                     Grid Az
 CR1118:SPC TXNC     -  DEADWOOD LOOKOUT TOWER                   047 19 58.7
 CR1118:UTM  15      -  DEADWOOD LOOKOUT TOWER                   050 19 01.0
 CR1118
 CR1118|---------------------------------------------------------------------|
 CR1118| PID    Reference Object                     Distance      Geod. Az  |
 CR1118|                                                           dddmmss.s |
 CR1118| CR1116 DEADWOOD LOOKOUT TOWER              APPROX. 3.1 KM 0494107.9 |
 CR1118| CX5712 DEADWOOD RM 1                        65.953 METERS 06050     |
 CR1118| CX5711 DEADWOOD AZ MK                                     0670047.8 |
 CR1118| CX5713 DEADWOOD RM 2                        59.494 METERS 20244     |
 CR1118|---------------------------------------------------------------------|
 CR1118
 CR1118                          SUPERSEDED SURVEY CONTROL
 CR1118
 CR1118  NAD 83(1986)-  32 08 53.16807(N)    094 11 11.32493(W) AD(       ) 2
 CR1118  NAD 27      -  32 08 52.58470(N)    094 11 10.62950(W) AD(       ) 2
 CR1118
 CR1118.Superseded values are not recommended for survey control.
 CR1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1118.See file dsdata.txt to determine how the superseded data were derived.
 CR1118
 CR1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR8810757468(NAD 83)
 CR1118_MARKER: DS = TRIANGULATION STATION DISK
 CR1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1118
 CR1118  HISTORY     - Date     Condition        Report By
 CR1118  HISTORY     - 1958     MONUMENTED       CGS
 CR1118  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR1118
 CR1118                          STATION DESCRIPTION
 CR1118
 CR1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1118'THE STATION IS LOCATED IN A WOODED AREA ABOUT 9 MILES EAST-SOUTHEAST
 CR1118'OF CARTHAGE, 3 MILES WEST OF DEADWOOD AND ABOUT 1 MILE EAST
 CR1118'OF THE SABINE RIVER.  IT IS 31 FEET NORTH-NORTHWEST OF THE
 CR1118'CENTER OF A TRACK ROAD, 18 FEET SOUTH-SOUTHEAST OF A FENCE AND
 CR1118'2 FEET SOUTH-SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 CR1118'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1118'DEADWOOD 1958.
 CR1118'
 CR1118'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF THE CENTER OF A TRACK
 CR1118'ROAD AND 10 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS 6
 CR1118'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED DEADWOOD
 CR1118'1958.
 CR1118'
 CR1118'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF THE CENTER OF A
 CR1118'TRACK ROAD AND 10 FEET SOUTH OF A FENCE LINE.  THE MARK
 CR1118'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1118'STAMPED DEADWOOD NO 1 1958.
 CR1118'
 CR1118'REFERENCE MARK NO. 2 IS 81 FEET NORTHWEST OF AN OIL WELL
 CR1118'DRYING BOILER AND 26 FEET WEST OF THE CENTER OF A TRACK ROAD.  THE
 CR1118'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 CR1118'DEADWOOD NO 2 1958.
 CR1118'
 CR1118'THE AZIMUTH MARK IS 20 FEET SOUTH-SOUTHEAST OF THE CENTER OF A
 CR1118'TRACK ROAD, 5 FEET NORTHWEST OF A 14-INCH OAK TREE AND 1 FOOT
 CR1118'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES ABOVE
 CR1118'THE SURFACE OF THE GROUND AND IS STAMPED DEADWOOD 1958.
 CR1118'
 CR1118'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE
 CR1118'IN CARTHAGE GO NORTHEAST ON U.S. HIGHWAY 79 FOR 8.5 MILES TO
 CR1118'THE JUNCTION WITH FARM ROAD 123.  TURN RIGHT ON FARM ROAD 123 AND
 CR1118'GO 2.85 MILES TO THE JUNCTION WITH FARM ROAD 31.  TURN RIGHT,
 CR1118'SOUTH, ON FARM ROAD 31 AND GO 4.6 MILES TO THE DEADWOOD FIRE
 CR1118'LOOKOUT TOWER ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON FARM ROAD
 CR1118'31 FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.7
 CR1118'MILE TO A FORK.  KEEP THE RIGHT FORK AND GO 0.15 MILE TO A
 CR1118'FORK.  TAKE THE RIGHT FORK AND GO 0.55 MILE TO A WHITE HOUSE ON
 CR1118'THE RIGHT AND THE END OF THE GRADED ROAD.  CONTINUE
 CR1118'STRAIGHT AHEAD ON THE TRACK ROAD AND GO 0.2 MILE TO A CATTLE
 CR1118'GUARD.  CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD AND GO 0.1
 CR1118'MILE TO A FORK.  KEEP THE RIGHT FORK AND GO 0.25 MILE TO A FORK.
 CR1118'TAKE THE LEFT FORK AND GO 0.05 MILE TO THE AZIMUTH MARK
 CR1118'ON THE LEFT AS DESCRIBED.  FROM THE AZIMUTH MARK
 CR1118'CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD AND GO 0.2 MILE
 CR1118'TO THE STATION ON THE RIGHT AS DESCRIBED.
 CR1118'
 CR1118'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CR1118
 CR1118                          STATION RECOVERY (1998)
 CR1118
 CR1118'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1116 ***********************************************************************
 CR1116  DESIGNATION -  DEADWOOD LOOKOUT TOWER
 CR1116  PID         -  CR1116
 CR1116  STATE/COUNTY-  TX/PANOLA
 CR1116  USGS QUAD   -  RIVER HILL (1983)
 CR1116
 CR1116                         *CURRENT SURVEY CONTROL
 CR1116  ___________________________________________________________________
 CR1116* NAD 83(1993)-  32 09 58.38035(N)    094 09 40.95323(W)     ADJUSTED  
 CR1116* NAVD 88     -                                                        
 CR1116  ___________________________________________________________________
 CR1116  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 CR1116  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CR1116
 CR1116  HORZ ORDER  -  THIRD
 CR1116
 CR1116.The horizontal coordinates were established by classical geodetic methods
 CR1116.and adjusted by the National Geodetic Survey in February 1996..
 CR1116
 CR1116
 CR1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1116
 CR1116.The geoid height was determined by GEOID03.
 CR1116
 CR1116;                    North         East     Units Scale Factor Converg.
 CR1116;SPC TXNC     - 2,063,845.785 1,009,108.922   MT  0.99999105   +2 21 58.5
 CR1116;SPC TXNC     - 6,771,134.05  3,310,718.19   sFT  0.99999105   +2 21 58.5
 CR1116;SPC LA N     -   185,943.488   843,313.273   MT  0.99992411   -0 52 42.1
 CR1116;SPC LA N     -   610,049.59  2,766,770.30   sFT  0.99992411   -0 52 42.1
 CR1116;UTM  15      - 3,559,450.694   390,496.925   MT  0.99974787   -0 37 06.1
 CR1116
 CR1116                          SUPERSEDED SURVEY CONTROL
 CR1116
 CR1116  NAD 83(1986)-  32 09 58.38897(N)    094 09 40.94458(W) AD(       ) 4
 CR1116  NAD 27      -  32 09 57.80500(N)    094 09 40.25700(W) AD(       ) 3
 CR1116
 CR1116.Superseded values are not recommended for survey control.
 CR1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1116.See file dsdata.txt to determine how the superseded data were derived.
 CR1116
 CR1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR9049759451(NAD 83)
 CR1116_MARKER: 57 = LOOKOUT TOWER
 CR1116
 CR1116  HISTORY     - Date     Condition        Report By
 CR1116  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1116  HISTORY     - 19980221 GOOD             USPSQD
 CR1116
 CR1116                          STATION DESCRIPTION
 CR1116
 CR1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1116'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH-NORTHWEST OF
 CR1116'DEADWOOD.  IT HAS A GLASS ENCLOSED CAB SUPPORTED BY A 4-LEGGED
 CR1116'STEEL STRUCTURE AND HAS AN OVER-ALL HEIGHT OF ABOUT 100 FEET.
 CR1116'IT IS PAINTED GRAY IN COLOR.  THE TOP AND CENTER WAS THE POINT
 CR1116'INTERSECTED.
 CR1116'
 CR1116'TO REACH FROM THE SMALL VILLAGE OF DEADWOOD, GO NORTH-NORTHWEST
 CR1116'ON FARM ROAD 123 FOR 2.0 MILES TO THE STATION ON THE RIGHT.
 CR1116
 CR1116                          STATION RECOVERY (1998)
 CR1116
 CR1116'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1843 ***********************************************************************
 FL1843  DESIGNATION -  DEAL
 FL1843  PID         -  FL1843
 FL1843  STATE/COUNTY-  TX/CARSON
 FL1843  USGS QUAD   -  DEAL (1953)
 FL1843
 FL1843                         *CURRENT SURVEY CONTROL
 FL1843  ___________________________________________________________________
 FL1843* NAD 83(1993)-  35 33 20.06141(N)    101 35 31.45857(W)     ADJUSTED  
 FL1843* NAVD 88     -      1042.     (meters)    3419.     (feet)  SCALED    
 FL1843  ___________________________________________________________________
 FL1843  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FL1843  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 FL1843
 FL1843  HORZ ORDER  -  FIRST
 FL1843
 FL1843.The horizontal coordinates were established by classical geodetic methods
 FL1843.and adjusted by the National Geodetic Survey in February 1996..
 FL1843
 FL1843.The orthometric height was scaled from a topographic map.
 FL1843
 FL1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1843
 FL1843.The geoid height was determined by GEOID03.
 FL1843
 FL1843;                    North         East     Units Scale Factor Converg.
 FL1843;SPC TX N     - 1,172,574.271   191,652.858   MT  0.99991375   -0 03 12.1
 FL1843;SPC TX N     - 3,847,020.75    628,781.08   sFT  0.99991375   -0 03 12.1
 FL1843;UTM  14      - 3,937,748.380   265,052.835   MT  1.00028029   -1 30 28.7
 FL1843
 FL1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1843!SPC TX N     -   0.99984059  x   0.99991375  =   0.99975435
 FL1843!UTM  14      -   0.99984059  x   1.00028029  =   1.00012084
 FL1843
 FL1843:                Primary Azimuth Mark                     Grid Az
 FL1843:SPC TX N     -  FRITCH NATURAL GAS PLINE STACK           002 44 59.1
 FL1843:UTM  14      -  FRITCH NATURAL GAS PLINE STACK           004 12 15.7
 FL1843
 FL1843|---------------------------------------------------------------------|
 FL1843| PID    Reference Object                     Distance      Geod. Az  |
 FL1843|                                                           dddmmss.s |
 FL1843| FL1839 FRITCH NATURAL GAS PLINE STACK      APPROX.10.6 KM 0024147.0 |
 FL1843| CJ6178 DEAL RM 1                            10.083 METERS 20111     |
 FL1843| FL1845 W TEX GAS PUMPING STA ELEV TK       APPROX. 4.6 KM 2500410.1 |
 FL1843| CJ6179 DEAL RM 2                             9.068 METERS 30346     |
 FL1843| CJ6675 TC 41                                              3063239.1 |
 FL1843|---------------------------------------------------------------------|
 FL1843
 FL1843                          SUPERSEDED SURVEY CONTROL
 FL1843
 FL1843  NAD 83(1993)-  35 33 20.06413(N)    101 35 31.45432(W) AD(       ) 1
 FL1843  NAD 83(1986)-  35 33 20.06882(N)    101 35 31.44870(W) AD(       ) 1
 FL1843  NAD 27      -  35 33 19.90700(N)    101 35 29.82500(W) AD(       ) 1
 FL1843
 FL1843.Superseded values are not recommended for survey control.
 FL1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1843.See file dsdata.txt to determine how the superseded data were derived.
 FL1843
 FL1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6505337748(NAD 83)
 FL1843_MARKER: DS = TRIANGULATION STATION DISK
 FL1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1843
 FL1843  HISTORY     - Date     Condition        Report By
 FL1843  HISTORY     - 1951     MONUMENTED       CGS
 FL1843
 FL1843                          STATION DESCRIPTION
 FL1843
 FL1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1843'THE STATION IS LOCATED ON A SMALL GRASSY KNOLL.  IT IS ABOUT
 FL1843'2 MILES AIRLINE SOUTH OF DEAL, ABOUT 6 MILES AIRLINE SOUTH OF
 FL1843'FRITCH, ABOUT 14 MILES AIRLINE SOUTHWEST OF BORGER, AND ABOUT
 FL1843'3 MILES AIRLINE EAST OF A WEST TEXAS GAS COMPANY PUMPING
 FL1843'STATION.
 FL1843'
 FL1843'THE STATION IS 75 YARDS NORTHEAST OF A DIRT ROAD, WHERE IT
 FL1843'PASSES OVER A SLIGHT KNOLL.  IT IS A STANDARD DISK SET IN
 FL1843'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FL1843'INCHES.  THE DISK IS STAMPED--DEAL 1951.
 FL1843'
 FL1843'REFERENCE MARK NUMBER ONE IS ABOUT THE SAME ELEVATION AS THE
 FL1843'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 FL1843'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE DISK IS
 FL1843'STAMPED--DEAL NO 1 1951.
 FL1843'
 FL1843'REFERENCE MARK NUMBER TWO IS ABOUT THE SAME ELEVATION AS THE
 FL1843'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 FL1843'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE DISK IS
 FL1843'STAMPED--DEAL NO 2 1951.
 FL1843'
 FL1843'THE AZIMUTH MARK IS 72 FEET EAST OF A CATTLE GUARD, 78 FEET
 FL1843'EAST OF THE CENTER LINE OF A DIRT ROAD, AND 1-1/2 FEET NORTH
 FL1843'OF A WIRE FENCE.  IT IS A STANDARD USGS DISK SET IN THE TOP OF
 FL1843'AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  THE
 FL1843'DISK IS STAMPED--TC 41 1926.  TO REACH THE MARK FROM THE STATION
 FL1843'GO SOUTH TO THE ROAD AND TURN RIGHT, NORTHWEST, AND GO 0.3
 FL1843'MILE TO A CATTLE GUARD AND THE MARK ON THE RIGHT.
 FL1843'
 FL1843'TO REACH THE STATION FROM THE POST OFFICE IN FRITCH GO SOUTHWESTERLY
 FL1843'ON STATE HIGHWAY 136 FOR 8.9 MILES TO A ROAD TO THE LEFT.
 FL1843'TURN SHARP LEFT AS PER SIGN DEAL AND FOLLOW THE MAIN TRAVELED
 FL1843'ROAD FOR 3.6 MILES TO A FORK, IMMEDIATELY AFTER CROSSING A
 FL1843'CATTLE GUARD.  TAKE THE RIGHT FORK AND GO 0.05 MILE TO A
 FL1843'CATTLE GUARD.  CROSS OVER THE CATTLE GUARD AND TAKE THE LEFT
 FL1843'FORK AND GO 0.3 MILE TO THE TOP OF A SLIGHT HILL.  TURN LEFT
 FL1843'AND GO 75 YARDS TO THE STATION.
 FL1843'
 FL1843'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0701 ***********************************************************************
 DO0701  DESIGNATION -  DEAN
 DO0701  PID         -  DO0701
 DO0701  STATE/COUNTY-  TX/CLAY
 DO0701  USGS QUAD   -  DEAN (1972)
 DO0701
 DO0701                         *CURRENT SURVEY CONTROL
 DO0701  ___________________________________________________________________
 DO0701* NAD 83(1993)-  33 58 24.11622(N)    098 18 49.20911(W)     ADJUSTED  
 DO0701* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 DO0701  ___________________________________________________________________
 DO0701  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DO0701  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DO0701
 DO0701  HORZ ORDER  -  SECOND
 DO0701
 DO0701.The horizontal coordinates were established by classical geodetic methods
 DO0701.and adjusted by the National Geodetic Survey in February 1996..
 DO0701
 DO0701.The orthometric height was scaled from a topographic map.
 DO0701
 DO0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0701
 DO0701.The geoid height was determined by GEOID03.
 DO0701
 DO0701;                    North         East     Units Scale Factor Converg.
 DO0701;SPC TXNC     - 2,255,817.877   617,219.525   MT  1.00000188   +0 06 05.8
 DO0701;SPC TXNC     - 7,400,962.48  2,024,994.39   sFT  1.00000188   +0 06 05.8
 DO0701;UTM  14      - 3,759,415.021   563,401.511   MT  0.99964955   +0 23 00.7
 DO0701
 DO0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0701!SPC TXNC     -   0.99995542  x   1.00000188  =   0.99995730
 DO0701!UTM  14      -   0.99995542  x   0.99964955  =   0.99960498
 DO0701
 DO0701|---------------------------------------------------------------------|
 DO0701| PID    Reference Object                     Distance      Geod. Az  |
 DO0701|                                                           dddmmss.s |
 DO0701| CX7065 DEAN RM 1                            10.487 METERS 00606     |
 DO0701| EM0706 BYERS MUNICIPAL TANK                APPROX.15.7 KM 0464617.9 |
 DO0701| EM0707 PETROLIA MUNICIPAL TANK             APPROX. 8.7 KM 0581630.7 |
 DO0701| CX7064 DEAN AZ MK                                         0864811.6 |
 DO0701| CX7066 DEAN RM 2                             4.910 METERS 09716     |
 DO0701|---------------------------------------------------------------------|
 DO0701
 DO0701                          SUPERSEDED SURVEY CONTROL
 DO0701
 DO0701  NAD 83(1993)-  33 58 24.11629(N)    098 18 49.20879(W) AD(       ) 2
 DO0701  NAD 83(1986)-  33 58 24.11958(N)    098 18 49.19598(W) AD(       ) 2
 DO0701  NAD 27      -  33 58 23.77394(N)    098 18 48.02201(W) AD(       ) 2
 DO0701
 DO0701.Superseded values are not recommended for survey control.
 DO0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0701.See file dsdata.txt to determine how the superseded data were derived.
 DO0701
 DO0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6340259415(NAD 83)
 DO0701_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0701
 DO0701  HISTORY     - Date     Condition        Report By
 DO0701  HISTORY     - 1965     MONUMENTED       CGS
 DO0701
 DO0701                          STATION DESCRIPTION
 DO0701
 DO0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0701'THE STATION IS ABOUT 12 MILES NORTHEAST OF WICHITA FALLS, 5-1/2
 DO0701'MILES SOUTHWEST OF PETROLIA AND 1/2 MILE NORTH OF STATE HIGHWAY 79,
 DO0701'NEAR THE NORTH END OF A SMALL KNOLL, ON PROPERTY OWNED BY MR. BILL
 DO0701'RIDINGER.
 DO0701'
 DO0701'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79 AND
 DO0701'FARM ROAD 810 IN PETROLIA, GO SOUTHWEST ON STATE HIGHWAY 79 FOR
 DO0701'4.7 MILES TO A SIDE ROAD AND THE AZIMUTH MARK ON THE RIGHT.  TURN
 DO0701'RIGHT AND GO WEST ON GRAVELED ROAD FOR 1.0 MILE TO A DRIVEWAY ON
 DO0701'THE LEFT.  TURN LEFT AND GO SOUTH ON DRIVEWAY FOR 0.1 MILE TO MR.
 DO0701'RIDINGERS HOUSE ON THE RIGHT AND A WIRE GATE ON THE LEFT.
 DO0701'TURN LEFT PASSING THROUGH GATE AND GO EASTERLY ACROSS PASTURE FOR
 DO0701'0.25 MILE TO THE TOP OF THE KNOLL AND THE STATION.
 DO0701'
 DO0701'STATION MARK IS A STANDARD DISK, STAMPED DEAN 1965, SET IN THE
 DO0701'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0701'FLUSH WITH THE GROUND.
 DO0701'
 DO0701'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEAN NO 1 1965,
 DO0701'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0701'THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 DO0701'AS THE STATION.
 DO0701'
 DO0701'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEAN NO 2 1965,
 DO0701'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0701'THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 DO0701'AS THE STATION.
 DO0701'
 DO0701'AZIMUTH MARK IS A STANDARD DISK, STAMPED DEAN 1965, SET IN THE
 DO0701'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0701'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 121 FEET SOUTHWEST OF
 DO0701'THE CENTERLINE OF THE GRAVELED ROAD, 49 FEET NORTH-NORTHWEST OF
 DO0701'THE CENTERLINE OF STATE HIGHWAY 79, 3 FEET NORTHWEST OF A WITNESS
 DO0701'POST AND 1 FOOT NORTH OF A FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0902 ***********************************************************************
 GK0902  DESIGNATION -  DEAN
 GK0902  PID         -  GK0902
 GK0902  STATE/COUNTY-  TX/SHERMAN
 GK0902  USGS QUAD   -  CAPPS SWITCH NW (1974)
 GK0902
 GK0902                         *CURRENT SURVEY CONTROL
 GK0902  ___________________________________________________________________
 GK0902* NAD 83(1993)-  36 10 55.61421(N)    101 40 52.28372(W)     ADJUSTED  
 GK0902* NAVD 88     -      1044.     (meters)    3425.     (feet)  SCALED    
 GK0902  ___________________________________________________________________
 GK0902  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 GK0902  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 GK0902
 GK0902  HORZ ORDER  -  THIRD
 GK0902
 GK0902.The horizontal coordinates were established by classical geodetic methods
 GK0902.and adjusted by the National Geodetic Survey in February 1996..
 GK0902
 GK0902.The orthometric height was scaled from a topographic map.
 GK0902
 GK0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0902
 GK0902.The geoid height was determined by GEOID03.
 GK0902
 GK0902;                    North         East     Units Scale Factor Converg.
 GK0902;SPC TX N     - 1,242,100.622   183,700.906   MT  0.99999972   -0 06 18.0
 GK0902;SPC TX N     - 4,075,125.12    602,692.06   sFT  0.99999972   -0 06 18.0
 GK0902;UTM  14      - 4,007,479.971   258,880.653   MT  1.00031640   -1 35 01.0
 GK0902
 GK0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0902!SPC TX N     -   0.99984025  x   0.99999972  =   0.99983997
 GK0902!UTM  14      -   0.99984025  x   1.00031640  =   1.00015660
 GK0902
 GK0902:                Primary Azimuth Mark                     Grid Az
 GK0902:SPC TX N     -  DEAN AZ MK                               091 31 00.4
 GK0902:UTM  14      -  DEAN AZ MK                               092 59 43.4
 GK0902
 GK0902|---------------------------------------------------------------------|
 GK0902| PID    Reference Object                     Distance      Geod. Az  |
 GK0902|                                                           dddmmss.s |
 GK0902| CM7924 DEAN AZ MK                                         0912442.4 |
 GK0902| CM7926 DEAN RM 2                            10.549 METERS 26702     |
 GK0902| CM7925 DEAN RM 1                            12.495 METERS 35018     |
 GK0902| GK0903 STATION 4 PHILLIPS PETROL CO        APPROX. 4.9 KM 3515128.2 |
 GK0902|---------------------------------------------------------------------|
 GK0902
 GK0902                          SUPERSEDED SURVEY CONTROL
 GK0902
 GK0902  NAD 83(1993)-  36 10 55.61374(N)    101 40 52.28414(W) AD(       ) 3
 GK0902  NAD 83(1986)-  36 10 55.62373(N)    101 40 52.27106(W) AD(       ) 3
 GK0902  NAD 27      -  36 10 55.50500(N)    101 40 50.67100(W) AD(       ) 3
 GK0902
 GK0902.Superseded values are not recommended for survey control.
 GK0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0902.See file dsdata.txt to determine how the superseded data were derived.
 GK0902
 GK0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF5888107480(NAD 83)
 GK0902_MARKER: DS = TRIANGULATION STATION DISK
 GK0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0902_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0902
 GK0902  HISTORY     - Date     Condition        Report By
 GK0902  HISTORY     - 1952     MONUMENTED       CGS
 GK0902  HISTORY     - 1953     GOOD             CGS
 GK0902  HISTORY     - 1974     SEE DESCRIPTION  USGS
 GK0902
 GK0902                          STATION DESCRIPTION
 GK0902
 GK0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0902'STATION WAS VISITED BY LIGHTKEEPERS ONLY.
 GK0902'
 GK0902'THE STATION IS LOCATED ABOUT 14.5 MILES AIRLINE NORTHWEST OF
 GK0902'MORSE, 14.0 MILES AIRLINE NORTHEAST OF SUNRAY AND ABOUT 4.0
 GK0902'MILES AIRLINE SOUTH OF COLD WATER GAS FIELDS, IN PASTURE LAND
 GK0902'ON THE NORTH SIDE OF AN EAST-WEST ROAD 100 YARDS SOUTH OF A
 GK0902'RED WOODEN WINDMILL.
 GK0902'
 GK0902'THE STATION IS A STANDARD DISK STAMPED DEAN 1952 SET IN A
 GK0902'CYLINDER OF CONCRETE FLUSH WITH THE GROUND SURFACE 2-1/2 FEET
 GK0902'NORTH OF AN EAST-WEST FENCE LINE.
 GK0902'
 GK0902'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED DEAN NO 1 1952
 GK0902'SET IN A CYLINDER OF CONCRETE PROJECTING ABOUT 2 INCHES AND IS
 GK0902'30 FEET NORTH OF THE STATION.
 GK0902'
 GK0902'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED DEAN
 GK0902'NO 2 1952 SET IN A CYLINDER OF CONCRETE PROJECTING ABOUT 4
 GK0902'INCHES AND IS 30 FEET WEST OF THE STATION.
 GK0902'
 GK0902'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DEAN 1952 SET IN
 GK0902'A CYLINDER OF CONCRETE PROJECTING ABOUT 4 INCHES AND IS 1.15
 GK0902'MILES EAST OF THE STATION NEAR A GATE POST AT CROSS ROADS.
 GK0902'
 GK0902'TO REACH THE STATION FROM THE CITY HALL IN SUNRAY GO NORTH
 GK0902'ON STATE ROUTE 119 FOR 8.3 MILES.  TURN RIGHT AND GO EAST FOR
 GK0902'9.4 MILES TO CROSSROADS.  TURN LEFT AND GO NORTH FOR 3.0 MILES
 GK0902'TO CROSSROADS.  TURN LEFT AND GO WEST FOR 1.15 MILES AND
 GK0902'STATION ON THE NORTH SIDE OF THE ROAD AND 2-1/2 FEET NORTH
 GK0902'OF A FENCELINE.
 GK0902
 GK0902                          STATION RECOVERY (1953)
 GK0902
 GK0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0902'THE STATION IS LOCATED ALONG THE NORTH SIDE OF AN EAST-WEST
 GK0902'DIRT FARM ROAD.  IT IS LOCATED AIRLINE ABOUT 14 MILES NORTHEAST
 GK0902'OF SUNRAY AND ABOUT 16 MILES SOUTHWEST OF GRUVER.
 GK0902'
 GK0902'THE STATION IS A STANDARD DISK STAMPED DEAN 1952 SET IN THE TOP
 GK0902'OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER AND
 GK0902'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 3 FEET NORTH
 GK0902'OF AN EAST-WEST FENCE LINE AND 27 FEET NORTH OF THE CENTER LINE
 GK0902'OF A DIRT FARM ROAD.
 GK0902'
 GK0902'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DEAN NO 1
 GK0902'1952 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 GK0902'IS ABOUT FLUSH WITH THE GROUND AND ABOUT 3 INCHES LOWER THAN
 GK0902'THE STATION.
 GK0902'
 GK0902'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DEAN NO 2
 GK0902'1952 SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12
 GK0902'INCHES IN DIAMETER, PROJECTS ABOUT 1 INCH AND IS ABOUT THE
 GK0902'SAME ELEVATION AS THE STATION.  IT IS 1 FOOT NORTH OF AN
 GK0902'EAST-WEST FENCE LINE AND 25 FEET NORTH OF THE CENTER LINE OF
 GK0902'A DIRT FARM ROAD.
 GK0902'
 GK0902'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DEAN 1952 SET IN
 GK0902'THE TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN
 GK0902'DIAMETER AND PROJECTS ABOUT 3 INCHES.  IT IS ABOUT 80 FEET
 GK0902'SOUTHWEST OF THE CENTER LINE OF THE CROSS ROAD AND ABOUT 12
 GK0902'FEET SOUTH OF A FENCE CORNER.
 GK0902'
 GK0902'TO REACH THE STATION FROM THE CITY HALL IN SUNRAY, GO NORTH
 GK0902'ON STATE HIGHWAY 119 FOR 8.3 MILES TO A T-ROAD.  TURN RIGHT
 GK0902'AND GO EAST FOR 12.3 MILES ON THE PAVED ROAD TO A DIRT CROSS
 GK0902'ROAD AND THE AZIMUTH MARK.  TURN LEFT ON THE DIRT ROAD AND GO
 GK0902'WEST FOR 1.1 MILES TO THE STATION ON THE RIGHT, NORTH SIDE
 GK0902'OF THE ROAD.
 GK0902
 GK0902                          STATION RECOVERY (1974)
 GK0902
 GK0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WHL)
 GK0902'THE TRIANGULATION STATION DEAN WAS FOUND DESTROYED, NONE OF THE
 GK0902'REFERENCE MARKS OR THE AZIMUTH MARK WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0823 ***********************************************************************
 BP0823  DESIGNATION -  DEAN
 BP0823  PID         -  BP0823
 BP0823  STATE/COUNTY-  TX/TERRELL
 BP0823  USGS QUAD   -  SEVENTEEN RANCH (1969)
 BP0823
 BP0823                         *CURRENT SURVEY CONTROL
 BP0823  ___________________________________________________________________
 BP0823* NAD 83(1993)-  30 34 57.03664(N)    102 12 08.76604(W)     ADJUSTED  
 BP0823* NAVD 88     -       891.     (meters)    2923.     (feet)  SCALED    
 BP0823  ___________________________________________________________________
 BP0823  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BP0823  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 BP0823
 BP0823  HORZ ORDER  -  THIRD
 BP0823
 BP0823.The horizontal coordinates were established by classical geodetic methods
 BP0823.and adjusted by the National Geodetic Survey in February 1996..
 BP0823
 BP0823.The orthometric height was scaled from a topographic map.
 BP0823
 BP0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0823
 BP0823.The geoid height was determined by GEOID03.
 BP0823
 BP0823;                    North         East     Units Scale Factor Converg.
 BP0823;SPC TXSC     - 4,308,910.737   292,837.108   MT  1.00010014   -1 34 08.1
 BP0823;SPC TXSC     -14,136,817.98    960,749.75   sFT  1.00010014   -1 34 08.1
 BP0823;UTM  13      - 3,386,669.044   768,280.733   MT  1.00048799   +1 25 27.1
 BP0823
 BP0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0823!SPC TXSC     -   0.99986369  x   1.00010014  =   0.99996381
 BP0823!UTM  13      -   0.99986369  x   1.00048799  =   1.00035161
 BP0823
 BP0823:                Primary Azimuth Mark                     Grid Az
 BP0823:SPC TXSC     -  AUGUSTINE                                008 39 53.6
 BP0823:UTM  13      -  AUGUSTINE                                005 40 18.4
 BP0823
 BP0823|---------------------------------------------------------------------|
 BP0823| PID    Reference Object                     Distance      Geod. Az  |
 BP0823|                                                           dddmmss.s |
 BP0823| BP0824 AUGUSTINE                           APPROX.10.1 KM 0070545.5 |
 BP0823|---------------------------------------------------------------------|
 BP0823
 BP0823                          SUPERSEDED SURVEY CONTROL
 BP0823
 BP0823  NAD 83(1986)-  30 34 57.04018(N)    102 12 08.77155(W) AD(       ) 3
 BP0823  NAD 27      -  30 34 56.42357(N)    102 12 07.29424(W) AD(       ) 3
 BP0823
 BP0823.Superseded values are not recommended for survey control.
 BP0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0823.See file dsdata.txt to determine how the superseded data were derived.
 BP0823
 BP0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP6828186669(NAD 83)
 BP0823_MARKER: DB = BENCH MARK DISK
 BP0823_SETTING: 66 = SET IN ROCK OUTCROP
 BP0823_SP_SET: SET IN ROCK OUTCROP
 BP0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0823+STABILITY: POSITION/ELEVATION WELL
 BP0823
 BP0823  HISTORY     - Date     Condition        Report By
 BP0823  HISTORY     - 1920     MONUMENTED       USGS
 BP0823
 BP0823                          STATION DESCRIPTION
 BP0823
 BP0823'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 BP0823'THIS STATION IS LOCATED ON A MESA ABOUT 32 MI. AIR NNE. OF SANDERSON,
 BP0823'TEXAS, 20 FT. SOUTH OF FENCE.
 BP0823'
 BP0823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND RANCH
 BP0823'RD. 2400 FOR 16 MI. NNW. OF SANDERSON, TEXAS GO NE. ON RANCH RD. 2400,
 BP0823'FOR 8.8 MI. THEN LEFT ON COUNTY RD. FOR 11.4 MI. TO A RD.
 BP0823'FORK, THEN RIGHT FOR 5.7 MI., THEN RIGHT ON RD. TO MONROES RANCH HOUSE
 BP0823'FOR 0.4 MI. TO RD. FORK TAKE LEFT FORK FOR 0.5 MI. TO RD. FORK, THEN
 BP0823'LEFT E. UP CANYON FOR 1.45 MI. TO RD. FORK, THEN LEFT NW. UP HILL FOR
 BP0823'1.5 MI. AT THIS POINT LEAVE RD. AND DRIVE  N., ACROSS COUNTRY FOR 0.2
 BP0823'MI. TO FENCE LINE AND STATION SITE.
 BP0823'
 BP0823'STATION MARK - A USGS BM TABLET STAMPED ---DEAN 1920--- SET IN A ROCK
 BP0823'OUTCROP.
 BP0823'
 BP0823'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3155 ***********************************************************************
 CS3155  DESIGNATION -  DEAN RANCH WATER TANK
 CS3155  PID         -  CS3155
 CS3155  STATE/COUNTY-  TX/PARKER
 CS3155  USGS QUAD   -  ALEDO (1981)
 CS3155
 CS3155                         *CURRENT SURVEY CONTROL
 CS3155  ___________________________________________________________________
 CS3155* NAD 83(1993)-  32 43 40.24771(N)    097 36 23.33144(W)     ADJUSTED  
 CS3155* NAVD 88     -                                                        
 CS3155  ___________________________________________________________________
 CS3155  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 CS3155  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CS3155
 CS3155  HORZ ORDER  -  THIRD
 CS3155
 CS3155.The horizontal coordinates were established by classical geodetic methods
 CS3155.and adjusted by the National Geodetic Survey in February 1996..
 CS3155
 CS3155
 CS3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3155
 CS3155.The geoid height was determined by GEOID03.
 CS3155
 CS3155;                    North         East     Units Scale Factor Converg.
 CS3155;SPC TXNC     - 2,118,030.338   683,747.295   MT  0.99988849   +0 29 14.4
 CS3155;SPC TXNC     - 6,948,904.53  2,243,260.92   sFT  0.99988849   +0 29 14.4
 CS3155;UTM  14      - 3,621,975.278   630,580.319   MT  0.99981025   +0 45 12.6
 CS3155
 CS3155                          SUPERSEDED SURVEY CONTROL
 CS3155
 CS3155  NAD 83(1986)-  32 43 40.25067(N)    097 36 23.31503(W) AD(       ) 4
 CS3155  NAD 27      -  32 43 39.78000(N)    097 36 22.23000(W) AD(       ) 3
 CS3155
 CS3155.Superseded values are not recommended for survey control.
 CS3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3155.See file dsdata.txt to determine how the superseded data were derived.
 CS3155
 CS3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3058021975(NAD 83)
 CS3155_MARKER: 53 = ELEVATED TANK
 CS3155
 CS3155  HISTORY     - Date     Condition        Report By
 CS3155  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS3155  HISTORY     - 1951     GOOD             CGS
 CS3155  HISTORY     - 19910522 MARK NOT FOUND   USPSQD
 CS3155
 CS3155                          STATION DESCRIPTION
 CS3155
 CS3155'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3155'THE DEAN WATER TANK IS CONSTRUCTED OF WOOD, SUPPORTED BY
 CS3155'STEEL BANDS AROUND TANK, HELD UP BY A STEEL TOWER 50 FEET HIGH.
 CS3155'THE FOUR TOWER LEGS ARE OF STEEL LATTICE-WORK AND ARE ABOUT
 CS3155'15 FEET APART AT BASE, FORMING A SQUARE FRAMEWORK.  THE TANK
 CS3155'IS ABOUT 8 FEET IN DIAMETER AND ABOUT 10 FEET HIGH, PAINTED
 CS3155'GRAY.
 CS3155'
 CS3155'TO REACH DEAN RANCH WATER TANK FROM TRAFFIC CIRCLE, GO W ON
 CS3155'STATE HIGHWAY 80 FOR 9.3 MILES TO DEAN RANCH HOUSE GATE ON
 CS3155'LEFT SIDE OF ROAD, CONTINUE THROUGH GATE FOR 1,000 FEET,
 CS3155'PASSING RANCH BARN TO WATER TANK.
 CS3155
 CS3155                          STATION RECOVERY (1951)
 CS3155
 CS3155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3155'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 CS3155'AS DESCRIBED.
 CS3155
 CS3155                          STATION RECOVERY (1991)
 CS3155
 CS3155'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS3155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0757 ***********************************************************************
 CT0757  DESIGNATION -  DEBUSK RM 1
 CT0757  PID         -  CT0757
 CT0757  STATE/COUNTY-  TX/JONES
 CT0757  USGS QUAD   -  ANSON (1965)
 CT0757
 CT0757                         *CURRENT SURVEY CONTROL
 CT0757  ___________________________________________________________________
 CT0757* NAD 83(1986)-  32 51 51.     (N)    099 54 45.     (W)     SCALED    
 CT0757* NAVD 88     -       495.774  (meters)    1626.55   (feet)  ADJUSTED  
 CT0757  ___________________________________________________________________
 CT0757  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0757  DYNAMIC HT  -         495.137 (meters)    1624.46  (feet)  COMP
 CT0757  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 CT0757
 CT0757  VERT ORDER  -  SECOND    CLASS 0
 CT0757
 CT0757.The horizontal coordinates were scaled from a topographic map and have
 CT0757.an estimated accuracy of +/- 6 seconds.
 CT0757
 CT0757.The orthometric height was determined by differential leveling
 CT0757.and adjusted by the National Geodetic Survey in June 1991..
 CT0757
 CT0757.The geoid height was determined by GEOID03.
 CT0757
 CT0757.The dynamic height is computed by dividing the NAVD 88
 CT0757.geopotential number by the normal gravity value computed on the
 CT0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0757.degrees latitude (g = 980.6199 gals.).
 CT0757
 CT0757.The modeled gravity was interpolated from observed gravity values.
 CT0757
 CT0757;                    North         East    Units  Estimated Accuracy
 CT0757;SPC TXNC     - 2,133,680.      467,820.      MT  (+/- 180 meters Scaled)
 CT0757
 CT0757                          SUPERSEDED SURVEY CONTROL
 CT0757
 CT0757  NGVD 29 (??/??/92)  495.580  (m)         1625.92   (f) ADJ UNCH    2 0
 CT0757
 CT0757.Superseded values are not recommended for survey control.
 CT0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0757.See file dsdata.txt to determine how the superseded data were derived.
 CT0757
 CT0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB146365(NAD 83)
 CT0757_MARKER: DR = REFERENCE MARK DISK
 CT0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0757_STAMPING: DEBUSK NO 1 1961
 CT0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0757+STABILITY: SURFACE MOTION
 CT0757
 CT0757  HISTORY     - Date     Condition        Report By
 CT0757  HISTORY     - 1961     MONUMENTED       CGS
 CT0757
 CT0757                          STATION DESCRIPTION
 CT0757
 CT0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0757'10.1 MI NW FROM ANSON.
 CT0757'7.75 MILES NORTHWEST ALONG U.S. HIGHWAY 277 FROM THE COURTHOUSE AT
 CT0757'ANSON, THENCE 2.35 MILES WEST ALONG FARM ROAD 1636, 61 FEET NORTH OF
 CT0757'THE STATION, 27 FEET EAST OF THE CENTER OF A DIRT ROAD LEADING INTO A
 CT0757'BARN, 3 FEET WEST OF A FENCE, LEVEL WITH THE DIRT ROAD, SET IN TOP OF
 CT0757'A SQUARE CONCRETE POST 6 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0755 ***********************************************************************
 CT0755  DESIGNATION -  DEBUSK RM 2
 CT0755  PID         -  CT0755
 CT0755  STATE/COUNTY-  TX/JONES
 CT0755  USGS QUAD   -  ANSON (1965)
 CT0755
 CT0755                         *CURRENT SURVEY CONTROL
 CT0755  ___________________________________________________________________
 CT0755* NAD 83(1986)-  32 51 51.     (N)    099 54 44.     (W)     SCALED    
 CT0755* NAVD 88     -       495.756  (meters)    1626.49   (feet)  ADJUSTED  
 CT0755  ___________________________________________________________________
 CT0755  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0755  DYNAMIC HT  -         495.119 (meters)    1624.40  (feet)  COMP
 CT0755  MODELED GRAV-     979,338.1   (mgal)                       NAVD 88
 CT0755
 CT0755  VERT ORDER  -  SECOND    CLASS 0
 CT0755
 CT0755.The horizontal coordinates were scaled from a topographic map and have
 CT0755.an estimated accuracy of +/- 6 seconds.
 CT0755
 CT0755.The orthometric height was determined by differential leveling
 CT0755.and adjusted by the National Geodetic Survey in June 1991..
 CT0755
 CT0755.The geoid height was determined by GEOID03.
 CT0755
 CT0755.The dynamic height is computed by dividing the NAVD 88
 CT0755.geopotential number by the normal gravity value computed on the
 CT0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0755.degrees latitude (g = 980.6199 gals.).
 CT0755
 CT0755.The modeled gravity was interpolated from observed gravity values.
 CT0755
 CT0755;                    North         East    Units  Estimated Accuracy
 CT0755;SPC TXNC     - 2,133,680.      467,840.      MT  (+/- 180 meters Scaled)
 CT0755
 CT0755                          SUPERSEDED SURVEY CONTROL
 CT0755
 CT0755  NGVD 29 (??/??/92)  495.562  (m)         1625.86   (f) ADJ UNCH    2 0
 CT0755
 CT0755.Superseded values are not recommended for survey control.
 CT0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0755.See file dsdata.txt to determine how the superseded data were derived.
 CT0755
 CT0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB146365(NAD 83)
 CT0755_MARKER: DR = REFERENCE MARK DISK
 CT0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0755_STAMPING: DEBUSK NO 2 1961
 CT0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0755+STABILITY: SURFACE MOTION
 CT0755
 CT0755  HISTORY     - Date     Condition        Report By
 CT0755  HISTORY     - 1961     MONUMENTED       CGS
 CT0755  HISTORY     - 1974     GOOD             NGS
 CT0755
 CT0755                          STATION DESCRIPTION
 CT0755
 CT0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0755'10.1 MI NW FROM ANSON.
 CT0755'7.75 MILES NORTH ALONG U.S. HIGHWAY 277 FROM THE COURTHOUSE AT ANSON,
 CT0755'THENCE 2.35 MILES WEST ALONG FARM ROAD 1636, 51 FEET NORTH OF THE
 CT0755'CENTER LINE OF THE ROAD, 33 FEET EAST OF THE STATION, 4 FEET NORTH OF
 CT0755'A FENCE, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST 6 INCHES BELOW
 CT0755'THE GROUND SURFACE.
 CT0755
 CT0755                          STATION RECOVERY (1974)
 CT0755
 CT0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CT0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1120 ***********************************************************************
 CT1120  DESIGNATION -  DECAL
 CT1120  PID         -  CT1120
 CT1120  STATE/COUNTY-  TX/CALLAHAN
 CT1120  USGS QUAD   -  ABILENE EAST (1987)
 CT1120
 CT1120                         *CURRENT SURVEY CONTROL
 CT1120  ___________________________________________________________________
 CT1120* NAD 83(1993)-  32 26 08.97079(N)    099 37 45.69216(W)     ADJUSTED  
 CT1120* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 CT1120  ___________________________________________________________________
 CT1120  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 CT1120  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CT1120
 CT1120  HORZ ORDER  -  THIRD
 CT1120
 CT1120.The horizontal coordinates were established by classical geodetic methods
 CT1120.and adjusted by the National Geodetic Survey in February 1996..
 CT1120
 CT1120.The orthometric height was scaled from a topographic map.
 CT1120
 CT1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1120
 CT1120.The geoid height was determined by GEOID03.
 CT1120
 CT1120;                    North         East     Units Scale Factor Converg.
 CT1120;SPC TXNC     - 2,085,863.731   493,800.686   MT  0.99992997   -0 36 57.4
 CT1120;SPC TXNC     - 6,843,371.26  1,620,077.75   sFT  0.99992997   -0 36 57.4
 CT1120;UTM  14      - 3,588,919.583   440,836.087   MT  0.99964316   -0 20 15.2
 CT1120
 CT1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1120!SPC TXNC     -   0.99991799  x   0.99992997  =   0.99984797
 CT1120!UTM  14      -   0.99991799  x   0.99964316  =   0.99956118
 CT1120
 CT1120|---------------------------------------------------------------------|
 CT1120| PID    Reference Object                     Distance      Geod. Az  |
 CT1120|                                                           dddmmss.s |
 CT1120| CX7068 DECAL RM 1                           17.187 METERS 10303     |
 CT1120| CX7067 DECAL AZ MK                                        1291458.9 |
 CT1120| CX7069 DECAL RM 2                            6.995 METERS 27822     |
 CT1120|---------------------------------------------------------------------|
 CT1120
 CT1120                          SUPERSEDED SURVEY CONTROL
 CT1120
 CT1120  NAD 83(1986)-  32 26 08.97656(N)    099 37 45.67944(W) AD(       ) 3
 CT1120  NAD 27      -  32 26 08.52940(N)    099 37 44.38280(W) AD(       ) 3
 CT1120
 CT1120.Superseded values are not recommended for survey control.
 CT1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1120.See file dsdata.txt to determine how the superseded data were derived.
 CT1120
 CT1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4083688920(NAD 83)
 CT1120_MARKER: DS = TRIANGULATION STATION DISK
 CT1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1120
 CT1120  HISTORY     - Date     Condition        Report By
 CT1120  HISTORY     - 1961     MONUMENTED       CGS
 CT1120
 CT1120                          STATION DESCRIPTION
 CT1120
 CT1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1120'THE STATION IS APPROXIMATELY 8 MILES WEST OF CLYDE, 7 MILES
 CT1120'EAST OF THE CENTER OF ABILENE, ON THE SOUTH SIDE OF U.S. HIGHWAY
 CT1120'80, AND ON THE PROPERTY OF MR. MARTIN ROBERTS.
 CT1120'
 CT1120'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CT1120'AND LOOP 322 ON THE EAST SIDE OF ABILENE, GO EAST ON HIGHWAY
 CT1120'80 FOR 3.3 MILES TO A DRIVEWAY TO A PINK COLORED HOUSE ON THE
 CT1120'RIGHT.  (CONTINUE EAST ON HIGHWAY 80 FOR 0.4 MILE TO A GRAVEL
 CT1120'SIDE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON THE GRAVEL
 CT1120'ROAD FOR 0.25 MILE TO A T-INTERSECTION AND THE AZIMUTH MARK
 CT1120'ON THE LEFT.) TURN RIGHT, SOUTHWEST, FOR APPROXIMATELY 150
 CT1120'FEET TO THE STATION.
 CT1120'
 CT1120'STATION MARKS ARE STANDARD DISKS STAMPED DECAL 1961.  THE SURFACE
 CT1120'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 CT1120'SURFACE OF THE GROUND.  IT IS 147 FEET SOUTH OF THE CENTER
 CT1120'LINE OF HIGHWAY 80, 115 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CT1120'OF THE PINK COLORED HOUSE, 62 FEET WEST OF THE SOUTHWEST CORNER
 CT1120'OF A SMALL BUILDING AND 2.5 FEET NORTH OF A FENCE.  THE
 CT1120'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 43
 CT1120'INCHES BELOW THE SURFACE OF THE GROUND.
 CT1120'
 CT1120'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DECAL NO 1 1961,
 CT1120'IS SET IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE
 CT1120'SURFACE OF THE GROUND.  IT IS 12 FEET SOUTH OF THE SOUTHWEST
 CT1120'CORNER OF THE SMALL BUILDING AND 1 FOOT NORTH OF THE FENCE.
 CT1120'
 CT1120'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DECAL NO 2 1961,
 CT1120'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 CT1120'OF THE GROUND.  IT IS 137 FEET SOUTHWEST OF THE SOUTHWEST
 CT1120'CORNER OF THE PINK COLORED HOUSE, 118 FEET SOUTH OF A POWER
 CT1120'POLE AND 1 FOOT NORTH OF THE FENCE.
 CT1120'
 CT1120'AZIMUTH MARK, A STANDARD DISK STAMPED DECAL 1961, IS SET IN A
 CT1120'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 35 FEET
 CT1120'NORTHEAST OF THE CENTER OF THE T-INTERSECTION, 5.5 FEET EAST
 CT1120'OF A FENCE CORNER POST, 2 FEET WEST OF A METAL WITNESS POST AND
 CT1120'1 FOOT SOUTH OF A FENCE.
 CT1120'
 CT1120'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1356 ***********************************************************************
 DN1356  DESIGNATION -  DECATUR BAP JUNIOR COLL CUPOLA
 DN1356  PID         -  DN1356
 DN1356  STATE/COUNTY-  TX/WISE
 DN1356  USGS QUAD   -  DECATUR (1972)
 DN1356
 DN1356                         *CURRENT SURVEY CONTROL
 DN1356  ___________________________________________________________________
 DN1356* NAD 83(1993)-  33 13 22.59946(N)    097 35 12.08249(W)     ADJUSTED  
 DN1356* NAVD 88     -                                                        
 DN1356  ___________________________________________________________________
 DN1356  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 DN1356  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DN1356
 DN1356  HORZ ORDER  -  THIRD
 DN1356
 DN1356.The horizontal coordinates were established by classical geodetic methods
 DN1356.and adjusted by the National Geodetic Survey in February 1996..
 DN1356
 DN1356
 DN1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1356
 DN1356.The geoid height was determined by GEOID03.
 DN1356
 DN1356;                    North         East     Units Scale Factor Converg.
 DN1356;SPC TXNC     - 2,172,945.767   685,124.951   MT  0.99987707   +0 29 53.2
 DN1356;SPC TXNC     - 7,129,072.90  2,247,780.78   sFT  0.99987707   +0 29 53.2
 DN1356;UTM  14      - 3,676,893.068   631,697.907   MT  0.99981384   +0 46 28.1
 DN1356
 DN1356                          SUPERSEDED SURVEY CONTROL
 DN1356
 DN1356  NAD 83(1993)-  33 13 22.60053(N)    097 35 12.07329(W) AD(       ) 4
 DN1356  NAD 83(1986)-  33 13 22.60343(N)    097 35 12.06820(W) AD(       ) 4
 DN1356  NAD 27      -  33 13 22.19200(N)    097 35 10.97100(W) AD(       ) 3
 DN1356
 DN1356.Superseded values are not recommended for survey control.
 DN1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1356.See file dsdata.txt to determine how the superseded data were derived.
 DN1356
 DN1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3169876893(NAD 83)
 DN1356_MARKER: 86 = CUPOLA
 DN1356
 DN1356  HISTORY     - Date     Condition        Report By
 DN1356  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1356  HISTORY     - 1949     GOOD             CGS
 DN1356  HISTORY     - 19970927 GOOD             USPSQD
 DN1356
 DN1356                          STATION DESCRIPTION
 DN1356
 DN1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1356'THIS INTERSECTION STATION IS THE CUPOLA ON THE FRONT OF THE
 DN1356'ADMINISTRATION BUILDING AT THE BAPTIST JUNIOR COLLEGE, IN THE
 DN1356'TOWN OF DECATUR, TEXAS.  IT IS ABOUT 145 FEET S OF THE CENTER
 DN1356'LINE OF CHARLES STREET, ABOUT 160 FEET S OF THE END AND IN
 DN1356'LINE OF THE CONTINUATION OF SOUTH TRINITY STREET.  THE COLLEGE
 DN1356'SETS ON A HIGH KNOLL.  THE CUPOLA WAS ERECTED IN 1897, AND
 DN1356'IS VERY PROMINENT FROM ALL DIRECTIONS.  THE CUPOLA IS ON A
 DN1356'STONE BUILDING ABOUT 80 FEET HIGH.  THE STONE CUPOLA IS ABOUT
 DN1356'25 FEET HIGH.  IT HAS A LARGE RAILED ARCHED OPENING ON EACH
 DN1356'SIDE AND A LEDGE AROUND THE TOP.  THERE IS A LARGE ORNAMENT
 DN1356'AT THE NW CORNER WHICH RESEMBLES TWO CONES SET BASE UPON
 DN1356'BASE AND WITH A BALL AT THE APEX OF BOTH.  THE GREY
 DN1356'SHINGLED, FOUR-SIDED ROOF IS ABOUT 10 FEET HIGH AND HAS A
 DN1356'FINIAL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 115 FEET.
 DN1356
 DN1356                          STATION RECOVERY (1949)
 DN1356
 DN1356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DN1356'CUPOLA STILL STANDS IN GOOD CONDITION, AND THE STATION WAS
 DN1356'RECOVERED AS DESCRIBED.
 DN1356
 DN1356                          STATION RECOVERY (1997)
 DN1356
 DN1356'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7139 ***********************************************************************
 DH7139  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7139  DESIGNATION -  DECATUR CORS ARP
 DH7139  CORS_ID     -  TXDC
 DH7139  PID         -  DH7139
 DH7139  STATE/COUNTY-  TX/WISE
 DH7139  USGS QUAD   -  DECATUR (1972)
 DH7139
 DH7139                         *CURRENT SURVEY CONTROL
 DH7139  ___________________________________________________________________
 DH7139* NAD 83(CORS)-  33 14 10.38266(N)    097 36 31.18615(W)     ADJUSTED  
 DH7139* NAVD 88     -                                                        
 DH7139  ___________________________________________________________________
 DH7139  EPOCH DATE  -        2002.00
 DH7139  X           -    -707,099.128 (meters)                     COMP
 DH7139  Y           -  -5,293,356.385 (meters)                     COMP
 DH7139  Z           -   3,476,041.266 (meters)                     COMP
 DH7139  ELLIP HEIGHT-         256.45  (meters)          (11/??/05) GPS OBS
 DH7139  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DH7139
 DH7139  HORZ ORDER  -  SPECIAL (CORS)
 DH7139  ELLP ORDER  -  SPECIAL (CORS)
 DH7139
 DH7139.ITRF positions are available for this station.
 DH7139.The coordinates were established by GPS observations
 DH7139.and adjusted by the National Geodetic Survey in November 2005..
 DH7139.The coordinates are valid at the epoch date displayed above.
 DH7139.The epoch date for horizontal control is a decimal equivalence
 DH7139.of Year/Month/Day.
 DH7139
 DH7139
 DH7139.The PID for the CORS L1 Phase Center is DH7140.
 DH7139
 DH7139.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7139
 DH7139.The ellipsoidal height was determined by GPS observations
 DH7139.and is referenced to NAD 83.
 DH7139
 DH7139.The geoid height was determined by GEOID03.
 DH7139
 DH7139;                    North         East     Units Scale Factor Converg.
 DH7139;SPC TXNC     - 2,174,400.045   683,064.500   MT  0.99987779   +0 29 10.1
 DH7139;SPC TXNC     - 7,133,844.15  2,241,020.78   sFT  0.99987779   +0 29 10.1
 DH7139
 DH7139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7139!SPC TXNC     -   0.99995974  x   0.99987779  =   0.99983753
 DH7139
 DH7139                          SUPERSEDED SURVEY CONTROL
 DH7139
 DH7139.No superseded survey control is available for this station.
 DH7139
 DH7139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2963178337(NAD 83)
 DH7139_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7139
 DH7139                          STATION DESCRIPTION
 DH7139
 DH7139'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7139'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7139'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7139'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7139'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7139'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7140 ***********************************************************************
 DH7140  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7140  DESIGNATION -  DECATUR CORS L1 PHASE CENTER
 DH7140  CORS_ID     -  TXDC
 DH7140  PID         -  DH7140
 DH7140  STATE/COUNTY-  TX/WISE
 DH7140  USGS QUAD   -  DECATUR (1972)
 DH7140
 DH7140                         *CURRENT SURVEY CONTROL
 DH7140  ___________________________________________________________________
 DH7140* NAD 83(CORS)-  33 14 10.38267(N)    097 36 31.18613(W)     ADJUSTED  
 DH7140* NAVD 88     -                                                        
 DH7140  ___________________________________________________________________
 DH7140  EPOCH DATE  -        2002.00
 DH7140  X           -    -707,099.136 (meters)                     COMP
 DH7140  Y           -  -5,293,356.443 (meters)                     COMP
 DH7140  Z           -   3,476,041.305 (meters)                     COMP
 DH7140  ELLIP HEIGHT-         256.52  (meters)          (11/??/05) GPS OBS
 DH7140  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DH7140
 DH7140  HORZ ORDER  -  SPECIAL (CORS)
 DH7140  ELLP ORDER  -  SPECIAL (CORS)
 DH7140
 DH7140.ITRF positions are available for this station.
 DH7140.The coordinates were established by GPS observations
 DH7140.and adjusted by the National Geodetic Survey in November 2005..
 DH7140.The coordinates are valid at the epoch date displayed above.
 DH7140.The epoch date for horizontal control is a decimal equivalence
 DH7140.of Year/Month/Day.
 DH7140
 DH7140
 DH7140.The PID for the CORS ARP is DH7139.
 DH7140
 DH7140.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7140
 DH7140.The ellipsoidal height was determined by GPS observations
 DH7140.and is referenced to NAD 83.
 DH7140
 DH7140.The geoid height was determined by GEOID03.
 DH7140
 DH7140;                    North         East     Units Scale Factor Converg.
 DH7140;SPC TXNC     - 2,174,400.045   683,064.501   MT  0.99987779   +0 29 10.1
 DH7140;SPC TXNC     - 7,133,844.15  2,241,020.78   sFT  0.99987779   +0 29 10.1
 DH7140
 DH7140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7140!SPC TXNC     -   0.99995973  x   0.99987779  =   0.99983752
 DH7140
 DH7140                          SUPERSEDED SURVEY CONTROL
 DH7140
 DH7140.No superseded survey control is available for this station.
 DH7140
 DH7140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2963178337(NAD 83)
 DH7140_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7140
 DH7140                          STATION DESCRIPTION
 DH7140
 DH7140'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7140'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7140'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7140'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7140'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7140'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0767 ***********************************************************************
 DN0767  DESIGNATION -  DECATUR MAGNETIC AZ MK
 DN0767  PID         -  DN0767
 DN0767  STATE/COUNTY-  TX/WISE
 DN0767  USGS QUAD   -  PECAN CREEK (1978)
 DN0767
 DN0767                         *CURRENT SURVEY CONTROL
 DN0767  ___________________________________________________________________
 DN0767* NAD 83(1986)-  33 15 16.     (N)    097 34 42.     (W)     SCALED    
 DN0767* NAVD 88     -       319.090  (meters)    1046.88   (feet)  ADJUSTED  
 DN0767  ___________________________________________________________________
 DN0767  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DN0767  DYNAMIC HT  -         318.721 (meters)    1045.67  (feet)  COMP
 DN0767  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 DN0767
 DN0767  VERT ORDER  -  FIRST     CLASS II
 DN0767
 DN0767.The horizontal coordinates were scaled from a topographic map and have
 DN0767.an estimated accuracy of +/- 6 seconds.
 DN0767
 DN0767.The orthometric height was determined by differential leveling
 DN0767.and adjusted by the National Geodetic Survey in June 1991..
 DN0767
 DN0767.The geoid height was determined by GEOID03.
 DN0767
 DN0767.The dynamic height is computed by dividing the NAVD 88
 DN0767.geopotential number by the normal gravity value computed on the
 DN0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0767.degrees latitude (g = 980.6199 gals.).
 DN0767
 DN0767.The modeled gravity was interpolated from observed gravity values.
 DN0767
 DN0767;                    North         East    Units  Estimated Accuracy
 DN0767;SPC TXNC     - 2,176,450.      685,870.      MT  (+/- 180 meters Scaled)
 DN0767
 DN0767                          SUPERSEDED SURVEY CONTROL
 DN0767
 DN0767  NGVD 29 (??/??/92)  319.01   (m)         1046.6    (f) COMPUTED    1 2
 DN0767
 DN0767.Superseded values are not recommended for survey control.
 DN0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0767.See file dsdata.txt to determine how the superseded data were derived.
 DN0767
 DN0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB324803(NAD 83)
 DN0767_MARKER: DZ = AZIMUTH MARK DISK
 DN0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0767_STAMPING: DECATUR MAGNETIC 1935 AZIMUTH
 DN0767_MARK LOGO: CGS   
 DN0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0767+STABILITY: SURFACE MOTION
 DN0767
 DN0767  HISTORY     - Date     Condition        Report By
 DN0767  HISTORY     - 1935     MONUMENTED       CGS
 DN0767  HISTORY     - 1952     GOOD             NGS
 DN0767  HISTORY     - 1984     GOOD             NGS
 DN0767
 DN0767                          STATION DESCRIPTION
 DN0767
 DN0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0767'1.55 MI NE FROM DECATUR.
 DN0767'0.7 MILE NORTH ALONG NORTH MILLER STREET FROM THE CITY ICE PLANT AT
 DN0767'DECATUR, THENCE 0.85 MILE NORTHEAST ALONG A ROCK ROAD LEADING TO OAK
 DN0767'LAWN CEMETERY, 0.25 MILE SOUTHWEST OF THE SOUTH GATE OF THE CEMTERY,
 DN0767'32 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 0.6 FOOT SOUTHEAST
 DN0767'OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 DN0767'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, 0.4 MILE
 DN0767'SOUTHWEST OF TRIANGULATION STATION DECATUR MAGNETIC 1935.
 DN0767
 DN0767                          STATION RECOVERY (1984)
 DN0767
 DN0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0767'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0769 ***********************************************************************
 DN0769  DESIGNATION -  DECATUR MAGNETIC RM 1
 DN0769  PID         -  DN0769
 DN0769  STATE/COUNTY-  TX/WISE
 DN0769  USGS QUAD   -  PECAN CREEK (1978)
 DN0769
 DN0769                         *CURRENT SURVEY CONTROL
 DN0769  ___________________________________________________________________
 DN0769* NAD 83(1986)-  33 15 29.     (N)    097 34 26.     (W)     SCALED    
 DN0769* NAVD 88     -       306.570  (meters)    1005.81   (feet)  ADJUSTED  
 DN0769  ___________________________________________________________________
 DN0769  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DN0769  DYNAMIC HT  -         306.216 (meters)    1004.64  (feet)  COMP
 DN0769  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 DN0769
 DN0769  VERT ORDER  -  FIRST     CLASS II
 DN0769
 DN0769.The horizontal coordinates were scaled from a topographic map and have
 DN0769.an estimated accuracy of +/- 6 seconds.
 DN0769
 DN0769.The orthometric height was determined by differential leveling
 DN0769.and adjusted by the National Geodetic Survey in June 1991..
 DN0769
 DN0769.The geoid height was determined by GEOID03.
 DN0769
 DN0769.The dynamic height is computed by dividing the NAVD 88
 DN0769.geopotential number by the normal gravity value computed on the
 DN0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0769.degrees latitude (g = 980.6199 gals.).
 DN0769
 DN0769.The modeled gravity was interpolated from observed gravity values.
 DN0769
 DN0769;                    North         East    Units  Estimated Accuracy
 DN0769;SPC TXNC     - 2,176,850.      686,280.      MT  (+/- 180 meters Scaled)
 DN0769
 DN0769                          SUPERSEDED SURVEY CONTROL
 DN0769
 DN0769  NGVD 29 (??/??/92)  306.494  (m)         1005.56   (f) ADJ UNCH    1 2
 DN0769
 DN0769.Superseded values are not recommended for survey control.
 DN0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0769.See file dsdata.txt to determine how the superseded data were derived.
 DN0769
 DN0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB328808(NAD 83)
 DN0769_MARKER: DR = REFERENCE MARK DISK
 DN0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0769_STAMPING: DECATUR MAGNETIC NO 1 1935
 DN0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0769+STABILITY: SURFACE MOTION
 DN0769
 DN0769  HISTORY     - Date     Condition        Report By
 DN0769  HISTORY     - 1935     MONUMENTED       CGS
 DN0769  HISTORY     - 1952     GOOD             NGS
 DN0769  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0769
 DN0769                          STATION DESCRIPTION
 DN0769
 DN0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0769'2.0 MI NE FROM DECATUR.
 DN0769'0.7 MILE NORTH ALONG NORTH MILLER STREET FROM THE CITY ICE PLANT AT
 DN0769'DECATUR, THENCE 1.3 MILES NORTHEAST ALONG A ROCK ROAD LEADING TO OAK
 DN0769'LAWN CEMETERY, AT ABOUT THE CENTER OF THE CEMETERY, 41.7 FEET
 DN0769'SOUTHWEST OF TRIANGULATION STATION DECATUR MAGNETIC 1935, 16 FEET WEST
 DN0769'OF THE CENTER LINE OF THE FIRST STREET WEST OF THE WATER TANK AND PUMP
 DN0769'HOUSE, 37 FEET WEST OF THE SIMMONS MONUMENT, SET IN THE TOP OF A
 DN0769'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 DN0769
 DN0769                          STATION RECOVERY (1984)
 DN0769
 DN0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0770 ***********************************************************************
 DN0770  DESIGNATION -  DECATUR MAGNETIC RM 2
 DN0770  PID         -  DN0770
 DN0770  STATE/COUNTY-  TX/WISE
 DN0770  USGS QUAD   -  PECAN CREEK (1978)
 DN0770
 DN0770                         *CURRENT SURVEY CONTROL
 DN0770  ___________________________________________________________________
 DN0770* NAD 83(1986)-  33 15 29.     (N)    097 34 26.     (W)     SCALED    
 DN0770* NAVD 88     -       305.824  (meters)    1003.36   (feet)  ADJUSTED  
 DN0770  ___________________________________________________________________
 DN0770  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DN0770  DYNAMIC HT  -         305.471 (meters)    1002.20  (feet)  COMP
 DN0770  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 DN0770
 DN0770  VERT ORDER  -  FIRST     CLASS II
 DN0770
 DN0770.The horizontal coordinates were scaled from a topographic map and have
 DN0770.an estimated accuracy of +/- 6 seconds.
 DN0770
 DN0770.The orthometric height was determined by differential leveling
 DN0770.and adjusted by the National Geodetic Survey in June 1991..
 DN0770
 DN0770.The geoid height was determined by GEOID03.
 DN0770
 DN0770.The dynamic height is computed by dividing the NAVD 88
 DN0770.geopotential number by the normal gravity value computed on the
 DN0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0770.degrees latitude (g = 980.6199 gals.).
 DN0770
 DN0770.The modeled gravity was interpolated from observed gravity values.
 DN0770
 DN0770;                    North         East    Units  Estimated Accuracy
 DN0770;SPC TXNC     - 2,176,850.      686,280.      MT  (+/- 180 meters Scaled)
 DN0770
 DN0770                          SUPERSEDED SURVEY CONTROL
 DN0770
 DN0770  NGVD 29 (??/??/92)  305.747  (m)         1003.10   (f) ADJ UNCH    1 2
 DN0770
 DN0770.Superseded values are not recommended for survey control.
 DN0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0770.See file dsdata.txt to determine how the superseded data were derived.
 DN0770
 DN0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB328808(NAD 83)
 DN0770_MARKER: DR = REFERENCE MARK DISK
 DN0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0770_STAMPING: DECATUR MAGNETIC NO 2 1935
 DN0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0770+STABILITY: SURFACE MOTION
 DN0770
 DN0770  HISTORY     - Date     Condition        Report By
 DN0770  HISTORY     - 1935     MONUMENTED       CGS
 DN0770  HISTORY     - 1952     GOOD             NGS
 DN0770  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0770
 DN0770                          STATION DESCRIPTION
 DN0770
 DN0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0770'2.0 MI NE FROM DECATUR.
 DN0770'0.7 MILE NORTH ALONG NORTH MILLER STREET FROM THE CITY ICE PLANT AT
 DN0770'DECATUR, THENCE 1.3 MILES NORTHEAST ALONG A ROCK ROAD LEADING TO THE
 DN0770'OAK LAWN CEMETERY, AT ABOUT THE CENTER OF THE CEMETERY, 68.8 FEET
 DN0770'SOUTHWEST OF THE SOUTHWEST CORNER OF THE WATER TANK, 47.3 FEET
 DN0770'NORTHWEST OF TRIANGULATION STATION DECATUR MAGNETIC 1935, 15 FEET WEST
 DN0770'OF THE CENTER LINE OF THE FIRST STREET WEST OF THE WATER TANK AND PUMP
 DN0770'HOUSE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 DN0770'GROUND.
 DN0770
 DN0770                          STATION RECOVERY (1984)
 DN0770
 DN0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1359 ***********************************************************************
 DN1359  DESIGNATION -  DECATUR MUNICIPAL TANK
 DN1359  PID         -  DN1359
 DN1359  STATE/COUNTY-  TX/WISE
 DN1359  USGS QUAD   -  DECATUR (1972)
 DN1359
 DN1359                         *CURRENT SURVEY CONTROL
 DN1359  ___________________________________________________________________
 DN1359* NAD 83(1993)-  33 14 05.90611(N)    097 35 15.70158(W)     ADJUSTED  
 DN1359* NAVD 88     -                                                        
 DN1359  ___________________________________________________________________
 DN1359  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DN1359  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DN1359
 DN1359  HORZ ORDER  -  THIRD
 DN1359
 DN1359.The horizontal coordinates were established by classical geodetic methods
 DN1359.and adjusted by the National Geodetic Survey in February 1996..
 DN1359
 DN1359
 DN1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1359
 DN1359.The geoid height was determined by GEOID03.
 DN1359
 DN1359;                    North         East     Units Scale Factor Converg.
 DN1359;SPC TXNC     - 2,174,278.927   685,019.670   MT  0.99987772   +0 29 51.2
 DN1359;SPC TXNC     - 7,133,446.78  2,247,435.37   sFT  0.99987772   +0 29 51.2
 DN1359;UTM  14      - 3,678,225.619   631,586.201   MT  0.99981348   +0 46 27.0
 DN1359
 DN1359                          SUPERSEDED SURVEY CONTROL
 DN1359
 DN1359  NAD 83(1993)-  33 14 05.90716(N)    097 35 15.69340(W) AD(       ) 4
 DN1359  NAD 83(1986)-  33 14 05.91011(N)    097 35 15.68732(W) AD(       ) 4
 DN1359  NAD 27      -  33 14 05.49200(N)    097 35 14.58400(W) AD(       ) 3
 DN1359
 DN1359.Superseded values are not recommended for survey control.
 DN1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1359.See file dsdata.txt to determine how the superseded data were derived.
 DN1359
 DN1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3158678226(NAD 83)
 DN1359_MARKER: 53 = ELEVATED TANK
 DN1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1359+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 DN1359
 DN1359  HISTORY     - Date     Condition        Report By
 DN1359  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1359  HISTORY     - 1946     GOOD             CGS
 DN1359  HISTORY     - 1955     GOOD             CGS
 DN1359  HISTORY     - 1960     GOOD             CGS
 DN1359  HISTORY     - 19970927 GOOD             USPSQD
 DN1359  HISTORY     - 20040805 GOOD             USPSQD
 DN1359
 DN1359                          STATION DESCRIPTION
 DN1359
 DN1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1359'STATION IS THE MUNICIPAL TANK IN THE TOWN OF DECATUR, TEXAS.
 DN1359'IT IS ABOUT 60 FEET N OF THE CENTER LINE OF WALNUT STREET
 DN1359'AND ABOUT 170 FEET WNW OF THE CENTER LINE OF STATE STREET.
 DN1359'IT WAS ERECTED IN 1907 AND IS VERY PROMINENT.
 DN1359'
 DN1359'THE ENTIRE TANK IS BLACK IN COLOR.  IT HAS 4 TRUSSWORK LEGS
 DN1359'ABOUT 100 FEET HIGH.  THE OVAL SECTION IS ABOUT 15 FEET.  THE
 DN1359'VERTICAL SECTION IS ABOUT 25 FEET HIGH, HAS A CATWALK AND RAIL
 DN1359'AROUND ITS BASE, AND THE WORD DECATUR PAINTED IN WHITE ON
 DN1359'THE E AND W SIDES.  THE CONICAL ROOF IS ABOUT 5 FEET HIGH
 DN1359'AND HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 130 FEET.
 DN1359
 DN1359                          STATION RECOVERY (1946)
 DN1359
 DN1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCP)
 DN1359'THIS TANK IS LOCATED IN THE TOWN OF DECATUR.  IT IS OF STEEL
 DN1359'CONSTRUCTION, PAINTED BLACK, MOUNTED ON FOUR LEGS OF STEEL
 DN1359'CONSTRUCTION WHICH ARE SPACED APPROXIMATELY 16 FEET APART.
 DN1359'THE TANK IS ABOUT 60 FEET HIGH AND LOCATED 100 FEET W OF THE
 DN1359'APPROXIMATE CENTER LINE OF ROUTES 81 AND 287.  IT IS 100 FEET
 DN1359'W OF THE SE CORNER OF THE TOWN SQUARE, IN A VACANT LOT.
 DN1359
 DN1359                          STATION RECOVERY (1955)
 DN1359
 DN1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1359'THE STATION IS LOCATED IN THE CENTER OF TOWN JUST WEST OF THE
 DN1359'COURTHOUSE SQUARE IN DECATUR.  THE TANK HAS A CONICAL SHAPED
 DN1359'ROOF WITH A BALL AT THE APEX OF THE ROOF AND IS SUPPORTED BY
 DN1359'A 4-LEGGED STEEL STRUCTURE.  IT HAS AN OVERALL HEIGHT OF 120
 DN1359'FEET.
 DN1359'
 DN1359'THE POINT OBSERVED WAS THE BALL AT THE APEX OF THE ROOF OF
 DN1359'TANK.
 DN1359'
 DN1359'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 DN1359
 DN1359                          STATION RECOVERY (1960)
 DN1359
 DN1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1359'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1359'
 DN1359'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1359
 DN1359                          STATION RECOVERY (1997)
 DN1359
 DN1359'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1359'RECOVERED IN GOOD CONDITION.
 DN1359
 DN1359                          STATION RECOVERY (2004)
 DN1359
 DN1359'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DN1359'RECOVERED AS DESCRIBED. THE TANK IS PAINTED SILVER WITH BLACK LETTERS.
 DN1359' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1358 ***********************************************************************
 DN1358  DESIGNATION -  DECATUR WAGGONER ESTATE CUPOLA
 DN1358  PID         -  DN1358
 DN1358  STATE/COUNTY-  TX/WISE
 DN1358  USGS QUAD   -  DECATUR (1972)
 DN1358
 DN1358                         *CURRENT SURVEY CONTROL
 DN1358  ___________________________________________________________________
 DN1358* NAD 83(1993)-  33 14 03.56005(N)    097 34 38.24206(W)     ADJUSTED  
 DN1358* NAVD 88     -                                                        
 DN1358  ___________________________________________________________________
 DN1358  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 DN1358  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DN1358
 DN1358  HORZ ORDER  -  THIRD
 DN1358
 DN1358.The horizontal coordinates were established by classical geodetic methods
 DN1358.and adjusted by the National Geodetic Survey in February 1996..
 DN1358
 DN1358
 DN1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1358
 DN1358.The geoid height was determined by GEOID03.
 DN1358
 DN1358;                    North         East     Units Scale Factor Converg.
 DN1358;SPC TXNC     - 2,174,215.131   685,989.983   MT  0.99987769   +0 30 11.7
 DN1358;SPC TXNC     - 7,133,237.48  2,250,618.80   sFT  0.99987769   +0 30 11.7
 DN1358;UTM  14      - 3,678,166.511   632,556.751   MT  0.99981664   +0 46 47.5
 DN1358
 DN1358                          SUPERSEDED SURVEY CONTROL
 DN1358
 DN1358  NAD 83(1993)-  33 14 03.56094(N)    097 34 38.23361(W) AD(       ) 4
 DN1358  NAD 83(1986)-  33 14 03.56406(N)    097 34 38.22784(W) AD(       ) 4
 DN1358  NAD 27      -  33 14 03.15200(N)    097 34 37.13200(W) AD(       ) 3
 DN1358
 DN1358.Superseded values are not recommended for survey control.
 DN1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1358.See file dsdata.txt to determine how the superseded data were derived.
 DN1358
 DN1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3255778167(NAD 83)
 DN1358_MARKER: 86 = CUPOLA
 DN1358
 DN1358  HISTORY     - Date     Condition        Report By
 DN1358  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1358  HISTORY     - 1949     GOOD             CGS
 DN1358  HISTORY     - 19970927 GOOD             USPSQD
 DN1358
 DN1358                          STATION DESCRIPTION
 DN1358
 DN1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1358'THIS INTERSECTION STATION IS THE CUPOLA ON THE W END OF THE
 DN1358'HOUSE OF THE W.T. WAGGONER ESTATE, IN THE TOWN OF DECATUR,
 DN1358'TEXAS.  IT IS ABOUT 0.35 MILE E OF THE SE CORNER OF THE SQUARE,
 DN1358'ABOUT 0.1 MILE E OF U.S. HIGHWAY 80, AND ABOUT 140 FEET N
 DN1358'OF THE CENTER LINE OF THE DRIVE.  THE HOUSE SETS ON A HIGH
 DN1358'KNOLL, AND THE CUPOLA IS VERY PROMINENT IN ALL DIRECTIONS.
 DN1358'IT WAS ERECTED IN 1899.  THE BASE OF THE CUPOLA IS A SQUARE
 DN1358'STONE TOWER AT THE W END OF THE MAIN SECTION OF THE HOUSE.  THIS
 DN1358'TOWER IS ABOUT 60 FEET HIGH, AND HAS A PROJECTING GABLE
 DN1358'ON EACH SIDE AT THE TOP.  THE CUPOLA IS A SMALLER GREY
 DN1358'FELT SHINGLED STRUCTURE, ABOUT 10 FEET HIGH, AND WITH A
 DN1358'SMALL DORMER WINDOW ON EACH SIDE.  IT IS FOUR-SIDED,
 DN1358'PYRAMIDAL IN SHAPE, AND HAS A FINIAL ON WHICH THERE IS
 DN1358'A BALL AND ARROW, AND A SPREAD EAGLE AT ITS APEX.  THE TOTAL
 DN1358'HEIGHT IS ABOUT 75 FEET.
 DN1358
 DN1358                          STATION RECOVERY (1949)
 DN1358
 DN1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DN1358'THE OLD WAGGONER ESTATE RANCHHOUSE STILL STANDS IN GOOD
 DN1358'CONDITION, AND THE STATION WAS RECOVERED AS DESCRIBED.
 DN1358
 DN1358                          STATION RECOVERY (1997)
 DN1358
 DN1358'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1355 ***********************************************************************
 DN1355  DESIGNATION -  DECATUR WISE CO CTHSE CUPOLA
 DN1355  PID         -  DN1355
 DN1355  STATE/COUNTY-  TX/WISE
 DN1355  USGS QUAD   -  DECATUR (1972)
 DN1355
 DN1355                         *CURRENT SURVEY CONTROL
 DN1355  ___________________________________________________________________
 DN1355* NAD 83(1993)-  33 14 03.94323(N)    097 35 12.93360(W)     ADJUSTED  
 DN1355* NAVD 88     -                                                        
 DN1355  ___________________________________________________________________
 DN1355  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DN1355  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DN1355
 DN1355  HORZ ORDER  -  THIRD
 DN1355
 DN1355.The horizontal coordinates were established by classical geodetic methods
 DN1355.and adjusted by the National Geodetic Survey in February 1996..
 DN1355
 DN1355
 DN1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1355
 DN1355.The geoid height was determined by GEOID03.
 DN1355
 DN1355;                    North         East     Units Scale Factor Converg.
 DN1355;SPC TXNC     - 2,174,219.087   685,091.847   MT  0.99987769   +0 29 52.7
 DN1355;SPC TXNC     - 7,133,250.45  2,247,672.17   sFT  0.99987769   +0 29 52.7
 DN1355;UTM  14      - 3,678,166.132   631,658.662   MT  0.99981372   +0 46 28.4
 DN1355
 DN1355                          SUPERSEDED SURVEY CONTROL
 DN1355
 DN1355  NAD 83(1993)-  33 14 03.94404(N)    097 35 12.92497(W) AD(       ) 4
 DN1355  NAD 83(1986)-  33 14 03.94716(N)    097 35 12.91937(W) AD(       ) 4
 DN1355  NAD 27      -  33 14 03.52300(N)    097 35 11.81600(W) AD(       ) 3
 DN1355
 DN1355.Superseded values are not recommended for survey control.
 DN1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1355.See file dsdata.txt to determine how the superseded data were derived.
 DN1355
 DN1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3165978166(NAD 83)
 DN1355_MARKER: 55 = TOWER
 DN1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1355+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 DN1355
 DN1355  HISTORY     - Date     Condition        Report By
 DN1355  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1355  HISTORY     - 1940     GOOD             CGS
 DN1355  HISTORY     - 1946     GOOD             CGS
 DN1355  HISTORY     - 1949     GOOD             CGS
 DN1355  HISTORY     - 1955     GOOD             TXHD
 DN1355  HISTORY     - 19970927 GOOD             USPSQD
 DN1355  HISTORY     - 20040806 GOOD             USPSQD
 DN1355
 DN1355                          STATION DESCRIPTION
 DN1355
 DN1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1355'STATION IS THE TOWER ON THE CENTER OF THE WISE COUNTY COURTHOUSE,
 DN1355'IN THE TOWN OF DECATUR, TEXAS.  THE COURTHOUSE SETS IN THE
 DN1355'CENTER OF THE SQUARE AND IS A LARGE GREY STONE BUILDING.
 DN1355'THE TOWER IS ABOUT 60 FEET S OF THE CENTER LINE OF WALNUT
 DN1355'STREET AND ABOUT 70 FEET E OF THE CENTER LINE OF TRINITY STREET.
 DN1355'THE BUILDING WAS ERECTED IN 1895 AND THE TOWER IS VERY
 DN1355'PROMINENT.
 DN1355'
 DN1355'THE BUILDING IS ABOUT 50 FEET HIGH.  THE TOWER RESTS ON A
 DN1355'ROUND RAILED BASE ABOUT 8 FEET HIGH.  THE TOWER IS SQUARE,
 DN1355'ABOUT 25 FEET HIGH, AND HAS THREE TALL NARROW GOTHIC OPENINGS
 DN1355'ON EACH SIDE, WITH A WHITE CLOCK DIAL ON EACH SIDE OF THE
 DN1355'TOWER SET ACROSS THE OPENINGS.  ABOVE THIS THERE IS A SMALLER
 DN1355'CUPOLA ABOUT 10 FEET HIGH, WITH 3 SMALL ARCHED OPENINGS ON EACH
 DN1355'SIDE AND SMALL FOUR-PILLARED BALCONIES AT EACH CORNER.  THE
 DN1355'FOUR-SIDED BLACK PYRAMIDAL ROOF IS ABOUT 10 FEET HIGH.  EACH
 DN1355'SIDE HAS A SMALL TRIANGULAR GABLE WITH AN ARCHED OPENING.
 DN1355'THERE IS A 5-FOOT FLAGSTAFF AT THE APEX OF THE ROOF.  THE
 DN1355'TOTAL HEIGHT IS ABOUT 85 FEET.
 DN1355
 DN1355                          STATION RECOVERY (1940)
 DN1355
 DN1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DW)
 DN1355'RECOVERED.
 DN1355
 DN1355                          STATION RECOVERY (1946)
 DN1355
 DN1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCP)
 DN1355'COURTHOUSE IS CONSTRUCTED OF RED CUT STONE, ABOUT THREE STORIES
 DN1355'HIGH, LOCATED IN THE TOWN SQUARE IN THE TOWN OF DECATUR, WISE
 DN1355'COUNTY.  THE CUPOLA IS BUILT OF CUT STONE AND HAS A CLOCK MOUNTED
 DN1355'IN IT.
 DN1355'
 DN1355'THE POINT INTERSECTED WAS THE CUPOLA, WHICH IS THE HIGHEST POINT
 DN1355'OF THE BUILDING.
 DN1355
 DN1355                          STATION RECOVERY (1949)
 DN1355
 DN1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DN1355'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1355
 DN1355                          STATION RECOVERY (1955)
 DN1355
 DN1355'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1355'STATION RECOVERED.
 DN1355
 DN1355                          STATION RECOVERY (1997)
 DN1355
 DN1355'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1355'RECOVERED IN GOOD CONDITION.
 DN1355
 DN1355                          STATION RECOVERY (2004)
 DN1355
 DN1355'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DN1355'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0920 ***********************************************************************
 DO0920  DESIGNATION -  DECKER ET
 DO0920  PID         -  DO0920
 DO0920  STATE/COUNTY-  TX/KNOX
 DO0920  USGS QUAD   -  HEFNER (1967)
 DO0920
 DO0920                         *CURRENT SURVEY CONTROL
 DO0920  ___________________________________________________________________
 DO0920* NAD 83(1993)-  33 31 06.11297(N)    099 32 33.63927(W)     ADJUSTED  
 DO0920* NAVD 88     -       449.1    (meters)    1473.     (feet)  VERTCON   
 DO0920  ___________________________________________________________________
 DO0920  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 DO0920  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DO0920
 DO0920  HORZ ORDER  -  SECOND
 DO0920
 DO0920.The horizontal coordinates were established by classical geodetic methods
 DO0920.and adjusted by the National Geodetic Survey in February 1996..
 DO0920
 DO0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0920
 DO0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0920
 DO0920.The geoid height was determined by GEOID03.
 DO0920
 DO0920;                    North         East     Units Scale Factor Converg.
 DO0920;SPC TXNC     - 2,205,818.168   503,142.936   MT  0.99990570   -0 34 07.2
 DO0920;SPC TXNC     - 7,236,921.77  1,650,728.12   sFT  0.99990570   -0 34 07.2
 DO0920;UTM  14      - 3,708,887.096   449,603.540   MT  0.99963131   -0 17 58.8
 DO0920
 DO0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0920!SPC TXNC     -   0.99993392  x   0.99990570  =   0.99983963
 DO0920!UTM  14      -   0.99993392  x   0.99963131  =   0.99956525
 DO0920
 DO0920:                Primary Azimuth Mark                     Grid Az
 DO0920:SPC TXNC     -  GOREE ET                                 183 56 56.2
 DO0920:UTM  14      -  GOREE ET                                 183 40 47.8
 DO0920
 DO0920|---------------------------------------------------------------------|
 DO0920| PID    Reference Object                     Distance      Geod. Az  |
 DO0920|                                                           dddmmss.s |
 DO0920| DO0872 GOREE ET                            APPROX. 6.4 KM 1832249.0 |
 DO0920| CX7070 DECKER ET RM 1                       11.934 METERS 18439     |
 DO0920| DO0873 MUNDAY GTE MICROWAVE                APPROX. 9.6 KM 2175300.2 |
 DO0920| DO0870 MUNDAY TOWER                        APPROX.10.7 KM 2232612.9 |
 DO0920| DO0881 MUNDAY CABLE TV MAST                APPROX.12.0 KM 2243801.7 |
 DO0920| CX7071 DECKER ET RM 2                       23.829 METERS 26208     |
 DO0920| DO0921 B K ELECTRIC RADIO TOWER            APPROX.12.4 KM 3264209.9 |
 DO0920|---------------------------------------------------------------------|
 DO0920
 DO0920                          SUPERSEDED SURVEY CONTROL
 DO0920
 DO0920  NAD 83(1993)-  33 31 06.11505(N)    099 32 33.63947(W) AD(       ) 2
 DO0920  NAD 83(1986)-  33 31 06.11978(N)    099 32 33.63082(W) AD(       ) 2
 DO0920  NAD 27      -  33 31 05.77780(N)    099 32 32.32983(W) AD(       ) 2
 DO0920  NGVD 29 (07/19/86)  449.0    (m)         1473.     (f) VERT ANG       
 DO0920
 DO0920.Superseded values are not recommended for survey control.
 DO0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0920.See file dsdata.txt to determine how the superseded data were derived.
 DO0920
 DO0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4960408887(NAD 83)
 DO0920_MARKER: DD = SURVEY DISK
 DO0920_SETTING: 0 = UNSPECIFIED SETTING
 DO0920
 DO0920  HISTORY     - Date     Condition        Report By
 DO0920  HISTORY     - 1966     MONUMENTED       USGS
 DO0920
 DO0920                          STATION DESCRIPTION
 DO0920
 DO0920'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DO0920'THE STATION IS LOCATED NORTH 46 DEG EAST ABOUT 6.5 MILES (AIRLINE)
 DO0920'FROM MUNDAY, TEXAS.  NORTH 22 DEG WEST ABOUT 3.5 MILES (AIRLINE)
 DO0920'FROM GOREE, TEXAS.  44 FEET EAST OF THE SE CORNER OF A FARMHOUSE,
 DO0920'3.3 FEET SOUTH OF A POWER POLE, 2.8 FEET NORTH OF A USGS WITNESS
 DO0920'SIGN MOUNTED ON A METAL POST.  THE STATION CAN BE LOCATED FROM
 DO0920'THE WICHITA FALLS (NI 14-8) 1--250,000 SERIES MAP.
 DO0920'
 DO0920'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0920'
 DO0920'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0920'ROD DRIVEN TO A DEPTH OF 20 FEET, CENTERED IN A 6-INCH TILE, 12
 DO0920'INCHES LONG AND FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 DO0920'GROUND AND IS STAMPED DECKER ET 1966
 DO0920'
 DO0920'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0920'COPPER-COATED ROD DRIVEN TO A DEPTH OF 20 FEET, FLUSH WITH THE
 DO0920'GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0920'GRAVEL.  RM NO. 1 IS LOCATED 39.155 FT. (11.934 METERS) SOUTH
 DO0920'OF THE STATION MARK AND IS STAMPED DECKER ET NO. 1 1966
 DO0920'
 DO0920'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0920'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH THE
 DO0920'GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0920'GRAVEL.  RM NO. 2 IS LOCATED 78.17 FEET.  (23.829 METERS) WSW OF
 DO0920'THE STATION MARK AND IS STAMPED DECKER ET NO. 2 1966
 DO0920'
 DO0920'STATION GOREE ET IS VISIBLE FROM THE GROUND AT THIS STATION AND
 DO0920'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1354 ***********************************************************************
 BZ1354  DESIGNATION -  DECLE
 BZ1354  PID         -  BZ1354
 BZ1354  STATE/COUNTY-  TX/CORYELL
 BZ1354  USGS QUAD   -  SHELL MOUNTAINS (1995)
 BZ1354
 BZ1354                         *CURRENT SURVEY CONTROL
 BZ1354  ___________________________________________________________________
 BZ1354* NAD 83(1993)-  31 18 59.77121(N)    097 51 47.89232(W)     ADJUSTED  
 BZ1354* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 BZ1354  ___________________________________________________________________
 BZ1354  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 BZ1354  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ1354
 BZ1354  HORZ ORDER  -  SECOND
 BZ1354
 BZ1354.The horizontal coordinates were established by classical geodetic methods
 BZ1354.and adjusted by the National Geodetic Survey in February 1996..
 BZ1354
 BZ1354.The orthometric height was scaled from a topographic map.
 BZ1354
 BZ1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1354
 BZ1354.The geoid height was determined by GEOID03.
 BZ1354
 BZ1354;                    North         East     Units Scale Factor Converg.
 BZ1354;SPC TX C     - 3,185,515.007   935,071.834   MT  0.99989682   +1 16 20.0
 BZ1354;SPC TX C     -10,451,143.82  3,067,814.84   sFT  0.99989682   +1 16 20.0
 BZ1354;UTM  14      - 3,465,248.071   608,159.055   MT  0.99974429   +0 35 27.1
 BZ1354
 BZ1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1354!SPC TX C     -   0.99995114  x   0.99989682  =   0.99984797
 BZ1354!UTM  14      -   0.99995114  x   0.99974429  =   0.99969544
 BZ1354
 BZ1354|---------------------------------------------------------------------|
 BZ1354| PID    Reference Object                     Distance      Geod. Az  |
 BZ1354|                                                           dddmmss.s |
 BZ1354| CV4700 DECLE RM 1                           21.717 METERS 20352     |
 BZ1354| CV4699 DECLE AZ MK                                        2065804.8 |
 BZ1354| CV4701 DECLE RM 2                           19.806 METERS 29905     |
 BZ1354|---------------------------------------------------------------------|
 BZ1354
 BZ1354                          SUPERSEDED SURVEY CONTROL
 BZ1354
 BZ1354  NAD 83(1986)-  31 18 59.78021(N)    097 51 47.87640(W) AD(       ) 2
 BZ1354  NAD 27      -  31 18 59.17900(N)    097 51 46.78700(W) AD(       ) 2
 BZ1354
 BZ1354.Superseded values are not recommended for survey control.
 BZ1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1354.See file dsdata.txt to determine how the superseded data were derived.
 BZ1354
 BZ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV0815965248(NAD 83)
 BZ1354_MARKER: DS = TRIANGULATION STATION DISK
 BZ1354_SETTING: 66 = SET IN ROCK OUTCROP
 BZ1354_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BZ1354
 BZ1354  HISTORY     - Date     Condition        Report By
 BZ1354  HISTORY     - 1943     MONUMENTED       CGS
 BZ1354  HISTORY     - 1952     GOOD             AMS
 BZ1354  HISTORY     - 1958     GOOD             AMS
 BZ1354  HISTORY     - 1962     GOOD             USE
 BZ1354  HISTORY     - 1965     GOOD             CGS
 BZ1354
 BZ1354                          STATION DESCRIPTION
 BZ1354
 BZ1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1354'THE STATION IS LOCATED ABOUT 3.5 MILES N OF PIDCOKE RANCH,
 BZ1354'11.0 MILES SW OF GATESVILLE, AND ABOUT 12.0 MILES N OF CAMP
 BZ1354'HOOD, ON LAND OWNED AND OCCUPIED BY BOB PORTER.  IT IS ON THE SW
 BZ1354'END OF A LARGE FLAT-TOPPED BRUSHY MOUNTAIN, 75 FEET N OF
 BZ1354'THE S END, 40 FEET NW OF THE E SLOPE OF THE HILL, AND 0.05
 BZ1354'MILE N OF THE BARN AND RANCH HOUSE.  THE BRONZE DISK IS SET
 BZ1354'IN A DRILL HOLE IN BEDROCK, AND IS STAMPED DECLE 1943.
 BZ1354'
 BZ1354'NO UNDERGROUND MARK WAS SET.
 BZ1354'
 BZ1354'REFERENCE MARK NO. 1 IS S OF THE STATION.  IT IS A BRONZE DISK
 BZ1354'SET IN A DRILL HOLE IN THE ROCK LEDGE, 5 FEET N OF THE S EDGE
 BZ1354'OF THE HILL.  THE DISK IS STAMPED DECLE NO. 1 1943, AND IS
 BZ1354'SET 1 INCH BELOW THE ROCK SURFACE.
 BZ1354'
 BZ1354'REFERENCE MARK NO. 2 IS W OF THE STATION.  IT IS A BRONZE DISK
 BZ1354'SET IN A DRILL HOLE IN BEDROCK, AND ON THE SAME ELEVATION
 BZ1354'AS THE STATION.  THE DISK IS STAMPED DECLE NO. 2 1943, AND
 BZ1354'IS SET 1 INCH BELOW THE ROCK SURFACE.
 BZ1354'
 BZ1354'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE.
 BZ1354'
 BZ1354'THE AZIMUTH MARK IS ABOUT 0.6 MILE S OF THE STATION, 100 FEET
 BZ1354'S OF THE E AND W MILITARY ROAD, AND 40 FEET N OF A LARGE
 BZ1354'BUSHY SCRUB OAK TREE.  THE DISK IS STAMPED DECLE 1943, AND
 BZ1354'PROJECTS 6 INCHES.  TO REACH THE MARK FROM THE LEFT TURN
 BZ1354'IN THE MAIN ROAD AT THE MAIL BOX.  GO S ON DIRT ROAD FOR 0.7
 BZ1354'MILE TO T-ROAD LEFT, TURN LEFT AND GO 0.3 MILE TO THE MARK
 BZ1354'ON THE RIGHT.
 BZ1354'
 BZ1354'TO REACH THE STATION FROM KILLEEN.  GO W ON NEW U.S. HIGHWAY
 BZ1354'190 FOR 2.45 MILES TO THE MAIN ENTRANCE TO CAMP HOOD, TURN
 BZ1354'RIGHT AND GO N FOR 0.3 MILE TO THE GUARD HOUSE.  CONTINUE
 BZ1354'STRAIGHT AHEAD FOR 0.5 MILE TO CROSS STREETS, TURN LEFT AND
 BZ1354'GO W. ON SOUTH AVENUE FOR 1.25 MILES TO ONE HUNDRED
 BZ1354'SEVENTY-SECOND STREET, TURN RIGHT AND GO N ON ONE HUNDRED
 BZ1354'SEVENTY-SECOND STREET FOR 1.5 MILES TO A FORKS, BEAR LEFT ON
 BZ1354'OILED ROAD FOR 5.5 MILES TO CROSSROADS NEAR A WHITE
 BZ1354'SCHOOLHOUSE, TURN RIGHT AND GO N ON OILED ROAD FOR 6.5 MILES TO
 BZ1354'A FORKS.  BEAR LEFT AND GO SW ON OILED ROAD FOR 3.5 MILES
 BZ1354'TO A T-INTERSECTION.  BEAR RIGHT AND GO N ON DIRT
 BZ1354'ROAD FOR 0.7 MILE TO A LEFT TURN IN THE ROAD AND A LARGE
 BZ1354'MAIL BOX ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON FARM
 BZ1354'ROAD FOR ABOUT 150 FEET TO A WIRE GATE.  PASS THROUGH
 BZ1354'GATE AND FOLLOW FARM ROAD AROUND THE W SIDE OF THE MOUNTAIN
 BZ1354'FOR 0.85 MILE TO A RANCH HOUSE AND BARN.  THIS IS THE END
 BZ1354'OF TRUCK TRAVEL.  FROM THIS POINT PACK IN A NORTHEASTERLY
 BZ1354'DIRECTION TO THE TOP OF THE MOUNTAIN AND STATION.
 BZ1354'
 BZ1354'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BZ1354'
 BZ1354'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BZ1354
 BZ1354                          STATION RECOVERY (1952)
 BZ1354
 BZ1354'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BZ1354'STATION WAS RECOVERED AS DESCRIBED.
 BZ1354
 BZ1354                          STATION RECOVERY (1958)
 BZ1354
 BZ1354'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BZ1354'STATION, R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED IN GOOD
 BZ1354'CONDITION.
 BZ1354
 BZ1354                          STATION RECOVERY (1962)
 BZ1354
 BZ1354'RECOVERY NOTE BY US ENGINEERS 1962
 BZ1354'STATION RECOVERED IN GOOD CONDITION.  STATION IS ON PRIVATE
 BZ1354'LAND ON SW END OF A LARGE FLAT TOPPED BRUSHY MOUNTAIN, 23
 BZ1354'METERS NORTH OF THE SOUTH EDGE AND 12 METERS NW OF EAST SLOPE
 BZ1354'OF THE HILL.  STATION IS A USC AND GS BRONZE DISK SET IN
 BZ1354'BEDROCK.
 BZ1354'
 BZ1354'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 BZ1354'MARK NO. 2 RECOVERED IN GOOD CONDITION.
 BZ1354'
 BZ1354'AZIMUTH MARK WAS FOUND DAMAGED AND DISTURBED, THE CONCRETE
 BZ1354'POST BROKEN DOWN AND DISK MUTILATED AND MARRED BY TRACKED
 BZ1354'VEHICLE OR BLUNT INSTRUMENT.
 BZ1354
 BZ1354                          STATION RECOVERY (1965)
 BZ1354
 BZ1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 BZ1354'STATION, R.M. 1 AND R.M. 2 WERE FOUND IN GOOD CONDITION.
 BZ1354'AZIMUTH MARK FOUND DISTURBED.  POST BROKEN AND DISK SCARRED.
 BZ1354'
 BZ1354'TO REACH STATION INTERSECTION OF SHELL MOUNTAIN ROAD AND
 BZ1354'STATE HWY 116, GO N ON HWY 116 1.0 MILE TO A PRIVATE DRIVE E,
 BZ1354'THENCE E ON DRIVE TO FARM HOUSE ON E SIDE OF HILL, THENCE
 BZ1354'NE ON FOOT TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1438 ***********************************************************************
 DN1438  DESIGNATION -  DECPORT
 DN1438  PID         -  DN1438
 DN1438  STATE/COUNTY-  TX/WISE
 DN1438  USGS QUAD   -  PECAN CREEK (1978)
 DN1438
 DN1438                         *CURRENT SURVEY CONTROL
 DN1438  ___________________________________________________________________
 DN1438* NAD 83(1993)-  33 15 36.26610(N)    097 34 52.66590(W)     ADJUSTED  
 DN1438* NAVD 88     -       316.9    (meters)    1040.     (feet)  VERTCON   
 DN1438  ___________________________________________________________________
 DN1438  X           -    -704,382.989 (meters)                     COMP
 DN1438  Y           -  -5,292,282.947 (meters)                     COMP
 DN1438  Z           -   3,478,272.301 (meters)                     COMP
 DN1438  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 DN1438  ELLIP HEIGHT-         289.58  (meters)          (02/16/96) GPS OBS
 DN1438  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DN1438
 DN1438  HORZ ORDER  -  THIRD
 DN1438  ELLP ORDER  -  FIFTH     CLASS I
 DN1438
 DN1438.This mark is at Decatur Muni (8F7) Airport (8F7)
 DN1438
 DN1438.The horizontal coordinates were established by GPS observations
 DN1438.and adjusted by the National Geodetic Survey in February 1996..
 DN1438
 DN1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1438
 DN1438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1438
 DN1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1438
 DN1438.The ellipsoidal height was determined by GPS observations
 DN1438.and is referenced to NAD 83.
 DN1438
 DN1438.The geoid height was determined by GEOID03.
 DN1438
 DN1438;                    North         East     Units Scale Factor Converg.
 DN1438;SPC TXNC     - 2,177,067.491   685,591.631   MT  0.99987921   +0 30 03.8
 DN1438;SPC TXNC     - 7,142,595.59  2,249,311.88   sFT  0.99987921   +0 30 03.8
 DN1438;UTM  14      - 3,681,016.736   632,144.646   MT  0.99981530   +0 46 41.5
 DN1438
 DN1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1438!SPC TXNC     -   0.99995454  x   0.99987921  =   0.99983375
 DN1438!UTM  14      -   0.99995454  x   0.99981530  =   0.99976985
 DN1438
 DN1438                          SUPERSEDED SURVEY CONTROL
 DN1438
 DN1438  NAD 83(1993)-  33 15 36.27023(N)    097 34 52.65994(W) AD(       ) 3
 DN1438  NAD 83(1986)-  33 15 36.27152(N)    097 34 52.65432(W) AD(       ) 3
 DN1438  NAD 27      -  33 15 35.86267(N)    097 34 51.56577(W) AD(       ) 3
 DN1438  NGVD 29 (12/08/88)  316.9    (m)         1040.     (f) GPS OBS        
 DN1438
 DN1438.Superseded values are not recommended for survey control.
 DN1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1438.See file dsdata.txt to determine how the superseded data were derived.
 DN1438
 DN1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3214581017(NAD 83)
 DN1438_MARKER: I = METAL ROD
 DN1438_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1438_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1438_STAMPING: DECPORT 1987
 DN1438_MARK LOGO: NGS   
 DN1438_PROJECTION: FLUSH
 DN1438_MAGNETIC: I = MARKER IS A STEEL ROD
 DN1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1438+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1988
 DN1438_ROD/PIPE-DEPTH: 0.91 meters
 DN1438_SLEEVE-DEPTH  : 0.76 meters
 DN1438
 DN1438  HISTORY     - Date     Condition        Report By
 DN1438  HISTORY     - 1987     MONUMENTED       NGS
 DN1438  HISTORY     - 19880309 GOOD
 DN1438  HISTORY     - 19970927 GOOD             USPSQD
 DN1438  HISTORY     - 19990827 MARK NOT FOUND   USPSQD
 DN1438
 DN1438                          STATION DESCRIPTION
 DN1438
 DN1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1438'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF DECATUR, AT THE
 DN1438'DECATUR MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF DECATUR, ROUTE 3
 DN1438'BOX777, DECATUR, TX 76234. TELEPHONE NUMBER 817-627-9393.
 DN1438'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81,287 AND
 DN1438'380 IN DECATUR.  GO EAST ON U.S. HIGHWAY 380 FOR 1.2 KM (0.75 MI) TO
 DN1438'A PAVED ROAD LEFT.  TURN LEFT FOR 0.5 KM (0.30 MI) TO A T-ROAD.  TURN
 DN1438'LEFT AND GO NORTH ON FARM ROAD 730 FOR 0.8 KM (0.50 MI) TO AIRPORT
 DN1438'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.2 KM (0.10 MI) TO A
 DN1438'TRACK ROAD ON THE LEFT, THAT LEADS TO A PIPE GATE.  TURN LEFT PASSING
 DN1438'THROUGH THE GATE FOR 0.1 KM (0.05 MI) TO THE NORTH SIDE OF THE
 DN1438'AIRPORT OFFICE.  GO EAST FROM THE OFFICE, ACROSS THE APRON FOR 0.2 KM
 DN1438'(0.10 MI), TO THE SOUTH END OF THE RUNWAY.  TURN LEFT AND GO NORTH
 DN1438'ALONG THE RUNWAY FOR 0.1 KM (0.05 MI) TO BENCH MARK Q 132 ON THE
 DN1438'LEFT.  CONTINUE NORTH ON THE RUNWAY FOR 0.6 KM (0.35 MI) TO A
 DN1438'TAXIWAYAND THE STATION ON THE RIGHT.  COMBINATION LOCK AT THE GATE IS
 DN1438'3517.
 DN1438'THE STATION MARK IS SET IN THE SOUTH SIDE OF A CIRCULAR GRASS AREA,
 DN1438'AT THE NORTH END OF THE RUNWAY.  IT IS 18.6 M (61.0 FT) EAST OF THE
 DN1438'CENTERLINE OF THE RUNWAY, 19.0 M (62.3 FT) SOUTH-SOUTHEAST OF A
 DN1438'RUNWAY LIGHT, 11.6 M (38.1 FT) NORTH OF THE CENTER LINE OF
 DN1438'THETAXIWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 DN1438'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1438'DESCRIBED BY B.L.L.
 DN1438
 DN1438                          STATION RECOVERY (1988)
 DN1438
 DN1438'RECOVERED 1988
 DN1438'RECOVERED IN GOOD CONDITION.
 DN1438
 DN1438                          STATION RECOVERY (1997)
 DN1438
 DN1438'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1438'RECOVERED IN GOOD CONDITION.
 DN1438
 DN1438                          STATION RECOVERY (1999)
 DN1438
 DN1438'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5727 ***********************************************************************
 AW5727  DESIGNATION -  DEE
 AW5727  PID         -  AW5727
 AW5727  STATE/COUNTY-  TX/JEFFERSON
 AW5727  USGS QUAD   -  BIG HILL BAYOU (1993)
 AW5727
 AW5727                         *CURRENT SURVEY CONTROL
 AW5727  ___________________________________________________________________
 AW5727* NAD 83(1993)-  29 45 02.27388(N)    094 04 17.38340(W)     ADJUSTED  
 AW5727* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW5727  ___________________________________________________________________
 AW5727  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW5727  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW5727
 AW5727  HORZ ORDER  -  SECOND
 AW5727
 AW5727.The horizontal coordinates were established by classical geodetic methods
 AW5727.and adjusted by the National Geodetic Survey in February 1996..
 AW5727
 AW5727.The orthometric height was scaled from a topographic map.
 AW5727
 AW5727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5727
 AW5727.The geoid height was determined by GEOID03.
 AW5727
 AW5727;                    North         East     Units Scale Factor Converg.
 AW5727;SPC TXSC     - 4,222,531.213 1,076,523.717   MT  0.99988947   +2 24 52.3
 AW5727;SPC TXSC     -13,853,421.15  3,531,894.89   sFT  0.99988947   +2 24 52.3
 AW5727;UTM  15      - 3,291,634.596   396,396.266   MT  0.99973243   -0 31 54.3
 AW5727
 AW5727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5727!SPC TXSC     -   1.00000425  x   0.99988947  =   0.99989372
 AW5727!UTM  15      -   1.00000425  x   0.99973243  =   0.99973668
 AW5727
 AW5727|---------------------------------------------------------------------|
 AW5727| PID    Reference Object                     Distance      Geod. Az  |
 AW5727|                                                           dddmmss.s |
 AW5727| CV9724 DEE RM 1                             18.458 METERS 04129     |
 AW5727| AW5725 BAYOU                               APPROX. 7.3 KM 0511908.9 |
 AW5727| AW5728 D USE BM 51 USE 1934                  7.034 METERS 09248     |
 AW5727| CV9725 DEE RM 2                                           25255     |
 AW5727|---------------------------------------------------------------------|
 AW5727
 AW5727                          SUPERSEDED SURVEY CONTROL
 AW5727
 AW5727  NAD 83(1993)-  29 45 02.27369(N)    094 04 17.38355(W) AD(       ) 2
 AW5727  NAD 83(1986)-  29 45 02.29596(N)    094 04 17.36917(W) AD(       ) 2
 AW5727  NAD 27      -  29 45 01.51710(N)    094 04 16.74900(W) AD(       ) 2
 AW5727
 AW5727.Superseded values are not recommended for survey control.
 AW5727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5727.See file dsdata.txt to determine how the superseded data were derived.
 AW5727
 AW5727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN9639691635(NAD 83)
 AW5727_MARKER: DS = TRIANGULATION STATION DISK
 AW5727_SETTING: 0 = UNSPECIFIED SETTING
 AW5727
 AW5727  HISTORY     - Date     Condition        Report By
 AW5727  HISTORY     - 1934     MONUMENTED       CGS
 AW5727  HISTORY     - 1947     GOOD             CGS
 AW5727  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5727  HISTORY     - 1962     MARK NOT FOUND   USGS
 AW5727
 AW5727                          STATION DESCRIPTION
 AW5727
 AW5727'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW5727'STATION IS LOCATED ON INTRACOASTAL CANAL, 8.4 MILES SW OF
 AW5727'DRAWBRIDGE ON SABINE PASS-PORT ARTHUR HIGHWAY, AND 4.4 MILES
 AW5727'FROM BEGINNING OF FIRST LONG STRAIGHT-AWAY ON CANAL W OF
 AW5727'BRIDGE.  IT IS 11 METERS INSHORE, ON N SIDE OF CANAL, ATOP
 AW5727'SPOIL BANK.
 AW5727'
 AW5727'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 AW5727'6-INCH CONCRETE-FILLED TILE PROJECTING 2 INCHES ABOVE THE
 AW5727'GROUND.  IT IS STAMPED DEE 1934.
 AW5727'
 AW5727'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5727'OF A 6-INCH CONCRETE-FILLED TILE.  IT IS SET ON N EDGE OF
 AW5727'SPOIL BANK E OF STATION.  STAMPED R.M. 1 1934.
 AW5727'
 AW5727'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5727'OF A 6-INCH CONCRETE-FILLED TILE.  IT IS SET ON N EDGE OF SPOIL
 AW5727'BANK W OF STATION.  STAMPED R.M. 2 1934.
 AW5727'
 AW5727'D (U.S.E.) IS B.M. 51 AT 440+00 ON U.S.E. BASE LINE ALONG
 AW5727'CANAL.  IT IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK
 AW5727'SET IN THE TOP OF A 4-INCH TILE PIPE PROJECTING 6 INCHES
 AW5727'ABOVE GROUND.
 AW5727
 AW5727                          STATION RECOVERY (1947)
 AW5727
 AW5727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5727'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT
 AW5727'THE STATION IS NOW 5 METERS INSHORE FROM THE N BANK OF THE
 AW5727'CANAL AND PROJECTS 6 INCHES ABOVE THE GROUND.
 AW5727'
 AW5727'REFERENCE MARK 2 IS FLUSH WITH THE GROUND AND REFERENCE MARK
 AW5727'1 PROJECTS 8 INCHES ABOVE THE GROUND.  D (U.S.E.) IS ON
 AW5727'THE VERY EDGE OF BANK AND IS ABOUT TO BE WASHED AWAY.
 AW5727
 AW5727                          STATION RECOVERY (1960)
 AW5727
 AW5727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5727'DESTROYED.  THE AREA WAS SEARCHED AND BOTH REFERENCE MARKS
 AW5727'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES FROM THE
 AW5727'REFERENCE MARKS WOULD PLACE THE STATION OUT IN THE CANAL.
 AW5727'IT HAS BEEN DESTROYED BY EROSION.  STATION D (U.S.E.) HAS
 AW5727'ALSO BEEN WASHED OUT.
 AW5727'
 AW5727'THE 1934 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES.
 AW5727'
 AW5727'R M 1 IS NOW 14.0 FEET NORTH OF THE CANAL BANK AND 1.5 FEET
 AW5727'SOUTH OF A WITNESS POST.  A STANDARD DISK STAMPED NO. 1 1934
 AW5727'IN TOP OF A 6 INCH TILE PROJECTING 6 INCHES.
 AW5727'
 AW5727'R M 2 IS 94.4 FEET SOUTHWEST OF R M 1 AND 15.0 FEET NORTH
 AW5727'OF THE CANAL BANK.  A STANDARD DISK STAMPED NO. 2 1934 IN
 AW5727'TOP OF A 6 INCH TILE ABOUT FLUSH WITH THE GROUND.
 AW5727
 AW5727                          STATION RECOVERY (1962)
 AW5727
 AW5727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AW5727'STATION AND R.M. 2 HAVE BEEN DESTROYED BY EROSION OF THE CANAL
 AW5727'BANK.  R.M. 1 WAS FOUND IN GOOD CONDITION.  IT IS ABOUT 10
 AW5727'FEET BACK (N) FROM THE CANAL BANK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1013 ***********************************************************************
 CA1013  DESIGNATION -  DEE
 CA1013  PID         -  CA1013
 CA1013  STATE/COUNTY-  TX/SAN SABA
 CA1013  USGS QUAD   -  BEAR HOLLOW (1959)
 CA1013
 CA1013                         *CURRENT SURVEY CONTROL
 CA1013  ___________________________________________________________________
 CA1013* NAD 83(1993)-  31 04 10.36412(N)    098 39 54.08566(W)     ADJUSTED  
 CA1013* NAVD 88     -       516.     (meters)    1693.     (feet)  SCALED    
 CA1013  ___________________________________________________________________
 CA1013  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 CA1013  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CA1013
 CA1013  HORZ ORDER  -  FIRST
 CA1013
 CA1013.The horizontal coordinates were established by classical geodetic methods
 CA1013.and adjusted by the National Geodetic Survey in February 1996..
 CA1013
 CA1013.The orthometric height was scaled from a topographic map.
 CA1013
 CA1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1013
 CA1013.The geoid height was determined by GEOID03.
 CA1013
 CA1013;                    North         East     Units Scale Factor Converg.
 CA1013;SPC TX C     - 3,156,709.937   859,190.240   MT  0.99988245   +0 51 33.4
 CA1013;SPC TX C     -10,356,639.18  2,818,859.98   sFT  0.99988245   +0 51 33.4
 CA1013;UTM  14      - 3,437,357.582   531,955.713   MT  0.99961260   +0 10 22.4
 CA1013
 CA1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1013!SPC TX C     -   0.99992275  x   0.99988245  =   0.99980521
 CA1013!UTM  14      -   0.99992275  x   0.99961260  =   0.99953538
 CA1013
 CA1013:                Primary Azimuth Mark                     Grid Az
 CA1013:SPC TX C     -  PARKS                                    106 56 35.1
 CA1013:UTM  14      -  PARKS                                    107 37 46.1
 CA1013
 CA1013|---------------------------------------------------------------------|
 CA1013| PID    Reference Object                     Distance      Geod. Az  |
 CA1013|                                                           dddmmss.s |
 CA1013| CA1011 PARKS                               APPROX.13.2 KM 1074808.5 |
 CA1013| CV4702 DEE RM 1                              8.025 METERS 17417     |
 CA1013| CA1014 D USGS 1935                          20.283 METERS 27320     |
 CA1013| CV4703 DEE RM 2                             20.102 METERS 27742     |
 CA1013| CV4704 DEE RM 3                             22.890 METERS 35755     |
 CA1013|---------------------------------------------------------------------|
 CA1013
 CA1013                          SUPERSEDED SURVEY CONTROL
 CA1013
 CA1013  NAD 83(1986)-  31 04 10.37489(N)    098 39 54.07170(W) AD(       ) 1
 CA1013  NAD 27      -  31 04 09.77200(N)    098 39 52.93000(W) AD(       ) 1
 CA1013
 CA1013.Superseded values are not recommended for survey control.
 CA1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1013.See file dsdata.txt to determine how the superseded data were derived.
 CA1013
 CA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3195637358(NAD 83)
 CA1013_MARKER: DS = TRIANGULATION STATION DISK
 CA1013_SETTING: 80 = SET IN A BOULDER
 CA1013_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CA1013
 CA1013  HISTORY     - Date     Condition        Report By
 CA1013  HISTORY     - 1935     MONUMENTED       CGS
 CA1013  HISTORY     - 1937     GOOD             CGS
 CA1013  HISTORY     - 1937     GOOD             TXHD
 CA1013  HISTORY     - 1958     GOOD             USGS
 CA1013
 CA1013                          STATION DESCRIPTION
 CA1013
 CA1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1013'STATION LOCATED 9-1/2 MILES SSE OF SAN SABA, 6-1/2 MILES NNE
 CA1013'OF CHEROKEE, ABOUT 1-1/4 MILES NNW OF THE HOME OF J.A. LOW, ON
 CA1013'THE HIGHEST AND MOST SOUTHWESTERLY OF SEVERAL BRUSH-COVERED
 CA1013'KNOBS ON LAND OWNED BY MRS J.E.G. HILLMAN.  STATION IS ON SAME
 CA1013'HILL AS AN OLD U.S.G.S. STATION DESCRIBED BELOW.
 CA1013'
 CA1013'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 CA1013'IN DRILL HOLE IN BOULDERS.
 CA1013'
 CA1013'REFERENCE MARK NO. 1 IS S OF THE STATION.
 CA1013'
 CA1013'REFERENCE MARK NO. 2 IS W OF THE STATION AND 20 FEET NE OF AN
 CA1013'18-INCH OAK TREE WITH A TRIANGULAR BLAZE AND 1.550 METERS
 CA1013'(5.09 FEET) N OF OLD U.S.G.S. STATION.
 CA1013'
 CA1013'REFERENCE MARK NO. 3 IS N OF THE STATION.
 CA1013'
 CA1013'THE OLD U.S.G.S. MARK WHICH WAS RECOVERED IS A CROSS CHISELED
 CA1013'IN A NATURAL ROCK WITH THE LETTERS U.S.G.S. AND IS DISTANT
 CA1013'FROM STATION DEE (20.283 METERS) (66.54 FEET) TO WESTWARD,
 CA1013'AND 17 FEET NE OF AN 18-INCH LIVE OAK TREE WITH TRIANGULAR
 CA1013'BLAZE.
 CA1013'
 CA1013'STATION REACHED FROM THE NE CORNER OF COURTHOUSE IN SAN SABA
 CA1013'BY GOING S 0.6 MILE TO T-ROAD, THENCE E AND S ON MAIN CHAPPEL
 CA1013'ROAD FOR 9.4 MILES OR 0.85 MILE AFTER PASSING THROUGH TRUSS
 CA1013'BRIDGE, THENCE W THROUGH CATTLE GUARD FOR 1.7 MILES, THENCE
 CA1013'ON RIGHT FORK THROUGH WIRE GATE AT CATTLE GUARD FOR 1.65 MILES
 CA1013'TO HOME OF MR. J.A. LOW, PASSING THROUGH WIRE GATE 0.5 MILE
 CA1013'BEFORE REACHING HOUSE.  AT HOUSE TAKE DIM ROAD ON N SIDE OF
 CA1013'CORRALS WHICH LEADS W AND NW FOR 0.85 MILE TO CLEARING AND
 CA1013'WIRE FENCE.  TAKE DOWN FENCE AND PROCEED NORTHERLY UP DRAW
 CA1013'FOR ABOUT 0.25 MILE TO END OF TRUCK TRAVEL.  STATION IS ON W
 CA1013'SIDE OF DRAW DISTANT ABOUT 0.25 MILE AND ON THE HIGHEST
 CA1013'GROUND.
 CA1013'
 CA1013'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CA1013
 CA1013                          STATION RECOVERY (1937)
 CA1013
 CA1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 CA1013'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CA1013
 CA1013                          STATION RECOVERY (1937)
 CA1013
 CA1013'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1013'STATION, REFERENCE MARKS, OLD U.S.G.S. STATION, AND TRIANGULAR
 CA1013'BLAZE WERE ALL RECOVERED IN GOOD CONDITION.  THE FOLLOWING
 CA1013'CHANGES TO BE MADE IN DESCRIPTION FOR LOCATING STATION.  FOR
 CA1013'THE CALL WHICH READS THENCE ON RIGHT FORK THROUGH WIRE GATE
 CA1013'AT CATTLE GUARD FOR 1.65 MILES TO HOME OF J.A. LOW ECT.
 CA1013'AT SAID CATTLE GUARD TURN SHARPLY RIGHT AFTER PASSING THROUGH
 CA1013'SAME ONTO AN UNGRADED ROAD, AT 0.50 MILE CROSS SMALL BRANCH
 CA1013'AND THROUGH GATE, AT 1.00 MILE CROSS SMALL BRANCH AND THROUGH
 CA1013'ANOTHER GATE AND AT 1.65 MILES MR. J.A. LOWS HOUSE.  STATION
 CA1013'IS NW 1.4 MILES ON HILL AS DESCRIBED.  TRAIL WAS SO INDEFINITE
 CA1013'AND ROUGH AS TO BE IMPRACTICAL TO FOLLOW IN CAR.
 CA1013
 CA1013                          STATION RECOVERY (1958)
 CA1013
 CA1013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CA1013'THE C AND GS DISK STAMPED --DEE--, ITS THREE REFERENCE MARKS, THE OLD
 CA1013'USGS MARK AND TRIANGULAR BLAZE WERE ALL RECOVERED IN GOOD CONDITION.
 CA1013'REDESCRIBED AS FOLLOWS
 CA1013'
 CA1013'TO REACH THE HILL FROM CHEROKEE ON HIGHWAY 16 IN SAN SABA COUNTY,
 CA1013'DRIVE N. FROM THE SCHOOL 0.5 MI. ALONG HIGHWAY 16 TO A COUNTY RD. E.,
 CA1013'THENCE E. AND NE. ALONG MAIN RD. 3.7 MI. TO THE EPPERSON RANCH ROAD
 CA1013'ON LEFT, MARKED BY A SIGN, THENCE NW. 0.5 MI. TO THE EPPERSON RANCH
 CA1013'HOUSE, THENCE CONTINUE N. THROUGH GATE W. OF HOUSE 0.4 MI. ALONG
 CA1013'PASTURE RD. TO A RED PLANK GATE, THENCE 0.1 MI. TO A Y-FORK IN RD.,
 CA1013'TAKE RIGHT FORK AND GO NE. 1.3 MI. TO A GATE, CONTINUE 1.0 MI. N. TO
 CA1013'ANOTHER GATE JUST ABOUT 100 YDS. N. OF A SHALLOW SADDLE IN RIDGE.  THE
 CA1013'HILL CAN NOW BE SEEN FROM THE NE. ABOUT 1/4 MI.  PACK NE. TO TOP OF
 CA1013'BRUSH COVERED HILL AND STATION.  THE LARGE LIVE OAK TREE WITH THE
 CA1013'TRIANGULAR BLAZE IS QUITE PROMINENT FROM A DISTANCE OF 1 MI. S. WHILE
 CA1013'APPROACHING ALONG PASTURE RD.
 CA1013'
 CA1013'STATION MARK--USC AND GS DISK STAMPED ---DEE 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0845 ***********************************************************************
 DO0845  DESIGNATION -  DEEDEE RESET
 DO0845  PID         -  DO0845
 DO0845  STATE/COUNTY-  TX/WILBARGER
 DO0845  USGS QUAD   -  SANTA ROSA LAKE NW (1966)
 DO0845
 DO0845                         *CURRENT SURVEY CONTROL
 DO0845  ___________________________________________________________________
 DO0845* NAD 83(1993)-  33 56 00.99440(N)    099 23 14.25841(W)     ADJUSTED  
 DO0845* NAVD 88     -       405.2    (meters)    1329.     (feet)  VERTCON   
 DO0845  ___________________________________________________________________
 DO0845  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DO0845  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DO0845
 DO0845  HORZ ORDER  -  FIRST
 DO0845
 DO0845.The horizontal coordinates were established by classical geodetic methods
 DO0845.and adjusted by the National Geodetic Survey in February 1996..
 DO0845
 DO0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0845
 DO0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0845
 DO0845.The geoid height was determined by GEOID03.
 DO0845
 DO0845;                    North         East     Units Scale Factor Converg.
 DO0845;SPC TXNC     - 2,251,739.255   517,965.534   MT  0.99999095   -0 29 02.1
 DO0845;SPC TXNC     - 7,387,581.21  1,699,358.59   sFT  0.99999095   -0 29 02.1
 DO0845;UTM  14      - 3,754,862.309   464,206.334   MT  0.99961579   -0 12 58.3
 DO0845
 DO0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0845!SPC TXNC     -   0.99994088  x   0.99999095  =   0.99993183
 DO0845!UTM  14      -   0.99994088  x   0.99961579  =   0.99955669
 DO0845
 DO0845:                Primary Azimuth Mark                     Grid Az
 DO0845:SPC TXNC     -  VERNON BIG MUNICIPAL TANK                022 03 23.1
 DO0845:UTM  14      -  VERNON BIG MUNICIPAL TANK                021 47 19.3
 DO0845
 DO0845|---------------------------------------------------------------------|
 DO0845| PID    Reference Object                     Distance      Geod. Az  |
 DO0845|                                                           dddmmss.s |
 DO0845| EM0943 VERNON BIG MUNICIPAL TANK           APPROX.24.8 KM 0213421.0 |
 DO0845| DO0848 DEEDEE ECC                            0.037 METERS 02237     |
 DO0845| CX7074 DEEDEE RM 3                          26.523 METERS 02441     |
 DO0845| CX7075 DEEDEE RM 4                          13.353 METERS 07715     |
 DO0845| CX7072 DEEDEE RM 1                          46.747 METERS 13214     |
 DO0845| DO0846 DEEDEE 1935 AZ MK                   403.768 METERS 1615057.5 |
 DO0845| CX7073 DEEDEE RM 2                          47.708 METERS 30740     |
 DO0845| CX7076 DEEDEE RM 5                          12.855 METERS 32319     |
 DO0845|---------------------------------------------------------------------|
 DO0845
 DO0845                          SUPERSEDED SURVEY CONTROL
 DO0845
 DO0845  NAD 83(1993)-  33 56 00.99467(N)    099 23 14.25835(W) AD(       ) 1
 DO0845  NAD 83(1986)-  33 56 01.00141(N)    099 23 14.24875(W) AD(       ) 1
 DO0845  NAD 27      -  33 56 00.68500(N)    099 23 12.95600(W) AD(       ) 1
 DO0845  NGVD 29 (07/19/86)  405.1    (m)         1329.     (f) VERT ANG       
 DO0845
 DO0845.Superseded values are not recommended for survey control.
 DO0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0845.See file dsdata.txt to determine how the superseded data were derived.
 DO0845
 DO0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC6420654862(NAD 83)
 DO0845_MARKER: DS = TRIANGULATION STATION DISK
 DO0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0845_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0845
 DO0845  HISTORY     - Date     Condition        Report By
 DO0845  HISTORY     - 1969     MONUMENTED       CGS
 DO0845  HISTORY     - 1969     GOOD             CGS
 DO0845  HISTORY     - 1975     GOOD             NGS
 DO0845
 DO0845                          STATION DESCRIPTION
 DO0845
 DO0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DO0845'STATION UNDERGROUND MARK, REFERENCE MARK NO. 1 AND AZIMUTH
 DO0845'MARK WERE RECOVERED IN GOOD CONDITION.  SURFACE STATION MARK
 DO0845'AND REFERENCE MARK NO. 2 WERE FOUND DESTROYED.  STATION SURFACE
 DO0845'MARK WAS RESET IN ITS ORIGINAL POSITION AND REFERENCE MARK NO. 3
 DO0845'ESTABLISHED.  STATION IS IN A SMALL CLEARING ON THE SOUTH
 DO0845'SLOPE OF A SMALL HILL ABOUT 0.4 MILE NORTH OF THE NORTH EDGE
 DO0845'OF A POND.  A METAL WITNESS POST WAS SET 1 FOOT NORTH OF
 DO0845'THE STATION MARK.
 DO0845'
 DO0845'AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 0.4 MILE WEST
 DO0845'OF SOME STOCK PENS AND 185 FEET NORTH-NORTHEAST OF A FENCE.
 DO0845'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 DO0845'
 DO0845'THE 1957 TO REACH DESCRIPTION IS ADEQUATE FOR RECOVERY.
 DO0845'
 DO0845'REFERENCE MARK NO. 3, A STANDARD DISK, SET IN THE TOP OF A
 DO0845'ROUND CONCRETE MONUMENT AND STAMPED DEEDEE 1935 NO 3 1969
 DO0845'IS NORTHEAST OF THE STATION AND PROJECTS 4 INCHES.  THERE
 DO0845'ARE NO OBJECTS IN THE VICINITY OF THE STATION TO MEASURE
 DO0845'THE MARKS TO.
 DO0845'
 DO0845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MI.
 DO0845'SSW OF VERNON
 DO0845
 DO0845                          STATION RECOVERY (1969)
 DO0845
 DO0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0845'THE STATION MARK, REFERENCE MARKS 1 AND 3, AND THE AZIMUTH MARK
 DO0845'WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED BY L.F.S. IN 1969.
 DO0845'DUE TO DISCREPANCIES WITH THIS DATA, THE SURFACE MARK WAS REMOVED
 DO0845'AND FOUND TO BE ECCENTRIC IN THE AMOUNT OF 0.036 METERS (0.12 FOOT).
 DO0845'THE SURFACE MARK WAS RESET OVER THE UNDERGROUND MARK, MAKING
 DO0845'THE MEASUREMENTS AND DIRECTIONS INCORRECT.  THE AZIMUTH MARK
 DO0845'AND THE POND ARE NOT 0.4 MILE FROM THE STATION AS PREVIOUSLY NOTED.
 DO0845'A NEW DESCRIPTION FOLLOWS.
 DO0845'
 DO0845'THE STATION IS LOCATED 11-1/2 MILES SOUTH-SOUTHWEST OF LOCKETT, ON
 DO0845'THE W. T. WAGGONER ESTATE, ON MESQUITE COVERED RANGE, IN THE
 DO0845'SOUTHWEST 1/4 OF SECTION 25, BLOCK 1.
 DO0845'
 DO0845'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM
 DO0845'ROAD 433 IN LOCKETT, GO WEST ON U.S. HIGHWAY 70 FOR 3.8 MILES TO A
 DO0845'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON FARM ROAD 1207 FOR 5.2
 DO0845'MILES TO A T-INTERSECTION.  TURN RIGHT, THEN LEFT AND GO SOUTHEAST
 DO0845'ON A DIRT ROAD FOR 4.1 MILES TO A FORK.  BEAR RIGHT AND GO
 DO0845'SOUTHWEST ON A DIRT ROAD FOR 0.1 MILE TO A ROAD LEFT.  TURN LEFT
 DO0845'AND GO SOUTHEAST ON A DIRT ROAD FOR 0.6 MILE TO A DIM TRACK
 DO0845'ROAD RIGHT.  (THERE IS A SMALL POND ON THE LEFT, ABOUT 100 YARDS
 DO0845'NORTHEAST OF THE DIRT ROAD).  TURN RIGHT AND GO WEST-SOUTHWEST ON
 DO0845'THE TRACK ROAD FOR 0.5 MILE TO THE STATION.
 DO0845'
 DO0845'THE STATION MARK IS A STANDARD DISK STAMPED DEEDEE 1935 1969, SET IN
 DO0845'THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DO0845'14 INCHES ABOVE GROUND.  IT IS 0.15 MILE NORTH OF THE NORTH END OF
 DO0845'A SMALL POND AND 2.4 FEET EAST OF A METAL WITNESS POST.
 DO0845'
 DO0845'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DEEDEE NO 1 1935, SET IN
 DO0845'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 DO0845'INCHES ABOVE GROUND.  IT IS 155 FEET SOUTHEAST OF THE WITNESS POST.
 DO0845'
 DO0845'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DEEDEE 1935 NO 3 1969,
 DO0845'SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DO0845'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 87.3 FEET NORTH OF THE
 DO0845'WITNESS POST.
 DO0845'
 DO0845'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED DEEDEE AZI
 DO0845'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 DO0845'PROJECTS 12 INCHES ABOVE GROUND.  IT IS ABOUT 230 FEET EAST OF THE
 DO0845'EAST END OF A DAM HOLDING THE POND MENTIONED PREVIOUSLY, 45 FEET
 DO0845'NORTHWEST OF A RAVINE, AND 2.0 FEET SOUTHWEST OF A METAL WITNESS
 DO0845'POST.
 DO0845'
 DO0845'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST
 DO0845'CROSS-COUNTRY FOR 0.25 MILE TO THE MARK.
 DO0845'
 DO0845'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO
 DO0845'OBSTRUCTIONS.
 DO0845'
 DO0845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTHEAST
 DO0845'OF THALIA.
 DO0845'
 DO0845'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 DO0845
 DO0845                          STATION RECOVERY (1975)
 DO0845
 DO0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0845'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 DO0845'IN GOOD CONDITION.  THE DIRECTIONS TO THE AZIMUTH MARK CHECKED
 DO0845'ADEQUATE TO THE 1969 OBSERVATIONS, HOWEVER, REFERENCE MARKS
 DO0845'1 AND 3 WERE FOUND TO BE DESTROYED AND NEW REFERENCE MARKS
 DO0845'4 AND 5 WERE ESTABLISHED AT THIS DATE.  A COMPLETE AND NEW
 DO0845'DESCRIPTION FOLLOWS.
 DO0845'
 DO0845'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHWEST OF
 DO0845'LOCKETT, 6 MILES WEST-NORTHWEST OF SANTA ROSE LAKE AND ON
 DO0845'LAND OF THE W.T. WAGGONER ESTATE.
 DO0845'
 DO0845'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70
 DO0845'AND FARM ROAD 433 IN LOCKETT, GO WEST ON U.S. HIGHWAY 70 FOR
 DO0845'3.8 MILES TO THE JUNCTION WITH FARM ROAD 1207.  TURN LEFT
 DO0845'AND GO SOUTHEAST ON FARM ROAD 1207, 5.2 MILES TO A T-INTERSECTION.
 DO0845'TURN RIGHT, THEN LEFT AND GO SOUTHEAST ON A DIRT ROAD FOR
 DO0845'4.1 MILES TO A FORK, BEAR RIGHT AND GO SOUTHWEST ON A DIRT
 DO0845'ROAD 0.1 MILE TO A ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON
 DO0845'A DIRT ROAD FOR 0.6 MILE TO A DIM TRACK ROAD RIGHT.  (THERE
 DO0845'IS A SMALL POND ON THE LEFT, ABOUT 100 YARDS NORTHEAST OF
 DO0845'THE DIRT ROAD).  TURN RIGHT AND GO WEST-SOUTHWEST ON THE
 DO0845'TRACK ROAD FOR 0.5 MILE TO THE STATION, JUST BEFORE
 DO0845'REACHING A SMALL POND.
 DO0845'
 DO0845'STATION MARKS ARE STANDARD DISKS STAMPED DEEDEE 1935 1969.
 DO0845'THE SURFACE DISK IS SET IN THE TOP OF A 14-INCH CYLINDRICAL
 DO0845'CONCRETE MONUMENT THAT PROJECTS 14 INCHES ABOVE THE GROUND
 DO0845'SURFACE.  IT IS 5 FEET SOUTHEAST OF A METAL WITNESS POST.
 DO0845'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 DO0845'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 DO0845'
 DO0845'REFERENCE MARK 4, A STANDARD DISK STAMPED DEEDEE 1935 1969
 DO0845'NO 4 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0845'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 DO0845'IT IS 75 FEET SOUTHEAST OF A METAL WITNESS POST AND 45 FEET
 DO0845'EAST OF A METAL WITNESS POST.
 DO0845'
 DO0845'REFERENCE MARK 5, A STANDARD DISK STAMPED DEEDEE 1935 1969
 DO0845'NO 5 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0845'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 DO0845'IT IS 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 DO0845'
 DO0845'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED DEEDEE
 DO0845'AZI 1935, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0845'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 DO0845'IT IS 200 FEET NORTH OF A EAST-WEST FENCELINE AND 2 FEET
 DO0845'WEST-NORTHWEST OF A METAL WITNESS POST.
 DO0845'
 DO0845'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 DO0845'CROSS-COUNTRY FOR 0.25 MILE TO THE MARK.
 DO0845'
 DO0845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DO0845'SOUTH-SOUTHWEST OF LOCKETT.
 DO0845'
 DO0845'HEIGHT OF LIGHT ABOVE STATION MARK 7.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1018 ***********************************************************************
 CA1018  DESIGNATION -  DEEP
 CA1018  PID         -  CA1018
 CA1018  STATE/COUNTY-  TX/SAN SABA
 CA1018  USGS QUAD   -  BRADY MOUNTAIN (1955)
 CA1018
 CA1018                         *CURRENT SURVEY CONTROL
 CA1018  ___________________________________________________________________
 CA1018* NAD 83(1993)-  31 01 36.53864(N)    098 56 42.73994(W)     ADJUSTED  
 CA1018* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 CA1018  ___________________________________________________________________
 CA1018  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 CA1018  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 CA1018
 CA1018  HORZ ORDER  -  FIRST
 CA1018
 CA1018.The horizontal coordinates were established by classical geodetic methods
 CA1018.and adjusted by the National Geodetic Survey in February 1996..
 CA1018
 CA1018.The orthometric height was scaled from a topographic map.
 CA1018
 CA1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1018
 CA1018.The geoid height was determined by GEOID03.
 CA1018
 CA1018;                    North         East     Units Scale Factor Converg.
 CA1018;SPC TX C     - 3,151,606.171   832,515.909   MT  0.99988184   +0 42 53.9
 CA1018;SPC TX C     -10,339,894.58  2,731,345.94   sFT  0.99988184   +0 42 53.9
 CA1018;UTM  14      - 3,432,575.147   505,229.547   MT  0.99960034   +0 01 41.7
 CA1018
 CA1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1018!SPC TX C     -   0.99991730  x   0.99988184  =   0.99979915
 CA1018!UTM  14      -   0.99991730  x   0.99960034  =   0.99951767
 CA1018
 CA1018|---------------------------------------------------------------------|
 CA1018| PID    Reference Object                     Distance      Geod. Az  |
 CA1018|                                                           dddmmss.s |
 CA1018| CV4706 DEEP RM 1                            21.369 METERS 02402     |
 CA1018| CV4705 DEEP AZ MK                                         1193454.6 |
 CA1018| CV4707 DEEP RM 2                            26.870 METERS 25632     |
 CA1018|---------------------------------------------------------------------|
 CA1018
 CA1018                          SUPERSEDED SURVEY CONTROL
 CA1018
 CA1018  NAD 83(1986)-  31 01 36.54868(N)    098 56 42.72588(W) AD(       ) 1
 CA1018  NAD 27      -  31 01 35.94400(N)    098 56 41.56400(W) AD(       ) 1
 CA1018
 CA1018.Superseded values are not recommended for survey control.
 CA1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1018.See file dsdata.txt to determine how the superseded data were derived.
 CA1018
 CA1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV0523032575(NAD 83)
 CA1018_MARKER: DS = TRIANGULATION STATION DISK
 CA1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1018
 CA1018  HISTORY     - Date     Condition        Report By
 CA1018  HISTORY     - 1935     MONUMENTED       CGS
 CA1018
 CA1018                          STATION DESCRIPTION
 CA1018
 CA1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1018'STATION IS LOCATED ON THE LAND OF MR. HENRY TAYLOR, 13-1/2
 CA1018'MILES A LITTLE N OF W OF CHEROKEE, 17 MILES SW OF SAN SABA
 CA1018'AND 3-3/4 MILES SSW OF THE J.H. BURKE RANCH HOUSE.
 CA1018'
 CA1018'SURFACE, REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE STANDARD
 CA1018'BRONZE DISKS SET IN CONCRETE.
 CA1018'
 CA1018'UNDERGROUND AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 CA1018'WEDGED IN DRILL HOLES IN BEDROCK.
 CA1018'
 CA1018'REFERENCE MARK NO. 1 IS NNE OF STATION.
 CA1018'
 CA1018'REFERENCE MARK NO. 2 IS W OF STATION.
 CA1018'
 CA1018'AZIMUTH MARK IS DISTANT FROM THE STATION 0.25 MILE.  IT IS
 CA1018'REACHED FROM THE STATION BY GOING SE 0.25 MILE TO MARK LOCATED
 CA1018'ABOUT 15 FEET NW OF TWO 9-INCH SHIN OAKS.
 CA1018'
 CA1018'REACHED FROM THE NW CORNER OF THE COURTHOUSE SQUARE IN SAN
 CA1018'SABA BY GOING W ON STATE HIGHWAY 74, ARROW BRADY 47 FOR 2.55
 CA1018'MILES.  TAKE LEFT FORK OFF OF STATE HIGHWAY 74, ARROW MASON 47,
 CA1018'AND FOLLOW MAIN GRADED ROAD FOR 2.8 MILES.  TAKE T-ROAD LEFT
 CA1018'FOR 1.3 MILES.  TAKE T-ROAD LEFT AND FOLLOW MAIN GRADED
 CA1018'PONTOTOC ROAD FOR 4.25 MILES TO BUMP GATE ACROSS ROAD, PASS
 CA1018'THROUGH GATE AND TAKE RIGHT FORK FOR 4.2 MILES OR 3.75 MILES
 CA1018'AFTER PASSING SCHOOL ON RIGHT TO BUMP GATE ACROSS ROAD, FOURTH
 CA1018'GATE FROM THE FIRST.  PASS THROUGH BUMP GATE AND TAKE RIGHT
 CA1018'FORK ONTO PASTURE ROAD 1.65 MILES.  TAKE MAIN LEFT FORK FOR
 CA1018'2.4 MILES, THEN TAKE ROAD TO S SIDE OF MR. J.H. BURKES
 CA1018'RANCH HOUSE FOR 0.1 MILE TO GATE.  PASS THROUGH GATE AND
 CA1018'CONTINUE FOR 0.05 MILE TO FORK.  TAKE LEFT FORK FOR 0.2
 CA1018'MILE TO FORK.  TAKE RIGHT FORK FOR 1.7 MILES TO FORK.  TAKE
 CA1018'RIGHT FORK FOR 0.6 MILE TO FORK.  TAKE LEFT FORK FOR 0.35 MILE
 CA1018'TO GATE.  PASS THROUGH GATE AND FOLLOW MAIN ROAD FOR 1.0
 CA1018'MILE TO FORK.  TAKE RIGHT FORK FOR 1.35 MILES TO GATE, PASS
 CA1018'THROUGH GATE AND CONTINUE FOR 0.3 MILE TO FORK.  TAKE RIGHT FORK
 CA1018'0.4 MILE TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6426 ***********************************************************************
 AW6426  DESIGNATION -  DEEPWATER HL P STACK
 AW6426  PID         -  AW6426
 AW6426  STATE/COUNTY-  TX/HARRIS
 AW6426  USGS QUAD   -  PASADENA (1995)
 AW6426
 AW6426                         *CURRENT SURVEY CONTROL
 AW6426  ___________________________________________________________________
 AW6426* NAD 83(1993)-  29 43 26.30770(N)    095 13 33.04497(W)     ADJUSTED  
 AW6426* NAVD 88     -                                                        
 AW6426  ___________________________________________________________________
 AW6426  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW6426  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6426
 AW6426  HORZ ORDER  -  THIRD
 AW6426
 AW6426.The horizontal coordinates were established by classical geodetic methods
 AW6426.and adjusted by the National Geodetic Survey in February 1996..
 AW6426
 AW6426
 AW6426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6426
 AW6426.The geoid height was determined by GEOID03.
 AW6426
 AW6426;                    North         East     Units Scale Factor Converg.
 AW6426;SPC TXSC     - 4,215,425.276   965,052.719   MT  0.99988622   +1 50 56.4
 AW6426;SPC TXSC     -13,830,107.76  3,166,177.13   sFT  0.99988622   +1 50 56.4
 AW6426;UTM  15      - 3,290,274.288   284,702.980   MT  1.00017195   -1 06 14.6
 AW6426
 AW6426                          SUPERSEDED SURVEY CONTROL
 AW6426
 AW6426  NAD 83(1986)-  29 43 26.32261(N)    095 13 33.02590(W) AD(       ) 4
 AW6426  NAD 27      -  29 43 25.50614(N)    095 13 32.25884(W) AD(       ) 3
 AW6426
 AW6426.Superseded values are not recommended for survey control.
 AW6426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6426.See file dsdata.txt to determine how the superseded data were derived.
 AW6426
 AW6426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8470390274(NAD 83)
 AW6426_MARKER: 63 = STACK
 AW6426
 AW6426  HISTORY     - Date     Condition        Report By
 AW6426  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6426  HISTORY     - 1952     GOOD             CGS
 AW6426  HISTORY     - 1955     GOOD             CGS
 AW6426  HISTORY     - 19931030 GOOD             USPSQD
 AW6426  HISTORY     - 20040326 GOOD             USPSQD
 AW6426
 AW6426                          STATION DESCRIPTION
 AW6426
 AW6426'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6426'THIS INTERSECTION STATION IS LOCATED ABOUT 8.5 MILES E BY S
 AW6426'OF THE BUSINESS DISTRICT OF HOUSTON, ABOUT 3.5 MILES ENE OF THE
 AW6426'HARRISBURG JUNCTION OF U.S. HIGHWAYS 75 AND 225, AND ABOUT
 AW6426'200 FEET W OF THE DEEPWATER ROAD.  IT IS CONSTRUCTED OF WHITE
 AW6426'CONCRETE AND IS ABOUT 350 FEET HIGH.
 AW6426'
 AW6426'THE POINT LOCATED WAS THE CENTER OF THE HIGHEST PART OF THE
 AW6426'STACK.
 AW6426
 AW6426                          STATION RECOVERY (1952)
 AW6426
 AW6426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6426'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 AW6426
 AW6426                          STATION RECOVERY (1955)
 AW6426
 AW6426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6426'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 AW6426'ADEQUATE AND COMPLETE.
 AW6426
 AW6426                          STATION RECOVERY (1993)
 AW6426
 AW6426'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6426'RECOVERED IN GOOD CONDITION.
 AW6426
 AW6426                          STATION RECOVERY (2004)
 AW6426
 AW6426'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0438 ***********************************************************************
 BQ0438  DESIGNATION -  DEEPWELL
 BQ0438  PID         -  BQ0438
 BQ0438  STATE/COUNTY-  TX/PRESIDIO
 BQ0438  USGS QUAD   -  CUESTA DEL BURRO EAST (1983)
 BQ0438
 BQ0438                         *CURRENT SURVEY CONTROL
 BQ0438  ___________________________________________________________________
 BQ0438* NAD 83(1993)-  30 06 11.32137(N)    104 21 14.73808(W)     ADJUSTED  
 BQ0438* NAVD 88     -      1693.     (meters)    5554.     (feet)  SCALED    
 BQ0438  ___________________________________________________________________
 BQ0438  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 BQ0438  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BQ0438
 BQ0438  HORZ ORDER  -  SECOND
 BQ0438
 BQ0438.The horizontal coordinates were established by classical geodetic methods
 BQ0438.and adjusted by the National Geodetic Survey in February 1996..
 BQ0438
 BQ0438.The orthometric height was scaled from a topographic map.
 BQ0438
 BQ0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0438
 BQ0438.The geoid height was determined by GEOID03.
 BQ0438
 BQ0438;                    North         East     Units Scale Factor Converg.
 BQ0438;SPC TXSC     - 4,263,372.498    84,142.995   MT  0.99995292   -2 37 22.9
 BQ0438;SPC TXSC     -13,987,414.60    276,059.14   sFT  0.99995292   -2 37 22.9
 BQ0438;UTM  13      - 3,330,390.665   562,232.284   MT  0.99964778   +0 19 26.3
 BQ0438
 BQ0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0438!SPC TXSC     -   0.99973770  x   0.99995292  =   0.99969063
 BQ0438!UTM  13      -   0.99973770  x   0.99964778  =   0.99938557
 BQ0438
 BQ0438:                Primary Azimuth Mark                     Grid Az
 BQ0438:SPC TXSC     -  DEEPWELL AZ MK                           097 09 17.1
 BQ0438:UTM  13      -  DEEPWELL AZ MK                           094 12 27.9
 BQ0438
 BQ0438|---------------------------------------------------------------------|
 BQ0438| PID    Reference Object                     Distance      Geod. Az  |
 BQ0438|                                                           dddmmss.s |
 BQ0438| CH8766 DEEPWELL AZ MK                                     0943154.2 |
 BQ0438| CH8767 DEEPWELL RM 1                         9.584 METERS 14829     |
 BQ0438| CH8768 DEEPWELL RM 2                        10.163 METERS 25837     |
 BQ0438| BQ0440 TOP OF WATER WELL DERRICK           APPROX. 8.5 KM 3145621.5 |
 BQ0438|---------------------------------------------------------------------|
 BQ0438
 BQ0438                          SUPERSEDED SURVEY CONTROL
 BQ0438
 BQ0438  NAD 83(1986)-  30 06 11.31542(N)    104 21 14.73700(W) AD(       ) 2
 BQ0438  NAD 27      -  30 06 10.73900(N)    104 21 13.03000(W) AD(       ) 2
 BQ0438
 BQ0438.Superseded values are not recommended for survey control.
 BQ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0438.See file dsdata.txt to determine how the superseded data were derived.
 BQ0438
 BQ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP6223230391(NAD 83)
 BQ0438_MARKER: DS = TRIANGULATION STATION DISK
 BQ0438_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0438_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BQ0438
 BQ0438  HISTORY     - Date     Condition        Report By
 BQ0438  HISTORY     - 1942     MONUMENTED       CGS
 BQ0438  HISTORY     - 1943     GOOD             CGS
 BQ0438
 BQ0438                          STATION DESCRIPTION
 BQ0438
 BQ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0438'STATION IS LOCATED 26 MILES, AIR LINE, SW OF MARFA, 9 MILES,
 BQ0438'AIR LINE, SSW OF FLETCHERS RANCH, AND 2 MILES, AIR LINE, W OF
 BQ0438'THE LOVES RANCH DEEP WELL, ON THE HIGHEST POINT OF A PROMINENT,
 BQ0438'LOW HILL, ON THE TOP OF THE DIVIDE BETWEEN THE PRAIRIE TO
 BQ0438'THE N AND E, AND THE BREAKS TO THE S.  THERE IS A LARGE, LOW
 BQ0438'WATER TANK 500 FEET E OF THE STATION, ON THE SHOULDER OF THE
 BQ0438'SAME HILL.
 BQ0438'
 BQ0438'STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE
 BQ0438'IN BEDROCK, WHICH IS FLUSH WITH THE GROUND.  IT IS STAMPED
 BQ0438'DEEPWELL 1942.
 BQ0438'
 BQ0438'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK CEMENTED IN A
 BQ0438'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT IS
 BQ0438'STAMPED DEEPWELL NO. 1 1942.
 BQ0438'
 BQ0438'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN A
 BQ0438'DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 5 INCHES ABOVE THE
 BQ0438'GROUND.  IT IS STAMPED DEEPWELL NO. 2 1942.
 BQ0438'
 BQ0438'THE AZIMUTH MARK IS A STANDARD BRONZE DISK CEMENTED IN A
 BQ0438'DRILL HOLE IN BEDROCK WHICH PROJECTS 10 INCHES ABOVE THE GROUND.
 BQ0438'IT IS 83.2 FEET SW OF THE SW CORNER OF A LARGE CORRAL WHICH
 BQ0438'LIES ABOUT HALFWAY BETWEEN THE STATION AND LOVES RANCH DEEP
 BQ0438'WELL.
 BQ0438'
 BQ0438'THERE ARE 4- BY 4-INCH WHITE MARKER POSTS WHICH PROJECT ABOUT
 BQ0438'2.5 FEET, AT BOTH THE STATION AND AZIMUTH MARK.  THEIR PERMANENCY
 BQ0438'IS DOUBTFUL, HOWEVER, SINCE THE ROCKY GROUND PREVENTED THEIR
 BQ0438'BEING BURIED VERY DEEPLY.
 BQ0438'
 BQ0438'REACHED FROM THE POST OFFICE IN MARFA BY GOING NW ON U.S.
 BQ0438'HIGHWAY 90 FOR 0.6 MILE TO A GRADED DIRT ROAD LEFT AT A SIGN
 BQ0438'RUIDOSA, THENCE TURN LEFT AND FOLLOW THE RUIDOSA HIGHWAY SW
 BQ0438'FOR 18.1 MILES TO THE FLETCHER RANCH ON THE RIGHT, THENCE
 BQ0438'CONTINUE SW ON THE RUIDOSA HIGHWAY FOR 0.2 MILE TO A DIRT
 BQ0438'ROAD LEFT OVER A CATTLE GUARD, THENCE TURN LEFT OVER THE
 BQ0438'CATTLE GUARD AND GO S AS PER SIGN LOVES RANCH FOR 5.7 MILES
 BQ0438'TO A FORKS, THENCE RIGHT FORK SSW FOR 1.5 MILES TO LOVES RANCH
 BQ0438'DEEP WELL (SEVERAL BUILDINGS AND TWO TALL, WOODEN WATER WELL
 BQ0438'DERRICKS), THENCE RIGHT FORK AND GO W FOR 0.4 MILE TO A
 BQ0438'CATTLE GUARD, THENCE CONTINUE W ON BLADED ROAD FOR 0.2 MILE
 BQ0438'TO DIM TRACK ROAD RIGHT, THENCE TURN RIGHT ON THE DIM
 BQ0438'TRACK ROAD AND GO WESTERLY ALONG THE N BASE OF A LOW HILL,
 BQ0438'PASSING SEVERAL TANKS AND UP HILL ALONG A BURIED PIPE LINE
 BQ0438'FOR 1.4 MILES TO WHERE LARGE BOULDERS PREVENT FURTHER
 BQ0438'PROGRESS, AND END OF TRUCK TRAVEL, THENCE CONTINUE ON
 BQ0438'FOOT UP THE HILL, PASSING A LARGE TANK AND TO THE HIGHEST
 BQ0438'POINT AND STATION, ABOUT 10 MINUTES FROM THE TRUCK.
 BQ0438
 BQ0438                          STATION RECOVERY (1943)
 BQ0438
 BQ0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BQ0438'STATION IS ON THE TOP OF A PROMINENT LOW HILL, AS VIEWED FROM
 BQ0438'THE N OR E, AND ON THE SUMMIT OF THE DIVIDE BETWEEN THE GRASS
 BQ0438'PRAIRIE TO THE N AND THE BREAKS TO THE S.  IT IS ABOUT 26
 BQ0438'MILES SW OF MARFA, 9 MILES SSW OF THE FLETCHER RANCH, 2 MILES
 BQ0438'W OF THE LOVE RANCH DEEP WELL, 200 YARDS SW OF A LOW IRON WATER
 BQ0438'TANK ON THE CREST OF THE RIDGE AND 6 FEET E OF A WHITE WOODEN
 BQ0438'WITNESS POST.
 BQ0438'
 BQ0438'THE STATION IS A BRONZE DISK SET IN A DRILL HOLE IN A ROCK
 BQ0438'OUTCROP.  STAMPED DEEPWELL 1942.
 BQ0438'
 BQ0438'REFERENCE MARK NO. 1, SE OF THE STATION, IS A BRONZE DISK SET
 BQ0438'IN A DRILL HOLE IN A ROCK OUTCROP.  STAMPED DEEPWELL NO. 1 1942.
 BQ0438'
 BQ0438'REFERENCE MARK NO. 2, W OF THE STATION, IS A BRONZE DISK SET
 BQ0438'IN A DRILL HOLE IN A ROCK OUTCROP.  STAMPED DEEPWELL NO. 2 1942.
 BQ0438'
 BQ0438'THE AZIMUTH MARK, E OF THE STATION, IS A BRONZE DISK SET IN
 BQ0438'A DRILL HOLE IN A BEDROCK OUTCROP.  STAMPED DEEPWELL 1942.
 BQ0438'THE AZIMUTH IS LOCATED 1.0 MILE S OF THE DEEP WELL PUMPING
 BQ0438'STATION, 200 YARDS W OF THE ROAD AND 75 FEET S OF THE MIDDLE
 BQ0438'OF THE STOCKYARDS IN A LARGE TRIANGULAR-SHAPED BOULDER WHICH
 BQ0438'SEEMS TO BE A PART OF THE BEDROCK AND WHICH PROJECTS 2 FEET
 BQ0438'ABOVE THE SOIL.
 BQ0438'
 BQ0438'TO REACH FROM MARFA GO W FROM THE STOP LIGHT ON U.S. HIGHWAY
 BQ0438'90 FOR 0.6 MILE, TURN LEFT, S, ON THE HIGHWAY TOWARD RUIDOSA
 BQ0438'FOR 18.1 MILES TO THE FLETCHER RANCH ON THE RIGHT, CONTINUE
 BQ0438'SW ON THE MAIN ROAD 0.2 MILE TO A GATE AND CATTLE GUARD ON
 BQ0438'THE LEFT, CROSS OVER GUARD AND GO SW ON A BLADED ROAD 5.7 MILES,
 BQ0438'TAKE THE RIGHT FORK AND CONTINUE SSW 1.5 MILES TO A COW CAMP
 BQ0438'AND THE LOVE RANCH DEEP WELL AND PUMPING PLANT.  BEAR TO THE
 BQ0438'RIGHT HERE AND CONTINUE S 0.2 MILE, TURN RIGHT ONTO A TRACK
 BQ0438'ROAD AND GO W, UP THE DRAW, PASSING TWO TANKS, THEN UP THE
 BQ0438'RIDGE ALONG A BURIED PIPE LINE FOR 1.4 MILES TO THE END OF
 BQ0438'TRUCK TRAVEL.  HERE PACK W, UP THE HILL, TO THE TANK ON THE
 BQ0438'RIDGE, THEN ALONG THE RIDGE SW TO THE HIGH GROUND AND THE
 BQ0438'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0604 ***********************************************************************
 AO0604  DESIGNATION -  DEER
 AO0604  PID         -  AO0604
 AO0604  STATE/COUNTY-  TX/MCMULLEN
 AO0604  USGS QUAD   -  TILDEN (1968)
 AO0604
 AO0604                         *CURRENT SURVEY CONTROL
 AO0604  ___________________________________________________________________
 AO0604* NAD 83(1993)-  28 22 53.43795(N)    098 30 13.95538(W)     ADJUSTED  
 AO0604* NAVD 88     -        93.48   (+/-2cm)     306.7    (feet)  VERTCON   
 AO0604  ___________________________________________________________________
 AO0604  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AO0604  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AO0604
 AO0604  HORZ ORDER  -  THIRD
 AO0604  VERT ORDER  -  THIRD ? (See Below)
 AO0604
 AO0604.The horizontal coordinates were established by classical geodetic methods
 AO0604.and adjusted by the National Geodetic Survey in February 1996..
 AO0604
 AO0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0604.The vertical order pertains to the NGVD 29 superseded value.
 AO0604
 AO0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0604
 AO0604.The geoid height was determined by GEOID03.
 AO0604
 AO0604;                    North         East     Units Scale Factor Converg.
 AO0604;SPC TXSC     - 4,060,858.524   648,626.565   MT  1.00000052   +0 14 35.0
 AO0604;SPC TXSC     -13,323,000.01  2,128,035.66   sFT  1.00000052   +0 14 35.0
 AO0604;UTM  14      - 3,139,565.460   548,607.570   MT  0.99962916   +0 14 09.0
 AO0604
 AO0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0604!SPC TXSC     -   0.99998937  x   1.00000052  =   0.99998989
 AO0604!UTM  14      -   0.99998937  x   0.99962916  =   0.99961854
 AO0604
 AO0604|---------------------------------------------------------------------|
 AO0604| PID    Reference Object                     Distance      Geod. Az  |
 AO0604|                                                           dddmmss.s |
 AO0604| CV4709 DEER RM 1                             7.511 METERS 02756     |
 AO0604| AO0605 PT 51 K USGS 1953                    65.234 METERS 29549     |
 AO0604| CV4708 DEER AZ MK                                         3552611.2 |
 AO0604|---------------------------------------------------------------------|
 AO0604
 AO0604                          SUPERSEDED SURVEY CONTROL
 AO0604
 AO0604  NAD 83(1986)-  28 22 53.44213(N)    098 30 13.93270(W) AD(       ) 3
 AO0604  NAD 27      -  28 22 52.45200(N)    098 30 12.88000(W) AD(       ) 3
 AO0604  NGVD 29 (07/19/86)   93.45   (m)          306.6    (f) LEVELING    3  
 AO0604
 AO0604.Superseded values are not recommended for survey control.
 AO0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0604.See file dsdata.txt to determine how the superseded data were derived.
 AO0604
 AO0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4860839565(NAD 83)
 AO0604_MARKER: DS = TRIANGULATION STATION DISK
 AO0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0604
 AO0604  HISTORY     - Date     Condition        Report By
 AO0604  HISTORY     - 1953     MONUMENTED       CGS
 AO0604  HISTORY     - 1968     GOOD             CGS
 AO0604
 AO0604                          STATION DESCRIPTION
 AO0604
 AO0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0604'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHEAST OF TILDEN,
 AO0604'11.0 MILES SOUTHWEST OF CALLIHAM AND 3.25 MILES EAST OF
 AO0604'STATE HIGHWAY 173, ON A ROUND TOPPED HILL.
 AO0604'
 AO0604'TO REACH THE STATION FROM THE POST OFFICE IN CALLIHAM, FOLLOW
 AO0604'FARM ROAD 63 SOUTH AND WEST FOR 5.7 MILES TO THE JUNCTION OF
 AO0604'FARM ROAD 1106, GOING LEFT, SOUTH (THIS IS ABOUT 6.5 MILES
 AO0604'EAST OF TILDEN), GO SOUTH ON FARM ROAD 1106, PAVED, FOR 4.0
 AO0604'MILES TO END OF PAVEMENT, TURN RIGHT AND GO WEST ON DIRT
 AO0604'ROAD FOR 2.65 MILES TO A WIRE GATE AND A LANE LEADING LEFT,
 AO0604'SOUTH, TO MR. MC CLAUGHERTYS HOUSE, ABOUT 0.15 MILE DISTANCE,
 AO0604'CONTINUE STRAIGHT AHEAD THROUGH WIRE GATE AND FOLLOW LANE
 AO0604'FOR 0.4 MILE TO AN ALUMINUM GATE, PASS THROUGH GATE AND
 AO0604'CONTINUE ON MAIN TRAVELED ROAD SOUTHWEST AND SOUTH FOR 1.6
 AO0604'MILES TO A FENCE CORNER WHERE THE AZIMUTH MARK IS LOCATED
 AO0604'BESIDE A USGS B.M. POST, FOLLOW ROAD GOING SOUTH ALONG
 AO0604'WEST SIDE OF NORTH-SOUTH FENCE FOR 0.05 MILE TO A GATE
 AO0604'ENTERING A FIELD, PASS THROUGH GATE AND GO SOUTH ALONG
 AO0604'EAST SIDE OF THE NORTH-SOUTH FENCE FOR 0.35 MILE TO A GATE AT
 AO0604'SOUTHWEST CORNER OF FIELD, PASS THROUGH GATE AND GO
 AO0604'SOUTHEAST FOR 0.05 MILE TO STATION SITE.
 AO0604'
 AO0604'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED DEER
 AO0604'1953 AND PROJECTS 4 INCHES.  THE MARK IS 197 FEET SOUTH OF
 AO0604'AN EAST-WEST FENCE LINE, 78 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST
 AO0604'CORNER OF A WHITE BUILDING AND 6 FEET NORTH OF A WITNESS
 AO0604'POST.
 AO0604'
 AO0604'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK STAMPED DEER
 AO0604'NO 1 1953 AND PROJECTS 4 INCHES.  THE MARK IS 175 FEET SOUTH
 AO0604'OF AN EAST-WEST FENCE LINE AND 54 FEET SOUTH-SOUTHWEST OF
 AO0604'THE SOUTHEAST CORNER OF A WHITE BUILDING.
 AO0604'
 AO0604'REFERENCE MARK NO. 2 IS A USGS MARK STAMPED PT STA NO 51K 1925
 AO0604'J67 1925.  THE MARK IS 131 FEET SOUTH OF A GATE IN AN EAST-WEST
 AO0604'FENCE LINE, 3 FEET EAST OF A WHITE POST MARKED U.S. BM 299/7
 AO0604'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 AO0604'
 AO0604'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED DEER
 AO0604'1953 AND PROJECTS 2 INCHES.  THE MARK IS 11 FEET EAST OF
 AO0604'A FENCE CORNER, 3 FEET EAST OF A WHITE POST MARKED UE 306/6
 AO0604'AND IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 AO0604'
 AO0604'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 AO0604'FOR 0.05 MILE TO A GATE AT THE SOUTHWEST CORNER OF A FIELD,
 AO0604'PASS THROUGH GATE AND GO NORTH ALONG EAST SIDE OF A NORTH-SOUTH
 AO0604'FENCE LINE FOR 0.35 MILE TO A GATE IN FENCE LINE, PASS THROUGH
 AO0604'GATE AND CONTINUE NORTH ALONG WEST SIDE OF NORTH-SOUTH FENCE
 AO0604'LINE FOR 0.05 MILE TO A FENCE CORNER AND THE AZIMUTH MARK
 AO0604'AS DESCRIBED ABOVE.
 AO0604
 AO0604                          STATION RECOVERY (1968)
 AO0604
 AO0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLP)
 AO0604'STATION AND ALL OTHER MARKS WERE RECOVERED IN GOOD CONDITION.
 AO0604'
 AO0604'TO REACH THE STATION FROM THE POST OFFICE IN CALLIHAM GO SW ON
 AO0604'STATE HWY 72 FOR 5.7 MILES TO THE JUNCTION WITH FARM ROAD
 AO0604'1106.  TURN LEFT (SOUTH) AND GO 4.0 MILES TO ROAD JUNCTION AND
 AO0604'END OF PAVEMENT.  TURN RIGHT (WEST) ON GRADED COUNTY ROAD.
 AO0604'GO 2.65 MILES TO A T-LANE SOUTH.  LANE LEADS TO HOUSE WHERE
 AO0604'OWNER OF PROPERTY LIVES.  CONTINUE STRAIGHT AHEAD ON WELL
 AO0604'TRAVELED ROAD FOR 0.95 MILES ALONG NORTH SIDE OF E-W FENCE
 AO0604'TO A ROAD FORK.  TURN LEFT THROUGH GATE AND GO SW 1.05 MILES
 AO0604'ALONG FIELD ROAD TO A FENCH CORNER WHERE THE AZIMUTH MARK
 AO0604'IS.  CONTINUE S. 0.4 MILES TO A GATE IN AN E-W FENCE.  PASS
 AO0604'THROUGH GATE AND GO SE FOR 0.05 MILES TO STATION SITE.
 AO0604'
 AO0604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.0
 AO0604'MILES SE OF TILDEN, 11.0 MILES SW OF CALLIHAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9954 ***********************************************************************
 AG9954  DESIGNATION -  DEER
 AG9954  PID         -  AG9954
 AG9954  STATE/COUNTY-  TX/TRAVIS
 AG9954  USGS QUAD   -  BEE CAVE (1986)
 AG9954
 AG9954                         *CURRENT SURVEY CONTROL
 AG9954  ___________________________________________________________________
 AG9954* NAD 83(1993)-  30 21 44.28045(N)    097 53 58.24558(W)     ADJUSTED  
 AG9954* NAVD 88     -       254.5    (meters)     835.     (feet)  VERTCON   
 AG9954  ___________________________________________________________________
 AG9954  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AG9954  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AG9954
 AG9954  HORZ ORDER  -  THIRD
 AG9954
 AG9954.The horizontal coordinates were established by classical geodetic methods
 AG9954.and adjusted by the National Geodetic Survey in July 1998..
 AG9954
 AG9954.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9954
 AG9954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9954
 AG9954.The geoid height was determined by GEOID03.
 AG9954
 AG9954;                    North         East     Units Scale Factor Converg.
 AG9954;SPC TX C     - 3,079,674.803   933,940.729   MT  0.99994350   +1 15 12.8
 AG9954;SPC TX C     -10,103,899.75  3,064,103.88   sFT  0.99994350   +1 15 12.8
 AG9954;UTM  14      - 3,359,445.654   605,754.999   MT  0.99973797   +0 33 22.7
 AG9954
 AG9954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9954!SPC TX C     -   0.99996403  x   0.99994350  =   0.99990753
 AG9954!UTM  14      -   0.99996403  x   0.99973797  =   0.99970201
 AG9954
 AG9954                          SUPERSEDED SURVEY CONTROL
 AG9954
 AG9954  NGVD 29 (07/28/98)  254.4    (m)          835.     (f) VERT ANG       
 AG9954
 AG9954.Superseded values are not recommended for survey control.
 AG9954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9954.See file dsdata.txt to determine how the superseded data were derived.
 AG9954
 AG9954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0575559446(NAD 83)
 AG9954_MARKER: DS = TRIANGULATION STATION DISK
 AG9954
 AG9954  HISTORY     - Date     Condition        Report By
 AG9954  HISTORY     - 1952     MONUMENTED       USGS
 AG9954  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 AG9954
 AG9954                          STATION DESCRIPTION
 AG9954
 AG9954'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AG9954'STATION IS LOCATED APPROXIMATELY 2 MI. SSE. OF MANSFIELD DAM ON A
 AG9954'SMALL PROMINENT KNOLL ON THE E. SIDE OF QUINLAN COUNTY PARK ROAD.
 AG9954'TO REACH STATION FROM MANSFIELD DAM CONTROL TOWER, GO SE. ALONG FARM
 AG9954'ROAD 620 1.9 MI. TO QUINLAN PARK ROAD 0.9 MI. TO RD. FORK TO EAST
 AG9954'RANCH.  TAKE RIGHT FORK AND CONTINUE SW. 1.2 MI. TO CATTLEGUARD.
 AG9954'STATION IS 80 FT. E. OF CATTLEGUARD ON KNOLL, 7 FT. E. OF LARGE CEDAR
 AG9954'TREE.
 AG9954'RECOVERED IN GOOD CONDITION BY USGS IN 1957.
 AG9954'STATION MARK--USGS STANDARD TABLET STAMPED---DEER 1952 834---,
 AG9954'CEMENTED IN SOLID ROCK.
 AG9954'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER IN BLAZE ON 4-IN. TREE,
 AG9954'75.40 FT. FROM STATION MARK IN TRUE DIRECTION 44 DEGREES 09 MINUTES.
 AG9954'(NOT RECOVERED IN 1957.)
 AG9954'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER IN BLAZE ON 8-IN. TREE,
 AG9954'7.46 FT. FROM STATION MARK IN TRUE DIRECTION 125 DEGREES 07 MINUTES.
 AG9954
 AG9954                          STATION RECOVERY (2003)
 AG9954
 AG9954'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AG9954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6308 ***********************************************************************
 AW6308  DESIGNATION -  DEER PARK
 AW6308  PID         -  AW6308
 AW6308  STATE/COUNTY-  TX/HARRIS
 AW6308  USGS QUAD   -  LA PORTE (1982)
 AW6308
 AW6308                         *CURRENT SURVEY CONTROL
 AW6308  ___________________________________________________________________
 AW6308* NAD 83(1993)-  29 42 31.28883(N)    095 07 13.26402(W)     ADJUSTED  
 AW6308* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AW6308  ___________________________________________________________________
 AW6308  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AW6308  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW6308
 AW6308  HORZ ORDER  -  THIRD
 AW6308
 AW6308.The horizontal coordinates were established by classical geodetic methods
 AW6308.and adjusted by the National Geodetic Survey in February 1996..
 AW6308
 AW6308.The orthometric height was scaled from a topographic map.
 AW6308
 AW6308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6308
 AW6308.The geoid height was determined by GEOID03.
 AW6308
 AW6308;                    North         East     Units Scale Factor Converg.
 AW6308;SPC TXSC     - 4,214,066.208   975,309.119   MT  0.99988445   +1 54 02.5
 AW6308;SPC TXSC     -13,825,648.88  3,199,826.67   sFT  0.99988445   +1 54 02.5
 AW6308;UTM  15      - 3,288,388.254   294,878.408   MT  1.00011916   -1 03 04.3
 AW6308
 AW6308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6308!SPC TXSC     -   1.00000285  x   0.99988445  =   0.99988730
 AW6308!UTM  15      -   1.00000285  x   1.00011916  =   1.00012201
 AW6308
 AW6308|---------------------------------------------------------------------|
 AW6308| PID    Reference Object                     Distance      Geod. Az  |
 AW6308|                                                           dddmmss.s |
 AW6308| CV7092 DEER PARK RM 1                        1.204 METERS 17844     |
 AW6308| CV7093 DEER PARK RM 2                        3.103 METERS 26846     |
 AW6308| AW6480 PASADENA RAD STA KTRH W MAST        APPROX. 5.1 KM 2730800.6 |
 AW6308|---------------------------------------------------------------------|
 AW6308
 AW6308                          SUPERSEDED SURVEY CONTROL
 AW6308
 AW6308  NAD 83(1986)-  29 42 31.30406(N)    095 07 13.24496(W) AD(       ) 3
 AW6308  NAD 27      -  29 42 30.48062(N)    095 07 12.48748(W) AD(       ) 3
 AW6308
 AW6308.Superseded values are not recommended for survey control.
 AW6308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6308.See file dsdata.txt to determine how the superseded data were derived.
 AW6308
 AW6308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9487888388(NAD 83)
 AW6308_MARKER: Z = SEE DESCRIPTION
 AW6308_SETTING: 0 = UNSPECIFIED SETTING
 AW6308
 AW6308  HISTORY     - Date     Condition        Report By
 AW6308  HISTORY     - 1931     MONUMENTED       CGS
 AW6308  HISTORY     - 1934     GOOD             TXGS
 AW6308  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6308  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6308  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW6308
 AW6308                          STATION DESCRIPTION
 AW6308
 AW6308'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6308'STATION IS LOCATED ON THE ROOF OF SAN JACINTO ELEMENTARY
 AW6308'SCHOOL AT DEER PARK.  IT IS ON THE N WING OF BUILDING, 2.8
 AW6308'(FEET) FROM THE S TANGENT OF A 2-INCH VENTILATING PIPE
 AW6308'PROJECTING 0.8 FOOT ABOVE ROOF.
 AW6308'
 AW6308'DUE TO THE NATURE OF THE ROOFING MATERIAL THE STATION CENTER
 AW6308'WAS NOT MARKED, BUT IS RECOVERABLE FROM REFERENCE MARK 1 WHICH
 AW6308'IS A CROSS CUT IN A 1.25- BY 0.4-FOOT PARAPET TO THE S.
 AW6308'REFERENCE MARK 2 IS A CROSS IN A SIMILAR PARAPET TO THE W.
 AW6308
 AW6308                          STATION RECOVERY (1934)
 AW6308
 AW6308'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6308'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AW6308'DESCRIBED.
 AW6308
 AW6308                          STATION RECOVERY (1952)
 AW6308
 AW6308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6308'STATION WAS NOT RECOVERED.  IT WAS NOT MARKED AND THE PARAPETS
 AW6308'REFERRED TO IN THE ORIGINAL DESCRIPTION HAVE BEEN COVERED BY A
 AW6308'COAT OF ROOFING TAR.  THE CROSSES WERE SEARCHED FOR BUT NOT
 AW6308'RECOVERED.  IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED
 AW6308'AS LOST.
 AW6308
 AW6308                          STATION RECOVERY (1997)
 AW6308
 AW6308'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6308'MARK NOT FOUND.
 AW6308
 AW6308                          STATION RECOVERY (1997)
 AW6308
 AW6308'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6328 ***********************************************************************
 AW6328  DESIGNATION -  DEER PARK HOUSTON PLINE MAST
 AW6328  PID         -  AW6328
 AW6328  STATE/COUNTY-  TX/HARRIS
 AW6328  USGS QUAD   -  LA PORTE (1982)
 AW6328
 AW6328                         *CURRENT SURVEY CONTROL
 AW6328  ___________________________________________________________________
 AW6328* NAD 83(1993)-  29 42 53.26345(N)    095 05 40.30942(W)     ADJUSTED  
 AW6328* NAVD 88     -                                                        
 AW6328  ___________________________________________________________________
 AW6328  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6328  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6328
 AW6328  HORZ ORDER  -  THIRD
 AW6328
 AW6328.The horizontal coordinates were established by classical geodetic methods
 AW6328.and adjusted by the National Geodetic Survey in February 1996..
 AW6328
 AW6328
 AW6328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6328
 AW6328.The geoid height was determined by GEOID03.
 AW6328
 AW6328;                    North         East     Units Scale Factor Converg.
 AW6328;SPC TXSC     - 4,214,825.511   977,783.447   MT  0.99988515   +1 54 48.0
 AW6328;SPC TXSC     -13,828,140.03  3,207,944.53   sFT  0.99988515   +1 54 48.0
 AW6328;UTM  15      - 3,289,019.271   297,389.129   MT  1.00010653   -1 02 18.9
 AW6328
 AW6328                          SUPERSEDED SURVEY CONTROL
 AW6328
 AW6328  NAD 83(1986)-  29 42 53.27892(N)    095 05 40.29024(W) AD(       ) 4
 AW6328  NAD 27      -  29 42 52.45267(N)    095 05 39.54308(W) AD(       ) 3
 AW6328
 AW6328.Superseded values are not recommended for survey control.
 AW6328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6328.See file dsdata.txt to determine how the superseded data were derived.
 AW6328
 AW6328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9738989019(NAD 83)
 AW6328_MARKER: 42 = RADIO/TV MAST
 AW6328
 AW6328  HISTORY     - Date     Condition        Report By
 AW6328  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6328  HISTORY     - 19960921 GOOD             USPSQD
 AW6328  HISTORY     - 19970927 GOOD             USPSQD
 AW6328
 AW6328                          STATION DESCRIPTION
 AW6328
 AW6328'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6328'THE CENTER OF THE TOP OF A SKELETON STEEL RADIO MAST PAINTED
 AW6328'IN RED AND WHITE BANDS AND OBSTRUCTION LIGHTED.  THE MAST
 AW6328'IS 421 FT. TALL.  IT IS LOCATED 1.8 MI. NE OF DEER PARK,
 AW6328'0.7 MI. N OF STATE HIGHWAY 225, AND 0.3 MI. W OF STATE HIGHWAY
 AW6328'134.
 AW6328'
 AW6328'THIS IS AN INTERSECTION STATION.
 AW6328
 AW6328                          STATION RECOVERY (1996)
 AW6328
 AW6328'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6328'RECOVERED IN GOOD CONDITION.
 AW6328
 AW6328                          STATION RECOVERY (1997)
 AW6328
 AW6328'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6304 ***********************************************************************
 AW6304  DESIGNATION -  DEER PARK LUBRIZOIL CO TANK
 AW6304  PID         -  AW6304
 AW6304  STATE/COUNTY-  TX/HARRIS
 AW6304  USGS QUAD   -  LA PORTE (1982)
 AW6304
 AW6304                         *CURRENT SURVEY CONTROL
 AW6304  ___________________________________________________________________
 AW6304* NAD 83(1993)-  29 43 13.03650(N)    095 06 55.06177(W)     ADJUSTED  
 AW6304* NAVD 88     -                                                        
 AW6304  ___________________________________________________________________
 AW6304  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AW6304  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6304
 AW6304  HORZ ORDER  -  THIRD
 AW6304
 AW6304.The horizontal coordinates were established by classical geodetic methods
 AW6304.and adjusted by the National Geodetic Survey in February 1996..
 AW6304
 AW6304
 AW6304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6304
 AW6304.The geoid height was determined by GEOID03.
 AW6304
 AW6304;                    North         East     Units Scale Factor Converg.
 AW6304;SPC TXSC     - 4,215,367.041   975,755.378   MT  0.99988578   +1 54 11.4
 AW6304;SPC TXSC     -13,829,916.70  3,201,290.77   sFT  0.99988578   +1 54 11.4
 AW6304;UTM  15      - 3,289,664.675   295,391.188   MT  1.00011657   -1 02 56.6
 AW6304
 AW6304                          SUPERSEDED SURVEY CONTROL
 AW6304
 AW6304  NAD 83(1986)-  29 43 13.05178(N)    095 06 55.04278(W) AD(       ) 4
 AW6304  NAD 27      -  29 43 12.22929(N)    095 06 54.28964(W) AD(       ) 3
 AW6304
 AW6304.Superseded values are not recommended for survey control.
 AW6304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6304.See file dsdata.txt to determine how the superseded data were derived.
 AW6304
 AW6304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9539189665(NAD 83)
 AW6304_MARKER: 53 = ELEVATED TANK
 AW6304
 AW6304  HISTORY     - Date     Condition        Report By
 AW6304  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6304  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW6304  HISTORY     - 19970927 GOOD             USPSQD
 AW6304  HISTORY     - 19970929 GOOD             USPSQD
 AW6304  HISTORY     - 20040326 GOOD             USPSQD
 AW6304
 AW6304                          STATION DESCRIPTION
 AW6304
 AW6304'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6304'THE CENTER OF A STEEL ELEVATED TANK PAINTED WHITE WITH THE
 AW6304'NAME LUBRIZOL PAINTED ON THE S SIDE.  IT IS APPROXIMATELY
 AW6304'0.9 MI. NE OF DEER PARK, AT THE LUBRIZOL COMPANY PLANT,
 AW6304'180 FT. N OF AN E-W RAILROAD TRACK, AND 100 FT. W OF A CURVING
 AW6304'SPUR TRACK.  THE TANK IS OBSTRUCTION LIGHTED, AND IS 129
 AW6304'FT. TALL.
 AW6304'
 AW6304'THIS IS AN INTERSECTION STATION.
 AW6304
 AW6304                          STATION RECOVERY (1996)
 AW6304
 AW6304'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6304'MARK NOT FOUND.
 AW6304
 AW6304                          STATION RECOVERY (1997)
 AW6304
 AW6304'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6304'RECOVERED IN GOOD CONDITION.
 AW6304
 AW6304                          STATION RECOVERY (1997)
 AW6304
 AW6304'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6304'RECOVERED IN GOOD CONDITION.
 AW6304
 AW6304                          STATION RECOVERY (2004)
 AW6304
 AW6304'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6309 ***********************************************************************
 AW6309  DESIGNATION -  DEER PARK MUNICIPAL TANK
 AW6309  PID         -  AW6309
 AW6309  STATE/COUNTY-  TX/HARRIS
 AW6309  USGS QUAD   -  LA PORTE (1982)
 AW6309
 AW6309                         *CURRENT SURVEY CONTROL
 AW6309  ___________________________________________________________________
 AW6309* NAD 83(1993)-  29 42 20.14942(N)    095 07 19.67359(W)     ADJUSTED  
 AW6309* NAVD 88     -                                                        
 AW6309  ___________________________________________________________________
 AW6309  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6309  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW6309
 AW6309  HORZ ORDER  -  THIRD
 AW6309
 AW6309.The horizontal coordinates were established by classical geodetic methods
 AW6309.and adjusted by the National Geodetic Survey in February 1996..
 AW6309
 AW6309
 AW6309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6309
 AW6309.The geoid height was determined by GEOID03.
 AW6309
 AW6309;                    North         East     Units Scale Factor Converg.
 AW6309;SPC TXSC     - 4,213,717.731   975,148.316   MT  0.99988410   +1 53 59.3
 AW6309;SPC TXSC     -13,824,505.59  3,199,299.10   sFT  0.99988410   +1 53 59.3
 AW6309;UTM  15      - 3,288,048.440   294,699.831   MT  1.00012007   -1 03 07.1
 AW6309
 AW6309                          SUPERSEDED SURVEY CONTROL
 AW6309
 AW6309  NAD 83(1986)-  29 42 20.16501(N)    095 07 19.65491(W) AD(       ) 4
 AW6309  NAD 27      -  29 42 19.33592(N)    095 07 18.89607(W) AD(       ) 3
 AW6309
 AW6309.Superseded values are not recommended for survey control.
 AW6309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6309.See file dsdata.txt to determine how the superseded data were derived.
 AW6309
 AW6309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9470088048(NAD 83)
 AW6309_MARKER: 51 = TANK
 AW6309
 AW6309  HISTORY     - Date     Condition        Report By
 AW6309  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6309  HISTORY     - 20040326 GOOD             USPSQD
 AW6309
 AW6309                          STATION DESCRIPTION
 AW6309
 AW6309'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6479 ***********************************************************************
 AW6479  DESIGNATION -  DEER PARK SHELL REF TALL STK
 AW6479  PID         -  AW6479
 AW6479  STATE/COUNTY-  TX/HARRIS
 AW6479  USGS QUAD   -  PASADENA (1995)
 AW6479
 AW6479                         *CURRENT SURVEY CONTROL
 AW6479  ___________________________________________________________________
 AW6479* NAD 83(1993)-  29 43 36.40398(N)    095 07 34.40445(W)     ADJUSTED  
 AW6479* NAVD 88     -                                                        
 AW6479  ___________________________________________________________________
 AW6479  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6479  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6479
 AW6479  HORZ ORDER  -  THIRD
 AW6479
 AW6479.The horizontal coordinates were established by classical geodetic methods
 AW6479.and adjusted by the National Geodetic Survey in February 1996..
 AW6479
 AW6479
 AW6479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6479
 AW6479.The geoid height was determined by GEOID03.
 AW6479
 AW6479;                    North         East     Units Scale Factor Converg.
 AW6479;SPC TXSC     - 4,216,051.011   974,674.858   MT  0.99988655   +1 53 52.1
 AW6479;SPC TXSC     -13,832,160.69  3,197,745.76   sFT  0.99988655   +1 53 52.1
 AW6479;UTM  15      - 3,290,403.562   294,347.087   MT  1.00012185   -1 03 16.9
 AW6479
 AW6479                          SUPERSEDED SURVEY CONTROL
 AW6479
 AW6479  NAD 83(1986)-  29 43 36.41923(N)    095 07 34.38556(W) AD(       ) 4
 AW6479  NAD 27      -  29 43 35.59465(N)    095 07 33.63471(W) AD(       ) 3
 AW6479
 AW6479.Superseded values are not recommended for survey control.
 AW6479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6479.See file dsdata.txt to determine how the superseded data were derived.
 AW6479
 AW6479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9434790404(NAD 83)
 AW6479_MARKER: 63 = STACK
 AW6479
 AW6479  HISTORY     - Date     Condition        Report By
 AW6479  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6479  HISTORY     - 19960921 GOOD             USPSQD
 AW6479  HISTORY     - 20040326 GOOD             USPSQD
 AW6479
 AW6479                          STATION DESCRIPTION
 AW6479
 AW6479'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6479'THE CENTER OF THE TALLEST WHITE BRICK STACK IN THE SHELL
 AW6479'REFINERY, LOCATED 1.1 MI. N OF STATE HIGHWAY 225, IN ABOUT
 AW6479'THE MIDDLE OF THE REFINERY.  IT IS THE N ONE OF THREE STACKS
 AW6479'IN THE NEAR VICINITY AND IS 310 FT. TALL.
 AW6479'
 AW6479'THIS IS AN INTERSECTION STATION.
 AW6479
 AW6479                          STATION RECOVERY (1996)
 AW6479
 AW6479'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6479'RECOVERED IN GOOD CONDITION.
 AW6479
 AW6479                          STATION RECOVERY (2004)
 AW6479
 AW6479'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6954 ***********************************************************************
 DG6954  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6954  DESIGNATION -  DEERPARK COOP CORS ARP
 DG6954  CORS_ID     -  TSI1
 DG6954  PID         -  DG6954
 DG6954  STATE/COUNTY-  TX/HARRIS
 DG6954  USGS QUAD   -  LA PORTE (1982)
 DG6954
 DG6954                         *CURRENT SURVEY CONTROL
 DG6954  ___________________________________________________________________
 DG6954* NAD 83(CORS)-  29 40 23.46207(N)    095 07 21.22604(W)     ADJUSTED  
 DG6954* NAVD 88     -                                                        
 DG6954  ___________________________________________________________________
 DG6954  EPOCH DATE  -        2002.00
 DG6954  X           -    -495,207.113 (meters)                     COMP
 DG6954  Y           -  -5,524,117.349 (meters)                     COMP
 DG6954  Z           -   3,138,941.762 (meters)                     COMP
 DG6954  ELLIP HEIGHT-         -13.29  (meters)          (07/??/04) GPS OBS
 DG6954  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DG6954
 DG6954  HORZ ORDER  -  SPECIAL (CORS)
 DG6954  ELLP ORDER  -  SPECIAL (CORS)
 DG6954
 DG6954.ITRF positions are available for this station.
 DG6954.The coordinates were established by GPS observations
 DG6954.and adjusted by the National Geodetic Survey in July 2004..
 DG6954.The coordinates are valid at the epoch date displayed above.
 DG6954.The epoch date for horizontal control is a decimal equivalence
 DG6954.of Year/Month/Day.
 DG6954
 DG6954
 DG6954.The PID for the CORS L1 Phase Center is DG6955.
 DG6954
 DG6954.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6954
 DG6954.The ellipsoidal height was determined by GPS observations
 DG6954.and is referenced to NAD 83.
 DG6954
 DG6954.The geoid height was determined by GEOID03.
 DG6954
 DG6954;                    North         East     Units Scale Factor Converg.
 DG6954;SPC TXSC     - 4,210,125.837   975,225.698   MT  0.99988061   +1 53 58.6
 DG6954;SPC TXSC     -13,812,721.18  3,199,552.98   sFT  0.99988061   +1 53 58.6
 DG6954
 DG6954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6954!SPC TXSC     -   1.00000209  x   0.99988061  =   0.99988270
 DG6954
 DG6954                          SUPERSEDED SURVEY CONTROL
 DG6954
 DG6954.No superseded survey control is available for this station.
 DG6954
 DG6954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9459284456(NAD 83)
 DG6954_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6954
 DG6954                          STATION DESCRIPTION
 DG6954
 DG6954'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6954'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6954'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6954'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6954'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6954'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6955 ***********************************************************************
 DG6955  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6955  DESIGNATION -  DEERPARK COOP CORS L1 PHASE CENTER
 DG6955  CORS_ID     -  TSI1
 DG6955  PID         -  DG6955
 DG6955  STATE/COUNTY-  TX/HARRIS
 DG6955  USGS QUAD   -  LA PORTE (1982)
 DG6955
 DG6955                         *CURRENT SURVEY CONTROL
 DG6955  ___________________________________________________________________
 DG6955* NAD 83(CORS)-  29 40 23.46215(N)    095 07 21.22599(W)     ADJUSTED  
 DG6955* NAVD 88     -                                                        
 DG6955  ___________________________________________________________________
 DG6955  EPOCH DATE  -        2002.00
 DG6955  X           -    -495,207.120 (meters)                     COMP
 DG6955  Y           -  -5,524,117.443 (meters)                     COMP
 DG6955  Z           -   3,138,941.819 (meters)                     COMP
 DG6955  ELLIP HEIGHT-         -13.18  (meters)          (07/??/04) GPS OBS
 DG6955  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DG6955
 DG6955  HORZ ORDER  -  SPECIAL (CORS)
 DG6955  ELLP ORDER  -  SPECIAL (CORS)
 DG6955
 DG6955.ITRF positions are available for this station.
 DG6955.The coordinates were established by GPS observations
 DG6955.and adjusted by the National Geodetic Survey in July 2004..
 DG6955.The coordinates are valid at the epoch date displayed above.
 DG6955.The epoch date for horizontal control is a decimal equivalence
 DG6955.of Year/Month/Day.
 DG6955
 DG6955
 DG6955.The PID for the CORS ARP is DG6954.
 DG6955
 DG6955.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6955
 DG6955.The ellipsoidal height was determined by GPS observations
 DG6955.and is referenced to NAD 83.
 DG6955
 DG6955.The geoid height was determined by GEOID03.
 DG6955
 DG6955;                    North         East     Units Scale Factor Converg.
 DG6955;SPC TXSC     - 4,210,125.839   975,225.699   MT  0.99988061   +1 53 58.6
 DG6955;SPC TXSC     -13,812,721.19  3,199,552.98   sFT  0.99988061   +1 53 58.6
 DG6955
 DG6955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6955!SPC TXSC     -   1.00000207  x   0.99988061  =   0.99988268
 DG6955
 DG6955                          SUPERSEDED SURVEY CONTROL
 DG6955
 DG6955.No superseded survey control is available for this station.
 DG6955
 DG6955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9459284456(NAD 83)
 DG6955_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6955
 DG6955                          STATION DESCRIPTION
 DG6955
 DG6955'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6955'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6955'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6955'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6955'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6955'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1941 ***********************************************************************
 FL1941  DESIGNATION -  DEGER
 FL1941  PID         -  FL1941
 FL1941  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1941  USGS QUAD   -  LUTIE (1964)
 FL1941
 FL1941                         *CURRENT SURVEY CONTROL
 FL1941  ___________________________________________________________________
 FL1941* NAD 83(1993)-  35 03 07.58364(N)    100 14 23.30336(W)     ADJUSTED  
 FL1941* NAVD 88     -       695.     (meters)    2280.     (feet)  SCALED    
 FL1941  ___________________________________________________________________
 FL1941  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 FL1941  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 FL1941
 FL1941  HORZ ORDER  -  SECOND
 FL1941
 FL1941.The horizontal coordinates were established by classical geodetic methods
 FL1941.and adjusted by the National Geodetic Survey in February 1996..
 FL1941
 FL1941.The orthometric height was scaled from a topographic map.
 FL1941
 FL1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1941
 FL1941.The geoid height was determined by GEOID03.
 FL1941
 FL1941;                    North         East     Units Scale Factor Converg.
 FL1941;SPC TX N     - 1,117,450.118   314,956.754   MT  0.99993113   +0 43 49.2
 FL1941;SPC TX N     - 3,666,167.60  1,033,320.62   sFT  0.99993113   +0 43 49.2
 FL1941;UTM  14      - 3,879,524.140   386,934.343   MT  0.99975755   -0 42 43.6
 FL1941
 FL1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1941!SPC TX N     -   0.99989507  x   0.99993113  =   0.99982621
 FL1941!UTM  14      -   0.99989507  x   0.99975755  =   0.99965265
 FL1941
 FL1941|---------------------------------------------------------------------|
 FL1941| PID    Reference Object                     Distance      Geod. Az  |
 FL1941|                                                           dddmmss.s |
 FL1941| CK8505 DEGER RM 3                           28.505 METERS 00158     |
 FL1941| CK8503 DEGER RM 1                           27.742 METERS 00217     |
 FL1941| CK8504 DEGER RM 2                           14.294 METERS 09243     |
 FL1941| CK8502 DEGER AZ MK                                        1435554.1 |
 FL1941| FL1943 LUTIE TINDALL COTTON GIN TANK       APPROX. 3.8 KM 1525612.6 |
 FL1941| CK8506 DEGER RM 4                                         2743704.8 |
 FL1941|---------------------------------------------------------------------|
 FL1941
 FL1941                          SUPERSEDED SURVEY CONTROL
 FL1941
 FL1941  NAD 83(1993)-  35 03 07.58464(N)    100 14 23.30355(W) AD(       ) 2
 FL1941  NAD 83(1986)-  35 03 07.58690(N)    100 14 23.29475(W) AD(       ) 2
 FL1941  NAD 27      -  35 03 07.40200(N)    100 14 21.87500(W) AD(       ) 2
 FL1941
 FL1941.Superseded values are not recommended for survey control.
 FL1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1941.See file dsdata.txt to determine how the superseded data were derived.
 FL1941
 FL1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8693479524(NAD 83)
 FL1941_MARKER: DS = TRIANGULATION STATION DISK
 FL1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1941_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1941
 FL1941  HISTORY     - Date     Condition        Report By
 FL1941  HISTORY     - 1951     MONUMENTED       CGS
 FL1941  HISTORY     - 1964     MARK NOT FOUND   USGS
 FL1941  HISTORY     - 1975     GOOD             NCGS
 FL1941
 FL1941                          STATION DESCRIPTION
 FL1941
 FL1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1941'THE STATION IS ABOUT 11.5 MILES AIR LINE SOUTH OF SHAMROCK,
 FL1941'AND ABOUT 2.5 MILES AIR LINE EAST OF SAMNORWOOD.  ON THE TOP
 FL1941'OF A LOW SANDY RISE ON THE SOUTH RIGHT-OF-WAY OF FARM ROAD
 FL1941'1036.  THE STATION MARK, A BRONZE DISK STAMPED DEGER 1951, IS
 FL1941'SET IN A CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS LOCATED
 FL1941'8 FEET WEST OF A WHITE WITNESS POST.  46 FEET SOUTH OF THE
 FL1941'CENTER LINE OF ROAD.  AND 4 FEET NORTH OF A FENCE LINE.
 FL1941'
 FL1941'REFERENCE MARK NO. 1, A BRONZE DISK STAMPED DEGER NO 1 1951,
 FL1941'IS SET IN A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FL1941'IT IS LOCATED 46 FEET NORTH OF THE CENTER LINE OF ROAD, AND
 FL1941'3 FEET SOUTH OF A POWER LINE POLE.
 FL1941'
 FL1941'REFERENCE MARK NO. 2, A BRONZE DISK STAMPED DEGER NO 2 1951,
 FL1941'IS SET IN A CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS LOCATED
 FL1941'49 FEET SOUTH OF THE CENTER LINE OF ROAD.  AND 2 FEET NORTH OF
 FL1941'A FENCE LINE.
 FL1941'
 FL1941'THE AZIMUTH MARK, A BRONZE DISK STAMPED DEGER 1951, IS SET IN
 FL1941'A CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS LOCATED ON
 FL1941'THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 83, 40 FEET EAST OF THE
 FL1941'CENTER LINE OF HIGHWAY, AND 2 FEET WEST OF A WHITE WITNESS POST.
 FL1941'
 FL1941'TO REACH FROM WATER TANK IN SHAMROCK, GO SOUTH ON U.S. HIGHWAY 83
 FL1941'FOR 11.3 MILES TO CROSSROADS*.  TURN RIGHT, WEST, ON FARM ROAD
 FL1941'1036 AND GO 0.1 MILE TO STATION SITE.
 FL1941'
 FL1941'TO REACH THE AZIMUTH MARK FROM* HERE.  GO SOUTH ON U.S. HIGHWAY
 FL1941'83 FOR 0.4 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FL1941
 FL1941                          STATION RECOVERY (1964)
 FL1941
 FL1941'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FL1941'STATION HAS BEEN SEARCHED FOR AND NOT FOUND.  THE FENCE LINE,
 FL1941'4.0 FT. SOUTH OF THE STATION, HAS BEEN REMOVED AS THIS FIELD
 FL1941'IS NOW CULTIVATED.
 FL1941
 FL1941                          STATION RECOVERY (1975)
 FL1941
 FL1941'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (CLN)
 FL1941'THE STATION MARK AND REFERENCE MARK NO. 2, WERE RECOVERED AND
 FL1941'APPEARED TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE
 FL1941'AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED.
 FL1941'
 FL1941'A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO REFERENCE
 FL1941'MARK NO. 2.  THE STATION MARK AND REFERENCE MARK NO. 2, ARE NOW
 FL1941'COVERED BY ABOUT 12 TO 14-INCHES OF DIRT FILL, WHICH WAS DONE
 FL1941'DURING THE RE-CONSTRUCTION OF FARM ROAD 1036.  ITS BELIEVED
 FL1941'THAT REFERENCE MARK NO. 2, MAY HAVE BEEN HIT DURING THE
 FL1941'CONSTRUCTION OF ROAD.
 FL1941'
 FL1941'REFERENCE MARK NO. 3 AND 4 AZI. MK., WERE ESTABLISHED AT THIS TIME.
 FL1941'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FL1941'
 FL1941'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF LUTIE, 2 MILES EAST OF
 FL1941'THE SAMNORWOOD SCHOOL AND 582 FEET WEST OF THE INTERSECTION OF U. S.
 FL1941'HIGHWAY 83 AND FARM ROAD 1036.
 FL1941'
 FL1941'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, THAT IS ABOUT
 FL1941'14-INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED DEGER 1951.
 FL1941'IT IS 582 FEET WEST OF THE INTERSECTION OF U. S. HIGHWAY 83 AND
 FL1941'FARM ROAD 1036, 427 FEET WEST OF A UNDER-GROUND CABLE OUT-LET, 94
 FL1941'FEET SOUTH OF A HI-LINE POLE, 46 FEET SOUTH OF THE CENTER-LINE
 FL1941'OF ROAD AND 1-FOOT NORTH OF A METAL WITNESS POST.
 FL1941'
 FL1941'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FL1941'CONCRETE POST, THAT IS ABOUT 12-INCHES BELOW THE SURFACE OF THE
 FL1941'GROUND AND IS STAMPED DEGER NO 2 1951.  IT IS 105 FEET
 FL1941'SOUTH-SOUTHEAST OF A HI-LINE POLE, 48 FEET SOUTH OF THE CENTER OF
 FL1941'ROAD AND 1-FOOT NORTHEAST OF A METAL WITNESS POST.
 FL1941'
 FL1941'REFERENCE MARK NO. 3 IS A CAST ALUMINUM MONUMENT THAT PROJECTS ABOUT
 FL1941'4-INCHES AND THE CAST ALUMINUM DISK IS STAMPED DEGER 1951 NO 3 1975.
 FL1941'IT IS 47 FEET NORTH OF THE CENTER OF ROAD AND 1-FOOT SOUTH OF A
 FL1941'HI-LINE POLE.
 FL1941'
 FL1941'REFERENCE MARK NO. 4 AZI. MK. IS A STANDARD DISK, SET IN THE TOP OF A
 FL1941'ROUND CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED
 FL1941'DEGER 1951 NO 4 AZI 1975.  IT IS 48 FEET NORTH OF THE CENTER OF ROAD,
 FL1941'1-FOOT EAST OF A HI-LINE POLE, AND 1-FOOT WEST OF A METAL WITNESS
 FL1941'POST.
 FL1941'
 FL1941'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 83 AND
 FL1941'FARM ROAD 1036, WHICH IS LOCATED ABOUT 14 MILES NORTH OF WELLINGTON.
 FL1941'GO WEST ON FARM ROAD 1036 FOR 0.1 MILE TO STATION ON THE LEFT.
 FL1941'CONTINUE WEST ON FARM ROAD 1036 FOR 0.25 MILE TO REFERENCE MARK
 FL1941'NO. 4 AZI ON THE RIGHT.
 FL1941'
 FL1941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LUTIE 2-MILES N.
 FL1941'
 FL1941'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0367 ***********************************************************************
 DM0367  DESIGNATION -  DEKALB
 DM0367  PID         -  DM0367
 DM0367  STATE/COUNTY-  TX/BOWIE
 DM0367  USGS QUAD   -  DE KALB (1950)
 DM0367
 DM0367                         *CURRENT SURVEY CONTROL
 DM0367  ___________________________________________________________________
 DM0367* NAD 83(1986)-  33 30 37.     (N)    094 37 14.     (W)     SCALED    
 DM0367* NAVD 88     -       123.492  (meters)     405.16   (feet)  ADJUSTED  
 DM0367  ___________________________________________________________________
 DM0367  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DM0367  DYNAMIC HT  -         123.362 (meters)     404.73  (feet)  COMP
 DM0367  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DM0367
 DM0367  VERT ORDER  -  SECOND    CLASS 0
 DM0367
 DM0367.The horizontal coordinates were scaled from a topographic map and have
 DM0367.an estimated accuracy of +/- 6 seconds.
 DM0367
 DM0367.The orthometric height was determined by differential leveling
 DM0367.and adjusted by the National Geodetic Survey in June 1991..
 DM0367
 DM0367.The geoid height was determined by GEOID03.
 DM0367
 DM0367.The dynamic height is computed by dividing the NAVD 88
 DM0367.geopotential number by the normal gravity value computed on the
 DM0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0367.degrees latitude (g = 980.6199 gals.).
 DM0367
 DM0367.The modeled gravity was interpolated from observed gravity values.
 DM0367
 DM0367;                    North         East    Units  Estimated Accuracy
 DM0367;SPC TXNC     - 2,211,100.      960,330.      MT  (+/- 180 meters Scaled)
 DM0367
 DM0367                          SUPERSEDED SURVEY CONTROL
 DM0367
 DM0367  NGVD 29 (??/??/92)  123.50   (m)          405.2    (f) COMPUTED    2 0
 DM0367
 DM0367.Superseded values are not recommended for survey control.
 DM0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0367.See file dsdata.txt to determine how the superseded data were derived.
 DM0367
 DM0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT494090(NAD 83)
 DM0367_MARKER: DB = BENCH MARK DISK
 DM0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0367_SP_SET: CONCRETE BASE
 DM0367_STAMPING: DE KALB 1934
 DM0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0367
 DM0367  HISTORY     - Date     Condition        Report By
 DM0367  HISTORY     - 1934     MONUMENTED       CGS
 DM0367
 DM0367                          STATION DESCRIPTION
 DM0367
 DM0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0367'IN DE KALB.
 DM0367'DISK IS SET HORIZONTALLY IN SE CORNER OF CONCRETE FOOTING OF THE CITY
 DM0367'WATER TOWER.  MARK SET BY CITY ENGINEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1290 ***********************************************************************
 DM1290  DESIGNATION -  DEKALB
 DM1290  PID         -  DM1290
 DM1290  STATE/COUNTY-  TX/BOWIE
 DM1290  USGS QUAD   -  DE KALB (1950)
 DM1290
 DM1290                         *CURRENT SURVEY CONTROL
 DM1290  ___________________________________________________________________
 DM1290* NAD 83(1993)-  33 30 13.56758(N)    094 35 53.68236(W)     ADJUSTED  
 DM1290* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 DM1290  ___________________________________________________________________
 DM1290  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DM1290  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DM1290
 DM1290  HORZ ORDER  -  SECOND
 DM1290
 DM1290.The horizontal coordinates were established by classical geodetic methods
 DM1290.and adjusted by the National Geodetic Survey in February 1996..
 DM1290
 DM1290.The orthometric height was scaled from a topographic map.
 DM1290
 DM1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1290
 DM1290.The geoid height was determined by GEOID03.
 DM1290
 DM1290;                    North         East     Units Scale Factor Converg.
 DM1290;SPC TXNC     - 2,210,449.907   962,427.016   MT  0.99990366   +2 07 40.8
 DM1290;SPC TXNC     - 7,252,117.74  3,157,562.63   sFT  0.99990366   +2 07 40.8
 DM1290;UTM  15      - 3,708,280.164   351,545.257   MT  0.99987171   -0 52 56.6
 DM1290
 DM1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1290!SPC TXNC     -   0.99998445  x   0.99990366  =   0.99988811
 DM1290!UTM  15      -   0.99998445  x   0.99987171  =   0.99985616
 DM1290
 DM1290:                Primary Azimuth Mark                     Grid Az
 DM1290:SPC TXNC     -  ALMONT                                   040 04 23.0
 DM1290:UTM  15      -  ALMONT                                   043 05 00.4
 DM1290
 DM1290|---------------------------------------------------------------------|
 DM1290| PID    Reference Object                     Distance      Geod. Az  |
 DM1290|                                                           dddmmss.s |
 DM1290| DM1184 ALMONT                              APPROX.14.1 KM 0421203.8 |
 DM1290| CX6578 K 159 RED RIVER                                    0891809.4 |
 DM1290| DM1289 K 160 RED RIVER                      27.104 METERS 09305     |
 DM1290| DM1243 RED RIVER ARSENAL W WATER TANK      APPROX.25.1 KM 1022425.2 |
 DM1290| CX5706 DEKALB RM 2                          37.692 METERS 26638     |
 DM1290|---------------------------------------------------------------------|
 DM1290
 DM1290                          SUPERSEDED SURVEY CONTROL
 DM1290
 DM1290  NAD 83(1993)-  33 30 13.56931(N)    094 35 53.68056(W) AD(       ) 2
 DM1290  NAD 83(1986)-  33 30 13.57193(N)    094 35 53.67205(W) AD(       ) 2
 DM1290  NAD 27      -  33 30 13.15800(N)    094 35 52.92400(W) AD(       ) 2
 DM1290
 DM1290.Superseded values are not recommended for survey control.
 DM1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1290.See file dsdata.txt to determine how the superseded data were derived.
 DM1290
 DM1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT5154508280(NAD 83)
 DM1290_MARKER: DS = TRIANGULATION STATION DISK
 DM1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1290
 DM1290  HISTORY     - Date     Condition        Report By
 DM1290  HISTORY     - 1952     MONUMENTED       CGS
 DM1290  HISTORY     - 1956     GOOD             CGS
 DM1290  HISTORY     - 1969     GOOD             USAF
 DM1290
 DM1290                          STATION DESCRIPTION
 DM1290
 DM1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1290'STATION IS LOCATED ABOUT 1 MILE EAST SOUTHEAST OF DEKALB
 DM1290'ON THE RIGHT OF WAY OF U.S. HIGHWAY 82.  STATION IS 59 FEET
 DM1290'NORTH OF NORTH RAIL OF RAILROAD TRACKS, 48 FEET SOUTH OF
 DM1290'CENTERLINE OF HIGHWAY, 30 FEET NORTHWEST OF TELEPHONE POLE
 DM1290'AND 10 FEET WEST OF WITNESS POST.  THE MARK PROJECTS ABOUT
 DM1290'4 INCHES AND THE DISK IS STAMPED DEKALB 1952.
 DM1290'
 DM1290'A TRAVERSE CONNECTION WAS MADE TO K 160 RED RIVER (USE)
 DM1290'WHICH WAS USED AS REFERENCE MARK NO. 1.  THE MARK IS 55
 DM1290'FEET SOUTH OF CENTERLINE OF HIGHWAY AND 54 FEET NORTH OF
 DM1290'NORTH RAIL OF RAILROAD TRACKS.  THE MARK IS A STANDARD U.S.E.
 DM1290'DISK IN TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 DM1290'AND IS STAMPED K 160 1948 RED RIVER.
 DM1290'
 DM1290'REFERENCE MARK NO. 2 IS 54 FEET SOUTH OF CENTERLINE OF HIGHWAY
 DM1290'AND 53 FEET NORTH OF NORTH RAIL OF RAILROAD TRACKS.  THE
 DM1290'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED DEKALB
 DM1290'NO 2 1952.
 DM1290'
 DM1290'K 159 RED RIVER (USE) WAS USED AS AZIMUTH MARK.  THE MARK
 DM1290'IS 48 FEET SOUTH OF CENTERLINE OF HIGHWAY, 60 FEET NORTH
 DM1290'OF NORTH RAIL OF RAILROAD TRACKS AND 1.5 FEET NORTHWEST
 DM1290'OF WITNESS POST.  THE MARK IS A STANDARD U.S.E. DISK SET
 DM1290'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 DM1290'AND THE DISK IS STAMPED K 159 1948 RED RIVER.
 DM1290'
 DM1290'TO REACH FROM THE TRAFFIC LIGHT AND RAILROAD DEPOT IN DEKALB
 DM1290'GO EASTERLY ON U.S. HIGHWAY 82 FOR 1.1 MILES TO STATION
 DM1290'ON RIGHT OR SOUTH SIDE OF ROAD AS DESCRIBED.  CONTINUE EASTERLY
 DM1290'ON HIGHWAY FOR 0.55 MILE TO AZIMUTH ON RIGHT OR SOUTH SIDE
 DM1290'OF ROAD AS DESCRIBED.
 DM1290'
 DM1290'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1290
 DM1290                          STATION RECOVERY (1956)
 DM1290
 DM1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1290'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1290'
 DM1290'R.M. NO. K 160 (USE), USED AS R.M. NO. 1 WAS RECOVERED IN
 DM1290'GOOD CONDITION AS DESCRIBED.
 DM1290'
 DM1290'K 159 (USE), USED AS AZIMUTH MARK, WAS RECOVERED IN GOOD
 DM1290'CONDITION AS DESCRIBED.
 DM1290'
 DM1290'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1290
 DM1290                          STATION RECOVERY (1969)
 DM1290
 DM1290'RECOVERY NOTE BY US AIR FORCE 1969
 DM1290'STATION AND REFERENCE MARK 1 (K160 1948 RED RIVER USE) WERE
 DM1290'RECOVERED IN GOOD CONDITION.
 DM1290'
 DM1290'FOLLOWING A BRIEF SEARCH, REFERENCE MARK 2 AND THE AZIMUTH
 DM1290'MARK COULD NOT BE FOUND.
 DM1290'
 DM1290'THE ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0376 ***********************************************************************
 AB0376  DESIGNATION -  DEL MAR
 AB0376  PID         -  AB0376
 AB0376  STATE/COUNTY-  TX/CAMERON
 AB0376  USGS QUAD   -  PORT ISABEL (1983)
 AB0376
 AB0376                         *CURRENT SURVEY CONTROL
 AB0376  ___________________________________________________________________
 AB0376* NAD 83(1993)-  26 00 42.99464(N)    097 09 12.13937(W)     ADJUSTED  
 AB0376* NAVD 88     -         4.888  (meters)      16.04   (feet)  ADJUSTED  
 AB0376  ___________________________________________________________________
 AB0376  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AB0376  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 AB0376  DYNAMIC HT  -           4.881 (meters)      16.01  (feet)  COMP
 AB0376  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 AB0376
 AB0376  HORZ ORDER  -  SECOND
 AB0376  VERT ORDER  -  SECOND    CLASS 0
 AB0376
 AB0376.The horizontal coordinates were established by classical geodetic methods
 AB0376.and adjusted by the National Geodetic Survey in February 1996..
 AB0376
 AB0376.The orthometric height was determined by differential leveling
 AB0376.and adjusted by the National Geodetic Survey in June 1991..
 AB0376
 AB0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0376
 AB0376.The geoid height was determined by GEOID03.
 AB0376
 AB0376.The dynamic height is computed by dividing the NAVD 88
 AB0376.geopotential number by the normal gravity value computed on the
 AB0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0376.degrees latitude (g = 980.6199 gals.).
 AB0376
 AB0376.The modeled gravity was interpolated from observed gravity values.
 AB0376
 AB0376;                    North         East     Units Scale Factor Converg.
 AB0376;SPC TX S     - 5,038,974.708   434,810.859   MT  1.00004257   +0 36 41.0
 AB0376;SPC TX S     -16,532,036.19  1,426,541.96   sFT  1.00004257   +0 36 41.0
 AB0376;UTM  14      - 2,878,312.837   684,807.355   MT  1.00002172   +0 48 36.3
 AB0376
 AB0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0376!SPC TX S     -   1.00000258  x   1.00004257  =   1.00004515
 AB0376!UTM  14      -   1.00000258  x   1.00002172  =   1.00002430
 AB0376
 AB0376|---------------------------------------------------------------------|
 AB0376| PID    Reference Object                     Distance      Geod. Az  |
 AB0376|                                                           dddmmss.s |
 AB0376| AB0377 DEL MAR RM 1                         24.916 METERS 01800     |
 AB0376| AB0090 DEL MAR AZ MK                       APPROX. 2.3 KM 2163049.5 |
 AB0376| AB0378 DEL MAR RM 2                         31.803 METERS 27717     |
 AB0376| AB1499 PORT ISABEL MUNICIPAL TANK          APPROX. 8.8 KM 3094149.2 |
 AB0376| AB1491 BRAZOS SANTIAGO ENT RNG R LT        APPROX. 6.3 KM 3405545.5 |
 AB0376|---------------------------------------------------------------------|
 AB0376
 AB0376                          SUPERSEDED SURVEY CONTROL
 AB0376
 AB0376  NAD 83(1986)-  26 00 43.01059(N)    097 09 12.09137(W) AD(       ) 2
 AB0376  NAD 27      -  26 00 41.71900(N)    097 09 11.19600(W) AD(       ) 2
 AB0376  NGVD 29 (??/??/92)    4.99   (m)           16.4    (f) COMPUTED    2 0
 AB0376
 AB0376.Superseded values are not recommended for survey control.
 AB0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0376.See file dsdata.txt to determine how the superseded data were derived.
 AB0376
 AB0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8480778313(NAD 83)
 AB0376_MARKER: DS = TRIANGULATION STATION DISK
 AB0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0376_STAMPING: DEL MAR 1939
 AB0376_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0376+STABILITY: SURFACE MOTION
 AB0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0376+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 AB0376
 AB0376  HISTORY     - Date     Condition        Report By
 AB0376  HISTORY     - 1939     MONUMENTED       CGS
 AB0376  HISTORY     - 1942     GOOD             CGS
 AB0376  HISTORY     - 1942     GOOD             NGS
 AB0376  HISTORY     - 1945     GOOD             CGS
 AB0376  HISTORY     - 1949     GOOD             CGS
 AB0376  HISTORY     - 1949     GOOD             NGS
 AB0376  HISTORY     - 1952     GOOD             CGS
 AB0376  HISTORY     - 1958     GOOD             SHELL
 AB0376  HISTORY     - 1968     GOOD             CGS
 AB0376  HISTORY     - 1970     GOOD             NGS
 AB0376  HISTORY     - 1976     GOOD             NGS
 AB0376  HISTORY     - 1979     GOOD             NGS
 AB0376  HISTORY     - 1985     GOOD             NGS
 AB0376  HISTORY     - 19910327 GOOD             USPSQD
 AB0376  HISTORY     - 19910427 GOOD             USPSQD
 AB0376  HISTORY     - 20050125 GOOD             IBWC
 AB0376
 AB0376                          STATION DESCRIPTION
 AB0376
 AB0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB0376'STATION IS LOCATED ABOUT 5 MILES SE OF PORT ISABEL, 3-3/4
 AB0376'MILES S OF BRAZOS SANTIAGO PASS, ABOUT 1 MILE N OF BOCA CHICA
 AB0376'ON BRAZOS ISLAND ON A BEACH RESORT CALLED DEL MAR.  IT IS
 AB0376'LOCATED ABOUT 0.1 MILE W OF BEACH AND ABOUT 65 FEET SE OF THE
 AB0376'SE CORNER OF A WHITE HOUSE, ABOUT 125 FT. S OF CENTER
 AB0376'LINE OF ROAD AND ABOUT 75 FEET NNW OF TWO TANKS ON TOP OF
 AB0376'A DUNE.
 AB0376'
 AB0376'THE SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 AB0376'STANDARD BRONZE DISKS SET IN CONCRETE.
 AB0376'
 AB0376'AZIMUTH MARK IS ABOUT 1.5 MILES S OF STATION, 125 FEET N
 AB0376'OF CENTER STATE HIGHWAY 4, 28 FEET N OF TELEPHONE LINE, 118
 AB0376'FEET N OF HIGHWAY SIGN READING BROWNSVILLE 23-HARLINGEN 50,
 AB0376'AND 90 FEET NNW OF A CONCRETE RIGHT-OF-WAY POST.
 AB0376'
 AB0376'STATION IS REACHED FROM END OF PAVEMENT (STATE HIGHWAY 4)
 AB0376'AT BOCA CHICA BY TURNING LEFT ACROSS CAUSEWAY AND CONTINUING
 AB0376'1.0 MILE TO ROAD BETWEEN CAFE AND BATH HOUSE AT DEL MAR
 AB0376'BEACH, THENCE LEFT 0.1 MILE TO WHITE HOUSE ON S SIDE OF ROAD
 AB0376'AND STATION.
 AB0376'
 AB0376'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB0376
 AB0376                          STATION RECOVERY (1942)
 AB0376
 AB0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AB0376'STATION, REFERENCE MARKS NOS. 1 AND 2 AND AZIMUTH MARK WERE
 AB0376'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AB0376'
 AB0376'STATION (NOTE 1A) IS ABOUT 0.1 MILE W OF DEL MAR BEACH, ABOUT
 AB0376'125.0 FEET S OF THE CENTER LINE OF ROAD, 65.0 FEET SE OF
 AB0376'THE SE CORNER OF SMALL WHITE HOUSE, ABOUT 75.0 FEET NW OF
 AB0376'TWO TANKS ON THE TOP OF SMALL SAND DUNE AND 3.0 FEET N OF
 AB0376'A 4- BY 4-INCH WOODEN MARKER POST.  IT IS STAMPED DEL MAR
 AB0376'1939.  THE MONUMENT PROJECT 0.8 FOOT.
 AB0376'
 AB0376'REFERENCE MARK NO. 1 IS ABOUT 170.0 FEET N OF
 AB0376'TWO TANKS ON SAND DUNE, 104.2 FEET N OF THE STATION AND
 AB0376'27.0 FEET S OF THE CENTER LINE OF THE ROAD.  IT IS STAMPED
 AB0376'DEL MAR NO. 1 1939.  THE MONUMENT PROJECTS ABOUT 0.7 FOOT.
 AB0376'
 AB0376'REFERENCE MARK NO. 2 IS ABOUT 125.0 FEET S OF
 AB0376'THE CENTER LINE OF THE ROAD, 85.0 FEET W OF TWO TANKS ON
 AB0376'SMALL SAND DUNE AND 81.7 FEET W OF THE STATION, AND 1.0
 AB0376'FOOT E OF THE NE CORNER OF SMALL GARAGE.  IT IS STAMPED
 AB0376'DEL MAR NO. 2 1939.  THE MONUMENT PROJECTS ABOUT 0.8 FOOT.
 AB0376'
 AB0376'AZIMUTH MARK IS ABOUT 1.5 MILES S OF THE STATION,
 AB0376'ABOUT 0.9 MILE W OF THE END OF PAVEMENT AT BOCA CHICA, 118.0
 AB0376'FEET N OF CONCRETE MILEPOST (BROWNSVILLE 23 MILES), 28.0
 AB0376'FEET N OF TELEPHONE LINE AND ABOUT 125.0 FEET N OF THE CENTER
 AB0376'LINE OF STATE HIGHWAY 4 AND 3.0 FEET W OF A 4- BY 4-INCH
 AB0376'WOODEN MARKER POST.  IT IS STAMPED DEL MAR 1939.  MONUMENT
 AB0376'PROJECTS 1.0 FOOT.
 AB0376
 AB0376                          STATION RECOVERY (1942)
 AB0376
 AB0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AB0376'25.4 MI NE FROM BROWNSVILLE.
 AB0376'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U.S.
 AB0376'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0376'HIGHWAY NUMBER 4 AND GO 24.2 MILES TO THE END OF THE PAVEMENT AT BOCA
 AB0376'CHICA.  TURN NORTHERLY (LEFT) ONTO ROAD TO DEL MAR BEACH, GO 1.0 MILE.
 AB0376'TURN WESTERLY (LEFT) AND GO 0.1 MILE TO A SMALL HOUSE AND SITE OF
 AB0376'BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE WEST OF DEL MAR BEACH. ABOUT
 AB0376'125 FEET SOUTH OF AND ABOUT 7.0 FEET ABOVE THE CENTERLINE OF THE ROAD.
 AB0376'104 FEET SOUTH OF REFERENCE MARK NUMBER 1.  81.7 FEET EAST OF
 AB0376'REFERENCE MARK NUMBER 2.  ABOUT 75 FEET NORTHWEST OF TWO TANKS ON TOP
 AB0376'OF A SMALL SAND DUNE.  65 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AB0376'THE HOUSE.  AND 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
 AB0376'MONUMENT PROJECTS 0.8 FOOT.
 AB0376
 AB0376                          STATION RECOVERY (1945)
 AB0376
 AB0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBL)
 AB0376'SURFACE CENTER MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK
 AB0376'RECOVERED AS DESCRIBED.  RESORT IS NOW ABANDONED AND ROAD
 AB0376'COVERED WITH SAND DUNES.  TO REACH STATION IT IS NECESSARY
 AB0376'TO DRIVE NORTHWARD ON BEACH OR HIKE FROM END OF CONCRETE
 AB0376'PAVEMENT OF STATE HIGHWAY 4.  REFERENCE MARK NO. 2 WAS FOUND
 AB0376'ON SIDE BY ITS HOLE.  IT HAD APPARENTLY BEEN USED RECENTLY
 AB0376'AS A DEAN-MAN TO PULL OUT A STUCK TRUCK.  IT WAS REPLACED
 AB0376'IN SAME HOLE.
 AB0376'
 AB0376'A 12-FOOT LIGHT STAND WAS BUILT OVER CENTER MARK BY ASTRONOMIC
 AB0376'PARTY.
 AB0376
 AB0376                          STATION RECOVERY (1949)
 AB0376
 AB0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB0376'STATIONS, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN
 AB0376'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AB0376'
 AB0376'STATION IS LOCATED ON BRAZOS ISLAND, ABOUT 5 MILES SE OF
 AB0376'PORT ISABEL, 3.75 MILES S OF BRAZOS SANTIAGO, AND 1.0 MILE
 AB0376'N OF E END OF STATE HIGHWAY 4.
 AB0376'
 AB0376'TO REACH FROM STATE HIGHWAY 4 AT THE GATEWAY BRIDGE IN BROWNSVILLE,
 AB0376'GO NE ON STATE HIGHWAY 4 TO INTERSECTION WITH STATE HIGHWAY
 AB0376'48, TURN E (RIGHT) ON STATE HIGHWAY 4 AND GO ABOUT 21.8
 AB0376'MILES TO GULF MEAN HIGH-WATER LINE, THEN N ALONG BEACH 1.0
 AB0376'MILE TO THE BOCA CHICA INN, THEN W (LEFT) ABOUT 0.1 MILE
 AB0376'TO FRAME HOUSE, ON LEFT SIDE OF E-W ROAD, AND STATION SITE.
 AB0376'
 AB0376'STATION IS 65.0 FEET SE OF SE CORNER OF THE FRAME HOUSE, 128.0
 AB0376'FEET S OF CENTER LINE OF E-W ROAD, ABOUT 75.0 FEET NW OF N
 AB0376'OF TWO WOOD WATER TANKS ATOP DUNE, ON SLOPE OF DUNE, AND 3.0
 AB0376'FEET N OF A 4- BY 4-INCH WOOD WITNESS POST.
 AB0376'
 AB0376'STATION AND UNDERGROUND MARKS ARE BRONZE DISKS STAMPED DEL MAR
 AB0376'1939.  SURFACE MARK IS SET IN TOP OF A 12-INCH CYLINDRICAL
 AB0376'CONCRETE MONUMENT PROJECTING 3 INCHES.  UNDERGROUND MARK
 AB0376'IS SET IN A MASS OF CONCRETE ABOUT 3.0 FEET BELOW THE SURFACE
 AB0376'OF THE GROUND.
 AB0376'
 AB0376'R.M. 1 IS 104.2 FEET N OF THE STATION, AT A LOWER ELEVATION,
 AB0376'27.0 FEET S OF CENTER LINE OF E-W ROAD, ABOUT 75 FEET ENE
 AB0376'OF NE CORNER OF A FRAME HOUSE.  IT IS A BRONZE DISK STAMPED
 AB0376'DEL MAR NO 1 1939 SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AB0376'MONUMENT PROJECTING 6 INCHES.
 AB0376'
 AB0376'R.M. 2 IS 81.7 FEET W OF THE STATION, AT ABOUT SAME ELEVATION,
 AB0376'18.0 FEET S OF S SIDE OF FRAME HOUSE, OPPOSITE BACK STEPS
 AB0376'OF HOUSE.  IT IS A BRONZE REFERENCE DISK STAMPED DEL MAR
 AB0376'NO 2 1939 SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AB0376'PROJECTING 3 INCHES.
 AB0376'
 AB0376'AZIMUTH MARK IS ABOUT 1.5 MILES S OF THE STATION, 1.15 MILES
 AB0376'W OF GULF MEAN HIGH-WATER LINE, 125.0 FEET N OF CENTER LINE
 AB0376'OF HIGHWAY 4, ON NARROW E-W RIDGE, AND 3.0 FEET E OF A 4- BY
 AB0376'4-INCH WOOD WITNESS POST.  IT IS A BRONZE DISK STAMPED DEL
 AB0376'MAR 1939 SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AB0376'PROJECTING 3 INCHES.
 AB0376'
 AB0376'STATION MARK ELEVATION--16.358 FEET.
 AB0376'
 AB0376'R.M. 1 ELEVATION--10.230 FEET.
 AB0376'
 AB0376'R.M. 2 ELEVATION--16.404 FEET.
 AB0376'
 AB0376'AZIMUTH MARK ELEVATION--4.239 FEET.
 AB0376'
 AB0376'1939 DISTANCES WERE VERIFIED, HOWEVER, NO CHECK WAS MADE
 AB0376'OF OBSERVED DIRECTIONS.
 AB0376
 AB0376                          STATION RECOVERY (1949)
 AB0376
 AB0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0376'RECOVERED IN GOOD CONDITION.
 AB0376
 AB0376                          STATION RECOVERY (1952)
 AB0376
 AB0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AB0376'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 AB0376'IN GOOD CONDITION.  THE 1949 RECOVERY NOTE BY G.E.M., JR.
 AB0376'IS COMPLETE EXCEPT THAT ONLY THE N OF THE TWO WOODEN WATER
 AB0376'TANKS IS IN EXISTENCE.
 AB0376
 AB0376                          STATION RECOVERY (1958)
 AB0376
 AB0376'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB0376'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AB0376
 AB0376                          STATION RECOVERY (1968)
 AB0376
 AB0376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB0376'STATION MARK, REFERENCE MARK 1, AND AZIMUTH MARK RECOVERED
 AB0376'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND AS IT HAD BEEN
 AB0376'REPLACED IN 1945.
 AB0376'
 AB0376'THE RECOVERY NOTE BY E.B.L. IN 1945 IS ADEQUATE WITH THE
 AB0376'FOLLOWING CORRECTION--THE HOUSES AND TANKS MENTIONED ARE
 AB0376'NOW EITHER IN RUINS OR DESTROYED.
 AB0376
 AB0376                          STATION RECOVERY (1970)
 AB0376
 AB0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (AKH)
 AB0376'STATION WAS RECOVERED AS DESCRIBED BY E.B.L. IN 1945 AND
 AB0376'RECOVERED BY J.K.W. IN 1968.  A DIFFERENCE OF 0.23 FT. WAS
 AB0376'NOTED IN THE DISTANCE TO R.M. 1 AND ALSO A DIFFERENCE OF 3
 AB0376'MINUTES WAS NOTED IN THE DIRECTION TO R.M. 1 USING DEL MAR
 AB0376'AZ MK AS INITIAL.  ALL MARKS WERE FOUND IN GOOD CONDITION.
 AB0376'
 AB0376'TO REACH THE STATION FROM THE END OF STATE HIGHWAY 4 AT THE
 AB0376'BEACH GO NORTH ON BEACH FOR 1.0 MILE.  AT THIS POINT THE
 AB0376'STATION IS ABOUT 1/8 MILE WEST ON THE SECOND ROW OF SAND DUNES
 AB0376'AND ABOUT 15 FEET LOWER THAN THE HIGHEST DUNE IN THE IMMEDIATE
 AB0376'AREA.
 AB0376'
 AB0376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 AB0376'SE OF PORT ISABEL
 AB0376
 AB0376                          STATION RECOVERY (1976)
 AB0376
 AB0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRL)
 AB0376'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO
 AB0376'BE IN GOOD CONDITION.  IT IS 1.0 MILE NORTH OF THE EAST END OF
 AB0376'HIGHWAY 4 AT THE BEACH, APPROXIMATELY 600 FEET WEST OF THE BEACH, ON
 AB0376'WHAT WOULD APPEAR TO BE THE NORTH END OF THE SECOND ROW OF SAND
 AB0376'DUNE RIDGES WEST OF THE BEACH.  IT IS 75 FEET NORTH OF THE OLD
 AB0376'PILINGS THAT ONCE SUPPORTED A WATER TANK AND 2 FEET SOUTH OF A
 AB0376'WITNESS POST.  IT PROJECTS 6 INCHES.
 AB0376'
 AB0376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES SE OF
 AB0376'PORT ISABEL.
 AB0376
 AB0376                          STATION RECOVERY (1979)
 AB0376
 AB0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB0376'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 AB0376'AND FOUND IN GOOD CONDITION, STATION MARK IS 75 FEET NORTH OF THE
 AB0376'NORTH ONE OF SEVERAL OLD POST FOR AN OLD WATER TANK THE POST ARE ON
 AB0376'THE HIGHEST PART OF SAND DUNE, THE FOUNDATION OF THE OLD BUILDINGS
 AB0376'ARE STILL IN RUINS, IT PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF
 AB0376'THE GROUND AND IS STAMPED DEL MAR 1939.  REFERENCE MARK NO 1
 AB0376'PROJECTS ABOUT 2 INCHES, REFERENCE MARK NO 2 PROJECTS ABOUT 3
 AB0376'INCHES, THE AZIMUTH MARK PROJECTS ABOUT 6 INCHES AND IS MARKED
 AB0376'BY A WITNESS POST.
 AB0376'
 AB0376'TO REACH FROM THE END OF STATE HIGHWAY 4 AT THE BEACH, GO NORTHERLY
 AB0376'ALONG BEACH FOR 1.2 MILE, FROM HERE PACK WESTERLY FOR ABOUT 0.25
 AB0376'MILE TO THE SECOND ROW OF SAND DUNES AND THE STATION NORTH OF THE
 AB0376'HIGHEST PART OF DUNE WITH AN OLD CONCRETE WATER TANK LAYING ON THE
 AB0376'GROUND THE POST THAT SUPPORTED THE TANK ARE STILL STANDING.
 AB0376'
 AB0376'NOTE.  A HELICOPTER CAN LAND NEAR THE STATION, FOUR WATER TANKS AND
 AB0376'ONE LIGHT HOUSE ARE VG FROM THIS STATION.
 AB0376'
 AB0376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES SE
 AB0376'OF PORT ISABEL.
 AB0376
 AB0376                          STATION RECOVERY (1985)
 AB0376
 AB0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB0376'THE STATION WAS RECOVERED AT THIS DATE.
 AB0376'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH WERE
 AB0376'RECOVERED IN GOOD CONDITION. THE DISTANCE TO REFERENCE MARK 1 WAS
 AB0376'SHORTER BY 0.11 FOOT, AND REFERENCE MARK 2 WAS LONGER BY 0.08 FOOT.
 AB0376'THE DIRECTION BETWEEN THE MARKS COMPARED. THE 1970 DATA WAS USED
 AB0376'FOR COMPARISONS. A NEW DESCRIPTION FOLLOWS.
 AB0376'
 AB0376'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 AB0376'SOUTHEAST OF PORT ISABEL, 5.9 KM (3.7 MI) SOUTH OF THE NORTH END OF
 AB0376'DEL MAR BEACH, 5.3 KM (3.3 MI) SOUTHEAST OF SOUTH BAY PASS, 1.0 KM
 AB0376'(0.6 MI)EAST OF BOCA CHICA BAY, 0.2 KM (0.1 MI) WEST OF THE GULF OF
 AB0376'MEXICO AND IN SOME SAND DUNES.
 AB0376'
 AB0376'TO REACH THE STATION FROM THE END OF STATE HIGHWAY 4 AT DEL MAR
 AB0376'BEACH, GO NORTH ON THE BEACH FOR 1.8 KM (1.1 MI) (THIS IS THE END
 AB0376'OF TRUCK TRAVEL). PACK WEST TO THE SECOND DUNE LINE AND STATION ON
 AB0376'THE NORTH SLOPE OF A DUNE.
 AB0376'
 AB0376'THE STATION IS A STANDARD USC+GS DISK
 AB0376'STAMPED---DEL MAR 1939---,
 AB0376'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB0376'35 CM IN DIAMETER PROJECTING 13 CM ABOVE GROUND.  LOCATED
 AB0376'32.3 METERS (106 FT) SOUTH FROM A METAL WITNESS POST BY RM 2,
 AB0376'25.1 METERS (82.5 FT) EAST FROM A METAL WITNESS POST BY RM 1 AND
 AB0376'1.7 METERS (5.5 FT) WEST FROM A METAL WITNESS POST.
 AB0376'THE UNDERGROUND MARK IS A STANDARD USC+GS DISK
 AB0376'STAMPED---DEL MAR 1939---,
 AB0376'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AB0376'
 AB0376'REFERENCE MARK NO. 1 IS A STANDARD USC+GS DISK
 AB0376'STAMPED---DEL MAR 1939 NO 1---,
 AB0376'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB0376'30 CM IN DIAMETER PROJECTING 4 CM ABOVE GROUND.  LOCATED
 AB0376'44.3 METERS (145.5 FT) NORTH FROM A METAL WITNESS POST,
 AB0376'32.3 METERS (106 FT) NORTHEAST FROM A METAL WITNESS POST AND
 AB0376'0.6 METER (2.0 FT) EAST FROM A METAL WITNESS POST.
 AB0376'MARK IS 1.0 METER BELOW THE STATION.
 AB0376'
 AB0376'REFERENCE MARK NO. 2 IS A STANDARD USC+GS DISK
 AB0376'STAMPED---DEL MARK 1939 NO 2---,
 AB0376'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB0376'32 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 AB0376'43.9 METERS (144 FT) SOUTHWEST FROM A METAL WITNESS POST,
 AB0376'26.8 METERS (88.0 FT) WEST FROM A METAL WITNESS POST AND
 AB0376'0.8 METER (2.5 FT) EAST FROM A METAL WITNESS POST.
 AB0376'MARK IS 0.5 METER ABOVE THE STATION.
 AB0376'
 AB0376'AZIMUTH MARK NO. 1 IS A STANDARD USC+GS DISK
 AB0376'STAMPED---DEL MAR 1939---,
 AB0376'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB0376'30 CM IN DIAMETER PROJECTING 11 CM ABOVE GROUND.  LOCATED
 AB0376'94.0 METERS (308.4 FT) WEST FROM A METAL TELEPHONE PEDESTAL,
 AB0376'41.1 METERS (135.0 FT) NORTH FROM THE CENTERLINE OF HIGHWAY 4 AND
 AB0376'0.8 METER (2.7 FT) NORTH FROM A 10 CM BY 15 CM WOODEN POST.
 AB0376'TO REACH THE AZIMUTH FROM END OF HIGHWAY 4 AT DEL MAR BEACH,
 AB0376'GO WEST FOR 1.8 KM (1.1 MI) ON STATE HIGHWAY 4 TO THE AZIMUTH MARK
 AB0376'ON RIGHT, NORTH SIDE OF ROAD.
 AB0376'
 AB0376'HEIGHT OF LIGHT SHOWN WAS 2.8 METERS ABOVE THE MARK.
 AB0376'
 AB0376'AN EDM TIE WAS MADE TO DEL MARK 1939 AZ MK.
 AB0376'
 AB0376'DESCRIBED BY J. N. LEONHARDT.
 AB0376
 AB0376                          STATION RECOVERY (1991)
 AB0376
 AB0376'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0376'RECOVERED IN GOOD CONDITION.
 AB0376
 AB0376                          STATION RECOVERY (1991)
 AB0376
 AB0376'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0376'RECOVERED IN GOOD CONDITION.
 AB0376
 AB0376                          STATION RECOVERY (2005)
 AB0376
 AB0376'RECOVERY NOTE BY INT BDRY WTR COMM 2005 (RF)
 AB0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0090 ***********************************************************************
 AB0090  DESIGNATION -  DEL MAR AZ MK
 AB0090  PID         -  AB0090
 AB0090  STATE/COUNTY-  TX/CAMERON
 AB0090  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0090
 AB0090                         *CURRENT SURVEY CONTROL
 AB0090  ___________________________________________________________________
 AB0090* NAD 83(1993)-  25 59 43.55034(N)    097 10 00.83452(W)     ADJUSTED  
 AB0090* NAVD 88     -         1.193  (meters)       3.91   (feet)  ADJUSTED  
 AB0090  ___________________________________________________________________
 AB0090  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AB0090  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 AB0090  DYNAMIC HT  -           1.191 (meters)       3.91  (feet)  COMP
 AB0090  MODELED GRAV-     979,064.7   (mgal)                       NAVD 88
 AB0090
 AB0090  HORZ ORDER  -  SECOND
 AB0090  VERT ORDER  -  SECOND    CLASS 0
 AB0090
 AB0090.The horizontal coordinates were established by classical geodetic methods
 AB0090.and adjusted by the National Geodetic Survey in February 1996..
 AB0090
 AB0090.The orthometric height was determined by differential leveling
 AB0090.and adjusted by the National Geodetic Survey in June 1991..
 AB0090
 AB0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0090
 AB0090.The geoid height was determined by GEOID03.
 AB0090
 AB0090.The dynamic height is computed by dividing the NAVD 88
 AB0090.geopotential number by the normal gravity value computed on the
 AB0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0090.degrees latitude (g = 980.6199 gals.).
 AB0090
 AB0090.The modeled gravity was interpolated from observed gravity values.
 AB0090
 AB0090;                    North         East     Units Scale Factor Converg.
 AB0090;SPC TX S     - 5,037,130.984   433,476.104   MT  1.00004754   +0 36 18.9
 AB0090;SPC TX S     -16,525,987.24  1,422,162.85   sFT  1.00004754   +0 36 18.9
 AB0090;UTM  14      - 2,876,464.548   683,479.033   MT  1.00001568   +0 48 13.2
 AB0090
 AB0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0090!SPC TX S     -   1.00000315  x   1.00004754  =   1.00005069
 AB0090!UTM  14      -   1.00000315  x   1.00001568  =   1.00001883
 AB0090
 AB0090:                Primary Azimuth Mark                     Grid Az
 AB0090:SPC TX S     -  DEL MAR                                  035 54 09.3
 AB0090:UTM  14      -  DEL MAR                                  035 42 15.0
 AB0090
 AB0090|---------------------------------------------------------------------|
 AB0090| PID    Reference Object                     Distance      Geod. Az  |
 AB0090|                                                           dddmmss.s |
 AB0090| AB0376 DEL MAR                             APPROX. 2.3 KM 0363028.2 |
 AB0090|---------------------------------------------------------------------|
 AB0090
 AB0090                          SUPERSEDED SURVEY CONTROL
 AB0090
 AB0090  NAD 83(1986)-  25 59 43.56603(N)    097 10 00.78634(W) AD(       ) 2
 AB0090  NAD 27      -  25 59 42.27222(N)    097 09 59.89021(W) AD(       ) 2
 AB0090  NGVD 29 (??/??/92)    1.292  (m)            4.24   (f) ADJ UNCH    2 0
 AB0090
 AB0090.Superseded values are not recommended for survey control.
 AB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0090.See file dsdata.txt to determine how the superseded data were derived.
 AB0090
 AB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8347976465(NAD 83)
 AB0090_MARKER: DZ = AZIMUTH MARK DISK
 AB0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0090_STAMPING: DEL MAR 1939
 AB0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0090+STABILITY: SURFACE MOTION
 AB0090
 AB0090  HISTORY     - Date     Condition        Report By
 AB0090  HISTORY     - 1968     MONUMENTED       CGS
 AB0090  HISTORY     - 1942     GOOD             NGS
 AB0090  HISTORY     - 1970     GOOD             NGS
 AB0090  HISTORY     - 1970     GOOD             NGS
 AB0090  HISTORY     - 1976     GOOD             NGS
 AB0090  HISTORY     - 1984     GOOD             NGS
 AB0090  HISTORY     - 1985     GOOD             NGS
 AB0090  HISTORY     - 1988     GOOD             USPSQD
 AB0090  HISTORY     - 19910327 GOOD             USPSQD
 AB0090  HISTORY     - 19910427 GOOD             USPSQD
 AB0090
 AB0090                          STATION DESCRIPTION
 AB0090
 AB0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB0090'STATION IS LOCATED ON BRAZOS ISLAND ON THE NORTH SIDE OF
 AB0090'TEXAS HIGHWAY 4 ABOUT 5.5 MILES SOUTHEAST OF PORT ISABEL,
 AB0090'AND 23 MILES EAST OF BROWNSVILLE.
 AB0090'
 AB0090'TO REACH STATION FROM THE JUNCTION OF TEXAS HIGHWAY 4 AND
 AB0090'TEXAS HIGHWAY 48, GO EAST ON HIGHWAY 4 FOR 21.2 MILES TO
 AB0090'STATION ON LEFT.  STATION IS A STANDARD AZIMUTH MARK DISK
 AB0090'STAMPED DEL MAR 1939 SET IN A CONCRETE MONUMENT THAT PROJECTS
 AB0090'0.3 FOOT.  IT IS 2.5 FEET EAST OF A 4 X 4 INCH WOODEN WITNESS
 AB0090'POST, 133.9 FEET NORTH OF THE CENTERLINE OF TEXAS HIGHWAY
 AB0090'4, 0.95 MILE WEST OF ROAD ENDING AT BEACH, AND 1.0 MILE
 AB0090'EAST OF STREET LEADING INTO LAGUNA MADRE SUBDIVISION.
 AB0090
 AB0090                          STATION RECOVERY (1942)
 AB0090
 AB0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AB0090'23.3 MI NE FROM BROWNSVILLE.
 AB0090'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0090'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0090'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLEGUARD, CONTINUE
 AB0090'ON STATE HIGHWAY NUMBER 4, GO 10.4 MILES TO THE ARMY RIFLE RANGE,
 AB0090'CONTINUE ON THE HIGHWAY AND GO 4.8 MILES TO SITE OF BENCH MARK. BENCH
 AB0090'MARK IS ABOUT 0.9 MILES WEST OF THE END OF THE PAVEMENT AT BOCA CHICA.
 AB0090'125 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AB0090'THE HIGHWAY.  118 FEET NORTH OF A CONCRETE MILE POST (BROWNSVILLE 23
 AB0090'MILES).  28 FEET NORTH OF A TELEPHONE LINE.  AND 3.0 FEET WEST OF A 4
 AB0090'BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS ABOUT 1.0 FOOT.
 AB0090
 AB0090                          STATION RECOVERY (1970)
 AB0090
 AB0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (AH)
 AB0090'STATION MARK WAS RECOVERED AS DESCRIBED BY J.K. WILSON IN
 AB0090'1968 AND FOUND IN GOOD CONDITION.  NO NOTICEABLE DISPLACEMENT
 AB0090'WAS NOTED IN THE VICINITY OF THE STATION MARK.
 AB0090'
 AB0090'STATION IS LOCATED ON BRAZOS ISLAND, ON THE NORTH SIDE OF
 AB0090'STATE HIGHWAY 4, 23.0 MILES EAST OF BROWNSVILLE AND 5-1/2
 AB0090'MILES SOUTHEAST OF PORT ISABEL.
 AB0090'
 AB0090'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AB0090'48 AND STATE HIGHWAY 4 IN BROWNSVILLE, GO EAST ON STATE
 AB0090'HIGHWAY 4 FOR 19.65 MILES TO THE INTRANCE TO THE KENNEDY
 AB0090'SHORES RESORT ON THE LEFT, CONTINUE EAST ON THE HIGHWAY
 AB0090'FOR 0.8 MILE TO THE MARK ON THE LEFT.  THIS POINT IS 1.1
 AB0090'MILE BEFORE REACHING THE END OF THE HIGHWAY AT THE BEACH.
 AB0090'
 AB0090'STATION MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED DELMAR
 AB0090'1939, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 AB0090'WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE.  IT
 AB0090'IS 135.0 FEET NORTH OF THE CENTER OF STATE HIGHWAY 4 AND
 AB0090'2.4 FEET EAST OF A WOODEN WITNESS POST.
 AB0090'
 AB0090'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 AB0090
 AB0090                          STATION RECOVERY (1970)
 AB0090
 AB0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AB0090'RECOVERED IN GOOD CONDITION.
 AB0090
 AB0090                          STATION RECOVERY (1976)
 AB0090
 AB0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRL)
 AB0090'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  IT
 AB0090'IS 1.1 MILES WEST OF THE EAST END OF STATE HIGHWAY 4, 134 FEET NORTH
 AB0090'OF HIGHWAY 4, 3 FEET NNW OF A 4 X 6 INCH WITNESS POST AND PROJECTS
 AB0090'8 INCHES.
 AB0090'
 AB0090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SSE OF PORT
 AB0090'ISABEL.
 AB0090
 AB0090                          STATION RECOVERY (1984)
 AB0090
 AB0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AB0090'MARK IS 1.75 KM (1.1 MI) WEST OF THE EAST END OF STATE HIGHWAY 4 AT
 AB0090'THE GULF OF MEXICO. MARK PROJECTS 12 CM. IT IS 94 METERS WEST OF
 AB0090'TELEPHONE PEDESTAL PD, 40.9 METERS NORTH OF THE HIGHWAY CENTER, 0.7
 AB0090'METER NORTH OF A 10 X 15-CM WOOD WITNESS POST, IN AN
 AB0090
 AB0090                          STATION RECOVERY (1985)
 AB0090
 AB0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB0090'THE STATION WAS RECOVERED AT THIS DATE.
 AB0090'THE STATION, WHICH IS A STANDARD AZIMUTH MARK DISK WAS RECOVERED IN
 AB0090'GOOD CONDITION. AN EDM DISTANCE WAS MADE TO THIS STATION FROM DEL
 AB0090'MAR 1939. NO NOTICEABLE DISPLACEMENT WAS NOTED IN THE VICINITY OF
 AB0090'THE MARK.
 AB0090'
 AB0090'THE STATION IS LOCATED ABOUT 7.8 KM (4.9 MI)
 AB0090'SOUTH-SOUTHWEST OF THE NORTH END OF DEL MAR BEACH, 6.1 KM (3.8 MI)
 AB0090'SOUTH OF SOUTH BAY PASS, 1.9 KM (1.2 MI) WEST OF THE GULF OF MEXICO
 AB0090'AND NORTH OF STATE HIGHWAY 4 ON BRAZOS ISLAND.
 AB0090'
 AB0090'TO REACH THE STATION FROM END OF STATE HIGHWAY 4 AT DEL MAR BEACH,
 AB0090'GO WEST ON HIGHWAY 4 FOR 1.8 KM (1.1 MI) TO THE STATION ON RIGHT,
 AB0090'NORTH SIDE OF ROAD.
 AB0090'
 AB0090'THE STATION IS A STANDARD USC+GS DISK
 AB0090'STAMPED---DEL MAR 1939---,
 AB0090'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB0090'30 CM IN DIAMETER PROJECTING 11 CM ABOVE GROUND.  LOCATED
 AB0090'94.0 METERS (308.4 FT) WEST FROM A METAL TELEPHONE PEDESTAL,
 AB0090'41.1 METERS (135.0 FT) NORTH FROM THE CENTERLINE OF HIGHWAY 4 AND
 AB0090'0.8 METER (2.7 FT) NORTH FROM A 10 CM BY 15 CM WOODEN POST.
 AB0090'
 AB0090'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 AB0090'
 AB0090'DESCRIBED BY J. N. LEONHARDT.
 AB0090
 AB0090                          STATION RECOVERY (1988)
 AB0090
 AB0090'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0090'RECOVERED IN GOOD CONDITION.
 AB0090
 AB0090                          STATION RECOVERY (1991)
 AB0090
 AB0090'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0090'RECOVERED IN GOOD CONDITION.
 AB0090
 AB0090                          STATION RECOVERY (1991)
 AB0090
 AB0090'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0377 ***********************************************************************
 AB0377  DESIGNATION -  DEL MAR RM 1
 AB0377  PID         -  AB0377
 AB0377  STATE/COUNTY-  TX/CAMERON
 AB0377  USGS QUAD   -  PORT ISABEL (1983)
 AB0377
 AB0377                         *CURRENT SURVEY CONTROL
 AB0377  ___________________________________________________________________
 AB0377* NAD 83(1986)-  26 00 42.     (N)    097 09 12.     (W)     SCALED    
 AB0377* NAVD 88     -         3.020  (meters)       9.91   (feet)  ADJUSTED  
 AB0377  ___________________________________________________________________
 AB0377  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 AB0377  DYNAMIC HT  -           3.015 (meters)       9.89  (feet)  COMP
 AB0377  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 AB0377
 AB0377  VERT ORDER  -  SECOND    CLASS 0
 AB0377
 AB0377.The horizontal coordinates were scaled from a topographic map and have
 AB0377.an estimated accuracy of +/- 6 seconds.
 AB0377
 AB0377.The orthometric height was determined by differential leveling
 AB0377.and adjusted by the National Geodetic Survey in June 1991..
 AB0377
 AB0377.The geoid height was determined by GEOID03.
 AB0377
 AB0377.The dynamic height is computed by dividing the NAVD 88
 AB0377.geopotential number by the normal gravity value computed on the
 AB0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0377.degrees latitude (g = 980.6199 gals.).
 AB0377
 AB0377.The modeled gravity was interpolated from observed gravity values.
 AB0377
 AB0377;                    North         East    Units  Estimated Accuracy
 AB0377;SPC TX S     - 5,038,940.      434,820.      MT  (+/- 180 meters Scaled)
 AB0377
 AB0377                          SUPERSEDED SURVEY CONTROL
 AB0377
 AB0377  NGVD 29 (??/??/92)    3.12   (m)           10.2    (f) COMPUTED    2 0
 AB0377
 AB0377.Superseded values are not recommended for survey control.
 AB0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0377.See file dsdata.txt to determine how the superseded data were derived.
 AB0377
 AB0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP848782(NAD 83)
 AB0377_MARKER: DR = REFERENCE MARK DISK
 AB0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0377_STAMPING: DEL MAR NO 1 1939
 AB0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0377+STABILITY: SURFACE MOTION
 AB0377
 AB0377  HISTORY     - Date     Condition        Report By
 AB0377  HISTORY     - 1939     MONUMENTED       CGS
 AB0377  HISTORY     - 1942     GOOD             NGS
 AB0377  HISTORY     - 1949     GOOD             NGS
 AB0377
 AB0377                          STATION DESCRIPTION
 AB0377
 AB0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0377'25.4 MI NE FROM BROWNSVILLE.
 AB0377'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U.S.
 AB0377'HIGHWAY NUMBER 8O AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0377'HIGHWAY NUMBER 4, GO 24.2 MILES TO THE END OF THE PAVEMENT AT BOCA
 AB0377'CHICA, TURN NORTHERLY (LEFT) ONTO ROAD TO DEL MAR BEACH, GO 1.0 MILE.
 AB0377'TURN WESTERLY (LEFT) AT THE BEACH AND GO 0.1 MILE TO SITE OF BENCH
 AB0377'MARK.  BENCH MARK IS ABOUT 0.1 MILE WEST OF DEL MAR BEACH.  ABOUT 170
 AB0377'FEET NORTH OF TWO TANKS ON TOP OF A SMALL SAN DUNE.  104 FEET NORTH OF
 AB0377'TRIANGULATION STATION DEL MAR.  27 FEET SOUTH OF AND ABOUT 2.0 FEET
 AB0377'ABOVE THE CENTERLINE OF THE ROAD.  MONUMENT PROJECTS 0.7 FOOT.
 AB0377
 AB0377                          STATION RECOVERY (1949)
 AB0377
 AB0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0378 ***********************************************************************
 AB0378  DESIGNATION -  DEL MAR RM 2
 AB0378  PID         -  AB0378
 AB0378  STATE/COUNTY-  TX/CAMERON
 AB0378  USGS QUAD   -  PORT ISABEL (1983)
 AB0378
 AB0378                         *CURRENT SURVEY CONTROL
 AB0378  ___________________________________________________________________
 AB0378* NAD 83(1986)-  26 00 42.     (N)    097 09 12.     (W)     SCALED    
 AB0378* NAVD 88     -         4.902  (meters)      16.08   (feet)  ADJUSTED  
 AB0378  ___________________________________________________________________
 AB0378  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 AB0378  DYNAMIC HT  -           4.894 (meters)      16.06  (feet)  COMP
 AB0378  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 AB0378
 AB0378  VERT ORDER  -  SECOND    CLASS 0
 AB0378
 AB0378.The horizontal coordinates were scaled from a topographic map and have
 AB0378.an estimated accuracy of +/- 6 seconds.
 AB0378
 AB0378.The orthometric height was determined by differential leveling
 AB0378.and adjusted by the National Geodetic Survey in June 1991..
 AB0378
 AB0378.The geoid height was determined by GEOID03.
 AB0378
 AB0378.The dynamic height is computed by dividing the NAVD 88
 AB0378.geopotential number by the normal gravity value computed on the
 AB0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0378.degrees latitude (g = 980.6199 gals.).
 AB0378
 AB0378.The modeled gravity was interpolated from observed gravity values.
 AB0378
 AB0378;                    North         East    Units  Estimated Accuracy
 AB0378;SPC TX S     - 5,038,940.      434,820.      MT  (+/- 180 meters Scaled)
 AB0378
 AB0378                          SUPERSEDED SURVEY CONTROL
 AB0378
 AB0378  NGVD 29 (??/??/92)    5.00   (m)           16.4    (f) COMPUTED    2 0
 AB0378
 AB0378.Superseded values are not recommended for survey control.
 AB0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0378.See file dsdata.txt to determine how the superseded data were derived.
 AB0378
 AB0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP848782(NAD 83)
 AB0378_MARKER: DR = REFERENCE MARK DISK
 AB0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0378_STAMPING: DEL MAR NO. 2 1939
 AB0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0378+STABILITY: SURFACE MOTION
 AB0378
 AB0378  HISTORY     - Date     Condition        Report By
 AB0378  HISTORY     - 1939     MONUMENTED       CGS
 AB0378  HISTORY     - 1942     GOOD             NGS
 AB0378  HISTORY     - 1949     GOOD             NGS
 AB0378
 AB0378                          STATION DESCRIPTION
 AB0378
 AB0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0378'25.4 MI NE FROM BROWNSVILLE.
 AB0378'OF STATE HIGHWAY NUMBER 4 AND U.S.
 AB0378'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0378'HIGHWAY NUMBER 4 AND GO 24.2 MILES TO THE END OF THE PAVEMENT AT BOCA
 AB0378'CHICA.  TURN NORTHERLY (LEFT) ONTO ROAD TO DEL MAR BEACH, GO 1.0 MILE.
 AB0378'TURN WESTERLY (LEFT) AND GO 0.1 MILE TO A SMALL HOUSE AND SITE OF
 AB0378'BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE WEST OF DEL MAR BEACH. ABOUT
 AB0378'125 FEET SOUTH OF THE ROAD.  ABOUT 85 FEET WEST OF TWO WATER TANKS ON
 AB0378'TOP OF A SMALL SAND DUNE.  81.7 FEET WEST OF TRIANGULATION STATION DEL
 AB0378'MAR.  AND ONE FOOT EAST OF THE NORTHEAST CORNER OF A SMALL GARAGE.
 AB0378'MONUMENT PROJECTS 0.8 FOOT.
 AB0378
 AB0378                          STATION RECOVERY (1949)
 AB0378
 AB0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0425 ***********************************************************************
 BA0425  DESIGNATION -  DEL NORTE
 BA0425  PID         -  BA0425
 BA0425  STATE/COUNTY-  TX/BREWSTER
 BA0425  USGS QUAD   -  PASO DEL NORTE (1983)
 BA0425
 BA0425                         *CURRENT SURVEY CONTROL
 BA0425  ___________________________________________________________________
 BA0425* NAD 83(1993)-  29 58 54.18139(N)    103 25 39.07208(W)     ADJUSTED  
 BA0425* NAVD 88     -      1707.     (meters)    5600.     (feet)  SCALED    
 BA0425  ___________________________________________________________________
 BA0425  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BA0425  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 BA0425
 BA0425  HORZ ORDER  -  SECOND
 BA0425
 BA0425.The horizontal coordinates were established by classical geodetic methods
 BA0425.and adjusted by the National Geodetic Survey in February 1996..
 BA0425
 BA0425.The orthometric height was scaled from a topographic map.
 BA0425
 BA0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0425
 BA0425.The geoid height was determined by GEOID03.
 BA0425
 BA0425;                    North         East     Units Scale Factor Converg.
 BA0425;SPC TXSC     - 4,246,188.738   172,860.108   MT  0.99992678   -2 10 08.8
 BA0425;SPC TXSC     -13,931,037.55    567,125.20   sFT  0.99992678   -2 10 08.8
 BA0425;UTM  13      - 3,317,799.892   651,699.451   MT  0.99988393   +0 47 09.4
 BA0425
 BA0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0425!SPC TXSC     -   0.99973527  x   0.99992678  =   0.99966207
 BA0425!UTM  13      -   0.99973527  x   0.99988393  =   0.99961923
 BA0425
 BA0425|---------------------------------------------------------------------|
 BA0425| PID    Reference Object                     Distance      Geod. Az  |
 BA0425|                                                           dddmmss.s |
 BA0425| CH8770 DEL NORTE RM 1                        3.317 METERS 14015     |
 BA0425| CH8769 DEL NORTE AZ MK                                    2222824.4 |
 BA0425| CH8771 DEL NORTE RM 2                        9.313 METERS 29421     |
 BA0425|---------------------------------------------------------------------|
 BA0425
 BA0425                          SUPERSEDED SURVEY CONTROL
 BA0425
 BA0425  NAD 83(1986)-  29 58 54.17111(N)    103 25 39.07352(W) AD(       ) 2
 BA0425  NAD 27      -  29 58 53.54300(N)    103 25 37.42300(W) AD(       ) 2
 BA0425
 BA0425.Superseded values are not recommended for survey control.
 BA0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0425.See file dsdata.txt to determine how the superseded data were derived.
 BA0425
 BA0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP5169917800(NAD 83)
 BA0425_MARKER: DD = SURVEY DISK
 BA0425_SETTING: 66 = SET IN ROCK OUTCROP
 BA0425
 BA0425  HISTORY     - Date     Condition        Report By
 BA0425  HISTORY     - 1943     MONUMENTED       CGS
 BA0425  HISTORY     - 1958     GOOD             AMS
 BA0425  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0425
 BA0425                          STATION DESCRIPTION
 BA0425
 BA0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0425'THE STATION IS LOCATED ON THE HIGHEST POINT OF DEL NORTE
 BA0425'MOUNTAIN, A HIGH PROMINENT PEAK LYING ABOUT 19 MILES, AIR LINE,
 BA0425'SW OF MARATHON, 2 MILES SE OF THE OLD MARATHON-TERLINGUA
 BA0425'HIGHWAY, AND 10 MILES N OF SANTIAGO PEAK WHICH IS THE HIGHEST
 BA0425'MOUNTAIN IN THE VICINITY.
 BA0425'
 BA0425'THE STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BA0425'IN OUTCROPPING BEDROCK AND IS STAMPED DEL NORTE 1943.
 BA0425'
 BA0425'NO UNDERGROUND MARK WAS ESTABLISHED.
 BA0425'
 BA0425'REFERENCE MARK NO. 1 IS A BRONZE DISK CEMENTED IN A DRILL
 BA0425'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 BA0425'OF THE GROUND AND IS 1-1/2 FEET LOWER THAN THE STATION MARK.  IT
 BA0425'IS STAMPED DEL NORTE NO. 1 1943.
 BA0425'
 BA0425'REFERENCE MARK NO. 2 IS A BRONZE DISK CEMENTED IN A DRILL
 BA0425'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 BA0425'OF THE GROUND AND IS 2 FEET LOWER THAN THE STATION MARK.  IT IS
 BA0425'STAMPED DEL NORTE NO. 2 1943.
 BA0425'
 BA0425'THE AZIMUTH MARK IS 1-1/2 MILES SW, 12.2 FEET NW OF A WHITE
 BA0425'WITNESS POST AND 39.0 FEET W OF A FENCE LINE.  IT IS A BRONZE
 BA0425'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 BA0425'STAMPED DEL NORTE 1943.
 BA0425'
 BA0425'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION IN ALPINE
 BA0425'GO E ON U.S. HIGHWAY 90 FOR 0.75 MILE TO THE GRANDVIEW AUTO
 BA0425'CAMP.  TURN RIGHT, S, ON THE TERLINGUA HIGHWAY AND GO 31.8
 BA0425'MILES TOWARD TERLINGUA TO A ROAD LEADING LEFT TO THE KOKERNOT
 BA0425'RANCH HEADQUARTERS.  TURN LEFT THROUGH A CATTLE GUARD AND
 BA0425'FOLLOW THE MAIN ROAD SOUTHEASTERLY, PASSING TO THE RIGHT
 BA0425'OF A GROUP OF RANCH BUILDINGS, THENCE SOUTHEASTWARD PASSING
 BA0425'TO THE LEFT OF FOUR CONCRETE SILOS FOR A TOTAL DISTANCE OF 5.5
 BA0425'MILES TO THE OLD MARATHON-TERLINGUA HIGHWAY.  TURN LEFT, NE,
 BA0425'AND FOLLOW THE BLADED ROAD 0.7 MILE TO FORKS.  TAKE THE LEFT
 BA0425'FORK MAIN ROAD NE 3.0 MILES TO THE TOP OF A LOW PASS AND A
 BA0425'DIM ROAD LEADING BACK SHARP TO THE RIGHT (S).  NOTE--THIS
 BA0425'POINT MAY BE REACHED FROM MARATHON BY THE FOLLOWING
 BA0425'ROUTE--GO S ON HIGHWAY 227, 2.0 MILES.  TAKE THE RIGHT FORK
 BA0425'OFF THE MAIN HIGHWAY AND GO SW ON A BLADED ROAD (THE OLD
 BA0425'TERINGUA HIGHWAY) 9.4 MILES TO FORKS.  TAKE THE RIGHT
 BA0425'FORK AS PER SIGN DEER 48, ROSS RANCH AND FOLLOW THE
 BA0425'MAIN BLADED ROAD ACROSS MARAVILLAS VALLEY AND UP
 BA0425'THROUGH DEL NORTE GAP 10.4 MILES TO THE TOP OF THE PASS
 BA0425'AND A DIM ROAD LEADING TO THE LEFT AS MENTIONED ABOVE.
 BA0425'FROM HERE GO SSE ON A TRACK ROAD 1.2 MILES TO FORKS.  GO
 BA0425'STRAIGHT AHEAD ON THE LEFT FORK FOR 0.4 MILE TO THE
 BA0425'AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD.  CONTINUE ON
 BA0425'THE TRACK ROAD ALONG THE W SIDE OF THE FENCE LINE 0.5
 BA0425'MILE TO THE END OF THE ROAD AT A LARGE EARTHEN TANK AND
 BA0425'CORRALS.  TURN LEFT THROUGH THE GATE, THENCE WORK WAY N
 BA0425'ALONG THE E SIDE OF THE FENCE LINE 0.5 MILE TO A GRASSY BENCH
 BA0425'JUST E OF THE AZIMUTH MARK.  TURN RIGHT AND GO NORTHEASTERLY
 BA0425'TOWARD THE STATION FOR ABOUT 3/4 MILE TO THE END OF TRUCK
 BA0425'TRAVEL AT THE FOOT OF THE MOUNTAIN.  FROM HERE PACK NE UP
 BA0425'THE MOUNTAINSIDE TO THE HIGHEST POINT AND STATION.  A 1 1/2-HOUR
 BA0425'PACK.
 BA0425'
 BA0425'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 BA0425
 BA0425                          STATION RECOVERY (1958)
 BA0425
 BA0425'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0425'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BA0425'
 BA0425'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE MOUNTAIN
 BA0425'AT A LIGHT SPOT.  35 FEET SSW OF LONE DARK BUSH.  17 FEET
 BA0425'W OF SHARP DROP TO THE E AT BUSH LINE.  47 FEET N OF LONE BUSH.
 BA0425
 BA0425                          STATION RECOVERY (2001)
 BA0425
 BA0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0425'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6566 ***********************************************************************
 DG6566  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6566  DESIGNATION -  DEL RIO CORS ARP
 DG6566  CORS_ID     -  TXDR
 DG6566  PID         -  DG6566
 DG6566  STATE/COUNTY-  TX/VAL VERDE
 DG6566  USGS QUAD   -  DEL RIO SW (1972)
 DG6566
 DG6566                         *CURRENT SURVEY CONTROL
 DG6566  ___________________________________________________________________
 DG6566* NAD 83(CORS)-  29 21 51.86079(N)    100 53 58.20030(W)     ADJUSTED  
 DG6566* NAVD 88     -                                                        
 DG6566  ___________________________________________________________________
 DG6566  EPOCH DATE  -        2002.00
 DG6566  X           -  -1,051,963.952 (meters)                     COMP
 DG6566  Y           -  -5,463,028.054 (meters)                     COMP
 DG6566  Z           -   3,109,302.795 (meters)                     COMP
 DG6566  ELLIP HEIGHT-         281.34  (meters)          (08/??/04) GPS OBS
 DG6566  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 DG6566
 DG6566  HORZ ORDER  -  SPECIAL (CORS)
 DG6566  ELLP ORDER  -  SPECIAL (CORS)
 DG6566
 DG6566.ITRF positions are available for this station.
 DG6566.The coordinates were established by GPS observations
 DG6566.and adjusted by the National Geodetic Survey in August 2004..
 DG6566.The coordinates are valid at the epoch date displayed above.
 DG6566.The epoch date for horizontal control is a decimal equivalence
 DG6566.of Year/Month/Day.
 DG6566
 DG6566
 DG6566.The PID for the CORS L1 Phase Center is DG6567.
 DG6566
 DG6566.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6566
 DG6566.The ellipsoidal height was determined by GPS observations
 DG6566.and is referenced to NAD 83.
 DG6566
 DG6566.The geoid height was determined by GEOID03.
 DG6566
 DG6566;                    North         East     Units Scale Factor Converg.
 DG6566;SPC TXSC     - 4,171,180.749   415,600.991   MT  0.99986338   -0 55 50.1
 DG6566;SPC TXSC     -13,684,948.84  1,363,517.58   sFT  0.99986338   -0 55 50.1
 DG6566
 DG6566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6566!SPC TXSC     -   0.99995581  x   0.99986338  =   0.99981920
 DG6566
 DG6566                          SUPERSEDED SURVEY CONTROL
 DG6566
 DG6566.No superseded survey control is available for this station.
 DG6566
 DG6566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT1562449859(NAD 83)
 DG6566_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6566
 DG6566                          STATION DESCRIPTION
 DG6566
 DG6566'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6566'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6566'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6566'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6566'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6566'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6567 ***********************************************************************
 DG6567  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6567  DESIGNATION -  DEL RIO CORS L1 PHASE CENTER
 DG6567  CORS_ID     -  TXDR
 DG6567  PID         -  DG6567
 DG6567  STATE/COUNTY-  TX/VAL VERDE
 DG6567  USGS QUAD   -  DEL RIO SW (1972)
 DG6567
 DG6567                         *CURRENT SURVEY CONTROL
 DG6567  ___________________________________________________________________
 DG6567* NAD 83(CORS)-  29 21 51.86080(N)    100 53 58.20028(W)     ADJUSTED  
 DG6567* NAVD 88     -                                                        
 DG6567  ___________________________________________________________________
 DG6567  EPOCH DATE  -        2002.00
 DG6567  X           -  -1,051,963.965 (meters)                     COMP
 DG6567  Y           -  -5,463,028.123 (meters)                     COMP
 DG6567  Z           -   3,109,302.834 (meters)                     COMP
 DG6567  ELLIP HEIGHT-         281.42  (meters)          (08/??/04) GPS OBS
 DG6567  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 DG6567
 DG6567  HORZ ORDER  -  SPECIAL (CORS)
 DG6567  ELLP ORDER  -  SPECIAL (CORS)
 DG6567
 DG6567.ITRF positions are available for this station.
 DG6567.The coordinates were established by GPS observations
 DG6567.and adjusted by the National Geodetic Survey in August 2004..
 DG6567.The coordinates are valid at the epoch date displayed above.
 DG6567.The epoch date for horizontal control is a decimal equivalence
 DG6567.of Year/Month/Day.
 DG6567
 DG6567
 DG6567.The PID for the CORS ARP is DG6566.
 DG6567
 DG6567.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6567
 DG6567.The ellipsoidal height was determined by GPS observations
 DG6567.and is referenced to NAD 83.
 DG6567
 DG6567.The geoid height was determined by GEOID03.
 DG6567
 DG6567;                    North         East     Units Scale Factor Converg.
 DG6567;SPC TXSC     - 4,171,180.749   415,600.991   MT  0.99986338   -0 55 50.1
 DG6567;SPC TXSC     -13,684,948.84  1,363,517.58   sFT  0.99986338   -0 55 50.1
 DG6567
 DG6567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6567!SPC TXSC     -   0.99995580  x   0.99986338  =   0.99981919
 DG6567
 DG6567                          SUPERSEDED SURVEY CONTROL
 DG6567
 DG6567.No superseded survey control is available for this station.
 DG6567
 DG6567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT1562449859(NAD 83)
 DG6567_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6567
 DG6567                          STATION DESCRIPTION
 DG6567
 DG6567'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6567'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6567'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6567'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6567'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6567'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0647 ***********************************************************************
 AZ0647  DESIGNATION -  DEL RIO KDLK RADIO MAST
 AZ0647  PID         -  AZ0647
 AZ0647  STATE/COUNTY-  TX/VAL VERDE
 AZ0647  USGS QUAD   -  DEL RIO SW (1972)
 AZ0647
 AZ0647                         *CURRENT SURVEY CONTROL
 AZ0647  ___________________________________________________________________
 AZ0647* NAD 83(1993)-  29 22 20.16500(N)    100 53 21.60014(W)     ADJUSTED  
 AZ0647* NAVD 88     -                                                        
 AZ0647  ___________________________________________________________________
 AZ0647  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AZ0647  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0647
 AZ0647  HORZ ORDER  -  THIRD
 AZ0647
 AZ0647.The horizontal coordinates were established by classical geodetic methods
 AZ0647.and adjusted by the National Geodetic Survey in February 1996..
 AZ0647
 AZ0647
 AZ0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0647
 AZ0647.The geoid height was determined by GEOID03.
 AZ0647
 AZ0647;                    North         East     Units Scale Factor Converg.
 AZ0647;SPC TXSC     - 4,172,035.999   416,601.941   MT  0.99986346   -0 55 32.2
 AZ0647;SPC TXSC     -13,687,754.77  1,366,801.53   sFT  0.99986346   -0 55 32.2
 AZ0647;UTM  14      - 3,250,714.140   316,624.920   MT  1.00001494   -0 55 37.0
 AZ0647
 AZ0647                          SUPERSEDED SURVEY CONTROL
 AZ0647
 AZ0647  NAD 83(1986)-  29 22 20.15428(N)    100 53 21.58028(W) AD(       ) 4
 AZ0647  NAD 27      -  29 22 19.33000(N)    100 53 20.23000(W) AD(       ) 3
 AZ0647
 AZ0647.Superseded values are not recommended for survey control.
 AZ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0647.See file dsdata.txt to determine how the superseded data were derived.
 AZ0647
 AZ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT1662550714(NAD 83)
 AZ0647_MARKER: 42 = RADIO/TV MAST
 AZ0647
 AZ0647  HISTORY     - Date     Condition        Report By
 AZ0647  HISTORY     - 1949     FIRST OBSERVED   CGS
 AZ0647
 AZ0647                          STATION DESCRIPTION
 AZ0647
 AZ0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CL)
 AZ0647'STATION IS LOCATED ABOUT 0.5 MILE NE OF DEL RIO, 100 YARDS E
 AZ0647'OF A N-S ROAD, AND IN A FIELD.  THE STATION IS A SINGLE RADIO
 AZ0647'MAST, ABOUT 150 FEET HIGH, PAINTED RED AND WHITE WITH A RED
 AZ0647'LIGHT AT THE TOP.  THE LIGHT WAS THE POINT INTERSECTED.  THE
 AZ0647'STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 90 AND
 AZ0647'277 IN DEL RIO BY GOING E ON U.S. HIGHWAY 90 FOR 0.7 MILE,
 AZ0647'THENCE LEFT OR N ON A SIDE ROAD FOR 0.2 MILE TO THE STATION
 AZ0647'ON THE RIGHT AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0648 ***********************************************************************
 AZ0648  DESIGNATION -  DEL RIO STANDPIPE
 AZ0648  PID         -  AZ0648
 AZ0648  STATE/COUNTY-  TX/VAL VERDE
 AZ0648  USGS QUAD   -  DEL RIO SW (1972)
 AZ0648
 AZ0648                         *CURRENT SURVEY CONTROL
 AZ0648  ___________________________________________________________________
 AZ0648* NAD 83(1993)-  29 22 07.24991(N)    100 54 12.57558(W)     ADJUSTED  
 AZ0648* NAVD 88     -                                                        
 AZ0648  ___________________________________________________________________
 AZ0648  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AZ0648  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0648
 AZ0648  HORZ ORDER  -  THIRD
 AZ0648
 AZ0648.The horizontal coordinates were established by classical geodetic methods
 AZ0648.and adjusted by the National Geodetic Survey in February 1996..
 AZ0648
 AZ0648
 AZ0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0648
 AZ0648.The geoid height was determined by GEOID03.
 AZ0648
 AZ0648;                    North         East     Units Scale Factor Converg.
 AZ0648;SPC TXSC     - 4,171,660.746   415,221.091   MT  0.99986342   -0 55 57.2
 AZ0648;SPC TXSC     -13,686,523.63  1,362,271.20   sFT  0.99986342   -0 55 57.2
 AZ0648;UTM  14      - 3,250,338.860   315,243.848   MT  1.00002121   -0 56 01.6
 AZ0648
 AZ0648                          SUPERSEDED SURVEY CONTROL
 AZ0648
 AZ0648  NAD 83(1986)-  29 22 07.23903(N)    100 54 12.55540(W) AD(       ) 4
 AZ0648  NAD 27      -  29 22 06.41000(N)    100 54 11.21000(W) AD(       ) 3
 AZ0648
 AZ0648.Superseded values are not recommended for survey control.
 AZ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0648.See file dsdata.txt to determine how the superseded data were derived.
 AZ0648
 AZ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT1524450339(NAD 83)
 AZ0648_MARKER: 52 = STANDPIPE TANK
 AZ0648
 AZ0648  HISTORY     - Date     Condition        Report By
 AZ0648  HISTORY     - 1918     FIRST OBSERVED   CGS
 AZ0648
 AZ0648                          STATION DESCRIPTION
 AZ0648
 AZ0648'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0985 ***********************************************************************
 CD0985  DESIGNATION -  DELAWARE
 CD0985  PID         -  CD0985
 CD0985  STATE/COUNTY-  TX/CULBERSON
 CD0985  USGS QUAD   -  SIX BAR RANCH (1973)
 CD0985
 CD0985                         *CURRENT SURVEY CONTROL
 CD0985  ___________________________________________________________________
 CD0985* NAD 83(1993)-  31 44 34.70525(N)    104 46 05.75732(W)     ADJUSTED  
 CD0985* NAVD 88     -      1746.8    (meters)    5731.     (feet)  VERTCON   
 CD0985  ___________________________________________________________________
 CD0985  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CD0985  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CD0985
 CD0985  HORZ ORDER  -  FIRST
 CD0985
 CD0985.The horizontal coordinates were established by classical geodetic methods
 CD0985.and adjusted by the National Geodetic Survey in February 1996..
 CD0985
 CD0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0985
 CD0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0985
 CD0985.The geoid height was determined by GEOID03.
 CD0985
 CD0985;                    North         East     Units Scale Factor Converg.
 CD0985;SPC TX C     - 3,238,552.516   279,890.352   MT  0.99996531   -2 17 03.3
 CD0985;SPC TX C     -10,625,151.05    918,273.60   sFT  0.99996531   -2 17 03.3
 CD0985;UTM  13      - 3,511,970.195   521,949.389   MT  0.99960594   +0 07 18.9
 CD0985
 CD0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0985!SPC TX C     -   0.99972941  x   0.99996531  =   0.99969473
 CD0985!UTM  13      -   0.99972941  x   0.99960594  =   0.99933546
 CD0985
 CD0985:                Primary Azimuth Mark                     Grid Az
 CD0985:SPC TX C     -  DELAWARE AZ MK                           043 29 36.2
 CD0985:UTM  13      -  DELAWARE AZ MK                           041 05 14.0
 CD0985
 CD0985|---------------------------------------------------------------------|
 CD0985| PID    Reference Object                     Distance      Geod. Az  |
 CD0985|                                                           dddmmss.s |
 CD0985| CH8772 DELAWARE AZ MK                                     0411232.9 |
 CD0985| CH8774 DELAWARE RM 2                         5.875 METERS 17738     |
 CD0985| CD0997 EL PASO FORT WORTH AWY BCN 8 B      APPROX.14.7 KM 2830550.8 |
 CD0985| CD0995 EL PASO FORT WORTH AWY BCN 9        APPROX.10.7 KM 3384629.9 |
 CD0985| CH8773 DELAWARE RM 1                         8.504 METERS 35442     |
 CD0985|---------------------------------------------------------------------|
 CD0985
 CD0985                          SUPERSEDED SURVEY CONTROL
 CD0985
 CD0985  NAD 83(1993)-  31 44 34.70624(N)    104 46 05.75582(W) AD(       ) 1
 CD0985  NAD 83(1986)-  31 44 34.70633(N)    104 46 05.75582(W) AD(       ) 1
 CD0985  NAD 27      -  31 44 34.27800(N)    104 46 03.95100(W) AD(       ) 1
 CD0985  NGVD 29 (07/19/86) 1746.2    (m)         5729.     (f) VERT ANG       
 CD0985
 CD0985.Superseded values are not recommended for survey control.
 CD0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0985.See file dsdata.txt to determine how the superseded data were derived.
 CD0985
 CD0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER2194911970(NAD 83)
 CD0985_MARKER: DS = TRIANGULATION STATION DISK
 CD0985_SETTING: 66 = SET IN ROCK OUTCROP
 CD0985
 CD0985  HISTORY     - Date     Condition        Report By
 CD0985  HISTORY     - 1943     MONUMENTED       CGS
 CD0985  HISTORY     - 1973     GOOD             USGS
 CD0985
 CD0985                          STATION DESCRIPTION
 CD0985
 CD0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0985'STATION IS ON THE HIGHEST POINT OF THE DELAWARE MOUNTAINS AND S
 CD0985'OF THE GUADALUPES, ON THE DIVIDE OVERLOOKING THE SALT FLATS TO
 CD0985'THE W AND THE DELAWARE AND WILDHORSE WASHES TO THE E.  ABOUT
 CD0985'5-1/2 MILES (AIRLINE) SE OF THE JUNCTION OF STATE HIGHWAY 54
 CD0985'AND U.S. HIGHWAY 62.  IT IS ABOUT 11 MILES S OF THE PINE SPRINGS
 CD0985'SERVICE STATION AND ABOUT 60 MILES (AIRLINE) SW OF CARLSBAD.
 CD0985'IT IS ABOUT 0.75 MILE S OF AN E-W FENCELINE THAT APPEARS TO
 CD0985'DIVIDE THE D RANCH AND THE 6 BAR RANCH.  IT IS ABOUT 6 MILES E
 CD0985'OF THE 6 BAR HEADQUARTERS ON HIGHWAY 54 AND ABOUT 12 MILES
 CD0985'(AIRLINE) SW OF THE D RANCH.
 CD0985'
 CD0985'STATION IS AT W END OF A RIDGE OVERLOOKING SALT FLATS AND IS
 CD0985'THE HIGHEST POINT IN THE VICINITY.  A BRONZE STATION DISK SET IN
 CD0985'A ROCK OUTCROP FLUSH WITH GROUND.  STAMPED DELAWARE 1943.
 CD0985'
 CD0985'REFERENCE MARK 1 IS N OF AND 4 FEET BELOW THE STATION.  A BRONZE
 CD0985'REFERENCE DISK SET IN A ROCK OUTCROP FLUSH WITH THE GROUND.
 CD0985'STAMPED DELAWARE NO 1 1943.
 CD0985'
 CD0985'REFERENCE MARK 2 IS S OF AND 4 FEET BELOW THE STATION.  A BRONZE
 CD0985'REFERENCE DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.
 CD0985'STAMPED DELAWARE NO 2 1943.
 CD0985'
 CD0985'AZIMUTH MARK IS 1/4 MILE NE OF THE STATION AT ABOUT CENTER OF
 CD0985'LOWER KNOLL ON SAME RIDGE AS STATION.  A BRONZE AZIMUTH DISK SET
 CD0985'IN ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED DELAWARE 1943.
 CD0985'
 CD0985'TO REACH FROM CARLSBAD, NEW MEXICO, GO SW ON HIGHWAY 62 FOR
 CD0985'50.4 MILES TO THE NICKLE CREEK SERVICE STATION.  GO 0.2 MILE W OF
 CD0985'SERVICE STATION, AND TURN LEFT OFF THE HIGHWAY AND GO S ON BLADED
 CD0985'ROAD FOR 2.5 MILES.  TURN RIGHT ACROSS CATTLE GUARD AND CONTINUE S
 CD0985'1.4 MILES TO A FORK NEAR THE BOTTOM OF A DEEP CANYON AT D RANCH.
 CD0985'TAKE LEFT FORK AND GO 3.3 MILES TO A GATE AT JUNCTION OF
 CD0985'PIPELINE ROAD.  TURN RIGHT AND GO W 0.4 MILE TO A SIDE ROAD.
 CD0985'TURN LEFT AND GO S ON BLADED ROAD FOR 2.6 MILES TO ANOTHER
 CD0985'PIPELINE ROAD.  CROSS ROAD AND CONTINUE S 4.0 MILES TO FORKS
 CD0985'NEAR A SMALL STONE HOUSE.  TAKE RIGHT FORK AND GO W UP GRADE FOR
 CD0985'2.0 MILES TO FORKS.  GO S AND SW OVER HILLS FOR 1.9 MILES TO
 CD0985'FORKS.  TAKE RIGHT FORK AND GO 2.3 MILES NW UP GRADE TO FORKS.
 CD0985'TAKE LEFT FORK AND GO SW DOWN A CANYON FOR 0.7 MILE,
 CD0985'PASSING A DIRT TANK.  TURN RIGHT JUST AFTER CROSSING A SIDE
 CD0985'WASH AND GO W ACROSS COUNTRY UP THE DIVIDE FOR 0.8 MILE
 CD0985'TO THE BASE OF A STEEP ROCKY SLOPE.  FROM HERE PACK W UP
 CD0985'THE DIVIDE FOR ABOUT 1.5 MILES TO THE HIGHEST POINT AND
 CD0985'STATION.
 CD0985'
 CD0985'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CD0985
 CD0985                          STATION RECOVERY (1973)
 CD0985
 CD0985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JTD)
 CD0985'STATION MARK--BRONZE USC-GS DISK, STAMPED ---DELAWARE 1943---, SET IN
 CD0985'ROCK OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0956 ***********************************************************************
 CD0956  DESIGNATION -  DELAWARE  B 17
 CD0956  PID         -  CD0956
 CD0956  STATE/COUNTY-  TX/CULBERSON
 CD0956  USGS QUAD   -  DELAWARE RANCH (1973)
 CD0956
 CD0956                         *CURRENT SURVEY CONTROL
 CD0956  ___________________________________________________________________
 CD0956* NAD 83(1993)-  31 29 10.61185(N)    104 37 27.80192(W)     ADJUSTED  
 CD0956* NAVD 88     -      1796.     (meters)    5892.     (feet)  SCALED    
 CD0956  ___________________________________________________________________
 CD0956  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 CD0956  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CD0956
 CD0956  HORZ ORDER  -  THIRD
 CD0956
 CD0956.The horizontal coordinates were established by classical geodetic methods
 CD0956.and adjusted by the National Geodetic Survey in February 1996..
 CD0956
 CD0956.The orthometric height was scaled from a topographic map.
 CD0956
 CD0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0956
 CD0956.The geoid height was determined by GEOID03.
 CD0956
 CD0956;                    North         East     Units Scale Factor Converg.
 CD0956;SPC TX C     - 3,209,578.754   292,414.957   MT  0.99991744   -2 12 36.5
 CD0956;SPC TX C     -10,530,092.96    959,364.74   sFT  0.99991744   -2 12 36.5
 CD0956;UTM  13      - 3,483,557.203   535,674.928   MT  0.99961570   +0 11 46.3
 CD0956
 CD0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0956!SPC TX C     -   0.99972174  x   0.99991744  =   0.99963920
 CD0956!UTM  13      -   0.99972174  x   0.99961570  =   0.99933755
 CD0956
 CD0956:                Primary Azimuth Mark                     Grid Az
 CD0956:SPC TX C     -  JONES                                    089 56 17.2
 CD0956:UTM  13      -  JONES                                    087 31 54.4
 CD0956
 CD0956|---------------------------------------------------------------------|
 CD0956| PID    Reference Object                     Distance      Geod. Az  |
 CD0956|                                                           dddmmss.s |
 CD0956| CD0955 JONES                               APPROX. 8.8 KM 0874340.7 |
 CD0956|---------------------------------------------------------------------|
 CD0956
 CD0956                          SUPERSEDED SURVEY CONTROL
 CD0956
 CD0956  NAD 83(1986)-  31 29 10.61238(N)    104 37 27.80010(W) AD(       ) 3
 CD0956  NAD 27      -  31 29 10.15828(N)    104 37 26.02444(W) AD(       ) 3
 CD0956
 CD0956.Superseded values are not recommended for survey control.
 CD0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0956.See file dsdata.txt to determine how the superseded data were derived.
 CD0956
 CD0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ3567583557(NAD 83)
 CD0956_MARKER: DD = SURVEY DISK
 CD0956_SETTING: 66 = SET IN ROCK OUTCROP
 CD0956_SP_SET: SET IN ROCK OUTCROP
 CD0956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0956+STABILITY: POSITION/ELEVATION WELL
 CD0956
 CD0956  HISTORY     - Date     Condition        Report By
 CD0956  HISTORY     - 1904     MONUMENTED       USGS
 CD0956
 CD0956                          STATION DESCRIPTION
 CD0956
 CD0956'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 CD0956'ON HIGHEST PEAK IN DELAWARE MOUNTAINS, ABOUT 14 MI. DUE E. OF FIGURE
 CD0956'TWO RANCH HOUSE, 30 MI. /AIRLINE/ NE. OF VAN HORN, 25 MI. /AIRLINE/ S.
 CD0956'OF PINE SPRING CAMP.
 CD0956'
 CD0956'TO REACH FROM VAN HORN, GO E. ON U.S. HIGHWAY 80, 8 MI. AND JUST AFTER
 CD0956'CROSSING WILDHORSE CREEK /DRY/ TAKE T-RD. NE. /THIS RD. IS KNOWN
 CD0956'LOCALLY AS VAN HORN - STATE LINE CO. RD./, FOLLOW THIS DIRT BLADED RD.
 CD0956'45 MI. IN A GENERAL NNE. DIRECTION TO MONTGOMERY, SHEEP RANCH HOUSE.
 CD0956'FROM RANCH HOUSE FOLLOW DRAINAGE IN A GENERAL WESTERN DIRECTION
 CD0956'APPROXIMATELY 4 MI. TO W. SIDE OF MONTGOMERY RANCH, GO THROUGH GATE IN
 CD0956'WOVEN WIRE FENCE AND TAKE RD. N. JUST BEYOND GATE.  FOLLOW RD. 0.5 MI.
 CD0956'AND TAKE NEXT RD. RIGHT.  FOLLOW THIS RD. 2 MI. TO LARGE STEEL TANK.
 CD0956'APPROXIMATELY 1 MI. BEYOND THIS POINT TAKE DIM RD. TO LEFT THAT GOES
 CD0956'UP POINT OF RIDGE BETWEEN MAIN DRAINS.  CONTINUE ON THIS RIDGE TO
 CD0956'STATION.  THIS STATION REFERRED TO AS B-17 BY W. F. CHENAULT.
 CD0956'
 CD0956'STATION MARK--BRONZE TABLET CEMENTED IN SOLID ROCK 3 IN. UNDER THE
 CD0956'SURFACE OF THE GROUND OVER WHICH IS A ROCK CAIRN 5 FT. HIGH.
 CD0956'
 CD0956'REFERENCE MARK NO. 1--CROSS MARK AND THE LETTERS U S CUT DEEP IN A
 CD0956'ROCK, 10.7 FT. FROM STATION, N 22 DEG 36 MIN E.
 CD0956'
 CD0956'REFERENCE MARK NO. 2--CROSS MARK IN ROCK, 13.00 FT. FROM STATION,
 CD0956'S 80 DEG 27 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0388 ***********************************************************************
 CD0388  DESIGNATION -  DELAWARE SPR AIR
 CD0388  PID         -  CD0388
 CD0388  STATE/COUNTY-  TX/CULBERSON
 CD0388  USGS QUAD   -  COW MOUNTAIN (1973)
 CD0388
 CD0388                         *CURRENT SURVEY CONTROL
 CD0388  ___________________________________________________________________
 CD0388* NAD 83(1986)-  31 51 11.     (N)    104 32 55.     (W)     SCALED    
 CD0388* NAVD 88     -      1206.064  (meters)    3956.89   (feet)  ADJUSTED  
 CD0388  ___________________________________________________________________
 CD0388  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CD0388  DYNAMIC HT  -        1204.222 (meters)    3950.85  (feet)  COMP
 CD0388  MODELED GRAV-     979,071.6   (mgal)                       NAVD 88
 CD0388
 CD0388  VERT ORDER  -  SECOND    CLASS 0
 CD0388
 CD0388.The horizontal coordinates were scaled from a topographic map and have
 CD0388.an estimated accuracy of +/- 6 seconds.
 CD0388
 CD0388.The orthometric height was determined by differential leveling
 CD0388.and adjusted by the National Geodetic Survey in June 1991..
 CD0388
 CD0388.The geoid height was determined by GEOID03.
 CD0388
 CD0388.The dynamic height is computed by dividing the NAVD 88
 CD0388.geopotential number by the normal gravity value computed on the
 CD0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0388.degrees latitude (g = 980.6199 gals.).
 CD0388
 CD0388.The modeled gravity was interpolated from observed gravity values.
 CD0388
 CD0388;                    North         East    Units  Estimated Accuracy
 CD0388;SPC TX C     - 3,249,940.      301,150.      MT  (+/- 180 meters Scaled)
 CD0388
 CD0388                          SUPERSEDED SURVEY CONTROL
 CD0388
 CD0388  NGVD 29 (??/??/92) 1205.524  (m)         3955.12   (f) ADJ UNCH    2 0
 CD0388
 CD0388.Superseded values are not recommended for survey control.
 CD0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0388.See file dsdata.txt to determine how the superseded data were derived.
 CD0388
 CD0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER427242(NAD 83)
 CD0388_MARKER: DB = BENCH MARK DISK
 CD0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0388_SP_SET: FOUNDATION
 CD0388_STAMPING: DELAWARE SPRINGS AIRPORT
 CD0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0388
 CD0388  HISTORY     - Date     Condition        Report By
 CD0388  HISTORY     - UNK      MONUMENTED       CGS
 CD0388  HISTORY     - 1973     GOOD             USGS
 CD0388
 CD0388                          STATION DESCRIPTION
 CD0388
 CD0388'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0388'IN DELAWARE SPRINGS AIRPORT.
 CD0388'TO REACH FROM THE STATE LINE BAR AND CAFE ON U S HIGHWAY 62 - 180 AT
 CD0388'THE TEXAS-N.M. STATE LINE GO SOUTH ON TEX. HIGHWAY 1108 FOR 10 MILES
 CD0388'TO THE 9K RANCH HEADQUARTERS, THENCE TURN WEST CONTINUING ON STATE
 CD0388'HIGHWAY 1108 FOR 4.3 MILES TO THE WEST END OF THE NE-SW RUNWAY OF
 CD0388'DELAWARE SPRINGS AIRPORT AND THE BM.  THE BM IS IN THE SW CORNER OF
 CD0388'THE FOUNDATION OF THE BEACON LIGHT TOWER (TOWER HAS BEEN DISMANTELED
 CD0388'BUT TOWER LEGS STILL PROJECT FROM THE CONCRETE FOUNDATION) AND 11.4
 CD0388'FEET EAST OF THE EAST CORNER OF THE LIGHTING HOUSE, IN THE CONCRETE
 CD0388'BASE OF THE FOUNDATION, A STD. DISK STAMPED DELAWARE SPRINGS AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1140 ***********************************************************************
 CA1140  DESIGNATION -  DELL
 CA1140  PID         -  CA1140
 CA1140  STATE/COUNTY-  TX/CONCHO
 CA1140  USGS QUAD   -  LIVE OAK (1970)
 CA1140
 CA1140                         *CURRENT SURVEY CONTROL
 CA1140  ___________________________________________________________________
 CA1140* NAD 83(1993)-  31 13 01.92061(N)    099 56 39.48994(W)     ADJUSTED  
 CA1140* NAVD 88     -       663.2    (meters)    2176.     (feet)  VERTCON   
 CA1140  ___________________________________________________________________
 CA1140  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 CA1140  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CA1140
 CA1140  HORZ ORDER  -  SECOND
 CA1140
 CA1140.The horizontal coordinates were established by classical geodetic methods
 CA1140.and adjusted by the National Geodetic Survey in February 1996..
 CA1140
 CA1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1140
 CA1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1140
 CA1140.The geoid height was determined by GEOID03.
 CA1140
 CA1140;                    North         East     Units Scale Factor Converg.
 CA1140;SPC TX C     - 3,171,949.888   737,065.402   MT  0.99988881   +0 12 01.3
 CA1140;SPC TX C     -10,406,638.92  2,418,188.74   sFT  0.99988881   +0 12 01.3
 CA1140;UTM  14      - 3,454,057.751   410,054.211   MT  0.99969979   -0 29 22.0
 CA1140
 CA1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1140!SPC TX C     -   0.99989958  x   0.99988881  =   0.99978840
 CA1140!UTM  14      -   0.99989958  x   0.99969979  =   0.99959940
 CA1140
 CA1140:                Primary Azimuth Mark                     Grid Az
 CA1140:SPC TX C     -  WOOD                                     090 30 39.9
 CA1140:UTM  14      -  WOOD                                     091 12 03.2
 CA1140
 CA1140|---------------------------------------------------------------------|
 CA1140| PID    Reference Object                     Distance      Geod. Az  |
 CA1140|                                                           dddmmss.s |
 CA1140| CA1139 WOOD                                APPROX. 3.6 KM 0904241.2 |
 CA1140| CV4710 DELL RM 1                            15.215 METERS 09334     |
 CA1140| CV4711 DELL RM 2                            15.239 METERS 18654     |
 CA1140|---------------------------------------------------------------------|
 CA1140
 CA1140                          SUPERSEDED SURVEY CONTROL
 CA1140
 CA1140  NAD 83(1986)-  31 13 01.92770(N)    099 56 39.47558(W) AD(       ) 2
 CA1140  NAD 27      -  31 13 01.33487(N)    099 56 38.20608(W) AD(       ) 2
 CA1140  NGVD 29 (07/19/86)  663.1    (m)         2176.     (f) VERT ANG       
 CA1140
 CA1140.Superseded values are not recommended for survey control.
 CA1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1140.See file dsdata.txt to determine how the superseded data were derived.
 CA1140
 CA1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1005454058(NAD 83)
 CA1140_MARKER: DD = SURVEY DISK
 CA1140_SETTING: 0 = UNSPECIFIED SETTING
 CA1140
 CA1140  HISTORY     - Date     Condition        Report By
 CA1140  HISTORY     - 1971     MONUMENTED       USGS
 CA1140  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA1140
 CA1140                          STATION DESCRIPTION
 CA1140
 CA1140'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1140'THE STATION IS LOCATED DUE WEST, ABOUT 6 MILES AIRLINE FROM
 CA1140'EDEN, TEXAS.
 CA1140'
 CA1140'TO REACH FROM EDEN, TEXAS, GO 5.8 MILES WEST ON U.S. HIGHWAY
 CA1140'87 TO STATION SITE ON THE LEFT (SOUTH).  THE STATION IS
 CA1140'LOCATED ON LAND OWNED BY MR. G.H. SPISER, EDEN, TEXAS.  89
 CA1140'FEET SOUTH OF HIGHWAY AND 35.5 FEET WEST OF SPISER GATE.
 CA1140'THE STATION IS 4 FEET SOUTH OF SOUTH RIGHT-OF-WAY FENCE AND
 CA1140'8 FEET NORTHWEST OF USGS WITNESS SIGN MOUNTED ON A METAL
 CA1140'POST.
 CA1140'
 CA1140'STATION MARK AND THE TWO REFERENCE MARKS ARE ALL STANDARD
 CA1140'BRONZE TABLETS, SOLDERED TO COPPER COATED STEEL RODS, CENTERED
 CA1140'IN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED
 CA1140'WITH GRAVEL.  THE TABLETS ARE FLUSH WITH THE GROUND.
 CA1140'
 CA1140'STATION MARK--THE ROD IS DRIVEN TO REFUSAL 10.0 FEET, TABLET
 CA1140'STAMPED DELL ET 1971.
 CA1140'
 CA1140'REFERENCE MARK NO. 1--THE ROD IS DRIVEN TO REFUSAL 7.5 FEET,
 CA1140'TABLET STAMPED DELL ET NO. 1 1971.
 CA1140'
 CA1140'REFERENCE MARK NO. 2--THE ROD IS DRIVEN TO REFUSAL 8.8 FEET,
 CA1140'TABLET STAMPED DELL ET NO. 2 1971.
 CA1140'
 CA1140'STATION WOOD ET 1971 IS VISIBLE FROM THE GROUND AT THIS
 CA1140'STATION AND, WILL SERVE AS THE AZIMUTH MARK.
 CA1140'
 CA1140'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 CA1140
 CA1140                          STATION RECOVERY (1999)
 CA1140
 CA1140'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0029 ***********************************************************************
 AJ0029  DESIGNATION -  DELL RM 2
 AJ0029  PID         -  AJ0029
 AJ0029  STATE/COUNTY-  TX/JIM WELLS
 AJ0029  USGS QUAD   -  SAN DIEGO (1963)
 AJ0029
 AJ0029                         *CURRENT SURVEY CONTROL
 AJ0029  ___________________________________________________________________
 AJ0029* NAD 83(1986)-  27 45 27.     (N)    098 12 32.     (W)     SCALED    
 AJ0029* NAVD 88     -        84.446  (meters)     277.05   (feet)  ADJUSTED  
 AJ0029  ___________________________________________________________________
 AJ0029  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AJ0029  DYNAMIC HT  -          84.315 (meters)     276.62  (feet)  COMP
 AJ0029  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 AJ0029
 AJ0029  VERT ORDER  -  FIRST     CLASS II
 AJ0029
 AJ0029.The horizontal coordinates were scaled from a topographic map and have
 AJ0029.an estimated accuracy of +/- 6 seconds.
 AJ0029
 AJ0029.The orthometric height was determined by differential leveling
 AJ0029.and adjusted by the National Geodetic Survey in June 1991..
 AJ0029
 AJ0029.The geoid height was determined by GEOID03.
 AJ0029
 AJ0029.The dynamic height is computed by dividing the NAVD 88
 AJ0029.geopotential number by the normal gravity value computed on the
 AJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0029.degrees latitude (g = 980.6199 gals.).
 AJ0029
 AJ0029.The modeled gravity was interpolated from observed gravity values.
 AJ0029
 AJ0029;                    North         East    Units  Estimated Accuracy
 AJ0029;SPC TX S     - 5,231,690.      328,700.      MT  (+/- 180 meters Scaled)
 AJ0029
 AJ0029                          SUPERSEDED SURVEY CONTROL
 AJ0029
 AJ0029  NGVD 29 (??/??/92)   84.527  (m)          277.32   (f) ADJ UNCH    1 2
 AJ0029
 AJ0029.Superseded values are not recommended for survey control.
 AJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0029.See file dsdata.txt to determine how the superseded data were derived.
 AJ0029
 AJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR779705(NAD 83)
 AJ0029_MARKER: DB = BENCH MARK DISK
 AJ0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0029_SP_SET: CULVERT
 AJ0029_STAMPING: Q 178 1951
 AJ0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0029
 AJ0029  HISTORY     - Date     Condition        Report By
 AJ0029  HISTORY     - 1946     MONUMENTED       CGS
 AJ0029
 AJ0029                          STATION DESCRIPTION
 AJ0029
 AJ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AJ0029'1.7 MI E FROM SAN DIEGO.
 AJ0029'1.7 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0029'SAN DIEGO, 4 1/2 POLES EAST OF MILEPOST 111.  191 FEET SOUTH OF THE
 AJ0029'SOUTH RAIL, 40 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 59, 5
 AJ0029'FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF
 AJ0029'THE SOUTH HEADWALL OF A 4X4 FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1288 ***********************************************************************
 BZ1288  DESIGNATION -  DELMORE RANCH LOW SILO
 BZ1288  PID         -  BZ1288
 BZ1288  STATE/COUNTY-  TX/MCLENNAN
 BZ1288  USGS QUAD   -  VALLEY MILLS (1979)
 BZ1288
 BZ1288                         *CURRENT SURVEY CONTROL
 BZ1288  ___________________________________________________________________
 BZ1288* NAD 83(1993)-  31 37 48.16957(N)    097 23 35.26709(W)     ADJUSTED  
 BZ1288* NAVD 88     -                                                        
 BZ1288  ___________________________________________________________________
 BZ1288  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 BZ1288  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BZ1288
 BZ1288  HORZ ORDER  -  THIRD
 BZ1288
 BZ1288.The horizontal coordinates were established by classical geodetic methods
 BZ1288.and adjusted by the National Geodetic Survey in February 1996..
 BZ1288
 BZ1288
 BZ1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1288
 BZ1288.The geoid height was determined by GEOID03.
 BZ1288
 BZ1288;                    North         East     Units Scale Factor Converg.
 BZ1288;SPC TX C     - 3,221,342.008   978,890.109   MT  0.99994177   +1 30 51.8
 BZ1288;SPC TX C     -10,568,686.24  3,211,575.30   sFT  0.99994177   +1 30 51.8
 BZ1288;UTM  14      - 3,500,551.264   652,392.796   MT  0.99988643   +0 50 34.3
 BZ1288
 BZ1288                          SUPERSEDED SURVEY CONTROL
 BZ1288
 BZ1288  NAD 83(1986)-  31 37 48.17851(N)    097 23 35.24899(W) AD(       ) 4
 BZ1288  NAD 27      -  31 37 47.60000(N)    097 23 34.20000(W) AD(       ) 3
 BZ1288
 BZ1288.Superseded values are not recommended for survey control.
 BZ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1288.See file dsdata.txt to determine how the superseded data were derived.
 BZ1288
 BZ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA5239300551(NAD 83)
 BZ1288_MARKER: 64 = SILO
 BZ1288
 BZ1288  HISTORY     - Date     Condition        Report By
 BZ1288  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1288  HISTORY     - 1935     GOOD             CGS
 BZ1288  HISTORY     - 20010317 GOOD             USPSQD
 BZ1288
 BZ1288                          STATION DESCRIPTION
 BZ1288
 BZ1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1288'THERE ARE TWO LOW SILOS ON THE DELMORE RANCH, BUT THEY ARE
 BZ1288'LOCATED SO CLOSE TOGETHER THAT THEY APPEAR AS ONE FROM A DISTANCE.
 BZ1288'BOTH ARE STILL STANDING AND ARE UNCHANGED SINCE 1919.
 BZ1288
 BZ1288                          STATION RECOVERY (2001)
 BZ1288
 BZ1288'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ1288'ONLY ONE OF THE TWO WOODEN SILOS IS STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1287 ***********************************************************************
 BZ1287  DESIGNATION -  DELMORE RANCH TALL WHITE SILO
 BZ1287  PID         -  BZ1287
 BZ1287  STATE/COUNTY-  TX/MCLENNAN
 BZ1287  USGS QUAD   -  VALLEY MILLS (1979)
 BZ1287
 BZ1287                         *CURRENT SURVEY CONTROL
 BZ1287  ___________________________________________________________________
 BZ1287* NAD 83(1993)-  31 37 47.88390(N)    097 23 35.09612(W)     ADJUSTED  
 BZ1287* NAVD 88     -                                                        
 BZ1287  ___________________________________________________________________
 BZ1287  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 BZ1287  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BZ1287
 BZ1287  HORZ ORDER  -  THIRD
 BZ1287
 BZ1287.The horizontal coordinates were established by classical geodetic methods
 BZ1287.and adjusted by the National Geodetic Survey in February 1996..
 BZ1287
 BZ1287
 BZ1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1287
 BZ1287.The geoid height was determined by GEOID03.
 BZ1287
 BZ1287;                    North         East     Units Scale Factor Converg.
 BZ1287;SPC TX C     - 3,221,333.332   978,894.845   MT  0.99994176   +1 30 51.8
 BZ1287;SPC TX C     -10,568,657.77  3,211,590.84   sFT  0.99994176   +1 30 51.8
 BZ1287;UTM  14      - 3,500,542.533   652,397.430   MT  0.99988645   +0 50 34.4
 BZ1287
 BZ1287                          SUPERSEDED SURVEY CONTROL
 BZ1287
 BZ1287  NAD 83(1986)-  31 37 47.89284(N)    097 23 35.07801(W) AD(       ) 4
 BZ1287  NAD 27      -  31 37 47.31000(N)    097 23 34.03000(W) AD(       ) 3
 BZ1287
 BZ1287.Superseded values are not recommended for survey control.
 BZ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1287.See file dsdata.txt to determine how the superseded data were derived.
 BZ1287
 BZ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA5239700543(NAD 83)
 BZ1287_MARKER: 64 = SILO
 BZ1287
 BZ1287  HISTORY     - Date     Condition        Report By
 BZ1287  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1287  HISTORY     - 1935     GOOD             CGS
 BZ1287  HISTORY     - 1940     GOOD             TSI
 BZ1287  HISTORY     - 20010317 GOOD             USPSQD
 BZ1287
 BZ1287                          STATION DESCRIPTION
 BZ1287
 BZ1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1287'THERE ARE REALLY THREE SILOS ON THE DELMORE RANCH, ONE TALL
 BZ1287'WHITE ONE AND TWO DARK SMALL ONES OF EQUAL HEIGHT.  THESE
 BZ1287'SILOS ARE ALL RIGHT TOGETHER HOWEVER AND FROM A DISTANCE
 BZ1287'THE TWO SMALLER ONES APPEAR AS ONLY ONE WIDE SHORT SILO.
 BZ1287'ALL OF THESE SILOS ARE STILL STANDING UNCHANGED SINCE 1919.
 BZ1287
 BZ1287                          STATION RECOVERY (1940)
 BZ1287
 BZ1287'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 BZ1287'STATION IS TALL WHITE CONCRETE SILO ON DELMORE RANCH VISIBLE
 BZ1287'FROM HIGHWAY 67.  IT IS IN GOOD REPAIR.  LOW WOODEN SILOS
 BZ1287'NEARBY ARE ALSO STANDING.
 BZ1287
 BZ1287                          STATION RECOVERY (2001)
 BZ1287
 BZ1287'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ1287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5773 ***********************************************************************
 AW5773  DESIGNATION -  DELTA
 AW5773  PID         -  AW5773
 AW5773  STATE/COUNTY-  TX/GALVESTON
 AW5773  USGS QUAD   -  THE JETTIES (1994)
 AW5773
 AW5773                         *CURRENT SURVEY CONTROL
 AW5773  ___________________________________________________________________
 AW5773* NAD 83(1993)-  29 20 52.58591(N)    094 41 42.02417(W)     ADJUSTED  
 AW5773* NAVD 88     -                                                        
 AW5773  ___________________________________________________________________
 AW5773  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW5773  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW5773
 AW5773  HORZ ORDER  -  THIRD
 AW5773
 AW5773.The horizontal coordinates were established by classical geodetic methods
 AW5773.and adjusted by the National Geodetic Survey in February 1996..
 AW5773
 AW5773
 AW5773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5773
 AW5773.The geoid height was determined by GEOID03.
 AW5773
 AW5773;                    North         East     Units Scale Factor Converg.
 AW5773;SPC TXSC     - 4,175,550.986 1,017,909.796   MT  0.99986327   +2 06 32.7
 AW5773;SPC TXSC     -13,699,286.86  3,339,592.39   sFT  0.99986327   +2 06 32.7
 AW5773;UTM  15      - 3,247,728.591   335,449.817   MT  0.99993411   -0 49 51.3
 AW5773
 AW5773                          SUPERSEDED SURVEY CONTROL
 AW5773
 AW5773  NAD 83(1986)-  29 20 52.60141(N)    094 41 42.00477(W) AD(       ) 4
 AW5773  NAD 27      -  29 20 51.75147(N)    094 41 41.31193(W) AD(       ) 3
 AW5773
 AW5773.Superseded values are not recommended for survey control.
 AW5773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5773.See file dsdata.txt to determine how the superseded data were derived.
 AW5773
 AW5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3545047729(NAD 83)
 AW5773_MARKER: Z = SEE DESCRIPTION
 AW5773_SETTING: 0 = UNSPECIFIED SETTING
 AW5773
 AW5773  HISTORY     - Date     Condition        Report By
 AW5773  HISTORY     - 1933     MONUMENTED       USE
 AW5773  HISTORY     - 1939     GOOD             CGS
 AW5773  HISTORY     - 1947     GOOD             CGS
 AW5773  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5773
 AW5773                          STATION DESCRIPTION
 AW5773
 AW5773'DESCRIBED BY US ENGINEERS 1933 (EOH)
 AW5773'LOCATED ON THE GALVESTON NORTH JETTY, ABOUT 1.0 MILE W OF THE NORTH
 AW5773'JETTY LIGHT, AND ABOUT 1.0 MILE E OF THE NEW FISH HOUSE.
 AW5773'
 AW5773'STATION IS MARKED WITH A 6-INCH IRON PIPE SET IN CONCRETE IN THE
 AW5773'CENTER OF THE JETTY.  A STANDARD U.S.E. POLE SIGNAL WAS STANDING
 AW5773'OVER THE STATION IN 1934.
 AW5773'
 AW5773'FROM THIS STATION THE TRUE AZIMUTH TO THE SOUTH JETTY LIGHTHOUSE
 AW5773'IS 354 DEG AND THE TRUE AZIMUTH TO THE BUCCANEER HOTEL IS 55 DEG.
 AW5773
 AW5773                          STATION RECOVERY (1939)
 AW5773
 AW5773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW5773'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5773
 AW5773                          STATION RECOVERY (1947)
 AW5773
 AW5773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5773'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE
 AW5773'FOLLOWING EXCEPTIONS--
 AW5773'
 AW5773'THE FISH HOUSE IS NONEXISTENT.
 AW5773'
 AW5773'NO SIGNAL IS STANDING OVER THE STATION.
 AW5773
 AW5773                          STATION RECOVERY (1960)
 AW5773
 AW5773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5773'LOST.  THE STATION WAS SEARCHED FOR BY WALKING ALONG THE TOP OF THE
 AW5773'JETTY BUT THE PIPE WAS NOT FOUND.  THE PIPE IS PROBABLY STILL IN
 AW5773'PLACE BUT COULD BE RECOVERED BY MORE EXTENSIVE METHODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1235 ***********************************************************************
 AH1235  DESIGNATION -  DEMIT
 AH1235  PID         -  AH1235
 AH1235  STATE/COUNTY-  TX/NUECES
 AH1235  USGS QUAD   -  OSO CREEK NE (1975)
 AH1235
 AH1235                         *CURRENT SURVEY CONTROL
 AH1235  ___________________________________________________________________
 AH1235* NAD 83(1993)-  27 41 37.27733(N)    097 15 02.83402(W)     ADJUSTED  
 AH1235* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AH1235  ___________________________________________________________________
 AH1235  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AH1235  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AH1235
 AH1235  HORZ ORDER  -  THIRD
 AH1235
 AH1235.The horizontal coordinates were established by classical geodetic methods
 AH1235.and adjusted by the National Geodetic Survey in February 1996..
 AH1235
 AH1235.The orthometric height was scaled from a topographic map.
 AH1235
 AH1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1235
 AH1235.The geoid height was determined by GEOID03.
 AH1235
 AH1235;                    North         East     Units Scale Factor Converg.
 AH1235;SPC TX S     - 5,225,192.422   423,214.603   MT  0.99996762   +0 34 01.7
 AH1235;SPC TX S     -17,142,985.47  1,388,496.58   sFT  0.99996762   +0 34 01.7
 AH1235;UTM  14      - 3,064,495.293   672,486.220   MT  0.99996724   +0 48 47.3
 AH1235
 AH1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1235!SPC TX S     -   1.00000350  x   0.99996762  =   0.99997112
 AH1235!UTM  14      -   1.00000350  x   0.99996724  =   0.99997074
 AH1235
 AH1235|---------------------------------------------------------------------|
 AH1235| PID    Reference Object                     Distance      Geod. Az  |
 AH1235|                                                           dddmmss.s |
 AH1235| CV3108 DEMIT RM                             31.950 METERS 10311     |
 AH1235| AH1242 LAGUNA MADRE CHANNEL S STAKE        APPROX. 1.2 KM 2010428.9 |
 AH1235| AH1244 LAGUNA MADRE CHANNEL N STAKE        APPROX. 2.6 KM 2054728.9 |
 AH1235| AH1258 LAGUNA MADRE CHAN STAKE CROSS       APPROX. 4.2 KM 2055658.8 |
 AH1235| CV3109 DEMIT RM 2                           17.368 METERS 23113     |
 AH1235| CV3107 DEMIT AZ MK                                        2540526.1 |
 AH1235| CV3110 DEMIT RM 3                           15.469 METERS 32419     |
 AH1235|---------------------------------------------------------------------|
 AH1235
 AH1235                          SUPERSEDED SURVEY CONTROL
 AH1235
 AH1235  NAD 83(1986)-  27 41 37.28513(N)    097 15 02.80998(W) AD(       ) 3
 AH1235  NAD 27      -  27 41 36.16600(N)    097 15 01.84800(W) AD(       ) 3
 AH1235
 AH1235.Superseded values are not recommended for survey control.
 AH1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1235.See file dsdata.txt to determine how the superseded data were derived.
 AH1235
 AH1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7248664495(NAD 83)
 AH1235_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1235_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1235
 AH1235  HISTORY     - Date     Condition        Report By
 AH1235  HISTORY     - 1912     MONUMENTED       CGS
 AH1235  HISTORY     - 1934     GOOD             CGS
 AH1235  HISTORY     - 1949     GOOD             CGS
 AH1235  HISTORY     - 1955     GOOD             CGS
 AH1235  HISTORY     - 1977     GOOD             NGS
 AH1235  HISTORY     - 1978     GOOD             LOCENG
 AH1235  HISTORY     - 1988     GOOD             NOS
 AH1235  HISTORY     - 1989     GOOD             USPSQD
 AH1235
 AH1235                          STATION DESCRIPTION
 AH1235
 AH1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1235'ON DEMIT ISLAND, JUST ABREAST OF FLOUR BLUFF POINT, ABOUT 1/4
 AH1235'MILE E OF THE WELBURN HOUSE, ON THE HIGHEST MOUND IN THE
 AH1235'VICINITY, 156 PACES FROM THE W SHORE, 215 PACES FROM THE
 AH1235'N, AND 218 PACES FROM THE S SHORE.
 AH1235'
 AH1235'STATION IS MARKED ACCORDINGLY.  THE REFERENCE
 AH1235'MARK IS 11 METERS FROM A SMALL INLET, ON GROUND COVERED WITH
 AH1235'GRASS AND PRICKLY PEAR, 31.95 METERS FROM THE STATION
 AH1235'S 76 DEG 49 MIN E.
 AH1235'
 AH1235'THE FOLLOWING BEARINGS ARE GIVEN--E GABLE, WELBURNS HOUSE,
 AH1235'S 96 DEG 51 MIN W.  MOST N WINDMILL, FLOUR BLUFF,
 AH1235'N 78 DEG 40 MIN W.
 AH1235'
 AH1235'THE STATION IS MARKED BY A SURFACE AND A SUB-SURFACE
 AH1235'MARK.  THE SUBSURFACE MARK IS A STANDARD DISK STATION MARK
 AH1235'SET IN A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER AND 2 FEET
 AH1235'DEEP.  THE TOP OF THIS MARK IS ABOUT 2-1/2 FEET BELOW THE
 AH1235'GENERAL SURFACE OF THE GROUND.  THE SURFACE MARK IS A STANDARD
 AH1235'DISK STATION MARK SET IN A CYLINDER OF CONCRETE 20 INCHES IN
 AH1235'DIAMETER AND 2 FEET DEEP, FLUSH WITH THE GENERAL SURFACE OF THE
 AH1235'GROUND.  A STANDARD DISK REFERENCE MARK IS SET IN A CYLINDER
 AH1235'OF CONCRETE 8 INCHES IN DIAMETER AND 2 FEET DEEP, SO THAT THE
 AH1235'TOP IS LEVEL WITH THE GENERAL SURFACE OF THE GROUND.
 AH1235
 AH1235                          STATION RECOVERY (1934)
 AH1235
 AH1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AH1235'STATION FOUND IN GOOD CONDITION.  THE SHORELINE OF THE ISLAND HAS
 AH1235'CHANGED CONSIDERABLY.  IT WAS FOUND NECESSARY TO RELOCATE THE
 AH1235'STATION IN RELATION TO THE EXISTING CONDITIONS AS SHOWN ON THE
 AH1235'DIAGRAM BELOW.
 AH1235'
 AH1235'THE REFERENCE MONUMENT WAS RECOVERED IN GOOD CONDITION.
 AH1235
 AH1235                          STATION RECOVERY (1949)
 AH1235
 AH1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1235'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS--
 AH1235'
 AH1235'STATION IS LOCATED AT THE NE CORNER OF THE NAVAL AIR STATION,
 AH1235'ON WHAT WAS DEMIT ISLAND.  THE AREA HAS BEEN FILLED IN AND THE
 AH1235'ISLAND IS NO LONGER SEPARATED FROM THE MAINLAND.
 AH1235'
 AH1235'STATION MARK IS ABOUT 10 FEET BELOW THE GROUND AND HAS A TILE
 AH1235'PIPE WITH WOOD CURBING AROUND IT TO KEEP THE STATION FROM
 AH1235'BEING COVERED.  THE BOTTOM OF THE HOLE IS COVERED BY ABOUT
 AH1235'3 FEET OF WATER AND THE DISK COULD NOT BE SEEN.
 AH1235'
 AH1235'THE REFERENCE MARK WAS NOT FOUND AND HAS PROBABLY BEEN COVERED
 AH1235'A NEW REFERENCE MARK HAS BEEN SET BY U.S.E. AND IS SE OF THE
 AH1235'STATION AND 100.0 FEET AWAY.  IT IS A STANDARD U.S.E.
 AH1235'REFERENCE-MARK DISK SET IN CONCRETE AND PROJECTS 2 INCHES.
 AH1235'IT IS STAMPED 100.
 AH1235
 AH1235                          STATION RECOVERY (1955)
 AH1235
 AH1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 AH1235'THIS STATION WAS RECOVERED WITH THE AID OF A CLAM-SHELL DREDGE
 AH1235'UNDER ABOUT 12 FT. OF SAND FILL.  THE AREA WAS THEN REFILLED,
 AH1235'AND SURFACE AND SUBSURFACE MARKS WERE SET EXACTLY OVER THE
 AH1235'ORIGINAL MARKS WHICH WERE LEFT IN PLACE.  A REVISED DESCRIPTION
 AH1235'IS AS FOLLOWS--
 AH1235'
 AH1235'STATION IS LOCATED ABOUT 12 MI. SE OF CORPUS CHRISTI, IN THE
 AH1235'E PART OF THE CORPUS CHRISTI NAVAL AIR STATION, AND ABOUT
 AH1235'1 MI. E OF THE ADMINISTRATION BUILDING.  IT IS ABOUT 0.2 MI.
 AH1235'E OF THE LOCKED GATE AT THE ENTRANCE TO THE POST MAGAZINE,
 AH1235'AND ABOUT 150 YD. N OF THE MAGAZINE GUARDHOUSE.  THE STATION
 AH1235'IS ABOUT 66 FT. E OF A PAVED ROAD LEADING N FROM THE GUARDHOUSE,
 AH1235'APPROXIMATELY MIDWAY BETWEEN AMMO. BUNKERS NO. A 68 1YC-7 AND
 AH1235'NO.  A 67 1YC-GB, AND ABOUT 150 FT. W OF THE SW POLE OF BUNKER
 AH1235'NO.  1-N-4.  STATION MARKS ARE SET ACCORDINGLY.
 AH1235'
 AH1235'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEMIT 1912 1955
 AH1235'NO 2 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT 2 IN.
 AH1235'IT IS IN RANGE WITH THE W SIDE OF THE BUNKERS, 30
 AH1235'FT. E OF THE CENTERLINE OF THE PAVED ROAD, AND 96 FT. N OF THE
 AH1235'CENTER OF THE DOOR TO BUNKER NO. A 67 1YC-GB.
 AH1235'
 AH1235'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DEMIT 1912
 AH1235'1955 NO 3 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT
 AH1235'2 IN. IT IS IN RANGE WITH THE W SIDE OF THE BUNKERS,
 AH1235'35 FT. S OF THE CONCRETE PLATFORM OF BUNKER NO. A 68 1YC-7, AND
 AH1235'15 FT. S OF THE BASE OF THE BUNKER.
 AH1235'
 AH1235'AZIMUTH MARK IS A STANDARD DISK, STAMPED DEMIT 1912 1955
 AH1235'AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT 2 IN.
 AH1235'2 FT. E OF A YELLOW 4- BY 4 POST, ABOUT 16 YD. E OF THE
 AH1235'E STREET OF THE BASE, ACROSS THE STREET E FROM THE C.O. MESS
 AH1235'HALL, AND ABOUT 100 YD. NE OF THE POWER PLANT.  IT IS ABOUT
 AH1235'35 YD. N OF A SHELL ROAD LEADING E FROM THE STREET TO THE BAY
 AH1235'SHORE, AND 0.2 MI. S OF THE MAIN STREET THROUGH THE BASE AND TO
 AH1235'THE MAGAZINE AREA.
 AH1235'
 AH1235'TO REACH THE STATION FROM CORPUS CHRISTI, FOLLOW THE MAIN
 AH1235'SHORE DRIVE S AND E FOR ABOUT 10 MI. TO THE NAVAL AIR STATION
 AH1235'GATE.  THEN FOLLOW THE MAIN ROAD THROUGH THE BASE E FOR ABOUT
 AH1235'1 MI. TO THE ADMINISTRATION BUILDING ON THE RIGHT.  (NOTE--THE
 AH1235'STATION IS IN A HIGHLY RESTRICTED AREA, AND PERMISSION TO ENTER
 AH1235'MUST BE OBTAINED AT HEADQUARTERS.) CONTINUE E FOR 0.6 MI. TO
 AH1235'THE LAST STREET TO THE RIGHT WHICH IS OPPOSITE THE C.O. CLUB.
 AH1235'THE AZIMUTH MARK IS 0.2 MI. S ON THIS ROAD.  CONTINUE E FOR
 AH1235'0.2 MI.  TO THE LOCKED GATE.  FROM THE GATE CONTINUE E FOR
 AH1235'ABOUT 0.1 MI. TO THE GUARDHOUSE ON THE LEFT.  THEN TURN
 AH1235'LEFT AND GO ABOUT 150 YD. N TO THE STATION ON THE RIGHT
 AH1235'AS DESCRIBED.
 AH1235
 AH1235                          STATION RECOVERY (1977)
 AH1235
 AH1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1235'STATION, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARKS WERE RECOVERED
 AH1235'AS DESCRIBED IN THE 1955 DESCRIPTION.  THE AREA IS STILL
 AH1235'RESTRICTED.
 AH1235'
 AH1235'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES ESE OF
 AH1235'CORPUS CHRISTI, ON U.S. NAVAL BASE ON DEMIT ISLAND.
 AH1235
 AH1235                          STATION RECOVERY (1978)
 AH1235
 AH1235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (AG)
 AH1235'DEMIT 1912, 1955 RECOVERED EXCELLENT.
 AH1235'
 AH1235'RM-2 CAP MISSING DUE TO MOWING.
 AH1235'
 AH1235'RM-3 RECOVERED EXCELLENT.
 AH1235'
 AH1235'DISTANCE AND DIRECTION FROM NEAREST TOWN--CORPUS CHRISTI, 10 MILES
 AH1235'NE.
 AH1235
 AH1235                          STATION RECOVERY (1988)
 AH1235
 AH1235'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1235'THE STATION WAS RECOVERED AT THIS DATE.
 AH1235'THE STATION WAS USED TO POSITION STATION NAS CORPUS, A THIRD ORDER
 AH1235'HYDROGRAPHIC STATION WITHIN THE BASE PROPER.
 AH1235'
 AH1235'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH1235'RECOVERED BY GLM.
 AH1235
 AH1235                          STATION RECOVERY (1989)
 AH1235
 AH1235'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEH)
 AH1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1023 ***********************************************************************
 CA1023  DESIGNATION -  DEMOCRAT
 CA1023  PID         -  CA1023
 CA1023  STATE/COUNTY-  TX/MILLS
 CA1023  USGS QUAD   -  PRIDDY (1979)
 CA1023
 CA1023                         *CURRENT SURVEY CONTROL
 CA1023  ___________________________________________________________________
 CA1023* NAD 83(1993)-  31 41 06.42381(N)    098 36 11.32427(W)     ADJUSTED  
 CA1023* NAVD 88     -       543.2    (meters)    1782.     (feet)  VERTCON   
 CA1023  ___________________________________________________________________
 CA1023  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 CA1023  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CA1023
 CA1023  HORZ ORDER  -  FIRST
 CA1023
 CA1023.The horizontal coordinates were established by classical geodetic methods
 CA1023.and adjusted by the National Geodetic Survey in February 1996..
 CA1023
 CA1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1023
 CA1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1023
 CA1023.The geoid height was determined by GEOID03.
 CA1023
 CA1023;                    North         East     Units Scale Factor Converg.
 CA1023;SPC TX C     - 3,225,037.757   864,032.774   MT  0.99995276   +0 53 28.1
 CA1023;SPC TX C     -10,580,811.37  2,834,747.53   sFT  0.99995276   +0 53 28.1
 CA1023;UTM  14      - 3,505,602.655   537,612.692   MT  0.99961745   +0 12 30.4
 CA1023
 CA1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1023!SPC TX C     -   0.99991879  x   0.99995276  =   0.99987156
 CA1023!UTM  14      -   0.99991879  x   0.99961745  =   0.99953628
 CA1023
 CA1023|---------------------------------------------------------------------|
 CA1023| PID    Reference Object                     Distance      Geod. Az  |
 CA1023|                                                           dddmmss.s |
 CA1023| CV3819 DEMOCRAT RM 1                        11.030 METERS 11703     |
 CA1023| CV3820 DEMOCRAT RM 2                        11.170 METERS 28043     |
 CA1023| CV3818 DEMOCRAT AZ MK                                     2912137.5 |
 CA1023|---------------------------------------------------------------------|
 CA1023
 CA1023                          SUPERSEDED SURVEY CONTROL
 CA1023
 CA1023  NAD 83(1986)-  31 41 06.43431(N)    098 36 11.30684(W) AD(       ) 1
 CA1023  NAD 27      -  31 41 05.88472(N)    098 36 10.14995(W) AD(       ) 1
 CA1023  NGVD 29 (07/19/86)  543.1    (m)         1782.     (f) VERT ANG       
 CA1023
 CA1023.Superseded values are not recommended for survey control.
 CA1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1023.See file dsdata.txt to determine how the superseded data were derived.
 CA1023
 CA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA3761305603(NAD 83)
 CA1023_MARKER: DS = TRIANGULATION STATION DISK
 CA1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1023_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1023
 CA1023  HISTORY     - Date     Condition        Report By
 CA1023  HISTORY     - 1975     MONUMENTED       NGS
 CA1023
 CA1023                          STATION DESCRIPTION
 CA1023
 CA1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA1023'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH ON LINE.
 CA1023'
 CA1023'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF COMANCHE, 11-1/2
 CA1023'MILES EAST OF ZEPHYR, 5-1/2 MILES WEST-NORTHWEST OF PRIDDY AND ON
 CA1023'ROAD RIGHT-OF-WAY.
 CA1023'
 CA1023'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND
 CA1023'FARM ROAD 218 AT THE SOUTH EDGE OF PRIDDY, GO WEST ON FARM ROAD 218
 CA1023'FOR 5.75 MILES TO THE TOP OF HILL, MR. F.V. BEATY HOUSE ON THE
 CA1023'RIGHT AND THE STATION ON THE LEFT.  CONTINUE WEST ON FARM ROAD 218
 CA1023'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CA1023'
 CA1023'STATION MARKS ARE STANDARD DISKS STAMPED DEMOCRAT 1975.  THE
 CA1023'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CA1023'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 33 FEET
 CA1023'SOUTH OF THE CENTERLINE OF FARM ROAD 218 AND 6 FEET NORTH OF A
 CA1023'FENCELINE AND A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 CA1023'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 CA1023'GROUND SURFACE.
 CA1023'
 CA1023'REFERENCE MARK 1, A STANDARD DISK STAMPED DEMOCRAT NO 1 1975, IS
 CA1023'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CA1023'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 37 FEET SOUTH OF
 CA1023'THE CENTERLINE OF FARM ROAD 218, 2 FEET NORTHWEST OF A WEST GATE
 CA1023'POST AND 1 FOOT NORTH OF A FENCELINE.
 CA1023'
 CA1023'REFERENCE MARK 2, A STANDARD DISK STAMPED DEMOCRAT NO 2 1975,
 CA1023'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CA1023'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 39 FEET SOUTH OF
 CA1023'THE CENTERLINE OF FARM ROAD 218 AND 1 FOOT NORTH OF THE FENCELINE.
 CA1023'
 CA1023'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED DEMOCRAT AZ
 CA1023'1975, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 CA1023'FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET NORTH OF THE
 CA1023'CENTERLINE OF FARM ROAD 218, 3 FEET SOUTH OF A FENCELINE AND METAL
 CA1023'WITNESS POST.
 CA1023'
 CA1023'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5738 ***********************************************************************
 AW5738  DESIGNATION -  DEN 1923
 AW5738  PID         -  AW5738
 AW5738  STATE/COUNTY-  TX/JEFFERSON
 AW5738  USGS QUAD   -  SOUTH OF STAR LAKE (1994)
 AW5738
 AW5738                         *CURRENT SURVEY CONTROL
 AW5738  ___________________________________________________________________
 AW5738* NAD 83(1993)-  29 36 28.43839(N)    094 13 58.31996(W)     ADJUSTED  
 AW5738* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW5738  ___________________________________________________________________
 AW5738  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AW5738  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW5738
 AW5738  HORZ ORDER  -  THIRD
 AW5738
 AW5738.The horizontal coordinates were established by classical geodetic methods
 AW5738.and adjusted by the National Geodetic Survey in February 1996..
 AW5738
 AW5738.The orthometric height was scaled from a topographic map.
 AW5738
 AW5738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5738
 AW5738.The geoid height was determined by GEOID03.
 AW5738
 AW5738;                    North         East     Units Scale Factor Converg.
 AW5738;SPC TXSC     - 4,206,078.039 1,061,574.612   MT  0.99987455   +2 20 07.7
 AW5738;SPC TXSC     -13,799,441.03  3,482,849.37   sFT  0.99987455   +2 20 07.7
 AW5738;UTM  15      - 3,275,973.347   380,623.455   MT  0.99977583   -0 36 33.1
 AW5738
 AW5738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5738!SPC TXSC     -   1.00000391  x   0.99987455  =   0.99987846
 AW5738!UTM  15      -   1.00000391  x   0.99977583  =   0.99977973
 AW5738
 AW5738:                Primary Azimuth Mark                     Grid Az
 AW5738:SPC TXSC     -  BEACH 1923                               243 38 07.4
 AW5738:UTM  15      -  BEACH 1923                               246 34 48.2
 AW5738
 AW5738|---------------------------------------------------------------------|
 AW5738| PID    Reference Object                     Distance      Geod. Az  |
 AW5738|                                                           dddmmss.s |
 AW5738| AW5752 BEACH 1923                          APPROX. 7.3 KM 2455815.1 |
 AW5738|---------------------------------------------------------------------|
 AW5738
 AW5738                          SUPERSEDED SURVEY CONTROL
 AW5738
 AW5738  NAD 83(1993)-  29 36 28.43830(N)    094 13 58.31945(W) AD(       ) 3
 AW5738  NAD 83(1986)-  29 36 28.46206(N)    094 13 58.30594(W) AD(       ) 3
 AW5738  NAD 27      -  29 36 27.73300(N)    094 13 57.64400(W) AD(       ) 3
 AW5738
 AW5738.Superseded values are not recommended for survey control.
 AW5738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5738.See file dsdata.txt to determine how the superseded data were derived.
 AW5738
 AW5738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN8062375973(NAD 83)
 AW5738_MARKER: DS = TRIANGULATION STATION DISK
 AW5738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW5738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5738+STABILITY: SURFACE MOTION
 AW5738
 AW5738  HISTORY     - Date     Condition        Report By
 AW5738  HISTORY     - 1923     MONUMENTED       CGS
 AW5738  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5738  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW5738
 AW5738                          STATION DESCRIPTION
 AW5738
 AW5738'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (GCJ)
 AW5738'STATION IS ABOUT 10.2 MILES E OF HIGH ISLAND, ON THE HARD GROUND
 AW5738'NEAR THE BEACH, 134 METERS FROM HIGH-WATER LINE, 115 METERS TO GRASS
 AW5738'LINE AND 10.7 MILES W OF MAC FADDEN BEACH ROADHOUSE.
 AW5738'
 AW5738'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 AW5738'THE TOPS OF CONCRETE CYLINDERS.
 AW5738'
 AW5738'REFERNECE MARK NO. 2 IS APPROXIMATELY ON RANGE WITH FOURTH
 AW5738'DERRICK FROM RIGHT ON BIG HILL.
 AW5738'
 AW5738'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 AW5738
 AW5738                          STATION RECOVERY (1960)
 AW5738
 AW5738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5738'LOST.  AN INVERSE WAS MADE BETWEEN THIS STATION AND STATION
 AW5738'ROAD 1934.  THE ANGLE AND DISTANCE WERE MEASURED.  THESE PLACE
 AW5738'THE MARK UNDER THE ROAD.  IT IS BELIEVED THAT ALL MARKS HAVE
 AW5738'BEEN DESTROYED.
 AW5738
 AW5738                          STATION RECOVERY (2002)
 AW5738
 AW5738'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW5738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0445 ***********************************************************************
 DN0445  DESIGNATION -  DENISON
 DN0445  PID         -  DN0445
 DN0445  STATE/COUNTY-  TX/GRAYSON
 DN0445  USGS QUAD   -  SHERMAN (1974)
 DN0445
 DN0445                         *CURRENT SURVEY CONTROL
 DN0445  ___________________________________________________________________
 DN0445* NAD 83(1993)-  33 44 51.44925(N)    096 31 11.96317(W)     ADJUSTED  
 DN0445* NAVD 88     -       226.641  (meters)     743.57   (feet)  ADJUSTED  
 DN0445  ___________________________________________________________________
 DN0445  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DN0445  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DN0445  DYNAMIC HT  -         226.398 (meters)     742.77  (feet)  COMP
 DN0445  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 DN0445
 DN0445  HORZ ORDER  -  SECOND
 DN0445  VERT ORDER  -  FIRST     CLASS II
 DN0445
 DN0445.The horizontal coordinates were established by classical geodetic methods
 DN0445.and adjusted by the National Geodetic Survey in February 1996..
 DN0445
 DN0445.The orthometric height was determined by differential leveling
 DN0445.and adjusted by the National Geodetic Survey in June 1991..
 DN0445
 DN0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0445
 DN0445.The geoid height was determined by GEOID03.
 DN0445
 DN0445.The dynamic height is computed by dividing the NAVD 88
 DN0445.geopotential number by the normal gravity value computed on the
 DN0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0445.degrees latitude (g = 980.6199 gals.).
 DN0445
 DN0445.The modeled gravity was interpolated from observed gravity values.
 DN0445
 DN0445;                    North         East     Units Scale Factor Converg.
 DN0445;SPC TXNC     - 2,232,492.908   783,441.289   MT  0.99994625   +1 04 47.6
 DN0445;SPC TXNC     - 7,324,437.15  2,570,340.30   sFT  0.99994625   +1 04 47.6
 DN0445;UTM  14      - 3,736,936.727   729,726.322   MT  1.00025064   +1 22 42.0
 DN0445
 DN0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0445!SPC TXNC     -   0.99996855  x   0.99994625  =   0.99991480
 DN0445!UTM  14      -   0.99996855  x   1.00025064  =   1.00021918
 DN0445
 DN0445|---------------------------------------------------------------------|
 DN0445| PID    Reference Object                     Distance      Geod. Az  |
 DN0445|                                                           dddmmss.s |
 DN0445| CX9433 DENISON RM 1                         12.848 METERS 03643     |
 DN0445| CX9434 DENISON RM 2                         25.076 METERS 18506     |
 DN0445| CX9432 DENISON AZ MK                                      2860005.9 |
 DN0445|---------------------------------------------------------------------|
 DN0445
 DN0445                          SUPERSEDED SURVEY CONTROL
 DN0445
 DN0445  NAD 83(1993)-  33 44 51.45015(N)    096 31 11.96235(W) AD(       ) 2
 DN0445  NAD 83(1986)-  33 44 51.45512(N)    096 31 11.95544(W) AD(       ) 2
 DN0445  NAD 27      -  33 44 51.08100(N)    096 31 10.98910(W) AD(       ) 2
 DN0445  NGVD 29 (??/??/92)  226.614  (m)          743.48   (f) ADJ UNCH    1 2
 DN0445
 DN0445.Superseded values are not recommended for survey control.
 DN0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0445.See file dsdata.txt to determine how the superseded data were derived.
 DN0445
 DN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2972636937(NAD 83)
 DN0445_MARKER: DB = BENCH MARK DISK
 DN0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0445_SP_SET: FOUNDATION
 DN0445_STAMPING: ELEV. 743.483 FT. DENISON 1932
 DN0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0445
 DN0445  HISTORY     - Date     Condition        Report By
 DN0445  HISTORY     - 1932     MONUMENTED       CGS
 DN0445  HISTORY     - 1934     GOOD             NGS
 DN0445  HISTORY     - 1955     GOOD             CGS
 DN0445  HISTORY     - 1957     GOOD             CGS
 DN0445  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0445
 DN0445                          STATION DESCRIPTION
 DN0445
 DN0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DN0445'IN DENISON.
 DN0445'AT DENISON, GRAYSON COUNTY, 1.3 MILES NORTHWEST OF THE BUSINESS
 DN0445'DISTRICT, AT THE KRAFT CHEESE FACTORY WATER TOWER, IN THE WEST SIDE OF
 DN0445'THE SOUTHWEST STONE FOUNDATION, IN THE SECOND TIER ABOVE THE GROUND,
 DN0445'AND 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV. 743.483
 DN0445'FT. DENISON 1932 AND SET VERTICALLY.
 DN0445
 DN0445                          STATION RECOVERY (1934)
 DN0445
 DN0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DN0445'RECOVERED IN GOOD CONDITION.
 DN0445
 DN0445                          STATION RECOVERY (1955)
 DN0445
 DN0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN0445'THE STATION IS LOCATED ON A PROMINENT WOODED HILL AT THE EAST
 DN0445'EDGE OF DENISON, ON PROPERTY OF MR. C.E. STANFORD.
 DN0445'
 DN0445'TO REACH FROM THE U.S. POST OFFICE IN DENISON, GO EAST ON WOODARD
 DN0445'STREET FOR 0.15 MILE TO ITS JUNCTION WITH U.S. HIGHWAY 69.
 DN0445'TURN RIGHT AND GO SOUTH AND SOUTHEAST ON U.S. HIGHWAY 69 FOR
 DN0445'0.6 MILE TO SHEPHERD STREET.  TURN LEFT AND GO EAST ON
 DN0445'SHEPHERD STREET FOR 0.4 MILE TO A SIDE ROAD RIGHT AND THE AZIMUTH
 DN0445'MARK ON THE RIGHT.  CONTINUE EAST ON SHEPHERD STREET FOR 0.3
 DN0445'MILE TO THE TOP OF A STEEP GRADE AND A DRIVEWAY ON THE RIGHT.
 DN0445'TURN RIGHT ON DRIVEWAY AND GO SOUTH 0.05 MILE TO MR. STANFORDS
 DN0445'HOUSE.  FROM HERE PACK SOUTH ALONG TOP OF HILL THROUGH TREES
 DN0445'FOR 50 YARDS TO THE STATION.
 DN0445'
 DN0445'THE STATION MARK IS A STANDARD DISK STAMPED DENISON 1955,
 DN0445'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT
 DN0445'IS 26.8 FEET NORTH OF A STANDARD WITNESS POST, 69 FEET SOUTH
 DN0445'OF A FENCE LINE, AND 27 FEET SOUTHWEST OF A TRIANGULAR BLAZED
 DN0445'OAK TREE.
 DN0445'
 DN0445'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DENISON NO 1
 DN0445'1955, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 DN0445'GROUND.  IT IS 30 FEET SOUTH OF A FENCE LINE, 2 FEET SOUTHEAST
 DN0445'OF A SMALL CAIRN, AND ABOUT 2 FEET LOWER THAN THE STATION.
 DN0445'
 DN0445'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DENISON
 DN0445'NO 2 1955, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 DN0445'GROUND.  IT IS 18 INCHES NORTHEAST OF A SMALL CAIRN AND ABOUT
 DN0445'3 FEET LOWER THAN THE STATION.
 DN0445'
 DN0445'THE AZIMUTH MARK IS LOCATED IN THE NORTHWEST CORNER OF A FIELD.
 DN0445'THE MARK IS A STANDARD DISK STAMPED DENISON 1955, SET IN THE
 DN0445'TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 DN0445'IT IS 18 INCHES SOUTHEAST OF A FENCE CORNER POST, 36 FEET SOUTH
 DN0445'OF THE CENTER LINE OF SHEPHERD STREET, AND 18 FEET EAST OF THE
 DN0445'CENTER LINE OF A DIRT SIDE ROAD.
 DN0445
 DN0445                          STATION RECOVERY (1957)
 DN0445
 DN0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN0445'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 DN0445'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DN0445'STATION SITE ARE CORRECT.
 DN0445
 DN0445                          STATION RECOVERY (1986)
 DN0445
 DN0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0989 ***********************************************************************
 EM0989  DESIGNATION -  DENISON
 EM0989  PID         -  EM0989
 EM0989  STATE/COUNTY-  TX/HARDEMAN
 EM0989  USGS QUAD   -  MAYBELL CANYON (1990)
 EM0989
 EM0989                         *CURRENT SURVEY CONTROL
 EM0989  ___________________________________________________________________
 EM0989* NAD 83(1993)-  34 13 11.06411(N)    099 46 42.30288(W)     ADJUSTED  
 EM0989* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 EM0989  ___________________________________________________________________
 EM0989  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 EM0989  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 EM0989
 EM0989  HORZ ORDER  -  THIRD
 EM0989
 EM0989.The horizontal coordinates were established by classical geodetic methods
 EM0989.and adjusted by the National Geodetic Survey in February 1996..
 EM0989
 EM0989.The orthometric height was scaled from a topographic map.
 EM0989
 EM0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0989
 EM0989.The geoid height was determined by GEOID03.
 EM0989
 EM0989;                    North         East     Units Scale Factor Converg.
 EM0989;SPC TXNC     - 2,283,849.377   482,192.096   MT  1.00008042   -0 41 50.1
 EM0989;SPC TXNC     - 7,492,929.16  1,581,991.90   sFT  1.00008042   -0 41 50.1
 EM0989;UTM  14      - 3,786,794.669   428,299.646   MT  0.99966337   -0 26 16.0
 EM0989
 EM0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0989!SPC TXNC     -   0.99992878  x   1.00008042  =   1.00000919
 EM0989!UTM  14      -   0.99992878  x   0.99966337  =   0.99959217
 EM0989
 EM0989:                Primary Azimuth Mark                     Grid Az
 EM0989:SPC TXNC     -  QUANAH TV SYSTEM MAST                    028 27 42.7
 EM0989:UTM  14      -  QUANAH TV SYSTEM MAST                    028 12 08.6
 EM0989
 EM0989|---------------------------------------------------------------------|
 EM0989| PID    Reference Object                     Distance      Geod. Az  |
 EM0989|                                                           dddmmss.s |
 EM0989| EM0979 QUANAH TV SYSTEM MAST               APPROX. 9.5 KM 0274552.6 |
 EM0989| EM0977 QUANAH W TEXAS UTIL NW TANK         APPROX. 9.4 KM 0674458.9 |
 EM0989| CX7081 DENISON RM 1                          9.230 METERS 16453     |
 EM0989| CX7080 DENISON AZ MK                                      2704625.7 |
 EM0989| CX7082 DENISON RM 2                         17.485 METERS 27427     |
 EM0989|---------------------------------------------------------------------|
 EM0989
 EM0989                          SUPERSEDED SURVEY CONTROL
 EM0989
 EM0989  NAD 83(1993)-  34 13 11.06453(N)    099 46 42.30289(W) AD(       ) 3
 EM0989  NAD 83(1986)-  34 13 11.07042(N)    099 46 42.29445(W) AD(       ) 3
 EM0989  NAD 27      -  34 13 10.79724(N)    099 46 40.95181(W) AD(       ) 3
 EM0989
 EM0989.Superseded values are not recommended for survey control.
 EM0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0989.See file dsdata.txt to determine how the superseded data were derived.
 EM0989
 EM0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2830086795(NAD 83)
 EM0989_MARKER: DS = TRIANGULATION STATION DISK
 EM0989_SETTING: 66 = SET IN ROCK OUTCROP
 EM0989
 EM0989  HISTORY     - Date     Condition        Report By
 EM0989  HISTORY     - 1969     MONUMENTED       CGS
 EM0989
 EM0989                          STATION DESCRIPTION
 EM0989
 EM0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0989'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF QUANAH, 17
 EM0989'MILES NORTH-NORTHWEST OF CROWELL, 3-1/2 MILES NORTH-NORTHEAST OF THE
 EM0989'PEASE RIVER AND ON PROPERTY OWNED BY MR. KEY DENISON OF 810 EDDY,
 EM0989'QUANAH.
 EM0989'
 EM0989'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 EM0989'HIGHWAY 283 IN QUANAH, GO SOUTH ON STATE HIGHWAY 283 FOR 0.35 MILE
 EM0989'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON FARM ROAD 104 FOR
 EM0989'0.7 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON FARM ROAD 2568
 EM0989'FOR 0.5 MILE TO A AIRPORT ON THE RIGHT.  CONTINUE SOUTH ON FARM ROAD
 EM0989'2568 FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON A
 EM0989'DIRT ROAD FOR 0.95 MILE TO A POINT WHERE THE ROAD TURNS LEFT.  TURN
 EM0989'LEFT AND GO SOUTH ON A DIRT ROAD FOR 1.1 MILES TO A SIDE ROAD RIGHT.
 EM0989'CONTINUE SOUTH ON THE DIRT ROAD FOR 1.0 MILE TO A CROSSROAD.
 EM0989'CONTINUE SOUTH FOR 1.5 MILES TO A GATE ON THE RIGHT.  TURN RIGHT,
 EM0989'PASSING THROUGH THE GATE AND GO WEST ON A TRACK ROAD FOR 0.25 MILE TO
 EM0989'THE STATION ON THE RIGHT.
 EM0989'
 EM0989'THE STATION MARK IS A STANDARD DISK STAMPED DENISON 1967, CEMENTED IN
 EM0989'A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS 16
 EM0989'FEET NORTH OF THE CENTER OF THE TRACK ROAD, 5 FEET SOUTH OF A WIRE
 EM0989'FENCE AND 6 FEET WEST OF A METAL WITNESS POST.
 EM0989'
 EM0989'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DENISON NO 1 1967,
 EM0989'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 EM0989'GROUND.  IT IS 13 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 EM0989'
 EM0989'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DENISON NO 2 1967,
 EM0989'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 EM0989'GROUND.  IT IS 19 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 2
 EM0989'FEET SOUTH OF AN EAST-WEST WIRE FENCE.
 EM0989'
 EM0989'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DENISON 1967, SET IN THE
 EM0989'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 EM0989'INCHES.  IT IS 12 FEET NORTH OF AN EAST-WEST WIRE FENCE, 1.7 FEET
 EM0989'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 EM0989'NORTH-SOUTH WIRE FENCE.  IT IS ALSO NEAR THE CENTER OF THE
 EM0989'EAST-WEST TRACK ROAD WHICH DEAD ENDS HERE.
 EM0989'
 EM0989'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE TRACK ROAD
 EM0989'FOR 0.3 MILE TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1201 ***********************************************************************
 DN1201  DESIGNATION -  DENISON BETTER TV INC MAST
 DN1201  PID         -  DN1201
 DN1201  STATE/COUNTY-  TX/GRAYSON
 DN1201  USGS QUAD   -  DENISON DAM (1973)
 DN1201
 DN1201                         *CURRENT SURVEY CONTROL
 DN1201  ___________________________________________________________________
 DN1201* NAD 83(1993)-  33 45 10.59771(N)    096 33 54.32645(W)     ADJUSTED  
 DN1201* NAVD 88     -                                                        
 DN1201  ___________________________________________________________________
 DN1201  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DN1201  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DN1201
 DN1201  HORZ ORDER  -  THIRD
 DN1201
 DN1201.The horizontal coordinates were established by classical geodetic methods
 DN1201.and adjusted by the National Geodetic Survey in February 1996..
 DN1201
 DN1201
 DN1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1201
 DN1201.The geoid height was determined by GEOID03.
 DN1201
 DN1201;                    North         East     Units Scale Factor Converg.
 DN1201;SPC TXNC     - 2,233,004.894   779,252.454   MT  0.99994738   +1 03 19.0
 DN1201;SPC TXNC     - 7,326,116.89  2,556,597.43   sFT  0.99994738   +1 03 19.0
 DN1201;UTM  14      - 3,737,427.040   725,533.654   MT  1.00022711   +1 21 12.4
 DN1201
 DN1201                          SUPERSEDED SURVEY CONTROL
 DN1201
 DN1201  NAD 83(1993)-  33 45 10.59861(N)    096 33 54.32560(W) AD(       ) 4
 DN1201  NAD 83(1986)-  33 45 10.60365(N)    096 33 54.31815(W) AD(       ) 4
 DN1201  NAD 27      -  33 45 10.23200(N)    096 33 53.35500(W) AD(       ) 3
 DN1201
 DN1201.Superseded values are not recommended for survey control.
 DN1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1201.See file dsdata.txt to determine how the superseded data were derived.
 DN1201
 DN1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2553437427(NAD 83)
 DN1201_MARKER: 42 = RADIO/TV MAST
 DN1201
 DN1201  HISTORY     - Date     Condition        Report By
 DN1201  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1201  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN1201
 DN1201                          STATION DESCRIPTION
 DN1201
 DN1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1201'STATION IS LOCATED IN THE WEST PART OF DENISON JUST SOUTH OF THE
 DN1201'KATY GOLF COURSE.  THE MAST IS OF STEEL CONSTRUCTION AND IS
 DN1201'360 FEET IN HEIGHT.  THE RED LIGHT ON TOP WAS INTERSECTED.
 DN1201
 DN1201                          STATION RECOVERY (1995)
 DN1201
 DN1201'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1189 ***********************************************************************
 DN1189  DESIGNATION -  DENISON CITY POLICE RADIO MAST
 DN1189  PID         -  DN1189
 DN1189  STATE/COUNTY-  TX/GRAYSON
 DN1189  USGS QUAD   -  DENISON DAM (1973)
 DN1189
 DN1189                         *CURRENT SURVEY CONTROL
 DN1189  ___________________________________________________________________
 DN1189* NAD 83(1993)-  33 45 17.53153(N)    096 32 09.71445(W)     ADJUSTED  
 DN1189* NAVD 88     -                                                        
 DN1189  ___________________________________________________________________
 DN1189  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DN1189  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DN1189
 DN1189  HORZ ORDER  -  THIRD
 DN1189
 DN1189.The horizontal coordinates were established by classical geodetic methods
 DN1189.and adjusted by the National Geodetic Survey in February 1996..
 DN1189
 DN1189
 DN1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1189
 DN1189.The geoid height was determined by GEOID03.
 DN1189
 DN1189;                    North         East     Units Scale Factor Converg.
 DN1189;SPC TXNC     - 2,233,268.435   781,940.202   MT  0.99994779   +1 04 16.1
 DN1189;SPC TXNC     - 7,326,981.52  2,565,415.48   sFT  0.99994779   +1 04 16.1
 DN1189;UTM  14      - 3,737,704.653   728,220.764   MT  1.00024214   +1 22 10.8
 DN1189
 DN1189                          SUPERSEDED SURVEY CONTROL
 DN1189
 DN1189  NAD 83(1993)-  33 45 17.53258(N)    096 32 09.71382(W) AD(       ) 4
 DN1189  NAD 83(1986)-  33 45 17.53752(N)    096 32 09.70657(W) AD(       ) 4
 DN1189  NAD 27      -  33 45 17.16100(N)    096 32 08.73200(W) AD(       ) 3
 DN1189
 DN1189.Superseded values are not recommended for survey control.
 DN1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1189.See file dsdata.txt to determine how the superseded data were derived.
 DN1189
 DN1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2822137705(NAD 83)
 DN1189_MARKER: 42 = RADIO/TV MAST
 DN1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1189+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 DN1189
 DN1189  HISTORY     - Date     Condition        Report By
 DN1189  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1189  HISTORY     - 19951111 GOOD             USPSQD
 DN1189  HISTORY     - 20020814 GOOD             USPSQD
 DN1189  HISTORY     - 20040817 GOOD             USPSQD
 DN1189
 DN1189                          STATION DESCRIPTION
 DN1189
 DN1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1189'THE STATION IS LOCATED IN THE EAST CENTRAL PART OF DENISON, ON
 DN1189'TOP OF CITY HALL.
 DN1189'
 DN1189'THE MAST IS OF STEEL CONSTRUCTION WITH FOUR LEGS AT THE BOTTOM,
 DN1189'COMBINING TO FORM A TOWER.  IT IS 152 FEET HIGH.  THE CENTER
 DN1189'OF THE MAST WAS INTERSECTED.
 DN1189
 DN1189                          STATION RECOVERY (1995)
 DN1189
 DN1189'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1189'RECOVERED IN GOOD CONDITION.
 DN1189
 DN1189                          STATION RECOVERY (2002)
 DN1189
 DN1189'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 DN1189'RECOVERED IN GOOD CONDITION.
 DN1189
 DN1189                          STATION RECOVERY (2004)
 DN1189
 DN1189'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1200 ***********************************************************************
 DN1200  DESIGNATION -  DENISON COLDSTREAM CO STACK
 DN1200  PID         -  DN1200
 DN1200  STATE/COUNTY-  TX/GRAYSON
 DN1200  USGS QUAD   -  DENISON DAM (1973)
 DN1200
 DN1200                         *CURRENT SURVEY CONTROL
 DN1200  ___________________________________________________________________
 DN1200* NAD 83(1993)-  33 45 53.08725(N)    096 33 21.05549(W)     ADJUSTED  
 DN1200* NAVD 88     -                                                        
 DN1200  ___________________________________________________________________
 DN1200  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DN1200  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DN1200
 DN1200  HORZ ORDER  -  THIRD
 DN1200
 DN1200.The horizontal coordinates were established by classical geodetic methods
 DN1200.and adjusted by the National Geodetic Survey in February 1996..
 DN1200
 DN1200
 DN1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1200
 DN1200.The geoid height was determined by GEOID03.
 DN1200
 DN1200;                    North         East     Units Scale Factor Converg.
 DN1200;SPC TXNC     - 2,234,329.536   780,084.317   MT  0.99994992   +1 03 37.2
 DN1200;SPC TXNC     - 7,330,462.82  2,559,326.63   sFT  0.99994992   +1 03 37.2
 DN1200;SPC OK S     -    48,811.697   733,784.715   MT  1.00003742   +0 49 11.0
 DN1200;SPC OK S     -   160,143.04  2,407,425.35   sFT  1.00003742   +0 49 11.0
 DN1200;UTM  14      - 3,738,756.370   726,358.838   MT  1.00023171   +1 21 32.4
 DN1200
 DN1200                          SUPERSEDED SURVEY CONTROL
 DN1200
 DN1200  NAD 83(1993)-  33 45 53.08812(N)    096 33 21.05465(W) AD(       ) 4
 DN1200  NAD 83(1986)-  33 45 53.09307(N)    096 33 21.04731(W) AD(       ) 4
 DN1200  NAD 27      -  33 45 52.72000(N)    096 33 20.08000(W) AD(       ) 3
 DN1200
 DN1200.Superseded values are not recommended for survey control.
 DN1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1200.See file dsdata.txt to determine how the superseded data were derived.
 DN1200
 DN1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2635938756(NAD 83)
 DN1200_MARKER: 63 = STACK
 DN1200
 DN1200  HISTORY     - Date     Condition        Report By
 DN1200  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1200  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN1200
 DN1200                          STATION DESCRIPTION
 DN1200
 DN1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1200'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF DENISON.
 DN1200'THE STACK IS A STEEL STACK PAINTED WHITE AND IS ABOUT 100 FEET
 DN1200'HIGH.  THE CENTER OF THE STACK WAS INTERSECTED.
 DN1200
 DN1200                          STATION RECOVERY (1995)
 DN1200
 DN1200'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1218 ***********************************************************************
 DN1218  DESIGNATION -  DENISON COTTON MILL CO STACK
 DN1218  PID         -  DN1218
 DN1218  STATE/COUNTY-  TX/GRAYSON
 DN1218  USGS QUAD   -  SHERMAN (1974)
 DN1218
 DN1218                         *CURRENT SURVEY CONTROL
 DN1218  ___________________________________________________________________
 DN1218* NAD 83(1993)-  33 43 50.37179(N)    096 32 47.29886(W)     ADJUSTED  
 DN1218* NAVD 88     -                                                        
 DN1218  ___________________________________________________________________
 DN1218  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DN1218  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DN1218
 DN1218  HORZ ORDER  -  THIRD
 DN1218
 DN1218.The horizontal coordinates were established by classical geodetic methods
 DN1218.and adjusted by the National Geodetic Survey in February 1996..
 DN1218
 DN1218
 DN1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1218
 DN1218.The geoid height was determined by GEOID03.
 DN1218
 DN1218;                    North         East     Units Scale Factor Converg.
 DN1218;SPC TXNC     - 2,230,565.580   781,023.083   MT  0.99994270   +1 03 55.6
 DN1218;SPC TXNC     - 7,318,113.91  2,562,406.56   sFT  0.99994270   +1 03 55.6
 DN1218;UTM  14      - 3,734,996.266   727,317.451   MT  1.00023707   +1 21 46.8
 DN1218
 DN1218                          SUPERSEDED SURVEY CONTROL
 DN1218
 DN1218  NAD 83(1993)-  33 43 50.37279(N)    096 32 47.29800(W) AD(       ) 4
 DN1218  NAD 83(1986)-  33 43 50.37797(N)    096 32 47.29073(W) AD(       ) 4
 DN1218  NAD 27      -  33 43 50.00300(N)    096 32 46.32100(W) AD(       ) 3
 DN1218
 DN1218.Superseded values are not recommended for survey control.
 DN1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1218.See file dsdata.txt to determine how the superseded data were derived.
 DN1218
 DN1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2731734996(NAD 83)
 DN1218_MARKER: 63 = STACK
 DN1218
 DN1218  HISTORY     - Date     Condition        Report By
 DN1218  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1218  HISTORY     - 1957     GOOD             CGS
 DN1218  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN1218
 DN1218                          STATION DESCRIPTION
 DN1218
 DN1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1218'THE STATION IS LOCATED IN THE SOUTH PART OF DENISON.
 DN1218'THE STACK IS CONSTRUCTED OF RED BRICK AND IS ABOUT 125 FEET HIGH.
 DN1218'THE CENTER OF THE TOP OF STACK WAS INTERSECTED.
 DN1218
 DN1218                          STATION RECOVERY (1957)
 DN1218
 DN1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1218'STACK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DN1218'PROCEEDING TO STACK SITE ARE CORRECT.
 DN1218
 DN1218                          STATION RECOVERY (1999)
 DN1218
 DN1218'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1226 ***********************************************************************
 DN1226  DESIGNATION -  DENISON COTTON MILL CO TANK
 DN1226  PID         -  DN1226
 DN1226  STATE/COUNTY-  TX/GRAYSON
 DN1226  USGS QUAD   -  SHERMAN (1974)
 DN1226
 DN1226                         *CURRENT SURVEY CONTROL
 DN1226  ___________________________________________________________________
 DN1226* NAD 83(1993)-  33 43 50.27529(N)    096 32 49.06899(W)     ADJUSTED  
 DN1226* NAVD 88     -                                                        
 DN1226  ___________________________________________________________________
 DN1226  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 DN1226  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DN1226
 DN1226  HORZ ORDER  -  THIRD
 DN1226
 DN1226.The horizontal coordinates were established by classical geodetic methods
 DN1226.and adjusted by the National Geodetic Survey in February 1996..
 DN1226
 DN1226
 DN1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1226
 DN1226.The geoid height was determined by GEOID03.
 DN1226
 DN1226;                    North         East     Units Scale Factor Converg.
 DN1226;SPC TXNC     - 2,230,561.760   780,977.580   MT  0.99994269   +1 03 54.6
 DN1226;SPC TXNC     - 7,318,101.37  2,562,257.28   sFT  0.99994269   +1 03 54.6
 DN1226;UTM  14      - 3,734,992.209   727,271.955   MT  1.00023682   +1 21 45.8
 DN1226
 DN1226                          SUPERSEDED SURVEY CONTROL
 DN1226
 DN1226  NAD 83(1993)-  33 43 50.27630(N)    096 32 49.06809(W) AD(       ) 4
 DN1226  NAD 83(1986)-  33 43 50.28147(N)    096 32 49.06089(W) AD(       ) 4
 DN1226  NAD 27      -  33 43 49.90600(N)    096 32 48.09200(W) AD(       ) 3
 DN1226
 DN1226.Superseded values are not recommended for survey control.
 DN1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1226.See file dsdata.txt to determine how the superseded data were derived.
 DN1226
 DN1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2727234992(NAD 83)
 DN1226_MARKER: 53 = ELEVATED TANK
 DN1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1226+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 DN1226
 DN1226  HISTORY     - Date     Condition        Report By
 DN1226  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1226  HISTORY     - 1957     GOOD             CGS
 DN1226  HISTORY     - 20040816 GOOD             USPSQD
 DN1226
 DN1226                          STATION DESCRIPTION
 DN1226
 DN1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1226'THE STATION IS LOCATED IN THE SOUTH PART OF DENISON.
 DN1226'
 DN1226'THE TANK IS A CONICAL TOPPED STEEL TANK PAINTED SILVER AND IS
 DN1226'MOUNTED ON A FOUR LEGGED STEEL STRUCTURE.  IT IS ABOUT 110
 DN1226'FEET HIGH.  THE CENTER OF THE TOP OF TANK WAS INTERSECTED.
 DN1226
 DN1226                          STATION RECOVERY (1957)
 DN1226
 DN1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1226'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DN1226'PROCEEDING TO TANK SITE ARE CORRECT.
 DN1226
 DN1226                          STATION RECOVERY (2004)
 DN1226
 DN1226'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1196 ***********************************************************************
 DN1196  DESIGNATION -  DENISON JUNIOR HS CLOCK TOWER
 DN1196  PID         -  DN1196
 DN1196  STATE/COUNTY-  TX/GRAYSON
 DN1196  USGS QUAD   -  DENISON DAM (1973)
 DN1196
 DN1196                         *CURRENT SURVEY CONTROL
 DN1196  ___________________________________________________________________
 DN1196* NAD 83(1993)-  33 45 21.96742(N)    096 32 41.87813(W)     ADJUSTED  
 DN1196* NAVD 88     -                                                        
 DN1196  ___________________________________________________________________
 DN1196  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DN1196  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DN1196
 DN1196  HORZ ORDER  -  THIRD
 DN1196
 DN1196.The horizontal coordinates were established by classical geodetic methods
 DN1196.and adjusted by the National Geodetic Survey in February 1996..
 DN1196
 DN1196
 DN1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1196
 DN1196.The geoid height was determined by GEOID03.
 DN1196
 DN1196;                    North         East     Units Scale Factor Converg.
 DN1196;SPC TXNC     - 2,233,389.639   781,110.084   MT  0.99994806   +1 03 58.6
 DN1196;SPC TXNC     - 7,327,379.17  2,562,692.00   sFT  0.99994806   +1 03 58.6
 DN1196;UTM  14      - 3,737,821.564   727,389.783   MT  1.00023747   +1 21 53.1
 DN1196
 DN1196                          SUPERSEDED SURVEY CONTROL
 DN1196
 DN1196  NAD 83(1993)-  33 45 21.96840(N)    096 32 41.87729(W) AD(       ) 4
 DN1196  NAD 83(1986)-  33 45 21.97336(N)    096 32 41.87005(W) AD(       ) 4
 DN1196  NAD 27      -  33 45 21.59900(N)    096 32 40.89900(W) AD(       ) 3
 DN1196
 DN1196.Superseded values are not recommended for survey control.
 DN1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1196.See file dsdata.txt to determine how the superseded data were derived.
 DN1196
 DN1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2739037822(NAD 83)
 DN1196_MARKER: 55 = TOWER
 DN1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1196+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 DN1196
 DN1196  HISTORY     - Date     Condition        Report By
 DN1196  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1196  HISTORY     - 19951111 GOOD             USPSQD
 DN1196  HISTORY     - 20020814 GOOD             USPSQD
 DN1196  HISTORY     - 20040817 GOOD             USPSQD
 DN1196
 DN1196                          STATION DESCRIPTION
 DN1196
 DN1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1196'THE STATION IS LOCATED IN THE WEST CENTER OF DENISON, NEAR
 DN1196'MAINE AND ARMSTRONG STREETS.
 DN1196'
 DN1196'THE SCHOOL BUILDING IS OF BROWN BRICK AND IS TRIMED IN WHITE.
 DN1196'IT HAS A WHITE CLOCK TOWER ON THE EAST SIDE WITH A POLE ON
 DN1196'TOP.  THE POLE ON TOP OF THE CLOCK TOWER WAS INTERSECTED.
 DN1196
 DN1196                          STATION RECOVERY (1995)
 DN1196
 DN1196'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1196'RECOVERED IN GOOD CONDITION.
 DN1196
 DN1196                          STATION RECOVERY (2002)
 DN1196
 DN1196'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 DN1196'RECOVERED IN GOOD CONDITION.
 DN1196
 DN1196                          STATION RECOVERY (2004)
 DN1196
 DN1196'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1199 ***********************************************************************
 DN1199  DESIGNATION -  DENISON MO KANS AND TEX RR STK
 DN1199  PID         -  DN1199
 DN1199  STATE/COUNTY-  TX/GRAYSON
 DN1199  USGS QUAD   -  DENISON DAM (1973)
 DN1199
 DN1199                         *CURRENT SURVEY CONTROL
 DN1199  ___________________________________________________________________
 DN1199* NAD 83(1993)-  33 46 10.71108(N)    096 34 19.43900(W)     ADJUSTED  
 DN1199* NAVD 88     -                                                        
 DN1199  ___________________________________________________________________
 DN1199  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DN1199  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DN1199
 DN1199  HORZ ORDER  -  THIRD
 DN1199
 DN1199.The horizontal coordinates were established by classical geodetic methods
 DN1199.and adjusted by the National Geodetic Survey in February 1996..
 DN1199
 DN1199
 DN1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1199
 DN1199.The geoid height was determined by GEOID03.
 DN1199
 DN1199;                    North         East     Units Scale Factor Converg.
 DN1199;SPC TXNC     - 2,234,844.734   778,572.302   MT  0.99995099   +1 03 05.3
 DN1199;SPC TXNC     - 7,332,153.10  2,554,365.96   sFT  0.99995099   +1 03 05.3
 DN1199;UTM  14      - 3,739,263.820   724,843.739   MT  1.00022328   +1 21 00.5
 DN1199
 DN1199                          SUPERSEDED SURVEY CONTROL
 DN1199
 DN1199  NAD 83(1993)-  33 46 10.71190(N)    096 34 19.43792(W) AD(       ) 4
 DN1199  NAD 83(1986)-  33 46 10.71684(N)    096 34 19.43051(W) AD(       ) 4
 DN1199  NAD 27      -  33 46 10.34400(N)    096 34 18.45700(W) AD(       ) 3
 DN1199
 DN1199.Superseded values are not recommended for survey control.
 DN1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1199.See file dsdata.txt to determine how the superseded data were derived.
 DN1199
 DN1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2484439264(NAD 83)
 DN1199_MARKER: 63 = STACK
 DN1199
 DN1199  HISTORY     - Date     Condition        Report By
 DN1199  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1199  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN1199  HISTORY     - 20020814 MARK NOT FOUND   USPSQD
 DN1199
 DN1199                          STATION DESCRIPTION
 DN1199
 DN1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1199'THE STATION IS LOCATED IN THE NORTH NORTHWEST PART OF DENISON
 DN1199'AT THE YARDS OF THE MISSOURI, KANSAS AND TEXAS OF TEXAS RAILROAD.
 DN1199'
 DN1199'THE STACK IS A TALL CONCRETE STACK OF A DIRTY GRAY COLOR AND IS
 DN1199'ABOUT 150 FEET HIGH.
 DN1199'
 DN1199'THE CENTER OF THE STACK WAS INTERSECTED.
 DN1199
 DN1199                          STATION RECOVERY (1995)
 DN1199
 DN1199'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1199'MARK NOT FOUND.
 DN1199
 DN1199                          STATION RECOVERY (2002)
 DN1199
 DN1199'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 DN1199'STACK HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1202 ***********************************************************************
 DN1202  DESIGNATION -  DENISON MUNICIPAL STANDPIPE
 DN1202  PID         -  DN1202
 DN1202  STATE/COUNTY-  TX/GRAYSON
 DN1202  USGS QUAD   -  DENISON DAM (1973)
 DN1202
 DN1202                         *CURRENT SURVEY CONTROL
 DN1202  ___________________________________________________________________
 DN1202* NAD 83(1993)-  33 45 57.98297(N)    096 32 44.83656(W)     ADJUSTED  
 DN1202* NAVD 88     -                                                        
 DN1202  ___________________________________________________________________
 DN1202  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DN1202  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DN1202
 DN1202  HORZ ORDER  -  THIRD
 DN1202
 DN1202.The horizontal coordinates were established by classical geodetic methods
 DN1202.and adjusted by the National Geodetic Survey in February 1996..
 DN1202
 DN1202
 DN1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1202
 DN1202.The geoid height was determined by GEOID03.
 DN1202
 DN1202;                    North         East     Units Scale Factor Converg.
 DN1202;SPC TXNC     - 2,234,497.634   781,013.325   MT  0.99995022   +1 03 56.9
 DN1202;SPC TXNC     - 7,331,014.32  2,562,374.55   sFT  0.99995022   +1 03 56.9
 DN1202;SPC OK S     -    48,975.908   734,714.501   MT  1.00003708   +0 49 31.6
 DN1202;SPC OK S     -   160,681.79  2,410,475.83   sFT  1.00003708   +0 49 31.6
 DN1202;UTM  14      - 3,738,929.359   727,287.220   MT  1.00023690   +1 21 52.7
 DN1202
 DN1202                          SUPERSEDED SURVEY CONTROL
 DN1202
 DN1202  NAD 83(1993)-  33 45 57.98383(N)    096 32 44.83570(W) AD(       ) 4
 DN1202  NAD 83(1986)-  33 45 57.98870(N)    096 32 44.82848(W) AD(       ) 4
 DN1202  NAD 27      -  33 45 57.62100(N)    096 32 43.86500(W) AD(       ) 3
 DN1202
 DN1202.Superseded values are not recommended for survey control.
 DN1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1202.See file dsdata.txt to determine how the superseded data were derived.
 DN1202
 DN1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2728738929(NAD 83)
 DN1202_MARKER: 52 = STANDPIPE TANK
 DN1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1202+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 DN1202
 DN1202  HISTORY     - Date     Condition        Report By
 DN1202  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1202  HISTORY     - 1957     GOOD             CGS
 DN1202  HISTORY     - 19951111 GOOD             USPSQD
 DN1202  HISTORY     - 20040816 GOOD             USPSQD
 DN1202
 DN1202                          STATION DESCRIPTION
 DN1202
 DN1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1202'THE STATION IS LOCATED IN THE NORTH PART OF DENISON.
 DN1202'THE STANDPIPE IS A LARGE STEEL STANDPIPE PAINTED SILVER AND IS
 DN1202'ABOUT 30 FEET IN DIAMETER AND ABOUT 75 FEET HIGH.  THE CENTER
 DN1202'OF THE TOP WAS INTERSECTED.
 DN1202
 DN1202                          STATION RECOVERY (1957)
 DN1202
 DN1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1202'STANDPIPE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1202'FOR PROCEEDING TO STANDPIPE ARE CORRECT.
 DN1202
 DN1202                          STATION RECOVERY (1995)
 DN1202
 DN1202'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1202'RECOVERED IN GOOD CONDITION.
 DN1202
 DN1202                          STATION RECOVERY (2004)
 DN1202
 DN1202'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN1202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1191 ***********************************************************************
 DN1191  DESIGNATION -  DENISON PUMPING STA MUN TANK
 DN1191  PID         -  DN1191
 DN1191  STATE/COUNTY-  TX/GRAYSON
 DN1191  USGS QUAD   -  DENISON DAM (1973)
 DN1191
 DN1191                         *CURRENT SURVEY CONTROL
 DN1191  ___________________________________________________________________
 DN1191* NAD 83(1993)-  33 47 45.35991(N)    096 34 32.44697(W)     ADJUSTED  
 DN1191* NAVD 88     -                                                        
 DN1191  ___________________________________________________________________
 DN1191  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DN1191  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DN1191
 DN1191  HORZ ORDER  -  THIRD
 DN1191
 DN1191.The horizontal coordinates were established by classical geodetic methods
 DN1191.and adjusted by the National Geodetic Survey in February 1996..
 DN1191
 DN1191
 DN1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1191
 DN1191.The geoid height was determined by GEOID03.
 DN1191
 DN1191;                    North         East     Units Scale Factor Converg.
 DN1191;SPC TXNC     - 2,237,754.170   778,184.248   MT  0.99995684   +1 02 58.2
 DN1191;SPC TXNC     - 7,341,698.47  2,553,092.82   sFT  0.99995684   +1 02 58.2
 DN1191;SPC OK S     -    52,244.562   731,898.906   MT  1.00002985   +0 48 30.5
 DN1191;SPC OK S     -   171,405.70  2,401,238.33   sFT  1.00002985   +0 48 30.5
 DN1191;UTM  14      - 3,742,171.970   724,440.394   MT  1.00022104   +1 20 56.6
 DN1191
 DN1191                          SUPERSEDED SURVEY CONTROL
 DN1191
 DN1191  NAD 83(1993)-  33 47 45.36023(N)    096 34 32.44633(W) AD(       ) 4
 DN1191  NAD 83(1986)-  33 47 45.36504(N)    096 34 32.43894(W) AD(       ) 4
 DN1191  NAD 27      -  33 47 44.98600(N)    096 34 31.47100(W) AD(       ) 3
 DN1191
 DN1191.Superseded values are not recommended for survey control.
 DN1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1191.See file dsdata.txt to determine how the superseded data were derived.
 DN1191
 DN1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2444042172(NAD 83)
 DN1191_MARKER: 53 = ELEVATED TANK
 DN1191
 DN1191  HISTORY     - Date     Condition        Report By
 DN1191  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1191  HISTORY     - 1957     GOOD             CGS
 DN1191  HISTORY     - 19951111 GOOD             USPSQD
 DN1191
 DN1191                          STATION DESCRIPTION
 DN1191
 DN1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1191'THE TANK IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF DENISON AT THE
 DN1191'PUMPING STATION.
 DN1191'
 DN1191'THE TANK IS A LARGE STEEL ROUND TOPPED TANK PAINTED SILVER
 DN1191'AND IS MOUNTED ON FOUR STEEL LEGS.  IT IS ABOUT 50 FEET HIGH.
 DN1191'THE CENTER OF THE TOP OF TANK WAS INTERSECTED.
 DN1191
 DN1191                          STATION RECOVERY (1957)
 DN1191
 DN1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1191'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DN1191'PROCEEDING TO TANK SITE ARE CORRECT.
 DN1191
 DN1191                          STATION RECOVERY (1995)
 DN1191
 DN1191'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1225 ***********************************************************************
 DN1225  DESIGNATION -  DENISON SE MUNICIPAL TANK
 DN1225  PID         -  DN1225
 DN1225  STATE/COUNTY-  TX/GRAYSON
 DN1225  USGS QUAD   -  SHERMAN (1974)
 DN1225
 DN1225                         *CURRENT SURVEY CONTROL
 DN1225  ___________________________________________________________________
 DN1225* NAD 83(1993)-  33 44 28.17902(N)    096 32 06.60835(W)     ADJUSTED  
 DN1225* NAVD 88     -                                                        
 DN1225  ___________________________________________________________________
 DN1225  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 DN1225  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DN1225
 DN1225  HORZ ORDER  -  THIRD
 DN1225
 DN1225.The horizontal coordinates were established by classical geodetic methods
 DN1225.and adjusted by the National Geodetic Survey in February 1996..
 DN1225
 DN1225
 DN1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1225
 DN1225.The geoid height was determined by GEOID03.
 DN1225
 DN1225;                    North         East     Units Scale Factor Converg.
 DN1225;SPC TXNC     - 2,231,749.701   782,048.558   MT  0.99994489   +1 04 17.8
 DN1225;SPC TXNC     - 7,321,998.81  2,565,770.98   sFT  0.99994489   +1 04 17.8
 DN1225;UTM  14      - 3,736,186.054   728,337.060   MT  1.00024280   +1 22 10.8
 DN1225
 DN1225                          SUPERSEDED SURVEY CONTROL
 DN1225
 DN1225  NAD 83(1993)-  33 44 28.17996(N)    096 32 06.60745(W) AD(       ) 4
 DN1225  NAD 83(1986)-  33 44 28.18515(N)    096 32 06.60022(W) AD(       ) 4
 DN1225  NAD 27      -  33 44 27.81000(N)    096 32 05.63500(W) AD(       ) 3
 DN1225
 DN1225.Superseded values are not recommended for survey control.
 DN1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1225.See file dsdata.txt to determine how the superseded data were derived.
 DN1225
 DN1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2833736186(NAD 83)
 DN1225_MARKER: 53 = ELEVATED TANK
 DN1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1225+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 DN1225
 DN1225  HISTORY     - Date     Condition        Report By
 DN1225  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1225  HISTORY     - 1957     GOOD             CGS
 DN1225  HISTORY     - 19990213 GOOD             USPSQD
 DN1225  HISTORY     - 20040817 GOOD             USPSQD
 DN1225
 DN1225                          STATION DESCRIPTION
 DN1225
 DN1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1225'THE TANK IS LOCATED IN THE SOUTHEAST PART OF DENISON.
 DN1225'
 DN1225'THE TANK IS A LARGE STEEL ROUND TOPPED, SILVER TANK, MOUNTED ON
 DN1225'TOP OF AN 8 LEGGED STEEL STRUCTURE AND IS ABOUT 125 FEET
 DN1225'HIGH.  IT HAS DENISON IN LARGE BLACK LETTERS ON ITS SIDE.
 DN1225'THE CENTER OF THE TOP OF TANK WAS INTERSECTED.
 DN1225
 DN1225                          STATION RECOVERY (1957)
 DN1225
 DN1225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1225'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1225'FOR PROCEEDING TO TANK SITE ARE CORRECT.
 DN1225
 DN1225                          STATION RECOVERY (1999)
 DN1225
 DN1225'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1225'RECOVERED IN GOOD CONDITION.
 DN1225
 DN1225                          STATION RECOVERY (2004)
 DN1225
 DN1225'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1227 ***********************************************************************
 DN1227  DESIGNATION -  DENISON SHERMAN RAD KDSX W MST
 DN1227  PID         -  DN1227
 DN1227  STATE/COUNTY-  TX/GRAYSON
 DN1227  USGS QUAD   -  SHERMAN (1974)
 DN1227
 DN1227                         *CURRENT SURVEY CONTROL
 DN1227  ___________________________________________________________________
 DN1227* NAD 83(1993)-  33 41 08.34915(N)    096 32 37.17772(W)     ADJUSTED  
 DN1227* NAVD 88     -                                                        
 DN1227  ___________________________________________________________________
 DN1227  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 DN1227  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DN1227
 DN1227  HORZ ORDER  -  THIRD
 DN1227
 DN1227.The horizontal coordinates were established by classical geodetic methods
 DN1227.and adjusted by the National Geodetic Survey in February 1996..
 DN1227
 DN1227
 DN1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1227
 DN1227.The geoid height was determined by GEOID03.
 DN1227
 DN1227;                    North         East     Units Scale Factor Converg.
 DN1227;SPC TXNC     - 2,225,579.634   781,376.523   MT  0.99993371   +1 04 01.1
 DN1227;SPC TXNC     - 7,301,755.85  2,563,566.14   sFT  0.99993371   +1 04 01.1
 DN1227;UTM  14      - 3,730,010.723   727,696.826   MT  1.00023921   +1 21 46.7
 DN1227
 DN1227                          SUPERSEDED SURVEY CONTROL
 DN1227
 DN1227  NAD 83(1993)-  33 41 08.35031(N)    096 32 37.17640(W) AD(       ) 4
 DN1227  NAD 83(1986)-  33 41 08.35580(N)    096 32 37.16942(W) AD(       ) 4
 DN1227  NAD 27      -  33 41 07.97700(N)    096 32 36.19700(W) AD(       ) 3
 DN1227
 DN1227.Superseded values are not recommended for survey control.
 DN1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1227.See file dsdata.txt to determine how the superseded data were derived.
 DN1227
 DN1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2769730011(NAD 83)
 DN1227_MARKER: 42 = RADIO/TV MAST
 DN1227
 DN1227  HISTORY     - Date     Condition        Report By
 DN1227  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1227  HISTORY     - 1957     GOOD             CGS
 DN1227
 DN1227                          STATION DESCRIPTION
 DN1227
 DN1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1227'THE STATION IS LOCATED BETWEEN DENISON AND SHERMAN AND ABOUT
 DN1227'2-1/2 MILES EAST OF U.S. HIGHWAY 75.
 DN1227'
 DN1227'THE MAST WHICH IS CALLED THE NUMBER ONE MAST IS THE WESTERLY
 DN1227'ONE OF FOUR MASTS.  THE MASTS ARE LOCATED IN A GENERAL EAST
 DN1227'AND WEST DIRECTION 288 FEET APART AND ARE 259 FEET HIGH.
 DN1227'THEY ARE OF STEEL CONSTRUCTION.  THE CENTER OF THE MAST WAS
 DN1227'INTERSECTED.
 DN1227
 DN1227                          STATION RECOVERY (1957)
 DN1227
 DN1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1227'THE STATION IS ABOUT 5 MILES SOUTHEAST OF DENISON AND ABOUT
 DN1227'5 MILES NORTHEAST OF SHERMAN.  IT IS THE WEST ONE OF FOUR
 DN1227'SINGLE COLUMN STEEL STRUCTURES BASED IN CONCRETE.  THEY ARE
 DN1227'PAINTED ALTERNATELY RED AND WHITE AND HAVE AN OVER-ALL HEIGHT
 DN1227'OF 300 FEET.  THE BLINKER LIGHT AT THE TOP WAS THE POINT
 DN1227'OBSERVED UPON.
 DN1227'
 DN1227'TO REACH THE STATION FROM THE WOODLAWN COUNTRY CLUB, WHICH
 DN1227'IS ABOUT 6 MILES NORTHEAST OF SHERMAN, GO SOUTH ON THE MACADAM
 DN1227'ROAD FOR 0.15 MILE TO A T ROAD JUNCTION.  TURN LEFT, EAST AND
 DN1227'FOLLOW GRAVELED ROAD FOR 0.6 MILE TO A T ROAD JUNCTION, TURN
 DN1227'RIGHT AND GO SOUTH FOR 0.7 MILE TO A T ROAD JUNCTION, TURN
 DN1227'LEFT ACROSS THE RAILROAD TRACKS AND GO EAST FOR 0.15 MILE
 DN1227'TO A SIDE ROAD LEFT, TURN LEFT, NORTH AND GO 0.1 MILE TO THE
 DN1227'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1197 ***********************************************************************
 DN1197  DESIGNATION -  DENISON ST PATRICKS CATH CH TR
 DN1197  PID         -  DN1197
 DN1197  STATE/COUNTY-  TX/GRAYSON
 DN1197  USGS QUAD   -  DENISON DAM (1973)
 DN1197
 DN1197                         *CURRENT SURVEY CONTROL
 DN1197  ___________________________________________________________________
 DN1197* NAD 83(1993)-  33 45 29.82614(N)    096 32 17.24961(W)     ADJUSTED  
 DN1197* NAVD 88     -                                                        
 DN1197  ___________________________________________________________________
 DN1197  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DN1197  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DN1197
 DN1197  HORZ ORDER  -  THIRD
 DN1197
 DN1197.The horizontal coordinates were established by classical geodetic methods
 DN1197.and adjusted by the National Geodetic Survey in February 1996..
 DN1197
 DN1197
 DN1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1197
 DN1197.The geoid height was determined by GEOID03.
 DN1197
 DN1197;                    North         East     Units Scale Factor Converg.
 DN1197;SPC TXNC     - 2,233,643.530   781,739.248   MT  0.99994853   +1 04 12.0
 DN1197;SPC TXNC     - 7,328,212.15  2,564,756.18   sFT  0.99994853   +1 04 12.0
 DN1197;UTM  14      - 3,738,078.805   728,017.799   MT  1.00024100   +1 22 07.1
 DN1197
 DN1197                          SUPERSEDED SURVEY CONTROL
 DN1197
 DN1197  NAD 83(1993)-  33 45 29.82713(N)    096 32 17.24880(W) AD(       ) 4
 DN1197  NAD 83(1986)-  33 45 29.83210(N)    096 32 17.24169(W) AD(       ) 4
 DN1197  NAD 27      -  33 45 29.46900(N)    096 32 16.28900(W) AD(       ) 3
 DN1197
 DN1197.Superseded values are not recommended for survey control.
 DN1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1197.See file dsdata.txt to determine how the superseded data were derived.
 DN1197
 DN1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2801838079(NAD 83)
 DN1197_MARKER: 55 = TOWER
 DN1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1197+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 DN1197
 DN1197  HISTORY     - Date     Condition        Report By
 DN1197  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1197  HISTORY     - 19951111 GOOD             USPSQD
 DN1197  HISTORY     - 20020814 GOOD             USPSQD
 DN1197  HISTORY     - 20040817 GOOD             USPSQD
 DN1197
 DN1197                          STATION DESCRIPTION
 DN1197
 DN1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1197'THE CHURCH IS LOCATED IN THE NORTHEAST CENTER OF DENISON.
 DN1197'
 DN1197'THE CHURCH IS A LARGE RED BRICK BUILDING TRIMED IN WHITE.
 DN1197'THE CENTER OF THE TOWER WAS INTERSECTED.
 DN1197
 DN1197                          STATION RECOVERY (1995)
 DN1197
 DN1197'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1197'RECOVERED IN GOOD CONDITION.
 DN1197
 DN1197                          STATION RECOVERY (2002)
 DN1197
 DN1197'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 DN1197'RECOVERED IN GOOD CONDITION.
 DN1197
 DN1197                          STATION RECOVERY (2004)
 DN1197
 DN1197'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1190 ***********************************************************************
 DN1190  DESIGNATION -  DENISON VIT A WAY GRAIN ELEV
 DN1190  PID         -  DN1190
 DN1190  STATE/COUNTY-  TX/GRAYSON
 DN1190  USGS QUAD   -  DENISON DAM (1973)
 DN1190
 DN1190                         *CURRENT SURVEY CONTROL
 DN1190  ___________________________________________________________________
 DN1190* NAD 83(1993)-  33 45 10.90240(N)    096 32 10.49942(W)     ADJUSTED  
 DN1190* NAVD 88     -                                                        
 DN1190  ___________________________________________________________________
 DN1190  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DN1190  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DN1190
 DN1190  HORZ ORDER  -  THIRD
 DN1190
 DN1190.The horizontal coordinates were established by classical geodetic methods
 DN1190.and adjusted by the National Geodetic Survey in February 1996..
 DN1190
 DN1190
 DN1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1190
 DN1190.The geoid height was determined by GEOID03.
 DN1190
 DN1190;                    North         East     Units Scale Factor Converg.
 DN1190;SPC TXNC     - 2,233,063.857   781,923.822   MT  0.99994740   +1 04 15.7
 DN1190;SPC TXNC     - 7,326,310.34  2,565,361.74   sFT  0.99994740   +1 04 15.7
 DN1190;UTM  14      - 3,737,499.932   728,205.446   MT  1.00024206   +1 22 10.2
 DN1190
 DN1190                          SUPERSEDED SURVEY CONTROL
 DN1190
 DN1190  NAD 83(1993)-  33 45 10.90334(N)    096 32 10.49862(W) AD(       ) 4
 DN1190  NAD 83(1986)-  33 45 10.90835(N)    096 32 10.49145(W) AD(       ) 4
 DN1190  NAD 27      -  33 45 10.53500(N)    096 32 09.52300(W) AD(       ) 3
 DN1190
 DN1190.Superseded values are not recommended for survey control.
 DN1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1190.See file dsdata.txt to determine how the superseded data were derived.
 DN1190
 DN1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2820537500(NAD 83)
 DN1190_MARKER: 65 = GRAIN ELEVATOR
 DN1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1190+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 DN1190
 DN1190  HISTORY     - Date     Condition        Report By
 DN1190  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1190  HISTORY     - 20030707 GOOD             USPSQD
 DN1190  HISTORY     - 20040817 GOOD             USPSQD
 DN1190
 DN1190                          STATION DESCRIPTION
 DN1190
 DN1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1190'THE STATION IS LOCATED IN THE SOUTHEAST CENTER OF TOWN ON THE
 DN1190'NORTH SIDE OF THE RAILROAD TRACKS.
 DN1190'
 DN1190'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE CONSISTING OF SEVERAL
 DN1190'CYLINDERS AND IS ABOUT 90 FEET HIGH WITH A 30 FOOT HEADHOUSE.
 DN1190'THE CENTER OF THE HEADHOUSE WAS INTERSECTED.
 DN1190
 DN1190                          STATION RECOVERY (2003)
 DN1190
 DN1190'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 DN1190'RECOVERED IN GOOD CONDITION.
 DN1190
 DN1190                          STATION RECOVERY (2004)
 DN1190
 DN1190'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1195 ***********************************************************************
 DN1195  DESIGNATION -  DENISON W J SMITH STACK
 DN1195  PID         -  DN1195
 DN1195  STATE/COUNTY-  TX/GRAYSON
 DN1195  USGS QUAD   -  DENISON DAM (1973)
 DN1195
 DN1195                         *CURRENT SURVEY CONTROL
 DN1195  ___________________________________________________________________
 DN1195* NAD 83(1993)-  33 45 29.61903(N)    096 33 39.24109(W)     ADJUSTED  
 DN1195* NAVD 88     -                                                        
 DN1195  ___________________________________________________________________
 DN1195  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DN1195  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DN1195
 DN1195  HORZ ORDER  -  THIRD
 DN1195
 DN1195.The horizontal coordinates were established by classical geodetic methods
 DN1195.and adjusted by the National Geodetic Survey in February 1996..
 DN1195
 DN1195
 DN1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1195
 DN1195.The geoid height was determined by GEOID03.
 DN1195
 DN1195;                    North         East     Units Scale Factor Converg.
 DN1195;SPC TXNC     - 2,233,597.979   779,629.796   MT  0.99994851   +1 03 27.3
 DN1195;SPC TXNC     - 7,328,062.70  2,557,835.42   sFT  0.99994851   +1 03 27.3
 DN1195;UTM  14      - 3,738,022.248   725,908.008   MT  1.00022919   +1 21 21.4
 DN1195
 DN1195                          SUPERSEDED SURVEY CONTROL
 DN1195
 DN1195  NAD 83(1993)-  33 45 29.61987(N)    096 33 39.24030(W) AD(       ) 4
 DN1195  NAD 83(1986)-  33 45 29.62488(N)    096 33 39.23287(W) AD(       ) 4
 DN1195  NAD 27      -  33 45 29.25100(N)    096 33 38.26300(W) AD(       ) 3
 DN1195
 DN1195.Superseded values are not recommended for survey control.
 DN1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1195.See file dsdata.txt to determine how the superseded data were derived.
 DN1195
 DN1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2590838022(NAD 83)
 DN1195_MARKER: 63 = STACK
 DN1195
 DN1195  HISTORY     - Date     Condition        Report By
 DN1195  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1195  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN1195
 DN1195                          STATION DESCRIPTION
 DN1195
 DN1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1195'THE STATION IS LOCATED IN THE WEST PART OF DENISON.
 DN1195'
 DN1195'THE STACK IS A STEEL STACK PAINTED WHITE WITH A BLACK TOP AND IS
 DN1195'ABOUT 90 FEET HIGH.  THE CENTER OF THE STACK WAS INTERSECTED.
 DN1195
 DN1195                          STATION RECOVERY (1995)
 DN1195
 DN1195'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1198 ***********************************************************************
 DN1198  DESIGNATION -  DENISON W MUNICIPAL TANK
 DN1198  PID         -  DN1198
 DN1198  STATE/COUNTY-  TX/GRAYSON
 DN1198  USGS QUAD   -  DENISON DAM (1973)
 DN1198
 DN1198                         *CURRENT SURVEY CONTROL
 DN1198  ___________________________________________________________________
 DN1198* NAD 83(1993)-  33 45 56.67587(N)    096 34 21.24907(W)     ADJUSTED  
 DN1198* NAVD 88     -                                                        
 DN1198  ___________________________________________________________________
 DN1198  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DN1198  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DN1198
 DN1198  HORZ ORDER  -  THIRD
 DN1198
 DN1198.The horizontal coordinates were established by classical geodetic methods
 DN1198.and adjusted by the National Geodetic Survey in February 1996..
 DN1198
 DN1198
 DN1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1198
 DN1198.The geoid height was determined by GEOID03.
 DN1198
 DN1198;                    North         East     Units Scale Factor Converg.
 DN1198;SPC TXNC     - 2,234,411.541   778,533.670   MT  0.99995014   +1 03 04.4
 DN1198;SPC TXNC     - 7,330,731.86  2,554,239.22   sFT  0.99995014   +1 03 04.4
 DN1198;UTM  14      - 3,738,830.313   724,807.354   MT  1.00022307   +1 20 59.0
 DN1198
 DN1198                          SUPERSEDED SURVEY CONTROL
 DN1198
 DN1198  NAD 83(1993)-  33 45 56.67677(N)    096 34 21.24805(W) AD(       ) 4
 DN1198  NAD 83(1986)-  33 45 56.68170(N)    096 34 21.24061(W) AD(       ) 4
 DN1198  NAD 27      -  33 45 56.31100(N)    096 34 20.27200(W) AD(       ) 3
 DN1198
 DN1198.Superseded values are not recommended for survey control.
 DN1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1198.See file dsdata.txt to determine how the superseded data were derived.
 DN1198
 DN1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2480738830(NAD 83)
 DN1198_MARKER: 53 = ELEVATED TANK
 DN1198
 DN1198  HISTORY     - Date     Condition        Report By
 DN1198  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1198  HISTORY     - 1957     GOOD             CGS
 DN1198  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN1198
 DN1198                          STATION DESCRIPTION
 DN1198
 DN1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1198'THE STATION IS LOCATED IN THE WEST PART OF DENISON.
 DN1198'
 DN1198'THE TANK IS A STEEL TANK PAINTED SILVER WITH A CONICAL TOP
 DN1198'AND A BALL ON TOP.  IT IS SUPPORTED BY A FOUR LEGGED STEEL
 DN1198'STRUCTURE AND IS ABOUT 50 FEET HIGH.  THE BALL ON TOP WAS
 DN1198'INTERSECTED.
 DN1198
 DN1198                          STATION RECOVERY (1957)
 DN1198
 DN1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1198'TANK WAS RECOVERED IN GOOD CONDITION BUT IT HAS 6 LEGS INSTEAD
 DN1198'OF 4.  DIRECTIONS FOR PROCEEDING TO TANK SITE ARE CORRECT.
 DN1198
 DN1198                          STATION RECOVERY (1995)
 DN1198
 DN1198'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1193 ***********************************************************************
 DN1193  DESIGNATION -  DENISON WAPLES PLATTER TANK
 DN1193  PID         -  DN1193
 DN1193  STATE/COUNTY-  TX/GRAYSON
 DN1193  USGS QUAD   -  DENISON DAM (1973)
 DN1193
 DN1193                         *CURRENT SURVEY CONTROL
 DN1193  ___________________________________________________________________
 DN1193* NAD 83(1993)-  33 45 17.13840(N)    096 32 04.72120(W)     ADJUSTED  
 DN1193* NAVD 88     -                                                        
 DN1193  ___________________________________________________________________
 DN1193  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DN1193  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DN1193
 DN1193  HORZ ORDER  -  THIRD
 DN1193
 DN1193.The horizontal coordinates were established by classical geodetic methods
 DN1193.and adjusted by the National Geodetic Survey in February 1996..
 DN1193
 DN1193
 DN1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1193
 DN1193.The geoid height was determined by GEOID03.
 DN1193
 DN1193;                    North         East     Units Scale Factor Converg.
 DN1193;SPC TXNC     - 2,233,258.728   782,068.905   MT  0.99994777   +1 04 18.8
 DN1193;SPC TXNC     - 7,326,949.68  2,565,837.73   sFT  0.99994777   +1 04 18.8
 DN1193;UTM  14      - 3,737,695.614   728,349.554   MT  1.00024287   +1 22 13.6
 DN1193
 DN1193                          SUPERSEDED SURVEY CONTROL
 DN1193
 DN1193  NAD 83(1993)-  33 45 17.13938(N)    096 32 04.72044(W) AD(       ) 4
 DN1193  NAD 83(1986)-  33 45 17.14436(N)    096 32 04.71329(W) AD(       ) 4
 DN1193  NAD 27      -  33 45 16.77000(N)    096 32 03.74200(W) AD(       ) 3
 DN1193
 DN1193.Superseded values are not recommended for survey control.
 DN1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1193.See file dsdata.txt to determine how the superseded data were derived.
 DN1193
 DN1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2835037696(NAD 83)
 DN1193_MARKER: 53 = ELEVATED TANK
 DN1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1193+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 DN1193
 DN1193  HISTORY     - Date     Condition        Report By
 DN1193  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1193  HISTORY     - 19990213 GOOD             USPSQD
 DN1193  HISTORY     - 20020814 GOOD             USPSQD
 DN1193  HISTORY     - 20040817 GOOD             USPSQD
 DN1193
 DN1193                          STATION DESCRIPTION
 DN1193
 DN1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1193'THE STATION IS LOCATED IN THE EAST CENTER PART OF DENISON,
 DN1193'NEAR MAINE AND HOUSTON STREETS.
 DN1193'
 DN1193'THE TANK IS A STEEL TANK WITH A CONICAL TOP AND PAINTED SILVER,
 DN1193'MOUNTED ON A FOUR LEGGED STEEL STRUCTURE THAT IS ON TOP OF
 DN1193'A BUILDING.  THE TANK IS ABOUT 75 FEET HIGH.  THE CENTER
 DN1193'OF THE TANK WAS INTERSECTED.
 DN1193
 DN1193                          STATION RECOVERY (1999)
 DN1193
 DN1193'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1193'RECOVERED IN GOOD CONDITION.
 DN1193
 DN1193                          STATION RECOVERY (2002)
 DN1193
 DN1193'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 DN1193'RECOVERED IN GOOD CONDITION.
 DN1193
 DN1193                          STATION RECOVERY (2004)
 DN1193
 DN1193'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 DN1193'THIS IS A STEEL TANK WITH A CONICAL TOP, PAINTED SILVER, AND STANDS ON
 DN1193'FOUR LEGS.  THE TANK STANDS ON THE GROUND AND EXTENDS APPROXIMATELY 75
 DN1193'FEET ABOVE AN ADJACENT TWO STORY BUILDING AND IS LOCATED IN A PARKING
 DN1193'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1482 ***********************************************************************
 AE1482  DESIGNATION -  DENNISON BUTANE CO MAST
 AE1482  PID         -  AE1482
 AE1482  STATE/COUNTY-  TX/HIDALGO
 AE1482  USGS QUAD   -  DONNA (1983)
 AE1482
 AE1482                         *CURRENT SURVEY CONTROL
 AE1482  ___________________________________________________________________
 AE1482* NAD 83(1993)-  26 09 51.86132(N)    098 01 06.56141(W)     ADJUSTED  
 AE1482* NAVD 88     -                                                        
 AE1482  ___________________________________________________________________
 AE1482  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 AE1482  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AE1482
 AE1482  HORZ ORDER  -  THIRD
 AE1482
 AE1482.The horizontal coordinates were established by classical geodetic methods
 AE1482.and adjusted by the National Geodetic Survey in February 1996..
 AE1482
 AE1482
 AE1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1482
 AE1482.The geoid height was determined by GEOID03.
 AE1482
 AE1482;                    North         East     Units Scale Factor Converg.
 AE1482;SPC TX S     - 5,055,238.912   348,140.363   MT  1.00000057   +0 13 07.0
 AE1482;SPC TX S     -16,585,396.33  1,142,190.51   sFT  1.00000057   +0 13 07.0
 AE1482;UTM  14      - 2,894,261.470   598,093.127   MT  0.99971880   +0 25 58.2
 AE1482
 AE1482                          SUPERSEDED SURVEY CONTROL
 AE1482
 AE1482  NAD 83(1986)-  26 09 51.86825(N)    098 01 06.52350(W) AD(       ) 4
 AE1482  NAD 27      -  26 09 50.59966(N)    098 01 05.50645(W) AD(       ) 3
 AE1482
 AE1482.Superseded values are not recommended for survey control.
 AE1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1482.See file dsdata.txt to determine how the superseded data were derived.
 AE1482
 AE1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP9809394261(NAD 83)
 AE1482_MARKER: 42 = RADIO/TV MAST
 AE1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1482+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AE1482
 AE1482  HISTORY     - Date     Condition        Report By
 AE1482  HISTORY     - 1974     FIRST OBSERVED   NGS
 AE1482  HISTORY     - 20040206 GOOD             GEOCAC
 AE1482
 AE1482                          STATION DESCRIPTION
 AE1482
 AE1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1482'THE STATION, DENNISON BUTANE COMPANY RADIO MAST, IS THE CENTER OF THE
 AE1482'TOP OF A 175 FEET HIGH, STEEL, GUYED MAST THAT IS PAINTED
 AE1482'ALTERNATELY RED AND WHITE AND HAS A RED LIGHT MOUNTED ATOP IT.
 AE1482'
 AE1482'IT IS 0.3 MILE EAST OF THE EAST CITY LIMITS OF DONNA, ABOUT 0.2 MILE
 AE1482'WEST OF A PAVED ROAD AND ABOUT 300 FEET NORTH OF THE CENTER OF
 AE1482'BUSINESS U.S. HIGHWAY 83.
 AE1482
 AE1482                          STATION RECOVERY (2004)
 AE1482
 AE1482'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AE1482'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2723 ***********************************************************************
 BY2723  DESIGNATION -  DENSON
 BY2723  PID         -  BY2723
 BY2723  STATE/COUNTY-  TX/ANDERSON
 BY2723  USGS QUAD   -  PERCILLA (1982)
 BY2723
 BY2723                         *CURRENT SURVEY CONTROL
 BY2723  ___________________________________________________________________
 BY2723* NAD 83(1993)-  31 34 31.20894(N)    095 24 35.46139(W)     ADJUSTED  
 BY2723* NAVD 88     -       168.33   (+/-2cm)     552.3    (feet)  VERTCON   
 BY2723  ___________________________________________________________________
 BY2723  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BY2723  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY2723
 BY2723  HORZ ORDER  -  FIRST
 BY2723  VERT ORDER  -  THIRD ? (See Below)
 BY2723
 BY2723.The horizontal coordinates were established by classical geodetic methods
 BY2723.and adjusted by the National Geodetic Survey in February 1996..
 BY2723
 BY2723.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2723.The vertical order pertains to the NGVD 29 superseded value.
 BY2723
 BY2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2723
 BY2723.The geoid height was determined by GEOID03.
 BY2723
 BY2723;                    North         East     Units Scale Factor Converg.
 BY2723;SPC TX C     - 3,221,930.463 1,167,182.410   MT  0.99993177   +2 32 09.2
 BY2723;SPC TX C     -10,570,616.86  3,829,330.96   sFT  0.99993177   +2 32 09.2
 BY2723;UTM  15      - 3,495,885.699   271,303.205   MT  1.00024512   -1 15 44.6
 BY2723
 BY2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2723!SPC TX C     -   0.99997777  x   0.99993177  =   0.99990954
 BY2723!UTM  15      -   0.99997777  x   1.00024512  =   1.00022288
 BY2723
 BY2723|---------------------------------------------------------------------|
 BY2723| PID    Reference Object                     Distance      Geod. Az  |
 BY2723|                                                           dddmmss.s |
 BY2723| CV8366 DENSON RM 1                          19.330 METERS 13109     |
 BY2723| CV8365 DENSON AZ MK                                       1444205.6 |
 BY2723| CV8367 DENSON RM 2                          19.145 METERS 20512     |
 BY2723| BY2762 GRAPELAND MUNICIPAL TANK            APPROX.11.2 KM 2151932.0 |
 BY2723|---------------------------------------------------------------------|
 BY2723
 BY2723                          SUPERSEDED SURVEY CONTROL
 BY2723
 BY2723  NAD 83(1986)-  31 34 31.21979(N)    095 24 35.44716(W) AD(       ) 1
 BY2723  NAD 27      -  31 34 30.58000(N)    095 24 34.63100(W) AD(       ) 1
 BY2723  NGVD 29 (07/19/86)  168.34   (m)          552.3    (f) LEVELING    3  
 BY2723
 BY2723.Superseded values are not recommended for survey control.
 BY2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2723.See file dsdata.txt to determine how the superseded data were derived.
 BY2723
 BY2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7130395886(NAD 83)
 BY2723_MARKER: DS = TRIANGULATION STATION DISK
 BY2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2723
 BY2723  HISTORY     - Date     Condition        Report By
 BY2723  HISTORY     - 1942     MONUMENTED       CGS
 BY2723
 BY2723                          STATION DESCRIPTION
 BY2723
 BY2723'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2723'STATION IS 5.25 MILES SE OF SLOCUM, ON THE HOUSTON-ANDERSON
 BY2723'COUNTY LINE AND ON THE HIGHEST PART OF A HILL KNOWN LOCALLY
 BY2723'AS HOUSTON MOUND.  IT IS 32 FEET N OF THE CENTER LINE OF AN
 BY2723'E-W ROAD, 12 FEET N OF THE RIGHT-OF-WAY FENCE AND 16 FEET
 BY2723'NW OF A WHITE REFERENCE POST.  IT IS STAMPED DENSON 1942, AND
 BY2723'PROJECTS ABOUT 5 INCHES.
 BY2723'
 BY2723'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2723'BRONZE DISKS SET IN CONCRETE.
 BY2723'
 BY2723'REFERENCE MARK NO. 1 IS SE OF THE STATION, 21 FEET S OF THE
 BY2723'CENTER LINE OF THE ROAD AND 3.5 FEET S OF THE RIGHT-OF-WAY
 BY2723'FENCE.  IT IS STAMPED DENSON NO. 1 1942, AND PROJECTS 6 INCHES.
 BY2723'
 BY2723'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 17 FEET S OF THE
 BY2723'CENTER LINE OF THE ROAD AND 4 FEET S OF THE RIGHT-OF-WAY
 BY2723'FENCE.  IT IS STAMPED DENSON NO. 2 1942, AND PROJECTS 2 INCHES.
 BY2723'
 BY2723'THE AZIMUTH MARK IS ABOUT 0.4 MILE SE BY S OF THE STATION,
 BY2723'25 YARDS NE OF A HOUSE, 19 FEET W OF THE CENTER LINE OF A
 BY2723'T-ROAD INTERSECTION, 1 FOOT E OF THE RIGHT-OF-WAY FENCE AND
 BY2723'2.5 FEET N OF A WHITE REFERENCE POST.  IT IS STAMPED DENSON
 BY2723'1942, AND PROJECTS ABOUT 6 INCHES.
 BY2723'
 BY2723'TO REACH FROM SLOCUM AT THE INTERSECTION OF STATE HIGHWAY
 BY2723'294 AND THE GRADED ROAD LEADING S TO PERCILLA, GO S ON THE
 BY2723'PERCILLA ROAD FOR 1.55 MILES AND TAKE A LEFT FORK, GO 4.15
 BY2723'MILES AND TURN RIGHT, W, AT A COUNTRY STORE (TO REACH THE
 BY2723'AZIMUTH MARK KEEP STRAIGHT AHEAD FOR 0.35 MILE TO THE MARK ON THE
 BY2723'RIGHT), GO W FOR 0.25 MILE TO THE TOP OF A HILL AND THE STATION
 BY2723'ON THE N SIDE OF THE ROAD.
 BY2723'
 BY2723'A 90-FOOT SIGNAL AT CAMP IS VISIBLE AT 50 FEET.
 BY2723'
 BY2723'90-FOOT SIGNALS AT CROCKETT AND LUCE ARE VISIBLE AT 37 FEET.
 BY2723'
 BY2723'64-FOOT SIGNALS AT BIRD AND WECHES ARE VISIBLE AT 37 FEET.
 BY2723'
 BY2723'A 4-FOOT SIGNAL AT SLOAN IS VISIBLE AT 37 FEET.
 BY2723'
 BY2723'A 103-FOOT SIGNAL AT CENTER IS VISIBLE AT 37 FEET.  WITH A
 BY2723'SMALL AMOUNT OF CLEARING A 64-FOOT SIGNAL AT WECHES AND A
 BY2723'4-FOOT SIGNAL AT SLOAN ARE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1095 ***********************************************************************
 CT1095  DESIGNATION -  DENTON
 CT1095  PID         -  CT1095
 CT1095  STATE/COUNTY-  TX/CALLAHAN
 CT1095  USGS QUAD   -  EULA (1984)
 CT1095
 CT1095                         *CURRENT SURVEY CONTROL
 CT1095  ___________________________________________________________________
 CT1095* NAD 83(1993)-  32 16 24.83230(N)    099 33 22.15224(W)     ADJUSTED  
 CT1095* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 CT1095  ___________________________________________________________________
 CT1095  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 CT1095  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CT1095
 CT1095  HORZ ORDER  -  SECOND
 CT1095
 CT1095.The horizontal coordinates were established by classical geodetic methods
 CT1095.and adjusted by the National Geodetic Survey in February 1996..
 CT1095
 CT1095.The orthometric height was scaled from a topographic map.
 CT1095
 CT1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1095
 CT1095.The geoid height was determined by GEOID03.
 CT1095
 CT1095;                    North         East     Units Scale Factor Converg.
 CT1095;SPC TXNC     - 2,067,800.419   500,503.446   MT  0.99996411   -0 34 33.7
 CT1095;SPC TXNC     - 6,784,108.54  1,642,068.39   sFT  0.99996411   -0 34 33.7
 CT1095;UTM  14      - 3,570,894.647   447,624.554   MT  0.99963383   -0 17 49.1
 CT1095
 CT1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1095!SPC TXNC     -   0.99989874  x   0.99996411  =   0.99986285
 CT1095!UTM  14      -   0.99989874  x   0.99963383  =   0.99953260
 CT1095
 CT1095|---------------------------------------------------------------------|
 CT1095| PID    Reference Object                     Distance      Geod. Az  |
 CT1095|                                                           dddmmss.s |
 CT1095| CX7084 DENTON RM 1                          13.286 METERS 02903     |
 CT1095| CT0599 UNIT AZ MK                          APPROX. 2.0 KM 1044310.2 |
 CT1095| CX7085 DENTON RM 2                          13.352 METERS 19004     |
 CT1095| CX7083 DENTON AZ MK                                       2423909.9 |
 CT1095| CT1094 CONNEL USGS 1961                    135.755 METERS 27447     |
 CT1095| CT1099 POTOSI COM ENGR RADIO MAST          APPROX. 8.4 KM 2784043.0 |
 CT1095|---------------------------------------------------------------------|
 CT1095
 CT1095                          SUPERSEDED SURVEY CONTROL
 CT1095
 CT1095  NAD 83(1986)-  32 16 24.83854(N)    099 33 22.13967(W) AD(       ) 2
 CT1095  NAD 27      -  32 16 24.37120(N)    099 33 20.86040(W) AD(       ) 2
 CT1095
 CT1095.Superseded values are not recommended for survey control.
 CT1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1095.See file dsdata.txt to determine how the superseded data were derived.
 CT1095
 CT1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4762570895(NAD 83)
 CT1095_MARKER: DS = TRIANGULATION STATION DISK
 CT1095_SETTING: 66 = SET IN ROCK OUTCROP
 CT1095
 CT1095  HISTORY     - Date     Condition        Report By
 CT1095  HISTORY     - 1961     MONUMENTED       CGS
 CT1095  HISTORY     - 1961     GOOD             CGS
 CT1095  HISTORY     - 19780517 MARK NOT FOUND   USGS
 CT1095
 CT1095                          STATION DESCRIPTION
 CT1095
 CT1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1095'THE STATION IS APPROXIMATELY 16 MILES SOUTHEAST OF ABILENE,
 CT1095'12-1/2 MILES SOUTHWEST OF BAIRD AND 1-1/2 MILES NORTHWEST
 CT1095'OF DENTON, ON THE EAST END OF A RIDGE IN PASTURE LAND OWNED
 CT1095'BY MR. J.O. CONNEL.
 CT1095'
 CT1095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 CT1095'36 AND FARM ROAD 604 IN DENTON, APPROXIMATELY 17 MILES SOUTHEAST
 CT1095'OF ABILENE, GO NORTH ON FARM ROAD 604 FOR 1.1 MILES TO ATLAS
 CT1095'SITE 3 ON THE LEFT.  CONTINUE NORTH, ON FARM ROAD 604 FOR 0.4
 CT1095'MILE TO WHERE ROAD 604 BEARS TO THE RIGHT AND A GRAVELED
 CT1095'ROAD STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, NORTH, ON
 CT1095'GRAVELED ROAD FOR 0.1 MILE TO A T-INTERSECTION.  TURN LEFT,
 CT1095'WEST, ON GRAVELED ROAD FOR 1.3 MILES TO A SIDE ROAD ON THE LEFT
 CT1095'LEADING TO A FARM.  TURN LEFT, SOUTH, ON THE FARM ROAD FOR 0.35
 CT1095'MILE TO FARM HOUSE ON THE RIGHT AND A GATE STRAIGHT AHEAD.
 CT1095'PASS THROUGH THE GATE, THEN BEAR RIGHT ON TRACK ROAD ALONG
 CT1095'FENCE FOR 0.05 MILE TO A GATE.  PASS THROUGH GATE AND GO
 CT1095'SOUTHWEST ON THE TRACK ROAD ACROSS PASTURE 0.05 MILE TO
 CT1095'A FORK.  BEAR LEFT, SOUTH, ON TRACK ROAD FOR 0.15 MILE TO TOP
 CT1095'OF HILL AT FEED BUNKS AND END OF THE TRACK ROAD.  BEAR LEFT,
 CT1095'EAST, ALONG TOP OF RIDGE FOR 0.05 MILE TO CONNEL USGS
 CT1095'MARK.  CONTINUE EAST, ACROSS PASTURE FOR 0.05 MILE TO THE
 CT1095'EAST END OF THE RIDGE AND THE STATION.
 CT1095'
 CT1095'STATION MARK, A STANDARD DISK STAMPED DENTON 1961, IS CEMENTED
 CT1095'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE
 CT1095'OF THE GROUND AND NEAR THE EAST END OF THE RIDGE.
 CT1095'
 CT1095'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DENTON NO 1 1961,
 CT1095'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 CT1095'THE SURFACE OF THE GROUND AND THE SAME ELEVATION AS THE STATION.
 CT1095'
 CT1095'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DENTON NO 2 1961,
 CT1095'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 CT1095'THE SURFACE OF THE GROUND AND THE SAME ELEVATION AS THE STATION.
 CT1095'
 CT1095'CONNEL 1955, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 CT1095'CONNEL 1955, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 CT1095'BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.
 CT1095'
 CT1095'AZIMUTH MARK, A STANDARD DISK STAMPED DENTON 1961, IS CEMENTED
 CT1095'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE
 CT1095'OF THE GROUND AND NEAR THE EAST SIDE OF THE RIDGE.  IT IS 2 FEET
 CT1095'SOUTHEAST OF A ROCK CAIRN.
 CT1095'
 CT1095'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 CT1095'AND SOUTH ALONG THE SOUTHEAST EDGE OF THE RIDGE FOR 0.3 MILE
 CT1095'TO THE AZIMUTH MARK.
 CT1095'
 CT1095'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT1095
 CT1095                          STATION RECOVERY (1961)
 CT1095
 CT1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1095'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CT1095'FOUND IN GOOD CONDITION.  THE TO REACH FOR THE STATION AND THE
 CT1095'AZIMUTH MARK WERE FOUND TO BE COMPLETELY ADEQUATE.  THE DIRECTIONS
 CT1095'AND MEASUREMENTS WERE CHECKED IN THE FIELD AND WERE ACCURATE.
 CT1095
 CT1095                          STATION RECOVERY (1978)
 CT1095
 CT1095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (DD)
 CT1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1173 ***********************************************************************
 DN1173  DESIGNATION -  DENTON
 DN1173  PID         -  DN1173
 DN1173  STATE/COUNTY-  TX/DENTON
 DN1173  USGS QUAD   -  LEWISVILLE EAST (1981)
 DN1173
 DN1173                         *CURRENT SURVEY CONTROL
 DN1173  ___________________________________________________________________
 DN1173* NAD 83(1993)-  33 00 13.84773(N)    096 59 50.68457(W)     ADJUSTED  
 DN1173* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 DN1173  ___________________________________________________________________
 DN1173  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 DN1173  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DN1173
 DN1173  HORZ ORDER  -  FIRST
 DN1173
 DN1173.The horizontal coordinates were established by classical geodetic methods
 DN1173.and adjusted by the National Geodetic Survey in February 1996..
 DN1173
 DN1173.The orthometric height was scaled from a topographic map.
 DN1173
 DN1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1173
 DN1173.The geoid height was determined by GEOID03.
 DN1173
 DN1173;                    North         East     Units Scale Factor Converg.
 DN1173;SPC TXNC     - 2,149,283.489   740,392.926   MT  0.99987297   +0 49 10.2
 DN1173;SPC TXNC     - 7,051,440.91  2,429,105.79   sFT  0.99987297   +0 49 10.2
 DN1173;UTM  14      - 3,653,494.646   687,080.884   MT  1.00003155   +1 05 28.0
 DN1173
 DN1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1173!SPC TXNC     -   0.99997770  x   0.99987297  =   0.99985067
 DN1173!UTM  14      -   0.99997770  x   1.00003155  =   1.00000925
 DN1173
 DN1173:                Primary Azimuth Mark                     Grid Az
 DN1173:SPC TXNC     -  LEWISVILLE MUNICIPAL TANK                001 04 51.8
 DN1173:UTM  14      -  LEWISVILLE MUNICIPAL TANK                000 48 34.0
 DN1173
 DN1173|---------------------------------------------------------------------|
 DN1173| PID    Reference Object                     Distance      Geod. Az  |
 DN1173|                                                           dddmmss.s |
 DN1173| DN1170 LEWISVILLE MUNICIPAL TANK           APPROX. 4.9 KM 0015402.0 |
 DN1173| CX9436 DENTON RM 1                          41.191 METERS 13224     |
 DN1173| CS2889 DENTON RM 5                         APPROX. 0.5 KM 1774110.0 |
 DN1173| DN1174 DENTON RM 3                          52.384 METERS 17935     |
 DN1173| CX9438 DENTON RM 4                                        20811     |
 DN1173| CX9437 DENTON RM 2                          34.848 METERS 21907     |
 DN1173| CX9435 DENTON AZ MK                                       2672859.4 |
 DN1173|---------------------------------------------------------------------|
 DN1173
 DN1173                          SUPERSEDED SURVEY CONTROL
 DN1173
 DN1173  NAD 83(1993)-  33 00 13.85003(N)    096 59 50.67185(W) AD(       ) 1
 DN1173  NAD 83(1986)-  33 00 13.85310(N)    096 59 50.66916(W) AD(       ) 1
 DN1173  NAD 27      -  33 00 13.41100(N)    096 59 49.64200(W) AD(       ) 1
 DN1173
 DN1173.Superseded values are not recommended for survey control.
 DN1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1173.See file dsdata.txt to determine how the superseded data were derived.
 DN1173
 DN1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8708153495(NAD 83)
 DN1173_MARKER: DS = TRIANGULATION STATION DISK
 DN1173_SETTING: 0 = UNSPECIFIED SETTING
 DN1173
 DN1173  HISTORY     - Date     Condition        Report By
 DN1173  HISTORY     - 1947     MONUMENTED       CGS
 DN1173  HISTORY     - 1955     MARK NOT FOUND   TXHD
 DN1173  HISTORY     - 1960     GOOD             CGS
 DN1173  HISTORY     - 1963     GOOD             CGS
 DN1173  HISTORY     - 19671121 GOOD             TXHD
 DN1173  HISTORY     - 1973     GOOD             NGS
 DN1173  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 DN1173
 DN1173                          STATION DESCRIPTION
 DN1173
 DN1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1173'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF GRAPEVINE AND
 DN1173'ABOUT 3 MILES SOUTH OF LEWISVILLE IN A FARM LOT OR GARDEN
 DN1173'NEAR HOUSE.  STATION IS 137.8 FEET NORTHWEST OF WHITE WITNESS
 DN1173'POST, 110 FEET NORTH OF THE APPROXIMATE CENTERLINE OF GRAVEL
 DN1173'ROAD, 36.5 FEET WEST OF A FRAME HOUSE AND 17 FEET WEST OF
 DN1173'APPROXIMATE CENTERLINE OF PRIVATE DRIVEWAY.  THE MARK IS ABOUT
 DN1173'10 INCHES BELOW GROUND LEVEL AND THE DISK IS STAMPED DENTON
 DN1173'1947.
 DN1173'
 DN1173'REFERENCE MARK NO. 1 IS 135.14 FEET SOUTHEAST OF STATION,
 DN1173'19 FEET NORTH OF APPROXIMATE CENTERLINE OF GRAVEL ROAD, 2.5
 DN1173'FEET NORTHWEST OF WHITE WITNESS POST AND 2 FEET WEST OF A
 DN1173'FENCECORNER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 DN1173'IS STAMPED DENTON NO 1 1947.
 DN1173'
 DN1173'REFERENCE MARK NO. 2 IS 114.33 FEET SOUTHWEST OF STATION,
 DN1173'20 FEET NORTH OF APPROXIMATE CENTERLINE OF GRAVEL ROAD AND 2
 DN1173'FEET NORTH OF A POWER LINE POLE.  THE MARK PROJECTS ABOUT
 DN1173'2 INCHES AND THE DISK, A STANDARD U.S.E.D. B.M., IS STAMPED REF.
 DN1173'
 DN1173'AZIMUTH MARK IS 0.2 MILE WEST OF STATION, 17 FEET NORTH
 DN1173'OF APPROXIMATE CENTERLINE OF GRAVEL ROAD, 2.7 FEET EAST OF WHITE
 DN1173'WITNESS POST AND 0.6 FEET NORTH OF A FENCE.  THE MARK PROJECTS
 DN1173'ABOUT 2 INCHES AND THE DISK IS STAMPED DENTON 1947.
 DN1173'
 DN1173'TO REACH STATION FROM TRAFFIC LIGHT IN LEWISVILLE GO SOUTH
 DN1173'ON U.S. HIGHWAY NO. 77 FOR 0.7 MILE TO JUNCTION OF U.S. HIGHWAY
 DN1173'NO. 77 AND STATE ROUTE NO. 121.  BEAR RIGHT ON STATE ROUTE
 DN1173'NO. 121 AND GO SOUTH 2.2 MILES TO GRAVEL ROAD RIGHT.  TURN
 DN1173'RIGHT AND GO 0.3 MILE WEST TO STATION ON RIGHT AT FARM HOUSE
 DN1173'AS DESCRIBED.
 DN1173'
 DN1173'TO REACH AZIMUTH FROM STATION CONTINUE WEST ON GRAVEL ROAD
 DN1173'FOR 0.2 MILE TO AZIMUTH ON RIGHT OR NORTH OF ROAD AS DESCRIBED.
 DN1173'
 DN1173'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 DN1173
 DN1173                          STATION RECOVERY (1955)
 DN1173
 DN1173'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (HWH)
 DN1173'THIS STATION WAS SET UNDERGROUND.  THE FARMER IN WHOSE GARDEN
 DN1173'THIS MARKER WAS SET TRIED TO HELP IN LOCATING THE MARKER
 DN1173'BUT IT WAS NOT FOUND.  IT IS STILL IN PLACE ACCORDING TO THE
 DN1173'FARMER.  REFERENCE MARKER 1 WAS FOUND IN GOOD CONDITION BUT
 DN1173'REFERENCE MARKER 2 WAS NOT FOUND BUT IN THE SAME AREA
 DN1173'THERE WAS A USE REFERENCE MARKER.
 DN1173
 DN1173                          STATION RECOVERY (1960)
 DN1173
 DN1173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DN1173'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1173'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1173'TO STATION SITE ARE CORRECT.  THIS STATION IS BURIED ABOUT
 DN1173'TWO FEET.
 DN1173
 DN1173                          STATION RECOVERY (1963)
 DN1173
 DN1173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 DN1173'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 DN1173'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ALL
 DN1173'DISTANCES AS REFERENCE TO THE MARKS STILL APPLY AS DESCRIBED
 DN1173'IN THE ORIGINAL DESCRIPTION.  THE TO REACH THE STATION IS AS
 DN1173'FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY 77 (INTERSTATE
 DN1173'35) AND STATE HIGHWAY 121 JUST EAST OF LEWISVILLE, GO SOUTH
 DN1173'ON STATE HIGHWAY 121 FOR 1.8 MILES TO A CROSSROAD.  (THIS
 DN1173'CROSSROAD IS 0.1 NORTH OF A Y-ROAD FORK.) TURN RIGHT, WEST,
 DN1173'GO 0.25 MILE TO THE FIRST FARM HOUSE AND THE STATION ON THE
 DN1173'RIGHT.  CONTINUE WEST ON THE GRAVEL ROAD 0.2 MILE TO AZIMUTH
 DN1173'MARK ON THE RIGHT.
 DN1173
 DN1173                          STATION RECOVERY (1967)
 DN1173
 DN1173'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1967 (SSG)
 DN1173'RECOVERED IN GOOD CONDITION.
 DN1173
 DN1173                          STATION RECOVERY (1973)
 DN1173
 DN1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 DN1173'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND
 DN1173'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND 2 WERE FOUND
 DN1173'TO HAVE BEEN DESTROYED.
 DN1173'
 DN1173'THE LINE OF SIGHT TO THE AZIMUTH MARK IS BLOCKED BY HOUSE
 DN1173'ON LINE.
 DN1173'
 DN1173'THE STATION MARK IS LOCATED IN GARDEN PLOT AND DURING THE
 DN1173'SUMMER MONTHS OR GARDENING SEASON THE MARK IS NOT ACCESSIBLE.
 DN1173'REFERENCE MARK NO. 3 WAS ESTABLISHED ON ROAD RIGHT-OF-WAY
 DN1173'AND A TRAVERSE TIE WAS MADE BETWEEN THE TWO MARKS.  (SEE
 DN1173'DESCRIPTION FOR DENTON 1947 R.M. 3 1973 FOR FUTURE USE)
 DN1173'
 DN1173'REFERENCE MARKS 3, 4 AND 5 WERE ESTABLISHED AT THIS TIME AND
 DN1173'POLARIS WAS OBSERVED.
 DN1173'
 DN1173'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DN1173'
 DN1173'THE STATION IS LOCATED IN GARDEN PLOT OF LAND OWNED BY MR.
 DN1173'ROY R. TURNER WHO LIVES IN HOUSE JUST EAST OF THE STATION.
 DN1173'IT IS ABOUT 5 MILES NORTHEAST OF GRAPEVINE, 5 MILES SOUTHEAST
 DN1173'OF FLOWER MOUND AND 3 MILES SOUTH OF LEWISVILLE.
 DN1173'
 DN1173'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 77
 DN1173'(I.S.35E) AND STATE HWY. 121 IN LEWISVILLE, GO SOUTH ON STATE
 DN1173'HWY. 121 FOR 1.8 MILES TO THE JUNCTION OF FARM ROAD 3040.
 DN1173'(TO REACH R.M. NO. 5 FROM THE INTERSECTION, CONTINUE STRAIGHT
 DN1173'AHEAD SOUTHERLY ON STATE HWY. 121 FOR 0.4 MILE TO MARK ON THE
 DN1173'RIGHT) TURN RIGHT AND GO WEST ON FARM ROAD 3040 FOR 0.25 MILE
 DN1173'TO STATION ON THE RIGHT AND DRIVE-WAY ON THE RIGHT LEADING
 DN1173'TO HOUSE, WHICH IS JUST WEST OF TRAILER PARK.
 DN1173'
 DN1173'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 DN1173'SQUARE CONCRETE POST, THAT IS ABOUT 12-INCHES BELOW THE SURFACE
 DN1173'OF THE GROUND AND IS STAMPED DENTON 1947.  IT IS 72 FEET
 DN1173'NORTH OF THE SOUTHEAST CORNER OF GARDEN, 38 FEET WEST-NORTHWEST
 DN1173'OF THE SOUTHWEST CORNER OF HOUSE, 51 FEET SOUTHWEST OF THE
 DN1173'NORTHWEST CORNER OF HOUSE, 40 FEET NORTH-NORTHWEST OF
 DN1173'TELEPHONE POLE, 7.8 FEET WEST OF FENCE AND HEDGE-ROW AND
 DN1173'7.4 FEET WEST OF AN IRON-ROD, THAT PROJECTS ABOUT 2-INCHES,
 DN1173'WHICH IS IN FENCE-LINE OR HEDGE-ROW AND IS USED BY THE
 DN1173'PROPERTY OWNER FOR RECOVERY OF THE MARK.
 DN1173'
 DN1173'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF
 DN1173'A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND THE
 DN1173'DISK IS STAMPED DENTON 1947 NO 3 1973.  IT IS 64 FEET
 DN1173'SOUTH-SOUTHWEST OF THE DRIVEWAY TO MR. TURNERS HOUSE, 52 FEET
 DN1173'SOUTH OF THE CENTER OF ROAD, 79 FEET EAST OF A HI-LINE POLE,
 DN1173'WHICH IS A BRACE POLE FOR THE MAIN HI-LINE, 2 FEET NORTH OF
 DN1173'THE FENCE-LINE AND 3 FEET NORTHEAST OF A METAL WITNESS POST.
 DN1173'
 DN1173'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF
 DN1173'A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS
 DN1173'STAMPED DENTON 1947 NO 4 1973.  IT IS 51 FEET SOUTH OF THE
 DN1173'CENTER OF ROAD, 14 FEET WEST OF A HI-LINE POLE, WHICH IS A
 DN1173'BRACE POLE FOR THE MAIN HI-LINE, 2 FEET NORTH OF THE FENCE-LINE
 DN1173'AND 1.4 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 DN1173'
 DN1173'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A
 DN1173'ROUND CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS
 DN1173'STAMPED DENTON 1947 NO 5 1973.  IT IS 120 FEET EAST-NORTHEAST
 DN1173'OF A FENCE-CORNER, 48 FEET NORTH-NORTHWEST OF THE CENTER-LINE OF
 DN1173'STATE HWY. 121, 4 FEET EAST-NORTHEAST OF A HI-LINE POLE,
 DN1173'2.6 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND 1-FOOT
 DN1173'SOUTH OF THE FENCE-LINE.
 DN1173'
 DN1173'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LEWISVILLE
 DN1173'3-MILES SOUTH
 DN1173
 DN1173                          STATION RECOVERY (1995)
 DN1173
 DN1173'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1323 ***********************************************************************
 DN1323  DESIGNATION -  DENTON 7
 DN1323  PID         -  DN1323
 DN1323  STATE/COUNTY-  TX/DENTON
 DN1323  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN1323
 DN1323                         *CURRENT SURVEY CONTROL
 DN1323  ___________________________________________________________________
 DN1323* NAD 83(1993)-  33 04 34.77093(N)    097 01 25.88383(W)     ADJUSTED  
 DN1323* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 DN1323  ___________________________________________________________________
 DN1323  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 DN1323  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DN1323
 DN1323  HORZ ORDER  -  FIRST
 DN1323
 DN1323.The horizontal coordinates were established by classical geodetic methods
 DN1323.and adjusted by the National Geodetic Survey in February 1996..
 DN1323
 DN1323.The orthometric height was scaled from a topographic map.
 DN1323
 DN1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1323
 DN1323.The geoid height was determined by GEOID03.
 DN1323
 DN1323;                    North         East     Units Scale Factor Converg.
 DN1323;SPC TXNC     - 2,157,284.902   737,809.366   MT  0.99987272   +0 48 18.3
 DN1323;SPC TXNC     - 7,077,692.22  2,420,629.56   sFT  0.99987272   +0 48 18.3
 DN1323;UTM  14      - 3,661,484.895   684,458.875   MT  1.00001953   +1 04 43.7
 DN1323
 DN1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1323!SPC TXNC     -   0.99997643  x   0.99987272  =   0.99984915
 DN1323!UTM  14      -   0.99997643  x   1.00001953  =   0.99999596
 DN1323
 DN1323|---------------------------------------------------------------------|
 DN1323| PID    Reference Object                     Distance      Geod. Az  |
 DN1323|                                                           dddmmss.s |
 DN1323| CX9444 DENTON 7 RM 1                         8.560 METERS 04603     |
 DN1323| CX9443 DENTON 7 RM                           4.346 METERS 14023     |
 DN1323| CX9445 DENTON 7 RM 3                                      15937     |
 DN1323| CX9442 DENTON 7 AZ MK                                     2085630.7 |
 DN1323| DN1325 DALLAS WICHITA AIRWAY BEACON 1      APPROX. 2.6 KM 2952411.7 |
 DN1323|---------------------------------------------------------------------|
 DN1323
 DN1323                          SUPERSEDED SURVEY CONTROL
 DN1323
 DN1323  NAD 83(1993)-  33 04 34.77341(N)    097 01 25.87263(W) AD(       ) 1
 DN1323  NAD 83(1986)-  33 04 34.77616(N)    097 01 25.86899(W) AD(       ) 1
 DN1323  NAD 27      -  33 04 34.34200(N)    097 01 24.83700(W) AD(       ) 1
 DN1323
 DN1323.Superseded values are not recommended for survey control.
 DN1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1323.See file dsdata.txt to determine how the superseded data were derived.
 DN1323
 DN1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8445961485(NAD 83)
 DN1323_MARKER: DD = SURVEY DISK
 DN1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1323
 DN1323  HISTORY     - Date     Condition        Report By
 DN1323  HISTORY     - 1947     MONUMENTED       USE
 DN1323  HISTORY     - 1955     GOOD             TXHD
 DN1323  HISTORY     - 1966     GOOD             CGS
 DN1323  HISTORY     - 1973     GOOD             NGS
 DN1323  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN1323  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN1323
 DN1323                          STATION DESCRIPTION
 DN1323
 DN1323'DESCRIBED BY US ENGINEERS 1947 (FRG)
 DN1323'LOCATED ABOUT 3-1/2 MILES SOUTH OF LAKE DALLAS AND 2-1/2
 DN1323'MILES NORTHWEST OF LEWISVILLE.  IT IS ABOUT 75 YARDS NORTHEAST
 DN1323'OF A FARM HOUSE, 6 FEET NORTH OF GARDEN FENCE LINE AND 15
 DN1323'FEET NORTHWEST OF THE NORTHEAST FENCE CORNER OF GARDEN LOT.
 DN1323'THE MARK IS ABOUT 10 INCHES BELOW THE SURFACE, AND THE STANDARD
 DN1323'BRONZE UNITED STATES ENGINEERING DEPARTMENT DISC HAS DENTON
 DN1323'7 STAMPED ON IT.  MARK IS SET IN A 12 BY 12 INCH CONCRETE
 DN1323'BLOCK.
 DN1323'
 DN1323'REFERENCE MARK NO. 1 IS 28.25 FEET EAST OF STATION AND IN
 DN1323'THE WEST FENCE LINE OF A CULTIVATED FIELD.  THE MARK PROJECTS
 DN1323'6 INCHES AND THE DISC IS STAMPED DENTON NO 7 NO 1 1947.
 DN1323'
 DN1323'REFERENCE MARK IS A STANDARD UNITED STATES ENGINEERING DEPARTMENT
 DN1323'BRONZE DISC, STAMPED DENTON 1.  IT IS SET IN A 12 BY 12
 DN1323'INCH CONCRETE BLOCK FLUSH WITH THE GROUND.  LOCATED 14.25
 DN1323'FEET SOUTHEAST OF STATION, AND IN THE NORTHEAST CORNER OF
 DN1323'THE SMALL GARDEN PLOT EAST OF THE FARM HOUSE.
 DN1323'
 DN1323'AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF STATION, 25 FEET SOUTH
 DN1323'OF CENTERLINE OF THE EAST-WEST ROAD, 29 FEET EAST OF THE
 DN1323'CENTERLINE OF NORTH-SOUTH ROAD, 11 FEET EAST OF TELEPHONE
 DN1323'POLE AND 3.8 FEET EAST OF WITNESS POST.  THE MARK PROJECTS
 DN1323'2 INCHES AND THE DISK IS STAMPED DENTON NO 7 1947.
 DN1323'
 DN1323'STATION WAS REACHED FROM THE TRAFFIC LIGHT IN LEWISVILLE
 DN1323'BY GOING NORTH 0.2 MILE, THENCE LEFT OR WEST ON GRAVEL ROAD
 DN1323'FOR 1.35 MILE TO T-INTERSECTION OF ROADS.  TURN RIGHT OR
 DN1323'SOUTH AND GO NORTH AND WEST FOR 0.95 MILE TO ROAD INTERSECTION.
 DN1323'THEN NORTH FOR 1.1 MILE TO ROAD INTERSECTION AND AZIMUTH
 DN1323'MARK IN THE NORTHEAST CORNER OF THE INTERSECTION.  CONTINUE
 DN1323'NORTH FOR 0.25 MILE TO FARM DRIVE-WAY ON THE RIGHT.  TURN
 DN1323'RIGHT OR EAST UP DRIVE TO FARM HOUSE AND STATION SITE EAST
 DN1323'OF FARM HOUSE.
 DN1323'
 DN1323'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 DN1323
 DN1323                          STATION RECOVERY (1955)
 DN1323
 DN1323'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (HWH)
 DN1323'THIS STATION WAS RECOVERED IN GOOD CONDITION.  IT WAS FOUND
 DN1323'ABOUT 1-1/2 FEET UNDERGROUND.  THERE WAS ONE USCGS REFERENCE
 DN1323'MARKER AND ONE USE REFERENCE MARKER.
 DN1323
 DN1323                          STATION RECOVERY (1966)
 DN1323
 DN1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 DN1323'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 DN1323'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR
 DN1323'BUT NOT FOUND.  IT IS BELIEVED THE MARK WAS DESTROYED WHEN
 DN1323'IMPROVEMENTS WERE MADE ALONG F.M. HIGHWAY 407.
 DN1323'
 DN1323'AN ALTERNATE ROUTE TO REACH STATION IS AS FOLLOWS--TO REACH
 DN1323'STATION FROM THE LEWISVILLE STATE BANK IN LEWISVILLE, GO
 DN1323'WEST 0.7 MILE TO INTERSTATE HIGHWAY 35.  TURN RIGHT ONTO
 DN1323'INTERSTATE HIGHWAY 35, GO 1.8 MILES TO F.M. HIGHWAY 407.  TURN
 DN1323'LEFT, AND FOLLOW F.M. HIGHWAY 407 FOR 0.4 MILE TO A CROSSROAD.
 DN1323'TURN RIGHT, NORTH, GO 0.35 MILE TO A PRIVATE DRIVEWAY ON
 DN1323'THE RIGHT.  TURN RIGHT AND FOLLOW THE DRIVEWAY FOR 0.15
 DN1323'MILE TO HOUSE AND STATION.
 DN1323'
 DN1323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 DN1323'NORTHWEST OF LEWISVILLE.
 DN1323
 DN1323                          STATION RECOVERY (1973)
 DN1323
 DN1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 DN1323'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DN1323'AND FOUND IN GOOD CONDITION.  AZIMUTH MARK WAS FOUND TO HAVE
 DN1323'BEEN DESTROYED.
 DN1323'
 DN1323'A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO
 DN1323'THE REFERENCE MARKS.
 DN1323'
 DN1323'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME.
 DN1323'
 DN1323'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DN1323'
 DN1323'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH-NORTHWEST
 DN1323'OF LEWISVILLE, AND ABOUT 1/2 MILE NORTH-NORTHWEST OF THE
 DN1323'JUNCTION OF U.S. HWY. 77 (I.S. 35E) AND FARM ROAD 407.
 DN1323'
 DN1323'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 77 (I.S.
 DN1323'35E) AND FARM ROAD 407, GO WEST ON FARM ROAD 407 FOR 0.15
 DN1323'MILE TO REFERENCE MARK NO. 3 ON THE RIGHT.  CONTINUE WEST
 DN1323'ON FARM ROAD 407 FOR 0.9 MILE TO CROSSROADS.  TURN RIGHT
 DN1323'AND GO NORTH ON SURFACE ROAD FOR 0.75 MILE TO DRIVE-WAY
 DN1323'ON THE RIGHT.  TURN RIGHT AND GO EAST ON DRIVE-WAY FOR 0.1 MILE
 DN1323'TO FARM HOUSE AND STATION.
 DN1323'
 DN1323'STATION MARK IS A U.S. ENGINEERS SURVEY DISK, SET IN CONCRETE
 DN1323'THAT IS ABOUT 12-INCHES BELOW THE SURFACE OF THE GROUND AND
 DN1323'IS STAMPED DENTON 7.  IT IS 144 FEET EAST OF THE NORTHEAST
 DN1323'CORNER OF HOUSE, 28 FEET WEST OF FENCE-LINE, 13 FEET NORTHWEST
 DN1323'OF THE NORTHEAST CORNER OF FENCE, WHICH IS ALSO THE NORTHEAST
 DN1323'CORNER OF GARDEN, 8 FEET NORTH OF THE SOUTH 1 OF 2 FENCE-LINES,
 DN1323'4 FEET NORTH OF THE NORTH 1 OF 2 FENCE-LINES AND 4 FEET
 DN1323'NORTH OF A METAL WITNESS POST.
 DN1323'
 DN1323'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP
 DN1323'OF A SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND
 DN1323'AND IS STAMPED DENTON 7 NO 1 1947.  IT IS 31 FEET NORTHEAST
 DN1323'OF THE NORTHEAST CORNER OF FENCE-LINE, WHICH IS ALSO THE
 DN1323'NORTHEAST CORNER OF GARDEN, 28 FEET NORTH OF A T FENCE-LINE
 DN1323'CORNER AND 0.6 FOOT WEST OF A FENCE-LINE AND METAL WITNESS
 DN1323'POST.
 DN1323'
 DN1323'REFERENCE MARK NO. 2 IS A U.S. ENGINEERS SURVEY DISK, SET
 DN1323'IN A CONCRETE POST, THAT IS ABOUT 12-INCHES BELOW THE SURFACE
 DN1323'OF THE GROUND AND IS STAMPED REF.  IT IS 154 FEET EAST OF
 DN1323'THE NORTHEAST CORNER OF HOUSE AND AT THE NORTHEST CORNER OF
 DN1323'GARDEN.
 DN1323'
 DN1323'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF
 DN1323'A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND AND
 DN1323'IS STAMPED DENTON 7 USED 1947 NO 3 1973.  IT IS ABOUT 300
 DN1323'YARDS WEST OF THE INTERSECTION (OVER-PASS) OF FARM ROAD 407
 DN1323'AND U.S. HWY. 77 (I.S. 35E), 111 FEET NORTH OF THE
 DN1323'FENCE-ENCLOSURE OF THE LONE STAR GAS CO. CONTROL VALVE OUTLET OF
 DN1323'BURIED PIPE-LINE, 41 FEET NORTH OF THE CENTER OF FARM
 DN1323'ROAD 407, 9 FEET NORTH OF THE SOUTHWEST ONE OF A DOUBLE
 DN1323'SET OF HI-LINE POLES, 5 FEET WEST OF THE NORTHEAST ONE OF
 DN1323'THE DOUBLE SET OF POLES AND 1.6 FEET EAST OF A METAL
 DN1323'WITNESS POST.
 DN1323'
 DN1323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DN1323'NNW OF LEWISVILLE
 DN1323
 DN1323                          STATION RECOVERY (1995)
 DN1323
 DN1323'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1323'MARK NOT FOUND.
 DN1323
 DN1323                          STATION RECOVERY (1998)
 DN1323
 DN1323'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1334 ***********************************************************************
 DN1334  DESIGNATION -  DENTON C I A ADM BLDG DOME
 DN1334  PID         -  DN1334
 DN1334  STATE/COUNTY-  TX/DENTON
 DN1334  USGS QUAD   -  DENTON WEST (1960)
 DN1334
 DN1334                         *CURRENT SURVEY CONTROL
 DN1334  ___________________________________________________________________
 DN1334* NAD 83(1993)-  33 13 29.06436(N)    097 07 40.79178(W)     ADJUSTED  
 DN1334* NAVD 88     -                                                        
 DN1334  ___________________________________________________________________
 DN1334  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 DN1334  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DN1334
 DN1334  HORZ ORDER  -  THIRD
 DN1334
 DN1334.The horizontal coordinates were established by classical geodetic methods
 DN1334.and adjusted by the National Geodetic Survey in February 1996..
 DN1334
 DN1334
 DN1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1334
 DN1334.The geoid height was determined by GEOID03.
 DN1334
 DN1334;                    North         East     Units Scale Factor Converg.
 DN1334;SPC TXNC     - 2,173,609.903   727,872.628   MT  0.99987717   +0 44 53.8
 DN1334;SPC TXNC     - 7,131,251.82  2,388,028.78   sFT  0.99987717   +0 44 53.8
 DN1334;UTM  14      - 3,677,763.884   674,442.456   MT  0.99997519   +1 01 33.5
 DN1334
 DN1334                          SUPERSEDED SURVEY CONTROL
 DN1334
 DN1334  NAD 83(1993)-  33 13 29.06624(N)    097 07 40.78230(W) AD(       ) 4
 DN1334  NAD 83(1986)-  33 13 29.06892(N)    097 07 40.77859(W) AD(       ) 4
 DN1334  NAD 27      -  33 13 28.64300(N)    097 07 39.73500(W) AD(       ) 3
 DN1334
 DN1334.Superseded values are not recommended for survey control.
 DN1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1334.See file dsdata.txt to determine how the superseded data were derived.
 DN1334
 DN1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7444277764(NAD 83)
 DN1334_MARKER: 87 = DOME
 DN1334
 DN1334  HISTORY     - Date     Condition        Report By
 DN1334  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1334  HISTORY     - 1979     GOOD             NGS
 DN1334  HISTORY     - 19950630 GOOD             USPSQD
 DN1334  HISTORY     - 19980224 GOOD             USPSQD
 DN1334
 DN1334                          STATION DESCRIPTION
 DN1334
 DN1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1334'THIS INTERSECTION STATION IS THE DOME ON THE CENTER OF THE
 DN1334'ADMINISTRATION BUILDING AT THE COLLEGE OF INDUSTRIAL ARTS,
 DN1334'IN THE TOWN OF DENTON, TEXAS.  IT IS ON THE E SIDE OF THE
 DN1334'CAMPUS, ABOUT 310 FEET W OF BELL AVENUE, AND ABOUT 0.2 MILE
 DN1334'N OF TEXAS AVENUE.  IT WAS ERECTED IN 1901 AND IS QUITE
 DN1334'PROMINENT.
 DN1334'
 DN1334'THE DOME IS ON A YELLOW BRICK BUILDING ABOUT 80 FEET HIGH.
 DN1334'ON THE TOP OF THE BUILDING THERE IS A RED BRICK BASE ABOUT
 DN1334'6 FEET HIGH WITH A WHITE RAIL, AND URNS AT EACH CORNER.
 DN1334'ON THIS BASE THERE IS A WHITE CONCRETE TOWER ABOUT 8 FEET
 DN1334'HIGH.  THIS TOWER IS OCTAGONAL IN SHAPE, WITH TWO SQUARE
 DN1334'LOUVRED WINDOWS IN ONE FACE ALTERNATING WITH TWO SQUARE
 DN1334'GLAZED WINDOWS IN THE NEXT.  THE TOP IS A HUGE HEAVILY-RIBBED
 DN1334'SILVER DOME ABOUT 12 FEET HIGH, WITH A BALL AT ITS APEX.
 DN1334'THE TOTAL HEIGHT IS ABOUT 110 FEET.
 DN1334
 DN1334                          STATION RECOVERY (1979)
 DN1334
 DN1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 DN1334'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE COLLEGE IS NOW THE
 DN1334'TEXAS WOMANS UNIVERSITY AND THE BUILDING ON WHICH THE STATION IS
 DN1334'LOCATED NO LONGER APPEARS TO BE THE ADMINISTRATION BUILDING.
 DN1334'
 DN1334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN OF
 DN1334'DENTON.
 DN1334
 DN1334                          STATION RECOVERY (1995)
 DN1334
 DN1334'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1334'RECOVERED IN GOOD CONDITION.
 DN1334
 DN1334                          STATION RECOVERY (1998)
 DN1334
 DN1334'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1330 ***********************************************************************
 DN1330  DESIGNATION -  DENTON CO COURTHOUSE TOWER
 DN1330  PID         -  DN1330
 DN1330  STATE/COUNTY-  TX/DENTON
 DN1330  USGS QUAD   -  DENTON WEST (1960)
 DN1330
 DN1330                         *CURRENT SURVEY CONTROL
 DN1330  ___________________________________________________________________
 DN1330* NAD 83(1993)-  33 12 54.13000(N)    097 07 59.02996(W)     ADJUSTED  
 DN1330* NAVD 88     -                                                        
 DN1330  ___________________________________________________________________
 DN1330  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 DN1330  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DN1330
 DN1330  HORZ ORDER  -  THIRD
 DN1330
 DN1330.The horizontal coordinates were established by classical geodetic methods
 DN1330.and adjusted by the National Geodetic Survey in February 1996..
 DN1330
 DN1330
 DN1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1330
 DN1330.The geoid height was determined by GEOID03.
 DN1330
 DN1330;                    North         East     Units Scale Factor Converg.
 DN1330;SPC TXNC     - 2,172,527.718   727,414.483   MT  0.99987667   +0 44 43.9
 DN1330;SPC TXNC     - 7,127,701.35  2,386,525.68   sFT  0.99987667   +0 44 43.9
 DN1330;UTM  14      - 3,676,679.386   673,989.515   MT  0.99997325   +1 01 22.6
 DN1330
 DN1330                          SUPERSEDED SURVEY CONTROL
 DN1330
 DN1330  NAD 83(1993)-  33 12 54.13178(N)    097 07 59.02053(W) AD(       ) 4
 DN1330  NAD 83(1986)-  33 12 54.13462(N)    097 07 59.01640(W) AD(       ) 4
 DN1330  NAD 27      -  33 12 53.70600(N)    097 07 57.96600(W) AD(       ) 3
 DN1330
 DN1330.Superseded values are not recommended for survey control.
 DN1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1330.See file dsdata.txt to determine how the superseded data were derived.
 DN1330
 DN1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7399076679(NAD 83)
 DN1330_MARKER: 55 = TOWER
 DN1330
 DN1330  HISTORY     - Date     Condition        Report By
 DN1330  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1330  HISTORY     - 1955     GOOD             TXHD
 DN1330  HISTORY     - 1960     GOOD             CGS
 DN1330  HISTORY     - 1979     GOOD             NGS
 DN1330  HISTORY     - 19950630 GOOD             USPSQD
 DN1330  HISTORY     - 19980224 GOOD             USPSQD
 DN1330
 DN1330                          STATION DESCRIPTION
 DN1330
 DN1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1330'THIS INTERSECTION STATION IS THE TOWER ON THE DENTON COUNTY
 DN1330'COURTHOUSE, IN THE TOWN OF DENTON, TEXAS.  THE TOWER IS
 DN1330'ON THE CENTER OF THE BUILDING, ABOUT 160 FEET E OF THE CENTER
 DN1330'LINE OF ELM STREET, AND ABOUT 140 FEET N OF THE CENTER LINE
 DN1330'OF HICKORY STREET.  THE BUILDING WAS ERECTED IN 1896 AND
 DN1330'THE TOWER IS VERY PROMINENT.
 DN1330'
 DN1330'THE TOWER SETS ON A STONE BASE ABOUT 10 FEET HIGH ON TOP
 DN1330'OF THE 80-FOOT STONE COURTHOUSE.  THE BOTTOM OF THE TOWER
 DN1330'IS AN OCTAGONAL TOWER ABOUT 15 FEET HIGH, WITH OPEN BALCONIES
 DN1330'ON THE N, E, S, AND W SIDES.  THERE IS A GREY SHINGLED,
 DN1330'FOUR-SIDED PYRAMIDAL ORNAMENT AT EACH CORNER.  EACH ORNAMENT
 DN1330'HAS A GREEN FINIAL.  ABOVE THIS TOWER THERE IS A SMALLER
 DN1330'TOWER ABOUT 15 FEET HIGH WITH 2 GREEN LOUVRED WINDOWS NEAR
 DN1330'THE BOTTOM ON THE N, E, S AND W SIDES OF ITS OCTAGONAL SHAPE,
 DN1330'AND A CLOCK DIAL ABOVE THE WINDOWS.  THE GREY-SHINGLED
 DN1330'OCTAGONAL DOME-SHAPED ROOF IS ABOUT 15 FEET HIGH.  AT ITS APEX
 DN1330'THERE IS A GREEN PEDESTAL ABOUT 10 FEET HIGH WITH A BALL.
 DN1330'ON THE BALL THERE IS AN ORNAMENTAL FINIAL ABOUT 6
 DN1330'FEET HIGH.  THE TOTAL HEIGHT IS ABOUT 150 FEET.
 DN1330
 DN1330                          STATION RECOVERY (1955)
 DN1330
 DN1330'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1330'STATION RECOVERED IN GOOD CONDITION.
 DN1330
 DN1330                          STATION RECOVERY (1960)
 DN1330
 DN1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1330'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1330'
 DN1330'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1330
 DN1330                          STATION RECOVERY (1979)
 DN1330
 DN1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 DN1330'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DN1330'
 DN1330'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN OF
 DN1330'DENTON.
 DN1330
 DN1330                          STATION RECOVERY (1995)
 DN1330
 DN1330'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1330'RECOVERED IN GOOD CONDITION.
 DN1330
 DN1330                          STATION RECOVERY (1998)
 DN1330
 DN1330'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8986 ***********************************************************************
 DF8986  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8986  DESIGNATION -  DENTON CORS ARP
 DF8986  CORS_ID     -  TXDE
 DF8986  PID         -  DF8986
 DF8986  STATE/COUNTY-  TX/DENTON
 DF8986  USGS QUAD   -  DENTON WEST (1960)
 DF8986
 DF8986                         *CURRENT SURVEY CONTROL
 DF8986  ___________________________________________________________________
 DF8986* NAD 83(CORS)-  33 12 37.61290(N)    097 09 45.97082(W)     ADJUSTED  
 DF8986* NAVD 88     -                                                        
 DF8986  ___________________________________________________________________
 DF8986  EPOCH DATE  -        2002.00
 DF8986  X           -    -666,070.910 (meters)                     COMP
 DF8986  Y           -  -5,300,189.190 (meters)                     COMP
 DF8986  Z           -   3,473,608.416 (meters)                     COMP
 DF8986  ELLIP HEIGHT-         179.98  (meters)          (11/??/03) GPS OBS
 DF8986  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DF8986
 DF8986  HORZ ORDER  -  SPECIAL (CORS)
 DF8986  ELLP ORDER  -  SPECIAL (CORS)
 DF8986
 DF8986.ITRF positions are available for this station.
 DF8986.The coordinates were established by GPS observations
 DF8986.and adjusted by the National Geodetic Survey in November 2003..
 DF8986.The coordinates are valid at the epoch date displayed above.
 DF8986.The epoch date for horizontal control is a decimal equivalence
 DF8986.of Year/Month/Day.
 DF8986
 DF8986
 DF8986.The PID for the CORS L1 Phase Center is DG4080.
 DF8986
 DF8986.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8986
 DF8986.The ellipsoidal height was determined by GPS observations
 DF8986.and is referenced to NAD 83.
 DF8986
 DF8986.The geoid height was determined by GEOID03.
 DF8986
 DF8986;                    North         East     Units Scale Factor Converg.
 DF8986;SPC TXNC     - 2,171,983.328   724,652.182   MT  0.99987645   +0 43 45.5
 DF8986;SPC TXNC     - 7,125,915.30  2,377,463.03   sFT  0.99987645   +0 43 45.5
 DF8986
 DF8986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8986!SPC TXNC     -   0.99997174  x   0.99987645  =   0.99984820
 DF8986
 DF8986                          SUPERSEDED SURVEY CONTROL
 DF8986
 DF8986.No superseded survey control is available for this station.
 DF8986
 DF8986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7123076122(NAD 83)
 DF8986_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8986
 DF8986                          STATION DESCRIPTION
 DF8986
 DF8986'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8986'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8986'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8986'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8986'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8986'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4080 ***********************************************************************
 DG4080  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4080  DESIGNATION -  DENTON CORS L1 PHASE CENTER
 DG4080  CORS_ID     -  TXDE
 DG4080  PID         -  DG4080
 DG4080  STATE/COUNTY-  TX/DENTON
 DG4080  USGS QUAD   -  DENTON WEST (1960)
 DG4080
 DG4080                         *CURRENT SURVEY CONTROL
 DG4080  ___________________________________________________________________
 DG4080* NAD 83(CORS)-  33 12 37.61298(N)    097 09 45.97077(W)     ADJUSTED  
 DG4080* NAVD 88     -                                                        
 DG4080  ___________________________________________________________________
 DG4080  EPOCH DATE  -        2002.00
 DG4080  X           -    -666,070.920 (meters)                     COMP
 DG4080  Y           -  -5,300,189.280 (meters)                     COMP
 DG4080  Z           -   3,473,608.478 (meters)                     COMP
 DG4080  ELLIP HEIGHT-         180.09  (meters)          (11/??/03) GPS OBS
 DG4080  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DG4080
 DG4080  HORZ ORDER  -  SPECIAL (CORS)
 DG4080  ELLP ORDER  -  SPECIAL (CORS)
 DG4080
 DG4080.ITRF positions are available for this station.
 DG4080.The coordinates were established by GPS observations
 DG4080.and adjusted by the National Geodetic Survey in November 2003..
 DG4080.The coordinates are valid at the epoch date displayed above.
 DG4080.The epoch date for horizontal control is a decimal equivalence
 DG4080.of Year/Month/Day.
 DG4080
 DG4080
 DG4080.The PID for the CORS ARP is DF8986.
 DG4080
 DG4080.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4080
 DG4080.The ellipsoidal height was determined by GPS observations
 DG4080.and is referenced to NAD 83.
 DG4080
 DG4080.The geoid height was determined by GEOID03.
 DG4080
 DG4080;                    North         East     Units Scale Factor Converg.
 DG4080;SPC TXNC     - 2,171,983.331   724,652.183   MT  0.99987645   +0 43 45.5
 DG4080;SPC TXNC     - 7,125,915.31  2,377,463.04   sFT  0.99987645   +0 43 45.5
 DG4080
 DG4080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4080!SPC TXNC     -   0.99997173  x   0.99987645  =   0.99984818
 DG4080
 DG4080                          SUPERSEDED SURVEY CONTROL
 DG4080
 DG4080.No superseded survey control is available for this station.
 DG4080
 DG4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7123076122(NAD 83)
 DG4080_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4080
 DG4080                          STATION DESCRIPTION
 DG4080
 DG4080'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4080'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4080'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4080'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4080'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4080'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0678 ***********************************************************************
 DN0678  DESIGNATION -  DENTON MAG AZ RESET 1975
 DN0678  PID         -  DN0678
 DN0678  STATE/COUNTY-  TX/DENTON
 DN0678  USGS QUAD   -  DENTON WEST (1960)
 DN0678
 DN0678                         *CURRENT SURVEY CONTROL
 DN0678  ___________________________________________________________________
 DN0678* NAD 83(1986)-  33 12 45.     (N)    097 08 46.     (W)     SCALED    
 DN0678* NAVD 88     -       207.64   (+/-2cm)     681.2    (feet)  VERTCON   
 DN0678  ___________________________________________________________________
 DN0678  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DN0678
 DN0678  VERT ORDER  -  THIRD (See Below)
 DN0678
 DN0678.The horizontal coordinates were scaled from a topographic map and have
 DN0678.an estimated accuracy of +/- 6 seconds.
 DN0678
 DN0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0678.The vertical order pertains to the NGVD 29 superseded value.
 DN0678
 DN0678.The geoid height was determined by GEOID03.
 DN0678
 DN0678;                    North         East    Units  Estimated Accuracy
 DN0678;SPC TXNC     - 2,172,230.      726,200.      MT  (+/- 180 meters Scaled)
 DN0678
 DN0678                          SUPERSEDED SURVEY CONTROL
 DN0678
 DN0678  NGVD 29 (01/29/03)  207.62   (m)          681.2    (f) RESET       3  
 DN0678
 DN0678.Superseded values are not recommended for survey control.
 DN0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0678.See file dsdata.txt to determine how the superseded data were derived.
 DN0678
 DN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB727763(NAD 83)
 DN0678_MARKER: DM = MAGNETIC STATION DISK
 DN0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0678_SP_SET: RETAINING WALL
 DN0678_STAMPING: AZI. MARK DENTON MAGNETIC RESET 1975
 DN0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0678
 DN0678  HISTORY     - Date     Condition        Report By
 DN0678  HISTORY     - 1975     MONUMENTED       NGS
 DN0678  HISTORY     - 19980224 GOOD             USPSQD
 DN0678
 DN0678                          STATION DESCRIPTION
 DN0678
 DN0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DN0678'IN DENTON.
 DN0678'LOCATED AT THE NORTHEAST CORNER OF THE STUDENT UNION BUILDING, OF
 DN0678'NORTH TEXAS STATE UNIVERSITY.  STANDARD BENCH MARK DISK, SET IN A
 DN0678'DRILL HOLE, IN A RETAINING WALL, THAT PROTECTS THREE SMALL TREES AND
 DN0678'IS STAMPED AZI. MARK DENTON MAGNETIC RESET 1975.  IT IS 200 FEET WEST
 DN0678'OF THE INTERSECTION OF AVE. A AND CHESTER STREET, 56 FEET
 DN0678'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE STUDENT UNION BUILDING,
 DN0678'AND IN THE TOP OF A RETAINING WALL THAT PROTECTS THREE SMALL TREES,
 DN0678'THAT IS ABOUT 2 FEET HIGH.
 DN0678
 DN0678                          STATION RECOVERY (1998)
 DN0678
 DN0678'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0677 ***********************************************************************
 DN0677  DESIGNATION -  DENTON MAGNETIC AZ MK
 DN0677  PID         -  DN0677
 DN0677  STATE/COUNTY-  TX/DENTON
 DN0677  USGS QUAD   -  DENTON WEST (1960)
 DN0677
 DN0677                         *CURRENT SURVEY CONTROL
 DN0677  ___________________________________________________________________
 DN0677* NAD 83(1986)-  33 12 45.     (N)    097 08 46.     (W)     SCALED    
 DN0677* NAVD 88     -       207.236  (meters)     679.91   (feet)  ADJUSTED  
 DN0677  ___________________________________________________________________
 DN0677  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DN0677  DYNAMIC HT  -         207.003 (meters)     679.14  (feet)  COMP
 DN0677  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 DN0677
 DN0677  VERT ORDER  -  SECOND    CLASS 0
 DN0677
 DN0677.The horizontal coordinates were scaled from a topographic map and have
 DN0677.an estimated accuracy of +/- 6 seconds.
 DN0677
 DN0677.The orthometric height was determined by differential leveling
 DN0677.and adjusted by the National Geodetic Survey in June 1991..
 DN0677
 DN0677.The geoid height was determined by GEOID03.
 DN0677
 DN0677.The dynamic height is computed by dividing the NAVD 88
 DN0677.geopotential number by the normal gravity value computed on the
 DN0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0677.degrees latitude (g = 980.6199 gals.).
 DN0677
 DN0677.The modeled gravity was interpolated from observed gravity values.
 DN0677
 DN0677;                    North         East    Units  Estimated Accuracy
 DN0677;SPC TXNC     - 2,172,230.      726,200.      MT  (+/- 180 meters Scaled)
 DN0677
 DN0677                          SUPERSEDED SURVEY CONTROL
 DN0677
 DN0677  NGVD 29 (??/??/92)  207.215  (m)          679.84   (f) ADJ UNCH    2 0
 DN0677
 DN0677.Superseded values are not recommended for survey control.
 DN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0677.See file dsdata.txt to determine how the superseded data were derived.
 DN0677
 DN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB727763(NAD 83)
 DN0677_MARKER: DB = BENCH MARK DISK
 DN0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0677_STAMPING: DENTON MAG 1935
 DN0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0677+STABILITY: SURFACE MOTION
 DN0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0677+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0677
 DN0677  HISTORY     - Date     Condition        Report By
 DN0677  HISTORY     - 1935     MONUMENTED       CGS
 DN0677  HISTORY     - 1960     GOOD             NGS
 DN0677  HISTORY     - 1973     GOOD             NGS
 DN0677  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0677  HISTORY     - 19980214 GOOD             USPSQD
 DN0677  HISTORY     - 20051031 GOOD             BOHAN
 DN0677
 DN0677                          STATION DESCRIPTION
 DN0677
 DN0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0677'IN DENTON.
 DN0677'AT DENTON, DENTON COUNTY, 0.8 MILE WEST OF THE COUNTY COURTHOUSE, 60
 DN0677'YARDS WEST OF AVENUE A, 20.5 FEET SOUTH OF THE CENTERLINE OF WEST
 DN0677'CHESTNUT STREET, 2.5 FEET SOUTH OF THE SOUTH CURB OF THE STREET, AND 1
 DN0677'INCH BELOW THE GROUND.  A STANDARD AZIMUTH-MARK DISK, STAMPED DENTON
 DN0677'MAG 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DN0677
 DN0677                          STATION RECOVERY (1973)
 DN0677
 DN0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DN0677'RECOVERED IN GOOD CONDITION.
 DN0677
 DN0677                          STATION RECOVERY (1995)
 DN0677
 DN0677'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0677'MARK NOT FOUND.
 DN0677
 DN0677                          STATION RECOVERY (1998)
 DN0677
 DN0677'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0677'RECOVERED IN GOOD CONDITION.
 DN0677
 DN0677                          STATION RECOVERY (2005)
 DN0677
 DN0677'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1328 ***********************************************************************
 DN1328  DESIGNATION -  DENTON MUNICIPAL STANDPIPE
 DN1328  PID         -  DN1328
 DN1328  STATE/COUNTY-  TX/DENTON
 DN1328  USGS QUAD   -  DENTON WEST (1960)
 DN1328
 DN1328                         *CURRENT SURVEY CONTROL
 DN1328  ___________________________________________________________________
 DN1328* NAD 83(1993)-  33 13 12.19454(N)    097 09 34.23192(W)     ADJUSTED  
 DN1328* NAVD 88     -                                                        
 DN1328  ___________________________________________________________________
 DN1328  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 DN1328  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DN1328
 DN1328  HORZ ORDER  -  THIRD
 DN1328
 DN1328.The horizontal coordinates were established by classical geodetic methods
 DN1328.and adjusted by the National Geodetic Survey in February 1996..
 DN1328
 DN1328
 DN1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1328
 DN1328.The geoid height was determined by GEOID03.
 DN1328
 DN1328;                    North         East     Units Scale Factor Converg.
 DN1328;SPC TXNC     - 2,173,052.370   724,942.534   MT  0.99987693   +0 43 51.9
 DN1328;SPC TXNC     - 7,129,422.65  2,378,415.63   sFT  0.99987693   +0 43 51.9
 DN1328;UTM  14      - 3,677,192.110   671,514.829   MT  0.99996271   +1 00 30.9
 DN1328
 DN1328                          SUPERSEDED SURVEY CONTROL
 DN1328
 DN1328  NAD 83(1993)-  33 13 12.19567(N)    097 09 34.22205(W) AD(       ) 4
 DN1328  NAD 83(1986)-  33 13 12.19892(N)    097 09 34.21859(W) AD(       ) 4
 DN1328  NAD 27      -  33 13 11.76800(N)    097 09 33.16800(W) AD(       ) 3
 DN1328
 DN1328.Superseded values are not recommended for survey control.
 DN1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1328.See file dsdata.txt to determine how the superseded data were derived.
 DN1328
 DN1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7151577192(NAD 83)
 DN1328_MARKER: 52 = STANDPIPE TANK
 DN1328
 DN1328  HISTORY     - Date     Condition        Report By
 DN1328  HISTORY     - 1955     FIRST OBSERVED   NGS
 DN1328  HISTORY     - 1979     GOOD             NGS
 DN1328  HISTORY     - 19860615 GOOD             NGS
 DN1328  HISTORY     - 19950630 GOOD             USPSQD
 DN1328  HISTORY     - 19980224 GOOD             USPSQD
 DN1328
 DN1328                          STATION DESCRIPTION
 DN1328
 DN1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 (RLE)
 DN1328'THE STATION IS LOCATED AT THE WEST EDGE OF DENTON IN THE
 DN1328'GEORGE MC KENNA PARK.  IT IS A LARGE CYLINDRICAL STEEL STRUCTURE
 DN1328'WITH A DOME SHAPED ROOF AND A FINIAL AT THE TOP AND CENTER OF
 DN1328'THE ROOF AND HAS AN OVERALL HEIGHT OF 75 FEET.
 DN1328'
 DN1328'THE POINT OBSERVED WAS THE CENTER OF THE ROOF.
 DN1328
 DN1328                          STATION RECOVERY (1979)
 DN1328
 DN1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 DN1328'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE TANK IS NOW PAINTED
 DN1328'WHITE WITH A BLUE-GREEN DESIGN.  WHEN THE STATION WAS POINTED ON
 DN1328'FROM THE SOUTHWEST, AN AZIMUTH DISCREPANCY OF APPROXIMATELY 20
 DN1328'SECONDS WAS DISCOVERED.
 DN1328'
 DN1328'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST EDGE OF THE
 DN1328'TOWN OF DENTON.
 DN1328
 DN1328                          STATION RECOVERY (1986)
 DN1328
 DN1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN1328'RECOVERED AS DESCRIBED. NOTE, THIS STATION IS NGS QUAD 330972 STA 1033
 DN1328'BUT A NEW POSITION WAS ESTABLISHED DURING THE 1979 AIRPORT SURVEY.
 DN1328
 DN1328                          STATION RECOVERY (1995)
 DN1328
 DN1328'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1328'RECOVERED IN GOOD CONDITION.
 DN1328
 DN1328                          STATION RECOVERY (1998)
 DN1328
 DN1328'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1332 ***********************************************************************
 DN1332  DESIGNATION -  DENTON N MUNICIPAL TANK
 DN1332  PID         -  DN1332
 DN1332  STATE/COUNTY-  TX/DENTON
 DN1332  USGS QUAD   -  DENTON WEST (1960)
 DN1332
 DN1332                         *CURRENT SURVEY CONTROL
 DN1332  ___________________________________________________________________
 DN1332* NAD 83(1993)-  33 14 08.81743(N)    097 07 39.47811(W)     ADJUSTED  
 DN1332* NAVD 88     -                                                        
 DN1332  ___________________________________________________________________
 DN1332  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 DN1332  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DN1332
 DN1332  HORZ ORDER  -  THIRD
 DN1332
 DN1332.The horizontal coordinates were established by classical geodetic methods
 DN1332.and adjusted by the National Geodetic Survey in February 1996..
 DN1332
 DN1332
 DN1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1332
 DN1332.The geoid height was determined by GEOID03.
 DN1332
 DN1332;                    North         East     Units Scale Factor Converg.
 DN1332;SPC TXNC     - 2,174,834.803   727,890.639   MT  0.99987777   +0 44 54.5
 DN1332;SPC TXNC     - 7,135,270.52  2,388,087.87   sFT  0.99987777   +0 44 54.5
 DN1332;UTM  14      - 3,678,988.976   674,454.529   MT  0.99997525   +1 01 35.3
 DN1332
 DN1332                          SUPERSEDED SURVEY CONTROL
 DN1332
 DN1332  NAD 83(1993)-  33 14 08.81883(N)    097 07 39.46798(W) AD(       ) 4
 DN1332  NAD 83(1986)-  33 14 08.82199(N)    097 07 39.46488(W) AD(       ) 4
 DN1332  NAD 27      -  33 14 08.39200(N)    097 07 38.41600(W) AD(       ) 3
 DN1332
 DN1332.Superseded values are not recommended for survey control.
 DN1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1332.See file dsdata.txt to determine how the superseded data were derived.
 DN1332
 DN1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7445578989(NAD 83)
 DN1332_MARKER: 53 = ELEVATED TANK
 DN1332
 DN1332  HISTORY     - Date     Condition        Report By
 DN1332  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1332  HISTORY     - 1979     GOOD             NGS
 DN1332  HISTORY     - 19950705 GOOD             USPSQD
 DN1332  HISTORY     - 19980224 GOOD             USPSQD
 DN1332
 DN1332                          STATION DESCRIPTION
 DN1332
 DN1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1332'THE STATION IS LOCATED ON A HIGH HILL AT THE NORTH EDGE OF
 DN1332'DENTON, 0.1 MILE WEST OF THE JUNCTION OF BROWN DRIVE, SHERMAN
 DN1332'DRIVE AND STATE ROUTE NO. 10.
 DN1332'
 DN1332'THE TANK HAS A CONICAL ROOF WITH A BALL AT THE APEX, IS
 DN1332'SUPPORTED BY A SIX LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL
 DN1332'HEIGHT OF 60 FEET.
 DN1332'
 DN1332'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 DN1332
 DN1332                          STATION RECOVERY (1979)
 DN1332
 DN1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 DN1332'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE TANK IS NOW PAINTED
 DN1332'WHITE WITH DIAGONAL SECTIONS OF RED.
 DN1332'
 DN1332'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH EDGE OF
 DN1332'THE TOWN OF DENTON.
 DN1332
 DN1332                          STATION RECOVERY (1995)
 DN1332
 DN1332'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1332'RECOVERED IN GOOD CONDITION.
 DN1332
 DN1332                          STATION RECOVERY (1998)
 DN1332
 DN1332'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1174 ***********************************************************************
 DN1174  DESIGNATION -  DENTON RM 3
 DN1174  PID         -  DN1174
 DN1174  STATE/COUNTY-  TX/DENTON
 DN1174  USGS QUAD   -  LEWISVILLE EAST (1981)
 DN1174
 DN1174                         *CURRENT SURVEY CONTROL
 DN1174  ___________________________________________________________________
 DN1174* NAD 83(1993)-  33 00 12.14736(N)    096 59 50.66965(W)     ADJUSTED  
 DN1174* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 DN1174  ___________________________________________________________________
 DN1174  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 DN1174  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DN1174
 DN1174  HORZ ORDER  -  THIRD
 DN1174
 DN1174.The horizontal coordinates were established by classical geodetic methods
 DN1174.and adjusted by the National Geodetic Survey in February 1996..
 DN1174.No horizontal observational check was made to the station.
 DN1174
 DN1174.The orthometric height was scaled from a topographic map.
 DN1174
 DN1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1174
 DN1174.The geoid height was determined by GEOID03.
 DN1174
 DN1174;                    North         East     Units Scale Factor Converg.
 DN1174;SPC TXNC     - 2,149,231.123   740,394.062   MT  0.99987298   +0 49 10.2
 DN1174;SPC TXNC     - 7,051,269.11  2,429,109.52   sFT  0.99987298   +0 49 10.2
 DN1174;UTM  14      - 3,653,442.278   687,082.269   MT  1.00003156   +1 05 28.0
 DN1174
 DN1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1174!SPC TXNC     -   0.99997770  x   0.99987298  =   0.99985068
 DN1174!UTM  14      -   0.99997770  x   1.00003156  =   1.00000926
 DN1174
 DN1174:                Primary Azimuth Mark                     Grid Az
 DN1174:SPC TXNC     -  DENTON RM 5                              176 39 56.9
 DN1174:UTM  14      -  DENTON RM 5                              176 23 39.1
 DN1174
 DN1174|---------------------------------------------------------------------|
 DN1174| PID    Reference Object                     Distance      Geod. Az  |
 DN1174|                                                           dddmmss.s |
 DN1174| CS2889 DENTON RM 5                         493.031 METERS 1772907.1 |
 DN1174| CX9438 DENTON RM 4                                        26941     |
 DN1174| DN1173 DENTON                               52.384 METERS 35935     |
 DN1174|---------------------------------------------------------------------|
 DN1174
 DN1174                          SUPERSEDED SURVEY CONTROL
 DN1174
 DN1174  NAD 83(1993)-  33 00 12.14965(N)    096 59 50.65693(W) AD(       ) 3
 DN1174  NAD 83(1986)-  33 00 12.15277(N)    096 59 50.65422(W) AD(       ) 3
 DN1174  NAD 27      -  33 00 11.71058(N)    096 59 49.62704(W) AD(       ) 3
 DN1174
 DN1174.Superseded values are not recommended for survey control.
 DN1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1174.See file dsdata.txt to determine how the superseded data were derived.
 DN1174
 DN1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8708253442(NAD 83)
 DN1174_MARKER: DR = REFERENCE MARK DISK
 DN1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1174_SP_SET: CONCRETE POST
 DN1174_STAMPING: DENTON 1947 RM 3 1973
 DN1174_MARK LOGO: NGS   
 DN1174_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1174+STABILITY: SURFACE MOTION
 DN1174
 DN1174  HISTORY     - Date     Condition        Report By
 DN1174  HISTORY     - 1973     MONUMENTED       NGS
 DN1174  HISTORY     - 1973     GOOD             NGS
 DN1174  HISTORY     - 19900613 MARK NOT FOUND   LOCENG
 DN1174  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 DN1174
 DN1174                          STATION DESCRIPTION
 DN1174
 DN1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 DN1174'DISTANCE MEASURED WITH H/P.
 DN1174'
 DN1174'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF GRAPEVINE, 5 MILES
 DN1174'SOUTHEAST OF FLOWER MOUND, 3 MILES SOUTH OF LEWISVILLE AND ON THE
 DN1174'SOUTH RIGHT-OF-WAY OF FARM ROAD 3040.
 DN1174'
 DN1174'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 77 (I.S.
 DN1174'35E) AND STATE HWY. 121 IN LEWISVILLE, GO SOUTH OF STATE HWY.
 DN1174'121 FOR 1.8 MILES TO THE JUNCTION OF FARM ROAD 3040.  (TO REACH
 DN1174'R.M. NO. 5 FROM THE INTERSECTION, CONTINUE STRAIGHT AHEAD
 DN1174'SOUTHERLY ON STATE HWY. 121 FOR 0.4 MILE TO MARK ON THE RIGHT).
 DN1174'TURN RIGHT AND GO WEST ON FARM ROAD 3040 FOR 0.25 MILE TO
 DN1174'MARK ON THE LEFT.
 DN1174'
 DN1174'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, SET IN THE
 DN1174'TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND
 DN1174'IS STAMPED DENTON 1947 NO 3 1973.  IT IS 64 FEET SOUTH-SOUTHWEST
 DN1174'OF THE DRIVE-WAY TO MR. TURNERS HOUSE, 79 FEET EAST OF A HI-LINE
 DN1174'BRACE POLE, WHICH IS TO THE MAIN HI-LINE, 52 FEET SOUTH OF THE
 DN1174'CENTER OF ROAD, 2 FEET NORTH OF THE FENCE-LINE, AND 3 FEET
 DN1174'NORTHEAST OF A METAL WITNESS POST.
 DN1174'
 DN1174'DENTON 1947 IS A STANDARD STATION MARK DISK, SET IN THE TOP OF A
 DN1174'SQUARE CONCRETE POST, THAT IS ABOUT 12-INCHES BELOW THE SURFACE
 DN1174'OF THE GROUND AND IS STAMPED DENTON 1947.  IT IS 72 FEET
 DN1174'NORTH OF THE SOUTHEAST CORNER OF HOUSE, 51 FEET SOUTHWEST OF THE
 DN1174'NORTHWEST CORNER OF HOUSE, 38 FEET WEST-NORTHWEST OF THE
 DN1174'SOUTHWEST CORNER OF HOUSE, 40 FEET NORTH-NORTHWEST OF A TELEPHONE
 DN1174'POLE, 7.8 FEET WEST OF HEDGE-ROW AND FENCE AND 7.4 FEET WEST OF
 DN1174'AN IRON-ROD THAT PROJECTS ABOUT 2-INCHES, IN HEDGE-ROW AND IS
 DN1174'USED BY THE PROPERTY OWNER FOR RECOVERY OF STATION.
 DN1174'
 DN1174'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DN1174'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED DENTON
 DN1174'1947 NO 4 1973.  IT IS 51 FEET SOUTH OF THE CENTER OF ROAD, 14 FEET
 DN1174'WEST OF A HI-LINE BRACE POLE FOR THE MAIN HI-LINE, 2 FEET NORTH
 DN1174'OF THE FENCE AND 1.4 FEET NORTH-NORTHEAST OF A METAL WITNESS
 DN1174'POST.
 DN1174'
 DN1174'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DN1174'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED DENTON
 DN1174'1947 NO 5 1973.  IT IS 120 FEET EAST-NORTHEAST OF A FENCE-CORNER,
 DN1174'48 FEET NORTH-NORTHWEST OF THE CENTER-LINE OF HIGHWAY, 4 FEET
 DN1174'EAST-NORTHEAST OF HI-LINE POLE, 1-FOOT SOUTH OF FENCE-LINE AND
 DN1174'2.6 FEET WEST-SOUTH WEST OF A METAL WITNESS POST.
 DN1174'
 DN1174'NEAREST TOWN--LEWISVILLE.
 DN1174
 DN1174                          STATION RECOVERY (1973)
 DN1174
 DN1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DN1174'RECOVERED IN GOOD CONDITION.
 DN1174
 DN1174                          STATION RECOVERY (1990)
 DN1174
 DN1174'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 DN1174'MARK NOT FOUND.
 DN1174
 DN1174                          STATION RECOVERY (1995)
 DN1174
 DN1174'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2889 ***********************************************************************
 CS2889  DESIGNATION -  DENTON RM 5
 CS2889  PID         -  CS2889
 CS2889  STATE/COUNTY-  TX/DENTON
 CS2889  USGS QUAD   -  CARROLLTON (1981)
 CS2889
 CS2889                         *CURRENT SURVEY CONTROL
 CS2889  ___________________________________________________________________
 CS2889* NAD 83(1993)-  32 59 56.15880(N)    096 59 49.83635(W)     ADJUSTED  
 CS2889* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 CS2889  ___________________________________________________________________
 CS2889  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 CS2889  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CS2889
 CS2889  HORZ ORDER  -  THIRD
 CS2889
 CS2889.The horizontal coordinates were established by classical geodetic methods
 CS2889.and adjusted by the National Geodetic Survey in February 1996..
 CS2889.No horizontal observational check was made to the station.
 CS2889
 CS2889.The orthometric height was scaled from a topographic map.
 CS2889
 CS2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2889
 CS2889.The geoid height was determined by GEOID03.
 CS2889
 CS2889;                    North         East     Units Scale Factor Converg.
 CS2889;SPC TXNC     - 2,148,738.989   740,422.733   MT  0.99987304   +0 49 10.7
 CS2889;SPC TXNC     - 7,049,654.50  2,429,203.58   sFT  0.99987304   +0 49 10.7
 CS2889;UTM  14      - 3,652,950.208   687,113.277   MT  1.00003170   +1 05 28.0
 CS2889
 CS2889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2889!SPC TXNC     -   0.99997786  x   0.99987304  =   0.99985090
 CS2889!UTM  14      -   0.99997786  x   1.00003170  =   1.00000956
 CS2889
 CS2889|---------------------------------------------------------------------|
 CS2889| PID    Reference Object                     Distance      Geod. Az  |
 CS2889|                                                           dddmmss.s |
 CS2889| CX9438 DENTON RM 4                                        35411     |
 CS2889| DN1174 DENTON RM 3                         493.031 METERS 3572907.5 |
 CS2889| DN1173 DENTON                              APPROX. 0.5 KM 3574110.4 |
 CS2889|---------------------------------------------------------------------|
 CS2889
 CS2889                          SUPERSEDED SURVEY CONTROL
 CS2889
 CS2889  NAD 83(1993)-  32 59 56.16109(N)    096 59 49.82363(W) AD(       ) 3
 CS2889  NAD 83(1986)-  32 59 56.16420(N)    096 59 49.82078(W) AD(       ) 3
 CS2889  NAD 27      -  32 59 55.72160(N)    096 59 48.79339(W) AD(       ) 3
 CS2889
 CS2889.Superseded values are not recommended for survey control.
 CS2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2889.See file dsdata.txt to determine how the superseded data were derived.
 CS2889
 CS2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8711352950(NAD 83)
 CS2889_MARKER: DR = REFERENCE MARK DISK
 CS2889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2889
 CS2889  HISTORY     - Date     Condition        Report By
 CS2889  HISTORY     - 1973     MONUMENTED       NGS
 CS2889  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 CS2889  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 CS2889
 CS2889                          STATION DESCRIPTION
 CS2889
 CS2889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 CS2889'THE STATION IS LOCATED IN GARDEN PLOT OF LAND OWNED BY MR. ROY R.
 CS2889'TURNER WHO LIVES IN HOUSE JUST EAST OF THE STATION.  IT IS ABOUT 5
 CS2889'MILES NORTHEAST OF GRAPEVINE, 5 MILES SOUTHEAST OF FLOWER MOUND AND
 CS2889'3 MILES SOUTH OF LEWISVILLE.
 CS2889'
 CS2889'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 77 (I.S. 35E)
 CS2889'AND STATE HWY. 121 IN LEWISVILLE, GO SOUTH ON STATE HWY. 121 FOR
 CS2889'1.8 MILES TO THE JUNCTION OF FARM ROAD 3040.  (TO REACH R.M. NO. 5
 CS2889'FROM THE INTERSECTION, CONTINUE STRAIGHT AHEAD SOUTHERLY ON STATE
 CS2889'HWY. 121 FOR 0.4 MILE TO MARK ON THE RIGHT).
 CS2889'
 CS2889'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A
 CS2889'ROUND CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED
 CS2889'DENTON 1947 NO 5 1973.  IT IS 120 FEET EAST-NORTHEAST OF A
 CS2889'FENCE-CORNER, 48 FEET NORTH-NORTHWEST OF THE CENTER-LINE OF STATE
 CS2889'HWY. 121, 4 FEET EAST-NORTH EAST OF A HI-LINE POLE, 2.6 FEET
 CS2889'WEST-SOUTHWEST OF A METAL WITNESS POST AND 1-FOOT SOUTH OF THE
 CS2889'FENCE-LINE.
 CS2889'
 CS2889'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LEWISVILLE
 CS2889'3-MILES SOUTH.
 CS2889
 CS2889                          STATION RECOVERY (1995)
 CS2889
 CS2889'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2889'MARK NOT FOUND.
 CS2889
 CS2889                          STATION RECOVERY (1998)
 CS2889
 CS2889'RECOVERY NOTE BY US POWER SQUADRON 1998
 CS2889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1335 ***********************************************************************
 DN1335  DESIGNATION -  DENTON TEXAS ST COLLEGE FOR WOMEN STACK
 DN1335  PID         -  DN1335
 DN1335  STATE/COUNTY-  TX/DENTON
 DN1335  USGS QUAD   -  DENTON WEST (1960)
 DN1335
 DN1335                         *CURRENT SURVEY CONTROL
 DN1335  ___________________________________________________________________
 DN1335* NAD 83(1993)-  33 13 36.80785(N)    097 07 47.03561(W)     ADJUSTED  
 DN1335* NAVD 88     -                                                        
 DN1335  ___________________________________________________________________
 DN1335  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 DN1335  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DN1335
 DN1335  HORZ ORDER  -  THIRD
 DN1335
 DN1335.The horizontal coordinates were established by classical geodetic methods
 DN1335.and adjusted by the National Geodetic Survey in February 1996..
 DN1335
 DN1335
 DN1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1335
 DN1335.The geoid height was determined by GEOID03.
 DN1335
 DN1335;                    North         East     Units Scale Factor Converg.
 DN1335;SPC TXNC     - 2,173,846.304   727,707.877   MT  0.99987728   +0 44 50.4
 DN1335;SPC TXNC     - 7,132,027.42  2,387,488.26   sFT  0.99987728   +0 44 50.4
 DN1335;UTM  14      - 3,677,999.507   674,276.546   MT  0.99997448   +1 01 30.3
 DN1335
 DN1335                          SUPERSEDED SURVEY CONTROL
 DN1335
 DN1335  NAD 83(1993)-  33 13 36.80909(N)    097 07 47.02495(W) AD(       ) 4
 DN1335  NAD 83(1986)-  33 13 36.81229(N)    097 07 47.02220(W) AD(       ) 4
 DN1335  NAD 27      -  33 13 36.38200(N)    097 07 45.97500(W) AD(       ) 3
 DN1335
 DN1335.Superseded values are not recommended for survey control.
 DN1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1335.See file dsdata.txt to determine how the superseded data were derived.
 DN1335
 DN1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7427778000(NAD 83)
 DN1335_MARKER: 63 = STACK
 DN1335
 DN1335  HISTORY     - Date     Condition        Report By
 DN1335  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1335  HISTORY     - 1955     GOOD             TXHD
 DN1335  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN1335  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 DN1335
 DN1335                          STATION DESCRIPTION
 DN1335
 DN1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1335'THE STATION IS LOCATED ON THE CAMPUS OF THE TEXAS STATE COLLEGE
 DN1335'FOR WOMEN AND JUST WEST OF THE LAUNDRY BUILDING.
 DN1335'
 DN1335'THE STACK IS OF RE-ENFORCED CONCRETE CONSTRUCTION, 10 FEET IN
 DN1335'DIAMETER AT THE BASE, 6 FEET IN DIAMETER AT THE TOP AND HAS
 DN1335'AN OVER-ALL HEIGHT OF 110 FEET.
 DN1335'
 DN1335'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE STACK.
 DN1335
 DN1335                          STATION RECOVERY (1955)
 DN1335
 DN1335'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1335'STATION RECOVERED IN GOOD CONDITION.
 DN1335
 DN1335                          STATION RECOVERY (1995)
 DN1335
 DN1335'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1335'MARK NOT FOUND.
 DN1335
 DN1335                          STATION RECOVERY (1998)
 DN1335
 DN1335'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0742 ***********************************************************************
 AO0742  DESIGNATION -  DENTONIO
 AO0742  PID         -  AO0742
 AO0742  STATE/COUNTY-  TX/DIMMIT
 AO0742  USGS QUAD   -  DENTONIO (1984)
 AO0742
 AO0742                         *CURRENT SURVEY CONTROL
 AO0742  ___________________________________________________________________
 AO0742* NAD 83(1993)-  28 18 33.39377(N)    099 56 12.92525(W)     ADJUSTED  
 AO0742* NAVD 88     -       250.8    (meters)     823.     (feet)  VERTCON   
 AO0742  ___________________________________________________________________
 AO0742  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AO0742  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AO0742
 AO0742  HORZ ORDER  -  FIRST
 AO0742
 AO0742.The horizontal coordinates were established by classical geodetic methods
 AO0742.and adjusted by the National Geodetic Survey in February 1996..
 AO0742
 AO0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0742
 AO0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0742
 AO0742.The geoid height was determined by GEOID03.
 AO0742
 AO0742;                    North         East     Units Scale Factor Converg.
 AO0742;SPC TXSC     - 4,053,117.999   508,105.850   MT  1.00002208   -0 27 32.4
 AO0742;SPC TXSC     -13,297,604.64  1,667,010.61   sFT  1.00002208   -0 27 32.4
 AO0742;SPC TX S     - 5,293,607.699   159,048.276   MT  1.00015514   -0 39 08.5
 AO0742;SPC TX S     -17,367,444.59    521,810.89   sFT  1.00015514   -0 39 08.5
 AO0742;UTM  14      - 3,131,819.429   408,141.385   MT  0.99970414   -0 26 39.7
 AO0742
 AO0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0742!SPC TXSC     -   0.99996431  x   1.00002208  =   0.99998639
 AO0742!SPC TX S     -   0.99996431  x   1.00015514  =   1.00011944
 AO0742!UTM  14      -   0.99996431  x   0.99970414  =   0.99966846
 AO0742
 AO0742:                Primary Azimuth Mark                     Grid Az
 AO0742:SPC TXSC     -  WINDMILL NEAR STA RED                    284 09 50.7
 AO0742:SPC TX S     -  WINDMILL NEAR STA RED                    284 21 26.8
 AO0742:UTM  14      -  WINDMILL NEAR STA RED                    284 08 58.0
 AO0742
 AO0742|---------------------------------------------------------------------|
 AO0742| PID    Reference Object                     Distance      Geod. Az  |
 AO0742|                                                           dddmmss.s |
 AO0742| AP0219 WINDMILL NEAR STA RED               APPROX. 9.1 KM 2834218.3 |
 AO0742| AP0218 WINDMILL NEAR STA RED NO WHEEL      APPROX. 9.9 KM 2863536.4 |
 AO0742| AO0738 DENTONIO HOTEL SOUTH GABLE          APPROX. 2.3 KM 3075418.6 |
 AO0742| AO0741 DENTONIO WINDMILL                   APPROX. 2.5 KM 3164727.8 |
 AO0742| AO0739 WINDMILL NEAR CLUMP OF TREES        APPROX. 3.4 KM 3181645.7 |
 AO0742| AO0740 WINDMILL                            APPROX. 7.0 KM 3205005.6 |
 AO0742| CV3821 DENTONIO RM                          11.210 METERS 35139     |
 AO0742|---------------------------------------------------------------------|
 AO0742
 AO0742                          SUPERSEDED SURVEY CONTROL
 AO0742
 AO0742  NAD 83(1986)-  28 18 33.38969(N)    099 56 12.90182(W) AD(       ) 1
 AO0742  NAD 27      -  28 18 32.41800(N)    099 56 11.69900(W) AD(       ) 1
 AO0742  NGVD 29 (07/19/86)  250.7    (m)          823.     (f) VERT ANG       
 AO0742
 AO0742.Superseded values are not recommended for survey control.
 AO0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0742.See file dsdata.txt to determine how the superseded data were derived.
 AO0742
 AO0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0814131819(NAD 83)
 AO0742_MARKER: DS = TRIANGULATION STATION DISK
 AO0742_SETTING: 0 = UNSPECIFIED SETTING
 AO0742
 AO0742  HISTORY     - Date     Condition        Report By
 AO0742  HISTORY     - 1918     MONUMENTED       CGS
 AO0742  HISTORY     - 1935     SEE DESCRIPTION  CGS
 AO0742
 AO0742                          STATION DESCRIPTION
 AO0742
 AO0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AO0742'STATION IS ABOUT 1-1/2 MILES SE OF DENTONIO.
 AO0742'
 AO0742'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AO0742'CONCRETE.
 AO0742'
 AO0742'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AO0742'
 AO0742'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AO0742'CONCRETE, 11.210 METERS (36.78 FEET) FROM THE STATION, N 8 DEG 21 MIN
 AO0742'W.
 AO0742'
 AO0742'TO REACH THE STATION FROM DENTONIO, TAKE THE ROAD S FOR
 AO0742'CATARINA RANCH 1-1/4 MILES ACROSS A SMALL VALLEY AND UP A
 AO0742'FAIRLY STEEP HILL.  TURN TO THE E AND FOLLOW THE RIDGE 1/2
 AO0742'MILE TO THE STATION, WHICH IS ON THE HIGHEST PART AND AT THE
 AO0742'EASTERN EXTREMITY OF THE HIGHEST HILL IN THE VICINITY.
 AO0742'
 AO0742'ELEVATION OF STATION, 250.7 METERS (823 FEET).
 AO0742
 AO0742                          STATION RECOVERY (1935)
 AO0742
 AO0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WIG)
 AO0742'SURFACE AND REFERENCE MARKS HAVE BEEN DESTROYED.  NO EFFORT
 AO0742'WAS MADE TO LOCATE THE SUBSURFACE MARK.  THE SURFACE MARKS
 AO0742'WERE LYING LOOSE ON THE GROUND.
 AO0742'
 AO0742'ORIGINAL DESCRIPTION GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0738 ***********************************************************************
 AO0738  DESIGNATION -  DENTONIO HOTEL SOUTH GABLE
 AO0738  PID         -  AO0738
 AO0738  STATE/COUNTY-  TX/DIMMIT
 AO0738  USGS QUAD   -  DENTONIO (1984)
 AO0738
 AO0738                         *CURRENT SURVEY CONTROL
 AO0738  ___________________________________________________________________
 AO0738* NAD 83(1993)-  28 19 18.91688(N)    099 57 19.00300(W)     ADJUSTED  
 AO0738* NAVD 88     -                                                        
 AO0738  ___________________________________________________________________
 AO0738  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AO0738  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AO0738
 AO0738  HORZ ORDER  -  THIRD
 AO0738
 AO0738.The horizontal coordinates were established by classical geodetic methods
 AO0738.and adjusted by the National Geodetic Survey in February 1996..
 AO0738
 AO0738
 AO0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0738
 AO0738.The geoid height was determined by GEOID03.
 AO0738
 AO0738;                    North         East     Units Scale Factor Converg.
 AO0738;SPC TXSC     - 4,054,533.954   506,317.072   MT  1.00001819   -0 28 04.8
 AO0738;SPC TXSC     -13,302,250.15  1,661,141.93   sFT  1.00001819   -0 28 04.8
 AO0738;SPC TX S     - 5,295,029.869   157,264.033   MT  1.00016021   -0 39 38.5
 AO0738;SPC TX S     -17,372,110.50    515,957.08   sFT  1.00016021   -0 39 38.5
 AO0738;UTM  14      - 3,133,234.481   406,352.805   MT  0.99970823   -0 27 11.7
 AO0738
 AO0738                          SUPERSEDED SURVEY CONTROL
 AO0738
 AO0738  NAD 83(1986)-  28 19 18.91290(N)    099 57 18.97964(W) AD(       ) 4
 AO0738  NAD 27      -  28 19 17.94300(N)    099 57 17.77500(W) AD(       ) 3
 AO0738
 AO0738.Superseded values are not recommended for survey control.
 AO0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0738.See file dsdata.txt to determine how the superseded data were derived.
 AO0738
 AO0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0635333234(NAD 83)
 AO0738_MARKER: 81 = GABLE
 AO0738
 AO0738  HISTORY     - Date     Condition        Report By
 AO0738  HISTORY     - 1918     FIRST OBSERVED   CGS
 AO0738
 AO0738                          STATION DESCRIPTION
 AO0738
 AO0738'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0741 ***********************************************************************
 AO0741  DESIGNATION -  DENTONIO WINDMILL
 AO0741  PID         -  AO0741
 AO0741  STATE/COUNTY-  TX/DIMMIT
 AO0741  USGS QUAD   -  DENTONIO (1984)
 AO0741
 AO0741                         *CURRENT SURVEY CONTROL
 AO0741  ___________________________________________________________________
 AO0741* NAD 83(1993)-  28 19 32.72193(N)    099 57 15.91140(W)     ADJUSTED  
 AO0741* NAVD 88     -                                                        
 AO0741  ___________________________________________________________________
 AO0741  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AO0741  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AO0741
 AO0741  HORZ ORDER  -  THIRD
 AO0741
 AO0741.The horizontal coordinates were established by classical geodetic methods
 AO0741.and adjusted by the National Geodetic Survey in February 1996..
 AO0741
 AO0741
 AO0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0741
 AO0741.The geoid height was determined by GEOID03.
 AO0741
 AO0741;                    North         East     Units Scale Factor Converg.
 AO0741;SPC TXSC     - 4,054,958.244   506,404.758   MT  1.00001702   -0 28 03.3
 AO0741;SPC TXSC     -13,303,642.17  1,661,429.61   sFT  1.00001702   -0 28 03.3
 AO0741;SPC TX S     - 5,295,453.921   157,353.158   MT  1.00016176   -0 39 37.1
 AO0741;SPC TX S     -17,373,501.74    516,249.49   sFT  1.00016176   -0 39 37.1
 AO0741;UTM  14      - 3,133,658.662   406,440.354   MT  0.99970803   -0 27 10.4
 AO0741
 AO0741                          SUPERSEDED SURVEY CONTROL
 AO0741
 AO0741  NAD 83(1986)-  28 19 32.71799(N)    099 57 15.88803(W) AD(       ) 4
 AO0741  NAD 27      -  28 19 31.74900(N)    099 57 14.68200(W) AD(       ) 3
 AO0741
 AO0741.Superseded values are not recommended for survey control.
 AO0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0741.See file dsdata.txt to determine how the superseded data were derived.
 AO0741
 AO0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0644033659(NAD 83)
 AO0741_MARKER: 66 = WINDMILL
 AO0741
 AO0741  HISTORY     - Date     Condition        Report By
 AO0741  HISTORY     - 1918     FIRST OBSERVED   CGS
 AO0741
 AO0741                          STATION DESCRIPTION
 AO0741
 AO0741'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0829 ***********************************************************************
 CV0829  DESIGNATION -  DENVER CITY GAS CO TK
 CV0829  PID         -  CV0829
 CV0829  STATE/COUNTY-  TX/YOAKUM
 CV0829  USGS QUAD   -  DENVER CITY (1971)
 CV0829
 CV0829                         *CURRENT SURVEY CONTROL
 CV0829  ___________________________________________________________________
 CV0829* NAD 83(1993)-  32 59 29.72182(N)    102 48 44.89478(W)     ADJUSTED  
 CV0829* NAVD 88     -                                                        
 CV0829  ___________________________________________________________________
 CV0829  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 CV0829  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 CV0829
 CV0829  HORZ ORDER  -  THIRD
 CV0829
 CV0829.The horizontal coordinates were established by classical geodetic methods
 CV0829.and adjusted by the National Geodetic Survey in February 1996..
 CV0829.No horizontal observational check was made to the station.
 CV0829
 CV0829
 CV0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0829
 CV0829.The geoid height was determined by GEOID03.
 CV0829
 CV0829;                    North         East     Units Scale Factor Converg.
 CV0829;SPC TXNC     - 2,155,190.707   197,111.804   MT  0.99987317   -2 21 07.2
 CV0829;SPC TXNC     - 7,070,821.51    646,690.98   sFT  0.99987317   -2 21 07.2
 CV0829;UTM  13      - 3,652,479.740   704,389.622   MT  1.00011511   +1 11 29.6
 CV0829
 CV0829                          SUPERSEDED SURVEY CONTROL
 CV0829
 CV0829  NAD 83(1993)-  32 59 29.72305(N)    102 48 44.89439(W) AD(       ) 4
 CV0829  NAD 83(1986)-  32 59 29.72726(N)    102 48 44.89083(W) AD(       ) 4
 CV0829  NAD 27      -  32 59 29.33596(N)    102 48 43.15076(W) AD(       ) 3
 CV0829
 CV0829.Superseded values are not recommended for survey control.
 CV0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0829.See file dsdata.txt to determine how the superseded data were derived.
 CV0829
 CV0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS0439052480(NAD 83)
 CV0829_MARKER: 53 = ELEVATED TANK
 CV0829
 CV0829  HISTORY     - Date     Condition        Report By
 CV0829  HISTORY     - 1973     FIRST OBSERVED   NGS
 CV0829
 CV0829                          STATION DESCRIPTION
 CV0829
 CV0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CV0829'A STANDARD SHAPED WATER TANK WITH A CONICAL SHAPED ROOF, SUPPORTED BY
 CV0829'A 4-LEGGED STEEL STRUCTURE, PAINTED SILVER IN COLOR.  LOCATED ABOUT
 CV0829'1-1/2 MILES NORTHEAST OF THE CENTER OF THE CITY, 0.3 MILE EAST
 CV0829'OF THE JUNCTION OF STATE HIGHWAY 214 AND FARM ROAD 1939, AND 0.1
 CV0829'MILE SOUTH OF THE FARM ROAD IN THE YARD OF THE GAS CO. PLANT.  IT
 CV0829'IS APPROXIMATELY 100 FEET IN HEIGHT OVERALL.  THE POINT OBSERVED IS
 CV0829'THE TOP CENTER OF THE TANK.
 CV0829'
 CV0829'(OBSERVED FROM STATIONS GIBSON, PENSIVE, HUDSON, AND GILLY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0830 ***********************************************************************
 CV0830  DESIGNATION -  DENVER CITY LARGE TANK
 CV0830  PID         -  CV0830
 CV0830  STATE/COUNTY-  TX/YOAKUM
 CV0830  USGS QUAD   -  DENVER CITY (1971)
 CV0830
 CV0830                         *CURRENT SURVEY CONTROL
 CV0830  ___________________________________________________________________
 CV0830* NAD 83(1993)-  32 57 55.55021(N)    102 49 38.49635(W)     ADJUSTED  
 CV0830* NAVD 88     -                                                        
 CV0830  ___________________________________________________________________
 CV0830  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CV0830  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 CV0830
 CV0830  HORZ ORDER  -  THIRD
 CV0830
 CV0830.The horizontal coordinates were established by classical geodetic methods
 CV0830.and adjusted by the National Geodetic Survey in February 1996..
 CV0830.No horizontal observational check was made to the station.
 CV0830
 CV0830
 CV0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0830
 CV0830.The geoid height was determined by GEOID03.
 CV0830
 CV0830;                    North         East     Units Scale Factor Converg.
 CV0830;SPC TXNC     - 2,152,349.619   195,602.116   MT  0.99987375   -2 21 36.4
 CV0830;SPC TXNC     - 7,061,500.38    641,737.94   sFT  0.99987375   -2 21 36.4
 CV0830;UTM  13      - 3,649,550.086   703,058.081   MT  1.00010842   +1 10 57.4
 CV0830
 CV0830                          SUPERSEDED SURVEY CONTROL
 CV0830
 CV0830  NAD 83(1993)-  32 57 55.55153(N)    102 49 38.49594(W) AD(       ) 4
 CV0830  NAD 83(1986)-  32 57 55.55568(N)    102 49 38.49247(W) AD(       ) 4
 CV0830  NAD 27      -  32 57 55.16689(N)    102 49 36.75231(W) AD(       ) 3
 CV0830
 CV0830.Superseded values are not recommended for survey control.
 CV0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0830.See file dsdata.txt to determine how the superseded data were derived.
 CV0830
 CV0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS0305849550(NAD 83)
 CV0830_MARKER: 53 = ELEVATED TANK
 CV0830
 CV0830  HISTORY     - Date     Condition        Report By
 CV0830  HISTORY     - 1973     FIRST OBSERVED   NGS
 CV0830
 CV0830                          STATION DESCRIPTION
 CV0830
 CV0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CV0830'AN OVAL SHAPED WATER TANK, SUPPORTED BY A 6-LEGGED STEEL
 CV0830'STRUCTURE.  LOCATED IN THE EAST CENTRAL PART OF THE CITY, IN THE
 CV0830'SOUTHEAST CORNER OF THE INTERSECTION OF WASHINGTON AVE, AND EAST
 CV0830'SECOND ST. ONE BLOCK NORTH OF STATE HIGHWAY 83, AND ON THE SOUTH
 CV0830'SIDE OF THE COUNTY SHERIFFS OFFICE.  IT IS APPROXIMATELY 140 FEET
 CV0830'IN HEIGHT OVERALL.  THE POINT OBSERVED IS THE VENT CAP AT THE
 CV0830'TOP CENTER OF THE TANK.
 CV0830'
 CV0830'(OBSERVED FROM STATIONS GIBSON, PENSIVE, HUDSON, AND GILLY).  AND
 CV0830'TEXPAC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0831 ***********************************************************************
 CV0831  DESIGNATION -  DENVER CITY SMALL TANK
 CV0831  PID         -  CV0831
 CV0831  STATE/COUNTY-  TX/YOAKUM
 CV0831  USGS QUAD   -  DENVER CITY (1971)
 CV0831
 CV0831                         *CURRENT SURVEY CONTROL
 CV0831  ___________________________________________________________________
 CV0831* NAD 83(1993)-  32 58 21.34618(N)    102 49 48.15302(W)     ADJUSTED  
 CV0831* NAVD 88     -                                                        
 CV0831  ___________________________________________________________________
 CV0831  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 CV0831  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 CV0831
 CV0831  HORZ ORDER  -  THIRD
 CV0831
 CV0831.The horizontal coordinates were established by classical geodetic methods
 CV0831.and adjusted by the National Geodetic Survey in February 1996..
 CV0831.No horizontal observational check was made to the station.
 CV0831
 CV0831
 CV0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0831
 CV0831.The geoid height was determined by GEOID03.
 CV0831
 CV0831;                    North         East     Units Scale Factor Converg.
 CV0831;SPC TXNC     - 2,153,153.860   195,384.324   MT  0.99987357   -2 21 41.7
 CV0831;SPC TXNC     - 7,064,138.96    641,023.40   sFT  0.99987357   -2 21 41.7
 CV0831;UTM  13      - 3,650,339.516   702,790.946   MT  1.00010709   +1 10 53.0
 CV0831
 CV0831                          SUPERSEDED SURVEY CONTROL
 CV0831
 CV0831  NAD 83(1993)-  32 58 21.34748(N)    102 49 48.15260(W) AD(       ) 4
 CV0831  NAD 83(1986)-  32 58 21.35164(N)    102 49 48.14913(W) AD(       ) 4
 CV0831  NAD 27      -  32 58 20.96244(N)    102 49 46.40731(W) AD(       ) 3
 CV0831
 CV0831.Superseded values are not recommended for survey control.
 CV0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0831.See file dsdata.txt to determine how the superseded data were derived.
 CV0831
 CV0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS0279150340(NAD 83)
 CV0831_MARKER: 53 = ELEVATED TANK
 CV0831
 CV0831  HISTORY     - Date     Condition        Report By
 CV0831  HISTORY     - 1973     FIRST OBSERVED   NGS
 CV0831
 CV0831                          STATION DESCRIPTION
 CV0831
 CV0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CV0831'A STANDARD SHAPED WATER TANK WITH A CONICAL SHAPED ROOF,
 CV0831'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE, PAINTED SILVER IN COLOR.
 CV0831'LOCATED IN THE NORTH PART OF THE CITY, IN THE BLOCK WEST OF NORTH
 CV0831'MAIN ST. BOUNDED ON THE SOUTH BY WEST 8TH ST. AND ON THE NORTH BY
 CV0831'WEST 9TH ST.  IT IS APPROXIMATELY 140 FEET IN HEIGHT OVERALL.
 CV0831'THE POINT OBSERVED IS THE FINIAL AT THE TOP CENTER OF THE TANK.
 CV0831'
 CV0831'(OBSERVED FROM STATIONS GIBSON, PENSIVE, HUDSON, AND GILLY).  AND
 CV0831'TEXPAC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1339 ***********************************************************************
 DM1339  DESIGNATION -  DENWIDDE
 DM1339  PID         -  DM1339
 DM1339  STATE/COUNTY-  TX/RED RIVER
 DM1339  USGS QUAD   -  DETROIT (1964)
 DM1339
 DM1339                         *CURRENT SURVEY CONTROL
 DM1339  ___________________________________________________________________
 DM1339* NAD 83(1993)-  33 43 44.09223(N)    095 15 51.01538(W)     ADJUSTED  
 DM1339* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 DM1339  ___________________________________________________________________
 DM1339  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 DM1339  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DM1339
 DM1339  HORZ ORDER  -  SECOND
 DM1339
 DM1339.The horizontal coordinates were established by classical geodetic methods
 DM1339.and adjusted by the National Geodetic Survey in February 1996..
 DM1339
 DM1339.The orthometric height was scaled from a topographic map.
 DM1339
 DM1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1339
 DM1339.The geoid height was determined by GEOID03.
 DM1339
 DM1339;                    North         East     Units Scale Factor Converg.
 DM1339;SPC TXNC     - 2,233,306.841   899,822.935   MT  0.99994234   +1 45 53.3
 DM1339;SPC TXNC     - 7,327,107.53  2,952,169.08   sFT  0.99994234   +1 45 53.3
 DM1339;UTM  15      - 3,734,401.426   290,225.768   MT  1.00014253   -1 15 27.6
 DM1339
 DM1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1339!SPC TXNC     -   0.99997883  x   0.99994234  =   0.99992117
 DM1339!UTM  15      -   0.99997883  x   1.00014253  =   1.00012136
 DM1339
 DM1339|---------------------------------------------------------------------|
 DM1339| PID    Reference Object                     Distance      Geod. Az  |
 DM1339|                                                           dddmmss.s |
 DM1339| CX9447 DENWIDDE RM 1                        23.132 METERS 05228     |
 DM1339| CX9446 DENWIDDE AZ MK                                     2683122.8 |
 DM1339| DM1338 BM 50 WWF                           244.228 METERS 27209     |
 DM1339| CX9448 DENWIDDE RM 2                        25.765 METERS 27502     |
 DM1339|---------------------------------------------------------------------|
 DM1339
 DM1339                          SUPERSEDED SURVEY CONTROL
 DM1339
 DM1339  NAD 83(1993)-  33 43 44.09290(N)    095 15 51.01486(W) AD(       ) 2
 DM1339  NAD 83(1986)-  33 43 44.09828(N)    095 15 51.00309(W) AD(       ) 2
 DM1339  NAD 27      -  33 43 43.70700(N)    095 15 50.17900(W) AD(       ) 2
 DM1339
 DM1339.Superseded values are not recommended for survey control.
 DM1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1339.See file dsdata.txt to determine how the superseded data were derived.
 DM1339
 DM1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9022634401(NAD 83)
 DM1339_MARKER: DS = TRIANGULATION STATION DISK
 DM1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1339
 DM1339  HISTORY     - Date     Condition        Report By
 DM1339  HISTORY     - 1951     MONUMENTED       CGS
 DM1339  HISTORY     - 1957     GOOD             CGS
 DM1339
 DM1339                          STATION DESCRIPTION
 DM1339
 DM1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1339'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF DETROIT AND
 DM1339'1/4 MILE EAST OF FARM ROAD 410.  IT IS 29 FEET SOUTH OF THE
 DM1339'CENTER OF A DIRT ROAD, 16 FEET SOUTHEAST OF A FENCE CORNER,
 DM1339'11 FEET SOUTH OF A LOT FENCE AND 11 FEET EAST OF A FENCE.
 DM1339'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED DENWIDDE
 DM1339'1951.
 DM1339'
 DM1339'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTER OF THE
 DM1339'DIRT ROAD AND IS SET IN THE NORTH RIGHT-OF-WAY FENCE LINE.
 DM1339'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DENWIDDE
 DM1339'NO 1 1951.
 DM1339'
 DM1339'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTER OF THE
 DM1339'DIRT ROAD AND 3 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 DM1339'2 INCHES AND THE DISK IS STAMPED DENWIDDE NO 2 1951.
 DM1339'
 DM1339'BM 50 WWF 1949 (USGS) IS 15 FEET NORTH OF THE CENTER OF THE
 DM1339'DIRT ROAD AND 1.5 FEET SOUTH OF A FENCE LINE.  THE MARK IS
 DM1339'A 7 BY 7 INCH CONCRETE POST AND PROJECTS 7 INCHES.  THE DISK
 DM1339'IS A STANDARD USGS BM DISK AND IS STAMPED 50 WWF 1949.
 DM1339'
 DM1339'THE AZIMUTH MARK IS 28 FEET WEST OF THE CENTER OF FARM ROAD
 DM1339'410, 2.5 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 DM1339'OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 DM1339'STAMPED DENWIDDE 1951.
 DM1339'
 DM1339'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1339'DENWIDDE TO BM 50 WWF 1949 (USGS).  THE DISTANCE IS SHOWN
 DM1339'ABOVE.
 DM1339'
 DM1339'TO REACH THE STATION FROM DETROIT, FROM THE RAIL ROAD CROSSING
 DM1339'JUST WEST OF THE DEPOT, GO NORTH ON FARM ROAD 410, A MACADUM
 DM1339'TOP ROAD, FOR 5.0 MILES TO THE AZIMUTH MARK ON THE LEFT AND
 DM1339'A DIRT SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE
 DM1339'DIRT ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 DM1339'
 DM1339'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 DM1339
 DM1339                          STATION RECOVERY (1957)
 DM1339
 DM1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1339'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1339'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1339'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1974 ***********************************************************************
 FL1974  DESIGNATION -  DENWORTH
 FL1974  PID         -  FL1974
 FL1974  STATE/COUNTY-  TX/GRAY
 FL1974  USGS QUAD   -  POND CREEK (1976)
 FL1974
 FL1974                         *CURRENT SURVEY CONTROL
 FL1974  ___________________________________________________________________
 FL1974* NAD 83(1993)-  35 25 14.05054(N)    100 35 42.97044(W)     ADJUSTED  
 FL1974* NAVD 88     -       838.     (meters)    2749.     (feet)  SCALED    
 FL1974  ___________________________________________________________________
 FL1974  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 FL1974  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL1974
 FL1974  HORZ ORDER  -  THIRD
 FL1974
 FL1974.The horizontal coordinates were established by classical geodetic methods
 FL1974.and adjusted by the National Geodetic Survey in February 1996..
 FL1974
 FL1974.The orthometric height was scaled from a topographic map.
 FL1974
 FL1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1974
 FL1974.The geoid height was determined by GEOID03.
 FL1974
 FL1974;                    North         East     Units Scale Factor Converg.
 FL1974;SPC TX N     - 1,157,969.105   282,157.903   MT  0.99991088   +0 31 27.6
 FL1974;SPC TX N     - 3,799,103.64    925,713.05   sFT  0.99991088   +0 31 27.6
 FL1974;UTM  14      - 3,920,852.974   355,171.571   MT  0.99985849   -0 55 29.1
 FL1974
 FL1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1974!SPC TX N     -   0.99987254  x   0.99991088  =   0.99978343
 FL1974!UTM  14      -   0.99987254  x   0.99985849  =   0.99973105
 FL1974
 FL1974|---------------------------------------------------------------------|
 FL1974| PID    Reference Object                     Distance      Geod. Az  |
 FL1974|                                                           dddmmss.s |
 FL1974| CK8514 DENWORTH RM 1                         7.544 METERS 00009     |
 FL1974| CK8513 DENWORTH AZ MK                                     0183622.0 |
 FL1974| CK8515 DENWORTH RM 2                         7.530 METERS 19946     |
 FL1974|---------------------------------------------------------------------|
 FL1974
 FL1974                          SUPERSEDED SURVEY CONTROL
 FL1974
 FL1974  NAD 83(1993)-  35 25 14.05184(N)    100 35 42.96989(W) AD(       ) 3
 FL1974  NAD 83(1986)-  35 25 14.05539(N)    100 35 42.96013(W) AD(       ) 3
 FL1974  NAD 27      -  35 25 13.88200(N)    100 35 41.47800(W) AD(       ) 3
 FL1974
 FL1974.Superseded values are not recommended for survey control.
 FL1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1974.See file dsdata.txt to determine how the superseded data were derived.
 FL1974
 FL1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5517220853(NAD 83)
 FL1974_MARKER: DS = TRIANGULATION STATION DISK
 FL1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1974
 FL1974  HISTORY     - Date     Condition        Report By
 FL1974  HISTORY     - 1951     MONUMENTED       CGS
 FL1974  HISTORY     - 1968     GOOD             CGS
 FL1974
 FL1974                          STATION DESCRIPTION
 FL1974
 FL1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1974'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF MC LEAN, 9
 FL1974'MILES SOUTH-SOUTH EAST OF LAKETON, 250 FEET WEST OF THE
 FL1974'APPROXIMATE CENTER OF A GRADED DIRT ROAD, 6 FEET WEST OF A WITNESS
 FL1974'POST, AND ON A SAND DUNE.  THE MARK PROJECTS 3 INCHES, AND THE
 FL1974'DISK IS STAMPED DENWORTH 1951.
 FL1974'
 FL1974'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 FL1974'DENWORTH NO 1 1951.
 FL1974'
 FL1974'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 FL1974'DENWORTH NO 2 1951.
 FL1974'
 FL1974'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF A CATTLE GUARD, 30 FEET
 FL1974'EAST OF THE APPROXIMATE CENTER OF A GRADED DIRT ROAD, AND 12
 FL1974'FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES,
 FL1974'AND THE DISK IS STAMPED DENWORTH 1951.
 FL1974'
 FL1974'TO REACH THE STATION FROM THE LAKETON POST OFFICE.  GO EAST
 FL1974'ON STATE ROUTE 152 FOR 3.15 MILES TO A T-ROAD RIGHT AND A SIGN
 FL1974'MCLEAN, TURN RIGHT AND GO SOUTH FOR 6.3 MILES TO A CATTLE
 FL1974'GUARD.  CONTINUE SOUTH FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 FL1974'LEFT.  CONTINUE SOUTH FOR 0.4 MILE TO THE STATION ON THE RIGHT
 FL1974'AS DESCRIBED.
 FL1974
 FL1974                          STATION RECOVERY (1968)
 FL1974
 FL1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FL1974'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 FL1974'RECOVERED IN GOOD CONDITION.  METAL WITNESS POSTS WERE SET AT
 FL1974'THE STATION MARK AND AZIMUTH MARK.  THE ORIGINAL DESCRIPTION
 FL1974'AND ROUTE PROCEEDING TO STATION ARE ADEQUATE FOR RECOVERY.
 FL1974'
 FL1974'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 FL1974'SOUTH OF LAKETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1341 ***********************************************************************
 DM1341  DESIGNATION -  DEPORT
 DM1341  PID         -  DM1341
 DM1341  STATE/COUNTY-  TX/LAMAR
 DM1341  USGS QUAD   -  DEPORT (1964)
 DM1341
 DM1341                         *CURRENT SURVEY CONTROL
 DM1341  ___________________________________________________________________
 DM1341* NAD 83(1993)-  33 31 54.32058(N)    095 20 07.71956(W)     ADJUSTED  
 DM1341* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 DM1341  ___________________________________________________________________
 DM1341  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DM1341  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DM1341
 DM1341  HORZ ORDER  -  THIRD
 DM1341
 DM1341.The horizontal coordinates were established by classical geodetic methods
 DM1341.and adjusted by the National Geodetic Survey in February 1996..
 DM1341
 DM1341.The orthometric height was scaled from a topographic map.
 DM1341
 DM1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1341
 DM1341.The geoid height was determined by GEOID03.
 DM1341
 DM1341;                    North         East     Units Scale Factor Converg.
 DM1341;SPC TXNC     - 2,211,249.145   893,876.451   MT  0.99990763   +1 43 33.3
 DM1341;SPC TXNC     - 7,254,739.90  2,932,659.66   sFT  0.99990763   +1 43 33.3
 DM1341;UTM  15      - 3,712,682.445   283,123.934   MT  1.00017991   -1 17 26.2
 DM1341
 DM1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1341!SPC TXNC     -   0.99998174  x   0.99990763  =   0.99988937
 DM1341!UTM  15      -   0.99998174  x   1.00017991  =   1.00016165
 DM1341
 DM1341:                Primary Azimuth Mark                     Grid Az
 DM1341:SPC TXNC     -  DEPORT MUNICIPAL TANK                    097 07 54.9
 DM1341:UTM  15      -  DEPORT MUNICIPAL TANK                    100 08 54.4
 DM1341
 DM1341|---------------------------------------------------------------------|
 DM1341| PID    Reference Object                     Distance      Geod. Az  |
 DM1341|                                                           dddmmss.s |
 DM1341| DM1340 DEPORT MUNICIPAL TANK               APPROX. 1.9 KM 0985128.2 |
 DM1341| CX9450 DEPORT RM 1                          20.977 METERS 13441     |
 DM1341| CX9449 DEPORT AZ MK                                       1413107.6 |
 DM1341| CX9451 DEPORT RM 2                          20.586 METERS 31609     |
 DM1341|---------------------------------------------------------------------|
 DM1341
 DM1341                          SUPERSEDED SURVEY CONTROL
 DM1341
 DM1341  NAD 83(1993)-  33 31 54.32163(N)    095 20 07.71854(W) AD(       ) 3
 DM1341  NAD 83(1986)-  33 31 54.32742(N)    095 20 07.70739(W) AD(       ) 3
 DM1341  NAD 27      -  33 31 53.94100(N)    095 20 06.88900(W) AD(       ) 3
 DM1341
 DM1341.Superseded values are not recommended for survey control.
 DM1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1341.See file dsdata.txt to determine how the superseded data were derived.
 DM1341
 DM1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT8312412682(NAD 83)
 DM1341_MARKER: DS = TRIANGULATION STATION DISK
 DM1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1341
 DM1341  HISTORY     - Date     Condition        Report By
 DM1341  HISTORY     - 1951     MONUMENTED       CGS
 DM1341  HISTORY     - 1957     SEE DESCRIPTION  CGS
 DM1341  HISTORY     - 1962     SEE DESCRIPTION  USGS
 DM1341  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM1341
 DM1341                          STATION DESCRIPTION
 DM1341
 DM1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1341'STATION IS LOCATED ABOUT 1.0 MILE WEST NORTHWEST OF DEPORT
 DM1341'ON THE RIGHT OF WAY OF U.S. HIGHWAY 271.  STATION IS 47 FEET
 DM1341'NORTHEAST OF THE CENTERLINE OF HIGHWAY, 22 FEET NORTHWEST
 DM1341'OF TELEPHONE POLE, 6 FEET WEST OF WITNESS POST AND 3.5 FEET
 DM1341'SOUTHWEST OF FENCE.  THE MARK IS FLUSH WITH THE GROUND AND
 DM1341'THE DISK IS STAMPED DEPORT 1951.
 DM1341'
 DM1341'REFERENCE MARK NO. 1 IS 47 FEET NORTHEAST OF THE CENTERLINE
 DM1341'OF HIGHWAY AND 3 FEET SOUTHWEST OF FENCE.  THE MARK PROJECTS
 DM1341'ABOUT 4 INCHES AND THE DISK IS STAMPED DEPORT NO 1 1951.
 DM1341'
 DM1341'REFERENCE MARK NO. 2 IS 48 FEET NORTHEAST OF THE CENTERLINE
 DM1341'OF HIGHWAY AND 2 FEET SOUTHWEST OF FENCE.  THE MARK IS FLUSH
 DM1341'WITH THE GROUND AND THE DISK IS STAMPED DEPORT NO 2 1951.
 DM1341'
 DM1341'AZIMUTH MARK IS 25 FEET WEST OF THE APPROXIMATE CENTERLINE
 DM1341'OF ROAD, 2 FEET NORTH OF POWER POLE AND 2 FEET NORTHWEST
 DM1341'OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 DM1341'DISK IS STAMPED DEPORT 1951.
 DM1341'
 DM1341'TO REACH FROM THE POST OFFICE IN DEPORT GO SOUTH FOR 0.25
 DM1341'MILE TO U.S. HIGHWAY 271.  TURN RIGHT AND GO NORTHWESTERLY
 DM1341'FOR 1.25 MILE TO STATION ON RIGHT AS DESCRIBED.  TO REACH
 DM1341'AZIMUTH FROM STATION GO SOUTHEAST ON U.S. HIGHWAY 271 FOR
 DM1341'0.65 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR
 DM1341'0.4 MILE TO AZIMUTH MARK ON RIGHT OR WEST SIDE OF ROAD AS
 DM1341'DESCRIBED.
 DM1341'
 DM1341'A 50 FOOT SIGNAL AT STATION BOGATA IS V.G.
 DM1341'
 DM1341'A 50 FOOT SIGNAL AT STATION MINTER IS V.G.
 DM1341'
 DM1341'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DM1341
 DM1341                          STATION RECOVERY (1957)
 DM1341
 DM1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1341'THE TOP OF THE STATION IS CUT OFF AND THE BRONZE PLATE IS
 DM1341'MISSING.
 DM1341'
 DM1341'REFERENCE MARK NO. 1 ALSO HAS THE TOP CUT OFF AND THE BRONZE
 DM1341'PLATE MISSING.  REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION
 DM1341'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 DM1341'ARE CORRECT.
 DM1341
 DM1341                          STATION RECOVERY (1962)
 DM1341
 DM1341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DM1341'RECOVERED AS DESCRIBED AND IN FAIR CONDITION.  CAP MISSING
 DM1341'FROM CONCRETE POST.
 DM1341'
 DM1341'REFERENCE MARK NO. 1 DESTROYED.
 DM1341'
 DM1341'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION.
 DM1341'
 DM1341'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.  BELIEVED TO HAVE
 DM1341'BEEN DESTROYED WHEN NEW ROAD BESIDE IT WAS CONSTRUCTED.
 DM1341
 DM1341                          STATION RECOVERY (1995)
 DM1341
 DM1341'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1340 ***********************************************************************
 DM1340  DESIGNATION -  DEPORT MUNICIPAL TANK
 DM1340  PID         -  DM1340
 DM1340  STATE/COUNTY-  TX/LAMAR
 DM1340  USGS QUAD   -  DEPORT (1964)
 DM1340
 DM1340                         *CURRENT SURVEY CONTROL
 DM1340  ___________________________________________________________________
 DM1340* NAD 83(1993)-  33 31 44.90981(N)    095 18 55.66145(W)     ADJUSTED  
 DM1340* NAVD 88     -                                                        
 DM1340  ___________________________________________________________________
 DM1340  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DM1340  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DM1340
 DM1340  HORZ ORDER  -  THIRD
 DM1340
 DM1340.The horizontal coordinates were established by classical geodetic methods
 DM1340.and adjusted by the National Geodetic Survey in February 1996..
 DM1340
 DM1340
 DM1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1340
 DM1340.The geoid height was determined by GEOID03.
 DM1340
 DM1340;                    North         East     Units Scale Factor Converg.
 DM1340;SPC TXNC     - 2,211,015.535   895,743.489   MT  0.99990725   +1 44 12.6
 DM1340;SPC TXNC     - 7,253,973.47  2,938,785.10   sFT  0.99990725   +1 44 12.6
 DM1340;UTM  15      - 3,712,350.822   284,976.588   MT  1.00017004   -1 16 46.1
 DM1340
 DM1340                          SUPERSEDED SURVEY CONTROL
 DM1340
 DM1340  NAD 83(1993)-  33 31 44.91084(N)    095 18 55.65972(W) AD(       ) 4
 DM1340  NAD 83(1986)-  33 31 44.91668(N)    095 18 55.64883(W) AD(       ) 4
 DM1340  NAD 27      -  33 31 44.53000(N)    095 18 54.83700(W) AD(       ) 3
 DM1340
 DM1340.Superseded values are not recommended for survey control.
 DM1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1340.See file dsdata.txt to determine how the superseded data were derived.
 DM1340
 DM1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT8497712351(NAD 83)
 DM1340_MARKER: 53 = ELEVATED TANK
 DM1340
 DM1340  HISTORY     - Date     Condition        Report By
 DM1340  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1340  HISTORY     - 1957     GOOD             CGS
 DM1340  HISTORY     - 19950613 GOOD             USPSQD
 DM1340
 DM1340                          STATION DESCRIPTION
 DM1340
 DM1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1340'THE STATION IS LOCATED AT THE NORTH EDGE OF THE BUSINESS
 DM1340'DISTRICT.  IT IS APPROXIMATELY 90 FEET HIGH, HAS 4-LEGS AND
 DM1340'IS PAINTED SILVER.
 DM1340'
 DM1340'THE POINT INTERSECTED WAS THE BALL ON TOP.
 DM1340
 DM1340                          STATION RECOVERY (1957)
 DM1340
 DM1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1340'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DM1340'PROCEEDING TO STATION SITE ARE CORRECT.
 DM1340
 DM1340                          STATION RECOVERY (1995)
 DM1340
 DM1340'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0192 ***********************************************************************
 AO0192  FBN         -  This is a Federal Base Network Control Station.
 AO0192  DESIGNATION -  DERBY
 AO0192  PID         -  AO0192
 AO0192  STATE/COUNTY-  TX/FRIO
 AO0192  USGS QUAD   -  DERBY (1982)
 AO0192
 AO0192                         *CURRENT SURVEY CONTROL
 AO0192  ___________________________________________________________________
 AO0192* NAD 83(1993)-  28 46 06.37633(N)    099 07 58.12014(W)     ADJUSTED  
 AO0192* NAVD 88     -       157.623  (meters)     517.13   (feet)  ADJUSTED  
 AO0192  ___________________________________________________________________
 AO0192  X           -    -888,113.844 (meters)                     COMP
 AO0192  Y           -  -5,524,420.206 (meters)                     COMP
 AO0192  Z           -   3,051,493.122 (meters)                     COMP
 AO0192  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AO0192  ELLIP HEIGHT-         133.09  (meters)          (05/01/00) GPS OBS
 AO0192  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AO0192  DYNAMIC HT  -         157.392 (meters)     516.38  (feet)  COMP
 AO0192  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 AO0192
 AO0192  HORZ ORDER  -  B
 AO0192  VERT ORDER  -  FIRST     CLASS II
 AO0192  ELLP ORDER  -  THIRD     CLASS I
 AO0192
 AO0192.The horizontal coordinates were established by GPS observations
 AO0192.and adjusted by the National Geodetic Survey in May 1994..
 AO0192
 AO0192.The orthometric height was determined by differential leveling
 AO0192.and adjusted by the National Geodetic Survey in June 1991..
 AO0192.WARNING-GPS observations at this control monument resulted in a GPS
 AO0192.derived orthometric height which differed from the leveled height by
 AO0192.more than one decimeter (0.1 meter).
 AO0192
 AO0192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0192
 AO0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0192
 AO0192.The ellipsoidal height was determined by GPS observations
 AO0192.and is referenced to NAD 83.
 AO0192
 AO0192.The geoid height was determined by GEOID03.
 AO0192
 AO0192.The dynamic height is computed by dividing the NAVD 88
 AO0192.geopotential number by the normal gravity value computed on the
 AO0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0192.degrees latitude (g = 980.6199 gals.).
 AO0192
 AO0192.The modeled gravity was interpolated from observed gravity values.
 AO0192
 AO0192;                    North         East     Units Scale Factor Converg.
 AO0192;SPC TXSC     - 4,103,643.392   587,031.437   MT  0.99991176   -0 03 54.2
 AO0192;SPC TXSC     -13,463,370.03  1,925,952.31   sFT  0.99991176   -0 03 54.2
 AO0192;UTM  14      - 3,182,338.189   487,035.472   MT  0.99960207   -0 03 50.1
 AO0192
 AO0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0192!SPC TXSC     -   0.99997910  x   0.99991176  =   0.99989086
 AO0192!UTM  14      -   0.99997910  x   0.99960207  =   0.99958117
 AO0192
 AO0192:                Primary Azimuth Mark                     Grid Az
 AO0192:SPC TXSC     -  DERBY AZ MK 2                            014 18 53.8
 AO0192:UTM  14      -  DERBY AZ MK 2                            014 18 49.7
 AO0192
 AO0192|---------------------------------------------------------------------|
 AO0192| PID    Reference Object                     Distance      Geod. Az  |
 AO0192|                                                           dddmmss.s |
 AO0192| CV3823 DERBY AZ MK 2                                      0141459.6 |
 AO0192| CV3824 DERBY RM 3                           24.385 METERS 13853     |
 AO0192| AO0194 PTS 32 LS TEX C 33                   35.891 METERS 19308     |
 AO0192| AO0670 DILLEY RAD MAST                     APPROX.11.7 KM 2080517.1 |
 AO0192| CV3825 DERBY RM 4                            9.740 METERS 20949     |
 AO0192| AO0193 DERBY RM 1                           36.132 METERS 23658     |
 AO0192| CV3822 DERBY AZ MK                                        2425548.6 |
 AO0192| AO0530 DERBY RM 2                           28.946 METERS 35648     |
 AO0192|---------------------------------------------------------------------|
 AO0192
 AO0192                          SUPERSEDED SURVEY CONTROL
 AO0192
 AO0192  ELLIP H (05/09/94)  133.22   (m)                       GP(       ) 4 2
 AO0192  NAD 83(1986)-  28 46 06.37684(N)    099 07 58.09923(W) AD(       ) 1
 AO0192  NAD 27      -  28 46 05.46500(N)    099 07 56.98200(W) AD(       ) 1
 AO0192  NAVD 88 (05/09/94)  157.62   (m)          517.1    (f) LEVELING    3  
 AO0192  NGVD 29 (??/??/92)  157.500  (m)          516.73   (f) ADJ UNCH    1 2
 AO0192
 AO0192.Superseded values are not recommended for survey control.
 AO0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0192.See file dsdata.txt to determine how the superseded data were derived.
 AO0192
 AO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8703582338(NAD 83)
 AO0192_MARKER: DS = TRIANGULATION STATION DISK
 AO0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0192_SP_SET: CONCRETE POST
 AO0192_STAMPING: DERBY 1935
 AO0192_MARK LOGO: CGS   
 AO0192_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AO0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0192+STABILITY: SURFACE MOTION
 AO0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0192+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AO0192
 AO0192  HISTORY     - Date     Condition        Report By
 AO0192  HISTORY     - 1935     MONUMENTED       CGS
 AO0192  HISTORY     - 1939     GOOD             CGS
 AO0192  HISTORY     - 1952     GOOD             CGS
 AO0192  HISTORY     - 1956     GOOD             NGS
 AO0192  HISTORY     - 1957     GOOD             CGS
 AO0192  HISTORY     - 1971     GOOD             NGS
 AO0192  HISTORY     - 1971     GOOD             NGS
 AO0192  HISTORY     - 19860422 GOOD             USAF
 AO0192  HISTORY     - 1988     GOOD             USPSQD
 AO0192  HISTORY     - 19881128 GOOD             NGS
 AO0192  HISTORY     - 19890104 GOOD
 AO0192  HISTORY     - 19930222 GOOD             NGS
 AO0192  HISTORY     - 19950425 GOOD             NGS
 AO0192  HISTORY     - 19980228 GOOD             NGS
 AO0192  HISTORY     - 20030524 GOOD             USPSQD
 AO0192  HISTORY     - 20050521 GOOD             USPSQD
 AO0192
 AO0192                          STATION DESCRIPTION
 AO0192
 AO0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0192'STATION IS LOCATED IN THE VILLAGE OF DERBY BETWEEN THE MISSOURI
 AO0192'PACIFIC RAILROAD AND U.S. HIGHWAY 81.  327 FEET S OF DERBY
 AO0192'RAILROAD STATION.  58 FEET N OF CENTER LINE OF DIRT ROAD.
 AO0192'50 FEET W OF CENTER LINE OF RAILROAD TRACK.  MARK PROJECTS
 AO0192'6 INCHES ABOVE GROUND.
 AO0192'
 AO0192'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0192'BRONZE DISKS SET IN CONCRETE.
 AO0192'
 AO0192'REFERENCE MARK NO. 1 IS SW OF STATION, 30 FEET W OF CENTER
 AO0192'LINE OF U.S. HIGHWAY 81 AND 23 FEET S OF CENTER LINE OF DIRT
 AO0192'CROSS ROAD.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 AO0192'
 AO0192'REFERENCE MARK NO. 2 IS N OF STATION, 73 FEET W OF CENTER
 AO0192'LINE OF RAILROAD TRACKS.
 AO0192'
 AO0192'AZIMUTH MARK IS 0.55 MILE SW OF STATION, IN FENCE ON S SIDE
 AO0192'OF CULTIVATED FIELD, 0.2 MILE W OF DIRT ROAD.  MARK PROJECTS
 AO0192'4 INCHES ABOVE GROUND.  TO REACH FROM STATION GO 0.25 MILE
 AO0192'W ON DIRT ROAD.  TURN LEFT AND GO 0.35 MILE S.  TURN RIGHT
 AO0192'THRU GATE AND GO 0.2 MILE W ON PASTURE ROAD.  MARK IS THEN
 AO0192'40 YARDS N IN FENCE LINE.
 AO0192'
 AO0192'A U.S.G.S MARK TRAVERSE STATION NO. 32 L.S. TEXAS, WAS FOUND
 AO0192'IN GOOD CONDITION 117.20 FEET S OF STATION.
 AO0192'
 AO0192'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0192
 AO0192                          STATION RECOVERY (1939)
 AO0192
 AO0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RAE)
 AO0192'STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARK FOUND AS
 AO0192'DESCRIBED.
 AO0192'
 AO0192'REFERENCE MARK NO. 1 IS SW OF STATION, 1 FOOT E OF THE FENCE
 AO0192'LINE, 59 FEET W OF CENTER LINE OF U.S. HIGHWAY 81, AND 21
 AO0192'PACES S OF CENTER LINE OF DIRT CROSS ROAD.  MARK PROJECTS
 AO0192'4 INCHES ABOVE THE GROUND.
 AO0192'
 AO0192'U.G.S.G. TRAVERSE STATION NO. 32 L WAS FOUND IN GOOD CONDITION.
 AO0192'IT LIES S OF THE DIRT ROAD ALONG THE FENCE LINE, 117.20
 AO0192'FEET S OF THE STATION.
 AO0192'
 AO0192'*R.M. NO. 1 MOVED IN 1939.  AZIMUTH HELD AND VERIFIED BY
 AO0192'CHECKING FORMER ANGLES BETWEEN MARKS.
 AO0192
 AO0192                          STATION RECOVERY (1952)
 AO0192
 AO0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 AO0192'STATION MARK WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AO0192'REFERENCE MARK 2 HAS BEEN DESTROYED.  IT WAS FOUND LYING IN
 AO0192'GRADER DITCH.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 AO0192'NOT LOCATED.  U.S.G.S MARK NO. 32 L.S. TEXAS WAS FOUND AS
 AO0192'DESCRIBED AND IN GOOD CONDITION.
 AO0192
 AO0192                          STATION RECOVERY (1956)
 AO0192
 AO0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 AO0192'7.15 MI N FROM DILLEY.
 AO0192'7.15 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0192'FROM THE STATION AT DILLEY, 0.25 MILE SOUTH OF THE STATION SIGN AT
 AO0192'DERBY, 72.7 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 60 FEET
 AO0192'NORTH OF THE CENTER LINE OF FARM ROAD 1583, 47.5 FEET WEST OF THE WEST
 AO0192'RAIL, 31.6 FEET NORTHEAST OF A POWER POLE, 29 FEET NORTHEAST OF A
 AO0192'FENCE CORNER, 11.5 FEET EAST OF A FENCE, 1.3 FEET EAST OF A WITNESS
 AO0192'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AO0192'THE GROUND.
 AO0192
 AO0192                          STATION RECOVERY (1957)
 AO0192
 AO0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 AO0192'STAITON, REFERENCE MARK 1, U.S.G.S TRAVERSE STATION NO. 32 LS
 AO0192'TEXAS, AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 AO0192'CONDITION.  THE TOP OF REFERENCE MARK 2 HAD BEEN BROKEN OFF,
 AO0192'AND THE DISK WAS FOUND NEARBY.  SINCE THE STATION HAD TWO
 AO0192'REFERENCE MARKS, ANOTHER REFERENCE MARK WAS NOT ESTABLISHED.
 AO0192'REFERENCE MARK 1 IS ABOUT 2 IN. BELOW THE SURFACE OF THE
 AO0192'GROUND, BUT A WHITE WITNESS POST WAS SET 1-1/2 FT. S OF THE
 AO0192'MARK.  THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 AO0192
 AO0192                          STATION RECOVERY (1971)
 AO0192
 AO0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0192'THE STATION MARK AND TRAVERSE STATION NO 32 (USGS) 1935 WERE
 AO0192'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK
 AO0192'WERE SEARCHED FOR BUT NOT FOUND.  REFERENCE MARKS 3, 4 AND A
 AO0192'NEW AZIMUTH MARK WERE ESTABLISHED.  A LONGER MEASUREMENT OF 0.168
 AO0192'METER TO THE TRAVERSE MARK WAS NOTED.  A NEW DESCRIPTION
 AO0192'FOLLOWS--
 AO0192'
 AO0192'THE STATION IS ABOUT 7 MILES NORTH AND 2 MILES EAST OF DILLEY, 7.5
 AO0192'MILES EAST OF DIVOT AND ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 81
 AO0192'IN THE VILLAGE OF DERBY.
 AO0192'
 AO0192'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND FARM
 AO0192'ROAD 117 IN THE NORTH EDGE OF DILLEY, GO NORTH ON HIGHWAY 81 FOR
 AO0192'6.85 MILES TO FARM ROAD 1583 ON THE RIGHT AND THE STATION IN THE
 AO0192'NORTHEAST ANGLE OF THE ROADS.
 AO0192'
 AO0192'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 81 FOR
 AO0192'1.15 MILES TO THE MARK ON THE RIGHT AT THE SOUTHWEST END OF A BRIDGE
 AO0192'OVER THE RAILROAD.
 AO0192'
 AO0192'STATION MARK IS A STANDARD DISK STAMPED DERBY 1935.  IT IS SET IN THE
 AO0192'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 AO0192'INCHES. IT IS 73 FEET EAST OF THE CENTER OF HIGHWAY 81, 60 FEET NORTH
 AO0192'OF THE CENTER OF THE FARM ROAD, 47.5 FEET WEST OF THE WEST RAIL OF
 AO0192'THE MISSOURI PACIFIC RAILROAD TRACK AND 3.9 FEET SOUTH OF A
 AO0192'WITNESS POST.
 AO0192'
 AO0192'REFERENCE MARK 3, A STANDARD DISK STAMPED DERBY 1935 NO 3 1971, IS
 AO0192'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 AO0192'BASE OF A RAILROAD CROSSING SIGN NUMBERED 957, THAT PROJECTS ABOUT 3
 AO0192'INCHES.  IT IS 82.0 FEET SOUTHEAST OF THE WITNESS POST, 13.5
 AO0192'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK AND 12 FEET NORTH OF
 AO0192'THE CENTER OF THE FARM ROAD.  IT IS ABOUT 1 FOOT HIGHER THAN
 AO0192'THE STATION MARK.
 AO0192'
 AO0192'REFERENCE MARK 4, A STANDARD DISK STAMPED DERBY 1935 NO 4 1971, IS
 AO0192'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AO0192'PROJECTS 4 INCHES.  IT IS 63 FEET EAST OF THE CENTER OF HIGHWAY 81,
 AO0192'56.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 30 FEET
 AO0192'NORTH OF THE CENTER OF THE FARM ROAD, 1.5 FEET EAST OF TELEPHONE
 AO0192'LINE POLE NUMBERED 2205.
 AO0192'
 AO0192'TRAVERSE STATION NO 32 (USGS) 1935 IS A U.S. GEOLOGICAL SURVEY
 AO0192'STATION DISK, STAMPED PRIM TRAV STA NO 32 1925 LS TEX C 33.  IT IS
 AO0192'SET IN THE TOP OF A 6-INCH CONCRETE FILLED TILE THAT PROJECTS
 AO0192'ABOUT 2 INCHES. IT IS 70 FEET EAST OF THE CENTER OF HIGHWAY 81, 56
 AO0192'FEET SOUTH OF THE CENTER OF THE FARM ROAD, 45.0 FEET WEST OF THE
 AO0192'WEST RAIL OF THE RAILROAD TRACK, 13 FEET NORTH-NORTHEAST OF
 AO0192'TELEPHONE LINE POLE NUMBERED 2205-1/2 AND IS ABOUT 1 FOOT
 AO0192'HIGHER THAN THE STATION MARK.
 AO0192'
 AO0192'THE AZIMUTH MARK, A STANDARD DISK STAMPED DERBY 1935 1971, IS SET
 AO0192'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AO0192'4 INCHES.  IT IS 33 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 AO0192'BRIDGE, 17 FEET EAST-SOUTHEAST OF THE CENTER OF HIGHWAY 81, 8 FEET
 AO0192'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE AND 1.8
 AO0192'FEET NORTH-NORTHEAST OF A WITNESS POST.
 AO0192'
 AO0192'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 AO0192'NORTH-NORTHEAST OF DILLEY.
 AO0192'
 AO0192'HEIGHT OF LIGHT ABOVE STATION MARK 4.3 FEET.
 AO0192
 AO0192                          STATION RECOVERY (1971)
 AO0192
 AO0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AO0192'RECOVERED IN GOOD CONDITION.
 AO0192
 AO0192                          STATION RECOVERY (1986)
 AO0192
 AO0192'RECOVERY NOTE BY US AIR FORCE 1986 (UNK)
 AO0192'RECOVERED IN GOOD CONDITION.
 AO0192
 AO0192                          STATION RECOVERY (1988)
 AO0192
 AO0192'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0192'RECOVERED IN GOOD CONDITION.
 AO0192
 AO0192                          STATION RECOVERY (1988)
 AO0192
 AO0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AO0192'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AO0192'FOLLOWS.
 AO0192'THE OTHER MARKS WERE NOT SEARCHED FOR AT THIS TIME.
 AO0192'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTH OF PEARSALL AND
 AO0192'ABOUT 8 KM (4.95 MI) NORTH OF DILLEY ON THE EAST SIDE OF INTERSTATE
 AO0192'HIGHWAY 35, BETWEEN THE FRONTAGE ROAD AND THE RAILROAD TRACKS.
 AO0192'OWNERSHIP--MISSOURI AND PACIFIC RAILROAD.
 AO0192'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35, U.S.
 AO0192'HIGHWAY 81, AND FARM ROAD 1583 (EXIT 91) AT DERBY, GO SOUTHEAST UNDER
 AO0192'THE INTERSTATE HIGHWAY FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF FARM
 AO0192'ROAD 1583 AND U.S. HIGHWAY 81 (ALSO THE EAST FRONTAGE ROAD) AND THE
 AO0192'STATION ON THE LEFT.
 AO0192'THE MARK IS IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT PROJECTS 2
 AO0192'CM ABOVE THE GROUND.  IT IS 32.0 M (105.0 FT) WEST OF A SWITCH STAND,
 AO0192'22.8 M (74.8 FT) SOUTHEAST OF THE CENTER OF THE EAST FRONTAGE ROAD,
 AO0192'18.3 M (60.0 FT) NORTHEAST OF THE CENTER OF THE FARM ROAD, 14.4 M
 AO0192'(47.2 FT) NORTHWEST OF THE NEAR RAIL OF THE MISSOURI AND PACIFIC
 AO0192'RAILROAD, 1.1 M (3.6 FT) SOUTHWEST OF A METAL WITNESS POST, AND 0.4 M
 AO0192'(1.3 FT) NORTHEAST OF A CARSONITE WITNESS POST.
 AO0192'DESCRIBED BY V.L. FERNANDES.
 AO0192
 AO0192                          STATION RECOVERY (1989)
 AO0192
 AO0192'RECOVERED 1989
 AO0192'RECOVERED IN GOOD CONDITION.
 AO0192
 AO0192                          STATION RECOVERY (1993)
 AO0192
 AO0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AO0192'STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTH-SOUTHWEST OF PEARSALL,
 AO0192'12 KM (7.45 MI) NORTH-NORTHEAST OF DILLEY, AT THE FORMER DERBY
 AO0192'COMMUNITY, IN A GRADED STRIP BETWEEN U.S. HIGHWAY 81 AND RAILROAD
 AO0192'TRACKS, JUST EAST OF THE OVERPASS OF EXIT 91 OF INTERSTATE HIGHWAY
 AO0192'35.  0WNERSHIP--MISSOURI PACIFIC RAILROAD.
 AO0192'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35,
 AO0192'U.S. HIGHWAY 81 AND FARM ROAD 1583 AT DERBY (EXIT 91), GO EAST ON
 AO0192'ROAD 1583 FOR 0.08 KM (0.05 MI) TO A CROSSROAD (HIGHWAY 81). CONTINUE
 AO0192'AHEAD FOR 20 M (65.6 FT) TO THE STATION ON THE LEFT IN THE PARTIALLY
 AO0192'GRADED STRIP.
 AO0192'STATION MARK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST RECESSED
 AO0192'25 CM BELOW GROUND IN AN OPEN HOLE.  IT IS 22.4 M (73.5 FT) EAST OF
 AO0192'THE CENTER OF HIGHWAY 81, 14.5 M (47.6 FT) WEST OF THE WEST RAIL OF
 AO0192'TRACK, 18.3 M (60.0 FT) NORTH OF THE CENTER OF ROAD 1583, 31.8 M
 AO0192'(104.3 FT) SOUTHWEST OF A RAILROAD SWITCH, 0.4 M (1.3 FT) NORTH OF A
 AO0192'FIBERGLASS WITNESS POST AND 1.2 M (3.9 FT) SOUTH OF A METAL WITNESS
 AO0192'POST.
 AO0192
 AO0192                          STATION RECOVERY (1995)
 AO0192
 AO0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BWM)
 AO0192'THE STATION WAS RECOVERED IN GOOD CONDITION.
 AO0192
 AO0192                          STATION RECOVERY (1998)
 AO0192
 AO0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AO0192'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTH OF PEARSALL, 13 KM
 AO0192'(8.05 MI) NORTH OF DILLEY, IN DERBY, AT THE NORTHEAST QUADRANT OF THE
 AO0192'JUNCTION OF FARM ROAD 1583 AND STATE SPUR ROAD 581, ON THE EAST SIDE
 AO0192'OF INTERSTATE HIGHWAY 35.  OWNERSHIP--TEXAS DEPARTMENT OF
 AO0192'TRANSPORTATION.  TO REACH THE STATION FROM THE OVERPASS OF INTERSTATE
 AO0192'HIGHWAY 35, EXIT 84, OVER STATE HIGHWAY 85 ON THE DILLEY, GO NORTH ON
 AO0192'INTERSTATE HIGHWAY 35 FOR 9.0 KM (5.60 MI) TO THE BRIDGE OVER THE FRIO
 AO0192'RIVER.  CONTINUE AHEAD ON INTERSTATE 35 AND THE EXIT RAMP AT EXIT 91
 AO0192'FOR 3.0 KM (1.85 MI) TO THE CROSSROAD OF FARM ROAD 1583, STATE SPUR
 AO0192'HIGHWAY 581 AHEAD AND THE STATION AHEAD ON THE RIGHT.  THE STATION IS
 AO0192'LOCATED 77.7 M (254.9 FT) EAST FROM THE CENTER OF THE NORTHBOUND LANES
 AO0192'OF INTERSTATE 35, 24.4 M (80.1 FT) NORTHWEST AND ACROSS THE TRACKS
 AO0192'FROM DERBY RM 3, 22.6 M (74.1 FT) EAST FROM THE CENTER OF SPUR HIGHWAY
 AO0192'581, 18.2 M (59.7 FT) NORTH FROM THE CENTER OF ROAD 1583, 14.5 M (47.6
 AO0192'FT) WEST FROM THE WEST RAIL, 14.4 M (47.2 FT) NORTHEAST FROM THE NORTH
 AO0192'END OF A 24 INCH DIAMETER METAL CULVERT, 9.7 M (31.8 FT)
 AO0192'EAST-NORTHEAST FROM DERBY RM 4, 1.1 M (3.6 FT) SOUTH FROM A METAL
 AO0192'WITNESS POST AND 0.4 M (1.3 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 AO0192
 AO0192                          STATION RECOVERY (2003)
 AO0192
 AO0192'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0192'RECOVERED IN GOOD CONDITION.
 AO0192
 AO0192                          STATION RECOVERY (2005)
 AO0192
 AO0192'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AO0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1044 ***********************************************************************
 CU1044  DESIGNATION -  DERMOTT
 CU1044  PID         -  CU1044
 CU1044  STATE/COUNTY-  TX/SCURRY
 CU1044  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU1044
 CU1044                         *CURRENT SURVEY CONTROL
 CU1044  ___________________________________________________________________
 CU1044* NAD 83(1993)-  32 52 32.72321(N)    101 03 45.94426(W)     ADJUSTED  
 CU1044* NAVD 88     -       802.     (meters)    2631.     (feet)  SCALED    
 CU1044  ___________________________________________________________________
 CU1044  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 CU1044  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CU1044
 CU1044  HORZ ORDER  -  FIRST
 CU1044
 CU1044.The horizontal coordinates were established by classical geodetic methods
 CU1044.and adjusted by the National Geodetic Survey in February 1996..
 CU1044
 CU1044.The orthometric height was scaled from a topographic map.
 CU1044
 CU1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1044
 CU1044.The geoid height was determined by GEOID03.
 CU1044
 CU1044;                    North         East     Units Scale Factor Converg.
 CU1044;SPC TXNC     - 2,137,000.434   360,219.725   MT  0.99987731   -1 23 51.8
 CU1044;SPC TXNC     - 7,011,142.26  1,181,820.88   sFT  0.99987731   -1 23 51.8
 CU1044;UTM  14      - 3,639,399.603   307,018.463   MT  1.00005922   -1 07 12.2
 CU1044
 CU1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1044!SPC TXNC     -   0.99987813  x   0.99987731  =   0.99975545
 CU1044!UTM  14      -   0.99987813  x   1.00005922  =   0.99993734
 CU1044
 CU1044:                Primary Azimuth Mark                     Grid Az
 CU1044:SPC TXNC     -  DERMOTT AZ MK 2                          078 44 07.2
 CU1044:UTM  14      -  DERMOTT AZ MK 2                          078 27 27.6
 CU1044
 CU1044|---------------------------------------------------------------------|
 CU1044| PID    Reference Object                     Distance      Geod. Az  |
 CU1044|                                                           dddmmss.s |
 CU1044| CH8776 DERMOTT AZ MK 2                                    0772015.4 |
 CU1044| CH8775 DERMOTT AZ MK                                      0775405.2 |
 CU1044| CH8777 DERMOTT RM 1                          9.627 METERS 09224     |
 CU1044| CH8778 DERMOTT RM 2                         10.286 METERS 18517     |
 CU1044| CU1045 FLUVANNA TV MICROWAVE               APPROX. 4.6 KM 2963536.5 |
 CU1044| CU1049 FLUVANNA CRA INC MAST               APPROX.11.4 KM 3163947.4 |
 CU1044| CU1048 FLUVANNA W TEXAS MICROWAVE          APPROX.11.7 KM 3183315.2 |
 CU1044|---------------------------------------------------------------------|
 CU1044
 CU1044                          SUPERSEDED SURVEY CONTROL
 CU1044
 CU1044  NAD 83(1993)-  32 52 32.72844(N)    101 03 45.93633(W) AD(       ) 1
 CU1044  NAD 83(1986)-  32 52 32.72890(N)    101 03 45.93489(W) AD(       ) 1
 CU1044  NAD 27      -  32 52 32.35561(N)    101 03 44.48619(W) AD(       ) 1
 CU1044
 CU1044.Superseded values are not recommended for survey control.
 CU1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1044.See file dsdata.txt to determine how the superseded data were derived.
 CU1044
 CU1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0701839400(NAD 83)
 CU1044_MARKER: DS = TRIANGULATION STATION DISK
 CU1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1044
 CU1044  HISTORY     - Date     Condition        Report By
 CU1044  HISTORY     - 1968     MONUMENTED       CGS
 CU1044
 CU1044                          STATION DESCRIPTION
 CU1044
 CU1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1044'THE STATION IS LOCATED AIRLINE, ABOUT 4-1/2 MILES EAST-SOUTHEAST
 CU1044'OF FLUVANNA, 3 MILES NORTHWEST OF DERMOTT, 1.0 MILE WEST OF
 CU1044'U.S. HIGHWAY 84 AND ON THE ROAD RIGHT OF WAY OF A NORTH-SOUTH
 CU1044'GRAVELED ROAD.
 CU1044'
 CU1044'TO REACH THE STATION FROM THE POST OFFICE IN DERMOTT, GO
 CU1044'NORTHWEST ON U.S. HIGHWAY 84 FOR 2.35 MILES TO A ROADSIDE PARK
 CU1044'ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTHERLY
 CU1044'ON U.S. HIGHWAY 84 FOR 0.8 MILE TO A SIDE ROAD LEFT (FARM ROAD
 CU1044'612), TURN LEFT AND GO WEST ON FARM ROAD 612 FOR 0.55 MILE TO A
 CU1044'SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.8
 CU1044'MILE TO THE STATION ON THE RIGHT.
 CU1044'
 CU1044'THE STATION MARK IS A STANDARD DISK STAMPED DERMOTT 1968, SET
 CU1044'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 CU1044'15.0 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD, 3.4 FEET
 CU1044'EAST OF A FENCE AND 3.1 FEET EAST OF A WITNESS POST.
 CU1044'
 CU1044'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DERMOTT NO 1 1968,
 CU1044'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 CU1044'IS 16.5 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD, 34.5 FEET
 CU1044'EAST OF THE WITNESS POST AND 1.4 FEET WEST OF A FENCE.
 CU1044'
 CU1044'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DERMOTT NO 2 1968,
 CU1044'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 CU1044'18.0 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD, 33.5 FEET
 CU1044'SOUTH OF THE WITNESS POST AND 1.0 FOOT WEST OF A FENCE.
 CU1044'
 CU1044'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DERMOTT 1968,
 CU1044'SET IN A DRILL HOLE IN THE APPROXIMATE CENTER OF THE WEST
 CU1044'HEADWALL OF A CONCRETE CULVERT.  IT IS ABOUT 121 FEET NORTH OF THE
 CU1044'CENTER OF A ROAD LEADING INTO THE ROADSIDE PARK AND 24.1 FEET
 CU1044'WEST OF THE CENTERLINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY
 CU1044'84.
 CU1044'
 CU1044'HEIGHT OF LIGHT ABOVE STATION MARK 3.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1041 ***********************************************************************
 CU1041  DESIGNATION -  DERMOTT ATT MICROWAVE
 CU1041  PID         -  CU1041
 CU1041  STATE/COUNTY-  TX/KENT
 CU1041  USGS QUAD   -  MC KENZIE MOUNTAINS (1969)
 CU1041
 CU1041                         *CURRENT SURVEY CONTROL
 CU1041  ___________________________________________________________________
 CU1041* NAD 83(1993)-  32 58 01.65342(N)    100 54 24.70588(W)     ADJUSTED  
 CU1041* NAVD 88     -                                                        
 CU1041  ___________________________________________________________________
 CU1041  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 CU1041  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CU1041
 CU1041  HORZ ORDER  -  THIRD
 CU1041
 CU1041.The horizontal coordinates were established by classical geodetic methods
 CU1041.and adjusted by the National Geodetic Survey in February 1996..
 CU1041
 CU1041
 CU1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1041
 CU1041.The geoid height was determined by GEOID03.
 CU1041
 CU1041;                    North         East     Units Scale Factor Converg.
 CU1041;SPC TXNC     - 2,146,784.657   375,035.662   MT  0.99987370   -1 18 45.7
 CU1041;SPC TXNC     - 7,043,242.66  1,230,429.50   sFT  0.99987370   -1 18 45.7
 CU1041;UTM  14      - 3,649,256.605   321,789.275   MT  0.99999160   -1 02 16.5
 CU1041
 CU1041                          SUPERSEDED SURVEY CONTROL
 CU1041
 CU1041  NAD 83(1993)-  32 58 01.65721(N)    100 54 24.70000(W) AD(       ) 4
 CU1041  NAD 83(1986)-  32 58 01.65842(N)    100 54 24.69576(W) AD(       ) 4
 CU1041  NAD 27      -  32 58 01.29578(N)    100 54 23.25359(W) AD(       ) 3
 CU1041
 CU1041.Superseded values are not recommended for survey control.
 CU1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1041.See file dsdata.txt to determine how the superseded data were derived.
 CU1041
 CU1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2178949257(NAD 83)
 CU1041_MARKER: 45 = MICROWAVE TOWER
 CU1041
 CU1041  HISTORY     - Date     Condition        Report By
 CU1041  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1041
 CU1041                          STATION DESCRIPTION
 CU1041
 CU1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1041'IT IS A FOUR-LEGGED STEEL STRUCTURE, UNPAINTED AND IS ABOUT 150 FEET
 CU1041'HIGH.  THE POINT INTERSECTED WAS THE TOP-CENTER OF THE STRUCTURE.
 CU1041'
 CU1041'TO REACH FROM THE COURT HOUSE IN SNYDER, GO NORTH ON STATE
 CU1041'HIGHWAY 208 FOR 13.9 MILES TO A PAVED SIDE ROAD LEFT, CONTINUE NORTH
 CU1041'ON THE HIGHWAY FOR 3.9 MILES TO A SIDE ROAD LEFT AND THE MICROWAVE
 CU1041'ABOUT 0.1 MILE WEST OF THE HIGHWAY.
 CU1041'
 CU1041'DERMOTT, AMERICAN TELEPHONE AND TELEGRAPH COMPANY, MICROWAVE
 CU1041'RELAY TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1042 ***********************************************************************
 CU1042  DESIGNATION -  DERMOTT SW BELL TEL CO MAST
 CU1042  PID         -  CU1042
 CU1042  STATE/COUNTY-  TX/SCURRY
 CU1042  USGS QUAD   -  MC KENZIE MOUNTAINS (1969)
 CU1042
 CU1042                         *CURRENT SURVEY CONTROL
 CU1042  ___________________________________________________________________
 CU1042* NAD 83(1993)-  32 53 19.12563(N)    100 55 18.01924(W)     ADJUSTED  
 CU1042* NAVD 88     -                                                        
 CU1042  ___________________________________________________________________
 CU1042  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 CU1042  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CU1042
 CU1042  HORZ ORDER  -  THIRD
 CU1042
 CU1042.The horizontal coordinates were established by classical geodetic methods
 CU1042.and adjusted by the National Geodetic Survey in February 1996..
 CU1042
 CU1042
 CU1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1042
 CU1042.The geoid height was determined by GEOID03.
 CU1042
 CU1042;                    North         East     Units Scale Factor Converg.
 CU1042;SPC TXNC     - 2,138,116.192   373,451.124   MT  0.99987665   -1 19 14.8
 CU1042;SPC TXNC     - 7,014,802.87  1,225,230.90   sFT  0.99987665   -1 19 14.8
 CU1042;UTM  14      - 3,640,579.570   320,246.311   MT  0.99999842   -1 02 37.5
 CU1042
 CU1042                          SUPERSEDED SURVEY CONTROL
 CU1042
 CU1042  NAD 83(1993)-  32 53 19.12902(N)    100 55 18.01285(W) AD(       ) 4
 CU1042  NAD 83(1986)-  32 53 19.13072(N)    100 55 18.00908(W) AD(       ) 4
 CU1042  NAD 27      -  32 53 18.76271(N)    100 55 16.56911(W) AD(       ) 3
 CU1042
 CU1042.Superseded values are not recommended for survey control.
 CU1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1042.See file dsdata.txt to determine how the superseded data were derived.
 CU1042
 CU1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2024640580(NAD 83)
 CU1042
 CU1042  HISTORY     - Date     Condition        Report By
 CU1042  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1042
 CU1042                          STATION DESCRIPTION
 CU1042
 CU1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1042'IT IS A LACED STEEL MAST, PAINTED RED AND WHITE AND IS ABOUT 200
 CU1042'FEET HIGH.  THE POINT INTERSECTED WAS THE TOP-CENTER OF THE MAST.
 CU1042'
 CU1042'TO REACH FROM THE COURT HOUSE IN SNYDER, GO NORTH ON STATE
 CU1042'HIGHWAY 208 FOR 6.75 MILES TO FARM ROAD 1611 ON THE LEFT, CONTINUE
 CU1042'NORTH ON THE HIGHWAY FOR 5.3 MILES TO THE MAST ON THE RIGHT.
 CU1042'
 CU1042'DERMOTT, SOUTHWEST BELL TELEPHONE COMPANY, MAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5742 ***********************************************************************
 AW5742  DESIGNATION -  DERRICK 1923
 AW5742  PID         -  AW5742
 AW5742  STATE/COUNTY-  TX/JEFFERSON
 AW5742  USGS QUAD   -  STAR LAKE (1994)
 AW5742
 AW5742                         *CURRENT SURVEY CONTROL
 AW5742  ___________________________________________________________________
 AW5742* NAD 83(1993)-  29 44 40.37101(N)    094 14 21.07557(W)     ADJUSTED  
 AW5742* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AW5742  ___________________________________________________________________
 AW5742  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW5742  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW5742
 AW5742  HORZ ORDER  -  THIRD
 AW5742
 AW5742.The horizontal coordinates were established by classical geodetic methods
 AW5742.and adjusted by the National Geodetic Survey in February 1996..
 AW5742
 AW5742.The orthometric height was scaled from a topographic map.
 AW5742
 AW5742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5742
 AW5742.The geoid height was determined by GEOID03.
 AW5742
 AW5742;                    North         East     Units Scale Factor Converg.
 AW5742;SPC TXSC     - 4,221,185.777 1,060,346.566   MT  0.99988871   +2 19 56.6
 AW5742;SPC TXSC     -13,849,007.00  3,478,820.36   sFT  0.99988871   +2 19 56.6
 AW5742;UTM  15      - 3,291,122.648   380,173.527   MT  0.99977716   -0 36 53.6
 AW5742
 AW5742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5742!SPC TXSC     -   1.00000363  x   0.99988871  =   0.99989234
 AW5742!UTM  15      -   1.00000363  x   0.99977716  =   0.99978079
 AW5742
 AW5742:                Primary Azimuth Mark                     Grid Az
 AW5742:SPC TXSC     -  FAD 1923                                 125 46 33.9
 AW5742:UTM  15      -  FAD 1923                                 128 43 24.1
 AW5742
 AW5742|---------------------------------------------------------------------|
 AW5742| PID    Reference Object                     Distance      Geod. Az  |
 AW5742|                                                           dddmmss.s |
 AW5742| AW5733 FAD 1923                            APPROX.16.0 KM 1280630.5 |
 AW5742|---------------------------------------------------------------------|
 AW5742
 AW5742                          SUPERSEDED SURVEY CONTROL
 AW5742
 AW5742  NAD 83(1993)-  29 44 40.37075(N)    094 14 21.07511(W) AD(       ) 3
 AW5742  NAD 83(1986)-  29 44 40.39475(N)    094 14 21.06038(W) AD(       ) 3
 AW5742  NAD 27      -  29 44 39.65400(N)    094 14 20.36900(W) AD(       ) 3
 AW5742
 AW5742.Superseded values are not recommended for survey control.
 AW5742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5742.See file dsdata.txt to determine how the superseded data were derived.
 AW5742
 AW5742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN8017491123(NAD 83)
 AW5742_MARKER: Z = SEE DESCRIPTION
 AW5742_SETTING: 0 = UNSPECIFIED SETTING
 AW5742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5742
 AW5742  HISTORY     - Date     Condition        Report By
 AW5742  HISTORY     - 1923     MONUMENTED       CGS
 AW5742  HISTORY     - 1960     GOOD             CGS
 AW5742  HISTORY     - 1963     POOR             CGS
 AW5742
 AW5742                          STATION DESCRIPTION
 AW5742
 AW5742'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (GCJ)
 AW5742'STAITON IS LOCATED NEAR THE FOOT OF THE S SLOPE AT THE RIDGE
 AW5742'KNOWN AS BIG HILL.
 AW5742'
 AW5742'THE CENTER OF THE TOP OF THE FOURTH DERRICK FROM THE E WAS
 AW5742'USED AS THE STATION.
 AW5742
 AW5742                          STATION RECOVERY (1960)
 AW5742
 AW5742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5742'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW5742'REVISED DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT 10 MILES
 AW5742'SOUTHEAST OF WINNIE, ABOUT 3 MILES NORTHEAST OF SEABREEZE, ON
 AW5742'THE SOUTHEAST SIDE OF THE HOUSTON NATURAL GAS CO., NORTH BIG HILL
 AW5742'FIELD.  STATION IS 230.0 FEET WEST OF THE CENTER OF A SHELL
 AW5742'ROAD, ABOUT 600 FEET NORTH OF A WINDMILL 0.3 MILE SOUTH OF EL
 AW5742'TORO CAMP AND IN THE EASTERLY END OF A SMALL POND.  STATION
 AW5742'IS MARKED BY A 5 INCH DRILL PIPE PROJECTING 3.5 FEET ABOVE
 AW5742'GROUND.  THE PIPE IS LEANING SLIGHTLY TO THE WEST.
 AW5742'
 AW5742'R M 1 IS 68.35 FEET SOUTH OF THE STATION AND ON TO OF A SMALL
 AW5742'KNOLL.  A STANDARD DISK STAMPED NO. 1 IN TOP OF A 10 INCH TILE,
 AW5742'BELL UP, PROJECTING 4 INCHES ABOVE GROUND.
 AW5742'
 AW5742'R M 2 IS 162.45 FEET WEST OF THE STATION AND ON TOP OF ANOTHER
 AW5742'SMALL KNOLL.  A STANDARD DISK STAMPED NO. 2 IN TOP OF A 10 INCH
 AW5742'TILE, BELL UP, PROJECTING 4 INCHES ABOVE GROUND.
 AW5742'
 AW5742'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 73 AND 124
 AW5742'NORTH OF WINNIE, GO NORTHEAST ON HIGHWAY 73 6.9 MILES TO A
 AW5742'CROSSROADS, TURN RIGHT AND FOLLOW BLACKTOP ROAD 1.7 MILES TO SHARP
 AW5742'CURVE, TURN LEFT 0.4 MILE TO SHARP CURVE (ROAD BECOMES SHELL),
 AW5742'TURN RIGHT AND FOLLOW SHELL ROAD 1.0 MILE TO A SHELL ROAD RIGHT,
 AW5742'CONTINUE STRAIGHT AHEAD 1.1 MILE TO A FORK IN ROAD, BEAR RIGHT
 AW5742'1.6 MILE TO A FORK IN ROAD AT A ROAD, TURN RIGHT 0.3 MILE TO A
 AW5742'ROAD LEFT, TURN LEFT 0.2 MILE TO EL TORO CAMP, TURN RIGHT 0.3
 AW5742'MILE TO THE STATION ON THE RIGHT.
 AW5742'
 AW5742'NOTE--AZIMUTHS TO RMS DETERMINED FROM SUN OBSERVATION.
 AW5742
 AW5742                          STATION RECOVERY (1963)
 AW5742
 AW5742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CFO)
 AW5742'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED EXACTLY
 AW5742'AS DESCRIBED IN THE 1960 RECOVERY NOTE BY J.K.W.
 AW5742'
 AW5742'THE STATION IS MARKED BY A 5-INCH DRILL PIPE PROJECTING 3.5
 AW5742'FEET ABOVE THE GROUND.  THE PIPE IS LEANING SLIGHTLY TO THE
 AW5742'WEST.  I DO NOT THINK THE STATION IS GOOD FOR ACCURATE WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5262 ***********************************************************************
 AH5262  DESIGNATION -  DESDEMONA ET
 AH5262  PID         -  AH5262
 AH5262  STATE/COUNTY-  TX/ERATH
 AH5262  USGS QUAD   -  DESDEMONA (1966)
 AH5262
 AH5262                         *CURRENT SURVEY CONTROL
 AH5262  ___________________________________________________________________
 AH5262* NAD 83(1993)-  32 15 44.69831(N)    098 31 07.65898(W)     ADJUSTED  
 AH5262* NAVD 88     -       461.6    (meters)    1514.     (feet)  VERTCON   
 AH5262  ___________________________________________________________________
 AH5262  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH5262  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AH5262
 AH5262  HORZ ORDER  -  THIRD
 AH5262
 AH5262.The horizontal coordinates were established by classical geodetic methods
 AH5262.and adjusted by the National Geodetic Survey in July 1998..
 AH5262
 AH5262.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5262
 AH5262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5262
 AH5262.The geoid height was determined by GEOID03.
 AH5262
 AH5262;                    North         East     Units Scale Factor Converg.
 AH5262;SPC TXNC     - 2,066,064.219   598,229.216   MT  0.99996675   -0 00 36.9
 AH5262;SPC TXNC     - 6,778,412.36  1,962,690.35   sFT  0.99996675   -0 00 36.9
 AH5262;UTM  14      - 3,569,624.748   545,322.764   MT  0.99962533   +0 15 24.7
 AH5262
 AH5262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5262!SPC TXNC     -   0.99993192  x   0.99996675  =   0.99989867
 AH5262!UTM  14      -   0.99993192  x   0.99962533  =   0.99955728
 AH5262
 AH5262                          SUPERSEDED SURVEY CONTROL
 AH5262
 AH5262  NGVD 29 (07/28/98)  461.5    (m)         1514.     (f) VERT ANG       
 AH5262
 AH5262.Superseded values are not recommended for survey control.
 AH5262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5262.See file dsdata.txt to determine how the superseded data were derived.
 AH5262
 AH5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA4532369625(NAD 83)
 AH5262_MARKER: DS = TRIANGULATION STATION DISK
 AH5262_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5262_PROJECTION: FLUSH
 AH5262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5262+STABILITY: SURFACE MOTION
 AH5262
 AH5262  HISTORY     - Date     Condition        Report By
 AH5262  HISTORY     - 1965     MONUMENTED       USGS
 AH5262
 AH5262                          STATION DESCRIPTION
 AH5262
 AH5262'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5262'LOCATED ABOUT 2 MI. ESE. OF DESDEMONA AND 10.5 MI. NNE. OF DELEON.
 AH5262'STATION IS 65 FT. S. OF THE CENTERLINE OF STATE HIGHWAY 8, 13 FT. S.
 AH5262'OF STATE HIGHWAY MARKER ON FENCE, AND 27 FT. E. OF THE CENTER OF A
 AH5262'CATTLEGUARD.
 AH5262'TO REACH FROM DESDEMONA POST OFFICE, GO E. ON STATE HIGHWAY 8 0.4 MI.
 AH5262'TO THE INTERSECTION WITH STATE HIGHWAY 16, CONTINUE E. ON HIGHWAY 8
 AH5262'2.0 MI. TO TOP AND STATION ON THE RIGHT.
 AH5262'RECOVERED BY USGS IN 1966.
 AH5262'STATION MARK--STANDARD ALUMINUM TABLET IN CONCRETE POST PROJECTING 0.3
 AH5262'FT., STAMPED---DESDEMONA ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1403 ***********************************************************************
 AB1403  DESIGNATION -  DESERT 1939
 AB1403  PID         -  AB1403
 AB1403  STATE/COUNTY-  TX/KENEDY
 AB1403  USGS QUAD   -  SOUTH OF POTRERO LOPENO SE (1975)
 AB1403
 AB1403                         *CURRENT SURVEY CONTROL
 AB1403  ___________________________________________________________________
 AB1403* NAD 83(1993)-  26 37 19.25101(N)    097 19 12.92316(W)     ADJUSTED  
 AB1403* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AB1403  ___________________________________________________________________
 AB1403  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 AB1403  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AB1403
 AB1403  HORZ ORDER  -  SECOND
 AB1403
 AB1403.The horizontal coordinates were established by classical geodetic methods
 AB1403.and adjusted by the National Geodetic Survey in February 1996..
 AB1403
 AB1403.The orthometric height was scaled from a topographic map.
 AB1403
 AB1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1403
 AB1403.The geoid height was determined by GEOID03.
 AB1403
 AB1403;                    North         East     Units Scale Factor Converg.
 AB1403;SPC TX S     - 5,106,394.060   417,472.762   MT  0.99991653   +0 32 08.2
 AB1403;SPC TX S     -16,753,227.85  1,369,658.55   sFT  0.99991653   +0 32 08.2
 AB1403;UTM  14      - 2,945,669.577   667,224.099   MT  0.99994524   +0 45 10.3
 AB1403
 AB1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1403!SPC TX S     -   1.00000345  x   0.99991653  =   0.99991998
 AB1403!UTM  14      -   1.00000345  x   0.99994524  =   0.99994869
 AB1403
 AB1403:                Primary Azimuth Mark                     Grid Az
 AB1403:SPC TX S     -  JONES 1939                               152 50 28.4
 AB1403:UTM  14      -  JONES 1939                               152 37 26.3
 AB1403
 AB1403|---------------------------------------------------------------------|
 AB1403| PID    Reference Object                     Distance      Geod. Az  |
 AB1403|                                                           dddmmss.s |
 AB1403| AB1406 JONES 1939                          APPROX. 6.4 KM 1532236.6 |
 AB1403|---------------------------------------------------------------------|
 AB1403
 AB1403                          SUPERSEDED SURVEY CONTROL
 AB1403
 AB1403  NAD 83(1986)-  26 37 19.26676(N)    097 19 12.88900(W) AD(       ) 2
 AB1403  NAD 27      -  26 37 18.03700(N)    097 19 11.96900(W) AD(       ) 2
 AB1403
 AB1403.Superseded values are not recommended for survey control.
 AB1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1403.See file dsdata.txt to determine how the superseded data were derived.
 AB1403
 AB1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6722445670(NAD 83)
 AB1403_MARKER: P = PIPE CAP
 AB1403_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB1403_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AB1403_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1403
 AB1403  HISTORY     - Date     Condition        Report By
 AB1403  HISTORY     - 1939     MONUMENTED       CGS
 AB1403  HISTORY     - 1946     GOOD             SUNOCO
 AB1403  HISTORY     - 1949     GOOD             CGS
 AB1403  HISTORY     - 1968     GOOD             CGS
 AB1403  HISTORY     - 1969     GOOD             CGS
 AB1403  HISTORY     - 1969     MARK NOT FOUND   NGS
 AB1403  HISTORY     - 1974     GOOD             LOCENG
 AB1403  HISTORY     - 1980     GOOD             NGS
 AB1403
 AB1403                          STATION DESCRIPTION
 AB1403
 AB1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1403'STATION DESERT IS LOCATED ABOUT 39.5 MILES NNW OF BRAZOS
 AB1403'SANTIAGO PASS, 1.9 MILES N OF KENEDY-WILLACY COUNTY LINE,
 AB1403'AND ABOUT 1.5 MILES W OF BEACH.  IT IS 200 FEET SW OF A
 AB1403'HIGH POINT AT THE SE END OF A LONG, LOW DUNE AND 15 FEET W
 AB1403'OF A LOG WITH A TRIANGULAR BLAZE.
 AB1403'
 AB1403'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AB1403'TOP OF A 3-INCH GALVANIZED-IRON PIPE, 6 FEET LONG, EMBEDDED
 AB1403'IN CONCRETE AND PROJECTING 18 INCHES ABOVE THE SURFACE OF THE
 AB1403'GROUND.
 AB1403'
 AB1403'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1403
 AB1403                          STATION RECOVERY (1946)
 AB1403
 AB1403'RECOVERY NOTE BY SUN OIL COMPANY 1946 (HBL)
 AB1403'MARK IS STILL IN, BUT THE 3-INCH GALVANIZED-IRON PIPE HAS
 AB1403'DETERIORATED CONSIDERABLY.  DUNE CALLED FOR HAS DISAPPEARED.
 AB1403'DISTANCE FROM THE BEACH IS 7,350 FEET.
 AB1403
 AB1403                          STATION RECOVERY (1949)
 AB1403
 AB1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1403'STATION WAS RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION
 AB1403'FOLLOWS--
 AB1403'
 AB1403'STATION IS ABOUT 40 MILES N OF PORT ISABEL COAST GUARD STATION
 AB1403'ALONG GULF MEAN HIGH-WATER LINE, 1.9 MILES N OF KENEDY-WILLACY
 AB1403'COUNTY LINE, ABOUT 5 MILES S OF BOILER OF WRECKED SHIP ON
 AB1403'BEACH, AND ABOUT 1.4 MILES W OF BEACH.  IT IS IN A SAND FLAT,
 AB1403'15 FEET W OF A LOG WITH A TRIANGULAR BLAZE, AND 3 FEET W
 AB1403'OF A 4- BY 4-INCH WITNESS POST WHICH PROJECTS 2 FEET ABOVE
 AB1403'THE GROUND.
 AB1403'
 AB1403'STATION MARK IS A BRONZE DISK, STAMPED DESERT 1939, PROJECTING
 AB1403'18 INCHES ABOVE THE GROUND.  THE ORIGINAL GALVANIZED PIPE
 AB1403'HAS BEEN ENCASED IN A 4-INCH TERRA-COTTA PIPE SET IN A
 AB1403'12-INCH-DIAMETER CONCRETE BASE WHICH PROJECTS 10 INCHES
 AB1403'ABOVE THE GROUND.
 AB1403
 AB1403                          STATION RECOVERY (1968)
 AB1403
 AB1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1403'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 AB1403'G.E.M., JR., IN 1949 AND THE ORIGINAL DESCRIPTION ARE ADEQUATE
 AB1403'WITH THE FOLLOWING ADDITIONS--STATION IS ABOUT 4.7 MILES
 AB1403'SOUTH OF THE BOILER OF AN OLD WRECK, AND ABOUT 4.2 MILES
 AB1403'NORTH OF PORT MANSFIELD CUT.
 AB1403
 AB1403                          STATION RECOVERY (1969)
 AB1403
 AB1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AB1403'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AND
 AB1403'AS DESCRIBED IN THE ORIGINAL DESCRIPTION AND THE 1949 RECOVERY
 AB1403'NOTE.  THE OLD LOG WITH THE TRIANGULAR BLAZE IS NO LONGER
 AB1403'THERE, AND SHIFTING SAND DUNES ARE JUST A FEW FEET NORTH OF THE
 AB1403'STATION.  THE STATION COULD BE COVERED BY THE DUNES AT ANY
 AB1403'TIME.  THE MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST AND
 AB1403'IS NEAR THE NORTHEAST END OF A LARGE OPEN SAND FLAT.  THE MARK
 AB1403'AT THE PRESENT TIME PROJECTS ABOUT 1 FOOT.
 AB1403'
 AB1403'TO REACH THE STATION FROM THE ENTRANCE TO THE PADRE ISLAND
 AB1403'CAUSEWAY (JUST SOUTH OF THE CORPUS CHRISTI NAVAL AIR STATION),
 AB1403'GO EAST ACROSS THE CAUSEWAY FOR 4.9 MILES TO A JUNCTION WITH
 AB1403'PARK ROADS 22 AND 53.  KEEP STRAIGHT AHEAD ON PARK ROAD 53
 AB1403'FOR 15.65 MILES TO THE END OF THE PAVEMENT AT THE GULF BEACH.
 AB1403'TURN RIGHT AND GO SOUTHERLY DOWN BEACH FOR 7.0 MILES TO A
 AB1403'SIGN 4-WHEEL DRIVE VEHICLES ONLY BEYOND THIS POINT.  CONTINUE
 AB1403'DOWN BEACH FOR 8.9 MILES TO YARBOROUGH PASS.  CONTINUE SOUTH
 AB1403'FOR 3.95 MILES TO A BROAD PASS AND A TRACK ROAD LEADING WEST
 AB1403'THROUGH THE DUNES.  TURN RIGHT AND GO WESTERLY ON THE TRACK
 AB1403'ROAD FOR 0.8 MILE TO A REVERSE Y-INTERSECTION.  KEEP
 AB1403'STRAIGHT AHEAD, SOUTHERLY, ON A TRACK ROAD FOR 12.95 MILES
 AB1403'TO A POINT WHERE THE ROAD COMES BACK TO THE BEACH AT A LONE
 AB1403'CABIN.  TURN RIGHT AND GO SOUTH ALONG BEACH FOR 11.75 MILES
 AB1403'TO A LOW CUT ON THE RIGHT.  CONTINUE SOUTH FOR 9.2
 AB1403'MILES TO BOILERS OF AN OLD WRECKED SHIP A SHORT DISTANCE
 AB1403'OFFSHORE.  CONTINUE SOUTH FOR 5.0 MILES TO END OF TRUCK
 AB1403'TRAVEL.  LEAVE BEACH AT THIS POINT AND PACK, ON A
 AB1403'COMPASS BEARING 250 DEGREES FROM NORTH, FOR A DISTANCE
 AB1403'OF APPROXIMATELY 1.4 MILES TO THE STATION.
 AB1403
 AB1403                          STATION RECOVERY (1969)
 AB1403
 AB1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 (WOM)
 AB1403'STATION WAS SEARCHED FOR BUT NOT RECOVERED AT THIS TIME.
 AB1403'
 AB1403'IT IS BELIEVED THAT THE STATION IS STILL IN PLACE AND IS COVERED BY
 AB1403'SHIFTING SAND AT THIS TIME.
 AB1403'
 AB1403'AS THE STATION IS ABOUT A MILE AND A HALF BACK FROM THE BEACH AND IN
 AB1403'AN AREA OF MUD FLATS AND SHIFTING SAND DUNES WITH NOTHING REALLY TO
 AB1403'MEASURE TO MAKES IT VERY DIFFICULT TO RECOVER.  NEXT YEAR IT MIGHT
 AB1403'BE UNCOVERED.
 AB1403'
 AB1403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-3/4 MILES NE OF
 AB1403'PORT MANSFIELD.
 AB1403
 AB1403                          STATION RECOVERY (1974)
 AB1403
 AB1403'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (MB)
 AB1403'RECOVERED BY MUNROE AND BASS INC.
 AB1403'
 AB1403'DESERT 1939-MARK RECOVERED IN GOOD CONDITION, TO REACH BY
 AB1403'L.F. SMITH IN 1969 STILL GOOD.  SET NEW WITNESS POST 2 FT
 AB1403'FROM STATION.
 AB1403
 AB1403                          STATION RECOVERY (1980)
 AB1403
 AB1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AB1403'THE STATION WAS RECOVERED IN GOOD CONDITON AS DESCRIBED.
 AB1403'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AB1403'
 AB1403'THE STATION IS LOCATED ABOUT 63 MILES SOUTH OF THE RANGER STATION
 AB1403'AT PADRE ISLAND STATE PARK, 10 MILES EAST-NORTHEAST OF PORT
 AB1403'MANSFIELD, 5 MILES NORTH OF THE PORT MANSFIELD CUT, AND 1.9 MILES
 AB1403'NORTH OF THE KENEDY-WILLACY COUNTY LINE ON PADRE ISLAND.
 AB1403'
 AB1403'TO REACH THE STATION FROM THE WEST END OF THE STONE BREAKWATER ON
 AB1403'THE NORTH SIDE OF THE EAST END OF THE PORT MANSFIELD CUT, GO NORTH
 AB1403'ALONG THE BEACH FOR 5.5 MILES.  TURN LEFT AND GO WESTERLY ACROSS
 AB1403'THE MUD FLATS AND SAND DUNES FOR 1.5 MILES TO THE STATION NEAR
 AB1403'THE BASE OF SOME HIGH SAND DUNES.  THE BREAKWATER CAN BE REACHED
 AB1403'BY BOAT FROM PORT MANSFIELD BY GOING EAST THROUGH THE PORT
 AB1403'MANSFIELD CUT FOR ABOUT 10 MILES OR BY FOUR WHEEL-DRIVE
 AB1403'VEHICLE BY DRIVING SOUTH ALONG THE BEACH FOR 67 MILES FROM THE
 AB1403'RANGER STATION.
 AB1403'
 AB1403'THE STATION IS A STANDARD C. AND G.S. DISK
 AB1403'STAMPED---DESERT 1939---,
 AB1403'ACCORDING TO THE 1939 DESCRIPTION THE DISK IS SCREWED TO THE
 AB1403'TOP OF A 3-INCH GALVANIZED PIPE, 6 FEET LONG, IMBEDDED IN CONCRETE
 AB1403'AND PROJECTING 30 CM ABOVE THE GROUND.  IN 1969 THE ORGINAL PIPE
 AB1403'WAS ENCASED IN A 4-INCH TERRA-COTTA PIPE WHICH WAS ENCASED INTO
 AB1403'A 30 CM CONCRETE MONUMENT.
 AB1403'IT IS LOCATED
 AB1403'4 FEET EAST FROM A 3-INCH WOOD WITNESS POST.
 AB1403'
 AB1403'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 AB1403'REFERENCE MARKS ESTABLISHED FOR THIS STATION AT THIS TIME.
 AB1403'
 AB1403'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 11 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2006 ***********************************************************************
 FL2006  DESIGNATION -  DESERTED
 FL2006  PID         -  FL2006
 FL2006  STATE/COUNTY-  TX/GRAY
 FL2006  USGS QUAD   -  DEEP LAKE (1968)
 FL2006
 FL2006                         *CURRENT SURVEY CONTROL
 FL2006  ___________________________________________________________________
 FL2006* NAD 83(1993)-  35 20 36.25342(N)    100 53 54.09177(W)     ADJUSTED  
 FL2006* NAVD 88     -       982.     (meters)    3222.     (feet)  SCALED    
 FL2006  ___________________________________________________________________
 FL2006  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 FL2006  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FL2006
 FL2006  HORZ ORDER  -  SECOND
 FL2006
 FL2006.The horizontal coordinates were established by classical geodetic methods
 FL2006.and adjusted by the National Geodetic Survey in February 1996..
 FL2006
 FL2006.The orthometric height was scaled from a topographic map.
 FL2006
 FL2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2006
 FL2006.The geoid height was determined by GEOID03.
 FL2006
 FL2006;                    North         East     Units Scale Factor Converg.
 FL2006;SPC TX N     - 1,149,198.975   254,687.111   MT  0.99991172   +0 20 55.2
 FL2006;SPC TX N     - 3,770,330.30    835,585.96   sFT  0.99991172   +0 20 55.2
 FL2006;UTM  14      - 3,912,779.888   327,487.918   MT  0.99996677   -1 05 54.3
 FL2006
 FL2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2006!SPC TX N     -   0.99984991  x   0.99991172  =   0.99976164
 FL2006!UTM  14      -   0.99984991  x   0.99996677  =   0.99981668
 FL2006
 FL2006:                Primary Azimuth Mark                     Grid Az
 FL2006:SPC TX N     -  DESERTED AZ MK                           087 58 23.7
 FL2006:UTM  14      -  DESERTED AZ MK                           089 25 13.2
 FL2006
 FL2006|---------------------------------------------------------------------|
 FL2006| PID    Reference Object                     Distance      Geod. Az  |
 FL2006|                                                           dddmmss.s |
 FL2006| CK8516 DESERTED AZ MK                                     0881918.9 |
 FL2006| CK8518 DESERTED RM 2                         9.227 METERS 25857     |
 FL2006| CK8517 DESERTED RM 1                        11.256 METERS 35050     |
 FL2006|---------------------------------------------------------------------|
 FL2006
 FL2006                          SUPERSEDED SURVEY CONTROL
 FL2006
 FL2006  NAD 83(1993)-  35 20 36.25550(N)    100 53 54.08901(W) AD(       ) 2
 FL2006  NAD 83(1986)-  35 20 36.25899(N)    100 53 54.08205(W) AD(       ) 2
 FL2006  NAD 27      -  35 20 36.08700(N)    100 53 52.55700(W) AD(       ) 2
 FL2006
 FL2006.Superseded values are not recommended for survey control.
 FL2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2006.See file dsdata.txt to determine how the superseded data were derived.
 FL2006
 FL2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2748812780(NAD 83)
 FL2006_MARKER: DS = TRIANGULATION STATION DISK
 FL2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2006
 FL2006  HISTORY     - Date     Condition        Report By
 FL2006  HISTORY     - 1951     MONUMENTED       CGS
 FL2006  HISTORY     - 1956     GOOD             CGS
 FL2006  HISTORY     - 1961     GOOD             CGS
 FL2006
 FL2006                          STATION DESCRIPTION
 FL2006
 FL2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2006'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF A DIRT ROAD,
 FL2006'A SHORT DISTANCE SOUTH OF A LARGE WOODEN WINDMILL TOWER AND
 FL2006'FARM BUILDINGS THAT ARE UNOCCUPIED.  IT IS ABOUT 13 MILES
 FL2006'SOUTH AND 4 MILES EAST OF PAMPA, 6 FEET SOUTH OF THE DIRT
 FL2006'ROAD, 4 FEET NORTH OF AN EAST-WEST FENCE AND 3.5 FEET NORTH OF
 FL2006'A WITNESS POST.  THE STATION MARK IS A BRONZE DISK STAMPED
 FL2006'DESERTED 1951 AND IS SET IN A SQUARE CONCRETE POST THAT
 FL2006'PROJECTS 3 INCHES.
 FL2006'
 FL2006'REFERENCE MARK NO. 1 IS 7 FEET NORTH OF THE DIRT ROAD.  IT IS
 FL2006'A BRONZE DISK STAMPED DESERTED NO 1 1951 AND IS SET IN A SQUARE
 FL2006'CONCRETE POST THAT PROJECTS 5 INCHES.
 FL2006'
 FL2006'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF AN EAST-WEST FENCE.
 FL2006'IT IS A BRONZE DISK STAMPED DESERTED NO 2 1951 AND IS SET IN A
 FL2006'SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 FL2006'
 FL2006'THE AZIMUTH MARK IS LOCATED EAST OF THE STATION ON A SMALL
 FL2006'KNOLL, 3 FEET NORTH OF THE DIRT ROAD AND 2.5 FEET EAST OF A
 FL2006'WITNESS POST.  IT IS A BRONZE DISK STAMPED DESERTED 1951 AND
 FL2006'IS SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 FL2006'
 FL2006'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND TEXAS STATE
 FL2006'HIGHWAY 70 IN THE SOUTH EDGE OF PAMPA, GO SOUTH ON HIGHWAY 70
 FL2006'FOR 12.3 MILES TO A DIRT CROSSROAD, TURN LEFT, EAST, FOR 4.1
 FL2006'MILES TO THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 FL2006'CONTINUE EAST ON THE DIRT ROAD FOR 0.4 MILE TO THE MARK ON THE
 FL2006'LEFT AS DESCRIBED.
 FL2006
 FL2006                          STATION RECOVERY (1956)
 FL2006
 FL2006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL2006'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL2006'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL2006'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL2006
 FL2006                          STATION RECOVERY (1961)
 FL2006
 FL2006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CB)
 FL2006'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 FL2006'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 FL2006'STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0384 ***********************************************************************
 DM0384  DESIGNATION -  DETROIT
 DM0384  PID         -  DM0384
 DM0384  STATE/COUNTY-  TX/RED RIVER
 DM0384  USGS QUAD   -  DETROIT (1964)
 DM0384
 DM0384                         *CURRENT SURVEY CONTROL
 DM0384  ___________________________________________________________________
 DM0384* NAD 83(1986)-  33 39 39.     (N)    095 15 44.     (W)     SCALED    
 DM0384* NAVD 88     -       146.004  (meters)     479.01   (feet)  ADJUSTED  
 DM0384  ___________________________________________________________________
 DM0384  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM0384  DYNAMIC HT  -         145.852 (meters)     478.52  (feet)  COMP
 DM0384  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 DM0384
 DM0384  VERT ORDER  -  SECOND    CLASS 0
 DM0384
 DM0384.The horizontal coordinates were scaled from a topographic map and have
 DM0384.an estimated accuracy of +/- 6 seconds.
 DM0384
 DM0384.The orthometric height was determined by differential leveling
 DM0384.and adjusted by the National Geodetic Survey in June 1991..
 DM0384
 DM0384.The geoid height was determined by GEOID03.
 DM0384
 DM0384.The dynamic height is computed by dividing the NAVD 88
 DM0384.geopotential number by the normal gravity value computed on the
 DM0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0384.degrees latitude (g = 980.6199 gals.).
 DM0384
 DM0384.The modeled gravity was interpolated from observed gravity values.
 DM0384
 DM0384;                    North         East    Units  Estimated Accuracy
 DM0384;SPC TXNC     - 2,225,770.      900,240.      MT  (+/- 180 meters Scaled)
 DM0384
 DM0384                          SUPERSEDED SURVEY CONTROL
 DM0384
 DM0384  NGVD 29 (??/??/92)  145.990  (m)          478.97   (f) ADJ UNCH    2 0
 DM0384
 DM0384.Superseded values are not recommended for survey control.
 DM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0384.See file dsdata.txt to determine how the superseded data were derived.
 DM0384
 DM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT902268(NAD 83)
 DM0384_MARKER: DB = BENCH MARK DISK
 DM0384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0384_SP_SET: FOUNDATION
 DM0384_STAMPING: DETROIT 1934
 DM0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0384
 DM0384  HISTORY     - Date     Condition        Report By
 DM0384  HISTORY     - 1934     MONUMENTED       CGS
 DM0384  HISTORY     - 1942     GOOD             NGS
 DM0384
 DM0384                          STATION DESCRIPTION
 DM0384
 DM0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0384'IN DETROIT.
 DM0384'DISK IS SET VERTICALLY IN THE FOUNDATION IN THE NE CORNER OF THE
 DM0384'SCHOOL BUILDING.  BENEATH THE CORNER STONE.
 DM0384
 DM0384                          STATION RECOVERY (1942)
 DM0384
 DM0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 DM0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1336 ***********************************************************************
 DM1336  DESIGNATION -  DETROIT
 DM1336  PID         -  DM1336
 DM1336  STATE/COUNTY-  TX/RED RIVER
 DM1336  USGS QUAD   -  BAGWELL (1964)
 DM1336
 DM1336                         *CURRENT SURVEY CONTROL
 DM1336  ___________________________________________________________________
 DM1336* NAD 83(1993)-  33 38 57.69069(N)    095 14 20.34040(W)     ADJUSTED  
 DM1336* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 DM1336  ___________________________________________________________________
 DM1336  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DM1336  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DM1336
 DM1336  HORZ ORDER  -  SECOND
 DM1336
 DM1336.The horizontal coordinates were established by classical geodetic methods
 DM1336.and adjusted by the National Geodetic Survey in February 1996..
 DM1336
 DM1336.The orthometric height was scaled from a topographic map.
 DM1336
 DM1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1336
 DM1336.The geoid height was determined by GEOID03.
 DM1336
 DM1336;                    North         East     Units Scale Factor Converg.
 DM1336;SPC TXNC     - 2,224,559.741   902,429.842   MT  0.99992691   +1 46 42.7
 DM1336;SPC TXNC     - 7,298,409.75  2,960,721.91   sFT  0.99992691   +1 46 42.7
 DM1336;UTM  15      - 3,725,527.293   292,368.490   MT  1.00013151   -1 14 27.9
 DM1336
 DM1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1336!SPC TXNC     -   0.99998053  x   0.99992691  =   0.99990744
 DM1336!UTM  15      -   0.99998053  x   1.00013151  =   1.00011203
 DM1336
 DM1336|---------------------------------------------------------------------|
 DM1336| PID    Reference Object                     Distance      Geod. Az  |
 DM1336|                                                           dddmmss.s |
 DM1336| DM1337 DETROIT 2                            37.102 METERS 00641     |
 DM1336| CX9453 DETROIT RM 1                         23.590 METERS 01058     |
 DM1336| CX9452 DETROIT AZ MK                                      1024708.6 |
 DM1336| CX9454 DETROIT RM 2                         21.446 METERS 25643     |
 DM1336| CX9456 DETROIT 2 RM 2                                     34440     |
 DM1336|---------------------------------------------------------------------|
 DM1336
 DM1336                          SUPERSEDED SURVEY CONTROL
 DM1336
 DM1336  NAD 83(1993)-  33 38 57.69136(N)    095 14 20.33957(W) AD(       ) 2
 DM1336  NAD 83(1986)-  33 38 57.69790(N)    095 14 20.32797(W) AD(       ) 2
 DM1336  NAD 27      -  33 38 57.31100(N)    095 14 19.51200(W) AD(       ) 2
 DM1336
 DM1336.Superseded values are not recommended for survey control.
 DM1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1336.See file dsdata.txt to determine how the superseded data were derived.
 DM1336
 DM1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9236825527(NAD 83)
 DM1336_MARKER: DS = TRIANGULATION STATION DISK
 DM1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1336
 DM1336  HISTORY     - Date     Condition        Report By
 DM1336  HISTORY     - 1951     MONUMENTED       CGS
 DM1336  HISTORY     - 1956     SEE DESCRIPTION  CGS
 DM1336
 DM1336                          STATION DESCRIPTION
 DM1336
 DM1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1336'STATION IS LOCATED ABOUT 2-1/2 MILES EAST SOUTHEAST OF DETROIT
 DM1336'IN THE SOUTHEAST CORNER OF A BARNYARD.  STATION IS 65 FEET
 DM1336'NORTH OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AND 22 FEET
 DM1336'NORTHWEST OF FENCE CORNER.  THE MARK IS FLUSH WITH THE GROUND
 DM1336'AND THE DISK IS STAMPED DETROIT 1951.
 DM1336'
 DM1336'REFERENCE MARK NO. 1 IS 8 FEET SOUTH OF SOUTHEAST CORNER OF
 DM1336'CHICKEN HOUSE AND 3.5 FEET SOUTHWEST OF GATE POST.  THE MARK
 DM1336'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DETROIT NO
 DM1336'1 1951.
 DM1336'
 DM1336'REFERENCE MARK NO. 2 IS 46 FEET NORTH OF THE APPROXIMATE
 DM1336'CENTERLINE OF ROAD, AND 0.5 FOOT NORTH OF FENCE.  THE MARK
 DM1336'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED DETROIT NO
 DM1336'2 1951.
 DM1336'
 DM1336'AZIMUTH MARK IS 31 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 DM1336'OF ROAD AND 1.5 FEET NORTH OF WITNESS POST.  THE MARK PROJECTS
 DM1336'ABOUT 4 INCHES AND THE DISK IS STAMPED DETROIT 1951.
 DM1336'
 DM1336'TO REACH FROM THE POST OFFICE IN DETROIT GO EAST FOR 0.2 MILE
 DM1336'TO SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH AND SOUTHEAST
 DM1336'ON MAIN DIRT ROAD FOR 2.0 MILES TO STATION ON LEFT JUST BEFORE
 DM1336'REACHING FARMHOUSE AS DESCRIBED.  CONTINUE EAST FOR 0.45
 DM1336'MILE TO AZIMUTH MARK ON RIGHT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 DM1336'
 DM1336'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1336
 DM1336                          STATION RECOVERY (1956)
 DM1336
 DM1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 DM1336'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  ALL
 DM1336'MARKS AT THIS STATION WERE IN THE NEW HIGHWAY CONSTRUCTION
 DM1336'RIGHT-OF-WAY AND WERE DESTROYED AFTER DETROIT 2 1956 WAS
 DM1336'ESTABLISHED IN THE VICINITY.  THE AZIMUTH MARK WAS NOT VISIBLE
 DM1336'FROM THE GROUND AND A NEW AZIMUTH MARK WAS NOT ESTABLISHED
 DM1336'AT DETROIT 2 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1337 ***********************************************************************
 DM1337  DESIGNATION -  DETROIT 2
 DM1337  PID         -  DM1337
 DM1337  STATE/COUNTY-  TX/RED RIVER
 DM1337  USGS QUAD   -  BAGWELL (1964)
 DM1337
 DM1337                         *CURRENT SURVEY CONTROL
 DM1337  ___________________________________________________________________
 DM1337* NAD 83(1993)-  33 38 58.88673(N)    095 14 20.17286(W)     ADJUSTED  
 DM1337* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 DM1337  ___________________________________________________________________
 DM1337  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DM1337  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DM1337
 DM1337  HORZ ORDER  -  THIRD
 DM1337
 DM1337.The horizontal coordinates were established by classical geodetic methods
 DM1337.and adjusted by the National Geodetic Survey in February 1996..
 DM1337.No horizontal observational check was made to the station.
 DM1337
 DM1337.The orthometric height was scaled from a topographic map.
 DM1337
 DM1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1337
 DM1337.The geoid height was determined by GEOID03.
 DM1337
 DM1337;                    North         East     Units Scale Factor Converg.
 DM1337;SPC TXNC     - 2,224,596.705   902,433.013   MT  0.99992697   +1 46 42.8
 DM1337;SPC TXNC     - 7,298,531.02  2,960,732.31   sFT  0.99992697   +1 46 42.8
 DM1337;UTM  15      - 3,725,564.046   292,373.604   MT  1.00013148   -1 14 27.9
 DM1337
 DM1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1337!SPC TXNC     -   0.99998053  x   0.99992697  =   0.99990750
 DM1337!UTM  15      -   0.99998053  x   1.00013148  =   1.00011200
 DM1337
 DM1337|---------------------------------------------------------------------|
 DM1337| PID    Reference Object                     Distance      Geod. Az  |
 DM1337|                                                           dddmmss.s |
 DM1337| CX9455 DETROIT 2 RM 1                       10.276 METERS 02337     |
 DM1337| DM1336 DETROIT                              37.102 METERS 18641     |
 DM1337| CX9454 DETROIT RM 2                         48.766 METERS 21104     |
 DM1337| CX9456 DETROIT 2 RM 2                       21.641 METERS 30442     |
 DM1337|---------------------------------------------------------------------|
 DM1337
 DM1337                          SUPERSEDED SURVEY CONTROL
 DM1337
 DM1337  NAD 83(1993)-  33 38 58.88741(N)    095 14 20.17203(W) AD(       ) 3
 DM1337  NAD 83(1986)-  33 38 58.89393(N)    095 14 20.16042(W) AD(       ) 3
 DM1337  NAD 27      -  33 38 58.50700(N)    095 14 19.34400(W) AD(       ) 3
 DM1337
 DM1337.Superseded values are not recommended for survey control.
 DM1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1337.See file dsdata.txt to determine how the superseded data were derived.
 DM1337
 DM1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT9237425564(NAD 83)
 DM1337_MARKER: DS = TRIANGULATION STATION DISK
 DM1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1337
 DM1337  HISTORY     - Date     Condition        Report By
 DM1337  HISTORY     - 1956     MONUMENTED       CGS
 DM1337  HISTORY     - 1957     GOOD             CGS
 DM1337
 DM1337                          STATION DESCRIPTION
 DM1337
 DM1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (CAS)
 DM1337'STATION IS A STANDARD DISK STAMPED DETROIT 2 1956 IN A CONCRETE
 DM1337'POST PROJECTING ABOUT 4 INCHES, 2 FEET SOUTHEAST FROM A
 DM1337'4 X 4 POST, IN A CURVE OF THE HIGHWAY AND ABOUT 5 FEET NORTH
 DM1337'OF THE NORTH RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 82, ABOUT
 DM1337'11 MILES WEST OF CLARKSVILLE AND 2-1/2 MILES SOUTHEAST FROM
 DM1337'DETROIT.  IT IS IN THE AREA OF AN OLD FARM YARD WHICH WAS
 DM1337'ABANDONED WHEN THE HIGHWAY WAS BUILT THROUGH THE AREA.
 DM1337'
 DM1337'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DETROIT 2
 DM1337'1956 NO. 1 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.  IT IS 4
 DM1337'FEET EAST OF AN OLD FENCE LINE AND 30 FEET EAST OF THE EAST
 DM1337'SIDE OF AN OLD BARN.
 DM1337'
 DM1337'REFERENCE NO. 2 IS A STANDARD DISK STAMPED DETROIT 2 1956
 DM1337'NO. 2, IN A CONCRETE POST PROJECTING ABOUT 3 INCHES, ABOUT
 DM1337'5 FEET NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY LINE, 25 FEET
 DM1337'WEST OF THE WEST SIDE OF THE OLD BARN AND IS 2 FEET SOUTH OF
 DM1337'A 4 X 4 POST.
 DM1337'
 DM1337'THERE ARE NO OBJECTS VISIBLE FROM THE STATION FOR AZIMUTH.
 DM1337'
 DM1337'TO REACH FROM DETROIT--GO EAST FROM THE POST OFFICE 0.2 MILE
 DM1337'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH AND SOUTHEAST
 DM1337'ON THE MAIN ROAD 2.0 MILES TO THE STATION ON THE LEFT.  NOTE-THE
 DM1337'POINT AT WHICH THE DETROIT ROAD INTERSECTS U.S. HIGHWAY
 DM1337'NO. 82 IS NEAR THE STATION AND NORTHWEST OF THE CURVE.
 DM1337'
 DM1337'TO REACH THE STATION FROM CLARKSVILLE.  GO WEST ON HIGHWAY
 DM1337'NO. 82 ABOUT 11 MILES TO THE HIGHWAY CURVE TO THE RIGHT AND
 DM1337'THE STATION ON THE RIGHT AS DESCRIBED.
 DM1337
 DM1337                          STATION RECOVERY (1957)
 DM1337
 DM1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1337'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1337'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1337'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0421 ***********************************************************************
 BL0421  DESIGNATION -  DEVERS
 BL0421  PID         -  BL0421
 BL0421  STATE/COUNTY-  TX/LIBERTY
 BL0421  USGS QUAD   -  DEVERS (1984)
 BL0421
 BL0421                         *CURRENT SURVEY CONTROL
 BL0421  ___________________________________________________________________
 BL0421* NAD 83(1993)-  30 01 41.71628(N)    094 35 59.52674(W)     ADJUSTED  
 BL0421* NAVD 88     -        18.141  (meters)      59.52   (feet)  ADJUSTED  
 BL0421  ___________________________________________________________________
 BL0421  X           -    -443,221.312 (meters)                     COMP
 BL0421  Y           -  -5,508,880.906 (meters)                     COMP
 BL0421  Z           -   3,173,081.239 (meters)                     COMP
 BL0421  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BL0421  ELLIP HEIGHT-          -9.15  (meters)          (02/16/96) GPS OBS
 BL0421  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0421  DYNAMIC HT  -          18.117 (meters)      59.44  (feet)  COMP
 BL0421  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 BL0421
 BL0421  HORZ ORDER  -  SECOND
 BL0421  VERT ORDER  -  FIRST     CLASS I
 BL0421  ELLP ORDER  -  FIFTH     CLASS I
 BL0421
 BL0421.The horizontal coordinates were established by classical geodetic methods
 BL0421.and adjusted by the National Geodetic Survey in February 1996..
 BL0421
 BL0421.The orthometric height was determined by differential leveling
 BL0421.and adjusted by the National Geodetic Survey in June 1991..
 BL0421
 BL0421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL0421
 BL0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0421
 BL0421.The ellipsoidal height was determined by GPS observations
 BL0421.and is referenced to NAD 83.
 BL0421
 BL0421.The geoid height was determined by GEOID03.
 BL0421
 BL0421.The dynamic height is computed by dividing the NAVD 88
 BL0421.geopotential number by the normal gravity value computed on the
 BL0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0421.degrees latitude (g = 980.6199 gals.).
 BL0421
 BL0421.The modeled gravity was interpolated from observed gravity values.
 BL0421
 BL0421;                    North         East     Units Scale Factor Converg.
 BL0421;SPC TX C     - 3,054,334.720 1,252,812.785   MT  1.00002477   +2 57 11.1
 BL0421;SPC TX C     -10,020,763.16  4,110,269.95   sFT  1.00002477   +2 57 11.1
 BL0421;UTM  15      - 3,322,994.205   345,730.030   MT  0.99989363   -0 48 02.8
 BL0421
 BL0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0421!SPC TX C     -   1.00000144  x   1.00002477  =   1.00002621
 BL0421!UTM  15      -   1.00000144  x   0.99989363  =   0.99989507
 BL0421
 BL0421:                Primary Azimuth Mark                     Grid Az
 BL0421:SPC TX C     -  SOUR LAKE TRANSCON PLINE MAST            026 09 32.2
 BL0421:UTM  15      -  SOUR LAKE TRANSCON PLINE MAST            029 54 46.1
 BL0421
 BL0421|---------------------------------------------------------------------|
 BL0421| PID    Reference Object                     Distance      Geod. Az  |
 BL0421|                                                           dddmmss.s |
 BL0421| BL2114 SOUR LAKE TRANSCON PLINE MAST       APPROX.18.9 KM 0290643.3 |
 BL0421| BL0422 DEVERS RM 1                          31.889 METERS 04515     |
 BL0421| BL0518 DEVERS AZ MK                                       1770714.4 |
 BL0421| BL0420 DEVERS RM 2                          33.733 METERS 33104     |
 BL0421|---------------------------------------------------------------------|
 BL0421
 BL0421                          SUPERSEDED SURVEY CONTROL
 BL0421
 BL0421  ELLIP H (01/21/93)   -9.36   (m)                       GP(       ) 4 2
 BL0421  NAD 83(1986)-  30 01 41.73371(N)    094 35 59.51013(W) AD(       ) 2
 BL0421  NAD 27      -  30 01 40.96000(N)    094 35 58.80900(W) AD(       ) 2
 BL0421  NGVD 29 (12/23/87)   18.146  (m)           59.53   (f) ADJUSTED    1 1
 BL0421
 BL0421.Superseded values are not recommended for survey control.
 BL0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0421.See file dsdata.txt to determine how the superseded data were derived.
 BL0421
 BL0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP4573022994(NAD 83)
 BL0421_MARKER: DS = TRIANGULATION STATION DISK
 BL0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0421_SP_SET: CONCRETE POST
 BL0421_STAMPING: DEVERS 1951
 BL0421_MARK LOGO: CGS   
 BL0421_PROJECTION: FLUSH
 BL0421_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0421+STABILITY: SURFACE MOTION
 BL0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0421+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 BL0421
 BL0421  HISTORY     - Date     Condition        Report By
 BL0421  HISTORY     - 1951     MONUMENTED       CGS
 BL0421  HISTORY     - 1955     GOOD             CGS
 BL0421  HISTORY     - 1963     GOOD             CGS
 BL0421  HISTORY     - 1972     GOOD             NGS
 BL0421  HISTORY     - 1987     GOOD             NGS
 BL0421  HISTORY     - 19880312 GOOD             USPSQD
 BL0421  HISTORY     - 19950817 GOOD             USPSQD
 BL0421  HISTORY     - 19980219 GOOD             TXDOT
 BL0421  HISTORY     - 20060121 GOOD             USPSQD
 BL0421
 BL0421                          STATION DESCRIPTION
 BL0421
 BL0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL0421'THE STATION IS LOCATED ABOUT 0.3 MILE WEST OF THE CENTER
 BL0421'OF DEVERS IN A TRIANGULAR PLOT OF GROUND FORMED BY THE JUNCTION
 BL0421'OF U.S. HIGHWAY NO. 90 AND STATE ROUTE NO. 61 ON STATE OWNED
 BL0421'LAND.  IT IS NEAR THE SOUTH END OF THE TRIANGULAR PLOT OF
 BL0421'LAND, 60.0 FEET EAST OF THE CENTER OF THE WEST FORK OF STATE
 BL0421'ROUTE NO. 61, 55.0 FEET WEST OF THE CENTER OF THE EAST FORK
 BL0421'OF STATE ROUTE NO. 61 AND 53.0 FEET NORTH OF A LARGE WHITE
 BL0421'JUNCTION SIGN.  IT IS SET FLUSH WITH THE SURFACE OF THE
 BL0421'GROUND AND IS STAMPED DEVERS 1951.
 BL0421'
 BL0421'REFERENCE MARK NO. 1 IS LOCATED IN THE SAME PLOT OF LAND
 BL0421'AS THE STATION AND IS ABOUT 1.5 FEET LOWER IN ELEVATION.
 BL0421'IT IS 90.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO.
 BL0421'90, 51.0 FEET WEST OF THE CENTER OF EAST FORK OF STATE ROUTE
 BL0421'NO. 61 AND 32.0 FEET SOUTHEAST OF POWERLINE POLE NO. 60.
 BL0421'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 BL0421'DEVERS NO 1 1951.
 BL0421'
 BL0421'REFERENCE MARK NO. 2 IS LOCATED IN THE SAME PLOT OF LAND
 BL0421'AS THE STATION AND IS ABOUT 1.5 FEET LOWER IN ELEVATION.
 BL0421'IT IS 103.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO.
 BL0421'90 AND 63.0 FEET EAST OF THE CENTER OF THE WEST FORK OF
 BL0421'STATE ROUTE NO. 61.  IT IS SET FLUSH WITH THE SURFACE OF
 BL0421'THE GROUND AND IS STAMPED DEVERS NO 2 1951.
 BL0421'
 BL0421'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 BL0421'MARK NO. 2 IS 129.95 FEET.
 BL0421'
 BL0421'THE AZIMUTH MARK IS 50.0 FEET WEST OF THE CENTER OF STATE
 BL0421'ROUTE NO. 61, 36.0 FEET NORTH OF THE CENTER OF A SHELL DRIVE
 BL0421'LEADING INTO A BRICK FARM HOUSE, 2.0 FEET NORTHEAST OF A
 BL0421'WITNESS POST AND 1.0 FOOT EAST OF A POWER-LINE BRACE POLE
 BL0421'NO. 485.  IT PROJECTS 4 INCHES AND IS STAMPED DEVERS 1951.
 BL0421'
 BL0421'TO REACH THE STATION FROM THE POST OFFICE IN DEVERS, GO
 BL0421'WEST ON U.S. HIGHWAY NO. 90 FOR 0.3 MILE TO THE JUNCTION
 BL0421'OF STATE ROUTE NO. 61 AND THE STATION AS DESCRIBED.
 BL0421'
 BL0421'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 BL0421'STATE ROUTE NO. 61 TO A SHELL DRIVEWAY ON THE RIGHT LEADING
 BL0421'INTO A BRICK FARM HOUSE AND THE AZIMUTH MARK AS DESCRIBED.
 BL0421'
 BL0421'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BL0421
 BL0421                          STATION RECOVERY (1955)
 BL0421
 BL0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 BL0421'0.4 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE GRADE SCHOOL
 BL0421'AT DEVERS, AT A JUNCTION WITH STATE HIGHWAY 61, AT THE
 BL0421'SOUTH SIDE OF THE TRIANGLE FORMED BY THE HIGHWAY JUNCTION,
 BL0421'51.6 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHEAST FORK
 BL0421'OF STATE HIGHWAY 61, 55 FEET NORTHEAST OF THE CENTER LINE
 BL0421'OF THE NORTHWEST FORK OF STATE HIGHWAY 61, A TRIANGULATION
 BL0421'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 BL0421'FLUSH WITH THE GROUND, STAMPED DEVERS 1951.
 BL0421'
 BL0421'DEVERS R.M. 1 IS 105 FEET NORTHEAST OF TRIANGULATION STATION
 BL0421'DEVERS 1951, 90.5 FEET SOUTH OF THE CENTER LINE OF U.S.
 BL0421'HIGHWAY 90, AT THE NORTHEAST CORNER OF THE TRIANGLE FORMED
 BL0421'BY THE HIGHWAY JUNCTION, 46.5 FEET NORTHWEST OF THE CENTER
 BL0421'LINE OF STATE HIGHWAY 61, 32 FEET SOUTHEAST OF A POWER POLE,
 BL0421'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 BL0421'WHICH IS FLUSH WITH THE GROUND, STAMPED DEVERS NO 1 1951.
 BL0421'
 BL0421'DEVERS 1951 AZIMUTH IS 0.8 MILE SOUTH OF TRIANGULATION STATION
 BL0421'DEVERS 1951, 51 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 BL0421'61, 35 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 BL0421'LEADING WEST, 1 FOOT EAST OF A POWER POLE, 1 FOOT NORTHEAST
 BL0421'OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF
 BL0421'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 BL0421'STAMPED DEVERS 1951.
 BL0421
 BL0421                          STATION RECOVERY (1963)
 BL0421
 BL0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BIW)
 BL0421'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE GRADE
 BL0421'SCHOOL AT DEVERS, AT THE SOUTH POINT OF THE TRIANGLE FORMED
 BL0421'BY THE JUNCTION OF STATE HIGHWAY 61, 51-1/2 FEET NORTHWEST
 BL0421'OF THE CENTER LINE OF THE NORTHEAST FORK OF HIGHWAY 61, 55
 BL0421'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST FORK OF
 BL0421'HIGHWAY 61, 183 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 BL0421'90, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAYS, AND IN
 BL0421'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BL0421'
 BL0421'DEVERS R.M. 1 IS 90-1/2 FEET SOUTH OF THE CENTER LINE OF
 BL0421'U.S. HIGHWAY 90, 46 FEET NORTHWEST OF THE CENTER LINE OF THE
 BL0421'NORTHEAST FORK OF HIGHWAY 61, 105 FEET NORTHEAST OF DEVERS
 BL0421'1951, 68-1/2 FEET SOUTHWEST OF BENCH MARK P 649, 32 FEET
 BL0421'SOUTHEAST OF A POWER POLE, 129.7 FEET EAST OF DEVERS R.M. 2,
 BL0421'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAYS, AND IN THE
 BL0421'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BL0421'
 BL0421'DEVERS R.M. 2 IS AT THE NORTHWEST END OF THE TRIANGLE FORMED
 BL0421'BY THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 61,
 BL0421'101 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 90, 52
 BL0421'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 61, 110.5
 BL0421'FEET NORTHWEST OF DEVERS 1951, 129.7 FEET WEST OF DEVERS
 BL0421'R.M. 1, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAYS, AND
 BL0421'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BL0421'
 BL0421'THE AZIMUTH MARK WAS NOT RECOVERED.
 BL0421
 BL0421                          STATION RECOVERY (1972)
 BL0421
 BL0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0421'0.55 MI W FROM DEVERS.
 BL0421'ABOUT 0.55 MILE WEST ALONG US HIGHWAY 90 FROM THE SCHOOL THENCE IN THE
 BL0421'SOUTH CORNER OF THE TRIANGLE FORMED BY JUNCTION OF STATE HIGHWAY 61
 BL0421'LEADING SOUTH, 183 FEET SOUTH OF THE CENTER LINE OF US HIGHWAY 90, 55
 BL0421'FEET NORTHEAST OF THE CENTER LINE OF THE WEST LEG OF STATE HIGHWAY 61,
 BL0421'52 FEET NORTHWEST OF THE CENTER LINE OF THE EAST LEG OF STATE HIGHWAY
 BL0421'61, 51.3 FEET NORTH OF A 3-INCH METAL POST SUPPORTING A SIGN, WEST 90
 BL0421'AND EAST 90, ABOUT 1 1/2 FEET BELOW THE LEVEL OF STATE HIGHWAY 61 AND
 BL0421'SET IN THE TOP OF A CONCRETE POST 0.1 FOOT BELOW THE LEVEL OF THE
 BL0421'GROUND.
 BL0421
 BL0421                          STATION RECOVERY (1987)
 BL0421
 BL0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0421'RECOVERED IN GOOD CONDITION.
 BL0421
 BL0421                          STATION RECOVERY (1988)
 BL0421
 BL0421'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0421'RECOVERED IN GOOD CONDITION.
 BL0421
 BL0421                          STATION RECOVERY (1995)
 BL0421
 BL0421'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0421'RECOVERED IN GOOD CONDITION.
 BL0421
 BL0421                          STATION RECOVERY (1998)
 BL0421
 BL0421'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 BL0421'STATION RECOVERED, OTHER MARKS NOT SEARCHED FOR.
 BL0421
 BL0421                          STATION RECOVERY (2006)
 BL0421
 BL0421'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL0421'FOUND AS DESCRIBED. SURVEYERS SLAT AND ORANGE TAPE ON IT. DID NOT LOOK
 BL0421'FOR R1 OR R2 AS GRASS WAS HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0518 ***********************************************************************
 BL0518  DESIGNATION -  DEVERS AZ MK
 BL0518  PID         -  BL0518
 BL0518  STATE/COUNTY-  TX/LIBERTY
 BL0518  USGS QUAD   -  DEVERS (1984)
 BL0518
 BL0518                         *CURRENT SURVEY CONTROL
 BL0518  ___________________________________________________________________
 BL0518* NAD 83(1986)-  30 01 04.     (N)    094 35 56.     (W)     SCALED    
 BL0518* NAVD 88     -        17.43   (+/-2cm)      57.2    (feet)  VERTCON   
 BL0518  ___________________________________________________________________
 BL0518  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0518
 BL0518  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0518
 BL0518.The horizontal coordinates were scaled from a topographic map and have
 BL0518.an estimated accuracy of +/- 6 seconds.
 BL0518
 BL0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0518.The vertical order pertains to the NGVD 29 superseded value.
 BL0518
 BL0518.The geoid height was determined by GEOID03.
 BL0518
 BL0518;                    North         East    Units  Estimated Accuracy
 BL0518;SPC TX C     - 3,053,180.    1,252,970.      MT  (+/- 180 meters Scaled)
 BL0518
 BL0518                          SUPERSEDED SURVEY CONTROL
 BL0518
 BL0518  NGVD 29 (??/??/92)   17.439  (m)           57.21   (f) ADJ UNCH    1 2
 BL0518
 BL0518.Superseded values are not recommended for survey control.
 BL0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0518.See file dsdata.txt to determine how the superseded data were derived.
 BL0518
 BL0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP458218(NAD 83)
 BL0518_MARKER: DZ = AZIMUTH MARK DISK
 BL0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0518_STAMPING: DEVERS 1951
 BL0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0518+STABILITY: SURFACE MOTION
 BL0518
 BL0518  HISTORY     - Date     Condition        Report By
 BL0518  HISTORY     - 1951     MONUMENTED       CGS
 BL0518  HISTORY     - 1973     GOOD             NGS
 BL0518  HISTORY     - 19880526 GOOD             USPSQD
 BL0518  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 BL0518
 BL0518                          STATION DESCRIPTION
 BL0518
 BL0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0518'0.8 MI S FROM DEVERS.
 BL0518'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 61 FROM THE JUNCTION OF US
 BL0518'HIGHWAY 90 AT DEVERS, ABOUT 50 FEET WEST OF THE CENTER LINE OF THE
 BL0518'HIGHWAY, 36 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVE LEADING
 BL0518'WEST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 BL0518'OF A CONCRETE POST PROJECTING 4 INCHES.
 BL0518
 BL0518                          STATION RECOVERY (1988)
 BL0518
 BL0518'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0518'RECOVERED IN GOOD CONDITION.
 BL0518
 BL0518                          STATION RECOVERY (1995)
 BL0518
 BL0518'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0422 ***********************************************************************
 BL0422  DESIGNATION -  DEVERS RM 1
 BL0422  PID         -  BL0422
 BL0422  STATE/COUNTY-  TX/LIBERTY
 BL0422  USGS QUAD   -  DEVERS (1984)
 BL0422
 BL0422                         *CURRENT SURVEY CONTROL
 BL0422  ___________________________________________________________________
 BL0422* NAD 83(1986)-  30 01 41.     (N)    094 36 01.     (W)     SCALED    
 BL0422* NAVD 88     -        17.92   (+/-2cm)      58.8    (feet)  VERTCON   
 BL0422  ___________________________________________________________________
 BL0422  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0422
 BL0422  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0422
 BL0422.The horizontal coordinates were scaled from a topographic map and have
 BL0422.an estimated accuracy of +/- 6 seconds.
 BL0422
 BL0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0422.The vertical order pertains to the NGVD 29 superseded value.
 BL0422
 BL0422.The geoid height was determined by GEOID03.
 BL0422
 BL0422;                    North         East    Units  Estimated Accuracy
 BL0422;SPC TX C     - 3,054,310.    1,252,770.      MT  (+/- 180 meters Scaled)
 BL0422
 BL0422                          SUPERSEDED SURVEY CONTROL
 BL0422
 BL0422  NGVD 29 (??/??/92)   17.925  (m)           58.81   (f) ADJ UNCH    1 1
 BL0422
 BL0422.Superseded values are not recommended for survey control.
 BL0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0422.See file dsdata.txt to determine how the superseded data were derived.
 BL0422
 BL0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP456229(NAD 83)
 BL0422_MARKER: DR = REFERENCE MARK DISK
 BL0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0422_STAMPING: DEVERS NO. 1 1951
 BL0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0422+STABILITY: SURFACE MOTION
 BL0422
 BL0422  HISTORY     - Date     Condition        Report By
 BL0422  HISTORY     - 1951     MONUMENTED       CGS
 BL0422  HISTORY     - 1972     GOOD             NGS
 BL0422  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 BL0422  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0422
 BL0422                          STATION DESCRIPTION
 BL0422
 BL0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0422'0.55 MI W FROM DEVERS.
 BL0422'ABOUT 0.55 MILE WEST ALONG US HIGHWAY 90 FROM THE SCHOOL THENCE IN THE
 BL0422'NORTHEAST CORNER OF THE TRIANGLE FORMED BY THE JUNCTION OF STATE
 BL0422'HIGHWAY 61 LEADING SOUTH, 104.6 FEET NORTHEAST OF THE STATION MARK,
 BL0422'68.9 FEET SOUTHWEST OF BENCH MARK P-649, 90.5 FEET SOUTH OF THE CENTER
 BL0422'LINE OF US HIGHWAY 90, 45.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 BL0422'EAST LEG OF STATE HIGHWAY 61, 34.5 FEET SOUTHEAST OF A POWER POLE,
 BL0422'ABOUT 1 FOOT BELOW THE LEVEL OF US HIGHWAY 90 AND SET IN THE TOP OF A
 BL0422'CONCRETE POST ABOUT 0.1 FOOT BELOW THE LEVEL OF THE GROUND.
 BL0422
 BL0422                          STATION RECOVERY (1995)
 BL0422
 BL0422'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0422'MARK NOT FOUND.
 BL0422
 BL0422                          STATION RECOVERY (2004)
 BL0422
 BL0422'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0420 ***********************************************************************
 BL0420  DESIGNATION -  DEVERS RM 2
 BL0420  PID         -  BL0420
 BL0420  STATE/COUNTY-  TX/LIBERTY
 BL0420  USGS QUAD   -  DEVERS (1984)
 BL0420
 BL0420                         *CURRENT SURVEY CONTROL
 BL0420  ___________________________________________________________________
 BL0420* NAD 83(1986)-  30 01 41.     (N)    094 36 01.     (W)     SCALED    
 BL0420* NAVD 88     -        17.86   (+/-2cm)      58.6    (feet)  VERTCON   
 BL0420  ___________________________________________________________________
 BL0420  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0420
 BL0420  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0420
 BL0420.The horizontal coordinates were scaled from a topographic map and have
 BL0420.an estimated accuracy of +/- 6 seconds.
 BL0420
 BL0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0420.The vertical order pertains to the NGVD 29 superseded value.
 BL0420
 BL0420.The geoid height was determined by GEOID03.
 BL0420
 BL0420;                    North         East    Units  Estimated Accuracy
 BL0420;SPC TX C     - 3,054,310.    1,252,770.      MT  (+/- 180 meters Scaled)
 BL0420
 BL0420                          SUPERSEDED SURVEY CONTROL
 BL0420
 BL0420  NGVD 29 (??/??/92)   17.863  (m)           58.61   (f) ADJ UNCH    1 1
 BL0420
 BL0420.Superseded values are not recommended for survey control.
 BL0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0420.See file dsdata.txt to determine how the superseded data were derived.
 BL0420
 BL0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP456229(NAD 83)
 BL0420_MARKER: DR = REFERENCE MARK DISK
 BL0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0420_STAMPING: DEVERS NO. 2 1951
 BL0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0420+STABILITY: SURFACE MOTION
 BL0420
 BL0420  HISTORY     - Date     Condition        Report By
 BL0420  HISTORY     - 1951     MONUMENTED       CGS
 BL0420  HISTORY     - 1972     GOOD             NGS
 BL0420  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 BL0420
 BL0420                          STATION DESCRIPTION
 BL0420
 BL0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0420'0.55 MI W FROM DEVERS.
 BL0420'ABOUT 0.55 MILE WEST ALONG US HIGHWAY 90 FROM THE SCHOOL THENCE IN THE
 BL0420'NORTHWEST CORNER OF THE TRIANGLE FORMED BY THE JUNCTION OF STATE
 BL0420'HIGHWAY 61 LEADING SOUTH 110.6 FEET NORTHWEST OF THE STATION MARK,
 BL0420'129.2 FEET WEST OF RM 1, 101 FEET SOUTH OF THE CENTER LINE OF US
 BL0420'HIGHWAY 90, 52 FEET NORTHEAST OF THE CENTER LINE OF THE WEST LEG OF
 BL0420'STATE HIGHWAY 61, ABOUT 2 FEET BELOW THE LEVEL OF HIGHWAY 61 AND SET
 BL0420'IN THE TOP OF A CONCRETE POST ABOUT 0.1 BELOW THE LEVEL OF THE GROUND.
 BL0420
 BL0420                          STATION RECOVERY (1995)
 BL0420
 BL0420'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1821 ***********************************************************************
 AY1821  DESIGNATION -  DEVIL
 AY1821  PID         -  AY1821
 AY1821  STATE/COUNTY-  TX/COMAL
 AY1821  USGS QUAD   -  ANHALT (1973)
 AY1821
 AY1821                         *CURRENT SURVEY CONTROL
 AY1821  ___________________________________________________________________
 AY1821* NAD 83(1993)-  29 48 31.21733(N)    098 26 51.41516(W)     ADJUSTED  
 AY1821* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 AY1821  ___________________________________________________________________
 AY1821  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 AY1821  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AY1821
 AY1821  HORZ ORDER  -  SECOND
 AY1821
 AY1821.The horizontal coordinates were established by classical geodetic methods
 AY1821.and adjusted by the National Geodetic Survey in February 1996..
 AY1821
 AY1821.The orthometric height was scaled from a topographic map.
 AY1821
 AY1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1821
 AY1821.The geoid height was determined by GEOID03.
 AY1821
 AY1821;                    North         East     Units Scale Factor Converg.
 AY1821;SPC TXSC     - 4,219,048.040   653,393.802   MT  0.99989732   +0 16 14.2
 AY1821;SPC TXSC     -13,841,993.44  2,143,676.17   sFT  0.99989732   +0 16 14.2
 AY1821;SPC TX C     - 3,017,288.090   882,302.772   MT  1.00009645   +0 58 16.5
 AY1821;SPC TX C     - 9,899,219.34  2,894,688.34   sFT  1.00009645   +0 58 16.5
 AY1821;UTM  14      - 3,297,712.823   553,378.545   MT  0.99963515   +0 16 28.6
 AY1821
 AY1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1821!SPC TXSC     -   0.99993068  x   0.99989732  =   0.99982801
 AY1821!SPC TX C     -   0.99993068  x   1.00009645  =   1.00002712
 AY1821!UTM  14      -   0.99993068  x   0.99963515  =   0.99956585
 AY1821
 AY1821|---------------------------------------------------------------------|
 AY1821| PID    Reference Object                     Distance      Geod. Az  |
 AY1821|                                                           dddmmss.s |
 AY1821| CV3830 DEVIL RM 1                           27.618 METERS 10637     |
 AY1821| CV3829 DEVIL AZ MK                                        1441038.0 |
 AY1821| AY1815 SW BELL TEL CO TV TWR KKC 92        APPROX. 9.7 KM 1535547.8 |
 AY1821| CV3831 DEVIL RM 2                           21.930 METERS 21709     |
 AY1821|---------------------------------------------------------------------|
 AY1821
 AY1821                          SUPERSEDED SURVEY CONTROL
 AY1821
 AY1821  NAD 83(1986)-  29 48 31.22461(N)    098 26 51.39858(W) AD(       ) 2
 AY1821  NAD 27      -  29 48 30.43220(N)    098 26 50.33510(W) AD(       ) 2
 AY1821
 AY1821.Superseded values are not recommended for survey control.
 AY1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1821.See file dsdata.txt to determine how the superseded data were derived.
 AY1821
 AY1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5337997713(NAD 83)
 AY1821_MARKER: DS = TRIANGULATION STATION DISK
 AY1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY1821
 AY1821  HISTORY     - Date     Condition        Report By
 AY1821  HISTORY     - 1956     MONUMENTED       CGS
 AY1821  HISTORY     - 19990925 GOOD             USPSQD
 AY1821
 AY1821                          STATION DESCRIPTION
 AY1821
 AY1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1821'THE STATION IS LOCATED ABOUT 16 MILES EAST OF BOERNE, ABOUT
 AY1821'5.5 MILES SOUTH-SOUTHWEST OF THE POST OFFICE AT SPRING BRANCH,
 AY1821'ABOUT 4 MILES NORTH OF BULVERDE, ABOUT 2 MILES WEST OF U.S.
 AY1821'HIGHWAY 281 AND ON THE SUMMIT OF A PROMINENT WOODED HILL.
 AY1821'
 AY1821'TO REACH FROM THE POST OFFICE AT SPRING BRANCH.  GO SOUTH ON
 AY1821'U.S. HIGHWAY 281 FOR 5.7 MILES.  TURN RIGHT, ONTO FARM
 AY1821'ROAD 475, AND GO WEST FOR 1.4 MILES TO THE AZIMUTH MARK ON
 AY1821'THE LEFT HAND SIDE OF THE ROAD.  CONTINUE WESTERLY FOR 0.25
 AY1821'MILE.  TURN RIGHT, PASS THROUGH A CATTLE GUARD, AND FOLLOW
 AY1821'THE GRADED ROAD NORTHERLY FOR 0.55 MILE.  PASS THROUGH A WIRE
 AY1821'GATE AND CONTINUE NORTHERLY FOR 0.7 MILE.  TURN LEFT AND GO
 AY1821'WESTERLY FOR 0.35 MILE.  TURN LEFT AND GO ACROSS COUNTRY
 AY1821'FOR 0.3 MILE TO THE HIGH GROUND AND THE STATION.
 AY1821'
 AY1821'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND
 AY1821'THE DISK IS STAMPED DEVIL 1956.
 AY1821'
 AY1821'REFERENCE MARK 1 IS ON THE EAST SLOPE OF THE HILL AND LIES
 AY1821'ABOUT 6 FEET LOWER THAN THE STATION.  IT IS FLUSH WITH THE
 AY1821'SURFACE OF THE GROUND, AND THE DISK IS STAMPED DEVIL NO 1
 AY1821'1956.
 AY1821'
 AY1821'REFERENCE MARK 2 IS ON THE WEST SLOPE OF THE HILL AND IS ABOUT
 AY1821'4 FEET LOWER THAN THE STATION.  IT IS FLUSH WITH THE SURFACE
 AY1821'OF THE GROUND, AND THE DISK IS STAMPED DEVIL NO 2 1956.
 AY1821'
 AY1821'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTERLINE OF FARM
 AY1821'ROAD 475, 4 FEET NORTH OF A WHITE 4 IN BY 4 IN WITNESS POST AND 4
 AY1821'FEET NORTH OF A WIRE FENCE.  IT IS FLUSH WITH THE SURFACE OF
 AY1821'THE GROUND, AND THE DISK IS STAMPED DEVIL 1956.
 AY1821
 AY1821                          STATION RECOVERY (1999)
 AY1821
 AY1821'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0831 ***********************************************************************
 CB0831  DESIGNATION -  DEVIL
 CB0831  PID         -  CB0831
 CB0831  STATE/COUNTY-  TX/TOM GREEN
 CB0831  USGS QUAD   -  SAN ANGELO NORTH (1978)
 CB0831
 CB0831                         *CURRENT SURVEY CONTROL
 CB0831  ___________________________________________________________________
 CB0831* NAD 83(1993)-  31 35 37.76589(N)    100 23 03.42957(W)     ADJUSTED  
 CB0831* NAVD 88     -       705.8    (meters)    2316.     (feet)  VERTCON   
 CB0831  ___________________________________________________________________
 CB0831  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 CB0831  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CB0831
 CB0831  HORZ ORDER  -  FIRST
 CB0831
 CB0831.The horizontal coordinates were established by classical geodetic methods
 CB0831.and adjusted by the National Geodetic Survey in February 1996..
 CB0831
 CB0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0831
 CB0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0831
 CB0831.The geoid height was determined by GEOID03.
 CB0831
 CB0831;                    North         East     Units Scale Factor Converg.
 CB0831;SPC TX C     - 3,213,641.058   695,164.534   MT  0.99993505   -0 01 34.5
 CB0831;SPC TX C     -10,543,420.70  2,280,718.98   sFT  0.99993505   -0 01 34.5
 CB0831;UTM  14      - 3,496,246.838   368,667.862   MT  0.99981273   -0 43 31.2
 CB0831
 CB0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0831!SPC TX C     -   0.99989303  x   0.99993505  =   0.99982809
 CB0831!UTM  14      -   0.99989303  x   0.99981273  =   0.99970578
 CB0831
 CB0831|---------------------------------------------------------------------|
 CB0831| PID    Reference Object                     Distance      Geod. Az  |
 CB0831|                                                           dddmmss.s |
 CB0831| CV3827 DEVIL RM 1                            3.977 METERS 12658     |
 CB0831| CV3826 DEVIL AZ MK                                        1863002.9 |
 CB0831| CV3828 DEVIL RM 2                           10.507 METERS 28639     |
 CB0831|---------------------------------------------------------------------|
 CB0831
 CB0831                          SUPERSEDED SURVEY CONTROL
 CB0831
 CB0831  NAD 83(1986)-  31 35 37.77256(N)    100 23 03.41507(W) AD(       ) 1
 CB0831  NAD 27      -  31 35 37.20000(N)    100 23 02.08400(W) AD(       ) 1
 CB0831  NGVD 29 (07/19/86)  705.6    (m)         2315.     (f) VERT ANG       
 CB0831
 CB0831.Superseded values are not recommended for survey control.
 CB0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0831.See file dsdata.txt to determine how the superseded data were derived.
 CB0831
 CB0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6866896247(NAD 83)
 CB0831_MARKER: DS = TRIANGULATION STATION DISK
 CB0831_SETTING: 66 = SET IN ROCK OUTCROP
 CB0831_SP_SET: PARTIALLY EXPOSED BEDROCK
 CB0831
 CB0831  HISTORY     - Date     Condition        Report By
 CB0831  HISTORY     - 1935     MONUMENTED       CGS
 CB0831  HISTORY     - 1943     GOOD             CGS
 CB0831  HISTORY     - 1951     GOOD             UOCO
 CB0831  HISTORY     - 1956     GOOD             USGS
 CB0831  HISTORY     - 1968     GOOD             CGS
 CB0831
 CB0831                          STATION DESCRIPTION
 CB0831
 CB0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0831'STATION IS LOCATED ON A NARROW-TOPPED HILL KNOWN AS DEVILS
 CB0831'COURTHOUSE PEAK WHICH IS A PROMINENT LIMESTONE HILL, AT THE S END
 CB0831'AND ISOLATED FROM AN EXTENSIVE PLATEAU LYING TO THE N OF IT,
 CB0831'9-1/2 MILES NNE FROM SAN ANGELO, AND 12 MILES W OF MILES.  BRONZE
 CB0831'STATION DISK SET IN BEDROCK.
 CB0831'
 CB0831'REFERENCE MARK 1 IS 3.977 METERS, 13.05 FEET, ESE FROM STATION,
 CB0831'SET IN BEDROCK.  A BRONZE REFERENCE DISK.
 CB0831'
 CB0831'REFERENCE MARK 2 IS 10.507 METERS, 34.48 FEET, W FROM STATION,
 CB0831'SET IN BEDROCK.  A BRONZE REFERENCE DISK.
 CB0831'
 CB0831'AZIMUTH MARK IS APPROXIMATELY 0.75 MILE S FROM STATION, 0.1
 CB0831'MILE S FROM END OF GRADED ROAD AND GATE MENTIONED IN DESCRIPTION,
 CB0831'18 FEET W FROM CENTER LINE OF N-S ROAD, 1 FOOT E FROM W R.O.W.
 CB0831'FENCE SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2
 CB0831'INCHES ABOVE THE SURFACE OF THE GROUND.  A BRONZE AZIMUTH DISK.
 CB0831'
 CB0831'REACHED FROM THE CENTRAL NATIONAL BANK IN SAN ANGELO BY GOING
 CB0831'N 1 BLOCK, THEN RIGHT (E) ON U.S. HIGHWAY 67 (PAVED) FOR 1.75
 CB0831'MILES TO WHERE IT TURNS LEFT (N) AROUND A CITIES SERVICE STATION
 CB0831'IN THE NW ANGLE, AND FROM HERE FOLLOW HIGHWAY 67 2.9 MILES AND
 CB0831'TURN LEFT (N) ON A GRADED T-ROAD JUST BEFORE REACHING A LARGE
 CB0831'BROWN HOUSE ON THE RIGHT AND KEEP THE MAIN ROAD STRAIGHT N
 CB0831'5.45 MILES, OR FOR 2.6 MILES ON RIGHT FORK AFTER CROSSING THE
 CB0831'RAILROAD, TO END OF GRADED ROAD.  PASS THROUGH GATE ON RIGHT
 CB0831'AT END OF GRADED ROAD, PROCEED 0.95 MILE ON FIELD ROAD AND
 CB0831'TURN LEFT ON DIM ROAD JUST BEFORE REACHING DRAW.  PROCEED
 CB0831'0.05 MILE AND TAKE RIGHT FORK 0.55 MILE AROUND THE N SIDE OF
 CB0831'THE PEAK TO THE FOOT OF IT AT THE W END.  FROM HERE THE CLIMB
 CB0831'IS ABOUT 500 FEET TO THE SUMMIT.  THE STATION IS ON THE
 CB0831'HIGHEST ROCK ON SUMMIT.
 CB0831'
 CB0831'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 CB0831
 CB0831                          STATION RECOVERY (1943)
 CB0831
 CB0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0831'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND
 CB0831'THE DESCRIPTION BY C.I.A. IN 1935 WAS FOUND TO BE ADEQUATE
 CB0831'EXCEPT THE DIRECTIONS TO THE TWO REFERENCE MARKS AND THE TO
 CB0831'REACH.  THE CHANGES SHOULD BE AS FOLLOWS--
 CB0831'
 CB0831'TO REACH FROM THE CENTRAL NATIONAL BANK IN SAN ANGELO, GO N ONE
 CB0831'BLOCK TO THE INTERSECTION WITH U.S. HIGHWAY 67, HERE TURN RIGHT
 CB0831'(E) AND FOLLOW HIGHWAY 67 FOR 1.75 MILES TO POINT WHERE HIGHWAY
 CB0831'67 TURNS LEFT (N), CONTINUE ON HIGHWAY 67 FOR 4.15 MILES TO
 CB0831'JUNCTION WITH STATE HIGHWAY 70, GO LEFT ON HIGHWAY 70 FOR 4.5
 CB0831'MILES TO A BOARD GATE ACROSS THE RAILROAD TRACKS AND ON THE
 CB0831'LEFT, CROSS THE RAILROAD TRACKS AND PASS THROUGH THE BOARD GATE
 CB0831'AND FOLLOW THE MAIN-TRAVELED ROAD FOR 0.7 MILE TO A WIRE
 CB0831'GATE, PASS THROUGH WIRE GATE AND FOLLOW MAIN-TRAVELED ROAD FOR
 CB0831'0.5 MILE TO RANCHHOUSE, TURN LEFT AND GO 0.2 MILE TO W SIDE
 CB0831'OF RAVINE, *TAKE RIGHT FORK AND FOLLOW TO W SIDE OF MOUNTAIN
 CB0831'(THE CLIMB FROM THIS SIDE IS THE EASIEST).  THE STATION IS
 CB0831'ABOUT 400 FEET FROM THIS POINT AND ON TOP OF THE
 CB0831'HIGHEST PART OF THE MOUNTAIN.
 CB0831'
 CB0831'*AT THIS POINT TAKE THE LEFT FORK AND FOLLOW ABOUT 0.6 MILE TO
 CB0831'A BOARD GATE AT THE END OF A GRADED ROAD, PASS THROUGH GATE AND
 CB0831'GO 0.1 MILE TO AZIMUTH MARK ON THE RIGHT AND E OF THE W FENCE
 CB0831'LINE.
 CB0831'
 CB0831'NOTE--THE DIRECTIONS TO BOTH REFERENCE MARKS WERE FOUND IN ERROR
 CB0831'IN THE MINUTES.  THE AZIMUTH MARK IS IN AGREEMENT.
 CB0831
 CB0831                          STATION RECOVERY (1951)
 CB0831
 CB0831'RECOVERY NOTE BY UNION OIL COMPANY 1951 (DFM)
 CB0831'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS STAMPED DEVIL
 CB0831'1935.
 CB0831
 CB0831                          STATION RECOVERY (1956)
 CB0831
 CB0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CB0831'STATION MARK--A USC AND GS BRONZE DISK, SET IN BEDROCK, AND STAMPED
 CB0831'---DEVIL 1935---.
 CB0831
 CB0831                          STATION RECOVERY (1968)
 CB0831
 CB0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RDS)
 CB0831'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED IN USC AND GS
 CB0831'QUAD 311001, STATION 1004.
 CB0831'
 CB0831'STATION MARK--A USC AND GS BRONZE DISK SET IN BEDROCK.  THE
 CB0831'DISK IS STAMPED DEVIL 1935.
 CB0831'
 CB0831'REFERENCE MARK NO. 1--A USC AND GS BRONZE DISK SET IN BEDROCK.
 CB0831'THE DISK IS STAMPED DEVIL 1935 NO. 1.
 CB0831'
 CB0831'REFERENCE MARK NO. 2--A USC AND GS BRONZE DISK SET IN BEDROCK.
 CB0831'THE DISK IS STAMPED DEVIL 1935 NO. 2.
 CB0831'
 CB0831'AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2208 ***********************************************************************
 AN2208  DESIGNATION -  DEVIL
 AN2208  PID         -  AN2208
 AN2208  STATE/COUNTY-  TX/MATAGORDA
 AN2208  USGS QUAD   -  PALACIOS NE (1995)
 AN2208
 AN2208                         *CURRENT SURVEY CONTROL
 AN2208  ___________________________________________________________________
 AN2208* NAD 83(1993)-  28 39 26.16926(N)    096 01 12.88772(W)     ADJUSTED  
 AN2208* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AN2208  ___________________________________________________________________
 AN2208  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AN2208  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AN2208
 AN2208  HORZ ORDER  -  SECOND
 AN2208
 AN2208.The horizontal coordinates were established by classical geodetic methods
 AN2208.and adjusted by the National Geodetic Survey in February 1996..
 AN2208
 AN2208.The orthometric height was scaled from a topographic map.
 AN2208
 AN2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2208
 AN2208.The geoid height was determined by GEOID03.
 AN2208
 AN2208;                    North         East     Units Scale Factor Converg.
 AN2208;SPC TXSC     - 4,095,026.525   891,245.361   MT  0.99993265   +1 27 35.3
 AN2208;SPC TXSC     -13,435,099.52  2,924,027.49   sFT  0.99993265   +1 27 35.3
 AN2208;UTM  14      - 3,173,649.064   791,251.378   MT  1.00064700   +1 25 48.0
 AN2208;UTM  15      - 3,173,748.591   204,788.698   MT  1.00067567   -1 26 58.1
 AN2208
 AN2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2208!SPC TXSC     -   1.00000356  x   0.99993265  =   0.99993621
 AN2208!UTM  14      -   1.00000356  x   1.00064700  =   1.00065057
 AN2208!UTM  15      -   1.00000356  x   1.00067567  =   1.00067924
 AN2208
 AN2208:                Primary Azimuth Mark                     Grid Az
 AN2208:SPC TXSC     -  MATAGORDA LONGITUDE STA                  049 53 31.3
 AN2208:UTM  14      -  MATAGORDA LONGITUDE STA                  049 55 18.6
 AN2208:UTM  15      -  MATAGORDA LONGITUDE STA                  052 48 04.7
 AN2208
 AN2208|---------------------------------------------------------------------|
 AN2208| PID    Reference Object                     Distance      Geod. Az  |
 AN2208|                                                           dddmmss.s |
 AN2208| AM0522 MATAGORDA LONGITUDE STA             APPROX. 6.4 KM 0512106.6 |
 AN2208| AM0521 MATAGORDA CO RECLAMATION STA D      APPROX. 5.1 KM 0863328.4 |
 AN2208| CV7094 DEVIL RM 1                           11.570 METERS 18407     |
 AN2208| CV7095 DEVIL RM 2                            9.210 METERS 32100     |
 AN2208|---------------------------------------------------------------------|
 AN2208
 AN2208                          SUPERSEDED SURVEY CONTROL
 AN2208
 AN2208  NAD 83(1986)-  28 39 26.17707(N)    096 01 12.86910(W) AD(       ) 2
 AN2208  NAD 27      -  28 39 25.20700(N)    096 01 12.00500(W) AD(       ) 2
 AN2208
 AN2208.Superseded values are not recommended for survey control.
 AN2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2208.See file dsdata.txt to determine how the superseded data were derived.
 AN2208
 AN2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS9125173649(NAD 83)
 AN2208_MARKER: DS = TRIANGULATION STATION DISK
 AN2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2208
 AN2208  HISTORY     - Date     Condition        Report By
 AN2208  HISTORY     - 1934     MONUMENTED       CGS
 AN2208  HISTORY     - 1947     GOOD             CGS
 AN2208  HISTORY     - 1969     GOOD             CGS
 AN2208
 AN2208                          STATION DESCRIPTION
 AN2208
 AN2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2208'STATION IS LOCATED ABOUT 4.5 MILES WSW FROM MATAGORDA, ON
 AN2208'THE N SHORE OF MATAGORDA BAY.  IT IS ON A POINT OF LAND
 AN2208'IN DIRECT LINE WITH DOG ISLAND REEF AND JUST N OF DOG ISLAND.
 AN2208'IT IS 25 METERS NW FROM THE N SHORE OF A SMALL BAYOU RUNNING
 AN2208'FROM THE BAY INTO THE OLD MATAGORDA CHANNEL, THESE TWO SEPARATING
 AN2208'DOG ISLAND FROM THE MAINLAND.  IT IS ON A HIGH SHELL RIDGE
 AN2208'COVERED WITH A DENSE MESQUITE GROWTH.
 AN2208'
 AN2208'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2208'SET IN CONCRETE.
 AN2208'
 AN2208'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM STATION--BEACON
 AN2208'NO. 3, DOG ISLAND REEF, 137 DEG, AND MATAGORDA HIGH SCHOOL,
 AN2208'38 DEG.
 AN2208'
 AN2208'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 AN2208
 AN2208                          STATION RECOVERY (1947)
 AN2208
 AN2208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2208'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AN2208'THE SHELL RIDGE ON WHICH THE STATION IS SET IS LOCATED 1,500
 AN2208'FEET S OF THE S BANK OF THE INTRACOSTAL CANAL, AT THE FIRST
 AN2208'CURVE IN THE CANAL, WHICH IS ABOUT 2.5 MILES W OF THE W
 AN2208'FLOOD CONTROL GATE AT MATAGORDA.
 AN2208
 AN2208                          STATION RECOVERY (1969)
 AN2208
 AN2208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2208'THE STATION SITE WAS VISITED AND AFTER A FULL DAYS SEARCH
 AN2208'BY 3 MEN THE STATION MARK AND BOTH REFERENCE MARKS WERE FOUND
 AN2208'IN GOOD CONDITION.  THE SHELL RIDGE THE STATION IS ON IS
 AN2208'VERY BRUSHY AND HIGH WATER FROM PAST STORMS HAD PILED SHELL
 AN2208'OVER ALL THE MARKS.  IT WAS ONLY FROM THE REMAINS OF OLD
 AN2208'GUY WIRES ATTACHED TO TREES IN THE AREA THAT THE STATION
 AN2208'WAS FOUND.  A MORE COMPLETE DESCRIPTION FOLLOWS--
 AN2208'
 AN2208'THE STATION IS 3-3/4 MILES SOUTHWEST OF MATAGORDA, AT THE
 AN2208'EXTREME NORTHEAST CORNER OF MATAGORDA BAY ABOUT 1/3 MILE
 AN2208'NORTHEAST OF THE BAY SHORE, 0.35 MILE SOUTH OF THE FIRST
 AN2208'CURVE IN THE INTRACOASTAL WATERWAY SOUTHWEST OF MATAGORDA,
 AN2208'ON THE SOUTHEAST POINT OF A CRESCENT SHAPED SHELL RIDGE AND
 AN2208'ON WHAT IS BELIEVED TO BE THE HIGHEST POINT OF THE RIDGE.
 AN2208'THIS RIDGE IS THE ONLY SHELL GROUND IN THE AREA AND THE
 AN2208'HIGHEST GROUND IN THE VICINITY.
 AN2208'
 AN2208'THE STATION WAS REACHED BY BOAT FROM MATAGORDA BY GOING SOUTHWEST
 AN2208'ON THE INTRACOASTAL WATERWAY 3-3/4 MILES, PASSING THROUGH
 AN2208'THE LOCKS AT THE COLORADO RIVER CROSSING, TO THE FIRST CURVE
 AN2208'IN THE CANAL AND OLD WOODEN WINDMILL ON THE LEFT AT THE CURVE.
 AN2208'THENCE WALK SOUTH FROM THE WINDMILL THROUGH THICK GRASS AND
 AN2208'BRUSH TO THE SHELL RIDGE AND THE STATION.
 AN2208'
 AN2208'THE STATION MARK IS A STANDARD DISK, STAMPED DEVIL 1934,
 AN2208'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT IS
 AN2208'4 INCHES BELOW THE SURFACE OF THE SHELL RIDGE.  IT IS IN
 AN2208'A SMALL OPEN AREA CUT IN THE THICK BRUSH, 1730 FEET (MEASURED)
 AN2208'SOUTH OF THE WINDMILL AT THE CURVE IN THE CANAL, 26 FEET
 AN2208'NORTHWEST OF THE SOUTHEAST EDGE OF THE BRUSH AND 1 FOOT
 AN2208'EAST OF A METAL FENCE POST.
 AN2208'
 AN2208'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEVIL NO 1 1934,
 AN2208'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT IS
 AN2208'FLUSH WITH THE GROUND.  IT IS AT THE SOUTHEAST EDGE OF THE
 AN2208'BRUSH AND ON THE EDGE OF THE SHELL RIDGE, 23.7 FEET EAST-NORTHEAST
 AN2208'OF BRASS SCREW THAT IS AT THE CENTER OF TRIANGLE BLAZE ON
 AN2208'DOUBLE TRUNKED TREE THAT IS ALSO ON THE EDGE OF THE BRUSH
 AN2208'AND 1 FOOT SOUTHEAST OF METAL FENCE POST.
 AN2208'
 AN2208'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEVIL NO 2 1934,
 AN2208'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT IS
 AN2208'2 INCHES BELOW THE SURFACE OF THE SHELL RIDGE.  IT IS ON
 AN2208'THE NORTHWEST EDGE OF THE SHELL RIDGE IN THICK BRUSH
 AN2208'AND SOUTHEAST OF THE STATION.
 AN2208'
 AN2208'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-3/4
 AN2208'MILES SOUTHWEST OF MATAGORDA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2963 ***********************************************************************
 BX2963  DESIGNATION -  DEVIL
 BX2963  PID         -  BX2963
 BX2963  STATE/COUNTY-  TX/SABINE
 BX2963  USGS QUAD   -  NEGREET SW (1985)
 BX2963
 BX2963                         *CURRENT SURVEY CONTROL
 BX2963  ___________________________________________________________________
 BX2963* NAD 83(1993)-  31 16 00.37216(N)    093 41 19.79079(W)     ADJUSTED  
 BX2963* NAVD 88     -        86.8    (meters)     285.     (feet)  VERTCON   
 BX2963  ___________________________________________________________________
 BX2963  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 BX2963  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BX2963
 BX2963  HORZ ORDER  -  FIRST
 BX2963
 BX2963.The horizontal coordinates were established by classical geodetic methods
 BX2963.and adjusted by the National Geodetic Survey in February 1996..
 BX2963
 BX2963.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2963
 BX2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2963
 BX2963.The geoid height was determined by GEOID03.
 BX2963
 BX2963;                    North         East     Units Scale Factor Converg.
 BX2963;SPC TX C     - 3,196,271.717 1,332,360.635   MT  0.99989243   +3 25 20.3
 BX2963;SPC TX C     -10,486,434.79  4,371,253.18   sFT  0.99989243   +3 25 20.3
 BX2963;SPC LA N     -    85,637.964   886,783.566   MT  0.99997881   -0 37 42.7
 BX2963;SPC LA N     -   280,963.89  2,909,389.08   sFT  0.99997881   -0 37 42.7
 BX2963;UTM  15      - 3,459,371.970   434,423.082   MT  0.99965304   -0 21 27.1
 BX2963
 BX2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2963!SPC TX C     -   0.99999068  x   0.99989243  =   0.99988311
 BX2963!SPC LA N     -   0.99999068  x   0.99997881  =   0.99996949
 BX2963!UTM  15      -   0.99999068  x   0.99965304  =   0.99964372
 BX2963
 BX2963|---------------------------------------------------------------------|
 BX2963| PID    Reference Object                     Distance      Geod. Az  |
 BX2963|                                                           dddmmss.s |
 BX2963| CV8371 DEVIL RM 1                           26.750 METERS 17924     |
 BX2963| BX2993 YELLOWPINE                          APPROX.11.8 KM 2781242.1 |
 BX2963| BX2994 YELLOWPINE LOT                      APPROX.11.8 KM 2781446.0 |
 BX2963| CV8372 DEVIL RM 2                           23.782 METERS 31610     |
 BX2963| CV8373 DEVIL RM 3                          126.172 METERS 32502     |
 BX2963|---------------------------------------------------------------------|
 BX2963
 BX2963                          SUPERSEDED SURVEY CONTROL
 BX2963
 BX2963  NAD 83(1993)-  31 16 00.37824(N)    093 41 19.78679(W) AD(       ) 1
 BX2963  NAD 83(1986)-  31 16 00.37941(N)    093 41 19.78644(W) AD(       ) 1
 BX2963  NAD 27      -  31 15 59.71087(N)    093 41 19.14068(W) AD(       ) 1
 BX2963  NGVD 29 (07/19/86)   86.9    (m)          285.     (f) VERT ANG       
 BX2963
 BX2963.Superseded values are not recommended for survey control.
 BX2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2963.See file dsdata.txt to determine how the superseded data were derived.
 BX2963
 BX2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3442359372(NAD 83)
 BX2963_MARKER: DS = TRIANGULATION STATION DISK
 BX2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2963
 BX2963  HISTORY     - Date     Condition        Report By
 BX2963  HISTORY     - 1972     MONUMENTED       NGS
 BX2963
 BX2963                          STATION DESCRIPTION
 BX2963
 BX2963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2963'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 BX2963'
 BX2963'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 BX2963'
 BX2963'THE STATION IS LOCATED ABOUT 10-3/4 MILES SOUTHEAST OF HEMPHILL, 8
 BX2963'MILES EAST OF YELLOWPINE AND 3/4 MILE WEST OF THE TOLEDO BEND
 BX2963'RESERVOIR AND ON LAND OWNED BY THE US NATIONAL FOREST.
 BX2963'
 BX2963'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 AND FARM
 BX2963'ROAD 2426 IN YELLOWPINE, GO SOUTHERLY ON STATE HIGHWAY 87 FOR 4.2
 BX2963'MILES TO THE JUNCTION OF FARM ROAD 2928 ON THE LEFT.  TURN LEFT AND
 BX2963'GO NORTHEAST AND EAST ON FARM ROAD 2928 FOR 1.6 MILES TO A
 BX2963'CROSSROAD.  CONTINUE AHEAD EASTERLY ON FARM ROAD 2928 FOR 2.8
 BX2963'MILES TO THE END OF PAVEMENT. CONTINUE AHEAD EASTERLY ON GRAVELED
 BX2963'ROAD FOR 0.45 MILE TO A FORK.  TAKE LEFT FORK AND GO SOUTHEAST ON
 BX2963'GRAVELED ROAD FOR 0.5 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 BX2963'SOUTHEASTERLY ON GRAVELED ROAD FOR 1.4 MILES TO A FORK AND THE
 BX2963'STATION ON THE LEFT AT THE SITE OF THE DEVIL LOOKOUT TOWER THAT IS
 BX2963'TORN DOWN.
 BX2963'
 BX2963'THE STATION MARKS ARE STANDARD DISKS STAMPED DEVIL 1972.  THE SURFACE
 BX2963'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2963'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 26.5 FEET
 BX2963'NORTH OF A 14-INCH PINE TREE, 23 FEET EAST-NORTHEAST OF A TRACK
 BX2963'ROAD, 161 FEET SOUTH-EAST OF THE ROAD FORK AND 4.5 FEET WEST OF A
 BX2963'METAL WITNESS POST WITH SIGN.  THE UNDERGROUND DISK IS SET IN
 BX2963'THE TOP OF IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BX2963'SURFACE.
 BX2963'
 BX2963'REFERENCE MARK 1, A STANDARD DISK STAMPED DEVIL NO 1 1972, IS SET IN
 BX2963'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BX2963'INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET SOUTHWEST OF A
 BX2963'TRACK ROAD AND 9 FEET NORTH-NORTHWEST OF AN 18-INCH OAK TREE.
 BX2963'
 BX2963'REFERENCE MARK 2, A STANDARD DISK STAMPED DEVIL NO 2 1972, IS SET IN
 BX2963'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 BX2963'INCHES ABOVE THE GROUND SURFACE.  IT IS 84 FEET SOUTHEAST OF THE
 BX2963'ROAD FORK, 14 FEET NORTH-NORTHWEST OF A 20-INCH OAK TREE AND 9 FEET
 BX2963'SOUTHWEST OF A TRACK ROAD.
 BX2963'
 BX2963'REFERENCE MARK 3, A STANDARD DISK STAMPED DEVIL NO 3 1972, IS SET IN
 BX2963'THE TOP OF 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 BX2963'INCHES ABOVE THE GROUND SURFACE.  IT IS 10.5 FEET SOUTHEAST OF A
 BX2963'14-INCH PINE TREE 4.3 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 BX2963'TRACK AND 3.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 BX2963'
 BX2963'NEAREST TOWN--HEMPHILL.
 BX2963'
 BX2963'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1036 ***********************************************************************
 CD1036  DESIGNATION -  DEVIL
 CD1036  PID         -  CD1036
 CD1036  STATE/COUNTY-  TX/HUDSPETH
 CD1036  USGS QUAD   -  DEVIL RIDGE (1964)
 CD1036
 CD1036                         *CURRENT SURVEY CONTROL
 CD1036  ___________________________________________________________________
 CD1036* NAD 83(1993)-  31 02 34.55063(N)    105 16 02.44622(W)     ADJUSTED  
 CD1036* NAVD 88     -      1482.     (meters)    4862.     (feet)  SCALED    
 CD1036  ___________________________________________________________________
 CD1036  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CD1036  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CD1036
 CD1036  HORZ ORDER  -  FIRST
 CD1036
 CD1036.The horizontal coordinates were established by classical geodetic methods
 CD1036.and adjusted by the National Geodetic Survey in February 1996..
 CD1036
 CD1036.The orthometric height was scaled from a topographic map.
 CD1036
 CD1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1036
 CD1036.The geoid height was determined by GEOID03.
 CD1036
 CD1036;                    North         East     Units Scale Factor Converg.
 CD1036;SPC TX C     - 3,163,008.398   229,201.958   MT  0.99988201   -2 32 28.7
 CD1036;SPC TX C     -10,377,303.39    751,973.42   sFT  0.99988201   -2 32 28.7
 CD1036;UTM  13      - 3,434,390.445   474,488.912   MT  0.99960803   -0 08 16.3
 CD1036
 CD1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1036!SPC TX C     -   0.99977104  x   0.99988201  =   0.99965307
 CD1036!UTM  13      -   0.99977104  x   0.99960803  =   0.99937915
 CD1036
 CD1036:                Primary Azimuth Mark                     Grid Az
 CD1036:SPC TX C     -  DEVIL AZ MK                              076 24 51.9
 CD1036:UTM  13      -  DEVIL AZ MK                              074 00 39.5
 CD1036
 CD1036|---------------------------------------------------------------------|
 CD1036| PID    Reference Object                     Distance      Geod. Az  |
 CD1036|                                                           dddmmss.s |
 CD1036| CH8779 DEVIL AZ MK                                        0735223.2 |
 CD1036| CH8780 DEVIL RM 1                            7.696 METERS 21728     |
 CD1036| CD1065 MOUNTAIN PEAK S OF QUITMAN 2        APPROX.23.9 KM 2904233.6 |
 CD1036| CD1040 MOUNTAIN PEAK N OF QUITMAN 2        APPROX.26.5 KM 3030902.5 |
 CD1036| CD1033 SIERRA BLANCA WATER CO W TANK       APPROX.16.9 KM 3274449.6 |
 CD1036| CD1032 SIERRA BLANCA WATER CO E TANK       APPROX.16.9 KM 3274530.8 |
 CD1036| CD1050 LITTLE BLANCA PEAK                  APPROX.31.4 KM 3284054.6 |
 CD1036| CD1026 SIERRA BLANCA CO S WELL TWR         APPROX.16.0 KM 3320843.7 |
 CD1036| CD1029 SIERRA BLANCA CO N WELL TWR         APPROX.16.0 KM 3321100.8 |
 CD1036| CH8781 DEVIL RM 2                           16.837 METERS 34536     |
 CD1036|---------------------------------------------------------------------|
 CD1036
 CD1036                          SUPERSEDED SURVEY CONTROL
 CD1036
 CD1036  NAD 83(1986)-  31 02 34.55749(N)    105 16 02.44249(W) AD(       ) 1
 CD1036  NAD 27      -  31 02 34.08300(N)    105 16 00.61900(W) AD(       ) 1
 CD1036
 CD1036.Superseded values are not recommended for survey control.
 CD1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1036.See file dsdata.txt to determine how the superseded data were derived.
 CD1036
 CD1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ7448934390(NAD 83)
 CD1036_MARKER: DS = TRIANGULATION STATION DISK
 CD1036_SETTING: 80 = SET IN A BOULDER
 CD1036_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CD1036
 CD1036  HISTORY     - Date     Condition        Report By
 CD1036  HISTORY     - 1934     MONUMENTED       CGS
 CD1036  HISTORY     - 1964     SEE DESCRIPTION  USGS
 CD1036
 CD1036                          STATION DESCRIPTION
 CD1036
 CD1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1036'STATION IS LOCATED ABOUT 10 MILES SE OF SIERRA BLANCA AND 15
 CD1036'MILES WNW OF HOT WELLS.  IT IS ON A CONSPICUOUS CONICAL-SHAPED
 CD1036'PEAK IN THE DEVIL RANGE ABOUT 2 MILES FROM THE SE END OF THE
 CD1036'RIDGE.  THERE IS A PEAK SLIGHTLY HIGHER THAN THE ONE ON WHICH
 CD1036'THE STATION IS LOCATED ABOUT 300 YARDS TO THE NW.  HOWEVER, THIS
 CD1036'PEAK IS IRREGULAR IN SHAPE AND HAS MORE GENTLY SLOPING SIDES
 CD1036'THAN THE ONE ON WHICH THE STATION IS LOCATED.
 CD1036'
 CD1036'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CD1036'WEDGED IN DRILL HOLES IN BOULDERS.
 CD1036'
 CD1036'THE STATION MARK IS FLUSH WITH THE GROUND AND IS ON THE HIGHEST
 CD1036'POINT OF THE CONICAL SHAPED PEAK.
 CD1036'
 CD1036'THE AZIMUTH MARK IS 6 FEET N OF AN E AND W FENCE.  IT IS 1.25
 CD1036'MILES W OF A DIRT ROAD WHICH GOES THRU THE PASS AT THE SE END
 CD1036'OF THE RIDGE ON WHICH THE STATION IS LOCATED.
 CD1036'
 CD1036'TO REACH THE STATION FROM SIERRA BLANCA, GO SE ON THE COUNTY
 CD1036'ROAD THAT PARALLELS THE SOUTHERN PACIFIC RAILROAD TRACKS ON
 CD1036'THEIR S SIDE 8.7 MILES TO GRAYTON, A MAINTENANCE STATION ON
 CD1036'THE RAILROAD.  AT A POINT 125 YARDS E OF THE SECTION HOUSE A
 CD1036'RANCH ROAD ANGLES OFF TO THE SE.  FOLLOW THIS ROAD 1.8 MILES
 CD1036'TO A FORKS.  TAKE THE RIGHT FORK AND GO 0.7 MILE TO A (DRY)
 CD1036'STEEL TANK.  PASS 10 YARDS N OF THE TANK AND FOLLOW TRACKS
 CD1036'PAST OLD WIRE CORRAL AND GO 2.2 MILES.  PASS ON S SIDE OF
 CD1036'LARGE EARTH TANK AND OLD WIRE CORRAL.  FOLLOW ROAD IN
 CD1036'SOUTHWESTERLY AND THEN SOUTHERLY DIRECTION 1.3 MILES TO A GATE IN
 CD1036'FENCE ON THE RIGHT SIDE OF THE ROAD.  PASS THRU GATE AND FOLLOW
 CD1036'FENCE W 1.25 MILES TO THE AZIMUTH MARK.  THEN GO SW 0.2 MILE
 CD1036'TO THE BASE OF THE RIDGE.  END OF TRUCK TRAVEL.  FROM THIS
 CD1036'POINT PACK UP TO TOP OF CONICAL-SHAPED PEAK AND STATION.
 CD1036'
 CD1036'A 30-MINUTE PACK.
 CD1036'
 CD1036'ALL SUPPLIES AT SIERRA BLANCA.
 CD1036
 CD1036                          STATION RECOVERY (1964)
 CD1036
 CD1036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CD1036'THIS STATION WAS USED ONLY FOR AZIMUTH CONTROL BY THE USGS IN 1964
 CD1036'WITH NO RECOVERY NOTE AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0659 ***********************************************************************
 AZ0659  DESIGNATION -  DEVIL ET
 AZ0659  PID         -  AZ0659
 AZ0659  STATE/COUNTY-  TX/VAL VERDE
 AZ0659  USGS QUAD   -  HOLCOMB DRAW (1978)
 AZ0659
 AZ0659                         *CURRENT SURVEY CONTROL
 AZ0659  ___________________________________________________________________
 AZ0659* NAD 83(1993)-  29 59 43.70070(N)    100 44 13.90847(W)     ADJUSTED  
 AZ0659* NAVD 88     -       644.4    (meters)    2114.     (feet)  VERTCON   
 AZ0659  ___________________________________________________________________
 AZ0659  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AZ0659  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0659
 AZ0659  HORZ ORDER  -  SECOND
 AZ0659
 AZ0659.The horizontal coordinates were established by classical geodetic methods
 AZ0659.and adjusted by the National Geodetic Survey in February 1996..
 AZ0659
 AZ0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0659
 AZ0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0659
 AZ0659.The geoid height was determined by GEOID03.
 AZ0659
 AZ0659;                    North         East     Units Scale Factor Converg.
 AZ0659;SPC TXSC     - 4,240,871.998   432,394.713   MT  0.99992952   -0 51 03.9
 AZ0659;SPC TXSC     -13,913,594.21  1,418,614.99   sFT  0.99992952   -0 51 03.9
 AZ0659;UTM  14      - 3,319,553.898   332,430.848   MT  0.99994644   -0 52 07.3
 AZ0659
 AZ0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0659!SPC TXSC     -   0.99990235  x   0.99992952  =   0.99983188
 AZ0659!UTM  14      -   0.99990235  x   0.99994644  =   0.99984880
 AZ0659
 AZ0659|---------------------------------------------------------------------|
 AZ0659| PID    Reference Object                     Distance      Geod. Az  |
 AZ0659|                                                           dddmmss.s |
 AZ0659| CV3832 DEVIL ET RM 1                        21.079 METERS 12925     |
 AZ0659| CV3833 DEVIL ET RM 2                        20.802 METERS 21236     |
 AZ0659| AZ0666 HARRISON                            APPROX.11.2 KM 2681931.4 |
 AZ0659|---------------------------------------------------------------------|
 AZ0659
 AZ0659                          SUPERSEDED SURVEY CONTROL
 AZ0659
 AZ0659  NAD 83(1986)-  29 59 43.69459(N)    100 44 13.89655(W) AD(       ) 2
 AZ0659  NAD 27      -  29 59 42.95187(N)    100 44 12.54199(W) AD(       ) 2
 AZ0659  NGVD 29 (07/19/86)  644.3    (m)         2114.     (f) VERT ANG       
 AZ0659
 AZ0659.Superseded values are not recommended for survey control.
 AZ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0659.See file dsdata.txt to determine how the superseded data were derived.
 AZ0659
 AZ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU3243119554(NAD 83)
 AZ0659_MARKER: DD = SURVEY DISK
 AZ0659_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0659_SP_SET: PARTIALLY EXPOSED BEDROCK
 AZ0659
 AZ0659  HISTORY     - Date     Condition        Report By
 AZ0659  HISTORY     - 1971     MONUMENTED       USGS
 AZ0659
 AZ0659                          STATION DESCRIPTION
 AZ0659
 AZ0659'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0659'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO BRUSH.
 AZ0659'
 AZ0659'THE STATION IS LOCATED NORTH 23 DEGREES EAST, 6 MILES AIRLINE
 AZ0659'DISTANCE FROM LOMA ALTA, TEXAS, AND ABOUT 1 MILE EAST OF
 AZ0659'U.S. HIGHWAY 277 ON A TOP WHERE THE RIDGE DIVIDES, ON LAND OWNED
 AZ0659'BY MRS. JAMES B. LEONARD, DEL RIO, TEXAS.
 AZ0659'
 AZ0659'TO REACH FROM LOMA ALTA, TEXAS, GO 5.3 MILES NORTH ON
 AZ0659'U.S. HIGHWAY 277 TO GATE IN EAST RIGHT-OF-WAY FENCE AT NORTH
 AZ0659'END OF BRIDGE OVER MAILTRAIL CREEK.  WITH 4 WHEEL-DRIVE VEHICLE
 AZ0659'GO 0.2 MILES NORTH ACROSS COUNTRY ALONG EAST SIDE OF FENCE TO
 AZ0659'DRAIN, THENCE 0.5 MILES NORTHEAST UP DRAIN TO DRAIN FORKS, THENCE
 AZ0659'0.2 MILES EAST UP NOSE OF STEEP RIDGE BETWEEN DRAIN FORKS TO TOP
 AZ0659'OF RIDGE, THENCE 0.3 MILES NORTHEAST ALONG TOP OF RIDGE TO
 AZ0659'STATION SITE ON LEFT.  11 FEET SOUTHEAST OF USGS WITNESS SIGN
 AZ0659'MOUNTED ON A METAL POST.
 AZ0659'
 AZ0659'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS, SET IN
 AZ0659'BEDROCK.
 AZ0659'
 AZ0659'STATION MARK--TABLET IS FLUSH WITH THE GROUND, AND STAMPED
 AZ0659'DEVIL ET 1971.
 AZ0659'
 AZ0659'REFERENCE MARK NO. 1--TABLET PROJECTING 0.3 FEET ABOVE GROUND,
 AZ0659'AND STAMPED DEVIL ET 1971-NO. 1.
 AZ0659'
 AZ0659'REFERENCE MARK NO. 2--TABLET IS FLUSH WITH THE GROUND, AND
 AZ0659'STAMPED DEVIL ET 1971-NO. 2.
 AZ0659'
 AZ0659'STATION HARRISON USC AND GS 1918, IS VISIBLE FROM THE GROUND
 AZ0659'AT THIS STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL
 AZ0659'OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0490 ***********************************************************************
 BO0490  DESIGNATION -  DEVILS
 BO0490  PID         -  BO0490
 BO0490  STATE/COUNTY-  TX/SUTTON
 BO0490  USGS QUAD   -  SAVELL RANCH (1982)
 BO0490
 BO0490                         *CURRENT SURVEY CONTROL
 BO0490  ___________________________________________________________________
 BO0490* NAD 83(1993)-  30 37 45.82046(N)    100 47 51.19642(W)     ADJUSTED  
 BO0490* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 BO0490  ___________________________________________________________________
 BO0490  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 BO0490  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 BO0490
 BO0490  HORZ ORDER  -  SECOND
 BO0490
 BO0490.The horizontal coordinates were established by classical geodetic methods
 BO0490.and adjusted by the National Geodetic Survey in February 1996..
 BO0490
 BO0490.The orthometric height was scaled from a topographic map.
 BO0490
 BO0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0490
 BO0490.The geoid height was determined by GEOID03.
 BO0490
 BO0490;                    North         East     Units Scale Factor Converg.
 BO0490;SPC TX C     - 3,106,816.373   655,498.822   MT  0.99990269   -0 14 20.8
 BO0490;SPC TX C     -10,192,946.72  2,150,582.39   sFT  0.99990269   -0 14 20.8
 BO0490;UTM  14      - 3,389,907.871   327,720.786   MT  0.99996615   -0 54 57.8
 BO0490
 BO0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0490!SPC TX C     -   0.99989119  x   0.99990269  =   0.99979389
 BO0490!UTM  14      -   0.99989119  x   0.99996615  =   0.99985734
 BO0490
 BO0490:                Primary Azimuth Mark                     Grid Az
 BO0490:SPC TX C     -  DEVILS AZ MK                             106 36 45.2
 BO0490:UTM  14      -  DEVILS AZ MK                             107 17 22.2
 BO0490
 BO0490|---------------------------------------------------------------------|
 BO0490| PID    Reference Object                     Distance      Geod. Az  |
 BO0490|                                                           dddmmss.s |
 BO0490| CV3834 DEVILS AZ MK                                       1062224.4 |
 BO0490| CV3836 DEVILS RM 2                          23.826 METERS 26843     |
 BO0490| CV3835 DEVILS RM 1                          19.187 METERS 35733     |
 BO0490|---------------------------------------------------------------------|
 BO0490
 BO0490                          SUPERSEDED SURVEY CONTROL
 BO0490
 BO0490  NAD 83(1986)-  30 37 45.82230(N)    100 47 51.18134(W) AD(       ) 2
 BO0490  NAD 27      -  30 37 45.17800(N)    100 47 49.84000(W) AD(       ) 2
 BO0490
 BO0490.Superseded values are not recommended for survey control.
 BO0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0490.See file dsdata.txt to determine how the superseded data were derived.
 BO0490
 BO0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU2772189908(NAD 83)
 BO0490_MARKER: DS = TRIANGULATION STATION DISK
 BO0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0490
 BO0490  HISTORY     - Date     Condition        Report By
 BO0490  HISTORY     - 1944     MONUMENTED       CGS
 BO0490
 BO0490                          STATION DESCRIPTION
 BO0490
 BO0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0490'STATION IS LOCATED 10.5 MILES, AIR LINE, NW OF SONORA, 5 MILES
 BO0490'S OF THE SUTTON-SCHLEICHER COUNTY LINE, AND 9.5 MILES E OF
 BO0490'THE SUTTON-CROCKETT COUNTY LINE, ON A RIDGE 4 MILES E OF THE
 BO0490'DEVILS RIVER.  IT IS 102 FEET N OF THE CENTER LINE OF U.S.
 BO0490'HIGHWAY 290, 62 FEET N OF FAP STATION 578-30.5, AND 7 FEET WSW
 BO0490'OF A 4- BY 4-INCH WOODEN MARKER POST.
 BO0490'
 BO0490'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BO0490'CONCRETE POST FLUSH WITH THE GROUND.  IT IS STAMPED DEVILS
 BO0490'1944.
 BO0490'
 BO0490'REFERENCE MARK 1 IS N OF AND LEVEL WITH THE STATION.  IT IS
 BO0490'A BRONZE REFERENCE DISK SET IN A BURIED BOULDER FLUSH WITH THE
 BO0490'GROUND.  IT IS STAMPED DEVILS NO 1 1944.
 BO0490'
 BO0490'REFERENCE MARK 2 IS W OF AND LEVEL WITH THE STATION.  IT IS
 BO0490'A BRONZE REFERENCE DISK SET IN A BURIED BOULDER FLUSH WITH THE
 BO0490'GROUND.  IT IS STAMPED DEVILS NO 2 1944.
 BO0490'
 BO0490'AZIMUTH MARK IS 40 FEET S OF AND ABOUT 6 FEET HIGHER THAN
 BO0490'THE CENTER LINE OF U.S. HIGHWAY 290, 9 FEET N OF A FENCELINE, AND
 BO0490'6 FEET WNW OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS A
 BO0490'BRONZE AZIMUTH DISK SET IN A SQUARE-TOPPED CONCRETE POST THAT
 BO0490'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS STAMPED DEVILS
 BO0490'1944.
 BO0490'
 BO0490'UNDERGROUND MARK OF STATION IS 25 IN. UNDERGROUND.
 BO0490'
 BO0490'TO REACH STATION FROM THE POST OFFICE IN SONORA, GO W ON
 BO0490'U.S. HIGHWAY 290 FOR 10.0 MILES TO THE TOP OF A RIDGE CROSSING
 BO0490'HIGHWAY, AND HIGHWAY SIGN READING OZONA 26 FORT STOCKTON 138.
 BO0490'STATION IS ON THE RIGHT.
 BO0490'
 BO0490'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0827 ***********************************************************************
 CC0827  DESIGNATION -  DEVINE
 CC0827  PID         -  CC0827
 CC0827  STATE/COUNTY-  TX/REEVES
 CC0827  USGS QUAD   -  NARROW BOW DRAW (1961)
 CC0827
 CC0827                         *CURRENT SURVEY CONTROL
 CC0827  ___________________________________________________________________
 CC0827* NAD 83(1993)-  31 42 56.23428(N)    103 45 18.34753(W)     ADJUSTED  
 CC0827* NAVD 88     -       870.6    (meters)    2856.     (feet)  VERTCON   
 CC0827  ___________________________________________________________________
 CC0827  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CC0827  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CC0827
 CC0827  HORZ ORDER  -  FIRST
 CC0827
 CC0827.The horizontal coordinates were established by classical geodetic methods
 CC0827.and adjusted by the National Geodetic Survey in February 1996..
 CC0827
 CC0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0827
 CC0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0827
 CC0827.The geoid height was determined by GEOID03.
 CC0827
 CC0827;                    North         East     Units Scale Factor Converg.
 CC0827;SPC TX C     - 3,232,131.684   375,737.226   MT  0.99995925   -1 45 44.7
 CC0827;SPC TX C     -10,604,085.37  1,232,731.22   sFT  0.99995925   -1 45 44.7
 CC0827;UTM  13      - 3,509,588.808   617,953.452   MT  0.99977159   +0 39 16.3
 CC0827
 CC0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0827!SPC TX C     -   0.99986732  x   0.99995925  =   0.99982658
 CC0827!UTM  13      -   0.99986732  x   0.99977159  =   0.99963894
 CC0827
 CC0827|---------------------------------------------------------------------|
 CC0827| PID    Reference Object                     Distance      Geod. Az  |
 CC0827|                                                           dddmmss.s |
 CC0827| CH8782 DEVINE RM 1                          14.171 METERS 23313     |
 CC0827| CC0828 LINDLEY                             APPROX. 5.1 KM 2825439.9 |
 CC0827| CH8783 DEVINE RM 2                          32.806 METERS 33305     |
 CC0827|---------------------------------------------------------------------|
 CC0827
 CC0827                          SUPERSEDED SURVEY CONTROL
 CC0827
 CC0827  NAD 83(1993)-  31 42 56.23455(N)    103 45 18.34527(W) AD(       ) 1
 CC0827  NAD 83(1986)-  31 42 56.23448(N)    103 45 18.34511(W) AD(       ) 1
 CC0827  NAD 27      -  31 42 55.77000(N)    103 45 16.67400(W) AD(       ) 1
 CC0827  NGVD 29 (07/19/86)  870.2    (m)         2855.     (f) VERT ANG       
 CC0827
 CC0827.Superseded values are not recommended for survey control.
 CC0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0827.See file dsdata.txt to determine how the superseded data were derived.
 CC0827
 CC0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR1795309589(NAD 83)
 CC0827_MARKER: Z = SEE DESCRIPTION
 CC0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0827
 CC0827  HISTORY     - Date     Condition        Report By
 CC0827  HISTORY     - 1922     MONUMENTED       CGS
 CC0827  HISTORY     - 1931     GOOD             CGS
 CC0827  HISTORY     - 1943     GOOD             CGS
 CC0827  HISTORY     - 1968     GOOD             CGS
 CC0827  HISTORY     - 1969     GOOD             USGS
 CC0827
 CC0827                          STATION DESCRIPTION
 CC0827
 CC0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CC0827'SEVEN MILES NW OF ARNO, 10 MILES SE OF ORLA, 1 MILE S AND W OF
 CC0827'THE PECOS RIVER BRANCH OF ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 CC0827'3 MILES SE OF THE FISHTAIL RANCH, ON THE NW HUMP OF A DOUBLE
 CC0827'HILL.  STATION REACHED FROM ARNO BY FOLLOWING THE RAILROAD N UNTIL
 CC0827'OPPOSITE THE STATION, THEN TURNING TO THE W ACROSS COUNTRY.
 CC0827'
 CC0827'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISK STATION MARKS
 CC0827'IN CONCRETE.
 CC0827'
 CC0827'REFERENCE MARK IS A BRONZE REFERENCE DISK IN CONCRETE,
 CC0827'32.86 METERS (107.8 FEET) FROM STATION.
 CC0827
 CC0827                          STATION RECOVERY (1943)
 CC0827
 CC0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0827'STATION IS ABOUT 7.0 MILES (AIRLINE) NW OF ARNO.  10.0 MILES
 CC0827'(AIRLINE) SE OF ORLA.  1.0 MILE SW OF THE A.T. AND S.F. RAILWAY,
 CC0827'AND 3 MILES NE OF U.S. HIGHWAY 285, ON THE NW HUMP OF A DOUBLE
 CC0827'HILL, 1.5 MILES N OF A WINDMILL ON THE L.W. ANDERSON DIXIE
 CC0827'LAND RANCH.
 CC0827'
 CC0827'STATION IS AT THE TOP OF W ONE OF TWO LOW KNOLLS.  A 20-FOOT
 CC0827'SIGNAL TOWER STANDS OVER STATION.  A BRONZE STATION DISK SET
 CC0827'IN A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 CC0827'GROUND.  STAMPED DEVINE 1922.
 CC0827'
 CC0827'REFERENCE MARK IS NW OF THE STATION.  A BRONZE REFERENCE DISK
 CC0827'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  STAMPED
 CC0827'DEVINE 1922.
 CC0827'
 CC0827'TO REACH FROM ORLA, GO S ON U.S. HIGHWAY FOR 10.8 MILES TO A
 CC0827'GATE ON RIGHT AT TOP OF GRADE.  HERE DIRT ROAD LEADS W TO TOYAH.
 CC0827'CONTINUE STRAIGHT AHEAD SE ON HIGHWAY FOR 3.1 MILES TO A GATE
 CC0827'ON RIGHT AND LEFT OF HIGHWAY.  TURN LEFT, N, OFF HIGHWAY PASSING
 CC0827'THROUGH GATE AND FOLLOW TRACK ROAD N 1.7 MILES TO A WINDMILL
 CC0827'AND EARTH TANK.  BEAR LEFT AROUND W SIDE OF TANK TO A GATE
 CC0827'IN N-S FENCE ABOUT 100 FEET N OF A WATER TROUGH.  PASS THROUGH
 CC0827'THIS GATE, TURN LEFT, AND GO N ACROSS COUNTRY FOR 1.5 MILES
 CC0827'TO TOP OF DOUBLE HILLS AND STATION.
 CC0827
 CC0827                          STATION RECOVERY (1968)
 CC0827
 CC0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CC0827'MR. COBOURN, UTILITY DATA CORP. KANSAS CITY, MO. REPORTS THAT THIS
 CC0827'STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 CC0827'
 CC0827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NE OF
 CC0827'ARNO, 10 MILES SE OF ORLA, 1 MILES SOUTH AND WEST OF THE PECOS
 CC0827'RIVER BRANCH OF THE AT AND SF RAILWAY.
 CC0827
 CC0827                          STATION RECOVERY (1969)
 CC0827
 CC0827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (EGE)
 CC0827'STATION IS LOCATED NORTH 26 DEG WEST ABOUT 25 MILES AIRLINE
 CC0827'FROM PECOS, NORTH 85 DEG WEST ABOUT 9 MILES AIRLINE FROM
 CC0827'MENTONE.  ON THE NORTH ONE OF TWO HILLS.  STATION IS 10.5 FEET
 CC0827'NORTH-NORTHWEST OF A USC AND GS WITNESS SIGN MOUNTED ON A METAL
 CC0827'POST.
 CC0827'
 CC0827'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 80 AND 285 IN
 CC0827'PECOS, GO 24.6 MILES NORTHWEST ALONG U.S. HIGHWAY 285 TO A
 CC0827'GRADED OIL FIELD ROAD NORTHEAST.  GO NORTHEAST 0.7 MILE ON
 CC0827'GRADED ROAD TO A VERY DIM TRACK ROAD NORTHWEST.  GO 0.4 MILE
 CC0827'NORTHWEST ALONG DIM TRACK ROAD TO WIRE GATE.  PASS THROUGH
 CC0827'GATE AND CONTINUE NORTHWEST 1.0 MILE ON DIM TRACK ROAD ON WEST
 CC0827'SIDE OF FENCE TO A WINDMILL.  BEAR TO THE LEFT AROUND THE
 CC0827'WEST SIDE OF THE WINDMILL 0.1 MILE TO WIRE GATE.  PASS THRU
 CC0827'GATE AND FOLLOW VERY DIM TRACK ROAD 1.4 MILES NORTH-NORTHEAST
 CC0827'TO TOP OF NORTH ONE OF TWO HILLS AND STATION.
 CC0827'
 CC0827'STATION MARK--A USC AND GS BRONZE DISK SET IN TOP OF CONCRETE POST.
 CC0827'THE DISK IS SET FLUSH WITH GROUND AND STAMPED DEVINE 1922.
 CC0827'
 CC0827'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CC0827'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (8
 CC0827'FEET), CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER
 CC0827'12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH
 CC0827'WITH GROUND AND STAMPED DEVINE USC AND GS 1922 1969 NO. 1.
 CC0827'
 CC0827'REFERENCE MARK NO. 2--A USC AND GS BRONZE REFERENCE MARK DISK SET
 CC0827'IN CONCRETE POST.  THE DISK IS SET FLUSH WITH GROUND AND STAMPED
 CC0827'DEVINE 1922 NO. 2 (STAMPING NO. 2 ADDED TO THIS MARK BY USGS
 CC0827'FIELD PARTY, 1969).
 CC0827'
 CC0827'STATION LINDLEY ET 1960-1969 IS VISIBLE FROM THE GROUND AT
 CC0827'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1942 ***********************************************************************
 AY1942  DESIGNATION -  DEVINE WATER TANK
 AY1942  PID         -  AY1942
 AY1942  STATE/COUNTY-  TX/MEDINA
 AY1942  USGS QUAD   -  DEVINE (1982)
 AY1942
 AY1942                         *CURRENT SURVEY CONTROL
 AY1942  ___________________________________________________________________
 AY1942* NAD 83(1993)-  29 08 26.53731(N)    098 54 08.51934(W)     ADJUSTED  
 AY1942* NAVD 88     -                                                        
 AY1942  ___________________________________________________________________
 AY1942  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 AY1942  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AY1942
 AY1942  HORZ ORDER  -  THIRD
 AY1942
 AY1942.The horizontal coordinates were established by classical geodetic methods
 AY1942.and adjusted by the National Geodetic Survey in February 1996..
 AY1942
 AY1942
 AY1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1942
 AY1942.The geoid height was determined by GEOID03.
 AY1942
 AY1942;                    North         East     Units Scale Factor Converg.
 AY1942;SPC TXSC     - 4,144,895.538   609,499.145   MT  0.99986895   +0 02 52.2
 AY1942;SPC TXSC     -13,598,711.44  1,999,665.11   sFT  0.99986895   +0 02 52.2
 AY1942;UTM  14      - 3,223,578.607   509,496.593   MT  0.99960111   +0 02 51.2
 AY1942
 AY1942                          SUPERSEDED SURVEY CONTROL
 AY1942
 AY1942  NAD 83(1986)-  29 08 26.53979(N)    098 54 08.50011(W) AD(       ) 4
 AY1942  NAD 27      -  29 08 25.67000(N)    098 54 07.40000(W) AD(       ) 3
 AY1942
 AY1942.Superseded values are not recommended for survey control.
 AY1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1942.See file dsdata.txt to determine how the superseded data were derived.
 AY1942
 AY1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT0949723579(NAD 83)
 AY1942_MARKER: 51 = TANK
 AY1942
 AY1942  HISTORY     - Date     Condition        Report By
 AY1942  HISTORY     - 1935     FIRST OBSERVED   CGS
 AY1942  HISTORY     - 19950427 GOOD             USPSQD
 AY1942  HISTORY     - 19970917 GOOD             USPSQD
 AY1942  HISTORY     - 20021028 GOOD             USPSQD
 AY1942
 AY1942                          STATION DESCRIPTION
 AY1942
 AY1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY1942'POINT OBSERVED UPON IS FINIAL OF WATER TANK.  PROBABLY MUNICIPAL
 AY1942'WATER SUPPLY.  LOCATED IN THE TOWN OF DEVINE.  STATION WAS
 AY1942'NOT VISITED, THIS IS THE ONLY TANK IN TOWN.
 AY1942'
 AY1942'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MOORE
 AY1942'AND RACKLEY.
 AY1942
 AY1942                          STATION RECOVERY (1995)
 AY1942
 AY1942'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1942'RECOVERED IN GOOD CONDITION.
 AY1942
 AY1942                          STATION RECOVERY (1997)
 AY1942
 AY1942'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1942'RECOVERED IN GOOD CONDITION.
 AY1942
 AY1942                          STATION RECOVERY (2002)
 AY1942
 AY1942'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0763 ***********************************************************************
 CC0763  DESIGNATION -  DEVLIN
 CC0763  PID         -  CC0763
 CC0763  STATE/COUNTY-  TX/PECOS
 CC0763  USGS QUAD   -  DIAMOND Y SPRING SE (1974)
 CC0763
 CC0763                         *CURRENT SURVEY CONTROL
 CC0763  ___________________________________________________________________
 CC0763* NAD 83(1993)-  31 02 09.61253(N)    102 46 54.49456(W)     ADJUSTED  
 CC0763* NAVD 88     -       805.     (meters)    2641.     (feet)  SCALED    
 CC0763  ___________________________________________________________________
 CC0763  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 CC0763  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CC0763
 CC0763  HORZ ORDER  -  FIRST
 CC0763
 CC0763.The horizontal coordinates were established by classical geodetic methods
 CC0763.and adjusted by the National Geodetic Survey in February 1996..
 CC0763
 CC0763.The orthometric height was scaled from a topographic map.
 CC0763
 CC0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0763
 CC0763.The geoid height was determined by GEOID03.
 CC0763
 CC0763;                    North         East     Units Scale Factor Converg.
 CC0763;SPC TX C     - 3,154,369.903   466,294.984   MT  0.99988193   -1 15 40.0
 CC0763;SPC TX C     -10,348,961.92  1,529,836.13   sFT  0.99988193   -1 15 40.0
 CC0763;UTM  13      - 3,435,705.585   711,707.783   MT  1.00015289   +1 08 38.7
 CC0763
 CC0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0763!SPC TX C     -   0.99987724  x   0.99988193  =   0.99975918
 CC0763!UTM  13      -   0.99987724  x   1.00015289  =   1.00003011
 CC0763
 CC0763:                Primary Azimuth Mark                     Grid Az
 CC0763:SPC TX C     -  DEVLIN AZ MK                             021 42 56.4
 CC0763:UTM  13      -  DEVLIN AZ MK                             019 18 37.7
 CC0763
 CC0763|---------------------------------------------------------------------|
 CC0763| PID    Reference Object                     Distance      Geod. Az  |
 CC0763|                                                           dddmmss.s |
 CC0763| CH8784 DEVLIN AZ MK                                       0202716.4 |
 CC0763| CH8785 DEVLIN RM 1                          44.689 METERS 11114     |
 CC0763| CH8786 DEVLIN RM 2                          48.220 METERS 19302     |
 CC0763| BP0884 FORT STOCKTON MUNICIPAL TANK E      APPROX.18.9 KM 2110407.9 |
 CC0763| BP0882 FORT STOCKTON MUNICIPAL TANK W      APPROX.19.8 KM 2132853.1 |
 CC0763|---------------------------------------------------------------------|
 CC0763
 CC0763                          SUPERSEDED SURVEY CONTROL
 CC0763
 CC0763  NAD 83(1986)-  31 02 09.61535(N)    102 46 54.48772(W) AD(       ) 1
 CC0763  NAD 27      -  31 02 09.07800(N)    102 46 52.94000(W) AD(       ) 1
 CC0763
 CC0763.Superseded values are not recommended for survey control.
 CC0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0763.See file dsdata.txt to determine how the superseded data were derived.
 CC0763
 CC0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ1170835706(NAD 83)
 CC0763_MARKER: DS = TRIANGULATION STATION DISK
 CC0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0763
 CC0763  HISTORY     - Date     Condition        Report By
 CC0763  HISTORY     - 1935     MONUMENTED       CGS
 CC0763  HISTORY     - 1938     GOOD             CGS
 CC0763  HISTORY     - 1943     GOOD             CGS
 CC0763  HISTORY     - 1974     GOOD             USGS
 CC0763
 CC0763                          STATION DESCRIPTION
 CC0763
 CC0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0763'STATION IS 12 MILES AIRLINE NORTH-NORTHWEST OF FT. STOCKTON,
 CC0763'TEX., ON PASTURE LAND OWNED BY CHARLES DEVLIN.  IT IS ABOUT
 CC0763'2 MILES SOUTHEAST OF RANCH BUILDINGS SET IN GROVE OF COTTONWOOD
 CC0763'TREES.  MARK PROJECTS 5 INCHES.
 CC0763'
 CC0763'REFERENCE MARKS 1 IS EAST OF STATION AND PROJECTS 5 INCHES.
 CC0763'
 CC0763'REFERENCE MARK 2 IS SOUTH OF STATION AND PROJECTS 6 INCHES.
 CC0763'
 CC0763'AZIMUTH MARK IS NORTH OF STATION.  35 FEET WEST OF WIRE GATE.
 CC0763'0.5 FOOT SOUTH OF EAST-WEST FENCE LINE AND PROJECTS 5 INCHES.
 CC0763'
 CC0763'STATION IS REACHED FROM THE R.R. DEPOT AT FT. STOCKTON BY
 CC0763'DRIVING NORTH ON THE PROLONGATION OF MAIN STREET FOR 5.3 MILES
 CC0763'TO FORKS.  TAKE RIGHT FORK, LEAVING PAVEMENT, AND GO NORTHEAST
 CC0763'8.3 MILES TO A CATTLEGUARD.  PASS THROUGH CATTLE GUARD AND
 CC0763'KEEPING THE MAIN ROAD TURN RIGHT OR EASTERLY IN FRONT OF
 CC0763'CHARLES DEVLINS RANCH HOUSE.  GO 1.0 MILE ON MAIN ROAD TO CATTLE
 CC0763'GUARD AND ROAD INTERSECTION.  ABOUT 50 YARDS EAST OF MAIN
 CC0763'INTERSECTION, TURN RIGHT ON A TRAIL ROAD AND GO 1.2 MILES TO A
 CC0763'FENCE CORNER.  TURN RIGHT AND GO SOUTHERLY ALONG WEST SIDE OF
 CC0763'FENCE FOR 0.6 MILE TO A WIRE GATE.  PASS THROUGH GATE
 CC0763'(AZIMUTH IS 35 FEET EAST OF THIS GATE) AND GO
 CC0763'SOUTH-SOUTHWEST FOR 0.9 MILE TO STATION.
 CC0763'
 CC0763'A 60 FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 CC0763
 CC0763                          STATION RECOVERY (1938)
 CC0763
 CC0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACR)
 CC0763'ORIGINAL DESCRIPTION IS ALRIGHT).
 CC0763
 CC0763                          STATION RECOVERY (1943)
 CC0763
 CC0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0763'STATION IS LOCATED 25 MILES WEST-SOUTHWEST OF MC CAMEY BY
 CC0763'AIRLINE, AND 9 MILES NORTHEAST OF FT. STOCKTON BY AIRLINE.
 CC0763'
 CC0763'TO REACH FROM THE SANTA FE RAILROAD DEPOT IN FT. STOCKTON,
 CC0763'GO NORTH ON THE PROLONGATION OF MAIN ST. FOR 4.9 MILES TO A
 CC0763'FORK.  TAKE RIGHT FORK AS PER SIGN BUENA VISTA AND IMPERIAL,
 CC0763'FOLLOW SURFACED ROAD NORTHEASTERLY FOR 8.4 MILES TO A GRADED
 CC0763'DIRT ROAD LEADING RIGHT, WHERE SURFACED ROAD CURVES TO THE
 CC0763'LEFT AND A TWO STRAND TELEPHONE LINE CROSSES THE MAIN ROAD.
 CC0763'THE RANCH BUILDINGS OF THE SAN PEDRO LAND COMPANY ARE 1 MILE
 CC0763'WEST OF THIS POINT.  TURN RIGHT ON GRADED DIRT ROAD 0.05 MILE
 CC0763'OR TO POINT ABOUT 50 YARDS BEYOND CATTLE GUARD.  TURN RIGHT
 CC0763'ON TRACK ROAD AND BEAR RIGHT ON SECOND ROAD LEADING EAST.
 CC0763'THENCE LEFT AND GO EAST ON RANCH ROAD FOR 1 MILE TO BOARD
 CC0763'GATE IN NORTH SOUTH FENCE.  TURN RIGHT AND GO SOUTH ALONG
 CC0763'WEST SIDE OF FENCE FOR 0.6 MILE TO A WIRE GATE.  AZIMUTH
 CC0763'MARK IS ON SOUTH SIDE OF FENCE, 11 PACES WEST OF THE
 CC0763'GATE.  PASS THROUGH GATE AND CONTINUE STRAIGHT AHEAD ON
 CC0763'RANCH ROAD FOR 0.75 MILE TO STATION ON LEFT AT ROAD FORKS.
 CC0763'
 CC0763'THE STATION IS 21 FEET EAST OF THE ROAD INTERSECTION.  A
 CC0763'STANDARD BRONZE DISK SET IN TOP OF A 10 INCH SQUARE BLOCK OF
 CC0763'CONCRETE AND PROJECTS 5 INCHES STAMPED DEVLIN 1935.
 CC0763'
 CC0763'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION.  A
 CC0763'STANDARD BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE BLOCK
 CC0763'OF CONCRETE AND PROJECTS 5 INCHES STAMPED DEVLIN NO 1 1935.
 CC0763'
 CC0763'REFERENCE MARK NO 2 IS SOUTH OF THE STATION.  A STANDARD
 CC0763'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE BLOCK OF
 CC0763'CONCRETE AND PROJECTS 6 INCHES STAMPED DEVLIN NO 2 1935.
 CC0763'
 CC0763'AZIMUTH MARK IS 0.7 MILE NORTH OF THE STATION, AND IS 11
 CC0763'PACES WEST OF A BOARD GATE AND 1 FOOT SOUTH OF THE FENCE.  A
 CC0763'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12 INCH SQUARE
 CC0763'BLOCK OF CONCRETE AND PROJECTS 5 INCHES STAMPED DEVLIN AZIMUTH
 CC0763'1935.
 CC0763'
 CC0763'A 64-FOOT TOWER WAS SUED OVER THE STATION.
 CC0763
 CC0763                          STATION RECOVERY (1974)
 CC0763
 CC0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DPA)
 CC0763'TO REACH FROM THE JCT. OF U.S. HWY. 290 AND FARM ROAD 1053 IN
 CC0763'FORT STOCKTON, GO NORTHERLY ON FARM ROAD 1055 12.9 MILES TO A
 CC0763'JCT. OF A PAVED ROAD LEADING EAST TO ARCO SULPHER PLANT.  TURN
 CC0763'EAST ONE MILE TO A CATTLEGUARD.  CROSS CATTLEGUARD AND TURN
 CC0763'RIGHT (SOUTH) ALONG THE EAST SIDE OF A FENCE FOR 1 MILE TO A
 CC0763'ROAD FORK, TAKE SW FORK 0.9 MILE TO GRAVEL PIT AND STATION MARK
 CC0763'ON EAST EDGE PIT AND WEST EDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2106 ***********************************************************************
 AY2106  PACS        -  This is a Primary Airport Control Station.
 AY2106  DESIGNATION -  DEVPORT
 AY2106  PID         -  AY2106
 AY2106  STATE/COUNTY-  TX/MEDINA
 AY2106  USGS QUAD   -  DEVINE (1982)
 AY2106
 AY2106                         *CURRENT SURVEY CONTROL
 AY2106  ___________________________________________________________________
 AY2106* NAD 83(1993)-  29 08 17.78381(N)    098 56 31.35569(W)     ADJUSTED  
 AY2106* NAVD 88     -       210.05   (meters)     689.1    (feet)  GPS OBS   
 AY2106  ___________________________________________________________________
 AY2106  X           -    -866,637.967 (meters)                     COMP
 AY2106  Y           -  -5,507,789.405 (meters)                     COMP
 AY2106  Z           -   3,087,386.947 (meters)                     COMP
 AY2106  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AY2106  ELLIP HEIGHT-         185.85  (meters)          (10/24/00) GPS OBS
 AY2106  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AY2106
 AY2106  HORZ ORDER  -  B
 AY2106  ELLP ORDER  -  FOURTH    CLASS II
 AY2106
 AY2106.This mark is at Devine Muni (23R) Airport (23R)
 AY2106
 AY2106.The horizontal coordinates were established by GPS observations
 AY2106.and adjusted by the National Geodetic Survey in February 1996..
 AY2106
 AY2106.The orthometric height was determined by GPS observations and a
 AY2106.high-resolution geoid model.
 AY2106
 AY2106.GPS derived orthometric heights for airport stations designated as
 AY2106.PACS or SACS are published to 2 decimal places.  This maintains
 AY2106.centimeter relative accuracy between the PACS and SACS.  It does
 AY2106.not indicate centimeter accuracy relative to other marks which are
 AY2106.part of the NAVD 88 network.
 AY2106
 AY2106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY2106
 AY2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2106
 AY2106.The ellipsoidal height was determined by GPS observations
 AY2106.and is referenced to NAD 83.
 AY2106
 AY2106.The geoid height was determined by GEOID03.
 AY2106
 AY2106;                    North         East     Units Scale Factor Converg.
 AY2106;SPC TXSC     - 4,144,623.500   605,638.972   MT  0.99986909   +0 01 42.2
 AY2106;SPC TXSC     -13,597,818.93  1,987,000.53   sFT  0.99986909   +0 01 42.2
 AY2106;UTM  14      - 3,223,306.657   505,637.455   MT  0.99960039   +0 01 41.6
 AY2106
 AY2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2106!SPC TXSC     -   0.99997081  x   0.99986909  =   0.99983990
 AY2106!UTM  14      -   0.99997081  x   0.99960039  =   0.99957121
 AY2106
 AY2106:                Primary Azimuth Mark                     Grid Az
 AY2106:SPC TXSC     -  23R A                                    179 59 24.9
 AY2106:UTM  14      -  23R A                                    179 59 25.5
 AY2106
 AY2106|---------------------------------------------------------------------|
 AY2106| PID    Reference Object                     Distance      Geod. Az  |
 AY2106|                                                           dddmmss.s |
 AY2106| AB3830 23R A                               APPROX. 0.5 KM 1800107.1 |
 AY2106| AY2107 DEVPORT AZ MK                       APPROX. 0.5 KM 3535125.9 |
 AY2106|---------------------------------------------------------------------|
 AY2106
 AY2106                          SUPERSEDED SURVEY CONTROL
 AY2106
 AY2106  ELLIP H (02/20/96)  186.00   (m)                       GP(       ) 3 2
 AY2106  ELLIP H (02/20/96)  186.00   (m)                       GP(       ) 1 1
 AY2106  NAD 83(1993)-  29 08 17.78243(N)    098 56 31.35639(W) AD(       ) 3
 AY2106  ELLIP H (02/16/96)  185.98   (m)                       GP(       ) 5 1
 AY2106  NAD 83(1986)-  29 08 17.78772(N)    098 56 31.33863(W) AD(       ) 3
 AY2106  NGVD 29 (10/23/89)  210.1    (m)          689.     (f) GPS OBS        
 AY2106
 AY2106.Superseded values are not recommended for survey control.
 AY2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2106.See file dsdata.txt to determine how the superseded data were derived.
 AY2106
 AY2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT0563723307(NAD 83)
 AY2106_MARKER: I = METAL ROD
 AY2106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY2106_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY2106_STAMPING: DEVPORT 1988
 AY2106_MARK LOGO: NGS   
 AY2106_PROJECTION: FLUSH
 AY2106_MAGNETIC: I = MARKER IS A STEEL ROD
 AY2106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2106+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1995
 AY2106_ROD/PIPE-DEPTH: 2.13 meters
 AY2106_SLEEVE-DEPTH  : 0.76 meters
 AY2106
 AY2106  HISTORY     - Date     Condition        Report By
 AY2106  HISTORY     - 1988     MONUMENTED       NGS
 AY2106  HISTORY     - 19890109 GOOD
 AY2106  HISTORY     - 19950425 GOOD             NGS
 AY2106  HISTORY     - 19950522 GOOD             USPSQD
 AY2106  HISTORY     - 19970917 GOOD             USPSQD
 AY2106  HISTORY     - 20030110 GOOD             USPSQD
 AY2106  HISTORY     - 20050521 GOOD             USPSQD
 AY2106
 AY2106                          STATION DESCRIPTION
 AY2106
 AY2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AY2106'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) WEST OF DEVINE, AT THE
 AY2106'DEVINE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF DEVINE, 303 SOUTH TEEL,
 AY2106'DEVINE, TEXAS 78016.  THE AIRPORT MANAGER IS GLENDALE ESTEP, TELEPHONE
 AY2106'512-663-2574.
 AY2106'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 AY2106'STATE HIGHWAY 173 (EXIT 122) AT DEVINE, GO NORTHWEST ON STATE HIGHWAY
 AY2106'173 FOR 1.61 KM (1.00 MI) TO ITS JUNCTION WITH U.S. HIGHWAY 81.
 AY2106'CONTINUE NORTHWEST ON STATE HIGHWAY 173 FOR 1.1 KM (0.70 MI) TO A
 AY2106'PAVED ROAD LEFT.  TURN LEFT AND GO WESTERLY ON FARM ROAD 2200 FOR 2.9
 AY2106'KM (1.80 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.7 KM
 AY2106'(0.45 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO EAST
 AY2106'ACROSS THE TARMAC AND THE TAXIWAY TO THE JUNCTION WITH THE RUNWAY AND
 AY2106'THE STATION ON THE RIGHT.
 AY2106'THE STATION IS 16.3 M (53.5 FT) WEST OF THE CENTER OF THE RUNWAY, 11.8
 AY2106'M (38.7 FT) SOUTH OF THE CENTER OF THE TAXIWAY, 3.8 M (12.5 FT)
 AY2106'SOUTHWEST OF THE CURVED EDGE OF THE PAVEMENT AT THE RUNWAY-TAXIWAY
 AY2106'JUNCTION, 1.9 M (6.2 FT) SOUTH OF A BLUE TAXI LIGHT, AND 0.3 M
 AY2106'(1.0 FT) WEST OF A WITNESS POST.
 AY2106'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AY2106'DESCRIBED BY V.L. FERNANDES.
 AY2106
 AY2106                          STATION RECOVERY (1989)
 AY2106
 AY2106'RECOVERED 1989
 AY2106'RECOVERED IN GOOD CONDITION.
 AY2106
 AY2106                          STATION RECOVERY (1995)
 AY2106
 AY2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AY2106'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) WEST OF DEVINE, AT THE
 AY2106'DEVINE MUNICIPAL AIRPORT.  IN THE GRASS, NEAR THE CENTER OF THE
 AY2106'AIRPORT, NEAR THE SOUTHEAST END OF THE TAXI, AND THE WEST SIDE OF THE
 AY2106'RUNWAY.  OWNERSHIP--CITY OF DEVINE, 303 SOUTH TEEL, DEVINE, TX. 78016.
 AY2106'AIRPORT MANAGER RUSS E.  PUMPHREY, PHONE 210-663-3074.  TO REACH THE
 AY2106'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND STATE HIGHWAY
 AY2106'173 (EXIT 122) AT DEVINE, GO NORTHWEST ON STATE HIGHWAY 173 FOR 2.71
 AY2106'KM (1.70 MI) TO FARM ROAD 2200.  TURN LEFT, WESTERLY, 2.9 KM (1.80 MI)
 AY2106'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH, 0.7 KM
 AY2106'(0.45 MI) TO THE AIRPORT ENTRANCE ON THE LEFT, TURN LEFT, EAST, 0.14
 AY2106'KM (0.10 MI) ACROSS THE APRON AND TAXI TO THE JUNCTION WITH THE RUNWAY
 AY2106'AND THE STATION ON THE RIGHT.  STATION IS 16.4 M (53.8 FT) WEST OF THE
 AY2106'RUNWAY CENTERLINE, 11.7 M (38.4 FT) SOUTH OF THE TAXI CENTER, 7.0 M
 AY2106'(23.0 FT) NORTH-NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTH OF THE TAXI,
 AY2106'1.9 M (6.2 FT) SOUTH OF A TAXI LIGHT, AND 0.4 M (1.3 FT) BELOW THE
 AY2106'LEVEL OF THE RUNWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AY2106'5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY
 AY2106'R.G.  HAYES
 AY2106
 AY2106                          STATION RECOVERY (1995)
 AY2106
 AY2106'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY2106'RECOVERED IN GOOD CONDITION.
 AY2106
 AY2106                          STATION RECOVERY (1997)
 AY2106
 AY2106'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY2106'RECOVERED IN GOOD CONDITION.
 AY2106
 AY2106                          STATION RECOVERY (2003)
 AY2106
 AY2106'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY2106'RECOVERED IN GOOD CONDITION.
 AY2106
 AY2106                          STATION RECOVERY (2005)
 AY2106
 AY2106'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AY2106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2107 ***********************************************************************
 AY2107  SACS        -  This is a Secondary Airport Control Station.
 AY2107  DESIGNATION -  DEVPORT AZ MK
 AY2107  PID         -  AY2107
 AY2107  STATE/COUNTY-  TX/MEDINA
 AY2107  USGS QUAD   -  DEVINE (1982)
 AY2107
 AY2107                         *CURRENT SURVEY CONTROL
 AY2107  ___________________________________________________________________
 AY2107* NAD 83(1993)-  29 08 34.82125(N)    098 56 33.44438(W)     ADJUSTED  
 AY2107* NAVD 88     -       205.19   (meters)     673.2    (feet)  GPS OBS   
 AY2107  ___________________________________________________________________
 AY2107  X           -    -866,653.373 (meters)                     COMP
 AY2107  Y           -  -5,507,524.099 (meters)                     COMP
 AY2107  Z           -   3,087,842.754 (meters)                     COMP
 AY2107  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AY2107  ELLIP HEIGHT-         180.99  (meters)          (06/26/01) GPS OBS
 AY2107  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AY2107
 AY2107  HORZ ORDER  -  FIRST
 AY2107  ELLP ORDER  -  THIRD     CLASS II
 AY2107
 AY2107.This mark is at Devine Muni (23R) Airport (23R)
 AY2107
 AY2107.The horizontal coordinates were established by GPS observations
 AY2107.and adjusted by the National Geodetic Survey in February 1996..
 AY2107
 AY2107.The orthometric height was determined by GPS observations and a
 AY2107.high-resolution geoid model.
 AY2107
 AY2107.GPS derived orthometric heights for airport stations designated as
 AY2107.PACS or SACS are published to 2 decimal places.  This maintains
 AY2107.centimeter relative accuracy between the PACS and SACS.  It does
 AY2107.not indicate centimeter accuracy relative to other marks which are
 AY2107.part of the NAVD 88 network.
 AY2107
 AY2107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY2107
 AY2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2107
 AY2107.The ellipsoidal height was determined by GPS observations
 AY2107.and is referenced to NAD 83.
 AY2107
 AY2107.The geoid height was determined by GEOID03.
 AY2107
 AY2107;                    North         East     Units Scale Factor Converg.
 AY2107;SPC TXSC     - 4,145,147.958   605,582.264   MT  0.99986882   +0 01 41.2
 AY2107;SPC TXSC     -13,599,539.59  1,986,814.48   sFT  0.99986882   +0 01 41.2
 AY2107;UTM  14      - 3,223,830.974   505,580.764   MT  0.99960038   +0 01 40.6
 AY2107
 AY2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2107!SPC TXSC     -   0.99997157  x   0.99986882  =   0.99984040
 AY2107!UTM  14      -   0.99997157  x   0.99960038  =   0.99957197
 AY2107
 AY2107:                Primary Azimuth Mark                     Grid Az
 AY2107:SPC TXSC     -  DEVPORT                                  173 49 43.6
 AY2107:UTM  14      -  DEVPORT                                  173 49 44.2
 AY2107
 AY2107|---------------------------------------------------------------------|
 AY2107| PID    Reference Object                     Distance      Geod. Az  |
 AY2107|                                                           dddmmss.s |
 AY2107| AY2106 DEVPORT                             APPROX. 0.5 KM 1735124.8 |
 AY2107|---------------------------------------------------------------------|
 AY2107
 AY2107                          SUPERSEDED SURVEY CONTROL
 AY2107
 AY2107  ELLIP H (02/20/96)  181.14   (m)                       GP(       ) 3 2
 AY2107  NAD 83(1993)-  29 08 34.81995(N)    098 56 33.44534(W) AD(       ) 3
 AY2107  ELLIP H (02/16/96)  181.12   (m)                       GP(       ) 5 1
 AY2107  NAD 83(1986)-  29 08 34.82524(N)    098 56 33.42758(W) AD(       ) 3
 AY2107  NGVD 29 (10/23/89)  205.2    (m)          673.     (f) GPS OBS        
 AY2107
 AY2107.Superseded values are not recommended for survey control.
 AY2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2107.See file dsdata.txt to determine how the superseded data were derived.
 AY2107
 AY2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT0558123831(NAD 83)
 AY2107_MARKER: I = METAL ROD
 AY2107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY2107_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY2107_STAMPING: DEVPORT AZ MK 1988
 AY2107_MARK LOGO: NGS   
 AY2107_PROJECTION: FLUSH
 AY2107_MAGNETIC: I = MARKER IS A STEEL ROD
 AY2107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY2107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2107+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1995
 AY2107_ROD/PIPE-DEPTH: 5.80 meters
 AY2107_SLEEVE-DEPTH  : 0.76 meters
 AY2107
 AY2107  HISTORY     - Date     Condition        Report By
 AY2107  HISTORY     - 1988     MONUMENTED       NGS
 AY2107  HISTORY     - 19950425 GOOD             NGS
 AY2107  HISTORY     - 19950522 GOOD             USPSQD
 AY2107  HISTORY     - 19970917 GOOD             USPSQD
 AY2107  HISTORY     - 20030110 GOOD             USPSQD
 AY2107  HISTORY     - 20050521 GOOD             USPSQD
 AY2107
 AY2107                          STATION DESCRIPTION
 AY2107
 AY2107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AY2107'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) WEST OF DEVINE, AT THE
 AY2107'DEVINE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF DEVINE, 303 SOUTH TEEL,
 AY2107'DEVINE, TEXAS 78016.  THE AIRPORT MANAGER IS GLENDALE ESTEP, TELEPHONE
 AY2107'512-663-2574.
 AY2107'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 AY2107'AND STATE HIGHWAY 173 (EXIT 122) AT DEVINE, GO NORTHWEST ON STATE
 AY2107'HIGHWAY 173 FOR 1.61 KM (1.00 MI) TO ITS JUNCTION WITH U.S. HIGHWAY
 AY2107'81.  CONTINUE NORTHWEST ON STATE HIGHWAY 173 FOR 1.1 KM (0.70 MI) TO A
 AY2107'PAVED ROAD LEFT.  TURN LEFT AND GO WESTERLY ON FARM ROAD 2200 FOR 2.9
 AY2107'KM (1.80 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.7 KM
 AY2107'(0.45 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO EAST
 AY2107'ACROSS THE TARMAC AND THE TAXIWAY TO THE JUNCTION WITH THE RUNWAY.
 AY2107'TURN LEFT AND GO NORTH ALONG THE RUNWAY FOR 0.5 KM (0.30 MI) TO THE
 AY2107'END OF THE RUNWAY AND THE AZIMUTH MARK ON THE LEFT.
 AY2107'THE MARK IS 12.2 M (40.0 FT) WEST OF THE CENTER OF THE RUNWAY, 3.6 M
 AY2107'(11.8 FT) SOUTHWEST OF THE NORTHWEST CORNER OF RUNWAY END 17, 1.0 M
 AY2107'(3.3 FT) SOUTHEAST OF THE EASTERN MOST RUNWAY END LIGHT, AND 0.3 M
 AY2107'(1.0 FT) WEST OF A WITNESS POST.
 AY2107'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AY2107'DESCRIBED BY V.L. FERNANDES.
 AY2107
 AY2107                          STATION RECOVERY (1995)
 AY2107
 AY2107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AY2107'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) WEST OF DEVINE, AT THE
 AY2107'DEVINE MUNICIPAL AIRPORT.  IN THE GRASS, NEAR THE NORTHWEST END OF THE
 AY2107'RUNWAY, OWNERSHIP--CITY OF DEVINE, 303 SOUTH TEEL, DEVINE, TX. 78016.
 AY2107'AIRPORT MANAGER RUSS E.  PUMPHREY, PHONE 210-663-3074.  TO REACH THE
 AY2107'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND STATE HIGHWAY
 AY2107'173 (EXIT 122) AT DEVINE, GO NORTHWEST ON STATE HIGHWAY 173 FOR 2.71
 AY2107'KM (1.70 MI) TO FARM ROAD 2200.  TURN LEFT, WESTERLY, 2.9 KM (1.80 MI)
 AY2107'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH, 0.7 KM
 AY2107'(0.45 MI) TO THE AIRPORT ENTRANCE ON THE LEFT, TURN LEFT, EAST, 0.14
 AY2107'KM (0.10 MI) ACROSS THE APRON AND TAXI TO THE JUNCTION WITH THE
 AY2107'RUNWAY.  TURN LEFT, NORTH, 0.51 KM (0.30 MI) TO THE END OF THE RUNWAY
 AY2107'AND THE STATION ON THE LEFT.  STATION IS 12.2 M (40.0 FT) WEST OF THE
 AY2107'RUNWAY CENTERLINE, 3.6 M (11.8 FT) SOUTHWEST OF THE NORTHWEST CORNER
 AY2107'OF RUNWAY END 17, 1.4 M (4.6 FT) SOUTHEAST OF THE MOST EASTERLY 1 OF 4
 AY2107'RUNWAY END LIGHTS, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE RUNWAY.
 AY2107'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 AY2107'DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY R.G.  HAYES
 AY2107
 AY2107                          STATION RECOVERY (1995)
 AY2107
 AY2107'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY2107'RECOVERED IN GOOD CONDITION.
 AY2107
 AY2107                          STATION RECOVERY (1997)
 AY2107
 AY2107'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY2107'RECOVERED IN GOOD CONDITION.
 AY2107
 AY2107                          STATION RECOVERY (2003)
 AY2107
 AY2107'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY2107'RECOVERED IN GOOD CONDITION.
 AY2107
 AY2107                          STATION RECOVERY (2005)
 AY2107
 AY2107'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AY2107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6946 ***********************************************************************
 AW6946  DESIGNATION -  DEWALT
 AW6946  PID         -  AW6946
 AW6946  STATE/COUNTY-  TX/FORT BEND
 AW6946  USGS QUAD   -  MISSOURI CITY (1995)
 AW6946
 AW6946                         *CURRENT SURVEY CONTROL
 AW6946  ___________________________________________________________________
 AW6946* NAD 83(1993)-  29 33 07.77508(N)    095 31 36.33197(W)     ADJUSTED  
 AW6946* NAVD 88     -        22.7    (meters)      74.     (feet)  VERTCON   
 AW6946  ___________________________________________________________________
 AW6946  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6946  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6946
 AW6946  HORZ ORDER  -  FIRST
 AW6946
 AW6946.The horizontal coordinates were established by classical geodetic methods
 AW6946.and adjusted by the National Geodetic Survey in February 1996..
 AW6946
 AW6946.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6946
 AW6946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6946
 AW6946.The geoid height was determined by GEOID03.
 AW6946
 AW6946;                    North         East     Units Scale Factor Converg.
 AW6946;SPC TXSC     - 4,195,489.137   936,521.471   MT  0.99987040   +1 42 05.7
 AW6946;SPC TXSC     -13,764,700.61  3,072,570.86   sFT  0.99987040   +1 42 05.7
 AW6946;UTM  15      - 3,271,826.423   255,172.141   MT  1.00033966   -1 14 48.7
 AW6946
 AW6946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6946!SPC TXSC     -   1.00000071  x   0.99987040  =   0.99987111
 AW6946!UTM  15      -   1.00000071  x   1.00033966  =   1.00034037
 AW6946
 AW6946|---------------------------------------------------------------------|
 AW6946| PID    Reference Object                     Distance      Geod. Az  |
 AW6946|                                                           dddmmss.s |
 AW6946| CV7097 DEWALT RM 1                          27.110 METERS 00753     |
 AW6946| CV7096 DEWALT AZ MK                                       0820914.4 |
 AW6946| CV7098 DEWALT RM 2                          23.774 METERS 08724     |
 AW6946|---------------------------------------------------------------------|
 AW6946
 AW6946                          SUPERSEDED SURVEY CONTROL
 AW6946
 AW6946  NAD 83(1986)-  29 33 07.78858(N)    095 31 36.31350(W) AD(       ) 1
 AW6946  NAD 27      -  29 33 06.94002(N)    095 31 35.51462(W) AD(       ) 1
 AW6946  NGVD 29 (07/19/86)   22.7    (m)           74.     (f) VERT ANG       
 AW6946
 AW6946.Superseded values are not recommended for survey control.
 AW6946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6946.See file dsdata.txt to determine how the superseded data were derived.
 AW6946
 AW6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5517271826(NAD 83)
 AW6946_MARKER: DS = TRIANGULATION STATION DISK
 AW6946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6946_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6946
 AW6946  HISTORY     - Date     Condition        Report By
 AW6946  HISTORY     - 1968     MONUMENTED       CGS
 AW6946  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW6946  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW6946  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW6946  HISTORY     - 19981009 MARK NOT FOUND   USPSQD
 AW6946
 AW6946                          STATION DESCRIPTION
 AW6946
 AW6946'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6946'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF SUGARLAND, 5-1/2
 AW6946'MILES SOUTH-SOUTHWEST OF THE BLUE RIDGE STATE PRISON FARM AND 2
 AW6946'MILES EAST-SOUTHEAST OF DEWALT ON PROPERTY OF THE HERMAN HOSPITAL
 AW6946'ESTATE.
 AW6946'
 AW6946'TO REACH THE STATION FROM THE POST OFFICE AND ENCO SERVICE STATION
 AW6946'IN DEWALT, GO SOUTHEAST ON STATE HIGHWAY 6 FOR 0.45 MILE TO A
 AW6946'GRAVELED SIDE ROAD LEFT, TURN LEFT, CROSSING RAILROAD TRACKS, AND
 AW6946'GO EAST ON THE GRAVELED ROAD FOR 1.5 MILES TO A SIDE ROAD RIGHT AND
 AW6946'THE DEWALT CEMETERY IN THE SOUTHWEST ANGLE OF THE ROADS,
 AW6946'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE STATION
 AW6946'ON THE RIGHT.
 AW6946'
 AW6946'THE STATION MARK IS A STANDARD DISK STAMPED DEWALT 1968, SET IN THE
 AW6946'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 AW6946'THE GROUND.  IT IS 202 FEET SOUTH OF THE CENTER OF THE GRAVELED
 AW6946'ROAD, 121 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD WOOD
 AW6946'FRAME HOUSE, 101 FEET WEST OF A NORTH-SOUTH FENCE AND 14 FEET
 AW6946'SOUTHEAST OF A 24-INCH HICKORY TREE.
 AW6946'
 AW6946'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DEWALT NO 1 1968, SET
 AW6946'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AW6946'WITH THE GROUND.  IT IS 115 FEET SOUTH OF THE GRAVELED ROAD, 85
 AW6946'FEET WEST OF THE NORTH-SOUTH FENCE AND 79 FEET NORTH OF THE 24-INCH
 AW6946'HICKORY TREE.
 AW6946'
 AW6946'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DEWALT NO 2 1968, SET
 AW6946'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AW6946'WITH THE GROUND.  IT IS 85.7 FEET EAST OF THE 24-INCH HICKORY TREE
 AW6946'AND 23 FEET WEST OF THE NORTH-SOUTH FENCE LINE.
 AW6946'
 AW6946'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DEWALT 1968, SET IN THE
 AW6946'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 AW6946'THE GROUND.  IT IS 32 FEET SOUTH OF THE CENTER OF THE GRAVELED
 AW6946'ROAD, 1.5 FEET WEST OF A METAL WITNESS POST AND 0.8 FEET NORTH OF
 AW6946'AN EAST-WEST FENCE LINE.
 AW6946'
 AW6946'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 AW6946'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AW6946'
 AW6946'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 AW6946
 AW6946                          STATION RECOVERY (1987)
 AW6946
 AW6946'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6946'MARK NOT FOUND.
 AW6946
 AW6946                          STATION RECOVERY (1995)
 AW6946
 AW6946'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6946'MARK NOT FOUND.
 AW6946
 AW6946                          STATION RECOVERY (1998)
 AW6946
 AW6946'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6946'MARK NOT FOUND.
 AW6946
 AW6946                          STATION RECOVERY (1998)
 AW6946
 AW6946'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6942 ***********************************************************************
 AW6942  DESIGNATION -  DEWALT BLUE RIDGE TWR CO MAST
 AW6942  PID         -  AW6942
 AW6942  STATE/COUNTY-  TX/FORT BEND
 AW6942  USGS QUAD   -  MISSOURI CITY (1995)
 AW6942
 AW6942                         *CURRENT SURVEY CONTROL
 AW6942  ___________________________________________________________________
 AW6942* NAD 83(1993)-  29 33 25.03739(N)    095 30 04.71275(W)     ADJUSTED  
 AW6942* NAVD 88     -                                                        
 AW6942  ___________________________________________________________________
 AW6942  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW6942  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW6942
 AW6942  HORZ ORDER  -  THIRD
 AW6942
 AW6942.The horizontal coordinates were established by classical geodetic methods
 AW6942.and adjusted by the National Geodetic Survey in February 1996..
 AW6942
 AW6942
 AW6942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6942
 AW6942.The geoid height was determined by GEOID03.
 AW6942
 AW6942;                    North         East     Units Scale Factor Converg.
 AW6942;SPC TXSC     - 4,196,093.840   938,970.665   MT  0.99987072   +1 42 50.6
 AW6942;SPC TXSC     -13,766,684.54  3,080,606.26   sFT  0.99987072   +1 42 50.6
 AW6942;UTM  15      - 3,272,304.565   257,650.341   MT  1.00032476   -1 14 04.1
 AW6942
 AW6942                          SUPERSEDED SURVEY CONTROL
 AW6942
 AW6942  NAD 83(1986)-  29 33 25.05089(N)    095 30 04.69423(W) AD(       ) 4
 AW6942  NAD 27      -  29 33 24.20379(N)    095 30 03.89735(W) AD(       ) 3
 AW6942
 AW6942.Superseded values are not recommended for survey control.
 AW6942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6942.See file dsdata.txt to determine how the superseded data were derived.
 AW6942
 AW6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5765072305(NAD 83)
 AW6942_MARKER: 42 = RADIO/TV MAST
 AW6942
 AW6942  HISTORY     - Date     Condition        Report By
 AW6942  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6942  HISTORY     - 19950903 GOOD             USPSQD
 AW6942
 AW6942                          STATION DESCRIPTION
 AW6942
 AW6942'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6942'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF THE JUNCTION OF
 AW6942'STATE HIGHWAY 288 AND FARM ROAD 2234, 4 MILES NORTHWEST OF ARCOLA
 AW6942'AND 3-1/2 MILES EAST OF DEWALT.  THE MAST IS OWNED BY THE BLUE
 AW6942'RIDGE TOWER COMPANY AND HAS THREE TELEVISION STATIONS TRANSMITTING
 AW6942'FROM THE ONE MAST, KPRC, KHOU AND KHTV.
 AW6942'
 AW6942'TO REACH THE STATION FROM THE POST OFFICE AND ENCO SERVICE STATION
 AW6942'IN DEWALT, GO SOUTHEAST ON STATE HIGHWAY 6 FOR 0.45 MILE TO A
 AW6942'GRAVELED ROAD LEFT, TURN LEFT, CROSSING RAILROAD TRACKS, AND GO
 AW6942'EAST ON THE GRAVELED ROAD FOR 2.5 MILES TO THE STATION.
 AW6942'
 AW6942'THE STATION IS A SINGLE COLUMN STEEL STRUCTURE PAINTED ALTERNATE
 AW6942'RED AND WHITE AND IS SUPPORTED BY GUY CABLES.  AT THE TOP IS A
 AW6942'TRIANGULAR PLATFORM WITH AN ANTENNA PROJECTING UP FROM EACH POINT
 AW6942'OF THE TRIANGLE.  THE OVER-ALL HEIGHT IS 1,362 FEET.
 AW6942'
 AW6942'THE POINT INTERSECTED WAS THE TOP CENTER.
 AW6942
 AW6942                          STATION RECOVERY (1995)
 AW6942
 AW6942'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2271 ***********************************************************************
 AN2271  DESIGNATION -  DEWBERRY 1934
 AN2271  PID         -  AN2271
 AN2271  STATE/COUNTY-  TX/CALHOUN
 AN2271  USGS QUAD   -  PORT O'CONNOR (1973)
 AN2271
 AN2271                         *CURRENT SURVEY CONTROL
 AN2271  ___________________________________________________________________
 AN2271* NAD 83(1993)-  28 23 53.25724(N)    096 29 15.25029(W)     ADJUSTED  
 AN2271* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2271  ___________________________________________________________________
 AN2271  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AN2271  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN2271
 AN2271  HORZ ORDER  -  THIRD
 AN2271
 AN2271.The horizontal coordinates were established by classical geodetic methods
 AN2271.and adjusted by the National Geodetic Survey in February 1996..
 AN2271
 AN2271.The orthometric height was scaled from a topographic map.
 AN2271
 AN2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2271
 AN2271.The geoid height was determined by GEOID03.
 AN2271
 AN2271;                    North         East     Units Scale Factor Converg.
 AN2271;SPC TXSC     - 4,065,241.469   846,193.148   MT  0.99999579   +1 13 51.1
 AN2271;SPC TXSC     -13,337,379.72  2,776,218.69   sFT  0.99999579   +1 13 51.1
 AN2271;UTM  14      - 3,143,874.088   746,158.148   MT  1.00034789   +1 11 43.8
 AN2271
 AN2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2271!SPC TXSC     -   1.00000406  x   0.99999579  =   0.99999985
 AN2271!UTM  14      -   1.00000406  x   1.00034789  =   1.00035195
 AN2271
 AN2271                          SUPERSEDED SURVEY CONTROL
 AN2271
 AN2271  NAD 83(1986)-  28 23 53.26380(N)    096 29 15.23252(W) AD(       ) 3
 AN2271  NAD 27      -  28 23 52.24900(N)    096 29 14.31900(W) AD(       ) 3
 AN2271
 AN2271.Superseded values are not recommended for survey control.
 AN2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2271.See file dsdata.txt to determine how the superseded data were derived.
 AN2271
 AN2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4615843874(NAD 83)
 AN2271_MARKER: DS = TRIANGULATION STATION DISK
 AN2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2271_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2271+STABILITY: SURFACE MOTION
 AN2271
 AN2271  HISTORY     - Date     Condition        Report By
 AN2271  HISTORY     - 1934     MONUMENTED       CGS
 AN2271  HISTORY     - 1937     GOOD             TSI
 AN2271  HISTORY     - 1943     GOOD             CGS
 AN2271  HISTORY     - 1943     GOOD             CGS
 AN2271  HISTORY     - 1946     GOOD             USE
 AN2271  HISTORY     - 1948     GOOD             CGS
 AN2271  HISTORY     - 1959     GOOD             DOWCO
 AN2271  HISTORY     - 1969     GOOD             CGS
 AN2271
 AN2271                          STATION DESCRIPTION
 AN2271
 AN2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2271'STATION IS LOCATED ABOUT 5-1/2 MILES NW OF MATAGORDA LIGHTHOUSE,
 AN2271'ON DEWBERRY ISLAND.  IT IS SITUATED ON A RIDGE, 65 METERS
 AN2271'SW OF THE NE END OF THIS RIDGE.  ABOUT 1/2 MILE SW OF THE NE
 AN2271'END OF ISLAND, AND ABOUT 2-3/4 MILES NE OF THE SW END OF
 AN2271'ISLAND.  IT IS 80 METERS NW OF MEAN HIGH-WATER LINE ON
 AN2271'ESPIRITU SANTO BAY SHORE AND 300 METERS SE OF SHOALWATER
 AN2271'BAY SHORE.
 AN2271'
 AN2271'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2271'NO REFERENCE MARK WAS SET.
 AN2271'
 AN2271'THE FOLLOWING DISTANCES AND MAGNETIC BEARINGS WERE TAKEN FROM
 AN2271'THE STATION--LARGE GRAIN AND CATTLE BARN ON MOODYS PROPERTY,
 AN2271'2.5 MILES, 30 DEG.  SALURIA COAST GUARD CUPOLA, 5 MILES, 80
 AN2271'DEG.  AND MATAGORDA LIGHTHOUSE, 128 DEG.
 AN2271'
 AN2271'HEIGHT OF LIGHT ABOVE STATION MARK - 3.7 METERS.
 AN2271
 AN2271                          STATION RECOVERY (1937)
 AN2271
 AN2271'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2271'DESCRIPTION ACCURATE.  STATION IN GOOD CONDITION.  TOWER
 AN2271'DEMOLISHED.
 AN2271
 AN2271                          STATION RECOVERY (1943)
 AN2271
 AN2271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (USE)
 AN2271'DESCRIPTION OF STATION IS GOOD.  IT IS IN GOOD CONDITION AND
 AN2271'IS STAMPED BERRY ONLY.
 AN2271
 AN2271                          STATION RECOVERY (1943)
 AN2271
 AN2271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (TLC)
 AN2271'STATION IS STAMPED BERRY ONLY.
 AN2271'
 AN2271'DESCRIPTION OF STATION IS GOOD AND WAS RECOVERED IN GOOD
 AN2271'CONDITION.
 AN2271'
 AN2271'HURRICANE OF AUGUST 1942 DID NO DAMAGE.
 AN2271
 AN2271                          STATION RECOVERY (1946)
 AN2271
 AN2271'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2271'STATION FOUND TO BE IN GOOD CONDITION.
 AN2271'
 AN2271'STATION IS LOCATED ON FIRST RIDGE PARALLELING THE ESPIRITU
 AN2271'SANTO BAY SHORE, APPROXIMATELY 1,500 FEET SW OF NE END OF THE
 AN2271'ISLAND.  OTHERWISE, THE OLD DESCRIPTION WAS FOUND TO BE CORRECT.
 AN2271'
 AN2271'CEDAR POST WAS SET IN GROUND 5 FEET N OF STATION AND LEFT
 AN2271'EXTENDING 5-1/2 FEET ABOVE SURFACE.
 AN2271
 AN2271                          STATION RECOVERY (1948)
 AN2271
 AN2271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2271'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 AN2271'EXCEPTION--THE LARGE GRAIN AND CATTLE BARN ON MOODYS PROPERTY
 AN2271'NO LONGER EXISTS.
 AN2271
 AN2271                          STATION RECOVERY (1959)
 AN2271
 AN2271'RECOVERY NOTE BY DOW CHEMICAL COMPANY 1959 (EWM)
 AN2271'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AN2271'THE DISK IS STAMPED BERRY.
 AN2271
 AN2271                          STATION RECOVERY (1969)
 AN2271
 AN2271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2271'THE STATION WAS VISITED AND THE STATION MARK WAS RECOVERED IN
 AN2271'GOOD CONDITION.  IT WAS FOUND STAMPED BERRY 1934.  THERE ARE
 AN2271'NO REFERENCE MARKS FOR THIS STATION.  A MORE COMPLETE DESCRIPTION
 AN2271'FOLLOWS--
 AN2271'
 AN2271'THE STATION IS LOCATED 6 MILES SOUTHWEST OF PORT O CONNOR,
 AN2271'ON THE NORTH SHORE OF ESPIRITU SANTO BAY, NEAR THE EASTERLY
 AN2271'END OF DEWBERRY ISLAND, 1/2 MILE SOUTHEAST OF THE INTRACOASTAL
 AN2271'WATERWAY AND 1/3 MILE DUE WEST OF THE NORTH-SOUTH FERRY
 AN2271'CHANNEL TO THE MATAGORDA ISLAND AIR FORCE BASE.
 AN2271'
 AN2271'THE STATION WAS REACHED FROM PORT O CONNOR BY BOAT.  LANDING
 AN2271'WAS MADE ON THE BAY SHORE OF THE ISLAND JUST SOUTH OF THE
 AN2271'STATION.
 AN2271'
 AN2271'THE STATION MARK IS A STANDARD DISK, STAMPED BERRY 1934, SET
 AN2271'IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 AN2271'1 INCH ABOVE THE GROUND.  IT IS ON THE CENTER OF A LOW,
 AN2271'NORTHEAST-SOUTHWEST RIDGE THAT IS COVERED WITH SALT GRASS
 AN2271'AND SCATTERED BRUSH, 90 YARDS SOUTHWEST OF THE NORTHEAST
 AN2271'END OF THE RIDGE WHERE IT MEETS THE MARSH, 75 FEET NORTHWEST
 AN2271'OF THE EXTREME HIGH WATER LINE OF THE BAY, 40 FEET NORTHEAST
 AN2271'OF THE NORTHEAST EDGE OF A CLUMP OF SALT CEDARS, 35 FEET
 AN2271'SOUTHEAST OF THE NORTHWEST EDGE OF THE RIDGE AND 2 FEET
 AN2271'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 AN2271'
 AN2271'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AN2271'SOUTHWEST OF PORT O CONNOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0985 ***********************************************************************
 BM0985  DESIGNATION -  DEWEES
 BM0985  PID         -  BM0985
 BM0985  STATE/COUNTY-  TX/WALLER
 BM0985  USGS QUAD   -  HOWTH (1979)
 BM0985
 BM0985                         *CURRENT SURVEY CONTROL
 BM0985  ___________________________________________________________________
 BM0985* NAD 83(1993)-  30 10 03.52953(N)    096 04 19.18593(W)     ADJUSTED  
 BM0985* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 BM0985  ___________________________________________________________________
 BM0985  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BM0985  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BM0985
 BM0985  HORZ ORDER  -  FIRST
 BM0985
 BM0985.The horizontal coordinates were established by classical geodetic methods
 BM0985.and adjusted by the National Geodetic Survey in February 1996..
 BM0985
 BM0985.The orthometric height was scaled from a topographic map.
 BM0985
 BM0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0985
 BM0985.The geoid height was determined by GEOID03.
 BM0985
 BM0985;                    North         East     Units Scale Factor Converg.
 BM0985;SPC TXSC     - 4,262,242.655   881,997.834   MT  0.99996863   +1 26 04.1
 BM0985;SPC TXSC     -13,983,707.78  2,893,687.89   sFT  0.99996863   +1 26 04.1
 BM0985;SPC TX C     - 3,063,398.535 1,110,361.924   MT  0.99998678   +2 11 41.4
 BM0985;SPC TX C     -10,050,500.03  3,642,912.41   sFT  0.99998678   +2 11 41.4
 BM0985;UTM  14      - 3,340,985.061   781,984.513   MT  1.00058112   +1 28 20.6
 BM0985;UTM  15      - 3,341,350.454   204,141.699   MT  1.00068006   -1 32 41.6
 BM0985
 BM0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0985!SPC TXSC     -   0.99999013  x   0.99996863  =   0.99995876
 BM0985!SPC TX C     -   0.99999013  x   0.99998678  =   0.99997691
 BM0985!UTM  14      -   0.99999013  x   1.00058112  =   1.00057125
 BM0985!UTM  15      -   0.99999013  x   1.00068006  =   1.00067018
 BM0985
 BM0985|---------------------------------------------------------------------|
 BM0985| PID    Reference Object                     Distance      Geod. Az  |
 BM0985|                                                           dddmmss.s |
 BM0985| CV8375 DEWEES RM 1                          39.408 METERS 02153     |
 BM0985| BL2252 PRAIRIE VIEW COLL HEAT PLT STK      APPROX.11.4 KM 1350539.8 |
 BM0985| BL2251 PRAIRIE VIEW COLL WATER TANK        APPROX.11.4 KM 1350727.8 |
 BM0985| BM0988 HEMPSTEAD WALLER CO CTHSE TWR       APPROX. 7.8 KM 1834533.1 |
 BM0985| BM0987 HEMPSTEAD CITIZEN WTR CO SPIPE      APPROX. 8.1 KM 1864006.8 |
 BM0985| CV8374 DEWEES AZ MK                                       2682314.6 |
 BM0985| CV8376 DEWEES RM 2                          44.013 METERS 32317     |
 BM0985|---------------------------------------------------------------------|
 BM0985
 BM0985                          SUPERSEDED SURVEY CONTROL
 BM0985
 BM0985  NAD 83(1986)-  30 10 03.54395(N)    096 04 19.16875(W) AD(       ) 1
 BM0985  NAD 27      -  30 10 02.77200(N)    096 04 18.32300(W) AD(       ) 1
 BM0985
 BM0985.Superseded values are not recommended for survey control.
 BM0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0985.See file dsdata.txt to determine how the superseded data were derived.
 BM0985
 BM0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8198540985(NAD 83)
 BM0985_MARKER: DS = TRIANGULATION STATION DISK
 BM0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0985
 BM0985  HISTORY     - Date     Condition        Report By
 BM0985  HISTORY     - 1935     MONUMENTED       CGS
 BM0985  HISTORY     - 1937     GOOD             TXHD
 BM0985  HISTORY     - 1954     GOOD             CGS
 BM0985
 BM0985                          STATION DESCRIPTION
 BM0985
 BM0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0985'THIS STATION IS ABOUT 5 MILES N OF HEMPSTEAD AND 1/2 MILE NE OF
 BM0985'HOWTH RAILROAD STATION, ON LAND OWNED AND OCCUPIED BY TIM DEWEES.
 BM0985'STATION IS ON THE N EDGE OF PASTURE 110 FEET S OF FENCE LINE,
 BM0985'24 FEET SW OF 1-FOOT OAK TREE, 24 FEET E OF 2-FOOT OAK TREE.
 BM0985'MARK PROJECTS 8 INCHES.
 BM0985'
 BM0985'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BM0985'BRONZE DISKS SET IN CONCRETE.
 BM0985'
 BM0985'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 1 FOOT S OF THE
 BM0985'FENCE LINE, 21 FEET W OF A 1-FOOT TREE IN FENCE LINE.  MARK
 BM0985'PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS NW OF THE STATION, 1
 BM0985'FOOT S OF THE FENCE LINE, 30 FEET E OF A 20-INCH OAK TREE.
 BM0985'
 BM0985'AZIMUTH MARK IS W OF THE STATION, 45 FEET OF THE E RAIL OF
 BM0985'RAILROAD TRACKS, 22 FEET W OF THE CENTER LINE OF DIRT ROAD,
 BM0985'3 FEET N OF TELEPHONE POLE.  MARK PROJECTS 8 INCHES.
 BM0985'
 BM0985'TO REACH STATION FROM HEMPSTEAD, GO N ON TEXAS 6 FOR 4.65
 BM0985'MILES TO DEWEES STORE AT CROSSROADS, THENCE LEFT W 0.45 MILE TO
 BM0985'DIRT ROAD TO RIGHT, JUST E OF RAILROAD CROSSING, TURN N ON
 BM0985'THIS ROAD 0.1 MILE TO MR. DEWEES HOUSE, CONTINUE 140 YARDS TO
 BM0985'GATE, TURN IN AT GATE AND FOLLOW FIELD ROAD 240 YARDS TO OLD
 BM0985'HOUSE, BEAR RIGHT ABOUT 100 YARDS ACROSS FENCE AND CORNER
 BM0985'OF WOODS TO STATION.
 BM0985'
 BM0985'A 77-FOOT TOWER WAS USED.
 BM0985'
 BM0985'A LIGHTS COME INTO VIEW AT 47 FEET.
 BM0985
 BM0985                          STATION RECOVERY (1937)
 BM0985
 BM0985'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0985'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 BM0985
 BM0985                          STATION RECOVERY (1954)
 BM0985
 BM0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0985'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 BM0985'FOUND IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED AT THIS
 BM0985'TIME AS THE PROPERTY IS NOW IN THE ACT OF LITIGATION.  THE
 BM0985'ADMINISTRATOR FOR THE ESTATE IS IN KANSAS CITY, MISSOURI.
 BM0985'THE NEXT IN AUTHORITY IS IN NEW YORK CITY.  PERMISSION TO ENTER
 BM0985'THE STATION AREA FOR BUILDING PURPOSES COULD NOT BE OBTAINED
 BM0985'LOCALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1807 ***********************************************************************
 AH1807  DESIGNATION -  DEWEES ET
 AH1807  PID         -  AH1807
 AH1807  STATE/COUNTY-  TX/WILSON
 AH1807  USGS QUAD   -  THREE OAKS (1961)
 AH1807
 AH1807                         *CURRENT SURVEY CONTROL
 AH1807  ___________________________________________________________________
 AH1807* NAD 83(1993)-  28 59 19.91436(N)    098 13 59.21457(W)     ADJUSTED  
 AH1807* NAVD 88     -       120.70   (+/-2cm)     396.0    (feet)  VERTCON   
 AH1807  ___________________________________________________________________
 AH1807  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AH1807  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AH1807
 AH1807  HORZ ORDER  -  THIRD
 AH1807  VERT ORDER  -  THIRD ? (See Below)
 AH1807
 AH1807.The horizontal coordinates were established by classical geodetic methods
 AH1807.and adjusted by the National Geodetic Survey in July 1998..
 AH1807
 AH1807.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1807.The vertical order pertains to the NGVD 29 superseded value.
 AH1807
 AH1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1807
 AH1807.The geoid height was determined by GEOID03.
 AH1807
 AH1807;                    North         East     Units Scale Factor Converg.
 AH1807;SPC TXSC     - 4,128,309.244   674,723.027   MT  0.99988136   +0 22 32.5
 AH1807;SPC TXSC     -13,544,294.58  2,213,653.80   sFT  0.99988136   +0 22 32.5
 AH1807;UTM  14      - 3,206,994.267   574,703.727   MT  0.99966886   +0 22 18.0
 AH1807
 AH1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1807!SPC TXSC     -   0.99998508  x   0.99988136  =   0.99986644
 AH1807!UTM  14      -   0.99998508  x   0.99966886  =   0.99965394
 AH1807
 AH1807                          SUPERSEDED SURVEY CONTROL
 AH1807
 AH1807  NGVD 29 (07/28/98)  120.65   (m)          395.8    (f) LEVELING    3  
 AH1807
 AH1807.Superseded values are not recommended for survey control.
 AH1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1807.See file dsdata.txt to determine how the superseded data were derived.
 AH1807
 AH1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7470406994(NAD 83)
 AH1807_MARKER: DS = TRIANGULATION STATION DISK
 AH1807_PROJECTION: FLUSH
 AH1807
 AH1807  HISTORY     - Date     Condition        Report By
 AH1807  HISTORY     - 1960     MONUMENTED       USGS
 AH1807
 AH1807                          STATION DESCRIPTION
 AH1807
 AH1807'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1807'STATION IS LOCATED ABOUT 10 MI. (AIRLINE) S. AND ABOUT 5 MI. W. OF
 AH1807'FLORESVILLE, TEXAS, AND 9.5 MI. W. OF POTH, TEXAS, ON STATE FARM ROAD
 AH1807'541, 4 MI. SW. OF DEWEES, TEXAS.  STATION IS 36.5 FT. S. OF CENTERLINE
 AH1807'OF RD. AND 2.8 FT. N. OF A FENCE.
 AH1807'TO REACH FROM POST OFFICE IN FLORESVILLE, TEXAS, PROCEED SE. ON SECOND
 AH1807'STREET FOR 0.1 MI. (ONE BLOCK) TO --D-- STREET.  TURN LEFT AND PROCEED
 AH1807'0.05 MI. (ONE BLOCK) TO THIRD STREET WHICH IS STATE HIGHWAY 181 LOOP.
 AH1807'TURN RIGHT AND PROCEED SE. FOR 0.45 MI. TO INTERSECTION WITH STATE
 AH1807'HIGHWAY 97.  TURN RIGHT (SW.) AND PROCEED 4.2 MI. TO INTERSECTION WITH
 AH1807'FARM ROAD 1344.  TURN LEFT (S.) AND PROCEED 5.45 MI. TO INTERSECTION
 AH1807'WITH FARM ROAD 541.  TURN RIGHT AND PROCEED 3.45 MI. TO STATION ON
 AH1807'LEFT.
 AH1807'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST, STAMPED---
 AH1807'---DEWEES ET 1960--- AND PROJECTING 0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1269 ***********************************************************************
 DN1269  DESIGNATION -  DEXTER
 DN1269  PID         -  DN1269
 DN1269  STATE/COUNTY-  TX/COOKE
 DN1269  USGS QUAD   -  DEXTER (1982)
 DN1269
 DN1269                         *CURRENT SURVEY CONTROL
 DN1269  ___________________________________________________________________
 DN1269* NAD 83(1993)-  33 49 13.85664(N)    096 57 10.57342(W)     ADJUSTED  
 DN1269* NAVD 88     -       263.39   (+/-2cm)     864.1    (feet)  VERTCON   
 DN1269  ___________________________________________________________________
 DN1269  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DN1269  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DN1269
 DN1269  HORZ ORDER  -  FIRST
 DN1269  VERT ORDER  -  THIRD ? (See Below)
 DN1269
 DN1269.The horizontal coordinates were established by classical geodetic methods
 DN1269.and adjusted by the National Geodetic Survey in February 1996..
 DN1269
 DN1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1269.The vertical order pertains to the NGVD 29 superseded value.
 DN1269
 DN1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1269
 DN1269.The geoid height was determined by GEOID03.
 DN1269
 DN1269;                    North         East     Units Scale Factor Converg.
 DN1269;SPC TXNC     - 2,239,903.263   743,214.432   MT  0.99996251   +0 50 37.5
 DN1269;SPC TXNC     - 7,348,749.29  2,438,362.68   sFT  0.99996251   +0 50 37.5
 DN1269;UTM  14      - 3,744,139.626   689,453.948   MT  1.00004249   +1 08 23.0
 DN1269
 DN1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1269!SPC TXNC     -   0.99996274  x   0.99996251  =   0.99992525
 DN1269!UTM  14      -   0.99996274  x   1.00004249  =   1.00000523
 DN1269
 DN1269|---------------------------------------------------------------------|
 DN1269| PID    Reference Object                     Distance      Geod. Az  |
 DN1269|                                                           dddmmss.s |
 DN1269| CX9458 DEXTER RM 1                          19.666 METERS 14155     |
 DN1269| CX9457 DEXTER AZ MK                                       1803153.4 |
 DN1269| CX9459 DEXTER RM 2                          24.951 METERS 22500     |
 DN1269| DN1292 BEND                                APPROX.21.2 KM 2361042.4 |
 DN1269| DN1275 AIRWAY BCN 7 ESE OF MARIETTA        APPROX.18.5 KM 3094308.7 |
 DN1269| DN1273 MARIETTA ATT CO RELAY TOWER         APPROX.17.5 KM 3121025.4 |
 DN1269|---------------------------------------------------------------------|
 DN1269
 DN1269                          SUPERSEDED SURVEY CONTROL
 DN1269
 DN1269  NAD 83(1993)-  33 49 13.85673(N)    096 57 10.57293(W) AD(       ) 1
 DN1269  NAD 83(1986)-  33 49 13.86173(N)    096 57 10.56446(W) AD(       ) 1
 DN1269  NAD 27      -  33 49 13.48910(N)    096 57 09.54220(W) AD(       ) 1
 DN1269  NGVD 29 (07/19/86)  263.34   (m)          864.0    (f) LEVELING    3  
 DN1269
 DN1269.Superseded values are not recommended for survey control.
 DN1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1269.See file dsdata.txt to determine how the superseded data were derived.
 DN1269
 DN1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC8945444140(NAD 83)
 DN1269_MARKER: Z = SEE DESCRIPTION
 DN1269_SETTING: 0 = UNSPECIFIED SETTING
 DN1269
 DN1269  HISTORY     - Date     Condition        Report By
 DN1269  HISTORY     - 1955     MONUMENTED       USGS
 DN1269  HISTORY     - 1957     GOOD             CGS
 DN1269  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN1269
 DN1269                          STATION DESCRIPTION
 DN1269
 DN1269'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (RLE)
 DN1269'THE STATION IS LOCATED ON THE SUMMIT OF A PARTLY WOODED HILL
 DN1269'ABOUT 13 MILES SOUTHEAST OF MARIETTA, OKLAHOMA, 9 MILES SOUTH
 DN1269'OF LAKE TEXOMA AND 1/2 MILE EAST OF THE VILLAGE OF DEXTER,
 DN1269'TEXAS.  IT IS AN OLD UNITED STATES GEOLOGICAL SURVEY STATION
 DN1269'MARKED BY A MARBLE POST.  THE STATION MARK DISK WAS FOUND TO
 DN1269'HAVE BEEN BROKEN OFF, BUT THE STEM WAS FOUND TO BE SECURELY
 DN1269'CEMENTED IN THE DRILL HOLE AND WAS USED AS THE STATION.  IT
 DN1269'IS 57.5 FEET WEST OF A NORTH-SOUTH FENCE AND 60 FEET NORTH OF
 DN1269'THE SOUTH EDGE OF THE TIMBER, IS SET FLUSH WITH THE SURFACE
 DN1269'OF THE GROUND AND HAS NO STAMPING.
 DN1269'
 DN1269'REFERENCE MARK NO. 1 IS LOCATED AT THE SOUTH EDGE OF THE TIMBER
 DN1269'AND 16 FEET WEST OF A FENCE.  IT IS SET FLUSH WITH THE SURFACE
 DN1269'OF THE GROUND AND THE DISK IS STAMPED DEXTER NO 1 1955.
 DN1269'
 DN1269'REFERENCE MARK NO. 2 IS LOCATED AT THE SOUTH EDGE OF THE
 DN1269'TIMBER, IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE
 DN1269'DISK IS STAMPED DEXTER NO 2 1955.
 DN1269'
 DN1269'THE AZIMUTH MARK IS 2 FEET NORTHWEST OF A FENCE CORNER POST,
 DN1269'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 DN1269'STAMPED DEXTER 1955.
 DN1269'
 DN1269'TO REACH THE STATION FROM GAINSVILLE, TEXAS, GO EAST ON U.S.
 DN1269'HIGHWAY NO. 82 FOR 8.0 MILES TO FARM ROAD NO. 1203 ON THE
 DN1269'LEFT.  TURN LEFT AND CONTINUE NORTH FOR 14.0 MILES TO THE
 DN1269'VILLAGE OF DEXTER.  DRIVE EAST FROM DEXTER ON A BLADED ROAD
 DN1269'FOR 0.1 MILE TO A Y-FORK.  KEEP RIGHT FORK AND CONTINUE
 DN1269'EAST-SOUTHEAST FOR 0.4 MILE TO A GATE ON THE LEFT.  TURN
 DN1269'LEFT.  PASS THROUGH GATE, AND DRIVE NORTH ON A TRACK ROAD
 DN1269'FOR 0.15 MILE TO A FENCE CORNER AND THE AZIMUTH MARK ON THE
 DN1269'RIGHT.  CONTINUE NORTH ON A TRACK ROAD FOR 0.15 MILE TO THE
 DN1269'EDGE OF THE TIMBER AND THE STATION AS DESCRIBED.
 DN1269'
 DN1269'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1269
 DN1269                          STATION RECOVERY (1957)
 DN1269
 DN1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1269'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION
 DN1269'AS DESCRIBED.
 DN1269'
 DN1269'TO REACH THE STATION FROM THE ROAD NORTH AND COLLUMS GROCERY
 DN1269'IN THE TOWN OF DEXTER, GO EAST FOR 0.07 MILE TO T ROAD SOUTH,
 DN1269'CONTINUE EAST FOR 0.08 MILES TO FORK IN ROAD.  BEAR RIGHT AND GO
 DN1269'EAST FOR 0.46 MILE TO WIRE GAP ON LEFT.  TURN LEFT THROUGH GAP
 DN1269'AND GO NORTH ON TRACK ROAD FOR 0.22 MILES TO FENCE CORNER
 DN1269'AND AZIMUTH ON THE RIGHT.  CONTINUE NORTH ON TRACK ROAD AND
 DN1269'ALONG FENCE LINE FOR 0.18 MILE TO EDGE OF WOODS AND STATION.
 DN1269
 DN1269                          STATION RECOVERY (1995)
 DN1269
 DN1269'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6738 ***********************************************************************
 AB6738  DESIGNATION -  DFW E
 AB6738  PID         -  AB6738
 AB6738  STATE/COUNTY-  TX/TARRANT
 AB6738  USGS QUAD   -  GRAPEVINE (1981)
 AB6738
 AB6738                         *CURRENT SURVEY CONTROL
 AB6738  ___________________________________________________________________
 AB6738* NAD 83(1993)-  32 53 30.59483(N)    097 03 48.99422(W)     ADJUSTED  
 AB6738* NAVD 88     -       175.7    (meters)     576.     (feet)  GPS OBS   
 AB6738  ___________________________________________________________________
 AB6738  X           -    -659,263.738 (meters)                     COMP
 AB6738  Y           -  -5,320,433.956 (meters)                     COMP
 AB6738  Z           -   3,443,972.246 (meters)                     COMP
 AB6738  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 AB6738  ELLIP HEIGHT-         148.50  (meters)          (07/02/01) GPS OBS
 AB6738  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AB6738
 AB6738  HORZ ORDER  -  FIRST
 AB6738  ELLP ORDER  -  FOURTH    CLASS I
 AB6738
 AB6738.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 AB6738
 AB6738.The horizontal coordinates were established by GPS observations
 AB6738.and adjusted by the National Geodetic Survey in September 1996..
 AB6738
 AB6738.The orthometric height was determined by GPS observations and a
 AB6738.high-resolution geoid model.
 AB6738
 AB6738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6738
 AB6738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6738
 AB6738.The ellipsoidal height was determined by GPS observations
 AB6738.and is referenced to NAD 83.
 AB6738
 AB6738.The geoid height was determined by GEOID03.
 AB6738
 AB6738;                    North         East     Units Scale Factor Converg.
 AB6738;SPC TXNC     - 2,136,776.868   734,378.080   MT  0.99987649   +0 47 00.2
 AB6738;SPC TXNC     - 7,010,408.77  2,409,372.08   sFT  0.99987649   +0 47 00.2
 AB6738;UTM  14      - 3,640,958.019   681,124.190   MT  1.00000452   +1 03 06.7
 AB6738
 AB6738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6738!SPC TXNC     -   0.99997669  x   0.99987649  =   0.99985318
 AB6738!UTM  14      -   0.99997669  x   1.00000452  =   0.99998121
 AB6738
 AB6738                          SUPERSEDED SURVEY CONTROL
 AB6738
 AB6738  ELLIP H (09/10/96)  148.62   (m)                       GP(       ) 4 1
 AB6738
 AB6738.Superseded values are not recommended for survey control.
 AB6738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6738.See file dsdata.txt to determine how the superseded data were derived.
 AB6738
 AB6738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8112440958(NAD 83)
 AB6738_MARKER: DD = SURVEY DISK
 AB6738_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB6738_SP_SET: CONCRETE ELECTRICAL VAULT
 AB6738_STAMPING: DFW E 1986
 AB6738_MARK LOGO: NGS   
 AB6738_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6738+STABILITY: SURFACE MOTION
 AB6738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6738+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AB6738
 AB6738  HISTORY     - Date     Condition        Report By
 AB6738  HISTORY     - 1986     MONUMENTED       NGS
 AB6738  HISTORY     - 19920615 GOOD             NGS
 AB6738
 AB6738                          STATION DESCRIPTION
 AB6738
 AB6738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (JWB)
 AB6738'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) NORTHEAST OF FORT WORTH,
 AB6738'16 KM (9.95 MI) NORTHWEST OF DALLAS, AND 3 KM (1.85 MI) NORTH OF
 AB6738'IRVING, NEAR THE APPROACH END OF RUNWAY 31L, IN THE MEDIAN BETWEEN THE
 AB6738'RUNWAY AND THE PARALLEL TAXIWAY.  OWNERSHIP..DALLAS FORT WORTH
 AB6738'INTERNATIONAL AIRPORT, P.O.  DRAWER 75261, DALLAS FORT WORTH AIRPORT,
 AB6738'TX 75261.  CONTACT BILL SHANNON OF OPERATIONS AT 214-574-8959 OR RICK
 AB6738'PADDOCK AT 214-574-8735 TO ARRANGE FOR AN ESCORT TO THIS STATION. THE
 AB6738'STATION IS LOCATED ON THE EAST SIDE OF THE APPROACH END OF RUNWAY 31L
 AB6738'AND IS 577.6 FT (176.1 M) NORTH OF RUNWAY END 31L, 220.2 FT (67.1 M)
 AB6738'NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 31L, 267.6 FT (81.6 M)
 AB6738'SOUTHWEST OF THE SOUTHWEST EDGE OF THE PARALLEL TAXIWAY, 146.3 FT
 AB6738'(44.6 M) NORTHWEST OF THE NORTHWEST EDGE OF THE CONNECTING TAXIWAY,
 AB6738'AND 45.5 FT (13.9 M) NORTHEAST OF THE CENTER OF A STORM DRAIN.  THE
 AB6738'STATION IS A PUNCH MARK AND NAME DFW E 1986 STAMPED INTO THE STEEL
 AB6738'FRAME AROUND STEEL COVER ON TOP OF A 6X9 FOOT CONCRETE ELECTRICAL
 AB6738'VAULT.  THE STATION IS ON THE SOUTHEAST SIDE OF THE FRAME, 2.33 FT
 AB6738'(0.71 M) NORTHEAST OF THE SOUTH CORNER, AND 1.17 FT (0.36 M) SOUTHWEST
 AB6738'OF THE EAST CORNER OF THE STEEL FRAME.
 AB6738
 AB6738                          STATION RECOVERY (1992)
 AB6738
 AB6738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AB6738'THE STATION IS LOCATED 577.63 FT (176.06 M) NORTH OF RUNWAY END 31L,
 AB6738'220.2 FT (67.1 M) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 31L, 267.6
 AB6738'FT (81.6 M) SOUTHWEST OF THE SOUTHWEST EDGE OF TAXIWAY, 146.3 FT (44.6
 AB6738'M) NORTHWEST OF THE NORTHWEST EDGE OF TAXIWAY AND 45.5 FT (13.9 M)
 AB6738'NORTHEAST OF THE CENTER OF STORM DRAIN.  THE STATION IS A PUNCH MARK
 AB6738'AND NAME DFW E 1986 STAMPED INTO THE STEEL FRAME AROUND STEEL COVER ON
 AB6738'TOP OF 6 FOOT (1.8 M) X 9 FOOT (2.7 M) CONCRETE ELECTRICAL VAULT.  THE
 AB6738'STATION IS ON SOUTHEAST SIDE OF FRAME 2.33 FT (0.71 M) NE OF SOUTH
 AB6738'CORNER AND 1.17 FT (0.36 M) SW OF EAST CORNER OF STEEL FRAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9693 ***********************************************************************
 AD9693  SACS        -  This is a Secondary Airport Control Station.
 AD9693  DESIGNATION -  DHT A
 AD9693  PID         -  AD9693
 AD9693  STATE/COUNTY-  TX/HARTLEY
 AD9693  USGS QUAD   -  DALHART WEST (1973)
 AD9693
 AD9693                         *CURRENT SURVEY CONTROL
 AD9693  ___________________________________________________________________
 AD9693* NAD 83(1993)-  36 02 02.93221(N)    102 32 49.54832(W)     ADJUSTED  
 AD9693* NAVD 88     -      1215.97   (meters)    3989.4    (feet)  GPS OBS   
 AD9693  ___________________________________________________________________
 AD9693  X           -  -1,121,997.411 (meters)                     COMP
 AD9693  Y           -  -5,041,388.659 (meters)                     COMP
 AD9693  Z           -   3,731,957.161 (meters)                     COMP
 AD9693  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 AD9693  ELLIP HEIGHT-        1191.24  (meters)          (07/31/97) GPS OBS
 AD9693  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AD9693
 AD9693  HORZ ORDER  -  FIRST
 AD9693  ELLP ORDER  -  FOURTH    CLASS II
 AD9693
 AD9693.This mark is at Dalhart Muni (DHT) Airport (DHT)
 AD9693
 AD9693.The horizontal coordinates were established by GPS observations
 AD9693.and adjusted by the National Geodetic Survey in July 1997..
 AD9693
 AD9693.The orthometric height was determined by GPS observations and a
 AD9693.high-resolution geoid model.
 AD9693
 AD9693.GPS derived orthometric heights for airport stations designated as
 AD9693.PACS or SACS are published to 2 decimal places.  This maintains
 AD9693.centimeter relative accuracy between the PACS and SACS.  It does
 AD9693.not indicate centimeter accuracy relative to other marks which are
 AD9693.part of the NAVD 88 network.
 AD9693
 AD9693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9693
 AD9693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9693
 AD9693.The ellipsoidal height was determined by GPS observations
 AD9693.and is referenced to NAD 83.
 AD9693
 AD9693.The geoid height was determined by GEOID03.
 AD9693
 AD9693;                    North         East     Units Scale Factor Converg.
 AD9693;SPC TX N     - 1,226,167.085   105,635.340   MT  0.99996861   -0 36 24.6
 AD9693;SPC TX N     - 4,022,849.84    346,571.94   sFT  0.99996861   -0 36 24.6
 AD9693;UTM  13      - 3,990,519.830   720,999.956   MT  1.00020185   +1 26 36.8
 AD9693
 AD9693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9693!SPC TX N     -   0.99981307  x   0.99996861  =   0.99978169
 AD9693!UTM  13      -   0.99981307  x   1.00020185  =   1.00001488
 AD9693
 AD9693|---------------------------------------------------------------------|
 AD9693| PID    Reference Object                     Distance      Geod. Az  |
 AD9693|                                                           dddmmss.s |
 AD9693| GL1527 ARONICA AZ MK 2                     376.580 METERS 25447     |
 AD9693|---------------------------------------------------------------------|
 AD9693
 AD9693                          SUPERSEDED SURVEY CONTROL
 AD9693
 AD9693.No superseded survey control is available for this station.
 AD9693
 AD9693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2100090520(NAD 83)
 AD9693_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9693_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD9693+WITH SETTING: PAVEMENT
 AD9693_SP_SET: CONCRETE APRON
 AD9693_STAMPING: DHT A 1995
 AD9693_MARK LOGO: NGS   
 AD9693_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9693+STABILITY: SURFACE MOTION
 AD9693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9693+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9693
 AD9693  HISTORY     - Date     Condition        Report By
 AD9693  HISTORY     - 1995     MONUMENTED       NGS
 AD9693
 AD9693                          STATION DESCRIPTION
 AD9693
 AD9693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9693'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTH OF DALHART, AT THE
 AD9693'DALHART MUNICIPAL AIRPORT.  NEAR THE NORTH SIDE OF THE CONNECTOR AND
 AD9693'TAXI WEST OF RUNWAY END 17.  OWNERSHIP--CITY OF DALHART, P.O.  BOX
 AD9693'1871, DALHART, TX.  79022.  AIRPORT MANAGER GEORGE BRIANT, PHONE
 AD9693'806-249-5511.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AD9693'87, 87 BUSINESS, 287, 385 AND 54 IN DALHART.  GO WEST, THEN SOUTH,
 AD9693'THEN WEST 3.68 KM (2.30 MI) ON HIGHWAY 54 TO A PAVED ROAD LEFT.  TURN
 AD9693'LEFT, SOUTH, 1.2 KM (0.75 MI) ON FARM ROAD 3139 TO A FORK.  BEAR
 AD9693'RIGHT, WEST, 0.2 KM (0.10 MI) TO A ROAD LEFT.  TURN LEFT, SOUTH, 0.3
 AD9693'KM (0.20 MI) TO A STREET LEFT.  TURN LEFT, EASTERLY, 0.39 KM (0.25 MI)
 AD9693'ALONG ROAD, ACROSS APRON TO THE NORTH SIDE OF THE CONNECTOR AND THE
 AD9693'STATION ON THE LEFT, WEST OF THE HOLD BAR.  STATION IS SET IN THE
 AD9693'CONCRETE CONNECTOR, APRON, 21.6 M (70.9 FT) NORTH OF THE APRON CENTER,
 AD9693'13.4 M (44.0 FT) WEST OF THE MOST WEST SOLID PAINTED ILS HOLD BAR, AND
 AD9693'1.4 M (4.6 FT) SOUTH OF THE NORTH EDGE OF THE APRON.  NOTE--THIS
 AD9693'STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1513 ***********************************************************************
 AH1513  DESIGNATION -  DIABLO
 AH1513  PID         -  AH1513
 AH1513  STATE/COUNTY-  TX/KENEDY
 AH1513  USGS QUAD   -  LA PARRA RANCH NE (1975)
 AH1513
 AH1513                         *CURRENT SURVEY CONTROL
 AH1513  ___________________________________________________________________
 AH1513* NAD 83(1993)-  27 09 04.39440(N)    097 35 44.23379(W)     ADJUSTED  
 AH1513* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1513  ___________________________________________________________________
 AH1513  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 AH1513  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AH1513
 AH1513  HORZ ORDER  -  SECOND
 AH1513
 AH1513.The horizontal coordinates were established by classical geodetic methods
 AH1513.and adjusted by the National Geodetic Survey in February 1996..
 AH1513
 AH1513.The orthometric height was scaled from a topographic map.
 AH1513
 AH1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1513
 AH1513.The geoid height was determined by GEOID03.
 AH1513
 AH1513;                    North         East     Units Scale Factor Converg.
 AH1513;SPC TX S     - 5,164,797.304   389,633.813   MT  0.99989821   +0 24 38.1
 AH1513;SPC TX S     -16,944,839.15  1,278,323.60   sFT  0.99989821   +0 24 38.1
 AH1513;UTM  14      - 3,003,962.867   639,157.101   MT  0.99983905   +0 38 27.5
 AH1513
 AH1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1513!SPC TX S     -   1.00000313  x   0.99989821  =   0.99990134
 AH1513!UTM  14      -   1.00000313  x   0.99983905  =   0.99984218
 AH1513
 AH1513|---------------------------------------------------------------------|
 AH1513| PID    Reference Object                     Distance      Geod. Az  |
 AH1513|                                                           dddmmss.s |
 AH1513| CV3112 DIABLO RM 1                          33.656 METERS 18220     |
 AH1513| CV3111 DIABLO AZ MK                                       2793841.7 |
 AH1513| CV3113 DIABLO RM 2                          36.427 METERS 28201     |
 AH1513|---------------------------------------------------------------------|
 AH1513
 AH1513                          SUPERSEDED SURVEY CONTROL
 AH1513
 AH1513  NAD 83(1986)-  27 09 04.41263(N)    097 35 44.21040(W) AD(       ) 2
 AH1513  NAD 27      -  27 09 03.24200(N)    097 35 43.24000(W) AD(       ) 2
 AH1513
 AH1513.Superseded values are not recommended for survey control.
 AH1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1513.See file dsdata.txt to determine how the superseded data were derived.
 AH1513
 AH1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3915703963(NAD 83)
 AH1513_MARKER: DS = TRIANGULATION STATION DISK
 AH1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1513_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1513
 AH1513  HISTORY     - Date     Condition        Report By
 AH1513  HISTORY     - 1949     MONUMENTED       CGS
 AH1513  HISTORY     - 1949     GOOD             CGS
 AH1513
 AH1513                          STATION DESCRIPTION
 AH1513
 AH1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1513'THE STATION IS LOCATED ABOUT 13 MILES EAST-SOUTHEAST OF
 AH1513'SARITA, ABOUT 7-1/2 MILES SOUTHEAST OF THE KENEDY RANCH
 AH1513'HOUSE, ABOUT 6 MILES SOUTH OF BAFFIN BAY, AND ABOUT 0.35
 AH1513'MILE EAST OF THE DIABLO FLOWING WELL.  IT IS NEAR A SMALL
 AH1513'GROUP OF TREES, ON THE SOUTHWEST SLOPE OF A SANDY MOUND, AND
 AH1513'23.5 FEET SOUTHWEST OF A TRIANGULAR BLAZED TREE.  IT IS STAMPED
 AH1513'DIABLO 1949 AND PROJECTS 4 INCHES.
 AH1513'
 AH1513'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION.
 AH1513'IT IS STAMPED DIABLO NO 1 1949 AND PROJECTS 5 INCHES.
 AH1513'
 AH1513'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 AH1513'IT IS STAMPED DIABLO NO 2 1949 AND PROJECTS 4 INCHES.
 AH1513'
 AH1513'THE AZIMUTH MARK IS LOCATED 0.35 MILE WEST OF THE STATION,
 AH1513'4 FEET NORTH OF THE NORTH END OF A WOODEN GATE, 1 FOOT EAST
 AH1513'OF THE FENCE, AND 1 FOOT NORTH OF A WITNESS POST.  IT IS
 AH1513'STAMPED DIABLO 1949 AND PROJECTS 3 INCHES.
 AH1513'
 AH1513'TO REACH THE STATION FROM THE CROSSROAD JUST EAST OF THE
 AH1513'STORE IN SARITA, GO EAST ON THE RANCH ROAD FOR 2.45 MILE
 AH1513'TO A GATE, CONTINUE EAST FOR 3.2 MILE TO A FORK WEST OF THE
 AH1513'RANCH HOUSE, TAKE LEFT FORK FOR 0.35 MILE TO A GATE, PASS
 AH1513'THROUGH GATE AND CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO
 AH1513'GATE, PASS THROUGH GATE AND CONTINUE FOR 0.25 MILE TO A T-ROAD
 AH1513'RIGHT, TURN RIGHT AND GO 0.15 MILE TO GATE, PASS THROUGH
 AH1513'GATE AND GO 0.4 MILE TO GATE, PASS THROUGH GATE AND GO 0.45
 AH1513'MILE TO GATE, PASS THROUGH GATE AND TURN LEFT ALONG FENCE
 AH1513'ON GRADED ROAD AND FOLLOW THIS ROAD FOR 1.9 MILES TO A GATE,
 AH1513'PASS THROUGH GATE AND CONTINUE 1.25 MILES TO A WIRE GATE,
 AH1513'PASS THROUGH GATE AND CONTINUE 0.25 MILE TO A FLOWING WELL
 AH1513'ON THE LEFT, CONTINUE 0.5 MILE TO A GATE, PASS THROUGH
 AH1513'GATE AND CONTINUE 1.15 MILES TO END OF GRADED ROAD AT
 AH1513'MESQUITE PENS.  TURN RIGHT ALONG PENS FOR ABOUT 100
 AH1513'YARDS TO A GATE, TURN LEFT THROUGH GATE AND GO 0.05 MILE
 AH1513'TO ANOTHER GATE, PASS THROUGH GATE AND TAKE RIGHT FORK
 AH1513'AND GO 0.65 MILE TO FORK, TAKE LEFT FORK AND FOLLOW MAIN
 AH1513'TRAVELED ROAD FOR 1.45 MILES TO A GATE (TRIANGLE BLAZE ON GATE
 AH1513'POST), PASS THROUGH GATE AND CONTINUE 0.15 MILE TO A GATE
 AH1513'ON THE RIGHT, (THE DIABLO FLOWING WELL IS AHEAD ABOUT 0.1
 AH1513'MILE) TURN RIGHT THROUGH GATE AND CONTINUE 0.35 MILE TO
 AH1513'A GATE, PASS THROUGH GATE AND GO 0.1 MILE TO THE SANDY
 AH1513'MOUND AND THE STATION AS DESCRIBED.  THE AZIMUTH MARK IS AT THE
 AH1513'GATE ABOUT 0.1 MILE SOUTH OF THE FLOWING WELL.
 AH1513'
 AH1513'A 4 FOOT SIGNAL AT SARITA 1913 IS VISIBLE AT 64 FEET.
 AH1513'
 AH1513'A 100 FOOT SIGNAL AT CRAWFORD 2 1912 IS VISIBLE AT 64 FEET.
 AH1513'
 AH1513'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AH1513
 AH1513                          STATION RECOVERY (1949)
 AH1513
 AH1513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1513'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED IN GOOD
 AH1513'CONDITION.  DESCRIPTION OF R.L.E. 1949 BELIEVED ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0964 ***********************************************************************
 CD0964  DESIGNATION -  DIABLO
 CD0964  PID         -  CD0964
 CD0964  STATE/COUNTY-  TX/HUDSPETH
 CD0964  USGS QUAD   -  SHEEP PEAK (1964)
 CD0964
 CD0964                         *CURRENT SURVEY CONTROL
 CD0964  ___________________________________________________________________
 CD0964* NAD 83(1993)-  31 11 52.90035(N)    104 54 51.95522(W)     ADJUSTED  
 CD0964* NAVD 88     -      1987.6    (meters)    6521.     (feet)  VERTCON   
 CD0964  ___________________________________________________________________
 CD0964  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 CD0964  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 CD0964
 CD0964  HORZ ORDER  -  FIRST
 CD0964
 CD0964.The horizontal coordinates were established by classical geodetic methods
 CD0964.and adjusted by the National Geodetic Survey in February 1996..
 CD0964
 CD0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0964
 CD0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0964
 CD0964.The geoid height was determined by GEOID03.
 CD0964
 CD0964;                    North         East     Units Scale Factor Converg.
 CD0964;SPC TX C     - 3,178,747.459   263,564.736   MT  0.99988761   -2 21 34.3
 CD0964;SPC TX C     -10,428,940.62    864,711.97   sFT  0.99988761   -2 21 34.3
 CD0964;UTM  13      - 3,451,551.886   508,151.911   MT  0.99960082   +0 02 39.6
 CD0964
 CD0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0964!SPC TX C     -   0.99969152  x   0.99988761  =   0.99957917
 CD0964!UTM  13      -   0.99969152  x   0.99960082  =   0.99929247
 CD0964
 CD0964|---------------------------------------------------------------------|
 CD0964| PID    Reference Object                     Distance      Geod. Az  |
 CD0964|                                                           dddmmss.s |
 CD0964| CH8789 DIABLO RM 1                           7.814 METERS 05347     |
 CD0964| CH8788 DIABLO RM                             7.820 METERS 05416     |
 CD0964| CD0963 DIABLO CAIRN                          3.280 METERS 07634     |
 CD0964| CD0943 BORACHO SECTION HOUSE               APPROX.51.9 KM 1044938.7 |
 CD0964| CH8787 DIABLO AZ MK                                       1385934.1 |
 CD0964| CH8790 DIABLO RM 2                          18.473 METERS 34649     |
 CD0964|---------------------------------------------------------------------|
 CD0964
 CD0964                          SUPERSEDED SURVEY CONTROL
 CD0964
 CD0964  NAD 83(1986)-  31 11 52.90257(N)    104 54 51.95298(W) AD(       ) 1
 CD0964  NAD 27      -  31 11 52.43200(N)    104 54 50.16000(W) AD(       ) 1
 CD0964  NGVD 29 (07/19/86) 1987.0    (m)         6519.     (f) VERT ANG       
 CD0964
 CD0964.Superseded values are not recommended for survey control.
 CD0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0964.See file dsdata.txt to determine how the superseded data were derived.
 CD0964
 CD0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ0815251552(NAD 83)
 CD0964_MARKER: DD = SURVEY DISK
 CD0964_SETTING: 66 = SET IN ROCK OUTCROP
 CD0964
 CD0964  HISTORY     - Date     Condition        Report By
 CD0964  HISTORY     - 1909     MONUMENTED       CGS
 CD0964  HISTORY     - 1934     GOOD             CGS
 CD0964  HISTORY     - 1937     GOOD             CGS
 CD0964  HISTORY     - 1943     GOOD             CGS
 CD0964  HISTORY     - 1963     GOOD             USGS
 CD0964
 CD0964                          STATION DESCRIPTION
 CD0964
 CD0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CD0964'ABOUT 12 MILES N BY W OF VAN HORN, 9-1/2 MILES DIRECT, OR 13
 CD0964'MILES BY ROAD N BY E FROM ALLAMORE, A STATION ON THE TEXAS AND
 CD0964'PACIFIC RAILWAY, ABOUT 2 MILES N BY W OF THE HAZEL MINE, 2 MILES
 CD0964'W OF STATE HIGHWAY 54, ON E HIGHEST ONE OF TWO PEAKS NEAR
 CD0964'S END OF DIABLO MOUNTAINS.
 CD0964'
 CD0964'STATION IS 27 FEET W OF E EDGE OF HILL, MARKED BY BRONZE STATION
 CD0964'DISK IN BEDROCK, NOTE 2.
 CD0964'
 CD0964'REFERENCE MARK OF DIABLO (U.S.G.S.) CAIRN, CROSS CUT IN LEDGE OF
 CD0964'ROCK, IS 7.83 METERS (25.7 FEET) FROM STATION.
 CD0964'IN 1934, TWO NEW REFERENCE MARKS, BRONZE
 CD0964'REFERENCE DISKS IN BEDROCK, WERE ESTABLISHED.  REFERENCE
 CD0964'MARK 1, VERY NEAR AND PROBABLY IDENTICAL WITH OLD REFERENCE
 CD0964'MARK, CROSS CUT IN ROCK MENTIONED ABOVE, IS 16.6 FEET NE OF
 CD0964'CENTER OF DIABLO (U.S.G.S.) CAIRN, AND 25.75 FEET FROM STATION
 CD0964'
 CD0964'REFERENCE MARK 2 IS 61.8 FEET NW OF CAIRN AND 60.65 FEET FROM
 CD0964'STATION.
 CD0964'
 CD0964'DIABLO (U.S.G.S.) CAIRN IS 3.28 METERS (10.8 FEET) FROM STATION.
 CD0964
 CD0964                          STATION RECOVERY (1937)
 CD0964
 CD0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CD0964'STATION RECOVERED.  MARKS, INCLUDING REFERENCE MARKS SET IN
 CD0964'1934, IN GOOD CONDITION.  IT IS 3.3 METERS W OF LARGE CAIRN.
 CD0964'
 CD0964'REFERENCE MARK 1 1934 IS A BRONZE DISK IN ROCK ABOUT 5 METERS
 CD0964'NE OF CAIRN.
 CD0964'
 CD0964'REFERENCE MARK 2 1934 IS A BRONZE DISK IN ROCK 20 PACES NW OF
 CD0964'CAIRN.
 CD0964'
 CD0964'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A ROCK LEDGE AT
 CD0964'NW END OF SUMMIT OF FIRST KNOB ON SE END OF RIDGE, WHICH IS THE
 CD0964'THIRD AND MOST DISTANT KNOB ON THE MAIN RIDGE TO SE VISIBLE
 CD0964'FROM STATION.  MARK IS ABOUT 50 YARDS NW FROM EXTREME SE END
 CD0964'OF RIDGE, AND 1/2 MILE FROM STATION.  STAMPED DIABLO 1909 1937.
 CD0964'
 CD0964'REACHED FROM VAN HORN BY STATE HIGHWAY 54 N 11.0 MILES TO A ROAD
 CD0964'TURNING LEFT, W, JUST S OF A CATTLE GUARD, AT SIGN HAZEL SILVER
 CD0964'MINE 4 MILES.  THERE IS A SIMILAR SIGN IN WASH 1/4 MILE TO S.
 CD0964'BOTH ROADS LEAD W 1.5 MILES TO THE B BAR RANCH.  FROM RANCH
 CD0964'BEAR RIGHT THROUGH GATE AND FOLLOW ROAD W 2.55 MILES TO HAZEL
 CD0964'MINE.  THENCE CONTINUE W 0.4 MILE TO MINE DUMP ON W SIDE OF
 CD0964'WASH.  BEAR LEFT, SW, FROM DUMP ON OLD TRAIL 0.4 MILE TO GATE
 CD0964'IN FENCE.  PASS GATE AND TURN N ON TRAIL ALONG FENCE AND NW
 CD0964'0.7 MILE TO END OF TRUCK TRAVEL.  THE STATION IS ON THE
 CD0964'HIGHEST SUMMIT VISIBLE TO N UP THE LEFT-HAND CANYON.  SHORTEST
 CD0964'ROUTE IS VIA THIS CANYON, N, KEEPING MAIN RIGHT-HAND CANYON
 CD0964'TO ITS HEAD, THENCE BEAR LEFT, NW UP RIDGE TO HIGHEST
 CD0964'POINT AND STATION.  TOTAL PACK ABOUT 1-1/2 HOURS.
 CD0964
 CD0964                          STATION RECOVERY (1943)
 CD0964
 CD0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0964'A DISCREPANCY WAS FOUND IN THE STAMPING OF THE MARKS, AND THE
 CD0964'DESCRIPTION OF THE AZIMUTH MARK.
 CD0964'
 CD0964'STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN
 CD0964'OUTCROPPING BEDROCK AND STAMPED DIABLO 1909 1934.  RECOVERED
 CD0964'IN GOOD CONDITION.
 CD0964'
 CD0964'REFERENCE MARK 1 IS A BRONZE REFERENCE MARK CEMENTED IN A DRILL
 CD0964'HOLE IN OUTCROPPING BEDROCK AND STAMPED DIABLO NO 1 1934.
 CD0964'RECOVERED IN GOOD CONDITION.
 CD0964'
 CD0964'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 CD0964'HOLE IN OUTCROPPING BEDROCK AND STAMPED DIABLO NO 2 1934.
 CD0964'RECOVERED IN GOOD CONDITION.
 CD0964'
 CD0964'AZIMUTH MARK IS A BRONZE REFERENCE MARK DISK CEMENTED IN OUTCROPPING
 CD0964'BEDROCK ABOUT 50 YARDS FROM THE HIGHEST PART OF HILL AND ABOUT
 CD0964'1/2 MILE SE OF STATION.  STAMPED DIABLO AZIMUTH 1934.  RECOVERED
 CD0964'IN GOOD CONDITION.
 CD0964'
 CD0964'A 4-FOOT STAND WAS USED.
 CD0964
 CD0964                          STATION RECOVERY (1963)
 CD0964
 CD0964'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (WCN)
 CD0964'STATION MARK--STANDARD NGS BRONZE DISK STAMPED -DIABLO 1909-1934-,
 CD0964'CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1070 ***********************************************************************
 CD1070  DESIGNATION -  DIABLO
 CD1070  PID         -  CD1070
 CD1070  STATE/COUNTY-  TX/HUDSPETH
 CD1070  USGS QUAD   -  MC NARY (1972)
 CD1070
 CD1070                         *CURRENT SURVEY CONTROL
 CD1070  ___________________________________________________________________
 CD1070* NAD 83(1993)-  31 14 21.38206(N)    105 48 35.23480(W)     ADJUSTED  
 CD1070* NAVD 88     -      1079.     (meters)    3540.     (feet)  SCALED    
 CD1070  ___________________________________________________________________
 CD1070  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 CD1070  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CD1070
 CD1070  HORZ ORDER  -  SECOND
 CD1070
 CD1070.The horizontal coordinates were established by classical geodetic methods
 CD1070.and adjusted by the National Geodetic Survey in February 1996..
 CD1070
 CD1070.The orthometric height was scaled from a topographic map.
 CD1070
 CD1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1070
 CD1070.The geoid height was determined by GEOID03.
 CD1070
 CD1070;                    North         East     Units Scale Factor Converg.
 CD1070;SPC TX C     - 3,187,170.181   178,553.694   MT  0.99989033   -2 49 14.5
 CD1070;SPC TX C     -10,456,574.17    585,804.91   sFT  0.99989033   -2 49 14.5
 CD1070;UTM  13      - 3,456,402.491   422,885.289   MT  0.99967335   -0 25 12.0
 CD1070
 CD1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1070!SPC TX C     -   0.99983443  x   0.99989033  =   0.99972478
 CD1070!UTM  13      -   0.99983443  x   0.99967335  =   0.99950783
 CD1070
 CD1070|---------------------------------------------------------------------|
 CD1070| PID    Reference Object                     Distance      Geod. Az  |
 CD1070|                                                           dddmmss.s |
 CD1070| CH8791 DIABLO RM 1                          20.632 METERS 00555     |
 CD1070| CD1072 THAXTON                             APPROX. 4.8 KM 0392308.4 |
 CD1070| CH8792 DIABLO RM 2                          16.906 METERS 09208     |
 CD1070|---------------------------------------------------------------------|
 CD1070
 CD1070                          SUPERSEDED SURVEY CONTROL
 CD1070
 CD1070  NAD 83(1986)-  31 14 21.39473(N)    105 48 35.22652(W) AD(       ) 2
 CD1070  NAD 27      -  31 14 20.93900(N)    105 48 33.34700(W) AD(       ) 2
 CD1070
 CD1070.Superseded values are not recommended for survey control.
 CD1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1070.See file dsdata.txt to determine how the superseded data were derived.
 CD1070
 CD1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ2288556402(NAD 83)
 CD1070_MARKER: DS = TRIANGULATION STATION DISK
 CD1070_SETTING: 0 = UNSPECIFIED SETTING
 CD1070
 CD1070  HISTORY     - Date     Condition        Report By
 CD1070  HISTORY     - 1936     MONUMENTED       CGS
 CD1070
 CD1070                          STATION DESCRIPTION
 CD1070
 CD1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1070'THIS STATION IS ABOUT 1 MILE SW OF MC NARY ON THE PEAK OF
 CD1070'A SMALL SAND DUNE ON THE N SIDE OF A SAND WASH LEADING TO
 CD1070'THE RIO GRANDE RIVER.  LAND SURROUNDING POINT IS COVERED WITH
 CD1070'MESQUITE AND THORNY BRUSH.  MARK IS 6 FEET N OF THE EDGE OF THE
 CD1070'SAND WASH, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 CD1070'
 CD1070'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CD1070'THE TOPS OF TILES.
 CD1070'
 CD1070'REFERENCE MARK NO. 1 IS ON LOWER GROUND THAN THE STATION, ABOUT 70
 CD1070'FEET N OF THE SAND WASH.  PROJECTS 16 INCHES.
 CD1070'
 CD1070'REFERENCE MARK NO. 2 IS ON LOWER GROUND THAN THE STATION, ABOUT
 CD1070'54 FEET N OF THE SAND WASH.  PROJECTS 8 INCHES.
 CD1070'
 CD1070'RAILROAD SIGNALS ARE ENE OF THE STATION, APPROXIMATELY 1.0
 CD1070'MILE.  THEY ARE 0.1 MILE S OF THE RAILROAD STATION AT MC NARY,
 CD1070'ABOUT 40 YARDS N OF THE BRIDGE OVER THE ARROYO DIABLO.  THIS
 CD1070'BRIDGE IS ABOUT 50 YARDS E OF A BRIDGE ON U.S. HIGHWAY 80 AND
 CD1070'STATE HIGHWAY 1 OVER THE SAME ARROYO (THE HIGHWAY AND RAILROAD
 CD1070'RUN PARALLEL FOR SOME DISTANCE AT THIS POINT).  OF THE TWO
 CD1070'SIGNALS THE EASTERNMOST IS THE TALLER OF THE TWO.
 CD1070'
 CD1070'TO REACH STATION FROM MC NARY, TURN W ON SIDE STREET AT
 CD1070'POST OFFICE (LEOS CAFE AND SERVICE STATION) AND FOLLOW WINDING
 CD1070'SAND ROAD TO THE SW FOR 1.0 MILE TO STATION ON SAND DUNE AT
 CD1070'EDGE OF WASH.
 CD1070'
 CD1070'A 4-FOOT STAND WILL CLEAR ALL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0963 ***********************************************************************
 CD0963  DESIGNATION -  DIABLO CAIRN
 CD0963  PID         -  CD0963
 CD0963  STATE/COUNTY-  TX/HUDSPETH
 CD0963  USGS QUAD   -  SHEEP PEAK (1964)
 CD0963
 CD0963                         *CURRENT SURVEY CONTROL
 CD0963  ___________________________________________________________________
 CD0963* NAD 83(1993)-  31 11 52.92510(N)    104 54 51.83472(W)     ADJUSTED  
 CD0963* NAVD 88     -      1988.     (meters)    6522.     (feet)  SCALED    
 CD0963  ___________________________________________________________________
 CD0963  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 CD0963  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 CD0963
 CD0963  HORZ ORDER  -  SECOND
 CD0963
 CD0963.The horizontal coordinates were established by classical geodetic methods
 CD0963.and adjusted by the National Geodetic Survey in February 1996..
 CD0963
 CD0963.The orthometric height was scaled from a topographic map.
 CD0963
 CD0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0963
 CD0963.The geoid height was determined by GEOID03.
 CD0963
 CD0963;                    North         East     Units Scale Factor Converg.
 CD0963;SPC TX C     - 3,178,748.089   263,567.955   MT  0.99988761   -2 21 34.3
 CD0963;SPC TX C     -10,428,942.69    864,722.53   sFT  0.99988761   -2 21 34.3
 CD0963;UTM  13      - 3,451,552.651   508,155.099   MT  0.99960082   +0 02 39.6
 CD0963
 CD0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0963!SPC TX C     -   0.99969152  x   0.99988761  =   0.99957917
 CD0963!UTM  13      -   0.99969152  x   0.99960082  =   0.99929247
 CD0963
 CD0963                          SUPERSEDED SURVEY CONTROL
 CD0963
 CD0963  NAD 83(1986)-  31 11 52.92744(N)    104 54 51.83251(W) AD(       ) 2
 CD0963  NAD 27      -  31 11 52.45700(N)    104 54 50.04000(W) AD(       ) 2
 CD0963
 CD0963.Superseded values are not recommended for survey control.
 CD0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0963.See file dsdata.txt to determine how the superseded data were derived.
 CD0963
 CD0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ0815551553(NAD 83)
 CD0963_MARKER: Z = SEE DESCRIPTION
 CD0963_SETTING: 0 = UNSPECIFIED SETTING
 CD0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0963
 CD0963  HISTORY     - Date     Condition        Report By
 CD0963  HISTORY     - 1909     MONUMENTED       USGS
 CD0963
 CD0963                          STATION DESCRIPTION
 CD0963
 CD0963'DESCRIBED BY US GEOLOGICAL SURVEY 1909 (JSH)
 CD0963'STATION IS A CAIRN DISTANT 3.28 METERS (10.8 FEET)
 CD0963'FROM STATION DIABLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1353 ***********************************************************************
 DN1353  DESIGNATION -  DIAGONAL
 DN1353  PID         -  DN1353
 DN1353  STATE/COUNTY-  TX/MONTAGUE
 DN1353  USGS QUAD   -  SMYRNA (1978)
 DN1353
 DN1353                         *CURRENT SURVEY CONTROL
 DN1353  ___________________________________________________________________
 DN1353* NAD 83(1993)-  33 28 11.16359(N)    097 42 02.30817(W)     ADJUSTED  
 DN1353* NAVD 88     -       327.     (meters)    1073.     (feet)  SCALED    
 DN1353  ___________________________________________________________________
 DN1353  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DN1353  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DN1353
 DN1353  HORZ ORDER  -  SECOND
 DN1353
 DN1353.The horizontal coordinates were established by classical geodetic methods
 DN1353.and adjusted by the National Geodetic Survey in February 1996..
 DN1353
 DN1353.The orthometric height was scaled from a topographic map.
 DN1353
 DN1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1353
 DN1353.The geoid height was determined by GEOID03.
 DN1353
 DN1353;                    North         East     Units Scale Factor Converg.
 DN1353;SPC TXNC     - 2,200,230.632   674,296.058   MT  0.99989917   +0 26 09.5
 DN1353;SPC TXNC     - 7,218,590.00  2,212,252.98   sFT  0.99989917   +0 26 09.5
 DN1353;UTM  14      - 3,704,122.503   620,737.458   MT  0.99977972   +0 43 00.0
 DN1353
 DN1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1353!SPC TXNC     -   0.99995284  x   0.99989917  =   0.99985202
 DN1353!UTM  14      -   0.99995284  x   0.99977972  =   0.99973257
 DN1353
 DN1353:                Primary Azimuth Mark                     Grid Az
 DN1353:SPC TXNC     -  ATT CO RELAY TOWER KKO 29                038 18 51.7
 DN1353:UTM  14      -  ATT CO RELAY TOWER KKO 29                038 02 01.2
 DN1353
 DN1353|---------------------------------------------------------------------|
 DN1353| PID    Reference Object                     Distance      Geod. Az  |
 DN1353|                                                           dddmmss.s |
 DN1353| DN1385 ATT CO RELAY TOWER KKO 29           APPROX.14.8 KM 0384501.2 |
 DN1353| CX9464 DIAGONAL RM 3                        19.410 METERS 05953     |
 DN1353| CX9463 DIAGONAL RM 2                        19.370 METERS 05955     |
 DN1353| DN1384 FORESTBURG DOW CHEM CO MAST         APPROX.13.9 KM 0614718.4 |
 DN1353| DN1352 ALVORD MUNICIPAL TANK               APPROX.11.9 KM 1762246.7 |
 DN1353| DN1399 BOWIE SER PLINE CO RAD MAST         APPROX.18.9 KM 3035106.4 |
 DN1353| DN1405 BOWIE J GRACE DRILLING CO MAST      APPROX.19.8 KM 3040704.7 |
 DN1353| DN1400 BOWIE MUNICIPAL TANK                APPROX.17.6 KM 3073109.5 |
 DN1353| DN1395 BOWIE MICROWAVE MAST                APPROX.18.2 KM 3081351.0 |
 DN1353| DN1402 BOWIE BRAZOS ELEC PWR CO MAST       APPROX.14.6 KM 3211616.3 |
 DN1353| CX9461 DIAGONAL AZ MK 2                                   3221456.7 |
 DN1353| CX9460 DIAGONAL AZ MK                                     3230132.7 |
 DN1353| CX9462 DIAGONAL RM 1                        23.333 METERS 33702     |
 DN1353|---------------------------------------------------------------------|
 DN1353
 DN1353                          SUPERSEDED SURVEY CONTROL
 DN1353
 DN1353  NAD 83(1993)-  33 28 11.16652(N)    097 42 02.30302(W) AD(       ) 2
 DN1353  NAD 83(1986)-  33 28 11.16811(N)    097 42 02.29469(W) AD(       ) 2
 DN1353  NAD 27      -  33 28 10.77530(N)    097 42 01.18090(W) AD(       ) 2
 DN1353
 DN1353.Superseded values are not recommended for survey control.
 DN1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1353.See file dsdata.txt to determine how the superseded data were derived.
 DN1353
 DN1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC2073704123(NAD 83)
 DN1353_MARKER: DS = TRIANGULATION STATION DISK
 DN1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1353
 DN1353  HISTORY     - Date     Condition        Report By
 DN1353  HISTORY     - 1956     MONUMENTED       CGS
 DN1353  HISTORY     - 1958     GOOD             USGS
 DN1353  HISTORY     - 1967     POOR             TXHD
 DN1353  HISTORY     - 1969     SEE DESCRIPTION  CGS
 DN1353
 DN1353                          STATION DESCRIPTION
 DN1353
 DN1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1353'THE STATION IS ON THE SUMMIT OF A LARGE SANDY, BRUSH COVERED
 DN1353'HILL ABOUT 7 MILES NORTH OF ALVORD AND 4 MILES EAST OF SUNSET.
 DN1353'IT IS 22 FEET EAST OF A FENCE AT THE SOUTHEAST EDGE OF THE
 DN1353'TIMBER, 17 FEET WEST OF THE CENTER OF A TRACK ROAD AND 4 FEET
 DN1353'NORTH-NORTHWEST OF A WITNESS POST.  IT IS SET FLUSH WITH THE
 DN1353'SURFACE OF THE GROUND AND THE DISK IS STAMPED DIAGONAL 1956.
 DN1353'
 DN1353'REFERENCE MARK NO. 1 IS 5.5 FEET WEST OF THE CENTER OF A
 DN1353'TRACK ROAD AND ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.
 DN1353'IT PROJECTS 2 INCHES AND THE DISK IS STAMPED DIAGONAL NO 1
 DN1353'1956.
 DN1353'
 DN1353'REFERENCE MARK NO. 2 IS 45 FEET EAST OF THE CENTER OF A
 DN1353'TRACK ROAD, NEAR THE EDGE OF THE TIMBER AND ABOUT 1.5 FEET
 DN1353'BELOW THE ELEVATION OF THE STATION.  IT IS SET FLUSH WITH
 DN1353'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED DIAGONAL
 DN1353'NO 2 1956.
 DN1353'
 DN1353'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF A GRADED
 DN1353'ROAD, 13.5 FEET WEST OF THE CENTER OF A BOARD GATE AND DRIVEWAY
 DN1353'LEADING INTO A GROUP OF FARM BUILDINGS, 5 FEET EAST OF A
 DN1353'WITNESS POST AND DIRECTLY IN A FENCE.  IT IS SET FLUSH WITH
 DN1353'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED DIAGONAL
 DN1353'1956.
 DN1353'
 DN1353'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 DN1353'IN SUNSET AND U.S. HIGHWAY NO. 81 AND U.S. HIGHWAY NO. 287
 DN1353'JUST EAST OF THE POST OFFICE, GO NORTHEASTERLY ON THE MAIN
 DN1353'STREET ACROSS THE RAILROAD TRACKS FOR 0.25 MILE TO A T STREET,
 DN1353'TURN RIGHT AND GO SOUTHEASTERLY ON THIS STREET FOR 0.05 MILE
 DN1353'TO THE SCHOOL ON THE RIGHT.  HERE TURN LEFT AND GO NORTHEASTERLY
 DN1353'ON A GRAVELED ROAD FOR 1.15 MILES TO A T ROAD JUST AFTER
 DN1353'CROSSING OVER A SMALL STEEL BRIDGE AND A SIGN SHYRNA CHURCH
 DN1353'1 MILE ON THE LEFT.  HERE TURN RIGHT AND GO 1.3 MILES ON THE
 DN1353'MAIN TRAVELED ROAD TO A T ROAD LEFT, TURN LEFT AND FOLLOW A
 DN1353'WINDING ROAD NORTHEASTERLY, SOUTH AND SOUTHEASTERLY FOR 1.2
 DN1353'MILES TO A T ROAD LEFT, CONTINUE SOUTHEASTERLY FOR 0.5
 DN1353'MILE TO WHERE THE ROAD BEARS LEFT AND A WIRE GATE STRAIGHT
 DN1353'AHEAD.  PASS THROUGH THIS WIRE GATE AND GO ABOUT 300 YARDS
 DN1353'TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 DN1353'
 DN1353'TO REACH THE AZIMUTH MARK FROM THE STATION, GO DOWN THE HILL
 DN1353'TO THE WIRE GATE, CONTINUE NORTHWESTERLY ON A GRADED ROAD
 DN1353'FOR 0.5 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO NORTHERLY
 DN1353'FOR 0.05 MILE TO A BOARD GATE ON THE RIGHT LEADING INTO A
 DN1353'GROUP OF FARM BUILDINGS AND THE AZIMUTH MARK AS DESCRIBED.
 DN1353'
 DN1353'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DN1353
 DN1353                          STATION RECOVERY (1958)
 DN1353
 DN1353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1353'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-3, STATION 1004.
 DN1353'
 DN1353'RECOVERED BY USGS IN 1958.
 DN1353'
 DN1353'RECOVERED BY NGS IN 1969.
 DN1353'
 DN1353'STATION MARK--A STANDARD USC AND GS TABLET SET IN A CONCRETE POST
 DN1353'FLUSH WITH THE GROUND AND STAMPED---DIAGONAL 1956---.
 DN1353
 DN1353                          STATION RECOVERY (1967)
 DN1353
 DN1353'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1967 (SSG)
 DN1353'DIAGONAL TRIANGULATION STA.-RECOVERED.  MARK HAS BEEN DISTURBED
 DN1353'DUE TO CLEARING OF TIMBER.
 DN1353'
 DN1353'STA. AND AZIMUTH SHOULD BE RE-SET.  AZIMUTH WAS DESTROYED
 DN1353'DUE TO HIGHWAY CONSTRUCTION.
 DN1353
 DN1353                          STATION RECOVERY (1969)
 DN1353
 DN1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1353'STATION UNDERGROUND MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 DN1353'IN GOOD CONDITION.  REFERENCE MARK NO. 2, SURFACE STATION
 DN1353'MARK AND AZIMUTH MARK WERE FOUND DESTROYED.  A NEW SURFACE
 DN1353'MARK, AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE SET.  DUE
 DN1353'TO CHANGES IN ROADS AND LAND MARKS, A COMPLETE NEW DESCRIPTION
 DN1353'FOLLOWS--
 DN1353'
 DN1353'STATION IS LOCATED ON THE SUMMIT OF A SANDY HILL AND IN A
 DN1353'PASTURE ABOUT 7 MILES NORTH OF ALVORD AND 4 MILES EAST OF THE
 DN1353'VILLAGE OF SUNSET.  STATION, A STANDARD DISK SET IN THE TOP
 DN1353'OF A ROUND CONCRETE POST, AND STAMPED DIAGONAL 1956 1969,
 DN1353'IS 89 FEET NORTH OF AN IRON GATE POST, 88 FEET SOUTH OF A
 DN1353'SCRUB OAK TREE, 64 FEET NORTHEAST OF A FENCE AND WITNESS
 DN1353'POST AND 3-1/2 FEET WEST OF A 4 X 4 INCH WOOD WITNESS POST.
 DN1353'THE MARK IS FLUSH WITH THE GROUND.
 DN1353'
 DN1353'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 81 281, STATE
 DN1353'HIGHWAY 14 AND FARM ROAD 1749 IN THE VILLAGE OF SUNSET, GO
 DN1353'NORTHEASTERLY ON FARM ROAD 1749 FOR 4.0 MILES TO CROSSROADS.
 DN1353'(CONTINUE NORTHEASTERLY 0.05 MILE TO AZIMUTH MARK ON RIGHT).
 DN1353'TURN RIGHT AND GO SOUTHEASTERLY FOR 0.6 MILE TO LEFT CURVE
 DN1353'IN ROAD AND TWO METAL GATES STRAIGHT AHEAD.  CONTINUE
 DN1353'SOUTHEASTERLY, PASS THRU THE LEFT GATE AND CONTINUE STRAIGHT
 DN1353'AHEAD SOUTHEASTERLY FOR 0.1 MILE TO TOP OF HILL AND STATION
 DN1353'AS DESCRIBED.
 DN1353'
 DN1353'REFERENCE MARK NO. 1, A STANDARD DISK, SET IN THE TOP OF A
 DN1353'SQUARE CONCRETE POST AND STAMPED DIAGONAL NO 1 1956, IS 77
 DN1353'FEET NORTHEAST OF FENCE AND 53 FEET SOUTHWEST OF AN OAK TREE.
 DN1353'THE MARK IS FLUSH WITH THE GROUND.
 DN1353'
 DN1353'REFERENCE MARK NO. 3, A STANDARD DISK, SET IN THE TOP OF
 DN1353'A SQUARE CONCRETE POST AND STAMPED DIAGONAL NO 3 1956 1969,
 DN1353'IS 127-1/2 FEET NORTHEAST OF A FENCE AND 140 FEET NORTH-NORTHEAST
 DN1353'OF AN IRON GATE POST.  THE MARK IS FLUSH WITH THE GROUND.
 DN1353'
 DN1353'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 DN1353'CONCRETE POST AND STAMPED DIAGONAL 1956 1969, IS 35 YARDS
 DN1353'WEST OF THE WEST CORNER OF A HOUSE, 69-1/2 FEET SOUTHEAST OF THE
 DN1353'CENTERLINE OF FARM ROAD 1749, 32-1/2 FEET WEST OF FENCE
 DN1353'CORNER AND 5-1/2 FEET NORTHWEST OF THE FENCE.  THE MARK
 DN1353'IS FLUSH WITH THE GROUND.
 DN1353'
 DN1353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI E OF
 DN1353'SUNSET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0759 ***********************************************************************
 EN0759  DESIGNATION -  DIAL
 EN0759  PID         -  EN0759
 EN0759  STATE/COUNTY-  TX/HALL
 EN0759  USGS QUAD   -  MEMPHIS (1985)
 EN0759
 EN0759                         *CURRENT SURVEY CONTROL
 EN0759  ___________________________________________________________________
 EN0759* NAD 83(1993)-  34 39 35.87220(N)    100 33 07.75874(W)     ADJUSTED  
 EN0759* NAVD 88     -       668.4    (meters)    2193.     (feet)  VERTCON   
 EN0759  ___________________________________________________________________
 EN0759  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 EN0759  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EN0759
 EN0759  HORZ ORDER  -  FIRST
 EN0759
 EN0759.The horizontal coordinates were established by classical geodetic methods
 EN0759.and adjusted by the National Geodetic Survey in February 1996..
 EN0759
 EN0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0759
 EN0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0759
 EN0759.The geoid height was determined by GEOID03.
 EN0759
 EN0759;                    North         East     Units Scale Factor Converg.
 EN0759;SPC TX N     - 1,073,632.219   286,881.906   MT  0.99999771   +0 32 57.5
 EN0759;SPC TX N     - 3,522,408.37    941,211.72   sFT  0.99999771   +0 32 57.5
 EN0759;UTM  14      - 3,836,431.230   357,773.648   MT  0.99984933   -0 52 58.3
 EN0759
 EN0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0759!SPC TX N     -   0.99989944  x   0.99999771  =   0.99989715
 EN0759!UTM  14      -   0.99989944  x   0.99984933  =   0.99974879
 EN0759
 EN0759:                Primary Azimuth Mark                     Grid Az
 EN0759:SPC TX N     -  MEMPHIS COMPRESS TANK                    007 40 12.3
 EN0759:UTM  14      -  MEMPHIS COMPRESS TANK                    009 06 08.1
 EN0759
 EN0759|---------------------------------------------------------------------|
 EN0759| PID    Reference Object                     Distance      Geod. Az  |
 EN0759|                                                           dddmmss.s |
 EN0759| EN0764 MEMPHIS COMPRESS TANK               APPROX. 8.1 KM 0081309.8 |
 EN0759| EN0763 MEMPHIS REA RADIO STA MAST          APPROX. 6.0 KM 0262734.0 |
 EN0759| EN0762 MEMPHIS RAD STA KBGH W MAST         APPROX. 4.9 KM 0540308.1 |
 EN0759| EN0761 MEMPHIS RAD STA KBGH E MAST         APPROX. 5.0 KM 0545905.1 |
 EN0759| CX7090 DIAL RM 1                            38.490 METERS 12148     |
 EN0759| CX7091 DIAL RM 2                            42.879 METERS 24157     |
 EN0759| CX7089 DIAL AZ MK                                         2811531.0 |
 EN0759| EN0765 MEMPHIS VUMORE TV MST               APPROX. 7.8 KM 3511358.7 |
 EN0759|---------------------------------------------------------------------|
 EN0759
 EN0759                          SUPERSEDED SURVEY CONTROL
 EN0759
 EN0759  NAD 83(1993)-  34 39 35.87274(N)    100 33 07.75761(W) AD(       ) 1
 EN0759  NAD 83(1986)-  34 39 35.87740(N)    100 33 07.75121(W) AD(       ) 1
 EN0759  NAD 27      -  34 39 35.68400(N)    100 33 06.30300(W) AD(       ) 1
 EN0759  NGVD 29 (01/19/93)  668.1    (m)         2192.     (f) VERT ANG       
 EN0759
 EN0759.Superseded values are not recommended for survey control.
 EN0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0759.See file dsdata.txt to determine how the superseded data were derived.
 EN0759
 EN0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5777436431(NAD 83)
 EN0759_MARKER: DS = TRIANGULATION STATION DISK
 EN0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0759
 EN0759  HISTORY     - Date     Condition        Report By
 EN0759  HISTORY     - 1935     MONUMENTED       CGS
 EN0759  HISTORY     - 1955     GOOD             USGS
 EN0759  HISTORY     - 1964     GOOD             CGS
 EN0759  HISTORY     - 1967     GOOD             CGS
 EN0759
 EN0759                          STATION DESCRIPTION
 EN0759
 EN0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0759'STATION IS 4.5 MILES S AND 1.0 MILE W OF MEMPHIS, IN SW
 EN0759'1/4 OF SECTION 30, BLOCK 18, 4.5 MILES N OF PRAIRIE DOG TOWN
 EN0759'FORK OF RED RIVER.  IT IS ON THE HIGHEST KNOLL IN VICINITY,
 EN0759'ON PROPERTY OF W.P. DIAL, 0.5 MILE E OF RED BRICK SCHOOL,
 EN0759'67 FEET N OF SECTION LINE FENCE.
 EN0759'
 EN0759'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EN0759'BRONZE DISKS SET IN CONCRETE.
 EN0759'
 EN0759'REFERENCE MARK NO. 1 IS SE OF STATION, 1 FOOT N OF FENCE.
 EN0759'
 EN0759'REFERENCE MARK NO. 2 IS SW OF STATION, 1 FOOT N OF FENCE.
 EN0759'
 EN0759'AZIMUTH MARK IS 0.5 MILE W OF STATION, IN N SIDE OF SCHOOLYARD,
 EN0759'170 FEET N AND 42 FEET E OF NE CORNER OF SCHOOL BUILDING.
 EN0759'TO REACH FROM STATION, GO W FOR 0.5 MILE TO SCHOOLYARD AND
 EN0759'MARK.
 EN0759'
 EN0759'TO REACH THE STATION FROM COURTHOUSE IN MEMPHIS, GO W ON
 EN0759'U.S. HIGHWAY 370 FOR 0.35 MILE TO POINT AT WHICH U.S. HIGHWAY
 EN0759'370 TURNS N.  CONTINUE W ON PAVED ROAD FOR 0.95 MILE TO CROSS
 EN0759'ROAD, THENCE LEFT (S) FOR 4.2 MILES TO SCHOOL.  TURN LEFT (E)
 EN0759'INTO LANE OPPOSITE SCHOOL.  FOLLOW S SIDE OF SECTION LINE
 EN0759'FENCE FOR 0.4 MILE TO HIGHEST PART OF HILL AND STATION JUST
 EN0759'ACROSS FENCE.
 EN0759'
 EN0759'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 EN0759
 EN0759                          STATION RECOVERY (1955)
 EN0759
 EN0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 EN0759'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34100-4, STATION 1005.
 EN0759'
 EN0759'RECOVERED BY USGS IN 1955.
 EN0759'
 EN0759'STATION MARK--STANDARD DISK STAMPED---DIAL 1935---, SET IN THE TOP OF
 EN0759'A CONCRETE POST 12 IN. IN DIAMETER AND PROJECTS 10 IN.
 EN0759
 EN0759                          STATION RECOVERY (1964)
 EN0759
 EN0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0759'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 EN0759'WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN THE DISTANCE
 EN0759'TO REFERENCE MARK 1 WAS NOTED.  DUE TO ROAD CHANGES A NEW
 EN0759'COMPLETE DESCRIPTION FOLLOWS--
 EN0759'
 EN0759'THE STATION IS ABOUT 10 MILES NORTHWEST OF NEWLIN, 4-1/2 MILES
 EN0759'SOUTH OF MEMPHIS AND 4 MILES WEST OF U.S. HIGHWAY 287, ON
 EN0759'THE HIGHEST POINT OF A BARE KNOLL, ON THE NORTH SIDE OF A
 EN0759'DOUBLE WIRE FENCE.
 EN0759'
 EN0759'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 EN0759'AND STATE HIGHWAY 256 IN MEMPHIS, GO WEST ON HIGHWAY 256 FOR
 EN0759'1.5 MILES TO THE JUNCTION WITH FARM ROAD 1041.  TURN LEFT
 EN0759'AND GO SOUTH ON FARM ROAD 1041 FOR 4.1 MILES TO THE TOP OF
 EN0759'A SMALL RISE, AN ALUMINUM GATE AND THE AZIMUTH MARK ON THE
 EN0759'RIGHT.  CONTINUE SOUTH ON FARM ROAD FOR 0.1 MILE TO A SIDE
 EN0759'ROAD RIGHT AND A WIRE GATE ON THE LEFT.  TURN LEFT, PASSING
 EN0759'THROUGH WIRE GATE AND GO EAST ON GRADED ROAD FOR 0.3 MILE
 EN0759'TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON TRACK
 EN0759'ROAD FOR 0.15 MILE TO A WIRE FENCE AND THE STATION.
 EN0759'
 EN0759'STATION MARK IS A STANDARD DISK, STAMPED DIAL 1935, SET IN
 EN0759'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 EN0759'10 INCHES.  IT IS 63 FEET NORTH OF THE NORTH ONE OF TWO
 EN0759'WIRE FENCE LINES.
 EN0759'
 EN0759'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DIAL NO 1 1935,
 EN0759'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 EN0759'PROJECTS 10 INCHES.  IT IS 4 FEET SOUTH OF THE NORTH FENCE
 EN0759'LINE AND ABOUT 3 FEET LOWER THAN THE STATION.
 EN0759'
 EN0759'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DIAL NO 2 1935,
 EN0759'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 EN0759'PROJECTS 6 INCHES.  IT IS 4 FEET SOUTH OF THE NORTH FENCE
 EN0759'LINE AND ABOUT 3 FEET LOWER THAN THE STATION.
 EN0759'
 EN0759'AZIMUTH MARK IS A STANDARD DISK, STAMPED DIAL 1935, SET IN
 EN0759'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 EN0759'IT IS 203 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 EN0759'BUILDING FOUNDATION, 200 FEET WEST-SOUTHWEST OF A GATE AND 106
 EN0759'FEET SOUTHEAST OF A LOADING CHUTE.
 EN0759
 EN0759                          STATION RECOVERY (1967)
 EN0759
 EN0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0759'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 EN0759'RECOVERED.  EXCEPT FOR A DIFFERENCE IN THE DISTANCE TO REFERENCE
 EN0759'MARKS 1 AND 2, THE 1964 DESCRIPTION IS CORRECT AND ADEQUATE.  DUE TO
 EN0759'POSSIBLE INJURY TO LIVESTOCK A WITNESS POST WAS NOT SET AT THE
 EN0759'AZIMUTH MARK.  A WITNESS POST WAS SET 4.2 FEET NORTH OF THE STATION
 EN0759'MARK.  THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE
 EN0759'TO OBSTRUCTIONS.
 EN0759'
 EN0759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 EN0759'MEMPHIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1676 ***********************************************************************
 FL1676  DESIGNATION -  DIAL
 FL1676  PID         -  FL1676
 FL1676  STATE/COUNTY-  TX/HUTCHINSON
 FL1676  USGS QUAD   -  PLEMONS (1978)
 FL1676
 FL1676                         *CURRENT SURVEY CONTROL
 FL1676  ___________________________________________________________________
 FL1676* NAD 83(1993)-  35 49 00.65077(N)    101 21 57.38791(W)     ADJUSTED  
 FL1676* NAVD 88     -       966.     (meters)    3169.     (feet)  SCALED    
 FL1676  ___________________________________________________________________
 FL1676  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FL1676  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 FL1676
 FL1676  HORZ ORDER  -  FIRST
 FL1676
 FL1676.The horizontal coordinates were established by classical geodetic methods
 FL1676.and adjusted by the National Geodetic Survey in February 1996..
 FL1676
 FL1676.The orthometric height was scaled from a topographic map.
 FL1676
 FL1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1676
 FL1676.The geoid height was determined by GEOID03.
 FL1676
 FL1676;                    North         East     Units Scale Factor Converg.
 FL1676;SPC TX N     - 1,201,565.632   212,114.343   MT  0.99993505   +0 04 39.7
 FL1676;SPC TX N     - 3,942,136.58    695,911.81   sFT  0.99993505   +0 04 39.7
 FL1676;UTM  14      - 3,966,217.910   286,252.080   MT  1.00016302   -1 23 06.2
 FL1676
 FL1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1676!SPC TX N     -   0.99985259  x   0.99993505  =   0.99978765
 FL1676!UTM  14      -   0.99985259  x   1.00016302  =   1.00001558
 FL1676
 FL1676|---------------------------------------------------------------------|
 FL1676| PID    Reference Object                     Distance      Geod. Az  |
 FL1676|                                                           dddmmss.s |
 FL1676| CJ6204 DIAL RM 1                             3.603 METERS 00650     |
 FL1676| CJ6203 DIAL AZ MK                                         1084757.9 |
 FL1676| CJ6205 DIAL RM 2                             3.933 METERS 22449     |
 FL1676|---------------------------------------------------------------------|
 FL1676
 FL1676                          SUPERSEDED SURVEY CONTROL
 FL1676
 FL1676  NAD 83(1993)-  35 49 00.65115(N)    101 21 57.38663(W) AD(       ) 1
 FL1676  NAD 83(1986)-  35 49 00.65882(N)    101 21 57.37656(W) AD(       ) 1
 FL1676  NAD 27      -  35 49 00.51500(N)    101 21 55.78900(W) AD(       ) 1
 FL1676
 FL1676.Superseded values are not recommended for survey control.
 FL1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1676.See file dsdata.txt to determine how the superseded data were derived.
 FL1676
 FL1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8625266218(NAD 83)
 FL1676_MARKER: DS = TRIANGULATION STATION DISK
 FL1676_SETTING: 0 = UNSPECIFIED SETTING
 FL1676
 FL1676  HISTORY     - Date     Condition        Report By
 FL1676  HISTORY     - 1951     MONUMENTED       CGS
 FL1676  HISTORY     - 1952     GOOD             USGS
 FL1676  HISTORY     - 1964     GOOD             CGS
 FL1676
 FL1676                          STATION DESCRIPTION
 FL1676
 FL1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1676'LOCATED 5 MILES NORTH OF THE CANADIAN RIVER, 4 MILES EAST-SOUTHEAST
 FL1676'OF STINNETT AND ON THE HIGHEST POINT OF A SMALL SAND HILL THAT
 FL1676'IS THE HIGHEST POINT IN THE VICINITY.
 FL1676'
 FL1676'TO REACH FROM THE BRICK DRUG STORE ON THE WEST SIDE OF STATE
 FL1676'HIGHWAY 117 IN STINNETT, GO EAST ON GRADED ROAD FOR 0.45 MILE
 FL1676'TO RAILROAD CROSSING JUST NORTH OF THE DEPOT.  CONTINUE EAST
 FL1676'ON MAIN TRAVELED ROAD FOR 4.95 MILES TO T-JUNCTION THAT IS
 FL1676'ABOUT 75 FEET SOUTHWEST OF A CATTLE GUARD.  TURN RIGHT, SOUTH,
 FL1676'FOR 0.7 MILE TO REVERSE Y-JUNCTION.  TURN RIGHT, WEST, FOR 1.05
 FL1676'MILE TO DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT FOLLOWING
 FL1676'THE DIM TRACK ROAD FOR 0.4 MILE TO THE HIGHEST SAND HILL AND
 FL1676'THE STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 FL1676'SOUTH ON DIM TRACK ROAD FOR 0.4 MILE TO GRADED ROAD, TURN
 FL1676'LEFT FOR 0.9 MILE TO LOW SAND HILL ON THE LEFT AND THE AZIMUTH
 FL1676'MARK AS DESCRIBED.
 FL1676'
 FL1676'THE STATION MARK, STAMPED DIAL 1951, IS A STANDARD DISK BRAZED
 FL1676'TO A 2-INCH SOIL PIPE THAT PROJECTS 7 INCHES.  IT IS 3 FEET
 FL1676'SOUTHEAST OF A 4 X 4 WITNESS POST AND 2 FEET SOUTH OF A 2-INCH
 FL1676'PIPE THAT PROJECTS 2 FEET.
 FL1676'
 FL1676'REFERENCE MARK NO. 1, STAMPED DIAL NO 1 1951, IS A STANDARD
 FL1676'DISK BRAZED TO A 2-INCH SOIL PIPE THAT PROJECTS 3 INCHES.
 FL1676'
 FL1676'REFERENCE MARK NO. 2, STAMPED DIAL NO 2 1951, IS A STANDARD
 FL1676'DISK BRAZED TO A 2-INCH SOIL PIPE THAT PROJECTS 3 INCHES.
 FL1676'
 FL1676'THE AZIMUTH MARK IS 0.1 MILE WEST OF THE REVERSE Y, 65 FEET
 FL1676'NORTH OF A GRADED ROAD, 3 FEET NORTHWEST OF A 4 X 4 WITNESS
 FL1676'POST, AND ON THE HIGHEST POINT OF A LOW SAND HILL.  THE MARK
 FL1676'IS STAMPED DIAL 1951 AND PROJECTS 4 INCHES.
 FL1676
 FL1676                          STATION RECOVERY (1952)
 FL1676
 FL1676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FL1676'RECOVERED IN GOOD CONDITION.
 FL1676
 FL1676                          STATION RECOVERY (1964)
 FL1676
 FL1676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1676'STATION, AZIMUTH MARK AND R.M.S RECOVERED AS DESCRIBED.
 FL1676'
 FL1676'STATION AND R.M. NO. 1 NOW PROJECT ABOUT 14 INCHES DUE TO EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1629 ***********************************************************************
 AE1629  DESIGNATION -  DIAMOND
 AE1629  PID         -  AE1629
 AE1629  STATE/COUNTY-  TX/STARR
 AE1629  USGS QUAD   -  LA GLORIA (1993)
 AE1629
 AE1629                         *CURRENT SURVEY CONTROL
 AE1629  ___________________________________________________________________
 AE1629* NAD 83(1993)-  26 42 52.15942(N)    098 33 58.31431(W)     ADJUSTED  
 AE1629* NAVD 88     -       114.3    (meters)     375.     (feet)  VERTCON   
 AE1629  ___________________________________________________________________
 AE1629  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AE1629  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AE1629
 AE1629  HORZ ORDER  -  FIRST
 AE1629
 AE1629.The horizontal coordinates were established by classical geodetic methods
 AE1629.and adjusted by the National Geodetic Survey in February 1996..
 AE1629
 AE1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1629
 AE1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1629
 AE1629.The geoid height was determined by GEOID03.
 AE1629
 AE1629;                    North         East     Units Scale Factor Converg.
 AE1629;SPC TX S     - 5,116,091.826   293,413.582   MT  0.99990722   -0 01 48.2
 AE1629;SPC TX S     -16,785,044.60    962,641.06   sFT  0.99990722   -0 01 48.2
 AE1629;UTM  14      - 2,954,886.313   543,148.116   MT  0.99962298   +0 11 42.1
 AE1629
 AE1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1629!SPC TX S     -   0.99998588  x   0.99990722  =   0.99989310
 AE1629!UTM  14      -   0.99998588  x   0.99962298  =   0.99960887
 AE1629
 AE1629:                Primary Azimuth Mark                     Grid Az
 AE1629:SPC TX S     -  R 770 RESET                              089 35 45.0
 AE1629:UTM  14      -  R 770 RESET                              089 22 14.7
 AE1629
 AE1629|---------------------------------------------------------------------|
 AE1629| PID    Reference Object                     Distance      Geod. Az  |
 AE1629|                                                           dddmmss.s |
 AE1629| AE1628 R 770 RESET                         APPROX. 1.4 KM 0893356.8 |
 AE1629| CV3114 DIAMOND RM 1                         37.588 METERS 10331     |
 AE1629| CV3115 DIAMOND RM 2                         24.355 METERS 21518     |
 AE1629| AE1625 MCALLEN USI AND NS MAST             APPROX. 9.1 KM 3183851.0 |
 AE1629|---------------------------------------------------------------------|
 AE1629
 AE1629                          SUPERSEDED SURVEY CONTROL
 AE1629
 AE1629  NAD 83(1986)-  26 42 52.16536(N)    098 33 58.28228(W) AD(       ) 1
 AE1629  NAD 27      -  26 42 50.96137(N)    098 33 57.21270(W) AD(       ) 1
 AE1629  NGVD 29 (07/19/86)  114.4    (m)          375.     (f) VERT ANG       
 AE1629
 AE1629.Superseded values are not recommended for survey control.
 AE1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1629.See file dsdata.txt to determine how the superseded data were derived.
 AE1629
 AE1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4314854886(NAD 83)
 AE1629_MARKER: DS = TRIANGULATION STATION DISK
 AE1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1629
 AE1629  HISTORY     - Date     Condition        Report By
 AE1629  HISTORY     - 1974     MONUMENTED       NGS
 AE1629
 AE1629                          STATION DESCRIPTION
 AE1629
 AE1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1629'THE STATION IS ABOUT 3 MILES WEST OF THE COMMUNITY OF LA GLORIA AND
 AE1629'IS IN STARR COUNTY.  IT IS LOCATED AT THE JUNCTION OF COUNTY ROADS
 AE1629'1017 AND 2686.
 AE1629'
 AE1629'STATION MARK IS A STANDARD DISK, STAMPED DIAMOND 1973, SET IN THE
 AE1629'TOP OF A 12-INCH CONCRETE CYLINDRICAL MONUMENT THAT IS 8 INCHES
 AE1629'BELOW THE GROUND.  IT IS 15.9 FEET SOUTHEAST OF A METAL WITNESS
 AE1629'POST, 20.0 FEET SOUTH OF A FENCE CORNER, 53.0 FEET SOUTHWEST OF THE
 AE1629'CENTER OF FARM ROAD 1017, 134.0 FEET NORTH-NORTHEAST OF THE
 AE1629'CENTER OF FARM ROAD 2686 AND 77.0 FEET NORTH-NORTHWEST OF A
 AE1629'CONCRETE CULVERT.
 AE1629'
 AE1629'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DIAMOND NO 1 1973, SET
 AE1629'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AE1629'GROUND.  IT IS 28.5 FEET SOUTHWEST OF THE CENTER OF FARM ROAD 1017,
 AE1629'60.5 FEET EAST OF THE CONCRETE CULVERT, 82.5 FEET EAST-NORTHEAST
 AE1629'OF THE CENTER OF FARM ROAD 2686 AND IS ABOUT THE SAME ELEVATION AS
 AE1629'THE STATION.
 AE1629'
 AE1629'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DIAMOND NO 2 1973, SET
 AE1629'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 AE1629'THE GROUND.  IT IS 7.0 FEET EAST OF A FENCE CORNER, 7.6 FEET EAST
 AE1629'OF A POWER LINE POLE, 54.0 FEET NORTH OF THE CENTER OF FARM ROAD
 AE1629'2686 AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 AE1629'
 AE1629'BENCH MARK R 770 RESET 1950 IS A COAST AND GEODETIC SURVEY DISK,
 AE1629'STAMPED R 770 1942 RESET 1950, SET IN THE TOP OF A 10-INCH SQUARE
 AE1629'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 42 FEET
 AE1629'SOUTH OF THE CENTER OF FARM ROAD 1017, 4 FEET SOUTH OF THE
 AE1629'RIGHT-OF-WAY FENCE AND 3 FEET WEST OF A METAL WITNESS POST.
 AE1629'
 AE1629'TO REACH THE BENCH MARK R 770 RESET 1950, GO EAST ON FARM ROAD 1017
 AE1629'FOR 0.85 MILE TO THE MARK ON THE RIGHT.
 AE1629'
 AE1629'BENCH MARK R 770 RESET 1950 WILL SERVE AS AN AZIMUTH MARK.
 AE1629'
 AE1629'A LEVEL TIE WAS MADE TO BENCH MARK R 770 RESET 1950.
 AE1629'
 AE1629'NEAREST TOWN--LA GLORIA.
 AE1629'
 AE1629'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0718 ***********************************************************************
 AO0718  DESIGNATION -  DIAMOND
 AO0718  PID         -  AO0718
 AO0718  STATE/COUNTY-  TX/DIMMIT
 AO0718  USGS QUAD   -  VALLEY WELLS (1974)
 AO0718
 AO0718                         *CURRENT SURVEY CONTROL
 AO0718  ___________________________________________________________________
 AO0718* NAD 83(1993)-  28 24 01.92013(N)    099 33 45.90116(W)     ADJUSTED  
 AO0718* NAVD 88     -       165.3    (meters)     542.     (feet)  VERTCON   
 AO0718  ___________________________________________________________________
 AO0718  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AO0718  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AO0718
 AO0718  HORZ ORDER  -  FIRST
 AO0718
 AO0718.The horizontal coordinates were established by classical geodetic methods
 AO0718.and adjusted by the National Geodetic Survey in February 1996..
 AO0718
 AO0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0718
 AO0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0718
 AO0718.The geoid height was determined by GEOID03.
 AO0718
 AO0718;                    North         East     Units Scale Factor Converg.
 AO0718;SPC TXSC     - 4,062,996.278   544,853.331   MT  0.99999511   -0 16 32.5
 AO0718;SPC TXSC     -13,330,013.62  1,787,572.97   sFT  0.99999511   -0 16 32.5
 AO0718;UTM  14      - 3,141,701.566   444,874.418   MT  0.99963750   -0 16 03.6
 AO0718
 AO0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0718!SPC TXSC     -   0.99997785  x   0.99999511  =   0.99997296
 AO0718!UTM  14      -   0.99997785  x   0.99963750  =   0.99961536
 AO0718
 AO0718:                Primary Azimuth Mark                     Grid Az
 AO0718:SPC TXSC     -  DIAMOND AZ MK                            062 38 10.3
 AO0718:UTM  14      -  DIAMOND AZ MK                            062 37 41.4
 AO0718
 AO0718|---------------------------------------------------------------------|
 AO0718| PID    Reference Object                     Distance      Geod. Az  |
 AO0718|                                                           dddmmss.s |
 AO0718| CV3837 DIAMOND AZ MK                                      0622137.8 |
 AO0718| AO0714 ARTESIA WELLS RAD MAST              APPROX.18.8 KM 1272153.2 |
 AO0718| CV3838 DIAMOND RM 1                         25.053 METERS 13735     |
 AO0718| CV3839 DIAMOND RM 2                         14.409 METERS 23707     |
 AO0718|---------------------------------------------------------------------|
 AO0718
 AO0718                          SUPERSEDED SURVEY CONTROL
 AO0718
 AO0718  NAD 83(1986)-  28 24 01.91746(N)    099 33 45.87838(W) AD(       ) 1
 AO0718  NAD 27      -  28 24 00.95294(N)    099 33 44.72347(W) AD(       ) 1
 AO0718  NGVD 29 (07/19/86)  165.2    (m)          542.     (f) VERT ANG       
 AO0718
 AO0718.Superseded values are not recommended for survey control.
 AO0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0718.See file dsdata.txt to determine how the superseded data were derived.
 AO0718
 AO0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS4487441702(NAD 83)
 AO0718_MARKER: DS = TRIANGULATION STATION DISK
 AO0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0718_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0718
 AO0718  HISTORY     - Date     Condition        Report By
 AO0718  HISTORY     - 1972     MONUMENTED       NGS
 AO0718
 AO0718                          STATION DESCRIPTION
 AO0718
 AO0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0718'THE STATION IS ABOUT 11-1/2 MILES SOUTH OF BIG WELLS, 5 MILES SOUTH
 AO0718'AND 4 MILES WEST OF THE COMMUNITY OF VALLEY WELLS AND ON THE
 AO0718'NORTHWEST RIGHT-OF-WAY OF A GRADED ROAD.
 AO0718'
 AO0718'TO REACH THE STATION FROM THE POST OFFICE IN BIG WELLS, GO EAST ON
 AO0718'STATE HIGHWAY 85 FOR 3.0 MILES TO THE JUNCTION WITH FARM ROAD 468.
 AO0718'TURN RIGHT AND GO SOUTHEAST AND SOUTH ON FARM ROAD 468 FOR 1.45
 AO0718'MILES TO WHERE FARM ROAD 468 TURNS LEFT AND FARM ROAD 1019
 AO0718'CONTINUES SOUTH.  CONTINUE SOUTH ON FARM ROAD 1019 FOR 5.15 MILES
 AO0718'TO A FORK AND THE JUNCTION WITH FARM ROAD 1558.  TAKE THE RIGHT FORK
 AO0718'AND GO SOUTHWEST ON FARM ROAD 1019 FOR 1.0 MILE TO A T-ROAD
 AO0718'JUNCTION AND THE END OF PAVEMENT.  TURN LEFT AND GO SOUTHEAST AND
 AO0718'SOUTHWEST ON GRADED ROAD FOR 1.8 MILES TO A BRIDGE OVER THE NUECES
 AO0718'RIVER.  CONTINUE SOUTHWEST ON GRADED ROAD FOR 3.55 MILES TO
 AO0718'THE ENTRANCE TO THE DIAMOND H RANCH.  CONTINUE SOUTHWEST ON GRADED
 AO0718'ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AO0718'SOUTHWEST ON GRADED ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 AO0718'
 AO0718'STATION MARKS ARE STANDARD DISKS, STAMPED DIAMOND 1972.  THE SURFACE
 AO0718'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0718'THAT IS FLUSH WITH THE GROUND.  IT IS 115.0 FEET NORTHEAST OF THE
 AO0718'CENTER OF A FARM LANE, 51.0 FEET NORTHWEST OF THE CENTER OF A
 AO0718'GRAVELED ROAD, 4.2 FEET SOUTH OF A WITNESS POST AND 3.2 FEET
 AO0718'SOUTHEAST OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN
 AO0718'IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 AO0718'
 AO0718'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DIAMOND NO 1 1972, SET
 AO0718'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0718'1 INCH ABOVE THE GROUND.  IT IS 84.5 FEET SOUTHEAST OF THE WITNESS
 AO0718'POST IN A FENCE LINE, 30.0 FEET SOUTHEAST OF THE CENTER OF THE
 AO0718'GRADED ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0718'
 AO0718'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DIAMOND NO 2 1972, SET
 AO0718'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0718'WITH THE GROUND.  IT IS 67.0 FEET NORTHEAST OF THE CENTER OF THE
 AO0718'FARM LANE, 53.0 FEET NORTHWEST OF THE CENTER OF THE GRADED ROAD,
 AO0718'50.6 FEET SOUTHWEST OF THE WITNESS POST, 1.0 FOOT SOUTHEAST OF THE
 AO0718'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0718'
 AO0718'AZIMUTH MARK IS A STANDARD DISK, STAMPED DIAMOND 1972, SET IN THE
 AO0718'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 AO0718'INCHES ABOVE THE GROUND.  IT IS 43.0 FEET NORTH-NORTHWEST OF THE
 AO0718'CENTER OF A GRADED ROAD, 2.7 FEET EAST OF A WITNESS POST AND 1.0
 AO0718'FOOT SOUTH-SOUTHEAST OF A FENCE.
 AO0718'
 AO0718'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1062 ***********************************************************************
 CU1062  DESIGNATION -  DIAMOND
 CU1062  PID         -  CU1062
 CU1062  STATE/COUNTY-  TX/BORDEN
 CU1062  USGS QUAD   -  IRA NW (1974)
 CU1062
 CU1062                         *CURRENT SURVEY CONTROL
 CU1062  ___________________________________________________________________
 CU1062* NAD 83(1993)-  32 41 37.28881(N)    101 13 29.03277(W)     ADJUSTED  
 CU1062* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 CU1062  ___________________________________________________________________
 CU1062  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 CU1062  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CU1062
 CU1062  HORZ ORDER  -  FIRST
 CU1062
 CU1062.The horizontal coordinates were established by classical geodetic methods
 CU1062.and adjusted by the National Geodetic Survey in February 1996..
 CU1062
 CU1062.The orthometric height was scaled from a topographic map.
 CU1062
 CU1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1062
 CU1062.The geoid height was determined by GEOID03.
 CU1062
 CU1062;                    North         East     Units Scale Factor Converg.
 CU1062;SPC TXNC     - 2,117,199.800   344,545.111   MT  0.99989201   -1 29 09.8
 CU1062;SPC TXNC     - 6,946,179.68  1,130,395.09   sFT  0.99989201   -1 29 09.8
 CU1062;UTM  14      - 3,619,518.163   291,437.727   MT  1.00013639   -1 12 07.6
 CU1062
 CU1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1062!SPC TXNC     -   0.99988912  x   0.99989201  =   0.99978114
 CU1062!UTM  14      -   0.99988912  x   1.00013639  =   1.00002550
 CU1062
 CU1062|---------------------------------------------------------------------|
 CU1062| PID    Reference Object                     Distance      Geod. Az  |
 CU1062|                                                           dddmmss.s |
 CU1062| CH8795 DIAMOND RM 2                          5.626 METERS 00409     |
 CU1062| CU1053 IRA C T MCLAUGHLIN CO MAST          APPROX.13.4 KM 1061644.6 |
 CU1062| CH8794 DIAMOND RM 1                          6.367 METERS 14445     |
 CU1062| CU1059 IRA AMERADA PETRO MAST KKE 672      APPROX. 8.8 KM 1783152.3 |
 CU1062| CH8793 DIAMOND AZ MK                                      1830759.2 |
 CU1062|---------------------------------------------------------------------|
 CU1062
 CU1062                          SUPERSEDED SURVEY CONTROL
 CU1062
 CU1062  NAD 83(1986)-  32 41 37.29464(N)    101 13 29.02391(W) AD(       ) 1
 CU1062  NAD 27      -  32 41 36.90573(N)    101 13 27.56997(W) AD(       ) 1
 CU1062
 CU1062.Superseded values are not recommended for survey control.
 CU1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1062.See file dsdata.txt to determine how the superseded data were derived.
 CU1062
 CU1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB9143819518(NAD 83)
 CU1062_MARKER: DS = TRIANGULATION STATION DISK
 CU1062_SETTING: 0 = UNSPECIFIED SETTING
 CU1062
 CU1062  HISTORY     - Date     Condition        Report By
 CU1062  HISTORY     - 1968     MONUMENTED       CGS
 CU1062
 CU1062                          STATION DESCRIPTION
 CU1062
 CU1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1062'DUE TO ROCKS ON LINE, NO MEASUREMENT BETWEEN REFERENCE MARKS.
 CU1062'
 CU1062'STATION IS LOCATED ABOUT 18 MILES WEST OF SNYDER, ABOUT 14 MILES
 CU1062'EAST SOUTHEAST OF GAIL AND ABOUT 6 MILES NORTH OF THE NORTH END OF
 CU1062'LAKE THOMAS ON THE HIGHEST POINT OF A PROMINENT BUTTE ON PROPERTY
 CU1062'OWNED BY THE 9R RANCH.
 CU1062'
 CU1062'TO REACH FROM THE COURTHOUSE IN SNYDER, GO WEST ON
 CU1062'U.S. HIGHWAY 180 FOR 4.4 MILE TO UNION, CONTINUE WEST ON
 CU1062'U.S. HIGHWAY 180 FOR 12 MILES TO BRIDGE OVER GAVITTE CREEK,
 CU1062'CONTINUE FOR 0.5 MILE TO JUNCTION WITH FARM ROAD 1610, TURN
 CU1062'LEFT AND GO SOUTH FOR 4 MILES TO A SMALL BRIDGE OVER BULL CREEK,
 CU1062'CONTINUE FOR 1.4 MILES TO A CATTLE GUARD AND A SIDE ROAD RIGHT,
 CU1062'TURN RIGHT AND GO WEST FOR 0.35 MILE TO A TRACK ROAD RIGHT AND
 CU1062'AZIMUTH MARK, TURN RIGHT AND FOLLOW TRACK ROAD NORTHEASTERLY
 CU1062'FOR 0.55 MILE TO A REVERSE FORK, CONTINUE FOR 0.1 MILE TO A
 CU1062'TRACK ROAD LEFT AND SIGN 132, TURN LEFT AND FOLLOW TRACK ROAD
 CU1062'FOR 0.8 MILE TO FORK, KEEP THE LEFT FORK TO TOP OF BUTTE AND
 CU1062'STATION.
 CU1062'
 CU1062'STATION MARK, A STANDARD DISK STAMPED DIAMOND 1968, IS BRAZED TO
 CU1062'THE TOP OF A 2 INCH SOIL PIPE WHICH PROJECTS 3 INCHES.  THE MARK IS
 CU1062'ON THE HIGHEST POINT OF BUTTE AND 6.5 FEET SOUTHWEST OF WITNESS.
 CU1062'
 CU1062'REFERENCE MARK 1, A STANDARD DISK STAMPED DIAMOND NO 1 1968,
 CU1062'IS BRAZED TO THE TOP OF A 2 INCH SOIL PIPE WHICH PROJECTS
 CU1062'6 INCHES AND ABOUT 1 FOOT LOWER THAN THE STATION.  THE MARK IS
 CU1062'19.5 FEET SOUTHEAST OF WITNESS POST.
 CU1062'
 CU1062'REFERENCE MARK 2, A STANDARD DISK STAMPED DIAMOND NO 2 1968,
 CU1062'IS BRAZED TO THE TOP OF A 2 INCH SOIL PIPE WHICH PROJECTS 4
 CU1062'INCHES AND ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK IS
 CU1062'17.5 FEET NORTHWEST OF WITNESS POST.
 CU1062'
 CU1062'AZIMUTH MARK, A STANDARD DISK STAMPED DIAMOND 1968, IS SET
 CU1062'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 CU1062'MARK IS 36 FEET EAST OF CENTER OF TRACK ROAD, 26 FEET NORTH OF
 CU1062'CENTER OF GRAVEL ROAD AND 3 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0896 ***********************************************************************
 BY0896  DESIGNATION -  DIBOLL
 BY0896  PID         -  BY0896
 BY0896  STATE/COUNTY-  TX/ANGELINA
 BY0896  USGS QUAD   -  DIBOLL (1980)
 BY0896
 BY0896                         *CURRENT SURVEY CONTROL
 BY0896  ___________________________________________________________________
 BY0896* NAD 83(1993)-  31 09 38.49654(N)    094 46 44.99251(W)     ADJUSTED  
 BY0896* NAVD 88     -        86.08   (+/-2cm)     282.4    (feet)  VERTCON   
 BY0896  ___________________________________________________________________
 BY0896  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 BY0896  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BY0896
 BY0896  HORZ ORDER  -  THIRD
 BY0896  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0896
 BY0896.The horizontal coordinates were established by classical geodetic methods
 BY0896.and adjusted by the National Geodetic Survey in February 1996..
 BY0896
 BY0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0896.The vertical order pertains to the NGVD 29 superseded value.
 BY0896
 BY0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0896
 BY0896.The geoid height was determined by GEOID03.
 BY0896
 BY0896;                    North         East     Units Scale Factor Converg.
 BY0896;SPC TX C     - 3,178,836.570 1,229,274.648   MT  0.99988559   +2 51 38.6
 BY0896;SPC TX C     -10,429,232.98  4,033,045.24   sFT  0.99988559   +2 51 38.6
 BY0896;UTM  15      - 3,448,773.659   330,422.897   MT  0.99995471   -0 55 15.0
 BY0896
 BY0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0896!SPC TX C     -   0.99999082  x   0.99988559  =   0.99987641
 BY0896!UTM  15      -   0.99999082  x   0.99995471  =   0.99994553
 BY0896
 BY0896|---------------------------------------------------------------------|
 BY0896| PID    Reference Object                     Distance      Geod. Az  |
 BY0896|                                                           dddmmss.s |
 BY0896| BY0897 DIBOLL RM 1                          24.987 METERS 00239     |
 BY0896| CV8377 DIBOLL AZ MK                                       1022329.2 |
 BY0896| BY0898 DIBOLL RM 2                          20.068 METERS 10818     |
 BY0896|---------------------------------------------------------------------|
 BY0896
 BY0896                          SUPERSEDED SURVEY CONTROL
 BY0896
 BY0896  NAD 83(1986)-  31 09 38.50729(N)    094 46 44.98069(W) AD(       ) 3
 BY0896  NAD 27      -  31 09 37.83900(N)    094 46 44.22800(W) AD(       ) 3
 BY0896  NGVD 29 (??/??/92)   86.118  (m)          282.54   (f) ADJ UNCH    2 0
 BY0896
 BY0896.Superseded values are not recommended for survey control.
 BY0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0896.See file dsdata.txt to determine how the superseded data were derived.
 BY0896
 BY0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3042348774(NAD 83)
 BY0896_MARKER: DD = SURVEY DISK
 BY0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0896_STAMPING: DIBOLL
 BY0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0896+STABILITY: SURFACE MOTION
 BY0896
 BY0896  HISTORY     - Date     Condition        Report By
 BY0896  HISTORY     - 1949     MONUMENTED       USE
 BY0896  HISTORY     - 1949     GOOD             NGS
 BY0896  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0896
 BY0896                          STATION DESCRIPTION
 BY0896
 BY0896'DESCRIBED BY US ENGINEERS 1949 (RLE)
 BY0896'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH-SOUTHWEST OF DIBOLL
 BY0896'NEAR THE TOP OF A THICKLY TIMBERED HILL.  IT IS A STANDARD
 BY0896'U.S.E.D. DISK SET IN A 12 INCH BY 10 INCH CONCRETE POST
 BY0896'PROJECTING 3 INCHES ABOVE THE GROUND LEVEL.  IT IS STAMPED
 BY0896'DIBOLL.
 BY0896'
 BY0896'REFERENCE MARK NO. 1 IS LOCATED ON TOP OF THE HILL ABOUT
 BY0896'2.0 FEET ABOVE THE ELEVATION OF THE STATION MARK.  IT PROJECTS
 BY0896'2 INCHES AND IS STAMPED DIBOLL NO. 1 1949.
 BY0896'
 BY0896'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL ABOUT
 BY0896'2.0 FEET BELOW THE ELEVATION OF THE STATION MARK.  IT IS
 BY0896'2.0 FEET NORTH-NORTHWEST OF A WITNESS POST.  IT PROJECTS
 BY0896'3 INCHES AND IS STAMPED DIBOLL NO. 2 1949.
 BY0896'
 BY0896'THE AZIMUTH MARK IS A STANDARD U.S.E.D. DISK SET IN A 12 INCH
 BY0896'BY 12 INCH CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND
 BY0896'LEVEL.  IT IS 12.0 FEET NORTH OF THE CENTER OF A GRADED ROAD
 BY0896'AND IS STAMPED AZIMUTH.
 BY0896'
 BY0896'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DIBOLL GO
 BY0896'EAST ON BLACK TOP ROAD FOR 0.2 MILE TO U.S. HIGHWAY NO. 59,
 BY0896'TURN RIGHT ON U.S. HIGHWAY NO. 59 AND GO 2.0 MILES TO A CROSS ROAD,
 BY0896'TURN LEFT ON DIRT ROAD AND GO 1.25 MILES TO A DIM TRACK ROAD
 BY0896'LEFT, TURN LEFT ON TRACK ROAD AND GO 0.1 MILE TO TOP OF RISE
 BY0896'AND STATION ON THE LEFT.
 BY0896'
 BY0896'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST AND SOUTH ON
 BY0896'TRACK ROAD FOR 0.1 MILE TO GRADED DIRT ROAD, TURN LEFT ON
 BY0896'DIRT ROAD AND GO 0.15 MILE AND MARK ON THE LEFT.
 BY0896'
 BY0896'A 110 FOOT SIGNAL AT STATION CYPRESS LAKE IS VISIBLE AT
 BY0896'64 FEET.
 BY0896'
 BY0896'AN 87 FOOT SIGNAL AT STATION TRAM (U.S.E.D.) IS VISIBLE
 BY0896'AT 64 FEET.
 BY0896'
 BY0896'A 100 FOOT SIGNAL AT STATION WAKEFIELD IS VISIBLE AT 64 FEET.
 BY0896'
 BY0896'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BY0896
 BY0896                          STATION RECOVERY (1949)
 BY0896
 BY0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BY0896'3.5 MI SE FROM DIBOLL.
 BY0896'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE TEXAS AND NEW ORLEANS
 BY0896'RAILROAD STATION AT DIBOLL, THENCE 2.0 MILES SOUTH ALONG NEW U.S.
 BY0896'HIGHWAY 59, THENCE 1.25 MILES EAST ALONG AN OLD C.C.C. ROAD, ABOUT 0.1
 BY0896'MILE WEST OF A WOODS ROAD LEADING NORTHEAST, 304.0 FEET NORTH OF THE
 BY0896'CENTER LINE OF THE ROAD, 282.0 FEET NORTH OF A REFERENCE POST WHICH IS
 BY0896'ON THE NORTH SIDE OF THE C.C.C. ROAD, 82.0 FEET SOUTH OF DIBOLL R.M.
 BY0896'NO. 1, 65.7 FEET WEST OF DIBOLL R.M. NO. 2, 28.7 FEET SOUTHWEST OF A
 BY0896'16-INCH TWIN PINE TREE, 20.4 FEET SOUTHEAST OF A 12-INCH PINE TREE,
 BY0896'17.8 FEET NORTHEAST OF A 12-INCH PINE TREE, 13.0 FEET SOUTH OF THE
 BY0896'CENTER LINE OF A DIM WOODS TRAIL, AND SET IN THE TOP OF A CONCRETE
 BY0896'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 BY0896
 BY0896                          STATION RECOVERY (1998)
 BY0896
 BY0896'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0900 ***********************************************************************
 BY0900  DESIGNATION -  DIBOLL EAST AZ MK
 BY0900  PID         -  BY0900
 BY0900  STATE/COUNTY-  TX/ANGELINA
 BY0900  USGS QUAD   -  DIBOLL (1980)
 BY0900
 BY0900                         *CURRENT SURVEY CONTROL
 BY0900  ___________________________________________________________________
 BY0900* NAD 83(1986)-  31 09 34.     (N)    094 46 31.     (W)     SCALED    
 BY0900* NAVD 88     -        70.09   (+/-2cm)     230.0    (feet)  VERTCON   
 BY0900  ___________________________________________________________________
 BY0900  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BY0900
 BY0900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0900
 BY0900.The horizontal coordinates were scaled from a topographic map and have
 BY0900.an estimated accuracy of +/- 6 seconds.
 BY0900
 BY0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0900.The vertical order pertains to the NGVD 29 superseded value.
 BY0900
 BY0900.The geoid height was determined by GEOID03.
 BY0900
 BY0900;                    North         East    Units  Estimated Accuracy
 BY0900;SPC TX C     - 3,178,720.    1,229,650.      MT  (+/- 180 meters Scaled)
 BY0900
 BY0900                          SUPERSEDED SURVEY CONTROL
 BY0900
 BY0900  NGVD 29 (??/??/92)   70.131  (m)          230.09   (f) ADJ UNCH    2 0
 BY0900
 BY0900.Superseded values are not recommended for survey control.
 BY0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0900.See file dsdata.txt to determine how the superseded data were derived.
 BY0900
 BY0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ307486(NAD 83)
 BY0900_MARKER: DD = SURVEY DISK
 BY0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0900_STAMPING: AZIMUTH
 BY0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0900+STABILITY: SURFACE MOTION
 BY0900
 BY0900  HISTORY     - Date     Condition        Report By
 BY0900  HISTORY     - UNK      MONUMENTED       DOD
 BY0900  HISTORY     - 1949     GOOD             NGS
 BY0900  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0900
 BY0900                          STATION DESCRIPTION
 BY0900
 BY0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0900'3.65 MI SE FROM DIBOLL.
 BY0900'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE TEXAS AND NEW ORLEANS
 BY0900'RAILROAD STATION AT DIBOLL, THENCE 2.0 MILES SOUTH ALONG NEW U.S.
 BY0900'HIGHWAY 59, THENCE 1.4 MILES EAST ALONG AN OLD C.C.C. ROAD, 0.15 MILE
 BY0900'EAST OF DIBOLL (C. OF E.), 0.1 MILE WEST OF AN ABANDONED BRIDGE OVER A
 BY0900'SMALL CREEK, 0.04 MILE EAST OF A WOODS ROAD LEADING NORTHEAST, 10.0
 BY0900'FEET NORTH OF THE CENTER LINE OF THE ROAD, 6.8 FEET EAST OF A 10 INCH
 BY0900'PINE TREE, 5.7 FEET SOUTH OF A 10 INCH PINE TREE, 3.5 FEET SOUTHWEST
 BY0900'OF AN 8 INCH OAK TREE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE
 BY0900'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY0900
 BY0900                          STATION RECOVERY (1998)
 BY0900
 BY0900'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0897 ***********************************************************************
 BY0897  DESIGNATION -  DIBOLL RM 1
 BY0897  PID         -  BY0897
 BY0897  STATE/COUNTY-  TX/ANGELINA
 BY0897  USGS QUAD   -  DIBOLL (1980)
 BY0897
 BY0897                         *CURRENT SURVEY CONTROL
 BY0897  ___________________________________________________________________
 BY0897* NAD 83(1986)-  31 09 38.     (N)    094 46 45.     (W)     SCALED    
 BY0897* NAVD 88     -        86.68   (+/-2cm)     284.4    (feet)  VERTCON   
 BY0897  ___________________________________________________________________
 BY0897  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BY0897
 BY0897  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0897
 BY0897.The horizontal coordinates were scaled from a topographic map and have
 BY0897.an estimated accuracy of +/- 6 seconds.
 BY0897
 BY0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0897.The vertical order pertains to the NGVD 29 superseded value.
 BY0897
 BY0897.The geoid height was determined by GEOID03.
 BY0897
 BY0897;                    North         East    Units  Estimated Accuracy
 BY0897;SPC TX C     - 3,178,820.    1,229,280.      MT  (+/- 180 meters Scaled)
 BY0897
 BY0897                          SUPERSEDED SURVEY CONTROL
 BY0897
 BY0897  NGVD 29 (??/??/92)   86.713  (m)          284.49   (f) ADJ UNCH    2 0
 BY0897
 BY0897.Superseded values are not recommended for survey control.
 BY0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0897.See file dsdata.txt to determine how the superseded data were derived.
 BY0897
 BY0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ304487(NAD 83)
 BY0897_MARKER: DR = REFERENCE MARK DISK
 BY0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0897_STAMPING: DIBOLL NO 1 1949
 BY0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0897+STABILITY: SURFACE MOTION
 BY0897
 BY0897  HISTORY     - Date     Condition        Report By
 BY0897  HISTORY     - 1949     MONUMENTED       CGS
 BY0897  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0897
 BY0897                          STATION DESCRIPTION
 BY0897
 BY0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0897'3.5 MI SE FROM DIBOLL.
 BY0897'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE TEXAS AND NEW ORLEANS
 BY0897'RAILROAD STATION AT DIBOLL, THENCE 2.0 MILES SOUTH ALONG NEW U.S.
 BY0897'HIGHWAY 59, THENCE 1.25 MILES EAST ALONG AN OLD C.C.C. ROAD, 0.1 MILE
 BY0897'WEST OF A WOODS ROAD WHICH LEADS NORTHEAST, 82.0 FEET NORTH OF DIBOLL
 BY0897'(C. OF E.), AT THE END OF A DIM WOODS TRAIL, 12.6 FEET NORTHWEST OF A
 BY0897'12 INCH PINE TREE, 10.5 FEET NORTHEAST OF A 10 INCH PINE TREE, 10.4
 BY0897'FEET SOUTHWEST OF A 10 INCH PINE TREE, SET IN THE TOP OF A CONCRETE
 BY0897'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY0897
 BY0897                          STATION RECOVERY (1998)
 BY0897
 BY0897'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0898 ***********************************************************************
 BY0898  DESIGNATION -  DIBOLL RM 2
 BY0898  PID         -  BY0898
 BY0898  STATE/COUNTY-  TX/ANGELINA
 BY0898  USGS QUAD   -  DIBOLL (1980)
 BY0898
 BY0898                         *CURRENT SURVEY CONTROL
 BY0898  ___________________________________________________________________
 BY0898* NAD 83(1986)-  31 09 38.     (N)    094 46 45.     (W)     SCALED    
 BY0898* NAVD 88     -        85.14   (+/-2cm)     279.3    (feet)  VERTCON   
 BY0898  ___________________________________________________________________
 BY0898  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BY0898
 BY0898  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0898
 BY0898.The horizontal coordinates were scaled from a topographic map and have
 BY0898.an estimated accuracy of +/- 6 seconds.
 BY0898
 BY0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0898.The vertical order pertains to the NGVD 29 superseded value.
 BY0898
 BY0898.The geoid height was determined by GEOID03.
 BY0898
 BY0898;                    North         East    Units  Estimated Accuracy
 BY0898;SPC TX C     - 3,178,820.    1,229,280.      MT  (+/- 180 meters Scaled)
 BY0898
 BY0898                          SUPERSEDED SURVEY CONTROL
 BY0898
 BY0898  NGVD 29 (??/??/92)   85.182  (m)          279.47   (f) ADJ UNCH    2 0
 BY0898
 BY0898.Superseded values are not recommended for survey control.
 BY0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0898.See file dsdata.txt to determine how the superseded data were derived.
 BY0898
 BY0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ304487(NAD 83)
 BY0898_MARKER: DR = REFERENCE MARK DISK
 BY0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0898_STAMPING: DIBOLL NO 2 1949
 BY0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0898+STABILITY: SURFACE MOTION
 BY0898
 BY0898  HISTORY     - Date     Condition        Report By
 BY0898  HISTORY     - 1949     MONUMENTED       CGS
 BY0898  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0898
 BY0898                          STATION DESCRIPTION
 BY0898
 BY0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0898'3.5 MI SE FROM DIBOLL.
 BY0898'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE TEXAS AND NEW ORLEANS
 BY0898'RAILROAD STATION AT DIBOLL, THENCE 2.0 MILES SOUTH ALONG NEW U.S.
 BY0898'HIGHWAY 59, THENCE 1.25 MILES EAST ALONG AN OLD C.C.C. ROAD, 0.1 MILE
 BY0898'WEST OF A WOODS ROAD WHICH LEADS NORTHEAST, 65.7 FEET EAST OF DIBOLL
 BY0898'(C. OF E.), 9.0 FEET SOUTH OF THE CENTER LINE OF A DIM WOODS TRAIL,
 BY0898'6.3 FEET EAST OF AN 8 INCH OAK TREE, 2.3 FEET NORTHWEST OF A WITNESS
 BY0898'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 BY0898'THE GROUND.
 BY0898
 BY0898                          STATION RECOVERY (1998)
 BY0898
 BY0898'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2657 ***********************************************************************
 BY2657  DESIGNATION -  DIBOLL SOU LUMBER CO PWR STK
 BY2657  PID         -  BY2657
 BY2657  STATE/COUNTY-  TX/ANGELINA
 BY2657  USGS QUAD   -  DIBOLL (1980)
 BY2657
 BY2657                         *CURRENT SURVEY CONTROL
 BY2657  ___________________________________________________________________
 BY2657* NAD 83(1993)-  31 11 11.87007(N)    094 47 17.32375(W)     ADJUSTED  
 BY2657* NAVD 88     -                                                        
 BY2657  ___________________________________________________________________
 BY2657  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BY2657  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BY2657
 BY2657  HORZ ORDER  -  THIRD
 BY2657
 BY2657.The horizontal coordinates were established by classical geodetic methods
 BY2657.and adjusted by the National Geodetic Survey in February 1996..
 BY2657
 BY2657
 BY2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2657
 BY2657.The geoid height was determined by GEOID03.
 BY2657
 BY2657;                    North         East     Units Scale Factor Converg.
 BY2657;SPC TX C     - 3,181,665.684 1,228,276.265   MT  0.99988695   +2 51 22.0
 BY2657;SPC TX C     -10,438,514.83  4,029,769.71   sFT  0.99988695   +2 51 22.0
 BY2657;UTM  15      - 3,451,662.667   329,613.237   MT  0.99995810   -0 55 34.2
 BY2657
 BY2657                          SUPERSEDED SURVEY CONTROL
 BY2657
 BY2657  NAD 83(1986)-  31 11 11.88135(N)    094 47 17.31109(W) AD(       ) 4
 BY2657  NAD 27      -  31 11 11.20200(N)    094 47 16.56300(W) AD(       ) 3
 BY2657
 BY2657.Superseded values are not recommended for survey control.
 BY2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2657.See file dsdata.txt to determine how the superseded data were derived.
 BY2657
 BY2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2961351663(NAD 83)
 BY2657_MARKER: 63 = STACK
 BY2657
 BY2657  HISTORY     - Date     Condition        Report By
 BY2657  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2657  HISTORY     - 1954     GOOD             CGS
 BY2657  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2657
 BY2657                          STATION DESCRIPTION
 BY2657
 BY2657'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2657'THE STATION IS THE STACK OF THE SOUTHERN PINE LUMBER COMPANY
 BY2657'POWER PLANT.  LOCATED JUST NORTH OF THE RAILROAD STATION
 BY2657'IN DIBOLL.  IT IS THE LARGEST OF A GROUP OF FOUR STACKS, AN
 BY2657'ALL CONCRETE STRUCTURE ABOUT 225 FEET HIGH.  POINT OBSERVED
 BY2657'UPON, CENTER OF THE TOP OF THE STACK.
 BY2657
 BY2657                          STATION RECOVERY (1954)
 BY2657
 BY2657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 BY2657'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 BY2657'CONDITION.
 BY2657
 BY2657                          STATION RECOVERY (1998)
 BY2657
 BY2657'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2658 ***********************************************************************
 BY2658  DESIGNATION -  DIBOLL SOU LUMBER CO TANK
 BY2658  PID         -  BY2658
 BY2658  STATE/COUNTY-  TX/ANGELINA
 BY2658  USGS QUAD   -  DIBOLL (1980)
 BY2658
 BY2658                         *CURRENT SURVEY CONTROL
 BY2658  ___________________________________________________________________
 BY2658* NAD 83(1993)-  31 11 08.35479(N)    094 47 21.14374(W)     ADJUSTED  
 BY2658* NAVD 88     -                                                        
 BY2658  ___________________________________________________________________
 BY2658  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 BY2658  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BY2658
 BY2658  HORZ ORDER  -  THIRD
 BY2658
 BY2658.The horizontal coordinates were established by classical geodetic methods
 BY2658.and adjusted by the National Geodetic Survey in February 1996..
 BY2658
 BY2658
 BY2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2658
 BY2658.The geoid height was determined by GEOID03.
 BY2658
 BY2658;                    North         East     Units Scale Factor Converg.
 BY2658;SPC TX C     - 3,181,552.529 1,228,180.653   MT  0.99988689   +2 51 20.0
 BY2658;SPC TX C     -10,438,143.59  4,029,456.03   sFT  0.99988689   +2 51 20.0
 BY2658;UTM  15      - 3,451,556.058   329,510.361   MT  0.99995854   -0 55 36.1
 BY2658
 BY2658                          SUPERSEDED SURVEY CONTROL
 BY2658
 BY2658  NAD 83(1986)-  31 11 08.36608(N)    094 47 21.13108(W) AD(       ) 4
 BY2658  NAD 27      -  31 11 07.68700(N)    094 47 20.38300(W) AD(       ) 3
 BY2658
 BY2658.Superseded values are not recommended for survey control.
 BY2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2658.See file dsdata.txt to determine how the superseded data were derived.
 BY2658
 BY2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2951051556(NAD 83)
 BY2658_MARKER: 53 = ELEVATED TANK
 BY2658
 BY2658  HISTORY     - Date     Condition        Report By
 BY2658  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2658  HISTORY     - 1954     GOOD             CGS
 BY2658  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2658
 BY2658                          STATION DESCRIPTION
 BY2658
 BY2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2658'THE STATION IS THE WATER TANK OF THE SOUTHERN PINE LUMBER
 BY2658'COMPANY.  LOCATED JUST NORTH-NORTHWEST OF THE RAILROAD STATION
 BY2658'IN DIBOLL.  IT IS THE SMALLEST AND TALLEST ONE OF TWO TANKS
 BY2658'OF THE LUMBER COMPANY WATER SUPPLY.  A FOUR LEGGED STEEL
 BY2658'STRUCTURE ABOUT 110 FEET HIGH.  POINT OBSERVED UPON, FINIAL
 BY2658'ON THE APEX OF THE TANK ROOF.
 BY2658
 BY2658                          STATION RECOVERY (1954)
 BY2658
 BY2658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 BY2658'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 BY2658'CONDITION.
 BY2658
 BY2658                          STATION RECOVERY (1998)
 BY2658
 BY2658'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0899 ***********************************************************************
 BY0899  DESIGNATION -  DIBOLL WEST AZ MK
 BY0899  PID         -  BY0899
 BY0899  STATE/COUNTY-  TX/ANGELINA
 BY0899  USGS QUAD   -  DIBOLL (1980)
 BY0899
 BY0899                         *CURRENT SURVEY CONTROL
 BY0899  ___________________________________________________________________
 BY0899* NAD 83(1986)-  31 09 36.     (N)    094 46 41.     (W)     SCALED    
 BY0899* NAVD 88     -        76.30   (+/-2cm)     250.3    (feet)  VERTCON   
 BY0899  ___________________________________________________________________
 BY0899  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BY0899
 BY0899  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0899
 BY0899.The horizontal coordinates were scaled from a topographic map and have
 BY0899.an estimated accuracy of +/- 6 seconds.
 BY0899
 BY0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0899.The vertical order pertains to the NGVD 29 superseded value.
 BY0899
 BY0899.The geoid height was determined by GEOID03.
 BY0899
 BY0899;                    North         East    Units  Estimated Accuracy
 BY0899;SPC TX C     - 3,178,770.    1,229,380.      MT  (+/- 180 meters Scaled)
 BY0899
 BY0899                          SUPERSEDED SURVEY CONTROL
 BY0899
 BY0899  NGVD 29 (??/??/92)   76.338  (m)          250.45   (f) ADJ UNCH    2 0
 BY0899
 BY0899.Superseded values are not recommended for survey control.
 BY0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0899.See file dsdata.txt to determine how the superseded data were derived.
 BY0899
 BY0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ305486(NAD 83)
 BY0899_MARKER: DD = SURVEY DISK
 BY0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0899_STAMPING: AZIMUTH
 BY0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0899+STABILITY: SURFACE MOTION
 BY0899
 BY0899  HISTORY     - Date     Condition        Report By
 BY0899  HISTORY     - UNK      MONUMENTED       DOD
 BY0899  HISTORY     - 1949     GOOD             NGS
 BY0899  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0899
 BY0899                          STATION DESCRIPTION
 BY0899
 BY0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0899'3.55 MI SE FROM DIBOLL.
 BY0899'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE TEXAS AND NEW ORLEANS
 BY0899'RAILROAD STATION AT DIBOLL, THENCE 2.0 MILES SOUTH ALONG NEW U.S.
 BY0899'HIGHWAY 59, THENCE 1.3 MILES EAST ALONG AN OLD C.C.C. ROAD, 0.05 MILE
 BY0899'EAST OF DIBOLL (C. OF E.), 125 FEET SOUTHWEST OF A WOODS ROAD WHICH
 BY0899'LEADS NORTHEAST, 22.0 FEET NORTHWEST OF THE CENTER LINE OF THE OLD
 BY0899'C.C.C. ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 BY0899'ABOVE THE GROUND.
 BY0899
 BY0899                          STATION RECOVERY (1998)
 BY0899
 BY0899'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2707 ***********************************************************************
 AW2707  DESIGNATION -  DICKENSON AZ
 AW2707  PID         -  AW2707
 AW2707  STATE/COUNTY-  TX/GALVESTON
 AW2707  USGS QUAD   -  TEXAS CITY (1994)
 AW2707
 AW2707                         *CURRENT SURVEY CONTROL
 AW2707  ___________________________________________________________________
 AW2707* NAD 83(1986)-  29 27 07.     (N)    094 58 12.     (W)     SCALED    
 AW2707* NAVD 88     -         3.67   (+/-2cm)      12.0    (feet)  VERTCON   
 AW2707  ___________________________________________________________________
 AW2707  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW2707
 AW2707  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2707
 AW2707.The horizontal coordinates were scaled from a topographic map and have
 AW2707.an estimated accuracy of +/- 6 seconds.
 AW2707
 AW2707.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2707.The vertical order pertains to the NGVD 29 superseded value.
 AW2707
 AW2707.The geoid height was determined by GEOID03.
 AW2707
 AW2707;                    North         East    Units  Estimated Accuracy
 AW2707;SPC TXSC     - 4,186,120.      990,830.      MT  (+/- 180 meters Scaled)
 AW2707
 AW2707                          SUPERSEDED SURVEY CONTROL
 AW2707
 AW2707  NGVD 29 (??/??/92)    3.668  (m)           12.03   (f) ADJ UNCH    1 2
 AW2707
 AW2707.Superseded values are not recommended for survey control.
 AW2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2707.See file dsdata.txt to determine how the superseded data were derived.
 AW2707
 AW2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN089596(NAD 83)
 AW2707_MARKER: DZ = AZIMUTH MARK DISK
 AW2707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2707_STAMPING: DICKENSON 1933
 AW2707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2707+STABILITY: SURFACE MOTION
 AW2707
 AW2707  HISTORY     - Date     Condition        Report By
 AW2707  HISTORY     - 1933     MONUMENTED       CGS
 AW2707  HISTORY     - 1936     GOOD             NGS
 AW2707  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2707  HISTORY     - 19940407 MARK NOT FOUND   USPSQD
 AW2707  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW2707  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 AW2707
 AW2707                          STATION DESCRIPTION
 AW2707
 AW2707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW2707'1.0 MI S FROM SAN LEON STATION.
 AW2707'1.0 MILES SOUTHEAST OF THE DEPOT ALONG STATE HIGHWAY 146 BETWEEN TEXAS
 AW2707'CITY AND LAPORTE, 0.6 MILE SOUTHEAST OF DICKINSON BAYOU, ABOUT 200
 AW2707'FEET SOUTH OF RAILROAD SIGN SAN LEON 1 MILE, ABOUT 200 FEET NORTH OF
 AW2707'RAILROAD SIGNAL POST, 52 FEET EAST OF THE EAST RAIL OF RAILROAD, AND
 AW2707'46 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET EAST OF
 AW2707'FENCE LINE.  THIS IS A TRIANGULATION STATION AZIMUTH MARK AND MARKED
 AW2707'BY A STANDARD REFERENCE TABLET.
 AW2707
 AW2707                          STATION RECOVERY (1953)
 AW2707
 AW2707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2707'MARK NOT FOUND.
 AW2707
 AW2707                          STATION RECOVERY (1994)
 AW2707
 AW2707'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2707'MARK NOT FOUND.
 AW2707
 AW2707                          STATION RECOVERY (2004)
 AW2707
 AW2707'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2707'MARK NOT FOUND.
 AW2707
 AW2707                          STATION RECOVERY (2005)
 AW2707
 AW2707'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0603 ***********************************************************************
 EO0603  DESIGNATION -  DICKERSON
 EO0603  PID         -  EO0603
 EO0603  STATE/COUNTY-  TX/DEAF SMITH
 EO0603  USGS QUAD   -  HEREFORD SE (1971)
 EO0603
 EO0603                         *CURRENT SURVEY CONTROL
 EO0603  ___________________________________________________________________
 EO0603* NAD 83(1993)-  34 45 45.62271(N)    102 18 55.12767(W)     ADJUSTED  
 EO0603* NAVD 88     -      1179.4    (meters)    3869.     (feet)  VERTCON   
 EO0603  ___________________________________________________________________
 EO0603  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 EO0603  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 EO0603
 EO0603  HORZ ORDER  -  SECOND
 EO0603
 EO0603.The horizontal coordinates were established by classical geodetic methods
 EO0603.and adjusted by the National Geodetic Survey in February 1996..
 EO0603
 EO0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0603
 EO0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0603
 EO0603.The geoid height was determined by GEOID03.
 EO0603
 EO0603;                    North         East     Units Scale Factor Converg.
 EO0603;SPC TX N     - 1,084,917.347   125,359.943   MT  0.99997579   -0 28 21.0
 EO0603;SPC TX N     - 3,559,433.00    411,285.08   sFT  0.99997579   -0 28 21.0
 EO0603;UTM  13      - 3,850,008.733   745,719.044   MT  1.00034424   +1 31 53.5
 EO0603
 EO0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0603!SPC TX N     -   0.99981891  x   0.99997579  =   0.99979470
 EO0603!UTM  13      -   0.99981891  x   1.00034424  =   1.00016309
 EO0603
 EO0603|---------------------------------------------------------------------|
 EO0603| PID    Reference Object                     Distance      Geod. Az  |
 EO0603|                                                           dddmmss.s |
 EO0603| CJ6209 DICKERSON RM 1                       40.465 METERS 05935     |
 EO0603| CJ6208 DICKERSON AZ MK                                    0900836.5 |
 EO0603| CJ6210 DICKERSON RM 2                       49.966 METERS 29538     |
 EO0603|---------------------------------------------------------------------|
 EO0603
 EO0603                          SUPERSEDED SURVEY CONTROL
 EO0603
 EO0603  NAD 83(1986)-  34 45 45.63005(N)    102 18 55.11955(W) AD(       ) 2
 EO0603  NAD 27      -  34 45 45.40600(N)    102 18 53.40500(W) AD(       ) 2
 EO0603  NGVD 29 (07/19/86) 1178.9    (m)         3868.     (f) VERT ANG       
 EO0603
 EO0603.Superseded values are not recommended for survey control.
 EO0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0603.See file dsdata.txt to determine how the superseded data were derived.
 EO0603
 EO0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU4571950009(NAD 83)
 EO0603_MARKER: DS = TRIANGULATION STATION DISK
 EO0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0603
 EO0603  HISTORY     - Date     Condition        Report By
 EO0603  HISTORY     - 1935     MONUMENTED       CGS
 EO0603  HISTORY     - 1957     POOR             CGS
 EO0603
 EO0603                          STATION DESCRIPTION
 EO0603
 EO0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0603'THIS STATION IS ABOUT 6 MILES SE OF HEREFORD, IN THE NW 1/4
 EO0603'OF SECTION 48, BLOCK M 7, 18-1/2 FEET W OF A FENCE, 34.2 FEET
 EO0603'SW OF A FENCE T-INTERSECTION, 29 FEET S OF THE S RIGHT-OF-WAY
 EO0603'FENCE OF A GRADED ROAD, AND 50 FEET S OF THE CENTER LINE OF
 EO0603'THE GRADED ROAD.  THE MARK PROJECTS 6 INCHES.  IT IS IN THE
 EO0603'NE CORNER OF THE BARNYARD OF THE FARM PLACE OWNED AND OCCUPIED
 EO0603'BY MR. J.W. DICKERSON.
 EO0603'
 EO0603'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0603'BRONZE DISKS SET IN CONCRETE.
 EO0603'
 EO0603'REFERENCE MARK NO. 1 IS NE OF THE STATION, AND PROJECTS 6 INCHES.
 EO0603'IT IS 1 FOOT S OF THE N RIGHT-OF-WAY FENCE OF A GRADED ROAD,
 EO0603'AND 19 FEET N OF THE CENTER LINE OF THE GRADED ROAD.
 EO0603'
 EO0603'REFERENCE MARK NO. 2 IS WNW OF THE STATION, AND PROJECTS 2
 EO0603'INCHES.  IT IS 1 FOOT S OF THE N RIGHT-OF-WAY FENCE OF A GRADED
 EO0603'ROAD, 58 FEET NW OF A FENCE T-INTERSECTION, AND 19 FEET N OF
 EO0603'THE CENTER LINE OF THE GRADED ROAD.
 EO0603'
 EO0603'THE AZIMUTH MARK IS E OF THE STATION, AND PROJECTS 6 INCHES.
 EO0603'IT IS 1 FOOT S OF THE S RIGHT-OF-WAY FENCE OF A GRADED ROAD,
 EO0603'AND 19 FEET S OF THE CENTER LINE OF THE GRADED ROAD.
 EO0603'
 EO0603'THE STATION IS REACHED FROM THE NW CORNER OF THE COURTHOUSE
 EO0603'SQUARE IN DIMMITT.  DRIVE W 1 BLOCK, THEN TURN RIGHT AND DRIVE
 EO0603'N ON A GRADED ROAD FOR 6.4 MILES, THEN W 0.4 MILE.  LEAVE
 EO0603'THE MAIN GRADED ROAD AND A TRANSMISSION LINE, AND DRIVE N ON
 EO0603'A GRADED SECTION-LINE ROAD FOR 8.0 MILES, THEN RIGHT AND GO E
 EO0603'0.1 MILE TO THE STATION.
 EO0603'
 EO0603'THIS BEING THE SECOND STATION THIS OBSERVING PARTY OCCUPIED
 EO0603'ON THE SAME PERIOD, IT WAS DARK AND WAS UNABLE TO SEE IF ANY
 EO0603'OF THE STATIONS WERE VISIBLE FROM THE GROUND.  THE AZIMUTH
 EO0603'MARK AND THE REFERENCE MARKS ARE VISIBLE FROM THE GROUND.
 EO0603'
 EO0603'THE LINE TO STATION MONEY IS GRAZING.
 EO0603'
 EO0603'A 50-FOOT TOWER WAS USED.
 EO0603
 EO0603                          STATION RECOVERY (1957)
 EO0603
 EO0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EO0603'THE SITE OF THIS STATION IS NOW IN AN IRRIGATED FIELD AND NO
 EO0603'EVIDENCE OF THE SURFACE MARKS COULD BE FOUND AT THE STATION SITE.
 EO0603'A MONUMENT WAS FOUND IN A RUBBISH HEAP IN THE SOUTHEAST CORNER
 EO0603'OF THE FARM YARD AND A ROUGH MASS OF CONCRETE WAS FOUND IN THE
 EO0603'GROUND ALONG THE NORTH SIDE OF THE ROAD.  THE MASS OF CONCRETE
 EO0603'MAY BE THE BASE OF THE REFERENCE NO. 1.  THE MONUMENT IN THE
 EO0603'RUBBISH IS PROBABLY THE SURFACE STATION MARK FROM WHICH THE
 EO0603'DISK HAD BEEN REMOVED.  AVAILABLE MEASUREMENTS DO NOTCHECK
 EO0603'FOR RECOVERY OF THE STATION SUB-MARK, WHICH APPEARS TO BE
 EO0603'UNDER A DITCH.
 EO0603'
 EO0603'THE AZIMUTH MONUMENT WAS FOUND OUT OF THE GROUND AND THE DISK
 EO0603'WAS SALVAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2973 ***********************************************************************
 CS2973  DESIGNATION -  DICKESON
 CS2973  PID         -  CS2973
 CS2973  STATE/COUNTY-  TX/TARRANT
 CS2973  USGS QUAD   -  PRIMROSE (1976)
 CS2973
 CS2973                         *CURRENT SURVEY CONTROL
 CS2973  ___________________________________________________________________
 CS2973* NAD 83(1993)-  32 34 50.70119(N)    097 24 07.35672(W)     ADJUSTED  
 CS2973* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 CS2973  ___________________________________________________________________
 CS2973  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 CS2973  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS2973
 CS2973  HORZ ORDER  -  SECOND
 CS2973
 CS2973.The horizontal coordinates were established by classical geodetic methods
 CS2973.and adjusted by the National Geodetic Survey in February 1996..
 CS2973
 CS2973.The orthometric height was scaled from a topographic map.
 CS2973
 CS2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2973
 CS2973.The geoid height was determined by GEOID03.
 CS2973
 CS2973;                    North         East     Units Scale Factor Converg.
 CS2973;SPC TXNC     - 2,101,901.803   703,078.538   MT  0.99990617   +0 35 55.7
 CS2973;SPC TXNC     - 6,895,989.50  2,306,683.50   sFT  0.99990617   +0 35 55.7
 CS2973;UTM  14      - 3,605,936.874   649,984.651   MT  0.99987740   +0 51 38.3
 CS2973
 CS2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2973!SPC TXNC     -   0.99996196  x   0.99990617  =   0.99986814
 CS2973!UTM  14      -   0.99996196  x   0.99987740  =   0.99983937
 CS2973
 CS2973:                Primary Azimuth Mark                     Grid Az
 CS2973:SPC TXNC     -  DICKESON AZ MK                           086 44 01.6
 CS2973:UTM  14      -  DICKESON AZ MK                           086 28 19.0
 CS2973
 CS2973|---------------------------------------------------------------------|
 CS2973| PID    Reference Object                     Distance      Geod. Az  |
 CS2973|                                                           dddmmss.s |
 CS2973| CX9465 DICKESON AZ MK                                     0871957.3 |
 CS2973| CX9466 DICKESON RM 1                        18.660 METERS 11022     |
 CS2973| CX9467 DICKESON RM 2                        18.950 METERS 25107     |
 CS2973|---------------------------------------------------------------------|
 CS2973
 CS2973                          SUPERSEDED SURVEY CONTROL
 CS2973
 CS2973  NAD 83(1986)-  32 34 50.70495(N)    097 24 07.33811(W) AD(       ) 2
 CS2973  NAD 27      -  32 34 50.21400(N)    097 24 06.27500(W) AD(       ) 2
 CS2973
 CS2973.Superseded values are not recommended for survey control.
 CS2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2973.See file dsdata.txt to determine how the superseded data were derived.
 CS2973
 CS2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4998505937(NAD 83)
 CS2973_MARKER: DS = TRIANGULATION STATION DISK
 CS2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2973
 CS2973  HISTORY     - Date     Condition        Report By
 CS2973  HISTORY     - 1946     MONUMENTED       CGS
 CS2973  HISTORY     - 1947     GOOD             CGS
 CS2973  HISTORY     - 1962     GOOD             CGS
 CS2973  HISTORY     - 1966     GOOD             CGS
 CS2973
 CS2973                          STATION DESCRIPTION
 CS2973
 CS2973'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS2973'STATION IS LOCATED ABOUT 2.7 MILES W OF THE SMALL VILLAGE
 CS2973'OF CROWLEY AND ON LAND OWNED AND OPERATED BY J.M. DICKESON.
 CS2973'IT IS LOCATED ON THE N SLOPE OF A BARE HILL IN MR. DICKESONS
 CS2973'PASTURE, 0.25 MILE SE OF THE DICKESON FARM BUILDINGS, 150
 CS2973'YARDS W OF FARM BUILDINGS ON THE ADJOINING LAND TO THE E OWNED BY
 CS2973'MR. S.B. WILSON OF FORT WORTH.  IT IS 22 FEET N OF THE E-W
 CS2973'FENCE LINE BETWEEN MR. DICKESONS LAND AND THE LAND TO THE S
 CS2973'OWNED BY MR. L. LEE DANIELS OF DALLAS, AND ABOUT 250 FEET S OF THE
 CS2973'E-W GRAVEL ROAD FROM CROWLEY.
 CS2973'
 CS2973'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN THE
 CS2973'TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED DICKESON 1946
 CS2973'AND PROJECTS 2 INCHES.
 CS2973'
 CS2973'REFERENCE MARK 1 IS 61.220 FEET ESE OF THE STATION, IN THE E-W
 CS2973'FENCE LINE.  IT IS A BRONZE REFERENCE MARK, STAMPED DICKESON
 CS2973'NO 1 1946, AND SET IN THE TOP OF A CONCRETE POST.  MARK PROJECTS
 CS2973'3 INCHES.
 CS2973'
 CS2973'REFERENCE MARK 2 IS 62.17 FEET WSW OF THE STATION, IN THE E-W
 CS2973'FENCE LINE.  IT IS A BRONZE REFERENCE MARK, STAMPED DICKESON NO 2
 CS2973'1946, AND SET IN THE TOP OF A CONCRETE POST.  MARK PROJECTS 3
 CS2973'INCHES.
 CS2973'
 CS2973'AZIMUTH MARK IS 1.2 MILES E OF THE STATION, 23 FEET S OF THE
 CS2973'APPROXIMATE CENTER LINE OF THE GRAVELED ROAD W FROM CROWLEY.
 CS2973'IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST.
 CS2973'
 CS2973'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CS2973'AND 81 IN FORT WORTH, GO S ON U.S. HIGHWAY 81 FOR 12.2 MILES
 CS2973'TO THE END OF THE AUTO SPEEDOMETER TESTING MARKS AND A T-ROAD
 CS2973'RIGHT.  TURN RIGHT AND GO W TO THE SMALL VILLAGE OF CROWLEY,
 CS2973'CONTINUE ON W FROM THE RAILROAD CROSSING FOR 1.4 MILES TO THE
 CS2973'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON W FOR 1.3
 CS2973'MILES TO THE STATION AS DESCRIBED.
 CS2973'
 CS2973'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 CS2973
 CS2973                          STATION RECOVERY (1947)
 CS2973
 CS2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS2973'THE STATION WAS RECOVERED AS DESCRIBED BY R.A.M. IN 1946 AND
 CS2973'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE
 CS2973'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  A COMPLETE NEW
 CS2973'DESCRIPTION FOLLOWS.
 CS2973'
 CS2973'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH-SOUTHWEST
 CS2973'OF FT. WORTH, ABOUT 3 MILES WEST OF THE SMALL TOWN OF CROWLEY,
 CS2973'ON LAND OWNED AND OCCUPIED BY MR. J.M. DICKESON.  IT IS ON THE
 CS2973'NORTH SLOPE OF A BARE HILL ABOUT 0.25 MILE SOUTHEAST OF MR.
 CS2973'DICKESONS HOUSE AND ABOUT 150 YARDS WEST OF A SMALL FRAME
 CS2973'HOUSE ON THE ADJOINING PROPERTY.  IT IS 22 FEET NORTH OF AN
 CS2973'EAST-WEST FENCE LINE AND 250 FEET SOUTH OF A GRAVELLED ROAD.
 CS2973'THE DISK IS STAMPED DICKESON 1946 AND PROJECTS 4 INCHES.
 CS2973'
 CS2973'REFERENCE MARK NO. 1 IS 61.22 FEET EAST-SOUTHEAST OF THE
 CS2973'STATION, 2.4 FEET EAST OF A WITNESS POST, AND 1 FOOT NORTH OF
 CS2973'THE FENCE LINE.  THE DISK IS STAMPED DICKESON NO 1 1946 AND
 CS2973'PROJECTS 2 INCHES.
 CS2973'
 CS2973'REFERENCE MARK NO. 2 IS 62.17 FEET WEST-SOUTHWEST OF THE STATION
 CS2973'AND 1 FOOT NORTH OF THE FENCE LINE.  THE DISK IS STAMPED DICKESON
 CS2973'NO 2 1946 AND PROJECTS 3 INCHES.
 CS2973'
 CS2973'THE AZIMUTH MARK IS APPROXIMATELY 1.2 MILES EAST OF THE
 CS2973'STATION, 23 FEET SOUTH OF THE CENTERLINE OF A GRAVELLED ROAD,
 CS2973'1 FOOT SOUTHWEST OF A TELEPHONE POLE, AND 1 FOOT WEST OF A
 CS2973'WITNESS POST.  THE DISK IS STAMPED DICKESON 1946 AND PROJECTS
 CS2973'6 INCHES.
 CS2973'
 CS2973'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND
 CS2973'81 IN FT. WORTH, GO SOUTH ON HIGHWAY 81 FOR 12.8 MILES TO A SIDE
 CS2973'ROAD RIGHT, AT THE END OF THE AUTO SPEEDOMETER TESTING MARKS.
 CS2973'TURN RIGHT AND FOLLOW THE GRAVELLED ROAD FOR 2.3 MILES TO THE
 CS2973'RAILROAD TRACKS AT CROWLEY.
 CS2973'
 CS2973'CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE
 CS2973'LEFT AS DESCRIBED.  CONTINUE AHEAD FOR 1.2 MILES TO THE TOP OF A
 CS2973'LOW RIDGE AND THE STATION ON THE LEFT AS DESCRIBED.
 CS2973'
 CS2973'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 CS2973'
 CS2973'A 64 FOOT SIGNAL AT COZBY 1934 CAN BE SEEN FROM THE GROUND.
 CS2973'
 CS2973'A 64 FOOT SIGNAL AT BOWMAN 1935 CAN BE SEEN FROM THE GROUND.
 CS2973'
 CS2973'A 4 FOOT SIGNAL AT THOMPSON CAN BE SEEN FROM THE GROUND.
 CS2973'
 CS2973'A 64 FOOT SIGNAL AT SELMAN 1947 CAN BE SEEN FROM THE GROUND.
 CS2973'
 CS2973'A 37 FOOT SIGNAL AT BURLESON CAN BE SEEN FROM THE GROUND.
 CS2973'
 CS2973'A 64 FOOT SIGNAL AT VILLAGE CAN BE SEEN AT 64 FEET.
 CS2973'
 CS2973'A 37 FOOT SIGNAL AT CADDO 1946 CAN BE SEEN FROM 64 FEET.
 CS2973'
 CS2973'A 4 FOOT SIGNAL AT GODLEY CAN BE SEEN FROM THE GROUND.
 CS2973
 CS2973                          STATION RECOVERY (1962)
 CS2973
 CS2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS2973'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS2973'MARK WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 CS2973'AND THE 1947 RECOVERY NOTE DESCRIPTION ARE ADEQUATE FOR
 CS2973'RECOVERY.  A METAL WITNESS POST WAS SET AT THE AZIMUTH MARK
 CS2973'BY THIS PARTY.
 CS2973'
 CS2973'TO REACH THE STATION FROM THE POST OFFICE IN CROWLEY, GO WEST
 CS2973'ON THE BLACKTOP ROAD, (MAIN STREET) FOR 1.4 MILES TO THE AZIMUTH
 CS2973'MARK ON THE LEFT AT THE NORTH TURN OF THE JOG IN THE ROAD.
 CS2973'CONTINUE WESTERLY FOR 0.4 MILE TO A ROAD FORK.  TAKE LEFT FORK,
 CS2973'STRAIGHT AHEAD, GO 0.9 MILE TO SUMMIT OF ROAD AND STATION ON
 CS2973'THE LEFT.
 CS2973'
 CS2973'ADDITIONAL NOTES FOR THE RECOVERY OF THE AZIMUTH MARK
 CS2973'FOLLOWS--AZIMUTH MARK, A STANDARD DISK, STAMPED DICKESON 1946, IS
 CS2973'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 1
 CS2973'INCH.  IT IS 23 FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD,
 CS2973'2 FEET SOUTHEAST OF A TELEPHONE POLE WHICH IS SAWED OFF
 CS2973'ABOUT 6 FEET ABOVE THE GROUND, AND 1 FOOT SOUTH OF A METAL
 CS2973'WITNESS POST.
 CS2973
 CS2973                          STATION RECOVERY (1966)
 CS2973
 CS2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2973'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CS2973'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 CS2973'1947 RECOVERY NOTE.  ADDITIONAL MEASUREMENTS FOR RECOVERY OF
 CS2973'THE AZIMUTH MARK AND ROUTE TO STATION IS AS FOLLOWS--
 CS2973'
 CS2973'AZIMUTH MARK, A STANDARD DISK, STAMPED DICKESON 1946, SET IN
 CS2973'A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 CS2973'GROUND.  IT IS 23 FEET SOUTH OF THE CENTER LINE OF A BLACK
 CS2973'TOP ROAD, 2 FEET SOUTHEAST OF A TELEPHONE UNDER GROUND CABLE
 CS2973'POST, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 CS2973'
 CS2973'TO REACH THE STATION FROM THE POST OFFICE IN CROWLEY, GO
 CS2973'WEST ON MAIN STREET AND A BLACK TOP ROAD FOR 1.4 MILES TO THE
 CS2973'AZIMUTH MARK ON THE LEFT AT THE NORTH TURN OF A JOG IN ROAD.
 CS2973'CONTINUE WEST ON THE BLACK TOP ROAD 0.4 MILE TO A ROAD FORK.
 CS2973'KEEP LEFT FORK, WEST, ON A DIRT ROAD, GO 0.9 MILE TO SUMMIT
 CS2973'OF ROAD AND THE STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6766 ***********************************************************************
 AW6766  DESIGNATION -  DICKINSON
 AW6766  PID         -  AW6766
 AW6766  STATE/COUNTY-  TX/GALVESTON
 AW6766  USGS QUAD   -  DICKINSON (1997)
 AW6766
 AW6766                         *CURRENT SURVEY CONTROL
 AW6766  ___________________________________________________________________
 AW6766* NAD 83(1993)-  29 29 01.06363(N)    095 04 23.22625(W)     ADJUSTED  
 AW6766* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AW6766  ___________________________________________________________________
 AW6766  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6766  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW6766
 AW6766  HORZ ORDER  -  FIRST
 AW6766
 AW6766.The horizontal coordinates were established by classical geodetic methods
 AW6766.and adjusted by the National Geodetic Survey in February 1996..
 AW6766
 AW6766.The orthometric height was scaled from a topographic map.
 AW6766
 AW6766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6766
 AW6766.The geoid height was determined by GEOID03.
 AW6766
 AW6766;                    North         East     Units Scale Factor Converg.
 AW6766;SPC TXSC     - 4,189,288.694   980,713.999   MT  0.99986660   +1 55 25.8
 AW6766;SPC TXSC     -13,744,357.99  3,217,559.18   sFT  0.99986660   +1 55 25.8
 AW6766;UTM  15      - 3,263,359.677   299,002.731   MT  1.00009852   -1 01 14.4
 AW6766
 AW6766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6766!SPC TXSC     -   1.00000329  x   0.99986660  =   0.99986989
 AW6766!UTM  15      -   1.00000329  x   1.00009852  =   1.00010181
 AW6766
 AW6766|---------------------------------------------------------------------|
 AW6766| PID    Reference Object                     Distance      Geod. Az  |
 AW6766|                                                           dddmmss.s |
 AW6766| CV7101 DICKINSON RM 2                       29.508 METERS 07634     |
 AW6766| AW6040 TEXAS CITY KNOX REFINING TANK       APPROX.18.6 KM 1285340.2 |
 AW6766| CV7099 DICKINSON AZ MK                                    1415902.6 |
 AW6766| AW6770 ALVIN E MUN WATER TANK              APPROX.18.0 KM 2485105.1 |
 AW6766| AW6408 LEAGUE CITY POWERHOUSE TANK         APPROX. 4.4 KM 3140010.7 |
 AW6766| CV7100 DICKINSON RM 1                                     3252420.2 |
 AW6766|---------------------------------------------------------------------|
 AW6766
 AW6766                          SUPERSEDED SURVEY CONTROL
 AW6766
 AW6766  NAD 83(1986)-  29 29 01.07938(N)    095 04 23.20520(W) AD(       ) 1
 AW6766  NAD 27      -  29 29 00.23136(N)    095 04 22.46564(W) AD(       ) 1
 AW6766
 AW6766.Superseded values are not recommended for survey control.
 AW6766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6766.See file dsdata.txt to determine how the superseded data were derived.
 AW6766
 AW6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9900363360(NAD 83)
 AW6766_MARKER: DS = TRIANGULATION STATION DISK
 AW6766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6766
 AW6766  HISTORY     - Date     Condition        Report By
 AW6766  HISTORY     - 1931     MONUMENTED       CGS
 AW6766  HISTORY     - 1937     GOOD             TXHD
 AW6766  HISTORY     - 1944     GOOD             LOCENG
 AW6766  HISTORY     - 1960     GOOD             HLPCO
 AW6766  HISTORY     - 1961     GOOD             CGS
 AW6766  HISTORY     - 19940407 MARK NOT FOUND   USPSQD
 AW6766  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 AW6766  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW6766  HISTORY     - 20050629 MARK NOT FOUND   USPSQD
 AW6766
 AW6766                          STATION DESCRIPTION
 AW6766
 AW6766'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW6766'ABOUT 2-1/2 MILES NW OF THE TOWN OF DICKINSON, 2 MILES SE OF
 AW6766'LEAGUE CITY, ON W SIDE OF GALVESTON-HOUSTON HIGHWAY (U.S.75),
 AW6766'ON LAND BELONGING TO MRS. TONY EMMETT OF DICKINSON, 0.25
 AW6766'MILE SE OF A THREE-SPAN SLAB CULVERT, IN N CORNER OF FRONT YARD OF
 AW6766'A FARM TENANT HOUSE, 51 FEET SW OF CENTER LINE OF PAVED HIGHWAY,
 AW6766'40.5 FEET FROM E CORNER OF HOUSE, 33.0 FEET FROM N CORNER, AND
 AW6766'21 FEET S OF FENCE CORNER IN E CORNER OF GARDEN.
 AW6766'
 AW6766'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW6766'DISKS SET IN CONCRETE.
 AW6766'
 AW6766'SURFACE MARK IS FLUSH WITH GROUND.
 AW6766'
 AW6766'REFERENCE MARK NO. 1 PROJECTS 5 INCHES ABOVE GROUND, IS ABOUT
 AW6766'2-3/4 MILES NW OF TOWN OF DICKINSON, ON NE SIDE OF HIGHWAY,
 AW6766'IN A FENCE CORNER, E OF A THREE-SPAN CULVERT, 20.3 FEET NW OF
 AW6766'A PROPERTY CORNER STAKE, 1.5 FEET SW OF A LINE OF POWER-LINE
 AW6766'POLES, 57.6 FEET FROM THE N END AND 50.7 FEET FROM THE S END
 AW6766'OF THE NE RAIL OF THE CULVERT, AND 0.25 MILE FROM STATION,
 AW6766'N 34 DEG 36 MIN W.
 AW6766'
 AW6766'REFERENCE MARK NO. 2 PROJECTS 6 INCHES ABOVE GROUND, IS ABOUT
 AW6766'2-1/2 MILES NW OF DICKINSON, ON NE SIDE OF HIGHWAY, ABOUT 200
 AW6766'FEET S OF A FARMHOUSE, IN PROPERTY LINE FENCE, 250 FEET SE OF
 AW6766'LANE TO HOUSE, 36 FEET NE OF CENTER LINE OF PAVED HIGHWAY,
 AW6766'AND 96.81 FEET FROM STATION, N 76 DEG 34 MIN E.
 AW6766'BEARING FROM STATION OF DICKINSON ICE AND FUEL COMPANY, TANK,
 AW6766'DISTANT 2 MILES, S 38 DEG 01 MIN E.
 AW6766
 AW6766                          STATION RECOVERY (1937)
 AW6766
 AW6766'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW6766'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 AW6766'NO ATTEMPT MADE TO RECOVER REFERENCE MARKS.
 AW6766
 AW6766                          STATION RECOVERY (1944)
 AW6766
 AW6766'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (JJP)
 AW6766'RECOVERED BY ROBERT H. RAY INC.
 AW6766'
 AW6766'STATION RECOVERED IN GOOD CONDITION.  THE HOUSE USED IN
 AW6766'DESCRIPTION HAS BEEN REMOVED ALSO THE GARDEN FENCE HAS BEEN
 AW6766'REMOVED.
 AW6766
 AW6766                          STATION RECOVERY (1960)
 AW6766
 AW6766'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1960
 AW6766'STATION AND REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 AW6766'THERE ARE NO WITNESS POSTS BY ANY OF THE MONUMENTS.  STATION
 AW6766'IS 325 FEET S OF E OF SHELL ROAD HOUSE AND FENCES IN ORIGINAL
 AW6766'DESCRIPTION NO LONGER EXIST.
 AW6766
 AW6766                          STATION RECOVERY (1961)
 AW6766
 AW6766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6766'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW6766'THE 1931 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES.
 AW6766'
 AW6766'(1) THE FARM TENANT HOUSE HAS BEEN REMOVED.
 AW6766'
 AW6766'(2) THE STATION IS ALONG STATE HIGHWAY 3 AND NOT U.S. 75.
 AW6766
 AW6766                          STATION RECOVERY (1994)
 AW6766
 AW6766'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6766'MARK NOT FOUND.
 AW6766
 AW6766                          STATION RECOVERY (2003)
 AW6766
 AW6766'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW6766'MARK NOT FOUND.
 AW6766
 AW6766                          STATION RECOVERY (2004)
 AW6766
 AW6766'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6766'MARK NOT FOUND.
 AW6766
 AW6766                          STATION RECOVERY (2005)
 AW6766
 AW6766'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6766'ROAD HAS BEEN REBUILT IN THIS AREA AND THERE IS A NEW CULVERT HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6018 ***********************************************************************
 AW6018  DESIGNATION -  DICKINSON BAYOU CHANNEL LT 14
 AW6018  PID         -  AW6018
 AW6018  STATE/COUNTY-  TX/GALVESTON
 AW6018  USGS QUAD   -  TEXAS CITY (1994)
 AW6018
 AW6018                         *CURRENT SURVEY CONTROL
 AW6018  ___________________________________________________________________
 AW6018* NAD 83(1993)-  29 27 25.20517(N)    094 55 16.24474(W)     ADJUSTED  
 AW6018* NAVD 88     -                                                        
 AW6018  ___________________________________________________________________
 AW6018  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6018  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW6018
 AW6018  HORZ ORDER  -  THIRD
 AW6018
 AW6018.The horizontal coordinates were established by classical geodetic methods
 AW6018.and adjusted by the National Geodetic Survey in February 1996..
 AW6018
 AW6018
 AW6018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6018
 AW6018.The geoid height was determined by GEOID03.
 AW6018
 AW6018;                    North         East     Units Scale Factor Converg.
 AW6018;SPC TXSC     - 4,186,843.592   995,541.664   MT  0.99986551   +1 59 53.8
 AW6018;SPC TXSC     -13,736,336.02  3,266,206.28   sFT  0.99986551   +1 59 53.8
 AW6018;UTM  15      - 3,260,155.648   313,688.145   MT  1.00002833   -0 56 42.2
 AW6018
 AW6018                          SUPERSEDED SURVEY CONTROL
 AW6018
 AW6018  NAD 83(1986)-  29 27 25.22067(N)    094 55 16.22632(W) AD(       ) 4
 AW6018  NAD 27      -  29 27 24.38836(N)    094 55 15.50936(W) AD(       ) 3
 AW6018
 AW6018.Superseded values are not recommended for survey control.
 AW6018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6018.See file dsdata.txt to determine how the superseded data were derived.
 AW6018
 AW6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1368860156(NAD 83)
 AW6018_MARKER: 14 = NAVIGATION LIGHT
 AW6018
 AW6018  HISTORY     - Date     Condition        Report By
 AW6018  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6018  HISTORY     - 19950720 MARK NOT FOUND   USPSQD
 AW6018  HISTORY     - 19960713 MARK NOT FOUND   USPSQD
 AW6018  HISTORY     - 20040129 MARK NOT FOUND   USPSQD
 AW6018
 AW6018                          STATION DESCRIPTION
 AW6018
 AW6018'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6018'LOCATED IN THE CENTRAL PART OF GALVESTON BAY, AT THE MOUTH
 AW6018'OF DICKINSON BAYOUABOUT 0.6 MILE NORTH OF MILLER POINT, ON
 AW6018'THE NORTH SIDE OF THE CHANNEL.  THE LIGHT ATOP A RED BOX ON
 AW6018'A DOLPHIN.  THE LIGHT WAS OBSERVED ON.  NO. 7643 IN THE 1962
 AW6018'LIGHT LIST.
 AW6018
 AW6018                          STATION RECOVERY (1995)
 AW6018
 AW6018'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6018'MARK NOT FOUND.
 AW6018
 AW6018                          STATION RECOVERY (1996)
 AW6018
 AW6018'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6018'MARK NOT FOUND.
 AW6018
 AW6018                          STATION RECOVERY (2004)
 AW6018
 AW6018'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6022 ***********************************************************************
 AW6022  DESIGNATION -  DICKINSON BAYOU CHANNEL LT 2
 AW6022  PID         -  AW6022
 AW6022  STATE/COUNTY-  TX/GALVESTON
 AW6022  USGS QUAD   -  TEXAS CITY (1994)
 AW6022
 AW6022                         *CURRENT SURVEY CONTROL
 AW6022  ___________________________________________________________________
 AW6022* NAD 83(1993)-  29 27 45.86578(N)    094 53 50.55760(W)     ADJUSTED  
 AW6022* NAVD 88     -                                                        
 AW6022  ___________________________________________________________________
 AW6022  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AW6022  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW6022
 AW6022  HORZ ORDER  -  THIRD
 AW6022
 AW6022.The horizontal coordinates were established by classical geodetic methods
 AW6022.and adjusted by the National Geodetic Survey in February 1996..
 AW6022
 AW6022
 AW6022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6022
 AW6022.The geoid height was determined by GEOID03.
 AW6022
 AW6022;                    North         East     Units Scale Factor Converg.
 AW6022;SPC TXSC     - 4,187,559.987   997,826.598   MT  0.99986572   +2 00 35.7
 AW6022;SPC TXSC     -13,738,686.39  3,273,702.76   sFT  0.99986572   +2 00 35.7
 AW6022;UTM  15      - 3,260,753.863   316,007.215   MT  1.00001773   -0 56 00.6
 AW6022
 AW6022                          SUPERSEDED SURVEY CONTROL
 AW6022
 AW6022  NAD 83(1986)-  29 27 45.88152(N)    094 53 50.53880(W) AD(       ) 4
 AW6022  NAD 27      -  29 27 45.04966(N)    094 53 49.82248(W) AD(       ) 3
 AW6022
 AW6022.Superseded values are not recommended for survey control.
 AW6022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6022.See file dsdata.txt to determine how the superseded data were derived.
 AW6022
 AW6022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1600760754(NAD 83)
 AW6022_MARKER: 14 = NAVIGATION LIGHT
 AW6022
 AW6022  HISTORY     - Date     Condition        Report By
 AW6022  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6022  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 AW6022
 AW6022                          STATION DESCRIPTION
 AW6022
 AW6022'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6022'LOCATED IN THE CENTRAL PART OF GALVESTON BAY, AT THE MOUTH
 AW6022'OF DICKINSON BAYOU, ABOUT MIDWAY BETWEEN DOLLAR POINT AND EAGLE
 AW6022'POINT ON THE NORTH SIDE OF THE CHANNEL.  THE LIGHT ATOP A
 AW6022'RED BOX ON A DOLPHIN.  THE LIGHT WAS OBSERVED ON.  NO. 7642 IN
 AW6022'THE 1962 LIGHT LIST.
 AW6022
 AW6022                          STATION RECOVERY (1996)
 AW6022
 AW6022'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6043 ***********************************************************************
 AW6043  DESIGNATION -  DICKINSON BAYOU CHAN LT 14
 AW6043  PID         -  AW6043
 AW6043  STATE/COUNTY-  TX/GALVESTON
 AW6043  USGS QUAD   -  TEXAS CITY (1994)
 AW6043
 AW6043                         *CURRENT SURVEY CONTROL
 AW6043  ___________________________________________________________________
 AW6043* NAD 83(1993)-  29 27 25.02098(N)    094 55 15.97350(W)     ADJUSTED  
 AW6043* NAVD 88     -                                                        
 AW6043  ___________________________________________________________________
 AW6043  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6043  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW6043
 AW6043  HORZ ORDER  -  THIRD
 AW6043
 AW6043.The horizontal coordinates were established by classical geodetic methods
 AW6043.and adjusted by the National Geodetic Survey in February 1996..
 AW6043
 AW6043
 AW6043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6043
 AW6043.The geoid height was determined by GEOID03.
 AW6043
 AW6043;                    North         East     Units Scale Factor Converg.
 AW6043;SPC TXSC     - 4,186,838.179   995,549.166   MT  0.99986550   +1 59 53.9
 AW6043;SPC TXSC     -13,736,318.26  3,266,230.89   sFT  0.99986550   +1 59 53.9
 AW6043;UTM  15      - 3,260,149.857   313,695.359   MT  1.00002830   -0 56 42.0
 AW6043
 AW6043                          SUPERSEDED SURVEY CONTROL
 AW6043
 AW6043  NAD 83(1986)-  29 27 25.03680(N)    094 55 15.95547(W) AD(       ) 4
 AW6043  NAD 27      -  29 27 24.22986(N)    094 55 15.39873(W) AD(       ) 3
 AW6043
 AW6043.Superseded values are not recommended for survey control.
 AW6043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6043.See file dsdata.txt to determine how the superseded data were derived.
 AW6043
 AW6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1369560150(NAD 83)
 AW6043_MARKER: 14 = NAVIGATION LIGHT
 AW6043
 AW6043  HISTORY     - Date     Condition        Report By
 AW6043  HISTORY     - 1962     FIRST OBSERVED   CGS
 AW6043  HISTORY     - 19950303 MARK NOT FOUND   USPSQD
 AW6043  HISTORY     - 20040129 MARK NOT FOUND   USPSQD
 AW6043
 AW6043                          STATION DESCRIPTION
 AW6043
 AW6043'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6767 ***********************************************************************
 AW6767  DESIGNATION -  DICKINSON ICE AND FUEL CO TANK
 AW6767  PID         -  AW6767
 AW6767  STATE/COUNTY-  TX/GALVESTON
 AW6767  USGS QUAD   -  DICKINSON (1997)
 AW6767
 AW6767                         *CURRENT SURVEY CONTROL
 AW6767  ___________________________________________________________________
 AW6767* NAD 83(1993)-  29 27 48.38118(N)    095 03 18.30884(W)     ADJUSTED  
 AW6767* NAVD 88     -                                                        
 AW6767  ___________________________________________________________________
 AW6767  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6767  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW6767
 AW6767  HORZ ORDER  -  THIRD
 AW6767
 AW6767.The horizontal coordinates were established by classical geodetic methods
 AW6767.and adjusted by the National Geodetic Survey in February 1996..
 AW6767
 AW6767
 AW6767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6767
 AW6767.The geoid height was determined by GEOID03.
 AW6767
 AW6767;                    North         East     Units Scale Factor Converg.
 AW6767;SPC TXSC     - 4,187,111.219   982,537.075   MT  0.99986575   +1 55 57.6
 AW6767;SPC TXSC     -13,737,214.06  3,223,540.39   sFT  0.99986575   +1 55 57.6
 AW6767;UTM  15      - 3,261,090.919   300,711.949   MT  1.00009008   -1 00 40.2
 AW6767
 AW6767                          SUPERSEDED SURVEY CONTROL
 AW6767
 AW6767  NAD 83(1986)-  29 27 48.39692(N)    095 03 18.28750(W) AD(       ) 4
 AW6767  NAD 27      -  29 27 47.55030(N)    095 03 17.54982(W) AD(       ) 3
 AW6767
 AW6767.Superseded values are not recommended for survey control.
 AW6767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6767.See file dsdata.txt to determine how the superseded data were derived.
 AW6767
 AW6767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0071261091(NAD 83)
 AW6767_MARKER: 51 = TANK
 AW6767
 AW6767  HISTORY     - Date     Condition        Report By
 AW6767  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6767  HISTORY     - 1961     GOOD             CGS
 AW6767  HISTORY     - 19940423 GOOD             USPSQD
 AW6767  HISTORY     - 20050629 GOOD             USPSQD
 AW6767
 AW6767                          STATION DESCRIPTION
 AW6767
 AW6767'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6767'STATION PROBABLY RECOVERED IN GOOD CONDITION.  NO ORIGINAL
 AW6767'DESCRIPTION.  STATION IS LOCATED ABOUT TWO AND ONE-HALF
 AW6767'BLOCKS NORTHWEST OF MAIN INTERSECTION IN DICKENSON, ON THE
 AW6767'SOUTHWEST SIDE OF STATE HIGHWAY 3 AND DIRECTLY BEHIND THE
 AW6767'HERLOCK ICE CO. PLANT.  STATION IS THE ELEVATED STEEL WATER
 AW6767'TANK OF THE TOWN OF DICKINSON AND IS ABOUT 130 FEET HIGH.
 AW6767
 AW6767                          STATION RECOVERY (1994)
 AW6767
 AW6767'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6767'RECOVERED IN GOOD CONDITION.
 AW6767
 AW6767                          STATION RECOVERY (2005)
 AW6767
 AW6767'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6767'LOCATED 1 BLOCK WEST OF HW 146.  NEW PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2132 ***********************************************************************
 BL2132  DESIGNATION -  DIES
 BL2132  PID         -  BL2132
 BL2132  STATE/COUNTY-  TX/TYLER
 BL2132  USGS QUAD   -  CHAMBLISS HILL (1984)
 BL2132
 BL2132                         *CURRENT SURVEY CONTROL
 BL2132  ___________________________________________________________________
 BL2132* NAD 83(1993)-  30 51 22.41391(N)    094 30 23.27083(W)     ADJUSTED  
 BL2132* NAVD 88     -       128.78   (+/-2cm)     422.5    (feet)  VERTCON   
 BL2132  ___________________________________________________________________
 BL2132  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 BL2132  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL2132
 BL2132  HORZ ORDER  -  FIRST
 BL2132  VERT ORDER  -  THIRD ? (See Below)
 BL2132
 BL2132.The horizontal coordinates were established by classical geodetic methods
 BL2132.and adjusted by the National Geodetic Survey in February 1996..
 BL2132
 BL2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2132.The vertical order pertains to the NGVD 29 superseded value.
 BL2132
 BL2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2132
 BL2132.The geoid height was determined by GEOID03.
 BL2132
 BL2132;                    North         East     Units Scale Factor Converg.
 BL2132;SPC TX C     - 3,146,459.939 1,257,005.091   MT  0.99988494   +3 00 04.3
 BL2132;SPC TX C     -10,323,010.65  4,124,024.20   sFT  0.99988494   +3 00 04.3
 BL2132;UTM  15      - 3,414,639.689   355,960.562   MT  0.99985593   -0 46 22.0
 BL2132
 BL2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2132!SPC TX C     -   0.99998413  x   0.99988494  =   0.99986907
 BL2132!UTM  15      -   0.99998413  x   0.99985593  =   0.99984006
 BL2132
 BL2132:                Primary Azimuth Mark                     Grid Az
 BL2132:SPC TX C     -  DIES AZ MK                               017 56 10.8
 BL2132:UTM  15      -  DIES AZ MK                               021 42 37.1
 BL2132
 BL2132|---------------------------------------------------------------------|
 BL2132| PID    Reference Object                     Distance      Geod. Az  |
 BL2132|                                                           dddmmss.s |
 BL2132| CV8378 DIES AZ MK                                         0205615.1 |
 BL2132| BL0006 CIMA                                APPROX.12.2 KM 0443833.4 |
 BL2132| BL2055 WOODVILLE GULF ST UTIL MW MAST      APPROX. 7.2 KM 1071147.7 |
 BL2132| BL2136 DIES RM A 1966                       26.503 METERS 14540     |
 BL2132| CV8379 DIES RM 1                             5.011 METERS 19313     |
 BL2132| CV7510 DIES RM 2                             5.576 METERS 31803     |
 BL2132|---------------------------------------------------------------------|
 BL2132
 BL2132                          SUPERSEDED SURVEY CONTROL
 BL2132
 BL2132  NAD 83(1986)-  30 51 22.42711(N)    094 30 23.26122(W) AD(       ) 1
 BL2132  NAD 27      -  30 51 21.72000(N)    094 30 22.53500(W) AD(       ) 1
 BL2132  NGVD 29 (07/19/86)  128.78   (m)          422.5    (f) LEVELING    3  
 BL2132
 BL2132.Superseded values are not recommended for survey control.
 BL2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2132.See file dsdata.txt to determine how the superseded data were derived.
 BL2132
 BL2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ5596114640(NAD 83)
 BL2132_MARKER: DS = TRIANGULATION STATION DISK
 BL2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2132_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2132
 BL2132  HISTORY     - Date     Condition        Report By
 BL2132  HISTORY     - 1949     MONUMENTED       CGS
 BL2132  HISTORY     - 1966     GOOD             CGS
 BL2132
 BL2132                          STATION DESCRIPTION
 BL2132
 BL2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2132'THE STATION IS LOCATED ABOUT 7.7 MILES NORTHWEST OF WOODVILLE,
 BL2132'7.4 MILES SOUTHEAST OF CHESTER AND 0.6 MILE WEST-SOUTHWEST
 BL2132'OF THE SMALL SETTLEMENT OF DIES, ON THE HIGHEST POINT OF
 BL2132'A WOODED RIDGE AND 0.1 MILE NORTH OF THE HIGHWAY GRAVEL PIT.
 BL2132'IT IS 26 FEET EAST OF THE CENTER OF THE WOODS ROAD, 21.5
 BL2132'FEET EAST-NORTHEAST OF A 10 INCH TRIANGULAR BLAZED HICKORY
 BL2132'TREE, 38.5 FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 15
 BL2132'INCH HICKORY TREE AND 3 FEET WEST-NORTHWEST OF WITNESS POST.
 BL2132'IT IS STAMPED DIES 1949 AND PROJECTS 3 INCHES.
 BL2132'
 BL2132'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, 18
 BL2132'FEET EAST OF THE CENTER OF THE WOODS ROAD AND 8 FEET EAST
 BL2132'OF TRIANGULAR BLAZED 10 INCH HICKORY TREE.  IT IS STAMPED
 BL2132'DIES NO 1 1949 AND PROJECTS 3 INCHES.
 BL2132'
 BL2132'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 23
 BL2132'FEET EAST OF THE CENTER OF THE WOODS ROAD.  IT IS STAMPED
 BL2132'DIES NO 2 1949 AND PROJECTS 3 INCHES.
 BL2132'
 BL2132'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHEAST OF THE STATION,
 BL2132'25 FEET NORTH OF THE CENTER OF FARM ROAD 256, 1 FOOT SOUTH
 BL2132'OF EAST-WEST FENCE LINE AND 2 FEET WEST OF WITNESS POST.
 BL2132'IT IS STAMPED DIES 1949 AND PROJECTS 3 INCHES.
 BL2132'
 BL2132'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BL2132'69, 190 AND 287 AT THE TRAFFIC LIGHT IN WOODVILLE, GO NORTH
 BL2132'ON 69 AND 287 FOR 0.4 MILE TO JUNCTION WITH 287, BEAR LEFT
 BL2132'ON 287 FOR 8.05 MILES TO FARM ROAD 256 RIGHT, TURN RIGHT
 BL2132'ON 256 AND GO SOUTHEAST FOR 1.3 MILES TO DIM WOODS ROAD
 BL2132'RIGHT, (CONTINUE SOUTHEAST ON 256 FOR 0.2 MILE TO THE AZIMUTH
 BL2132'MARK ON THE LEFT AS DESCRIBED) TURN RIGHT AND FOLLOW WOODS
 BL2132'ROAD SOUTH FOR 0.2 MILE TO TRIANGULAR BLAZED TREES ON NORTH
 BL2132'AND SOUTH SIDES OF THE ROAD AND STATION AS DESCRIBED.
 BL2132'
 BL2132'A 100 FOOT SIGNAL AT STATION ENON IS VISIBLE AT 64 FEET
 BL2132'
 BL2132'AN 87 FOOT SIGNAL AT STATION DOUCETTE IS VISIBLE AT 64 FEET
 BL2132'
 BL2132'A 100 FOOT SIGNAL AT STATION CAMP 1935 IS VISIBLE AT 77 FEET
 BL2132'
 BL2132'A 126 FOOT SIGNAL AT STATION KIAM 1935 IS VISIBLE AT 64 FEET
 BL2132'
 BL2132'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BL2132
 BL2132                          STATION RECOVERY (1966)
 BL2132
 BL2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2132'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BL2132'CONDITION.  A DIFFERENCE OF 0.11 FEET WAS NOTED AND VERIFIED IN THE
 BL2132'MEASUREMENT TO REFERENCE MARK 1.  THE AZIMUTH MARK WAS NOT
 BL2132'RECOVERED AND IS ASSUMED DESTROYED BY ROAD IMPROVEMENT.  DUE TO
 BL2132'CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 BL2132'
 BL2132'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF WOODVILLE, 7-1/2
 BL2132'MILES SOUTHEAST OF CHESTER, 6 MILES SOUTHWEST OF COLMESNEIL, ON THE
 BL2132'HIGHEST POINT OF A WOODED RIDGE AND ON PROPERTY OWNED BY MR. JOE
 BL2132'WHEAT AND R. I. REID OF WOODVILLE.
 BL2132'
 BL2132'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 69 AND 287
 BL2132'IN THE NORTH EDGE OF WOODVILLE, GO NORTHWESTERLY ON U. S. HIGHWAY
 BL2132'287 FOR 8.2 MILES TO THE JUNCTION OF FARM ROAD 256.  TURN RIGHT AND
 BL2132'GO NORTHEAST ON FARM ROAD 256 FOR 1.2 MILES TO A TRACK ROAD AND
 BL2132'A WIRE GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH GATE AND
 BL2132'GO SOUTHEASTERLY STAYING ON THE MAIN TRACK ROAD FOR 0.2 MILE TO
 BL2132'CREST OF HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 BL2132'
 BL2132'STATION MARK IS A STANDARD DISK STAMPED DIES 1949, SET IN THE TOP
 BL2132'OF A CYLINDRICAL CONCRETE MONUMENT AND PROJECTS 6 INCHES ABOVE THE
 BL2132'GROUND SURFACE.  IT IS 25 FEET EAST OF THE CENTER OF THE TRACK
 BL2132'ROAD, 20.8 FEET NORTHEAST OF A TRIANGULAR BLAZED 12-INCH HICKORY
 BL2132'TREE AND 2.3 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 BL2132'ATTACHED.
 BL2132'
 BL2132'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DIES NO 1 1949, SET IN
 BL2132'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT AND PROJECTS 2 INCHES
 BL2132'ABOVE GROUND SURFACE.  IT IS 15 FEET EAST OF THE CENTER OF THE TRACK
 BL2132'ROAD, 14.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 BL2132'ATTACHED AND 7-1/2 FEET EAST OF A TRIANGULAR BLAZED 12-INCH HICKORY
 BL2132'TREE.
 BL2132'
 BL2132'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DIES NO 2 1949, SET IN
 BL2132'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT AND PROJECTS 2 INCHES
 BL2132'ABOVE GROUND SURFACE.  IT IS 31 FEET NORTH-NORTHEAST OF A TRIANGULAR
 BL2132'BLAZED 12-INCH HICKORY TREE, 20.4 FEET NORTH OF A METAL WITNESS POST
 BL2132'WITH SIGN ATTACHED AND 19 FEET EAST OF THE CENTER OF THE TRACK
 BL2132'ROAD.
 BL2132'
 BL2132'NOTE--NO SUITABLE PLACE TO SET A NEW AZIMUTH MARK.
 BL2132'
 BL2132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 BL2132'NORTHWEST OF WOODVILLE.
 BL2132'
 BL2132'HEIGHT OF LIGHT ABOVE STATION MARK 98.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2136 ***********************************************************************
 BL2136  DESIGNATION -  DIES RM A 1966
 BL2136  PID         -  BL2136
 BL2136  STATE/COUNTY-  TX/TYLER
 BL2136  USGS QUAD   -  CHAMBLISS HILL (1984)
 BL2136
 BL2136                         *CURRENT SURVEY CONTROL
 BL2136  ___________________________________________________________________
 BL2136* NAD 83(1993)-  30 51 21.70322(N)    094 30 22.70829(W)     ADJUSTED  
 BL2136* NAVD 88     -       128.44   (+/-2cm)     421.4    (feet)  VERTCON   
 BL2136  ___________________________________________________________________
 BL2136  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 BL2136  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL2136
 BL2136  HORZ ORDER  -  FIRST
 BL2136  VERT ORDER  -  THIRD ? (See Below)
 BL2136
 BL2136.The horizontal coordinates were established by classical geodetic methods
 BL2136.and adjusted by the National Geodetic Survey in February 1996..
 BL2136
 BL2136.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2136.The vertical order pertains to the NGVD 29 superseded value.
 BL2136
 BL2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2136
 BL2136.The geoid height was determined by GEOID03.
 BL2136
 BL2136;                    North         East     Units Scale Factor Converg.
 BL2136;SPC TX C     - 3,146,438.867 1,257,021.160   MT  0.99988494   +3 00 04.5
 BL2136;SPC TX C     -10,322,941.52  4,124,076.92   sFT  0.99988494   +3 00 04.5
 BL2136;UTM  15      - 3,414,617.606   355,975.209   MT  0.99985588   -0 46 21.7
 BL2136
 BL2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2136!SPC TX C     -   0.99998418  x   0.99988494  =   0.99986913
 BL2136!UTM  15      -   0.99998418  x   0.99985588  =   0.99984007
 BL2136
 BL2136:                Primary Azimuth Mark                     Grid Az
 BL2136:SPC TX C     -  WOODVILLE GULF ST UTIL MW MAST           104 03 46.9
 BL2136:UTM  15      -  WOODVILLE GULF ST UTIL MW MAST           107 50 13.1
 BL2136
 BL2136|---------------------------------------------------------------------|
 BL2136| PID    Reference Object                     Distance      Geod. Az  |
 BL2136|                                                           dddmmss.s |
 BL2136| BL2055 WOODVILLE GULF ST UTIL MW MAST      APPROX. 7.1 KM 1070351.4 |
 BL2136| BL0596 ARMADILLO                           APPROX.15.6 KM 2490313.7 |
 BL2136| BL2132 DIES                                 26.503 METERS 32540     |
 BL2136|---------------------------------------------------------------------|
 BL2136
 BL2136                          SUPERSEDED SURVEY CONTROL
 BL2136
 BL2136  NAD 83(1986)-  30 51 21.71653(N)    094 30 22.69877(W) AD(       ) 1
 BL2136  NAD 27      -  30 51 21.00924(N)    094 30 21.97249(W) AD(       ) 1
 BL2136  NGVD 29 (07/19/86)  128.44   (m)          421.4    (f) LEVELING    3  
 BL2136
 BL2136.Superseded values are not recommended for survey control.
 BL2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2136.See file dsdata.txt to determine how the superseded data were derived.
 BL2136
 BL2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ5597514618(NAD 83)
 BL2136_MARKER: DS = TRIANGULATION STATION DISK
 BL2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2136+STABILITY: SURFACE MOTION
 BL2136
 BL2136  HISTORY     - Date     Condition        Report By
 BL2136  HISTORY     - 1966     MONUMENTED       CGS
 BL2136
 BL2136                          STATION DESCRIPTION
 BL2136
 BL2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2136'THE STATION IS LOCATED ABOUT 7-3/4 MILES NORTHWEST OF WOODVILLE,
 BL2136'7-1/2 MILES SOUTHEAST OF CHESTER AND 1/2 MILE WEST-SOUTHWEST
 BL2136'OF THE SMALL SETTLEMENT OF DIES, ON A HIGH POINT ON A WOODED
 BL2136'RIDGE OWNED BY MR. JOE WHEAT AND MR. R.I. REID.
 BL2136'
 BL2136'THE STATION MARK IS A STANDARD DISK STAMPED DIES RM A 1966,
 BL2136'SET IN TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER
 BL2136'AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BL2136'43 FEET NORTH-NORTHWEST OF A 12-INCH PINE TREE, 21 FEET NORTHEAST
 BL2136'OF A 10-INCH HICKORY TREE, 10 FEET NORTHEAST OF THE CENTER
 BL2136'OF A GRADED TRAIL AND 2.5 FEET NORTHEAST OF A METAL WITNESS
 BL2136'POST.
 BL2136'
 BL2136'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DIES
 BL2136'1949, DISTANCE BEING 26.5035 METERS OR 86.954 FEET NORTH-NORTHWEST.
 BL2136'
 BL2136'NOTE--FOR A ROUTE TO REACH THE STATION, SEE THE DESCRIPTION
 BL2136'FOR STATION DIES 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2088 ***********************************************************************
 AY2088  DESIGNATION -  DIETERT
 AY2088  PID         -  AY2088
 AY2088  STATE/COUNTY-  TX/REAL
 AY2088  USGS QUAD   -  BEE CAVE HOLLOW (1971)
 AY2088
 AY2088                         *CURRENT SURVEY CONTROL
 AY2088  ___________________________________________________________________
 AY2088* NAD 83(1993)-  29 59 32.46420(N)    099 48 09.29575(W)     ADJUSTED  
 AY2088* NAVD 88     -       724.     (meters)    2375.     (feet)  SCALED    
 AY2088  ___________________________________________________________________
 AY2088  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AY2088  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 AY2088
 AY2088  HORZ ORDER  -  SECOND
 AY2088
 AY2088.The horizontal coordinates were established by classical geodetic methods
 AY2088.and adjusted by the National Geodetic Survey in February 1996..
 AY2088
 AY2088.The orthometric height was scaled from a topographic map.
 AY2088
 AY2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2088
 AY2088.The geoid height was determined by GEOID03.
 AY2088
 AY2088;                    North         East     Units Scale Factor Converg.
 AY2088;SPC TXSC     - 4,239,546.905   522,562.010   MT  0.99992889   -0 23 35.5
 AY2088;SPC TXSC     -13,909,246.80  1,714,438.86   sFT  0.99992889   -0 23 35.5
 AY2088;UTM  14      - 3,318,208.848   422,585.597   MT  0.99967394   -0 24 04.4
 AY2088
 AY2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2088!SPC TXSC     -   0.99988975  x   0.99992889  =   0.99981864
 AY2088!UTM  14      -   0.99988975  x   0.99967394  =   0.99956372
 AY2088
 AY2088:                Primary Azimuth Mark                     Grid Az
 AY2088:SPC TXSC     -  DIETERT AZ MK                            120 27 54.0
 AY2088:UTM  14      -  DIETERT AZ MK                            120 28 22.9
 AY2088
 AY2088|---------------------------------------------------------------------|
 AY2088| PID    Reference Object                     Distance      Geod. Az  |
 AY2088|                                                           dddmmss.s |
 AY2088| CV3840 DIETERT AZ MK                                      1200418.5 |
 AY2088| CV3841 DIETERT RM 1                         26.715 METERS 18732     |
 AY2088| CV3842 DIETERT RM 2                         40.152 METERS 32719     |
 AY2088|---------------------------------------------------------------------|
 AY2088
 AY2088                          SUPERSEDED SURVEY CONTROL
 AY2088
 AY2088  NAD 83(1986)-  29 59 32.47013(N)    099 48 09.28510(W) AD(       ) 2
 AY2088  NAD 27      -  29 59 31.70600(N)    099 48 08.06200(W) AD(       ) 2
 AY2088
 AY2088.Superseded values are not recommended for survey control.
 AY2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2088.See file dsdata.txt to determine how the superseded data were derived.
 AY2088
 AY2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2258618209(NAD 83)
 AY2088_MARKER: DS = TRIANGULATION STATION DISK
 AY2088_SETTING: 0 = UNSPECIFIED SETTING
 AY2088
 AY2088  HISTORY     - Date     Condition        Report By
 AY2088  HISTORY     - 1943     MONUMENTED       CGS
 AY2088  HISTORY     - 1944     GOOD             CGS
 AY2088  HISTORY     - 1971     GOOD             USGS
 AY2088
 AY2088                          STATION DESCRIPTION
 AY2088
 AY2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY2088'STATION IS ABOUT 28 MILES WSW OF MOUNTAIN HOME, 3-1/2 MILES
 AY2088'S OF STATE HIGHWAY 41, AND ABOUT 0.35 MILE NNW OF THE DIETERT
 AY2088'RANCH HOUSE.  IT IS 14 FEET NNE OF A WHITE WOODEN WITNESS
 AY2088'POST.  IT IS STAMPED DIETERT 1943 AND PROJECTS ABOUT 12 INCHES.
 AY2088'
 AY2088'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AY2088'SET IN CONCRETE.
 AY2088'
 AY2088'REFERENCE MARK 1 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 AY2088'IT IS STAMPED DIETERT NO 1 1943 AND PROJECTS ABOUT 12 INCHES.
 AY2088'
 AY2088'REFERENCE MARK 2 IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 AY2088'IT IS STAMPED DIETERT NO 2 1943 AND PROJECTS ABOUT 4 INCHES.
 AY2088'
 AY2088'AZIMUTH MARK IS 0.1 MILE E OF THE RANCH HOUSE, 18 FEET SE
 AY2088'OF THE CENTER LINE OF A FARM ROAD, AND 9 FEET NE OF A WHITE
 AY2088'WOODEN WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN
 AY2088'ROCK FLUSH WITH THE GROUND.  IT IS STAMPED DIETERT 1943.
 AY2088'
 AY2088'TO REACH STATION FROM MOUNTAIN HOME, GO W ON STATE HIGHWAY
 AY2088'41 FOR 22.8 MILES AND KEEP STRAIGHT AHEAD, W, ON HIGHWAY
 AY2088'41 AT THE JUNCTION WITH U.S. HIGHWAY 83.  GO 9.4 MILES AND
 AY2088'TURN LEFT, S, OFF THE HIGHWAY (AT SIGN PRADE ROAD) THROUGH
 AY2088'A (BUMPER) GATE.  GO 3.8 MILES AND TURN LEFT OFF THE
 AY2088'MAIN-TRAVELED ROAD.  GO 1.8 MILES AND TAKE A LEFT FORK.  GO 0.2
 AY2088'MILE TO THE DIETERT RANCH AND PASS THROUGH A GATE JUST W
 AY2088'OF THE BARN.  CONTINUE N,* PASSING THROUGH TWO MORE GATES,
 AY2088'AND GO 0.2 MILE TO ANOTHER GATE.  PASS THROUGH THIS GATE
 AY2088'AND TURN LEFT ON DIM RANCH ROAD THROUGH SOME SMALL TIMBER.
 AY2088'GO W AND N FOR 0.15 MILE TO THE STATION.  (MATERIAL IN
 AY2088'PARENTHESES TAKEN FROM 1944 RECOVERY.)
 AY2088'
 AY2088'*TO REACH AZIMUTH MARK FROM THIS POINT TURN RIGHT THROUGH A
 AY2088'GATE AND GO 0.1 MILE TO THE MARK ON THE RIGHT.
 AY2088'
 AY2088'64 FOOT SIGNALS AT LOVE, SUN, GARVEN, AULD, AND OWL ARE VISIBLE
 AY2088'AT 50 FEET.
 AY2088'
 AY2088'HEIGHT OF LIGHT - 22 METERS.
 AY2088
 AY2088                          STATION RECOVERY (1944)
 AY2088
 AY2088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2088'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AY2088'
 AY2088'STATION IS LOCATED ON THE HIGHEST POINT OF GRASSY AND
 AY2088'BRUSHCOVERED RIDGE.
 AY2088'
 AY2088'(AZIMUTH MARK IS VISIBLE FROM GROUND AFTER LOCAL CLEARING.)
 AY2088'
 AY2088'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 AY2088
 AY2088                          STATION RECOVERY (1971)
 AY2088
 AY2088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 AY2088'AZ. MK. NOT SEARCHED FOR OTHER MARKS RECOVERED IN GOOD CONDITION
 AY2088'
 AY2088'ROCKSPRINGS, 26 MILES EAST OF ALONG STATE HWY. 41, TO JCT.
 AY2088'RANCH ROAD 336, GO SOUTH 3.7 MILES TO T-RD. EAST, TURN LEFT
 AY2088'0.2 MI. TO BUMP GATE, CONTINUE 1.0 MILE TO BEND, LEAVE ROAD
 AY2088'LEFT AND WORK WAY EASTERLY UPGRADE 0.15 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0049 ***********************************************************************
 BB0049  DESIGNATION -  DIKE
 BB0049  PID         -  BB0049
 BB0049  STATE/COUNTY-  TX/PRESIDIO
 BB0049  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0049
 BB0049                         *CURRENT SURVEY CONTROL
 BB0049  ___________________________________________________________________
 BB0049* NAD 83(1993)-  29 31 52.45801(N)    104 21 11.74212(W)     ADJUSTED  
 BB0049* NAVD 88     -       780.034  (meters)    2559.16   (feet)  ADJUSTED  
 BB0049  ___________________________________________________________________
 BB0049  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 BB0049  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BB0049  DYNAMIC HT  -         778.771 (meters)    2555.02  (feet)  COMP
 BB0049  MODELED GRAV-     978,999.5   (mgal)                       NAVD 88
 BB0049
 BB0049  HORZ ORDER  -  SECOND
 BB0049  VERT ORDER  -  SECOND    CLASS 0
 BB0049
 BB0049.The horizontal coordinates were established by classical geodetic methods
 BB0049.and adjusted by the National Geodetic Survey in February 1996..
 BB0049
 BB0049.The orthometric height was determined by differential leveling
 BB0049.and adjusted by the National Geodetic Survey in June 1991..
 BB0049
 BB0049.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0049
 BB0049.The geoid height was determined by GEOID03.
 BB0049
 BB0049.The dynamic height is computed by dividing the NAVD 88
 BB0049.geopotential number by the normal gravity value computed on the
 BB0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0049.degrees latitude (g = 980.6199 gals.).
 BB0049
 BB0049.The modeled gravity was interpolated from observed gravity values.
 BB0049
 BB0049;                    North         East     Units Scale Factor Converg.
 BB0049;SPC TXSC     - 4,200,045.916    81,322.581   MT  0.99986909   -2 37 21.5
 BB0049;SPC TXSC     -13,779,650.64    266,805.83   sFT  0.99986909   -2 37 21.5
 BB0049;UTM  13      - 3,267,018.945   562,668.167   MT  0.99964846   +0 19 07.6
 BB0049
 BB0049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0049!SPC TXSC     -   0.99988111  x   0.99986909  =   0.99975022
 BB0049!UTM  13      -   0.99988111  x   0.99964846  =   0.99952962
 BB0049
 BB0049:                Primary Azimuth Mark                     Grid Az
 BB0049:SPC TXSC     -  RP 29 1                                  022 02 38.2
 BB0049:UTM  13      -  RP 29 1                                  019 06 09.1
 BB0049
 BB0049|---------------------------------------------------------------------|
 BB0049| PID    Reference Object                     Distance      Geod. Az  |
 BB0049|                                                           dddmmss.s |
 BB0049| BB0273 RP 29 1                             APPROX. 2.0 KM 0192516.7 |
 BB0049| BB0030 R 1095                              APPROX. 0.5 KM 1253325.5 |
 BB0049| BB0279 M 18                                238.231 METERS 26701     |
 BB0049| BB0048 REACH 4 33+04 400LT                   9.014 METERS 35522     |
 BB0049|---------------------------------------------------------------------|
 BB0049
 BB0049                          SUPERSEDED SURVEY CONTROL
 BB0049
 BB0049  NAD 83(1986)-  29 31 52.44944(N)    104 21 11.73803(W) AD(       ) 2
 BB0049  NAD 27      -  29 31 51.78630(N)    104 21 10.01358(W) AD(       ) 2
 BB0049  NGVD 29 (??/??/92)  779.644  (m)         2557.88   (f) ADJ UNCH    2 0
 BB0049
 BB0049.Superseded values are not recommended for survey control.
 BB0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0049.See file dsdata.txt to determine how the superseded data were derived.
 BB0049
 BB0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6266867019(NAD 83)
 BB0049_MARKER: DS = TRIANGULATION STATION DISK
 BB0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0049_SP_SET: MONUMENT
 BB0049_STAMPING: DIKE 1973
 BB0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0049
 BB0049  HISTORY     - Date     Condition        Report By
 BB0049  HISTORY     - 1973     MONUMENTED       NGS
 BB0049  HISTORY     - 1974     GOOD             NGS
 BB0049
 BB0049                          STATION DESCRIPTION
 BB0049
 BB0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0049'THE STATION IS LOCATED ABOUT 2.1 MILES SOUTHEAST OF PRESIDIO, 1.7
 BB0049'MILES SOUTHWEST OF FORT LEATON, AND 100 FEET EAST OF THE RIO GRANDE
 BB0049'RIVER.
 BB0049'
 BB0049'TO REACH THE STATION FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON
 BB0049'U.S. 67 (FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND GO
 BB0049'EAST ON FARM ROAD 170 FOR 2.4 MILES TO A DIRT SIDE ROAD ON THE
 BB0049'RIGHT, TURN RIGHT AND GO SOUTH ON THE DIRT ROAD FOR 1.2 MILES TO A
 BB0049'DIKE, TURN RIGHT AND GO WESTERLY ALONG THE TOP OF THE DIKE FOR
 BB0049'0.65 MILE TO A CROSSROAD AND A DIKE RUNNING SOUTH, TURN LEFT AND
 BB0049'GO SOUTH ALONG THE TOP OF THE DIKE FOR 0.25 MILE TO THE STATION IN
 BB0049'THE CENTER OF THE ROAD ON TOP OF THE DIKE.
 BB0049'
 BB0049'THE STATION MARK IS A STANDARD NGS TRIANGULATION DISK STAMPED, DIKE
 BB0049'1973.  IT IS IN THE CENTER OF THE ROAD, 20.5 FEET SOUTH-SOUTHEAST OF
 BB0049'A 2-INCH IRON PIPE THAT PROJECTS 2 FEET WITH A 10-INCH SQUARE
 BB0049'CONCRETE FOOTING, AND IS SET IN THE TOP OF A 12-INCH DIAMETER
 BB0049'CONCRETE MONUMENT THAT IS 6 INCHES UNDERGROUND.
 BB0049'
 BB0049'THE STATION MARK REACH 4 33+04 400LT WAS USED AS A REFERENCE MARK.
 BB0049'IT IS A STANDARD NGS TRIANGULATION DISK STAMPED, REACH 4 33+04 400LT
 BB0049'1973.  IT IS ALSO IN THE CENTER OF THE DIKE ROAD, 12.8 FEET
 BB0049'NORTHEAST OF THE 2-INCH IRON PIPE, AND SET IN THE TOP OF A 12-INCH
 BB0049'DIAMETER CONCRETE MONUMENT THAT IS 3 INCHES UNDER THE SURFACE OF
 BB0049'THE ROAD.
 BB0049'
 BB0049'THE ABOVE TRAVERSE IS REDUCED TO SEA LEVEL.
 BB0049'
 BB0049'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 BB0049
 BB0049                          STATION RECOVERY (1974)
 BB0049
 BB0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BB0049'2.1 MI SE FROM PRESIDIO.
 BB0049'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0049'(FARM ROAD 170) FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND GO EASTERLY ON
 BB0049'FARM ROAD 170 FOR 2.4 MILES TO A DIRT SIDE ROAD ON THE RIGHT, TURN
 BB0049'RIGHT AND GO SOUTH ON THE DIRT ROAD FOR 1.2 MILES TO A DIKE, TURN
 BB0049'RIGHT AND GO WESTERLY ALONG THE TOP OF THE DIKE FOR 0.65 MILE TO A
 BB0049'CROSSROADS AND A DIKE RUNNING SOUTH, TURN LEFT AND GO SOUTH ALONG THE
 BB0049'TOP OF THE DIKE FOR 0.25 MILE, IN THE CENTER OF THE DIKE ROAD, 20.5
 BB0049'FEET SOUTH-SOUTHEAST OF A 2-INCH DIAMETER IRON PIPE PROJECTING 2 FEET
 BB0049'WITH A 10-INCH SQUARE CONCRETE FOOTING, AND SET IN THE TOP OF A
 BB0049'12-INCH DIAMETER CONCRETE MONUMENT THAT IS 6 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7105 ***********************************************************************
 AW7105  DESIGNATION -  DIKE
 AW7105  PID         -  AW7105
 AW7105  STATE/COUNTY-  TX/GALVESTON
 AW7105  USGS QUAD   -  PORT BOLIVAR (1994)
 AW7105
 AW7105                         *CURRENT SURVEY CONTROL
 AW7105  ___________________________________________________________________
 AW7105* NAD 83(1993)-  29 23 01.65105(N)    094 51 57.42633(W)     ADJUSTED  
 AW7105* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 AW7105  ___________________________________________________________________
 AW7105  X           -    -471,801.475 (meters)                     COMP
 AW7105  Y           -  -5,542,021.922 (meters)                     COMP
 AW7105  Z           -   3,111,024.936 (meters)                     COMP
 AW7105  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW7105  ELLIP HEIGHT-         -25.36  (meters)          (09/30/02) GPS OBS
 AW7105  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW7105
 AW7105  HORZ ORDER  -  SECOND
 AW7105  ELLP ORDER  -  FIFTH     CLASS I
 AW7105
 AW7105.The horizontal coordinates were established by GPS observations
 AW7105.and adjusted by the National Geodetic Survey in February 1996..
 AW7105
 AW7105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7105
 AW7105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7105
 AW7105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7105
 AW7105.The ellipsoidal height was determined by GPS observations
 AW7105.and is referenced to NAD 83.
 AW7105
 AW7105.The geoid height was determined by GEOID03.
 AW7105
 AW7105;                    North         East     Units Scale Factor Converg.
 AW7105;SPC TXSC     - 4,178,923.071 1,001,181.838   MT  0.99986361   +2 01 31.2
 AW7105;SPC TXSC     -13,710,350.11  3,284,710.75   sFT  0.99986361   +2 01 31.2
 AW7105;UTM  15      - 3,251,954.819   318,915.129   MT  1.00000464   -0 54 56.9
 AW7105
 AW7105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7105!SPC TXSC     -   1.00000398  x   0.99986361  =   0.99986759
 AW7105!UTM  15      -   1.00000398  x   1.00000464  =   1.00000862
 AW7105
 AW7105                          SUPERSEDED SURVEY CONTROL
 AW7105
 AW7105  ELLIP H (02/16/96)  -25.33   (m)                       GP(       ) 5 1
 AW7105  NAD 83(1993)-  29 23 01.66524(N)    094 51 57.40695(W) AD(       ) 2
 AW7105  NGVD 29 (12/08/93)    1.4    (m)            5.     (f) GPS OBS        
 AW7105
 AW7105.Superseded values are not recommended for survey control.
 AW7105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7105.See file dsdata.txt to determine how the superseded data were derived.
 AW7105
 AW7105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1891551955(NAD 83)
 AW7105_MARKER: DD = SURVEY DISK
 AW7105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7105_SP_SET: CONCRETE POST
 AW7105_STAMPING: DIKE 1993
 AW7105_MARK LOGO: NOS   
 AW7105_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7105+STABILITY: SURFACE MOTION
 AW7105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7105+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 AW7105
 AW7105  HISTORY     - Date     Condition        Report By
 AW7105  HISTORY     - 1993     MONUMENTED       NOS
 AW7105  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW7105  HISTORY     - 20030815 GOOD             USE
 AW7105  HISTORY     - 20041020 MARK NOT FOUND   USPSQD
 AW7105  HISTORY     - 20060411 MARK NOT FOUND   USCG
 AW7105
 AW7105                          STATION DESCRIPTION
 AW7105
 AW7105'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 AW7105'THE STATION IS LOCATED IN GALVESTON BAY, 3 MI (4.8 KM) SOUTHEAST OF
 AW7105'TEXAS CITY, ON THE TEXAS CITY DIKE.  TO REACH THE STATION FROM THE
 AW7105'INTERSECTION OF LOOP 197 AND 8TH AVENUE NORTH IN TEXAS CITY, PROCEED
 AW7105'EAST FOR 0.8 MI (1.3 KM) ALONG 8TH AVENUE NORTH TO A BEND TO THE
 AW7105'SOUTHEAST, THENCE CONTINUE AHEAD, SOUTHEAST, ALONG THE TEXAS CITY
 AW7105'DIKE ROAD FOR 1.85 MI (2.98 KM) TO A BOAT RAMP AND JETTY ON THE
 AW7105'RIGHT, A PARKING LOT ON THE LEFT AND THE STATION ON THE LEFT.  THE
 AW7105'STATION IS AN NOS ALUMINUM DISK WITH A BAR MAGNET UNDER ITS CAP AND
 AW7105'ATTACHED TO AN ALUMINUM ROD DRIVEN 1.2 M (3.9 FT) INTO THE GROUND AND
 AW7105'SURROUNDED BY A ROUND CONCRETE MONUMENT.  IT IS EAST AND ACROSS THE
 AW7105'ROAD FROM THE JETTY AND RAMP, SOUTHEAST OF THE PARKING LOT, 30.2 M
 AW7105'(99.1 FT) NORTHEAST OF THE APPROXIMATE CENTER OF THE ROAD, 24.9 M
 AW7105'(81.7 FT) NORTHEAST OF A UTILITY POLE, APPROXIMATELY 12.3 M
 AW7105'(40.4 FT) SOUTH OF THE APPARANT HIGH WATER LINE.  DESCRIBED BY PBW.
 AW7105
 AW7105                          STATION RECOVERY (1999)
 AW7105
 AW7105'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW7105'MARK NOT FOUND.
 AW7105
 AW7105                          STATION RECOVERY (2003)
 AW7105
 AW7105'RECOVERY NOTE BY US ENGINEERS 2003 (DWJ)
 AW7105'RECOVERED IN GOOD CONDITION
 AW7105
 AW7105                          STATION RECOVERY (2004)
 AW7105
 AW7105'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7105'MARK NOT FOUND.
 AW7105
 AW7105                          STATION RECOVERY (2006)
 AW7105
 AW7105'RECOVERY NOTE BY US COAST GUARD 2006 (MGS)
 AW7105'MARK NOT FOUND. AREA HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6021 ***********************************************************************
 AW6021  DESIGNATION -  DIKE 1933
 AW6021  PID         -  AW6021
 AW6021  STATE/COUNTY-  TX/GALVESTON
 AW6021  USGS QUAD   -  TEXAS CITY (1994)
 AW6021
 AW6021                         *CURRENT SURVEY CONTROL
 AW6021  ___________________________________________________________________
 AW6021* NAD 83(1993)-  29 23 18.07394(N)    094 52 48.45824(W)     ADJUSTED  
 AW6021* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6021  ___________________________________________________________________
 AW6021  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6021  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW6021
 AW6021  HORZ ORDER  -  THIRD
 AW6021
 AW6021.The horizontal coordinates were established by classical geodetic methods
 AW6021.and adjusted by the National Geodetic Survey in February 1996..
 AW6021
 AW6021.The orthometric height was scaled from a topographic map.
 AW6021
 AW6021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6021
 AW6021.The geoid height was determined by GEOID03.
 AW6021
 AW6021;                    North         East     Units Scale Factor Converg.
 AW6021;SPC TXSC     - 4,179,379.797   999,788.961   MT  0.99986368   +2 01 06.2
 AW6021;SPC TXSC     -13,711,848.55  3,280,140.95   sFT  0.99986368   +2 01 06.2
 AW6021;UTM  15      - 3,252,482.489   317,547.324   MT  1.00001077   -0 55 22.4
 AW6021
 AW6021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6021!SPC TXSC     -   1.00000421  x   0.99986368  =   0.99986789
 AW6021!UTM  15      -   1.00000421  x   1.00001077  =   1.00001498
 AW6021
 AW6021                          SUPERSEDED SURVEY CONTROL
 AW6021
 AW6021  NAD 83(1986)-  29 23 18.08914(N)    094 52 48.43933(W) AD(       ) 3
 AW6021  NAD 27      -  29 23 17.24752(N)    094 52 47.72395(W) AD(       ) 3
 AW6021
 AW6021.Superseded values are not recommended for survey control.
 AW6021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6021.See file dsdata.txt to determine how the superseded data were derived.
 AW6021
 AW6021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1754752482(NAD 83)
 AW6021_MARKER: DS = TRIANGULATION STATION DISK
 AW6021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6021+STABILITY: SURFACE MOTION
 AW6021
 AW6021  HISTORY     - Date     Condition        Report By
 AW6021  HISTORY     - 1933     MONUMENTED       CGS
 AW6021  HISTORY     - 1947     MARK NOT FOUND   CGS
 AW6021  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW6021  HISTORY     - 19940407 MARK NOT FOUND   USPSQD
 AW6021
 AW6021                          STATION DESCRIPTION
 AW6021
 AW6021'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6021'LOCATED ON THE TEXAS CITY DIKE, 715 METERS E ALONG THE DIKE
 AW6021'ROAD FROM THE POINT WHERE THE DIKE ROAD CROSSES OVER THE
 AW6021'GRANITE JETTY, AND 42 METERS N OF THE GRANITE JETTY ON THE
 AW6021'S SIDE OF THE DIKE.
 AW6021'
 AW6021'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6021'
 AW6021'NO REFERENCE MARK WAS SET.
 AW6021'
 AW6021'BEARINGS FOLLOW--TEXAS CITY CHANNEL CUT B INNER
 AW6021'FRONT RANGE BEACON - N 16 DEG E.  TEXAS CITY SUGAR REFINERY
 AW6021'STACK - N 47.5 DEG E.
 AW6021'
 AW6021'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 AW6021
 AW6021                          STATION RECOVERY (1947)
 AW6021
 AW6021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6021'STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  INFORMATION
 AW6021'RECEIVED AT THE U.S.E. GALVESTON OFFICE INDICATES THAT THE
 AW6021'STATION HAS BEEN WASHED OUT FOR SEVERAL YEARS.  STATION SHOULD
 AW6021'BE CLASSIFIED AS DESTROYED.
 AW6021
 AW6021                          STATION RECOVERY (1987)
 AW6021
 AW6021'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW6021'MARK NOT FOUND.
 AW6021
 AW6021                          STATION RECOVERY (1994)
 AW6021
 AW6021'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0672 ***********************************************************************
 AO0672  DESIGNATION -  DILLEY
 AO0672  PID         -  AO0672
 AO0672  STATE/COUNTY-  TX/FRIO
 AO0672  USGS QUAD   -  DILLEY (1974)
 AO0672
 AO0672                         *CURRENT SURVEY CONTROL
 AO0672  ___________________________________________________________________
 AO0672* NAD 83(1993)-  28 40 05.12213(N)    099 10 10.72088(W)     ADJUSTED  
 AO0672* NAVD 88     -       171.53   (+/-2cm)     562.8    (feet)  VERTCON   
 AO0672  ___________________________________________________________________
 AO0672  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AO0672  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AO0672
 AO0672  HORZ ORDER  -  FIRST
 AO0672  VERT ORDER  -  THIRD ? (See Below)
 AO0672
 AO0672.The horizontal coordinates were established by classical geodetic methods
 AO0672.and adjusted by the National Geodetic Survey in February 1996..
 AO0672
 AO0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0672.The vertical order pertains to the NGVD 29 superseded value.
 AO0672
 AO0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0672
 AO0672.The geoid height was determined by GEOID03.
 AO0672
 AO0672;                    North         East     Units Scale Factor Converg.
 AO0672;SPC TXSC     - 4,092,527.209   583,418.637   MT  0.99993045   -0 04 59.2
 AO0672;SPC TXSC     -13,426,899.68  1,914,099.31   sFT  0.99993045   -0 04 59.2
 AO0672;UTM  14      - 3,171,225.454   483,424.097   MT  0.99960339   -0 04 53.0
 AO0672
 AO0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0672!SPC TXSC     -   0.99997693  x   0.99993045  =   0.99990738
 AO0672!UTM  14      -   0.99997693  x   0.99960339  =   0.99958033
 AO0672
 AO0672:                Primary Azimuth Mark                     Grid Az
 AO0672:SPC TXSC     -  PEARSALL N TANK                          014 34 06.7
 AO0672:UTM  14      -  PEARSALL N TANK                          014 34 00.5
 AO0672
 AO0672|---------------------------------------------------------------------|
 AO0672| PID    Reference Object                     Distance      Geod. Az  |
 AO0672|                                                           dddmmss.s |
 AO0672| AO0653 PEARSALL N TANK                     APPROX.29.9 KM 0142907.5 |
 AO0672| CV3844 DILLEY RM 1                          28.668 METERS 09622     |
 AO0672| AO0669 DILLEY MUNICIPAL TANK                10.742 METERS 17744     |
 AO0672| AO0665 GARDENDALE RAD MAST                 APPROX.17.3 KM 1945345.7 |
 AO0672| CV3843 DILLEY AZ MK                                       1962645.8 |
 AO0672| AO0209 B 1077                                5.587 METERS 22322     |
 AO0672| AO0670 DILLEY RAD MAST                     APPROX. 2.1 KM 2933858.4 |
 AO0672|---------------------------------------------------------------------|
 AO0672
 AO0672                          SUPERSEDED SURVEY CONTROL
 AO0672
 AO0672  NAD 83(1986)-  28 40 05.12174(N)    099 10 10.69940(W) AD(       ) 1
 AO0672  NAD 27      -  28 40 04.19489(N)    099 10 09.58455(W) AD(       ) 1
 AO0672  NGVD 29 (07/19/86)  171.40   (m)          562.3    (f) LEVELING    3  
 AO0672
 AO0672.Superseded values are not recommended for survey control.
 AO0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0672.See file dsdata.txt to determine how the superseded data were derived.
 AO0672
 AO0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8342471225(NAD 83)
 AO0672_MARKER: DS = TRIANGULATION STATION DISK
 AO0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0672+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 AO0672
 AO0672  HISTORY     - Date     Condition        Report By
 AO0672  HISTORY     - 1971     MONUMENTED       NGS
 AO0672  HISTORY     - 19941027 GOOD             USPSQD
 AO0672  HISTORY     - 19960927 GOOD             USPSQD
 AO0672  HISTORY     - 20020223 GOOD             NGS
 AO0672
 AO0672                          STATION DESCRIPTION
 AO0672
 AO0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0672'THE STATION IS IN THE CITY OF DILLEY, NEAR THE DILLEY MUNICIPAL WATER
 AO0672'TANK AND ON CITY PROPERTY.  FRANK MOFFETT, MAYOR OF THE CITY GAVE
 AO0672'PERMISSION.
 AO0672'
 AO0672'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON EAST HUGO
 AO0672'STREET FOR 0.05 MILE TO THE JUNCTION WITH U.S. HIGHWAY 81.  TURN
 AO0672'LEFT AND GO SOUTH ON U.S. HIGHWAY 81 FOR 0.75 MILE TO THE ENTRANCE
 AO0672'TO THE DILLEY LIONS CIVIC CENTER AND THE MARK ON THE LEFT.
 AO0672'
 AO0672'STATION MARKS ARE STANDARD DISKS, STAMPED DILLEY 1971.  THE SURFACE
 AO0672'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0672'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 71.0 FEET WEST OF THE
 AO0672'CENTER OF SOUTH COMMERCE STREET, 56.8 FEET EAST OF THE EAST RAIL
 AO0672'OF A RAILROAD TRACK, 35.0 FEET SOUTH OF THE CENTER OF EAST HUGO
 AO0672'STREET, 31.7 FEET NORTHWEST OF THE NORTHEAST LEG OF THE WATER TANK
 AO0672'AND 17.5 FEET NORTHEAST OF THE NORTHWEST LEG OF THE WATER TANK.
 AO0672'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 AO0672'CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 AO0672'
 AO0672'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DILLEY NO 1 1971, SET
 AO0672'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0672'1 INCH ABOVE THE GROUND.  IT IS 23.0 FEET EAST OF THE CENTER OF
 AO0672'SOUTH COMMERCE STREET, 23.0 FEET SOUTH OF THE CENTER OF EAST HUGO
 AO0672'STREET, 1.5 FEET NORTH OF A TELEPHONE LINE POLE AND ABOUT 1 FOOT
 AO0672'LOWER THAN THE STATION.
 AO0672'
 AO0672'BENCH MARK B 1077 IS A STANDARD DISK, STAMPED B 1077 1956, CEMENTED
 AO0672'IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE NORTHWEST LEG OF
 AO0672'THE WATER TANK, THAT PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS
 AO0672'51.0 FEET SOUTH OF THE CENTER OF EAST HUGO STREET, 48.2 FEET EAST OF
 AO0672'THE EAST RAIL OF THE RAILROAD TRACK, 17.0 FEET EAST OF THE
 AO0672'TELEPHONE LINE POLE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0672'
 AO0672'AZIMUTH MARK IS A STANDARD DISK, STAMPED DILLEY 1971, SET IN THE TOP
 AO0672'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AO0672'GROUND SURFACE.  IT IS 65.5 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 AO0672'81, 51.6 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK AND 20.0
 AO0672'FEET NORTH OF THE CENTER OF A PAVED DRIVEWAY LEADING TO THE DILLEY
 AO0672'LIONS CIVIC CENTER.
 AO0672'
 AO0672'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
 AO0672
 AO0672                          STATION RECOVERY (1994)
 AO0672
 AO0672'RECOVERY NOTE BY US POWER SQUADRON 1994
 AO0672'RECOVERED IN GOOD CONDITION.
 AO0672
 AO0672                          STATION RECOVERY (1996)
 AO0672
 AO0672'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0672'RECOVERED IN GOOD CONDITION.
 AO0672
 AO0672                          STATION RECOVERY (2002)
 AO0672
 AO0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AO0672'STATION IS AT THE SOUTH OF TWO WHITE WATER TOWERS IN DILLEY.  TOWER IS
 AO0672'SURROUNDED BY CHAIN LINK SECURITY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0668 ***********************************************************************
 AO0668  DESIGNATION -  DILLEY METHODIST CHURCH SPIRE
 AO0668  PID         -  AO0668
 AO0668  STATE/COUNTY-  TX/FRIO
 AO0668  USGS QUAD   -  DILLEY (1974)
 AO0668
 AO0668                         *CURRENT SURVEY CONTROL
 AO0668  ___________________________________________________________________
 AO0668* NAD 83(1993)-  28 40 12.03405(N)    099 10 19.43068(W)     ADJUSTED  
 AO0668* NAVD 88     -                                                        
 AO0668  ___________________________________________________________________
 AO0668  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AO0668  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AO0668
 AO0668  HORZ ORDER  -  THIRD
 AO0668
 AO0668.The horizontal coordinates were established by classical geodetic methods
 AO0668.and adjusted by the National Geodetic Survey in February 1996..
 AO0668
 AO0668
 AO0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0668
 AO0668.The geoid height was determined by GEOID03.
 AO0668
 AO0668;                    North         East     Units Scale Factor Converg.
 AO0668;SPC TXSC     - 4,092,740.332   583,182.475   MT  0.99993007   -0 05 03.5
 AO0668;SPC TXSC     -13,427,598.91  1,913,324.50   sFT  0.99993007   -0 05 03.5
 AO0668;UTM  14      - 3,171,438.499   483,188.006   MT  0.99960349   -0 04 57.2
 AO0668
 AO0668                          SUPERSEDED SURVEY CONTROL
 AO0668
 AO0668  NAD 83(1986)-  28 40 12.03374(N)    099 10 19.40929(W) AD(       ) 4
 AO0668  NAD 27      -  28 40 11.10600(N)    099 10 18.29100(W) AD(       ) 3
 AO0668
 AO0668.Superseded values are not recommended for survey control.
 AO0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0668.See file dsdata.txt to determine how the superseded data were derived.
 AO0668
 AO0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8318871438(NAD 83)
 AO0668_MARKER: 90 = CHURCH SPIRE
 AO0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0668+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 AO0668
 AO0668  HISTORY     - Date     Condition        Report By
 AO0668  HISTORY     - 1935     FIRST OBSERVED   CGS
 AO0668  HISTORY     - 19941027 MARK NOT FOUND   USPSQD
 AO0668  HISTORY     - 19961017 GOOD             USPSQD
 AO0668  HISTORY     - 20030815 GOOD             USPSQD
 AO0668
 AO0668                          STATION DESCRIPTION
 AO0668
 AO0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0668'POINT OBSERVED UPON IS THE TIP OF SPIRE OF THE METHODIST CHURCH,
 AO0668'LOCATED IN CENTRAL PART OF TOWN ON STATE HIGHWAY 85, 1 BLOCK W
 AO0668'OF U.S. HIGHWAY 81.  HEIGHT ABOUT 45 FEET.
 AO0668'
 AO0668'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS WRIGHT,
 AO0668'RICHEY, BURNS AND HENRY U.S.G.S.
 AO0668
 AO0668                          STATION RECOVERY (1994)
 AO0668
 AO0668'RECOVERY NOTE BY US POWER SQUADRON 1994
 AO0668'MARK NOT FOUND.
 AO0668
 AO0668                          STATION RECOVERY (1996)
 AO0668
 AO0668'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0668'RECOVERED IN GOOD CONDITION.
 AO0668
 AO0668                          STATION RECOVERY (2003)
 AO0668
 AO0668'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0669 ***********************************************************************
 AO0669  DESIGNATION -  DILLEY MUNICIPAL TANK
 AO0669  PID         -  AO0669
 AO0669  STATE/COUNTY-  TX/FRIO
 AO0669  USGS QUAD   -  DILLEY (1974)
 AO0669
 AO0669                         *CURRENT SURVEY CONTROL
 AO0669  ___________________________________________________________________
 AO0669* NAD 83(1993)-  28 40 04.77347(N)    099 10 10.70525(W)     ADJUSTED  
 AO0669* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 AO0669  ___________________________________________________________________
 AO0669  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AO0669  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AO0669
 AO0669  HORZ ORDER  -  THIRD
 AO0669
 AO0669.The horizontal coordinates were established by classical geodetic methods
 AO0669.and adjusted by the National Geodetic Survey in July 1998..
 AO0669
 AO0669.The orthometric height was scaled from a topographic map.
 AO0669
 AO0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0669
 AO0669.The geoid height was determined by GEOID03.
 AO0669
 AO0669;                    North         East     Units Scale Factor Converg.
 AO0669;SPC TXSC     - 4,092,516.476   583,419.045   MT  0.99993047   -0 04 59.2
 AO0669;SPC TXSC     -13,426,864.47  1,914,100.65   sFT  0.99993047   -0 04 59.2
 AO0669;UTM  14      - 3,171,214.723   483,424.506   MT  0.99960339   -0 04 53.0
 AO0669
 AO0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0669!SPC TXSC     -   0.99997683  x   0.99993047  =   0.99990731
 AO0669!UTM  14      -   0.99997683  x   0.99960339  =   0.99958023
 AO0669
 AO0669                          SUPERSEDED SURVEY CONTROL
 AO0669
 AO0669  NAD 83(1993)-  28 40 04.77347(N)    099 10 10.70525(W) AD(       ) 4
 AO0669  NAD 83(1986)-  28 40 04.77311(N)    099 10 10.68312(W) AD(       ) 4
 AO0669  NAD 27      -  28 40 03.84600(N)    099 10 09.56500(W) AD(       ) 3
 AO0669
 AO0669.Superseded values are not recommended for survey control.
 AO0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0669.See file dsdata.txt to determine how the superseded data were derived.
 AO0669
 AO0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8342571215(NAD 83)
 AO0669_MARKER: 53 = ELEVATED TANK
 AO0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0669+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 AO0669
 AO0669  HISTORY     - Date     Condition        Report By
 AO0669  HISTORY     - 1935     FIRST OBSERVED   CGS
 AO0669  HISTORY     - 1952     GOOD             CGS
 AO0669  HISTORY     - 1971     GOOD             NGS
 AO0669  HISTORY     - 19941027 GOOD             USPSQD
 AO0669  HISTORY     - 19960927 GOOD             USPSQD
 AO0669  HISTORY     - 20020223 GOOD             NGS
 AO0669  HISTORY     - 20030910 GOOD             USPSQD
 AO0669  HISTORY     - 20050223 GOOD             USPSQD
 AO0669
 AO0669                          STATION DESCRIPTION
 AO0669
 AO0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0669'POINT OBSERVED UPON IS THE FINIAL OF THE MUNICIPAL WATER TANK
 AO0669'LOCATED IN THE CENTRAL PART OF TOWN ON THE E SIDE OF THE RAILROAD
 AO0669'TRACKS.
 AO0669'
 AO0669'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS WRIGHT,
 AO0669'KELLI, BURNS, RICHEY AND HENRY U.S.G.S.
 AO0669
 AO0669                          STATION RECOVERY (1952)
 AO0669
 AO0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0669'STATION RECOVERED.  LOCATED ON THE EAST SIDE OF THE RAILROAD
 AO0669'TRACKS IN DILLEY.  A STEEL TANK SET ON FOUR STRUCTURAL STEEL LEGS.
 AO0669'THE TANK IS APPROXIMATELY 100 FEET HIGH AND SURMOUNTED BY A WHITE
 AO0669'LIGHT.  THE TOP AND CENTER OF THE TANK WAS THE POINT OBSERVED ON.
 AO0669
 AO0669                          STATION RECOVERY (1971)
 AO0669
 AO0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0669'THE STATION, DILLEY MUNICIPAL WATER TANK 1935 IS THE CENTER OF
 AO0669'THE BASE OF FOUR LEGGED, STEEL STRUCTURE WATER TANK, PAINTED
 AO0669'SILVER AND HAS AN OVERALL HEIGHT OF 100 FEET.  IT IS LOCATED IN
 AO0669'THE TOWN OF DILLEY.  A DISTANCE WAS MEASURED FROM TRIANGULATION
 AO0669'STATION DILLEY, THE DISTANCE BEING 35.25 FEET OR 10.742 METERS
 AO0669'SOUTH OF STATION DILLEY.
 AO0669'
 AO0669'THIS STATION WAS PREVIOUSLY LOCATED BY INTERSECTION.
 AO0669
 AO0669                          STATION RECOVERY (1994)
 AO0669
 AO0669'RECOVERY NOTE BY US POWER SQUADRON 1994
 AO0669'RECOVERED IN GOOD CONDITION.
 AO0669
 AO0669                          STATION RECOVERY (1996)
 AO0669
 AO0669'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0669'RECOVERED IN GOOD CONDITION.
 AO0669
 AO0669                          STATION RECOVERY (2002)
 AO0669
 AO0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AO0669'STATION IS THE SOUTH OF TWO WHITE WATER TOWERS IN DILLEY.  TOWER IS
 AO0669'SURROUNDED BY CHAIN LINK SECURITY FENCE.
 AO0669
 AO0669                          STATION RECOVERY (2003)
 AO0669
 AO0669'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0669'RECOVERED IN GOOD CONDITION.
 AO0669
 AO0669                          STATION RECOVERY (2005)
 AO0669
 AO0669'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AO0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0670 ***********************************************************************
 AO0670  DESIGNATION -  DILLEY RAD MAST
 AO0670  PID         -  AO0670
 AO0670  STATE/COUNTY-  TX/FRIO
 AO0670  USGS QUAD   -  DILLEY (1974)
 AO0670
 AO0670                         *CURRENT SURVEY CONTROL
 AO0670  ___________________________________________________________________
 AO0670* NAD 83(1993)-  28 40 32.03596(N)    099 11 20.42212(W)     ADJUSTED  
 AO0670* NAVD 88     -                                                        
 AO0670  ___________________________________________________________________
 AO0670  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AO0670  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AO0670
 AO0670  HORZ ORDER  -  THIRD
 AO0670
 AO0670.The horizontal coordinates were established by classical geodetic methods
 AO0670.and adjusted by the National Geodetic Survey in February 1996..
 AO0670
 AO0670
 AO0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0670
 AO0670.The geoid height was determined by GEOID03.
 AO0670
 AO0670;                    North         East     Units Scale Factor Converg.
 AO0670;SPC TXSC     - 4,093,358.627   581,527.555   MT  0.99992896   -0 05 33.3
 AO0670;SPC TXSC     -13,429,627.43  1,907,894.99   sFT  0.99992896   -0 05 33.3
 AO0670;UTM  14      - 3,172,056.540   481,533.606   MT  0.99960421   -0 05 26.5
 AO0670
 AO0670                          SUPERSEDED SURVEY CONTROL
 AO0670
 AO0670  NAD 83(1986)-  28 40 32.03537(N)    099 11 20.40067(W) AD(       ) 4
 AO0670  NAD 27      -  28 40 31.11019(N)    099 11 19.28260(W) AD(       ) 3
 AO0670
 AO0670.Superseded values are not recommended for survey control.
 AO0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0670.See file dsdata.txt to determine how the superseded data were derived.
 AO0670
 AO0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8153472057(NAD 83)
 AO0670_MARKER: 42 = RADIO/TV MAST
 AO0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0670+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 AO0670
 AO0670  HISTORY     - Date     Condition        Report By
 AO0670  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0670  HISTORY     - 19950323 GOOD             USPSQD
 AO0670  HISTORY     - 19961017 GOOD             USPSQD
 AO0670  HISTORY     - 20030815 GOOD             USPSQD
 AO0670  HISTORY     - 20050223 GOOD             USPSQD
 AO0670
 AO0670                          STATION DESCRIPTION
 AO0670
 AO0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0670'THE STATION, DILLEY MEDINA ELECTRIC COOPERATIVE RADIO MAST KKF 802,
 AO0670'IS THE LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST, THAT HAS SEVERAL
 AO0670'ANTENNAS ON IT AND IS PAINTED ALTERNATELY RED AND WHITE.  IT HAS
 AO0670'AN OVERALL HEIGHT OF 340 FEET AND IS OWNED BY THE MEDINA ELECTRIC
 AO0670'COOPERATIVE OF DILLEY.
 AO0670'
 AO0670'THE STATION IS ABOUT 1-1/2 MILES WEST OF DILLEY, 1/2 MILE NORTH OF
 AO0670'STATE HIGHWAY 85 AND ON THE NORTH SIDE OF THE DILLEY CEMETERY.
 AO0670'
 AO0670'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0670'HIGHWAY 85 IN DILLEY, GO WEST AND SOUTHWEST ON HIGHWAY 85 FOR 0.65
 AO0670'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON A
 AO0670'GRAVELED ROAD FOR 0.65 MILE TO THE DILLEY CEMETERY ON LEFT.
 AO0670'CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE STATION
 AO0670'ON LEFT.
 AO0670
 AO0670                          STATION RECOVERY (1995)
 AO0670
 AO0670'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0670'RECOVERED IN GOOD CONDITION.
 AO0670
 AO0670                          STATION RECOVERY (1996)
 AO0670
 AO0670'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0670'RECOVERED IN GOOD CONDITION.
 AO0670
 AO0670                          STATION RECOVERY (2003)
 AO0670
 AO0670'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0670'RECOVERED IN GOOD CONDITION.
 AO0670
 AO0670                          STATION RECOVERY (2005)
 AO0670
 AO0670'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AO0670'CHANGE -TO A SIDE ROAD RIGHT- TO - TO A SOUTHBOUND FEEDER ROAD TO THE
 AO0670'RIGHT. ADD - GO NORTH ON THE FEEDER ROAD FOR 0.65 MILE TO A PAVED ROAD
 AO0670'LEADING WEST TO THE DILLEY CEMETERY. TURN LEFT AND GO WEST 0.5 MILE TO
 AO0670'THE CEMETERY. CONTINUE 0.1 MILE TO THE STATIN ON THE LEFT. RADIOI
 AO0670'STATION KKF IS NO LONGER IN OPERATIN BUT THE ANTENNA IS UTILIZED BY
 AO0670'THE MEDIN ELECTRIC COOPERATIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2585 ***********************************************************************
 AX2585  DESIGNATION -  DILWORTH
 AX2585  PID         -  AX2585
 AX2585  STATE/COUNTY-  TX/GONZALES
 AX2585  USGS QUAD   -  MOULTON (1981)
 AX2585
 AX2585                         *CURRENT SURVEY CONTROL
 AX2585  ___________________________________________________________________
 AX2585* NAD 83(1993)-  29 30 30.25367(N)    097 14 02.54643(W)     ADJUSTED  
 AX2585* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AX2585  ___________________________________________________________________
 AX2585  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AX2585  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AX2585
 AX2585  HORZ ORDER  -  FIRST
 AX2585
 AX2585.The horizontal coordinates were established by classical geodetic methods
 AX2585.and adjusted by the National Geodetic Survey in February 1996..
 AX2585
 AX2585.The orthometric height was scaled from a topographic map.
 AX2585
 AX2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2585
 AX2585.The geoid height was determined by GEOID03.
 AX2585
 AX2585;                    North         East     Units Scale Factor Converg.
 AX2585;SPC TXSC     - 4,186,934.793   771,195.237   MT  0.99986781   +0 51 54.6
 AX2585;SPC TXSC     -13,736,635.23  2,530,163.04   sFT  0.99986781   +0 51 54.6
 AX2585;UTM  14      - 3,265,614.093   671,169.941   MT  0.99996153   +0 52 12.1
 AX2585
 AX2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2585!SPC TXSC     -   0.99997625  x   0.99986781  =   0.99984407
 AX2585!UTM  14      -   0.99997625  x   0.99996153  =   0.99993778
 AX2585
 AX2585:                Primary Azimuth Mark                     Grid Az
 AX2585:SPC TXSC     -  MOULTON MUNICIPAL TANK                   048 34 52.9
 AX2585:UTM  14      -  MOULTON MUNICIPAL TANK                   048 34 35.4
 AX2585
 AX2585|---------------------------------------------------------------------|
 AX2585| PID    Reference Object                     Distance      Geod. Az  |
 AX2585|                                                           dddmmss.s |
 AX2585| AX2583 MOULTON MUNICIPAL TANK              APPROX.11.2 KM 0492647.5 |
 AX2585| CV3848 DILWORTH RM 3                        13.255 METERS 06740     |
 AX2585| CV3845 DILWORTH AZ MK                                     0950653.6 |
 AX2585| AX2584 BAILEY USGS 1943                     16.764 METERS 11651     |
 AX2585| AX2612 SHINER CATHOLIC CHURCH SPIRE        APPROX.11.5 KM 1444923.3 |
 AX2585| CV3846 DILWORTH RM 1                        14.947 METERS 24034     |
 AX2585| AX2586 WAELDER MUNICIPAL TANK              APPROX.21.5 KM 3423344.0 |
 AX2585| CV3849 DILWORTH RM 4                        16.715 METERS 35021     |
 AX2585| CV3847 DILWORTH RM 2                        16.715 METERS 35026     |
 AX2585|---------------------------------------------------------------------|
 AX2585
 AX2585                          SUPERSEDED SURVEY CONTROL
 AX2585
 AX2585  NAD 83(1986)-  29 30 30.26466(N)    097 14 02.53829(W) AD(       ) 1
 AX2585  NAD 27      -  29 30 29.40700(N)    097 14 01.58000(W) AD(       ) 1
 AX2585
 AX2585.Superseded values are not recommended for survey control.
 AX2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2585.See file dsdata.txt to determine how the superseded data were derived.
 AX2585
 AX2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT7117065614(NAD 83)
 AX2585_MARKER: DS = TRIANGULATION STATION DISK
 AX2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2585
 AX2585  HISTORY     - Date     Condition        Report By
 AX2585  HISTORY     - 1943     MONUMENTED       CGS
 AX2585  HISTORY     - 1963     GOOD             CGS
 AX2585  HISTORY     - 1969     GOOD             LOCENG
 AX2585  HISTORY     - 1971     GOOD             NGS
 AX2585
 AX2585                          STATION DESCRIPTION
 AX2585
 AX2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2585'STATION IS ABOUT 13 MILES E OF GONZALES, 7 MILES SW OF MOULTON,
 AX2585'AND 3.5 MILES E OF DILWORTH, ON LAND OWNED BY THE BAILEY
 AX2585'ESTATE AND IN CHARGE OF T.B. WOOD OF GONZALES.  THE MARK IS
 AX2585'ON THE SOUTHERLY END OF A LOW RIDGE, 5 PACES E OF THE CENTER
 AX2585'LINE OF THE ROAD, PROJECTS 2 INCHES AND IS STAMPED DILWORTH 1943.
 AX2585'
 AX2585'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2585'DISKS SET IN CONCRETE.
 AX2585'
 AX2585'REFERENCE MARK NO. 1 IS W OF THE STATION, 12 PACES W OF THE
 AX2585'CENTER LINE OF THE ROAD, PROJECTS 4 INCHES AND IS STAMPED
 AX2585'DILWORTH NO. 1 1943.
 AX2585'
 AX2585'REFERENCE MARK NO. 2 IS N OF THE STATION, 12 PACES W OF THE
 AX2585'CENTER LINE OF THE ROAD, 3 FEET SE OF A SCRUB BUSH, PROJECTS
 AX2585'2 INCHES AND IS STAMPED DILWORTH NO. 2 1943.
 AX2585'
 AX2585'BAILEY. U.S.G.S. B.M. IS SE OF THE STATION, 16 PACES E OF THE
 AX2585'CENTER LINE OF THE ROAD.  THE MARK IS A 3-INCH STEEL PIPE
 AX2585'PROJECTING 12 INCHES.
 AX2585'
 AX2585'AZMUTH MARK IS ABOUT 0.2 MILE SE OF THE STATION, 10 FEET SE
 AX2585'OF CENTER LINE OF A DRIVEWAY, 37 PACES NE OF A FENCE CORNER, 1
 AX2585'FOOT NW OF THE FENCE LINE, AND PROJECTS 8 INCHES.
 AX2585'
 AX2585'TO REACH THE STATION FROM COURTHOUSE IN GONZALES GO E ON TEXAS
 AX2585'ROUTE 3 TO THE EASTERLY EDGE OF TOWN, WHERE ROUTE 3 TURNS LEFT AT
 AX2585'A TEXACO GAS STATION, HERE GO E ON A DIRT ROAD 0.2 MILE TO
 AX2585'WHERE THIS ROAD JOINS TEXAS ROUTE 200, GO E ON ROUTE 200 FOR
 AX2585'0.9 MILE TO DIRT ROAD LEFT, HERE TURN LEFT AND GO 1.6 MILES TO
 AX2585'FORKS, TAKE LEFT FORK AND GO 2.1 MILES TO FORKS, TAKE LEFT FORK
 AX2585'AND GO 0.6 MILE TO A SCHOOLHOUSE.  HERE TURN E AND GO 0.15
 AX2585'MILE, HERE TURN S AND GO 4.2 MILES TO DILWORTH.  AT THE CROSS
 AX2585'ROAD IN DILWORTH GO E 1.7 MILES TO A FORKS, JUST AFTER
 AX2585'CROSSING A WOODEN BRIDGE, TAKE LEFT FORK AND GO 1.0 MILE
 AX2585'TO BOARD GATES ON THE RIGHT AND LEFT.  TURN RIGHT THROUGH
 AX2585'GATE AND FOLLOW MAIN-TRAVELED ROAD 0.9 MILE TO A FORKS*
 AX2585'TAKE RIGHT FORK AND GO 100 YARDS TO STATION AT TOP OF HILL
 AX2585'ON LEFT.
 AX2585'
 AX2585'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO SE TO A BOARD GATE,
 AX2585'CONTINUE THROUGH GATE 100 YARDS TO DRIVEWAY ON THE LEFT.  TURN
 AX2585'LEFT AND GO 0.1 MILE TO A GATE, CONTINUE THROUGH GATE AND
 AX2585'AZIMUTH MARK 100 FEET N OF FENCE CORNER.
 AX2585'
 AX2585'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AX2585
 AX2585                          STATION RECOVERY (1963)
 AX2585
 AX2585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2585'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE BENCH MARK
 AX2585'WERE ALL RECOVERED IN GOOD CONDITION.  NO ATTEMPT WAS MADE
 AX2585'TO RECOVER THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO
 AX2585'STATION SITE ARE CORRECT.
 AX2585
 AX2585                          STATION RECOVERY (1969)
 AX2585
 AX2585'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (MP)
 AX2585'RECOVERED BY UNION CARBIDE CORP.
 AX2585'
 AX2585'DILWORTH-1943-HAS BEEN MOVED BY CAT BLADE-CHIPPED CONCRETE-OPEN
 AX2585'CRACKS AROUND NORTH SIDE-PUSHED IN A SOUTHERLY DIRECTION-REFERENCE
 AX2585'MARKS AND AZIMUTH NOT CHECKED.
 AX2585
 AX2585                          STATION RECOVERY (1971)
 AX2585
 AX2585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AX2585'THE SURFACE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2
 AX2585'WERE FOUND DISTURBED, THEY HAD BEEN BUMPED AND THE TOPS OF
 AX2585'THE MONUMENTS CHIPPED BY HEAVY MACHINERY DURING BRUSH CLEARING
 AX2585'OPERATIONS.  THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK
 AX2585'WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK
 AX2585'WAS REPLUMBED OVER THE UNDERGROUND MARK, AND REFERENCE MARKS
 AX2585'NO. 3 AND NO. 4 WERE SET.
 AX2585'
 AX2585'A NEW DESCRIPTION FOLLOWS--
 AX2585'
 AX2585'THE STATION IS LOCATED ABOUT 13 MILES EAST OF GONZALES, AND 8
 AX2585'MILES SOUTHWEST OF MOULTON, IN PASTURE LAND ON A HILL KNOWN
 AX2585'LOCALLY AS, THE BIG HILL, ON PROPERTY OF MR. DAVID HAWN.
 AX2585'
 AX2585'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED DILWORTH
 AX2585'1943.  THE SURFACE STATION MARK IS A STANDARD DISK STAMPED
 AX2585'DILWORTH 1943 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH
 AX2585'PROJECTS 1-INCH.  IT IS 130 FEET SOUTH OF THE CENTER OF A FIELD
 AX2585'ROAD, 91 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD, AND 3.0
 AX2585'FEET NORTHEAST OF A METAL WITNESS POST.
 AX2585'
 AX2585'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DILWORTH 1943
 AX2585'NO 3 1971 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AX2585'3-INCHES.  IT IS 96 FEET SOUTH OF THE CENTER OF THE GRADED FIELD
 AX2585'ROAD, 48 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD, AND
 AX2585'2.9 FEET SOUTHWEST OF A 3-INCH METAL PIPE.
 AX2585'
 AX2585'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED DILWORTH 1943
 AX2585'NO 4 1971 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AX2585'3-INCHES.  IT IS 85 FEET SOUTH OF THE CENTER OF THE FIELD ROAD,
 AX2585'AND 1.4 FEET SOUTH OF A METAL WITNESS POST.
 AX2585'
 AX2585'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DILWORTH 1943, SET
 AX2585'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  IT IS
 AX2585'ON PROPERTY OWNED BY MR. CLEMENT E. PETRAS AND IS ABOUT 150
 AX2585'YARDS SOUTH OF HIS HOUSE, 115 FEET NORTH OF THE GRADED FIELD
 AX2585'ROAD, 1.5 FEET WEST OF A FENCE, AND 1.5 FEET WEST OF A METAL
 AX2585'WITNESS POST.
 AX2585'
 AX2585'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 AX2585'183, AND ALT. 90 AT THE NORTH EDGE OF GONZALES, GO EASTERLY
 AX2585'ON HIGHWAY 90 FOR 3.0 MILES TO A JUNCTION WITH FARM ROAD 532
 AX2585'ON THE LEFT, TURN LEFT AND FOLLOW FM 532 FOR 8.7 MILES TO A
 AX2585'SIDE ROAD RIGHT, FARM ROAD 795, TURN RIGHT AND GO SOUTH 3.2
 AX2585'MILES TO A SIDE ROAD RIGHT, CONTINUE SOUTH AND EAST FOR 0.3
 AX2585'MILE TO THE OLD DILLWORTH SCHOOLHOUSE, CONTINUE EASTERLY FOR
 AX2585'1.9 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.05 MILES TO
 AX2585'A DRIVEWAY ENTRANCE WITH A CATTLE GUARD AND TWO STONE
 AX2585'PILLARS, CROSS THE CATTLE GUARD AND GO EASTERLY 0.35 MILE TO
 AX2585'THE RANCH BUILDINGS OF MR. DAVID HAWN, BEAR LEFT TO THE
 AX2585'NORTH AND EAST AROUND THE BUILDINGS AND FOLLOW THE GRADED
 AX2585'FARM ROAD UP THE HILL FOR 0.7 MILE TO THE STATION ON THE RIGHT,
 AX2585'CONTINUE EAST ON THE GRADED ROAD FOR 0.25 MILE TO THE AZIMUTH
 AX2585'MARK ON THE LEFT AS DESCRIBED.
 AX2585'
 AX2585'THE TRAVERSE STATION BAILEY USGS WAS FOUND DESTROYED.  IT
 AX2585'APPEARED TO HAVE BEEN PULLED OUT OF THE GROUND DURING BRUSH
 AX2585'CLEARING OPERATIONS, THE CAP MARK WAS NOT FOUND, THE PIPE WAS
 AX2585'SET AS A REFERENCE POST FOR REFERENCE MARK NO. 3.
 AX2585'
 AX2585'THE ORIGINAL SURFACE STATION MARK WAS FOUND TO HAVE BEEN MOVED
 AX2585'SOUTH 0.012 METERS IN DIRECTION 115-DEGREES OFF THE AZIMUTH MARK.
 AX2585'
 AX2585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8
 AX2585'MILES SW OF MOULTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1377 ***********************************************************************
 GL1377  DESIGNATION -  DIME
 GL1377  PID         -  GL1377
 GL1377  STATE/COUNTY-  TX/DALLAM
 GL1377  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL1377
 GL1377                         *CURRENT SURVEY CONTROL
 GL1377  ___________________________________________________________________
 GL1377* NAD 83(1993)-  36 17 23.90005(N)    102 32 15.19374(W)     ADJUSTED  
 GL1377* NAVD 88     -      1262.     (meters)    4140.     (feet)  VERTCON   
 GL1377  ___________________________________________________________________
 GL1377  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 GL1377  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 GL1377
 GL1377  HORZ ORDER  -  THIRD
 GL1377
 GL1377.The horizontal coordinates were established by classical geodetic methods
 GL1377.and adjusted by the National Geodetic Survey in February 1996..
 GL1377
 GL1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1377
 GL1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1377
 GL1377.The geoid height was determined by GEOID03.
 GL1377
 GL1377;                    North         East     Units Scale Factor Converg.
 GL1377;SPC TX N     - 1,254,543.129   106,793.224   MT  1.00002662   -0 36 04.7
 GL1377;SPC TX N     - 4,115,946.92    350,370.77   sFT  1.00002662   -0 36 04.7
 GL1377;UTM  13      - 4,018,925.002   721,139.663   MT  1.00020257   +1 27 29.0
 GL1377
 GL1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1377!SPC TX N     -   0.99980585  x   1.00002662  =   0.99983247
 GL1377!UTM  13      -   0.99980585  x   1.00020257  =   1.00000839
 GL1377
 GL1377|---------------------------------------------------------------------|
 GL1377| PID    Reference Object                     Distance      Geod. Az  |
 GL1377|                                                           dddmmss.s |
 GL1377| CM7939 DIME RM 1                            45.144 METERS 08941     |
 GL1377| CM7938 DIME AZ MK                                         1775001.1 |
 GL1377| CM7940 DIME RM 2                            17.930 METERS 18209     |
 GL1377|---------------------------------------------------------------------|
 GL1377
 GL1377                          SUPERSEDED SURVEY CONTROL
 GL1377
 GL1377  NAD 83(1993)-  36 17 23.89979(N)    102 32 15.19418(W) AD(       ) 3
 GL1377  NAD 83(1993)-  36 17 23.90989(N)    102 32 15.18563(W) AD(       ) 3
 GL1377  NAD 83(1986)-  36 17 23.91092(N)    102 32 15.18539(W) AD(       ) 3
 GL1377  NAD 27      -  36 17 23.80600(N)    102 32 13.50400(W) AD(       ) 3
 GL1377  NGVD 29 (07/19/86) 1261.     (m)         4137.     (f) VERT ANG       
 GL1377
 GL1377.Superseded values are not recommended for survey control.
 GL1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1377.See file dsdata.txt to determine how the superseded data were derived.
 GL1377
 GL1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2114018925(NAD 83)
 GL1377_MARKER: DS = TRIANGULATION STATION DISK
 GL1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1377_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1377
 GL1377  HISTORY     - Date     Condition        Report By
 GL1377  HISTORY     - 1953     MONUMENTED       CGS
 GL1377
 GL1377                          STATION DESCRIPTION
 GL1377
 GL1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1377'THE STATION IS LOCATED ALONG THE WEST SIDE OF STATE ROUTE 51, ABOUT
 GL1377'15-1/2 MILES NORTH OF DALHART, 14-1/2 MILES SOUTH OF THE
 GL1377'TEXAS-OKLAHOMA STATE LINE, 71.5 FEET WEST OF THE CENTERLINE OF THE
 GL1377'PAVED ROAD, 3 FEET EAST OF THE NORTH-SOUTH FENCELINE AND 4 FEET
 GL1377'NORTHEAST OF A WHITE WITNESS POST.
 GL1377'
 GL1377'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 87 AND STATE ROUTE
 GL1377'51 IN DALHART, GO NORTH, ON STATE ROUTE 51, FOR 15.0 MILES TO THE
 GL1377'AZIMUTH MARK.  CONTINUE NORTH, ON STATE ROUTE 51, FOR 0.55 MILE
 GL1377'TO THE STATION.
 GL1377'
 GL1377'THE STATION MARK IS A STANDARD DISK, STAMPED DIME 1953, SET IN
 GL1377'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER WHICH
 GL1377'PROJECTS ABOUT 1 INCH.
 GL1377'
 GL1377'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED DIME NO 1
 GL1377'1953, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 GL1377'DIAMETER WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE
 GL1377'SAME ELEVATION AS THE STATION.  IT IS LOCATED 76.5 FEET EAST OF
 GL1377'THE CENTERLINE OF THE PAVED ROAD.
 GL1377'
 GL1377'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED DIME NO 2
 GL1377'1953, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 GL1377'DIAMETER WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE
 GL1377'SAME ELEVATION AS THE STATION.  IT IS LOCATED 72 FEET WEST OF
 GL1377'THE CENTERLINE OF THE PAVED ROAD 1-1/2 FEET NORTHEAST OF SECTION
 GL1377'MARKER C225-S1-T6 AND 12 INCHES EAST OF A NORTH-SOUTH FENCELINE.
 GL1377'
 GL1377'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DIME 1953, SET IN
 GL1377'THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER WHICH
 GL1377'PROJECTS ABOUT 8 INCHES.  IT IS LOCATED ALONG THE EAST SIDE OF
 GL1377'STATE ROUTE 51, ABOUT 72 FEET EAST OF THE CENTERLINE OF THE
 GL1377'PAVED ROAD, 8 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD AND
 GL1377'1 FOOT SOUTHWEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0715 ***********************************************************************
 AO0715  DESIGNATION -  DIMMIT
 AO0715  PID         -  AO0715
 AO0715  STATE/COUNTY-  TX/DIMMIT
 AO0715  USGS QUAD   -  BLOCKER TANK (1982)
 AO0715
 AO0715                         *CURRENT SURVEY CONTROL
 AO0715  ___________________________________________________________________
 AO0715* NAD 83(1993)-  28 17 56.17296(N)    099 24 39.95281(W)     ADJUSTED  
 AO0715* NAVD 88     -       186.1    (meters)     611.     (feet)  VERTCON   
 AO0715  ___________________________________________________________________
 AO0715  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AO0715  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AO0715
 AO0715  HORZ ORDER  -  FIRST
 AO0715
 AO0715.The horizontal coordinates were established by classical geodetic methods
 AO0715.and adjusted by the National Geodetic Survey in February 1996..
 AO0715
 AO0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0715
 AO0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0715
 AO0715.The geoid height was determined by GEOID03.
 AO0715
 AO0715;                    North         East     Units Scale Factor Converg.
 AO0715;SPC TXSC     - 4,051,674.924   559,674.836   MT  1.00002529   -0 12 05.0
 AO0715;SPC TXSC     -13,292,870.15  1,836,199.86   sFT  1.00002529   -0 12 05.0
 AO0715;UTM  14      - 3,130,386.423   459,691.710   MT  0.99962005   -0 11 41.6
 AO0715
 AO0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0715!SPC TXSC     -   0.99997462  x   1.00002529  =   0.99999991
 AO0715!UTM  14      -   0.99997462  x   0.99962005  =   0.99959468
 AO0715
 AO0715|---------------------------------------------------------------------|
 AO0715| PID    Reference Object                     Distance      Geod. Az  |
 AO0715|                                                           dddmmss.s |
 AO0715| CV3851 DIMMIT RM 1                          20.492 METERS 05103     |
 AO0715| CV3850 DIMMIT AZ MK                                       2803448.7 |
 AO0715| CV3852 DIMMIT RM 2                          22.703 METERS 31906     |
 AO0715|---------------------------------------------------------------------|
 AO0715
 AO0715                          SUPERSEDED SURVEY CONTROL
 AO0715
 AO0715  NAD 83(1986)-  28 17 56.17063(N)    099 24 39.92951(W) AD(       ) 1
 AO0715  NAD 27      -  28 17 55.18627(N)    099 24 38.79559(W) AD(       ) 1
 AO0715  NGVD 29 (07/19/86)  186.0    (m)          610.     (f) VERT ANG       
 AO0715
 AO0715.Superseded values are not recommended for survey control.
 AO0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0715.See file dsdata.txt to determine how the superseded data were derived.
 AO0715
 AO0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS5969230386(NAD 83)
 AO0715_MARKER: DS = TRIANGULATION STATION DISK
 AO0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0715_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0715
 AO0715  HISTORY     - Date     Condition        Report By
 AO0715  HISTORY     - 1972     MONUMENTED       NGS
 AO0715
 AO0715                          STATION DESCRIPTION
 AO0715
 AO0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0715'THE STATION IS ABOUT 12 MILES EAST AND 3 MILES SOUTH OF CATARINA,
 AO0715'7-1/2 MILES WEST AND 1-1/2 MILES NORTH OF ARTESIA WELLS, 1 MILE WEST
 AO0715'OF THE LA SALLE-DIMMIT COUNTY LINE AND ON PROPERTY IN THE CHAPARRAL
 AO0715'WILD LIFE AREA, PERMISSION GRANTED BY MR. JOHN E. ELLISON, MANAGER
 AO0715'OF THE AREA.
 AO0715'
 AO0715'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND FARM
 AO0715'ROAD 133 IN ARTESIA WELLS, GO WEST ON FARM ROAD 133 FOR 6.7 MILES TO
 AO0715'THE LA SALLE-DIMMIT COUNTY LINE.  CONTINUE WEST ON FARM ROAD 133
 AO0715'FOR 1.0 MILE TO A SIDE ROAD AND THE STATION ON THE RIGHT.
 AO0715'
 AO0715'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON FARM ROAD 133
 AO0715'FOR 0.45 MILE TO THE MARK ON THE LEFT.
 AO0715'
 AO0715'STATION MARKS ARE STANDARD DISKS, STAMPED DIMMIT 1972.  THE SURFACE
 AO0715'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0715'THAT IS FLUSH WITH THE GROUND.  IT IS 73.5 FEET WEST OF THE CENTER
 AO0715'OF A METAL GATE, 114.0 FEET NORTH OF THE CENTER OF FARM ROAD 133,
 AO0715'63.5 FEET NORTHEAST OF A FENCE CORNER AND 5.0 FEET EAST OF A
 AO0715'WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 AO0715'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AO0715'
 AO0715'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DIMMIT NO 1 1972, SET
 AO0715'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0715'3 INCHES ABOVE THE GROUND.  IT IS 120.0 FEET NORTHEAST OF THE FENCE
 AO0715'CORNER, 70.9 FEET NORTHEAST OF THE WITNESS POST, 69.0 FEET
 AO0715'NORTH-NORTHWEST OF THE CENTER OF THE METAL GATE, 22.0 FEET WEST
 AO0715'OF A FARM LANE AND ABOUT 2 FEET LOWER THAN THE STATION.
 AO0715'
 AO0715'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DIMMIT NO 2 1972, SET
 AO0715'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0715'4 INCHES ABOVE THE GROUND.  IT IS 80.6 FEET NORTH OF THE FENCE
 AO0715'CORNER, 71.0 FEET NORTHWEST OF THE WITNESS POST, 0.8 FOOT EAST OF A
 AO0715'FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AO0715'
 AO0715'AZIMUTH MARK IS A STANDARD DISK, STAMPED DIMMIT 1972, SET IN THE TOP
 AO0715'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2 INCHES
 AO0715'ABOVE THE GROUND.  IT IS 77.0 FEET SOUTH OF THE CENTER OF FARM ROAD
 AO0715'133, 1.2 FEET WEST OF A WITNESS POST AND 0.5 FOOT NORTH OF A
 AO0715'FENCE.
 AO0715'
 AO0715'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0599 ***********************************************************************
 EO0599  DESIGNATION -  DIMMITT
 EO0599  PID         -  EO0599
 EO0599  STATE/COUNTY-  TX/CASTRO
 EO0599  USGS QUAD   -  DIMMITT (1980)
 EO0599
 EO0599                         *CURRENT SURVEY CONTROL
 EO0599  ___________________________________________________________________
 EO0599* NAD 83(1993)-  34 32 27.22785(N)    102 18 06.69581(W)     ADJUSTED  
 EO0599* NAVD 88     -      1182.9    (meters)    3881.     (feet)  VERTCON   
 EO0599  ___________________________________________________________________
 EO0599  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 EO0599  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 EO0599
 EO0599  HORZ ORDER  -  SECOND
 EO0599
 EO0599.The horizontal coordinates were established by classical geodetic methods
 EO0599.and adjusted by the National Geodetic Survey in February 1996..
 EO0599
 EO0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0599
 EO0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0599
 EO0599.The geoid height was determined by GEOID03.
 EO0599
 EO0599;                    North         East     Units Scale Factor Converg.
 EO0599;SPC TX N     - 1,060,305.493   126,391.993   MT  1.00002707   -0 27 52.9
 EO0599;SPC TX N     - 3,478,685.60    414,671.06   sFT  1.00002707   -0 27 52.9
 EO0599;UTM  13      - 3,825,439.288   747,609.930   MT  1.00035577   +1 31 50.2
 EO0599
 EO0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0599!SPC TX N     -   0.99981835  x   1.00002707  =   0.99984541
 EO0599!UTM  13      -   0.99981835  x   1.00035577  =   1.00017405
 EO0599
 EO0599|---------------------------------------------------------------------|
 EO0599| PID    Reference Object                     Distance      Geod. Az  |
 EO0599|                                                           dddmmss.s |
 EO0599| CJ6215 DIMMITT RM 1                         39.554 METERS 08053     |
 EO0599| CJ6216 DIMMITT RM 2                         33.967 METERS 16217     |
 EO0599| CJ6214 DIMMITT AZ MK                                      1814843.7 |
 EO0599| CJ6217 DIMMITT RM 3                         17.313 METERS 27557     |
 EO0599| EO0600 DIMMITT MUNICIPAL TANK              APPROX. 1.3 KM 3235537.8 |
 EO0599| EO0601 DIMMITT AZ MK 2                     APPROX. 0.8 KM 3592436.3 |
 EO0599|---------------------------------------------------------------------|
 EO0599
 EO0599                          SUPERSEDED SURVEY CONTROL
 EO0599
 EO0599  NAD 83(1986)-  34 32 27.23508(N)    102 18 06.68826(W) AD(       ) 2
 EO0599  NAD 27      -  34 32 26.98400(N)    102 18 05.00100(W) AD(       ) 2
 EO0599  NGVD 29 (07/19/86) 1182.4    (m)         3879.     (f) VERT ANG       
 EO0599
 EO0599.Superseded values are not recommended for survey control.
 EO0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0599.See file dsdata.txt to determine how the superseded data were derived.
 EO0599
 EO0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU4761025439(NAD 83)
 EO0599_MARKER: DS = TRIANGULATION STATION DISK
 EO0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0599_PROJECTION: FLUSH
 EO0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0599
 EO0599  HISTORY     - Date     Condition        Report By
 EO0599  HISTORY     - 1935     MONUMENTED       CGS
 EO0599  HISTORY     - 1938     GOOD             TXHD
 EO0599  HISTORY     - 1959     GOOD             CGS
 EO0599  HISTORY     - 1961     GOOD             CGS
 EO0599  HISTORY     - 1968     GOOD             CGS
 EO0599  HISTORY     - 19990520 GOOD             TXDOT
 EO0599
 EO0599                          STATION DESCRIPTION
 EO0599
 EO0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0599'STATION IS ABOUT 1 MILE SE OF DIMMITT AND IS IN SECTION 15,
 EO0599'BLOCK M 10 A, IN THE NW CORNER OF THE FARMYARD ON PROPERTY
 EO0599'OWNED BY MR. SOLON CLEMMONS.  IT IS 66.7 FEET ENE OF THE E RAIL
 EO0599'OF THE RAILROAD, 19 FEET E OF THE RIGHT-OF-WAY FENCE, 24-1/2
 EO0599'FEET S OF THE FENCE ON THE S SIDE OF THE ROAD, AND 68 FEET S OF
 EO0599'THE CENTER OF THE E-W ROAD.  THE MARK PROJECTS 8 INCHES.
 EO0599'
 EO0599'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0599'BRONZE DISKS SET IN CONCRETE.
 EO0599'
 EO0599'REFERENCE MARK NO. 1 IS E OF THE STATION AND IS 46 FEET S OF
 EO0599'THE CENTER OF THE ROAD.  MARK PROJECTS 6 INCHES.
 EO0599'
 EO0599'REFERENCE MARK NO. 2 IS SSE OF THE STATION AND IS 47 FEET E OF
 EO0599'THE E RAIL OF RAILROAD.  MARK PROJECTS 6 INCHES.
 EO0599'
 EO0599'THE AZIMUTH MARK IS ABOUT 0.75 MILE S OF THE STATION, 52-1/2
 EO0599'FEET E OF THE CENTER OF ROAD, 2 FEET E OF THE FENCE ON THE E
 EO0599'SIDE OF ROAD.  MARK PROJECTS 5 INCHES.
 EO0599'
 EO0599'THE STATION IS REACHED FROM THE COURTHOUSE IN DIMMITT BY
 EO0599'GOING E 0.5 MILE, TURN S 0.7 MILE TO THE STATION ON THE E SIDE
 EO0599'OF THE ROAD.
 EO0599'
 EO0599'A 50-FOOT TOWER WAS ERECTED.
 EO0599
 EO0599                          STATION RECOVERY (1938)
 EO0599
 EO0599'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0599'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 EO0599'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 EO0599
 EO0599                          STATION RECOVERY (1959)
 EO0599
 EO0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HDW)
 EO0599'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 EO0599'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 EO0599
 EO0599                          STATION RECOVERY (1961)
 EO0599
 EO0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 EO0599'THE STATION MARK, REFERENCE MARKS NOS. 1, 2, AND THE AZIMUTH
 EO0599'MARK WERE RECOVERED IN GOOD CONDITION.
 EO0599'
 EO0599'THE ORIGINAL DESCRIPTION AND TO REACH THE STATION IS ADEQUATE
 EO0599'FOR RECOVERY.
 EO0599'
 EO0599'A STANDARD METAL WITNESS POST WAS SET AT THE AZIMUTH MARK.
 EO0599
 EO0599                          STATION RECOVERY (1968)
 EO0599
 EO0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 EO0599'THE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND TO BE IN
 EO0599'GOOD CONDITION.  REFERENCE MARK NO. 1 AND AZIMUTH MARK HAVE
 EO0599'BEEN HIT BY FARM MACHINERY.  THE DISKS IN BOTH MARKS ARE SOLID
 EO0599'AND THE CONCRETE POSTS APPEAR TO BE IN THEIR ORIGINAL POSITION.
 EO0599'
 EO0599'AT THE REQUEST OF THE CASTRO COUNTY ENGINEER A POLARIS OBSERVATION
 EO0599'WAS MADE TO DETERMINE THE AZIMUTH FOR THE AZIMUTH MARK.
 EO0599'
 EO0599'NO DISTANCE OR DIRECTION WAS TAKEN TO REFERENCE MARK NO. 1 AS
 EO0599'FARM MACHINERY OBSTRUCTED THE LINE OF SITE.
 EO0599'
 EO0599'DESCRIPTION OF STATION AND ROUTE TO REACH STATION AS DESCRIBED
 EO0599'IN THE ORIGINAL DESCRIPTION ARE ADEQUATE FOR RECOVERY.
 EO0599'
 EO0599'HEIGHT OF LIGHT ABOVE STATION MARK 12 FEET.
 EO0599'
 EO0599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 EO0599'SOUTHEAST OF DIMMIT.
 EO0599
 EO0599                          STATION RECOVERY (1999)
 EO0599
 EO0599'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 EO0599'STATION RECOVERED IN GOOD CONDITION IN THE SOUTHEAST QUADRANT OF
 EO0599'CASTRO COUNTY ROADS 54 -N-S- AND G15 -E-W-, RM NO 1 -ASSUMPTION-
 EO0599'DESTROYED, LYING ON ITS SIDE, DISK MISSING- RM NO 2 DESTROYED, LYING
 EO0599'ON ITS SIDE.  AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0600 ***********************************************************************
 EO0600  DESIGNATION -  DIMMITT MUNICIPAL TANK
 EO0600  PID         -  EO0600
 EO0600  STATE/COUNTY-  TX/CASTRO
 EO0600  USGS QUAD   -  DIMMITT (1980)
 EO0600
 EO0600                         *CURRENT SURVEY CONTROL
 EO0600  ___________________________________________________________________
 EO0600* NAD 83(1993)-  34 33 00.22084(N)    102 18 35.74551(W)     ADJUSTED  
 EO0600* NAVD 88     -      1180.     (meters)    3871.     (feet)  SCALED    
 EO0600  ___________________________________________________________________
 EO0600  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 EO0600  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 EO0600
 EO0600  HORZ ORDER  -  THIRD
 EO0600
 EO0600.The horizontal coordinates were established by classical geodetic methods
 EO0600.and adjusted by the National Geodetic Survey in July 1998..
 EO0600
 EO0600.The orthometric height was scaled from a topographic map.
 EO0600
 EO0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0600
 EO0600.The geoid height was determined by GEOID03.
 EO0600
 EO0600;                    North         East     Units Scale Factor Converg.
 EO0600;SPC TX N     - 1,061,328.187   125,659.598   MT  1.00002466   -0 28 09.8
 EO0600;SPC TX N     - 3,482,040.89    412,268.20   sFT  1.00002466   -0 28 09.8
 EO0600;UTM  13      - 3,826,436.185   746,842.116   MT  1.00035109   +1 31 35.0
 EO0600
 EO0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0600!SPC TX N     -   0.99981872  x   1.00002466  =   0.99984338
 EO0600!UTM  13      -   0.99981872  x   1.00035109  =   1.00016975
 EO0600
 EO0600                          SUPERSEDED SURVEY CONTROL
 EO0600
 EO0600  NAD 83(1993)-  34 33 00.22084(N)    102 18 35.74551(W) AD(       ) 4
 EO0600  NAD 83(1986)-  34 33 00.22832(N)    102 18 35.73723(W) AD(       ) 4
 EO0600  NAD 27      -  34 32 59.98000(N)    102 18 34.05000(W) AD(       ) 3
 EO0600
 EO0600.Superseded values are not recommended for survey control.
 EO0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0600.See file dsdata.txt to determine how the superseded data were derived.
 EO0600
 EO0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU4684226436(NAD 83)
 EO0600_MARKER: 52 = STANDPIPE TANK
 EO0600
 EO0600  HISTORY     - Date     Condition        Report By
 EO0600  HISTORY     - 1935     FIRST OBSERVED   CGS
 EO0600
 EO0600                          STATION DESCRIPTION
 EO0600
 EO0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0600'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34102-1, STATION 1011.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1994 ***********************************************************************
 AY1994  DESIGNATION -  DINA
 AY1994  PID         -  AY1994
 AY1994  STATE/COUNTY-  TX/MEDINA
 AY1994  USGS QUAD   -  TIMBER CREEK (1964)
 AY1994
 AY1994                         *CURRENT SURVEY CONTROL
 AY1994  ___________________________________________________________________
 AY1994* NAD 83(1993)-  29 37 02.56067(N)    099 00 14.49591(W)     ADJUSTED  
 AY1994* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 AY1994  ___________________________________________________________________
 AY1994  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AY1994  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AY1994
 AY1994  HORZ ORDER  -  THIRD
 AY1994
 AY1994.The horizontal coordinates were established by classical geodetic methods
 AY1994.and adjusted by the National Geodetic Survey in February 1996..
 AY1994
 AY1994.The orthometric height was scaled from a topographic map.
 AY1994
 AY1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1994
 AY1994.The geoid height was determined by GEOID03.
 AY1994
 AY1994;                    North         East     Units Scale Factor Converg.
 AY1994;SPC TXSC     - 4,197,719.950   599,610.051   MT  0.99987535   -0 00 07.1
 AY1994;SPC TXSC     -13,772,019.54  1,967,220.64   sFT  0.99987535   -0 00 07.1
 AY1994;UTM  14      - 3,276,388.968   499,610.159   MT  0.99960000   -0 00 07.2
 AY1994
 AY1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1994!SPC TXSC     -   0.99994514  x   0.99987535  =   0.99982049
 AY1994!UTM  14      -   0.99994514  x   0.99960000  =   0.99954516
 AY1994
 AY1994:                Primary Azimuth Mark                     Grid Az
 AY1994:SPC TXSC     -  DINA AZ MK                               009 35 29.7
 AY1994:UTM  14      -  DINA AZ MK                               009 35 29.8
 AY1994
 AY1994|---------------------------------------------------------------------|
 AY1994| PID    Reference Object                     Distance      Geod. Az  |
 AY1994|                                                           dddmmss.s |
 AY1994| CV3853 DINA AZ MK                                         0093522.6 |
 AY1994| CV3854 DINA RM 1                             7.295 METERS 03215     |
 AY1994| CV3855 DINA RM 2                             6.953 METERS 11108     |
 AY1994|---------------------------------------------------------------------|
 AY1994
 AY1994                          SUPERSEDED SURVEY CONTROL
 AY1994
 AY1994  NAD 83(1986)-  29 37 02.56470(N)    099 00 14.48058(W) AD(       ) 3
 AY1994  NAD 27      -  29 37 01.75010(N)    099 00 13.36050(W) AD(       ) 3
 AY1994
 AY1994.Superseded values are not recommended for survey control.
 AY1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1994.See file dsdata.txt to determine how the superseded data were derived.
 AY1994
 AY1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT9961076389(NAD 83)
 AY1994_MARKER: DS = TRIANGULATION STATION DISK
 AY1994_SETTING: 66 = SET IN ROCK OUTCROP
 AY1994
 AY1994  HISTORY     - Date     Condition        Report By
 AY1994  HISTORY     - 1956     MONUMENTED       CGS
 AY1994  HISTORY     - 1964     GOOD             USGS
 AY1994
 AY1994                          STATION DESCRIPTION
 AY1994
 AY1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1994'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF BANDERA,
 AY1994'3/4 MILE SOUTHWEST OF THE NEAREST POINT OF MEDINA LAKE, 0.4
 AY1994'MILE SOUTH OF THE BANDERA-MEDINA COUNTY LINE, 59 FEET WEST
 AY1994'OF THE CENTER OF A TRACK ROAD AND 7 FEET NORTHEAST OF A
 AY1994'4 IN X 4 IN WHITE WITNESS POST.
 AY1994'
 AY1994'TO REACH THE STATION FROM THE POST OFFICE IN BANDERA, GO
 AY1994'SOUTHEASTERLY ON FARM ROAD 689 FOR 1.15 MILES TO A FORK, TAKE
 AY1994'THE LEFT ROAD AND FOLLOW THE MAIN TRAVELED ROAD 7.2 MILES
 AY1994'TO A FORK, TAKE THE RIGHT ROAD AND GO 0.75 MILE TO A BOARD
 AY1994'GATE, PASS THROUGH THE GATE AND CONTINUE FOR 0.2 MILE (TO REACH
 AY1994'THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT FOR 0.05 MILE
 AY1994'TO A SMALL BUILDING AND THE MARK AS DESCRIBED), CONTINUE
 AY1994'SOUTHERLY FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 AY1994'RIGHT ON THE SIDE ROAD AND GO 0.05 MILE TO THE STATION ON THE
 AY1994'RIGHT.
 AY1994'
 AY1994'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1994'STAMPED DINA 1956.
 AY1994'
 AY1994'REFERENCE MARK 1 IS 54 FEET WEST OF THE CENTER OF THE TRACK
 AY1994'ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1994'STAMPED DINA NO 1 1956.
 AY1994'
 AY1994'REFERENCE MARK 2 IS 37 FEET WEST OF THE CENTER OF THE TRACK
 AY1994'ROAD.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1994'STAMPED DINA NO 2 1956.
 AY1994'
 AY1994'THE AZIMUTH MARK IS 64 FEET NORTHWEST OF THE NORTHWEST CORNER
 AY1994'OF A SMALL BUILDING AND 2 FEET SOUTHWEST OF A 4 IN X 4 IN
 AY1994'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND
 AY1994'THE DISK IS STAMPED DINA 1956.
 AY1994
 AY1994                          STATION RECOVERY (1964)
 AY1994
 AY1994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1994'STATION MARK WAS FOUND IN GOOD CONDITION, BUT BOTH REFERENCE
 AY1994'MARKS APPEAR TO HAVE BEEN DESTROYED BY BULLDOZER WORK IN THE
 AY1994'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2205 ***********************************************************************
 BL2205  DESIGNATION -  DINE
 BL2205  PID         -  BL2205
 BL2205  STATE/COUNTY-  TX/HARRIS
 BL2205  USGS QUAD   -  SPRING (1982)
 BL2205
 BL2205                         *CURRENT SURVEY CONTROL
 BL2205  ___________________________________________________________________
 BL2205* NAD 83(1993)-  30 03 18.41984(N)    095 23 29.50665(W)     ADJUSTED  
 BL2205* NAVD 88     -        33.6    (meters)     110.     (feet)  VERTCON   
 BL2205  ___________________________________________________________________
 BL2205  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BL2205  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL2205
 BL2205  HORZ ORDER  -  FIRST
 BL2205
 BL2205.The horizontal coordinates were established by classical geodetic methods
 BL2205.and adjusted by the National Geodetic Survey in February 1996..
 BL2205
 BL2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2205
 BL2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2205
 BL2205.The geoid height was determined by GEOID03.
 BL2205
 BL2205;                    North         East     Units Scale Factor Converg.
 BL2205;SPC TXSC     - 4,251,606.045   947,899.952   MT  0.99994204   +1 46 04.2
 BL2205;SPC TXSC     -13,948,810.83  3,109,901.76   sFT  0.99994204   +1 46 04.2
 BL2205;UTM  15      - 3,327,303.572   269,436.462   MT  1.00025591   -1 11 53.8
 BL2205
 BL2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2205!SPC TXSC     -   0.99999907  x   0.99994204  =   0.99994111
 BL2205!UTM  15      -   0.99999907  x   1.00025591  =   1.00025498
 BL2205
 BL2205|---------------------------------------------------------------------|
 BL2205| PID    Reference Object                     Distance      Geod. Az  |
 BL2205|                                                           dddmmss.s |
 BL2205| CV7512 DINE RM 1                            25.055 METERS 01154     |
 BL2205| CV7513 DINE RM 2                            26.195 METERS 08107     |
 BL2205| CV7511 DINE AZ MK                                         1451944.8 |
 BL2205|---------------------------------------------------------------------|
 BL2205
 BL2205                          SUPERSEDED SURVEY CONTROL
 BL2205
 BL2205  NAD 83(1986)-  30 03 18.43474(N)    095 23 29.48853(W) AD(       ) 1
 BL2205  NAD 27      -  30 03 17.64592(N)    095 23 28.71780(W) AD(       ) 1
 BL2205  NGVD 29 (07/19/86)   33.6    (m)          110.     (f) VERT ANG       
 BL2205
 BL2205.Superseded values are not recommended for survey control.
 BL2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2205.See file dsdata.txt to determine how the superseded data were derived.
 BL2205
 BL2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6943627304(NAD 83)
 BL2205_MARKER: DS = TRIANGULATION STATION DISK
 BL2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2205
 BL2205  HISTORY     - Date     Condition        Report By
 BL2205  HISTORY     - 1968     MONUMENTED       CGS
 BL2205  HISTORY     - 1973     GOOD             NGS
 BL2205  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL2205
 BL2205                          STATION DESCRIPTION
 BL2205
 BL2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL2205'NO MEASUREMENT WAS MADE BETWEEN R.M.S.  HEDGE ON LINE.
 BL2205'
 BL2205'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF WESTFIELD,
 BL2205'2-1/2 MILES EAST OF INTERSTATE HIGHWAY 45, 2 MILES SOUTHEAST OF
 BL2205'SPRING AND IN THE EAST ANGLE OF THE T-ROAD INTERSECTION.
 BL2205'
 BL2205'TO REACH THE STATION FROM THE POST OFFICE IN WESTFIELD, GO EAST ON
 BL2205'FARM ROAD 1960 FOR 0.15 MILE TO I 45 OVERCROSSING.  CONTINUE EAST ON
 BL2205'FARM ROAD 1960 FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 BL2205'NORTH ON ALDINE-WESTFIELD ROAD FOR 0.45 MILE TO A PAVED SIDE ROAD
 BL2205'RIGHT.  CONTINUE IN A NORTHERLY DIRECTION ON ALDINE-WESTFIELD ROAD
 BL2205'FOR 1.75 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE IN A
 BL2205'NORTHERLY DIRECTION ON ALDINE-WESTFIELD ROAD FOR 0.5 MILE TO A
 BL2205'DIRT SIDE ROAD RIGHT AT A CURVE IN THE MAIN ROAD AND THE STATION
 BL2205'IN THE EAST ANGLE.
 BL2205'
 BL2205'THE STATION MARK IS A STANDARD DISK STAMPED DINE 1967, SET IN THE
 BL2205'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 BL2205'THE GROUND SURFACE.  IT IS 79 FEET NORTHEAST OF THE INTERSECTION OF
 BL2205'ALDINE-WESTFIELD ROAD AND THE DIRT SIDE ROAD, 73.5 FEET SOUTH OF A
 BL2205'POWER LINE POLE, 73.1 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 BL2205'CATTLE GUARD ACROSS THE DIRT ROAD AND 63.6 FEET SOUTHWEST OF A
 BL2205'T-FENCE CORNER POST.
 BL2205'
 BL2205'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DINE NO 1 1967, SET IN
 BL2205'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 5
 BL2205'INCHES ABOVE THE GROUND.  IT IS 22.1 FEET WEST-NORTHWEST OF THE
 BL2205'CENTER OF THE CATTLE GUARD, 19.5 FEET EAST-NORTHEAST OF THE POWER
 BL2205'LINE POLE AND 5.3 FEET SOUTHEAST OF A FENCE CORNER POST.
 BL2205'
 BL2205'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DINE NO 2 1967, SET IN
 BL2205'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 4
 BL2205'INCHES ABOVE THE GROUND.  IT IS 82 FEET NORTHEAST OF THE CENTER OF
 BL2205'ALDINE-WESTFIELD ROAD, 45 FEET EAST-SOUTHEAST OF THE T-FENCE
 BL2205'CORNER POST AND 0.8 FOOT SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE
 BL2205'LINE.
 BL2205'
 BL2205'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DINE 1967, SET IN THE
 BL2205'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES
 BL2205'ABOVE THE GROUND.  IT IS 38.2 FEET NORTHEAST OF THE CENTER OF
 BL2205'ALDINE-WESTFIELD ROAD, 19.7 FEET SOUTH OF A T-FENCE CORNER POST
 BL2205'AND 1.7 FEET SOUTHWEST OF THE NORTHWEST-SOUTHEAST FENCE LINE.
 BL2205'(RIGHT-OF-WAY FENCE ALONG ALDINE-WESTFIELD ROAD.)
 BL2205
 BL2205                          STATION RECOVERY (1973)
 BL2205
 BL2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 BL2205'STATION DINE 1968, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION
 BL2205'AS DESCRIBED, IN 1968 BY W.V.MAST.
 BL2205'
 BL2205'NEW MEASUREMENTS FOR DINE 1968 AZIMUTH MARK.  THE AZIMUTH MARK IS
 BL2205'81.6 FEET NORTH OF A T-FENCE LINE, 68.0 FEET SOUTH OF THE CENTERLINE
 BL2205'OF AN ASPALT DRIVEWAY, AND 5.0 FEET WEST OF A TWIN PINE.
 BL2205'
 BL2205'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOYTHEAST
 BL2205'OF SPRING.
 BL2205
 BL2205                          STATION RECOVERY (1995)
 BL2205
 BL2205'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0881 ***********************************************************************
 EN0881  DESIGNATION -  DINES
 EN0881  PID         -  EN0881
 EN0881  STATE/COUNTY-  TX/SWISHER
 EN0881  USGS QUAD   -  EDMONSON NE (1965)
 EN0881
 EN0881                         *CURRENT SURVEY CONTROL
 EN0881  ___________________________________________________________________
 EN0881* NAD 83(1993)-  34 23 53.78435(N)    101 46 35.23618(W)     ADJUSTED  
 EN0881* NAVD 88     -      1067.     (meters)    3501.     (feet)  SCALED    
 EN0881  ___________________________________________________________________
 EN0881  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 EN0881  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 EN0881
 EN0881  HORZ ORDER  -  SECOND
 EN0881
 EN0881.The horizontal coordinates were established by classical geodetic methods
 EN0881.and adjusted by the National Geodetic Survey in February 1996..
 EN0881
 EN0881.The orthometric height was scaled from a topographic map.
 EN0881
 EN0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0881
 EN0881.The geoid height was determined by GEOID03.
 EN0881
 EN0881;                    North         East     Units Scale Factor Converg.
 EN0881;SPC TX N     - 1,044,220.469   174,577.932   MT  1.00006785   -0 09 36.8
 EN0881;SPC TX N     - 3,425,913.32    572,761.10   sFT  1.00006785   -0 09 36.8
 EN0881;SPC TXNC     - 2,307,637.606   298,729.403   MT  1.00014900   -1 47 13.1
 EN0881;SPC TXNC     - 7,570,974.38    980,081.38   sFT  1.00014900   -1 47 13.1
 EN0881;UTM  14      - 3,809,812.458   244,766.845   MT  1.00040306   -1 34 09.8
 EN0881
 EN0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0881!SPC TX N     -   0.99983658  x   1.00006785  =   0.99990442
 EN0881!SPC TXNC     -   0.99983658  x   1.00014900  =   0.99998556
 EN0881!UTM  14      -   0.99983658  x   1.00040306  =   1.00023958
 EN0881
 EN0881:                Primary Azimuth Mark                     Grid Az
 EN0881:SPC TX N     -  DINES AZ MK                              090 26 46.7
 EN0881:SPC TXNC     -  DINES AZ MK                              092 04 23.0
 EN0881:UTM  14      -  DINES AZ MK                              091 51 19.7
 EN0881
 EN0881|---------------------------------------------------------------------|
 EN0881| PID    Reference Object                     Distance      Geod. Az  |
 EN0881|                                                           dddmmss.s |
 EN0881| CJ6218 DINES AZ MK                                        0901709.9 |
 EN0881| CJ6219 DINES RM 1                           18.898 METERS 12235     |
 EN0881| EN0846 KRESS FARMERS ELEVATOR              APPROX. 4.3 KM 1415039.4 |
 EN0881| EN0847 KRESS MUNICIPAL TANK                APPROX. 4.4 KM 1453738.6 |
 EN0881| CJ6220 DINES RM 2                           17.828 METERS 35402     |
 EN0881|---------------------------------------------------------------------|
 EN0881
 EN0881                          SUPERSEDED SURVEY CONTROL
 EN0881
 EN0881  NAD 83(1986)-  34 23 53.79072(N)    101 46 35.23052(W) AD(       ) 2
 EN0881  NAD 27      -  34 23 53.55928(N)    101 46 33.57756(W) AD(       ) 2
 EN0881
 EN0881.Superseded values are not recommended for survey control.
 EN0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0881.See file dsdata.txt to determine how the superseded data were derived.
 EN0881
 EN0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4476709812(NAD 83)
 EN0881_MARKER: DS = TRIANGULATION STATION DISK
 EN0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0881
 EN0881  HISTORY     - Date     Condition        Report By
 EN0881  HISTORY     - 1964     MONUMENTED       CGS
 EN0881
 EN0881                          STATION DESCRIPTION
 EN0881
 EN0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0881'THE STATION IS ABOUT 10 MILES SOUTH OF TULIA, 2-1/2 MILES
 EN0881'NORTH-NORTHWEST OF KRESS, AT THE SOUTHWEST CORNER OF A CULTIVATED
 EN0881'FIELD OWNED BY J. W. DINES.
 EN0881'
 EN0881'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 87 AND FARM
 EN0881'ROAD 146 IN KRESS, GO NORTH ON HIGHWAY 87 FOR 2.2 MILES TO A SIDE
 EN0881'ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A GRADED ROAD FOR 0.5
 EN0881'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE GRADED
 EN0881'ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 EN0881'
 EN0881'THE STATION MARK IS A STANDARD DISK, STAMPED DINES 1964, SET IN THE
 EN0881'TOP OF A 16 INCH SQUARE CONCRETE POST 18 INCHES BELOW THE GROUND
 EN0881'SURFACE.  IT IS 26.9 FEET WEST OF A NORTH-SOUTH GRADED ROAD, 5.4
 EN0881'FEET EAST OF A NORTH-SOUTH FENCE, 67.8 FEET NORTHEAST OF A POWERLINE
 EN0881'POLE, 55.7 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST GRADED ROAD,
 EN0881'64.4 FEET WEST-NORTHWEST OF A WITNESS POST AND 7.5 FEET NORTHEAST
 EN0881'OF A NORTHWEST GATE POST.
 EN0881'
 EN0881'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DINES NO 1 1964, SET IN
 EN0881'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 EN0881'IS 19.9 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 1.0 FEET
 EN0881'NORTH OF A FENCE, 2.5 FEET WEST OF THE WITNESS POST, 30.6 FEET
 EN0881'EAST OF A SOUTHEAST GATEPOST AND AT ABOUT THE SAME ELEVATION AS THE
 EN0881'STATION.
 EN0881'
 EN0881'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DINES NO 2 1964, SET IN
 EN0881'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 EN0881'IS 22.7 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 1 FOOT
 EN0881'WEST OF A FENCE, 63.1 FEET NORTH OF THE NORTHWEST GATEPOST AND AT
 EN0881'ABOUT THE SAME ELEVATION AS THE STATION.
 EN0881'
 EN0881'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DINES 1964, SET IN THE
 EN0881'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 2
 EN0881'FEET NORTH OF A TELEPHONE LINE POLE, 4.3 FEET NORTH OF A FENCE POST
 EN0881'AT THE SOUTH END OF A FENCE, 10.7 FEET EAST OF THE CENTERLINE OF A
 EN0881'SIDE ROAD, 25.5 FEET NORTH OF THE CENTERLINE OF MAIN ROAD, 2.3 FEET
 EN0881'SOUTH OF A WITNESS POST, 1 FOOT WEST OF THE FENCE AND 66.6 FEET
 EN0881'NORTH-NORTHEAST OF THE CENTER OF THE TOP OF AN IRRIGATION
 EN0881'PUMP.
 EN0881'
 EN0881'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1889 ***********************************************************************
 AW1889  DESIGNATION -  DINNER 2
 AW1889  PID         -  AW1889
 AW1889  STATE/COUNTY-  TX/HARRIS
 AW1889  USGS QUAD   -  CYPRESS (1995)
 AW1889
 AW1889                         *CURRENT SURVEY CONTROL
 AW1889  ___________________________________________________________________
 AW1889* NAD 83(1993)-  29 52 47.41320(N)    095 43 48.47639(W)     ADJUSTED  
 AW1889* NAVD 88     -        42.695  (meters)     140.08   (feet)  ADJUSTED  
 AW1889  ___________________________________________________________________
 AW1889  X           -    -552,623.039 (meters)                     COMP
 AW1889  Y           -  -5,507,260.887 (meters)                     COMP
 AW1889  Z           -   3,158,838.626 (meters)                     COMP
 AW1889  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW1889  ELLIP HEIGHT-          15.12  (meters)          (02/16/96) GPS OBS
 AW1889  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW1889  DYNAMIC HT  -          42.636 (meters)     139.88  (feet)  COMP
 AW1889  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 AW1889
 AW1889  HORZ ORDER  -  FIRST
 AW1889  VERT ORDER  -  FIRST     CLASS II
 AW1889  ELLP ORDER  -  FIFTH     CLASS I
 AW1889
 AW1889.The horizontal coordinates were established by classical geodetic methods
 AW1889.and adjusted by the National Geodetic Survey in February 1996..
 AW1889
 AW1889.The orthometric height was determined by differential leveling
 AW1889.and adjusted by the National Geodetic Survey in June 1991..
 AW1889
 AW1889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1889
 AW1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1889
 AW1889.The ellipsoidal height was determined by GPS observations
 AW1889.and is referenced to NAD 83.
 AW1889
 AW1889.The geoid height was determined by GEOID03.
 AW1889
 AW1889.The dynamic height is computed by dividing the NAVD 88
 AW1889.geopotential number by the normal gravity value computed on the
 AW1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1889.degrees latitude (g = 980.6199 gals.).
 AW1889
 AW1889.The modeled gravity was interpolated from observed gravity values.
 AW1889
 AW1889;                    North         East     Units Scale Factor Converg.
 AW1889;SPC TXSC     - 4,231,225.016   915,806.665   MT  0.99990833   +1 36 07.0
 AW1889;SPC TXSC     -13,881,944.07  3,004,609.03   sFT  0.99990833   +1 36 07.0
 AW1889;UTM  15      - 3,308,601.623   236,317.787   MT  1.00045793   -1 21 39.2
 AW1889
 AW1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1889!SPC TXSC     -   0.99999763  x   0.99990833  =   0.99990596
 AW1889!UTM  15      -   0.99999763  x   1.00045793  =   1.00045555
 AW1889
 AW1889:                Primary Azimuth Mark                     Grid Az
 AW1889:SPC TXSC     -  SATSUMA MICROWAVE TOWER                  070 05 46.2
 AW1889:UTM  15      -  SATSUMA MICROWAVE TOWER                  073 03 32.4
 AW1889
 AW1889|---------------------------------------------------------------------|
 AW1889| PID    Reference Object                     Distance      Geod. Az  |
 AW1889|                                                           dddmmss.s |
 AW1889| AW6902 SATSUMA MICROWAVE TOWER             APPROX.11.5 KM 0714153.2 |
 AW1889| AW1890 DINNER 2 RM 3                        21.075 METERS 08937     |
 AW1889| AW4544 DINNER                               46.351 METERS 13139     |
 AW1889| AW6979 KATY MUNICIPAL TANK                 APPROX.13.6 KM 2211121.1 |
 AW1889| AW1892 DINNER 2 AZ MK                                     2672625.1 |
 AW1889| AW1891 DINNER 2 RM 4                        17.841 METERS 27020     |
 AW1889|---------------------------------------------------------------------|
 AW1889
 AW1889                          SUPERSEDED SURVEY CONTROL
 AW1889
 AW1889  NAD 83(1986)-  29 52 47.42872(N)    095 43 48.45854(W) AD(       ) 1
 AW1889  NAD 27      -  29 52 46.61501(N)    095 43 47.64781(W) AD(       ) 1
 AW1889  NGVD 29 (12/23/87)   42.686  (m)          140.05   (f) ADJUSTED    1 2
 AW1889
 AW1889.Superseded values are not recommended for survey control.
 AW1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1889.See file dsdata.txt to determine how the superseded data were derived.
 AW1889
 AW1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3631808602(NAD 83)
 AW1889_MARKER: DS = TRIANGULATION STATION DISK
 AW1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1889_SP_SET: CONCRETE POST
 AW1889_STAMPING: DINNER 2 1967
 AW1889_MARK LOGO: CGS   
 AW1889_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1889+STABILITY: SURFACE MOTION
 AW1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1889+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 AW1889
 AW1889  HISTORY     - Date     Condition        Report By
 AW1889  HISTORY     - 1967     MONUMENTED       CGS
 AW1889  HISTORY     - 1968     GOOD             CGS
 AW1889  HISTORY     - 1968     GOOD             NGS
 AW1889  HISTORY     - 1978     GOOD             NGS
 AW1889  HISTORY     - 1986     GOOD             NGS
 AW1889  HISTORY     - 1987     GOOD             NGS
 AW1889  HISTORY     - 1987     GOOD             USPSQD
 AW1889  HISTORY     - 1987     GOOD             USPSQD
 AW1889  HISTORY     - 19940625 GOOD             USPSQD
 AW1889  HISTORY     - 20030729 GOOD             LJA
 AW1889  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1889
 AW1889                          STATION DESCRIPTION
 AW1889
 AW1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AW1889'THE STATION IS ABOUT 8.5 MILES NORTHEAST OF KATY, 8.5 MILES
 AW1889'SOUTHEAST OF HOCKLEY, ALONG THE NORTH RIGHT-OF-WAY OF F.M. HIGHWAY
 AW1889'529.
 AW1889'
 AW1889'TO REACH STATION FROM THE POST OFFICE IN KATY, GO WEST 0.2 MILE TO
 AW1889'D-AVENUE, TURN RIGHT, NORTH, GO 1.9 MILES ON D-AVENUE, THENCE
 AW1889'CONTINUE NORTH ON THE KATY-HOCKLEY ROAD FOR 4.1 MILES TO F.M.
 AW1889'HIGHWAY 529 (THE OLD FREEMAN ROAD).  TURN RIGHT, EAST, GO 5.75
 AW1889'MILES ALONG F.M. HIGHWAY 529 TO AZIMUTH MARK ON THE RIGHT.
 AW1889'CONTINUE EAST ON THE HIGHWAY FOR 0.6 MILE TO STATION ON THE LEFT.
 AW1889'
 AW1889'STATION MARKS ARE STANDARD DISKS, STAMPED DINNER 2 1967.  THE
 AW1889'SURFACE DISK IS SET IN A 12 INCH X 12 INCH CONCRETE POST WHICH
 AW1889'PROJECTS 4 INCHES ABOVE THE SURFACE OF GROUND.  IT IS 60 FEET
 AW1889'NORTH OF THE CENTER LINE OF HIGHWAY, 192 FEET SOUTHWEST OF THE
 AW1889'SOUTHWEST CORNER OF THE CENTER HOUSE OF THREE, 239 FEET SOUTHEAST
 AW1889'OF THE SOUTHEAST CORNER OF THE WEST HOUSE OF THE THREE HOUSES, 39
 AW1889'FEET WEST OF THE CENTER OF A DRIVEWAY, AND 1 FOOT NORTH OF A METAL
 AW1889'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 AW1889'CONCRETE 36 INCHES BELOW THE SURFACE OF GROUND.
 AW1889'
 AW1889'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED DINNER 2 NO 3 1967 IS
 AW1889'SET IN A 12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS 3 INCHES
 AW1889'ABOVE THE SURFACE OF GROUND.  IT IS 60 FEET NORTH OF THE CENTER
 AW1889'LINE OF HIGHWAY, 165 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 AW1889'CENTER HOUSE, AND 31 FEET EAST OF THE CENTER OF DRIVEWAY.
 AW1889'
 AW1889'REFERENCE MARK NO. 4,, A STANDARD DISK, STAMPED DINNER 2 NO 4 1967
 AW1889'IS SET IN A 12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS 4 INCHES
 AW1889'ABOVE THE SURFACE OF GROUND.  IT IS 60 FEET NORTH OF THE CENTER
 AW1889'LINE OF HIGHWAY, AND 98 FEET WEST OF THE CENTER OF DRIVEWAY.
 AW1889'
 AW1889'AZIMUTH MARK, A STANDARD DISK, STAMPED DINNER 2 1967, IS SET IN A
 AW1889'12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 AW1889'SURFACE OF GROUND.  IT IS 60 FEET SOUTH OF THE CENTER LINE OF
 AW1889'HIGHWAY, 126 FEET EAST OF THE CENTER OF A GATE, 1 FOOT NORTH OF
 AW1889'THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT EAST OF A METAL WITNESS
 AW1889'POST.
 AW1889'
 AW1889'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 AW1889
 AW1889                          STATION RECOVERY (1968)
 AW1889
 AW1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW1889'THE STATION MARK, REFERENCE MARK 3, REFERENCE MARK 4 AND THE AZIMUTH
 AW1889'MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO REFERENCE
 AW1889'MARK 3 CHECKED AND A DIFFERENCE OF .05 OF A FOOT LONGER WAS FOUND
 AW1889'IN THE DISTANCE.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 4
 AW1889'CHECKED.  THE DIRECTION TO THE AZIMUTH MARK CHECKED.  FOLLOWING
 AW1889'IS A NEW DESCRIPTION.
 AW1889'
 AW1889'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF KATY, 8-1/4
 AW1889'MILES NORTHWEST OF ADDICKS, 7 MILES SOUTH-SOUTHWEST OF CYPRESS AND
 AW1889'ON PROPERTY OF MR. H. L. HEGAR.
 AW1889'
 AW1889'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 1960 AND 529
 AW1889'WHICH IS ABOUT 6-1/2 MILES NORTH OF ADDICKS, GO WEST ON FARM ROAD
 AW1889'529 FOR 5.1 MILES TO A DRIVEWAY ON THE RIGHT AND THE STATION.
 AW1889'
 AW1889'THE STATION MARK IS A STANDARD DISK STAMPED DINNER 2 1967, SET IN
 AW1889'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 AW1889'INCHES ABOVE THE GROUND.  IT IS 239 FEET SOUTHEAST OF THE SOUTHEAST
 AW1889'CORNER OF THE WEST HOUSE OF 3 HOUSES, 192 FEET SOUTHWEST OF THE
 AW1889'SOUTHWEST CORNER OF THE CENTER HOUSE OF THE 3 HOUSES, 63 FEET
 AW1889'NORTH OF THE CENTER OF FARM ROAD 529, 34 FEET WEST OF THE CENTER
 AW1889'OF A DRIVEWAY AND 1 FOOT NORTH OF A METAL WITNESS POST.
 AW1889'
 AW1889'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DINNER 2 NO 3 1967, SET
 AW1889'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 AW1889'INCHES ABOVE THE GROUND.  IT IS 165 FEET SOUTH OF THE SOUTHWEST
 AW1889'CORNER OF THE CENTER HOUSE, 62 FEET NORTH OF THE CENTER OF FARM
 AW1889'ROAD 529, 35 FEET EAST OF THE CENTER OF THE DRIVEWAY AND 1 FOOT
 AW1889'NORTHWEST OF A METAL WITNESS POST.
 AW1889'
 AW1889'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DINNER 2 NO 4 1967, SET
 AW1889'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 AW1889'INCHES ABOVE THE GROUND.  IT IS 63 FEET NORTH OF THE CENTER OF FARM
 AW1889'ROAD 529 AND 92 FEET WEST OF THE CENTER OF THE DRIVEWAY.
 AW1889'
 AW1889'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DINNER 2 1967, SET IN
 AW1889'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 AW1889'INCHES ABOVE THE GROUND.  IT IS 126 FEET EAST OF THE CENTER OF A
 AW1889'GATE, 60 FEET SOUTH OF THE CENTER OF FARM ROAD 529, 1 FOOT NORTH
 AW1889'OF A WIRE FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.
 AW1889'
 AW1889'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON FARM ROAD 529
 AW1889'FOR 0.6 MILE TO THE MARK ON THE LEFT.
 AW1889'
 AW1889'HEIGHT OF LIGHT ABOVE STATION MARK 73.3 FEET.
 AW1889
 AW1889                          STATION RECOVERY (1968)
 AW1889
 AW1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW1889'12.9 MI W FROM FAIRBANKS.
 AW1889'3.5 MILES NORTHWEST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW1889'FAIRBANKS, THENCE 6.8 MILES WEST ALONG FARM ROAD 529, THENCE 2.6 MILES
 AW1889'WEST ALONG FREEMAN ROAD, 60 FEET NORTH OF THE CENTER LINE OF THE
 AW1889'HIGHWAY, 192 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CENTER
 AW1889'HOUSE OF THREE HOUSES, 239 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AW1889'THE WEST HOUSE OF THREE HOUSES, 39 FEET WEST OF THE CENTER LINE OF
 AW1889'DRIVEWAY, 1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A
 AW1889'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 AW1889
 AW1889                          STATION RECOVERY (1978)
 AW1889
 AW1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1889'RECOVERED IN GOOD CONDITION.
 AW1889
 AW1889                          STATION RECOVERY (1986)
 AW1889
 AW1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1889'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--2.0 M
 AW1889'(6.6 FT) EAST OF A UTILITY POLE.  DELETE--192 FEET SOUTHWEST OF THE
 AW1889'SOUTHWEST CORNER OF THE CENTER HOUSE OF THREE HOUSES, AND 239 FEET
 AW1889'SOUTHEAST OF THE SOUTHEAST CORNER OF THE WEST HOUSE OF THREE HOUSES.
 AW1889
 AW1889                          STATION RECOVERY (1987)
 AW1889
 AW1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW1889'THE STATION WAS RECOVERED AT THIS DATE.
 AW1889'
 AW1889'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI)
 AW1889'NORTHEAST OF KATY, 12.9 KM (8.0 MI) NORTHWEST OF ADDICKS, 11.3 KM
 AW1889'(7.0 MI) SOUTH OF CYPRESS AND ON THE NORTH SIDE OF FARM ROAD 529,
 AW1889'ON HIGHWAY RIGHT-OF-WAY.
 AW1889'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN TX
 AW1889'78701, PHONE 512-465-7337.
 AW1889'
 AW1889'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND FARM
 AW1889'ROAD 529, ABOUT 12.9 KM (8.0 MI) NORTH OF ADDICKS, GO WEST ON FARM
 AW1889'ROAD 529 FOR 3.7 KM (2.3 MI) TO BARKER-CYPRESS ROAD.  CONTINUE WEST
 AW1889'ON FARM ROAD 529 FOR 3.9 KM (2.4 MI) TO FRY ROAD.  CONTINUE AHEAD
 AW1889'FOR 0.6 KM (0.4 MI) TO A FIELD ROAD ON THE RIGHT LEADING TO AN OLD
 AW1889'BARN AND THE STATION ON THE WEST SIDE OF THE FIELD ROAD.
 AW1889'
 AW1889'THE STATION IS A STANDARD NGS DISK
 AW1889'STAMPED---DINNER 2 1967---,
 AW1889'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AW1889'30 CM ON SIDE PROJECTING 2 CM ABOVE GROUND.  LOCATED
 AW1889'19.1 METERS (62.7 FT) NORTH FROM THE CENTERLINE OF FARM ROAD 529,
 AW1889'10.3 METERS (33.8 FT) WEST FROM THE CENTER OF FIELD ROAD,
 AW1889'8.7 METERS (28.5 FT) NORTHWEST FROM THE WEST END OF CULVERT UNDER
 AW1889'THE FIELD ROAD,
 AW1889'2.0 METERS (6.6 FT) EAST FROM A POWERLINE POLE AND 0.3 METER (1.0
 AW1889'FT) NORTH OF A CARSONITE WITNESS POST.
 AW1889'THE UNDERGROUND MARK WAS NOT CHECKED AT THIS TIME.
 AW1889'
 AW1889'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW1889'
 AW1889'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW1889'
 AW1889'DESCRIBED BY B.L. LAMBERT.
 AW1889
 AW1889                          STATION RECOVERY (1987)
 AW1889
 AW1889'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1889'RECOVERED IN GOOD CONDITION.
 AW1889
 AW1889                          STATION RECOVERY (1987)
 AW1889
 AW1889'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1889'RECOVERED IN GOOD CONDITION.
 AW1889
 AW1889                          STATION RECOVERY (1994)
 AW1889
 AW1889'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1889'RECOVERED IN GOOD CONDITION.
 AW1889
 AW1889                          STATION RECOVERY (2003)
 AW1889
 AW1889'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 AW1889'RECOVERED IN GOOD CONDITION.
 AW1889
 AW1889                          STATION RECOVERY (2004)
 AW1889
 AW1889'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1889'STRIP MALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1892 ***********************************************************************
 AW1892  DESIGNATION -  DINNER 2 AZ MK
 AW1892  PID         -  AW1892
 AW1892  STATE/COUNTY-  TX/HARRIS
 AW1892  USGS QUAD   -  CYPRESS (1995)
 AW1892
 AW1892                         *CURRENT SURVEY CONTROL
 AW1892  ___________________________________________________________________
 AW1892* NAD 83(1986)-  29 52 46.     (N)    095 44 24.     (W)     SCALED    
 AW1892* NAVD 88     -        43.260  (meters)     141.93   (feet)  ADJUSTED  
 AW1892  ___________________________________________________________________
 AW1892  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW1892  DYNAMIC HT  -          43.201 (meters)     141.74  (feet)  COMP
 AW1892  MODELED GRAV-     979,281.0   (mgal)                       NAVD 88
 AW1892
 AW1892  VERT ORDER  -  FIRST     CLASS II
 AW1892
 AW1892.The horizontal coordinates were scaled from a topographic map and have
 AW1892.an estimated accuracy of +/- 6 seconds.
 AW1892
 AW1892.The orthometric height was determined by differential leveling
 AW1892.and adjusted by the National Geodetic Survey in June 1991..
 AW1892
 AW1892.The geoid height was determined by GEOID03.
 AW1892
 AW1892.The dynamic height is computed by dividing the NAVD 88
 AW1892.geopotential number by the normal gravity value computed on the
 AW1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1892.degrees latitude (g = 980.6199 gals.).
 AW1892
 AW1892.The modeled gravity was interpolated from observed gravity values.
 AW1892
 AW1892;                    North         East    Units  Estimated Accuracy
 AW1892;SPC TXSC     - 4,231,160.      914,860.      MT  (+/- 180 meters Scaled)
 AW1892
 AW1892                          SUPERSEDED SURVEY CONTROL
 AW1892
 AW1892  NGVD 29 (12/23/87)   43.252  (m)          141.90   (f) ADJUSTED    1 2
 AW1892
 AW1892.Superseded values are not recommended for survey control.
 AW1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1892.See file dsdata.txt to determine how the superseded data were derived.
 AW1892
 AW1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP353085(NAD 83)
 AW1892_MARKER: DZ = AZIMUTH MARK DISK
 AW1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1892_SP_SET: CONCRETE POST
 AW1892_STAMPING: DINNER 2 1967
 AW1892_MARK LOGO: CGS   
 AW1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1892+STABILITY: SURFACE MOTION
 AW1892
 AW1892  HISTORY     - Date     Condition        Report By
 AW1892  HISTORY     - 1967     MONUMENTED       CGS
 AW1892  HISTORY     - 1968     GOOD             NGS
 AW1892  HISTORY     - 1978     GOOD             NGS
 AW1892  HISTORY     - 1986     GOOD             NGS
 AW1892  HISTORY     - 1987     GOOD             USPSQD
 AW1892  HISTORY     - 19870710 GOOD             NGS
 AW1892  HISTORY     - 1990     GOOD             USPSQD
 AW1892  HISTORY     - 19940625 GOOD             USPSQD
 AW1892  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1892
 AW1892                          STATION DESCRIPTION
 AW1892
 AW1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AW1892'11.9 MI NE FROM KATY.
 AW1892'ABOUT 0.2 MILES WEST FROM THE POST OFFICE IN KATY TO D-AVENUE, THENCE
 AW1892'1.9 MILES NORTH ALONG D-AVENUE, THENCE 4.1 MILES NORTH ALONG THE
 AW1892'KATY-HOCKLEY ROAD, THENCE 5.75 MILES EAST ALONG F.M. HIGHWAY 529 TO
 AW1892'SITE OF MARK, 60 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 126 FEET
 AW1892'EAST OF THE CENTER OF A GATE, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE
 AW1892'LINE, 1 FOOT EAST OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY
 AW1892'DEPARTMENT STATION 525 + 99.  A C AND GS AZIMUTH MARK DISK SET IN A 12
 AW1892'X 12 IN. CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 AW1892'GROUND.
 AW1892
 AW1892                          STATION RECOVERY (1968)
 AW1892
 AW1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW1892'RECOVERED IN GOOD CONDITION.
 AW1892
 AW1892                          STATION RECOVERY (1978)
 AW1892
 AW1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1892'RECOVERED.  OMIT=THENCE 5.75 MILES EAST ALONG FARM ROAD 529.  ADD=
 AW1892'THENCE 5.05 MILES EAST ALONG FARM ROAD 529.
 AW1892
 AW1892                          STATION RECOVERY (1986)
 AW1892
 AW1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1892'RECOVERED IN GOOD CONDITION.
 AW1892
 AW1892                          STATION RECOVERY (1987)
 AW1892
 AW1892'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1892'RECOVERED IN GOOD CONDITION.
 AW1892
 AW1892                          STATION RECOVERY (1987)
 AW1892
 AW1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (WVM)
 AW1892'RECOVERED IN GOOD CONDITION.
 AW1892
 AW1892                          STATION RECOVERY (1990)
 AW1892
 AW1892'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1892'RECOVERED IN GOOD CONDITION.
 AW1892
 AW1892                          STATION RECOVERY (1994)
 AW1892
 AW1892'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1892'RECOVERED IN GOOD CONDITION.
 AW1892
 AW1892                          STATION RECOVERY (2004)
 AW1892
 AW1892'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1890 ***********************************************************************
 AW1890  DESIGNATION -  DINNER 2 RM 3
 AW1890  PID         -  AW1890
 AW1890  STATE/COUNTY-  TX/HARRIS
 AW1890  USGS QUAD   -  CYPRESS (1995)
 AW1890
 AW1890                         *CURRENT SURVEY CONTROL
 AW1890  ___________________________________________________________________
 AW1890* NAD 83(1986)-  29 52 47.     (N)    095 43 49.     (W)     SCALED    
 AW1890* NAVD 88     -        42.661  (meters)     139.96   (feet)  ADJUSTED  
 AW1890  ___________________________________________________________________
 AW1890  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW1890  DYNAMIC HT  -          42.603 (meters)     139.77  (feet)  COMP
 AW1890  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 AW1890
 AW1890  VERT ORDER  -  FIRST     CLASS II
 AW1890
 AW1890.The horizontal coordinates were scaled from a topographic map and have
 AW1890.an estimated accuracy of +/- 6 seconds.
 AW1890
 AW1890.The orthometric height was determined by differential leveling
 AW1890.and adjusted by the National Geodetic Survey in June 1991..
 AW1890
 AW1890.The geoid height was determined by GEOID03.
 AW1890
 AW1890.The dynamic height is computed by dividing the NAVD 88
 AW1890.geopotential number by the normal gravity value computed on the
 AW1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1890.degrees latitude (g = 980.6199 gals.).
 AW1890
 AW1890.The modeled gravity was interpolated from observed gravity values.
 AW1890
 AW1890;                    North         East    Units  Estimated Accuracy
 AW1890;SPC TXSC     - 4,231,210.      915,790.      MT  (+/- 180 meters Scaled)
 AW1890
 AW1890                          SUPERSEDED SURVEY CONTROL
 AW1890
 AW1890  NGVD 29 (12/23/87)   42.652  (m)          139.93   (f) ADJUSTED    1 2
 AW1890
 AW1890.Superseded values are not recommended for survey control.
 AW1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1890.See file dsdata.txt to determine how the superseded data were derived.
 AW1890
 AW1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP363085(NAD 83)
 AW1890_MARKER: DR = REFERENCE MARK DISK
 AW1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1890_SP_SET: CONCRETE POST
 AW1890_STAMPING: DINNER 2 NO 3 1967
 AW1890_MARK LOGO: CGS   
 AW1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1890+STABILITY: SURFACE MOTION
 AW1890
 AW1890  HISTORY     - Date     Condition        Report By
 AW1890  HISTORY     - 1967     MONUMENTED       CGS
 AW1890  HISTORY     - 1968     GOOD             NGS
 AW1890  HISTORY     - 1978     GOOD             NGS
 AW1890  HISTORY     - 1986     GOOD             NGS
 AW1890  HISTORY     - 19940625 GOOD             USPSQD
 AW1890  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1890
 AW1890                          STATION DESCRIPTION
 AW1890
 AW1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AW1890'12.5 MI NE FROM KATY.
 AW1890'ABOUT 0.2 MILE WEST FROM THE POST OFFICE IN KATY TO D-AVENUE, THENCE
 AW1890'1.9 MILES NORTH ALONG D-AVENUE, THENCE 4.1 MILES NORTH ALONG THE
 AW1890'KATY-HOCKLEY ROAD, THENCE 6.35 MILES EAST ALONG F.M. HIGHWAY 529 TO
 AW1890'SITE OF MARK, 60 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 165 FEET
 AW1890'SOUTH OF THE SOUTHWEST CORNER OF THE CENTER HOUSE OF THREE HOUSES, 31
 AW1890'FEET EAST OF THE CENTER OF A PRIVATE DRIVEWAY, 69.09 FEET EAST OF
 AW1890'TRIANGULATION STATION DINNER 2, AND AT TEXAS HIGHWAY DEPARTMENT
 AW1890'STATION 504 + 07.  A C AND GS REFERENCE MARK DISK, SET IN A 12 X 12
 AW1890'IN. CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF GROUND.
 AW1890
 AW1890                          STATION RECOVERY (1968)
 AW1890
 AW1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW1890'RECOVERED IN GOOD CONDITION.
 AW1890
 AW1890                          STATION RECOVERY (1978)
 AW1890
 AW1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1890'RECOVERED IN GOOD CONDITION.
 AW1890
 AW1890                          STATION RECOVERY (1986)
 AW1890
 AW1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1890'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.3 M
 AW1890'(1.0 FT) NORTH OF A WITNESS POST.  DELETE--165 FEET SOUTH OF THE
 AW1890'SOUTHWEST CORNER OF THE CENTER HOUSE OF THREE HOUSES.
 AW1890
 AW1890                          STATION RECOVERY (1994)
 AW1890
 AW1890'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1890'RECOVERED IN GOOD CONDITION.
 AW1890
 AW1890                          STATION RECOVERY (2004)
 AW1890
 AW1890'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1891 ***********************************************************************
 AW1891  DESIGNATION -  DINNER 2 RM 4
 AW1891  PID         -  AW1891
 AW1891  STATE/COUNTY-  TX/HARRIS
 AW1891  USGS QUAD   -  CYPRESS (1995)
 AW1891
 AW1891                         *CURRENT SURVEY CONTROL
 AW1891  ___________________________________________________________________
 AW1891* NAD 83(1986)-  29 52 47.     (N)    095 43 49.     (W)     SCALED    
 AW1891* NAVD 88     -        42.709  (meters)     140.12   (feet)  ADJUSTED  
 AW1891  ___________________________________________________________________
 AW1891  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW1891  DYNAMIC HT  -          42.651 (meters)     139.93  (feet)  COMP
 AW1891  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 AW1891
 AW1891  VERT ORDER  -  FIRST     CLASS II
 AW1891
 AW1891.The horizontal coordinates were scaled from a topographic map and have
 AW1891.an estimated accuracy of +/- 6 seconds.
 AW1891
 AW1891.The orthometric height was determined by differential leveling
 AW1891.and adjusted by the National Geodetic Survey in June 1991..
 AW1891
 AW1891.The geoid height was determined by GEOID03.
 AW1891
 AW1891.The dynamic height is computed by dividing the NAVD 88
 AW1891.geopotential number by the normal gravity value computed on the
 AW1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1891.degrees latitude (g = 980.6199 gals.).
 AW1891
 AW1891.The modeled gravity was interpolated from observed gravity values.
 AW1891
 AW1891;                    North         East    Units  Estimated Accuracy
 AW1891;SPC TXSC     - 4,231,210.      915,790.      MT  (+/- 180 meters Scaled)
 AW1891
 AW1891                          SUPERSEDED SURVEY CONTROL
 AW1891
 AW1891  NGVD 29 (12/23/87)   42.701  (m)          140.09   (f) ADJUSTED    1 2
 AW1891
 AW1891.Superseded values are not recommended for survey control.
 AW1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1891.See file dsdata.txt to determine how the superseded data were derived.
 AW1891
 AW1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP363085(NAD 83)
 AW1891_MARKER: DR = REFERENCE MARK DISK
 AW1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1891_SP_SET: CONCRETE POST
 AW1891_STAMPING: DINNER 2 NO 4 1967
 AW1891_MARK LOGO: CGS   
 AW1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1891+STABILITY: SURFACE MOTION
 AW1891
 AW1891  HISTORY     - Date     Condition        Report By
 AW1891  HISTORY     - 1967     MONUMENTED       CGS
 AW1891  HISTORY     - 1968     GOOD             NGS
 AW1891  HISTORY     - 1978     GOOD             NGS
 AW1891  HISTORY     - 1986     GOOD             NGS
 AW1891  HISTORY     - 19940625 GOOD             USPSQD
 AW1891  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1891
 AW1891                          STATION DESCRIPTION
 AW1891
 AW1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AW1891'12.5 MI NE FROM KATY.
 AW1891'ABOUT 0.2 MILE WEST FROM THE POST OFFICE IN KATY TO AVENUE-D, THENCE
 AW1891'1.9 MILES NORTH ALONG D-AVENUE, THENCE 4.1 MILES NORTH ALONG THE
 AW1891'KATY-HOCKLEY ROAD, THENCE 6.35 MILES EAST ALONG F.M. HIGHWAY 529 TO
 AW1891'SITE OF MARK, 60 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 98 FEET
 AW1891'WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY AND AT TEXAS HIGHWAY
 AW1891'DEPARTMENT STATION 505 + 35.  A C AND GS REFERENCE MARK DISK, SET IN A
 AW1891'12 X 12 IN. CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 AW1891'GROUND.  IT IS 58.53 FEET WEST OF TRIANGULATION STATION DINNER 2.
 AW1891
 AW1891                          STATION RECOVERY (1968)
 AW1891
 AW1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW1891'RECOVERED IN GOOD CONDITION.
 AW1891
 AW1891                          STATION RECOVERY (1978)
 AW1891
 AW1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1891'RECOVERED IN GOOD CONDITION.
 AW1891
 AW1891                          STATION RECOVERY (1986)
 AW1891
 AW1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1891'RECOVERED IN GOOD CONDITION.
 AW1891
 AW1891                          STATION RECOVERY (1994)
 AW1891
 AW1891'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1891'RECOVERED IN GOOD CONDITION.
 AW1891
 AW1891                          STATION RECOVERY (2004)
 AW1891
 AW1891'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6291 ***********************************************************************
 AW6291  DESIGNATION -  DIP 1931
 AW6291  PID         -  AW6291
 AW6291  STATE/COUNTY-  TX/HARRIS
 AW6291  USGS QUAD   -  LA PORTE (1982)
 AW6291
 AW6291                         *CURRENT SURVEY CONTROL
 AW6291  ___________________________________________________________________
 AW6291* NAD 83(1993)-  29 44 52.82447(N)    095 06 11.09243(W)     ADJUSTED  
 AW6291* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6291  ___________________________________________________________________
 AW6291  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6291  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6291
 AW6291  HORZ ORDER  -  THIRD
 AW6291
 AW6291.The horizontal coordinates were established by classical geodetic methods
 AW6291.and adjusted by the National Geodetic Survey in February 1996..
 AW6291
 AW6291.The orthometric height was scaled from a topographic map.
 AW6291
 AW6291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6291
 AW6291.The geoid height was determined by GEOID03.
 AW6291
 AW6291;                    North         East     Units Scale Factor Converg.
 AW6291;SPC TXSC     - 4,218,476.875   976,833.984   MT  0.99988914   +1 54 32.9
 AW6291;SPC TXSC     -13,840,119.55  3,204,829.50   sFT  0.99988914   +1 54 32.9
 AW6291;UTM  15      - 3,292,715.511   296,628.830   MT  1.00011034   -1 02 38.0
 AW6291
 AW6291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6291!SPC TXSC     -   1.00000427  x   0.99988914  =   0.99989341
 AW6291!UTM  15      -   1.00000427  x   1.00011034  =   1.00011461
 AW6291
 AW6291                          SUPERSEDED SURVEY CONTROL
 AW6291
 AW6291  NAD 83(1986)-  29 44 52.83978(N)    095 06 11.07357(W) AD(       ) 3
 AW6291  NAD 27      -  29 44 52.02089(N)    095 06 10.32350(W) AD(       ) 3
 AW6291
 AW6291.Superseded values are not recommended for survey control.
 AW6291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6291.See file dsdata.txt to determine how the superseded data were derived.
 AW6291
 AW6291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9662992716(NAD 83)
 AW6291_MARKER: N = NAIL
 AW6291_SETTING: 0 = UNSPECIFIED SETTING
 AW6291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6291
 AW6291  HISTORY     - Date     Condition        Report By
 AW6291  HISTORY     - 1931     MONUMENTED       CGS
 AW6291  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6291  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW6291
 AW6291                          STATION DESCRIPTION
 AW6291
 AW6291'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6291'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 580+00.
 AW6291'STATION IS LOCATED ABOUT 3/4 MILE SW OF SAN JACINTO STATE PARK
 AW6291'DOCKS ON BUFFALO BAYOU, ABOUT 400 METERS N FROM MOUTH OF
 AW6291'TUCKERS BAYOU, 48 METERS TO THE W OF SHORELINE OF BUFFALO BAYOU,
 AW6291'AND ABOUT 180 METERS S OF THE FOOT OF A STEEP WOODED SLOPE.
 AW6291'IT IS ON A GRASSY FLAT 5.5 FEET IN ELEVATION AND IS AT THE EDGE
 AW6291'OF A LARGE MARSH AREA TO THE W.
 AW6291'
 AW6291'STATION IS MARKED BY A NAIL SET IN A MASS OF CONCRETE, FLAT
 AW6291'ON TOP AND FLUSH WITH THE SURROUNDING GROUND.
 AW6291'
 AW6291'REFERENCE MARK 1 IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 AW6291'POST.  IT IS 10.71 METERS FROM STATION N 62 DEG W.
 AW6291
 AW6291                          STATION RECOVERY (1952)
 AW6291
 AW6291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6291'STATION AND REFERENCE MARK WERE NOT RECOVERED.  A THOROUGH
 AW6291'SEARCH OF THE AREA WAS MADE BUT STATION WAS NOT FOUND.  REFERENCE
 AW6291'MEASUREMENTS GIVEN IN THE PREVIOUS DESCRIPTION INDICATE IT IS
 AW6291'COVERED WITH APPROXIMATELY 8 FEET OF SPOIL, WHICH WAS PUMPED
 AW6291'FROM THE HOUSTON SHIP CHANNEL.
 AW6291
 AW6291                          STATION RECOVERY (1994)
 AW6291
 AW6291'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0439 ***********************************************************************
 BQ0439  DESIGNATION -  DIPPER
 BQ0439  PID         -  BQ0439
 BQ0439  STATE/COUNTY-  TX/PRESIDIO
 BQ0439  USGS QUAD   -  CUESTA DEL BURRO WEST (1983)
 BQ0439
 BQ0439                         *CURRENT SURVEY CONTROL
 BQ0439  ___________________________________________________________________
 BQ0439* NAD 83(1993)-  30 00 17.47323(N)    104 26 09.45920(W)     ADJUSTED  
 BQ0439* NAVD 88     -      1862.6    (meters)    6111.     (feet)  VERTCON   
 BQ0439  ___________________________________________________________________
 BQ0439  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 BQ0439  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 BQ0439
 BQ0439  HORZ ORDER  -  FIRST
 BQ0439
 BQ0439.The horizontal coordinates were established by classical geodetic methods
 BQ0439.and adjusted by the National Geodetic Survey in February 1996..
 BQ0439
 BQ0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0439
 BQ0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0439
 BQ0439.The geoid height was determined by GEOID03.
 BQ0439
 BQ0439;                    North         East     Units Scale Factor Converg.
 BQ0439;SPC TXSC     - 4,252,852.859    75,754.665   MT  0.99993142   -2 39 47.3
 BQ0439;SPC TXSC     -13,952,901.42    248,538.43   sFT  0.99993142   -2 39 47.3
 BQ0439;UTM  13      - 3,319,457.080   554,398.062   MT  0.99963651   +0 16 55.4
 BQ0439
 BQ0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0439!SPC TXSC     -   0.99971106  x   0.99993142  =   0.99964250
 BQ0439!UTM  13      -   0.99971106  x   0.99963651  =   0.99934768
 BQ0439
 BQ0439:                Primary Azimuth Mark                     Grid Az
 BQ0439:SPC TXSC     -  BALDY                                    022 25 59.2
 BQ0439:UTM  13      -  BALDY                                    019 29 16.5
 BQ0439
 BQ0439|---------------------------------------------------------------------|
 BQ0439| PID    Reference Object                     Distance      Geod. Az  |
 BQ0439|                                                           dddmmss.s |
 BQ0439| BQ0414 BALDY                               APPROX.74.3 KM 0194611.9 |
 BQ0439| CH8796 DIPPER RM 1                           8.974 METERS 10840     |
 BQ0439| CH8797 DIPPER RM 2                           9.216 METERS 19954     |
 BQ0439|---------------------------------------------------------------------|
 BQ0439
 BQ0439                          SUPERSEDED SURVEY CONTROL
 BQ0439
 BQ0439  NAD 83(1986)-  30 00 17.47163(N)    104 26 09.45964(W) AD(       ) 1
 BQ0439  NAD 27      -  30 00 16.86900(N)    104 26 07.78417(W) AD(       ) 1
 BQ0439  NGVD 29 (07/19/86) 1862.0    (m)         6109.     (f) VERT ANG       
 BQ0439
 BQ0439.Superseded values are not recommended for survey control.
 BQ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0439.See file dsdata.txt to determine how the superseded data were derived.
 BQ0439
 BQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP5439819457(NAD 83)
 BQ0439_MARKER: DS = TRIANGULATION STATION DISK
 BQ0439_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BQ0439+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BQ0439
 BQ0439  HISTORY     - Date     Condition        Report By
 BQ0439  HISTORY     - 1977     MONUMENTED       NGS
 BQ0439  HISTORY     - 1986     GOOD
 BQ0439
 BQ0439                          STATION DESCRIPTION
 BQ0439
 BQ0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BQ0439'THE STATION IS ABOUT 5.5 MILES WEST OF THE ALLISON RANCH, 28
 BQ0439'MILES SOUTHWEST OF MARFA, 39 MILES SOUTH OF VALENTINE
 BQ0439'AND IS ON PROPERTY OF THE 101 RANCH. PERMISSION FOR THE STATION
 BQ0439'WAS GRANTED BY THE MANAGER, MR. JAMES PHILLIPS, ALPINE, TEXAS.
 BQ0439'TELEPHONE 915-837-3072
 BQ0439'
 BQ0439'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 BQ0439'STATE ROUTE 2810 IN MARFA, GO SOUTH ON STATE ROUTE 2810 FOR
 BQ0439'18.15 MILES TO A SIDE ROAD LEFT AND A CATTLE GUARD NEAR A SIGN
 BQ0439'(W.E. LOVE RANCH 8 MILES). A SIGN ON THE OPPOSITE SIDE OF THE
 BQ0439'ROAD READS (FLETCHER RANCH). TURN LEFT AND GO SOUTH ON THE W.E.
 BQ0439'LOVE RANCH ROAD FOR 0.3 MILE TO A FORK, KEEP THE RIGHT FORK AND
 BQ0439'FOLLOW THE MAIN TRAVELED ROAD FOR 1.1 MILE TO A CATTLE GUARD,
 BQ0439'CONTINUE IN A SOUTHWESTERLY DIRECTION FOR 3.45 MILES TO A
 BQ0439'CATTLE GUARD, CONTINUE AHEAD FOR 0.25 MILE TO A CROSSROAD,
 BQ0439'CONTINUE AHEAD AND SOUTHWESTERLY ON THE MAIN TRAVELED ROAD
 BQ0439'FOR 1.4 MILES TO A SHARP TURN TO THE RIGHT AT A RANCH
 BQ0439'COMPLEX, CONTINUE SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 4.6
 BQ0439'MILES TO A CATTLE GUARD ,CONTINUE SOUTHWEST ON THE MAIN ROAD
 BQ0439'FOR 1.25 MILES TO A RANCH HOUSE AND WINDMILL ON THE LEFT,
 BQ0439'CONTINUE ON THE MAIN ROAD FOR 0.45 MILE TO A CATTLE GUARD,
 BQ0439'CONTINUE SOUTHWEST ON THE MAIN ROAD FOR 1.25 MILE TO A
 BQ0439'CATTLE GUARD, CONTINUE SOUTHWESTERLY ON THE MAIN ROAD FOR
 BQ0439'1.5 MILES TO A SIDE ROAD LEFT, CONTINUE ON THE MAIN ROAD,
 BQ0439'NOW WESTERLY , FOR 0.2 MILE TO A STONE BRIDGE, CONTINUE ON THE
 BQ0439'MAIN ROAD FOR 0.55 MILE TO A CATTLE GUARD, CONTINUE ON THE
 BQ0439'MAIN ROAD, NOW NORTHWESTERLY, FOR 0.4 MILE TO A SIDE ROAD
 BQ0439'RIGHT. KEEP LEFT ON THE MAIN ROAD, SOUTHWESTERLY, FOR 0.2
 BQ0439'MILE TO A FORK. BEAR RIGHT AND GO WEST FOR 0.45 MILE TO A
 BQ0439'CATTLE GUARD BY A RANCH HOUSE AND CATTLE PENS . TURN LEFT,
 BQ0439'CROSS THE CATTLE GUARD AND GO SOUTH FOR 0.05 MILE TO A CATTLE
 BQ0439'GUARD. CONTINUE SOUTHERLY FOR 0.3 MILE TO A FORK. (A 4
 BQ0439'WHEEL DRIVE IS NEEDED FROM THIS POINT.) BEAR RIGHT AND GO
 BQ0439'SOUTHWEST, UPHILL, FOR 0.7 MILE TO A SADDLE AT THE CREST
 BQ0439'OF THE RIDGE AND THE END OF TRUCK TRAVEL. FROM THIS PACK
 BQ0439'NORTHERLY UP THE RIDGE FOR ABOUT 45 MINUTES TO THE
 BQ0439'NORTHERNMOST END OF THE RIDGE AND THE STATION.
 BQ0439'
 BQ0439'STATION MARK, STAMPED---DIPPER 1977---, IS A STANDARD DISK
 BQ0439'CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT OUTCROP OF BEDROCK
 BQ0439'THAT PROJECTS 6 INCHES ABOVE THE GROUND. IT IS 22 FEET
 BQ0439'SOUTHWEST OF AN 8-INCH CEDAR TREE AND 38.8 FEET WEST OF A
 BQ0439'10-INCH CEDAR TREE.
 BQ0439'
 BQ0439'REFERENCE MARK 1, STAMPED---DIPPER NO 1 1977---, IS A STANDARD
 BQ0439'DISK CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT OUTCROP OF
 BQ0439'BEDROCK AND IS SET FLUSH WITH THE TOP. IT IS 50 FEET WEST OF
 BQ0439'THE 8-INCH CEDAR TREE AND 11.5 FEET SOUTHWEST OF THE 10-INCH
 BQ0439'CEDAR TREE. IT IS ABOUT 9 FEET LOWER THAN THE STATION MARK.
 BQ0439'
 BQ0439'REFERENCE MARK 2, STAMPED---DIPPER NO 2 1977---, IS A STANDARD
 BQ0439'DISK CEMENTED IN A 2 BY 2 FOOT OUTCROP OF BEDROCK. IT IS 32
 BQ0439'FEET NORTHWEST OF THE 8-INCH CEDAR TREE AND 55 FEET NORTHEAST
 BQ0439'OF THE 10-INCH CEDAR TREE. IT IS ABOUT 5 FEET LOWER THAN THE
 BQ0439'STATION MARK.
 BQ0439'
 BQ0439'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 BQ0439'
 BQ0439'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO
 BQ0439'THE TERRAIN AND THE DIFFERENCE IN ELEVATION.
 BQ0439'
 BQ0439'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.7 METERS.
 BQ0439'
 BQ0439'A HELICOPTER WAS UTILIZED AND CAN BE LANDED ABOUT 0.1 MILE
 BQ0439'SOUTH-SOUTHWEST OF THE STATION ON A LARGE FLAT AREA OF THE
 BQ0439'RIDGE LEADING TO THE STATION.
 BQ0439
 BQ0439                          STATION RECOVERY (1986)
 BQ0439
 BQ0439'RECOVERED 1986
 BQ0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0811 ***********************************************************************
 CB0811  DESIGNATION -  DISMORE ET
 CB0811  PID         -  CB0811
 CB0811  STATE/COUNTY-  TX/RUNNELS
 CB0811  USGS QUAD   -  HERRING RANCH (1987)
 CB0811
 CB0811                         *CURRENT SURVEY CONTROL
 CB0811  ___________________________________________________________________
 CB0811* NAD 83(1993)-  31 48 20.71363(N)    100 07 15.01962(W)     ADJUSTED  
 CB0811* NAVD 88     -       555.4    (meters)    1822.     (feet)  VERTCON   
 CB0811  ___________________________________________________________________
 CB0811  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CB0811  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 CB0811
 CB0811  HORZ ORDER  -  THIRD
 CB0811
 CB0811.The horizontal coordinates were established by classical geodetic methods
 CB0811.and adjusted by the National Geodetic Survey in February 1996..
 CB0811
 CB0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0811
 CB0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0811
 CB0811.The geoid height was determined by GEOID03.
 CB0811
 CB0811;                    North         East     Units Scale Factor Converg.
 CB0811;SPC TX C     - 3,237,157.267   720,121.081   MT  0.99998008   +0 06 34.0
 CB0811;SPC TX C     -10,620,573.47  2,362,597.25   sFT  0.99998008   +0 06 34.0
 CB0811;UTM  14      - 3,519,452.266   393,905.167   MT  0.99973882   -0 35 26.8
 CB0811
 CB0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0811!SPC TX C     -   0.99991673  x   0.99998008  =   0.99989681
 CB0811!UTM  14      -   0.99991673  x   0.99973882  =   0.99965557
 CB0811
 CB0811:                Primary Azimuth Mark                     Grid Az
 CB0811:SPC TX C     -  NORTON RESET                             351 52 42.5
 CB0811:UTM  14      -  NORTON RESET                             352 34 43.3
 CB0811
 CB0811|---------------------------------------------------------------------|
 CB0811| PID    Reference Object                     Distance      Geod. Az  |
 CB0811|                                                           dddmmss.s |
 CB0811| CB0804 NORTON RESET                        APPROX. 2.5 KM 3515916.5 |
 CB0811|---------------------------------------------------------------------|
 CB0811
 CB0811                          SUPERSEDED SURVEY CONTROL
 CB0811
 CB0811  NAD 83(1986)-  31 48 20.72000(N)    100 07 15.00565(W) AD(       ) 3
 CB0811  NAD 27      -  31 48 20.17066(N)    100 07 13.68150(W) AD(       ) 3
 CB0811  NGVD 29 (07/19/86)  555.3    (m)         1822.     (f) VERT ANG       
 CB0811
 CB0811.Superseded values are not recommended for survey control.
 CB0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0811.See file dsdata.txt to determine how the superseded data were derived.
 CB0811
 CB0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA9390519452(NAD 83)
 CB0811_MARKER: DD = SURVEY DISK
 CB0811_SETTING: 0 = UNSPECIFIED SETTING
 CB0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0811
 CB0811  HISTORY     - Date     Condition        Report By
 CB0811  HISTORY     - 1958     MONUMENTED       USGS
 CB0811
 CB0811                          STATION DESCRIPTION
 CB0811
 CB0811'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0811'STATION IS LOCATED ABOUT 11.5 MI. (AIRLINE) SE. OF BRONTE, 4.2 MI. S.
 CB0811'OF NORTON, 11.0 MI. NW. OF BALLINGER, RUNNELS COUNTY, TEXAS.  ABOUT
 CB0811'0.3 MI. SE. OF PATTON RANCH BUILDINGS ON THE SOUTHERN POINT OF A RIDGE
 CB0811'PROJECTION.
 CB0811'
 CB0811'TO REACH THE STATION FROM THE JUNCTION OF U.S. 277 AND STATE HIGHWAY
 CB0811'158 IN BRONTE, GO S. 0.3 MI. TO JUNCTION OF STATE HIGHWAY 158 SW.,
 CB0811'TURN LEFT ON 158 FOR 10.9 MI. TO T-RD. RIGHT, TURN RIGHT FOR 1.0 MI.
 CB0811'TO GATE, PASS THROUGH GATE AND GO 0.15 MI. AND TURN LEFT, ACROSS
 CB0811'COUNTRY TO GATE IN FENCE CORNER, PASS THROUGH GATE E. FOR 0.15 MI.
 CB0811'TO TRACK RD., TURN RIGHT FOR 0.2 MI. TO BEND AND THEN GO S. ACROSS
 CB0811'COUNTRY 0.2 MI. TO RIDGE POINT AND STATION, 590 FT. NW. OF FENCE
 CB0811'CORNER AND ABOUT 350 FT. S. OF A TRACK RD.
 CB0811'
 CB0811'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING
 CB0811'ABOUT 0.3 FT., STAMPED ---DISMORE 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2250 ***********************************************************************
 AN2250  DESIGNATION -  DISTRICT 1 SCHOOL FLAGPOLE
 AN2250  PID         -  AN2250
 AN2250  STATE/COUNTY-  TX/CALHOUN
 AN2250  USGS QUAD   -  OLIVIA (1995)
 AN2250
 AN2250                         *CURRENT SURVEY CONTROL
 AN2250  ___________________________________________________________________
 AN2250* NAD 83(1993)-  28 40 09.24399(N)    096 26 05.84812(W)     ADJUSTED  
 AN2250* NAVD 88     -                                                        
 AN2250  ___________________________________________________________________
 AN2250  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AN2250  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN2250
 AN2250  HORZ ORDER  -  THIRD
 AN2250
 AN2250.The horizontal coordinates were established by classical geodetic methods
 AN2250.and adjusted by the National Geodetic Survey in February 1996..
 AN2250
 AN2250
 AN2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2250
 AN2250.The geoid height was determined by GEOID03.
 AN2250
 AN2250;                    North         East     Units Scale Factor Converg.
 AN2250;SPC TXSC     - 4,095,391.313   850,688.838   MT  0.99993022   +1 15 23.9
 AN2250;SPC TXSC     -13,436,296.33  2,790,968.30   sFT  0.99993022   +1 15 23.9
 AN2250;UTM  14      - 3,174,033.615   750,671.655   MT  1.00037553   +1 13 52.4
 AN2250
 AN2250                          SUPERSEDED SURVEY CONTROL
 AN2250
 AN2250  NAD 83(1986)-  28 40 09.25240(N)    096 26 05.82920(W) AD(       ) 4
 AN2250  NAD 27      -  28 40 08.27200(N)    096 26 04.92700(W) AD(       ) 3
 AN2250
 AN2250.Superseded values are not recommended for survey control.
 AN2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2250.See file dsdata.txt to determine how the superseded data were derived.
 AN2250
 AN2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5067274034(NAD 83)
 AN2250_MARKER: 62 = FLAGPOLE
 AN2250
 AN2250  HISTORY     - Date     Condition        Report By
 AN2250  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2250
 AN2250                          STATION DESCRIPTION
 AN2250
 AN2250'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0932 ***********************************************************************
 BM0932  DESIGNATION -  DISTRICT 14 WATER TANK
 BM0932  PID         -  BM0932
 BM0932  STATE/COUNTY-  TX/TRAVIS
 BM0932  USGS QUAD   -  BEE CAVE (1986)
 BM0932
 BM0932                         *CURRENT SURVEY CONTROL
 BM0932  ___________________________________________________________________
 BM0932* NAD 83(1993)-  30 15 17.43868(N)    097 54 57.54252(W)     ADJUSTED  
 BM0932* NAVD 88     -                                                        
 BM0932  ___________________________________________________________________
 BM0932  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 BM0932  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BM0932
 BM0932  HORZ ORDER  -  THIRD
 BM0932
 BM0932.The horizontal coordinates were established by classical geodetic methods
 BM0932.and adjusted by the National Geodetic Survey in February 1996..
 BM0932
 BM0932
 BM0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0932
 BM0932.The geoid height was determined by GEOID03.
 BM0932
 BM0932;                    North         East     Units Scale Factor Converg.
 BM0932;SPC TX C     - 3,067,731.310   932,616.569   MT  0.99996598   +1 14 42.3
 BM0932;SPC TX C     -10,064,715.14  3,059,759.53   sFT  0.99996598   +1 14 42.3
 BM0932;UTM  14      - 3,347,521.784   604,285.750   MT  0.99973417   +0 32 46.4
 BM0932
 BM0932                          SUPERSEDED SURVEY CONTROL
 BM0932
 BM0932  NAD 83(1986)-  30 15 17.45297(N)    097 54 57.52626(W) AD(       ) 4
 BM0932  NAD 27      -  30 15 16.71311(N)    097 54 56.49441(W) AD(       ) 3
 BM0932
 BM0932.Superseded values are not recommended for survey control.
 BM0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0932.See file dsdata.txt to determine how the superseded data were derived.
 BM0932
 BM0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0428647522(NAD 83)
 BM0932_MARKER: 53 = ELEVATED TANK
 BM0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0932+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2003
 BM0932
 BM0932  HISTORY     - Date     Condition        Report By
 BM0932  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM0932  HISTORY     - 19910511 GOOD             USPSQD
 BM0932  HISTORY     - 20010224 GOOD             USPSQD
 BM0932  HISTORY     - 20030607 GOOD             USPSQD
 BM0932  HISTORY     - 20030607 GOOD             USPSQD
 BM0932
 BM0932                          STATION DESCRIPTION
 BM0932
 BM0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0932'THE FINIAL AT THE TOP CENTER OF THE DISTRICT 14 WATER TANK.  THE
 BM0932'TANK IS PAINTED SILVER, SUPPORTED BY A 4 LEGGED STEEL STRUCTURE
 BM0932'AND ABOUT 120 FEET TALL.  IT IS ABOUT 1 MILE NORTHEAST OF CEDAR
 BM0932'VALLEY AND ABOUT 200 FEET SOUTHEAST OF A PAVED ROAD.
 BM0932
 BM0932                          STATION RECOVERY (1991)
 BM0932
 BM0932'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0932'RECOVERED IN GOOD CONDITION.
 BM0932
 BM0932                          STATION RECOVERY (2001)
 BM0932
 BM0932'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 BM0932'RECOVERED IN GOOD CONDITION.
 BM0932
 BM0932                          STATION RECOVERY (2003)
 BM0932
 BM0932'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BM0932'RECOVERED IN GOOD CONDITION.
 BM0932
 BM0932                          STATION RECOVERY (2003)
 BM0932
 BM0932'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0932'THE VERY PROMINENT WATER TOWER STILL STANDS BUT CEDAR VALLEY HAS MOVED
 BM0932'TO THE PRESENT LOCATION OF U.S. 290.  TOWER IS ABOUT A MILE NORTHEAST
 BM0932'OF THE ORIGINAL SITE OF CEDAR VALLEY WHICH IS THE PRESENT DAY
 BM0932'INTERSECTION OF THOMAS SPRINGS ROAD AND CIRCLE DRIVE.  IT IS ABOUT 200
 BM0932'FEET SOUTHEAST OF THOMAS SPRINGS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0455 ***********************************************************************
 AM0455  DESIGNATION -  DIVERSION
 AM0455  PID         -  AM0455
 AM0455  STATE/COUNTY-  TX/BRAZORIA
 AM0455  USGS QUAD   -  JONES CREEK (1974)
 AM0455
 AM0455                         *CURRENT SURVEY CONTROL
 AM0455  ___________________________________________________________________
 AM0455* NAD 83(1993)-  28 58 19.39294(N)    095 23 32.68895(W)     ADJUSTED  
 AM0455* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AM0455  ___________________________________________________________________
 AM0455  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AM0455  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AM0455
 AM0455  HORZ ORDER  -  SECOND
 AM0455
 AM0455.The horizontal coordinates were established by classical geodetic methods
 AM0455.and adjusted by the National Geodetic Survey in February 1996..
 AM0455
 AM0455.The orthometric height was scaled from a topographic map.
 AM0455
 AM0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0455
 AM0455.The geoid height was determined by GEOID03.
 AM0455
 AM0455;                    North         East     Units Scale Factor Converg.
 AM0455;SPC TXSC     - 4,131,623.210   951,516.955   MT  0.99988316   +1 46 02.6
 AM0455;SPC TXSC     -13,555,167.15  3,121,768.54   sFT  0.99988316   +1 46 02.6
 AM0455;UTM  15      - 3,207,247.777   266,880.212   MT  1.00027068   -1 09 33.7
 AM0455
 AM0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0455!SPC TXSC     -   1.00000385  x   0.99988316  =   0.99988701
 AM0455!UTM  15      -   1.00000385  x   1.00027068  =   1.00027453
 AM0455
 AM0455:                Primary Azimuth Mark                     Grid Az
 AM0455:SPC TXSC     -  DOW CHEM CO PLT B MAGNESIUM TK           017 52 51.1
 AM0455:UTM  15      -  DOW CHEM CO PLT B MAGNESIUM TK           020 48 27.4
 AM0455
 AM0455|---------------------------------------------------------------------|
 AM0455| PID    Reference Object                     Distance      Geod. Az  |
 AM0455|                                                           dddmmss.s |
 AM0455| AM0454 DOW CHEM CO PLT B MAGNESIUM TK      APPROX. 1.6 KM 0193853.7 |
 AM0455| AM0453 DOW CHEM PLT B TURN BASIN TK        APPROX. 2.4 KM 0214050.9 |
 AM0455| AM0429 FREEPORT RADIO STA KBRZ MAST        APPROX. 5.9 KM 0733548.9 |
 AM0455| CV7103 DIVERSION RM 1                       27.519 METERS 10527     |
 AM0455| AM0415 FREEPORT MUNICIPAL TANK             APPROX. 4.4 KM 1205037.5 |
 AM0455| CV7104 DIVERSION RM 2                       26.578 METERS 18453     |
 AM0455| AM0457 DOW CHEM CO PLT B OVERPASS TK       APPROX. 2.3 KM 3524726.4 |
 AM0455| CV7102 DIVERSION AZ MK                                    3585948.2 |
 AM0455|---------------------------------------------------------------------|
 AM0455
 AM0455                          SUPERSEDED SURVEY CONTROL
 AM0455
 AM0455  NAD 83(1986)-  28 58 19.40251(N)    095 23 32.66790(W) AD(       ) 2
 AM0455  NAD 27      -  28 58 18.51200(N)    095 23 31.88100(W) AD(       ) 2
 AM0455
 AM0455.Superseded values are not recommended for survey control.
 AM0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0455.See file dsdata.txt to determine how the superseded data were derived.
 AM0455
 AM0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6688007248(NAD 83)
 AM0455_MARKER: DS = TRIANGULATION STATION DISK
 AM0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0455
 AM0455  HISTORY     - Date     Condition        Report By
 AM0455  HISTORY     - 1954     MONUMENTED       CGS
 AM0455  HISTORY     - 1963     GOOD             CGS
 AM0455  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AM0455
 AM0455                          STATION DESCRIPTION
 AM0455
 AM0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0455'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF CLUTE, 2.5
 AM0455'MILES WEST-NORTHWEST OF FREEPORT, 2 MILES WEST OF VELASCO,
 AM0455'AND ON PROPERTY OWNED BY THE DOW CHEMICAL COMPANY.
 AM0455'
 AM0455'REACHED FROM THE WEST END OF THE BRAZOS RIVER BRIDGE ON
 AM0455'STATE HIGHWAY 36 IN FREEPORT BY GOING WESTERLY ON HIGHWAY 36
 AM0455'FOR 1.3 MILES TO SLAUGHTER ROAD ON THE RIGHT.  TURN RIGHT ON
 AM0455'SLAUGHTER ROAD AND GO 0.3 MILE TO A TRACK ROAD TO THE RIGHT.
 AM0455'TURN RIGHT, PASSING THROUGH A LOCKED GATE, THEN BEAR LEFT AND
 AM0455'FOLLOW A TRACK ROAD NORTHEASTERLY FOR 0.7 MILE TO A GATE
 AM0455'IN A FENCE LINE AND THE AZIMUTH MARK ON THE RIGHT.  PASS
 AM0455'THROUGH THE GATE, TURN SHARP RIGHT, AND FOLLOW ALONG THE EAST
 AM0455'SIDE OF THE FENCE FOR 0.3 MILE TO THE STATION AS DESCRIBED.
 AM0455'
 AM0455'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0455'IS 87 FEET NORTH OF AN OPENING IN THE FENCE LINE, 50 FEET
 AM0455'WEST OF THE APPROXIMATE CENTERLINE OF AN UNDERGROUND PIPE LINE,
 AM0455'10 FEET EAST OF A WIRE FENCE, AND 10 FEET EAST OF A WITNESS
 AM0455'POST.  THE DISK IS STAMPED DIVERSION 1954, AND THE MARK
 AM0455'PROJECTS 3 INCHES.
 AM0455'
 AM0455'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AM0455'MONUMENT, IS 110 FEET EAST OF THE OPENING IN THE FENCE LINE
 AM0455'AND 22 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 AM0455'UNDERGROUND PIPE LINE.  THE DISK IS STAMPED DIVERSION NO 1 1954,
 AM0455'AND THE MARK PROJECTS 4 INCHES.
 AM0455'
 AM0455'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AM0455'MONUMENT, IS 10 FEET NORTH OF THE OPENING IN THE FENCE LINE
 AM0455'AND 1 FOOT EAST OF THE FENCE.  THE DISK IS STAMPED DIVERSION
 AM0455'NO 2 1954, AND THE MARK PROJECTS 2 INCHES.
 AM0455'
 AM0455'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0455'IS 44 FEET SOUTH OF A SOUTH GATE POST, 4 FEET SOUTH OF A
 AM0455'WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE.  THE DISK IS
 AM0455'STAMPED DIVERSION 1954, AND THE MARK PROJECTS 6 INCHES.
 AM0455'
 AM0455'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AM0455
 AM0455                          STATION RECOVERY (1963)
 AM0455
 AM0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0455'THE STATION WAS RECOVERED.  THE STATION, REFERENCE MARKS
 AM0455'1 AND 2 AND THE AZIMUTH MARKS WERE ALL FOUND IN GOOD CONDITION
 AM0455'AS DESCRIBED.  THE DISTANCE TO REFERENCE MARKS 1 AND 2
 AM0455'WAS VERIFIED.  DUE TO ROAD CHANGES IN THE AREA THE STATION
 AM0455'IS REACHED AS FOLLOWS--REACHED FROM THE WEST END OF BRAZOS
 AM0455'RIVER BRIDGE ON STATE HIGHWAY 36 IN WEST OUTSKIRTS OF
 AM0455'FREEPORT, GO WEST ON HIGHWAY 36 FOR 0.85 MILE TO TRACK ROAD
 AM0455'LEADING RIGHT AT LOCKED GATE (KEY OBTAINED AT DOW CHEMICAL
 AM0455'COMPANY, PLANT B), PASS THROUGH GATE INTO PASTURE AND FOLLOW
 AM0455'TRACK ROAD NORTH 0.35 MILE TO STOCK PEN, KEEP RIGHT ON
 AM0455'TRACK ROAD GOING EAST 0.1 MILE, DOUBLE BACK GOING WEST 0.1
 AM0455'MILE, THEN FOLLOW TRACK ROAD NORTH ALONG EAST SIDE OF
 AM0455'FENCE LINE FOR 0.3 MILE TO STATION ON LEFT.
 AM0455'
 AM0455'THE STATION MARK IS 10 FEET EAST OF THE NORTH-SOUTH FENCE
 AM0455'LINE.  THREE 3-INCH POSTS PROJECTING 3-1/2 FEET SURROUND
 AM0455'THE STATION IN FORM OF TRIANGLE.
 AM0455'
 AM0455'REFERENCE MARK 1 IS 9 FEET SOUTHEAST OF CENTERLINE OF TRACK
 AM0455'ROAD.
 AM0455'
 AM0455'REFERENCE MARK 2 IS 27.5 FEET NORTH OF TALL POST IN FENCE
 AM0455'LINE, 20 FEET SOUTHWEST OF A 12-INCH SCRUB TREE AND 1 FOOT
 AM0455'EAST OF THE NORTH-SOUTH FENCE.
 AM0455'
 AM0455'THE AZIMUTH MARK IS NORTH OF THE STATION, 16 YARDS SOUTH OF
 AM0455'SOUTH END OF METAL GATE AND 1 FOOT EAST OF THE NORTH-SOUTH
 AM0455'FENCE.
 AM0455
 AM0455                          STATION RECOVERY (1994)
 AM0455
 AM0455'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2010 ***********************************************************************
 AY2010  DESIGNATION -  DIVIDE
 AY2010  PID         -  AY2010
 AY2010  STATE/COUNTY-  TX/KERR
 AY2010  USGS QUAD   -  DIAMOND S RANCH (1964)
 AY2010
 AY2010                         *CURRENT SURVEY CONTROL
 AY2010  ___________________________________________________________________
 AY2010* NAD 83(1993)-  29 58 54.75123(N)    099 29 50.43203(W)     ADJUSTED  
 AY2010* NAVD 88     -       728.     (meters)    2388.     (feet)  SCALED    
 AY2010  ___________________________________________________________________
 AY2010  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AY2010  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 AY2010
 AY2010  HORZ ORDER  -  SECOND
 AY2010
 AY2010.The horizontal coordinates were established by classical geodetic methods
 AY2010.and adjusted by the National Geodetic Survey in February 1996..
 AY2010
 AY2010.The orthometric height was scaled from a topographic map.
 AY2010
 AY2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2010
 AY2010.The geoid height was determined by GEOID03.
 AY2010
 AY2010;                    North         East     Units Scale Factor Converg.
 AY2010;SPC TXSC     - 4,238,222.052   552,008.238   MT  0.99992682   -0 14 37.2
 AY2010;SPC TXSC     -13,904,900.18  1,811,047.03   sFT  0.99992682   -0 14 37.2
 AY2010;SPC TX C     - 3,035,247.095   780,678.689   MT  1.00003871   +0 25 50.1
 AY2010;SPC TX C     - 9,958,139.84  2,561,276.67   sFT  1.00003871   +0 25 50.1
 AY2010;UTM  14      - 3,316,881.053   452,023.475   MT  0.99962840   -0 14 54.7
 AY2010
 AY2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2010!SPC TXSC     -   0.99988911  x   0.99992682  =   0.99981593
 AY2010!SPC TX C     -   0.99988911  x   1.00003871  =   0.99992781
 AY2010!UTM  14      -   0.99988911  x   0.99962840  =   0.99951755
 AY2010
 AY2010:                Primary Azimuth Mark                     Grid Az
 AY2010:SPC TXSC     -  SILVER TANK NEAR STA KINSEL              019 05 39.0
 AY2010:SPC TX C     -  SILVER TANK NEAR STA KINSEL              018 25 11.7
 AY2010:UTM  14      -  SILVER TANK NEAR STA KINSEL              019 05 56.5
 AY2010
 AY2010|---------------------------------------------------------------------|
 AY2010| PID    Reference Object                     Distance      Geod. Az  |
 AY2010|                                                           dddmmss.s |
 AY2010| BN0752 SILVER TANK NEAR STA KINSEL         APPROX. 9.7 KM 0185101.8 |
 AY2010| CV3858 DIVIDE RM 2                          23.673 METERS 06414     |
 AY2010| CV3856 DIVIDE AZ MK                                       1402353.6 |
 AY2010| CV3857 DIVIDE RM 1                          16.210 METERS 32527     |
 AY2010|---------------------------------------------------------------------|
 AY2010
 AY2010                          SUPERSEDED SURVEY CONTROL
 AY2010
 AY2010  NAD 83(1986)-  29 58 54.75879(N)    099 29 50.42159(W) AD(       ) 2
 AY2010  NAD 27      -  29 58 53.99200(N)    099 29 49.24700(W) AD(       ) 2
 AY2010
 AY2010.Superseded values are not recommended for survey control.
 AY2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2010.See file dsdata.txt to determine how the superseded data were derived.
 AY2010
 AY2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU5202316881(NAD 83)
 AY2010_MARKER: DS = TRIANGULATION STATION DISK
 AY2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2010
 AY2010  HISTORY     - Date     Condition        Report By
 AY2010  HISTORY     - 1944     MONUMENTED       CGS
 AY2010
 AY2010                          STATION DESCRIPTION
 AY2010
 AY2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2010'STATION IS LOCATED ABOUT 10 MILES W AND 5 MILES S OF HUNT, ON
 AY2010'SUMMIT OF A GRASSY AND TIMBERED RIDGE WHICH IS THE DIVIDE
 AY2010'BETWEEN THE NORTH AND SOUTH FORKS OF THE GUADALUPE RIVER,
 AY2010'ON LAND OWNED BY MR. GUS F. SCHREINER.  IT IS 21 FEET E OF
 AY2010'A TRIANGULAR BLAZE ON A 15-INCH OAK TREE.
 AY2010'
 AY2010'STATION MARK IS A BRONZE STATION DISK SET IN A 10-INCH SQUARE
 AY2010'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  IT IS STAMPED
 AY2010'DIVIDE 1944.  UNDERGROUND MARK IS A BRONZE STATION DISK
 AY2010'SET IN CONCRETE ABOUT 32 INCHES BELOW THE GROUND.
 AY2010'
 AY2010'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 10-INCH
 AY2010'SQUARE CONCRETE POST THAT PROJECTS ABOUT 5 INCHES.  IT IS
 AY2010'STAMPED DIVIDE NO 1 1944.
 AY2010'
 AY2010'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 10-INCH
 AY2010'SQUARE CONCRETE POST THAT PROJECTS ABOUT 5 INCHES.  IT IS
 AY2010'STAMPED DIVIDE NO 2 1944.
 AY2010'
 AY2010'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A ROUND CONCRETE
 AY2010'POST 15 INCHES IN DIAMETER, PROJECTING ABOUT 5 INCHES.  IT
 AY2010'IS STAMPED DIVIDE 1944.  IT IS 32 PACES NE OF THE CENTER LINE
 AY2010'OF TRACK ROAD AND 4 FEET NW OF A WHITE WOODEN WITNESS POST.
 AY2010'
 AY2010'TO REACH STATION FROM HUNT, GO SW ON STATE HIGHWAY 39 FOR
 AY2010'12.9 MILES FROM POST OFFICE TO END OF SURFACED ROAD.  CONTINUE
 AY2010'ON GRAVEL ROAD FOR 1.9 MILES TO BOARD GATE ON RIGHT AT HOME
 AY2010'OF MR. WILL RIDGEWAY.  TURN RIGHT THROUGH GATE FOR 0.1 MILE
 AY2010'TO DIM RIGHT FORK JUST N OF THE RIDGEWAY HOME.  FOLLOW DIM
 AY2010'RIGHT FORK 0.2 MILE, PASS THROUGH BOARD GATE AND CONTINUE
 AY2010'0.2 MILE.  THENCE 0.85 MILE TO ANOTHER BOARD GATE.  CONTINUE
 AY2010'0.35 MILE, THENCE RIGHT FORK, THROUGH GATE, FOR 0.4 MILE TO
 AY2010'AZIMUTH MARK ON RIGHT.  CONTINUE 0.4 MILE TO RIGHT-ANGLE
 AY2010'TURN AND FORK ON TOP OF HILL, PROCEED STRAIGHT AHEAD 50
 AY2010'YARDS TO STATION.
 AY2010'
 AY2010'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9222 ***********************************************************************
 AF9222  DESIGNATION -  DIVIDE ET
 AF9222  PID         -  AF9222
 AF9222  STATE/COUNTY-  TX/GARZA
 AF9222  USGS QUAD   -  TWOMILE CREEK (1962)
 AF9222
 AF9222                         *CURRENT SURVEY CONTROL
 AF9222  ___________________________________________________________________
 AF9222* NAD 83(1993)-  33 16 15.07263(N)    101 02 25.93659(W)     ADJUSTED  
 AF9222* NAVD 88     -       712.7    (meters)    2338.     (feet)  VERTCON   
 AF9222  ___________________________________________________________________
 AF9222  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 AF9222  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AF9222
 AF9222  HORZ ORDER  -  THIRD
 AF9222
 AF9222.The horizontal coordinates were established by classical geodetic methods
 AF9222.and adjusted by the National Geodetic Survey in July 1998..
 AF9222
 AF9222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9222
 AF9222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9222
 AF9222.The geoid height was determined by GEOID03.
 AF9222
 AF9222;                    North         East     Units Scale Factor Converg.
 AF9222;SPC TXNC     - 2,180,750.166   363,358.136   MT  0.99987991   -1 23 08.1
 AF9222;SPC TXNC     - 7,154,677.84  1,192,117.48   sFT  0.99987991   -1 23 08.1
 AF9222;UTM  14      - 3,683,171.500   309,949.883   MT  1.00004534   -1 07 11.2
 AF9222
 AF9222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9222!SPC TXNC     -   0.99989212  x   0.99987991  =   0.99977205
 AF9222!UTM  14      -   0.99989212  x   1.00004534  =   0.99993746
 AF9222
 AF9222                          SUPERSEDED SURVEY CONTROL
 AF9222
 AF9222  NGVD 29 (07/17/98)  712.4    (m)         2337.     (f) VERT ANG       
 AF9222
 AF9222.Superseded values are not recommended for survey control.
 AF9222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9222.See file dsdata.txt to determine how the superseded data were derived.
 AF9222
 AF9222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0995083171(NAD 83)
 AF9222_MARKER: DS = TRIANGULATION STATION DISK
 AF9222
 AF9222  HISTORY     - Date     Condition        Report By
 AF9222  HISTORY     - 1960     MONUMENTED       USGS
 AF9222
 AF9222                          STATION DESCRIPTION
 AF9222
 AF9222'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AF9222'STATION IS LOCATED ABOUT 18.0 MI. SW. OF SPUR, TEXAS, AND 11.5 MI. SE.
 AF9222'OF KALGARY, TEXAS, ON SMALL SANDY, MESQUITE COVERED KNOLL.
 AF9222'STATION WAS REACHED FROM SPUR BY GOING S. AND W. ON FARM ROAD 261 FOR
 AF9222'19.6 MI. TO T-RD. S., THENCE S. ALONG GRAVEL RD. FOR 4.4 MI. TO RD.
 AF9222'FORK, THENCE EASTERLY ALONG MAIN TRAVELED RD. FOR 5.0 MI. TO RD. FORK
 AF9222'AT STATION ERIK - ET, THENCE SOUTHERLY ALONG MAIN TRAVELED RD. FOR 1.5
 AF9222'MI. TO RD. FORK, THENCE S. ALONG TRACK RD. FOR 1.2 MI. TO STATION
 AF9222'SITE.  STATION IS ON HIGH POINT OF SMALL SAND KNOLL ABOUT 375 FT. W.
 AF9222'OF RD.
 AF9222'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.3 FT.
 AF9222'ABOVE GROUND, STAMPED---DIVIDE - ET 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1429 ***********************************************************************
 AE1429  DESIGNATION -  DIX
 AE1429  PID         -  AE1429
 AE1429  STATE/COUNTY-  TX/HIDALGO
 AE1429  USGS QUAD   -  LINN NW (1982)
 AE1429
 AE1429                         *CURRENT SURVEY CONTROL
 AE1429  ___________________________________________________________________
 AE1429* NAD 83(1993)-  26 42 02.84586(N)    098 08 31.39294(W)     ADJUSTED  
 AE1429* NAVD 88     -        33.     (meters)     108.     (feet)  SCALED    
 AE1429  ___________________________________________________________________
 AE1429  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AE1429  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AE1429
 AE1429  HORZ ORDER  -  SECOND
 AE1429
 AE1429.The horizontal coordinates were established by classical geodetic methods
 AE1429.and adjusted by the National Geodetic Survey in February 1996..
 AE1429
 AE1429.The orthometric height was scaled from a topographic map.
 AE1429
 AE1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1429
 AE1429.The geoid height was determined by GEOID03.
 AE1429
 AE1429;                    North         East     Units Scale Factor Converg.
 AE1429;SPC TX S     - 5,114,623.004   335,618.169   MT  0.99990844   +0 09 45.0
 AE1429;SPC TX S     -16,780,225.64  1,101,107.28   sFT  0.99990844   +0 09 45.0
 AE1429;UTM  14      - 2,953,582.877   585,347.358   MT  0.99968993   +0 23 07.9
 AE1429
 AE1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1429!SPC TX S     -   0.99999868  x   0.99990844  =   0.99990712
 AE1429!UTM  14      -   0.99999868  x   0.99968993  =   0.99968861
 AE1429
 AE1429|---------------------------------------------------------------------|
 AE1429| PID    Reference Object                     Distance      Geod. Az  |
 AE1429|                                                           dddmmss.s |
 AE1429| CV3117 DIX RM 1                             27.342 METERS 01108     |
 AE1429| CV3116 DIX AZ MK                                          0965855.8 |
 AE1429| CV3118 DIX RM 2                             40.506 METERS 10427     |
 AE1429|---------------------------------------------------------------------|
 AE1429
 AE1429                          SUPERSEDED SURVEY CONTROL
 AE1429
 AE1429  NAD 83(1986)-  26 42 02.85335(N)    098 08 31.36085(W) AD(       ) 2
 AE1429  NAD 27      -  26 42 01.64430(N)    098 08 30.33690(W) AD(       ) 2
 AE1429
 AE1429.Superseded values are not recommended for survey control.
 AE1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1429.See file dsdata.txt to determine how the superseded data were derived.
 AE1429
 AE1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8534753583(NAD 83)
 AE1429_MARKER: DS = TRIANGULATION STATION DISK
 AE1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1429
 AE1429  HISTORY     - Date     Condition        Report By
 AE1429  HISTORY     - 1961     MONUMENTED       CGS
 AE1429
 AE1429                          STATION DESCRIPTION
 AE1429
 AE1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1429'THE STATION IS APPROXIMATELY 13 MILES SOUTH OF RACHAL, 10
 AE1429'MILES NORTH OF LINN, 1-3/4 MILES WEST OF U.S. HIGHWAY 281,
 AE1429'ON PROPERTY OWNED BY MR. T.T. EAST.
 AE1429'
 AE1429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AE1429'AND FARM ROAD 755 IN RACHAL, GO SOUTH ON HIGHWAY 281 FOR
 AE1429'7.75 MILES TO THE BROOKS-HIDALGO COUNTY LINE.  CONTINUE
 AE1429'SOUTH ON HIGHWAY 281 FOR 5.75 MILES TO A SIDE ROAD ON THE
 AE1429'RIGHT AT A PIPELINE CROSSING.  TURN RIGHT AND GO WEST ON A
 AE1429'CALICHE ROAD 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 AE1429'CONTINUE WEST ON THE CALICHE ROAD 0.7 MILE TO TWO GATES AND
 AE1429'THE STATION AS DESCRIBED.
 AE1429'
 AE1429'STATION MARKS ARE STANDARD DISKS STAMPED DIX 1961.  THE SURFACE
 AE1429'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 AE1429'IT IS 74 FEET SOUTH OF THE SOUTH GATE POST OF A WOOD GATE,
 AE1429'73 FEET WEST OF THE WEST GATE POST OF AN ALUMINUM GATE, 21
 AE1429'FEET NORTHEAST OF A T-FENCE CORNER AND 2.7 FEET EAST OF A
 AE1429'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AE1429'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1429'
 AE1429'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DIX NO 1 1961,
 AE1429'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AE1429'IT IS 17 FEET EAST OF THE NORTH GATE POST OF THE WOOD GATE,
 AE1429'12 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 1 FOOT SOUTH
 AE1429'OF A FENCE.
 AE1429'
 AE1429'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DIX NO 2 1961, IS
 AE1429'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 AE1429'79 FEET SOUTH OF THE CENTER OF A ROAD INTERSECTION, 47 FEET
 AE1429'EAST OF THE EAST GATE POST OF THE ALUMINUM GATE AND 1 FOOT
 AE1429'NORTH OF A FENCE.
 AE1429'
 AE1429'AZIMUTH MARK IS A STANDARD DISK STAMPED DIX 1961, SET IN A
 AE1429'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 29 FEET
 AE1429'NORTH OF THE CENTER OF THE CALICHE ROAD, 2.7 FEET WEST OF
 AE1429'A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 AE1429'
 AE1429'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1429'
 AE1429'MODERATE AMOUNT OF CLEARING REGUIRED TO THE SEE THE AZIMUTH
 AE1429'MARK FROM THE GROUND.
 AE1429'
 AE1429'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0640 ***********************************************************************
 AZ0640  DESIGNATION -  DIXIE
 AZ0640  PID         -  AZ0640
 AZ0640  STATE/COUNTY-  TX/KINNEY
 AZ0640  USGS QUAD   -  COW CREEK TANK (1978)
 AZ0640
 AZ0640                         *CURRENT SURVEY CONTROL
 AZ0640  ___________________________________________________________________
 AZ0640* NAD 83(1993)-  29 08 49.06761(N)    100 41 42.60810(W)     ADJUSTED  
 AZ0640* NAVD 88     -       292.7    (meters)     960.     (feet)  VERTCON   
 AZ0640  ___________________________________________________________________
 AZ0640  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AZ0640  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 AZ0640
 AZ0640  HORZ ORDER  -  FIRST
 AZ0640
 AZ0640.The horizontal coordinates were established by classical geodetic methods
 AZ0640.and adjusted by the National Geodetic Survey in February 1996..
 AZ0640
 AZ0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0640
 AZ0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0640
 AZ0640.The geoid height was determined by GEOID03.
 AZ0640
 AZ0640;                    North         East     Units Scale Factor Converg.
 AZ0640;SPC TXSC     - 4,146,780.362   435,086.226   MT  0.99986859   -0 49 49.7
 AZ0640;SPC TXSC     -13,604,895.24  1,427,445.39   sFT  0.99986859   -0 49 49.7
 AZ0640;UTM  14      - 3,225,456.303   335,112.017   MT  0.99993550   -0 49 33.0
 AZ0640
 AZ0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0640!SPC TXSC     -   0.99995759  x   0.99986859  =   0.99982619
 AZ0640!UTM  14      -   0.99995759  x   0.99993550  =   0.99989309
 AZ0640
 AZ0640:                Primary Azimuth Mark                     Grid Az
 AZ0640:SPC TXSC     -  NEELYS RANCH WINDMILL                    101 58 33.5
 AZ0640:UTM  14      -  NEELYS RANCH WINDMILL                    101 58 16.8
 AZ0640
 AZ0640|---------------------------------------------------------------------|
 AZ0640| PID    Reference Object                     Distance      Geod. Az  |
 AZ0640|                                                           dddmmss.s |
 AZ0640| AZ0632 NEELYS RANCH WINDMILL               APPROX.13.8 KM 1010843.8 |
 AZ0640| AZ0639 JAMERSON RANCH WINDMILL             APPROX.13.8 KM 1070202.4 |
 AZ0640| AZ0634 WINDMILL                            APPROX. 8.1 KM 1162059.6 |
 AZ0640| CV3859 DIXIE RM                             15.840 METERS 28454     |
 AZ0640|---------------------------------------------------------------------|
 AZ0640
 AZ0640                          SUPERSEDED SURVEY CONTROL
 AZ0640
 AZ0640  NAD 83(1986)-  29 08 49.06032(N)    100 41 42.58658(W) AD(       ) 1
 AZ0640  NAD 27      -  29 08 48.20700(N)    100 41 41.28100(W) AD(       ) 1
 AZ0640  NGVD 29 (07/19/86)  292.6    (m)          960.     (f) VERT ANG       
 AZ0640
 AZ0640.Superseded values are not recommended for survey control.
 AZ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0640.See file dsdata.txt to determine how the superseded data were derived.
 AZ0640
 AZ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT3511225456(NAD 83)
 AZ0640_MARKER: DS = TRIANGULATION STATION DISK
 AZ0640_SETTING: 0 = UNSPECIFIED SETTING
 AZ0640
 AZ0640  HISTORY     - Date     Condition        Report By
 AZ0640  HISTORY     - 1918     MONUMENTED       CGS
 AZ0640  HISTORY     - 1937     GOOD             TXHD
 AZ0640  HISTORY     - 1975     GOOD             USGS
 AZ0640
 AZ0640                          STATION DESCRIPTION
 AZ0640
 AZ0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AZ0640'STATION IS ABOUT 2 MILES NE OF THE DEL RIO-EAGLE PASS ROAD,
 AZ0640'2-1/2 MILES NE OF THE DIXIE SCHOOLHOUSE 300 METERS (984 FEET)
 AZ0640'W OF THE DIXIE-BRACKETTVILLE WAGON ROAD, ON THE TOP OF THE
 AZ0640'HIGHEST POINT IN THE VICINITY.
 AZ0640'
 AZ0640'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AZ0640'
 AZ0640'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AZ0640'
 AZ0640'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AZ0640'15.840 METERS (51.97 FEET) FROM THE STATION N 75 DEG 05 MIN W.
 AZ0640'
 AZ0640'SILOS AT RANCH DISTANT 2.5 MILES ARE S 56 DEG 44 MIN W
 AZ0640'FROM STATION.
 AZ0640'
 AZ0640'ELEVATION OF STATION, 292.6 METERS (960 FEET).
 AZ0640'
 AZ0640'TO REACH STATION FROM DIXIE FOLLOW THE DIXIE-BRACKETTVILLE
 AZ0640'ROAD 2 MILES TO THE PLACE WHERE THE ROAD ASCENDS A HILL.  TURN
 AZ0640'OFF TO THE W AND FOLLOW THE RIDGE TO THE TOP OF THE HILL AND THE
 AZ0640'STATION.
 AZ0640
 AZ0640                          STATION RECOVERY (1937)
 AZ0640
 AZ0640'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AZ0640'STATION AND REFERENCE MARKS RECOVERED AND FOUND TO BE IN GOOD
 AZ0640'CONDITION.  ORIGINAL DESCRIPTION VAGUE AND FOLLOWING DESCRIPTION
 AZ0640'IS OFFERED--
 AZ0640'
 AZ0640'STATION IS REACHED FROM DEL RIO, BY GOING S ON STATE HIGHWAY 85
 AZ0640'(DEL RIO-EAGLE PASS ROAD) TO THE MACIE-DIXIE ROAD WHICH CROSSES
 AZ0640'STATE HIGHWAY 85, 2.13 MILES S OF PINTO CREEK.  TURN TO THE
 AZ0640'RIGHT OF MACIE-DIXIE ROAD AND FOLLOW THIS ROAD IN A SOUTHWESTERLY
 AZ0640'DIRECTION FOR 1.86 MILES, AT WHICH POINT LEAVE ROAD AND GO
 AZ0640'S 72 DEG W 0.1 MILE TO STATION.
 AZ0640
 AZ0640                          STATION RECOVERY (1975)
 AZ0640
 AZ0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (IJB)
 AZ0640'STATION IS LOCATED ABOUT 19.75 MILES SE OF DEL RIO, TEXAS.
 AZ0640'ABOUT 20.5 MILES SW OF BRACKETVILLE, TEXAS.  ABOUT 14.5 MILES
 AZ0640'NNW OF QUEMADO AND ABOUT 1.5 MILES SW OF U.S. HIGHWAY 277.
 AZ0640'
 AZ0640'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 90
 AZ0640'AND 277 IN DEL RIO, GO SOUTH, ON HIGHWAY 277, 19 MILES TO THE
 AZ0640'JUNCTION OF RANCH ROAD 693 TO THE LEFT AND A PRIVATE ROAD TO THE
 AZ0640'RIGHT.  TURN RIGHT, THROUGH THE LOCKED GATE OF MOODY ESTATES
 AZ0640'AND GO 1.8 MILES SW TO ROAD AT CREST, TURN RIGHT FOR 0.05
 AZ0640'MILE TO SMALL TOP AND THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1261 ***********************************************************************
 DN1261  DESIGNATION -  DIXIE
 DN1261  PID         -  DN1261
 DN1261  STATE/COUNTY-  TX/GRAYSON
 DN1261  USGS QUAD   -  WHITESBORO (1982)
 DN1261
 DN1261                         *CURRENT SURVEY CONTROL
 DN1261  ___________________________________________________________________
 DN1261* NAD 83(1993)-  33 43 24.39025(N)    096 53 34.26699(W)     ADJUSTED  
 DN1261* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 DN1261  ___________________________________________________________________
 DN1261  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 DN1261  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DN1261
 DN1261  HORZ ORDER  -  FIRST
 DN1261
 DN1261.The horizontal coordinates were established by classical geodetic methods
 DN1261.and adjusted by the National Geodetic Survey in February 1996..
 DN1261
 DN1261.The orthometric height was scaled from a topographic map.
 DN1261
 DN1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1261
 DN1261.The geoid height was determined by GEOID03.
 DN1261
 DN1261;                    North         East     Units Scale Factor Converg.
 DN1261;SPC TXNC     - 2,229,221.265   748,940.902   MT  0.99994122   +0 52 35.5
 DN1261;SPC TXNC     - 7,313,703.43  2,457,150.28   sFT  0.99994122   +0 52 35.5
 DN1261;UTM  14      - 3,733,486.124   695,235.916   MT  1.00006993   +1 10 12.8
 DN1261
 DN1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1261!SPC TXNC     -   0.99996606  x   0.99994122  =   0.99990728
 DN1261!UTM  14      -   0.99996606  x   1.00006993  =   1.00003599
 DN1261
 DN1261|---------------------------------------------------------------------|
 DN1261| PID    Reference Object                     Distance      Geod. Az  |
 DN1261|                                                           dddmmss.s |
 DN1261| CX9472 DIXIE RM 1                            9.696 METERS 08708     |
 DN1261| CX9473 DIXIE RM 2                           15.175 METERS 17310     |
 DN1261| DN1263 WHITESBORO MUNICIPAL STANDPIPE      APPROX. 7.7 KM 1901819.5 |
 DN1261| CX9471 DIXIE AZ MK                                        2433558.6 |
 DN1261|---------------------------------------------------------------------|
 DN1261
 DN1261                          SUPERSEDED SURVEY CONTROL
 DN1261
 DN1261  NAD 83(1993)-  33 43 24.39050(N)    096 53 34.26551(W) AD(       ) 1
 DN1261  NAD 83(1986)-  33 43 24.39527(N)    096 53 34.25751(W) AD(       ) 1
 DN1261  NAD 27      -  33 43 24.01370(N)    096 53 33.24320(W) AD(       ) 1
 DN1261
 DN1261.Superseded values are not recommended for survey control.
 DN1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1261.See file dsdata.txt to determine how the superseded data were derived.
 DN1261
 DN1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9523633486(NAD 83)
 DN1261_MARKER: DD = SURVEY DISK
 DN1261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN1261
 DN1261  HISTORY     - Date     Condition        Report By
 DN1261  HISTORY     - 1955     MONUMENTED       USE
 DN1261  HISTORY     - 19790413 MARK NOT FOUND   USGS
 DN1261  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN1261
 DN1261                          STATION DESCRIPTION
 DN1261
 DN1261'DESCRIBED BY US ENGINEERS 1955 (RLE)
 DN1261'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF WHITESBORO AND
 DN1261'ABOUT 0.75 MILE EAST-NORTHEAST OF THE VILLAGE OF DIXIE ON
 DN1261'PROPERTY OWNED BY MR. W.S. CHISUM.  IT IS 7 FEET SOUTHWEST
 DN1261'OF A T FENCE CORNER, 7 FEET WEST OF A FENCE, 5 FEET SOUTHWEST
 DN1261'OF A WITNESS POST AND 3.5 FEET SOUTH OF A FENCE.  IT IS A
 DN1261'STANDARD U.S. ENGINEER DEPARTMENT MARK WELDED TO A 2 INCH
 DN1261'IRON PIPE.  IT IS STAMPED DIXIE AND IS SET 12 INCHES BELOW THE
 DN1261'SURFACE OF THE GROUND.
 DN1261'
 DN1261'R.M. NO. 1 IS 27.8 FEET EAST OF A T FENCE CORNER AND 1 FOOT
 DN1261'SOUTH OF A FENCE.  IT IS STAMPED DIXIE USE NO 1 1955 AND IS
 DN1261'SET FLUSH.
 DN1261'
 DN1261'R.M. NO. 2 IS 51 FEET SOUTH OF A T FENCE CORNER AND 1 FOOT
 DN1261'WEST OF A FENCE.  IT IS STAMPED DIXIE USE NO 2 1955 AND PROJECTS
 DN1261'3 INCHES.
 DN1261'
 DN1261'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 57.2 FEET.
 DN1261'
 DN1261'THE AZIMUTH MARK IS 70 FEET EAST OF THE CENTER OF STATE HIGHWAY
 DN1261'901, 32 FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE
 DN1261'AND 1 FOOT SOUTH OF A WITNESS POST.  IT IS STAMPED DIXIE USE
 DN1261'1955 AND PROJECTS 3 INCHES.
 DN1261'
 DN1261'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND
 DN1261'STATE HIGHWAY 901 (45 YARDS WEST OF THE POST OFFICE) IN
 DN1261'WHITESBORO, GO NORTH ON STATE 901 FOR 4.0 MILES TO A SIDE ROAD
 DN1261'RIGHT AND THE DIXIE STORE IN THE NORTHEAST ANGLE.  TURN
 DN1261'RIGHT AND GO EAST ON A BLADED ROAD FOR 0.5 MILE TO A CATTLE
 DN1261'GUARD AND DRIVEWAY ON THE LEFT.  TURN LEFT, CROSSING CATTLE
 DN1261'GUARD AND GO NORTH FOR 0.25 MILE TO MR. CHISUMS RANCH HOME.
 DN1261'CONTINUE NORTH AND NORTHEAST AROUND THE EAST SIDE OF THE HOUSE
 DN1261'FOR 0.35 MILE TO THE STATION AS DESCRIBED.
 DN1261'
 DN1261'TO REACH THE AZIMUTH MARK FROM THE CATTLE GUARD AND DRIVEWAY,
 DN1261'GO WEST FOR 0.5 MILE TO STATE HIGHWAY 901.  TURN RIGHT AND GO
 DN1261'NORTH ON STATE 901 FOR 0.15 MILE TO THE MARK ON THE RIGHT
 DN1261'AS DESCRIBED.
 DN1261
 DN1261                          STATION RECOVERY (1979)
 DN1261
 DN1261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLP)
 DN1261'MARK NOT FOUND.
 DN1261
 DN1261                          STATION RECOVERY (1995)
 DN1261
 DN1261'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1108 ***********************************************************************
 DN1108  DESIGNATION -  DIXON
 DN1108  PID         -  DN1108
 DN1108  STATE/COUNTY-  TX/HUNT
 DN1108  USGS QUAD   -  GREENVILLE SE (1962)
 DN1108
 DN1108                         *CURRENT SURVEY CONTROL
 DN1108  ___________________________________________________________________
 DN1108* NAD 83(1993)-  33 03 05.14711(N)    096 01 06.71532(W)     ADJUSTED  
 DN1108* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 DN1108  ___________________________________________________________________
 DN1108  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 DN1108  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DN1108
 DN1108  HORZ ORDER  -  SECOND
 DN1108
 DN1108.The horizontal coordinates were established by classical geodetic methods
 DN1108.and adjusted by the National Geodetic Survey in February 1996..
 DN1108
 DN1108.The orthometric height was scaled from a topographic map.
 DN1108
 DN1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1108
 DN1108.The geoid height was determined by GEOID03.
 DN1108
 DN1108;                    North         East     Units Scale Factor Converg.
 DN1108;SPC TXNC     - 2,156,292.779   831,715.452   MT  0.99987262   +1 21 12.2
 DN1108;SPC TXNC     - 7,074,437.23  2,728,719.78   sFT  0.99987262   +1 21 12.2
 DN1108;UTM  14      - 3,660,941.253   778,405.901   MT  1.00055580   +1 37 37.6
 DN1108;UTM  15      - 3,661,040.216   218,131.802   MT  1.00057972   -1 38 50.5
 DN1108
 DN1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1108!SPC TXNC     -   0.99998047  x   0.99987262  =   0.99985309
 DN1108!UTM  14      -   0.99998047  x   1.00055580  =   1.00053626
 DN1108!UTM  15      -   0.99998047  x   1.00057972  =   1.00056018
 DN1108
 DN1108|---------------------------------------------------------------------|
 DN1108| PID    Reference Object                     Distance      Geod. Az  |
 DN1108|                                                           dddmmss.s |
 DN1108| CX9476 DIXON RM 1                           34.342 METERS 06922     |
 DN1108| CX9479 DIXON RM 4                           32.260 METERS 08536     |
 DN1108| CX9475 DIXON AZ MK 2                                      1591225.3 |
 DN1108| CX9474 DIXON AZ MK                                        1593718.6 |
 DN1108| CX9477 DIXON RM 2                           46.311 METERS 16815     |
 DN1108| DN1106 BETHEL                              APPROX. 8.5 KM 2664658.8 |
 DN1108| DN1105 MAJORS FIELD BEACON                 APPROX. 5.0 KM 2845154.1 |
 DN1108| DN1107 MAJORS FIELD STANDPIPE              APPROX. 5.4 KM 2904049.5 |
 DN1108| DN1101 GREENVILLE CEN CHRISTIAN CH         APPROX.12.9 KM 3190321.2 |
 DN1108| DN1102 GREENVILLE RAD STA KGVL MAST        APPROX.14.9 KM 3294718.5 |
 DN1108| CX9478 DIXON RM 3                           18.596 METERS 34716     |
 DN1108|---------------------------------------------------------------------|
 DN1108
 DN1108                          SUPERSEDED SURVEY CONTROL
 DN1108
 DN1108  NAD 83(1993)-  33 03 05.14948(N)    096 01 06.71296(W) AD(       ) 2
 DN1108  NAD 83(1986)-  33 03 05.15398(N)    096 01 06.70300(W) AD(       ) 2
 DN1108  NAD 27      -  33 03 04.73300(N)    096 01 05.80900(W) AD(       ) 2
 DN1108
 DN1108.Superseded values are not recommended for survey control.
 DN1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1108.See file dsdata.txt to determine how the superseded data were derived.
 DN1108
 DN1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7840660941(NAD 83)
 DN1108_MARKER: DS = TRIANGULATION STATION DISK
 DN1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1108_STAMPING: DIXON 1949
 DN1108_MARK LOGO: NGS   
 DN1108_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1108+STABILITY: SURFACE MOTION
 DN1108
 DN1108  HISTORY     - Date     Condition        Report By
 DN1108  HISTORY     - 1949     MONUMENTED       CGS
 DN1108  HISTORY     - 1956     GOOD             CGS
 DN1108  HISTORY     - 1957     MARK NOT FOUND   CGS
 DN1108  HISTORY     - 1971     MARK NOT FOUND   BULE
 DN1108  HISTORY     - 1978     GOOD             NGS
 DN1108  HISTORY     - 19830628 GOOD             NGS
 DN1108  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN1108
 DN1108                          STATION DESCRIPTION
 DN1108
 DN1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 DN1108'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHEAST OF GREENVILLE,
 DN1108'1.5 MILE SOUTHEAST OF THE VILLAGE OF DIXON AND ALONG THE
 DN1108'EAST-NORTHEAST SIDE OF HIGHWAY 69.  IT IS 56.5 FEET SOUTHEAST
 DN1108'OF A FENCE CORNER AND 54 FEET EAST-NORTHEAST OF THE CENTERLINE
 DN1108'OF HIGHWAY 69.  THE MARK IS ABOUT 16 INCHES BELOW THE SURFACE
 DN1108'OF THE GROUND AND THE DISK IS STAMPED DIXON 1949.
 DN1108'
 DN1108'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 2.5
 DN1108'FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 DN1108'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED DIXON RM
 DN1108'1 1949.
 DN1108'
 DN1108'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, 30
 DN1108'FEET EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 DN1108'13.5 FEET NORTH-NORTHWEST OF A COOKS PAINT SIGN.  THE MARK
 DN1108'PROJECTS 4 INCHES AND THE DISK IS STAMPED DIXON RM 2 1949.
 DN1108'
 DN1108'AZIMUTH MARK IS ABOUT 0.8 MILE SOUTH-SOUTHEAST OF THE STATION,
 DN1108'30 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DN1108'12 FEET WEST-NORTHWEST OF A LONE TREE AND 3.5 FEET NORTHWEST
 DN1108'OF A WITNESS POST.  THE MARK PROJECT 4 INCHES AND THE DISK
 DN1108'IS STAMPED DIXON 1949.
 DN1108'
 DN1108'TO REACH FROM THE TRAFFIC LIGHT AT THE JUNCTION OF HIGHWAYS
 DN1108'69 AND 34 IN THE SOUTH EDGE OF GREENVILLE, GO SOUTHEAST ON
 DN1108'HIGHWAY 69 8.0 MILES TO A SIDE ROAD RIGHT AND THE STATION
 DN1108'ON THE LEFT, CONTINUE SOUTHEAST 0.8 MILE TO THE AZIMUTH MARK
 DN1108'ON THE LEFT.
 DN1108'
 DN1108'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DN1108
 DN1108                          STATION RECOVERY (1956)
 DN1108
 DN1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 DN1108'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DN1108'DESCRIBED.  DUE TO NEW HIGHWAY CONSTRUCTION, THE AZIMUTH
 DN1108'MARK AND REFERENCE MARKS WERE REMOVED AND NEW MARKS WERE
 DN1108'SET, OUT OF THE HIGHWAY CONSTRUCTION AREA, IN 1956.
 DN1108'
 DN1108'THE STATION IS ABOUT 8.0 MILES SOUTHEAST OF GREENVILLE, 1.5
 DN1108'MILES SOUTH OF THE VILLAGE OF DIXON AND ALONG THE NORTHEAST
 DN1108'SIDE OF HIGHWAY NO. 69.  THE STATION IS 9 FEET SOUTHWEST OF
 DN1108'THE NORTHEAST RIGHT-OF-WAY LINE.  THE MARK IS ABOUT 14 INCHES
 DN1108'BELOW THE SURFACE OF THE GROUND AND IS ABOUT 45 FEET SOUTH
 DN1108'OF A FENCE CORNER.
 DN1108'
 DN1108'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DIXON 1949
 DN1108'NO. 3 1956 IN CONCRETE 1 FOOT EAST OF THE NORTHEAST RIGHT-OF-WAY
 DN1108'FENCE LINE AND 15 FEET NORTH OF THE FENCE CORNER.  IT PROJECTS
 DN1108'ABOUT 4 INCHES.
 DN1108'
 DN1108'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED DIXON 1949,
 DN1108'NO. 4 1956 IN CONCRETE PROJECTING ABOUT 6 INCHES, 1 FOOT NORTH
 DN1108'OF A 4 X 4 POST AND IS ALONG THE SOUTH SIDE OF A DITCH.
 DN1108'
 DN1108'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DIXON AZI 2 1949
 DN1108'1956 IN CONCRETE PROJECTING ABOUT 3 INCHES, 4 FEET NORTH OF
 DN1108'A BLACK 4 X 4 POST, ABOUT 30 FEET NORTH OF A DITCH AND IN
 DN1108'THE NORTHEAST RIGHT-OF-WAY LINE.
 DN1108'
 DN1108'TO REACH FROM THE TRAFFIC LIGHT AT THE JUNCTION OF HIGHWAYS
 DN1108'NOS. 69 AND 34 AT THE SOUTH EDGE OF GREENVILLE, GO SOUTHEAST
 DN1108'ON HIGHWAY NO. 69, 8 MILES TO THE STATION ON THE LEFT AS
 DN1108'DESCRIBED.  CONTINUE SOUTHEAST ON THE HIGHWAY 0.8 MILE TO THE
 DN1108'AZIMUTH MARK ON THE LEFT.
 DN1108
 DN1108                          STATION RECOVERY (1957)
 DN1108
 DN1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DN1108'STATION, REFERENCE MARK NO. 4 AND THE AZIMUTH MARK WERE
 DN1108'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK
 DN1108'HAD BEEN RESET.  IT IS STILL ABOUT 0.8 MILE SOUTH OF STATION
 DN1108'EAST OF COUNTY ROAD INTERSECTION AND JUST BEFORE CURVE TO
 DN1108'LEFT GOING SOUTH.  REFERENCE MARKS NO. 1 AND NO. 2 HAVE
 DN1108'BEEN DESTROYED.  HIGHWAY CONSTRUCTION GOING ON AND STATION
 DN1108'MAY BE LOST.
 DN1108
 DN1108                          STATION RECOVERY (1971)
 DN1108
 DN1108'RECOVERY NOTE BY BULE AND ASSOCIATES 1971 (ES)
 DN1108'DIXON-BELIEVE TO BE DESTROYED ONLY REF. 4 FOUND
 DN1108
 DN1108                          STATION RECOVERY (1978)
 DN1108
 DN1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 DN1108'STATION, REFERENCE MARK NO. 4, REFERENCE MARK NO. 3 WERE RECOVERED
 DN1108'AS DESCRIBED IN 1956.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 DN1108'RECOVERED.
 DN1108'
 DN1108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES SE
 DN1108'OF GREENVILLE.
 DN1108
 DN1108                          STATION RECOVERY (1983)
 DN1108
 DN1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 DN1108'THE STATION, REFERENCE MARK 3 AND AZIMUTH MARK 2 WERE FOUND IN GOOD
 DN1108'CONDITION.  REFERENCE MARK 4 WAS FOUND LEANING AND RESET IN THE HOLE.
 DN1108'THE AZIMUTH MARK WAS NOT MEASURED TO DUE TO THE HAZE AND EDMI NOT
 DN1108'HAVING ENOUGH RANGE.  THE STATION IS LOCATED 12.80 KM (7.95 MI)
 DN1108'SOUTHEAST OF GREENVILLE, 2.40 KM (1.50 MI) SOUTH OF DIXON ON THE
 DN1108'NORTHEAST RIGHT OF WAY OF U.S HIGHWAY 69.  TO REACH FROM THE JUNCTION
 DN1108'OF INTERSTATE HIGHWAY 30 AND U.S HIGHWAY 69 IN GREENVILLE, GO SOUTH ON
 DN1108'U.S HIGHWAY 69 FOR 13.60 KM (8.45 MI) TO THE STATION ON THE LEFT AS
 DN1108'DESCRIBED.  STATION MARK, STAMPED---DIXON 1949---, IS A STANDARD DISK
 DN1108'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT SET 12 CM BELOW GROUND.
 DN1108'IT IS 13.29 METERS (43.60 FT) NORTHEAST OF THE CENTER OF U.S HIGHWAY
 DN1108'69, 13.72 METERS (45.01 FT) SOUTH OF A FENCE CORNER AND 2.74 METERS
 DN1108'(8.99 FT) SOUTHWEST OF A WITNESS POST SET IN A FENCE LINE. REFERENCE
 DN1108'MARK 3, STAMPED---DIXON 1949 NO 3 1956---, IS A STANDARD DISK SET IN
 DN1108'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 DN1108'18.41 METERS (60.40 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 4.57
 DN1108'METERS (14.99 FT) NORTH OF THE FENCE CORNER AND 0.12 METERS (0.39 FT)
 DN1108'EAST OF THE FENCE.  REFERENCE MARK 4, STAMPED---DIXON 1949 NO 4
 DN1108'1956---, IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 DN1108'MONUMENT FLUSH WITH THE GROUND.  IT IS 53.04 METERS (174.02 FT)
 DN1108'NORTHEAST OF THE CENTER OF THE HIGHWAY, 34.75 METERS (114.01 FT)
 DN1108'NORTHEAST OF A FENCE AND ON THE SOUTH EDGE OF A DITCH.  AZIMUTH MARK,
 DN1108'STAMPED---DIXON AZI 2 1949 1956---, IS A STANDARD DISK SET IN THE TOP
 DN1108'OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 18.29
 DN1108'METERS (60.01 FT) NORTHEAST OF THE HIGHWAY, 9.14 METERS (29.99 FT)
 DN1108'NORTH OF THE CENTER OF A DRAINAGE DITCH AND 0.12 METER (0.39 FT)
 DN1108'SOUTHWEST OF A FENCE.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 DN1108'SOUTHEAST ON U.S HIGHWAY 69 FOR 1.28 KM (0.80 MI) TO THE MARK ON THE
 DN1108'LEFT.
 DN1108
 DN1108                          STATION RECOVERY (1994)
 DN1108
 DN1108'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1677 ***********************************************************************
 FL1677  DESIGNATION -  DIXON
 FL1677  PID         -  FL1677
 FL1677  STATE/COUNTY-  TX/HUTCHINSON
 FL1677  USGS QUAD   -  PLEMONS (1978)
 FL1677
 FL1677                         *CURRENT SURVEY CONTROL
 FL1677  ___________________________________________________________________
 FL1677* NAD 83(1993)-  35 45 48.13490(N)    101 22 11.51663(W)     ADJUSTED  
 FL1677* NAVD 88     -       942.     (meters)    3091.     (feet)  SCALED    
 FL1677  ___________________________________________________________________
 FL1677  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FL1677  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FL1677
 FL1677  HORZ ORDER  -  SECOND
 FL1677
 FL1677.The horizontal coordinates were established by classical geodetic methods
 FL1677.and adjusted by the National Geodetic Survey in February 1996..
 FL1677
 FL1677.The orthometric height was scaled from a topographic map.
 FL1677
 FL1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1677
 FL1677.The geoid height was determined by GEOID03.
 FL1677
 FL1677;                    North         East     Units Scale Factor Converg.
 FL1677;SPC TX N     - 1,195,632.062   211,767.499   MT  0.99992900   +0 04 31.5
 FL1677;SPC TX N     - 3,922,669.52    694,773.87   sFT  0.99992900   +0 04 31.5
 FL1677;UTM  14      - 3,960,293.743   285,753.858   MT  1.00016565   -1 23 08.0
 FL1677
 FL1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1677!SPC TX N     -   0.99985635  x   0.99992900  =   0.99978536
 FL1677!UTM  14      -   0.99985635  x   1.00016565  =   1.00002197
 FL1677
 FL1677|---------------------------------------------------------------------|
 FL1677| PID    Reference Object                     Distance      Geod. Az  |
 FL1677|                                                           dddmmss.s |
 FL1677| CJ6225 DIXON RM 1                           12.949 METERS 13104     |
 FL1677| FL1659 BORGER DOWELL INC RADIO MAST        APPROX.11.4 KM 1874406.3 |
 FL1677| FL1660 BORGER RADIO STATION KHUZ MAST      APPROX. 8.9 KM 1900603.0 |
 FL1677| CJ6226 DIXON RM 2                            9.043 METERS 20237     |
 FL1677| CJ6224 DIXON AZ MK                                        3230651.6 |
 FL1677|---------------------------------------------------------------------|
 FL1677
 FL1677                          SUPERSEDED SURVEY CONTROL
 FL1677
 FL1677  NAD 83(1993)-  35 45 48.13554(N)    101 22 11.51531(W) AD(       ) 2
 FL1677  NAD 83(1986)-  35 45 48.14278(N)    101 22 11.50539(W) AD(       ) 2
 FL1677  NAD 27      -  35 45 47.99300(N)    101 22 09.91400(W) AD(       ) 2
 FL1677
 FL1677.Superseded values are not recommended for survey control.
 FL1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1677.See file dsdata.txt to determine how the superseded data were derived.
 FL1677
 FL1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8575460294(NAD 83)
 FL1677_MARKER: DS = TRIANGULATION STATION DISK
 FL1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1677
 FL1677  HISTORY     - Date     Condition        Report By
 FL1677  HISTORY     - 1951     MONUMENTED       CGS
 FL1677  HISTORY     - 1964     GOOD             CGS
 FL1677
 FL1677                          STATION DESCRIPTION
 FL1677
 FL1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1677'THE STATION IS LOCATED ON THE TOP AND HIGHEST POINT OF A BLUFF
 FL1677'THAT DROPS OFF SHARPLY TO THE SOUTH, ABOUT 6 MILES AIRLINE
 FL1677'NORTH OF BORGER, ABOUT 6 MILES AIRLINE SOUTHEAST OF STINNETT,
 FL1677'AND ABOUT 1 MILE AIRLINE NORTHWEST OF THE CANADIAN RIVER.
 FL1677'
 FL1677'TO REACH THE STATION FROM THE HUTCHISON COUNTY COURT HOUSE IN
 FL1677'STINNETT, GO SOUTH ON STATE HIGHWAY 117 FOR 2.4 MILES TO A
 FL1677'SIDE ROAD ON THE LEFT.  TURN LEFT, AS PER SIGN, DIAL AND GO 3.4
 FL1677'MILES TO THE U.S. POST OFFICE ON THE RIGHT.  KEEP STRAIGHT AHEAD,
 FL1677'SOUTH, AND GO 0.2 MILE TO A FORK.  TURN LEFT AND GO 0.8 MILE
 FL1677'TO A CROSS ROAD.  TURN RIGHT AND GO 0.3 MILE TO A FORK.  TURN
 FL1677'RIGHT AND GO 0.3 MILE TO A CROSS ROAD.  TURN LEFT AND GO ABOUT
 FL1677'25 YARDS TO A CROSS ROAD.  KEEP STRAIGHT AHEAD ON AN OILED
 FL1677'ROAD, SOUTHEAST, AND GO 0.3 MILE TO THE TOP OF A LOW HILL AND
 FL1677'THE AZIMUTH MARK ON THE RIGHT.  KEEP STRAIGHT AHEAD AND GO
 FL1677'0.8 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, UPHILL,
 FL1677'AND GO 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 FL1677'
 FL1677'THE STATION MARK IS A STANDARD DISK STAMPED DIXON 1951 SET IN
 FL1677'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 FL1677'ABOVE THE GROUND.  IT IS 150 FEET SOUTH OF THE CENTERLINE OF A
 FL1677'GRAVELED ROAD, 45 FEET NORTH OF THE EDGE OF A HIGH BLUFF, AND
 FL1677'8.0 FEET SOUTHWEST OF A WHITE WITNESS POST.
 FL1677'
 FL1677'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DIXON NO 1
 FL1677'1951 SET IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS
 FL1677'ABOUT 1 INCH ABOVE THE GROUND.  IT IS 50 FEET NORTH OF THE
 FL1677'EDGE OF THE BLUFF AND 2 FEET LOWER THAN THE STATION.
 FL1677'
 FL1677'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DIXON NO 2
 FL1677'1951 SET IN A DRILL HOLE IN THE TOP OF A BOULDER THAT IS FLUSH
 FL1677'WITH THE GROUND.  IT IS 15 FEET NORTH OF THE EDGE OF THE BLUFF
 FL1677'AND 2 FEET LOWER THAN THE STATION.
 FL1677'
 FL1677'THE AZIMUTH MARK IS LOCATED ON THE SOUTHWEST SIDE OF THE ROAD
 FL1677'LEADING TO THE STATION, AND IS A STANDARD DISK STAMPED DIXON
 FL1677'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1677'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 16 FEET SOUTHWEST OF
 FL1677'THE CENTERLINE OF THE ROAD.
 FL1677
 FL1677                          STATION RECOVERY (1964)
 FL1677
 FL1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1677'STATION, AZIMUTH MARK, AND R.M. NO. 2 WERE RECOVERED AS
 FL1677'DESCRIBED IN GOOD CONDITION.
 FL1677'
 FL1677'R.M. NO. 1 WAS FOUND TO BE LOOSE ON TOP OF THE GROUND AND DISK
 FL1677'WAS REMOVED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0595 ***********************************************************************
 AZ0595  DESIGNATION -  DOBBS
 AZ0595  PID         -  AZ0595
 AZ0595  STATE/COUNTY-  TX/EDWARDS
 AZ0595  USGS QUAD   -  WILEY WATERHOLE (1974)
 AZ0595
 AZ0595                         *CURRENT SURVEY CONTROL
 AZ0595  ___________________________________________________________________
 AZ0595* NAD 83(1993)-  29 38 38.52532(N)    100 25 24.29150(W)     ADJUSTED  
 AZ0595* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 AZ0595  ___________________________________________________________________
 AZ0595  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AZ0595  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 AZ0595
 AZ0595  HORZ ORDER  -  FIRST
 AZ0595
 AZ0595.The horizontal coordinates were established by classical geodetic methods
 AZ0595.and adjusted by the National Geodetic Survey in February 1996..
 AZ0595
 AZ0595.The orthometric height was scaled from a topographic map.
 AZ0595
 AZ0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0595
 AZ0595.The geoid height was determined by GEOID03.
 AZ0595
 AZ0595;                    North         East     Units Scale Factor Converg.
 AZ0595;SPC TXSC     - 4,201,513.028   462,192.802   MT  0.99987774   -0 41 50.5
 AZ0595;SPC TXSC     -13,784,463.99  1,516,377.55   sFT  0.99987774   -0 41 50.5
 AZ0595;UTM  14      - 3,280,189.200   362,220.388   MT  0.99983423   -0 42 14.9
 AZ0595
 AZ0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0595!SPC TXSC     -   0.99989578  x   0.99987774  =   0.99977353
 AZ0595!UTM  14      -   0.99989578  x   0.99983423  =   0.99973003
 AZ0595
 AZ0595|---------------------------------------------------------------------|
 AZ0595| PID    Reference Object                     Distance      Geod. Az  |
 AZ0595|                                                           dddmmss.s |
 AZ0595| CV3861 DOBBS RM 1                            4.113 METERS 06106     |
 AZ0595| CV3860 DOBBS AZ MK                                        0963646.1 |
 AZ0595| CV3862 DOBBS RM 2                            5.663 METERS 20155     |
 AZ0595|---------------------------------------------------------------------|
 AZ0595
 AZ0595                          SUPERSEDED SURVEY CONTROL
 AZ0595
 AZ0595  NAD 83(1986)-  29 38 38.52073(N)    100 25 24.27488(W) AD(       ) 1
 AZ0595  NAD 27      -  29 38 37.71200(N)    100 25 22.98100(W) AD(       ) 1
 AZ0595
 AZ0595.Superseded values are not recommended for survey control.
 AZ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0595.See file dsdata.txt to determine how the superseded data were derived.
 AZ0595
 AZ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT6222080189(NAD 83)
 AZ0595_MARKER: DS = TRIANGULATION STATION DISK
 AZ0595_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0595
 AZ0595  HISTORY     - Date     Condition        Report By
 AZ0595  HISTORY     - 1935     MONUMENTED       CGS
 AZ0595  HISTORY     - 1937     GOOD             TXHD
 AZ0595  HISTORY     - 1971     GOOD             NGS
 AZ0595
 AZ0595                          STATION DESCRIPTION
 AZ0595
 AZ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0595'STATION IS ABOUT 1-1/2 MILES N OF THE KINNEY-EDWARDS COUNTY LINE
 AZ0595'AND ABOUT 3 MILES W OF THE W NUECES RIVER.
 AZ0595'
 AZ0595'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 AZ0595'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 AZ0595'
 AZ0595'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SE OF STATION.  TO
 AZ0595'REACH, RETURN TO ROAD AND GO 0.1 MILE S TO RED GATE AND
 AZ0595'MARK ON E.  MARK IS 70 FEET E OF CENTER LINE OF ROAD, 30 FEET
 AZ0595'NE OF RED GATE, AND 15 FEET E OF FENCE.
 AZ0595'
 AZ0595'TO REACH THE STATION FROM THE POST OFFICE IN BRACKETTVILLE,
 AZ0595'GO N ON THE ROCKSPRINGS ROAD 0.8 MILE TO CROSSROADS, CONTINUE
 AZ0595'AHEAD (N) FOR 23.75 MILES OR FOR 2.55 MILES AFTER PASSING
 AZ0595'LONE TREE IN THE MIDDLE OF THE ROAD.  END OF TRUCK TRAVEL.
 AZ0595'STATION IS ON A HIGH, SHARP, ROCKY PEAK ABOUT 0.2 MILE TO THE
 AZ0595'LEFT (W).
 AZ0595'
 AZ0595'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 AZ0595
 AZ0595                          STATION RECOVERY (1937)
 AZ0595
 AZ0595'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AZ0595'ORIGINAL DESCRIPTION IS SATISFACTORY.  STATION AND REFERENCE
 AZ0595'MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AZ0595
 AZ0595                          STATION RECOVERY (1971)
 AZ0595
 AZ0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 AZ0595'THIS STATION WAS USED FOR AZIMUTH CONTROL ONLY, AND WAS NOT
 AZ0595'OCCUPIED, THUS DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 AZ0595'WERE NOT REMEASURED.
 AZ0595'
 AZ0595'THE STATION IS LOCATED NORTH ABOUT 23 MILES AIRLINE DISTANCE
 AZ0595'FROM BRACKETTVILLE, TEXAS, AND SOUTH-SOUTHWEST ABOUT 28 MILES
 AZ0595'AIRLINE DISTANCE FROM ROCKSPRINGS, TEXAS.  IT IS 1.4 MILES NORTH
 AZ0595'OF EDWARDS-KINNEY COUNTY LINE AND 0.2 MILE SOUTHWEST OF RANCH
 AZ0595'ROAD 674 ON SHARP, ROCKY TOP ON LAND OWNED BY T.W. WINTERS.
 AZ0595'
 AZ0595'TO REACH FROM BRACKETTVILLE, TEXAS, GO 24.6 MILES NORTH ON RANCH
 AZ0595'ROAD 674 TO A POINT WHERE HIGHWAY PASSES THROUGH A PROMINENT
 AZ0595'SADDLE, FROM SADDLE PACK ABOUT 800 FEET SOUTHWEST TO STATION
 AZ0595'SITE ON HIGHEST POINT.
 AZ0595'
 AZ0595'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 AZ0595'DISKS, SET FLUSH WITH THE GROUND IN OUTCROPPING BEDROCK.
 AZ0595'
 AZ0595'STATION MARK--DIST STAMPED, DOBBS 1935.
 AZ0595'
 AZ0595'REFERENCE MARK NO. 1--DISK STAMPED.  DOBBS-NO. 1 1935.
 AZ0595'
 AZ0595'REFERENCE MARK NO. 2--DISK STAMPED, DOBBS-NO. 2 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0616 ***********************************************************************
 AO0616  DESIGNATION -  DOBIE
 AO0616  PID         -  AO0616
 AO0616  STATE/COUNTY-  TX/LA SALLE
 AO0616  USGS QUAD   -  PIEDRA CREEK NW (1974)
 AO0616
 AO0616                         *CURRENT SURVEY CONTROL
 AO0616  ___________________________________________________________________
 AO0616* NAD 83(1993)-  28 07 43.82994(N)    098 56 27.46121(W)     ADJUSTED  
 AO0616* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 AO0616  ___________________________________________________________________
 AO0616  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AO0616  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AO0616
 AO0616  HORZ ORDER  -  FIRST
 AO0616
 AO0616.The horizontal coordinates were established by classical geodetic methods
 AO0616.and adjusted by the National Geodetic Survey in February 1996..
 AO0616
 AO0616.The orthometric height was scaled from a topographic map.
 AO0616
 AO0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0616
 AO0616.The geoid height was determined by GEOID03.
 AO0616
 AO0616;                    North         East     Units Scale Factor Converg.
 AO0616;SPC TXSC     - 4,032,754.055   605,800.700   MT  1.00008277   +0 01 44.1
 AO0616;SPC TXSC     -13,230,793.93  1,987,531.13   sFT  1.00008277   +0 01 44.1
 AO0616;SPC TX S     - 5,272,882.245   256,674.176   MT  1.00008816   -0 12 00.7
 AO0616;SPC TX S     -17,299,447.83    842,105.19   sFT  1.00008816   -0 12 00.7
 AO0616;UTM  14      - 3,111,476.362   505,797.901   MT  0.99960041   +0 01 40.2
 AO0616
 AO0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0616!SPC TXSC     -   0.99998810  x   1.00008277  =   1.00007087
 AO0616!SPC TX S     -   0.99998810  x   1.00008816  =   1.00007626
 AO0616!UTM  14      -   0.99998810  x   0.99960041  =   0.99958851
 AO0616
 AO0616|---------------------------------------------------------------------|
 AO0616| PID    Reference Object                     Distance      Geod. Az  |
 AO0616|                                                           dddmmss.s |
 AO0616| CV3864 DOBIE RM 1                           29.649 METERS 06039     |
 AO0616| CV3863 DOBIE AZ MK                                        1374508.8 |
 AO0616| CV3865 DOBIE RM 2                           27.817 METERS 14656     |
 AO0616|---------------------------------------------------------------------|
 AO0616
 AO0616                          SUPERSEDED SURVEY CONTROL
 AO0616
 AO0616  NAD 83(1986)-  28 07 43.83233(N)    098 56 27.43602(W) AD(       ) 1
 AO0616  NAD 27      -  28 07 42.80600(N)    098 56 26.35400(W) AD(       ) 1
 AO0616
 AO0616.Superseded values are not recommended for survey control.
 AO0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0616.See file dsdata.txt to determine how the superseded data were derived.
 AO0616
 AO0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS0579811476(NAD 83)
 AO0616_MARKER: DS = TRIANGULATION STATION DISK
 AO0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0616_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0616
 AO0616  HISTORY     - Date     Condition        Report By
 AO0616  HISTORY     - 1935     MONUMENTED       CGS
 AO0616
 AO0616                          STATION DESCRIPTION
 AO0616
 AO0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0616'STATION IS LOCATED ON THE DOBIE RANCH, 27-1/4 MILES SE OF COTULLA,
 AO0616'AND 4-1/4 MILES ESE OF THE BURKS RANCH HOUSE, AT A CROSS
 AO0616'ROAD WHICH IS 1-3/4 MILES NE OF THE DOBIE RANCH HOUSE AND AT
 AO0616'THE NW CORNER OF A FIELD.
 AO0616'
 AO0616'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0616'BRONZE DISKS SET IN CONCRETE.
 AO0616'
 AO0616'STATION IS 20 FEET N OF N GATEPOST AT CROSS ROAD.  7.0 FEET
 AO0616'E OF AN N-S FENCE LINE.
 AO0616'
 AO0616'REFERENCE MARK NO. 1 IS 18 FEET W OF CENTER LINE OF ROAD
 AO0616'IN N-S FENCE LINE.
 AO0616'
 AO0616'REFERENCE MARK NO. 2 IS 15 FEET N OF CENTER LINE OF ROAD.
 AO0616'
 AO0616'AZIMUTH MARK IS 0.45 MILE SE OF STATION, 12 FEET W OF CENTER
 AO0616'LINE OF ROAD, 16 FEET N OF GATE ACROSS ROAD.
 AO0616'
 AO0616'TO REACH STATION FROM THE POST OFFICE IN COTULLA GO S FOR 4-1/2
 AO0616'BLOCKS, THEN TURN LEFT ACROSS RAILROAD AT COTULLA MACHINE SHOP
 AO0616'FOR 4 BLOCKS, THEN TURN RIGHT AT THE IGLESIA METODISTA FOR
 AO0616'1 BLOCK, TURN LEFT AT SINCLAIR STATION AND FOLLOW MAIN
 AO0616'RIVER ROAD S FOR 1.3 MILES, THEN TURN LEFT AT ROAD END FOR
 AO0616'6.9 MILES, THEN TAKE MAIN ROAD RIGHT AT ANOTHER ROAD END FOR
 AO0616'2.35 MILES, THEN KEEP STRAIGHT AT T-ROAD FOR 2.6 MILES, THEN
 AO0616'TURN LEFT AT 2-STORY WHITE HOUSE ON RIGHT FOR 0.9 MILE, TURN
 AO0616'SHARP RIGHT AND FOLLOW FORT EWELL ROAD SSE FOR 12.8 MILES TO
 AO0616'BURKS RANCH HOUSE ON RIGHT.  TAKE LEFT FORK AT BURKS RANCH
 AO0616'HOUSE FOR 4.45 MILES, THEN TURN LEFT THRU CATTLE GUARD AT LOS
 AO0616'ALMOS RANCH SIGN FOR 0.1 MILE TO DOBIE RANCH HOUSE.
 AO0616'TAKE ROAD THRU GATE AT RIGHT OF BARNS AND FOLLOW LEFT
 AO0616'FORK NE FOR 1.7 MILES TO CROSSROADS AT EDGE OF FIELD AND
 AO0616'STATION.
 AO0616'
 AO0616'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0645 ***********************************************************************
 AZ0645  DESIGNATION -  DOBKINS
 AZ0645  PID         -  AZ0645
 AZ0645  STATE/COUNTY-  TX/VAL VERDE
 AZ0645  USGS QUAD   -  DEL RIO SE (1972)
 AZ0645
 AZ0645                         *CURRENT SURVEY CONTROL
 AZ0645  ___________________________________________________________________
 AZ0645* NAD 83(1993)-  29 20 59.99387(N)    100 48 22.69599(W)     ADJUSTED  
 AZ0645* NAVD 88     -       342.0    (meters)    1122.     (feet)  VERTCON   
 AZ0645  ___________________________________________________________________
 AZ0645  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AZ0645  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0645
 AZ0645  HORZ ORDER  -  FIRST
 AZ0645
 AZ0645.The horizontal coordinates were established by classical geodetic methods
 AZ0645.and adjusted by the National Geodetic Survey in February 1996..
 AZ0645
 AZ0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0645
 AZ0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0645
 AZ0645.The geoid height was determined by GEOID03.
 AZ0645
 AZ0645;                    North         East     Units Scale Factor Converg.
 AZ0645;SPC TXSC     - 4,169,440.870   424,622.806   MT  0.99986328   -0 53 05.8
 AZ0645;SPC TXSC     -13,679,240.59  1,393,116.66   sFT  0.99986328   -0 53 05.8
 AZ0645;UTM  14      - 3,248,118.526   324,646.813   MT  0.99997943   -0 53 08.1
 AZ0645
 AZ0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0645!SPC TXSC     -   0.99994986  x   0.99986328  =   0.99981315
 AZ0645!UTM  14      -   0.99994986  x   0.99997943  =   0.99992929
 AZ0645
 AZ0645|---------------------------------------------------------------------|
 AZ0645| PID    Reference Object                     Distance      Geod. Az  |
 AZ0645|                                                           dddmmss.s |
 AZ0645| CV3867 DOBKINS RM 1                         15.172 METERS 02254     |
 AZ0645| AZ0643 WINDMILL NE OF STA JOHNSTONE        APPROX. 5.5 KM 0463918.4 |
 AZ0645| AZ0646 WINDMILL S OF STA JOHNSTONE         APPROX. 4.4 KM 0555715.4 |
 AZ0645| CV3866 DOBKINS AZ MK                                      1534743.5 |
 AZ0645| AZ0649 VILLA ACUNA XERF RADIO MAST         APPROX.13.0 KM 2494215.6 |
 AZ0645| CV3868 DOBKINS RM 2                         13.139 METERS 25742     |
 AZ0645| AZ0648 DEL RIO STANDPIPE                   APPROX. 9.7 KM 2822400.4 |
 AZ0645| AZ0647 DEL RIO KDLK RADIO MAST             APPROX. 8.4 KM 2870238.2 |
 AZ0645|---------------------------------------------------------------------|
 AZ0645
 AZ0645                          SUPERSEDED SURVEY CONTROL
 AZ0645
 AZ0645  NAD 83(1986)-  29 20 59.98434(N)    100 48 22.67600(W) AD(       ) 1
 AZ0645  NAD 27      -  29 20 59.15200(N)    100 48 21.34000(W) AD(       ) 1
 AZ0645  NGVD 29 (07/19/86)  341.9    (m)         1122.     (f) VERT ANG       
 AZ0645
 AZ0645.Superseded values are not recommended for survey control.
 AZ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0645.See file dsdata.txt to determine how the superseded data were derived.
 AZ0645
 AZ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT2464748119(NAD 83)
 AZ0645_MARKER: DS = TRIANGULATION STATION DISK
 AZ0645_SETTING: 0 = UNSPECIFIED SETTING
 AZ0645
 AZ0645  HISTORY     - Date     Condition        Report By
 AZ0645  HISTORY     - 1918     MONUMENTED       CGS
 AZ0645  HISTORY     - 1924     GOOD             CGS
 AZ0645  HISTORY     - 1950     GOOD             CGS
 AZ0645
 AZ0645                          STATION DESCRIPTION
 AZ0645
 AZ0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AZ0645'STATION IS ABOUT 6 MILES E OF DEL RIO, 3-1/2 MILES SW OF
 AZ0645'JOHNSTONE RAILWAY STATION, AND 1-1/2 MILES NW OF DOBKINS TANK,
 AZ0645'ON A FLAT LIMESTONE RIDGE IN DOBKINS PASTURE.
 AZ0645'
 AZ0645'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AZ0645'
 AZ0645'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AZ0645'
 AZ0645'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AZ0645'15.158 METERS (49.73 FEET) DISTANT.
 AZ0645'
 AZ0645'IN 1924 STATION MARKS WERE RECOVERED IN GOOD CONDITION.
 AZ0645'
 AZ0645'TO REACH THE STATION GO ON STATE HIGHWAY 3 TO JOHNSTONE RAILROAD
 AZ0645'STATION.  THERE CROSS TRACKS AND GO 1/4 MILE W OF STOCK PENS AND
 AZ0645'FOLLOW ROAD 1/3 MILE SE TO RANCH HOUSE.  PASS THROUGH STOCK
 AZ0645'PENS AND FOLLOW ROAD SOUTHWARD TO 3 GATES.  PASS THROUGH THE 2
 AZ0645'GATES ON RIGHT, AND FOLLOW ROAD SOUTHWARD TOWARD LARGE DIRT
 AZ0645'TANK, PASS THROUGH WIRE GATE ABOUT 100 METERS.  (328 FEET)
 AZ0645'N OF TANK, AND CROSS DRAW ON N SIDE OF TANK.  THEN HEAD NW
 AZ0645'KEEPING ON THE HIGHEST, FAIRLY OPEN GROUND TO THE STATION.
 AZ0645'THIS ROUTE WAS TAKEN IN 1924.
 AZ0645'
 AZ0645'ELEVATION OF STATION, 341.9 METERS (1,122 FEET).
 AZ0645
 AZ0645                          STATION RECOVERY (1950)
 AZ0645
 AZ0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CL)
 AZ0645'THE STATION WAS RECOVERED AS DESCRIBED IN 1924 AND THE MARKS
 AZ0645'WERE FOUND IN GOOD CONDITION.  A NEW REFERENCE MARK AND AN
 AZ0645'AZIMUTH MARK WERE ESTABLISHED.  A SLIGHT DIFFERENCE IN DISTANCE
 AZ0645'TO R.M. 1 WAS FOUND AS NOTED BELOW.  A COMPLETE NEW DESCRIPTION
 AZ0645'FOLLOWS--
 AZ0645'
 AZ0645'THE STATION IS LOCATED ABOUT 5 MILES SSE OF DEL RIO, 2-1/2
 AZ0645'MILES NNW OF MARSHALL RANCH, 1 MILE S OF U.S. HIGHWAY 90, AND
 AZ0645'368 FEET SSE OF LAUGHLIN FIELD BOUNDARY FENCE.
 AZ0645'
 AZ0645'THE STATION MARK IS A BRONZE DISK SET IN CONCRETE PROJECTING
 AZ0645'ABOUT 4 INCHES AND IS STAMPED DOBKINS 1918.
 AZ0645'
 AZ0645'R.M. 1 IS NNE OF THE STATION.  IT PROJECTS ABOUT 4 INCHES AND
 AZ0645'THE DISK IS STAMPED DOBKINS NO. 1 1918.  IT IS A BRONZE REFERENCE
 AZ0645'DISK SET IN CONCRETE.
 AZ0645'
 AZ0645'R.M. 2 IS WSW OF THE STATION.  IT IS A BRONZE REFERENCE DISK
 AZ0645'SET IN CONCRETE FLUSH WITH THE SURFACE OF THE GROUND AND STAMPED
 AZ0645'DOBKINS NO. 2 1950.
 AZ0645'
 AZ0645'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SSE OF THE STATION,
 AZ0645'8 FEET NNE OF A GATEPOST, AND 1 FOOT NNW OF A FENCE.  IT IS A
 AZ0645'BRONZE DISK SET IN CONCRETE FLUSH WITH THE SURFACE OF THE GROUND
 AZ0645'AND STAMPED DOBKINS 1950.
 AZ0645'
 AZ0645'TO REACH THE STATION FROM THE SIGNAL LIGHT ONE BLOCK S OF THE
 AZ0645'POST OFFICE IN DEL RIO, GO E 0.5 MILE TO STATE HIGHWAY 85.
 AZ0645'TURN RIGHT AND GO S AND SE ON STATE HIGHWAY 85 FOR 7.35 MILES
 AZ0645'TO A GATE AND RANCH ROAD ON THE LEFT.  TURN LEFT THROUGH THE
 AZ0645'GATE AND GO NE FOR 0.85 MILE TO THE MARSHALL RANCH BUILDINGS.
 AZ0645'CONTINUE ON NE PAST RANCH BUILDINGS FOR 0.1 MILE TO A GATE AND
 AZ0645'RANCH ROAD.  PASS THROUGH THE GATE AND GO N ON A RANCH ROAD
 AZ0645'FOR 0.1 MILE TO WHERE ROAD FORKS.  TAKE LEFT FORK AND GO N
 AZ0645'FOR 0.45 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 AZ0645'CONTINUE ON N FOR 0.85 MILE TO A HIGH WIRE FENCE BORDERING
 AZ0645'LAUGHLIN FIELD.  TURN LEFT AND THEN RIGHT AND FOLLOW THE FENCE NW
 AZ0645'FOR 0.95 MILE TO A GATE AND THE AZIMUTH MARK ON THE RIGHT AS
 AZ0645'DESCRIBED.  PASS THROUGH THE GATE AND GO N PAST A LARGE
 AZ0645'CONCRETE TANK FOR 0.25 MILE TO THE STATION AS DESCRIBED.
 AZ0645'
 AZ0645'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0589 ***********************************************************************
 DP0589  DESIGNATION -  DOCKUM
 DP0589  PID         -  DP0589
 DP0589  STATE/COUNTY-  TX/DICKENS
 DP0589  USGS QUAD   -  BUNKER HILL (1961)
 DP0589
 DP0589                         *CURRENT SURVEY CONTROL
 DP0589  ___________________________________________________________________
 DP0589* NAD 83(1993)-  33 31 42.92834(N)    101 00 24.04243(W)     ADJUSTED  
 DP0589* NAVD 88     -       816.     (meters)    2677.     (feet)  SCALED    
 DP0589  ___________________________________________________________________
 DP0589  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 DP0589  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DP0589
 DP0589  HORZ ORDER  -  FIRST
 DP0589
 DP0589.The horizontal coordinates were established by classical geodetic methods
 DP0589.and adjusted by the National Geodetic Survey in February 1996..
 DP0589
 DP0589.The orthometric height was scaled from a topographic map.
 DP0589
 DP0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0589
 DP0589.The geoid height was determined by GEOID03.
 DP0589
 DP0589;                    North         East     Units Scale Factor Converg.
 DP0589;SPC TXNC     - 2,209,249.274   367,193.373   MT  0.99990717   -1 22 01.7
 DP0589;SPC TXNC     - 7,248,178.66  1,204,700.26   sFT  0.99990717   -1 22 01.7
 DP0589;UTM  14      - 3,711,691.984   313,655.249   MT  1.00002812   -1 06 31.4
 DP0589
 DP0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0589!SPC TXNC     -   0.99987588  x   0.99990717  =   0.99978306
 DP0589!UTM  14      -   0.99987588  x   1.00002812  =   0.99990400
 DP0589
 DP0589|---------------------------------------------------------------------|
 DP0589| PID    Reference Object                     Distance      Geod. Az  |
 DP0589|                                                           dddmmss.s |
 DP0589| CJ6228 DOCKUM RM 1                          19.974 METERS 07858     |
 DP0589| CJ6229 DOCKUM RM 2                          19.587 METERS 25909     |
 DP0589| CJ6227 DOCKUM AZ MK                                       3581447.5 |
 DP0589|---------------------------------------------------------------------|
 DP0589
 DP0589                          SUPERSEDED SURVEY CONTROL
 DP0589
 DP0589  NAD 83(1993)-  33 31 42.93230(N)    101 00 24.03904(W) AD(       ) 1
 DP0589  NAD 83(1986)-  33 31 42.93334(N)    101 00 24.03431(W) AD(       ) 1
 DP0589  NAD 27      -  33 31 42.61597(N)    101 00 22.53532(W) AD(       ) 1
 DP0589
 DP0589.Superseded values are not recommended for survey control.
 DP0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0589.See file dsdata.txt to determine how the superseded data were derived.
 DP0589
 DP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC1365511692(NAD 83)
 DP0589_MARKER: DS = TRIANGULATION STATION DISK
 DP0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0589_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0589
 DP0589  HISTORY     - Date     Condition        Report By
 DP0589  HISTORY     - 1968     MONUMENTED       CGS
 DP0589
 DP0589                          STATION DESCRIPTION
 DP0589
 DP0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0589'STATION IS LOCATED 7 MILES WEST-NORTHWEST OF SPUR AND ABOUT
 DP0589'5.0 MILES NORTH-NORTHEAST OF WHITE RIVER LAKE.
 DP0589'
 DP0589'TO REACH FROM THE TRAFFIC LIGHT AT THE JUNCTION OF FARM
 DP0589'ROAD 836 AND LOOP 21 IN SPUR, GO WEST ON FARM ROAD 836 FOR 0.40
 DP0589'MILE TO A FORK, TAKE LEFT FORK, FARM ROAD 836, FOR 0.60 MILE TO
 DP0589'A FORK, TAKE RIGHT FORK AND CONTINUE ON FARM ROAD 836 FOR 7.45
 DP0589'MILES TO A CROSSROAD AND JUNCTION WITH FARM ROAD 2565, TURN LEFT
 DP0589'AND GO WEST ON SAND ROAD FOR 1.70 MILES TO CROSSROAD, TURN LEFT
 DP0589'AND GO SOUTH FOR 0.5 MILE TO A LOCKED GATE AND AZIMUTH MARK ON
 DP0589'THE LEFT, PASS THROUGH GATE AND GO SOUTH AND EAST FOR 0.65
 DP0589'MILE TO A GATE, PASS THROUGH GATE AND TURN RIGHT ON TRACK ROAD
 DP0589'AND GO SOUTH, PASSING BY A CORRAL, FOR 0.15 MILE TO A GATE,
 DP0589'PASS THROUGH GATE AND GO ABOUT 50 FEET TO A DIM TRACK ROAD RIGHT,
 DP0589'TURN RIGHT AND GO WEST FOR 0.35 MILE TO JOG IN FENCE AND
 DP0589'STATION ON THE RIGHT.
 DP0589'
 DP0589'STATION MARK, A STANDARD DISK STAMPED DOCKUM 1968, SET IN
 DP0589'THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 DP0589'THE SURFACE OF THE GROUND.  THE MARK IS 12.1 FEET SOUTH OF FENCE,
 DP0589'20.0 FEET NORTH OF TRACK ROAD, 31.2 FEET EAST OF SOUTHEAST CORNER
 DP0589'OF FENCE AND 31.3 FEET SOUTHEAST OF NORTHWEST CORNER OF FENCE.
 DP0589'
 DP0589'REFERENCE MARK 1, A STANDARD DISK STAMPED DOCKUM NO 1 1968,
 DP0589'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS
 DP0589'4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 1.1 FEET
 DP0589'SOUTH OF FENCE AND FENCE POST AND 30.0 FEET NORTH OF TRACK ROAD.
 DP0589'
 DP0589'REFERENCE MARK 2, A STANDARD DISK STAMPED DOCKUM NO 2 1968,
 DP0589'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS
 DP0589'2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 1.3 FEET
 DP0589'SOUTH OF FENCE, 10.5 FEET NORTH OF TRACK ROAD AND 33.0 FEET WEST
 DP0589'OF SOUTHWEST CORNER OF FENCE.
 DP0589'
 DP0589'AZIMUTH MARK, A STANDARD DISK STAMPED DOCKUM 1968, SET IN THE
 DP0589'TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS 2 INCHES
 DP0589'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 1.5 FEET SOUTH OF
 DP0589'FENCE, 3.4 FEET SOUTHWEST OF METAL WITNESS POST, 6.2 FEET
 DP0589'SOUTHWEST OF FENCE CORNER AND 13.3 FEET EAST OF CENTER OF TRACK
 DP0589'ROAD.
 DP0589'
 DP0589'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO
 DP0589'FENCE ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1052 ***********************************************************************
 DN1052  DESIGNATION -  DODD CITY MUNICIPAL TANK
 DN1052  PID         -  DN1052
 DN1052  STATE/COUNTY-  TX/FANNIN
 DN1052  USGS QUAD   -  DODD CITY (1984)
 DN1052
 DN1052                         *CURRENT SURVEY CONTROL
 DN1052  ___________________________________________________________________
 DN1052* NAD 83(1993)-  33 34 25.56664(N)    096 04 04.94331(W)     ADJUSTED  
 DN1052* NAVD 88     -                                                        
 DN1052  ___________________________________________________________________
 DN1052  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 DN1052  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DN1052
 DN1052  HORZ ORDER  -  THIRD
 DN1052
 DN1052.The horizontal coordinates were established by classical geodetic methods
 DN1052.and adjusted by the National Geodetic Survey in February 1996..
 DN1052
 DN1052
 DN1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1052
 DN1052.The geoid height was determined by GEOID03.
 DN1052
 DN1052;                    North         East     Units Scale Factor Converg.
 DN1052;SPC TXNC     - 2,214,095.179   825,752.483   MT  0.99991403   +1 19 35.0
 DN1052;SPC TXNC     - 7,264,077.27  2,709,156.27   sFT  0.99991403   +1 19 35.0
 DN1052;UTM  14      - 3,718,750.724   772,151.483   MT  1.00051323   +1 37 20.6
 DN1052;UTM  15      - 3,719,116.940   215,212.667   MT  1.00060001   -1 41 52.1
 DN1052
 DN1052                          SUPERSEDED SURVEY CONTROL
 DN1052
 DN1052  NAD 83(1993)-  33 34 25.56783(N)    096 04 04.94134(W) AD(       ) 4
 DN1052  NAD 83(1986)-  33 34 25.57321(N)    096 04 04.93288(W) AD(       ) 4
 DN1052  NAD 27      -  33 34 25.20100(N)    096 04 04.03300(W) AD(       ) 3
 DN1052
 DN1052.Superseded values are not recommended for survey control.
 DN1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1052.See file dsdata.txt to determine how the superseded data were derived.
 DN1052
 DN1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC7215118751(NAD 83)
 DN1052_MARKER: 53 = ELEVATED TANK
 DN1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1052+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2002
 DN1052
 DN1052  HISTORY     - Date     Condition        Report By
 DN1052  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1052  HISTORY     - 1957     GOOD             CGS
 DN1052  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 DN1052  HISTORY     - 20020901 GOOD             INDIV
 DN1052
 DN1052                          STATION DESCRIPTION
 DN1052
 DN1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1052'THE STATION IS LOCATED ABOUT 1/4 MILE SOUTH OF THE VILLAGE
 DN1052'OF DODD CITY AND ABOUT 200 FEET SOUTH OF U.S. HIGHWAY 82.
 DN1052'
 DN1052'THE TANK IS A SMALL METAL TANK SUPPORTED BY A FOUR LEGGED
 DN1052'STEEL STRUCTURE AND IS ABOUT 60 FEET HIGH.  THE CENTER OF
 DN1052'THE TOP OF TANK WAS INTERSECTED.
 DN1052
 DN1052                          STATION RECOVERY (1957)
 DN1052
 DN1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1052'THE TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1052'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT
 DN1052'THE STATION IS 1/4 MILE EAST OF THE VILLAGE OF DODD CITY
 DN1052'INSTEAD OF SOUTH.
 DN1052
 DN1052                          STATION RECOVERY (1994)
 DN1052
 DN1052'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1052'MARK NOT FOUND.
 DN1052
 DN1052                          STATION RECOVERY (2002)
 DN1052
 DN1052'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1052'RECOVERED AS DESCRIBED IN THE 1957 SURVEY AND IN GOOD CONDITION.
 DN1052'CORRECTED COORDINATES ARE ( N 33 34.435  W 096 04.077 )
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1502 ***********************************************************************
 DN1502  DESIGNATION -  DODD CITY RESET
 DN1502  PID         -  DN1502
 DN1502  STATE/COUNTY-  TX/FANNIN
 DN1502  USGS QUAD   -  DODD CITY (1984)
 DN1502
 DN1502                         *CURRENT SURVEY CONTROL
 DN1502  ___________________________________________________________________
 DN1502* NAD 83(1986)-  33 34 29.     (N)    096 04 20.     (W)     SCALED    
 DN1502* NAVD 88     -       203.96   (meters)     669.2    (feet)  RESET     
 DN1502  ___________________________________________________________________
 DN1502  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DN1502
 DN1502  VERT ORDER  -  THIRD
 DN1502
 DN1502.The horizontal coordinates were scaled from a topographic map and have
 DN1502.an estimated accuracy of +/- 6 seconds.
 DN1502
 DN1502.The orthometric height was computed from unverified reset data.
 DN1502.No vertical observational check was made to the station.
 DN1502
 DN1502.The geoid height was determined by GEOID03.
 DN1502
 DN1502;                    North         East    Units  Estimated Accuracy
 DN1502;SPC TXNC     - 2,214,190.      825,360.      MT  (+/- 180 meters Scaled)
 DN1502
 DN1502                          SUPERSEDED SURVEY CONTROL
 DN1502
 DN1502  NGVD 29 (01/29/03)  203.95   (m)          669.1    (f) RESET       3  
 DN1502
 DN1502.Superseded values are not recommended for survey control.
 DN1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1502.See file dsdata.txt to determine how the superseded data were derived.
 DN1502
 DN1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC717188(NAD 83)
 DN1502_MARKER: DB = BENCH MARK DISK
 DN1502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN1502_SP_SET: BUILDING
 DN1502_STAMPING: DODD CITY RESET 1980
 DN1502_MARK LOGO: NGS   
 DN1502_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1502+STABILITY: SURFACE MOTION
 DN1502
 DN1502  HISTORY     - Date     Condition        Report By
 DN1502  HISTORY     - 1980     MONUMENTED       NGS
 DN1502  HISTORY     - 19940413 GOOD             USPSQD
 DN1502  HISTORY     - 20020718 POOR             INDIV
 DN1502
 DN1502                          STATION DESCRIPTION
 DN1502
 DN1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DN1502'IN DODD CITY, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF MAIN AND
 DN1502'THIRD STREETS, SET VERTICALLY IN THE NORTHWEST CORNER OF THE NEW POST
 DN1502'OFFICE BUILDING, 0.7 FT (0.2 M) EAST OF THE NORTHWEST CORNER AND 0.2
 DN1502'FT (0.1 M) BELOW THE BRICK LINE.
 DN1502
 DN1502                          STATION RECOVERY (1994)
 DN1502
 DN1502'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1502'RECOVERED IN GOOD CONDITION.
 DN1502
 DN1502                          STATION RECOVERY (2002)
 DN1502
 DN1502'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1502'MARK NOT FOUND.  ORIGINAL LOCATION ALTERED.  A WHEELCHAIR RAMP
 DN1502'INSTALLED AT NORTH-WEST CORNER OF BUILDING COVERS THE BENCH MARK DISK
 DN1502'WITH CONCRETE.  DESCRIPTION IS ADEQUATE WITH CORRECTED COORDINATES OF
 DN1502'(N 33 34.446  W 96 4.531) (NAD 83) THIS MARKS THE FLAGPOLE NEAR THE
 DN1502'BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1631 ***********************************************************************
 AH1631  DESIGNATION -  DODDRIDGE
 AH1631  PID         -  AH1631
 AH1631  STATE/COUNTY-  TX/NUECES
 AH1631  USGS QUAD   -  OSO CREEK NE (1975)
 AH1631
 AH1631                         *CURRENT SURVEY CONTROL
 AH1631  ___________________________________________________________________
 AH1631* NAD 83(1993)-  27 44 42.91753(N)    097 22 21.18315(W)     ADJUSTED  
 AH1631* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 AH1631  ___________________________________________________________________
 AH1631  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AH1631  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AH1631
 AH1631  HORZ ORDER  -  SECOND
 AH1631
 AH1631.The horizontal coordinates were established by classical geodetic methods
 AH1631.and adjusted by the National Geodetic Survey in February 1996..
 AH1631
 AH1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1631
 AH1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1631
 AH1631.The geoid height was determined by GEOID03.
 AH1631
 AH1631;                    North         East     Units Scale Factor Converg.
 AH1631;SPC TX S     - 5,230,793.315   411,153.879   MT  0.99997889   +0 30 42.7
 AH1631;SPC TX S     -17,161,361.07  1,348,927.35   sFT  0.99997889   +0 30 42.7
 AH1631;UTM  14      - 3,070,044.184   660,401.938   MT  0.99991758   +0 45 28.1
 AH1631
 AH1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1631!SPC TX S     -   1.00000287  x   0.99997889  =   0.99998176
 AH1631!UTM  14      -   1.00000287  x   0.99991758  =   0.99992045
 AH1631
 AH1631|---------------------------------------------------------------------|
 AH1631| PID    Reference Object                     Distance      Geod. Az  |
 AH1631|                                                           dddmmss.s |
 AH1631| CS4318 DODDRIDGE RM 1                       16.289 METERS 06245     |
 AH1631| CS4319 DODDRIDGE RM 2                       29.561 METERS 14836     |
 AH1631|---------------------------------------------------------------------|
 AH1631
 AH1631                          SUPERSEDED SURVEY CONTROL
 AH1631
 AH1631  NAD 83(1986)-  27 44 42.92760(N)    097 22 21.16042(W) AD(       ) 2
 AH1631  NGVD 29 (06/28/90)    8.2    (m)           27.     (f) VERT ANG       
 AH1631
 AH1631.Superseded values are not recommended for survey control.
 AH1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1631.See file dsdata.txt to determine how the superseded data were derived.
 AH1631
 AH1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6040270044(NAD 83)
 AH1631_MARKER: DS = TRIANGULATION STATION DISK
 AH1631_SETTING: 0 = UNSPECIFIED SETTING
 AH1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1631_STAMPING: DODDRIDGE
 AH1631_MARK LOGO: NGS   
 AH1631_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1631+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AH1631
 AH1631  HISTORY     - Date     Condition        Report By
 AH1631  HISTORY     - 1985     MONUMENTED       NGS
 AH1631  HISTORY     - 19891019 GOOD             NOS
 AH1631  HISTORY     - 19970726 GOOD             USPSQD
 AH1631  HISTORY     - 20010728 GOOD             USPSQD
 AH1631  HISTORY     - 20050820 GOOD             USPSQD
 AH1631
 AH1631                          STATION DESCRIPTION
 AH1631
 AH1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1631'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI)
 AH1631'SOUTHEAST OF CORPUS CHRISTI CITY HALL AND 5.6 KM (3.5 MI)
 AH1631'NORTHWEST OF CORPUS CHRISTI UNIVERSITY ALONG OCEAN DRIVE AT
 AH1631'DODDRIDGE PARK.
 AH1631'OWNERSHIP--MR GERALD SMITH, CITY ENGINEER, DEPT OF ENGINEERING AND
 AH1631'DEVELOPMENT, POST OFFICE BOX 9277, 302 SOUTH SHORLINE BLVD, CORPUS
 AH1631'CHRISTI TX 78469, PHONE 512-880-3040.
 AH1631'
 AH1631'TO REACH THE STATION FROM THE CORPUS CHRISTI CITY HALL, GO SOUTH
 AH1631'ON SHORELINE BLVD (TURNS TO OCEAN DRIVE) FOR 5.3 KM (3.3 MI) TO
 AH1631'DODDRIDGE AVENUE. CONTINUE SOUTHEAST FOR 0.3 KM TO (0.2 MI) TO THE
 AH1631'STATION ON THE LEFT. NOTE- YOU WILL HAVE TO GO PAST, THEN U-TURN TO
 AH1631'REACH STATION.
 AH1631'
 AH1631'THE STATION IS A STANDARD NGS DISK
 AH1631'STAMPED---DODDRIDGE 1985---,
 AH1631'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1631'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AH1631'27.7 METERS (91.0 FT) NORTHWEST FROM THE EAST POLE OF THE DODDRIDGE
 AH1631'PARK SIGN,
 AH1631'15.5 METERS (51.0 FT) WEST-SOUTHWEST FROM THE WEST EDGE OF A
 AH1631'CONCRETE SIDEWALK,
 AH1631'9.97 METERS (32.7 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 AH1631'NORTHBOUND LANES OF OCEAN DRIVE AND
 AH1631'3.05 METERS (10.0 FT) NORTHEAST FROM A STORM DRAIN COVER.
 AH1631'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1631'STAMPED---DODDRIDGE 1985---,
 AH1631'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AH1631'
 AH1631'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AH1631'STAMPED---DODDRIDGE NO 1 1985---,
 AH1631'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1631'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AH1631'33.2 METERS (109 FT) NORTH FROM THE EAST POST OF THE DODDRIDGE PARK
 AH1631'SIGN,
 AH1631'17.98 METERS (59 FT) NORTHEAST FROM A STORM DRAIN COVER AND
 AH1631'0.73 METER (2.4 FT) WEST-SOUTHWEST FROM THE WEST EDGE OF A
 AH1631'CONCRETE SIDEWALK.
 AH1631'MARK IS 0.5 METER BELOW THE STATION.
 AH1631'
 AH1631'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AH1631'STAMPED---DODDRIDGE NO 2 1985---,
 AH1631'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1631'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AH1631'29.47 METERS (96.7 FT) SOUTHEAST FROM A STORM DRAIN COVER,
 AH1631'13.78 METERS (45.2 FT) SOUTHWEST FROM THE WEST EDGE OF A CONCRETE
 AH1631'SIDEWALK,
 AH1631'9.51 METERS (31.2 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 AH1631'NORTH BOUND LANES OF OCEAN DRIVE AND
 AH1631'0.73 METERS (2.4 FT) NORTHWEST FROM THE EAST POST OF THE DODDRIDGE
 AH1631'PARK SIGN.
 AH1631'MARK IS LEVEL WITH THE STATION.
 AH1631'
 AH1631'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 AH1631'
 AH1631'NO AZIMUTH MARK WAS ESTABLISHED, STATION SWATNER WILL SERVE.
 AH1631'
 AH1631'DESCRIBED BY D. L. MCFARLAND.
 AH1631
 AH1631                          STATION RECOVERY (1989)
 AH1631
 AH1631'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1631'THE STATION WAS RECOVERED FOR USE AS A HYDROGRAPHIC CONTROL STATION.
 AH1631'RECOVERED BY P B WALBOLT.
 AH1631
 AH1631                          STATION RECOVERY (1997)
 AH1631
 AH1631'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1631'RECOVERED IN GOOD CONDITION.
 AH1631
 AH1631                          STATION RECOVERY (2001)
 AH1631
 AH1631'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1631'RECOVERED IN GOOD CONDITION.
 AH1631
 AH1631                          STATION RECOVERY (2005)
 AH1631
 AH1631'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AH1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0804 ***********************************************************************
 BL0804  DESIGNATION -  DODGE
 BL0804  PID         -  BL0804
 BL0804  STATE/COUNTY-  TX/WALKER
 BL0804  USGS QUAD   -  RIVERSIDE (1997)
 BL0804
 BL0804                         *CURRENT SURVEY CONTROL
 BL0804  ___________________________________________________________________
 BL0804* NAD 83(1993)-  30 46 10.57384(N)    095 23 08.89650(W)     ADJUSTED  
 BL0804* NAVD 88     -       123.34   (+/-2cm)     404.7    (feet)  VERTCON   
 BL0804  ___________________________________________________________________
 BL0804  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BL0804  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BL0804
 BL0804  HORZ ORDER  -  FIRST
 BL0804  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0804
 BL0804.The horizontal coordinates were established by classical geodetic methods
 BL0804.and adjusted by the National Geodetic Survey in February 1996..
 BL0804
 BL0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0804.The vertical order pertains to the NGVD 29 superseded value.
 BL0804
 BL0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0804
 BL0804.The geoid height was determined by GEOID03.
 BL0804
 BL0804;                    North         East     Units Scale Factor Converg.
 BL0804;SPC TX C     - 3,132,795.989 1,173,434.019   MT  0.99988988   +2 32 53.8
 BL0804;SPC TX C     -10,278,181.51  3,849,841.44   sFT  0.99988988   +2 32 53.8
 BL0804;UTM  15      - 3,406,501.710   271,659.196   MT  1.00024322   -1 13 15.9
 BL0804
 BL0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0804!SPC TX C     -   0.99998490  x   0.99988988  =   0.99987478
 BL0804!UTM  15      -   0.99998490  x   1.00024322  =   1.00022811
 BL0804
 BL0804:                Primary Azimuth Mark                     Grid Az
 BL0804:SPC TX C     -  DODGE LOOKOUT                            186 58 15.7
 BL0804:UTM  15      -  DODGE LOOKOUT                            190 44 25.4
 BL0804
 BL0804|---------------------------------------------------------------------|
 BL0804| PID    Reference Object                     Distance      Geod. Az  |
 BL0804|                                                           dddmmss.s |
 BL0804| BL2178 DODGE LOOKOUT                       APPROX. 2.7 KM 1893109.5 |
 BL0804| BL0802 DODGE AZ MK                                        2291334.1 |
 BL0804| BL0803 DODGE RM 1                           29.948 METERS 28110     |
 BL0804| BL0805 DODGE RM 2                           30.745 METERS 35729     |
 BL0804|---------------------------------------------------------------------|
 BL0804
 BL0804                          SUPERSEDED SURVEY CONTROL
 BL0804
 BL0804  NAD 83(1986)-  30 46 10.58475(N)    095 23 08.88138(W) AD(       ) 1
 BL0804  NAD 27      -  30 46 09.89900(N)    095 23 08.09000(W) AD(       ) 1
 BL0804  NGVD 29 (??/??/92)  123.352  (m)          404.70   (f) ADJ UNCH    1 2
 BL0804
 BL0804.Superseded values are not recommended for survey control.
 BL0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0804.See file dsdata.txt to determine how the superseded data were derived.
 BL0804
 BL0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7165906502(NAD 83)
 BL0804_MARKER: DS = TRIANGULATION STATION DISK
 BL0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0804_STAMPING: DODGE 1942
 BL0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0804+STABILITY: SURFACE MOTION
 BL0804
 BL0804  HISTORY     - Date     Condition        Report By
 BL0804  HISTORY     - 1942     MONUMENTED       CGS
 BL0804  HISTORY     - 1960     GOOD             NGS
 BL0804
 BL0804                          STATION DESCRIPTION
 BL0804
 BL0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL0804'STATION IS ABOUT 2.5 MILES N OF DODGE, ON THE HIGHEST POINT OF A
 BL0804'TIMBERED RIDGE, OWNER OF LAND UNKNOWN.  IT IS 43 FEET E OF A
 BL0804'TRIANGLE BLAZED OAK TREE, 30 FEET S OF THE CENTER LINE OF A WOODS
 BL0804'ROAD AND 4 FEET W OF A WHITE REFERENCE POST.  MARK IS STAMPED
 BL0804'DODGE 1942 AND PROJECTS ABOUT 4 INCHES.
 BL0804'
 BL0804'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL0804'BRONZE DISKS SET IN CONCRETE.
 BL0804'
 BL0804'REFERENCE MARK NO. 1 IS W OF THE STATION AND 8 FEET N OF THE
 BL0804'CENTER LINE OF THE WOODS ROAD.  MARK IS STAMPED DODGE NO. 1 1942,
 BL0804'AND PROJECTS ABOUT 6 INCHES.
 BL0804'
 BL0804'REFERENCE MARK NO. 2 IS N OF THE STATION, 68 FEET N OF THE CENTER
 BL0804'LINE OF THE WOODS ROAD, 7 FEET SE OF AN 8-INCH PINE TREE AND
 BL0804'6 FEET W OF A 10-INCH OAK TREE.  MARK IS STAMPED DODGE NO. 2
 BL0804'1942, AND PROJECTS ABOUT 6 INCHES.
 BL0804'
 BL0804'AZIMUTH MARK IS SW OF THE STATION, 40.5 FEET E OF THE E RAIL
 BL0804'OF THE INTERNATIONAL GREAT NORTHERN RAILROAD, 37 FEET W OF THE
 BL0804'CENTER LINE OF A DIRT ROAD, 2.6 FEET N OF A WHITE REFERENCE
 BL0804'POST AND 1 FOOT W OF A FENCE.  MARK IS STAMPED DODGE 1942, AND
 BL0804'PROJECTS ABOUT 2 INCHES.
 BL0804'
 BL0804'TO REACH THE STATION FROM THE DEPOT IN DODGE, GO N ON A DIRT
 BL0804'ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 BL0804'N FOR 0.2 MILE TO A DIM WOODS ROAD ON THE RIGHT, TURN RIGHT
 BL0804'AND FOLLOW WOODS ROAD FOR 0.55 MILE TO A TRIANGLE BLAZED OAK TREE
 BL0804'ON THE RIGHT AND STATION.
 BL0804'
 BL0804'NOTE--DUE TO DENSE TIMBER, A 64-FOOT TOWER WILL BE NECESSARY
 BL0804'TO SEE THE AZIMUTH MARK.
 BL0804'
 BL0804'A 100-FOOT SIGNAL AT ROBB, A 77-FOOT SIGNAL AT CHITA, A 90-FOOT
 BL0804'SIGNAL AT KNIGHT, A 90-FOOT SIGNAL AT MC DUFFIE, A 103-FOOT
 BL0804'SIGNAL AT OAK AND A 90-FOOT SIGNAL AT PHELPS ARE VISIBLE AT
 BL0804'90 FEET.
 BL0804
 BL0804                          STATION RECOVERY (1960)
 BL0804
 BL0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BL0804'6.9 MI NE FROM PHELPS.
 BL0804'ABOUT 6.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0804'STATION AT PHELPS, THENCE 0.35 MILE NORTHEAST ALONG A PRIVATE ROAD TO
 BL0804'THE E. R. WRIGHT FARMHOUSE, THENCE 0.2 MILE NORTH ALONG A WOODS ROAD
 BL0804'WHICH PARALLELS THE WEST SIDE OF A FENCE TO A GATE, THENCE 0.2 MILE
 BL0804'NORTH ALONG A VERY DIM WOODS ROAD TO AN INTERSECTION OF WOODS ROADS,
 BL0804'THENCE 0.15 MILE EAST ALONG AN ABANDONED WOODS ROAD, 31 FEET SOUTH OF
 BL0804'THE CENTER LINE OF THE ROAD, 100.8 FEET SOUTH AND ACROSS THE ROAD FROM
 BL0804'DODGE R.M. 2, 98.2 FEET SOUTHEAST OF DODGE R.M. 1, 21 FEET NORTHEAST
 BL0804'OF A 12-INCH OAK TREE MARKED WITH A TRIANGLAR BLAZE AND IN THE TOP OF
 BL0804'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0802 ***********************************************************************
 BL0802  DESIGNATION -  DODGE AZ MK
 BL0802  PID         -  BL0802
 BL0802  STATE/COUNTY-  TX/WALKER
 BL0802  USGS QUAD   -  RIVERSIDE (1997)
 BL0802
 BL0802                         *CURRENT SURVEY CONTROL
 BL0802  ___________________________________________________________________
 BL0802* NAD 83(1986)-  30 45 46.     (N)    095 23 40.     (W)     SCALED    
 BL0802* NAVD 88     -       122.14   (+/-2cm)     400.7    (feet)  VERTCON   
 BL0802  ___________________________________________________________________
 BL0802  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL0802
 BL0802  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0802
 BL0802.The horizontal coordinates were scaled from a topographic map and have
 BL0802.an estimated accuracy of +/- 6 seconds.
 BL0802
 BL0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0802.The vertical order pertains to the NGVD 29 superseded value.
 BL0802
 BL0802.The geoid height was determined by GEOID03.
 BL0802
 BL0802;                    North         East    Units  Estimated Accuracy
 BL0802;SPC TX C     - 3,132,000.    1,172,640.      MT  (+/- 180 meters Scaled)
 BL0802
 BL0802                          SUPERSEDED SURVEY CONTROL
 BL0802
 BL0802  NGVD 29 (??/??/92)  122.146  (m)          400.74   (f) ADJ UNCH    1 2
 BL0802
 BL0802.Superseded values are not recommended for survey control.
 BL0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0802.See file dsdata.txt to determine how the superseded data were derived.
 BL0802
 BL0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ708057(NAD 83)
 BL0802_MARKER: DZ = AZIMUTH MARK DISK
 BL0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0802_STAMPING: DODGE 1942
 BL0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0802+STABILITY: SURFACE MOTION
 BL0802
 BL0802  HISTORY     - Date     Condition        Report By
 BL0802  HISTORY     - 1942     MONUMENTED       CGS
 BL0802  HISTORY     - 1960     GOOD             NGS
 BL0802  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL0802
 BL0802                          STATION DESCRIPTION
 BL0802
 BL0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0802'5.85 MI NE FROM PHELPS.
 BL0802'ABOUT 5.85 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BL0802'THE STATION AT PHELPS, ABOUT 6.8 MILES SOUTH OF THE STATION AT
 BL0802'RIVERSIDE, 3 1/2 POLES SOUTH OF MILEPOST 78, 38 FEET EAST OF THE EAST
 BL0802'RAIL, ABOUT 165 YARDS NORTHWEST AND ACROSS FARM ROAD 105 FROM A BRICK
 BL0802'FARMHOUSE, 35 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, ON TOP OF
 BL0802'THE BANK OF A CUT, 244 FEET NORTH OF A 32-INCH SWEET GUM TREE, 4 FEET
 BL0802'WEST OF A FENCE, ABOUT 7 FEET ABOVE THE LEVEL OF THE TRACK, ABOUT 6
 BL0802'1/2 FEET ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST
 BL0802'PROJECTING 3 INCHES.
 BL0802
 BL0802                          STATION RECOVERY (1973)
 BL0802
 BL0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1159 ***********************************************************************
 CT1159  DESIGNATION -  DODGE ET
 CT1159  PID         -  CT1159
 CT1159  STATE/COUNTY-  TX/HASKELL
 CT1159  USGS QUAD   -  LUEDERS NW (1965)
 CT1159
 CT1159                         *CURRENT SURVEY CONTROL
 CT1159  ___________________________________________________________________
 CT1159* NAD 83(1993)-  32 57 45.55401(N)    099 40 31.99733(W)     ADJUSTED  
 CT1159* NAVD 88     -       475.8    (meters)    1561.     (feet)  VERTCON   
 CT1159  ___________________________________________________________________
 CT1159  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CT1159  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CT1159
 CT1159  HORZ ORDER  -  THIRD
 CT1159
 CT1159.The horizontal coordinates were established by classical geodetic methods
 CT1159.and adjusted by the National Geodetic Survey in February 1996..
 CT1159
 CT1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1159
 CT1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1159
 CT1159.The geoid height was determined by GEOID03.
 CT1159
 CT1159;                    North         East     Units Scale Factor Converg.
 CT1159;SPC TXNC     - 2,144,326.426   490,110.525   MT  0.99987382   -0 38 28.1
 CT1159;SPC TXNC     - 7,035,177.62  1,607,970.95   sFT  0.99987382   -0 38 28.1
 CT1159;UTM  14      - 3,647,349.280   436,865.309   MT  0.99964915   -0 22 03.3
 CT1159
 CT1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1159!SPC TXNC     -   0.99992990  x   0.99987382  =   0.99980373
 CT1159!UTM  14      -   0.99992990  x   0.99964915  =   0.99957908
 CT1159
 CT1159:                Primary Azimuth Mark                     Grid Az
 CT1159:SPC TXNC     -  BUNKLEY ET                               083 01 33.8
 CT1159:UTM  14      -  BUNKLEY ET                               082 45 09.0
 CT1159
 CT1159|---------------------------------------------------------------------|
 CT1159| PID    Reference Object                     Distance      Geod. Az  |
 CT1159|                                                           dddmmss.s |
 CT1159| CT1156 BUNKLEY ET                          APPROX. 9.4 KM 0822305.7 |
 CT1159|---------------------------------------------------------------------|
 CT1159
 CT1159                          SUPERSEDED SURVEY CONTROL
 CT1159
 CT1159  NAD 83(1993)-  32 57 45.55705(N)    099 40 31.99193(W) AD(       ) 3
 CT1159  NAD 83(1986)-  32 57 45.56065(N)    099 40 31.98895(W) AD(       ) 3
 CT1159  NAD 27      -  32 57 45.16617(N)    099 40 30.66549(W) AD(       ) 3
 CT1159  NGVD 29 (07/19/86)  475.6    (m)         1560.     (f) VERT ANG       
 CT1159
 CT1159.Superseded values are not recommended for survey control.
 CT1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1159.See file dsdata.txt to determine how the superseded data were derived.
 CT1159
 CT1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3686547349(NAD 83)
 CT1159
 CT1159  HISTORY     - Date     Condition        Report By
 CT1159  HISTORY     - UNK      MONUMENTED
 CT1159  HISTORY     - 1966     GOOD             USGS
 CT1159
 CT1159                          STATION DESCRIPTION
 CT1159
 CT1159'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 CT1159'ABOUT 7.5 MI. ENE. OF STAMFORD AND 14.0 MI. SSE. OF HASKELL AND BARE
 CT1159'HILL.  STATION IS ACROSS THE RD. FROM A FENCE CORNER, ABOUT 26 FT. N.
 CT1159'OF CENTERLINE RD. AND 3 FT. N. OF FENCE.
 CT1159'
 CT1159'TO REACH FROM THE JUNCTION OF U.S. 380 AND FARM ROAD 142, ABOUT 1 MI.
 CT1159'E. OF LUEDEN, GO N. AND THEN W. ON FARM ROAD 142 FOR 14.5 MI., TURN
 CT1159'RIGHT ON GRADED RD. AND FOLLOW MAIN RD. N. AND E. FOR 2.5 MI. TO
 CT1159'STATION ON LEFT.
 CT1159'
 CT1159'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.2
 CT1159'FT. AND STAMPED ---DODGE-ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2178 ***********************************************************************
 BL2178  DESIGNATION -  DODGE LOOKOUT
 BL2178  PID         -  BL2178
 BL2178  STATE/COUNTY-  TX/WALKER
 BL2178  USGS QUAD   -  PHELPS (1976)
 BL2178
 BL2178                         *CURRENT SURVEY CONTROL
 BL2178  ___________________________________________________________________
 BL2178* NAD 83(1993)-  30 44 44.77913(N)    095 23 25.55324(W)     ADJUSTED  
 BL2178* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 BL2178  ___________________________________________________________________
 BL2178  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BL2178  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL2178
 BL2178  HORZ ORDER  -  SECOND
 BL2178
 BL2178.The horizontal coordinates were established by classical geodetic methods
 BL2178.and adjusted by the National Geodetic Survey in February 1996..
 BL2178
 BL2178.The orthometric height was scaled from a topographic map.
 BL2178
 BL2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2178
 BL2178.The geoid height was determined by GEOID03.
 BL2178
 BL2178;                    North         East     Units Scale Factor Converg.
 BL2178;SPC TX C     - 3,130,137.076 1,173,108.910   MT  0.99989164   +2 32 45.2
 BL2178;SPC TX C     -10,269,458.06  3,848,774.82   sFT  0.99989164   +2 32 45.2
 BL2178;UTM  15      - 3,403,868.986   271,159.836   MT  1.00024604   -1 13 21.3
 BL2178
 BL2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2178!SPC TX C     -   0.99998495  x   0.99989164  =   0.99987659
 BL2178!UTM  15      -   0.99998495  x   1.00024604  =   1.00023099
 BL2178
 BL2178:                Primary Azimuth Mark                     Grid Az
 BL2178:SPC TX C     -  DODGE LOOKOUT AZ MK                      257 43 47.6
 BL2178:UTM  15      -  DODGE LOOKOUT AZ MK                      261 29 54.1
 BL2178
 BL2178|---------------------------------------------------------------------|
 BL2178| PID    Reference Object                     Distance      Geod. Az  |
 BL2178|                                                           dddmmss.s |
 BL2178| CV7514 DODGE LOOKOUT AZ MK                                2601632.8 |
 BL2178|---------------------------------------------------------------------|
 BL2178
 BL2178                          SUPERSEDED SURVEY CONTROL
 BL2178
 BL2178  NAD 83(1986)-  30 44 44.78994(N)    095 23 25.53791(W) AD(       ) 2
 BL2178  NAD 27      -  30 44 44.10200(N)    095 23 24.74700(W) AD(       ) 2
 BL2178
 BL2178.Superseded values are not recommended for survey control.
 BL2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2178.See file dsdata.txt to determine how the superseded data were derived.
 BL2178
 BL2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7116003869(NAD 83)
 BL2178_MARKER: DS = TRIANGULATION STATION DISK
 BL2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2178
 BL2178  HISTORY     - Date     Condition        Report By
 BL2178  HISTORY     - 1935     MONUMENTED       CGS
 BL2178  HISTORY     - 1937     GOOD             TXHD
 BL2178
 BL2178                          STATION DESCRIPTION
 BL2178
 BL2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2178'THIS INTERSECTION STATION IS LOCATED ABOUT 0.6 MILE E OF THE
 BL2178'HAMLET OF DODGE ABOUT 0.1 MILE N OF THE DIRT ROAD LEADING E
 BL2178'FROM THE N PART OF TOWN.  STATION MARK IS CENTERED UNDER THE
 BL2178'BOLT IN THE APEX OF THE ROOF OF THE LOOKOUT HOUSE, IT PROJECTS 2
 BL2178'INCHES.  THE SLOPE DISTANCES FROM THE STATION TO THE NEAREST
 BL2178'CORNER OF THE CONCRETE FOOTINGS ARE AS FOLLOWS--TO SE FOOTING,
 BL2178'14.31 FEET.  THE SW FOOTING, 14.19 FEET.  TO THE NW FOOTING,
 BL2178'14.19 FEET.  THE NE FOOTING 14.25 FEET.
 BL2178'
 BL2178'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 BL2178'DISKS SET IN CONCRETE.
 BL2178'
 BL2178'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE W OF THE FIRE TOWER
 BL2178'ON THE N SIDE OF THE ROAD, BEARING 85 DEG 42 MIN 37.9 SEC FROM
 BL2178'PHELPS.  IT IS 22 FEET N OF THE CENTER LINE OF THE ROAD, 1 FOOT S
 BL2178'OF THE RIGHT-OF-WAY FENCE, 3 FEET E OF POST AT T-FENCE CORNER.
 BL2178'THE MARK PROJECTS 6 INCHES.
 BL2178
 BL2178                          STATION RECOVERY (1937)
 BL2178
 BL2178'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2178'ORIGINAL DESCRIPTION SATISFACTORY.  STATION AND AZIMUTH MARKS
 BL2178'RECOVERED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0803 ***********************************************************************
 BL0803  DESIGNATION -  DODGE RM 1
 BL0803  PID         -  BL0803
 BL0803  STATE/COUNTY-  TX/WALKER
 BL0803  USGS QUAD   -  RIVERSIDE (1997)
 BL0803
 BL0803                         *CURRENT SURVEY CONTROL
 BL0803  ___________________________________________________________________
 BL0803* NAD 83(1986)-  30 46 11.     (N)    095 23 09.     (W)     SCALED    
 BL0803* NAVD 88     -       123.28   (+/-2cm)     404.5    (feet)  VERTCON   
 BL0803  ___________________________________________________________________
 BL0803  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BL0803
 BL0803  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0803
 BL0803.The horizontal coordinates were scaled from a topographic map and have
 BL0803.an estimated accuracy of +/- 6 seconds.
 BL0803
 BL0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0803.The vertical order pertains to the NGVD 29 superseded value.
 BL0803
 BL0803.The geoid height was determined by GEOID03.
 BL0803
 BL0803;                    North         East    Units  Estimated Accuracy
 BL0803;SPC TX C     - 3,132,810.    1,173,430.      MT  (+/- 180 meters Scaled)
 BL0803
 BL0803                          SUPERSEDED SURVEY CONTROL
 BL0803
 BL0803  NGVD 29 (??/??/92)  123.286  (m)          404.48   (f) ADJ UNCH    1 2
 BL0803
 BL0803.Superseded values are not recommended for survey control.
 BL0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0803.See file dsdata.txt to determine how the superseded data were derived.
 BL0803
 BL0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ716065(NAD 83)
 BL0803_MARKER: DR = REFERENCE MARK DISK
 BL0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0803_STAMPING: DODGE NO 1 1942
 BL0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0803+STABILITY: SURFACE MOTION
 BL0803
 BL0803  HISTORY     - Date     Condition        Report By
 BL0803  HISTORY     - 1942     MONUMENTED       CGS
 BL0803  HISTORY     - 1960     GOOD             NGS
 BL0803
 BL0803                          STATION DESCRIPTION
 BL0803
 BL0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0803'6.9 MI NE FROM PHELPS.
 BL0803'ABOUT 6.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0803'STATION AT PHELPS, THENCE 0.35 MILE NORTHEAST ALONG A PRIVATE ROAD TO
 BL0803'THE E. R. WRIGHT FARMHOUSE, THENCE 0.2 MILE NORTH ALONG A WOODS ROAD
 BL0803'WHICH PARALLELS THE WEST SIDE OF A FENCE TO A GATE, THENCE 0.2 MILE
 BL0803'NORTH ALONG A VERY DIM WOODS ROAD TO AN INTERSECTION OF WOODS ROADS,
 BL0803'THENCE 0.15 MILE EAST ALONG AN ABANDONED WOODS ROAD, 98.2 FEET
 BL0803'NORTHWEST OF TRIANGULATION STATION DODGE 1942, 7 FEET NORTH OF THE
 BL0803'CENTER LINE OF THE ROAD, 51 FEET EAST OF A 15-INCH OAK TREE MARKED
 BL0803'WITH A TRIANGULAR BLAZE, AND IN THE TOP OF A CONCRETE POST PROJECTING
 BL0803'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0805 ***********************************************************************
 BL0805  DESIGNATION -  DODGE RM 2
 BL0805  PID         -  BL0805
 BL0805  STATE/COUNTY-  TX/WALKER
 BL0805  USGS QUAD   -  RIVERSIDE (1997)
 BL0805
 BL0805                         *CURRENT SURVEY CONTROL
 BL0805  ___________________________________________________________________
 BL0805* NAD 83(1986)-  30 46 12.     (N)    095 23 08.     (W)     SCALED    
 BL0805* NAVD 88     -       123.70   (+/-2cm)     405.8    (feet)  VERTCON   
 BL0805  ___________________________________________________________________
 BL0805  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BL0805
 BL0805  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0805
 BL0805.The horizontal coordinates were scaled from a topographic map and have
 BL0805.an estimated accuracy of +/- 6 seconds.
 BL0805
 BL0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0805.The vertical order pertains to the NGVD 29 superseded value.
 BL0805
 BL0805.The geoid height was determined by GEOID03.
 BL0805
 BL0805;                    North         East    Units  Estimated Accuracy
 BL0805;SPC TX C     - 3,132,840.    1,173,460.      MT  (+/- 180 meters Scaled)
 BL0805
 BL0805                          SUPERSEDED SURVEY CONTROL
 BL0805
 BL0805  NGVD 29 (??/??/92)  123.707  (m)          405.86   (f) ADJ UNCH    1 2
 BL0805
 BL0805.Superseded values are not recommended for survey control.
 BL0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0805.See file dsdata.txt to determine how the superseded data were derived.
 BL0805
 BL0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ716065(NAD 83)
 BL0805_MARKER: DR = REFERENCE MARK DISK
 BL0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0805_STAMPING: DODGE NO 2 1942
 BL0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0805+STABILITY: SURFACE MOTION
 BL0805
 BL0805  HISTORY     - Date     Condition        Report By
 BL0805  HISTORY     - 1942     MONUMENTED       CGS
 BL0805  HISTORY     - 1960     GOOD             NGS
 BL0805
 BL0805                          STATION DESCRIPTION
 BL0805
 BL0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0805'6.9 MI NE FROM PHELPS.
 BL0805'ABOUT 6.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0805'STATION AT PHELPS, THENCE 0.35 MILE NORTHEAST ALONG A PRIVATE ROAD TO
 BL0805'THE E. R. WRIGHT FARMHOUSE, THENCE 0.2 MILE NORTH ALONG A WOODS ROAD
 BL0805'WHICH PARALLELS THE WEST SIDE OF A FENCE TO A GATE, THENCE 0.2 MILE
 BL0805'NORTH ALONG A VERY DIM WOODS ROAD TO AN INTERSECTION OF WOODS ROADS,
 BL0805'THENCE 0.15 MILE EAST ALONG AN ABANDONED WOODS ROAD, 69 FEET NORTH OF
 BL0805'THE CENTER LINE OF THE ROAD, 100.8 FEET NORTH AND ACROSS THE ROAD FROM
 BL0805'TRIANGULATION STATION DODGE 1942, 34 FEET SOUTHEAST OF A 14-INCH OAK
 BL0805'TREE MARKED WITH A TRIANGULAR BLAZE AND IN THE TOP OF A CONCRETE POST
 BL0805'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0635 ***********************************************************************
 EN0635  DESIGNATION -  DODSON 1923
 EN0635  PID         -  EN0635
 EN0635  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0635  USGS QUAD   -  DODSON (1964)
 EN0635
 EN0635                         *CURRENT SURVEY CONTROL
 EN0635  ___________________________________________________________________
 EN0635* NAD 83(1993)-  34 46 34.31629(N)    100 00 39.58466(W)     ADJUSTED  
 EN0635* NAVD 88     -       568.3    (meters)    1864.     (feet)  VERTCON   
 EN0635  ___________________________________________________________________
 EN0635  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 EN0635  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EN0635
 EN0635  HORZ ORDER  -  SECOND
 EN0635
 EN0635.The horizontal coordinates were established by classical geodetic methods
 EN0635.and adjusted by the National Geodetic Survey in February 1996..
 EN0635
 EN0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0635
 EN0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0635
 EN0635.The geoid height was determined by GEOID03.
 EN0635
 EN0635;                    North         East     Units Scale Factor Converg.
 EN0635;SPC TX N     - 1,087,136.404   336,288.719   MT  0.99997314   +0 51 46.6
 EN0635;SPC TX N     - 3,566,713.35  1,103,307.24   sFT  0.99997314   +0 51 46.6
 EN0635;SPC OK S     -   161,881.761   415,944.381   MT  0.99994154   -1 08 29.3
 EN0635;SPC OK S     -   531,107.08  1,364,644.19   sFT  0.99994154   -1 08 29.3
 EN0635;UTM  14      - 3,848,690.379   407,492.794   MT  0.99970547   -0 34 36.1
 EN0635
 EN0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0635!SPC TX N     -   0.99991518  x   0.99997314  =   0.99988832
 EN0635!SPC OK S     -   0.99991518  x   0.99994154  =   0.99985673
 EN0635!UTM  14      -   0.99991518  x   0.99970547  =   0.99962068
 EN0635
 EN0635:                Primary Azimuth Mark                     Grid Az
 EN0635:SPC TX N     -  HOLLIS EAST MUNICIPAL TANK               138 14 02.6
 EN0635:SPC OK S     -  HOLLIS EAST MUNICIPAL TANK               140 14 18.5
 EN0635:UTM  14      -  HOLLIS EAST MUNICIPAL TANK               139 40 25.3
 EN0635
 EN0635|---------------------------------------------------------------------|
 EN0635| PID    Reference Object                     Distance      Geod. Az  |
 EN0635|                                                           dddmmss.s |
 EN0635| EM1036 HOLLIS EAST MUNICIPAL TANK          APPROX.14.1 KM 1390549.2 |
 EN0635|---------------------------------------------------------------------|
 EN0635
 EN0635                          SUPERSEDED SURVEY CONTROL
 EN0635
 EN0635  NAD 83(1993)-  34 46 34.31630(N)    100 00 39.58467(W) AD(       ) 2
 EN0635  NAD 83(1986)-  34 46 34.32152(N)    100 00 39.57721(W) AD(       ) 2
 EN0635  NAD 27      -  34 46 34.11400(N)    100 00 38.20300(W) AD(       ) 2
 EN0635  NGVD 29 (07/19/86)  568.0    (m)         1864.     (f) VERT ANG       
 EN0635
 EN0635.Superseded values are not recommended for survey control.
 EN0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0635.See file dsdata.txt to determine how the superseded data were derived.
 EN0635
 EN0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0749348690(NAD 83)
 EN0635_MARKER: DS = TRIANGULATION STATION DISK
 EN0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0635+STABILITY: SURFACE MOTION
 EN0635
 EN0635  HISTORY     - Date     Condition        Report By
 EN0635  HISTORY     - 1923     MONUMENTED       CGS
 EN0635  HISTORY     - 1966     GOOD             CGS
 EN0635  HISTORY     - 1973     GOOD             USAF
 EN0635
 EN0635                          STATION DESCRIPTION
 EN0635
 EN0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EN0635'STATION IS ON THE OLD STATE LINE, 3/4 MI. NE OF DODSONVILLE,
 EN0635'AT THE NE CORNER OF THE CEMETERY.  STATION IS IDENTICAL WITH
 EN0635'THE NE CORNER OF SECTION 40 AND SE CORNER OF SECTION 41,
 EN0635'LOT 10 OF THE H. AND G.N. RAILROAD SURVEY OF THE STATE OF TEXAS.
 EN0635'THIS CORNER WAS FOUND MARKED BY A STUB AND STONE.  THE POSITION
 EN0635'OF THE STUB WAS HELD AND REMARKED ON THE SURFACE AND UNDERGROUND
 EN0635'WITH STANDARD BRONZE DISKS IN CONCRETE.
 EN0635'
 EN0635'NO REFERENCE MARK WAS SET.  THIS POINT MARKS THE NE CORNER OF
 EN0635'THE LAND OF E.H. DODSON WHO LIVES 1/4 MI. W OF THE STATION,
 EN0635'AND OWNS THE N HALF OF SECTION 40.
 EN0635'
 EN0635'BEARING TO HOLLIS CITY WATER TANK IS S 40 DEG 54 MIN E.
 EN0635'
 EN0635'ELEVATION OF STATION IS 568 M. (1864 FT.).
 EN0635
 EN0635                          STATION RECOVERY (1966)
 EN0635
 EN0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 EN0635'THE STATION WAS VISITED.  THE STATION MARK WAS RECOVERED IN
 EN0635'GOOD CONDITION.  THE MARK IS COVERED BY 10-INCHES OF DRIFT SAND.
 EN0635'THE FOLLOWING MEASUREMENTS TO LOCAL OBJECTS WERE MADE TO AID IN
 EN0635'FUTURE RECOVERY OF THE STATION.  IT IS 68.5 FEET NORTH-NORTHWEST
 EN0635'OF A TELEPHONE POLE, 58.0 FEET EAST-NORTHEAST OF THE NORTHEAST
 EN0635'CORNER OF CONCRETE CURBING FOR THE LYNN GRAVE PLOT, 16.0
 EN0635'FEET SOUTH OF A FENCE CORNER POST AND 14.0 FEET WEST OF
 EN0635'CENTERLINE OF NORTH-SOUTH GRADED DIRT ROAD.
 EN0635'
 EN0635'TO REACH THE STATION FROM THE MAIN INTERSECTION AT THE 1ST
 EN0635'STATE BANK IN DODSON, GO EAST ON FARM ROAD 338 FOR 0.65 MILES,
 EN0635'TURN LEFT, NORTH, ON GRADED ROAD AND GO 0.5 MILE TO STATION
 EN0635'ON LEFT AT NORTHEAST CORNER OF THE CEMETERY.
 EN0635
 EN0635                          STATION RECOVERY (1973)
 EN0635
 EN0635'RECOVERY NOTE BY US AIR FORCE 1973
 EN0635'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 EN0635'DESCRIBED.  AS WAS INDICATED IN THE 1966 RECOVERY NOTE, THE
 EN0635'STATION WAS AGAIN FOUND COVERED BY 10 INCHES OF DRIFT SAND.
 EN0635'THE MEASUREMENTS GIVEN IN THE 1966 RECOVERY NOTE ARE ADEQUATE
 EN0635'TO RECOVER THE STATION.  THE ROUTE DESCRIPTION IS ALSO ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0298 ***********************************************************************
 BA0298  DESIGNATION -  DOG
 BA0298  PID         -  BA0298
 BA0298  STATE/COUNTY-  TX/BREWSTER
 BA0298  USGS QUAD   -  DOG CANYON (1983)
 BA0298
 BA0298                         *CURRENT SURVEY CONTROL
 BA0298  ___________________________________________________________________
 BA0298* NAD 83(1993)-  29 42 27.52218(N)    103 34 27.51662(W)     ADJUSTED  
 BA0298* NAVD 88     -      1189.385  (meters)    3902.17   (feet)  ADJUSTED  
 BA0298  ___________________________________________________________________
 BA0298  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 BA0298  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 BA0298  DYNAMIC HT  -        1187.439 (meters)    3895.79  (feet)  COMP
 BA0298  MODELED GRAV-     978,965.1   (mgal)                       NAVD 88
 BA0298
 BA0298  HORZ ORDER  -  SECOND
 BA0298  VERT ORDER  -  SECOND    CLASS 0
 BA0298
 BA0298.The horizontal coordinates were established by classical geodetic methods
 BA0298.and adjusted by the National Geodetic Survey in February 1996..
 BA0298
 BA0298.The orthometric height was determined by differential leveling
 BA0298.and adjusted by the National Geodetic Survey in June 1991..
 BA0298
 BA0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0298
 BA0298.The geoid height was determined by GEOID03.
 BA0298
 BA0298.The dynamic height is computed by dividing the NAVD 88
 BA0298.geopotential number by the normal gravity value computed on the
 BA0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0298.degrees latitude (g = 980.6199 gals.).
 BA0298
 BA0298.The modeled gravity was interpolated from observed gravity values.
 BA0298
 BA0298;                    North         East     Units Scale Factor Converg.
 BA0298;SPC TXSC     - 4,216,379.068   157,517.934   MT  0.99988433   -2 14 27.6
 BA0298;SPC TXSC     -13,833,236.99    516,790.09   sFT  0.99988433   -2 14 27.6
 BA0298;UTM  13      - 3,287,241.214   637,913.034   MT  0.99983468   +0 42 23.9
 BA0298
 BA0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0298!SPC TXSC     -   0.99981661  x   0.99988433  =   0.99970096
 BA0298!UTM  13      -   0.99981661  x   0.99983468  =   0.99965132
 BA0298
 BA0298:                Primary Azimuth Mark                     Grid Az
 BA0298:SPC TXSC     -  DOG AZ                                   022 32 07.3
 BA0298:UTM  13      -  DOG AZ                                   019 35 15.8
 BA0298
 BA0298|---------------------------------------------------------------------|
 BA0298| PID    Reference Object                     Distance      Geod. Az  |
 BA0298|                                                           dddmmss.s |
 BA0298| BA0296 DOG AZ                                             0201739.7 |
 BA0298| BA0299 DOG RM 1                              6.668 METERS 04457     |
 BA0298| BA0300 DOG RM 2                              5.168 METERS 23142     |
 BA0298|---------------------------------------------------------------------|
 BA0298
 BA0298                          SUPERSEDED SURVEY CONTROL
 BA0298
 BA0298  NAD 83(1986)-  29 42 27.51752(N)    103 34 27.51861(W) AD(       ) 2
 BA0298  NAD 27      -  29 42 26.86500(N)    103 34 25.89600(W) AD(       ) 2
 BA0298  NGVD 29 (??/??/92) 1188.919  (m)         3900.65   (f) ADJ UNCH    2 0
 BA0298
 BA0298.Superseded values are not recommended for survey control.
 BA0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0298.See file dsdata.txt to determine how the superseded data were derived.
 BA0298
 BA0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN3791387241(NAD 83)
 BA0298_MARKER: DS = TRIANGULATION STATION DISK
 BA0298_SETTING: 66 = SET IN ROCK OUTCROP
 BA0298_SP_SET: ROCK OUTCROP
 BA0298_STAMPING: DOG 1943
 BA0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0298+STABILITY: POSITION/ELEVATION WELL
 BA0298
 BA0298  HISTORY     - Date     Condition        Report By
 BA0298  HISTORY     - 1943     MONUMENTED       CGS
 BA0298  HISTORY     - 1943     GOOD             CGS
 BA0298  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0298  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0298
 BA0298                          STATION DESCRIPTION
 BA0298
 BA0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0298'LOCATED ON THE E SIDE OF THE ALPINE-TERLINGUA HIGHWAY, AT THE
 BA0298'SUMMIT OF A LOW PASS 52.7 MILES, BY ROAD, S OF ALPINE AND
 BA0298'2.2 MILES SW OF THE JUNCTION OF THE OLD ALPINE-TERLINGUA HIGHWAY
 BA0298'THROUGH DOG CANYON, AT THE END OF THE TANGENT WHERE THE HIGHWAY
 BA0298'CURVES MORE SW, DOWNGRADE.
 BA0298'
 BA0298'STATION MARK IS A BRONZE DISK SET IN A DEPRESSION IN OUTCROPPING
 BA0298'BEDROCK FLUSH WITH THE GROUND.  STAMPED DOG 1943.
 BA0298'
 BA0298'REFERENCE MARK NO. 1, N OF THE STATION, IS A BRONZE DISK
 BA0298'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 BA0298'STAMPED DOG NO. 1 1943.
 BA0298'
 BA0298'REFERENCE MARK NO. 2, S OF THE STATION, IS A BRONZE DISK
 BA0298'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES,
 BA0298'STAMPED DOG NO. 2 1943.
 BA0298'
 BA0298'AZIMUTH IS LOCATED 1.9 MILES N OF THE STATION AND 25 YARDS
 BA0298'W OF THE CENTER LINE OF THE HIGHWAY AND 2 FEET E OF A N-S
 BA0298'FENCE LINE.  IT IS A BRONZE DISK SET IN THE TOP OF A SQUARE
 BA0298'POST WHICH PROJECTS 7 INCHES ABOVE THE GROUND.  STAMPED DOG 1943.
 BA0298'
 BA0298'A WHITE, WOODEN, WITNESS POST PROJECTS 3 FEET, 5 FEET E OF THE
 BA0298'STATION.
 BA0298'
 BA0298'REACHED FROM ALPINE BY GOING S TOWARD TERLINGUA, ON GRADED
 BA0298'HIGHWAY, FOR 35.3 MILES TO THE 02 RANCH ROAD, WHICH LEADS TO
 BA0298'THE RIGHT THROUGH A WOODEN GATE, CONTINUE S ON THE HIGHWAY
 BA0298'TOWARD TERLINGUA FOR 17.4 MILES TO THE SUMMIT OF A LOW,
 BA0298'LIMESTONE COVERED RIDGE AND THE STATION TO THE E OF THE HIGHWAY,
 BA0298'84 FEET E OF CENTER LINE.
 BA0298'
 BA0298'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 BA0298
 BA0298                          STATION RECOVERY (1943)
 BA0298
 BA0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BA0298'33.3 MI N FROM TERLINGUA.
 BA0298'THIS MARK IS ABOUT 33.3 MILES NORTH ALONG A DIRT ROAD FROM THE CHISOS
 BA0298'HOTEL AT TERLINGUA, BREWSTER COUNTY, AT THE SUMMIT OF A LONG HILL,
 BA0298'82.2 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 5.9 FEET WEST OF A
 BA0298'WIRE FENCE WHICH RUNS NORTH AND SOUTH, SET IN THE TOP OF A FLAT ROCK
 BA0298'OUTCROP, ABOUT 3 FEET HIGHER THAN THE ROAD.
 BA0298
 BA0298                          STATION RECOVERY (1958)
 BA0298
 BA0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0298'MARK NOT FOUND.
 BA0298
 BA0298                          STATION RECOVERY (2001)
 BA0298
 BA0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0298'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6351 ***********************************************************************
 AW6351  DESIGNATION -  DOG
 AW6351  PID         -  AW6351
 AW6351  STATE/COUNTY-  TX/HARRIS
 AW6351  USGS QUAD   -  LA PORTE (1982)
 AW6351
 AW6351                         *CURRENT SURVEY CONTROL
 AW6351  ___________________________________________________________________
 AW6351* NAD 83(1993)-  29 41 58.99287(N)    095 00 32.62359(W)     ADJUSTED  
 AW6351* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6351  ___________________________________________________________________
 AW6351  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AW6351  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6351
 AW6351  HORZ ORDER  -  THIRD
 AW6351
 AW6351.The horizontal coordinates were established by classical geodetic methods
 AW6351.and adjusted by the National Geodetic Survey in February 1996..
 AW6351
 AW6351.The orthometric height was scaled from a topographic map.
 AW6351
 AW6351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6351
 AW6351.The geoid height was determined by GEOID03.
 AW6351
 AW6351;                    North         East     Units Scale Factor Converg.
 AW6351;SPC TXSC     - 4,213,434.738   986,104.788   MT  0.99988344   +1 57 18.8
 AW6351;SPC TXSC     -13,823,577.14  3,235,245.46   sFT  0.99988344   +1 57 18.8
 AW6351;UTM  15      - 3,287,201.517   305,629.485   MT  1.00006616   -0 59 44.6
 AW6351
 AW6351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6351!SPC TXSC     -   1.00000411  x   0.99988344  =   0.99988755
 AW6351!UTM  15      -   1.00000411  x   1.00006616  =   1.00007027
 AW6351
 AW6351                          SUPERSEDED SURVEY CONTROL
 AW6351
 AW6351  NAD 83(1986)-  29 41 59.00909(N)    095 00 32.60451(W) AD(       ) 3
 AW6351  NAD 27      -  29 41 58.18575(N)    095 00 31.86219(W) AD(       ) 3
 AW6351
 AW6351.Superseded values are not recommended for survey control.
 AW6351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6351.See file dsdata.txt to determine how the superseded data were derived.
 AW6351
 AW6351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0562987202(NAD 83)
 AW6351_MARKER: N = NAIL
 AW6351_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AW6351_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AW6351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6351
 AW6351  HISTORY     - Date     Condition        Report By
 AW6351  HISTORY     - 1930     MONUMENTED       CGS
 AW6351  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6351  HISTORY     - 1953     MARK NOT FOUND   CGS
 AW6351
 AW6351                          STATION DESCRIPTION
 AW6351
 AW6351'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JAB)
 AW6351'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 115+00.
 AW6351'LOCATED ON N SIDE OF SPILLMAN ISLAND, ABOUT 400 METERS W
 AW6351'OF JUNCTION OF GOOSE CREEK CHANNEL WITH HOUSTON SHIP CHANNEL.
 AW6351'600 FEET S OF CENTER LINE AND 53 METERS S OF SHORELINE OF THE
 AW6351'HOUSTON SHIP CHANNEL.  THERE IS A TALL WILLOW TREE AT
 AW6351'APPROXIMATELY 120 METERS IN A SW DIRECTION.
 AW6351'
 AW6351'STATION IS MARKED BY A NAIL SET IN CONCRETE IN THE TOP OF A
 AW6351'6-INCH TILE, FLUSH WITH THE GROUND.  THE BASE LINE NUMBER AND
 AW6351'DISTANCE TO CENTER LINE OF CHANNEL ARE STAMPED ON THE CONCRETE.
 AW6351'
 AW6351'REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AW6351'POSTS.
 AW6351'
 AW6351'REFERENCE MARK 1 IS 16.045 METERS FROM STATION S 67 DEG 30 MIN E.
 AW6351'
 AW6351'REFERENCE MARK 2 IS 14.300 METERS FROM STATION S 22 DEG 30 MIN W.
 AW6351
 AW6351                          STATION RECOVERY (1952)
 AW6351
 AW6351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6351'STATION WAS NOT RECOVERED.  A SEARCH OF THE AREA WAS MADE
 AW6351'BUT NO TRACE OF THE STATION OR REFERENCE MARKS WAS FOUND.
 AW6351'THE LOCATION OF THE CHANNEL HAS BEEN CHANGED IN THIS AREA
 AW6351'AND THE STATION WAS PROBABLY DESTROYED BY THIS OPERATION.
 AW6351
 AW6351                          STATION RECOVERY (1953)
 AW6351
 AW6351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AW6351'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0296 ***********************************************************************
 BA0296  DESIGNATION -  DOG AZ
 BA0296  PID         -  BA0296
 BA0296  STATE/COUNTY-  TX/BREWSTER
 BA0296  USGS QUAD   -  DOG CANYON (1983)
 BA0296
 BA0296                         *CURRENT SURVEY CONTROL
 BA0296  ___________________________________________________________________
 BA0296* NAD 83(1986)-  29 44 01.     (N)    103 33 45.     (W)     SCALED    
 BA0296* NAVD 88     -      1175.906  (meters)    3857.95   (feet)  ADJUSTED  
 BA0296  ___________________________________________________________________
 BA0296  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 BA0296  DYNAMIC HT  -        1173.979 (meters)    3851.63  (feet)  COMP
 BA0296  MODELED GRAV-     978,963.1   (mgal)                       NAVD 88
 BA0296
 BA0296  VERT ORDER  -  SECOND    CLASS 0
 BA0296
 BA0296.The horizontal coordinates were scaled from a topographic map and have
 BA0296.an estimated accuracy of +/- 6 seconds.
 BA0296
 BA0296.The orthometric height was determined by differential leveling
 BA0296.and adjusted by the National Geodetic Survey in June 1991..
 BA0296
 BA0296.The geoid height was determined by GEOID03.
 BA0296
 BA0296.The dynamic height is computed by dividing the NAVD 88
 BA0296.geopotential number by the normal gravity value computed on the
 BA0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0296.degrees latitude (g = 980.6199 gals.).
 BA0296
 BA0296.The modeled gravity was interpolated from observed gravity values.
 BA0296
 BA0296;                    North         East    Units  Estimated Accuracy
 BA0296;SPC TXSC     - 4,219,210.      158,770.      MT  (+/- 180 meters Scaled)
 BA0296
 BA0296                          SUPERSEDED SURVEY CONTROL
 BA0296
 BA0296  NGVD 29 (??/??/92) 1175.43   (m)         3856.4    (f) COMPUTED    2 0
 BA0296
 BA0296.Superseded values are not recommended for survey control.
 BA0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0296.See file dsdata.txt to determine how the superseded data were derived.
 BA0296
 BA0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN390901(NAD 83)
 BA0296_MARKER: DZ = AZIMUTH MARK DISK
 BA0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0296_STAMPING: DOG 1943
 BA0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0296+STABILITY: SURFACE MOTION
 BA0296
 BA0296  HISTORY     - Date     Condition        Report By
 BA0296  HISTORY     - 1943     MONUMENTED       CGS
 BA0296  HISTORY     - 1958     GOOD             NGS
 BA0296  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0296  HISTORY     - 20030420 GOOD             USPSQD
 BA0296
 BA0296                          STATION DESCRIPTION
 BA0296
 BA0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0296'33.95 MI N FROM TERLINGUA.
 BA0296'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0296'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0296'THENCE ABOUT 18.55 MILES NORTH ALONG STATE HIGHWAY 118.  61 FEET WEST
 BA0296'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2 MILE SOUTH OF A CURVE IN
 BA0296'THE HIGHWAY, 1 1/2 FEET EAST OF THE WEST HIGHWAY RIGHT OF WAY FENCE, 1
 BA0296'1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BA0296'CONCRETE POST PROJECTING 6 INCHES.
 BA0296
 BA0296                          STATION RECOVERY (2001)
 BA0296
 BA0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0296'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BA0296
 BA0296                          STATION RECOVERY (2003)
 BA0296
 BA0296'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0299 ***********************************************************************
 BA0299  DESIGNATION -  DOG RM 1
 BA0299  PID         -  BA0299
 BA0299  STATE/COUNTY-  TX/BREWSTER
 BA0299  USGS QUAD   -  DOG CANYON (1983)
 BA0299
 BA0299                         *CURRENT SURVEY CONTROL
 BA0299  ___________________________________________________________________
 BA0299* NAD 83(1986)-  29 42 27.     (N)    103 34 27.     (W)     SCALED    
 BA0299* NAVD 88     -      1189.401  (meters)    3902.23   (feet)  ADJUSTED  
 BA0299  ___________________________________________________________________
 BA0299  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 BA0299  DYNAMIC HT  -        1187.455 (meters)    3895.84  (feet)  COMP
 BA0299  MODELED GRAV-     978,965.1   (mgal)                       NAVD 88
 BA0299
 BA0299  VERT ORDER  -  SECOND    CLASS 0
 BA0299
 BA0299.The horizontal coordinates were scaled from a topographic map and have
 BA0299.an estimated accuracy of +/- 6 seconds.
 BA0299
 BA0299.The orthometric height was determined by differential leveling
 BA0299.and adjusted by the National Geodetic Survey in June 1991..
 BA0299
 BA0299.The geoid height was determined by GEOID03.
 BA0299
 BA0299.The dynamic height is computed by dividing the NAVD 88
 BA0299.geopotential number by the normal gravity value computed on the
 BA0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0299.degrees latitude (g = 980.6199 gals.).
 BA0299
 BA0299.The modeled gravity was interpolated from observed gravity values.
 BA0299
 BA0299;                    North         East    Units  Estimated Accuracy
 BA0299;SPC TXSC     - 4,216,360.      157,530.      MT  (+/- 180 meters Scaled)
 BA0299
 BA0299                          SUPERSEDED SURVEY CONTROL
 BA0299
 BA0299  NGVD 29 (??/??/92) 1188.935  (m)         3900.70   (f) ADJ UNCH    2 0
 BA0299
 BA0299.Superseded values are not recommended for survey control.
 BA0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0299.See file dsdata.txt to determine how the superseded data were derived.
 BA0299
 BA0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN379872(NAD 83)
 BA0299_MARKER: DR = REFERENCE MARK DISK
 BA0299_SETTING: 66 = SET IN ROCK OUTCROP
 BA0299_SP_SET: ROCK OUTCROP
 BA0299_STAMPING: DOG NO 1 1943
 BA0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0299+STABILITY: POSITION/ELEVATION WELL
 BA0299
 BA0299  HISTORY     - Date     Condition        Report By
 BA0299  HISTORY     - 1943     MONUMENTED       CGS
 BA0299  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0299  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0299
 BA0299                          STATION DESCRIPTION
 BA0299
 BA0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0299'33.3 MI N FROM TERLINGUA.
 BA0299'AT THE SUMMIT OF A LONG HILL, 85.3 FEET EAST OF THE CENTERLINE OF THE
 BA0299'DIRT ROAD, 1.6 FEET WEST OF A NORTH-AND-SOUTH WIRE FENCE, IN THE TOP
 BA0299'OF A FLAT ROCK OUTCROP, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A
 BA0299'STANDARD REFERENCE-MARK DISK, STAMPED DOG NO 1 1943.
 BA0299
 BA0299                          STATION RECOVERY (2001)
 BA0299
 BA0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0299'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2601 ***********************************************************************
 BY2601  DESIGNATION -  DOGGETT
 BY2601  PID         -  BY2601
 BY2601  STATE/COUNTY-  TX/SHELBY
 BY2601  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY2601
 BY2601                         *CURRENT SURVEY CONTROL
 BY2601  ___________________________________________________________________
 BY2601* NAD 83(1993)-  31 57 00.89646(N)    094 03 30.90832(W)     ADJUSTED  
 BY2601* NAVD 88     -       112.6    (meters)     369.     (feet)  VERTCON   
 BY2601  ___________________________________________________________________
 BY2601  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 BY2601  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BY2601
 BY2601  HORZ ORDER  -  FIRST
 BY2601
 BY2601.The horizontal coordinates were established by classical geodetic methods
 BY2601.and adjusted by the National Geodetic Survey in February 1996..
 BY2601
 BY2601.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2601
 BY2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2601
 BY2601.The geoid height was determined by GEOID03.
 BY2601
 BY2601;                    North         East     Units Scale Factor Converg.
 BY2601;SPC TX C     - 3,269,887.578 1,292,937.086   MT  1.00001866   +3 13 54.7
 BY2601;SPC TX C     -10,727,956.16  4,241,911.09   sFT  1.00001866   +3 13 54.7
 BY2601;SPC TXNC     - 2,040,323.491 1,019,807.972   MT  1.00005574   +2 25 20.4
 BY2601;SPC TXNC     - 6,693,961.32  3,345,819.99   sFT  1.00005574   +2 25 20.4
 BY2601;SPC LA N     -   161,855.705   852,662.496   MT  0.99991490   -0 49 26.5
 BY2601;SPC LA N     -   531,021.59  2,797,443.54   sFT  0.99991490   -0 49 26.5
 BY2601;UTM  15      - 3,535,410.305   399,954.451   MT  0.99972344   -0 33 36.8
 BY2601
 BY2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2601!SPC TX C     -   0.99998638  x   1.00001866  =   1.00000504
 BY2601!SPC TXNC     -   0.99998638  x   1.00005574  =   1.00004212
 BY2601!SPC LA N     -   0.99998638  x   0.99991490  =   0.99990128
 BY2601!UTM  15      -   0.99998638  x   0.99972344  =   0.99970982
 BY2601
 BY2601:                Primary Azimuth Mark                     Grid Az
 BY2601:SPC TX C     -  HASLAM STANDPIPE                         060 23 25.8
 BY2601:SPC TXNC     -  HASLAM STANDPIPE                         061 12 00.1
 BY2601:SPC LA N     -  HASLAM STANDPIPE                         064 26 47.0
 BY2601:UTM  15      -  HASLAM STANDPIPE                         064 10 57.3
 BY2601
 BY2601|---------------------------------------------------------------------|
 BY2601| PID    Reference Object                     Distance      Geod. Az  |
 BY2601|                                                           dddmmss.s |
 BY2601| BY2602 HASLAM STANDPIPE                    APPROX. 3.5 KM 0633720.5 |
 BY2601| BX3058 NEAR LOGANSPORT OIL DERRICK         APPROX. 9.2 KM 0803353.3 |
 BY2601| CV7515 DOGGETT AZ MK                                      0813857.6 |
 BY2601| CV7517 DOGGETT RM 1                         29.658 METERS 16241     |
 BY2601| BY2607 CENTER TANK                         APPROX.20.8 KM 2140700.3 |
 BY2601| CV7518 DOGGETT RM 2                         90.754 METERS 26939     |
 BY2601| CV7516 DOGGETT RM                           29.680 METERS 26941     |
 BY2601|---------------------------------------------------------------------|
 BY2601
 BY2601                          SUPERSEDED SURVEY CONTROL
 BY2601
 BY2601  NAD 83(1986)-  31 57 00.90491(N)    094 03 30.90182(W) AD(       ) 1
 BY2601  NAD 27      -  31 57 00.29900(N)    094 03 30.21100(W) AD(       ) 1
 BY2601  NGVD 29 (07/19/86)  112.7    (m)          370.     (f) VERT ANG       
 BY2601
 BY2601.Superseded values are not recommended for survey control.
 BY2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2601.See file dsdata.txt to determine how the superseded data were derived.
 BY2601
 BY2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR9995435410(NAD 83)
 BY2601_MARKER: DS = TRIANGULATION STATION DISK
 BY2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2601
 BY2601  HISTORY     - Date     Condition        Report By
 BY2601  HISTORY     - 1919     MONUMENTED       CGS
 BY2601  HISTORY     - 1934     GOOD             CGS
 BY2601  HISTORY     - 1947     GOOD             LOCSUR
 BY2601  HISTORY     - 1956     GOOD             CGS
 BY2601  HISTORY     - 1958     GOOD             CGS
 BY2601  HISTORY     - 1962     GOOD             TX-049
 BY2601
 BY2601                          STATION DESCRIPTION
 BY2601
 BY2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY2601'ABOUT 5 MILES BY ROAD W OF LOGANSPORT, LA., 1 MILE S OF JOAQUIN,
 BY2601'ON TOP OF A HILL, IN THE EDGE OF A CULTIVATED FIELD BELONGING
 BY2601'TO F.A. DOGGETT, ABOUT 300 METERS (984 FEET) W OF HIS HOUSE,
 BY2601'AND 3 METERS (10 FEET) S OF CENTER LINE OF RAIL FENCE TO THE N OF
 BY2601'WHICH ARE WOODS.
 BY2601'
 BY2601'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY2601'DISKS.
 BY2601'
 BY2601'REFERENCE MARK (1919) IS SET IN A CORNER OF THE FENCE ON THE
 BY2601'SIDE OF FIELD TO W OF STATION, 29.68 METERS (97.4 FEET) FROM
 BY2601'STATION S 17 DEG 18 MIN E.
 BY2601'
 BY2601'IN 1931 THE STATION WAS RECOVERED IN GOOD CONDITION, AND A
 BY2601'NEW REFERENCE MARK, SIMILAR TO THE ONE PLACED IN 1919, WAS
 BY2601'ESTABLISHED, 90.76 METERS (297.8 FEET) FROM STATION
 BY2601'S 17 DEG 18 MIN E.
 BY2601'
 BY2601'THE AZIMUTH OF A STEEL WATER TANK AT HASLAM IS N 26 DEG 23 MIN E.
 BY2601'19 SEC.
 BY2601'
 BY2601'ELEVATION OF STATION, 112.7 METERS (370 FEET).
 BY2601
 BY2601                          STATION RECOVERY (1934)
 BY2601
 BY2601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WSD)
 BY2601'THE STATION WAS FOUND AS DESCRIBED AND APPEARS TO BE IN EXCELLENT
 BY2601'CONDITION.
 BY2601
 BY2601                          STATION RECOVERY (1947)
 BY2601
 BY2601'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947
 BY2601'RECOVERED BY MAYES-BEVAN CO.
 BY2601'
 BY2601'STATION AND REFERENCE MARK (1931) RECOVERED IN GOOD CONDITION.
 BY2601'
 BY2601'TO REACH FROM CENTER--FOLLOW STATE HIGHWAY 7 NE FOR 13.5 MI. TO
 BY2601'A SECONDARY ROAD INTERSECTION.  TURN LEFT (N) FOR 500 FT. TO
 BY2601'A FAIRLY NEW WHITE HOUSE OCCUPIED BY A MRS. DOGGETT.  FOLLOW
 BY2601'A WINDING FIELD AND WOODS ROAD BEHIND THE DOGGETT HOUSE FOR
 BY2601'ABOUT 3/4 MI. W TO THE STATION.  (THE HOUSE MENTIONED IN THE
 BY2601'PREVIOUS DESCRIPTION HAS BEEN TORN DOWN.)
 BY2601
 BY2601                          STATION RECOVERY (1956)
 BY2601
 BY2601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JHH)
 BY2601'THE STATION WAS RECOVERED IN GOOD CONDITION.  DIRECTIONS FOR
 BY2601'PROCEEDING TO STATION SITE ARE CORRECT EXCEPT THAT EVIDENCE OF
 BY2601'RAIL FENCE MENTIONED IN DESCRIPTION NO LONGER EXISTS.
 BY2601
 BY2601                          STATION RECOVERY (1958)
 BY2601
 BY2601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2601'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 BY2601'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A AZIMUTH MARK WAS
 BY2601'ESTABLISHED BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS.
 BY2601'
 BY2601'THE STATION IS LOCATED ABOUT 4 MILES WEST OF LOGANSPORT, ABOUT
 BY2601'1 MILE SOUTH OF JOAQUIN, IN THE SOUTHWEST EDGE OF A FIELD THAT
 BY2601'HAS BEEN IN CULTIVATION, ABOUT 120 FEET SOUTHEAST OF A LARGE
 BY2601'TREE.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 BY2601'GROUND AND IS STAMPED DOGGETT 1919-30.
 BY2601'
 BY2601'REFERENCE MARK NO. 1 IS SET NEAR THE TOP OF THE HILL AND IS
 BY2601'ABOUT 1 FOOT HIGHER THAN THE STATION.  THE MARK PROJECTS 4
 BY2601'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED DOGGETT
 BY2601'NO 1 1919-30.
 BY2601'
 BY2601'REFERENCE MARK NO. 2 IS SET ON THE WEST SLOPE OF THE HILL AND
 BY2601'IS ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK PROJECTS
 BY2601'2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED DOGGETT
 BY2601'NO 2 1919-30.
 BY2601'
 BY2601'AZIMUTH MARK IS ABOUT 150 FEET NORTHWEST OF MRS. DOGGETT HOUSE,
 BY2601'3 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE
 BY2601'CORNER POST.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE
 BY2601'OF THE GROUND AND IS STAMPED DOGGETT 1919- 1958.
 BY2601'
 BY2601'TO REACH THE STATION FROM THE POST OFFICE IN JOAQUIN, GO SOUTH
 BY2601'FOR 0.05 MILE TO U.S. HIGHWAY NO. 84, TURN LEFT ON U.S. HIGHWAY
 BY2601'NO. 84 AND GO EASTERLY FOR 1.0 MILE TO THE JUNCTION OF STATE
 BY2601'HIGHWAY NO. 7, TURN RIGHT ON STATE HIGHWAY NO. 7 AND GO SOUTHWEST
 BY2601'FOR 1.2 MILES TO A CROSSROAD JUST WEST OF A SMALL STORE, TURN
 BY2601'SHARP RIGHT AND GO NORTH FOR 0.1 MILE TO A DRIVEWAY ON THE LEFT
 BY2601'LEADING TO MRS. DOGGETT HOUSE, TURN LEFT AND GO WEST FOR 0.05
 BY2601'MILE TO A SIDE ROAD ON THE RIGHT AND A WIRE GATE, TURN RIGHT
 BY2601'AND PASS THROUGH THE GATE AND GO ABOUT 100 FEET TO THE TOP
 BY2601'OF SMALL HILL AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 BY2601'CONTINUE ON TRACK ROAD FOR 0.2 MILE TO A WIRE GATE,
 BY2601'CONTINUE AHEAD ON THE TRACK ROAD FOR 0.2 MILE TO A WIRE
 BY2601'GATE, PASS THROUGH THE GATE AND CONTINUE UP HILL FOR
 BY2601'0.15 MILE TO THE STATION AS DESCRIBED.
 BY2601'
 BY2601'OBSERVATIONS WERE MADE FROM A 77-FOOT TOWER.
 BY2601'
 BY2601'A 4-WHEEL DRIVE IS REQUIRED IN WET WEATHER.
 BY2601
 BY2601                          STATION RECOVERY (1962)
 BY2601
 BY2601'RECOVERY NOTE BY BROWN COUNTY TEXAS 1962
 BY2601'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED IN 1958.
 BY2601'R.M. 1 WAS ALSO FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2131 ***********************************************************************
 BL2131  DESIGNATION -  DOLEN
 BL2131  PID         -  BL2131
 BL2131  STATE/COUNTY-  TX/LIBERTY
 BL2131  USGS QUAD   -  RAYBURN (1997)
 BL2131
 BL2131                         *CURRENT SURVEY CONTROL
 BL2131  ___________________________________________________________________
 BL2131* NAD 83(1993)-  30 26 12.01619(N)    094 54 34.53454(W)     ADJUSTED  
 BL2131* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 BL2131  ___________________________________________________________________
 BL2131  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BL2131  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL2131
 BL2131  HORZ ORDER  -  SECOND
 BL2131
 BL2131.The horizontal coordinates were established by classical geodetic methods
 BL2131.and adjusted by the National Geodetic Survey in February 1996..
 BL2131
 BL2131.The orthometric height was scaled from a topographic map.
 BL2131
 BL2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2131
 BL2131.The geoid height was determined by GEOID03.
 BL2131
 BL2131;                    North         East     Units Scale Factor Converg.
 BL2131;SPC TX C     - 3,098,057.656 1,220,767.381   MT  0.99992998   +2 47 36.8
 BL2131;SPC TX C     -10,164,210.83  4,005,134.32   sFT  0.99992998   +2 47 36.8
 BL2131;UTM  15      - 3,368,722.112   316,619.207   MT  1.00001487   -0 58 03.5
 BL2131
 BL2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2131!SPC TX C     -   0.99999805  x   0.99992998  =   0.99992803
 BL2131!UTM  15      -   0.99999805  x   1.00001487  =   1.00001292
 BL2131
 BL2131|---------------------------------------------------------------------|
 BL2131| PID    Reference Object                     Distance      Geod. Az  |
 BL2131|                                                           dddmmss.s |
 BL2131| CV7520 DOLEN RM 1                           40.417 METERS 06821     |
 BL2131| CV7519 DOLEN AZ MK                                        1780302.9 |
 BL2131| CV7521 DOLEN RM 2                           36.562 METERS 35706     |
 BL2131|---------------------------------------------------------------------|
 BL2131
 BL2131                          SUPERSEDED SURVEY CONTROL
 BL2131
 BL2131  NAD 83(1986)-  30 26 12.03011(N)    094 54 34.52012(W) AD(       ) 2
 BL2131  NAD 27      -  30 26 11.28700(N)    094 54 33.77000(W) AD(       ) 2
 BL2131
 BL2131.Superseded values are not recommended for survey control.
 BL2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2131.See file dsdata.txt to determine how the superseded data were derived.
 BL2131
 BL2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1661968722(NAD 83)
 BL2131_MARKER: DS = TRIANGULATION STATION DISK
 BL2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2131
 BL2131  HISTORY     - Date     Condition        Report By
 BL2131  HISTORY     - 1952     MONUMENTED       CGS
 BL2131
 BL2131                          STATION DESCRIPTION
 BL2131
 BL2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2131'THE STATION IS LOCATED ABOUT 12.5 MILES NORTHEAST OF CLEVELAND,
 BL2131'7.0 MILES SOUTHEAST OF SHEPHERD, 4.0 MILES WEST OF THE TRINITY
 BL2131'RIVER AND 1.0 MILE NORTH OF THE DOLEN SIDING OF THE GULF,
 BL2131'COLORADO AND SANTA FE RAILROAD.  IT IS 120.0 FEET SOUTHWEST
 BL2131'OF THE SOUTHWEST CORNER OF A SHETT-METAL BUILDING, 58.0
 BL2131'FEET SOUTH OF A FENCE CORNER, 31.0 FEET WEST OF THE CENTER
 BL2131'OF A GRADED ROAD AND 4.0 FEET SOUTHEAST OF A WITNESS POST.
 BL2131'IT PROJECTS 4 INCHES AND IS STAMPED DOLEN 1952.
 BL2131'
 BL2131'REFERENCE MARK NO. 1 IS LOCATED ACROSS THE ROAD FROM THE STATION,
 BL2131'93.0 FEET EAST OF THE CENTER OF A GRADED ROAD, 22.0 FEET SOUTH
 BL2131'OF THE SOUTHEAST CORNER OF A SHEET-METAL BUILDING AND 1.5
 BL2131'FEET WEST OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 BL2131'DOLEN NO 1 1952.
 BL2131'
 BL2131'REFERENCE MARK NO. 2 IS 37.0 FEET WEST OF THE CENTER OF A
 BL2131'GRADED ROAD AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 4 INCHES
 BL2131'AND IS STAMPED DOLEN NO 2 1952.
 BL2131'
 BL2131'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL2131'NO. 2 IS 147.55 FEET.
 BL2131'
 BL2131'THE AZIMUTH MARK IS 55.0 FEET SOUTHWEST OF THE CENTER OF A
 BL2131'CURVE IN A GRADED ROAD, 1.5 FEET SOUTHEAST OF A LARGE GATE
 BL2131'POST AND 1.5 FEET NORTH OF A WITNESS POST.  IT PROJECTS 4
 BL2131'INCHES AND IS STAMPED DOLEN 1952.
 BL2131'
 BL2131'TO REACH THE STATION FROM THE POST OFFICE IN CLEVELAND, GO
 BL2131'EAST ON STATE ROUTE NO. T105 AND STATE ROUTE NO. 321 FOR 0.15
 BL2131'MILE TO WHERE STATE ROUTE T105 TURNS LEFT AND STATE ROUTE
 BL2131'NO. 321 CONTINUES STRAIGHT AHEAD.  HERE TURN LEFT AND GO NORTH
 BL2131'AND EAST ON STATE ROUTE NO. T105 FOR 12.4 MILES TO THE SMALL
 BL2131'COMMUNITY OF DOLEN.  TURN LEFT AND GO NORTH, WEST AND NORTH
 BL2131'FOR 1.7 MILES AND THE AZIMUTH ON THE LEFT AS DESCRIBED.
 BL2131'CONTINUE NORTH ON A GRADED ROAD FOR 0.3 MILE TO A SHEET-METAL
 BL2131'BUILDING ON THE RIGHT AND THE STATION ON THE LEFT AS
 BL2131'DESCRIBED.
 BL2131'
 BL2131'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6026 ***********************************************************************
 AW6026  DESIGNATION -  DOLLAR POINT 2
 AW6026  PID         -  AW6026
 AW6026  STATE/COUNTY-  TX/GALVESTON
 AW6026  USGS QUAD   -  TEXAS CITY (1994)
 AW6026
 AW6026                         *CURRENT SURVEY CONTROL
 AW6026  ___________________________________________________________________
 AW6026* NAD 83(1993)-  29 25 59.28300(N)    094 53 29.18785(W)     ADJUSTED  
 AW6026* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AW6026  ___________________________________________________________________
 AW6026  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6026  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW6026
 AW6026  HORZ ORDER  -  THIRD
 AW6026
 AW6026.The horizontal coordinates were established by classical geodetic methods
 AW6026.and adjusted by the National Geodetic Survey in February 1996..
 AW6026
 AW6026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6026
 AW6026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6026
 AW6026.The geoid height was determined by GEOID03.
 AW6026
 AW6026;                    North         East     Units Scale Factor Converg.
 AW6026;SPC TXSC     - 4,184,301.001   998,517.220   MT  0.99986471   +2 00 46.2
 AW6026;SPC TXSC     -13,727,994.20  3,275,968.58   sFT  0.99986471   +2 00 46.2
 AW6026;UTM  15      - 3,257,463.219   316,529.681   MT  1.00001536   -0 55 47.0
 AW6026
 AW6026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6026!SPC TXSC     -   1.00000404  x   0.99986471  =   0.99986875
 AW6026!UTM  15      -   1.00000404  x   1.00001536  =   1.00001940
 AW6026
 AW6026:                Primary Azimuth Mark                     Grid Az
 AW6026:SPC TXSC     -  RED FISH BAR INNER RNG R LT              005 15 16.7
 AW6026:UTM  15      -  RED FISH BAR INNER RNG R LT              008 11 49.9
 AW6026
 AW6026|---------------------------------------------------------------------|
 AW6026| PID    Reference Object                     Distance      Geod. Az  |
 AW6026|                                                           dddmmss.s |
 AW6026| AW6092 RED FISH BAR INNER RNG R LT         APPROX. 9.7 KM 0071602.9 |
 AW6026| AW6091 RED FISH BAR LIGHT 1                APPROX. 8.3 KM 0095038.1 |
 AW6026| AW6121 RED FISH BAR CUT LIGHT              APPROX. 8.5 KM 0102325.2 |
 AW6026| AW6120 RED FISH BAR LIGHT 2                APPROX. 8.5 KM 0102551.6 |
 AW6026| AW6088 RED FISH BAR INNER RG FT LT         APPROX. 8.5 KM 0121603.6 |
 AW6026| AW6086 RED FISH BAR INNER RNG FT LT        APPROX. 8.5 KM 0121605.6 |
 AW6026| AW5855 HOUSTON SHIP CHAN LT 53             APPROX. 7.1 KM 0190938.5 |
 AW6026| AW5854 HOUSTON SHIP CHAN LT 53             APPROX. 7.1 KM 0192213.5 |
 AW6026| AW5852 HOUSTON SHIP CHAN LT 54             APPROX. 7.3 KM 0202422.5 |
 AW6026| AW5871 HOUSTON SHIP CHAN LT 54             APPROX. 7.3 KM 0203657.2 |
 AW6026| AW5870 HOUSTON SHIP CHAN LT 54             APPROX. 7.3 KM 0203942.1 |
 AW6026| AW5849 RED FISH BAR OUT RNG FT LT          APPROX. 6.4 KM 0314808.7 |
 AW6026| AW5848 HOUSTON SHIP CHAN LT 49             APPROX. 5.4 KM 0401847.8 |
 AW6026| AW5847 HOUSTON SHIP CHAN LT 49             APPROX. 5.4 KM 0404146.6 |
 AW6026| AW5868 HOUSTON SHIP CHAN LT 50             APPROX. 5.6 KM 0413720.5 |
 AW6026| AW5867 HOUSTON SHIP CHAN LT 50             APPROX. 5.6 KM 0413934.3 |
 AW6026| AW5844 RED FISH BAR OUT RNG R LT           APPROX. 5.9 KM 0444142.4 |
 AW6026| AW5869 HOUSTON SHIP CHAN PLINE LT 47       APPROX. 5.1 KM 0472223.0 |
 AW6026| AW5821 HOUSTON SHIP CHAN PLINE LT 47       APPROX. 5.1 KM 0472227.9 |
 AW6026| AW5819 HOUSTON SHIP CHAN PLINE LT 48       APPROX. 5.4 KM 0484122.2 |
 AW6026| AW5839 HOUSTON SHIP CHAN LT 44             APPROX. 5.1 KM 0671616.6 |
 AW6026| AW5841 HOUSTON SHIP CHAN LT 43             APPROX. 4.9 KM 0672010.6 |
 AW6026| AW5838 HOUSTON SHIP CHAN LT 44             APPROX. 5.1 KM 0673942.2 |
 AW6026| AW5843 HOUSTON SHIP CHAN LT 43             APPROX. 4.9 KM 0673902.3 |
 AW6026| AW5833 HOUSTON SHIP CHAN LT 40             APPROX. 5.7 KM 0924657.0 |
 AW6026| AW5837 HOUSTON SHIP CHAN LT 39             APPROX. 5.5 KM 0935955.5 |
 AW6026| AW5831 HOUSTON SHIP CHAN LT 40             APPROX. 5.8 KM 0945750.9 |
 AW6026| AW5834 HOUSTON SHIP CHAN LT 39             APPROX. 5.7 KM 0961347.9 |
 AW6026| AW5835 HOUSTON SHIP CHAN LT 39             APPROX. 5.6 KM 0961944.2 |
 AW6026| AW5863 HOUSTON SHIP CHAN LT 36             APPROX. 7.1 KM 1100936.2 |
 AW6026| AW5830 HOUSTON SHIP CHAN LT 35             APPROX. 6.9 KM 1111947.7 |
 AW6026| AW5861 HOUSTON SHIP CHAN LT 36             APPROX. 7.3 KM 1114434.9 |
 AW6026| AW5862 HOUSTON SHIP CHAN LT 36 1961        APPROX. 7.3 KM 1114502.9 |
 AW6026| AW5828 HOUSTON SHIP CHAN LT 35             APPROX. 7.1 KM 1131255.6 |
 AW6026| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX.14.1 KM 1211738.3 |
 AW6026| AW5826 HOUSTON SHIP CHAN LT 30             APPROX. 9.0 KM 1213729.1 |
 AW6026| AW5823 HOUSTON SHIP CHAN LT 30             APPROX. 9.2 KM 1221544.1 |
 AW6026| AW5858 HOUSTON SHIP CHAN LT 31             APPROX. 8.9 KM 1225515.7 |
 AW6026| AW5859 HOUSTON SHIP CHAN LT 31             APPROX. 8.9 KM 1225712.5 |
 AW6026| AW5860 HOUSTON SHIP CHAN LT 31 1961        APPROX. 8.9 KM 1225721.9 |
 AW6026| AW5820 HOUSTON SHIP CHAN ENT RNG R LT      APPROX. 9.9 KM 1284418.5 |
 AW6026| AW5906 HOUSTON SHIP CHAN ENT RNG F LT      APPROX.10.4 KM 1291043.0 |
 AW6026| CV9736 DOLLAR POINT 2 RM 1                  29.259 METERS 17147     |
 AW6026| AW5712 DOLLAR POINT 3                      256.462 METERS 27554     |
 AW6026| CV9737 DOLLAR POINT 2 RM 2                                27728     |
 AW6026| AW6018 DICKINSON BAYOU CHANNEL LT 14       APPROX. 3.9 KM 3123135.4 |
 AW6026| AW6043 DICKINSON BAYOU CHAN LT 14          APPROX. 3.9 KM 3123215.5 |
 AW6026| AW6022 DICKINSON BAYOU CHANNEL LT 2        APPROX. 3.3 KM 3500253.2 |
 AW6026|---------------------------------------------------------------------|
 AW6026
 AW6026                          SUPERSEDED SURVEY CONTROL
 AW6026
 AW6026  NAD 83(1986)-  29 25 59.29820(N)    094 53 29.16884(W) AD(       ) 3
 AW6026  NAD 27      -  29 25 58.46203(N)    094 53 28.45597(W) AD(       ) 3
 AW6026  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 AW6026
 AW6026.Superseded values are not recommended for survey control.
 AW6026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6026.See file dsdata.txt to determine how the superseded data were derived.
 AW6026
 AW6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1653057463(NAD 83)
 AW6026_MARKER: DS = TRIANGULATION STATION DISK
 AW6026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6026_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6026+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2004
 AW6026
 AW6026  HISTORY     - Date     Condition        Report By
 AW6026  HISTORY     - 1960     MONUMENTED       CGS
 AW6026  HISTORY     - 1965     GOOD             CGS
 AW6026  HISTORY     - 1970     GOOD             LOCENG
 AW6026  HISTORY     - 1974     GOOD             NGS
 AW6026  HISTORY     - 19940407 MARK NOT FOUND   USPSQD
 AW6026  HISTORY     - 20040129 GOOD             USPSQD
 AW6026
 AW6026                          STATION DESCRIPTION
 AW6026
 AW6026'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6026'LOCATED ABOUT 2.5 MILES NORTH OF TEXAS CITY, ON THE WEST SIDE OF
 AW6026'GALVESTON BAY ON DOLLAR POINT.  THE STATION IS ON THE SOUTHERLY
 AW6026'SIDE OF THE POINT, 66 FEET WEST OF THE BANK OF GALVESTON BAY,
 AW6026'62.0 FEET SOUTHEAST OF A LONE SCRUB TREE, 50.0 FEET EAST OF THE
 AW6026'CENTERLINE OF A DIRT ROAD AND 47.0 FEET WEST OF THE CENTERLINE
 AW6026'OF A DIRT ROAD.  A STANDARD DISK STAMPED DOLLAR PT 2 1960 IN
 AW6026'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE
 AW6026'GROUND.  THERE IS NO UNDERGROUND MARK.
 AW6026'
 AW6026'R M 1 IS SOUTH OF THE STATION, 79 FEET WEST OF THE BANK OF
 AW6026'GALVESTON BAY AND 51.0 FEET EAST OF THE CENTERLINE OF THE ROAD.
 AW6026'A STANDARD DISK STAMPED DOLLAR PT 2 1960 NO 1 IN TOP OF A ROUND
 AW6026'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE GROUND.
 AW6026'
 AW6026'R M 2 IS WEST OF THE STATION, 43.0 FEET SOUTH OF THE SOUTHEND OF
 AW6026'A CLUMP OF BRUSH AND 42.0 FEET WEST OF THE CENTERLINE OF THE
 AW6026'ROAD.  A STANDARD DISK STAMPED DOLLAR PT 2 1960 NO 2 IN TOP
 AW6026'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES ABOVE GROUND.
 AW6026'
 AW6026'BOLIVAR POINT LIGHTHOUSE (USE) 1900 IS VISIBLE FROM THE GROUND
 AW6026'AND CAN BE USED FOR AN AZIMUTH MARK.
 AW6026'
 AW6026'HEIGHT OF LIGHT ABOVE STATION MARK 3.3 METERS.
 AW6026
 AW6026                          STATION RECOVERY (1965)
 AW6026
 AW6026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW6026'STATION RECOVERED IN GOOD CONDITION.
 AW6026'
 AW6026'A NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ON THE WEST SIDE OF
 AW6026'GALVESTON BAY ON DOLLAR POINT AND ABOUT 2.5 MILES NORTH OF
 AW6026'TEXAS CITY.
 AW6026'
 AW6026'TO REACH THE STATION FROM THE INTERSECTION OF 9TH AVE. N. AND
 AW6026'BAY ST. N. IN TEXAS CITY--GO NORTH OF BAY ST. 1.0 MILE TO A FORK
 AW6026'IN THE ROAD, TAKE THE RIGHT OR EASTERLY FORK AND PROCEED 0.6
 AW6026'MILE TO ANOTHER FORK, AGAIN TAKE THE RIGHT HAND FORK AND CONTINUE
 AW6026'0.5 MILE TO A LOCKED GATE AT THE BASE OF THE TEXAS CITY
 AW6026'HURRICANE PROTECTION DIKE (KEY MAY BE OBTAINED FROM THE CORPS
 AW6026'OF ENGINEERS AT ELLINGTON FIELD) CONTINUE ON THROUGH THE GATE
 AW6026'AND OVER THE DIKE 0.2 MILE TO A T INTERSECTION, TURN NORTH
 AW6026'(LEFT) AT T AND PROCEED 0.8 MILE TO THE STATION ON THE RIGHT.
 AW6026
 AW6026                          STATION RECOVERY (1970)
 AW6026
 AW6026'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (JTJ)
 AW6026'U.S.C. AND G.S. DOLLAR POINT 2 1960 - RECOVERED IN GOOD CONDITION.
 AW6026'
 AW6026'THE 1965 DESCRIPTION SAYS PROCEED 0.8 MILE TO STATION ON THE
 AW6026'RIGHT.  STATION IS 50 FT. EAST OF A SHELL ROAD RUNNING NORTH
 AW6026'AND SOUTH, 32 FT. WEST OF THE HIGH BANK OF THE GALVESTON BAY,
 AW6026'APPROX. 400 FT. EAST OF THE TOP OF TEXAS CITY HURRICANE PROTECTION
 AW6026'DIKE, APPROX. 150 FT. SOUTH OF A SMALL FISHING PIER THAT
 AW6026'EXTENDS INTO THE BAY ABOUT 200 FT.
 AW6026
 AW6026                          STATION RECOVERY (1974)
 AW6026
 AW6026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AW6026'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 AW6026'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT RECOVERED.
 AW6026'THE RECONNAISSANCE UNIT DID NO RECOVER THIS STATION (AN EXTENSIVE
 AW6026'SEARCH WAS NOT MADE) SO DOLLAR POINT 3 1974 WAS ESTABLISHED.
 AW6026'A NEW DESCRIPTION FOLLOWS.
 AW6026'
 AW6026'TO REACH THE STATION FROM THE JUNCTION OF 8TH AVENUE NORTH,
 AW6026'BAY STREET AND TEXAS CITY DIKE ROAD, GO EAST ON DIKE ROAD FOR
 AW6026'0.35 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 AW6026'PAVED ROAD ALONG THE TOP OF A SEAWALL FOR 2.2 MILES TO A GATE
 AW6026'AND THE BEGINNING OF A TWO WAY ROAD.  CONTINUE NORTH ON A
 AW6026'PAVED ROAD FOR 0.85 MILE TO A CROSSROAD AND THE STATION, DOLLAR
 AW6026'POINT 3, IN THE SOUTHWEST ANGLE OF THE INTERSECTION.  CONTINUE
 AW6026'NORTHEAST THENCE SOUTHEAST FOR 0.25 MILE ON A DIRT ROAD TO
 AW6026'THE STATION.
 AW6026'
 AW6026'THE STATION MARK IS A STANDARD DISK, STAMPED DOLLAR PT 2 1960,
 AW6026'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 12
 AW6026'INCHES ABOVE THE GROUND.  IT IS 46 FEET WEST OF THE SHORELINE
 AW6026'OF GALVESTON BAY, 54 FEET EAST OF THE CENTER OF A DIRT ROAD AND
 AW6026'2.2 FEET SOUTHWEST OF A STANDARD WITNESS POST.
 AW6026'
 AW6026'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED DOLLAR PT 2
 AW6026'1960, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 AW6026'4 INCHES ABOVE THE GROUND.  IT IS 36 FEET WEST OF SHORELINE
 AW6026'OF GALVESTON BAY AND 62 FEET EAST OF THE CENTER OF A DIRT ROAD.
 AW6026
 AW6026                          STATION RECOVERY (1994)
 AW6026
 AW6026'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6026'MARK NOT FOUND.
 AW6026
 AW6026                          STATION RECOVERY (2004)
 AW6026
 AW6026'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5712 ***********************************************************************
 AW5712  DESIGNATION -  DOLLAR POINT 3
 AW5712  PID         -  AW5712
 AW5712  STATE/COUNTY-  TX/GALVESTON
 AW5712  USGS QUAD   -  TEXAS CITY (1994)
 AW5712
 AW5712                         *CURRENT SURVEY CONTROL
 AW5712  ___________________________________________________________________
 AW5712* NAD 83(1993)-  29 26 00.13957(N)    094 53 38.65265(W)     ADJUSTED  
 AW5712* NAVD 88     -         6.469  (meters)      21.22   (feet)  ADJUSTED  
 AW5712  ___________________________________________________________________
 AW5712  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW5712  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW5712  DYNAMIC HT  -           6.460 (meters)      21.19  (feet)  COMP
 AW5712  MODELED GRAV-     979,273.3   (mgal)                       NAVD 88
 AW5712
 AW5712  HORZ ORDER  -  SECOND
 AW5712  VERT ORDER  -  FIRST     CLASS II
 AW5712
 AW5712.The horizontal coordinates were established by classical geodetic methods
 AW5712.and adjusted by the National Geodetic Survey in February 1996..
 AW5712
 AW5712.The orthometric height was determined by differential leveling
 AW5712.and adjusted by the National Geodetic Survey in June 1991..
 AW5712
 AW5712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5712
 AW5712.The geoid height was determined by GEOID03.
 AW5712
 AW5712.The dynamic height is computed by dividing the NAVD 88
 AW5712.geopotential number by the normal gravity value computed on the
 AW5712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5712.degrees latitude (g = 980.6199 gals.).
 AW5712
 AW5712.The modeled gravity was interpolated from observed gravity values.
 AW5712
 AW5712;                    North         East     Units Scale Factor Converg.
 AW5712;SPC TXSC     - 4,184,318.399   998,261.384   MT  0.99986472   +2 00 41.6
 AW5712;SPC TXSC     -13,728,051.28  3,275,129.22   sFT  0.99986472   +2 00 41.6
 AW5712;UTM  15      - 3,257,493.732   316,275.037   MT  1.00001652   -0 55 51.7
 AW5712
 AW5712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5712!SPC TXSC     -   1.00000320  x   0.99986472  =   0.99986792
 AW5712!UTM  15      -   1.00000320  x   1.00001652  =   1.00001972
 AW5712
 AW5712|---------------------------------------------------------------------|
 AW5712| PID    Reference Object                     Distance      Geod. Az  |
 AW5712|                                                           dddmmss.s |
 AW5712| AW6026 DOLLAR POINT 2                      256.462 METERS 09554     |
 AW5712| CV9738 DOLLAR POINT 3 RM 1                  15.650 METERS 12619     |
 AW5712| AW6044 CG 6                                APPROX. 3.1 KM 1703253.6 |
 AW5712| AW1321 K 1204                               29.680 METERS 18851     |
 AW5712|---------------------------------------------------------------------|
 AW5712
 AW5712                          SUPERSEDED SURVEY CONTROL
 AW5712
 AW5712  NAD 83(1986)-  29 26 00.15476(N)    094 53 38.63359(W) AD(       ) 2
 AW5712  NAD 27      -  29 25 59.31810(N)    094 53 37.91686(W) AD(       ) 2
 AW5712  NGVD 29 (12/23/87)    6.465  (m)           21.21   (f) ADJUSTED    1 2
 AW5712
 AW5712.Superseded values are not recommended for survey control.
 AW5712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5712.See file dsdata.txt to determine how the superseded data were derived.
 AW5712
 AW5712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1627557494(NAD 83)
 AW5712_MARKER: DS = TRIANGULATION STATION DISK
 AW5712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5712_SP_SET: CONCRETE POST
 AW5712_STAMPING: DOLLAR POINT 3 1974
 AW5712_MARK LOGO: NGS   
 AW5712_PROJECTION: FLUSH
 AW5712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5712+STABILITY: SURFACE MOTION
 AW5712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5712+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 AW5712
 AW5712  HISTORY     - Date     Condition        Report By
 AW5712  HISTORY     - 1974     MONUMENTED       NGS
 AW5712  HISTORY     - 1986     GOOD             NGS
 AW5712  HISTORY     - 1988     GOOD             USPSQD
 AW5712  HISTORY     - 19940407 MARK NOT FOUND   USPSQD
 AW5712  HISTORY     - 20030815 GOOD             USE
 AW5712  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW5712
 AW5712                          STATION DESCRIPTION
 AW5712
 AW5712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AW5712'STATION IS LOCATED 3 MILES NORTH-NORTHEAST OF TEXAS CITY, JUST WEST
 AW5712'OF A POINT OF LAND LOCALLY KNOWN AS DOLLAR POINT, ATOP A NEW SEAWALL
 AW5712'AND ON PROPERTY MAINTAINED BY TEXAS CITY, GALVESTON COUNTY AND U.
 AW5712'S. CORP OF ENGINEERS.
 AW5712'
 AW5712'TO REACH THE STATION FROM THE JUNCTION OF 8TH AVENUE NORTH, BAY
 AW5712'STREET AND TEXAS CITY DIKE ROAD, GO EAST ON DIKE ROAD FOR 0.35 MILE
 AW5712'TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD ALONG
 AW5712'THE TOP OF A SEAWALL FOR 2.2 MILES TO A GATE AND THE BEGINNING OF A
 AW5712'TWO WAY ROAD.  CONTINUE NORTH ON A PAVED ROAD FOR 0.85 MILE
 AW5712'TO A CROSSROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 AW5712'
 AW5712'STATION MARK, STAMPED DOLLAR POINT 3 1974, IS A STANDARD DISK SET IN
 AW5712'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 AW5712'IT IS 54 FEET SOUTH OF THE CENTER OF A SIDE ROAD AND 22 FEET
 AW5712'SOUTHWEST OF THE CENTER OF THE PAVED ROAD ATOP THE SEAWALL.
 AW5712'
 AW5712'REFERENCE MARK 1, STAMPED DOLLAR POINT 3 NO 1 1974, IS A STANDARD
 AW5712'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 AW5712'THE GROUND.  IT IS 95 FEET SOUTH OF THE CENTER OF A DIRT ROAD
 AW5712'AND 21 FEET SOUTHWEST OF THE CENTER OF THE PAVED ROAD ATOP THE
 AW5712'SEAWALL.
 AW5712'
 AW5712'BENCH MARK, STAMPED K 1204 1973, IS A STANDARD DISK SET IN A 6-INCH
 AW5712'CONCRETE FILLED IRON PIPE THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 AW5712'IS 109 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE PAVED ROAD ATOP
 AW5712'THE SEAWALL AND 34 FEET EAST OF THE CENTER OF A DIRT ROAD.
 AW5712'
 AW5712'STATION DOLLAR PT 2 1960 WILL SERVE AS AN AZIMUTH MARK.
 AW5712'
 AW5712'NEAREST TOWN--TEXAS CITY.
 AW5712'
 AW5712'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW5712
 AW5712                          STATION RECOVERY (1986)
 AW5712
 AW5712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW5712'6.4 KM (4.0 MI) NE FROM TEXAS CITY.
 AW5712'2.15 KM (1.35 MI) NORTH ALONG LOOP 197 (6TH STREET) FROM THE POST
 AW5712'OFFICE IN TEXAS CITY, THENCE 0.9 KM (0.55 MI) EAST ALONG 25TH AVENUE
 AW5712'NORTH, 1.9 KM (1.2 MI) NORTHEAST ALONG BAY STREET, THENCE 1.4 KM (0.9
 AW5712'MI) NORTH ALONG AN ASPHALT ROAD ON A LEVEE TO THE MARK ON THE LEFT AT
 AW5712'THE CROSSING OF A ROAD, 6.4 KM (21.0 FT) SOUTH-SOUTHWEST OF THE CENTER
 AW5712'OF THE LEVEE ROAD, 13.41 METERS (44.0 FT) SOUTHEAST OF THE CENTER OF
 AW5712'THE CROSS ROAD, 1.0 METER (3.3 FT) SOUTH-SOUTHWEST OF A STEEL CABLE
 AW5712'GUARDRAIL.
 AW5712'THE MARK IS 0.76 METERS  SSW FROM  A WITNESS POST
 AW5712'THE MARK IS 0.09 M BELOW LEVEE ROAD.
 AW5712
 AW5712                          STATION RECOVERY (1988)
 AW5712
 AW5712'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW5712'RECOVERED IN GOOD CONDITION.
 AW5712
 AW5712                          STATION RECOVERY (1994)
 AW5712
 AW5712'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5712'MARK NOT FOUND.
 AW5712
 AW5712                          STATION RECOVERY (2003)
 AW5712
 AW5712'RECOVERY NOTE BY US ENGINEERS 2003 (DWJ)
 AW5712'RECOVERED IN GOOD CONDITION
 AW5712
 AW5712                          STATION RECOVERY (2005)
 AW5712
 AW5712'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1405 ***********************************************************************
 AJ1405  DESIGNATION -  DOLORES 1917
 AJ1405  PID         -  AJ1405
 AJ1405  STATE/COUNTY-  TX/WEBB
 AJ1405  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ1405
 AJ1405                         *CURRENT SURVEY CONTROL
 AJ1405  ___________________________________________________________________
 AJ1405* NAD 83(1993)-  27 16 47.94791(N)    099 26 01.96565(W)     ADJUSTED  
 AJ1405* NAVD 88     -       158.8    (meters)     521.     (feet)  VERTCON   
 AJ1405  ___________________________________________________________________
 AJ1405  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AJ1405  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AJ1405
 AJ1405  HORZ ORDER  -  FIRST
 AJ1405
 AJ1405.The horizontal coordinates were established by classical geodetic methods
 AJ1405.and adjusted by the National Geodetic Survey in February 1996..
 AJ1405
 AJ1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1405
 AJ1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1405
 AJ1405.The geoid height was determined by GEOID03.
 AJ1405
 AJ1405;                    North         East     Units Scale Factor Converg.
 AJ1405;SPC TX S     - 5,179,084.847   207,548.057   MT  0.99990659   -0 25 26.4
 AJ1405;SPC TX S     -16,991,714.20    680,930.58   sFT  0.99990659   -0 25 26.4
 AJ1405;UTM  14      - 3,017,521.354   457,059.465   MT  0.99962276   -0 11 55.9
 AJ1405
 AJ1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1405!SPC TX S     -   0.99997877  x   0.99990659  =   0.99988537
 AJ1405!UTM  14      -   0.99997877  x   0.99962276  =   0.99960154
 AJ1405
 AJ1405                          SUPERSEDED SURVEY CONTROL
 AJ1405
 AJ1405  NAD 83(1986)-  27 16 47.94388(N)    099 26 01.93539(W) AD(       ) 1
 AJ1405  NAD 27      -  27 16 46.85500(N)    099 26 00.78800(W) AD(       ) 1
 AJ1405  NGVD 29 (07/19/86)  158.9    (m)          521.     (f) VERT ANG       
 AJ1405
 AJ1405.Superseded values are not recommended for survey control.
 AJ1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1405.See file dsdata.txt to determine how the superseded data were derived.
 AJ1405
 AJ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5705917521(NAD 83)
 AJ1405_MARKER: DS = TRIANGULATION STATION DISK
 AJ1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1405_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1405+STABILITY: SURFACE MOTION
 AJ1405
 AJ1405  HISTORY     - Date     Condition        Report By
 AJ1405  HISTORY     - 1917     MONUMENTED       CGS
 AJ1405  HISTORY     - 1932     MARK NOT FOUND   CGS
 AJ1405  HISTORY     - 1942     GOOD             LOCSUR
 AJ1405  HISTORY     - 1943     GOOD             LOCENG
 AJ1405  HISTORY     - 1958     GOOD             CGS
 AJ1405  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ1405
 AJ1405                          STATION DESCRIPTION
 AJ1405
 AJ1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1405'STATION IS ABOUT 3 MILES N OF THE MEXICAN VILLAGE OF DOLORES,
 AJ1405'1/2 MILE W OF THE MILITARY ROAD, OPPOSITE THE 16 MILEPOST
 AJ1405'FROM LAREDO, AND IN AN OPEN SPOT ON THE TOP OF THE EASTERNMOST
 AJ1405'OF SEVERAL HILLS.
 AJ1405'
 AJ1405'SURFACE STATION MARK AND REFERENCE MARK ARE STANDARD BRONZE
 AJ1405'DISKS SET IN BLOCKS OF CONCRETE.
 AJ1405'
 AJ1405'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1405'
 AJ1405'REFERENCE MARK IS ABOUT 16 METERS (52 FEET) FROM THE STATION,
 AJ1405'N 73 DEG 56 MIN E.
 AJ1405
 AJ1405                          STATION RECOVERY (1932)
 AJ1405
 AJ1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AJ1405'IN 1932 IT WAS REPORTED THAT STATION AND REFERENCE MARKS
 AJ1405'HAD BEEN DESTROYED.
 AJ1405'
 AJ1405'ELEVATION OF STATION, 158.9 METERS (521 FEET).
 AJ1405
 AJ1405                          STATION RECOVERY (1942)
 AJ1405
 AJ1405'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 AJ1405'RECOVERED BY GEOPHYSICAL SURVEYS
 AJ1405'
 AJ1405'STATION IS LOCATED ABOUT 1,000 FEET S OF WHERE WEBB-ZAPATA
 AJ1405'COUNTY LINE CROSSES HIGHWAY 83 AND ABOUT 3,200 FEET W FROM
 AJ1405'THIS POINT.  STATION IS SW OF OLD GRAVEL PIT ON NE SLOPE OF
 AJ1405'SAME HILL AND NW OF LARGE GRAVEL PIT THAT CAN BE SEEN FROM
 AJ1405'HIGHWAY BUT LOCATED ON TOP OF ANOTHER HILL.
 AJ1405'
 AJ1405'STATION BEST REACHED BY WALKING FROM VILLAGE OF DOLORES
 AJ1405'TO HIGHEST POINT NW OF DOLORES.  STATION IN GOOD CONDITION.
 AJ1405
 AJ1405                          STATION RECOVERY (1943)
 AJ1405
 AJ1405'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 AJ1405'RECOVERED BY PHILLIPS PETROLEUM CO.
 AJ1405'
 AJ1405'STATION IN GOOD CONDITION.
 AJ1405'
 AJ1405'THE REMAINS OF THE REFERENCE MARK IS N 73 DEG 58 MIN E,
 AJ1405'A DISTANCE OF 43.4 FEET FROM STATION.  THE UPPER
 AJ1405'3 INCHES OF CONCRETE AND THE BRONZE DISK ARE GONE, THE
 AJ1405'BASE IS SOLID AND PROTRUDES 2 INCHES ABOVE THE GROUND.
 AJ1405'
 AJ1405'TO REACH STATION FROM THE POST OFFICE IN LAREDO GO E ON
 AJ1405'U.S. HIGHWAYS 59 AND 83 FOR 2.8 MILES TO THEIR JUNCTION,
 AJ1405'THENCE S ON HIGHWAY 83 FOR 16.6 MILES TO THE WEBB-ZAPATA
 AJ1405'COUNTY LINE WHICH IS LIKEWISE THE NW LINE OF THE BORREGO
 AJ1405'GRANT.  THERE IS A CONCRETE POST ON THE HIGHWAY JUST S OF
 AJ1405'THE FENCE INTERSECTION N, S, AND E.  FROM THE CONCRETE POST
 AJ1405'GO APPROXIMATELY S. 55 DEG W.  ALONG THE FENCE LINE FOR
 AJ1405'925.3 FEET TO A SET STONE IN FENCE LINE, THE SECOND MILEPOST
 AJ1405'ON THE WEBB-ZAPATA COUNTY LINE, CONTINUE ON S. 55 DEG W.,
 AJ1405'A TOTAL DISTANCE OF 3396.4 FEET TO HIGHEST POINT OF HILL
 AJ1405'ALONG FENCE, THENCE N. 12 DEG 55 MIN W. FOR 622.2 FEET TO
 AJ1405'STATION.
 AJ1405
 AJ1405                          STATION RECOVERY (1958)
 AJ1405
 AJ1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 AJ1405'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARK SEARCHED
 AJ1405'FOR BUT NOT RECOVERED.  A LARGE AREA SURROUNDING STATION
 AJ1405'HAS BEEN SURFACE CLEARED IN WHAT APPEARS TO BE THE START
 AJ1405'OF A LARGE SCALE GRAVEL EXCAVATION OPERATION.  DESCRIPTION
 AJ1405'ADEQUATE AND CORRECT EXCEPT FOR CHANGES NOTED ABOVE.  DESCRIPTION
 AJ1405'FOR REACHING THE STATION GIVEN IN RECOVERY NOTE BY PHILLIPS
 AJ1405'PETROLEUM COMPANY IN 1943 ADEQUATE AND CORRECT EXCEPT U.S.
 AJ1405'HWY. 59 IS NOW STATE HWY. 359.
 AJ1405
 AJ1405                          STATION RECOVERY (1975)
 AJ1405
 AJ1405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JTD)
 AJ1405'STATION SEARCHED FOR BUT NOT FOUND.  BELIEVE STATION WAS
 AJ1405'DESTROYED BY GRAVEL EXCAVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2587 ***********************************************************************
 AX2587  DESIGNATION -  DOMINGO ET
 AX2587  PID         -  AX2587
 AX2587  STATE/COUNTY-  TX/GONZALES
 AX2587  USGS QUAD   -  WAELDER (1981)
 AX2587
 AX2587                         *CURRENT SURVEY CONTROL
 AX2587  ___________________________________________________________________
 AX2587* NAD 83(1993)-  29 44 37.74023(N)    097 16 32.29520(W)     ADJUSTED  
 AX2587* NAVD 88     -       134.4    (meters)     441.     (feet)  VERTCON   
 AX2587  ___________________________________________________________________
 AX2587  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AX2587  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AX2587
 AX2587  HORZ ORDER  -  THIRD
 AX2587
 AX2587.The horizontal coordinates were established by classical geodetic methods
 AX2587.and adjusted by the National Geodetic Survey in February 1996..
 AX2587
 AX2587.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2587
 AX2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2587
 AX2587.The geoid height was determined by GEOID03.
 AX2587
 AX2587;                    North         East     Units Scale Factor Converg.
 AX2587;SPC TXSC     - 4,212,963.190   766,778.371   MT  0.99988862   +0 50 41.2
 AX2587;SPC TXSC     -13,822,030.07  2,515,672.04   sFT  0.99988862   +0 50 41.2
 AX2587;SPC TX C     - 3,012,618.352   995,778.870   MT  1.00012039   +1 34 29.6
 AX2587;SPC TX C     - 9,883,898.71  3,266,984.51   sFT  1.00012039   +1 34 29.6
 AX2587;UTM  14      - 3,291,643.844   666,749.146   MT  0.99994308   +0 51 20.5
 AX2587
 AX2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2587!SPC TXSC     -   0.99998304  x   0.99988862  =   0.99987166
 AX2587!SPC TX C     -   0.99998304  x   1.00012039  =   1.00010343
 AX2587!UTM  14      -   0.99998304  x   0.99994308  =   0.99992612
 AX2587
 AX2587:                Primary Azimuth Mark                     Grid Az
 AX2587:SPC TXSC     -  PILOT GROVE                              229 23 14.4
 AX2587:SPC TX C     -  PILOT GROVE                              228 39 26.0
 AX2587:UTM  14      -  PILOT GROVE                              229 22 35.1
 AX2587
 AX2587|---------------------------------------------------------------------|
 AX2587| PID    Reference Object                     Distance      Geod. Az  |
 AX2587|                                                           dddmmss.s |
 AX2587| AX2588 PILOT GROVE                         APPROX. 6.0 KM 2301355.6 |
 AX2587|---------------------------------------------------------------------|
 AX2587
 AX2587                          SUPERSEDED SURVEY CONTROL
 AX2587
 AX2587  NAD 83(1986)-  29 44 37.75012(N)    097 16 32.28360(W) AD(       ) 3
 AX2587  NAD 27      -  29 44 36.92743(N)    097 16 31.32137(W) AD(       ) 3
 AX2587  NGVD 29 (07/19/86)  134.4    (m)          441.     (f) VERT ANG       
 AX2587
 AX2587.Superseded values are not recommended for survey control.
 AX2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2587.See file dsdata.txt to determine how the superseded data were derived.
 AX2587
 AX2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT6674991644(NAD 83)
 AX2587_MARKER: DD = SURVEY DISK
 AX2587_SETTING: 0 = UNSPECIFIED SETTING
 AX2587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2587+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 AX2587
 AX2587  HISTORY     - Date     Condition        Report By
 AX2587  HISTORY     - 1963     MONUMENTED       USGS
 AX2587  HISTORY     - 20060304 GOOD             INDIV
 AX2587
 AX2587                          STATION DESCRIPTION
 AX2587
 AX2587'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2587'STATION LOCATED 3.5 MI. N. AND 1.5 MI. E. OF WAELDER, TEXAS, ON A
 AX2587'RIDGE IN AN OPEN FIELD OWNED BY MR. DOMINGO OF WAELDER.
 AX2587'
 AX2587'TO REACH FROM WAELDER, DRIVE N. ON FARM ROAD 1115 3.6 MI. TO GRADED
 AX2587'RD. ON LEFT, THENCE WNW. 0.35 MI. TO CREST AND STATION ON LEFT.
 AX2587'STATION IS 20 FT. S. OF RD. CENTERLINE, 1.0 FT. S. OF FENCE.
 AX2587'
 AX2587'STATION MARK--STANDARD TABLET STAMPED ---DOMINGO ET 1963---, SET IN
 AX2587'CONCRETE POST, FLUSH WITH GROUND.
 AX2587
 AX2587                          STATION RECOVERY (2006)
 AX2587
 AX2587'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLM)
 AX2587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1998 ***********************************************************************
 FL1998  DESIGNATION -  DON
 FL1998  PID         -  FL1998
 FL1998  STATE/COUNTY-  TX/DONLEY
 FL1998  USGS QUAD   -  JERICHO (1964)
 FL1998
 FL1998                         *CURRENT SURVEY CONTROL
 FL1998  ___________________________________________________________________
 FL1998* NAD 83(1993)-  35 07 53.33890(N)    100 53 42.06199(W)     ADJUSTED  
 FL1998* NAVD 88     -       956.     (meters)    3136.     (feet)  SCALED    
 FL1998  ___________________________________________________________________
 FL1998  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 FL1998  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 FL1998
 FL1998  HORZ ORDER  -  THIRD
 FL1998
 FL1998.The horizontal coordinates were established by classical geodetic methods
 FL1998.and adjusted by the National Geodetic Survey in February 1996..
 FL1998
 FL1998.The orthometric height was scaled from a topographic map.
 FL1998
 FL1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1998
 FL1998.The geoid height was determined by GEOID03.
 FL1998
 FL1998;                    North         East     Units Scale Factor Converg.
 FL1998;SPC TX N     - 1,125,691.708   255,134.709   MT  0.99992330   +0 21 02.2
 FL1998;SPC TX N     - 3,693,206.88    837,054.46   sFT  0.99992330   +0 21 02.2
 FL1998;UTM  14      - 3,889,267.614   327,342.888   MT  0.99996740   -1 05 26.8
 FL1998
 FL1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1998!SPC TX N     -   0.99985406  x   0.99992330  =   0.99977737
 FL1998!UTM  14      -   0.99985406  x   0.99996740  =   0.99982147
 FL1998
 FL1998|---------------------------------------------------------------------|
 FL1998| PID    Reference Object                     Distance      Geod. Az  |
 FL1998|                                                           dddmmss.s |
 FL1998| CK8561 DON RM 1                             14.342 METERS 17422     |
 FL1998| CK8560 DON AZ MK                                          3423144.2 |
 FL1998| CK8562 DON RM 2                             13.210 METERS 35946     |
 FL1998|---------------------------------------------------------------------|
 FL1998
 FL1998                          SUPERSEDED SURVEY CONTROL
 FL1998
 FL1998  NAD 83(1993)-  35 07 53.34103(N)    100 53 42.05959(W) AD(       ) 3
 FL1998  NAD 83(1986)-  35 07 53.34440(N)    100 53 42.05324(W) AD(       ) 3
 FL1998  NAD 27      -  35 07 53.16300(N)    100 53 40.52900(W) AD(       ) 3
 FL1998
 FL1998.Superseded values are not recommended for survey control.
 FL1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1998.See file dsdata.txt to determine how the superseded data were derived.
 FL1998
 FL1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2734389268(NAD 83)
 FL1998_MARKER: DS = TRIANGULATION STATION DISK
 FL1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1998
 FL1998  HISTORY     - Date     Condition        Report By
 FL1998  HISTORY     - 1951     MONUMENTED       CGS
 FL1998  HISTORY     - 1956     GOOD             CGS
 FL1998
 FL1998                          STATION DESCRIPTION
 FL1998
 FL1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1998'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF JERICHO,
 FL1998'57 FEET EAST OF THE CENTER LINE OF STATE ROUTE 70, 6 FEET
 FL1998'SOUTHWEST OF A WITNESS POST, 4 FEET WEST OF A FENCE LINE, AND
 FL1998'ON THE HIGHWAY RIGHT-OF-WAY.  THE MARK PROJECTS 3 INCHES, AND
 FL1998'THE DISK IS STAMPED DON 1951.
 FL1998'
 FL1998'REFERENCE MARK NO. 1 IS 60 FEET EAST OF THE CENTER LINE OF
 FL1998'STATE ROUTE 70 AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS
 FL1998'3 INCHES, AND THE DISK IS STAMPED DON NO 1 1951.
 FL1998'
 FL1998'REFERENCE MARK NO. 2 IS 60 FEET EAST OF THE CENTER LINE OF STATE
 FL1998'ROUTE 70 AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS
 FL1998'3 INCHES, AND THE DISK IS STAMPED DON NO 2 1951.
 FL1998'
 FL1998'THE AZIMUTH MARK IS 100 FEET WEST OF THE CENTER LINE OF STATE
 FL1998'ROUTE 70, 3 FEET EAST OF A FENCE LINE, 3 FEET SOUTHEAST OF A
 FL1998'WITNESS POST, AND ON THE TOP OF A CUT.  THE MARK PROJECTS 4
 FL1998'INCHES, AND THE DISK IS STAMPED DON 1951.
 FL1998'
 FL1998'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FL1998'STATE ROUTE 70, WHICH IS APPROXIMATELY 1.0 MILE NORTH-NORTHEAST
 FL1998'OF JERICHO.  GO SOUTH ON STATE ROUTE 70 FOR 3.3 MILES TO THE
 FL1998'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON
 FL1998'STATE ROUTE 70 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 FL1998
 FL1998                          STATION RECOVERY (1956)
 FL1998
 FL1998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 FL1998'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL1998'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 FL1998'STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6136 ***********************************************************************
 AW6136  DESIGNATION -  DON 1930
 AW6136  PID         -  AW6136
 AW6136  STATE/COUNTY-  TX/HARRIS
 AW6136  USGS QUAD   -  MORGANS POINT (1993)
 AW6136
 AW6136                         *CURRENT SURVEY CONTROL
 AW6136  ___________________________________________________________________
 AW6136* NAD 83(1993)-  29 40 25.12383(N)    094 58 35.31502(W)     ADJUSTED  
 AW6136* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6136  ___________________________________________________________________
 AW6136  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW6136  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6136
 AW6136  HORZ ORDER  -  THIRD
 AW6136
 AW6136.The horizontal coordinates were established by classical geodetic methods
 AW6136.and adjusted by the National Geodetic Survey in February 1996..
 AW6136
 AW6136.The orthometric height was scaled from a topographic map.
 AW6136
 AW6136.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6136
 AW6136.The geoid height was determined by GEOID03.
 AW6136
 AW6136;                    North         East     Units Scale Factor Converg.
 AW6136;SPC TXSC     - 4,210,654.497   989,355.471   MT  0.99988066   +1 58 16.2
 AW6136;SPC TXSC     -13,814,455.63  3,245,910.41   sFT  0.99988066   +1 58 16.2
 AW6136;UTM  15      - 3,284,257.122   308,733.304   MT  1.00005140   -0 58 43.6
 AW6136
 AW6136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6136!SPC TXSC     -   1.00000411  x   0.99988066  =   0.99988477
 AW6136!UTM  15      -   1.00000411  x   1.00005140  =   1.00005551
 AW6136
 AW6136                          SUPERSEDED SURVEY CONTROL
 AW6136
 AW6136  NAD 83(1986)-  29 40 25.14027(N)    094 58 35.29588(W) AD(       ) 3
 AW6136  NAD 27      -  29 40 24.31887(N)    094 58 34.55801(W) AD(       ) 3
 AW6136
 AW6136.Superseded values are not recommended for survey control.
 AW6136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6136.See file dsdata.txt to determine how the superseded data were derived.
 AW6136
 AW6136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0873384257(NAD 83)
 AW6136_MARKER: Z = SEE DESCRIPTION
 AW6136_SETTING: 0 = UNSPECIFIED SETTING
 AW6136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6136
 AW6136  HISTORY     - Date     Condition        Report By
 AW6136  HISTORY     - 1930     MONUMENTED       CGS
 AW6136  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6136
 AW6136                          STATION DESCRIPTION
 AW6136
 AW6136'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JAB)
 AW6136'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 37+00.
 AW6136'STATION IS LOCATED ON A NARROW SAND POINT EXTENDING TO THE
 AW6136'S FROM ATKINSON ISLAND AJACENT TO THE HOUSTON SHIP CHANNEL.
 AW6136'IT IS ABOUT 100 METERS N OF BEACON 28 AND 57 METERS E FROM
 AW6136'SHORELINE OF CHANNEL.
 AW6136'
 AW6136'STATION IS MARKED BY A COPPER TACK IN THE TOP OF A 2- BY 4-INCH
 AW6136'STAKE DRIVEN FLUSH WITH THE GROUND.  A WHITE GUARD STAKE
 AW6136'EXTENDING 8 INCHES OUT OF GROUND IS 1-1/2 FEET E OF STATION.
 AW6136'
 AW6136'REFERENCE MARKS ARE 1/2-INCH BRASS RODS SET IN THE TOPS OF
 AW6136'4- BY 5-INCH CONCRETE POSTS EXTENDING 4 INCHES OUT OF THE
 AW6136'GROUND AND HAVING THE REFERENCE NUMBERS STAMPED ON ROD.
 AW6136'
 AW6136'REFERENCE MARK 1 IS 21.69 METERS FROM THE STATION S 42 DEG W.
 AW6136'
 AW6136'REFERENCE MARK 2 IS 18.90 METERS FROM THE STATION N 28 DEG W.
 AW6136
 AW6136                          STATION RECOVERY (1952)
 AW6136
 AW6136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6136'A SEARCH WAS MADE BUT THE STATION COULD NOT BE FOUND.  IT
 AW6136'IS BELIEVED TO HAVE BEEN DESTROYED BY SPOIL FROM THE HOUSTON
 AW6136'SHIP CHANNEL.  IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED
 AW6136'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1570 ***********************************************************************
 FL1570  DESIGNATION -  DON 1951
 FL1570  PID         -  FL1570
 FL1570  STATE/COUNTY-  TX/DONLEY
 FL1570  USGS QUAD   -  JERICHO (1964)
 FL1570
 FL1570                         *CURRENT SURVEY CONTROL
 FL1570  ___________________________________________________________________
 FL1570* NAD 83(1986)-  35 07 53.     (N)    100 53 43.     (W)     SCALED    
 FL1570* NAVD 88     -       956.718  (meters)    3138.83   (feet)  ADJUSTED  
 FL1570  ___________________________________________________________________
 FL1570  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 FL1570  DYNAMIC HT  -         955.620 (meters)    3135.23  (feet)  COMP
 FL1570  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 FL1570
 FL1570  VERT ORDER  -  FIRST     CLASS II
 FL1570
 FL1570.The horizontal coordinates were scaled from a topographic map and have
 FL1570.an estimated accuracy of +/- 6 seconds.
 FL1570
 FL1570.The orthometric height was determined by differential leveling
 FL1570.and adjusted by the National Geodetic Survey in June 1991..
 FL1570
 FL1570.The geoid height was determined by GEOID03.
 FL1570
 FL1570.The dynamic height is computed by dividing the NAVD 88
 FL1570.geopotential number by the normal gravity value computed on the
 FL1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1570.degrees latitude (g = 980.6199 gals.).
 FL1570
 FL1570.The modeled gravity was interpolated from observed gravity values.
 FL1570
 FL1570;                    North         East    Units  Estimated Accuracy
 FL1570;SPC TX N     - 1,125,680.      255,110.      MT  (+/- 180 meters Scaled)
 FL1570
 FL1570                          SUPERSEDED SURVEY CONTROL
 FL1570
 FL1570.No superseded survey control is available for this station.
 FL1570
 FL1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD273892(NAD 83)
 FL1570_MARKER: DS = TRIANGULATION STATION DISK
 FL1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1570_SP_SET: CONCRETE POST
 FL1570_STAMPING: DON 1951
 FL1570_MARK LOGO: CGS   
 FL1570_PROJECTION: PROJECTING 30 CENTIMETERS
 FL1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1570+STABILITY: SURFACE MOTION
 FL1570
 FL1570  HISTORY     - Date     Condition        Report By
 FL1570  HISTORY     - 1951     MONUMENTED       CGS
 FL1570  HISTORY     - 1984     GOOD             NGS
 FL1570
 FL1570                          STATION DESCRIPTION
 FL1570
 FL1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1570'5.8 KM (3.6 MI) SOUTH FROM JERICHO.
 FL1570'5.8 KM (3.6 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1570'WITH INTERSTATE HIGHWAY AT THE JERICHO EXIT, 17.4 M (57.1 FT) EAST OF
 FL1570'THE CENTERLINE OF THE HIGHWAY, 1.9 M (6.2 FT) SOUTHWEST OF A WOODEN
 FL1570'WITNESS POST, AND 1.3 M (4.3 FT) WEST OF A FENCE.
 FL1570'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FL1570'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1030 ***********************************************************************
 CU1030  DESIGNATION -  DONALDSON
 CU1030  PID         -  CU1030
 CU1030  STATE/COUNTY-  TX/SCURRY
 CU1030  USGS QUAD   -  SNYDER (1979)
 CU1030
 CU1030                         *CURRENT SURVEY CONTROL
 CU1030  ___________________________________________________________________
 CU1030* NAD 83(1993)-  32 39 12.06819(N)    100 55 30.66894(W)     ADJUSTED  
 CU1030* NAVD 88     -       741.     (meters)    2431.     (feet)  SCALED    
 CU1030  ___________________________________________________________________
 CU1030  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 CU1030  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CU1030
 CU1030  HORZ ORDER  -  THIRD
 CU1030
 CU1030.The horizontal coordinates were established by classical geodetic methods
 CU1030.and adjusted by the National Geodetic Survey in February 1996..
 CU1030
 CU1030.The orthometric height was scaled from a topographic map.
 CU1030
 CU1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1030
 CU1030.The geoid height was determined by GEOID03.
 CU1030
 CU1030;                    North         East     Units Scale Factor Converg.
 CU1030;SPC TXNC     - 2,112,039.555   372,520.198   MT  0.99989663   -1 19 21.7
 CU1030;SPC TXNC     - 6,929,249.77  1,222,176.68   sFT  0.99989663   -1 19 21.7
 CU1030;UTM  14      - 3,614,495.692   319,442.886   MT  1.00000201   -1 02 20.5
 CU1030
 CU1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1030!SPC TXNC     -   0.99988782  x   0.99989663  =   0.99978446
 CU1030!UTM  14      -   0.99988782  x   1.00000201  =   0.99988983
 CU1030
 CU1030:                Primary Azimuth Mark                     Grid Az
 CU1030:SPC TXNC     -  LEWIS USGS 1968                          139 22 22.9
 CU1030:UTM  14      -  LEWIS USGS 1968                          139 05 21.7
 CU1030
 CU1030|---------------------------------------------------------------------|
 CU1030| PID    Reference Object                     Distance      Geod. Az  |
 CU1030|                                                           dddmmss.s |
 CU1030| CU1018 LEWIS USGS 1968                     APPROX. 6.8 KM 1380301.2 |
 CU1030|---------------------------------------------------------------------|
 CU1030
 CU1030                          SUPERSEDED SURVEY CONTROL
 CU1030
 CU1030  NAD 83(1986)-  32 39 12.07346(N)    100 55 30.65997(W) AD(       ) 3
 CU1030  NAD 27      -  32 39 11.67457(N)    100 55 29.23362(W) AD(       ) 3
 CU1030
 CU1030.Superseded values are not recommended for survey control.
 CU1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1030.See file dsdata.txt to determine how the superseded data were derived.
 CU1030
 CU1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1944314496(NAD 83)
 CU1030_MARKER: DD = SURVEY DISK
 CU1030_SETTING: 0 = UNSPECIFIED SETTING
 CU1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU1030
 CU1030  HISTORY     - Date     Condition        Report By
 CU1030  HISTORY     - 1949     MONUMENTED       USGS
 CU1030
 CU1030                          STATION DESCRIPTION
 CU1030
 CU1030'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 CU1030'SNYDER, 4.2 MI. S. OF COURTHOUSE, ON RANCH OWNED BY MRS. DONALDSON,
 CU1030'TO REACH FROM COURTHOUSE AT SNYDER, GO S. ALONG S. AVE. AND A GRADED
 CU1030'RD. 4.2 MI. TO POINT WHERE TRAIL CROSSES RD., GO W. ALONG TRAIL 0.2
 CU1030'MI. TO GATE IN E-W. FENCE, GO THROUGH GATE AND THENCE BEAR WSW. 0.2
 CU1030'MI. TO TOP OF HILL AND STATION.  STATION IS 612 FT. S. OF E-W. FENCE.
 CU1030'
 CU1030'STATION MARK--STANDARD TABLET IN CONCRETE POST, STAMPED ---DONALDSON
 CU1030'1949--- AND PROJECTS 2 IN. ABOVE GROUND.
 CU1030'
 CU1030'REFERENCE MARK NO. 1--STANDARD TABLET, 615.38 FT. NNW. OF STATION,
 CU1030'1 FT. S. OF E-W. FENCE, IN CONCRETE POST, STAMPED ---DONALDSON NO. 1
 CU1030'1949--- AND PROJECTS 3 IN. ABOVE GROUND.
 CU1030'
 CU1030'REFERENCE MARK NO. 2--STANDARD TABLET, 625.12 FT. NNE. OF STATION,
 CU1030'1 FT. S. OF E-W. FENCE, IN CONCRETE POST, STAMPED ---DONALDSON NO. 2
 CU1030'1949--- AND PROJECTS 4 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0959 ***********************************************************************
 EN0959  DESIGNATION -  DONEGHY
 EN0959  PID         -  EN0959
 EN0959  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0959  USGS QUAD   -  MC KNIGHT (1982)
 EN0959
 EN0959                         *CURRENT SURVEY CONTROL
 EN0959  ___________________________________________________________________
 EN0959* NAD 83(1993)-  34 56 27.54738(N)    100 31 03.25589(W)     ADJUSTED  
 EN0959* NAVD 88     -       750.1    (meters)    2461.     (feet)  VERTCON   
 EN0959  ___________________________________________________________________
 EN0959  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EN0959  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EN0959
 EN0959  HORZ ORDER  -  THIRD
 EN0959
 EN0959.The horizontal coordinates were established by classical geodetic methods
 EN0959.and adjusted by the National Geodetic Survey in February 1996..
 EN0959
 EN0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0959
 EN0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0959
 EN0959.The geoid height was determined by GEOID03.
 EN0959
 EN0959;                    North         East     Units Scale Factor Converg.
 EN0959;SPC TX N     - 1,104,836.269   289,742.094   MT  0.99994529   +0 34 09.7
 EN0959;SPC TX N     - 3,624,783.66    950,595.52   sFT  0.99994529   +0 34 09.7
 EN0959;UTM  14      - 3,867,549.901   361,414.156   MT  0.99983671   -0 52 09.5
 EN0959
 EN0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0959!SPC TX N     -   0.99988650  x   0.99994529  =   0.99983180
 EN0959!UTM  14      -   0.99988650  x   0.99983671  =   0.99972323
 EN0959
 EN0959                          SUPERSEDED SURVEY CONTROL
 EN0959
 EN0959  NAD 83(1993)-  34 56 27.54891(N)    100 31 03.25513(W) AD(       ) 3
 EN0959  NAD 83(1986)-  34 56 27.55033(N)    100 31 03.24934(W) AD(       ) 3
 EN0959  NGVD 29 (01/19/93)  749.8    (m)         2460.     (f) VERT ANG       
 EN0959
 EN0959.Superseded values are not recommended for survey control.
 EN0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0959.See file dsdata.txt to determine how the superseded data were derived.
 EN0959
 EN0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6141467550(NAD 83)
 EN0959_MARKER: DD = SURVEY DISK
 EN0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0959+STABILITY: SURFACE MOTION
 EN0959
 EN0959  HISTORY     - Date     Condition        Report By
 EN0959  HISTORY     - 1958     MONUMENTED       USGS
 EN0959
 EN0959                          STATION DESCRIPTION
 EN0959
 EN0959'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 EN0959'STATION LOCATED ABOUT 8.0 MI. E. AND 5.0 MI. N. OF HEDLEY, TEXAS, 1.3
 EN0959'MI. N. OF STATE HIGHWAY 203, 1.2 MI. E. OF DONLEY-COLLINGSWORTH COUNTY
 EN0959'LINE, ON HILL COVERED WITH SCATTERED SCRUB OAK, 127 FT. SW. OF
 EN0959'WINDMILL.
 EN0959'
 EN0959'TO REACH FROM FT. WORTH AND DENVER RAILWAY STATION IN HEDLEY, TEXAS,
 EN0959'PROCEED SE. 0.2 MI., THENCE NE. 9.6 MI. ALONG STATE HIGHWAY 203,
 EN0959'THENCE W. ALONG GRADED RD. 0.3 MI., THENCE 1.0 MI. N. ALONG GRADED
 EN0959'RD. TO WHERE RD. TURNS W., CONTINUE NE. THRU LOCKED GATE UPHILL ALONG
 EN0959'TRACK RD. 0.5 MI. TO TOP AND STATION.
 EN0959'
 EN0959'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 EN0959'0.3 FT., STAMPED---DONEGHY-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1567 ***********************************************************************
 FL1567  DESIGNATION -  DONLEY
 FL1567  PID         -  FL1567
 FL1567  STATE/COUNTY-  TX/DONLEY
 FL1567  USGS QUAD   -  ROACH RANCH (1978)
 FL1567
 FL1567                         *CURRENT SURVEY CONTROL
 FL1567  ___________________________________________________________________
 FL1567* NAD 83(1986)-  35 04 40.     (N)    100 53 31.     (W)     SCALED    
 FL1567* NAVD 88     -       895.319  (meters)    2937.39   (feet)  ADJUSTED  
 FL1567  ___________________________________________________________________
 FL1567  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 FL1567  DYNAMIC HT  -         894.296 (meters)    2934.04  (feet)  COMP
 FL1567  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 FL1567
 FL1567  VERT ORDER  -  FIRST     CLASS II
 FL1567
 FL1567.The horizontal coordinates were scaled from a topographic map and have
 FL1567.an estimated accuracy of +/- 6 seconds.
 FL1567
 FL1567.The orthometric height was determined by differential leveling
 FL1567.and adjusted by the National Geodetic Survey in June 1991..
 FL1567
 FL1567.The geoid height was determined by GEOID03.
 FL1567
 FL1567.The dynamic height is computed by dividing the NAVD 88
 FL1567.geopotential number by the normal gravity value computed on the
 FL1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1567.degrees latitude (g = 980.6199 gals.).
 FL1567
 FL1567.The modeled gravity was interpolated from observed gravity values.
 FL1567
 FL1567;                    North         East    Units  Estimated Accuracy
 FL1567;SPC TX N     - 1,119,740.      255,450.      MT  (+/- 180 meters Scaled)
 FL1567
 FL1567                          SUPERSEDED SURVEY CONTROL
 FL1567
 FL1567.No superseded survey control is available for this station.
 FL1567
 FL1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD275833(NAD 83)
 FL1567_MARKER: DS = TRIANGULATION STATION DISK
 FL1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1567_SP_SET: CONCRETE POST
 FL1567_STAMPING: DONLEY 1951
 FL1567_MARK LOGO: CGS   
 FL1567_PROJECTION: PROJECTING 5 CENTIMETERS
 FL1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1567+STABILITY: SURFACE MOTION
 FL1567
 FL1567  HISTORY     - Date     Condition        Report By
 FL1567  HISTORY     - 1951     MONUMENTED       CGS
 FL1567  HISTORY     - 1984     GOOD             NGS
 FL1567
 FL1567                          STATION DESCRIPTION
 FL1567
 FL1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1567'12.0 KM (7.45 MI) SOUTH FROM JERICHO.
 FL1567'11.8 KM (7.35 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1567'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 0.2 KM (0.1 MI)
 FL1567'EAST ALONG A TRACK ROAD, 7.3 M (24.0 FT) NORTH OF THE CENTER OF THE
 FL1567'ROAD, AND 1.9 M (6.2 FT) NORTH OF A FENCE.
 FL1567'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FL1567'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1997 ***********************************************************************
 FL1997  DESIGNATION -  DONLEY
 FL1997  PID         -  FL1997
 FL1997  STATE/COUNTY-  TX/DONLEY
 FL1997  USGS QUAD   -  ROACH RANCH (1978)
 FL1997
 FL1997                         *CURRENT SURVEY CONTROL
 FL1997  ___________________________________________________________________
 FL1997* NAD 83(1993)-  35 04 40.17103(N)    100 53 30.13456(W)     ADJUSTED  
 FL1997* NAVD 88     -       895.82   (+/-2cm)    2939.0    (feet)  VERTCON   
 FL1997  ___________________________________________________________________
 FL1997  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 FL1997  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 FL1997
 FL1997  HORZ ORDER  -  SECOND
 FL1997  VERT ORDER  -  THIRD ? (See Below)
 FL1997
 FL1997.The horizontal coordinates were established by classical geodetic methods
 FL1997.and adjusted by the National Geodetic Survey in February 1996..
 FL1997
 FL1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1997.The vertical order pertains to the NGVD 29 superseded value.
 FL1997
 FL1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1997
 FL1997.The geoid height was determined by GEOID03.
 FL1997
 FL1997;                    North         East     Units Scale Factor Converg.
 FL1997;SPC TX N     - 1,119,741.192   255,473.273   MT  0.99992839   +0 21 09.1
 FL1997;SPC TX N     - 3,673,684.23    838,165.23   sFT  0.99992839   +0 21 09.1
 FL1997;UTM  14      - 3,883,310.221   327,531.748   MT  0.99996660   -1 05 14.7
 FL1997
 FL1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1997!SPC TX N     -   0.99986360  x   0.99992839  =   0.99979200
 FL1997!UTM  14      -   0.99986360  x   0.99996660  =   0.99983020
 FL1997
 FL1997|---------------------------------------------------------------------|
 FL1997| PID    Reference Object                     Distance      Geod. Az  |
 FL1997|                                                           dddmmss.s |
 FL1997| CK8564 DONLEY RM 1                          10.595 METERS 09739     |
 FL1997| CK8565 DONLEY RM 2                          10.412 METERS 26103     |
 FL1997| CK8563 DONLEY AZ MK                                       3452243.3 |
 FL1997|---------------------------------------------------------------------|
 FL1997
 FL1997                          SUPERSEDED SURVEY CONTROL
 FL1997
 FL1997  NAD 83(1993)-  35 04 40.17266(N)    100 53 30.13216(W) AD(       ) 2
 FL1997  NAD 83(1986)-  35 04 40.17676(N)    100 53 30.12604(W) AD(       ) 2
 FL1997  NAD 27      -  35 04 39.99500(N)    100 53 28.60300(W) AD(       ) 2
 FL1997  NGVD 29 (01/19/93)  895.41   (m)         2937.7    (f) LEVELING    3  
 FL1997
 FL1997.Superseded values are not recommended for survey control.
 FL1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1997.See file dsdata.txt to determine how the superseded data were derived.
 FL1997
 FL1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2753283310(NAD 83)
 FL1997_MARKER: DS = TRIANGULATION STATION DISK
 FL1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1997_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1997+STABILITY: SURFACE MOTION
 FL1997
 FL1997  HISTORY     - Date     Condition        Report By
 FL1997  HISTORY     - 1951     MONUMENTED       CGS
 FL1997  HISTORY     - 1956     GOOD             CGS
 FL1997  HISTORY     - 1962     GOOD             USGS
 FL1997
 FL1997                          STATION DESCRIPTION
 FL1997
 FL1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1997'THE STATION IS LOCATED ABOUT 10 MILES AIR LINE NORTH OF CLARENDON.
 FL1997'7 MILES SOUTH OF JERICHO.  0.1 MILE EAST OF STATE HIGHWAY 70.
 FL1997'24 FEET NORTH OF THE CENTER OF A DIRT ROAD.  6 FEET NORTH OF
 FL1997'AN EAST-WEST FENCE LINE AND 4 FEET NORTH OF A WHITE WITNESS
 FL1997'POST.  THE STATION MARK, STAMPED DONLEY 1951, IS A BRONZE
 FL1997'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES AND
 FL1997'IT IS ON PROPERTY OWNED BY MR. KNORPP.
 FL1997'
 FL1997'REFERENCE MARK NO. 1, STAMPED DONLEY NO 1 1951, IS A BRONZE
 FL1997'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES AND
 FL1997'IT IS 1 FOOT NORTH OF THE EAST-WEST FENCE LINE.
 FL1997'
 FL1997'REFERENCE MARK NO. 2, STAMPED DONLEY NO 2 1951, IS A BRONZE
 FL1997'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH AND
 FL1997'IT IS 1 FOOT NORTH OF THE EAST-WEST FENCE LINE.
 FL1997'
 FL1997'THE AZIMUTH MARK, STAMPED DONLEY 1951, IS A BRONZE DISK SET
 FL1997'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS ABOUT
 FL1997'50 YARDS EAST-SOUTHEAST OF A FARMHOUSE.  17 YARDS EAST OF THE
 FL1997'CENTER LINE OF STATE HIGHWAY 70.  5 FEET SOUTH OF A WHITE
 FL1997'WITNESS POST.  1-1/2 FEET EAST OF A NORTH-SOUTH FENCE LINE
 FL1997'AND ABOUT 10 FEET ABOVE THE SURFACE OF THE HIGHWAY.
 FL1997'
 FL1997'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FL1997'STATE HIGHWAY 70, GO SOUTH ON STATE HIGHWAY 70 FOR 7.15 MILES
 FL1997'TO A FARM HOUSE ON THE RIGHT AND THE AZIMUTH MARK ON THE
 FL1997'LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 70 FOR 0.35 MILE TO
 FL1997'A T ROAD EAST.  TURN LEFT, EAST, AND GO 0.1 MILE TO THE
 FL1997'STATION ON THE LEFT.
 FL1997
 FL1997                          STATION RECOVERY (1956)
 FL1997
 FL1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 FL1997'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL1997'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 FL1997'TO STATION SITE ARE CORRECT.
 FL1997
 FL1997                          STATION RECOVERY (1962)
 FL1997
 FL1997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL1997'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35100-3, STATION 1012.
 FL1997'
 FL1997'RECOVERED BY USGS IN 1962.
 FL1997'
 FL1997'STATION MARK--STANDARD USC AND GS DISK STAMPED---DONLEY 1951---,
 FL1997'SET IN CONCRETE POST PROJECTING 6 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1476 ***********************************************************************
 AE1476  DESIGNATION -  DONNA
 AE1476  PID         -  AE1476
 AE1476  STATE/COUNTY-  TX/HIDALGO
 AE1476  USGS QUAD   -  DONNA (1983)
 AE1476
 AE1476                         *CURRENT SURVEY CONTROL
 AE1476  ___________________________________________________________________
 AE1476* NAD 83(1993)-  26 09 41.85726(N)    098 02 45.53286(W)     ADJUSTED  
 AE1476* NAVD 88     -        29.8    (meters)      98.     (feet)  VERTCON   
 AE1476  ___________________________________________________________________
 AE1476  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AE1476  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AE1476
 AE1476  HORZ ORDER  -  FIRST
 AE1476
 AE1476.The horizontal coordinates were established by classical geodetic methods
 AE1476.and adjusted by the National Geodetic Survey in February 1996..
 AE1476
 AE1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1476
 AE1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1476
 AE1476.The geoid height was determined by GEOID03.
 AE1476
 AE1476;                    North         East     Units Scale Factor Converg.
 AE1476;SPC TX S     - 5,054,920.850   345,392.888   MT  1.00000127   +0 12 22.1
 AE1476;SPC TX S     -16,584,352.82  1,133,176.50   sFT  1.00000127   +0 12 22.1
 AE1476;UTM  14      - 2,893,933.223   595,347.644   MT  0.99971225   +0 25 14.4
 AE1476
 AE1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1476!SPC TX S     -   0.99999902  x   1.00000127  =   1.00000029
 AE1476!UTM  14      -   0.99999902  x   0.99971225  =   0.99971127
 AE1476
 AE1476:                Primary Azimuth Mark                     Grid Az
 AE1476:SPC TX S     -  MERCEDES STANDPIPE                       095 39 47.8
 AE1476:UTM  14      -  MERCEDES STANDPIPE                       095 26 55.5
 AE1476
 AE1476|---------------------------------------------------------------------|
 AE1476| PID    Reference Object                     Distance      Geod. Az  |
 AE1476|                                                           dddmmss.s |
 AE1476| AB1638 MERCEDES STANDPIPE                  APPROX.13.6 KM 0955209.9 |
 AE1476| AB1624 MERCEDES CANAL PUMP IRON STK        APPROX.18.7 KM 1251214.8 |
 AE1476| CV3119 DONNA RM                             31.580 METERS 18807     |
 AE1476| AE1477 DONNA STANDPIPE                     APPROX. 0.9 KM 3295207.7 |
 AE1476|---------------------------------------------------------------------|
 AE1476
 AE1476                          SUPERSEDED SURVEY CONTROL
 AE1476
 AE1476  NAD 83(1986)-  26 09 41.86384(N)    098 02 45.49631(W) AD(       ) 1
 AE1476  NAD 27      -  26 09 40.59295(N)    098 02 44.47285(W) AD(       ) 1
 AE1476  NGVD 29 (07/19/86)   29.9    (m)           98.     (f) VERT ANG       
 AE1476
 AE1476.Superseded values are not recommended for survey control.
 AE1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1476.See file dsdata.txt to determine how the superseded data were derived.
 AE1476
 AE1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP9534893933(NAD 83)
 AE1476_MARKER: DS = TRIANGULATION STATION DISK
 AE1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1476_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1476
 AE1476  HISTORY     - Date     Condition        Report By
 AE1476  HISTORY     - 1913     MONUMENTED       CGS
 AE1476  HISTORY     - 1927     SEE DESCRIPTION  CGS
 AE1476  HISTORY     - 1936     SEE DESCRIPTION  TXRD
 AE1476
 AE1476                          STATION DESCRIPTION
 AE1476
 AE1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AE1476'STATION IS ABOUT 1/2 MILE SE OF DONNA, ON THE W SIDE OF A
 AE1476'LARGE IRRIGATION CANAL, ON LAND OWNED BY DR. ROBERTS, OF
 AE1476'DONNA, AND 25 METERS (82 FEET) NW OF MEXICAN JACAL.
 AE1476'
 AE1476'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AE1476'DISKS SET IN CONCRETE.
 AE1476'
 AE1476'REFERENCE MARK IS AT SAME ELEVATION AS THE STATION AND 31.58
 AE1476'METERS (103.6 FEET) S 8 DEG 07 MIN W.  DONNA
 AE1476'LONGITUDE STATION IS 0.17 METER (0.6 FOOT) DUE N AND 31.607
 AE1476'METERS (103.70 FEET) DUE W OF STATION.
 AE1476'
 AE1476'ELEVATION OF STATION, 29.9 METERS (98 FEET).
 AE1476
 AE1476                          STATION RECOVERY (1927)
 AE1476
 AE1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (DWT)
 AE1476'THE MARK WAS FOUND DUG UP.  NO REFERENCE MARK WAS FOUND.
 AE1476'THE LONGITUDE PIER HAS BEEN OVERTURNED.
 AE1476
 AE1476                          STATION RECOVERY (1936)
 AE1476
 AE1476'RECOVERY NOTE BY TEXAS RECLAMATION DEPARTMENT 1936
 AE1476'A CREW OF SIX MEN, EQUIPPED WITH PICK, SHOVEL AND 4-FOOT
 AE1476'IRON BAR, DIGGING FOR 4 HOURS, FAILED TO RECOVER THE STATION
 AE1476'DONNA UNDERGROUND MARK.
 AE1476'
 AE1476'A DILIGENT SEARCH WAS MADE TO RECOVER THE LONGITUDE STATION
 AE1476'AT THIS POINT, BUT FAILED TO DO SO.  ATTEMPT WAS MADE TO
 AE1476'RECOVER THE REFERENCE MARK WHICH ALSO RESULTED IN FAILURE.
 AE1476'
 AE1476'SURFACE MARK, HAS BEEN DUG UP AND IS LYING AGAINST A MEXICAN
 AE1476'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1485 ***********************************************************************
 AE1485  DESIGNATION -  DONNA MUN TANK NO 1
 AE1485  PID         -  AE1485
 AE1485  STATE/COUNTY-  TX/HIDALGO
 AE1485  USGS QUAD   -  DONNA (1983)
 AE1485
 AE1485                         *CURRENT SURVEY CONTROL
 AE1485  ___________________________________________________________________
 AE1485* NAD 83(1993)-  26 10 25.28975(N)    098 03 31.60793(W)     ADJUSTED  
 AE1485* NAVD 88     -                                                        
 AE1485  ___________________________________________________________________
 AE1485  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AE1485  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AE1485
 AE1485  HORZ ORDER  -  THIRD
 AE1485
 AE1485.The horizontal coordinates were established by classical geodetic methods
 AE1485.and adjusted by the National Geodetic Survey in February 1996..
 AE1485
 AE1485
 AE1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1485
 AE1485.The geoid height was determined by GEOID03.
 AE1485
 AE1485;                    North         East     Units Scale Factor Converg.
 AE1485;SPC TX S     - 5,056,252.944   344,108.610   MT  0.99999824   +0 12 01.1
 AE1485;SPC TX S     -16,588,723.20  1,128,963.00   sFT  0.99999824   +0 12 01.1
 AE1485;UTM  14      - 2,895,260.112   594,058.756   MT  0.99970923   +0 24 54.7
 AE1485
 AE1485                          SUPERSEDED SURVEY CONTROL
 AE1485
 AE1485  NAD 83(1986)-  26 10 25.29850(N)    098 03 31.57188(W) AD(       ) 4
 AE1485  NAD 27      -  26 10 24.03015(N)    098 03 30.55067(W) AD(       ) 3
 AE1485
 AE1485.Superseded values are not recommended for survey control.
 AE1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1485.See file dsdata.txt to determine how the superseded data were derived.
 AE1485
 AE1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP9405995260(NAD 83)
 AE1485_MARKER: 53 = ELEVATED TANK
 AE1485
 AE1485  HISTORY     - Date     Condition        Report By
 AE1485  HISTORY     - 1974     FIRST OBSERVED   NGS
 AE1485
 AE1485                          STATION DESCRIPTION
 AE1485
 AE1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1485'THE STATION, DONNA MUNICIPAL WATER TANK NUMBER 1, IS THE CENTER OF
 AE1485'THE TOP OF A 7-LEGGED WATER TANK THAT IS PAINTED SILVER, IS 160 FEET
 AE1485'HIGH, AND HAS DONNA TEXAS 78537 PAINTED ON IT IN BLACK LETTERS.
 AE1485'
 AE1485'TO REACH FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY 83 AND LOOP 433
 AE1485'IN DONNA, GO WEST ON HIGHWAY 83 FOR 0.35 MILE TO A SIDE STREET
 AE1485'RIGHT, THIRD STREET.  TURN RIGHT ON THIRD STREET, CROSS THE RAILROAD
 AE1485'TRACKS, THEN TURN RIGHT AGAIN AND GO EAST ON ROBERTS AVENUE FOR 0.2
 AE1485'MILE TO NORTH FIFTH STREET.  TURN LEFT AND GO NORTH ON NORTH FIFTH
 AE1485'STREET FOR 0.05 MILE TO THE TANK ON THE LEFT, AT THE CORNER OF
 AE1485'HESTER AVENUE AND NORTH FIFTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1483 ***********************************************************************
 AE1483  DESIGNATION -  DONNA MUN TANK NO 2
 AE1483  PID         -  AE1483
 AE1483  STATE/COUNTY-  TX/HIDALGO
 AE1483  USGS QUAD   -  DONNA (1983)
 AE1483
 AE1483                         *CURRENT SURVEY CONTROL
 AE1483  ___________________________________________________________________
 AE1483* NAD 83(1993)-  26 10 31.29604(N)    098 02 09.99642(W)     ADJUSTED  
 AE1483* NAVD 88     -                                                        
 AE1483  ___________________________________________________________________
 AE1483  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AE1483  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AE1483
 AE1483  HORZ ORDER  -  THIRD
 AE1483
 AE1483.The horizontal coordinates were established by classical geodetic methods
 AE1483.and adjusted by the National Geodetic Survey in February 1996..
 AE1483
 AE1483
 AE1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1483
 AE1483.The geoid height was determined by GEOID03.
 AE1483
 AE1483;                    North         East     Units Scale Factor Converg.
 AE1483;SPC TX S     - 5,056,445.914   346,374.219   MT  0.99999782   +0 12 38.2
 AE1483;SPC TX S     -16,589,356.30  1,136,396.08   sFT  0.99999782   +0 12 38.2
 AE1483;UTM  14      - 2,895,461.515   596,322.978   MT  0.99971455   +0 25 30.8
 AE1483
 AE1483                          SUPERSEDED SURVEY CONTROL
 AE1483
 AE1483  NAD 83(1986)-  26 10 31.30356(N)    098 02 09.95890(W) AD(       ) 4
 AE1483  NAD 27      -  26 10 30.03613(N)    098 02 08.94034(W) AD(       ) 3
 AE1483
 AE1483.Superseded values are not recommended for survey control.
 AE1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1483.See file dsdata.txt to determine how the superseded data were derived.
 AE1483
 AE1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP9632395462(NAD 83)
 AE1483_MARKER: 53 = ELEVATED TANK
 AE1483
 AE1483  HISTORY     - Date     Condition        Report By
 AE1483  HISTORY     - 1974     FIRST OBSERVED   NGS
 AE1483
 AE1483                          STATION DESCRIPTION
 AE1483
 AE1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1483'THE STATION, DONNA MUNICIPAL WATER TANK NUMBER 2, IS THE CENTER OF
 AE1483'THE TOP OF A 145 FEET HIGH, ELEVATED WATER TANK THAT IS PAINTED
 AE1483'BRIGHT YELLOW WITH A RED BOTTOM AND IS SUPPORTED BY 8 LEGS.  IT
 AE1483'IS ABOUT 0.3 MILE SOUTH OF U.S. HIGHWAY 83 AND ABOUT 0.5 MILE
 AE1483'NORTH OF BUSINESS U.S. HIGHWAY 83, IN THE NORTHEAST SECTION OF DONNA.
 AE1483'
 AE1483'TO REACH FROM THE JUNCTION OF BUSINESS U.S. 83 AND FARM ROAD 493 IN
 AE1483'THE EAST SECTION OF DONNA, GO NORTH ON ROAD 493 FOR 0.5 MILE TO
 AE1483'REDSKIN AVENUE ON THE RIGHT.  TURN RIGHT AND GO EAST ON REDSKIN
 AE1483'AVENUE FOR 0.25 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1477 ***********************************************************************
 AE1477  DESIGNATION -  DONNA STANDPIPE
 AE1477  PID         -  AE1477
 AE1477  STATE/COUNTY-  TX/HIDALGO
 AE1477  USGS QUAD   -  DONNA (1983)
 AE1477
 AE1477                         *CURRENT SURVEY CONTROL
 AE1477  ___________________________________________________________________
 AE1477* NAD 83(1993)-  26 10 06.64874(N)    098 03 01.47891(W)     ADJUSTED  
 AE1477* NAVD 88     -                                                        
 AE1477  ___________________________________________________________________
 AE1477  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 AE1477  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AE1477
 AE1477  HORZ ORDER  -  THIRD
 AE1477
 AE1477.The horizontal coordinates were established by classical geodetic methods
 AE1477.and adjusted by the National Geodetic Survey in February 1996..
 AE1477
 AE1477
 AE1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1477
 AE1477.The geoid height was determined by GEOID03.
 AE1477
 AE1477;                    North         East     Units Scale Factor Converg.
 AE1477;SPC TX S     - 5,055,682.221   344,947.313   MT  0.99999954   +0 12 14.8
 AE1477;SPC TX S     -16,586,850.75  1,131,714.64   sFT  0.99999954   +0 12 14.8
 AE1477;UTM  14      - 2,894,692.701   594,899.351   MT  0.99971119   +0 25 07.7
 AE1477
 AE1477                          SUPERSEDED SURVEY CONTROL
 AE1477
 AE1477  NAD 83(1986)-  26 10 06.65522(N)    098 03 01.44236(W) AD(       ) 4
 AE1477  NAD 27      -  26 10 05.38252(N)    098 03 00.41786(W) AD(       ) 3
 AE1477
 AE1477.Superseded values are not recommended for survey control.
 AE1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1477.See file dsdata.txt to determine how the superseded data were derived.
 AE1477
 AE1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP9489994693(NAD 83)
 AE1477_MARKER: 52 = STANDPIPE TANK
 AE1477
 AE1477  HISTORY     - Date     Condition        Report By
 AE1477  HISTORY     - 1913     FIRST OBSERVED   CGS
 AE1477
 AE1477                          STATION DESCRIPTION
 AE1477
 AE1477'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1479 ***********************************************************************
 AE1479  DESIGNATION -  DONNA SUGAR MILL TALLER STK
 AE1479  PID         -  AE1479
 AE1479  STATE/COUNTY-  TX/HIDALGO
 AE1479  USGS QUAD   -  DONNA (1983)
 AE1479
 AE1479                         *CURRENT SURVEY CONTROL
 AE1479  ___________________________________________________________________
 AE1479* NAD 83(1993)-  26 08 18.50771(N)    098 03 30.87153(W)     ADJUSTED  
 AE1479* NAVD 88     -                                                        
 AE1479  ___________________________________________________________________
 AE1479  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 AE1479  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AE1479
 AE1479  HORZ ORDER  -  THIRD
 AE1479
 AE1479.The horizontal coordinates were established by classical geodetic methods
 AE1479.and adjusted by the National Geodetic Survey in February 1996..
 AE1479
 AE1479
 AE1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1479
 AE1479.The geoid height was determined by GEOID03.
 AE1479
 AE1479;                    North         East     Units Scale Factor Converg.
 AE1479;SPC TX S     - 5,052,351.298   344,142.707   MT  1.00000722   +0 12 01.5
 AE1479;SPC TX S     -16,575,922.55  1,129,074.86   sFT  1.00000722   +0 12 01.5
 AE1479;UTM  14      - 2,891,359.766   594,107.453   MT  0.99970935   +0 24 53.2
 AE1479
 AE1479                          SUPERSEDED SURVEY CONTROL
 AE1479
 AE1479  NAD 83(1986)-  26 08 18.51394(N)    098 03 30.83466(W) AD(       ) 4
 AE1479  NAD 27      -  26 08 17.24057(N)    098 03 29.81004(W) AD(       ) 3
 AE1479
 AE1479.Superseded values are not recommended for survey control.
 AE1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1479.See file dsdata.txt to determine how the superseded data were derived.
 AE1479
 AE1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP9410791360(NAD 83)
 AE1479_MARKER: 63 = STACK
 AE1479
 AE1479  HISTORY     - Date     Condition        Report By
 AE1479  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1479
 AE1479                          STATION DESCRIPTION
 AE1479
 AE1479'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1169 ***********************************************************************
 AH1169  DESIGNATION -  DONNEL 1933
 AH1169  PID         -  AH1169
 AH1169  STATE/COUNTY-  TX/SAN PATRICIO
 AH1169  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1169
 AH1169                         *CURRENT SURVEY CONTROL
 AH1169  ___________________________________________________________________
 AH1169* NAD 83(1993)-  27 51 33.79687(N)    097 14 28.41052(W)     ADJUSTED  
 AH1169* NAVD 88     -         9.0    (meters)      30.     (feet)  VERTCON   
 AH1169  ___________________________________________________________________
 AH1169  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1169  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH1169
 AH1169  HORZ ORDER  -  THIRD
 AH1169
 AH1169.The horizontal coordinates were established by classical geodetic methods
 AH1169.and adjusted by the National Geodetic Survey in February 1996..
 AH1169
 AH1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1169
 AH1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1169
 AH1169.The geoid height was determined by GEOID03.
 AH1169
 AH1169;                    North         East     Units Scale Factor Converg.
 AH1169;SPC TX S     - 5,243,562.805   423,974.569   MT  1.00000670   +0 34 17.4
 AH1169;SPC TX S     -17,203,255.64  1,390,989.90   sFT  1.00000670   +0 34 17.4
 AH1169;UTM  14      - 3,082,868.470   673,166.561   MT  0.99997013   +0 49 19.5
 AH1169
 AH1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1169!SPC TX S     -   1.00000276  x   1.00000670  =   1.00000946
 AH1169!UTM  14      -   1.00000276  x   0.99997013  =   0.99997289
 AH1169
 AH1169|---------------------------------------------------------------------|
 AH1169| PID    Reference Object                     Distance      Geod. Az  |
 AH1169|                                                           dddmmss.s |
 AH1169| CS4320 DONNEL RM 1                           9.329 METERS 06042     |
 AH1169| CS4321 DONNEL RM 2                           9.126 METERS 14110     |
 AH1169| AH1179 MCGLOINS BLUFF                      APPROX. 4.1 KM 1520043.9 |
 AH1169| AH1193 CORPUS CHRISTI CHAN LIGHT 38        APPROX. 5.4 KM 1550038.3 |
 AH1169| AH1186 CORPUS CHRISTI CHAN LIGHT 37        APPROX. 5.5 KM 1552016.1 |
 AH1169| AH1172 CORPUS CHRI CHAN CUT B E LT         APPROX. 5.5 KM 1651006.3 |
 AH1169| AH1181 ENCINAL CHANNEL LIGHT 5             APPROX. 5.9 KM 1722143.9 |
 AH1169| AH1174 CORPUS CHRISTI CHANNEL BCN 15       APPROX. 5.5 KM 1761106.1 |
 AH1169| AH1194 CORPUS CHRISTI CHAN LIGHT 44        APPROX. 5.3 KM 1761311.8 |
 AH1169| AH1184 ENCINAL CHANNEL LIGHT 9             APPROX. 6.5 KM 1784820.7 |
 AH1169| AH1173 ENCINAL CHAN N LEADING LIGHT        APPROX. 6.5 KM 1800045.7 |
 AH1169| AH1177 CORPUS CHRI CHAN CUT A W LT         APPROX. 5.5 KM 1802703.6 |
 AH1169| AH1167 ENCINAL CHANNEL LIGHT 13            APPROX. 7.2 KM 1812935.4 |
 AH1169| AH1168 ENCINAL CHANNEL LIGHT 19            APPROX. 9.1 KM 1852710.0 |
 AH1169| AH1324 ENCINAL CHANNEL LIGHT 20            APPROX. 9.0 KM 1862706.8 |
 AH1169| AH1335 ENCINAL CHANNEL LIGHT 25            APPROX.11.0 KM 1880117.6 |
 AH1169| AH1323 ENCINAL CHANNEL LIGHT 26            APPROX.10.9 KM 1885125.1 |
 AH1169| AH1333 CORPUS CHRISTI CHANNEL BCN 17       APPROX. 5.7 KM 1963405.7 |
 AH1169| AH1334 CORPUS CHRISTI CHAN LIGHT 50        APPROX. 5.5 KM 1970332.3 |
 AH1169| AH1331 CORPUS CHRISTI CHAN LIGHT 55        APPROX. 6.6 KM 2143202.6 |
 AH1169| AH1326 CORPUS CHRISTI CHANNEL BCN 10       APPROX. 6.5 KM 2152240.7 |
 AH1169| AH1325 CORPUS CHRISTI CHANNEL BCN 21       APPROX. 8.0 KM 2270751.7 |
 AH1169| AH1329 CORPUS CHRISTI CHANNEL BCN 12       APPROX. 7.9 KM 2280136.7 |
 AH1169| AH1653 PORTLAND CENTRAL MUN TANK           APPROX. 8.0 KM 2862320.8 |
 AH1169|---------------------------------------------------------------------|
 AH1169
 AH1169                          SUPERSEDED SURVEY CONTROL
 AH1169
 AH1169  NAD 83(1986)-  27 51 33.80045(N)    097 14 28.38330(W) AD(       ) 3
 AH1169  NAD 27      -  27 51 32.71200(N)    097 14 27.41900(W) AD(       ) 3
 AH1169  NGVD 29 (06/28/90)    9.2    (m)           30.     (f) VERT ANG       
 AH1169
 AH1169.Superseded values are not recommended for survey control.
 AH1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1169.See file dsdata.txt to determine how the superseded data were derived.
 AH1169
 AH1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7316782868(NAD 83)
 AH1169_MARKER: DD = SURVEY DISK
 AH1169_SETTING: 0 = UNSPECIFIED SETTING
 AH1169_SP_SET: SQUARE CONCRETE MONUMENT
 AH1169_STAMPING: DONNEL 1933
 AH1169_MARK LOGO: CGS   
 AH1169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1169+STABILITY: SURFACE MOTION
 AH1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1169+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1989
 AH1169
 AH1169  HISTORY     - Date     Condition        Report By
 AH1169  HISTORY     - 1933     MONUMENTED       CGS
 AH1169  HISTORY     - 1933     GOOD             CGS
 AH1169  HISTORY     - 1937     GOOD             LOCENG
 AH1169  HISTORY     - 1949     GOOD             CGS
 AH1169  HISTORY     - 1985     GOOD             NGS
 AH1169  HISTORY     - 19890215 GOOD             NOS
 AH1169  HISTORY     - 19891212 GOOD             NOS
 AH1169
 AH1169                          STATION DESCRIPTION
 AH1169
 AH1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1169'STATION IS LOCATED ABOUT 2 MILES SW OF INGLESIDE, ON THE N
 AH1169'SHORE OF CORPUS CHRISTI BAY.  IT IS 350 METERS W OF POINT
 AH1169'OF LAND AT DONNEL REEF, 30 METERS NE OF 10-FOOT BLUFF AT
 AH1169'BAY SHORE, AND 30 METERS NNW OF A CLUMP OF YUCCA ON BLUFF.
 AH1169'
 AH1169'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH1169'NO REFERENCE MARK WAS SET.
 AH1169'
 AH1169'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1169'KNOLL AT MC GLOINS BLUFF, 141 DEG.  PLAZA HOTEL, 237 DEG.
 AH1169'POINT OF LAND AT REEF (350 METERS DISTANT), 266 DEG.  LA QUINTANA
 AH1169'CLUBHOUSE (2.3 MILES DISTANT), 301 DEG.
 AH1169'
 AH1169'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 AH1169
 AH1169                          STATION RECOVERY (1933)
 AH1169
 AH1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AH1169'RECOVERED IN GOOD CONDITION.
 AH1169
 AH1169                          STATION RECOVERY (1937)
 AH1169
 AH1169'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 AH1169'RECOVERED BY GEOTECHNICAL CORP
 AH1169'
 AH1169'RECOVERED.
 AH1169
 AH1169                          STATION RECOVERY (1949)
 AH1169
 AH1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1169'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT
 AH1169'2.0 MILES SW OF INGLESIDE, ON THE N SHORE OF CORPUS CHRISTI
 AH1169'BAY, ABOUT 350 METERS W OF POINT OF LAND, 149 FEET NE OF
 AH1169'MEAN HIGH-WATER LINE, AND 100 FEET NNW OF CLUMP OF YUCCA
 AH1169'ON BLUFF.
 AH1169'
 AH1169'TO REACH STATION FROM INGLESIDE, GO S ON ASPHALT ROAD TOWARD
 AH1169'OLD INGLESIDE FROM THE POST OFFICE 2.2 MILES, THEN SW ACROSS
 AH1169'BRIDGE AND PAST HOUSE OWNED BY R.H. WELDER, THEN NW ALONG
 AH1169'SHORE 1.1 MILES TO STATION SITE.
 AH1169'
 AH1169'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A 12-INCH
 AH1169'SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND
 AH1169'AND STAMPED DONNEL 1923.
 AH1169
 AH1169                          STATION RECOVERY (1985)
 AH1169
 AH1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1169'THE STATION WAS RECOVERED AT THIS DATE.
 AH1169'REFEREMCE MARKS 1 AND 2 WERE ESTABLISHED AT THIS TIME. A NEW AND
 AH1169'COMPLETE DESCRIPTION FOLLOWS.
 AH1169'
 AH1169'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI)
 AH1169'NORTHEAST OF DOWNTOWN CORPUS CHRISTI, 11.3 KM (7 MI) SOUTHWEST OF
 AH1169'ARANSAS PASS, 8.8 KM (5.5 MI) EAST-SOUTHEAST OF PORTLAND, 4.0 KM
 AH1169'(2.5 MI) SOUTHWEST OF INGLESIDE AND ON THE NORTHEASTERN BANK OF LA
 AH1169'QUINTA SHIP CHANNEL.
 AH1169'OWNERSHIP--MR WILLIAM EDWARDS, POST OFFICE DRAWER 480, CORPUS
 AH1169'CHRISTI TX 77840, PHONE 512-883-0971.
 AH1169'
 AH1169'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 361 AND
 AH1169'COUNTY FM 1069 IN INGLESIDE, GO SOUTH ON FM 1069 FOR 0.3 KM (0.2
 AH1169'MI) TO A FORK. KEEP LEFT ON FM 1069 FOR 4.5 KM (2.8 MI) TO A SIDE
 AH1169'ROAD RIGHT TO A PARKING AREA AT BOAT RAMP. TURN RIGHT AND GO
 AH1169'SOUTHERLY FOR 0.3 KM (0.2 MI) TO END OF TRUCK TRAVEL. CONTINUE BY
 AH1169'BOAT, NORTHWEST IN LA QUINTA SHIP CHANNEL FOR ABOUT 2.5 KM (1.5 MI)
 AH1169'TO A POINT 100 METERS BEFORE REACHING CHANNEL LIGHT NUMBER 14 ON
 AH1169'THE EAST SIDE OF CHANNEL. FROM HERE PACK NORTH ALONG BLUFF FOR 50
 AH1169'METERS (150 FT) TO THE STATION.
 AH1169'
 AH1169'THE STATION IS A STANDARD CGS DISK
 AH1169'STAMPED---DONNEL 1933---,
 AH1169'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AH1169'30 CM ON SIDE PROJECTING 25 CM ABOVE GROUND.  LOCATED
 AH1169'60.4 METERS (198 FT) SOUTHEAST FROM THE CHANNEL MARKER NUMBER 14,
 AH1169'13.5 METERS (44 FT) NORTHEAST FROM THE EDGE OF THE BLUFF AND
 AH1169'1.58 METERS (5.2 FT) NORTHWEST FROM A WITNESS POST.
 AH1169'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1169'STAMPED---DONNEL 1933---,
 AH1169'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AH1169'
 AH1169'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AH1169'STAMPED---DONNEL 1933 NO 1 1985---,
 AH1169'BRAZED TO THE TOP OF A 2-INCH GALVANIZED METAL PIPE
 AH1169'SURROUNDED BY A MASS OF CONCRETE PROJECTING 25 CM ABOVE GROUND.
 AH1169'LOCATED
 AH1169'62.5 METERS (205 FT) SOUTHEAST FROM THE CHANNEL MARK NUMBER 14,
 AH1169'22.1 METERS (72.5 FT) NORTHEAST FROM THE EDGE OF THE BLUFF AND
 AH1169'9.42 METERS (30.9 FT) NORTHEAST FROM THE WITNESS POST.
 AH1169'MARK IS LEVEL WITH THE STATION.
 AH1169'
 AH1169'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AH1169'STAMPED---DONNEL 1933 NO 2 1985---,
 AH1169'BRAZED TO THE TOP OF A 2-INCH GALVANIZED METAL PIPE
 AH1169'SURROUNDED BY A MASS OF CONCRETE PROJECTING 20 CM ABOVE GROUND.
 AH1169'LOCATED
 AH1169'69.8 METERS (229 FT) SOUTH-SOUTHEAST FROM THE CHANNEL MARKER NUMBER
 AH1169'14,
 AH1169'13.9 METERS (45.5 FT) NORTHEAST FROM THE EDGE OF THE BLUFF AND
 AH1169'7.62 METERS (25.0 FT) SOUTH-SOUTHEAST FROM THE WITNESS POST.
 AH1169'MARK IS 0.3 METER ABOVE THE STATION.
 AH1169'
 AH1169'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 AH1169'
 AH1169'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK. STATION
 AH1169'35 USE WILL SERVE AS THE AZIMUTH. SEE DESCRIPTION THEREOF.
 AH1169'
 AH1169'DESCRIBED BY R. T. WOODRUFF.
 AH1169
 AH1169                          STATION RECOVERY (1989)
 AH1169
 AH1169'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1169'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NE OF DOWNTOWN CORPUS
 AH1169'CHRISTI, 11.3 KM (7.00 MI) SW OF ARANSAS PASS, 8.8 KM (5.45 MI) ESE OF
 AH1169'PORTLAND, 4.0 KM (2.50 MI) SW OF INGLESIDE AND ON THE NE BANK OF LA
 AH1169'QUINTA SHIP CHANNEL.  OWNERSHIP--MR. DAVE EDWARDS, PHONE 502-364-3343,
 AH1169'RANCHES IN MELVIN MUSTLER, PHONE 502-528-3041.
 AH1169'TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 361 AND COUNTY
 AH1169'FARM ROAD 1069 IN INGLESIDE, GO S ON FARM ROAD 1069 FOR 0.3 KM
 AH1169'(0.20 MI) TO A FORK.  KEEP LEFT ON FM 1069 FOR 4.5 KM (2.80 MI) TO A
 AH1169'SIDE ROAD RIGHT TO A PARKING AREA AT BOAT RAMP.  TURN RIGHT AND GO
 AH1169'SOUTHERLY FOR 0.3 KM (0.20 MI) TO END OF TRUCK TRAVEL.  CONTINUE BY
 AH1169'BOAT, NW IN LA QUINTA SHIP CHANNEL FOR ABOUT 2.5 KM (1.55 MI) TO A
 AH1169'POINT 100 M (328.1 FT) BEFORE REACHING CHANNEL LIGHT NUMBER 14 ON THE
 AH1169'E SIDE OF CHANNEL.  FROM HERE PACK N ALONG BLUFF FOR 50 M (164.0 FT)
 AH1169'TO THE STATION.
 AH1169'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.  THE
 AH1169'STATION MARK IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM
 AH1169'ON SIDE PROJECTING 25 CM ABOVE GROUND.  LOCATED 60.4 M (198.2 FT) SE
 AH1169'FROM THE CHANNEL MARKER NUMBER 14, 13.5 M (44.3 FT) NE FROM THE EDGE
 AH1169'OF THE BLUFF AND 1.58 M (5.2 FT) NW FROM A WITNESS POST.  THE
 AH1169'UNDERGROUND MARK IS SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 M
 AH1169'(3.6 FT) BELOW THE SURFACE.
 AH1169'STATION 35 USE WILL SERVE AS THE AZIMUTH.
 AH1169
 AH1169                          STATION RECOVERY (1989)
 AH1169
 AH1169'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1169'THE STATION WAS RECOVERED AS DESCRIBED. RECOVERED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0968 ***********************************************************************
 AV0968  DESIGNATION -  DOORNBOS RESET
 AV0968  PID         -  AV0968
 AV0968  STATE/COUNTY-  TX/JEFFERSON
 AV0968  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0968
 AV0968                         *CURRENT SURVEY CONTROL
 AV0968  ___________________________________________________________________
 AV0968* NAD 83(1993)-  29 56 46.54349(N)    093 56 57.62075(W)     ADJUSTED  
 AV0968* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AV0968  ___________________________________________________________________
 AV0968  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0968  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AV0968
 AV0968  HORZ ORDER  -  FIRST
 AV0968
 AV0968.The horizontal coordinates were established by classical geodetic methods
 AV0968.and adjusted by the National Geodetic Survey in February 1996..
 AV0968
 AV0968.The orthometric height was scaled from a topographic map.
 AV0968
 AV0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0968
 AV0968.The geoid height was determined by GEOID03.
 AV0968
 AV0968;                    North         East     Units Scale Factor Converg.
 AV0968;SPC TXSC     - 4,244,698.421 1,087,391.286   MT  0.99992000   +2 28 27.8
 AV0968;SPC TXSC     -13,926,148.07  3,567,549.58   sFT  0.99992000   +2 28 27.8
 AV0968;SPC TX C     - 3,048,676.324 1,315,991.920   MT  1.00004985   +3 17 17.3
 AV0968;SPC TX C     -10,002,198.91  4,317,550.16   sFT  1.00004985   +3 17 17.3
 AV0968;SPC LA S     -   163,192.298   747,496.028   MT  0.99992620   -1 18 28.9
 AV0968;SPC LA S     -   535,406.73  2,452,409.89   sFT  0.99992620   -1 18 28.9
 AV0968;UTM  15      - 3,313,209.671   408,387.032   MT  0.99970355   -0 28 26.2
 AV0968
 AV0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0968!SPC TXSC     -   1.00000397  x   0.99992000  =   0.99992397
 AV0968!SPC TX C     -   1.00000397  x   1.00004985  =   1.00005383
 AV0968!SPC LA S     -   1.00000397  x   0.99992620  =   0.99993017
 AV0968!UTM  15      -   1.00000397  x   0.99970355  =   0.99970752
 AV0968
 AV0968|---------------------------------------------------------------------|
 AV0968| PID    Reference Object                     Distance      Geod. Az  |
 AV0968|                                                           dddmmss.s |
 AV0968| CV9743 DOORNBOS RM 2                        55.495 METERS 04122     |
 AV0968| AV0935 PORT ARTHUR GOODHUE HOTEL TWR       APPROX. 8.2 KM 1704039.4 |
 AV0968| AV0934 PORT ARTHUR GULF ST UTIL STK        APPROX. 9.0 KM 1712448.6 |
 AV0968| AV0958 PORT ARTHUR GULF REFIN TAL STK      APPROX. 9.1 KM 1914511.3 |
 AV0968| AV0966 SPUR USE 1909                        43.861 METERS 19808     |
 AV0968| CV9744 DOORNBOS RM 3                        30.018 METERS 21011     |
 AV0968| AV0967 PTS 63 M USGS RESET 1960             13.070 METERS 28100     |
 AV0968| CV9741 DOORNBOS AZ MK                                     3130729.2 |
 AV0968| CV9742 DOORNBOS RM 1                                      3134312.6 |
 AV0968| AV0969 PTS 63 M USGS 1931                  113.886 METERS 34220     |
 AV0968|---------------------------------------------------------------------|
 AV0968
 AV0968                          SUPERSEDED SURVEY CONTROL
 AV0968
 AV0968  NAD 83(1993)-  29 56 46.54296(N)    093 56 57.62070(W) AD(       ) 1
 AV0968  NAD 83(1986)-  29 56 46.56256(N)    093 56 57.60350(W) AD(       ) 1
 AV0968  NAD 27      -  29 56 45.79100(N)    093 56 56.98100(W) AD(       ) 1
 AV0968
 AV0968.Superseded values are not recommended for survey control.
 AV0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0968.See file dsdata.txt to determine how the superseded data were derived.
 AV0968
 AV0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0838713210(NAD 83)
 AV0968_MARKER: DS = TRIANGULATION STATION DISK
 AV0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0968
 AV0968  HISTORY     - Date     Condition        Report By
 AV0968  HISTORY     - 1931     MONUMENTED       CGS
 AV0968  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AV0968  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AV0968  HISTORY     - 1960     SEE DESCRIPTION  CGS
 AV0968  HISTORY     - 1965     SEE DESCRIPTION  CGS
 AV0968  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 AV0968  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0968  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0968  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 AV0968  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 AV0968
 AV0968                          STATION DESCRIPTION
 AV0968
 AV0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AV0968'ABOUT 5 MILES N OF PORT ARTHUR (7.3 MILES BY ROAD FROM BUSINESS
 AV0968'DISTRICT), 3 MILES SE OF NEDERLAND, IN PASTURE BELONGING
 AV0968'TO ESTATE OF JAKE DOORNBOS OF NEDERLAND, 80.1 METERS (263 FEET)
 AV0968'S OF CENTER LINE OF HIGHWAY 8, 74.35 FEET E OF CENTER OF
 AV0968'E RAIL OF SINGLE TRACK BRANCH OF KANSAS CITY SOUTHERN RAILWAY
 AV0968'TO PORT NECHES, AT END OF SHORT LANE LEADING S FROM HIGHWAY,
 AV0968'ABOUT 130 FEET E OF RAILWAY CROSSING, 48.55 FEET NE OF
 AV0968'POWER-TRANSMISSION-LINE POLE, AND 37.1 FEET W OF FENCE CORNER.
 AV0968'
 AV0968'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AV0968'SET IN CONCRETE.  STATION MARK IS FLUSH WITH THE GROUND.
 AV0968'
 AV0968'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, 0.4 MILE W OF
 AV0968'RAILWAY CROSSING, 46 FEET S OF CENTER LINE OF HIGHWAY, 29.3
 AV0968'FEET S OF CENTER OF S RAIL OF CONCRETE BOX CULVERT, 6.4 FEET
 AV0968'SE OF FENCE CORNER, AND 0.45 MILE FROM STATION N 46 DEG 17 MIN W.
 AV0968'
 AV0968'REFERENCE MARK 2 IS 5 INCHES ABOVE THE GROUND, 150 FEET E
 AV0968'OF RAILWAY CROSSING, 49 FEET S OF CENTER LINE OF HIGHWAY,
 AV0968'28.4 FEET SE OF GATE TO SHORT LANE, 13.6 FEET S OF FENCE
 AV0968'CORNER, 1.5 FEET W OF FENCELINE, AND 182.07 FEET FROM STATION
 AV0968'N 41 DEG 22 MIN E.
 AV0968'
 AV0968'PRIMARY TRAVERSE STATION 63M (U.S.G.S.) IS 113.886 METERS
 AV0968'(373.64 FEET) FROM STATION N 17 DEG 40 MIN W.
 AV0968'SPUR (U.S.E.) IS 43.861 METERS (143.90 FEET) FROM STATION
 AV0968'S 18 DEG 08 MIN W.  3.75 FEET S FROM PRIMARY TRAVERSE
 AV0968'STATION 63M (U.S.G.S.) IS AN IRON PIPE SIMILAR TO SPUR (U.S.E.)
 AV0968'EXCEPT THAT IT IS LOOSE INGROUND.
 AV0968'
 AV0968'FOLLOWING DISTANCES AND AZIMUTHS ARE FROM STATION--PORT NECHES,
 AV0968'BLACK TANK, 3 MILES, 176 DEG 07 MIN 01 SEC.  AND PORT ARTHUR,
 AV0968'GULF REFINING CO., TALLEST STACK, 5-1/2 MILES, 11 DEG 45 MIN
 AV0968'08 SEC.
 AV0968
 AV0968                          STATION RECOVERY (1959)
 AV0968
 AV0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (AJO)
 AV0968'STATION DESTROYED.  MONUMENT WAS DUG OUT OF GROUND TO MAKE
 AV0968'WAY FOR A PIPE LINE.  THE TWO REFERENCE MARKS ARE INTACT
 AV0968'AND IN GOOD CONDITION.
 AV0968
 AV0968                          STATION RECOVERY (1960)
 AV0968
 AV0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CRR)
 AV0968'THE STATION WAS VISITED 12-14-60 AND THE STATION SURFACE AND
 AV0968'UNDERGROUND MARK WERE FOUND DESTROYED.  REFERENCE MARK NO.
 AV0968'1 AND NO. 2 AND SPUR (USE) WERE FOUND DISTURBED.  P.T.STA.
 AV0968'63 M (USGS) 1925 WAS FOUND IN GOOD CONDITION BUT OBSTRUCTED
 AV0968'FROM THE STATION BY A POWER POLE.  THE STATION SURFACE AND
 AV0968'UNDERGROUND MARKS WERE REESTABLISHED IN THEIR ORIGINAL POSITION
 AV0968'BY CHECKING THE DIRECTIONS TO THE FOLLOWING INTERSECTION
 AV0968'STATIONS IN PORT ARTHUR.  PORT ARTHUR, GOODHUE HOTEL TOWER,
 AV0968'PORT ARTHUR, TEXAS OIL CO. DOCKS, WATER TANK, AND PORT
 AV0968'ARTHUR, GULF REFINING CO. TALLEST STACK.  AN AZIMUTH MARK WAS
 AV0968'ESTABLISHED TO REPLACE REFERENCE MARK NO. 1.  REFERENCE MARK NO.
 AV0968'3 WAS ESTABLISHED.  REFERENCE MARKS NO. 1 AND 2 WERE
 AV0968'DESTROYED AND DISKS RECLAIMED.  P.T.STA 63 M (USGS) WAS
 AV0968'RESET AT THIS DATE AND USED AS A REFERENCE MARK FOR THE
 AV0968'STATION.  A FOUR LANE HIGHWAY IS BEING CONSTRUCTED TO
 AV0968'REPLACE STATE HIGHWAY 347 AND THEIR ARE PLANS FOR A
 AV0968'OVERPASS AT THIS LOCATION.  ALL MARKS WILL CLEAR FUTURE
 AV0968'CONSTRUCTION.  A NEW DESCRIPTION FOLLOWS--
 AV0968'
 AV0968'THE STATION IS LOCATED ABOUT 5 MILES (AIRLINE) NORTH OF PORT
 AV0968'ARTHUR, AND 2.5 MILES SOUTHEAST OF NEDERLAND ALONG STATE
 AV0968'HIGHWAY 347 (TO BE A FOUR LANE HIGHWAY) IN THE SOUTHEAST ANGLE
 AV0968'OF ITS INTERSECTION WITH A SPUR TRACK OF THE KANSAS CITY SOUTHERN
 AV0968'RAILROAD TO PORT NECHES, 0.25 MILE NORTH-NORTHEAST OF THE
 AV0968'Y WHERE THE SPUR TRACK JOINS THE MAIN LINE, AND NEAR THE
 AV0968'PROPOSED SITE OF THE OVERPASS OVER THE SPUR TRACK.  IT IS
 AV0968'225 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AV0968'74 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 50
 AV0968'FEET SOUTHEAST OF THE 3RD POWER POLE SOUTHWEST OF THE ROAD
 AV0968'CROSSING, 47 FEET NORTHWEST OF A VENT FOR A GAS LINE, 42
 AV0968'FEET SOUTHEAST OF THE RAILROAD RIGHT-OF-WAY FENCE LINE, AND
 AV0968'1 FOOT WEST-SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 AV0968'STANDARD DISK, STAMPED DOORNBOS 1931 1933 1960,
 AV0968'PROJECTING 2 INCHES.
 AV0968'
 AV0968'REFERENCE MARK NO. 3 IS 98.49 FEET WEST-SOUTHWEST OF THE
 AV0968'STATION, 328 FEET WEST-SOUTHWEST OF THE CENTER OF THE RIGHT-OF-WAY
 AV0968'FOR THE HIGHWAY, 32 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 AV0968'RAIL OF THE TRACKS, 65 FEET EAST-NORTHEAST OF THE 4TH POLE
 AV0968'SOUTHWEST OF THE ROAD CROSSING, 59 FEET WEST-SOUTHWEST OF THE
 AV0968'3RD POLE SOUTHWEST OF THE ROAD CROSSING, 1 FOOT WEST-NORTHWEST
 AV0968'OF THE FENCE LINE AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 AV0968'POST.  IT IS A STANDARD DISK, STAMPED DOORNOBOS NO 3 1931
 AV0968'1933 1960, PROJECTING 4 INCHES.
 AV0968'
 AV0968'USGS P.T. STA. 63 M RESET 1960 IS 42.88 FEET NORTH-NORTHWEST
 AV0968'OF THE STATION, 225 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 AV0968'HIGHWAY RIGHT-OF-WAY, 32 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 AV0968'OF THE TRACKS, 34 FEET EAST-NORTHEAST OF THE 3RD POWER POLE
 AV0968'SOUTHWEST OF THE ROAD CROSSING, 1.5 FEET WEST-NORTHWEST OF
 AV0968'THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT SOUTHEAST OF A METAL
 AV0968'WITNESS POST.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 AV0968'STAMPED PT STA 63 M RESET 1960, SET IN THE TOP OF A 12-INCH
 AV0968'ROUND CONCRETE POST PROJECTING 4 INCHES.
 AV0968'
 AV0968'THE AZIMUTH MARK IS 0.4 MILE NORTH-NORTHWEST OF THE STATION,
 AV0968'245 FEET SOUTHEAST OF THE DRIVEWAY TO THE LARGE TIN SHED OF
 AV0968'THE BETTER HOMES CO., 75 FEET SOUTHWEST OF THE CENTER OF
 AV0968'THE PROPOSED HIGHWAY, AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 AV0968'POST.  IT IS A STANDARD DISK, STAMPED DOORNBOS 1931 1933 1960,
 AV0968'PROJECTING 4 INCHES.
 AV0968'
 AV0968'TO REACH THE STATION FROM THE KANSAS CITY SOUTHERN RAILROAD
 AV0968'STATION AT NEDERLAND, GO SOUTHEAST ON STATE HIGHWAY 347 FOR
 AV0968'1.1 MILES TO A CROSSROAD, INTERSECTION WITH STATE HIGHWAY 365,
 AV0968'CONTINUE SOUTHEAST ON STATE HIGHWAY 347 FOR 1.6 MILES TO THE
 AV0968'AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.4 MILES TO STATE
 AV0968'HIGHWAY SPUR 136 AND THE KANSAS CITY SOUTHERN SPUR TRACKS
 AV0968'TO PORT NECHES.  THE STATION IS IN THE SOUTHEAST ANGLE OF
 AV0968'THE RAILROAD CROSSING.  NOTE--AN OVERPASS WILL BE BUILT OVER
 AV0968'THIS CROSSING WHEN STATE HIGHWAY 347 BECOMES A FOUR LANE
 AV0968'HIGHWAY FROM PORT ARTHUR TO BEAUMONT.
 AV0968
 AV0968                          STATION RECOVERY (1960)
 AV0968
 AV0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AV0968'THE SURFACE STATION MARK HAS BEEN DESTROYED.  THE CONCRETE
 AV0968'MONUMENT WAS FOUND LAYING ON THE GROUND.  IT HAD EVIDENTLY
 AV0968'BEEN DUG UP DURING THE LAYING OF A PIPELINE IN THE AREA.
 AV0968'WATER IN THE FIELD PREVENTED DIGGING FOR THE UNDERGROUND
 AV0968'MARK.
 AV0968'
 AV0968'THE STATION DISK WAS DESTROYED BY THIS PARTY.
 AV0968'
 AV0968'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 AV0968
 AV0968                          STATION RECOVERY (1965)
 AV0968
 AV0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJC)
 AV0968'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AV0968'BY C.R.R., 1960 DESCRIPTION, AND FOUND TO BE IN GOOD CONDITION.
 AV0968'THE AZIMUTH MARK WAS SEARCHED FOR BUT MAY HAVE BEEN LOST
 AV0968'DUE TO NEW HIGHWAY CONSTRUCTION IN THE IMMEDIATE AREA.
 AV0968
 AV0968                          STATION RECOVERY (1995)
 AV0968
 AV0968'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0968'MARK NOT FOUND.
 AV0968
 AV0968                          STATION RECOVERY (2000)
 AV0968
 AV0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0968'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0968
 AV0968                          STATION RECOVERY (2001)
 AV0968
 AV0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0968'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0968
 AV0968                          STATION RECOVERY (2002)
 AV0968
 AV0968'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0968'MARK NOT FOUND.
 AV0968
 AV0968                          STATION RECOVERY (2004)
 AV0968
 AV0968'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2214 ***********************************************************************
 BL2214  DESIGNATION -  DORA
 BL2214  PID         -  BL2214
 BL2214  STATE/COUNTY-  TX/MONTGOMERY
 BL2214  USGS QUAD   -  CUT AND SHOOT (1997)
 BL2214
 BL2214                         *CURRENT SURVEY CONTROL
 BL2214  ___________________________________________________________________
 BL2214* NAD 83(1993)-  30 15 15.88481(N)    095 16 14.03947(W)     ADJUSTED  
 BL2214* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 BL2214  ___________________________________________________________________
 BL2214  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BL2214  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL2214
 BL2214  HORZ ORDER  -  FIRST
 BL2214
 BL2214.The horizontal coordinates were established by classical geodetic methods
 BL2214.and adjusted by the National Geodetic Survey in February 1996..
 BL2214
 BL2214.The orthometric height was scaled from a topographic map.
 BL2214
 BL2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2214
 BL2214.The geoid height was determined by GEOID03.
 BL2214
 BL2214;                    North         East     Units Scale Factor Converg.
 BL2214;SPC TX C     - 3,076,241.076 1,187,052.018   MT  0.99996608   +2 36 27.4
 BL2214;SPC TX C     -10,092,634.26  3,894,519.83   sFT  0.99996608   +2 36 27.4
 BL2214;SPC TXSC     - 4,274,052.874   958,853.986   MT  0.99999177   +1 49 37.5
 BL2214;SPC TXSC     -14,022,455.14  3,145,840.12   sFT  0.99999177   +1 49 37.5
 BL2214;UTM  15      - 3,349,158.518   281,541.502   MT  1.00018881   -1 08 40.0
 BL2214
 BL2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2214!SPC TX C     -   0.99999759  x   0.99996608  =   0.99996367
 BL2214!SPC TXSC     -   0.99999759  x   0.99999177  =   0.99998936
 BL2214!UTM  15      -   0.99999759  x   1.00018881  =   1.00018640
 BL2214
 BL2214:                Primary Azimuth Mark                     Grid Az
 BL2214:SPC TX C     -  DORA AZ MK                               093 44 26.6
 BL2214:SPC TXSC     -  DORA AZ MK                               094 31 16.5
 BL2214:UTM  15      -  DORA AZ MK                               097 29 34.0
 BL2214
 BL2214|---------------------------------------------------------------------|
 BL2214| PID    Reference Object                     Distance      Geod. Az  |
 BL2214|                                                           dddmmss.s |
 BL2214| CV7525 DORA AZ MK                                         0962054.0 |
 BL2214| CV7526 DORA RM 1                            29.401 METERS 12547     |
 BL2214| BL2215 SPLENDORA BEN MILAM LOT TXFS         26.027 METERS 15729     |
 BL2214| CV7528 DORA RM 2 RESET                      32.845 METERS 20120     |
 BL2214| CV7527 DORA RM 2                            32.953 METERS 20126     |
 BL2214|---------------------------------------------------------------------|
 BL2214
 BL2214                          SUPERSEDED SURVEY CONTROL
 BL2214
 BL2214  NAD 83(1986)-  30 15 15.89912(N)    095 16 14.02301(W) AD(       ) 1
 BL2214  NAD 27      -  30 15 15.12720(N)    095 16 13.25623(W) AD(       ) 1
 BL2214
 BL2214.Superseded values are not recommended for survey control.
 BL2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2214.See file dsdata.txt to determine how the superseded data were derived.
 BL2214
 BL2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8154249159(NAD 83)
 BL2214_MARKER: DS = TRIANGULATION STATION DISK
 BL2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2214
 BL2214  HISTORY     - Date     Condition        Report By
 BL2214  HISTORY     - 1942     MONUMENTED       CGS
 BL2214  HISTORY     - 1952     GOOD             CGS
 BL2214  HISTORY     - 1968     GOOD             CGS
 BL2214  HISTORY     - 1969     GOOD             CGS
 BL2214
 BL2214                          STATION DESCRIPTION
 BL2214
 BL2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2214'STATION IS LOCATED ABOUT 11.75 MILES ESE OF CONROE AND NEAR THE
 BL2214'BEN MILAM LOOKOUT TOWER NO. 29.  IT IS 130 FEET SW OF THE CENTER
 BL2214'LINE OF A PAVED ROAD, 66.5 FEET E OF THE CENTER LINE OF A DIRT
 BL2214'ROAD, 24 FEET N OF A 10-INCH PINE TREE, 20 FEET E OF A 14-INCH
 BL2214'PINE TREE AND 85.4 FEET N OF THE CENTER OF THE BEN MILAM LOOKOUT
 BL2214'TOWER.  IT IS STAMPED DORA 1942 AND PROJECTS ABOUT 6 INCHES.
 BL2214'
 BL2214'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2214'BRONZE DISKS SET IN CONCRETE.
 BL2214'
 BL2214'REFERENCE MARK NO. 1 IS SE OF THE STATION, 33 FEET E OF THE NE
 BL2214'LEG OF THE LOOKOUT TOWER, AND 4 FEET W OF AN 8-INCH PINE TREE.
 BL2214'IT IS STAMPED DORA NO. 1 1942 AND PROJECTS ABOUT 6 INCHES.
 BL2214'
 BL2214'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 57 FEET W OF THE
 BL2214'SW LEG OF THE LOOKOUT TOWER, AND 25 FEET E OF THE CENTER LINE
 BL2214'OF A DIRT ROAD.  IT IS STAMPED DORA NO. 2 1942 AND PROJECTS
 BL2214'ABOUT 6 INCHES.
 BL2214'
 BL2214'THE AZIMUTH MARK IS E OF THE STATION, 47.5 FEET W OF THE CENTER
 BL2214'LINE OF THE PAVED ROAD, 20 FEET E OF A 16-INCH PINE TREE AND 2.5
 BL2214'FEET N OF A WHITE REFERENCE POST.  IT IS STAMPED DORA 1942 AND
 BL2214'PROJECTS ABOUT 4 INCHES.  TO REACH THE AZIMUTH MARK FROM THE
 BL2214'STATION CONTINUE E ON PAVED ROAD FOR 0.35 MILE TO THE MARK
 BL2214'ON THE LEFT AT A CURVE IN ROAD.
 BL2214'
 BL2214'TO REACH STATION FROM THE COURTHOUSE IN CONROE, GO E ON STATE
 BL2214'HIGHWAY 105 FOR 3.85 MILES TO A FORKS, TAKE RIGHT FORK AND GO 2.25
 BL2214'MILES TO A T-ROAD RIGHT, TURN RIGHT (S) AND GO 5.4 MILES TO
 BL2214'AN E-W PAVED ROAD, TURN LEFT (E) AND GO 2.65 MILES TO THE STATION
 BL2214'ON THE RIGHT NEAR THE LOOKOUT TOWER.
 BL2214'
 BL2214'A 123-FOOT SIGNAL AT PORTER IS VISIBLE AT 100 FEET.
 BL2214'
 BL2214'A 100-FOOT SIGNAL AT ASHE IS VISIBLE AT 100 FEET.
 BL2214'
 BL2214'A 90-FOOT SIGNAL AT SUN IS VISIBLE AT 90 FEET.
 BL2214'
 BL2214'A 90-FOOT SIGNAL AT HORCO IS VISIBLE AT 110 FEET.
 BL2214'
 BL2214'A 90-FOOT SIGNAL AT CONROE IS VISIBLE AT 100 FEET.
 BL2214'
 BL2214'A 90-FOOT SIGNAL AT WILLIS IS VISIBLE AT 100 FEET.
 BL2214'
 BL2214'A 100-FOOT SIGNAL AT FOSTER IS VISIBLE AT 90 FEET.
 BL2214'
 BL2214'A 90-FOOT SIGNAL AT FOSTORIA IS VISIBLE AT 100 FEET.
 BL2214
 BL2214                          STATION RECOVERY (1952)
 BL2214
 BL2214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2214'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 BL2214'AND THE AZIMUTH MARK WAS RECOVERED AND FOUND IN VERY GOOD
 BL2214'CONDITION.  A DIFFERENCE IN THE DIRECTION TO THE AZIMUTH MARK WAS
 BL2214'FOUND AND THE NAME OF THE LOOKOUT TOWER HAS BEEN CHANGED TO
 BL2214'SPLENDORA LOOKOUT TOWER.  A NEW AND COMPLETE DESCRIPTION
 BL2214'FOLLOWS--
 BL2214'
 BL2214'THE STATION IS LOCATED ABOUT 13 MILES EAST SOUTHEAST OF CONROE AND
 BL2214'NEAR THE SPLENDORA LOOKOUT TOWER.  IT IS 71 FEET NORTHWEST OF
 BL2214'THE NORTHWEST LEG OF THE LOOKOUT TOWER, 68 FEET EAST OF THE CENTER
 BL2214'OF A GRAVELED ROAD AND 25 FEET SOUTHWEST OF A PINE TREE WITH
 BL2214'A TRIANGLE BLAZE.  IT PROJECTS 4 INCHES AND IS STAMPED DORA 1942.
 BL2214'
 BL2214'REFERENCE MARK NO. 1 IS 37 FEET NORTHEAST OF THE NORTHEAST LEG
 BL2214'OF THE LOOKOUT TOWER AND 9 FEET NORTHWEST OF A PINE TREE WITH
 BL2214'A TRIANGLE BLAZE.  IT PROJECTS 4 INCHES AND IS STAMPED DORA NO
 BL2214'1 1942.
 BL2214'
 BL2214'REFERENCE MARK NO. 2 IS 62 FEET WEST OF THE SOUTHWEST LEG OF
 BL2214'THE LOOKOUT TOWER, 43 FEET SOUTH OF TELEPHONE POLE NUMBER T2012
 BL2214'AND 24 FEET EAST OF THE CENTER OF A GRAVELED ROAD.  IT PROJECTS
 BL2214'6 INCHES AND IS STAMPED DORA NO 2 1942.
 BL2214'
 BL2214'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 125.87 FEET.
 BL2214'
 BL2214'THE AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTER OF A MACADAM ROAD,
 BL2214'7 FEET NORTHWEST OF TELEPHONE POLE NUMBER T2032 AND 2.5 FEET WEST
 BL2214'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED DORA 1942.
 BL2214'
 BL2214'TO REACH THE STATION FROM THE POST OFFICE IN CONROE GO EAST ON
 BL2214'STATE HIGHWAY 105 FOR 2.3 MILES TO THE JUNCTION WITH FARM ROAD
 BL2214'1485 ON THE RIGHT, TURN RIGHT AND GO SOUTHEASTERLY FOR 7 MILES
 BL2214'TO A MACADAM ROAD LEFT, TURN LEFT AND FOLLOW MACADAM ROAD
 BL2214'EASTERLY FOR 3.7 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 BL2214'
 BL2214'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON MACADAM
 BL2214'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 BL2214
 BL2214                          STATION RECOVERY (1968)
 BL2214
 BL2214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL2214'THE STATION MARK, REFERENCE MARK 1 WERE RECOVERED AND IN GOOD
 BL2214'CONDITION.  REFERENCE MARK 2 HAS BEEN HIT AND LEANING, THE AZIMUTH
 BL2214'HAS BEEN HIT WITH A ROAD GRADER AND IS LEANING TO THE WEST.
 BL2214'THERE ARE NO INTERSECTION STATIONS VG.
 BL2214'
 BL2214'THE RECOVERY NOTE DESCRIPTION BY R.L.E. 1952 IS ADEQUATE, WITH
 BL2214'THE FOLLOWING EXCEPTION, THE MACADAM ROAD LEFT AT THE END OF THE
 BL2214'7 MILES IS FARM ROAD 2090.
 BL2214'
 BL2214'AIRLINE DISTANCE AND DIRECTIONS FROM NEAREST TOWN--10.5 MILES
 BL2214'SOUTHEAST OF CONROE, TEXAS
 BL2214
 BL2214                          STATION RECOVERY (1969)
 BL2214
 BL2214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BL2214'NO MEASUREMENT BETWEEN R.M.S, FENCE ON LINE.
 BL2214'
 BL2214'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 BL2214'CONDITION.  THE AZIMUTH MARK HAS BEEN HIT BY ROAD EQUIPMENT AND
 BL2214'WAS FOUND LEANING TO THE WEST.  IT WAS STRAIGHTENED UP AND
 BL2214'THOUGHT TO BE IN OR VERY NEAR ITS ORIGINAL POSITION.  REFERENCE
 BL2214'MARK 2 HAS BEEN HIT AND LEANING SLIGHTLY TO THE NORTH BUT SEEMS
 BL2214'SOLID AND WAS LEFT AS FOUND.  A NEW DESCRIPTION FOLLOWS.
 BL2214'
 BL2214'ABOUT 13 MILES SOUTHEAST OF CONROE, ON STATE OWNED PROPERTY
 BL2214'AND NEAR THE SPLENDORA LOOKOUT TOWER.  IT IS 133 FEET SOUTH OF
 BL2214'THE CENTERLINE OF FARM ROAD 2090, 60 FEET EAST OF THE CENTERLINE
 BL2214'OF A PAVED ROAD SOUTH, 70 FEET NORTHWEST OF THE NORTHWEST LEG
 BL2214'OF A LOOKOUT TOWER, 1 FOOT SOUTH OF A METAL WITNESS POST, 22
 BL2214'FEET NORTHEAST OF A 20 INCH PINE TREE AND 65 FEET NORTHEAST OF
 BL2214'A TELEPHONE POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 BL2214'IS STAMPED DORA 1942.
 BL2214'
 BL2214'TO REACH THE STATION FROM THE MONTGOMERY COUNTY COURTHOUSE IN
 BL2214'CONROE, GO EAST ON STATE HIGHWAY 105 FOR 3.7 MILES TO A SIDE ROAD
 BL2214'RIGHT (FARM ROAD 1485).  TURN RIGHT AND GO SOUTHERLY ON ROAD 1485
 BL2214'FOR 7.6 MILES TO THE JUNCTION OF FARM ROAD 2090.  TURN LEFT AND GO
 BL2214'EAST ON ROAD 2090 FOR 2.55 MILES TO THE STATION AND LOOKOUT
 BL2214'TOWER ON THE RIGHT.
 BL2214'
 BL2214'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON
 BL2214'THE HIGHWAY FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 BL2214'
 BL2214'REFERENCE MARK 1 IS 30 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BL2214'A FENCE AROUND THE LOOKOUT TOWER AND 8 FEET NORTHWEST OF A
 BL2214'24 INCH PINE TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 BL2214'IS STAMPED DORA NO 1 1942.
 BL2214'
 BL2214'REFERENCE MARK 2 IS 43 FEET WEST OF THE SOUTHWEST CORNER OF THE
 BL2214'FENCE, 42 FEET SOUTHWEST OF THE TELEPHONE POLE AND 21 FEET EAST
 BL2214'OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT PROJECTS
 BL2214'4 INCHES AND THE DISK IS STAMPED DORA NO 2 1942.
 BL2214'
 BL2214'THE AZIMUTH MARK IS 46 FEET SOUTH OF THE CENTERLINE OF THE
 BL2214'ROAD, 7 FEET NORTHWEST OF TELEPHONE POLE T2032, 1 FOOT NORTH
 BL2214'OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 BL2214'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED DORA 1942 1969.
 BL2214'
 BL2214'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BL2214'
 BL2214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 13 MILES
 BL2214'SOUTHEAST OF CONROE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1036 ***********************************************************************
 CS1036  DESIGNATION -  DORAN
 CS1036  PID         -  CS1036
 CS1036  STATE/COUNTY-  TX/DALLAS
 CS1036  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1036
 CS1036                         *CURRENT SURVEY CONTROL
 CS1036  ___________________________________________________________________
 CS1036* NAD 83(1993)-  32 51 50.86627(N)    096 43 26.39059(W)     ADJUSTED  
 CS1036* NAVD 88     -       167.785  (meters)     550.47   (feet)  ADJUSTED  
 CS1036  ___________________________________________________________________
 CS1036  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 CS1036  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CS1036  DYNAMIC HT  -         167.596 (meters)     549.85  (feet)  COMP
 CS1036  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 CS1036
 CS1036  HORZ ORDER  -  FIRST
 CS1036  VERT ORDER  -  FIRST     CLASS II
 CS1036
 CS1036.The horizontal coordinates were established by classical geodetic methods
 CS1036.and adjusted by the National Geodetic Survey in February 1996..
 CS1036
 CS1036.The orthometric height was determined by differential leveling
 CS1036.and adjusted by the National Geodetic Survey in June 1991..
 CS1036.WARNING-Repeat measurements at this control monument indicate possible
 CS1036.vertical movement.
 CS1036
 CS1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1036
 CS1036.The geoid height was determined by GEOID03.
 CS1036
 CS1036.The dynamic height is computed by dividing the NAVD 88
 CS1036.geopotential number by the normal gravity value computed on the
 CS1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1036.degrees latitude (g = 980.6199 gals.).
 CS1036
 CS1036.The modeled gravity was interpolated from observed gravity values.
 CS1036
 CS1036;                    North         East     Units Scale Factor Converg.
 CS1036;SPC TXNC     - 2,134,191.188   766,198.873   MT  0.99987795   +0 58 07.0
 CS1036;SPC TXNC     - 7,001,925.59  2,513,770.80   sFT  0.99987795   +0 58 07.0
 CS1036;UTM  14      - 3,638,520.549   712,963.167   MT  1.00015925   +1 14 07.9
 CS1036
 CS1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1036!SPC TXNC     -   0.99997777  x   0.99987795  =   0.99985572
 CS1036!UTM  14      -   0.99997777  x   1.00015925  =   1.00013702
 CS1036
 CS1036:                Primary Azimuth Mark                     Grid Az
 CS1036:SPC TXNC     -  GARLAND LUSCOMBE AIR CORP TK             042 11 58.7
 CS1036:UTM  14      -  GARLAND LUSCOMBE AIR CORP TK             041 55 57.8
 CS1036
 CS1036|---------------------------------------------------------------------|
 CS1036| PID    Reference Object                     Distance      Geod. Az  |
 CS1036|                                                           dddmmss.s |
 CS1036| CS2756 GARLAND LUSCOMBE AIR CORP TK        APPROX. 5.7 KM 0431005.7 |
 CS1036| CS2762 GARLAND CONTL MFG CO TANK           APPROX. 7.3 KM 0502655.0 |
 CS1036| CS1037 DORAN RM 1                           12.408 METERS 05826     |
 CS1036| CS1039 DORAN AZ MK                                        0883829.5 |
 CS1036| CS1038 DORAN RM 2                           12.348 METERS 14252     |
 CS1036| CS2752 RADIO STATION WRR E MAST 1947        38.131 METERS 15846     |
 CS1036| CS2751 RADIO STATION WRR W MAST 1947        70.820 METERS 21224     |
 CS1036| CS2865 DALLAS SMU PWR PLT WATER TK         APPROX. 5.9 KM 2472203.9 |
 CS1036| CS2855 UNIVERSITY PARK MUNICIPAL TANK      APPROX. 5.8 KM 2520647.3 |
 CS1036| CS2864 CARRUTH FARM WATER TANK             APPROX. 4.8 KM 2661848.8 |
 CS1036|---------------------------------------------------------------------|
 CS1036
 CS1036                          SUPERSEDED SURVEY CONTROL
 CS1036
 CS1036  NAD 83(1993)-  32 51 50.86520(N)    096 43 26.38764(W) AD(       ) 1
 CS1036  NAD 83(1986)-  32 51 50.87333(N)    096 43 26.37335(W) AD(       ) 1
 CS1036  NAD 27      -  32 51 50.42100(N)    096 43 25.38100(W) AD(       ) 1
 CS1036  NGVD 29 (??/??/92)  167.786  (m)          550.48   (f) ADJ UNCH    1 2
 CS1036
 CS1036.Superseded values are not recommended for survey control.
 CS1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1036.See file dsdata.txt to determine how the superseded data were derived.
 CS1036
 CS1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1296338521(NAD 83)
 CS1036_MARKER: DB = BENCH MARK DISK
 CS1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1036_SP_SET: CONCRETE POST
 CS1036_STAMPING: DORAN
 CS1036_MARK LOGO: TX1730
 CS1036_PROJECTION: FLUSH
 CS1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1036+STABILITY: SURFACE MOTION
 CS1036
 CS1036  HISTORY     - Date     Condition        Report By
 CS1036  HISTORY     - 1947     MONUMENTED       TX1730
 CS1036  HISTORY     - 1947     GOOD             NGS
 CS1036  HISTORY     - 1952     GOOD             CGS
 CS1036  HISTORY     - 1955     GOOD             CGS
 CS1036  HISTORY     - 1958     GOOD             CGS
 CS1036  HISTORY     - 1959     GOOD             CGS
 CS1036  HISTORY     - 1969     GOOD             LOCSUR
 CS1036  HISTORY     - 1984     GOOD             USPSQD
 CS1036  HISTORY     - 1984     GOOD             USPSQD
 CS1036  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CS1036  HISTORY     - 1986     GOOD             USPSQD
 CS1036  HISTORY     - 1986     GOOD             NGS
 CS1036  HISTORY     - 1987     GOOD             USPSQD
 CS1036  HISTORY     - 19991120 GOOD             USPSQD
 CS1036
 CS1036                          STATION DESCRIPTION
 CS1036
 CS1036'DESCRIBED BY CITY OF DALLAS TEXAS 1947 (FRG)
 CS1036'ABOUT 8 MILES NORTHEAST OF THE BUSINESS CENTER OF DALLAS, ON
 CS1036'DORAN HILL, NEAR THE NORTH END OF WHITE ROCK RESERVOIR.  IT
 CS1036'IS 125.10 FEET NORTHWEST OF THE EASTERLY OF TWO RADIO MAST,
 CS1036'NORTHEAST 232.35 FEET OF THE MOST WESTERLY OF MASTS AND ABOUT
 CS1036'74 FEET WEST OF A TRACK ROAD.  THE MARK IS AN IRREGULAR
 CS1036'CONCRETE MARK FLUSH WITH THE GROUND AND A BRONZE DISC OF
 CS1036'CITY OF DALLAS, DEPT. OF PUBLIC WORKS IS STAMPED DORAN ON
 CS1036'THE OUTER RIM OF THE MARK.
 CS1036'
 CS1036'REFERENCE MARK NO. 1 IS 40.71 FEET NORTHEAST OF STATION,
 CS1036'ABOUT 78 FEET WEST OF A TRACK ROAD AND IN THE SAME FIELD AS
 CS1036'STATION.  THE MARK IS FLUSH WITH THE GROUND AND THE DISC
 CS1036'IS STAMPED DORAN NO. 1 1947.
 CS1036'
 CS1036'REFERENCE MARK NO. 2 IS 40.51 FEET SOUTHWEST OF STATION,
 CS1036'ABOUT 47 FEET WEST OF TRACK ROAD AND IN THE SAME FIELD AS
 CS1036'STATION.  THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS
 CS1036'STAMPED DORAN NO. 2 1947.
 CS1036'
 CS1036'AZIMUTH MARK IS APPROX. 0.6 MILE EAST OF STATION, 52 FEET
 CS1036'NORTH OF CENTERLINE OF OF NORTHWEST HIGHWAY, 35 FEET NORTH
 CS1036'OF HIGHWAY CURVE SIGN.  IT IS .05 MILE EAST OF ROAD INTERSECTION
 CS1036'TO THE NORTH AND NEAR THE TOP OF GRADE.  THE MARK PROJECTS
 CS1036'6 INCHES AND THE DISK IS STAMPED DORAN 1947.
 CS1036'
 CS1036'STATION WAS REACHED FROM THE NORTH EDGE OF DALLAS AT THE
 CS1036'JUNCTION OF U.S. ROUTE 289 AND DALLAS ROUTE, LOOP 12 (NORTHWEST
 CS1036'HIGHWAY) BY GOING EASTERLY ON LOOP 12 FOR 5.3 MILES TO THE
 CS1036'JUNCTION OF LOOP 12 WITH STATE ROUTE 78 WHICH COMES IN FROM
 CS1036'THE SOUTH.  TURN LEFT, UP HILL INTO PARK AREA, FOR 0.15 MILE.
 CS1036'THEN BARE RIGHT ON TRACK ROAD AROUND THE MOST EASTERLY OF TWO
 CS1036'RADIO MASTS 0.15 MILE TO STATION SITE.
 CS1036'
 CS1036'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHERLY TO
 CS1036'JUNCTION OF STATE ROUTE 78 AND LOOP 12 OR NORTHWEST HIGHWAY.
 CS1036'THEN EASTERLY ON HIGHWAY 78 FOR 0.53 MILE AND AZIMUTH MARK
 CS1036'ON THE LEFT BANK OF THE ROAD CUT NEAR TOP OF GRADE.
 CS1036'
 CS1036'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS1036
 CS1036                          STATION RECOVERY (1947)
 CS1036
 CS1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS1036'IN DALLAS.
 CS1036'AT THE NORTHEAST CORNER OF DALLAS CITY LIMITS, ABOUT 190 YARDS NORTH
 CS1036'OF THE TRANSMITTER STATION FOR RADIO STATION WRR, 100.5 FEET
 CS1036'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A STEEL FENCE AROUND THE
 CS1036'NORTHEAST ANTENNA TOWER, 97.6 FEET WEST-NORTHWEST OF THE NORTHEAST
 CS1036'CORNER OF THE FENCE AND 4.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 CS1036'NORTHEAST TOWER.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS1036'ABOUT FLUSH WITH THE GROUND.
 CS1036
 CS1036                          STATION RECOVERY (1952)
 CS1036
 CS1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CS1036'RECOVERED AS DESCRIBED.
 CS1036'
 CS1036'DORAN R.M. 1 WAS RECOVERED AS DESCRIBED.
 CS1036'
 CS1036'DORAN R.M. 2 WAS RECOVERED AS DESCRIBED.
 CS1036'
 CS1036'DORAN AZIMUTH 1947 IS 2.2 MILES NORTHWEST ALONG BUCKNER
 CS1036'BOULEVARD FROM ITS INTERSECTION WITH GARLAND ROAD AT DALLAS,
 CS1036'THENCE 0.7 MILE EAST ALONG SPUR 244 (NORTHWEST HIGHWAY),
 CS1036'0.1 MILE EAST OF AN INTERSECTION WITH EASTERN ROAD, 0.1 MILE
 CS1036'EAST OF THE NORTH LOOP HAT SHOP, 52 FEET NORTH OF THE CENTER
 CS1036'LINE OF SPUR 244, 2 FEET EAST OF A WITNESS POST, 6 FEET ABOVE
 CS1036'THE LEVEL OF THE ROAD, AN AZIMUTH MARK DISK SET IN THE TOP
 CS1036'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 CS1036'STAMPED DORAN 1947.
 CS1036
 CS1036                          STATION RECOVERY (1955)
 CS1036
 CS1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CS1036'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CS1036'AS DESCRIBED.  THE AZIMUTH MARK HAS BEEN DESTROYED DURING
 CS1036'HIGHWAY CONSTRUCTION.
 CS1036
 CS1036                          STATION RECOVERY (1958)
 CS1036
 CS1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS1036'THIS STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 CS1036'CONDITION AS DESCRIBED.
 CS1036
 CS1036                          STATION RECOVERY (1959)
 CS1036
 CS1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS1036'STATION AND REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CS1036'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CS1036'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS1036
 CS1036                          STATION RECOVERY (1969)
 CS1036
 CS1036'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 CS1036'RECOVERED BY BUCE AND ASSOC
 CS1036'
 CS1036'DORAN (CDE)-GOOD
 CS1036'
 CS1036'REF 1-GOOD
 CS1036'
 CS1036'REF 2-GOOD
 CS1036'
 CS1036'AZ-GOOD
 CS1036
 CS1036                          STATION RECOVERY (1984)
 CS1036
 CS1036'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWT)
 CS1036'DORAN THIS MARK WAS FOUND IN GOOD CONDITION.  THE FENCE AROUND THE
 CS1036'NORTHEAST ANTENNA TOWER HAS BEEN REMOVED AND THE TOWER DISMANTLED.
 CS1036'
 CS1036'DORAN NO 1 1947 THIS MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 CS1036'
 CS1036'DORAN NO 2 1947 THIS MARK RECOVERED IN GOOD CONDITION.  IT IS 40
 CS1036'FEET SOUTHEAST OF DORAN TRIANGULATION STATION.
 CS1036'
 CS1036'DORAN 1947 THIS AZIMUTH MARK WAS LOST DURING HIGHWAY RECONSTRUNCTION.
 CS1036
 CS1036                          STATION RECOVERY (1984)
 CS1036
 CS1036'RECOVERY NOTE BY US POWER SQUADRON 1984 (GES)
 CS1036'DORAN FOUND GOOD.
 CS1036'
 CS1036'DORAN NO. 1 - 1947 FOUND GOOD.
 CS1036'
 CS1036'DORAN NO. 2 - 1947 FOUND GOOD.
 CS1036'ON THE VERTICAL CONTROL DATA SHOWS 40 FT SOUTH OF DORAN
 CS1036'TRIANGULATION AND SHOULD BE 40 FT SOUTHEAST.
 CS1036'ON THE HORIZONTAL CONTROL DATA SHOWS 40 FT SOUTHEAST AND SHOULD BE
 CS1036'40 FT SOUTHEAST OF STATION.
 CS1036
 CS1036                          STATION RECOVERY (1984)
 CS1036
 CS1036'RECOVERY NOTE BY US POWER SQUADRON 1984 (CES)
 CS1036'MARK NOT FOUND.
 CS1036
 CS1036                          STATION RECOVERY (1986)
 CS1036
 CS1036'RECOVERY NOTE BY US POWER SQUADRON 1986 (RWT)
 CS1036'RECOVERED IN GOOD CONDITION.
 CS1036
 CS1036                          STATION RECOVERY (1986)
 CS1036
 CS1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1036'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DALLAS,
 CS1036'AT THE INTERSECTION OF WHITEROCK TRAIL AND MOCKINGBIRD LANE, AT THE
 CS1036'NORTHEAST CORNER OF HILL PARK, 68.6 M (225.1 FT) SOUTHEAST OF THE
 CS1036'CENTER OF THE LANE, 60.4 M (198.2 FT) SOUTHWEST OF THE CENTER OF THE
 CS1036'TRAIL, 38.1 M (125.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A RADIO
 CS1036'TOWER, AND 23.1 M (75.8 FT) EAST OF A TRIPLE TRUNKED TREE.
 CS1036'THE MARK IS ABOVE LEVEL WITH THE TRAIL.
 CS1036
 CS1036                          STATION RECOVERY (1987)
 CS1036
 CS1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1036'RECOVERED IN GOOD CONDITION.
 CS1036
 CS1036                          STATION RECOVERY (1999)
 CS1036
 CS1036'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1039 ***********************************************************************
 CS1039  DESIGNATION -  DORAN AZ MK
 CS1039  PID         -  CS1039
 CS1039  STATE/COUNTY-  TX/DALLAS
 CS1039  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1039
 CS1039                         *CURRENT SURVEY CONTROL
 CS1039  ___________________________________________________________________
 CS1039* NAD 83(1986)-  32 51 51.     (N)    096 42 32.     (W)     SCALED    
 CS1039* NAVD 88     -       168.792  (meters)     553.78   (feet)  ADJUSTED  
 CS1039  ___________________________________________________________________
 CS1039  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CS1039  DYNAMIC HT  -         168.603 (meters)     553.16  (feet)  COMP
 CS1039  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 CS1039
 CS1039  VERT ORDER  -  FIRST     CLASS II
 CS1039
 CS1039.The horizontal coordinates were scaled from a topographic map and have
 CS1039.an estimated accuracy of +/- 6 seconds.
 CS1039
 CS1039.The orthometric height was determined by differential leveling
 CS1039.and adjusted by the National Geodetic Survey in June 1991..
 CS1039
 CS1039.The geoid height was determined by GEOID03.
 CS1039
 CS1039.The dynamic height is computed by dividing the NAVD 88
 CS1039.geopotential number by the normal gravity value computed on the
 CS1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1039.degrees latitude (g = 980.6199 gals.).
 CS1039
 CS1039.The modeled gravity was interpolated from observed gravity values.
 CS1039
 CS1039;                    North         East    Units  Estimated Accuracy
 CS1039;SPC TXNC     - 2,134,220.      767,610.      MT  (+/- 180 meters Scaled)
 CS1039
 CS1039                          SUPERSEDED SURVEY CONTROL
 CS1039
 CS1039  NGVD 29 (??/??/92)  168.794  (m)          553.78   (f) ADJ UNCH    1 2
 CS1039
 CS1039.Superseded values are not recommended for survey control.
 CS1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1039.See file dsdata.txt to determine how the superseded data were derived.
 CS1039
 CS1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB143385(NAD 83)
 CS1039_MARKER: DZ = AZIMUTH MARK DISK
 CS1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1039_STAMPING: DORAN 1947
 CS1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1039+STABILITY: SURFACE MOTION
 CS1039
 CS1039  HISTORY     - Date     Condition        Report By
 CS1039  HISTORY     - 1947     MONUMENTED       CGS
 CS1039  HISTORY     - 1952     GOOD             NGS
 CS1039  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1039  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CS1039  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1039
 CS1039                          STATION DESCRIPTION
 CS1039
 CS1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1039'2.9 MI NW FROM DALLAS.
 CS1039'2.2 MILES NORTHWEST ALONG BUCKNER BOULEVARD FROM ITS INTERSECTION WITH
 CS1039'GARLAND ROAD AT DALLAS, THENCE 0.7 MILE EAST ALONG SPUR 244 (NORTHWEST
 CS1039'HIGHWAY), 0.1 MILE EAST OF AN INTERSECTION WITH EASTERN ROAD, 0.1 MILE
 CS1039'EAST OF THE NORTH LOOP HAT SHOP, 52 FEET NORTH OF THE CENTER LINE OF
 CS1039'SPUR 244, 2 FEET EAST OF A WITNESS POST, 6 FEET ABOVE THE LEVEL OF THE
 CS1039'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CS1039'THE GROUND.
 CS1039
 CS1039                          STATION RECOVERY (1958)
 CS1039
 CS1039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1039'MARK NOT FOUND.
 CS1039
 CS1039                          STATION RECOVERY (1984)
 CS1039
 CS1039'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWT)
 CS1039'MARK NOT FOUND.
 CS1039
 CS1039                          STATION RECOVERY (1999)
 CS1039
 CS1039'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1037 ***********************************************************************
 CS1037  DESIGNATION -  DORAN RM 1
 CS1037  PID         -  CS1037
 CS1037  STATE/COUNTY-  TX/DALLAS
 CS1037  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1037
 CS1037                         *CURRENT SURVEY CONTROL
 CS1037  ___________________________________________________________________
 CS1037* NAD 83(1986)-  32 51 51.     (N)    096 43 25.     (W)     SCALED    
 CS1037* NAVD 88     -       167.963  (meters)     551.06   (feet)  ADJUSTED  
 CS1037  ___________________________________________________________________
 CS1037  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CS1037  DYNAMIC HT  -         167.775 (meters)     550.44  (feet)  COMP
 CS1037  MODELED GRAV-     979,512.9   (mgal)                       NAVD 88
 CS1037
 CS1037  VERT ORDER  -  FIRST     CLASS II
 CS1037
 CS1037.The horizontal coordinates were scaled from a topographic map and have
 CS1037.an estimated accuracy of +/- 6 seconds.
 CS1037
 CS1037.The orthometric height was determined by differential leveling
 CS1037.and adjusted by the National Geodetic Survey in June 1991..
 CS1037.WARNING-Repeat measurements at this control monument indicate possible
 CS1037.vertical movement.
 CS1037
 CS1037.The geoid height was determined by GEOID03.
 CS1037
 CS1037.The dynamic height is computed by dividing the NAVD 88
 CS1037.geopotential number by the normal gravity value computed on the
 CS1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1037.degrees latitude (g = 980.6199 gals.).
 CS1037
 CS1037.The modeled gravity was interpolated from observed gravity values.
 CS1037
 CS1037;                    North         East    Units  Estimated Accuracy
 CS1037;SPC TXNC     - 2,134,200.      766,240.      MT  (+/- 180 meters Scaled)
 CS1037
 CS1037                          SUPERSEDED SURVEY CONTROL
 CS1037
 CS1037  NGVD 29 (??/??/92)  167.965  (m)          551.07   (f) ADJ UNCH    1 2
 CS1037
 CS1037.Superseded values are not recommended for survey control.
 CS1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1037.See file dsdata.txt to determine how the superseded data were derived.
 CS1037
 CS1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB129385(NAD 83)
 CS1037_MARKER: DR = REFERENCE MARK DISK
 CS1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1037_STAMPING: DORAN NO 1 1947
 CS1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1037+STABILITY: SURFACE MOTION
 CS1037
 CS1037  HISTORY     - Date     Condition        Report By
 CS1037  HISTORY     - 1947     MONUMENTED       CGS
 CS1037  HISTORY     - 1984     GOOD             USPSQD
 CS1037  HISTORY     - 1984     GOOD             USPSQD
 CS1037  HISTORY     - 1986     GOOD             USPSQD
 CS1037  HISTORY     - 1987     GOOD             USPSQD
 CS1037  HISTORY     - 19991120 GOOD             USPSQD
 CS1037
 CS1037                          STATION DESCRIPTION
 CS1037
 CS1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1037'IN DALLAS.
 CS1037'ABOUT 7.2 MILES NORTHEAST OF THE DALLAS COUNTY COURTHOUSE, AT POINT
 CS1037'DORAN, NEAR THE RADIO TOWERS OF STATION WRR, 0.25 MILE NORTH OF LOOP
 CS1037'12, 130 FEET NORTHEAST OF THE EAST TOWER OF THE RADIO STATION, 39 FEET
 CS1037'EAST OF DORAN TRIANGULATION STATION.  A BRONZE DISK SET IN THE TOP OF
 CS1037'A CONCRETE POST.
 CS1037
 CS1037                          STATION RECOVERY (1984)
 CS1037
 CS1037'RECOVERY NOTE BY US POWER SQUADRON 1984 (CES)
 CS1037'RECOVERED IN GOOD CONDITION.
 CS1037
 CS1037                          STATION RECOVERY (1984)
 CS1037
 CS1037'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWT)
 CS1037'RECOVERED IN GOOD CONDITION.
 CS1037
 CS1037                          STATION RECOVERY (1986)
 CS1037
 CS1037'RECOVERY NOTE BY US POWER SQUADRON 1986 (RWT)
 CS1037'RECOVERED IN GOOD CONDITION.
 CS1037
 CS1037                          STATION RECOVERY (1987)
 CS1037
 CS1037'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1037'RECOVERED IN GOOD CONDITION.
 CS1037
 CS1037                          STATION RECOVERY (1999)
 CS1037
 CS1037'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1038 ***********************************************************************
 CS1038  DESIGNATION -  DORAN RM 2
 CS1038  PID         -  CS1038
 CS1038  STATE/COUNTY-  TX/DALLAS
 CS1038  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1038
 CS1038                         *CURRENT SURVEY CONTROL
 CS1038  ___________________________________________________________________
 CS1038* NAD 83(1986)-  32 51 50.     (N)    096 43 25.     (W)     SCALED    
 CS1038* NAVD 88     -       167.701  (meters)     550.20   (feet)  ADJUSTED  
 CS1038  ___________________________________________________________________
 CS1038  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CS1038  DYNAMIC HT  -         167.513 (meters)     549.58  (feet)  COMP
 CS1038  MODELED GRAV-     979,512.9   (mgal)                       NAVD 88
 CS1038
 CS1038  VERT ORDER  -  FIRST     CLASS II
 CS1038
 CS1038.The horizontal coordinates were scaled from a topographic map and have
 CS1038.an estimated accuracy of +/- 6 seconds.
 CS1038
 CS1038.The orthometric height was determined by differential leveling
 CS1038.and adjusted by the National Geodetic Survey in June 1991..
 CS1038
 CS1038.The geoid height was determined by GEOID03.
 CS1038
 CS1038.The dynamic height is computed by dividing the NAVD 88
 CS1038.geopotential number by the normal gravity value computed on the
 CS1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1038.degrees latitude (g = 980.6199 gals.).
 CS1038
 CS1038.The modeled gravity was interpolated from observed gravity values.
 CS1038
 CS1038;                    North         East    Units  Estimated Accuracy
 CS1038;SPC TXNC     - 2,134,170.      766,240.      MT  (+/- 180 meters Scaled)
 CS1038
 CS1038                          SUPERSEDED SURVEY CONTROL
 CS1038
 CS1038  NGVD 29 (??/??/92)  167.704  (m)          550.21   (f) ADJ UNCH    1 2
 CS1038
 CS1038.Superseded values are not recommended for survey control.
 CS1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1038.See file dsdata.txt to determine how the superseded data were derived.
 CS1038
 CS1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB130384(NAD 83)
 CS1038_MARKER: DR = REFERENCE MARK DISK
 CS1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1038_STAMPING: DORAN NO 2 1947
 CS1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1038+STABILITY: SURFACE MOTION
 CS1038
 CS1038  HISTORY     - Date     Condition        Report By
 CS1038  HISTORY     - 1947     MONUMENTED       CGS
 CS1038  HISTORY     - 1984     GOOD             USPSQD
 CS1038  HISTORY     - 1984     GOOD             USPSQD
 CS1038  HISTORY     - 1986     GOOD             USPSQD
 CS1038  HISTORY     - 1987     GOOD             USPSQD
 CS1038  HISTORY     - 19991120 GOOD             USPSQD
 CS1038
 CS1038                          STATION DESCRIPTION
 CS1038
 CS1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1038'IN DALLAS.
 CS1038'ABOUT 7.2 MILES NORTHEAST OF THE DALLAS COUNTY COURTHOUSE, AT POINT
 CS1038'DORAN, NEAR THE RADIO TOWERS OF STATION WRR, ABOUT 0.25 MILE NORTH OF
 CS1038'LOOP 12, 85 FEET NORTH OF THE EAST TOWER OF THE RADIO STATION, 40 FEET
 CS1038'SOUTH OF DORAN TRIANGULATION STATION.  A BRONZE DISK SET IN THE TOP OF
 CS1038'A CONCRETE POST.
 CS1038
 CS1038                          STATION RECOVERY (1984)
 CS1038
 CS1038'RECOVERY NOTE BY US POWER SQUADRON 1984 (CES)
 CS1038'RECOVERED IN GOOD CONDITION.
 CS1038
 CS1038                          STATION RECOVERY (1984)
 CS1038
 CS1038'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWT)
 CS1038'RECOVERED IN GOOD CONDITION.
 CS1038
 CS1038                          STATION RECOVERY (1986)
 CS1038
 CS1038'RECOVERY NOTE BY US POWER SQUADRON 1986 (RWT)
 CS1038'RECOVERED IN GOOD CONDITION.
 CS1038
 CS1038                          STATION RECOVERY (1987)
 CS1038
 CS1038'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1038'RECOVERED IN GOOD CONDITION.
 CS1038
 CS1038                          STATION RECOVERY (1999)
 CS1038
 CS1038'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2680 ***********************************************************************
 BY2680  DESIGNATION -  DORR
 BY2680  PID         -  BY2680
 BY2680  STATE/COUNTY-  TX/NACOGDOCHES
 BY2680  USGS QUAD   -  WODEN (1983)
 BY2680
 BY2680                         *CURRENT SURVEY CONTROL
 BY2680  ___________________________________________________________________
 BY2680* NAD 83(1993)-  31 30 54.68700(N)    094 34 36.72661(W)     ADJUSTED  
 BY2680* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BY2680  ___________________________________________________________________
 BY2680  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BY2680  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BY2680
 BY2680  HORZ ORDER  -  SECOND
 BY2680
 BY2680.The horizontal coordinates were established by classical geodetic methods
 BY2680.and adjusted by the National Geodetic Survey in February 1996..
 BY2680
 BY2680.The orthometric height was scaled from a topographic map.
 BY2680
 BY2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2680
 BY2680.The geoid height was determined by GEOID03.
 BY2680
 BY2680;                    North         East     Units Scale Factor Converg.
 BY2680;SPC TX C     - 3,219,065.066 1,246,502.358   MT  0.99992182   +2 57 53.7
 BY2680;SPC TX C     -10,561,215.97  4,089,566.49   sFT  0.99992182   +2 57 53.7
 BY2680;UTM  15      - 3,487,777.501   350,269.331   MT  0.99987652   -0 49 27.9
 BY2680
 BY2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2680!SPC TX C     -   0.99998639  x   0.99992182  =   0.99990821
 BY2680!UTM  15      -   0.99998639  x   0.99987652  =   0.99986291
 BY2680
 BY2680:                Primary Azimuth Mark                     Grid Az
 BY2680:SPC TX C     -  DORR AZ MK                               024 35 47.1
 BY2680:UTM  15      -  DORR AZ MK                               028 23 08.7
 BY2680
 BY2680|---------------------------------------------------------------------|
 BY2680| PID    Reference Object                     Distance      Geod. Az  |
 BY2680|                                                           dddmmss.s |
 BY2680| CV7529 DORR AZ MK                                         0273340.8 |
 BY2680| CV7530 DORR RM 1                            21.208 METERS 03528     |
 BY2680| CV7531 DORR RM 2                            23.106 METERS 21137     |
 BY2680| BY2684 NACOGDOCHES RAD STA KOSF MAST       APPROX.11.4 KM 3112531.8 |
 BY2680|---------------------------------------------------------------------|
 BY2680
 BY2680                          SUPERSEDED SURVEY CONTROL
 BY2680
 BY2680  NAD 83(1986)-  31 30 54.69925(N)    094 34 36.71287(W) AD(       ) 2
 BY2680  NAD 27      -  31 30 54.04500(N)    094 34 35.96500(W) AD(       ) 2
 BY2680
 BY2680.Superseded values are not recommended for survey control.
 BY2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2680.See file dsdata.txt to determine how the superseded data were derived.
 BY2680
 BY2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ5026987778(NAD 83)
 BY2680_MARKER: DS = TRIANGULATION STATION DISK
 BY2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BY2680
 BY2680  HISTORY     - Date     Condition        Report By
 BY2680  HISTORY     - 1949     MONUMENTED       CGS
 BY2680
 BY2680                          STATION DESCRIPTION
 BY2680
 BY2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2680'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF NACOGDOCHES AND
 BY2680'4 MILES SOUTH OF STATE HIGHWAY 21 ON A RIDGE ABOUT MIDWAY
 BY2680'BETWEEN CARRIZO AND DORR BAYOUS.  IT IS IN A CLEARING IN TIMBER
 BY2680'LAND AND 4.5 FEET WEST OF A WITNESS POST.  IT IS STAMPED DORR
 BY2680'1949 AND PROJECTS 3 INCHES.
 BY2680'
 BY2680'REFERENCE MARK NO. 1 IS STAMPED DORR NO 1 1949 AND PROJECTS 3
 BY2680'INCHES.
 BY2680'
 BY2680'REFERENCE MARK NO. 2 IS STAMPED DORR NO 2 1949 REF. MARK AND
 BY2680'PROJECTS 4 INCHES.
 BY2680'
 BY2680'AZIMUTH MARK IS IN A Y-INTERSECTION FORMED BY THE MAIN TRAVELED
 BY2680'DIRT ROAD AND AN OLD LOGGING ROAD RUNNING NORTHEAST.  IT IS
 BY2680'17.5 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 2
 BY2680'FEET WEST OF A WITNESS POST.  IT IS STAMPED DORR 1949 AND
 BY2680'PROJECTS 4 INCHES.
 BY2680'
 BY2680'TO REACH FROM THE POST OFFICE IN NACOGDOCHES, GO EASTERLY ON
 BY2680'STATE HIGHWAY 21 FOR 4.6 MILES TO A SIDE ROAD RIGHT, TURN
 BY2680'RIGHT AND FOLLOW MAIN TRAVELED DIRT ROAD SOUTHEASTERLY FOR
 BY2680'3.05 MILES TO A T-ROAD ON THE EAST SIDE OF RAILROAD TRACKS, TURN
 BY2680'LEFT, SOUTH, ON T-ROAD FOR 0.25 MILE TO A Y-INTERSECTION,
 BY2680'TURN RIGHT, CROSSING RAILROAD TRACKS THEN LEFT, SOUTH, ON THE
 BY2680'WEST SIDE OF THE RAILROAD FOR 0.3 MILE TO A FORK, TAKE LEFT
 BY2680'FORK MAIN TRAVELED ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON
 BY2680'THE LEFT.  CONTINUE SOUTH FOR 0.2 MILE TO A FORK, TAKE RIGHT
 BY2680'FORK FOR 0.05 MILE TO A TRACK ROAD LEADING INTO THE WOODS ON
 BY2680'THE RIGHT, TURN RIGHT FOR 0.05 MILE TO ANOTHER DIM TRACK
 BY2680'ROAD LEADING RIGHT, TURN RIGHT FOR 0.05 MILE TO A CLEARING IN
 BY2680'THE TIMBER AND THE STATION.
 BY2680'
 BY2680'A 113 FOOT SIGNAL AT BAKER IS VISIBLE AT 30 FEET.
 BY2680'
 BY2680'A 100 FOOT SIGNAL AT CHIRENO IS VISIBLE AT 50 FEET.
 BY2680'
 BY2680'A 74 FOOT SIGNAL AT BERRY IS VISIBLE AT 50 FEET.
 BY2680'
 BY2680'AN 87 FOOT SIGNAL AT VIOLET IS VISIBLE AT 50 FEET.
 BY2680'
 BY2680'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6637 ***********************************************************************
 AW6637  DESIGNATION -  DOSS
 AW6637  PID         -  AW6637
 AW6637  STATE/COUNTY-  TX/HARRIS
 AW6637  USGS QUAD   -  HUMBLE (1995)
 AW6637
 AW6637                         *CURRENT SURVEY CONTROL
 AW6637  ___________________________________________________________________
 AW6637* NAD 83(1993)-  29 55 04.86343(N)    095 18 28.77997(W)     ADJUSTED  
 AW6637* NAVD 88     -        19.20   (+/-2cm)      63.0    (feet)  VERTCON   
 AW6637  ___________________________________________________________________
 AW6637  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW6637  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW6637
 AW6637  HORZ ORDER  -  FIRST
 AW6637  VERT ORDER  -  THIRD ? (See Below)
 AW6637
 AW6637.The horizontal coordinates were established by classical geodetic methods
 AW6637.and adjusted by the National Geodetic Survey in February 1996..
 AW6637
 AW6637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6637.The vertical order pertains to the NGVD 29 superseded value.
 AW6637
 AW6637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6637
 AW6637.The geoid height was determined by GEOID03.
 AW6637
 AW6637;                    North         East     Units Scale Factor Converg.
 AW6637;SPC TXSC     - 4,236,668.355   956,430.764   MT  0.99991488   +1 48 31.5
 AW6637;SPC TXSC     -13,899,802.76  3,137,889.93   sFT  0.99991488   +1 48 31.5
 AW6637;UTM  15      - 3,311,940.153   277,186.037   MT  1.00021257   -1 09 05.8
 AW6637
 AW6637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6637!SPC TXSC     -   1.00000130  x   0.99991488  =   0.99991618
 AW6637!UTM  15      -   1.00000130  x   1.00021257  =   1.00021387
 AW6637
 AW6637:                Primary Azimuth Mark                     Grid Az
 AW6637:SPC TXSC     -  DOSS AZ MK                               043 30 49.0
 AW6637:UTM  15      -  DOSS AZ MK                               046 28 26.3
 AW6637
 AW6637|---------------------------------------------------------------------|
 AW6637| PID    Reference Object                     Distance      Geod. Az  |
 AW6637|                                                           dddmmss.s |
 AW6637| CV7105 DOSS AZ MK                                         0451920.5 |
 AW6637| CV7106 DOSS RM 1                            25.382 METERS 06302     |
 AW6637| CV7107 DOSS RM 2                            25.641 METERS 18510     |
 AW6637|---------------------------------------------------------------------|
 AW6637
 AW6637                          SUPERSEDED SURVEY CONTROL
 AW6637
 AW6637  NAD 83(1986)-  29 55 04.87837(N)    095 18 28.76159(W) AD(       ) 1
 AW6637  NAD 27      -  29 55 04.07645(N)    095 18 27.99432(W) AD(       ) 1
 AW6637  NGVD 29 (07/19/86)   19.20   (m)           63.0    (f) LEVELING    3  
 AW6637
 AW6637.Superseded values are not recommended for survey control.
 AW6637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6637.See file dsdata.txt to determine how the superseded data were derived.
 AW6637
 AW6637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7718611940(NAD 83)
 AW6637_MARKER: DS = TRIANGULATION STATION DISK
 AW6637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6637
 AW6637  HISTORY     - Date     Condition        Report By
 AW6637  HISTORY     - 1968     MONUMENTED       CGS
 AW6637  HISTORY     - 1972     POOR             LOCENG
 AW6637  HISTORY     - 1983     POOR             LOCSUR
 AW6637
 AW6637                          STATION DESCRIPTION
 AW6637
 AW6637'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6637'THE STATION IS LOCATED ON THE WESTERN RIGHT-OF-WAY ALONG U.S.
 AW6637'HIGHWAY 59, ABOUT 6 MILES SOUTH-SOUTHWEST OF HUMBLE AND 4-1/2 MILES
 AW6637'SOUTHEAST OF THE HOUSTON INTERCONTINENTAL AIRPORT (NOW UNDER
 AW6637'CONSTRUCTION).
 AW6637'
 AW6637'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 525 AND U.S.
 AW6637'HIGHWAY 59 WHICH IS ABOUT 5-1/2 MILES SOUTH OF HUMBLE, GO IN A
 AW6637'SOUTHERLY DIRECTION ON THE WESTERN ACCESS ROAD ALONG U.S. HIGHWAY
 AW6637'59 FOR 0.3 MILE THENCE BEAR LEFT ONTO U.S. HIGHWAY 59 AND CONTINUE
 AW6637'IN A SOUTHERLY DIRECTION FOR 0.2 MILE TO THE STATION ON THE RIGHT
 AW6637'JUST AFTER CROSSING A CONCRETE BRIDGE.
 AW6637'
 AW6637'THE STATION MARK IS A STANDARD DISK STAMPED DOSS 1968, SET IN THE
 AW6637'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6637'THE GROUND.  IT IS 157 FEET WEST OF THE WEST EDGE OF THE SOUTH
 AW6637'BOUND TRAFFIC LANE OF HIGHWAY, 66 FEET WEST-SOUTHWEST OF A
 AW6637'TELEPHONE POLE, 47 FEET SOUTH-SOUTHEAST OF THE EAST EDGE OF A
 AW6637'CONCRETE CULVERT ABUTMENT AND 21 FEET EAST OF THE EAST EDGE
 AW6637'OF A DRAINAGE DITCH.
 AW6637'
 AW6637'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DOSS NO 1 1968, SET
 AW6637'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW6637'FLUSH WITH THE GROUND.  IT IS 147 FEET WEST-SOUTHWEST OF THE
 AW6637'SOUTHWEST CORNER OF CONCRETE BRIDGE, 113 FEET WEST OF THE WEST
 AW6637'EDGE OF THE SOUTH BOUND TRAFFIC LANE OF HIGHWAY AND 34 FEET NORTH
 AW6637'OF THE TELEPHONE POLE.
 AW6637'
 AW6637'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DOSS NO 2 1968, SET
 AW6637'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW6637'FLUSH WITH GROUND.  IT IS 120 FEET WEST OF THE WEST EDGE OF THE
 AW6637'SOUTH BOUND TRAFFIC LANE OF HIGHWAY, 76 FEET SOUTHWEST OF A
 AW6637'20-INCH LONE TREE AND 15 FEET EAST OF THE EAST EDGE OF THE
 AW6637'DRAINAGE DITCH.
 AW6637'
 AW6637'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOSS 1968, SET IN THE
 AW6637'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6637'THE GROUND.  IT IS 38 FEET WEST OF THE WEST CORNER OF A BUILDING
 AW6637'WITH NUMBER 14012 (ALS SMALL MOTOR SERVICE), 23 FEET SOUTHEAST OF
 AW6637'THE CENTER OF OLD HUMBLE ROAD AND 10 FEET NORTHWEST OF POWER
 AW6637'LINE POLE NO. 5/23.
 AW6637'
 AW6637'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF FARM ROAD 525 AND
 AW6637'U.S. HIGHWAY 59 (UNDER THE OVERPASS), GO IN AN EASTERLY DIRECTION
 AW6637'ON FARM ROAD 525 FOR 0.1 MILE TO A CROSSROAD, HOMESTEAD AND OLD
 AW6637'HUMBLE ROAD.  TURN LEFT ON OLD HUMBLE ROAD AND GO 0.05 MILE TO THE
 AW6637'AZIMUTH MARK ON THE RIGHT.
 AW6637'
 AW6637'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 AW6637
 AW6637                          STATION RECOVERY (1972)
 AW6637
 AW6637'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (RA)
 AW6637'CAP DISK WAS MISSING.
 AW6637'
 AW6637'REF MONUMENTS ARE OK.
 AW6637'
 AW6637'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILE SOUTH-SOUTHWEST
 AW6637'OF HUMBLE.
 AW6637
 AW6637                          STATION RECOVERY (1983)
 AW6637
 AW6637'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AW6637'STATION FOUND WITH CAP MISSING METAL SHAFT IN CONCRETE PILLAR
 AW6637'ACCEPTED AS GOOD, AZIMUTH MARK NOT FOUND PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0760 ***********************************************************************
 AO0760  DESIGNATION -  DOUBLE
 AO0760  PID         -  AO0760
 AO0760  STATE/COUNTY-  TX/DIMMIT
 AO0760  USGS QUAD   -  BRUNDAGE (1972)
 AO0760
 AO0760                         *CURRENT SURVEY CONTROL
 AO0760  ___________________________________________________________________
 AO0760* NAD 83(1993)-  28 33 49.38222(N)    099 44 06.77041(W)     ADJUSTED  
 AO0760* NAVD 88     -       196.7    (meters)     645.     (feet)  VERTCON   
 AO0760  ___________________________________________________________________
 AO0760  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AO0760  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AO0760
 AO0760  HORZ ORDER  -  FIRST
 AO0760
 AO0760.The horizontal coordinates were established by classical geodetic methods
 AO0760.and adjusted by the National Geodetic Survey in February 1996..
 AO0760
 AO0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0760
 AO0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0760
 AO0760.The geoid height was determined by GEOID03.
 AO0760
 AO0760;                    North         East     Units Scale Factor Converg.
 AO0760;SPC TXSC     - 4,081,174.452   528,066.653   MT  0.99995311   -0 21 36.7
 AO0760;SPC TXSC     -13,389,653.18  1,732,498.68   sFT  0.99995311   -0 21 36.7
 AO0760;UTM  14      - 3,159,871.399   428,090.502   MT  0.99966381   -0 21 05.6
 AO0760
 AO0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0760!SPC TXSC     -   0.99997285  x   0.99995311  =   0.99992596
 AO0760!UTM  14      -   0.99997285  x   0.99966381  =   0.99963666
 AO0760
 AO0760:                Primary Azimuth Mark                     Grid Az
 AO0760:SPC TXSC     -  BIG WELLS MUN TANK                       085 38 32.7
 AO0760:UTM  14      -  BIG WELLS MUN TANK                       085 38 01.6
 AO0760
 AO0760|---------------------------------------------------------------------|
 AO0760| PID    Reference Object                     Distance      Geod. Az  |
 AO0760|                                                           dddmmss.s |
 AO0760| AO0757 BIG WELLS MUN TANK                  APPROX.16.1 KM 0851656.0 |
 AO0760| CV3869 DOUBLE AZ MK                                       1245949.7 |
 AO0760| CV3870 DOUBLE RM 1                           9.857 METERS 14634     |
 AO0760| CV3871 DOUBLE RM 2                          10.074 METERS 23413     |
 AO0760| AO0771 CARRIZO SPRINGS RAD STA KBEN        APPROX.13.1 KM 2482604.9 |
 AO0760| AO0772 CARRIZO SPRINGS BAP CH SPIRE        APPROX.13.2 KM 2500159.3 |
 AO0760| AO0773 CARRIZO SPRINGS MUN TANK            APPROX.13.2 KM 2512407.3 |
 AO0760| AO0774 CARRIZO SPRINGS SE RAD MAST         APPROX.14.7 KM 2553554.5 |
 AO0760| AO0767 CRYSTAL CITY CABLE VISION MAST      APPROX.12.8 KM 3033912.0 |
 AO0760| AO0765 CRYSTAL CITY MUN TANK               APPROX.16.5 KM 3253545.0 |
 AO0760|---------------------------------------------------------------------|
 AO0760
 AO0760                          SUPERSEDED SURVEY CONTROL
 AO0760
 AO0760  NAD 83(1986)-  28 33 49.37935(N)    099 44 06.74812(W) AD(       ) 1
 AO0760  NAD 27      -  28 33 48.44042(N)    099 44 05.56223(W) AD(       ) 1
 AO0760  NGVD 29 (07/19/86)  196.6    (m)          645.     (f) VERT ANG       
 AO0760
 AO0760.Superseded values are not recommended for survey control.
 AO0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0760.See file dsdata.txt to determine how the superseded data were derived.
 AO0760
 AO0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS2809159871(NAD 83)
 AO0760_MARKER: DS = TRIANGULATION STATION DISK
 AO0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0760
 AO0760  HISTORY     - Date     Condition        Report By
 AO0760  HISTORY     - 1971     MONUMENTED       NGS
 AO0760  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 AO0760
 AO0760                          STATION DESCRIPTION
 AO0760
 AO0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0760'THE STATION IS ABOUT 10 MILES WEST AND 1 MILE SOUTH OF BIG WELLS, 7
 AO0760'1/2 MILES EAST AND 3 MILES NORTH OF CARRIZO SPRINGS, 1 MILE NORTH OF
 AO0760'STATE HIGHWAY 85 AND ON PROPERTY OWNED BY REYNOLDS-WILSON FARMS,
 AO0760'POST OFFICE BOX 392, CARRIZO SPRINGS, TEXAS, TELEPHONE NUMBER
 AO0760'876-5345.
 AO0760'
 AO0760'TO REACH THE STATION FROM THE POST OFFICE IN BIG WELLS, GO WEST ON
 AO0760'STATE HIGHWAY 85 FOR 5.9 MILES TO THE JUNCTION WITH FARM ROAD 65 IN
 AO0760'THE SMALL COMMUNITY OF BRUNDAGE.  CONTINUE WEST AND WEST-SOUTHWEST
 AO0760'ON HIGHWAY 85 FOR 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 AO0760'CONTINUE WEST-SOUTHWEST ON HIGHWAY 85 FOR 1.25 MILES TO A SIDE
 AO0760'ROAD RIGHT AND A SIGN INDIAN MOUND OIL FIELD.  CONTINUE
 AO0760'WEST-SOUTHWEST ON HIGHWAY 85 FOR 0.6 MILE TO A SIDE ROAD RIGHT AND
 AO0760'THE ENTRANCE TO RANCHO PAISANO.  TURN RIGHT AND GO NORTH ON GRAVELED
 AO0760'ROAD FOR 1.2 MILES TO A T-ROAD JUNCTION.  TURN RIGHT AND GO EAST
 AO0760'ON GRAVELED ROAD FOR 0.8 MILE TO A FEED LOT ON THE RIGHT.  CONTINUE
 AO0760'EAST ON GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT, JUST BEFORE
 AO0760'REACHING A CATTLE GUARD.  TURN RIGHT AND GO SOUTH, ALONG THE EAST
 AO0760'SIDE OF THE FEED LOT FOR 0.3 MILE TO A T-ROAD JUNCTION AT THE
 AO0760'SOUTHEAST CORNER OF THE FEED LOT.  TURN LEFT AND GO EAST AND
 AO0760'SOUTHEAST ON TRACK ROAD FOR 0.3 MILE TO A GATE.  PASS THROUGH GATE
 AO0760'AND CONTINUE SOUTHEAST ON TRACK ROAD FOR 0.3 MILE TO THE STATION
 AO0760'ON THE LEFT.
 AO0760'
 AO0760'STATION MARKS ARE STANDARD DISKS, STAMPED DOUBLE 1971.  THE SURFACE
 AO0760'DISK IS SET IN THE TOP OF AN 18-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0760'THAT IS FLUSH WITH THE GROUND.  IT IS 16.4 FEET NORTHEAST OF THE
 AO0760'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING AND 15.9 FEET NORTH
 AO0760'OF THE NORTHEAST CORNER OF THE BUILDING.  THE UNDERGROUND MARK IS
 AO0760'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 AO0760'SURFACE.
 AO0760'
 AO0760'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOUBLE NO 1 1971, SET
 AO0760'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0760'4 INCHES ABOVE THE GROUND.  IT IS 19.6 FEET EAST-SOUTHEAST OF THE
 AO0760'NORTHEAST CORNER OF THE BUILDING, 19.4 FEET EAST-NORTHEAST OF THE
 AO0760'SOUTHEAST CORNER OF THE BUILDING AND ABOUT THE SAME ELEVATION AS
 AO0760'THE STATION.
 AO0760'
 AO0760'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOUBLE NO 2 1971, SET
 AO0760'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0760'4 INCHES ABOVE THE GROUND.  IT IS 19.0 FEET WEST-SOUTHWEST OF THE
 AO0760'NORTHWEST CORNER OF THE BUILDING, 17.9 FEET WEST-NORTHWEST OF THE
 AO0760'SOUTHWEST CORNER OF THE BUILDING AND ABOUT THE SAME ELEVATION AS
 AO0760'THE STATION.
 AO0760'
 AO0760'AZIMUTH MARK IS A STANDARD DISK, STAMPED DOUBLE 1971, SET IN THE TOP
 AO0760'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5 INCHES
 AO0760'ABOVE THE GROUND.  IT IS 59.0 FEET SOUTH OF THE CENTER OF STATE
 AO0760'HIGH- WAY 85, 2.0 FEET EAST-NORTHEAST OF A WITNESS POST AND 1.2 FEET
 AO0760'NORTH OF A FENCE.
 AO0760'
 AO0760'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
 AO0760
 AO0760                          STATION RECOVERY (1985)
 AO0760
 AO0760'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (EFB)
 AO0760'DOUBLE FOUND DESTROYED - OWNER BULLDOZED AREA.
 AO0760'
 AO0760'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI EAST OF COAIZZO
 AO0760'SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1036 ***********************************************************************
 CT1036  DESIGNATION -  DOUBLE
 CT1036  PID         -  CT1036
 CT1036  STATE/COUNTY-  TX/STEPHENS
 CT1036  USGS QUAD   -  HARPERSVILLE (1982)
 CT1036
 CT1036                         *CURRENT SURVEY CONTROL
 CT1036  ___________________________________________________________________
 CT1036* NAD 83(1993)-  32 35 14.99529(N)    098 55 07.02063(W)     ADJUSTED  
 CT1036* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 CT1036  ___________________________________________________________________
 CT1036  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CT1036  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CT1036
 CT1036  HORZ ORDER  -  THIRD
 CT1036
 CT1036.The horizontal coordinates were established by classical geodetic methods
 CT1036.and adjusted by the National Geodetic Survey in February 1996..
 CT1036
 CT1036.The orthometric height was scaled from a topographic map.
 CT1036
 CT1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1036
 CT1036.The geoid height was determined by GEOID03.
 CT1036
 CT1036;                    North         East     Units Scale Factor Converg.
 CT1036;SPC TXNC     - 2,102,189.743   560,701.712   MT  0.99990522   -0 13 41.9
 CT1036;SPC TXNC     - 6,896,934.18  1,839,568.87   sFT  0.99990522   -0 13 41.9
 CT1036;UTM  14      - 3,605,561.441   507,637.656   MT  0.99960072   +0 02 37.8
 CT1036
 CT1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1036!SPC TXNC     -   0.99993011  x   0.99990522  =   0.99983534
 CT1036!UTM  14      -   0.99993011  x   0.99960072  =   0.99953086
 CT1036
 CT1036:                Primary Azimuth Mark                     Grid Az
 CT1036:SPC TXNC     -  HIGHWAY                                  008 36 37.1
 CT1036:UTM  14      -  HIGHWAY                                  008 20 17.4
 CT1036
 CT1036|---------------------------------------------------------------------|
 CT1036| PID    Reference Object                     Distance      Geod. Az  |
 CT1036|                                                           dddmmss.s |
 CT1036| CT1037 HIGHWAY                             APPROX.10.6 KM 0082255.2 |
 CT1036|---------------------------------------------------------------------|
 CT1036
 CT1036                          SUPERSEDED SURVEY CONTROL
 CT1036
 CT1036  NAD 83(1986)-  32 35 15.00723(N)    098 55 07.03284(W) AD(       ) 3
 CT1036  NAD 27      -  32 35 14.54727(N)    098 55 05.80603(W) AD(       ) 3
 CT1036
 CT1036.Superseded values are not recommended for survey control.
 CT1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1036.See file dsdata.txt to determine how the superseded data were derived.
 CT1036
 CT1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB0763805561(NAD 83)
 CT1036_MARKER: DD = SURVEY DISK
 CT1036_SETTING: 80 = SET IN A BOULDER
 CT1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1036+STABILITY: SURFACE MOTION
 CT1036
 CT1036  HISTORY     - Date     Condition        Report By
 CT1036  HISTORY     - 1960     MONUMENTED       USGS
 CT1036
 CT1036                          STATION DESCRIPTION
 CT1036
 CT1036'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CT1036'STATION LIES ABOUT 11.0 MI. S. OF BRECKENRIDGE, TEXAS, 0.2 MI. SE. OF
 CT1036'STOCK TANK, ABOUT 200 FT. W. OF NE. POINT OF EASTERLY OF TWO TOPS
 CT1036'KNOWN AS DOUBLE MOUNTAIN, ABOUT 7 FT. LOWER THAN HIGHEST POINT OF
 CT1036'MOUNTAIN.
 CT1036'
 CT1036'TO REACH FROM POST OFFICE IN BRECKENRIDGE, PROCEED S. ALONG U.S.
 CT1036'HIGHWAY 183 FOR 10.4 MI. TO TEXAS FARM ROAD 1032, THENCE W. ALONG
 CT1036'STATE FARM ROAD 1032 FOR 1.6 MI. TO FARM HOUSE AND PRIVATE RD. S.,
 CT1036'GO S. ALONG PRIVATE RD. 0.7 MI. TO GATE IN E-W. FENCE, CONTINUE
 CT1036'S. THRU GATE 0.1 MI. TO RD. FORK, TURN E. AND THROUGH N-S. FENCE
 CT1036'LINE TO RD. FORK AND STOCK TANK, PROCEED ON FOOT AROUND STOCK TANK
 CT1036'0.2 MI. TO TOP OF MOUNTAIN AND STATION.
 CT1036'
 CT1036'STATION MARK--STANDARD TABLET CEMENTED IN BOULDER PROJECTING 2 FT.
 CT1036'ABOVE GROUND, STAMPED ---DOUBLE 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6075 ***********************************************************************
 AW6075  DESIGNATION -  DOUBLE BAYOU USE 1900
 AW6075  PID         -  AW6075
 AW6075  STATE/COUNTY-  TX/CHAMBERS
 AW6075  USGS QUAD   -  OAK ISLAND (1994)
 AW6075
 AW6075                         *CURRENT SURVEY CONTROL
 AW6075  ___________________________________________________________________
 AW6075* NAD 83(1993)-  29 40 51.78351(N)    094 41 47.44595(W)     ADJUSTED  
 AW6075* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6075  ___________________________________________________________________
 AW6075  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW6075  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6075
 AW6075  HORZ ORDER  -  SECOND
 AW6075
 AW6075.The horizontal coordinates were established by classical geodetic methods
 AW6075.and adjusted by the National Geodetic Survey in February 1996..
 AW6075
 AW6075.The orthometric height was scaled from a topographic map.
 AW6075
 AW6075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6075
 AW6075.The geoid height was determined by GEOID03.
 AW6075
 AW6075;                    North         East     Units Scale Factor Converg.
 AW6075;SPC TXSC     - 4,212,439.191 1,016,405.462   MT  0.99988143   +2 06 30.0
 AW6075;SPC TXSC     -13,820,310.91  3,334,656.92   sFT  0.99988143   +2 06 30.0
 AW6075;UTM  15      - 3,284,647.726   335,842.257   MT  0.99993250   -0 50 24.9
 AW6075
 AW6075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6075!SPC TXSC     -   1.00000396  x   0.99988143  =   0.99988539
 AW6075!UTM  15      -   1.00000396  x   0.99993250  =   0.99993646
 AW6075
 AW6075                          SUPERSEDED SURVEY CONTROL
 AW6075
 AW6075  NAD 83(1986)-  29 40 51.80058(N)    094 41 47.42714(W) AD(       ) 2
 AW6075  NAD 27      -  29 40 50.99179(N)    094 41 46.72294(W) AD(       ) 2
 AW6075
 AW6075.Superseded values are not recommended for survey control.
 AW6075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6075.See file dsdata.txt to determine how the superseded data were derived.
 AW6075
 AW6075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3584284648(NAD 83)
 AW6075_MARKER: W = UNMONUMENTED
 AW6075_SETTING: 0 = UNSPECIFIED SETTING
 AW6075
 AW6075  HISTORY     - Date     Condition        Report By
 AW6075  HISTORY     - 1900     MONUMENTED       CGS
 AW6075  HISTORY     - 1933     POOR             CGS
 AW6075
 AW6075                          STATION DESCRIPTION
 AW6075
 AW6075'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6075'STATION IS IN AN UNSTABLE POSITION, AND CAN BE CONSIDERED AS LOST.
 AW6075'IT WAS FOUND AT THE EDGE OF BAY SHORE BLUFF, WHICH IS RAPIDLY
 AW6075'DROPPING INTO THE BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0986 ***********************************************************************
 CT0986  DESIGNATION -  DOUBLE MOUNTAIN
 CT0986  PID         -  CT0986
 CT0986  STATE/COUNTY-  TX/PALO PINTO
 CT0986  USGS QUAD   -  LIPAN (1984)
 CT0986
 CT0986                         *CURRENT SURVEY CONTROL
 CT0986  ___________________________________________________________________
 CT0986* NAD 83(1993)-  32 31 18.47805(N)    098 07 00.47183(W)     ADJUSTED  
 CT0986* NAVD 88     -       360.82   (+/-2cm)    1183.8    (feet)  VERTCON   
 CT0986  ___________________________________________________________________
 CT0986  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 CT0986  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CT0986
 CT0986  HORZ ORDER  -  THIRD
 CT0986  VERT ORDER  -  THIRD ? (See Below)
 CT0986
 CT0986.The horizontal coordinates were established by classical geodetic methods
 CT0986.and adjusted by the National Geodetic Survey in February 1996..
 CT0986
 CT0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0986.The vertical order pertains to the NGVD 29 superseded value.
 CT0986
 CT0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0986
 CT0986.The geoid height was determined by GEOID03.
 CT0986
 CT0986;                    North         East     Units Scale Factor Converg.
 CT0986;SPC TXNC     - 2,094,891.940   636,000.281   MT  0.99991509   +0 12 32.4
 CT0986;SPC TXNC     - 6,872,991.31  2,086,610.92   sFT  0.99991509   +0 12 32.4
 CT0986;UTM  14      - 3,598,619.342   582,948.665   MT  0.99968484   +0 28 29.5
 CT0986
 CT0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0986!SPC TXNC     -   0.99994786  x   0.99991509  =   0.99986296
 CT0986!UTM  14      -   0.99994786  x   0.99968484  =   0.99963272
 CT0986
 CT0986:                Primary Azimuth Mark                     Grid Az
 CT0986:SPC TXNC     -  LIPAN                                    102 35 37.1
 CT0986:UTM  14      -  LIPAN                                    102 19 40.0
 CT0986
 CT0986|---------------------------------------------------------------------|
 CT0986| PID    Reference Object                     Distance      Geod. Az  |
 CT0986|                                                           dddmmss.s |
 CT0986| CT0985 LIPAN                               APPROX. 9.8 KM 1024809.5 |
 CT0986|---------------------------------------------------------------------|
 CT0986
 CT0986                          SUPERSEDED SURVEY CONTROL
 CT0986
 CT0986  NAD 83(1986)-  32 31 18.48060(N)    098 07 00.45603(W) AD(       ) 3
 CT0986  NAD 27      -  32 31 18.00743(N)    098 06 59.31184(W) AD(       ) 3
 CT0986  NGVD 29 (07/28/98)  360.73   (m)         1183.5    (f) LEVELING    3  
 CT0986
 CT0986.Superseded values are not recommended for survey control.
 CT0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0986.See file dsdata.txt to determine how the superseded data were derived.
 CT0986
 CT0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA8294998619(NAD 83)
 CT0986_MARKER: DS = TRIANGULATION STATION DISK
 CT0986_SETTING: 66 = SET IN ROCK OUTCROP
 CT0986_SP_SET: PARTIALLY EXPOSED BOULDER
 CT0986_PROJECTION: FLUSH
 CT0986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0986+STABILITY: POSITION/ELEVATION WELL
 CT0986
 CT0986  HISTORY     - Date     Condition        Report By
 CT0986  HISTORY     - 1958     MONUMENTED       USGS
 CT0986  HISTORY     - 20020320 MARK NOT FOUND   USPSQD
 CT0986
 CT0986                          STATION DESCRIPTION
 CT0986
 CT0986'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT0986'STATION IS LOCATED IN EXTREME SE. CORNER OF PALO PINTO CO., TEXAS.
 CT0986'ABOUT 19.5 MI. (AIRLINE) S. OF MINERAL WELLS, TEXAS, AND ABOUT 4.0 MI.
 CT0986'(AIRLINE) W. OF LIPAN, TEXAS, ON EASTERN TOP OF DOUBLE MOUNTAIN.
 CT0986'TO REACH STATION FROM LIPAN, HOOD CO., TEXAS, GO W. ON F.M. HIGHWAY 4
 CT0986'FOR 4.2 MI. TO THE HARRISON FARM HOUSE ON THE S. SIDE OF THE RD., THE
 CT0986'HARRISON FARM HOUSE IS 0.4 MI. E. OF THE JUNCTION OF U.S. HIGHWAY 281
 CT0986'AND F.M. 4.  GO THRU PASTURE GATE ON W. SIDE OF HOUSE AND CONTINUE ON
 CT0986'FAINT RD. CIRCLING TO THE SE. FOR 0.3 MI.  STATION IS ON HIGHEST POINT
 CT0986'OF BRUSHY KNOB ABOUT 200 YDS. N.
 CT0986'STATION MARK--STANDARD USGS ALUMINUM TABLET CEMENTED IN BURIED
 CT0986'LIMESTONE BOULDER FLUSH WITH GROUND, STAMPED---DOUBLE MTN. 1958---.
 CT0986
 CT0986                          STATION RECOVERY (2002)
 CT0986
 CT0986'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CT0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1478 ***********************************************************************
 DN1478  DESIGNATION -  DOUBT
 DN1478  PID         -  DN1478
 DN1478  STATE/COUNTY-  TX/WISE
 DN1478  USGS QUAD   -  SUNSET (1978)
 DN1478
 DN1478                         *CURRENT SURVEY CONTROL
 DN1478  ___________________________________________________________________
 DN1478* NAD 83(1993)-  33 25 33.22022(N)    097 45 18.52070(W)     ADJUSTED  
 DN1478* NAVD 88     -       296.1    (meters)     971.     (feet)  VERTCON   
 DN1478  ___________________________________________________________________
 DN1478  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 DN1478  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DN1478
 DN1478  HORZ ORDER  -  THIRD
 DN1478
 DN1478.The horizontal coordinates were established by classical geodetic methods
 DN1478.and adjusted by the National Geodetic Survey in February 1996..
 DN1478
 DN1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1478
 DN1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1478
 DN1478.The geoid height was determined by GEOID03.
 DN1478
 DN1478;                    North         East     Units Scale Factor Converg.
 DN1478;SPC TXNC     - 2,195,327.947   669,264.841   MT  0.99989389   +0 24 22.5
 DN1478;SPC TXNC     - 7,202,505.11  2,195,746.40   sFT  0.99989389   +0 24 22.5
 DN1478;UTM  14      - 3,699,195.888   615,730.894   MT  0.99976513   +0 41 08.9
 DN1478
 DN1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1478!SPC TXNC     -   0.99995775  x   0.99989389  =   0.99985164
 DN1478!UTM  14      -   0.99995775  x   0.99976513  =   0.99972289
 DN1478
 DN1478                          SUPERSEDED SURVEY CONTROL
 DN1478
 DN1478  NAD 83(1993)-  33 25 33.22152(N)    097 45 18.51477(W) AD(       ) 3
 DN1478  NAD 83(1986)-  33 25 33.22443(N)    097 45 18.50730(W) AD(       ) 3
 DN1478  NGVD 29 (07/26/91)  296.0    (m)          971.     (f) VERT ANG       
 DN1478
 DN1478.Superseded values are not recommended for survey control.
 DN1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1478.See file dsdata.txt to determine how the superseded data were derived.
 DN1478
 DN1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1573199196(NAD 83)
 DN1478_MARKER: DS = TRIANGULATION STATION DISK
 DN1478_SETTING: 0 = UNSPECIFIED SETTING
 DN1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1478
 DN1478  HISTORY     - Date     Condition        Report By
 DN1478  HISTORY     - 1958     MONUMENTED       USGS
 DN1478
 DN1478                          STATION DESCRIPTION
 DN1478
 DN1478'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1478'STATION IS LOCATED IN WISE COUNTY, TEXAS, ABOUT 4.0 MI. NE. OF PARK
 DN1478'SPRINGS, TEXAS, 2.0 MI. SE. OF SUNSET, TEXAS, 762 FT. W. OF U.S.
 DN1478'HIGHWAYS 287 AND 81, 20 FT. SE. CENTERLINE OF A DIRT RD. AND 1.0 FT.
 DN1478'HIGHER, AND 9.5 FT. E. OF A TREE TRUNK.
 DN1478'
 DN1478'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.4
 DN1478'FT. AND STAMPED---DOUBT-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2054 ***********************************************************************
 BL2054  DESIGNATION -  DOUCHETTE
 BL2054  PID         -  BL2054
 BL2054  STATE/COUNTY-  TX/TYLER
 BL2054  USGS QUAD   -  WOODVILLE (1984)
 BL2054
 BL2054                         *CURRENT SURVEY CONTROL
 BL2054  ___________________________________________________________________
 BL2054* NAD 83(1993)-  30 50 04.62944(N)    094 25 36.64003(W)     ADJUSTED  
 BL2054* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 BL2054  ___________________________________________________________________
 BL2054  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 BL2054  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BL2054
 BL2054  HORZ ORDER  -  THIRD
 BL2054
 BL2054.The horizontal coordinates were established by classical geodetic methods
 BL2054.and adjusted by the National Geodetic Survey in February 1996..
 BL2054
 BL2054.The orthometric height was scaled from a topographic map.
 BL2054
 BL2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2054
 BL2054.The geoid height was determined by GEOID03.
 BL2054
 BL2054;                    North         East     Units Scale Factor Converg.
 BL2054;SPC TX C     - 3,144,469.503 1,264,736.146   MT  0.99988596   +3 02 31.9
 BL2054;SPC TX C     -10,316,480.36  4,149,388.51   sFT  0.99988596   +3 02 31.9
 BL2054;UTM  15      - 3,412,144.837   363,543.524   MT  0.99982969   -0 43 53.3
 BL2054
 BL2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2054!SPC TX C     -   0.99998662  x   0.99988596  =   0.99987258
 BL2054!UTM  15      -   0.99998662  x   0.99982969  =   0.99981631
 BL2054
 BL2054:                Primary Azimuth Mark                     Grid Az
 BL2054:SPC TX C     -  DOUCHETTE AZ MK                          002 27 44.9
 BL2054:UTM  15      -  DOUCHETTE AZ MK                          006 14 10.1
 BL2054
 BL2054|---------------------------------------------------------------------|
 BL2054| PID    Reference Object                     Distance      Geod. Az  |
 BL2054|                                                           dddmmss.s |
 BL2054| CV7532 DOUCHETTE AZ MK                                    0053016.8 |
 BL2054| CV7533 DOUCHETTE RM 1                       25.981 METERS 16948     |
 BL2054| BL2053 WOODVILLE MUNICIPAL TANK            APPROX. 6.6 KM 1712114.3 |
 BL2054| CV7534 DOUCHETTE RM 2                       27.219 METERS 26649     |
 BL2054|---------------------------------------------------------------------|
 BL2054
 BL2054                          SUPERSEDED SURVEY CONTROL
 BL2054
 BL2054  NAD 83(1986)-  30 50 04.64302(N)    094 25 36.63083(W) AD(       ) 3
 BL2054  NAD 27      -  30 50 03.93200(N)    094 25 35.91200(W) AD(       ) 3
 BL2054
 BL2054.Superseded values are not recommended for survey control.
 BL2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2054.See file dsdata.txt to determine how the superseded data were derived.
 BL2054
 BL2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6354412145(NAD 83)
 BL2054_MARKER: DS = TRIANGULATION STATION DISK
 BL2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2054
 BL2054  HISTORY     - Date     Condition        Report By
 BL2054  HISTORY     - 1949     MONUMENTED       CGS
 BL2054
 BL2054                          STATION DESCRIPTION
 BL2054
 BL2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2054'THE STATION IS LOCATED ABOUT 4.4 MILES SOUTH OF COLMESNEIL
 BL2054'AND ABOUT 1.0 MILE NORTH OF DOUCETTE.  IT IS 37.0 FEET EAST
 BL2054'OF THE CENTER OF U.S. HIGHWAY NO. 69 AND 6.0 FEET WEST OF A
 BL2054'WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED DOUCETTE 1949.
 BL2054'
 BL2054'REFERENCE MARK NO. 1 IS 61.0 FEET EAST OF THE CENTER OF U.S.
 BL2054'HIGHWAY NO. 69 AND 27.0 FEET NORTH OF A POWER LINE POLE.
 BL2054'IT PROJECTS 2 INCHES AND IS STAMPED DOUCETTE NO 1 1949.
 BL2054'
 BL2054'REFERENCE MARK NO. 2 IS 52.3 FEET WEST OF THE CENTER OF U.S.
 BL2054'HIGHWAY NO. 69, 41.0 FEET NORTH OF THE NORTHEAST CORNER OF A
 BL2054'YARD FENCE AND 1.0 FOOT EAST OF A WOVEN WIRE FENCE.  IT
 BL2054'PROJECTS 2 INCHES AND IS STAMPED DOUCETTE NO 2 1949.
 BL2054'
 BL2054'THE AZIMUTH MARK IS ABOUT 50 YARDS SOUTH OF BOYETTS GROCERY
 BL2054'STORE, 49.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 69,
 BL2054'2.5 FEET SOUTH OF A WITNESS POST, AND 0.7 OF A FOOT EAST OF
 BL2054'A WOVEN WIRE FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 BL2054'DOUCETTE 1949.
 BL2054'
 BL2054'TO REACH THE STATION FROM THE J.H. FAIN GROCERY STORE AT THE
 BL2054'NORTH EDGE OF DOUCETTE, GO NORTH ON U.S. HIGHWAY NO. 69 FOR
 BL2054'1.0 MILE TO TOP OF RISE AND STATION ON THE RIGHT AS DESCRIBED.
 BL2054'
 BL2054'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 BL2054'HIGHWAY NO. 69 FOR 0.6 MILE AND AZIMUTH MARK ON THE LEFT
 BL2054'AS DESCRIBED.
 BL2054'
 BL2054'A 103 FOOT SIGNAL AT STATION CAMP 1935 IS VISIBLE AT 64 FEET.
 BL2054'
 BL2054'AN 87 FOOT SIGNAL AT STATION DIES IS VISIBLE AT 64 FEET.
 BL2054'
 BL2054'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1344 ***********************************************************************
 AJ1344  DESIGNATION -  DOUGHERTY
 AJ1344  PID         -  AJ1344
 AJ1344  STATE/COUNTY-  TX/DUVAL
 AJ1344  USGS QUAD   -  PARRILLA CREEK NW (1968)
 AJ1344
 AJ1344                         *CURRENT SURVEY CONTROL
 AJ1344  ___________________________________________________________________
 AJ1344* NAD 83(1993)-  27 41 18.18544(N)    098 39 13.65574(W)     ADJUSTED  
 AJ1344* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 AJ1344  ___________________________________________________________________
 AJ1344  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AJ1344  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AJ1344
 AJ1344  HORZ ORDER  -  THIRD
 AJ1344
 AJ1344.The horizontal coordinates were established by classical geodetic methods
 AJ1344.and adjusted by the National Geodetic Survey in February 1996..
 AJ1344
 AJ1344.The orthometric height was scaled from a topographic map.
 AJ1344
 AJ1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1344
 AJ1344.The geoid height was determined by GEOID03.
 AJ1344
 AJ1344;                    North         East     Units Scale Factor Converg.
 AJ1344;SPC TX S     - 5,224,004.168   284,829.826   MT  0.99996651   -0 04 11.4
 AJ1344;SPC TX S     -17,139,087.01    934,479.19   sFT  0.99996651   -0 04 11.4
 AJ1344;UTM  14      - 3,062,731.868   534,137.458   MT  0.99961438   +0 09 39.1
 AJ1344
 AJ1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1344!SPC TX S     -   0.99996786  x   0.99996651  =   0.99993437
 AJ1344!UTM  14      -   0.99996786  x   0.99961438  =   0.99958226
 AJ1344
 AJ1344:                Primary Azimuth Mark                     Grid Az
 AJ1344:SPC TX S     -  FREER SCHLUMBERGER CORP MAST             005 05 23.8
 AJ1344:UTM  14      -  FREER SCHLUMBERGER CORP MAST             004 51 33.3
 AJ1344
 AJ1344|---------------------------------------------------------------------|
 AJ1344| PID    Reference Object                     Distance      Geod. Az  |
 AJ1344|                                                           dddmmss.s |
 AJ1344| AJ1331 FREER SCHLUMBERGER CORP MAST        APPROX.12.9 KM 0050112.4 |
 AJ1344| CV3120 DOUGHERTY AZ MK                                    0760007.8 |
 AJ1344| CV3121 DOUGHERTY RM 1                       23.378 METERS 11039     |
 AJ1344| CV3122 DOUGHERTY RM 2                       22.965 METERS 23416     |
 AJ1344|---------------------------------------------------------------------|
 AJ1344
 AJ1344                          SUPERSEDED SURVEY CONTROL
 AJ1344
 AJ1344  NAD 83(1986)-  27 41 18.19068(N)    098 39 13.63087(W) AD(       ) 3
 AJ1344  NAD 27      -  27 41 17.09750(N)    098 39 12.57420(W) AD(       ) 3
 AJ1344
 AJ1344.Superseded values are not recommended for survey control.
 AJ1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1344.See file dsdata.txt to determine how the superseded data were derived.
 AJ1344
 AJ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3413762732(NAD 83)
 AJ1344_MARKER: DS = TRIANGULATION STATION DISK
 AJ1344_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1344
 AJ1344  HISTORY     - Date     Condition        Report By
 AJ1344  HISTORY     - 1961     MONUMENTED       CGS
 AJ1344
 AJ1344                          STATION DESCRIPTION
 AJ1344
 AJ1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1344'THE STATION IS APPROXIMATELY 16 MILES NORTHWEST OF BENAVIDES, AND
 AJ1344'13 MILES SOUTHWEST OF FREER, ON THE PROPERTY OF THE DOUGHERTY
 AJ1344'ESTATE AND LEASED BY MR. ROCKY REAGAN.
 AJ1344'
 AJ1344'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 339 AND
 AJ1344'359 IN BENAVIDES, GO NORTHWEST ON HIGHWAY 339 FOR 14.3 MILES TO A
 AJ1344'CROSSROAD AND CATTLE GUARDS ON BOTH SIDES OF HIGHWAY.  CONTINUE
 AJ1344'NORTHWEST ON HIGHWAY 339 FOR 1.5 MILES TO A SIDE ROAD LEFT.
 AJ1344'TURN LEFT, GO SOUTHWESTERLY ON THE SURFACED ROAD FOR 1.7 MILES
 AJ1344'TO A CATTLE GUARD AND CROSSROAD.  TURN LEFT, GO SOUTHWESTERLY
 AJ1344'ON A GRADED ROAD FOR 1.25 MILES TO A CATTLE GUARD AND ROAD
 AJ1344'FORK.  TAKE THE LEFT FORK, MAIN GRADED ROAD, FOR 1.25 MILES
 AJ1344'TO A CROSSROAD.  CONTINUE SOUTHWESTERLY ON THE MAIN GRADED
 AJ1344'ROAD FOR 0.5 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK, MAIN
 AJ1344'ROAD, GO 0.7 MILE TO A CATTLE GUARD AND A SIGN DOUGHERTY
 AJ1344'RANCH NO. 5.  CONTINUE STRAIGHT AHEAD, MAIN GRADED ROAD,
 AJ1344'FOR 1.6 MILES TO THE SOUTHWEST END OF AN OIL CAMP.  PASS
 AJ1344'BETWEEN THE TANK AND CORRUGATED SUPPLY BUILDING, GO 0.05 MILE TO
 AJ1344'A SIDE ROAD ON THE LEFT.  (TURN LEFT, SOUTH, GO 0.15 MILE
 AJ1344'TO THE AZIMUTH MARK IN THE FOUNDATION OF THE SOUTH ONE OF
 AJ1344'TWO OIL STORAGE TANKS.) CONTINUE SOUTHWESTERLY ON GRADED
 AJ1344'ROAD FOR 0.2 MILE TO A CATTLE GUARD.  CONTINUE SOUTHERLY,
 AJ1344'GRADED ROAD, FOR 0.15 MILE TO A ROAD FORK AND WELL NO. CA 8.
 AJ1344'TAKE LEFT FORK, GO 0.25 MILE TO A ROAD FORK.  TAKE RIGHT
 AJ1344'FORK, PASS WELL NO. CA 27, GO 0.05 MILE TO A ROAD FORK.
 AJ1344'TAKE RIGHT FORK, GO 0.2 MILE TO A DIM TRACK ROAD ON THE
 AJ1344'LEFT AND WELL NO CA 17 ON THE RIGHT.  TURN LEFT, SOUTHWEST,
 AJ1344'AND FOLLOW A DIM TRACK ROAD, UPHILL, FOR 0.1 MILE TO
 AJ1344'STATION ON THE RIGHT.
 AJ1344'
 AJ1344'STATION MARK, A STANDARD DISK STAMPED DOUGHERTY 1961, IS
 AJ1344'CEMENTED IN A DRILL HOLE IN BEDROCK 8 INCHES BELOW THE SURFACE
 AJ1344'OF THE GROUND.  IT IS 22 FEET WEST OF THE CENTER OF THE TRACK
 AJ1344'ROAD AND 5 FEET SOUTH OF A METAL WITNESS POST.
 AJ1344'
 AJ1344'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DOUGHERTY NO
 AJ1344'1 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 AJ1344'IT IS 45 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 AJ1344'
 AJ1344'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DOUGHERTY NO 2
 AJ1344'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 AJ1344'IT IS 73 FEET SOUTH OF THE TRACK ROAD.
 AJ1344'
 AJ1344'AZIMUTH MARK, A STANDARD DISK STAMPED DOUGHERTY 1961, IS CEMENTED
 AJ1344'IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF AN OIL STORAGE
 AJ1344'TANK.  IT IS 32.5 FEET NORTHEAST OF THE SOUTHWEST FENCE CORNER
 AJ1344'AND 30 FEET SOUTH OF A GATE.
 AJ1344'
 AJ1344'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0583 ***********************************************************************
 DP0583  DESIGNATION -  DOUGHERTY
 DP0583  PID         -  DP0583
 DP0583  STATE/COUNTY-  TX/FLOYD
 DP0583  USGS QUAD   -  BOOTHE (1965)
 DP0583
 DP0583                         *CURRENT SURVEY CONTROL
 DP0583  ___________________________________________________________________
 DP0583* NAD 83(1993)-  33 56 24.72809(N)    101 10 28.60258(W)     ADJUSTED  
 DP0583* NAVD 88     -       946.     (meters)    3104.     (feet)  SCALED    
 DP0583  ___________________________________________________________________
 DP0583  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 DP0583  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DP0583
 DP0583  HORZ ORDER  -  SECOND
 DP0583
 DP0583.The horizontal coordinates were established by classical geodetic methods
 DP0583.and adjusted by the National Geodetic Survey in February 1996..
 DP0583
 DP0583.The orthometric height was scaled from a topographic map.
 DP0583
 DP0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0583
 DP0583.The geoid height was determined by GEOID03.
 DP0583
 DP0583;                    North         East     Units Scale Factor Converg.
 DP0583;SPC TXNC     - 2,255,271.521   352,762.061   MT  0.99999273   -1 27 31.4
 DP0583;SPC TXNC     - 7,399,169.98  1,157,353.53   sFT  0.99999273   -1 27 31.4
 DP0583;UTM  14      - 3,757,655.830   299,020.387   MT  1.00009796   -1 12 52.4
 DP0583
 DP0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0583!SPC TXNC     -   0.99985565  x   0.99999273  =   0.99984838
 DP0583!UTM  14      -   0.99985565  x   1.00009796  =   0.99995360
 DP0583
 DP0583|---------------------------------------------------------------------|
 DP0583| PID    Reference Object                     Distance      Geod. Az  |
 DP0583|                                                           dddmmss.s |
 DP0583| CJ6240 DOUGHERTY RM 1                       18.995 METERS 10032     |
 DP0583| CJ6241 DOUGHERTY RM 2                       28.440 METERS 23053     |
 DP0583| CJ6239 DOUGHERTY AZ MK                                    2623153.1 |
 DP0583|---------------------------------------------------------------------|
 DP0583
 DP0583                          SUPERSEDED SURVEY CONTROL
 DP0583
 DP0583  NAD 83(1993)-  33 56 24.73092(N)    101 10 28.59997(W) AD(       ) 2
 DP0583  NAD 83(1986)-  33 56 24.73364(N)    101 10 28.59640(W) AD(       ) 2
 DP0583  NAD 27      -  33 56 24.45081(N)    101 10 27.05600(W) AD(       ) 2
 DP0583
 DP0583.Superseded values are not recommended for survey control.
 DP0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0583.See file dsdata.txt to determine how the superseded data were derived.
 DP0583
 DP0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9902057656(NAD 83)
 DP0583_MARKER: DS = TRIANGULATION STATION DISK
 DP0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0583
 DP0583  HISTORY     - Date     Condition        Report By
 DP0583  HISTORY     - 1964     MONUMENTED       CGS
 DP0583
 DP0583                          STATION DESCRIPTION
 DP0583
 DP0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0583'THE STATION IS ABOUT 13-1/2 MILES SOUTH OF CEDAR HILL, 9-1/2 MILES
 DP0583'EAST-SOUTHEAST OF FLOYDADA AND 5 MILES WEST OF DOUGHERTY, NEAR THE
 DP0583'NORTHWEST CORNER OF A FIELD FENCE.
 DP0583'
 DP0583'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 70 AT
 DP0583'THE SOUTHWEST EDGE OF FLOYDADA, GO EAST ON U.S. HIGHWAYS 62 AND 70
 DP0583'FOR 7.05 MILES TO WHERE FARM ROAD 602 GOES NORTH.  CONTINUE EAST ON
 DP0583'THE HIGHWAYS FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 DP0583'ON PAVED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 DP0583'EAST ON GRADED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND
 DP0583'GO SOUTH FOR 0.7 MILE TO A WIRE GATE ON THE LEFT.  (TO REACH THE
 DP0583'AZIMUTH MARK, CONTINUE SOUTH ON GRADED ROAD FOR 0.1 MILE TO THE
 DP0583'MARK ON THE LEFT.) PASS THROUGH GATE AND GO EAST ON TRACK
 DP0583'ROAD FOR 0.1 MILE TO A BOARD CORRAL ON THE LEFT.  CONTINUE EAST ON
 DP0583'TRACK ROAD, PASSING TO THE SOUTH OF THE CORRAL FOR 0.4 MILE TO A
 DP0583'FENCE CORNER.  CONTINUE EAST ON TRACK ROAD FOR 0.1 MILE TO A FENCE
 DP0583'CORNER AND THE STATION.
 DP0583'
 DP0583'STATION MARK IS A STANDARD DISK, STAMPED DOUGHERTY 1964, SET IN THE
 DP0583'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 DP0583'SURFACE.  IT IS 44.4 FEET EAST-NORTHEAST OF A FENCE CORNER POST,
 DP0583'12.3 FEET NORTH OF A WIRE FENCE AND 12 FEET NORTH OF A WITNESS POST.
 DP0583'
 DP0583'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOUGHERTY NO 1 1964, SET
 DP0583'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 DP0583'IT IS 62 FEET EAST OF THE WITNESS POST, SET IN AN EAST-WEST FENCE
 DP0583'LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DP0583'
 DP0583'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOUGHERTY NO 2 1964,
 DP0583'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 DP0583'INCHES.  IT IS 11.7 FEET SOUTH OF A CORNER GATE POST, 1 FOOT WEST
 DP0583'OF A WIRE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DP0583'
 DP0583'AZIMUTH MARK IS A STANDARD DISK, STAMPED DOUGHERTY 1964, SET IN THE
 DP0583'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 DP0583'SURFACE.  IT IS 29 FEET EAST OF THE CENTERLINE OF A GRADED ROAD,
 DP0583'2.3 FEET NORTH-NORTHEAST OF A POWERLINE POLE, 2.3 FEET EAST OF A
 DP0583'WIRE FENCE AND 1.8 FEET SOUTH OF A WITNESS POST.
 DP0583'
 DP0583'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2352 ***********************************************************************
 AH2352  DESIGNATION -  DOUGHERTY ET
 AH2352  PID         -  AH2352
 AH2352  STATE/COUNTY-  TX/FLOYD
 AH2352  USGS QUAD   -  DOUGHERTY (1968)
 AH2352
 AH2352                         *CURRENT SURVEY CONTROL
 AH2352  ___________________________________________________________________
 AH2352* NAD 83(1993)-  33 56 44.06391(N)    101 05 22.69104(W)     ADJUSTED  
 AH2352* NAVD 88     -       982.1    (meters)    3222.     (feet)  VERTCON   
 AH2352  ___________________________________________________________________
 AH2352  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AH2352  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AH2352
 AH2352  HORZ ORDER  -  THIRD
 AH2352
 AH2352.The horizontal coordinates were established by classical geodetic methods
 AH2352.and adjusted by the National Geodetic Survey in July 1998..
 AH2352
 AH2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2352
 AH2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2352
 AH2352.The geoid height was determined by GEOID03.
 AH2352
 AH2352;                    North         East     Units Scale Factor Converg.
 AH2352;SPC TXNC     - 2,255,670.293   360,630.155   MT  0.99999418   -1 24 44.5
 AH2352;SPC TXNC     - 7,400,478.29  1,183,167.43   sFT  0.99999418   -1 24 44.5
 AH2352;UTM  14      - 3,758,088.232   306,887.377   MT  1.00005974   -1 10 02.0
 AH2352
 AH2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2352!SPC TXNC     -   0.99985007  x   0.99999418  =   0.99984425
 AH2352!UTM  14      -   0.99985007  x   1.00005974  =   0.99990980
 AH2352
 AH2352                          SUPERSEDED SURVEY CONTROL
 AH2352
 AH2352  NGVD 29 (07/28/98)  981.7    (m)         3221.     (f) VERT ANG       
 AH2352
 AH2352.Superseded values are not recommended for survey control.
 AH2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2352.See file dsdata.txt to determine how the superseded data were derived.
 AH2352
 AH2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC0688758088(NAD 83)
 AH2352_MARKER: DS = TRIANGULATION STATION DISK
 AH2352
 AH2352  HISTORY     - Date     Condition        Report By
 AH2352  HISTORY     - 1962     MONUMENTED       USGS
 AH2352
 AH2352                          STATION DESCRIPTION
 AH2352
 AH2352'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2352'LOCATED AT DOUGHERTY, TEXAS, ON TOP OF THE HEADER HOUSE OF THE
 AH2352'PRODUCERS CO-OP GRAIN COMPANY ELEVATOR, IN THE CENTER OF THE HEADER
 AH2352'HOUSE ROOF.
 AH2352'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---DOUGHERTY-ET,
 AH2352'1962---, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE CONCRETE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0577 ***********************************************************************
 DP0577  DESIGNATION -  DOUGHERTY PROD COOP ELEVATOR
 DP0577  PID         -  DP0577
 DP0577  STATE/COUNTY-  TX/FLOYD
 DP0577  USGS QUAD   -  DOUGHERTY (1968)
 DP0577
 DP0577                         *CURRENT SURVEY CONTROL
 DP0577  ___________________________________________________________________
 DP0577* NAD 83(1993)-  33 56 44.02451(N)    101 05 22.68910(W)     ADJUSTED  
 DP0577* NAVD 88     -                                                        
 DP0577  ___________________________________________________________________
 DP0577  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 DP0577  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DP0577
 DP0577  HORZ ORDER  -  THIRD
 DP0577
 DP0577.The horizontal coordinates were established by classical geodetic methods
 DP0577.and adjusted by the National Geodetic Survey in February 1996..
 DP0577
 DP0577
 DP0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0577
 DP0577.The geoid height was determined by GEOID03.
 DP0577
 DP0577;                    North         East     Units Scale Factor Converg.
 DP0577;SPC TXNC     - 2,255,669.078   360,630.175   MT  0.99999418   -1 24 44.5
 DP0577;SPC TXNC     - 7,400,474.30  1,183,167.50   sFT  0.99999418   -1 24 44.5
 DP0577;UTM  14      - 3,758,087.017   306,887.403   MT  1.00005974   -1 10 02.0
 DP0577
 DP0577                          SUPERSEDED SURVEY CONTROL
 DP0577
 DP0577  NAD 83(1993)-  33 56 44.02715(N)    101 05 22.68679(W) AD(       ) 4
 DP0577  NAD 83(1986)-  33 56 44.03096(N)    101 05 22.68241(W) AD(       ) 4
 DP0577  NAD 27      -  33 56 43.75434(N)    101 05 21.15500(W) AD(       ) 3
 DP0577
 DP0577.Superseded values are not recommended for survey control.
 DP0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0577.See file dsdata.txt to determine how the superseded data were derived.
 DP0577
 DP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC0688758087(NAD 83)
 DP0577_MARKER: 65 = GRAIN ELEVATOR
 DP0577
 DP0577  HISTORY     - Date     Condition        Report By
 DP0577  HISTORY     - 1964     FIRST OBSERVED   CGS
 DP0577
 DP0577                          STATION DESCRIPTION
 DP0577
 DP0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0577'STATION IS THE CENTER OF THE HEADHOUSE ON THE WEST SIDE OF THE TOP OF
 DP0577'THE ELEVATOR.  THE ELEVATOR IS PAINTED WHITE, 150 FEET TO THE TOP OF
 DP0577'THE HEADHOUSE, ON THE NORTH SIDE OF RAILROAD TRACKS AND 0.3 MILE
 DP0577'NORTH OF DOUGHERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0575 ***********************************************************************
 DP0575  DESIGNATION -  DOUGHERTY WATER TANK
 DP0575  PID         -  DP0575
 DP0575  STATE/COUNTY-  TX/FLOYD
 DP0575  USGS QUAD   -  DOUGHERTY (1968)
 DP0575
 DP0575                         *CURRENT SURVEY CONTROL
 DP0575  ___________________________________________________________________
 DP0575* NAD 83(1993)-  33 56 37.44401(N)    101 05 16.31244(W)     ADJUSTED  
 DP0575* NAVD 88     -                                                        
 DP0575  ___________________________________________________________________
 DP0575  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DP0575  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DP0575
 DP0575  HORZ ORDER  -  THIRD
 DP0575
 DP0575.The horizontal coordinates were established by classical geodetic methods
 DP0575.and adjusted by the National Geodetic Survey in February 1996..
 DP0575
 DP0575
 DP0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0575
 DP0575.The geoid height was determined by GEOID03.
 DP0575
 DP0575;                    North         East     Units Scale Factor Converg.
 DP0575;SPC TXNC     - 2,255,462.352   360,788.875   MT  0.99999368   -1 24 41.1
 DP0575;SPC TXNC     - 7,399,796.07  1,183,688.17   sFT  0.99999368   -1 24 41.1
 DP0575;UTM  14      - 3,757,880.958   307,046.996   MT  1.00005898   -1 09 58.2
 DP0575
 DP0575                          SUPERSEDED SURVEY CONTROL
 DP0575
 DP0575  NAD 83(1993)-  33 56 37.44670(N)    101 05 16.31004(W) AD(       ) 4
 DP0575  NAD 83(1986)-  33 56 37.45043(N)    101 05 16.30568(W) AD(       ) 4
 DP0575  NAD 27      -  33 56 37.17000(N)    101 05 14.79000(W) AD(       ) 3
 DP0575
 DP0575.Superseded values are not recommended for survey control.
 DP0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0575.See file dsdata.txt to determine how the superseded data were derived.
 DP0575
 DP0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC0704757881(NAD 83)
 DP0575_MARKER: 53 = ELEVATED TANK
 DP0575
 DP0575  HISTORY     - Date     Condition        Report By
 DP0575  HISTORY     - 1935     FIRST OBSERVED   CGS
 DP0575  HISTORY     - 1964     GOOD             CGS
 DP0575
 DP0575                          STATION DESCRIPTION
 DP0575
 DP0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0575'OBJECT OBSERVED UPON IS THE FINIAL OF A LARGE WATER TANK LOCATED
 DP0575'IN THE CITY OF DOUGHERTY, AND IS APPARENTLY THE WATER SUPPLY
 DP0575'TANK OWNED BY THE CITY.  TANK IS APPROXIMATELY 125 FEET TALL.
 DP0575'STATION IS OFF SCHEME AND WAS NOT VISITED.
 DP0575
 DP0575                          STATION RECOVERY (1964)
 DP0575
 DP0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0575'STATION RECOVERED.  IT IS LOCATED AT DOUGHERTY, ABOUT 1 BLOCK
 DP0575'EAST OF A LARGE ELEVATOR AND ON THE SOUTH SIDE OF THE RAILROAD
 DP0575'TRACKS.  THE TANK IS 125 FEET HIGH, PAINTED BLACK AND SUPPORTED
 DP0575'BY 4 STRUCTURAL STEEL LEGS.  THE TOP CENTER OF THE TANK WAS
 DP0575'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1263 ***********************************************************************
 CR1263  DESIGNATION -  DOUGLAS
 CR1263  PID         -  CR1263
 CR1263  STATE/COUNTY-  TX/SMITH
 CR1263  USGS QUAD   -  HOPE POND (1966)
 CR1263
 CR1263                         *CURRENT SURVEY CONTROL
 CR1263  ___________________________________________________________________
 CR1263* NAD 83(1993)-  32 22 03.80493(N)    095 02 44.70988(W)     ADJUSTED  
 CR1263* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 CR1263  ___________________________________________________________________
 CR1263  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CR1263  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1263
 CR1263  HORZ ORDER  -  FIRST
 CR1263
 CR1263.The horizontal coordinates were established by classical geodetic methods
 CR1263.and adjusted by the National Geodetic Survey in February 1996..
 CR1263
 CR1263.The orthometric height was scaled from a topographic map.
 CR1263
 CR1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1263
 CR1263.The geoid height was determined by GEOID03.
 CR1263
 CR1263;                    North         East     Units Scale Factor Converg.
 CR1263;SPC TXNC     - 2,083,085.184   925,016.270   MT  0.99994333   +1 53 02.1
 CR1263;SPC TXNC     - 6,834,255.31  3,034,824.21   sFT  0.99994333   +1 53 02.1
 CR1263;UTM  15      - 3,583,036.298   307,525.309   MT  1.00005686   -1 05 43.9
 CR1263
 CR1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1263!SPC TXNC     -   0.99997479  x   0.99994333  =   0.99991812
 CR1263!UTM  15      -   0.99997479  x   1.00005686  =   1.00003165
 CR1263
 CR1263:                Primary Azimuth Mark                     Grid Az
 CR1263:SPC TXNC     -  DOUGLAS AZ MK                            027 34 56.4
 CR1263:UTM  15      -  DOUGLAS AZ MK                            030 33 42.4
 CR1263
 CR1263|---------------------------------------------------------------------|
 CR1263| PID    Reference Object                     Distance      Geod. Az  |
 CR1263|                                                           dddmmss.s |
 CR1263| CX9483 DOUGLAS AZ MK                                      0292758.5 |
 CR1263| CR1268 ARP MUNICIPAL TANK                  APPROX.15.7 KM 1851930.1 |
 CR1263| CX9484 DOUGLAS RM 1                         17.325 METERS 22836     |
 CR1263| CX9485 DOUGLAS RM 2                         25.530 METERS 33150     |
 CR1263|---------------------------------------------------------------------|
 CR1263
 CR1263                          SUPERSEDED SURVEY CONTROL
 CR1263
 CR1263  NAD 83(1986)-  32 22 03.81303(N)    095 02 44.69646(W) AD(       ) 1
 CR1263  NAD 27      -  32 22 03.27680(N)    095 02 43.90800(W) AD(       ) 1
 CR1263
 CR1263.Superseded values are not recommended for survey control.
 CR1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1263.See file dsdata.txt to determine how the superseded data were derived.
 CR1263
 CR1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR0752583036(NAD 83)
 CR1263_MARKER: DS = TRIANGULATION STATION DISK
 CR1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1263
 CR1263  HISTORY     - Date     Condition        Report By
 CR1263  HISTORY     - 1950     MONUMENTED       CGS
 CR1263  HISTORY     - 1958     GOOD             CGS
 CR1263  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR1263  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR1263
 CR1263                          STATION DESCRIPTION
 CR1263
 CR1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1263'THE STATION IS LOCATED ABOUT 10 MILES WEST SOUTHWEST OF
 CR1263'KILGORE, ABOUT 15 MILES EAST-NORTHEAST OF TYLER AND ABOUT
 CR1263'1-3/4 MILES NORTHEAST OF THE DOUGLAS SCHOOL ON
 CR1263'A PROMINENT SANDY HILL COVERED WITH SCRUB OAK TREES.  IT IS
 CR1263'50 YARDS SOUTH OF THE TOP OR HIGHEST PART OF THE HILL, 21
 CR1263'FEET NORTH-NORTHEAST OF A LARGE OAK TREE WITH A TRIANGLE
 CR1263'BLAZE, 51 FEET NORTHWEST OF AN OAK TREE WITH A TRIANGLE
 CR1263'BLAZE ON THE NORTHWEST SIDE AND 73 FEET NORTH OF AN OLD STONE
 CR1263'CHIMNEY.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISC IS
 CR1263'STAMPED DOUGLAS 1950.
 CR1263'
 CR1263'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTH SLOPE OF THE
 CR1263'HILL, 39 FEET SOUTHWEST OF AN OAK TREE MARKED BY A TRIANGLE
 CR1263'BLAZE, 24 FEET NORTH OF A TREE MARKED BY A TRIANGLE BLAZE
 CR1263'AND 4 FEET LOWER THAN THE STATION MARK.  THE MARK PROJECTS
 CR1263'ABOUT 6 INCHES AND THE DISC IS STAMPED DOUGLAS NO 1 1950.
 CR1263'
 CR1263'REFERENCE MARK NO. 2 IS LOCATED ABOUT 50 FEET SOUTH OF THE
 CR1263'HIGHEST PART OF THE HILL AND 3 FEET EAST OF 2 OAK TREES,
 CR1263'8 INCHES IN DIAMETER.  THE MARK PROJECTS ABOUT 6 INCHES AND
 CR1263'THE DISC IS STAMPED DOUGLAS NO 2 1950.
 CR1263'
 CR1263'AZIMUTH MARK IS 10 FEET WEST OF A TRACK ROAD AND 75 PACES
 CR1263'NORTHWEST OF THE HIGHEST PART OF A SANDY HILL.  THE MARK
 CR1263'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED DOUGLAS 1950.
 CR1263'SOME CLEARING OF BRUSH WILL BE NEEDED TO MAKE THIS MARK V.G..
 CR1263'
 CR1263'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 757 AND
 CR1263'STATE HIGHWAY 31 WHICH IS ABOUT 10-1/2 MILES EAST OF TYLER,
 CR1263'GO EASTERLY ON STATE HIGHWAY 31 FOR 1.45 MILES TO THE ONEAL
 CR1263'ROSE NURSERY ON RIGHT AT TOP OF A GRADE AND A GRADED ROAD
 CR1263'LEADING RIGHT (SOUTH).  FOLLOW THIS GRADED ROAD SOUTHERLY
 CR1263'FOR 1.6 MILES TO A FORK.  KEEP THE RIGHT FORK FOR 0.5 MILE
 CR1263'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY FOR 1.4
 CR1263'MILES TO A TRACK ROAD LEADING NORTH ACROSS FIELD.  THIS IS
 CR1263'ABOUT 200 YARDS WEST OF A FARM HOUSE ON THE NORTH SIDE OF THE
 CR1263'ROAD.  (FROM HERE THE STATION IS ON HIGH HILL 3/4 MILE NORTHERLY
 CR1263'AND IT WILL BE DIFFICULT TO REACH BECAUSE OF THE HEAVY
 CR1263'SAND.) TURN LEFT AND FOLLOW THE TRACK ROAD NORTHERLY ACROSS
 CR1263'FIELD FOR 0.3 MILE TO A FORK.  KEEP RIGHT FORK NORTHERLY FOR
 CR1263'0.4 MILE TO A POINT ON THE EAST SIDE OF THE HILL, THENCE LEFT
 CR1263'TO WHAT REMAINS OF AN OLD FIRE PLACE AND STATION SITE AS
 CR1263'DESCRIBED ABOVE.
 CR1263'
 CR1263'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST 0.1 MILE
 CR1263'TO TRACK ROAD.  TURN LEFT (NORTH) FOR 0.25 MILE TO AZIMUTH
 CR1263'MARK ON LEFT AS DESCRIBED.
 CR1263'
 CR1263'A 77 FOOT SIGNAL AT TYLER WAS VISIBLE AT 50 FEET.
 CR1263'
 CR1263'A 64 FOOT SIGNAL AT FANNIN WAS VISIBLE AT 45 FEET.
 CR1263'
 CR1263'A 77 FOOT SIGNAL AT WINONA WAS VISIBLE AT 45 FEET.
 CR1263'
 CR1263'A 77 FOOT SIGNAL AT BERRYHILL WAS VISIBLE AT 50 FEET.
 CR1263'
 CR1263'A 100 FOOT SIGNAL AT GLADEWATER WAS VISIBLE AT 50 FEET.
 CR1263'
 CR1263'A 100 FOOT SIGNAL AT LAIRD WAS VISIBLE FROM THE GROUND.
 CR1263'
 CR1263'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CR1263
 CR1263                          STATION RECOVERY (1958)
 CR1263
 CR1263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1263'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 CR1263'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN
 CR1263'GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CR1263'
 CR1263'THE STATION IS LOCATED ABOUT 15 MILES EAST OF TYLER, ABOUT
 CR1263'10 MILES WEST OF KILGORE AND ABOUT 8 MILES NORTH-NORTHWEST
 CR1263'OF OVERTON ON A PROMINENT SANDY RIDGE THAT IS COVERED WITH
 CR1263'BRUSH.  IT IS ABOUT 150 FEET SOUTH OF THE HIGHEST POINT
 CR1263'OF THE HILL, 77 FEET NORTH OF THE REMAINS OF AN OLD STONE
 CR1263'CHIMNEY, 52 FEET NORTHWEST OF AN OAK TREE WITH A TRIANGULAR
 CR1263'BLAZE AND 23 FEET NORTH OF ANOTHER BLAZED OAK TREE.  THE MARK
 CR1263'PROJECTS 3 INCHES AND IS STAMPED DOUGLAS 1950.
 CR1263'
 CR1263'REFERENCE MARK NO. 1 IS 66 FEET NORTHWEST OF THE REMAINS
 CR1263'OF AN OLD STONE CHIMNEY, 41 FEET SOUTHWEST OF AN OAK TREE
 CR1263'WITH A TRIANGULAR BLAZE AND 24 FEET NORTH OF ANOTHER BLAZED
 CR1263'OAK TREE.  THE MARK PROJECTS 3 INCHES AND IS STAMPED DOUGLAS
 CR1263'NO 1 1950.
 CR1263'
 CR1263'REFERENCE MARK NO. 2 IS 4 FEET SOUTHEAST OF AN OAK TREE WITH
 CR1263'A TRIANGULAR BLAZE.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 CR1263'DOUGLAS NO 2 1950.
 CR1263'
 CR1263'AZIMUTH MARK IS 31 FEET WEST OF THE CENTER OF A TRACK ROAD
 CR1263'AND 25 FEET NORTHWEST OF A SMALL FORKED TREE WITH A TRIANGULAR
 CR1263'BLAZE.  THE MARK PROJECTS 4 INCHES AND IS STAMPED DOUGLAS 1950.
 CR1263'
 CR1263'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE
 CR1263'IN TYLER, GO EAST ON EAST ERWIN STREET FOR 0.5 MILE TO STATE
 CR1263'HIGHWAY NO. 31, CONTINUE STRAIGHT AHEAD, EAST, ON STATE
 CR1263'HIGHWAY NO. 31 FOR 10.1 MILES TO INTERSECTION WITH FARM ROAD
 CR1263'757, CONTINUE EASTERLY ON STATE HIGHWAY NO. 31 FOR 1.4 MILES
 CR1263'TO A FORKS AT TOP OF HILL, TAKE RIGHT FORK AND GO SOUTHERLY
 CR1263'ON MAIN-TRAVELED OILED ROAD FOR 2.0 MILES TO A SIDE ROAD
 CR1263'LEFT AND A WHITE HOUSE ON RIGHT, TURN LEFT AND GO EASTERLY
 CR1263'ON DIRT ROAD FOR 1.4 MILES TO A TRACK ROAD LEFT JUST BEFORE
 CR1263'REACHING A FARM HOUSE, TURN LEFT AND GO NORTHERLY ON TRACK
 CR1263'ROAD THROUGH DEEP SAND FOR 0.6 MILE TO A FORKS,* TAKE LEFT
 CR1263'FORK AND CONTINUE NORTHERLY FOR 0.1 MILE TO THE STATION AS
 CR1263'DESCRIBED.
 CR1263'
 CR1263'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TAKE RIGHT FORK
 CR1263'AND GO FOR 0.35 MILE TO THE MARK ON LEFT AS DESCRIBED.
 CR1263'
 CR1263'A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO REACH THE STATION.
 CR1263'
 CR1263'OBSERVATIONS WERE MADE FROM A 64-FOOT TOWER.
 CR1263
 CR1263                          STATION RECOVERY (1996)
 CR1263
 CR1263'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1263'MARK NOT FOUND.
 CR1263
 CR1263                          STATION RECOVERY (2004)
 CR1263
 CR1263'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1230 ***********************************************************************
 DM1230  DESIGNATION -  DOUGLASSVILLE BOWIE CASS MAST
 DM1230  PID         -  DM1230
 DM1230  STATE/COUNTY-  TX/CASS
 DM1230  USGS QUAD   -  DOUGLASSVILLE (1969)
 DM1230
 DM1230                         *CURRENT SURVEY CONTROL
 DM1230  ___________________________________________________________________
 DM1230* NAD 83(1993)-  33 11 35.92682(N)    094 21 18.44871(W)     ADJUSTED  
 DM1230* NAVD 88     -                                                        
 DM1230  ___________________________________________________________________
 DM1230  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DM1230  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM1230
 DM1230  HORZ ORDER  -  THIRD
 DM1230
 DM1230.The horizontal coordinates were established by classical geodetic methods
 DM1230.and adjusted by the National Geodetic Survey in February 1996..
 DM1230
 DM1230
 DM1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1230
 DM1230.The geoid height was determined by GEOID03.
 DM1230
 DM1230;                    North         East     Units Scale Factor Converg.
 DM1230;SPC TXNC     - 2,176,912.589   986,356.699   MT  0.99987567   +2 15 38.1
 DM1230;SPC TXNC     - 7,142,087.39  3,236,071.94   sFT  0.99987567   +2 15 38.1
 DM1230;UTM  15      - 3,673,535.871   373,681.926   MT  0.99979673   -0 44 31.1
 DM1230
 DM1230                          SUPERSEDED SURVEY CONTROL
 DM1230
 DM1230  NAD 83(1993)-  33 11 35.92928(N)    094 21 18.44214(W) AD(       ) 4
 DM1230  NAD 83(1986)-  33 11 35.93127(N)    094 21 18.43784(W) AD(       ) 4
 DM1230  NAD 27      -  33 11 35.47500(N)    094 21 17.73600(W) AD(       ) 3
 DM1230
 DM1230.Superseded values are not recommended for survey control.
 DM1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1230.See file dsdata.txt to determine how the superseded data were derived.
 DM1230
 DM1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7368273536(NAD 83)
 DM1230_MARKER: 42 = RADIO/TV MAST
 DM1230
 DM1230  HISTORY     - Date     Condition        Report By
 DM1230  HISTORY     - 1958     FIRST OBSERVED   CGS
 DM1230
 DM1230                          STATION DESCRIPTION
 DM1230
 DM1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1230'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF DOUGLASSVILLE.
 DM1230'IT IS A STEEL MAST ABOUT 200 FEET HIGH, RED AND WHITE IN COLOR.
 DM1230'THE RED LIGHT ON TOP OF MAST WAS THE POINT OBSERVED.
 DM1230'
 DM1230'TO REACH FROM THE POST OFFICE IN DOUGLASSVILLE, GO 2 BLOCKS
 DM1230'NORTH AND RADIO MAST ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1229 ***********************************************************************
 DM1229  DESIGNATION -  DOUGLASSVILLE LOOKOUT TOWER
 DM1229  PID         -  DM1229
 DM1229  STATE/COUNTY-  TX/CASS
 DM1229  USGS QUAD   -  DOUGLASSVILLE (1969)
 DM1229
 DM1229                         *CURRENT SURVEY CONTROL
 DM1229  ___________________________________________________________________
 DM1229* NAD 83(1993)-  33 11 06.72222(N)    094 16 36.70422(W)     ADJUSTED  
 DM1229* NAVD 88     -                                                        
 DM1229  ___________________________________________________________________
 DM1229  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DM1229  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM1229
 DM1229  HORZ ORDER  -  THIRD
 DM1229
 DM1229.The horizontal coordinates were established by classical geodetic methods
 DM1229.and adjusted by the National Geodetic Survey in February 1996..
 DM1229
 DM1229
 DM1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1229
 DM1229.The geoid height was determined by GEOID03.
 DM1229
 DM1229;                    North         East     Units Scale Factor Converg.
 DM1229;SPC TXNC     - 2,176,304.242   993,684.037   MT  0.99987533   +2 18 11.8
 DM1229;SPC TXNC     - 7,140,091.50  3,260,111.71   sFT  0.99987533   +2 18 11.8
 DM1229;UTM  15      - 3,672,544.657   380,966.688   MT  0.99977469   -0 41 56.3
 DM1229
 DM1229                          SUPERSEDED SURVEY CONTROL
 DM1229
 DM1229  NAD 83(1993)-  33 11 06.72466(N)    094 16 36.69820(W) AD(       ) 4
 DM1229  NAD 83(1986)-  33 11 06.72633(N)    094 16 36.69380(W) AD(       ) 4
 DM1229  NAD 27      -  33 11 06.26600(N)    094 16 36.00400(W) AD(       ) 3
 DM1229
 DM1229.Superseded values are not recommended for survey control.
 DM1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1229.See file dsdata.txt to determine how the superseded data were derived.
 DM1229
 DM1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8096772545(NAD 83)
 DM1229_MARKER: 57 = LOOKOUT TOWER
 DM1229
 DM1229  HISTORY     - Date     Condition        Report By
 DM1229  HISTORY     - 1958     FIRST OBSERVED   CGS
 DM1229
 DM1229                          STATION DESCRIPTION
 DM1229
 DM1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1229'THE STATION IS LOCATED ABOUT 5.0 MILES EAST OF DOUGLASSVILLE.
 DM1229'IT HAS A GLASS ENCLOSED CAB SUPPORTED BY A 4-LEGGED STEEL
 DM1229'STRUCTURE AND HAS AN OVER ALL HEIGHT OF ABOUT 100 FEET.  IT
 DM1229'IS COLORED GRAY AND THE TOP AND CENTER WAS THE POINT INTERSECTED.
 DM1229'
 DM1229'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLASSVILLE, GO
 DM1229'EASTERLY ON STATE ROAD 77 FOR 3.9 MILES TO A CROSS ROAD, TURN
 DM1229'LEFT AND GO NORTH FOR 1.7 MILES TO A CROSS ROAD, TURN RIGHT
 DM1229'AND GO EAST FOR 0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0772 ***********************************************************************
 CC0772  DESIGNATION -  DOURO
 CC0772  PID         -  CC0772
 CC0772  STATE/COUNTY-  TX/ECTOR
 CC0772  USGS QUAD   -  PENWELL (1981)
 CC0772
 CC0772                         *CURRENT SURVEY CONTROL
 CC0772  ___________________________________________________________________
 CC0772* NAD 83(1993)-  31 42 28.68997(N)    102 31 11.86835(W)     ADJUSTED  
 CC0772* NAVD 88     -       935.8    (meters)    3070.     (feet)  VERTCON   
 CC0772  ___________________________________________________________________
 CC0772  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 CC0772  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 CC0772
 CC0772  HORZ ORDER  -  FIRST
 CC0772
 CC0772.The horizontal coordinates were established by classical geodetic methods
 CC0772.and adjusted by the National Geodetic Survey in February 1996..
 CC0772
 CC0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0772
 CC0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0772
 CC0772.The geoid height was determined by GEOID03.
 CC0772
 CC0772;                    North         East     Units Scale Factor Converg.
 CC0772;SPC TX C     - 3,228,332.812   492,748.384   MT  0.99995760   -1 07 34.5
 CC0772;SPC TX C     -10,591,621.90  1,616,625.32   sFT  0.99995760   -1 07 34.5
 CC0772;UTM  13      - 3,510,741.505   735,025.222   MT  1.00028131   +1 18 14.7
 CC0772
 CC0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0772!SPC TX C     -   0.99985676  x   0.99995760  =   0.99981436
 CC0772!UTM  13      -   0.99985676  x   1.00028131  =   1.00013803
 CC0772
 CC0772|---------------------------------------------------------------------|
 CC0772| PID    Reference Object                     Distance      Geod. Az  |
 CC0772|                                                           dddmmss.s |
 CC0772| CH8805 DOURO RM E                           20.555 METERS 07940     |
 CC0772| CC0753 CASTLE GAP MOUNTAIN                 APPROX.48.2 KM 1544336.2 |
 CC0772| CH8806 DOURO RM S                           24.356 METERS 18234     |
 CC0772| CH8804 DOURO AZ MK                                        25229     |
 CC0772| CC0775 JUDKIN SCHOOLHOUSE CUPOLA           APPROX.10.3 KM 2743018.0 |
 CC0772| CC0771 WINDMILL 2 MI S OF STA DUBLIN       APPROX.18.2 KM 3212846.6 |
 CC0772|---------------------------------------------------------------------|
 CC0772
 CC0772                          SUPERSEDED SURVEY CONTROL
 CC0772
 CC0772  NAD 83(1993)-  31 42 28.69245(N)    102 31 11.86004(W) AD(       ) 1
 CC0772  NAD 83(1986)-  31 42 28.69266(N)    102 31 11.85955(W) AD(       ) 1
 CC0772  NAD 27      -  31 42 28.22400(N)    102 31 10.33900(W) AD(       ) 1
 CC0772  NGVD 29 (07/19/86)  935.4    (m)         3069.     (f) VERT ANG       
 CC0772
 CC0772.Superseded values are not recommended for survey control.
 CC0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0772.See file dsdata.txt to determine how the superseded data were derived.
 CC0772
 CC0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR3502510742(NAD 83)
 CC0772_MARKER: DS = TRIANGULATION STATION DISK
 CC0772_SETTING: 0 = UNSPECIFIED SETTING
 CC0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0772+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 CC0772
 CC0772  HISTORY     - Date     Condition        Report By
 CC0772  HISTORY     - 1909     MONUMENTED       CGS
 CC0772  HISTORY     - 1935     MARK NOT FOUND   CGS
 CC0772  HISTORY     - 1937     GOOD             CGS
 CC0772  HISTORY     - 1938     GOOD             TXHD
 CC0772  HISTORY     - 1947     GOOD             PHILIP
 CC0772  HISTORY     - 1964     GOOD             USGS
 CC0772  HISTORY     - 20030801 GOOD             INDIV
 CC0772
 CC0772                          STATION DESCRIPTION
 CC0772
 CC0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CC0772'FOUR MILES DIRECT, ACROSS PASTURE, S 2 DEG W FROM DOURO, A
 CC0772'STATION OF THE TEXAS AND PACIFIC RAILWAY, ON ROUND-TOPPED KNOLL
 CC0772'NEAR THE S EDGE OF LARGE PLATEAU AND ON THE PROPERTY OF MR.
 CC0772'HENDERSON, ABOUT ONE-THIRD MILE S BY E FROM HIS RANCH HOUSE.
 CC0772'STATION MARK IS CAP STATION MARK SCREWED ON TOP OF 3-INCH PIPE
 CC0772'30 INCHES LONG WHICH IS EMBEDDED IN A CYLINDER OF CONCRETE
 CC0772'20 INCHES IN DIAMETER AND 30 INCHES LONG.  UNDERGROUND MARK IS
 CC0772'STANDARD DISK STATION MARK IN CONCRETE BLOCK.
 CC0772'REFERENCE MARK IS A 3/4-INCH IRON ROD 18 INCHES
 CC0772'LONG SET IN A CYLINDER OF CONCRETE 12 INCHES IN DIAMETER AND
 CC0772'20 INCHES LONG.  IT IS 20.541 METERS (67.39 FEET) FROM
 CC0772'STATION.  FOLLOWING DISTANCES AND
 CC0772'BEARINGS ARE FROM STATION--WINDMILL AT HENDERSONS WEST RANCH
 CC0772'HOUSE, ABOUT 500 METERS (1,640 FEET), N 13 DEG 19 MIN W.
 CC0772'DOURO, SECTION HOUSE, EAST DWELLING, 4 MILES, N 01 DEG 38 MIN E.
 CC0772'JUDKIN, SCHOOLHOUSE CUPOLA, 6.4 MILES
 CC0772'N 85 DEG 30 MIN W.
 CC0772
 CC0772                          STATION RECOVERY (1935)
 CC0772
 CC0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0772'THIS STATION WAS VISITED BY A LIGHTKEEPER AND NOT BY AN
 CC0772'OBSERVING PARTY.  THE STATION MARK AND REFERENCE MARK WERE
 CC0772'RECOVERED IN GOOD CONDITION.
 CC0772
 CC0772                          STATION RECOVERY (1937)
 CC0772
 CC0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CC0772'STATION RECOVERED.  MARKS IN GOOD CONDITION, ADDITIONAL REFERENCE
 CC0772'MARK AND AZIMUTH MARK ESTABLISHED.  REVISED DESCRIPTION AS
 CC0772'FOLLOWS--
 CC0772'
 CC0772'ABOUT 13-1/2 MILES SW OF ODESSA, AND 4 MILES S 2 DEG W OF DOURO
 CC0772'SIDING AND SECTION HOUSES ON TEXAS AND PACIFIC RAILWAY, ON SUMMIT
 CC0772'OF A SWELL NEAR S EDGE OF A TABLELAND, IN BRUSHY PASTURE.
 CC0772'
 CC0772'MARK IS A BENCH MARK CAP ON 3-INCH IRON PIPE PROJECTING ABOUT
 CC0772'3 INCHES.  IT IS SURROUNDED BY CALICHE ROCKS DUG UP FROM SIGNAL
 CC0772'FOUNDATIONS.  STAMPED DOURO 1909.
 CC0772'
 CC0772'REFERENCE MARK 1909 IS AN IRON ROD IN CONCRETE CYLINDER, FLUSH
 CC0772'WITH GROUND.
 CC0772'
 CC0772'REFERENCE MARK 1937, IS STANDARD TABLET SET IN CONCRETE WHICH
 CC0772'IS 22 INCHES DEEP AND IS KEYED INTO CALICHE BEDROCK.  MARK
 CC0772'PROJECTS 7 INCHES.  STAMPED DOURO 1909-1937.
 CC0772'
 CC0772'AZIMUTH MARK IS STANDARD TABLET IN CONCRETE, ON SUMMIT OF
 CC0772'RIDGE 1/2 MILE W OF STATION, WHICH OVERLOOKS VALLEY TO W, AND
 CC0772'PENWELL OIL FIELD.  REACHED FROM WINDMILL AND CONCRETE TANK
 CC0772'MENTIONED BELOW BY FOLLOWING TRAIL S 0.5 MILE TO POINT NEAR
 CC0772'SUMMIT OF SLIGHT GRADE.  THENCE LEFT, E ACROSS COUNTRY 200 YARDS,
 CC0772'TO TOP OF RIDGE AND AZIMUTH MARK.  MARK IS NEAR NORTHERLY END
 CC0772'OF THE RIDGE, IN A FLAT AREA WITH SPARSE GROWTH OF BRUSH.  MARK
 CC0772'PROJECTS ABOUT 8 INCHES.  TRUCK CAN BE DRIVEN CROSS COUNTRY
 CC0772'FROM AZIMUTH MARK TO STATION.
 CC0772'
 CC0772'REACHED FROM ODESSA BY U.S. HIGHWAY 80, SW 11.2 MILES TO DOURO
 CC0772'SECTION HOUSES.  ABOUT 100 YARDS BEYOND COMPOUND, TURN LEFT,
 CC0772'S, ON A BROAD GRADED DIRT ROAD AND FOLLOW IT S 3.2 MILES TO
 CC0772'POINT JUST PAST FIRST CURVE, AND ABOUT 200 YARDS N OF SOME SHEET
 CC0772'IRON BUILDINGS.  BEAR LEFT ONTO UNGRADED ROAD PASSING E OF
 CC0772'BUILDINGS, AND FOLLOW IT S 0.55 MILE TO WINDMILL AND CONCRETE
 CC0772'TANK.  TURN SQUARELY TO LEFT, E, ON TRAIL AND FOLLOW 0.8 MILE.
 CC0772'THENCE SHARPLY TO RIGHT, SW, ON ANOTHER TRAIL 0.25 MILE TO TOP
 CC0772'OF SLIGHT GRADE.  THENCE LEFT, SOUTHERLY ACROSS COUNTRY 0.2
 CC0772'MILE TO HIGHEST GROUND AND STATION.  THE HENDERSON RANCH
 CC0772'DESCRIBED IN 1909 IS DESTROYED, AND ONLY A FEW SIGNS OF IT
 CC0772'ARE LEFT.
 CC0772
 CC0772                          STATION RECOVERY (1938)
 CC0772
 CC0772'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0772'STATION WAS RECOVERED.  DESCRIPTION AS GIVEN IN REACHING STATION
 CC0772'IS SATISFACTORY.  STATION AND REFERENCE MARKS WERE FOUND IN
 CC0772'GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 CC0772'MARK.
 CC0772
 CC0772                          STATION RECOVERY (1947)
 CC0772
 CC0772'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CC0772'STATION, AZIMUTH, AND BOTH REFERENCE MARKS FOUND IN PERFECT
 CC0772'CONDITION AS DESCRIBED.  STATION MARK IS A DISK STAMPED DOURO
 CC0772'1909 1935.
 CC0772
 CC0772                          STATION RECOVERY (1964)
 CC0772
 CC0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CC0772'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31102-4, STATION 1003.
 CC0772'RECOVERED BY USGS IN 1964 AND REDESCRIBED AS FOLLOWS
 CC0772'TO REACH THE STATION FROM THE POST OFFICE IN ODESSA, ECTOR COUNTY,
 CC0772'TEXAS, PROCEED 1/2 BLOCK TO U.S. HIGHWAY 80, THENCE W. ON U.S. HIGHWAY
 CC0772'80 10.7 MI. TO GRAVEL T-RD. S., THENCE S. ON GRAVEL RD. 0.8 MI. TO
 CC0772'GATE, PASS THROUGH GATE AND CONTINUE S. 2.0 MI. TO SECOND GATE, PASS
 CC0772'THROUGH GATE AND CONTINUE S. 0.9 MI. TO T-RD. E., TURN E. AND FOLLOW
 CC0772'RD. E. AND S. 0.9 MI. TO T-RD. S., TURN E. AND FOLLOW DIM TRACK RD.
 CC0772'0.4 MI. ACROSS DRAIN TO TOP OF RIDGE AND STATION.
 CC0772'STATION MARK--STANDARD USC AND GS DISK STAMPED---DOURO 1909---,
 CC0772'SCREWED ON THE TOP OF A 3 IN. IRON PIPE.
 CC0772
 CC0772                          STATION RECOVERY (2003)
 CC0772
 CC0772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 CC0772'N 31 42.48 W 102 31.199
 CC0772'DOURO-1937 N31 42.466' W102 31.199'
 CC0772'1909 R0D N31 42.481' W102 31.185'
 CC0772' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0540 ***********************************************************************
 DP0540  DESIGNATION -  DOVE AZ MK
 DP0540  PID         -  DP0540
 DP0540  STATE/COUNTY-  TX/STONEWALL
 DP0540  USGS QUAD   -  SEVEN DIAMOND L CANYON (1981)
 DP0540
 DP0540                         *CURRENT SURVEY CONTROL
 DP0540  ___________________________________________________________________
 DP0540* NAD 83(1993)-  33 20 36.59429(N)    100 27 07.25374(W)     ADJUSTED  
 DP0540* NAVD 88     -       576.9    (meters)    1893.     (feet)  VERTCON   
 DP0540  ___________________________________________________________________
 DP0540  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 DP0540  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DP0540
 DP0540  HORZ ORDER  -  SECOND
 DP0540
 DP0540.The horizontal coordinates were established by classical geodetic methods
 DP0540.and adjusted by the National Geodetic Survey in February 1996..
 DP0540
 DP0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0540
 DP0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0540
 DP0540.The geoid height was determined by GEOID03.
 DP0540
 DP0540;                    North         East     Units Scale Factor Converg.
 DP0540;SPC TXNC     - 2,187,632.705   418,319.335   MT  0.99988555   -1 03 52.6
 DP0540;SPC TXNC     - 7,177,258.30  1,372,436.02   sFT  0.99988555   -1 03 52.6
 DP0540;UTM  14      - 3,690,309.464   364,881.085   MT  0.99982509   -0 47 53.6
 DP0540
 DP0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0540!SPC TXNC     -   0.99991368  x   0.99988555  =   0.99979924
 DP0540!UTM  14      -   0.99991368  x   0.99982509  =   0.99973879
 DP0540
 DP0540                          SUPERSEDED SURVEY CONTROL
 DP0540
 DP0540  NAD 83(1993)-  33 20 36.59767(N)    100 27 07.25173(W) AD(       ) 2
 DP0540  NAD 83(1986)-  33 20 36.59985(N)    100 27 07.24672(W) AD(       ) 2
 DP0540  NAD 27      -  33 20 36.27711(N)    100 27 05.84113(W) AD(       ) 2
 DP0540  NGVD 29 (07/19/86)  576.7    (m)         1892.     (f) VERT ANG       
 DP0540
 DP0540.Superseded values are not recommended for survey control.
 DP0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0540.See file dsdata.txt to determine how the superseded data were derived.
 DP0540
 DP0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6488190309(NAD 83)
 DP0540_MARKER: DZ = AZIMUTH MARK DISK
 DP0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0540+STABILITY: SURFACE MOTION
 DP0540
 DP0540  HISTORY     - Date     Condition        Report By
 DP0540  HISTORY     - 1978     MONUMENTED       NGS
 DP0540
 DP0540                          STATION DESCRIPTION
 DP0540
 DP0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DP0540'THE STATION IS ABOUT 18-1/2 MILES NORTHWEST OF ASPERMONT, 10
 DP0540'MILES NORTHEAST OF JAYTON, 9 MILES NORTH OF U.S. HIGHWAY 380,
 DP0540'4-1/2 MILES EAST OF THE KENT-STONEWALL COUNTY LINE, ALONG AN
 DP0540'EAST-WEST GRAVELED ROAD, ABOUT 1/2 MILE WEST OF A CURVE IN THE
 DP0540'ROAD TO THE SOUTH AND ON THE ROAD RIGHT-OF-WAY.
 DP0540'
 DP0540'TO REACH THE STATION FROM THE COURTHOUSE IN JAYTON, GO NORTH
 DP0540'ON STATE HIGHWAY 70 FOR 2.95 MILES TO A GRAVELED SIDE ROAD
 DP0540'RIGHT.  TURN RIGHT AND GO NORTHEASTERLY ON THE GRAVELED ROAD
 DP0540'FOR 3.65 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE ON
 DP0540'THE MAIN GRAVELED ROAD FOR 1.65 MILES TO A CATTLE GUARD AND A
 DP0540'HOUSE JUST AHEAD ON THE LEFT.  CONTINUE ON MAIN GRAVELED ROAD
 DP0540'FOR 6.35 MILES TO THE STATION ON THE LEFT JUST BEFORE
 DP0540'REACHING A RANCH HOUSE ON THE LEFT.
 DP0540'
 DP0540'STATION MARK, STAMPED---DOVE 1968 1978---, IS A STANDARD
 DP0540'AZIMUTH MARK DISK SET IN A 12-INCH ROUND CONCRETE POST WHICH
 DP0540'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 358
 DP0540'FEET WEST OF THE CENTER OF A DRIVEWAY LEADING TO A RANCH HOUSE,
 DP0540'40 FEET EAST OF A POWER POLE, 28 FEET EAST OF A FENCE CORNER,
 DP0540'24 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 4 FEET SOUTH-
 DP0540'SOUTHEAST OF A METAL WITNESS POST AND 2.5 FEET SOUTH OF A
 DP0540'FENCE.
 DP0540'
 DP0540'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 DP0540'A TRAVERSE TIE WAS MADE TO STATION DOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0412 ***********************************************************************
 BA0412  DESIGNATION -  DOVE MTN
 BA0412  PID         -  BA0412
 BA0412  STATE/COUNTY-  TX/BREWSTER
 BA0412  USGS QUAD   -  DOVE MOUNTAIN (1983)
 BA0412
 BA0412                         *CURRENT SURVEY CONTROL
 BA0412  ___________________________________________________________________
 BA0412* NAD 83(1993)-  29 45 15.26498(N)    102 50 48.56501(W)     ADJUSTED  
 BA0412* NAVD 88     -      1155.     (meters)    3789.     (feet)  SCALED    
 BA0412  ___________________________________________________________________
 BA0412  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BA0412  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BA0412
 BA0412  HORZ ORDER  -  THIRD
 BA0412
 BA0412.The horizontal coordinates were established by classical geodetic methods
 BA0412.and adjusted by the National Geodetic Survey in February 1996..
 BA0412
 BA0412.The orthometric height was scaled from a topographic map.
 BA0412
 BA0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0412
 BA0412.The geoid height was determined by GEOID03.
 BA0412
 BA0412;                    North         East     Units Scale Factor Converg.
 BA0412;SPC TXSC     - 4,219,007.018   228,031.205   MT  0.99988993   -1 53 04.6
 BA0412;SPC TXSC     -13,841,858.86    748,132.38   sFT  0.99988993   -1 53 04.6
 BA0412;UTM  13      - 3,293,495.795   708,203.710   MT  1.00013488   +1 04 08.3
 BA0412
 BA0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0412!SPC TXSC     -   0.99982201  x   0.99988993  =   0.99971196
 BA0412!UTM  13      -   0.99982201  x   1.00013488  =   0.99995687
 BA0412
 BA0412:                Primary Azimuth Mark                     Grid Az
 BA0412:SPC TXSC     -  BULLIS GAP                               075 40 55.7
 BA0412:UTM  13      -  BULLIS GAP                               072 43 42.8
 BA0412
 BA0412|---------------------------------------------------------------------|
 BA0412| PID    Reference Object                     Distance      Geod. Az  |
 BA0412|                                                           dddmmss.s |
 BA0412| BA0408 BULLIS GAP                          APPROX.26.1 KM 0734751.1 |
 BA0412|---------------------------------------------------------------------|
 BA0412
 BA0412                          SUPERSEDED SURVEY CONTROL
 BA0412
 BA0412  NAD 83(1986)-  29 45 15.25349(N)    102 50 48.58791(W) AD(       ) 3
 BA0412  NAD 27      -  29 45 14.55700(N)    102 50 47.04300(W) AD(       ) 3
 BA0412
 BA0412.Superseded values are not recommended for survey control.
 BA0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0412.See file dsdata.txt to determine how the superseded data were derived.
 BA0412
 BA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGN0820493496(NAD 83)
 BA0412_MARKER: DD = SURVEY DISK
 BA0412_SETTING: 66 = SET IN ROCK OUTCROP
 BA0412_SP_SET: SET IN ROCK OUTCROP
 BA0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0412+STABILITY: POSITION/ELEVATION WELL
 BA0412
 BA0412  HISTORY     - Date     Condition        Report By
 BA0412  HISTORY     - 1917     MONUMENTED       USGS
 BA0412
 BA0412                          STATION DESCRIPTION
 BA0412
 BA0412'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 BA0412'SITUATED ON HIGHEST POINT OF MIDDLE ONE OF THREE PEAKS FORMING DOVE
 BA0412'MOUNTAIN, ABOUT 24 MI. S. AND 5 MI. E. OF TESNUS RAILROAD STATION AND
 BA0412'POST OFFICE.
 BA0412'
 BA0412'STATION MARK - BRONZE TABLET CEMENTED IN SOLID ROCK.  ROCK CAIRN OVER
 BA0412'TABLET IS 6 FT. AT BASE AND 7 FT. HIGH.
 BA0412'
 BA0412'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0537 ***********************************************************************
 DP0537  DESIGNATION -  DOVE RESET
 DP0537  PID         -  DP0537
 DP0537  STATE/COUNTY-  TX/STONEWALL
 DP0537  USGS QUAD   -  SEVEN DIAMOND L CANYON (1981)
 DP0537
 DP0537                         *CURRENT SURVEY CONTROL
 DP0537  ___________________________________________________________________
 DP0537* NAD 83(1993)-  33 20 36.17132(N)    100 26 26.49098(W)     ADJUSTED  
 DP0537* NAVD 88     -       577.2    (meters)    1894.     (feet)  VERTCON   
 DP0537  ___________________________________________________________________
 DP0537  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 DP0537  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DP0537
 DP0537  HORZ ORDER  -  FIRST
 DP0537
 DP0537.The horizontal coordinates were established by classical geodetic methods
 DP0537.and adjusted by the National Geodetic Survey in February 1996..
 DP0537
 DP0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0537
 DP0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0537
 DP0537.The geoid height was determined by GEOID03.
 DP0537
 DP0537;                    North         East     Units Scale Factor Converg.
 DP0537;SPC TXNC     - 2,187,600.152   419,372.844   MT  0.99988554   -1 03 30.4
 DP0537;SPC TXNC     - 7,177,151.50  1,375,892.41   sFT  0.99988554   -1 03 30.4
 DP0537;UTM  14      - 3,690,281.812   365,934.667   MT  0.99982160   -0 47 31.2
 DP0537
 DP0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0537!SPC TXNC     -   0.99991364  x   0.99988554  =   0.99979919
 DP0537!UTM  14      -   0.99991364  x   0.99982160  =   0.99973526
 DP0537
 DP0537|---------------------------------------------------------------------|
 DP0537| PID    Reference Object                     Distance      Geod. Az  |
 DP0537|                                                           dddmmss.s |
 DP0537| CX7096 DOVE RM 3                            17.996 METERS 03943     |
 DP0537| CX7097 DOVE RM 4                            18.425 METERS 16644     |
 DP0537| DP0538 27 WHS                               23.222 METERS 24915     |
 DP0537| DP0540 DOVE AZ MK                          APPROX. 1.1 KM 2704241.1 |
 DP0537|---------------------------------------------------------------------|
 DP0537
 DP0537                          SUPERSEDED SURVEY CONTROL
 DP0537
 DP0537  NAD 83(1993)-  33 20 36.17478(N)    100 26 26.48896(W) AD(       ) 1
 DP0537  NAD 83(1986)-  33 20 36.17690(N)    100 26 26.48394(W) AD(       ) 1
 DP0537  NAD 27      -  33 20 35.85383(N)    100 26 25.07946(W) AD(       ) 1
 DP0537  NGVD 29 (07/19/86)  577.0    (m)         1893.     (f) VERT ANG       
 DP0537
 DP0537.Superseded values are not recommended for survey control.
 DP0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0537.See file dsdata.txt to determine how the superseded data were derived.
 DP0537
 DP0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB6593590282(NAD 83)
 DP0537_MARKER: DS = TRIANGULATION STATION DISK
 DP0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0537+STABILITY: SURFACE MOTION
 DP0537
 DP0537  HISTORY     - Date     Condition        Report By
 DP0537  HISTORY     - 1978     MONUMENTED       NGS
 DP0537  HISTORY     - 1969     SEE DESCRIPTION  CGS
 DP0537
 DP0537                          STATION DESCRIPTION
 DP0537
 DP0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DP0537'THE STATION WAS SET IN 1968 BUT NOT OCCUPIED.  MEASUREMENTS WAS
 DP0537'MADE TO THE REFERENCE MARKS.  THE MONUMENTS FOR ALL MARKS WAS
 DP0537'RECOVERED BUT THE DISKS WERE MISSING IN ALL.  27 WHS USGS
 DP0537'BENCH MARK (USED AS REFERENCE MARK 2) WAS FOUND INTACT.  THE
 DP0537'SURFACE MONUMENT FOR THE STATION WAS DUG UP AND A NEW MARK
 DP0537'WAS SET OVER THE UNDERGROUND MARK.  A NEW AZIMUTH MARK AND A
 DP0537'REFERENCE MARK 3 AND 4 WAS ESTABLISHED AT THIS TIME.  THE
 DP0537'DISTANCE TO THE USGS BENCH MARK CHECKED THE 1968 MEASURMENT
 DP0537'0.002 METER SHORTER.
 DP0537'
 DP0537'THE STATION IS ABOUT 18-1/2 MILES NORTHWEST OF ASPERMONT, 10
 DP0537'MILES NORTHEAST OF JAYTON, 9 MILES NORTH OF U.S. HIGHWAY 380,
 DP0537'4-1/2 MILES EAST OF THE KENT-STONEWALL COUNTY LINE, AT A CURVE
 DP0537'TO THE SOUTH ON AN EAST-WEST GRAVELED ROAD AND ON PROPERTY
 DP0537'OWNED BY MR. BOB CHILDRESS, ABILENE, TEXAS, PHONE NUMBER
 DP0537'915-673-6263.
 DP0537'
 DP0537'TO REACH THE STATION FROM THE COURTHOUSE IN JAYTON, GO NORTH
 DP0537'ON STATE HIGHWAY 70 FOR 2.95 MILES TO A GRAVELED SIDE ROAD
 DP0537'RIGHT.  TURN RIGHT AND GO NORTHEASTERLY ON THE GRAVELED ROAD
 DP0537'FOR 3.65 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE ON
 DP0537'THE MAIN GRAVELED ROAD FOR 1.65 MILES TO A CATTLE GUARD AND A
 DP0537'HOUSE JUST AHEAD ON THE LEFT.  CONTINUE ON MAIN GRAVELED ROAD
 DP0537'FOR 6.35 MILES TO THE AZIMUTH MARK ON THE LEFT JUST BEFORE
 DP0537'REACHING A RANCH HOUSE ON THE LEFT.  CONTINUE ON THE MAIN
 DP0537'GRAVELED ROAD FOR 0.65 MILE TO A CURVE RIGHT (SOUTH) IN THE
 DP0537'ROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 DP0537'
 DP0537'THE STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS
 DP0537'STAMPED---DOVE 1968 1978--- AND THE UNDERGROUND DISK IS
 DP0537'STAMPED---DOVE 1968---.  THE SURFACE DISK IS SET IN A 12-INCH
 DP0537'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE
 DP0537'AND THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 DP0537'CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 DP0537'104 FEET NORTHEAST OF THE CENTER OF THE CURVE IN THE ROAD, 85
 DP0537'FEET EAST-NORTHEAST OF A POWER POLE AND A FENCE POST WITH A
 DP0537'METAL WITNESS SIGN NAILED TO IT, 65 FEET EAST OF A FENCE
 DP0537'LINE, 60 FEET NORTH OF A FENCE LINE, 53 FEET EAST-NORTHEAST
 DP0537'OF THE CENTER OF A CATTLE GUARD, 40 FEET SOUTH OF THE
 DP0537'CENTER OF A GRAVELED ROAD (THE ONE THAT CROSSES THE
 DP0537'CATTLE GUARD) AND 39 FEET NORTHEAST OF A WOODEN POST WITH A
 DP0537'METAL WITNESS SIGN NAILED TO IT.
 DP0537'
 DP0537'REFERENCE MARK 3, STAMPED---DOVE 1968 NO 3 1978---, IS A
 DP0537'STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION
 DP0537'OF A BUILDING THAT HAS BEEN TORN DOWN.  IT IS IN THE SOUTHWEST
 DP0537'CORNER OF THE FOUNDATION (WHICH PROJECTS ABOUT 8 INCHES), 109
 DP0537'FEET NORTHEAST OF THE CENTER OF THE CATTLE GUARD, 105 FEET
 DP0537'NORTH OF A FENCE LINE, 102 FEET EAST OF A FENCE LINE AND 12
 DP0537'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD THAT CROSSES THE
 DP0537'CATTLE GUARD.
 DP0537'
 DP0537'REFERENCE MARK 4, STAMPED---DOVE 1968 NO 4 1978---, IS A
 DP0537'STANDARD DISK SET IN A 12-INCH ROUND CONCRETE POST WHICH
 DP0537'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 98
 DP0537'FEET EAST OF CENTER OF THE CURVE IN THE MAIN GRAVELED ROAD,
 DP0537'72 FEET EAST-SOUTHEAST OF THE CENTER OF THE CATTLE GUARD, 53
 DP0537'FEET EAST-SOUTHEAST OF THE WOODEN POST WITH A METAL WITNESS
 DP0537'SIGN NAILED TO IT AND 1 FOOT NORTH OF A FENCE LINE.
 DP0537'
 DP0537'AZIMUTH MARK, STAMPED---DOVE 1968 1978---, IS A STANDARD DISK
 DP0537'SET IN A 12-INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 6
 DP0537'INCHES ABOVE THE GROUND SURFACE.  IT IS 358 FEET WEST OF THE
 DP0537'CENTER OF A DRIVEWAY LEADING TO A RANCH HOUSE, 40 FEET EAST
 DP0537'OF A POWER POLE, 28 FEET EAST OF A FENCE CORNER, 24 FEET NORTH
 DP0537'OF CENTER OF THE GRAVELED ROAD, 4 FEET SOUTHEAST OF A METAL
 DP0537'WITNESS POST AND 2.5 FEET SOUTH OF A FENCE.
 DP0537'
 DP0537'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.4 METERS.
 DP0537
 DP0537                          STATION RECOVERY (1969)
 DP0537
 DP0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DP0537'STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK WAS DESTROYED
 DP0537'AT THE REQUEST OF THE WASHINGTON OFFICE.  OPERATIONS WERE TERMINATED
 DP0537'PRIOR TO IT BEING OCCUPIED.
 DP0537'
 DP0537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MI NE OF
 DP0537'JAYTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0427 ***********************************************************************
 AM0427  DESIGNATION -  DOW CHEM CO PLT A CHLORINE TK
 AM0427  PID         -  AM0427
 AM0427  STATE/COUNTY-  TX/BRAZORIA
 AM0427  USGS QUAD   -  FREEPORT (1974)
 AM0427
 AM0427                         *CURRENT SURVEY CONTROL
 AM0427  ___________________________________________________________________
 AM0427* NAD 83(1993)-  28 56 30.21753(N)    095 19 29.16394(W)     ADJUSTED  
 AM0427* NAVD 88     -                                                        
 AM0427  ___________________________________________________________________
 AM0427  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AM0427  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0427
 AM0427  HORZ ORDER  -  THIRD
 AM0427
 AM0427.The horizontal coordinates were established by classical geodetic methods
 AM0427.and adjusted by the National Geodetic Survey in February 1996..
 AM0427
 AM0427
 AM0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0427
 AM0427.The geoid height was determined by GEOID03.
 AM0427
 AM0427;                    North         East     Units Scale Factor Converg.
 AM0427;SPC TXSC     - 4,128,469.243   958,211.697   MT  0.99988663   +1 48 02.0
 AM0427;SPC TXSC     -13,544,819.51  3,143,732.88   sFT  0.99988663   +1 48 02.0
 AM0427;UTM  15      - 3,203,754.855   273,407.601   MT  1.00023365   -1 07 31.7
 AM0427
 AM0427                          SUPERSEDED SURVEY CONTROL
 AM0427
 AM0427  NAD 83(1986)-  28 56 30.22692(N)    095 19 29.14379(W) AD(       ) 4
 AM0427  NAD 27      -  28 56 29.33600(N)    095 19 28.36200(W) AD(       ) 3
 AM0427
 AM0427.Superseded values are not recommended for survey control.
 AM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0427.See file dsdata.txt to determine how the superseded data were derived.
 AM0427
 AM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7340803755(NAD 83)
 AM0427_MARKER: 53 = ELEVATED TANK
 AM0427
 AM0427  HISTORY     - Date     Condition        Report By
 AM0427  HISTORY     - 1954     FIRST OBSERVED   CGS
 AM0427  HISTORY     - 1960     GOOD             CGS
 AM0427
 AM0427                          STATION DESCRIPTION
 AM0427
 AM0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0427'THE STATION IS LOCATED IN BLOCK A-5 OF DOW CHEMICAL COMPANYS
 AM0427'PLANT A.
 AM0427'
 AM0427'IT IS A FOUR LEGGED STEEL STRUCTURE, SUPPORTING A CONICAL
 AM0427'TYPE TANK OF 125,000 GALLON CAPACITY, PAINTED RED AND WHITE
 AM0427'WITH THE LETTERS DOW PAINTED ON THE NORTH AND SOUTH SIDES
 AM0427'OF THE TANK.  THE TOP OF TANK IS 130 FEET HIGH AND THERE
 AM0427'ARE FLOODLIGHTS AROUND THE TOP SIDE OF THE TANK.
 AM0427'
 AM0427'THE STRUCTURE WAS ERECTED IN 1941 AND IS OWNED AND OPERATED
 AM0427'BY THE DOW CHEMICAL COMPANY.
 AM0427'
 AM0427'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 AM0427
 AM0427                          STATION RECOVERY (1960)
 AM0427
 AM0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0427'STATION RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 AM0427'IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0423 ***********************************************************************
 AM0423  DESIGNATION -  DOW CHEM CO PLT A ORGANIC TANK
 AM0423  PID         -  AM0423
 AM0423  STATE/COUNTY-  TX/BRAZORIA
 AM0423  USGS QUAD   -  FREEPORT (1974)
 AM0423
 AM0423                         *CURRENT SURVEY CONTROL
 AM0423  ___________________________________________________________________
 AM0423* NAD 83(1993)-  28 56 48.42090(N)    095 18 52.67232(W)     ADJUSTED  
 AM0423* NAVD 88     -                                                        
 AM0423  ___________________________________________________________________
 AM0423  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AM0423  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AM0423
 AM0423  HORZ ORDER  -  THIRD
 AM0423
 AM0423.The horizontal coordinates were established by classical geodetic methods
 AM0423.and adjusted by the National Geodetic Survey in February 1996..
 AM0423
 AM0423
 AM0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0423
 AM0423.The geoid height was determined by GEOID03.
 AM0423
 AM0423;                    North         East     Units Scale Factor Converg.
 AM0423;SPC TXSC     - 4,129,060.427   959,181.689   MT  0.99988603   +1 48 19.8
 AM0423;SPC TXSC     -13,546,759.08  3,146,915.26   sFT  0.99988603   +1 48 19.8
 AM0423;UTM  15      - 3,204,295.937   274,406.851   MT  1.00022807   -1 07 14.7
 AM0423
 AM0423                          SUPERSEDED SURVEY CONTROL
 AM0423
 AM0423  NAD 83(1986)-  28 56 48.42988(N)    095 18 52.65217(W) AD(       ) 4
 AM0423  NAD 27      -  28 56 47.54200(N)    095 18 51.87300(W) AD(       ) 3
 AM0423
 AM0423.Superseded values are not recommended for survey control.
 AM0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0423.See file dsdata.txt to determine how the superseded data were derived.
 AM0423
 AM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7440704296(NAD 83)
 AM0423_MARKER: 53 = ELEVATED TANK
 AM0423_SETTING: 0 = UNSPECIFIED SETTING
 AM0423_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AM0423
 AM0423  HISTORY     - Date     Condition        Report By
 AM0423  HISTORY     - 1954     FIRST OBSERVED   CGS
 AM0423  HISTORY     - 1960     GOOD             CGS
 AM0423  HISTORY     - 1963     GOOD             CGS
 AM0423  HISTORY     - 1978     GOOD             NGS
 AM0423  HISTORY     - 1979     GOOD             NOS
 AM0423  HISTORY     - 1982     GOOD             NOS
 AM0423  HISTORY     - 1984     GOOD             DMA
 AM0423
 AM0423                          STATION DESCRIPTION
 AM0423
 AM0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0423'THE STATION IS LOCATED IN BLOCK A-26 OF DOW CHEMICAL
 AM0423'COMPANYS PLANT A.
 AM0423'
 AM0423'IT IS A SIX LEGGED STEEL STRUCTURE, SUPPORTING AN ELLIPTICAL
 AM0423'TYPE TANK OF 250,000 GALLON CAPACITY, PAINTED RED AND
 AM0423'WHITE WITH THE LETTERS DOW PAINTED ON THE NORTH AND SOUTH
 AM0423'SIDES OF THE TANK.  THE TOP OF THE TANK IS 180 FEET HIGH
 AM0423'AND THERE IS A RED BEACON LIGHT ON THE TOP.
 AM0423'
 AM0423'THE STRUCTURE WAS ERECTED IN 1949 AND IS OWNED AND OPERATED
 AM0423'BY THE DOW CHEMICAL COMPANY.
 AM0423'
 AM0423'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 AM0423
 AM0423                          STATION RECOVERY (1960)
 AM0423
 AM0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0423'STATION RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 AM0423'IS GOOD.
 AM0423
 AM0423                          STATION RECOVERY (1963)
 AM0423
 AM0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0423'THE WATER TANK IS AS PREVIOUSLY DESCRIBED IN THE 1954 DESCRIPTION,
 AM0423'WHICH IS ADEQUATE.
 AM0423
 AM0423                          STATION RECOVERY (1978)
 AM0423
 AM0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0423'THE STATION, FREEPORT DOW CHEMICAL COMPANY PLANT A ORGANIC
 AM0423'WATER TANK, WAS RECOVERED.  THE ORIGINAL NAME ASSIGNED TO
 AM0423'THIS STATION WAS DOW CHEMICAL CO PLANT A ORGANIC WATER TANK.
 AM0423'IT WAS NOTED THAT THE TANK IS 130 FEET IN HEIGHT.
 AM0423
 AM0423                          STATION RECOVERY (1979)
 AM0423
 AM0423'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0423'RECOVERED AS PREVIOUSLY DESCRIBED.
 AM0423
 AM0423                          STATION RECOVERY (1982)
 AM0423
 AM0423'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0423'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AM0423
 AM0423                          STATION RECOVERY (1984)
 AM0423
 AM0423'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (AP)
 AM0423'OBSERVED THE BOTTOM CENTER OF THE TANK RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0422 ***********************************************************************
 AM0422  DESIGNATION -  DOW CHEM CO PLT A RADAR DOME
 AM0422  PID         -  AM0422
 AM0422  STATE/COUNTY-  TX/BRAZORIA
 AM0422  USGS QUAD   -  FREEPORT (1974)
 AM0422
 AM0422                         *CURRENT SURVEY CONTROL
 AM0422  ___________________________________________________________________
 AM0422* NAD 83(1993)-  28 56 38.82009(N)    095 19 14.32248(W)     ADJUSTED  
 AM0422* NAVD 88     -                                                        
 AM0422  ___________________________________________________________________
 AM0422  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AM0422  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0422
 AM0422  HORZ ORDER  -  THIRD
 AM0422
 AM0422.The horizontal coordinates were established by classical geodetic methods
 AM0422.and adjusted by the National Geodetic Survey in February 1996..
 AM0422
 AM0422
 AM0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0422
 AM0422.The geoid height was determined by GEOID03.
 AM0422
 AM0422;                    North         East     Units Scale Factor Converg.
 AM0422;SPC TXSC     - 4,128,746.568   958,605.052   MT  0.99988634   +1 48 09.2
 AM0422;SPC TXSC     -13,545,729.37  3,145,023.41   sFT  0.99988634   +1 48 09.2
 AM0422;UTM  15      - 3,204,011.826   273,814.740   MT  1.00023137   -1 07 24.8
 AM0422
 AM0422                          SUPERSEDED SURVEY CONTROL
 AM0422
 AM0422  NAD 83(1986)-  28 56 38.82945(N)    095 19 14.30236(W) AD(       ) 4
 AM0422  NAD 27      -  28 56 37.93900(N)    095 19 13.52200(W) AD(       ) 3
 AM0422
 AM0422.Superseded values are not recommended for survey control.
 AM0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0422.See file dsdata.txt to determine how the superseded data were derived.
 AM0422
 AM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7381504012(NAD 83)
 AM0422_MARKER: 26 = SPHERICAL RADOME
 AM0422
 AM0422  HISTORY     - Date     Condition        Report By
 AM0422  HISTORY     - 1954     FIRST OBSERVED   CGS
 AM0422  HISTORY     - 1960     GOOD             CGS
 AM0422
 AM0422                          STATION DESCRIPTION
 AM0422
 AM0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0422'THE STATION IS LOCATED IN THE 800 BLOCK OF DOW CHEMICAL
 AM0422'COMPANYS PLANT A, ON THE ROOF OF NUMBER 1 POWER HOUSE BUILDING
 AM0422'NO. A-802.
 AM0422'
 AM0422'IT IS A DOMED SHAPE STRUCTURE, BUILT OF A DARK PLASTIC MATERIAL,
 AM0422'WITH A DIAMETER OF 14 FEET 8 INCHES.  THE TOP OF THE DOME
 AM0422'IS 107 FEET ABOVE THE GROUND.
 AM0422'
 AM0422'THE STRUCTURE WAS ERECTED IN 1950 AND IS OWNED BY THE DOW
 AM0422'CHEMICAL COMPANY.
 AM0422'
 AM0422'THE POINT INTERSECTED WAS THE TOP CENTER OF THE DOME.
 AM0422
 AM0422                          STATION RECOVERY (1960)
 AM0422
 AM0422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0422'STATION RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 AM0422'IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0426 ***********************************************************************
 AM0426  DESIGNATION -  DOW CHEM CO PLT A SHOP TANK
 AM0426  PID         -  AM0426
 AM0426  STATE/COUNTY-  TX/BRAZORIA
 AM0426  USGS QUAD   -  FREEPORT (1974)
 AM0426
 AM0426                         *CURRENT SURVEY CONTROL
 AM0426  ___________________________________________________________________
 AM0426* NAD 83(1993)-  28 56 46.70673(N)    095 19 18.93599(W)     ADJUSTED  
 AM0426* NAVD 88     -                                                        
 AM0426  ___________________________________________________________________
 AM0426  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AM0426  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AM0426
 AM0426  HORZ ORDER  -  THIRD
 AM0426
 AM0426.The horizontal coordinates were established by classical geodetic methods
 AM0426.and adjusted by the National Geodetic Survey in February 1996..
 AM0426
 AM0426
 AM0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0426
 AM0426.The geoid height was determined by GEOID03.
 AM0426
 AM0426;                    North         East     Units Scale Factor Converg.
 AM0426;SPC TXSC     - 4,128,985.301   958,472.556   MT  0.99988609   +1 48 07.0
 AM0426;SPC TXSC     -13,546,512.61  3,144,588.71   sFT  0.99988609   +1 48 07.0
 AM0426;UTM  15      - 3,204,257.097   273,694.563   MT  1.00023204   -1 07 27.4
 AM0426
 AM0426                          SUPERSEDED SURVEY CONTROL
 AM0426
 AM0426  NAD 83(1986)-  28 56 46.71608(N)    095 19 18.91583(W) AD(       ) 4
 AM0426  NAD 27      -  28 56 45.82600(N)    095 19 18.13500(W) AD(       ) 3
 AM0426
 AM0426.Superseded values are not recommended for survey control.
 AM0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0426.See file dsdata.txt to determine how the superseded data were derived.
 AM0426
 AM0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7369504257(NAD 83)
 AM0426_MARKER: 53 = ELEVATED TANK
 AM0426
 AM0426  HISTORY     - Date     Condition        Report By
 AM0426  HISTORY     - 1954     FIRST OBSERVED   CGS
 AM0426  HISTORY     - 1960     GOOD             CGS
 AM0426
 AM0426                          STATION DESCRIPTION
 AM0426
 AM0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0426'THE STATION IS LOCATED IN BLOCK A-7 OF THE DOW CHEMICAL
 AM0426'COMPANYS PLANT A.
 AM0426'
 AM0426'IT IS A FOUR LEGGED STEEL STRUCTURE, SUPPORTING A CONICAL
 AM0426'TYPE TANK OF 125,000 GALLON CAPACITY, PAINTED RED AND WHITE
 AM0426'WITH THE LETTERS DOW PAINTED ON THE NORTH AND SOUTH SIDES
 AM0426'OF THE TANK.  THE TOP OF THE TANK IS 130 FEET HIGH AND THERE
 AM0426'ARE FLOODLIGHTS AROUND THE TOP SIDE OF THE TANK.
 AM0426'
 AM0426'THE STRUCTURE WAS ERECTED IN 1940 AND IS OWNED AND OPERATED
 AM0426'BY THE DOW CHEMICAL COMPANY.
 AM0426'
 AM0426'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 AM0426
 AM0426                          STATION RECOVERY (1960)
 AM0426
 AM0426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0426'STATION RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 AM0426'IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0454 ***********************************************************************
 AM0454  DESIGNATION -  DOW CHEM CO PLT B MAGNESIUM TK
 AM0454  PID         -  AM0454
 AM0454  STATE/COUNTY-  TX/BRAZORIA
 AM0454  USGS QUAD   -  JONES CREEK (1974)
 AM0454
 AM0454                         *CURRENT SURVEY CONTROL
 AM0454  ___________________________________________________________________
 AM0454* NAD 83(1993)-  28 59 08.53002(N)    095 23 12.73597(W)     ADJUSTED  
 AM0454* NAVD 88     -                                                        
 AM0454  ___________________________________________________________________
 AM0454  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AM0454  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AM0454
 AM0454  HORZ ORDER  -  THIRD
 AM0454
 AM0454.The horizontal coordinates were established by classical geodetic methods
 AM0454.and adjusted by the National Geodetic Survey in February 1996..
 AM0454
 AM0454
 AM0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0454
 AM0454.The geoid height was determined by GEOID03.
 AM0454
 AM0454;                    North         East     Units Scale Factor Converg.
 AM0454;SPC TXSC     - 4,133,151.795   952,010.110   MT  0.99988169   +1 46 12.4
 AM0454;SPC TXSC     -13,560,182.18  3,123,386.50   sFT  0.99988169   +1 46 12.4
 AM0454;UTM  15      - 3,208,749.766   267,451.000   MT  1.00026740   -1 09 25.8
 AM0454
 AM0454                          SUPERSEDED SURVEY CONTROL
 AM0454
 AM0454  NAD 83(1986)-  28 59 08.53964(N)    095 23 12.71470(W) AD(       ) 4
 AM0454  NAD 27      -  28 59 07.65100(N)    095 23 11.92900(W) AD(       ) 3
 AM0454
 AM0454.Superseded values are not recommended for survey control.
 AM0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0454.See file dsdata.txt to determine how the superseded data were derived.
 AM0454
 AM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6745108750(NAD 83)
 AM0454_MARKER: 53 = ELEVATED TANK
 AM0454
 AM0454  HISTORY     - Date     Condition        Report By
 AM0454  HISTORY     - 1954     FIRST OBSERVED   CGS
 AM0454  HISTORY     - 1960     GOOD             CGS
 AM0454  HISTORY     - 19940419 GOOD             USPSQD
 AM0454
 AM0454                          STATION DESCRIPTION
 AM0454
 AM0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0454'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF BLOCK B-4
 AM0454'OF THE DOW CHEMICAL COMPANYS PLANT B.
 AM0454'
 AM0454'IT IS A FOUR LEGGED STEEL STRUCTURE, SUPPORTING A CONICAL TYPE
 AM0454'TANK OF 125,000 GALLON CAPACITY, PAINTED RED AND WHITE WITH
 AM0454'THE LETTERS DOW PAINTED ON THE NORTH AND SOUTH SIDES OF THE
 AM0454'TANK.  THE TOP OF THE TANK IS 130 FEET HIGH AND THERE ARE
 AM0454'FLOOD-LIGHTS AROUND THE TOP SIDE OF THE TANK.
 AM0454'
 AM0454'THE STRUCTURE WAS ERECTED IN 1942 AND IS OWNED AND OPERATED
 AM0454'BY THE DOW CHEMICAL COMPANY.
 AM0454'
 AM0454'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 AM0454
 AM0454                          STATION RECOVERY (1960)
 AM0454
 AM0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0454'STATION RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 AM0454'IS COMPLETE.
 AM0454
 AM0454                          STATION RECOVERY (1994)
 AM0454
 AM0454'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0457 ***********************************************************************
 AM0457  DESIGNATION -  DOW CHEM CO PLT B OVERPASS TK
 AM0457  PID         -  AM0457
 AM0457  STATE/COUNTY-  TX/BRAZORIA
 AM0457  USGS QUAD   -  JONES CREEK (1974)
 AM0457
 AM0457                         *CURRENT SURVEY CONTROL
 AM0457  ___________________________________________________________________
 AM0457* NAD 83(1993)-  28 59 33.51935(N)    095 23 43.35400(W)     ADJUSTED  
 AM0457* NAVD 88     -                                                        
 AM0457  ___________________________________________________________________
 AM0457  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AM0457  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AM0457
 AM0457  HORZ ORDER  -  THIRD
 AM0457
 AM0457.The horizontal coordinates were established by classical geodetic methods
 AM0457.and adjusted by the National Geodetic Survey in February 1996..
 AM0457
 AM0457
 AM0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0457
 AM0457.The geoid height was determined by GEOID03.
 AM0457
 AM0457;                    North         East     Units Scale Factor Converg.
 AM0457;SPC TXSC     - 4,133,895.132   951,158.064   MT  0.99988097   +1 45 57.4
 AM0457;SPC TXSC     -13,562,620.95  3,120,591.08   sFT  0.99988097   +1 45 57.4
 AM0457;UTM  15      - 3,209,535.953   266,637.712   MT  1.00027207   -1 09 41.6
 AM0457
 AM0457                          SUPERSEDED SURVEY CONTROL
 AM0457
 AM0457  NAD 83(1986)-  28 59 33.52896(N)    095 23 43.33274(W) AD(       ) 4
 AM0457  NAD 27      -  28 59 32.64000(N)    095 23 42.54700(W) AD(       ) 3
 AM0457
 AM0457.Superseded values are not recommended for survey control.
 AM0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0457.See file dsdata.txt to determine how the superseded data were derived.
 AM0457
 AM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6663809536(NAD 83)
 AM0457_MARKER: 53 = ELEVATED TANK
 AM0457
 AM0457  HISTORY     - Date     Condition        Report By
 AM0457  HISTORY     - 1954     FIRST OBSERVED   CGS
 AM0457  HISTORY     - 1960     GOOD             CGS
 AM0457  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AM0457
 AM0457                          STATION DESCRIPTION
 AM0457
 AM0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0457'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF BLOCK B-17
 AM0457'OF DOW CHEMICAL COMPANYS PLANT B.
 AM0457'
 AM0457'IT IS A SIX LEGGED STEEL STRUCTURE, SUPPORTING AN ELLIPTICAL TYPE
 AM0457'TANK OF 250,000 GALLON CAPACITY, PAINTED RED AND WHITE WITH
 AM0457'THE LETTERS DOW PAINTED ON THE NORTH AND SOUTH SIDES OF THE
 AM0457'TANK.  THE TOP OF THE TANK IS 180 FEET HIGH AND THERE IS A RED
 AM0457'BEACON LIGHT ON THE TOP.
 AM0457'
 AM0457'THE STRUCTURE WAS ERECTED IN 1951 AND IS OWNED AND OPERATED
 AM0457'BY THE DOW CHEMICAL COMPANY.
 AM0457'
 AM0457'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 AM0457
 AM0457                          STATION RECOVERY (1960)
 AM0457
 AM0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0457'STATION RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 AM0457'IS COMPLETE.
 AM0457
 AM0457                          STATION RECOVERY (1994)
 AM0457
 AM0457'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0453 ***********************************************************************
 AM0453  DESIGNATION -  DOW CHEM PLT B TURN BASIN TK
 AM0453  PID         -  AM0453
 AM0453  STATE/COUNTY-  TX/BRAZORIA
 AM0453  USGS QUAD   -  JONES CREEK (1974)
 AM0453
 AM0453                         *CURRENT SURVEY CONTROL
 AM0453  ___________________________________________________________________
 AM0453* NAD 83(1993)-  28 59 31.17913(N)    095 23 00.22784(W)     ADJUSTED  
 AM0453* NAVD 88     -                                                        
 AM0453  ___________________________________________________________________
 AM0453  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AM0453  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AM0453
 AM0453  HORZ ORDER  -  THIRD
 AM0453
 AM0453.The horizontal coordinates were established by classical geodetic methods
 AM0453.and adjusted by the National Geodetic Survey in February 1996..
 AM0453
 AM0453
 AM0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0453
 AM0453.The geoid height was determined by GEOID03.
 AM0453
 AM0453;                    North         East     Units Scale Factor Converg.
 AM0453;SPC TXSC     - 4,133,859.155   952,326.947   MT  0.99988103   +1 46 18.6
 AM0453;SPC TXSC     -13,562,502.91  3,124,425.99   sFT  0.99988103   +1 46 18.6
 AM0453;UTM  15      - 3,209,440.287   267,803.685   MT  1.00026537   -1 09 20.6
 AM0453
 AM0453                          SUPERSEDED SURVEY CONTROL
 AM0453
 AM0453  NAD 83(1986)-  28 59 31.18874(N)    095 23 00.20659(W) AD(       ) 4
 AM0453  NAD 27      -  28 59 30.30000(N)    095 22 59.42300(W) AD(       ) 3
 AM0453
 AM0453.Superseded values are not recommended for survey control.
 AM0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0453.See file dsdata.txt to determine how the superseded data were derived.
 AM0453
 AM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6780409440(NAD 83)
 AM0453_MARKER: 53 = ELEVATED TANK
 AM0453
 AM0453  HISTORY     - Date     Condition        Report By
 AM0453  HISTORY     - 1954     FIRST OBSERVED   CGS
 AM0453  HISTORY     - 1960     GOOD             CGS
 AM0453  HISTORY     - 19940419 GOOD             USPSQD
 AM0453
 AM0453                          STATION DESCRIPTION
 AM0453
 AM0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0453'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF BLOCK B-1
 AM0453'OF DOW CHEMICAL COMPANYS PLANT B.
 AM0453'
 AM0453'IT IS A FOUR LEGGED STEEL STRUCTURE, SUPPORTING A CONICAL
 AM0453'TYPE TANK OF 125,000 GALLON CAPACITY, PAINTED RED AND WHITE
 AM0453'WITH THE LETTERS DOW PAINTED ON THE NORTH AND SOUTH SIDES
 AM0453'OF THE TANK.  THE TOP OF THE TANK IS 130 FEET HIGH AND THERE
 AM0453'ARE FLOODLIGHTS AROUND THE TOP SIDE OF THE TANK.
 AM0453'
 AM0453'THE STRUCTURE WAS ERECTED IN 1942 AND IS OWNED AND OPERATED
 AM0453'BY THE DOW CHEMICAL COMPANY.
 AM0453'
 AM0453'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 AM0453
 AM0453                          STATION RECOVERY (1960)
 AM0453
 AM0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0453'STATION RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 AM0453'IS COMPLETE.
 AM0453
 AM0453                          STATION RECOVERY (1994)
 AM0453
 AM0453'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6857 ***********************************************************************
 AW6857  DESIGNATION -  DOW HARRIS RESERVOIR MAST
 AW6857  PID         -  AW6857
 AW6857  STATE/COUNTY-  TX/BRAZORIA
 AW6857  USGS QUAD   -  EAST COLUMBIA (1980)
 AW6857
 AW6857                         *CURRENT SURVEY CONTROL
 AW6857  ___________________________________________________________________
 AW6857* NAD 83(1993)-  29 14 34.02402(N)    095 33 40.63926(W)     ADJUSTED  
 AW6857* NAVD 88     -                                                        
 AW6857  ___________________________________________________________________
 AW6857  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AW6857  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW6857
 AW6857  HORZ ORDER  -  THIRD
 AW6857
 AW6857.The horizontal coordinates were established by classical geodetic methods
 AW6857.and adjusted by the National Geodetic Survey in February 1996..
 AW6857
 AW6857
 AW6857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6857
 AW6857.The geoid height was determined by GEOID03.
 AW6857
 AW6857;                    North         East     Units Scale Factor Converg.
 AW6857;SPC TXSC     - 4,161,117.835   934,184.859   MT  0.99986453   +1 41 04.8
 AW6857;SPC TXSC     -13,651,934.10  3,064,904.82   sFT  0.99986453   +1 41 04.8
 AW6857;UTM  15      - 3,237,603.723   251,072.195   MT  1.00036469   -1 15 06.7
 AW6857
 AW6857                          SUPERSEDED SURVEY CONTROL
 AW6857
 AW6857  NAD 83(1986)-  29 14 34.03603(N)    095 33 40.62380(W) AD(       ) 4
 AW6857  NAD 27      -  29 14 33.16000(N)    095 33 39.83000(W) AD(       ) 3
 AW6857
 AW6857.Superseded values are not recommended for survey control.
 AW6857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6857.See file dsdata.txt to determine how the superseded data were derived.
 AW6857
 AW6857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5107237604(NAD 83)
 AW6857
 AW6857  HISTORY     - Date     Condition        Report By
 AW6857  HISTORY     - 1954     FIRST OBSERVED   CGS
 AW6857  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AW6857
 AW6857                          STATION DESCRIPTION
 AW6857
 AW6857'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AW6857'THE STATION IS THE TOP CENTER OF THE MAST LOCATED ABOUT
 AW6857'11.5 MILES WEST OF DANBURY, 9 MILES NORTHEAST OF WEST COLUMBIA,
 AW6857'8 MILES NORTHWEST OF ANGLETON AND AT THE PUMPING STATION
 AW6857'ON THE WEST EDGE OF THE DOW HARRIS RESERVOIR.
 AW6857'
 AW6857'THE MAST IS A TRIANGULAR SHAPED STEEL STRUCTURE 80 FEET HIGH
 AW6857'AND PAINTED RED AND WHITE IN ALTERNATE SECTIONS.
 AW6857
 AW6857                          STATION RECOVERY (1998)
 AW6857
 AW6857'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0866 ***********************************************************************
 GK0866  DESIGNATION -  DOWDY
 GK0866  PID         -  GK0866
 GK0866  STATE/COUNTY-  TX/HANSFORD
 GK0866  USGS QUAD   -  MORSE (1974)
 GK0866
 GK0866                         *CURRENT SURVEY CONTROL
 GK0866  ___________________________________________________________________
 GK0866* NAD 83(1993)-  36 03 59.45473(N)    101 25 56.65465(W)     ADJUSTED  
 GK0866* NAVD 88     -       978.     (meters)    3209.     (feet)  SCALED    
 GK0866  ___________________________________________________________________
 GK0866  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 GK0866  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GK0866
 GK0866  HORZ ORDER  -  FIRST
 GK0866
 GK0866.The horizontal coordinates were established by classical geodetic methods
 GK0866.and adjusted by the National Geodetic Survey in February 1996..
 GK0866
 GK0866.The orthometric height was scaled from a topographic map.
 GK0866
 GK0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0866
 GK0866.The geoid height was determined by GEOID03.
 GK0866
 GK0866;                    North         East     Units Scale Factor Converg.
 GK0866;SPC TX N     - 1,229,260.825   206,089.423   MT  0.99997484   +0 02 21.0
 GK0866;SPC TX N     - 4,032,999.89    676,145.05   sFT  0.99997484   +0 02 21.0
 GK0866;UTM  14      - 3,994,064.520   280,937.082   MT  1.00019134   -1 25 57.3
 GK0866
 GK0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0866!SPC TX N     -   0.99985068  x   0.99997484  =   0.99982552
 GK0866!UTM  14      -   0.99985068  x   1.00019134  =   1.00004199
 GK0866
 GK0866|---------------------------------------------------------------------|
 GK0866| PID    Reference Object                     Distance      Geod. Az  |
 GK0866|                                                           dddmmss.s |
 GK0866| CM7964 DOWDY RM 1                           17.502 METERS 09320     |
 GK0866| CM7965 DOWDY RM 2                           26.764 METERS 22326     |
 GK0866| CM7963 DOWDY AZ MK                                        2704326.8 |
 GK0866|---------------------------------------------------------------------|
 GK0866
 GK0866                          SUPERSEDED SURVEY CONTROL
 GK0866
 GK0866  NAD 83(1993)-  36 03 59.45454(N)    101 25 56.65529(W) AD(       ) 1
 GK0866  NAD 83(1986)-  36 03 59.46351(N)    101 25 56.64217(W) AD(       ) 1
 GK0866  NAD 27      -  36 03 59.33800(N)    101 25 55.05300(W) AD(       ) 1
 GK0866
 GK0866.Superseded values are not recommended for survey control.
 GK0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0866.See file dsdata.txt to determine how the superseded data were derived.
 GK0866
 GK0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8093794065(NAD 83)
 GK0866_MARKER: DS = TRIANGULATION STATION DISK
 GK0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0866
 GK0866  HISTORY     - Date     Condition        Report By
 GK0866  HISTORY     - 1952     MONUMENTED       CGS
 GK0866
 GK0866                          STATION DESCRIPTION
 GK0866
 GK0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK0866'THE STATION IS LOCATED ABOUT 17 MILES NORTH-NORTHWEST OF
 GK0866'STINNETT.  14-1/2 MILES EAST OF SUNRAY.  2-1/2 MILES EAST OF
 GK0866'MORSE.  1/2 MILE EAST OF SOME RANCH BUILDINGS.  1/4 MILE NORTH
 GK0866'OF TWO STEEL GRANARIES.  ON A SMALL FENCED PLOT OF GROUND ABOUT
 GK0866'25 YARDS EAST-NORTHEAST OF A STEEL CATTLE GUARD.
 GK0866'
 GK0866'TO REACH THE STATION FROM THE MORSE POST OFFICE, GO EAST FOR 0.75
 GK0866'MILE.  TURN RIGHT AND GO SOUTH FOR 0.7 MILE TO A CROSS ROAD.  TURN
 GK0866'LEFT AND GO EAST FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 GK0866'AND GO NORTH FOR 1.0 MILE TO A CATTLE GUARD ON THE RIGHT AND THE
 GK0866'AZIMUTH MARK 11 YARDS SOUTHWEST OF THE SOUTH END OF THE
 GK0866'CATTLE GUARD.  TURN RIGHT, PASS THROUGH THE CATTLE GUARD
 GK0866'AND FOLLOW THE TRACK ROAD EAST FOR 0.6 MILE TO A CATTLE
 GK0866'GUARD AND THE STATION 25 YARDS EAST-NORTHEAST OF THE CATTLE
 GK0866'GUARD, IN THE SMALL FENCED IN AREA ON THE LEFT.
 GK0866'
 GK0866'THE STATION MARK, STAMPED DOWDY 1952, IS A BRONZE DISK SET IN
 GK0866'A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 10 FEET
 GK0866'NORTH OF AN EAST-WEST FENCE LINE AND 8 FEET NORTH OF A WHITE
 GK0866'WITNESS POST.
 GK0866'
 GK0866'REFERENCE MARK NO. 1, STAMPED DOWDY NO 1 1952, IS A BRONZE
 GK0866'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 6 INCHES AND
 GK0866'IS 1 FOOT NORTH OF THE FENCE LINE.
 GK0866'
 GK0866'REFERENCE MARK NO. 2, STAMPED DOWDY NO 2 1952, IS A BRONZE DISK
 GK0866'SET IN A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 GK0866'6 YARDS SOUTHEAST OF THE CATTLE GUARD AND 1 FOOT SOUTHEAST OF
 GK0866'A FENCE CORNER.
 GK0866'
 GK0866'THE AZIMUTH MARK, STAMPED DOWDY 1952, IS A BRONZE DISK SET IN
 GK0866'A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 0.1 MILE
 GK0866'SOUTH OF SOME RANCH BUILDINGS.  12 YARDS EAST OF THE CENTER
 GK0866'OF A DIRT ROAD.  4 YARDS EAST OF A TELEPHONE LINE AND 1 FOOT
 GK0866'SOUTHEAST OF A FENCE LINE.
 GK0866'
 GK0866'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0848 ***********************************************************************
 BP0848  DESIGNATION -  DOWNIE
 BP0848  PID         -  BP0848
 BP0848  STATE/COUNTY-  TX/PECOS
 BP0848  USGS QUAD   -  BIG CANYON RANCH NW (1969)
 BP0848
 BP0848                         *CURRENT SURVEY CONTROL
 BP0848  ___________________________________________________________________
 BP0848* NAD 83(1993)-  30 29 52.97172(N)    102 28 00.79534(W)     ADJUSTED  
 BP0848* NAVD 88     -      1080.     (meters)    3543.     (feet)  SCALED    
 BP0848  ___________________________________________________________________
 BP0848  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 BP0848  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 BP0848
 BP0848  HORZ ORDER  -  THIRD
 BP0848
 BP0848.The horizontal coordinates were established by classical geodetic methods
 BP0848.and adjusted by the National Geodetic Survey in February 1996..
 BP0848
 BP0848.The orthometric height was scaled from a topographic map.
 BP0848
 BP0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0848
 BP0848.The geoid height was determined by GEOID03.
 BP0848
 BP0848;                    North         East     Units Scale Factor Converg.
 BP0848;SPC TX C     - 3,094,127.426   495,205.917   MT  0.99992007   -1 05 56.1
 BP0848;SPC TX C     -10,151,316.40  1,624,688.08   sFT  0.99992007   -1 05 56.1
 BP0848;UTM  13      - 3,376,703.821   743,122.344   MT  1.00032925   +1 17 10.4
 BP0848
 BP0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0848!SPC TX C     -   0.99983396  x   0.99992007  =   0.99975405
 BP0848!UTM  13      -   0.99983396  x   1.00032925  =   1.00016316
 BP0848
 BP0848:                Primary Azimuth Mark                     Grid Az
 BP0848:SPC TX C     -  FREE                                     058 58 31.2
 BP0848:UTM  13      -  FREE                                     056 35 24.7
 BP0848
 BP0848|---------------------------------------------------------------------|
 BP0848| PID    Reference Object                     Distance      Geod. Az  |
 BP0848|                                                           dddmmss.s |
 BP0848| BP0825 FREE                                APPROX.19.3 KM 0575235.1 |
 BP0848|---------------------------------------------------------------------|
 BP0848
 BP0848                          SUPERSEDED SURVEY CONTROL
 BP0848
 BP0848  NAD 83(1986)-  30 29 52.97242(N)    102 28 00.78137(W) AD(       ) 3
 BP0848  NAD 27      -  30 29 52.34854(N)    102 27 59.27966(W) AD(       ) 3
 BP0848
 BP0848.Superseded values are not recommended for survey control.
 BP0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0848.See file dsdata.txt to determine how the superseded data were derived.
 BP0848
 BP0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP4312276704(NAD 83)
 BP0848
 BP0848  HISTORY     - Date     Condition        Report By
 BP0848  HISTORY     - UNK      MONUMENTED
 BP0848  HISTORY     - 1967     GOOD             USGS
 BP0848
 BP0848                          STATION DESCRIPTION
 BP0848
 BP0848'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BP0848'RECOVERED AND REDESCRIBED AS FOLLOWS, TO REACH FROM
 BP0848'POST OFFICE IN SANDERSON, TEXAS DRIVE N. ALONG U.S. HIGHWAY 285, 35
 BP0848'MI. TO PAVED T-RD. E. THEN E. ALONG PAVED RD. FOR 5.4 MI. TO
 BP0848'HEADQUARTERS OF LON SLAUGHTER RANCH.  THEN FOLLOW T-RD. S. FROM PAVED
 BP0848'RD. UP MAIN UNIMPROVED RD. IN FIRST DRAW E. OF RANCH HOUSE TO BEND E.,
 BP0848'2.6 MI., TAKE FIRST RD. S. THRU GATE 0.2 MI. TO RD. FORK, CONTINUE S.
 BP0848'ALONG RIGHT FORK 1.4 MI. TO RD. E. THEN 1.0 MI. ALONG RD. UP DRAW TO
 BP0848'T-RD.SW.  AT T-RD. SW. TURN E. LEFT AND FOLLOW OLD DIM RD. ALONG RIDGE
 BP0848'RUNNING NW. TO SE. ALONG RIDGE TOP 0.4 MI. TO STATION.
 BP0848'STATION IS A THREE FT. STONE MONUMENT.  STATION IS 0.1 MI. SE. ALONG
 BP0848'RIDGE FROM OLD DRILL HOLE AND PIPE.
 BP0848'
 BP0848'STATION MARK - BRONZE TABLET CEMENTED IN SOLID OUTCROPPING ROCK.
 BP0848'
 BP0848'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0892 ***********************************************************************
 GK0892  DESIGNATION -  DOYLE
 GK0892  PID         -  GK0892
 GK0892  STATE/COUNTY-  TX/HANSFORD
 GK0892  USGS QUAD   -  FRISCO CREEK EAST (1974)
 GK0892
 GK0892                         *CURRENT SURVEY CONTROL
 GK0892  ___________________________________________________________________
 GK0892* NAD 83(1993)-  36 25 30.99872(N)    101 30 49.75444(W)     ADJUSTED  
 GK0892* NAVD 88     -       981.     (meters)    3218.     (feet)  SCALED    
 GK0892  ___________________________________________________________________
 GK0892  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 GK0892  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 GK0892
 GK0892  HORZ ORDER  -  THIRD
 GK0892
 GK0892.The horizontal coordinates were established by classical geodetic methods
 GK0892.and adjusted by the National Geodetic Survey in February 1996..
 GK0892
 GK0892.The orthometric height was scaled from a topographic map.
 GK0892
 GK0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0892
 GK0892.The geoid height was determined by GEOID03.
 GK0892
 GK0892;                    North         East     Units Scale Factor Converg.
 GK0892;SPC TX N     - 1,269,069.035   198,760.521   MT  1.00006542   -0 00 28.8
 GK0892;SPC TX N     - 4,163,603.99    652,100.14   sFT  1.00006542   -0 00 28.8
 GK0892;SPC OK N     -   163,841.561   284,973.536   MT  0.99995550   -2 04 25.2
 GK0892;SPC OK N     -   537,536.85    934,950.68   sFT  0.99995550   -2 04 25.2
 GK0892;UTM  14      - 4,034,056.234   274,636.499   MT  1.00022579   -1 29 35.8
 GK0892
 GK0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0892!SPC TX N     -   0.99985017  x   1.00006542  =   0.99991558
 GK0892!SPC OK N     -   0.99985017  x   0.99995550  =   0.99980567
 GK0892!UTM  14      -   0.99985017  x   1.00022579  =   1.00007592
 GK0892
 GK0892:                Primary Azimuth Mark                     Grid Az
 GK0892:SPC TX N     -  PHILLIP PETROL RAD KKB 820 MST           028 30 50.6
 GK0892:SPC OK N     -  PHILLIP PETROL RAD KKB 820 MST           030 34 47.0
 GK0892:UTM  14      -  PHILLIP PETROL RAD KKB 820 MST           029 59 57.6
 GK0892
 GK0892|---------------------------------------------------------------------|
 GK0892| PID    Reference Object                     Distance      Geod. Az  |
 GK0892|                                                           dddmmss.s |
 GK0892| GK0887 PHILLIP PETROL RAD KKB 820 MST      APPROX. 8.8 KM 0283021.8 |
 GK0892| CM7967 DOYLE RM 1                           31.928 METERS 07457     |
 GK0892| CM7969 DOYLE RM 3                           40.532 METERS 13253     |
 GK0892| CM7966 DOYLE AZ MK                                        1781717.6 |
 GK0892| CM7968 DOYLE RM 2                           10.521 METERS 18331     |
 GK0892|---------------------------------------------------------------------|
 GK0892
 GK0892                          SUPERSEDED SURVEY CONTROL
 GK0892
 GK0892  NAD 83(1993)-  36 25 30.99796(N)    101 30 49.75710(W) AD(       ) 3
 GK0892  NAD 83(1986)-  36 25 31.00637(N)    101 30 49.73757(W) AD(       ) 3
 GK0892  NAD 27      -  36 25 30.90500(N)    101 30 48.14800(W) AD(       ) 3
 GK0892
 GK0892.Superseded values are not recommended for survey control.
 GK0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0892.See file dsdata.txt to determine how the superseded data were derived.
 GK0892
 GK0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF7463634056(NAD 83)
 GK0892_MARKER: DS = TRIANGULATION STATION DISK
 GK0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0892
 GK0892  HISTORY     - Date     Condition        Report By
 GK0892  HISTORY     - 1952     MONUMENTED       CGS
 GK0892  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GK0892
 GK0892                          STATION DESCRIPTION
 GK0892
 GK0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0892'THE STATION IS LOCATED ALONG THE WEST SIDE OF FARM ROAD 1262.
 GK0892'IT IS 12-1/2 MILES AIRLINE NORTH-NORTHWEST OF GRUVER, ABOUT
 GK0892'10 MILES AIRLINE WEST-SOUTHWEST OF HITCHLAND, AND ABOUT 9
 GK0892'MILES AIRLINE WEST OF BERNSTEIN SIDING AND ELEVATORS.
 GK0892'
 GK0892'THE STATION IS 48 FEET WEST OF THE CENTER LINE OF FARM ROAD 1262,
 GK0892'4 FEET EAST OF A WIRE FENCE, AND 12-1/2 FEET SOUTH-SOUTHWEST
 GK0892'OF A POWERLINE POLE.  IT IS A STANDARD DISK SET IN THE TOP
 GK0892'OF A ROUND CONCRETE POST THAT IS 10 INCHES IN DIAMETER AND
 GK0892'PROJECTS 1 INCH.  THE DISK IS STAMPED--DOYLE 1952.
 GK0892'
 GK0892'REFERENCE MARK NUMBER ONE IS 52 FEET EAST OF THE CENTER LINE
 GK0892'OF THE PAVED ROAD, 48 FEET NORTH OF THE CENTER LINE OF A RANCH
 GK0892'LANE, AND ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS A STANDARD
 GK0892'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10 INCHES
 GK0892'IN DIAMETER AND PROJECTS 3 INCHES.  THE DISK IS STAMPED--DOYLE
 GK0892'NO 1 1952.
 GK0892'
 GK0892'REFERENCE MARK NUMBER TWO IS 50 FEET WEST OF THE CENTER LINE
 GK0892'OF THE PAVED ROAD, 2 FEET EAST OF THE WIRE FENCE, AND ABOUT
 GK0892'THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 GK0892'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10 INCHES IN
 GK0892'DIAMETER AND PROJECTS 1 INCH.  THE DISK IS STAMPED--DOYLE NO
 GK0892'2 1952.
 GK0892'
 GK0892'THE AZIMUTH MARK IS 51 FEET EAST OF THE CENTER LINE OF THE PAVED
 GK0892'ROAD, 2 FEET WEST OF THE FENCE, AND ABOUT 200 YARDS NORTH OF
 GK0892'A SMALL CANYON.  IT IS A STANDARD DISK SET IN THE TOP OF A
 GK0892'ROUND CONCRETE POST THAT IS 10 INCHES IN DIAMETER AND PROJECTS
 GK0892'3 INCHES.  THE DISK IS STAMPED--DOYLE 1952.  TO REACH THE MARK
 GK0892'FROM THE STATION GO SOUTH ON FARM ROAD 1262 FOR 0.5 MILE TO
 GK0892'THE MARK ON THE LEFT.
 GK0892'
 GK0892'TO REACH THE STATION FROM THE POST OFFICE IN GRUVER GO NORTH
 GK0892'FOR 0.3 MILE TO FARM ROAD 289.  TURN LEFT, WEST, AND GO 6.0
 GK0892'MILES TO FARM ROAD 1262.  TURN RIGHT, NORTH, 9.3 MILES TO THE
 GK0892'STATION ON THE LEFT.
 GK0892'
 GK0892'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GK0892
 GK0892                          STATION RECOVERY (1968)
 GK0892
 GK0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GK0892'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH
 GK0892'MARK WERE RECOVERED IN GOOD CONDITION.  STATION SURFACE MARK
 GK0892'AND REFERENCE MARK NO. 2 WERE FOUND DESTROYED.  A NEW SURFACE
 GK0892'MARK AND REFERENCE MARK NO. 3 WAS SET.
 GK0892'
 GK0892'A NEW DESCRIPTION FOLLOWS.
 GK0892'
 GK0892'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 GK0892'AND STATE ROUTE 3 AND 136 IN GUYMON, OKLAHOMA, GO SOUTH ON
 GK0892'STATE ROUTE 136 FOR 12.9 MILES TO T INTERSECTION AT TEXAS
 GK0892'STATE LINE.  TURN RIGHT AND GO WEST ALONG STATE LINE FOR 0.8
 GK0892'MILE, TURN LEFT AND GO SOUTH ON ROUTE 1662 FOR 5.0 MILES TO
 GK0892'THE JUNCTION OF ROUTE 2349.  CONTINUE SOUTH ON ROUTE 1662 FOR
 GK0892'0.35 MILE TO STATION ON RIGHT (WEST) SIDE OF ROAD.
 GK0892'
 GK0892'TO REACH AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 GK0892'ROUTE 1662 FOR 0.55 MILE TO MARK ON LEFT (EAST) SIDE OF ROAD.
 GK0892'
 GK0892'STATION MARK, A STANDARD DISK STAMPED DOYLE 1952 1968, IS SET
 GK0892'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 GK0892'IT IS 49 FEET WEST OF THE CENTERLINE OF ROUTE 1662 AND 13 FEET
 GK0892'SOUTH OF A POWERLINE POLE.
 GK0892'
 GK0892'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DOYLE NO 1 1952,
 GK0892'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 GK0892'THE GROUND.  IT IS 52 FEET EAST OF THE CENTERLINE OF ROUTE
 GK0892'1662, 52 FEET NORTH OF THE CENTERLINE OF A FARM DRIVEWAY, 21
 GK0892'FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE AND 23 FEET NORTHWEST
 GK0892'OF A POWERLINE POLE.
 GK0892'
 GK0892'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DOYLE NO 3 1952
 GK0892'1968 IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 GK0892'4 INCHES.  IT IS 52 FEET EAST OF THE CENTERLINE OF ROUTE 1662
 GK0892'AND 1.5 FEET NORTH OF FENCE CORNER POST.
 GK0892'
 GK0892'AZIMUTH MARK, A STANDARD DISK STAMPED DOYLE 1952, IS SET IN
 GK0892'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 GK0892'IT IS 46 FEET EAST OF THE CENTERLINE OF ROAD, 57 FEET SOUTH OF
 GK0892'T FENCE CORNER POST, 2 FEET WEST OF THE FENCELINE AND 1 FOOT
 GK0892'NORTH OF A STEEL WITNESS POST WITH METAL SIGN.
 GK0892'
 GK0892'DISTANCE BETWEEN R.M.S = 117.74 FEET OR 35.887 METERS.
 GK0892'
 GK0892'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 GK0892'MILES WEST-SOUTHWEST OF HITCHLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0960 ***********************************************************************
 EN0960  DESIGNATION -  DOYLE
 EN0960  PID         -  EN0960
 EN0960  STATE/COUNTY-  TX/ARMSTRONG
 EN0960  USGS QUAD   -  LUTTRELL SPRINGS (1963)
 EN0960
 EN0960                         *CURRENT SURVEY CONTROL
 EN0960  ___________________________________________________________________
 EN0960* NAD 83(1993)-  34 58 08.90022(N)    101 22 46.54284(W)     ADJUSTED  
 EN0960* NAVD 88     -      1040.4    (meters)    3413.     (feet)  VERTCON   
 EN0960  ___________________________________________________________________
 EN0960  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 EN0960  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EN0960
 EN0960  HORZ ORDER  -  THIRD
 EN0960
 EN0960.The horizontal coordinates were established by classical geodetic methods
 EN0960.and adjusted by the National Geodetic Survey in February 1996..
 EN0960
 EN0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0960
 EN0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0960
 EN0960.The geoid height was determined by GEOID03.
 EN0960
 EN0960;                    North         East     Units Scale Factor Converg.
 EN0960;SPC TX N     - 1,107,520.246   210,995.008   MT  0.99994135   +0 04 11.2
 EN0960;SPC TX N     - 3,633,589.34    692,239.46   sFT  0.99994135   +0 04 11.2
 EN0960;UTM  14      - 3,872,207.156   282,754.901   MT  1.00018170   -1 21 51.7
 EN0960
 EN0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0960!SPC TX N     -   0.99984090  x   0.99994135  =   0.99978225
 EN0960!UTM  14      -   0.99984090  x   1.00018170  =   1.00002257
 EN0960
 EN0960                          SUPERSEDED SURVEY CONTROL
 EN0960
 EN0960  NAD 83(1993)-  34 58 08.90470(N)    101 22 46.53918(W) AD(       ) 3
 EN0960  NAD 83(1986)-  34 58 08.90667(N)    101 22 46.53468(W) AD(       ) 3
 EN0960  NGVD 29 (01/19/93) 1039.9    (m)         3412.     (f) VERT ANG       
 EN0960
 EN0960.Superseded values are not recommended for survey control.
 EN0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0960.See file dsdata.txt to determine how the superseded data were derived.
 EN0960
 EN0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8275572207(NAD 83)
 EN0960_MARKER: DD = SURVEY DISK
 EN0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0960+STABILITY: SURFACE MOTION
 EN0960
 EN0960  HISTORY     - Date     Condition        Report By
 EN0960  HISTORY     - 1953     MONUMENTED       USGS
 EN0960
 EN0960                          STATION DESCRIPTION
 EN0960
 EN0960'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 EN0960'STATION LOCATED ABOUT 10.0 MI. (AIRLINE) SSW. OF CLAUDE, TEXAS, 18.0
 EN0960'MI. SE. OF WASHBURN, TEXAS, 1.0 MI. W. OF FARM ROAD 284, 1.2 MI. S.
 EN0960'OF FARM ROAD 1258 AND ABOUT 30 FT. E. OF CENTER OF RD. IN THE NW.
 EN0960'CORNER OF A FIELD.
 EN0960'
 EN0960'TO REACH FROM THE W. SIDE OF THE COURTHOUSE SQUARE IN CLAUDE, TEXAS,
 EN0960'GO S. ON FARM ROAD 284 9.3 MI. TO CROSSROADS, TURN RIGHT (W.) AND
 EN0960'FOLLOW GRADED DIRT RD. 1.0 MI. TO CROSSROADS, TURN LEFT (S.) AND
 EN0960'FOLLOW RD. 0.2 MI. TO A T-FENCE ON E. AND STATION.
 EN0960'
 EN0960'STATION MARK--STANDARD TABLET STAMPED---DOYLE 1953---, CEMENTED IN
 EN0960'TOP OF CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1955 ***********************************************************************
 FL1955  DESIGNATION -  DOZIER
 FL1955  PID         -  FL1955
 FL1955  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1955  USGS QUAD   -  DOZIER (1964)
 FL1955
 FL1955                         *CURRENT SURVEY CONTROL
 FL1955  ___________________________________________________________________
 FL1955* NAD 83(1993)-  35 02 42.75526(N)    100 18 46.26954(W)     ADJUSTED  
 FL1955* NAVD 88     -       713.     (meters)    2339.     (feet)  VERTCON   
 FL1955  ___________________________________________________________________
 FL1955  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FL1955  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 FL1955
 FL1955  HORZ ORDER  -  SECOND
 FL1955
 FL1955.The horizontal coordinates were established by classical geodetic methods
 FL1955.and adjusted by the National Geodetic Survey in February 1996..
 FL1955
 FL1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1955
 FL1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1955
 FL1955.The geoid height was determined by GEOID03.
 FL1955
 FL1955;                    North         East     Units Scale Factor Converg.
 FL1955;SPC TX N     - 1,116,602.614   308,302.890   MT  0.99993190   +0 41 16.8
 FL1955;SPC TX N     - 3,663,387.08  1,011,490.40   sFT  0.99993190   +0 41 16.8
 FL1955;UTM  14      - 3,878,844.483   380,262.354   MT  0.99977670   -0 45 14.3
 FL1955
 FL1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1955!SPC TX N     -   0.99989224  x   0.99993190  =   0.99982415
 FL1955!UTM  14      -   0.99989224  x   0.99977670  =   0.99966897
 FL1955
 FL1955:                Primary Azimuth Mark                     Grid Az
 FL1955:SPC TX N     -  LUTIE TINDALL COTTON GIN TANK            106 27 52.6
 FL1955:UTM  14      -  LUTIE TINDALL COTTON GIN TANK            107 54 23.7
 FL1955
 FL1955|---------------------------------------------------------------------|
 FL1955| PID    Reference Object                     Distance      Geod. Az  |
 FL1955|                                                           dddmmss.s |
 FL1955| FL1943 LUTIE TINDALL COTTON GIN TANK       APPROX. 8.8 KM 1070909.4 |
 FL1955| EN0637 WELLINGTON MUNICIPAL TANK           APPROX.22.5 KM 1562604.5 |
 FL1955| CK8568 DOZIER RM 1                           9.701 METERS 18049     |
 FL1955| CK8569 DOZIER RM 2                          10.209 METERS 23708     |
 FL1955| FL1958 DOZIER 2 RM 4 1975                  APPROX. 0.5 KM 2845438.0 |
 FL1955| FL1957 DOZIER 2                            499.864 METERS 2884830.2 |
 FL1955| FL1956 DOZIER 1951 AZ MK 1975              498.735 METERS 3270533.1 |
 FL1955|---------------------------------------------------------------------|
 FL1955
 FL1955                          SUPERSEDED SURVEY CONTROL
 FL1955
 FL1955  NAD 83(1993)-  35 02 42.75640(N)    100 18 46.26943(W) AD(       ) 2
 FL1955  NAD 83(1986)-  35 02 42.75864(N)    100 18 46.26131(W) AD(       ) 2
 FL1955  NAD 27      -  35 02 42.57500(N)    100 18 44.83100(W) AD(       ) 2
 FL1955  NGVD 29 (07/19/86)  713.     (m)         2339.     (f) VERT ANG       
 FL1955
 FL1955.Superseded values are not recommended for survey control.
 FL1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1955.See file dsdata.txt to determine how the superseded data were derived.
 FL1955
 FL1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8026278844(NAD 83)
 FL1955_MARKER: DS = TRIANGULATION STATION DISK
 FL1955_SETTING: 66 = SET IN ROCK OUTCROP
 FL1955
 FL1955  HISTORY     - Date     Condition        Report By
 FL1955  HISTORY     - 1951     MONUMENTED       CGS
 FL1955  HISTORY     - 1975     GOOD             NGS
 FL1955
 FL1955                          STATION DESCRIPTION
 FL1955
 FL1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1955'THE STATION IS ABOUT 12 MILES AIR LINE SOUTH-SOUTHWEST OF
 FL1955'SHAMROCK.  3 MILES SOUTHEAST OF DOZIER.  2 MILES WEST OF THE
 FL1955'SAMNORWOOD POST OFFICE, AND 0.4 MILE SOUTH OF FARM ROAD 1036.
 FL1955'IT IS ON THE HIGHEST POINT OF AN ISOLATED NORTH-SOUTH RIDGE,
 FL1955'ON PROPERTY OF MR. A.F. WISCHEAMPER.  THE STATION MARK, STAMPED
 FL1955'DOZIER 1951, IS A BRONZE DISK SET IN BEDROCK FLUSH WITH THE
 FL1955'GROUND AND IT IS 6 FEET SOUTHWEST OF THE NORTHEAST CORNER OF
 FL1955'THE PLATEAU AND 5 FEET SOUTH OF A WHITE WITNESS POST.
 FL1955'
 FL1955'REFERENCE MARK NO. 1, STAMPED DOZIER NO 1 1951, IS A BRONZE
 FL1955'DISK SET IN A BOULDER THAT IS 4 FEET BY 1-1/2 FEET AND PROJECTS
 FL1955'ABOUT 2 INCHES.  IT IS 10 FEET WEST OF THE EASTERN EDGE OF THE
 FL1955'PLATEAU.
 FL1955'
 FL1955'REFERENCE MARK NO. 2, STAMPED DOZIER NO 2 1951, IS A BRONZE
 FL1955'DISK SET IN A BOULDER THAT IS 3 FEET BY 1-1/2 FEET AND PROJECTS
 FL1955'ABOUT 3 INCHES.  IT IS 10 FEET SOUTH OF THE NORTHERN EDGE
 FL1955'OF THE PLATEAU.
 FL1955'
 FL1955'THE AZIMUTH MARK, STAMPED DOZIER 1951, IS A BRONZE DISK SET
 FL1955'IN A BEDROCK OUTCROP ABOUT 10 FEET LONG AND 8 FEET WIDE AND
 FL1955'IS FLUSH WITH THE GROUND.  IT IS 72 FEET WEST OF THE CENTER OF
 FL1955'THREE ROAD FORKS AND 5 FEET NORTHWEST OF A WHITE WITNESS POST.
 FL1955'
 FL1955'TO REACH THE STATION FROM THE WATER TANK IN SHAMROCK, GO SOUTHERLY
 FL1955'ON U.S. HIGHWAY 83 FOR 11.9 MILES TO A CROSSROAD.  TURN RIGHT,
 FL1955'WEST, ON FARM ROAD 1036 AND GO 2.5 MILES TO THE SAMNORWOOD
 FL1955'POST OFFICE ON THE RIGHT.  CONTINUE WEST FOR 2.05 MILES TO
 FL1955'A WIRE GATE ON THE LEFT, SOUTH.  TURN LEFT, PASSING THROUGH THE
 FL1955'GATE AND FOLLOW THE BLADED ROAD 0.2 MILE TO THREE ROAD FORKS
 FL1955'AND THE AZIMUTH MARK ON RIGHT.  CONTINUE ON THE CENTER FORK
 FL1955'FOR 0.25 MILE.  TURN LEFT, EAST, LEAVING THE BLADED ROAD,
 FL1955'AND GO ACROSS COUNTRY FOR 0.35 MILE TO A SADDLE AND THE
 FL1955'STATION MARK ABOUT 30 YARDS TO THE SOUTH ON THE TOP OF THE
 FL1955'PLATEAU.
 FL1955
 FL1955                          STATION RECOVERY (1975)
 FL1955
 FL1955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL1955'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2, AND THE AZIMUTH MARK
 FL1955'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FL1955'
 FL1955'THE STATION MARK AND REFERENCE MARKS 1 AND 2, WILL BE DESTROYED BY
 FL1955'EXCAVATION OF HILL.
 FL1955'
 FL1955'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 FL1955'
 FL1955'DOZIER 2 WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA AND A TRAVERSE
 FL1955'TIE WAS MADE BETWEEN THE TWO STATIONS.
 FL1955'
 FL1955'SEE DESCRIPTION TO DOZIER 2 1975.
 FL1955'
 FL1955'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOZIER 3-MILES SE.
 FL1955'
 FL1955'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1956 ***********************************************************************
 FL1956  DESIGNATION -  DOZIER 1951 AZ MK 1975
 FL1956  PID         -  FL1956
 FL1956  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1956  USGS QUAD   -  DOZIER (1964)
 FL1956
 FL1956                         *CURRENT SURVEY CONTROL
 FL1956  ___________________________________________________________________
 FL1956* NAD 83(1993)-  35 02 56.34216(N)    100 18 56.96116(W)     ADJUSTED  
 FL1956* NAVD 88     -       689.     (meters)    2260.     (feet)  SCALED    
 FL1956  ___________________________________________________________________
 FL1956  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FL1956  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 FL1956
 FL1956  HORZ ORDER  -  THIRD
 FL1956
 FL1956.The horizontal coordinates were established by classical geodetic methods
 FL1956.and adjusted by the National Geodetic Survey in February 1996..
 FL1956.No horizontal observational check was made to the station.
 FL1956
 FL1956.The orthometric height was scaled from a topographic map.
 FL1956
 FL1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1956
 FL1956.The geoid height was determined by GEOID03.
 FL1956
 FL1956;                    North         East     Units Scale Factor Converg.
 FL1956;SPC TX N     - 1,117,018.014   308,026.946   MT  0.99993148   +0 41 10.6
 FL1956;SPC TX N     - 3,664,749.93  1,010,585.07   sFT  0.99993148   +0 41 10.6
 FL1956;UTM  14      - 3,879,266.631   379,996.992   MT  0.99977748   -0 45 20.7
 FL1956
 FL1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1956!SPC TX N     -   0.99989601  x   0.99993148  =   0.99982750
 FL1956!UTM  14      -   0.99989601  x   0.99977748  =   0.99967351
 FL1956
 FL1956:                Primary Azimuth Mark                     Grid Az
 FL1956:SPC TX N     -  DOZIER                                   146 24 16.4
 FL1956:UTM  14      -  DOZIER                                   147 50 47.7
 FL1956
 FL1956|---------------------------------------------------------------------|
 FL1956| PID    Reference Object                     Distance      Geod. Az  |
 FL1956|                                                           dddmmss.s |
 FL1956| FL1955 DOZIER                              498.735 METERS 1470527.0 |
 FL1956| FL1957 DOZIER 2                            327.454 METERS 21808     |
 FL1956|---------------------------------------------------------------------|
 FL1956
 FL1956                          SUPERSEDED SURVEY CONTROL
 FL1956
 FL1956  NAD 83(1993)-  35 02 56.34330(N)    100 18 56.96104(W) AD(       ) 3
 FL1956  NAD 83(1986)-  35 02 56.34554(N)    100 18 56.95291(W) AD(       ) 3
 FL1956  NAD 27      -  35 02 56.16233(N)    100 18 55.52201(W) AD(       ) 3
 FL1956
 FL1956.Superseded values are not recommended for survey control.
 FL1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1956.See file dsdata.txt to determine how the superseded data were derived.
 FL1956
 FL1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7999779267(NAD 83)
 FL1956_MARKER: DZ = AZIMUTH MARK DISK
 FL1956_SETTING: 80 = SET IN A BOULDER
 FL1956_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FL1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1956+STABILITY: SURFACE MOTION
 FL1956
 FL1956  HISTORY     - Date     Condition        Report By
 FL1956  HISTORY     - 1975     MONUMENTED       NGS
 FL1956
 FL1956                          STATION DESCRIPTION
 FL1956
 FL1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL1956'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF LUTIE, 3 MILES
 FL1956'SOUTHEAST OF DOZIER, 2 MILES WEST OF THE SAMNORWOOD SCHOOL.
 FL1956'
 FL1956'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND
 FL1956'FARM ROAD 1036, WHICH IS LOCATED ABOUT 14 MILES NORTH OF
 FL1956'WELLINGTON.  GO WEST ON FARM ROAD 1036 FOR 2.25 MILES TO THE
 FL1956'SAMNORWOOD SCHOOL.  CONTINUE WEST ON FARM ROAD 1036 FOR 2.2 MILES
 FL1956'TO A SIDE ROAD ON THE LEFT, THIS IS AT THE TOP OF A LOW RISE.
 FL1956'HERE TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.3 MILE TO FORK AND
 FL1956'AZIMUTH MARK ON THE RIGHT.
 FL1956'
 FL1956'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE IN BOULDER,
 FL1956'AND IS STAMPED DOZIER 1951.  THE BOULDER IS LARGE FLAT ROCK, THAT IS
 FL1956'ABOUT 10 FEET LONG AND 8 FEET WIDE, AND PROJECTS ABOUT 12-INCHES,
 FL1956'IT IS 52 FEET WEST OF THE CENTER OF DIRT ROAD AND WEST OF FORK IN
 FL1956'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1957 ***********************************************************************
 FL1957  DESIGNATION -  DOZIER 2
 FL1957  PID         -  FL1957
 FL1957  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1957  USGS QUAD   -  DOZIER (1964)
 FL1957
 FL1957                         *CURRENT SURVEY CONTROL
 FL1957  ___________________________________________________________________
 FL1957* NAD 83(1993)-  35 02 47.98438(N)    100 19 04.93996(W)     ADJUSTED  
 FL1957* NAVD 88     -       705.     (meters)    2313.     (feet)  SCALED    
 FL1957  ___________________________________________________________________
 FL1957  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FL1957  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 FL1957
 FL1957  HORZ ORDER  -  THIRD
 FL1957
 FL1957.The horizontal coordinates were established by classical geodetic methods
 FL1957.and adjusted by the National Geodetic Survey in February 1996..
 FL1957.No horizontal observational check was made to the station.
 FL1957
 FL1957.The orthometric height was scaled from a topographic map.
 FL1957
 FL1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1957
 FL1957.The geoid height was determined by GEOID03.
 FL1957
 FL1957;                    North         East     Units Scale Factor Converg.
 FL1957;SPC TX N     - 1,116,758.069   307,827.849   MT  0.99993174   +0 41 06.0
 FL1957;SPC TX N     - 3,663,897.10  1,009,931.87   sFT  0.99993174   +0 41 06.0
 FL1957;UTM  14      - 3,879,011.817   379,791.448   MT  0.99977809   -0 45 25.1
 FL1957
 FL1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1957!SPC TX N     -   0.99989350  x   0.99993174  =   0.99982525
 FL1957!UTM  14      -   0.99989350  x   0.99977809  =   0.99967161
 FL1957
 FL1957|---------------------------------------------------------------------|
 FL1957| PID    Reference Object                     Distance      Geod. Az  |
 FL1957|                                                           dddmmss.s |
 FL1957| FL1956 DOZIER 1951 AZ MK 1975              327.454 METERS 03808     |
 FL1957| FL1955 DOZIER                              499.864 METERS 1084819.5 |
 FL1957| CK8570 DOZIER 2 RM 3                        10.684 METERS 15031     |
 FL1957| FL1958 DOZIER 2 RM 4 1975                   34.821 METERS 20731     |
 FL1957|---------------------------------------------------------------------|
 FL1957
 FL1957                          SUPERSEDED SURVEY CONTROL
 FL1957
 FL1957  NAD 83(1993)-  35 02 47.98553(N)    100 19 04.93985(W) AD(       ) 3
 FL1957  NAD 83(1986)-  35 02 47.98778(N)    100 19 04.93171(W) AD(       ) 3
 FL1957  NAD 27      -  35 02 47.80446(N)    100 19 03.50079(W) AD(       ) 3
 FL1957
 FL1957.Superseded values are not recommended for survey control.
 FL1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1957.See file dsdata.txt to determine how the superseded data were derived.
 FL1957
 FL1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7979179012(NAD 83)
 FL1957_MARKER: DS = TRIANGULATION STATION DISK
 FL1957_SETTING: 66 = SET IN ROCK OUTCROP
 FL1957_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FL1957
 FL1957  HISTORY     - Date     Condition        Report By
 FL1957  HISTORY     - 1975     MONUMENTED       NGS
 FL1957
 FL1957                          STATION DESCRIPTION
 FL1957
 FL1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL1957'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF LUTIE, 3 MILES
 FL1957'SOUTHEAST OF DOZIER, 2 MILES WEST OF THE SAMNORWOOD SCHOOL, AND ON
 FL1957'THE HIGHEST POINT OF A LOW SHARP, ROCKY COVERED PEAK, THAT IS JUST
 FL1957'WEST OF A MORE PROMINENT FLAT TOP HILL, THAT HAS HAD THE TOP OF
 FL1957'HILL EXCAVATED OFF.
 FL1957'
 FL1957'THE STATION MARK IS A STANDARD DISK, SET IN A DRILL HOLE IN BEDROCK
 FL1957'AND IS STAMPED DOZIER 2 1975.  THE DISK IS SET IN A BOULDER THAT IS
 FL1957'ABOUT 36-INCHES LONG, 12-INCHES WIDE, PROJECTS ABOUT 18-INCHES, ITS
 FL1957'LOCATED AT THE NORTH END OF PEAK, WHICH IS THE HIGHEST POINT AND
 FL1957'ON THE EAST SIDE OF A LARGE FLAT BOULDER, THAT PROJECTS ABOUT
 FL1957'20-INCHES.
 FL1957'
 FL1957'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND
 FL1957'FARM ROAD 1036, WHICH IS LOCATED ABOUT 14 MILES NORTH OF
 FL1957'WELLINGTON.  GO WEST ON FARM ROAD 1036 FOR 2.25 MILES TO THE
 FL1957'SAMNORWOOD SCHOOL.  CONTINUE WEST ON FARM ROAD 1036 FOR 2.2 MILES
 FL1957'TO A SIDE ROAD ON THE LEFT, THIS IS AT THE TOP OF A LOW RISE.
 FL1957'HERE TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.3 MILE TO FORK
 FL1957'AND AZIMUTH MARK ON THE RIGHT.  HERE BEAR RIGHT AND FOLLOW A DIM
 FL1957'TRACK ROAD SOUTHWESTERLY TO BASE OF A LOW SHARP POINT PEAK AND
 FL1957'END OF TRUCK TRAVEL.  HERE PACK SOUTHERLY UP SLOPE FOR ABOUT
 FL1957'0.15 MILE TO STATION, ON THE HIGHEST POINT OF PEAK.
 FL1957'
 FL1957'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 FL1957'BEDROCK AND IS STAMPED DOZIER 2 NO 3 1975.  THE BOULDER IS LOCATED
 FL1957'ON THE SOUTHEAST SLOPE OF HILL, ABOUT MID-WAY BETWEEN TWO LARGE
 FL1957'BOULDERS, THE BOULDER IS FLUSH WITH GROUND AND IS ABOUT 6 FEET LOWER
 FL1957'IN ELEVATION THAN THE STATION MARK.
 FL1957'
 FL1957'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 FL1957'BEDROCK, AND IS STAMPED DOZIER 2 NO 4 1975.  THE BOULDER IS LOCATED
 FL1957'ON THE HIGHEST POINT AT THE SOUTH END OF HILL, THE BOULDER IS ABOUT
 FL1957'20-INCHES LONG, 12-INCHES WIDE AND PROJECTS ABOUT 12-INCHES AND
 FL1957'IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 FL1957'
 FL1957'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE IN BOULDER,
 FL1957'AND IS STAMPED DOZIER 1951.  THE BOULDER IS LARGE FLAT ROCK, THAT IS
 FL1957'ABOUT 10 FEET LONG AND 8 FEET WIDE, AND PROJECTS ABOUT 12-INCHES,
 FL1957'IT IS 52 FEET WEST OF THE CENTER OF DIRT ROAD AND WEST OF FORK IN
 FL1957'ROAD.
 FL1957'
 FL1957'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1958 ***********************************************************************
 FL1958  DESIGNATION -  DOZIER 2 RM 4 1975
 FL1958  PID         -  FL1958
 FL1958  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1958  USGS QUAD   -  DOZIER (1964)
 FL1958
 FL1958                         *CURRENT SURVEY CONTROL
 FL1958  ___________________________________________________________________
 FL1958* NAD 83(1993)-  35 02 46.98236(N)    100 19 05.57490(W)     ADJUSTED  
 FL1958* NAVD 88     -       702.     (meters)    2303.     (feet)  SCALED    
 FL1958  ___________________________________________________________________
 FL1958  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FL1958  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 FL1958
 FL1958  HORZ ORDER  -  THIRD
 FL1958
 FL1958.The horizontal coordinates were established by classical geodetic methods
 FL1958.and adjusted by the National Geodetic Survey in February 1996..
 FL1958.No horizontal observational check was made to the station.
 FL1958
 FL1958.The orthometric height was scaled from a topographic map.
 FL1958
 FL1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1958
 FL1958.The geoid height was determined by GEOID03.
 FL1958
 FL1958;                    North         East     Units Scale Factor Converg.
 FL1958;SPC TX N     - 1,116,727.001   307,812.128   MT  0.99993177   +0 41 05.6
 FL1958;SPC TX N     - 3,663,795.17  1,009,880.29   sFT  0.99993177   +0 41 05.6
 FL1958;UTM  14      - 3,878,981.160   379,774.954   MT  0.99977814   -0 45 25.4
 FL1958
 FL1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1958!SPC TX N     -   0.99989397  x   0.99993177  =   0.99982575
 FL1958!UTM  14      -   0.99989397  x   0.99977814  =   0.99967213
 FL1958
 FL1958|---------------------------------------------------------------------|
 FL1958| PID    Reference Object                     Distance      Geod. Az  |
 FL1958|                                                           dddmmss.s |
 FL1958| FL1957 DOZIER 2                             34.821 METERS 02731     |
 FL1958| FL1955 DOZIER                              APPROX. 0.5 KM 1045426.9 |
 FL1958|---------------------------------------------------------------------|
 FL1958
 FL1958                          SUPERSEDED SURVEY CONTROL
 FL1958
 FL1958  NAD 83(1993)-  35 02 46.98351(N)    100 19 05.57479(W) AD(       ) 3
 FL1958  NAD 83(1986)-  35 02 46.98573(N)    100 19 05.56667(W) AD(       ) 3
 FL1958  NAD 27      -  35 02 46.80242(N)    100 19 04.13573(W) AD(       ) 3
 FL1958
 FL1958.Superseded values are not recommended for survey control.
 FL1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1958.See file dsdata.txt to determine how the superseded data were derived.
 FL1958
 FL1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7977578981(NAD 83)
 FL1958_MARKER: DR = REFERENCE MARK DISK
 FL1958_SETTING: 66 = SET IN ROCK OUTCROP
 FL1958_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FL1958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1958+STABILITY: POSITION/ELEVATION WELL
 FL1958
 FL1958  HISTORY     - Date     Condition        Report By
 FL1958  HISTORY     - 1975     MONUMENTED       NGS
 FL1958
 FL1958                          STATION DESCRIPTION
 FL1958
 FL1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL1958'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF LUTIE, 3 MILES
 FL1958'SOUTHEAST OF DOZIER, 2 MILES WEST OF THE SAMNORWOOD SCHOOL, AND ON
 FL1958'THE HIGHEST POINT OF A LOW SHARP, ROCKY COVERED PEAK, THAT IS JUST
 FL1958'WEST OF A MORE PROMINENT FLAT TOP HILL, THAT HAS HAD THE TOP OF
 FL1958'HILL EXCAVATED OFF.
 FL1958'
 FL1958'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND
 FL1958'FARM ROAD 1036, WHICH IS LOCATED ABOUT 14 MILES NORTH OF
 FL1958'WELLINGTON.  GO WEST ON FARM ROAD 1036 FOR 2.25 MILES TO THE
 FL1958'SAMNORWOOD SCHOOL.  CONTINUE WEST ON FARM ROAD 1036 FOR 2.2 MILES
 FL1958'TO A SIDE ROAD ON THE LEFT, THIS IS AT THE TOP OF A LOW RISE.
 FL1958'HERE TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.3 MILE TO FORK AND
 FL1958'AZIMUTH MARK ON THE RIGHT.  HERE BEAR RIGHT AND FOLLOW A DIM
 FL1958'TRACK ROAD SOUTHWESTERLY ON BASE OF A LOW SHARP POINT PEAK AND
 FL1958'END OF TRUCK TRAVEL.  HERE PACK SOUTHERLY UP SLOPE FOR ABOUT
 FL1958'0.15 MILE TO STATION, ON THE HIGHEST POINT OF PEAK.
 FL1958'
 FL1958'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN A DRILL HOLE IN
 FL1958'BEDROCK, AND IS STAMPED DOZIER 2 NO 4 1975.  THE BOULDER IS LOCATED
 FL1958'ON THE HIGHEST POINT AT THE SOUTH END OF HILL, THE BOULDER IS ABOUT
 FL1958'20-INCHES LONG, 12-INCHES WIDE AND PROJECTS ABOUT 12-INCHES AND IS
 FL1958'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0177 ***********************************************************************
 AZ0177  DESIGNATION -  DR 123 USE
 AZ0177  PID         -  AZ0177
 AZ0177  STATE/COUNTY-  TX/VAL VERDE
 AZ0177  USGS QUAD   -  DEL RIO NW (1972)
 AZ0177
 AZ0177                         *CURRENT SURVEY CONTROL
 AZ0177  ___________________________________________________________________
 AZ0177* NAD 83(1986)-  29 22 53.     (N)    100 54 18.     (W)     SCALED    
 AZ0177* NAVD 88     -       320.204  (meters)    1050.54   (feet)  ADJUSTED  
 AZ0177  ___________________________________________________________________
 AZ0177  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0177  DYNAMIC HT  -         319.738 (meters)    1049.01  (feet)  COMP
 AZ0177  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0177
 AZ0177  VERT ORDER  -  FIRST     CLASS II
 AZ0177
 AZ0177.The horizontal coordinates were scaled from a topographic map and have
 AZ0177.an estimated accuracy of +/- 6 seconds.
 AZ0177
 AZ0177.The orthometric height was determined by differential leveling
 AZ0177.and adjusted by the National Geodetic Survey in June 1991..
 AZ0177
 AZ0177.The geoid height was determined by GEOID03.
 AZ0177
 AZ0177.The dynamic height is computed by dividing the NAVD 88
 AZ0177.geopotential number by the normal gravity value computed on the
 AZ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0177.degrees latitude (g = 980.6199 gals.).
 AZ0177
 AZ0177.The modeled gravity was interpolated from observed gravity values.
 AZ0177
 AZ0177;                    North         East    Units  Estimated Accuracy
 AZ0177;SPC TXSC     - 4,173,070.      415,100.      MT  (+/- 180 meters Scaled)
 AZ0177
 AZ0177                          SUPERSEDED SURVEY CONTROL
 AZ0177
 AZ0177  NGVD 29 (??/??/92)  320.155  (m)         1050.38   (f) ADJ UNCH    1 2
 AZ0177
 AZ0177.Superseded values are not recommended for survey control.
 AZ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0177.See file dsdata.txt to determine how the superseded data were derived.
 AZ0177
 AZ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT151517(NAD 83)
 AZ0177_MARKER: DD = SURVEY DISK
 AZ0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0177_SP_SET: CULVERT
 AZ0177_STAMPING: DR 123 1941
 AZ0177_MARK LOGO: USE   
 AZ0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0177
 AZ0177  HISTORY     - Date     Condition        Report By
 AZ0177  HISTORY     - 1941     MONUMENTED       DOD
 AZ0177  HISTORY     - 1957     GOOD             NGS
 AZ0177  HISTORY     - 1982     GOOD             NGS
 AZ0177  HISTORY     - 19980805 GOOD             USPSQD
 AZ0177
 AZ0177                          STATION DESCRIPTION
 AZ0177
 AZ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0177'1.2 MI N FROM DEL RIO.
 AZ0177'ABOUT 1.2 MILES NORTH ALONG U.S. HIGHWAY 277 FROM THE OVERPASS OVER
 AZ0177'THE TEXAS AND NEW ORLEANS RAILROAD AT DEL RIO, 0.2 MILE SOUTH OF A
 AZ0177'CURVE IN THE HIGHWAY AND THE CREST OF A HILL, IN THE TOP OF THE SOUTH
 AZ0177'END OF THE WEST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 26 FEET NORTH
 AZ0177'OF THE EXTENDED CENTER LINE OF 17TH STREET, 28 FEET WEST AND ABOUT 1/2
 AZ0177'FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
 AZ0177
 AZ0177                          STATION RECOVERY (1982)
 AZ0177
 AZ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0177'THE MARK IS AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 AZ0177'SEVENTEENTH STREET AND U.S. HIGHWAYS 90 WEST AND U.S. HIGHWAY 277
 AZ0177'NORTH AND IS SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF
 AZ0177'A CONCRETE CULVERT UNDER THE HIGHWAY, 8.5 METERS (28.0 FT) WEST OF THE
 AZ0177'CENTERLINE OF U.S. HIGHWAY 90 WEST, AND 7.9 METERS (26.0 FT) NORTH OF
 AZ0177'AN EXTENDED CENTERLINE OF SEVENTEENTH STREET.
 AZ0177'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
 AZ0177
 AZ0177                          STATION RECOVERY (1998)
 AZ0177
 AZ0177'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1296 ***********************************************************************
 DN1296  DESIGNATION -  DR 142 USE 1955
 DN1296  PID         -  DN1296
 DN1296  STATE/COUNTY-  TX/COOKE
 DN1296  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN1296
 DN1296                         *CURRENT SURVEY CONTROL
 DN1296  ___________________________________________________________________
 DN1296* NAD 83(1993)-  33 43 47.11164(N)    097 09 51.59680(W)     ADJUSTED  
 DN1296* NAVD 88     -       201.4    (meters)     661.     (feet)  VERTCON   
 DN1296  ___________________________________________________________________
 DN1296  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DN1296  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN1296
 DN1296  HORZ ORDER  -  SECOND
 DN1296
 DN1296.The horizontal coordinates were established by classical geodetic methods
 DN1296.and adjusted by the National Geodetic Survey in February 1996..
 DN1296
 DN1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1296
 DN1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1296
 DN1296.The geoid height was determined by GEOID03.
 DN1296
 DN1296;                    North         East     Units Scale Factor Converg.
 DN1296;SPC TXNC     - 2,229,568.835   723,774.301   MT  0.99994251   +0 43 42.5
 DN1296;SPC TXNC     - 7,314,843.75  2,374,582.85   sFT  0.99994251   +0 43 42.5
 DN1296;UTM  14      - 3,733,705.276   670,066.105   MT  0.99995657   +1 01 10.4
 DN1296
 DN1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1296!SPC TXNC     -   0.99997239  x   0.99994251  =   0.99991491
 DN1296!UTM  14      -   0.99997239  x   0.99995657  =   0.99992896
 DN1296
 DN1296                          SUPERSEDED SURVEY CONTROL
 DN1296
 DN1296  NAD 83(1993)-  33 43 47.11213(N)    097 09 51.59570(W) AD(       ) 2
 DN1296  NAD 83(1986)-  33 43 47.11685(N)    097 09 51.58672(W) AD(       ) 2
 DN1296  NAD 27      -  33 43 46.73690(N)    097 09 50.54030(W) AD(       ) 2
 DN1296  NGVD 29 (07/19/86)  201.4    (m)          661.     (f) VERT ANG       
 DN1296
 DN1296.Superseded values are not recommended for survey control.
 DN1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1296.See file dsdata.txt to determine how the superseded data were derived.
 DN1296
 DN1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7006633705(NAD 83)
 DN1296_MARKER: P = PIPE CAP
 DN1296_SETTING: 0 = UNSPECIFIED SETTING
 DN1296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1296
 DN1296  HISTORY     - Date     Condition        Report By
 DN1296  HISTORY     - 1955     MONUMENTED       CGS
 DN1296  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 DN1296
 DN1296                          STATION DESCRIPTION
 DN1296
 DN1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DN1296'SEE STATION DR 143 USE
 DN1296
 DN1296                          STATION RECOVERY (1995)
 DN1296
 DN1296'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1294 ***********************************************************************
 DN1294  DESIGNATION -  DR 143
 DN1294  PID         -  DN1294
 DN1294  STATE/COUNTY-  TX/COOKE
 DN1294  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN1294
 DN1294                         *CURRENT SURVEY CONTROL
 DN1294  ___________________________________________________________________
 DN1294* NAD 83(1993)-  33 43 54.04916(N)    097 10 01.61177(W)     ADJUSTED  
 DN1294* NAVD 88     -       204.4    (meters)     671.     (feet)  VERTCON   
 DN1294  ___________________________________________________________________
 DN1294  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DN1294  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DN1294
 DN1294  HORZ ORDER  -  THIRD
 DN1294
 DN1294.The horizontal coordinates were established by classical geodetic methods
 DN1294.and adjusted by the National Geodetic Survey in February 1996..
 DN1294
 DN1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1294
 DN1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1294
 DN1294.The geoid height was determined by GEOID03.
 DN1294
 DN1294;                    North         East     Units Scale Factor Converg.
 DN1294;SPC TXNC     - 2,229,779.279   723,513.805   MT  0.99994291   +0 43 37.0
 DN1294;SPC TXNC     - 7,315,534.18  2,373,728.21   sFT  0.99994291   +0 43 37.0
 DN1294;UTM  14      - 3,733,914.397   669,804.540   MT  0.99995547   +1 01 05.0
 DN1294
 DN1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1294!SPC TXNC     -   0.99997192  x   0.99994291  =   0.99991483
 DN1294!UTM  14      -   0.99997192  x   0.99995547  =   0.99992739
 DN1294
 DN1294|---------------------------------------------------------------------|
 DN1294| PID    Reference Object                     Distance      Geod. Az  |
 DN1294|                                                           dddmmss.s |
 DN1294| DN1296 DR 142 USE 1955                     334.899 METERS 12940     |
 DN1294| CX9489 DR 143 RM 1                          17.415 METERS 21133     |
 DN1294| CX9490 DR 143 RM 2                          18.348 METERS 32418     |
 DN1294|---------------------------------------------------------------------|
 DN1294
 DN1294                          SUPERSEDED SURVEY CONTROL
 DN1294
 DN1294  NAD 83(1993)-  33 43 54.04964(N)    097 10 01.61067(W) AD(       ) 3
 DN1294  NAD 83(1986)-  33 43 54.05433(N)    097 10 01.60166(W) AD(       ) 3
 DN1294  NAD 27      -  33 43 53.67470(N)    097 10 00.55500(W) AD(       ) 3
 DN1294  NGVD 29 (07/19/86)  204.4    (m)          671.     (f) VERT ANG       
 DN1294
 DN1294.Superseded values are not recommended for survey control.
 DN1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1294.See file dsdata.txt to determine how the superseded data were derived.
 DN1294
 DN1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6980533914(NAD 83)
 DN1294_MARKER: P = PIPE CAP
 DN1294_SETTING: 0 = UNSPECIFIED SETTING
 DN1294
 DN1294  HISTORY     - Date     Condition        Report By
 DN1294  HISTORY     - 1955     MONUMENTED       USE
 DN1294  HISTORY     - 1959     GOOD             USGS
 DN1294  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN1294
 DN1294                          STATION DESCRIPTION
 DN1294
 DN1294'DESCRIBED BY US ENGINEERS 1955 (RLE)
 DN1294'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF GAINSVILLE,
 DN1294'ABOUT 0.3 MILE NORTHWEST OF THE SOUTH END OF A RAILROAD BRIDGE
 DN1294'CROSSING THE RED RIVER AND ABOUT 200 FEET SOUTH OF THE RED
 DN1294'RIVER IN THE NORTHWEST CORNER OF A PASTURE.  IT IS ON THE
 DN1294'SOUTHEAST LOWER SLOPE OF A BRUSH COVERED MOUND, 50 FEET WEST
 DN1294'OF A FENCE AND 3.5 FEET EAST OF A WITNESS POST.  IT IS A
 DN1294'STANDARD U.S. ENGINEERS DEPARTMENT CAP THAT IS RIVETED TO
 DN1294'THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 12 INCHES.  THE
 DN1294'CAP IS STAMPED DR-143.
 DN1294'
 DN1294'R.M. NO. 1 IS ON THE SOUTHWEST SLOPE OF THE MOUND ON THE SAME
 DN1294'ELEVATION WITH THE STATION.  IT IS SET FLUSH AND THE DISK
 DN1294'IS STAMPED DR-143 NO 1 1955.
 DN1294'
 DN1294'R.M. NO. 2 IS AMONG THE BRUSH AND IS UPHILL FROM THE STATION.
 DN1294'IT IS ABOUT 1 FOOT ABOVE STATION ELEVATION, SET FLUSH, AND THE
 DN1294'DISK IS STAMPED DR-143 NO 2 1955.
 DN1294'
 DN1294'A TRAVERSE CONNECTION WAS MADE TO DR-142 (USE).
 DN1294'
 DN1294'THE AZIMUTH MARK (DR 142 (USE)) IS LOCATED ABOUT 500 FEET
 DN1294'NORTHWEST OF THE SOUTH END OF THE RAILROAD BRIDGE CROSSING
 DN1294'THE RED RIVER, ABOUT 250 FEET WEST OF THE MOUTH OF A SMALL
 DN1294'CREEK EMPTYING INTO THE RED RIVER, 54 FEET EAST OF A FENCE
 DN1294'AND 6 FEET NORTH OF A BLAZED 12-INCH TREE.  IT IS A STANDARD
 DN1294'U.S. ENGINEERS DEPARTMENT CAP RIVETED TO THE TOP OF A 4-INCH
 DN1294'IRON PIPE THAT PROJECTS 8 INCHES.  THE CAP IS STAMPED DR-142.
 DN1294'
 DN1294'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER
 DN1294'THE RED RIVER, ON U.S. HIGHWAY 77, GO SOUTH ON U.S. HIGHWAY
 DN1294'77 FOR 3.05 MILES TO THE JUNCTION WITH FARM ROAD 1202, TURN
 DN1294'RIGHT ON FARM ROAD 1202 AND GO WEST AND NORTH FOR 2.55 MILES
 DN1294'TO THE JUNCTION WITH FARM ROAD 1201, TURN RIGHT AND GO NORTH
 DN1294'ON FARM ROAD 1201 FOR 1.6 MILES TO THE END OF THE MACADAM
 DN1294'ROAD AND A WATER TANK ON THE RIGHT, CONTINUE STRAIGHT AHEAD
 DN1294'ON A GRAVELED ROAD FOR 1.9 TO A FORK, HERE LEAVE THE MAIN
 DN1294'TRAVELED ROAD AND TAKE THE RIGHT FORK FOR 0.35 MILE TO A
 DN1294'T-CROSSROAD, TURN RIGHT AND GO SOUTH AND EAST FOR 0.3 MILE
 DN1294'TO A T-ROAD LEFT AT A GATE, HERE CONTINUE STRAIGHT AHEAD
 DN1294'FOR 2.2 MILES TO A WIRE GATE ON THE LEFT, TURN LEFT, PASS
 DN1294'THROUGH GATE, THEN TURN A SHARP RIGHT AND CONTINUE ALONG THE
 DN1294'NORTH SIDE OF THE FENCE FOR 0.1 MILE TO TRACK ROAD LEFT,
 DN1294'TURN LEFT AND FOLLOW THE TRACK ROAD FOR 0.1 MILE TO A BRUSH
 DN1294'COVERED MOUND ON THE LEFT AND THE STATION AS DESCRIBED.
 DN1294'
 DN1294'TO REACH THE AZIMUTH MARK (DR 142 (USE)) FROM THE STATION GO
 DN1294'SOUTHEASTERLY ALONG A FENCE FOR 0.2 MILE TO A BLAZED FENCE
 DN1294'POST AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 DN1294
 DN1294                          STATION RECOVERY (1959)
 DN1294
 DN1294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DN1294'STATION WAS FOUND IN GOOD CONDITION.
 DN1294'
 DN1294'NEW ROUTE DESCRIPTION--TO REACH THE STATION FORM THE S END
 DN1294'OF THE BRIDGE OVER THE RED RIVER, ON U.S. HWY 77, (INTERSTATE 35).
 DN1294'GO S ON U.S. HWY 77 FOR 3.05 MILES TO FARM ROAD 1202, TURN
 DN1294'RIGHT ON FM 1202 AND GO W AND N FOR 2.55 MILES TO THE JUNCTION
 DN1294'WITH FM 1201, TURN RIGHT AND GO N ON FM 1201 FOR 4.1 MILES
 DN1294'TO GRADED ROAD SE.  (A REVERSED Y JUNCTION), TURN RIGHT FOR
 DN1294'0.6 MILES TO WIRE GATE AND FIELD ROAD LEFT, CONTINUE ON ROAD
 DN1294'SE THROUGH THE GATE FOR 0.6 MILES TO GATE, CONTINUE 1.0 MILES
 DN1294'TO CORRALS AND FENCED OFF ROAD, PASS THROUGH GATE ON LEFT,
 DN1294'TURN A SHARP RIGHT AND FOLLOW THE ROAD ON THE N SIDE OF
 DN1294'FENCE FOR 0.8 MILES TO A ROAD FORK TO THE NW, CONTINUE FOR
 DN1294'0.15 MILES TO A VERY DIM TRAIL TO THE N, HERE TURN LEFT
 DN1294'AND GO TOWARD THE RIVER FOR 0.15 MILES TO POINT OF TREES
 DN1294'ON SLOPE ON THE LEFT.  THE STATION IS THEN ABOUT 250 FT W
 DN1294'OF THE ROAD AND ON THE S SIDE OF THIS TREE GROUP.  THE
 DN1294'STATION, A USE 4 INCH IRON PIPE PROJECTING ABOUT 1 FT AND
 DN1294'A USCGS WITNESS POST HELPS LOCATE THE STATION.
 DN1294
 DN1294                          STATION RECOVERY (1995)
 DN1294
 DN1294'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0795 ***********************************************************************
 BM0795  DESIGNATION -  DR 4 CL USE
 BM0795  PID         -  BM0795
 BM0795  STATE/COUNTY-  TX/WILLIAMSON
 BM0795  USGS QUAD   -  GEORGETOWN (1982)
 BM0795
 BM0795                         *CURRENT SURVEY CONTROL
 BM0795  ___________________________________________________________________
 BM0795* NAD 83(1986)-  30 38 43.     (N)    097 40 40.     (W)     SCALED    
 BM0795* NAVD 88     -       208.098  (meters)     682.73   (feet)  ADJUSTED  
 BM0795  ___________________________________________________________________
 BM0795  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0795  DYNAMIC HT  -         207.818 (meters)     681.82  (feet)  COMP
 BM0795  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 BM0795
 BM0795  VERT ORDER  -  FIRST     CLASS II
 BM0795
 BM0795.The horizontal coordinates were scaled from a topographic map and have
 BM0795.an estimated accuracy of +/- 6 seconds.
 BM0795
 BM0795.The orthometric height was determined by differential leveling
 BM0795.and adjusted by the National Geodetic Survey in June 1991..
 BM0795
 BM0795.The geoid height was determined by GEOID03.
 BM0795
 BM0795.The dynamic height is computed by dividing the NAVD 88
 BM0795.geopotential number by the normal gravity value computed on the
 BM0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0795.degrees latitude (g = 980.6199 gals.).
 BM0795
 BM0795.The modeled gravity was interpolated from observed gravity values.
 BM0795
 BM0795;                    North         East    Units  Estimated Accuracy
 BM0795;SPC TX C     - 3,111,520.      954,500.      MT  (+/- 180 meters Scaled)
 BM0795
 BM0795                          SUPERSEDED SURVEY CONTROL
 BM0795
 BM0795.No superseded survey control is available for this station.
 BM0795
 BM0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU266910(NAD 83)
 BM0795_MARKER: DB = BENCH MARK DISK
 BM0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0795_SP_SET: CONCRETE POST
 BM0795_STAMPING: DR-4C-L 1980
 BM0795_MARK LOGO: USE   
 BM0795_PROJECTION: FLUSH
 BM0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0795+STABILITY: SURFACE MOTION
 BM0795
 BM0795  HISTORY     - Date     Condition        Report By
 BM0795  HISTORY     - 1980     MONUMENTED       USE
 BM0795  HISTORY     - 1980     GOOD             NGS
 BM0795  HISTORY     - 1990     GOOD             USPSQD
 BM0795  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0795
 BM0795                          STATION DESCRIPTION
 BM0795
 BM0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0795'0.9 KM (0.6 MI) NORTH FROM GEORGETOWN.
 BM0795'0.9 KM (0.6 MI) NORTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0795'COURTHOUSE IN GEORGETOWN, 20.7 METERS (68.0 FT) NORTHEAST OF THE EAST
 BM0795'END OF THE NORTH ABUTMENT OF A BRIDGE OVER THE NORTH FORK OF THE SAN
 BM0795'GABRIEL RIVER, 16.5 METERS (54.0 FT) EAST OF THE EAST EDGE OF THE EAST
 BM0795'SIDEWALK OF THE HIGHWAY, 19.6 METERS (64.0 FT) NORTHEAST OF A WOODEN
 BM0795'LIGHT POLE, 1.3 METERS (4.0 FT) WEST OF A FENCE, 0.7 METER (2.0 FT)
 BM0795'WEST OF AN 8-CM CEMENT FILLED PIPE WHICH PROJECTS 90 CM, 20.7 METERS
 BM0795'(68.0 FT) NORTHEAST OF BENCH MARK Q 1034.
 BM0795'THE MARK IS 5.0 M BELOW THE HIGHWAY.
 BM0795
 BM0795                          STATION RECOVERY (1990)
 BM0795
 BM0795'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0795'RECOVERED IN GOOD CONDITION.
 BM0795
 BM0795                          STATION RECOVERY (1999)
 BM0795
 BM0795'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0239 ***********************************************************************
 AZ0239  DESIGNATION -  DR 8 USE
 AZ0239  PID         -  AZ0239
 AZ0239  STATE/COUNTY-  TX/VAL VERDE
 AZ0239  USGS QUAD   -  SHUMLA (1973)
 AZ0239
 AZ0239                         *CURRENT SURVEY CONTROL
 AZ0239  ___________________________________________________________________
 AZ0239* NAD 83(1986)-  29 46 46.     (N)    101 23 42.     (W)     SCALED    
 AZ0239* NAVD 88     -       428.200  (meters)    1404.85   (feet)  ADJUSTED  
 AZ0239  ___________________________________________________________________
 AZ0239  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AZ0239  DYNAMIC HT  -         427.576 (meters)    1402.81  (feet)  COMP
 AZ0239  MODELED GRAV-     979,172.9   (mgal)                       NAVD 88
 AZ0239
 AZ0239  VERT ORDER  -  FIRST     CLASS II
 AZ0239
 AZ0239.The horizontal coordinates were scaled from a topographic map and have
 AZ0239.an estimated accuracy of +/- 6 seconds.
 AZ0239
 AZ0239.The orthometric height was determined by differential leveling
 AZ0239.and adjusted by the National Geodetic Survey in June 1991..
 AZ0239
 AZ0239.The geoid height was determined by GEOID03.
 AZ0239
 AZ0239.The dynamic height is computed by dividing the NAVD 88
 AZ0239.geopotential number by the normal gravity value computed on the
 AZ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0239.degrees latitude (g = 980.6199 gals.).
 AZ0239
 AZ0239.The modeled gravity was interpolated from observed gravity values.
 AZ0239
 AZ0239;                    North         East    Units  Estimated Accuracy
 AZ0239;SPC TXSC     - 4,218,050.      368,450.      MT  (+/- 180 meters Scaled)
 AZ0239
 AZ0239                          SUPERSEDED SURVEY CONTROL
 AZ0239
 AZ0239  NGVD 29 (??/??/92)  428.077  (m)         1404.45   (f) ADJ UNCH    1 2
 AZ0239
 AZ0239.Superseded values are not recommended for survey control.
 AZ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0239.See file dsdata.txt to determine how the superseded data were derived.
 AZ0239
 AZ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT684967(NAD 83)
 AZ0239_MARKER: DD = SURVEY DISK
 AZ0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0239_SP_SET: CULVERT
 AZ0239_STAMPING: D R 8 1941
 AZ0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0239
 AZ0239  HISTORY     - Date     Condition        Report By
 AZ0239  HISTORY     - 1941     MONUMENTED       DOD
 AZ0239  HISTORY     - 1958     GOOD             NGS
 AZ0239  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0239
 AZ0239                          STATION DESCRIPTION
 AZ0239
 AZ0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0239'11.95 MI E FROM LANGTRY.
 AZ0239'ABOUT 11.95 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0239'THE STATION AT LANGTRY, 3 POLES EAST-SOUTHEAST OF MILEPOST 431, IN THE
 AZ0239'TOP OF THE EAST-SOUTHEAST END OF THE SOUTH-SOUTHWEST CONCRETE HEAD
 AZ0239'WALL OF A 2X4-FOOT CULVERT UNDER U. S. HIGHWAY 90, 189 FEET
 AZ0239'SOUTH-SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE NEAR RAIL OF THE
 AZ0239'MAIN TRACK, 26 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AZ0239'ABOUT 100 YARDS SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE SHUMLA
 AZ0239'SIDING SIGN AND PHONE BOOTH, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AZ0239'HIGHWAY.
 AZ0239
 AZ0239                          STATION RECOVERY (1981)
 AZ0239
 AZ0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0239'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0669 ***********************************************************************
 CT0669  DESIGNATION -  DRAB
 CT0669  PID         -  CT0669
 CT0669  STATE/COUNTY-  TX/TAYLOR
 CT0669  USGS QUAD   -  TUSCOLA (1967)
 CT0669
 CT0669                         *CURRENT SURVEY CONTROL
 CT0669  ___________________________________________________________________
 CT0669* NAD 83(1993)-  32 07 39.23167(N)    099 50 37.57150(W)     ADJUSTED  
 CT0669* NAVD 88     -       609.951  (meters)    2001.15   (feet)  ADJUSTED  
 CT0669  ___________________________________________________________________
 CT0669  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CT0669  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CT0669  DYNAMIC HT  -         609.154 (meters)    1998.53  (feet)  COMP
 CT0669  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 CT0669
 CT0669  HORZ ORDER  -  SECOND
 CT0669  VERT ORDER  -  SECOND    CLASS 0
 CT0669
 CT0669.The horizontal coordinates were established by classical geodetic methods
 CT0669.and adjusted by the National Geodetic Survey in February 1996..
 CT0669
 CT0669.The orthometric height was determined by differential leveling
 CT0669.and adjusted by the National Geodetic Survey in June 1991..
 CT0669
 CT0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0669
 CT0669.The geoid height was determined by GEOID03.
 CT0669
 CT0669.The dynamic height is computed by dividing the NAVD 88
 CT0669.geopotential number by the normal gravity value computed on the
 CT0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0669.degrees latitude (g = 980.6199 gals.).
 CT0669
 CT0669.The modeled gravity was interpolated from observed gravity values.
 CT0669
 CT0669;                    North         East     Units Scale Factor Converg.
 CT0669;SPC TXNC     - 2,051,921.514   473,202.334   MT  1.00000160   -0 43 58.4
 CT0669;SPC TXNC     - 6,732,012.50  1,552,497.99   sFT  1.00000160   -0 43 58.4
 CT0669;SPC TX C     - 3,272,924.953   746,199.532   MT  1.00007475   +0 15 07.8
 CT0669;SPC TX C     -10,737,921.28  2,448,156.30   sFT  1.00007475   +0 15 07.8
 CT0669;UTM  14      - 3,554,887.054   420,410.709   MT  0.99967812   -0 26 55.5
 CT0669
 CT0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0669!SPC TXNC     -   0.99990834  x   1.00000160  =   0.99990994
 CT0669!SPC TX C     -   0.99990834  x   1.00007475  =   0.99998308
 CT0669!UTM  14      -   0.99990834  x   0.99967812  =   0.99958649
 CT0669
 CT0669:                Primary Azimuth Mark                     Grid Az
 CT0669:SPC TXNC     -  BURNS                                    154 47 03.0
 CT0669:SPC TX C     -  BURNS                                    153 47 56.8
 CT0669:UTM  14      -  BURNS                                    154 30 00.1
 CT0669
 CT0669|---------------------------------------------------------------------|
 CT0669| PID    Reference Object                     Distance      Geod. Az  |
 CT0669|                                                           dddmmss.s |
 CT0669| CT1128 BURNS                               APPROX.13.1 KM 1540304.6 |
 CT0669| CT0668 DRAB RM 1                            25.539 METERS 18046     |
 CT0669| CT0670 DRAB RM 2                            25.245 METERS 26842     |
 CT0669|---------------------------------------------------------------------|
 CT0669
 CT0669                          SUPERSEDED SURVEY CONTROL
 CT0669
 CT0669  NAD 83(1986)-  32 07 39.23866(N)    099 50 37.55824(W) AD(       ) 2
 CT0669  NAD 27      -  32 07 38.73270(N)    099 50 36.25380(W) AD(       ) 2
 CT0669  NGVD 29 (??/??/92)  609.815  (m)         2000.70   (f) ADJ UNCH    2 0
 CT0669
 CT0669.Superseded values are not recommended for survey control.
 CT0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0669.See file dsdata.txt to determine how the superseded data were derived.
 CT0669
 CT0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2041154887(NAD 83)
 CT0669_MARKER: DB = BENCH MARK DISK
 CT0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0669_STAMPING: DRAB 1961
 CT0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0669+STABILITY: SURFACE MOTION
 CT0669
 CT0669  HISTORY     - Date     Condition        Report By
 CT0669  HISTORY     - 1961     MONUMENTED       CGS
 CT0669  HISTORY     - 1961     GOOD             CGS
 CT0669  HISTORY     - 1982     GOOD             NGS
 CT0669  HISTORY     - 19940708 GOOD             USPSQD
 CT0669
 CT0669                          STATION DESCRIPTION
 CT0669
 CT0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT0669'THE STATION IS 6-1/2 MILES SOUTH-SOUTHWEST OF TUSCOLA, 4 MILES
 CT0669'NORTHEAST OF BRADSHAW, ALONG THE NORTH SIDE OF FARM ROAD
 CT0669'604 ON PROPERTY OWNED BY MR. JOHN F. BROWN.
 CT0669'
 CT0669'TO REACH THE STATION FROM THE POST OFFICE IN BRADSHAW GO
 CT0669'EAST ON FARM ROAD 1086 FOR 0.1 MILE TO THE JUNCTION WITH U.S.
 CT0669'HIGHWAY 83, TURN LEFT, NORTH, AND GO 2.8 MILES TO A CROSSROAD
 CT0669'AND THE JUNCTION WITH FARM ROAD 604, TURN RIGHT, EAST, AND GO
 CT0669'1.15 MILES TO A WIRE GATE ON THE LEFT AND THE STATION ON THE
 CT0669'LEFT AS DESCRIBED, ABOUT 150 FEET NORTHEAST OF A STONE HOUSE.
 CT0669'
 CT0669'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CT0669'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES AND IS STAMPED
 CT0669'DRAB 1961.  IT IS 4 FEET NORTH OF AN EAST-WEST FENCE LINE, 5.5
 CT0669'FEET EAST OF A METAL WITNESS POST, 18 FEET WEST OF THE CENTER OF
 CT0669'A TRACK ROAD AND 44 FEET NORTH OF THE CENTER OF FARM ROAD 604.
 CT0669'
 CT0669'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 CT0669'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES AND IS
 CT0669'STAMPED DRAB R.M. NO. 1. 1961.  IT IS 54 FEET WEST OF A POWERLINE
 CT0669'POLE, 40 FEET SOUTH OF THE CENTER OF FARM ROAD 604, SET IN AN
 CT0669'EAST-WEST FENCE LINE AND IS TWO FEET LOWER IN ELEVATION THAN
 CT0669'THE STATION.
 CT0669'
 CT0669'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 CT0669'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES
 CT0669'AND IS STAMPED DRAB R.M. NO. 2 1961.  IT IS 21 FEET NORTH
 CT0669'OF THE CENTER OF FARM ROAD 604, SET IN AN EAST-WEST FENCE LINE.
 CT0669'
 CT0669'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 CT0669
 CT0669                          STATION RECOVERY (1961)
 CT0669
 CT0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CT0669'4.05 MI NE FROM BRADSHAW.
 CT0669'0.1 MILE EAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT BRADSHAW,
 CT0669'THENCE 2.8 MILES NORTH ALONG U.S. HIGHWAY 83, THENCE 1.15 MILES EAST
 CT0669'ALONG FARM ROAD 604, 83.8 FEET NORTH OF R.M. 1, 82.8 FEET EAST OF R.M.
 CT0669'2, 5.5 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 CT0669'SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 CT0669
 CT0669                          STATION RECOVERY (1982)
 CT0669
 CT0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CT0669'THE STATION, REFERENCE MARKS NO 1 AND 2 WERE RECOVERED IN GOOD
 CT0669'CONDITION AS DESCRIBED IN 1961.
 CT0669
 CT0669                          STATION RECOVERY (1994)
 CT0669
 CT0669'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0668 ***********************************************************************
 CT0668  DESIGNATION -  DRAB RM 1
 CT0668  PID         -  CT0668
 CT0668  STATE/COUNTY-  TX/TAYLOR
 CT0668  USGS QUAD   -  TUSCOLA (1967)
 CT0668
 CT0668                         *CURRENT SURVEY CONTROL
 CT0668  ___________________________________________________________________
 CT0668* NAD 83(1986)-  32 07 38.     (N)    099 50 37.     (W)     SCALED    
 CT0668* NAVD 88     -       609.312  (meters)    1999.05   (feet)  ADJUSTED  
 CT0668  ___________________________________________________________________
 CT0668  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CT0668  DYNAMIC HT  -         608.516 (meters)    1996.44  (feet)  COMP
 CT0668  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 CT0668
 CT0668  VERT ORDER  -  SECOND    CLASS 0
 CT0668
 CT0668.The horizontal coordinates were scaled from a topographic map and have
 CT0668.an estimated accuracy of +/- 6 seconds.
 CT0668
 CT0668.The orthometric height was determined by differential leveling
 CT0668.and adjusted by the National Geodetic Survey in June 1991..
 CT0668
 CT0668.The geoid height was determined by GEOID03.
 CT0668
 CT0668.The dynamic height is computed by dividing the NAVD 88
 CT0668.geopotential number by the normal gravity value computed on the
 CT0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0668.degrees latitude (g = 980.6199 gals.).
 CT0668
 CT0668.The modeled gravity was interpolated from observed gravity values.
 CT0668
 CT0668;                    North         East    Units  Estimated Accuracy
 CT0668;SPC TXNC     - 2,051,880.      473,220.      MT  (+/- 180 meters Scaled)
 CT0668
 CT0668                          SUPERSEDED SURVEY CONTROL
 CT0668
 CT0668  NGVD 29 (??/??/92)  609.176  (m)         1998.60   (f) ADJ UNCH    2 0
 CT0668
 CT0668.Superseded values are not recommended for survey control.
 CT0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0668.See file dsdata.txt to determine how the superseded data were derived.
 CT0668
 CT0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA204548(NAD 83)
 CT0668_MARKER: DR = REFERENCE MARK DISK
 CT0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0668_STAMPING: DRAB NO 1 1961
 CT0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0668+STABILITY: SURFACE MOTION
 CT0668
 CT0668  HISTORY     - Date     Condition        Report By
 CT0668  HISTORY     - 1961     MONUMENTED       CGS
 CT0668  HISTORY     - 19940708 GOOD             USPSQD
 CT0668
 CT0668                          STATION DESCRIPTION
 CT0668
 CT0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0668'4.05 MI NE FROM BRADSHAW.
 CT0668'0.1 MILE EAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT BRADSHAW,
 CT0668'THENCE 2.8 MILES NORTH ALONG U.S. HIGHWAY 83, THENCE 1.15 MILES EAST
 CT0668'ALONG FARM ROAD 604, 83.8 FEET SOUTH OF A TRIANGULATION STATION, 54
 CT0668'FEET WEST OF A POWER POLE, 40 FEET SOUTH OF CENTERLINE OF THE HIGHWAY,
 CT0668'IN A FENCE LINE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2
 CT0668'INCHES ABOVE GROUND.
 CT0668
 CT0668                          STATION RECOVERY (1994)
 CT0668
 CT0668'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0670 ***********************************************************************
 CT0670  DESIGNATION -  DRAB RM 2
 CT0670  PID         -  CT0670
 CT0670  STATE/COUNTY-  TX/TAYLOR
 CT0670  USGS QUAD   -  TUSCOLA (1967)
 CT0670
 CT0670                         *CURRENT SURVEY CONTROL
 CT0670  ___________________________________________________________________
 CT0670* NAD 83(1986)-  32 07 38.     (N)    099 50 37.     (W)     SCALED    
 CT0670* NAVD 88     -       609.870  (meters)    2000.88   (feet)  ADJUSTED  
 CT0670  ___________________________________________________________________
 CT0670  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CT0670  DYNAMIC HT  -         609.073 (meters)    1998.27  (feet)  COMP
 CT0670  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 CT0670
 CT0670  VERT ORDER  -  SECOND    CLASS 0
 CT0670
 CT0670.The horizontal coordinates were scaled from a topographic map and have
 CT0670.an estimated accuracy of +/- 6 seconds.
 CT0670
 CT0670.The orthometric height was determined by differential leveling
 CT0670.and adjusted by the National Geodetic Survey in June 1991..
 CT0670
 CT0670.The geoid height was determined by GEOID03.
 CT0670
 CT0670.The dynamic height is computed by dividing the NAVD 88
 CT0670.geopotential number by the normal gravity value computed on the
 CT0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0670.degrees latitude (g = 980.6199 gals.).
 CT0670
 CT0670.The modeled gravity was interpolated from observed gravity values.
 CT0670
 CT0670;                    North         East    Units  Estimated Accuracy
 CT0670;SPC TXNC     - 2,051,880.      473,220.      MT  (+/- 180 meters Scaled)
 CT0670
 CT0670                          SUPERSEDED SURVEY CONTROL
 CT0670
 CT0670  NGVD 29 (??/??/92)  609.734  (m)         2000.44   (f) ADJ UNCH    2 0
 CT0670
 CT0670.Superseded values are not recommended for survey control.
 CT0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0670.See file dsdata.txt to determine how the superseded data were derived.
 CT0670
 CT0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA204548(NAD 83)
 CT0670_MARKER: DR = REFERENCE MARK DISK
 CT0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0670_STAMPING: DRAB NO 2 1961
 CT0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0670+STABILITY: SURFACE MOTION
 CT0670
 CT0670  HISTORY     - Date     Condition        Report By
 CT0670  HISTORY     - 1961     MONUMENTED       CGS
 CT0670  HISTORY     - 19940708 GOOD             USPSQD
 CT0670
 CT0670                          STATION DESCRIPTION
 CT0670
 CT0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0670'4.05 MI NE FROM BRADSHAW.
 CT0670'0.1 MILE EAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT BRADSHAW,
 CT0670'THENCE 2.8 MILES NORTH ALONG U.S. HIGHWAY 83, THENCE 1.15 MILES EAST
 CT0670'ALONG FARM ROAD 604, 82.8 FEET WEST OF A TRIANGULATION STATION, 21
 CT0670'FEET NORTH OF CENTERLINE OF THE HIGHWAY, IN A EAST-WEST FENCE LINE,
 CT0670'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CT0670
 CT0670                          STATION RECOVERY (1994)
 CT0670
 CT0670'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6679 ***********************************************************************
 AW6679  DESIGNATION -  DRACUP
 AW6679  PID         -  AW6679
 AW6679  STATE/COUNTY-  TX/HARRIS
 AW6679  USGS QUAD   -  SETTEGAST (1995)
 AW6679
 AW6679                         *CURRENT SURVEY CONTROL
 AW6679  ___________________________________________________________________
 AW6679* NAD 83(1993)-  29 46 41.29917(N)    095 18 02.67973(W)     ADJUSTED  
 AW6679* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AW6679  ___________________________________________________________________
 AW6679  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW6679  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6679
 AW6679  HORZ ORDER  -  FIRST
 AW6679
 AW6679.The horizontal coordinates were established by classical geodetic methods
 AW6679.and adjusted by the National Geodetic Survey in February 1996..
 AW6679
 AW6679.The orthometric height was scaled from a topographic map.
 AW6679
 AW6679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6679
 AW6679.The geoid height was determined by GEOID03.
 AW6679
 AW6679;                    North         East     Units Scale Factor Converg.
 AW6679;SPC TXSC     - 4,221,194.158   957,620.785   MT  0.99989306   +1 48 44.3
 AW6679;SPC TXSC     -13,849,034.50  3,141,794.19   sFT  0.99989306   +1 48 44.3
 AW6679;UTM  15      - 3,296,420.385   277,576.092   MT  1.00021044   -1 08 35.2
 AW6679
 AW6679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6679!SPC TXSC     -   1.00000224  x   0.99989306  =   0.99989530
 AW6679!UTM  15      -   1.00000224  x   1.00021044  =   1.00021268
 AW6679
 AW6679:                Primary Azimuth Mark                     Grid Az
 AW6679:SPC TXSC     -  HOUSTON IMC BARITE PLANT MAST            006 38 42.6
 AW6679:UTM  15      -  HOUSTON IMC BARITE PLANT MAST            009 36 02.1
 AW6679
 AW6679|---------------------------------------------------------------------|
 AW6679| PID    Reference Object                     Distance      Geod. Az  |
 AW6679|                                                           dddmmss.s |
 AW6679| AW6678 HOUSTON IMC BARITE PLANT MAST       APPROX. 1.2 KM 0082726.9 |
 AW6679| AW6668 HOUSTON RAD STA KPRC CEN MAST       APPROX. 3.7 KM 0345650.5 |
 AW6679| AW6673 HOUSTON P M GRENADER CO TANK        APPROX. 1.8 KM 0602228.5 |
 AW6679| AW6670 HOUSTON DIST NO 17 WATER TANK       APPROX. 2.3 KM 1201713.7 |
 AW6679| AW6671 HOUSTON PORT CITY COMPRESS TK       APPROX. 2.9 KM 1383309.8 |
 AW6679| AW6669 HOUSTON ENJAY CHEMICAL CO TANK      APPROX. 3.6 KM 1455811.8 |
 AW6679| AW6676 HOUSTON SHIP CHANNEL NAV N TK       APPROX. 2.8 KM 1632900.6 |
 AW6679| AW6683 HOUSTON AMERICAN CAN CO TANK        APPROX. 2.1 KM 2113412.4 |
 AW6679| CV7108 DRACUP RM 1                          25.631 METERS 23556     |
 AW6679| AW6662 LATHROP HL P 1939                    14.288 METERS 26923     |
 AW6679| AW6661 HOUSTON DENVER HARBOR MUN TANK       13.715 METERS 27258     |
 AW6679| CV7109 DRACUP RM 2                          23.692 METERS 31105     |
 AW6679| AW6688 WAYNE RM 5                          APPROX. 3.5 KM 3145648.9 |
 AW6679|---------------------------------------------------------------------|
 AW6679
 AW6679                          SUPERSEDED SURVEY CONTROL
 AW6679
 AW6679  NAD 83(1986)-  29 46 41.31384(N)    095 18 02.66068(W) AD(       ) 1
 AW6679  NAD 27      -  29 46 40.49644(N)    095 18 01.89018(W) AD(       ) 1
 AW6679
 AW6679.Superseded values are not recommended for survey control.
 AW6679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6679.See file dsdata.txt to determine how the superseded data were derived.
 AW6679
 AW6679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7757696420(NAD 83)
 AW6679_MARKER: DS = TRIANGULATION STATION DISK
 AW6679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6679
 AW6679  HISTORY     - Date     Condition        Report By
 AW6679  HISTORY     - 1968     MONUMENTED       CGS
 AW6679  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW6679
 AW6679                          STATION DESCRIPTION
 AW6679
 AW6679'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6679'THE STATION IS LOCATED IN AN AREA KNOWN AS HARBOURDALE ON THE
 AW6679'PROPERTY OF THE HOUSTON WATER DEPARTMENT ABOUT 4 MILES EAST AND 1-1/2
 AW6679'MILES NORTH OF THE CENTER OF HOUSTON AND IN THE NORTHEAST ANGLE
 AW6679'OF THE INTERSECTION OF LATHROP AND BROWNWOOD STREETS.
 AW6679'
 AW6679'TO REACH THE STATION FROM A POINT WHERE LATHROP STREET PASSES UNDER
 AW6679'INTERSTATE HIGHWAY 10, GO NORTH ON LATHROP STREET FOR 0.25 MILE TO
 AW6679'THE INTERSECTION OF LATHROP AND BROWNWOOD STREETS AND THE
 AW6679'STATION.
 AW6679'
 AW6679'THE STATION MARK IS A STANDARD DISK STAMPED DRACUP 1968, SET IN
 AW6679'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6679'2 INCHES ABOVE THE GROUND.  IT IS 50.6 FEET NORTHWEST OF THE
 AW6679'SOUTHEAST CORNER OF A CHAIN LINK FENCE, 46.8 FEET NORTH OF AN
 AW6679'EAST-WEST CHAIN LINK FENCE, 27.0 FEET EAST-SOUTHEAST OF THE
 AW6679'NORTHEAST LEG OF A WATER TANK, 24.0 FEET NORTHEAST OF THE
 AW6679'SOUTHEAST LEG OF THE WATER TANK AND 19.6 FEET WEST OF A
 AW6679'NORTH-SOUTH CHAIN LINK FENCE.
 AW6679'
 AW6679'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DRACUP NO 1 1968, SET
 AW6679'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6679'3 INCHES ABOVE THE GROUND.  IT IS 40.2 FEET EAST OF THE SOUTHWEST
 AW6679'CORNER OF THE CHAIN LINK FENCE AND THE WEST GATE POST, 34.0 FEET
 AW6679'SOUTHWEST OF THE SOUTH LEG OF THE WATER TANK, 26 FEET NORTH OF
 AW6679'THE CENTER OF BROWNWOOD STREET, 15.0 FEET NORTHWEST OF POWER LINE
 AW6679'POLE NUMBER 6903, 1.1 FEET NORTH OF THE EAST-WEST CHAIN LINK
 AW6679'FENCE AND 1.1 FEET NORTHEAST OF A METAL WITNESS POST.
 AW6679'
 AW6679'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DRACUP NO 2 1968, SET
 AW6679'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6679'2 INCHES ABOVE THE GROUND.  IT IS 51.3 FEET EAST OF THE NORTHWEST
 AW6679'CORNER OF THE CHAIN LINK FENCE, 36.2 FEET NORTH-NORTHEAST OF THE
 AW6679'NORTHWEST LEG OF THE WATER TANK, 25.3 FEET NORTH-NORTHWEST OF THE
 AW6679'NORTH LEG OF THE WATER TANK AND 0.9 FOOT SOUTH OF AN EAST-WEST
 AW6679'CHAIN LINK FENCE.
 AW6679'
 AW6679'LATHROP (HLPCO) IS A HOUSTON LIGHTING AND POWER COMPANY
 AW6679'TRIANGULATION STATION BRONZE DISK STAMPED LATHROP 1939, ATTACHED
 AW6679'TO THE TOP OF A 2-INCH SQUARE STEEL POST WHICH IS FLUSH WITH THE
 AW6679'GROUND.  IT IS 1.5 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF
 AW6679'A SMALL WOODEN FRAME BUILDING AND 1.4 FEET SOUTH-SOUTHWEST OF THE
 AW6679'SOUTHWEST EDGE OF THE RISER OF THE WATER TANK.
 AW6679'
 AW6679'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 AW6679'
 AW6679'R.M. 1 TO R.M. 2 = 98.80 FEET, 30.115 METERS.
 AW6679'
 AW6679'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AW6679
 AW6679                          STATION RECOVERY (1996)
 AW6679
 AW6679'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0170 ***********************************************************************
 AH0170  DESIGNATION -  DRAW
 AH0170  PID         -  AH0170
 AH0170  STATE/COUNTY-  TX/NUECES
 AH0170  USGS QUAD   -  ESTES (1975)
 AH0170
 AH0170                         *CURRENT SURVEY CONTROL
 AH0170  ___________________________________________________________________
 AH0170* NAD 83(1993)-  27 53 27.05090(N)    097 06 40.23126(W)     ADJUSTED  
 AH0170* NAVD 88     -         1.470  (meters)       4.82   (feet)  ADJUSTED  
 AH0170  ___________________________________________________________________
 AH0170  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AH0170  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH0170  DYNAMIC HT  -           1.467 (meters)       4.81  (feet)  COMP
 AH0170  MODELED GRAV-     979,145.1   (mgal)                       NAVD 88
 AH0170
 AH0170  HORZ ORDER  -  THIRD
 AH0170  VERT ORDER  -  FIRST     CLASS I
 AH0170
 AH0170.The horizontal coordinates were established by classical geodetic methods
 AH0170.and adjusted by the National Geodetic Survey in February 1996..
 AH0170
 AH0170.The orthometric height was determined by differential leveling
 AH0170.and adjusted by the National Geodetic Survey in December 1997..
 AH0170
 AH0170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0170
 AH0170.The geoid height was determined by GEOID03.
 AH0170
 AH0170.The dynamic height is computed by dividing the NAVD 88
 AH0170.geopotential number by the normal gravity value computed on the
 AH0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0170.degrees latitude (g = 980.6199 gals.).
 AH0170
 AH0170.The modeled gravity was interpolated from observed gravity values.
 AH0170
 AH0170;                    North         East     Units Scale Factor Converg.
 AH0170;SPC TX S     - 5,247,183.244   436,744.091   MT  1.00001507   +0 37 49.9
 AH0170;SPC TX S     -17,215,133.69  1,432,884.57   sFT  1.00001507   +0 37 49.9
 AH0170;SPC TXSC     - 4,007,876.807   786,000.162   MT  1.00017774   +0 55 31.3
 AH0170;SPC TXSC     -13,149,175.82  2,578,735.53   sFT  1.00017774   +0 55 31.3
 AH0170;UTM  14      - 3,086,544.974   685,919.877   MT  1.00002666   +0 53 01.8
 AH0170
 AH0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0170!SPC TX S     -   1.00000394  x   1.00001507  =   1.00001901
 AH0170!SPC TXSC     -   1.00000394  x   1.00017774  =   1.00018168
 AH0170!UTM  14      -   1.00000394  x   1.00002666  =   1.00003060
 AH0170
 AH0170:                Primary Azimuth Mark                     Grid Az
 AH0170:SPC TX S     -  PORT ARANSAS TANK                        144 40 10.9
 AH0170:SPC TXSC     -  PORT ARANSAS TANK                        144 22 29.5
 AH0170:UTM  14      -  PORT ARANSAS TANK                        144 24 59.0
 AH0170
 AH0170|---------------------------------------------------------------------|
 AH0170| PID    Reference Object                     Distance      Geod. Az  |
 AH0170|                                                           dddmmss.s |
 AH0170| AH1160 PORT ARANSAS TANK                   APPROX. 8.2 KM 1451800.8 |
 AH0170| AH1199 ARANSAS PASS WATER TANK             APPROX. 3.5 KM 2912147.6 |
 AH0170|---------------------------------------------------------------------|
 AH0170
 AH0170                          SUPERSEDED SURVEY CONTROL
 AH0170
 AH0170  NAD 83(1986)-  27 53 27.05745(N)    097 06 40.20901(W) AD(       ) 3
 AH0170  NAD 27      -  27 53 25.97000(N)    097 06 39.24900(W) AD(       ) 3
 AH0170  NAVD 88 (06/15/91)    1.500  (m)            4.92   (f) UNKNOWN     1 1
 AH0170  NGVD 29 (??/??/92)    1.617  (m)            5.31   (f) ADJ UNCH    1 1
 AH0170
 AH0170.Superseded values are not recommended for survey control.
 AH0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0170.See file dsdata.txt to determine how the superseded data were derived.
 AH0170
 AH0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8592086545(NAD 83)
 AH0170_MARKER: DS = TRIANGULATION STATION DISK
 AH0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0170_STAMPING: DRAW 1934
 AH0170_MARK LOGO: CGS   
 AH0170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0170+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0170
 AH0170  HISTORY     - Date     Condition        Report By
 AH0170  HISTORY     - 1934     MONUMENTED       CGS
 AH0170  HISTORY     - 1941     GOOD             USE
 AH0170  HISTORY     - 1947     GOOD             CGS
 AH0170  HISTORY     - 1949     GOOD             CGS
 AH0170  HISTORY     - 1951     GOOD             CGS
 AH0170  HISTORY     - 1959     GOOD             NGS
 AH0170  HISTORY     - 1963     GOOD             MOBIL
 AH0170  HISTORY     - 1964     GOOD             CGS
 AH0170  HISTORY     - 1969     GOOD             CGS
 AH0170  HISTORY     - 1970     GOOD             NGS
 AH0170  HISTORY     - 1978     GOOD             NGS
 AH0170  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0170  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0170  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0170  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0170  HISTORY     - 19891019 GOOD             NOS
 AH0170  HISTORY     - 19970203 GOOD             NGS
 AH0170
 AH0170                          STATION DESCRIPTION
 AH0170
 AH0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH0170'STATION IS LOCATED ABOUT 2 MILES ESE OF ARANSAS PASS, ON
 AH0170'THE RIGHT-OF-WAY OF THE CAUSEWAY BUILT BETWEEN ARANSAS PASS
 AH0170'AND HARBOR ISLAND WHICH IS OWNED BY THE HARBOR ISLAND
 AH0170'TRANSPORTATION COMPANY.  IT IS ABOUT 300 METERS S OF THE S END OF
 AH0170'HOG ISLAND, 95 METERS W OF W END OF TRESTLE WHERE DRAWBRIDGE
 AH0170'IS LOCATED, 3.08 METERS S OF S RAIL OF RAILROAD TRACK,
 AH0170'AND MIDWAY BETWEEN POWER-TRANSMISSION LINE ON THE N AND
 AH0170'TELEPHONE LINES ON THE S.
 AH0170'
 AH0170'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH0170'NO REFERENCE MARK WAS SET.
 AH0170'
 AH0170'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH0170'ARANSAS PASS LIGHTHOUSE, 110 DEG.  S COUNTERWEIGHT ON DRAWBRIDGE
 AH0170'(200 METERS DISTANT), 119-1/2 DEG.  PORT ARANSAS, TANK,
 AH0170'126-1/2 DEG.  NE CORNER OF SHACK (35 METERS DISTANT), 152 DEG.
 AH0170'ARANSAS PASS, TANK, 289 DEG.
 AH0170'
 AH0170'HEIGHT OF LIGHT ABOVE STATION MARK - 3.5 METERS.
 AH0170
 AH0170                          STATION RECOVERY (1941)
 AH0170
 AH0170'RECOVERY NOTE BY US ENGINEERS 1941
 AH0170'DESCRIPTION GOOD.
 AH0170
 AH0170                          STATION RECOVERY (1947)
 AH0170
 AH0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AH0170'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 AH0170'NOW 4 METERS FROM THE CENTER LINE OF THE ROAD.
 AH0170
 AH0170                          STATION RECOVERY (1949)
 AH0170
 AH0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH0170'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION OF
 AH0170'1934 IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--RAILROAD
 AH0170'S RAIL MENTIONED IN FORMER DESCRIPTION NO LONGER EXISTS.
 AH0170'STATION IS 13.0 FEET S OF CENTER LINE OF ROAD.
 AH0170'
 AH0170'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A 12-INCH
 AH0170'SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND STAMPED
 AH0170'DRAW 1934.
 AH0170
 AH0170                          STATION RECOVERY (1951)
 AH0170
 AH0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 AH0170'1.85 MILES E ALONG THE CAUSEWAY LEADING TO PORT ARANSAS FROM THE
 AH0170'TOLLGATE AT ARANSAS PASS, 300 FEET W OF THE W END OF A BRIDGE,
 AH0170'12 FEET S OF THE CENTER LINE OF THE ROAD, AND 2 FEET W OF
 AH0170'A WITNESS POST.  STATION MARK IS A STANDARD STATION DISK
 AH0170'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AH0170'GROUND.  IT IS STAMPED DRAW 1934.
 AH0170
 AH0170                          STATION RECOVERY (1959)
 AH0170
 AH0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0170'1.8 MI E FROM ARANSAS PASS.
 AH0170'ABOUT 1.8 MILES EAST ALONG THE CAUSEWAY FROM THE TOLL GATE AT ARANSAS
 AH0170'PASS, 12 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 300 FEET WEST OF
 AH0170'THE WEST END OF A BRIDGE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 AH0170'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 AH0170'PROJECTING 4 INCHES.
 AH0170
 AH0170                          STATION RECOVERY (1963)
 AH0170
 AH0170'RECOVERY NOTE BY MOBIL OIL CORPORATION 1963
 AH0170'STATION WAS RECOVERED IN GOOD CONDITION.
 AH0170'
 AH0170'THE DRAWBRIDGE HAS BEEN DISMANTLED AND THE RAILROAD TRACK
 AH0170'HAS BEEN COVERED BY ASPHALT PAVEMENT.  ALSO A NEW CAUSEWAY
 AH0170'HAS BEEN CONSTRUCTED BY THE HIGHWAY DEPARTMENT TO THE SOUTH
 AH0170'OF STATION.  THE STATION IS ACCESSIBLE FROM THE NEW CAUSEWAY.
 AH0170
 AH0170                          STATION RECOVERY (1964)
 AH0170
 AH0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 AH0170'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AH0170'THE STATION IS ABOUT 2 MILES EAST OF ARANSAS PASS AND ABOUT
 AH0170'1/4 MILE SOUTH OF THE SOUTH END OF HOG ISLAND, 300 FEET NORTH
 AH0170'OF STATE HIGHWAY 361 (ROAD WHICH LEADS TO PORT ARANSAS),
 AH0170'13 FEET SOUTH OF THE CENTER OF AN ABANDON SURFACED ROAD,
 AH0170'AND 1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD DISK
 AH0170'STAMPED DRAW 1934, IS SET IN A 12 IN X 12 IN CONCRETE POST
 AH0170'WHICH PROJECTS 2 INCHES.
 AH0170'
 AH0170'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AH0170'35 AND 361 IN ARANSAS PASS, GO EASTERLY ON STATE HIGHWAY
 AH0170'361 FOR 1.9 MILES TO THE STATION ON THE LEFT.
 AH0170
 AH0170                          STATION RECOVERY (1969)
 AH0170
 AH0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH0170'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1964 RECOVERY
 AH0170'NOTE BY S. E. U., AND FOUND IN GOOD CONDITION.  THE STATION
 AH0170'IS 4 FEET NORTH OF A CREOSOTED WITNESS POST WHICH PROJECTS
 AH0170'ABOUT 5 FEET.
 AH0170'
 AH0170'A NEW TO REACH FOLLOWS--
 AH0170'
 AH0170'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AH0170'35 (BUSINESS ROUTE) AND 361 IN ARANSAS PASS, GO EAST ON
 AH0170'HIGHWAY 361, AS PER SIGN PORT ARANSAS, FOR 2.3 MILES TO A SAND
 AH0170'ROAD LEFT, WHICH LEADS TO CAPTAINS COVE MARINA.  TURN LEFT
 AH0170'ON THE SAND ROAD FOR 0.05 MILE TO AN OLD MACADAM ROAD-BED,
 AH0170'AND THE STATION 45 PACES TO THE LEFT.
 AH0170'
 AH0170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 AH0170'EAST-SOUTHEAST OF ARANSAS PASS
 AH0170
 AH0170                          STATION RECOVERY (1970)
 AH0170
 AH0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (ALP)
 AH0170'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 AH0170'L. F. SMITH IN 1969 IS ADEQUATE.
 AH0170'
 AH0170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 AH0170'EAST-SOUTHEAST OF ARANSAS PASS.
 AH0170
 AH0170                          STATION RECOVERY (1978)
 AH0170
 AH0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0170'2.4 MILES SOUTHEAST ALONG THE NEW CAUSEWAY, STATE HIGHWAY 361, FROM
 AH0170'THE JUNCTION WITH COMMERCIAL STREET AT ARANSAS PASS, TO A SHELL ROAD,
 AH0170'THEN 0.1 MILE ON A SHELL ROAD NORTHEAST TO WATERS EDGE AND STATION
 AH0170'SITE. 125 FEET SOUTHWEST OF HIGHWATER LINE OF ARANSAS CHANNEL, 52
 AH0170'FEET SOUTHEAST OF A POWERLINE POLE AND 12 FEET SOUTH OF THE CENTERLINE
 AH0170'OF AN OLD ABANDONED PAVED ROAD.
 AH0170
 AH0170                          STATION RECOVERY (1989)
 AH0170
 AH0170'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AH0170'MARK NOT FOUND.
 AH0170
 AH0170                          STATION RECOVERY (1989)
 AH0170
 AH0170'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0170'MARK NOT FOUND.
 AH0170
 AH0170                          STATION RECOVERY (1989)
 AH0170
 AH0170'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0170'MARK NOT FOUND.
 AH0170
 AH0170                          STATION RECOVERY (1989)
 AH0170
 AH0170'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0170'MARK NOT FOUND.
 AH0170
 AH0170                          STATION RECOVERY (1989)
 AH0170
 AH0170'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH0170'RECOVERED AS DESCRIBED.  THE STATIONS GEODETIC POSITION WAS VERIFIED
 AH0170'AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH0170
 AH0170                          STATION RECOVERY (1997)
 AH0170
 AH0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0170'4.0 KM (2.50 MI) EASTERLY ALONG STATE HIGHWAY 361 FROM THE POST OFFICE
 AH0170'IN ARANSAS PASS, THENCE 0.1 KM (0.05 MI) NORTHEASTERLY ALONG A
 AH0170'DRIVEWAY TO THE NORTHWEST END OF A CAMPER PARK, 56.8 M (186.4 FT)
 AH0170'NORTH OF A GAS VERT AND BURN PIPE, 41.7 M (136.8 FT) NORTH OF A
 AH0170'UTILITY LIGHT POLE, 16.3 M (53.5 FT) NORTHWEST OF THE DRIVEWAY CENTER,
 AH0170'15.5 M (50.9 FT) SOUTHWEST OF A UTILITY POLE WITH A TRANSFORMER, 0.8 M
 AH0170'(2.6 FT) ABOVE THE LEVEL OF THE DRIVEWAY, 0.5 M (1.6 FT) NORTHEAST OF
 AH0170'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0598 ***********************************************************************
 GK0598  DESIGNATION -  DRAW
 GK0598  PID         -  GK0598
 GK0598  STATE/COUNTY-  TX/SHERMAN
 GK0598  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0598
 GK0598                         *CURRENT SURVEY CONTROL
 GK0598  ___________________________________________________________________
 GK0598* NAD 83(1993)-  36 07 29.96166(N)    101 37 31.80752(W)     ADJUSTED  
 GK0598* NAVD 88     -      1028.328  (meters)    3373.77   (feet)  ADJUSTED  
 GK0598  ___________________________________________________________________
 GK0598  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 GK0598  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GK0598  DYNAMIC HT  -        1027.188 (meters)    3370.03  (feet)  COMP
 GK0598  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 GK0598
 GK0598  HORZ ORDER  -  SECOND
 GK0598  VERT ORDER  -  SECOND    CLASS 0
 GK0598
 GK0598.The horizontal coordinates were established by classical geodetic methods
 GK0598.and adjusted by the National Geodetic Survey in February 1996..
 GK0598
 GK0598.The orthometric height was determined by differential leveling
 GK0598.and adjusted by the National Geodetic Survey in June 1991..
 GK0598
 GK0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0598
 GK0598.The geoid height was determined by GEOID03.
 GK0598
 GK0598.The dynamic height is computed by dividing the NAVD 88
 GK0598.geopotential number by the normal gravity value computed on the
 GK0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0598.degrees latitude (g = 980.6199 gals.).
 GK0598
 GK0598.The modeled gravity was interpolated from observed gravity values.
 GK0598
 GK0598;                    North         East     Units Scale Factor Converg.
 GK0598;SPC TX N     - 1,235,754.126   188,702.303   MT  0.99998691   -0 04 21.8
 GK0598;SPC TX N     - 4,054,303.33    619,100.81   sFT  0.99998691   -0 04 21.8
 GK0598;UTM  14      - 4,001,004.651   263,718.272   MT  1.00028795   -1 32 54.9
 GK0598
 GK0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0598!SPC TX N     -   0.99984281  x   0.99998691  =   0.99982972
 GK0598!UTM  14      -   0.99984281  x   1.00028795  =   1.00013071
 GK0598
 GK0598:                Primary Azimuth Mark                     Grid Az
 GK0598:SPC TX N     -  GRUVER ELEV INC GRAIN ELEV               050 19 59.3
 GK0598:UTM  14      -  GRUVER ELEV INC GRAIN ELEV               051 48 32.4
 GK0598
 GK0598|---------------------------------------------------------------------|
 GK0598| PID    Reference Object                     Distance      Geod. Az  |
 GK0598|                                                           dddmmss.s |
 GK0598| GK0883 GRUVER ELEV INC GRAIN ELEV          APPROX.25.6 KM 0501537.5 |
 GK0598| GK0882 GRUVER MUNICIPAL TANK               APPROX.25.0 KM 0513453.8 |
 GK0598| CM7974 DRAW AZ MK                                         0891841.4 |
 GK0598| GK0600 DRAW RM 2                            16.948 METERS 09429     |
 GK0598| GK0865 MORSE PERRYTON EQUITY ELEVATOR      APPROX.15.5 KM 1171624.6 |
 GK0598| GK0905 SUNRAY COOP GRAIN ELEVATOR          APPROX.21.1 KM 2374626.1 |
 GK0598| GK0599 DRAW RM 1                            17.648 METERS 35914     |
 GK0598|---------------------------------------------------------------------|
 GK0598
 GK0598                          SUPERSEDED SURVEY CONTROL
 GK0598
 GK0598  NAD 83(1993)-  36 07 29.96134(N)    101 37 31.80786(W) AD(       ) 2
 GK0598  NAD 83(1986)-  36 07 29.97096(N)    101 37 31.79544(W) AD(       ) 2
 GK0598  NAD 27      -  36 07 29.85000(N)    101 37 30.19700(W) AD(       ) 2
 GK0598  NGVD 29 (??/??/92) 1027.860  (m)         3372.24   (f) ADJ UNCH    2 0
 GK0598
 GK0598.Superseded values are not recommended for survey control.
 GK0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0598.See file dsdata.txt to determine how the superseded data were derived.
 GK0598
 GK0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF6371801005(NAD 83)
 GK0598_MARKER: DS = TRIANGULATION STATION DISK
 GK0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0598_STAMPING: DRAW 1952
 GK0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0598+STABILITY: SURFACE MOTION
 GK0598
 GK0598  HISTORY     - Date     Condition        Report By
 GK0598  HISTORY     - 1952     MONUMENTED       CGS
 GK0598  HISTORY     - 1952     GOOD             CGS
 GK0598  HISTORY     - 1952     GOOD             CGS
 GK0598  HISTORY     - 1953     GOOD             CGS
 GK0598  HISTORY     - 1972     SEE DESCRIPTION  USGS
 GK0598  HISTORY     - 1974     SEE DESCRIPTION  USGS
 GK0598
 GK0598                          STATION DESCRIPTION
 GK0598
 GK0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0598'STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 GK0598'
 GK0598'THE STATION IS LOCATED ABOUT 13.5 MILES AIRLINE NORTHEAST OF
 GK0598'SUNRAY, 9.5 MILES AIRLINE WEST NORTHWEST OF MORSE, 2.5 MILES
 GK0598'NORTH OF PALODURO CREEK AND .05 MILE WEST OF THE HANSFORD-SHERMAN
 GK0598'COUNTY LINE ON THE NORTH SIDE OF THE RIGHT-OF-WAY OF A EAST-WEST
 GK0598'ROAD.
 GK0598'
 GK0598'THE STATION IS A STANDARD DISK STAMPED DRAW 1952 SET IN A
 GK0598'CYLINDER OF CONCRETE PROJECTING ABOUT 4 INCHES.
 GK0598'
 GK0598'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED DRAW NO 1 1952
 GK0598'SET IN A CYLINDER OF CONCRETE PROJECTING ABOUT 4 INCHES AND
 GK0598'IS 55 FEET NORTH OF THE STATION.
 GK0598'
 GK0598'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED DRAW NO 2 1952
 GK0598'SET IN A CYLINDER OF CONCRETE PROJECTING ABOUT 4 INCHES AND
 GK0598'IS 55 FEET EAST OF THE STATION.
 GK0598'
 GK0598'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DRAW 1952 SET IN
 GK0598'A CYLINDER OF CONCRETE PROJECTING ABOUT 4 INCHES AND IS 0.45
 GK0598'MILE EAST OF THE STATION ON THE NORTH SIDE OF ROAD 3 FEET
 GK0598'NORTHWEST OF CORNER POST OF A T FENCE.
 GK0598'
 GK0598'TO REACH THE STATION FROM THE POST OFFICE IN MORSE GO WEST
 GK0598'FOR 0.15 MILE.  TURN LEFT AND GO SOUTH FOR 0.7 MILE TO CROSSROAD.
 GK0598'TURN RIGHT AND GO WEST FOR 9.5 MILES TO A NORTH-SOUTH ROAD.
 GK0598'TURN RIGHT AND GO NORTH FOR 4.9 MILES TO A SIDE ROAD EAST.
 GK0598'TURN EAST AND GO 1.4 MILES TO STATION ON THE NORTH SIDE OF ROAD.
 GK0598
 GK0598                          STATION RECOVERY (1952)
 GK0598
 GK0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GK0598'5.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 GK0598'RAILROAD FROM THE STATION AT MORSE, THENCE 8.3 MILES WEST
 GK0598'ALONG A DIRT ROAD, 0.3 MILE EAST OF A NORTH AND SOUTH ROAD,
 GK0598'28 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 4
 GK0598'FEET NORTH OF A FENCE, 9 FEET EAST OF A WITNESS POST, A
 GK0598'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 GK0598'WHICH IS FLUSH WITH THE GROUND, STAMPED DRAW 1952.
 GK0598'
 GK0598'DRAW R.M. 1 IS 57.6 FEET NORTH OF TRIANGULATION STATION DRAW
 GK0598'1952, 30 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 GK0598'1.4 FEET SOUTH OF A FENCE, A REFERENCE MARK DISK SET IN THE
 GK0598'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 GK0598'DRAW NO 1 1952.
 GK0598'
 GK0598'DRAW R.M. 2 IS 55.6 FEET EAST OF TRIANGULATION STATION DRAW
 GK0598'1952, 30 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 GK0598'ROAD, 0.6 FOOT NORTH OF A FENCE, A REFERENCE MARK DISK SET
 GK0598'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 GK0598'STAMPED DRAW NO 2 1952.
 GK0598
 GK0598                          STATION RECOVERY (1952)
 GK0598
 GK0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GK0598'13.3 MI NW FROM MORSE.
 GK0598'5.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GK0598'FROM THE STATION AT MORSE, THENCE 8.3 MILES WEST ALONG A DIRT ROAD,
 GK0598'0.3 MILE EAST OF A NORTH AND SOUTH ROAD, 38 FEET SOUTH OF THE CENTER
 GK0598'LINE OF AN EAST AND WEST ROAD, 4 FEET NORTH OF A FENCE, 9 FEET EAST OF
 GK0598'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 GK0598'THE GROUND.
 GK0598
 GK0598                          STATION RECOVERY (1953)
 GK0598
 GK0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0598'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF AN EAST-WEST
 GK0598'DIRT FARM ROAD.  IT IS LOCATED AIRLINE ABOUT 2-1/2-MILES NORTH
 GK0598'OF PALO DURO CREEK, ABOUT 9-1/2-MILES WEST-NORTHWEST OF MORSE,
 GK0598'AND ABOUT 13-1/2-MILES NORTHEAST OF SUNRAY.
 GK0598'
 GK0598'THE STATION IS A STANDARD DISK STAMPED DRAW 1952 SET IN TOP
 GK0598'OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER
 GK0598'AND IS ABOUT FLUSH WITH THE GROUND.  IT IS 3-1/2-FEET NORTH OF
 GK0598'AN EAST-WEST FENCE LINE, 12 FEET EAST-NORTHEAST OF A WHITE WITNESS
 GK0598'POST, 27-1/2-FEET SOUTH OF THE CENTER LINE OF A DIRT FARM ROAD,
 GK0598'AND 5 FEET NORTH OF AND UNDER AN EAST-WEST POWER LINE.
 GK0598'
 GK0598'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DRAW NO
 GK0598'1 1952 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES
 GK0598'IN DIAMETER, PROJECTS ABOUT 8 INCHES ABOVE THE GROUND, AND IS
 GK0598'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT NORTH OF
 GK0598'AN EAST-WEST FENCE LINE AND 30 FEET NORTH OF THE CENTER LINE
 GK0598'OF A DIRT FARM ROAD.
 GK0598'
 GK0598'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DRAW NO
 GK0598'2 1952 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES
 GK0598'IN DIAMETER, PROJECTS ABOUT 8 INCHES ABOVE THE GROUND, AND IS
 GK0598'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS LOCATED IN AN
 GK0598'EAST-WEST FENCE LINE AND IS 30 FEET SOUTH OF THE CENTER LINE
 GK0598'OF A DIRT FARM ROAD.
 GK0598'
 GK0598'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DRAW 1952 SET IN
 GK0598'TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER
 GK0598'AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 2 FEET
 GK0598'NORTHWEST OF A FENCE CORNER AND 31 FEET NORTH OF THE CENTER
 GK0598'LINE OF A DIRT FARM ROAD.
 GK0598'
 GK0598'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 GK0598'DIRT FARM ROAD FOR 0.6 MILE TO A FENCE CORNER ON THE LEFT,
 GK0598'NORTH, AND THE AZIMUTH MARK.
 GK0598'
 GK0598'TO REACH THE STATION FROM THE CITY HALL IN SUNRAY, GO NORTH
 GK0598'ON STATE HIGHWAY 119 FOR 8.3 MILES TO A T-ROAD.  TURN RIGHT,
 GK0598'EAST, AND FOLLOW THE PAVED ROAD FOR 8.9 MILES TO A FORK.  KEEP
 GK0598'THE RIGHT FORK STRAIGHT AHEAD AND FOLLOW THE DIRT ROAD EAST
 GK0598'AND SOUTH FOR 1.6 MILES TO A SIDE ROAD, LEFT.  TURN LEFT AND
 GK0598'GO EAST FOR 1.4 MILES TO A WHITE WITNESS POST ON THE RIGHT,
 GK0598'SOUTH, AND THE STATION.
 GK0598
 GK0598                          STATION RECOVERY (1972)
 GK0598
 GK0598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (BFD)
 GK0598'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WAS FOUND
 GK0598'LYING ON THE GROUND.
 GK0598
 GK0598                          STATION RECOVERY (1974)
 GK0598
 GK0598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WHL)
 GK0598'REFERENCE MARK NO. 2 FOR TRI. STATION DRAW WAS FOUND DESTROYED
 GK0598'AND JUDGING FROM THE DESCRIPTION OF STATION AND R.M. 3, IT IS
 GK0598'MY OPINION THAT THEY HAVE BEEN DESTROYED TOO.  THE DESCRIBED
 GK0598'DISTANCE OF EACH FROM THE CENTERLINE OF THE ROAD PUTS THEM
 GK0598'IN THE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0896 ***********************************************************************
 EN0896  DESIGNATION -  DRAW
 EN0896  PID         -  EN0896
 EN0896  STATE/COUNTY-  TX/SWISHER
 EN0896  USGS QUAD   -  TULE LAKE NW (1969)
 EN0896
 EN0896                         *CURRENT SURVEY CONTROL
 EN0896  ___________________________________________________________________
 EN0896* NAD 83(1993)-  34 39 07.77304(N)    101 42 26.66082(W)     ADJUSTED  
 EN0896* NAVD 88     -      1066.     (meters)    3497.     (feet)  SCALED    
 EN0896  ___________________________________________________________________
 EN0896  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 EN0896  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EN0896
 EN0896  HORZ ORDER  -  SECOND
 EN0896
 EN0896.The horizontal coordinates were established by classical geodetic methods
 EN0896.and adjusted by the National Geodetic Survey in February 1996..
 EN0896
 EN0896.The orthometric height was scaled from a topographic map.
 EN0896
 EN0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0896
 EN0896.The geoid height was determined by GEOID03.
 EN0896
 EN0896;                    North         East     Units Scale Factor Converg.
 EN0896;SPC TX N     - 1,072,369.803   180,986.556   MT  0.99999950   -0 07 12.7
 EN0896;SPC TX N     - 3,518,266.60    593,786.73   sFT  0.99999950   -0 07 12.7
 EN0896;UTM  14      - 3,837,804.760   251,870.926   MT  1.00035893   -1 32 24.7
 EN0896
 EN0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0896!SPC TX N     -   0.99983676  x   0.99999950  =   0.99983626
 EN0896!UTM  14      -   0.99983676  x   1.00035893  =   1.00019563
 EN0896
 EN0896|---------------------------------------------------------------------|
 EN0896| PID    Reference Object                     Distance      Geod. Az  |
 EN0896|                                                           dddmmss.s |
 EN0896| CJ6243 DRAW RM 1                            41.861 METERS 07939     |
 EN0896| CJ6244 DRAW RM 2                            51.542 METERS 16348     |
 EN0896| CJ6242 DRAW AZ MK                                         1650041.4 |
 EN0896| EN0904 TULIA NORTH MUNICIPAL TANK          APPROX.13.0 KM 2021349.2 |
 EN0896| EN0899 HAPPY MUNICIPAL TANK                APPROX.17.0 KM 3065734.5 |
 EN0896|---------------------------------------------------------------------|
 EN0896
 EN0896                          SUPERSEDED SURVEY CONTROL
 EN0896
 EN0896  NAD 83(1993)-  34 39 07.77887(N)    101 42 26.65504(W) AD(       ) 2
 EN0896  NAD 83(1986)-  34 39 07.77950(N)    101 42 26.65447(W) AD(       ) 2
 EN0896  NAD 27      -  34 39 07.57526(N)    101 42 24.99485(W) AD(       ) 2
 EN0896
 EN0896.Superseded values are not recommended for survey control.
 EN0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0896.See file dsdata.txt to determine how the superseded data were derived.
 EN0896
 EN0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5187137805(NAD 83)
 EN0896_MARKER: DS = TRIANGULATION STATION DISK
 EN0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0896
 EN0896  HISTORY     - Date     Condition        Report By
 EN0896  HISTORY     - 1964     MONUMENTED       CGS
 EN0896
 EN0896                          STATION DESCRIPTION
 EN0896
 EN0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0896'THE STATION IS ABOUT 12 MILES WEST OF VIGO PARK, 8-1/2 MILES
 EN0896'NORTH-NORTHEAST OF TULIA, ON THE HIGHEST POINT IN THE IMMEDIATE
 EN0896'VICINITY AND ON LAND OWNED BY TAYLOR EVANS.
 EN0896'
 EN0896'TO REACH THE STATION FROM THE COURTHOUSE IN TULIA, GO NORTH ON NORTH
 EN0896'MAXWELL AVENUE FOR 0.5 MILE TO NORTHWEST SIXTH STREET.  TURN RIGHT
 EN0896'AND GO EAST ON NORTHWEST SIXTH STREET FOR 0.25 MILE TO FARM ROAD
 EN0896'146.  TURN LEFT AND GO NORTH ON FARM ROAD 146 FOR 7.0 MILES TO A
 EN0896'CROSSROAD.  TURN RIGHT AND GO EAST ON FARM ROAD 146 FOR 3.1 MILES
 EN0896'TO A CROSSROAD AT THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND
 EN0896'GO NORTH ON A GRADED ROAD FOR 0.4 MILE TO A SIDE ROAD ON THE
 EN0896'LEFT, LEADING TO A RANCH HOUSE AND FEEDING PENS.  TURN LEFT
 EN0896'AND GO WEST FOR 0.1 MILE TO A GATE.  PASS THORUGH THE GATE, BEAR
 EN0896'RIGHT AND GO WEST-NORTHWEST FOR ABOUT 75 YARDS TO THE
 EN0896'HIGHEST POINT AND THE STATION.
 EN0896'
 EN0896'THE STATION MARK IS A STANDARD DISK, STAMPED DRAW 1964, SET IN THE
 EN0896'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 284
 EN0896'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE RANCH HOUSE, 136
 EN0896'FEET WEST OF A NORTH-SOUTH FENCE AND 168 FEET NORTH OF AN
 EN0896'EAST-WEST FENCE.
 EN0896'
 EN0896'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DRAW NO 1 1964, SET IN
 EN0896'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 EN0896'IS 1 FOOT EAST OF THE NORTH-SOUTH FENCE AND ABOUT 2 FEET LOWER THAN
 EN0896'THE STATION.
 EN0896'
 EN0896'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DRAW NO 2 1964, SET IN
 EN0896'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 EN0896'IS 1 FOOT NORTH OF THE EAST-WEST FENCE AND ABOUT 3 FEET LOWER THAN
 EN0896'THE STATION.
 EN0896'
 EN0896'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DRAW 1964, SET IN THE
 EN0896'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 1.5
 EN0896'FEET NORTH OF A TRANSFORMER POLE, 2.9 FEET NORTH-NORTHWEST OF A
 EN0896'WITNESS POST, 80.9 FEET NORTH OF THE CENTERLINE OF FARM ROAD 146,
 EN0896'42.2 FEET WEST OF THE CENTERLINE OF THE GRADED ROAD AND ABOUT 3
 EN0896'FEET EAST OF THE EAST EDGE OF A CULTIVATED FIELD.
 EN0896'
 EN0896'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1672 ***********************************************************************
 FL1672  DESIGNATION -  DRAW
 FL1672  PID         -  FL1672
 FL1672  STATE/COUNTY-  TX/HUTCHINSON
 FL1672  USGS QUAD   -  STINNETT STATION (1978)
 FL1672
 FL1672                         *CURRENT SURVEY CONTROL
 FL1672  ___________________________________________________________________
 FL1672* NAD 83(1993)-  35 53 53.48050(N)    101 16 50.83025(W)     ADJUSTED  
 FL1672* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 FL1672  ___________________________________________________________________
 FL1672  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 FL1672  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 FL1672
 FL1672  HORZ ORDER  -  THIRD
 FL1672
 FL1672.The horizontal coordinates were established by classical geodetic methods
 FL1672.and adjusted by the National Geodetic Survey in February 1996..
 FL1672
 FL1672.The orthometric height was scaled from a topographic map.
 FL1672
 FL1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1672
 FL1672.The geoid height was determined by GEOID03.
 FL1672
 FL1672;                    North         East     Units Scale Factor Converg.
 FL1672;SPC TX N     - 1,210,604.187   219,789.414   MT  0.99994592   +0 07 37.4
 FL1672;SPC TX N     - 3,971,790.57    721,092.44   sFT  0.99994592   +0 07 37.4
 FL1672;UTM  14      - 3,975,059.237   294,157.140   MT  1.00012213   -1 20 16.1
 FL1672
 FL1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1672!SPC TX N     -   0.99985605  x   0.99994592  =   0.99980198
 FL1672!UTM  14      -   0.99985605  x   1.00012213  =   0.99997816
 FL1672
 FL1672:                Primary Azimuth Mark                     Grid Az
 FL1672:SPC TX N     -  4 WWC                                    109 22 34.1
 FL1672:UTM  14      -  4 WWC                                    110 50 27.6
 FL1672
 FL1672|---------------------------------------------------------------------|
 FL1672| PID    Reference Object                     Distance      Geod. Az  |
 FL1672|                                                           dddmmss.s |
 FL1672| FL1671 4 WWC                               APPROX. 2.4 KM 1093011.5 |
 FL1672|---------------------------------------------------------------------|
 FL1672
 FL1672                          SUPERSEDED SURVEY CONTROL
 FL1672
 FL1672  NAD 83(1993)-  35 53 53.48096(N)    101 16 50.82960(W) AD(       ) 3
 FL1672  NAD 83(1986)-  35 53 53.48840(N)    101 16 50.81840(W) AD(       ) 3
 FL1672  NAD 27      -  35 53 53.35151(N)    101 16 49.23991(W) AD(       ) 3
 FL1672
 FL1672.Superseded values are not recommended for survey control.
 FL1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1672.See file dsdata.txt to determine how the superseded data were derived.
 FL1672
 FL1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9415775059(NAD 83)
 FL1672_MARKER: DD = SURVEY DISK
 FL1672_SETTING: 0 = UNSPECIFIED SETTING
 FL1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1672
 FL1672  HISTORY     - Date     Condition        Report By
 FL1672  HISTORY     - 1952     MONUMENTED       USGS
 FL1672
 FL1672                          STATION DESCRIPTION
 FL1672
 FL1672'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1672'TO REACH FROM STINNETT POST OFFICE GO NE. ON HIGHWAY 117 12.2 MI. TO
 FL1672'RD. ON RIGHT.  TURN RIGHT E., GO 5.0 MI. TO CROSSROADS.  TURN RIGHT S.
 FL1672'GO 1.0 MI. TURN LEFT E., GO 0.9 MI. TO LEFT TURN IN RD., AND GATE ON
 FL1672'RIGHT.  TURN RIGHT S., GO 0.3 MI. TO GATE.  CONTINUE SE. 0.6 MI. TO
 FL1672'RD. FORK.  TAKE RIGHT FORK S., GO 0.2 MI. TO WINDMILL.  TURN LEFT E.,
 FL1672'GO 0.2 MI. TO CROSSROADS.  TURN RIGHT S., GO 1.1 MI. TO RD. FORK.
 FL1672'TAKE RIGHT FORK, S., GO 0.8 MI. TO RD. FORK.  TAKE RIGHT FORK W., GO
 FL1672'0.4 MI. TO NS. RD. TURN LEFT, S., GO 0.5 MI. TO WINDMILL AND CORRALS.
 FL1672'GO TO LEFT OF CORRALS, CONTINUE S. ALONG BOTTOM OF SANDY DRAIN 1.0 MI.
 FL1672'TO RD. ON RIGHT, AT LONE TREE ON RIGHT.  TURN RIGHT, GO SE. 0.9 MI. TO
 FL1672'HIGH POINT ON RIDGE AND STATION.
 FL1672'
 FL1672'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED --- DRAW
 FL1672'1952 ---.
 FL1672'
 FL1672'REFERENCE MARK NO.1 - 1 IN. SQUARE IRON BAR DRIVEN IN GROUND 73.90 FT
 FL1672'FROM STATION, N 18 DEG 47 MIN 29 SEC W.
 FL1672'
 FL1672'REFERENCE MARK NO.2 - 1 IN. IRON PIPE DRIVEN IN GROUND 109.70 FT.
 FL1672'FROM STATION, S 35 DEG 26 MIN 29 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0599 ***********************************************************************
 GK0599  DESIGNATION -  DRAW RM 1
 GK0599  PID         -  GK0599
 GK0599  STATE/COUNTY-  TX/SHERMAN
 GK0599  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0599
 GK0599                         *CURRENT SURVEY CONTROL
 GK0599  ___________________________________________________________________
 GK0599* NAD 83(1986)-  36 07 29.     (N)    101 37 32.     (W)     SCALED    
 GK0599* NAVD 88     -      1028.621  (meters)    3374.73   (feet)  ADJUSTED  
 GK0599  ___________________________________________________________________
 GK0599  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GK0599  DYNAMIC HT  -        1027.481 (meters)    3370.99  (feet)  COMP
 GK0599  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 GK0599
 GK0599  VERT ORDER  -  SECOND    CLASS 0
 GK0599
 GK0599.The horizontal coordinates were scaled from a topographic map and have
 GK0599.an estimated accuracy of +/- 6 seconds.
 GK0599
 GK0599.The orthometric height was determined by differential leveling
 GK0599.and adjusted by the National Geodetic Survey in June 1991..
 GK0599
 GK0599.The geoid height was determined by GEOID03.
 GK0599
 GK0599.The dynamic height is computed by dividing the NAVD 88
 GK0599.geopotential number by the normal gravity value computed on the
 GK0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0599.degrees latitude (g = 980.6199 gals.).
 GK0599
 GK0599.The modeled gravity was interpolated from observed gravity values.
 GK0599
 GK0599;                    North         East    Units  Estimated Accuracy
 GK0599;SPC TX N     - 1,235,720.      188,700.      MT  (+/- 180 meters Scaled)
 GK0599
 GK0599                          SUPERSEDED SURVEY CONTROL
 GK0599
 GK0599  NGVD 29 (??/??/92) 1028.153  (m)         3373.20   (f) ADJ UNCH    2 0
 GK0599
 GK0599.Superseded values are not recommended for survey control.
 GK0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0599.See file dsdata.txt to determine how the superseded data were derived.
 GK0599
 GK0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF637009(NAD 83)
 GK0599_MARKER: DR = REFERENCE MARK DISK
 GK0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0599_STAMPING: DRAW NO 1 1952
 GK0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0599+STABILITY: SURFACE MOTION
 GK0599
 GK0599  HISTORY     - Date     Condition        Report By
 GK0599  HISTORY     - 1952     MONUMENTED       CGS
 GK0599
 GK0599                          STATION DESCRIPTION
 GK0599
 GK0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0599'13.3 MI NW FROM MORSE.
 GK0599'5.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GK0599'FROM THE STATION AT MORSE, THENCE 8.3 MILES WEST ALONG A DIRT ROAD,
 GK0599'0.3 MILE EAST OF A NORTH AND SOUTH ROAD, 57.6 FEET NORTH OF
 GK0599'TRIANGULATION STATION DRAW 1952, 30 FEET NORTH OF THE CENTER LINE OF
 GK0599'AN EAST AND WEST ROAD, 1.4 FEET SOUTH OF A FENCE, SET IN THE TOP OF A
 GK0599'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0600 ***********************************************************************
 GK0600  DESIGNATION -  DRAW RM 2
 GK0600  PID         -  GK0600
 GK0600  STATE/COUNTY-  TX/SHERMAN
 GK0600  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0600
 GK0600                         *CURRENT SURVEY CONTROL
 GK0600  ___________________________________________________________________
 GK0600* NAD 83(1986)-  36 07 29.     (N)    101 37 32.     (W)     SCALED    
 GK0600* NAVD 88     -      1028.549  (meters)    3374.50   (feet)  ADJUSTED  
 GK0600  ___________________________________________________________________
 GK0600  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GK0600  DYNAMIC HT  -        1027.408 (meters)    3370.75  (feet)  COMP
 GK0600  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 GK0600
 GK0600  VERT ORDER  -  SECOND    CLASS 0
 GK0600
 GK0600.The horizontal coordinates were scaled from a topographic map and have
 GK0600.an estimated accuracy of +/- 6 seconds.
 GK0600
 GK0600.The orthometric height was determined by differential leveling
 GK0600.and adjusted by the National Geodetic Survey in June 1991..
 GK0600
 GK0600.The geoid height was determined by GEOID03.
 GK0600
 GK0600.The dynamic height is computed by dividing the NAVD 88
 GK0600.geopotential number by the normal gravity value computed on the
 GK0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0600.degrees latitude (g = 980.6199 gals.).
 GK0600
 GK0600.The modeled gravity was interpolated from observed gravity values.
 GK0600
 GK0600;                    North         East    Units  Estimated Accuracy
 GK0600;SPC TX N     - 1,235,720.      188,700.      MT  (+/- 180 meters Scaled)
 GK0600
 GK0600                          SUPERSEDED SURVEY CONTROL
 GK0600
 GK0600  NGVD 29 (??/??/92) 1028.081  (m)         3372.96   (f) ADJ UNCH    2 0
 GK0600
 GK0600.Superseded values are not recommended for survey control.
 GK0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0600.See file dsdata.txt to determine how the superseded data were derived.
 GK0600
 GK0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF637009(NAD 83)
 GK0600_MARKER: DR = REFERENCE MARK DISK
 GK0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0600_STAMPING: DRAW NO 2 1952
 GK0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0600+STABILITY: SURFACE MOTION
 GK0600
 GK0600  HISTORY     - Date     Condition        Report By
 GK0600  HISTORY     - 1952     MONUMENTED       CGS
 GK0600
 GK0600                          STATION DESCRIPTION
 GK0600
 GK0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0600'13.3 MI NE FROM MORSE.
 GK0600'5.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 GK0600'FROM THE STATION AT MORSE, THENCE 8.3 MILES WEST ALONG A DIRT ROAD,
 GK0600'0.3 MILE EAST OF A NORTH AND SOUTH ROAD, 55.6 FEET EAST OF
 GK0600'TRIANGULATION STATION DRAW 1952, 30 FEET SOUTH OF THE CENTER LINE OF
 GK0600'AN EAST AND WEST ROAD, 0.6 FOOT NORTH OF A FENCE, SET IN THE TOP OF A
 GK0600'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX3048 ***********************************************************************
 BX3048  DESIGNATION -  DREKA LOT
 BX3048  PID         -  BX3048
 BX3048  STATE/COUNTY-  TX/SHELBY
 BX3048  USGS QUAD   -  PATROON NORTH (1984)
 BX3048
 BX3048                         *CURRENT SURVEY CONTROL
 BX3048  ___________________________________________________________________
 BX3048* NAD 83(1993)-  31 42 07.04692(N)    093 56 03.05014(W)     ADJUSTED  
 BX3048* NAVD 88     -                                                        
 BX3048  ___________________________________________________________________
 BX3048  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BX3048  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BX3048
 BX3048  HORZ ORDER  -  THIRD
 BX3048
 BX3048.The horizontal coordinates were established by classical geodetic methods
 BX3048.and adjusted by the National Geodetic Survey in February 1996..
 BX3048
 BX3048
 BX3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX3048
 BX3048.The geoid height was determined by GEOID03.
 BX3048
 BX3048;                    North         East     Units Scale Factor Converg.
 BX3048;SPC TX C     - 3,243,071.672 1,306,262.847   MT  0.99995631   +3 17 45.4
 BX3048;SPC TX C     -10,639,977.64  4,285,630.69   sFT  0.99995631   +3 17 45.4
 BX3048;UTM  15      - 3,507,779.965   411,475.645   MT  0.99969665   -0 29 27.4
 BX3048
 BX3048                          SUPERSEDED SURVEY CONTROL
 BX3048
 BX3048  NAD 83(1993)-  31 42 07.05001(N)    093 56 03.04595(W) AD(       ) 4
 BX3048  NAD 83(1986)-  31 42 07.05436(N)    093 56 03.04549(W) AD(       ) 4
 BX3048  NAD 27      -  31 42 06.43069(N)    093 56 02.36219(W) AD(       ) 3
 BX3048
 BX3048.Superseded values are not recommended for survey control.
 BX3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX3048.See file dsdata.txt to determine how the superseded data were derived.
 BX3048
 BX3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR1147607780(NAD 83)
 BX3048_MARKER: 57 = LOOKOUT TOWER
 BX3048
 BX3048  HISTORY     - Date     Condition        Report By
 BX3048  HISTORY     - 1971     FIRST OBSERVED   NGS
 BX3048
 BX3048                          STATION DESCRIPTION
 BX3048
 BX3048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JCA)
 BX3048'THE DREKA LOOKOUT TOWER WHICH IS UNDER THE MANAGEMENT OF THE U. S.
 BX3048'FOREST SERVICE IS LOCATED 6-1/4 MILES NORTH-NORTHEAST OF PATROON,
 BX3048'5 MILES WEST-NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 87 AND 139
 BX3048'AND ON THE SOUTH SIDE OF HIGHWAY 139.
 BX3048'
 BX3048'IT IS A FOUR-LEGGED STEEL STRUCTURE, SILVER, A METAL CABIN ON TOP
 BX3048'AND THE OVERALL HEIGHT IS ABOUT 110 FEET.
 BX3048'
 BX3048'POINT INTERSECTED WAS THE TOP CENTER OF THE CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0617 ***********************************************************************
 BN0617  DESIGNATION -  DRIP
 BN0617  PID         -  BN0617
 BN0617  STATE/COUNTY-  TX/HAYS
 BN0617  USGS QUAD   -  DRIPPING SPRINGS (1986)
 BN0617
 BN0617                         *CURRENT SURVEY CONTROL
 BN0617  ___________________________________________________________________
 BN0617* NAD 83(1993)-  30 11 38.96441(N)    098 02 44.07913(W)     ADJUSTED  
 BN0617* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 BN0617  ___________________________________________________________________
 BN0617  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 BN0617  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 BN0617
 BN0617  HORZ ORDER  -  SECOND
 BN0617
 BN0617.The horizontal coordinates were established by classical geodetic methods
 BN0617.and adjusted by the National Geodetic Survey in February 1996..
 BN0617
 BN0617.The orthometric height was scaled from a topographic map.
 BN0617
 BN0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0617
 BN0617.The geoid height was determined by GEOID03.
 BN0617
 BN0617;                    North         East     Units Scale Factor Converg.
 BN0617;SPC TXSC     - 4,262,026.079   691,905.608   MT  0.99997546   +0 28 03.3
 BN0617;SPC TXSC     -13,982,997.23  2,270,026.98   sFT  0.99997546   +0 28 03.3
 BN0617;SPC TX C     - 3,060,741.618   920,286.203   MT  0.99998022   +1 10 42.0
 BN0617;SPC TX C     -10,041,783.13  3,019,305.65   sFT  0.99998022   +1 10 42.0
 BN0617;UTM  14      - 3,340,684.687   591,874.236   MT  0.99970413   +0 28 48.2
 BN0617
 BN0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0617!SPC TXSC     -   0.99994267  x   0.99997546  =   0.99991813
 BN0617!SPC TX C     -   0.99994267  x   0.99998022  =   0.99992289
 BN0617!UTM  14      -   0.99994267  x   0.99970413  =   0.99964682
 BN0617
 BN0617|---------------------------------------------------------------------|
 BN0617| PID    Reference Object                     Distance      Geod. Az  |
 BN0617|                                                           dddmmss.s |
 BN0617| BN0616 DRIP 2                               30.649 METERS 01513     |
 BN0617| BN0618 DRIP AZ MK                          239.036 METERS 12248     |
 BN0617| CV3873 DRIP RM 1                             6.001 METERS 17701     |
 BN0617| BN0619 LONEMAN                             APPROX.13.6 KM 1974306.5 |
 BN0617| CV3874 DRIP RM 2                             5.804 METERS 28830     |
 BN0617|---------------------------------------------------------------------|
 BN0617
 BN0617                          SUPERSEDED SURVEY CONTROL
 BN0617
 BN0617  NAD 83(1986)-  30 11 38.97745(N)    098 02 44.06218(W) AD(       ) 2
 BN0617  NAD 27      -  30 11 38.23090(N)    098 02 43.02690(W) AD(       ) 2
 BN0617
 BN0617.Superseded values are not recommended for survey control.
 BN0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0617.See file dsdata.txt to determine how the superseded data were derived.
 BN0617
 BN0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9187440685(NAD 83)
 BN0617_MARKER: DS = TRIANGULATION STATION DISK
 BN0617_SETTING: 66 = SET IN ROCK OUTCROP
 BN0617
 BN0617  HISTORY     - Date     Condition        Report By
 BN0617  HISTORY     - 1956     MONUMENTED       CGS
 BN0617  HISTORY     - 1957     GOOD             CGS
 BN0617  HISTORY     - 19960127 MARK NOT FOUND   USPSQD
 BN0617  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 BN0617
 BN0617                          STATION DESCRIPTION
 BN0617
 BN0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0617'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF DRIPPING SPRINGS,
 BN0617'42 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 290, 13 FEET
 BN0617'NORTHWEST OF A TELEPHONE POLE, 11 FEET NORTH OF A WIRE FENCE, 9.5
 BN0617'FEET NORTH-NORTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST AND ABOUT
 BN0617'5 FEET HIGHER THAN THE HIGHWAY.
 BN0617'
 BN0617'TO REACH FROM THE POST OFFICE AT DRIPPING SPRINGS.  GO EASTERLY
 BN0617'ON U.S. HIGHWAY 290 FOR 2.6 MILES TO THE SUMMIT OF A LOW DIVIDE
 BN0617'AND THE STATION ON THE RIGHT HAND SIDE OF THE ROAD.  (TO REACH
 BN0617'THE AZIMUTH MARK FROM THIS POINT, CONTINUE EASTERLY ON U.S.
 BN0617'HIGHWAY 290 FOR 0.15 MILE.  TURN RIGHT, PASS THROUGH A BOARD
 BN0617'GATE, AND FOLLOW THE GRADED ROAD, SOUTH, FOR 0.15 MILE TO THE
 BN0617'AZIMUTH MARK ON THE LEFT HAND SIDE OF THE ROAD.)
 BN0617'
 BN0617'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 BN0617'IS STAMPED DRIP 1956.
 BN0617'
 BN0617'REFERENCE MARK 1 IS 11 FEET SOUTHWEST OF A TELEPHONE POLE, 10
 BN0617'FEET SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST, 8 FEET
 BN0617'SOUTH OF A WIRE FENCE AND ABOUT 3 FEET LOWER THAN THE STATION.
 BN0617'IT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED DRIP
 BN0617'NO 1 1956.
 BN0617'
 BN0617'REFERENCE MARK 2 IS 38 FEET SOUTH OF THE CENTERLINE OF U.S.
 BN0617'HIGHWAY 290, 16 FEET NORTH OF A WIRE FENCE AND ABOUT 1 FOOT LOWER
 BN0617'THAN THE STATION.  IT IS FLUSH WITH THE SURFACE OF THE GROUND
 BN0617'AND IS STAMPED DRIP NO 2 1956.
 BN0617'
 BN0617'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF U.S. HIGHWAY 290, 12
 BN0617'FEET EAST OF THE CENTER OF A GRADED ROAD AND 6 FEET WEST OF A
 BN0617'WHITE 4 IN X 4 IN WITNESS POST.  IT IS FLUSH WITH THE SURFACE
 BN0617'OF THE GROUND AND IS STAMPED DRIP 1956.
 BN0617'
 BN0617'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 BN0617
 BN0617                          STATION RECOVERY (1957)
 BN0617
 BN0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WCR)
 BN0617'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 BN0617'AS DESCRIBED.  DUE TO NEW HIGHWAY CONSTRUCTION, THE STATION
 BN0617'AND BOTH REFERENCE MARKS WILL BE LOST.  STATION DRIP 2 1957 WAS
 BN0617'ESTABLISHED ACROSS THE HIGHWAY, NORTH AND AT THE TOP OF THE
 BN0617'15 FOOT CUTBANK.  THE STATION MARK AND THE REFERENCE MARKS WERE
 BN0617'IN BEDROCK AND WERE LEFT IN PLACE.  THEY WILL BE LOST IN THE
 BN0617'NEAR FUTURE.  THE AZIMUTH MARK IS OUT OF THE CONSTRUCTION AREA
 BN0617'AND WAS ESTABLISHED AS AZIMUTH FOR DRIP 2 1957.
 BN0617
 BN0617                          STATION RECOVERY (1996)
 BN0617
 BN0617'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0617'MARK NOT FOUND.
 BN0617
 BN0617                          STATION RECOVERY (1999)
 BN0617
 BN0617'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0616 ***********************************************************************
 BN0616  DESIGNATION -  DRIP 2
 BN0616  PID         -  BN0616
 BN0616  STATE/COUNTY-  TX/HAYS
 BN0616  USGS QUAD   -  DRIPPING SPRINGS (1986)
 BN0616
 BN0616                         *CURRENT SURVEY CONTROL
 BN0616  ___________________________________________________________________
 BN0616* NAD 83(1993)-  30 11 39.92480(N)    098 02 43.77828(W)     ADJUSTED  
 BN0616* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 BN0616  ___________________________________________________________________
 BN0616  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 BN0616  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 BN0616
 BN0616  HORZ ORDER  -  THIRD
 BN0616
 BN0616.The horizontal coordinates were established by classical geodetic methods
 BN0616.and adjusted by the National Geodetic Survey in February 1996..
 BN0616.No horizontal observational check was made to the station.
 BN0616
 BN0616.The orthometric height was scaled from a topographic map.
 BN0616
 BN0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0616
 BN0616.The geoid height was determined by GEOID03.
 BN0616
 BN0616;                    North         East     Units Scale Factor Converg.
 BN0616;SPC TXSC     - 4,262,055.717   691,913.414   MT  0.99997553   +0 28 03.4
 BN0616;SPC TXSC     -13,983,094.46  2,270,052.59   sFT  0.99997553   +0 28 03.4
 BN0616;SPC TX C     - 3,060,771.351   920,293.641   MT  0.99998015   +1 10 42.1
 BN0616;SPC TX C     -10,041,880.67  3,019,330.05   sFT  0.99998015   +1 10 42.1
 BN0616;UTM  14      - 3,340,714.318   591,882.033   MT  0.99970415   +0 28 48.3
 BN0616
 BN0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0616!SPC TXSC     -   0.99994267  x   0.99997553  =   0.99991820
 BN0616!SPC TX C     -   0.99994267  x   0.99998015  =   0.99992282
 BN0616!UTM  14      -   0.99994267  x   0.99970415  =   0.99964684
 BN0616
 BN0616|---------------------------------------------------------------------|
 BN0616| PID    Reference Object                     Distance      Geod. Az  |
 BN0616|                                                           dddmmss.s |
 BN0616| CV3875 DRIP 2 RM 1                          15.109 METERS 07203     |
 BN0616| BN0618 DRIP AZ MK                          250.005 METERS 12931     |
 BN0616| BN0617 DRIP                                 30.649 METERS 19513     |
 BN0616| CV3876 DRIP 2 RM 2                          13.771 METERS 35418     |
 BN0616|---------------------------------------------------------------------|
 BN0616
 BN0616                          SUPERSEDED SURVEY CONTROL
 BN0616
 BN0616  NAD 83(1986)-  30 11 39.93785(N)    098 02 43.76133(W) AD(       ) 3
 BN0616  NAD 27      -  30 11 39.19130(N)    098 02 42.72600(W) AD(       ) 3
 BN0616
 BN0616.Superseded values are not recommended for survey control.
 BN0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0616.See file dsdata.txt to determine how the superseded data were derived.
 BN0616
 BN0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9188240714(NAD 83)
 BN0616_MARKER: DS = TRIANGULATION STATION DISK
 BN0616_SETTING: 66 = SET IN ROCK OUTCROP
 BN0616
 BN0616  HISTORY     - Date     Condition        Report By
 BN0616  HISTORY     - 1957     MONUMENTED       CGS
 BN0616  HISTORY     - 19910209 GOOD             USPSQD
 BN0616  HISTORY     - 19960127 MARK NOT FOUND   USPSQD
 BN0616  HISTORY     - 19990925 GOOD             USPSQD
 BN0616
 BN0616                          STATION DESCRIPTION
 BN0616
 BN0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WCR)
 BN0616'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF DRIPPING SPRINGS,
 BN0616'ABOUT 7 FEET NORTHOF THE NORTH RIGHT-OF-WAY FENCE LINE OF U.S.
 BN0616'HIGHWAY NO. 290, AND ALONG THE WEST SLOPE OF THE DIVIDE ABOUT
 BN0616'30 YARDS WEST OF THE HIGHEST POINT OF THE BRUSHY DIVIDE.  IT
 BN0616'IS ABOUT 15 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK
 BN0616'STAMPED DRIP 2 1957 SET IN BEDROCK.
 BN0616'
 BN0616'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DRIP 1956 ABOUT
 BN0616'12 FEET EAST OF A PRIVATE ROAD LEADING SOUTH FROM THE HIGHWAY,
 BN0616'SET IN BEDROCK ABOUT 1 FOOT HIGHER THAT THE ROAD.  IT IS 85
 BN0616'YARDS SOUTH OF A METAL GATE WHICH IS MOUNTED BETWEEN TWO LARGE
 BN0616'CEDAR POSTS.
 BN0616'
 BN0616'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DRIP 2 NO. 1 1957
 BN0616'IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES.  IT IS NORTHEAST
 BN0616'OF THE STATION AND IS 27 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 BN0616'FENCE LINE.
 BN0616'
 BN0616'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DRIP 2 NO. 2
 BN0616'1957 IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES.  IT IS
 BN0616'ABOUT 48 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE.
 BN0616'
 BN0616'TO REACH THE STATION FROM DRIPPING SPRINGS.  GO EAST ON THE
 BN0616'HIGHWAY 2.5 MILES TO A CUT-BANK ON THE LEFT AND OPEN VALLEY TO
 BN0616'THE RIGHT AND THE STATION AS DESCRIBED.
 BN0616'
 BN0616'TO REACH THE AZIMUTH MARK, CONTINUE EAST ON THE HIGHWAY ABOUT
 BN0616'0.1 MILE TO THE ROAD AND GATE ON THE RIGHT.  THEN GO SOUTH 85
 BN0616'YARDS TO THE MARK ON THE LEDGE OUTCROP ON THE LEFT AS DESCRIBED.
 BN0616
 BN0616                          STATION RECOVERY (1991)
 BN0616
 BN0616'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0616'RECOVERED IN GOOD CONDITION.
 BN0616
 BN0616                          STATION RECOVERY (1996)
 BN0616
 BN0616'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0616'MARK NOT FOUND.
 BN0616
 BN0616                          STATION RECOVERY (1999)
 BN0616
 BN0616'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0618 ***********************************************************************
 BN0618  DESIGNATION -  DRIP AZ MK
 BN0618  PID         -  BN0618
 BN0618  STATE/COUNTY-  TX/HAYS
 BN0618  USGS QUAD   -  DRIPPING SPRINGS (1986)
 BN0618
 BN0618                         *CURRENT SURVEY CONTROL
 BN0618  ___________________________________________________________________
 BN0618* NAD 83(1993)-  30 11 34.75928(N)    098 02 36.56781(W)     ADJUSTED  
 BN0618* NAVD 88     -       387.89   (meters)    1272.6    (feet)  RESET     
 BN0618  ___________________________________________________________________
 BN0618  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 BN0618  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 BN0618
 BN0618  HORZ ORDER  -  THIRD
 BN0618  VERT ORDER  -  THIRD
 BN0618
 BN0618.The horizontal coordinates were established by classical geodetic methods
 BN0618.and adjusted by the National Geodetic Survey in February 1996..
 BN0618
 BN0618.The orthometric height was computed from unverified reset data.
 BN0618.No vertical observational check was made to the station.
 BN0618
 BN0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0618
 BN0618.The geoid height was determined by GEOID03.
 BN0618
 BN0618;                    North         East     Units Scale Factor Converg.
 BN0618;SPC TXSC     - 4,261,898.239   692,107.579   MT  0.99997515   +0 28 07.0
 BN0618;SPC TXSC     -13,982,577.81  2,270,689.62   sFT  0.99997515   +0 28 07.0
 BN0618;SPC TX C     - 3,060,616.292   920,489.746   MT  0.99998050   +1 10 45.9
 BN0618;SPC TX C     -10,041,371.95  3,019,973.44   sFT  0.99998050   +1 10 45.9
 BN0618;UTM  14      - 3,340,556.924   592,076.180   MT  0.99970459   +0 28 51.9
 BN0618
 BN0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0618!SPC TXSC     -   0.99994302  x   0.99997515  =   0.99991817
 BN0618!SPC TX C     -   0.99994302  x   0.99998050  =   0.99992352
 BN0618!UTM  14      -   0.99994302  x   0.99970459  =   0.99964762
 BN0618
 BN0618|---------------------------------------------------------------------|
 BN0618| PID    Reference Object                     Distance      Geod. Az  |
 BN0618|                                                           dddmmss.s |
 BN0618| BN0617 DRIP                                239.036 METERS 30248     |
 BN0618| BN0616 DRIP 2                              250.005 METERS 30931     |
 BN0618|---------------------------------------------------------------------|
 BN0618
 BN0618                          SUPERSEDED SURVEY CONTROL
 BN0618
 BN0618  NAD 83(1986)-  30 11 34.77236(N)    098 02 36.55089(W) AD(       ) 3
 BN0618  NAD 27      -  30 11 34.02610(N)    098 02 35.51660(W) AD(       ) 3
 BN0618  NGVD 29 (01/29/03)  387.79   (m)         1272.3    (f) RESET       3  
 BN0618
 BN0618.Superseded values are not recommended for survey control.
 BN0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0618.See file dsdata.txt to determine how the superseded data were derived.
 BN0618
 BN0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9207640557(NAD 83)
 BN0618_MARKER: DZ = AZIMUTH MARK DISK
 BN0618_SETTING: 66 = SET IN ROCK OUTCROP
 BN0618_SP_SET: ROCK OUTCROP
 BN0618_STAMPING: DRIP 1956
 BN0618_MARK LOGO: CGS   
 BN0618_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0618+STABILITY: POSITION/ELEVATION WELL
 BN0618
 BN0618  HISTORY     - Date     Condition        Report By
 BN0618  HISTORY     - 1956     MONUMENTED
 BN0618  HISTORY     - 19560409 GOOD             CGS
 BN0618  HISTORY     - 1986     MARK NOT FOUND   USGS
 BN0618  HISTORY     - 19960127 MARK NOT FOUND   USPSQD
 BN0618  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 BN0618
 BN0618                          STATION DESCRIPTION
 BN0618
 BN0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BN0618'2.5 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE VILLAGE OF DRIPPING
 BN0618'SPRINGS, 0.15 MILE SOUTHEAST OF THE TRIANGULATION STATION DRIP AND
 BN0618'ABOUT 85 YARDS SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE AND A METAL
 BN0618'GATE WITH TWO LARGE CEDAR POSTS, 12 FEET EAST OF THE CENTERLINE OF
 BN0618'THE FARM ROAD LEADING SOUTH FROM THE GATE AND ABOUT 6 FEET WEST OF A
 BN0618'POST, AND 1 FOOT HIGHER THAN THE ROAD.
 BN0618
 BN0618                          STATION RECOVERY (1986)
 BN0618
 BN0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 BN0618'MARK NOT FOUND.
 BN0618
 BN0618                          STATION RECOVERY (1996)
 BN0618
 BN0618'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0618'MARK NOT FOUND.
 BN0618
 BN0618                          STATION RECOVERY (1999)
 BN0618
 BN0618'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0735 ***********************************************************************
 AH0735  DESIGNATION -  DRISCOLL
 AH0735  PID         -  AH0735
 AH0735  STATE/COUNTY-  TX/NUECES
 AH0735  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0735
 AH0735                         *CURRENT SURVEY CONTROL
 AH0735  ___________________________________________________________________
 AH0735* NAD 83(1993)-  27 41 27.98966(N)    097 44 22.28782(W)     ADJUSTED  
 AH0735* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AH0735  ___________________________________________________________________
 AH0735  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AH0735  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH0735
 AH0735  HORZ ORDER  -  FIRST
 AH0735
 AH0735.The horizontal coordinates were established by classical geodetic methods
 AH0735.and adjusted by the National Geodetic Survey in February 1996..
 AH0735
 AH0735.The orthometric height was scaled from a topographic map.
 AH0735
 AH0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0735
 AH0735.The geoid height was determined by GEOID03.
 AH0735
 AH0735;                    North         East     Units Scale Factor Converg.
 AH0735;SPC TX S     - 5,224,522.713   375,011.092   MT  0.99996708   +0 20 42.9
 AH0735;SPC TX S     -17,140,788.27  1,230,348.89   sFT  0.99996708   +0 20 42.9
 AH0735;UTM  14      - 3,063,621.008   624,290.480   MT  0.99979068   +0 35 09.0
 AH0735
 AH0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0735!SPC TX S     -   1.00000102  x   0.99996708  =   0.99996810
 AH0735!UTM  14      -   1.00000102  x   0.99979068  =   0.99979170
 AH0735
 AH0735:                Primary Azimuth Mark                     Grid Az
 AH0735:SPC TX S     -  ROBSTWON FARM LABOR SUP CEN TK           024 21 09.9
 AH0735:UTM  14      -  ROBSTWON FARM LABOR SUP CEN TK           024 06 43.8
 AH0735
 AH0735|---------------------------------------------------------------------|
 AH0735| PID    Reference Object                     Distance      Geod. Az  |
 AH0735|                                                           dddmmss.s |
 AH0735| AH1565 ROBSTWON FARM LABOR SUP CEN TK      APPROX.14.3 KM 0244152.8 |
 AH0735| AH1564 ROBSTOWN ST JOHNS CATHOLIC CH       APPROX.13.6 KM 0310817.2 |
 AH0735| AH1563 ROBSTOWN MUNICIPAL TANK             APPROX.13.1 KM 0344934.0 |
 AH0735| AH0733 DRISCOLL RM 1                        30.110 METERS 04905     |
 AH0735| AH1580 PETRONILLA CONSOL SCH TK            APPROX.10.3 KM 1004955.1 |
 AH0735| AH0734 DRISCOLL RM 2                        33.089 METERS 18405     |
 AH0735| AH1586 BISHOP RADIO STA KINE TOWER         APPROX.11.2 KM 2083009.1 |
 AH0735| AH1583 DRISCOLL MUNICIPAL TANK             APPROX. 2.5 KM 2093559.0 |
 AH0735| AH1601 AGUA DULCE MUNICIPAL TANK           APPROX.19.7 KM 3010339.0 |
 AH0735| AH1599 BROWNSVILLE FT WORTH AWY BN 13      APPROX.14.1 KM 3240124.3 |
 AH0735|---------------------------------------------------------------------|
 AH0735
 AH0735                          SUPERSEDED SURVEY CONTROL
 AH0735
 AH0735  NAD 83(1986)-  27 41 27.99770(N)    097 44 22.26700(W) AD(       ) 1
 AH0735  NAD 27      -  27 41 26.89200(N)    097 44 21.28400(W) AD(       ) 1
 AH0735
 AH0735.Superseded values are not recommended for survey control.
 AH0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0735.See file dsdata.txt to determine how the superseded data were derived.
 AH0735
 AH0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2429063621(NAD 83)
 AH0735_MARKER: DS = TRIANGULATION STATION DISK
 AH0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0735_STAMPING: DRISCOLL 1949
 AH0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0735+STABILITY: SURFACE MOTION
 AH0735
 AH0735  HISTORY     - Date     Condition        Report By
 AH0735  HISTORY     - 1949     MONUMENTED       CGS
 AH0735  HISTORY     - 1950     MARK NOT FOUND   CGS
 AH0735  HISTORY     - 1950     GOOD             NGS
 AH0735  HISTORY     - 1953     MARK NOT FOUND   LOCENG
 AH0735  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0735
 AH0735                          STATION DESCRIPTION
 AH0735
 AH0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0735'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ROBSTOWN,
 AH0735'ABOUT 1.5 MILES NORTH-NORTHEAST OF DRISCOLL, AND 45.5 FEET
 AH0735'EAST OF THE CENTER OF U.S. HIGHWAY 77.  IT IS STAMPED DRISCOLL
 AH0735'1949 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 AH0735'
 AH0735'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF THE CENTER OF A SIDE
 AH0735'ROAD LEADING EAST, 1 FOOT WEST OF A POWER LINE POLE, AND 1 FOOT
 AH0735'NORTHWEST OF A WITNESS POST.  IT IS STAMPED DRISCOLL NO 1 1949
 AH0735'AND PROJECTS 6 INCHES ABOVE THE GROUND.
 AH0735'
 AH0735'REFERENCE MARK NO. 2 IS 1 FOOT NORTHWEST OF A POWER LINE POLE
 AH0735'AT THE WEST EDGE OF A CULTIVATED FIELD.  IT IS STAMPED DRISCOLL
 AH0735'NO 2 1949 AND PROJECTS 6 INCHES.
 AH0735'
 AH0735'THE AZIMUTH MARK IS A U.S.G.S. BENCH MARK, STAMPED TEXAS 1923
 AH0735'H11.  THE DISK IS SET FLUSH IN A 6-INCH CYLINDER OF CONCRETE THAT
 AH0735'PROJECTS 6 INCHES.  IT IS LOCATED 22 FEET SOUTH OF A ROAD
 AH0735'SIGN U.S. 77 AND FARM ROAD 665, 1.5 FEET EAST OF A WITNESS
 AH0735'POST, AND 59.5 FEET EAST OF THE CENTER OF U.S. HIGHWAY 77.
 AH0735'
 AH0735'TO REACH THE STATION FROM THE DEPOT IN DRISCOLL, GO NORTH-NORTHEAST
 AH0735'ON U.S. HIGHWAY 77 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 AH0735'RIGHT, CONTINUE NORTHERLY ON THE HIGHWAY FOR 1.3 MILES TO THE SIDE
 AH0735'ROAD AND THE STATION ON THE RIGHT AS DESCRIBED.
 AH0735'
 AH0735'A 74 FOOT SIGNAL AT ELLIFF 1904 IS VISIBLE AT 20 FEET.
 AH0735'
 AH0735'A 4 FOOT SIGNAL AT ROBSTOWN IS VISIBLE AT 20 FEET.
 AH0735'
 AH0735'AN 87 FOOT SIGNAL AT ROGERS 2 IS VISIBLE AT 4 FEET.
 AH0735'
 AH0735'AN 87 FOOT SIGNAL AT PETRONILLA IS VISIBLE AT 37 FEET.
 AH0735'
 AH0735'A 74 FOOT SIGNAL AT LUBY IS VISIBLE AT 37 FEET.
 AH0735'
 AH0735'A 74 FOOT SIGNAL AT BISHOP 1913 IS VISIBLE AT 50 FEET.
 AH0735'
 AH0735'A 4 FOOT SIGNAL AT KERNS IS VISIBLE AT 37 FEET.
 AH0735'
 AH0735'A 60 FOOT SIGNAL AT BANQUETE IS VISIBLE AT 37 FEET.
 AH0735'
 AH0735'A 74 FOOT SIGNAL AT CHILTIPIN IS VISIBLE AT 50 FEET.
 AH0735'
 AH0735'A 74 FOOT SIGNAL AT WOOD 2 IS VISIBLE AT 50 FEET.
 AH0735'
 AH0735'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AH0735
 AH0735                          STATION RECOVERY (1950)
 AH0735
 AH0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 AH0735'1.55 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND
 AH0735'MEXICO RAILROAD FROM THE STATION AT DRISCOLL, AT THE JUNCTION
 AH0735'OF U.S. HIGHWAY 77 AND A ROAD LEADING EAST, 46 FEET SOUTHEAST
 AH0735'OF THE CENTER LINE OF THE HIGHWAY, 108.5 FEET NORTHWEST OF A
 AH0735'POWER POLE, THE POST AND SHANK OF THE DISK WERE STILL IN PLACE
 AH0735'BUT THE DISK PART OF THE MARK WAS MISSING.
 AH0735'
 AH0735'DRISCOLL R.M. 1 IS 98.1 FEET NORTHWEST OF TRIANGULATION STATION
 AH0735'DRISCOLL 1949, 164 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 AH0735'RAILROAD, 82 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AH0735'33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTHWEST
 AH0735'OF A TELEPHONE POLE, 1.3 FEET NORTHWEST OF A WITNESS POST, SET
 AH0735'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AH0735'GROUND, STAMPED DRISCOLL NO 1 1949.
 AH0735'
 AH0735'DRISCOLL R.M. 2 IS 107.0 FEET SOUTHEAST OF TRIANGULATION
 AH0735'STATION DRISCOLL 1949, 191.5 FEET SOUTHWEST OF DRISCOLL R.M.
 AH0735'1. 89 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 AH0735'NORTH OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST
 AH0735'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED DRISCOLL
 AH0735'NO 2 1949.
 AH0735'
 AH0735'BENCH MARK H 11 (U.S.G.S.) IS THE AZIMUTH MARK FOR THIS STATION,
 AH0735'0.25 MILE NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS,
 AH0735'BROWNSVILLE AND MEXICO RAILROAD STATION AT DRISCOLL, AT THE
 AH0735'INTERSECTION OF FARM ROADS 665 AND 666 AND U.S. HIGHWAY 77,
 AH0735'63 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 77, 53
 AH0735'FEET SOUTH OF THE CENTER LINE OF FARM ROAD 665, 25 FEET
 AH0735'SOUTH OF A POWER POLE, 2 FEET EAST OF A WITNESS POST, 1.4 MILES
 AH0735'SOUTHWEST OF TRIANGULATION STATION DRISCOLL 1949, A U.S.G.S.
 AH0735'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AH0735'FOOT ABOVE THE GROUND, STAMPED TEXAS H 11 1923.
 AH0735'
 AH0735'THE REFERENCE MARKS AND AZIMUTH MARK WERE FOUND TO BE IN GOOD
 AH0735'CONDITION.
 AH0735
 AH0735                          STATION RECOVERY (1950)
 AH0735
 AH0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AH0735'1.55 MI NE FROM DRISCOLL.
 AH0735'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ROBSTOWN, ABOUT 1.5
 AH0735'MILES NORTH-NORTHEAST OF DRISCOLL, AND 45.5 FEET EAST OF THE CENTER OF
 AH0735'U. S. HIGHWAY 77.  IT IS STAMPED DRISCOLL 1949 AND IS SET FLUSH WITH
 AH0735'THE SURFACE OF THE GROUND.
 AH0735
 AH0735                          STATION RECOVERY (1953)
 AH0735
 AH0735'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 AH0735'RECOVERED BY BROWN AND ROOT INC
 AH0735'
 AH0735'STATION MARK HAS BEEN STRUCK, DISK IS GONE.  REFERENCE MARKS
 AH0735'AND AZIMUTH MARK ARE IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 AH0735
 AH0735                          STATION RECOVERY (1981)
 AH0735
 AH0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0735'NOT SEARCHED FOR THIS DATE, 1950 RECOVERY NOTE INDICATED DISK WAS
 AH0735'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1583 ***********************************************************************
 AH1583  DESIGNATION -  DRISCOLL MUNICIPAL TANK
 AH1583  PID         -  AH1583
 AH1583  STATE/COUNTY-  TX/NUECES
 AH1583  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1583
 AH1583                         *CURRENT SURVEY CONTROL
 AH1583  ___________________________________________________________________
 AH1583* NAD 83(1993)-  27 40 18.27518(N)    097 45 06.76903(W)     ADJUSTED  
 AH1583* NAVD 88     -                                                        
 AH1583  ___________________________________________________________________
 AH1583  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AH1583  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH1583
 AH1583  HORZ ORDER  -  THIRD
 AH1583
 AH1583.The horizontal coordinates were established by classical geodetic methods
 AH1583.and adjusted by the National Geodetic Survey in February 1996..
 AH1583
 AH1583
 AH1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1583
 AH1583.The geoid height was determined by GEOID03.
 AH1583
 AH1583;                    North         East     Units Scale Factor Converg.
 AH1583;SPC TX S     - 5,222,369.607   373,805.078   MT  0.99996308   +0 20 22.7
 AH1583;SPC TX S     -17,133,724.29  1,226,392.16   sFT  0.99996308   +0 20 22.7
 AH1583;UTM  14      - 3,061,463.242   623,093.718   MT  0.99978703   +0 34 46.9
 AH1583
 AH1583                          SUPERSEDED SURVEY CONTROL
 AH1583
 AH1583  NAD 83(1986)-  27 40 18.28296(N)    097 45 06.74845(W) AD(       ) 4
 AH1583  NAD 27      -  27 40 17.16000(N)    097 45 05.77000(W) AD(       ) 3
 AH1583
 AH1583.Superseded values are not recommended for survey control.
 AH1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1583.See file dsdata.txt to determine how the superseded data were derived.
 AH1583
 AH1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2309461463(NAD 83)
 AH1583_MARKER: 53 = ELEVATED TANK
 AH1583
 AH1583  HISTORY     - Date     Condition        Report By
 AH1583  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1583  HISTORY     - 1960     GOOD             CGS
 AH1583  HISTORY     - 1986     GOOD             USPSQD
 AH1583
 AH1583                          STATION DESCRIPTION
 AH1583
 AH1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1583'IT IS LOCATED IN THE TOWN OF DRISCOLL, 0.1 MILE WEST OF THE
 AH1583'RAILROAD DEPOT 0.05 MILE SOUTH-SOUTHWEST OF THE CENTER OF THE
 AH1583'INTERSECTION OF A CROSS STREET, AND 44 FEET WEST OF THE CENTER
 AH1583'OF A PAVED STREET.
 AH1583'
 AH1583'THE TANK PROPER IS CONSTRUCTED OF WOOD AND HAS A CONICAL TIN
 AH1583'ROOF.  IT IS SUPPORTED BY A FOUR LEGGED STEEL TRUSSWORK AND
 AH1583'HAS AN OVERALL HEIGHT OF ABOUT 65 FEET.
 AH1583'
 AH1583'THE POINT OBSERVED UPON WAS THE CENTER OF THE PEAK OF THE ROOF.
 AH1583
 AH1583                          STATION RECOVERY (1960)
 AH1583
 AH1583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DFC)
 AH1583'DRISCOLL MUN. WATER TANK (1949) WAS FOUND TO BE A SMALL
 AH1583'ABANDONED WOODEN TANK.  THE PRESENT DRISCOLL MUN. WATER TANK
 AH1583'WAS BUILT IN 1955 AND IS LOCATED N. 35 DEG 25 MIN W. (GRID)
 AH1583'150.7 FEET FROM THE ORIGINAL WATER TANK.
 AH1583'
 AH1583'ALL BEARINGS SHOWN ARE GRID BEARINGS BASED ON TEXAS PLANE
 AH1583'COORDINATE SYSTEM FOR SOUTH ZONE.
 AH1583
 AH1583                          STATION RECOVERY (1986)
 AH1583
 AH1583'RECOVERY NOTE BY US POWER SQUADRON 1986 (RNN)
 AH1583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0733 ***********************************************************************
 AH0733  DESIGNATION -  DRISCOLL RM 1
 AH0733  PID         -  AH0733
 AH0733  STATE/COUNTY-  TX/NUECES
 AH0733  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0733
 AH0733                         *CURRENT SURVEY CONTROL
 AH0733  ___________________________________________________________________
 AH0733* NAD 83(1986)-  27 41 28.     (N)    097 44 23.     (W)     SCALED    
 AH0733* NAVD 88     -        20.317  (meters)      66.66   (feet)  ADJUSTED  
 AH0733  ___________________________________________________________________
 AH0733  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH0733  DYNAMIC HT  -          20.286 (meters)      66.56  (feet)  COMP
 AH0733  MODELED GRAV-     979,110.3   (mgal)                       NAVD 88
 AH0733
 AH0733  VERT ORDER  -  FIRST     CLASS II
 AH0733
 AH0733.The horizontal coordinates were scaled from a topographic map and have
 AH0733.an estimated accuracy of +/- 6 seconds.
 AH0733
 AH0733.The orthometric height was determined by differential leveling
 AH0733.and adjusted by the National Geodetic Survey in June 1991..
 AH0733
 AH0733.The geoid height was determined by GEOID03.
 AH0733
 AH0733.The dynamic height is computed by dividing the NAVD 88
 AH0733.geopotential number by the normal gravity value computed on the
 AH0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0733.degrees latitude (g = 980.6199 gals.).
 AH0733
 AH0733.The modeled gravity was interpolated from observed gravity values.
 AH0733
 AH0733;                    North         East    Units  Estimated Accuracy
 AH0733;SPC TX S     - 5,224,520.      374,990.      MT  (+/- 180 meters Scaled)
 AH0733
 AH0733                          SUPERSEDED SURVEY CONTROL
 AH0733
 AH0733  NGVD 29 (??/??/92)   20.437  (m)           67.05   (f) ADJ UNCH    1 2
 AH0733
 AH0733.Superseded values are not recommended for survey control.
 AH0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0733.See file dsdata.txt to determine how the superseded data were derived.
 AH0733
 AH0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR242636(NAD 83)
 AH0733_MARKER: DR = REFERENCE MARK DISK
 AH0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0733_STAMPING: DRISCOLL NO 1 1949
 AH0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0733+STABILITY: SURFACE MOTION
 AH0733
 AH0733  HISTORY     - Date     Condition        Report By
 AH0733  HISTORY     - 1949     MONUMENTED       CGS
 AH0733  HISTORY     - 1950     GOOD             NGS
 AH0733  HISTORY     - 1953     GOOD             NGS
 AH0733  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0733
 AH0733                          STATION DESCRIPTION
 AH0733
 AH0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0733'1.55 MI NE FROM DRISCOLL.
 AH0733'1.55 MILES NORTHEAST OF THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0733'FROM THE STATION AT DRISCOLL, AT A JUNCTION OF U.S. HIGHWAY 77 AND A
 AH0733'ROAD LEADING EAST, 164 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 82 FEET
 AH0733'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTH OF THE
 AH0733'CENTER LINE OF THE ROAD, 1.3 FEET SOUTHWEST OF A TELEPHONE POLE, 1.3
 AH0733'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AH0733'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN
 AH0733'PACIFIC LINES.
 AH0733
 AH0733                          STATION RECOVERY (1953)
 AH0733
 AH0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AH0733'RECOVERED IN GOOD CONDITION.
 AH0733
 AH0733                          STATION RECOVERY (1981)
 AH0733
 AH0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0733'SEARCHED FOR, NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0734 ***********************************************************************
 AH0734  DESIGNATION -  DRISCOLL RM 2
 AH0734  PID         -  AH0734
 AH0734  STATE/COUNTY-  TX/NUECES
 AH0734  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0734
 AH0734                         *CURRENT SURVEY CONTROL
 AH0734  ___________________________________________________________________
 AH0734* NAD 83(1986)-  27 41 27.     (N)    097 44 24.     (W)     SCALED    
 AH0734* NAVD 88     -        20.249  (meters)      66.43   (feet)  ADJUSTED  
 AH0734  ___________________________________________________________________
 AH0734  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH0734  DYNAMIC HT  -          20.218 (meters)      66.33  (feet)  COMP
 AH0734  MODELED GRAV-     979,110.3   (mgal)                       NAVD 88
 AH0734
 AH0734  VERT ORDER  -  FIRST     CLASS II
 AH0734
 AH0734.The horizontal coordinates were scaled from a topographic map and have
 AH0734.an estimated accuracy of +/- 6 seconds.
 AH0734
 AH0734.The orthometric height was determined by differential leveling
 AH0734.and adjusted by the National Geodetic Survey in June 1991..
 AH0734
 AH0734.The geoid height was determined by GEOID03.
 AH0734
 AH0734.The dynamic height is computed by dividing the NAVD 88
 AH0734.geopotential number by the normal gravity value computed on the
 AH0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0734.degrees latitude (g = 980.6199 gals.).
 AH0734
 AH0734.The modeled gravity was interpolated from observed gravity values.
 AH0734
 AH0734;                    North         East    Units  Estimated Accuracy
 AH0734;SPC TX S     - 5,224,490.      374,960.      MT  (+/- 180 meters Scaled)
 AH0734
 AH0734                          SUPERSEDED SURVEY CONTROL
 AH0734
 AH0734  NGVD 29 (??/??/92)   20.369  (m)           66.83   (f) ADJ UNCH    1 2
 AH0734
 AH0734.Superseded values are not recommended for survey control.
 AH0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0734.See file dsdata.txt to determine how the superseded data were derived.
 AH0734
 AH0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR242635(NAD 83)
 AH0734_MARKER: DR = REFERENCE MARK DISK
 AH0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0734_STAMPING: DRISCOLL NO 2 1949
 AH0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0734+STABILITY: SURFACE MOTION
 AH0734
 AH0734  HISTORY     - Date     Condition        Report By
 AH0734  HISTORY     - 1949     MONUMENTED       CGS
 AH0734  HISTORY     - 1950     GOOD             NGS
 AH0734  HISTORY     - 1953     GOOD             NGS
 AH0734  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0734
 AH0734                          STATION DESCRIPTION
 AH0734
 AH0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0734'1.55 MI NE FROM DRISCOLL.
 AH0734'1.55 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0734'RAILROAD FROM THE STATION AT DRISCOLL, AT A JUNCTION OF U.S. HIGHWAY
 AH0734'77 AND A ROAD LEADING EAST, 191.5 FEET SOUTHWEST OF DRISCOLL R.M. 1,
 AH0734'89 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A
 AH0734'POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 AH0734'ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0734
 AH0734                          STATION RECOVERY (1953)
 AH0734
 AH0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AH0734'RECOVERED IN GOOD CONDITION.
 AH0734
 AH0734                          STATION RECOVERY (1981)
 AH0734
 AH0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0734'SEARCHED FOR, NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3923 ***********************************************************************
 AB3923  SACS        -  This is a Secondary Airport Control Station.
 AB3923  DESIGNATION -  DRT A
 AB3923  PID         -  AB3923
 AB3923  STATE/COUNTY-  TX/VAL VERDE
 AB3923  USGS QUAD   -  DEL RIO NW (1972)
 AB3923
 AB3923                         *CURRENT SURVEY CONTROL
 AB3923  ___________________________________________________________________
 AB3923* NAD 83(1993)-  29 22 54.94796(N)    100 55 48.45483(W)     ADJUSTED  
 AB3923* NAVD 88     -       311.13   (meters)    1020.8    (feet)  GPS OBS   
 AB3923  ___________________________________________________________________
 AB3923  X           -  -1,054,704.412 (meters)                     COMP
 AB3923  Y           -  -5,461,535.281 (meters)                     COMP
 AB3923  Z           -   3,110,998.914 (meters)                     COMP
 AB3923  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AB3923  ELLIP HEIGHT-         288.14  (meters)          (06/26/01) GPS OBS
 AB3923  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AB3923
 AB3923  HORZ ORDER  -  FIRST
 AB3923  ELLP ORDER  -  SECOND    CLASS I
 AB3923
 AB3923.This mark is at Del Rio Intl (DRT) Airport (DRT)
 AB3923
 AB3923.The horizontal coordinates were established by GPS observations
 AB3923.and adjusted by the National Geodetic Survey in June 1996..
 AB3923
 AB3923.The orthometric height was determined by GPS observations and a
 AB3923.high-resolution geoid model.
 AB3923
 AB3923.GPS derived orthometric heights for airport stations designated as
 AB3923.PACS or SACS are published to 2 decimal places.  This maintains
 AB3923.centimeter relative accuracy between the PACS and SACS.  It does
 AB3923.not indicate centimeter accuracy relative to other marks which are
 AB3923.part of the NAVD 88 network.
 AB3923
 AB3923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3923
 AB3923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3923
 AB3923.The ellipsoidal height was determined by GPS observations
 AB3923.and is referenced to NAD 83.
 AB3923
 AB3923.The geoid height was determined by GEOID03.
 AB3923
 AB3923;                    North         East     Units Scale Factor Converg.
 AB3923;SPC TXSC     - 4,173,171.316   412,660.185   MT  0.99986358   -0 56 44.1
 AB3923;SPC TXSC     -13,691,479.56  1,353,869.29   sFT  0.99986358   -0 56 44.1
 AB3923;UTM  14      - 3,251,849.742   312,682.561   MT  1.00003297   -0 56 50.1
 AB3923
 AB3923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3923!SPC TXSC     -   0.99995475  x   0.99986358  =   0.99981833
 AB3923!UTM  14      -   0.99995475  x   1.00003297  =   0.99998772
 AB3923
 AB3923:                Primary Azimuth Mark                     Grid Az
 AB3923:SPC TXSC     -  DRT B                                    146 08 31.0
 AB3923:UTM  14      -  DRT B                                    146 08 37.0
 AB3923
 AB3923|---------------------------------------------------------------------|
 AB3923| PID    Reference Object                     Distance      Geod. Az  |
 AB3923|                                                           dddmmss.s |
 AB3923| AB2775 DRT B                               473.765 METERS 1451146.9 |
 AB3923|---------------------------------------------------------------------|
 AB3923
 AB3923                          SUPERSEDED SURVEY CONTROL
 AB3923
 AB3923  ELLIP H (06/14/96)  288.27   (m)                       GP(       ) 2 1
 AB3923
 AB3923.Superseded values are not recommended for survey control.
 AB3923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3923.See file dsdata.txt to determine how the superseded data were derived.
 AB3923
 AB3923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT1268351850(NAD 83)
 AB3923_MARKER: I = METAL ROD
 AB3923_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3923_STAMPING: DRT A
 AB3923_MARK LOGO: NGS   
 AB3923_PROJECTION: FLUSH
 AB3923_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3923+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3923_ROD/PIPE-DEPTH: 1.0  meters
 AB3923_SLEEVE-DEPTH  : 0.7 meters
 AB3923
 AB3923  HISTORY     - Date     Condition        Report By
 AB3923  HISTORY     - 1995     MONUMENTED       NGS
 AB3923
 AB3923                          STATION DESCRIPTION
 AB3923
 AB3923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3923'THE STATION IS LOCATED IN THE SOUTHWEST SIDE OF DEL RIO ON THE DEL RIO
 AB3923'INTERNATIONAL AIRPORT, NEAR THE NORTH CORNER OF THE AIRPORT PROPERTY.
 AB3923'OWNERSHIP--DEL RIO/VAL VERDE CITY, JESSE VELAZQUEZ, AIRPORT
 AB3923'SUPERVISOR, 114 WEST MARTIN STREET, DEL RIO TX 78840, PHONE 210 774
 AB3923'8531.  TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 90
 AB3923'AND EAST 10TH STREET IN DEL RIO, GO SOUTHWEST THEN NORTHWEST ALONG
 AB3923'10TH STREET 1.96 KM (1.20 MI) TO THE DEL RIO TERMINAL AND THE APRON
 AB3923'GATE, PASS THROUGH THE GATE, NORTHWEST, GO 1.43 KM (0.90 MI) NORTHWEST
 AB3923'ACROSS THE APRON AND ALONG THE TAXI TO ITS END, THEN CONTINUE ON TO
 AB3923'THE NORTH CORNER OF THE AIRPORT AND THE STATION ON THE LEFT.  THE
 AB3923'STATION IS 41.9 M (137.5 FT) SOUTH-SOUTHWEST OF THE MOST NORTHERLY
 AB3923'CORNER OF THE BOUNDRY FENCE, 18.9 M (62.0 FT) WEST OF ANOTHER FENCE
 AB3923'CORNER,11.5 M SOUTHEAST OF THE NORTHWEST BOUNDRY FENCE AND WITNESS
 AB3923'POST.  BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2775 ***********************************************************************
 AB2775  PACS        -  This is a Primary Airport Control Station.
 AB2775  DESIGNATION -  DRT B
 AB2775  PID         -  AB2775
 AB2775  STATE/COUNTY-  TX/VAL VERDE
 AB2775  USGS QUAD   -  DEL RIO NW (1972)
 AB2775
 AB2775                         *CURRENT SURVEY CONTROL
 AB2775  ___________________________________________________________________
 AB2775* NAD 83(1993)-  29 22 42.31318(N)    100 55 38.42750(W)     ADJUSTED  
 AB2775* NAVD 88     -       304.53   (meters)     999.1    (feet)  GPS OBS   
 AB2775  ___________________________________________________________________
 AB2775  X           -  -1,054,473.997 (meters)                     COMP
 AB2775  Y           -  -5,461,768.311 (meters)                     COMP
 AB2775  Z           -   3,110,656.682 (meters)                     COMP
 AB2775  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AB2775  ELLIP HEIGHT-         281.55  (meters)          (10/24/00) GPS OBS
 AB2775  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AB2775
 AB2775  HORZ ORDER  -  B
 AB2775  ELLP ORDER  -  FOURTH    CLASS II
 AB2775
 AB2775.This mark is at Del Rio Intl (DRT) Airport (DRT)
 AB2775
 AB2775.The horizontal coordinates were established by GPS observations
 AB2775.and adjusted by the National Geodetic Survey in February 1996..
 AB2775
 AB2775.The orthometric height was determined by GPS observations and a
 AB2775.high-resolution geoid model.
 AB2775
 AB2775.GPS derived orthometric heights for airport stations designated as
 AB2775.PACS or SACS are published to 2 decimal places.  This maintains
 AB2775.centimeter relative accuracy between the PACS and SACS.  It does
 AB2775.not indicate centimeter accuracy relative to other marks which are
 AB2775.part of the NAVD 88 network.
 AB2775
 AB2775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2775
 AB2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2775
 AB2775.The ellipsoidal height was determined by GPS observations
 AB2775.and is referenced to NAD 83.
 AB2775
 AB2775.The geoid height was determined by GEOID03.
 AB2775
 AB2775;                    North         East     Units Scale Factor Converg.
 AB2775;SPC TXSC     - 4,172,777.945   412,924.101   MT  0.99986353   -0 56 39.2
 AB2775;SPC TXSC     -13,690,188.97  1,354,735.15   sFT  0.99986353   -0 56 39.2
 AB2775;UTM  14      - 3,251,456.297   312,946.510   MT  1.00003175   -0 56 44.8
 AB2775
 AB2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2775!SPC TXSC     -   0.99995578  x   0.99986353  =   0.99981932
 AB2775!UTM  14      -   0.99995578  x   1.00003175  =   0.99998753
 AB2775
 AB2775:                Primary Azimuth Mark                     Grid Az
 AB2775:SPC TXSC     -  DRT A                                    326 08 31.0
 AB2775:UTM  14      -  DRT A                                    326 08 36.6
 AB2775
 AB2775|---------------------------------------------------------------------|
 AB2775| PID    Reference Object                     Distance      Geod. Az  |
 AB2775|                                                           dddmmss.s |
 AB2775| AB3923 DRT A                               473.765 METERS 3251151.8 |
 AB2775|---------------------------------------------------------------------|
 AB2775
 AB2775                          SUPERSEDED SURVEY CONTROL
 AB2775
 AB2775  ELLIP H (02/20/96)  281.68   (m)                       GP(       ) 1 1
 AB2775
 AB2775.Superseded values are not recommended for survey control.
 AB2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2775.See file dsdata.txt to determine how the superseded data were derived.
 AB2775
 AB2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT1294751456(NAD 83)
 AB2775_MARKER: DS = TRIANGULATION STATION DISK
 AB2775_SETTING: 66 = SET IN ROCK OUTCROP
 AB2775_STAMPING: DRT B 1995
 AB2775_MARK LOGO: NGS   
 AB2775_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2775+STABILITY: POSITION/ELEVATION WELL
 AB2775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2775+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2775
 AB2775  HISTORY     - Date     Condition        Report By
 AB2775  HISTORY     - 1995     MONUMENTED       NGS
 AB2775
 AB2775                          STATION DESCRIPTION
 AB2775
 AB2775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2775'THE STATION IS LOCATED IN THE SOUTHWEST SIDE OF DEL RIO ON THE DEL RIO
 AB2775'INTERNATIONAL AIRPORT, NORTH OF THE NORTHWEST END OF THE TAXI,
 AB2775'SOUTHWEST OF AN AWOS.  OWNERSHIP--DEL RIO/VAL VERDE CITY, JESSE
 AB2775'VELAZQUEZ, AIRPORT SUPERVISOR, CITY ENGINEERING, 114 WEST MARTIN
 AB2775'STREET, DEL RIO TX 78840, PHONE 210 775 7548.  TO REACH THE STATION
 AB2775'FROM THE INTERSECTION OF U.S.  HIGHWAY 90 AND EAST 10TH STREET IN DEL
 AB2775'RIO, GO SOUTHWEST THEN NORTHWEST ALONG 10TH STREET 1.96 KM (1.20 MI)
 AB2775'TO THE DEL RIO TERMINAL AND THE APRON GATE, PASS THROUGH THE GATE,
 AB2775'NORTHWEST, GO 0.99 KM (0.60 MI) NORTHWEST ACROSS THE APRON AND ALONG
 AB2775'THE TAXI TO ITS END, TURN RIGHT, NORTH, GO 0.11 KM (0.05 MI) TO A
 AB2775'GROUP OF ELECTRIC BOXES AND VERTICAL PIPES AND THE STATION ON THE
 AB2775'LEFT.  THE STATION IS IN TOP OF A 1 X 3-FOOT AREA OF EXPOSED BEDROCK,
 AB2775'78.4 M (257.2 FT) SOUTH OF A FENCE CORNER, 57.9 M (190.0 FT) SOUTH OF
 AB2775'A EAST WEST FENCE, 24.2 M (79.4 FT) WEST OF AND IN LINE WITH THE MOST
 AB2775'WESTERLY 1 OF 6 18-INCH HIGH PIPES, 2.1 M (6.9 FT) NORTH OF THE CENTER
 AB2775'OF A BURIED CABLE LINE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST,
 AB2775'AND THE DISK IS 0.1 M (0.3 FT) BELOW THE LEVEL OF THE GROUND SURFACE.
 AB2775'BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7027 ***********************************************************************
 AW7027  DESIGNATION -  DRUM
 AW7027  PID         -  AW7027
 AW7027  STATE/COUNTY-  TX/BRAZORIA
 AW7027  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW7027
 AW7027                         *CURRENT SURVEY CONTROL
 AW7027  ___________________________________________________________________
 AW7027* NAD 83(1993)-  29 00 39.14327(N)    095 12 40.92394(W)     ADJUSTED  
 AW7027* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 AW7027  ___________________________________________________________________
 AW7027  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AW7027  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AW7027
 AW7027  HORZ ORDER  -  THIRD
 AW7027
 AW7027.The horizontal coordinates were established by classical geodetic methods
 AW7027.and adjusted by the National Geodetic Survey in February 1996..
 AW7027
 AW7027.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7027
 AW7027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7027
 AW7027.The geoid height was determined by GEOID03.
 AW7027
 AW7027;                    North         East     Units Scale Factor Converg.
 AW7027;SPC TXSC     - 4,136,480.843   969,012.382   MT  0.99987913   +1 51 22.0
 AW7027;SPC TXSC     -13,571,104.23  3,179,168.12   sFT  0.99987913   +1 51 22.0
 AW7027;UTM  15      - 3,211,206.765   284,606.947   MT  1.00017254   -1 04 22.3
 AW7027
 AW7027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7027!SPC TXSC     -   1.00000402  x   0.99987913  =   0.99988314
 AW7027!UTM  15      -   1.00000402  x   1.00017254  =   1.00017656
 AW7027
 AW7027                          SUPERSEDED SURVEY CONTROL
 AW7027
 AW7027  NAD 83(1986)-  29 00 39.15269(N)    095 12 40.90416(W) AD(       ) 3
 AW7027  NGVD 29 (03/28/90)    0.9    (m)            3.     (f) VERT ANG       
 AW7027
 AW7027.Superseded values are not recommended for survey control.
 AW7027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7027.See file dsdata.txt to determine how the superseded data were derived.
 AW7027
 AW7027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8460711207(NAD 83)
 AW7027_MARKER: DD = SURVEY DISK
 AW7027_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW7027_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW7027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW7027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7027+STABILITY: SURFACE MOTION
 AW7027
 AW7027  HISTORY     - Date     Condition        Report By
 AW7027  HISTORY     - 1982     MONUMENTED       NOS
 AW7027  HISTORY     - 19960420 GOOD             USPSQD
 AW7027  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW7027  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW7027
 AW7027                          STATION DESCRIPTION
 AW7027
 AW7027'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW7027'THE STATION IS LOCATED 6.1 MILES NORTHEAST OF SURFSIDE.
 AW7027'
 AW7027'TO REACH FROM THE JUNCTION OF COUNTY ROADS 257 AND 332
 AW7027'IN SURFSIDE
 AW7027'GO NORTHEAST ON COUNTY ROAD 257 FOR 9.81 KM. (6.1 MI.) TO STATION
 AW7027'ON RIGHT.
 AW7027'
 AW7027'THE STATION IS A NOS ALUMINUM DISK STAMPED---DRUM 1982---,
 AW7027'AFFIXED TO THE TOP OF A 1.1 METER ALUMINUM ROD EMBEDED IN CONCRETE
 AW7027'AND PROJECTING 6 INCHES.
 AW7027'
 AW7027'IT IS LOCATED,
 AW7027'23.62 METERS (77.5 FT.) SOUTHEAST FROM CENTERLINE COUNTY ROAD 257,
 AW7027'7.01 METERS (23.0 FT.) SOUTHEAST FROM THE NORTH ONE OF
 AW7027'TWO POWER POLES THAT SUPPORT THREE TRANSFORMERS,
 AW7027'1.68 METERS (5.5 FT.) SOUTHEAST FROM A SAND ANCHOR WITH GUY WIRE,
 AW7027'0.76 METERS (2.5 FT.) NORTHWEST FROM A METAL FENCE POST.
 AW7027'
 AW7027'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 AW7027'DESCRIBED BY MWJ.
 AW7027
 AW7027                          STATION RECOVERY (1996)
 AW7027
 AW7027'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW7027'RECOVERED IN GOOD CONDITION.
 AW7027
 AW7027                          STATION RECOVERY (2004)
 AW7027
 AW7027'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7027'GO TO N 29 01 04.5  W 095 12 03.8
 AW7027
 AW7027                          STATION RECOVERY (2005)
 AW7027
 AW7027'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW7027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2064 ***********************************************************************
 AY2064  DESIGNATION -  DRY
 AY2064  PID         -  AY2064
 AY2064  STATE/COUNTY-  TX/UVALDE
 AY2064  USGS QUAD   -  DEEP CREEK (1971)
 AY2064
 AY2064                         *CURRENT SURVEY CONTROL
 AY2064  ___________________________________________________________________
 AY2064* NAD 83(1993)-  29 28 56.45287(N)    099 45 08.74097(W)     ADJUSTED  
 AY2064* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 AY2064  ___________________________________________________________________
 AY2064  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AY2064  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AY2064
 AY2064  HORZ ORDER  -  SECOND
 AY2064
 AY2064.The horizontal coordinates were established by classical geodetic methods
 AY2064.and adjusted by the National Geodetic Survey in February 1996..
 AY2064
 AY2064.The orthometric height was scaled from a topographic map.
 AY2064
 AY2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2064
 AY2064.The geoid height was determined by GEOID03.
 AY2064
 AY2064;                    North         East     Units Scale Factor Converg.
 AY2064;SPC TXSC     - 4,182,989.213   527,037.440   MT  0.99986654   -0 22 07.0
 AY2064;SPC TXSC     -13,723,690.44  1,729,122.00   sFT  0.99986654   -0 22 07.0
 AY2064;UTM  14      - 3,261,663.303   427,055.298   MT  0.99966565   -0 22 13.2
 AY2064
 AY2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2064!SPC TXSC     -   0.99992584  x   0.99986654  =   0.99979239
 AY2064!UTM  14      -   0.99992584  x   0.99966565  =   0.99959151
 AY2064
 AY2064|---------------------------------------------------------------------|
 AY2064| PID    Reference Object                     Distance      Geod. Az  |
 AY2064|                                                           dddmmss.s |
 AY2064| CV3878 DRY RM 1                              8.695 METERS 08655     |
 AY2064| CV3879 DRY RM 2                             11.746 METERS 23434     |
 AY2064| CV3877 DRY AZ MK                                          2472244.4 |
 AY2064|---------------------------------------------------------------------|
 AY2064
 AY2064                          SUPERSEDED SURVEY CONTROL
 AY2064
 AY2064  NAD 83(1986)-  29 28 56.45208(N)    099 45 08.72406(W) AD(       ) 2
 AY2064  NAD 27      -  29 28 55.61700(N)    099 45 07.52700(W) AD(       ) 2
 AY2064
 AY2064.Superseded values are not recommended for survey control.
 AY2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2064.See file dsdata.txt to determine how the superseded data were derived.
 AY2064
 AY2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2705561663(NAD 83)
 AY2064_MARKER: DS = TRIANGULATION STATION DISK
 AY2064_SETTING: 66 = SET IN ROCK OUTCROP
 AY2064
 AY2064  HISTORY     - Date     Condition        Report By
 AY2064  HISTORY     - 1944     MONUMENTED       CGS
 AY2064  HISTORY     - 1972     GOOD             NGS
 AY2064
 AY2064                          STATION DESCRIPTION
 AY2064
 AY2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2064'STATION IS ON THE HIGHEST POINT OF A HIGH AND PROMINENT HILL,
 AY2064'NEARLY BARE ON THE W SIDE AND BRUSHY ON THE N AND E SIDES.
 AY2064'IT IS ABOUT 3 MILES W OF THE VILLAGE OF CONCAN, 20 MILES N OF
 AY2064'UVALDE, ON THE DIVIDE BETWEEN THE DRY FRIO AND FRIO RIVERS,
 AY2064'AND ABOUT 1/4 MILE S OF U.S. HIGHWAY 83.
 AY2064'
 AY2064'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 AY2064'WITH THE GROUND.  IT IS STAMPED DRY 1944.
 AY2064'
 AY2064'REFERENCE MARK 1 IS 6 INCHES LOWER THAN THE STATION.  IT IS
 AY2064'A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH WITH THE GROUND.
 AY2064'STAMPED DRY NO 1 1944.
 AY2064'
 AY2064'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 AY2064'FLUSH WITH THE GROUND.  IT IS STAMPED DRY NO 2 1944.
 AY2064'
 AY2064'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 AY2064'ABOUT 1 INCH.  STAMPED DRY 1944.  IT IS 1 MILE WSW OF THE
 AY2064'STATION, 0.15 MILE S OF THE S END OF THE DRY FRIO RIVER
 AY2064'BRIDGE, ON THE W SIDE OF U.S. HIGHWAY 83, ON TOP OF BANK 2 FEET
 AY2064'E OF THE FENCE, AND 3 FEET N OF A WHITE WOODEN WITNESS POST.
 AY2064'
 AY2064'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 AY2064'STATE HIGHWAY 127 (ABOUT 22 MILES N OF UVALDE) PROCEED S ON
 AY2064'U.S. HIGHWAY 83 FOR 2.3 MILES TO TOP OF DIVIDE AND END OF
 AY2064'TRUCK TRAVEL.  PACK LEFT (S) ABOUT 1/4 MILE TO TOP OF HILL AND
 AY2064'STATION.
 AY2064'
 AY2064'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 AY2064
 AY2064                          STATION RECOVERY (1972)
 AY2064
 AY2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2064'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 AY2064'RECOVERED AS DESCRIBED IN 1944 BY E.H. BERNSTEIN.  THE ORIGINAL
 AY2064'DESCRIPTION WAS CHECKED AND FOUND TO BE ADEQUATE.
 AY2064'
 AY2064'A REFERENCE MEASUREMENT WAS MADE TO A LONE, TWIN TRUNKED TREE.  THE
 AY2064'STATION BEING 135.0 FEET EAST, REFERENCE MARK 1 BEING 163.5 FEET
 AY2064'EAST, AND REFERENCE MARK 2 BEING 105.0 FEET EAST-SOUTHEAST OF THE
 AY2064'TREE.
 AY2064'
 AY2064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES NORTHWEST
 AY2064'OF KNIPPA.
 AY2064'
 AY2064'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0851 ***********************************************************************
 CB0851  DESIGNATION -  DRY
 CB0851  PID         -  CB0851
 CB0851  STATE/COUNTY-  TX/CONCHO
 CB0851  USGS QUAD   -  EOLA (1984)
 CB0851
 CB0851                         *CURRENT SURVEY CONTROL
 CB0851  ___________________________________________________________________
 CB0851* NAD 83(1993)-  31 27 31.20284(N)    100 03 21.09906(W)     ADJUSTED  
 CB0851* NAVD 88     -       541.1    (meters)    1775.     (feet)  VERTCON   
 CB0851  ___________________________________________________________________
 CB0851  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 CB0851  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CB0851
 CB0851  HORZ ORDER  -  SECOND
 CB0851
 CB0851.The horizontal coordinates were established by classical geodetic methods
 CB0851.and adjusted by the National Geodetic Survey in February 1996..
 CB0851
 CB0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0851
 CB0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0851
 CB0851.The geoid height was determined by GEOID03.
 CB0851
 CB0851;                    North         East     Units Scale Factor Converg.
 CB0851;SPC TX C     - 3,198,688.033   726,369.811   MT  0.99991348   +0 08 34.5
 CB0851;SPC TX C     -10,494,362.32  2,383,098.29   sFT  0.99991348   +0 08 34.5
 CB0851;UTM  14      - 3,480,918.042   399,684.203   MT  0.99972412   -0 33 03.9
 CB0851
 CB0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0851!SPC TX C     -   0.99991888  x   0.99991348  =   0.99983237
 CB0851!UTM  14      -   0.99991888  x   0.99972412  =   0.99964302
 CB0851
 CB0851:                Primary Azimuth Mark                     Grid Az
 CB0851:SPC TX C     -  PAINT                                    082 45 41.1
 CB0851:UTM  14      -  PAINT                                    083 27 19.5
 CB0851
 CB0851|---------------------------------------------------------------------|
 CB0851| PID    Reference Object                     Distance      Geod. Az  |
 CB0851|                                                           dddmmss.s |
 CB0851| CA1152 PAINT                               APPROX.13.8 KM 0825415.6 |
 CB0851| CV3884 DRY RM 2                             19.361 METERS 08953     |
 CB0851| CV3883 DRY RM 1                             18.812 METERS 18150     |
 CB0851|---------------------------------------------------------------------|
 CB0851
 CB0851                          SUPERSEDED SURVEY CONTROL
 CB0851
 CB0851  NAD 83(1986)-  31 27 31.20975(N)    100 03 21.08471(W) AD(       ) 2
 CB0851  NAD 27      -  31 27 30.63588(N)    100 03 19.79591(W) AD(       ) 2
 CB0851  NGVD 29 (07/19/86)  541.0    (m)         1775.     (f) VERT ANG       
 CB0851
 CB0851.Superseded values are not recommended for survey control.
 CB0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0851.See file dsdata.txt to determine how the superseded data were derived.
 CB0851
 CB0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV9968480918(NAD 83)
 CB0851_MARKER: DS = TRIANGULATION STATION DISK
 CB0851_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0851+WITH SETTING: INFORMATION.
 CB0851_SP_SET: PREFABRICATED CONCRETE POST
 CB0851
 CB0851  HISTORY     - Date     Condition        Report By
 CB0851  HISTORY     - 1967     MONUMENTED       USGS
 CB0851
 CB0851                          STATION DESCRIPTION
 CB0851
 CB0851'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EEM)
 CB0851'THE STATION IS LOCATED ABOUT 3.2 MILES SOUTH AND 8.0 MILES
 CB0851'WEST OF PAINT ROCK, ABOUT 4.1 MILES NORTH AND 2.0 MILES EAST
 CB0851'OF EOLA, 29 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD,
 CB0851'12 FEET EAST OF POWERLINE POLE, 2 FEET SOUTH OF RIGHT-OF-WAY
 CB0851'FENCE AND 2 FEET SOUTH OF A METAL WITNESS POST.
 CB0851'
 CB0851'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 381 AND 765
 CB0851'IN EOLA, PROCEED NORTH ALONG FARM ROAD 381 FOR 4.1 MILES TO A
 CB0851'T-RD. EAST.  TURN RIGHT (EAST) FOR 2.0 MILES TO THE STATION
 CB0851'ON THE LEFT (NORTH SIDE OF ROAD).
 CB0851'
 CB0851'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CB0851'STEEL ROD AND DRIVEN TO POINT OF REFUSAL (8.0 FEET), CENTERED
 CB0851'IN A 6 INCH DIAMETER PLASTIC CASING, 12 INCHES LONG, FILLED WITH
 CB0851'GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED DRY
 CB0851'
 CB0851'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CB0851'TO A COPPER COATED STEEL ROD AND DRIVEN TO POINT OF REFUSAL (7.0
 CB0851'FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING, 12 INCHES
 CB0851'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND
 CB0851'AND STAMPED DRY ET 1967 NO. 1.
 CB0851'
 CB0851'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CB0851'TO A COPPER COATED STEEL ROD AND DRIVEN TO POINT OF REFUSAL
 CB0851'(7.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING, 12
 CB0851'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH
 CB0851'THE GROUND AND STAMPED DRY ET 1967 NO. 2.
 CB0851'
 CB0851'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 90.06 FEET (27.453
 CB0851'METERS).
 CB0851'
 CB0851'STATION PAINT ET, 8.5 MILES EAST-NORTHEAST, IS VISIBLE FROM THE
 CB0851'GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0853 ***********************************************************************
 BP0853  DESIGNATION -  DRY
 BP0853  PID         -  BP0853
 BP0853  STATE/COUNTY-  TX/BREWSTER
 BP0853  USGS QUAD   -  TESNUS NE (1968)
 BP0853
 BP0853                         *CURRENT SURVEY CONTROL
 BP0853  ___________________________________________________________________
 BP0853* NAD 83(1993)-  30 09 44.59913(N)    102 46 14.01910(W)     ADJUSTED  
 BP0853* NAVD 88     -      1368.5    (meters)    4490.     (feet)  VERTCON   
 BP0853  ___________________________________________________________________
 BP0853  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 BP0853  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 BP0853
 BP0853  HORZ ORDER  -  FIRST
 BP0853
 BP0853.The horizontal coordinates were established by classical geodetic methods
 BP0853.and adjusted by the National Geodetic Survey in February 1996..
 BP0853
 BP0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0853
 BP0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0853
 BP0853.The geoid height was determined by GEOID03.
 BP0853
 BP0853;                    North         East     Units Scale Factor Converg.
 BP0853;SPC TXSC     - 4,263,983.891   236,861.180   MT  0.99996730   -1 50 50.1
 BP0853;SPC TXSC     -13,989,420.48    777,102.05   sFT  0.99996730   -1 50 50.1
 BP0853;SPC TX C     - 3,057,526.509   465,246.363   MT  0.99998811   -1 15 19.1
 BP0853;SPC TX C     -10,031,234.89  1,526,395.78   sFT  0.99998811   -1 15 19.1
 BP0853;UTM  13      - 3,338,879.019   714,700.321   MT  1.00016873   +1 07 14.2
 BP0853
 BP0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0853!SPC TXSC     -   0.99978858  x   0.99996730  =   0.99975589
 BP0853!SPC TX C     -   0.99978858  x   0.99998811  =   0.99977669
 BP0853!UTM  13      -   0.99978858  x   1.00016873  =   0.99995727
 BP0853
 BP0853:                Primary Azimuth Mark                     Grid Az
 BP0853:SPC TXSC     -  WHITE TIP                                008 21 29.3
 BP0853:SPC TX C     -  WHITE TIP                                007 45 58.3
 BP0853:UTM  13      -  WHITE TIP                                005 23 25.0
 BP0853
 BP0853|---------------------------------------------------------------------|
 BP0853| PID    Reference Object                     Distance      Geod. Az  |
 BP0853|                                                           dddmmss.s |
 BP0853| BP0854 WHITE TIP                           APPROX. 4.8 KM 0063039.2 |
 BP0853| CH8807 DRY RM                               31.590 METERS 30024     |
 BP0853|---------------------------------------------------------------------|
 BP0853
 BP0853                          SUPERSEDED SURVEY CONTROL
 BP0853
 BP0853  NAD 83(1986)-  30 09 44.57713(N)    102 46 14.03023(W) AD(       ) 1
 BP0853  NAD 27      -  30 09 43.92000(N)    102 46 12.47600(W) AD(       ) 1
 BP0853  NGVD 29 (07/19/86) 1368.1    (m)         4489.     (f) VERT ANG       
 BP0853
 BP0853.Superseded values are not recommended for survey control.
 BP0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0853.See file dsdata.txt to determine how the superseded data were derived.
 BP0853
 BP0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP1470038879(NAD 83)
 BP0853_MARKER: DS = TRIANGULATION STATION DISK
 BP0853_SETTING: 66 = SET IN ROCK OUTCROP
 BP0853
 BP0853  HISTORY     - Date     Condition        Report By
 BP0853  HISTORY     - 1918     MONUMENTED       CGS
 BP0853  HISTORY     - 1937     MARK NOT FOUND   CGS
 BP0853
 BP0853                          STATION DESCRIPTION
 BP0853
 BP0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 BP0853'STATION IS ABOUT 6 MILES W OF LONGFELLOW, 1-1/2 MILES S FROM OLD
 BP0853'PURINTON BEEF WELL IN DRY VALLEY, ON HIGHEST POINT OF FIRST
 BP0853'HILL ON S SIDE OF DRY VALLEY, WHICH IS HIGHEST HILL IN VICINITY,
 BP0853'AND 3 METERS (16 FEET) FROM N CAP ROCK.
 BP0853'
 BP0853'STATION MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 BP0853'IN OUTCROPPING BEDROCK.
 BP0853'
 BP0853'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 BP0853'IN A BOULDER, NEAR NORTHERN EDGE OF CLIFF, 31.59 METERS (103.6
 BP0853'FEET) FROM STATION N 59 DEG 36 MIN W.  TRES HERMANOS
 BP0853'(CAIRN) IS 14.5 MILES FROM STATION S 44 DEG 57 MIN W.
 BP0853'
 BP0853'ELEVATION OF STATION, 1,368.1 METERS (4,489 FEET).
 BP0853
 BP0853                          STATION RECOVERY (1937)
 BP0853
 BP0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EHS)
 BP0853'THIS STATION WAS NOT RECOVERED.  NATIVE INFORMED THAT THE
 BP0853'WELL REFERRED TO IS PURINTON SEEP WELL AND NOT PURINTON
 BP0853'BEEF WELL, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0994 ***********************************************************************
 GK0994  DESIGNATION -  DRY
 GK0994  PID         -  GK0994
 GK0994  STATE/COUNTY-  TX/HEMPHILL
 GK0994  USGS QUAD   -  GLAZIER (1972)
 GK0994
 GK0994                         *CURRENT SURVEY CONTROL
 GK0994  ___________________________________________________________________
 GK0994* NAD 83(1993)-  36 00 30.27355(N)    100 21 51.63893(W)     ADJUSTED  
 GK0994* NAVD 88     -       816.     (meters)    2677.     (feet)  SCALED    
 GK0994  ___________________________________________________________________
 GK0994  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 GK0994  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GK0994
 GK0994  HORZ ORDER  -  FIRST
 GK0994
 GK0994.The horizontal coordinates were established by classical geodetic methods
 GK0994.and adjusted by the National Geodetic Survey in February 1996..
 GK0994
 GK0994.The orthometric height was scaled from a topographic map.
 GK0994
 GK0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0994
 GK0994.The geoid height was determined by GEOID03.
 GK0994
 GK0994;                    North         East     Units Scale Factor Converg.
 GK0994;SPC TX N     - 1,223,399.542   302,378.098   MT  0.99996388   +0 39 29.4
 GK0994;SPC TX N     - 4,013,770.00    992,052.14   sFT  0.99996388   +0 39 29.4
 GK0994;UTM  14      - 3,985,741.914   377,044.342   MT  0.99978628   -0 48 07.9
 GK0994
 GK0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0994!SPC TX N     -   0.99987630  x   0.99996388  =   0.99984019
 GK0994!UTM  14      -   0.99987630  x   0.99978628  =   0.99966261
 GK0994
 GK0994:                Primary Azimuth Mark                     Grid Az
 GK0994:SPC TX N     -  CANADIAN HEMPHILL CO CTHSE               188 20 16.0
 GK0994:UTM  14      -  CANADIAN HEMPHILL CO CTHSE               189 47 53.3
 GK0994
 GK0994|---------------------------------------------------------------------|
 GK0994| PID    Reference Object                     Distance      Geod. Az  |
 GK0994|                                                           dddmmss.s |
 GK0994| FL1922 CANADIAN HEMPHILL CO CTHSE          APPROX.10.7 KM 1885945.4 |
 GK0994| CK8579 DRY RM 1                              8.321 METERS 24041     |
 GK0994| CK8578 DRY AZ MK                                          3541111.4 |
 GK0994| CK8580 DRY RM 2                              6.303 METERS 35416     |
 GK0994|---------------------------------------------------------------------|
 GK0994
 GK0994                          SUPERSEDED SURVEY CONTROL
 GK0994
 GK0994  NAD 83(1993)-  36 00 30.27382(N)    100 21 51.63896(W) AD(       ) 1
 GK0994  NAD 83(1986)-  36 00 30.27981(N)    100 21 51.62730(W) AD(       ) 1
 GK0994  NAD 27      -  36 00 30.13100(N)    100 21 50.14500(W) AD(       ) 1
 GK0994
 GK0994.Superseded values are not recommended for survey control.
 GK0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0994.See file dsdata.txt to determine how the superseded data were derived.
 GK0994
 GK0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7704485742(NAD 83)
 GK0994_MARKER: DS = TRIANGULATION STATION DISK
 GK0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0994
 GK0994  HISTORY     - Date     Condition        Report By
 GK0994  HISTORY     - 1952     MONUMENTED       CGS
 GK0994
 GK0994                          STATION DESCRIPTION
 GK0994
 GK0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK0994'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF CANADIAN, 6
 GK0994'MILES WEST OF GLAZIER, 83 FEET WEST OF A TRACK ROAD, 48 FEET
 GK0994'WEST OF A FENCE LINE, 10 FEET NORTHWEST OF A WITNESS POST,
 GK0994'AND ON LAND OWNED BY MR. HUTTON.
 GK0994'
 GK0994'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN
 GK0994'INTERSECTION IN CANADIAN.  GO NORTHEAST ON U.S. HIGHWAY 60
 GK0994'FOR 5.2 MILES TO A T-ROAD LEFT, TURN LEFT ON DIRT ROAD AND GO
 GK0994'NORTHWEST FOR 3.2 MILES TO A Y-FORK, TAKE THE LEFT FORK AND
 GK0994'GO WEST FOR 1.35 MILES TO A WIRE GATE ON THE LEFT WHERE MAIN
 GK0994'ROAD TURNS RIGHT.  PASS THROUGH THE GATE AND GO SOUTHERLY FOR
 GK0994'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR
 GK0994'0.3 MILE TO A GATE ON THE RIGHT, PASS THROUGH THE GATE AND
 GK0994'FOLLOW THE FENCE LINE SOUTH FOR 0.2 MILE TO THE STATION AS
 GK0994'DESCRIBED.
 GK0994'
 GK0994'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 GK0994'POSTS.
 GK0994'
 GK0994'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 GK0994'DRY 1952.
 GK0994'
 GK0994'REFERENCE MARK NO. 1 IS 2 FEET LOWER THAN THE STATION MARK.
 GK0994'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED DRY NO
 GK0994'1 1952.
 GK0994'
 GK0994'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION
 GK0994'MARK, AND IS 47 FEET WEST OF A FENCE LINE.  THE MARK PROJECTS
 GK0994'3 INCHES, AND THE DISK IS STAMPED DRY NO 2 1952.
 GK0994'
 GK0994'THE AZIMUTH MARK IS 28 FEET EAST OF A FENCE LINE, 22 FEET
 GK0994'EAST OF A TRACK ROAD, 3 FEET SOUTHEAST OF A WITNESS POST,
 GK0994'AND 2 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS
 GK0994'3 INCHES, AND THE DISK IS STAMPED DRY 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0924 ***********************************************************************
 CB0924  DESIGNATION -  DRY CREEK
 CB0924  PID         -  CB0924
 CB0924  STATE/COUNTY-  TX/STERLING
 CB0924  USGS QUAD   -  DOG CREEK SW (1972)
 CB0924
 CB0924                         *CURRENT SURVEY CONTROL
 CB0924  ___________________________________________________________________
 CB0924* NAD 83(1993)-  31 34 14.52998(N)    100 53 55.96937(W)     ADJUSTED  
 CB0924* NAVD 88     -       762.2    (meters)    2501.     (feet)  VERTCON   
 CB0924  ___________________________________________________________________
 CB0924  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CB0924  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CB0924
 CB0924  HORZ ORDER  -  SECOND
 CB0924
 CB0924.The horizontal coordinates were established by classical geodetic methods
 CB0924.and adjusted by the National Geodetic Survey in February 1996..
 CB0924
 CB0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0924
 CB0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0924
 CB0924.The geoid height was determined by GEOID03.
 CB0924
 CB0924;                    North         East     Units Scale Factor Converg.
 CB0924;SPC TX C     - 3,211,212.931   646,316.127   MT  0.99993096   -0 17 28.6
 CB0924;SPC TX C     -10,535,454.42  2,120,455.49   sFT  0.99993096   -0 17 28.6
 CB0924;UTM  14      - 3,494,416.698   319,794.930   MT  1.00000053   -0 59 39.9
 CB0924
 CB0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0924!SPC TX C     -   0.99988412  x   0.99993096  =   0.99981509
 CB0924!UTM  14      -   0.99988412  x   1.00000053  =   0.99988465
 CB0924
 CB0924:                Primary Azimuth Mark                     Grid Az
 CB0924:SPC TX C     -  DRY CREEK AZ MK                          002 59 20.8
 CB0924:UTM  14      -  DRY CREEK AZ MK                          003 41 32.1
 CB0924
 CB0924|---------------------------------------------------------------------|
 CB0924| PID    Reference Object                     Distance      Geod. Az  |
 CB0924|                                                           dddmmss.s |
 CB0924| CV3880 DRY CREEK AZ MK                                    0024152.2 |
 CB0924| CV3881 DRY CREEK RM 1                       26.118 METERS 04339     |
 CB0924| CV3882 DRY CREEK RM 2                       24.873 METERS 14120     |
 CB0924|---------------------------------------------------------------------|
 CB0924
 CB0924                          SUPERSEDED SURVEY CONTROL
 CB0924
 CB0924  NAD 83(1986)-  31 34 14.53693(N)    100 53 55.95559(W) AD(       ) 2
 CB0924  NAD 27      -  31 34 13.99000(N)    100 53 54.57800(W) AD(       ) 2
 CB0924  NGVD 29 (07/19/86)  762.0    (m)         2500.     (f) VERT ANG       
 CB0924
 CB0924.Superseded values are not recommended for survey control.
 CB0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0924.See file dsdata.txt to determine how the superseded data were derived.
 CB0924
 CB0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV1979594417(NAD 83)
 CB0924_MARKER: DS = TRIANGULATION STATION DISK
 CB0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0924
 CB0924  HISTORY     - Date     Condition        Report By
 CB0924  HISTORY     - 1943     MONUMENTED       CGS
 CB0924  HISTORY     - 1961     GOOD             CGS
 CB0924
 CB0924                          STATION DESCRIPTION
 CB0924
 CB0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0924'STATION IS ABOUT 12-1/2 MILES SW OF WATER VALLEY, ON HIGH
 CB0924'BARREN RIDGE AT HEAD OF DRY CREEK, AND ABOUT 0.8 MILE SE OF
 CB0924'A WINDMILL AND WATER TANK.  STATION MARK IS A BRONZE DISK
 CB0924'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES,
 CB0924'AND IS STAMPED DRY CREEK 1943.
 CB0924'
 CB0924'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN A DRILL
 CB0924'HOLE IN BEDROCK.
 CB0924'
 CB0924'REFERENCE MARK 1 IS E OF THE STATION IN OPEN PASTURE LAND.
 CB0924'IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE
 CB0924'POST PROJECTING ABOUT 5 INCHES.
 CB0924'
 CB0924'REFERENCE MARK 2 IS S OF THE STATION IN OPEN PASTURE LAND.
 CB0924'IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE
 CB0924'POST PROJECTING ABOUT 4 INCHES.
 CB0924'
 CB0924'AZIMUTH MARK IS 0.25 MILE N OF THE STATION IN OPEN PASTURE
 CB0924'LAND.  IT IS 100 FEET ESE OF THE CENTER LINE OF TRACK ROAD
 CB0924'ON ROAD TO STATION.  IT IS A BRONZE AZIMUTH DISK SET FLUSH
 CB0924'IN A BOULDER PROJECTING ABOUT 4 INCHES.
 CB0924'
 CB0924'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CB0924'REFERENCE MARKS ARE ALSO STAMPED WITH NUMBER.
 CB0924'
 CB0924'TO REACH FROM THE WATER VALLEY POST OFFICE, GO W ON U.S. HIGHWAY
 CB0924'87 FOR 0.65 MILE.  THENCE LEFT AND FOLLOW MAIN GRADED ROAD S
 CB0924'AND W 8.05 MILES TO T-ROAD LEADING LEFT AT SIGN E. V. HALL.
 CB0924'TURN LEFT ON T-ROAD 3.35 MILES TO END OF GRADED ROAD.  BEAR
 CB0924'RIGHT ON TRACK ROAD 0.2 MILE TO RANCH BUILDINGS.  PASS THROUGH
 CB0924'RED BOARD GATE JUST S OF WHITE GARAGE AND GO 0.1 MILE TO CROSS
 CB0924'ROADS.  KEEP STRAIGHT AND FOLLOW MAIN TRACKS 1.25 MILES,
 CB0924'PASS THROUGH RED BOARD GATE AND GO 0.05 MILE TO FORK.  KEEP
 CB0924'LEFT FORK WHICH DOES NOT SHOW MUCH SIGN OF RECENT TRAVEL.
 CB0924'FOLLOW MAIN TRACKS 0.85 MILE TO WIRE GATE.  CONTINUE ON MAIN
 CB0924'TRACKS 0.95 MILE TO ANOTHER WIRE GATE.  PASS THROUGH GATE
 CB0924'AND TURN LEFT ON PLAIN TRACK ROAD 0.5 MILE TO FORK ABOUT 0.1
 CB0924'MILE BEFORE REACHING A WINDMILL.  BEAR LEFT THROUGH WIRE
 CB0924'GATE AND CONTINUE ON TRACKS 0.8 MILE TO A MESQUITE BUSH
 CB0924'TO RIGHT OF ROAD AND TURN TO LEFT IN ROAD.  GO 0.1 MILE SE
 CB0924'FROM TURN IN ROAD TO STATION SITE AND A PILE OF ROCKS.
 CB0924'
 CB0924'TRIANGULATION STATION DRY CREEK (U.S.G.S.) COULD NOT BE
 CB0924'RECOVERED.
 CB0924'
 CB0924'STATION DRY CREEK WAS ESTABLISHED IN THE NEAR VICINITY AND FROM
 CB0924'THE POSITION DETERMINED OF THIS STATION A SEARCH FOR THE
 CB0924'U.S.G.S. STATION WAS MADE BUT IT COULD NOT BE FOUND.
 CB0924'
 CB0924'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CB0924
 CB0924                          STATION RECOVERY (1961)
 CB0924
 CB0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 CB0924'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 CB0924'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 CB0924'
 CB0924'THE STATION IS LOCATED ABOUT 12.5 MILES SOUTHWEST OF WATER
 CB0924'VALLEY, ON A HIGH BARREN RIDGE AT THE HEAD OF DRY CREEK.
 CB0924'IT IS ABOUT 0.8 MILE SOUTHEAST OF A WINDMILL AND A WATER TANK.
 CB0924'
 CB0924'TO REACH THE STATION FROM THE WATER VALLEY SCHOOL, GO WEST ON
 CB0924'U.S. HIGHWAY NO. 87 FOR 0.6 MILE TO THE INTERSECTION WITH FARM
 CB0924'ROAD NO. 2034.  TURN LEFT AND GO SOUTH AND WEST FOR 7.9
 CB0924'MILES TO THE END OF THE PAVEMENT.  CONTINUE FOR 1.7 MILE TO A
 CB0924'CATTLE GUARD.  CONTINUE FOR 0.7 MILE TO A FORK IN THE ROAD.
 CB0924'TAKE LEFT FORK AND CONTINUE SOUTHERLY FOR 0.5 MILE TO A CATTLE
 CB0924'GUARD.  CONTINUE THROUGH GATE ON MAIN GRADED ROAD FOR 1,55
 CB0924'MILE THROUGH CATTLE GUARD.  CONTINUE SOUTH FOR 0.45 MILE TO
 CB0924'A T-ROAD INTERSECTION ON THE LEFT AND A SIGN (LEASEL A.
 CB0924'HARRIS RANCH) TURN LEFT AND GO SOUTHEAST ON A GRAVELED TRACK ROAD
 CB0924'FOR 0.4 MILES TO A CROSS ROAD.  TURN LEFT AND GO SOUTHEAST
 CB0924'ON TRACK ROAD FOR .15 MMLES TO A FORK IN ROAD.  TAKE RIGHT
 CB0924'FORK AND CONTINUE .05 MILES TO A WIRE GATE, AND WINDMILL
 CB0924'AND TANK ON RIGHT.  CONTINUE SOUTHEAST FOR 0.25 MILES TO A
 CB0924'T-INTERSECTION.  TURN LEFT AND GO SOUTHEAST ON GRAVELED ROAD
 CB0924'FOR 0.75 MILES TO A FORK AT FENCE CORNER.  TAKE RIGHT
 CB0924'FORK AND CONTINUE SOUTH ON TRACK ROAD FOR 0.5 MILES ON WEST
 CB0924'SIDE OF FENCE JUST PAST A HOUSE, WINDMILL, PENS, AND TANK.
 CB0924'TURN LEFT THROUGH GATE SOUTH OF HOUSE.  GO EAST ON TRACK
 CB0924'ROAD FOR 0.45 MILES TO A T-INTERSECTION LEFT AND GATE.
 CB0924'CONTINUE RIGHT AND SOUTH ON TRACK ROAD ON WEST SIDE OF
 CB0924'FENCE FOR 0.5 MILES TO GATE ON LEFT 0.1 MILES NORTH OF
 CB0924'WINDMILL.  PASS THROUGH GATE AND CONTINUE SOUTHEAST ON
 CB0924'TRACK ROAD ACROSS CREEK BED AND UP DRAW AND HILL FOR 0.55
 CB0924'MILE TO AZIMUTH MARK ON LEFT.  CONTINUE FOR 0.3 MILES TO
 CB0924'CROSS ROAD, WINDMILL AND TANK AND STATION SITE ON THE
 CB0924'LEFT.
 CB0924'
 CB0924'STATION MARK, A STANDARD DISK STAMPED DRY CREEK 1943, IS
 CB0924'SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE
 CB0924'POST WHICH PROJECTS 8 INCHES.  IT IS 188 FEET NORTH OF WINDMILL
 CB0924'IN BETWEEN TWO ROCK PILES 10 FEET APART.
 CB0924'
 CB0924'REFERENCE MARK 1, A STANDARD DISK STAMPED DRY CREEK NO 1 1943,
 CB0924'IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE
 CB0924'POST WHICH PROJECTS 6 INCHES.  IT IS 244 FEET NORTH OF WINDMILL.
 CB0924'
 CB0924'REFERENCE MARK 2, A STANDARD DISK STAMPED DRY CREEK NO 2 1943,
 CB0924'IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE
 CB0924'POST WHICH PROJECTS 6 INCHES.  IT IS 145 FEET NORTH OF WINDMILL.
 CB0924'
 CB0924'AZIMUTH MARK, A STANDARD DISK STAMPED DRY CREEK 1943, IS SET
 CB0924'IN BED ROCK AND PROJECT 4 INCHES.  IT IS 98 FEET SOUTHEAST
 CB0924'OF ROAD AND ABOUT 100 FEET IN ALL DIRECTIONS FROM BREAK OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0079 ***********************************************************************
 BP0079  DESIGNATION -  DRYDEN EAST BASE
 BP0079  PID         -  BP0079
 BP0079  STATE/COUNTY-  TX/TERRELL
 BP0079  USGS QUAD   -  DRYDEN (1968)
 BP0079
 BP0079                         *CURRENT SURVEY CONTROL
 BP0079  ___________________________________________________________________
 BP0079* NAD 83(1993)-  30 02 40.40354(N)    102 05 55.90726(W)     ADJUSTED  
 BP0079* NAVD 88     -       645.711  (meters)    2118.47   (feet)  ADJUSTED  
 BP0079  ___________________________________________________________________
 BP0079  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 BP0079  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BP0079  DYNAMIC HT  -         644.739 (meters)    2115.28  (feet)  COMP
 BP0079  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 BP0079
 BP0079  HORZ ORDER  -  SECOND
 BP0079  VERT ORDER  -  FIRST     CLASS II
 BP0079
 BP0079.The horizontal coordinates were established by classical geodetic methods
 BP0079.and adjusted by the National Geodetic Survey in February 1996..
 BP0079
 BP0079.The orthometric height was determined by differential leveling
 BP0079.and adjusted by the National Geodetic Survey in June 1991..
 BP0079
 BP0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0079
 BP0079.The geoid height was determined by GEOID03.
 BP0079
 BP0079.The dynamic height is computed by dividing the NAVD 88
 BP0079.geopotential number by the normal gravity value computed on the
 BP0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0079.degrees latitude (g = 980.6199 gals.).
 BP0079
 BP0079.The modeled gravity was interpolated from observed gravity values.
 BP0079
 BP0079;                    North         East     Units Scale Factor Converg.
 BP0079;SPC TXSC     - 4,249,026.968   301,188.860   MT  0.99993975   -1 31 05.4
 BP0079;SPC TXSC     -13,940,349.31    988,150.45   sFT  0.99993975   -1 31 05.4
 BP0079;UTM  13      - 3,327,270.430   779,742.894   MT  1.00056561   +1 27 12.5
 BP0079
 BP0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0079!SPC TXSC     -   0.99990220  x   0.99993975  =   0.99984196
 BP0079!UTM  13      -   0.99990220  x   1.00056561  =   1.00046776
 BP0079
 BP0079|---------------------------------------------------------------------|
 BP0079| PID    Reference Object                     Distance      Geod. Az  |
 BP0079|                                                           dddmmss.s |
 BP0079| BP0078 DRYDEN EAST BASE RM                  45.970 METERS 27821     |
 BP0079| BP0841 DRYDEN WATER TANK                   APPROX. 1.6 KM 2784437.5 |
 BP0079|---------------------------------------------------------------------|
 BP0079
 BP0079                          SUPERSEDED SURVEY CONTROL
 BP0079
 BP0079  NAD 83(1986)-  30 02 40.37099(N)    102 05 55.94406(W) AD(       ) 2
 BP0079  NAD 27      -  30 02 39.68300(N)    102 05 54.46400(W) AD(       ) 2
 BP0079  NGVD 29 (??/??/92)  645.517  (m)         2117.83   (f) ADJ UNCH    1 2
 BP0079
 BP0079.Superseded values are not recommended for survey control.
 BP0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0079.See file dsdata.txt to determine how the superseded data were derived.
 BP0079
 BP0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP7974327270(NAD 83)
 BP0079_MARKER: DS = TRIANGULATION STATION DISK
 BP0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0079+STABILITY: SURFACE MOTION
 BP0079
 BP0079  HISTORY     - Date     Condition        Report By
 BP0079  HISTORY     - 1918     MONUMENTED       CGS
 BP0079  HISTORY     - 1937     GOOD             TXHD
 BP0079  HISTORY     - 1937     GOOD             CGS
 BP0079  HISTORY     - 1958     GOOD             NGS
 BP0079  HISTORY     - 1988     GOOD             LOCSUR
 BP0079
 BP0079                          STATION DESCRIPTION
 BP0079
 BP0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 BP0079'STATION IS ON THE FIRST RIDGE ABOUT 3/4 MILE E OF DRYDEN, ON THE
 BP0079'PROLONGATION OF THE N RAIL TANGENT OF THE MAIN TRACK OF THE
 BP0079'SOUTHERN PACIFIC.
 BP0079'
 BP0079'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BP0079'DISKS SET IN CONCRETE.
 BP0079'
 BP0079'REFERENCE MARK IS 45.97 METERS (150.8 FEET) DISTANT
 BP0079'N 81 DEG 39 MIN W.  DRYDEN EAST BASE LATITUDE AND LONGITUDE STATION
 BP0079'IS 12.34 METERS (40.5 FEET) TRUE N FROM STATION AND IS MARKED BY
 BP0079'A TEMPORARY WOODEN PIER.  BEARING TO DRYDEN WATER TANK, DISTANT
 BP0079'3/4 MILE, IS N 81 DEG 15 MIN W.
 BP0079'
 BP0079'ELEVATION OF STATION, 645.56 METERS (2,118.0 FEET).
 BP0079
 BP0079                          STATION RECOVERY (1937)
 BP0079
 BP0079'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BP0079'ORIGINAL DESCRIPTION SATISFACTORY.  STATION AND REFERENCE MARKS
 BP0079'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BP0079
 BP0079                          STATION RECOVERY (1937)
 BP0079
 BP0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EHS)
 BP0079'STATION RECOVERED AS DESCRIBED.
 BP0079
 BP0079                          STATION RECOVERY (1958)
 BP0079
 BP0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0079'0.85 MI E FROM DRYDEN.
 BP0079'ABOUT 0.85 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0079'STATION AT DRYDEN, 280 1/2 FEET SOUTH OF THE 9TH POLE NORTHWEST OF
 BP0079'MILEPOST 484, ON THE 1ST HILL EAST OF DRYDEN, 207 1/2 FEET SOUTH OF
 BP0079'THE SOUTH RIGHT OF WAY FENCE, 378 FEET SOUTH OF THE SOUTH RAIL, 2 FEET
 BP0079'WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BP0079'PROJECTING 5 INCHES.
 BP0079
 BP0079                          STATION RECOVERY (1988)
 BP0079
 BP0079'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (LCC)
 BP0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0078 ***********************************************************************
 BP0078  DESIGNATION -  DRYDEN EAST BASE RM
 BP0078  PID         -  BP0078
 BP0078  STATE/COUNTY-  TX/TERRELL
 BP0078  USGS QUAD   -  DRYDEN (1968)
 BP0078
 BP0078                         *CURRENT SURVEY CONTROL
 BP0078  ___________________________________________________________________
 BP0078* NAD 83(1986)-  30 02 40.     (N)    102 05 55.     (W)     SCALED    
 BP0078* NAVD 88     -       646.159  (meters)    2119.94   (feet)  ADJUSTED  
 BP0078  ___________________________________________________________________
 BP0078  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BP0078  DYNAMIC HT  -         645.187 (meters)    2116.75  (feet)  COMP
 BP0078  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 BP0078
 BP0078  VERT ORDER  -  FIRST     CLASS II
 BP0078
 BP0078.The horizontal coordinates were scaled from a topographic map and have
 BP0078.an estimated accuracy of +/- 6 seconds.
 BP0078
 BP0078.The orthometric height was determined by differential leveling
 BP0078.and adjusted by the National Geodetic Survey in June 1991..
 BP0078
 BP0078.The geoid height was determined by GEOID03.
 BP0078
 BP0078.The dynamic height is computed by dividing the NAVD 88
 BP0078.geopotential number by the normal gravity value computed on the
 BP0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0078.degrees latitude (g = 980.6199 gals.).
 BP0078
 BP0078.The modeled gravity was interpolated from observed gravity values.
 BP0078
 BP0078;                    North         East    Units  Estimated Accuracy
 BP0078;SPC TXSC     - 4,249,010.      301,210.      MT  (+/- 180 meters Scaled)
 BP0078
 BP0078                          SUPERSEDED SURVEY CONTROL
 BP0078
 BP0078  NGVD 29 (??/??/92)  645.966  (m)         2119.31   (f) ADJ UNCH    1 2
 BP0078
 BP0078.Superseded values are not recommended for survey control.
 BP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0078.See file dsdata.txt to determine how the superseded data were derived.
 BP0078
 BP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP797272(NAD 83)
 BP0078_MARKER: DR = REFERENCE MARK DISK
 BP0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0078+STABILITY: SURFACE MOTION
 BP0078
 BP0078  HISTORY     - Date     Condition        Report By
 BP0078  HISTORY     - 1918     MONUMENTED       CGS
 BP0078  HISTORY     - 1958     GOOD             NGS
 BP0078
 BP0078                          STATION DESCRIPTION
 BP0078
 BP0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0078'0.85 MI E FROM DRYDEN.
 BP0078'ABOUT 0.85 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0078'STATION AT DRYDEN, ON THE 1ST RIDGE EAST OF DRYDEN, 204 FEET SOUTH OF
 BP0078'THE SOUTH RIGHT OF WAY FENCE, 150.8 FEET WEST OF DRYDEN EAST BASE
 BP0078'TRIANGULATION STATION, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 BP0078'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0842 ***********************************************************************
 BP0842  DESIGNATION -  DRYDEN SEC
 BP0842  PID         -  BP0842
 BP0842  STATE/COUNTY-  TX/TERRELL
 BP0842  USGS QUAD   -  DRYDEN (1968)
 BP0842
 BP0842                         *CURRENT SURVEY CONTROL
 BP0842  ___________________________________________________________________
 BP0842* NAD 83(1993)-  30 00 26.93997(N)    102 07 16.83843(W)     ADJUSTED  
 BP0842* NAVD 88     -       690.     (meters)    2264.     (feet)  SCALED    
 BP0842  ___________________________________________________________________
 BP0842  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 BP0842  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 BP0842
 BP0842  HORZ ORDER  -  SECOND
 BP0842
 BP0842.The horizontal coordinates were established by classical geodetic methods
 BP0842.and adjusted by the National Geodetic Survey in February 1996..
 BP0842
 BP0842.The orthometric height was scaled from a topographic map.
 BP0842
 BP0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0842
 BP0842.The geoid height was determined by GEOID03.
 BP0842
 BP0842;                    North         East     Units Scale Factor Converg.
 BP0842;SPC TXSC     - 4,244,976.670   298,911.966   MT  0.99993195   -1 31 45.1
 BP0842;SPC TXSC     -13,927,060.96    980,680.34   sFT  0.99993195   -1 31 45.1
 BP0842;UTM  13      - 3,323,104.982   777,677.683   MT  1.00055141   +1 26 26.1
 BP0842
 BP0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0842!SPC TXSC     -   0.99989520  x   0.99993195  =   0.99982716
 BP0842!UTM  13      -   0.99989520  x   1.00055141  =   1.00044656
 BP0842
 BP0842:                Primary Azimuth Mark                     Grid Az
 BP0842:SPC TXSC     -  CACTUS SEC                               175 43 23.0
 BP0842:UTM  13      -  CACTUS SEC                               172 45 11.8
 BP0842
 BP0842|---------------------------------------------------------------------|
 BP0842| PID    Reference Object                     Distance      Geod. Az  |
 BP0842|                                                           dddmmss.s |
 BP0842| BA0395 CACTUS SEC                          APPROX. 6.5 KM 1741137.9 |
 BP0842|---------------------------------------------------------------------|
 BP0842
 BP0842                          SUPERSEDED SURVEY CONTROL
 BP0842
 BP0842  NAD 83(1986)-  30 00 26.90894(N)    102 07 16.87758(W) AD(       ) 2
 BP0842  NAD 27      -  30 00 26.23000(N)    102 07 15.38800(W) AD(       ) 2
 BP0842
 BP0842.Superseded values are not recommended for survey control.
 BP0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0842.See file dsdata.txt to determine how the superseded data were derived.
 BP0842
 BP0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP7767823105(NAD 83)
 BP0842_MARKER: Z = SEE DESCRIPTION
 BP0842_SETTING: 0 = UNSPECIFIED SETTING
 BP0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0842
 BP0842  HISTORY     - Date     Condition        Report By
 BP0842  HISTORY     - 1917     MONUMENTED       USGS
 BP0842
 BP0842                          STATION DESCRIPTION
 BP0842
 BP0842'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 BP0842'SITUATED ON A LOW RIDGE 3 MI. S. OF DRYDEN RAILROAD STATION AND POST
 BP0842'OFFICE.  TO REACH STATION FROM DRYDEN FOLLOW NEW RD. S. ABOUT 2.5 MI.
 BP0842'TO POINT WHERE RD. CROSSES RIDGE, THEN FOLLOW W. ALONG RIDGE 1.0 MI.
 BP0842'TO STATION, 21 FT. W. TO N-S. WIRE FENCE, 5.166 FT. N. TO T-FENCE.
 BP0842'
 BP0842'STATION MARK - STONE POST 4X8X18 IN. WITH HOLE DRILLED IN TOP, SET
 BP0842'14 IN. IN GROUND.
 BP0842'
 BP0842'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0841 ***********************************************************************
 BP0841  DESIGNATION -  DRYDEN WATER TANK
 BP0841  PID         -  BP0841
 BP0841  STATE/COUNTY-  TX/TERRELL
 BP0841  USGS QUAD   -  DRYDEN (1968)
 BP0841
 BP0841                         *CURRENT SURVEY CONTROL
 BP0841  ___________________________________________________________________
 BP0841* NAD 83(1993)-  30 02 48.26839(N)    102 06 54.71223(W)     ADJUSTED  
 BP0841* NAVD 88     -                                                        
 BP0841  ___________________________________________________________________
 BP0841  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 BP0841  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BP0841
 BP0841  HORZ ORDER  -  THIRD
 BP0841
 BP0841.The horizontal coordinates were established by classical geodetic methods
 BP0841.and adjusted by the National Geodetic Survey in February 1996..
 BP0841
 BP0841
 BP0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0841
 BP0841.The geoid height was determined by GEOID03.
 BP0841
 BP0841;                    North         East     Units Scale Factor Converg.
 BP0841;SPC TXSC     - 4,249,310.891   299,620.589   MT  0.99994022   -1 31 34.2
 BP0841;SPC TXSC     -13,941,280.81    983,005.22   sFT  0.99994022   -1 31 34.2
 BP0841;UTM  13      - 3,327,472.797   778,161.033   MT  1.00055472   +1 26 43.3
 BP0841
 BP0841                          SUPERSEDED SURVEY CONTROL
 BP0841
 BP0841  NAD 83(1986)-  30 02 48.23622(N)    102 06 54.74703(W) AD(       ) 4
 BP0841  NAD 27      -  30 02 47.54800(N)    102 06 53.26800(W) AD(       ) 3
 BP0841
 BP0841.Superseded values are not recommended for survey control.
 BP0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0841.See file dsdata.txt to determine how the superseded data were derived.
 BP0841
 BP0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP7816127473(NAD 83)
 BP0841_MARKER: 51 = TANK
 BP0841
 BP0841  HISTORY     - Date     Condition        Report By
 BP0841  HISTORY     - 1918     FIRST OBSERVED   CGS
 BP0841
 BP0841                          STATION DESCRIPTION
 BP0841
 BP0841'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0663 ***********************************************************************
 BP0663  FBN         -  This is a Federal Base Network Control Station.
 BP0663  DESIGNATION -  DRYDEN WEST BASE
 BP0663  PID         -  BP0663
 BP0663  STATE/COUNTY-  TX/TERRELL
 BP0663  USGS QUAD   -  MOFETA (1969)
 BP0663
 BP0663                         *CURRENT SURVEY CONTROL
 BP0663  ___________________________________________________________________
 BP0663* NAD 83(1993)-  30 03 11.90766(N)    102 10 02.45017(W)     ADJUSTED  
 BP0663* NAVD 88     -       675.919  (meters)    2217.58   (feet)  ADJUSTED  
 BP0663  ___________________________________________________________________
 BP0663  X           -  -1,164,674.028 (meters)                     COMP
 BP0663  Y           -  -5,401,732.797 (meters)                     COMP
 BP0663  Z           -   3,175,817.044 (meters)                     COMP
 BP0663  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 BP0663  ELLIP HEIGHT-         653.09  (meters)          (05/01/00) GPS OBS
 BP0663  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 BP0663  DYNAMIC HT  -         674.897 (meters)    2214.22  (feet)  COMP
 BP0663  MODELED GRAV-     979,107.8   (mgal)                       NAVD 88
 BP0663
 BP0663  HORZ ORDER  -  B
 BP0663  VERT ORDER  -  FIRST     CLASS II
 BP0663  ELLP ORDER  -  THIRD     CLASS I
 BP0663
 BP0663.The horizontal coordinates were established by GPS observations
 BP0663.and adjusted by the National Geodetic Survey in May 1994..
 BP0663
 BP0663.The orthometric height was determined by differential leveling
 BP0663.and adjusted by the National Geodetic Survey in June 1991..
 BP0663
 BP0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BP0663
 BP0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0663
 BP0663.The ellipsoidal height was determined by GPS observations
 BP0663.and is referenced to NAD 83.
 BP0663
 BP0663.The geoid height was determined by GEOID03.
 BP0663
 BP0663.The dynamic height is computed by dividing the NAVD 88
 BP0663.geopotential number by the normal gravity value computed on the
 BP0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0663.degrees latitude (g = 980.6199 gals.).
 BP0663
 BP0663.The modeled gravity was interpolated from observed gravity values.
 BP0663
 BP0663;                    North         East     Units Scale Factor Converg.
 BP0663;SPC TXSC     - 4,250,173.558   294,613.069   MT  0.99994165   -1 33 06.2
 BP0663;SPC TXSC     -13,944,111.08    966,576.38   sFT  0.99994165   -1 33 06.2
 BP0663;UTM  13      - 3,328,075.088   773,112.518   MT  1.00052037   +1 25 10.2
 BP0663
 BP0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0663!SPC TXSC     -   0.99989744  x   0.99994165  =   0.99983910
 BP0663!UTM  13      -   0.99989744  x   1.00052037  =   1.00041776
 BP0663
 BP0663:                Primary Azimuth Mark                     Grid Az
 BP0663:SPC TXSC     -  ELDRIDGE                                 180 38 42.4
 BP0663:UTM  13      -  ELDRIDGE                                 177 40 26.0
 BP0663
 BP0663|---------------------------------------------------------------------|
 BP0663| PID    Reference Object                     Distance      Geod. Az  |
 BP0663|                                                           dddmmss.s |
 BP0663| BP0843 ELDRIDGE                            APPROX. 5.0 KM 1790536.2 |
 BP0663| BP0071 N 27                                128.940 METERS 26122     |
 BP0663|---------------------------------------------------------------------|
 BP0663
 BP0663                          SUPERSEDED SURVEY CONTROL
 BP0663
 BP0663  ELLIP H (05/09/94)  653.17   (m)                       GP(       ) 4 2
 BP0663  NAD 83(1986)-  30 03 11.87425(N)    102 10 02.48756(W) AD(       ) 2
 BP0663  NAD 27      -  30 03 11.18700(N)    102 10 01.00100(W) AD(       ) 2
 BP0663  NAVD 88 (05/09/94)  675.92   (m)         2217.6    (f) LEVELING    3  
 BP0663  NGVD 29 (07/19/86)  675.81   (m)         2217.2    (f) LEVELING    3  
 BP0663
 BP0663.Superseded values are not recommended for survey control.
 BP0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0663.See file dsdata.txt to determine how the superseded data were derived.
 BP0663
 BP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP7311328075(NAD 83)
 BP0663_MARKER: DS = TRIANGULATION STATION DISK
 BP0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0663_SP_SET: SQUARE CONCRETE MONUMENT
 BP0663_MARK LOGO: CGS   
 BP0663_PROJECTION: FLUSH
 BP0663_MAGNETIC: N = NO MAGNETIC MATERIAL
 BP0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0663+STABILITY: SURFACE MOTION
 BP0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0663+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1998
 BP0663
 BP0663  HISTORY     - Date     Condition        Report By
 BP0663  HISTORY     - 1918     MONUMENTED       CGS
 BP0663  HISTORY     - 1958     GOOD             AMS
 BP0663  HISTORY     - 1981     GOOD             NGS
 BP0663  HISTORY     - 1988     GOOD             LOCSUR
 BP0663  HISTORY     - 19930222 GOOD             NGS
 BP0663  HISTORY     - 19980219 GOOD             NGS
 BP0663  HISTORY     - 19981110 GOOD             TXDOT
 BP0663
 BP0663                          STATION DESCRIPTION
 BP0663
 BP0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 BP0663'STATION IS ON THE SOUTHERN PACIFIC RIGHT-OF-WAY AT THE FIRST
 BP0663'CURVE ABOUT 4 MILES W OF DRYDEN, AT THE POINT OF INTERSECTION OF
 BP0663'TANGENTS OF N RAIL.
 BP0663'
 BP0663'STATION MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF CONCRETE.
 BP0663'
 BP0663'THE REFERENCE MARK IS PRECISE LEVEL BENCH MARK N27, WHICH IS
 BP0663'A BRONZE DISK SET IN A CONCRETE POST ABOUT 14 METERS (46 FEET)
 BP0663'S OF THE TRACK NEAR MILEPOST 498, AND 128.94 METERS (423.0 FEET)
 BP0663'FROM THE STATION S 81 DEG 22 MIN W.
 BP0663'
 BP0663'ELEVATION OF STATION, 675.81 METERS (2,217.2 FEET).
 BP0663
 BP0663                          STATION RECOVERY (1958)
 BP0663
 BP0663'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BP0663'STATION RECOVERED AS DESCRIBED.
 BP0663'
 BP0663'THE STATION IS LOCATED 110 FEET E OF LONG BUSH.  49 FEET N OF
 BP0663'RAILROAD TRACK.  1 FOOT S OF FENCE LINE.
 BP0663
 BP0663                          STATION RECOVERY (1981)
 BP0663
 BP0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0663'5.3 KM (3.3 MI) WEST FROM DRYDEN.
 BP0663'THE MARK IS 1.2 M BELOW THE TRACKS.
 BP0663'5.3 KM (3.3 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BP0663'DRYDEN, 1.0 KM (0.6 MI) EAST OF RAILROAD MILEPOST 489, 0.7 KM (0.45
 BP0663'MI) WEST OF RAILROAD MILEPOST 488, 128.9 METERS (422.9 FT) EAST OF
 BP0663'BENCHMARK N 27, 102.7 METERS (336.9 FT) NORTH OF THE CENTERLINE OF THE
 BP0663'HIGHWAY, 57.0 METERS (187.0 FT) NORTH OF UTILITY POLE NUMBER 500, 14.2
 BP0663'(46.6 FT) NORTH OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD AND
 BP0663'0.8 METER (2.6 FT) SOUTH OF A FENCE.
 BP0663'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 BP0663
 BP0663                          STATION RECOVERY (1988)
 BP0663
 BP0663'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (LCC)
 BP0663'RECOVERED IN GOOD CONDITION.
 BP0663
 BP0663                          STATION RECOVERY (1993)
 BP0663
 BP0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BP0663'STATION MARK IS NOT STAMPED.
 BP0663'STATION IS LOCATED ABOUT 21 KM (13.05 MI) SOUTHEAST OF SANDERSON, 5 KM
 BP0663'(3.10 MI) WEST OF DRYDEN, ALONG THE SOUTHERN PACIFIC RAILROAD TRACK,
 BP0663'AT MILE 488.4, AT BULGE IN RAILROAD BED (OLD SIGNAL BASE), AND 194 M
 BP0663'(636.5 FT) WEST OF A METAL SIGNAL BOX.  OWNERSHIP--SOUTHERN PACIFIC
 BP0663'RAILROAD.
 BP0663'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 349 AT
 BP0663'THE DRYDEN STORE AND POST OFFICE, GO WEST ON HIGHWAY 90 FOR 4.56 KM
 BP0663'(2.85 MI) TO A SMALL BRIDGE.  CONTINUE AHEAD FOR 2.33 KM (1.45 MI) TO
 BP0663'A DIRT ROAD RIGHT LEADING TO A HOUSE AND A LARGE WOODEN WINDMILL.
 BP0663'TURN RIGHT, NORTH, ON ROAD FOR 35 M (114.8 FT) TO A DIRT ROAD RIGHT
 BP0663'ALONGSIDE RAILROAD TRACK.  TURN RIGHT, EAST, ON GRADED ROAD FOR 1.02
 BP0663'KM (0.65 MI) TO BENCH MARK N 27 ON THE RIGHT.  CONTINUE AHEAD FOR
 BP0663'0.13 KM (0.10 MI) TO THE STATION ON THE LEFT ACROSS THE TRACK.
 BP0663'STATION MARK IS SET IN THE TOP OF A 35 CM SQUARE CONCRETE POST
 BP0663'PROJECTING 5 CM ABOVE GROUND.  IT IS 14.1 M (46.3 FT) NORTH OF AND
 BP0663'1.5 M (4.9 FT) LOWER THAN THE NORTH RAIL, 0.9 M (3.0 FT) SOUTH OF THE
 BP0663'RIGHT-OF-WAY FENCE, 0.7 M (2.3 FT) NORTH OF A FIBERGLASS WITNESS
 BP0663'POST, 0.4 M (1.3 FT) WEST OF A METAL WITNESS POST SANS SIGN AND 12.2
 BP0663'M (40.0 FT) NORTH-NORTHEAST OF THE CENTER OF A ROUND SIGNAL BASE.
 BP0663
 BP0663                          STATION RECOVERY (1998)
 BP0663
 BP0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BP0663'THE STATION IS LOCATED ABOUT 21 KM (13.05 MI) SOUTHEAST OF SANDERSON,
 BP0663'5 KM (3.10 MI) WEST OF DRYDEN, ON THE NORTH SIDE OF U.S.  HIGHWAY 90,
 BP0663'ALONG THE NORTH SIDE OF THE SOUTHERN PACIFIC RAILROAD TRACK, 1.13 KM
 BP0663'(0.70 MI) EAST OF (ODOM RD) NEAR THE ONLY LARGE WOODEN WINDMILL IN THE
 BP0663'AREA, 1.0 KM (0.60 MI) EAST OF RAILROAD MILEPOST 489, 0.7 KM (0.45 MI)
 BP0663'WEST OF RAILROAD MILEPOST 488, AT MILE 488.4, NEAR AN ABANDONED SIGNAL
 BP0663'BASE, JUST SOUTH OF THE RIGHT-OF-WAY FENCE. OWNERSHIP--SOUTHERN
 BP0663'PACIFIC RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 BP0663'HIGHWAY 90 AND STATE HIGHWAY 349 NEAR THE CENTER OF DRYDEN, GO WEST,
 BP0663'FOR 4.5 KM (2.80 MI) ALONG HIGHWAY 90 TO A SMALL BRIDGE.  CONTINUE
 BP0663'WEST FOR 0.54 KM (0.35 MI) ALONG THE HIGHWAY TO THE 2ND CALICHE/TRACK
 BP0663'ROAD ON THE RIGHT.  TURN RIGHT, NORTH, FOR 0.08 KM (0.05 MI) ALONG THE
 BP0663'TRACK ROAD TO THE TEE JUNCTION OF A DIRT ROAD AT THE SOUTH SIDE OF THE
 BP0663'TRACKS.  TURN LEFT, WEST, FOR 0.08 KM (0.05 MI) ALONG THE ROAD TO THE
 BP0663'STATION ON THE RIGHT, ACROSS THE TRACKS. NOTE--CAUTION - HOT RAIL.
 BP0663'STATION IS 102.7 M (336.9 FT) NORTH OF THE HIGHWAY CENTERLINE, 14.1 M
 BP0663'(46.3 FT) NORTH OF THE NORTH RAIL, 12.2 M (40.0 FT) NORTH-NORTHEAST OF
 BP0663'AN ABANDONED ROUND CONCRETE SIGNAL BASE CENTER, 0.9 M (3.0 FT) SOUTH
 BP0663'OF THE FENCE, 0.7 M (2.3 FT) NORTH OF A FIBERGLASS WITNESS POST, 0.4 M
 BP0663'(1.3 FT) WEST OF A METAL FENCE POST, AND THE MONUMENT IS ABOUT 1.5 M
 BP0663'(4.9 FT) BELOW THE TRACK LEVEL AND PROJECTING ABOUT 5-CM ABOVE THE
 BP0663'GROUND SURFACE.  BY R.G. HAYES NOTE--DISK IS NOT STAMPED.
 BP0663
 BP0663                          STATION RECOVERY (1998)
 BP0663
 BP0663'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 BP0663'DISK IS NOT STAMPED WITH STATION NAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5965 ***********************************************************************
 AB5965  SACS        -  This is a Secondary Airport Control Station.
 AB5965  DESIGNATION -  DTO B
 AB5965  PID         -  AB5965
 AB5965  STATE/COUNTY-  TX/DENTON
 AB5965  USGS QUAD   -  DENTON WEST (1960)
 AB5965
 AB5965                         *CURRENT SURVEY CONTROL
 AB5965  ___________________________________________________________________
 AB5965* NAD 83(1993)-  33 12 06.48159(N)    097 11 49.50717(W)     ADJUSTED  
 AB5965* NAVD 88     -       194.40   (meters)     637.8    (feet)  GPS OBS   
 AB5965  ___________________________________________________________________
 AB5965  X           -    -669,309.688 (meters)                     COMP
 AB5965  Y           -  -5,300,300.112 (meters)                     COMP
 AB5965  Z           -   3,472,799.107 (meters)                     COMP
 AB5965  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 AB5965  ELLIP HEIGHT-         167.54  (meters)          (01/25/01) GPS OBS
 AB5965  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AB5965
 AB5965  HORZ ORDER  -  FIRST
 AB5965  ELLP ORDER  -  SECOND    CLASS I
 AB5965
 AB5965.This mark is at Denton Muni (DTO) Airport (DTO)
 AB5965
 AB5965.The horizontal coordinates were established by GPS observations
 AB5965.and adjusted by the National Geodetic Survey in August 1996..
 AB5965
 AB5965.The orthometric height was determined by GPS observations and a
 AB5965.high-resolution geoid model.
 AB5965
 AB5965.GPS derived orthometric heights for airport stations designated as
 AB5965.PACS or SACS are published to 2 decimal places.  This maintains
 AB5965.centimeter relative accuracy between the PACS and SACS.  It does
 AB5965.not indicate centimeter accuracy relative to other marks which are
 AB5965.part of the NAVD 88 network.
 AB5965
 AB5965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5965
 AB5965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5965
 AB5965.The ellipsoidal height was determined by GPS observations
 AB5965.and is referenced to NAD 83.
 AB5965
 AB5965.The geoid height was determined by GEOID03.
 AB5965
 AB5965;                    North         East     Units Scale Factor Converg.
 AB5965;SPC TXNC     - 2,170,984.238   721,465.449   MT  0.99987604   +0 42 38.2
 AB5965;SPC TXNC     - 7,122,637.45  2,367,007.89   sFT  0.99987604   +0 42 38.2
 AB5965;UTM  14      - 3,675,107.016   668,047.516   MT  0.99994819   +0 59 15.0
 AB5965
 AB5965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5965!SPC TXNC     -   0.99997370  x   0.99987604  =   0.99984974
 AB5965!UTM  14      -   0.99997370  x   0.99994819  =   0.99992189
 AB5965
 AB5965|---------------------------------------------------------------------|
 AB5965| PID    Reference Object                     Distance      Geod. Az  |
 AB5965|                                                           dddmmss.s |
 AB5965| AB2789 DTO D                               281.477 METERS 05636     |
 AB5965|---------------------------------------------------------------------|
 AB5965
 AB5965                          SUPERSEDED SURVEY CONTROL
 AB5965
 AB5965  ELLIP H (08/16/96)  167.59   (m)                       GP(       ) 2 1
 AB5965
 AB5965.Superseded values are not recommended for survey control.
 AB5965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5965.See file dsdata.txt to determine how the superseded data were derived.
 AB5965
 AB5965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6804875107(NAD 83)
 AB5965_MARKER: DD = SURVEY DISK
 AB5965_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5965_STAMPING: DTO B 1979
 AB5965_MARK LOGO: NOS   
 AB5965_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5965+STABILITY: SURFACE MOTION
 AB5965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5965+SATELLITE: SATELLITE OBSERVATIONS - December 25, 1994
 AB5965
 AB5965  HISTORY     - Date     Condition        Report By
 AB5965  HISTORY     - 1979     MONUMENTED       NOS
 AB5965  HISTORY     - 19860615 GOOD             NGS
 AB5965  HISTORY     - 19941225 GOOD             NGS
 AB5965  HISTORY     - 19980214 GOOD             USPSQD
 AB5965
 AB5965                          STATION DESCRIPTION
 AB5965
 AB5965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AB5965'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT SOUTH OF THE
 AB5965'CENTER TAXIWAY.  IT IS 199.6 FT (60.8 M) S OF THE S EDGE OF THE
 AB5965'TAXIWAY, 191.6 FT (58.4 M) E OF THE E EDGE OF RWY 17-35 AND 10.3 FT
 AB5965'(3.1 M) W OF THE WINDSOCK AND WITHIN THE SEGMENTED CIRCLE.  IT IS AN
 AB5965'NOS DISK STAMPED, DTO B 1979, SET IN A CONCRETE POST FLUSH WITH THE
 AB5965'GROUND.
 AB5965
 AB5965                          STATION RECOVERY (1994)
 AB5965
 AB5965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB5965'THE STATION IS LOCATED ABOUT 25 MI (40.2 KM) NORTHWEST OF DALLAS, 35.0
 AB5965'MI (56.3 KM) SOUTH OF GAINESVILLE, 1.0 MI (1.6 KM) WEST OF DENTON AND
 AB5965'AT THE DENTON CITY AIRPORT.  OWNERSHIP---CITY OF DENTON, 5000 AIRPORT
 AB5965'ROAD, ROUTE 1 BOX 100, DENTON TX.  76205.  AIRPORT MANAGER IS JOE
 AB5965'THOMPSON.  PHONE (817) 383-7702 OR (817) 383-7736.  TO REACH THE
 AB5965'STATION FROM (EXIT 467) NORTHBOUND LANES OF INTERSTATE HIGHWAY 35E IN
 AB5965'DENTON, EXIT AND GO NORTH ON AIRPORT ROAD FOR 0.1 MI.TURN LEFT WEST ON
 AB5965'AIRPORT ROAD FOR 2.2 MI (3.5 KM) TO THE AIRPORT OFFICE ON THE RIGHT
 AB5965'AND A GATE ON THE LEFT.  TURN LEFT AND GO SOUTH THROUGH THE GATE FOR
 AB5965'0.05 MI (0.08 KM) TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR
 AB5965'0.05 MI (0.08 KM) TO A TAXIWAY.  TURN LEFT AND GO SOUTH ON TAXIWAY 0.5
 AB5965'MI (0.8 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A NOS DISK
 AB5965'STAMPED ---DTO C 1979--- SET INTO THE TOP OF A CONCRETE POST FLUSH
 AB5965'WITH THE GROUND.  IT IS 199.3 FT (60.7 M) NORTHEAST OF THE CENTERLINE
 AB5965'OF THE RUNWAY, 131.9 FT (40.2 M) SOUTHEAST OF THE MOST SOUTHERLY
 AB5965'RUNWAY LIGHT ON THE EAST SIDE OF RUNWAY, 102.2 FT (31.2 M) EAST OF THE
 AB5965'EAST EDGEOF THE RUNWAY, 40.9 FT (12.5 M) NORTH OF THE NORTH EDGE OF
 AB5965'THE TAXIWAY, 1.5 FT (0.5 M) SOUTH OF A FIBERGLASS WITNESS POST AND ON
 AB5965'RANGE WITH THE TAXIWAY HOLD BAR.
 AB5965
 AB5965                          STATION RECOVERY (1998)
 AB5965
 AB5965'RECOVERY NOTE BY US POWER SQUADRON 1998
 AB5965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5964 ***********************************************************************
 AB5964  SACS        -  This is a Secondary Airport Control Station.
 AB5964  DESIGNATION -  DTO C
 AB5964  PID         -  AB5964
 AB5964  STATE/COUNTY-  TX/DENTON
 AB5964  USGS QUAD   -  DENTON WEST (1960)
 AB5964
 AB5964                         *CURRENT SURVEY CONTROL
 AB5964  ___________________________________________________________________
 AB5964* NAD 83(1993)-  33 11 43.67185(N)    097 11 51.05843(W)     ADJUSTED  
 AB5964* NAVD 88     -       191.21   (meters)     627.3    (feet)  GPS OBS   
 AB5964  ___________________________________________________________________
 AB5964  X           -    -669,397.421 (meters)                     COMP
 AB5964  Y           -  -5,300,674.151 (meters)                     COMP
 AB5964  Z           -   3,472,209.311 (meters)                     COMP
 AB5964  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 AB5964  ELLIP HEIGHT-         164.32  (meters)          (01/25/01) GPS OBS
 AB5964  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AB5964
 AB5964  HORZ ORDER  -  FIRST
 AB5964  ELLP ORDER  -  SECOND    CLASS I
 AB5964
 AB5964.This mark is at Denton Muni (DTO) Airport (DTO)
 AB5964
 AB5964.The horizontal coordinates were established by GPS observations
 AB5964.and adjusted by the National Geodetic Survey in August 1996..
 AB5964
 AB5964.The orthometric height was determined by GPS observations and a
 AB5964.high-resolution geoid model.
 AB5964
 AB5964.GPS derived orthometric heights for airport stations designated as
 AB5964.PACS or SACS are published to 2 decimal places.  This maintains
 AB5964.centimeter relative accuracy between the PACS and SACS.  It does
 AB5964.not indicate centimeter accuracy relative to other marks which are
 AB5964.part of the NAVD 88 network.
 AB5964
 AB5964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5964
 AB5964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5964
 AB5964.The ellipsoidal height was determined by GPS observations
 AB5964.and is referenced to NAD 83.
 AB5964
 AB5964.The geoid height was determined by GEOID03.
 AB5964
 AB5964;                    North         East     Units Scale Factor Converg.
 AB5964;SPC TXNC     - 2,170,281.164   721,433.991   MT  0.99987576   +0 42 37.3
 AB5964;SPC TXNC     - 7,120,330.79  2,366,904.69   sFT  0.99987576   +0 42 37.3
 AB5964;UTM  14      - 3,674,403.747   668,019.453   MT  0.99994807   +0 59 13.5
 AB5964
 AB5964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5964!SPC TXNC     -   0.99997420  x   0.99987576  =   0.99984997
 AB5964!UTM  14      -   0.99997420  x   0.99994807  =   0.99992227
 AB5964
 AB5964                          SUPERSEDED SURVEY CONTROL
 AB5964
 AB5964  ELLIP H (08/16/96)  164.37   (m)                       GP(       ) 2 1
 AB5964
 AB5964.Superseded values are not recommended for survey control.
 AB5964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5964.See file dsdata.txt to determine how the superseded data were derived.
 AB5964
 AB5964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6801974404(NAD 83)
 AB5964_MARKER: DD = SURVEY DISK
 AB5964_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB5964_STAMPING: DTO C 1979
 AB5964_MARK LOGO: NOS   
 AB5964_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5964+STABILITY: SURFACE MOTION
 AB5964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5964+SATELLITE: SATELLITE OBSERVATIONS - December 25, 1994
 AB5964
 AB5964  HISTORY     - Date     Condition        Report By
 AB5964  HISTORY     - 1979     MONUMENTED       NOS
 AB5964  HISTORY     - 19860615 GOOD             NGS
 AB5964  HISTORY     - 19941225 GOOD             NGS
 AB5964  HISTORY     - 19980214 GOOD             USPSQD
 AB5964
 AB5964                          STATION DESCRIPTION
 AB5964
 AB5964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AB5964'THE STATION IS LOCATED AT THE SOUTH END OF THE AIRPORT NEAR RWY END
 AB5964'35.  IT IS 199.3 FT (60.7 M) NORTHEAST OF THE C/L END RWY 35, 131.9 FT
 AB5964'(40.2 M) SOUTHEAST OF THE MOST SOUTHERLY RUNWAY LIGHT ON THE EAST SIDE
 AB5964'OF THE RUNWAY, 102.2 FT (31.2 M) EAST OF THE EAST EDGE OF THE RUNWAY,
 AB5964'40.9 FT (12.5 M) NORTH OF THE NORTH EDGE OF THE TAXIWAY, AND ON RANGE
 AB5964'WITH THE TAXIWAY HOLD BAR.  IT IS AN NOS DISK STAMPED, DTO C 1979, SET
 AB5964'IN A CONCRETE POST FLUSH WITH THE GROUND.
 AB5964
 AB5964                          STATION RECOVERY (1994)
 AB5964
 AB5964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB5964'THE STATION IS LOCATED ABOUT 25 MI (40.2 KM) NORTHWEST OF DALLAS, 35.0
 AB5964'MI (56.3 KM) SOUTH OF GAINESVILLE, 1.0 MI (1.6 KM) WEST OF DENTON AND
 AB5964'AT THE DENTON CITY AIRPORT.  OWNERSHIP---CITY OF DENTON, 5000 AIRPORT
 AB5964'ROAD, ROUTE 1 BOX 100, DENTON TX.  76205.  AIRPORT MANAGER IS JOE
 AB5964'THOMPSON.  PHONE (817) 383-7702 OR (817) 383-7736.  TO REACH THE
 AB5964'STATION FROM (EXIT 467) NORTHBOUND LANES OF INTERSTATE HIGHWAY 35E IN
 AB5964'DENTON, EXIT AND GO NORTH ON AIRPORT ROAD FOR 0.1 MI.TURN LEFT WEST ON
 AB5964'AIRPORT ROAD FOR 2.2 MI (3.5 KM) TO THE AIRPORT OFFICE ON THE RIGHT
 AB5964'AND A GATE ON THE LEFT.  TURN LEFT AND GO SOUTH THROUGH THE GATE FOR
 AB5964'0.05 MI (0.08 KM) TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR
 AB5964'0.05 MI (0.08 KM) TO A TAXIWAY.  TURN RIGHT AND GO NORTH ON TAXIWAY
 AB5964'0.1 MI (0.2 KM) TO A TAXIWAY GOING TO THE RUNWAY. TURN LEFT AND GO
 AB5964'WEST ON TAXIWAY FOR 0.1 MI (0.2 KM) TO A WINDSOCK AND THE STATION ON
 AB5964'THE LEFT.  THE STATION IS A NOS DISK STAMPED ---DTO B 1979--- SET INTO
 AB5964'THE TOP OF A 30 CM CONCRETE POST FLUSH WITH THE GROUND.  IT IS 199.6
 AB5964'FT (60.8 M) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY, 191.6 FT (58.4 M)
 AB5964'EAST OF THE EAST EDGE OF THE RUNWAY, 10.3 FT (3.1 M) WEST OF THE
 AB5964'WINDSOCK AND 1.5 FT (0.5 M) NORTH OF A FIBERGLASS WITNESS POST.
 AB5964
 AB5964                          STATION RECOVERY (1998)
 AB5964
 AB5964'RECOVERY NOTE BY US POWER SQUADRON 1998
 AB5964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2789 ***********************************************************************
 AB2789  PACS        -  This is a Primary Airport Control Station.
 AB2789  DESIGNATION -  DTO D
 AB2789  PID         -  AB2789
 AB2789  STATE/COUNTY-  TX/DENTON
 AB2789  USGS QUAD   -  DENTON WEST (1960)
 AB2789
 AB2789                         *CURRENT SURVEY CONTROL
 AB2789  ___________________________________________________________________
 AB2789* NAD 83(1993)-  33 12 11.51096(N)    097 11 40.43398(W)     ADJUSTED  
 AB2789* NAVD 88     -       193.67   (meters)     635.4    (feet)  GPS OBS   
 AB2789  ___________________________________________________________________
 AB2789  X           -    -669,065.835 (meters)                     COMP
 AB2789  Y           -  -5,300,244.769 (meters)                     COMP
 AB2789  Z           -   3,472,928.364 (meters)                     COMP
 AB2789  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 AB2789  ELLIP HEIGHT-         166.82  (meters)          (10/24/00) GPS OBS
 AB2789  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AB2789
 AB2789  HORZ ORDER  -  B
 AB2789  ELLP ORDER  -  FOURTH    CLASS II
 AB2789
 AB2789.This mark is at Denton Muni (DTO) Airport (DTO)
 AB2789
 AB2789.The horizontal coordinates were established by GPS observations
 AB2789.and adjusted by the National Geodetic Survey in February 1996..
 AB2789
 AB2789.The orthometric height was determined by GPS observations and a
 AB2789.high-resolution geoid model.
 AB2789
 AB2789.GPS derived orthometric heights for airport stations designated as
 AB2789.PACS or SACS are published to 2 decimal places.  This maintains
 AB2789.centimeter relative accuracy between the PACS and SACS.  It does
 AB2789.not indicate centimeter accuracy relative to other marks which are
 AB2789.part of the NAVD 88 network.
 AB2789
 AB2789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2789
 AB2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2789
 AB2789.The ellipsoidal height was determined by GPS observations
 AB2789.and is referenced to NAD 83.
 AB2789
 AB2789.The geoid height was determined by GEOID03.
 AB2789
 AB2789;                    North         East     Units Scale Factor Converg.
 AB2789;SPC TXNC     - 2,171,142.068   721,698.472   MT  0.99987611   +0 42 43.1
 AB2789;SPC TXNC     - 7,123,155.27  2,367,772.40   sFT  0.99987611   +0 42 43.1
 AB2789;UTM  14      - 3,675,265.982   668,279.791   MT  0.99994915   +0 59 20.1
 AB2789
 AB2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2789!SPC TXNC     -   0.99997381  x   0.99987611  =   0.99984992
 AB2789!UTM  14      -   0.99997381  x   0.99994915  =   0.99992296
 AB2789
 AB2789|---------------------------------------------------------------------|
 AB2789| PID    Reference Object                     Distance      Geod. Az  |
 AB2789|                                                           dddmmss.s |
 AB2789| AB5965 DTO B                               281.477 METERS 23636     |
 AB2789|---------------------------------------------------------------------|
 AB2789
 AB2789                          SUPERSEDED SURVEY CONTROL
 AB2789
 AB2789  ELLIP H (02/20/96)  166.87   (m)                       GP(       ) 1 1
 AB2789
 AB2789.Superseded values are not recommended for survey control.
 AB2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2789.See file dsdata.txt to determine how the superseded data were derived.
 AB2789
 AB2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6828075266(NAD 83)
 AB2789_MARKER: I = METAL ROD
 AB2789_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2789_STAMPING: DTO D 1994
 AB2789_MARK LOGO: NGS   
 AB2789_PROJECTION: FLUSH
 AB2789_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2789+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2789_ROD/PIPE-DEPTH: 3.14 meters
 AB2789_SLEEVE-DEPTH  : 1 meters
 AB2789
 AB2789  HISTORY     - Date     Condition        Report By
 AB2789  HISTORY     - 1994     MONUMENTED       NGS
 AB2789  HISTORY     - 19980214 GOOD             USPSQD
 AB2789
 AB2789                          STATION DESCRIPTION
 AB2789
 AB2789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJS)
 AB2789'THE STATION IS LOCATED ABOUT 25 MI (40.2 KM) NORTHWEST OF DALLAS, 35.0
 AB2789'MI (56.3 KM) SOUTH OF GAINESVILLE, 1.0 MI (1.6 KM) WEST OF DENTON AND
 AB2789'AT THE DENTON CITY AIRPORT.  OWNERSHIP---CITY OF DENTON, 5000 AIRPORT
 AB2789'ROAD, ROUTE 1 BOX 100, DENTON TX.  76205.  AIRPORT MANAGER IS JOE
 AB2789'THOMPSON.  PHONE (817) 383-7702 OR (817) 383-7736.  TO REACH THE
 AB2789'STATION FROM (EXIT 467) NORTHBOUND LANES OF INTERSTATE HIGHWAY 35E IN
 AB2789'DENTON, EXIT AND GO NORTH ON AIRPORT ROAD FOR 0.1 MI.  (0.2 KM) TURN
 AB2789'LEFT WEST ON AIRPORT ROAD FOR 2.15 MI (3.46 KM) TO A T-JUCTION.  TURN
 AB2789'RIGHT AND GO NORTHWEST ON ROAD THAT GOES TO AIRPORT OFFICE FOR 0.05 MI
 AB2789'(0.08 KM) TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.05 MI
 AB2789'(0.08 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A STEEL ROD
 AB2789'WITH A PUNCH HOLE IN THE TOP, ENCASED IN A 5 INCH PVC PIPE WITH A LOGO
 AB2789'CAP SET IN CONCRETE FLUSH WITH THE GROUND.  IT IS 97.0 FT (29.6 M)
 AB2789'NORTH OF THE NORTH CORNER OF THE FENCE AROUND THE AIRPORT BEACON, 96.6
 AB2789'FT (29.4 M) WEST OF THE EAST CORNER OF A FENCE, 6.4 FT (2.0 M) EAST OF
 AB2789'A FENCE AND 3.2 FT (1.0 M) SOUTH OF A FIBERGLASS WITNESS POST.
 AB2789
 AB2789                          STATION RECOVERY (1998)
 AB2789
 AB2789'RECOVERY NOTE BY US POWER SQUADRON 1998
 AB2789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0770 ***********************************************************************
 CC0770  DESIGNATION -  DUBLIN
 CC0770  PID         -  CC0770
 CC0770  STATE/COUNTY-  TX/ECTOR
 CC0770  USGS QUAD   -  RED LAKES (1964)
 CC0770
 CC0770                         *CURRENT SURVEY CONTROL
 CC0770  ___________________________________________________________________
 CC0770* NAD 83(1993)-  31 51 53.79269(N)    102 38 44.35796(W)     ADJUSTED  
 CC0770* NAVD 88     -       979.8    (meters)    3215.     (feet)  VERTCON   
 CC0770  ___________________________________________________________________
 CC0770  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CC0770  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CC0770
 CC0770  HORZ ORDER  -  FIRST
 CC0770
 CC0770.The horizontal coordinates were established by classical geodetic methods
 CC0770.and adjusted by the National Geodetic Survey in February 1996..
 CC0770
 CC0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0770
 CC0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0770
 CC0770.The geoid height was determined by GEOID03.
 CC0770
 CC0770;                    North         East     Units Scale Factor Converg.
 CC0770;SPC TX C     - 3,245,975.180   481,198.614   MT  0.99999511   -1 11 27.5
 CC0770;SPC TX C     -10,649,503.57  1,578,732.45   sFT  0.99999511   -1 11 27.5
 CC0770;UTM  13      - 3,527,882.431   722,733.778   MT  1.00021188   +1 14 36.3
 CC0770
 CC0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0770!SPC TX C     -   0.99984983  x   0.99999511  =   0.99984494
 CC0770!UTM  13      -   0.99984983  x   1.00021188  =   1.00006167
 CC0770
 CC0770:                Primary Azimuth Mark                     Grid Az
 CC0770:SPC TX C     -  DUBLIN AZ MK                             059 24 57.0
 CC0770:UTM  13      -  DUBLIN AZ MK                             056 58 53.2
 CC0770
 CC0770|---------------------------------------------------------------------|
 CC0770| PID    Reference Object                     Distance      Geod. Az  |
 CC0770|                                                           dddmmss.s |
 CC0770| CH8810 DUBLIN AZ MK                                       0581329.5 |
 CC0770| CC0769 AIRWAY BEACON A                     APPROX. 3.4 KM 0950718.9 |
 CC0770| CH8811 DUBLIN RM                            17.779 METERS 16732     |
 CC0770| CC0771 WINDMILL 2 MI S OF STA DUBLIN       APPROX. 3.2 KM 1695824.6 |
 CC0770| CH8812 DUBLIN RM 2                          44.973 METERS 26713     |
 CC0770|---------------------------------------------------------------------|
 CC0770
 CC0770                          SUPERSEDED SURVEY CONTROL
 CC0770
 CC0770  NAD 83(1993)-  31 51 53.79521(N)    102 38 44.34987(W) AD(       ) 1
 CC0770  NAD 83(1986)-  31 51 53.79518(N)    102 38 44.34886(W) AD(       ) 1
 CC0770  NAD 27      -  31 51 53.34900(N)    102 38 42.81800(W) AD(       ) 1
 CC0770  NGVD 29 (07/19/86)  979.4    (m)         3213.     (f) VERT ANG       
 CC0770
 CC0770.Superseded values are not recommended for survey control.
 CC0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0770.See file dsdata.txt to determine how the superseded data were derived.
 CC0770
 CC0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR2273427882(NAD 83)
 CC0770_MARKER: P = PIPE CAP
 CC0770_SETTING: 0 = UNSPECIFIED SETTING
 CC0770
 CC0770  HISTORY     - Date     Condition        Report By
 CC0770  HISTORY     - 1909     MONUMENTED       CGS
 CC0770  HISTORY     - 1935     GOOD             CGS
 CC0770  HISTORY     - 1938     GOOD             TXHD
 CC0770
 CC0770                          STATION DESCRIPTION
 CC0770
 CC0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CC0770'SIXTEEN AND ONE-HALF MILES DIRECT, OR 20 MILES BY ROAD, N 85
 CC0770'DEG W FROM ODESSA, A TOWN ON THE TEXAS AND PACIFIC RAILWAY AND
 CC0770'5 MILES S 75 DEG W FROM THE RANCH HOUSE OF J.W. BUCHANAN.  IT
 CC0770'IS ON THE W SIDE OF PASTURE OWNED BY THE DUBLIN BROTHERS, 20
 CC0770'METERS, (66 FEET) S OF THE WAGON ROAD LEADING THROUGH THEIR
 CC0770'PASTURE FROM BUCHANANS RANCH, AND ABOUT 30 METERS, (98 FEET) SE
 CC0770'OF THE GATE WHERE ROAD ENTERS PASTURE TO THE WESTWARD.  SURFACE
 CC0770'MARK IS A CAP STATION MARK SCREWED TO THE TOP OF A 3-INCH IRON
 CC0770'PIPE 30 INCHES LONG WHICH IS EMBEDDED IN A CYLINDER OF
 CC0770'CONCRETE 20 INCHES IN DIAMETER AND 30 INCHES LONG.
 CC0770'UNDERGROUND MARK IS OLD-TYPE STATION MARK SET IN DRILL HOLE
 CC0770'IN BEDROCK.  REFERENCE MARK IS A 1/4-INCH IRON ROD 18 INCHES
 CC0770'LONG SET IN A CYLINDER OF CONCRETE 12 INCHES IN DIAMETER
 CC0770'AND 20 INCHES LONG.  IT IS 17.780 METERS, (58.33 FEET) FROM
 CC0770'STATION.  BEARING FROM STATION
 CC0770'OF WINDMILL 2 MILES S, S 10 DEG 02 MIN E.
 CC0770
 CC0770                          STATION RECOVERY (1935)
 CC0770
 CC0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0770'STATION IS ABOUT 15 MILES W OF ODESSA AND IS LOCATED ON LAND
 CC0770'KNOWN AS THE DUBLIN PASTURE.  IT IS ABOUT 60 YARDS E OF A WIRE
 CC0770'FENCE AND IS 238 FEET S OF A TRAIL.  THE MARK IS A CAP ON AN
 CC0770'IRON PIPE WHICH PROJECTS 12 INCHES FROM A ROUND CONCRETE POST.
 CC0770'THE POST PROJECTS 5 INCHES ABOVE THE GROUND.
 CC0770'
 CC0770'THE REFERENCE MARK ESTABLISHED IN 1909 WAS RECOVERED IN GOOD
 CC0770'CONDITION.  IT IS A 5/8-INCH IRON ROD SET IN A ROUND CONCRETE
 CC0770'POST.  THE ROD PROJECTS 3/4 OF AN INCH FROM THE CONCRETE.  THE
 CC0770'TOP OF THE POST IS FLUSH WITH THE GROUND.
 CC0770'
 CC0770'A NEW REFERENCE MARK WAS ESTABLISHED.  (NO. 2-1935).  IT IS A
 CC0770'STANDARD DISK SET IN A CONCRETE POST.  IT IS W OF THE STATION AND
 CC0770'PROJECTS 5 INCHES.
 CC0770'
 CC0770'A NEW AZIMUTH MARK WAS ESTABLISHED.  IT IS ABOUT 0.7 MILE NE OF
 CC0770'THE STATION.  IT IS 2 FEET S OF THE FENCE AND PROJECTS 9 INCHES.
 CC0770'IT IS A STANDARD DISK SET IN A CONCRETE POST.
 CC0770'
 CC0770'THE STATION IS REACHED FROM THE ECTOR COUNTY COURTHOUSE, IN
 CC0770'ODESSA, BY GOING N ON STATE HIGHWAY 51, 1.6 MILES TURN OFF THE
 CC0770'HIGHWAY AND GO W ON A GRADED ROAD 8.0 MILES.  TURN N WITH THE
 CC0770'GRADE AND GO 3.0 MILES, TURN W WITH THE GRADE AND GO 5.0 MILES,
 CC0770'AT THIS POINT THE GRADE TURNS N, CONTINUE WESTERLY ON A TRAIL
 CC0770'1.3 MILES TO SOME FARM BUILDINGS, GO WESTERLY ON A TRAIL 1.0
 CC0770'MILE TO A GATE.  THE STATION IS ABOUT 100 YARDS SE OF THE GATE.
 CC0770'
 CC0770'A 50-FOOT TOWER WAS ERECTED.
 CC0770
 CC0770                          STATION RECOVERY (1938)
 CC0770
 CC0770'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0770'STATION WAS RECOVERED.
 CC0770'
 CC0770'STATION IS REACHED FROM THE ECTOR COUNTY COURTHOUSE IN ODESSA,
 CC0770'BY GOING N ON STATE HIGHWAY 51, 1.6 MILES, TURN LEFT, OFF
 CC0770'HIGHWAY, GO W 9.6 MILES ON MAIN GRADED ROAD, TURN N ON MAIN
 CC0770'GRADED ROAD AND GO 3.0 MILE, AT THIS POINT ROAD TURNS N PASSING
 CC0770'BEACON LIGHT.  CONTINUE WESTERLY ON TRAIL, PASSING BEACON
 CC0770'LIGHT ON S 1/4 MILE, 1.3 MILES TO SOME FARM BUILDINGS, GO
 CC0770'WESTERLY ON A TRAIL 1.0 MILE TO GATE.  STATION IS ABOUT 100 YARDS
 CC0770'SE OF GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5263 ***********************************************************************
 AH5263  DESIGNATION -  DUBLIN ET
 AH5263  PID         -  AH5263
 AH5263  STATE/COUNTY-  TX/ERATH
 AH5263  USGS QUAD   -  DUBLIN (1965)
 AH5263
 AH5263                         *CURRENT SURVEY CONTROL
 AH5263  ___________________________________________________________________
 AH5263* NAD 83(1993)-  32 06 51.56997(N)    098 22 20.80445(W)     ADJUSTED  
 AH5263* NAVD 88     -       475.9    (meters)    1561.     (feet)  VERTCON   
 AH5263  ___________________________________________________________________
 AH5263  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AH5263  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AH5263
 AH5263  HORZ ORDER  -  THIRD
 AH5263
 AH5263.The horizontal coordinates were established by classical geodetic methods
 AH5263.and adjusted by the National Geodetic Survey in July 1998..
 AH5263
 AH5263.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5263
 AH5263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5263
 AH5263.The geoid height was determined by GEOID03.
 AH5263
 AH5263;                    North         East     Units Scale Factor Converg.
 AH5263;SPC TXNC     - 2,049,649.757   612,038.090   MT  1.00000532   +0 04 10.4
 AH5263;SPC TXNC     - 6,724,559.24  2,007,994.97   sFT  1.00000532   +0 04 10.4
 AH5263;UTM  14      - 3,553,280.233   559,202.710   MT  0.99964322   +0 20 01.0
 AH5263
 AH5263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5263!SPC TXNC     -   0.99992959  x   1.00000532  =   0.99993491
 AH5263!UTM  14      -   0.99992959  x   0.99964322  =   0.99957284
 AH5263
 AH5263                          SUPERSEDED SURVEY CONTROL
 AH5263
 AH5263  NGVD 29 (07/28/98)  475.8    (m)         1561.     (f) VERT ANG       
 AH5263
 AH5263.Superseded values are not recommended for survey control.
 AH5263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5263.See file dsdata.txt to determine how the superseded data were derived.
 AH5263
 AH5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA5920353280(NAD 83)
 AH5263_MARKER: DS = TRIANGULATION STATION DISK
 AH5263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5263_PROJECTION: FLUSH
 AH5263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5263+STABILITY: SURFACE MOTION
 AH5263
 AH5263  HISTORY     - Date     Condition        Report By
 AH5263  HISTORY     - 1965     MONUMENTED       USGS
 AH5263
 AH5263                          STATION DESCRIPTION
 AH5263
 AH5263'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5263'STATION LOCATED ABOUT 2 MI. N. AND 2 MI. W. OF DUBLIN, TEXAS, ON THE
 AH5263'N. END OF A GRASSY RIDGE, ON LAND OWNED BY MRS. NORMAN TEAGUE, ABOUT
 AH5263'30 FT. W. OF A LARGE CLUMP OF OAK TREES.
 AH5263'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 377 AND FARM
 AH5263'ROAD 219, AT THE N. EDGE OF DUBLIN, TEXAS, PROCEED NW. ON FARM ROAD
 AH5263'219 1.7 MI. TO A T-JUNCTION WITH FARM ROAD 2156, TURN LEFT AND FOLLOW
 AH5263'FARM ROAD 2156 0.9 MI. TO A T-RD. SW., TURN LEFT, ALONG GRAVEL RD. 0.4
 AH5263'MI. TO A WIRE GATE ON THE RIGHT, JUST S. OF MRS. TEAGUES HOME, TURN
 AH5263'RIGHT THROUGH GATE AND FOLLOW FIELD RD. FOR 0.1 MI. TO A SECOND WIRE
 AH5263'GATE AT THE N. END OF A SHED, PASS THROUGH GATE AND CONTINUE ON FIELD
 AH5263'RD. 0.1 MI. TO THE TOP OF RIDGE, THENCE NE., ACROSS COUNTRY, ALONG TOP
 AH5263'OF RIDGE 0.3 MI. TO STATION.
 AH5263'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST PROJECTING 3 IN.
 AH5263'ABOVE GROUND, STAMPED---DUBLIN-ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1014 ***********************************************************************
 CT1014  DESIGNATION -  DUBLIN STANDPIPE
 CT1014  PID         -  CT1014
 CT1014  STATE/COUNTY-  TX/ERATH
 CT1014  USGS QUAD   -  DUBLIN (1965)
 CT1014
 CT1014                         *CURRENT SURVEY CONTROL
 CT1014  ___________________________________________________________________
 CT1014* NAD 83(1993)-  32 05 30.13572(N)    098 20 54.14248(W)     ADJUSTED  
 CT1014* NAVD 88     -       477.1    (meters)    1565.     (feet)  VERTCON   
 CT1014  ___________________________________________________________________
 CT1014  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CT1014  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CT1014
 CT1014  HORZ ORDER  -  THIRD
 CT1014
 CT1014.The horizontal coordinates were established by classical geodetic methods
 CT1014.and adjusted by the National Geodetic Survey in February 1996..
 CT1014
 CT1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1014
 CT1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1014
 CT1014.The geoid height was determined by GEOID03.
 CT1014
 CT1014;                    North         East     Units Scale Factor Converg.
 CT1014;SPC TXNC     - 2,047,144.388   614,313.605   MT  1.00001179   +0 04 57.7
 CT1014;SPC TXNC     - 6,716,339.55  2,015,460.55   sFT  1.00001179   +0 04 57.7
 CT1014;SPC TX C     - 3,270,518.377   887,380.012   MT  1.00006263   +1 01 20.5
 CT1014;SPC TX C     -10,730,025.71  2,911,345.92   sFT  1.00006263   +1 01 20.5
 CT1014;UTM  14      - 3,550,786.274   561,488.903   MT  0.99964663   +0 20 46.3
 CT1014
 CT1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1014!SPC TXNC     -   0.99992939  x   1.00001179  =   0.99994118
 CT1014!SPC TX C     -   0.99992939  x   1.00006263  =   0.99999202
 CT1014!UTM  14      -   0.99992939  x   0.99964663  =   0.99957605
 CT1014
 CT1014                          SUPERSEDED SURVEY CONTROL
 CT1014
 CT1014  NAD 83(1986)-  32 05 30.14112(N)    098 20 54.12191(W) AD(       ) 4
 CT1014  NAD 27      -  32 05 29.63000(N)    098 20 52.95900(W) AD(       ) 3
 CT1014  NGVD 29 (07/19/86)  477.0    (m)         1565.     (f) VERT ANG       
 CT1014
 CT1014.Superseded values are not recommended for survey control.
 CT1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1014.See file dsdata.txt to determine how the superseded data were derived.
 CT1014
 CT1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA6148950786(NAD 83)
 CT1014_MARKER: 52 = STANDPIPE TANK
 CT1014
 CT1014  HISTORY     - Date     Condition        Report By
 CT1014  HISTORY     - 1902     FIRST OBSERVED   CGS
 CT1014  HISTORY     - 1954     GOOD             CGS
 CT1014  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT1014
 CT1014                          STATION DESCRIPTION
 CT1014
 CT1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JL)
 CT1014'A STANDPIPE ABOUT 12 FT. IN DIAMETER AND 60 FT. HIGH IN THE
 CT1014'N PART OF DUBLIN.  IT IS ABOUT 100 FT. W OF THE WATER TOWER
 CT1014'WHICH IS ABOUT 125 FT. HIGH.
 CT1014'
 CT1014'THIS IS AN INTERSECTION STATION.
 CT1014
 CT1014                          STATION RECOVERY (1999)
 CT1014
 CT1014'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1151 ***********************************************************************
 CA1151  DESIGNATION -  DUCK
 CA1151  PID         -  CA1151
 CA1151  STATE/COUNTY-  TX/CONCHO
 CA1151  USGS QUAD   -  MILLERSVIEW NW (1987)
 CA1151
 CA1151                         *CURRENT SURVEY CONTROL
 CA1151  ___________________________________________________________________
 CA1151* NAD 83(1993)-  31 26 22.13255(N)    099 54 03.06218(W)     ADJUSTED  
 CA1151* NAVD 88     -       538.1    (meters)    1765.     (feet)  VERTCON   
 CA1151  ___________________________________________________________________
 CA1151  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CA1151  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CA1151
 CA1151  HORZ ORDER  -  SECOND
 CA1151
 CA1151.The horizontal coordinates were established by classical geodetic methods
 CA1151.and adjusted by the National Geodetic Survey in February 1996..
 CA1151
 CA1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1151
 CA1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1151
 CA1151.The geoid height was determined by GEOID03.
 CA1151
 CA1151;                    North         East     Units Scale Factor Converg.
 CA1151;SPC TX C     - 3,196,607.934   741,109.537   MT  0.99991087   +0 13 21.9
 CA1151;SPC TX C     -10,487,537.86  2,431,456.87   sFT  0.99991087   +0 13 21.9
 CA1151;UTM  14      - 3,478,660.201   414,394.658   MT  0.99969039   -0 28 11.7
 CA1151
 CA1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1151!SPC TX C     -   0.99991936  x   0.99991087  =   0.99983024
 CA1151!UTM  14      -   0.99991936  x   0.99969039  =   0.99960978
 CA1151
 CA1151|---------------------------------------------------------------------|
 CA1151| PID    Reference Object                     Distance      Geod. Az  |
 CA1151|                                                           dddmmss.s |
 CA1151| CV3885 DUCK RM 1                            29.487 METERS 07515     |
 CA1151| CV3886 DUCK RM 2                            29.297 METERS 16505     |
 CA1151| CA1152 PAINT                               APPROX. 4.0 KM 3443223.5 |
 CA1151|---------------------------------------------------------------------|
 CA1151
 CA1151                          SUPERSEDED SURVEY CONTROL
 CA1151
 CA1151  NAD 83(1986)-  31 26 22.13967(N)    099 54 03.04780(W) AD(       ) 2
 CA1151  NAD 27      -  31 26 21.56753(N)    099 54 01.77160(W) AD(       ) 2
 CA1151  NGVD 29 (07/19/86)  538.0    (m)         1765.     (f) VERT ANG       
 CA1151
 CA1151.Superseded values are not recommended for survey control.
 CA1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1151.See file dsdata.txt to determine how the superseded data were derived.
 CA1151
 CA1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1439578660(NAD 83)
 CA1151_MARKER: DD = SURVEY DISK
 CA1151_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1151+WITH SETTING: INFORMATION.
 CA1151_SP_SET: PREFABRICATED CONCRETE POST
 CA1151
 CA1151  HISTORY     - Date     Condition        Report By
 CA1151  HISTORY     - 1967     MONUMENTED       USGS
 CA1151  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA1151
 CA1151                          STATION DESCRIPTION
 CA1151
 CA1151'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CA1151'THE STATION IS LOCATED 15.3 MILES NORTH AND 3.3 MILES WEST
 CA1151'OF EDEN, 4.7 MILES SOUTH AND 1.1 MILES EAST OF PAINT ROCK,
 CA1151'48 FEET WEST OF U.S. HIGHWAY 83 AND 5 FEET SOUTHEAST OF A
 CA1151'WITNESS SIGN FASTENED TO A LARGE MESQUITE TREE IN THE WEST
 CA1151'RIGHT-OF-WAY FENCE.
 CA1151'
 CA1151'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM ROAD
 CA1151'380 IN PAINT ROCK, GO 4.9 MILES SOUTH ON U.S. HIGHWAY 83
 CA1151'TO THE STATION SITE ON THE RIGHT.
 CA1151'
 CA1151'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1151'STEEL ROD AND DRIVEN TO BEDROCK (2.0 FEET), CENTERED IN
 CA1151'A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1151'CONCRETE.  THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED
 CA1151'DUCK ET 1967.
 CA1151'
 CA1151'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMPED TO A
 CA1151'COPPER COATED STEEL ROD AND DRIVEN TO REFUSAL (4.5 FEET),
 CA1151'CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG,
 CA1151'FILLED WITH CONCRETE.  THE TABLET IS SET FLUSH WITH THE
 CA1151'GROUND AND STAMPED DUCK ET 1967 NO. 1.
 CA1151'
 CA1151'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CRIMPED TO A
 CA1151'COPPER COATED STEEL ROD AND DRIVEN TO REFUSAL (4.5 FEET),
 CA1151'CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG,
 CA1151'FILLED WITH CONCRETE.  THE TABLET IS SET FLUSH WITH THE
 CA1151'GROUND AND STAMPED DUCK ET 1967 NO. 2.
 CA1151'
 CA1151'STATION PAINT ET 1967, 2.5 MILES NORTH-NORTHWEST, IS VISIBLE
 CA1151'FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 CA1151
 CA1151                          STATION RECOVERY (1999)
 CA1151
 CA1151'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1341 ***********************************************************************
 DN1341  DESIGNATION -  DUCK
 DN1341  PID         -  DN1341
 DN1341  STATE/COUNTY-  TX/DENTON
 DN1341  USGS QUAD   -  ERA (1978)
 DN1341
 DN1341                         *CURRENT SURVEY CONTROL
 DN1341  ___________________________________________________________________
 DN1341* NAD 83(1993)-  33 25 28.01633(N)    097 15 45.04107(W)     ADJUSTED  
 DN1341* NAVD 88     -       266.4    (meters)     874.     (feet)  VERTCON   
 DN1341  ___________________________________________________________________
 DN1341  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 DN1341  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DN1341
 DN1341  HORZ ORDER  -  THIRD
 DN1341
 DN1341.The horizontal coordinates were established by classical geodetic methods
 DN1341.and adjusted by the National Geodetic Survey in February 1996..
 DN1341
 DN1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1341
 DN1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1341
 DN1341.The geoid height was determined by GEOID03.
 DN1341
 DN1341;                    North         East     Units Scale Factor Converg.
 DN1341;SPC TXNC     - 2,195,599.862   715,075.487   MT  0.99989372   +0 40 29.7
 DN1341;SPC TXNC     - 7,203,397.21  2,346,043.49   sFT  0.99989372   +0 40 29.7
 DN1341;UTM  14      - 3,699,692.418   661,537.148   MT  0.99992172   +0 57 26.2
 DN1341
 DN1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1341!SPC TXNC     -   0.99996223  x   0.99989372  =   0.99985595
 DN1341!UTM  14      -   0.99996223  x   0.99992172  =   0.99988395
 DN1341
 DN1341:                Primary Azimuth Mark                     Grid Az
 DN1341:SPC TXNC     -  VALLEY VIEW MUNICIPAL TANK               050 39 21.6
 DN1341:UTM  14      -  VALLEY VIEW MUNICIPAL TANK               050 22 25.1
 DN1341
 DN1341|---------------------------------------------------------------------|
 DN1341| PID    Reference Object                     Distance      Geod. Az  |
 DN1341|                                                           dddmmss.s |
 DN1341| DN1319 VALLEY VIEW MUNICIPAL TANK          APPROX.11.5 KM 0511951.3 |
 DN1341| CX9498 DUCK AZ MK                                         0914106.7 |
 DN1341| DN1318 SANGER MUNICIPAL TANK               APPROX.11.0 KM 1285713.9 |
 DN1341| CX9499 DUCK RM 1                            24.186 METERS 14207     |
 DN1341| CX9500 DUCK RM 2                            24.112 METERS 22126     |
 DN1341|---------------------------------------------------------------------|
 DN1341
 DN1341                          SUPERSEDED SURVEY CONTROL
 DN1341
 DN1341  NAD 83(1993)-  33 25 28.01830(N)    097 15 45.03701(W) AD(       ) 3
 DN1341  NAD 83(1986)-  33 25 28.02112(N)    097 15 45.02893(W) AD(       ) 3
 DN1341  NAD 27      -  33 25 27.61470(N)    097 15 43.97160(W) AD(       ) 3
 DN1341  NGVD 29 (07/26/91)  266.4    (m)          874.     (f) VERT ANG       
 DN1341
 DN1341.Superseded values are not recommended for survey control.
 DN1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1341.See file dsdata.txt to determine how the superseded data were derived.
 DN1341
 DN1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6153799692(NAD 83)
 DN1341_MARKER: DS = TRIANGULATION STATION DISK
 DN1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1341
 DN1341  HISTORY     - Date     Condition        Report By
 DN1341  HISTORY     - 1955     MONUMENTED       CGS
 DN1341  HISTORY     - 1958     GOOD             USGS
 DN1341  HISTORY     - 1960     GOOD             CGS
 DN1341  HISTORY     - 19950628 GOOD             USPSQD
 DN1341
 DN1341                          STATION DESCRIPTION
 DN1341
 DN1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1341'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF SANGER
 DN1341'AND ABOUT 4.5 MILES NORTH-NORTHWEST OF BOLIVAR ON PROPERTY
 DN1341'OWNED BY MR. CLIFFORD CHANKE OF DENTON.  IT IS 54 FEET NORTH
 DN1341'OF A FENCE AND 36 FEET NORTH OF THE CENTER OF A GRAVELED
 DN1341'ROAD.  IT IS STAMPED DUCK 1955 AND PROJECTS 4 INCHES.
 DN1341'
 DN1341'R.M. NO. 1 IS 36 FEET SOUTH OF THE CENTER OF A GRAVELED
 DN1341'ROAD AND IS SET IN A FENCE LINE.  IT IS STAMPED DUCK NO 1
 DN1341'1955 AND PROJECTS 5 INCHES.
 DN1341'
 DN1341'R.M. NO. 2 IS 36 FEET SOUTH OF THE CENTER OF A GRAVELED
 DN1341'ROAD, 3 FEET WEST OF A WITNESS POST AND 0.5 FOOT NORTH OF
 DN1341'A FENCE.  IT IS STAMPED DUCK NO 2 1955 AND PROJECTS 4 INCHES.
 DN1341'
 DN1341'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 101.20 FEET.
 DN1341'
 DN1341'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTER OF A GRAVELED
 DN1341'ROAD, 19 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 4 FEET
 DN1341'EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE AND 1 FOOT
 DN1341'WEST OF A WITNESS POST.  IT IS STAMPED DUCK 1955 AND PROJECTS 5
 DN1341'INCHES.
 DN1341'
 DN1341'TO REACH THE STATION FROM THE MAIN INTERSECTION WITH TEXAS
 DN1341'455 IN BOLIVAR, GO NORTH-NORTHWEST ON MAIN ROAD FOR 2.9 MILES
 DN1341'TO A T INTERSECTION.  TURN LEFT AND GO WEST FOR 0.3 MILE TO
 DN1341'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH 1.85 MILES TO A
 DN1341'T INTERSECTION.  TURN LEFT AND GO WEST FOR 0.1 MILE TO TOP
 DN1341'OF HILL AND THE STATION ON THE RIGHT.
 DN1341'
 DN1341'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.4 MILE
 DN1341'TO A SIDEROAD LEFT AND THE MARK IN THE NORTHEAST ANGLE.
 DN1341
 DN1341                          STATION RECOVERY (1958)
 DN1341
 DN1341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1341'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-2, STATION 1011.
 DN1341'
 DN1341'RECOVERED BY USGS IN 1958.
 DN1341'
 DN1341'RECOVERED BY NGS IN 1960.
 DN1341'
 DN1341'STATION MARK--A STANDARD USC AND GS TABLET IN A CONCRETE POST
 DN1341'PROJECTING 4 IN. AND STAMPED---DUCK 1955---.
 DN1341
 DN1341                          STATION RECOVERY (1960)
 DN1341
 DN1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1341'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1341'
 DN1341'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1341
 DN1341                          STATION RECOVERY (1995)
 DN1341
 DN1341'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6335 ***********************************************************************
 AW6335  DESIGNATION -  DUCKY 1930
 AW6335  PID         -  AW6335
 AW6335  STATE/COUNTY-  TX/HARRIS
 AW6335  USGS QUAD   -  LA PORTE (1982)
 AW6335
 AW6335                         *CURRENT SURVEY CONTROL
 AW6335  ___________________________________________________________________
 AW6335* NAD 83(1993)-  29 43 20.97653(N)    095 00 41.57492(W)     ADJUSTED  
 AW6335* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6335  ___________________________________________________________________
 AW6335  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW6335  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6335
 AW6335  HORZ ORDER  -  THIRD
 AW6335
 AW6335.The horizontal coordinates were established by classical geodetic methods
 AW6335.and adjusted by the National Geodetic Survey in February 1996..
 AW6335
 AW6335.The orthometric height was scaled from a topographic map.
 AW6335
 AW6335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6335
 AW6335.The geoid height was determined by GEOID03.
 AW6335
 AW6335;                    North         East     Units Scale Factor Converg.
 AW6335;SPC TXSC     - 4,215,949.132   985,778.262   MT  0.99988604   +1 57 14.4
 AW6335;SPC TXSC     -13,831,826.44  3,234,174.18   sFT  0.99988604   +1 57 14.4
 AW6335;UTM  15      - 3,289,729.848   305,432.815   MT  1.00006711   -0 59 51.5
 AW6335
 AW6335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6335!SPC TXSC     -   1.00000396  x   0.99988604  =   0.99989000
 AW6335!UTM  15      -   1.00000396  x   1.00006711  =   1.00007107
 AW6335
 AW6335:                Primary Azimuth Mark                     Grid Az
 AW6335:SPC TXSC     -  NECK                                     141 40 25.4
 AW6335:UTM  15      -  NECK                                     144 37 31.3
 AW6335
 AW6335|---------------------------------------------------------------------|
 AW6335| PID    Reference Object                     Distance      Geod. Az  |
 AW6335|                                                           dddmmss.s |
 AW6335| AW6182 NECK                                APPROX. 4.3 KM 1433739.8 |
 AW6335| AW6187 MORGAN PT                           APPROX. 5.2 KM 1513622.9 |
 AW6335|---------------------------------------------------------------------|
 AW6335
 AW6335                          SUPERSEDED SURVEY CONTROL
 AW6335
 AW6335  NAD 83(1986)-  29 43 20.99265(N)    095 00 41.55593(W) AD(       ) 3
 AW6335  NAD 27      -  29 43 20.17019(N)    095 00 40.81405(W) AD(       ) 3
 AW6335
 AW6335.Superseded values are not recommended for survey control.
 AW6335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6335.See file dsdata.txt to determine how the superseded data were derived.
 AW6335
 AW6335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0543389730(NAD 83)
 AW6335_MARKER: X = CHISELED CROSS
 AW6335_SETTING: 0 = UNSPECIFIED SETTING
 AW6335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6335
 AW6335  HISTORY     - Date     Condition        Report By
 AW6335  HISTORY     - 1930     MONUMENTED       CGS
 AW6335  HISTORY     - 1934     GOOD             TXGS
 AW6335  HISTORY     - 1938     GOOD             CGS
 AW6335  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6335  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 AW6335
 AW6335                          STATION DESCRIPTION
 AW6335
 AW6335'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JAB)
 AW6335'LOCATED ON THE NW SHORE OF BLACK DUCK BAY, BETWEEN THE HUMBLE
 AW6335'OIL REFINERY AND THE SUN OIL CO. PROPERTY.  STATION IS IN A
 AW6335'PASTURE CONTAINING A FEW SCATTERED TREES AND IS 47 METERS
 AW6335'FROM THE SHORELINE ON THE S.  TO THE N IS A ROAD, DISTANT 62
 AW6335'METERS.
 AW6335'
 AW6335'STATION IS MARKED BY A CROSS IN THE END OF A 1/2-INCH BRASS
 AW6335'ROD SET IN THE TOP OF A 4- BY 6-INCH CONCRETE POST EXTENDING
 AW6335'3 INCHES ABOVE GROUND.
 AW6335'
 AW6335'REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AW6335'POSTS.
 AW6335'
 AW6335'REFERENCE MARK 1 IS 24.80 METERS W OF THE STATION.
 AW6335'
 AW6335'REFERENCE MARK 2 IS 27.405 METERS N OF THE STATION.
 AW6335
 AW6335                          STATION RECOVERY (1934)
 AW6335
 AW6335'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6335'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 AW6335'AS DESCRIBED.
 AW6335
 AW6335                          STATION RECOVERY (1938)
 AW6335
 AW6335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AW6335'STATION RECOVERED AS DESCRIBED.  STATION MARK HAS A NOTICEABLE
 AW6335'SLANT TO IT.  HOWEVER, IT DOESNT APPEAR TO HAVE BEEN DISTURBED.
 AW6335'IT IS LOCATED ON THE NW SHORE OF BLACK DUCK BAY, BETWEEN
 AW6335'THE SUN OIL COMPANY STORAGE TANKS AND THE HUMBLE OIL REFINERY.
 AW6335'REFERENCE MARKS RECOVERED.
 AW6335
 AW6335                          STATION RECOVERY (1952)
 AW6335
 AW6335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6335'STATION WAS NOT RECOVERED.  BOTH REFERENCE MARKS WERE FOUND
 AW6335'AND IN GOOD CONDITION.  THE DISTANCE FROM THE REFERENCE MARKS
 AW6335'WAS CHAINED AND DIGGING AT THE INTERSECTION OF THE ARCS
 AW6335'FAILED TO RECOVER THE STATION.  THE AREA IS GRASSED OVER AND
 AW6335'FREQUENTLY MOWED BY POWER MOWERS.  IT IS BELIEVED THAT THE
 AW6335'STATION MARK HAS BEEN DESTROYED BY THE POWER MOWERS.
 AW6335
 AW6335                          STATION RECOVERY (1997)
 AW6335
 AW6335'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0749 ***********************************************************************
 BN0749  DESIGNATION -  DUDERSTADT
 BN0749  PID         -  BN0749
 BN0749  STATE/COUNTY-  TX/GILLESPIE
 BN0749  USGS QUAD   -  MOUNTAIN HOME (1982)
 BN0749
 BN0749                         *CURRENT SURVEY CONTROL
 BN0749  ___________________________________________________________________
 BN0749* NAD 83(1993)-  30 12 24.48368(N)    099 16 47.73924(W)     ADJUSTED  
 BN0749* NAVD 88     -       668.     (meters)    2192.     (feet)  SCALED    
 BN0749  ___________________________________________________________________
 BN0749  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BN0749  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BN0749
 BN0749  HORZ ORDER  -  FIRST
 BN0749
 BN0749.The horizontal coordinates were established by classical geodetic methods
 BN0749.and adjusted by the National Geodetic Survey in February 1996..
 BN0749
 BN0749.The orthometric height was scaled from a topographic map.
 BN0749
 BN0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0749
 BN0749.The geoid height was determined by GEOID03.
 BN0749
 BN0749;                    North         East     Units Scale Factor Converg.
 BN0749;SPC TX C     - 3,060,358.248   801,423.973   MT  0.99997716   +0 32 33.2
 BN0749;SPC TX C     -10,040,525.35  2,629,338.48   sFT  0.99997716   +0 32 33.2
 BN0749;UTM  14      - 3,341,734.055   473,057.734   MT  0.99960896   -0 08 27.0
 BN0749
 BN0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0749!SPC TX C     -   0.99989850  x   0.99997716  =   0.99987566
 BN0749!UTM  14      -   0.99989850  x   0.99960896  =   0.99950750
 BN0749
 BN0749:                Primary Azimuth Mark                     Grid Az
 BN0749:SPC TX C     -  DUDERSTADT AZ MK                         125 49 03.6
 BN0749:UTM  14      -  DUDERSTADT AZ MK                         126 30 03.8
 BN0749
 BN0749|---------------------------------------------------------------------|
 BN0749| PID    Reference Object                     Distance      Geod. Az  |
 BN0749|                                                           dddmmss.s |
 BN0749| CV3887 DUDERSTADT AZ MK                                   1262136.8 |
 BN0749| CV3888 DUDERSTADT RM 1                      24.520 METERS 18619     |
 BN0749| CV3889 DUDERSTADT RM 2                      28.065 METERS 29925     |
 BN0749|---------------------------------------------------------------------|
 BN0749
 BN0749                          SUPERSEDED SURVEY CONTROL
 BN0749
 BN0749  NAD 83(1986)-  30 12 24.49209(N)    099 16 47.72708(W) AD(       ) 1
 BN0749  NAD 27      -  30 12 23.76400(N)    099 16 46.56000(W) AD(       ) 1
 BN0749
 BN0749.Superseded values are not recommended for survey control.
 BN0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0749.See file dsdata.txt to determine how the superseded data were derived.
 BN0749
 BN0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU7305841734(NAD 83)
 BN0749_MARKER: DS = TRIANGULATION STATION DISK
 BN0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0749
 BN0749  HISTORY     - Date     Condition        Report By
 BN0749  HISTORY     - 1935     MONUMENTED       CGS
 BN0749  HISTORY     - 19930812 MARK NOT FOUND   USPSQD
 BN0749  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 BN0749
 BN0749                          STATION DESCRIPTION
 BN0749
 BN0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0749'STATION IS 6-3/4 MILES SSW OF HARPER, 5 MILES NE OF MOUNTAIN
 BN0749'HOME, ABOUT 1 MILE E OF THE GILLESPIE COUNTY LINE, ON A HIGH
 BN0749'POINT ALONG THE DIVIDE BETWEEN THE GUADALUPE AND PEDERNALES
 BN0749'RIVERS, ON THE PROPERTY OF MR. G.W. DUDERSTADT, 100 YARDS
 BN0749'NE OF HIS HOUSE, IN NE CORNER OF HIS ORCHARD, 6 FEET W AND
 BN0749'25 FEET S OF FENCE CORNER.  MARK PROJECTS 6 INCHES ABOVE
 BN0749'THE GROUND.
 BN0749'
 BN0749'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BN0749'BRONZE DISKS SET IN CONCRETE.
 BN0749'
 BN0749'REFERENCE MARK NO. 1 IS S OF STATION, 2 FEET W OF A N-S
 BN0749'FENCE.  MARK PROJECTS 4 INCHES ABOVE THE GROUND.
 BN0749'
 BN0749'REFERENCE MARK NO. 2 IS W OF STATION, 3 FEET S OF EW FENCE.
 BN0749'MARK PROJECTS 4 INCHES ABOVE THE GROUND.
 BN0749'
 BN0749'AZIMUTH MARK IS 0.6 MILE SE OF STATION, IN AN OAK COVERED
 BN0749'TRACT, 250 FEET S OF AN E-W FENCE AND TELEPHONE LINE, 0.4
 BN0749'MILE E OF A N-S FENCE.  MARK PROJECTS 6 INCHES ABOVE THE GROUND.
 BN0749'TO REACH FROM STATION GO 0.1 MILE TO ROAD IN FRONT OF MR.
 BN0749'G.W. DUDERSTADTS HOUSE, TURN LEFT FOR 0.1 MILE TO ROAD FORK,
 BN0749'TAKE DIM RIGHT FORK FOR 0.2 MILE SE TO GATE, PASS THRU GATE
 BN0749'AND FOLLOW DIM ROAD ALONG E-W FENCE FOR 0.4 MILE E, THEN
 BN0749'TURN RIGHT FOR 0.05 MILE S TO MARK.
 BN0749'
 BN0749'TO REACH STATION FROM THE POST OFFICE IN HARPER, GO E ON
 BN0749'STATE HIGHWAY 20, FOR 0.1 MILE, IMMEDIATELY AFTER CROSSING
 BN0749'A CONCRETE BRIDGE TURN RIGHT S ON SIDE ROAD (HARPER-KERRVILLE
 BN0749'ROAD), AND FOLLOW MAIN ROAD FOR 5.65 MILES TO A GATE AND
 BN0749'TWO MAIL BOXES (ONE MARKED G.W. DUDERSTADT), ON THE RIGHT
 BN0749'ACROSS THE WAY FROM A GROUP OF FARM BUILDINGS, TURN RIGHT
 BN0749'THRU GATE AND FOLLOW MAIN ROAD FOR 0.75 MILE S TO ROAD FORKS,
 BN0749'TAKE RIGHT FORK AND GO PAST SMALL SQUARE HOUSE, FOR 0.35 MILE
 BN0749'TO GATE, GO THRU GATE AND CONTINUE FOR 0.2 MILE TO FORKS,
 BN0749'TAKE RIGHT FORK AND KEEP MAIN STRAIGHT ROAD FOR 1.6 MILES TO
 BN0749'ONE STORY HOUSE AND TWO WINDMILLS, HOME OF MR. DUDERSTADT
 BN0749'AND STATION.
 BN0749'
 BN0749'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BN0749
 BN0749                          STATION RECOVERY (1993)
 BN0749
 BN0749'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0749'MARK NOT FOUND.
 BN0749
 BN0749                          STATION RECOVERY (2004)
 BN0749
 BN0749'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1274 ***********************************************************************
 CR1274  DESIGNATION -  DUDLEY
 CR1274  PID         -  CR1274
 CR1274  STATE/COUNTY-  TX/SMITH
 CR1274  USGS QUAD   -  TROUP WEST (1973)
 CR1274
 CR1274                         *CURRENT SURVEY CONTROL
 CR1274  ___________________________________________________________________
 CR1274* NAD 83(1993)-  32 12 14.49809(N)    095 11 25.07532(W)     ADJUSTED  
 CR1274* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 CR1274  ___________________________________________________________________
 CR1274  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 CR1274  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1274
 CR1274  HORZ ORDER  -  SECOND
 CR1274
 CR1274.The horizontal coordinates were established by classical geodetic methods
 CR1274.and adjusted by the National Geodetic Survey in February 1996..
 CR1274
 CR1274.The orthometric height was scaled from a topographic map.
 CR1274
 CR1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1274
 CR1274.The geoid height was determined by GEOID03.
 CR1274
 CR1274;                    North         East     Units Scale Factor Converg.
 CR1274;SPC TXNC     - 2,064,504.459   911,992.060   MT  0.99998117   +1 48 18.3
 CR1274;SPC TXNC     - 6,773,295.05  2,992,093.95   sFT  0.99998117   +1 48 18.3
 CR1274;SPC TX C     - 3,292,511.420 1,184,778.936   MT  1.00010191   +2 38 56.3
 CR1274;SPC TX C     -10,802,181.22  3,887,062.23   sFT  1.00010191   +2 38 56.3
 CR1274;UTM  15      - 3,565,154.552   293,552.131   MT  1.00012563   -1 10 03.7
 CR1274
 CR1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1274!SPC TXNC     -   0.99998327  x   0.99998117  =   0.99996444
 CR1274!SPC TX C     -   0.99998327  x   1.00010191  =   1.00008517
 CR1274!UTM  15      -   0.99998327  x   1.00012563  =   1.00010889
 CR1274
 CR1274:                Primary Azimuth Mark                     Grid Az
 CR1274:SPC TXNC     -  ARP MUNICIPAL TANK                       076 29 06.9
 CR1274:SPC TX C     -  ARP MUNICIPAL TANK                       075 38 28.9
 CR1274:UTM  15      -  ARP MUNICIPAL TANK                       079 27 28.9
 CR1274
 CR1274|---------------------------------------------------------------------|
 CR1274| PID    Reference Object                     Distance      Geod. Az  |
 CR1274|                                                           dddmmss.s |
 CR1274| CR1268 ARP MUNICIPAL TANK                  APPROX.12.4 KM 0781725.2 |
 CR1274| CR1267 TROUP MUNICIPAL TANK                APPROX. 9.6 KM 1330507.3 |
 CR1274| CX9502 DUDLEY RM 1                          54.239 METERS 23035     |
 CR1274| CR1273 WHITEHOUSE MUNICIPAL TANK           APPROX. 4.3 KM 3090241.7 |
 CR1274| CX9503 DUDLEY RM 2                          19.681 METERS 31422     |
 CR1274| CX9501 DUDLEY AZ MK                                       3385341.0 |
 CR1274|---------------------------------------------------------------------|
 CR1274
 CR1274                          SUPERSEDED SURVEY CONTROL
 CR1274
 CR1274  NAD 83(1986)-  32 12 14.50682(N)    095 11 25.06133(W) AD(       ) 2
 CR1274  NAD 27      -  32 12 13.94400(N)    095 11 24.26430(W) AD(       ) 2
 CR1274
 CR1274.Superseded values are not recommended for survey control.
 CR1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1274.See file dsdata.txt to determine how the superseded data were derived.
 CR1274
 CR1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR9355265155(NAD 83)
 CR1274_MARKER: DS = TRIANGULATION STATION DISK
 CR1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1274_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1274+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2000
 CR1274
 CR1274  HISTORY     - Date     Condition        Report By
 CR1274  HISTORY     - 1958     MONUMENTED       CGS
 CR1274  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR1274  HISTORY     - 20001226 GOOD             LOCENG
 CR1274
 CR1274                          STATION DESCRIPTION
 CR1274
 CR1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1274'THE STATION IS LOCATED NEAR THE NORTH EDGE OF A CULTIVATED
 CR1274'FIELD OWNED BY MR. W.P. DUDLEY WHICH IS ABOUT 6 MILES NORTHWEST
 CR1274'OF TROUP, 3 MILES SOUTHEAST OF WHITEHOUSE AND 1 MILE SOUTHWEST
 CR1274'OF LAKE TYLER.  IT IS 64 FEET SOUTHWEST OF THE LARGEST OF
 CR1274'4 OAK TREES AND 27 FEET SOUTH OF THE CENTER OF A DIRT ROAD.
 CR1274'THE MARK IS 1 FOOT BELOW THE SURFACE OF THE GROUND AND IS
 CR1274'STAMPED DUDLEY 1958.
 CR1274'
 CR1274'REFERENCE MARK NO. 1 IS 133 FEET SOUTH OF THE CENTER OF
 CR1274'A DIRT ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 CR1274'5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1274'DUDLEY NO 1 1958.
 CR1274'
 CR1274'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF THE CENTER OF A
 CR1274'DIRT ROAD, 4 FEET NORTH OF A FENCE AND 1 FOOT SOUTHEAST
 CR1274'OF A 10 INCH TREE.  THE MARK PROJECTS 4 INCHES ABOVE THE
 CR1274'SURFACE OF THE GROUND AND IS STAMPED DUDLEY NO 2 1958.
 CR1274'
 CR1274'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF A DIRT
 CR1274'ROAD, 19 FEET SOUTH OF THE CENTER OF A STEEL GATE, 2 FEET
 CR1274'SOUTH OF A WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE
 CR1274'MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 CR1274'IS STAMPED DUDLEY 1958.
 CR1274'
 CR1274'TO REACH THE STATION FROM THE POST OFFICE IN TROUP GO WEST
 CR1274'ON STATE HIGHWAY 110 FOR 3.5 MILES TO A CROSS ROAD.  (THE
 CR1274'FIRST ROAD AFTER CROSSING MUD CREEK).  TURN RIGHT ON THE
 CR1274'OIL ROAD AND GO 2.65 MILES TO A SIDE ROAD LEFT JUST BEFORE
 CR1274'REACHING THE BLACKJACK CHURCH.  TURN LEFT ON THE DIRT ROAD
 CR1274'AND GO 0.6 MILE TO THE HIGHEST PART OF THE HILL AND THE
 CR1274'STATION ON THE LEFT AS DESCRIBED.
 CR1274'
 CR1274'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST AND NORTH
 CR1274'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CR1274'
 CR1274'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 CR1274
 CR1274                          STATION RECOVERY (1991)
 CR1274
 CR1274'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 CR1274'MARK NOT FOUND.
 CR1274
 CR1274                          STATION RECOVERY (2000)
 CR1274
 CR1274'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (REF)
 CR1274'I HAVE BEEN USING THIS TRIG STATION FOR THE PAST 25 YEARS.  I OCCUPIED
 CR1274'THE STATION 12/26/00 FOR 2 HOURS WITH A BASE ON FFA F 12 A 1994 AT THE
 CR1274'HENDERSON AIRPORT.  CAN SEND THE DATA FILES IF DESIRED. WGS
 CR1274'COORDINATES LAT 32 12 14.49667 LON 95 11 25.07701 H 108.0846 SLAT
 CR1274'0.0015M SLON 0.0059 SH 0.0027
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1092 ***********************************************************************
 CT1092  DESIGNATION -  DUDLEY DEPT PUB SAFETY MAST
 CT1092  PID         -  CT1092
 CT1092  STATE/COUNTY-  TX/CALLAHAN
 CT1092  USGS QUAD   -  EULA (1984)
 CT1092
 CT1092                         *CURRENT SURVEY CONTROL
 CT1092  ___________________________________________________________________
 CT1092* NAD 83(1993)-  32 16 29.00327(N)    099 36 46.81949(W)     ADJUSTED  
 CT1092* NAVD 88     -                                                        
 CT1092  ___________________________________________________________________
 CT1092  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CT1092  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 CT1092
 CT1092  HORZ ORDER  -  THIRD
 CT1092
 CT1092.The horizontal coordinates were established by classical geodetic methods
 CT1092.and adjusted by the National Geodetic Survey in February 1996..
 CT1092
 CT1092
 CT1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1092
 CT1092.The geoid height was determined by GEOID03.
 CT1092
 CT1092;                    North         East     Units Scale Factor Converg.
 CT1092;SPC TXNC     - 2,067,984.181   495,149.171   MT  0.99996384   -0 36 25.3
 CT1092;SPC TXNC     - 6,784,711.43  1,624,501.91   sFT  0.99996384   -0 36 25.3
 CT1092;UTM  14      - 3,571,052.247   442,271.195   MT  0.99964110   -0 19 38.4
 CT1092
 CT1092                          SUPERSEDED SURVEY CONTROL
 CT1092
 CT1092  NAD 83(1986)-  32 16 29.01044(N)    099 36 46.80630(W) AD(       ) 4
 CT1092  NAD 27      -  32 16 28.53700(N)    099 36 45.52300(W) AD(       ) 3
 CT1092
 CT1092.Superseded values are not recommended for survey control.
 CT1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1092.See file dsdata.txt to determine how the superseded data were derived.
 CT1092
 CT1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4227171052(NAD 83)
 CT1092_MARKER: 42 = RADIO/TV MAST
 CT1092
 CT1092  HISTORY     - Date     Condition        Report By
 CT1092  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1092
 CT1092                          STATION DESCRIPTION
 CT1092
 CT1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1092'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS APPROXIMATELY 4
 CT1092'MILES SOUTHEAST OF POTOSI ON A HIGH HILL AND 1/2 MILE WEST OF
 CT1092'THE JUNCTION OF STATE HIGHWAY 36 AND FARM ROAD 1178.
 CT1092'
 CT1092'THE MAST IS A LARGE RED AND WHITE STEEL STRUCTURE, GUYED,
 CT1092'WITH A RED LIGHT ON THE TOP AND A LARGE ROUND REFLECTOR NEAR
 CT1092'THE BOTTOM OF THE MAST AND HAS AN OVERALL HEIGHT OF 332 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1093 ***********************************************************************
 CT1093  DESIGNATION -  DUDLEY SW ST TEL CO MICROWAVE
 CT1093  PID         -  CT1093
 CT1093  STATE/COUNTY-  TX/CALLAHAN
 CT1093  USGS QUAD   -  EULA (1984)
 CT1093
 CT1093                         *CURRENT SURVEY CONTROL
 CT1093  ___________________________________________________________________
 CT1093* NAD 83(1993)-  32 16 19.42619(N)    099 36 15.05942(W)     ADJUSTED  
 CT1093* NAVD 88     -                                                        
 CT1093  ___________________________________________________________________
 CT1093  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 CT1093  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CT1093
 CT1093  HORZ ORDER  -  THIRD
 CT1093
 CT1093.The horizontal coordinates were established by classical geodetic methods
 CT1093.and adjusted by the National Geodetic Survey in February 1996..
 CT1093
 CT1093
 CT1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1093
 CT1093.The geoid height was determined by GEOID03.
 CT1093
 CT1093;                    North         East     Units Scale Factor Converg.
 CT1093;SPC TXNC     - 2,067,680.432   495,977.141   MT  0.99996447   -0 36 08.0
 CT1093;SPC TXNC     - 6,783,714.88  1,627,218.34   sFT  0.99996447   -0 36 08.0
 CT1093;UTM  14      - 3,570,752.641   443,100.369   MT  0.99963992   -0 19 21.4
 CT1093
 CT1093                          SUPERSEDED SURVEY CONTROL
 CT1093
 CT1093  NAD 83(1986)-  32 16 19.43336(N)    099 36 15.04619(W) AD(       ) 4
 CT1093  NAD 27      -  32 16 18.96400(N)    099 36 13.77000(W) AD(       ) 3
 CT1093
 CT1093.Superseded values are not recommended for survey control.
 CT1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1093.See file dsdata.txt to determine how the superseded data were derived.
 CT1093
 CT1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4310070753(NAD 83)
 CT1093_MARKER: 44 = MICROWAVE MAST
 CT1093
 CT1093  HISTORY     - Date     Condition        Report By
 CT1093  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1093
 CT1093                          STATION DESCRIPTION
 CT1093
 CT1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1093'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 CT1093'5 MILES SOUTHEAST OF POTOSI, ON A HIGH HILL, AND 1/4 MILE
 CT1093'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 36 AND FARM ROAD 1178.
 CT1093'
 CT1093'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, WITH A
 CT1093'RED LIGHT AND A REFLECTOR ON THE TOP OF THE MAST.  IT HAS AN
 CT1093'OVERALL HEIGHT OF 250 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5264 ***********************************************************************
 AH5264  DESIGNATION -  DUFFAU ET
 AH5264  PID         -  AH5264
 AH5264  STATE/COUNTY-  TX/ERATH
 AH5264  USGS QUAD   -  CLAIRETTE (1979)
 AH5264
 AH5264                         *CURRENT SURVEY CONTROL
 AH5264  ___________________________________________________________________
 AH5264* NAD 83(1993)-  32 03 35.84749(N)    098 04 23.60975(W)     ADJUSTED  
 AH5264* NAVD 88     -       383.2    (meters)    1257.     (feet)  VERTCON   
 AH5264  ___________________________________________________________________
 AH5264  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AH5264  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AH5264
 AH5264  HORZ ORDER  -  THIRD
 AH5264
 AH5264.The horizontal coordinates were established by classical geodetic methods
 AH5264.and adjusted by the National Geodetic Survey in July 1998..
 AH5264
 AH5264.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5264
 AH5264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5264
 AH5264.The geoid height was determined by GEOID03.
 AH5264
 AH5264;                    North         East     Units Scale Factor Converg.
 AH5264;SPC TXNC     - 2,043,695.526   640,301.793   MT  1.00002113   +0 13 57.9
 AH5264;SPC TXNC     - 6,705,024.40  2,100,723.47   sFT  1.00002113   +0 13 57.9
 AH5264;UTM  14      - 3,547,457.161   587,483.523   MT  0.99969438   +0 29 31.1
 AH5264
 AH5264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5264!SPC TXNC     -   0.99994415  x   1.00002113  =   0.99996528
 AH5264!UTM  14      -   0.99994415  x   0.99969438  =   0.99963855
 AH5264
 AH5264                          SUPERSEDED SURVEY CONTROL
 AH5264
 AH5264  NGVD 29 (07/28/98)  383.1    (m)         1257.     (f) VERT ANG       
 AH5264
 AH5264.Superseded values are not recommended for survey control.
 AH5264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5264.See file dsdata.txt to determine how the superseded data were derived.
 AH5264
 AH5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA8748447457(NAD 83)
 AH5264_MARKER: DS = TRIANGULATION STATION DISK
 AH5264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5264_PROJECTION: FLUSH
 AH5264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5264+STABILITY: SURFACE MOTION
 AH5264
 AH5264  HISTORY     - Date     Condition        Report By
 AH5264  HISTORY     - 1961     MONUMENTED       USGS
 AH5264
 AH5264                          STATION DESCRIPTION
 AH5264
 AH5264'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH5264'STATION LIES ABOUT 2 MI. S. AND 3 MI. W. OF DUFFAU, TEXAS, ON SUMMIT
 AH5264'OF RIDGE, 38 FT. NW. OF CENTERLINE OF HIGHWAY, 123 FT. SW. OF A TRACK
 AH5264'RD. TO A FARMHOUSE.
 AH5264'TO REACH FROM DUFFAU, PROCEED SOUTHWESTERLY 3.4 MI. ALONG STATE FARM
 AH5264'ROAD 1824 TO SUMMIT OF RIDGE AND STATION SITE.
 AH5264'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 2
 AH5264'IN. AND STAMPED---DUFFAU ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1295 ***********************************************************************
 AH1295  DESIGNATION -  DUG 1933
 AH1295  PID         -  AH1295
 AH1295  STATE/COUNTY-  TX/NUECES
 AH1295  USGS QUAD   -  PITA ISLAND (1975)
 AH1295
 AH1295                         *CURRENT SURVEY CONTROL
 AH1295  ___________________________________________________________________
 AH1295* NAD 83(1993)-  27 37 27.79887(N)    097 17 37.84996(W)     ADJUSTED  
 AH1295* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1295  ___________________________________________________________________
 AH1295  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH1295  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AH1295
 AH1295  HORZ ORDER  -  SECOND
 AH1295
 AH1295.The horizontal coordinates were established by classical geodetic methods
 AH1295.and adjusted by the National Geodetic Survey in February 1996..
 AH1295
 AH1295.The orthometric height was scaled from a topographic map.
 AH1295
 AH1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1295
 AH1295.The geoid height was determined by GEOID03.
 AH1295
 AH1295;                    North         East     Units Scale Factor Converg.
 AH1295;SPC TX S     - 5,217,472.398   419,040.956   MT  0.99995377   +0 32 51.4
 AH1295;SPC TX S     -17,117,657.36  1,374,803.54   sFT  0.99995377   +0 32 51.4
 AH1295;UTM  14      - 3,056,757.521   668,345.607   MT  0.99994982   +0 47 28.6
 AH1295
 AH1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1295!SPC TX S     -   1.00000378  x   0.99995377  =   0.99995755
 AH1295!UTM  14      -   1.00000378  x   0.99994982  =   0.99995360
 AH1295
 AH1295                          SUPERSEDED SURVEY CONTROL
 AH1295
 AH1295  NAD 83(1986)-  27 37 27.80895(N)    097 17 37.82448(W) AD(       ) 2
 AH1295  NAD 27      -  27 37 26.67500(N)    097 17 36.86200(W) AD(       ) 2
 AH1295
 AH1295.Superseded values are not recommended for survey control.
 AH1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1295.See file dsdata.txt to determine how the superseded data were derived.
 AH1295
 AH1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6834656758(NAD 83)
 AH1295_MARKER: DS = TRIANGULATION STATION DISK
 AH1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1295
 AH1295  HISTORY     - Date     Condition        Report By
 AH1295  HISTORY     - 1933     MONUMENTED       CGS
 AH1295  HISTORY     - 1949     GOOD             CGS
 AH1295  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1295  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1295
 AH1295                          STATION DESCRIPTION
 AH1295
 AH1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1295'ON MAINLAND, ABOUT 5 MILES S OF FLOUR BLUFF POINT, 1.5 MILES
 AH1295'(1.8 MILES BEACH ROAD DISTANCE) S OF STORE OWNED BY W.E.
 AH1295'JOHNSON, ON PROPERTY BELONGING TO EUGENIA WALSH.  STATION IS
 AH1295'ABOUT 80 METERS BACK FROM 4-FOOT BLUFF MARKING THE W SHORE
 AH1295'OF LAGUNA MADRE AND 67 METERS E OF BEACH ROAD.
 AH1295'
 AH1295'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH1295'NO REFERENCE MARK WAS SET.
 AH1295'
 AH1295'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1295'E GABLE OF MAJOR SWANS RESIDENCE AT END OF DON PATRICIO CAUSEWAY
 AH1295'(APPROX. 2 MILES DISTANT), 19 DEG.  INNER PILING OF ROW OF
 AH1295'3 4-INCH PILINGS (APPROX. 60 METERS OFFSHORE), 95 DEG.  N AND
 AH1295'LARGEST ONE OF GROUP OF 7 SCRUB OAK TREES (17 METERS DISTANT),
 AH1295'178 DEG 30 MIN.  18-FOOT WOODEN WINDMILL TOWER (155 METERS
 AH1295'DISTANT), 247 DEG.
 AH1295'
 AH1295'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 AH1295
 AH1295                          STATION RECOVERY (1949)
 AH1295
 AH1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1295'RECOVERED IN GOOD CONDITION.
 AH1295'
 AH1295'TO REACH STATION FROM SOUTH GATE IN CORPUS CHRISTI NAVAL AIR STATION,
 AH1295'PROCEED SSW ON NUECES COUNTY ROAD NO. 3 FOR 4.5 MILES TO S CORNER OF
 AH1295'WALDRON FIELD AND CROSS ROAD.  TURN E ALONG SAND ROAD AND PROCEED
 AH1295'0.9 MILE TO EL CENTRO DRIVE.  TURN NNE ALONG EL CENTRO DRIVE
 AH1295'AND PROCEED 0.5 MILE TO VICINITY OF STATION.
 AH1295'
 AH1295'STATION IS ON THE W SIDE OF LAGUNA MADRE, 359 FEET W OF THE
 AH1295'SHORELINE, 0.9 MILE ESE OF THE ESE SIDE OF WALDRON FIELD,
 AH1295'163 FEET ESE OF THE CENTER LINE OF EL CENTRO DRIVE, 81 FEET
 AH1295'NW OF THE NW CORNER OF A CEMENT-BLOCK DWELLING, HOME OF P.B.
 AH1295'MORRIS, 143 FEET E OF POWER POLE 33, AND 56 FEET NNE OF POWER
 AH1295'POLE 33A.
 AH1295'
 AH1295'STATION MARK IS A BRONZE STATION DISK, STAMPED DUG 1933, SET
 AH1295'IN A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND
 AH1295'SURFACE.
 AH1295
 AH1295                          STATION RECOVERY (1969)
 AH1295
 AH1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1295'THE STATION SITE WAS VISITED AND THE STATION SEARCHED FOR BUT
 AH1295'NO TRACE OF THE MARK COULD BE FOUND.  MEASUREMENTS FROM THE
 AH1295'CORNER OF MR. P.B. MORRIS HOUSE AND THE CENTER OF THE ROAD
 AH1295'PLACE STATION OVER UNDERGROUND GAS LINE.  AREA PRODDED AND
 AH1295'DUG BUT NO SIGN OF MARK FOUND.  MR. MORRIS AIDED IN THE
 AH1295'SEARCH AND SAID THAT TO HIS KNOWLEDGE THE MARK HAS BEEN
 AH1295'DESTROYED.
 AH1295'
 AH1295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHEAST
 AH1295'EDGE OF CORPUS CHRISTI
 AH1295
 AH1295                          STATION RECOVERY (2001)
 AH1295
 AH1295'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0735 ***********************************************************************
 DQ0735  DESIGNATION -  DUGGAN
 DQ0735  PID         -  DQ0735
 DQ0735  STATE/COUNTY-  TX/COCHRAN
 DQ0735  USGS QUAD   -  SOUTH FORK SULPHUR DRAW (1970)
 DQ0735
 DQ0735                         *CURRENT SURVEY CONTROL
 DQ0735  ___________________________________________________________________
 DQ0735* NAD 83(1993)-  33 26 30.90770(N)    102 40 04.90490(W)     ADJUSTED  
 DQ0735* NAVD 88     -      1118.4    (meters)    3669.     (feet)  VERTCON   
 DQ0735  ___________________________________________________________________
 DQ0735  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DQ0735  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 DQ0735
 DQ0735  HORZ ORDER  -  FIRST
 DQ0735
 DQ0735.The horizontal coordinates were established by classical geodetic methods
 DQ0735.and adjusted by the National Geodetic Survey in February 1996..
 DQ0735
 DQ0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0735
 DQ0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0735
 DQ0735.The geoid height was determined by GEOID03.
 DQ0735
 DQ0735;                    North         East     Units Scale Factor Converg.
 DQ0735;SPC TXNC     - 2,204,545.988   212,579.741   MT  0.99989575   -2 16 23.6
 DQ0735;SPC TXNC     - 7,232,747.96    697,438.70   sFT  0.99989575   -2 16 23.6
 DQ0735;UTM  13      - 3,702,711.750   716,774.214   MT  1.00017938   +1 17 08.3
 DQ0735
 DQ0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0735!SPC TXNC     -   0.99982804  x   0.99989575  =   0.99972381
 DQ0735!UTM  13      -   0.99982804  x   1.00017938  =   1.00000739
 DQ0735
 DQ0735|---------------------------------------------------------------------|
 DQ0735| PID    Reference Object                     Distance      Geod. Az  |
 DQ0735|                                                           dddmmss.s |
 DQ0735| CJ6253 DUGGAN RM 1                          34.796 METERS 00839     |
 DQ0735| DQ0732 MALLET                              APPROX.10.7 KM 0861605.0 |
 DQ0735| CJ6254 DUGGAN RM 2                          31.181 METERS 09517     |
 DQ0735| CJ6252 DUGGAN AZ MK                                       2974828.0 |
 DQ0735|---------------------------------------------------------------------|
 DQ0735
 DQ0735                          SUPERSEDED SURVEY CONTROL
 DQ0735
 DQ0735  NAD 83(1993)-  33 26 30.91344(N)    102 40 04.90166(W) AD(       ) 1
 DQ0735  NAD 83(1986)-  33 26 30.91429(N)    102 40 04.90022(W) AD(       ) 1
 DQ0735  NAD 27      -  33 26 30.55800(N)    102 40 03.17400(W) AD(       ) 1
 DQ0735  NGVD 29 (07/19/86) 1118.0    (m)         3668.     (f) VERT ANG       
 DQ0735
 DQ0735.Superseded values are not recommended for survey control.
 DQ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0735.See file dsdata.txt to determine how the superseded data were derived.
 DQ0735
 DQ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT1677402712(NAD 83)
 DQ0735_MARKER: DS = TRIANGULATION STATION DISK
 DQ0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0735
 DQ0735  HISTORY     - Date     Condition        Report By
 DQ0735  HISTORY     - 1935     MONUMENTED       CGS
 DQ0735  HISTORY     - 1938     GOOD             TXHD
 DQ0735
 DQ0735                          STATION DESCRIPTION
 DQ0735
 DQ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0735'STATION IS ABOUT 10 MILES SOUTH-SOUTHWEST OF WHITEFACE AND
 DQ0735'IS ON THE TOP OF A SMALL HILL ABOUT 1-1/4 MILES SOUTHEAST OF
 DQ0735'THE DUGGAN RANCH HOUSE.  THE MARK PROJECTS 4 INCHES.
 DQ0735'
 DQ0735'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND PROJECTS 5
 DQ0735'INCHES.
 DQ0735'
 DQ0735'REFERENCE MARK NO. 2 IS EAST OF THE STATION AND PROJECTS 6
 DQ0735'INCHES.
 DQ0735'
 DQ0735'AZIMUTH MARK IS ABOUT 0.6 MILE WEST-NORTHWEST OF THE STATION.
 DQ0735'IT IS ABOUT 0.7 MILE SOUTH OF THE RANCH BUILDINGS AND IS 1
 DQ0735'FOOT EAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES.
 DQ0735'
 DQ0735'THE STATION IS REACHED FROM WHITEFACE BY GOING SOUTH ON THE
 DQ0735'MAIN ROAD 7.8 MILES, TURN WEST AND GO 2.6 MILES, TURN SOUTH
 DQ0735'AND GO 1.5 MILES.  TURN WEST AND GO 1.3 MILES, TURN OFF THE ROAD,
 DQ0735'PASS THROUGH A STEEL GATE ON THE SOUTH SIDE OF THE ROAD AND GO
 DQ0735'SOUTH 0.7 MILE TO THE DUGGAN RANCH.  PASS THROUGH THE CORRALS
 DQ0735'SOUTHEAST OF THE BUILDINGS AND GO SOUTH ON A DIM TRAIL ALONG
 DQ0735'THE EAST SIDE OF THE FENCE 0.7 MILE TO THE AZIMUTH MARK.  FROM
 DQ0735'THE AZIMUTH MARK BEAR EAST-SOUTHEASTERLY 0.6 MILE TO THE TOP
 DQ0735'OF THE HILL AND THE STATION.
 DQ0735'
 DQ0735'A FIFTY-FOOT TOWER WAS ERECTED.
 DQ0735'
 DQ0735'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0735'BRONZE DISKS SET IN CONCRETE.
 DQ0735
 DQ0735                          STATION RECOVERY (1938)
 DQ0735
 DQ0735'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0735'DESCRIPTION AS GIVEN BY W.R.P. IN REACHING THE STATION IS
 DQ0735'SATISFACTORY.  THE STATION AND REFERENCE MARKS WERE FOUND
 DQ0735'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1808 ***********************************************************************
 AH1808  DESIGNATION -  DUGGER ET
 AH1808  PID         -  AH1808
 AH1808  STATE/COUNTY-  TX/GUADALUPE
 AH1808  USGS QUAD   -  THOMAS SPRINGS (1987)
 AH1808
 AH1808                         *CURRENT SURVEY CONTROL
 AH1808  ___________________________________________________________________
 AH1808* NAD 83(1993)-  29 27 58.80219(N)    097 56 52.43374(W)     ADJUSTED  
 AH1808* NAVD 88     -       177.2    (meters)     581.     (feet)  VERTCON   
 AH1808  ___________________________________________________________________
 AH1808  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AH1808  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AH1808
 AH1808  HORZ ORDER  -  THIRD
 AH1808
 AH1808.The horizontal coordinates were established by classical geodetic methods
 AH1808.and adjusted by the National Geodetic Survey in July 1998..
 AH1808
 AH1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1808
 AH1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1808
 AH1808.The geoid height was determined by GEOID03.
 AH1808
 AH1808;                    North         East     Units Scale Factor Converg.
 AH1808;SPC TXSC     - 4,181,438.652   702,037.058   MT  0.99986586   +0 30 55.6
 AH1808;SPC TXSC     -13,718,603.31  2,303,266.58   sFT  0.99986586   +0 30 55.6
 AH1808;UTM  14      - 3,260,113.990   602,014.282   MT  0.99972841   +0 31 03.3
 AH1808
 AH1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1808!SPC TXSC     -   0.99997626  x   0.99986586  =   0.99984213
 AH1808!UTM  14      -   0.99997626  x   0.99972841  =   0.99970468
 AH1808
 AH1808                          SUPERSEDED SURVEY CONTROL
 AH1808
 AH1808  NGVD 29 (07/28/98)  177.1    (m)          581.     (f) VERT ANG       
 AH1808
 AH1808.Superseded values are not recommended for survey control.
 AH1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1808.See file dsdata.txt to determine how the superseded data were derived.
 AH1808
 AH1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT0201460114(NAD 83)
 AH1808_MARKER: DS = TRIANGULATION STATION DISK
 AH1808
 AH1808  HISTORY     - Date     Condition        Report By
 AH1808  HISTORY     - 1961     MONUMENTED       USGS
 AH1808  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AH1808
 AH1808                          STATION DESCRIPTION
 AH1808
 AH1808'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH1808'STATION IS LOCATED ABOUT 15 MI. N. OF STOCKDALE AND ABOUT 7.4 MI. S.
 AH1808'FROM THE COURTHOUSE AT SEGUIN ALONG STATE HIGHWAY 123, 98 FT. E. OF
 AH1808'THE CENTERLINE OF THE HIGHWAY, 6 FT. W. OF THE RIGHT-OF-WAY FENCE.
 AH1808'TO REACH FROM THE COURTHOUSE AT SEGUIN, PROCEED ALONG STATE HIGHWAY
 AH1808'123 IN A SOUTHERLY DIRECTION FOR 7.4 MI. TO A SLIGHT CURVE IN THE
 AH1808'HIGHWAY AND STATION SITE ON THE LEFT MARKED BY A LARGE, FLAT, ROCK
 AH1808'OUTCROP ALONG THE E. RIGHT-OF-WAY FENCE.
 AH1808'STATION MARK--A STANDARD ALUMINUM TABLET SET IN A CONCRETE POST
 AH1808'PROJECTING 0.1 FT. AND STAMPED---DUGGER ET 1961---.
 AH1808
 AH1808                          STATION RECOVERY (2003)
 AH1808
 AH1808'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AH1808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4896 ***********************************************************************
 AH4896  DESIGNATION -  DUKE ET
 AH4896  PID         -  AH4896
 AH4896  STATE/COUNTY-  TX/BANDERA
 AH4896  USGS QUAD   -  LOVE CREEK (1982)
 AH4896
 AH4896                         *CURRENT SURVEY CONTROL
 AH4896  ___________________________________________________________________
 AH4896* NAD 83(1993)-  29 45 34.40363(N)    099 28 06.13850(W)     ADJUSTED  
 AH4896* NAVD 88     -       710.7    (meters)    2332.     (feet)  VERTCON   
 AH4896  ___________________________________________________________________
 AH4896  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AH4896  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 AH4896
 AH4896  HORZ ORDER  -  THIRD
 AH4896
 AH4896.The horizontal coordinates were established by classical geodetic methods
 AH4896.and adjusted by the National Geodetic Survey in July 1998..
 AH4896
 AH4896.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4896
 AH4896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4896
 AH4896.The geoid height was determined by GEOID03.
 AH4896
 AH4896;                    North         East     Units Scale Factor Converg.
 AH4896;SPC TXSC     - 4,213,568.892   554,705.079   MT  0.99989061   -0 13 46.1
 AH4896;SPC TXSC     -13,824,017.27  1,819,894.91   sFT  0.99989061   -0 13 46.1
 AH4896;UTM  14      - 3,292,234.627   454,717.865   MT  0.99962530   -0 13 56.9
 AH4896
 AH4896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4896!SPC TXSC     -   0.99989193  x   0.99989061  =   0.99978255
 AH4896!UTM  14      -   0.99989193  x   0.99962530  =   0.99951727
 AH4896
 AH4896                          SUPERSEDED SURVEY CONTROL
 AH4896
 AH4896  NGVD 29 (07/28/98)  710.6    (m)         2331.     (f) VERT ANG       
 AH4896
 AH4896.Superseded values are not recommended for survey control.
 AH4896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4896.See file dsdata.txt to determine how the superseded data were derived.
 AH4896
 AH4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT5471892235(NAD 83)
 AH4896_MARKER: DS = TRIANGULATION STATION DISK
 AH4896_SETTING: 66 = SET IN ROCK OUTCROP
 AH4896_PROJECTION: FLUSH
 AH4896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH4896+STABILITY: POSITION/ELEVATION WELL
 AH4896
 AH4896  HISTORY     - Date     Condition        Report By
 AH4896  HISTORY     - 1964     MONUMENTED       USGS
 AH4896
 AH4896                          STATION DESCRIPTION
 AH4896
 AH4896'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH4896'STATION LOCATED ABOUT 10.5 MI. NNE. OF UTOPIA AND 7.5 MI. WNW. OF
 AH4896'TARPLEY ON A HIGH OPEN TOP.  A SLIGHTLY HIGHER TIMBERED TOP IS ABOUT
 AH4896'1000 FT. TO THE SW.
 AH4896'TO REACH FROM THE UTOPIA POST OFFICE, FOLLOW FARM ROAD 187 N. AND E.
 AH4896'2.2 MI. TO T-JUNCTION, GO RIGHT ON FARM ROAD 470 1.0 MI. TO T-RD.,
 AH4896'TURN LEFT AND FOLLOW MAIN TRAVELED RD. 6.1 MI. TO DUKE RANCH HOUSE,
 AH4896'TURN SHARP RIGHT ACROSS CREEK 0.2 MI. AND TURN RIGHT AFTER PASSING
 AH4896'THROUGH SECOND GATE, FOLLOW RD. 0.7 MI. TO WOODEN GATE, CONTINUE ON
 AH4896'RD. 1.8 MI. TO Y-RD. NW. OF WINDMILL, TAKE LEFT FORK AND FOLLOW RD.
 AH4896'NORTHERLY PAST SPRING 1.6 MI. TO SADDLE, TURN LEFT ACROSS COUNTRY 0.1
 AH4896'MI. TO BASE OF HILL AND END OF TRUCK TRAVEL.  PACK UP WOODED TOP AND
 AH4896'CONTINUE N. TO STATION IN APPROXIMATE CENTER OF OPEN TOP.  ABOUT 15
 AH4896'MINUTE PACK.
 AH4896'STATION MARK--STANDARD ALUMINUM TABLET CEMENTED IN FLAT ROCK FLUSH
 AH4896'WITH GROUND, STAMPED---DUKE-ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0670 ***********************************************************************
 EN0670  DESIGNATION -  DUKE RESET
 EN0670  PID         -  EN0670
 EN0670  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0670  USGS QUAD   -  ROLLA NE (1982)
 EN0670
 EN0670                         *CURRENT SURVEY CONTROL
 EN0670  ___________________________________________________________________
 EN0670* NAD 83(1993)-  34 53 34.12624(N)    100 15 58.90926(W)     ADJUSTED  
 EN0670* NAVD 88     -       661.     (meters)    2169.     (feet)  VERTCON   
 EN0670  ___________________________________________________________________
 EN0670  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 EN0670  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EN0670
 EN0670  HORZ ORDER  -  THIRD
 EN0670
 EN0670.The horizontal coordinates were established by classical geodetic methods
 EN0670.and adjusted by the National Geodetic Survey in February 1996..
 EN0670
 EN0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0670
 EN0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0670
 EN0670.The geoid height was determined by GEOID03.
 EN0670
 EN0670;                    North         East     Units Scale Factor Converg.
 EN0670;SPC TX N     - 1,099,749.922   312,754.787   MT  0.99995259   +0 42 53.8
 EN0670;SPC TX N     - 3,608,096.20  1,026,096.33   sFT  0.99995259   +0 42 53.8
 EN0670;UTM  14      - 3,861,888.087   384,288.447   MT  0.99976502   -0 43 28.2
 EN0670
 EN0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0670!SPC TX N     -   0.99990050  x   0.99995259  =   0.99985310
 EN0670!UTM  14      -   0.99990050  x   0.99976502  =   0.99966554
 EN0670
 EN0670|---------------------------------------------------------------------|
 EN0670| PID    Reference Object                     Distance      Geod. Az  |
 EN0670|                                                           dddmmss.s |
 EN0670| CX7108 DUKE RM 3                            26.045 METERS 09018     |
 EN0670| CX7106 DUKE RM 1                             9.908 METERS 09059     |
 EN0670| CX7109 DUKE RM 4                            28.690 METERS 18436     |
 EN0670| CX7105 DUKE AZ MK 2                                       2685957.2 |
 EN0670| CX7104 DUKE AZ MK                                         2690533.5 |
 EN0670| CX7107 DUKE RM 2                            10.875 METERS 27002     |
 EN0670|---------------------------------------------------------------------|
 EN0670
 EN0670                          SUPERSEDED SURVEY CONTROL
 EN0670
 EN0670  NAD 83(1993)-  34 53 34.12791(N)    100 15 58.90948(W) AD(       ) 3
 EN0670  NAD 83(1986)-  34 53 34.12991(N)    100 15 58.90177(W) AD(       ) 3
 EN0670  NAD 27      -  34 53 33.94600(N)    100 15 57.48200(W) AD(       ) 3
 EN0670  NGVD 29 (07/19/86)  661.     (m)         2169.     (f) VERT ANG       
 EN0670
 EN0670.Superseded values are not recommended for survey control.
 EN0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0670.See file dsdata.txt to determine how the superseded data were derived.
 EN0670
 EN0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8428861888(NAD 83)
 EN0670_MARKER: DS = TRIANGULATION STATION DISK
 EN0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0670
 EN0670  HISTORY     - Date     Condition        Report By
 EN0670  HISTORY     - 1951     MONUMENTED       CGS
 EN0670  HISTORY     - 1963     POOR             USGS
 EN0670  HISTORY     - 1966     SEE DESCRIPTION  CGS
 EN0670
 EN0670                          STATION DESCRIPTION
 EN0670
 EN0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0670'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 203
 EN0670'ACROSS THE HIGHWAY FROM A RED BRICK HOUSE NOW USED AS A HOME,
 EN0670'ABOUT 23 MILES AIRLINE EAST OF HEDLEY, ABOUT 10 MILES AIRLINE
 EN0670'WEST OF WELLINGTON, 46 FEET NORTH OF THE CENTERLINE OF THE
 EN0670'HIGHWAY, 12 FEET EAST OF A WITNESS POST AND FENCE CORNER, AND 5
 EN0670'FEET SOUTH OF A WIRE FENCE.  THE STATION MARK IS A BRONZE
 EN0670'DISK STAMPED DUKE 1951 AND IS SET IN A CONCRETE POST
 EN0670'THAT PROJECTS 3 INCHES.
 EN0670'
 EN0670'REFERENCE MARK NO. 1 IS 46 FEET NORTH OF THE CENTERLINE OF
 EN0670'HIGHWAY 203.  THE MARK IS A BRONZE DISK STAMPED DUKE NO 1 1951
 EN0670'AND IS SET IN A CONCRTE POST THAT PROJECTS 3 INCHES.
 EN0670'
 EN0670'REFERENCE MARK NO. 2 IS 46 FEET NORTH OF THE CENTERLINE OF
 EN0670'HIGHWAY 203.  THE MARK IS A BRONZE DISK STAMPED DUKE NO 2 1951
 EN0670'AND IS SET IN A CONCRETE POST THAT PROJECTS 5 INCHES.
 EN0670'
 EN0670'THE AZIMUTH MARK IS LOCATED ON THE RIGHT-OF-WAY OF STATE
 EN0670'HIGHWAY 203, 55 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 EN0670'5 FEET EAST OF A WITNESS POST, AND 2 FEET NORTH OF A WIRE
 EN0670'FENCE.  THE MARK IS A BRONZE DISK STAMPED DUKE 1951 AND IS SET
 EN0670'IN A CONCRETE POST THAT PROJECTS 2 INCHES.
 EN0670'
 EN0670'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY
 EN0670'203 AT THE WEST SIDE OF HEDLEY, GO EAST ON HIGHWAY 203 FOR 15.9
 EN0670'MILES TO A CROSSROADS AT QUAIL, CONTINUE ON EAST ON THE HIGHWAY
 EN0670'FOR 6.6 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST
 EN0670'ON THE HIGHWAY FOR 1 MILE TO THE STATION AS DESCRIBED.
 EN0670
 EN0670                          STATION RECOVERY (1963)
 EN0670
 EN0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EN0670'STATION HAS BEEN DISTRUBED.  ONE REFERENCE MARK WAS FOUND
 EN0670'LYING ON THE GROUND AND THE OTHER IS BELIEVED TO HAVE BEEN
 EN0670'DESTROYED IN THE CULTIVATION OF A FIELD.  THE STATION MARK IS ONE
 EN0670'FOOT FROM A TELEPHONE POLE AND IS TILTED.  IT APPEARDS THE
 EN0670'MARK WAS DUG UP WHEN THE POLE WAS PLACED AND THEN STUCK BACK
 EN0670'IN THE SAME HOLE DUG FOR THE POLE.  IT HAS PROBABLY BEEN MOVED
 EN0670'SEVERAL FEET.
 EN0670
 EN0670                          STATION RECOVERY (1966)
 EN0670
 EN0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 EN0670'THE STATION UNDERGROUND MARK WAS FOUND TO BE IN GOOD CONDITION.
 EN0670'THE STATION SURFACE MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE
 EN0670'AZIMUTH MARK WERE FOUND TO BE DESTROYED.  A NEW SURFACE STATION
 EN0670'MARK, TWO NW REFERENCE MARKS AND A NEW AZIMUTH MARK WERE SET.
 EN0670'
 EN0670'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT 5 MILES
 EN0670'NORTHWEST OF WELLINGTON, ALONG THE NORTH RIGHT-OF-WAY OF STATE
 EN0670'HIGHWAY 203.
 EN0670'
 EN0670'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 EN0670'R.M. HIGHWAY 338 IN WELLINGTON, GO NORTH ON U.S. HIGHWAY 83
 EN0670'FOR 2.8 MILES TO THE JUNCTION OF STATE HIGHWAYS 203.  TURN
 EN0670'LEFT, WEST, ON STATE HGIHWAY 203, GO 3.5 MILES TO THE STATION
 EN0670'ON THE RIGHT.  CONTINUE WEST ON THE HIGHWAY FOR 1.0 MILE TO
 EN0670'THE AZIMUTH MARK ON THE LEFT.
 EN0670'
 EN0670'STATION SURFACE MARK, A STANDARD DISK STMAPED DUKE 1951 1961,
 EN0670'WAS REMARKED DIRECTLY OVER THE SIB-STATION MARK, SET IN A ROUND
 EN0670'CONCRETE POST WHICH IS 16 INCHES IN DIAMETER AND FLUSH WITH THE
 EN0670'SURFACE OF THE GROUND.  IT IS 46 FEET NORTH OF THE CENTER
 EN0670'LINE OF STATE HIGHWAY 203, 12.0 FEET EAST-SOUTHEAST OF A
 EN0670'TELEPHONE POLE WITH A TRIANGULAR BLAZE, AND 9.2 FEET
 EN0670'EAST-SOUTHEAST OF A METAL WITNESS POST.
 EN0670'
 EN0670'THE SUB-STATION MARK, A STANDARD DISK STAMPED DUKE 1951, IS SET
 EN0670'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF
 EN0670'THE GROUND.
 EN0670'
 EN0670'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DUKE 1951 NO 3
 EN0670'1966, IS SET IN A ROUND CONCRETE POST, 10 INCHES IN DIAMETER
 EN0670'AND PROJECTS ABOUT 1 INCH.  IT IS 46 FEET NORTH OF THE CENTER
 EN0670'LINE OF HIGHWAY, AND 93 FEET EAST OF THE METAL WITNESS POST.
 EN0670'
 EN0670'REFERENCE MARK NO. 4, A STANDARD DUKE 1951 NO 4 1966, IS SET
 EN0670'IN A 12 IN X 12 IN CONCRETE POST ABOUT 4 INCHES.  IT IS 48 FEET
 EN0670'SOUTH OF HIGHWAY, 15 FEET EAST OF THE CENTER LINE OF A PRIVATE
 EN0670'DRIVEWAY, AND 7 FEET WEST OF THE MOST WESTERLY 12-INCH ELM
 EN0670'TREE.
 EN0670'
 EN0670'AZIMUTH MARK, A STANDARD DISK STAMPED DUKE 1951 AZ 2 1966, IS
 EN0670'SET IN A ROUND CONCRETE POST, 10 INCHES IN DIAMETER, AND FLUSH
 EN0670'WITH THE SURFACE OF GROUND.  IT IS 52 FEET SOUTH OF THE CENTERLINE
 EN0670'OF HIGHWAY, 27 FEET WEST OF THE CENTER LINE OF A PRIVATE
 EN0670'RANCH ROAD, AND 2 FEET NORTHWEST OF A METAL WITNESS POST.
 EN0670'
 EN0670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 EN0670'NORTHWEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0679 ***********************************************************************
 AO0679  DESIGNATION -  DULL
 AO0679  PID         -  AO0679
 AO0679  STATE/COUNTY-  TX/LA SALLE
 AO0679  USGS QUAD   -  LOS ANGELES (1974)
 AO0679
 AO0679                         *CURRENT SURVEY CONTROL
 AO0679  ___________________________________________________________________
 AO0679* NAD 83(1993)-  28 25 53.07494(N)    099 00 05.32987(W)     ADJUSTED  
 AO0679* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 AO0679  ___________________________________________________________________
 AO0679  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 AO0679  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AO0679
 AO0679  HORZ ORDER  -  FIRST
 AO0679
 AO0679.The horizontal coordinates were established by classical geodetic methods
 AO0679.and adjusted by the National Geodetic Survey in February 1996..
 AO0679
 AO0679.The orthometric height was scaled from a topographic map.
 AO0679
 AO0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0679
 AO0679.The geoid height was determined by GEOID03.
 AO0679
 AO0679;                    North         East     Units Scale Factor Converg.
 AO0679;SPC TXSC     - 4,066,285.475   599,854.959   MT  0.99998655   -0 00 02.6
 AO0679;SPC TXSC     -13,340,804.93  1,968,024.14   sFT  0.99998655   -0 00 02.6
 AO0679;UTM  14      - 3,144,993.340   499,855.015   MT  0.99960000   -0 00 02.5
 AO0679
 AO0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0679!SPC TXSC     -   0.99998337  x   0.99998655  =   0.99996992
 AO0679!UTM  14      -   0.99998337  x   0.99960000  =   0.99958338
 AO0679
 AO0679|---------------------------------------------------------------------|
 AO0679| PID    Reference Object                     Distance      Geod. Az  |
 AO0679|                                                           dddmmss.s |
 AO0679| CV3892 DULL RM 1                                          10542     |
 AO0679| CV3894 DULL RM 3                           131.052 METERS 11105     |
 AO0679| CV3890 DULL AZ MK                                         1754043.0 |
 AO0679| CV3891 DULL AZ MK 2                                       1754821.8 |
 AO0679| CV3893 DULL RM 2                            52.818 METERS 24343     |
 AO0679| AO0681 VORTAC COTULLA COT                  APPROX.12.0 KM 2863020.0 |
 AO0679|---------------------------------------------------------------------|
 AO0679
 AO0679                          SUPERSEDED SURVEY CONTROL
 AO0679
 AO0679  NAD 83(1986)-  28 25 53.07528(N)    099 00 05.30633(W) AD(       ) 1
 AO0679  NAD 27      -  28 25 52.10100(N)    099 00 04.20500(W) AD(       ) 1
 AO0679
 AO0679.Superseded values are not recommended for survey control.
 AO0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0679.See file dsdata.txt to determine how the superseded data were derived.
 AO0679
 AO0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS9985544993(NAD 83)
 AO0679_MARKER: DS = TRIANGULATION STATION DISK
 AO0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0679_STAMPING: DULL 1935
 AO0679_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0679+STABILITY: SURFACE MOTION
 AO0679
 AO0679  HISTORY     - Date     Condition        Report By
 AO0679  HISTORY     - 1935     MONUMENTED       CGS
 AO0679  HISTORY     - 1937     GOOD             TXHD
 AO0679  HISTORY     - 1953     GOOD             CGS
 AO0679  HISTORY     - 1959     GOOD             CGS
 AO0679  HISTORY     - 19910219 GOOD             USGS
 AO0679
 AO0679                          STATION DESCRIPTION
 AO0679
 AO0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0679'STATION IS ON LAND OF MR. R.J. KROCHAWAKI, 2-1/2 MILES S OF LOS
 AO0679'ANGELES AND 1/2 MILE N OF THE COTULLA, FOWLERTON ROAD.  MARK
 AO0679'IS SET IN E FENCE OF BARNYARD ABOUT 200 FEET IN THE REAR (W)
 AO0679'OF FARMHOUSE, OCCUPIED BY SANTIAGO BENAVIDES, AND 37-1/2 FEET
 AO0679'WNW OF THE NW CORNER OF BARN WITH CORRUGATED TIN ROOF.
 AO0679'
 AO0679'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0679'BRONZE DISKS SET IN THE TOPS OF CONCRETE CYLINDERS.
 AO0679'
 AO0679'REFERENCE MARK NO. 1 IS IN W RIGHT-OF-WAY FENCE LINE OF ROAD,
 AO0679'PAST FARM AND STATION, 24 FEET W OF CENTER LINE OF ROAD, 93
 AO0679'FEET S OF ENTRANCE GATE TO FARM.
 AO0679'
 AO0679'REFERENCE MARK NO. 2 IS NS FENCE LINE ON W SIDE OF BARNYARD.
 AO0679'
 AO0679'AZIMUTH MARK IS REACHED BY GOING E FROM STATION TO MAIN ROAD,
 AO0679'THEN S ON HIGHWAY FOR 1.1 MILES TO MARK IN W RIGHT-OF-WAY FENCE,
 AO0679'24 FEET W OF CENTER LINE OF ROAD.
 AO0679'
 AO0679'TO REACH FROM RAILROAD STATION IN LOS ANGELES, GO ESE ALONG
 AO0679'RAILROAD FOR 0.25 MILE THEN TURN RIGHT S AT LARGE HOUSE AND GO
 AO0679'S FOR 2.55 MILES, THEN TURN RIGHT THRU GATE AT TOP OF HILL INTO
 AO0679'FARMYARD.  STATION IS AT REAR OF HOUSE ABOUT 0.1 MILE FROM
 AO0679'HIGHWAY.
 AO0679'
 AO0679'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0679
 AO0679                          STATION RECOVERY (1937)
 AO0679
 AO0679'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AO0679'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 AO0679'CONDITION AND AS DESCRIBED, EXCEPT THAT STATION IS SSW OF SW
 AO0679'CORNER OF BARN INSTEAD OF NNW OF NW CORNER.  DIRECTIONS FOR
 AO0679'LOCATING STATION ARE SATISFACTORY.
 AO0679
 AO0679                          STATION RECOVERY (1953)
 AO0679
 AO0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0679'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 AO0679'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS ESTABLISHED
 AO0679'TO REPLACE REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WAS RESET
 AO0679'AT THIS TIME.  THERE IS NO HOUSE AT STATION SITE.
 AO0679'
 AO0679'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AO0679'
 AO0679'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF LOS ANGELES,
 AO0679'WEST OF FARM ROAD 468 AND IN THE EAST FENCE LINE OF A BARNYARD.
 AO0679'IT IS ON RANCH LAND OWNED BY MR. TUCKER AND LEASED BY MR. IRVIN
 AO0679'GERBERT.
 AO0679'
 AO0679'TO REACH THE STATION FROM THE POST OFFICE IN LOS ANGELES, GO
 AO0679'0.1 MILE EAST ON STATE HIGHWAY 97 TO JUNCTION WITH FARM ROAD
 AO0679'468 TURN RIGHT, GO SOUTH ON ROAD 468 FOR 2.2 MILES TO TOP OF HILL
 AO0679'AND A WIRE GATE ON RIGHT, TURN RIGHT, PASS THROUGH GATE AND GO
 AO0679'WEST 0.1 MILE TO STATION SITE SOUTH OF AN OLD BARN.
 AO0679'
 AO0679'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AO0679'POST PROJECTING 6 INCHES.  IT IS 37 FEET SOUTH OF THE SOUTHWEST
 AO0679'CORNER OF AN OLD BARN AND IS SET IN A NORTH-SOUTH FENCE LINE.
 AO0679'IT IS STAMPED DULL 1935.
 AO0679'
 AO0679'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AO0679'POST PROJECTING 1.0 FOOT.  IT IS STAMPED DULL NO 2 1935.
 AO0679'
 AO0679'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AO0679'POST PROJECTING 8 INCHES.  IT IS 138 FEET SOUTH OF THE CENTER
 AO0679'OF A DRIVEWAY AND WIRE GATE, 36 FEET WEST OF CENTER OF FARM ROAD
 AO0679'468 AND IS STAMPED DULL NO 3 1935.
 AO0679'
 AO0679'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN A SQUARE
 AO0679'CONCRETE POST PROJECTING 7 INCHES.  IT IS 35 FEET WEST OF THE
 AO0679'CENTER OF FARM ROAD 468, 1.0 FOOT WEST OF A FENCE LINE AND IS
 AO0679'STAMPED DULL RESEAT 1953 AZI 1935.
 AO0679'
 AO0679'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1 MILE TO
 AO0679'HIGHWAY THEN GO SOUTH 1.1 MILES ON FARM ROAD 468 TO THE MARK
 AO0679'ON THE RIGHT.  IT IS 0.2 MILE SOUTH OF A CONCRETE BRIDGE.
 AO0679
 AO0679                          STATION RECOVERY (1959)
 AO0679
 AO0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RN)
 AO0679'STATION AND REFERENCE MARKS NO. 2 AND NO. 3 WERE RECOVERED IN
 AO0679'GOOD CONDITION.  UNABLE TO LOCATE REFERENCE MARK NO. 1.
 AO0679'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AO0679
 AO0679                          STATION RECOVERY (1991)
 AO0679
 AO0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991 (JEP)
 AO0679'PRINTED DIRECTIONS ARE INCORRECT.  TO REACH THE STATION FROM LOS
 AO0679'ANGELES, AT THE JUNCTION OF STATE HWY 97 AND FM HWY 469, GO SOUTH ON
 AO0679'HWY 469 FOR 2.2 MILES (3.5 KM) TO TOP OF HILL AND GATE ON RIGHT, TURN
 AO0679'RIGHT THRU GATE AND GO WEST 0.1 MILE (0.2 KM) TO STATION SITE SOUTH OF
 AO0679'ROAD.  THERE IS NO LONGER A BARN NEAR STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1410 ***********************************************************************
 FL1410  DESIGNATION -  DUMAS AIRPORT
 FL1410  PID         -  FL1410
 FL1410  STATE/COUNTY-  TX/MOORE
 FL1410  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1410
 FL1410                         *CURRENT SURVEY CONTROL
 FL1410  ___________________________________________________________________
 FL1410* NAD 83(1986)-  35 50 59.     (N)    101 57 44.     (W)     SCALED    
 FL1410* NAVD 88     -      1112.877  (meters)    3651.16   (feet)  ADJUSTED  
 FL1410  ___________________________________________________________________
 FL1410  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL1410  DYNAMIC HT  -        1111.586 (meters)    3646.93  (feet)  COMP
 FL1410  MODELED GRAV-     979,435.3   (mgal)                       NAVD 88
 FL1410
 FL1410  VERT ORDER  -  SECOND    CLASS 0
 FL1410
 FL1410.This mark is at Moore Co (DUX) Airport (DUX)
 FL1410
 FL1410.The horizontal coordinates were scaled from a topographic map and have
 FL1410.an estimated accuracy of +/- 6 seconds.
 FL1410
 FL1410.The orthometric height was determined by differential leveling
 FL1410.and adjusted by the National Geodetic Survey in June 1991..
 FL1410
 FL1410.The geoid height was determined by GEOID03.
 FL1410
 FL1410.The dynamic height is computed by dividing the NAVD 88
 FL1410.geopotential number by the normal gravity value computed on the
 FL1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1410.degrees latitude (g = 980.6199 gals.).
 FL1410
 FL1410.The modeled gravity was interpolated from observed gravity values.
 FL1410
 FL1410;                    North         East    Units  Estimated Accuracy
 FL1410;SPC TX N     - 1,205,300.      158,250.      MT  (+/- 180 meters Scaled)
 FL1410
 FL1410                          SUPERSEDED SURVEY CONTROL
 FL1410
 FL1410  NGVD 29 (??/??/92) 1112.316  (m)         3649.32   (f) ADJ UNCH    2 0
 FL1410
 FL1410.Superseded values are not recommended for survey control.
 FL1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1410.See file dsdata.txt to determine how the superseded data were derived.
 FL1410
 FL1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE324713(NAD 83)
 FL1410_MARKER: DB = BENCH MARK DISK
 FL1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1410_STAMPING: DUMAS AIRPORT 1943
 FL1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1410+STABILITY: SURFACE MOTION
 FL1410
 FL1410  HISTORY     - Date     Condition        Report By
 FL1410  HISTORY     - 1943     MONUMENTED       CGS
 FL1410
 FL1410                          STATION DESCRIPTION
 FL1410
 FL1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1410'1.05 MI SE FROM DUMAS.
 FL1410'THIS MARK IS ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 287 AND 0.6 MILE
 FL1410'EAST ALONG A GRADED ROAD FROM THE COURT HOUSE AT DUMAS, MOORE COUNTY,
 FL1410'SET AT THE NORTHWEST CORNER OF THE AIRPORT OFFICE, 77.0 FEET NORTHEAST
 FL1410'OF THE NORTHEAST CORNER OF THE HANGAR, 42.0 FEET SOUTH OF THE CENTER
 FL1410'LINE OF THE ROAD, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2066 ***********************************************************************
 FL2066  DESIGNATION -  DUMAS AIRPORT
 FL2066  PID         -  FL2066
 FL2066  STATE/COUNTY-  TX/MOORE
 FL2066  USGS QUAD   -  DUMAS SOUTH (1965)
 FL2066
 FL2066                         *CURRENT SURVEY CONTROL
 FL2066  ___________________________________________________________________
 FL2066* NAD 83(1993)-  35 50 37.00099(N)    101 57 41.78213(W)     ADJUSTED  
 FL2066* NAVD 88     -      1112.87   (+/-2cm)    3651.1    (feet)  VERTCON   
 FL2066  ___________________________________________________________________
 FL2066  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 FL2066  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL2066
 FL2066  HORZ ORDER  -  THIRD
 FL2066  VERT ORDER  -  THIRD ? (See Below)
 FL2066
 FL2066.This mark is at Moore Co (DUX) Airport (DUX)
 FL2066
 FL2066.The horizontal coordinates were established by classical geodetic methods
 FL2066.and adjusted by the National Geodetic Survey in February 1996..
 FL2066
 FL2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL2066.The vertical order pertains to the NGVD 29 superseded value.
 FL2066
 FL2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2066
 FL2066.The geoid height was determined by GEOID03.
 FL2066
 FL2066;                    North         East     Units Scale Factor Converg.
 FL2066;SPC TX N     - 1,204,624.197   158,300.589   MT  0.99993840   -0 16 03.1
 FL2066;SPC TX N     - 3,952,171.22    519,357.85   sFT  0.99993840   -0 16 03.1
 FL2066;UTM  14      - 3,970,653.171   232,513.731   MT  1.00048174   -1 44 07.0
 FL2066;UTM  13      - 3,970,866.070   774,423.611   MT  1.00052808   +1 46 49.1
 FL2066
 FL2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2066!SPC TX N     -   0.99982949  x   0.99993840  =   0.99976790
 FL2066!UTM  14      -   0.99982949  x   1.00048174  =   1.00031115
 FL2066!UTM  13      -   0.99982949  x   1.00052808  =   1.00035748
 FL2066
 FL2066|---------------------------------------------------------------------|
 FL2066| PID    Reference Object                     Distance      Geod. Az  |
 FL2066|                                                           dddmmss.s |
 FL2066| CJ6259 DUMAS AIRPORT RM 1                   11.469 METERS 00831     |
 FL2066| CJ6260 DUMAS AIRPORT RM 2                    8.507 METERS 25145     |
 FL2066| CJ6258 DUMAS AIRPORT AZ MK                                2645319.3 |
 FL2066| FL1869 DUMAS MOORE CO N GRAIN ELEV         APPROX. 2.7 KM 3214707.2 |
 FL2066|---------------------------------------------------------------------|
 FL2066
 FL2066                          SUPERSEDED SURVEY CONTROL
 FL2066
 FL2066  NAD 83(1993)-  35 50 37.00016(N)    101 57 41.78134(W) AD(       ) 3
 FL2066  NAD 83(1986)-  35 50 37.00804(N)    101 57 41.77154(W) AD(       ) 3
 FL2066  NAD 27      -  35 50 36.86800(N)    101 57 40.13100(W) AD(       ) 3
 FL2066  NGVD 29 (07/19/86) 1112.32   (m)         3649.3    (f) LEVELING    3  
 FL2066
 FL2066.Superseded values are not recommended for survey control.
 FL2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2066.See file dsdata.txt to determine how the superseded data were derived.
 FL2066
 FL2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3251470653(NAD 83)
 FL2066_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FL2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2066+STABILITY: SURFACE MOTION
 FL2066
 FL2066  HISTORY     - Date     Condition        Report By
 FL2066  HISTORY     - 1953     MONUMENTED       CGS
 FL2066  HISTORY     - 1973     SEE DESCRIPTION  USAF
 FL2066
 FL2066                          STATION DESCRIPTION
 FL2066
 FL2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL2066'STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF DUMAS, 0.6 MILE
 FL2066'EAST OF U.S. HIGHWAY 87 IN THE SOUTHEAST CORNER OF DUMAS AIRPORT.
 FL2066'
 FL2066'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 FL2066'HIGHWAY 87 AND FARM ROAD 722, IN THE SOUTH PART OF DUMAS, GO SOUTH
 FL2066'ON U.S. HIGHWAY 87 FOR 0.6 MILE TO DIRT ROAD ON THE LEFT.
 FL2066'(AZIMUTH MARK IS AT FENCE CORNER ON THE EAST SIDE OF U.S.
 FL2066'HIGHWAY 87).  TURN LEFT AND GO 0.5 MILE TO FORK.  TAKE LEFT FORK,
 FL2066'ALONG THE WEST SIDE OF FENCE, 0.1 MILE TO FENCE CORNER.  TURN
 FL2066'RIGHT AND GO EAST, ALONG THE NORTH SIDE OF FENCE, FOR 0.1 MILE
 FL2066'TO STATION IN FENCE CORNER.
 FL2066'
 FL2066'STATION, STAMPED DUMAS AIRPORT 1953, IS A STANDARD USC AND
 FL2066'GS BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 12
 FL2066'INCHES IN DIAMETER.  IT IS 9.0 FEET NORTH OF FENCE LINE,
 FL2066'5.0 FEET WEST OF FENCE LINE AND PROJECTS ABOUT 8 INCHES ABOVE
 FL2066'THE GROUND.
 FL2066'
 FL2066'R.M. 1, STAMPED DUMAS AIRPORT NO 1 1953, IS A STANDARD USC AND
 FL2066'GS BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 12
 FL2066'INCHES IN DIAMETER AND PROJECTS ABOUT 8 INCHES.  IT IS 1 FOOT
 FL2066'WEST OF FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FL2066'
 FL2066'R.M. 2, STAMPED DUMAS AIRPORT NO 2 1953, IS A STANDARD USC AND
 FL2066'GS BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 12
 FL2066'INCHES IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 FL2066'IT IS 1-1/2 FEET NORTH OF FENCE LINE AND ABOUT THE SAME ELEVATION
 FL2066'AS THE STATION.
 FL2066'
 FL2066'AZIMUTH MARK, STAMPED DUMAS AIRPORT 1953, IS A STANDARD USC
 FL2066'AND GS BRONZE DISK SET IN THE TOP OF A CONCRETE CYLINDER THAT
 FL2066'IS 12 INCHES IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE
 FL2066'GROUND.  IT IS 50.0 FEET WEST OF THE CENTER LINE OF U.S.
 FL2066'HIGHWAY 87, AND 20.0 FEET SOUTH OF THE CENTER LINE OF A DIRT
 FL2066'ROAD.
 FL2066
 FL2066                          STATION RECOVERY (1973)
 FL2066
 FL2066'RECOVERY NOTE BY US AIR FORCE 1973
 FL2066'STATION AND REFERENCE MARKS FOUND OUT OF GROUND AND ON THEIR
 FL2066'SIDES.  STATION DISK IS NO LONGER IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1482 ***********************************************************************
 FL1482  DESIGNATION -  DUMAS AZ MK
 FL1482  PID         -  FL1482
 FL1482  STATE/COUNTY-  TX/MOORE
 FL1482  USGS QUAD   -  DUMAS NORTH (1965)
 FL1482
 FL1482                         *CURRENT SURVEY CONTROL
 FL1482  ___________________________________________________________________
 FL1482* NAD 83(1986)-  35 53 38.     (N)    101 57 47.     (W)     SCALED    
 FL1482* NAVD 88     -      1109.973  (meters)    3641.64   (feet)  ADJUSTED  
 FL1482  ___________________________________________________________________
 FL1482  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1482  DYNAMIC HT  -        1108.690 (meters)    3637.43  (feet)  COMP
 FL1482  MODELED GRAV-     979,439.4   (mgal)                       NAVD 88
 FL1482
 FL1482  VERT ORDER  -  SECOND    CLASS 0
 FL1482
 FL1482.The horizontal coordinates were scaled from a topographic map and have
 FL1482.an estimated accuracy of +/- 6 seconds.
 FL1482
 FL1482.The orthometric height was determined by differential leveling
 FL1482.and adjusted by the National Geodetic Survey in June 1991..
 FL1482.WARNING-Repeat measurements at this control monument indicate possible
 FL1482.vertical movement.
 FL1482
 FL1482.The geoid height was determined by GEOID03.
 FL1482
 FL1482.The dynamic height is computed by dividing the NAVD 88
 FL1482.geopotential number by the normal gravity value computed on the
 FL1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1482.degrees latitude (g = 980.6199 gals.).
 FL1482
 FL1482.The modeled gravity was interpolated from observed gravity values.
 FL1482
 FL1482;                    North         East    Units  Estimated Accuracy
 FL1482;SPC TX N     - 1,210,200.      158,200.      MT  (+/- 180 meters Scaled)
 FL1482
 FL1482                          SUPERSEDED SURVEY CONTROL
 FL1482
 FL1482  NGVD 29 (??/??/92) 1109.431  (m)         3639.86   (f) ADJ UNCH    2 0
 FL1482
 FL1482.Superseded values are not recommended for survey control.
 FL1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1482.See file dsdata.txt to determine how the superseded data were derived.
 FL1482
 FL1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE325762(NAD 83)
 FL1482_MARKER: DZ = AZIMUTH MARK DISK
 FL1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1482_STAMPING: DUMAS AZIMUTH 1935
 FL1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1482+STABILITY: SURFACE MOTION
 FL1482
 FL1482  HISTORY     - Date     Condition        Report By
 FL1482  HISTORY     - 1935     MONUMENTED       CGS
 FL1482  HISTORY     - 1943     GOOD             NGS
 FL1482
 FL1482                          STATION DESCRIPTION
 FL1482
 FL1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1482'3.3 MI NE FROM DUMAS.
 FL1482'THIS MARK IS ABOUT 2.5 MILES NORTH ALONG U.S. HIGHWAY 287 AND ABOUT
 FL1482'0.8 MILE EAST ALONG A GRADED ROAD FROM THE COURT HOUSE AT DUMAS, MOORE
 FL1482'COUNTY, SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF THE ROAD AND
 FL1482'A NORTH-SOUTH CROSS ROAD, 31.0 FEET EAST OF THE CENTER LINE OF THE
 FL1482'NORTH-SOUTH ROAD, 25.0 FEET WEST OF A POWER LINE BRACE POLE, 43.0 FEET
 FL1482'SOUTH OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 6-INCHES ABOVE
 FL1482'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1871 ***********************************************************************
 FL1871  DESIGNATION -  DUMAS COOP S GRAIN ELEVATOR
 FL1871  PID         -  FL1871
 FL1871  STATE/COUNTY-  TX/MOORE
 FL1871  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1871
 FL1871                         *CURRENT SURVEY CONTROL
 FL1871  ___________________________________________________________________
 FL1871* NAD 83(1993)-  35 51 38.78684(N)    101 58 49.38417(W)     ADJUSTED  
 FL1871* NAVD 88     -                                                        
 FL1871  ___________________________________________________________________
 FL1871  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 FL1871  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL1871
 FL1871  HORZ ORDER  -  THIRD
 FL1871
 FL1871.The horizontal coordinates were established by classical geodetic methods
 FL1871.and adjusted by the National Geodetic Survey in February 1996..
 FL1871
 FL1871
 FL1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1871
 FL1871.The geoid height was determined by GEOID03.
 FL1871
 FL1871;                    North         East     Units Scale Factor Converg.
 FL1871;SPC TX N     - 1,206,536.454   156,613.504   MT  0.99994067   -0 16 42.2
 FL1871;SPC TX N     - 3,958,445.02    513,822.80   sFT  0.99994067   -0 16 42.2
 FL1871;UTM  14      - 3,972,609.096   230,875.298   MT  1.00049258   -1 44 49.2
 FL1871;UTM  13      - 3,972,717.889   772,668.240   MT  1.00051624   +1 46 12.1
 FL1871
 FL1871                          SUPERSEDED SURVEY CONTROL
 FL1871
 FL1871  NAD 83(1993)-  35 51 38.78606(N)    101 58 49.38352(W) AD(       ) 4
 FL1871  NAD 83(1986)-  35 51 38.79385(N)    101 58 49.37313(W) AD(       ) 4
 FL1871  NAD 27      -  35 51 38.66000(N)    101 58 47.72100(W) AD(       ) 3
 FL1871
 FL1871.Superseded values are not recommended for survey control.
 FL1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1871.See file dsdata.txt to determine how the superseded data were derived.
 FL1871
 FL1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3087572609(NAD 83)
 FL1871_MARKER: 65 = GRAIN ELEVATOR
 FL1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1871+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FL1871
 FL1871  HISTORY     - Date     Condition        Report By
 FL1871  HISTORY     - 1953     FIRST OBSERVED   CGS
 FL1871  HISTORY     - 20040805 GOOD             USPSQD
 FL1871
 FL1871                          STATION DESCRIPTION
 FL1871
 FL1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1871'THE ELEVATOR IS LOCATED IN THE WEST PART OF DUMAS, AND IS
 FL1871'THE SOUTHERLY ONE OF TWO LARGE ELEVATORS.
 FL1871'
 FL1871'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE CONSISTING OF
 FL1871'ABOUT 20 TANKS, AND IS ABOUT 105 FEET HIGH WITH A 40 FOOT
 FL1871'HEADHOUSE.  THE CENTER OF THE HEADHOUSE WAS INTERSECTED.
 FL1871
 FL1871                          STATION RECOVERY (2004)
 FL1871
 FL1871'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1870 ***********************************************************************
 FL1870  DESIGNATION -  DUMAS E MUNICIPAL TANK
 FL1870  PID         -  FL1870
 FL1870  STATE/COUNTY-  TX/MOORE
 FL1870  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1870
 FL1870                         *CURRENT SURVEY CONTROL
 FL1870  ___________________________________________________________________
 FL1870* NAD 83(1993)-  35 51 46.30714(N)    101 58 00.21760(W)     ADJUSTED  
 FL1870* NAVD 88     -                                                        
 FL1870  ___________________________________________________________________
 FL1870  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 FL1870  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL1870
 FL1870  HORZ ORDER  -  THIRD
 FL1870
 FL1870.The horizontal coordinates were established by classical geodetic methods
 FL1870.and adjusted by the National Geodetic Survey in February 1996..
 FL1870
 FL1870
 FL1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1870
 FL1870.The geoid height was determined by GEOID03.
 FL1870
 FL1870;                    North         East     Units Scale Factor Converg.
 FL1870;SPC TX N     - 1,206,762.314   157,848.071   MT  0.99994095   -0 16 13.7
 FL1870;SPC TX N     - 3,959,186.03    517,873.21   sFT  0.99994095   -0 16 13.7
 FL1870;UTM  14      - 3,972,803.348   232,115.928   MT  1.00048436   -1 44 20.7
 FL1870;UTM  13      - 3,972,987.892   773,894.655   MT  1.00052450   +1 46 41.3
 FL1870
 FL1870                          SUPERSEDED SURVEY CONTROL
 FL1870
 FL1870  NAD 83(1993)-  35 51 46.30639(N)    101 58 00.21659(W) AD(       ) 4
 FL1870  NAD 83(1986)-  35 51 46.31419(N)    101 58 00.20632(W) AD(       ) 4
 FL1870  NAD 27      -  35 51 46.17600(N)    101 57 58.56500(W) AD(       ) 3
 FL1870
 FL1870.Superseded values are not recommended for survey control.
 FL1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1870.See file dsdata.txt to determine how the superseded data were derived.
 FL1870
 FL1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3211672803(NAD 83)
 FL1870_MARKER: 53 = ELEVATED TANK
 FL1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1870+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 FL1870
 FL1870  HISTORY     - Date     Condition        Report By
 FL1870  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1870  HISTORY     - 1953     GOOD             CGS
 FL1870  HISTORY     - 20040808 GOOD             USPSQD
 FL1870
 FL1870                          STATION DESCRIPTION
 FL1870
 FL1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1870'LOCATED 1/2 MILE NORTHEAST OF THE CENTER OF THE BUSINESS
 FL1870'SECTION OF DUMAS, JUST SOUTHWEST OF THE INTERSECTION OF
 FL1870'ZAUK AVE. WITH 3RD ST., IN THE CENTER OF A SMALL PARK WHICH
 FL1870'IS ONE BLOCK NORTHWEST OF A SCHOOL BUILDING.
 FL1870'
 FL1870'STATION IS THE TOP OF THE FINIAL AT THE CENTER AND TOP OF THE
 FL1870'ROUND ROOF OF THE TANK.  THE TANK IS CYLINDRICAL WITH ROUND
 FL1870'ROOF AND BOTTOM, AND IS ELEVATED ON A 6 LEGGED STEEL STRUCTURE
 FL1870'TO A HEIGHT OF ABOUT 120 FEET.  TANK AND SCAFFOLD ARE PAINTED
 FL1870'SILVER.
 FL1870
 FL1870                          STATION RECOVERY (1953)
 FL1870
 FL1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1870'THE TANK IS LOCATED IN THE NORTHEAST PART OF DUMAS, NEAR THE
 FL1870'INTERSECTION OF THIRD STREET AND ZAUK AVENUE.
 FL1870'
 FL1870'THE TANK IS A STEEL TANK WITH A DOME SHAPED TOP MOUNTED ON
 FL1870'TOP OF A SIX LEGGED STEEL STRUCTURE, AND IS ABOUT 130 FEET
 FL1870'HIGH.  THE BALL ON TOP WAS INTERSECTED.
 FL1870
 FL1870                          STATION RECOVERY (2004)
 FL1870
 FL1870'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FL1870'RECOVERED AS DESCRIBED. THE TANK IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1869 ***********************************************************************
 FL1869  DESIGNATION -  DUMAS MOORE CO N GRAIN ELEV
 FL1869  PID         -  FL1869
 FL1869  STATE/COUNTY-  TX/MOORE
 FL1869  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1869
 FL1869                         *CURRENT SURVEY CONTROL
 FL1869  ___________________________________________________________________
 FL1869* NAD 83(1993)-  35 51 46.46858(N)    101 58 48.97849(W)     ADJUSTED  
 FL1869* NAVD 88     -                                                        
 FL1869  ___________________________________________________________________
 FL1869  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 FL1869  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL1869
 FL1869  HORZ ORDER  -  THIRD
 FL1869
 FL1869.The horizontal coordinates were established by classical geodetic methods
 FL1869.and adjusted by the National Geodetic Survey in February 1996..
 FL1869
 FL1869
 FL1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1869
 FL1869.The geoid height was determined by GEOID03.
 FL1869
 FL1869;                    North         East     Units Scale Factor Converg.
 FL1869;SPC TX N     - 1,206,773.148   156,624.832   MT  0.99994096   -0 16 42.0
 FL1869;SPC TX N     - 3,959,221.57    513,859.97   sFT  0.99994096   -0 16 42.0
 FL1869;UTM  14      - 3,972,845.553   230,892.698   MT  1.00049246   -1 44 49.3
 FL1869;UTM  13      - 3,972,954.973   772,671.101   MT  1.00051626   +1 46 12.7
 FL1869
 FL1869                          SUPERSEDED SURVEY CONTROL
 FL1869
 FL1869  NAD 83(1993)-  35 51 46.46778(N)    101 58 48.97793(W) AD(       ) 4
 FL1869  NAD 83(1986)-  35 51 46.47567(N)    101 58 48.96736(W) AD(       ) 4
 FL1869  NAD 27      -  35 51 46.33300(N)    101 58 47.32400(W) AD(       ) 3
 FL1869
 FL1869.Superseded values are not recommended for survey control.
 FL1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1869.See file dsdata.txt to determine how the superseded data were derived.
 FL1869
 FL1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3089372846(NAD 83)
 FL1869_MARKER: 65 = GRAIN ELEVATOR
 FL1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1869+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 FL1869
 FL1869  HISTORY     - Date     Condition        Report By
 FL1869  HISTORY     - 1953     FIRST OBSERVED   CGS
 FL1869  HISTORY     - 20040808 GOOD             USPSQD
 FL1869
 FL1869                          STATION DESCRIPTION
 FL1869
 FL1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1869'THE ELEVATOR IS LOCATED IN THE WEST PART OF DUMAS, AND IS
 FL1869'THE NORTHERLY ONE OF TWO LARGE ELEVATORS.
 FL1869'
 FL1869'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE CONSISTING OF
 FL1869'FOUR LARGE TANKS, AND IS ABOUT 110 FEET HIGH WITH A 40 FOOT
 FL1869'HEADHOUSE.  THE CENTER OF THE HEADHOUSE WAS INTERSECTED.
 FL1869
 FL1869                          STATION RECOVERY (2004)
 FL1869
 FL1869'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FL1869'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1868 ***********************************************************************
 FL1868  DESIGNATION -  DUMAS PHILLIPS PETROLEUM MAST
 FL1868  PID         -  FL1868
 FL1868  STATE/COUNTY-  TX/MOORE
 FL1868  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1868
 FL1868                         *CURRENT SURVEY CONTROL
 FL1868  ___________________________________________________________________
 FL1868* NAD 83(1993)-  35 51 05.93929(N)    101 58 46.00281(W)     ADJUSTED  
 FL1868* NAVD 88     -                                                        
 FL1868  ___________________________________________________________________
 FL1868  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 FL1868  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1868
 FL1868  HORZ ORDER  -  THIRD
 FL1868
 FL1868.The horizontal coordinates were established by classical geodetic methods
 FL1868.and adjusted by the National Geodetic Survey in February 1996..
 FL1868
 FL1868
 FL1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1868
 FL1868.The geoid height was determined by GEOID03.
 FL1868
 FL1868;                    North         East     Units Scale Factor Converg.
 FL1868;SPC TX N     - 1,205,523.713   156,693.425   MT  0.99993945   -0 16 40.3
 FL1868;SPC TX N     - 3,955,122.38    514,085.01   sFT  0.99993945   -0 16 40.3
 FL1868;UTM  14      - 3,971,594.080   230,929.270   MT  1.00049222   -1 44 45.9
 FL1868;UTM  13      - 3,971,708.070   772,784.373   MT  1.00051702   +1 46 12.7
 FL1868
 FL1868                          SUPERSEDED SURVEY CONTROL
 FL1868
 FL1868  NAD 83(1993)-  35 51 05.93854(N)    101 58 46.00144(W) AD(       ) 4
 FL1868  NAD 83(1986)-  35 51 05.94622(N)    101 58 45.99169(W) AD(       ) 4
 FL1868  NAD 27      -  35 51 05.80900(N)    101 58 44.34600(W) AD(       ) 3
 FL1868
 FL1868.Superseded values are not recommended for survey control.
 FL1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1868.See file dsdata.txt to determine how the superseded data were derived.
 FL1868
 FL1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3092971594(NAD 83)
 FL1868_MARKER: 42 = RADIO/TV MAST
 FL1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1868+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FL1868
 FL1868  HISTORY     - Date     Condition        Report By
 FL1868  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1868  HISTORY     - 1953     GOOD             CGS
 FL1868  HISTORY     - 20040805 GOOD             USPSQD
 FL1868
 FL1868                          STATION DESCRIPTION
 FL1868
 FL1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1868'LOCATED IN THE SOUTHWEST CORNER OF DUMAS, 0.5 MILE SOUTH AND
 FL1868'0.3 MILE WEST OF THE CENTER OF THE BUSINESS SECTION, NORTHEAST
 FL1868'OF THE CORNER OF THE INTERSECTION OF 14TH ST. WITH TWICHELL
 FL1868'AVE.
 FL1868'
 FL1868'STATION IS THE TOP OF THE SLENDER WEB-WORK STEEL MAST SUPPORTING
 FL1868'THE ANTENNA OF THE PHILLIPS PETROLEUM CO. PRIVATE RADIO
 FL1868'STATION.  THE MAST IS ABOUT 150 FEET HIGH, PAINTED IN ALTERNATE
 FL1868'ORANGE AND WHITE SECTIONS, AND HAS RED WARNING LIGHTS AT
 FL1868'TOP AND ON LOWER SECTIONS.  THERE IS A SMALL CONTROL SHED
 FL1868'100 FEET TO THE SOUTHEAST FACING 14TH ST.
 FL1868
 FL1868                          STATION RECOVERY (1953)
 FL1868
 FL1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1868'THE MAST IS LOCATED IN THE SOUTHWEST PART OF DUMAS, AND IS
 FL1868'OWNED BY THE PHILLIPS PETROLEUM COMPANY.
 FL1868'
 FL1868'THE MAST IS OF STEEL CONSTRUCTION AND IS 195 FEET HIGH WITH
 FL1868'A 10 FOOT ANTENNA ON TOP.  THE CENTER OF THE MAST WAS INTERSECTED.
 FL1868
 FL1868                          STATION RECOVERY (2004)
 FL1868
 FL1868'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1480 ***********************************************************************
 FL1480  DESIGNATION -  DUMAS RESET
 FL1480  PID         -  FL1480
 FL1480  STATE/COUNTY-  TX/MOORE
 FL1480  USGS QUAD   -  DUMAS NORTH (1965)
 FL1480
 FL1480                         *CURRENT SURVEY CONTROL
 FL1480  ___________________________________________________________________
 FL1480* NAD 83(1993)-  35 53 39.63574(N)    101 57 12.11020(W)     ADJUSTED  
 FL1480* NAVD 88     -      1114.36   (+/-2cm)    3656.0    (feet)  VERTCON   
 FL1480  ___________________________________________________________________
 FL1480  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 FL1480  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1480
 FL1480  HORZ ORDER  -  FIRST
 FL1480  VERT ORDER  -  THIRD (See Below)
 FL1480
 FL1480.The horizontal coordinates were established by classical geodetic methods
 FL1480.and adjusted by the National Geodetic Survey in November 1994..
 FL1480
 FL1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1480.The vertical order pertains to the NGVD 29 superseded value.
 FL1480
 FL1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1480
 FL1480.The geoid height was determined by GEOID03.
 FL1480
 FL1480;                    North         East     Units Scale Factor Converg.
 FL1480;SPC TX N     - 1,210,249.400   159,070.959   MT  0.99994536   -0 15 45.9
 FL1480;SPC TX N     - 3,970,626.57    521,885.30   sFT  0.99994536   -0 15 45.9
 FL1480;UTM  14      - 3,976,259.788   233,428.525   MT  1.00047571   -1 43 57.2
 FL1480;UTM  13      - 3,976,518.543   774,992.703   MT  1.00053192   +1 47 14.4
 FL1480
 FL1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1480!SPC TX N     -   0.99982925  x   0.99994536  =   0.99977462
 FL1480!UTM  14      -   0.99982925  x   1.00047571  =   1.00030488
 FL1480!UTM  13      -   0.99982925  x   1.00053192  =   1.00036108
 FL1480
 FL1480|---------------------------------------------------------------------|
 FL1480| PID    Reference Object                     Distance      Geod. Az  |
 FL1480|                                                           dddmmss.s |
 FL1480| FL1484 DUMAS RM 5                           23.060 METERS 08613     |
 FL1480| CJ6257 DUMAS RM 4                           30.469 METERS 08837     |
 FL1480| CJ6255 DUMAS RM 1                           30.388 METERS 08850     |
 FL1480| CJ6256 DUMAS RM 3                           23.634 METERS 14319     |
 FL1480| FL1485 DUMAS RM 6                           21.548 METERS 15337     |
 FL1480| FL1870 DUMAS E MUNICIPAL TANK              APPROX. 3.7 KM 1990345.3 |
 FL1480| FL1868 DUMAS PHILLIPS PETROLEUM MAST       APPROX. 5.3 KM 2062641.0 |
 FL1480| FL1873 DUMAS W MUNICIPAL TANK              APPROX. 3.8 KM 2094119.2 |
 FL1480| FL1481 DUMAS RM 2                           59.208 METERS 25257     |
 FL1480| FL1482 DUMAS AZ MK                                        2690730.2 |
 FL1480| FL1483 DUMAS AZ MK 2                                      2691217.1 |
 FL1480|---------------------------------------------------------------------|
 FL1480
 FL1480                          SUPERSEDED SURVEY CONTROL
 FL1480
 FL1480  NAD 83(1986)-  35 53 39.64402(N)    101 57 12.10027(W) AD(       ) 1
 FL1480  NGVD 29 (01/29/03) 1113.84   (m)         3654.3    (f) RESET       3  
 FL1480
 FL1480.Superseded values are not recommended for survey control.
 FL1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1480.See file dsdata.txt to determine how the superseded data were derived.
 FL1480
 FL1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3342976260(NAD 83)
 FL1480_MARKER: DS = TRIANGULATION STATION DISK
 FL1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1480_STAMPING: DUMAS 1935 1966
 FL1480_MARK LOGO: CGS   
 FL1480_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1480+STABILITY: SURFACE MOTION
 FL1480
 FL1480  HISTORY     - Date     Condition        Report By
 FL1480  HISTORY     - 1966     MONUMENTED       CGS
 FL1480  HISTORY     - 1966     GOOD             CGS
 FL1480  HISTORY     - 1973     GOOD             USAF
 FL1480  HISTORY     - 19840621 GOOD             NGS
 FL1480
 FL1480                          STATION DESCRIPTION
 FL1480
 FL1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FL1480'2.5 MI N FROM DUMAS.
 FL1480'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 FL1480'HIGHWAY 87 AND 287 IN DUMAS, THENCE 2.3 MILES EAST ALONG A BLACK-TOP
 FL1480'ROAD TO SITE OF BENCH MARK, 143 FEET NORTHEAST OF THE NORTHEAST CORNER
 FL1480'OF A BRICK HOUSE, 70 FEET NORTH OF A POWER LINE POLE WITH 3
 FL1480'TRANSFORMERS, 29 FEET NORTH OF THE BLACK-TOP ROAD CENTER LINE, 6 FEET
 FL1480'SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND 3 FEET SOUTH OF A METAL
 FL1480'WITNESS POST.  A STANDARD STATION DISK SET IN A 12 X 12 IN. CONCRETE
 FL1480'POST ABOUT 6 INCHES BELOW SURFACE OF GROUND.  NOTE-- USE WITH CAUTION
 FL1480'DUE TO EROSION.
 FL1480
 FL1480                          STATION RECOVERY (1966)
 FL1480
 FL1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 FL1480'THE SURFACE STATION MARK WAS FOUND TO BE IN POOR CONDITION AND
 FL1480'HAD MOVED FROM ITS ORIGINAL POSITION.  THE UNDER GROUND STATION
 FL1480'MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARKS NO. 3 AND
 FL1480'NO. 4 HAD BEEN DESTROYED.  AZIMUTH MARK WAS FOUND IN GOOD
 FL1480'CONDITION.  THE SUB-STATION MARK WAS LOWERED AT THE ORIGINAL
 FL1480'POSITION AND A SURFACE MARK SET DIRECTLY OVER IT.  TWO NEW
 FL1480'REFERENCE MARKS WERE SET.  A COMPLETE DESCRIPTION IS AS
 FL1480'FOLLOWS--THE STATION IS ABOUT 2-1/2 MILES NORTH OF DUMAS, ON THE
 FL1480'HIGHEST GROUND IN THE VICINITY, ALONG THE NORTH
 FL1480'RIGHT-OF-WAY OF A ROAD.
 FL1480'
 FL1480'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND
 FL1480'287 IN DUMAS, GO NORTH ON HIGHWAY 287 FOR 2.0 MILES TO A
 FL1480'CROSSROAD.  TURN RIGHT, EAST, GO 1.75 MILES TO A CROSSROAD AND
 FL1480'AZIMUTH MARK IN THE SOUTHEAST ANGLE OF ROADS.  KEEP STRAIGHT
 FL1480'AHEAD FOR 0.55 MILE TO STATION ON THE LEFT.
 FL1480'
 FL1480'STATION MARKS ARE STANDARD DISKS, STAMPED DUMAS 1935 1966.  THE
 FL1480'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST ABOUT 6
 FL1480'INCHES BELOW SURFACE OF GROUND.  IT IS 143 FEET NORTHEAST OF THE
 FL1480'NORTHEAST CORNER OF A BRICK HOUSE, 70 FEET NORTH OF A POWER
 FL1480'LINE POLE WITH 3 TRANSFORMERS, 29 FEET NORTH OF THE CENTER LINE
 FL1480'OF ROAD, 6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND 3
 FL1480'FEET SOUTH OF A METAL WITNESS POST.  THE UNDER GROUND MARK IS
 FL1480'SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW GROUND.
 FL1480'
 FL1480'REFERENCE MARK NO. 5, A STANDARD DISK, STAMPED DUMAS 1935 NO 5
 FL1480'1966 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2
 FL1480'INCHES.  IT IS 35 FEET NORTH OF THE CENTER LINE OF ROAD AND 75 FEET
 FL1480'EAST OF THE METAL WITNESS POST.
 FL1480'
 FL1480'REFERENCE MARK NO. 6, A STANDARD DISK, STAMPED DUMAS 1935 NO 6
 FL1480'1966 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2
 FL1480'INCHES.  IT IS 35 FEET SOUTH OF THE CENTER LINE OF ROAD, AND 3
 FL1480'FEET EAST OF THE POWER LINE POLE WITH 3 TRANSFORMERS.
 FL1480'
 FL1480'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK, STAMPED DUMAS
 FL1480'AZIMUTH 1935 1951, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 FL1480'PROJECTS 6 INCHES.  IT IS 36.5 FEET SOUTH OF THE CENTER LINE
 FL1480'OF THE EAST-WEST ROAD, 64 FEET EAST OF THE CENTER LINE OF THE
 FL1480'NORTH-SOUTH ROAD, 14 FEET NORTH OF THE NORTH EDGE OF A FENCE LINE
 FL1480'WHICH ENCLOSES A TRANSFORMER, AND 1 FOOT EAST OF A POWER LINE
 FL1480'POLE.
 FL1480
 FL1480                          STATION RECOVERY (1973)
 FL1480
 FL1480'RECOVERY NOTE BY US AIR FORCE 1973
 FL1480'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 FL1480'DESCRIBED.  A COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS
 FL1480'ABOUT 2-1/2 MILES NORTH OF DUMAS, ON THE HIGHEST GROUND IN THE
 FL1480'VICINITY, ALONG THE NORTH RIGHT-OF-WAY OF A ROAD.  TO REACH THE
 FL1480'STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 287 IN DUMAS,
 FL1480'GO NORTH ON HIGHWAY 287 FOR 2.0 MILES TO A CROSSROAD.  TURN
 FL1480'RIGHT, EAST, GO 1.75 MILES TO A CROSSROAD AND AZIMUTH MARK IN
 FL1480'THE SOUTHEAST ANGLE OF ROADS.  KEEP STRAIGHT AHEAD FOR 0.55
 FL1480'MILE TO STATION ON THE LEFT.
 FL1480
 FL1480                          STATION RECOVERY (1984)
 FL1480
 FL1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 FL1480'THE STATION WAS RECOVERED AS DESCRIBED IN 1966.  THE DIRECTIONS
 FL1480'CHECKED WITHIN LIMITS AND THE DISTANCES CHECKED EXACTLY WITH THE 1966
 FL1480'DATA.  THE STATION IS LOCATED 4.00 KM (2.50 MI) NORTH OF DUMAS ALONG
 FL1480'THE NORTH SIDE OF A COUNTY ROAD AND 0.88 KM (0.55 MI) EAST OF FM 2203.
 FL1480'TO REACH FROM THE JUNCTION OF U.S HIGHWAYS 287 AND 87 IN DUMAS, GO
 FL1480'NORTH ON U.S. HIGHWAY 287 FOR 3.20 KM (2.00 MI) TO A CROSSROAD.  TURN
 FL1480'RIGHT AND GO EAST ON A COUNTY ROAD FOR 2.80 KM (1.75 MI) TO THE
 FL1480'JUNCTION WITH FARM ROAD 2203 AND THE AZIMUTH MARK IN THE SOUTHEAST
 FL1480'ANGLE OF THE INTERSECTION.  CONTINUE EAST ON THE COUNTY ROAD FOR 0.88
 FL1480'KM (0.55 MI) TO THE STATION ON THE LEFT.  STATION MARK, STAMPED---1935
 FL1480'1966---, IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 FL1480'FLUSH WITH THE GROUND.  IT IS 21.34 METERS (70.01 FT) NORTH OF A POWER
 FL1480'POLE, 9.45 METERS (31.00 FT) NORTH OF THE CENTERLINE OF THE ROAD, 1.90
 FL1480'METERS (6.23 FT) SOUTH OF A FENCE AND 0.95 METER (3.12 FT) SOUTH OF A
 FL1480'WITNESS POST.  REFERENCE MARK 5, STAMPED---DUMAS 1935 NO 5 1966---, IS
 FL1480'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT IS SQUARE AND
 FL1480'IS FLUSH WITH THE GROUND.  IT IS 10.70 METERS (35.10 FT) NORTH OF THE
 FL1480'CENTER OF THE ROAD AND 23.01 METERS (75.49 FT) EAST OF THE WITNESS
 FL1480'POST.  REFERENCE MARK 6, STAMPED---DUMAS 1935 NO 6 1966---, IS A
 FL1480'STANDARD DISK SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 FL1480'GROUND.  IT IS 10.69 METERS (35.07 FT) SOUTH OF THE CENTER OF THE ROAD
 FL1480'AND 0.91 METER (2.99 FT) EAST OF THE POWER POLE.  THE AZIMUTH MARK,
 FL1480'STAMPED---DUMAS AZIMUTH 1935 1951---, IS A STANDARD REFERENCE MARK
 FL1480'DISK SET IN THE TOP OF A SQUARE CONCRFETE POST THAT PROJECTS 5 INCHES.
 FL1480'IT IS 19.81 METERS (64.99 FT) EAST OF THE CENTER OF FARM ROAD 2203,
 FL1480'11.13 METERS (36.52 FT) SOUTH OF THE CENTER OF THE COUNTY ROAD, 4.27
 FL1480'METERS (14.01 FT) NORTH OF A CHAIN-LINK FENCE AND 0.30 METER (0.98 FT)
 FL1480'EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1484 ***********************************************************************
 FL1484  DESIGNATION -  DUMAS RM 5
 FL1484  PID         -  FL1484
 FL1484  STATE/COUNTY-  TX/MOORE
 FL1484  USGS QUAD   -  DUMAS NORTH (1965)
 FL1484
 FL1484                         *CURRENT SURVEY CONTROL
 FL1484  ___________________________________________________________________
 FL1484* NAD 83(1986)-  35 53 39.     (N)    101 57 12.     (W)     SCALED    
 FL1484* NAVD 88     -      1114.44   (+/-2cm)    3656.3    (feet)  VERTCON   
 FL1484  ___________________________________________________________________
 FL1484  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1484
 FL1484  VERT ORDER  -  THIRD (See Below)
 FL1484
 FL1484.The horizontal coordinates were scaled from a topographic map and have
 FL1484.an estimated accuracy of +/- 6 seconds.
 FL1484
 FL1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1484.The vertical order pertains to the NGVD 29 superseded value.
 FL1484
 FL1484.The geoid height was determined by GEOID03.
 FL1484
 FL1484;                    North         East    Units  Estimated Accuracy
 FL1484;SPC TX N     - 1,210,230.      159,070.      MT  (+/- 180 meters Scaled)
 FL1484
 FL1484                          SUPERSEDED SURVEY CONTROL
 FL1484
 FL1484  NGVD 29 (01/29/03) 1113.92   (m)         3654.6    (f) RESET       3  
 FL1484
 FL1484.Superseded values are not recommended for survey control.
 FL1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1484.See file dsdata.txt to determine how the superseded data were derived.
 FL1484
 FL1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE334762(NAD 83)
 FL1484_MARKER: DR = REFERENCE MARK DISK
 FL1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1484_STAMPING: DUMAS 1935 NO 5 1966
 FL1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1484+STABILITY: SURFACE MOTION
 FL1484
 FL1484  HISTORY     - Date     Condition        Report By
 FL1484  HISTORY     - 1966     MONUMENTED       CGS
 FL1484
 FL1484                          STATION DESCRIPTION
 FL1484
 FL1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FL1484'2.5 MI N FROM DUMAS.
 FL1484'ABOUT 2.0 MILES NORTH ALONG U. S. HIGHWAY 287 FROM THE JUNCTION OF
 FL1484'U.S. HIGHWAYS 87 AND 287 IN DUMAS, THENCE 2.3 MILES EAST ALONG A
 FL1484'BLACK-TOP ROAD TO SITE OF BENCH MARK, 35 FEET NORTH OF THE BLACK-TOP
 FL1484'ROAD CENTER LINE, 75 FEET EAST OF A METAL WITNESS POST, AND 75.65 FEET
 FL1484'EAST OF TRIANGULATION STATION DUMAS.  A STANDARD REFERENCE MARK DISK
 FL1484'SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 2 INCHES OF SURFACE
 FL1484'OF GROUND.  NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1485 ***********************************************************************
 FL1485  DESIGNATION -  DUMAS RM 6
 FL1485  PID         -  FL1485
 FL1485  STATE/COUNTY-  TX/MOORE
 FL1485  USGS QUAD   -  DUMAS NORTH (1965)
 FL1485
 FL1485                         *CURRENT SURVEY CONTROL
 FL1485  ___________________________________________________________________
 FL1485* NAD 83(1986)-  35 53 39.     (N)    101 57 12.     (W)     SCALED    
 FL1485* NAVD 88     -      1114.26   (+/-2cm)    3655.7    (feet)  VERTCON   
 FL1485  ___________________________________________________________________
 FL1485  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1485
 FL1485  VERT ORDER  -  THIRD (See Below)
 FL1485
 FL1485.The horizontal coordinates were scaled from a topographic map and have
 FL1485.an estimated accuracy of +/- 6 seconds.
 FL1485
 FL1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1485.The vertical order pertains to the NGVD 29 superseded value.
 FL1485
 FL1485.The geoid height was determined by GEOID03.
 FL1485
 FL1485;                    North         East    Units  Estimated Accuracy
 FL1485;SPC TX N     - 1,210,230.      159,070.      MT  (+/- 180 meters Scaled)
 FL1485
 FL1485                          SUPERSEDED SURVEY CONTROL
 FL1485
 FL1485  NGVD 29 (01/29/03) 1113.73   (m)         3654.0    (f) RESET       3  
 FL1485
 FL1485.Superseded values are not recommended for survey control.
 FL1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1485.See file dsdata.txt to determine how the superseded data were derived.
 FL1485
 FL1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE334762(NAD 83)
 FL1485_MARKER: DR = REFERENCE MARK DISK
 FL1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1485_STAMPING: DUMAS 1935 NO 6 1966
 FL1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1485+STABILITY: SURFACE MOTION
 FL1485
 FL1485  HISTORY     - Date     Condition        Report By
 FL1485  HISTORY     - 1966     MONUMENTED       CGS
 FL1485
 FL1485                          STATION DESCRIPTION
 FL1485
 FL1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FL1485'2.5 MI N FROM DUMAS.
 FL1485'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF U.S.
 FL1485'HIGHWAYS 87 AND 287 IN DUMAS, THENCE 2.3 MILES EAST ALONG A BLACK-TOP
 FL1485'ROAD TO SITE OF BENCH MARK, 35 FEET SOUTH OF THE BLACK-TOP ROAD CENTER
 FL1485'LINE, 3 FEET EAST OF A POWER LINE POLE WITH 3 TRANSFORMERS, AND 70.69
 FL1485'FEET SOUTHEAST OF TRIANGULATION STATION DUMAS. A STANDARD REFERENCE
 FL1485'MARK DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 2 INCHES
 FL1485'OF THE SURFACE OF GROUND.  NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1873 ***********************************************************************
 FL1873  DESIGNATION -  DUMAS W MUNICIPAL TANK
 FL1873  PID         -  FL1873
 FL1873  STATE/COUNTY-  TX/MOORE
 FL1873  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1873
 FL1873                         *CURRENT SURVEY CONTROL
 FL1873  ___________________________________________________________________
 FL1873* NAD 83(1993)-  35 51 52.42838(N)    101 58 27.19495(W)     ADJUSTED  
 FL1873* NAVD 88     -                                                        
 FL1873  ___________________________________________________________________
 FL1873  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 FL1873  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1873
 FL1873  HORZ ORDER  -  THIRD
 FL1873
 FL1873.The horizontal coordinates were established by classical geodetic methods
 FL1873.and adjusted by the National Geodetic Survey in February 1996..
 FL1873
 FL1873
 FL1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1873
 FL1873.The geoid height was determined by GEOID03.
 FL1873
 FL1873;                    North         East     Units Scale Factor Converg.
 FL1873;SPC TX N     - 1,206,954.185   157,172.196   MT  0.99994118   -0 16 29.4
 FL1873;SPC TX N     - 3,959,815.52    515,655.78   sFT  0.99994118   -0 16 29.4
 FL1873;UTM  14      - 3,973,012.593   231,444.826   MT  1.00048880   -1 44 36.8
 FL1873;UTM  13      - 3,973,155.577   773,211.956   MT  1.00051990   +1 46 25.7
 FL1873
 FL1873                          SUPERSEDED SURVEY CONTROL
 FL1873
 FL1873  NAD 83(1993)-  35 51 52.42785(N)    101 58 27.19396(W) AD(       ) 4
 FL1873  NAD 83(1986)-  35 51 52.43553(N)    101 58 27.18382(W) AD(       ) 4
 FL1873  NAD 27      -  35 51 52.30000(N)    101 58 25.53800(W) AD(       ) 3
 FL1873
 FL1873.Superseded values are not recommended for survey control.
 FL1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1873.See file dsdata.txt to determine how the superseded data were derived.
 FL1873
 FL1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3144573013(NAD 83)
 FL1873_MARKER: 53 = ELEVATED TANK
 FL1873
 FL1873  HISTORY     - Date     Condition        Report By
 FL1873  HISTORY     - 1935     FIRST OBSERVED   CGS
 FL1873  HISTORY     - 1951     GOOD             CGS
 FL1873  HISTORY     - 1953     GOOD             CGS
 FL1873  HISTORY     - 1970     GOOD             USGS
 FL1873  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 FL1873
 FL1873                          STATION DESCRIPTION
 FL1873
 FL1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1873'LOCATED 1/2 MILE (7 BLOCK) NORTH OF THE CENTER OF THE BUSINESS
 FL1873'SECTION OF DUMAS, AND 1 BLOCK SOUTHWEST OF THE INTERSECTION
 FL1873'OF HIGHWAYS U.S. 87 AND 287, ON THE STORAGE YARD OF THE DUMAS
 FL1873'CITY WATER WORKS.  THERE IS A SMALL WATER TANK AND A PUMPING
 FL1873'STATION JUST SOUTHWEST OF THE FOOT OF THE TOWER.
 FL1873'
 FL1873'STATION IS THE BALL AT THE PEAK OF THE CONICAL ROOF OF THE
 FL1873'TANK.  THE TANK IS CYLINDRICAL AND IS ELEVATED ON A 4 LEGGED
 FL1873'STEEL STRUCTURE TO A HEIGHT OF ABOUT 125 FEET.  TANK AND
 FL1873'SCAFFOLD ARE PAINTED SILVER, AND THE NAME DUMAS IS PRINTED
 FL1873'ON THE SIDE OF THE TANK IN LARGE BLACK LETTERS.
 FL1873'
 FL1873'PROBABLY THE SAME STATION AS DUMAS, WATER TANK, 1935.
 FL1873
 FL1873                          STATION RECOVERY (1953)
 FL1873
 FL1873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1873'THE TANK IS LOCATED IN THE NORTH NORTHWEST PART OF DUMAS,
 FL1873'NEAR THE INTERSECTION OF SECOND STREET AND PORTER AVENUE.
 FL1873'
 FL1873'THE TANK IS A STEEL TANK MOUNTED ON TOP OF A FOUR LEGGED STEEL
 FL1873'STRUCTURE, AND IS 120 FEET HIGH.  IT HAS A CONICAL SHAPED
 FL1873'TOP.  THE BALL ON TOP WAS INTERSECTED.
 FL1873
 FL1873                          STATION RECOVERY (1970)
 FL1873
 FL1873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WC)
 FL1873'THE WESTERLY OF TWO LARGE WATER TANKS OBSERVED FROM USC AND GS
 FL1873'STATION PHIL DID NOT MEET THE AZIMUTH BY ABOUT TWO DEGREES
 FL1873'AND DOES NOT MATCH THE GIVEN DESCRIPTION, THIS INTERSECTED
 FL1873'POINT WAS NOT CHECKED BY ROUTE DESCRIPTION.
 FL1873
 FL1873                          STATION RECOVERY (2004)
 FL1873
 FL1873'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FL1873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1069 ***********************************************************************
 FM1069  PACS        -  This is a Primary Airport Control Station.
 FM1069  DESIGNATION -  DUMASPORT
 FM1069  PID         -  FM1069
 FM1069  STATE/COUNTY-  TX/MOORE
 FM1069  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM1069
 FM1069                         *CURRENT SURVEY CONTROL
 FM1069  ___________________________________________________________________
 FM1069* NAD 83(1993)-  35 51 20.76950(N)    102 00 51.88274(W)     ADJUSTED  
 FM1069* NAVD 88     -      1127.64   (meters)    3699.6    (feet)  GPS OBS   
 FM1069  ___________________________________________________________________
 FM1069  X           -  -1,077,483.028 (meters)                     COMP
 FM1069  Y           -  -5,062,896.756 (meters)                     COMP
 FM1069  Z           -   3,715,877.905 (meters)                     COMP
 FM1069  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 FM1069  ELLIP HEIGHT-        1101.43  (meters)          (10/24/00) GPS OBS
 FM1069  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FM1069
 FM1069  HORZ ORDER  -  B
 FM1069  ELLP ORDER  -  FOURTH    CLASS II
 FM1069
 FM1069.This mark is at Moore Co (DUX) Airport (DUX)
 FM1069
 FM1069.The horizontal coordinates were established by GPS observations
 FM1069.and adjusted by the National Geodetic Survey in February 1996..
 FM1069
 FM1069.The orthometric height was determined by GPS observations and a
 FM1069.high-resolution geoid model.
 FM1069
 FM1069.GPS derived orthometric heights for airport stations designated as
 FM1069.PACS or SACS are published to 2 decimal places.  This maintains
 FM1069.centimeter relative accuracy between the PACS and SACS.  It does
 FM1069.not indicate centimeter accuracy relative to other marks which are
 FM1069.part of the NAVD 88 network.
 FM1069
 FM1069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FM1069
 FM1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1069
 FM1069.The ellipsoidal height was determined by GPS observations
 FM1069.and is referenced to NAD 83.
 FM1069
 FM1069.The geoid height was determined by GEOID03.
 FM1069
 FM1069;                    North         East     Units Scale Factor Converg.
 FM1069;SPC TX N     - 1,205,996.640   153,537.418   MT  0.99994000   -0 17 53.2
 FM1069;SPC TX N     - 3,956,673.98    503,730.68   sFT  0.99994000   -0 17 53.2
 FM1069;UTM  13      - 3,972,068.112   769,611.684   MT  1.00049581   +1 44 59.5
 FM1069;UTM  14      - 3,972,148.039   227,784.650   MT  1.00051320   -1 46 00.4
 FM1069
 FM1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1069!SPC TX N     -   0.99982716  x   0.99994000  =   0.99976717
 FM1069!UTM  13      -   0.99982716  x   1.00049581  =   1.00032288
 FM1069!UTM  14      -   0.99982716  x   1.00051320  =   1.00034027
 FM1069
 FM1069:                Primary Azimuth Mark                     Grid Az
 FM1069:SPC TX N     -  DUMASPORT AZ MK                          024 27 49.6
 FM1069:UTM  13      -  DUMASPORT AZ MK                          022 24 56.9
 FM1069:UTM  14      -  DUMASPORT AZ MK                          025 55 56.8
 FM1069
 FM1069|---------------------------------------------------------------------|
 FM1069| PID    Reference Object                     Distance      Geod. Az  |
 FM1069|                                                           dddmmss.s |
 FM1069| FM1070 DUMASPORT AZ MK                     APPROX. 1.0 KM 0240956.4 |
 FM1069|---------------------------------------------------------------------|
 FM1069
 FM1069                          SUPERSEDED SURVEY CONTROL
 FM1069
 FM1069  ELLIP H (02/20/96) 1101.44   (m)                       GP(       ) 1 2
 FM1069  NAD 83(1993)-  35 51 20.78176(N)    102 00 51.88265(W) AD(       ) 3
 FM1069  ELLIP H (02/16/96) 1101.83   (m)                       GP(       ) 5 1
 FM1069  NAD 83(1993)-  35 51 20.78141(N)    102 00 51.88529(W) AD(       ) 3
 FM1069  ELLIP H (12/21/93) 1098.79   (m)                       GP(       ) 4 1
 FM1069  ELLIP H (01/07/93) 1098.40   (m)                       GP(       ) 4 2
 FM1069  NAD 83(1986)-  35 51 20.78993(N)    102 00 51.87335(W) AD(       ) 3
 FM1069  NAD 27      -  35 51 20.65678(N)    102 00 50.23313(W) AD(       ) 3
 FM1069  NGVD 29 (12/08/88) 1127.5    (m)         3699.     (f) GPS OBS        
 FM1069
 FM1069.Superseded values are not recommended for survey control.
 FM1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1069.See file dsdata.txt to determine how the superseded data were derived.
 FM1069
 FM1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV6961272068(NAD 83)
 FM1069_MARKER: I = METAL ROD
 FM1069_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FM1069_SP_SET: OBJECT DRIVEN INTO GROUND
 FM1069_STAMPING: DUMASPORT 1988
 FM1069_MARK LOGO: NGS   
 FM1069_PROJECTION: FLUSH
 FM1069_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM1069+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 FM1069_ROD/PIPE-DEPTH: 13.7 meters
 FM1069_SLEEVE-DEPTH  : 0.9 meters
 FM1069
 FM1069  HISTORY     - Date     Condition        Report By
 FM1069  HISTORY     - 1988     MONUMENTED       NGS
 FM1069  HISTORY     - 19950603 GOOD             NGS
 FM1069  HISTORY     - 20000304 GOOD             TXDOT
 FM1069  HISTORY     - 20051116 GOOD             INDIV
 FM1069
 FM1069                          STATION DESCRIPTION
 FM1069
 FM1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 FM1069'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 FM1069'WEST OF DUMAS, AT THE DUMAS MUNICIPAL AIRPORT, ON THE NORTH SIDE OF
 FM1069'A CROSSOVER ALONG THE WEST SIDE OF THE NORTH/SOUTH RUNWAY.
 FM1069'OWNERSHIP--CITY OF DUMAS AND MOORE COUNTY, PO BOX 438, DUMAS TX
 FM1069'79025.  AIRPORT MANAGER IS MR GENE WAGGONER, PHONE 806-935-4195.
 FM1069'
 FM1069'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 87, 287 AND
 FM1069'STATE HIGHWAY 152 IN DUMAS, GO WEST ON US HIGHWAY 87 FOR 3.4 KM
 FM1069'(2.1 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND
 FM1069'GO SOUTHWEST FOR 0.3 KM (0.2 KM ) TO THE AIRPORT BUILDING AND THE
 FM1069'TARMAC ON THE LEFT.  TURN LEFT AND THEN RIGHT AND GO SOUTHWEST ON
 FM1069'TARMAC AND TAXIWAY FOR 1.0 KM (0.6 MI) TO THE STATION ON THE LEFT.
 FM1069'
 FM1069'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 FM1069'DRIVEN INTO THE GROUND 2.7 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 FM1069'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 FM1069'PIPE WITH A LOGO CAP STAMPED---DUMASPORT 1988---, ROD IS RECESSED 5
 FM1069'CM BELOW THE GROUND.  LOCATED 33.6 METERS (110.0 FT) WEST FROM
 FM1069'CENTERLINE OF RUNWAY, 16.2 METERS (53.0 FT) NORTH FROM CENTERLINE
 FM1069'OF CROSSOVER, 13.1 METERS (43.0 FT) EAST-NORTHEAST FROM CENTER OF A
 FM1069'VASI LIGHT AND 0.6 METER (2.0 FT) SOUTH OF A FIBERGLASS WITNESS
 FM1069'POST.
 FM1069'
 FM1069'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 FM1069'ROD DRIVEN INTO THE GROUND 13.7 METERS AND INSIDE A 1-INCH PVC PIPE
 FM1069'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 FM1069'PVC PIPE WITH A LOGO CAP STAMPED---DUMASPORT AZ MK 1988---, ROD IS
 FM1069'RECESSED 5 CM BELOW THE GROUND.  LOCATED 17.7 METERS (58.0 FT)
 FM1069'SOUTHWEST FROM RAMP CENTER, 16.8 METERS (55.0 FT) NORTHWEST OF THE
 FM1069'RUNWAY CENTER, 5.8 METERS (19.0 FT) WEST OF THE CURVED PAVEMENT
 FM1069'EDGE, 3.0 METERS (10.0 FT) NORTH OF THE SOUTHEAST ONE OF TWO LIGHTS
 FM1069'AND 0.6 METER (2.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 FM1069'
 FM1069'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 FM1069'
 FM1069'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FM1069'
 FM1069'DESCRIBED BY D.A. BOWLING.
 FM1069
 FM1069                          STATION RECOVERY (1995)
 FM1069
 FM1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 FM1069'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI)  WEST OF DUMAS, ON THE
 FM1069'DUMAS MUNICIIPAL AIRPORT, ON THE NORTH SIDE OF THE 1ST CONECTOR SOUTH
 FM1069'OF THE RUNWAY JUNCTIONS, IN THE MEDIAN OF THE TAXI AND RUNWAY 1-19.
 FM1069'OWNERSHIP--MOORE COUNTY, 715 DUMAS AVENUE, ROOM 202, DUMAS TX 79029.
 FM1069'THE AIRPORT MANAGER IS GENE WAGGONER, PHONE 806 935-6995.  TO REACH
 FM1069'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 87, 287, AND STATE
 FM1069'HIGHWAY 152 IN DUMAS, GO WEST 3.4 KM (2.10 MI)  ON HIGHWAY 87 TO THE
 FM1069'AIRPORT ENTRANCE, TURN LEFT, SOUTH, GO 0.3 KM (0.20 MI)  TO THE
 FM1069'AIRPORT OFFICE AND APRON GATE ON THE LEFT, PASS THROUGH THE GATE, TURN
 FM1069'RIGHT, SOUTH, GO 1.0 KM (0.60 MI)  ACROSS THE APRON AND ALONG THE TAXI
 FM1069'TO THE STATION ON THE LEFT.  THE STATION IS 33.9 M (111.2 FT)  WEST OF
 FM1069'THE RUNWAY CENTERLINE, 17.9 M (58.7 FT)  NORTH OF THE CONECTOR
 FM1069'CENTERLINE, 12.7 M (41.7 FT)  EAST-NORTHEAST OF THE CENTER OF A RUNWAY
 FM1069'SIGN, 0.6 M (2.0 FT)  SOUTH OF A WITNESS POST, AND 0.5 M (1.6 FT)
 FM1069'BELOW THE LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 FM1069'THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A
 FM1069'REQUIREMENTS.  BY DEB.
 FM1069
 FM1069                          STATION RECOVERY (2000)
 FM1069
 FM1069'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 FM1069'GOOD CONDITION.
 FM1069
 FM1069                          STATION RECOVERY (2005)
 FM1069
 FM1069'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MBD)
 FM1069'COVER IS BROKEN OFF BUT THE STEEL RODS AND SLEEVES ARE INTACT AND THE
 FM1069'PUBLISHED DATA PRODUCED GOOD GPS RESULTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1070 ***********************************************************************
 FM1070  SACS        -  This is a Secondary Airport Control Station.
 FM1070  DESIGNATION -  DUMASPORT AZ MK
 FM1070  PID         -  FM1070
 FM1070  STATE/COUNTY-  TX/MOORE
 FM1070  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM1070
 FM1070                         *CURRENT SURVEY CONTROL
 FM1070  ___________________________________________________________________
 FM1070* NAD 83(1993)-  35 51 49.64470(N)    102 00 35.96582(W)     ADJUSTED  
 FM1070* NAVD 88     -      1126.83   (meters)    3696.9    (feet)  GPS OBS   
 FM1070  ___________________________________________________________________
 FM1070  X           -  -1,076,983.696 (meters)                     COMP
 FM1070  Y           -  -5,062,469.221 (meters)                     COMP
 FM1070  Z           -   3,716,598.833 (meters)                     COMP
 FM1070  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 FM1070  ELLIP HEIGHT-        1100.62  (meters)          (02/05/01) GPS OBS
 FM1070  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 FM1070
 FM1070  HORZ ORDER  -  FIRST
 FM1070  ELLP ORDER  -  FOURTH    CLASS II
 FM1070
 FM1070.This mark is at Moore Co (DUX) Airport (DUX)
 FM1070
 FM1070.The horizontal coordinates were established by GPS observations
 FM1070.and adjusted by the National Geodetic Survey in June 1997..
 FM1070
 FM1070.The orthometric height was determined by GPS observations and a
 FM1070.high-resolution geoid model.
 FM1070
 FM1070.GPS derived orthometric heights for airport stations designated as
 FM1070.PACS or SACS are published to 2 decimal places.  This maintains
 FM1070.centimeter relative accuracy between the PACS and SACS.  It does
 FM1070.not indicate centimeter accuracy relative to other marks which are
 FM1070.part of the NAVD 88 network.
 FM1070
 FM1070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FM1070
 FM1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1070
 FM1070.The ellipsoidal height was determined by GPS observations
 FM1070.and is referenced to NAD 83.
 FM1070
 FM1070.The geoid height was determined by GEOID03.
 FM1070
 FM1070;                    North         East     Units Scale Factor Converg.
 FM1070;SPC TX N     - 1,206,884.475   153,941.351   MT  0.99994108   -0 17 44.0
 FM1070;SPC TX N     - 3,959,586.82    505,055.92   sFT  0.99994108   -0 17 44.0
 FM1070;UTM  13      - 3,972,970.318   769,983.835   MT  1.00049828   +1 45 10.0
 FM1070;UTM  14      - 3,973,025.730   228,211.451   MT  1.00051033   -1 45 52.3
 FM1070
 FM1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1070!SPC TX N     -   0.99982729  x   0.99994108  =   0.99976838
 FM1070!UTM  13      -   0.99982729  x   1.00049828  =   1.00032548
 FM1070!UTM  14      -   0.99982729  x   1.00051033  =   1.00033753
 FM1070
 FM1070:                Primary Azimuth Mark                     Grid Az
 FM1070:SPC TX N     -  DUMASPORT                                204 27 49.7
 FM1070:UTM  13      -  DUMASPORT                                202 24 55.7
 FM1070:UTM  14      -  DUMASPORT                                205 55 58.0
 FM1070
 FM1070|---------------------------------------------------------------------|
 FM1070| PID    Reference Object                     Distance      Geod. Az  |
 FM1070|                                                           dddmmss.s |
 FM1070| FM1069 DUMASPORT                           APPROX. 1.0 KM 2041005.7 |
 FM1070|---------------------------------------------------------------------|
 FM1070
 FM1070                          SUPERSEDED SURVEY CONTROL
 FM1070
 FM1070  ELLIP H (06/16/97) 1100.63   (m)                       GP(       ) 4 2
 FM1070  NAD 83(1993)-  35 51 49.65738(N)    102 00 35.96562(W) AD(       ) 3
 FM1070  ELLIP H (02/16/96) 1101.04   (m)                       GP(       ) 5 1
 FM1070  NAD 83(1993)-  35 51 49.65698(N)    102 00 35.96819(W) AD(       ) 3
 FM1070  ELLIP H (12/21/93) 1097.98   (m)                       GP(       ) 4 1
 FM1070  ELLIP H (01/07/93) 1097.60   (m)                       GP(       ) 4 2
 FM1070  NAD 83(1986)-  35 51 49.66557(N)    102 00 35.95632(W) AD(       ) 3
 FM1070  NAD 27      -  35 51 49.53291(N)    102 00 34.31639(W) AD(       ) 3
 FM1070  NGVD 29 (12/08/88) 1126.7    (m)         3697.     (f) GPS OBS        
 FM1070
 FM1070.Superseded values are not recommended for survey control.
 FM1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1070.See file dsdata.txt to determine how the superseded data were derived.
 FM1070
 FM1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV6998472970(NAD 83)
 FM1070_MARKER: I = METAL ROD
 FM1070_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FM1070_SP_SET: OBJECT DRIVEN INTO GROUND
 FM1070_STAMPING: DUMASPORT AZ MK 1988
 FM1070_MARK LOGO: NGS   
 FM1070_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM1070+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 FM1070
 FM1070  HISTORY     - Date     Condition        Report By
 FM1070  HISTORY     - 1988     MONUMENTED       NGS
 FM1070  HISTORY     - 19950603 GOOD             NGS
 FM1070  HISTORY     - 20051116 GOOD             INDIV
 FM1070
 FM1070                          STATION DESCRIPTION
 FM1070
 FM1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 FM1070'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 FM1070'WEST OF DUMAS, AT THE DUMAS MUNICIPAL AIRPORT, NEAR THE NORTH END
 FM1070'AND ON THE WEST SIDE OF THE NORTH/SOUTH RUNWAY.
 FM1070'OWNERSHIP--CITY OF DUMAS AND MOORE COUNTY, PO BOX 438, DUMAS TX
 FM1070'79025.  AIRPORT MANAGER IS MR DAVID GRIST, PHONE, 806-935-4195.
 FM1070'
 FM1070'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 87, 287 AND
 FM1070'STATE HIGHWAY 152 IN DUMAS, GO WEST ON US HIGHWAY 87 FOR 3.4 KM
 FM1070'(2.1 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND
 FM1070'GO SOUTHWEST FOR 0.3 KM (0.2 MI) TO THE AIRPORT BUILDING AND THE
 FM1070'TARMAC ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON
 FM1070'TAXIWAY FOR 0.2 KM (0.1 MI) TO THE STATION IN THE MEDIAN AT RUNWAY
 FM1070'END.
 FM1070'
 FM1070'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 FM1070'DRIVEN INTO THE GROUND 13.7 METERS AND INSIDE A 1-INCH PVC PIPE
 FM1070'THAT
 FM1070'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 FM1070'PIPE WITH A LOGO CAP STAMPED---DUMASPORT AZ MK 1988---, THE ROD IS
 FM1070'RECESSED 5 CM BELOW THE GROUND.  LOCATED 17.7 METERS (58.0 FT)
 FM1070'SOUTHWEST FROM RAMP CENTER, 16.8 METERS (55.0 FT) NORTHWEST OF THE
 FM1070'RUNWAY CENTER, 5.8 METERS (19.0 FT) WEST OF THE CURVED PAVEMENT
 FM1070'EDGE, 3.0 METERS (10.0 FT) NORTH OF THE SOUTHEAST ONE OF TWO LIGHTS
 FM1070'AND 0.6 METER (2.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 FM1070'
 FM1070'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 FM1070'
 FM1070'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FM1070'
 FM1070'DESCRIBED BY D.A. BOWLING.
 FM1070
 FM1070                          STATION RECOVERY (1995)
 FM1070
 FM1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 FM1070'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF DUMAS, ON THE
 FM1070'DUMAS MUNICIIPAL AIRPORT, AT THE NORTH END OF THE RUNWAY IN THE GRASS
 FM1070'MEDIAN SOUTH OF A CONECTOR.  OWNERSHIP--MOORE COUNTY, 715 DUMAS
 FM1070'AVENUE, ROOM 202, DUMAS TX 79029.  THE AIRPORT MANAGER IS GENE
 FM1070'WAGGONER, PHONE 806 935-6995.  TO REACH THE STATION FROM THE JUNCTION
 FM1070'OF U.S.  HIGHWAYS 87, 287, AND STATE HIGHWAY 152 IN DUMAS, GO WEST 3.4
 FM1070'KM (2.10 MI) ON HIGHWAY 87 TO THE AIRPORT ENTRANCE, TURN LEFT, SOUTH,
 FM1070'GO 0.3 KM (0.20 MI) TO THE AIRPORT OFFICE AND APRON GATE ON THE LEFT,
 FM1070'PASS THROUGH THE GATE, TURN LEFT, NORTH, GO 0.27 KM (0.15 MI) ACROSS
 FM1070'THE APRON TO THE JUNCTION OF THE CONECTOR AND RUNWAY AND THE STATION
 FM1070'ON THE RIGHT.  THE STATION IS 17.7 M (58.1 FT) SOUTH OF THE CONECTOR
 FM1070'CENTERLINE, 16.4 M (53.8 FT) WEST OF THE RUNWAY CENTERLINE, 3.0 M (9.8
 FM1070'FT) NORTH OF THE SOUTHEAST 1 OF 2 LIGHTS,0.6 M EAST OF A WITNESS POST,
 FM1070'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE
 FM1070'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET
 FM1070'CLASS A REQUIREMENTS.  THIS STATION WAS SELECTED AS A SECONDARY
 FM1070'AIRPORT CONTROL STATION (SACS) .
 FM1070
 FM1070                          STATION RECOVERY (2005)
 FM1070
 FM1070'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MBD)
 FM1070'COVER IS BROKEN OFF BUT THE STEEL RODS AND SLEEVES ARE INTACT AND THE
 FM1070'PUBLISHED DATA PRODUCED GOOD GPS RESULTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0509 ***********************************************************************
 DP0509  DESIGNATION -  DUMONT
 DP0509  PID         -  DP0509
 DP0509  STATE/COUNTY-  TX/KING
 DP0509  USGS QUAD   -  BUFFALO CREEK (1981)
 DP0509
 DP0509                         *CURRENT SURVEY CONTROL
 DP0509  ___________________________________________________________________
 DP0509* NAD 83(1993)-  33 49 45.53503(N)    100 29 03.02120(W)     ADJUSTED  
 DP0509* NAVD 88     -       651.     (meters)    2136.     (feet)  SCALED    
 DP0509  ___________________________________________________________________
 DP0509  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 DP0509  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DP0509
 DP0509  HORZ ORDER  -  FIRST
 DP0509
 DP0509.The horizontal coordinates were established by classical geodetic methods
 DP0509.and adjusted by the National Geodetic Survey in February 1996..
 DP0509
 DP0509.The orthometric height was scaled from a topographic map.
 DP0509
 DP0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0509
 DP0509.The geoid height was determined by GEOID03.
 DP0509
 DP0509;                    North         East     Units Scale Factor Converg.
 DP0509;SPC TXNC     - 2,241,559.155   416,344.250   MT  0.99996458   -1 04 55.8
 DP0509;SPC TXNC     - 7,354,181.99  1,365,956.09   sFT  0.99996458   -1 04 55.8
 DP0509;UTM  14      - 3,744,221.486   362,660.470   MT  0.99983253   -0 49 35.0
 DP0509
 DP0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0509!SPC TXNC     -   0.99990206  x   0.99996458  =   0.99986664
 DP0509!UTM  14      -   0.99990206  x   0.99983253  =   0.99973460
 DP0509
 DP0509:                Primary Azimuth Mark                     Grid Az
 DP0509:SPC TXNC     -  DUMONT AZ MK                             002 06 02.5
 DP0509:UTM  14      -  DUMONT AZ MK                             001 50 41.7
 DP0509
 DP0509|---------------------------------------------------------------------|
 DP0509| PID    Reference Object                     Distance      Geod. Az  |
 DP0509|                                                           dddmmss.s |
 DP0509| CX7110 DUMONT AZ MK                                       0010106.7 |
 DP0509| CX7111 DUMONT RM 1                          26.511 METERS 03321     |
 DP0509| CX7112 DUMONT RM 2                          28.386 METERS 15003     |
 DP0509| CX7113 DUMONT RM 3                          30.718 METERS 30545     |
 DP0509|---------------------------------------------------------------------|
 DP0509
 DP0509                          SUPERSEDED SURVEY CONTROL
 DP0509
 DP0509  NAD 83(1993)-  33 49 45.53735(N)    100 29 03.02073(W) AD(       ) 1
 DP0509  NAD 83(1986)-  33 49 45.54075(N)    100 29 03.01414(W) AD(       ) 1
 DP0509  NAD 27      -  33 49 45.24900(N)    100 29 01.58500(W) AD(       ) 1
 DP0509
 DP0509.Superseded values are not recommended for survey control.
 DP0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0509.See file dsdata.txt to determine how the superseded data were derived.
 DP0509
 DP0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC6266044221(NAD 83)
 DP0509_MARKER: DS = TRIANGULATION STATION DISK
 DP0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0509
 DP0509  HISTORY     - Date     Condition        Report By
 DP0509  HISTORY     - 1935     MONUMENTED       CGS
 DP0509  HISTORY     - 1935     GOOD             CGS
 DP0509  HISTORY     - 1938     GOOD             TXHD
 DP0509  HISTORY     - 1958     GOOD             CGS
 DP0509  HISTORY     - 1965     GOOD             CGS
 DP0509
 DP0509                          STATION DESCRIPTION
 DP0509
 DP0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0509'STATION IS ABOUT 1-3/4 MILES E AND 1-1/4 MILES N OF DUMONT,
 DP0509'AND 17-1/4 MILES NW OF GUTHRIE, AND 1/2 MILE S, 2 MILES E OF THE
 DP0509'NW CORNER OF KING COUNTY, IN THE CENTER OF THE SE 1/4 SEC. 10.
 DP0509'IT IS ON THE LAND OWNED BY THE SWENSON LAND AND CATTLE COMPANY,
 DP0509'AND IN THE SE PASTURE OF THE SWENSON RANCH, ON THE HIGHEST
 DP0509'KNOLL WITHIN MILES, IN SANDY AND MESQUITE COVERED PASTURE.
 DP0509'MARK IS SET ON HIGHEST PART OF KNOLL.
 DP0509'
 DP0509'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DP0509'DISKS SET IN CONCRETE.
 DP0509'
 DP0509'TO REACH THE STATION FROM THE COURTHOUSE IN DICKENS, GO E
 DP0509'TOWARD GUTHRIE 13.1 MILES AND TURN LEFT (N) ON T-ROAD, GO 3.3
 DP0509'MILES AND TURN RIGHT (E) ON T-ROAD JUNCTION, FOLLOW MAIN-TRAVELED
 DP0509'ROAD 14.45 MILES AND TURN LEFT (N) AT T-ROAD JUNCTION AND GO 2
 DP0509'MILES TO DUMONT, AT T-ROAD JUNCTION IN DUMONT TURN RIGHT (E)
 DP0509'1.55 MILES AND JUST AFTER CROSSING CREEK BAD TURN LEFT AND
 DP0509'PICK UP MAIN TRAVELED RANCH ROAD LEADING NORTHEASTERLY ACROSS
 DP0509'PASTURE, 1.35 MILES ON MAIN ROAD TO TOP OF GRADE AND STATION.
 DP0509'
 DP0509'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 DP0509
 DP0509                          STATION RECOVERY (1935)
 DP0509
 DP0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0509'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  ORIGINAL
 DP0509'DESCRIPTION ENTIRELY ADEQUATE.
 DP0509
 DP0509                          STATION RECOVERY (1938)
 DP0509
 DP0509'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0509'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DP0509'DESCRIPTION IS SATISFACTORY.  NO ATTEMPT MADE TO RECOVER THE
 DP0509'AZIMUTH MARK.
 DP0509
 DP0509                          STATION RECOVERY (1958)
 DP0509
 DP0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 DP0509'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DP0509'CONDITION.  PART OF THE TOP OF THE CONCRETE POST, OF R.M. NO.
 DP0509'3, WAS CHIPPED OFF BUT THE DISK WAS SOLID.
 DP0509'
 DP0509'DUE TO SOME BRIDGES BEING OUT IT WAS IMPOSSIBLE TO REACH THE
 DP0509'STATION FROM THE SOUTH SO A NEW DESCRIPTION TO REACH FOLLOWS--
 DP0509'
 DP0509'TO REACH FROM DUMONT, FROM CROSSROADS WHERE FARM ROAD 193 MAKES
 DP0509'A RIGHT ANGLE TURN, GO NORTH ON SAND ROAD FOR 3.0 MILES TO A
 DP0509'T-INTERSECTION, TURN RIGHT ACROSS A CATTLE GUARD AND GO EAST
 DP0509'FOR 1.65 MILES TO A HOUSE ON THE LEFT, CONTINUE EAST FOR 0.2
 DP0509'MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW TRACK
 DP0509'ROAD SOUTHERLY FOR 1.75 MILES TO TOP OF RIDGE AND STATION ON
 DP0509'LEFT AS DESCRIBED.  NO AZIMUTH MARK WAS SET AT THIS STATION.
 DP0509
 DP0509                          STATION RECOVERY (1965)
 DP0509
 DP0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 DP0509'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND 3 WERE RECOVERED.
 DP0509'THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS NOS. 1 AND 2 WERE
 DP0509'VERIFIED.  REFERENCE MARK NO. 3, NOW LOCATED ALONG THE WEST SIDE OF
 DP0509'A BLADED ROAD, HAS BEEN STRUCK BY ROAD MACHINERY AND IS PARTLY
 DP0509'EXPOSED ON THE EAST SIDE, THEREFORE THE DISTANCE AND DIRECTION COULD
 DP0509'NOT BE VERIFIED.  AN AZIMUTH MARK WAS SET BY THIS PARTY.  A
 DP0509'COMPLETE NEW DESCRIPTION FOLLOWS--
 DP0509'
 DP0509'THE STATION IS 23 MILES SOUTHEAST OF MATADOR, 22 MILES EAST-SOUTHEAST
 DP0509'OF ROARING SPRINGS, 2-1/2 MILES NORTHEAST OF DUMONT, ON A HIGH KNOLL
 DP0509'IN SANDY AND MESQUITE COVERED PASTURE, AND ON PROPERTY OWNED BY THE
 DP0509'SWENSON LAND AND CATTLE COMPANY.
 DP0509'
 DP0509'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 193 AND 2569, IN
 DP0509'DUMONT, GO NORTH ON FARM ROAD 2569 FOR 1.75 MILES TO THE END OF THE
 DP0509'PAVEMENT.  CONTINUE NORTH ON A GRAVEL ROAD FOR 1.25 MILES TO A
 DP0509'T-ROAD.  TURN RIGHT, CROSS A CATTLE GUARD AND GO EAST ON A GRAVEL
 DP0509'ROAD FOR 1.9 MILES TO A SIDE ROAD ON THE RIGHT, 0.2 MILES AFTER
 DP0509'PASSING A FARM HOUSE ON THE LEFT.  TURN RIGHT AND GO SOUTH ON A
 DP0509'BLADED ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DP0509'SOUTH ON THE BLADED ROAD FOR 1.1 MILE TO THE STATION ON THE
 DP0509'LEFT.
 DP0509'
 DP0509'STATION MARK IS A STANDARD DISK STAMPED DUMONT 1935, SET IN THE TOP
 DP0509'OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 86
 DP0509'FEET EAST OF THE CENTER OF THE BLADED ROAD.
 DP0509'
 DP0509'REFERENCE MARK NO. 1, IS A STANDARD DISK STAMPED DUMONT NO 1 1935,
 DP0509'SET IN THE TOP OF A CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0509'PROJECTS 7 INCHES.  IT IS 124 FEET EAST OF THE CENTER OF THE BLADED
 DP0509'ROAD.
 DP0509'
 DP0509'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DUMONT NO 2 1935, SET
 DP0509'IN THE TOP OF A CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DP0509'10 INCHES.  IT IS 136 FEET EAST OF THE CENTER OF THE BLADED ROAD.
 DP0509'
 DP0509'REFERENCE MARK NO. 3, IS A STANDARD DISK STAMPED DUMONT NO 3 1935,
 DP0509'SET IN THE TOP OF A CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0509'PROJECTS 10 INCHES ON THE EAST SIDE.  IT IS 6 FEET WEST OF THE
 DP0509'CENTER OF THE BLADED ROAD.
 DP0509'
 DP0509'AZIMUTH MARK IS A STANDARD DISK STAMPED DUMONT 1935 1965, SET IN THE
 DP0509'TOP OF A CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3
 DP0509'INCHES.  IT IS 10 FEET EAST OF THE CENTER OF THE BLADED ROAD.
 DP0509'
 DP0509'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILE
 DP0509'NORTHEAST.
 DP0509'
 DP0509'HEIGHT OF LIGHT ABOVE STATION MARK 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2061 ***********************************************************************
 BL2061  DESIGNATION -  DUMP
 BL2061  PID         -  BL2061
 BL2061  STATE/COUNTY-  TX/ORANGE
 BL2061  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2061
 BL2061                         *CURRENT SURVEY CONTROL
 BL2061  ___________________________________________________________________
 BL2061* NAD 83(1993)-  30 01 59.05801(N)    094 00 07.87242(W)     ADJUSTED  
 BL2061* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BL2061  ___________________________________________________________________
 BL2061  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BL2061  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL2061
 BL2061  HORZ ORDER  -  SECOND
 BL2061
 BL2061.The horizontal coordinates were established by classical geodetic methods
 BL2061.and adjusted by the National Geodetic Survey in February 1996..
 BL2061
 BL2061.The orthometric height was scaled from a topographic map.
 BL2061
 BL2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2061
 BL2061.The geoid height was determined by GEOID03.
 BL2061
 BL2061;                    North         East     Units Scale Factor Converg.
 BL2061;SPC TX C     - 3,057,992.701 1,310,350.768   MT  1.00002336   +3 15 39.3
 BL2061;SPC TX C     -10,032,764.39  4,299,042.48   sFT  1.00002336   +3 15 39.3
 BL2061;SPC TXSC     - 4,254,092.897 1,081,883.501   MT  0.99993729   +2 26 54.6
 BL2061;SPC TXSC     -13,956,969.78  3,549,479.45   sFT  0.99993729   +2 26 54.6
 BL2061;UTM  15      - 3,322,872.966   403,370.993   MT  0.99971520   -0 30 05.9
 BL2061
 BL2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2061!SPC TX C     -   1.00000430  x   1.00002336  =   1.00002766
 BL2061!SPC TXSC     -   1.00000430  x   0.99993729  =   0.99994159
 BL2061!UTM  15      -   1.00000430  x   0.99971520  =   0.99971950
 BL2061
 BL2061|---------------------------------------------------------------------|
 BL2061| PID    Reference Object                     Distance      Geod. Az  |
 BL2061|                                                           dddmmss.s |
 BL2061| CV7540 DUMP RM 1                            25.746 METERS 08841     |
 BL2061| BL2081 FLOYD USE 1911                       61.498 METERS 12136     |
 BL2061| BK3226 SUN OIL COMPANY STEEL STACK         APPROX. 3.6 KM 1431619.7 |
 BL2061| BK3227 PURE OIL COMPANY TALLEST STACK      APPROX. 3.9 KM 1434852.0 |
 BL2061| AW5718 SUN OIL CO SE TWIN STACK            APPROX. 4.8 KM 1815809.2 |
 BL2061| AW5717 SUN OIL CO NW TWIN STACK            APPROX. 4.8 KM 1815928.2 |
 BL2061| BL2063 MC FADDIN USE                       APPROX. 3.5 KM 2463951.3 |
 BL2061| BL2079 GULF STATES UTIL PWR PLANT STK      APPROX. 5.8 KM 3090145.6 |
 BL2061| BL2058 NECHES RIVER POWER LINE W TWR       APPROX. 3.8 KM 3122224.5 |
 BL2061| BL2062 NECHES RIVER POWER LINE E TWR       APPROX. 3.6 KM 3145805.4 |
 BL2061| CV7541 DUMP RM 2                            29.156 METERS 35456     |
 BL2061|---------------------------------------------------------------------|
 BL2061
 BL2061                          SUPERSEDED SURVEY CONTROL
 BL2061
 BL2061  NAD 83(1993)-  30 01 59.05752(N)    094 00 07.87243(W) AD(       ) 2
 BL2061  NAD 83(1986)-  30 01 59.07544(N)    094 00 07.85448(W) AD(       ) 2
 BL2061  NAD 27      -  30 01 58.31000(N)    094 00 07.22600(W) AD(       ) 2
 BL2061
 BL2061.Superseded values are not recommended for survey control.
 BL2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2061.See file dsdata.txt to determine how the superseded data were derived.
 BL2061
 BL2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0337122873(NAD 83)
 BL2061_MARKER: DS = TRIANGULATION STATION DISK
 BL2061_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BL2061_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BL2061
 BL2061  HISTORY     - Date     Condition        Report By
 BL2061  HISTORY     - 1933     MONUMENTED       CGS
 BL2061
 BL2061                          STATION DESCRIPTION
 BL2061
 BL2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2061'STATION IS ON THE N BANK OF THE NACHES RIVER, TO THE WEST
 BL2061'OF THE FLOYD BAYOU, ABOUT 75 METERS W OF BAYOU, AND ABOUT
 BL2061'30 METERS N OF THE RIVER, ON SAND SPOIL BANK.
 BL2061'
 BL2061'STATION MARK IS AN 8-INCH-DIAMETER TILE.
 BL2061'
 BL2061'REFERENCE MARKS ARE BRONZE DISKS IN CONCRETE.
 BL2061'
 BL2061'STATION FLOYD (U.S.E.) WAS RECOVERED AND USED AS A REFERENCE
 BL2061'MARK.
 BL2061'
 BL2061'STATION CAN BE REACHED ONLY BY BOAT.
 BL2061'
 BL2061'A 35-FOOT TRIPOD AND SCAFFOLD WAS USED BUT LINES TO POLK,
 BL2061'RANCH, AND STATION 138+58.6 (USE) WERE CLEARED OF TREES.
 BL2061'
 BL2061'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0735 ***********************************************************************
 EN0735  DESIGNATION -  DUMP
 EN0735  PID         -  EN0735
 EN0735  STATE/COUNTY-  TX/MOTLEY
 EN0735  USGS QUAD   -  WHITEFLAT (1981)
 EN0735
 EN0735                         *CURRENT SURVEY CONTROL
 EN0735  ___________________________________________________________________
 EN0735* NAD 83(1993)-  34 05 26.89894(N)    100 56 37.01416(W)     ADJUSTED  
 EN0735* NAVD 88     -       828.     (meters)    2717.     (feet)  SCALED    
 EN0735  ___________________________________________________________________
 EN0735  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 EN0735  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 EN0735
 EN0735  HORZ ORDER  -  FIRST
 EN0735
 EN0735.The horizontal coordinates were established by classical geodetic methods
 EN0735.and adjusted by the National Geodetic Survey in February 1996..
 EN0735
 EN0735.The orthometric height was scaled from a topographic map.
 EN0735
 EN0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0735
 EN0735.The geoid height was determined by GEOID03.
 EN0735
 EN0735;                    North         East     Units Scale Factor Converg.
 EN0735;SPC TXNC     - 2,271,452.363   374,499.641   MT  1.00003699   -1 19 57.8
 EN0735;SPC TXNC     - 7,452,256.63  1,228,670.91   sFT  1.00003699   -1 19 57.8
 EN0735;UTM  14      - 3,773,929.432   320,689.691   MT  0.99999635   -1 05 22.9
 EN0735
 EN0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0735!SPC TXNC     -   0.99987431  x   1.00003699  =   0.99991129
 EN0735!UTM  14      -   0.99987431  x   0.99999635  =   0.99987066
 EN0735
 EN0735|---------------------------------------------------------------------|
 EN0735| PID    Reference Object                     Distance      Geod. Az  |
 EN0735|                                                           dddmmss.s |
 EN0735| CX7115 DUMP RM 1                             8.371 METERS 12348     |
 EN0735| EN0732 MATADOR MUNICIPAL TANK              APPROX.14.2 KM 1272306.1 |
 EN0735| EN0733 MATADOR TV RELAY MST                APPROX.14.5 KM 1323119.3 |
 EN0735| DP0573 MATADOR TV RELAY MST WEST           APPROX.12.5 KM 1672345.4 |
 EN0735| CX7116 DUMP RM 2                            12.707 METERS 26149     |
 EN0735| CX7114 DUMP AZ MK                                         2663345.1 |
 EN0735|---------------------------------------------------------------------|
 EN0735
 EN0735                          SUPERSEDED SURVEY CONTROL
 EN0735
 EN0735  NAD 83(1993)-  34 05 26.90126(N)    100 56 37.01233(W) AD(       ) 1
 EN0735  NAD 83(1986)-  34 05 26.90457(N)    100 56 37.00790(W) AD(       ) 1
 EN0735  NAD 27      -  34 05 26.63510(N)    100 56 35.50221(W) AD(       ) 1
 EN0735
 EN0735.Superseded values are not recommended for survey control.
 EN0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0735.See file dsdata.txt to determine how the superseded data were derived.
 EN0735
 EN0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2069073929(NAD 83)
 EN0735_MARKER: DS = TRIANGULATION STATION DISK
 EN0735_SETTING: 66 = SET IN ROCK OUTCROP
 EN0735
 EN0735  HISTORY     - Date     Condition        Report By
 EN0735  HISTORY     - 1964     MONUMENTED       CGS
 EN0735
 EN0735                          STATION DESCRIPTION
 EN0735
 EN0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0735'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF DOUGHERTY, 9-1/2
 EN0735'MILES SOUTH SOUTHEAST OF FLOMOT, 8-1/2 MILES NORTHWEST OF MATADOR,
 EN0735'3-1/2 MILES WEST SOUTHWEST OF THE SMALL COMMUNITY OF WHITEFLAT AND
 EN0735'ON THE NORTH END OF A SMALL KNOLL THAT IS JUST SOUTH OF A BLADED
 EN0735'ROAD.
 EN0735'
 EN0735'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62, 70 AND
 EN0735'STATE HIGHWAY 70 AT THE WEST EDGE OF MATADOR, GO NORTH ON STATE
 EN0735'HIGHWAY 70 FOR 6.5 MILES TO A CROSSROAD.  (THIS IS 1 MILE BEFORE
 EN0735'REACHING THE COMMUNITY OF WHITEFLAT.) TURN LEFT, WEST, AND GO 3.2
 EN0735'MILES ON A BLADED ROAD TO A BLADED SIDE ROAD LEFT AT A SMALL
 EN0735'DUMP.  TURN LEFT AND FOLLOW THE BLADED ROAD UPHILL THROUGH THE
 EN0735'DUMP FOR 0.05 MILE TO THE NORTH END AND HIGHEST POINT OF THE KNOLL
 EN0735'AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 EN0735'JUNCTION OF THE DUMP ROAD AND THE MAIN ROAD CONTINUE WEST FOR 0.4
 EN0735'MILE TO A SIDE ROAD ON THE LEFT AND THE MARK ON THE LEFT.
 EN0735'
 EN0735'THE STATION MARK IS A STANDARD DISK, STAMPED DUMP 1964, CEMENTED IN A
 EN0735'DRILL HOLE IN A 6 BY 12 FOOT ROCK OUTCROP, FLUSH WITH THE GROUND.
 EN0735'IT IS ABOUT 130 FEET NORTH OF AN EAST-WEST FENCE, 17 FEET EAST OF
 EN0735'THE HIGHEST POINT OF THE KNOLL, 9.1 FEET EAST OF A WITNESS POST
 EN0735'AND 9 FEET SOUTH OF THE NORTH EDGE OF THE BLUFF.
 EN0735'
 EN0735'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUMP NO 1 1964, CEMENTED
 EN0735'IN A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP, FLUSH WITH THE
 EN0735'GROUND.  IT IS 5 FEET SOUTH OF THE NORTH EDGE OF THE BLUFF AND
 EN0735'ABOUT 2 FEET LOWER THAN THE STATION.
 EN0735'
 EN0735'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUMP NO 2 1964, CEMENTED
 EN0735'IN A DRILL HOLE IN A 1 BY 2-1/2 FOOT ROCK OUTCROP, FLUSH WITH THE
 EN0735'GROUND.  IT IS ON THE NORTHWEST EDGE OF THE BLUFF, 33.5 FEET WEST
 EN0735'OF THE WITNESS POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 EN0735'
 EN0735'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUMP 1964, SET IN THE
 EN0735'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 EN0735'ABOVE THE GROUND.  IT IS 28 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 EN0735'ROAD, 16 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 1.8
 EN0735'FEET NORTHWEST OF A WITNESS POST AND 1.7 FEET NORTH OF A FENCE CORNER
 EN0735'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7106 ***********************************************************************
 AW7106  DESIGNATION -  DUMP
 AW7106  PID         -  AW7106
 AW7106  STATE/COUNTY-  TX/GALVESTON
 AW7106  USGS QUAD   -  VIRGINIA POINT (1994)
 AW7106
 AW7106                         *CURRENT SURVEY CONTROL
 AW7106  ___________________________________________________________________
 AW7106* NAD 83(1993)-  29 20 11.50777(N)    094 55 12.32087(W)     ADJUSTED  
 AW7106* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 AW7106  ___________________________________________________________________
 AW7106  X           -    -477,258.141 (meters)                     COMP
 AW7106  Y           -  -5,544,133.465 (meters)                     COMP
 AW7106  Z           -   3,106,459.679 (meters)                     COMP
 AW7106  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AW7106  ELLIP HEIGHT-         -24.43  (meters)          (09/30/02) GPS OBS
 AW7106  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW7106
 AW7106  HORZ ORDER  -  SECOND
 AW7106  ELLP ORDER  -  FIFTH     CLASS I
 AW7106
 AW7106.The horizontal coordinates were established by GPS observations
 AW7106.and adjusted by the National Geodetic Survey in February 1996..
 AW7106
 AW7106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7106
 AW7106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7106
 AW7106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7106
 AW7106.The ellipsoidal height was determined by GPS observations
 AW7106.and is referenced to NAD 83.
 AW7106
 AW7106.The geoid height was determined by GEOID03.
 AW7106
 AW7106;                    North         East     Units Scale Factor Converg.
 AW7106;SPC TXSC     - 4,173,503.875   996,113.002   MT  0.99986324   +1 59 55.7
 AW7106;SPC TXSC     -13,692,570.63  3,268,080.74   sFT  0.99986324   +1 59 55.7
 AW7106;UTM  15      - 3,246,801.990   313,574.153   MT  1.00002886   -0 56 27.6
 AW7106
 AW7106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7106!SPC TXSC     -   1.00000384  x   0.99986324  =   0.99986708
 AW7106!UTM  15      -   1.00000384  x   1.00002886  =   1.00003270
 AW7106
 AW7106                          SUPERSEDED SURVEY CONTROL
 AW7106
 AW7106  ELLIP H (02/16/96)  -24.32   (m)                       GP(       ) 5 1
 AW7106  NAD 83(1993)-  29 20 11.52022(N)    094 55 12.30054(W) AD(       ) 2
 AW7106  NGVD 29 (12/08/93)    2.3    (m)            8.     (f) GPS OBS        
 AW7106
 AW7106.Superseded values are not recommended for survey control.
 AW7106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7106.See file dsdata.txt to determine how the superseded data were derived.
 AW7106
 AW7106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1357446802(NAD 83)
 AW7106_MARKER: DD = SURVEY DISK
 AW7106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7106_SP_SET: CONCRETE POST
 AW7106_STAMPING: DUMP 1993
 AW7106_MARK LOGO: NOS   
 AW7106_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7106+STABILITY: SURFACE MOTION
 AW7106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7106+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AW7106
 AW7106  HISTORY     - Date     Condition        Report By
 AW7106  HISTORY     - 1993     MONUMENTED       NOS
 AW7106
 AW7106                          STATION DESCRIPTION
 AW7106
 AW7106'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 AW7106'LOCATED ON THE SOUTH SIDE OF THE INDUSTRIAL SECTION OF TEXAS CITY
 AW7106'ABOUT 4 KM (2.50 MI) NORTHWEST OF VIRGINIA POINT, 1.5 KM (0.95 MI)
 AW7106'ENE OF THE INTERSTATE HIGHWAY 45 INTERCHANGE WITH TEXAS ROUTES 6 AND 3
 AW7106'AND ABOUT 1.2 KM (0.75 MI) SOUTHWEST OF THE SOUTHWEST SHORE OF SWAN
 AW7106'LAKE IN A GRASSY MEDIAN RIGHT OF WAY AT THE ENTRANCE TO THE TEXAS
 AW7106'CITY LANDFILL.  REACHED FROM THE JUNCTION OF TEXAS ROUTE 3 AND LOOP
 AW7106'197 ON THE SOUTH SIDE OF TEXAS CITY GO NNE FOR 0.25 ON LOOP 197 TO
 AW7106'CAMPBELL BAYOU ROAD ON THE RIGHT. TURN RIGHT ON CAMPBELL BAYOU ROAD
 AW7106'AND GO SOUTHEAST FOR 0.8 MI (1.3 KM) TO A FORK LEFT AND THE STATION
 AW7106'IN THE GRASSY MEDIAN BETWEEN THE PAVED LEFT FORK AND THE ROAD
 AW7106'STRAIGHT AHEAD.  AN NOS ALUMINUM DISK ATTACHED TO AN ALLOY ROD DRIVEN
 AW7106'INTO THE GROUND AND SURROUNDED BY A ROUND CONCRETE MONUMENT RECESSED
 AW7106'4 CM BELOW GROUND LEVEL.  IT IS, ABOUT 95 M (311.7 FT) EAST OF THE
 AW7106'FORK LEFT, 25 M (82.0 FT) NNE OF THE CENTERLINE OF CAMPBELL BAYOU
 AW7106'ROAD, 23.2 M (76.1 FT) WEST OF A CHAIN LINK FENCE, 18.7 M (61.4 FT)
 AW7106'SOUTH OF THE EDGE OF THE PAVED LEFT FORK AND 12.5 M (41.0 FT) SSE OF A
 AW7106'WOOD POWER POLE OF AN EAST-WEST POWERLINE WHICH HAS A TRANSFORMER AND
 AW7106'LIGHT AT ITS TOP. THE MARK IS RECESSED 0.04 M (0.13 FT) BELOW GROUND.
 AW7106'DESCRIBED BY CSM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1035 ***********************************************************************
 AJ1035  DESIGNATION -  DUNBAR
 AJ1035  PID         -  AJ1035
 AJ1035  STATE/COUNTY-  TX/WEBB
 AJ1035  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1035
 AJ1035                         *CURRENT SURVEY CONTROL
 AJ1035  ___________________________________________________________________
 AJ1035* NAD 83(1993)-  27 59 37.88899(N)    099 32 13.97389(W)     ADJUSTED  
 AJ1035* NAVD 88     -       266.005  (meters)     872.72   (feet)  POSTED    
 AJ1035  ___________________________________________________________________
 AJ1035  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AJ1035  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AJ1035  DYNAMIC HT  -         265.590 (meters)     871.36  (feet)  COMP
 AJ1035  MODELED GRAV-     979,089.8   (mgal)                       NAVD 88
 AJ1035
 AJ1035  HORZ ORDER  -  FIRST
 AJ1035  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AJ1035
 AJ1035.The horizontal coordinates were established by classical geodetic methods
 AJ1035.and adjusted by the National Geodetic Survey in February 1996..
 AJ1035
 AJ1035.The orthometric height was determined by differential leveling
 AJ1035.and adjusted by the National Geodetic Survey in 1992..
 AJ1035.No vertical observational check was made to the station.
 AJ1035.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AJ1035.was located on a no-check spur therefore a value was not computed.
 AJ1035
 AJ1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1035
 AJ1035.The geoid height was determined by GEOID03.
 AJ1035
 AJ1035.The dynamic height is computed by dividing the NAVD 88
 AJ1035.geopotential number by the normal gravity value computed on the
 AJ1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1035.degrees latitude (g = 980.6199 gals.).
 AJ1035
 AJ1035.The modeled gravity was interpolated from observed gravity values.
 AJ1035
 AJ1035;                    North         East     Units Scale Factor Converg.
 AJ1035;SPC TX S     - 5,258,265.915   197,968.415   MT  1.00004458   -0 28 15.2
 AJ1035;SPC TX S     -17,251,494.09    649,501.37   sFT  1.00004458   -0 28 15.2
 AJ1035;SPC TXSC     - 4,017,913.418   547,148.612   MT  1.00013455   -0 15 47.5
 AJ1035;SPC TXSC     -13,182,104.27  1,795,103.40   sFT  1.00013455   -0 15 47.5
 AJ1035;UTM  14      - 3,096,638.236   447,176.238   MT  0.99963444   -0 15 07.8
 AJ1035
 AJ1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1035!SPC TX S     -   0.99996201  x   1.00004458  =   1.00000659
 AJ1035!SPC TXSC     -   0.99996201  x   1.00013455  =   1.00009656
 AJ1035!UTM  14      -   0.99996201  x   0.99963444  =   0.99959646
 AJ1035
 AJ1035:                Primary Azimuth Mark                     Grid Az
 AJ1035:SPC TX S     -  DUNBAR AZ MK                             000 44 16.6
 AJ1035:SPC TXSC     -  DUNBAR AZ MK                             000 31 48.9
 AJ1035:UTM  14      -  DUNBAR AZ MK                             000 31 09.2
 AJ1035
 AJ1035|---------------------------------------------------------------------|
 AJ1035| PID    Reference Object                     Distance      Geod. Az  |
 AJ1035|                                                           dddmmss.s |
 AJ1035| AO0330 DUNBAR AZ MK                                       0001601.4 |
 AJ1035| AJ1389 SAN ROMAN RANCH STEEL WTR TK        APPROX.14.2 KM 1131503.4 |
 AJ1035| AJ1034 DUNBAR RM 2                          20.488 METERS 13149     |
 AJ1035| AJ1036 DUNBAR RM 1                          24.057 METERS 35228     |
 AJ1035|---------------------------------------------------------------------|
 AJ1035
 AJ1035                          SUPERSEDED SURVEY CONTROL
 AJ1035
 AJ1035  NAD 83(1986)-  27 59 37.88445(N)    099 32 13.94832(W) AD(       ) 1
 AJ1035  NAD 27      -  27 59 36.86400(N)    099 32 12.80300(W) AD(       ) 1
 AJ1035  NGVD 29 (??/??/92)  266.015  (m)          872.75   (f) ADJ UNCH    1 2
 AJ1035
 AJ1035.Superseded values are not recommended for survey control.
 AJ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1035.See file dsdata.txt to determine how the superseded data were derived.
 AJ1035
 AJ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4717696638(NAD 83)
 AJ1035_MARKER: DS = TRIANGULATION STATION DISK
 AJ1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1035_STAMPING: DUNBAR 1935
 AJ1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1035+STABILITY: SURFACE MOTION
 AJ1035
 AJ1035  HISTORY     - Date     Condition        Report By
 AJ1035  HISTORY     - 1935     MONUMENTED       CGS
 AJ1035  HISTORY     - 1957     GOOD             NGS
 AJ1035  HISTORY     - 1965     GOOD             USGS
 AJ1035  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ1035  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ1035
 AJ1035                          STATION DESCRIPTION
 AJ1035
 AJ1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1035'STATION IS LOCATED ABOUT 34 MILES A LITTLE S OF SW FROM COTULLA
 AJ1035'AND ABOUT 11-1/2 MILES A LITTLE S OF W FROM ENCINAL ON A HIGH
 AJ1035'PROMINENT HILL WHICH IS ABOUT 600 YARDS W OF U.S. HIGHWAY
 AJ1035'83 IN BRUSH-COVERED PASTURE LAND ON THE JAUANILLA RANCH WHICH IS
 AJ1035'OWNED BY MR. B.B. DUNBAR OF ENCINAL.  MARK IS SET 12 FEET
 AJ1035'FROM A LONE BUSHY MESQUITE TREE AT HIGHEST POINT OF HILL ABOUT
 AJ1035'100 YARDS W OF A SW-NE FENCE LINE WHICH STARTS FROM THE
 AJ1035'HIGHWAY.
 AJ1035'
 AJ1035'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1035'BRONZE DISKS SET IN CONCRETE.
 AJ1035'
 AJ1035'REFERENCE MARK NO. 1 IS N OF STATION.
 AJ1035'
 AJ1035'REFERENCE MARK NO. 2 IS SE OF STATION.
 AJ1035'
 AJ1035'AZIMUTH MARK IS ABOUT 1.2 MILES N OF STATION, SET IN FENCE
 AJ1035'LINE ON S SIDE OF ENTRANCE TO GATE TO PASTURE LAND IN WHICH
 AJ1035'STATION IS LOCATED.
 AJ1035'
 AJ1035'TO REACH FROM RAILROAD STATION IN ENCINAL GO W ON GALVAN RANCH
 AJ1035'ROAD ALONG TELEPHONE LINE FOR 11.5 MILES TO JUNCTION WITH U.S.
 AJ1035'HIGHWAY 83.  TURN LEFT SSE ON U.S. HIGHWAY 83 AND GO 2.4 MILES TO
 AJ1035'CONCRETE POST NO. 1386 (RIGHT-OF-WAY POST) JUST BEFORE REACHING
 AJ1035'TOP OF GRADE.  END TRUCK TRAVEL.  STATION IS TO RIGHT.  (IN
 AJ1035'DRY WEATHER A TRUCK CAN BE DRIVEN TO STATION BY GOING NNW ON
 AJ1035'U.S. HIGHWAY 83 TO A GATE INTO PASTURE IN WHICH STATION IS
 AJ1035'LOCATED AND BY CLEARING A SMALL AMOUNT OF BRUSH.) FROM END
 AJ1035'OF TRUCK TRAVEL STATION IS REACHED BY GOING NW 50 YARDS TO A
 AJ1035'SW FENCE LINE, THENCE ALONG FENCE ABOUT 600 YARDS, THENCE W
 AJ1035'100 YARDS TO TOP OF HILL AND STATION.
 AJ1035'
 AJ1035'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AJ1035
 AJ1035                          STATION RECOVERY (1957)
 AJ1035
 AJ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AJ1035'17.5 MI NW FROM WEBB.
 AJ1035'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1035'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ1035'GRADED DIRT ROAD, THENCE 14.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83,
 AJ1035'THENCE 0.5 MILE SOUTHWEST ALONG A FENCE, 0.1 MILE NORTHWEST OF A
 AJ1035'FENCE, ON TOP OF A HILL, SET IN THE TOP OF A CONCRETE POST WHICH
 AJ1035'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ1035
 AJ1035                          STATION RECOVERY (1965)
 AJ1035
 AJ1035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AJ1035'STATION, R.M. 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 AJ1035'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AJ1035'
 AJ1035'TO REACH--FROM THE JCT OF U.S. HWY 83 AND TEXAS ROUTE 44
 AJ1035'ABOUT 12 MILES WEST OF ENCINAL, GO SSE ON U.S. HWY 83 FOR 01.0
 AJ1035'MILE TO THE AZIMUTH MARK ON THE RIGHT, 11 FEET SOUTH OF A DIRT
 AJ1035'ROAD AND 1 FOOT WEST OF A FENCE LINE.  CONTINUE ON U.S. HWY 83
 AJ1035'ANOTHER 01.1 MILE TO A LOCKED GATE ON THE RIGHT, OPPOSITE A
 AJ1035'TELEPHONE TOWER ON THE LEFT.  TURN RIGHT AND FOLLOW THE DIRT
 AJ1035'ROAD WEST FOR 0.4 MILE TO A TALL TV ANTENNA AND THE STATION
 AJ1035'SITE.  THE STATION MARK IS 46 FEET NW OF THE CENTER OF THE
 AJ1035'TV ANTENNA.
 AJ1035
 AJ1035                          STATION RECOVERY (1982)
 AJ1035
 AJ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ1035'MARK NOT SEARCHED FOR, INACCESSIBLE FOR LEVELS.
 AJ1035
 AJ1035                          STATION RECOVERY (2002)
 AJ1035
 AJ1035'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0330 ***********************************************************************
 AO0330  DESIGNATION -  DUNBAR AZ MK
 AO0330  PID         -  AO0330
 AO0330  STATE/COUNTY-  TX/WEBB
 AO0330  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0330
 AO0330                         *CURRENT SURVEY CONTROL
 AO0330  ___________________________________________________________________
 AO0330* NAD 83(1986)-  28 00 40.     (N)    099 32 13.     (W)     SCALED    
 AO0330* NAVD 88     -       254.041  (meters)     833.47   (feet)  ADJUSTED  
 AO0330  ___________________________________________________________________
 AO0330  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AO0330  DYNAMIC HT  -         253.648 (meters)     832.18  (feet)  COMP
 AO0330  MODELED GRAV-     979,091.9   (mgal)                       NAVD 88
 AO0330
 AO0330  VERT ORDER  -  FIRST     CLASS II
 AO0330
 AO0330.The horizontal coordinates were scaled from a topographic map and have
 AO0330.an estimated accuracy of +/- 6 seconds.
 AO0330
 AO0330.The orthometric height was determined by differential leveling
 AO0330.and adjusted by the National Geodetic Survey in June 1991..
 AO0330
 AO0330.The geoid height was determined by GEOID03.
 AO0330
 AO0330.The dynamic height is computed by dividing the NAVD 88
 AO0330.geopotential number by the normal gravity value computed on the
 AO0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0330.degrees latitude (g = 980.6199 gals.).
 AO0330
 AO0330.The modeled gravity was interpolated from observed gravity values.
 AO0330
 AO0330;                    North         East    Units  Estimated Accuracy
 AO0330;SPC TX S     - 5,260,180.      198,010.      MT  (+/- 180 meters Scaled)
 AO0330
 AO0330                          SUPERSEDED SURVEY CONTROL
 AO0330
 AO0330  NGVD 29 (??/??/92)  254.055  (m)          833.51   (f) ADJ UNCH    1 2
 AO0330
 AO0330.Superseded values are not recommended for survey control.
 AO0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0330.See file dsdata.txt to determine how the superseded data were derived.
 AO0330
 AO0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR472985(NAD 83)
 AO0330_MARKER: DZ = AZIMUTH MARK DISK
 AO0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0330_STAMPING: DUNBAR 1935
 AO0330_MARK LOGO: CGS   
 AO0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0330+STABILITY: SURFACE MOTION
 AO0330
 AO0330  HISTORY     - Date     Condition        Report By
 AO0330  HISTORY     - 1935     MONUMENTED       CGS
 AO0330  HISTORY     - 1957     GOOD             NGS
 AO0330  HISTORY     - 1982     GOOD             NGS
 AO0330  HISTORY     - 20020326 POOR             USPSQD
 AO0330
 AO0330                          STATION DESCRIPTION
 AO0330
 AO0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0330'18.2 MI NW FROM WEBB.
 AO0330'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0330'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AO0330'GRADED DIRT ROAD, THENCE 15.2 MILES NORTHWEST ALONG U.S. HIGHWAY 83,
 AO0330'AT THE TOP OF A HILL, 53 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AO0330'HIGHWAY, 11 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE, 1 FOOT
 AO0330'SOUTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, 1.5 MILES
 AO0330'NORTHEAST OF TRIANGULATION STATION DUNBAR 1935, SET IN THE TOP OF A
 AO0330'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AO0330
 AO0330                          STATION RECOVERY (1982)
 AO0330
 AO0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0330'RECOVERED THIS DATE, 30.2 KM (18.75 MI) NORTHWEST ALONG U.S. HIGHWAY
 AO0330'83 FROM THE JUNCTION OF INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB,
 AO0330'NOTE 0.60 METERS (2.0 FT) NORTHWEST OF A METAL WITNESS POST.
 AO0330
 AO0330                          STATION RECOVERY (2002)
 AO0330
 AO0330'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0330'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1036 ***********************************************************************
 AJ1036  DESIGNATION -  DUNBAR RM 1
 AJ1036  PID         -  AJ1036
 AJ1036  STATE/COUNTY-  TX/WEBB
 AJ1036  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1036
 AJ1036                         *CURRENT SURVEY CONTROL
 AJ1036  ___________________________________________________________________
 AJ1036* NAD 83(1986)-  27 59 37.     (N)    099 32 13.     (W)     SCALED    
 AJ1036* NAVD 88     -       265.645  (meters)     871.54   (feet)  POSTED    
 AJ1036  ___________________________________________________________________
 AJ1036  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AJ1036  DYNAMIC HT  -         265.230 (meters)     870.18  (feet)  COMP
 AJ1036  MODELED GRAV-     979,089.8   (mgal)                       NAVD 88
 AJ1036
 AJ1036  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AJ1036
 AJ1036.The horizontal coordinates were scaled from a topographic map and have
 AJ1036.an estimated accuracy of +/- 6 seconds.
 AJ1036
 AJ1036.The orthometric height was determined by differential leveling
 AJ1036.and adjusted by the National Geodetic Survey in 1992..
 AJ1036.No vertical observational check was made to the station.
 AJ1036.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AJ1036.was located on a no-check spur therefore a value was not computed.
 AJ1036
 AJ1036.The geoid height was determined by GEOID03.
 AJ1036
 AJ1036.The dynamic height is computed by dividing the NAVD 88
 AJ1036.geopotential number by the normal gravity value computed on the
 AJ1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1036.degrees latitude (g = 980.6199 gals.).
 AJ1036
 AJ1036.The modeled gravity was interpolated from observed gravity values.
 AJ1036
 AJ1036;                    North         East    Units  Estimated Accuracy
 AJ1036;SPC TX S     - 5,258,240.      198,000.      MT  (+/- 180 meters Scaled)
 AJ1036
 AJ1036                          SUPERSEDED SURVEY CONTROL
 AJ1036
 AJ1036  NGVD 29 (??/??/92)  265.655  (m)          871.57   (f) ADJ UNCH    1 2
 AJ1036
 AJ1036.Superseded values are not recommended for survey control.
 AJ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1036.See file dsdata.txt to determine how the superseded data were derived.
 AJ1036
 AJ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR472966(NAD 83)
 AJ1036_MARKER: DR = REFERENCE MARK DISK
 AJ1036_SETTING: 0 = UNSPECIFIED SETTING
 AJ1036_STAMPING: DUNBAR NO 1 1935
 AJ1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1036
 AJ1036  HISTORY     - Date     Condition        Report By
 AJ1036  HISTORY     - 1935     MONUMENTED       CGS
 AJ1036  HISTORY     - 1957     GOOD             NGS
 AJ1036  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ1036  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ1036
 AJ1036                          STATION DESCRIPTION
 AJ1036
 AJ1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ1036'17.5 MI NW FROM WEBB.
 AJ1036'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1036'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ1036'GRADED DIRT ROAD, THENCE 14.0 MILES NORTH ALONG U.S. HIGHWAY 83,
 AJ1036'THENCE 0.5 MILE SOUTHWEST ALONG A FENCE, 0.1 MILE NORTHWEST OF A
 AJ1036'FENCE, ON TOP OF A HILL, 78.9 FEET NORTHEAST OF TRIANGULATION STATION
 AJ1036'DUNBAR 1935.
 AJ1036
 AJ1036                          STATION RECOVERY (1982)
 AJ1036
 AJ1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ1036'MARK NOT SEARCHED FOR, INACCESSIBLE FOR LEVELS.
 AJ1036
 AJ1036                          STATION RECOVERY (2002)
 AJ1036
 AJ1036'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1034 ***********************************************************************
 AJ1034  DESIGNATION -  DUNBAR RM 2
 AJ1034  PID         -  AJ1034
 AJ1034  STATE/COUNTY-  TX/WEBB
 AJ1034  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1034
 AJ1034                         *CURRENT SURVEY CONTROL
 AJ1034  ___________________________________________________________________
 AJ1034* NAD 83(1986)-  27 59 37.     (N)    099 32 13.     (W)     SCALED    
 AJ1034* NAVD 88     -       265.714  (meters)     871.76   (feet)  POSTED    
 AJ1034  ___________________________________________________________________
 AJ1034  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AJ1034  DYNAMIC HT  -         265.300 (meters)     870.41  (feet)  COMP
 AJ1034  MODELED GRAV-     979,089.8   (mgal)                       NAVD 88
 AJ1034
 AJ1034  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AJ1034
 AJ1034.The horizontal coordinates were scaled from a topographic map and have
 AJ1034.an estimated accuracy of +/- 6 seconds.
 AJ1034
 AJ1034.The orthometric height was determined by differential leveling
 AJ1034.and adjusted by the National Geodetic Survey in 1992..
 AJ1034.No vertical observational check was made to the station.
 AJ1034.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AJ1034.was located on a no-check spur therefore a value was not computed.
 AJ1034
 AJ1034.The geoid height was determined by GEOID03.
 AJ1034
 AJ1034.The dynamic height is computed by dividing the NAVD 88
 AJ1034.geopotential number by the normal gravity value computed on the
 AJ1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1034.degrees latitude (g = 980.6199 gals.).
 AJ1034
 AJ1034.The modeled gravity was interpolated from observed gravity values.
 AJ1034
 AJ1034;                    North         East    Units  Estimated Accuracy
 AJ1034;SPC TX S     - 5,258,240.      198,000.      MT  (+/- 180 meters Scaled)
 AJ1034
 AJ1034                          SUPERSEDED SURVEY CONTROL
 AJ1034
 AJ1034  NGVD 29 (??/??/92)  265.725  (m)          871.80   (f) ADJ UNCH    1 2
 AJ1034
 AJ1034.Superseded values are not recommended for survey control.
 AJ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1034.See file dsdata.txt to determine how the superseded data were derived.
 AJ1034
 AJ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR472966(NAD 83)
 AJ1034_MARKER: DR = REFERENCE MARK DISK
 AJ1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1034_STAMPING: DUNBAR NO 2 1935
 AJ1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1034+STABILITY: SURFACE MOTION
 AJ1034
 AJ1034  HISTORY     - Date     Condition        Report By
 AJ1034  HISTORY     - 1935     MONUMENTED       CGS
 AJ1034  HISTORY     - 1957     GOOD             NGS
 AJ1034  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ1034  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ1034
 AJ1034                          STATION DESCRIPTION
 AJ1034
 AJ1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ1034'17.5 MI NW FROM WEBB.
 AJ1034'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ1034'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ1034'GRADED DIRT ROAD, THENCE 14.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83,
 AJ1034'THENCE 0.5 MILE SOUTHWEST ALONG A FENCE, 135 YARDS NORTHWEST OF A
 AJ1034'FENCE, ON TOP OF A HILL, 67.4 FEET SOUTHEAST OF TRIANGULATION STATION
 AJ1034'DUNBAR 1935, 1.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AJ1034'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ1034
 AJ1034                          STATION RECOVERY (1982)
 AJ1034
 AJ1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ1034'MARK NOT SEARCHED FOR, INACCESSIBLE FOR LEVELS THIS DATE.
 AJ1034
 AJ1034                          STATION RECOVERY (2002)
 AJ1034
 AJ1034'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0280 ***********************************************************************
 AX0280  DESIGNATION -  DUNCAN
 AX0280  PID         -  AX0280
 AX0280  STATE/COUNTY-  TX/WHARTON
 AX0280  USGS QUAD   -  LISSIE (1981)
 AX0280
 AX0280                         *CURRENT SURVEY CONTROL
 AX0280  ___________________________________________________________________
 AX0280* NAD 83(1993)-  29 30 26.53713(N)    096 13 58.50869(W)     ADJUSTED  
 AX0280* NAVD 88     -        44.98   (+/-2cm)     147.6    (feet)  VERTCON   
 AX0280  ___________________________________________________________________
 AX0280  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AX0280  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0280
 AX0280  HORZ ORDER  -  FIRST
 AX0280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0280
 AX0280.The horizontal coordinates were established by classical geodetic methods
 AX0280.and adjusted by the National Geodetic Survey in February 1996..
 AX0280
 AX0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0280.The vertical order pertains to the NGVD 29 superseded value.
 AX0280
 AX0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0280
 AX0280.The geoid height was determined by GEOID03.
 AX0280
 AX0280;                    North         East     Units Scale Factor Converg.
 AX0280;SPC TXSC     - 4,188,701.202   868,233.617   MT  0.99986776   +1 21 20.3
 AX0280;SPC TXSC     -13,742,430.53  2,848,529.79   sFT  0.99986776   +1 21 20.3
 AX0280;UTM  14      - 3,267,392.032   768,240.877   MT  1.00048792   +1 21 49.3
 AX0280
 AX0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0280!SPC TXSC     -   0.99999720  x   0.99986776  =   0.99986496
 AX0280!UTM  14      -   0.99999720  x   1.00048792  =   1.00048512
 AX0280
 AX0280:                Primary Azimuth Mark                     Grid Az
 AX0280:SPC TXSC     -  LISSIE RICE MILL                         003 02 09.8
 AX0280:UTM  14      -  LISSIE RICE MILL                         003 01 40.8
 AX0280
 AX0280|---------------------------------------------------------------------|
 AX0280| PID    Reference Object                     Distance      Geod. Az  |
 AX0280|                                                           dddmmss.s |
 AX0280| AX2654 LISSIE RICE MILL                    APPROX. 5.7 KM 0042330.1 |
 AX0280| AX2656 TENN GAS TRANS MAST KKA 230         APPROX. 9.0 KM 0713737.0 |
 AX0280| AX2652 EAST BERNARD HOLY CROSS CH          APPROX.16.0 KM 0812922.2 |
 AX0280| AX0281 DUNCAN RM 1                          30.212 METERS 09630     |
 AX0280| AX2678 TEX ILL GAS PIPE S MW KKF 211       APPROX.15.3 KM 1383450.2 |
 AX0280| AX2663 LAKESIDE IRRIGATION CO STACK        APPROX.17.8 KM 2930459.0 |
 AX0280| AX2659 EAGLE LAKE STACK                    APPROX.11.4 KM 2994523.7 |
 AX0280| AX0279 DUNCAN AZ MK                                       3162312.2 |
 AX0280| AX0282 DUNCAN RM 2                          27.900 METERS 35511     |
 AX0280|---------------------------------------------------------------------|
 AX0280
 AX0280                          SUPERSEDED SURVEY CONTROL
 AX0280
 AX0280  NAD 83(1986)-  29 30 26.55114(N)    096 13 58.49348(W) AD(       ) 1
 AX0280  NAD 27      -  29 30 25.67800(N)    096 13 57.62600(W) AD(       ) 1
 AX0280  NGVD 29 (??/??/92)   44.971  (m)          147.54   (f) ADJ UNCH    2 0
 AX0280
 AX0280.Superseded values are not recommended for survey control.
 AX0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0280.See file dsdata.txt to determine how the superseded data were derived.
 AX0280
 AX0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6824167392(NAD 83)
 AX0280_MARKER: DS = TRIANGULATION STATION DISK
 AX0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0280_STAMPING: DUNCAN 1943
 AX0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0280+STABILITY: SURFACE MOTION
 AX0280
 AX0280  HISTORY     - Date     Condition        Report By
 AX0280  HISTORY     - 1943     MONUMENTED       CGS
 AX0280  HISTORY     - 1943     GOOD             CGS
 AX0280  HISTORY     - 1943     GOOD             CGS
 AX0280  HISTORY     - 1954     GOOD             CGS
 AX0280  HISTORY     - 1955     GOOD             CGS
 AX0280  HISTORY     - 1963     GOOD             CGS
 AX0280
 AX0280                          STATION DESCRIPTION
 AX0280
 AX0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX0280'THE STATION IS ABOUT 9 MILES SE OF EAGLE LAKE AND 9.5 MILES
 AX0280'W OF EAST BERNARD ON LAND OWNED BY I.V. DUNCAN, WHO LIVES
 AX0280'AT MATTHEWS.  THE MARK IS IN PLOUGHED FIELD ON S SIDE OF
 AX0280'E-W DIRT ROAD, ABOUT 7 PACES S OF ROAD DITCH.  THE DISK IS
 AX0280'STAMPED DUNCAN 1943 AND IS 10 INCHES UNDERGROUND.
 AX0280'
 AX0280'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX0280'DISKS SET IN CONCRETE.
 AX0280'
 AX0280'REFERENCE MARK NO. 1 IS NE OF THE STATION, IN E-W FENCE LINE
 AX0280'ON N SIDE OF ROAD.  THE DISK IS STAMPED DUNCAN 1943 AND
 AX0280'PROJECTS 3 INCHES.
 AX0280'
 AX0280'REFERENCE MARK NO. 2 IS NNW OF STATION, IN FENCE LINE ON
 AX0280'N SIDE OF ROAD.  THE DISK IS STAMPED DUNCAN 1943 AND PROJECTS
 AX0280'3 INCHES.
 AX0280'
 AX0280'THE AZIMUTH MARK IS ABOUT 0.3 MILE W OF THE STATION, IN
 AX0280'E-W FENCE LINE ON N SIDE OF ROAD, ABOUT 6 FEET E OF A GATE
 AX0280'INTO THE FIELD ON THE N SIDE OF THE ROAD, ABOUT 30 FEET N
 AX0280'OF THE CENTER LINE OF THE ROAD.  THE DISK IS STAMPED DUNCAN
 AX0280'1943 AND PROJECTS 4 INCHES.  TO REACH FROM STATION--GO W
 AX0280'ON DIRT ROAD FROM STATION 0.3 MILE TO MARK ON RIGHT.
 AX0280'
 AX0280'THE STATION IS REACHED FROM LISSIE, ON U.S. 90--GO E ON U.S.
 AX0280'90 FROM LISSIE RAILROAD DEPOT 0.35 MILE TO GRAVEL ROAD RIGHT,
 AX0280'S.  FOLLOW THIS ROAD S 3.0 MILES TO GATE AND CATTLE GUARD
 AX0280'ON LEFT.  TURN LEFT THROUGH GATE AND GO 1.0 MILE TO SMALL
 AX0280'CREEK.  CONTINUE 0.60 MILE TO TOP OF SWELL AND STATION ON
 AX0280'RIGHT.
 AX0280'
 AX0280'EAGLE LAKE STACK AND AIRWAY BEACON TO S ARE VISIBLE FROM
 AX0280'GROUND.
 AX0280
 AX0280                          STATION RECOVERY (1943)
 AX0280
 AX0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AX0280'ORIGINAL DESCRIPTION NOT AVAILABLE AT THE TIME OF RECOVERY.
 AX0280'
 AX0280'STATION IS ABOUT 5 MILES SOUTHWESTERLY FROM LISSIE, ABOUT
 AX0280'1.6 MILES SE OF LISSIE-MC DOW GRAVELED ROAD, ALONG A PRIVATE
 AX0280'DIRT ROAD, 37.0 FEET SW OF THE CENTER LINE OF THE ROAD, 13.6
 AX0280'FEET SW OF A 4-BY 4-INCH WOODEN MARKER POST.  IT IS
 AX0280'STAMPED DUNCAN 1943.  THE TOP OF THE MONUMENT IS 1.1 FEET
 AX0280'BELOW SURFACE OF GROUND.
 AX0280'
 AX0280'REFERENCE MARK NO. 1 IS 23.5 FEET NE OF THE CENTER
 AX0280'LINE OF THE ROAD, IN RIGHT-OF-WAY FENCE LINE AND 99.1 FEET
 AX0280'EASTERLY FROM THE STATION.  STAMPED DUNCAN NO. 1 1943.  THE
 AX0280'MONUMENT PROJECTS ABOUT 0.3 FOOT.
 AX0280'
 AX0280'REFERENCE MARK NO. 2 IS 22.5 FEET NE OF THE CENTER
 AX0280'LINE OF THE ROAD, IN RIGHT-OF-WAY FENCE LINE AND 91.5 FEET
 AX0280'NORTHERLY FROM THE STATION.  STAMPED DUNCAN NO. 2 1943.  THE
 AX0280'MONUMENT PROJECTS ABOUT 0.4 FOOT.
 AX0280'
 AX0280'AZIMUTH MARK IS ABOUT 0.3 MILE NW OF THE STATION, 1.3 MILE
 AX0280'SE OF INTERSECTION OF GRAVELED ROAD, 22.5 FEET NE OF THE CENTER
 AX0280'LINE OF THE DIRT ROAD LEADING SE AND 15.0 FEET SE OF THE
 AX0280'CENTER LINE OF A DIRT ROAD LEADING NORTHEASTERLY.  IT IS IN
 AX0280'RIGHT-OF-WAY FENCE LINE AND 2.1 FEET NW OF A 4- BY 4-INCH
 AX0280'WOODEN MARKER POST.  IT IS STAMPED DUNCAN 1943.  THE MONUMENT
 AX0280'PROJECTS ABOUT 0.4 FOOT.
 AX0280
 AX0280                          STATION RECOVERY (1943)
 AX0280
 AX0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0280'5.0 MI SW FROM LISSIE.
 AX0280'5.0 MILES SOUTHWEST OF LISSIE, WHARTON COUNTY, FROM THE TEXAS AND NEW
 AX0280'ORLEANS RAILROAD STATION, 0.3 MILE EAST ALONG U.S. HIGHWAY 90 A, 3.1
 AX0280'MILES SOUTHWEST ALONG A GRAVEL ROAD, AND 1.6 MILES SOUTHEAST ALONG A
 AX0280'PRIVATE DIRT ROAD, 0.05 MILE SOUTHEAST OF THE JUNCTION OF A PRIVATE
 AX0280'DIRT ROAD LEADING SOUTHWEST, 59.6 FEET SOUTHWEST ACROSS THE ROAD FROM
 AX0280'A NORTHWEST-AND-SOUTHEAST FENCE LINE, 37 FEET SOUTHWEST OF THE
 AX0280'CENTERLINE OF THE ROAD, 13.6 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AX0280'POST, AND 1.1 FEET BELOW THE SURFACE OF THE GROUND.  A STANDARD
 AX0280'TRIANGULATION STATION DISK, STAMPED DUNCAN 1943 AND SET IN THE TOP OF
 AX0280'A CONCRETE POST.
 AX0280
 AX0280                          STATION RECOVERY (1954)
 AX0280
 AX0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX0280'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 AX0280'IN VERY GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AX0280'
 AX0280'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF EAGLE LAKE,
 AX0280'9.5 MILES WEST OF EAST BERNARD AND 3 MILES SOUTH OF LISSIE.
 AX0280'MR. I.V. DUNCAN OWNS THE PROPERTY.
 AX0280'
 AX0280'TO REACH THE STATION FROM THE DEPOT IN LISSIE, GO EAST ON
 AX0280'U.S. HIGHWAY 90A FOR 0.35 MILE TO A PAVED STREET RIGHT.  TURN
 AX0280'RIGHT, SOUTHWEST, AND FOLLOW GRAVEL ROAD (4 BLOCKS OF PAVED
 AX0280'STREET) FOR 3 MILES TO A GATE, CATTLE GUARD AND TRACK ROAD
 AX0280'LEFT.  CROSS CATTLE GUARD THENCE STRAIGHT AHEAD FOR 1.3 MILE
 AX0280'TO THE AZIMUTH MARK ON THE LEFT NEAR A GATE.  CONTINUE AHEAD
 AX0280'FOR 0.3 MILE TO THE STATION MARK ON THE RIGHT.
 AX0280'
 AX0280'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE POST
 AX0280'12 INCHES BELOW THE SURFACE.  IT IS 100 YARDS EAST
 AX0280'OF A CULVERT AND ROAD LEADING SOUTH, 37 FEET SOUTH OF THE
 AX0280'CENTERLINE OF TRACK ROAD, 60 FEET SOUTH OF AN EAST-WEST
 AX0280'FENCELINE AND 5.5 FEET SOUTHWEST OF A WITNESS POST.  THE MARK
 AX0280'IS STAMPED DUNCAN 1943.
 AX0280'
 AX0280'REFERENCE MARK 1, IS IN THE EAST-WEST FENCELINE
 AX0280'ON THE NORTH SIDE OF THE TRACK ROAD.  IT IS A STANDARD DISK
 AX0280'SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES.  THE
 AX0280'MARK IS STAMPED DUNCAN NO 1 1943.
 AX0280'
 AX0280'REFERENCE MARK 2, IS A STANDARD DISK SET IN A
 AX0280'SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS IN THE
 AX0280'EAST-WEST FENCELINE 21 FEET NORTH OF THE CENTERLINE OF THE
 AX0280'TRACK ROAD.  THE MARK IS STAMPED DUNCAN NO 2 1943.
 AX0280'
 AX0280'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AX0280'POST PROJECTING 3 INCHES.  IT IS 22 FEET NORTH OF THE CENTERLINE
 AX0280'OF THE TRACK ROAD, 8 FEET EAST OF THE EAST GATE POST AND A
 AX0280'WITNESS POST AND IN AN EAST-WEST FENCELINE.  THE MARK IS
 AX0280'STAMPED DUNCAN 1943.
 AX0280
 AX0280                          STATION RECOVERY (1955)
 AX0280
 AX0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WLH)
 AX0280'LOCATED STATION DUNCAN, R.M. 1, R.M. 2 AND AZIMUTH MARK, AS
 AX0280'DESCRIBED.  DIRECTIONS TO STATION SHOULD BE MODIFIED TO SE
 AX0280'ON U.S. 90-A FROM R.R. DEPOT 0.35 MILES TO BLACK TOP CITY
 AX0280'STREET RIGHT (S).  FOLLOW THIS STREET 0.25 MILES WHERE IT
 AX0280'BECOMES GRAVEL COUNTY ROAD, CONTINUE A TOTAL OF 3.0 MILES
 AX0280'TO A NEW R.R. RAIL TYPE CATTLE GUARD AND LEFT ALONG SIDE
 AX0280'OLD CONCRETE RAIL TYPE CATTLEGUARD.  TURN LEFT AND GO 1 MILE
 AX0280'TO SMALL CREEK.  CONTINUE 0.60 MILES TO TOP OF SWELL AND
 AX0280'STATION ON RIGHT.
 AX0280
 AX0280                          STATION RECOVERY (1963)
 AX0280
 AX0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX0280'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 AX0280'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX0280'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0852 ***********************************************************************
 EN0852  DESIGNATION -  DUNCAN
 EN0852  PID         -  EN0852
 EN0852  STATE/COUNTY-  TX/HALE
 EN0852  USGS QUAD   -  AIKEN (1968)
 EN0852
 EN0852                         *CURRENT SURVEY CONTROL
 EN0852  ___________________________________________________________________
 EN0852* NAD 83(1993)-  34 09 02.04940(N)    101 34 17.83564(W)     ADJUSTED  
 EN0852* NAVD 88     -      1016.     (meters)    3333.     (feet)  SCALED    
 EN0852  ___________________________________________________________________
 EN0852  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 EN0852  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EN0852
 EN0852  HORZ ORDER  -  SECOND
 EN0852
 EN0852.The horizontal coordinates were established by classical geodetic methods
 EN0852.and adjusted by the National Geodetic Survey in February 1996..
 EN0852
 EN0852.The orthometric height was scaled from a topographic map.
 EN0852
 EN0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0852
 EN0852.The geoid height was determined by GEOID03.
 EN0852
 EN0852;                    North         East     Units Scale Factor Converg.
 EN0852;SPC TXNC     - 2,279,600.346   316,754.974   MT  1.00005649   -1 40 30.9
 EN0852;SPC TXNC     - 7,478,988.80  1,039,220.28   sFT  1.00005649   -1 40 30.9
 EN0852;UTM  14      - 3,781,839.120   262,906.540   MT  1.00029299   -1 26 39.5
 EN0852
 EN0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0852!SPC TXNC     -   0.99984463  x   1.00005649  =   0.99990111
 EN0852!UTM  14      -   0.99984463  x   1.00029299  =   1.00013758
 EN0852
 EN0852|---------------------------------------------------------------------|
 EN0852| PID    Reference Object                     Distance      Geod. Az  |
 EN0852|                                                           dddmmss.s |
 EN0852| EN0851 IRON PIPE NEAR DUNCAN                12.883 METERS 02429     |
 EN0852| EN0850 AIKEN PAYMASTER SEED CO TANK        APPROX. 4.2 KM 1012349.6 |
 EN0852| CJ6262 DUNCAN RM 1                          18.175 METERS 20808     |
 EN0852| EN0860 PLAINVIEW HALE CO CTHSE DOME        APPROX.12.6 KM 2874019.2 |
 EN0852| EN0865 PLAINVIEW WEST MUNICIPAL TANK       APPROX.15.1 KM 2875755.6 |
 EN0852| EN0861 PLAINVIEW NORTH MUNICIPAL TANK      APPROX.13.4 KM 2920310.9 |
 EN0852| EN0863 PLAINVIEW RAD STA KVOP MST          APPROX.14.7 KM 2943713.0 |
 EN0852| EN0871 PLAINVIEW PIONEER GAS CO MST        APPROX.19.3 KM 2962136.7 |
 EN0852| EN0858 PLAINVIEW COOP COMPRESS TANK        APPROX. 7.8 KM 3005106.6 |
 EN0852| CJ6263 DUNCAN RM 2                          19.690 METERS 30740     |
 EN0852| EN0862 PLAINVIEW PRODUCERS CO ELEV         APPROX.15.7 KM 3080826.9 |
 EN0852| CJ6261 DUNCAN AZ MK                                       3390401.1 |
 EN0852|---------------------------------------------------------------------|
 EN0852
 EN0852                          SUPERSEDED SURVEY CONTROL
 EN0852
 EN0852  NAD 83(1993)-  34 09 02.05085(N)    101 34 17.83247(W) AD(       ) 2
 EN0852  NAD 83(1986)-  34 09 02.05566(N)    101 34 17.83004(W) AD(       ) 2
 EN0852  NAD 27      -  34 09 01.79502(N)    101 34 16.22180(W) AD(       ) 2
 EN0852
 EN0852.Superseded values are not recommended for survey control.
 EN0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0852.See file dsdata.txt to determine how the superseded data were derived.
 EN0852
 EN0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC6290781839(NAD 83)
 EN0852_MARKER: DS = TRIANGULATION STATION DISK
 EN0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0852
 EN0852  HISTORY     - Date     Condition        Report By
 EN0852  HISTORY     - 1964     MONUMENTED       CGS
 EN0852  HISTORY     - 1971     GOOD             DMA
 EN0852
 EN0852                          STATION DESCRIPTION
 EN0852
 EN0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0852'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST-NORTHWEST OF LOCKNEY, 8
 EN0852'MILES EAST-SOUTHEAST OF PLAINVIEW, 3/4 MILE WEST OF THE FLOYD-HALE
 EN0852'COUNTY LINE, AND 1/2 MILE SOUTH OF U.S. HIGHWAY 70, IN PASTURE LAND
 EN0852'OWNED BY MR. LEON DUNCAN WHO LIVES IN PLAINVIEW.
 EN0852'
 EN0852'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM ROAD 2301
 EN0852'WHICH IS 1/4 MILE EAST-SOUTHEAST OF AIKEN, GO WESTERLY ON U.S.
 EN0852'HIGHWAY 70 FOR 2.9 MILES TO END OF THE 4-LANE HIGHWAY AND A GATE
 EN0852'ON THE LEFT.  TURN LEFT, SOUTH, PASSING THROUGH THE GATE AND THEN
 EN0852'WESTERLY FOR 0.15 MILE TO A PIPE GATE, PASS THROUGH AND TURN LEFT,
 EN0852'SOUTH, ON FIELD ROAD FOR 0.15 MILE TO A BARN AND STOCK LOT ON THE
 EN0852'LEFT, CONTINUE AHEAD SOUTHWESTERLY ACROSS COUNTRY FOR 0.15 TO
 EN0852'HIGHEST POINT OF A LOW RIDGE AND STATION.  TO REACH THE AZIMUTH MARK
 EN0852'FROM THE STATION GO ACROSS COUNTRY NORTH-NORTHWEST FOR 0.4 MILE
 EN0852'TO AZIMUTH MARK BETWEEN TWO POWERLINE POLES.
 EN0852'
 EN0852'THE STATION IS A STANDARD DISK, STAMPED DUNCAN 1964, SET IN THE TOP
 EN0852'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 EN0852'IT IS 200.0 FEET NORTHWEST OF A TRANSFORMER POLE, 158.0 FEET WEST OF
 EN0852'A NORTH-SOUTH FENCE, AND 3.6 FEET SOUTHWEST OF A WITNESS POST.
 EN0852'
 EN0852'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUNCAN NO 1 1964, SET IN
 EN0852'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0852'IS 165.4 FEET WEST-NORTHWEST OF THE TRANSFORMER POLE, 156.3 FEET
 EN0852'WEST OF THE FENCE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0852'
 EN0852'REFERNCE MARK 2 IS A STANDARD DISK, STAMPED DUNCAN NO 2 1964, SET IN
 EN0852'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0852'IS 257.7 FEET NORTHWEST OF THE TRANSFORMER POLE, 221.0 FEET WEST OF
 EN0852'THE FENCE, AND ABOUT 2 FEET LOWER THAN THE STATION.
 EN0852'
 EN0852'AZIMUTH MARK IS A STANDARD DISK, STAMPED DUNCAN 1964, SET IN THE TOP
 EN0852'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 21.7
 EN0852'FEET SOUTH-SOUTHWEST OF THE EAST GATE POST, 6.6 FEET WEST OF THE
 EN0852'EAST POWERLINE POLE, 6.6 FEET EAST OF THE WEST POWERLINE POLE, AND
 EN0852'2.8 FEET SOUTH OF A WITNESS POST.
 EN0852'
 EN0852'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 EN0852
 EN0852                          STATION RECOVERY (1971)
 EN0852
 EN0852'RECOVERY NOTE BY DEFENSE MAP AGENCY 1971
 EN0852'STATION, RM 1, RM 2, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 EN0852'
 EN0852'1964 ROUTE DESCRIPTION ADEQUATE EXCEPT PART WHICH STATE, GO WESTERLY
 EN0852'ON US HWY FOR 2.9 MILES TO END OF THE 4 LANE HIGHWAY AND A GATE ON
 EN0852'THE LEFT.  AT THIS POINT THE 4 LANE HIGHWAY NOW CONTINUES AND THE
 EN0852'GATE ON THE LEFT IS GONE.
 EN0852'
 EN0852'USC AND GS UNADJUSTED FIELD DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3387 ***********************************************************************
 CS3387  DESIGNATION -  DUNCAN 2
 CS3387  PID         -  CS3387
 CS3387  STATE/COUNTY-  TX/DALLAS
 CS3387  USGS QUAD   -  DUNCANVILLE (1981)
 CS3387
 CS3387                         *CURRENT SURVEY CONTROL
 CS3387  ___________________________________________________________________
 CS3387* NAD 83(1993)-  32 38 43.10177(N)    096 53 13.19806(W)     ADJUSTED  
 CS3387* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 CS3387  ___________________________________________________________________
 CS3387  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 CS3387  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CS3387
 CS3387  HORZ ORDER  -  SECOND
 CS3387
 CS3387.The horizontal coordinates were established by classical geodetic methods
 CS3387.and adjusted by the National Geodetic Survey in February 1996..
 CS3387
 CS3387.The orthometric height was scaled from a topographic map.
 CS3387
 CS3387.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3387
 CS3387.The geoid height was determined by GEOID03.
 CS3387
 CS3387;                    North         East     Units Scale Factor Converg.
 CS3387;SPC TXNC     - 2,109,683.213   751,318.896   MT  0.99989761   +0 52 47.0
 CS3387;SPC TXNC     - 6,921,519.01  2,464,952.08   sFT  0.99989761   +0 52 47.0
 CS3387;UTM  14      - 3,613,938.602   698,192.637   MT  1.00008438   +1 08 24.7
 CS3387
 CS3387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3387!SPC TXNC     -   0.99997043  x   0.99989761  =   0.99986804
 CS3387!UTM  14      -   0.99997043  x   1.00008438  =   1.00005480
 CS3387
 CS3387|---------------------------------------------------------------------|
 CS3387| PID    Reference Object                     Distance      Geod. Az  |
 CS3387|                                                           dddmmss.s |
 CS3387| CS2822 DUNCAN                              315.503 METERS 02934     |
 CS3387| CS3388 DUNCAN RM 4                         303.894 METERS 03011     |
 CS3387| AI0725 DUNCAN 2 RM 2                        14.485 METERS 03724     |
 CS3387| AI0724 DUNCAN 2 RM 1                        10.880 METERS 22118     |
 CS3387|---------------------------------------------------------------------|
 CS3387
 CS3387                          SUPERSEDED SURVEY CONTROL
 CS3387
 CS3387  NAD 83(1986)-  32 38 43.10802(N)    096 53 13.18001(W) AD(       ) 2
 CS3387
 CS3387.Superseded values are not recommended for survey control.
 CS3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3387.See file dsdata.txt to determine how the superseded data were derived.
 CS3387
 CS3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9819313939(NAD 83)
 CS3387_MARKER: DH = HORIZONTAL CONTROL DISK
 CS3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3387_SP_SET: PREFAB CONC. POST IN EARTH
 CS3387_STAMPING: DUNCAN 2 1984
 CS3387_MARK LOGO: NGS   
 CS3387_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3387+STABILITY: SURFACE MOTION
 CS3387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3387+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 CS3387
 CS3387  HISTORY     - Date     Condition        Report By
 CS3387  HISTORY     - 1984     MONUMENTED       NGS
 CS3387  HISTORY     - 19841109 GOOD             NGS
 CS3387  HISTORY     - 20031110 GOOD             USPSQD
 CS3387
 CS3387                          STATION DESCRIPTION
 CS3387
 CS3387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 CS3387'THE STATION IS LOCATED 2.40 KM (1.5 MI) EAST OF DUNCANVILLE CENTER
 CS3387'AND 0.30 KM (0.2 MI) SOUTH OF THE INTERSECTION OF U.S HIGHWAY 67 AND
 CS3387'WHEATLAND ROAD, IN THE MEDIAN OF U.S. HIGHWAY 67 ON THE SOUTH END OF
 CS3387'A CRASH BARRIER.
 CS3387'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND U.S.HIGHWAY
 CS3387'67 ON THE SOUTHWEST EDGE OF DALLAS, GO SOUTHERLY ON U.S. HWY 67 FOR
 CS3387'0.8 KM (0.50 MI) TO THE JUNCTION OF WHEATLAND ROAD AND REFERENCE
 CS3387'MARK 4 ON THE RIGHT IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 CS3387'CONTINUE SOUTHERLY FOR 0.30 KM (0.20 MI) TO THE STATION ON THE LEFT
 CS3387'IN THE MEDIAN.
 CS3387'THE STATION MARK, STAMPED---DUNCAN 2 1984---, IS A STANDARD DISK SET
 CS3387'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 5.24
 CS3387'M (17.2 FT) SOUTH OF A CRASH BARRIER, 3.05 M (10.0 FT) WEST OF THE
 CS3387'EAST SHOULDER, 3.17 M (10.4 FT) EAST OF THE WEST SHOULDER AND 0.55 M
 CS3387'(1.8 FT) NORTHWEST OF A WITNESS POST.
 CS3387
 CS3387                          STATION RECOVERY (1984)
 CS3387
 CS3387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CS3387'THE STATION IS LOCATED 2.40 KM (1.50 MI) EAST OF DUNCANVILLE CENTER
 CS3387'AND 0.30 KM (0.20 MI) SOUTH OF THE INTERSECTION OF U.S HIGHWAY 67 AND
 CS3387'WHEATLAND ROAD IN THE MEDIAN OF U.S HIGHWAY 67 ON THE SOUTH END OF A
 CS3387'CRASH BARRIER.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 2O
 CS3387'AND U.S HIGHWAY 67 ON THE SOUTHWEST EDGE OF DALLAS, GO SOUTHERLY ON
 CS3387'U.S HIGHWAY 67 FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF WHEATLAND ROAD
 CS3387'AND THE REFERENCE MARK 4 ON THE RIGHT IN THE NORTHWEST ANGLE OF THE
 CS3387'INTERSECTION.  CONTINUE SOUTHERLY FOR 0.30 KM (0.20 MI) TO THE STATION
 CS3387'ON THE LEFT IN THE MEDIAN.  STATION MARK, STAMPED---DUNCAN 2 1984---,
 CS3387'IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 CS3387'THE GROUND.  IT IS 5.24 METERS (17.19 FT) SOUTH OF A CRASH BARRIER,
 CS3387'3.05 METERS (10.01 FT) WEST OF THE EAST SHOULDER, 3.17 METERS (10.40
 CS3387'FT) EAST OF THE WEST SHOULDER AND 0.55 METER (1.80 FT) NORTHWEST OF A
 CS3387'WITNESS POST.  REFERENCE MARK 1, STAMPED---DUNCAN 2 NO 1 1984---, IS A
 CS3387'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 CS3387'GROUND.  IT IS 10.97 METERS (35.99 FT) SOUTH OF THE WITNESS POST, 3.47
 CS3387'METERS (11.38 FT) EAST OF THE WEST SHOULDER OF THE HIGHWAY, 2.77
 CS3387'METERS (9.09 FT) WEST OF EAST SHOULDER.  REFERENCE MARK 2, STAMPED,
 CS3387'UNSTAMPED, IS THE SOUTHWEST SUPPORT POST MADE OF CHANNEL IRON AND
 CS3387'PROJECTS 1 METER (3.3 FT).  THE POINT IS THE CENTER.  IT IS 2.29
 CS3387'METERS (7.51 FT) EAST OF THE WEST SHOULDER.  REFERENCE MARK 4,
 CS3387'STAMPED---DUNCAN 1947 NO 4 1974---, IS A STANDARD DISK SET IN THE EAST
 CS3387'END OF A DRAINING INTAKE.  THE MARK IS USED FOR AN AZIMUTH MARK
 CS3387'FOR---DUNCAN 2---.  IT IS 20.42 METERS (66.99 FT) WEST OF THE CENTER
 CS3387'OF THE FRONTAGE ROAD AND 8.53 METERS (27.99 FT) NORTH OF THE CENTER OF
 CS3387'THE WEST BOUND LANE OF WHEATLAND ROAD.
 CS3387
 CS3387                          STATION RECOVERY (2003)
 CS3387
 CS3387'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS3387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0279 ***********************************************************************
 AX0279  DESIGNATION -  DUNCAN AZ MK
 AX0279  PID         -  AX0279
 AX0279  STATE/COUNTY-  TX/WHARTON
 AX0279  USGS QUAD   -  LISSIE (1981)
 AX0279
 AX0279                         *CURRENT SURVEY CONTROL
 AX0279  ___________________________________________________________________
 AX0279* NAD 83(1986)-  29 30 37.     (N)    096 14 09.     (W)     SCALED    
 AX0279* NAVD 88     -        44.93   (+/-2cm)     147.4    (feet)  VERTCON   
 AX0279  ___________________________________________________________________
 AX0279  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0279
 AX0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0279
 AX0279.The horizontal coordinates were scaled from a topographic map and have
 AX0279.an estimated accuracy of +/- 6 seconds.
 AX0279
 AX0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0279.The vertical order pertains to the NGVD 29 superseded value.
 AX0279
 AX0279.The geoid height was determined by GEOID03.
 AX0279
 AX0279;                    North         East    Units  Estimated Accuracy
 AX0279;SPC TXSC     - 4,189,020.      867,940.      MT  (+/- 180 meters Scaled)
 AX0279
 AX0279                          SUPERSEDED SURVEY CONTROL
 AX0279
 AX0279  NGVD 29 (??/??/92)   44.927  (m)          147.40   (f) ADJ UNCH    2 0
 AX0279
 AX0279.Superseded values are not recommended for survey control.
 AX0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0279.See file dsdata.txt to determine how the superseded data were derived.
 AX0279
 AX0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT679677(NAD 83)
 AX0279_MARKER: DZ = AZIMUTH MARK DISK
 AX0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0279_STAMPING: DUNCAN 1943
 AX0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0279+STABILITY: SURFACE MOTION
 AX0279
 AX0279  HISTORY     - Date     Condition        Report By
 AX0279  HISTORY     - 1943     MONUMENTED       CGS
 AX0279
 AX0279                          STATION DESCRIPTION
 AX0279
 AX0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0279'4.6 MI SW FROM LISSIE.
 AX0279'4.6 MILES SOUTHWEST OF LISSIE, WHARTON COUNTY, FROM THE TEXAS AND NEW
 AX0279'ORLEANS RAILROAD STATION, 0.3 MILE EAST ALONG U.S. HIGHWAY 90 A, 3.1
 AX0279'MILES SOUTHWEST ALONG A GRAVEL ROAD, AND 1.2 MILES SOUTHEAST ALONG A
 AX0279'PRIVATE DIRT ROAD, AT THE JUNCTION OF A PRIVATE DIRT ROAD LEADING
 AX0279'NORTHEAST, 22.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 AX0279'NORTHWEST-AND-SOUTHEAST DIRT ROAD, 15 FEET SOUTHEAST OF THE CENTERLINE
 AX0279'OF THE NORTHEAST AND-SOUTHWEST DIRT ROAD, 2.1 FEET NORTHWEST OF A
 AX0279'WHITE WOODEN WITNESS POST, IN THE NORTHEAST RIGHT-OF-WAY FENCE LINE,
 AX0279'AND LEVEL WITH THE ROAD.  A STANDARD AZIMUTH-MARK DISK, STAMPED DUNCAN
 AX0279'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AX0279'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0281 ***********************************************************************
 AX0281  DESIGNATION -  DUNCAN RM 1
 AX0281  PID         -  AX0281
 AX0281  STATE/COUNTY-  TX/WHARTON
 AX0281  USGS QUAD   -  LISSIE (1981)
 AX0281
 AX0281                         *CURRENT SURVEY CONTROL
 AX0281  ___________________________________________________________________
 AX0281* NAD 83(1986)-  29 30 27.     (N)    096 13 57.     (W)     SCALED    
 AX0281* NAVD 88     -        45.57   (+/-2cm)     149.5    (feet)  VERTCON   
 AX0281  ___________________________________________________________________
 AX0281  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0281
 AX0281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0281
 AX0281.The horizontal coordinates were scaled from a topographic map and have
 AX0281.an estimated accuracy of +/- 6 seconds.
 AX0281
 AX0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0281.The vertical order pertains to the NGVD 29 superseded value.
 AX0281
 AX0281.The geoid height was determined by GEOID03.
 AX0281
 AX0281;                    North         East    Units  Estimated Accuracy
 AX0281;SPC TXSC     - 4,188,720.      868,270.      MT  (+/- 180 meters Scaled)
 AX0281
 AX0281                          SUPERSEDED SURVEY CONTROL
 AX0281
 AX0281  NGVD 29 (??/??/92)   45.559  (m)          149.47   (f) ADJ UNCH    2 0
 AX0281
 AX0281.Superseded values are not recommended for survey control.
 AX0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0281.See file dsdata.txt to determine how the superseded data were derived.
 AX0281
 AX0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT682674(NAD 83)
 AX0281_MARKER: DR = REFERENCE MARK DISK
 AX0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0281_STAMPING: DUNCAN NO 1 1943
 AX0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0281+STABILITY: SURFACE MOTION
 AX0281
 AX0281  HISTORY     - Date     Condition        Report By
 AX0281  HISTORY     - 1943     MONUMENTED       CGS
 AX0281
 AX0281                          STATION DESCRIPTION
 AX0281
 AX0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0281'4.95 MI SW FROM LISSIE.
 AX0281'99.1 FEET EAST OF TRIANGULATION STATION DUNCAN DESCRIBED ABOVE, 23.5
 AX0281'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 0.5 FOOT NORTHEAST OF
 AX0281'THE NORTHEAST RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A STANDARD
 AX0281'REFERENCE-MARK DISK, STAMPED DUNCAN NO 1 1943 AND SET IN THE TOP OF A
 AX0281'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0282 ***********************************************************************
 AX0282  DESIGNATION -  DUNCAN RM 2
 AX0282  PID         -  AX0282
 AX0282  STATE/COUNTY-  TX/WHARTON
 AX0282  USGS QUAD   -  LISSIE (1981)
 AX0282
 AX0282                         *CURRENT SURVEY CONTROL
 AX0282  ___________________________________________________________________
 AX0282* NAD 83(1986)-  29 30 28.     (N)    096 13 59.     (W)     SCALED    
 AX0282* NAVD 88     -        45.72   (+/-2cm)     150.0    (feet)  VERTCON   
 AX0282  ___________________________________________________________________
 AX0282  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0282
 AX0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0282
 AX0282.The horizontal coordinates were scaled from a topographic map and have
 AX0282.an estimated accuracy of +/- 6 seconds.
 AX0282
 AX0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0282.The vertical order pertains to the NGVD 29 superseded value.
 AX0282
 AX0282.The geoid height was determined by GEOID03.
 AX0282
 AX0282;                    North         East    Units  Estimated Accuracy
 AX0282;SPC TXSC     - 4,188,750.      868,220.      MT  (+/- 180 meters Scaled)
 AX0282
 AX0282                          SUPERSEDED SURVEY CONTROL
 AX0282
 AX0282  NGVD 29 (??/??/92)   45.709  (m)          149.96   (f) ADJ UNCH    2 0
 AX0282
 AX0282.Superseded values are not recommended for survey control.
 AX0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0282.See file dsdata.txt to determine how the superseded data were derived.
 AX0282
 AX0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT682674(NAD 83)
 AX0282_MARKER: DR = REFERENCE MARK DISK
 AX0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0282_STAMPING: DUNCAN NO 2 1943
 AX0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0282+STABILITY: SURFACE MOTION
 AX0282
 AX0282  HISTORY     - Date     Condition        Report By
 AX0282  HISTORY     - 1943     MONUMENTED       CGS
 AX0282
 AX0282                          STATION DESCRIPTION
 AX0282
 AX0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0282'4.95 MI SW FROM LISSIE.
 AX0282'91.5 FEET NORTH OF TRIANGULATION STATION DUNCAN DESCRIBED ABOVE, 22.5
 AX0282'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 0.5 FOOT NORTHEAST OF
 AX0282'THE NORTHEAST RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A STANDARD
 AX0282'REFERENCE-MARK DISK, STAMPED DUNCAN NO 2 1943 AND SET IN THE TOP OF A
 AX0282'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3388 ***********************************************************************
 CS3388  DESIGNATION -  DUNCAN RM 4
 CS3388  PID         -  CS3388
 CS3388  STATE/COUNTY-  TX/DALLAS
 CS3388  USGS QUAD   -  DUNCANVILLE (1981)
 CS3388
 CS3388                         *CURRENT SURVEY CONTROL
 CS3388  ___________________________________________________________________
 CS3388* NAD 83(1993)-  32 38 51.62990(N)    096 53 07.33673(W)     ADJUSTED  
 CS3388* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 CS3388  ___________________________________________________________________
 CS3388  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 CS3388  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CS3388
 CS3388  HORZ ORDER  -  THIRD
 CS3388
 CS3388.The horizontal coordinates were established by classical geodetic methods
 CS3388.and adjusted by the National Geodetic Survey in February 1996..
 CS3388
 CS3388.The orthometric height was scaled from a topographic map.
 CS3388
 CS3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3388
 CS3388.The geoid height was determined by GEOID03.
 CS3388
 CS3388;                    North         East     Units Scale Factor Converg.
 CS3388;SPC TXNC     - 2,109,948.211   751,467.586   MT  0.99989732   +0 52 50.2
 CS3388;SPC TXNC     - 6,922,388.42  2,465,439.91   sFT  0.99989732   +0 52 50.2
 CS3388;UTM  14      - 3,614,204.323   698,340.149   MT  1.00008510   +1 08 28.2
 CS3388
 CS3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3388!SPC TXNC     -   0.99997040  x   0.99989732  =   0.99986773
 CS3388!UTM  14      -   0.99997040  x   1.00008510  =   1.00005550
 CS3388
 CS3388                          SUPERSEDED SURVEY CONTROL
 CS3388
 CS3388  NAD 83(1986)-  32 38 51.63621(N)    096 53 07.31860(W) AD(       ) 3
 CS3388
 CS3388.Superseded values are not recommended for survey control.
 CS3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3388.See file dsdata.txt to determine how the superseded data were derived.
 CS3388
 CS3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9834014204(NAD 83)
 CS3388_MARKER: DD = SURVEY DISK
 CS3388_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CS3388_SP_SET: CONCRETE DRAINAGE INTAKE
 CS3388_STAMPING: DUNCAN 1947 NO 4 1974
 CS3388_MARK LOGO: CGS   
 CS3388_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS3388
 CS3388  HISTORY     - Date     Condition        Report By
 CS3388  HISTORY     - 1974     MONUMENTED       NGS
 CS3388  HISTORY     - 19841107 GOOD             NGS
 CS3388  HISTORY     - 20031110 GOOD             USPSQD
 CS3388
 CS3388                          STATION DESCRIPTION
 CS3388
 CS3388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 CS3388'LOCATED 2.4 KM (1.50 MI) EAST OF DUNCANVILLE AT THE JUNCTION OF U.S.
 CS3388'HIGHWAY 67 AND WHEATLAND ROAD IN THE NORTHWEST ANGLE.
 CS3388'REFERENCE MARK 4, STAMPED---DUNCAN 1947 NO 4 1974---,IS A STANDARD
 CS3388'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE EAST END OF A CONCRETE
 CS3388'DRAIN INTAKE, 8.53 M (28.0 FT) NORTH OF THE CENTER OF THE WEST BOUND
 CS3388'LANE OF WHEATLAND ROAD AND 20.42 M (67.0 FT) WEST OF THE CENTER OF
 CS3388'FRONTAGE ROAD.
 CS3388'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND INTERSTATE HIGHWAY
 CS3388'20, GO SOUTHERLY ON U.S. HIGHWAY 67 FOR 0.8 KM (0.50 MI) TO THE
 CS3388'WHEATLAND ROAD AND THE STATION AS DESCRIBED.
 CS3388
 CS3388                          STATION RECOVERY (2003)
 CS3388
 CS3388'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS3388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0814 ***********************************************************************
 DO0814  DESIGNATION -  DUNDEE
 DO0814  PID         -  DO0814
 DO0814  STATE/COUNTY-  TX/ARCHER
 DO0814  USGS QUAD   -  DUNDEE (1963)
 DO0814
 DO0814                         *CURRENT SURVEY CONTROL
 DO0814  ___________________________________________________________________
 DO0814* NAD 83(1993)-  33 44 38.37489(N)    098 54 03.27487(W)     ADJUSTED  
 DO0814* NAVD 88     -       358.5    (meters)    1176.     (feet)  VERTCON   
 DO0814  ___________________________________________________________________
 DO0814  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DO0814  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DO0814
 DO0814  HORZ ORDER  -  FIRST
 DO0814
 DO0814.The horizontal coordinates were established by classical geodetic methods
 DO0814.and adjusted by the National Geodetic Survey in February 1996..
 DO0814
 DO0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0814
 DO0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0814
 DO0814.The geoid height was determined by GEOID03.
 DO0814
 DO0814;                    North         East     Units Scale Factor Converg.
 DO0814;SPC TXNC     - 2,230,432.219   562,853.420   MT  0.99994548   -0 13 07.2
 DO0814;SPC TXNC     - 7,317,676.37  1,846,628.26   sFT  0.99994548   -0 13 07.2
 DO0814;UTM  14      - 3,733,775.431   509,178.137   MT  0.99960104   +0 03 18.2
 DO0814
 DO0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0814!SPC TXNC     -   0.99994815  x   0.99994548  =   0.99989364
 DO0814!UTM  14      -   0.99994815  x   0.99960104  =   0.99954921
 DO0814
 DO0814:                Primary Azimuth Mark                     Grid Az
 DO0814:SPC TXNC     -  HOLLIDAY MUNICIPAL TANK                  068 06 05.0
 DO0814:UTM  14      -  HOLLIDAY MUNICIPAL TANK                  067 49 39.6
 DO0814
 DO0814|---------------------------------------------------------------------|
 DO0814| PID    Reference Object                     Distance      Geod. Az  |
 DO0814|                                                           dddmmss.s |
 DO0814| DO0801 HOLLIDAY MUNICIPAL TANK             APPROX.20.8 KM 0675257.8 |
 DO0814| CX7118 DUNDEE AZ MK                                       0951849.0 |
 DO0814| CX7120 DUNDEE RM 2                          15.006 METERS 23002     |
 DO0814| CX7119 DUNDEE RM 1                          16.781 METERS 34248     |
 DO0814|---------------------------------------------------------------------|
 DO0814
 DO0814                          SUPERSEDED SURVEY CONTROL
 DO0814
 DO0814  NAD 83(1993)-  33 44 38.37518(N)    098 54 03.27459(W) AD(       ) 1
 DO0814  NAD 83(1986)-  33 44 38.38029(N)    098 54 03.26428(W) AD(       ) 1
 DO0814  NAD 27      -  33 44 38.02730(N)    098 54 02.03322(W) AD(       ) 1
 DO0814  NGVD 29 (07/19/86)  358.4    (m)         1176.     (f) VERT ANG       
 DO0814
 DO0814.Superseded values are not recommended for survey control.
 DO0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0814.See file dsdata.txt to determine how the superseded data were derived.
 DO0814
 DO0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0917833775(NAD 83)
 DO0814_MARKER: Z = SEE DESCRIPTION
 DO0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0814
 DO0814  HISTORY     - Date     Condition        Report By
 DO0814  HISTORY     - 1966     MONUMENTED       CGS
 DO0814  HISTORY     - 1975     GOOD             NGS
 DO0814
 DO0814                          STATION DESCRIPTION
 DO0814
 DO0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0814'NO MEASUREMENT BETWEEN RMS DUE TO TREES AND FOUNDATION IN LINE.
 DO0814'
 DO0814'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 DO0814'RECOVERED AND FOUND IN GOOD CONDITION, WITH THE FOLLOWING
 DO0814'EXCEPTIONS.  A DIFFERENCE IN DIRECTIONS WAS NOTED.  THE AZIMUTH
 DO0814'MARK WAS FOUND GREATER BY 07.0 SECONDS, REFERENCE MARK 1, LESS BY
 DO0814'2 MINUTES 21.2 SECONDS, REFERENCE MARK 2, GREATER BY 1 MINUTE
 DO0814'45.7 SECONDS.  THE BEARING TO REFERENCE MARK 2 FOUND TO BE
 DO0814'SOUTHWEST.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DO0814'
 DO0814'THE STATION IS LOCATED ABOUT 12-1/2 MILES WEST-SOUTHWEST OF
 DO0814'HOLLIDAY, 8-1/2 MILES SOUTH-SOUTHWEST OF KADANE CORNER, 6 MILES
 DO0814'SOUTHWEST OF MANKINS, IN THE NORTH EDGE OF DUNDEE, ON TOP OF A
 DO0814'ROCKY BRUSH COVERED HILL, NEAR THE FOUNDATION OF AN OLD
 DO0814'DEMOLISHED HOUSE.  IT IS ON PROPERTY OF THE OLD GRIFFIN ESTATE.
 DO0814'MR. SAM LISTER, OF THE FIRST NATIONAL BANK, WICHITA FALLS,
 DO0814'TEXAS, GAVE PERMISSION TO BUILD THE TOWER.
 DO0814'
 DO0814'TO REACH THE STATION FROM THE POST OFFICE IN DUNDEE, GO EASTERLY ON
 DO0814'U.S. HIGHWAY 82 AND 277 FOR 0.1 MILE TO A GRAVELED SIDE ROAD LEFT.
 DO0814'(TO REACH AZIMUTH MARK CONTINUE EASTERLY ON HIGHWAY FOR 0.3 MILE
 DO0814'TO THE AZIMUTH MARK ON THE LEFT, NORTH SIDE OF HIGHWAY.  AS
 DO0814'DESCRIBED.) TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.15
 DO0814'MILE TO A T-ROAD INTERSECTION.  TURN LEFT AND GO WEST FOR 0.05
 DO0814'MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTH ON TRACK
 DO0814'ROAD FOR 0.1 MILE TO THE NORTH EDGE OF HILL, TURN SOUTH AND FOLLOW
 DO0814'TRACK ROAD UPHILL TO THE END OF ROAD AND STATION, AS
 DO0814'DESCRIBED.
 DO0814'
 DO0814'STATION MARKS ARE STANDARD DISK STAMPED DUNDEE 1965.  THE
 DO0814'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0814'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DO0814'225 FEET NORTH OF THE APPROXIMATE CENTER OF GRAVELED ROAD, 39
 DO0814'FEET SOUTH OF THE SOUTH EDGE OF AN OLD CISTERN AND 3.7 FEET
 DO0814'NORTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.  IT IS
 DO0814'ASSUMED THE UNDERGROUND MARK IS OF AN IRREGULAR MASS OF
 DO0814'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DO0814'
 DO0814'REFERENCE MARK 1, A STANDARD DISK STAMPED DUNDEE NO 1 1965, IS
 DO0814'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0814'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 227 FEET NORTH
 DO0814'OF THE APPROXIMATE CENTER OF GRAVELED ROAD, 11.4 FEET NORTH OF THE
 DO0814'NORTH EDGE OF CISTERN AND ABOUT 2 FEET LOWER THAN THE STATION
 DO0814'MARK.
 DO0814'
 DO0814'REFERENCE MARK 2, A STANDARD DISK STAMPED DUNDEE NO 2 1965, IS
 DO0814'CEMENTED IN DRILL HOLE IN THE FOUNDATION OF THE OLD DEMOLISHED
 DO0814'HOUSE.  IT IS 205 FEET NORTH OF THE APPROXIMATE CENTER OF GRAVELED
 DO0814'ROAD, 64 FEET SOUTHWEST OF THE WEST EDGE OF CISTERN AND ABOUT 1
 DO0814'FOOT HIGHER THAT THE STATION MARK.
 DO0814'
 DO0814'AZIMUTH MARK, A STANDARD DISK STAMPED DUNDEE 1965, IS SET IN THE
 DO0814'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 DO0814'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 46.5 FEET NORTHWEST OF
 DO0814'THE CENTER LINE OF U.S. HIGHWAY 82 AND 277, 2.2 FEET EAST OF METAL
 DO0814'WITNESS POST WITH SIGN ATTACHED, 2.1 FEET WEST OF TELEPHONE
 DO0814'POLE 830 AND 1 FOOT SOUTHWEST OF FENCE LINE.
 DO0814'
 DO0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE NORTH
 DO0814'EDGE OF DUNDEE.
 DO0814'
 DO0814'HEIGHT OF LIGHT ABOVE STATION MARK 86 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0524 ***********************************************************************
 CE0524  DESIGNATION -  DUNE
 CE0524  PID         -  CE0524
 CE0524  STATE/COUNTY-  TX/EL PASO
 CE0524  USGS QUAD   -  FORT BLISS SE (1994)
 CE0524
 CE0524                         *CURRENT SURVEY CONTROL
 CE0524  ___________________________________________________________________
 CE0524* NAD 83(1993)-  31 50 15.24214(N)    106 15 58.16975(W)     ADJUSTED  
 CE0524* NAVD 88     -      1225.     (meters)    4019.     (feet)  SCALED    
 CE0524  ___________________________________________________________________
 CE0524  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 CE0524  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CE0524
 CE0524  HORZ ORDER  -  FIRST
 CE0524
 CE0524.The horizontal coordinates were established by classical geodetic methods
 CE0524.and adjusted by the National Geodetic Survey in February 1996..
 CE0524
 CE0524.The orthometric height was scaled from a topographic map.
 CE0524
 CE0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0524
 CE0524.The geoid height was determined by GEOID03.
 CE0524
 CE0524;                    North         East     Units Scale Factor Converg.
 CE0524;SPC TX C     - 3,255,637.687   138,675.576   MT  0.99998803   -3 03 20.7
 CE0524;SPC TX C     -10,681,204.64    454,971.45   sFT  0.99998803   -3 03 20.7
 CE0524;UTM  13      - 3,523,129.883   380,189.867   MT  0.99977703   -0 40 04.8
 CE0524
 CE0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0524!SPC TX C     -   0.99981151  x   0.99998803  =   0.99979954
 CE0524!UTM  13      -   0.99981151  x   0.99977703  =   0.99958858
 CE0524
 CE0524|---------------------------------------------------------------------|
 CE0524| PID    Reference Object                     Distance      Geod. Az  |
 CE0524|                                                           dddmmss.s |
 CE0524| CC7307 DUNE RM 1                            19.316 METERS 04719     |
 CE0524| CE0468 EL PASO FORT WORTH AWY BCN 1        APPROX.10.4 KM 0995817.2 |
 CE0524| CC7306 DUNE AZ MK                                         2482637.0 |
 CE0524| CC7308 DUNE RM 2                            25.374 METERS 31326     |
 CE0524|---------------------------------------------------------------------|
 CE0524
 CE0524                          SUPERSEDED SURVEY CONTROL
 CE0524
 CE0524  NAD 83(1993)-  31 50 15.24358(N)    106 15 58.16786(W) AD(       ) 1
 CE0524  NAD 83(1986)-  31 50 15.24540(N)    106 15 58.16736(W) AD(       ) 1
 CE0524  NAD 27      -  31 50 14.85900(N)    106 15 56.23100(W) AD(       ) 1
 CE0524
 CE0524.Superseded values are not recommended for survey control.
 CE0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0524.See file dsdata.txt to determine how the superseded data were derived.
 CE0524
 CE0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8019023130(NAD 83)
 CE0524_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CE0524_SETTING: 0 = UNSPECIFIED SETTING
 CE0524
 CE0524  HISTORY     - Date     Condition        Report By
 CE0524  HISTORY     - 1936     MONUMENTED       CGS
 CE0524  HISTORY     - 1943     MARK NOT FOUND   CGS
 CE0524
 CE0524                          STATION DESCRIPTION
 CE0524
 CE0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0524'STATION IS 11.5 MILES E BY N OF EL PASO, ON SMALL SAND DUNE IN
 CE0524'OPEN RANGE LAND, COVERED WITH MESQUITE AND LOW BRUSH, 57 FEET
 CE0524'S OF THE CENTER LINE OF SAND ROAD LEADING TO THE E.  MARK
 CE0524'PROJECTS 16 INCHES.
 CE0524'
 CE0524'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET
 CE0524'IN CONCRETE AT THE CENTERS OF THE TOPS OF TILES WHICH ARE
 CE0524'EMBEDDED IN THE GROUND.
 CE0524'
 CE0524'REFERENCE MARK 1 IS NE OF THE STATION AND 25 FEET S OF THE
 CE0524'CENTER LINE OF THE ROAD.  MARK PROJECTS 4 INCHES.
 CE0524'
 CE0524'REFERENCE MARK 2 IS NW OF THE STATION AND 14 FEET N OF THE
 CE0524'CENTER LINE OF THE ROAD.  MARK PROJECTS 4 INCHES.
 CE0524'
 CE0524'AZIMUTH MARK IS W OF THE STATION, ON A SLIGHT RISE ABOUT 55
 CE0524'FEET S OF THE CENTER LINE OF THE ROAD.  MARK PROJECTS 2 FEET.
 CE0524'
 CE0524'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 54,
 CE0524'IN THE NE SECTION OF EL PASO, GO E ON U.S. HIGHWAY 62 FOR 3.2
 CE0524'MILES TO FORKS.  THENCE LEFT FORK ON MACADAM ROAD FOR 0.8 MILE,
 CE0524'AMERICAN AIRWAYS LANDING FIELD.  CONTINUE 0.5 MILE TO A SAND
 CE0524'ROAD TO THE RIGHT (E).  TURN RIGHT AND GO 5.85 MILES TO FORKS.
 CE0524'TAKE LEFT FORK FOR 0.5 MILE TO WIRE GATE.  CONTINUE THROUGH GATE
 CE0524'AND GO 2.5 MILES TO STATION ON RIGHT.
 CE0524'
 CE0524'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CE0524
 CE0524                          STATION RECOVERY (1943)
 CE0524
 CE0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0524'STATION MARK WAS NOT RECOVERED.  TWO SOIL PIPES, WITH THE
 CE0524'TOPS BROKEN OFF, WERE FOUND IN THE SAND DUNES.  THESE WERE
 CE0524'PRESUMED TO BE THE PIPES IN WHICH THE REFERENCE MARKS HAD
 CE0524'BEEN SET, BUT THE DISKS WERE MISSING.  THE RECONNAISSANCE
 CE0524'PARTY FOUND ONE REFERENCE MARK NEAR ONE OF THE TILE PIPES.
 CE0524'
 CE0524'A DEPRESSESSION IN THE SAND WAS FOUND AT THE DISTANCE FROM THE
 CE0524'REFERENCE MARK TILES THAT CORRESPONDED TO THE DISTANCES TO THE
 CE0524'STATION MARK.  A SEARCH WAS MADE FOR AN UNDERGROUND MARK, ALTHOUGH
 CE0524'NONE WAS MENTIONED IN THE ORIGINAL DESCRIPTION.  NO MARK WAS
 CE0524'FOUND.
 CE0524'
 CE0524'THE STATION WAS CONSIDERED LOST AND A NEW STATION ESTABLISHED
 CE0524'IN THE LOCATION, AND NAMED DUNE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0525 ***********************************************************************
 CE0525  DESIGNATION -  DUNE 2
 CE0525  PID         -  CE0525
 CE0525  STATE/COUNTY-  TX/EL PASO
 CE0525  USGS QUAD   -  FORT BLISS SE (1994)
 CE0525
 CE0525                         *CURRENT SURVEY CONTROL
 CE0525  ___________________________________________________________________
 CE0525* NAD 83(1993)-  31 50 15.18630(N)    106 15 57.69330(W)     ADJUSTED  
 CE0525* NAVD 88     -      1224.2    (meters)    4016.     (feet)  VERTCON   
 CE0525  ___________________________________________________________________
 CE0525  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 CE0525  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CE0525
 CE0525  HORZ ORDER  -  FIRST
 CE0525
 CE0525.The horizontal coordinates were established by classical geodetic methods
 CE0525.and adjusted by the National Geodetic Survey in February 1996..
 CE0525
 CE0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0525
 CE0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0525
 CE0525.The geoid height was determined by GEOID03.
 CE0525
 CE0525;                    North         East     Units Scale Factor Converg.
 CE0525;SPC TX C     - 3,255,635.302   138,687.995   MT  0.99998802   -3 03 20.5
 CE0525;SPC TX C     -10,681,196.82    455,012.20   sFT  0.99998802   -3 03 20.5
 CE0525;UTM  13      - 3,523,128.017   380,202.371   MT  0.99977700   -0 40 04.5
 CE0525
 CE0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0525!SPC TX C     -   0.99981157  x   0.99998802  =   0.99979960
 CE0525!UTM  13      -   0.99981157  x   0.99977700  =   0.99958862
 CE0525
 CE0525:                Primary Azimuth Mark                     Grid Az
 CE0525:SPC TX C     -  DUNE 2 AZ MK 2                           073 57 47.5
 CE0525:UTM  13      -  DUNE 2 AZ MK 2                           071 34 31.5
 CE0525
 CE0525|---------------------------------------------------------------------|
 CE0525| PID    Reference Object                     Distance      Geod. Az  |
 CE0525|                                                           dddmmss.s |
 CE0525| CE0530 DUNE 2 AZ MK 2                      APPROX. 1.4 KM 0705427.0 |
 CE0525| CE0468 EL PASO FORT WORTH AWY BCN 1        APPROX.10.4 KM 0995827.0 |
 CE0525| CC7312 DUNE 2 RM 3                          26.727 METERS 12042     |
 CE0525| CE0533 VORTAC EL PASO ELP                  APPROX. 2.8 KM 2120156.8 |
 CE0525| CC7313 DUNE 2 RM 4                          21.519 METERS 22022     |
 CE0525| CC7314 DUNE 2 RM 4 MOVED                    21.369 METERS 22036     |
 CE0525| CE0527 SITE MONITER WATER TANK             APPROX. 4.4 KM 2264544.7 |
 CE0525| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX.14.3 KM 2343853.4 |
 CE0525| CE0556 EL PASO KTSM RADIO MAST             APPROX.16.1 KM 2380451.3 |
 CE0525| CC7306 DUNE AZ MK                                         2484331.9 |
 CE0525| CE0549 EL PASO BIGGS FIELD WATER TANK      APPROX.11.3 KM 2660623.6 |
 CE0525|---------------------------------------------------------------------|
 CE0525
 CE0525                          SUPERSEDED SURVEY CONTROL
 CE0525
 CE0525  NAD 83(1993)-  31 50 15.18968(N)    106 15 57.69249(W) AD(       ) 1
 CE0525  NAD 83(1986)-  31 50 15.19077(N)    106 15 57.69158(W) AD(       ) 1
 CE0525  NAD 27      -  31 50 14.80200(N)    106 15 55.76100(W) AD(       ) 1
 CE0525  NGVD 29 (07/19/86) 1223.6    (m)         4014.     (f) VERT ANG       
 CE0525
 CE0525.Superseded values are not recommended for survey control.
 CE0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0525.See file dsdata.txt to determine how the superseded data were derived.
 CE0525
 CE0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8020223128(NAD 83)
 CE0525_MARKER: DS = TRIANGULATION STATION DISK
 CE0525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CE0525_SP_SET: METAL PIPE IN CONCRETE
 CE0525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0525
 CE0525  HISTORY     - Date     Condition        Report By
 CE0525  HISTORY     - 1943     MONUMENTED       CGS
 CE0525  HISTORY     - 1954     GOOD             AMS
 CE0525  HISTORY     - 1955     GOOD             CGS
 CE0525  HISTORY     - 1969     GOOD             CGS
 CE0525  HISTORY     - 1980     GOOD             NGS
 CE0525
 CE0525                          STATION DESCRIPTION
 CE0525
 CE0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0525'STATION IS LOCATED ON THE U.S. MILITARY RESERVATION, 14.0
 CE0525'MILES, AIRLINE, NE OF EL PASO, ABOUT 7.0 MILES DUE E OF BIGGS
 CE0525'FIELD AND 2.0 MILES N OF U.S. HIGHWAY 62 ON FLAT BRUSHY TERRAIN.
 CE0525'
 CE0525'STATION IS ON FLAT BRUSHY TERRAIN ABOUT 3.0 MILES NE OF SHERMAN
 CE0525'WELL AND 65.0 FEET S OF THE CENTER LINE OF A DIRT ROAD.  A BRONZE
 CE0525'STATION DISK WELDED TO A TWO-INCH IRON PIPE THAT IS EMBEDDED
 CE0525'IN CONCRETE AND PROJECTS 1.0 FOOT ABOVE THE GROUND.  STAMPED
 CE0525'DUNE 2 1943.
 CE0525'
 CE0525'REFERENCE MARK 3 IS ESE OF THE STATION.  A BRONZE REFERENCE
 CE0525'DISK WELDED TO THE TOP OF A 2-INCH IRON PIPE THAT IS EMBEDDED
 CE0525'IN CONCRETE AND PROJECTS 2 INCHES ABOVE THE GROUND.  STAMPED
 CE0525'DUNE NO 3 1943.
 CE0525'
 CE0525'REFERENCE MARK 4 IS SW OF THE STATION.  A BRONZE REFERENCE
 CE0525'DISK WELDED TO THE TOP OF AN IRON PIPE THAT IS EMBEDDED IN
 CE0525'CONCRETE AND PROJECTS 4 INCHES ABOVE THE GROUND.  STAMPED
 CE0525'DUNE NO 2 1943.
 CE0525'
 CE0525'AZIMUTH MARK IS 0.7 MILE WSW OF THE STATION, 65 FEET S OF AND
 CE0525'ABOUT 4.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD.  A
 CE0525'BRONZE AZIMUTH DISK CEMENTED IN TOP OF A 4-INCH IRON PIPE
 CE0525'THAT PROJECTS 18.0 INCHES ABOVE THE GROUND.  STAMPED DUNE 1936.
 CE0525'
 CE0525'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 62 AT THE
 CE0525'MASONIC HOSPITAL, NEAR THE E EDGE OF EL PASO, GO E ON U.S.
 CE0525'HIGHWAY 62 FOR 4.0 MILES TO A RAILROAD CROSSING, CROSS TRACK
 CE0525'AND CONTINUE E ON U.S. HIGHWAY 62 FOR 5.8 MILES TO A T-ROAD
 CE0525'ON LEFT AND A SIGN READING SHERMAN WELL.  TURN LEFT AND GO N
 CE0525'ON WINDING TRACK ROAD FOR 1.8 MILES TO A T-INTERSECTION AND
 CE0525'SIGN READING HUECO TANK.  TURN RIGHT AND FOLLOW MAIN TRACK ROAD
 CE0525'E FOR 2.6 MILES TO STATION ON RIGHT.
 CE0525'
 CE0525'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 CE0525
 CE0525                          STATION RECOVERY (1954)
 CE0525
 CE0525'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0525'THE STATION, A STANDARD DISK, STAMPED DUNE 2 1943 AND WELDED ON
 CE0525'THE TOP OF AN IRON PIPE SET IN CONCRETE, WAS RECOVERED AS DESCRIBED
 CE0525'IN GOOD CONDITION.  ITIS 47 FT. SW OF THE NEAR EDGE OF A BUSH,
 CE0525'45 FT. SE OF THE NEAR EDGE OF A BUSH, 25 FT. N OF THE NEAR
 CE0525'EDGE OF A BUSH, AND 73 FT. S OF THE CENTERLINE OF THE ROAD.
 CE0525'
 CE0525'REFERENCE MARKS 2 AND 4 WERE RECOVERED IN GOOD CONDITION.
 CE0525'THE AZIMUTH MARK COULD NOT BE FOUND, BUT THE ENGINEERS OF THE
 CE0525'POST ENGINEERS OFFICE INFORMED ME THAT IT HAD BEEN DESTROYED.
 CE0525
 CE0525                          STATION RECOVERY (1955)
 CE0525
 CE0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CE0525'STATION AND R.M.S 3 AND 4 RECOVERED AS DESCRIBED IN GOOD
 CE0525'CONDITION.  NO TRACE OF AZIMUTH MARK WAS FOUND.
 CE0525
 CE0525                          STATION RECOVERY (1969)
 CE0525
 CE0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CE0525'THE STATION IS LOCATED ON THE U.S. MILITARY RESERVATION, ABOUT
 CE0525'10 MILES NORTHEAST OF EL PASO, 7 MILES EAST OF BIGGS FIELD, AND
 CE0525'2 MILES NORTH OF U.S. HIGHWAY 62 AND U.S. HIGHWAY 180 ON FLAT
 CE0525'BRUSHY TERRAIN.
 CE0525'
 CE0525'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED
 CE0525'IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED AND A
 CE0525'NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE DIRECTIONS
 CE0525'TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE ORIGINAL
 CE0525'OBSERVATIONS WITH A DIFFERENCE NOTED IN THE DISTANCE TO REFERENCE
 CE0525'MARK 4 WHICH WAS VERIFIED AT THIS TIME.  DUE TO CHANGES IN THE
 CE0525'AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 CE0525'
 CE0525'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10
 CE0525'AND FARM ROAD 659 WHICH IS ABOUT 3 MILES NORTH OF YSLETA, GO NORTH
 CE0525'ON FARM ROAD 659 FOR 8.6 MILES TO THE JUNCTION OF U.S. HIGHWAY
 CE0525'62 AND U.S. HIGHWAY 180.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY
 CE0525'62 AND U.S. HIGHWAY 180 FOR 0.7 MILE TO A METAL GATE ON THE
 CE0525'LEFT.  TURN LEFT PASSING THROUGH THE METAL GATE AND GO NORTH AND
 CE0525'NORTHWEST ON A GRADED ROAD FOR 1.8 MILES TO A PIPELINE CROSSING
 CE0525'AND A SAND ROAD TO THE LEFT.  TURN LEFT AND GO WESTERLY ALONG THE
 CE0525'SOUTH SIDE OF THE PIPELINE FOR 1.2 MILES TO A CROSSROAD.
 CE0525'TURN LEFT AND GO SOUTHWEST ON THE SAND ROAD FOR 1.9 MILES TO
 CE0525'A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK.  CONTINUE
 CE0525'AHEAD SOUTHWEST ON THE MAIN SAND ROAD FOR 0.9 MILE TO THE
 CE0525'STATION ON THE LEFT.
 CE0525'
 CE0525'THE STATION MARK IS A STANDARD DISK STAMPED DUNE 2 1943,
 CE0525'WELDED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS ABOUT
 CE0525'8 INCHES ABOVE A 2 FOOT X 2 FOOT IRREGULAR MASS OF
 CE0525'CONCRETE.  THE MARK PROJECTS ABOUT ONE FOOT ABOVE THE SURFACE
 CE0525'OF THE GROUND OVERALL.  IT IS 70 FEET SOUTHEAST OF THE CENTER
 CE0525'OF A SAND ROAD AND 5 FEET SOUTH OF A METAL WITNESS POST WITH A
 CE0525'SIGN ATTACHED.
 CE0525'
 CE0525'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DUNE 2 NO 3 1943,
 CE0525'WELDED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS ABOUT
 CE0525'3 INCHES ABOVE A 16-INCH X 16-INCH IRREGULAR MASS OF
 CE0525'CONCRETE.  THE CONCRETE IS FLUSH WITH THE SURFACE OF THE
 CE0525'GROUND.  IT IS 86 FEET EAST OF A METAL WITNESS POST WITH A
 CE0525'SIGN ATTACHED.
 CE0525'
 CE0525'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DUNE 2 NO 4 1943,
 CE0525'WELDED TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS ABOUT
 CE0525'4 INCHES ABOVE A 2 FOOT X 2 FOOT IRREGULAR MASS OF CONCRETE.  THE
 CE0525'MARK IS NOW FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 75 FEET
 CE0525'SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 CE0525'
 CE0525'AZIMUTH MARK IS A STANDARD DISK STAMPED DUNE 2 1943 AZ 2 1968,
 CE0525'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 CE0525'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 51 FEET
 CE0525'NORTH OF THE CENTER OF A SAND ROAD, 30 FEET WEST OF THE CENTER
 CE0525'OF THE MAIN SAND ROAD, AND 3 FEET SOUTHWEST OF A METAL WITNESS
 CE0525'POST WITH A SIGN ATTACHED.
 CE0525'
 CE0525'HEIGHT OF LIGHT ABOVE STATION MARK 86 FEET.
 CE0525'
 CE0525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CE0525'10 MILES NORTHEAST OF EL PASO.
 CE0525
 CE0525                          STATION RECOVERY (1980)
 CE0525
 CE0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0525'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH
 CE0525'MARK WERE RECOVERED.  THE STATION SURFACE MARK WAS RECOVERED
 CE0525'WITH THE TOP BROKEN OFF AND THE DISK WAS MISSING, THE
 CE0525'UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION AND
 CE0525'WAS HELD, NEW SURFACE MARK WAS SET.  REFERENCE MARK 4 APPEARS
 CE0525'TO HAVE BEEN HIT, IT IS LEANING TOWARDS THE STATION AND IT
 CE0525'WAS NOTED THAT THE DISTANCE TO REFERENCE MARK 4 WAS 0.15 METER
 CE0525'SHORTER.  REFERENCE MARK 3 WAS RECOVERED IN GOOD CONDITION,
 CE0525'BUT IT WAS NOTED THAT THE DISTANCE TO REFERENCE MARK 3 WAS
 CE0525'0.007 METER SHORTER AND THAT THE ANGLE BETWEEN THE REFERENCE
 CE0525'MARKS MISSED THE OLD ANGLE BY 1 DEGREE, 14 MINUTES AND 43 SECONDS
 CE0525'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IN GOOD
 CE0525'CONDITION.
 CE0525'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) EAST-NORTHEAST
 CE0525'OF THE INTERNATIONAL AIRPORT, 3.2 KM (2 MI) NORTH-NORTHWEST
 CE0525'OF U.S. HIGHWAYS 62 AND 180 (MONTANA AVENUE) AND 18.5 KM
 CE0525'(11-1/2 MI) SOUTH OF THE NEW MEXICO STATE BOUNDARY LINE.
 CE0525'OWNERSHIP--U.S. DEPARTMENT OF THE ARMY,
 CE0525'PERMISSION THROUGH MR. JESSE WOOD, OFFICE BUILDING 1016,
 CE0525'FORT BLISS, TX 79906, TELEPHONE NUMBER 915 568-3034.
 CE0525'
 CE0525'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0525'HIGHWAY 10 AND YARBROUGH DRIVE, GO NORTHERLY FOR 5.5 KM
 CE0525'(3.45 MI) TO A T-ROAD (MONTANA AVENUE).  TURN RIGHT AND GO
 CE0525'EAST FOR 2.6 KM (1.65 MI) TO A SIDE ROAD LEFT AT A SIGN
 CE0525'(US ARMY ADATS SITE MONITOR).  TURN LEFT AND GO NORTH THEN
 CE0525'EAST FOR 1.1 KM (0.7 MI) TO THE ENTRANCE TO THE SITE AND A
 CE0525'GATE.  TURN LEFT AND GO NORTH AND EAST ALONG THE FENCE FOR
 CE0525'0.2 (0.15 MI) TO A DIRT SIDE ROAD LEFT.  TURN LEFT AND GO
 CE0525'NORTH FOR 1.9 KM (1.15 MI) TO A DIRT CROSS ROAD.
 CE0525'TURN RIGHT AND GO
 CE0525'EASTERLY FOR 3.2 KM (2.0 MI) TO THE STATION ON THE RIGHT.
 CE0525'
 CE0525'THE STATION IS A STANDARD NGS DISK
 CE0525'STAMPED---DUNE 2 1943 1980---,
 CE0525'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0525'PROJECTING 30 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0525'21.9 METERS (72.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A DIRT
 CE0525'ROAD AND
 CE0525'1.5 METERS (4.9 FT) SOUTHWEST FROM THE METAL WITNESS POST.
 CE0525'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CE0525'STAMPED---DUNE 2 1943 1980---,
 CE0525'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0525'
 CE0525'REFERENCE MARK NUMBER 03 IS A STANDARD CGS DISK
 CE0525'STAMPED---DUNE 2 NO 3 1943---,
 CE0525'SET INTO THE TOP OF A METAL PIPE 5 CM IN DIAMETER
 CE0525'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 CE0525'44.8 METERS (147.0 FT) SOUTH-SOUTHEAST FROM CENTER OF A DIRT ROAD
 CE0525'AND
 CE0525'26.2 METERS (86.0 FT) EAST FROM THE METAL WITNESS POST.
 CE0525'MARK IS LEVEL WITH STATION.
 CE0525'
 CE0525'REFERENCE MARK NUMBER 04 IS A STANDARD CGS DISK
 CE0525'STAMPED---DUNE 2 NO 4 1943---,
 CE0525'SET INTO THE TOP OF A METAL PIPE 5 CM IN DIAMETER
 CE0525'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0525'33.8 METERS (111.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A DIRT
 CE0525'ROAD AND
 CE0525'22.9 METERS (75.0 FT) SOUTHWEST FROM THE METAL WITNESS POST.
 CE0525'MARK IS LEVEL WITH STATION.
 CE0525'
 CE0525'AZIMUTH MARK NUMBER 02 IS A STANDARD CGS DISK
 CE0525'STAMPED---DUNE 2 1943 AZ 2 1968---,
 CE0525'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0525'PROJECTING 12 CM BELOW THE GROUND.  IT IS LOCATED
 CE0525'15.0 METERS (49.2 FT) EAST FROM THE INTERSECTION ROAD HEADING
 CE0525'NORTH-NORTHEAST,
 CE0525'11.0 METERS (36.09 FT) NORTH FROM THE EAST-WEST ROAD FROM STATION,
 CE0525'AND
 CE0525'0.3 METER (0.98 FT) WEST FROM A METAL WITNESS POST.
 CE0525'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ON DIRT ROAD
 CE0525'FOR 1.45 KM (0.9 MI) TO A DIRT ROAD ON LEFT.  THE AZIMUTH
 CE0525'MARK IS IN THE NORTHEAST CORNER OF THE JUNCTION.
 CE0525'
 CE0525'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO THE TERRAIN.
 CE0525'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0530 ***********************************************************************
 CE0530  DESIGNATION -  DUNE 2 AZ MK 2
 CE0530  PID         -  CE0530
 CE0530  STATE/COUNTY-  TX/EL PASO
 CE0530  USGS QUAD   -  FORT BLISS SE (1994)
 CE0530
 CE0530                         *CURRENT SURVEY CONTROL
 CE0530  ___________________________________________________________________
 CE0530* NAD 83(1993)-  31 50 30.29649(N)    106 15 06.54490(W)     ADJUSTED  
 CE0530* NAVD 88     -      1221.1    (meters)    4006.     (feet)  VERTCON   
 CE0530  ___________________________________________________________________
 CE0530  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 CE0530  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0530
 CE0530  HORZ ORDER  -  SECOND
 CE0530
 CE0530.The horizontal coordinates were established by classical geodetic methods
 CE0530.and adjusted by the National Geodetic Survey in February 1996..
 CE0530
 CE0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0530
 CE0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0530
 CE0530.The geoid height was determined by GEOID03.
 CE0530
 CE0530;                    North         East     Units Scale Factor Converg.
 CE0530;SPC TX C     - 3,256,028.443   140,055.730   MT  0.99998909   -3 02 54.1
 CE0530;SPC TX C     -10,682,486.65    459,499.51   sFT  0.99998909   -3 02 54.1
 CE0530;UTM  13      - 3,523,577.705   381,552.252   MT  0.99977303   -0 39 37.8
 CE0530
 CE0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0530!SPC TX C     -   0.99981205  x   0.99998909  =   0.99980115
 CE0530!UTM  13      -   0.99981205  x   0.99977303  =   0.99958513
 CE0530
 CE0530:                Primary Azimuth Mark                     Grid Az
 CE0530:SPC TX C     -  EL PASO PEBBLE HILLS MUN TANK            209 58 56.2
 CE0530:UTM  13      -  EL PASO PEBBLE HILLS MUN TANK            207 35 39.9
 CE0530
 CE0530|---------------------------------------------------------------------|
 CE0530| PID    Reference Object                     Distance      Geod. Az  |
 CE0530|                                                           dddmmss.s |
 CE0530| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX. 9.5 KM 2065602.1 |
 CE0530| CE0527 SITE MONITER WATER TANK             APPROX. 5.7 KM 2323613.1 |
 CE0530| CE0525 DUNE 2                              APPROX. 1.4 KM 2505454.0 |
 CE0530|---------------------------------------------------------------------|
 CE0530
 CE0530                          SUPERSEDED SURVEY CONTROL
 CE0530
 CE0530  NAD 83(1993)-  31 50 30.30002(N)    106 15 06.54418(W) AD(       ) 2
 CE0530  NAD 83(1986)-  31 50 30.30102(N)    106 15 06.54321(W) AD(       ) 2
 CE0530  NAD 27      -  31 50 29.91211(N)    106 15 04.61373(W) AD(       ) 2
 CE0530  NGVD 29 (07/19/86) 1220.5    (m)         4004.     (f) VERT ANG       
 CE0530
 CE0530.Superseded values are not recommended for survey control.
 CE0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0530.See file dsdata.txt to determine how the superseded data were derived.
 CE0530
 CE0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8155223578(NAD 83)
 CE0530_MARKER: DZ = AZIMUTH MARK DISK
 CE0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0530_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0530+STABILITY: SURFACE MOTION
 CE0530
 CE0530  HISTORY     - Date     Condition        Report By
 CE0530  HISTORY     - 1980     MONUMENTED       NGS
 CE0530
 CE0530                          STATION DESCRIPTION
 CE0530
 CE0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0530'THE STATION IS LOCATED ABOUT 18.5 KM (11-1/2 MI) SOUTH OF
 CE0530'THE NEW MEXICO STATE LINE, 14.3 KM (9 MI) EAST-NORTHEAST
 CE0530'OF THE EL PASO INTERNATIONAL AIRPORT, AND 3.2 KM (2 MI)
 CE0530'NORTH-NORTHWEST OF U.S. HIGHWAYS 62 AND 180 (MONTANA AVENUE).
 CE0530'OWNERSHIP--DEPARTMENT OF ARMY, PERMISSION
 CE0530'THROUGH MR. JESSE WOOD, OFFICE BUILDING 1016, FORT BLISS,
 CE0530'TX 79906, TELEPHONE NUMBER 915-568-3034.
 CE0530'
 CE0530'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0530'HIGHWAY 10 AND YARBROUGH DRIVE, GO NORTHERLY ON YARBROUGH
 CE0530'DRIVE FOR 5.5 KM (3.45 MI) TO A T-ROAD (MONTANA AVENUE).
 CE0530'TURN RIGHT AND GO EAST FOR 2.6 KM (1.65 MI) TO A SIDE ROAD
 CE0530'LEFT, AT A SIGN (US ARMY ADATS SITE MONITOR).  TURN LEFT
 CE0530'AND GO NORTH THEN EAST ALONG THE FENCE FOR 0.2 KM (0.15 MI)
 CE0530'TO A DIRT ROAD LEFT.  TURN LEFT AND GO NORTH FOR 1.9 KM
 CE0530'(1.15 MI) TO A DIRT CROSSROAD.  TURN RIGHT AND GO EASTERLY
 CE0530'FOR 3.2 KM (2.0 MI) TO STATION DUNE 2 1943 ON THE RIGHT.
 CE0530'CONTINUE AHEAD ON THE DIRT ROAD FOR 1.4 KM (0.9 MI) TO A
 CE0530'SIDE ROAD LEFT, CONTINUE AHEAD 15 METERS (50 FT) TO THE
 CE0530'STATION ON THE LEFT.
 CE0530'
 CE0530'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 CE0530'STAMPED---DUNE 2 1943 AZ 2 1968---,
 CE0530'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0530'RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED
 CE0530'15.0 METERS (49.2 FT) EAST FROM THE CENTER OF A ROAD,
 CE0530'11.0 METERS (36.1 FT) NORTH FROM THE CENTER OF A ROAD AND
 CE0530'0.3 METER (1.0 FT) WEST FROM THE WITNESS POST.
 CE0530'
 CE0530'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2365 ***********************************************************************
 AH2365  DESIGNATION -  DUNE ET
 AH2365  PID         -  AH2365
 AH2365  STATE/COUNTY-  TX/CRANE
 AH2365  USGS QUAD   -  PENWELL SE (1964)
 AH2365
 AH2365                         *CURRENT SURVEY CONTROL
 AH2365  ___________________________________________________________________
 AH2365* NAD 83(1993)-  31 30 43.73430(N)    102 34 04.46593(W)     ADJUSTED  
 AH2365* NAVD 88     -       821.6    (meters)    2696.     (feet)  VERTCON   
 AH2365  ___________________________________________________________________
 AH2365  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AH2365  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 AH2365
 AH2365  HORZ ORDER  -  THIRD
 AH2365
 AH2365.The horizontal coordinates were established by classical geodetic methods
 AH2365.and adjusted by the National Geodetic Survey in July 1998..
 AH2365
 AH2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2365
 AH2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2365
 AH2365.The geoid height was determined by GEOID03.
 AH2365
 AH2365;                    North         East     Units Scale Factor Converg.
 AH2365;SPC TX C     - 3,206,716.194   487,768.716   MT  0.99992135   -1 09 03.4
 AH2365;SPC TX C     -10,520,701.38  1,600,287.86   sFT  0.99992135   -1 09 03.4
 AH2365;UTM  13      - 3,488,926.220   730,963.872   MT  1.00025799   +1 16 18.4
 AH2365
 AH2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2365!SPC TX C     -   0.99987465  x   0.99992135  =   0.99979601
 AH2365!UTM  13      -   0.99987465  x   1.00025799  =   1.00013261
 AH2365
 AH2365                          SUPERSEDED SURVEY CONTROL
 AH2365
 AH2365  NGVD 29 (07/28/98)  821.3    (m)         2695.     (f) VERT ANG       
 AH2365
 AH2365.Superseded values are not recommended for survey control.
 AH2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2365.See file dsdata.txt to determine how the superseded data were derived.
 AH2365
 AH2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ3096488926(NAD 83)
 AH2365_MARKER: DS = TRIANGULATION STATION DISK
 AH2365
 AH2365  HISTORY     - Date     Condition        Report By
 AH2365  HISTORY     - 1964     MONUMENTED       USGS
 AH2365  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 AH2365
 AH2365                          STATION DESCRIPTION
 AH2365
 AH2365'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH2365'THE STATION LOCATED IN CRANE COUNTY, TEXAS.  STATION IS ABOUT 26 MI.
 AH2365'(AIRLINE) SW. OF ODESSA, TEXAS.
 AH2365'FROM PENWELL, TEXAS, AT JUNCTION OF U.S. HIGHWAY 80 AND FARM TO MARKET
 AH2365'ROAD 1601, GO S. ON FARM TO MARKET ROAD 1601 15.7 MI. TO JUNCTION OF
 AH2365'FARM TO MARKET ROADS 1601 AND 1233, THENCE W. ON FARM TO MARKET ROAD
 AH2365'1233 4.8 MI. TO T-RD. N., FOLLOW CALICHE RD. 0.35 MI. N. TO T-RD. W.
 AH2365'STATION IS ON HIGHEST DUNE, 45 FT. N. OF E-W. RD. AND 64 FT. W. OF
 AH2365'N-S. RD., ABOUT 10 FT. HIGHER THAN RD.  STATION IS E. OF TEXACO
 AH2365'OILWELL NO. 2, C. S. MCCELLAN LEASE.
 AH2365'STATION MARK--STANDARD TABLET IN CONCRETE POST FLUSH WITH SAND AND
 AH2365'STAMPED---DUNE-ET 1964---.
 AH2365
 AH2365                          STATION RECOVERY (2001)
 AH2365
 AH2365'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 AH2365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2428 ***********************************************************************
 AN2428  DESIGNATION -  DUNG
 AN2428  PID         -  AN2428
 AN2428  STATE/COUNTY-  TX/CALHOUN
 AN2428  USGS QUAD   -  KELLER BAY (1973)
 AN2428
 AN2428                         *CURRENT SURVEY CONTROL
 AN2428  ___________________________________________________________________
 AN2428* NAD 83(1993)-  28 36 26.83983(N)    096 24 20.05637(W)     ADJUSTED  
 AN2428* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 AN2428  ___________________________________________________________________
 AN2428  X           -    -625,188.741 (meters)                     COMP
 AN2428  Y           -  -5,568,794.933 (meters)                     COMP
 AN2428  Z           -   3,035,765.835 (meters)                     COMP
 AN2428  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AN2428  ELLIP HEIGHT-         -24.21  (meters)          (02/16/96) GPS OBS
 AN2428  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN2428
 AN2428  HORZ ORDER  -  SECOND
 AN2428  ELLP ORDER  -  FIFTH     CLASS I
 AN2428
 AN2428.The horizontal coordinates were established by GPS observations
 AN2428.and adjusted by the National Geodetic Survey in February 1996..
 AN2428
 AN2428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2428
 AN2428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2428
 AN2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2428
 AN2428.The ellipsoidal height was determined by GPS observations
 AN2428.and is referenced to NAD 83.
 AN2428
 AN2428.The geoid height was determined by GEOID03.
 AN2428
 AN2428;                    North         East     Units Scale Factor Converg.
 AN2428;SPC TXSC     - 4,088,609.835   853,712.274   MT  0.99994322   +1 16 15.8
 AN2428;SPC TXSC     -13,414,047.43  2,800,887.69   sFT  0.99994322   +1 16 15.8
 AN2428;UTM  14      - 3,167,247.684   753,693.276   MT  1.00039435   +1 14 34.4
 AN2428
 AN2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2428!SPC TXSC     -   1.00000380  x   0.99994322  =   0.99994702
 AN2428!UTM  14      -   1.00000380  x   1.00039435  =   1.00039815
 AN2428
 AN2428                          SUPERSEDED SURVEY CONTROL
 AN2428
 AN2428  NAD 83(1986)-  28 36 26.85320(N)    096 24 20.02515(W) AD(       ) 2
 AN2428  NGVD 29 (03/06/92)    2.8    (m)            9.     (f) GPS OBS        
 AN2428
 AN2428.Superseded values are not recommended for survey control.
 AN2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2428.See file dsdata.txt to determine how the superseded data were derived.
 AN2428
 AN2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5369367248(NAD 83)
 AN2428_MARKER: DD = SURVEY DISK
 AN2428_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2428_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AN2428_STAMPING: DUNG GPS 1991
 AN2428_MARK LOGO: NOS   
 AN2428_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AN2428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2428+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AN2428
 AN2428  HISTORY     - Date     Condition        Report By
 AN2428  HISTORY     - 1991     MONUMENTED       NOS
 AN2428
 AN2428                          STATION DESCRIPTION
 AN2428
 AN2428'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AN2428'STATION IS LOCATED ALONG THE NORTH SHORE OF MATAGORDA BAY ABOUT 3
 AN2428'MILES SOUTH EAST OF THE TOWN OF OLIVIA AND ABOUT 1 MILE SOUTH WEST OF
 AN2428'THE SOUTH WEST SHORE OF REDFISH LAKE.TO REACH BY BOAT FROM PALACIOS
 AN2428'GO SOUTH WEST ALONG NORTH SHORE OF MATAGORDA BAY TO STATION ON THE
 AN2428'RIGHT.THE STATION MAY ALSO BE REACHED BY TRUCK IN DRY WEATHER.TO REACH
 AN2428'FROM THE INTERSECTION OF TEXAS HIGHWAY 35 AND 172,GO SOUTH ON HWY 172
 AN2428'FOR 5.4 MILES TO ROAD ON LEFT TURN LEFT AND GO EAST ON CALHOUN COUNTY
 AN2428'ROAD 314 FOR 0.3 MILE TO PRIVATE DIRT ROAD ON RIGHT.TURN RIGHT AND GO
 AN2428'SOUTH 0.4 MILE TO A LOCKED GATE (PERMISSION MUST BE OBTAINED FROM MRS.
 AN2428'MARGRET S. MOSS,OWNER AND DILLARD MCKAY,LEASEE) CONTINUE AHEAD ON
 AN2428'WINDING ROAD AROUND EXXON GAS COMPRESSOR STATION FOR 0.6 MILE TO A
 AN2428'CATTLE GUARD WITH SIDE DRIVE TO HOUSES ON RIGHT.CONTINUE STRAIGHT
 AN2428'THROUGH CATTLE GUARD AND ANOTHER CATTLE GUARD FOR 1.7 MILE TO GATE.
 AN2428'PASS THRU GATE FOR 1.0 MILE TO A T INTERSECTION WITH A TRACK ROAD NEAR
 AN2428'SHORELINE. TURN LEFT AND GO EASTERLY FOR 1.1 MILES TO A CLOSED GATE ON
 AN2428'A NORTH SOUTH FENCELINE.PASS THROUGH GATE FOR 0.1 MILE TO STATION ON
 AN2428'RIGHT NEAR SHORELINE. STATION IS MARKED BY A STANDARD NOS ALUMINUM
 AN2428'DISK STAMPED DUNG GPS 1991 SET ON A 42 INCH ALUMINUM ROD FLUSH WITH
 AN2428'THE GROUND AND SURROUNDED BY A MASS OF CONCRETE. THE STATION IS 83.7
 AN2428'METERS EAST NORTH EAST OF CENTER OF GATE 8.35 METERS NORTH NORTH WEST
 AN2428'OF THE MEAN HIGH WATER LINE AND 7.86 METERS SOUTH WEST OF CENTER LINE
 AN2428'OF TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0702 ***********************************************************************
 EN0702  DESIGNATION -  DUNLAP
 EN0702  PID         -  EN0702
 EN0702  STATE/COUNTY-  TX/COTTLE
 EN0702  USGS QUAD   -  DUNLAP (1981)
 EN0702
 EN0702                         *CURRENT SURVEY CONTROL
 EN0702  ___________________________________________________________________
 EN0702* NAD 83(1993)-  34 08 40.85636(N)    100 17 41.57918(W)     ADJUSTED  
 EN0702* NAVD 88     -       586.     (meters)    1923.     (feet)  SCALED    
 EN0702  ___________________________________________________________________
 EN0702  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EN0702  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 EN0702
 EN0702  HORZ ORDER  -  THIRD
 EN0702
 EN0702.The horizontal coordinates were established by classical geodetic methods
 EN0702.and adjusted by the National Geodetic Survey in February 1996..
 EN0702
 EN0702.The orthometric height was scaled from a topographic map.
 EN0702
 EN0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0702
 EN0702.The geoid height was determined by GEOID03.
 EN0702
 EN0702;                    North         East     Units Scale Factor Converg.
 EN0702;SPC TXNC     - 2,276,220.351   434,460.799   MT  1.00005452   -0 58 44.1
 EN0702;SPC TXNC     - 7,467,899.60  1,425,393.47   sFT  1.00005452   -0 58 44.1
 EN0702;UTM  14      - 3,778,955.503   380,619.679   MT  0.99977568   -0 43 36.8
 EN0702
 EN0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0702!SPC TXNC     -   0.99991238  x   1.00005452  =   0.99996690
 EN0702!UTM  14      -   0.99991238  x   0.99977568  =   0.99968808
 EN0702
 EN0702:                Primary Azimuth Mark                     Grid Az
 EN0702:SPC TXNC     -  DUNLAP AZ MK                             013 20 19.3
 EN0702:UTM  14      -  DUNLAP AZ MK                             013 05 12.0
 EN0702
 EN0702|---------------------------------------------------------------------|
 EN0702| PID    Reference Object                     Distance      Geod. Az  |
 EN0702|                                                           dddmmss.s |
 EN0702| CX7121 DUNLAP AZ MK                                       0122135.2 |
 EN0702| CX7122 DUNLAP RM 1                          11.565 METERS 01646     |
 EN0702| CX7123 DUNLAP RM 2                          11.804 METERS 10504     |
 EN0702|---------------------------------------------------------------------|
 EN0702
 EN0702                          SUPERSEDED SURVEY CONTROL
 EN0702
 EN0702  NAD 83(1993)-  34 08 40.85719(N)    100 17 41.57894(W) AD(       ) 3
 EN0702  NAD 83(1986)-  34 08 40.86160(N)    100 17 41.57162(W) AD(       ) 3
 EN0702  NAD 27      -  34 08 40.60744(N)    100 17 40.15714(W) AD(       ) 3
 EN0702
 EN0702.Superseded values are not recommended for survey control.
 EN0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0702.See file dsdata.txt to determine how the superseded data were derived.
 EN0702
 EN0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8062078956(NAD 83)
 EN0702_MARKER: DS = TRIANGULATION STATION DISK
 EN0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0702_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0702
 EN0702  HISTORY     - Date     Condition        Report By
 EN0702  HISTORY     - 1967     MONUMENTED       CGS
 EN0702
 EN0702                          STATION DESCRIPTION
 EN0702
 EN0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0702'THE STATION IS ABOUT 20-1/4 MILES SOUTH-SOUTHWEST OF CHILDRESS, 9-1/4
 EN0702'MILES NORTH OF PADUCAH, 1/4 MILE NORTH OF THE SMALL COMMUNITY OF
 EN0702'DUNLAP, ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 83 AND 62.
 EN0702'
 EN0702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287, 83 AND
 EN0702'62 IN THE WEST EDGE OF CHILDRESS, GO SOUTH ON U.S. HIGHWAY 83 AND 62
 EN0702'FOR 15.75 MILE TO THE JUNCTION WITH FARM ROAD 1440 ON THE RIGHT.
 EN0702'CONTINUE SOUTH, ON THE HIGHWAY FOR 5.4 MILES TO THE AZIMUTH MARK ON
 EN0702'THE RIGHT.  CONTINUE SOUTH FOR 0.4 MILE TO THE STATION ON THE
 EN0702'LEFT.
 EN0702'
 EN0702'STATION MARK IS A STANDARD DISK, STAMPED DUNLAP 1967, SET IN THE TOP
 EN0702'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 EN0702'INCHES.  IT IS 55.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83
 EN0702'AND 62, 4.0 FEET NORTH OF A TELEPHONE LINE POLE AND 3.8 FEET SOUTH OF
 EN0702'A WITNESS POST.  THE UNDERGROUND MARK IS 37 INCHES BELOW THE
 EN0702'GROUND SURFACE.
 EN0702'
 EN0702'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUNLAP NO 1 1967, SET
 EN0702'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0702'PROJECTS 8 INCHES.  IT IS 56.0 FEET EAST OF THE CENTERLINE OF THE
 EN0702'HIGHWAY, 34.0 FEET NORTH OF THE WITNESS POST AND THE SAME
 EN0702'ELEVATION AS THE STATION.
 EN0702'
 EN0702'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUNLAP NO 2 1967, SET IN
 EN0702'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0702'PROJECTS 1 INCH.  IT IS 94.2 FEET EAST OF THE CENTERLINE OF THE
 EN0702'HIGHWAY, 39.0 FEET EAST OF THE WITNESS POST, 38.9 FEET EAST OF THE
 EN0702'TELEPHONE LINE POLE AND ABOUT 2 FEET LOWER THAN THE STATION.
 EN0702'
 EN0702'AZIMUTH MARK IS A STANDARD DISK, STAMPED DUNLAP 1967, SET IN THE TOP
 EN0702'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 8
 EN0702'INCHES.  IT IS 61.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 83
 EN0702'AND 62, 7.2 FEET SOUTH-SOUTHWEST OF A TRANSFORMER POLE, 2.4 FEET WEST
 EN0702'OF A WITNESS POST AND 1.7 FEET EAST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0806 ***********************************************************************
 CT0806  DESIGNATION -  DUNN
 CT0806  PID         -  CT0806
 CT0806  STATE/COUNTY-  TX/COLEMAN
 CT0806  USGS QUAD   -  GOLDSBORO (1967)
 CT0806
 CT0806                         *CURRENT SURVEY CONTROL
 CT0806  ___________________________________________________________________
 CT0806* NAD 83(1993)-  32 00 28.85562(N)    099 37 54.97230(W)     ADJUSTED  
 CT0806* NAVD 88     -       601.837  (meters)    1974.53   (feet)  ADJUSTED  
 CT0806  ___________________________________________________________________
 CT0806  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CT0806  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CT0806  DYNAMIC HT  -         601.047 (meters)    1971.93  (feet)  COMP
 CT0806  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 CT0806
 CT0806  HORZ ORDER  -  SECOND
 CT0806  VERT ORDER  -  FIRST     CLASS II
 CT0806
 CT0806.The horizontal coordinates were established by classical geodetic methods
 CT0806.and adjusted by the National Geodetic Survey in February 1996..
 CT0806
 CT0806.The orthometric height was determined by differential leveling
 CT0806.and adjusted by the National Geodetic Survey in June 1991..
 CT0806
 CT0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0806
 CT0806.The geoid height was determined by GEOID03.
 CT0806
 CT0806.The dynamic height is computed by dividing the NAVD 88
 CT0806.geopotential number by the normal gravity value computed on the
 CT0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0806.degrees latitude (g = 980.6199 gals.).
 CT0806
 CT0806.The modeled gravity was interpolated from observed gravity values.
 CT0806
 CT0806;                    North         East     Units Scale Factor Converg.
 CT0806;SPC TX C     - 3,259,774.960   766,273.339   MT  1.00003587   +0 21 40.5
 CT0806;SPC TX C     -10,694,778.35  2,514,015.11   sFT  1.00003587   +0 21 40.5
 CT0806;SPC TXNC     - 2,038,429.968   493,047.152   MT  1.00003707   -0 37 02.5
 CT0806;SPC TXNC     - 6,687,748.99  1,617,605.53   sFT  1.00003707   -0 37 02.5
 CT0806;UTM  14      - 3,541,498.610   440,314.855   MT  0.99964393   -0 20 05.9
 CT0806
 CT0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0806!SPC TX C     -   0.99990960  x   1.00003587  =   0.99994546
 CT0806!SPC TXNC     -   0.99990960  x   1.00003707  =   0.99994666
 CT0806!UTM  14      -   0.99990960  x   0.99964393  =   0.99955356
 CT0806
 CT0806:                Primary Azimuth Mark                     Grid Az
 CT0806:SPC TX C     -  DUNN AZ MK                               069 36 45.4
 CT0806:SPC TXNC     -  DUNN AZ MK                               070 35 28.4
 CT0806:UTM  14      -  DUNN AZ MK                               070 18 31.8
 CT0806
 CT0806|---------------------------------------------------------------------|
 CT0806| PID    Reference Object                     Distance      Geod. Az  |
 CT0806|                                                           dddmmss.s |
 CT0806| CT0805 DUNN AZ MK                                         0695825.9 |
 CT0806| CT0807 DUNN RM 1                            18.017 METERS 12606     |
 CT0806| CT0808 DUNN RM 2                            17.779 METERS 22619     |
 CT0806|---------------------------------------------------------------------|
 CT0806
 CT0806                          SUPERSEDED SURVEY CONTROL
 CT0806
 CT0806  NAD 83(1986)-  32 00 28.86294(N)    099 37 54.95893(W) AD(       ) 2
 CT0806  NAD 27      -  32 00 28.35510(N)    099 37 53.69410(W) AD(       ) 2
 CT0806
 CT0806.Superseded values are not recommended for survey control.
 CT0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0806.See file dsdata.txt to determine how the superseded data were derived.
 CT0806
 CT0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4031541499(NAD 83)
 CT0806_MARKER: DS = TRIANGULATION STATION DISK
 CT0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0806_SP_SET: CONCRETE POST
 CT0806_STAMPING: DUNN 1961
 CT0806_MARK LOGO: CGS   
 CT0806_PROJECTION: FLUSH
 CT0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0806+STABILITY: SURFACE MOTION
 CT0806
 CT0806  HISTORY     - Date     Condition        Report By
 CT0806  HISTORY     - 1961     MONUMENTED       CGS
 CT0806  HISTORY     - 1982     GOOD             NGS
 CT0806  HISTORY     - 1982     GOOD             NGS
 CT0806
 CT0806                          STATION DESCRIPTION
 CT0806
 CT0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT0806'THE STATION IS APPROXIMATELY 10 MILES NORTH OF GLEN COVE, 10
 CT0806'MILES NORTHEAST OF CREWS, 5 MILES SOUTHEAST OF GOLDSBORO,
 CT0806'1-3/4 MILE NORTH OF NOVICE, 1/4 MILE SOUTHEAST OF THE JUNCTION
 CT0806'OF U.S. HIGHWAY 84 AND FARM ROAD 702 AND ON THE PROPERTY OF
 CT0806'MRS. MARY DUNNMAN.
 CT0806'
 CT0806'TO REACH THE STATION FROM THE POST OFFICE IN GOLDSBORO, GO
 CT0806'SOUTHEAST ON U.S. HIGHWAY 84 FOR 4.2 MILES TO THE JUNCTION OF
 CT0806'FARM ROAD 702.  TURN RIGHT, SOUTH, ON ROAD 702 FOR 0.45 MILE TO A
 CT0806'CATTLE GUARD AND A SIDE ROAD ON THE LEFT.  TURN LEFT, EAST, ON
 CT0806'A GRAVEL ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 CT0806'(CONTINUE EAST ON THE GRAVEL ROAD FOR 0.3 MILE TO A CROSSROAD.
 CT0806'TURN LEFT, NORTH, FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 CT0806'RIGHT.)
 CT0806'
 CT0806'STATION MARKS ARE STANDARD DISKS STAMPED DUNN 1961.  THE SURFACE
 CT0806'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 CT0806'SURFACE OF THE GROUND.  IT IS 182 FEET WEST OF THE WEST ONE OF
 CT0806'TWO LARGE STORAGE TANKS, 105 FEET SOUTH OF THE CENTER OF THE
 CT0806'GRAVEL ROAD, 38.5 FEET NORTH OF A FENCE AND 56 FEET NORTHEAST
 CT0806'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 CT0806'IRREGULAR MASS OF CONCRETE 23 INCHES BELOW THE SURFACE OF THE
 CT0806'GROUND.
 CT0806'
 CT0806'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUNN NO 1 1961,
 CT0806'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 CT0806'IS 1 FOOT NORTH OF THE FENCE.
 CT0806'
 CT0806'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUNN NO 2 1961,
 CT0806'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CT0806'IT IS 2.5 FEET WEST OF A METAL WITNESS POST AND 1 FOOT NORTH
 CT0806'OF THE FENCE.
 CT0806'
 CT0806'AZIMUTH MARK, A STANDARD DISK STAMPED DUNN 1961, IS SET IN
 CT0806'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 133 FEET
 CT0806'EAST OF THE CENTER OF THE GRAVEL ROAD, 72 FEET NORTHWEST OF
 CT0806'A GAS WELL, 7 FEET NORTHWEST OF A POWER POLE AND 3 FEET SOUTHWEST
 CT0806'OF A METAL WITNESS POST.
 CT0806'
 CT0806'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT0806
 CT0806                          STATION RECOVERY (1982)
 CT0806
 CT0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CT0806'THE STATION, REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK WERE
 CT0806'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
 CT0806'
 CT0806'IT IS NOW ON THE PROPERTY OF CHARLES AND MARTHA (DUNNMAN) TAYLOR.
 CT0806'
 CT0806'ADD 39.0 M (128.0 FT) WNW OF A UTILITY POLE WITH 3 TRANSFORMERS, AND
 CT0806'0.3 M (1.0 FOOT) EAST OF A WITNESS POST.
 CT0806'
 CT0806'DELETE 182.0 FEET WEST OF THE WEST ONE OF TWO LARGE STORAGE TANKS.
 CT0806
 CT0806                          STATION RECOVERY (1982)
 CT0806
 CT0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0806'18.9 KM (11.75 MI) SE FROM LAWN.
 CT0806'18.0 KM (11.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0806'JUNCTION WITH FARM ROAD 604 IN LAWN, THENCE 0.4 KM (0.25 MI) SOUTHERLY
 CT0806'ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.3 MI) EASTERLY ALONG A
 CT0806'GRAVELED ROAD, 39.0 METERS (128.0 FT) WEST-NORTHWEST OF A UTILITY POLE
 CT0806'WITH THREE TRANSFORMERS, 32.0 METERS (105.0 FT) SOUTH OF THE CENTER OF
 CT0806'THE ROAD, 18.0 METERS (59.1 FT) NORTHWEST OF DUNN RM 1 AND 11.7 METERS
 CT0806'(38.4 FT) NORTH OF A FENCE.
 CT0806'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CT0806'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3220 ***********************************************************************
 BK3220  DESIGNATION -  DUNN
 BK3220  PID         -  BK3220
 BK3220  STATE/COUNTY-  TX/ORANGE
 BK3220  USGS QUAD   -  ORANGEFIELD (1974)
 BK3220
 BK3220                         *CURRENT SURVEY CONTROL
 BK3220  ___________________________________________________________________
 BK3220* NAD 83(1993)-  30 00 39.10389(N)    093 50 45.18182(W)     ADJUSTED  
 BK3220* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BK3220  ___________________________________________________________________
 BK3220  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK3220  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK3220
 BK3220  HORZ ORDER  -  FIRST
 BK3220
 BK3220.The horizontal coordinates were established by classical geodetic methods
 BK3220.and adjusted by the National Geodetic Survey in February 1996..
 BK3220
 BK3220.The orthometric height was scaled from a topographic map.
 BK3220
 BK3220.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3220
 BK3220.The geoid height was determined by GEOID03.
 BK3220
 BK3220;                    North         East     Units Scale Factor Converg.
 BK3220;SPC TX C     - 3,056,403.005 1,325,545.690   MT  1.00002992   +3 20 29.1
 BK3220;SPC TX C     -10,027,548.86  4,348,894.48   sFT  1.00002992   +3 20 29.1
 BK3220;SPC TXSC     - 4,252,287.557 1,097,052.903   MT  0.99993265   +2 31 30.2
 BK3220;SPC TXSC     -13,951,046.76  3,599,247.73   sFT  0.99993265   +2 31 30.2
 BK3220;SPC LA S     -   170,127.639   757,637.171   MT  0.99992576   -1 15 22.7
 BK3220;SPC LA S     -   558,160.43  2,485,681.29   sFT  0.99992576   -1 15 22.7
 BK3220;UTM  15      - 3,320,290.172   418,423.856   MT  0.99968210   -0 25 23.2
 BK3220
 BK3220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3220!SPC TX C     -   1.00000382  x   1.00002992  =   1.00003374
 BK3220!SPC TXSC     -   1.00000382  x   0.99993265  =   0.99993647
 BK3220!SPC LA S     -   1.00000382  x   0.99992576  =   0.99992958
 BK3220!UTM  15      -   1.00000382  x   0.99968210  =   0.99968592
 BK3220
 BK3220:                Primary Azimuth Mark                     Grid Az
 BK3220:SPC TX C     -  ORANGE SABINE PACKING CO TANK            021 15 05.4
 BK3220:SPC TXSC     -  ORANGE SABINE PACKING CO TANK            022 04 04.3
 BK3220:SPC LA S     -  ORANGE SABINE PACKING CO TANK            025 50 57.2
 BK3220:UTM  15      -  ORANGE SABINE PACKING CO TANK            025 00 57.7
 BK3220
 BK3220|---------------------------------------------------------------------|
 BK3220| PID    Reference Object                     Distance      Geod. Az  |
 BK3220|                                                           dddmmss.s |
 BK3220| BK3221 ORANGE SABINE PACKING CO TANK       APPROX. 8.7 KM 0243534.5 |
 BK3220| CV7542 DUNN RM 1                            72.238 METERS 03137     |
 BK3220| BK3204 ORANGE CANNING PLANT TANK           APPROX.12.4 KM 0481103.5 |
 BK3220| BK3203 ORANGE YELLOW PINE PAPER TK         APPROX.13.0 KM 0481854.7 |
 BK3220| BK3215 ORANGE RICE MILL TANK               APPROX.13.7 KM 0510709.4 |
 BK3220| BK3206 ORANGE GULF STATES UTIL W STK       APPROX.14.2 KM 0513154.6 |
 BK3220| BK3209 ORANGE GULF ST UTIL CO SPIPE        APPROX.14.3 KM 0513312.3 |
 BK3220| BK3205 ORANGE GULF STATES UTIL E STK       APPROX.14.3 KM 0513931.7 |
 BK3220| CV7543 DUNN RM 2                                          12242     |
 BK3220| AV0934 PORT ARTHUR GULF ST UTIL STK        APPROX.18.2 KM 2081904.0 |
 BK3220| AV0935 PORT ARTHUR GOODHUE HOTEL TWR       APPROX.17.6 KM 2093243.7 |
 BK3220| AV0958 PORT ARTHUR GULF REFIN TAL STK      APPROX.19.9 KM 2162622.1 |
 BK3220| AV0965 PORT=PORT NECHES TANK               APPROX.10.5 KM 2581057.9 |
 BK3220|---------------------------------------------------------------------|
 BK3220
 BK3220                          SUPERSEDED SURVEY CONTROL
 BK3220
 BK3220  NAD 83(1993)-  30 00 39.10349(N)    093 50 45.18180(W) AD(       ) 1
 BK3220  NAD 83(1986)-  30 00 39.12211(N)    093 50 45.16634(W) AD(       ) 1
 BK3220  NAD 27      -  30 00 38.35700(N)    093 50 44.55600(W) AD(       ) 1
 BK3220
 BK3220.Superseded values are not recommended for survey control.
 BK3220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3220.See file dsdata.txt to determine how the superseded data were derived.
 BK3220
 BK3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1842420290(NAD 83)
 BK3220_MARKER: DS = TRIANGULATION STATION DISK
 BK3220_SETTING: 0 = UNSPECIFIED SETTING
 BK3220
 BK3220  HISTORY     - Date     Condition        Report By
 BK3220  HISTORY     - 1931     MONUMENTED       CGS
 BK3220  HISTORY     - 1947     SEE DESCRIPTION  CGS
 BK3220  HISTORY     - 1957     SEE DESCRIPTION  USGS
 BK3220
 BK3220                          STATION DESCRIPTION
 BK3220
 BK3220'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 BK3220'ABOUT 9 MILES SW OF ORANGE, 9 MILES NE OF PORT ARTHUR, ON THE
 BK3220'W SIDE OF STATE HIGHWAY 87, WHERE IT BEGINS THE 1-1/2 MILE
 BK3220'FILLED APPROACH TO THE BRIDGE AND FERRY ON N SIDE OF NECHES
 BK3220'RIVER.  STATION IS ON A MOUND AT N END OF GOVERNMENT CANAL
 BK3220'WHICH PARALLELS THE ROAD ACROSS THE MARSH, ON S SIDE OF A LARGE
 BK3220'GROVE OF TREES SUBDIVIDED INTO HOMESITES, ABOUT 800 FEET E OF
 BK3220'A LARGE PRIVATELY OWNED ARTIFICIAL LAKE, IN PICNIC GROUNDS
 BK3220'BELONGING TO BOB BERWICK OF ORANGE, 172.5 FEET S OF THE SE
 BK3220'CORNER OF THE PRINCESS NIGHT CLUB, 99 FEET W OF CENTER LINE
 BK3220'OF STATE HIGHWAY 87, AND 100.5 FEET N OF THE FENCELINE
 BK3220'BOUNDING THE MARSH.
 BK3220'
 BK3220'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 BK3220'CONCRETE.  STATION MARK PROJECTS ABOUT 5 INCHES ABOVE THE
 BK3220'GROUND.
 BK3220'
 BK3220'REFERENCE MARK 1 IS ON E SIDE OF STATE HIGHWAY 87, ABOUT 400
 BK3220'FEET N OF WHERE IT BEGINS THE FILLED APPROACH ACROSS THE MARSH,
 BK3220'ON W SIDE OF A GROVE OF TREES, ON PROPERTY MARKED HOMESITE NO.
 BK3220'12, 121.5 FEET E OF THE NE CORNER OF THE ROADHOUSE, 66.2 FEET
 BK3220'N OF A FENCE CORNER, 28.5 FEET E OF CENTER LINE OF HIGHWAY 87,
 BK3220'AND 237.00 FEET FROM STATION N 31 DEG 37 MIN E.
 BK3220'
 BK3220'REFERENCE MARK 2 PROJECTS ABOUT 6 INCHES ABOVE GROUND, IS
 BK3220'ABOUT 600 FEET E OF HIGHWAY 87, ABOUT 200 FEET S OF WHERE IT
 BK3220'ENTERS THE MARSH, 102 FEET N OF THE NW CORNER OF A HOUSE,
 BK3220'70.8 FEET W OF THE NW CORNER OF GARAGE, 3 FEET N OF POLE,
 BK3220'AND APPROXIMATELY 700 FEET FROM STATION S 57 DEG 18 MIN E.
 BK3220'
 BK3220'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION--PORT NECHES,
 BK3220'BLACK TANK, DISTANT 6-1/2 MILES, S 78 DEG 11 MIN 02 SEC W AND GULF
 BK3220'REFINING CO., TALLEST STACK, 12 MILES, S 36 DEG 27 MIN W
 BK3220'AT PORT ARTHUR.
 BK3220'
 BK3220'TO REACH STATION FROM ORANGE GO W ALONG STATE HIGHWAY 87 FOR
 BK3220'7 MILES TO THE ORANGE OIL FIELD, THENCE S ON SAME HIGHWAY FOR
 BK3220'4.8 MILES TO THE PRINCESS NIGHT CLUB AND STATION SITE.
 BK3220
 BK3220                          STATION RECOVERY (1947)
 BK3220
 BK3220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 BK3220'A HOUSE HAS BEEN BUILT OVER THE STATION MARK.  REFERENCE MARKS
 BK3220'1 AND 2 WERE RECOVERED AS DESCRIBED, THE DESCRIPTION BEING
 BK3220'ADEQUATE.
 BK3220
 BK3220                          STATION RECOVERY (1957)
 BK3220
 BK3220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 BK3220'STATION HAS BEEN COVERED BY FRAME HOUSE.  OWNER STATES IT IS
 BK3220'DIRECTLY UNDER HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2867 ***********************************************************************
 CS2867  DESIGNATION -  DUNN
 CS2867  PID         -  CS2867
 CS2867  STATE/COUNTY-  TX/DALLAS
 CS2867  USGS QUAD   -  IRVING (1981)
 CS2867
 CS2867                         *CURRENT SURVEY CONTROL
 CS2867  ___________________________________________________________________
 CS2867* NAD 83(1993)-  32 48 08.88991(N)    096 54 27.01248(W)     ADJUSTED  
 CS2867* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 CS2867  ___________________________________________________________________
 CS2867  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 CS2867  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CS2867
 CS2867  HORZ ORDER  -  FIRST
 CS2867
 CS2867.The horizontal coordinates were established by classical geodetic methods
 CS2867.and adjusted by the National Geodetic Survey in February 1996..
 CS2867
 CS2867.The orthometric height was scaled from a topographic map.
 CS2867
 CS2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2867
 CS2867.The geoid height was determined by GEOID03.
 CS2867
 CS2867;                    North         East     Units Scale Factor Converg.
 CS2867;SPC TXNC     - 2,127,079.282   749,131.351   MT  0.99988202   +0 52 06.7
 CS2867;SPC TXNC     - 6,978,592.61  2,457,775.11   sFT  0.99988202   +0 52 06.7
 CS2867;UTM  14      - 3,631,327.745   695,924.846   MT  1.00007334   +1 08 02.3
 CS2867
 CS2867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2867!SPC TXNC     -   0.99998255  x   0.99988202  =   0.99986457
 CS2867!UTM  14      -   0.99998255  x   1.00007334  =   1.00005589
 CS2867
 CS2867|---------------------------------------------------------------------|
 CS2867| PID    Reference Object                     Distance      Geod. Az  |
 CS2867|                                                           dddmmss.s |
 CS2867| CY1703 DUNN RM 1                            36.667 METERS 12014     |
 CS2867| CS2817 W DALLAS PWR AND LT CO TANK         APPROX. 9.0 KM 1951536.1 |
 CS2867| CY1704 DUNN RM 2                            32.358 METERS 21053     |
 CS2867| CY1702 DUNN AZ MK                                         2651231.7 |
 CS2867| CS2875 IRVING MUNICIPAL TANK               APPROX. 3.7 KM 2882351.5 |
 CS2867|---------------------------------------------------------------------|
 CS2867
 CS2867                          SUPERSEDED SURVEY CONTROL
 CS2867
 CS2867  NAD 83(1993)-  32 48 08.89249(N)    096 54 26.99614(W) AD(       ) 1
 CS2867  NAD 83(1986)-  32 48 08.89587(N)    096 54 26.99538(W) AD(       ) 1
 CS2867  NAD 27      -  32 48 08.43600(N)    096 54 25.98500(W) AD(       ) 1
 CS2867
 CS2867.Superseded values are not recommended for survey control.
 CS2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2867.See file dsdata.txt to determine how the superseded data were derived.
 CS2867
 CS2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9592531328(NAD 83)
 CS2867_MARKER: DS = TRIANGULATION STATION DISK
 CS2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2867
 CS2867  HISTORY     - Date     Condition        Report By
 CS2867  HISTORY     - 1947     MONUMENTED       CGS
 CS2867  HISTORY     - 1958     GOOD             CGS
 CS2867  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS2867  HISTORY     - 1963     GOOD             CGS
 CS2867  HISTORY     - 1969     GOOD             LOCSUR
 CS2867  HISTORY     - 1979     GOOD             LOCENG
 CS2867
 CS2867                          STATION DESCRIPTION
 CS2867
 CS2867'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2867'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF THE
 CS2867'VILLAGE OF IRVING, AT THE Y JUNCTION OF IRVING BLVD. AND SHADY
 CS2867'GROVE ROAD.  IT IS 79 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CS2867'OF THE DUNN BROS. CONSTRUCTION CO, GARAGE, 38 FEET NORTH OF
 CS2867'THE CENTERLINE OF STATE ROUTE 356, 11 FEET WEST OF A WITNESS
 CS2867'POST AND 9 FEET WEST OF A FENCE CORNER.  THE MARK IS ABOUT
 CS2867'3 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 CS2867'STAMPED DUNN 1947.
 CS2867'
 CS2867'REFERENCE MARK NO. 1 IS 120.30 FEET SOUTHEAST OF THE STATION,
 CS2867'46 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 356 AND 1 FOOT
 CS2867'NORTH OF THE FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 CS2867'IS STAMPED DUNN NO 1 1947.
 CS2867'
 CS2867'REFERENCE MARK NO. 2 IS 106.16 FEET SOUTHWEST OF THE STATION,
 CS2867'IN THE FORKS OF THE ROADS AND 34 FEET SOUTH OF THE CENTERLINE
 CS2867'OF STATE ROUTE 356.  THE MARK PROJECTS 4 INCHES AND THE DISK
 CS2867'IS STAMPED DUNN NO 2 1947.
 CS2867'
 CS2867'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 45 FEET SOUTH
 CS2867'OF THE CENTERLINE OF STATE ROUTE 356, 6 FEET NORTH OF A
 CS2867'GARDEN FENCE CORNER AND 2 FEET NORTHEAST OF A WITNESS POST.
 CS2867'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED DUNN 1947.
 CS2867'
 CS2867'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 356
 CS2867'AND MAIN STREET IN THE VILLAGE OF IRVING, GO EAST ON STATE ROUTE
 CS2867'356 FOR 2.1 MILES TO THE AZIMUTH MARK ON THE RIGHT, THENCE
 CS2867'0.25 MILE TO THE DUNN BROS. CONSTRUCTION CO. GARAGE ON THE
 CS2867'LEFT AND THE STATION.
 CS2867'
 CS2867'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2867
 CS2867                          STATION RECOVERY (1958)
 CS2867
 CS2867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2867'THIS STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 CS2867'THE STATION IS IN THE OPEN, GRAVEL COVERED YARD DUNN BROS.
 CS2867'GARAGE.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED TO
 CS2867'HAVE BEEN DESTROYED BY YARD IMPROVEMENTS.
 CS2867
 CS2867                          STATION RECOVERY (1958)
 CS2867
 CS2867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2867'STATION WAS SEARCHED FOR AND NOT FOUND.  A WORKER AT THE DUNN
 CS2867'BROS. GARAGE STATED THAT A WATER LINE HAD BEEN LAID IN THE
 CS2867'VICINITY ABOUT FOUR YEARS AGO.  THE FENCE CORNER NOTED IN THE
 CS2867'DESCRIPTION IS GONE, AND THE ENTIRE AREA IN THE LOCALITY OF THE
 CS2867'STATION IS NOW A PARKING AREA.  EXTENSIVE DIGGING PRODUCED
 CS2867'NO RESULTS.
 CS2867'
 CS2867'BOTH REFERENCE MARKS ARE IN PLACE.
 CS2867
 CS2867                          STATION RECOVERY (1963)
 CS2867
 CS2867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2867'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2867'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 CS2867'FOUND.  IT IS BELIEVED THE MARK IS COVERED BY DIRT.  THE AREA
 CS2867'HAS BEEN FILLED AND LEVELED OFF AND IS NOW A FRONT LAWN.
 CS2867'THE GARDEN FENCE HAS BEEN TORE DOWN.  REFERENCE MARKS NOS.
 CS2867'1 AND 2 WERE FOUND AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 CS2867'THE STATION MARK IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2867'IT IS 38 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 356,
 CS2867'78 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF DUNN BROS.
 CS2867'GARAGE, 24 FEET SOUTHEAST OF THE LARGEST TRUNK OF A 4-TRUNKED
 CS2867'TREE, 84 FEET SOUTHWEST OF A POWERLINE POLE.  THE STATION
 CS2867'WAS REACHED FROM THE INTERSECTION OF MAIN STREET AND
 CS2867'STATE HIGHWAY 356 IN IRVING BY GOING EAST ON STATE HIGHWAY
 CS2867'356 FOR 2.45 MILES TO STATION ON THE LEFT.
 CS2867
 CS2867                          STATION RECOVERY (1969)
 CS2867
 CS2867'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 CS2867'RECOVERED BY BUCE AND ASSOC.
 CS2867'
 CS2867'DUNN - GOOD
 CS2867'
 CS2867'REF 1 - GOOD
 CS2867'
 CS2867'REF 2 - GOOD
 CS2867'
 CS2867'AZ - SEARCHED FOR - NOT FOUND
 CS2867
 CS2867                          STATION RECOVERY (1979)
 CS2867
 CS2867'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2867'DUNN 1947 (STA) RECOVERED GOOD - DESCRIPTION GOOD.
 CS2867'
 CS2867'DUNN NO 1 E-NO 2 1947 RECOVERED GOOD NO. 2 SEE BELOW.  DESCRIPTION
 CS2867'GOOD.
 CS2867'
 CS2867'DUNN 1947 AZ M. RECOVERED GOOD - SEE NEW DESCRIPTION BELOW.
 CS2867'
 CS2867'AZIMUTH MARK IS 0.25 MI WEST OF THE STATION, LOCATED 45 FEET SOUTH OF
 CS2867'THE CENTERLINE OF STATE HIGHWAY 356, 7.0 FEET NORTH OF A D.P. AND L.
 CS2867'CONCRETE MONUMENT AND 26.2 WEST OF A COD NAIL IN A POWER POLE, AND
 CS2867'IS APPROXIMATELY 1 INCH UNDERGROUND.
 CS2867'
 CS2867'TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0789 ***********************************************************************
 CC0789  DESIGNATION -  DUNN
 CC0789  PID         -  CC0789
 CC0789  STATE/COUNTY-  TX/WARD
 CC0789  USGS QUAD   -  SODA LAKE (1981)
 CC0789
 CC0789                         *CURRENT SURVEY CONTROL
 CC0789  ___________________________________________________________________
 CC0789* NAD 83(1993)-  31 37 22.96606(N)    103 23 21.24213(W)     ADJUSTED  
 CC0789* NAVD 88     -       878.5    (meters)    2882.     (feet)  VERTCON   
 CC0789  ___________________________________________________________________
 CC0789  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 CC0789  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 CC0789
 CC0789  HORZ ORDER  -  SECOND
 CC0789
 CC0789.The horizontal coordinates were established by classical geodetic methods
 CC0789.and adjusted by the National Geodetic Survey in February 1996..
 CC0789
 CC0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0789
 CC0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0789
 CC0789.The geoid height was determined by GEOID03.
 CC0789
 CC0789;                    North         East     Units Scale Factor Converg.
 CC0789;SPC TX C     - 3,220,861.843   410,116.953   MT  0.99994044   -1 34 26.3
 CC0789;SPC TX C     -10,567,110.90  1,345,525.37   sFT  0.99994044   -1 34 26.3
 CC0789;UTM  13      - 3,499,780.608   652,773.758   MT  0.99988787   +0 50 41.0
 CC0789
 CC0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0789!SPC TX C     -   0.99986598  x   0.99994044  =   0.99980643
 CC0789!UTM  13      -   0.99986598  x   0.99988787  =   0.99975387
 CC0789
 CC0789|---------------------------------------------------------------------|
 CC0789| PID    Reference Object                     Distance      Geod. Az  |
 CC0789|                                                           dddmmss.s |
 CC0789| CH8816 DUNN RM 1                            17.506 METERS 11250     |
 CC0789| CH8817 DUNN RM 2                            10.374 METERS 21222     |
 CC0789| CC0825 MOOREHEAD                           APPROX.17.0 KM 3102804.6 |
 CC0789|---------------------------------------------------------------------|
 CC0789
 CC0789                          SUPERSEDED SURVEY CONTROL
 CC0789
 CC0789  NAD 83(1986)-  31 37 22.96740(N)    103 23 21.23767(W) AD(       ) 2
 CC0789  NAD 27      -  31 37 22.49810(N)    103 23 19.62427(W) AD(       ) 2
 CC0789  NGVD 29 (07/19/86)  878.1    (m)         2881.     (f) VERT ANG       
 CC0789
 CC0789.Superseded values are not recommended for survey control.
 CC0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0789.See file dsdata.txt to determine how the superseded data were derived.
 CC0789
 CC0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ5277499781(NAD 83)
 CC0789_MARKER: DD = SURVEY DISK
 CC0789_SETTING: 66 = SET IN ROCK OUTCROP
 CC0789
 CC0789  HISTORY     - Date     Condition        Report By
 CC0789  HISTORY     - 1969     MONUMENTED       USGS
 CC0789
 CC0789                          STATION DESCRIPTION
 CC0789
 CC0789'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (EGE)
 CC0789'STATION IS LOCATED NORTH 24 DEG EAST ABOUT 15 MILES FROM PECOS
 CC0789'AND NORTH 68 DEG WEST ABOUT 17 MILES FROM PEYOTE.  ON THE HIGHEST
 CC0789'HILL IN THE AREA, 12 FEET NORTHEAST OF A USGS WITNESS SIGN MOUNTED
 CC0789'ON A METAL POST.
 CC0789'
 CC0789'TO REACH THE STATION FROM THE BARSTOW POST OFFICE, PROCEED NORTHWEST
 CC0789'ON FARM ROAD 516, 8.6 MILES TO END OF PAVEMENT AND A CATTLEGUARD.
 CC0789'PROCEED NORTH AND NORTHEAST ON MAIN GRAVEL ROAD, 1.8 MILES TO ROAD
 CC0789'FORK.  TAKE RIGHT FORK AND PROCEED NORTHEAST 4.5 MILES TO ROAD
 CC0789'FORK AND RANCH BUILDINGS ON RIGHT.  TAKE LEFT FORK OVER
 CC0789'CATTLEGUARD AND PROCEED 0.1 MILE NORTHEAST TO ROAD FORK, THEN
 CC0789'TAKE LEFT FORK AND PROCEED NORTH-NORTHEAST 0.8 MILE TO WIRE
 CC0789'GATE AND ROAD FORK.  PASS THROUGH GATE AND TAKE RIGHT FORK 0.3
 CC0789'MILE TO ROAD FORK, THEN TAKE LEFT FORK AND PROCEED 2.3 MILES
 CC0789'TO ROAD FORK AT WIRE GATE.  DO NOT PASS THROUGH GATE, BUT TAKE
 CC0789'RIGHT FORK SOUTHEAST 0.8 MILE TO FENCE CORNER AND WIRE
 CC0789'GATE.  PASS THROUGH GATE AND PROCEED 0.2 MILE ALONG TRACK
 CC0789'ROAD.  TURN RIGHT OFF ROAD AND PROCEED WEST CROSS COUNTRY 0.9
 CC0789'MILE TO POINT OF HILL AND STATION SITE.
 CC0789'
 CC0789'STATION MARK--A USGS ALUMINUM TABLET CEMENTED INTO DRILL HOLE IN
 CC0789'ROCK OUTCROP.  THE TABLET IS SET FLUSH WITH GROUND AND STAMPED
 CC0789'DUNN ET 1960 1969.
 CC0789'
 CC0789'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CEMENTED
 CC0789'IN DRILL HOLE IN ROCK OUTCROP.  THE TABLET IS SET FLUSH WITH
 CC0789'GROUND AND STAMPED DUNN ET 1960 1969 NO. 1.
 CC0789'
 CC0789'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CEMENTED
 CC0789'IN DRILL HOLE IN ROCK OUTCROP.  THE TABLET IS SET FLUSH WITH
 CC0789'GROUND AND STAMPED DUNN ET 1960 1969 NO. 2.
 CC0789'
 CC0789'STATION MOOREHEAD ET 1960-1969 IS VISIBLE FROM THE GROUND AT THIS
 CC0789'STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0790 ***********************************************************************
 CV0790  DESIGNATION -  DUNN
 CV0790  PID         -  CV0790
 CV0790  STATE/COUNTY-  TX/MARTIN
 CV0790  USGS QUAD   -  MABEE RANCH (1966)
 CV0790
 CV0790                         *CURRENT SURVEY CONTROL
 CV0790  ___________________________________________________________________
 CV0790* NAD 83(1993)-  32 09 08.39898(N)    102 08 22.34493(W)     ADJUSTED  
 CV0790* NAVD 88     -       887.3    (meters)    2911.     (feet)  VERTCON   
 CV0790  ___________________________________________________________________
 CV0790  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 CV0790  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CV0790
 CV0790  HORZ ORDER  -  FIRST
 CV0790
 CV0790.The horizontal coordinates were established by classical geodetic methods
 CV0790.and adjusted by the National Geodetic Survey in February 1996..
 CV0790
 CV0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0790
 CV0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0790
 CV0790.The geoid height was determined by GEOID03.
 CV0790
 CV0790;                    North         East     Units Scale Factor Converg.
 CV0790;SPC TXNC     - 2,059,803.960   256,728.689   MT  0.99999479   -1 59 05.9
 CV0790;SPC TXNC     - 6,757,873.49    842,284.04   sFT  0.99999479   -1 59 05.9
 CV0790;SPC TX C     - 3,276,953.487   529,601.903   MT  1.00008335   -0 55 49.1
 CV0790;SPC TX C     -10,751,138.23  1,737,535.58   sFT  1.00008335   -0 55 49.1
 CV0790;UTM  13      - 3,560,906.600   769,787.005   MT  1.00049770   +1 31 23.4
 CV0790
 CV0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0790!SPC TXNC     -   0.99986457  x   0.99999479  =   0.99985936
 CV0790!SPC TX C     -   0.99986457  x   1.00008335  =   0.99994791
 CV0790!UTM  13      -   0.99986457  x   1.00049770  =   1.00036220
 CV0790
 CV0790:                Primary Azimuth Mark                     Grid Az
 CV0790:SPC TXNC     -  DUNN AZ MK                               077 23 35.1
 CV0790:SPC TX C     -  DUNN AZ MK                               076 20 18.3
 CV0790:UTM  13      -  DUNN AZ MK                               073 53 05.8
 CV0790
 CV0790|---------------------------------------------------------------------|
 CV0790| PID    Reference Object                     Distance      Geod. Az  |
 CV0790|                                                           dddmmss.s |
 CV0790| CH8813 DUNN AZ MK                                         0752429.2 |
 CV0790| CH8814 DUNN RM                              23.593 METERS 09146     |
 CV0790| CC0722 MIDLAND COURTHOUSE FLAGPOLE         APPROX.18.1 KM 1604357.9 |
 CV0790| CH8815 DUNN RM 2                            44.988 METERS 17443     |
 CV0790|---------------------------------------------------------------------|
 CV0790
 CV0790                          SUPERSEDED SURVEY CONTROL
 CV0790
 CV0790  NAD 83(1986)-  32 09 08.40335(N)    102 08 22.33643(W) AD(       ) 1
 CV0790  NAD 27      -  32 09 07.97800(N)    102 08 20.83000(W) AD(       ) 1
 CV0790  NGVD 29 (07/19/86)  886.9    (m)         2910.     (f) VERT ANG       
 CV0790
 CV0790.Superseded values are not recommended for survey control.
 CV0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0790.See file dsdata.txt to determine how the superseded data were derived.
 CV0790
 CV0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR6978760907(NAD 83)
 CV0790_MARKER: P = PIPE CAP
 CV0790_SETTING: 0 = UNSPECIFIED SETTING
 CV0790
 CV0790  HISTORY     - Date     Condition        Report By
 CV0790  HISTORY     - 1909     MONUMENTED       CGS
 CV0790  HISTORY     - 1935     GOOD             CGS
 CV0790  HISTORY     - 1970     GOOD             NGS
 CV0790
 CV0790                          STATION DESCRIPTION
 CV0790
 CV0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CV0790'STATION IS 14 MILES BY ROAD, OR 11 MILES DIRECT, NNW FROM
 CV0790'MIDLAND, A TOWN ON THE TEXAS AND PACIFIC RAILWAY, AND 1-3/8
 CV0790'MILES W OF THE MIDLAND-SEMINOLE PUBLIC ROAD.  IT IS ON S SIDE
 CV0790'OF LARGE PASTURE OWNED BY OLE DUNN AND ABOUT 10 METERS (33 FEET)
 CV0790'N OF AN E AND W FENCE, WHICH IS SOUTHLINE FENCE OF MR. DUNNS
 CV0790'PROPERTY.  SURFACE MARK IS A CAP STATION MARK SCREWED TO THE
 CV0790'TOP OF A 3-INCH IRON PIPE 30 INCHES LONG IN A CYLINDER OF
 CV0790'CONCRETE 20 INCHES IN DIAMETER AND 30 INCHES LONG.  THE
 CV0790'UNDERGROUND MARK IS AN OLD TYPE STATION DISK SET IN BEDROCK.
 CV0790'REFERENCE MARK IS A LARGE NAIL IN 1 1/2-INCH IRON PIPE SET
 CV0790'IN A 12-INCH CONCRETE CYLINDER, AND IS IN ABOVE-MENTIONED
 CV0790'FENCE LINE AND 23.593 METERS (77.40 FEET) FROM STATION
 CV0790'BEARING FROM STATION OF MIDLAND,
 CV0790'COURTHOUSE CUPOLA, DISTANT ABOUT 11 MILES,
 CV0790'IS S 19 DEG 16 MIN E.
 CV0790
 CV0790                          STATION RECOVERY (1935)
 CV0790
 CV0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0790'STATION IS 13 MILES AIRLINE N OF MIDLAND, ON LAND OWNED BY
 CV0790'GEORGE W. GLASS.  IT IS LOCATED IN FLAT PASTURE LAND, ABOUT
 CV0790'1.5 MILES W OF THE OLD MIDLAND-SEMINOLE ROAD AND 0.5 MILE W
 CV0790'OF A LONE NW FENCE CORNER.  STATION MARK CONSISTS OF A STANDARD
 CV0790'BRASS CAP SCREWED ON A 3-INCH GALVANIZED PIPE WHICH PROJECTS
 CV0790'7 INCHES FROM AN IRREGULAR MASS OF CONCRETE.  MARK IS STAMPED
 CV0790'DUNN 1909 WHILE THE CONCRETE HAS 1908 SCRATCHED IN IT.  MARK
 CV0790'WAS RECOVERED IN GOOD CONDITION.
 CV0790'
 CV0790'REFERENCE MARK NO. 1 CONSISTS OF A NAIL SET IN A CONCRETE
 CV0790'FILLED 2-INCH IRON PIPE WHICH PROJECTS 8 INCHES ABOVE AN
 CV0790'IRREGULAR MASS OF CONCRETE.  THE CONCRETE HAS 1908 SCRATCHED
 CV0790'IN IT.  MARK IS E OF THE STATION AND WAS RECOVERED IN GOOD
 CV0790'CONDITION.
 CV0790'
 CV0790'REFERENCE MARK NO. 2 IS S OF THE STATION.
 CV0790'
 CV0790'IT IS STAMPED DUNN 1935 AND PROJECTS 6 INCHES.
 CV0790'
 CV0790'REFERENCE MARK NO. 2 AND THE AZIMUTH MARKS ARE STANDARD DISKS
 CV0790'SET IN CONCRETE.
 CV0790'
 CV0790'AZIMUTH MARK IS E OF THE STATION, IT IS 4 FEET SW OF A LONE
 CV0790'NW FENCE CORNER, IS STAMPED DUNN 1935 AND PROJECTS 6 INCHES.
 CV0790'
 CV0790'REACHED FROM THE COURTHOUSE IN MIDLAND, BY DRIVING EASTERLY
 CV0790'ON WALL STREET FOR 0.4 MILE, THENCE NORTHEASTERLY ON U.S.
 CV0790'HIGHWAY 80 FOR 0.2 MILE TO A HUMBLE AND SINCLAIR FILLING
 CV0790'STATIONS ON THE LEFT SIDE OF THE ROAD.  LEAVE THE PAVED ROAD,
 CV0790'TURN LEFT OR NORTHERLY BETWEEN THE TWO FILLING STATIONS AND
 CV0790'GO 12.8 MILES ALONG THE OLD MIDLAND-SEMINOLE ROAD.  THERE
 CV0790'IS A TELEPHONE LINE ON THE E SIDE OF THE ROAD.  AT A BOARD
 CV0790'GATE ON THE W SIDE OF THE ROAD THAT HAS A NO TRESPASSING SIGN
 CV0790'ON IT, LEAVE THE OLD ROAD, PASS THROUGH THE GATE AND GO S
 CV0790'ABOUT 40 YARDS TO AN E-W WIRE FENCE.  FOLLOW ALONG THE N
 CV0790'SIDE OF THE FENCE W FOR 1.0 MILE TO A NW FENCE CORNER.  THE
 CV0790'AZIMUTH MARK IS AT THIS CORNER.  CONTINUE STRAIGHT W ACROSS
 CV0790'COUNTRY 0.5 MILE TO STATION.
 CV0790'
 CV0790'A 50-FOOT STAND WILL CLEAR ALL LINES.
 CV0790
 CV0790                          STATION RECOVERY (1970)
 CV0790
 CV0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CV0790'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 CV0790'MARK WERE FOUND IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN
 CV0790'THE STAMPING OF REFERENCE MARK NO. 2 AND THE AZIMUTH MARK.
 CV0790'
 CV0790'A NEW DESCRIPTION FOLLOWS--
 CV0790'
 CV0790'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF
 CV0790'MIDLAND, AND 1.45 MILES WEST OF STATE HIGHWAY 349, ON FLAT
 CV0790'PASTURE LAND OWNED BY MR. GEORGE W. GLASS OF MIDLAND.
 CV0790'
 CV0790'THE STATION MARK IS A STANDARD CAP DISK STAMPED DUNN 1909,
 CV0790'SCREWED TO THE TOP OF A 3-INCH IRON PIPE SET IN A CONCRETE
 CV0790'MONUMENT WHICH IS 20-INCHES IN DIAMETER AND PROJECTS 2-INCHES
 CV0790'ABOVE GROUND, THE PIPE PROJECTS 7-INCHES ABOVE THE MONUMENT,
 CV0790'THE NUMBERS 1908 ARE SCRIBED IN THE CONCRETE.  IT IS 40 FEET
 CV0790'NORTH OF CENTER OF TRACK ROAD, AND 2 FEET NORTHWEST OF A METAL
 CV0790'WITNESS POST.
 CV0790'
 CV0790'REFERENCE MARK NO. 1 IS A LARGE NAIL SET IN CONCRETE IN A
 CV0790'1-1/2 INCH IRON PIPE, WHICH IS SET IN A FLUSH CONCRETE MONUMENT
 CV0790'12-INCHES IN DIAMETER AND HAS THE NUMBERS 1908 SCRIBED IN THE
 CV0790'CONCRETE.  THE PIPE PROJECTS 8-INCHES.  IT IS 26 FEET NORTH OF
 CV0790'THE CENTER OF TRACK ROAD, AND 2.2 FEET NORTH OF A METAL WITNESS
 CV0790'POST.
 CV0790'
 CV0790'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DUNN NO 2 1935,
 CV0790'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 CV0790'IT IS 107 FEET SOUTH OF THE CENTER OF TRACK ROAD AND 1-FOOT
 CV0790'WEST OF A METAL WITNESS POST.
 CV0790'
 CV0790'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CV0790'DUNN AZIMUTH 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH
 CV0790'PROJECTS 10-INCHES.  IT IS 86 FEET EAST OF A NORTHWEST FENCE
 CV0790'CORNER POST, 16.5 FEET NORTH OF THE EAST-WEST FENCE, AND 3.2
 CV0790'FEET WEST OF A METAL WITNESS POST.
 CV0790'
 CV0790'TO REACH THE STATION FROM THE INTERSECTION OF WALL STREET
 CV0790'(BUSINESS U.S. HIGHWAY 80) AND STATE HIGHWAY 349, WHICH IS
 CV0790'0.15 MILE WEST OF THE MIDLAND COUNTY COURTHOUSE IN MIDLAND,
 CV0790'GO NORTH ON HIGHWAY 349 FOR 11.6 MILES TO A SET OF GATES JUST
 CV0790'NORTH OF FENCE CORNER ON THE LEFT, AND A CATTLE GUARD ABOUT
 CV0790'50 FEET NORTH OF THE GATES, BOTH ARE LOCKED, TURN LEFT ACROSS
 CV0790'THE CATTLE GUARD, GO WEST ALONG NORTH SIDE OF EAST-WEST FENCE
 CV0790'LINE FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT WHERE THE
 CV0790'EAST-WEST FENCE ENDS AND ANOTHER FENCE LEADS TO THE SOUTH.
 CV0790'THE STATION IS 0.45 MILE WEST OF THIS POINT AND JUST TO
 CV0790'THE NORTH OF THE PROJECTED EAST-WEST FENCE LINE - BEAR
 CV0790'SLIGHTLY TO THE LEFT AROUND THE FENCE CORNER THEN FOLLOW A
 CV0790'DIM TRACK ROAD WESTERLY TO THE STATION AS DESCRIBED.  THE
 CV0790'BRUSH IS QUITE DENSE, A 12-FOOT TARGET WAS USED ON THE
 CV0790'AZIMUTH MARK.
 CV0790'
 CV0790'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 CV0790'MILES NNW OF MIDLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1399 ***********************************************************************
 AH1399  DESIGNATION -  DUNN 1939
 AH1399  PID         -  AH1399
 AH1399  STATE/COUNTY-  TX/KENEDY
 AH1399  USGS QUAD   -  POTRERO CORTADO (1975)
 AH1399
 AH1399                         *CURRENT SURVEY CONTROL
 AH1399  ___________________________________________________________________
 AH1399* NAD 83(1993)-  27 02 52.55944(N)    097 23 05.42282(W)     ADJUSTED  
 AH1399* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1399  ___________________________________________________________________
 AH1399  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AH1399  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AH1399
 AH1399  HORZ ORDER  -  SECOND
 AH1399
 AH1399.The horizontal coordinates were established by classical geodetic methods
 AH1399.and adjusted by the National Geodetic Survey in February 1996..
 AH1399
 AH1399.The orthometric height was scaled from a topographic map.
 AH1399
 AH1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1399
 AH1399.The geoid height was determined by GEOID03.
 AH1399
 AH1399;                    North         East     Units Scale Factor Converg.
 AH1399;SPC TX S     - 5,153,521.310   410,625.105   MT  0.99989513   +0 30 22.6
 AH1399;SPC TX S     -16,907,844.50  1,347,192.53   sFT  0.99989513   +0 30 22.6
 AH1399;UTM  14      - 2,992,771.231   660,192.967   MT  0.99991680   +0 44 04.7
 AH1399
 AH1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1399!SPC TX S     -   1.00000366  x   0.99989513  =   0.99989879
 AH1399!UTM  14      -   1.00000366  x   0.99991680  =   0.99992046
 AH1399
 AH1399:                Primary Azimuth Mark                     Grid Az
 AH1399:SPC TX S     -  PEERLESS 1939                            182 38 16.6
 AH1399:UTM  14      -  PEERLESS 1939                            182 24 34.5
 AH1399
 AH1399|---------------------------------------------------------------------|
 AH1399| PID    Reference Object                     Distance      Geod. Az  |
 AH1399|                                                           dddmmss.s |
 AH1399| AB1472 PEERLESS 1939                       APPROX. 7.1 KM 1830839.2 |
 AH1399|---------------------------------------------------------------------|
 AH1399
 AH1399                          SUPERSEDED SURVEY CONTROL
 AH1399
 AH1399  NAD 83(1986)-  27 02 52.57845(N)    097 23 05.39766(W) AD(       ) 2
 AH1399  NAD 27      -  27 02 51.39300(N)    097 23 04.45600(W) AD(       ) 2
 AH1399
 AH1399.Superseded values are not recommended for survey control.
 AH1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1399.See file dsdata.txt to determine how the superseded data were derived.
 AH1399
 AH1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6019392771(NAD 83)
 AH1399_MARKER: P = PIPE CAP
 AH1399_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH1399_SP_SET: PREFABRICATED CONCRETE POST
 AH1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1399
 AH1399  HISTORY     - Date     Condition        Report By
 AH1399  HISTORY     - 1939     MONUMENTED       CGS
 AH1399  HISTORY     - 1949     GOOD             CGS
 AH1399  HISTORY     - 1949     GOOD             HUMBLE
 AH1399  HISTORY     - 1958     GOOD             SHELL
 AH1399  HISTORY     - 1968     GOOD             CGS
 AH1399  HISTORY     - 1969     GOOD             CGS
 AH1399  HISTORY     - 1979     GOOD             NGS
 AH1399
 AH1399                          STATION DESCRIPTION
 AH1399
 AH1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1399'STATION DUNN IS LOCATED ABOUT 47.5 MILES S OF CORPUS CHRISTI
 AH1399'PASS AND ABOUT 0.3 MILE W OF BEACH AT WHAT WAS KNOWN AS DUNNS
 AH1399'RANCH HOUSE IN 1913.  IT IS ABOUT 100 FEET SE OF THE LARGEST
 AH1399'RANCH BUILDING.
 AH1399'
 AH1399'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AH1399'TOP OF A 3-INCH GALVANIZED-IRON PIPE 6 FEET LONG, EMBEDDED
 AH1399'IN CONCRETE AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AH1399'
 AH1399'HYDROGRAPHIC STATION CONE IS 0.5 MILE DISTANT N 40 DEG 56 MIN E.
 AH1399'HYDROGRAPHIC STATION SQUAT IS
 AH1399'0.8 MILE DISTANT S 20 DEG 13 MIN E.
 AH1399'
 AH1399'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AH1399
 AH1399                          STATION RECOVERY (1949)
 AH1399
 AH1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1399'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 AH1399'
 AH1399'LOCATED NEAR CENTER OF PADRE ISLAND, ABOUT 38.5 MILES SSE
 AH1399'OF CORPUS CHRISTI-PADRE ISLAND CAUSEWAY.
 AH1399'
 AH1399'TO REACH FROM E END OF CAUSEWAY, GO SE TO GULF MEAN HIGH-WATER
 AH1399'LINE, THEN SSE ALONG BEACH 27.0 MILES TO YARBOROUGH PASS
 AH1399'(A CUT FROM GULF TO LAGUNA), CONTINUE 10.8 MILES TO TRAIL
 AH1399'W, TURN W (RIGHT) AND FOLLOW TRAIL 0.3 MILE TO RANCH HOUSE
 AH1399'AND STATION.  THE STATION IS 85 FEET SE OF SE CORNER OF FRAME
 AH1399'HOUSE, 47.5 FEET E OF SE CORNER OF FENCE, ABOUT 1,900 FEET
 AH1399'W OF GULF MEAN HIGH-WATER LINE, 1,650 FEET E OF W GRASS LINE,
 AH1399'29.0 FEET N OF CENTER LINE OF ROAD FROM BEACH, AND 3.0 FEET
 AH1399'W OF 4- BY 4-INCH WOODEN WITNESS POST.
 AH1399'
 AH1399'STATION MARK IS A BRONZE DISK, STAMPED DUNN 1939, SCREWED
 AH1399'TO THE TOP OF A 3-INCH GALVANIZED-IRON PIPE EMBEDDED IN
 AH1399'CONCRETE AND PROJECTING 12 INCHES ABOVE THE GROUND.
 AH1399
 AH1399                          STATION RECOVERY (1949)
 AH1399
 AH1399'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1949
 AH1399'STATION IS IN GOOD CONDITION AS DESCRIBED.
 AH1399
 AH1399                          STATION RECOVERY (1958)
 AH1399
 AH1399'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AH1399'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH1399
 AH1399                          STATION RECOVERY (1968)
 AH1399
 AH1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1399'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY
 AH1399'G.E.M., JR., IN 1949 IS ADEQUATE WITH THE FOLLOWING ADDITIONS--THE
 AH1399'TRAIL LEADING TO THE STATION BEGINS 4.7 MILES NORTH OF A
 AH1399'BEACH CABIN.  THE STATION NOW PROJECTS 18 INCHES.  STATION
 AH1399'IS 30 FEET EAST OF A TRAIL GOING AROUND THE SOUTHEAST CORNER
 AH1399'OF A CORRAL.  THE HOUSES MENTIONED ARE NOW IN RUINS.
 AH1399
 AH1399                          STATION RECOVERY (1969)
 AH1399
 AH1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1399'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  THE
 AH1399'1949 RECOVERY NOTE DESCRIPTION BY G.E.M. JR. STILL APPLIES
 AH1399'TO THE LOCATION OF STATION.  ADDITIONAL NOTES AND ROUTE
 AH1399'PROCEEDING TO STATION ARE AS FOLLOWS--THE FRAME HOUSE IS
 AH1399'NO LONGER STANDING BUT THE FENCES ARE STILL IN PLACE.  A
 AH1399'METAL WITNESS POST WITH SIGN WAS SET 1 FOOT SOUTH OF THE
 AH1399'MARK.
 AH1399'
 AH1399'TO REACH STATION FROM THE ENTRANCE TO PADRE ISLAND CAUSEWAY,
 AH1399'(JUST SOUTH OF CORPUS CHRISTI NAVAL AIR STATION) GO EASTERLY
 AH1399'ACROSS CAUSEWAY FOR 4.9 MILES TO A JUNCTION OF PARK ROADS 22
 AH1399'AND 53.  KEEP STRAIGHT AHEAD ON PARK ROAD 53 FOR 15.65 MILES
 AH1399'TO END OF PAVEMENT AT THE GULF BEACH.  TURN RIGHT, SOUTHERLY,
 AH1399'GO ALONG BEACH FOR 7.0 MILES TO A SIGN 4-WHEEL DRIVE VEHICLES
 AH1399'ONLY BEYOND THIS POINT.  CONTINUE SOUTHERLY ALONG BEACH
 AH1399'FOR 8.9 MILES TO YARBOROUGH PASS (NOW FILLED BY SAND).
 AH1399'CONTINUE ALONG BEACH FOR 3.95 MILES TO A BROAD PASS AND A TRACK
 AH1399'ROAD LEADING WEST.  TURN RIGHT, GO WEST ON TRACK ROAD
 AH1399'THROUGH THE DUNES, THENCE SOUTHWEST AND SOUTH ALONG THE
 AH1399'TRACK ROAD FOR 0.8 MILE TO A REVERSE Y-INTERSECTION.
 AH1399'KEEP STRAIGHT AHEAD, SOUTHERLY, ALONG TRACK ROAD FOR
 AH1399'7.75 MILES TO CORRALS ON THE LEFT.  LEAVE ROAD AND GO EAST
 AH1399'ALONG SOUTH SIDE OF CORRALS FOR 0.3 MILE TO THE SOUTH
 AH1399'EAST CORNER OF CORRALS AND STATION ON THE RIGHT.
 AH1399'
 AH1399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 40
 AH1399'MILES SOUTH OF CORPUS CHRISTI.
 AH1399
 AH1399                          STATION RECOVERY (1979)
 AH1399
 AH1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1399'STATION WAS NOT OCCUPIED.
 AH1399'
 AH1399'NO REFERENCE MARKS TO THIS STATION.
 AH1399'
 AH1399'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, THE MARK IS
 AH1399'PROJECTING ABOUT 14 INCHES ABOVE THE SURFACE OF THE GROUND.  AND IS
 AH1399'STAMPED DUNN 1939, THE MARK IS ON A 3 INCH PIPE, 1 FOOT NORTH OF
 AH1399'WITNESS POST.
 AH1399'
 AH1399'STATION WAS REACHED BY A 4 WHEEL DRIVE VEHICLE, FROM THE END OF
 AH1399'PARK ROAD 22 BY DRIVING SOUTH ALONG BEACH FOR 16 MILES TO
 AH1399'YARBOROUGH PASS, CONTINUE SOUTH FOR 10.5 MILE, FROM HERE PACK
 AH1399'WESTERLY ABOUT 0.4 MILE TO STATION.  THERE ARE SHIFTING SAND DUNES
 AH1399'IN THE AREA.
 AH1399'
 AH1399'NOTE.  A HELICOPTER CAN LAND NEAR THE STATION.
 AH1399'
 AH1399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 48 MILES S
 AH1399'OF CORPUS CHRISTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0805 ***********************************************************************
 CT0805  DESIGNATION -  DUNN AZ MK
 CT0805  PID         -  CT0805
 CT0805  STATE/COUNTY-  TX/COLEMAN
 CT0805  USGS QUAD   -  GOLDSBORO (1967)
 CT0805
 CT0805                         *CURRENT SURVEY CONTROL
 CT0805  ___________________________________________________________________
 CT0805* NAD 83(1986)-  32 00 37.     (N)    099 37 33.     (W)     SCALED    
 CT0805* NAVD 88     -       598.275  (meters)    1962.84   (feet)  ADJUSTED  
 CT0805  ___________________________________________________________________
 CT0805  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CT0805  DYNAMIC HT  -         597.490 (meters)    1960.27  (feet)  COMP
 CT0805  MODELED GRAV-     979,308.1   (mgal)                       NAVD 88
 CT0805
 CT0805  VERT ORDER  -  FIRST     CLASS II
 CT0805
 CT0805.The horizontal coordinates were scaled from a topographic map and have
 CT0805.an estimated accuracy of +/- 6 seconds.
 CT0805
 CT0805.The orthometric height was determined by differential leveling
 CT0805.and adjusted by the National Geodetic Survey in June 1991..
 CT0805
 CT0805.The geoid height was determined by GEOID03.
 CT0805
 CT0805.The dynamic height is computed by dividing the NAVD 88
 CT0805.geopotential number by the normal gravity value computed on the
 CT0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0805.degrees latitude (g = 980.6199 gals.).
 CT0805
 CT0805.The modeled gravity was interpolated from observed gravity values.
 CT0805
 CT0805;                    North         East    Units  Estimated Accuracy
 CT0805;SPC TX C     - 3,260,030.      766,850.      MT  (+/- 180 meters Scaled)
 CT0805
 CT0805                          SUPERSEDED SURVEY CONTROL
 CT0805
 CT0805.No superseded survey control is available for this station.
 CT0805
 CT0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA408417(NAD 83)
 CT0805_MARKER: DZ = AZIMUTH MARK DISK
 CT0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0805_SP_SET: CONCRETE POST
 CT0805_STAMPING: DUNN 1961
 CT0805_MARK LOGO: CGS   
 CT0805_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0805+STABILITY: SURFACE MOTION
 CT0805
 CT0805  HISTORY     - Date     Condition        Report By
 CT0805  HISTORY     - 1961     MONUMENTED       CGS
 CT0805  HISTORY     - 1982     GOOD             NGS
 CT0805
 CT0805                          STATION DESCRIPTION
 CT0805
 CT0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0805'18.2 KM (11.3 MI) SE FROM LAWN.
 CT0805'18.0 KM (11.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0805'JUNCTION WITH FARM ROAD 604 IN LAWN, THENCE 0.2 KM (0.1 MI) SOUTHERLY
 CT0805'ALONG A GRAVELED ROAD, 40.5 METERS (132.9 FT) EAST OF THE CENTER OF
 CT0805'THE ROAD AND 2.1 METERS (6.9 FT) NORTHWEST OF A UTILITY POLE.
 CT0805'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 CT0805'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1809 ***********************************************************************
 AH1809  DESIGNATION -  DUNN ET SEC
 AH1809  PID         -  AH1809
 AH1809  STATE/COUNTY-  TX/ATASCOSA
 AH1809  USGS QUAD   -  FASHING (1961)
 AH1809
 AH1809                         *CURRENT SURVEY CONTROL
 AH1809  ___________________________________________________________________
 AH1809* NAD 83(1993)-  28 48 17.88448(N)    098 08 39.59199(W)     ADJUSTED  
 AH1809* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 AH1809  ___________________________________________________________________
 AH1809  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AH1809  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AH1809
 AH1809  HORZ ORDER  -  THIRD
 AH1809
 AH1809.The horizontal coordinates were established by classical geodetic methods
 AH1809.and adjusted by the National Geodetic Survey in July 1998..
 AH1809
 AH1809.The orthometric height was scaled from a topographic map.
 AH1809
 AH1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1809
 AH1809.The geoid height was determined by GEOID03.
 AH1809
 AH1809;                    North         East     Units Scale Factor Converg.
 AH1809;SPC TXSC     - 4,107,989.913   683,522.847   MT  0.99990571   +0 25 09.1
 AH1809;SPC TXSC     -13,477,630.24  2,242,524.54   sFT  0.99990571   +0 25 09.1
 AH1809;UTM  14      - 3,186,678.482   583,499.731   MT  0.99968604   +0 24 44.3
 AH1809
 AH1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1809!SPC TXSC     -   0.99998131  x   0.99990571  =   0.99988702
 AH1809!UTM  14      -   0.99998131  x   0.99968604  =   0.99966735
 AH1809
 AH1809                          SUPERSEDED SURVEY CONTROL
 AH1809
 AH1809.No superseded survey control is available for this station.
 AH1809
 AH1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8350086678(NAD 83)
 AH1809_MARKER: DS = TRIANGULATION STATION DISK
 AH1809
 AH1809  HISTORY     - Date     Condition        Report By
 AH1809  HISTORY     - 1961     MONUMENTED       USGS
 AH1809
 AH1809                          STATION DESCRIPTION
 AH1809
 AH1809'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH1809'STATION IS LOCATED ABOUT 1 MI. N. OF FASHING, TEXAS, ON THE S. SIDE OF
 AH1809'A PAVED FARM RD.  STATION IS 38 FT. SE. OF THE CENTERLINE OF THE RD.,
 AH1809'AND 2 FT. NW. OF THE RIGHT-OF-WAY FENCE.
 AH1809'TO REACH FROM THE POST OFFICE (RYANS GROCERY STORE) IN FASHING,
 AH1809'PROCEED E. ON STATE FARM ROAD 99 FOR 0.3 MI. TO A T-RD. NW.  TURN LEFT
 AH1809'AND PROCEED ON GRADED RD. FOR 1.3 MI. TO A T-JUNCTION WITH A PAVED
 AH1809'FARM RD.  TURN LEFT AND PROCEED 0.1 MI. TO THE STATION ON LEFT.
 AH1809'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING 0.3
 AH1809'FT. AND STAMPED---DUNN ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0807 ***********************************************************************
 CT0807  DESIGNATION -  DUNN RM 1
 CT0807  PID         -  CT0807
 CT0807  STATE/COUNTY-  TX/COLEMAN
 CT0807  USGS QUAD   -  GOLDSBORO (1967)
 CT0807
 CT0807                         *CURRENT SURVEY CONTROL
 CT0807  ___________________________________________________________________
 CT0807* NAD 83(1986)-  32 00 28.     (N)    099 37 54.     (W)     SCALED    
 CT0807* NAVD 88     -       602.053  (meters)    1975.24   (feet)  ADJUSTED  
 CT0807  ___________________________________________________________________
 CT0807  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CT0807  DYNAMIC HT  -         601.263 (meters)    1972.64  (feet)  COMP
 CT0807  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 CT0807
 CT0807  VERT ORDER  -  FIRST     CLASS II
 CT0807
 CT0807.The horizontal coordinates were scaled from a topographic map and have
 CT0807.an estimated accuracy of +/- 6 seconds.
 CT0807
 CT0807.The orthometric height was determined by differential leveling
 CT0807.and adjusted by the National Geodetic Survey in June 1991..
 CT0807
 CT0807.The geoid height was determined by GEOID03.
 CT0807
 CT0807.The dynamic height is computed by dividing the NAVD 88
 CT0807.geopotential number by the normal gravity value computed on the
 CT0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0807.degrees latitude (g = 980.6199 gals.).
 CT0807
 CT0807.The modeled gravity was interpolated from observed gravity values.
 CT0807
 CT0807;                    North         East    Units  Estimated Accuracy
 CT0807;SPC TX C     - 3,259,750.      766,300.      MT  (+/- 180 meters Scaled)
 CT0807
 CT0807                          SUPERSEDED SURVEY CONTROL
 CT0807
 CT0807.No superseded survey control is available for this station.
 CT0807
 CT0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA403414(NAD 83)
 CT0807_MARKER: DR = REFERENCE MARK DISK
 CT0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0807_SP_SET: CONCRETE POST
 CT0807_STAMPING: DUNN NO 1 1961
 CT0807_MARK LOGO: CGS   
 CT0807_PROJECTION: PROJECTING 15 CENTIMETERS
 CT0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0807+STABILITY: SURFACE MOTION
 CT0807
 CT0807  HISTORY     - Date     Condition        Report By
 CT0807  HISTORY     - 1961     MONUMENTED       CGS
 CT0807  HISTORY     - 1982     GOOD             NGS
 CT0807
 CT0807                          STATION DESCRIPTION
 CT0807
 CT0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0807'18.9 KM (11.75 MI) SE FROM LAWN.
 CT0807'18.0 KM (11.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0807'JUNCTION WITH FARM ROAD 604 IN LAWN, THENCE 0.4 KM (0.25 MI) SOUTHERLY
 CT0807'ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.3 MI) EASTERLY ALONG A
 CT0807'GRAVELED ROAD, 35.7 METERS (117.1 FT) SOUTH OF THE CENTER OF THE ROAD,
 CT0807'27.5 METERS (90.2 FT) EAST OF DUNN RM 2, 23.2 METERS (76.1 FT) WEST OF
 CT0807'A UTILITY POLE WITH THREE TRANSFORMERS, 18.0 METERS (59.1 FT)
 CT0807'SOUTHEAST OF THE STATION MARK AND 0.3 METER (1.0 FT) NORTH OF A FENCE.
 CT0807'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0808 ***********************************************************************
 CT0808  DESIGNATION -  DUNN RM 2
 CT0808  PID         -  CT0808
 CT0808  STATE/COUNTY-  TX/COLEMAN
 CT0808  USGS QUAD   -  GOLDSBORO (1967)
 CT0808
 CT0808                         *CURRENT SURVEY CONTROL
 CT0808  ___________________________________________________________________
 CT0808* NAD 83(1986)-  32 00 28.     (N)    099 37 55.     (W)     SCALED    
 CT0808* NAVD 88     -       601.942  (meters)    1974.87   (feet)  ADJUSTED  
 CT0808  ___________________________________________________________________
 CT0808  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CT0808  DYNAMIC HT  -         601.151 (meters)    1972.28  (feet)  COMP
 CT0808  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 CT0808
 CT0808  VERT ORDER  -  FIRST     CLASS II
 CT0808
 CT0808.The horizontal coordinates were scaled from a topographic map and have
 CT0808.an estimated accuracy of +/- 6 seconds.
 CT0808
 CT0808.The orthometric height was determined by differential leveling
 CT0808.and adjusted by the National Geodetic Survey in June 1991..
 CT0808
 CT0808.The geoid height was determined by GEOID03.
 CT0808
 CT0808.The dynamic height is computed by dividing the NAVD 88
 CT0808.geopotential number by the normal gravity value computed on the
 CT0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0808.degrees latitude (g = 980.6199 gals.).
 CT0808
 CT0808.The modeled gravity was interpolated from observed gravity values.
 CT0808
 CT0808;                    North         East    Units  Estimated Accuracy
 CT0808;SPC TX C     - 3,259,750.      766,270.      MT  (+/- 180 meters Scaled)
 CT0808
 CT0808                          SUPERSEDED SURVEY CONTROL
 CT0808
 CT0808.No superseded survey control is available for this station.
 CT0808
 CT0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA403414(NAD 83)
 CT0808_MARKER: DR = REFERENCE MARK DISK
 CT0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0808_SP_SET: CONCRETE POST
 CT0808_STAMPING: DUNN NO 2 1961
 CT0808_MARK LOGO: CGS   
 CT0808_PROJECTION: PROJECTING 15 CENTIMETERS
 CT0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0808+STABILITY: SURFACE MOTION
 CT0808
 CT0808  HISTORY     - Date     Condition        Report By
 CT0808  HISTORY     - 1961     MONUMENTED       CGS
 CT0808  HISTORY     - 1982     GOOD             NGS
 CT0808
 CT0808                          STATION DESCRIPTION
 CT0808
 CT0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0808'18.9 KM (11.75 MI) SE FROM LAWN.
 CT0808'18.0 KM (11.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0808'JUNCTION WITH FARM ROAD 604 IN LAWN, THENCE 0.4 KM (0.25 MI) SOUTHERLY
 CT0808'ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.3 MI) EASTERLY ALONG A
 CT0808'GRAVELED ROAD, 50.6 METERS (166.0 FT) WEST OF A UTILITY POLE WITH
 CT0808'THREE TRANSFORMERS, 36.3 METERS (119.1 FT) SOUTH OF THE CENTER OF THE
 CT0808'ROAD, 27.5 METERS (90.2 FT) WEST OF DUNN RM 2, 17.8 METERS (58.4 FT)
 CT0808'SOUTHWEST OF THE STATION MARK AND 0.3 METER (1.0 FT) NORTH OF A FENCE.
 CT0808'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 CT0808'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2198 ***********************************************************************
 BL2198  DESIGNATION -  DUNNAM
 BL2198  PID         -  BL2198
 BL2198  STATE/COUNTY-  TX/HARRIS
 BL2198  USGS QUAD   -  MOONSHINE HILL (1980)
 BL2198
 BL2198                         *CURRENT SURVEY CONTROL
 BL2198  ___________________________________________________________________
 BL2198* NAD 83(1993)-  30 04 15.89772(N)    095 10 10.43010(W)     ADJUSTED  
 BL2198* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 BL2198  ___________________________________________________________________
 BL2198  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BL2198  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL2198
 BL2198  HORZ ORDER  -  FIRST
 BL2198
 BL2198.The horizontal coordinates were established by classical geodetic methods
 BL2198.and adjusted by the National Geodetic Survey in February 1996..
 BL2198
 BL2198.The orthometric height was scaled from a topographic map.
 BL2198
 BL2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2198
 BL2198.The geoid height was determined by GEOID03.
 BL2198
 BL2198;                    North         East     Units Scale Factor Converg.
 BL2198;SPC TXSC     - 4,254,055.486   969,234.730   MT  0.99994558   +1 52 35.7
 BL2198;SPC TXSC     -13,956,847.04  3,179,897.61   sFT  0.99994558   +1 52 35.7
 BL2198;SPC TX C     - 3,056,386.781 1,197,704.870   MT  1.00001248   +2 39 34.7
 BL2198;SPC TX C     -10,027,495.63  3,929,470.06   sFT  1.00001248   +2 39 34.7
 BL2198;UTM  15      - 3,328,646.471   290,874.805   MT  1.00013959   -1 05 15.0
 BL2198
 BL2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2198!SPC TXSC     -   1.00000322  x   0.99994558  =   0.99994880
 BL2198!SPC TX C     -   1.00000322  x   1.00001248  =   1.00001570
 BL2198!UTM  15      -   1.00000322  x   1.00013959  =   1.00014281
 BL2198
 BL2198|---------------------------------------------------------------------|
 BL2198| PID    Reference Object                     Distance      Geod. Az  |
 BL2198|                                                           dddmmss.s |
 BL2198| CV7544 DUNNAM RM 1                          26.574 METERS 05554     |
 BL2198| BL2196 PORTER TRUCKLINE GAS CO MAST        APPROX. 6.7 KM 2930431.4 |
 BL2198| CV7545 DUNNAM RM 2                          27.553 METERS 29339     |
 BL2198| CV7546 DUNNAM RM 3                                        31230     |
 BL2198| CV7971 5871 0801                                          31304     |
 BL2198|---------------------------------------------------------------------|
 BL2198
 BL2198                          SUPERSEDED SURVEY CONTROL
 BL2198
 BL2198  NAD 83(1986)-  30 04 15.91294(N)    095 10 10.41240(W) AD(       ) 1
 BL2198  NAD 27      -  30 04 15.13048(N)    095 10 09.66312(W) AD(       ) 1
 BL2198
 BL2198.Superseded values are not recommended for survey control.
 BL2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2198.See file dsdata.txt to determine how the superseded data were derived.
 BL2198
 BL2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9087528646(NAD 83)
 BL2198_MARKER: DS = TRIANGULATION STATION DISK
 BL2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2198_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2198
 BL2198  HISTORY     - Date     Condition        Report By
 BL2198  HISTORY     - 1968     MONUMENTED       CGS
 BL2198  HISTORY     - 1968     GOOD             CGS
 BL2198  HISTORY     - 1972     GOOD             HLPCO
 BL2198
 BL2198                          STATION DESCRIPTION
 BL2198
 BL2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL2198'NO MEASUREMENT BETWEEN R.M.S DUE TO LARGE MOUNDS OF DIRT ON LINE.
 BL2198'
 BL2198'THE STATION IS LOCATED ABOUT 7-1/4 MILES NORTHEAST OF HUMBLE,
 BL2198'4-1/2 MILES SOUTHEAST OF PORTER, 2 MILES SOUTHEAST OF THE
 BL2198'HARRIS-MONTGOMERY COUNTY LINE, 1 MILE SOUTHWEST OF CANEY CREEK AND
 BL2198'ON PROPERTY OF THE FOSTER LUMBER COMPANY OF FOSTORIA, TEXAS.
 BL2198'
 BL2198'TO REACH THE STATION FROM THE POST OFFICE IN THE SOUTH EDGE OF
 BL2198'PORTER, GO EAST ON A PAVED ROAD FOR 0.05 MILE TO A CROSSROAD.  (U.S.
 BL2198'HIGHWAY 59) CONTINUE EAST AND SOUTH ON FORD ROAD (PAVED) FOR 2.85
 BL2198'MILES TO A T-ROAD.  TURN LEFT AND GO IN A SOUTHEASTERLY DIRECTION
 BL2198'ON HAMBLEN ROAD FOR 1.8 MILES TO 5871 0801 (HCS) ON THE LEFT.
 BL2198'CONTINUE SOUTHEAST ON HAMBLEN ROAD FOR 0.2 MILE TO A CROSSROAD AND
 BL2198'DUNNAM ROAD TO THE LEFT.  CONTINUE SOUTHEAST ON A DIRT ROAD FOR
 BL2198'ABOUT 100 FEET TO A LOCKED GATE.  THE STATION IS 92 FEET
 BL2198'SOUTHEAST OF THE SOUTH GATE POST OF THE LOCKED GATE.
 BL2198'
 BL2198'THE STATION MARK IS A STANDARD DISK STAMPED DUNNAM 1968, SET IN
 BL2198'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 BL2198'4 INCHES ABOVE THE GROUND.  IT IS 33 FEET SOUTH-SOUTHWEST OF THE
 BL2198'CENTER OF THE DIRT ROAD AND 23 FEET SOUTHEAST OF A 14-INCH OAK
 BL2198'TREE WITH A TRIANGULAR BLAZE.
 BL2198'
 BL2198'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DUNNAM NO 1 1968, SET IN
 BL2198'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 BL2198'INCHES ABOVE THE GROUND.  IT IS 123 FEET EAST OF THE NORTH GATE
 BL2198'POST OF THE LOCKED GATE AND 50 FEET NORTHEAST OF THE CENTER OF THE
 BL2198'DIRT ROAD.
 BL2198'
 BL2198'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUNNAM NO 2 1968, SET IN
 BL2198'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1
 BL2198'INCH ABOVE THE GROUND.  IT IS 45.6 FEET SOUTH-SOUTHWEST OF THE
 BL2198'SOUTH GATE POST OF THE LOCKED GATE, 20.5 FEET EAST OF THE NORTHEAST
 BL2198'CORNER OF A SMALL WOODEN FRAME HOUSE (NO. 53), AND 0.8 OF A FOOT
 BL2198'EAST-SOUTHEAST OF A WIRE FENCE.
 BL2198'
 BL2198'5871 0801 (HCS) IS A HOUSTON CITY SURVEY MARK.  IT IS A 1-1/2 INCH
 BL2198'COPPERWELD CEMENTED IN THE TOP OF AN 8 INCH CYLINDRICAL CONCRETE
 BL2198'MONUMENT WHICH IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS STAMPED
 BL2198'5871 0801.  IT IS 145 FEET SOUTHEAST OF POWER LINE POLE NO. 4707
 BL2198'WHICH HAS A TRANSFORMER, 55 FEET NORTHWEST OF A POWER LINE POLE
 BL2198'AND 41 FEET NORTH-NORTHEAST OF THE CENTER OF HAMBLEN ROAD.
 BL2198'
 BL2198'NOTE--NO DIRECTION WAS DETERMINED ON 5871 0801.
 BL2198'
 BL2198'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 BL2198
 BL2198                          STATION RECOVERY (1968)
 BL2198
 BL2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BL2198'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE HOUSTON CITY
 BL2198'SURVEY MARK 5871 0801 1968 (AZIMUTH MARK) WERE RECOVERED IN GOOD
 BL2198'CONDITION.  DESCRIPTION AND TO REACH STATION ARE ADEQUATE FOR
 BL2198'RECOVERY.
 BL2198'
 BL2198'THE STATION WAS OCCUPIED FOR AZIMUTH OBSERVATIONS, TO DETERMINE THE
 BL2198'AZIMUTH OF THE HOUSTON CITY SURVEY MARKER.
 BL2198'
 BL2198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES SOUTHEAST
 BL2198'OF PORTER.
 BL2198
 BL2198                          STATION RECOVERY (1972)
 BL2198
 BL2198'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1972 (KAR)
 BL2198'DUNNAM 1968 RECOVERED GOOD.
 BL2198'
 BL2198'DUNNAM NO. 1 1968 RECOVERED GOOD.
 BL2198'
 BL2198'DUNNAM NO. 2 1968 RECOVERED GOOD.
 BL2198'
 BL2198'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE HOUSTON
 BL2198'CITY SURVEY MARK 5871 0801 1968 (AZIMUTH MARK) WERE RECOVERED IN
 BL2198'GOOD CONDITION.  DESCRIPTION AND TO REACH STATION ARE ADEQUATE FOR
 BL2198'RECOVERY.
 BL2198'
 BL2198'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES SOUTHEAST OF
 BL2198'PORTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6355 ***********************************************************************
 AW6355  DESIGNATION -  DUPONT
 AW6355  PID         -  AW6355
 AW6355  STATE/COUNTY-  TX/HARRIS
 AW6355  USGS QUAD   -  LA PORTE (1982)
 AW6355
 AW6355                         *CURRENT SURVEY CONTROL
 AW6355  ___________________________________________________________________
 AW6355* NAD 83(1993)-  29 42 14.87178(N)    095 02 06.52743(W)     ADJUSTED  
 AW6355* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AW6355  ___________________________________________________________________
 AW6355  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW6355  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6355
 AW6355  HORZ ORDER  -  THIRD
 AW6355
 AW6355.The horizontal coordinates were established by classical geodetic methods
 AW6355.and adjusted by the National Geodetic Survey in February 1996..
 AW6355
 AW6355.The orthometric height was scaled from a topographic map.
 AW6355
 AW6355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6355
 AW6355.The geoid height was determined by GEOID03.
 AW6355
 AW6355;                    North         East     Units Scale Factor Converg.
 AW6355;SPC TXSC     - 4,213,837.493   983,565.642   MT  0.99988393   +1 56 32.8
 AW6355;SPC TXSC     -13,824,898.51  3,226,914.94   sFT  0.99988393   +1 56 32.8
 AW6355;UTM  15      - 3,287,734.562   303,113.968   MT  1.00007831   -1 00 31.6
 AW6355
 AW6355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6355!SPC TXSC     -   1.00000301  x   0.99988393  =   0.99988694
 AW6355!UTM  15      -   1.00000301  x   1.00007831  =   1.00008132
 AW6355
 AW6355|---------------------------------------------------------------------|
 AW6355| PID    Reference Object                     Distance      Geod. Az  |
 AW6355|                                                           dddmmss.s |
 AW6355| CV7111 DUPONT RM 1                          32.534 METERS 05118     |
 AW6355| AW6322 HOUSTON SHIP CHAN RANGE H FLT       APPROX. 1.4 KM 0830750.0 |
 AW6355| AW6354 LA PORTE DUPONT CHEMICAL TANK       481.735 METERS 1883126.1 |
 AW6355| AW6388 DUPONT 2                            142.059 METERS 18831     |
 AW6355| AW6383 LA PORTE HUMBLE OIL CO MAST         APPROX. 1.3 KM 2610552.2 |
 AW6355| AW6328 DEER PARK HOUSTON PLINE MAST        APPROX. 5.9 KM 2813821.2 |
 AW6355| CV7112 DUPONT RM 2                          18.526 METERS 31517     |
 AW6355| AW6372 PEGGY LAKE HOUSTON LT PWR TANK      APPROX. 3.3 KM 3180036.8 |
 AW6355| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX. 6.7 KM 3190002.2 |
 AW6355|---------------------------------------------------------------------|
 AW6355
 AW6355                          SUPERSEDED SURVEY CONTROL
 AW6355
 AW6355  NAD 83(1986)-  29 42 14.88766(N)    095 02 06.50811(W) AD(       ) 3
 AW6355  NAD 27      -  29 42 14.06353(N)    095 02 05.76169(W) AD(       ) 3
 AW6355
 AW6355.Superseded values are not recommended for survey control.
 AW6355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6355.See file dsdata.txt to determine how the superseded data were derived.
 AW6355
 AW6355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0311487735(NAD 83)
 AW6355_MARKER: DS = TRIANGULATION STATION DISK
 AW6355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6355
 AW6355  HISTORY     - Date     Condition        Report By
 AW6355  HISTORY     - 1955     MONUMENTED       CGS
 AW6355  HISTORY     - 1967     SEE DESCRIPTION  CGS
 AW6355  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6355  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW6355
 AW6355                          STATION DESCRIPTION
 AW6355
 AW6355'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LEW)
 AW6355'LOCATED 11 MI. E OF PASADENA, AT E.I. DUPONT DE NEMOURS
 AW6355'CHEMICAL CO.
 AW6355'
 AW6355'TO REACH FROM THE POST OFFICE IN PASADENA, GO S FOR ONE BLOCK
 AW6355'TO HIGHWAY 225 (LA PORTE ROAD), TURN LEFT (E) AND FOLLOW STATE
 AW6355'HIGHWAY 225 FOR 9.9 MI. TO A ROAD LEFT AND A LARGE SIGN
 AW6355'DUPONT CHEMICAL CORP., TURN LEFT AND GO 1.2 MI. TO A SHARP
 AW6355'CURVE, TURN RIGHT AND GO 0.8 MI. TO DUPONT CHEMICAL CORP, AND
 AW6355'THE STATION.
 AW6355'
 AW6355'STATION IS IN A RECREATION AREA, DIRECTLY ACROSS THE ROAD FROM
 AW6355'THE CHEMICAL PLANT, 60 FT. NE OF A WOODEN GRANDSTAND, 50 FT.
 AW6355'SE OF A WIRE FENCE, AND 45 FT. SW OF THE CLOSEST TREE IN A
 AW6355'GROUP.  A STANDARD DISK, STAMPED DUPONT 1955 AND SET IN THE
 AW6355'TOP OF A 10-IN. SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AW6355'GROUND.
 AW6355'
 AW6355'REFERENCE MARK 1 IS NE OF THE STATION, AND NEAR THE SW CORNER
 AW6355'OF A CONCRETE SLAB AROUND AN OUTDOOR BARBECUE PIT.  A STANDARD
 AW6355'DISK, STAMPED DUPONT 1955 NO 1 AND SET IN A DRILL HOLE IN THE
 AW6355'CONCRETE SLAB.
 AW6355'
 AW6355'REFERENCE MARK 2 IS NW OF THE STATION, AND 1 FT. SE OF THE
 AW6355'WIRE FENCE.  A STANDARD DISK, STAMPED DUPONT 1955 NO 2 AND
 AW6355'SET IN THE TOP OF A 10-IN. SQUARE CONCRETE MONUMENT FLUSH
 AW6355'WITH THE GROUND.
 AW6355'
 AW6355'THE AZIMUTH MARK IS LA PORTE, DUPONT CHEMICAL CO. WATER TANK,
 AW6355'1952, FINIAL.
 AW6355'
 AW6355'HEIGHT OF LIGHT ABOVE STATION MARK - 27 M.
 AW6355
 AW6355                          STATION RECOVERY (1967)
 AW6355
 AW6355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AW6355'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 AW6355'(DUPONT CHEMICAL COMPANY WATER TANK) WERE RECOVERED IN GOOD
 AW6355'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND TO BE DESTROYED.
 AW6355'
 AW6355'IT WAS REPORTED BY PERSONNEL IN CHARGE OF CONSTRUCTION FOR THE
 AW6355'DUPONT CHEMICAL COMPANY PLANT, THE STATION MARK AND REFERENCE
 AW6355'MARK NO. 1 WILL HAVE TO BE DESTROYED IN THE FUTURE TO CLEAR
 AW6355'THE AREA FOR IMPROVEMENTS AT THE PLANT.  A NEW STATION MARK
 AW6355'DUPONT 2 1967 WAS ESTABLISHED AND ITS POSITION WAS DETERMINED BY
 AW6355'TRAVERSE.  DISTANCE BEING 142.058 METERS (466.07 FEET) SOUTH
 AW6355'FROM DUPONT TO DUPONT 2.
 AW6355'
 AW6355'THE OLD STATION MARK AND REFERENCE MARK NO. 1 WERE NOT DISTURBED
 AW6355'BY THIS PARTY, BUT THEY WILL PROBABLY BE DESTROYED WHEN
 AW6355'CONSTRUCTION WORK BEGINS.
 AW6355'
 AW6355'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 AW6355'EAST
 AW6355
 AW6355                          STATION RECOVERY (1997)
 AW6355
 AW6355'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6355'MARK NOT FOUND.
 AW6355
 AW6355                          STATION RECOVERY (1997)
 AW6355
 AW6355'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6388 ***********************************************************************
 AW6388  DESIGNATION -  DUPONT 2
 AW6388  PID         -  AW6388
 AW6388  STATE/COUNTY-  TX/HARRIS
 AW6388  USGS QUAD   -  LA PORTE (1982)
 AW6388
 AW6388                         *CURRENT SURVEY CONTROL
 AW6388  ___________________________________________________________________
 AW6388* NAD 83(1993)-  29 42 10.30909(N)    095 02 07.31072(W)     ADJUSTED  
 AW6388* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AW6388  ___________________________________________________________________
 AW6388  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW6388  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6388
 AW6388  HORZ ORDER  -  THIRD
 AW6388
 AW6388.The horizontal coordinates were established by classical geodetic methods
 AW6388.and adjusted by the National Geodetic Survey in February 1996..
 AW6388
 AW6388.The orthometric height was scaled from a topographic map.
 AW6388
 AW6388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6388
 AW6388.The geoid height was determined by GEOID03.
 AW6388
 AW6388;                    North         East     Units Scale Factor Converg.
 AW6388;SPC TXSC     - 4,213,696.387   983,549.362   MT  0.99988379   +1 56 32.4
 AW6388;SPC TXSC     -13,824,435.56  3,226,861.53   sFT  0.99988379   +1 56 32.4
 AW6388;UTM  15      - 3,287,594.453   303,090.440   MT  1.00007842   -1 00 31.9
 AW6388
 AW6388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6388!SPC TXSC     -   1.00000301  x   0.99988379  =   0.99988680
 AW6388!UTM  15      -   1.00000301  x   1.00007842  =   1.00008143
 AW6388
 AW6388|---------------------------------------------------------------------|
 AW6388| PID    Reference Object                     Distance      Geod. Az  |
 AW6388|                                                           dddmmss.s |
 AW6388| AW6355 DUPONT                              142.059 METERS 00831     |
 AW6388| CV5923 DUPONT 4717/3050=RM 3                              08851     |
 AW6388| AW6354 LA PORTE DUPONT CHEMICAL TANK       339.676 METERS 18831     |
 AW6388| CV5921 DUPONT 4400/3580=RM 4                              21940     |
 AW6388| CV5922 DUPONT 4417/3315=RM 5                              26824     |
 AW6388| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX. 6.8 KM 3195435.1 |
 AW6388|---------------------------------------------------------------------|
 AW6388
 AW6388                          SUPERSEDED SURVEY CONTROL
 AW6388
 AW6388  NAD 83(1986)-  29 42 10.32499(N)    095 02 07.29138(W) AD(       ) 3
 AW6388  NAD 27      -  29 42 09.50069(N)    095 02 06.54494(W) AD(       ) 3
 AW6388
 AW6388.Superseded values are not recommended for survey control.
 AW6388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6388.See file dsdata.txt to determine how the superseded data were derived.
 AW6388
 AW6388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0309087594(NAD 83)
 AW6388_MARKER: DS = TRIANGULATION STATION DISK
 AW6388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6388
 AW6388  HISTORY     - Date     Condition        Report By
 AW6388  HISTORY     - 1967     MONUMENTED       CGS
 AW6388
 AW6388                          STATION DESCRIPTION
 AW6388
 AW6388'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AW6388'THE STATION IS ABOUT 11 MILES EAST OF PASADENA, ABOUT 1000 YARDS
 AW6388'SOUTH OF THE HOUSTON SHIP CHANNEL AND ON LAND OWNED BY THE E.I.
 AW6388'DUPONT DE NEMOURS CHEMICAL COMPANY.  THE STATION IS ABOUT 100 YARDS
 AW6388'EAST OF THE MAIN ENTRANCE TO THE PLANT.
 AW6388'
 AW6388'TO REACH THE STATION FROM THE POST OFFICE IN PASADENA, GO SOUTH ONE
 AW6388'BLOCK, THENCE EAST ON STATE HIGHWAY 225 (PASADENA FREEWAY) FOR 11.6
 AW6388'MILES TO THE JUNCTION OF STATE HIGHWAY 146 AND STRANG ROAD.  TURN
 AW6388'LEFT, NORTH, ON STRANG ROAD, GO 0.65 MILE TO A GATE AT THE
 AW6388'CONSTRUCTION ENTRANCE OF THE DUPONT CHEMICAL COMPANY PLANT,
 AW6388'(OBTAIN PASS).  CONTINUE THROUGH GATE, GO NORTH AND WEST ON ROAD
 AW6388'THROUGH PLANT AREA FOR 0.2 MILE TO STATION ON THE RIGHT.
 AW6388'
 AW6388'STATION MARKS ARE STANDARD DISKS, STAMPED DUPONT 2 1967.  THE
 AW6388'SURFACE DISK IS SET IN A 12 INCH X 12 INCH CONCRETE POST FLUSH WITH
 AW6388'THE GROUND.  IT IS 50.5 FEET NORTH OF THE CENTER LINE OF AN
 AW6388'EAST-WEST STREET, 29 FEET WEST OF THE EXTENDED CENTER LINE OF A
 AW6388'NORTH-SOUTH STREET, 56.3 FEET WEST-NORTHWEST OF A POWER LINE POLE
 AW6388'NO. 158, AND 1.7 FEET SOUTHEAST OF A METAL WITNESS POST.  THE
 AW6388'UNDER GROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48
 AW6388'INCHES BELOW SURFACE OF GROUND.
 AW6388'
 AW6388'REFERENCE MARK NO. 3, A DUPONT CHEMICAL CO. MARK.  IT IS A 5 INCH X
 AW6388'6 INCH CONCRETE POST WITH A 2-INCH GALVANIZED CAP IN THE TOP.  THE
 AW6388'MARK IS 50 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST STREET,
 AW6388'35.4 FEET NORTHWEST OF A YIELD SIGN AND 27 FEET WEST OF THE WEST
 AW6388'EDGE OF A PARKING LOT.
 AW6388'
 AW6388'REFERENCE MARK NO. 4, A DUPONT CHEMICAL CO. MARK.  IS A 1-INCH BRASS
 AW6388'ROD SET FLUSH IN THE CENTER LINE OF A NORTH-SOUTH STREET.  IT IS
 AW6388'81.7 FEET NORTHEAST OF A LIGHT POST, 48.8 FEET EAST OF THE SOUTHEAST
 AW6388'CORNER OF THE MEDICAL DEPT. BUILDING, AND 35.4 FEET WEST OF
 AW6388'THE WEST RAIL OF THE RAILROAD TRACK.
 AW6388'
 AW6388'REFERENCE MARK NO. 5, A DUPONT CHEMICAL CO. MARK.  IT IS A 5 INCH X
 AW6388'6 INCH CONCRETE POST WITH A 2-INCH GALVANIZED CAP IN THE TOP.  THE
 AW6388'MARK IS 50.4 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST STREET,
 AW6388'38 FEET WEST OF THE EXTENDED CENTER LINE OF THE NORTH-SOUTH STREET
 AW6388'AND 7.9 FEET WEST OF A METAL WITNESS POST.
 AW6388'
 AW6388'AZIMUTH MARK IS THE BALL AT THE TOP CENTER OF THE DUPONT CHEMICAL
 AW6388'CO. WATER TANK.  IT IS LOCATED IN THE SOUTH CENTRAL PART OF THE
 AW6388'PLANT AREA.  THE TANK IS SUPPORTED BY 6 LEGS, PAINTED WHITE AND
 AW6388'GREEN, AND HAS LETTERS DUPONT ON THE NORTHEAST SIDE.  OVERALL
 AW6388'HEIGHT 156 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0878 ***********************************************************************
 GK0878  DESIGNATION -  DURO
 GK0878  PID         -  GK0878
 GK0878  STATE/COUNTY-  TX/HANSFORD
 GK0878  USGS QUAD   -  KIMBALL (1974)
 GK0878
 GK0878                         *CURRENT SURVEY CONTROL
 GK0878  ___________________________________________________________________
 GK0878* NAD 83(1993)-  36 18 02.65486(N)    101 15 19.76392(W)     ADJUSTED  
 GK0878* NAVD 88     -       941.     (meters)    3087.     (feet)  SCALED    
 GK0878  ___________________________________________________________________
 GK0878  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 GK0878  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 GK0878
 GK0878  HORZ ORDER  -  THIRD
 GK0878
 GK0878.The horizontal coordinates were established by classical geodetic methods
 GK0878.and adjusted by the National Geodetic Survey in February 1996..
 GK0878
 GK0878.The orthometric height was scaled from a topographic map.
 GK0878
 GK0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0878
 GK0878.The geoid height was determined by GEOID03.
 GK0878
 GK0878;                    North         East     Units Scale Factor Converg.
 GK0878;SPC TX N     - 1,255,275.788   221,962.543   MT  1.00002950   +0 08 30.1
 GK0878;SPC TX N     - 4,118,350.65    728,222.11   sFT  1.00002950   +0 08 30.1
 GK0878;UTM  14      - 4,019,666.124   297,476.890   MT  1.00010538   -1 20 08.7
 GK0878
 GK0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0878!SPC TX N     -   0.99985651  x   1.00002950  =   0.99988601
 GK0878!UTM  14      -   0.99985651  x   1.00010538  =   0.99996188
 GK0878
 GK0878:                Primary Azimuth Mark                     Grid Az
 GK0878:SPC TX N     -  SPEARMAN MUNICIPAL TANK                  154 11 34.1
 GK0878:UTM  14      -  SPEARMAN MUNICIPAL TANK                  155 40 12.9
 GK0878
 GK0878|---------------------------------------------------------------------|
 GK0878| PID    Reference Object                     Distance      Geod. Az  |
 GK0878|                                                           dddmmss.s |
 GK0878| GK0855 SPEARMAN MUNICIPAL TANK             APPROX.12.6 KM 1542004.2 |
 GK0878| GK0856 SPEARMAN PERRYTON EQUITY ELEV       APPROX.12.4 KM 1552626.1 |
 GK0878| CM7985 DURO RM 1                            13.061 METERS 17529     |
 GK0878| CM7984 DURO AZ MK                                         1812804.4 |
 GK0878| CM7986 DURO RM 2                            22.942 METERS 26647     |
 GK0878|---------------------------------------------------------------------|
 GK0878
 GK0878                          SUPERSEDED SURVEY CONTROL
 GK0878
 GK0878  NAD 83(1993)-  36 18 02.65519(N)    101 15 19.76514(W) AD(       ) 3
 GK0878  NAD 83(1986)-  36 18 02.66226(N)    101 15 19.75048(W) AD(       ) 3
 GK0878  NAD 27      -  36 18 02.55000(N)    101 15 18.18300(W) AD(       ) 3
 GK0878
 GK0878.Superseded values are not recommended for survey control.
 GK0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0878.See file dsdata.txt to determine how the superseded data were derived.
 GK0878
 GK0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF9747719666(NAD 83)
 GK0878_MARKER: DS = TRIANGULATION STATION DISK
 GK0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0878
 GK0878  HISTORY     - Date     Condition        Report By
 GK0878  HISTORY     - 1952     MONUMENTED       CGS
 GK0878
 GK0878                          STATION DESCRIPTION
 GK0878
 GK0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0878'THE STATION IS LOCATED ALONG THE EAST SIDE OF A NORTH-SOUTH
 GK0878'ROAD ABOUT 7 MILES AIRLINE NORTHWEST OF SPEARMAN, ABOUT 8-1/2
 GK0878'MILES AIRLINE EAST NORTHEAST OF GRUVER, ABOUT 9-1/2 MILES AIRLINE
 GK0878'SOUTHEAST OF THE BERNSTEIN RAILROAD SIDING, AND ON THE HIGHEST
 GK0878'POINT OF THE ROAD RIGHT-OF-WAY AFTER GOING NORTH FROM FARWELL
 GK0878'DRAW.
 GK0878'
 GK0878'THE STATION IS A STANDARD DISK STAMPED DURO 1952 SET IN THE
 GK0878'TOP OF CYLINDRICAL CONCRETE POST PROJECTING ABOUT 3 INCHES.
 GK0878'IT IS 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 4-1/2 FEET
 GK0878'WEST OF A WIRE FENCE, AND 4 FEET NORTHWEST OF A WHITE WITNESS
 GK0878'POST.
 GK0878'
 GK0878'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED
 GK0878'DURO NO 1 1952 SET IN THE TOP OF A CYLINDERICAL CONCRETE POST
 GK0878'PROJECTING ABOUT 3 INCHES.  IT IS 40 FEET EAST OF THE CENTER
 GK0878'LINE OF THE ROAD, 2 FEET WEST OF THE WIRE FENCE AND IS ABOUT
 GK0878'6 INCHES LOWER THAN THE STATION.
 GK0878'
 GK0878'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED DURO
 GK0878'NO 2 1952 SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 GK0878'PROJECTING ABOUT 3 INCHES.  IT IS 40 FEET WEST OF THE CENTER
 GK0878'LINE OF THE ROAD, 3 FEET EAST OF THE WIRE FENCE, AND IS ABOUT
 GK0878'THE SAME ELEVATION AS THE STATION.
 GK0878'
 GK0878'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DURO 1952 SET IN
 GK0878'THE TOP OF A CYLINDRICAL CONCRETE POST PROJECTING ABOUT 4 INCHES
 GK0878'AND IS ABOUT 10 INCHES IN DIAMETER.  IT IS 42 FEET WEST OF
 GK0878'THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A WIRE FENCE,
 GK0878'AND ON A SMALL RISE OF THE GROUND.  TO REACH THE MARK FROM
 GK0878'THE STATION GO SOUTH ON THE ROAD FOR 0.4 MILE TO THE TOP OF
 GK0878'A SMALL RISE AND THE MARK ON THE WEST SIDE OF THE ROAD.
 GK0878'
 GK0878'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117
 GK0878'AND STATE ROUTE 282 IN SPEARMAN GO WEST ON STATE ROUTE 282 FOR
 GK0878'2.0 MILES TO A PAVED ROAD NORTH.  TURN RIGHT AND GO NORTH FOR
 GK0878'7.5 MILES TO THE STATION ON THE EAST SIDE OF THE ROAD.
 GK0878'
 GK0878'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0961 ***********************************************************************
 EN0961  DESIGNATION -  DURO
 EN0961  PID         -  EN0961
 EN0961  STATE/COUNTY-  TX/ARMSTRONG
 EN0961  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0961
 EN0961                         *CURRENT SURVEY CONTROL
 EN0961  ___________________________________________________________________
 EN0961* NAD 83(1993)-  34 46 54.28041(N)    101 24 55.07484(W)     ADJUSTED  
 EN0961* NAVD 88     -      1013.9    (meters)    3326.     (feet)  VERTCON   
 EN0961  ___________________________________________________________________
 EN0961  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 EN0961  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 EN0961
 EN0961  HORZ ORDER  -  THIRD
 EN0961
 EN0961.The horizontal coordinates were established by classical geodetic methods
 EN0961.and adjusted by the National Geodetic Survey in February 1996..
 EN0961
 EN0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0961
 EN0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0961
 EN0961.The geoid height was determined by GEOID03.
 EN0961
 EN0961;                    North         East     Units Scale Factor Converg.
 EN0961;SPC TX N     - 1,086,728.576   207,752.496   MT  0.99997207   +0 02 56.7
 EN0961;SPC TX N     - 3,565,375.34    681,601.31   sFT  0.99997207   +0 02 56.7
 EN0961;UTM  14      - 3,851,498.047   278,993.347   MT  1.00020205   -1 22 42.1
 EN0961
 EN0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0961!SPC TX N     -   0.99984508  x   0.99997207  =   0.99981715
 EN0961!UTM  14      -   0.99984508  x   1.00020205  =   1.00004710
 EN0961
 EN0961                          SUPERSEDED SURVEY CONTROL
 EN0961
 EN0961  NAD 83(1993)-  34 46 54.28540(N)    101 24 55.07121(W) AD(       ) 3
 EN0961  NAD 83(1986)-  34 46 54.28628(N)    101 24 55.06704(W) AD(       ) 3
 EN0961  NGVD 29 (01/19/93) 1013.5    (m)         3325.     (f) VERT ANG       
 EN0961
 EN0961.Superseded values are not recommended for survey control.
 EN0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0961.See file dsdata.txt to determine how the superseded data were derived.
 EN0961
 EN0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD7899351498(NAD 83)
 EN0961_MARKER: DD = SURVEY DISK
 EN0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0961+STABILITY: SURFACE MOTION
 EN0961
 EN0961  HISTORY     - Date     Condition        Report By
 EN0961  HISTORY     - 1954     MONUMENTED       USGS
 EN0961  HISTORY     - 1962     GOOD             USGS
 EN0961
 EN0961                          STATION DESCRIPTION
 EN0961
 EN0961'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EN0961'STATION IS LOCATED ABOUT 6.5 MI. E. OF WAYSIDE, 22.0 MI. (AIRLINE)
 EN0961'SSW. OF CLAUDE ON THE E. RIM OF A MESQUITE COVERED POINT OVERLOOKING
 EN0961'PALO DURO CANYON.
 EN0961'
 EN0961'TO REACH FROM THE WAYSIDE POST OFFICE, GO S. 0.1 MI. TO Y-RD.,
 EN0961'CONTINUE ON S. ALONG GRADED DIRT RD. 2.0 MI. TO Y-RD., TURN LEFT (E.)
 EN0961'AND GO 6.0 MI. ALONG FARM ROAD 285, TURN LEFT TO N. AND GO 0.1 MI. TO
 EN0961'TRACK RD. ON E., TURN RIGHT (E.) AND FOLLOW TRACK RD. 0.7 MI. TO
 EN0961'WINDMILLS, PASS TO N. OF MILLS AND FOLLOW TRACK RD. TO NE. 1.2 MI. TO
 EN0961'STATION ON THE RIGHT.
 EN0961'
 EN0961'RECOVERED BY USGS IN 1962.
 EN0961'
 EN0961'STATION MARK--A STANDARD TABLET STAMPED---DURO 1954---, CEMENTED IN
 EN0961'TOP OF A CONCRETE POST PROJECTING 0.1 FT. ABOVE GROUND.
 EN0961'
 EN0961'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0780 ***********************************************************************
 CV0780  DESIGNATION -  DUST
 CV0780  PID         -  CV0780
 CV0780  STATE/COUNTY-  TX/GAINES
 CV0780  USGS QUAD   -  MC KENZIE LAKE NW (1970)
 CV0780
 CV0780                         *CURRENT SURVEY CONTROL
 CV0780  ___________________________________________________________________
 CV0780* NAD 83(1993)-  32 44 14.27331(N)    102 24 58.15239(W)     ADJUSTED  
 CV0780* NAVD 88     -       976.7    (meters)    3204.     (feet)  VERTCON   
 CV0780  ___________________________________________________________________
 CV0780  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 CV0780  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CV0780
 CV0780  HORZ ORDER  -  FIRST
 CV0780
 CV0780.The horizontal coordinates were established by classical geodetic methods
 CV0780.and adjusted by the National Geodetic Survey in February 1996..
 CV0780
 CV0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0780
 CV0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0780
 CV0780.The geoid height was determined by GEOID03.
 CV0780
 CV0780;                    North         East     Units Scale Factor Converg.
 CV0780;SPC TXNC     - 2,125,562.197   233,068.417   MT  0.99988758   -2 08 09.1
 CV0780;SPC TXNC     - 6,973,615.31    764,658.63   sFT  0.99988758   -2 08 09.1
 CV0780;UTM  13      - 3,625,117.993   742,119.270   MT  1.00032290   +1 23 52.8
 CV0780
 CV0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0780!SPC TXNC     -   0.99985027  x   0.99988758  =   0.99973787
 CV0780!UTM  13      -   0.99985027  x   1.00032290  =   1.00017312
 CV0780
 CV0780:                Primary Azimuth Mark                     Grid Az
 CV0780:SPC TXNC     -  DUST AZ MK                               002 10 32.5
 CV0780:UTM  13      -  DUST AZ MK                               358 38 30.6
 CV0780
 CV0780|---------------------------------------------------------------------|
 CV0780| PID    Reference Object                     Distance      Geod. Az  |
 CV0780|                                                           dddmmss.s |
 CV0780| CH8818 DUST AZ MK                                         0000223.4 |
 CV0780| CH8820 DUST RM 2                             8.345 METERS 17415     |
 CV0780| CV0823 SEMINOLE N MUNICIPAL TANK           APPROX.21.9 KM 2663631.1 |
 CV0780| CH8819 DUST RM 1                            20.277 METERS 35740     |
 CV0780|---------------------------------------------------------------------|
 CV0780
 CV0780                          SUPERSEDED SURVEY CONTROL
 CV0780
 CV0780  NAD 83(1986)-  32 44 14.28069(N)    102 24 58.14715(W) AD(       ) 1
 CV0780  NAD 27      -  32 44 13.92716(N)    102 24 56.51048(W) AD(       ) 1
 CV0780  NGVD 29 (07/19/86)  976.4    (m)         3203.     (f) VERT ANG       
 CV0780
 CV0780.Superseded values are not recommended for survey control.
 CV0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0780.See file dsdata.txt to determine how the superseded data were derived.
 CV0780
 CV0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4211925118(NAD 83)
 CV0780_MARKER: DS = TRIANGULATION STATION DISK
 CV0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0780_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CV0780
 CV0780  HISTORY     - Date     Condition        Report By
 CV0780  HISTORY     - 1975     MONUMENTED       NGS
 CV0780
 CV0780                          STATION DESCRIPTION
 CV0780
 CV0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0780'RM 1 TO RM 2 NOT MEASURED.
 CV0780'
 CV0780'THE STATION IS ABOUT 14 MILES EAST OF SEMINOLE AND IS
 CV0780'ON HIGHWAY RIGHT-OF-WAY.  PERMISSION WAS OBTAINED FROM
 CV0780'JESSE HALE OF THE TEXAS HIGHWAY DEPARTMENT AT SEMINOLE.
 CV0780'
 CV0780'TO REACH THE STATION FROM THE COURTHOUSE IN SEMONOLE, GO EAST
 CV0780'ON U.S. HIGHWAY 180 FOR 6.65 MILES TO FARM ROAD 1429
 CV0780'CONTINUE EAST ON U.S. HIGHWAY 180 FOR 7.0 MILES TO FARM ROAD
 CV0780'303.  TURN LEFT AND GO NORTH ON FARM ROAD 303 FOR 1.6 MILES
 CV0780'TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK,
 CV0780'CONTINUE NORTH ON THE FARM ROAD FOR 0.9 MILES TO THE MARK
 CV0780'ON THE RIGHT.
 CV0780'
 CV0780'STATION MARK IS A STANDARD DISK, STAMPED DUST 1975, SET
 CV0780'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CV0780'IS 12 INCHES BELOW THE GROUND.  IT IS 1.8 FEET NORTH-NORTHWEST
 CV0780'OF A METAL WITNESS POST, 37.5 FEET SOUTH-SOUTHWEST OF A
 CV0780'POWER LINE POLE AND 47.9 FEET EAST OF THE CENTERLINE OF FARM
 CV0780'ROAD 303.  THE UNDERGROUND MARK IS STAMPED DUST 1975 AND IS
 CV0780'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CV0780'THE GROUND.
 CV0780'
 CV0780'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUST NO 1 1975,
 CV0780'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CV0780'IS 18 INCHES BELOW THE GROUND.  IT IS 0.8 FEET SOUTHWEST OF
 CV0780'A METAL WITNESS POST, 35.6 FEET NORTH-NORTHEAST OF THE POWER
 CV0780'LINE POLE, 45.2 FEET EAST OF THE CENTERLINE OF THE FARM ROAD AND
 CV0780'IS ABOUT THE SAME ELVATION AS THE STATION.
 CV0780'
 CV0780'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUST NO 2 1975,
 CV0780'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CV0780'THAT IS 12 INCHES BELOW THE GROUND.  IT IS 1.1 FEET
 CV0780'NORTH-NORTHEAST OF A METAL WITNESS POST, 50.8 FEET EAST OF
 CV0780'THE CENTERLINE OF THE FARM ROAD, AND IS ABOUT THE SAME ELEVATION
 CV0780'AS THE STATION.
 CV0780'
 CV0780'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 CV0780'DUST AZ 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CV0780'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 2.2 FEET WEST
 CV0780'OF POWER LINE POLE NUMBER 24849, 3.5 FEET NORTHWEST OF A METAL
 CV0780'WITNESS POST AND 50.0 FEET EAST OF THE CENTERLINE OF THE FARM
 CV0780'ROAD.
 CV0780'
 CV0780'ALL MARKS ARE IN AN AREA OF WIND BLOWN SAND.
 CV0780'
 CV0780'REFERENCE MARK 1 TO REFERENCE MARK 2 WAS NOT MEASURED
 CV0780'AS THEY ARE ON A LINE ACROSS THE STATION.
 CV0780'
 CV0780'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1172 ***********************************************************************
 CU1172  DESIGNATION -  DUST ET
 CU1172  PID         -  CU1172
 CU1172  STATE/COUNTY-  TX/DAWSON
 CU1172  USGS QUAD   -  HANCOCK (1968)
 CU1172
 CU1172                         *CURRENT SURVEY CONTROL
 CU1172  ___________________________________________________________________
 CU1172* NAD 83(1993)-  32 51 42.45770(N)    101 48 04.96138(W)     ADJUSTED  
 CU1172* NAVD 88     -       911.5    (meters)    2990.     (feet)  VERTCON   
 CU1172  ___________________________________________________________________
 CU1172  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 CU1172  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CU1172
 CU1172  HORZ ORDER  -  SECOND
 CU1172
 CU1172.The horizontal coordinates were established by classical geodetic methods
 CU1172.and adjusted by the National Geodetic Survey in February 1996..
 CU1172
 CU1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1172
 CU1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1172
 CU1172.The geoid height was determined by GEOID03.
 CU1172
 CU1172;                    North         East     Units Scale Factor Converg.
 CU1172;SPC TXNC     - 2,137,381.633   291,084.008   MT  0.99987808   -1 48 02.0
 CU1172;SPC TXNC     - 7,012,392.91    954,998.12   sFT  0.99987808   -1 48 02.0
 CU1172;UTM  14      - 3,639,444.610   237,856.417   MT  1.00044742   -1 31 15.4
 CU1172
 CU1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1172!SPC TXNC     -   0.99986073  x   0.99987808  =   0.99973883
 CU1172!UTM  14      -   0.99986073  x   1.00044742  =   1.00030809
 CU1172
 CU1172|---------------------------------------------------------------------|
 CU1172| PID    Reference Object                     Distance      Geod. Az  |
 CU1172|                                                           dddmmss.s |
 CU1172| CH8821 DUST ET RM 1                         17.510 METERS 00040     |
 CU1172| CU1139 HUFF                                APPROX.13.2 KM 0610201.5 |
 CU1172| CH8822 DUST ET RM 2                         15.909 METERS 09809     |
 CU1172| CU1169 O DONNELL ET                        APPROX.11.5 KM 3415603.1 |
 CU1172|---------------------------------------------------------------------|
 CU1172
 CU1172                          SUPERSEDED SURVEY CONTROL
 CU1172
 CU1172  NAD 83(1986)-  32 51 42.46550(N)    101 48 04.95337(W) AD(       ) 2
 CU1172  NAD 27      -  32 51 42.10307(N)    101 48 03.41889(W) AD(       ) 2
 CU1172  NGVD 29 (07/19/86)  911.2    (m)         2989.     (f) VERT ANG       
 CU1172
 CU1172.Superseded values are not recommended for survey control.
 CU1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1172.See file dsdata.txt to determine how the superseded data were derived.
 CU1172
 CU1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3785639445(NAD 83)
 CU1172_MARKER: DD = SURVEY DISK
 CU1172_SETTING: 0 = UNSPECIFIED SETTING
 CU1172
 CU1172  HISTORY     - Date     Condition        Report By
 CU1172  HISTORY     - 1968     MONUMENTED       USGS
 CU1172
 CU1172                          STATION DESCRIPTION
 CU1172
 CU1172'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CU1172'THE STATION IS LOCATED NORTH 46 DEG EAST ABOUT 12.2 MILES
 CU1172'AIRLINE FROM LAMESA, TEXAS, IN A MESQUITE COVERED PASTURE
 CU1172'OF THE PHILLIPS-WRIGHT RANCH.
 CU1172'
 CU1172'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 180 IN
 CU1172'LAMESA, GO 10.5 MILES NORTH ON U.S. HIGHWAY 87 TO FARM-TO-MARKET
 CU1172'ROAD 1210, TURN RIGHT AND GO 5.6 MILES EAST-NORTHEAST ON
 CU1172'FARM-TO-MARKET ROAD 1210 TO PRIVATE ROAD, TURN RIGHT AND GO 1.1
 CU1172'MILES SOUTHEAST TO CATTLEGUARD WEST OF RANCH HOUSE, CROSS
 CU1172'CATTLEGUARD, TURN RIGHT AND GO 0.85 MILE WESTWARD ON TRACK ROAD
 CU1172'TO ROAD FORK, TAKE LEFT FORK AND GO 0.4 MILE SOUTHWARD ON TRACK
 CU1172'ROAD TO ROAD FORK, TAKE RIGHT FORK AND GO 1.2 MILES WEST AND
 CU1172'SOUTH ON TRACK ROAD TO GATE IN FENCE, TURN RIGHT AND GO 0.15
 CU1172'MILE WESTWARD ON THE NORTH SIDE OF FENCE TO THE STATION ON THE
 CU1172'RIGHT.  THE STATION IS 500 FEET EAST OF A FENCE CORNER AND
 CU1172'28 FEET NORTH OF THE FENCE.  THE STATION IS 5 FEET SOUTH OF
 CU1172'A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 CU1172'
 CU1172'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 CU1172'DRIVEN TO REFUSAL (5 FEET), CENTERED IN AN ORANGEBURG TILE, 6
 CU1172'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 CU1172'IS FLUSH WITH THE GROUND AND IS STAMPED DUST ET 1968.
 CU1172'
 CU1172'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CU1172'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (5 FEET), CENTERED
 CU1172'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED
 CU1172'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 CU1172'DUST ET 1968 - 1.
 CU1172'
 CU1172'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CU1172'TO A COPPERWELD ROD DRIVEN TO REFUSAL (5 FEET) CENTERED IN AN
 CU1172'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 CU1172'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 CU1172'DUST ET 1968 - 2.
 CU1172'
 CU1172'STATION O DONNELL ET 1968 IS VISIBLE FROM THE GROUND AND WILL
 CU1172'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5265 ***********************************************************************
 AH5265  DESIGNATION -  DUTCH ET
 AH5265  PID         -  AH5265
 AH5265  STATE/COUNTY-  TX/BROWN
 AH5265  USGS QUAD   -  RISING STAR (1966)
 AH5265
 AH5265                         *CURRENT SURVEY CONTROL
 AH5265  ___________________________________________________________________
 AH5265* NAD 83(1993)-  32 04 12.43090(N)    098 56 05.10893(W)     ADJUSTED  
 AH5265* NAVD 88     -       570.4    (meters)    1871.     (feet)  VERTCON   
 AH5265  ___________________________________________________________________
 AH5265  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AH5265  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AH5265
 AH5265  HORZ ORDER  -  THIRD
 AH5265
 AH5265.The horizontal coordinates were established by classical geodetic methods
 AH5265.and adjusted by the National Geodetic Survey in July 1998..
 AH5265
 AH5265.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5265
 AH5265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5265
 AH5265.The geoid height was determined by GEOID03.
 AH5265
 AH5265;                    North         East     Units Scale Factor Converg.
 AH5265;SPC TX C     - 3,267,283.094   832,059.476   MT  1.00005552   +0 43 13.3
 AH5265;SPC TX C     -10,719,411.28  2,729,848.46   sFT  1.00005552   +0 43 13.3
 AH5265;UTM  14      - 3,548,209.837   506,158.283   MT  0.99960047   +0 02 04.7
 AH5265
 AH5265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5265!SPC TX C     -   0.99991469  x   1.00005552  =   0.99997021
 AH5265!UTM  14      -   0.99991469  x   0.99960047  =   0.99951520
 AH5265
 AH5265                          SUPERSEDED SURVEY CONTROL
 AH5265
 AH5265  NGVD 29 (07/28/98)  570.3    (m)         1871.     (f) VERT ANG       
 AH5265
 AH5265.Superseded values are not recommended for survey control.
 AH5265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5265.See file dsdata.txt to determine how the superseded data were derived.
 AH5265
 AH5265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA0615848210(NAD 83)
 AH5265_MARKER: DS = TRIANGULATION STATION DISK
 AH5265_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5265_PROJECTION: FLUSH
 AH5265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5265+STABILITY: SURFACE MOTION
 AH5265
 AH5265  HISTORY     - Date     Condition        Report By
 AH5265  HISTORY     - 1965     MONUMENTED       USGS
 AH5265
 AH5265                          STATION DESCRIPTION
 AH5265
 AH5265'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5265'STATION IS LOCATED IN BROWN COUNTY, TEXAS, VERY NEAR NE. CORNER OF
 AH5265'COUNTY.  IT IS ON THE E. HILL OF TWO PROMINENT HILLS VIEWED JUST SE.
 AH5265'FROM THE TOWN OF RISING STAR, IN EASTLAND COUNTY.  STATION IS 2.0 MI.
 AH5265'S. AND 2.0 MI. E. OF THE CENTER OF RISING STAR.
 AH5265'TO REACH FROM INTERSECTION OF STATE HIGHWAY NO. 36 AND U.S. HIGHWAY
 AH5265'NO. 183 IN RISING STAR, DRIVE S. ON 183 2.5 MI. TO GRADED COUNTY RD.
 AH5265'LEFT, THENCE E. ON DIRT RD. 0.6 MI. TO TWO WIRE GATES ON LEFT, DRIVE
 AH5265'N. THROUGH E. GATE 0.5 MI. TO E-W. FENCE JUST N. OF CALICHE PIT,
 AH5265'THENCE E. UP HILL ON S. SIDE OF FENCE 0.2 MI. TO STATION, 27 FT. S. OF
 AH5265'FENCE, AND ABOUT 90 FT. W. OF E. BROW OF HILL.  N. OF FENCE IS MOSTLY
 AH5265'A LARGE CALICHE PIT.  STATION IS ON LAND OWNED BY MR. DUTCH SHULTZ,
 AH5265'WHO LIVES IN RISING STAR.
 AH5265'STATION MARK--STANDARD ALUMINUM TABLET SET IN CONCRETE FLUSH WITH
 AH5265'GROUND, STAMPED---DUTCH ET 1965---.
 AH5265'UNDERGROUND MARK IS STANDARD ALUMINUM TABLET CEMENTED IN BEDROCK 1.5
 AH5265'FT. BELOW THE SURFACE MARK, STAMPED---DUTCH---.  IT IS DIRECTLY UNDER
 AH5265'THE SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0574 ***********************************************************************
 DP0574  DESIGNATION -  DUTCHMAN
 DP0574  PID         -  DP0574
 DP0574  STATE/COUNTY-  TX/MOTLEY
 DP0574  USGS QUAD   -  MAC BAIN (1981)
 DP0574
 DP0574                         *CURRENT SURVEY CONTROL
 DP0574  ___________________________________________________________________
 DP0574* NAD 83(1993)-  33 59 09.49502(N)    100 56 27.17448(W)     ADJUSTED  
 DP0574* NAVD 88     -       887.     (meters)    2910.     (feet)  SCALED    
 DP0574  ___________________________________________________________________
 DP0574  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DP0574  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DP0574
 DP0574  HORZ ORDER  -  FIRST
 DP0574
 DP0574.The horizontal coordinates were established by classical geodetic methods
 DP0574.and adjusted by the National Geodetic Survey in February 1996..
 DP0574
 DP0574.The orthometric height was scaled from a topographic map.
 DP0574
 DP0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0574
 DP0574.The geoid height was determined by GEOID03.
 DP0574
 DP0574;                    North         East     Units Scale Factor Converg.
 DP0574;SPC TXNC     - 2,259,820.837   374,481.657   MT  1.00000544   -1 19 52.5
 DP0574;SPC TXNC     - 7,414,095.53  1,228,611.90   sFT  1.00000544   -1 19 52.5
 DP0574;SPC TX N     -   998,589.633   251,673.595   MT  1.00021998   +0 19 26.5
 DP0574;SPC TX N     - 3,276,206.15    825,699.12   sFT  1.00021998   +0 19 26.5
 DP0574;UTM  14      - 3,762,298.223   320,721.348   MT  0.99999622   -1 05 06.8
 DP0574
 DP0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0574!SPC TXNC     -   0.99986499  x   1.00000544  =   0.99987043
 DP0574!SPC TX N     -   0.99986499  x   1.00021998  =   1.00008494
 DP0574!UTM  14      -   0.99986499  x   0.99999622  =   0.99986121
 DP0574
 DP0574:                Primary Azimuth Mark                     Grid Az
 DP0574:SPC TXNC     -  MATADOR MUNICIPAL TANK                   076 12 18.1
 DP0574:SPC TX N     -  MATADOR MUNICIPAL TANK                   074 32 59.1
 DP0574:UTM  14      -  MATADOR MUNICIPAL TANK                   075 57 32.4
 DP0574
 DP0574|---------------------------------------------------------------------|
 DP0574| PID    Reference Object                     Distance      Geod. Az  |
 DP0574|                                                           dddmmss.s |
 DP0574| EN0732 MATADOR MUNICIPAL TANK              APPROX.11.5 KM 0745225.6 |
 DP0574| EN0733 MATADOR TV RELAY MST                APPROX.10.6 KM 0801454.0 |
 DP0574| CX7124 DUTCHMAN AZ MK                                     0891423.0 |
 DP0574| DP0573 MATADOR TV RELAY MST WEST           APPROX. 2.5 KM 1022000.9 |
 DP0574| CX7125 DUTCHMAN RM 1                        11.454 METERS 24027     |
 DP0574| CX7126 DUTCHMAN RM 2                        16.380 METERS 33042     |
 DP0574|---------------------------------------------------------------------|
 DP0574
 DP0574                          SUPERSEDED SURVEY CONTROL
 DP0574
 DP0574  NAD 83(1993)-  33 59 09.49758(N)    100 56 27.17262(W) AD(       ) 1
 DP0574  NAD 83(1986)-  33 59 09.50062(N)    100 56 27.16811(W) AD(       ) 1
 DP0574  NAD 27      -  33 59 09.22267(N)    100 56 25.66501(W) AD(       ) 1
 DP0574
 DP0574.Superseded values are not recommended for survey control.
 DP0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0574.See file dsdata.txt to determine how the superseded data were derived.
 DP0574
 DP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC2072162298(NAD 83)
 DP0574_MARKER: DS = TRIANGULATION STATION DISK
 DP0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0574
 DP0574  HISTORY     - Date     Condition        Report By
 DP0574  HISTORY     - 1964     MONUMENTED       CGS
 DP0574
 DP0574                          STATION DESCRIPTION
 DP0574
 DP0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0574'STATION IS ABOUT 23 MILES EAST OF FLOYDADA, 8 MILES NORTHWEST OF
 DP0574'ROARING SPRINGS AND 7 MILES WEST OF MATADOR ON THE SOUTH SIDE OF
 DP0574'U.S. HIGHWAY 62 AND 70, ON PROPERTY OWNED BY MRS. HARRY CARTER OF
 DP0574'MATADOR.
 DP0574'
 DP0574'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND 70 AND
 DP0574'STATE HIGHWAY 70 IN THE WEST EDGE OF MATADOR, GO WEST, ON U.S.
 DP0574'HIGHWAY 62 AND 70, FOR 6.3 MILES TO A BOARD GATE ON THE NORTH SIDE OF
 DP0574'THE HIGHWAY AND A WIRE GATE ON THE SOUTH SIDE OF THE HIGHWAY.
 DP0574'CONTINUE WEST, ON THE HIGHWAY, FOR 0.35 MILE TO THE AZIMUTH MARK
 DP0574'ON THE RIGHT.  CONTINUE WEST, ON THE HIGHWAY, FOR 0.3 MILE TO
 DP0574'THE STATION THE LEFT.
 DP0574'
 DP0574'STATION MARK IS A STANDARD DISK, STAMPED DUTCHMAN 1964, SET IN THE
 DP0574'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 89
 DP0574'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 62 AND 70, 42.8 FEET
 DP0574'SOUTH OF AN EAST-WEST FENCE LINE, 55.7 FEET SOUTH-EAST OF A WITNESS
 DP0574'POST AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 DP0574'
 DP0574'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUTCHMAN NO 1 1964, SET
 DP0574'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 DP0574'IT IS 66.5 FEET SOUTH OF THE FENCE LINE AND ABOUT THE SAME ELEVATION
 DP0574'AS THE STATION.
 DP0574'
 DP0574'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUTCHMAN NO 2 1964,
 DP0574'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST AND IT IS FLUSH
 DP0574'WITH THE GROUND SURFACE.  IT IS 48 FEET SOUTH OF THE CENTERLINE
 DP0574'OF THE HIGHWAY, 1.8 FEET SOUTHEAST OF THE WITNESS POST, 1 FOOT
 DP0574'SOUTH OF THE FENCE LINE AND ABOUT 1 FOOT LOWER THE STATION.
 DP0574'
 DP0574'AZIMUTH MARK IS A STANDARD DISK, STAMPED DUTCHMAN 1964, SET IN THE
 DP0574'TOP OF A 12 SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 48 FEET
 DP0574'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 62 AND 70, 1.8 FEET SOUTH OF
 DP0574'AN EAST-WEST FENCE LINE, 0.5 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1327 ***********************************************************************
 AJ1327  DESIGNATION -  DUVAL
 AJ1327  PID         -  AJ1327
 AJ1327  STATE/COUNTY-  TX/DUVAL
 AJ1327  USGS QUAD   -  FREER SOUTH (1971)
 AJ1327
 AJ1327                         *CURRENT SURVEY CONTROL
 AJ1327  ___________________________________________________________________
 AJ1327* NAD 83(1993)-  27 45 09.28732(N)    098 37 26.66212(W)     ADJUSTED  
 AJ1327* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 AJ1327  ___________________________________________________________________
 AJ1327  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AJ1327  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AJ1327
 AJ1327  HORZ ORDER  -  FIRST
 AJ1327
 AJ1327.The horizontal coordinates were established by classical geodetic methods
 AJ1327.and adjusted by the National Geodetic Survey in February 1996..
 AJ1327
 AJ1327.The orthometric height was scaled from a topographic map.
 AJ1327
 AJ1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1327
 AJ1327.The geoid height was determined by GEOID03.
 AJ1327
 AJ1327;                    North         East     Units Scale Factor Converg.
 AJ1327;SPC TX S     - 5,231,114.511   287,768.445   MT  0.99998055   -0 03 22.8
 AJ1327;SPC TX S     -17,162,414.86    944,120.31   sFT  0.99998055   -0 03 22.8
 AJ1327;UTM  14      - 3,069,851.454   537,046.341   MT  0.99961694   +0 10 30.2
 AJ1327
 AJ1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1327!SPC TX S     -   0.99997007  x   0.99998055  =   0.99995063
 AJ1327!UTM  14      -   0.99997007  x   0.99961694  =   0.99958703
 AJ1327
 AJ1327|---------------------------------------------------------------------|
 AJ1327| PID    Reference Object                     Distance      Geod. Az  |
 AJ1327|                                                           dddmmss.s |
 AJ1327| CV3125 DUVAL RM 1                           24.162 METERS 07117     |
 AJ1327| CV3124 DUVAL AZ MK                                        1124719.9 |
 AJ1327| CV3126 DUVAL RM 2                           18.700 METERS 20804     |
 AJ1327|---------------------------------------------------------------------|
 AJ1327
 AJ1327                          SUPERSEDED SURVEY CONTROL
 AJ1327
 AJ1327  NAD 83(1986)-  27 45 09.29259(N)    098 37 26.63752(W) AD(       ) 1
 AJ1327  NAD 27      -  27 45 08.20700(N)    098 37 25.58100(W) AD(       ) 1
 AJ1327
 AJ1327.Superseded values are not recommended for survey control.
 AJ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1327.See file dsdata.txt to determine how the superseded data were derived.
 AJ1327
 AJ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3704669851(NAD 83)
 AJ1327_MARKER: DS = TRIANGULATION STATION DISK
 AJ1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1327_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1327
 AJ1327  HISTORY     - Date     Condition        Report By
 AJ1327  HISTORY     - 1935     MONUMENTED       CGS
 AJ1327
 AJ1327                          STATION DESCRIPTION
 AJ1327
 AJ1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1327'STATION IS LOCATED ON THE HIGHEST GROUND IN VICINITY ABOUT
 AJ1327'16 MILES NW OF BENAVIDES, 8-1/2 MILES S OF FREER AND ABOUT
 AJ1327'10 MILES E OF THE WEBB-DUVAL COUNTY LINE, ABOUT 24 FEET
 AJ1327'S OF CENTER LINE OF E-W DIRT ROAD THAT FOLLOWS A PIPE LINE
 AJ1327'RIGHT-OF-WAY.
 AJ1327'
 AJ1327'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1327'BRONZE DISKS SET IN CONCRETE.
 AJ1327'
 AJ1327'REFERENCE MARK NO. 1 IS E OF STATION.
 AJ1327'
 AJ1327'REFERENCE MARK NO. 2 IS W OF STATION.
 AJ1327'
 AJ1327'AZIMUTH MARK IS 0.7 MILE E OF STATION, 13 FEET N OF CENTER
 AJ1327'LINE OF THE ROAD.
 AJ1327'
 AJ1327'TO REACH THE AZIMUTH FROM STATION GO E ON DIRT ROAD 0.7
 AJ1327'MILE TO MARK ON LEFT.
 AJ1327'
 AJ1327'TO REACH THE STATION FROM RAILROAD DEPOT IN BENAVIDES, GO
 AJ1327'W 0.1 MILE AND TURN N, RIGHT, AND FOLLOW DIRT ROAD 13.0
 AJ1327'MILES AND TURN LEFT (W) ON A DIRT ROAD THAT FOLLOWS A PIPE
 AJ1327'LINE RIGHT-OF-WAY.  FOLLOW THIS ROAD 4.4 MILES TO TOP OF
 AJ1327'GRADE AND STATION, 24 FEET S OF CENTER LINE OF ROAD.
 AJ1327'
 AJ1327'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9177 ***********************************************************************
 AC9177  SACS        -  This is a Secondary Airport Control Station.
 AC9177  DESIGNATION -  DUX A
 AC9177  PID         -  AC9177
 AC9177  STATE/COUNTY-  TX/MOORE
 AC9177  USGS QUAD   -  STALLWITZ LAKE (1963)
 AC9177
 AC9177                         *CURRENT SURVEY CONTROL
 AC9177  ___________________________________________________________________
 AC9177* NAD 83(1993)-  35 50 55.69806(N)    102 01 01.20296(W)     ADJUSTED  
 AC9177* NAVD 88     -      1129.15   (meters)    3704.6    (feet)  GPS OBS   
 AC9177  ___________________________________________________________________
 AC9177  X           -  -1,077,806.298 (meters)                     COMP
 AC9177  Y           -  -5,063,292.006 (meters)                     COMP
 AC9177  Z           -   3,715,252.359 (meters)                     COMP
 AC9177  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 AC9177  ELLIP HEIGHT-        1102.94  (meters)          (02/05/01) GPS OBS
 AC9177  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AC9177
 AC9177  HORZ ORDER  -  FIRST
 AC9177  ELLP ORDER  -  FOURTH    CLASS II
 AC9177
 AC9177.This mark is at Moore Co (DUX) Airport (DUX)
 AC9177
 AC9177.The horizontal coordinates were established by GPS observations
 AC9177.and adjusted by the National Geodetic Survey in June 1997..
 AC9177
 AC9177.The orthometric height was determined by GPS observations and a
 AC9177.high-resolution geoid model.
 AC9177
 AC9177.GPS derived orthometric heights for airport stations designated as
 AC9177.PACS or SACS are published to 2 decimal places.  This maintains
 AC9177.centimeter relative accuracy between the PACS and SACS.  It does
 AC9177.not indicate centimeter accuracy relative to other marks which are
 AC9177.part of the NAVD 88 network.
 AC9177
 AC9177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9177
 AC9177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9177
 AC9177.The ellipsoidal height was determined by GPS observations
 AC9177.and is referenced to NAD 83.
 AC9177
 AC9177.The geoid height was determined by GEOID03.
 AC9177
 AC9177;                    North         East     Units Scale Factor Converg.
 AC9177;SPC TX N     - 1,205,225.185   153,299.541   MT  0.99993908   -0 17 58.6
 AC9177;SPC TX N     - 3,954,142.96    502,950.24   sFT  0.99993908   -0 17 58.6
 AC9177;UTM  13      - 3,971,288.217   769,401.409   MT  1.00049441   +1 44 52.9
 AC9177;UTM  14      - 3,971,382.495   227,526.933   MT  1.00051493   -1 46 04.8
 AC9177
 AC9177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9177!SPC TX N     -   0.99982692  x   0.99993908  =   0.99976601
 AC9177!UTM  13      -   0.99982692  x   1.00049441  =   1.00032125
 AC9177!UTM  14      -   0.99982692  x   1.00051493  =   1.00034176
 AC9177
 AC9177                          SUPERSEDED SURVEY CONTROL
 AC9177
 AC9177  ELLIP H (06/16/97) 1102.95   (m)                       GP(       ) 4 2
 AC9177
 AC9177.Superseded values are not recommended for survey control.
 AC9177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9177.See file dsdata.txt to determine how the superseded data were derived.
 AC9177
 AC9177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV6940171288(NAD 83)
 AC9177_MARKER: DH = HORIZONTAL CONTROL DISK
 AC9177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9177_SP_SET: WELL CASING
 AC9177_STAMPING: DUX A 1995
 AC9177_MARK LOGO: NGS   
 AC9177_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9177+STABILITY: SURFACE MOTION
 AC9177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9177+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC9177
 AC9177  HISTORY     - Date     Condition        Report By
 AC9177  HISTORY     - 1995     MONUMENTED       NGS
 AC9177
 AC9177                          STATION DESCRIPTION
 AC9177
 AC9177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC9177'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF DUMAS, ON THE
 AC9177'DUMAS MUNICIIPAL AIRPORT, 150 METERS (492.1 FT) SOUTH OF THE SOUTH END
 AC9177'OF THE RUNWAY, IN TOP OF AN ABANDONED SISTERN WHICH PROJECTS 0.3 M
 AC9177'(1.0 FT) ABOVE THE GROUND.  OWNERSHIP--MOORE COUNTY, 715 DUMAS AVENUE,
 AC9177'ROOM 202, DUMAS TX 79029.  THE AIRPORT MANAGER IS GENE WAGGONER, PHONE
 AC9177'806-935-6995.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AC9177'HIGHWAYS 87, 287, AND STATE HIGHWAY 152 IN DUMAS, GO WEST 3.4 KM (2.10
 AC9177'MI) ON HIGHWAY 87 TO THE AIRPORT ENTRANCE, TURN LEFT, SOUTH, GO 0.3 KM
 AC9177'(0.20 MI) TO THE AIRPORT OFFICE AND APRON GATE ON THE LEFT, PASS
 AC9177'THROUGH THE GATE, TURN RIGHT, SOUTH, GO 1.74 KM (1.10 MI) ACROSS THE
 AC9177'APRON, ALONG THE TAXI, ALONG THE RUNWAY TO ITS END AND ON ACROSS THE
 AC9177'GRASS TO THE STATION.  THE STATION IS IN TOP OF THE NORTH EDGE OF AN
 AC9177'8-FOOT ROUND CONCRETE WELL CASING, 146.0 M (479.0 FT) SOUTH OF THE
 AC9177'RUNWAY END, 72.0 M (236.2 FT) WEST OF A FENCE, 60.0 M (196.8 FT) SOUTH
 AC9177'OF A TRACK ROAD, 0.6 M (2.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0
 AC9177'FT) ABOVE THE GROUND SURFACE. --NOTE THIS STATION WAS SELECTED AS A
 AC9177'SECONDARY AIRPORT CONTROL STATON (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6468 ***********************************************************************
 AC6468  SACS        -  This is a Secondary Airport Control Station.
 AC6468  DESIGNATION -  DWH A
 AC6468  PID         -  AC6468
 AC6468  STATE/COUNTY-  TX/HARRIS
 AC6468  USGS QUAD   -  TOMBALL (1979)
 AC6468
 AC6468                         *CURRENT SURVEY CONTROL
 AC6468  ___________________________________________________________________
 AC6468* NAD 83(1993)-  30 04 17.81248(N)    095 33 19.45211(W)     ADJUSTED  
 AC6468* NAVD 88     -        46.49   (meters)     152.5    (feet)  GPS OBS   
 AC6468  ___________________________________________________________________
 AC6468  X           -    -534,797.621 (meters)                     COMP
 AC6468  Y           -  -5,498,351.968 (meters)                     COMP
 AC6468  Z           -   3,177,255.809 (meters)                     COMP
 AC6468  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AC6468  ELLIP HEIGHT-          18.85  (meters)          (07/11/01) GPS OBS
 AC6468  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AC6468
 AC6468  HORZ ORDER  -  FIRST
 AC6468  ELLP ORDER  -  FOURTH    CLASS II
 AC6468
 AC6468.This mark is at David Wayne Hooks Mem (DWH) Airport (DWH)
 AC6468
 AC6468.The horizontal coordinates were established by GPS observations
 AC6468.and adjusted by the National Geodetic Survey in May 1998..
 AC6468
 AC6468.The orthometric height was determined by GPS observations and a
 AC6468.high-resolution geoid model.
 AC6468
 AC6468.GPS derived orthometric heights for airport stations designated as
 AC6468.PACS or SACS are published to 2 decimal places.  This maintains
 AC6468.centimeter relative accuracy between the PACS and SACS.  It does
 AC6468.not indicate centimeter accuracy relative to other marks which are
 AC6468.part of the NAVD 88 network.
 AC6468
 AC6468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6468
 AC6468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6468
 AC6468.The ellipsoidal height was determined by GPS observations
 AC6468.and is referenced to NAD 83.
 AC6468
 AC6468.The geoid height was determined by GEOID03.
 AC6468
 AC6468;                    North         East     Units Scale Factor Converg.
 AC6468;SPC TXSC     - 4,252,957.588   932,051.375   MT  0.99994570   +1 41 15.2
 AC6468;SPC TXSC     -13,953,245.02  3,057,905.22   sFT  0.99994570   +1 41 15.2
 AC6468;UTM  15      - 3,329,474.521   253,673.461   MT  1.00034866   -1 16 52.0
 AC6468
 AC6468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6468!SPC TXSC     -   0.99999704  x   0.99994570  =   0.99994274
 AC6468!UTM  15      -   0.99999704  x   1.00034866  =   1.00034570
 AC6468
 AC6468                          SUPERSEDED SURVEY CONTROL
 AC6468
 AC6468  ELLIP H (05/28/98)   19.00   (m)                       GP(       ) 4 2
 AC6468
 AC6468.Superseded values are not recommended for survey control.
 AC6468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6468.See file dsdata.txt to determine how the superseded data were derived.
 AC6468
 AC6468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5367329475(NAD 83)
 AC6468_MARKER: DD = SURVEY DISK
 AC6468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6468_STAMPING: DWH A 1990
 AC6468_MARK LOGO: NOS   
 AC6468_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6468+STABILITY: SURFACE MOTION
 AC6468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6468+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1994
 AC6468
 AC6468  HISTORY     - Date     Condition        Report By
 AC6468  HISTORY     - 1990     MONUMENTED       NOS
 AC6468  HISTORY     - 19941204 GOOD             NGS
 AC6468
 AC6468                          STATION DESCRIPTION
 AC6468
 AC6468'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (DRM)
 AC6468'THE STATION IS LOCATED AT THE DAVID WAYNE HOOKS MEMORIAL AIRPORT ON
 AC6468'THE NORTH END OF THE AIRPORT SOUTHWEST OF RUNWAY END 17R.  THE STATION
 AC6468'IS IN THE GRASS AREA TRIANGLE FORMED BY A DITCH AND THE TAXIWAY A
 AC6468'LEADING TO RUNWAY 17R FROM THE RAMP AREA AT THE NORTHWEST PART OF THE
 AC6468'AIRPORT.  THE STATION IS LOCATED 138.5 FT (42.2 M) SW OF THE CENTER OF
 AC6468'THE HOLD BAR WEST OF THE RUNWAY 27.2 FT (8.3 M) SW OF THE SW EDGE OF
 AC6468'THE TAXIWAY, AND 45.0 FT (13.7 M) S OF THE JUNCTION OF A SMALL PAVED
 AC6468'ROAD AND THE TAXIWAY.  THE STATION IS A STANDARD NOS DISK STAMPED DWH
 AC6468'A 1990 AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS SET FLUSH
 AC6468'WITH THE SURFACE.
 AC6468
 AC6468                          STATION RECOVERY (1994)
 AC6468
 AC6468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AC6468'THE STATION IS LOCATED AT THE DAVID WAYNE HOOKS MEMORIAL AIRPORT ON
 AC6468'THE NORTH END OF THE AIRPORT SOUTHWEST OF RUNWAY END 17R.  TO REACH
 AC6468'THE STATION, ENTER THE AIRPORT ACCESS ROAD SOUTH OF THE TERMINAL
 AC6468'BUILDING.  PROCEED WEST FOR 0.15 MI (0.24 KM) ON PARKING APRON TO
 AC6468'TAXIWAY LEADING NORTH.  TURN RIGHT (NORTH) ON TAXIWAY AND CONTINUE FOR
 AC6468'0.15 MI (0.24 KM) TO TAXIWAY A (2ND TAXIWAY SOUTH OF RUNWAY END 17R)
 AC6468'CROSSING RUNWAY 17R TO THE STATION ON THE LEFT.  THE STATION IS
 AC6468'LOCATED 138.5 FT (42.2 M) SOUTHWEST OF THE CENTER OF THE HOLD BAR WEST
 AC6468'OF THE RUNWAY, 45.0 FT (13.7 M) SOUTH OF THE JUNCTION OF A SMALL PAVED
 AC6468'ROAD AND THE TAXIWAY, 27.2 FT (8.3 M) SOUTHWEST OF THE SOUTHWEST EDGE
 AC6468'OF THE TAXIWAY, AND 20.0 FT (6.1 M) NORTH OF A CARSONITE WITNESS POST.
 AC6468'FOR ACCESS TO THE AIRPORT, CONTACT MR. ROGER SCHMIDT, GENERAL MANAGER,
 AC6468'P.O.  BOX 1509, TOMBALL, TEXAS 77377-1509, PHONE 713-376-5436.
 AC6468'STATION MARK RECOVERED 12-04-94, CHIEF OF PARTY, RONALD A.  ZEMAITIS,
 AC6468'NGS.  THIS STATION HAS BEEN SELECTED AS A SECONDARY AIRPORT CONTROL
 AC6468'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6469 ***********************************************************************
 AC6469  SACS        -  This is a Secondary Airport Control Station.
 AC6469  DESIGNATION -  DWH B
 AC6469  PID         -  AC6469
 AC6469  STATE/COUNTY-  TX/HARRIS
 AC6469  USGS QUAD   -  TOMBALL (1979)
 AC6469
 AC6469                         *CURRENT SURVEY CONTROL
 AC6469  ___________________________________________________________________
 AC6469* NAD 83(1993)-  30 03 14.71345(N)    095 33 05.76689(W)     ADJUSTED  
 AC6469* NAVD 88     -        43.43   (meters)     142.5    (feet)  GPS OBS   
 AC6469  ___________________________________________________________________
 AC6469  X           -    -534,526.723 (meters)                     COMP
 AC6469  Y           -  -5,499,353.578 (meters)                     COMP
 AC6469  Z           -   3,175,572.663 (meters)                     COMP
 AC6469  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AC6469  ELLIP HEIGHT-          15.79  (meters)          (07/11/01) GPS OBS
 AC6469  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AC6469
 AC6469  HORZ ORDER  -  FIRST
 AC6469  ELLP ORDER  -  FOURTH    CLASS II
 AC6469
 AC6469.This mark is at David Wayne Hooks Mem (DWH) Airport (DWH)
 AC6469
 AC6469.The horizontal coordinates were established by GPS observations
 AC6469.and adjusted by the National Geodetic Survey in May 1998..
 AC6469
 AC6469.The orthometric height was determined by GPS observations and a
 AC6469.high-resolution geoid model.
 AC6469
 AC6469.GPS derived orthometric heights for airport stations designated as
 AC6469.PACS or SACS are published to 2 decimal places.  This maintains
 AC6469.centimeter relative accuracy between the PACS and SACS.  It does
 AC6469.not indicate centimeter accuracy relative to other marks which are
 AC6469.part of the NAVD 88 network.
 AC6469
 AC6469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6469
 AC6469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6469
 AC6469.The ellipsoidal height was determined by GPS observations
 AC6469.and is referenced to NAD 83.
 AC6469
 AC6469.The geoid height was determined by GEOID03.
 AC6469
 AC6469;                    North         East     Units Scale Factor Converg.
 AC6469;SPC TXSC     - 4,251,026.355   932,474.999   MT  0.99994182   +1 41 21.9
 AC6469;SPC TXSC     -13,946,908.97  3,059,295.06   sFT  0.99994182   +1 41 21.9
 AC6469;UTM  15      - 3,327,523.154   253,996.641   MT  1.00034670   -1 16 42.7
 AC6469
 AC6469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6469!SPC TXSC     -   0.99999752  x   0.99994182  =   0.99993934
 AC6469!UTM  15      -   0.99999752  x   1.00034670  =   1.00034422
 AC6469
 AC6469                          SUPERSEDED SURVEY CONTROL
 AC6469
 AC6469  ELLIP H (05/28/98)   15.95   (m)                       GP(       ) 4 2
 AC6469
 AC6469.Superseded values are not recommended for survey control.
 AC6469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6469.See file dsdata.txt to determine how the superseded data were derived.
 AC6469
 AC6469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5399727523(NAD 83)
 AC6469_MARKER: DD = SURVEY DISK
 AC6469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6469_STAMPING: DWH B 1990
 AC6469_MARK LOGO: NOS   
 AC6469_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6469+STABILITY: SURFACE MOTION
 AC6469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6469+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1994
 AC6469
 AC6469  HISTORY     - Date     Condition        Report By
 AC6469  HISTORY     - 1990     MONUMENTED       NOS
 AC6469  HISTORY     - 19941204 GOOD             NGS
 AC6469
 AC6469                          STATION DESCRIPTION
 AC6469
 AC6469'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (DRM)
 AC6469'THE STATION IS LOCATED AT THE DAVID WAYNE HOOKS MEMORIAL AIRPORT AT
 AC6469'THE SOUTH END NEAR RUNWAY END 35L.  THE STATION IS LOCATED 47.1 FT
 AC6469'(14.4 M) WSW OF THE CL OF A N/S TAXIWAY (F) , 13.7 FT (4.2 M) SSE OF
 AC6469'THE SE EDGE OF A CONCRETE SIDEWALK LEADING TO THE EAST REIL FOR END
 AC6469'35L, AND 18.2 FT (5.5 M) SE OF THE REIL.  THE STATION IS A STANDARD
 AC6469'NOS DISK STAMPED DWH B 1990 AND SET IN THE TOP OF A CONCRETE MONUMENT
 AC6469'THAT IS SET FLUSH WITH THE GROUND.
 AC6469
 AC6469                          STATION RECOVERY (1994)
 AC6469
 AC6469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AC6469'THE STATION IS LOCATED AT THE DAVID WAYNE HOOKS MEMORIAL AIRPORT AT
 AC6469'THE SOUTH END NEAR RUNWAY END 35L.  TO REACH THE STATION FROM THE
 AC6469'TERMINAL BUILDING, ENTER THE AIRPORT ENTRANCE ROAD SOUTH OF THE
 AC6469'TERMINAL BUILDING.  PROCEED SOUTHEAST ON THE PARKING RAMP FOR 0.15 MI
 AC6469'(0.24 KM) TO THE WESTERN MOST OF 3 NORTH-SOUTH TAXIWAYS.  TURN LEFT
 AC6469'(SOUTH) ON THE TAXIWAY FOR 1.3 MI (2.1 KM) CROSSING RUNWAY END 35R TO
 AC6469'THE REIL ON THE LEFT AND THE STATION.  THE STATION IS LOCATED 47.1 FT
 AC6469'(14.4 M) WEST SOUTHWEST OF THE CENTERLINE OF NORTH-SOUTH TAXIWAY F,
 AC6469'13.7 FT (4.2 M) SOUTH SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE
 AC6469'SIDEWALK LEADING TO THE EAST REIL FOR END 35L, 18.2 FT (5.5 M)
 AC6469'SOUTHEAST OF THE REIL, AND 1.5 FT (0.5 M) SOUTH OF CARSONITE WITNESS
 AC6469'POST.  FOR ACCESS TO THE AIRPORT, CONTACT MR.  ROGER SCHMIDT, GENERAL
 AC6469'MANAGER, P.O.  BOX 1509, TOMBALL, TEXAS 77377-1509, PHONE
 AC6469'713-376-5436.  THIS STATION HAS BEEN SELECTED AS A SECONDARY AIRPORT
 AC6469'CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1479 ***********************************************************************
 DN1479  DESIGNATION -  DYE
 DN1479  PID         -  DN1479
 DN1479  STATE/COUNTY-  TX/MONTAGUE
 DN1479  USGS QUAD   -  MONTAGUE (1976)
 DN1479
 DN1479                         *CURRENT SURVEY CONTROL
 DN1479  ___________________________________________________________________
 DN1479* NAD 83(1993)-  33 40 31.30591(N)    097 37 52.22141(W)     ADJUSTED  
 DN1479* NAVD 88     -       401.8    (meters)    1318.     (feet)  VERTCON   
 DN1479  ___________________________________________________________________
 DN1479  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 DN1479  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DN1479
 DN1479  HORZ ORDER  -  THIRD
 DN1479
 DN1479.The horizontal coordinates were established by classical geodetic methods
 DN1479.and adjusted by the National Geodetic Survey in February 1996..
 DN1479
 DN1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1479
 DN1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1479
 DN1479.The geoid height was determined by GEOID03.
 DN1479
 DN1479;                    North         East     Units Scale Factor Converg.
 DN1479;SPC TXNC     - 2,223,082.680   680,564.066   MT  0.99993174   +0 28 25.9
 DN1479;SPC TXNC     - 7,293,563.76  2,232,817.27   sFT  0.99993174   +0 28 25.9
 DN1479;UTM  14      - 3,727,002.356   626,891.768   MT  0.99979850   +0 45 32.8
 DN1479
 DN1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1479!SPC TXNC     -   0.99994104  x   0.99993174  =   0.99987278
 DN1479!UTM  14      -   0.99994104  x   0.99979850  =   0.99973955
 DN1479
 DN1479                          SUPERSEDED SURVEY CONTROL
 DN1479
 DN1479  NAD 83(1993)-  33 40 31.30837(N)    097 37 52.21836(W) AD(       ) 3
 DN1479  NAD 83(1986)-  33 40 31.31075(N)    097 37 52.20867(W) AD(       ) 3
 DN1479  NGVD 29 (07/26/91)  401.7    (m)         1318.     (f) VERT ANG       
 DN1479
 DN1479.Superseded values are not recommended for survey control.
 DN1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1479.See file dsdata.txt to determine how the superseded data were derived.
 DN1479
 DN1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC2689227002(NAD 83)
 DN1479_MARKER: DS = TRIANGULATION STATION DISK
 DN1479_SETTING: 0 = UNSPECIFIED SETTING
 DN1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1479
 DN1479  HISTORY     - Date     Condition        Report By
 DN1479  HISTORY     - 1958     MONUMENTED       USGS
 DN1479  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN1479
 DN1479                          STATION DESCRIPTION
 DN1479
 DN1479'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1479'STATION IS 5.5 MI. E. OF MONTAGUE, TEXAS, 6.5 MI. E-SE. OF ST. JO,
 DN1479'TEXAS, IN MONTAGUE COUNTY, ABOUT 0.3 MI. N. OF TEXAS STATE HIGHWAY
 DN1479'59, ON THE HIGHEST POINT OF THE N. ONE OF TWO HILLS.
 DN1479'
 DN1479'STATION MARK--STANDARD TABLET SET IN POURED CONCRETE PROJECTING ABOUT
 DN1479'0.3 FT. AND STAMPED---DYE-ET 1958---.
 DN1479
 DN1479                          STATION RECOVERY (1995)
 DN1479
 DN1479'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0962 ***********************************************************************
 EN0962  DESIGNATION -  DYE
 EN0962  PID         -  EN0962
 EN0962  STATE/COUNTY-  TX/ARMSTRONG
 EN0962  USGS QUAD   -  LUTTRELL SPRINGS NE (1963)
 EN0962
 EN0962                         *CURRENT SURVEY CONTROL
 EN0962  ___________________________________________________________________
 EN0962* NAD 83(1993)-  34 53 55.61242(N)    101 21 59.40155(W)     ADJUSTED  
 EN0962* NAVD 88     -      1028.67   (+/-2cm)    3374.9    (feet)  VERTCON   
 EN0962  ___________________________________________________________________
 EN0962  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 EN0962  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EN0962
 EN0962  HORZ ORDER  -  THIRD
 EN0962  VERT ORDER  -  THIRD ? (See Below)
 EN0962
 EN0962.The horizontal coordinates were established by classical geodetic methods
 EN0962.and adjusted by the National Geodetic Survey in February 1996..
 EN0962
 EN0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0962.The vertical order pertains to the NGVD 29 superseded value.
 EN0962
 EN0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0962
 EN0962.The geoid height was determined by GEOID03.
 EN0962
 EN0962;                    North         East     Units Scale Factor Converg.
 EN0962;SPC TX N     - 1,099,716.766   212,201.326   MT  0.99995165   +0 04 38.5
 EN0962;SPC TX N     - 3,607,987.42    696,197.18   sFT  0.99995165   +0 04 38.5
 EN0962;UTM  14      - 3,864,374.128   283,765.929   MT  1.00017631   -1 21 16.1
 EN0962
 EN0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0962!SPC TX N     -   0.99984275  x   0.99995165  =   0.99979441
 EN0962!UTM  14      -   0.99984275  x   1.00017631  =   1.00001904
 EN0962
 EN0962                          SUPERSEDED SURVEY CONTROL
 EN0962
 EN0962  NAD 83(1993)-  34 53 55.61706(N)    101 21 59.39774(W) AD(       ) 3
 EN0962  NAD 83(1986)-  34 53 55.61850(N)    101 21 59.39362(W) AD(       ) 3
 EN0962  NGVD 29 (01/19/93) 1028.22   (m)         3373.4    (f) LEVELING    3  
 EN0962
 EN0962.Superseded values are not recommended for survey control.
 EN0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0962.See file dsdata.txt to determine how the superseded data were derived.
 EN0962
 EN0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8376664374(NAD 83)
 EN0962_MARKER: DD = SURVEY DISK
 EN0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0962+STABILITY: SURFACE MOTION
 EN0962
 EN0962  HISTORY     - Date     Condition        Report By
 EN0962  HISTORY     - 1953     MONUMENTED       USGS
 EN0962
 EN0962                          STATION DESCRIPTION
 EN0962
 EN0962'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 EN0962'STATION LOCATED ABOUT 14.0 MI. (AIRLINE) S. OF CLAUDE, TEXAS, 13.0
 EN0962'MI. NE. OF WAYSIDE, TEXAS, 600 FT. SW. OF A FENCE CORNER AND 80 FT.
 EN0962'S. OF FARM ROAD 284.
 EN0962'
 EN0962'TO REACH FROM THE W. SIDE OF THE COURTHOUSE SQUARE IN CLAUDE, GO S.
 EN0962'ON FARM ROAD 284 14.7 MI. TO A FENCE CORNER ON LEFT.  STATION IS
 EN0962'600 FT. SW. OF FENCE CORNER IN PASTURE LAND ON S. SIDE OF HIGHWAY.
 EN0962'
 EN0962'STATION MARK--STANDARD TABLET STAMPED---DYE 1953---, CEMENTED IN TOP
 EN0962'OF CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0826 ***********************************************************************
 AW0826  DESIGNATION -  DYERS RESET
 AW0826  PID         -  AW0826
 AW0826  STATE/COUNTY-  TX/HARRIS
 AW0826  USGS QUAD   -  HUMBLE (1995)
 AW0826
 AW0826                         *CURRENT SURVEY CONTROL
 AW0826  ___________________________________________________________________
 AW0826* NAD 83(1986)-  29 53 30.     (N)    095 15 27.     (W)     SCALED    
 AW0826* NAVD 88     -        16.457  (meters)      53.99   (feet)  ADJUSTED  
 AW0826  ___________________________________________________________________
 AW0826  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW0826  DYNAMIC HT  -          16.435 (meters)      53.92  (feet)  COMP
 AW0826  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 AW0826
 AW0826  VERT ORDER  -  FIRST     CLASS II
 AW0826
 AW0826.The horizontal coordinates were scaled from a topographic map and have
 AW0826.an estimated accuracy of +/- 6 seconds.
 AW0826
 AW0826.The orthometric height was determined by differential leveling
 AW0826.and adjusted by the National Geodetic Survey in June 1991..
 AW0826
 AW0826.The geoid height was determined by GEOID03.
 AW0826
 AW0826.The dynamic height is computed by dividing the NAVD 88
 AW0826.geopotential number by the normal gravity value computed on the
 AW0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0826.degrees latitude (g = 980.6199 gals.).
 AW0826
 AW0826.The modeled gravity was interpolated from observed gravity values.
 AW0826
 AW0826;                    North         East    Units  Estimated Accuracy
 AW0826;SPC TXSC     - 4,233,900.      961,400.      MT  (+/- 180 meters Scaled)
 AW0826
 AW0826                          SUPERSEDED SURVEY CONTROL
 AW0826
 AW0826  NGVD 29 (12/23/87)   16.455  (m)           53.99   (f) ADJUSTED    1 2
 AW0826
 AW0826.Superseded values are not recommended for survey control.
 AW0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0826.See file dsdata.txt to determine how the superseded data were derived.
 AW0826
 AW0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP820089(NAD 83)
 AW0826_MARKER: DS = TRIANGULATION STATION DISK
 AW0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0826_SP_SET: CONCRETE POST
 AW0826_STAMPING: DYERS 1952 1968
 AW0826_MARK LOGO: CGS   
 AW0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0826+STABILITY: SURFACE MOTION
 AW0826
 AW0826  HISTORY     - Date     Condition        Report By
 AW0826  HISTORY     - 1968     MONUMENTED       CGS
 AW0826  HISTORY     - 1973     GOOD             NGS
 AW0826  HISTORY     - 1978     GOOD             NGS
 AW0826  HISTORY     - 1987     GOOD             NGS
 AW0826
 AW0826                          STATION DESCRIPTION
 AW0826
 AW0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0826'0.6 MI W FROM DYERSDALE.
 AW0826'ABOUT 0.6 MILE WEST ALONG MOUNT HOUSTON ROAD FROM THE CROSSING OF THE
 AW0826'MISSOURI PACIFIC RAILROAD AT DYERSDALE, AT THE NORTH END OF A TRIANGLE
 AW0826'FORMED BY THE ABOVE ROAD AND FARM ROAD 527, 72 FEET WEST OF THE CENTER
 AW0826'LINE OF FARM ROAD 527, 26 FEET SOUTH OF THE CENTER LINE OF MT HOUSTON
 AW0826'ROAD, 13 1/2 FEET NORTH OF A TELEPHONE POLE WITH ONE GUY WIRE, 1 1/2
 AW0826'FEET NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AW0826'FLUSH WITH THE GROUND.  NOTE-- DO NOT REMOVE DATE FROM DESIGNATION.
 AW0826
 AW0826                          STATION RECOVERY (1978)
 AW0826
 AW0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0826'RECOVERED IN GOOD CONDITION.
 AW0826
 AW0826                          STATION RECOVERY (1987)
 AW0826
 AW0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5342 ***********************************************************************
 AW5342  DESIGNATION -  DYERS RESET
 AW5342  PID         -  AW5342
 AW5342  STATE/COUNTY-  TX/HARRIS
 AW5342  USGS QUAD   -  HUMBLE (1995)
 AW5342
 AW5342                         *CURRENT SURVEY CONTROL
 AW5342  ___________________________________________________________________
 AW5342* NAD 83(1993)-  29 53 29.97611(N)    095 15 27.58707(W)     ADJUSTED  
 AW5342* NAVD 88     -        17.80   (+/-2cm)      58.4    (feet)  VERTCON   
 AW5342  ___________________________________________________________________
 AW5342  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW5342  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW5342
 AW5342  HORZ ORDER  -  SECOND
 AW5342  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW5342
 AW5342.The horizontal coordinates were established by classical geodetic methods
 AW5342.and adjusted by the National Geodetic Survey in February 1996..
 AW5342
 AW5342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5342.The vertical order pertains to the NGVD 29 superseded value.
 AW5342
 AW5342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5342
 AW5342.The geoid height was determined by GEOID03.
 AW5342
 AW5342;                    North         East     Units Scale Factor Converg.
 AW5342;SPC TXSC     - 4,233,902.785   961,381.638   MT  0.99991031   +1 50 00.3
 AW5342;SPC TXSC     -13,890,729.39  3,154,132.92   sFT  0.99991031   +1 50 00.3
 AW5342;UTM  15      - 3,308,921.777   281,988.890   MT  1.00018644   -1 07 32.1
 AW5342
 AW5342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5342!SPC TXSC     -   1.00000151  x   0.99991031  =   0.99991182
 AW5342!UTM  15      -   1.00000151  x   1.00018644  =   1.00018795
 AW5342
 AW5342|---------------------------------------------------------------------|
 AW5342| PID    Reference Object                     Distance      Geod. Az  |
 AW5342|                                                           dddmmss.s |
 AW5342| AW3403 BL 333 USE                           26.774 METERS 05049     |
 AW5342| CV7114 DYERS AZ MK 2                                      0883359.2 |
 AW5342| AW6634 DYERS RM 2                           40.606 METERS 09243     |
 AW5342| AW0825 DYERS RM 1                           37.608 METERS 11750     |
 AW5342| CV7113 DYERS AZ MK                                        2715347.6 |
 AW5342| AW6632 HUMBLE MUNICIPAL TANK               APPROX.11.6 KM 3555503.0 |
 AW5342|---------------------------------------------------------------------|
 AW5342
 AW5342                          SUPERSEDED SURVEY CONTROL
 AW5342
 AW5342  NAD 83(1986)-  29 53 29.99111(N)    095 15 27.56852(W) AD(       ) 2
 AW5342  NAD 27      -  29 53 29.18710(N)    095 15 26.80511(W) AD(       ) 2
 AW5342  NGVD 29 (??/??/92)   17.798  (m)           58.39   (f) ADJ UNCH    2 0
 AW5342
 AW5342.Superseded values are not recommended for survey control.
 AW5342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5342.See file dsdata.txt to determine how the superseded data were derived.
 AW5342
 AW5342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8198908922(NAD 83)
 AW5342_MARKER: DS = TRIANGULATION STATION DISK
 AW5342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5342+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 AW5342
 AW5342  HISTORY     - Date     Condition        Report By
 AW5342  HISTORY     - 1952     MONUMENTED       CGS
 AW5342  HISTORY     - 1954     GOOD             CGS
 AW5342  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AW5342  HISTORY     - 1973     GOOD             NGS
 AW5342  HISTORY     - 20020306 GOOD             USPSQD
 AW5342
 AW5342                          STATION DESCRIPTION
 AW5342
 AW5342'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW5342'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF THE CENTER
 AW5342'OF HOUSTON, 10 MILES SOUTH OF HUMBLE, 10 MILES WEST-NORTHWEST
 AW5342'OF SHELDON AND 0.65 MILES NORTH OF THE DEPOT IN DYERSDALE.  IT IS
 AW5342'NEAR THE NORTH EDGE OF A TRIANGULAR-SHAPED PLOT OF GROUND, 58
 AW5342'FEET NORTHEAST OF THE CENTER OF THE CURVE OF FARM ROAD 527, 29
 AW5342'FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 14 FEET
 AW5342'NORTH OF A POWER LINE POLE AND 1.5 FEET NORTH OF A WITNESS
 AW5342'POST.  IT IS STAMPED DYERS 1952 AND IS SET FLUSH.
 AW5342'
 AW5342'REFERENCE MARK NO. 1 IS 60 FEET SOUTH OF A TELEPHONE POLE, 39
 AW5342'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 1 FOOT
 AW5342'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED DYERS NO 1 1952
 AW5342'AND PROJECTS 5 INCHES.
 AW5342'
 AW5342'REFERENCE MARK NO. 2 IS 42 FEET EAST OF A POWER LINE POLE, 27
 AW5342'FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 10 FEET
 AW5342'WEST OF THE CENTER OF A DRIVE-WAY TO A HOUSE AND 8 FEET SOUTHWEST
 AW5342'OF THE WEST END OF A GATE.
 AW5342'
 AW5342'A U.S. ENGINEER DEPARTMENT MARK WAS USED FOR REFERENCE MARK NO. 2.
 AW5342'IT IS A STANDARD U.S. ENGINEER DEPARTMENT MARK DISK SET IN THE
 AW5342'TOP OF A CONCRETE POST WHICH WAS MOLDED FROM A 6 INCH STOVE PIPE.
 AW5342'IT IS STAMPED BL 333 AND PROJECTS 2 INCHES.
 AW5342'
 AW5342'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW5342'NO. 2 IS 120.2 FEET.
 AW5342'
 AW5342'THE AZIMUTH MARK IS LOCATED 41 FEET NORTH OF THE CENTER OF
 AW5342'FARM ROAD 527, 7 FEET EAST OF THE CENTER OF A DRIVE-WAY TO
 AW5342'A BARN LOT, 2 FEET EAST OF THE EAST END OF A GATE AND 1 FOOT EAST
 AW5342'OF A WITNESS POST.  IT IS STAMPED DYERS 1952 AND PROJECTS
 AW5342'6 INCHES.
 AW5342'
 AW5342'TO REACH THE STATION FROM THE SCHOOLHOUSE IN SHELDON, GO SOUTHWEST
 AW5342'ON U.S. HIGHWAY 90 FOR 8.8 MILES TO FARM ROAD 527.  AT THIS POINT
 AW5342'U.S. HIGHWAY 90 CURVES TO THE SOUTH, GO WEST ON FARM ROAD 527
 AW5342'FOR 0.7 MILE TO A RAILROAD CROSSING.  CROSS THE RAILROAD AND
 AW5342'GO NORTHERLY ON FARM ROAD 527 FOR 5.7 MILES TO THE DYERSDALE
 AW5342'DEPOT ON THE RIGHT, CONTINUE NORTH ON FARM ROAD 527 FOR 0.65
 AW5342'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 AW5342'
 AW5342'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON FARM
 AW5342'ROAD 527 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 AW5342'DESCRIBED.
 AW5342'
 AW5342'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW5342
 AW5342                          STATION RECOVERY (1954)
 AW5342
 AW5342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW5342'0.65 MILE NORTH ALONG FARM ROAD 527 FROM THE BEAUMONT, SOUR LAKE
 AW5342'AND WESTERN RAILROAD STATION AT DYERSDALE, 56 FEET NORTHEAST
 AW5342'OF THE CENTER LINE OF THE FARM ROAD, 27 FEET SOUTH OF THE CENTER
 AW5342'LINE OF MT. HOUSTON ROAD, 13.3 FEET NORTH OF A TELEPHONE POLE,
 AW5342'1.1 FEET NORTHEAST OF A WITNESS POST, A TRIANGULATION STATION
 AW5342'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AW5342'GROUND, STAMPED DYERS 1952.
 AW5342'
 AW5342'DYERS R.M. 1 IS 123.4 FEET SOUTHEAST OF TRIANGULATION STATION
 AW5342'DYERS 1952, 102 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD,
 AW5342'87 FEET SOUTH OF THE CENTER LINE OF MT. HOUSTON ROAD, 59 FEET
 AW5342'SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, A REFERENCE
 AW5342'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AW5342'0.3 FOOT ABOVE THE GROUND, STAMPED DYERS NO 1 1952.
 AW5342
 AW5342                          STATION RECOVERY (1968)
 AW5342
 AW5342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW5342'THE STATION UNDERGROUND MARK AND REFERENCE MARK 1 WERE RECOVERED
 AW5342'IN GOOD CONDITION.  THE TOP OF THE STATION MONUMENT HAD BEEN
 AW5342'BROKEN OFF.  THE U.S.E. MONUMENT (BL 333) USED AS R.M. 2 AND
 AW5342'THE AZIMUTH MARK WERE NOT FOUND.  THE CONSTRUCTION OF A DRAINAGE
 AW5342'DITCH ON THE NORTH SIDE OF THE EAST-WEST ROAD EVIDENTLY DESTROYED
 AW5342'THESE MARKS.  A NEW SURFACE MONUMENT WAS SET FOR THE STATION
 AW5342'MARK, REFERENCE MARK 2 AND A NEW AZIMUTH MARK WERE ESTABLISHED
 AW5342'AT THIS TIME.  DUE TO OVER HEAD POWER LINES A TOWER COULD NOT BE
 AW5342'BUILT OVER THE STATION MARK.  REFERENCE MARK 2 WAS OCCUPIED
 AW5342'AND A TRAVERSE CONNECTION WAS MADE TO THE STATION MARK.  SEE
 AW5342'DESCRIPTION THEREOF.
 AW5342'
 AW5342'THE STATION IS LOCATED ON HIGHWAY PROPERTY, ABOUT 8 MILES
 AW5342'WEST-NORTHWEST OF SHELDON, 7 MILES SOUTH OF HUMBLE, 9 MILES
 AW5342'NORTH AND 6-1/2 MILES EAST OF THE CENTER OF HOUSTON AND AT THE
 AW5342'T-INTERSECTION OF E. MT. HOUSTON AND E. HOUSTON ROADS.
 AW5342'
 AW5342'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 AW5342'E. MT. HOUSTON ROAD WHICH IS ABOUT 8 MILES SOUTH-SOUTHWEST OF
 AW5342'HUMBLE, GO EAST ON E. MT. HOUSTON ROAD FOR 3.65 MILES TO THE
 AW5342'STATION ON THE RIGHT.
 AW5342'
 AW5342'THE STATION MARK IS A STANDARD DISK STAMPED DYERS 1952 1968, SET
 AW5342'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW5342'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 75 FEET WEST OF THE
 AW5342'CENTER OF E HOUSTON ROAD, 26 FEET SOUTH OF THE CENTER OF E MT
 AW5342'HOUSTON ROAD, 13 FEET NORTH-NORTHWEST OF A GUYED TELEPHONE POLE
 AW5342'AND 1.2 FEET NORTH OF A METAL WITNESS POST.
 AW5342'
 AW5342'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DYERS NO 1 1952, SET
 AW5342'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AW5342'4 INCHES ABOVE THE GROUND.  IT IS 39 FEET EAST OF THE CENTER OF E
 AW5342'HOUSTON ROAD, 27 FEET SOUTH OF TELEPHONE POLE NO. 12100 AND 0.5
 AW5342'FOOT WEST OF A NORTH-SOUTH WIRE FENCE.
 AW5342
 AW5342                          STATION RECOVERY (1973)
 AW5342
 AW5342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRG)
 AW5342'THE STATION AND R.M. 1 WAS RECOVERED AND IN GOOD CONDITION.  BL
 AW5342'333 (USE) WHICH WAS USED FOR R.M. 2 WAS SEARCHED FOR BUT NOT
 AW5342'RECOVERED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 AW5342'
 AW5342'THE STATION AND R.M. 1 MAY BE REACHED BY GOING WEST ALONG
 AW5342'MOUNT HOUSTON ROAD FOR 0.6 MILE FROM THE CROSSING OF THE MISSOURI
 AW5342'PACIFIC RAILROAD AT DYERSDALE, THE STATION IS AT THE NORTH END OF
 AW5342'A TRIANGLE FORMED BY THE ABOVE MENTIONED ROAD AND FARM ROAD 527,
 AW5342'72 FEET WEST OF THE CENTER LINE OF FARM ROAD 527, 26 FEET SOUTH
 AW5342'OF THE CENTER LINE OF MOUNT HOUSTON ROAD, 13-1/2 FEET NORTH OF A
 AW5342'TELEPHONE POLE WITH ONE GUY WIRE, 1-1/2 FEET NORTH OF A
 AW5342'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH
 AW5342'WITH THE GROUND.  THE DISK IS STAMPED DYERS 1952 1968.
 AW5342'
 AW5342'R.M. 1 IS 123.4 FEET SOUTHEAST OF THE STATION MARK, 39 FEET EAST
 AW5342'OF THE CENTER LINE OF THE FARM ROAD, 83 FEET SOUTH OF THE CENTER
 AW5342'LINE OF MOUNT HOUSTON ROAD, 27 FEET SOUTH OF A POWER POLE WITH
 AW5342'ONE GUY WIRE, 1 FOOT EAST OF A METAL WITNESS POST, SET IN THE
 AW5342'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF
 AW5342'THE GROUND.  THE DISK IS STAMPED DYERS NO 1 1952.
 AW5342'
 AW5342'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE
 AW5342'WEST OF DYERSDALE
 AW5342
 AW5342                          STATION RECOVERY (2002)
 AW5342
 AW5342'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AW5342'RM'S AND AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0825 ***********************************************************************
 AW0825  DESIGNATION -  DYERS RM 1
 AW0825  PID         -  AW0825
 AW0825  STATE/COUNTY-  TX/HARRIS
 AW0825  USGS QUAD   -  HUMBLE (1995)
 AW0825
 AW0825                         *CURRENT SURVEY CONTROL
 AW0825  ___________________________________________________________________
 AW0825* NAD 83(1986)-  29 53 30.     (N)    095 15 28.     (W)     SCALED    
 AW0825* NAVD 88     -        16.573  (meters)      54.37   (feet)  ADJUSTED  
 AW0825  ___________________________________________________________________
 AW0825  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW0825  DYNAMIC HT  -          16.550 (meters)      54.30  (feet)  COMP
 AW0825  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 AW0825
 AW0825  VERT ORDER  -  FIRST     CLASS II
 AW0825
 AW0825.The horizontal coordinates were scaled from a topographic map and have
 AW0825.an estimated accuracy of +/- 6 seconds.
 AW0825
 AW0825.The orthometric height was determined by differential leveling
 AW0825.and adjusted by the National Geodetic Survey in June 1991..
 AW0825
 AW0825.The geoid height was determined by GEOID03.
 AW0825
 AW0825.The dynamic height is computed by dividing the NAVD 88
 AW0825.geopotential number by the normal gravity value computed on the
 AW0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0825.degrees latitude (g = 980.6199 gals.).
 AW0825
 AW0825.The modeled gravity was interpolated from observed gravity values.
 AW0825
 AW0825;                    North         East    Units  Estimated Accuracy
 AW0825;SPC TXSC     - 4,233,900.      961,370.      MT  (+/- 180 meters Scaled)
 AW0825
 AW0825                          SUPERSEDED SURVEY CONTROL
 AW0825
 AW0825  NGVD 29 (12/23/87)   16.571  (m)           54.37   (f) ADJUSTED    1 2
 AW0825
 AW0825.Superseded values are not recommended for survey control.
 AW0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0825.See file dsdata.txt to determine how the superseded data were derived.
 AW0825
 AW0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP819089(NAD 83)
 AW0825_MARKER: DR = REFERENCE MARK DISK
 AW0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0825_SP_SET: CONCRETE POST
 AW0825_STAMPING: DYERS NO 1 1952
 AW0825_MARK LOGO: CGS   
 AW0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0825+STABILITY: SURFACE MOTION
 AW0825
 AW0825  HISTORY     - Date     Condition        Report By
 AW0825  HISTORY     - 1952     MONUMENTED       CGS
 AW0825  HISTORY     - 1973     GOOD             NGS
 AW0825  HISTORY     - 1978     GOOD             NGS
 AW0825  HISTORY     - 1987     GOOD             NGS
 AW0825
 AW0825                          STATION DESCRIPTION
 AW0825
 AW0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0825'0.6 MI W FROM DYERSDALE.
 AW0825'ABOUT 0.6 MILE WEST ALONG MT. HOUSTON ROAD FROM THE INTERSECTION OF
 AW0825'THE ROAD AND THE MISSOURI PACIFIC RAILROAD AT DYERSDALE, AT THE
 AW0825'JUNCTION OF FARM ROAD 527, 123.4 FEET SOUTHEAST OF THE STATION MARK
 AW0825'DESCRIBED, 39 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 83 FEET
 AW0825'SOUTH OF THE CENTER LINE OF MT HOUSTON ROAD, 1/2 FOOT WEST OF A FENCE
 AW0825'LINE, 27 FEET SOUTH OF A POWER POLE WITH ONE GUY WIRE, 1 FOOT EAST OF
 AW0825'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 AW0825'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 AW0825
 AW0825                          STATION RECOVERY (1978)
 AW0825
 AW0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0825'RECOVERED IN GOOD CONDITION.
 AW0825
 AW0825                          STATION RECOVERY (1987)
 AW0825
 AW0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6634 ***********************************************************************
 AW6634  DESIGNATION -  DYERS RM 2
 AW6634  PID         -  AW6634
 AW6634  STATE/COUNTY-  TX/HARRIS
 AW6634  USGS QUAD   -  HUMBLE (1995)
 AW6634
 AW6634                         *CURRENT SURVEY CONTROL
 AW6634  ___________________________________________________________________
 AW6634* NAD 83(1993)-  29 53 29.91343(N)    095 15 26.07536(W)     ADJUSTED  
 AW6634* NAVD 88     -        17.20   (+/-2cm)      56.4    (feet)  VERTCON   
 AW6634  ___________________________________________________________________
 AW6634  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW6634  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6634
 AW6634  HORZ ORDER  -  FIRST
 AW6634  VERT ORDER  -  THIRD ? (See Below)
 AW6634
 AW6634.The horizontal coordinates were established by classical geodetic methods
 AW6634.and adjusted by the National Geodetic Survey in February 1996..
 AW6634
 AW6634.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6634.The vertical order pertains to the NGVD 29 superseded value.
 AW6634
 AW6634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6634
 AW6634.The geoid height was determined by GEOID03.
 AW6634
 AW6634;                    North         East     Units Scale Factor Converg.
 AW6634;SPC TXSC     - 4,233,902.153   961,422.235   MT  0.99991031   +1 50 01.0
 AW6634;SPC TXSC     -13,890,727.31  3,154,266.12   sFT  0.99991031   +1 50 01.0
 AW6634;UTM  15      - 3,308,919.050   282,029.412   MT  1.00018623   -1 07 31.3
 AW6634
 AW6634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6634!SPC TXSC     -   1.00000160  x   0.99991031  =   0.99991191
 AW6634!UTM  15      -   1.00000160  x   1.00018623  =   1.00018783
 AW6634
 AW6634                          SUPERSEDED SURVEY CONTROL
 AW6634
 AW6634  NAD 83(1986)-  29 53 29.92842(N)    095 15 26.05686(W) AD(       ) 1
 AW6634  NAD 27      -  29 53 29.12442(N)    095 15 25.29341(W) AD(       ) 1
 AW6634  NGVD 29 (07/19/86)   17.20   (m)           56.4    (f) LEVELING    3  
 AW6634
 AW6634.Superseded values are not recommended for survey control.
 AW6634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6634.See file dsdata.txt to determine how the superseded data were derived.
 AW6634
 AW6634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8202908919(NAD 83)
 AW6634_MARKER: DR = REFERENCE MARK DISK
 AW6634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6634
 AW6634  HISTORY     - Date     Condition        Report By
 AW6634  HISTORY     - 1968     MONUMENTED       CGS
 AW6634  HISTORY     - 1972     GOOD             LOCENG
 AW6634
 AW6634                          STATION DESCRIPTION
 AW6634
 AW6634'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6634'DYERS 1952 1968 IS A TRAVERSE DISTANCE.
 AW6634'
 AW6634'THE STATION IS LOCATED ON HIGHWAY PROPERTY, ABOUT 8 MILES
 AW6634'WEST-NORTHWEST OF SHELDON, 7 MILES SOUTH OF HUMBLE, 9 MILES NORTH
 AW6634'AND 6-1/2 MILES EAST OF THE CENTER OF HOUSTON AND AT THE
 AW6634'T-INTERSECTION OF E. MT. HOUSTON AND E. HOUSTON ROADS.
 AW6634'
 AW6634'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND E.
 AW6634'MT. HOUSTON ROAD WHICH IS ABOUT 8 MILES SOUTH-SOUTHWEST OF HUMBLE,
 AW6634'GO EAST ON E. MT. HOUSTON ROAD FOR 3.65 MILES TO THE STATION ON THE
 AW6634'RIGHT.
 AW6634'
 AW6634'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED DYERS 1952
 AW6634'RM 2 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6634'WHICH IS FLUSH WITH THE GROUND.  IT IS 64 FEET EAST OF THE CENTER
 AW6634'OF E. HOUSTON ROAD, 35 FEET NORTHEAST OF TELEPHONE POLE NO. 12100,
 AW6634'34 FEET SOUTH OF THE CENTER OF E. MT. HOUSTON ROAD AND 26 FEET
 AW6634'NORTH OF AN EAST-WEST WIRE FENCE.
 AW6634'
 AW6634'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DYERS 1952 RM 2 1968,
 AW6634'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW6634'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 72 FEET SOUTH-SOUTHEAST OF
 AW6634'A POWER LINE POLE, 57.2 FEET WEST OF THE WEST RAIL OF RAILROAD
 AW6634'TRACKS (MAIN TRACK), 50.4 NORTH OF A RAILROAD SIGNAL (WEST SIGNAL),
 AW6634'40 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 28 FEET NORTH OF
 AW6634'THE CENTER OF E. MT. HOUSTON ROAD.
 AW6634'
 AW6634'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON E. MT. HOUSTON
 AW6634'ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT, JUST BEFORE
 AW6634'REACHING THE RAILROAD TRACKS.
 AW6634'
 AW6634'NOTE--FOR ADDITIONAL INFORMATION SEE DESCRIPTION (RECOVERY) OF
 AW6634'DYERS.
 AW6634'
 AW6634'HEIGHT OF LIGHT ABOVE STATION MARK 38.4 METERS.
 AW6634
 AW6634                          STATION RECOVERY (1972)
 AW6634
 AW6634'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (GW)
 AW6634'DYERS RM 2 1968 RECOVERED GOOD.
 AW6634'
 AW6634'NOTE--ALSO LOCATED STATION IN GOOD COND.
 AW6634'
 AW6634'DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MI E. CENTER OF
 AW6634'HOUSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1130 ***********************************************************************
 CT1130  DESIGNATION -  DYESS AFB COMM BLDG RADIO MAST
 CT1130  PID         -  CT1130
 CT1130  STATE/COUNTY-  TX/TAYLOR
 CT1130  USGS QUAD   -  ABILENE WEST (1987)
 CT1130
 CT1130                         *CURRENT SURVEY CONTROL
 CT1130  ___________________________________________________________________
 CT1130* NAD 83(1993)-  32 25 13.20094(N)    099 50 04.66310(W)     ADJUSTED  
 CT1130* NAVD 88     -                                                        
 CT1130  ___________________________________________________________________
 CT1130  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CT1130  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CT1130
 CT1130  HORZ ORDER  -  THIRD
 CT1130
 CT1130.The horizontal coordinates were established by classical geodetic methods
 CT1130.and adjusted by the National Geodetic Survey in February 1996..
 CT1130
 CT1130
 CT1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1130
 CT1130.The geoid height was determined by GEOID03.
 CT1130
 CT1130;                    North         East     Units Scale Factor Converg.
 CT1130;SPC TXNC     - 2,084,372.420   474,477.276   MT  0.99993288   -0 43 40.4
 CT1130;SPC TXNC     - 6,838,478.51  1,556,680.86   sFT  0.99993288   -0 43 40.4
 CT1130;UTM  14      - 3,587,334.497   421,525.445   MT  0.99967594   -0 26 51.0
 CT1130
 CT1130                          SUPERSEDED SURVEY CONTROL
 CT1130
 CT1130  NAD 83(1986)-  32 25 13.20790(N)    099 50 04.65098(W) AD(       ) 4
 CT1130  NAD 27      -  32 25 12.75400(N)    099 50 03.32600(W) AD(       ) 3
 CT1130
 CT1130.Superseded values are not recommended for survey control.
 CT1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1130.See file dsdata.txt to determine how the superseded data were derived.
 CT1130
 CT1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA2152587334(NAD 83)
 CT1130_MARKER: 42 = RADIO/TV MAST
 CT1130
 CT1130  HISTORY     - Date     Condition        Report By
 CT1130  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1130
 CT1130                          STATION DESCRIPTION
 CT1130
 CT1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1130'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS ON THE
 CT1130'EAST SIDE OF DYESS AIR FORCE BASE AND ON THE NORTH SIDE OF
 CT1130'THE COMMUNICATIONS BUILDING.  (BLDG NO. 7318)
 CT1130'
 CT1130'THE MAST IS A SLENDER GUYED RED AND WHITE STEEL STRUCTURE
 CT1130'WITH TWO LIGHT AND A WHIP ANTENNA ON THE TOP BUT THEY ARE
 CT1130'NOT ON THE TOP CENTER OF THE MAST.  THE MAST IS 140 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1155 ***********************************************************************
 CT1155  DESIGNATION -  DYESS AFB NW SSB RADIO MAST
 CT1155  PID         -  CT1155
 CT1155  STATE/COUNTY-  TX/TAYLOR
 CT1155  USGS QUAD   -  MERKEL EAST (1984)
 CT1155
 CT1155                         *CURRENT SURVEY CONTROL
 CT1155  ___________________________________________________________________
 CT1155* NAD 83(1993)-  32 25 02.17090(N)    099 52 47.82139(W)     ADJUSTED  
 CT1155* NAVD 88     -                                                        
 CT1155  ___________________________________________________________________
 CT1155  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CT1155  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CT1155
 CT1155  HORZ ORDER  -  THIRD
 CT1155
 CT1155.The horizontal coordinates were established by classical geodetic methods
 CT1155.and adjusted by the National Geodetic Survey in February 1996..
 CT1155
 CT1155
 CT1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1155
 CT1155.The geoid height was determined by GEOID03.
 CT1155
 CT1155;                    North         East     Units Scale Factor Converg.
 CT1155;SPC TXNC     - 2,084,087.775   470,210.514   MT  0.99993347   -0 45 09.4
 CT1155;SPC TXNC     - 6,837,544.64  1,542,682.33   sFT  0.99993347   -0 45 09.4
 CT1155;UTM  14      - 3,587,029.034   417,261.208   MT  0.99968442   -0 28 18.3
 CT1155
 CT1155                          SUPERSEDED SURVEY CONTROL
 CT1155
 CT1155  NAD 83(1986)-  32 25 02.17779(N)    099 52 47.80908(W) AD(       ) 4
 CT1155  NAD 27      -  32 25 01.72600(N)    099 52 46.48100(W) AD(       ) 3
 CT1155
 CT1155.Superseded values are not recommended for survey control.
 CT1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1155.See file dsdata.txt to determine how the superseded data were derived.
 CT1155
 CT1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1726187029(NAD 83)
 CT1155_MARKER: 42 = RADIO/TV MAST
 CT1155
 CT1155  HISTORY     - Date     Condition        Report By
 CT1155  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1155
 CT1155                          STATION DESCRIPTION
 CT1155
 CT1155'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1154 ***********************************************************************
 CT1154  DESIGNATION -  DYESS AFB SE SSB RADIO MAST
 CT1154  PID         -  CT1154
 CT1154  STATE/COUNTY-  TX/TAYLOR
 CT1154  USGS QUAD   -  MERKEL EAST (1984)
 CT1154
 CT1154                         *CURRENT SURVEY CONTROL
 CT1154  ___________________________________________________________________
 CT1154* NAD 83(1993)-  32 24 56.84943(N)    099 52 32.95417(W)     ADJUSTED  
 CT1154* NAVD 88     -                                                        
 CT1154  ___________________________________________________________________
 CT1154  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CT1154  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CT1154
 CT1154  HORZ ORDER  -  THIRD
 CT1154
 CT1154.The horizontal coordinates were established by classical geodetic methods
 CT1154.and adjusted by the National Geodetic Survey in February 1996..
 CT1154
 CT1154
 CT1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1154
 CT1154.The geoid height was determined by GEOID03.
 CT1154
 CT1154;                    North         East     Units Scale Factor Converg.
 CT1154;SPC TXNC     - 2,083,918.783   470,596.766   MT  0.99993375   -0 45 01.3
 CT1154;SPC TXNC     - 6,836,990.21  1,543,949.56   sFT  0.99993375   -0 45 01.3
 CT1154;UTM  14      - 3,586,861.979   417,648.188   MT  0.99968363   -0 28 10.3
 CT1154
 CT1154                          SUPERSEDED SURVEY CONTROL
 CT1154
 CT1154  NAD 83(1986)-  32 24 56.85628(N)    099 52 32.94183(W) AD(       ) 4
 CT1154  NAD 27      -  32 24 56.40300(N)    099 52 31.61400(W) AD(       ) 3
 CT1154
 CT1154.Superseded values are not recommended for survey control.
 CT1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1154.See file dsdata.txt to determine how the superseded data were derived.
 CT1154
 CT1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1764886862(NAD 83)
 CT1154_MARKER: 42 = RADIO/TV MAST
 CT1154
 CT1154  HISTORY     - Date     Condition        Report By
 CT1154  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1154
 CT1154                          STATION DESCRIPTION
 CT1154
 CT1154'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1572 ***********************************************************************
 BL1572  DESIGNATION -  E 1
 BL1572  PID         -  BL1572
 BL1572  STATE/COUNTY-  TX/HARRIS
 BL1572  USGS QUAD   -  HOCKLEY (1980)
 BL1572
 BL1572                         *CURRENT SURVEY CONTROL
 BL1572  ___________________________________________________________________
 BL1572* NAD 83(1986)-  30 01 46.     (N)    095 50 40.     (W)     SCALED    
 BL1572* NAVD 88     -        67.183  (meters)     220.42   (feet)  ADJUSTED  
 BL1572  ___________________________________________________________________
 BL1572  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1572  DYNAMIC HT  -          67.092 (meters)     220.12  (feet)  COMP
 BL1572  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 BL1572
 BL1572  VERT ORDER  -  FIRST     CLASS II
 BL1572
 BL1572.The horizontal coordinates were scaled from a topographic map and have
 BL1572.an estimated accuracy of +/- 6 seconds.
 BL1572
 BL1572.The orthometric height was determined by differential leveling
 BL1572.and adjusted by the National Geodetic Survey in June 1991..
 BL1572
 BL1572.The geoid height was determined by GEOID03.
 BL1572
 BL1572.The dynamic height is computed by dividing the NAVD 88
 BL1572.geopotential number by the normal gravity value computed on the
 BL1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1572.degrees latitude (g = 980.6199 gals.).
 BL1572
 BL1572.The modeled gravity was interpolated from observed gravity values.
 BL1572
 BL1572;                    North         East    Units  Estimated Accuracy
 BL1572;SPC TXSC     - 4,247,500.      904,320.      MT  (+/- 180 meters Scaled)
 BL1572
 BL1572                          SUPERSEDED SURVEY CONTROL
 BL1572
 BL1572  NGVD 29 (12/23/87)   67.175  (m)          220.39   (f) ADJUSTED    1 2
 BL1572
 BL1572.Superseded values are not recommended for survey control.
 BL1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1572.See file dsdata.txt to determine how the superseded data were derived.
 BL1572
 BL1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP256254(NAD 83)
 BL1572_MARKER: DD = SURVEY DISK
 BL1572_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL1572_SP_SET: HEADWALL
 BL1572_STAMPING: E 1
 BL1572_MARK LOGO: HCFC  
 BL1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1572+STABILITY: SURFACE MOTION
 BL1572
 BL1572  HISTORY     - Date     Condition        Report By
 BL1572  HISTORY     - UNK      MONUMENTED       HCFC
 BL1572  HISTORY     - 1973     GOOD             NGS
 BL1572  HISTORY     - 1978     GOOD             NGS
 BL1572  HISTORY     - 1986     GOOD             NGS
 BL1572  HISTORY     - 1987     GOOD             USPSQD
 BL1572  HISTORY     - 1987     GOOD             USPSQD
 BL1572
 BL1572                          STATION DESCRIPTION
 BL1572
 BL1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1572'0.15 MI N FROM HOCKLEY.
 BL1572'ABOUT 0.15 MILE NORTH ALONG HEGAR RD. FROM THE JUNCTION OF US HIGHWAY
 BL1572'290 AND HEGAR RD., SET IN THE TOP CENTER OF THE EAST CONCRETE HEADWALL
 BL1572'OF A CONCRETE BRIDGE OVER LITTLE CYPRESS CREEK, 1.3 FEET EAST OF THE
 BL1572'CENTER LINE OF THE ROAD, 1.7 FEET WEST OF THE EAST CONCRETE GUARD
 BL1572'RAIL, AND ABOUT 0.6 FOOT ABOVE THE LEVEL OF THE ROAD.
 BL1572
 BL1572                          STATION RECOVERY (1978)
 BL1572
 BL1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1572'RECOVERED IN GOOD CONDITION.
 BL1572
 BL1572                          STATION RECOVERY (1986)
 BL1572
 BL1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1572'RECOVERED IN GOOD CONDITION.
 BL1572
 BL1572                          STATION RECOVERY (1987)
 BL1572
 BL1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 BL1572'RECOVERED IN GOOD CONDITION.
 BL1572
 BL1572                          STATION RECOVERY (1987)
 BL1572
 BL1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0110 ***********************************************************************
 BL0110  DESIGNATION -  E 100
 BL0110  PID         -  BL0110
 BL0110  STATE/COUNTY-  TX/JASPER
 BL0110  USGS QUAD   -  PACE HILL (1984)
 BL0110
 BL0110                         *CURRENT SURVEY CONTROL
 BL0110  ___________________________________________________________________
 BL0110* NAD 83(1986)-  30 53 36.     (N)    094 07 37.     (W)     SCALED    
 BL0110* NAVD 88     -        44.40   (+/-2cm)     145.7    (feet)  VERTCON   
 BL0110  ___________________________________________________________________
 BL0110  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BL0110
 BL0110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0110
 BL0110.The horizontal coordinates were scaled from a topographic map and have
 BL0110.an estimated accuracy of +/- 6 seconds.
 BL0110
 BL0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0110.The vertical order pertains to the NGVD 29 superseded value.
 BL0110
 BL0110.The geoid height was determined by GEOID03.
 BL0110
 BL0110;                    North         East    Units  Estimated Accuracy
 BL0110;SPC TX C     - 3,152,530.    1,293,020.      MT  (+/- 180 meters Scaled)
 BL0110
 BL0110                          SUPERSEDED SURVEY CONTROL
 BL0110
 BL0110  NGVD 29 (??/??/92)   44.399  (m)          145.67   (f) ADJ UNCH    2 0
 BL0110
 BL0110.Superseded values are not recommended for survey control.
 BL0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0110.See file dsdata.txt to determine how the superseded data were derived.
 BL0110
 BL0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ922183(NAD 83)
 BL0110_MARKER: DB = BENCH MARK DISK
 BL0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0110_STAMPING: E 100 1952
 BL0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0110+STABILITY: SURFACE MOTION
 BL0110
 BL0110  HISTORY     - Date     Condition        Report By
 BL0110  HISTORY     - 1952     MONUMENTED       CGS
 BL0110  HISTORY     - 1978     GOOD             USGS
 BL0110
 BL0110                          STATION DESCRIPTION
 BL0110
 BL0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0110'9.3 MI W FROM JASPER.
 BL0110'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0110'THENCE 0.65 MILE WEST ALONG AN OILED ROAD, THENCE 2.15 MILES SOUTH
 BL0110'ALONG AN OILED ROAD, 185 FEET WEST OF THE CENTER LINE OF THE ROAD, 76
 BL0110'FEET WEST OF THE NORTHEAST CORNER OF A WHITE HOUSE, 46 FEET NORTHWEST
 BL0110'OF A FENCE CORNER, 30 FEET SOUTH OF THE CENTER LINE OF A GRAVELED
 BL0110'DRIVEWAY, 22 FEET NORTHWEST OF A CHINA TREE, 1.2 FEET WEST OF A
 BL0110'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BL0110'FOOT ABOVE THE GROUND.
 BL0110
 BL0110                          STATION RECOVERY (1978)
 BL0110
 BL0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0110'JASPER, INTERSECTION OF U. S. HWY. 190 AND U. S. HWY. 96, 8.3 MILES
 BL0110'SOUTHWEST ALONG U. S. HWY. 190 TO JUNCTION WITH F. M. ROAD 1747,
 BL0110'THENCE 2.1 MILES NORTH ALONG F. M. ROAD 1747 TO A LANE WEST. 185 FT.
 BL0110'WEST OF F. M. ROAD 1747, 33 FT. SOUTH OF THE LANE. IN A CONCRETE POST
 BL0110'PROJECTING 0.3 FT. ABOVE GROUND. STANDARD TABLET STAMPED E 100 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0098 ***********************************************************************
 AY0098  DESIGNATION -  E 1001
 AY0098  PID         -  AY0098
 AY0098  STATE/COUNTY-  TX/BEXAR
 AY0098  USGS QUAD   -  LONGHORN (1992)
 AY0098
 AY0098                         *CURRENT SURVEY CONTROL
 AY0098  ___________________________________________________________________
 AY0098* NAD 83(1986)-  29 37 16.     (N)    098 28 46.     (W)     SCALED    
 AY0098* NAVD 88     -       310.785  (meters)    1019.63   (feet)  POSTED    
 AY0098  ___________________________________________________________________
 AY0098  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AY0098  DYNAMIC HT  -         310.330 (meters)    1018.14  (feet)  COMP
 AY0098  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 AY0098
 AY0098  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0098
 AY0098.The horizontal coordinates were scaled from a topographic map and have
 AY0098.an estimated accuracy of +/- 6 seconds.
 AY0098
 AY0098.The orthometric height was determined by differential leveling
 AY0098.and adjusted by the National Geodetic Survey in 1992..
 AY0098.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0098.rate of 0.0 thru 1.0 mm/km.
 AY0098
 AY0098.The geoid height was determined by GEOID03.
 AY0098
 AY0098.The dynamic height is computed by dividing the NAVD 88
 AY0098.geopotential number by the normal gravity value computed on the
 AY0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0098.degrees latitude (g = 980.6199 gals.).
 AY0098
 AY0098.The modeled gravity was interpolated from observed gravity values.
 AY0098
 AY0098;                    North         East    Units  Estimated Accuracy
 AY0098;SPC TXSC     - 4,198,250.      650,410.      MT  (+/- 180 meters Scaled)
 AY0098
 AY0098                          SUPERSEDED SURVEY CONTROL
 AY0098
 AY0098  NGVD 29 (??/??/92)  310.656  (m)         1019.21   (f) ADJ UNCH    1 2
 AY0098
 AY0098.Superseded values are not recommended for survey control.
 AY0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0098.See file dsdata.txt to determine how the superseded data were derived.
 AY0098
 AY0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT503769(NAD 83)
 AY0098_MARKER: DB = BENCH MARK DISK
 AY0098_SETTING: 66 = SET IN ROCK OUTCROP
 AY0098_SP_SET: FLAT ROCK
 AY0098_STAMPING: E 1001 1953
 AY0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0098+STABILITY: POSITION/ELEVATION WELL
 AY0098
 AY0098  HISTORY     - Date     Condition        Report By
 AY0098  HISTORY     - 1953     MONUMENTED       CGS
 AY0098  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0098  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0098
 AY0098                          STATION DESCRIPTION
 AY0098
 AY0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0098'4.7 MI NW FROM SAN ANTONIO.
 AY0098'3.8 MILES NORTH ALONG U.S. HIGHWAY 281 FROM ITS JUNCTION WITH BITTERS
 AY0098'ROAD AT SAN ANTONIO, THENCE 0.9 MILE WEST ALONG A PRIVATE ROAD, 0.1
 AY0098'MILE EAST OF A RANCH HOUSE, 142 FEET EAST OF THE CENTER OF A WOODEN
 AY0098'GATE, 71 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 62 FEET
 AY0098'SOUTHEAST OF A FENCE CORNER, 8 FEET SOUTH OF A 6 INCH OAK TREE, 0.2
 AY0098'FOOT ABOVE THE GROUND, SET IN THE TOP OF A LARGE FLAT ROCK.
 AY0098
 AY0098                          STATION RECOVERY (1990)
 AY0098
 AY0098'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0098'MARK NOT FOUND.
 AY0098
 AY0098                          STATION RECOVERY (1999)
 AY0098
 AY0098'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0897 ***********************************************************************
 AY0897  DESIGNATION -  E 1002
 AY0897  PID         -  AY0897
 AY0897  STATE/COUNTY-  TX/BEXAR
 AY0897  USGS QUAD   -  MACDONA (1991)
 AY0897
 AY0897                         *CURRENT SURVEY CONTROL
 AY0897  ___________________________________________________________________
 AY0897* NAD 83(1986)-  29 15 28.     (N)    098 40 33.     (W)     SCALED    
 AY0897* NAVD 88     -       180.023  (meters)     590.63   (feet)  ADJUSTED  
 AY0897  ___________________________________________________________________
 AY0897  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AY0897  DYNAMIC HT  -         179.764 (meters)     589.78  (feet)  COMP
 AY0897  MODELED GRAV-     979,203.1   (mgal)                       NAVD 88
 AY0897
 AY0897  VERT ORDER  -  FIRST     CLASS II
 AY0897
 AY0897.The horizontal coordinates were scaled from a topographic map and have
 AY0897.an estimated accuracy of +/- 6 seconds.
 AY0897
 AY0897.The orthometric height was determined by differential leveling
 AY0897.and adjusted by the National Geodetic Survey in June 1991..
 AY0897.WARNING-Repeat measurements at this control monument indicate possible
 AY0897.vertical movement.
 AY0897
 AY0897.The geoid height was determined by GEOID03.
 AY0897
 AY0897.The dynamic height is computed by dividing the NAVD 88
 AY0897.geopotential number by the normal gravity value computed on the
 AY0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0897.degrees latitude (g = 980.6199 gals.).
 AY0897
 AY0897.The modeled gravity was interpolated from observed gravity values.
 AY0897
 AY0897;                    North         East    Units  Estimated Accuracy
 AY0897;SPC TXSC     - 4,157,910.      631,500.      MT  (+/- 180 meters Scaled)
 AY0897
 AY0897                          SUPERSEDED SURVEY CONTROL
 AY0897
 AY0897  NGVD 29 (??/??/92)  179.904  (m)          590.24   (f) ADJ UNCH    1 2
 AY0897
 AY0897.Superseded values are not recommended for survey control.
 AY0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0897.See file dsdata.txt to determine how the superseded data were derived.
 AY0897
 AY0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT314365(NAD 83)
 AY0897_MARKER: DB = BENCH MARK DISK
 AY0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0897_STAMPING: E 1002 1953
 AY0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0897+STABILITY: SURFACE MOTION
 AY0897
 AY0897  HISTORY     - Date     Condition        Report By
 AY0897  HISTORY     - 1953     MONUMENTED       CGS
 AY0897  HISTORY     - 1966     GOOD             USGS
 AY0897  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0897  HISTORY     - 19991210 MARK NOT FOUND   USPSQD
 AY0897
 AY0897                          STATION DESCRIPTION
 AY0897
 AY0897'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AY0897'3.6 MI SW FROM VON ORMY.
 AY0897'1 MILE SOUTHEAST OF BUD 1002 0.6 MILE NORTHWEST OF BM D 345.  TO REACH
 AY0897'FROM VON ORMY 2.0 MILES SOUTHWEST OF INTERSTATE HWY 35 AND U.S. HWY 81
 AY0897'FROM THE MEDINA RIVER BRIDGE CROSSING AT VON ORMY, BEXAR COUNTY,
 AY0897'THENCE SOUTH ON FARM RD. 2173 1.6 MILES TO A CURVE TO THE SOUTHEAST
 AY0897'AND GRAVEL ROAD TANGENT STRAIGHT SOUTH.  CONTINUE STRAIGHT SOUTH ON
 AY0897'GRAVEL ROAD 0.15 MILES TO T-RD NORTH.  THENCE 0.3 MILE WEST TO TURN
 AY0897'SOUTH OF THE MAIN RD., CONTINUE STRAIGHT WEST ON PRIVATE LANE 400 FEET
 AY0897'TO DIMANTLED RAILROAD (NORTHWEST-SOUTHEAST), THENCE NORTHWEST ON
 AY0897'RAILROAD 0.35 MILE TO BM.  92 FEET NORTHEAST OF THE FIRST POLE
 AY0897'SOUTHEAST OF MILE POLE 2, 150 YARDS SOUTHEAST OF DISMANTLED BRIDGE
 AY0897'OVER HIGH WATER CHANNEL OF ELM CREEK, 52 FT. NE OF CENTERLINE OF THE
 AY0897'DISMANTLED RAILROAD BED, 2 FT. SW OF A FENCE, AND 2.6 FT SE OF A WHITE
 AY0897'WOODEN WITNESS POST.  A STANDARD DISK E 1002 1953 AND SET IN CONCRETE
 AY0897'POST.  0.4 FOOT ABOVE GROUND.
 AY0897
 AY0897                          STATION RECOVERY (1986)
 AY0897
 AY0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0897'MARK NOT FOUND.
 AY0897
 AY0897                          STATION RECOVERY (1999)
 AY0897
 AY0897'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0195 ***********************************************************************
 AY0195  DESIGNATION -  E 1004
 AY0195  PID         -  AY0195
 AY0195  STATE/COUNTY-  TX/COMAL
 AY0195  USGS QUAD   -  ANHALT (1973)
 AY0195
 AY0195                         *CURRENT SURVEY CONTROL
 AY0195  ___________________________________________________________________
 AY0195* NAD 83(1986)-  29 47 56.     (N)    098 26 29.     (W)     SCALED    
 AY0195* NAVD 88     -       386.931  (meters)    1269.46   (feet)  ADJUSTED  
 AY0195  ___________________________________________________________________
 AY0195  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AY0195  DYNAMIC HT  -         386.372 (meters)    1267.62  (feet)  COMP
 AY0195  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 AY0195
 AY0195  VERT ORDER  -  SECOND    CLASS 0
 AY0195
 AY0195.The horizontal coordinates were scaled from a topographic map and have
 AY0195.an estimated accuracy of +/- 6 seconds.
 AY0195
 AY0195.The orthometric height was determined by differential leveling
 AY0195.and adjusted by the National Geodetic Survey in June 1991..
 AY0195
 AY0195.The geoid height was determined by GEOID03.
 AY0195
 AY0195.The dynamic height is computed by dividing the NAVD 88
 AY0195.geopotential number by the normal gravity value computed on the
 AY0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0195.degrees latitude (g = 980.6199 gals.).
 AY0195
 AY0195.The modeled gravity was interpolated from observed gravity values.
 AY0195
 AY0195;                    North         East    Units  Estimated Accuracy
 AY0195;SPC TXSC     - 4,217,970.      654,000.      MT  (+/- 180 meters Scaled)
 AY0195
 AY0195                          SUPERSEDED SURVEY CONTROL
 AY0195
 AY0195  NGVD 29 (??/??/92)  386.827  (m)         1269.11   (f) ADJ UNCH    2 0
 AY0195
 AY0195.Superseded values are not recommended for survey control.
 AY0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0195.See file dsdata.txt to determine how the superseded data were derived.
 AY0195
 AY0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT539966(NAD 83)
 AY0195_MARKER: DB = BENCH MARK DISK
 AY0195_SETTING: 66 = SET IN ROCK OUTCROP
 AY0195_SP_SET: LIMESTONE OUTCROP
 AY0195_STAMPING: E 1004 1953
 AY0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0195+STABILITY: POSITION/ELEVATION WELL
 AY0195
 AY0195  HISTORY     - Date     Condition        Report By
 AY0195  HISTORY     - 1953     MONUMENTED       CGS
 AY0195  HISTORY     - 1964     GOOD             USGS
 AY0195  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0195  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0195  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0195
 AY0195                          STATION DESCRIPTION
 AY0195
 AY0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0195'9.1 MI E FROM BERGHEIM.
 AY0195'9.1 MILES EAST ALONG FARM ROAD 475 FROM THE POST OFFICE AT BERGHEIM,
 AY0195'144 FEET NORTH OF THE NORTH CORNER OF A HOUSE, 133 FEET NORTHEAST OF
 AY0195'THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING TO THE HOUSE, 57 FEET
 AY0195'SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD, 5.6 FEET SOUTHEAST OF A
 AY0195'FENCE, FLUSH WITH THE GROUND, SET IN THE TOP OF A LARGE FLAT LIMESTONE
 AY0195'OUTCROP.  NOTE-- FARM RD 475 HAS BEEN CHANGED TO ST. HWY 46.
 AY0195
 AY0195                          STATION RECOVERY (1964)
 AY0195
 AY0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY0195'RECOVERED IN GOOD CONDITION.
 AY0195
 AY0195                          STATION RECOVERY (1989)
 AY0195
 AY0195'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0195'MARK NOT FOUND.
 AY0195
 AY0195                          STATION RECOVERY (1993)
 AY0195
 AY0195'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0195'MARK NOT FOUND.
 AY0195
 AY0195                          STATION RECOVERY (1999)
 AY0195
 AY0195'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0920 ***********************************************************************
 AY0920  DESIGNATION -  E 1005
 AY0920  PID         -  AY0920
 AY0920  STATE/COUNTY-  TX/KENDALL
 AY0920  USGS QUAD   -  RANGER CREEK (1982)
 AY0920
 AY0920                         *CURRENT SURVEY CONTROL
 AY0920  ___________________________________________________________________
 AY0920* NAD 83(1986)-  29 52 09.     (N)    098 46 16.     (W)     SCALED    
 AY0920* NAVD 88     -       477.198  (meters)    1565.61   (feet)  POSTED    
 AY0920  ___________________________________________________________________
 AY0920  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 AY0920  DYNAMIC HT  -         476.510 (meters)    1563.35  (feet)  COMP
 AY0920  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AY0920
 AY0920  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0920
 AY0920.The horizontal coordinates were scaled from a topographic map and have
 AY0920.an estimated accuracy of +/- 6 seconds.
 AY0920
 AY0920.The orthometric height was determined by differential leveling
 AY0920.and adjusted by the National Geodetic Survey in 1992..
 AY0920.No vertical observational check was made to the station.
 AY0920.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0920.was located on a no-check spur therefore a value was not computed.
 AY0920
 AY0920.The geoid height was determined by GEOID03.
 AY0920
 AY0920.The dynamic height is computed by dividing the NAVD 88
 AY0920.geopotential number by the normal gravity value computed on the
 AY0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0920.degrees latitude (g = 980.6199 gals.).
 AY0920
 AY0920.The modeled gravity was interpolated from observed gravity values.
 AY0920
 AY0920;                    North         East    Units  Estimated Accuracy
 AY0920;SPC TXSC     - 4,225,650.      622,110.      MT  (+/- 180 meters Scaled)
 AY0920
 AY0920                          SUPERSEDED SURVEY CONTROL
 AY0920
 AY0920  NGVD 29 (??/??/92)  477.098  (m)         1565.28   (f) ADJ UNCH    1 2
 AY0920
 AY0920.Superseded values are not recommended for survey control.
 AY0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0920.See file dsdata.txt to determine how the superseded data were derived.
 AY0920
 AY0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU221043(NAD 83)
 AY0920_MARKER: DB = BENCH MARK DISK
 AY0920_SETTING: 66 = SET IN ROCK OUTCROP
 AY0920_SP_SET: ROCK LEDGE
 AY0920_STAMPING: E 1005 1953
 AY0920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0920+STABILITY: POSITION/ELEVATION WELL
 AY0920
 AY0920  HISTORY     - Date     Condition        Report By
 AY0920  HISTORY     - 1953     MONUMENTED       CGS
 AY0920  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0920  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 AY0920
 AY0920                          STATION DESCRIPTION
 AY0920
 AY0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0920'6.5 MI NW FROM BOERNE.
 AY0920'6.5 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0920'STATION AT BOERNE, 2 1/2 POLES SOUTH OF MILEPOST 276, AT THE SOUTH END
 AY0920'OF A CUT, 42 FEET NORTH OF A HAND CAR SIDING, 37 FEET WEST OF A FENCE,
 AY0920'7.7 FEET EAST OF THE EAST RAIL, 3 FEET ABOVE THE GROUND, SET IN THE
 AY0920'TOP OF A ROCK LEDGE.
 AY0920
 AY0920                          STATION RECOVERY (1982)
 AY0920
 AY0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0920'MARK NOT RECOVERED, NOTE, AN ATTEMPT WAS MADE TO REACH THIS BENCH
 AY0920'MARK, LOCKED GATES AND RAILROAD ABANDONED.
 AY0920
 AY0920                          STATION RECOVERY (1994)
 AY0920
 AY0920'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1558 ***********************************************************************
 AW1558  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1558  DESIGNATION -  E 1007
 AW1558  PID         -  AW1558
 AW1558  STATE/COUNTY-  TX/HARRIS
 AW1558  USGS QUAD   -  MORGANS POINT (1993)
 AW1558
 AW1558                         *CURRENT SURVEY CONTROL
 AW1558  ___________________________________________________________________
 AW1558* NAD 83(1986)-  29 40 37.     (N)    094 58 57.     (W)     SCALED    
 AW1558* NAVD 88     -         1.667  (meters)       5.47   (feet)  ADJUSTED  
 AW1558  ___________________________________________________________________
 AW1558  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1558  DYNAMIC HT  -           1.665 (meters)       5.46  (feet)  COMP
 AW1558  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 AW1558
 AW1558  VERT ORDER  -  FIRST     CLASS II
 AW1558
 AW1558.The horizontal coordinates were scaled from a topographic map and have
 AW1558.an estimated accuracy of +/- 6 seconds.
 AW1558
 AW1558.The orthometric height was determined by differential leveling
 AW1558.and adjusted by the National Geodetic Survey in June 1991..
 AW1558
 AW1558.This Tidal Bench Mark is designated as VM 11217
 AW1558.by the Center for Operational Oceanographic Products and Services.
 AW1558
 AW1558.The geoid height was determined by GEOID03.
 AW1558
 AW1558.The dynamic height is computed by dividing the NAVD 88
 AW1558.geopotential number by the normal gravity value computed on the
 AW1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1558.degrees latitude (g = 980.6199 gals.).
 AW1558
 AW1558.The modeled gravity was interpolated from observed gravity values.
 AW1558
 AW1558;                    North         East    Units  Estimated Accuracy
 AW1558;SPC TXSC     - 4,211,000.      988,760.      MT  (+/- 180 meters Scaled)
 AW1558
 AW1558                          SUPERSEDED SURVEY CONTROL
 AW1558
 AW1558  NGVD 29 (12/23/87)    1.665  (m)            5.46   (f) ADJUSTED    1 2
 AW1558
 AW1558.Superseded values are not recommended for survey control.
 AW1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1558.See file dsdata.txt to determine how the superseded data were derived.
 AW1558
 AW1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN081846(NAD 83)
 AW1558_MARKER: DB = BENCH MARK DISK
 AW1558_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 AW1558_SP_SET: CONCRETE PILING
 AW1558_STAMPING: E 1007 1954
 AW1558_MARK LOGO: CGS   
 AW1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1558
 AW1558  HISTORY     - Date     Condition        Report By
 AW1558  HISTORY     - 1954     MONUMENTED       CGS
 AW1558  HISTORY     - 1973     GOOD             NGS
 AW1558  HISTORY     - 1978     GOOD             NGS
 AW1558  HISTORY     - 1983     GOOD             NGS
 AW1558  HISTORY     - 1987     GOOD             USPSQD
 AW1558  HISTORY     - 1987     GOOD             USPSQD
 AW1558  HISTORY     - 1987     GOOD             USPSQD
 AW1558  HISTORY     - 1987     GOOD             NGS
 AW1558  HISTORY     - 1990     GOOD             USPSQD
 AW1558
 AW1558                          STATION DESCRIPTION
 AW1558
 AW1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1558'0.45 MI SE FROM MORGANS POINT.
 AW1558'ABOUT 0.45 MILE SOUTHEAST ALONG THE SOUTHWEST BANK OF THE HOUSTON SHIP
 AW1558'CHANNEL FROM THE BARBOUR CUT LASH CB MOORING FACILITY AT MORGANS
 AW1558'POINT, ABOUT 112 FEET NORTHEAST OF THE CENTER LINE OF A ROAD AT A
 AW1558'METAL BUILDING ON TOP OF THE CONCRETE PILING MARINE LAB - SAN JACINTO
 AW1558'JUNIOR COLLEGE IN SIDE OF A CHAIN LINK FENCE, 11 FEET NORTH OF THE
 AW1558'MOST NORTHERLY CONCRETE PILING SUPPORTING THE BUILDING, 1 FOOT SOUTH
 AW1558'OF A PIPE CORNER POST, SET VERTICALLY IN THE NORTHEAST FACE OF A
 AW1558'CONCRETE PILING WHICH USED TO SUPPORT THE OLD ENGLISH BUILDING, AND
 AW1558'ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- PILING IS LEANING
 AW1558'TO THE SOUTHWEST.
 AW1558
 AW1558                          STATION RECOVERY (1978)
 AW1558
 AW1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1558'RECOVERED IN GOOD CONDITION.
 AW1558
 AW1558                          STATION RECOVERY (1983)
 AW1558
 AW1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1558'RECOVERED IN GOOD CONDITION, NOT LEVELED TO AT THIS TIME, A HIGH
 AW1558'LOCKED SECURITY FENCE MAKES THIS BENCH MARK INACCESSIBLE.
 AW1558
 AW1558                          STATION RECOVERY (1987)
 AW1558
 AW1558'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1558'RECOVERED IN GOOD CONDITION.
 AW1558
 AW1558                          STATION RECOVERY (1987)
 AW1558
 AW1558'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1558'RECOVERED IN GOOD CONDITION.
 AW1558
 AW1558                          STATION RECOVERY (1987)
 AW1558
 AW1558'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1558'RECOVERED IN GOOD CONDITION.
 AW1558
 AW1558                          STATION RECOVERY (1987)
 AW1558
 AW1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1558'RECOVERED IN GOOD CONDITION.
 AW1558
 AW1558                          STATION RECOVERY (1990)
 AW1558
 AW1558'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1823 ***********************************************************************
 AW1823  DESIGNATION -  E 1009
 AW1823  PID         -  AW1823
 AW1823  STATE/COUNTY-  TX/HARRIS
 AW1823  USGS QUAD   -  CYPRESS (1995)
 AW1823
 AW1823                         *CURRENT SURVEY CONTROL
 AW1823  ___________________________________________________________________
 AW1823* NAD 83(1986)-  29 58 47.     (N)    095 40 06.     (W)     SCALED    
 AW1823* NAVD 88     -        44.842  (meters)     147.12   (feet)  ADJUSTED  
 AW1823  ___________________________________________________________________
 AW1823  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AW1823  DYNAMIC HT  -          44.781 (meters)     146.92  (feet)  COMP
 AW1823  MODELED GRAV-     979,287.8   (mgal)                       NAVD 88
 AW1823
 AW1823  VERT ORDER  -  FIRST     CLASS II
 AW1823
 AW1823.The horizontal coordinates were scaled from a topographic map and have
 AW1823.an estimated accuracy of +/- 6 seconds.
 AW1823
 AW1823.The orthometric height was determined by differential leveling
 AW1823.and adjusted by the National Geodetic Survey in June 1991..
 AW1823
 AW1823.The geoid height was determined by GEOID03.
 AW1823
 AW1823.The dynamic height is computed by dividing the NAVD 88
 AW1823.geopotential number by the normal gravity value computed on the
 AW1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1823.degrees latitude (g = 980.6199 gals.).
 AW1823
 AW1823.The modeled gravity was interpolated from observed gravity values.
 AW1823
 AW1823;                    North         East    Units  Estimated Accuracy
 AW1823;SPC TXSC     - 4,242,460.      921,460.      MT  (+/- 180 meters Scaled)
 AW1823
 AW1823                          SUPERSEDED SURVEY CONTROL
 AW1823
 AW1823  NGVD 29 (12/23/87)   44.835  (m)          147.10   (f) ADJUSTED    1 2
 AW1823
 AW1823.Superseded values are not recommended for survey control.
 AW1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1823.See file dsdata.txt to determine how the superseded data were derived.
 AW1823
 AW1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP425195(NAD 83)
 AW1823_MARKER: DB = BENCH MARK DISK
 AW1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1823_SP_SET: CONCRETE POST
 AW1823_STAMPING: E 1009 1954
 AW1823_MARK LOGO: CGS   
 AW1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1823+STABILITY: SURFACE MOTION
 AW1823
 AW1823  HISTORY     - Date     Condition        Report By
 AW1823  HISTORY     - 1954     MONUMENTED       CGS
 AW1823  HISTORY     - 1978     GOOD             NGS
 AW1823  HISTORY     - 1986     GOOD             NGS
 AW1823  HISTORY     - 1990     GOOD             USPSQD
 AW1823
 AW1823                          STATION DESCRIPTION
 AW1823
 AW1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW1823'2.0 MI NE FROM CYPRESS.
 AW1823'2.0 MILES NORTHEAST ALONG THE SPRING AND CYPRESS ROAD FROM THE POST
 AW1823'OFFICE AT CYPRESS, 29 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 AW1823'34 FEET NORTHEAST OF THE CENTER OF A PIPE LINE CROSSING, 18 FEET
 AW1823'SOUTHWEST OF A 24 INCH PINE TREE, 2 FEET SOUTHEAST OF A FENCE, 4.5
 AW1823'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AW1823'WHICH PROJECTS 0.3 FOOT ABOVE GROUND.
 AW1823
 AW1823                          STATION RECOVERY (1978)
 AW1823
 AW1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1823'RECOVERED IN GOOD CONDITION.
 AW1823
 AW1823                          STATION RECOVERY (1986)
 AW1823
 AW1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1823'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.2 KM (2.0 MI)
 AW1823'NORTHEASTERLY ALONG SPRING-CYPRESS ROAD FROM ITS INTERSECTION WITH
 AW1823'U.S. HIGHWAY 290 IN CYPRESS.
 AW1823
 AW1823                          STATION RECOVERY (1990)
 AW1823
 AW1823'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0162 ***********************************************************************
 BL0162  DESIGNATION -  E 101
 BL0162  PID         -  BL0162
 BL0162  STATE/COUNTY-  TX/TYLER
 BL0162  USGS QUAD   -  BOGGY LAKE (1984)
 BL0162
 BL0162                         *CURRENT SURVEY CONTROL
 BL0162  ___________________________________________________________________
 BL0162* NAD 83(1986)-  30 52 45.     (N)    094 18 17.     (W)     SCALED    
 BL0162* NAVD 88     -        68.31   (+/-2cm)     224.1    (feet)  VERTCON   
 BL0162  ___________________________________________________________________
 BL0162  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BL0162
 BL0162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0162
 BL0162.The horizontal coordinates were scaled from a topographic map and have
 BL0162.an estimated accuracy of +/- 6 seconds.
 BL0162
 BL0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0162.The vertical order pertains to the NGVD 29 superseded value.
 BL0162
 BL0162.The geoid height was determined by GEOID03.
 BL0162
 BL0162;                    North         East    Units  Estimated Accuracy
 BL0162;SPC TX C     - 3,150,030.    1,276,130.      MT  (+/- 180 meters Scaled)
 BL0162
 BL0162                          SUPERSEDED SURVEY CONTROL
 BL0162
 BL0162  NGVD 29 (??/??/92)   68.314  (m)          224.13   (f) ADJ UNCH    2 0
 BL0162
 BL0162.Superseded values are not recommended for survey control.
 BL0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0162.See file dsdata.txt to determine how the superseded data were derived.
 BL0162
 BL0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ752169(NAD 83)
 BL0162_MARKER: DB = BENCH MARK DISK
 BL0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0162_STAMPING: E 101 1952
 BL0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0162+STABILITY: SURFACE MOTION
 BL0162
 BL0162  HISTORY     - Date     Condition        Report By
 BL0162  HISTORY     - 1952     MONUMENTED       CGS
 BL0162
 BL0162                          STATION DESCRIPTION
 BL0162
 BL0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0162'17.2 MI NE FROM WOODVILLE.
 BL0162'11.4 MILES EAST ALONG U.S. HIGHWAY 190 FROM THE TEXAS AND NEW ORLEANS
 BL0162'RAILROAD STATION AT WOODVILLE, THENCE 1.6 MILES NORTHWEST ALONG A
 BL0162'GRADED DIRT ROAD, THENCE 4.2 MILES WEST ALONG A GRADED DIRT ROAD, AT
 BL0162'THE E.W. HANKS FARMHOUSE, 160 FEET NORTH OF THE CENTER LINE OF A DIRT
 BL0162'ROAD, 95 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 11
 BL0162'FEET WEST OF A LONE 32 INCH OAK TREE, 2.8 FEET SOUTH OF A FENCE, 1.4
 BL0162'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0162'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1475 ***********************************************************************
 BL1475  DESIGNATION -  E 1010
 BL1475  PID         -  BL1475
 BL1475  STATE/COUNTY-  TX/MONTGOMERY
 BL1475  USGS QUAD   -  OKLAHOMA (1979)
 BL1475
 BL1475                         *CURRENT SURVEY CONTROL
 BL1475  ___________________________________________________________________
 BL1475* NAD 83(1986)-  30 08 12.     (N)    095 37 18.     (W)     SCALED    
 BL1475* NAVD 88     -        46.64   (+/-2cm)     153.0    (feet)  VERTCON   
 BL1475  ___________________________________________________________________
 BL1475  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL1475
 BL1475  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1475
 BL1475.The horizontal coordinates were scaled from a topographic map and have
 BL1475.an estimated accuracy of +/- 6 seconds.
 BL1475
 BL1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1475.The vertical order pertains to the NGVD 29 superseded value.
 BL1475
 BL1475.The geoid height was determined by GEOID03.
 BL1475
 BL1475;                    North         East    Units  Estimated Accuracy
 BL1475;SPC TX C     - 3,061,720.    1,153,850.      MT  (+/- 180 meters Scaled)
 BL1475
 BL1475                          SUPERSEDED SURVEY CONTROL
 BL1475
 BL1475  NGVD 29 (04/06/79)   46.639  (m)          153.01   (f) ADJUSTED    1 2
 BL1475
 BL1475.Superseded values are not recommended for survey control.
 BL1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1475.See file dsdata.txt to determine how the superseded data were derived.
 BL1475
 BL1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP474368(NAD 83)
 BL1475_MARKER: DB = BENCH MARK DISK
 BL1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1475_STAMPING: E 1010 1954
 BL1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1475+STABILITY: SURFACE MOTION
 BL1475
 BL1475  HISTORY     - Date     Condition        Report By
 BL1475  HISTORY     - 1954     MONUMENTED       CGS
 BL1475  HISTORY     - 1973     GOOD             NGS
 BL1475  HISTORY     - 1978     GOOD             NGS
 BL1475  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1475
 BL1475                          STATION DESCRIPTION
 BL1475
 BL1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1475'1.8 MI NW FROM HUFSMITH.
 BL1475'ABOUT 1.8 MILES NORTHWEST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1475'CROSSING OF STANOLIND RD., 3 POLES NORTHWEST OF MILE POST 13, 62.6
 BL1475'FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTHWEST OF A FENCE, 2.4
 BL1475'FEET NORTHWEST OF A WOODEN WITNESS POST, 4 FEET BELOW THE LEVEL OF THE
 BL1475'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 BL1475
 BL1475                          STATION RECOVERY (1978)
 BL1475
 BL1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1475'RECOVERED IN GOOD CONDITION.
 BL1475
 BL1475                          STATION RECOVERY (1986)
 BL1475
 BL1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2526 ***********************************************************************
 AW2526  DESIGNATION -  E 1012
 AW2526  PID         -  AW2526
 AW2526  STATE/COUNTY-  TX/CHAMBERS
 AW2526  USGS QUAD   -  STOWELL (1993)
 AW2526
 AW2526                         *CURRENT SURVEY CONTROL
 AW2526  ___________________________________________________________________
 AW2526* NAD 83(1986)-  29 48 08.     (N)    094 23 09.     (W)     SCALED    
 AW2526* NAVD 88     -         7.67   (+/-2cm)      25.2    (feet)  VERTCON   
 AW2526  ___________________________________________________________________
 AW2526  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2526
 AW2526  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2526
 AW2526.The horizontal coordinates were scaled from a topographic map and have
 AW2526.an estimated accuracy of +/- 6 seconds.
 AW2526
 AW2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2526.The vertical order pertains to the NGVD 29 superseded value.
 AW2526
 AW2526.The geoid height was determined by GEOID03.
 AW2526
 AW2526;                    North         East    Units  Estimated Accuracy
 AW2526;SPC TXSC     - 4,227,010.    1,045,920.      MT  (+/- 180 meters Scaled)
 AW2526
 AW2526                          SUPERSEDED SURVEY CONTROL
 AW2526
 AW2526  NGVD 29 (??/??/92)    7.672  (m)           25.17   (f) ADJ UNCH    1 2
 AW2526
 AW2526.Superseded values are not recommended for survey control.
 AW2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2526.See file dsdata.txt to determine how the superseded data were derived.
 AW2526
 AW2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN660976(NAD 83)
 AW2526_MARKER: DB = BENCH MARK DISK
 AW2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2526_STAMPING: E 1012 1953
 AW2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2526+STABILITY: SURFACE MOTION
 AW2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2526+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 AW2526
 AW2526  HISTORY     - Date     Condition        Report By
 AW2526  HISTORY     - 1953     MONUMENTED       CGS
 AW2526  HISTORY     - 1958     GOOD             NGS
 AW2526  HISTORY     - 19950810 GOOD             USPSQD
 AW2526  HISTORY     - 19960908 GOOD             USPSQD
 AW2526  HISTORY     - 20010331 GOOD             NGS
 AW2526  HISTORY     - 20030120 GOOD             USPSQD
 AW2526  HISTORY     - 20040310 GOOD             USPSQD
 AW2526  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2526
 AW2526                          STATION DESCRIPTION
 AW2526
 AW2526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2526'0.9 MI N FROM STOWELL.
 AW2526'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 124, FROM THE POST OFFICE AT
 AW2526'STOWELL, THENCE ABOUT 0.1 MILE WEST ALONG AN OILED ROAD LEADING TO THE
 AW2526'FAIRVIEW CEMETERY, 37 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 AW2526'METAL COVERED BUILDING, 1 FOOT WEST OF A FENCE, 1 1/2 FEET NORTH OF A
 AW2526'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW2526'GROUND.
 AW2526
 AW2526                          STATION RECOVERY (1995)
 AW2526
 AW2526'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2526'RECOVERED IN GOOD CONDITION.
 AW2526
 AW2526                          STATION RECOVERY (1996)
 AW2526
 AW2526'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2526'RECOVERED IN GOOD CONDITION.
 AW2526
 AW2526                          STATION RECOVERY (2001)
 AW2526
 AW2526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2526'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2526
 AW2526                          STATION RECOVERY (2003)
 AW2526
 AW2526'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2526'RECOVERED IN GOOD CONDITION.
 AW2526
 AW2526                          STATION RECOVERY (2004)
 AW2526
 AW2526'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2526'RECOVERED IN GOOD CONDITION.
 AW2526
 AW2526                          STATION RECOVERY (2005)
 AW2526
 AW2526'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2838 ***********************************************************************
 AW2838  DESIGNATION -  E 1013
 AW2838  PID         -  AW2838
 AW2838  STATE/COUNTY-  TX/CHAMBERS
 AW2838  USGS QUAD   -  COVE (1993)
 AW2838
 AW2838                         *CURRENT SURVEY CONTROL
 AW2838  ___________________________________________________________________
 AW2838* NAD 83(1986)-  29 49 55.     (N)    094 45 45.     (W)     SCALED    
 AW2838* NAVD 88     -         1.92   (+/-2cm)       6.3    (feet)  VERTCON   
 AW2838  ___________________________________________________________________
 AW2838  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW2838
 AW2838  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2838
 AW2838.The horizontal coordinates were scaled from a topographic map and have
 AW2838.an estimated accuracy of +/- 6 seconds.
 AW2838
 AW2838.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2838.The vertical order pertains to the NGVD 29 superseded value.
 AW2838
 AW2838.The geoid height was determined by GEOID03.
 AW2838
 AW2838;                    North         East    Units  Estimated Accuracy
 AW2838;SPC TXSC     - 4,228,920.    1,009,420.      MT  (+/- 180 meters Scaled)
 AW2838
 AW2838                          SUPERSEDED SURVEY CONTROL
 AW2838
 AW2838  NGVD 29 (??/??/92)    1.922  (m)            6.31   (f) ADJ UNCH    1 2
 AW2838
 AW2838.Superseded values are not recommended for survey control.
 AW2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2838.See file dsdata.txt to determine how the superseded data were derived.
 AW2838
 AW2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP297014(NAD 83)
 AW2838_MARKER: DB = BENCH MARK DISK
 AW2838_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2838_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2838_STAMPING: E 1013 1953
 AW2838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2838
 AW2838  HISTORY     - Date     Condition        Report By
 AW2838  HISTORY     - 1953     MONUMENTED       CGS
 AW2838  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2838
 AW2838                          STATION DESCRIPTION
 AW2838
 AW2838'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW2838'1.45 MI W FROM WALLISVILLE.
 AW2838'0.25 MILE WEST ALONG AN OILED ROAD FROM PITTS STORE AT WALLISVILLE,
 AW2838'THENCE 0.8 MILE WEST ALONG THE NORTHEAST BANK OF THE TRINITY RIVER,
 AW2838'THENCE 0.4 MILE WEST ACROSS THE TRINITY RIVER, ON THE EAST SHORE OF
 AW2838'MAYS ISLAND, 152 YARDS WEST OF THE WEST BANK OF THE RIVER, 0.1 MILE
 AW2838'SOUTHEAST OF A FILL WHICH WILL BE ON THE NEW BAYTOWN TO PORT ARTHUR
 AW2838'HIGHWAY, 121 YARDS NORTHEAST OF A BOILER FOR A PIPE LINE, 182 FEET
 AW2838'NORTH OF THE NORTHEAST CORNER OF A SMALL CAMP BUILDING, 143 FEET
 AW2838'NORTHWEST OF A STEEL MARKER POST WHICH IS ON THE SOUTH EDGE OF A PIPE
 AW2838'LINE, 49 FEET NORTHEAST OF A LARGE FORKED OAK TREE, 26.6 FEET
 AW2838'SOUTHEAST OF A 17 INCH OAK TREE, 10 FEET NORTH OF A DIRT RIDGE WHICH
 AW2838'COVERS THE PIPE LINE, SET IN THE TOP OF A 6 INCH CONCRETE PIPE WHICH
 AW2838'IS FILLED WITH CONCRETE AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AW2838
 AW2838                          STATION RECOVERY (1973)
 AW2838
 AW2838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2421 ***********************************************************************
 AW2421  DESIGNATION -  E 1014
 AW2421  PID         -  AW2421
 AW2421  STATE/COUNTY-  TX/JEFFERSON
 AW2421  USGS QUAD   -  MUD LAKE (1994)
 AW2421
 AW2421                         *CURRENT SURVEY CONTROL
 AW2421  ___________________________________________________________________
 AW2421* NAD 83(1986)-  29 34 00.     (N)    094 20 23.     (W)     SCALED    
 AW2421* NAVD 88     -         2.00   (+/-2cm)       6.6    (feet)  VERTCON   
 AW2421  ___________________________________________________________________
 AW2421  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW2421
 AW2421  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2421
 AW2421.The horizontal coordinates were scaled from a topographic map and have
 AW2421.an estimated accuracy of +/- 6 seconds.
 AW2421
 AW2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2421.The vertical order pertains to the NGVD 29 superseded value.
 AW2421
 AW2421.The geoid height was determined by GEOID03.
 AW2421
 AW2421;                    North         East    Units  Estimated Accuracy
 AW2421;SPC TXSC     - 4,201,100.    1,051,420.      MT  (+/- 180 meters Scaled)
 AW2421
 AW2421                          SUPERSEDED SURVEY CONTROL
 AW2421
 AW2421  NGVD 29 (??/??/92)    2.004  (m)            6.57   (f) ADJ UNCH    1 2
 AW2421
 AW2421.Superseded values are not recommended for survey control.
 AW2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2421.See file dsdata.txt to determine how the superseded data were derived.
 AW2421
 AW2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN702715(NAD 83)
 AW2421_MARKER: DB = BENCH MARK DISK
 AW2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2421_STAMPING: E 1014 1953
 AW2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2421+STABILITY: SURFACE MOTION
 AW2421
 AW2421  HISTORY     - Date     Condition        Report By
 AW2421  HISTORY     - 1953     MONUMENTED       CGS
 AW2421  HISTORY     - 1958     GOOD             NGS
 AW2421  HISTORY     - 19890525 MARK NOT FOUND   USGS
 AW2421
 AW2421                          STATION DESCRIPTION
 AW2421
 AW2421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2421'4.05 MI E FROM HIGH ISLAND.
 AW2421'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2421'AT HIGH ISLAND, THENCE ABOUT 3.15 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2421'87, 41 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET
 AW2421'NORTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A CONCRETE WITNESS POST,
 AW2421'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 AW2421'PROJECTING 1 INCH.
 AW2421
 AW2421                          STATION RECOVERY (1989)
 AW2421
 AW2421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (IG)
 AW2421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2422 ***********************************************************************
 AW2422  DESIGNATION -  E 1014 RESET 1962
 AW2422  PID         -  AW2422
 AW2422  STATE/COUNTY-  TX/JEFFERSON
 AW2422  USGS QUAD   -  MUD LAKE (1994)
 AW2422
 AW2422                         *CURRENT SURVEY CONTROL
 AW2422  ___________________________________________________________________
 AW2422* NAD 83(1986)-  29 34 01.     (N)    094 20 21.     (W)     SCALED    
 AW2422* NAVD 88     -         1.76   (+/-2cm)       5.8    (feet)  VERTCON   
 AW2422  ___________________________________________________________________
 AW2422  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW2422
 AW2422  VERT ORDER  -  THIRD (See Below)
 AW2422
 AW2422.The horizontal coordinates were scaled from a topographic map and have
 AW2422.an estimated accuracy of +/- 6 seconds.
 AW2422
 AW2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2422.The vertical order pertains to the NGVD 29 superseded value.
 AW2422
 AW2422.The geoid height was determined by GEOID03.
 AW2422
 AW2422;                    North         East    Units  Estimated Accuracy
 AW2422;SPC TXSC     - 4,201,130.    1,051,470.      MT  (+/- 180 meters Scaled)
 AW2422
 AW2422                          SUPERSEDED SURVEY CONTROL
 AW2422
 AW2422  NGVD 29 (??/??/??)    1.76   (m)            5.8    (f) RESET       3  
 AW2422
 AW2422.Superseded values are not recommended for survey control.
 AW2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2422.See file dsdata.txt to determine how the superseded data were derived.
 AW2422
 AW2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN702715(NAD 83)
 AW2422_MARKER: DB = BENCH MARK DISK
 AW2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2422_STAMPING: E 1014 RESET 1962
 AW2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2422+STABILITY: SURFACE MOTION
 AW2422
 AW2422  HISTORY     - Date     Condition        Report By
 AW2422  HISTORY     - 1962     MONUMENTED       CGS
 AW2422  HISTORY     - 1971     GOOD             NGS
 AW2422
 AW2422                          STATION DESCRIPTION
 AW2422
 AW2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AW2422'0.9 MI SE FROM HIGH ISLAND.
 AW2422'ABOUT 0.9 MILE SOUTHEAST ON STATE HIGHWAY 124 FROM THE POST OFFICE IN
 AW2422'HIGH ISLAND THENCE 3.2 MILES NORTHEAST ON STATE HIGHWAY 87, 123 FEET
 AW2422'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 100 FEET NORTHWEST OF
 AW2422'THE HIGHWAY RIGHT-OF-WAY, AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 AW2422'POST.  A STANDARD DISK STAMPED E 1014 RESET 1962 SET IN A 12 X 12 IN.
 AW2422'CONCRETE POST WHICH PROJECTS 6 INCHES.
 AW2422
 AW2422                          STATION RECOVERY (1971)
 AW2422
 AW2422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0434 ***********************************************************************
 AV0434  DESIGNATION -  E 1015
 AV0434  PID         -  AV0434
 AV0434  STATE/COUNTY-  TX/JEFFERSON
 AV0434  USGS QUAD   -  SABINE PASS (1993)
 AV0434
 AV0434                         *CURRENT SURVEY CONTROL
 AV0434  ___________________________________________________________________
 AV0434* NAD 83(1993)-  29 41 40.78333(N)    093 57 40.05697(W)     ADJUSTED  
 AV0434* NAVD 88     -         1.84   (+/-2cm)       6.0    (feet)  VERTCON   
 AV0434  ___________________________________________________________________
 AV0434  X           -    -383,052.161 (meters)                     COMP
 AV0434  Y           -  -5,531,833.475 (meters)                     COMP
 AV0434  Z           -   3,141,004.187 (meters)                     COMP
 AV0434  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AV0434  ELLIP HEIGHT-         -25.26  (meters)          (06/17/02) GPS OBS
 AV0434  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AV0434
 AV0434  HORZ ORDER  -  FIRST
 AV0434  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0434  ELLP ORDER  -  FOURTH    CLASS II
 AV0434
 AV0434.The horizontal coordinates were established by GPS observations
 AV0434.and adjusted by the National Geodetic Survey in February 1996..
 AV0434
 AV0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0434.The vertical order pertains to the NGVD 29 superseded value.
 AV0434
 AV0434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0434
 AV0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0434
 AV0434.The ellipsoidal height was determined by GPS observations
 AV0434.and is referenced to NAD 83.
 AV0434
 AV0434.The geoid height was determined by GEOID03.
 AV0434
 AV0434;                    North         East     Units Scale Factor Converg.
 AV0434;SPC TXSC     - 4,216,788.306 1,087,455.604   MT  0.99988288   +2 28 07.0
 AV0434;SPC TXSC     -13,834,579.63  3,567,760.59   sFT  0.99988288   +2 28 07.0
 AV0434;SPC LA S     -   135,337.856   745,718.954   MT  0.99993994   -1 18 50.1
 AV0434;SPC LA S     -   444,020.95  2,446,579.60   sFT  0.99993994   -1 18 50.1
 AV0434;UTM  15      - 3,285,338.578   407,016.833   MT  0.99970667   -0 28 34.2
 AV0434
 AV0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0434!SPC TXSC     -   1.00000397  x   0.99988288  =   0.99988685
 AV0434!SPC LA S     -   1.00000397  x   0.99993994  =   0.99994391
 AV0434!UTM  15      -   1.00000397  x   0.99970667  =   0.99971064
 AV0434
 AV0434                          SUPERSEDED SURVEY CONTROL
 AV0434
 AV0434  NAD 83(1993)-  29 41 40.78323(N)    093 57 40.05701(W) AD(       ) 1
 AV0434  ELLIP H (01/21/93)  -25.21   (m)                       GP(       ) 4 2
 AV0434  NAD 83(1986)-  29 41 40.80266(N)    093 57 40.03584(W) AD(       ) 1
 AV0434  NGVD 29 (??/??/??)    1.836  (m)            6.02   (f) ADJUSTED    1 2
 AV0434
 AV0434.Superseded values are not recommended for survey control.
 AV0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0434.See file dsdata.txt to determine how the superseded data were derived.
 AV0434
 AV0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN0701785339(NAD 83)
 AV0434_MARKER: DB = BENCH MARK DISK
 AV0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0434_SP_SET: CONCRETE POST
 AV0434_STAMPING: E 1015 1953
 AV0434_MARK LOGO: CGS   
 AV0434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AV0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0434+STABILITY: SURFACE MOTION
 AV0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0434+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2003
 AV0434
 AV0434  HISTORY     - Date     Condition        Report By
 AV0434  HISTORY     - 1953     MONUMENTED       CGS
 AV0434  HISTORY     - 1958     GOOD             CGS
 AV0434  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AV0434  HISTORY     - 1987     GOOD             USPSQD
 AV0434  HISTORY     - 19880902 GOOD             USPSQD
 AV0434  HISTORY     - 1989     GOOD             USPSQD
 AV0434  HISTORY     - 1989     GOOD             USPSQD
 AV0434  HISTORY     - 1989     GOOD             USPSQD
 AV0434  HISTORY     - 1989     GOOD             USPSQD
 AV0434  HISTORY     - 19900108 GOOD             MERRIC
 AV0434  HISTORY     - 19930202 GOOD             USPSQD
 AV0434  HISTORY     - 20030929 GOOD             INDIV
 AV0434
 AV0434                          STATION DESCRIPTION
 AV0434
 AV0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0434'4.95 MI SW FROM SABINE PASS.
 AV0434'ABOUT 4.95 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AV0434'DOWLING MONUMENT AT SABINE PASS, 49 FEET NORTHWEST OF THE CENTER LINE
 AV0434'OF THE HIGHWAY, 98 FEET NORTHWEST OF A POWER POLE, 46 FEET SOUTHWEST
 AV0434'OF THE CENTER LINE OF A GATE, 1 1/2 FEET SOUTHEAST OF A FENCE, 1 FOOT
 AV0434'SOUTHEAST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 AV0434'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 AV0434
 AV0434                          STATION RECOVERY (1985)
 AV0434
 AV0434'RECOVERY NOTE BY US POWER SQUADRON 1985
 AV0434'MARK NOT FOUND.
 AV0434
 AV0434                          STATION RECOVERY (1987)
 AV0434
 AV0434'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0434'RECOVERED IN GOOD CONDITION.
 AV0434
 AV0434                          STATION RECOVERY (1988)
 AV0434
 AV0434'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AV0434'RECOVERED IN GOOD CONDITION.
 AV0434
 AV0434                          STATION RECOVERY (1989)
 AV0434
 AV0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0434'RECOVERED IN GOOD CONDITION.
 AV0434
 AV0434                          STATION RECOVERY (1989)
 AV0434
 AV0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0434'RECOVERED IN GOOD CONDITION.
 AV0434
 AV0434                          STATION RECOVERY (1989)
 AV0434
 AV0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AV0434'RECOVERED IN GOOD CONDITION.
 AV0434
 AV0434                          STATION RECOVERY (1989)
 AV0434
 AV0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0434'RECOVERED IN GOOD CONDITION.
 AV0434
 AV0434                          STATION RECOVERY (1990)
 AV0434
 AV0434'RECOVERY NOTE BY MERRICK AND COMPANY 1990
 AV0434'RECOVERED IN GOOD CONDITION.
 AV0434
 AV0434                          STATION RECOVERY (1993)
 AV0434
 AV0434'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0434'RECOVERED IN GOOD CONDITION.
 AV0434
 AV0434                          STATION RECOVERY (2003)
 AV0434
 AV0434'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 AV0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0485 ***********************************************************************
 AV0485  DESIGNATION -  E 1016
 AV0485  PID         -  AV0485
 AV0485  STATE/COUNTY-  TX/JEFFERSON
 AV0485  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0485
 AV0485                         *CURRENT SURVEY CONTROL
 AV0485  ___________________________________________________________________
 AV0485* NAD 83(1986)-  29 46 19.     (N)    093 56 19.     (W)     SCALED    
 AV0485* NAVD 88     -         1.37   (+/-2cm)       4.5    (feet)  VERTCON   
 AV0485  ___________________________________________________________________
 AV0485  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AV0485
 AV0485  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0485
 AV0485.The horizontal coordinates were scaled from a topographic map and have
 AV0485.an estimated accuracy of +/- 6 seconds.
 AV0485
 AV0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0485.The vertical order pertains to the NGVD 29 superseded value.
 AV0485
 AV0485.The geoid height was determined by GEOID03.
 AV0485
 AV0485;                    North         East    Units  Estimated Accuracy
 AV0485;SPC TXSC     - 4,225,440.    1,089,260.      MT  (+/- 180 meters Scaled)
 AV0485
 AV0485                          SUPERSEDED SURVEY CONTROL
 AV0485
 AV0485  NGVD 29 (??/??/??)    1.356  (m)            4.45   (f) ADJUSTED    1 2
 AV0485
 AV0485.Superseded values are not recommended for survey control.
 AV0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0485.See file dsdata.txt to determine how the superseded data were derived.
 AV0485
 AV0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN092938(NAD 83)
 AV0485_MARKER: DB = BENCH MARK DISK
 AV0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AV0485_SP_SET: FOUNDATION
 AV0485_STAMPING: E 1016 1954
 AV0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0485
 AV0485  HISTORY     - Date     Condition        Report By
 AV0485  HISTORY     - 1954     MONUMENTED       CGS
 AV0485  HISTORY     - 1959     GOOD             CGS
 AV0485  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0485  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0485  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 AV0485  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AV0485  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0485  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0485  HISTORY     - 20040309 MARK NOT FOUND   USPSQD
 AV0485
 AV0485                          STATION DESCRIPTION
 AV0485
 AV0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0485'4.4 MI NW FROM SABINE PASS.
 AV0485'ABOUT 4.4 MILES NORTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AV0485'MONUMENT AT SABINE PASS, ABOUT 0.3 MILE SOUTHEAST OF A WOODEN BRIDGE
 AV0485'OVER KEITH LAKE, 83 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AV0485'IN THE TOP OF THE CONCRETE FOUNDATION AT THE WEST CORNER OF A METAL
 AV0485'WAREHOUSE, 26 1/2 FEET NORTHEAST OF A FENCE, 6 INCHES NORTHWEST OF THE
 AV0485'WEST CORNER OF THE BUILDING, 1 1/2 FEET ABOVE THE GROUND, AND ABOUT
 AV0485'LEVEL WITH THE HIGHWAY.
 AV0485
 AV0485                          STATION RECOVERY (1989)
 AV0485
 AV0485'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0485'MARK NOT FOUND.
 AV0485
 AV0485                          STATION RECOVERY (1989)
 AV0485
 AV0485'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0485'MARK NOT FOUND.
 AV0485
 AV0485                          STATION RECOVERY (1993)
 AV0485
 AV0485'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0485'MARK NOT FOUND.
 AV0485
 AV0485                          STATION RECOVERY (1994)
 AV0485
 AV0485'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0485'MARK NOT FOUND.
 AV0485
 AV0485                          STATION RECOVERY (2000)
 AV0485
 AV0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0485'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0485
 AV0485                          STATION RECOVERY (2001)
 AV0485
 AV0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0485'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0485
 AV0485                          STATION RECOVERY (2004)
 AV0485
 AV0485'RECOVERY NOTE BY US POWER SQUADRON 2004 (WAF)
 AV0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2400 ***********************************************************************
 AW2400  DESIGNATION -  E 1018
 AW2400  PID         -  AW2400
 AW2400  STATE/COUNTY-  TX/JEFFERSON
 AW2400  USGS QUAD   -  HAMSHIRE (1994)
 AW2400
 AW2400                         *CURRENT SURVEY CONTROL
 AW2400  ___________________________________________________________________
 AW2400* NAD 83(1986)-  29 51 34.     (N)    094 18 45.     (W)     SCALED    
 AW2400* NAVD 88     -         5.29   (+/-2cm)      17.4    (feet)  VERTCON   
 AW2400  ___________________________________________________________________
 AW2400  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2400
 AW2400  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2400
 AW2400.The horizontal coordinates were scaled from a topographic map and have
 AW2400.an estimated accuracy of +/- 6 seconds.
 AW2400
 AW2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2400.The vertical order pertains to the NGVD 29 superseded value.
 AW2400
 AW2400.The geoid height was determined by GEOID03.
 AW2400
 AW2400;                    North         East    Units  Estimated Accuracy
 AW2400;SPC TXSC     - 4,233,620.    1,052,750.      MT  (+/- 180 meters Scaled)
 AW2400
 AW2400                          SUPERSEDED SURVEY CONTROL
 AW2400
 AW2400  NGVD 29 (??/??/92)    5.294  (m)           17.37   (f) ADJ UNCH    1 2
 AW2400
 AW2400.Superseded values are not recommended for survey control.
 AW2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2400.See file dsdata.txt to determine how the superseded data were derived.
 AW2400
 AW2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP732039(NAD 83)
 AW2400_MARKER: DB = BENCH MARK DISK
 AW2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2400_STAMPING: E 1018 1954
 AW2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2400+STABILITY: SURFACE MOTION
 AW2400
 AW2400  HISTORY     - Date     Condition        Report By
 AW2400  HISTORY     - 1954     MONUMENTED       CGS
 AW2400  HISTORY     - 1958     GOOD             NGS
 AW2400  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2400  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2400  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2400  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2400
 AW2400                          STATION DESCRIPTION
 AW2400
 AW2400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2400'0.35 MI W FROM HAMSHIRE.
 AW2400'ABOUT 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE
 AW2400'AT HAMSHIRE, THENCE ABOUT 0.15 MILE NORTHWEST ALONG A SHELL STREET, AT
 AW2400'THE GULF, COLORADO AND SANTA FE RAILROAD STATION, 23 FEET NORTHWEST OF
 AW2400'THE NORTHWEST RAIL OF THE MAIN TRACK, 21 1/2 FEET SOUTHEAST OF THE
 AW2400'SOUTHEAST RAIL OF A SIDE TRACK, 116 FEET NORTHEAST OF THE CENTER OF
 AW2400'THE CROSSING, 1 FOOT SOUTHWEST AND ABOUT THE CENTER OF THE SOUTHWEST
 AW2400'FACE OF THE STATION, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A
 AW2400'CONCRETE POST PROJECTING 1 INCH.
 AW2400
 AW2400                          STATION RECOVERY (1987)
 AW2400
 AW2400'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 AW2400'MARK NOT FOUND.
 AW2400
 AW2400                          STATION RECOVERY (2001)
 AW2400
 AW2400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2400
 AW2400                          STATION RECOVERY (2001)
 AW2400
 AW2400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2400
 AW2400                          STATION RECOVERY (2004)
 AW2400
 AW2400'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0747 ***********************************************************************
 AW0747  DESIGNATION -  E 1019
 AW0747  PID         -  AW0747
 AW0747  STATE/COUNTY-  TX/CHAMBERS
 AW0747  USGS QUAD   -  MONT BELVIEU (1994)
 AW0747
 AW0747                         *CURRENT SURVEY CONTROL
 AW0747  ___________________________________________________________________
 AW0747* NAD 83(1986)-  29 51 07.     (N)    094 56 00.     (W)     SCALED    
 AW0747* NAVD 88     -         9.73   (+/-2cm)      31.9    (feet)  VERTCON   
 AW0747  ___________________________________________________________________
 AW0747  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0747
 AW0747  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0747
 AW0747.The horizontal coordinates were scaled from a topographic map and have
 AW0747.an estimated accuracy of +/- 6 seconds.
 AW0747
 AW0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0747.The vertical order pertains to the NGVD 29 superseded value.
 AW0747
 AW0747.The geoid height was determined by GEOID03.
 AW0747
 AW0747;                    North         East    Units  Estimated Accuracy
 AW0747;SPC TXSC     - 4,230,550.      992,840.      MT  (+/- 180 meters Scaled)
 AW0747
 AW0747                          SUPERSEDED SURVEY CONTROL
 AW0747
 AW0747  NGVD 29 (??/??/92)    9.725  (m)           31.91   (f) ADJ UNCH    1 2
 AW0747
 AW0747.Superseded values are not recommended for survey control.
 AW0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0747.See file dsdata.txt to determine how the superseded data were derived.
 AW0747
 AW0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP132039(NAD 83)
 AW0747_MARKER: DB = BENCH MARK DISK
 AW0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0747_STAMPING: E 1019 1954
 AW0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0747+STABILITY: SURFACE MOTION
 AW0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0747+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2003
 AW0747
 AW0747  HISTORY     - Date     Condition        Report By
 AW0747  HISTORY     - 1954     MONUMENTED       CGS
 AW0747  HISTORY     - 1963     GOOD             NGS
 AW0747  HISTORY     - 1978     GOOD             NGS
 AW0747  HISTORY     - 1990     GOOD             USPSQD
 AW0747  HISTORY     - 19960911 GOOD             USPSQD
 AW0747  HISTORY     - 20010331 GOOD             NGS
 AW0747  HISTORY     - 20031230 GOOD             USPSQD
 AW0747
 AW0747                          STATION DESCRIPTION
 AW0747
 AW0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW0747'2.9 MI W FROM MONT BELVIEU.
 AW0747'ABOUT 0.45 MILE NORTHWEST ALONG LOOP 207 FROM THE METHODIST CHURCH AT
 AW0747'MONT BELVIEU, THENCE 2.45 MILES WEST ALONG FARM ROAD 1942, NEAR THE
 AW0747'SOUTHEAST CORNER OF A GROVE OF TREES, 60 FEET NORTH OF THE CENTER LINE
 AW0747'OF THE ROAD, 65 FEET EAST OF A POWER POLE, 1.5 FEET NORTH OF A METAL
 AW0747'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 AW0747'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW0747
 AW0747                          STATION RECOVERY (1978)
 AW0747
 AW0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0747'RECOVERED IN GOOD CONDITION.
 AW0747
 AW0747                          STATION RECOVERY (1990)
 AW0747
 AW0747'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0747'RECOVERED IN GOOD CONDITION.
 AW0747
 AW0747                          STATION RECOVERY (1996)
 AW0747
 AW0747'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0747'RECOVERED IN GOOD CONDITION.
 AW0747
 AW0747                          STATION RECOVERY (2001)
 AW0747
 AW0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0747'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0747
 AW0747                          STATION RECOVERY (2003)
 AW0747
 AW0747'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0568 ***********************************************************************
 BY0568  DESIGNATION -  E 102
 BY0568  PID         -  BY0568
 BY0568  STATE/COUNTY-  TX/JASPER
 BY0568  USGS QUAD   -  MC GEE BEND (1984)
 BY0568
 BY0568                         *CURRENT SURVEY CONTROL
 BY0568  ___________________________________________________________________
 BY0568* NAD 83(1986)-  31 01 51.     (N)    094 07 17.     (W)     SCALED    
 BY0568* NAVD 88     -        38.27   (+/-2cm)     125.6    (feet)  VERTCON   
 BY0568  ___________________________________________________________________
 BY0568  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BY0568
 BY0568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0568
 BY0568.The horizontal coordinates were scaled from a topographic map and have
 BY0568.an estimated accuracy of +/- 6 seconds.
 BY0568
 BY0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0568.The vertical order pertains to the NGVD 29 superseded value.
 BY0568
 BY0568.The geoid height was determined by GEOID03.
 BY0568
 BY0568;                    North         East    Units  Estimated Accuracy
 BY0568;SPC TX C     - 3,167,780.    1,292,700.      MT  (+/- 180 meters Scaled)
 BY0568
 BY0568                          SUPERSEDED SURVEY CONTROL
 BY0568
 BY0568  NGVD 29 (??/??/92)   38.284  (m)          125.60   (f) ADJ UNCH    2 0
 BY0568
 BY0568.Superseded values are not recommended for survey control.
 BY0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0568.See file dsdata.txt to determine how the superseded data were derived.
 BY0568
 BY0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ929335(NAD 83)
 BY0568_MARKER: DB = BENCH MARK DISK
 BY0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0568_STAMPING: E 102 1952
 BY0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0568+STABILITY: SURFACE MOTION
 BY0568
 BY0568  HISTORY     - Date     Condition        Report By
 BY0568  HISTORY     - 1952     MONUMENTED       CGS
 BY0568  HISTORY     - 1979     GOOD             USGS
 BY0568
 BY0568                          STATION DESCRIPTION
 BY0568
 BY0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0568'16.2 MI NW FROM JASPER.
 BY0568'8.5 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0568'JASPER, THENCE 0.95 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.2
 BY0568'MILE NORTHEAST ALONG FARM ROAD 254, THENCE 2.7 MILES NORTHEAST ALONG A
 BY0568'GRADED DIRT ROAD, THENCE 2.9 MILES NORTHWEST ALONG A SANDY ROAD,
 BY0568'THENCE 0.95 MILE NORTH ALONG A DIRT ROAD, 89 FEET NORTHEAST OF A 20
 BY0568'INCH GUM TREE, 50 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING
 BY0568'NORTHEAST, 48 FEET SOUTH OF A 12 INCH CEDAR TREE, AT A JUNCTION WITH A
 BY0568'WOODS ROAD, 1 FOOT NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BY0568'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY0568
 BY0568                          STATION RECOVERY (1979)
 BY0568
 BY0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0568'1.5 MILES W ALONG HWYS 190 AND 63 FROM JCT. OF HWYS 190, 63 AND 96 AT
 BY0568'THE S EDGE OF JASPER, THENCE 8.2 MILES NW ALONG HWY 63, THENCE 3.4
 BY0568'MILES N ALONG GRADED ROAD, THENCE 0.9 MILES NNW ALONG OLD TRACK ROAD,
 BY0568'48 FEET S OF A 20 IN. CEDAR TREE, 1 FT. NE OF A WITNESS POST, SET IN
 BY0568'THE TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2937 ***********************************************************************
 AW2937  DESIGNATION -  E 1020
 AW2937  PID         -  AW2937
 AW2937  STATE/COUNTY-  TX/CHAMBERS
 AW2937  USGS QUAD   -  COVE (1993)
 AW2937
 AW2937                         *CURRENT SURVEY CONTROL
 AW2937  ___________________________________________________________________
 AW2937* NAD 83(1986)-  29 45 16.     (N)    094 51 14.     (W)     SCALED    
 AW2937* NAVD 88     -         9.72   (+/-2cm)      31.9    (feet)  VERTCON   
 AW2937  ___________________________________________________________________
 AW2937  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW2937
 AW2937  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2937
 AW2937.The horizontal coordinates were scaled from a topographic map and have
 AW2937.an estimated accuracy of +/- 6 seconds.
 AW2937
 AW2937.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2937.The vertical order pertains to the NGVD 29 superseded value.
 AW2937
 AW2937.The geoid height was determined by GEOID03.
 AW2937
 AW2937;                    North         East    Units  Estimated Accuracy
 AW2937;SPC TXSC     - 4,220,020.    1,000,900.      MT  (+/- 180 meters Scaled)
 AW2937
 AW2937                          SUPERSEDED SURVEY CONTROL
 AW2937
 AW2937  NGVD 29 (??/??/92)    9.724  (m)           31.90   (f) ADJ UNCH    2 0
 AW2937
 AW2937.Superseded values are not recommended for survey control.
 AW2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2937.See file dsdata.txt to determine how the superseded data were derived.
 AW2937
 AW2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN207930(NAD 83)
 AW2937_MARKER: DB = BENCH MARK DISK
 AW2937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2937_STAMPING: E 1020 1954
 AW2937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2937+STABILITY: SURFACE MOTION
 AW2937
 AW2937  HISTORY     - Date     Condition        Report By
 AW2937  HISTORY     - 1954     MONUMENTED       CGS
 AW2937  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2937  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2937  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2937  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2937  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW2937  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 AW2937
 AW2937                          STATION DESCRIPTION
 AW2937
 AW2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW2937'7.5 MI SW FROM COVE.
 AW2937'5.0 MILES SOUTHWEST ALONG AN OILED ROAD FROM THE J.W. WILKINSON HOME
 AW2937'AT COVE, THENCE 2.5 MILES SOUTH ALONG A SHELL ROAD, 27 FEET SOUTH OF
 AW2937'AN IRRIGATION PUMP, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5
 AW2937'FEET WEST OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 AW2937'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW2937
 AW2937                          STATION RECOVERY (1964)
 AW2937
 AW2937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2937'MARK NOT FOUND.
 AW2937
 AW2937                          STATION RECOVERY (1990)
 AW2937
 AW2937'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2937'MARK NOT FOUND.
 AW2937
 AW2937                          STATION RECOVERY (1997)
 AW2937
 AW2937'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2937'MARK NOT FOUND.
 AW2937
 AW2937                          STATION RECOVERY (2001)
 AW2937
 AW2937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2937'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2937
 AW2937                          STATION RECOVERY (2004)
 AW2937
 AW2937'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2937'MARK NOT FOUND.
 AW2937
 AW2937                          STATION RECOVERY (2005)
 AW2937
 AW2937'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1202 ***********************************************************************
 BL1202  HT_MOD      -  This is a Height Modernization Survey Station.
 BL1202  DESIGNATION -  E 1021
 BL1202  PID         -  BL1202
 BL1202  STATE/COUNTY-  TX/HARRIS
 BL1202  USGS QUAD   -  SPRING (1982)
 BL1202
 BL1202                         *CURRENT SURVEY CONTROL
 BL1202  ___________________________________________________________________
 BL1202* NAD 83(1993)-  30 00 24.34362(N)    095 23 55.22042(W)     ADJUSTED  
 BL1202* NAVD 88     -        30.34   (meters)      99.5    (feet)  GPS OBS   
 BL1202  ___________________________________________________________________
 BL1202  X           -    -520,092.346 (meters)                     COMP
 BL1202  Y           -  -5,503,363.429 (meters)                     COMP
 BL1202  Z           -   3,171,024.339 (meters)                     COMP
 BL1202  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BL1202  ELLIP HEIGHT-           2.91  (meters)          (12/03/01) GPS OBS
 BL1202  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BL1202  DYNAMIC HT  -          30.30  (meters)      99.4   (feet)  COMP
 BL1202  MODELED GRAV-     979,300.0   (mgal)                       NAVD 88
 BL1202  OBS GRAVITY -     979,300.8   (mgal)                       GRAV_OBS
 BL1202
 BL1202  HORZ ORDER  -  FIRST
 BL1202  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1202  ELLP ORDER  -  FOURTH    CLASS II
 BL1202
 BL1202.The horizontal coordinates were established by GPS observations
 BL1202.and adjusted by the National Geodetic Survey in December 2001..
 BL1202
 BL1202.The orthometric height was determined by GPS observations and a
 BL1202.high-resolution geoid model using precise GPS observation and
 BL1202.processing techniques. It supersedes the leveled height previously
 BL1202.determined for this station.
 BL1202.WARNING-GPS observations at this control monument resulted in a GPS
 BL1202.derived orthometric height which differed from the leveled height by
 BL1202.more than one decimeter (0.1 meter).
 BL1202.The vertical order pertains to the first NAVD 88 superseded value.
 BL1202
 BL1202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL1202
 BL1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1202
 BL1202.The ellipsoidal height was determined by GPS observations
 BL1202.and is referenced to NAD 83.
 BL1202
 BL1202.The geoid height was determined by GEOID03.
 BL1202
 BL1202.The dynamic height is computed by dividing the NAVD 88
 BL1202.geopotential number by the normal gravity value computed on the
 BL1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1202.degrees latitude (g = 980.6199 gals.).
 BL1202
 BL1202.The modeled gravity was interpolated from observed gravity values.
 BL1202.The observed gravity was obtained from relative gravimeter ties
 BL1202.to the IGSN71 gravity network.
 BL1202
 BL1202;                    North         East     Units Scale Factor Converg.
 BL1202;SPC TXSC     - 4,246,227.458   947,376.550   MT  0.99993181   +1 45 51.6
 BL1202;SPC TXSC     -13,931,164.59  3,108,184.56   sFT  0.99993181   +1 45 51.6
 BL1202;UTM  15      - 3,321,957.545   268,635.264   MT  1.00026048   -1 12 00.4
 BL1202
 BL1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1202!SPC TXSC     -   0.99999954  x   0.99993181  =   0.99993135
 BL1202!UTM  15      -   0.99999954  x   1.00026048  =   1.00026002
 BL1202
 BL1202                          SUPERSEDED SURVEY CONTROL
 BL1202
 BL1202  ELLIP H (10/25/00)    3.09   (m)                       GP(       ) 4 1
 BL1202  NAD 83(1993)-  30 00 24.34443(N)    095 23 55.21913(W) AD(       ) 1
 BL1202  ELLIP H (10/17/96)    3.22   (m)                       GP(       ) 3 1
 BL1202  NAVD 88 (06/15/91)   30.762  (m)          100.92   (f) ADJUSTED    1 1
 BL1202  NGVD 29 (12/23/87)   30.761  (m)          100.92   (f) ADJUSTED    1 1
 BL1202
 BL1202.Superseded values are not recommended for survey control.
 BL1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1202.See file dsdata.txt to determine how the superseded data were derived.
 BL1202
 BL1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6863521958(NAD 83)
 BL1202_MARKER: DB = BENCH MARK DISK
 BL1202_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL1202_SP_SET: HEADWALL
 BL1202_STAMPING: E 1021 1954
 BL1202_MARK LOGO: CGS   
 BL1202_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1202+STABILITY: SURFACE MOTION
 BL1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1202+SATELLITE: SATELLITE OBSERVATIONS - November 29, 1994
 BL1202
 BL1202  HISTORY     - Date     Condition        Report By
 BL1202  HISTORY     - 1954     MONUMENTED       CGS
 BL1202  HISTORY     - 1973     GOOD             NGS
 BL1202  HISTORY     - 1978     GOOD             NGS
 BL1202  HISTORY     - 1978     GOOD             NGS
 BL1202  HISTORY     - 1986     GOOD             NGS
 BL1202  HISTORY     - 1988     GOOD             USPSQD
 BL1202  HISTORY     - 19941129 POOR             HGCSD
 BL1202  HISTORY     - 19950905 GOOD             USPSQD
 BL1202  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 BL1202
 BL1202                          STATION DESCRIPTION
 BL1202
 BL1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1202'5.05 MI S FROM SPRING.
 BL1202'ABOUT 5.05 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1202'CROSSING OF SPRING SCHOOL RD., SET IN THE SOUTH END OF THE WEST
 BL1202'CONCRETE HEADWALL OF A 6-FOOT BOX CULVERT UNDER HARDY ST., 61 FEET
 BL1202'EAST OF THE EAST RAIL, 61 FEET SOUTHEAST OF A TELEPHONE POLE, 16.7
 BL1202'FEET WEST OF THE CENTER LINE OF HARDY ST., 2 FEET NORTH OF THE SOUTH
 BL1202'END OF THE WEST HEADWALL, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 BL1202'RAIL.
 BL1202
 BL1202                          STATION RECOVERY (1978)
 BL1202
 BL1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1202'RECOVERED IN GOOD CONDITION.
 BL1202
 BL1202                          STATION RECOVERY (1978)
 BL1202
 BL1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1202'RECOVERED IN GOOD CONDITION.
 BL1202
 BL1202                          STATION RECOVERY (1986)
 BL1202
 BL1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1202'RECOVERED IN GOOD CONDITION.
 BL1202
 BL1202                          STATION RECOVERY (1988)
 BL1202
 BL1202'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 BL1202'RECOVERED IN GOOD CONDITION.
 BL1202
 BL1202                          STATION RECOVERY (1994)
 BL1202
 BL1202'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 BL1202'RECOVERED AS DESCRIBED  DISK IS MUTILATED, VERY HARD TO READ BUT STILL
 BL1202'IN PLACE.
 BL1202
 BL1202                          STATION RECOVERY (1995)
 BL1202
 BL1202'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1202'RECOVERED IN GOOD CONDITION.
 BL1202
 BL1202                          STATION RECOVERY (2004)
 BL1202
 BL1202'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0029 ***********************************************************************
 CR0029  DESIGNATION -  E 1022
 CR0029  PID         -  CR0029
 CR0029  STATE/COUNTY-  TX/HARRISON
 CR0029  USGS QUAD   -  KARNACK (1978)
 CR0029
 CR0029                         *CURRENT SURVEY CONTROL
 CR0029  ___________________________________________________________________
 CR0029* NAD 83(1986)-  32 40 49.     (N)    094 11 55.     (W)     SCALED    
 CR0029* NAVD 88     -        68.985  (meters)     226.33   (feet)  ADJUSTED  
 CR0029  ___________________________________________________________________
 CR0029  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0029  DYNAMIC HT  -          68.907 (meters)     226.07  (feet)  COMP
 CR0029  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 CR0029
 CR0029  VERT ORDER  -  FIRST     CLASS II
 CR0029
 CR0029.The horizontal coordinates were scaled from a topographic map and have
 CR0029.an estimated accuracy of +/- 6 seconds.
 CR0029
 CR0029.The orthometric height was determined by differential leveling
 CR0029.and adjusted by the National Geodetic Survey in June 1991..
 CR0029
 CR0029.The geoid height was determined by GEOID03.
 CR0029
 CR0029.The dynamic height is computed by dividing the NAVD 88
 CR0029.geopotential number by the normal gravity value computed on the
 CR0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0029.degrees latitude (g = 980.6199 gals.).
 CR0029
 CR0029.The modeled gravity was interpolated from observed gravity values.
 CR0029
 CR0029;                    North         East    Units  Estimated Accuracy
 CR0029;SPC TXNC     - 2,120,660.    1,003,270.      MT  (+/- 180 meters Scaled)
 CR0029
 CR0029                          SUPERSEDED SURVEY CONTROL
 CR0029
 CR0029  NGVD 29 (??/??/92)   69.046  (m)          226.53   (f) ADJ UNCH    1 2
 CR0029
 CR0029.Superseded values are not recommended for survey control.
 CR0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0029.See file dsdata.txt to determine how the superseded data were derived.
 CR0029
 CR0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS876164(NAD 83)
 CR0029_MARKER: DB = BENCH MARK DISK
 CR0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0029_STAMPING: E 1022 1954
 CR0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0029+STABILITY: SURFACE MOTION
 CR0029
 CR0029  HISTORY     - Date     Condition        Report By
 CR0029  HISTORY     - 1954     MONUMENTED       CGS
 CR0029  HISTORY     - 1987     GOOD             USPSQD
 CR0029  HISTORY     - 19980530 GOOD             USPSQD
 CR0029  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0029
 CR0029                          STATION DESCRIPTION
 CR0029
 CR0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0029'1.9 MI NW FROM KARNACK.
 CR0029'1.9 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0029'STATION AT KARNACK, AT AN ABANDONED ROAD CROSSING, 0.3 MILE SOUTHEAST
 CR0029'OF MILEPOST T - 39, 53.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 18 FEET
 CR0029'SOUTHEAST OF THE CENTER LINE OF AN OLD LOGGING ROAD, 12 FEET SOUTHEAST
 CR0029'OF A 6 INCH PINE TREE, 4 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 CR0029'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CR0029
 CR0029                          STATION RECOVERY (1987)
 CR0029
 CR0029'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CR0029'RECOVERED IN GOOD CONDITION.
 CR0029
 CR0029                          STATION RECOVERY (1998)
 CR0029
 CR0029'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0029'RECOVERED IN GOOD CONDITION.
 CR0029
 CR0029                          STATION RECOVERY (2003)
 CR0029
 CR0029'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1785 ***********************************************************************
 AW1785  DESIGNATION -  E 1023
 AW1785  PID         -  AW1785
 AW1785  STATE/COUNTY-  TX/HARRIS
 AW1785  USGS QUAD   -  SATSUMA (1982)
 AW1785
 AW1785                         *CURRENT SURVEY CONTROL
 AW1785  ___________________________________________________________________
 AW1785* NAD 83(1986)-  29 59 01.     (N)    095 32 53.     (W)     SCALED    
 AW1785* NAVD 88     -        39.271  (meters)     128.84   (feet)  ADJUSTED  
 AW1785  ___________________________________________________________________
 AW1785  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AW1785  DYNAMIC HT  -          39.218 (meters)     128.67  (feet)  COMP
 AW1785  MODELED GRAV-     979,293.0   (mgal)                       NAVD 88
 AW1785
 AW1785  VERT ORDER  -  FIRST     CLASS II
 AW1785
 AW1785.The horizontal coordinates were scaled from a topographic map and have
 AW1785.an estimated accuracy of +/- 6 seconds.
 AW1785
 AW1785.The orthometric height was determined by differential leveling
 AW1785.and adjusted by the National Geodetic Survey in June 1991..
 AW1785
 AW1785.The geoid height was determined by GEOID03.
 AW1785
 AW1785.The dynamic height is computed by dividing the NAVD 88
 AW1785.geopotential number by the normal gravity value computed on the
 AW1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1785.degrees latitude (g = 980.6199 gals.).
 AW1785
 AW1785.The modeled gravity was interpolated from observed gravity values.
 AW1785
 AW1785;                    North         East    Units  Estimated Accuracy
 AW1785;SPC TXSC     - 4,243,230.      933,050.      MT  (+/- 180 meters Scaled)
 AW1785
 AW1785                          SUPERSEDED SURVEY CONTROL
 AW1785
 AW1785  NGVD 29 (12/23/87)   39.266  (m)          128.83   (f) ADJUSTED    1 2
 AW1785
 AW1785.Superseded values are not recommended for survey control.
 AW1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1785.See file dsdata.txt to determine how the superseded data were derived.
 AW1785
 AW1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP541197(NAD 83)
 AW1785_MARKER: DB = BENCH MARK DISK
 AW1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1785_SP_SET: CONCRETE POST
 AW1785_STAMPING: E 1023 1954
 AW1785_MARK LOGO: CGS   
 AW1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1785+STABILITY: SURFACE MOTION
 AW1785
 AW1785  HISTORY     - Date     Condition        Report By
 AW1785  HISTORY     - 1954     MONUMENTED       CGS
 AW1785  HISTORY     - 1973     GOOD             NGS
 AW1785  HISTORY     - 1978     GOOD             NGS
 AW1785  HISTORY     - 1986     GOOD             NGS
 AW1785  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW1785  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW1785
 AW1785                          STATION DESCRIPTION
 AW1785
 AW1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1785'8.7 MI SE FROM TOMBALL.
 AW1785'ABOUT 8.7 MILES SOUTHEAST ALONG BURLINGTON-ROCK ISLAND RAILROAD FROM
 AW1785'THE STATION AT TOMBALL, ABOUT 50 YARDS EAST OF AND ACROSS FROM THE
 AW1785'TRACKS FROM MILE POST 76, 48 FEET NORTHEAST OF THE NORTHEAST RAIL, 2
 AW1785'FEET NORTHEAST OF A FENCE, ABOUT LEVEL WITH THE RAIL, AND SET IN THE
 AW1785'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AW1785
 AW1785                          STATION RECOVERY (1978)
 AW1785
 AW1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1785'RECOVERED IN GOOD CONDITION.
 AW1785
 AW1785                          STATION RECOVERY (1986)
 AW1785
 AW1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1785'RECOVERED IN GOOD CONDITION.
 AW1785
 AW1785                          STATION RECOVERY (1995)
 AW1785
 AW1785'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1785'MARK NOT FOUND.
 AW1785
 AW1785                          STATION RECOVERY (2004)
 AW1785
 AW1785'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1557 ***********************************************************************
 BL1557  DESIGNATION -  E 1024
 BL1557  PID         -  BL1557
 BL1557  STATE/COUNTY-  TX/MONTGOMERY
 BL1557  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1557
 BL1557                         *CURRENT SURVEY CONTROL
 BL1557  ___________________________________________________________________
 BL1557* NAD 83(1986)-  30 10 04.     (N)    095 45 10.     (W)     SCALED    
 BL1557* NAVD 88     -        68.51   (+/-2cm)     224.8    (feet)  VERTCON   
 BL1557  ___________________________________________________________________
 BL1557  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1557
 BL1557  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1557
 BL1557.The horizontal coordinates were scaled from a topographic map and have
 BL1557.an estimated accuracy of +/- 6 seconds.
 BL1557
 BL1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1557.The vertical order pertains to the NGVD 29 superseded value.
 BL1557
 BL1557.The geoid height was determined by GEOID03.
 BL1557
 BL1557;                    North         East    Units  Estimated Accuracy
 BL1557;SPC TX C     - 3,064,640.    1,141,090.      MT  (+/- 180 meters Scaled)
 BL1557
 BL1557                          SUPERSEDED SURVEY CONTROL
 BL1557
 BL1557  NGVD 29 (??/??/92)   68.506  (m)          224.76   (f) ADJ UNCH    2 0
 BL1557
 BL1557.Superseded values are not recommended for survey control.
 BL1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1557.See file dsdata.txt to determine how the superseded data were derived.
 BL1557
 BL1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP348405(NAD 83)
 BL1557_MARKER: DB = BENCH MARK DISK
 BL1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1557_STAMPING: E 1024 1954
 BL1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1557+STABILITY: SURFACE MOTION
 BL1557
 BL1557  HISTORY     - Date     Condition        Report By
 BL1557  HISTORY     - 1954     MONUMENTED       CGS
 BL1557  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1557
 BL1557                          STATION DESCRIPTION
 BL1557
 BL1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1557'3.1 MI S FROM MAGNOLIA.
 BL1557'0.2 MILE WEST ALONG AN OILED STREET FROM THE WEST SCHOOL BUILDING AT
 BL1557'MAGNOLIA, THENCE 2.9 MILES SOUTH ALONG A DIRT ROAD, 48 FEET WEST OF
 BL1557'THE CENTER LINE OF A ROAD, 21 FEET SOUTHEAST OF A 16 INCH TRIANGULAR
 BL1557'BLAZED OAK TREE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF
 BL1557'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS
 BL1557'ROAD IS NOW UNDER CONSTRUCTION.
 BL1557
 BL1557                          STATION RECOVERY (1978)
 BL1557
 BL1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1557'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0278 ***********************************************************************
 CR0278  DESIGNATION -  E 1025
 CR0278  PID         -  CR0278
 CR0278  STATE/COUNTY-  TX/HOPKINS
 CR0278  USGS QUAD   -  WINNSBORO (1980)
 CR0278
 CR0278                         *CURRENT SURVEY CONTROL
 CR0278  ___________________________________________________________________
 CR0278* NAD 83(1986)-  32 58 34.     (N)    095 19 00.     (W)     SCALED    
 CR0278* NAVD 88     -       155.708  (meters)     510.85   (feet)  ADJUSTED  
 CR0278  ___________________________________________________________________
 CR0278  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CR0278  DYNAMIC HT  -         155.534 (meters)     510.28  (feet)  COMP
 CR0278  MODELED GRAV-     979,518.9   (mgal)                       NAVD 88
 CR0278
 CR0278  VERT ORDER  -  FIRST     CLASS II
 CR0278
 CR0278.The horizontal coordinates were scaled from a topographic map and have
 CR0278.an estimated accuracy of +/- 6 seconds.
 CR0278
 CR0278.The orthometric height was determined by differential leveling
 CR0278.and adjusted by the National Geodetic Survey in June 1991..
 CR0278
 CR0278.The geoid height was determined by GEOID03.
 CR0278
 CR0278.The dynamic height is computed by dividing the NAVD 88
 CR0278.geopotential number by the normal gravity value computed on the
 CR0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0278.degrees latitude (g = 980.6199 gals.).
 CR0278
 CR0278.The modeled gravity was interpolated from observed gravity values.
 CR0278
 CR0278;                    North         East    Units  Estimated Accuracy
 CR0278;SPC TXNC     - 2,149,710.      897,490.      MT  (+/- 180 meters Scaled)
 CR0278
 CR0278                          SUPERSEDED SURVEY CONTROL
 CR0278
 CR0278  NGVD 29 (??/??/92)  155.710  (m)          510.86   (f) ADJ UNCH    1 2
 CR0278
 CR0278.Superseded values are not recommended for survey control.
 CR0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0278.See file dsdata.txt to determine how the superseded data were derived.
 CR0278
 CR0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS835510(NAD 83)
 CR0278_MARKER: DB = BENCH MARK DISK
 CR0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0278_STAMPING: E 1025 1954
 CR0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0278+STABILITY: SURFACE MOTION
 CR0278
 CR0278  HISTORY     - Date     Condition        Report By
 CR0278  HISTORY     - 1954     MONUMENTED       CGS
 CR0278  HISTORY     - 19950627 MARK NOT FOUND   USPSQD
 CR0278
 CR0278                          STATION DESCRIPTION
 CR0278
 CR0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0278'2.3 MI NW FROM WINNSBORO.
 CR0278'2.3 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0278'STATION AT WINNSBORO, AT THE WINNSBORO REFINERY SIDING, 1 1/2 POLES
 CR0278'SOUTHEAST OF MILEPOST T - 120, 24.5 FEET SOUTHWEST OF THE SOUTHWEST
 CR0278'RAIL OF THE MAIN TRACK, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 CR0278'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CR0278
 CR0278                          STATION RECOVERY (1995)
 CR0278
 CR0278'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1846 ***********************************************************************
 BL1846  DESIGNATION -  E 1026
 BL1846  PID         -  BL1846
 BL1846  STATE/COUNTY-  TX/WALLER
 BL1846  USGS QUAD   -  WALLER (1980)
 BL1846
 BL1846                         *CURRENT SURVEY CONTROL
 BL1846  ___________________________________________________________________
 BL1846* NAD 83(1986)-  30 00 24.     (N)    095 54 29.     (W)     SCALED    
 BL1846* NAVD 88     -        62.84   (+/-2cm)     206.2    (feet)  VERTCON   
 BL1846  ___________________________________________________________________
 BL1846  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL1846
 BL1846  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1846
 BL1846.The horizontal coordinates were scaled from a topographic map and have
 BL1846.an estimated accuracy of +/- 6 seconds.
 BL1846
 BL1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1846.The vertical order pertains to the NGVD 29 superseded value.
 BL1846
 BL1846.The geoid height was determined by GEOID03.
 BL1846
 BL1846;                    North         East    Units  Estimated Accuracy
 BL1846;SPC TXSC     - 4,244,810.      898,260.      MT  (+/- 180 meters Scaled)
 BL1846
 BL1846                          SUPERSEDED SURVEY CONTROL
 BL1846
 BL1846  NGVD 29 (04/06/79)   62.826  (m)          206.12   (f) ADJUSTED    1 2
 BL1846
 BL1846.Superseded values are not recommended for survey control.
 BL1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1846.See file dsdata.txt to determine how the superseded data were derived.
 BL1846
 BL1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP194230(NAD 83)
 BL1846_MARKER: DB = BENCH MARK DISK
 BL1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1846_SP_SET: CONCRETE POST
 BL1846_STAMPING: E 1026 1954
 BL1846_MARK LOGO: CGS   
 BL1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1846+STABILITY: SURFACE MOTION
 BL1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1846+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 BL1846
 BL1846  HISTORY     - Date     Condition        Report By
 BL1846  HISTORY     - 1954     MONUMENTED       CGS
 BL1846  HISTORY     - 1978     GOOD             NGS
 BL1846  HISTORY     - 19990715 MARK NOT FOUND   USPSQD
 BL1846  HISTORY     - 20041014 GOOD             USPSQD
 BL1846
 BL1846                          STATION DESCRIPTION
 BL1846
 BL1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1846'4.15 MI SOUTH FROM WALLER.
 BL1846'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 BL1846'RAILROAD STATION AT WALLER, THENCE 3.0 MILES SOUTH ALONG MATHIS ROAD,
 BL1846'52 FEET WEST OF THE CENTER LINE OF MATHIS ROAD, 3.8 FEET EAST OF A
 BL1846'FENCE, 0.1 MILE NORTH OF A SMALL WOODEN BRIDGE, 2.5 FEET SOUTH OF A
 BL1846'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BL1846'FOOT ABOVE THE GROUND.
 BL1846
 BL1846                          STATION RECOVERY (1978)
 BL1846
 BL1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1846'RECOVERED IN GOOD CONDITION.  ADD=57 FEET NORTH OF A POLE WITH A GUY
 BL1846'LINE CROSSING THE ROAD.
 BL1846
 BL1846                          STATION RECOVERY (1999)
 BL1846
 BL1846'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1846'MARK NOT FOUND.
 BL1846
 BL1846                          STATION RECOVERY (2004)
 BL1846
 BL1846'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1846'METAL WETNESS POST. ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0243 ***********************************************************************
 AX0243  DESIGNATION -  E 1027 RESET 1959
 AX0243  PID         -  AX0243
 AX0243  STATE/COUNTY-  TX/AUSTIN
 AX0243  USGS QUAD   -  BURLEIGH (1981)
 AX0243
 AX0243                         *CURRENT SURVEY CONTROL
 AX0243  ___________________________________________________________________
 AX0243* NAD 83(1986)-  29 53 32.     (N)    096 09 01.     (W)     SCALED    
 AX0243* NAVD 88     -        48.82   (+/-2cm)     160.2    (feet)  VERTCON   
 AX0243  ___________________________________________________________________
 AX0243  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0243
 AX0243  VERT ORDER  -  THIRD (See Below)
 AX0243
 AX0243.The horizontal coordinates were scaled from a topographic map and have
 AX0243.an estimated accuracy of +/- 6 seconds.
 AX0243
 AX0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0243.The vertical order pertains to the NGVD 29 superseded value.
 AX0243
 AX0243.The geoid height was determined by GEOID03.
 AX0243
 AX0243;                    North         East    Units  Estimated Accuracy
 AX0243;SPC TXSC     - 4,231,540.      875,200.      MT  (+/- 180 meters Scaled)
 AX0243
 AX0243                          SUPERSEDED SURVEY CONTROL
 AX0243
 AX0243  NGVD 29 (??/??/??)   48.80   (m)          160.1    (f) RESET       3  
 AX0243
 AX0243.Superseded values are not recommended for survey control.
 AX0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0243.See file dsdata.txt to determine how the superseded data were derived.
 AX0243
 AX0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU752102(NAD 83)
 AX0243_MARKER: DB = BENCH MARK DISK
 AX0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0243_STAMPING: E 1027 RESET 1959
 AX0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0243+STABILITY: SURFACE MOTION
 AX0243
 AX0243  HISTORY     - Date     Condition        Report By
 AX0243  HISTORY     - 1959     MONUMENTED       TXHD
 AX0243  HISTORY     - 1988     GOOD             USPSQD
 AX0243  HISTORY     - 19991023 GOOD             USPSQD
 AX0243
 AX0243                          STATION DESCRIPTION
 AX0243
 AX0243'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AX0243'5.45 MI NE FROM PETERS.
 AX0243'THE MARK IS LOCATED 1.65 MILES SOUTHEAST ALONG THE GULF, COLORADO AND
 AX0243'SANTA FE RAILROAD FROM THE STATION SIGN AT PETERS, THENCE 3.8 MILES
 AX0243'NORTH ALONG TEXAS HIGHWAY DEPARTMENT FM ROAD NO. 331, 49 FEET WEST OF
 AX0243'THE CENTERLINE OF FM 331, 1 FOOT EAST OF A FENCE, 58 FEET NORTH OF THE
 AX0243'CENTERLINE OF A PRIVATE DRIVE LEADING WEST, 1.8 FOOT SOUTH OF A
 AX0243'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AX0243'FOOT ABOVE THE GROUND.
 AX0243
 AX0243                          STATION RECOVERY (1988)
 AX0243
 AX0243'RECOVERY NOTE BY US POWER SQUADRON 1988 (GPH)
 AX0243'RECOVERED IN GOOD CONDITION.
 AX0243
 AX0243                          STATION RECOVERY (1999)
 AX0243
 AX0243'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0219 ***********************************************************************
 AX0219  DESIGNATION -  E 1028
 AX0219  PID         -  AX0219
 AX0219  STATE/COUNTY-  TX/WALLER
 AX0219  USGS QUAD   -  SUNNY SIDE (1980)
 AX0219
 AX0219                         *CURRENT SURVEY CONTROL
 AX0219  ___________________________________________________________________
 AX0219* NAD 83(1986)-  29 57 21.     (N)    096 02 23.     (W)     SCALED    
 AX0219* NAVD 88     -        52.10   (+/-2cm)     170.9    (feet)  VERTCON   
 AX0219  ___________________________________________________________________
 AX0219  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0219
 AX0219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0219
 AX0219.The horizontal coordinates were scaled from a topographic map and have
 AX0219.an estimated accuracy of +/- 6 seconds.
 AX0219
 AX0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0219.The vertical order pertains to the NGVD 29 superseded value.
 AX0219
 AX0219.The geoid height was determined by GEOID03.
 AX0219
 AX0219;                    North         East    Units  Estimated Accuracy
 AX0219;SPC TXSC     - 4,238,850.      885,700.      MT  (+/- 180 meters Scaled)
 AX0219
 AX0219                          SUPERSEDED SURVEY CONTROL
 AX0219
 AX0219  NGVD 29 (??/??/92)   52.088  (m)          170.89   (f) ADJ UNCH    2 0
 AX0219
 AX0219.Superseded values are not recommended for survey control.
 AX0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0219.See file dsdata.txt to determine how the superseded data were derived.
 AX0219
 AX0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU857175(NAD 83)
 AX0219_MARKER: DB = BENCH MARK DISK
 AX0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0219_STAMPING: E 1028 1954
 AX0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0219+STABILITY: SURFACE MOTION
 AX0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0219+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AX0219
 AX0219  HISTORY     - Date     Condition        Report By
 AX0219  HISTORY     - 1954     MONUMENTED       CGS
 AX0219  HISTORY     - 20041016 GOOD             USPSQD
 AX0219
 AX0219                          STATION DESCRIPTION
 AX0219
 AX0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0219'11.2 MI S FROM HEMPSTEAD.
 AX0219'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 AX0219'HEMPSTEAD, THENCE 8.75 MILES SOUTH ALONG FARM ROAD 359, 0.1 MILE SOUTH
 AX0219'OF A SMALL CONCRETE BRIDGE, 49 FEET WEST OF THE CENTER LINE OF THE
 AX0219'FARM ROAD, 1.4 FEET EAST OF A FENCE, 2.3 FEET NORTH OF A WITNESS POST,
 AX0219'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 AX0219'GROUND.
 AX0219
 AX0219                          STATION RECOVERY (2004)
 AX0219
 AX0219'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0219'METAL WITNESS POST AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0155 ***********************************************************************
 BM0155  DESIGNATION -  E 1029
 BM0155  PID         -  BM0155
 BM0155  STATE/COUNTY-  TX/WALLER
 BM0155  USGS QUAD   -  HEMPSTEAD (1980)
 BM0155
 BM0155                         *CURRENT SURVEY CONTROL
 BM0155  ___________________________________________________________________
 BM0155* NAD 83(1986)-  30 05 00.     (N)    096 04 57.     (W)     SCALED    
 BM0155* NAVD 88     -        69.94   (+/-2cm)     229.5    (feet)  VERTCON   
 BM0155  ___________________________________________________________________
 BM0155  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BM0155
 BM0155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0155
 BM0155.The horizontal coordinates were scaled from a topographic map and have
 BM0155.an estimated accuracy of +/- 6 seconds.
 BM0155
 BM0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0155.The vertical order pertains to the NGVD 29 superseded value.
 BM0155
 BM0155.The geoid height was determined by GEOID03.
 BM0155
 BM0155;                    North         East    Units  Estimated Accuracy
 BM0155;SPC TXSC     - 4,252,870.      881,220.      MT  (+/- 180 meters Scaled)
 BM0155
 BM0155                          SUPERSEDED SURVEY CONTROL
 BM0155
 BM0155  NGVD 29 (??/??/92)   69.920  (m)          229.40   (f) ADJ UNCH    2 0
 BM0155
 BM0155.Superseded values are not recommended for survey control.
 BM0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0155.See file dsdata.txt to determine how the superseded data were derived.
 BM0155
 BM0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU812316(NAD 83)
 BM0155_MARKER: DB = BENCH MARK DISK
 BM0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0155_STAMPING: E 1029 1954
 BM0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0155+STABILITY: SURFACE MOTION
 BM0155
 BM0155  HISTORY     - Date     Condition        Report By
 BM0155  HISTORY     - 1954     MONUMENTED       CGS
 BM0155  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0155  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0155  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BM0155
 BM0155                          STATION DESCRIPTION
 BM0155
 BM0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0155'1.35 MI S FROM HEMPSTEAD.
 BM0155'1.35 MILES SOUTH ALONG STATE HIGHWAY 159 FROM THE COURTHOUSE AT
 BM0155'HEMPSTEAD, 45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET
 BM0155'EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BM0155'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0155
 BM0155                          STATION RECOVERY (1991)
 BM0155
 BM0155'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0155'MARK NOT FOUND.
 BM0155
 BM0155                          STATION RECOVERY (1999)
 BM0155
 BM0155'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0155'MARK NOT FOUND.
 BM0155
 BM0155                          STATION RECOVERY (2005)
 BM0155
 BM0155'RECOVERY NOTE BY US POWER SQUADRON 2005 (CG)
 BM0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0007 ***********************************************************************
 BO0007  DESIGNATION -  E 103
 BO0007  PID         -  BO0007
 BO0007  STATE/COUNTY-  TX/KIMBLE
 BO0007  USGS QUAD   -  ROOSEVELT (1987)
 BO0007
 BO0007                         *CURRENT SURVEY CONTROL
 BO0007  ___________________________________________________________________
 BO0007* NAD 83(1986)-  30 29 06.     (N)    100 03 43.     (W)     SCALED    
 BO0007* NAVD 88     -       629.618  (meters)    2065.67   (feet)  POSTED    
 BO0007  ___________________________________________________________________
 BO0007  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 BO0007  DYNAMIC HT  -         628.720 (meters)    2062.73  (feet)  COMP
 BO0007  MODELED GRAV-     979,193.2   (mgal)                       NAVD 88
 BO0007
 BO0007  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BO0007
 BO0007.The horizontal coordinates were scaled from a topographic map and have
 BO0007.an estimated accuracy of +/- 6 seconds.
 BO0007
 BO0007.The orthometric height was determined by differential leveling
 BO0007.and adjusted by the National Geodetic Survey in 1992..
 BO0007.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BO0007.rate of 1.1 thru 2.0 mm/km.
 BO0007
 BO0007.The geoid height was determined by GEOID03.
 BO0007
 BO0007.The dynamic height is computed by dividing the NAVD 88
 BO0007.geopotential number by the normal gravity value computed on the
 BO0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0007.degrees latitude (g = 980.6199 gals.).
 BO0007
 BO0007.The modeled gravity was interpolated from observed gravity values.
 BO0007
 BO0007;                    North         East    Units  Estimated Accuracy
 BO0007;SPC TX C     - 3,090,750.      726,060.      MT  (+/- 180 meters Scaled)
 BO0007
 BO0007                          SUPERSEDED SURVEY CONTROL
 BO0007
 BO0007  NGVD 29 (??/??/92)  629.544  (m)         2065.43   (f) ADJ UNCH    1 2
 BO0007
 BO0007.Superseded values are not recommended for survey control.
 BO0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0007.See file dsdata.txt to determine how the superseded data were derived.
 BO0007
 BO0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU980730(NAD 83)
 BO0007_MARKER: DB = BENCH MARK DISK
 BO0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0007_STAMPING: E 103 1932
 BO0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0007+STABILITY: SURFACE MOTION
 BO0007
 BO0007  HISTORY     - Date     Condition        Report By
 BO0007  HISTORY     - 1932     MONUMENTED       CGS
 BO0007  HISTORY     - 1958     GOOD             NGS
 BO0007
 BO0007                          STATION DESCRIPTION
 BO0007
 BO0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0007'20.35 MI W FROM JUNCTION.
 BO0007'ABOUT 20.05 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0007'JUNCTION, TO THE WEST END OF LOOP 291, THENCE 0.3 MILES NORTHEAST
 BO0007'ALONG LOOP 291.  0.45 MILES SOUTHWEST OF THE VILLAGE OF ROOSEVELT, 41
 BO0007'FEET NORTHWEST OF THE CENTER LINE OF THE LOOP 291, IN A FENCE LINE, 2
 BO0007'FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 BO0007'LEVEL OF THE ROAD, AND IN A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0088 ***********************************************************************
 BM0088  DESIGNATION -  E 1030
 BM0088  PID         -  BM0088
 BM0088  STATE/COUNTY-  TX/WALLER
 BM0088  USGS QUAD   -  HEMPSTEAD (1980)
 BM0088
 BM0088                         *CURRENT SURVEY CONTROL
 BM0088  ___________________________________________________________________
 BM0088* NAD 83(1986)-  30 06 16.     (N)    096 05 23.     (W)     SCALED    
 BM0088* NAVD 88     -        72.30   (+/-2cm)     237.2    (feet)  VERTCON   
 BM0088  ___________________________________________________________________
 BM0088  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BM0088
 BM0088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0088
 BM0088.The horizontal coordinates were scaled from a topographic map and have
 BM0088.an estimated accuracy of +/- 6 seconds.
 BM0088
 BM0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0088.The vertical order pertains to the NGVD 29 superseded value.
 BM0088
 BM0088.The geoid height was determined by GEOID03.
 BM0088
 BM0088;                    North         East    Units  Estimated Accuracy
 BM0088;SPC TXSC     - 4,255,200.      880,470.      MT  (+/- 180 meters Scaled)
 BM0088
 BM0088                          SUPERSEDED SURVEY CONTROL
 BM0088
 BM0088  NGVD 29 (??/??/92)   72.286  (m)          237.16   (f) ADJ UNCH    2 0
 BM0088
 BM0088.Superseded values are not recommended for survey control.
 BM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0088.See file dsdata.txt to determine how the superseded data were derived.
 BM0088
 BM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU804339(NAD 83)
 BM0088_MARKER: DB = BENCH MARK DISK
 BM0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0088_STAMPING: E 1030 1954
 BM0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0088+STABILITY: SURFACE MOTION
 BM0088
 BM0088  HISTORY     - Date     Condition        Report By
 BM0088  HISTORY     - 1954     MONUMENTED       CGS
 BM0088  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0088  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0088
 BM0088                          STATION DESCRIPTION
 BM0088
 BM0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0088'0.8 MI W FROM HEMPSTEAD.
 BM0088'0.8 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0088'STATION AT HEMPSTEAD, 57 FEET SOUTHWEST OF THE CENTER OF A PRIVATE
 BM0088'ROAD CROSSING, 41 FEET SOUTH OF THE SOUTH RAIL, 16 FEET SOUTH OF THE
 BM0088'OF THE 1ST POLE EAST OF MILEPOST 1, 65 FEET NORTHEAST OF THE CENTER
 BM0088'LINE OF A SANDY ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BM0088'0.8 FOOT ABOVE THE GROUND.
 BM0088
 BM0088                          STATION RECOVERY (1991)
 BM0088
 BM0088'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0088'MARK NOT FOUND.
 BM0088
 BM0088                          STATION RECOVERY (1999)
 BM0088
 BM0088'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1563 ***********************************************************************
 BL1563  DESIGNATION -  E 1031
 BL1563  PID         -  BL1563
 BL1563  STATE/COUNTY-  TX/HARRIS
 BL1563  USGS QUAD   -  WALLER (1980)
 BL1563
 BL1563                         *CURRENT SURVEY CONTROL
 BL1563  ___________________________________________________________________
 BL1563* NAD 83(1986)-  30 06 34.     (N)    095 55 17.     (W)     SCALED    
 BL1563* NAVD 88     -        86.56   (+/-2cm)     284.0    (feet)  VERTCON   
 BL1563  ___________________________________________________________________
 BL1563  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1563
 BL1563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1563
 BL1563.The horizontal coordinates were scaled from a topographic map and have
 BL1563.an estimated accuracy of +/- 6 seconds.
 BL1563
 BL1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1563.The vertical order pertains to the NGVD 29 superseded value.
 BL1563
 BL1563.The geoid height was determined by GEOID03.
 BL1563
 BL1563;                    North         East    Units  Estimated Accuracy
 BL1563;SPC TXSC     - 4,256,170.      896,670.      MT  (+/- 180 meters Scaled)
 BL1563
 BL1563                          SUPERSEDED SURVEY CONTROL
 BL1563
 BL1563  NGVD 29 (??/??/92)   86.543  (m)          283.93   (f) ADJ UNCH    2 0
 BL1563
 BL1563.Superseded values are not recommended for survey control.
 BL1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1563.See file dsdata.txt to determine how the superseded data were derived.
 BL1563
 BL1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP184345(NAD 83)
 BL1563_MARKER: DB = BENCH MARK DISK
 BL1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1563_STAMPING: E 1031 1954
 BL1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1563+STABILITY: SURFACE MOTION
 BL1563
 BL1563  HISTORY     - Date     Condition        Report By
 BL1563  HISTORY     - 1954     MONUMENTED       CGS
 BL1563  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1563  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1563  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1563  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1563  HISTORY     - 20050912 MARK NOT FOUND   GEOCAC
 BL1563
 BL1563                          STATION DESCRIPTION
 BL1563
 BL1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1563'4.0 MI N FROM WALLER.
 BL1563'0.35 MILE EAST ALONG AN OILED STREET FROM THE TEXAS AND NEW ORLEANS
 BL1563'RAILROAD STATION AT WALLER, THENCE 3.65 MILES NORTH ALONG THE FIELDS
 BL1563'STORE ROAD, AT A CURVE IN THE ROAD, 29 FEET NORTH OF THE CENTER LINE
 BL1563'OF THE ROAD, AT THE WEST END OF A 0.15 MILE WEST OF A JUNCTION WITH
 BL1563'CASTLE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 BL1563'ABOVE THE GROUND.
 BL1563
 BL1563                          STATION RECOVERY (1978)
 BL1563
 BL1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1563'NOT RECOVERED.  AREA DESCRIBED HAS A NEW FENCE LINE AND UNDERGROUND
 BL1563'CABLES WERE PUT IN.
 BL1563
 BL1563                          STATION RECOVERY (1987)
 BL1563
 BL1563'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1563'MARK NOT FOUND.
 BL1563
 BL1563                          STATION RECOVERY (1993)
 BL1563
 BL1563'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1563'MARK NOT FOUND.
 BL1563
 BL1563                          STATION RECOVERY (2005)
 BL1563
 BL1563'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWB)
 BL1563'MARK NOT FOUND.
 BL1563
 BL1563                          STATION RECOVERY (2005)
 BL1563
 BL1563'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1563'RECOVERED ROUND CONCRETE MONUMENT OF 1954 TYPE. STEM AND IMPRESSION OF
 BL1563'DISK VISIBLE IN THE CONCRETE. DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1544 ***********************************************************************
 BL1544  DESIGNATION -  E 1032
 BL1544  PID         -  BL1544
 BL1544  STATE/COUNTY-  TX/WALLER
 BL1544  USGS QUAD   -  WALLER NW (1980)
 BL1544
 BL1544                         *CURRENT SURVEY CONTROL
 BL1544  ___________________________________________________________________
 BL1544* NAD 83(1986)-  30 08 28.     (N)    095 52 37.     (W)     SCALED    
 BL1544* NAVD 88     -        86.71   (+/-2cm)     284.5    (feet)  VERTCON   
 BL1544  ___________________________________________________________________
 BL1544  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL1544
 BL1544  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1544
 BL1544.The horizontal coordinates were scaled from a topographic map and have
 BL1544.an estimated accuracy of +/- 6 seconds.
 BL1544
 BL1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1544.The vertical order pertains to the NGVD 29 superseded value.
 BL1544
 BL1544.The geoid height was determined by GEOID03.
 BL1544
 BL1544;                    North         East    Units  Estimated Accuracy
 BL1544;SPC TXSC     - 4,259,790.      900,860.      MT  (+/- 180 meters Scaled)
 BL1544
 BL1544                          SUPERSEDED SURVEY CONTROL
 BL1544
 BL1544  NGVD 29 (??/??/92)   86.695  (m)          284.43   (f) ADJ UNCH    2 0
 BL1544
 BL1544.Superseded values are not recommended for survey control.
 BL1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1544.See file dsdata.txt to determine how the superseded data were derived.
 BL1544
 BL1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP228379(NAD 83)
 BL1544_MARKER: DB = BENCH MARK DISK
 BL1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1544_STAMPING: E 1032 1954
 BL1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1544+STABILITY: SURFACE MOTION
 BL1544
 BL1544  HISTORY     - Date     Condition        Report By
 BL1544  HISTORY     - 1954     MONUMENTED       CGS
 BL1544  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1544  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1544
 BL1544                          STATION DESCRIPTION
 BL1544
 BL1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1544'10.45 MI NE FROM WALLER.
 BL1544'0.35 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1544'RAILROAD STATION AT WALLER, THENCE 4.8 MILES NORTH ALONG THE FIELDS
 BL1544'STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER ROAD, THENCE 2.0 MILES
 BL1544'NORTH ALONG THE FIELDS STORE ROAD, THENCE 1.1 MILES EAST ALONG A DIRT
 BL1544'ROAD, THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.2 MILE EAST
 BL1544'ALONG A DIRT ROAD, THENCE 0.45 MILE SOUTH ALONG A DIRT ROAD, THENCE
 BL1544'0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT
 BL1544'ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH
 BL1544'ALONG A DIRT ROAD, 31 FEET EAST OF THE CENTER LINE OF A ROAD, 6 FEET
 BL1544'WEST OF A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, 300 FEET NORTH OF A
 BL1544'ROAD LEADING WEST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL1544'0.7 FOOT ABOVE THE GROUND.
 BL1544
 BL1544                          STATION RECOVERY (1978)
 BL1544
 BL1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1544'NOT RECOVERED.
 BL1544
 BL1544                          STATION RECOVERY (1987)
 BL1544
 BL1544'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1507 ***********************************************************************
 BL1507  DESIGNATION -  E 1033
 BL1507  PID         -  BL1507
 BL1507  STATE/COUNTY-  TX/WALLER
 BL1507  USGS QUAD   -  WALLER NW (1980)
 BL1507
 BL1507                         *CURRENT SURVEY CONTROL
 BL1507  ___________________________________________________________________
 BL1507* NAD 83(1986)-  30 10 18.     (N)    095 55 33.     (W)     SCALED    
 BL1507* NAVD 88     -        92.60   (+/-2cm)     303.8    (feet)  VERTCON   
 BL1507  ___________________________________________________________________
 BL1507  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL1507
 BL1507  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1507
 BL1507.The horizontal coordinates were scaled from a topographic map and have
 BL1507.an estimated accuracy of +/- 6 seconds.
 BL1507
 BL1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1507.The vertical order pertains to the NGVD 29 superseded value.
 BL1507
 BL1507.The geoid height was determined by GEOID03.
 BL1507
 BL1507;                    North         East    Units  Estimated Accuracy
 BL1507;SPC TXSC     - 4,263,050.      896,060.      MT  (+/- 180 meters Scaled)
 BL1507
 BL1507                          SUPERSEDED SURVEY CONTROL
 BL1507
 BL1507  NGVD 29 (??/??/92)   92.582  (m)          303.75   (f) ADJ UNCH    2 0
 BL1507
 BL1507.Superseded values are not recommended for survey control.
 BL1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1507.See file dsdata.txt to determine how the superseded data were derived.
 BL1507
 BL1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP182414(NAD 83)
 BL1507_MARKER: DB = BENCH MARK DISK
 BL1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1507_STAMPING: E 1033 1954
 BL1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1507+STABILITY: SURFACE MOTION
 BL1507
 BL1507  HISTORY     - Date     Condition        Report By
 BL1507  HISTORY     - 1954     MONUMENTED       CGS
 BL1507  HISTORY     - 1987     GOOD             USPSQD
 BL1507  HISTORY     - 19990718 MARK NOT FOUND   USPSQD
 BL1507
 BL1507                          STATION DESCRIPTION
 BL1507
 BL1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1507'20.95 MI S FROM NAVASOTA.
 BL1507'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1507'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1507'GRAVELED ROAD, THENCE 2.9 MILES SOUTH ALONG FARM ROAD 245, THENCE 2.05
 BL1507'MILES SOUTH ALONG A DIRT ROAD, THENCE 5.2 MILES SOUTH ALONG AN OILED
 BL1507'ROAD, 40 FEET WEST OF THE CENTER LINE OF AN OILED ROAD, 105 FEET
 BL1507'SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY LEADING EAST TO A
 BL1507'FARMHOUSE, 1.4 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 BL1507'0.4 MILE NORTH OF FIELDS STORE SCHOOL, SET IN THE TOP OF A CONCRETE
 BL1507'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, 0.5 MILE NORTH OF BENCH
 BL1507'MARK M 1031.
 BL1507
 BL1507                          STATION RECOVERY (1987)
 BL1507
 BL1507'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1507'RECOVERED IN GOOD CONDITION.
 BL1507
 BL1507                          STATION RECOVERY (1999)
 BL1507
 BL1507'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0710 ***********************************************************************
 BM0710  DESIGNATION -  E 1034
 BM0710  PID         -  BM0710
 BM0710  STATE/COUNTY-  TX/WILLIAMSON
 BM0710  USGS QUAD   -  ROUND ROCK (1987)
 BM0710
 BM0710                         *CURRENT SURVEY CONTROL
 BM0710  ___________________________________________________________________
 BM0710* NAD 83(1986)-  30 32 24.     (N)    097 42 00.     (W)     SCALED    
 BM0710* NAVD 88     -       230.57   (+/-2cm)     756.5    (feet)  VERTCON   
 BM0710  ___________________________________________________________________
 BM0710  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BM0710
 BM0710  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0710
 BM0710.The horizontal coordinates were scaled from a topographic map and have
 BM0710.an estimated accuracy of +/- 6 seconds.
 BM0710
 BM0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0710.The vertical order pertains to the NGVD 29 superseded value.
 BM0710
 BM0710.The geoid height was determined by GEOID03.
 BM0710
 BM0710;                    North         East    Units  Estimated Accuracy
 BM0710;SPC TX C     - 3,099,800.      952,650.      MT  (+/- 180 meters Scaled)
 BM0710
 BM0710                          SUPERSEDED SURVEY CONTROL
 BM0710
 BM0710  NGVD 29 (??/??/92)  230.494  (m)          756.21   (f) ADJ UNCH    2 0
 BM0710
 BM0710.Superseded values are not recommended for survey control.
 BM0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0710.See file dsdata.txt to determine how the superseded data were derived.
 BM0710
 BM0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU247793(NAD 83)
 BM0710_MARKER: DB = BENCH MARK DISK
 BM0710_SETTING: 80 = SET IN A BOULDER
 BM0710_SP_SET: BOULDER
 BM0710_STAMPING: E 1034 1954
 BM0710_MARK LOGO: CGS   
 BM0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0710+STABILITY: SURFACE MOTION
 BM0710
 BM0710  HISTORY     - Date     Condition        Report By
 BM0710  HISTORY     - 1954     MONUMENTED       CGS
 BM0710  HISTORY     - 1980     GOOD             NGS
 BM0710  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0710
 BM0710                          STATION DESCRIPTION
 BM0710
 BM0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0710'2.95 MI N FROM ROUND ROCK.
 BM0710'2.95 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0710'FROM THE STATION AT ROUND ROCK, 1 1/2 POLES SOUTH OF MILEPOST 3, 91.4
 BM0710'FEET WEST OF THE WEST RAIL, 30 FEET SOUTHEAST OF A LARGE HACKBERRY
 BM0710'TREE, 51 FEET WEST OF A FENCE, 4 FEET BELOW THE TOP OF THE RAILS, SET
 BM0710'IN THE TOP OF A LIMESTONE BOULDER.
 BM0710
 BM0710                          STATION RECOVERY (1980)
 BM0710
 BM0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0710'RECOVERED IN GOOD CONDITION.
 BM0710
 BM0710                          STATION RECOVERY (1990)
 BM0710
 BM0710'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0723 ***********************************************************************
 BM0723  DESIGNATION -  E 1035
 BM0723  PID         -  BM0723
 BM0723  STATE/COUNTY-  TX/WILLIAMSON
 BM0723  USGS QUAD   -  GEORGETOWN (1982)
 BM0723
 BM0723                         *CURRENT SURVEY CONTROL
 BM0723  ___________________________________________________________________
 BM0723* NAD 83(1986)-  30 40 46.     (N)    097 40 37.     (W)     SCALED    
 BM0723* NAVD 88     -       230.21   (+/-2cm)     755.3    (feet)  VERTCON   
 BM0723  ___________________________________________________________________
 BM0723  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0723
 BM0723  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0723
 BM0723.This mark is at Georgetown Muni (T04) Airport (T04)
 BM0723
 BM0723.The horizontal coordinates were scaled from a topographic map and have
 BM0723.an estimated accuracy of +/- 6 seconds.
 BM0723
 BM0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0723.The vertical order pertains to the NGVD 29 superseded value.
 BM0723
 BM0723.The geoid height was determined by GEOID03.
 BM0723
 BM0723;                    North         East    Units  Estimated Accuracy
 BM0723;SPC TX C     - 3,115,310.      954,490.      MT  (+/- 180 meters Scaled)
 BM0723
 BM0723                          SUPERSEDED SURVEY CONTROL
 BM0723
 BM0723  NGVD 29 (??/??/92)  230.113  (m)          754.96   (f) ADJ UNCH    2 0
 BM0723
 BM0723.Superseded values are not recommended for survey control.
 BM0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0723.See file dsdata.txt to determine how the superseded data were derived.
 BM0723
 BM0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU267948(NAD 83)
 BM0723_MARKER: DB = BENCH MARK DISK
 BM0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0723_SP_SET: RUNWAY
 BM0723_STAMPING: E 1035 1954
 BM0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0723
 BM0723  HISTORY     - Date     Condition        Report By
 BM0723  HISTORY     - 1954     MONUMENTED       CGS
 BM0723  HISTORY     - 1990     GOOD             USPSQD
 BM0723  HISTORY     - 19991231 GOOD             USPSQD
 BM0723
 BM0723                          STATION DESCRIPTION
 BM0723
 BM0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0723'3.55 MI NW FROM GEORGETOWN.
 BM0723'0.2 MILE EAST ALONG A PAVED STREET FROM THE INTERNATIONAL AND GREAT
 BM0723'NORTHERN RAILROAD STATION AT GEORGETOWN, THENCE 1.6 MILES NORTH ALONG
 BM0723'U.S. HIGHWAY 81, THENCE 0.45 MILE NORTHWEST ALONG AN OILED ROAD,
 BM0723'THENCE 1.05 MILES NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 BM0723'WEST ALONG THE GEORGETOWN MUNICIPAL AIRPORT ROAD, 21.6 FEET SOUTH OF
 BM0723'THE SOUTHWEST CORNER OF THE HANGAR, 183 FEET NORTH OF THE CENTER LINE
 BM0723'OF THE ROAD, SET IN THE TOP OF THE SOUTH END OF THE CONCRETE RUNWAY
 BM0723'FOR THE HANGAR DOORS, 3 FEET ABOVE THE GROUND.
 BM0723
 BM0723                          STATION RECOVERY (1990)
 BM0723
 BM0723'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0723'RECOVERED IN GOOD CONDITION.
 BM0723
 BM0723                          STATION RECOVERY (1999)
 BM0723
 BM0723'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1734 ***********************************************************************
 BK1734  DESIGNATION -  E 1037
 BK1734  PID         -  BK1734
 BK1734  STATE/COUNTY-  TX/ORANGE
 BK1734  USGS QUAD   -  ECHO (1994)
 BK1734
 BK1734                         *CURRENT SURVEY CONTROL
 BK1734  ___________________________________________________________________
 BK1734* NAD 83(1986)-  30 09 05.     (N)    093 43 01.     (W)     SCALED    
 BK1734* NAVD 88     -         3.523  (meters)      11.56   (feet)  ADJUSTED  
 BK1734  ___________________________________________________________________
 BK1734  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1734  DYNAMIC HT  -           3.518 (meters)      11.54  (feet)  COMP
 BK1734  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 BK1734
 BK1734  VERT ORDER  -  FIRST     CLASS I
 BK1734
 BK1734.The horizontal coordinates were scaled from a topographic map and have
 BK1734.an estimated accuracy of +/- 6 seconds.
 BK1734
 BK1734.The orthometric height was determined by differential leveling
 BK1734.and adjusted by the National Geodetic Survey in June 1991..
 BK1734
 BK1734.The geoid height was determined by GEOID03.
 BK1734
 BK1734.The dynamic height is computed by dividing the NAVD 88
 BK1734.geopotential number by the normal gravity value computed on the
 BK1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1734.degrees latitude (g = 980.6199 gals.).
 BK1734
 BK1734.The modeled gravity was interpolated from observed gravity values.
 BK1734
 BK1734;                    North         East    Units  Estimated Accuracy
 BK1734;SPC TX C     - 3,072,690.    1,337,040.      MT  (+/- 180 meters Scaled)
 BK1734
 BK1734                          SUPERSEDED SURVEY CONTROL
 BK1734
 BK1734  NGVD 29 (??/??/??)    3.482  (m)           11.42   (f) ADJUSTED    1 1
 BK1734
 BK1734.Superseded values are not recommended for survey control.
 BK1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1734.See file dsdata.txt to determine how the superseded data were derived.
 BK1734
 BK1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP309357(NAD 83)
 BK1734_MARKER: DB = BENCH MARK DISK
 BK1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1734_STAMPING: E 1037 1955
 BK1734_MARK LOGO: CGS   
 BK1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1734+STABILITY: SURFACE MOTION
 BK1734
 BK1734  HISTORY     - Date     Condition        Report By
 BK1734  HISTORY     - 1955     MONUMENTED       CGS
 BK1734  HISTORY     - 1972     GOOD             NGS
 BK1734  HISTORY     - 1981     GOOD             NGS
 BK1734  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1734  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1734  HISTORY     - 19880924 MARK NOT FOUND   USPSQD
 BK1734  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1734  HISTORY     - 20010401 MARK NOT FOUND   USPSQD
 BK1734  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1734  HISTORY     - 20040228 GOOD             USPSQD
 BK1734
 BK1734                          STATION DESCRIPTION
 BK1734
 BK1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1734'IN ECHO.
 BK1734'AT ECHO, ABOUT 0.15 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BK1734'THE ALPHA PORTLAND CEMENT PLANT, 56.2 FEET NORTH OF THE NORTH RAIL OF
 BK1734'THE MAIN TRACK, 6 RAILS WEST OF SEMAPHORE 250.8, 250 FEET NORTHEAST OF
 BK1734'AND ACROSS THE TRACK FROM A CEMENT PLANT SMOKESTACK, 176 FEET
 BK1734'WEST-SOUTHWEST OF A IRON PIPE CORNER FENCE POST FOR CHAIN LINK FENCE
 BK1734'AROUND A SMALL TIN BUILDING AND GAS VALVES, 105 FEET EAST-NORTHEAST OF
 BK1734'A RAILROAD SWITCH STAND, 41 FEET NORTH OF THE NORTH RAIL FOR A SIDE
 BK1734'TRACK, 13 1/2 FEET SOUTH OF A 12-INCH ELEVATED(4 FEET) PIPE LINE, 13
 BK1734'FEET NORTHEAST OF A TELEPHONE POLE, 1.6 FEET WEST OF A METAL WITNESS
 BK1734'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 BK1734'A CONCRETE POST FLUSH WITH THE GROUND.
 BK1734
 BK1734                          STATION RECOVERY (1981)
 BK1734
 BK1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1734'RECOVERED IN GOOD CONDITION.
 BK1734
 BK1734                          STATION RECOVERY (1986)
 BK1734
 BK1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1734'SEARCHED FOR BUT NOT RECOVERED.
 BK1734
 BK1734                          STATION RECOVERY (1988)
 BK1734
 BK1734'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1734'MARK NOT FOUND.
 BK1734
 BK1734                          STATION RECOVERY (1988)
 BK1734
 BK1734'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1734'MARK NOT FOUND.
 BK1734
 BK1734                          STATION RECOVERY (1996)
 BK1734
 BK1734'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1734'MARK NOT FOUND.
 BK1734
 BK1734                          STATION RECOVERY (2001)
 BK1734
 BK1734'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1734'MARK NOT FOUND.
 BK1734
 BK1734                          STATION RECOVERY (2002)
 BK1734
 BK1734'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1734'MARK NOT FOUND.
 BK1734
 BK1734                          STATION RECOVERY (2004)
 BK1734
 BK1734'RECOVERY NOTE BY US POWER SQUADRON 2004 (MCK)
 BK1734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0217 ***********************************************************************
 EO0217  DESIGNATION -  E 1038
 EO0217  PID         -  EO0217
 EO0217  STATE/COUNTY-  TX/PARMER
 EO0217  USGS QUAD   -  PARMERTON (1965)
 EO0217
 EO0217                         *CURRENT SURVEY CONTROL
 EO0217  ___________________________________________________________________
 EO0217* NAD 83(1986)-  34 32 09.     (N)    102 52 06.     (W)     SCALED    
 EO0217* NAVD 88     -      1242.815  (meters)    4077.47   (feet)  ADJUSTED  
 EO0217  ___________________________________________________________________
 EO0217  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 EO0217  DYNAMIC HT  -        1241.201 (meters)    4072.17  (feet)  COMP
 EO0217  MODELED GRAV-     979,293.4   (mgal)                       NAVD 88
 EO0217
 EO0217  VERT ORDER  -  FIRST     CLASS II
 EO0217
 EO0217.The horizontal coordinates were scaled from a topographic map and have
 EO0217.an estimated accuracy of +/- 6 seconds.
 EO0217
 EO0217.The orthometric height was determined by differential leveling
 EO0217.and adjusted by the National Geodetic Survey in June 1991..
 EO0217
 EO0217.The geoid height was determined by GEOID03.
 EO0217
 EO0217.The dynamic height is computed by dividing the NAVD 88
 EO0217.geopotential number by the normal gravity value computed on the
 EO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0217.degrees latitude (g = 980.6199 gals.).
 EO0217
 EO0217.The modeled gravity was interpolated from observed gravity values.
 EO0217
 EO0217;                    North         East    Units  Estimated Accuracy
 EO0217;SPC TX N     - 1,060,320.       74,390.      MT  (+/- 180 meters Scaled)
 EO0217
 EO0217                          SUPERSEDED SURVEY CONTROL
 EO0217
 EO0217  NGVD 29 (??/??/92) 1242.262  (m)         4075.65   (f) ADJ UNCH    1 2
 EO0217
 EO0217.Superseded values are not recommended for survey control.
 EO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0217.See file dsdata.txt to determine how the superseded data were derived.
 EO0217
 EO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU956236(NAD 83)
 EO0217_MARKER: DB = BENCH MARK DISK
 EO0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0217_STAMPING: E 1038 1958
 EO0217_MARK LOGO: CGS   
 EO0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0217+STABILITY: SURFACE MOTION
 EO0217
 EO0217  HISTORY     - Date     Condition        Report By
 EO0217  HISTORY     - 1958     MONUMENTED       CGS
 EO0217  HISTORY     - 1984     GOOD             NGS
 EO0217
 EO0217                          STATION DESCRIPTION
 EO0217
 EO0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0217'1.5 MI NE FROM BOVINA.
 EO0217'ABOUT 1.5 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0217'FROM THE STATION AT BOVINA, 10 TELEPHONE POLES NORTHEAST OF MILE POST
 EO0217'633, 42 FEET SOUTHEAST OF THE NEAR RAIL, 29 FEET NORTHWEST OF THE
 EO0217'CENTER LINE OF A DIRT ROAD, 3 1/2 FEET SOUTHEAST OF A TELEPHONE POLE,
 EO0217'2 FEET NORTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE TRACK,
 EO0217'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 EO0217'CONCRETE POST PROJECTING 6 INCHES.
 EO0217
 EO0217                          STATION RECOVERY (1984)
 EO0217
 EO0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0217'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.4 KM
 EO0217'(10.85 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0217'RAILROAD FROM THE STATION IN FRIONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0183 ***********************************************************************
 EO0183  DESIGNATION -  E 1039
 EO0183  PID         -  EO0183
 EO0183  STATE/COUNTY-  TX/PARMER
 EO0183  USGS QUAD   -  SUMMERFIELD (1966)
 EO0183
 EO0183                         *CURRENT SURVEY CONTROL
 EO0183  ___________________________________________________________________
 EO0183* NAD 83(1986)-  34 42 13.     (N)    102 34 13.     (W)     SCALED    
 EO0183* NAVD 88     -      1205.145  (meters)    3953.88   (feet)  ADJUSTED  
 EO0183  ___________________________________________________________________
 EO0183  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 EO0183  DYNAMIC HT  -        1203.605 (meters)    3948.83  (feet)  COMP
 EO0183  MODELED GRAV-     979,315.4   (mgal)                       NAVD 88
 EO0183
 EO0183  VERT ORDER  -  FIRST     CLASS II
 EO0183
 EO0183.The horizontal coordinates were scaled from a topographic map and have
 EO0183.an estimated accuracy of +/- 6 seconds.
 EO0183
 EO0183.The orthometric height was determined by differential leveling
 EO0183.and adjusted by the National Geodetic Survey in June 1991..
 EO0183.WARNING-Repeat measurements at this control monument indicate possible
 EO0183.vertical movement.
 EO0183
 EO0183.The geoid height was determined by GEOID03.
 EO0183
 EO0183.The dynamic height is computed by dividing the NAVD 88
 EO0183.geopotential number by the normal gravity value computed on the
 EO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0183.degrees latitude (g = 980.6199 gals.).
 EO0183
 EO0183.The modeled gravity was interpolated from observed gravity values.
 EO0183
 EO0183;                    North         East    Units  Estimated Accuracy
 EO0183;SPC TX N     - 1,078,590.      101,950.      MT  (+/- 180 meters Scaled)
 EO0183
 EO0183                          SUPERSEDED SURVEY CONTROL
 EO0183
 EO0183  NGVD 29 (??/??/92) 1204.585  (m)         3952.04   (f) ADJ UNCH    1 2
 EO0183
 EO0183.Superseded values are not recommended for survey control.
 EO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0183.See file dsdata.txt to determine how the superseded data were derived.
 EO0183
 EO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU225428(NAD 83)
 EO0183_MARKER: DB = BENCH MARK DISK
 EO0183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EO0183_STAMPING: E 1039 1958
 EO0183_MARK LOGO: CGS   
 EO0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0183+STABILITY: SURFACE MOTION
 EO0183
 EO0183  HISTORY     - Date     Condition        Report By
 EO0183  HISTORY     - 1958     MONUMENTED       CGS
 EO0183  HISTORY     - 1984     GOOD             NGS
 EO0183
 EO0183                          STATION DESCRIPTION
 EO0183
 EO0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0183'2.6 MI NE FROM BLACK.
 EO0183'ABOUT 2.6 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0183'FROM THE STATION AT BLACK, 3 1/2 TELEPHONE POLES SOUTHWEST OF MILE
 EO0183'POST 612, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF
 EO0183'A STEEL CULVERT, 10 FEET SOUTHEAST OF THE NEAR RAIL, AND ABOUT 3 FEET
 EO0183'BELOW THE LEVEL OF THE TRACK.
 EO0183
 EO0183                          STATION RECOVERY (1984)
 EO0183
 EO0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0183'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.3 KM
 EO0183'(9.5 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0183'RAILROAD FROM THE STATION IN FRIONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0119 ***********************************************************************
 BO0119  DESIGNATION -  E 104
 BO0119  PID         -  BO0119
 BO0119  STATE/COUNTY-  TX/SUTTON
 BO0119  USGS QUAD   -  SONORA (1982)
 BO0119
 BO0119                         *CURRENT SURVEY CONTROL
 BO0119  ___________________________________________________________________
 BO0119* NAD 83(1986)-  30 36 35.     (N)    100 43 44.     (W)     SCALED    
 BO0119* NAVD 88     -       707.446  (meters)    2321.01   (feet)  ADJUSTED  
 BO0119  ___________________________________________________________________
 BO0119  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 BO0119  DYNAMIC HT  -         706.412 (meters)    2317.62  (feet)  COMP
 BO0119  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 BO0119
 BO0119  VERT ORDER  -  FIRST     CLASS II
 BO0119
 BO0119.The horizontal coordinates were scaled from a topographic map and have
 BO0119.an estimated accuracy of +/- 6 seconds.
 BO0119
 BO0119.The orthometric height was determined by differential leveling
 BO0119.and adjusted by the National Geodetic Survey in June 1991..
 BO0119
 BO0119.The geoid height was determined by GEOID03.
 BO0119
 BO0119.The dynamic height is computed by dividing the NAVD 88
 BO0119.geopotential number by the normal gravity value computed on the
 BO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0119.degrees latitude (g = 980.6199 gals.).
 BO0119
 BO0119.The modeled gravity was interpolated from observed gravity values.
 BO0119
 BO0119;                    North         East    Units  Estimated Accuracy
 BO0119;SPC TX C     - 3,104,610.      662,070.      MT  (+/- 180 meters Scaled)
 BO0119
 BO0119                          SUPERSEDED SURVEY CONTROL
 BO0119
 BO0119  NGVD 29 (??/??/92)  707.255  (m)         2320.39   (f) ADJ UNCH    1 2
 BO0119
 BO0119.Superseded values are not recommended for survey control.
 BO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0119.See file dsdata.txt to determine how the superseded data were derived.
 BO0119
 BO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU342876(NAD 83)
 BO0119_MARKER: DB = BENCH MARK DISK
 BO0119_SETTING: 66 = SET IN ROCK OUTCROP
 BO0119_SP_SET: ROCK
 BO0119_STAMPING: E 104 1932 ELEV. 2320.386 FT
 BO0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0119+STABILITY: POSITION/ELEVATION WELL
 BO0119
 BO0119  HISTORY     - Date     Condition        Report By
 BO0119  HISTORY     - 1932     MONUMENTED       CGS
 BO0119  HISTORY     - 1958     GOOD             NGS
 BO0119
 BO0119                          STATION DESCRIPTION
 BO0119
 BO0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0119'5.35 MI W FROM SONORA.
 BO0119'ABOUT 5.35 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0119'3RD STREET AND CROCKETT AVENUE AT SONORA, IN THE TOP OF A LIMESTONE
 BO0119'ROCK PROJECTING 6 INCHES, 151 FEET NORTH-NORTHEAST OF THE CENTER LINE
 BO0119'OF THE HIGHWAY, ABOUT 300 FEET EAST AND ACROSS THE HIGHWAY FROM A
 BO0119'STEEL WINDMILL, 102 FEET NORTH-NORTHEAST OF A FENCE LINE, 92 FEET
 BO0119'NORTH-NORTHEAST OF A POWER LINE POLE, 28 FEET EAST OF A 20-INCH OAK
 BO0119'TREE, AND ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0030 ***********************************************************************
 EO0030  DESIGNATION -  E 1040
 EO0030  PID         -  EO0030
 EO0030  STATE/COUNTY-  TX/DEAF SMITH
 EO0030  USGS QUAD   -  HEREFORD NE (1971)
 EO0030
 EO0030                         *CURRENT SURVEY CONTROL
 EO0030  ___________________________________________________________________
 EO0030* NAD 83(1986)-  34 53 02.     (N)    102 15 14.     (W)     SCALED    
 EO0030* NAVD 88     -      1146.626  (meters)    3761.89   (feet)  ADJUSTED  
 EO0030  ___________________________________________________________________
 EO0030  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 EO0030  DYNAMIC HT  -        1145.192 (meters)    3757.18  (feet)  COMP
 EO0030  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 EO0030
 EO0030  VERT ORDER  -  FIRST     CLASS II
 EO0030
 EO0030.The horizontal coordinates were scaled from a topographic map and have
 EO0030.an estimated accuracy of +/- 6 seconds.
 EO0030
 EO0030.The orthometric height was determined by differential leveling
 EO0030.and adjusted by the National Geodetic Survey in June 1991..
 EO0030
 EO0030.The geoid height was determined by GEOID03.
 EO0030
 EO0030.The dynamic height is computed by dividing the NAVD 88
 EO0030.geopotential number by the normal gravity value computed on the
 EO0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0030.degrees latitude (g = 980.6199 gals.).
 EO0030
 EO0030.The modeled gravity was interpolated from observed gravity values.
 EO0030
 EO0030;                    North         East    Units  Estimated Accuracy
 EO0030;SPC TX N     - 1,098,320.      131,090.      MT  (+/- 180 meters Scaled)
 EO0030
 EO0030                          SUPERSEDED SURVEY CONTROL
 EO0030
 EO0030  NGVD 29 (??/??/92) 1146.108  (m)         3760.19   (f) ADJ UNCH    1 2
 EO0030
 EO0030.Superseded values are not recommended for survey control.
 EO0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0030.See file dsdata.txt to determine how the superseded data were derived.
 EO0030
 EO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU509636(NAD 83)
 EO0030_MARKER: DB = BENCH MARK DISK
 EO0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0030_STAMPING: E 1040 1958
 EO0030_MARK LOGO: CGS   
 EO0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0030+STABILITY: SURFACE MOTION
 EO0030
 EO0030  HISTORY     - Date     Condition        Report By
 EO0030  HISTORY     - 1958     MONUMENTED       CGS
 EO0030  HISTORY     - 1984     GOOD             NGS
 EO0030
 EO0030                          STATION DESCRIPTION
 EO0030
 EO0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0030'9.4 MI NE FROM HEREFORD.
 EO0030'ABOUT 9.4 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0030'FROM THE STATION AT HEREFORD, 3 1/2 TELEPHONE POLES SOUTHWEST OF MILE
 EO0030'POST 590, 2 RAILS SOUTHWEST OF THE NEAR END OF A WOODEN BRIDGE, 94
 EO0030'FEET NORTHWEST OF THE NEAR RAIL, 79 FEET SOUTHEAST OF THE CENTER LINE
 EO0030'OF U. S. HIGHWAY 60, 4 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 EO0030'NORTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE TRACK, ABOUT
 EO0030'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 EO0030'INCHES.  NOTE-- THIS MARK IS 0.9 MILE SOUTHWEST OF B.M. L 20.
 EO0030
 EO0030                          STATION RECOVERY (1984)
 EO0030
 EO0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0030'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE=4
 EO0030'FEET SOUTHEAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0236 ***********************************************************************
 CR0236  DESIGNATION -  E 1041
 CR0236  PID         -  CR0236
 CR0236  STATE/COUNTY-  TX/CAMP
 CR0236  USGS QUAD   -  PITTSBURG (1960)
 CR0236
 CR0236                         *CURRENT SURVEY CONTROL
 CR0236  ___________________________________________________________________
 CR0236* NAD 83(1986)-  32 59 52.     (N)    094 59 49.     (W)     SCALED    
 CR0236* NAVD 88     -       121.512  (meters)     398.66   (feet)  ADJUSTED  
 CR0236  ___________________________________________________________________
 CR0236  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CR0236  DYNAMIC HT  -         121.378 (meters)     398.22  (feet)  COMP
 CR0236  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 CR0236
 CR0236  VERT ORDER  -  FIRST     CLASS II
 CR0236
 CR0236.The horizontal coordinates were scaled from a topographic map and have
 CR0236.an estimated accuracy of +/- 6 seconds.
 CR0236
 CR0236.The orthometric height was determined by differential leveling
 CR0236.and adjusted by the National Geodetic Survey in June 1991..
 CR0236
 CR0236.The geoid height was determined by GEOID03.
 CR0236
 CR0236.The dynamic height is computed by dividing the NAVD 88
 CR0236.geopotential number by the normal gravity value computed on the
 CR0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0236.degrees latitude (g = 980.6199 gals.).
 CR0236
 CR0236.The modeled gravity was interpolated from observed gravity values.
 CR0236
 CR0236;                    North         East    Units  Estimated Accuracy
 CR0236;SPC TXNC     - 2,153,060.      927,280.      MT  (+/- 180 meters Scaled)
 CR0236
 CR0236                          SUPERSEDED SURVEY CONTROL
 CR0236
 CR0236  NGVD 29 (??/??/92)  121.527  (m)          398.71   (f) ADJ UNCH    1 2
 CR0236
 CR0236.Superseded values are not recommended for survey control.
 CR0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0236.See file dsdata.txt to determine how the superseded data were derived.
 CR0236
 CR0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS134528(NAD 83)
 CR0236_MARKER: DB = BENCH MARK DISK
 CR0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0236_STAMPING: E 1041 1954
 CR0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0236+STABILITY: SURFACE MOTION
 CR0236
 CR0236  HISTORY     - Date     Condition        Report By
 CR0236  HISTORY     - 1954     MONUMENTED       CGS
 CR0236
 CR0236                          STATION DESCRIPTION
 CR0236
 CR0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0236'1.7 MI W FROM PITTSBURG.
 CR0236'1.7 MILES WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0236'STATION AT PITTSBURG, 0.2 MILE WEST OF A ROAD CROSSING, 1 1/2 POLES
 CR0236'EAST OF MILEPOST T - 100, 46 FEET SOUTH OF THE SOUTH RAIL, 2 FEET
 CR0236'NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 CR0236'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0256 ***********************************************************************
 DM0256  DESIGNATION -  E 1042
 DM0256  PID         -  DM0256
 DM0256  STATE/COUNTY-  TX/CASS
 DM0256  USGS QUAD   -  DAINGERFIELD (1980)
 DM0256
 DM0256                         *CURRENT SURVEY CONTROL
 DM0256  ___________________________________________________________________
 DM0256* NAD 83(1986)-  33 00 10.     (N)    094 38 52.     (W)     SCALED    
 DM0256* NAVD 88     -       126.931  (meters)     416.44   (feet)  ADJUSTED  
 DM0256  ___________________________________________________________________
 DM0256  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0256  DYNAMIC HT  -         126.790 (meters)     415.98  (feet)  COMP
 DM0256  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 DM0256
 DM0256  VERT ORDER  -  FIRST     CLASS II
 DM0256
 DM0256.The horizontal coordinates were scaled from a topographic map and have
 DM0256.an estimated accuracy of +/- 6 seconds.
 DM0256
 DM0256.The orthometric height was determined by differential leveling
 DM0256.and adjusted by the National Geodetic Survey in June 1991..
 DM0256
 DM0256.The geoid height was determined by GEOID03.
 DM0256
 DM0256.The dynamic height is computed by dividing the NAVD 88
 DM0256.geopotential number by the normal gravity value computed on the
 DM0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0256.degrees latitude (g = 980.6199 gals.).
 DM0256
 DM0256.The modeled gravity was interpolated from observed gravity values.
 DM0256
 DM0256;                    North         East    Units  Estimated Accuracy
 DM0256;SPC TXNC     - 2,154,760.      959,870.      MT  (+/- 180 meters Scaled)
 DM0256
 DM0256                          SUPERSEDED SURVEY CONTROL
 DM0256
 DM0256  NGVD 29 (??/??/92)  126.961  (m)          416.54   (f) ADJ UNCH    1 2
 DM0256
 DM0256.Superseded values are not recommended for survey control.
 DM0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0256.See file dsdata.txt to determine how the superseded data were derived.
 DM0256
 DM0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS460528(NAD 83)
 DM0256_MARKER: DB = BENCH MARK DISK
 DM0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0256_STAMPING: E 1042 1954
 DM0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0256+STABILITY: SURFACE MOTION
 DM0256
 DM0256  HISTORY     - Date     Condition        Report By
 DM0256  HISTORY     - 1954     MONUMENTED       CGS
 DM0256  HISTORY     - 1964     GOOD             USGS
 DM0256
 DM0256                          STATION DESCRIPTION
 DM0256
 DM0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0256'1.0 MI NW FROM HUGHES SPRINGS.
 DM0256'1.0 MILE NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0256'STATION AT HUGHES SPRINGS, 62 FEET SOUTH OF THE CENTER LINE OF STATE
 DM0256'HIGHWAYS 11 AND 49, 50 FEET SOUTHEAST OF A CITY LIMITS SIGN, 45 FEET
 DM0256'NORTH OF THE NORTH RAIL, 24 FEET SOUTHWEST OF A 24 INCH PINE TREE, 6
 DM0256'FEET NORTH OF A TELEPHONE POLE, 2 FEET EAST OF A WITNESS POST, SET IN
 DM0256'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DM0256
 DM0256                          STATION RECOVERY (1964)
 DM0256
 DM0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0101 ***********************************************************************
 DO0101  DESIGNATION -  E 1043
 DO0101  PID         -  DO0101
 DO0101  STATE/COUNTY-  TX/WICHITA
 DO0101  USGS QUAD   -  BURKBURNETT (1981)
 DO0101
 DO0101                         *CURRENT SURVEY CONTROL
 DO0101  ___________________________________________________________________
 DO0101* NAD 83(1986)-  34 00 31.     (N)    098 30 06.     (W)     SCALED    
 DO0101* NAVD 88     -       308.215  (meters)    1011.20   (feet)  ADJUSTED  
 DO0101  ___________________________________________________________________
 DO0101  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DO0101  DYNAMIC HT  -         307.880 (meters)    1010.10  (feet)  COMP
 DO0101  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 DO0101
 DO0101  VERT ORDER  -  SECOND    CLASS 0
 DO0101
 DO0101.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0101
 DO0101.The horizontal coordinates were scaled from a topographic map and have
 DO0101.an estimated accuracy of +/- 6 seconds.
 DO0101
 DO0101.The orthometric height was determined by differential leveling
 DO0101.and adjusted by the National Geodetic Survey in June 1991..
 DO0101
 DO0101.The geoid height was determined by GEOID03.
 DO0101
 DO0101.The dynamic height is computed by dividing the NAVD 88
 DO0101.geopotential number by the normal gravity value computed on the
 DO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0101.degrees latitude (g = 980.6199 gals.).
 DO0101
 DO0101.The modeled gravity was interpolated from observed gravity values.
 DO0101
 DO0101;                    North         East    Units  Estimated Accuracy
 DO0101;SPC TXNC     - 2,259,710.      599,850.      MT  (+/- 180 meters Scaled)
 DO0101
 DO0101                          SUPERSEDED SURVEY CONTROL
 DO0101
 DO0101  NGVD 29 (??/??/92)  308.119  (m)         1010.89   (f) ADJ UNCH    2 0
 DO0101
 DO0101.Superseded values are not recommended for survey control.
 DO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0101.See file dsdata.txt to determine how the superseded data were derived.
 DO0101
 DO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC460632(NAD 83)
 DO0101_MARKER: DB = BENCH MARK DISK
 DO0101_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DO0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0101_STAMPING: E 1043 1957
 DO0101_MARK LOGO: CGS   
 DO0101_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0101
 DO0101  HISTORY     - Date     Condition        Report By
 DO0101  HISTORY     - 1957     MONUMENTED       CGS
 DO0101  HISTORY     - 1975     GOOD             NGS
 DO0101  HISTORY     - 19750615 GOOD             NGS
 DO0101  HISTORY     - 20010525 GOOD             USPSQD
 DO0101
 DO0101                          STATION DESCRIPTION
 DO0101
 DO0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DO0101'IN SHEPPARD AFB.
 DO0101'THIS MARK IS LOCATED ON SHEPPARD AIR FORCE BASE, AT NORTH END OF
 DO0101'RUNWAY 15 R, NEAR THE ANTENNA ARRAY OF THE INSTRUMENT LANDING SYSTEM
 DO0101'LOCALIZER SITE.  THIS MARK IS 2,000 FEET NORTH-NORTHWEST OF RUNWAY END
 DO0101'15 RIGHT ON THE EXTENDED CENTERLINE OF THE RUNWAY AND 11.0 FEET
 DO0101'SOUTH-SOUTHWEST OF THE CENTER OF THE LOCALIZER ANTENNA ARRAY.  THE
 DO0101'STATION IS ENCLOSED IN A TWO-FOOT HIGH WOODEN BARRICADE.  THE MARK IS
 DO0101'A STANDARD C AND GS BENCH MARK DISK, STAMPED E 1043 1957 AND SET IN
 DO0101'THE TOP OF A CONCRETE POST WHICH IS ABOUT 0.3 FOOT ABOVE GROUND.
 DO0101
 DO0101                          STATION RECOVERY (1975)
 DO0101
 DO0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DO0101'THE STATION IS LOCATED AT THE INSTRUMENT LANDING SYSTEM LOCALIZER SITE
 DO0101'ABOUT 2,000 FT NORTH-NORTHWEST OF RUNWAY END 15 RIGHT ON THE EXTENDED
 DO0101'CENTERLINE OF THE RUNWAY AND 11.0 FT (3.4 M) SOUTH-SOUTHWEST OF THE
 DO0101'CENTER OF THE LOCALIZER ANTENNA ARRAY.  THE STATION IS ENCLOSED IN A
 DO0101'TWO-FOOT HIGH WOODEN BARRICADE.  THE STATION IS MARKED WITH A STANDARD
 DO0101'CGS BENCH MARK DISK, STAMPED E 1043 1957, AND SET IN THE TOP OF A
 DO0101'CONCRETE POST WHICH IS ABOUT 0.3 FT (9.1 CM) ABOVE GROUND. (ALSO
 DO0101'DESCRIBED, 104 TEXAS) .
 DO0101
 DO0101                          STATION RECOVERY (2001)
 DO0101
 DO0101'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1309 ***********************************************************************
 CS1309  DESIGNATION -  E 1045
 CS1309  PID         -  CS1309
 CS1309  STATE/COUNTY-  TX/DALLAS
 CS1309  USGS QUAD   -  ADDISON (1981)
 CS1309
 CS1309                         *CURRENT SURVEY CONTROL
 CS1309  ___________________________________________________________________
 CS1309* NAD 83(1986)-  32 57 53.     (N)    096 49 57.     (W)     SCALED    
 CS1309* NAVD 88     -       195.675  (meters)     641.98   (feet)  ADJUSTED  
 CS1309  ___________________________________________________________________
 CS1309  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CS1309  DYNAMIC HT  -         195.454 (meters)     641.25  (feet)  COMP
 CS1309  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 CS1309
 CS1309  VERT ORDER  -  SECOND    CLASS 0
 CS1309
 CS1309.This mark is at Addison (ADS) Airport (ADS)
 CS1309
 CS1309.The horizontal coordinates were scaled from a topographic map and have
 CS1309.an estimated accuracy of +/- 6 seconds.
 CS1309
 CS1309.The orthometric height was determined by differential leveling
 CS1309.and adjusted by the National Geodetic Survey in June 1991..
 CS1309
 CS1309.The geoid height was determined by GEOID03.
 CS1309
 CS1309.The dynamic height is computed by dividing the NAVD 88
 CS1309.geopotential number by the normal gravity value computed on the
 CS1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1309.degrees latitude (g = 980.6199 gals.).
 CS1309
 CS1309.The modeled gravity was interpolated from observed gravity values.
 CS1309
 CS1309;                    North         East    Units  Estimated Accuracy
 CS1309;SPC TXNC     - 2,145,180.      755,870.      MT  (+/- 180 meters Scaled)
 CS1309
 CS1309                          SUPERSEDED SURVEY CONTROL
 CS1309
 CS1309  NGVD 29 (??/??/92)  195.674  (m)          641.97   (f) ADJ UNCH    2 0
 CS1309
 CS1309.Superseded values are not recommended for survey control.
 CS1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1309.See file dsdata.txt to determine how the superseded data were derived.
 CS1309
 CS1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB025494(NAD 83)
 CS1309_MARKER: DB = BENCH MARK DISK
 CS1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1309_STAMPING: E 10 45 1966
 CS1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1309+STABILITY: SURFACE MOTION
 CS1309
 CS1309  HISTORY     - Date     Condition        Report By
 CS1309  HISTORY     - 1966     MONUMENTED       CGS
 CS1309  HISTORY     - 1974     GOOD             NGS
 CS1309  HISTORY     - 19910702 GOOD             USPSQD
 CS1309  HISTORY     - 20010730 GOOD             NGS
 CS1309
 CS1309                          STATION DESCRIPTION
 CS1309
 CS1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1309'0.5 MI N FROM ADDISON.
 CS1309'THE STATION IS LOCATED AT THE ADDISON, TEXAS AIRPORT.  IT IS 9 FEET
 CS1309'SOUTH OF THE TERMINAL BUILDING, 18.9 FEET WEST OF A SIDEWALK, 14.3
 CS1309'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE TERMINAL BUILDING, 1
 CS1309'FOOT SOUTH OF AN IRON COLUMN AND IS 1-INCH BELOW THE SURFACE OF THE
 CS1309'GROUND.  THE MARK IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 CS1309'7-INCH SQUARE CONCRETE POST.
 CS1309
 CS1309                          STATION RECOVERY (1974)
 CS1309
 CS1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CS1309'RECOVERED IN GOOD CONDITION.
 CS1309
 CS1309                          STATION RECOVERY (1991)
 CS1309
 CS1309'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1309'RECOVERED IN GOOD CONDITION.
 CS1309
 CS1309                          STATION RECOVERY (2001)
 CS1309
 CS1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS1309'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0002 ***********************************************************************
 CT0002  DESIGNATION -  E 1048
 CT0002  PID         -  CT0002
 CT0002  STATE/COUNTY-  TX/PARKER
 CT0002  USGS QUAD   -  BRAZOS EAST (1984)
 CT0002
 CT0002                         *CURRENT SURVEY CONTROL
 CT0002  ___________________________________________________________________
 CT0002* NAD 83(1986)-  32 44 47.     (N)    098 00 41.     (W)     SCALED    
 CT0002* NAVD 88     -       251.975  (meters)     826.69   (feet)  ADJUSTED  
 CT0002  ___________________________________________________________________
 CT0002  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CT0002  DYNAMIC HT  -         251.666 (meters)     825.67  (feet)  COMP
 CT0002  MODELED GRAV-     979,406.6   (mgal)                       NAVD 88
 CT0002
 CT0002  VERT ORDER  -  FIRST     CLASS II
 CT0002
 CT0002.The horizontal coordinates were scaled from a topographic map and have
 CT0002.an estimated accuracy of +/- 6 seconds.
 CT0002
 CT0002.The orthometric height was determined by differential leveling
 CT0002.and adjusted by the National Geodetic Survey in June 1991..
 CT0002
 CT0002.The geoid height was determined by GEOID03.
 CT0002
 CT0002.The dynamic height is computed by dividing the NAVD 88
 CT0002.geopotential number by the normal gravity value computed on the
 CT0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0002.degrees latitude (g = 980.6199 gals.).
 CT0002
 CT0002.The modeled gravity was interpolated from observed gravity values.
 CT0002
 CT0002;                    North         East    Units  Estimated Accuracy
 CT0002;SPC TXNC     - 2,119,840.      645,790.      MT  (+/- 180 meters Scaled)
 CT0002
 CT0002                          SUPERSEDED SURVEY CONTROL
 CT0002
 CT0002  NGVD 29 (??/??/92)  251.890  (m)          826.41   (f) ADJ UNCH    1 2
 CT0002
 CT0002.Superseded values are not recommended for survey control.
 CT0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0002.See file dsdata.txt to determine how the superseded data were derived.
 CT0002
 CT0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB926236(NAD 83)
 CT0002_MARKER: DB = BENCH MARK DISK
 CT0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0002_SP_SET: WALL
 CT0002_STAMPING: E 1048 1955
 CT0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0002
 CT0002  HISTORY     - Date     Condition        Report By
 CT0002  HISTORY     - 1955     MONUMENTED       CGS
 CT0002  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0002  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CT0002  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0002
 CT0002                          STATION DESCRIPTION
 CT0002
 CT0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0002'IN MILLSAP.
 CT0002'AT MILLSAP, 4.6 FEET NORTHEAST OF THE SOUTH CORNER OF THE TEXAS AND
 CT0002'PACIFIC RAILROAD STATION, 2.8 FEET ABOVE THE GROUND, SET VERTICALLY IN
 CT0002'THE SOUTHEAST WALL OF THE RAILROAD STATION.
 CT0002
 CT0002                          STATION RECOVERY (1983)
 CT0002
 CT0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0002'THE RAILROAD STATION HAS BEEN TORN DOWN.
 CT0002
 CT0002                          STATION RECOVERY (1997)
 CT0002
 CT0002'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0002'MARK NOT FOUND.
 CT0002
 CT0002                          STATION RECOVERY (2002)
 CT0002
 CT0002'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0190 ***********************************************************************
 CT0190  DESIGNATION -  E 1049
 CT0190  PID         -  CT0190
 CT0190  STATE/COUNTY-  TX/EASTLAND
 CT0190  USGS QUAD   -  CISCO NORTH (1987)
 CT0190
 CT0190                         *CURRENT SURVEY CONTROL
 CT0190  ___________________________________________________________________
 CT0190* NAD 83(1986)-  32 24 35.     (N)    098 55 12.     (W)     SCALED    
 CT0190* NAVD 88     -       478.237  (meters)    1569.02   (feet)  ADJUSTED  
 CT0190  ___________________________________________________________________
 CT0190  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CT0190  DYNAMIC HT  -         477.622 (meters)    1567.00  (feet)  COMP
 CT0190  MODELED GRAV-     979,338.9   (mgal)                       NAVD 88
 CT0190
 CT0190  VERT ORDER  -  FIRST     CLASS II
 CT0190
 CT0190.The horizontal coordinates were scaled from a topographic map and have
 CT0190.an estimated accuracy of +/- 6 seconds.
 CT0190
 CT0190.The orthometric height was determined by differential leveling
 CT0190.and adjusted by the National Geodetic Survey in June 1991..
 CT0190
 CT0190.The geoid height was determined by GEOID03.
 CT0190
 CT0190.The dynamic height is computed by dividing the NAVD 88
 CT0190.geopotential number by the normal gravity value computed on the
 CT0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0190.degrees latitude (g = 980.6199 gals.).
 CT0190
 CT0190.The modeled gravity was interpolated from observed gravity values.
 CT0190
 CT0190;                    North         East    Units  Estimated Accuracy
 CT0190;SPC TXNC     - 2,082,480.      560,490.      MT  (+/- 180 meters Scaled)
 CT0190
 CT0190                          SUPERSEDED SURVEY CONTROL
 CT0190
 CT0190  NGVD 29 (??/??/92)  478.091  (m)         1568.54   (f) ADJ UNCH    1 2
 CT0190
 CT0190.Superseded values are not recommended for survey control.
 CT0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0190.See file dsdata.txt to determine how the superseded data were derived.
 CT0190
 CT0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA075858(NAD 83)
 CT0190_MARKER: DB = BENCH MARK DISK
 CT0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0190_STAMPING: E 1049 1955
 CT0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0190+STABILITY: SURFACE MOTION
 CT0190
 CT0190  HISTORY     - Date     Condition        Report By
 CT0190  HISTORY     - 1955     MONUMENTED       CGS
 CT0190
 CT0190                          STATION DESCRIPTION
 CT0190
 CT0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0190'3.8 MI NE FROM CISCO.
 CT0190'3.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0190'STATION AT CISCO, 5 POLES NORTHEAST OF MILEPOST 357, 44 FEET NORTH OF
 CT0190'THE NORTH RAIL, 6.2 FEET NORTH OF A TELEPHONE POLE, 1.9 FEET EAST OF A
 CT0190'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CT0190'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0169 ***********************************************************************
 BO0169  DESIGNATION -  E 105
 BO0169  PID         -  BO0169
 BO0169  STATE/COUNTY-  TX/CROCKETT
 BO0169  USGS QUAD   -  PIKES PEAK (1979)
 BO0169
 BO0169                         *CURRENT SURVEY CONTROL
 BO0169  ___________________________________________________________________
 BO0169* NAD 83(1986)-  30 42 08.     (N)    101 27 58.     (W)     SCALED    
 BO0169* NAVD 88     -       710.762  (meters)    2331.89   (feet)  ADJUSTED  
 BO0169  ___________________________________________________________________
 BO0169  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 BO0169  DYNAMIC HT  -         709.709 (meters)    2328.44  (feet)  COMP
 BO0169  MODELED GRAV-     979,136.4   (mgal)                       NAVD 88
 BO0169
 BO0169  VERT ORDER  -  FIRST     CLASS II
 BO0169
 BO0169.The horizontal coordinates were scaled from a topographic map and have
 BO0169.an estimated accuracy of +/- 6 seconds.
 BO0169
 BO0169.The orthometric height was determined by differential leveling
 BO0169.and adjusted by the National Geodetic Survey in June 1991..
 BO0169
 BO0169.The geoid height was determined by GEOID03.
 BO0169
 BO0169.The dynamic height is computed by dividing the NAVD 88
 BO0169.geopotential number by the normal gravity value computed on the
 BO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0169.degrees latitude (g = 980.6199 gals.).
 BO0169
 BO0169.The modeled gravity was interpolated from observed gravity values.
 BO0169
 BO0169;                    North         East    Units  Estimated Accuracy
 BO0169;SPC TX C     - 3,115,350.      591,490.      MT  (+/- 180 meters Scaled)
 BO0169
 BO0169                          SUPERSEDED SURVEY CONTROL
 BO0169
 BO0169  NGVD 29 (??/??/92)  710.540  (m)         2331.16   (f) ADJ UNCH    1 2
 BO0169
 BO0169.Superseded values are not recommended for survey control.
 BO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0169.See file dsdata.txt to determine how the superseded data were derived.
 BO0169
 BO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU638991(NAD 83)
 BO0169_MARKER: DB = BENCH MARK DISK
 BO0169_SETTING: 66 = SET IN ROCK OUTCROP
 BO0169_SP_SET: OUTCROP
 BO0169_STAMPING: E 105 1933 2331.163
 BO0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0169+STABILITY: POSITION/ELEVATION WELL
 BO0169
 BO0169  HISTORY     - Date     Condition        Report By
 BO0169  HISTORY     - 1933     MONUMENTED       CGS
 BO0169  HISTORY     - 1958     GOOD             NGS
 BO0169
 BO0169                          STATION DESCRIPTION
 BO0169
 BO0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0169'17.15 MI W FROM OZONA.
 BO0169'ABOUT 17.15 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0169'OZONA, IN THE TOP OF A ROCK OUTCROP SURROUNDED BY A CIRCLE OF LOOSE
 BO0169'ROCK, 350 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BO0169'ABOUT 0.25 MILE WEST-SOUTHWEST OF A PRIVATE ROAD LEADING TO A SMALL
 BO0169'RANCH HOUSE, 300 FEET NORTH-NORTHWEST OF A FENCE, AND ABOUT 10 FEET
 BO0169'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0031 ***********************************************************************
 CT0031  DESIGNATION -  E 1050
 CT0031  PID         -  CT0031
 CT0031  STATE/COUNTY-  TX/PALO PINTO
 CT0031  USGS QUAD   -  GORDON (1984)
 CT0031
 CT0031                         *CURRENT SURVEY CONTROL
 CT0031  ___________________________________________________________________
 CT0031* NAD 83(1986)-  32 33 01.     (N)    098 16 36.     (W)     SCALED    
 CT0031* NAVD 88     -       277.197  (meters)     909.44   (feet)  ADJUSTED  
 CT0031  ___________________________________________________________________
 CT0031  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CT0031  DYNAMIC HT  -         276.855 (meters)     908.32  (feet)  COMP
 CT0031  MODELED GRAV-     979,395.4   (mgal)                       NAVD 88
 CT0031
 CT0031  VERT ORDER  -  FIRST     CLASS II
 CT0031
 CT0031.The horizontal coordinates were scaled from a topographic map and have
 CT0031.an estimated accuracy of +/- 6 seconds.
 CT0031
 CT0031.The orthometric height was determined by differential leveling
 CT0031.and adjusted by the National Geodetic Survey in June 1991..
 CT0031
 CT0031.The geoid height was determined by GEOID03.
 CT0031
 CT0031.The dynamic height is computed by dividing the NAVD 88
 CT0031.geopotential number by the normal gravity value computed on the
 CT0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0031.degrees latitude (g = 980.6199 gals.).
 CT0031
 CT0031.The modeled gravity was interpolated from observed gravity values.
 CT0031
 CT0031;                    North         East    Units  Estimated Accuracy
 CT0031;SPC TXNC     - 2,098,010.      620,980.      MT  (+/- 180 meters Scaled)
 CT0031
 CT0031                          SUPERSEDED SURVEY CONTROL
 CT0031
 CT0031  NGVD 29 (??/??/92)  277.108  (m)          909.15   (f) ADJ UNCH    1 2
 CT0031
 CT0031.Superseded values are not recommended for survey control.
 CT0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0031.See file dsdata.txt to determine how the superseded data were derived.
 CT0031
 CT0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB679016(NAD 83)
 CT0031_MARKER: DB = BENCH MARK DISK
 CT0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0031_SP_SET: CULVERT
 CT0031_STAMPING: E 1050 1956
 CT0031_MARK LOGO: CGS   
 CT0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0031
 CT0031  HISTORY     - Date     Condition        Report By
 CT0031  HISTORY     - 1956     MONUMENTED       CGS
 CT0031  HISTORY     - 1983     GOOD             NGS
 CT0031  HISTORY     - 20040327 GOOD             USPSQD
 CT0031
 CT0031                          STATION DESCRIPTION
 CT0031
 CT0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0031'5.4 MI SW FROM SANTO.
 CT0031'5.4 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0031'STATION AT SANTO, 3 1/4 POLES NORTHEAST OF MILEPOST 313, 0.2 MILE
 CT0031'SOUTHWEST OF A DIRT ROAD CROSSING, 7 RAILS SOUTHWEST OF A TELEPHONE
 CT0031'BOOTH, 24.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 CT0031'9.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK, 3 FEET BELOW
 CT0031'THE LEVEL OF THE MAIN TRACK, SET IN THE TOP OF THE CENTER OF THE
 CT0031'NORTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD.
 CT0031
 CT0031                          STATION RECOVERY (1983)
 CT0031
 CT0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0031'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  40.5 KM
 CT0031'(25.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0031'FARM ROAD 2461 IN RANGER, THENCE 0.2 KM (0.1 MI) EAST ACROSS COUNTRY,
 CT0031'THENCE 1.7 KM (1.05 MI) NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD.
 CT0031
 CT0031                          STATION RECOVERY (2004)
 CT0031
 CT0031'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0160 ***********************************************************************
 CT0160  DESIGNATION -  E 1051
 CT0160  PID         -  CT0160
 CT0160  STATE/COUNTY-  TX/EASTLAND
 CT0160  USGS QUAD   -  RANGER (1987)
 CT0160
 CT0160                         *CURRENT SURVEY CONTROL
 CT0160  ___________________________________________________________________
 CT0160* NAD 83(1986)-  32 29 20.     (N)    098 40 00.     (W)     SCALED    
 CT0160* NAVD 88     -       435.639  (meters)    1429.26   (feet)  ADJUSTED  
 CT0160  ___________________________________________________________________
 CT0160  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CT0160  DYNAMIC HT  -         435.082 (meters)    1427.43  (feet)  COMP
 CT0160  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 CT0160
 CT0160  VERT ORDER  -  FIRST     CLASS II
 CT0160
 CT0160.The horizontal coordinates were scaled from a topographic map and have
 CT0160.an estimated accuracy of +/- 6 seconds.
 CT0160
 CT0160.The orthometric height was determined by differential leveling
 CT0160.and adjusted by the National Geodetic Survey in June 1991..
 CT0160
 CT0160.The geoid height was determined by GEOID03.
 CT0160
 CT0160.The dynamic height is computed by dividing the NAVD 88
 CT0160.geopotential number by the normal gravity value computed on the
 CT0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0160.degrees latitude (g = 980.6199 gals.).
 CT0160
 CT0160.The modeled gravity was interpolated from observed gravity values.
 CT0160
 CT0160;                    North         East    Units  Estimated Accuracy
 CT0160;SPC TXNC     - 2,091,190.      584,340.      MT  (+/- 180 meters Scaled)
 CT0160
 CT0160                          SUPERSEDED SURVEY CONTROL
 CT0160
 CT0160  NGVD 29 (??/??/92)  435.502  (m)         1428.81   (f) ADJ UNCH    1 2
 CT0160
 CT0160.Superseded values are not recommended for survey control.
 CT0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0160.See file dsdata.txt to determine how the superseded data were derived.
 CT0160
 CT0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA313946(NAD 83)
 CT0160_MARKER: DB = BENCH MARK DISK
 CT0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0160_SP_SET: CULVERT
 CT0160_STAMPING: E 1051 1956
 CT0160_MARK LOGO: CGS   
 CT0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0160
 CT0160  HISTORY     - Date     Condition        Report By
 CT0160  HISTORY     - 1956     MONUMENTED       CGS
 CT0160  HISTORY     - 1983     GOOD             NGS
 CT0160  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0160
 CT0160                          STATION DESCRIPTION
 CT0160
 CT0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0160'1.6 MI NE FROM RANGER.
 CT0160'1.6 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0160'STATION AT RANGER, 30 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 5
 CT0160'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF
 CT0160'THE EAST HEADWALL OF A CONCRETE CULVERT.
 CT0160
 CT0160                          STATION RECOVERY (1983)
 CT0160
 CT0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0160'RECOVERED IN GOOD CONDITION.
 CT0160
 CT0160                          STATION RECOVERY (2002)
 CT0160
 CT0160'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0393 ***********************************************************************
 CT0393  DESIGNATION -  E 1053
 CT0393  PID         -  CT0393
 CT0393  STATE/COUNTY-  TX/CALLAHAN
 CT0393  USGS QUAD   -  PUTNAM SOUTH (1987)
 CT0393
 CT0393                         *CURRENT SURVEY CONTROL
 CT0393  ___________________________________________________________________
 CT0393* NAD 83(1986)-  32 22 11.     (N)    099 13 18.     (W)     SCALED    
 CT0393* NAVD 88     -       471.459  (meters)    1546.78   (feet)  ADJUSTED  
 CT0393  ___________________________________________________________________
 CT0393  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CT0393  DYNAMIC HT  -         470.848 (meters)    1544.77  (feet)  COMP
 CT0393  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 CT0393
 CT0393  VERT ORDER  -  FIRST     CLASS II
 CT0393
 CT0393.The horizontal coordinates were scaled from a topographic map and have
 CT0393.an estimated accuracy of +/- 6 seconds.
 CT0393
 CT0393.The orthometric height was determined by differential leveling
 CT0393.and adjusted by the National Geodetic Survey in June 1991..
 CT0393
 CT0393.The geoid height was determined by GEOID03.
 CT0393
 CT0393.The dynamic height is computed by dividing the NAVD 88
 CT0393.geopotential number by the normal gravity value computed on the
 CT0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0393.degrees latitude (g = 980.6199 gals.).
 CT0393
 CT0393.The modeled gravity was interpolated from observed gravity values.
 CT0393
 CT0393;                    North         East    Units  Estimated Accuracy
 CT0393;SPC TXNC     - 2,078,200.      532,090.      MT  (+/- 180 meters Scaled)
 CT0393
 CT0393                          SUPERSEDED SURVEY CONTROL
 CT0393
 CT0393  NGVD 29 (??/??/92)  471.327  (m)         1546.35   (f) ADJ UNCH    1 2
 CT0393
 CT0393.Superseded values are not recommended for survey control.
 CT0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0393.See file dsdata.txt to determine how the superseded data were derived.
 CT0393
 CT0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA791814(NAD 83)
 CT0393_MARKER: DB = BENCH MARK DISK
 CT0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0393_SP_SET: CULVERT
 CT0393_STAMPING: E 1053 1956
 CT0393_MARK LOGO: CGS   
 CT0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0393
 CT0393  HISTORY     - Date     Condition        Report By
 CT0393  HISTORY     - 1956     MONUMENTED       CGS
 CT0393  HISTORY     - 1983     GOOD             NGS
 CT0393
 CT0393                          STATION DESCRIPTION
 CT0393
 CT0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0393'1.6 MI W FROM PUTNAM.
 CT0393'1.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0393'AT PUTNAM, 13 POLES WEST OF MILEPOST 375, 9 FEET SOUTH OF THE SOUTH
 CT0393'RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE EAST
 CT0393'END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 CT0393
 CT0393                          STATION RECOVERY (1983)
 CT0393
 CT0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0393'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  50.1 KM
 CT0393'(31.1 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CT0393'RAILROAD STATION IN ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0626 ***********************************************************************
 CU0626  DESIGNATION -  E 1054
 CU0626  PID         -  CU0626
 CU0626  STATE/COUNTY-  TX/MARTIN
 CU0626  USGS QUAD   -  STANTON SE (1966)
 CU0626
 CU0626                         *CURRENT SURVEY CONTROL
 CU0626  ___________________________________________________________________
 CU0626* NAD 83(1986)-  32 06 25.     (N)    101 50 57.     (W)     SCALED    
 CU0626* NAVD 88     -       827.588  (meters)    2715.18   (feet)  ADJUSTED  
 CU0626  ___________________________________________________________________
 CU0626  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 CU0626  DYNAMIC HT  -         826.437 (meters)    2711.40  (feet)  COMP
 CU0626  MODELED GRAV-     979,221.8   (mgal)                       NAVD 88
 CU0626
 CU0626  VERT ORDER  -  FIRST     CLASS II
 CU0626
 CU0626.The horizontal coordinates were scaled from a topographic map and have
 CU0626.an estimated accuracy of +/- 6 seconds.
 CU0626
 CU0626.The orthometric height was determined by differential leveling
 CU0626.and adjusted by the National Geodetic Survey in June 1991..
 CU0626
 CU0626.The geoid height was determined by GEOID03.
 CU0626
 CU0626.The dynamic height is computed by dividing the NAVD 88
 CU0626.geopotential number by the normal gravity value computed on the
 CU0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0626.degrees latitude (g = 980.6199 gals.).
 CU0626
 CU0626.The modeled gravity was interpolated from observed gravity values.
 CU0626
 CU0626;                    North         East    Units  Estimated Accuracy
 CU0626;SPC TXNC     - 2,053,860.      283,950.      MT  (+/- 180 meters Scaled)
 CU0626
 CU0626                          SUPERSEDED SURVEY CONTROL
 CU0626
 CU0626  NGVD 29 (??/??/92)  827.272  (m)         2714.14   (f) ADJ UNCH    1 2
 CU0626
 CU0626.Superseded values are not recommended for survey control.
 CU0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0626.See file dsdata.txt to determine how the superseded data were derived.
 CU0626
 CU0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA311558(NAD 83)
 CU0626_MARKER: DB = BENCH MARK DISK
 CU0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0626_STAMPING: E 1054 1956
 CU0626_MARK LOGO: CGS   
 CU0626_PROJECTION: PROJECTING 8 CENTIMETERS
 CU0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0626+STABILITY: SURFACE MOTION
 CU0626
 CU0626  HISTORY     - Date     Condition        Report By
 CU0626  HISTORY     - 1956     MONUMENTED       CGS
 CU0626  HISTORY     - 1982     GOOD             NGS
 CU0626  HISTORY     - 20060222 MARK NOT FOUND   TXDOT
 CU0626
 CU0626                          STATION DESCRIPTION
 CU0626
 CU0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0626'3.8 MI SW FROM STANTON.
 CU0626'3.8 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0626'STATION AT STANTON, AT A ROAD CROSSING, 1 POLE SOUTHWEST OF MILEPOST
 CU0626'538, 62 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST TRAFFIC
 CU0626'LANE OF U.S. HIGHWAY 80, 26 FEET NORTHWEST OF THE NORTHWEST RAIL, 34
 CU0626'FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, IN LINE WITH A ROW
 CU0626'OF TELEPHONE POLES, 39 FEET NORTHEAST OF A TELEPHONE POLE, 6.4 FEET
 CU0626'SOUTHEAST OF A FENCE, 3.3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 CU0626'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CU0626
 CU0626                          STATION RECOVERY (1982)
 CU0626
 CU0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0626'24.2 KM (15.05 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0626'FROM THE POST OFFICE IN MIDLAND, 18.9 METERS (62.0 FT) SOUTHEAST OF
 CU0626'THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE HIGHWAY 20 AND
 CU0626'7.9 METERS (25.9 FT) NORTHWEST OF THE NEAR RAIL.
 CU0626'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CU0626'THE MARK IS 0.5 M BELOW THE TRACKS.
 CU0626
 CU0626                          STATION RECOVERY (2006)
 CU0626
 CU0626'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2006 (JCW)
 CU0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0531 ***********************************************************************
 CT0531  DESIGNATION -  E 1055
 CT0531  PID         -  CT0531
 CT0531  STATE/COUNTY-  TX/TAYLOR
 CT0531  USGS QUAD   -  ABILENE WEST (1987)
 CT0531
 CT0531                         *CURRENT SURVEY CONTROL
 CT0531  ___________________________________________________________________
 CT0531* NAD 83(1986)-  32 27 05.     (N)    099 46 56.     (W)     SCALED    
 CT0531* NAVD 88     -       525.040  (meters)    1722.57   (feet)  ADJUSTED  
 CT0531  ___________________________________________________________________
 CT0531  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CT0531  DYNAMIC HT  -         524.360 (meters)    1720.34  (feet)  COMP
 CT0531  MODELED GRAV-     979,327.5   (mgal)                       NAVD 88
 CT0531
 CT0531  VERT ORDER  -  FIRST     CLASS II
 CT0531
 CT0531.The horizontal coordinates were scaled from a topographic map and have
 CT0531.an estimated accuracy of +/- 6 seconds.
 CT0531
 CT0531.The orthometric height was determined by differential leveling
 CT0531.and adjusted by the National Geodetic Survey in June 1991..
 CT0531
 CT0531.The geoid height was determined by GEOID03.
 CT0531
 CT0531.The dynamic height is computed by dividing the NAVD 88
 CT0531.geopotential number by the normal gravity value computed on the
 CT0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0531.degrees latitude (g = 980.6199 gals.).
 CT0531
 CT0531.The modeled gravity was interpolated from observed gravity values.
 CT0531
 CT0531;                    North         East    Units  Estimated Accuracy
 CT0531;SPC TXNC     - 2,087,750.      479,450.      MT  (+/- 180 meters Scaled)
 CT0531
 CT0531                          SUPERSEDED SURVEY CONTROL
 CT0531
 CT0531  NGVD 29 (??/??/92)  524.873  (m)         1722.02   (f) ADJ UNCH    1 2
 CT0531
 CT0531.Superseded values are not recommended for survey control.
 CT0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0531.See file dsdata.txt to determine how the superseded data were derived.
 CT0531
 CT0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA264907(NAD 83)
 CT0531_MARKER: DB = BENCH MARK DISK
 CT0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0531_STAMPING: E 1055 1956
 CT0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0531+STABILITY: SURFACE MOTION
 CT0531
 CT0531  HISTORY     - Date     Condition        Report By
 CT0531  HISTORY     - 1956     MONUMENTED       CGS
 CT0531  HISTORY     - 1960     MARK NOT FOUND   NGS
 CT0531
 CT0531                          STATION DESCRIPTION
 CT0531
 CT0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0531'2.8 MI W FROM ABILENE.
 CT0531'2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0531'AT ABILENE, 85 YARDS SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 165
 CT0531'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, AT THE NORTH END OF
 CT0531'THE NORTH AND SOUTH RUNWAY AT THE HUGHES AIRPORT, 57 FEET EAST OF THE
 CT0531'CENTER LINE OF THE RUNWAY, 4.8 FEET NORTH OF A RUNWAY LIGHT, IN LINE
 CT0531'WITH A ROW OF RUNWAY LIGHTS, 0.2 MILE NORTHWEST OF THE HANGAR AT THE
 CT0531'AIRPORT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 CT0531'ABOVE THE GROUND.  NOTE-- AREA CLEARED FOR SHOPPING CENTER.
 CT0531
 CT0531                          STATION RECOVERY (1960)
 CT0531
 CT0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CT0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0082 ***********************************************************************
 CU0082  DESIGNATION -  E 1056
 CU0082  PID         -  CU0082
 CU0082  STATE/COUNTY-  TX/NOLAN
 CU0082  USGS QUAD   -  RAVEN CREEK SOUTH (1984)
 CU0082
 CU0082                         *CURRENT SURVEY CONTROL
 CU0082  ___________________________________________________________________
 CU0082* NAD 83(1986)-  32 31 13.     (N)    100 14 00.     (W)     SCALED    
 CU0082* NAVD 88     -       582.540  (meters)    1911.22   (feet)  POSTED    
 CU0082  ___________________________________________________________________
 CU0082  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CU0082  DYNAMIC HT  -         581.770 (meters)    1908.69  (feet)  COMP
 CU0082  MODELED GRAV-     979,301.0   (mgal)                       NAVD 88
 CU0082
 CU0082  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0082
 CU0082.The horizontal coordinates were scaled from a topographic map and have
 CU0082.an estimated accuracy of +/- 6 seconds.
 CU0082
 CU0082.The orthometric height was determined by differential leveling
 CU0082.and adjusted by the National Geodetic Survey in 1992..
 CU0082.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0082.rate of 0.0 thru 1.0 mm/km.
 CU0082
 CU0082.The geoid height was determined by GEOID03.
 CU0082
 CU0082.The dynamic height is computed by dividing the NAVD 88
 CU0082.geopotential number by the normal gravity value computed on the
 CU0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0082.degrees latitude (g = 980.6199 gals.).
 CU0082
 CU0082.The modeled gravity was interpolated from observed gravity values.
 CU0082
 CU0082;                    North         East    Units  Estimated Accuracy
 CU0082;SPC TXNC     - 2,096,000.      437,170.      MT  (+/- 180 meters Scaled)
 CU0082
 CU0082                          SUPERSEDED SURVEY CONTROL
 CU0082
 CU0082  NGVD 29 (??/??/92)  582.348  (m)         1910.59   (f) ADJ UNCH    1 2
 CU0082
 CU0082.Superseded values are not recommended for survey control.
 CU0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0082.See file dsdata.txt to determine how the superseded data were derived.
 CU0082
 CU0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA841987(NAD 83)
 CU0082_MARKER: DB = BENCH MARK DISK
 CU0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0082_STAMPING: E 1056 1956
 CU0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0082+STABILITY: SURFACE MOTION
 CU0082
 CU0082  HISTORY     - Date     Condition        Report By
 CU0082  HISTORY     - 1956     MONUMENTED       CGS
 CU0082
 CU0082                          STATION DESCRIPTION
 CU0082
 CU0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0082'6.9 MI NW FROM TRENT.
 CU0082'6.9 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0082'STATION AT TRENT, 30.3 FEET NORTH OF THE NORTH RAIL, 22 FEET NORTHWEST
 CU0082'OF SEMAPHORE 436.3, 24.1 FEET NORTHEAST OF A SWITCH STAND, 18 FEET
 CU0082'SOUTH OF A FENCE, 13.3 FEET WEST OF A TELEPHONE POLE, 10 POLES WEST OF
 CU0082'MILEPOST 436, 2 POLES WEST OF A PRIVATE ROAD CROSSING, 3.2 FEET SOUTH
 CU0082'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CU0082'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0162 ***********************************************************************
 CU0162  DESIGNATION -  E 1057
 CU0162  PID         -  CU0162
 CU0162  STATE/COUNTY-  TX/NOLAN
 CU0162  USGS QUAD   -  LAKE SWEETWATER (1987)
 CU0162
 CU0162                         *CURRENT SURVEY CONTROL
 CU0162  ___________________________________________________________________
 CU0162* NAD 83(1986)-  32 29 00.     (N)    100 22 02.     (W)     SCALED    
 CU0162* NAVD 88     -       632.196  (meters)    2074.13   (feet)  ADJUSTED  
 CU0162  ___________________________________________________________________
 CU0162  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CU0162  DYNAMIC HT  -         631.357 (meters)    2071.38  (feet)  COMP
 CU0162  MODELED GRAV-     979,291.0   (mgal)                       NAVD 88
 CU0162
 CU0162  VERT ORDER  -  FIRST     CLASS II
 CU0162
 CU0162.The horizontal coordinates were scaled from a topographic map and have
 CU0162.an estimated accuracy of +/- 6 seconds.
 CU0162
 CU0162.The orthometric height was determined by differential leveling
 CU0162.and adjusted by the National Geodetic Survey in June 1991..
 CU0162
 CU0162.The geoid height was determined by GEOID03.
 CU0162
 CU0162.The dynamic height is computed by dividing the NAVD 88
 CU0162.geopotential number by the normal gravity value computed on the
 CU0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0162.degrees latitude (g = 980.6199 gals.).
 CU0162
 CU0162.The modeled gravity was interpolated from observed gravity values.
 CU0162
 CU0162;                    North         East    Units  Estimated Accuracy
 CU0162;SPC TXNC     - 2,092,120.      424,520.      MT  (+/- 180 meters Scaled)
 CU0162
 CU0162                          SUPERSEDED SURVEY CONTROL
 CU0162
 CU0162  NGVD 29 (??/??/92)  631.984  (m)         2073.43   (f) ADJ UNCH    1 2
 CU0162
 CU0162.Superseded values are not recommended for survey control.
 CU0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0162.See file dsdata.txt to determine how the superseded data were derived.
 CU0162
 CU0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA715948(NAD 83)
 CU0162_MARKER: DB = BENCH MARK DISK
 CU0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0162_SP_SET: PIER
 CU0162_STAMPING: E 1057 1956
 CU0162_MARK LOGO: CGS   
 CU0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0162
 CU0162  HISTORY     - Date     Condition        Report By
 CU0162  HISTORY     - 1956     MONUMENTED       CGS
 CU0162  HISTORY     - 1982     GOOD             NGS
 CU0162
 CU0162                          STATION DESCRIPTION
 CU0162
 CU0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0162'2.6 MI NE FROM SWEETWATER.
 CU0162'2.6 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0162'STATION AT SWEETWATER, 6 POLES SOUTHWEST OF MILEPOST 445, 7.7 FEET
 CU0162'NORTHWEST OF THE NORTHWEST RAIL, 3 FEET ABOVE THE GROUND, AT THE
 CU0162'OVERPASS OF U.S. HIGHWAY 80, SET VERTICALLY IN THE NORTHEAST SIDE OF
 CU0162'THE NORTHEAST PIER OF A ROW OF 4 PIERS WHICH IS ON THE NORTHWEST SIDE
 CU0162'OF THE TRACK.
 CU0162
 CU0162                          STATION RECOVERY (1982)
 CU0162
 CU0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0162'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0162'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, SET VERTICALLY
 CU0162'IN THE NORTHEAST FACE OF THE MOST NORTHEASTERLY ONE OF FOUR PIERS OF
 CU0162'THE FIRST SET OF PIERS SOUTHEAST OF THE NORTHWEST ABUTMENT OF THE U.S.
 CU0162'HIGHWAYS 80 AND 84 BUSINESS OVERPASS AND 2.3 METERS (7.5 FT) NORTHWEST
 CU0162'OF THE NEAR RAIL.
 CU0162'THE MARK IS 0.9 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0309 ***********************************************************************
 CU0309  DESIGNATION -  E 1058
 CU0309  PID         -  CU0309
 CU0309  STATE/COUNTY-  TX/MITCHELL
 CU0309  USGS QUAD   -  COLORADO CITY (1979)
 CU0309
 CU0309                         *CURRENT SURVEY CONTROL
 CU0309  ___________________________________________________________________
 CU0309* NAD 83(1986)-  32 23 12.     (N)    100 51 54.     (W)     SCALED    
 CU0309* NAVD 88     -       631.306  (meters)    2071.21   (feet)  ADJUSTED  
 CU0309  ___________________________________________________________________
 CU0309  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CU0309  DYNAMIC HT  -         630.465 (meters)    2068.45  (feet)  COMP
 CU0309  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 CU0309
 CU0309  VERT ORDER  -  FIRST     CLASS II
 CU0309
 CU0309.The horizontal coordinates were scaled from a topographic map and have
 CU0309.an estimated accuracy of +/- 6 seconds.
 CU0309
 CU0309.The orthometric height was determined by differential leveling
 CU0309.and adjusted by the National Geodetic Survey in June 1991..
 CU0309
 CU0309.The geoid height was determined by GEOID03.
 CU0309
 CU0309.The dynamic height is computed by dividing the NAVD 88
 CU0309.geopotential number by the normal gravity value computed on the
 CU0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0309.degrees latitude (g = 980.6199 gals.).
 CU0309
 CU0309.The modeled gravity was interpolated from observed gravity values.
 CU0309
 CU0309;                    North         East    Units  Estimated Accuracy
 CU0309;SPC TXNC     - 2,082,350.      377,500.      MT  (+/- 180 meters Scaled)
 CU0309
 CU0309                          SUPERSEDED SURVEY CONTROL
 CU0309
 CU0309  NGVD 29 (??/??/92)  631.098  (m)         2070.53   (f) ADJ UNCH    1 2
 CU0309
 CU0309.Superseded values are not recommended for survey control.
 CU0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0309.See file dsdata.txt to determine how the superseded data were derived.
 CU0309
 CU0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA245848(NAD 83)
 CU0309_MARKER: DB = BENCH MARK DISK
 CU0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0309_SP_SET: ABUTMENT
 CU0309_STAMPING: E 1058 1956
 CU0309_MARK LOGO: CGS   
 CU0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0309
 CU0309  HISTORY     - Date     Condition        Report By
 CU0309  HISTORY     - 1956     MONUMENTED       CGS
 CU0309  HISTORY     - 1982     GOOD             NGS
 CU0309
 CU0309                          STATION DESCRIPTION
 CU0309
 CU0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0309'0.1 MI E FROM COLORADO CITY.
 CU0309'0.1 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0309'COLORADO CITY, 4.4 FEET SOUTH OF THE SOUTH RAIL, LEVEL WITH THE TOP OF
 CU0309'THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF THE
 CU0309'UNDERPASS OF STATE HIGHWAY 101.
 CU0309
 CU0309                          STATION RECOVERY (1982)
 CU0309
 CU0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0309'IN COLORADO CITY, IN TOP OF THE SOUTH END OF THE WEST ABUTMENT OF THE
 CU0309'TEXAS AND PACIFIC RAILROAD BRIDGE OVER STATE HIGHWAY 163 AND 1.3
 CU0309'METERS (4.3 FT) SOUTH OF THE NEAR RAIL.
 CU0309'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0598 ***********************************************************************
 CU0598  DESIGNATION -  E 1059
 CU0598  PID         -  CU0598
 CU0598  STATE/COUNTY-  TX/HOWARD
 CU0598  USGS QUAD   -  ELBOW (1978)
 CU0598
 CU0598                         *CURRENT SURVEY CONTROL
 CU0598  ___________________________________________________________________
 CU0598* NAD 83(1986)-  32 14 12.     (N)    101 33 01.     (W)     SCALED    
 CU0598* NAVD 88     -       737.858  (meters)    2420.79   (feet)  ADJUSTED  
 CU0598  ___________________________________________________________________
 CU0598  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CU0598  DYNAMIC HT  -         736.844 (meters)    2417.46  (feet)  COMP
 CU0598  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 CU0598
 CU0598  VERT ORDER  -  FIRST     CLASS II
 CU0598
 CU0598.The horizontal coordinates were scaled from a topographic map and have
 CU0598.an estimated accuracy of +/- 6 seconds.
 CU0598
 CU0598.The orthometric height was determined by differential leveling
 CU0598.and adjusted by the National Geodetic Survey in June 1991..
 CU0598
 CU0598.The geoid height was determined by GEOID03.
 CU0598
 CU0598.The dynamic height is computed by dividing the NAVD 88
 CU0598.geopotential number by the normal gravity value computed on the
 CU0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0598.degrees latitude (g = 980.6199 gals.).
 CU0598
 CU0598.The modeled gravity was interpolated from observed gravity values.
 CU0598
 CU0598;                    North         East    Units  Estimated Accuracy
 CU0598;SPC TXNC     - 2,067,380.      312,560.      MT  (+/- 180 meters Scaled)
 CU0598
 CU0598                          SUPERSEDED SURVEY CONTROL
 CU0598
 CU0598  NGVD 29 (??/??/92)  737.582  (m)         2419.88   (f) ADJ UNCH    1 2
 CU0598
 CU0598.Superseded values are not recommended for survey control.
 CU0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0598.See file dsdata.txt to determine how the superseded data were derived.
 CU0598
 CU0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA596695(NAD 83)
 CU0598_MARKER: DB = BENCH MARK DISK
 CU0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0598_STAMPING: E 1059 1956
 CU0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0598+STABILITY: SURFACE MOTION
 CU0598
 CU0598  HISTORY     - Date     Condition        Report By
 CU0598  HISTORY     - 1956     MONUMENTED       CGS
 CU0598
 CU0598                          STATION DESCRIPTION
 CU0598
 CU0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0598'4.7 MI SW FROM BIG SPRING.
 CU0598'4.7 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0598'STATION AT BIG SPRING, 32 FEET NORTHEAST OF THE 2ND POLE SOUTHWEST OF
 CU0598'MILEPOST 518, 0.1 MILE NORTHWEST OF THE TOP OF A HILL, IN LINE WITH A
 CU0598'ROW OF TELEPHONE POLES, 11.3 FEET NORTHWEST OF A FENCE, 3 FEET
 CU0598'SOUTHWEST OF A WITNESS POST, 37 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CU0598'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 CU0598'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0004 ***********************************************************************
 BP0004  DESIGNATION -  E 106
 BP0004  PID         -  BP0004
 BP0004  STATE/COUNTY-  TX/PECOS
 BP0004  USGS QUAD   -  INDIAN MESA SE (1969)
 BP0004
 BP0004                         *CURRENT SURVEY CONTROL
 BP0004  ___________________________________________________________________
 BP0004* NAD 83(1986)-  30 52 09.     (N)    102 05 40.     (W)     SCALED    
 BP0004* NAVD 88     -       803.424  (meters)    2635.90   (feet)  ADJUSTED  
 BP0004  ___________________________________________________________________
 BP0004  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 BP0004  DYNAMIC HT  -         802.248 (meters)    2632.04  (feet)  COMP
 BP0004  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 BP0004
 BP0004  VERT ORDER  -  FIRST     CLASS II
 BP0004
 BP0004.The horizontal coordinates were scaled from a topographic map and have
 BP0004.an estimated accuracy of +/- 6 seconds.
 BP0004
 BP0004.The orthometric height was determined by differential leveling
 BP0004.and adjusted by the National Geodetic Survey in June 1991..
 BP0004
 BP0004.The geoid height was determined by GEOID03.
 BP0004
 BP0004.The dynamic height is computed by dividing the NAVD 88
 BP0004.geopotential number by the normal gravity value computed on the
 BP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0004.degrees latitude (g = 980.6199 gals.).
 BP0004
 BP0004.The modeled gravity was interpolated from observed gravity values.
 BP0004
 BP0004;                    North         East    Units  Estimated Accuracy
 BP0004;SPC TX C     - 3,134,640.      531,600.      MT  (+/- 180 meters Scaled)
 BP0004
 BP0004                          SUPERSEDED SURVEY CONTROL
 BP0004
 BP0004  NGVD 29 (??/??/92)  803.169  (m)         2635.06   (f) ADJ UNCH    1 2
 BP0004
 BP0004.Superseded values are not recommended for survey control.
 BP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0004.See file dsdata.txt to determine how the superseded data were derived.
 BP0004
 BP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ778187(NAD 83)
 BP0004_MARKER: DB = BENCH MARK DISK
 BP0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0004_STAMPING: E 106 1933 2635.064
 BP0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0004+STABILITY: SURFACE MOTION
 BP0004
 BP0004  HISTORY     - Date     Condition        Report By
 BP0004  HISTORY     - 1933     MONUMENTED       CGS
 BP0004  HISTORY     - 1958     GOOD             NGS
 BP0004
 BP0004                          STATION DESCRIPTION
 BP0004
 BP0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0004'22.75 MI W FROM SHEFFIELD.
 BP0004'ABOUT 22.75 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0004'SHEFFIELD, 62 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 BP0004'0.55 MILE NORTHWEST OF A JUNCTION WITH FARM ROAD NUMBER 305, ABOUT 0.2
 BP0004'MILE NORTHWEST OF THE NORTHWEST END OF A ROAD SIDE PARK AND WINDMILL,
 BP0004'8 FEET SOUTHWEST OF THE SOUTHWEST HIGHWAY RIGHT OF WAY FENCE 1 FOOT
 BP0004'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BP0004'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0552 ***********************************************************************
 CU0552  DESIGNATION -  E 1060
 CU0552  PID         -  CU0552
 CU0552  STATE/COUNTY-  TX/MITCHELL
 CU0552  USGS QUAD   -  IATAN (1978)
 CU0552
 CU0552                         *CURRENT SURVEY CONTROL
 CU0552  ___________________________________________________________________
 CU0552* NAD 83(1986)-  32 19 38.     (N)    101 10 39.     (W)     SCALED    
 CU0552* NAVD 88     -       677.887  (meters)    2224.03   (feet)  ADJUSTED  
 CU0552  ___________________________________________________________________
 CU0552  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CU0552  DYNAMIC HT  -         676.972 (meters)    2221.03  (feet)  COMP
 CU0552  MODELED GRAV-     979,268.4   (mgal)                       NAVD 88
 CU0552
 CU0552  VERT ORDER  -  FIRST     CLASS II
 CU0552
 CU0552.The horizontal coordinates were scaled from a topographic map and have
 CU0552.an estimated accuracy of +/- 6 seconds.
 CU0552
 CU0552.The orthometric height was determined by differential leveling
 CU0552.and adjusted by the National Geodetic Survey in June 1991..
 CU0552.WARNING-Repeat measurements at this control monument indicate possible
 CU0552.vertical movement.
 CU0552
 CU0552.The geoid height was determined by GEOID03.
 CU0552
 CU0552.The dynamic height is computed by dividing the NAVD 88
 CU0552.geopotential number by the normal gravity value computed on the
 CU0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0552.degrees latitude (g = 980.6199 gals.).
 CU0552
 CU0552.The modeled gravity was interpolated from observed gravity values.
 CU0552
 CU0552;                    North         East    Units  Estimated Accuracy
 CU0552;SPC TXNC     - 2,076,460.      347,940.      MT  (+/- 180 meters Scaled)
 CU0552
 CU0552                          SUPERSEDED SURVEY CONTROL
 CU0552
 CU0552  NGVD 29 (??/??/92)  677.562  (m)         2222.97   (f) ADJ UNCH    1 2
 CU0552
 CU0552.Superseded values are not recommended for survey control.
 CU0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0552.See file dsdata.txt to determine how the superseded data were derived.
 CU0552
 CU0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA950787(NAD 83)
 CU0552_MARKER: DB = BENCH MARK DISK
 CU0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0552_STAMPING: E 1060 1956
 CU0552_MARK LOGO: CGS   
 CU0552_PROJECTION: PROJECTING 10 CENTIMETERS
 CU0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0552+STABILITY: SURFACE MOTION
 CU0552
 CU0552  HISTORY     - Date     Condition        Report By
 CU0552  HISTORY     - 1956     MONUMENTED       CGS
 CU0552  HISTORY     - 1982     GOOD             NGS
 CU0552
 CU0552                          STATION DESCRIPTION
 CU0552
 CU0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0552'7.95 MI NE FROM COAHOMA.
 CU0552'7.95 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0552'STATION AT COAHOMA, 283 FEET NORTHEAST OF THE HOWARD AND MITCHELL
 CU0552'COUNTY LINE MARKER, 61 FEET NORTHWEST OF MILEPOST 495, 30 FEET
 CU0552'NORTHWEST OF THE NORTHWEST RAIL, 15.5 FEET NORTHEAST OF A TELEPHONE
 CU0552'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 3.6 FEET NORTHEAST OF A
 CU0552'WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 CU0552'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CU0552
 CU0552                          STATION RECOVERY (1982)
 CU0552
 CU0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0552'31.3 KM (19.45 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0552'JUNCTION WITH U. S. HIGHWAY 87 IN BIG SPRING, 0.1 KM (0.05 MI) EAST OF
 CU0552'THE HOWARD-MITCHELL COUNTY LINE, 36.3 METERS (119.1 FT) SOUTH OF THE
 CU0552'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 17.1 METERS (56.1
 CU0552'FT) SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 9.2 METERS (30.2 FT)
 CU0552'NORTH OF THE NEAR RAIL OF THE TEXAS AND PACIFIC RAILROAD AND 4.8
 CU0552'METERS (15.7 FT) EAST-NORTHEAST OF RAILROAD MILEPOST 495.
 CU0552'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CU0552'THE MARK IS 0.9 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0040 ***********************************************************************
 CV0040  DESIGNATION -  E 1061
 CV0040  PID         -  CV0040
 CV0040  STATE/COUNTY-  TX/MIDLAND
 CV0040  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0040
 CV0040                         *CURRENT SURVEY CONTROL
 CV0040  ___________________________________________________________________
 CV0040* NAD 83(1986)-  32 02 09.     (N)    102 01 23.     (W)     SCALED    
 CV0040* NAVD 88     -       851.946  (meters)    2795.09   (feet)  POSTED    
 CV0040  ___________________________________________________________________
 CV0040  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CV0040  DYNAMIC HT  -         850.750 (meters)    2791.17  (feet)  COMP
 CV0040  MODELED GRAV-     979,208.3   (mgal)                       NAVD 88
 CV0040
 CV0040  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CV0040
 CV0040.The horizontal coordinates were scaled from a topographic map and have
 CV0040.an estimated accuracy of +/- 6 seconds.
 CV0040
 CV0040.The orthometric height was determined by differential leveling
 CV0040.and adjusted by the National Geodetic Survey in 1992..
 CV0040.No vertical observational check was made to the station.
 CV0040.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CV0040.was located on a no-check spur therefore a value was not computed.
 CV0040
 CV0040.The geoid height was determined by GEOID03.
 CV0040
 CV0040.The dynamic height is computed by dividing the NAVD 88
 CV0040.geopotential number by the normal gravity value computed on the
 CV0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0040.degrees latitude (g = 980.6199 gals.).
 CV0040
 CV0040.The modeled gravity was interpolated from observed gravity values.
 CV0040
 CV0040;                    North         East    Units  Estimated Accuracy
 CV0040;SPC TX C     - 3,263,860.      540,390.      MT  (+/- 180 meters Scaled)
 CV0040
 CV0040                          SUPERSEDED SURVEY CONTROL
 CV0040
 CV0040  NGVD 29 (??/??/92)  851.57   (m)         2793.9    (f) COMPUTED    1 2
 CV0040
 CV0040.Superseded values are not recommended for survey control.
 CV0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0040.See file dsdata.txt to determine how the superseded data were derived.
 CV0040
 CV0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR811482(NAD 83)
 CV0040_MARKER: DB = BENCH MARK DISK
 CV0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0040_STAMPING: E 1061 1956
 CV0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0040+STABILITY: SURFACE MOTION
 CV0040
 CV0040  HISTORY     - Date     Condition        Report By
 CV0040  HISTORY     - 1956     MONUMENTED       CGS
 CV0040  HISTORY     - 1982     MARK NOT FOUND   NGS
 CV0040
 CV0040                          STATION DESCRIPTION
 CV0040
 CV0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CV0040'4.55 MI NE FROM MIDLAND.
 CV0040'3.75 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CV0040'STATION AT MIDLAND, THENCE 0.8 MILE NORTH ALONG A GRADED DIRT ROAD,
 CV0040'0.45 MILE NORTH OF A FARMHOUSE, 0.2 MILE NORTH OF A ROW OF POWER
 CV0040'POLES, 27 FEET EAST OF THE CENTER LINE OF A ROAD, 5 FEET SOUTHWEST OF
 CV0040'A FENCE CORNER, 3 FEET WEST OF A FENCE, 2.6 FEET WEST OF A WITNESS
 CV0040'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 CV0040'THE GROUND.
 CV0040
 CV0040                          STATION RECOVERY (1982)
 CV0040
 CV0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0195 ***********************************************************************
 CC0195  DESIGNATION -  E 1062
 CC0195  PID         -  CC0195
 CC0195  STATE/COUNTY-  TX/ECTOR
 CC0195  USGS QUAD   -  DOURO (1981)
 CC0195
 CC0195                         *CURRENT SURVEY CONTROL
 CC0195  ___________________________________________________________________
 CC0195* NAD 83(1986)-  31 45 51.     (N)    102 31 16.     (W)     SCALED    
 CC0195* NAVD 88     -       940.468  (meters)    3085.52   (feet)  ADJUSTED  
 CC0195  ___________________________________________________________________
 CC0195  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CC0195  DYNAMIC HT  -         939.139 (meters)    3081.16  (feet)  COMP
 CC0195  MODELED GRAV-     979,194.3   (mgal)                       NAVD 88
 CC0195
 CC0195  VERT ORDER  -  FIRST     CLASS II
 CC0195
 CC0195.The horizontal coordinates were scaled from a topographic map and have
 CC0195.an estimated accuracy of +/- 6 seconds.
 CC0195
 CC0195.The orthometric height was determined by differential leveling
 CC0195.and adjusted by the National Geodetic Survey in June 1991..
 CC0195
 CC0195.The geoid height was determined by GEOID03.
 CC0195
 CC0195.The dynamic height is computed by dividing the NAVD 88
 CC0195.geopotential number by the normal gravity value computed on the
 CC0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0195.degrees latitude (g = 980.6199 gals.).
 CC0195
 CC0195.The modeled gravity was interpolated from observed gravity values.
 CC0195
 CC0195;                    North         East    Units  Estimated Accuracy
 CC0195;SPC TX C     - 3,234,570.      492,760.      MT  (+/- 180 meters Scaled)
 CC0195
 CC0195                          SUPERSEDED SURVEY CONTROL
 CC0195
 CC0195  NGVD 29 (??/??/92)  940.078  (m)         3084.24   (f) ADJ UNCH    1 2
 CC0195
 CC0195.Superseded values are not recommended for survey control.
 CC0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0195.See file dsdata.txt to determine how the superseded data were derived.
 CC0195
 CC0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR347169(NAD 83)
 CC0195_MARKER: DB = BENCH MARK DISK
 CC0195_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0195_SP_SET: 8.6 FT
 CC0195_STAMPING: E 1062 1956
 CC0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0195
 CC0195  HISTORY     - Date     Condition        Report By
 CC0195  HISTORY     - 1956     MONUMENTED       CGS
 CC0195
 CC0195                          STATION DESCRIPTION
 CC0195
 CC0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0195'10.6 MI SW FROM ODESSA.
 CC0195'10.6 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0195'STATION AT ODESSA, 50.2 FEET NORTHEAST OF THE 2ND POLE SOUTHWEST OF
 CC0195'MILEPOST 584, 217 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED
 CC0195'ROAD, 43 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 42.9
 CC0195'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 2.6 FEET
 CC0195'NORTHEAST OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER
 CC0195'COATED STEEL ROD WHICH IS DRIVEN 8.6 FEET IN THE GROUND, INCASED IN A
 CC0195'6 INCH TILE PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0220 ***********************************************************************
 CC0220  DESIGNATION -  E 1063
 CC0220  PID         -  CC0220
 CC0220  STATE/COUNTY-  TX/WARD
 CC0220  USGS QUAD   -  MONAHANS SE (1968)
 CC0220
 CC0220                         *CURRENT SURVEY CONTROL
 CC0220  ___________________________________________________________________
 CC0220* NAD 83(1986)-  31 37 26.     (N)    102 47 41.     (W)     SCALED    
 CC0220* NAVD 88     -       833.021  (meters)    2733.00   (feet)  ADJUSTED  
 CC0220  ___________________________________________________________________
 CC0220  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CC0220  DYNAMIC HT  -         831.870 (meters)    2729.23  (feet)  COMP
 CC0220  MODELED GRAV-     979,229.0   (mgal)                       NAVD 88
 CC0220
 CC0220  VERT ORDER  -  FIRST     CLASS II
 CC0220
 CC0220.The horizontal coordinates were scaled from a topographic map and have
 CC0220.an estimated accuracy of +/- 6 seconds.
 CC0220
 CC0220.The orthometric height was determined by differential leveling
 CC0220.and adjusted by the National Geodetic Survey in June 1991..
 CC0220
 CC0220.The geoid height was determined by GEOID03.
 CC0220
 CC0220.The dynamic height is computed by dividing the NAVD 88
 CC0220.geopotential number by the normal gravity value computed on the
 CC0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0220.degrees latitude (g = 980.6199 gals.).
 CC0220
 CC0220.The modeled gravity was interpolated from observed gravity values.
 CC0220
 CC0220;                    North         East    Units  Estimated Accuracy
 CC0220;SPC TX C     - 3,219,560.      466,500.      MT  (+/- 180 meters Scaled)
 CC0220
 CC0220                          SUPERSEDED SURVEY CONTROL
 CC0220
 CC0220  NGVD 29 (??/??/92)  832.694  (m)         2731.93   (f) ADJ UNCH    1 2
 CC0220
 CC0220.Superseded values are not recommended for survey control.
 CC0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0220.See file dsdata.txt to determine how the superseded data were derived.
 CC0220
 CC0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR091008(NAD 83)
 CC0220_MARKER: DB = BENCH MARK DISK
 CC0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0220_STAMPING: E 1063 1956
 CC0220_MARK LOGO: CGS   
 CC0220_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0220+STABILITY: SURFACE MOTION
 CC0220
 CC0220  HISTORY     - Date     Condition        Report By
 CC0220  HISTORY     - 1956     MONUMENTED       CGS
 CC0220  HISTORY     - 1982     GOOD             NGS
 CC0220  HISTORY     - 20010202 GOOD             USPSQD
 CC0220
 CC0220                          STATION DESCRIPTION
 CC0220
 CC0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0220'6.1 MI NE FROM MONAHANS.
 CC0220'6.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0220'STATION AT MONAHANS, 94 FEET WEST OF THE 11TH POLE SOUTHWEST OF
 CC0220'MILEPOST 603, 20.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 10 FEET SOUTH
 CC0220'OF A POWER POLE, 77 FEET SOUTHEAST OF A FENCE, 2.5 FEET EAST OF A
 CC0220'WITNESS POST, 2 FEET NORTHWEST OF THE WEST CORNER OF A HAND CAR
 CC0220'SETOFF, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 CC0220'ABOVE THE GROUND.
 CC0220
 CC0220                          STATION RECOVERY (1982)
 CC0220
 CC0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0220'9.8 KM (6.1 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0220'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 20.5 METERS (67.3
 CC0220'FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF U. S.
 CC0220'HIGHWAY 80, 6.2 METERS (20.3 FT) NORTH-NORTHWEST OF THE NEAR RAIL AND
 CC0220'4.9 METERS (16.1 FT) SOUTH-SOUTHWEST OF A UTILITY POLE.
 CC0220'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 CC0220'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CC0220
 CC0220                          STATION RECOVERY (2001)
 CC0220
 CC0220'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0227 ***********************************************************************
 CC0227  DESIGNATION -  E 1064
 CC0227  PID         -  CC0227
 CC0227  STATE/COUNTY-  TX/WARD
 CC0227  USGS QUAD   -  MONAHANS (1981)
 CC0227
 CC0227                         *CURRENT SURVEY CONTROL
 CC0227  ___________________________________________________________________
 CC0227* NAD 83(1986)-  31 35 42.     (N)    102 53 35.     (W)     SCALED    
 CC0227* NAVD 88     -       800.066  (meters)    2624.88   (feet)  ADJUSTED  
 CC0227  ___________________________________________________________________
 CC0227  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CC0227  DYNAMIC HT  -         798.956 (meters)    2621.24  (feet)  COMP
 CC0227  MODELED GRAV-     979,225.1   (mgal)                       NAVD 88
 CC0227
 CC0227  VERT ORDER  -  FIRST     CLASS II
 CC0227
 CC0227.The horizontal coordinates were scaled from a topographic map and have
 CC0227.an estimated accuracy of +/- 6 seconds.
 CC0227
 CC0227.The orthometric height was determined by differential leveling
 CC0227.and adjusted by the National Geodetic Survey in June 1991..
 CC0227
 CC0227.The geoid height was determined by GEOID03.
 CC0227
 CC0227.The dynamic height is computed by dividing the NAVD 88
 CC0227.geopotential number by the normal gravity value computed on the
 CC0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0227.degrees latitude (g = 980.6199 gals.).
 CC0227
 CC0227.The modeled gravity was interpolated from observed gravity values.
 CC0227
 CC0227;                    North         East    Units  Estimated Accuracy
 CC0227;SPC TX C     - 3,216,570.      457,100.      MT  (+/- 180 meters Scaled)
 CC0227
 CC0227                          SUPERSEDED SURVEY CONTROL
 CC0227
 CC0227  NGVD 29 (??/??/92)  799.736  (m)         2623.80   (f) ADJ UNCH    1 2
 CC0227
 CC0227.Superseded values are not recommended for survey control.
 CC0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0227.See file dsdata.txt to determine how the superseded data were derived.
 CC0227
 CC0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ999974(NAD 83)
 CC0227_MARKER: DB = BENCH MARK DISK
 CC0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0227_SP_SET: CONCRETE BASE
 CC0227_STAMPING: E 1064 1956
 CC0227_MARK LOGO: CGS   
 CC0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0227
 CC0227  HISTORY     - Date     Condition        Report By
 CC0227  HISTORY     - 1956     MONUMENTED       CGS
 CC0227  HISTORY     - 1981     GOOD             NGS
 CC0227  HISTORY     - 1982     GOOD             NGS
 CC0227
 CC0227                          STATION DESCRIPTION
 CC0227
 CC0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0227'IN MONAHANS.
 CC0227'AT MONAHANS, AT THE TEXAS AND PACIFIC RAILROAD STATION, 2.4 FEET SOUTH
 CC0227'OF THE SOUTH WALL OF THE STATION, IN FRONT OF THE TICKET OFFICE
 CC0227'WINDOW, FLUSH WITH THE STATION PLATFORM, SET IN THE TOP OF THE
 CC0227'CONCRETE BASE OF AN ABANDONED SEMAPHORE.
 CC0227
 CC0227                          STATION RECOVERY (1981)
 CC0227
 CC0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0227'IN MONAHANS, AT THE STATE HIGHWAY 18 (MAIN STREET) CROSSING OF THE
 CC0227'MISSOURI PACIFIC RAILROAD, IN THE TOP CENTER OF A CONCRETE BASE OF
 CC0227'AN ABANDONED SEMAPHORE, 45.7 METERS (150.0 FT) EAST OF THE CENTERLINE
 CC0227'OF THE HIGHWAY, 38.1 METERS (125.0 FT) EAST OF UTILITY POLE
 CC0227'NUMBER 104 WITH A STREET LIGHT, 21.5 METERS (70.5 FT) NORTHWEST OF
 CC0227'RAILROAD SWITCH NUMBER 1101, AND 13.1 METERS (43.0 FT) NORTH OF THE
 CC0227'NEAR RAIL.
 CC0227'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0227
 CC0227                          STATION RECOVERY (1982)
 CC0227
 CC0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0272 ***********************************************************************
 CC0272  DESIGNATION -  E 1065
 CC0272  PID         -  CC0272
 CC0272  STATE/COUNTY-  TX/WARD
 CC0272  USGS QUAD   -  PYOTE WEST (1981)
 CC0272
 CC0272                         *CURRENT SURVEY CONTROL
 CC0272  ___________________________________________________________________
 CC0272* NAD 83(1986)-  31 30 12.     (N)    103 13 40.     (W)     SCALED    
 CC0272* NAVD 88     -       813.061  (meters)    2667.52   (feet)  ADJUSTED  
 CC0272  ___________________________________________________________________
 CC0272  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CC0272  DYNAMIC HT  -         811.887 (meters)    2663.67  (feet)  COMP
 CC0272  MODELED GRAV-     979,169.0   (mgal)                       NAVD 88
 CC0272
 CC0272  VERT ORDER  -  FIRST     CLASS II
 CC0272
 CC0272.The horizontal coordinates were scaled from a topographic map and have
 CC0272.an estimated accuracy of +/- 6 seconds.
 CC0272
 CC0272.The orthometric height was determined by differential leveling
 CC0272.and adjusted by the National Geodetic Survey in June 1991..
 CC0272
 CC0272.The geoid height was determined by GEOID03.
 CC0272
 CC0272.The dynamic height is computed by dividing the NAVD 88
 CC0272.geopotential number by the normal gravity value computed on the
 CC0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0272.degrees latitude (g = 980.6199 gals.).
 CC0272
 CC0272.The modeled gravity was interpolated from observed gravity values.
 CC0272
 CC0272;                    North         East    Units  Estimated Accuracy
 CC0272;SPC TX C     - 3,207,180.      425,080.      MT  (+/- 180 meters Scaled)
 CC0272
 CC0272                          SUPERSEDED SURVEY CONTROL
 CC0272
 CC0272  NGVD 29 (??/??/92)  812.737  (m)         2666.45   (f) ADJ UNCH    1 2
 CC0272
 CC0272.Superseded values are not recommended for survey control.
 CC0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0272.See file dsdata.txt to determine how the superseded data were derived.
 CC0272
 CC0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ683867(NAD 83)
 CC0272_MARKER: DB = BENCH MARK DISK
 CC0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0272_SP_SET: FOUNDATION
 CC0272_STAMPING: E 1065 1956
 CC0272_MARK LOGO: CGS   
 CC0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0272
 CC0272  HISTORY     - Date     Condition        Report By
 CC0272  HISTORY     - 1956     MONUMENTED       CGS
 CC0272  HISTORY     - 1981     GOOD             NGS
 CC0272
 CC0272                          STATION DESCRIPTION
 CC0272
 CC0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0272'6.2 MI SW FROM PYOTE.
 CC0272'6.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0272'STATION AT PYOTE, 96.4 FEET WEST OF THE 5TH POLE SOUTHWEST OF MILEPOST
 CC0272'630, 24.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 23.4 FEET SOUTH OF A
 CC0272'FENCE, 260 FEET SOUTH OF THE SOUTH CORNER OF THE SECTION FOREMANS
 CC0272'HOUSE AT QUITO, SET IN THE TOP OF THE CENTER OF THE CONCRETE
 CC0272'FOUNDATION OF AN OLD WATER TOWER WHICH HAS BEEN REMOVED.
 CC0272
 CC0272                          STATION RECOVERY (1981)
 CC0272
 CC0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0272'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0272'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 28.7 KM (17.85 MI) NORTHEAST
 CC0272'ALONG THE MISSOURI PACIFIC RAILROAD, 0.2 KM (0.15 MI) SOUTHWEST OF
 CC0272'MILE POST 630, IN THE TOP CENTER OF THE SOUTHWEST CONCRETE BASE OF
 CC0272'AN OLD WATER TANK THAT HAS BEEN REMOVED, 29.4 METERS (96.4 FT)
 CC0272'WEST OF A UTILITY POLE, 7.5 METERS (24.6 FT) NORTH-NORTHWEST OF THE
 CC0272'NEAR RAIL, AND 7.1 METERS (23.4 FT) SOUTH-SOUTHEAST OF A FENCE.
 CC0272'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 CC0272'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0313 ***********************************************************************
 CC0313  DESIGNATION -  E 1066
 CC0313  PID         -  CC0313
 CC0313  STATE/COUNTY-  TX/WARD
 CC0313  USGS QUAD   -  QUITO DRAW (1981)
 CC0313
 CC0313                         *CURRENT SURVEY CONTROL
 CC0313  ___________________________________________________________________
 CC0313* NAD 83(1986)-  31 28 49.     (N)    103 18 41.     (W)     SCALED    
 CC0313* NAVD 88     -       814.063  (meters)    2670.80   (feet)  ADJUSTED  
 CC0313  ___________________________________________________________________
 CC0313  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CC0313  DYNAMIC HT  -         812.881 (meters)    2666.93  (feet)  COMP
 CC0313  MODELED GRAV-     979,161.0   (mgal)                       NAVD 88
 CC0313
 CC0313  VERT ORDER  -  FIRST     CLASS II
 CC0313
 CC0313.The horizontal coordinates were scaled from a topographic map and have
 CC0313.an estimated accuracy of +/- 6 seconds.
 CC0313
 CC0313.The orthometric height was determined by differential leveling
 CC0313.and adjusted by the National Geodetic Survey in June 1991..
 CC0313
 CC0313.The geoid height was determined by GEOID03.
 CC0313
 CC0313.The dynamic height is computed by dividing the NAVD 88
 CC0313.geopotential number by the normal gravity value computed on the
 CC0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0313.degrees latitude (g = 980.6199 gals.).
 CC0313
 CC0313.The modeled gravity was interpolated from observed gravity values.
 CC0313
 CC0313;                    North         East    Units  Estimated Accuracy
 CC0313;SPC TX C     - 3,204,840.      417,080.      MT  (+/- 180 meters Scaled)
 CC0313
 CC0313                          SUPERSEDED SURVEY CONTROL
 CC0313
 CC0313  NGVD 29 (??/??/92)  813.722  (m)         2669.69   (f) ADJ UNCH    1 2
 CC0313
 CC0313.Superseded values are not recommended for survey control.
 CC0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0313.See file dsdata.txt to determine how the superseded data were derived.
 CC0313
 CC0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ604840(NAD 83)
 CC0313_MARKER: DB = BENCH MARK DISK
 CC0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0313_SP_SET: ABUTMENT
 CC0313_STAMPING: E 1066 1956
 CC0313_MARK LOGO: CGS   
 CC0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0313
 CC0313  HISTORY     - Date     Condition        Report By
 CC0313  HISTORY     - 1956     MONUMENTED       CGS
 CC0313  HISTORY     - 1981     GOOD             NGS
 CC0313
 CC0313                          STATION DESCRIPTION
 CC0313
 CC0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0313'5.1 MI NE FROM BARSTOW.
 CC0313'5.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0313'STATION AT BARSTOW, 9 POLES SOUTHWEST OF MILEPOST 635, 4.2 FEET
 CC0313'NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT BELOW THE TOP OF THE RAILS,
 CC0313'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 CC0313'OF BRIDGE 635.3.
 CC0313
 CC0313                          STATION RECOVERY (1981)
 CC0313
 CC0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0313'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0313'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 20.4 KM (12.7 MI) NORTHEAST
 CC0313'ALONG THE MISSOURI PACIFIC RAILROAD, 0.5 KM (0.3 MI) SOUTHWEST OF
 CC0313'MILE POST 635, IN TOP OF AND 0.6 METER (2.0 FT) SOUTHEAST OF THE
 CC0313'NORTHWEST END OF THE NORTHEAST ABUTMENT OF BRIDGE NUMBER 6353, 1.3
 CC0313'METERS (4.2 FT) NORTH-NORTHWEST OF THE NEAR RAIL.
 CC0313'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0496 ***********************************************************************
 CD0496  DESIGNATION -  E 1067
 CD0496  PID         -  CD0496
 CD0496  STATE/COUNTY-  TX/HUDSPETH
 CD0496  USGS QUAD   -  PIERCE RANCH (1979)
 CD0496
 CD0496                         *CURRENT SURVEY CONTROL
 CD0496  ___________________________________________________________________
 CD0496* NAD 83(1986)-  31 15 18.     (N)    105 19 18.     (W)     SCALED    
 CD0496* NAVD 88     -      1383.202  (meters)    4538.06   (feet)  ADJUSTED  
 CD0496  ___________________________________________________________________
 CD0496  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 CD0496  DYNAMIC HT  -        1381.004 (meters)    4530.84  (feet)  COMP
 CD0496  MODELED GRAV-     979,003.0   (mgal)                       NAVD 88
 CD0496
 CD0496  VERT ORDER  -  FIRST     CLASS II
 CD0496
 CD0496.The horizontal coordinates were scaled from a topographic map and have
 CD0496.an estimated accuracy of +/- 6 seconds.
 CD0496
 CD0496.The orthometric height was determined by differential leveling
 CD0496.and adjusted by the National Geodetic Survey in June 1991..
 CD0496
 CD0496.The geoid height was determined by GEOID03.
 CD0496
 CD0496.The dynamic height is computed by dividing the NAVD 88
 CD0496.geopotential number by the normal gravity value computed on the
 CD0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0496.degrees latitude (g = 980.6199 gals.).
 CD0496
 CD0496.The modeled gravity was interpolated from observed gravity values.
 CD0496
 CD0496;                    North         East    Units  Estimated Accuracy
 CD0496;SPC TX C     - 3,186,730.      225,080.      MT  (+/- 180 meters Scaled)
 CD0496
 CD0496                          SUPERSEDED SURVEY CONTROL
 CD0496
 CD0496  NGVD 29 (??/??/92) 1382.607  (m)         4536.10   (f) ADJ UNCH    1 2
 CD0496
 CD0496.Superseded values are not recommended for survey control.
 CD0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0496.See file dsdata.txt to determine how the superseded data were derived.
 CD0496
 CD0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ693579(NAD 83)
 CD0496_MARKER: DB = BENCH MARK DISK
 CD0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0496_STAMPING: E 1067 1956
 CD0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0496+STABILITY: SURFACE MOTION
 CD0496
 CD0496  HISTORY     - Date     Condition        Report By
 CD0496  HISTORY     - 1956     MONUMENTED       CGS
 CD0496  HISTORY     - 1958     GOOD             NGS
 CD0496  HISTORY     - 1976     GOOD             USGS
 CD0496
 CD0496                          STATION DESCRIPTION
 CD0496
 CD0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0496'7.2 MI N FROM SIERRA BLANCA.
 CD0496'ABOUT 6.3 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND PACIFIC
 CD0496'RAILROAD STATION AT SIERRA BLANCA, THENCE 0.6 MILE EAST ALONG A ROAD
 CD0496'TO THE STEILER RANCH AIRFIELD, THENCE 0.3 MILE NORTH ALONG THE WEST
 CD0496'SIDE OF THE NORTH-SOUTH RUNWAY, AT THE INTERSECTION OF THE EAST-WEST
 CD0496'AND THE NORTH-SOUTH RUNWAYS, 92 FEET NORTH OF THE CENTER LINE OF THE
 CD0496'EAST-WEST RUNWAY, 114 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 CD0496'RUNWAY, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 CD0496'OF A CONCRETE POST PROJECTING 2 INCHES.
 CD0496
 CD0496                          STATION RECOVERY (1976)
 CD0496
 CD0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0496'ABOUT 6.3 MI. NORTH ALONG RANCH ROAD 1111 FROM THE RAILROAD STATION
 CD0496'AT SIERRA BLANCA, THENCE 0.6 MI. EAST ALONG THE ROAD TO MILE HIGH
 CD0496'COMMUNITY AIRPORT, AT THE OLD STEILER RANCH AIRSTRIP, THENCE 0.25 MI.
 CD0496'NORTH ALONG THE WEST SIDE OF THE N-S RUNWAY, AT THE INTERSECTION OF
 CD0496'THE RUNWAYS, 90 FT. NORTH OF THE C/L E-W RUNWAY, 58 FT. WEST OF THE
 CD0496'C/L N-S RUNWAY, 2 1/2 FT. EAST OF A WOODEN WITNESS POST, AND IN THE
 CD0496'TOP OF A CONCRETE POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0078 ***********************************************************************
 CD0078  DESIGNATION -  E 1068
 CD0078  PID         -  CD0078
 CD0078  STATE/COUNTY-  TX/REEVES
 CD0078  USGS QUAD   -  SAN MARTINE (1970)
 CD0078
 CD0078                         *CURRENT SURVEY CONTROL
 CD0078  ___________________________________________________________________
 CD0078* NAD 83(1986)-  31 10 14.     (N)    104 00 09.     (W)     SCALED    
 CD0078* NAVD 88     -      1071.956  (meters)    3516.91   (feet)  ADJUSTED  
 CD0078  ___________________________________________________________________
 CD0078  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CD0078  DYNAMIC HT  -        1070.349 (meters)    3511.64  (feet)  COMP
 CD0078  MODELED GRAV-     979,104.0   (mgal)                       NAVD 88
 CD0078
 CD0078  VERT ORDER  -  FIRST     CLASS II
 CD0078
 CD0078.The horizontal coordinates were scaled from a topographic map and have
 CD0078.an estimated accuracy of +/- 6 seconds.
 CD0078
 CD0078.The orthometric height was determined by differential leveling
 CD0078.and adjusted by the National Geodetic Survey in June 1991..
 CD0078
 CD0078.The geoid height was determined by GEOID03.
 CD0078
 CD0078.The dynamic height is computed by dividing the NAVD 88
 CD0078.geopotential number by the normal gravity value computed on the
 CD0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0078.degrees latitude (g = 980.6199 gals.).
 CD0078
 CD0078.The modeled gravity was interpolated from observed gravity values.
 CD0078
 CD0078;                    North         East    Units  Estimated Accuracy
 CD0078;SPC TX C     - 3,172,480.      350,310.      MT  (+/- 180 meters Scaled)
 CD0078
 CD0078                          SUPERSEDED SURVEY CONTROL
 CD0078
 CD0078  NGVD 29 (??/??/92) 1071.556  (m)         3515.60   (f) ADJ UNCH    1 2
 CD0078
 CD0078.Superseded values are not recommended for survey control.
 CD0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0078.See file dsdata.txt to determine how the superseded data were derived.
 CD0078
 CD0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ950489(NAD 83)
 CD0078_MARKER: DB = BENCH MARK DISK
 CD0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0078_STAMPING: E 1068 1956
 CD0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0078+STABILITY: SURFACE MOTION
 CD0078
 CD0078  HISTORY     - Date     Condition        Report By
 CD0078  HISTORY     - 1956     MONUMENTED       CGS
 CD0078
 CD0078                          STATION DESCRIPTION
 CD0078
 CD0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0078'5.5 MI SW FROM GOZAR.
 CD0078'5.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0078'SECTION FOREMANS HOUSE AT GOZAR, 20.3 FEET SOUTHWEST OF MILEPOST 682,
 CD0078'40.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN LINE WITH A ROW OF
 CD0078'TELEPHONE POLES, 31 FEET NORTHWEST OF THE CENTER LINE OF A LEVEE, 2
 CD0078'FEET SOUTHEAST OF A WITNESS POST, 6 FEET BELOW THE TOP OF THE RAILS,
 CD0078'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CD0078'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0111 ***********************************************************************
 CD0111  DESIGNATION -  E 1069
 CD0111  PID         -  CD0111
 CD0111  STATE/COUNTY-  TX/CULBERSON
 CD0111  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0111
 CD0111                         *CURRENT SURVEY CONTROL
 CD0111  ___________________________________________________________________
 CD0111* NAD 83(1986)-  31 04 11.     (N)    104 18 32.     (W)     SCALED    
 CD0111* NAVD 88     -      1329.032  (meters)    4360.33   (feet)  ADJUSTED  
 CD0111  ___________________________________________________________________
 CD0111  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 CD0111  DYNAMIC HT  -        1326.955 (meters)    4353.52  (feet)  COMP
 CD0111  MODELED GRAV-     979,031.2   (mgal)                       NAVD 88
 CD0111
 CD0111  VERT ORDER  -  FIRST     CLASS II
 CD0111
 CD0111.The horizontal coordinates were scaled from a topographic map and have
 CD0111.an estimated accuracy of +/- 6 seconds.
 CD0111
 CD0111.The orthometric height was determined by differential leveling
 CD0111.and adjusted by the National Geodetic Survey in June 1991..
 CD0111
 CD0111.The geoid height was determined by GEOID03.
 CD0111
 CD0111.The dynamic height is computed by dividing the NAVD 88
 CD0111.geopotential number by the normal gravity value computed on the
 CD0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0111.degrees latitude (g = 980.6199 gals.).
 CD0111
 CD0111.The modeled gravity was interpolated from observed gravity values.
 CD0111
 CD0111;                    North         East    Units  Estimated Accuracy
 CD0111;SPC TX C     - 3,162,310.      320,720.      MT  (+/- 180 meters Scaled)
 CD0111
 CD0111                          SUPERSEDED SURVEY CONTROL
 CD0111
 CD0111  NGVD 29 (??/??/92) 1328.517  (m)         4358.64   (f) ADJ UNCH    1 2
 CD0111
 CD0111.Superseded values are not recommended for survey control.
 CD0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0111.See file dsdata.txt to determine how the superseded data were derived.
 CD0111
 CD0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ659375(NAD 83)
 CD0111_MARKER: DB = BENCH MARK DISK
 CD0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0111_STAMPING: E 1069 1956
 CD0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0111+STABILITY: SURFACE MOTION
 CD0111
 CD0111  HISTORY     - Date     Condition        Report By
 CD0111  HISTORY     - 1956     MONUMENTED       CGS
 CD0111
 CD0111                          STATION DESCRIPTION
 CD0111
 CD0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0111'4.8 MI E FROM BORACHO.
 CD0111'4.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0111'FOREMANS HOUSE AT BORACHO, 76.7 FEET WEST OF MILEPOST 704, 50 FEET
 CD0111'SOUTH OF THE SOUTH RAIL, 2.2 FEET SOUTH OF A FENCE, 1.8 FEET WEST OF A
 CD0111'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CD0111'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0183 ***********************************************************************
 CC0183  DESIGNATION -  E 107
 CC0183  PID         -  CC0183
 CC0183  STATE/COUNTY-  TX/PECOS
 CC0183  USGS QUAD   -  DIAMOND Y SPRING (1974)
 CC0183
 CC0183                         *CURRENT SURVEY CONTROL
 CC0183  ___________________________________________________________________
 CC0183* NAD 83(1986)-  31 04 57.     (N)    102 53 29.     (W)     SCALED    
 CC0183* NAVD 88     -       816.697  (meters)    2679.45   (feet)  ADJUSTED  
 CC0183  ___________________________________________________________________
 CC0183  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CC0183  DYNAMIC HT  -         815.500 (meters)    2675.52  (feet)  COMP
 CC0183  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 CC0183
 CC0183  VERT ORDER  -  FIRST     CLASS II
 CC0183
 CC0183.The horizontal coordinates were scaled from a topographic map and have
 CC0183.an estimated accuracy of +/- 6 seconds.
 CC0183
 CC0183.The orthometric height was determined by differential leveling
 CC0183.and adjusted by the National Geodetic Survey in June 1991..
 CC0183
 CC0183.The geoid height was determined by GEOID03.
 CC0183
 CC0183.The dynamic height is computed by dividing the NAVD 88
 CC0183.geopotential number by the normal gravity value computed on the
 CC0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0183.degrees latitude (g = 980.6199 gals.).
 CC0183
 CC0183.The modeled gravity was interpolated from observed gravity values.
 CC0183
 CC0183;                    North         East    Units  Estimated Accuracy
 CC0183;SPC TX C     - 3,159,760.      455,960.      MT  (+/- 180 meters Scaled)
 CC0183
 CC0183                          SUPERSEDED SURVEY CONTROL
 CC0183
 CC0183  NGVD 29 (??/??/92)  816.396  (m)         2678.46   (f) ADJ UNCH    1 2
 CC0183
 CC0183.Superseded values are not recommended for survey control.
 CC0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0183.See file dsdata.txt to determine how the superseded data were derived.
 CC0183
 CC0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ011406(NAD 83)
 CC0183_MARKER: DB = BENCH MARK DISK
 CC0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0183_STAMPING: E 107 1933 2678.459
 CC0183_MARK LOGO: CGS   
 CC0183_PROJECTION: PROJECTING 25 CENTIMETERS
 CC0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0183+STABILITY: SURFACE MOTION
 CC0183
 CC0183  HISTORY     - Date     Condition        Report By
 CC0183  HISTORY     - 1933     MONUMENTED       CGS
 CC0183  HISTORY     - 1958     GOOD             NGS
 CC0183  HISTORY     - 1981     GOOD             NGS
 CC0183
 CC0183                          STATION DESCRIPTION
 CC0183
 CC0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0183'12.35 MI N FROM FORT STOCKTON.
 CC0183'ABOUT 0.4 MILE WEST ALONG U. S. HIGHWAYS 290, 285 AND 67 FROM THE
 CC0183'PANHANDLE AND SANTA FE RAILROAD STATION AT FORT STOCKTON, THENCE 11.95
 CC0183'MILES NORTH ALONG STATE HIGHWAY 82, 115 FEET EAST OF THE CENTER LINE
 CC0183'OF THE HIGHWAY, ABOUT 0.65 MILE NORTH OF A POWER LINE CROSSING, ABOUT
 CC0183'0.5 MILE NORTH OF THE JUNCTION OF A GRADED DIRT ROAD LEADING WEST,
 CC0183'ABOUT 0.35 MILE SOUTH OF A LARGE CONCRETE CULVERT, 65 FEET EAST OF THE
 CC0183'EAST RIGHT OF WAY FENCE, 2 FEET SOUTH OF A CONCRETE WITNESS POST, AND
 CC0183'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CC0183
 CC0183                          STATION RECOVERY (1981)
 CC0183
 CC0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0183'20.8 KM (12.9 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0183'WITH U. S. HIGHWAYS 290, 285 AND 67 IN FORT STOCKTON, 0.8 KM (0.5 MI)
 CC0183'NORTH OF A GRAVELED ROAD LEADING WEST, 47.9 METERS (157.0 FT)
 CC0183'NORTH-NORTHEAST OF A UTILITY POLE, 35.1 METERS (115.0 FT) EAST OF
 CC0183'THE CENTERLINE OF THE HIGHWAY AND 13.5 METERS (44.3 FT) EAST OF THE
 CC0183'CENTER OF A TRACK ROAD.
 CC0183'THE MARK IS 19.8 METERS  E FROM  A WITNESS POST AND FENCE
 CC0183'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0138 ***********************************************************************
 CD0138  DESIGNATION -  E 1070
 CD0138  PID         -  CD0138
 CD0138  STATE/COUNTY-  TX/JEFF DAVIS
 CD0138  USGS QUAD   -  KENT (1970)
 CD0138
 CD0138                         *CURRENT SURVEY CONTROL
 CD0138  ___________________________________________________________________
 CD0138* NAD 83(1986)-  31 04 15.     (N)    104 07 57.     (W)     SCALED    
 CD0138* NAVD 88     -      1254.790  (meters)    4116.76   (feet)  POSTED    
 CD0138  ___________________________________________________________________
 CD0138  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 CD0138  DYNAMIC HT  -        1252.850 (meters)    4110.39  (feet)  COMP
 CD0138  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 CD0138
 CD0138  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0138
 CD0138.The horizontal coordinates were scaled from a topographic map and have
 CD0138.an estimated accuracy of +/- 6 seconds.
 CD0138
 CD0138.The orthometric height was determined by differential leveling
 CD0138.and adjusted by the National Geodetic Survey in 1992..
 CD0138.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0138.rate of 0.0 thru 1.0 mm/km.
 CD0138
 CD0138.The geoid height was determined by GEOID03.
 CD0138
 CD0138.The dynamic height is computed by dividing the NAVD 88
 CD0138.geopotential number by the normal gravity value computed on the
 CD0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0138.degrees latitude (g = 980.6199 gals.).
 CD0138
 CD0138.The modeled gravity was interpolated from observed gravity values.
 CD0138
 CD0138;                    North         East    Units  Estimated Accuracy
 CD0138;SPC TX C     - 3,161,850.      337,550.      MT  (+/- 180 meters Scaled)
 CD0138
 CD0138                          SUPERSEDED SURVEY CONTROL
 CD0138
 CD0138  NGVD 29 (??/??/92) 1254.305  (m)         4115.17   (f) ADJ UNCH    1 2
 CD0138
 CD0138.Superseded values are not recommended for survey control.
 CD0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0138.See file dsdata.txt to determine how the superseded data were derived.
 CD0138
 CD0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ827377(NAD 83)
 CD0138_MARKER: DB = BENCH MARK DISK
 CD0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0138_STAMPING: E 1070 1956
 CD0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0138+STABILITY: SURFACE MOTION
 CD0138
 CD0138  HISTORY     - Date     Condition        Report By
 CD0138  HISTORY     - 1956     MONUMENTED       CGS
 CD0138  HISTORY     - 1958     GOOD             NGS
 CD0138  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0138
 CD0138                          STATION DESCRIPTION
 CD0138
 CD0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0138'5.25 MI E FROM KENT.
 CD0138'3.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0138'AT KENT, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, THENCE 1.75 MILES
 CD0138'EAST ALONG U.S. HIGHWAY 80, AT THE NORTHEAST END OF A CUT, 75 FEET
 CD0138'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET SOUTH OF THE
 CD0138'SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT, 3.2
 CD0138'FEET SOUTHWEST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 2.1 FEET
 CD0138'NORTHWEST OF A FENCE, 2.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 CD0138'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0138
 CD0138                          STATION RECOVERY (1958)
 CD0138
 CD0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0138'RECOVERED IN GOOD CONDITION.
 CD0138
 CD0138                          STATION RECOVERY (1981)
 CD0138
 CD0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0138'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0525 ***********************************************************************
 CD0525  DESIGNATION -  E 1071
 CD0525  PID         -  CD0525
 CD0525  STATE/COUNTY-  TX/HUDSPETH
 CD0525  USGS QUAD   -  ALLAMOORE (1964)
 CD0525
 CD0525                         *CURRENT SURVEY CONTROL
 CD0525  ___________________________________________________________________
 CD0525* NAD 83(1986)-  31 04 54.     (N)    105 01 12.     (W)     SCALED    
 CD0525* NAVD 88     -      1377.146  (meters)    4518.19   (feet)  ADJUSTED  
 CD0525  ___________________________________________________________________
 CD0525  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0525  DYNAMIC HT  -        1374.957 (meters)    4511.00  (feet)  COMP
 CD0525  MODELED GRAV-     979,003.0   (mgal)                       NAVD 88
 CD0525
 CD0525  VERT ORDER  -  FIRST     CLASS II
 CD0525
 CD0525.The horizontal coordinates were scaled from a topographic map and have
 CD0525.an estimated accuracy of +/- 6 seconds.
 CD0525
 CD0525.The orthometric height was determined by differential leveling
 CD0525.and adjusted by the National Geodetic Survey in June 1991..
 CD0525
 CD0525.The geoid height was determined by GEOID03.
 CD0525
 CD0525.The dynamic height is computed by dividing the NAVD 88
 CD0525.geopotential number by the normal gravity value computed on the
 CD0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0525.degrees latitude (g = 980.6199 gals.).
 CD0525
 CD0525.The modeled gravity was interpolated from observed gravity values.
 CD0525
 CD0525;                    North         East    Units  Estimated Accuracy
 CD0525;SPC TX C     - 3,166,280.      252,970.      MT  (+/- 180 meters Scaled)
 CD0525
 CD0525                          SUPERSEDED SURVEY CONTROL
 CD0525
 CD0525  NGVD 29 (??/??/92) 1376.577  (m)         4516.32   (f) ADJ UNCH    1 2
 CD0525
 CD0525.Superseded values are not recommended for survey control.
 CD0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0525.See file dsdata.txt to determine how the superseded data were derived.
 CD0525
 CD0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ980386(NAD 83)
 CD0525_MARKER: DB = BENCH MARK DISK
 CD0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0525_SP_SET: BRIDGE
 CD0525_STAMPING: E 1071 1956
 CD0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0525
 CD0525  HISTORY     - Date     Condition        Report By
 CD0525  HISTORY     - 1956     MONUMENTED       CGS
 CD0525  HISTORY     - 1981     GOOD             NGS
 CD0525
 CD0525                          STATION DESCRIPTION
 CD0525
 CD0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0525'1.05 MI W FROM ALLAMORE.
 CD0525'1.05 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0525'FOREMANS HOUSE AT ALLAMORE, 83 FEET SOUTH OF THE SOUTH RAIL, 14.5 FEET
 CD0525'NORTH OF THE CENTER LINE OF OLD U.S. HIGHWAY 80, SET IN THE TOP OF THE
 CD0525'NORTHWEST WINGWALL OF A CONCRETE BRIDGE UNDER THE OLD HIGHWAY.
 CD0525
 CD0525                          STATION RECOVERY (1981)
 CD0525
 CD0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0525'17.4 KM (10.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0525'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.35 MI)
 CD0525'NORTH ALONG A PAVED ROAD TURNING TO GRAVELED, THENCE 1.8 KM (1.1 MI)
 CD0525'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, 0.6 KM (0.4 MI)
 CD0525'NORTHWEST OF MILEPOST 747, AT TRESSEL NUMBER 747.4, IN THE TOP CENTER
 CD0525'OF THE NORTHWEST WINGWALL OF A CONCRETE BRIDGE OF OLD U.S. HIGHWAY 80,
 CD0525'25.0 METERS (82.0 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL AND 4.7 METERS
 CD0525'(15.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CD0525'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0046 ***********************************************************************
 CE0046  DESIGNATION -  E 1072
 CE0046  PID         -  CE0046
 CE0046  STATE/COUNTY-  TX/EL PASO
 CE0046  USGS QUAD   -  EL PASO (1997)
 CE0046
 CE0046                         *CURRENT SURVEY CONTROL
 CE0046  ___________________________________________________________________
 CE0046* NAD 83(1986)-  31 46 33.     (N)    106 27 36.     (W)     SCALED    
 CE0046* NAVD 88     -      1129.278  (meters)    3704.97   (feet)  ADJUSTED  
 CE0046  ___________________________________________________________________
 CE0046  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0046  DYNAMIC HT  -        1127.570 (meters)    3699.37  (feet)  COMP
 CE0046  MODELED GRAV-     979,088.7   (mgal)                       NAVD 88
 CE0046
 CE0046  VERT ORDER  -  FIRST     CLASS II
 CE0046
 CE0046.The horizontal coordinates were scaled from a topographic map and have
 CE0046.an estimated accuracy of +/- 6 seconds.
 CE0046
 CE0046.The orthometric height was determined by differential leveling
 CE0046.and adjusted by the National Geodetic Survey in June 1991..
 CE0046
 CE0046.The geoid height was determined by GEOID03.
 CE0046
 CE0046.The dynamic height is computed by dividing the NAVD 88
 CE0046.geopotential number by the normal gravity value computed on the
 CE0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0046.degrees latitude (g = 980.6199 gals.).
 CE0046
 CE0046.The modeled gravity was interpolated from observed gravity values.
 CE0046
 CE0046;                    North         East    Units  Estimated Accuracy
 CE0046;SPC TX C     - 3,249,800.      119,980.      MT  (+/- 180 meters Scaled)
 CE0046
 CE0046                          SUPERSEDED SURVEY CONTROL
 CE0046
 CE0046  NGVD 29 (??/??/92) 1128.793  (m)         3703.38   (f) ADJ UNCH    1 2
 CE0046
 CE0046.Superseded values are not recommended for survey control.
 CE0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0046.See file dsdata.txt to determine how the superseded data were derived.
 CE0046
 CE0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR617165(NAD 83)
 CE0046_MARKER: DB = BENCH MARK DISK
 CE0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0046_SP_SET: CONCRETE BASE
 CE0046_STAMPING: E 1072 1956
 CE0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0046
 CE0046  HISTORY     - Date     Condition        Report By
 CE0046  HISTORY     - 1956     MONUMENTED       CGS
 CE0046  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0046
 CE0046                          STATION DESCRIPTION
 CE0046
 CE0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0046'2.5 MI E FROM EL PASO.
 CE0046'2.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0046'STATION AT EL PASO, AT THE CROSSING OF U.S. HIGHWAYS 180, 62 AND 54,
 CE0046'155 FEET NORTH OF THE EXTENDED CENTER LINE OF TEXAS STREET, 28 FEET
 CE0046'WEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET NORTH OF THE NORTH
 CE0046'RAIL OF THE MAIN TRACK, 0.5 FOOT ABOVE THE GROUND, SET IN THE TOP OF
 CE0046'THE SOUTH SIDE OF THE CONCRETE BASE OF A WARNING SIGNAL.
 CE0046
 CE0046                          STATION RECOVERY (1981)
 CE0046
 CE0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0012 ***********************************************************************
 CE0012  DESIGNATION -  E 1073
 CE0012  PID         -  CE0012
 CE0012  STATE/COUNTY-  TX/EL PASO
 CE0012  USGS QUAD   -  CLINT (1995)
 CE0012
 CE0012                         *CURRENT SURVEY CONTROL
 CE0012  ___________________________________________________________________
 CE0012* NAD 83(1986)-  31 32 39.     (N)    106 11 08.     (W)     SCALED    
 CE0012* NAVD 88     -      1103.145  (meters)    3619.23   (feet)  ADJUSTED  
 CE0012  ___________________________________________________________________
 CE0012  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0012  DYNAMIC HT  -        1101.452 (meters)    3613.68  (feet)  COMP
 CE0012  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 CE0012
 CE0012  VERT ORDER  -  FIRST     CLASS II
 CE0012
 CE0012.The horizontal coordinates were scaled from a topographic map and have
 CE0012.an estimated accuracy of +/- 6 seconds.
 CE0012
 CE0012.The orthometric height was determined by differential leveling
 CE0012.and adjusted by the National Geodetic Survey in June 1991..
 CE0012
 CE0012.The geoid height was determined by GEOID03.
 CE0012
 CE0012.The dynamic height is computed by dividing the NAVD 88
 CE0012.geopotential number by the normal gravity value computed on the
 CE0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0012.degrees latitude (g = 980.6199 gals.).
 CE0012
 CE0012.The modeled gravity was interpolated from observed gravity values.
 CE0012
 CE0012;                    North         East    Units  Estimated Accuracy
 CE0012;SPC TX C     - 3,222,750.      144,580.      MT  (+/- 180 meters Scaled)
 CE0012
 CE0012                          SUPERSEDED SURVEY CONTROL
 CE0012
 CE0012  NGVD 29 (??/??/92) 1102.598  (m)         3617.44   (f) ADJ UNCH    1 2
 CE0012
 CE0012.Superseded values are not recommended for survey control.
 CE0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0012.See file dsdata.txt to determine how the superseded data were derived.
 CE0012
 CE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ874905(NAD 83)
 CE0012_MARKER: DB = BENCH MARK DISK
 CE0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0012_STAMPING: E 1073 1956
 CE0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0012+STABILITY: SURFACE MOTION
 CE0012
 CE0012  HISTORY     - Date     Condition        Report By
 CE0012  HISTORY     - 1956     MONUMENTED       CGS
 CE0012  HISTORY     - 19920507 MARK NOT FOUND   USGS
 CE0012
 CE0012                          STATION DESCRIPTION
 CE0012
 CE0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0012'3.1 MI NW FROM FABENS.
 CE0012'3.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0012'STATION AT FABENS, AT A ROAD CROSSING, 156 FEET SOUTHEAST OF THE
 CE0012'CENTER LINE OF A DIRT ROAD, 30.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 CE0012'9.8 FEET NORTHEAST OF THE 13TH POLE NORTHWEST OF MILEPOST 803, 2.3
 CE0012'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CE0012'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CE0012
 CE0012                          STATION RECOVERY (1992)
 CE0012
 CE0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0647 ***********************************************************************
 CD0647  DESIGNATION -  E 1074
 CD0647  PID         -  CD0647
 CD0647  STATE/COUNTY-  TX/HUDSPETH
 CD0647  USGS QUAD   -  FORT HANCOCK (1972)
 CD0647
 CD0647                         *CURRENT SURVEY CONTROL
 CD0647  ___________________________________________________________________
 CD0647* NAD 83(1986)-  31 18 30.     (N)    105 51 21.     (W)     SCALED    
 CD0647* NAVD 88     -      1093.398  (meters)    3587.26   (feet)  ADJUSTED  
 CD0647  ___________________________________________________________________
 CD0647  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CD0647  DYNAMIC HT  -        1091.683 (meters)    3581.63  (feet)  COMP
 CD0647  MODELED GRAV-     979,035.7   (mgal)                       NAVD 88
 CD0647
 CD0647  VERT ORDER  -  FIRST     CLASS II
 CD0647
 CD0647.The horizontal coordinates were scaled from a topographic map and have
 CD0647.an estimated accuracy of +/- 6 seconds.
 CD0647
 CD0647.The orthometric height was determined by differential leveling
 CD0647.and adjusted by the National Geodetic Survey in June 1991..
 CD0647
 CD0647.The geoid height was determined by GEOID03.
 CD0647
 CD0647.The dynamic height is computed by dividing the NAVD 88
 CD0647.geopotential number by the normal gravity value computed on the
 CD0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0647.degrees latitude (g = 980.6199 gals.).
 CD0647
 CD0647.The modeled gravity was interpolated from observed gravity values.
 CD0647
 CD0647;                    North         East    Units  Estimated Accuracy
 CD0647;SPC TX C     - 3,195,030.      174,550.      MT  (+/- 180 meters Scaled)
 CD0647
 CD0647                          SUPERSEDED SURVEY CONTROL
 CD0647
 CD0647  NGVD 29 (??/??/92) 1092.814  (m)         3585.34   (f) ADJ UNCH    1 2
 CD0647
 CD0647.Superseded values are not recommended for survey control.
 CD0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0647.See file dsdata.txt to determine how the superseded data were derived.
 CD0647
 CD0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ185640(NAD 83)
 CD0647_MARKER: DB = BENCH MARK DISK
 CD0647_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0647_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0647_STAMPING: E 1074 1956
 CD0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0647
 CD0647  HISTORY     - Date     Condition        Report By
 CD0647  HISTORY     - 1956     MONUMENTED       CGS
 CD0647
 CD0647                          STATION DESCRIPTION
 CD0647
 CD0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0647'0.9 MI NW FROM FORT HANCOCK.
 CD0647'0.9 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0647'STATION AT FORT HANCOCK, 12.6 FEET NORTHWEST OF MILEPOST 777, IN LINE
 CD0647'WITH A ROW OF TELEPHONE POLES, 41.3 FEET SOUTHWEST OF THE SOUTHWEST
 CD0647'RAIL, 9.3 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHEAST OF A WITNESS
 CD0647'POST, SET IN THE TOP OF A 4 INCH CONCRETE PIPE WHICH IS FILLED WITH
 CD0647'CONCRETE AND PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0836 ***********************************************************************
 AY0836  DESIGNATION -  E 1075
 AY0836  PID         -  AY0836
 AY0836  STATE/COUNTY-  TX/MEDINA
 AY0836  USGS QUAD   -  LYTLE (1982)
 AY0836
 AY0836                         *CURRENT SURVEY CONTROL
 AY0836  ___________________________________________________________________
 AY0836* NAD 83(1986)-  29 13 11.     (N)    098 49 21.     (W)     SCALED    
 AY0836* NAVD 88     -       232.833  (meters)     763.89   (feet)  ADJUSTED  
 AY0836  ___________________________________________________________________
 AY0836  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AY0836  DYNAMIC HT  -         232.500 (meters)     762.79  (feet)  COMP
 AY0836  MODELED GRAV-     979,204.2   (mgal)                       NAVD 88
 AY0836
 AY0836  VERT ORDER  -  FIRST     CLASS II
 AY0836
 AY0836.The horizontal coordinates were scaled from a topographic map and have
 AY0836.an estimated accuracy of +/- 6 seconds.
 AY0836
 AY0836.The orthometric height was determined by differential leveling
 AY0836.and adjusted by the National Geodetic Survey in June 1991..
 AY0836
 AY0836.The geoid height was determined by GEOID03.
 AY0836
 AY0836.The dynamic height is computed by dividing the NAVD 88
 AY0836.geopotential number by the normal gravity value computed on the
 AY0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0836.degrees latitude (g = 980.6199 gals.).
 AY0836
 AY0836.The modeled gravity was interpolated from observed gravity values.
 AY0836
 AY0836;                    North         East    Units  Estimated Accuracy
 AY0836;SPC TXSC     - 4,153,660.      617,260.      MT  (+/- 180 meters Scaled)
 AY0836
 AY0836                          SUPERSEDED SURVEY CONTROL
 AY0836
 AY0836  NGVD 29 (??/??/92)  232.712  (m)          763.49   (f) ADJ UNCH    1 2
 AY0836
 AY0836.Superseded values are not recommended for survey control.
 AY0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0836.See file dsdata.txt to determine how the superseded data were derived.
 AY0836
 AY0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT172323(NAD 83)
 AY0836_MARKER: DB = BENCH MARK DISK
 AY0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0836_STAMPING: E 1075 1956
 AY0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0836+STABILITY: SURFACE MOTION
 AY0836
 AY0836  HISTORY     - Date     Condition        Report By
 AY0836  HISTORY     - 1956     MONUMENTED       CGS
 AY0836  HISTORY     - 1957     GOOD             DOD
 AY0836  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0836  HISTORY     - 19950522 POOR             USPSQD
 AY0836  HISTORY     - 19970917 GOOD             USPSQD
 AY0836  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AY0836
 AY0836                          STATION DESCRIPTION
 AY0836
 AY0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0836'1.8 MI SW FROM LYTLE.
 AY0836'1.8 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0836'RAILROAD FROM THE STATION AT LYTLE, 6 1/2 POLES NORTHEAST OF MILEPOST
 AY0836'284, AT A ROAD CROSSING, 127 FEET NORTHEAST OF THE CENTER LINE OF A
 AY0836'ROAD, 31 FEET NORTHWEST OF THE NORTHWEST RAIL, 36 FEET SOUTHWEST OF A
 AY0836'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 4 FEET
 AY0836'SOUTHEAST OF A FENCE, 1.6 FEET SOUTHEAST OF A WITNESS POST, 4 FEET
 AY0836'ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0836'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0836
 AY0836                          STATION RECOVERY (1957)
 AY0836
 AY0836'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0836'RECOVERED IN GOOD CONDITION.
 AY0836
 AY0836                          STATION RECOVERY (1989)
 AY0836
 AY0836'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY0836'MARK NOT FOUND.
 AY0836
 AY0836                          STATION RECOVERY (1995)
 AY0836
 AY0836'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0836'MARK RECOVERED IN POOR CONDITION.
 AY0836
 AY0836                          STATION RECOVERY (1997)
 AY0836
 AY0836'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0836'RECOVERED IN GOOD CONDITION.
 AY0836
 AY0836                          STATION RECOVERY (2002)
 AY0836
 AY0836'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0172 ***********************************************************************
 AO0172  DESIGNATION -  E 1076
 AO0172  PID         -  AO0172
 AO0172  STATE/COUNTY-  TX/FRIO
 AO0172  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0172
 AO0172                         *CURRENT SURVEY CONTROL
 AO0172  ___________________________________________________________________
 AO0172* NAD 83(1986)-  28 56 13.     (N)    099 05 01.     (W)     SCALED    
 AO0172* NAVD 88     -       205.317  (meters)     673.61   (feet)  ADJUSTED  
 AO0172  ___________________________________________________________________
 AO0172  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AO0172  DYNAMIC HT  -         205.017 (meters)     672.63  (feet)  COMP
 AO0172  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AO0172
 AO0172  VERT ORDER  -  FIRST     CLASS II
 AO0172
 AO0172.The horizontal coordinates were scaled from a topographic map and have
 AO0172.an estimated accuracy of +/- 6 seconds.
 AO0172
 AO0172.The orthometric height was determined by differential leveling
 AO0172.and adjusted by the National Geodetic Survey in June 1991..
 AO0172
 AO0172.The geoid height was determined by GEOID03.
 AO0172
 AO0172.The dynamic height is computed by dividing the NAVD 88
 AO0172.geopotential number by the normal gravity value computed on the
 AO0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0172.degrees latitude (g = 980.6199 gals.).
 AO0172
 AO0172.The modeled gravity was interpolated from observed gravity values.
 AO0172
 AO0172;                    North         East    Units  Estimated Accuracy
 AO0172;SPC TXSC     - 4,122,310.      591,850.      MT  (+/- 180 meters Scaled)
 AO0172
 AO0172                          SUPERSEDED SURVEY CONTROL
 AO0172
 AO0172  NGVD 29 (??/??/92)  205.192  (m)          673.20   (f) ADJ UNCH    1 2
 AO0172
 AO0172.Superseded values are not recommended for survey control.
 AO0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0172.See file dsdata.txt to determine how the superseded data were derived.
 AO0172
 AO0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT918010(NAD 83)
 AO0172_MARKER: DB = BENCH MARK DISK
 AO0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0172_SP_SET: ABUTMENT
 AO0172_STAMPING: E 1076 1956
 AO0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0172+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 AO0172
 AO0172  HISTORY     - Date     Condition        Report By
 AO0172  HISTORY     - 1956     MONUMENTED       CGS
 AO0172  HISTORY     - 1987     GOOD             USPSQD
 AO0172  HISTORY     - 19960806 GOOD             USPSQD
 AO0172  HISTORY     - 19980204 GOOD             USPSQD
 AO0172  HISTORY     - 20030523 GOOD             USPSQD
 AO0172
 AO0172                          STATION DESCRIPTION
 AO0172
 AO0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0172'3.25 MI N FROM PEARSALL.
 AO0172'3.25 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0172'FROM THE STATION AT PEARSALL, AT THE UNDERPASS OF U.S. HIGHWAY 81, 6
 AO0172'FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE WEST END OF THE
 AO0172'SOUTH CONCRETE ABUTMENT OF THE UNDERPASS.
 AO0172
 AO0172                          STATION RECOVERY (1987)
 AO0172
 AO0172'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AO0172'RECOVERED IN GOOD CONDITION.
 AO0172
 AO0172                          STATION RECOVERY (1996)
 AO0172
 AO0172'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0172'RECOVERED IN GOOD CONDITION.
 AO0172
 AO0172                          STATION RECOVERY (1998)
 AO0172
 AO0172'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0172'RECOVERED IN GOOD CONDITION.
 AO0172
 AO0172                          STATION RECOVERY (2003)
 AO0172
 AO0172'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0213 ***********************************************************************
 AO0213  DESIGNATION -  E 1077
 AO0213  PID         -  AO0213
 AO0213  STATE/COUNTY-  TX/LA SALLE
 AO0213  USGS QUAD   -  DILLEY (1974)
 AO0213
 AO0213                         *CURRENT SURVEY CONTROL
 AO0213  ___________________________________________________________________
 AO0213* NAD 83(1986)-  28 37 54.     (N)    099 10 50.     (W)     SCALED    
 AO0213* NAVD 88     -       163.034  (meters)     534.89   (feet)  ADJUSTED  
 AO0213  ___________________________________________________________________
 AO0213  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AO0213  DYNAMIC HT  -         162.792 (meters)     534.09  (feet)  COMP
 AO0213  MODELED GRAV-     979,157.6   (mgal)                       NAVD 88
 AO0213
 AO0213  VERT ORDER  -  FIRST     CLASS II
 AO0213
 AO0213.The horizontal coordinates were scaled from a topographic map and have
 AO0213.an estimated accuracy of +/- 6 seconds.
 AO0213
 AO0213.The orthometric height was determined by differential leveling
 AO0213.and adjusted by the National Geodetic Survey in June 1991..
 AO0213
 AO0213.The geoid height was determined by GEOID03.
 AO0213
 AO0213.The dynamic height is computed by dividing the NAVD 88
 AO0213.geopotential number by the normal gravity value computed on the
 AO0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0213.degrees latitude (g = 980.6199 gals.).
 AO0213
 AO0213.The modeled gravity was interpolated from observed gravity values.
 AO0213
 AO0213;                    North         East    Units  Estimated Accuracy
 AO0213;SPC TXSC     - 4,088,490.      582,350.      MT  (+/- 180 meters Scaled)
 AO0213
 AO0213                          SUPERSEDED SURVEY CONTROL
 AO0213
 AO0213  NGVD 29 (??/??/92)  162.908  (m)          534.47   (f) ADJ UNCH    1 2
 AO0213
 AO0213.Superseded values are not recommended for survey control.
 AO0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0213.See file dsdata.txt to determine how the superseded data were derived.
 AO0213
 AO0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS823671(NAD 83)
 AO0213_MARKER: DB = BENCH MARK DISK
 AO0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0213_SP_SET: CULVERT
 AO0213_STAMPING: E 1077 1956
 AO0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0213
 AO0213  HISTORY     - Date     Condition        Report By
 AO0213  HISTORY     - 1956     MONUMENTED       CGS
 AO0213  HISTORY     - 1958     GOOD             NGS
 AO0213  HISTORY     - 1988     GOOD             USPSQD
 AO0213
 AO0213                          STATION DESCRIPTION
 AO0213
 AO0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0213'2.8 MI S FROM DILLEY.
 AO0213'2.8 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0213'FROM THE STATION AT DILLEY, 12 FEET WEST OF THE WEST RAIL, 2 FEET
 AO0213'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE CENTER OF THE WEST
 AO0213'HEADWALL OF A CONCRETE CULVERT.
 AO0213
 AO0213                          STATION RECOVERY (1958)
 AO0213
 AO0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0213'RECOVERED IN GOOD CONDITION.
 AO0213
 AO0213                          STATION RECOVERY (1988)
 AO0213
 AO0213'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0271 ***********************************************************************
 AO0271  DESIGNATION -  E 1078
 AO0271  PID         -  AO0271
 AO0271  STATE/COUNTY-  TX/LA SALLE
 AO0271  USGS QUAD   -  ARTESIA WELLS (1982)
 AO0271
 AO0271                         *CURRENT SURVEY CONTROL
 AO0271  ___________________________________________________________________
 AO0271* NAD 83(1986)-  28 21 34.     (N)    099 16 14.     (W)     SCALED    
 AO0271* NAVD 88     -       159.732  (meters)     524.05   (feet)  ADJUSTED  
 AO0271  ___________________________________________________________________
 AO0271  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AO0271  DYNAMIC HT  -         159.490 (meters)     523.26  (feet)  COMP
 AO0271  MODELED GRAV-     979,130.0   (mgal)                       NAVD 88
 AO0271
 AO0271  VERT ORDER  -  FIRST     CLASS II
 AO0271
 AO0271.The horizontal coordinates were scaled from a topographic map and have
 AO0271.an estimated accuracy of +/- 6 seconds.
 AO0271
 AO0271.The orthometric height was determined by differential leveling
 AO0271.and adjusted by the National Geodetic Survey in June 1991..
 AO0271
 AO0271.The geoid height was determined by GEOID03.
 AO0271
 AO0271.The dynamic height is computed by dividing the NAVD 88
 AO0271.geopotential number by the normal gravity value computed on the
 AO0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0271.degrees latitude (g = 980.6199 gals.).
 AO0271
 AO0271.The modeled gravity was interpolated from observed gravity values.
 AO0271
 AO0271;                    North         East    Units  Estimated Accuracy
 AO0271;SPC TXSC     - 4,058,340.      573,480.      MT  (+/- 180 meters Scaled)
 AO0271
 AO0271                          SUPERSEDED SURVEY CONTROL
 AO0271
 AO0271  NGVD 29 (??/??/92)  159.610  (m)          523.65   (f) ADJ UNCH    1 2
 AO0271
 AO0271.Superseded values are not recommended for survey control.
 AO0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0271.See file dsdata.txt to determine how the superseded data were derived.
 AO0271
 AO0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS734370(NAD 83)
 AO0271_MARKER: DB = BENCH MARK DISK
 AO0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0271_SP_SET: CULVERT
 AO0271_STAMPING: E 1078 1956
 AO0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0271
 AO0271  HISTORY     - Date     Condition        Report By
 AO0271  HISTORY     - 1956     MONUMENTED       CGS
 AO0271  HISTORY     - 1958     GOOD             NGS
 AO0271  HISTORY     - 19971025 GOOD             USPSQD
 AO0271
 AO0271                          STATION DESCRIPTION
 AO0271
 AO0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0271'5.8 MI S FROM COTULLA.
 AO0271'5.8 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0271'FROM THE STATION AT COTULLA, 155 FEET WEST OF THE WEST RAIL, 25 FEET
 AO0271'EAST OF THE CENTER LINE OF U.S. HIGHWAY 81, SET IN THE TOP OF THE
 AO0271'CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 AO0271
 AO0271                          STATION RECOVERY (1958)
 AO0271
 AO0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0271'RECOVERED IN GOOD CONDITION.
 AO0271
 AO0271                          STATION RECOVERY (1997)
 AO0271
 AO0271'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0300 ***********************************************************************
 AO0300  DESIGNATION -  E 1079
 AO0300  PID         -  AO0300
 AO0300  STATE/COUNTY-  TX/LA SALLE
 AO0300  USGS QUAD   -  ENCINAL (1982)
 AO0300
 AO0300                         *CURRENT SURVEY CONTROL
 AO0300  ___________________________________________________________________
 AO0300* NAD 83(1986)-  28 03 02.     (N)    099 21 05.     (W)     SCALED    
 AO0300* NAVD 88     -       164.871  (meters)     540.91   (feet)  ADJUSTED  
 AO0300  ___________________________________________________________________
 AO0300  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AO0300  DYNAMIC HT  -         164.617 (meters)     540.08  (feet)  COMP
 AO0300  MODELED GRAV-     979,103.8   (mgal)                       NAVD 88
 AO0300
 AO0300  VERT ORDER  -  FIRST     CLASS II
 AO0300
 AO0300.The horizontal coordinates were scaled from a topographic map and have
 AO0300.an estimated accuracy of +/- 6 seconds.
 AO0300
 AO0300.The orthometric height was determined by differential leveling
 AO0300.and adjusted by the National Geodetic Survey in June 1991..
 AO0300
 AO0300.The geoid height was determined by GEOID03.
 AO0300
 AO0300.The dynamic height is computed by dividing the NAVD 88
 AO0300.geopotential number by the normal gravity value computed on the
 AO0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0300.degrees latitude (g = 980.6199 gals.).
 AO0300
 AO0300.The modeled gravity was interpolated from observed gravity values.
 AO0300
 AO0300;                    North         East    Units  Estimated Accuracy
 AO0300;SPC TXSC     - 4,024,130.      565,450.      MT  (+/- 180 meters Scaled)
 AO0300
 AO0300                          SUPERSEDED SURVEY CONTROL
 AO0300
 AO0300  NGVD 29 (??/??/92)  164.753  (m)          540.53   (f) ADJ UNCH    1 2
 AO0300
 AO0300.Superseded values are not recommended for survey control.
 AO0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0300.See file dsdata.txt to determine how the superseded data were derived.
 AO0300
 AO0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS654028(NAD 83)
 AO0300_MARKER: DB = BENCH MARK DISK
 AO0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0300_SP_SET: CULVERT
 AO0300_STAMPING: E 1079 1956
 AO0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0300
 AO0300  HISTORY     - Date     Condition        Report By
 AO0300  HISTORY     - 1956     MONUMENTED       CGS
 AO0300  HISTORY     - 1958     GOOD             NGS
 AO0300
 AO0300                          STATION DESCRIPTION
 AO0300
 AO0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0300'0.7 MI N FROM ENCINAL.
 AO0300'0.7 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0300'FROM THE STATION AT ENCINAL, 170 FEET NORTHEAST OF MILEPOST 373, 135
 AO0300'FEET EAST OF THE EAST RAIL, 25 FEET EAST OF THE CENTER LINE OF U.S.
 AO0300'HIGHWAY 81, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 AO0300'CONCRETE CULVERT UNDER THE HIGHWAY.
 AO0300
 AO0300                          STATION RECOVERY (1958)
 AO0300
 AO0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0181 ***********************************************************************
 BP0181  DESIGNATION -  E 108
 BP0181  PID         -  BP0181
 BP0181  STATE/COUNTY-  TX/PECOS
 BP0181  USGS QUAD   -  PANTHER TANK (1980)
 BP0181
 BP0181                         *CURRENT SURVEY CONTROL
 BP0181  ___________________________________________________________________
 BP0181* NAD 83(1986)-  30 36 49.     (N)    102 38 12.     (W)     SCALED    
 BP0181* NAVD 88     -       995.256  (meters)    3265.27   (feet)  ADJUSTED  
 BP0181  ___________________________________________________________________
 BP0181  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 BP0181  DYNAMIC HT  -         993.705 (meters)    3260.18  (feet)  COMP
 BP0181  MODELED GRAV-     979,049.8   (mgal)                       NAVD 88
 BP0181
 BP0181  VERT ORDER  -  FIRST     CLASS II
 BP0181
 BP0181.The horizontal coordinates were scaled from a topographic map and have
 BP0181.an estimated accuracy of +/- 6 seconds.
 BP0181
 BP0181.The orthometric height was determined by differential leveling
 BP0181.and adjusted by the National Geodetic Survey in June 1991..
 BP0181
 BP0181.The geoid height was determined by GEOID03.
 BP0181
 BP0181.The dynamic height is computed by dividing the NAVD 88
 BP0181.geopotential number by the normal gravity value computed on the
 BP0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0181.degrees latitude (g = 980.6199 gals.).
 BP0181
 BP0181.The modeled gravity was interpolated from observed gravity values.
 BP0181
 BP0181;                    North         East    Units  Estimated Accuracy
 BP0181;SPC TX C     - 3,107,260.      479,180.      MT  (+/- 180 meters Scaled)
 BP0181
 BP0181                          SUPERSEDED SURVEY CONTROL
 BP0181
 BP0181  NGVD 29 (??/??/92)  994.953  (m)         3264.28   (f) ADJ UNCH    1 2
 BP0181
 BP0181.Superseded values are not recommended for survey control.
 BP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0181.See file dsdata.txt to determine how the superseded data were derived.
 BP0181
 BP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP265891(NAD 83)
 BP0181_MARKER: DB = BENCH MARK DISK
 BP0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0181_STAMPING: E 108 1933 3264.331
 BP0181_MARK LOGO: CGS   
 BP0181_PROJECTION: PROJECTING 15 CENTIMETERS
 BP0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0181+STABILITY: SURFACE MOTION
 BP0181
 BP0181  HISTORY     - Date     Condition        Report By
 BP0181  HISTORY     - 1933     MONUMENTED       CGS
 BP0181  HISTORY     - 1958     GOOD             NGS
 BP0181  HISTORY     - 1981     GOOD             NGS
 BP0181
 BP0181                          STATION DESCRIPTION
 BP0181
 BP0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0181'24.95 MI SE FROM FORT STOCKTON.
 BP0181'ABOUT 24.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 285 FROM THE PANHANDLE
 BP0181'AND SANTA FE RAILWAY STATION AT FORT STOCKTON, 74 FEET SOUTHWEST OF
 BP0181'THE CENTER LINE OF THE HIGHWAY, ABOUT 0.3 MILE SOUTHEAST OF A SMALL
 BP0181'BRIDGE AND DRY WASH, ABOUT 0.25 MILE NORTHWEST OF A STOCK LOADING PEN,
 BP0181'13 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE, 2 FEET NORTH OF A WHITE
 BP0181'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 BP0181'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BP0181
 BP0181                          STATION RECOVERY (1981)
 BP0181
 BP0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0181'38.7 KM (24.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0181'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 0.5 KM (0.3 MI)
 BP0181'SOUTHEAST OF A SMALL BRIDGE OVER A DRY WASH, 0.4 KM (0.25 MI)
 BP0181'NORTHWEST OF A STOCK LOADING PEN, 43.9 METERS (144.0 FT) SOUTHEAST OF
 BP0181'A UTILITY POLE POLE AND 22.6 METERS (74.0 FT) SOUTHWEST OF THE
 BP0181'CENTERLINE OF THE HIGHWAY.
 BP0181'THE MARK IS 4.0 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0181'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0607 ***********************************************************************
 AE0607  DESIGNATION -  E 1080
 AE0607  PID         -  AE0607
 AE0607  STATE/COUNTY-  TX/STARR
 AE0607  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0607
 AE0607                         *CURRENT SURVEY CONTROL
 AE0607  ___________________________________________________________________
 AE0607* NAD 83(1986)-  26 22 42.     (N)    098 48 22.     (W)     SCALED    
 AE0607* NAVD 88     -        50.659  (meters)     166.20   (feet)  ADJUSTED  
 AE0607  ___________________________________________________________________
 AE0607  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AE0607  DYNAMIC HT  -          50.575 (meters)     165.93  (feet)  COMP
 AE0607  MODELED GRAV-     978,999.0   (mgal)                       NAVD 88
 AE0607
 AE0607  VERT ORDER  -  FIRST     CLASS II
 AE0607
 AE0607.The horizontal coordinates were scaled from a topographic map and have
 AE0607.an estimated accuracy of +/- 6 seconds.
 AE0607
 AE0607.The orthometric height was determined by differential leveling
 AE0607.and adjusted by the National Geodetic Survey in June 1991..
 AE0607
 AE0607.The geoid height was determined by GEOID03.
 AE0607
 AE0607.The dynamic height is computed by dividing the NAVD 88
 AE0607.geopotential number by the normal gravity value computed on the
 AE0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0607.degrees latitude (g = 980.6199 gals.).
 AE0607
 AE0607.The modeled gravity was interpolated from observed gravity values.
 AE0607
 AE0607;                    North         East    Units  Estimated Accuracy
 AE0607;SPC TX S     - 5,078,890.      269,450.      MT  (+/- 180 meters Scaled)
 AE0607
 AE0607                          SUPERSEDED SURVEY CONTROL
 AE0607
 AE0607  NGVD 29 (??/??/92)   50.712  (m)          166.38   (f) ADJ UNCH    1 2
 AE0607
 AE0607.Superseded values are not recommended for survey control.
 AE0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0607.See file dsdata.txt to determine how the superseded data were derived.
 AE0607
 AE0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ193175(NAD 83)
 AE0607_MARKER: DB = BENCH MARK DISK
 AE0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0607_STAMPING: E 1080 1956
 AE0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0607+STABILITY: SURFACE MOTION
 AE0607
 AE0607  HISTORY     - Date     Condition        Report By
 AE0607  HISTORY     - 1956     MONUMENTED       CGS
 AE0607  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0607
 AE0607                          STATION DESCRIPTION
 AE0607
 AE0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0607'0.6 MI E FROM RIO GRANDE CITY.
 AE0607'0.6 MILE EAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO GRANDE
 AE0607'CITY, AT THE FARM SERVICE COMPANY AIRPORT, AT THE MAIN ENTRANCE TO THE
 AE0607'AIRPORT, 12 FEET EAST OF THE CENTER OF A GATE, 4 FEET NORTHEAST OF A
 AE0607'TELEPHONE POLE, 2.4 FEET NORTH OF A FENCE, 3 FEET WEST OF A WITNESS
 AE0607'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AE0607'THE GROUND.
 AE0607
 AE0607                          STATION RECOVERY (1981)
 AE0607
 AE0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0607'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1016 ***********************************************************************
 AE1016  DESIGNATION -  E 1081
 AE1016  PID         -  AE1016
 AE1016  STATE/COUNTY-  TX/STARR
 AE1016  USGS QUAD   -  SALINENO (1980)
 AE1016
 AE1016                         *CURRENT SURVEY CONTROL
 AE1016  ___________________________________________________________________
 AE1016* NAD 83(1986)-  26 36 19.     (N)    099 05 17.     (W)     SCALED    
 AE1016* NAVD 88     -       133.632  (meters)     438.42   (feet)  ADJUSTED  
 AE1016  ___________________________________________________________________
 AE1016  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AE1016  DYNAMIC HT  -         133.414 (meters)     437.71  (feet)  COMP
 AE1016  MODELED GRAV-     979,010.5   (mgal)                       NAVD 88
 AE1016
 AE1016  VERT ORDER  -  FIRST     CLASS II
 AE1016
 AE1016.The horizontal coordinates were scaled from a topographic map and have
 AE1016.an estimated accuracy of +/- 6 seconds.
 AE1016
 AE1016.The orthometric height was determined by differential leveling
 AE1016.and adjusted by the National Geodetic Survey in June 1991..
 AE1016.WARNING-Repeat measurements at this control monument indicate possible
 AE1016.vertical movement.
 AE1016
 AE1016.The geoid height was determined by GEOID03.
 AE1016
 AE1016.The dynamic height is computed by dividing the NAVD 88
 AE1016.geopotential number by the normal gravity value computed on the
 AE1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1016.degrees latitude (g = 980.6199 gals.).
 AE1016
 AE1016.The modeled gravity was interpolated from observed gravity values.
 AE1016
 AE1016;                    North         East    Units  Estimated Accuracy
 AE1016;SPC TX S     - 5,104,130.      241,440.      MT  (+/- 180 meters Scaled)
 AE1016
 AE1016                          SUPERSEDED SURVEY CONTROL
 AE1016
 AE1016  NGVD 29 (??/??/92)  133.588  (m)          438.28   (f) ADJ UNCH    1 2
 AE1016
 AE1016.Superseded values are not recommended for survey control.
 AE1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1016.See file dsdata.txt to determine how the superseded data were derived.
 AE1016
 AE1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ912427(NAD 83)
 AE1016_MARKER: DB = BENCH MARK DISK
 AE1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1016_STAMPING: E 1081 1956
 AE1016_MARK LOGO: CGS   
 AE1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1016+STABILITY: SURFACE MOTION
 AE1016
 AE1016  HISTORY     - Date     Condition        Report By
 AE1016  HISTORY     - 1956     MONUMENTED       CGS
 AE1016  HISTORY     - 1981     GOOD             NGS
 AE1016
 AE1016                          STATION DESCRIPTION
 AE1016
 AE1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1016'4.0 MI NE FROM FALCON HIGHTS.
 AE1016'2.8 MILES NORTHEAST ALONG FARM ROAD 2098 FROM THE POST OFFICE AT
 AE1016'FALCON HIGHTS, THENCE 1.2 MILES NORTH ALONG U.S. HIGHWAY 83, 68 FEET
 AE1016'EAST OF THE CENTER LINE OF THE HIGHWAY, 8.2 FEET SOUTH OF A POWER
 AE1016'POLE, 2 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN
 AE1016'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AE1016
 AE1016                          STATION RECOVERY (1981)
 AE1016
 AE1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1016'RECOVERED THIS DATE, NOTE, 0.76 METERS (2.5 FT) EAST OF A METAL
 AE1016'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0831 ***********************************************************************
 AJ0831  DESIGNATION -  E 1082
 AJ0831  PID         -  AJ0831
 AJ0831  STATE/COUNTY-  TX/ZAPATA
 AJ0831  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0831
 AJ0831                         *CURRENT SURVEY CONTROL
 AJ0831  ___________________________________________________________________
 AJ0831* NAD 83(1986)-  27 14 49.     (N)    099 25 07.     (W)     SCALED    
 AJ0831* NAVD 88     -       120.602  (meters)     395.68   (feet)  ADJUSTED  
 AJ0831  ___________________________________________________________________
 AJ0831  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AJ0831  DYNAMIC HT  -         120.409 (meters)     395.04  (feet)  COMP
 AJ0831  MODELED GRAV-     979,044.8   (mgal)                       NAVD 88
 AJ0831
 AJ0831  VERT ORDER  -  FIRST     CLASS II
 AJ0831
 AJ0831.The horizontal coordinates were scaled from a topographic map and have
 AJ0831.an estimated accuracy of +/- 6 seconds.
 AJ0831
 AJ0831.The orthometric height was determined by differential leveling
 AJ0831.and adjusted by the National Geodetic Survey in June 1991..
 AJ0831
 AJ0831.The geoid height was determined by GEOID03.
 AJ0831
 AJ0831.The dynamic height is computed by dividing the NAVD 88
 AJ0831.geopotential number by the normal gravity value computed on the
 AJ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0831.degrees latitude (g = 980.6199 gals.).
 AJ0831
 AJ0831.The modeled gravity was interpolated from observed gravity values.
 AJ0831
 AJ0831;                    North         East    Units  Estimated Accuracy
 AJ0831;SPC TX S     - 5,175,410.      209,030.      MT  (+/- 180 meters Scaled)
 AJ0831
 AJ0831                          SUPERSEDED SURVEY CONTROL
 AJ0831
 AJ0831  NGVD 29 (??/??/92)  120.656  (m)          395.85   (f) ADJ UNCH    1 2
 AJ0831
 AJ0831.Superseded values are not recommended for survey control.
 AJ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0831.See file dsdata.txt to determine how the superseded data were derived.
 AJ0831
 AJ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR585138(NAD 83)
 AJ0831_MARKER: DB = BENCH MARK DISK
 AJ0831_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0831_SP_SET: ROCK OUTCROP
 AJ0831_STAMPING: E 1082 1957
 AJ0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0831+STABILITY: POSITION/ELEVATION WELL
 AJ0831
 AJ0831  HISTORY     - Date     Condition        Report By
 AJ0831  HISTORY     - 1957     MONUMENTED       CGS
 AJ0831  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0831  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0831  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0831
 AJ0831                          STATION DESCRIPTION
 AJ0831
 AJ0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0831'14.1 MI N FROM SAN YGNACIO.
 AJ0831'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0831'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 13.7 MILES NORTH ALONG U.S.
 AJ0831'HIGHWAY 83, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT A
 AJ0831'JUNCTION WITH A TRACK ROAD LEADING WEST, 6.4 MILES SOUTHWEST OF A
 AJ0831'WITNESS POST, 0.3 FOOT ABOVE THE GROUND, SET IN THE TOP OF A 3X4 FOOT
 AJ0831'ROCK OUTCROP.
 AJ0831
 AJ0831                          STATION RECOVERY (1975)
 AJ0831
 AJ0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0831'MARK NOT FOUND.
 AJ0831
 AJ0831                          STATION RECOVERY (1981)
 AJ0831
 AJ0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0831'MARK NOT RECOVERED THIS DATE.
 AJ0831
 AJ0831                          STATION RECOVERY (1988)
 AJ0831
 AJ0831'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0733 ***********************************************************************
 AJ0733  DESIGNATION -  E 1083
 AJ0733  PID         -  AJ0733
 AJ0733  STATE/COUNTY-  TX/WEBB
 AJ0733  USGS QUAD   -  ORVIL (1980)
 AJ0733
 AJ0733                         *CURRENT SURVEY CONTROL
 AJ0733  ___________________________________________________________________
 AJ0733* NAD 83(1986)-  27 39 11.     (N)    099 28 48.     (W)     SCALED    
 AJ0733* NAVD 88     -       178.206  (meters)     584.66   (feet)  ADJUSTED  
 AJ0733  ___________________________________________________________________
 AJ0733  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AJ0733  DYNAMIC HT  -         177.926 (meters)     583.75  (feet)  COMP
 AJ0733  MODELED GRAV-     979,072.9   (mgal)                       NAVD 88
 AJ0733
 AJ0733  VERT ORDER  -  FIRST     CLASS II
 AJ0733
 AJ0733.The horizontal coordinates were scaled from a topographic map and have
 AJ0733.an estimated accuracy of +/- 6 seconds.
 AJ0733
 AJ0733.The orthometric height was determined by differential leveling
 AJ0733.and adjusted by the National Geodetic Survey in June 1991..
 AJ0733.WARNING-Repeat measurements at this control monument indicate possible
 AJ0733.vertical movement.
 AJ0733
 AJ0733.The geoid height was determined by GEOID03.
 AJ0733
 AJ0733.The dynamic height is computed by dividing the NAVD 88
 AJ0733.geopotential number by the normal gravity value computed on the
 AJ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0733.degrees latitude (g = 980.6199 gals.).
 AJ0733
 AJ0733.The modeled gravity was interpolated from observed gravity values.
 AJ0733
 AJ0733;                    North         East    Units  Estimated Accuracy
 AJ0733;SPC TX S     - 5,220,460.      203,300.      MT  (+/- 180 meters Scaled)
 AJ0733
 AJ0733                          SUPERSEDED SURVEY CONTROL
 AJ0733
 AJ0733  NGVD 29 (??/??/92)  178.193  (m)          584.62   (f) ADJ UNCH    1 2
 AJ0733
 AJ0733.Superseded values are not recommended for survey control.
 AJ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0733.See file dsdata.txt to determine how the superseded data were derived.
 AJ0733
 AJ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR526588(NAD 83)
 AJ0733_MARKER: DB = BENCH MARK DISK
 AJ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0733_STAMPING: E 1083 1957
 AJ0733_MARK LOGO: CGS   
 AJ0733_PROJECTION: RECESSED 8 CENTIMETERS
 AJ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0733+STABILITY: SURFACE MOTION
 AJ0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ0733+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ0733
 AJ0733  HISTORY     - Date     Condition        Report By
 AJ0733  HISTORY     - 1957     MONUMENTED       CGS
 AJ0733  HISTORY     - 1981     GOOD             NGS
 AJ0733  HISTORY     - 20020409 GOOD             USPSQD
 AJ0733
 AJ0733                          STATION DESCRIPTION
 AJ0733
 AJ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0733'10.4 MI N FROM LAREDO.
 AJ0733'10.4 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0733'FROM THE STATION AT LAREDO, 89 FEET WEST OF MILEPOST 401-20, 49 FEET
 AJ0733'EAST OF THE CENTER LINE OF U.S. HIGHWAY 83, 42.5 FEET WEST OF THE WEST
 AJ0733'RAIL, 4.5 FEET SOUTH OF A TELEPHONE POLE, 4.2 FEET NORTH OF A WITNESS
 AJ0733'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AJ0733'THE GROUND.
 AJ0733
 AJ0733                          STATION RECOVERY (1981)
 AJ0733
 AJ0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0733'12.7 KM (7.9 MI) SOUTH ALONG THE INTERSTATE HIGHWAY 35 EAST FRONTAGE
 AJ0733'ROAD FROM THE JUNCTION OF U.S. HIGHWAY 83 NEAR WEBB, ABOUT 0.2 KM
 AJ0733'(0.15 MI) ALSO SIX TELEPHONE POLES, SOUTH OF A FRONTAGE ROAD BRIDGE
 AJ0733'OVER A CREEK, 14.9 METERS (48.8 FT) EAST OF THE CENTER OF THE FRONTAGE
 AJ0733'ROAD, 13.0 METERS (42.5 FT) WEST OF THE WEST RAIL OF THE MISSOURI
 AJ0733'PACIFIC RAILROAD, AND 0.55 METERS (1.8 FT) NORTH OF A TELEPHONE POLE.
 AJ0733'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 AJ0733'THE MARK IS 0.6 M BELOW EAST FRONTAGE ROAD.
 AJ0733
 AJ0733                          STATION RECOVERY (2002)
 AJ0733
 AJ0733'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0752 ***********************************************************************
 AJ0752  DESIGNATION -  E 1084
 AJ0752  PID         -  AJ0752
 AJ0752  STATE/COUNTY-  TX/WEBB
 AJ0752  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0752
 AJ0752                         *CURRENT SURVEY CONTROL
 AJ0752  ___________________________________________________________________
 AJ0752* NAD 83(1986)-  27 49 53.     (N)    099 27 58.     (W)     SCALED    
 AJ0752* NAVD 88     -       233.515  (meters)     766.12   (feet)  POSTED    
 AJ0752  ___________________________________________________________________
 AJ0752  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AJ0752  DYNAMIC HT  -         233.150 (meters)     764.93  (feet)  COMP
 AJ0752  MODELED GRAV-     979,078.4   (mgal)                       NAVD 88
 AJ0752
 AJ0752  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0752
 AJ0752.The horizontal coordinates were scaled from a topographic map and have
 AJ0752.an estimated accuracy of +/- 6 seconds.
 AJ0752
 AJ0752.The orthometric height was determined by differential leveling
 AJ0752.and adjusted by the National Geodetic Survey in 1992..
 AJ0752.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0752.rate of 1.1 thru 2.0 mm/km.
 AJ0752
 AJ0752.The geoid height was determined by GEOID03.
 AJ0752
 AJ0752.The dynamic height is computed by dividing the NAVD 88
 AJ0752.geopotential number by the normal gravity value computed on the
 AJ0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0752.degrees latitude (g = 980.6199 gals.).
 AJ0752
 AJ0752.The modeled gravity was interpolated from observed gravity values.
 AJ0752
 AJ0752;                    North         East    Units  Estimated Accuracy
 AJ0752;SPC TX S     - 5,240,210.      204,830.      MT  (+/- 180 meters Scaled)
 AJ0752
 AJ0752                          SUPERSEDED SURVEY CONTROL
 AJ0752
 AJ0752  NGVD 29 (??/??/92)  233.500  (m)          766.07   (f) ADJ UNCH    1 2
 AJ0752
 AJ0752.Superseded values are not recommended for survey control.
 AJ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0752.See file dsdata.txt to determine how the superseded data were derived.
 AJ0752
 AJ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR540786(NAD 83)
 AJ0752_MARKER: DB = BENCH MARK DISK
 AJ0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0752_STAMPING: E 1084 1957
 AJ0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0752+STABILITY: SURFACE MOTION
 AJ0752
 AJ0752  HISTORY     - Date     Condition        Report By
 AJ0752  HISTORY     - 1957     MONUMENTED       CGS
 AJ0752  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ0752  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0752
 AJ0752                          STATION DESCRIPTION
 AJ0752
 AJ0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0752'5.0 MI NW FROM WEBB.
 AJ0752'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0752'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ0752'GRADED DIRT ROAD, THENCE 2.0 MILES NORTH ALONG U.S. HIGHWAY 83, 233
 AJ0752'FEET NORTH OF THE CENTER OF A GATE, 49 FEET EAST OF THE CENTER LINE OF
 AJ0752'THE HIGHWAY, 15.2 FEET SOUTH OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER
 AJ0752'POST, 2.5 FEET WEST OF A FENCE, 2.5 FEET NORTH OF A WITNESS POST, SET
 AJ0752'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AJ0752'GROUND.
 AJ0752
 AJ0752                          STATION RECOVERY (1982)
 AJ0752
 AJ0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0752'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AJ0752
 AJ0752                          STATION RECOVERY (2002)
 AJ0752
 AJ0752'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0232 ***********************************************************************
 AO0232  DESIGNATION -  E 1085
 AO0232  PID         -  AO0232
 AO0232  STATE/COUNTY-  TX/LA SALLE
 AO0232  USGS QUAD   -  WOODWARD (1974)
 AO0232
 AO0232                         *CURRENT SURVEY CONTROL
 AO0232  ___________________________________________________________________
 AO0232* NAD 83(1986)-  28 31 40.     (N)    099 15 09.     (W)     SCALED    
 AO0232* NAVD 88     -       168.047  (meters)     551.33   (feet)  ADJUSTED  
 AO0232  ___________________________________________________________________
 AO0232  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AO0232  DYNAMIC HT  -         167.796 (meters)     550.51  (feet)  COMP
 AO0232  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 AO0232
 AO0232  VERT ORDER  -  FIRST     CLASS II
 AO0232
 AO0232.The horizontal coordinates were scaled from a topographic map and have
 AO0232.an estimated accuracy of +/- 6 seconds.
 AO0232
 AO0232.The orthometric height was determined by differential leveling
 AO0232.and adjusted by the National Geodetic Survey in June 1991..
 AO0232
 AO0232.The geoid height was determined by GEOID03.
 AO0232
 AO0232.The dynamic height is computed by dividing the NAVD 88
 AO0232.geopotential number by the normal gravity value computed on the
 AO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0232.degrees latitude (g = 980.6199 gals.).
 AO0232
 AO0232.The modeled gravity was interpolated from observed gravity values.
 AO0232
 AO0232;                    North         East    Units  Estimated Accuracy
 AO0232;SPC TXSC     - 4,076,990.      575,290.      MT  (+/- 180 meters Scaled)
 AO0232
 AO0232                          SUPERSEDED SURVEY CONTROL
 AO0232
 AO0232  NGVD 29 (??/??/92)  167.97   (m)          551.1    (f) COMPUTED    1 2
 AO0232
 AO0232.Superseded values are not recommended for survey control.
 AO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0232.See file dsdata.txt to determine how the superseded data were derived.
 AO0232
 AO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS752556(NAD 83)
 AO0232_MARKER: DB = BENCH MARK DISK
 AO0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0232_STAMPING: E 1085 1957
 AO0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0232+STABILITY: SURFACE MOTION
 AO0232
 AO0232  HISTORY     - Date     Condition        Report By
 AO0232  HISTORY     - 1957     MONUMENTED       CGS
 AO0232
 AO0232                          STATION DESCRIPTION
 AO0232
 AO0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0232'2.7 MI W FROM GARDENDALE.
 AO0232'2.7 MILES WEST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0232'THE STATION AT GARDENDALE, 11 1/2 RAILS EAST OF A POWER LINE CROSSING,
 AO0232'AT A PRIVATE ROAD CROSSING, 31.7 FEET NORTHEAST OF TELEPHONE POLE
 AO0232'107.10, 44.4 FEET NORTH OF THE NORTH RAIL, 23.8 FEET EAST OF THE
 AO0232'CENTER LINE OF A PRIVATE ROAD, 2.5 FEET SOUTH OF A FENCE, 2.1 FEET
 AO0232'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0232'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0422 ***********************************************************************
 AO0422  DESIGNATION -  E 1086
 AO0422  PID         -  AO0422
 AO0422  STATE/COUNTY-  TX/DIMMIT
 AO0422  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0422
 AO0422                         *CURRENT SURVEY CONTROL
 AO0422  ___________________________________________________________________
 AO0422* NAD 83(1986)-  28 33 23.     (N)    099 53 44.     (W)     SCALED    
 AO0422* NAVD 88     -       201.785  (meters)     662.02   (feet)  ADJUSTED  
 AO0422  ___________________________________________________________________
 AO0422  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AO0422  DYNAMIC HT  -         201.483 (meters)     661.03  (feet)  COMP
 AO0422  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 AO0422
 AO0422  VERT ORDER  -  FIRST     CLASS II
 AO0422
 AO0422.The horizontal coordinates were scaled from a topographic map and have
 AO0422.an estimated accuracy of +/- 6 seconds.
 AO0422
 AO0422.The orthometric height was determined by differential leveling
 AO0422.and adjusted by the National Geodetic Survey in June 1991..
 AO0422.WARNING-Repeat measurements at this control monument indicate possible
 AO0422.vertical movement.
 AO0422
 AO0422.The geoid height was determined by GEOID03.
 AO0422
 AO0422.The dynamic height is computed by dividing the NAVD 88
 AO0422.geopotential number by the normal gravity value computed on the
 AO0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0422.degrees latitude (g = 980.6199 gals.).
 AO0422
 AO0422.The modeled gravity was interpolated from observed gravity values.
 AO0422
 AO0422;                    North         East    Units  Estimated Accuracy
 AO0422;SPC TXSC     - 4,080,470.      512,370.      MT  (+/- 180 meters Scaled)
 AO0422
 AO0422                          SUPERSEDED SURVEY CONTROL
 AO0422
 AO0422  NGVD 29 (??/??/92)  201.684  (m)          661.69   (f) ADJ UNCH    1 2
 AO0422
 AO0422.Superseded values are not recommended for survey control.
 AO0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0422.See file dsdata.txt to determine how the superseded data were derived.
 AO0422
 AO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS124591(NAD 83)
 AO0422_MARKER: DB = BENCH MARK DISK
 AO0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0422_STAMPING: E 1086 1957
 AO0422_MARK LOGO: CGS   
 AO0422_PROJECTION: FLUSH
 AO0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0422+STABILITY: SURFACE MOTION
 AO0422
 AO0422  HISTORY     - Date     Condition        Report By
 AO0422  HISTORY     - 1957     MONUMENTED       CGS
 AO0422  HISTORY     - 1982     GOOD             NGS
 AO0422  HISTORY     - 19970531 GOOD             USPSQD
 AO0422
 AO0422                          STATION DESCRIPTION
 AO0422
 AO0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0422'3.55 MI NW FROM CARRIZO SPRINGS.
 AO0422'3.55 MILES NORTHWEST ALONG U.S. HIGHWAY 277 FROM THE SAN ANTONIO,
 AO0422'UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 48 FEET NORTHEAST
 AO0422'OF THE CENTER LINE OF THE HIGHWAY, 94 FEET NORTHWEST OF THE CENTER
 AO0422'LINE OF A DIRT ROAD LEADING NORTHEAST, 9 FEET NORTHWEST OF A POWER
 AO0422'POLE, 2.1 FEET SOUTHWEST OF A FENCE, 2.4 FEET SOUTH OF A WITNESS POST,
 AO0422'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 AO0422'GROUND.
 AO0422
 AO0422                          STATION RECOVERY (1982)
 AO0422
 AO0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0422'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0422'SPRINGS, THENCE 5.3 KM (3.30 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AO0422'17.9 METERS (59.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AO0422'28.6 METERS (94.0 FT) NORTHWEST OF CENTER OF DIRT ROAD LEADING
 AO0422'NORTHEAST, 3.4 METERS (11.5 FT) NORTHWEST OF POWERLINE POLE, AND
 AO0422'0.7 METER (2.4 FT) SOUTHWEST OF A FENCE.
 AO0422'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AO0422'THE MARK IS 1.5 M ABOVE HIGHWAY.
 AO0422
 AO0422                          STATION RECOVERY (1997)
 AO0422
 AO0422'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0068 ***********************************************************************
 AP0068  DESIGNATION -  E 1087 RESET 1961
 AP0068  PID         -  AP0068
 AP0068  STATE/COUNTY-  TX/MAVERICK
 AP0068  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0068
 AP0068                         *CURRENT SURVEY CONTROL
 AP0068  ___________________________________________________________________
 AP0068* NAD 83(1986)-  28 42 23.     (N)    100 25 35.     (W)     SCALED    
 AP0068* NAVD 88     -       250.650  (meters)     822.34   (feet)  ADJUSTED  
 AP0068  ___________________________________________________________________
 AP0068  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AP0068  DYNAMIC HT  -         250.276 (meters)     821.11  (feet)  COMP
 AP0068  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 AP0068
 AP0068  VERT ORDER  -  FIRST     CLASS II
 AP0068
 AP0068.The horizontal coordinates were scaled from a topographic map and have
 AP0068.an estimated accuracy of +/- 6 seconds.
 AP0068
 AP0068.The orthometric height was determined by differential leveling
 AP0068.and adjusted by the National Geodetic Survey in June 1991..
 AP0068
 AP0068.The geoid height was determined by GEOID03.
 AP0068
 AP0068.The dynamic height is computed by dividing the NAVD 88
 AP0068.geopotential number by the normal gravity value computed on the
 AP0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0068.degrees latitude (g = 980.6199 gals.).
 AP0068
 AP0068.The modeled gravity was interpolated from observed gravity values.
 AP0068
 AP0068;                    North         East    Units  Estimated Accuracy
 AP0068;SPC TXSC     - 4,097,610.      460,640.      MT  (+/- 180 meters Scaled)
 AP0068
 AP0068                          SUPERSEDED SURVEY CONTROL
 AP0068
 AP0068  NGVD 29 (??/??/??)  250.43   (m)          821.6    (f) RESET       3  
 AP0068
 AP0068.Superseded values are not recommended for survey control.
 AP0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0068.See file dsdata.txt to determine how the superseded data were derived.
 AP0068
 AP0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS606762(NAD 83)
 AP0068_MARKER: DB = BENCH MARK DISK
 AP0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0068_STAMPING: E 1087 RESET 1961
 AP0068_MARK LOGO: CGS   
 AP0068_PROJECTION: PROJECTING 10 CENTIMETERS
 AP0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0068+STABILITY: SURFACE MOTION
 AP0068
 AP0068  HISTORY     - Date     Condition        Report By
 AP0068  HISTORY     - 1961     MONUMENTED       CGS
 AP0068  HISTORY     - 1982     GOOD             NGS
 AP0068
 AP0068                          STATION DESCRIPTION
 AP0068
 AP0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0068'4.5 MI E FROM EAGLE PASS.
 AP0068'ABOUT 4.5 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE T. AND N.O.
 AP0068'R.R. DEPOT IN EAGLE PASS, 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE
 AP0068'AND A WITNESS SIGN AND 45 YARDS NORTHWEST OF A CONCRETE CULVERT. A
 AP0068'STANDARD DISK, STAMPED E 1087 RESET 1961 IN A CONCRETE POST WHICH
 AP0068'PROJECTS ABOUT 4 INCHES.
 AP0068
 AP0068                          STATION RECOVERY (1982)
 AP0068
 AP0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0068'7.65 KM (4.75 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0068'OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0068'STREET AND MADISON STREET, SET AT A FIVE CHANNEL CULVERT ABOUT 0.2 KM
 AP0068'(1.0 MI) EAST OF A STEEL GATE, 23.4 METERS (77.0 FT) NORTH OF THE
 AP0068'CENTERLINE OF THE HIGHWAY, 41.7 METERS (137.0 FT) WEST NORTHWEST OF
 AP0068'THE CENTER OF THE NORTH HEADWALL OF A FIVE CHANNEL CULVERT, 1.5 METERS
 AP0068'(5.0 FT) EAST NORTHEAST OF TELEPHONE JUNCTION BOX NUMBER 12 3/4, AND
 AP0068'0.3 METER (1.0 FT) NORTH OF RIGHT OF WAY FENCE.
 AP0068'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 AP0068'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0385 ***********************************************************************
 AO0385  DESIGNATION -  E 1088
 AO0385  PID         -  AO0385
 AO0385  STATE/COUNTY-  TX/DIMMIT
 AO0385  USGS QUAD   -  MAC DONALD LAKE (1982)
 AO0385
 AO0385                         *CURRENT SURVEY CONTROL
 AO0385  ___________________________________________________________________
 AO0385* NAD 83(1986)-  28 24 29.     (N)    099 41 53.     (W)     SCALED    
 AO0385* NAVD 88     -       189.586  (meters)     622.00   (feet)  ADJUSTED  
 AO0385  ___________________________________________________________________
 AO0385  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AO0385  DYNAMIC HT  -         189.299 (meters)     621.06  (feet)  COMP
 AO0385  MODELED GRAV-     979,126.0   (mgal)                       NAVD 88
 AO0385
 AO0385  VERT ORDER  -  FIRST     CLASS II
 AO0385
 AO0385.The horizontal coordinates were scaled from a topographic map and have
 AO0385.an estimated accuracy of +/- 6 seconds.
 AO0385
 AO0385.The orthometric height was determined by differential leveling
 AO0385.and adjusted by the National Geodetic Survey in June 1991..
 AO0385.WARNING-Repeat measurements at this control monument indicate possible
 AO0385.vertical movement.
 AO0385
 AO0385.The geoid height was determined by GEOID03.
 AO0385
 AO0385.The dynamic height is computed by dividing the NAVD 88
 AO0385.geopotential number by the normal gravity value computed on the
 AO0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0385.degrees latitude (g = 980.6199 gals.).
 AO0385
 AO0385.The modeled gravity was interpolated from observed gravity values.
 AO0385
 AO0385;                    North         East    Units  Estimated Accuracy
 AO0385;SPC TXSC     - 4,063,900.      531,600.      MT  (+/- 180 meters Scaled)
 AO0385
 AO0385                          SUPERSEDED SURVEY CONTROL
 AO0385
 AO0385.No superseded survey control is available for this station.
 AO0385
 AO0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS316426(NAD 83)
 AO0385_MARKER: DB = BENCH MARK DISK
 AO0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0385_STAMPING: E 1088 1957
 AO0385_MARK LOGO: CGS   
 AO0385_PROJECTION: FLUSH
 AO0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0385+STABILITY: SURFACE MOTION
 AO0385
 AO0385  HISTORY     - Date     Condition        Report By
 AO0385  HISTORY     - 1957     MONUMENTED       CGS
 AO0385  HISTORY     - 1975     GOOD             USGS
 AO0385  HISTORY     - 1982     GOOD             NGS
 AO0385  HISTORY     - 19971025 GOOD             USPSQD
 AO0385
 AO0385                          STATION DESCRIPTION
 AO0385
 AO0385'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AO0385'4.3 MI SE FROM ASHERTON.
 AO0385'4.3 MILES S.E. ALONG U.S. HWY 83 FROM THE JUNCTION OF U.S. HWY 83 AND
 AO0385'FARM ROAD 190, IN ASHERTON, AT A T-RD TO THE S.W., 78 FEET S.W. ALONG
 AO0385'CENTER LINE OF T-RD S.W. AND 46 FEET S.E. ALONG FENCE, 2.8 FEET N.E.
 AO0385'OF FENCE, SET IN THE TOP OF CONCRETE POST WHICH PROJECTS 0.5 FEET,
 AO0385'STANDARD TABLET STAMPED E 1088 1957.
 AO0385
 AO0385                          STATION RECOVERY (1982)
 AO0385
 AO0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0385'1.0 KM (0.6 MI) NORTH ALONG FARM ROAD 190 FROM THE POST OFFICE IN
 AO0385'ASHERTON, FORMERLY U.S. HIGHWAY 83, THENCE 1.4 KM (0.9 MI) SOUTHEAST
 AO0385'ALONG FARM ROAD 1557 FROM THE JUNCTION OF FARM ROAD 190 AND FARM ROAD
 AO0385'1557, THENCE 3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE
 AO0385'JUNCTION OF FARM ROAD 1557 AND NEW U.S. HIGHWAY 83, 11.3 KM (7.0 MI)
 AO0385'NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT CATARINA,
 AO0385'23.6 METERS (77.5 FT) SOUTH SOUTHWEST OF CENTERLINE OF THE HIGHWAY,
 AO0385'13.0 METERS (43.0 FT) WEST NORTHWEST OF CENTERLINE OF DRIVEWAY, AND
 AO0385'0.8 METER (2.5 FT) NORTH NORTHEAST OF A FENCE.
 AO0385'THE MARK IS 0.4 METERS  NNE FROM A WITNESS POST.
 AO0385'THE MARK IS 1.0 M ABOVE HIGHWAY.
 AO0385
 AO0385                          STATION RECOVERY (1997)
 AO0385
 AO0385'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0350 ***********************************************************************
 AO0350  DESIGNATION -  E 1089
 AO0350  PID         -  AO0350
 AO0350  STATE/COUNTY-  TX/WEBB
 AO0350  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0350
 AO0350                         *CURRENT SURVEY CONTROL
 AO0350  ___________________________________________________________________
 AO0350* NAD 83(1986)-  28 08 11.     (N)    099 35 38.     (W)     SCALED    
 AO0350* NAVD 88     -       220.094  (meters)     722.09   (feet)  ADJUSTED  
 AO0350  ___________________________________________________________________
 AO0350  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0350  DYNAMIC HT  -         219.756 (meters)     720.98  (feet)  COMP
 AO0350  MODELED GRAV-     979,103.4   (mgal)                       NAVD 88
 AO0350
 AO0350  VERT ORDER  -  FIRST     CLASS II
 AO0350
 AO0350.The horizontal coordinates were scaled from a topographic map and have
 AO0350.an estimated accuracy of +/- 6 seconds.
 AO0350
 AO0350.The orthometric height was determined by differential leveling
 AO0350.and adjusted by the National Geodetic Survey in June 1991..
 AO0350
 AO0350.The geoid height was determined by GEOID03.
 AO0350
 AO0350.The dynamic height is computed by dividing the NAVD 88
 AO0350.geopotential number by the normal gravity value computed on the
 AO0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0350.degrees latitude (g = 980.6199 gals.).
 AO0350
 AO0350.The modeled gravity was interpolated from observed gravity values.
 AO0350
 AO0350;                    North         East    Units  Estimated Accuracy
 AO0350;SPC TX S     - 5,274,110.      192,530.      MT  (+/- 180 meters Scaled)
 AO0350
 AO0350                          SUPERSEDED SURVEY CONTROL
 AO0350
 AO0350.No superseded survey control is available for this station.
 AO0350
 AO0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS416124(NAD 83)
 AO0350_MARKER: DB = BENCH MARK DISK
 AO0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0350_STAMPING: E 1089 1957
 AO0350_MARK LOGO: CGS   
 AO0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0350+STABILITY: SURFACE MOTION
 AO0350
 AO0350  HISTORY     - Date     Condition        Report By
 AO0350  HISTORY     - 1957     MONUMENTED       CGS
 AO0350  HISTORY     - 1982     GOOD             NGS
 AO0350
 AO0350                          STATION DESCRIPTION
 AO0350
 AO0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0350'15.2 MI SE FROM CATARINA.
 AO0350'15.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0350'CATARINA, ON THE INSIDE OF A CURVE IN THE HIGHWAY, 150 FEET NORTHEAST
 AO0350'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHWEST OF A FENCE, AT AN
 AO0350'OFFSET IN THE FENCE, 4.2 FEET NORTHWEST OF A FENCE LEADING NORTHEAST,
 AO0350'2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AO0350'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0350
 AO0350                          STATION RECOVERY (1982)
 AO0350
 AO0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0350'RECOVERED THIS DATE, NOTE, 2.5 METERS (8.2 FT) SOUTH OF THE CENTER
 AO0350'OF AN IRON GATE.
 AO0350'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0590 ***********************************************************************
 CA0590  DESIGNATION -  E 109
 CA0590  PID         -  CA0590
 CA0590  STATE/COUNTY-  TX/CONCHO
 CA0590  USGS QUAD   -  EDEN (1970)
 CA0590
 CA0590                         *CURRENT SURVEY CONTROL
 CA0590  ___________________________________________________________________
 CA0590* NAD 83(1986)-  31 12 58.     (N)    099 48 35.     (W)     SCALED    
 CA0590* NAVD 88     -       615.136  (meters)    2018.16   (feet)  ADJUSTED  
 CA0590  ___________________________________________________________________
 CA0590  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CA0590  DYNAMIC HT  -         614.284 (meters)    2015.36  (feet)  COMP
 CA0590  MODELED GRAV-     979,234.4   (mgal)                       NAVD 88
 CA0590
 CA0590  VERT ORDER  -  FIRST     CLASS II
 CA0590
 CA0590.The horizontal coordinates were scaled from a topographic map and have
 CA0590.an estimated accuracy of +/- 6 seconds.
 CA0590
 CA0590.The orthometric height was determined by differential leveling
 CA0590.and adjusted by the National Geodetic Survey in June 1991..
 CA0590
 CA0590.The geoid height was determined by GEOID03.
 CA0590
 CA0590.The dynamic height is computed by dividing the NAVD 88
 CA0590.geopotential number by the normal gravity value computed on the
 CA0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0590.degrees latitude (g = 980.6199 gals.).
 CA0590
 CA0590.The modeled gravity was interpolated from observed gravity values.
 CA0590
 CA0590;                    North         East    Units  Estimated Accuracy
 CA0590;SPC TX C     - 3,171,880.      749,890.      MT  (+/- 180 meters Scaled)
 CA0590
 CA0590                          SUPERSEDED SURVEY CONTROL
 CA0590
 CA0590  NGVD 29 (??/??/92)  615.04   (m)         2017.8    (f) COMPUTED    1 2
 CA0590
 CA0590.Superseded values are not recommended for survey control.
 CA0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0590.See file dsdata.txt to determine how the superseded data were derived.
 CA0590
 CA0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV228538(NAD 83)
 CA0590_MARKER: DB = BENCH MARK DISK
 CA0590_SETTING: 66 = SET IN ROCK OUTCROP
 CA0590_SP_SET: BEDROCK
 CA0590_STAMPING: 2017.827 E 109 1933
 CA0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0590+STABILITY: POSITION/ELEVATION WELL
 CA0590
 CA0590  HISTORY     - Date     Condition        Report By
 CA0590  HISTORY     - 1933     MONUMENTED       CGS
 CA0590  HISTORY     - 1970     GOOD             USGS
 CA0590  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA0590  HISTORY     - 19991231 POOR             USPSQD
 CA0590
 CA0590                          STATION DESCRIPTION
 CA0590
 CA0590'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CA0590'2.1 MI E FROM EDEN.
 CA0590'2.1 MILES EAST ALONG U.S. HIGHWAY 87 FROM ITS INTERSECTION WITH U.S.
 CA0590'HIGHWAY 83 IN EDEN, CONCHO COUNTY.  AT A CURVE.  65 FEET SOUTH OF CL
 CA0590'OF HIGHWAY AND 4 FEET HIGHER.  4.5 FEET NORTH OF A FENCE.  980 FEET
 CA0590'WEST OF A FENCE CORNER.  IN BEDROCK.  A STANDARD DISK STAMPED 2017.827
 CA0590'E 109 1933.
 CA0590
 CA0590                          STATION RECOVERY (1981)
 CA0590
 CA0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0590'MARK NOT FOUND.
 CA0590
 CA0590                          STATION RECOVERY (1999)
 CA0590
 CA0590'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0590'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1292 ***********************************************************************
 AY1292  DESIGNATION -  E 1090
 AY1292  PID         -  AY1292
 AY1292  STATE/COUNTY-  TX/UVALDE
 AY1292  USGS QUAD   -  HACIENDA (1960)
 AY1292
 AY1292                         *CURRENT SURVEY CONTROL
 AY1292  ___________________________________________________________________
 AY1292* NAD 83(1986)-  29 14 40.     (N)    099 52 36.     (W)     SCALED    
 AY1292* NAVD 88     -       294.760  (meters)     967.06   (feet)  POSTED    
 AY1292  ___________________________________________________________________
 AY1292  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AY1292  DYNAMIC HT  -         294.330 (meters)     965.65  (feet)  COMP
 AY1292  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 AY1292
 AY1292  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1292
 AY1292.The horizontal coordinates were scaled from a topographic map and have
 AY1292.an estimated accuracy of +/- 6 seconds.
 AY1292
 AY1292.The orthometric height was determined by differential leveling
 AY1292.and adjusted by the National Geodetic Survey in 1992..
 AY1292.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1292.rate of 1.1 thru 2.0 mm/km.
 AY1292
 AY1292.The geoid height was determined by GEOID03.
 AY1292
 AY1292.The dynamic height is computed by dividing the NAVD 88
 AY1292.geopotential number by the normal gravity value computed on the
 AY1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1292.degrees latitude (g = 980.6199 gals.).
 AY1292
 AY1292.The modeled gravity was interpolated from observed gravity values.
 AY1292
 AY1292;                    North         East    Units  Estimated Accuracy
 AY1292;SPC TXSC     - 4,156,710.      514,790.      MT  (+/- 180 meters Scaled)
 AY1292
 AY1292                          SUPERSEDED SURVEY CONTROL
 AY1292
 AY1292  NGVD 29 (??/??/92)  294.640  (m)          966.66   (f) ADJ UNCH    1 2
 AY1292
 AY1292.Superseded values are not recommended for survey control.
 AY1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1292.See file dsdata.txt to determine how the superseded data were derived.
 AY1292
 AY1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT148353(NAD 83)
 AY1292_MARKER: DB = BENCH MARK DISK
 AY1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1292_STAMPING: E 1090 1957
 AY1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1292+STABILITY: SURFACE MOTION
 AY1292
 AY1292  HISTORY     - Date     Condition        Report By
 AY1292  HISTORY     - 1957     MONUMENTED       CGS
 AY1292  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1292  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 AY1292
 AY1292                          STATION DESCRIPTION
 AY1292
 AY1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1292'5.0 MI W FROM UVALDE.
 AY1292'5.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1292'STATION AT UVALDE, 17.5 FEET EAST OF MILEPOST 306, IN LINE WITH A ROW
 AY1292'OF TELEPHONE POLES, 35 FEET SOUTH OF THE SOUTH RAIL, 32 FEET NORTH OF
 AY1292'THE CENTER LINE OF A DIRT ROAD, 1.7 FEET WEST OF A WITNESS POST, SET
 AY1292'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AY1292'GROUND.
 AY1292
 AY1292                          STATION RECOVERY (1982)
 AY1292
 AY1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1292'MARK NOT RECOVERED, PROBABLY GRADED OUT WHEN NEW RAILROAD BED WAS
 AY1292'BUILT.
 AY1292
 AY1292                          STATION RECOVERY (2003)
 AY1292
 AY1292'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1309 ***********************************************************************
 AY1309  DESIGNATION -  E 1091 RESET 1965
 AY1309  PID         -  AY1309
 AY1309  STATE/COUNTY-  TX/UVALDE
 AY1309  USGS QUAD   -  UVALDE (1971)
 AY1309
 AY1309                         *CURRENT SURVEY CONTROL
 AY1309  ___________________________________________________________________
 AY1309* NAD 83(1986)-  29 13 07.     (N)    099 45 20.     (W)     SCALED    
 AY1309* NAVD 88     -       284.34   (+/-2cm)     932.9    (feet)  VERTCON   
 AY1309  ___________________________________________________________________
 AY1309  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AY1309
 AY1309  VERT ORDER  -  THIRD (See Below)
 AY1309
 AY1309.The horizontal coordinates were scaled from a topographic map and have
 AY1309.an estimated accuracy of +/- 6 seconds.
 AY1309
 AY1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1309.The vertical order pertains to the NGVD 29 superseded value.
 AY1309
 AY1309.The geoid height was determined by GEOID03.
 AY1309
 AY1309;                    North         East    Units  Estimated Accuracy
 AY1309;SPC TXSC     - 4,153,760.      526,550.      MT  (+/- 180 meters Scaled)
 AY1309
 AY1309                          SUPERSEDED SURVEY CONTROL
 AY1309
 AY1309  NGVD 29 (01/29/03)  284.20   (m)          932.4    (f) RESET       3  
 AY1309
 AY1309.Superseded values are not recommended for survey control.
 AY1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1309.See file dsdata.txt to determine how the superseded data were derived.
 AY1309
 AY1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT265324(NAD 83)
 AY1309_MARKER: DB = BENCH MARK DISK
 AY1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1309_STAMPING: E 1091 RESET 1965
 AY1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1309+STABILITY: SURFACE MOTION
 AY1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1309+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2002
 AY1309
 AY1309  HISTORY     - Date     Condition        Report By
 AY1309  HISTORY     - 1965     MONUMENTED       CGS
 AY1309  HISTORY     - 20021110 GOOD             USPSQD
 AY1309
 AY1309                          STATION DESCRIPTION
 AY1309
 AY1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AY1309'2.0 MI NE FROM UVALDE.
 AY1309'ABOUT 1.0 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE POST OFFICE
 AY1309'AT UVALDE, THENCE 1.0 MILE EAST ALONG FARM ROAD 1023 TO SITE OF BENCH
 AY1309'MARK ON THE SOUTH SIDE OF HIGHWAY ON CITY PROPERTY, 62 FEET SOUTH OF
 AY1309'THE CENTER LINE OF HIGHWAY, 87 FEET NORTHWEST OF THE NORTHWEST CORNER
 AY1309'OF THE HOME OF MR. J. W. STEWART, 38 FEET WEST OF THE CENTER LINE OF
 AY1309'THE WEST DRIVEWAY, 12 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 AY1309'SOUTH OF A METAL WITNESS POST, AND AT THE WEST SIDE OF THE PROPERTY
 AY1309'LINE FENCE.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH
 AY1309'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 AY1309
 AY1309                          STATION RECOVERY (2002)
 AY1309
 AY1309'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AY1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1337 ***********************************************************************
 AY1337  DESIGNATION -  E 1092
 AY1337  PID         -  AY1337
 AY1337  STATE/COUNTY-  TX/UVALDE
 AY1337  USGS QUAD   -  BLANCO LAKE (1971)
 AY1337
 AY1337                         *CURRENT SURVEY CONTROL
 AY1337  ___________________________________________________________________
 AY1337* NAD 83(1986)-  29 18 41.     (N)    099 30 27.     (W)     SCALED    
 AY1337* NAVD 88     -       290.249  (meters)     952.26   (feet)  ADJUSTED  
 AY1337  ___________________________________________________________________
 AY1337  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AY1337  DYNAMIC HT  -         289.827 (meters)     950.87  (feet)  COMP
 AY1337  MODELED GRAV-     979,184.6   (mgal)                       NAVD 88
 AY1337
 AY1337  VERT ORDER  -  FIRST     CLASS II
 AY1337
 AY1337.The horizontal coordinates were scaled from a topographic map and have
 AY1337.an estimated accuracy of +/- 6 seconds.
 AY1337
 AY1337.The orthometric height was determined by differential leveling
 AY1337.and adjusted by the National Geodetic Survey in June 1991..
 AY1337.WARNING-Repeat measurements at this control monument indicate possible
 AY1337.vertical movement.
 AY1337
 AY1337.The geoid height was determined by GEOID03.
 AY1337
 AY1337.The dynamic height is computed by dividing the NAVD 88
 AY1337.geopotential number by the normal gravity value computed on the
 AY1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1337.degrees latitude (g = 980.6199 gals.).
 AY1337
 AY1337.The modeled gravity was interpolated from observed gravity values.
 AY1337
 AY1337;                    North         East    Units  Estimated Accuracy
 AY1337;SPC TXSC     - 4,163,920.      550,710.      MT  (+/- 180 meters Scaled)
 AY1337
 AY1337                          SUPERSEDED SURVEY CONTROL
 AY1337
 AY1337  NGVD 29 (??/??/92)  290.057  (m)          951.63   (f) ADJ UNCH    1 2
 AY1337
 AY1337.Superseded values are not recommended for survey control.
 AY1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1337.See file dsdata.txt to determine how the superseded data were derived.
 AY1337
 AY1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT507425(NAD 83)
 AY1337_MARKER: DB = BENCH MARK DISK
 AY1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1337_STAMPING: E 1092 1957
 AY1337_MARK LOGO: CGS   
 AY1337_PROJECTION: FLUSH
 AY1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1337+STABILITY: SURFACE MOTION
 AY1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1337+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 AY1337
 AY1337  HISTORY     - Date     Condition        Report By
 AY1337  HISTORY     - 1957     MONUMENTED       CGS
 AY1337  HISTORY     - 1982     GOOD             NGS
 AY1337  HISTORY     - 1988     GOOD             USPSQD
 AY1337  HISTORY     - 20040729 GOOD             USPSQD
 AY1337
 AY1337                          STATION DESCRIPTION
 AY1337
 AY1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1337'2.5 MI W FROM SABINAL.
 AY1337'2.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1337'STATION AT SABINAL, 246 FEET SOUTHWEST OF MILEPOST 282, 241 FEET SOUTH
 AY1337'OF THE SOUTH RAIL, 124 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 AY1337'90, 96 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 2.3
 AY1337'FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN
 AY1337'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1337
 AY1337                          STATION RECOVERY (1982)
 AY1337
 AY1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1337'MARK RECOVERED THIS DATE, NOTE, EDGE OF CONCRETE MONUMENT FOUND
 AY1337'CRACKED BUT DISK AND MONUMENT STABLE, NOTE, 3.9 KM (2.4 MI) WESTERLY
 AY1337'ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF RANCH ROAD 187 IN SABINAL.
 AY1337
 AY1337                          STATION RECOVERY (1988)
 AY1337
 AY1337'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1337'RECOVERED IN GOOD CONDITION.
 AY1337
 AY1337                          STATION RECOVERY (2004)
 AY1337
 AY1337'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0100 ***********************************************************************
 AP0100  DESIGNATION -  E 1093
 AP0100  PID         -  AP0100
 AP0100  STATE/COUNTY-  TX/MAVERICK
 AP0100  USGS QUAD   -  DEADMANS HILL (1974)
 AP0100
 AP0100                         *CURRENT SURVEY CONTROL
 AP0100  ___________________________________________________________________
 AP0100* NAD 83(1986)-  28 49 31.     (N)    100 26 21.     (W)     SCALED    
 AP0100* NAVD 88     -       236.583  (meters)     776.19   (feet)  ADJUSTED  
 AP0100  ___________________________________________________________________
 AP0100  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AP0100  DYNAMIC HT  -         236.231 (meters)     775.03  (feet)  COMP
 AP0100  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 AP0100
 AP0100  VERT ORDER  -  FIRST     CLASS II
 AP0100
 AP0100.The horizontal coordinates were scaled from a topographic map and have
 AP0100.an estimated accuracy of +/- 6 seconds.
 AP0100
 AP0100.The orthometric height was determined by differential leveling
 AP0100.and adjusted by the National Geodetic Survey in June 1991..
 AP0100
 AP0100.The geoid height was determined by GEOID03.
 AP0100
 AP0100.The dynamic height is computed by dividing the NAVD 88
 AP0100.geopotential number by the normal gravity value computed on the
 AP0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0100.degrees latitude (g = 980.6199 gals.).
 AP0100
 AP0100.The modeled gravity was interpolated from observed gravity values.
 AP0100
 AP0100;                    North         East    Units  Estimated Accuracy
 AP0100;SPC TXSC     - 4,110,800.      459,550.      MT  (+/- 180 meters Scaled)
 AP0100
 AP0100                          SUPERSEDED SURVEY CONTROL
 AP0100
 AP0100  NGVD 29 (??/??/92)  236.45   (m)          775.8    (f) COMPUTED    1 2
 AP0100
 AP0100.Superseded values are not recommended for survey control.
 AP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0100.See file dsdata.txt to determine how the superseded data were derived.
 AP0100
 AP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS595894(NAD 83)
 AP0100_MARKER: DB = BENCH MARK DISK
 AP0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0100_STAMPING: E 1093 1957
 AP0100_MARK LOGO: CGS   
 AP0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0100+STABILITY: SURFACE MOTION
 AP0100
 AP0100  HISTORY     - Date     Condition        Report By
 AP0100  HISTORY     - 1957     MONUMENTED       CGS
 AP0100  HISTORY     - 1982     GOOD             NGS
 AP0100
 AP0100                          STATION DESCRIPTION
 AP0100
 AP0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0100'9.1 MI N FROM EAGLE PASS.
 AP0100'9.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0100'STATION AT EAGLE PASS, 1 POLE SOUTH OF MILEPOST 24, 43 FEET WEST OF
 AP0100'THE WEST RAIL, 4 FEET EAST OF A FENCE, 1.6 FEET NORTH OF A WITNESS
 AP0100'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AP0100'THE GROUND.
 AP0100
 AP0100                          STATION RECOVERY (1982)
 AP0100
 AP0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1218 ***********************************************************************
 AY1218  DESIGNATION -  E 1094
 AY1218  PID         -  AY1218
 AY1218  STATE/COUNTY-  TX/MEDINA
 AY1218  USGS QUAD   -  SABINAL (1970)
 AY1218
 AY1218                         *CURRENT SURVEY CONTROL
 AY1218  ___________________________________________________________________
 AY1218* NAD 83(1986)-  29 19 25.     (N)    099 26 04.     (W)     SCALED    
 AY1218* NAVD 88     -       285.927  (meters)     938.08   (feet)  POSTED    
 AY1218  ___________________________________________________________________
 AY1218  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AY1218  DYNAMIC HT  -         285.510 (meters)     936.71  (feet)  COMP
 AY1218  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 AY1218
 AY1218  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1218
 AY1218.The horizontal coordinates were scaled from a topographic map and have
 AY1218.an estimated accuracy of +/- 6 seconds.
 AY1218
 AY1218.The orthometric height was determined by differential leveling
 AY1218.and adjusted by the National Geodetic Survey in 1992..
 AY1218.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1218.rate of 0.0 thru 1.0 mm/km.
 AY1218
 AY1218.The geoid height was determined by GEOID03.
 AY1218
 AY1218.The dynamic height is computed by dividing the NAVD 88
 AY1218.geopotential number by the normal gravity value computed on the
 AY1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1218.degrees latitude (g = 980.6199 gals.).
 AY1218
 AY1218.The modeled gravity was interpolated from observed gravity values.
 AY1218
 AY1218;                    North         East    Units  Estimated Accuracy
 AY1218;SPC TXSC     - 4,165,240.      557,810.      MT  (+/- 180 meters Scaled)
 AY1218
 AY1218                          SUPERSEDED SURVEY CONTROL
 AY1218
 AY1218  NGVD 29 (??/??/92)  285.814  (m)          937.71   (f) ADJ UNCH    1 2
 AY1218
 AY1218.Superseded values are not recommended for survey control.
 AY1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1218.See file dsdata.txt to determine how the superseded data were derived.
 AY1218
 AY1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT578439(NAD 83)
 AY1218_MARKER: DB = BENCH MARK DISK
 AY1218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AY1218_SP_SET: 13 FT.
 AY1218_STAMPING: E 1094 1957
 AY1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1218
 AY1218  HISTORY     - Date     Condition        Report By
 AY1218  HISTORY     - 1957     MONUMENTED       CGS
 AY1218  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1218  HISTORY     - 20011113 MARK NOT FOUND   USPSQD
 AY1218
 AY1218                          STATION DESCRIPTION
 AY1218
 AY1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1218'1.7 MI E FROM SABINAL.
 AY1218'1.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1218'STATION AT SABINAL, 10 POLES EAST OF MILEPOST 278, 45.4 MILES NORTH OF
 AY1218'THE NORTH RAIL, 5 FEET NORTHEAST OF A TELEPHONE POLE, 2.4 FEET SOUTH
 AY1218'OF A FENCE, 2.4 FEET WEST OF A WITNESS POST, CLAMPED ON THE TOP OF A
 AY1218'5/8 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 13 FEET IN THE
 AY1218'GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.5 FOOT ABOVE
 AY1218'THE GROUND.
 AY1218
 AY1218                          STATION RECOVERY (1982)
 AY1218
 AY1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1218'MARK NOT RECOVERED, PROBABLY GRADED OUT BY RAILROAD EQUIPMENT.
 AY1218
 AY1218                          STATION RECOVERY (2001)
 AY1218
 AY1218'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0867 ***********************************************************************
 AY0867  DESIGNATION -  E 1095
 AY0867  PID         -  AY0867
 AY0867  STATE/COUNTY-  TX/MEDINA
 AY0867  USGS QUAD   -  CASTROVILLE (1982)
 AY0867
 AY0867                         *CURRENT SURVEY CONTROL
 AY0867  ___________________________________________________________________
 AY0867* NAD 83(1986)-  29 17 13.     (N)    098 56 33.     (W)     SCALED    
 AY0867* NAVD 88     -       254.078  (meters)     833.59   (feet)  ADJUSTED  
 AY0867  ___________________________________________________________________
 AY0867  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AY0867  DYNAMIC HT  -         253.713 (meters)     832.39  (feet)  COMP
 AY0867  MODELED GRAV-     979,198.7   (mgal)                       NAVD 88
 AY0867
 AY0867  VERT ORDER  -  FIRST     CLASS II
 AY0867
 AY0867.The horizontal coordinates were scaled from a topographic map and have
 AY0867.an estimated accuracy of +/- 6 seconds.
 AY0867
 AY0867.The orthometric height was determined by differential leveling
 AY0867.and adjusted by the National Geodetic Survey in June 1991..
 AY0867
 AY0867.The geoid height was determined by GEOID03.
 AY0867
 AY0867.The dynamic height is computed by dividing the NAVD 88
 AY0867.geopotential number by the normal gravity value computed on the
 AY0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0867.degrees latitude (g = 980.6199 gals.).
 AY0867
 AY0867.The modeled gravity was interpolated from observed gravity values.
 AY0867
 AY0867;                    North         East    Units  Estimated Accuracy
 AY0867;SPC TXSC     - 4,161,100.      605,590.      MT  (+/- 180 meters Scaled)
 AY0867
 AY0867                          SUPERSEDED SURVEY CONTROL
 AY0867
 AY0867  NGVD 29 (??/??/92)  253.953  (m)          833.18   (f) ADJ UNCH    1 2
 AY0867
 AY0867.Superseded values are not recommended for survey control.
 AY0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0867.See file dsdata.txt to determine how the superseded data were derived.
 AY0867
 AY0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT055397(NAD 83)
 AY0867_MARKER: DB = BENCH MARK DISK
 AY0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0867_STAMPING: E 1095 1957
 AY0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0867+STABILITY: SURFACE MOTION
 AY0867
 AY0867  HISTORY     - Date     Condition        Report By
 AY0867  HISTORY     - 1957     MONUMENTED       CGS
 AY0867  HISTORY     - 19970210 GOOD             USPSQD
 AY0867  HISTORY     - 20020218 GOOD             USPSQD
 AY0867
 AY0867                          STATION DESCRIPTION
 AY0867
 AY0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0867'9.4 MI SW FROM LACOSTE.
 AY0867'9.4 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0867'STATION AT LACOSTE, 34 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 35 FEET
 AY0867'NORTHEAST OF THE CENTER LINE OF A ROAD, 9 FEET NORTHWEST OF THE 12TH
 AY0867'POLE SOUTHEAST OF MILEPOST 244, 9 FEET NORTHWEST OF A WITNESS POST,
 AY0867'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AY0867'GROUND.
 AY0867
 AY0867                          STATION RECOVERY (1997)
 AY0867
 AY0867'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0867'RECOVERED IN GOOD CONDITION.
 AY0867
 AY0867                          STATION RECOVERY (2002)
 AY0867
 AY0867'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0544 ***********************************************************************
 BP0544  DESIGNATION -  E 1096
 BP0544  PID         -  BP0544
 BP0544  STATE/COUNTY-  TX/BREWSTER
 BP0544  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0544
 BP0544                         *CURRENT SURVEY CONTROL
 BP0544  ___________________________________________________________________
 BP0544* NAD 83(1986)-  30 20 31.     (N)    103 38 41.     (W)     SCALED    
 BP0544* NAVD 88     -      1393.781  (meters)    4572.76   (feet)  ADJUSTED  
 BP0544  ___________________________________________________________________
 BP0544  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 BP0544  DYNAMIC HT  -        1391.516 (meters)    4565.33  (feet)  COMP
 BP0544  MODELED GRAV-     978,967.1   (mgal)                       NAVD 88
 BP0544  OBS GRAVITY -     978,968.6   (mgal)                       GRAV_OBS
 BP0544
 BP0544  VERT ORDER  -  FIRST     CLASS I
 BP0544
 BP0544.The horizontal coordinates were scaled from a topographic map and have
 BP0544.an estimated accuracy of +/- 6 seconds.
 BP0544
 BP0544.The orthometric height was determined by differential leveling
 BP0544.and adjusted by the National Geodetic Survey in June 1991..
 BP0544
 BP0544.The geoid height was determined by GEOID03.
 BP0544
 BP0544.The dynamic height is computed by dividing the NAVD 88
 BP0544.geopotential number by the normal gravity value computed on the
 BP0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0544.degrees latitude (g = 980.6199 gals.).
 BP0544
 BP0544.The modeled gravity was interpolated from observed gravity values.
 BP0544.The observed gravity was obtained from relative gravimeter ties
 BP0544.to the IGSN71 gravity network.
 BP0544
 BP0544;                    North         East    Units  Estimated Accuracy
 BP0544;SPC TXSC     - 4,286,900.      153,500.      MT  (+/- 180 meters Scaled)
 BP0544
 BP0544                          SUPERSEDED SURVEY CONTROL
 BP0544
 BP0544  NGVD 29 (??/??/92) 1393.316  (m)         4571.24   (f) ADJ UNCH    1 1
 BP0544
 BP0544.Superseded values are not recommended for survey control.
 BP0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0544.See file dsdata.txt to determine how the superseded data were derived.
 BP0544
 BP0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP302574(NAD 83)
 BP0544_MARKER: DB = BENCH MARK DISK
 BP0544_SETTING: 66 = SET IN ROCK OUTCROP
 BP0544_SP_SET: ROCK OUTCROP
 BP0544_STAMPING: E 1096 1977
 BP0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0544+STABILITY: POSITION/ELEVATION WELL
 BP0544
 BP0544  HISTORY     - Date     Condition        Report By
 BP0544  HISTORY     - 1977     MONUMENTED       NGS
 BP0544  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BP0544
 BP0544                          STATION DESCRIPTION
 BP0544
 BP0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0544'1.9 MI SE FROM ALPINE.
 BP0544'0.4 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0544'FROM THE STATION AT ALPINE, THENCE 1.4 MILES SOUTHEAST ALONG
 BP0544'STATE HIGHWAY 118, IN TOP OF AN OUTCROP WHICH IS IN THE BOTTOM
 BP0544'OF THE SOUTHWEST GRADE DITCH, 20 FT. SOUTHWEST OF THE CENTER LINE
 BP0544'OF THE HIGHWAY, 10.8 FT. NORTHWEST OF THE SOUTHWEST END OF A
 BP0544'36 INCH PIPE CULVERT, 7 FT. NORTHWEST OF THE NORTH ONE OF THREE
 BP0544'6 INCH SMALL TREES
 BP0544
 BP0544                          STATION RECOVERY (1989)
 BP0544
 BP0544'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0566 ***********************************************************************
 BP0566  DESIGNATION -  E 1097
 BP0566  PID         -  BP0566
 BP0566  STATE/COUNTY-  TX/JEFF DAVIS
 BP0566  USGS QUAD   -  FORT DAVIS (1972)
 BP0566
 BP0566                         *CURRENT SURVEY CONTROL
 BP0566  ___________________________________________________________________
 BP0566* NAD 83(1986)-  30 36 17.     (N)    103 53 11.     (W)     SCALED    
 BP0566* NAVD 88     -      1474.898  (meters)    4838.89   (feet)  ADJUSTED  
 BP0566  ___________________________________________________________________
 BP0566  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 BP0566  DYNAMIC HT  -        1472.490 (meters)    4830.99  (feet)  COMP
 BP0566  MODELED GRAV-     978,956.7   (mgal)                       NAVD 88
 BP0566  OBS GRAVITY -     978,962.8   (mgal)                       GRAV_OBS
 BP0566
 BP0566  VERT ORDER  -  FIRST     CLASS I
 BP0566
 BP0566.The horizontal coordinates were scaled from a topographic map and have
 BP0566.an estimated accuracy of +/- 6 seconds.
 BP0566
 BP0566.The orthometric height was determined by differential leveling
 BP0566.and adjusted by the National Geodetic Survey in June 1991..
 BP0566
 BP0566.The geoid height was determined by GEOID03.
 BP0566
 BP0566.The dynamic height is computed by dividing the NAVD 88
 BP0566.geopotential number by the normal gravity value computed on the
 BP0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0566.degrees latitude (g = 980.6199 gals.).
 BP0566
 BP0566.The modeled gravity was interpolated from observed gravity values.
 BP0566.The observed gravity was obtained from relative gravimeter ties
 BP0566.to the IGSN71 gravity network.
 BP0566
 BP0566;                    North         East    Units  Estimated Accuracy
 BP0566;SPC TX C     - 3,109,430.      359,370.      MT  (+/- 180 meters Scaled)
 BP0566
 BP0566                          SUPERSEDED SURVEY CONTROL
 BP0566
 BP0566  NGVD 29 (??/??/92) 1474.348  (m)         4837.09   (f) ADJ UNCH    1 1
 BP0566
 BP0566.Superseded values are not recommended for survey control.
 BP0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0566.See file dsdata.txt to determine how the superseded data were derived.
 BP0566
 BP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP067863(NAD 83)
 BP0566_MARKER: DB = BENCH MARK DISK
 BP0566_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0566_SP_SET: 8.0 FT.
 BP0566_STAMPING: E 1097 1977
 BP0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0566+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 BP0566
 BP0566  HISTORY     - Date     Condition        Report By
 BP0566  HISTORY     - 1977     MONUMENTED       NGS
 BP0566  HISTORY     - 1988     GOOD             USPSQD
 BP0566  HISTORY     - 19961007 GOOD             USPSQD
 BP0566  HISTORY     - 20030322 GOOD             USPSQD
 BP0566  HISTORY     - 20040323 GOOD             USPSQD
 BP0566
 BP0566                          STATION DESCRIPTION
 BP0566
 BP0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0566'1.3 MI NORTH FROM FORT DAVIS.
 BP0566'1.3 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE COUNTY COURTHOUSE
 BP0566'AT FORT DAVIS, AT THE JUNCTION OF HIGHWAYS 118 AND 17, 135
 BP0566'FT. SOUTHWEST OF THE MOST ROUNDED TIP OF THE SOUTH TRIANGLE,
 BP0566'75 FT. WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FT. WEST OF A RIGHT
 BP0566'OF WAY MARKER, 1 FT. EAST OF THE DEPARTMENT OF INTERIOR BOUNDARY FENCE
 BP0566
 BP0566                          STATION RECOVERY (1988)
 BP0566
 BP0566'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0566'RECOVERED IN GOOD CONDITION.
 BP0566
 BP0566                          STATION RECOVERY (1996)
 BP0566
 BP0566'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0566'RECOVERED IN GOOD CONDITION.
 BP0566
 BP0566                          STATION RECOVERY (2003)
 BP0566
 BP0566'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0566'RECOVERED IN GOOD CONDITION.
 BP0566
 BP0566                          STATION RECOVERY (2004)
 BP0566
 BP0566'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BP0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0316 ***********************************************************************
 BQ0316  DESIGNATION -  E 1098
 BQ0316  PID         -  BQ0316
 BQ0316  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0316  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0316
 BQ0316                         *CURRENT SURVEY CONTROL
 BQ0316  ___________________________________________________________________
 BQ0316* NAD 83(1986)-  30 39 48.     (N)    104 01 40.     (W)     SCALED    
 BQ0316* NAVD 88     -      1769.962  (meters)    5806.95   (feet)  ADJUSTED  
 BQ0316  ___________________________________________________________________
 BQ0316  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BQ0316  DYNAMIC HT  -        1766.961 (meters)    5797.10  (feet)  COMP
 BQ0316  MODELED GRAV-     978,881.8   (mgal)                       NAVD 88
 BQ0316  OBS GRAVITY -     978,887.2   (mgal)                       GRAV_OBS
 BQ0316
 BQ0316  VERT ORDER  -  FIRST     CLASS I
 BQ0316
 BQ0316.The horizontal coordinates were scaled from a topographic map and have
 BQ0316.an estimated accuracy of +/- 6 seconds.
 BQ0316
 BQ0316.The orthometric height was determined by differential leveling
 BQ0316.and adjusted by the National Geodetic Survey in June 1991..
 BQ0316
 BQ0316.The geoid height was determined by GEOID03.
 BQ0316
 BQ0316.The dynamic height is computed by dividing the NAVD 88
 BQ0316.geopotential number by the normal gravity value computed on the
 BQ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0316.degrees latitude (g = 980.6199 gals.).
 BQ0316
 BQ0316.The modeled gravity was interpolated from observed gravity values.
 BQ0316.The observed gravity was obtained from relative gravimeter ties
 BQ0316.to the IGSN71 gravity network.
 BQ0316
 BQ0316;                    North         East    Units  Estimated Accuracy
 BQ0316;SPC TX C     - 3,116,360.      346,030.      MT  (+/- 180 meters Scaled)
 BQ0316
 BQ0316                          SUPERSEDED SURVEY CONTROL
 BQ0316
 BQ0316  NGVD 29 (??/??/92) 1769.304  (m)         5804.79   (f) ADJ UNCH    1 1
 BQ0316
 BQ0316.Superseded values are not recommended for survey control.
 BQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0316.See file dsdata.txt to determine how the superseded data were derived.
 BQ0316
 BQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP931926(NAD 83)
 BQ0316_MARKER: DB = BENCH MARK DISK
 BQ0316_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0316_SP_SET: ROCK OUTCROP
 BQ0316_STAMPING: E 1098 1977
 BQ0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0316+STABILITY: POSITION/ELEVATION WELL
 BQ0316
 BQ0316  HISTORY     - Date     Condition        Report By
 BQ0316  HISTORY     - 1977     MONUMENTED       NGS
 BQ0316  HISTORY     - 1988     GOOD             USPSQD
 BQ0316  HISTORY     - 1989     GOOD             USPSQD
 BQ0316  HISTORY     - 19961007 GOOD             USPSQD
 BQ0316  HISTORY     - 20030322 GOOD             USPSQD
 BQ0316
 BQ0316                          STATION DESCRIPTION
 BQ0316
 BQ0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0316'13.10 MI NW FROM FORT DAVIS.
 BQ0316'ABOUT 13.10 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE
 BQ0316'COUNTY COURTHOUSE AT FORT DAVIS, 40 FT. NORTHEAST OF THE CENTER
 BQ0316'LINE OF THE HIGHWAY, 41 FT. SOUTHEAST OF A 2 PIPE CULVERT, 97.8
 BQ0316'FT. NORTH OF THE SOUTH END OF A STONE GUARD RAIL.
 BQ0316
 BQ0316                          STATION RECOVERY (1988)
 BQ0316
 BQ0316'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0316'RECOVERED IN GOOD CONDITION.
 BQ0316
 BQ0316                          STATION RECOVERY (1989)
 BQ0316
 BQ0316'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0316'RECOVERED IN GOOD CONDITION.
 BQ0316
 BQ0316                          STATION RECOVERY (1996)
 BQ0316
 BQ0316'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0316'RECOVERED IN GOOD CONDITION.
 BQ0316
 BQ0316                          STATION RECOVERY (2003)
 BQ0316
 BQ0316'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0605 ***********************************************************************
 AB0605  DESIGNATION -  E 11
 AB0605  PID         -  AB0605
 AB0605  STATE/COUNTY-  TX/CAMERON
 AB0605  USGS QUAD   -  HARLINGEN (1983)
 AB0605
 AB0605                         *CURRENT SURVEY CONTROL
 AB0605  ___________________________________________________________________
 AB0605* NAD 83(1986)-  26 08 20.     (N)    097 37 33.     (W)     SCALED    
 AB0605* NAVD 88     -        12.241  (meters)      40.16   (feet)  ADJUSTED  
 AB0605  ___________________________________________________________________
 AB0605  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 AB0605  DYNAMIC HT  -          12.221 (meters)      40.10  (feet)  COMP
 AB0605  MODELED GRAV-     979,034.7   (mgal)                       NAVD 88
 AB0605
 AB0605  VERT ORDER  -  SECOND    CLASS 0
 AB0605
 AB0605.The horizontal coordinates were scaled from a topographic map and have
 AB0605.an estimated accuracy of +/- 6 seconds.
 AB0605
 AB0605.The orthometric height was determined by differential leveling
 AB0605.and adjusted by the National Geodetic Survey in June 1991..
 AB0605
 AB0605.The geoid height was determined by GEOID03.
 AB0605
 AB0605.The dynamic height is computed by dividing the NAVD 88
 AB0605.geopotential number by the normal gravity value computed on the
 AB0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0605.degrees latitude (g = 980.6199 gals.).
 AB0605
 AB0605.The modeled gravity was interpolated from observed gravity values.
 AB0605
 AB0605;                    North         East    Units  Estimated Accuracy
 AB0605;SPC TX S     - 5,052,620.      387,420.      MT  (+/- 180 meters Scaled)
 AB0605
 AB0605                          SUPERSEDED SURVEY CONTROL
 AB0605
 AB0605  NGVD 29 (??/??/92)   12.346  (m)           40.51   (f) ADJ UNCH    2 0
 AB0605
 AB0605.Superseded values are not recommended for survey control.
 AB0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0605.See file dsdata.txt to determine how the superseded data were derived.
 AB0605
 AB0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP373917(NAD 83)
 AB0605_MARKER: DD = SURVEY DISK
 AB0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0605_SP_SET: SYHON
 AB0605_STAMPING: E 11 40.35
 AB0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0605
 AB0605  HISTORY     - Date     Condition        Report By
 AB0605  HISTORY     - UNK      MONUMENTED
 AB0605  HISTORY     - 1942     GOOD             NGS
 AB0605  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0605  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0605
 AB0605                          STATION DESCRIPTION
 AB0605
 AB0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0605'IN SAN BENITO.
 AB0605'BENCH MARK IS ABOUT 0.3 MILE NORTHEAST ALONG STATE HIGHWAY NUMBER 345
 AB0605'FROM THE POST OFFICE AT SAN BENITO, AT THE NORTHEAST EDGE OF SAN
 AB0605'BENITO, IT IS 45 FEET NORTHWEST OF AND ABOUT 3.0 FEET ABOVE THE
 AB0605'CENTERLINE OF THE HIGHWAY, AND SET HORIZONTALLY IN THE CENTER OF THE
 AB0605'TOP OF A CONCRETE SYPHON HEADWALL.  A CAMERON COUNTY STANDARD DISK,
 AB0605'STAMPED E 11 40.35 SET IN A DRILL HOLE.
 AB0605
 AB0605                          STATION RECOVERY (1954)
 AB0605
 AB0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB0605'MARK NOT FOUND.
 AB0605
 AB0605                          STATION RECOVERY (1988)
 AB0605
 AB0605'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0387 ***********************************************************************
 AW0387  DESIGNATION -  E 11
 AW0387  PID         -  AW0387
 AW0387  STATE/COUNTY-  TX/HARRIS
 AW0387  USGS QUAD   -  JACINTO CITY (1982)
 AW0387
 AW0387                         *CURRENT SURVEY CONTROL
 AW0387  ___________________________________________________________________
 AW0387* NAD 83(1986)-  29 50 19.     (N)    095 10 57.     (W)     SCALED    
 AW0387* NAVD 88     -        13.35   (+/-2cm)      43.8    (feet)  VERTCON   
 AW0387  ___________________________________________________________________
 AW0387  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW0387
 AW0387  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0387
 AW0387.The horizontal coordinates were scaled from a topographic map and have
 AW0387.an estimated accuracy of +/- 6 seconds.
 AW0387
 AW0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0387.The vertical order pertains to the NGVD 29 superseded value.
 AW0387
 AW0387.The geoid height was determined by GEOID03.
 AW0387
 AW0387;                    North         East    Units  Estimated Accuracy
 AW0387;SPC TXSC     - 4,228,260.      968,830.      MT  (+/- 180 meters Scaled)
 AW0387
 AW0387                          SUPERSEDED SURVEY CONTROL
 AW0387
 AW0387  NGVD 29 (??/??/92)   13.344  (m)           43.78   (f) ADJ UNCH    1 1
 AW0387
 AW0387.Superseded values are not recommended for survey control.
 AW0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0387.See file dsdata.txt to determine how the superseded data were derived.
 AW0387
 AW0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP891029(NAD 83)
 AW0387_MARKER: DD = SURVEY DISK
 AW0387_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0387_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0387_STAMPING: E 11
 AW0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0387
 AW0387  HISTORY     - Date     Condition        Report By
 AW0387  HISTORY     - UNK      MONUMENTED       TXHD
 AW0387  HISTORY     - 1973     GOOD             NGS
 AW0387  HISTORY     - 1978     GOOD             NGS
 AW0387  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW0387  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0387  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0387  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0387  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0387  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW0387
 AW0387                          STATION DESCRIPTION
 AW0387
 AW0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0387'4.1 MI SW FROM SHELDON.
 AW0387'ABOUT 3.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW0387'CROSSING OF SHELDON ROAD AT SHELDON, THENCE ABOUT 0.4 MILE SOUTH ALONG
 AW0387'UVALADE ROAD, ABOUT 0.4 MILE SOUTH OF THE JUNCTION OF U. S. HIGHWAY
 AW0387'90, 0.1 MILE NORTHEAST OF THE PENTECOSTAL CHURCH (ROYALWOOD), 86 FEET
 AW0387'EAST OF THE CENTER LINE OF THE ROAD, ON TOP OF A SPOIL BANK, 2 1/2
 AW0387'FEET NORTHWEST OF A 2 BY 4-INCH WITNESS POST, ABOUT LEVEL WITH THE
 AW0387'GROUND AND SET IN THE TOP OF A CONCRETE FILLED PIPE REPORTEDLY SET AT
 AW0387'A DEPTH OF 20 FEET.
 AW0387
 AW0387                          STATION RECOVERY (1978)
 AW0387
 AW0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0387'RECOVERED IN GOOD CONDITION.
 AW0387
 AW0387                          STATION RECOVERY (1983)
 AW0387
 AW0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0387'NOT RECOVERED, KNOCKED OUT BY CONSTRUCTION.
 AW0387
 AW0387                          STATION RECOVERY (1986)
 AW0387
 AW0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0387'THERE IS CONSTRUCTION AT THIS LOCATION.
 AW0387
 AW0387                          STATION RECOVERY (1987)
 AW0387
 AW0387'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0387'MARK NOT FOUND.
 AW0387
 AW0387                          STATION RECOVERY (1987)
 AW0387
 AW0387'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0387'MARK NOT FOUND.
 AW0387
 AW0387                          STATION RECOVERY (1988)
 AW0387
 AW0387'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0387'MARK NOT FOUND.
 AW0387
 AW0387                          STATION RECOVERY (1998)
 AW0387
 AW0387'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0081 ***********************************************************************
 CE0081  DESIGNATION -  E 110
 CE0081  PID         -  CE0081
 CE0081  STATE/COUNTY-  TX/EL PASO
 CE0081  USGS QUAD   -  EL PASO (1997)
 CE0081
 CE0081                         *CURRENT SURVEY CONTROL
 CE0081  ___________________________________________________________________
 CE0081* NAD 83(1986)-  31 51 40.     (N)    106 24 48.     (W)     SCALED    
 CE0081* NAVD 88     -      1184.167  (meters)    3885.05   (feet)  ADJUSTED  
 CE0081  ___________________________________________________________________
 CE0081  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CE0081  DYNAMIC HT  -        1182.370 (meters)    3879.16  (feet)  COMP
 CE0081  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 CE0081
 CE0081  VERT ORDER  -  FIRST     CLASS I
 CE0081
 CE0081.The horizontal coordinates were scaled from a topographic map and have
 CE0081.an estimated accuracy of +/- 6 seconds.
 CE0081
 CE0081.The orthometric height was determined by differential leveling
 CE0081.and adjusted by the National Geodetic Survey in November 1996..
 CE0081
 CE0081.The geoid height was determined by GEOID03.
 CE0081
 CE0081.The dynamic height is computed by dividing the NAVD 88
 CE0081.geopotential number by the normal gravity value computed on the
 CE0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0081.degrees latitude (g = 980.6199 gals.).
 CE0081
 CE0081.The modeled gravity was interpolated from observed gravity values.
 CE0081
 CE0081;                    North         East    Units  Estimated Accuracy
 CE0081;SPC TX C     - 3,259,000.      124,910.      MT  (+/- 180 meters Scaled)
 CE0081
 CE0081                          SUPERSEDED SURVEY CONTROL
 CE0081
 CE0081  NAVD 88 (06/15/91) 1184.184  (m)         3885.11   (f) UNKNOWN     1 1
 CE0081  NGVD 29 (??/??/92) 1183.652  (m)         3883.36   (f) ADJ UNCH    1 1
 CE0081
 CE0081.Superseded values are not recommended for survey control.
 CE0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0081.See file dsdata.txt to determine how the superseded data were derived.
 CE0081
 CE0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR662259(NAD 83)
 CE0081_MARKER: DB = BENCH MARK DISK
 CE0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0081_SP_SET: CONCRETE POST
 CE0081_STAMPING: E 110 1932 3883.365
 CE0081_MARK LOGO: CGS   
 CE0081_PROJECTION: PROJECTING 30 CENTIMETERS
 CE0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0081+STABILITY: SURFACE MOTION
 CE0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0081+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 CE0081
 CE0081  HISTORY     - Date     Condition        Report By
 CE0081  HISTORY     - 1932     MONUMENTED       CGS
 CE0081  HISTORY     - 1954     GOOD             NGS
 CE0081  HISTORY     - 1981     GOOD             NGS
 CE0081  HISTORY     - 19921119 GOOD             NGS
 CE0081
 CE0081                          STATION DESCRIPTION
 CE0081
 CE0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CE0081'9.0 MI NE FROM EL PASO.
 CE0081'9.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0081'STATION AT EL PASO, 140 FEET SOUTH OF MILEPOST 1305, 190 FEET EAST OF
 CE0081'EL PASO NATURAL GAS COMPANY WATER TOWER NO. 3, 40 FEET WEST OF THE
 CE0081'WEST RAIL, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 CE0081'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 CE0081
 CE0081                          STATION RECOVERY (1981)
 CE0081
 CE0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0081'THE MARK IS 0.3 M BELOW THE TRACKS.
 CE0081'14.5 KM (9.0 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0081'FROM UNION STATION IN EL PASO, 1.1 KM (0.7 MI)
 CE0081'SOUTHEAST OF HONDO PASS DRIVE, 42.7 METERS (140.0 FT) SOUTHWEST OF
 CE0081'MILEPOST 1305, 12.2 METERS (40.0 FT) NORTHWEST OF THE NEAR RAIL OF
 CE0081'THE SOUTHERN PACIFIC RAILROAD, 11.6 METERS (38.0 FT) NORTHEAST OF
 CE0081'A UTILITY POLE AND 5.5 METERS (18.0 FT) SOUTHEAST OF THE CENTERLINE
 CE0081'OF THE NORTH BOUND LANES OF RAILROAD DRIVE.
 CE0081'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CE0081
 CE0081                          STATION RECOVERY (1992)
 CE0081
 CE0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0081'14.5 KM (9.00 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0081'FROM THE UNION PASSENGER STATION IN EL PASO, 1.1 KM (0.70 MI)
 CE0081'SOUTHWEST OF THE INTERSECTION OF HONDO PASS DRIVE, ALONG THE SOUTHEAST
 CE0081'SIDE OF A CONCRETE DRAINAGE DITCH, 95.5 M (313.3 FT) SOUTHWEST OF
 CE0081'MILEPOST 1305, 12.2 M (40.0 FT) NORTHWEST OF THE NEAR RAIL, 5.5 M
 CE0081'(18.0 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 CE0081'RAILROAD DRIVE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M
 CE0081'(1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.45
 CE0081'M (1.48 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1242 ***********************************************************************
 AY1242  DESIGNATION -  E 1100
 AY1242  PID         -  AY1242
 AY1242  STATE/COUNTY-  TX/MEDINA
 AY1242  USGS QUAD   -  HONDO (1982)
 AY1242
 AY1242                         *CURRENT SURVEY CONTROL
 AY1242  ___________________________________________________________________
 AY1242* NAD 83(1986)-  29 20 16.     (N)    099 14 00.     (W)     SCALED    
 AY1242* NAVD 88     -       272.876  (meters)     895.26   (feet)  POSTED    
 AY1242  ___________________________________________________________________
 AY1242  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AY1242  DYNAMIC HT  -         272.480 (meters)     893.96  (feet)  COMP
 AY1242  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 AY1242
 AY1242  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1242
 AY1242.The horizontal coordinates were scaled from a topographic map and have
 AY1242.an estimated accuracy of +/- 6 seconds.
 AY1242
 AY1242.The orthometric height was determined by differential leveling
 AY1242.and adjusted by the National Geodetic Survey in 1992..
 AY1242.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1242.rate of 0.0 thru 1.0 mm/km.
 AY1242
 AY1242.The geoid height was determined by GEOID03.
 AY1242
 AY1242.The dynamic height is computed by dividing the NAVD 88
 AY1242.geopotential number by the normal gravity value computed on the
 AY1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1242.degrees latitude (g = 980.6199 gals.).
 AY1242
 AY1242.The modeled gravity was interpolated from observed gravity values.
 AY1242
 AY1242;                    North         East    Units  Estimated Accuracy
 AY1242;SPC TXSC     - 4,166,760.      577,340.      MT  (+/- 180 meters Scaled)
 AY1242
 AY1242                          SUPERSEDED SURVEY CONTROL
 AY1242
 AY1242  NGVD 29 (??/??/92)  272.759  (m)          894.88   (f) ADJ UNCH    1 2
 AY1242
 AY1242.Superseded values are not recommended for survey control.
 AY1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1242.See file dsdata.txt to determine how the superseded data were derived.
 AY1242
 AY1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT773454(NAD 83)
 AY1242_MARKER: DB = BENCH MARK DISK
 AY1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1242_STAMPING: E 1100 1957
 AY1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1242+STABILITY: SURFACE MOTION
 AY1242
 AY1242  HISTORY     - Date     Condition        Report By
 AY1242  HISTORY     - 1957     MONUMENTED       CGS
 AY1242  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1242  HISTORY     - 19880821 MARK NOT FOUND   USPSQD
 AY1242  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1242  HISTORY     - 19970430 MARK NOT FOUND   USPSQD
 AY1242  HISTORY     - 20011113 MARK NOT FOUND   USPSQD
 AY1242
 AY1242                          STATION DESCRIPTION
 AY1242
 AY1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1242'2.9 MI E FROM DHANIS.
 AY1242'2.9 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1242'STATION AT DHANIS, 81 FEET EAST OF THE 4TH POLE WEST OF MILEPOST 264,
 AY1242'4 RAILS EAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 43.6 FEET SOUTH
 AY1242'OF THE SOUTH RAIL, 5.5 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS
 AY1242'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AY1242'THE GROUND.
 AY1242
 AY1242                          STATION RECOVERY (1982)
 AY1242
 AY1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1242'NOT RECOVERED THIS DATE.
 AY1242
 AY1242                          STATION RECOVERY (1988)
 AY1242
 AY1242'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1242'MARK NOT FOUND.
 AY1242
 AY1242                          STATION RECOVERY (1995)
 AY1242
 AY1242'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1242'MARK NOT FOUND.
 AY1242
 AY1242                          STATION RECOVERY (1997)
 AY1242
 AY1242'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1242'MARK NOT FOUND.
 AY1242
 AY1242                          STATION RECOVERY (2001)
 AY1242
 AY1242'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0484 ***********************************************************************
 CC0484  DESIGNATION -  E 1101
 CC0484  PID         -  CC0484
 CC0484  STATE/COUNTY-  TX/REEVES
 CC0484  USGS QUAD   -  ORLA SE (1961)
 CC0484
 CC0484                         *CURRENT SURVEY CONTROL
 CC0484  ___________________________________________________________________
 CC0484* NAD 83(1986)-  31 48 37.     (N)    103 48 59.     (W)     SCALED    
 CC0484* NAVD 88     -       835.177  (meters)    2740.08   (feet)  ADJUSTED  
 CC0484  ___________________________________________________________________
 CC0484  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CC0484  DYNAMIC HT  -         833.936 (meters)    2736.01  (feet)  COMP
 CC0484  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 CC0484
 CC0484  VERT ORDER  -  FIRST     CLASS II
 CC0484
 CC0484.The horizontal coordinates were scaled from a topographic map and have
 CC0484.an estimated accuracy of +/- 6 seconds.
 CC0484
 CC0484.The orthometric height was determined by differential leveling
 CC0484.and adjusted by the National Geodetic Survey in June 1991..
 CC0484
 CC0484.The geoid height was determined by GEOID03.
 CC0484
 CC0484.The dynamic height is computed by dividing the NAVD 88
 CC0484.geopotential number by the normal gravity value computed on the
 CC0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0484.degrees latitude (g = 980.6199 gals.).
 CC0484
 CC0484.The modeled gravity was interpolated from observed gravity values.
 CC0484
 CC0484;                    North         East    Units  Estimated Accuracy
 CC0484;SPC TX C     - 3,242,800.      370,260.      MT  (+/- 180 meters Scaled)
 CC0484
 CC0484                          SUPERSEDED SURVEY CONTROL
 CC0484
 CC0484  NGVD 29 (??/??/92)  834.726  (m)         2738.60   (f) ADJ UNCH    1 2
 CC0484
 CC0484.Superseded values are not recommended for survey control.
 CC0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0484.See file dsdata.txt to determine how the superseded data were derived.
 CC0484
 CC0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR120200(NAD 83)
 CC0484_MARKER: DB = BENCH MARK DISK
 CC0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0484_STAMPING: E 1101 1957
 CC0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0484+STABILITY: SURFACE MOTION
 CC0484
 CC0484  HISTORY     - Date     Condition        Report By
 CC0484  HISTORY     - 1957     MONUMENTED       CGS
 CC0484
 CC0484                          STATION DESCRIPTION
 CC0484
 CC0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0484'5.2 MI SE FROM ORLA.
 CC0484'ABOUT 5.2 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0484'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 102 FEET NORTHEAST OF
 CC0484'AND ACROSS THE TRACK FROM THE 1ST POLE SOUTHEAST OF MILEPOST 236, 66
 CC0484'FEET NORTHEAST OF THE NORTHEAST RAIL, 101 FEET SOUTHWEST OF THE CENTER
 CC0484'LINE OF A ROAD, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CC0484'5 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CC0484'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0110 ***********************************************************************
 BP0110  DESIGNATION -  E 1102
 BP0110  PID         -  BP0110
 BP0110  STATE/COUNTY-  TX/BREWSTER
 BP0110  USGS QUAD   -  TESNUS (1968)
 BP0110
 BP0110                         *CURRENT SURVEY CONTROL
 BP0110  ___________________________________________________________________
 BP0110* NAD 83(1986)-  30 06 53.     (N)    102 58 43.     (W)     SCALED    
 BP0110* NAVD 88     -      1182.079  (meters)    3878.20   (feet)  ADJUSTED  
 BP0110  ___________________________________________________________________
 BP0110  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BP0110  DYNAMIC HT  -        1180.167 (meters)    3871.93  (feet)  COMP
 BP0110  MODELED GRAV-     978,983.9   (mgal)                       NAVD 88
 BP0110
 BP0110  VERT ORDER  -  FIRST     CLASS II
 BP0110
 BP0110.The horizontal coordinates were scaled from a topographic map and have
 BP0110.an estimated accuracy of +/- 6 seconds.
 BP0110
 BP0110.The orthometric height was determined by differential leveling
 BP0110.and adjusted by the National Geodetic Survey in June 1991..
 BP0110
 BP0110.The geoid height was determined by GEOID03.
 BP0110
 BP0110.The dynamic height is computed by dividing the NAVD 88
 BP0110.geopotential number by the normal gravity value computed on the
 BP0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0110.degrees latitude (g = 980.6199 gals.).
 BP0110
 BP0110.The modeled gravity was interpolated from observed gravity values.
 BP0110
 BP0110;                    North         East    Units  Estimated Accuracy
 BP0110;SPC TXSC     - 4,259,370.      216,650.      MT  (+/- 180 meters Scaled)
 BP0110
 BP0110                          SUPERSEDED SURVEY CONTROL
 BP0110
 BP0110  NGVD 29 (??/??/92) 1181.722  (m)         3877.03   (f) ADJ UNCH    1 2
 BP0110
 BP0110.Superseded values are not recommended for survey control.
 BP0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0110.See file dsdata.txt to determine how the superseded data were derived.
 BP0110
 BP0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP947332(NAD 83)
 BP0110_MARKER: DB = BENCH MARK DISK
 BP0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0110_STAMPING: E 1102 1957
 BP0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0110+STABILITY: SURFACE MOTION
 BP0110
 BP0110  HISTORY     - Date     Condition        Report By
 BP0110  HISTORY     - 1957     MONUMENTED       CGS
 BP0110
 BP0110                          STATION DESCRIPTION
 BP0110
 BP0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0110'19.0 MI SE FROM MARATHON.
 BP0110'ABOUT 19.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0110'FROM THE STATION AT MARATHON, 43 FEET SOUTHEAST OF THE 1ST POLE
 BP0110'NORTHWEST OF MILEPOST 557, 51 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 BP0110'RAIL, 4 FEET SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY FENCE, 2 FEET
 BP0110'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 BP0110'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0119 ***********************************************************************
 BQ0119  DESIGNATION -  E 1104
 BQ0119  PID         -  BQ0119
 BQ0119  STATE/COUNTY-  TX/PRESIDIO
 BQ0119  USGS QUAD   -  MARFA (1983)
 BQ0119
 BQ0119                         *CURRENT SURVEY CONTROL
 BQ0119  ___________________________________________________________________
 BQ0119* NAD 83(1986)-  30 18 31.     (N)    104 01 50.     (W)     SCALED    
 BQ0119* NAVD 88     -      1435.395  (meters)    4709.29   (feet)  ADJUSTED  
 BQ0119  ___________________________________________________________________
 BQ0119  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 BQ0119  DYNAMIC HT  -        1432.998 (meters)    4701.43  (feet)  COMP
 BQ0119  MODELED GRAV-     978,921.2   (mgal)                       NAVD 88
 BQ0119
 BQ0119  VERT ORDER  -  FIRST     CLASS II
 BQ0119
 BQ0119.The horizontal coordinates were scaled from a topographic map and have
 BQ0119.an estimated accuracy of +/- 6 seconds.
 BQ0119
 BQ0119.The orthometric height was determined by differential leveling
 BQ0119.and adjusted by the National Geodetic Survey in June 1991..
 BQ0119
 BQ0119.The geoid height was determined by GEOID03.
 BQ0119
 BQ0119.The dynamic height is computed by dividing the NAVD 88
 BQ0119.geopotential number by the normal gravity value computed on the
 BQ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0119.degrees latitude (g = 980.6199 gals.).
 BQ0119
 BQ0119.The modeled gravity was interpolated from observed gravity values.
 BQ0119
 BQ0119;                    North         East    Units  Estimated Accuracy
 BQ0119;SPC TXSC     - 4,284,740.      116,280.      MT  (+/- 180 meters Scaled)
 BQ0119
 BQ0119                          SUPERSEDED SURVEY CONTROL
 BQ0119
 BQ0119  NGVD 29 (??/??/92) 1434.806  (m)         4707.36   (f) ADJ UNCH    1 2
 BQ0119
 BQ0119.Superseded values are not recommended for survey control.
 BQ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0119.See file dsdata.txt to determine how the superseded data were derived.
 BQ0119
 BQ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP932533(NAD 83)
 BQ0119_MARKER: DB = BENCH MARK DISK
 BQ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0119_STAMPING: E 1104 1957
 BQ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0119+STABILITY: SURFACE MOTION
 BQ0119
 BQ0119  HISTORY     - Date     Condition        Report By
 BQ0119  HISTORY     - 1957     MONUMENTED       CGS
 BQ0119  HISTORY     - 19961009 GOOD             USPSQD
 BQ0119
 BQ0119                          STATION DESCRIPTION
 BQ0119
 BQ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0119'0.6 MI W FROM MARFA.
 BQ0119'ABOUT 0.6 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BQ0119'STATION AT MARFA, 9 FEET EAST OF THE 10TH POLE WEST OF MILEPOST 633,
 BQ0119'33 FEET SOUTH OF THE SOUTH RAIL, 0.1 MILE WEST OF A ROAD CROSSING, 56
 BQ0119'1/2 FEET SOUTHWEST OF SEMAPHORE 633.4, IN LINE WITH A ROW OF TELEPHONE
 BQ0119'POLES, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 BQ0119'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BQ0119'PROJECTING 7 INCHES.
 BQ0119
 BQ0119                          STATION RECOVERY (1996)
 BQ0119
 BQ0119'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0363 ***********************************************************************
 BP0363  DESIGNATION -  E 1105
 BP0363  PID         -  BP0363
 BP0363  STATE/COUNTY-  TX/BREWSTER
 BP0363  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0363
 BP0363                         *CURRENT SURVEY CONTROL
 BP0363  ___________________________________________________________________
 BP0363* NAD 83(1986)-  30 21 44.     (N)    103 38 58.     (W)     SCALED    
 BP0363* NAVD 88     -      1381.850  (meters)    4533.62   (feet)  ADJUSTED  
 BP0363  ___________________________________________________________________
 BP0363  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 BP0363  DYNAMIC HT  -        1379.610 (meters)    4526.27  (feet)  COMP
 BP0363  MODELED GRAV-     978,971.8   (mgal)                       NAVD 88
 BP0363  OBS GRAVITY -     978,973.1   (mgal)                       GRAV_OBS
 BP0363
 BP0363  VERT ORDER  -  FIRST     CLASS I
 BP0363
 BP0363.The horizontal coordinates were scaled from a topographic map and have
 BP0363.an estimated accuracy of +/- 6 seconds.
 BP0363
 BP0363.The orthometric height was determined by differential leveling
 BP0363.and adjusted by the National Geodetic Survey in June 1991..
 BP0363
 BP0363.The geoid height was determined by GEOID03.
 BP0363
 BP0363.The dynamic height is computed by dividing the NAVD 88
 BP0363.geopotential number by the normal gravity value computed on the
 BP0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0363.degrees latitude (g = 980.6199 gals.).
 BP0363
 BP0363.The modeled gravity was interpolated from observed gravity values.
 BP0363.The observed gravity was obtained from relative gravimeter ties
 BP0363.to the IGSN71 gravity network.
 BP0363
 BP0363;                    North         East    Units  Estimated Accuracy
 BP0363;SPC TXSC     - 4,289,170.      153,140.      MT  (+/- 180 meters Scaled)
 BP0363
 BP0363                          SUPERSEDED SURVEY CONTROL
 BP0363
 BP0363  NGVD 29 (??/??/92) 1381.393  (m)         4532.12   (f) ADJ UNCH    1 1
 BP0363
 BP0363.Superseded values are not recommended for survey control.
 BP0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0363.See file dsdata.txt to determine how the superseded data were derived.
 BP0363
 BP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP297596(NAD 83)
 BP0363_MARKER: DB = BENCH MARK DISK
 BP0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0363_SP_SET: LIMESTONE BLOCK
 BP0363_STAMPING: E 1105 1957
 BP0363_MARK LOGO: CGS   
 BP0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0363
 BP0363  HISTORY     - Date     Condition        Report By
 BP0363  HISTORY     - 1957     MONUMENTED       CGS
 BP0363  HISTORY     - 1973     MARK NOT FOUND   USGS
 BP0363  HISTORY     - 1977     GOOD             NGS
 BP0363  HISTORY     - 1981     GOOD             NGS
 BP0363  HISTORY     - 19961007 GOOD             USPSQD
 BP0363
 BP0363                          STATION DESCRIPTION
 BP0363
 BP0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0363'0.85 MI NE FROM ALPINE.
 BP0363'ABOUT 0.8 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE TEXAS AND NEW
 BP0363'ORLEANS RAILROAD STATION AT ALPINE TO THE SOUTHWEST ENTRANCE OF SUL
 BP0363'ROSS COLLEGE, THENCE 0.05 MILE NORTH TO LAWRENCE HALL, IN THE TOP OF A
 BP0363'LIMESTONE BLOCK AT THE NORTHEAST END OF THE LANDING AT THE SOUTHEAST
 BP0363'AND MAIN ENTRANCE TO THE DORMITORY, 18 FEET NORTHEAST OF THE CENTER
 BP0363'LINE OF THE ENTRANCE, 9 FEET SOUTHEAST OF THE SOUTHEAST FACE OF THE
 BP0363'BUILDING, 1 1/2 FEET NORTH OF THE MOST NORTHEASTERLY STONE PILLAR, AND
 BP0363'3 FEET ABOVE THE GROUND.
 BP0363
 BP0363                          STATION RECOVERY (1973)
 BP0363
 BP0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BP0363'MARK NOT FOUND.
 BP0363
 BP0363                          STATION RECOVERY (1977)
 BP0363
 BP0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0363'0.8 MILE NORTHEAST ALONG US HIGHWAY 90 FROM THE TEXAS AND NEW
 BP0363'ORLEANS RAILROAD STATION AT ALPINE, AT THE SUL ROSS STATE UNIVERSITY,
 BP0363'AT THE SOUTHEAST MAIN ENTRANCE TO LAWRENCE HALL, IN THE TOP OF A
 BP0363'LIMESTONE BLOCK AT THE NORTHEAST END OF THE LANDING, 9 FT. SOUTHEAST
 BP0363'OF THE SOUTHEAST FACE OF THE BUILDING, 1.5 FT. NORTH OF THE NORTH
 BP0363'EDGE OF THE MOST NORTHEASTERLY STONE PILLAR, 18 FT. NORTHEAST 0F
 BP0363'THE CENTER OF THE ENTRANCE, AND 264 FT. NORTHWEST OF THE CENTER
 BP0363'LINE OF THE HIGHWAY.
 BP0363
 BP0363                          STATION RECOVERY (1981)
 BP0363
 BP0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0363'IN ALPINE, AT SUL ROSS STATE UNIVERSITY, IN THE TOP OF A LIMESTONE
 BP0363'BLOCK AT THE NORTHEAST END OF THE LANDING OF THE MAIN ENTRANCE TO
 BP0363'LAWRENCE HALL, 5.5 METERS (18.0 FT) NORTHEAST OF THE CENTER OF THE
 BP0363'ENTRANCE, 2.7 METERS (8.9 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE
 BP0363'BUILDING AND 0.5 METER (1.6 FT) NORTH OF THE MOST NORTHEASTERLY STONE
 BP0363'PILLAR.
 BP0363'THE MARK IS 0.9 M ABOVE THE GROUND.
 BP0363
 BP0363                          STATION RECOVERY (1996)
 BP0363
 BP0363'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0040 ***********************************************************************
 BP0040  DESIGNATION -  E 1106
 BP0040  PID         -  BP0040
 BP0040  STATE/COUNTY-  TX/TERRELL
 BP0040  USGS QUAD   -  SANDERSON (1969)
 BP0040
 BP0040                         *CURRENT SURVEY CONTROL
 BP0040  ___________________________________________________________________
 BP0040* NAD 83(1986)-  30 08 44.     (N)    102 26 02.     (W)     SCALED    
 BP0040* NAVD 88     -       873.760  (meters)    2866.66   (feet)  ADJUSTED  
 BP0040  ___________________________________________________________________
 BP0040  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BP0040  DYNAMIC HT  -         872.409 (meters)    2862.23  (feet)  COMP
 BP0040  MODELED GRAV-     979,066.6   (mgal)                       NAVD 88
 BP0040
 BP0040  VERT ORDER  -  FIRST     CLASS II
 BP0040
 BP0040.The horizontal coordinates were scaled from a topographic map and have
 BP0040.an estimated accuracy of +/- 6 seconds.
 BP0040
 BP0040.The orthometric height was determined by differential leveling
 BP0040.and adjusted by the National Geodetic Survey in June 1991..
 BP0040
 BP0040.The geoid height was determined by GEOID03.
 BP0040
 BP0040.The dynamic height is computed by dividing the NAVD 88
 BP0040.geopotential number by the normal gravity value computed on the
 BP0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0040.degrees latitude (g = 980.6199 gals.).
 BP0040
 BP0040.The modeled gravity was interpolated from observed gravity values.
 BP0040
 BP0040;                    North         East    Units  Estimated Accuracy
 BP0040;SPC TXSC     - 4,261,120.      269,220.      MT  (+/- 180 meters Scaled)
 BP0040
 BP0040                          SUPERSEDED SURVEY CONTROL
 BP0040
 BP0040  NGVD 29 (??/??/92)  873.479  (m)         2865.74   (f) ADJ UNCH    1 2
 BP0040
 BP0040.Superseded values are not recommended for survey control.
 BP0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0040.See file dsdata.txt to determine how the superseded data were derived.
 BP0040
 BP0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP471376(NAD 83)
 BP0040_MARKER: DB = BENCH MARK DISK
 BP0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0040_SP_SET: CULVERT
 BP0040_STAMPING: E 1106 1957
 BP0040_MARK LOGO: CGS   
 BP0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0040
 BP0040  HISTORY     - Date     Condition        Report By
 BP0040  HISTORY     - 1957     MONUMENTED       CGS
 BP0040  HISTORY     - 1981     GOOD             NGS
 BP0040
 BP0040                          STATION DESCRIPTION
 BP0040
 BP0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0040'2.15 MI W FROM SANDERSON.
 BP0040'ABOUT 2.15 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0040'THE STATION AT SANDERSON, 1 1/2 POLES WEST OF MILEPOST 518, IN THE TOP
 BP0040'OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A 3-CHANNEL U. S.
 BP0040'HIGHWAY 90 CULVERT, 162 FEET NORTH OF THE NORTH RAIL, ABOUT 0.35 MILE
 BP0040'EAST OF A ROAD CROSSING, 25 FEET SOUTH OF THE CENTER LINE OF THE
 BP0040'HIGHWAY, AND ON THE OUTSIDE OF A LONG CURVE.
 BP0040
 BP0040                          STATION RECOVERY (1981)
 BP0040
 BP0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0040'3.5 KM (2.15 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BP0040'RAILROAD STATION IN SANDERSON, 0.6 KM (0.35 MI) EAST OF A GRAVELED
 BP0040'ROAD CROSSING, IN TOP AND 0.3 METERS (1.0 FT) WEST OF THE EAST END OF
 BP0040'THE SOUTH HEADWALL OF A 3-CHANNEL CONCRETE CULVERT UNDER U.S. HIGHWAY
 BP0040'90, 81.7 METERS (268.0 FT) NORTHWEST OF MILEPOST 518, 49.4 METERS
 BP0040'(162.1 FT) NORTH OF THE NEAR RAIL AND 7.6 METERS (24.9 FT) SOUTH OF
 BP0040'THE CENTERLINE OF THE HIGHWAY.
 BP0040'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0073 ***********************************************************************
 BP0073  DESIGNATION -  E 1107
 BP0073  PID         -  BP0073
 BP0073  STATE/COUNTY-  TX/TERRELL
 BP0073  USGS QUAD   -  MOFETA (1969)
 BP0073
 BP0073                         *CURRENT SURVEY CONTROL
 BP0073  ___________________________________________________________________
 BP0073* NAD 83(1986)-  30 03 01.     (N)    102 08 38.     (W)     SCALED    
 BP0073* NAVD 88     -       661.550  (meters)    2170.44   (feet)  ADJUSTED  
 BP0073  ___________________________________________________________________
 BP0073  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BP0073  DYNAMIC HT  -         660.551 (meters)    2167.16  (feet)  COMP
 BP0073  MODELED GRAV-     979,112.1   (mgal)                       NAVD 88
 BP0073
 BP0073  VERT ORDER  -  FIRST     CLASS II
 BP0073
 BP0073.The horizontal coordinates were scaled from a topographic map and have
 BP0073.an estimated accuracy of +/- 6 seconds.
 BP0073
 BP0073.The orthometric height was determined by differential leveling
 BP0073.and adjusted by the National Geodetic Survey in June 1991..
 BP0073
 BP0073.The geoid height was determined by GEOID03.
 BP0073
 BP0073.The dynamic height is computed by dividing the NAVD 88
 BP0073.geopotential number by the normal gravity value computed on the
 BP0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0073.degrees latitude (g = 980.6199 gals.).
 BP0073
 BP0073.The modeled gravity was interpolated from observed gravity values.
 BP0073
 BP0073;                    North         East    Units  Estimated Accuracy
 BP0073;SPC TXSC     - 4,249,780.      296,870.      MT  (+/- 180 meters Scaled)
 BP0073
 BP0073                          SUPERSEDED SURVEY CONTROL
 BP0073
 BP0073  NGVD 29 (??/??/92)  661.352  (m)         2169.79   (f) ADJ UNCH    1 2
 BP0073
 BP0073.Superseded values are not recommended for survey control.
 BP0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0073.See file dsdata.txt to determine how the superseded data were derived.
 BP0073
 BP0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP753277(NAD 83)
 BP0073_MARKER: DB = BENCH MARK DISK
 BP0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0073_SP_SET: ABUTMENT
 BP0073_STAMPING: E 1107 1957
 BP0073_MARK LOGO: CGS   
 BP0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0073
 BP0073  HISTORY     - Date     Condition        Report By
 BP0073  HISTORY     - 1957     MONUMENTED       CGS
 BP0073  HISTORY     - 1958     GOOD             NGS
 BP0073  HISTORY     - 1981     GOOD             NGS
 BP0073
 BP0073                          STATION DESCRIPTION
 BP0073
 BP0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0073'1.85 MI NW FROM DRYDEN.
 BP0073'ABOUT 1.85 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0073'FROM THE STATION AT DRYDEN, 44 FEET NORTH OF MILEPOST 487, IN THE TOP
 BP0073'OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NUMBER
 BP0073'486.97, 5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 1/2 FEET BELOW THE
 BP0073'LEVEL OF THE TRACK.
 BP0073
 BP0073                          STATION RECOVERY (1981)
 BP0073
 BP0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0073'3.0 KM (1.85 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0073'IN DRYDEN, IN TOP OF THE SOUTH END OF THE EAST ABUTMENT OF RAILROAD
 BP0073'BRIDGE NUMBER 486.97, 51.2 METERS (168.0 FT) NORTH OF THE CENTERLINE
 BP0073'OF THE HIGHWAY, 13.4 METERS (44.0 FT) NORTH OF RAILROAD MILEPOST 487
 BP0073'AND 1.5 METERS (4.9 FT) SOUTH OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 BP0073'RAILROAD.
 BP0073'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0590 ***********************************************************************
 CD0590  DESIGNATION -  E 1108
 CD0590  PID         -  CD0590
 CD0590  STATE/COUNTY-  TX/HUDSPETH
 CD0590  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0590
 CD0590                         *CURRENT SURVEY CONTROL
 CD0590  ___________________________________________________________________
 CD0590* NAD 83(1986)-  31 04 42.     (N)    105 09 03.     (W)     SCALED    
 CD0590* NAVD 88     -      1334.016  (meters)    4376.68   (feet)  ADJUSTED  
 CD0590  ___________________________________________________________________
 CD0590  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CD0590  DYNAMIC HT  -        1331.888 (meters)    4369.70  (feet)  COMP
 CD0590  MODELED GRAV-     978,999.5   (mgal)                       NAVD 88
 CD0590
 CD0590  VERT ORDER  -  FIRST     CLASS II
 CD0590
 CD0590.The horizontal coordinates were scaled from a topographic map and have
 CD0590.an estimated accuracy of +/- 6 seconds.
 CD0590
 CD0590.The orthometric height was determined by differential leveling
 CD0590.and adjusted by the National Geodetic Survey in June 1991..
 CD0590
 CD0590.The geoid height was determined by GEOID03.
 CD0590
 CD0590.The dynamic height is computed by dividing the NAVD 88
 CD0590.geopotential number by the normal gravity value computed on the
 CD0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0590.degrees latitude (g = 980.6199 gals.).
 CD0590
 CD0590.The modeled gravity was interpolated from observed gravity values.
 CD0590
 CD0590;                    North         East    Units  Estimated Accuracy
 CD0590;SPC TX C     - 3,166,440.      240,480.      MT  (+/- 180 meters Scaled)
 CD0590
 CD0590                          SUPERSEDED SURVEY CONTROL
 CD0590
 CD0590  NGVD 29 (??/??/92) 1333.449  (m)         4374.82   (f) ADJ UNCH    1 2
 CD0590
 CD0590.Superseded values are not recommended for survey control.
 CD0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0590.See file dsdata.txt to determine how the superseded data were derived.
 CD0590
 CD0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ856382(NAD 83)
 CD0590_MARKER: DB = BENCH MARK DISK
 CD0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0590_STAMPING: E 1108 1957
 CD0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0590+STABILITY: SURFACE MOTION
 CD0590
 CD0590  HISTORY     - Date     Condition        Report By
 CD0590  HISTORY     - 1957     MONUMENTED       CGS
 CD0590
 CD0590                          STATION DESCRIPTION
 CD0590
 CD0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0590'9.3 MI NW FROM HOT WELLS.
 CD0590'ABOUT 9.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0590'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 84 FEET NORTH OF AND
 CD0590'ACROSS THE TRACK FROM MILEPOST 723, 36 FEET NORTH-NORTHEAST OF THE
 CD0590'NEAR RAIL OF THE MAIN TRACK, 2 1/2 RAILS EAST OF THE WEST END OF THE
 CD0590'BOLA SIDING, 6 FEET NORTH OF A TELEPHONE POLE, 2 1/2 FEET EAST OF A
 CD0590'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 CD0590'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0594 ***********************************************************************
 CD0594  DESIGNATION -  E 1109
 CD0594  PID         -  CD0594
 CD0594  STATE/COUNTY-  TX/HUDSPETH
 CD0594  USGS QUAD   -  ALLAMOORE (1964)
 CD0594
 CD0594                         *CURRENT SURVEY CONTROL
 CD0594  ___________________________________________________________________
 CD0594* NAD 83(1986)-  31 03 00.     (N)    105 05 33.     (W)     SCALED    
 CD0594* NAVD 88     -      1327.514  (meters)    4355.35   (feet)  ADJUSTED  
 CD0594  ___________________________________________________________________
 CD0594  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CD0594  DYNAMIC HT  -        1325.390 (meters)    4348.38  (feet)  COMP
 CD0594  MODELED GRAV-     978,994.7   (mgal)                       NAVD 88
 CD0594
 CD0594  VERT ORDER  -  FIRST     CLASS II
 CD0594
 CD0594.The horizontal coordinates were scaled from a topographic map and have
 CD0594.an estimated accuracy of +/- 6 seconds.
 CD0594
 CD0594.The orthometric height was determined by differential leveling
 CD0594.and adjusted by the National Geodetic Survey in June 1991..
 CD0594
 CD0594.The geoid height was determined by GEOID03.
 CD0594
 CD0594.The dynamic height is computed by dividing the NAVD 88
 CD0594.geopotential number by the normal gravity value computed on the
 CD0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0594.degrees latitude (g = 980.6199 gals.).
 CD0594
 CD0594.The modeled gravity was interpolated from observed gravity values.
 CD0594
 CD0594;                    North         East    Units  Estimated Accuracy
 CD0594;SPC TX C     - 3,163,060.      245,910.      MT  (+/- 180 meters Scaled)
 CD0594
 CD0594                          SUPERSEDED SURVEY CONTROL
 CD0594
 CD0594  NGVD 29 (??/??/92) 1326.946  (m)         4353.49   (f) ADJ UNCH    1 2
 CD0594
 CD0594.Superseded values are not recommended for survey control.
 CD0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0594.See file dsdata.txt to determine how the superseded data were derived.
 CD0594
 CD0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ911351(NAD 83)
 CD0594_MARKER: DB = BENCH MARK DISK
 CD0594_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0594_SP_SET: 51 FT.
 CD0594_STAMPING: E 1109 1957
 CD0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0594
 CD0594  HISTORY     - Date     Condition        Report By
 CD0594  HISTORY     - 1957     MONUMENTED       CGS
 CD0594
 CD0594                          STATION DESCRIPTION
 CD0594
 CD0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0594'5.3 MI NW FROM HOT WELLS.
 CD0594'ABOUT 5.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0594'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 78 FEET SOUTHEAST OF
 CD0594'MILEPOST 719, 94 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 4 RAILS WEST
 CD0594'OF SEMAPHORE NUMBER 719.0, 2 FEET NORTH OF A FENCE, 2 FEET WEST OF A
 CD0594'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 CD0594'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A
 CD0594'DEPTH OF 51 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0229 ***********************************************************************
 CB0229  DESIGNATION -  E 111
 CB0229  PID         -  CB0229
 CB0229  STATE/COUNTY-  TX/STERLING
 CB0229  USGS QUAD   -  STERLING CITY (1972)
 CB0229
 CB0229                         *CURRENT SURVEY CONTROL
 CB0229  ___________________________________________________________________
 CB0229* NAD 83(1986)-  31 50 32.     (N)    100 59 04.     (W)     SCALED    
 CB0229* NAVD 88     -       701.210  (meters)    2300.55   (feet)  ADJUSTED  
 CB0229  ___________________________________________________________________
 CB0229  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 CB0229  DYNAMIC HT  -         700.250 (meters)    2297.40  (feet)  COMP
 CB0229  MODELED GRAV-     979,248.7   (mgal)                       NAVD 88
 CB0229
 CB0229  VERT ORDER  -  FIRST     CLASS II
 CB0229
 CB0229.The horizontal coordinates were scaled from a topographic map and have
 CB0229.an estimated accuracy of +/- 6 seconds.
 CB0229
 CB0229.The orthometric height was determined by differential leveling
 CB0229.and adjusted by the National Geodetic Survey in June 1991..
 CB0229
 CB0229.The geoid height was determined by GEOID03.
 CB0229
 CB0229.The dynamic height is computed by dividing the NAVD 88
 CB0229.geopotential number by the normal gravity value computed on the
 CB0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0229.degrees latitude (g = 980.6199 gals.).
 CB0229
 CB0229.The modeled gravity was interpolated from observed gravity values.
 CB0229
 CB0229;                    North         East    Units  Estimated Accuracy
 CB0229;SPC TX C     - 3,241,360.      638,370.      MT  (+/- 180 meters Scaled)
 CB0229
 CB0229                          SUPERSEDED SURVEY CONTROL
 CB0229
 CB0229  NGVD 29 (??/??/92)  700.990  (m)         2299.83   (f) ADJ UNCH    1 2
 CB0229
 CB0229.Superseded values are not recommended for survey control.
 CB0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0229.See file dsdata.txt to determine how the superseded data were derived.
 CB0229
 CB0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA122246(NAD 83)
 CB0229_MARKER: DB = BENCH MARK DISK
 CB0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0229_SP_SET: STEP
 CB0229_STAMPING: E 111 1933 2299.831
 CB0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB0229+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2003
 CB0229
 CB0229  HISTORY     - Date     Condition        Report By
 CB0229  HISTORY     - 1933     MONUMENTED       CGS
 CB0229  HISTORY     - 1961     GOOD             NGS
 CB0229  HISTORY     - 1973     GOOD             TXHD
 CB0229  HISTORY     - 20030902 GOOD             INDIV
 CB0229
 CB0229                          STATION DESCRIPTION
 CB0229
 CB0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CB0229'0.6 MI NE FROM STERLING CITY.
 CB0229'0.15 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE AT
 CB0229'STERLING CITY, THENCE 0.45 MILE NORTH ALONG A CITY STREET, ABOUT 0.1
 CB0229'MILE NORTHWEST OF THE CITY WATER TANK, SET IN THE TOP OF THE EAST END
 CB0229'OF THE BOTTOM STEP AT THE NORTH ENTRANCE TO THE WAITING ROOM OF THE
 CB0229'ABANDONED GULF, COLORADO AND SANTA FE RAILROAD STATION, 22 FEET EAST
 CB0229'OF THE NORTHWEST CORNER OF THE STATION, AND ABOUT 6 INCHES ABOVE A
 CB0229'BRICK WALK.
 CB0229
 CB0229                          STATION RECOVERY (1973)
 CB0229
 CB0229'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0229'RECOVERED IN GOOD CONDITION.
 CB0229
 CB0229                          STATION RECOVERY (2003)
 CB0229
 CB0229'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CB0229'UNDER PVC CAP IN STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0083 ***********************************************************************
 BQ0083  DESIGNATION -  E 1110
 BQ0083  PID         -  BQ0083
 BQ0083  STATE/COUNTY-  TX/PRESIDIO
 BQ0083  USGS QUAD   -  RYAN (1983)
 BQ0083
 BQ0083                         *CURRENT SURVEY CONTROL
 BQ0083  ___________________________________________________________________
 BQ0083* NAD 83(1986)-  30 27 18.     (N)    104 19 48.     (W)     SCALED    
 BQ0083* NAVD 88     -      1441.799  (meters)    4730.30   (feet)  ADJUSTED  
 BQ0083  ___________________________________________________________________
 BQ0083  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BQ0083  DYNAMIC HT  -        1439.388 (meters)    4722.39  (feet)  COMP
 BQ0083  MODELED GRAV-     978,919.0   (mgal)                       NAVD 88
 BQ0083
 BQ0083  VERT ORDER  -  FIRST     CLASS II
 BQ0083
 BQ0083.The horizontal coordinates were scaled from a topographic map and have
 BQ0083.an estimated accuracy of +/- 6 seconds.
 BQ0083
 BQ0083.The orthometric height was determined by differential leveling
 BQ0083.and adjusted by the National Geodetic Survey in June 1991..
 BQ0083
 BQ0083.The geoid height was determined by GEOID03.
 BQ0083
 BQ0083.The dynamic height is computed by dividing the NAVD 88
 BQ0083.geopotential number by the normal gravity value computed on the
 BQ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0083.degrees latitude (g = 980.6199 gals.).
 BQ0083
 BQ0083.The modeled gravity was interpolated from observed gravity values.
 BQ0083
 BQ0083;                    North         East    Units  Estimated Accuracy
 BQ0083;SPC TXSC     - 4,302,230.       88,240.      MT  (+/- 180 meters Scaled)
 BQ0083
 BQ0083                          SUPERSEDED SURVEY CONTROL
 BQ0083
 BQ0083  NGVD 29 (??/??/92) 1441.186  (m)         4728.29   (f) ADJ UNCH    1 2
 BQ0083
 BQ0083.Superseded values are not recommended for survey control.
 BQ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0083.See file dsdata.txt to determine how the superseded data were derived.
 BQ0083
 BQ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP643693(NAD 83)
 BQ0083_MARKER: DB = BENCH MARK DISK
 BQ0083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0083_SP_SET: 22 FEET
 BQ0083_STAMPING: E 1110 1957
 BQ0083_MARK LOGO: CGS   
 BQ0083_PROJECTION: FLUSH
 BQ0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0083_ROD/PIPE-DEPTH: 6.7  meters
 BQ0083
 BQ0083  HISTORY     - Date     Condition        Report By
 BQ0083  HISTORY     - 1957     MONUMENTED       CGS
 BQ0083  HISTORY     - 1981     GOOD             NGS
 BQ0083  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BQ0083  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0083
 BQ0083                          STATION DESCRIPTION
 BQ0083
 BQ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0083'13.3 MI SE FROM VALENTINE.
 BQ0083'ABOUT 13.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0083'FROM THE STATION AT VALENTINE, 5 FEET SOUTHWEST OF THE 15TH POLE
 BQ0083'SOUTHEAST OF MILEPOST 655, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 BQ0083'111 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 90, 87 FEET
 BQ0083'NORTHWEST OF A ROAD SIDE TABLE, 3 FEET NORTHWEST OF A WHITE WOODEN
 BQ0083'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 BQ0083'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 22
 BQ0083'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 BQ0083
 BQ0083                          STATION RECOVERY (1981)
 BQ0083
 BQ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0083'22.0 KM (13.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0083'IN VALENTINE, AT A SMALL REST AREA, 33.8 METERS (111.0 FT) NORTHEAST
 BQ0083'OF THE CENTERLINE OF THE HIGHWAY, 26.5 METERS (87.0 FT) NORTHWEST OF
 BQ0083'THE NORTHWEST EDGE OF A ROCK ROADSIDE TABLE, AND 14.0 METERS (46.0 FT)
 BQ0083'SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD.  NOTE=THE
 BQ0083'SIDES OF THE DISK ARE BENT DOWN, BUT THERE IS STILL A GOOD HIGH POINT.
 BQ0083'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 BQ0083'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0083
 BQ0083                          STATION RECOVERY (1989)
 BQ0083
 BQ0083'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0083'MARK NOT FOUND.
 BQ0083
 BQ0083                          STATION RECOVERY (1996)
 BQ0083
 BQ0083'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0493 ***********************************************************************
 BQ0493  DESIGNATION -  E 1110 RESET
 BQ0493  PID         -  BQ0493
 BQ0493  STATE/COUNTY-  TX/PRESIDIO
 BQ0493  USGS QUAD   -  RYAN (1983)
 BQ0493
 BQ0493                         *CURRENT SURVEY CONTROL
 BQ0493  ___________________________________________________________________
 BQ0493* NAD 83(1986)-  30 27 18.     (N)    104 19 48.     (W)     SCALED    
 BQ0493* NAVD 88     -      1441.81   (meters)    4730.3    (feet)  RESET     
 BQ0493  ___________________________________________________________________
 BQ0493  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BQ0493
 BQ0493  VERT ORDER  -  THIRD
 BQ0493
 BQ0493.The horizontal coordinates were scaled from a topographic map and have
 BQ0493.an estimated accuracy of +/- 6 seconds.
 BQ0493
 BQ0493.The orthometric height was computed from unverified reset data.
 BQ0493
 BQ0493.The geoid height was determined by GEOID03.
 BQ0493
 BQ0493;                    North         East    Units  Estimated Accuracy
 BQ0493;SPC TXSC     - 4,302,230.       88,240.      MT  (+/- 180 meters Scaled)
 BQ0493
 BQ0493                          SUPERSEDED SURVEY CONTROL
 BQ0493
 BQ0493  NGVD 29 (01/29/03) 1441.19   (m)         4728.3    (f) RESET       3  
 BQ0493
 BQ0493.Superseded values are not recommended for survey control.
 BQ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0493.See file dsdata.txt to determine how the superseded data were derived.
 BQ0493
 BQ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP643693(NAD 83)
 BQ0493_MARKER: DV = VERTICAL CONTROL DISK
 BQ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0493_SP_SET: CONCRETE POST
 BQ0493_STAMPING: E 1110 RESET 1983
 BQ0493_MARK LOGO: NGS   
 BQ0493_MAGNETIC: N = NO MAGNETIC MATERIAL
 BQ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0493+STABILITY: SURFACE MOTION
 BQ0493
 BQ0493  HISTORY     - Date     Condition        Report By
 BQ0493  HISTORY     - 1983     MONUMENTED       NGS
 BQ0493  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0493
 BQ0493                          STATION DESCRIPTION
 BQ0493
 BQ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BQ0493'ABOUT 21.28 KM (13.20 MI) SOUTHEAST ALONG US HIGHWAY 90 FROM THE MAIN
 BQ0493'INTERSECTION IN VALENTINE, 6.10 M (20.01 FT) NORTHEAST OF THE CENTER
 BQ0493'OF THE HIGHWAY, 43.28 M (141.99 FT) SOUTHWEST OF THE SOUTHWEST RAIL
 BQ0493'OF A RAILROAD TRACK AND AT THE WEST EDGE OF A ROADSIDE PARK.
 BQ0493
 BQ0493                          STATION RECOVERY (1996)
 BQ0493
 BQ0493'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0230 ***********************************************************************
 AZ0230  DESIGNATION -  E 1111
 AZ0230  PID         -  AZ0230
 AZ0230  STATE/COUNTY-  TX/VAL VERDE
 AZ0230  USGS QUAD   -  SHUMLA (1973)
 AZ0230
 AZ0230                         *CURRENT SURVEY CONTROL
 AZ0230  ___________________________________________________________________
 AZ0230* NAD 83(1986)-  29 48 43.     (N)    101 29 42.     (W)     SCALED    
 AZ0230* NAVD 88     -       452.449  (meters)    1484.41   (feet)  POSTED    
 AZ0230  ___________________________________________________________________
 AZ0230  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AZ0230  DYNAMIC HT  -         451.790 (meters)    1482.25  (feet)  COMP
 AZ0230  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 AZ0230
 AZ0230  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0230
 AZ0230.The horizontal coordinates were scaled from a topographic map and have
 AZ0230.an estimated accuracy of +/- 6 seconds.
 AZ0230
 AZ0230.The orthometric height was determined by differential leveling
 AZ0230.and adjusted by the National Geodetic Survey in 1992..
 AZ0230.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0230.rate of 1.1 thru 2.0 mm/km.
 AZ0230
 AZ0230.The geoid height was determined by GEOID03.
 AZ0230
 AZ0230.The dynamic height is computed by dividing the NAVD 88
 AZ0230.geopotential number by the normal gravity value computed on the
 AZ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0230.degrees latitude (g = 980.6199 gals.).
 AZ0230
 AZ0230.The modeled gravity was interpolated from observed gravity values.
 AZ0230
 AZ0230;                    North         East    Units  Estimated Accuracy
 AZ0230;SPC TXSC     - 4,221,860.      358,860.      MT  (+/- 180 meters Scaled)
 AZ0230
 AZ0230                          SUPERSEDED SURVEY CONTROL
 AZ0230
 AZ0230  NGVD 29 (??/??/92)  452.336  (m)         1484.04   (f) ADJ UNCH    1 2
 AZ0230
 AZ0230.Superseded values are not recommended for survey control.
 AZ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0230.See file dsdata.txt to determine how the superseded data were derived.
 AZ0230
 AZ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU588005(NAD 83)
 AZ0230_MARKER: DB = BENCH MARK DISK
 AZ0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0230_SP_SET: CULVERT
 AZ0230_STAMPING: E 1111 1957
 AZ0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0230
 AZ0230  HISTORY     - Date     Condition        Report By
 AZ0230  HISTORY     - 1957     MONUMENTED       CGS
 AZ0230  HISTORY     - 1958     GOOD             NGS
 AZ0230
 AZ0230                          STATION DESCRIPTION
 AZ0230
 AZ0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0230'5.0 MI E FROM LANGTRY.
 AZ0230'ABOUT 5.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0230'STATION AT LANGTRY, 4 POLES SOUTHEAST OF MILEPOST 438, IN THE TOP OF A
 AZ0230'LARGE FLAT LIMESTONE ROCK, 32 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 85
 AZ0230'FEET SOUTHEAST OF THE SOUTHWEST END OF A 48-INCH TUBE CULVERT, 25 FEET
 AZ0230'EAST OF A TELEPHONE POLE, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 AZ0230'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0277 ***********************************************************************
 AZ0277  DESIGNATION -  E 1112
 AZ0277  PID         -  AZ0277
 AZ0277  STATE/COUNTY-  TX/VAL VERDE
 AZ0277  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0277
 AZ0277                         *CURRENT SURVEY CONTROL
 AZ0277  ___________________________________________________________________
 AZ0277* NAD 83(1986)-  29 30 58.     (N)    101 02 26.     (W)     SCALED    
 AZ0277* NAVD 88     -       330.264  (meters)    1083.54   (feet)  POSTED    
 AZ0277  ___________________________________________________________________
 AZ0277  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0277  DYNAMIC HT  -         329.780 (meters)    1081.95  (feet)  COMP
 AZ0277  MODELED GRAV-     979,178.5   (mgal)                       NAVD 88
 AZ0277
 AZ0277  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0277
 AZ0277.The horizontal coordinates were scaled from a topographic map and have
 AZ0277.an estimated accuracy of +/- 6 seconds.
 AZ0277
 AZ0277.The orthometric height was determined by differential leveling
 AZ0277.and adjusted by the National Geodetic Survey in 1992..
 AZ0277.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0277.rate of 0.0 thru 1.0 mm/km.
 AZ0277
 AZ0277.The geoid height was determined by GEOID03.
 AZ0277
 AZ0277.The dynamic height is computed by dividing the NAVD 88
 AZ0277.geopotential number by the normal gravity value computed on the
 AZ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0277.degrees latitude (g = 980.6199 gals.).
 AZ0277
 AZ0277.The modeled gravity was interpolated from observed gravity values.
 AZ0277
 AZ0277;                    North         East    Units  Estimated Accuracy
 AZ0277;SPC TXSC     - 4,188,220.      402,200.      MT  (+/- 180 meters Scaled)
 AZ0277
 AZ0277                          SUPERSEDED SURVEY CONTROL
 AZ0277
 AZ0277  NGVD 29 (??/??/92)  330.190  (m)         1083.30   (f) ADJ UNCH    1 2
 AZ0277
 AZ0277.Superseded values are not recommended for survey control.
 AZ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0277.See file dsdata.txt to determine how the superseded data were derived.
 AZ0277
 AZ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT022669(NAD 83)
 AZ0277_MARKER: DB = BENCH MARK DISK
 AZ0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0277_SP_SET: ABUTMENT
 AZ0277_STAMPING: E 1112 1957
 AZ0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0277
 AZ0277  HISTORY     - Date     Condition        Report By
 AZ0277  HISTORY     - 1957     MONUMENTED       CGS
 AZ0277  HISTORY     - 1958     GOOD             NGS
 AZ0277  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0277
 AZ0277                          STATION DESCRIPTION
 AZ0277
 AZ0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0277'16.0 MI SE FROM COMSTOCK.
 AZ0277'ABOUT 16.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0277'FROM THE STATION AT COMSTOCK, AT MILEPOST 397, IN THE TOP OF THE
 AZ0277'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF A BRIDGE, 6 POLES
 AZ0277'NORTHWEST OF A PRIVATE ROAD CROSSING, AND ABOUT 4 FEET BELOW THE LEVEL
 AZ0277'OF THE TRACK.  NOTE-- THE TRACK HAS BEEN CHANGED SOUTHEAST OF BUILLIS
 AZ0277'SIDING.  MILEPOST 398 HAS BEEN TAKEN OUT AND IT IS ABOUT 40 POLES FROM
 AZ0277'MILEPOST 397 TO 399.  NOTE-- AREA UNDER WATER.
 AZ0277
 AZ0277                          STATION RECOVERY (1972)
 AZ0277
 AZ0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0331 ***********************************************************************
 AZ0331  DESIGNATION -  E 1113
 AZ0331  PID         -  AZ0331
 AZ0331  STATE/COUNTY-  TX/TERRELL
 AZ0331  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0331
 AZ0331                         *CURRENT SURVEY CONTROL
 AZ0331  ___________________________________________________________________
 AZ0331* NAD 83(1986)-  29 57 47.     (N)    101 49 09.     (W)     SCALED    
 AZ0331* NAVD 88     -       496.644  (meters)    1629.41   (feet)  ADJUSTED  
 AZ0331  ___________________________________________________________________
 AZ0331  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AZ0331  DYNAMIC HT  -         495.908 (meters)    1626.99  (feet)  COMP
 AZ0331  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 AZ0331
 AZ0331  VERT ORDER  -  FIRST     CLASS II
 AZ0331
 AZ0331.The horizontal coordinates were scaled from a topographic map and have
 AZ0331.an estimated accuracy of +/- 6 seconds.
 AZ0331
 AZ0331.The orthometric height was determined by differential leveling
 AZ0331.and adjusted by the National Geodetic Survey in June 1991..
 AZ0331
 AZ0331.The geoid height was determined by GEOID03.
 AZ0331
 AZ0331.The dynamic height is computed by dividing the NAVD 88
 AZ0331.geopotential number by the normal gravity value computed on the
 AZ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0331.degrees latitude (g = 980.6199 gals.).
 AZ0331
 AZ0331.The modeled gravity was interpolated from observed gravity values.
 AZ0331
 AZ0331;                    North         East    Units  Estimated Accuracy
 AZ0331;SPC TXSC     - 4,239,310.      327,940.      MT  (+/- 180 meters Scaled)
 AZ0331
 AZ0331                          SUPERSEDED SURVEY CONTROL
 AZ0331
 AZ0331  NGVD 29 (??/??/92)  496.496  (m)         1628.92   (f) ADJ UNCH    1 2
 AZ0331
 AZ0331.Superseded values are not recommended for survey control.
 AZ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0331.See file dsdata.txt to determine how the superseded data were derived.
 AZ0331
 AZ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU279180(NAD 83)
 AZ0331_MARKER: DB = BENCH MARK DISK
 AZ0331_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0331_SP_SET: OUTCROP
 AZ0331_STAMPING: E 1113 1957
 AZ0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0331+STABILITY: POSITION/ELEVATION WELL
 AZ0331
 AZ0331  HISTORY     - Date     Condition        Report By
 AZ0331  HISTORY     - 1957     MONUMENTED       CGS
 AZ0331  HISTORY     - 1958     GOOD             NGS
 AZ0331
 AZ0331                          STATION DESCRIPTION
 AZ0331
 AZ0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0331'20.05 MI NW FROM LANGTRY.
 AZ0331'ABOUT 20.05 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0331'FROM THE STATION AT LANGTRY, ABOUT 22.25 MILES SOUTHEAST OF THE
 AZ0331'STATION AT DRYDEN, 29 FEET NORTH OF THE 2ND TELEPHONE POLE EAST OF
 AZ0331'MILEPOST 463, IN THE TOP OF A FLAT ROCK OUTCROP WHICH IS FLUSH WITH
 AZ0331'THE GROUND, 46 FEET SOUTH OF THE SOUTH RAIL, AT THE EAST END OF A DEEP
 AZ0331'ROCK CUT, 49 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, AND ABOUT 2
 AZ0331'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0413 ***********************************************************************
 BP0413  DESIGNATION -  E 1114
 BP0413  PID         -  BP0413
 BP0413  STATE/COUNTY-  TX/BREWSTER
 BP0413  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0413
 BP0413                         *CURRENT SURVEY CONTROL
 BP0413  ___________________________________________________________________
 BP0413* NAD 83(1986)-  30 22 19.     (N)    103 40 02.     (W)     SCALED    
 BP0413* NAVD 88     -      1357.651  (meters)    4454.23   (feet)  ADJUSTED  
 BP0413  ___________________________________________________________________
 BP0413  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 BP0413  DYNAMIC HT  -        1355.461 (meters)    4447.04  (feet)  COMP
 BP0413  MODELED GRAV-     978,980.1   (mgal)                       NAVD 88
 BP0413  OBS GRAVITY -     978,978.9   (mgal)                       GRAV_OBS
 BP0413
 BP0413  VERT ORDER  -  FIRST     CLASS I
 BP0413
 BP0413.The horizontal coordinates were scaled from a topographic map and have
 BP0413.an estimated accuracy of +/- 6 seconds.
 BP0413
 BP0413.The orthometric height was determined by differential leveling
 BP0413.and adjusted by the National Geodetic Survey in June 1991..
 BP0413.WARNING-Repeat measurements at this control monument indicate possible
 BP0413.vertical movement.
 BP0413
 BP0413.The geoid height was determined by GEOID03.
 BP0413
 BP0413.The dynamic height is computed by dividing the NAVD 88
 BP0413.geopotential number by the normal gravity value computed on the
 BP0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0413.degrees latitude (g = 980.6199 gals.).
 BP0413
 BP0413.The modeled gravity was interpolated from observed gravity values.
 BP0413.The observed gravity was obtained from relative gravimeter ties
 BP0413.to the IGSN71 gravity network.
 BP0413
 BP0413;                    North         East    Units  Estimated Accuracy
 BP0413;SPC TXSC     - 4,290,310.      151,470.      MT  (+/- 180 meters Scaled)
 BP0413
 BP0413                          SUPERSEDED SURVEY CONTROL
 BP0413
 BP0413  NGVD 29 (??/??/92) 1357.200  (m)         4452.75   (f) ADJ UNCH    1 1
 BP0413
 BP0413.Superseded values are not recommended for survey control.
 BP0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0413.See file dsdata.txt to determine how the superseded data were derived.
 BP0413
 BP0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP280607(NAD 83)
 BP0413_MARKER: DB = BENCH MARK DISK
 BP0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0413_STAMPING: E 1114 1958
 BP0413_MARK LOGO: CGS   
 BP0413_PROJECTION: FLUSH
 BP0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0413+STABILITY: SURFACE MOTION
 BP0413
 BP0413  HISTORY     - Date     Condition        Report By
 BP0413  HISTORY     - 1958     MONUMENTED       CGS
 BP0413  HISTORY     - 1977     GOOD             NGS
 BP0413  HISTORY     - 1982     GOOD             NGS
 BP0413  HISTORY     - 1989     GOOD             USPSQD
 BP0413  HISTORY     - 19961007 GOOD             USPSQD
 BP0413
 BP0413                          STATION DESCRIPTION
 BP0413
 BP0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0413'1.05 MI NW FROM ALPINE.
 BP0413'ABOUT 1.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0413'NEW ORLEANS RAILROAD STATION AT ALPINE, 70 FEET EAST OF THE CENTER
 BP0413'LINE OF THE HIGHWAY, AT THE WEST ENTRANCE TO THE STATE HIGHWAY
 BP0413'DEPARTMENT OFFICE BUILDING, IN THE SOUTHEAST CORNER OF AN ASPHALT
 BP0413'PARKING AREA WHICH IS SURROUNDED BY A CONCRETE CURB, 25 FEET SOUTH OF
 BP0413'THE SOUTHWEST CORNER OF THE BUILDING, 3 FEET WEST OF A FENCE, AND IN
 BP0413'THE TOP OF A CONCRETE POST FLUSH WITH THE ASPHALT SURROUNDING THE
 BP0413'MARK.
 BP0413
 BP0413                          STATION RECOVERY (1977)
 BP0413
 BP0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0413'ABOUT 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0413'NEW ORLEANS RAILROAD STATION AT ALPINE, AT THE SITE OF THE OLD TEXAS
 BP0413'HIGHWAY DEPARTMENT, 219 FT. NORTH OF THE EAST CORNER OF THE ALPINE
 BP0413'PUBLIC SCHOOL BUILDING, 144 FT. SOUTHEAST OF THE JUNCTION OF HIGHWAYS
 BP0413'118 AND 223, 78 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FT.
 BP0413'WEST OF A 24 INCH TREE, 1 FT. SOUTHWEST OF A WITNESS POST, 1 FT.
 BP0413'NORTH OF A CEDAR BUSH.
 BP0413
 BP0413                          STATION RECOVERY (1982)
 BP0413
 BP0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BP0413'ABOUT 1.7 KM (1.05 MI) NORTHWEST ALONG STATE HIGHWAY 118 FROM
 BP0413'THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 118 IN ALPINE,
 BP0413'23.09 METERS (75.8 FT) NORTH-NORTHWEST FROM THE CENTER OF TWO
 BP0413'HIGHWAY SIGNS, 23.05 METERS (75.6 FT) SOUTH-SOUTHEAST FROM THE
 BP0413'SOUTHWEST CORNER OF A TRAFFIC ISLAND, 21.43 METERS (70.3 FT)
 BP0413'FROM THE CENTERLINE OF STATE HIGHWAY 118 AND 20.15 METERS
 BP0413'(66.1 FT) NORTH-NORTHWEST FROM A LIGHT POLE.
 BP0413'THE MARK IS 0.48 METERS  S FROM A WITNESS POST.
 BP0413
 BP0413                          STATION RECOVERY (1989)
 BP0413
 BP0413'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0413'RECOVERED IN GOOD CONDITION.
 BP0413
 BP0413                          STATION RECOVERY (1996)
 BP0413
 BP0413'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0420 ***********************************************************************
 CC0420  DESIGNATION -  E 1116
 CC0420  PID         -  CC0420
 CC0420  STATE/COUNTY-  TX/REEVES
 CC0420  USGS QUAD   -  VERHALEN SOUTH (1970)
 CC0420
 CC0420                         *CURRENT SURVEY CONTROL
 CC0420  ___________________________________________________________________
 CC0420* NAD 83(1986)-  31 05 06.     (N)    103 36 16.     (W)     SCALED    
 CC0420* NAVD 88     -       873.205  (meters)    2864.84   (feet)  POSTED    
 CC0420  ___________________________________________________________________
 CC0420  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CC0420  DYNAMIC HT  -         871.910 (meters)    2860.59  (feet)  COMP
 CC0420  MODELED GRAV-     979,131.9   (mgal)                       NAVD 88
 CC0420
 CC0420  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0420
 CC0420.The horizontal coordinates were scaled from a topographic map and have
 CC0420.an estimated accuracy of +/- 6 seconds.
 CC0420
 CC0420.The orthometric height was determined by differential leveling
 CC0420.and adjusted by the National Geodetic Survey in 1992..
 CC0420.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0420.rate of 1.1 thru 2.0 mm/km.
 CC0420
 CC0420.The geoid height was determined by GEOID03.
 CC0420
 CC0420.The dynamic height is computed by dividing the NAVD 88
 CC0420.geopotential number by the normal gravity value computed on the
 CC0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0420.degrees latitude (g = 980.6199 gals.).
 CC0420
 CC0420.The modeled gravity was interpolated from observed gravity values.
 CC0420
 CC0420;                    North         East    Units  Estimated Accuracy
 CC0420;SPC TX C     - 3,161,820.      387,950.      MT  (+/- 180 meters Scaled)
 CC0420
 CC0420                          SUPERSEDED SURVEY CONTROL
 CC0420
 CC0420  NGVD 29 (??/??/92)  872.997  (m)         2864.16   (f) ADJ UNCH    2 0
 CC0420
 CC0420.Superseded values are not recommended for survey control.
 CC0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0420.See file dsdata.txt to determine how the superseded data were derived.
 CC0420
 CC0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ331398(NAD 83)
 CC0420_MARKER: DB = BENCH MARK DISK
 CC0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0420_STAMPING: E 1116 1958
 CC0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0420+STABILITY: SURFACE MOTION
 CC0420
 CC0420  HISTORY     - Date     Condition        Report By
 CC0420  HISTORY     - 1958     MONUMENTED       CGS
 CC0420
 CC0420                          STATION DESCRIPTION
 CC0420
 CC0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CC0420'4.35 MI NE FROM SARAGOSA.
 CC0420'ABOUT 4.35 MILES NORTHEAST ALONG THE PECOS VALLEY SOUTHERN RAILWAY
 CC0420'FROM THE STATION AT SARAGOSA, 25 FEET SOUTHWEST OF MILEPOST 25 36 1/2
 CC0420'FEET EAST OF THE EAST RAIL, 0.15 MILE SOUTH OF A ROAD CROSSING, 61 1/2
 CC0420'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 17, 2 FEET WEST OF A
 CC0420'WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING 6
 CC0420'INCHES AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0404 ***********************************************************************
 CD0404  DESIGNATION -  E 1117
 CD0404  PID         -  CD0404
 CD0404  STATE/COUNTY-  TX/HUDSPETH
 CD0404  USGS QUAD   -  HUECO STATION (1984)
 CD0404
 CD0404                         *CURRENT SURVEY CONTROL
 CD0404  ___________________________________________________________________
 CD0404* NAD 83(1986)-  31 44 46.     (N)    105 16 11.     (W)     SCALED    
 CD0404* NAVD 88     -      1218.430  (meters)    3997.47   (feet)  ADJUSTED  
 CD0404  ___________________________________________________________________
 CD0404  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0404  DYNAMIC HT  -        1216.611 (meters)    3991.50  (feet)  COMP
 CD0404  MODELED GRAV-     979,103.8   (mgal)                       NAVD 88
 CD0404
 CD0404  VERT ORDER  -  FIRST     CLASS I
 CD0404
 CD0404.The horizontal coordinates were scaled from a topographic map and have
 CD0404.an estimated accuracy of +/- 6 seconds.
 CD0404
 CD0404.The orthometric height was determined by differential leveling
 CD0404.and adjusted by the National Geodetic Survey in June 1991..
 CD0404.WARNING-Repeat measurements at this control monument indicate possible
 CD0404.vertical movement.
 CD0404
 CD0404.The geoid height was determined by GEOID03.
 CD0404
 CD0404.The dynamic height is computed by dividing the NAVD 88
 CD0404.geopotential number by the normal gravity value computed on the
 CD0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0404.degrees latitude (g = 980.6199 gals.).
 CD0404
 CD0404.The modeled gravity was interpolated from observed gravity values.
 CD0404
 CD0404;                    North         East    Units  Estimated Accuracy
 CD0404;SPC TX C     - 3,240,900.      232,430.      MT  (+/- 180 meters Scaled)
 CD0404
 CD0404                          SUPERSEDED SURVEY CONTROL
 CD0404
 CD0404  NGVD 29 (??/??/92) 1217.908  (m)         3995.75   (f) ADJ UNCH    1 1
 CD0404
 CD0404.Superseded values are not recommended for survey control.
 CD0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0404.See file dsdata.txt to determine how the superseded data were derived.
 CD0404
 CD0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR744123(NAD 83)
 CD0404_MARKER: DB = BENCH MARK DISK
 CD0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0404_STAMPING: E 1117 1958
 CD0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0404+STABILITY: SURFACE MOTION
 CD0404
 CD0404  HISTORY     - Date     Condition        Report By
 CD0404  HISTORY     - 1958     MONUMENTED       CGS
 CD0404  HISTORY     - 1976     GOOD             NGS
 CD0404  HISTORY     - 1977     GOOD             NGS
 CD0404
 CD0404                          STATION DESCRIPTION
 CD0404
 CD0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0404'68.3 MI E FROM EL PASO.
 CD0404'ABOUT 68.3 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0404'OF LOOP 16 AT EL PASO, 135 FEET SOUTH OF THE CENTER LINE OF THE
 CD0404'HIGHWAY, AT THE FOOT OF THE WEST SLOPE OF A SMALL HILL, 1 1/2 FEET
 CD0404'NORTH OF A FENCE, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL
 CD0404'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CD0404'INCHES.
 CD0404
 CD0404                          STATION RECOVERY (1976)
 CD0404
 CD0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0404'RECOVERED IN GOOD CONDITION.
 CD0404
 CD0404                          STATION RECOVERY (1977)
 CD0404
 CD0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0404'34.85 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0404'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 4.05 MILES WEST OF THE
 CD0404'JUNCTION OF FARM ROAD 1437, AT THE FOOT OF THE WEST SLOPE OF A
 CD0404'SMALL HILL, 135 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 CD0404'1.5 FT. NORTH OF THE RIGHT OF WAY FENCE, WITNESS POST IS OF
 CD0404'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0130 ***********************************************************************
 CE0130  DESIGNATION -  E 1118
 CE0130  PID         -  CE0130
 CE0130  STATE/COUNTY-  TX/EL PASO
 CE0130  USGS QUAD   -  EL PASO (1997)
 CE0130
 CE0130                         *CURRENT SURVEY CONTROL
 CE0130  ___________________________________________________________________
 CE0130* NAD 83(1986)-  31 47 20.     (N)    106 23 49.     (W)     SCALED    
 CE0130* NAVD 88     -      1193.540  (meters)    3915.81   (feet)  POSTED    
 CE0130  ___________________________________________________________________
 CE0130  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CE0130  DYNAMIC HT  -        1191.710 (meters)    3909.80  (feet)  COMP
 CE0130  MODELED GRAV-     979,068.2   (mgal)                       NAVD 88
 CE0130
 CE0130  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CE0130
 CE0130.The horizontal coordinates were scaled from a topographic map and have
 CE0130.an estimated accuracy of +/- 6 seconds.
 CE0130
 CE0130.The orthometric height was determined by differential leveling
 CE0130.and adjusted by the National Geodetic Survey in 1992..
 CE0130.No vertical observational check was made to the station.
 CE0130.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CE0130.was located on a no-check spur therefore a value was not computed.
 CE0130
 CE0130.The geoid height was determined by GEOID03.
 CE0130
 CE0130.The dynamic height is computed by dividing the NAVD 88
 CE0130.geopotential number by the normal gravity value computed on the
 CE0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0130.degrees latitude (g = 980.6199 gals.).
 CE0130
 CE0130.The modeled gravity was interpolated from observed gravity values.
 CE0130
 CE0130;                    North         East    Units  Estimated Accuracy
 CE0130;SPC TX C     - 3,250,920.      126,020.      MT  (+/- 180 meters Scaled)
 CE0130
 CE0130                          SUPERSEDED SURVEY CONTROL
 CE0130
 CE0130  NGVD 29 (??/??/92) 1192.979  (m)         3913.97   (f) ADJ UNCH    1 2
 CE0130
 CE0130.Superseded values are not recommended for survey control.
 CE0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0130.See file dsdata.txt to determine how the superseded data were derived.
 CE0130
 CE0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR677178(NAD 83)
 CE0130_MARKER: DB = BENCH MARK DISK
 CE0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CE0130_SP_SET: BUILDING
 CE0130_STAMPING: E 1118 1958
 CE0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0130
 CE0130  HISTORY     - Date     Condition        Report By
 CE0130  HISTORY     - 1958     MONUMENTED       CGS
 CE0130  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0130  HISTORY     - 19920427 MARK NOT FOUND   USGS
 CE0130
 CE0130                          STATION DESCRIPTION
 CE0130
 CE0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0130'0.7 MI E FROM EL PASO.
 CE0130'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0130'OF LOOP 16 AT EL PASO, SET VERTICALLY IN THE NORTH BRICK FACE OF THE
 CE0130'RADIO PLANE BUILDING, 0.35 MILE EAST OF THE JUNCTION OF AIRPORT ROAD,
 CE0130'61 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND TRAFFIC LANE OF THE
 CE0130'HIGHWAY, 2 1/2 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND
 CE0130'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 CE0130
 CE0130                          STATION RECOVERY (1981)
 CE0130
 CE0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0130'MARK NOT FOUND.
 CE0130
 CE0130                          STATION RECOVERY (1992)
 CE0130
 CE0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0670 ***********************************************************************
 CD0670  DESIGNATION -  E 1119
 CD0670  PID         -  CD0670
 CD0670  STATE/COUNTY-  TX/HUDSPETH
 CD0670  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0670
 CD0670                         *CURRENT SURVEY CONTROL
 CD0670  ___________________________________________________________________
 CD0670* NAD 83(1986)-  31 49 36.     (N)    105 54 58.     (W)     SCALED    
 CD0670* NAVD 88     -      1563.303  (meters)    5128.94   (feet)  ADJUSTED  
 CD0670  ___________________________________________________________________
 CD0670  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 CD0670  DYNAMIC HT  -        1560.856 (meters)    5120.91  (feet)  COMP
 CD0670  MODELED GRAV-     979,019.0   (mgal)                       NAVD 88
 CD0670
 CD0670  VERT ORDER  -  FIRST     CLASS II
 CD0670
 CD0670.The horizontal coordinates were scaled from a topographic map and have
 CD0670.an estimated accuracy of +/- 6 seconds.
 CD0670
 CD0670.The orthometric height was determined by differential leveling
 CD0670.and adjusted by the National Geodetic Survey in June 1991..
 CD0670
 CD0670.The geoid height was determined by GEOID03.
 CD0670
 CD0670.The dynamic height is computed by dividing the NAVD 88
 CD0670.geopotential number by the normal gravity value computed on the
 CD0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0670.degrees latitude (g = 980.6199 gals.).
 CD0670
 CD0670.The modeled gravity was interpolated from observed gravity values.
 CD0670
 CD0670;                    North         East    Units  Estimated Accuracy
 CD0670;SPC TX C     - 3,252,720.      171,710.      MT  (+/- 180 meters Scaled)
 CD0670
 CD0670                          SUPERSEDED SURVEY CONTROL
 CD0670
 CD0670  NGVD 29 (??/??/92) 1562.516  (m)         5126.35   (f) ADJ UNCH    1 2
 CD0670
 CD0670.Superseded values are not recommended for survey control.
 CD0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0670.See file dsdata.txt to determine how the superseded data were derived.
 CD0670
 CD0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR133215(NAD 83)
 CD0670_MARKER: DB = BENCH MARK DISK
 CD0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0670_STAMPING: E 1119 1958
 CD0670_PROJECTION: PROJECTING 15 CENTIMETERS
 CD0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0670+STABILITY: SURFACE MOTION
 CD0670
 CD0670  HISTORY     - Date     Condition        Report By
 CD0670  HISTORY     - 1958     MONUMENTED       CGS
 CD0670  HISTORY     - 1981     GOOD             NGS
 CD0670
 CD0670                          STATION DESCRIPTION
 CD0670
 CD0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0670'31.3 MI E FROM EL PASO.
 CD0670'ABOUT 31.3 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0670'OF LOOP 16 AT EL PASO, 74 FEET SOUTH OF THE CENTER LINE OF THE
 CD0670'HIGHWAY, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A CONCRETE WITNESS
 CD0670'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 CD0670'CONCRETE POST PROJECTING 6 INCHES.
 CD0670
 CD0670                          STATION RECOVERY (1981)
 CD0670
 CD0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0670'50.4 KM (31.3 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0670'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0670'1.3 KM (0.8 MI) WEST OF THE B. T. HENSLEY EXXON STATION, 0.3 KM
 CD0670'(0.2 MI) EAST OF A POWERLINE CROSSING, 22.6 METERS (74.0 FT) SOUTH
 CD0670'OF THE CENTERLINE OF THE HIGHWAY, 0.6 METER (2.0 FT) NORTH OF A
 CD0670'FENCE AND 0.6 METER (2.0 FT) EAST OF A CONCRETE WITNESS POST.
 CD0670'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0670'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0138 ***********************************************************************
 CV0138  DESIGNATION -  E 1120
 CV0138  PID         -  CV0138
 CV0138  STATE/COUNTY-  TX/ANDREWS
 CV0138  USGS QUAD   -  Y T RANCH (1971)
 CV0138
 CV0138                         *CURRENT SURVEY CONTROL
 CV0138  ___________________________________________________________________
 CV0138* NAD 83(1986)-  32 07 21.     (N)    102 59 39.     (W)     SCALED    
 CV0138* NAVD 88     -       965.526  (meters)    3167.73   (feet)  ADJUSTED  
 CV0138  ___________________________________________________________________
 CV0138  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 CV0138  DYNAMIC HT  -         964.185 (meters)    3163.33  (feet)  COMP
 CV0138  MODELED GRAV-     979,216.6   (mgal)                       NAVD 88
 CV0138
 CV0138  VERT ORDER  -  SECOND    CLASS 0
 CV0138
 CV0138.The horizontal coordinates were scaled from a topographic map and have
 CV0138.an estimated accuracy of +/- 6 seconds.
 CV0138
 CV0138.The orthometric height was determined by differential leveling
 CV0138.and adjusted by the National Geodetic Survey in June 1991..
 CV0138
 CV0138.The geoid height was determined by GEOID03.
 CV0138
 CV0138.The dynamic height is computed by dividing the NAVD 88
 CV0138.geopotential number by the normal gravity value computed on the
 CV0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0138.degrees latitude (g = 980.6199 gals.).
 CV0138
 CV0138.The modeled gravity was interpolated from observed gravity values.
 CV0138
 CV0138;                    North         East    Units  Estimated Accuracy
 CV0138;SPC TXNC     - 2,059,620.      176,030.      MT  (+/- 180 meters Scaled)
 CV0138
 CV0138                          SUPERSEDED SURVEY CONTROL
 CV0138
 CV0138  NGVD 29 (??/??/92)  965.124  (m)         3166.41   (f) ADJ UNCH    2 0
 CV0138
 CV0138.Superseded values are not recommended for survey control.
 CV0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0138.See file dsdata.txt to determine how the superseded data were derived.
 CV0138
 CV0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR892557(NAD 83)
 CV0138_MARKER: DB = BENCH MARK DISK
 CV0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0138_STAMPING: E 1120 1958
 CV0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0138+STABILITY: SURFACE MOTION
 CV0138
 CV0138  HISTORY     - Date     Condition        Report By
 CV0138  HISTORY     - 1958     MONUMENTED       CGS
 CV0138
 CV0138                          STATION DESCRIPTION
 CV0138
 CV0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0138'12.1 MI E FROM JAL, NEW MEXICO.
 CV0138'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0138'STATION AT JAL, THENCE 11.4 MILES EAST ALONG STATE HIGHWAY 128, 61
 CV0138'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF THE EAST
 CV0138'END OF A CATTLE GUARD, 29 FEET EAST OF THE CENTER LINE OF A DIRT ROAD,
 CV0138'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 CV0138'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 CV0138'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0580 ***********************************************************************
 CU0580  DESIGNATION -  E 1124
 CU0580  PID         -  CU0580
 CU0580  STATE/COUNTY-  TX/HOWARD
 CU0580  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0580
 CU0580                         *CURRENT SURVEY CONTROL
 CU0580  ___________________________________________________________________
 CU0580* NAD 83(1986)-  32 17 08.     (N)    101 28 16.     (W)     SCALED    
 CU0580* NAVD 88     -       778.480  (meters)    2554.06   (feet)  ADJUSTED  
 CU0580  ___________________________________________________________________
 CU0580  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CU0580  DYNAMIC HT  -         777.413 (meters)    2550.56  (feet)  COMP
 CU0580  MODELED GRAV-     979,242.7   (mgal)                       NAVD 88
 CU0580
 CU0580  VERT ORDER  -  SECOND    CLASS 0
 CU0580
 CU0580.The horizontal coordinates were scaled from a topographic map and have
 CU0580.an estimated accuracy of +/- 6 seconds.
 CU0580
 CU0580.The orthometric height was determined by differential leveling
 CU0580.and adjusted by the National Geodetic Survey in June 1991..
 CU0580
 CU0580.The geoid height was determined by GEOID03.
 CU0580
 CU0580.The dynamic height is computed by dividing the NAVD 88
 CU0580.geopotential number by the normal gravity value computed on the
 CU0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0580.degrees latitude (g = 980.6199 gals.).
 CU0580
 CU0580.The modeled gravity was interpolated from observed gravity values.
 CU0580
 CU0580;                    North         East    Units  Estimated Accuracy
 CU0580;SPC TXNC     - 2,072,590.      320,170.      MT  (+/- 180 meters Scaled)
 CU0580
 CU0580                          SUPERSEDED SURVEY CONTROL
 CU0580
 CU0580  NGVD 29 (??/??/92)  778.206  (m)         2553.16   (f) ADJ UNCH    2 0
 CU0580
 CU0580.Superseded values are not recommended for survey control.
 CU0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0580.See file dsdata.txt to determine how the superseded data were derived.
 CU0580
 CU0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA672747(NAD 83)
 CU0580_MARKER: DB = BENCH MARK DISK
 CU0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0580_SP_SET: MONUMENT
 CU0580_STAMPING: E 1124 1965
 CU0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0580
 CU0580  HISTORY     - Date     Condition        Report By
 CU0580  HISTORY     - 1965     MONUMENTED       CGS
 CU0580
 CU0580                          STATION DESCRIPTION
 CU0580
 CU0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CU0580'2.35 MI NNE FROM BIG SPRING.
 CU0580'0.35 MI. NE ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0580'BIG SPRING, THENCE 2.0 MI. NORTH AND NORTHEAST ALONG STATE HIGHWAY 350
 CU0580'TO SIDE ROAD RIGHT AND BENCH MARK ON RIGHT.  ACROSS HIGHWAY AND
 CU0580'SOUTHEAST OF MATH MASTER, INC. BUILDING.  28.0 FT. W OF CENTERLINE OF
 CU0580'GRAVEL ROAD.  48.0 FT. SE OF CENTERLINE OF STATE HIGHWAY 350.  5.0 FT.
 CU0580'SW OF A POWER POLE.  1.0 FT. NE OF WITNESS POST PLAQUE ON STEEL POST.
 CU0580'A STANDARD BENCH MARK DISK, STAMPED E 1124 1965, SET IN TOP OF
 CU0580'CONCRETE MONUMENT PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0372 ***********************************************************************
 CV0372  DESIGNATION -  E 1125
 CV0372  PID         -  CV0372
 CV0372  STATE/COUNTY-  TX/ANDREWS
 CV0372  USGS QUAD   -  JAL SE (1979)
 CV0372
 CV0372                         *CURRENT SURVEY CONTROL
 CV0372  ___________________________________________________________________
 CV0372* NAD 83(1986)-  32 07 23.     (N)    103 00 36.     (W)     SCALED    
 CV0372* NAVD 88     -       964.162  (meters)    3163.25   (feet)  ADJUSTED  
 CV0372  ___________________________________________________________________
 CV0372  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CV0372  DYNAMIC HT  -         962.823 (meters)    3158.86  (feet)  COMP
 CV0372  MODELED GRAV-     979,217.7   (mgal)                       NAVD 88
 CV0372
 CV0372  VERT ORDER  -  SECOND    CLASS 0
 CV0372
 CV0372.The horizontal coordinates were scaled from a topographic map and have
 CV0372.an estimated accuracy of +/- 6 seconds.
 CV0372
 CV0372.The orthometric height was determined by differential leveling
 CV0372.and adjusted by the National Geodetic Survey in June 1991..
 CV0372
 CV0372.The geoid height was determined by GEOID03.
 CV0372
 CV0372.The dynamic height is computed by dividing the NAVD 88
 CV0372.geopotential number by the normal gravity value computed on the
 CV0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0372.degrees latitude (g = 980.6199 gals.).
 CV0372
 CV0372.The modeled gravity was interpolated from observed gravity values.
 CV0372
 CV0372;                    North         East    Units  Estimated Accuracy
 CV0372;SPC TXNC     - 2,059,750.      174,540.      MT  (+/- 180 meters Scaled)
 CV0372
 CV0372                          SUPERSEDED SURVEY CONTROL
 CV0372
 CV0372  NGVD 29 (??/??/92)  963.761  (m)         3161.94   (f) ADJ UNCH    2 0
 CV0372
 CV0372.Superseded values are not recommended for survey control.
 CV0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0372.See file dsdata.txt to determine how the superseded data were derived.
 CV0372
 CV0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR877558(NAD 83)
 CV0372_MARKER: DB = BENCH MARK DISK
 CV0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0372_STAMPING: E 1125 1958
 CV0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0372+STABILITY: SURFACE MOTION
 CV0372
 CV0372  HISTORY     - Date     Condition        Report By
 CV0372  HISTORY     - 1958     MONUMENTED       CGS
 CV0372
 CV0372                          STATION DESCRIPTION
 CV0372
 CV0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0372'11.15 MI E FROM JAL, NEW MEXICO.
 CV0372'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0372'STATION AT JAL, THENCE 10.45 MILES EAST ALONG STATE HIGHWAY 128, 59
 CV0372'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF A
 CV0372'TELEPHONE POLE, 2 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, 2 FEET
 CV0372'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 CV0372'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0083 ***********************************************************************
 CV0083  DESIGNATION -  E 1126
 CV0083  PID         -  CV0083
 CV0083  STATE/COUNTY-  TX/MARTIN
 CV0083  USGS QUAD   -  BIRD RANCH (1966)
 CV0083
 CV0083                         *CURRENT SURVEY CONTROL
 CV0083  ___________________________________________________________________
 CV0083* NAD 83(1986)-  32 19 19.     (N)    102 11 17.     (W)     SCALED    
 CV0083* NAVD 88     -       897.078  (meters)    2943.16   (feet)  POSTED    
 CV0083  ___________________________________________________________________
 CV0083  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CV0083  DYNAMIC HT  -         895.820 (meters)    2939.04  (feet)  COMP
 CV0083  MODELED GRAV-     979,208.1   (mgal)                       NAVD 88
 CV0083
 CV0083  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0083
 CV0083.The horizontal coordinates were scaled from a topographic map and have
 CV0083.an estimated accuracy of +/- 6 seconds.
 CV0083
 CV0083.The orthometric height was determined by differential leveling
 CV0083.and adjusted by the National Geodetic Survey in 1992..
 CV0083.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0083.rate of 3.1 thru 4.0 mm/km.
 CV0083
 CV0083.The geoid height was determined by GEOID03.
 CV0083
 CV0083.The dynamic height is computed by dividing the NAVD 88
 CV0083.geopotential number by the normal gravity value computed on the
 CV0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0083.degrees latitude (g = 980.6199 gals.).
 CV0083
 CV0083.The modeled gravity was interpolated from observed gravity values.
 CV0083
 CV0083;                    North         East    Units  Estimated Accuracy
 CV0083;SPC TXNC     - 2,078,760.      252,820.      MT  (+/- 180 meters Scaled)
 CV0083
 CV0083                          SUPERSEDED SURVEY CONTROL
 CV0083
 CV0083  NGVD 29 (??/??/92)  896.722  (m)         2942.00   (f) ADJ UNCH    2 0
 CV0083
 CV0083.Superseded values are not recommended for survey control.
 CV0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0083.See file dsdata.txt to determine how the superseded data were derived.
 CV0083
 CV0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR647795(NAD 83)
 CV0083_MARKER: DB = BENCH MARK DISK
 CV0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0083_STAMPING: E 1126 1958
 CV0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0083+STABILITY: SURFACE MOTION
 CV0083
 CV0083  HISTORY     - Date     Condition        Report By
 CV0083  HISTORY     - 1958     MONUMENTED       CGS
 CV0083
 CV0083                          STATION DESCRIPTION
 CV0083
 CV0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0083'20.9 MI E FROM ANDREWS.
 CV0083'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0083'COURTHOUSE AT ANDREWS, THENCE 20.8 MILES EAST ALONG STATE HIGHWAY 176,
 CV0083'58 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2 MILE EAST
 CV0083'OF THE CROSSING OF A PIPE LINE, 2 FEET NORTH OF THE SOUTH RIGHT OF WAY
 CV0083'FENCE, ABOUT 1.0 MILE WEST OF THE JUNCTION OF STATE HIGHWAYS 176 AND
 CV0083'349, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 CV0083'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0164 ***********************************************************************
 CV0164  DESIGNATION -  E 1127
 CV0164  PID         -  CV0164
 CV0164  STATE/COUNTY-  TX/ANDREWS
 CV0164  USGS QUAD   -  ANDREWS (1970)
 CV0164
 CV0164                         *CURRENT SURVEY CONTROL
 CV0164  ___________________________________________________________________
 CV0164* NAD 83(1986)-  32 16 44.     (N)    102 37 13.     (W)     SCALED    
 CV0164* NAVD 88     -       974.771  (meters)    3198.06   (feet)  ADJUSTED  
 CV0164  ___________________________________________________________________
 CV0164  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CV0164  DYNAMIC HT  -         973.422 (meters)    3193.64  (feet)  COMP
 CV0164  MODELED GRAV-     979,221.0   (mgal)                       NAVD 88
 CV0164
 CV0164  VERT ORDER  -  SECOND    CLASS 0
 CV0164
 CV0164.The horizontal coordinates were scaled from a topographic map and have
 CV0164.an estimated accuracy of +/- 6 seconds.
 CV0164
 CV0164.The orthometric height was determined by differential leveling
 CV0164.and adjusted by the National Geodetic Survey in June 1991..
 CV0164
 CV0164.The geoid height was determined by GEOID03.
 CV0164
 CV0164.The dynamic height is computed by dividing the NAVD 88
 CV0164.geopotential number by the normal gravity value computed on the
 CV0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0164.degrees latitude (g = 980.6199 gals.).
 CV0164
 CV0164.The modeled gravity was interpolated from observed gravity values.
 CV0164
 CV0164;                    North         East    Units  Estimated Accuracy
 CV0164;SPC TXNC     - 2,075,500.      211,960.      MT  (+/- 180 meters Scaled)
 CV0164
 CV0164                          SUPERSEDED SURVEY CONTROL
 CV0164
 CV0164  NGVD 29 (??/??/92)  974.348  (m)         3196.67   (f) ADJ UNCH    2 0
 CV0164
 CV0164.Superseded values are not recommended for survey control.
 CV0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0164.See file dsdata.txt to determine how the superseded data were derived.
 CV0164
 CV0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR241738(NAD 83)
 CV0164_MARKER: DB = BENCH MARK DISK
 CV0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0164_STAMPING: E 1127 1958
 CV0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0164+STABILITY: SURFACE MOTION
 CV0164
 CV0164  HISTORY     - Date     Condition        Report By
 CV0164  HISTORY     - 1958     MONUMENTED       CGS
 CV0164
 CV0164                          STATION DESCRIPTION
 CV0164
 CV0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0164'5.3 MI SW FROM ANDREWS.
 CV0164'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0164'COURTHOUSE AT ANDREWS, THENCE 5.2 MILES SOUTHWEST ALONG STATE HIGHWAY
 CV0164'115, 58 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET
 CV0164'NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 CV0164'1 1/2 FEET SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, 1 1/2 FEET
 CV0164'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CV0164'HIGHWAY, IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0096 ***********************************************************************
 CV0096  DESIGNATION -  E 1128
 CV0096  PID         -  CV0096
 CV0096  STATE/COUNTY-  TX/MARTIN
 CV0096  USGS QUAD   -  NORTH CURTIS RANCH (1966)
 CV0096
 CV0096                         *CURRENT SURVEY CONTROL
 CV0096  ___________________________________________________________________
 CV0096* NAD 83(1986)-  32 08 30.     (N)    102 03 28.     (W)     SCALED    
 CV0096* NAVD 88     -       860.161  (meters)    2822.04   (feet)  ADJUSTED  
 CV0096  ___________________________________________________________________
 CV0096  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 CV0096  DYNAMIC HT  -         858.955 (meters)    2818.09  (feet)  COMP
 CV0096  MODELED GRAV-     979,208.1   (mgal)                       NAVD 88
 CV0096
 CV0096  VERT ORDER  -  SECOND    CLASS 0
 CV0096
 CV0096.The horizontal coordinates were scaled from a topographic map and have
 CV0096.an estimated accuracy of +/- 6 seconds.
 CV0096
 CV0096.The orthometric height was determined by differential leveling
 CV0096.and adjusted by the National Geodetic Survey in June 1991..
 CV0096
 CV0096.The geoid height was determined by GEOID03.
 CV0096
 CV0096.The dynamic height is computed by dividing the NAVD 88
 CV0096.geopotential number by the normal gravity value computed on the
 CV0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0096.degrees latitude (g = 980.6199 gals.).
 CV0096
 CV0096.The modeled gravity was interpolated from observed gravity values.
 CV0096
 CV0096;                    North         East    Units  Estimated Accuracy
 CV0096;SPC TXNC     - 2,058,360.      264,400.      MT  (+/- 180 meters Scaled)
 CV0096
 CV0096                          SUPERSEDED SURVEY CONTROL
 CV0096
 CV0096  NGVD 29 (??/??/92)  859.795  (m)         2820.84   (f) ADJ UNCH    2 0
 CV0096
 CV0096.Superseded values are not recommended for survey control.
 CV0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0096.See file dsdata.txt to determine how the superseded data were derived.
 CV0096
 CV0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR775599(NAD 83)
 CV0096_MARKER: DB = BENCH MARK DISK
 CV0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0096_STAMPING: E 1128 1958
 CV0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0096+STABILITY: SURFACE MOTION
 CV0096
 CV0096  HISTORY     - Date     Condition        Report By
 CV0096  HISTORY     - 1958     MONUMENTED       CGS
 CV0096
 CV0096                          STATION DESCRIPTION
 CV0096
 CV0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0096'12.25 MI N FROM MIDLAND.
 CV0096'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0096'MIDLAND, THENCE 9.2 MILES NORTHWEST ALONG STATE HIGHWAY 349, THENCE
 CV0096'2.95 MILES NORTHEAST ALONG A GRADED DIRT ROAD, AT THE GEORGE GLASS
 CV0096'RANCH AIRPORT, 114 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD AND A
 CV0096'CATTLE GUARD, 269 FEET NORTHEAST OF THE EAST CORNER OF THE HANGAR, 1
 CV0096'1/2 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 CV0096'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0409 ***********************************************************************
 CC0409  DESIGNATION -  E 1129
 CC0409  PID         -  CC0409
 CC0409  STATE/COUNTY-  TX/REEVES
 CC0409  USGS QUAD   -  SOTOL HILL (1970)
 CC0409
 CC0409                         *CURRENT SURVEY CONTROL
 CC0409  ___________________________________________________________________
 CC0409* NAD 83(1986)-  31 00 40.     (N)    103 56 32.     (W)     SCALED    
 CC0409* NAVD 88     -      1134.294  (meters)    3721.43   (feet)  POSTED    
 CC0409  ___________________________________________________________________
 CC0409  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 CC0409  DYNAMIC HT  -        1132.550 (meters)    3715.71  (feet)  COMP
 CC0409  MODELED GRAV-     979,063.1   (mgal)                       NAVD 88
 CC0409
 CC0409  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0409
 CC0409.The horizontal coordinates were scaled from a topographic map and have
 CC0409.an estimated accuracy of +/- 6 seconds.
 CC0409
 CC0409.The orthometric height was determined by differential leveling
 CC0409.and adjusted by the National Geodetic Survey in 1992..
 CC0409.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0409.rate of 1.1 thru 2.0 mm/km.
 CC0409
 CC0409.The geoid height was determined by GEOID03.
 CC0409
 CC0409.The dynamic height is computed by dividing the NAVD 88
 CC0409.geopotential number by the normal gravity value computed on the
 CC0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0409.degrees latitude (g = 980.6199 gals.).
 CC0409
 CC0409.The modeled gravity was interpolated from observed gravity values.
 CC0409
 CC0409;                    North         East    Units  Estimated Accuracy
 CC0409;SPC TX C     - 3,154,630.      355,480.      MT  (+/- 180 meters Scaled)
 CC0409
 CC0409                          SUPERSEDED SURVEY CONTROL
 CC0409
 CC0409  NGVD 29 (??/??/92) 1133.879  (m)         3720.07   (f) ADJ UNCH    2 0
 CC0409
 CC0409.Superseded values are not recommended for survey control.
 CC0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0409.See file dsdata.txt to determine how the superseded data were derived.
 CC0409
 CC0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ009313(NAD 83)
 CC0409_MARKER: DB = BENCH MARK DISK
 CC0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0409_SP_SET: CULVERT
 CC0409_STAMPING: E 1129 1958
 CC0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0409
 CC0409  HISTORY     - Date     Condition        Report By
 CC0409  HISTORY     - 1958     MONUMENTED       CGS
 CC0409
 CC0409                          STATION DESCRIPTION
 CC0409
 CC0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CC0409'11.5 MI NW FROM TOYAHVALE.
 CC0409'ABOUT 11.5 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE
 CC0409'AT TOYAHVALE, IN THE TOP AND CENTER OF THE NORTHEAST CONCRETE HEADWALL
 CC0409'OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY, 17 1/2 FEET NORTHEAST OF
 CC0409'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0540 ***********************************************************************
 DO0540  DESIGNATION -  E 113
 DO0540  PID         -  DO0540
 DO0540  STATE/COUNTY-  TX/KNOX
 DO0540  USGS QUAD   -  BENJAMIN (1967)
 DO0540
 DO0540                         *CURRENT SURVEY CONTROL
 DO0540  ___________________________________________________________________
 DO0540* NAD 83(1986)-  33 34 07.     (N)    099 47 17.     (W)     SCALED    
 DO0540* NAVD 88     -       444.465  (meters)    1458.22   (feet)  ADJUSTED  
 DO0540  ___________________________________________________________________
 DO0540  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DO0540  DYNAMIC HT  -         443.943 (meters)    1456.50  (feet)  COMP
 DO0540  MODELED GRAV-     979,449.4   (mgal)                       NAVD 88
 DO0540
 DO0540  VERT ORDER  -  FIRST     CLASS II
 DO0540
 DO0540.The horizontal coordinates were scaled from a topographic map and have
 DO0540.an estimated accuracy of +/- 6 seconds.
 DO0540
 DO0540.The orthometric height was determined by differential leveling
 DO0540.and adjusted by the National Geodetic Survey in June 1991..
 DO0540
 DO0540.The geoid height was determined by GEOID03.
 DO0540
 DO0540.The dynamic height is computed by dividing the NAVD 88
 DO0540.geopotential number by the normal gravity value computed on the
 DO0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0540.degrees latitude (g = 980.6199 gals.).
 DO0540
 DO0540.The modeled gravity was interpolated from observed gravity values.
 DO0540
 DO0540;                    North         East    Units  Estimated Accuracy
 DO0540;SPC TXNC     - 2,211,640.      480,420.      MT  (+/- 180 meters Scaled)
 DO0540
 DO0540                          SUPERSEDED SURVEY CONTROL
 DO0540
 DO0540  NGVD 29 (??/??/92)  444.316  (m)         1457.73   (f) ADJ UNCH    1 2
 DO0540
 DO0540.Superseded values are not recommended for survey control.
 DO0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0540.See file dsdata.txt to determine how the superseded data were derived.
 DO0540
 DO0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC268146(NAD 83)
 DO0540_MARKER: DD = SURVEY DISK
 DO0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0540_SP_SET: CONCRETE BASE
 DO0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0540
 DO0540  HISTORY     - Date     Condition        Report By
 DO0540  HISTORY     - 1933     MONUMENTED       USGS
 DO0540  HISTORY     - 1958     GOOD             NGS
 DO0540
 DO0540                          STATION DESCRIPTION
 DO0540
 DO0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0540'1.3 MI S FROM BENJAMIN.
 DO0540'1.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0540'BENJAMIN, KNOX COUNTY, AT MILEPOST 552, 750 FEET SOUTH OF A BRIDGE, AT
 DO0540'A WATCH TOWER, AND IN THE TOP OF THE WEST SIDE OF THE CONCRETE BASE. A
 DO0540'STANDARD DISK, STAMPED 1457.727 E 113 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0385 ***********************************************************************
 EN0385  DESIGNATION -  E 1131
 EN0385  PID         -  EN0385
 EN0385  STATE/COUNTY-  TX/RANDALL
 EN0385  USGS QUAD   -  CANYON (1984)
 EN0385
 EN0385                         *CURRENT SURVEY CONTROL
 EN0385  ___________________________________________________________________
 EN0385* NAD 83(1986)-  34 58 58.     (N)    101 59 55.     (W)     SCALED    
 EN0385* NAVD 88     -      1108.128  (meters)    3635.58   (feet)  ADJUSTED  
 EN0385  ___________________________________________________________________
 EN0385  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 EN0385  DYNAMIC HT  -        1106.775 (meters)    3631.14  (feet)  COMP
 EN0385  MODELED GRAV-     979,375.3   (mgal)                       NAVD 88
 EN0385
 EN0385  VERT ORDER  -  FIRST     CLASS II
 EN0385
 EN0385.The horizontal coordinates were scaled from a topographic map and have
 EN0385.an estimated accuracy of +/- 6 seconds.
 EN0385
 EN0385.The orthometric height was determined by differential leveling
 EN0385.and adjusted by the National Geodetic Survey in June 1991..
 EN0385
 EN0385.The geoid height was determined by GEOID03.
 EN0385
 EN0385.The dynamic height is computed by dividing the NAVD 88
 EN0385.geopotential number by the normal gravity value computed on the
 EN0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0385.degrees latitude (g = 980.6199 gals.).
 EN0385
 EN0385.The modeled gravity was interpolated from observed gravity values.
 EN0385
 EN0385;                    North         East    Units  Estimated Accuracy
 EN0385;SPC TX N     - 1,109,140.      154,480.      MT  (+/- 180 meters Scaled)
 EN0385
 EN0385                          SUPERSEDED SURVEY CONTROL
 EN0385
 EN0385  NGVD 29 (??/??/92) 1107.600  (m)         3633.85   (f) ADJ UNCH    1 2
 EN0385
 EN0385.Superseded values are not recommended for survey control.
 EN0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0385.See file dsdata.txt to determine how the superseded data were derived.
 EN0385
 EN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD262752(NAD 83)
 EN0385_MARKER: DB = BENCH MARK DISK
 EN0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0385_STAMPING: E 1131 1958
 EN0385_MARK LOGO: CGS   
 EN0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0385+STABILITY: SURFACE MOTION
 EN0385
 EN0385  HISTORY     - Date     Condition        Report By
 EN0385  HISTORY     - 1958     MONUMENTED       CGS
 EN0385  HISTORY     - 1984     GOOD             NGS
 EN0385
 EN0385                          STATION DESCRIPTION
 EN0385
 EN0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EN0385'3.6 MI W FROM CANYON.
 EN0385'ABOUT 3.6 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EN0385'STATION AT CANYON, 74 FEET NORTH OF MILE POST 574, 80 FEET NORTH OF
 EN0385'THE NEAR RAIL, 84 FEET SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 60, 5
 EN0385'FEET SOUTH OF A TELEPHONE POLE, 2 FEET EAST OF A METAL WITNESS POST,
 EN0385'ABOUT 4 FEET BELOW THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE
 EN0385'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EN0385
 EN0385                          STATION RECOVERY (1984)
 EN0385
 EN0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1103 ***********************************************************************
 FL1103  DESIGNATION -  E 1132
 FL1103  PID         -  FL1103
 FL1103  STATE/COUNTY-  TX/RANDALL
 FL1103  USGS QUAD   -  AMARILLO EAST (1973)
 FL1103
 FL1103                         *CURRENT SURVEY CONTROL
 FL1103  ___________________________________________________________________
 FL1103* NAD 83(1986)-  35 08 33.     (N)    101 50 22.     (W)     SCALED    
 FL1103* NAVD 88     -      1108.437  (meters)    3636.60   (feet)  ADJUSTED  
 FL1103  ___________________________________________________________________
 FL1103  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL1103  DYNAMIC HT  -        1107.113 (meters)    3632.25  (feet)  COMP
 FL1103  MODELED GRAV-     979,401.5   (mgal)                       NAVD 88
 FL1103
 FL1103  VERT ORDER  -  FIRST     CLASS II
 FL1103
 FL1103.The horizontal coordinates were scaled from a topographic map and have
 FL1103.an estimated accuracy of +/- 6 seconds.
 FL1103
 FL1103.The orthometric height was determined by differential leveling
 FL1103.and adjusted by the National Geodetic Survey in June 1991..
 FL1103
 FL1103.The geoid height was determined by GEOID03.
 FL1103
 FL1103.The dynamic height is computed by dividing the NAVD 88
 FL1103.geopotential number by the normal gravity value computed on the
 FL1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1103.degrees latitude (g = 980.6199 gals.).
 FL1103
 FL1103.The modeled gravity was interpolated from observed gravity values.
 FL1103
 FL1103;                    North         East    Units  Estimated Accuracy
 FL1103;SPC TX N     - 1,126,800.      169,070.      MT  (+/- 180 meters Scaled)
 FL1103
 FL1103                          SUPERSEDED SURVEY CONTROL
 FL1103
 FL1103  NGVD 29 (??/??/92) 1107.895  (m)         3634.82   (f) ADJ UNCH    1 2
 FL1103
 FL1103.Superseded values are not recommended for survey control.
 FL1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1103.See file dsdata.txt to determine how the superseded data were derived.
 FL1103
 FL1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD413925(NAD 83)
 FL1103_MARKER: DB = BENCH MARK DISK
 FL1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1103_STAMPING: E 1132 1958
 FL1103_MARK LOGO: CGS   
 FL1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1103+STABILITY: SURFACE MOTION
 FL1103
 FL1103  HISTORY     - Date     Condition        Report By
 FL1103  HISTORY     - 1958     MONUMENTED       CGS
 FL1103  HISTORY     - 1984     GOOD             NGS
 FL1103
 FL1103                          STATION DESCRIPTION
 FL1103
 FL1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1103'5.15 MI S FROM AMARILLO.
 FL1103'ABOUT 4.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1103'THE STATION AT AMARILLO, THENCE ABOUT 0.45 MILE EAST ALONG A DIRT
 FL1103'ROAD, THENCE ABOUT 0.4 MILE SOUTH ALONG A DIRT ROAD TO THE PALO DURO
 FL1103'AIRPORT, 47 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE SECOND
 FL1103'HANGAR, 3 1/2 FEET NORTH OF A POWER POLE, 1 1/2 FEET EAST OF A FENCE,
 FL1103'2 FEET SOUTH OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE
 FL1103'POST PROJECTING 6 INCHES.
 FL1103
 FL1103                          STATION RECOVERY (1984)
 FL1103
 FL1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1103'RECOVERED IN GOOD CONDITION.  NOTE=THE HANGAR MENTIONED IS THE 3RD NOT
 FL1103'THE 2ND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1247 ***********************************************************************
 CS1247  DESIGNATION -  E 1134
 CS1247  PID         -  CS1247
 CS1247  STATE/COUNTY-  TX/DALLAS
 CS1247  USGS QUAD   -  IRVING (1981)
 CS1247
 CS1247                         *CURRENT SURVEY CONTROL
 CS1247  ___________________________________________________________________
 CS1247* NAD 83(1986)-  32 49 27.     (N)    096 55 10.     (W)     SCALED    
 CS1247* NAVD 88     -       149.101  (meters)     489.18   (feet)  ADJUSTED  
 CS1247  ___________________________________________________________________
 CS1247  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CS1247  DYNAMIC HT  -         148.931 (meters)     488.62  (feet)  COMP
 CS1247  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 CS1247
 CS1247  VERT ORDER  -  FIRST     CLASS II
 CS1247
 CS1247.The horizontal coordinates were scaled from a topographic map and have
 CS1247.an estimated accuracy of +/- 6 seconds.
 CS1247
 CS1247.The orthometric height was determined by differential leveling
 CS1247.and adjusted by the National Geodetic Survey in June 1991..
 CS1247
 CS1247.The geoid height was determined by GEOID03.
 CS1247
 CS1247.The dynamic height is computed by dividing the NAVD 88
 CS1247.geopotential number by the normal gravity value computed on the
 CS1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1247.degrees latitude (g = 980.6199 gals.).
 CS1247
 CS1247.The modeled gravity was interpolated from observed gravity values.
 CS1247
 CS1247;                    North         East    Units  Estimated Accuracy
 CS1247;SPC TXNC     - 2,129,470.      747,980.      MT  (+/- 180 meters Scaled)
 CS1247
 CS1247                          SUPERSEDED SURVEY CONTROL
 CS1247
 CS1247  NGVD 29 (??/??/92)  149.117  (m)          489.23   (f) ADJ UNCH    1 2
 CS1247
 CS1247.Superseded values are not recommended for survey control.
 CS1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1247.See file dsdata.txt to determine how the superseded data were derived.
 CS1247
 CS1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB947337(NAD 83)
 CS1247_MARKER: DB = BENCH MARK DISK
 CS1247_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CS1247_SP_SET: 44 FEET
 CS1247_STAMPING: E 1134 1958
 CS1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1247
 CS1247  HISTORY     - Date     Condition        Report By
 CS1247  HISTORY     - 1958     MONUMENTED       CGS
 CS1247
 CS1247                          STATION DESCRIPTION
 CS1247
 CS1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CS1247'3.65 MI SW FROM DALLAS.
 CS1247'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 183, OR LOOP 12, FROM
 CS1247'THE TRAFFIC CIRCLE AT THE JUNCTION OF STATE HIGHWAY 114, THENCE ABOUT
 CS1247'1.0 MILE SOUTH ALONG LOOP 12, 152 FEET WEST OF THE CENTER LINE OF LOOP
 CS1247'12, 1 FOOT NORTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE PORCH OF
 CS1247'THE BOREN-MALONE COMPANY BUILDING, 49 FEET SOUTH OF THE CENTER OF THE
 CS1247'EAST ENTRANCE TO THE BUILDING, AND ON THE TOP OF A 5/8-INCH COPPER
 CS1247'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 44 FEET AND IS ENCASED IN A
 CS1247'6-INCH TILE FLUSH WITH THE LEVEL OF THE PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0488 ***********************************************************************
 AV0488  DESIGNATION -  E 1135
 AV0488  PID         -  AV0488
 AV0488  STATE/COUNTY-  TX/JEFFERSON
 AV0488  USGS QUAD   -  SABINE PASS (1993)
 AV0488
 AV0488                         *CURRENT SURVEY CONTROL
 AV0488  ___________________________________________________________________
 AV0488* NAD 83(1986)-  29 44 50.     (N)    093 55 30.     (W)     SCALED    
 AV0488* NAVD 88     -         0.92   (+/-2cm)       3.0    (feet)  VERTCON   
 AV0488  ___________________________________________________________________
 AV0488  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AV0488
 AV0488  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0488
 AV0488.The horizontal coordinates were scaled from a topographic map and have
 AV0488.an estimated accuracy of +/- 6 seconds.
 AV0488
 AV0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0488.The vertical order pertains to the NGVD 29 superseded value.
 AV0488
 AV0488.The geoid height was determined by GEOID03.
 AV0488
 AV0488;                    North         East    Units  Estimated Accuracy
 AV0488;SPC TXSC     - 4,222,760.    1,090,700.      MT  (+/- 180 meters Scaled)
 AV0488
 AV0488                          SUPERSEDED SURVEY CONTROL
 AV0488
 AV0488  NGVD 29 (??/??/??)    0.914  (m)            3.00   (f) ADJUSTED    1 2
 AV0488
 AV0488.Superseded values are not recommended for survey control.
 AV0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0488.See file dsdata.txt to determine how the superseded data were derived.
 AV0488
 AV0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN105911(NAD 83)
 AV0488_MARKER: DB = BENCH MARK DISK
 AV0488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AV0488_SP_SET: 48 FEET
 AV0488_STAMPING: E 1135 1958
 AV0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0488
 AV0488  HISTORY     - Date     Condition        Report By
 AV0488  HISTORY     - 1958     MONUMENTED       CGS
 AV0488  HISTORY     - 1959     GOOD             CGS
 AV0488  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0488  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AV0488  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0488  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0488  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 AV0488
 AV0488                          STATION DESCRIPTION
 AV0488
 AV0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0488'2.3 MI NW FROM SABINE PASS.
 AV0488'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AV0488'MONUMENT AT SABINE PASS, 99 FEET NORTH OF THE CENTER LINE OF THE
 AV0488'HIGHWAY, 52 FEET EAST OF A TELEPHONE POLE, 14 FEET WEST OF THE CENTER
 AV0488'LINE OF A WOODEN GATE, 0.25 MILE SOUTHEAST OF A LARGE STOCKPEN, 3 FEET
 AV0488'SOUTH OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, AND ON THE
 AV0488'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48
 AV0488'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 AV0488
 AV0488                          STATION RECOVERY (1989)
 AV0488
 AV0488'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0488'MARK NOT FOUND.
 AV0488
 AV0488                          STATION RECOVERY (1994)
 AV0488
 AV0488'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0488'MARK NOT FOUND.
 AV0488
 AV0488                          STATION RECOVERY (2000)
 AV0488
 AV0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0488'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0488
 AV0488                          STATION RECOVERY (2001)
 AV0488
 AV0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0488'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0488
 AV0488                          STATION RECOVERY (2002)
 AV0488
 AV0488'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1406 ***********************************************************************
 AW1406  DESIGNATION -  E 1136
 AW1406  PID         -  AW1406
 AW1406  STATE/COUNTY-  TX/CHAMBERS
 AW1406  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW1406
 AW1406                         *CURRENT SURVEY CONTROL
 AW1406  ___________________________________________________________________
 AW1406* NAD 83(1986)-  29 40 34.     (N)    094 25 50.     (W)     SCALED    
 AW1406* NAVD 88     -         2.96   (+/-2cm)       9.7    (feet)  VERTCON   
 AW1406  ___________________________________________________________________
 AW1406  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1406
 AW1406  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1406
 AW1406.The horizontal coordinates were scaled from a topographic map and have
 AW1406.an estimated accuracy of +/- 6 seconds.
 AW1406
 AW1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1406.The vertical order pertains to the NGVD 29 superseded value.
 AW1406
 AW1406.The geoid height was determined by GEOID03.
 AW1406
 AW1406;                    North         East    Units  Estimated Accuracy
 AW1406;SPC TXSC     - 4,212,870.    1,042,150.      MT  (+/- 180 meters Scaled)
 AW1406
 AW1406                          SUPERSEDED SURVEY CONTROL
 AW1406
 AW1406  NGVD 29 (??/??/92)    2.960  (m)            9.71   (f) ADJ UNCH    1 2
 AW1406
 AW1406.Superseded values are not recommended for survey control.
 AW1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1406.See file dsdata.txt to determine how the superseded data were derived.
 AW1406
 AW1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN615837(NAD 83)
 AW1406_MARKER: DB = BENCH MARK DISK
 AW1406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1406_SP_SET: BRIDGE
 AW1406_STAMPING: E 1136 1958
 AW1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1406+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 AW1406
 AW1406  HISTORY     - Date     Condition        Report By
 AW1406  HISTORY     - 1958     MONUMENTED       CGS
 AW1406  HISTORY     - 1971     GOOD             NGS
 AW1406  HISTORY     - 1978     GOOD             NGS
 AW1406  HISTORY     - 19961125 GOOD             USPSQD
 AW1406  HISTORY     - 20010331 GOOD             NGS
 AW1406  HISTORY     - 20040308 GOOD             USPSQD
 AW1406  HISTORY     - 20050311 GOOD             USPSQD
 AW1406
 AW1406                          STATION DESCRIPTION
 AW1406
 AW1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1406'11.6 MI SW FROM STOWELL.
 AW1406'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE AT
 AW1406'STOWELL, THENCE ABOUT 3.4 MILES WEST ALONG FARM ROAD 1985, ABOUT 0.25
 AW1406'MILE EAST OF A FARMHOUSE, 14 FEET NORTH OF THE CENTER LINE OF THE
 AW1406'ROAD, IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF A CONCRETE
 AW1406'BRIDGE OVER EAST BAY BAYOU, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 AW1406'ROAD.
 AW1406
 AW1406                          STATION RECOVERY (1971)
 AW1406
 AW1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1406'RECOVERED IN GOOD CONDITION.
 AW1406
 AW1406                          STATION RECOVERY (1978)
 AW1406
 AW1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1406'RECOVERED IN GOOD CONDITION.
 AW1406
 AW1406                          STATION RECOVERY (1996)
 AW1406
 AW1406'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1406'RECOVERED IN GOOD CONDITION.
 AW1406
 AW1406                          STATION RECOVERY (2001)
 AW1406
 AW1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1406'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1406
 AW1406                          STATION RECOVERY (2004)
 AW1406
 AW1406'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1406'GO TO N29 40 34.1 W094 25 50.4
 AW1406
 AW1406                          STATION RECOVERY (2005)
 AW1406
 AW1406'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1044 ***********************************************************************
 AW1044  DESIGNATION -  E 1138
 AW1044  PID         -  AW1044
 AW1044  STATE/COUNTY-  TX/GALVESTON
 AW1044  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1044
 AW1044                         *CURRENT SURVEY CONTROL
 AW1044  ___________________________________________________________________
 AW1044* NAD 83(1986)-  29 20 09.     (N)    094 55 54.     (W)     SCALED    
 AW1044* NAVD 88     -         1.132  (meters)       3.71   (feet)  ADJUSTED  
 AW1044  ___________________________________________________________________
 AW1044  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW1044  DYNAMIC HT  -           1.130 (meters)       3.71  (feet)  COMP
 AW1044  MODELED GRAV-     979,264.4   (mgal)                       NAVD 88
 AW1044  OBS GRAVITY -     979,260.4   (mgal)                       GRAV_OBS
 AW1044
 AW1044  VERT ORDER  -  FIRST     CLASS I
 AW1044
 AW1044.The horizontal coordinates were scaled from a topographic map and have
 AW1044.an estimated accuracy of +/- 6 seconds.
 AW1044
 AW1044.The orthometric height was determined by differential leveling
 AW1044.and adjusted by the National Geodetic Survey in June 1991..
 AW1044
 AW1044.The geoid height was determined by GEOID03.
 AW1044
 AW1044.The dynamic height is computed by dividing the NAVD 88
 AW1044.geopotential number by the normal gravity value computed on the
 AW1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1044.degrees latitude (g = 980.6199 gals.).
 AW1044
 AW1044.The modeled gravity was interpolated from observed gravity values.
 AW1044.The observed gravity was obtained from relative gravimeter ties
 AW1044.to the IGSN71 gravity network.
 AW1044
 AW1044;                    North         East    Units  Estimated Accuracy
 AW1044;SPC TXSC     - 4,173,390.      994,990.      MT  (+/- 180 meters Scaled)
 AW1044
 AW1044                          SUPERSEDED SURVEY CONTROL
 AW1044
 AW1044  NGVD 29 (12/23/87)    1.129  (m)            3.70   (f) ADJUSTED    1 1
 AW1044
 AW1044.Superseded values are not recommended for survey control.
 AW1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1044.See file dsdata.txt to determine how the superseded data were derived.
 AW1044
 AW1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN124467(NAD 83)
 AW1044_MARKER: DB = BENCH MARK DISK
 AW1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1044_SP_SET: CONCRETE POST
 AW1044_STAMPING: E 1138 1958
 AW1044_MARK LOGO: CGS   
 AW1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1044+STABILITY: SURFACE MOTION
 AW1044
 AW1044  HISTORY     - Date     Condition        Report By
 AW1044  HISTORY     - 1958     MONUMENTED       CGS
 AW1044  HISTORY     - 1973     GOOD             NGS
 AW1044  HISTORY     - 1976     GOOD             NGS
 AW1044  HISTORY     - 1976     GOOD             NGS
 AW1044  HISTORY     - 1978     GOOD             NGS
 AW1044  HISTORY     - 1983     GOOD             NGS
 AW1044  HISTORY     - 1987     GOOD             USPSQD
 AW1044  HISTORY     - 1987     GOOD             NGS
 AW1044  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1044
 AW1044                          STATION DESCRIPTION
 AW1044
 AW1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1044'3.75 MI SE FROM LA MARQUE.
 AW1044'3.75 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF FARM
 AW1044'ROAD 1765 AT LA MARQUE, 67 FEET WEST OF THE CENTER LINE OF THE WEST
 AW1044'TRAFFIC LANES, 50 FEET NORTHWET OF A POWER POLE WITH TWO BRACES, 37.5
 AW1044'FEET WEST OF THE SOUTH END OF A CONCRETE HEADWALL, 3.0 FEET WEST OF A
 AW1044'FENCE, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AW1044'GROUND, 0.8 FOOT SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN
 AW1044'THE ROAD.
 AW1044
 AW1044                          STATION RECOVERY (1976)
 AW1044
 AW1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1044'RECOVERED IN GOOD CONDITION.
 AW1044
 AW1044                          STATION RECOVERY (1976)
 AW1044
 AW1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1044'RECOVERED IN GOOD CONDITION.
 AW1044
 AW1044                          STATION RECOVERY (1978)
 AW1044
 AW1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1044'RECOVERED IN GOOD CONDITION.
 AW1044
 AW1044                          STATION RECOVERY (1983)
 AW1044
 AW1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1044'RECOVERED IN GOOD CONDITION.
 AW1044
 AW1044                          STATION RECOVERY (1987)
 AW1044
 AW1044'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1044'RECOVERED IN GOOD CONDITION.
 AW1044
 AW1044                          STATION RECOVERY (1987)
 AW1044
 AW1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1044'RECOVERED IN GOOD CONDITION.
 AW1044
 AW1044                          STATION RECOVERY (1989)
 AW1044
 AW1044'RECOVERY NOTE BY US POWER SQUADRON 1989 (EEM)
 AW1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1429 ***********************************************************************
 AW1429  DESIGNATION -  E 1139
 AW1429  PID         -  AW1429
 AW1429  STATE/COUNTY-  TX/CHAMBERS
 AW1429  USGS QUAD   -  LAKE STEPHENSON (1994)
 AW1429
 AW1429                         *CURRENT SURVEY CONTROL
 AW1429  ___________________________________________________________________
 AW1429* NAD 83(1986)-  29 37 22.     (N)    094 40 49.     (W)     SCALED    
 AW1429* NAVD 88     -         0.93   (+/-2cm)       3.1    (feet)  VERTCON   
 AW1429  ___________________________________________________________________
 AW1429  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1429  OBS GRAVITY -     979,279.1   (mgal)                       GRAV_OBS
 AW1429
 AW1429  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1429
 AW1429.The horizontal coordinates were scaled from a topographic map and have
 AW1429.an estimated accuracy of +/- 6 seconds.
 AW1429
 AW1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1429.The vertical order pertains to the NGVD 29 superseded value.
 AW1429
 AW1429.The geoid height was determined by GEOID03.
 AW1429.The observed gravity was obtained from relative gravimeter ties
 AW1429.to the IGSN71 gravity network.
 AW1429
 AW1429;                    North         East    Units  Estimated Accuracy
 AW1429;SPC TXSC     - 4,206,040.    1,018,210.      MT  (+/- 180 meters Scaled)
 AW1429
 AW1429                          SUPERSEDED SURVEY CONTROL
 AW1429
 AW1429  NGVD 29 (??/??/92)    0.932  (m)            3.06   (f) ADJ UNCH    1 2
 AW1429
 AW1429.Superseded values are not recommended for survey control.
 AW1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1429.See file dsdata.txt to determine how the superseded data were derived.
 AW1429
 AW1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN373781(NAD 83)
 AW1429_MARKER: DB = BENCH MARK DISK
 AW1429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1429_SP_SET: CULVERT
 AW1429_STAMPING: E 1139 1959
 AW1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1429
 AW1429  HISTORY     - Date     Condition        Report By
 AW1429  HISTORY     - 1959     MONUMENTED       CGS
 AW1429  HISTORY     - 1973     GOOD             NGS
 AW1429  HISTORY     - 1978     GOOD             NGS
 AW1429  HISTORY     - 1990     GOOD             USPSQD
 AW1429  HISTORY     - 1991     GOOD             USPSQD
 AW1429  HISTORY     - 20010331 GOOD             NGS
 AW1429  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1429  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 AW1429
 AW1429                          STATION DESCRIPTION
 AW1429
 AW1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1429'8.7 MI NE FROM SMITH POINT.
 AW1429'ABOUT 8.7 MILES NORTHEAST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1429'GROCERY STORE AT SMITH POINT, AT THE OUTSIDE OF A CURVE IN THE ROAD
 AW1429'WITH A SHELL ROAD LEADING WEST FROM CENTER OF CURVE, 28 FEET NORTHWEST
 AW1429'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE CENTER OF THE
 AW1429'NORTHWEST CONCRETE HEADWALL FOR A 4 CHANNEL PIPE CULVERT UNDER THE
 AW1429'ROAD AND 3 FEET BELOW THE LEVEL OF THE ROAD.
 AW1429
 AW1429                          STATION RECOVERY (1978)
 AW1429
 AW1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1429'RECOVERED IN GOOD CONDITION.
 AW1429
 AW1429                          STATION RECOVERY (1990)
 AW1429
 AW1429'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AW1429'RECOVERED IN GOOD CONDITION.
 AW1429
 AW1429                          STATION RECOVERY (1991)
 AW1429
 AW1429'RECOVERY NOTE BY US POWER SQUADRON 1991 (GB)
 AW1429'RECOVERED IN GOOD CONDITION.
 AW1429
 AW1429                          STATION RECOVERY (2001)
 AW1429
 AW1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1429'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1429
 AW1429                          STATION RECOVERY (2004)
 AW1429
 AW1429'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1429'MARK NOT FOUND.
 AW1429
 AW1429                          STATION RECOVERY (2005)
 AW1429
 AW1429'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0300 ***********************************************************************
 EM0300  DESIGNATION -  E 114
 EM0300  PID         -  EM0300
 EM0300  STATE/COUNTY-  TX/WILBARGER
 EM0300  USGS QUAD   -  HARROLD (1990)
 EM0300
 EM0300                         *CURRENT SURVEY CONTROL
 EM0300  ___________________________________________________________________
 EM0300* NAD 83(1986)-  34 06 52.     (N)    099 06 27.     (W)     SCALED    
 EM0300* NAVD 88     -       390.147  (meters)    1280.01   (feet)  ADJUSTED  
 EM0300  ___________________________________________________________________
 EM0300  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EM0300  DYNAMIC HT  -         389.712 (meters)    1278.58  (feet)  COMP
 EM0300  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 EM0300
 EM0300  VERT ORDER  -  FIRST     CLASS II
 EM0300
 EM0300.The horizontal coordinates were scaled from a topographic map and have
 EM0300.an estimated accuracy of +/- 6 seconds.
 EM0300
 EM0300.The orthometric height was determined by differential leveling
 EM0300.and adjusted by the National Geodetic Survey in June 1991..
 EM0300
 EM0300.The geoid height was determined by GEOID03.
 EM0300
 EM0300.The dynamic height is computed by dividing the NAVD 88
 EM0300.geopotential number by the normal gravity value computed on the
 EM0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0300.degrees latitude (g = 980.6199 gals.).
 EM0300
 EM0300.The modeled gravity was interpolated from observed gravity values.
 EM0300
 EM0300;                    North         East    Units  Estimated Accuracy
 EM0300;SPC TXNC     - 2,271,610.      543,950.      MT  (+/- 180 meters Scaled)
 EM0300
 EM0300                          SUPERSEDED SURVEY CONTROL
 EM0300
 EM0300  NGVD 29 (??/??/92)  390.015  (m)         1279.57   (f) ADJ UNCH    1 2
 EM0300
 EM0300.Superseded values are not recommended for survey control.
 EM0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0300.See file dsdata.txt to determine how the superseded data were derived.
 EM0300
 EM0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC900748(NAD 83)
 EM0300_MARKER: DB = BENCH MARK DISK
 EM0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0300_STAMPING: 1279.574 E 114 1933
 EM0300_MARK LOGO: CGS   
 EM0300_PROJECTION: FLUSH
 EM0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0300+STABILITY: SURFACE MOTION
 EM0300
 EM0300  HISTORY     - Date     Condition        Report By
 EM0300  HISTORY     - 1933     MONUMENTED       CGS
 EM0300  HISTORY     - 1957     GOOD             NGS
 EM0300  HISTORY     - 1984     GOOD             NGS
 EM0300
 EM0300                          STATION DESCRIPTION
 EM0300
 EM0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0300'2.2 MI SE FROM OKLAUNION.
 EM0300'2.2 MILES SOUTHEAST ALONG  THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0300'OKLAUNION, WILBARGER COUNTY, AT MILEAGE 152.7, 0.2 MILE NORTHWEST OF A
 EM0300'PRIVATE ROAD CROSSINGS, AND 37 FEET NORTHEAST OF THE CENTERLINE OF THE
 EM0300'TRACK.  A STANDARD DISK, STAMPED 1279.574 E 114 1933 AND SET IN THE
 EM0300'TOP OF A CONCRETE POST.  NOTE -- MARK IS 16 FEET SOUTHEAST OF THE
 EM0300'SIXTH POLE NORTHWEST OF A PRIVATE ROAD CROSSING AND IS ON LINE WITH
 EM0300'POLES.
 EM0300
 EM0300                          STATION RECOVERY (1984)
 EM0300
 EM0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0300'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.3 KM (10.75
 EM0300'MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 EM0300'STATION IN VERNON, 0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST 153, 0.2 KM
 EM0300'(0.1 MI) NORTHWEST OF THE INTERSECTION OF A PRIVATE ROAD, 22.1 METERS
 EM0300'(72.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 EM0300'U.S. HIGHWAY 287, 11.9 METERS (39.0 FT) NORTHEAST OF THE NEAR RAIL,
 EM0300'AND 0.6 METER (2.0 FT) NORTHWEST OF A WOODEN POST.
 EM0300'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EM0300'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0524 ***********************************************************************
 BL0524  DESIGNATION -  E 1140
 BL0524  PID         -  BL0524
 BL0524  STATE/COUNTY-  TX/LIBERTY
 BL0524  USGS QUAD   -  DEVERS (1984)
 BL0524
 BL0524                         *CURRENT SURVEY CONTROL
 BL0524  ___________________________________________________________________
 BL0524* NAD 83(1986)-  30 00 11.     (N)    094 30 26.     (W)     SCALED    
 BL0524* NAVD 88     -        15.26   (+/-2cm)      50.1    (feet)  VERTCON   
 BL0524  ___________________________________________________________________
 BL0524  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0524
 BL0524  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0524
 BL0524.The horizontal coordinates were scaled from a topographic map and have
 BL0524.an estimated accuracy of +/- 6 seconds.
 BL0524
 BL0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0524.The vertical order pertains to the NGVD 29 superseded value.
 BL0524
 BL0524.The geoid height was determined by GEOID03.
 BL0524
 BL0524;                    North         East    Units  Estimated Accuracy
 BL0524;SPC TX C     - 3,052,010.    1,261,880.      MT  (+/- 180 meters Scaled)
 BL0524
 BL0524                          SUPERSEDED SURVEY CONTROL
 BL0524
 BL0524  NGVD 29 (??/??/92)   15.265  (m)           50.08   (f) ADJ UNCH    1 2
 BL0524
 BL0524.Superseded values are not recommended for survey control.
 BL0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0524.See file dsdata.txt to determine how the superseded data were derived.
 BL0524
 BL0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP546200(NAD 83)
 BL0524_MARKER: DB = BENCH MARK DISK
 BL0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0524_STAMPING: E 1140 1959
 BL0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0524+STABILITY: SURFACE MOTION
 BL0524
 BL0524  HISTORY     - Date     Condition        Report By
 BL0524  HISTORY     - 1959     MONUMENTED       CGS
 BL0524
 BL0524                          STATION DESCRIPTION
 BL0524
 BL0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BL0524'1.6 MI S FROM FELICIA.
 BL0524'ABOUT 0.1 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE D. H. WILLIS RICE
 BL0524'DRIER MILL AT FELICIA, THENCE ABOUT 1.5 MILES SOUTH ALNG FARM ROAD
 BL0524'1009, AT THE JUNCTION OF A DIRT ROAD LEADING WEST, 44 FEET NORTH OF
 BL0524'THE CENTER LINE OF THE DIRT ROAD, 5 FEET NORTH OF POWER POLE 635, 11
 BL0524'FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, 1.4 FEET WEST OF
 BL0524'A METAL WITNESS POST, ABOUT LEVEL WITH THE DIRT ROAD, AND IN THE TOP
 BL0524'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0130 ***********************************************************************
 AH0130  DESIGNATION -  E 1141
 AH0130  PID         -  AH0130
 AH0130  STATE/COUNTY-  TX/SAN PATRICIO
 AH0130  USGS QUAD   -  PORTLAND (1975)
 AH0130
 AH0130                         *CURRENT SURVEY CONTROL
 AH0130  ___________________________________________________________________
 AH0130* NAD 83(1986)-  27 51 52.     (N)    097 19 57.     (W)     SCALED    
 AH0130* NAVD 88     -         1.110  (meters)       3.64   (feet)  ADJUSTED  
 AH0130  ___________________________________________________________________
 AH0130  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH0130  DYNAMIC HT  -           1.109 (meters)       3.64  (feet)  COMP
 AH0130  MODELED GRAV-     979,134.0   (mgal)                       NAVD 88
 AH0130
 AH0130  VERT ORDER  -  FIRST     CLASS II
 AH0130
 AH0130.The horizontal coordinates were scaled from a topographic map and have
 AH0130.an estimated accuracy of +/- 6 seconds.
 AH0130
 AH0130.The orthometric height was determined by differential leveling
 AH0130.and adjusted by the National Geodetic Survey in June 1991..
 AH0130
 AH0130.The geoid height was determined by GEOID03.
 AH0130
 AH0130.The dynamic height is computed by dividing the NAVD 88
 AH0130.geopotential number by the normal gravity value computed on the
 AH0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0130.degrees latitude (g = 980.6199 gals.).
 AH0130
 AH0130.The modeled gravity was interpolated from observed gravity values.
 AH0130
 AH0130;                    North         East    Units  Estimated Accuracy
 AH0130;SPC TX S     - 5,244,040.      414,980.      MT  (+/- 180 meters Scaled)
 AH0130
 AH0130                          SUPERSEDED SURVEY CONTROL
 AH0130
 AH0130  NGVD 29 (??/??/92)    1.302  (m)            4.27   (f) ADJ UNCH    1 2
 AH0130
 AH0130.Superseded values are not recommended for survey control.
 AH0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0130.See file dsdata.txt to determine how the superseded data were derived.
 AH0130
 AH0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR641833(NAD 83)
 AH0130_MARKER: DB = BENCH MARK DISK
 AH0130_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH0130_SP_SET: 56 FT
 AH0130_STAMPING: E 1141 1959
 AH0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0130
 AH0130  HISTORY     - Date     Condition        Report By
 AH0130  HISTORY     - 1959     MONUMENTED       CGS
 AH0130  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0130  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0130
 AH0130                          STATION DESCRIPTION
 AH0130
 AH0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0130'1.45 MI SW FROM PORTLAND.
 AH0130'ABOUT 1.45 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0130'FROM THE CITY WATER TANK AT PORTLAND, 69 FEET WEST-NORTHWEST AND
 AH0130'ACROSS THE TRACKS FROM THE SECOND POLE NORTHEAST OF MILEPOST 143, 69
 AH0130'FEET SOUTHEAST OF THE CENTER LINE OF A PAVED ROAD, 33 FEET NORTHWEST
 AH0130'OF THE NORTHWEST RAIL, 12 FEET SOUTHEAST OF A POLE, 1.5 FEET NORTHEAST
 AH0130'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 3 FEET
 AH0130'BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER
 AH0130'COATED ROAD WHICH IS DRIVEN TO A DEPTH OF 56 FEET AND IS ENCASED IN A
 AH0130'6-INCH TILE PROJECTING 6 INCHES.
 AH0130
 AH0130                          STATION RECOVERY (1968)
 AH0130
 AH0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0130'MARK NOT FOUND.
 AH0130
 AH0130                          STATION RECOVERY (1978)
 AH0130
 AH0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0130'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0194 ***********************************************************************
 AH0194  DESIGNATION -  E 1142
 AH0194  PID         -  AH0194
 AH0194  STATE/COUNTY-  TX/SAN PATRICIO
 AH0194  USGS QUAD   -  TAFT (1975)
 AH0194
 AH0194                         *CURRENT SURVEY CONTROL
 AH0194  ___________________________________________________________________
 AH0194* NAD 83(1986)-  27 59 06.     (N)    097 22 58.     (W)     SCALED    
 AH0194* NAVD 88     -        14.155  (meters)      46.44   (feet)  ADJUSTED  
 AH0194  ___________________________________________________________________
 AH0194  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AH0194  DYNAMIC HT  -          14.133 (meters)      46.37  (feet)  COMP
 AH0194  MODELED GRAV-     979,135.9   (mgal)                       NAVD 88
 AH0194
 AH0194  VERT ORDER  -  FIRST     CLASS II
 AH0194
 AH0194.The horizontal coordinates were scaled from a topographic map and have
 AH0194.an estimated accuracy of +/- 6 seconds.
 AH0194
 AH0194.The orthometric height was determined by differential leveling
 AH0194.and adjusted by the National Geodetic Survey in June 1991..
 AH0194
 AH0194.The geoid height was determined by GEOID03.
 AH0194
 AH0194.The dynamic height is computed by dividing the NAVD 88
 AH0194.geopotential number by the normal gravity value computed on the
 AH0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0194.degrees latitude (g = 980.6199 gals.).
 AH0194
 AH0194.The modeled gravity was interpolated from observed gravity values.
 AH0194
 AH0194;                    North         East    Units  Estimated Accuracy
 AH0194;SPC TX S     - 5,257,350.      409,910.      MT  (+/- 180 meters Scaled)
 AH0194
 AH0194                          SUPERSEDED SURVEY CONTROL
 AH0194
 AH0194  NGVD 29 (??/??/92)   14.334  (m)           47.03   (f) ADJ UNCH    1 2
 AH0194
 AH0194.Superseded values are not recommended for survey control.
 AH0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0194.See file dsdata.txt to determine how the superseded data were derived.
 AH0194
 AH0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR590965(NAD 83)
 AH0194_MARKER: DB = BENCH MARK DISK
 AH0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0194_SP_SET: BASE
 AH0194_STAMPING: E 1142 1959
 AH0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0194
 AH0194  HISTORY     - Date     Condition        Report By
 AH0194  HISTORY     - 1959     MONUMENTED       CGS
 AH0194  HISTORY     - 1978     GOOD             NGS
 AH0194  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0194  HISTORY     - 19950610 GOOD             USPSQD
 AH0194
 AH0194                          STATION DESCRIPTION
 AH0194
 AH0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0194'0.2 MI E FROM TAFT.
 AH0194'ABOUT 0.2 MILE EAST ALONG U. S. HIGHWAY 181 FROM THE TEXAS AND NEW
 AH0194'ORLEANS RAILROAD STATION AT TAFT, THENCE ABOUT 0.8 MILE NORTH ALONG
 AH0194'TUTT AVENUE, THENCE ABOUT 0.15 MILE EAST ALONG A PAVED ROAD, AT THE
 AH0194'WORSHAM AIRPORT, IN THE TOP OF THE CONCRETE BASE OF THE HANGAR DOOR
 AH0194'TRACK, 23 1/2 FEET NORTH OF THE SOUTHEAST CORNER OF THE HANGAR, AND
 AH0194'ABOUT LEVEL WITH THE FLOOR.
 AH0194
 AH0194                          STATION RECOVERY (1978)
 AH0194
 AH0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0194'RECOVERED IN GOOD CONDITION.
 AH0194
 AH0194                          STATION RECOVERY (1984)
 AH0194
 AH0194'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0194'MARK NOT FOUND.
 AH0194
 AH0194                          STATION RECOVERY (1995)
 AH0194
 AH0194'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1177 ***********************************************************************
 AW1177  DESIGNATION -  E 1143
 AW1177  PID         -  AW1177
 AW1177  STATE/COUNTY-  TX/BRAZORIA
 AW1177  USGS QUAD   -  ANGLETON (1974)
 AW1177
 AW1177                         *CURRENT SURVEY CONTROL
 AW1177  ___________________________________________________________________
 AW1177* NAD 83(1986)-  29 09 32.     (N)    095 25 53.     (W)     SCALED    
 AW1177* NAVD 88     -         8.48   (+/-2cm)      27.8    (feet)  VERTCON   
 AW1177  ___________________________________________________________________
 AW1177  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW1177
 AW1177  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1177
 AW1177.The horizontal coordinates were scaled from a topographic map and have
 AW1177.an estimated accuracy of +/- 6 seconds.
 AW1177
 AW1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1177.The vertical order pertains to the NGVD 29 superseded value.
 AW1177
 AW1177.The geoid height was determined by GEOID03.
 AW1177
 AW1177;                    North         East    Units  Estimated Accuracy
 AW1177;SPC TXSC     - 4,152,200.      947,090.      MT  (+/- 180 meters Scaled)
 AW1177
 AW1177                          SUPERSEDED SURVEY CONTROL
 AW1177
 AW1177  NGVD 29 (??/??/92)    8.488  (m)           27.85   (f) ADJ UNCH    1 1
 AW1177
 AW1177.Superseded values are not recommended for survey control.
 AW1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1177.See file dsdata.txt to determine how the superseded data were derived.
 AW1177
 AW1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN635280(NAD 83)
 AW1177_MARKER: DB = BENCH MARK DISK
 AW1177_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1177_SP_SET: 72 FEET
 AW1177_STAMPING: E 1143 1959
 AW1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1177
 AW1177  HISTORY     - Date     Condition        Report By
 AW1177  HISTORY     - 1959     MONUMENTED       CGS
 AW1177  HISTORY     - 1973     GOOD             NGS
 AW1177  HISTORY     - 1978     GOOD             NGS
 AW1177  HISTORY     - 1980     GOOD             USGS
 AW1177  HISTORY     - 1987     POOR             USPSQD
 AW1177  HISTORY     - 1990     GOOD             USPSQD
 AW1177  HISTORY     - 19910704 GOOD             USPSQD
 AW1177  HISTORY     - 19970628 GOOD             USPSQD
 AW1177
 AW1177                          STATION DESCRIPTION
 AW1177
 AW1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1177'IN ANGLETON.
 AW1177'AT ANGLETON, ALONG THE MISSOURI PACIFIC RAILROAD, 0.1 MILE NORTHEAST
 AW1177'OF THE STATION, AT THE CROSSING OF STATE HIGHWAY 288 (VELASCO STREET),
 AW1177'70.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 102 1/2 FEET WEST OF THE
 AW1177'CENTER LINE OF THE HIGHWAY, 60.3 FEET SOUTH OF THE SOUTHEAST CORNER OF
 AW1177'ANGLETON LUMBER COMPANY BUILDING, 17 FEET NORTH OF THE SOUTHEAST
 AW1177'CORNER OF A CYCLONE FENCE, 2.5 FEET EAST OF THE FENCE, 32 FEET SOUTH
 AW1177'OF THE SOUTH END OF A GATE IN THE FENCE, 29 1/2 FEET WEST OF A POWER
 AW1177'POLE, 0.6 FOOT EAST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE
 AW1177'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN 72
 AW1177'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH TILE
 AW1177'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AW1177
 AW1177                          STATION RECOVERY (1978)
 AW1177
 AW1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1177'RECOVERED IN GOOD CONDITION.
 AW1177
 AW1177                          STATION RECOVERY (1980)
 AW1177
 AW1177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 AW1177'RECOVERED IN GOOD CONDITION.
 AW1177
 AW1177                          STATION RECOVERY (1987)
 AW1177
 AW1177'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1177'MARK RECOVERED IN POOR CONDITION.
 AW1177
 AW1177                          STATION RECOVERY (1990)
 AW1177
 AW1177'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW1177'RECOVERED IN GOOD CONDITION.
 AW1177
 AW1177                          STATION RECOVERY (1991)
 AW1177
 AW1177'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1177'RECOVERED IN GOOD CONDITION.
 AW1177
 AW1177                          STATION RECOVERY (1997)
 AW1177
 AW1177'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3242 ***********************************************************************
 AW3242  DESIGNATION -  E 1144
 AW3242  PID         -  AW3242
 AW3242  STATE/COUNTY-  TX/HARRIS
 AW3242  USGS QUAD   -  SETTEGAST (1995)
 AW3242
 AW3242                         *CURRENT SURVEY CONTROL
 AW3242  ___________________________________________________________________
 AW3242* NAD 83(1986)-  29 47 43.     (N)    095 17 52.     (W)     SCALED    
 AW3242* NAVD 88     -        14.03   (+/-2cm)      46.0    (feet)  VERTCON   
 AW3242  ___________________________________________________________________
 AW3242  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW3242
 AW3242  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3242
 AW3242.The horizontal coordinates were scaled from a topographic map and have
 AW3242.an estimated accuracy of +/- 6 seconds.
 AW3242
 AW3242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3242.The vertical order pertains to the NGVD 29 superseded value.
 AW3242
 AW3242.The geoid height was determined by GEOID03.
 AW3242
 AW3242;                    North         East    Units  Estimated Accuracy
 AW3242;SPC TXSC     - 4,223,100.      957,850.      MT  (+/- 180 meters Scaled)
 AW3242
 AW3242                          SUPERSEDED SURVEY CONTROL
 AW3242
 AW3242  NGVD 29 (??/??/92)   14.030  (m)           46.03   (f) ADJ UNCH    1 2
 AW3242
 AW3242.Superseded values are not recommended for survey control.
 AW3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3242.See file dsdata.txt to determine how the superseded data were derived.
 AW3242
 AW3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN779983(NAD 83)
 AW3242_MARKER: DB = BENCH MARK DISK
 AW3242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3242_STAMPING: E 1144 1959
 AW3242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3242+STABILITY: SURFACE MOTION
 AW3242
 AW3242  HISTORY     - Date     Condition        Report By
 AW3242  HISTORY     - 1959     MONUMENTED       CGS
 AW3242  HISTORY     - 1963     GOOD             NGS
 AW3242  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW3242  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW3242
 AW3242                          STATION DESCRIPTION
 AW3242
 AW3242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3242'4.65 MI NE FROM HOUSTON.
 AW3242'ABOUT 0.45 MILE NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE NEW
 AW3242'HARRIS COUNTY COURTHOUSE AT HOUSTON, THENCE 0.1 MILE NORTHEAST ALONG
 AW3242'ROTHWELL STREET, THENCE 0.45 MILE EAST ALONG NANCE AVENUE, THENCE 3.65
 AW3242'MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILWAY, 146 FEET
 AW3242'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 80 FEET
 AW3242'NORTHWEST OF THE CENTER LINE OF LIBERTY ROAD, 14 FEET SOUTHWEST OF THE
 AW3242'CENTER OF A METAL GATE AT THE ENTRANCE TO THE PARKING LOT AT THE
 AW3242'PITTSBURG PAINT COMPANY, 23 1/2 FEET SOUTHWEST OF A POWER POLE, 1 1/2
 AW3242'FEET SOUTHEAST OF A HURRICANE FENCE, AND SET IN THE TOP OF A CONCRETE
 AW3242'POST PROJECTING 4 INCHES.  NOTE-- NEW GATES AND PARKING LOT EXPANSION
 AW3242'WORK IN PROGRESS.  BM PROBABLY DESTROYED.
 AW3242
 AW3242                          STATION RECOVERY (1972)
 AW3242
 AW3242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW3242'MARK NOT FOUND.
 AW3242
 AW3242                          STATION RECOVERY (1996)
 AW3242
 AW3242'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3163 ***********************************************************************
 AW3163  DESIGNATION -  E 1145
 AW3163  PID         -  AW3163
 AW3163  STATE/COUNTY-  TX/CHAMBERS
 AW3163  USGS QUAD   -  MONROE CITY (1994)
 AW3163
 AW3163                         *CURRENT SURVEY CONTROL
 AW3163  ___________________________________________________________________
 AW3163* NAD 83(1986)-  29 51 33.     (N)    094 36 31.     (W)     SCALED    
 AW3163* NAVD 88     -         8.48   (+/-2cm)      27.8    (feet)  VERTCON   
 AW3163  ___________________________________________________________________
 AW3163  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW3163
 AW3163  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3163
 AW3163.The horizontal coordinates were scaled from a topographic map and have
 AW3163.an estimated accuracy of +/- 6 seconds.
 AW3163
 AW3163.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3163.The vertical order pertains to the NGVD 29 superseded value.
 AW3163
 AW3163.The geoid height was determined by GEOID03.
 AW3163
 AW3163;                    North         East    Units  Estimated Accuracy
 AW3163;SPC TXSC     - 4,232,480.    1,024,170.      MT  (+/- 180 meters Scaled)
 AW3163
 AW3163                          SUPERSEDED SURVEY CONTROL
 AW3163
 AW3163  NGVD 29 (??/??/92)    8.481  (m)           27.82   (f) ADJ UNCH    1 2
 AW3163
 AW3163.Superseded values are not recommended for survey control.
 AW3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3163.See file dsdata.txt to determine how the superseded data were derived.
 AW3163
 AW3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP446042(NAD 83)
 AW3163_MARKER: DB = BENCH MARK DISK
 AW3163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3163_STAMPING: E 1145 1959
 AW3163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3163+STABILITY: SURFACE MOTION
 AW3163
 AW3163  HISTORY     - Date     Condition        Report By
 AW3163  HISTORY     - 1959     MONUMENTED       CGS
 AW3163  HISTORY     - 1961     GOOD             NGS
 AW3163  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 AW3163  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3163  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3163
 AW3163                          STATION DESCRIPTION
 AW3163
 AW3163'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3163'1.3 MI E FROM HANKAMER.
 AW3163'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 61 FROM THE NEW GRADE SCHOOL
 AW3163'AT HANKAMER, THENCE ABOUT 1.1 MILE EAST ALONG FARM ROAD 1663, 148 FEET
 AW3163'NORTH OF THE CENTER OF A PROPOSED ROAD, 55 FEET WEST-NORTHWEST OF THE
 AW3163'CENTER LINE OF A PRIVATE DRIVEWAY, 21 FEET EAST OF A FENCE, 4 1/2 FEET
 AW3163'SOUTH OF A 24-INCH GUM TREE, AND IN THE TOP OF A CONCRETE POST
 AW3163'PROJECTING 3 INCHES.
 AW3163
 AW3163                          STATION RECOVERY (1961)
 AW3163
 AW3163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AW3163'RECOVERED IN GOOD CONDITION.
 AW3163
 AW3163                          STATION RECOVERY (1996)
 AW3163
 AW3163'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3163'MARK NOT FOUND.
 AW3163
 AW3163                          STATION RECOVERY (2001)
 AW3163
 AW3163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3163'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3163
 AW3163                          STATION RECOVERY (2004)
 AW3163
 AW3163'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1501 ***********************************************************************
 AW1501  DESIGNATION -  E 1146
 AW1501  PID         -  AW1501
 AW1501  STATE/COUNTY-  TX/CHAMBERS
 AW1501  USGS QUAD   -  UMBRELLA POINT (1994)
 AW1501
 AW1501                         *CURRENT SURVEY CONTROL
 AW1501  ___________________________________________________________________
 AW1501* NAD 83(1986)-  29 42 51.     (N)    094 51 31.     (W)     SCALED    
 AW1501* NAVD 88     -         4.26   (+/-2cm)      14.0    (feet)  VERTCON   
 AW1501  ___________________________________________________________________
 AW1501  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW1501  OBS GRAVITY -     979,285.3   (mgal)                       GRAV_OBS
 AW1501
 AW1501  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1501
 AW1501.The horizontal coordinates were scaled from a topographic map and have
 AW1501.an estimated accuracy of +/- 6 seconds.
 AW1501
 AW1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1501.The vertical order pertains to the NGVD 29 superseded value.
 AW1501
 AW1501.The geoid height was determined by GEOID03.
 AW1501.The observed gravity was obtained from relative gravimeter ties
 AW1501.to the IGSN71 gravity network.
 AW1501
 AW1501;                    North         East    Units  Estimated Accuracy
 AW1501;SPC TXSC     - 4,215,540.    1,000,600.      MT  (+/- 180 meters Scaled)
 AW1501
 AW1501                          SUPERSEDED SURVEY CONTROL
 AW1501
 AW1501  NGVD 29 (??/??/92)    4.261  (m)           13.98   (f) ADJ UNCH    1 2
 AW1501
 AW1501.Superseded values are not recommended for survey control.
 AW1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1501.See file dsdata.txt to determine how the superseded data were derived.
 AW1501
 AW1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN202885(NAD 83)
 AW1501_MARKER: DB = BENCH MARK DISK
 AW1501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1501_SP_SET: BRIDGE
 AW1501_STAMPING: E 1146 1959
 AW1501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1501+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW1501
 AW1501  HISTORY     - Date     Condition        Report By
 AW1501  HISTORY     - 1959     MONUMENTED       CGS
 AW1501  HISTORY     - 1973     GOOD             NGS
 AW1501  HISTORY     - 1978     GOOD             NGS
 AW1501  HISTORY     - 1988     GOOD             USPSQD
 AW1501  HISTORY     - 1990     GOOD             USPSQD
 AW1501  HISTORY     - 1992     GOOD             USPSQD
 AW1501  HISTORY     - 20010331 GOOD             NGS
 AW1501  HISTORY     - 20040204 GOOD             USPSQD
 AW1501  HISTORY     - 20050206 GOOD             USPSQD
 AW1501
 AW1501                          STATION DESCRIPTION
 AW1501
 AW1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1501'10.55 MI SW FROM COVE.
 AW1501'ABOUT 5.15 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE I-10 OVERPASS
 AW1501'AT COVE, THENCE 5.4 MILES SOUTH ALONG FARM ROAD 2354, AT A CONCRETE
 AW1501'HIGHWAY BRIDGE OVER CEDAR GULLY, 12 FEET NORTHWEST OF THE CENTER LINE
 AW1501'OF THE ROAD, SET IN THE TOP OF AND THE CENTER OF THE NORTHWEST
 AW1501'CONCRETE CURBING OF THE BRIDGE, AND ABOUT 1.7 FEET ABOVE THE LEVEL OF
 AW1501'THE HIGHWAY.
 AW1501
 AW1501                          STATION RECOVERY (1978)
 AW1501
 AW1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1501'RECOVERED IN GOOD CONDITION.
 AW1501
 AW1501                          STATION RECOVERY (1988)
 AW1501
 AW1501'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1501'RECOVERED IN GOOD CONDITION.
 AW1501
 AW1501                          STATION RECOVERY (1990)
 AW1501
 AW1501'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW1501'RECOVERED IN GOOD CONDITION.
 AW1501
 AW1501                          STATION RECOVERY (1992)
 AW1501
 AW1501'RECOVERY NOTE BY US POWER SQUADRON 1992 (HR)
 AW1501'RECOVERED IN GOOD CONDITION.
 AW1501
 AW1501                          STATION RECOVERY (2001)
 AW1501
 AW1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1501'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1501
 AW1501                          STATION RECOVERY (2004)
 AW1501
 AW1501'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1501'N 29 42.850  W 094 51.517
 AW1501
 AW1501                          STATION RECOVERY (2005)
 AW1501
 AW1501'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1747 ***********************************************************************
 AW1747  DESIGNATION -  E 1147
 AW1747  PID         -  AW1747
 AW1747  STATE/COUNTY-  TX/HARRIS
 AW1747  USGS QUAD   -  LA PORTE (1982)
 AW1747
 AW1747                         *CURRENT SURVEY CONTROL
 AW1747  ___________________________________________________________________
 AW1747* NAD 83(1986)-  29 40 56.     (N)    095 07 24.     (W)     SCALED    
 AW1747* NAVD 88     -         9.81   (+/-2cm)      32.2    (feet)  VERTCON   
 AW1747  ___________________________________________________________________
 AW1747  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1747
 AW1747  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1747
 AW1747.The horizontal coordinates were scaled from a topographic map and have
 AW1747.an estimated accuracy of +/- 6 seconds.
 AW1747
 AW1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1747.The vertical order pertains to the NGVD 29 superseded value.
 AW1747
 AW1747.The geoid height was determined by GEOID03.
 AW1747
 AW1747;                    North         East    Units  Estimated Accuracy
 AW1747;SPC TXSC     - 4,211,130.      975,120.      MT  (+/- 180 meters Scaled)
 AW1747
 AW1747                          SUPERSEDED SURVEY CONTROL
 AW1747
 AW1747  NGVD 29 (??/??/92)    9.811  (m)           32.19   (f) ADJ UNCH    1 2
 AW1747
 AW1747.Superseded values are not recommended for survey control.
 AW1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1747.See file dsdata.txt to determine how the superseded data were derived.
 AW1747
 AW1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945854(NAD 83)
 AW1747_MARKER: DB = BENCH MARK DISK
 AW1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1747_STAMPING: E 1147 1959
 AW1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1747+STABILITY: SURFACE MOTION
 AW1747
 AW1747  HISTORY     - Date     Condition        Report By
 AW1747  HISTORY     - 1959     MONUMENTED       CGS
 AW1747  HISTORY     - 1964     GOOD             NGS
 AW1747  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1747  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW1747  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW1747  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1747  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1747
 AW1747                          STATION DESCRIPTION
 AW1747
 AW1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW1747'1.7 MI S FROM DEER PARK.
 AW1747'ABOUT 1.7 MILES SOUTH ALONG CENTER AVENUE FROM THE POST OFFICE AT DEER
 AW1747'PARK, AT THE JUNCTION WITH PASADENA BOULEVARD LEADING WEST, 49 FEET
 AW1747'WEST OF THE CENTER LINE OF THE AVENUE, 46 FEET NORTH OF THE CENTER
 AW1747'LINE OF PASADENA BOULEVARD, 68 FEET NORTHWEST OF THE CENTER OF THE
 AW1747'JUNCTION 19 FEET NORTH OF A TELEPHONE POLE, 13 FEET NORTH OF A FENCE
 AW1747'CORNER POST, 1 FOOT EAST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS
 AW1747'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW1747
 AW1747                          STATION RECOVERY (1964)
 AW1747
 AW1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1747'RECOVERED IN GOOD CONDITION.
 AW1747
 AW1747                          STATION RECOVERY (1978)
 AW1747
 AW1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1747'NOT RECOVERED.
 AW1747
 AW1747                          STATION RECOVERY (1994)
 AW1747
 AW1747'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1747'MARK NOT FOUND.
 AW1747
 AW1747                          STATION RECOVERY (1999)
 AW1747
 AW1747'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1747'MARK NOT FOUND.
 AW1747
 AW1747                          STATION RECOVERY (2001)
 AW1747
 AW1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1747'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1747
 AW1747                          STATION RECOVERY (2005)
 AW1747
 AW1747'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2294 ***********************************************************************
 AW2294  DESIGNATION -  E 1150
 AW2294  PID         -  AW2294
 AW2294  STATE/COUNTY-  TX/HARRIS
 AW2294  USGS QUAD   -  BELLAIRE (1995)
 AW2294
 AW2294                         *CURRENT SURVEY CONTROL
 AW2294  ___________________________________________________________________
 AW2294* NAD 83(1986)-  29 40 11.     (N)    095 27 43.     (W)     SCALED    
 AW2294* NAVD 88     -        16.720  (meters)      54.86   (feet)  ADJUSTED  
 AW2294  ___________________________________________________________________
 AW2294  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2294  DYNAMIC HT  -          16.697 (meters)      54.78  (feet)  COMP
 AW2294  MODELED GRAV-     979,277.3   (mgal)                       NAVD 88
 AW2294  OBS GRAVITY -     979,280.8   (mgal)                       GRAV_OBS
 AW2294
 AW2294  VERT ORDER  -  FIRST     CLASS II
 AW2294
 AW2294.The horizontal coordinates were scaled from a topographic map and have
 AW2294.an estimated accuracy of +/- 6 seconds.
 AW2294
 AW2294.The orthometric height was determined by differential leveling
 AW2294.and adjusted by the National Geodetic Survey in June 1991..
 AW2294
 AW2294.The geoid height was determined by GEOID03.
 AW2294
 AW2294.The dynamic height is computed by dividing the NAVD 88
 AW2294.geopotential number by the normal gravity value computed on the
 AW2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2294.degrees latitude (g = 980.6199 gals.).
 AW2294
 AW2294.The modeled gravity was interpolated from observed gravity values.
 AW2294.The observed gravity was obtained from relative gravimeter ties
 AW2294.to the IGSN71 gravity network.
 AW2294
 AW2294;                    North         East    Units  Estimated Accuracy
 AW2294;SPC TXSC     - 4,208,700.      942,410.      MT  (+/- 180 meters Scaled)
 AW2294
 AW2294                          SUPERSEDED SURVEY CONTROL
 AW2294
 AW2294  NGVD 29 (12/23/87)   16.716  (m)           54.84   (f) ADJUSTED    1 2
 AW2294
 AW2294.Superseded values are not recommended for survey control.
 AW2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2294.See file dsdata.txt to determine how the superseded data were derived.
 AW2294
 AW2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN617847(NAD 83)
 AW2294_MARKER: DB = BENCH MARK DISK
 AW2294_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW2294_SP_SET: BUILDING FOUNDATION
 AW2294_STAMPING: E 1150 1959
 AW2294_MARK LOGO: CGS   
 AW2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2294+STABILITY: SURFACE MOTION
 AW2294
 AW2294  HISTORY     - Date     Condition        Report By
 AW2294  HISTORY     - 1959     MONUMENTED       CGS
 AW2294  HISTORY     - 1973     GOOD             NGS
 AW2294  HISTORY     - 1978     GOOD             NGS
 AW2294  HISTORY     - 1985     GOOD             USPSQD
 AW2294  HISTORY     - 1986     GOOD             NGS
 AW2294  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2294  HISTORY     - 1987     GOOD             USPSQD
 AW2294  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW2294
 AW2294                          STATION DESCRIPTION
 AW2294
 AW2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2294'3.05 MI SE FROM BELLAIRE.
 AW2294'0.5 MILE EAST ALONG BELLAIRE BOULEVARD FROM THE JUNCTION OF RICE
 AW2294'AVENUE AT BELLAIRE, THENCE 1.9 MILES SOUTH ALONG THE WEST FRONTAGE
 AW2294'ROAD OF WEST LOOP INTERSTATE HIGHWAY 610, THENCE 0.65 MILE SOUTH ALONG
 AW2294'SOUTH POST OAK ROAD, 0.1 MILE SOUTH OF THE JUNCTION OF BELLFORT
 AW2294'AVENUE, AT THE NORTHEAST CORNER OF THE JUNCTION OF MCDERMED DRIVE, IN
 AW2294'THE TOP OF THE WEST CONCRETE FOUNDATION OF A PHILLIPS 66 SERVICE
 AW2294'STATION BUILDING, 161 FEET EAST OF THE CENTER LINE OF THE ROAD, 148
 AW2294'FEET NORTH OF THE CENTER LINE OF THE DRIVE, 17.0 FEET SOUTH OF THE
 AW2294'NORTHWEST CORNER OF THE BUILDING, 2.0 FEET NORTH OF THE NORTH EDGE OF
 AW2294'THE ENTRANCE TO THE CENTER SERVICE STALL, 0.9 FOOT EAST OF THE WEST
 AW2294'EDGE OF THE FOUNDATION, ABOUT LEVEL WITH THE ROAD, AND ABOUT 1/2 FOOT
 AW2294'HIGHER THAN THE CONCRETE RAMP.
 AW2294
 AW2294                          STATION RECOVERY (1978)
 AW2294
 AW2294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2294'RECOVERED IN GOOD CONDITION.
 AW2294
 AW2294                          STATION RECOVERY (1985)
 AW2294
 AW2294'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW2294'PHILLIPS 66 SERVICE STATION--NOW IS PRECISON TUNE CO. EXTENSIVE ROAD
 AW2294'WORK BEING DONE ON POST OAK ROAD. ALL DIMENSIONS FROM ROADWAY
 AW2294'INACCURATE.
 AW2294
 AW2294                          STATION RECOVERY (1986)
 AW2294
 AW2294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2294'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW2294'ADD THE DESCRIBED BUILDING IS NOW MEYER PARK AUTOMOTIVE.
 AW2294
 AW2294                          STATION RECOVERY (1987)
 AW2294
 AW2294'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2294'MARK NOT FOUND.
 AW2294
 AW2294                          STATION RECOVERY (1987)
 AW2294
 AW2294'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2294'RECOVERED IN GOOD CONDITION.
 AW2294
 AW2294                          STATION RECOVERY (1993)
 AW2294
 AW2294'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2046 ***********************************************************************
 AW2046  DESIGNATION -  E 1151
 AW2046  PID         -  AW2046
 AW2046  STATE/COUNTY-  TX/HARRIS
 AW2046  USGS QUAD   -  ALMEDA (1995)
 AW2046
 AW2046                         *CURRENT SURVEY CONTROL
 AW2046  ___________________________________________________________________
 AW2046* NAD 83(1986)-  29 36 21.     (N)    095 25 23.     (W)     SCALED    
 AW2046* NAVD 88     -        17.592  (meters)      57.72   (feet)  ADJUSTED  
 AW2046  ___________________________________________________________________
 AW2046  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW2046  DYNAMIC HT  -          17.568 (meters)      57.64  (feet)  COMP
 AW2046  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 AW2046
 AW2046  VERT ORDER  -  FIRST     CLASS II
 AW2046
 AW2046.The horizontal coordinates were scaled from a topographic map and have
 AW2046.an estimated accuracy of +/- 6 seconds.
 AW2046
 AW2046.The orthometric height was determined by differential leveling
 AW2046.and adjusted by the National Geodetic Survey in June 1991..
 AW2046
 AW2046.The geoid height was determined by GEOID03.
 AW2046
 AW2046.The dynamic height is computed by dividing the NAVD 88
 AW2046.geopotential number by the normal gravity value computed on the
 AW2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2046.degrees latitude (g = 980.6199 gals.).
 AW2046
 AW2046.The modeled gravity was interpolated from observed gravity values.
 AW2046
 AW2046;                    North         East    Units  Estimated Accuracy
 AW2046;SPC TXSC     - 4,201,740.      946,380.      MT  (+/- 180 meters Scaled)
 AW2046
 AW2046                          SUPERSEDED SURVEY CONTROL
 AW2046
 AW2046  NGVD 29 (12/23/87)   17.588  (m)           57.70   (f) ADJUSTED    1 2
 AW2046
 AW2046.Superseded values are not recommended for survey control.
 AW2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2046.See file dsdata.txt to determine how the superseded data were derived.
 AW2046
 AW2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN653775(NAD 83)
 AW2046_MARKER: DB = BENCH MARK DISK
 AW2046_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW2046_SP_SET: SIDEWALK
 AW2046_STAMPING: E 1151 1959
 AW2046_MARK LOGO: CGS   
 AW2046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2046+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2046
 AW2046  HISTORY     - Date     Condition        Report By
 AW2046  HISTORY     - 1959     MONUMENTED       CGS
 AW2046  HISTORY     - 1973     GOOD             NGS
 AW2046  HISTORY     - 1978     GOOD             NGS
 AW2046  HISTORY     - 1986     GOOD             NGS
 AW2046  HISTORY     - 1987     GOOD             USPSQD
 AW2046  HISTORY     - 1988     GOOD             USPSQD
 AW2046  HISTORY     - 1988     GOOD             USPSQD
 AW2046  HISTORY     - 1988     GOOD             USPSQD
 AW2046  HISTORY     - 1989     GOOD             USPSQD
 AW2046  HISTORY     - 1989     GOOD             USPSQD
 AW2046  HISTORY     - 1989     GOOD             USPSQD
 AW2046  HISTORY     - 19900805 GOOD             USPSQD
 AW2046  HISTORY     - 19901208 GOOD             USPSQD
 AW2046  HISTORY     - 19941022 GOOD             USPSQD
 AW2046  HISTORY     - 20040216 GOOD             USPSQD
 AW2046  HISTORY     - 20050217 GOOD             USPSQD
 AW2046
 AW2046                          STATION DESCRIPTION
 AW2046
 AW2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2046'IN ALMEDA.
 AW2046'AT ALMEDA, AT THE SOUTHWEST CORNER OF THE JUNCTION OF STATE HIGHWAY
 AW2046'288 (ALMEDA ROAD) AND ANDERSON ROAD, IN THE TOP OF THE NORTHEAST
 AW2046'CORNER OF A CONCRETE WALKWAY ON THE EAST SIDE OF A BUILDING AT 13814
 AW2046'ALMEDA ROAD (FORMER POST OFFICE BUILDING), 63 1/2 FEET WEST OF THE
 AW2046'CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 125 FEET SOUTH OF THE
 AW2046'CENTER LINE OF THE ROAD, 0.7 FOOT EAST OF THE NORTHEAST CORNER OF THE
 AW2046'BUILDING, 15 FEET NORTH OF THE CENTER OF THE EAST ENTRANCE, 0.4 FOOT
 AW2046'WEST OF THE EAST EDGE OF THE WALKWAY, 0.4 FOOT EAST OF A FLAGPOLE, AND
 AW2046'ABOUT LEVEL WITH THE ROAD.
 AW2046
 AW2046                          STATION RECOVERY (1978)
 AW2046
 AW2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2046'RECOVERED IN GOOD CONDITION.
 AW2046
 AW2046                          STATION RECOVERY (1986)
 AW2046
 AW2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2046'RECOVERED IN GOOD CONDITION EXCEPT ADD HIGHWAY 288 IS NOW ROAD FM 521.
 AW2046
 AW2046                          STATION RECOVERY (1987)
 AW2046
 AW2046'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2046'RECOVERED IN GOOD CONDITION.
 AW2046
 AW2046                          STATION RECOVERY (1988)
 AW2046
 AW2046'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW2046'RECOVERED IN GOOD CONDITION.
 AW2046
 AW2046                          STATION RECOVERY (1988)
 AW2046
 AW2046'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW2046'RECOVERED IN GOOD CONDITION.
 AW2046
 AW2046                          STATION RECOVERY (1988)
 AW2046
 AW2046'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2046'RECOVERED IN GOOD CONDITION.
 AW2046
 AW2046                          STATION RECOVERY (1989)
 AW2046
 AW2046'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW2046'RECOVERED IN GOOD CONDITION.
 AW2046
 AW2046                          STATION RECOVERY (1989)
 AW2046
 AW2046'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2046'RECOVERED IN GOOD CONDITION.
 AW2046
 AW2046                          STATION RECOVERY (1989)
 AW2046
 AW2046'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2046'RECOVERED IN GOOD CONDITION.
 AW2046
 AW2046                          STATION RECOVERY (1990)
 AW2046
 AW2046'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2046'RECOVERED IN GOOD CONDITION.
 AW2046
 AW2046                          STATION RECOVERY (1990)
 AW2046
 AW2046'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2046'RECOVERED IN GOOD CONDITION.
 AW2046
 AW2046                          STATION RECOVERY (1994)
 AW2046
 AW2046'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2046'RECOVERED IN GOOD CONDITION.
 AW2046
 AW2046                          STATION RECOVERY (2004)
 AW2046
 AW2046'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2046'GO TO N 29 36 21.4 W 095 25 22.3
 AW2046
 AW2046                          STATION RECOVERY (2005)
 AW2046
 AW2046'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2011 ***********************************************************************
 AW2011  DESIGNATION -  E 1152
 AW2011  PID         -  AW2011
 AW2011  STATE/COUNTY-  TX/HARRIS
 AW2011  USGS QUAD   -  LA PORTE (1982)
 AW2011
 AW2011                         *CURRENT SURVEY CONTROL
 AW2011  ___________________________________________________________________
 AW2011* NAD 83(1986)-  29 43 33.     (N)    095 07 27.     (W)     SCALED    
 AW2011* NAVD 88     -         8.18   (+/-2cm)      26.8    (feet)  VERTCON   
 AW2011  ___________________________________________________________________
 AW2011  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2011
 AW2011  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2011
 AW2011.The horizontal coordinates were scaled from a topographic map and have
 AW2011.an estimated accuracy of +/- 6 seconds.
 AW2011
 AW2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2011.The vertical order pertains to the NGVD 29 superseded value.
 AW2011
 AW2011.The geoid height was determined by GEOID03.
 AW2011
 AW2011;                    North         East    Units  Estimated Accuracy
 AW2011;SPC TXSC     - 4,215,950.      974,880.      MT  (+/- 180 meters Scaled)
 AW2011
 AW2011                          SUPERSEDED SURVEY CONTROL
 AW2011
 AW2011  NGVD 29 (??/??/92)    8.173  (m)           26.81   (f) ADJ UNCH    1 2
 AW2011
 AW2011.Superseded values are not recommended for survey control.
 AW2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2011.See file dsdata.txt to determine how the superseded data were derived.
 AW2011
 AW2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945902(NAD 83)
 AW2011_MARKER: DB = BENCH MARK DISK
 AW2011_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2011_SP_SET: 71 FT.
 AW2011_STAMPING: E 1152 1959
 AW2011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2011
 AW2011  HISTORY     - Date     Condition        Report By
 AW2011  HISTORY     - 1959     MONUMENTED       CGS
 AW2011  HISTORY     - 1964     GOOD             NGS
 AW2011  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2011  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW2011  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW2011
 AW2011                          STATION DESCRIPTION
 AW2011
 AW2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2011'1.4 MI N FROM DEER PARK.
 AW2011'ABOUT 0.4 MILE NORTH ALONG CENTER AVENUE FROM THE POST OFFICE AT DEER
 AW2011'PARK, THENCE ABOUT 0.6 MILE NORTH ALONG WEST 10TH STREET, THENCE ABOUT
 AW2011'0.4 MILE NORTH ALONG CENTER STREET TO THE SOUTH GUARD HOUSE OF THE
 AW2011'SHELL OIL COMPANY, 56 FEET EAST OF THE CENTER LINE OF CENTER STREET,
 AW2011'16 FEET NORTH OF THE CENTER LINE OF A PAVED STREET LEADING EAST, 63
 AW2011'FEET SOUTH OF THE SOUTHWEST CORNER OF A BUILDING, 115 FEET NORTH OF
 AW2011'THE GUARD HOUSE, 6 FEET WEST-NORTHWEST OF A LIGHT POLE, AND ON THE TOP
 AW2011'OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 71 FEET
 AW2011'AND IS ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
 AW2011
 AW2011                          STATION RECOVERY (1964)
 AW2011
 AW2011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2011'RECOVERED IN GOOD CONDITION.
 AW2011
 AW2011                          STATION RECOVERY (1978)
 AW2011
 AW2011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2011'NOT RECOVERED.  NOTE=AREA HAS BEEN PAVED AND LEVELED OFF.
 AW2011
 AW2011                          STATION RECOVERY (2004)
 AW2011
 AW2011'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2011'MARK NOT FOUND.
 AW2011
 AW2011                          STATION RECOVERY (2005)
 AW2011
 AW2011'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0650 ***********************************************************************
 CT0650  DESIGNATION -  E 1153
 CT0650  PID         -  CT0650
 CT0650  STATE/COUNTY-  TX/TAYLOR
 CT0650  USGS QUAD   -  BRADSHAW (1967)
 CT0650
 CT0650                         *CURRENT SURVEY CONTROL
 CT0650  ___________________________________________________________________
 CT0650* NAD 83(1986)-  32 05 23.     (N)    099 54 20.     (W)     SCALED    
 CT0650* NAVD 88     -       600.819  (meters)    1971.19   (feet)  ADJUSTED  
 CT0650  ___________________________________________________________________
 CT0650  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CT0650  DYNAMIC HT  -         600.033 (meters)    1968.61  (feet)  COMP
 CT0650  MODELED GRAV-     979,312.3   (mgal)                       NAVD 88
 CT0650
 CT0650  VERT ORDER  -  SECOND    CLASS 0
 CT0650
 CT0650.The horizontal coordinates were scaled from a topographic map and have
 CT0650.an estimated accuracy of +/- 6 seconds.
 CT0650
 CT0650.The orthometric height was determined by differential leveling
 CT0650.and adjusted by the National Geodetic Survey in June 1991..
 CT0650
 CT0650.The geoid height was determined by GEOID03.
 CT0650
 CT0650.The dynamic height is computed by dividing the NAVD 88
 CT0650.geopotential number by the normal gravity value computed on the
 CT0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0650.degrees latitude (g = 980.6199 gals.).
 CT0650
 CT0650.The modeled gravity was interpolated from observed gravity values.
 CT0650
 CT0650;                    North         East    Units  Estimated Accuracy
 CT0650;SPC TXNC     - 2,047,800.      467,320.      MT  (+/- 180 meters Scaled)
 CT0650
 CT0650                          SUPERSEDED SURVEY CONTROL
 CT0650
 CT0650  NGVD 29 (??/??/92)  600.687  (m)         1970.75   (f) ADJ UNCH    2 0
 CT0650
 CT0650.Superseded values are not recommended for survey control.
 CT0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0650.See file dsdata.txt to determine how the superseded data were derived.
 CT0650
 CT0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA145507(NAD 83)
 CT0650_MARKER: DB = BENCH MARK DISK
 CT0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0650_STAMPING: E 1153 1961
 CT0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0650+STABILITY: SURFACE MOTION
 CT0650
 CT0650  HISTORY     - Date     Condition        Report By
 CT0650  HISTORY     - 1961     MONUMENTED       CGS
 CT0650  HISTORY     - 19940708 GOOD             USPSQD
 CT0650
 CT0650                          STATION DESCRIPTION
 CT0650
 CT0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0650'1.0 MI SW FROM BRADSHAW.
 CT0650'0.1 MILES SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0650'BRADSHAW, THENCE 0.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 83, 66 FEET
 CT0650'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 83, 18 FEET NORTHEAST OF
 CT0650'THE CENTER LINE OF A DIRT ROAD, 15 FEET SOUTHEAST OF THE EAST RAIL,
 CT0650'1.6 FEET NORTHEAST OF A RAILROAD CROSSING SIGN, LEVEL WITH THE HIGHWAY
 CT0650'AND THE RAILROAD, 2 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN,
 CT0650'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST 4 FEET IN THE GROUND AND
 CT0650'PROJECTING 2 INCHES ABOVE THE GROUND.
 CT0650
 CT0650                          STATION RECOVERY (1994)
 CT0650
 CT0650'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2016 ***********************************************************************
 CS2016  DESIGNATION -  E 1154
 CS2016  PID         -  CS2016
 CS2016  STATE/COUNTY-  TX/TARRANT
 CS2016  USGS QUAD   -  HALTOM CITY (1981)
 CS2016
 CS2016                         *CURRENT SURVEY CONTROL
 CS2016  ___________________________________________________________________
 CS2016* NAD 83(1986)-  32 49 26.     (N)    097 20 27.     (W)     SCALED    
 CS2016* NAVD 88     -       202.486  (meters)     664.32   (feet)  ADJUSTED  
 CS2016  ___________________________________________________________________
 CS2016  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2016  DYNAMIC HT  -         202.248 (meters)     663.54  (feet)  COMP
 CS2016  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 CS2016
 CS2016  VERT ORDER  -  SECOND    CLASS 0
 CS2016
 CS2016.The horizontal coordinates were scaled from a topographic map and have
 CS2016.an estimated accuracy of +/- 6 seconds.
 CS2016
 CS2016.The orthometric height was determined by differential leveling
 CS2016.and adjusted by the National Geodetic Survey in June 1991..
 CS2016
 CS2016.The geoid height was determined by GEOID03.
 CS2016
 CS2016.The dynamic height is computed by dividing the NAVD 88
 CS2016.geopotential number by the normal gravity value computed on the
 CS2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2016.degrees latitude (g = 980.6199 gals.).
 CS2016
 CS2016.The modeled gravity was interpolated from observed gravity values.
 CS2016
 CS2016;                    North         East    Units  Estimated Accuracy
 CS2016;SPC TXNC     - 2,128,920.      708,530.      MT  (+/- 180 meters Scaled)
 CS2016
 CS2016                          SUPERSEDED SURVEY CONTROL
 CS2016
 CS2016  NGVD 29 (??/??/92)  202.468  (m)          664.26   (f) ADJ UNCH    2 0
 CS2016
 CS2016.Superseded values are not recommended for survey control.
 CS2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2016.See file dsdata.txt to determine how the superseded data were derived.
 CS2016
 CS2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB553329(NAD 83)
 CS2016_MARKER: DB = BENCH MARK DISK
 CS2016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2016_SP_SET: CULVERT
 CS2016_STAMPING: E 1154 1966
 CS2016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2016+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 CS2016
 CS2016  HISTORY     - Date     Condition        Report By
 CS2016  HISTORY     - 1966     MONUMENTED       CGS
 CS2016  HISTORY     - 1973     GOOD             NGS
 CS2016  HISTORY     - 1984     GOOD             NGS
 CS2016  HISTORY     - 19951118 GOOD             USPSQD
 CS2016  HISTORY     - 19961118 GOOD             USPSQD
 CS2016  HISTORY     - 20020605 GOOD             INDIV
 CS2016
 CS2016                          STATION DESCRIPTION
 CS2016
 CS2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS2016'2.6 MI SE FROM SAGINAW.
 CS2016'ABOUT 0.8 MILE EAST ALONG A PAVED ROAD FROM THE LIGHT CRUST FLOUR AND
 CS2016'TEXO FEED MILLS AT SAGINAW, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY
 CS2016'156 TO A CROSSING OF THE HIGHWAY AND A RAILROAD NEAR THE SOUTHWEST
 CS2016'SIDE OF THE F. A. A. REGIONAL OFFICE, THENCE 0.1 MILE EAST ALONG A
 CS2016'RAILROAD SPUR TRACK, 142 FEET NORTH OF THE NORTHWEST CORNER OF
 CS2016'BUILDING NUMBER 1, 17 FEET SOUTH OF THE SOUTH RAIL, SET IN THE CENTER
 CS2016'OF THE TOP OF THE WEST CONCRETE HEADWALL OF A CULVERT, 15 FEET WEST OF
 CS2016'THE CENTER LINE OF A PAVED STREET WHICH IS THE EXIT AT THE NORTH GATE
 CS2016'TO A HELIPORT, 4 FEET NORTH OF A FENCE, AND ABOUT 1 FOOT ABOVE THE
 CS2016'LEVEL OF THE TRACK.
 CS2016
 CS2016                          STATION RECOVERY (1973)
 CS2016
 CS2016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CS2016'RECOVERED IN GOOD CONDITION.
 CS2016
 CS2016                          STATION RECOVERY (1984)
 CS2016
 CS2016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS2016'RECOVERED IN GOOD CONDITION.
 CS2016
 CS2016                          STATION RECOVERY (1995)
 CS2016
 CS2016'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2016'RECOVERED IN GOOD CONDITION.
 CS2016
 CS2016                          STATION RECOVERY (1996)
 CS2016
 CS2016'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2016'RECOVERED IN GOOD CONDITION.
 CS2016
 CS2016                          STATION RECOVERY (2002)
 CS2016
 CS2016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS2016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0214 ***********************************************************************
 CU0214  DESIGNATION -  E 1157
 CU0214  PID         -  CU0214
 CU0214  STATE/COUNTY-  TX/TAYLOR
 CU0214  USGS QUAD   -  MERKEL WEST (1984)
 CU0214
 CU0214                         *CURRENT SURVEY CONTROL
 CU0214  ___________________________________________________________________
 CU0214* NAD 83(1986)-  32 26 11.     (N)    100 03 39.     (W)     SCALED    
 CU0214* NAVD 88     -       584.124  (meters)    1916.41   (feet)  ADJUSTED  
 CU0214  ___________________________________________________________________
 CU0214  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CU0214  DYNAMIC HT  -         583.360 (meters)    1913.91  (feet)  COMP
 CU0214  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 CU0214
 CU0214  VERT ORDER  -  SECOND    CLASS 0
 CU0214
 CU0214.The horizontal coordinates were scaled from a topographic map and have
 CU0214.an estimated accuracy of +/- 6 seconds.
 CU0214
 CU0214.The orthometric height was determined by differential leveling
 CU0214.and adjusted by the National Geodetic Survey in June 1991..
 CU0214
 CU0214.The geoid height was determined by GEOID03.
 CU0214
 CU0214.The dynamic height is computed by dividing the NAVD 88
 CU0214.geopotential number by the normal gravity value computed on the
 CU0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0214.degrees latitude (g = 980.6199 gals.).
 CU0214
 CU0214.The modeled gravity was interpolated from observed gravity values.
 CU0214
 CU0214;                    North         East    Units  Estimated Accuracy
 CU0214;SPC TXNC     - 2,086,450.      453,230.      MT  (+/- 180 meters Scaled)
 CU0214
 CU0214                          SUPERSEDED SURVEY CONTROL
 CU0214
 CU0214  NGVD 29 (??/??/92)  583.939  (m)         1915.81   (f) ADJ UNCH    2 0
 CU0214
 CU0214.Superseded values are not recommended for survey control.
 CU0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0214.See file dsdata.txt to determine how the superseded data were derived.
 CU0214
 CU0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA002893(NAD 83)
 CU0214_MARKER: DB = BENCH MARK DISK
 CU0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0214_STAMPING: E 1157 1961
 CU0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0214+STABILITY: SURFACE MOTION
 CU0214
 CU0214  HISTORY     - Date     Condition        Report By
 CU0214  HISTORY     - 1961     MONUMENTED       CGS
 CU0214  HISTORY     - 1982     GOOD             NGS
 CU0214  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0214  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0214
 CU0214                          STATION DESCRIPTION
 CU0214
 CU0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0214'4.3 MI S FROM MERKEL.
 CU0214'4.3 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0214'150 FEET NORTHWEST OF THE CENTER LINE OF FARM ROAD 126, 64 FEET
 CU0214'SOUTHEAST OF THE CENTER OF A CROSSING, 48 FEET EAST OF THE CENTER LINE
 CU0214'OF A GRAVEL ROAD, 42 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD, 2
 CU0214'FEET ABOVE THE LEVEL OF THE ROAD, 4 FEET WEST OF A METAL WITNESS POST
 CU0214'WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE
 CU0214'GROUND AND FLUSH WITH THE GROUND.
 CU0214
 CU0214                          STATION RECOVERY (1982)
 CU0214
 CU0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0214'RECOVERED IN GOOD CONDITION.
 CU0214
 CU0214                          STATION RECOVERY (1994)
 CU0214
 CU0214'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0214'MARK NOT FOUND.
 CU0214
 CU0214                          STATION RECOVERY (2001)
 CU0214
 CU0214'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0260 ***********************************************************************
 CU0260  DESIGNATION -  E 1158
 CU0260  PID         -  CU0260
 CU0260  STATE/COUNTY-  TX/TAYLOR
 CU0260  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0260
 CU0260                         *CURRENT SURVEY CONTROL
 CU0260  ___________________________________________________________________
 CU0260* NAD 83(1986)-  32 16 28.     (N)    100 01 28.     (W)     SCALED    
 CU0260* NAVD 88     -       705.127  (meters)    2313.40   (feet)  ADJUSTED  
 CU0260  ___________________________________________________________________
 CU0260  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CU0260  DYNAMIC HT  -         704.184 (meters)    2310.31  (feet)  COMP
 CU0260  MODELED GRAV-     979,278.5   (mgal)                       NAVD 88
 CU0260
 CU0260  VERT ORDER  -  SECOND    CLASS 0
 CU0260
 CU0260.The horizontal coordinates were scaled from a topographic map and have
 CU0260.an estimated accuracy of +/- 6 seconds.
 CU0260
 CU0260.The orthometric height was determined by differential leveling
 CU0260.and adjusted by the National Geodetic Survey in June 1991..
 CU0260
 CU0260.The geoid height was determined by GEOID03.
 CU0260
 CU0260.The dynamic height is computed by dividing the NAVD 88
 CU0260.geopotential number by the normal gravity value computed on the
 CU0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0260.degrees latitude (g = 980.6199 gals.).
 CU0260
 CU0260.The modeled gravity was interpolated from observed gravity values.
 CU0260
 CU0260;                    North         East    Units  Estimated Accuracy
 CU0260;SPC TXNC     - 2,068,440.      456,390.      MT  (+/- 180 meters Scaled)
 CU0260
 CU0260                          SUPERSEDED SURVEY CONTROL
 CU0260
 CU0260  NGVD 29 (??/??/92)  704.932  (m)         2312.76   (f) ADJ UNCH    2 0
 CU0260
 CU0260.Superseded values are not recommended for survey control.
 CU0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0260.See file dsdata.txt to determine how the superseded data were derived.
 CU0260
 CU0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA035713(NAD 83)
 CU0260_MARKER: DB = BENCH MARK DISK
 CU0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0260_STAMPING: E 1158 1961
 CU0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0260+STABILITY: SURFACE MOTION
 CU0260
 CU0260  HISTORY     - Date     Condition        Report By
 CU0260  HISTORY     - 1961     MONUMENTED       CGS
 CU0260  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0260
 CU0260                          STATION DESCRIPTION
 CU0260
 CU0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0260'12.0 MI SW FROM VIEW.
 CU0260'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0260'AT VIEW, THENCE 3.1 MILES WEST ALONG A GRAVEL ROAD, 34 FEET NORTH OF
 CU0260'THE CENTER LINE OF THE ROAD, 9 FEET WEST OF THE CENTER OF A GATE, 1.6
 CU0260'FEET SOUTH OF A FENCE, LEVEL WITH THE ROAD, 6 FEET EAST OF A METAL
 CU0260'WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4
 CU0260'FEET IN THE GROUND AND PROJECTING 1 INCH ABOVE THE GROUND.
 CU0260
 CU0260                          STATION RECOVERY (1994)
 CU0260
 CU0260'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0605 ***********************************************************************
 CT0605  DESIGNATION -  E 1159
 CT0605  PID         -  CT0605
 CT0605  STATE/COUNTY-  TX/CALLAHAN
 CT0605  USGS QUAD   -  OPLIN (1987)
 CT0605
 CT0605                         *CURRENT SURVEY CONTROL
 CT0605  ___________________________________________________________________
 CT0605* NAD 83(1986)-  32 11 51.     (N)    099 32 35.     (W)     SCALED    
 CT0605* NAVD 88     -       574.375  (meters)    1884.43   (feet)  POSTED    
 CT0605  ___________________________________________________________________
 CT0605  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CT0605  DYNAMIC HT  -         573.620 (meters)    1881.95  (feet)  COMP
 CT0605  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 CT0605
 CT0605  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0605
 CT0605.The horizontal coordinates were scaled from a topographic map and have
 CT0605.an estimated accuracy of +/- 6 seconds.
 CT0605
 CT0605.The orthometric height was determined by differential leveling
 CT0605.and adjusted by the National Geodetic Survey in 1992..
 CT0605.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0605.rate of 1.1 thru 2.0 mm/km.
 CT0605
 CT0605.The geoid height was determined by GEOID03.
 CT0605
 CT0605.The dynamic height is computed by dividing the NAVD 88
 CT0605.geopotential number by the normal gravity value computed on the
 CT0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0605.degrees latitude (g = 980.6199 gals.).
 CT0605
 CT0605.The modeled gravity was interpolated from observed gravity values.
 CT0605
 CT0605;                    North         East    Units  Estimated Accuracy
 CT0605;SPC TXNC     - 2,059,350.      501,650.      MT  (+/- 180 meters Scaled)
 CT0605
 CT0605                          SUPERSEDED SURVEY CONTROL
 CT0605
 CT0605  NGVD 29 (??/??/92)  574.220  (m)         1883.92   (f) ADJ UNCH    1 2
 CT0605
 CT0605.Superseded values are not recommended for survey control.
 CT0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0605.See file dsdata.txt to determine how the superseded data were derived.
 CT0605
 CT0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA488624(NAD 83)
 CT0605_MARKER: DB = BENCH MARK DISK
 CT0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0605_STAMPING: E 1159 1961
 CT0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0605+STABILITY: SURFACE MOTION
 CT0605
 CT0605  HISTORY     - Date     Condition        Report By
 CT0605  HISTORY     - 1961     MONUMENTED       CGS
 CT0605
 CT0605                          STATION DESCRIPTION
 CT0605
 CT0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0605'17.15 MI SW FROM CLYDE.
 CT0605'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0605'TO FARM ROAD 604, THENCE 16.95 MILES SOUTHWEST ALONG FARM ROAD 604, 3
 CT0605'FEET BELOW THE LEVEL OF THE ROAD, 1 FOOT WEST OF A FENCE, 4 FEET SOUTH
 CT0605'OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH CYLINDRICAL
 CT0605'CONCRETE POST 2 FEET BELOW THE GROUND SURFACE, COVERED WITH BROKEN
 CT0605'GLASS AND DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0672 ***********************************************************************
 CT0672  DESIGNATION -  E 1160
 CT0672  PID         -  CT0672
 CT0672  STATE/COUNTY-  TX/TAYLOR
 CT0672  USGS QUAD   -  TUSCOLA (1967)
 CT0672
 CT0672                         *CURRENT SURVEY CONTROL
 CT0672  ___________________________________________________________________
 CT0672* NAD 83(1986)-  32 08 38.     (N)    099 50 47.     (W)     SCALED    
 CT0672* NAVD 88     -       629.303  (meters)    2064.64   (feet)  ADJUSTED  
 CT0672  ___________________________________________________________________
 CT0672  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CT0672  DYNAMIC HT  -         628.481 (meters)    2061.94  (feet)  COMP
 CT0672  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 CT0672
 CT0672  VERT ORDER  -  SECOND    CLASS 0
 CT0672
 CT0672.The horizontal coordinates were scaled from a topographic map and have
 CT0672.an estimated accuracy of +/- 6 seconds.
 CT0672
 CT0672.The orthometric height was determined by differential leveling
 CT0672.and adjusted by the National Geodetic Survey in June 1991..
 CT0672
 CT0672.The geoid height was determined by GEOID03.
 CT0672
 CT0672.The dynamic height is computed by dividing the NAVD 88
 CT0672.geopotential number by the normal gravity value computed on the
 CT0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0672.degrees latitude (g = 980.6199 gals.).
 CT0672
 CT0672.The modeled gravity was interpolated from observed gravity values.
 CT0672
 CT0672;                    North         East    Units  Estimated Accuracy
 CT0672;SPC TXNC     - 2,053,740.      472,980.      MT  (+/- 180 meters Scaled)
 CT0672
 CT0672                          SUPERSEDED SURVEY CONTROL
 CT0672
 CT0672  NGVD 29 (??/??/92)  629.161  (m)         2064.17   (f) ADJ UNCH    2 0
 CT0672
 CT0672.Superseded values are not recommended for survey control.
 CT0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0672.See file dsdata.txt to determine how the superseded data were derived.
 CT0672
 CT0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA201566(NAD 83)
 CT0672_MARKER: DB = BENCH MARK DISK
 CT0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0672_STAMPING: E 1160 1961
 CT0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0672+STABILITY: SURFACE MOTION
 CT0672
 CT0672  HISTORY     - Date     Condition        Report By
 CT0672  HISTORY     - 1961     MONUMENTED       CGS
 CT0672  HISTORY     - 1967     GOOD             USGS
 CT0672  HISTORY     - 1982     GOOD             NGS
 CT0672  HISTORY     - 19940708 GOOD             USPSQD
 CT0672
 CT0672                          STATION DESCRIPTION
 CT0672
 CT0672'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CT0672'3.95 MI S FROM OVALO.
 CT0672'3.95 MILES S ALONG THE ABILENE AND SOUTHERN RR FROM OVALO, 81 FT E OF
 CT0672'MILEPOST 23, 54 FT W OF THE CENTER OF THE HIGHWAY, 30 FT N OF A METAL
 CT0672'WITNESS POST WITH SIGN, 1 FOOT ABOVE THE LEVEL OF THE RAILROAD, SET IN
 CT0672'A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 CT0672
 CT0672                          STATION RECOVERY (1982)
 CT0672
 CT0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0672'RECOVERED IN GOOD CONDITION.
 CT0672
 CT0672                          STATION RECOVERY (1994)
 CT0672
 CT0672'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0371 ***********************************************************************
 CR0371  DESIGNATION -  E 1161
 CR0371  PID         -  CR0371
 CR0371  STATE/COUNTY-  TX/CHEROKEE
 CR0371  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0371
 CR0371                         *CURRENT SURVEY CONTROL
 CR0371  ___________________________________________________________________
 CR0371* NAD 83(1986)-  32 02 27.     (N)    095 17 04.     (W)     SCALED    
 CR0371* NAVD 88     -       199.359  (meters)     654.06   (feet)  ADJUSTED  
 CR0371  ___________________________________________________________________
 CR0371  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CR0371  DYNAMIC HT  -         199.119 (meters)     653.28  (feet)  COMP
 CR0371  MODELED GRAV-     979,432.1   (mgal)                       NAVD 88
 CR0371
 CR0371  VERT ORDER  -  FIRST     CLASS II
 CR0371
 CR0371.The horizontal coordinates were scaled from a topographic map and have
 CR0371.an estimated accuracy of +/- 6 seconds.
 CR0371
 CR0371.The orthometric height was determined by differential leveling
 CR0371.and adjusted by the National Geodetic Survey in June 1991..
 CR0371
 CR0371.The geoid height was determined by GEOID03.
 CR0371
 CR0371.The dynamic height is computed by dividing the NAVD 88
 CR0371.geopotential number by the normal gravity value computed on the
 CR0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0371.degrees latitude (g = 980.6199 gals.).
 CR0371
 CR0371.The modeled gravity was interpolated from observed gravity values.
 CR0371
 CR0371;                    North         East    Units  Estimated Accuracy
 CR0371;SPC TX C     - 3,274,030.    1,176,730.      MT  (+/- 180 meters Scaled)
 CR0371
 CR0371                          SUPERSEDED SURVEY CONTROL
 CR0371
 CR0371  NGVD 29 (??/??/92)  199.376  (m)          654.12   (f) ADJ UNCH    1 2
 CR0371
 CR0371.Superseded values are not recommended for survey control.
 CR0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0371.See file dsdata.txt to determine how the superseded data were derived.
 CR0371
 CR0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR842472(NAD 83)
 CR0371_MARKER: DB = BENCH MARK DISK
 CR0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0371_STAMPING: E 1161 1959
 CR0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0371+STABILITY: SURFACE MOTION
 CR0371
 CR0371  HISTORY     - Date     Condition        Report By
 CR0371  HISTORY     - 1959     MONUMENTED       CGS
 CR0371  HISTORY     - 19960420 GOOD             USPSQD
 CR0371  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0371
 CR0371                          STATION DESCRIPTION
 CR0371
 CR0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0371'7.6 MI S FROM BULLARD.
 CR0371'ABOUT 7.6 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0371'THE POST OFFICE AT BULLARD, OR ABOUT 0.2 MILE WEST ALONG THE TEXAS AND
 CR0371'NEW ORLEANS RAILROAD FROM THE STATION AT JACKSONVILLE, THENCE ABOUT
 CR0371'5.95 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, ABOUT 0.1
 CR0371'MILE NORTHWEST OF MILEPOST 571, 41 FEET NORTHEAST OF THE NORTHEAST
 CR0371'RAIL, 13 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 13 FEET
 CR0371'SOUTHWEST OF A 14-INCH OAK TREE, 10 1/2 FEET NORTHEAST OF THE 4TH POLE
 CR0371'NORTHWEST OF THE MILEPOST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP
 CR0371'OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- TREE MARK AAA IS IN
 CR0371'THE NORTHWEST ROOT OF A 14-INCH OAK TREE 13 FEET NORTHEAST OF THIS
 CR0371'BENCH MARK.
 CR0371
 CR0371                          STATION RECOVERY (1996)
 CR0371
 CR0371'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0371'RECOVERED IN GOOD CONDITION.
 CR0371
 CR0371                          STATION RECOVERY (2004)
 CR0371
 CR0371'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0423 ***********************************************************************
 CR0423  DESIGNATION -  E 1162
 CR0423  PID         -  CR0423
 CR0423  STATE/COUNTY-  TX/SMITH
 CR0423  USGS QUAD   -  TYLER SOUTH (1973)
 CR0423
 CR0423                         *CURRENT SURVEY CONTROL
 CR0423  ___________________________________________________________________
 CR0423* NAD 83(1986)-  32 21 14.     (N)    095 19 13.     (W)     SCALED    
 CR0423* NAVD 88     -       161.051  (meters)     528.38   (feet)  ADJUSTED  
 CR0423  ___________________________________________________________________
 CR0423  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0423  DYNAMIC HT  -         160.862 (meters)     527.76  (feet)  COMP
 CR0423  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 CR0423
 CR0423  VERT ORDER  -  FIRST     CLASS II
 CR0423
 CR0423.The horizontal coordinates were scaled from a topographic map and have
 CR0423.an estimated accuracy of +/- 6 seconds.
 CR0423
 CR0423.The orthometric height was determined by differential leveling
 CR0423.and adjusted by the National Geodetic Survey in June 1991..
 CR0423
 CR0423.The geoid height was determined by GEOID03.
 CR0423
 CR0423.The dynamic height is computed by dividing the NAVD 88
 CR0423.geopotential number by the normal gravity value computed on the
 CR0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0423.degrees latitude (g = 980.6199 gals.).
 CR0423
 CR0423.The modeled gravity was interpolated from observed gravity values.
 CR0423
 CR0423;                    North         East    Units  Estimated Accuracy
 CR0423;SPC TXNC     - 2,080,740.      899,240.      MT  (+/- 180 meters Scaled)
 CR0423
 CR0423                          SUPERSEDED SURVEY CONTROL
 CR0423
 CR0423  NGVD 29 (??/??/92)  161.077  (m)          528.47   (f) ADJ UNCH    1 2
 CR0423
 CR0423.Superseded values are not recommended for survey control.
 CR0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0423.See file dsdata.txt to determine how the superseded data were derived.
 CR0423
 CR0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR816820(NAD 83)
 CR0423_MARKER: DB = BENCH MARK DISK
 CR0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0423_STAMPING: E 1162 1959
 CR0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0423+STABILITY: SURFACE MOTION
 CR0423
 CR0423  HISTORY     - Date     Condition        Report By
 CR0423  HISTORY     - 1959     MONUMENTED       CGS
 CR0423  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0423  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0423
 CR0423                          STATION DESCRIPTION
 CR0423
 CR0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0423'1.9 MI W FROM TYLER.
 CR0423'ABOUT 1.2 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0423'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER TO THE U.S. HIGHWAY 69
 CR0423'UNDERPASS, THENCE ABOUT 0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 69, 314
 CR0423'FEET WEST OF THE WEST CURB OF THE HIGHWAY, 89 FEET NORTHWEST OF A LONE
 CR0423'20-INCH MAPLE TREE, 40 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CR0423'CONCRETE FOUNDATION OF THE KLTV RADIO TOWER WHICH IS 443 FEET HIGH, 2
 CR0423'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE AROUND THE TOWER,
 CR0423'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CR0423
 CR0423                          STATION RECOVERY (1991)
 CR0423
 CR0423'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 CR0423'MARK NOT FOUND.
 CR0423
 CR0423                          STATION RECOVERY (1996)
 CR0423
 CR0423'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0845 ***********************************************************************
 CR0845  DESIGNATION -  E 1163
 CR0845  PID         -  CR0845
 CR0845  STATE/COUNTY-  TX/RAINS
 CR0845  USGS QUAD   -  EMORY NORTH (1980)
 CR0845
 CR0845                         *CURRENT SURVEY CONTROL
 CR0845  ___________________________________________________________________
 CR0845* NAD 83(1986)-  32 54 45.     (N)    095 50 37.     (W)     SCALED    
 CR0845* NAVD 88     -       157.035  (meters)     515.21   (feet)  ADJUSTED  
 CR0845  ___________________________________________________________________
 CR0845  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CR0845  DYNAMIC HT  -         156.860 (meters)     514.63  (feet)  COMP
 CR0845  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 CR0845
 CR0845  VERT ORDER  -  FIRST     CLASS II
 CR0845
 CR0845.The horizontal coordinates were scaled from a topographic map and have
 CR0845.an estimated accuracy of +/- 6 seconds.
 CR0845
 CR0845.The orthometric height was determined by differential leveling
 CR0845.and adjusted by the National Geodetic Survey in June 1991..
 CR0845
 CR0845.The geoid height was determined by GEOID03.
 CR0845
 CR0845.The dynamic height is computed by dividing the NAVD 88
 CR0845.geopotential number by the normal gravity value computed on the
 CR0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0845.degrees latitude (g = 980.6199 gals.).
 CR0845
 CR0845.The modeled gravity was interpolated from observed gravity values.
 CR0845
 CR0845;                    North         East    Units  Estimated Accuracy
 CR0845;SPC TXNC     - 2,141,290.      848,440.      MT  (+/- 180 meters Scaled)
 CR0845
 CR0845                          SUPERSEDED SURVEY CONTROL
 CR0845
 CR0845  NGVD 29 (??/??/92)  157.042  (m)          515.23   (f) ADJ UNCH    1 2
 CR0845
 CR0845.Superseded values are not recommended for survey control.
 CR0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0845.See file dsdata.txt to determine how the superseded data were derived.
 CR0845
 CR0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS340451(NAD 83)
 CR0845_MARKER: DB = BENCH MARK DISK
 CR0845_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CR0845_SP_SET: 17.5 FT.
 CR0845_STAMPING: E 1163 1959
 CR0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0845
 CR0845  HISTORY     - Date     Condition        Report By
 CR0845  HISTORY     - 1959     MONUMENTED       CGS
 CR0845  HISTORY     - 19950807 POOR             USPSQD
 CR0845
 CR0845                          STATION DESCRIPTION
 CR0845
 CR0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0845'2.1 MI SE FROM POINT.
 CR0845'ABOUT 2.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0845'FARM ROAD 47 AT POINT, 110 FEET NORTHEAST OF THE CENTER LINE OF THE
 CR0845'NEW U. S. HIGHWAY 69, 44 FEET NORTHEAST OF THE CENTER LINE OF THE OLD
 CR0845'U. S. HIGHWAY 69, 118 FEET SOUTH OF THE SOUTH CORNER OF A BRICK
 CR0845'FARMHOUSE, 48 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY, 1 FOOT
 CR0845'SOUTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, AND
 CR0845'ON THE TOP OF A 5/8-INCH COPPER COATED WHICH IS DRIVEN TO A DEPTH OF
 CR0845'17 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
 CR0845
 CR0845                          STATION RECOVERY (1995)
 CR0845
 CR0845'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0845'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0085 ***********************************************************************
 DN0085  DESIGNATION -  E 1164
 DN0085  PID         -  DN0085
 DN0085  STATE/COUNTY-  TX/HUNT
 DN0085  USGS QUAD   -  GREENVILLE SE (1962)
 DN0085
 DN0085                         *CURRENT SURVEY CONTROL
 DN0085  ___________________________________________________________________
 DN0085* NAD 83(1986)-  33 05 53.     (N)    096 05 13.     (W)     SCALED    
 DN0085* NAVD 88     -       174.278  (meters)     571.78   (feet)  ADJUSTED  
 DN0085  ___________________________________________________________________
 DN0085  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0085  DYNAMIC HT  -         174.088 (meters)     571.15  (feet)  COMP
 DN0085  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 DN0085
 DN0085  VERT ORDER  -  FIRST     CLASS II
 DN0085
 DN0085.The horizontal coordinates were scaled from a topographic map and have
 DN0085.an estimated accuracy of +/- 6 seconds.
 DN0085
 DN0085.The orthometric height was determined by differential leveling
 DN0085.and adjusted by the National Geodetic Survey in June 1991..
 DN0085
 DN0085.The geoid height was determined by GEOID03.
 DN0085
 DN0085.The dynamic height is computed by dividing the NAVD 88
 DN0085.geopotential number by the normal gravity value computed on the
 DN0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0085.degrees latitude (g = 980.6199 gals.).
 DN0085
 DN0085.The modeled gravity was interpolated from observed gravity values.
 DN0085
 DN0085;                    North         East    Units  Estimated Accuracy
 DN0085;SPC TXNC     - 2,161,310.      825,210.      MT  (+/- 180 meters Scaled)
 DN0085
 DN0085                          SUPERSEDED SURVEY CONTROL
 DN0085
 DN0085  NGVD 29 (??/??/92)  174.267  (m)          571.74   (f) ADJ UNCH    1 2
 DN0085
 DN0085.Superseded values are not recommended for survey control.
 DN0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0085.See file dsdata.txt to determine how the superseded data were derived.
 DN0085
 DN0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB718659(NAD 83)
 DN0085_MARKER: DB = BENCH MARK DISK
 DN0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0085_STAMPING: E 1164 1959
 DN0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0085+STABILITY: SURFACE MOTION
 DN0085
 DN0085  HISTORY     - Date     Condition        Report By
 DN0085  HISTORY     - 1959     MONUMENTED       CGS
 DN0085  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0085
 DN0085                          STATION DESCRIPTION
 DN0085
 DN0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0085'3.55 MI SE FROM GREENVILLE.
 DN0085'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0085'FROM THE STATION AT GREENVILLE, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG
 DN0085'U. S. HIGHWAY 69 TO A CEMETERY, THENCE ABOUT 1.15 MILES
 DN0085'SOUTH-SOUTHEAST ALONG A PAVED ROAD, 99 FEET NORTH OF THE CENTER OF THE
 DN0085'INTERSECTION, 78 FEET NORTHEAST OF THE CENTER LINE OF A PAVED ROAD, 75
 DN0085'FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 53 FEET SOUTHEAST
 DN0085'OF A CONCRETE HIGHWAY MARKER POST, 1 1/2 FEET SOUTHWEST OF A FENCE,
 DN0085'1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DN0085'ROADS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DN0085
 DN0085                          STATION RECOVERY (1994)
 DN0085
 DN0085'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1380 ***********************************************************************
 BY1380  DESIGNATION -  E 1165
 BY1380  PID         -  BY1380
 BY1380  STATE/COUNTY-  TX/HOUSTON
 BY1380  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1380
 BY1380                         *CURRENT SURVEY CONTROL
 BY1380  ___________________________________________________________________
 BY1380* NAD 83(1986)-  31 13 20.     (N)    095 28 55.     (W)     SCALED    
 BY1380* NAVD 88     -       112.810  (meters)     370.11   (feet)  ADJUSTED  
 BY1380  ___________________________________________________________________
 BY1380  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY1380  DYNAMIC HT  -         112.668 (meters)     369.64  (feet)  COMP
 BY1380  MODELED GRAV-     979,380.4   (mgal)                       NAVD 88
 BY1380
 BY1380  VERT ORDER  -  FIRST     CLASS II
 BY1380
 BY1380.The horizontal coordinates were scaled from a topographic map and have
 BY1380.an estimated accuracy of +/- 6 seconds.
 BY1380
 BY1380.The orthometric height was determined by differential leveling
 BY1380.and adjusted by the National Geodetic Survey in June 1991..
 BY1380
 BY1380.The geoid height was determined by GEOID03.
 BY1380
 BY1380.The dynamic height is computed by dividing the NAVD 88
 BY1380.geopotential number by the normal gravity value computed on the
 BY1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1380.degrees latitude (g = 980.6199 gals.).
 BY1380
 BY1380.The modeled gravity was interpolated from observed gravity values.
 BY1380
 BY1380;                    North         East    Units  Estimated Accuracy
 BY1380;SPC TX C     - 3,182,520.    1,162,050.      MT  (+/- 180 meters Scaled)
 BY1380
 BY1380                          SUPERSEDED SURVEY CONTROL
 BY1380
 BY1380  NGVD 29 (??/??/92)  112.815  (m)          370.13   (f) ADJ UNCH    1 2
 BY1380
 BY1380.Superseded values are not recommended for survey control.
 BY1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1380.See file dsdata.txt to determine how the superseded data were derived.
 BY1380
 BY1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ635568(NAD 83)
 BY1380_MARKER: DB = BENCH MARK DISK
 BY1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1380_STAMPING: E 1165 1960
 BY1380_PROJECTION: RECESSED 10 CENTIMETERS
 BY1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1380+STABILITY: SURFACE MOTION
 BY1380
 BY1380  HISTORY     - Date     Condition        Report By
 BY1380  HISTORY     - 1960     MONUMENTED       CGS
 BY1380  HISTORY     - 1980     GOOD             NGS
 BY1380
 BY1380                          STATION DESCRIPTION
 BY1380
 BY1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1380'7.45 MI N FROM LOVELADY.
 BY1380'ABOUT 7.45 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1380'STATION AT LOVELADY, ABOUT 6.6 MILES SOUTH FROM THE STATION AT
 BY1380'CROCKETT, 1-3/4 POLES SOUTH OF MILEPOST 44, AT THE CUT SIDING, 36 1/2
 BY1380'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 2 1/2 FEET WEST OF A
 BY1380'FENCE, 54 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 45, 49 FEET
 BY1380'SOUTHEAST OF THE CENTER OF A DIRT ROAD CROSSING, 29 FEET SOUTH OF THE
 BY1380'CENTER LINE OF A DIRT ROAD, 1.7 FEET SOUTH OF A METAL WITNESS POST,
 BY1380'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BY1380'CONCRETE POST PROJECTING 4 INCHES.
 BY1380
 BY1380                          STATION RECOVERY (1980)
 BY1380
 BY1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1380'10.9 KM. (6.75 MI.) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY1380'FARM ROADS 230 AND 1280 IN LOVELADY, AT A DIRT ROAD LEADING WEST
 BY1380'ACROSS THE MISSOURI PACIFIC RAILROAD, ALSO 10.4 KM. (6.45 MI.) SOUTH
 BY1380'ALONG STATE HIGHWAY 19 FROM THE HOUSTON COUNTY COURTHOUSE IN CROCKETT,
 BY1380'16.5 M. (54.2 FT.) WEST OF THE CENTERLINE OF THE HIGHWAY, 11.2 M.
 BY1380'(36.8 FT.) EAST OF THE EAST RAIL OF THE MAIN TRACKS, 9.0 M. (29.8 FT.)
 BY1380'SOUTH OF THE CENTER OF THE ROAD CROSSING.
 BY1380'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BY1380'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1226 ***********************************************************************
 BY1226  DESIGNATION -  E 1166
 BY1226  PID         -  BY1226
 BY1226  STATE/COUNTY-  TX/ANDERSON
 BY1226  USGS QUAD   -  PERCILLA (1982)
 BY1226
 BY1226                         *CURRENT SURVEY CONTROL
 BY1226  ___________________________________________________________________
 BY1226* NAD 83(1986)-  31 34 25.     (N)    095 29 59.     (W)     SCALED    
 BY1226* NAVD 88     -       153.070  (meters)     502.20   (feet)  ADJUSTED  
 BY1226  ___________________________________________________________________
 BY1226  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY1226  DYNAMIC HT  -         152.880 (meters)     501.57  (feet)  COMP
 BY1226  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 BY1226
 BY1226  VERT ORDER  -  FIRST     CLASS II
 BY1226
 BY1226.The horizontal coordinates were scaled from a topographic map and have
 BY1226.an estimated accuracy of +/- 6 seconds.
 BY1226
 BY1226.The orthometric height was determined by differential leveling
 BY1226.and adjusted by the National Geodetic Survey in June 1991..
 BY1226
 BY1226.The geoid height was determined by GEOID03.
 BY1226
 BY1226.The dynamic height is computed by dividing the NAVD 88
 BY1226.geopotential number by the normal gravity value computed on the
 BY1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1226.degrees latitude (g = 980.6199 gals.).
 BY1226
 BY1226.The modeled gravity was interpolated from observed gravity values.
 BY1226
 BY1226;                    North         East    Units  Estimated Accuracy
 BY1226;SPC TX C     - 3,221,370.    1,158,670.      MT  (+/- 180 meters Scaled)
 BY1226
 BY1226                          SUPERSEDED SURVEY CONTROL
 BY1226
 BY1226  NGVD 29 (??/??/92)  153.071  (m)          502.20   (f) ADJ UNCH    1 2
 BY1226
 BY1226.Superseded values are not recommended for survey control.
 BY1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1226.See file dsdata.txt to determine how the superseded data were derived.
 BY1226
 BY1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ627958(NAD 83)
 BY1226_MARKER: DB = BENCH MARK DISK
 BY1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1226_STAMPING: E 1166 1960
 BY1226_PROJECTION: RECESSED 10 CENTIMETERS
 BY1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1226+STABILITY: SURFACE MOTION
 BY1226
 BY1226  HISTORY     - Date     Condition        Report By
 BY1226  HISTORY     - 1960     MONUMENTED       CGS
 BY1226  HISTORY     - 1980     GOOD             NGS
 BY1226
 BY1226                          STATION DESCRIPTION
 BY1226
 BY1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1226'6.05 MI SE FROM ELKHART.
 BY1226'ABOUT 6.05 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BY1226'THE STATION AT ELKHART, AT SALMON, 12 1/2 FEET SOUTHEAST OF MILEPOST
 BY1226'18-10, 32 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 47
 BY1226'FEET EAST OF THE CENTER OF A ROAD CROSSING, 32 FEET NORTHWEST OF THE
 BY1226'CENTER LINE OF THE ROAD, 14 FEET SOUTH OF THE SOUTH CORNER OF A
 BY1226'TELEPHONE BOOTH, IN LINE WITH A ROW OF TELEPHONE POLES, 2.0 FEET
 BY1226'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BY1226'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BY1226
 BY1226                          STATION RECOVERY (1980)
 BY1226
 BY1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1226'10.3 KM. (6.4 MI.) SOUTHEAST ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY
 BY1226'287 FROM THE JUNCTION OF STATE HIGHWAY 294 IN ELKHART, AT THE JUNCTION
 BY1226'OF A ROAD LEADING WEST ACROSS THE MISSOURI PACIFIC RAILROAD, IN LINE
 BY1226'WITH A ROW OF POWERLINE POLES, 45.7 M. (150 FT.) SOUTHWEST OF THE
 BY1226'CENTERLINE OF THE HIGHWAY, 9.8 M. (32.0 FT.) SOUTHWEST OF THE
 BY1226'SOUTHWEST RAIL OF THE MAIN TRACK, 14.3 M. (47.0 FT.) WEST OF THE
 BY1226'CENTER OF THE ROAD CROSSING, 9.8 M. (32.0 FT.) NORTHWEST OF THE
 BY1226'CENTERLINE OF A ROAD LEADING SOUTH-SOUTHEAST, 0.8 M. (2.5 FT.)
 BY1226'NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE BOX, 6.4 M. (21.0 FT.)
 BY1226'NORTH-NORTHWEST OF THE CENTERLINE OF A DIRT ROAD PARALLEL TO THE
 BY1226'TRACKS, 2.7 M. (8.8 FT.) EAST-SOUTHEAST OF A POWERLINE POLE.
 BY1226'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BY1226'THE MARK IS 0.6 M BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0075 ***********************************************************************
 DO0075  DESIGNATION -  E 1167
 DO0075  PID         -  DO0075
 DO0075  STATE/COUNTY-  TX/CLAY
 DO0075  USGS QUAD   -  VASHTI (1963)
 DO0075
 DO0075                         *CURRENT SURVEY CONTROL
 DO0075  ___________________________________________________________________
 DO0075* NAD 83(1986)-  33 33 20.     (N)    098 05 24.     (W)     SCALED    
 DO0075* NAVD 88     -       319.549  (meters)    1048.39   (feet)  ADJUSTED  
 DO0075  ___________________________________________________________________
 DO0075  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DO0075  DYNAMIC HT  -         319.191 (meters)    1047.21  (feet)  COMP
 DO0075  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 DO0075
 DO0075  VERT ORDER  -  SECOND    CLASS 0
 DO0075
 DO0075.The horizontal coordinates were scaled from a topographic map and have
 DO0075.an estimated accuracy of +/- 6 seconds.
 DO0075
 DO0075.The orthometric height was determined by differential leveling
 DO0075.and adjusted by the National Geodetic Survey in June 1991..
 DO0075
 DO0075.The geoid height was determined by GEOID03.
 DO0075
 DO0075.The dynamic height is computed by dividing the NAVD 88
 DO0075.geopotential number by the normal gravity value computed on the
 DO0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0075.degrees latitude (g = 980.6199 gals.).
 DO0075
 DO0075.The modeled gravity was interpolated from observed gravity values.
 DO0075
 DO0075;                    North         East    Units  Estimated Accuracy
 DO0075;SPC TXNC     - 2,209,540.      638,070.      MT  (+/- 180 meters Scaled)
 DO0075
 DO0075                          SUPERSEDED SURVEY CONTROL
 DO0075
 DO0075  NGVD 29 (??/??/92)  319.617  (m)         1048.61   (f) ADJ UNCH    2 0
 DO0075
 DO0075.Superseded values are not recommended for survey control.
 DO0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0075.See file dsdata.txt to determine how the superseded data were derived.
 DO0075
 DO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC844132(NAD 83)
 DO0075_MARKER: DB = BENCH MARK DISK
 DO0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0075_STAMPING: E 1167 1961
 DO0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0075+STABILITY: SURFACE MOTION
 DO0075
 DO0075  HISTORY     - Date     Condition        Report By
 DO0075  HISTORY     - 1961     MONUMENTED       CGS
 DO0075  HISTORY     - 1984     GOOD             NGS
 DO0075
 DO0075                          STATION DESCRIPTION
 DO0075
 DO0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0075'2.9 MI E FROM BUFFALO SPRINGS.
 DO0075'ABOUT 2.9 MILES EAST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0075'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, OR 3.15
 DO0075'MILES WEST ALONG FARM ROAD 174 FROM THE METHODIST CHURCH AT VASHTI, 39
 DO0075'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET SOUTHWEST OF THE
 DO0075'SOUTH END OF A STEEL CULVERT, 1 1/2 FEET NORTH OF A FENCE, 1.5 FEET
 DO0075'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DO0075'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DO0075
 DO0075                          STATION RECOVERY (1984)
 DO0075
 DO0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0075'4.72 KM (2.95 MI) EAST ALONG STATE HIGHWAY 174 FROM THE MAIN
 DO0075'INTERSECTION IN BUFFALO SPRINGS AT A CROSSROAD. IT IS 12.19 METERS
 DO0075'(40.0 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 3.81 METERS (12.5 FT)
 DO0075'WEST OF THE CENTER OF A FIELD ROAD, 0.91 METER (3.0 FT) WEST OF A
 DO0075'FENCE CORNER, 0.82 METER (2.7 FT) WEST OF A WITNESS POST AND 0.49
 DO0075'METER (1.6 FT) NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0229 ***********************************************************************
 DO0229  DESIGNATION -  E 1168
 DO0229  PID         -  DO0229
 DO0229  STATE/COUNTY-  TX/JACK
 DO0229  USGS QUAD   -  JOHNSON LAKE (1964)
 DO0229
 DO0229                         *CURRENT SURVEY CONTROL
 DO0229  ___________________________________________________________________
 DO0229* NAD 83(1986)-  33 21 16.     (N)    098 12 06.     (W)     SCALED    
 DO0229* NAVD 88     -       291.126  (meters)     955.14   (feet)  ADJUSTED  
 DO0229  ___________________________________________________________________
 DO0229  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DO0229  DYNAMIC HT  -         290.797 (meters)     954.06  (feet)  COMP
 DO0229  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 DO0229
 DO0229  VERT ORDER  -  SECOND    CLASS 0
 DO0229
 DO0229.The horizontal coordinates were scaled from a topographic map and have
 DO0229.an estimated accuracy of +/- 6 seconds.
 DO0229
 DO0229.The orthometric height was determined by differential leveling
 DO0229.and adjusted by the National Geodetic Survey in June 1991..
 DO0229
 DO0229.The geoid height was determined by GEOID03.
 DO0229
 DO0229.The dynamic height is computed by dividing the NAVD 88
 DO0229.geopotential number by the normal gravity value computed on the
 DO0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0229.degrees latitude (g = 980.6199 gals.).
 DO0229
 DO0229.The modeled gravity was interpolated from observed gravity values.
 DO0229
 DO0229;                    North         East    Units  Estimated Accuracy
 DO0229;SPC TXNC     - 2,187,200.      627,770.      MT  (+/- 180 meters Scaled)
 DO0229
 DO0229                          SUPERSEDED SURVEY CONTROL
 DO0229
 DO0229  NGVD 29 (??/??/92)  291.214  (m)          955.42   (f) ADJ UNCH    2 0
 DO0229
 DO0229.Superseded values are not recommended for survey control.
 DO0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0229.See file dsdata.txt to determine how the superseded data were derived.
 DO0229
 DO0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB742908(NAD 83)
 DO0229_MARKER: DB = BENCH MARK DISK
 DO0229_SETTING: 66 = SET IN ROCK OUTCROP
 DO0229_SP_SET: OUTCROP
 DO0229_STAMPING: E 1168 1961
 DO0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0229+STABILITY: POSITION/ELEVATION WELL
 DO0229
 DO0229  HISTORY     - Date     Condition        Report By
 DO0229  HISTORY     - 1961     MONUMENTED       CGS
 DO0229  HISTORY     - 1984     GOOD             NGS
 DO0229  HISTORY     - 20010325 GOOD             USPSQD
 DO0229  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0229
 DO0229                          STATION DESCRIPTION
 DO0229
 DO0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0229'10.0 MI N FROM JACKSBORO.
 DO0229'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0229'199 AND 148 FROM THE COURTHOUSE AT JACKSBORO, THENCE 9.3 MILES NORTH
 DO0229'ALONG STATE HIGHWAY 148, 0.3 MILE NORTHWEST OF THE CREST OF A HILL, 90
 DO0229'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 DO0229'FLAT SANDSTONE OUTCROP, 28 FEET NORTHEAST OF A FENCE, ABOUT LEVEL WITH
 DO0229'THE HIGHWAY, AND ABOUT FLUSH WITH THE GROUND.
 DO0229
 DO0229                          STATION RECOVERY (1984)
 DO0229
 DO0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0229'RECOVERED IN GOOD CONDITION.
 DO0229
 DO0229                          STATION RECOVERY (2001)
 DO0229
 DO0229'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0229'RECOVERED IN GOOD CONDITION.
 DO0229
 DO0229                          STATION RECOVERY (2005)
 DO0229
 DO0229'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0372 ***********************************************************************
 DO0372  DESIGNATION -  E 1169
 DO0372  PID         -  DO0372
 DO0372  STATE/COUNTY-  TX/ARCHER
 DO0372  USGS QUAD   -  ARCHER CITY EAST (1963)
 DO0372
 DO0372                         *CURRENT SURVEY CONTROL
 DO0372  ___________________________________________________________________
 DO0372* NAD 83(1986)-  33 34 42.     (N)    098 32 44.     (W)     SCALED    
 DO0372* NAVD 88     -       296.358  (meters)     972.30   (feet)  ADJUSTED  
 DO0372  ___________________________________________________________________
 DO0372  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DO0372  DYNAMIC HT  -         296.022 (meters)     971.20  (feet)  COMP
 DO0372  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 DO0372
 DO0372  VERT ORDER  -  SECOND    CLASS 0
 DO0372
 DO0372.The horizontal coordinates were scaled from a topographic map and have
 DO0372.an estimated accuracy of +/- 6 seconds.
 DO0372
 DO0372.The orthometric height was determined by differential leveling
 DO0372.and adjusted by the National Geodetic Survey in June 1991..
 DO0372
 DO0372.The geoid height was determined by GEOID03.
 DO0372
 DO0372.The dynamic height is computed by dividing the NAVD 88
 DO0372.geopotential number by the normal gravity value computed on the
 DO0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0372.degrees latitude (g = 980.6199 gals.).
 DO0372
 DO0372.The modeled gravity was interpolated from observed gravity values.
 DO0372
 DO0372;                    North         East    Units  Estimated Accuracy
 DO0372;SPC TXNC     - 2,211,990.      595,770.      MT  (+/- 180 meters Scaled)
 DO0372
 DO0372                          SUPERSEDED SURVEY CONTROL
 DO0372
 DO0372  NGVD 29 (??/??/92)  296.281  (m)          972.05   (f) ADJ UNCH    2 0
 DO0372
 DO0372.Superseded values are not recommended for survey control.
 DO0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0372.See file dsdata.txt to determine how the superseded data were derived.
 DO0372
 DO0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC421154(NAD 83)
 DO0372_MARKER: DB = BENCH MARK DISK
 DO0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0372_STAMPING: E 1169 1961
 DO0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0372+STABILITY: SURFACE MOTION
 DO0372
 DO0372  HISTORY     - Date     Condition        Report By
 DO0372  HISTORY     - 1961     MONUMENTED       CGS
 DO0372
 DO0372                          STATION DESCRIPTION
 DO0372
 DO0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0372'5.0 MI E FROM ARCHER CITY.
 DO0372'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE AT
 DO0372'ARCHER CITY, 49 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 DO0372'WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 1 1/2 FEET
 DO0372'NORTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 DO0372'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DO0372'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0033 ***********************************************************************
 CA0033  DESIGNATION -  E 117
 CA0033  PID         -  CA0033
 CA0033  STATE/COUNTY-  TX/HAMILTON
 CA0033  USGS QUAD   -  EIDSON LAKE (1979)
 CA0033
 CA0033                         *CURRENT SURVEY CONTROL
 CA0033  ___________________________________________________________________
 CA0033* NAD 83(1986)-  31 47 12.     (N)    098 06 19.     (W)     SCALED    
 CA0033* NAVD 88     -       301.788  (meters)     990.12   (feet)  ADJUSTED  
 CA0033  ___________________________________________________________________
 CA0033  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CA0033  DYNAMIC HT  -         301.403 (meters)     988.85  (feet)  COMP
 CA0033  MODELED GRAV-     979,355.8   (mgal)                       NAVD 88
 CA0033
 CA0033  VERT ORDER  -  SECOND    CLASS 0
 CA0033
 CA0033.The horizontal coordinates were scaled from a topographic map and have
 CA0033.an estimated accuracy of +/- 6 seconds.
 CA0033
 CA0033.The orthometric height was determined by differential leveling
 CA0033.and adjusted by the National Geodetic Survey in June 1991..
 CA0033
 CA0033.The geoid height was determined by GEOID03.
 CA0033
 CA0033.The dynamic height is computed by dividing the NAVD 88
 CA0033.geopotential number by the normal gravity value computed on the
 CA0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0033.degrees latitude (g = 980.6199 gals.).
 CA0033
 CA0033.The modeled gravity was interpolated from observed gravity values.
 CA0033
 CA0033;                    North         East    Units  Estimated Accuracy
 CA0033;SPC TX C     - 3,237,140.      911,000.      MT  (+/- 180 meters Scaled)
 CA0033
 CA0033                          SUPERSEDED SURVEY CONTROL
 CA0033
 CA0033  NGVD 29 (??/??/92)  301.713  (m)          989.87   (f) ADJ UNCH    2 0
 CA0033
 CA0033.Superseded values are not recommended for survey control.
 CA0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0033.See file dsdata.txt to determine how the superseded data were derived.
 CA0033
 CA0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA847171(NAD 83)
 CA0033_MARKER: DB = BENCH MARK DISK
 CA0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0033_SP_SET: BRIDGE ABUTMENT
 CA0033_STAMPING: 990.067 E 117 1933
 CA0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0033
 CA0033  HISTORY     - Date     Condition        Report By
 CA0033  HISTORY     - 1933     MONUMENTED       CGS
 CA0033  HISTORY     - 1935     GOOD             NGS
 CA0033
 CA0033                          STATION DESCRIPTION
 CA0033
 CA0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0033'6.6 MI N FROM HAMILTON.
 CA0033'6.6 MILES NORTH ALONG U. S. HIGHWAY 281 FROM THE COURTHOUSE AT
 CA0033'HAMILTON, HAMITLON COUNTY, AT THE BRIDGE OVER LEON RIVER, AND IN THE
 CA0033'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT.
 CA0033
 CA0033                          STATION RECOVERY (1935)
 CA0033
 CA0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0171 ***********************************************************************
 DO0171  DESIGNATION -  E 1170
 DO0171  PID         -  DO0171
 DO0171  STATE/COUNTY-  TX/JACK
 DO0171  USGS QUAD   -  JACKSBORO (1982)
 DO0171
 DO0171                         *CURRENT SURVEY CONTROL
 DO0171  ___________________________________________________________________
 DO0171* NAD 83(1986)-  33 11 29.     (N)    098 08 45.     (W)     SCALED    
 DO0171* NAVD 88     -       348.075  (meters)    1141.98   (feet)  ADJUSTED  
 DO0171  ___________________________________________________________________
 DO0171  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DO0171  DYNAMIC HT  -         347.674 (meters)    1140.66  (feet)  COMP
 DO0171  MODELED GRAV-     979,474.6   (mgal)                       NAVD 88
 DO0171
 DO0171  VERT ORDER  -  SECOND    CLASS 0
 DO0171
 DO0171.The horizontal coordinates were scaled from a topographic map and have
 DO0171.an estimated accuracy of +/- 6 seconds.
 DO0171
 DO0171.The orthometric height was determined by differential leveling
 DO0171.and adjusted by the National Geodetic Survey in June 1991..
 DO0171
 DO0171.The geoid height was determined by GEOID03.
 DO0171
 DO0171.The dynamic height is computed by dividing the NAVD 88
 DO0171.geopotential number by the normal gravity value computed on the
 DO0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0171.degrees latitude (g = 980.6199 gals.).
 DO0171
 DO0171.The modeled gravity was interpolated from observed gravity values.
 DO0171
 DO0171;                    North         East    Units  Estimated Accuracy
 DO0171;SPC TXNC     - 2,169,130.      633,020.      MT  (+/- 180 meters Scaled)
 DO0171
 DO0171                          SUPERSEDED SURVEY CONTROL
 DO0171
 DO0171  NGVD 29 (??/??/92)  348.000  (m)         1141.73   (f) ADJ UNCH    2 0
 DO0171
 DO0171.Superseded values are not recommended for survey control.
 DO0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0171.See file dsdata.txt to determine how the superseded data were derived.
 DO0171
 DO0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB796728(NAD 83)
 DO0171_MARKER: DB = BENCH MARK DISK
 DO0171_SETTING: 66 = SET IN ROCK OUTCROP
 DO0171_SP_SET: ROCK
 DO0171_STAMPING: E 1170 1961
 DO0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0171+STABILITY: POSITION/ELEVATION WELL
 DO0171
 DO0171  HISTORY     - Date     Condition        Report By
 DO0171  HISTORY     - 1961     MONUMENTED       CGS
 DO0171
 DO0171                          STATION DESCRIPTION
 DO0171
 DO0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0171'2.3 MI SE FROM JACKSBORO.
 DO0171'ABOUT 0.45 MILE SOUTH ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY 199
 DO0171'FROM THE COURTHOUSE AT JACKSBORO, THENCE 0.1 MILE WEST ALONG SEWELL
 DO0171'STREET, THENCE 0.3 MILE SOUTHWEST ALONG DEPOT STREET TO THE ROCK
 DO0171'ISLAND RAILROAD STATION, THENCE 1.45 MILES SOUTHEAST ALONG THE
 DO0171'RAILROAD, ABOUT 0.3 MILE SOUTHWEST ACROSS A PASTURE FROM THE HIGHWAYS,
 DO0171'ABOUT 0.15 MILE NORTH OF A STEEL WINDMILL, 6 POLES NORTHWEST OF A PIPE
 DO0171'LINE CROSSING THE TRACK, 30 FEET NORTHWEST OF THE FIRST POLE SOUTHEAST
 DO0171'OF MILEPOST 28, 53 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE
 DO0171'TOP OF A LARGE FLAT ROCK, 6 FEET SOUTHWEST OF A FENCE, ABOUT 2 FEET
 DO0171'BELOW THE LEVEL OF THE TRACK, AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0350 ***********************************************************************
 CU0350  DESIGNATION -  E 1171
 CU0350  PID         -  CU0350
 CU0350  STATE/COUNTY-  TX/MITCHELL
 CU0350  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0350
 CU0350                         *CURRENT SURVEY CONTROL
 CU0350  ___________________________________________________________________
 CU0350* NAD 83(1986)-  32 19 00.     (N)    100 49 11.     (W)     SCALED    
 CU0350* NAVD 88     -       639.347  (meters)    2097.59   (feet)  ADJUSTED  
 CU0350  ___________________________________________________________________
 CU0350  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CU0350  DYNAMIC HT  -         638.493 (meters)    2094.79  (feet)  COMP
 CU0350  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 CU0350
 CU0350  VERT ORDER  -  SECOND    CLASS 0
 CU0350
 CU0350.The horizontal coordinates were scaled from a topographic map and have
 CU0350.an estimated accuracy of +/- 6 seconds.
 CU0350
 CU0350.The orthometric height was determined by differential leveling
 CU0350.and adjusted by the National Geodetic Survey in June 1991..
 CU0350
 CU0350.The geoid height was determined by GEOID03.
 CU0350
 CU0350.The dynamic height is computed by dividing the NAVD 88
 CU0350.geopotential number by the normal gravity value computed on the
 CU0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0350.degrees latitude (g = 980.6199 gals.).
 CU0350
 CU0350.The modeled gravity was interpolated from observed gravity values.
 CU0350
 CU0350;                    North         East    Units  Estimated Accuracy
 CU0350;SPC TXNC     - 2,074,490.      381,590.      MT  (+/- 180 meters Scaled)
 CU0350
 CU0350                          SUPERSEDED SURVEY CONTROL
 CU0350
 CU0350  NGVD 29 (??/??/92)  639.139  (m)         2096.91   (f) ADJ UNCH    2 0
 CU0350
 CU0350.Superseded values are not recommended for survey control.
 CU0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0350.See file dsdata.txt to determine how the superseded data were derived.
 CU0350
 CU0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA286769(NAD 83)
 CU0350_MARKER: DB = BENCH MARK DISK
 CU0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0350_SP_SET: RETAINING WALL
 CU0350_STAMPING: E 1171 1961
 CU0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0350
 CU0350  HISTORY     - Date     Condition        Report By
 CU0350  HISTORY     - 1961     MONUMENTED       CGS
 CU0350
 CU0350                          STATION DESCRIPTION
 CU0350
 CU0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0350'6.75 MI SE FROM COLORADO CITY.
 CU0350'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0350'STATION AT COLORADO CITY, THENCE 4.95 MILES SOUTHEAST ALONG STATE
 CU0350'HIGHWAY 208, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 CU0350'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE RETAINING
 CU0350'WALL OF THE CONCRETE BRIDGE OVER SOUTH CHAMPION CREEK, 1 1/2 FEET
 CU0350'SOUTHEAST OF A SMALL CONCRETE PILLAR SUPPORTING A STEEL GUARD RAIL,
 CU0350'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0387 ***********************************************************************
 CU0387  DESIGNATION -  E 1172
 CU0387  PID         -  CU0387
 CU0387  STATE/COUNTY-  TX/COKE
 CU0387  USGS QUAD   -  SANCO (1987)
 CU0387
 CU0387                         *CURRENT SURVEY CONTROL
 CU0387  ___________________________________________________________________
 CU0387* NAD 83(1986)-  32 01 34.     (N)    100 33 48.     (W)     SCALED    
 CU0387* NAVD 88     -       626.845  (meters)    2056.57   (feet)  ADJUSTED  
 CU0387  ___________________________________________________________________
 CU0387  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CU0387  DYNAMIC HT  -         626.008 (meters)    2053.83  (feet)  COMP
 CU0387  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 CU0387
 CU0387  VERT ORDER  -  SECOND    CLASS 0
 CU0387
 CU0387.The horizontal coordinates were scaled from a topographic map and have
 CU0387.an estimated accuracy of +/- 6 seconds.
 CU0387
 CU0387.The orthometric height was determined by differential leveling
 CU0387.and adjusted by the National Geodetic Survey in June 1991..
 CU0387
 CU0387.The geoid height was determined by GEOID03.
 CU0387
 CU0387.The dynamic height is computed by dividing the NAVD 88
 CU0387.geopotential number by the normal gravity value computed on the
 CU0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0387.degrees latitude (g = 980.6199 gals.).
 CU0387
 CU0387.The modeled gravity was interpolated from observed gravity values.
 CU0387
 CU0387;                    North         East    Units  Estimated Accuracy
 CU0387;SPC TX C     - 3,261,600.      678,270.      MT  (+/- 180 meters Scaled)
 CU0387
 CU0387                          SUPERSEDED SURVEY CONTROL
 CU0387
 CU0387  NGVD 29 (??/??/92)  626.641  (m)         2055.90   (f) ADJ UNCH    2 0
 CU0387
 CU0387.Superseded values are not recommended for survey control.
 CU0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0387.See file dsdata.txt to determine how the superseded data were derived.
 CU0387
 CU0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA523443(NAD 83)
 CU0387_MARKER: DB = BENCH MARK DISK
 CU0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0387_SP_SET: BRIDGE
 CU0387_STAMPING: E 1172 1961
 CU0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0387
 CU0387  HISTORY     - Date     Condition        Report By
 CU0387  HISTORY     - 1961     MONUMENTED       CGS
 CU0387
 CU0387                          STATION DESCRIPTION
 CU0387
 CU0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0387'9.15 MI SE FROM SILVER.
 CU0387'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0387'AT SILVER, THENCE 8.55 MILES SOUTHEAST ALONG STATE HIGHWAY 208, 0.1
 CU0387'MILE EAST OF A STEEL WINDMILL ON THE CREST OF A HILL, AT THE SOUTHEAST
 CU0387'END OF A CUT IN THE HIGHWAY, 49 FEET SOUTHWEST OF THE CENTER LINE OF
 CU0387'THE HIGHWAY, SET IN THE TOP OF A FLAT ROCK OUTCROP, 156 FEET NORTHWEST
 CU0387'OF THE WEST CONCRETE WING WALL OF A BRIDGE OVER ROUGH CREEK, 4 1/2
 CU0387'FEET NORTHWEST OF A TEE FENCE CORNER POST, 3 FEET NORTHEAST OF A
 CU0387'FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND FLUSH WITH THE
 CU0387'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0105 ***********************************************************************
 CU0105  DESIGNATION -  E 1173
 CU0105  PID         -  CU0105
 CU0105  STATE/COUNTY-  TX/FISHER
 CU0105  USGS QUAD   -  LONGWORTH (1969)
 CU0105
 CU0105                         *CURRENT SURVEY CONTROL
 CU0105  ___________________________________________________________________
 CU0105* NAD 83(1986)-  32 38 34.     (N)    100 21 29.     (W)     SCALED    
 CU0105* NAVD 88     -       597.827  (meters)    1961.37   (feet)  ADJUSTED  
 CU0105  ___________________________________________________________________
 CU0105  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CU0105  DYNAMIC HT  -         597.034 (meters)    1958.77  (feet)  COMP
 CU0105  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 CU0105
 CU0105  VERT ORDER  -  SECOND    CLASS 0
 CU0105
 CU0105.The horizontal coordinates were scaled from a topographic map and have
 CU0105.an estimated accuracy of +/- 6 seconds.
 CU0105
 CU0105.The orthometric height was determined by differential leveling
 CU0105.and adjusted by the National Geodetic Survey in June 1991..
 CU0105
 CU0105.The geoid height was determined by GEOID03.
 CU0105
 CU0105.The dynamic height is computed by dividing the NAVD 88
 CU0105.geopotential number by the normal gravity value computed on the
 CU0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0105.degrees latitude (g = 980.6199 gals.).
 CU0105
 CU0105.The modeled gravity was interpolated from observed gravity values.
 CU0105
 CU0105;                    North         East    Units  Estimated Accuracy
 CU0105;SPC TXNC     - 2,109,780.      425,690.      MT  (+/- 180 meters Scaled)
 CU0105
 CU0105                          SUPERSEDED SURVEY CONTROL
 CU0105
 CU0105  NGVD 29 (??/??/92)  597.603  (m)         1960.64   (f) ADJ UNCH    2 0
 CU0105
 CU0105.Superseded values are not recommended for survey control.
 CU0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0105.See file dsdata.txt to determine how the superseded data were derived.
 CU0105
 CU0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB726125(NAD 83)
 CU0105_MARKER: DB = BENCH MARK DISK
 CU0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0105_SP_SET: CULVERT
 CU0105_STAMPING: E 1173 1961
 CU0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0105
 CU0105  HISTORY     - Date     Condition        Report By
 CU0105  HISTORY     - 1961     MONUMENTED       CGS
 CU0105
 CU0105                          STATION DESCRIPTION
 CU0105
 CU0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0105'1.0 MI SW FROM LONGWORTH.
 CU0105'ABOUT 1.0 MILE SOUTHWEST ALONG FARM ROAD 57 FROM THE POST OFFICE AT
 CU0105'LONGWORTH, 0.3 MILE SOUTHWEST OF A CURVE IN THE FARM ROAD AND THE
 CU0105'JUNCTION OF THE FARM ROAD AND A GRADED DIRT ROAD, 19 FEET NORTHWEST OF
 CU0105'THE CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF THE SOUTHWEST END
 CU0105'OF THE NORTHWEST CONCRETE HEAD WALL OF A 5 CHANNEL CONCRETE CULVERT
 CU0105'OVER PLUM CREEK, AND ABOUT LEVEL WITH THE FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0411 ***********************************************************************
 CU0411  DESIGNATION -  E 1174
 CU0411  PID         -  CU0411
 CU0411  STATE/COUNTY-  TX/KENT
 CU0411  USGS QUAD   -  TIGE CANYON (1969)
 CU0411
 CU0411                         *CURRENT SURVEY CONTROL
 CU0411  ___________________________________________________________________
 CU0411* NAD 83(1986)-  32 58 01.     (N)    100 31 34.     (W)     SCALED    
 CU0411* NAVD 88     -       650.813  (meters)    2135.21   (feet)  ADJUSTED  
 CU0411  ___________________________________________________________________
 CU0411  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CU0411  DYNAMIC HT  -         649.982 (meters)    2132.48  (feet)  COMP
 CU0411  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 CU0411
 CU0411  VERT ORDER  -  SECOND    CLASS 0
 CU0411
 CU0411.The horizontal coordinates were scaled from a topographic map and have
 CU0411.an estimated accuracy of +/- 6 seconds.
 CU0411
 CU0411.The orthometric height was determined by differential leveling
 CU0411.and adjusted by the National Geodetic Survey in June 1991..
 CU0411
 CU0411.The geoid height was determined by GEOID03.
 CU0411
 CU0411.The dynamic height is computed by dividing the NAVD 88
 CU0411.geopotential number by the normal gravity value computed on the
 CU0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0411.degrees latitude (g = 980.6199 gals.).
 CU0411
 CU0411.The modeled gravity was interpolated from observed gravity values.
 CU0411
 CU0411;                    North         East    Units  Estimated Accuracy
 CU0411;SPC TXNC     - 2,146,010.      410,620.      MT  (+/- 180 meters Scaled)
 CU0411
 CU0411                          SUPERSEDED SURVEY CONTROL
 CU0411
 CU0411  NGVD 29 (??/??/92)  650.565  (m)         2134.40   (f) ADJ UNCH    2 0
 CU0411
 CU0411.Superseded values are not recommended for survey control.
 CU0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0411.See file dsdata.txt to determine how the superseded data were derived.
 CU0411
 CU0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB573486(NAD 83)
 CU0411_MARKER: DB = BENCH MARK DISK
 CU0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0411_STAMPING: E 1174 1961
 CU0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0411+STABILITY: SURFACE MOTION
 CU0411
 CU0411  HISTORY     - Date     Condition        Report By
 CU0411  HISTORY     - 1961     MONUMENTED       CGS
 CU0411
 CU0411                          STATION DESCRIPTION
 CU0411
 CU0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0411'9.7 MI NW FROM ROTAN.
 CU0411'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0411'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 9.6 MILES NORTHWEST
 CU0411'ALONG STATE HIGHWAY 70, 0.35 MILE NORTHWEST OF THE FISHER-KENT COUNTY
 CU0411'LINE, 60 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 39
 CU0411'FEET NORTHWEST OF A T-FENCE CORNER, 29 FEET NORTHWEST OF THE CENTER OF
 CU0411'A GATE AND A TRACK ROAD, 2 FEET SOUTHWEST OF A FENCE, 2.3 FEET NORTH
 CU0411'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 CU0411'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0087 ***********************************************************************
 CT0087  DESIGNATION -  E 1175
 CT0087  PID         -  CT0087
 CT0087  STATE/COUNTY-  TX/PALO PINTO
 CT0087  USGS QUAD   -  WHITT (1984)
 CT0087
 CT0087                         *CURRENT SURVEY CONTROL
 CT0087  ___________________________________________________________________
 CT0087* NAD 83(1986)-  32 59 06.     (N)    098 03 48.     (W)     SCALED    
 CT0087* NAVD 88     -       345.663  (meters)    1134.06   (feet)  ADJUSTED  
 CT0087  ___________________________________________________________________
 CT0087  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CT0087  DYNAMIC HT  -         345.244 (meters)    1132.69  (feet)  COMP
 CT0087  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 CT0087
 CT0087  VERT ORDER  -  SECOND    CLASS 0
 CT0087
 CT0087.The horizontal coordinates were scaled from a topographic map and have
 CT0087.an estimated accuracy of +/- 6 seconds.
 CT0087
 CT0087.The orthometric height was determined by differential leveling
 CT0087.and adjusted by the National Geodetic Survey in June 1991..
 CT0087
 CT0087.The geoid height was determined by GEOID03.
 CT0087
 CT0087.The dynamic height is computed by dividing the NAVD 88
 CT0087.geopotential number by the normal gravity value computed on the
 CT0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0087.degrees latitude (g = 980.6199 gals.).
 CT0087
 CT0087.The modeled gravity was interpolated from observed gravity values.
 CT0087
 CT0087;                    North         East    Units  Estimated Accuracy
 CT0087;SPC TXNC     - 2,146,270.      640,810.      MT  (+/- 180 meters Scaled)
 CT0087
 CT0087                          SUPERSEDED SURVEY CONTROL
 CT0087
 CT0087  NGVD 29 (??/??/92)  345.564  (m)         1133.74   (f) ADJ UNCH    2 0
 CT0087
 CT0087.Superseded values are not recommended for survey control.
 CT0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0087.See file dsdata.txt to determine how the superseded data were derived.
 CT0087
 CT0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB875500(NAD 83)
 CT0087_MARKER: DB = BENCH MARK DISK
 CT0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0087_STAMPING: E 1175 1961
 CT0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0087+STABILITY: SURFACE MOTION
 CT0087
 CT0087  HISTORY     - Date     Condition        Report By
 CT0087  HISTORY     - 1961     MONUMENTED       CGS
 CT0087  HISTORY     - 19980822 GOOD             USPSQD
 CT0087  HISTORY     - 20010325 GOOD             USPSQD
 CT0087  HISTORY     - 20050416 GOOD             USPSQD
 CT0087
 CT0087                          STATION DESCRIPTION
 CT0087
 CT0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0087'3.5 MI S FROM PERRIN.
 CT0087'ABOUT 3.5 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL BUILDING
 CT0087'AT PERRIN, 135 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 CT0087'NORTHEAST CORNER OF A HOUSE, 48 FEET EAST OF THE CENTER LINE OF THE
 CT0087'HIGHWAY, 33 1/2 FEET SOUTH OF A FENCE CORNER, 4 FEET WEST OF A POWER
 CT0087'POLE BEARING A TRANSFORMER, 2 FEET WEST OF A FENCE, 1.9 FEET SOUTH OF
 CT0087'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 CT0087'OF A CONCRETE POST PROJECTING 5 INCHES.
 CT0087
 CT0087                          STATION RECOVERY (1998)
 CT0087
 CT0087'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0087'RECOVERED IN GOOD CONDITION.
 CT0087
 CT0087                          STATION RECOVERY (2001)
 CT0087
 CT0087'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0087'RECOVERED IN GOOD CONDITION.
 CT0087
 CT0087                          STATION RECOVERY (2005)
 CT0087
 CT0087'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0447 ***********************************************************************
 CU0447  DESIGNATION -  E 1176
 CU0447  PID         -  CU0447
 CU0447  STATE/COUNTY-  TX/SCURRY
 CU0447  USGS QUAD   -  HERMLEIGH (1979)
 CU0447
 CU0447                         *CURRENT SURVEY CONTROL
 CU0447  ___________________________________________________________________
 CU0447* NAD 83(1986)-  32 42 19.     (N)    100 49 00.     (W)     SCALED    
 CU0447* NAVD 88     -       747.197  (meters)    2451.43   (feet)  ADJUSTED  
 CU0447  ___________________________________________________________________
 CU0447  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CU0447  DYNAMIC HT  -         746.204 (meters)    2448.17  (feet)  COMP
 CU0447  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 CU0447
 CU0447  VERT ORDER  -  SECOND    CLASS 0
 CU0447
 CU0447.The horizontal coordinates were scaled from a topographic map and have
 CU0447.an estimated accuracy of +/- 6 seconds.
 CU0447
 CU0447.The orthometric height was determined by differential leveling
 CU0447.and adjusted by the National Geodetic Survey in June 1991..
 CU0447
 CU0447.The geoid height was determined by GEOID03.
 CU0447
 CU0447.The dynamic height is computed by dividing the NAVD 88
 CU0447.geopotential number by the normal gravity value computed on the
 CU0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0447.degrees latitude (g = 980.6199 gals.).
 CU0447
 CU0447.The modeled gravity was interpolated from observed gravity values.
 CU0447
 CU0447;                    North         East    Units  Estimated Accuracy
 CU0447;SPC TXNC     - 2,117,570.      382,820.      MT  (+/- 180 meters Scaled)
 CU0447
 CU0447                          SUPERSEDED SURVEY CONTROL
 CU0447
 CU0447  NGVD 29 (??/??/92)  746.908  (m)         2450.48   (f) ADJ UNCH    2 0
 CU0447
 CU0447.Superseded values are not recommended for survey control.
 CU0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0447.See file dsdata.txt to determine how the superseded data were derived.
 CU0447
 CU0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB297200(NAD 83)
 CU0447_MARKER: DB = BENCH MARK DISK
 CU0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0447_STAMPING: E 1176 1961
 CU0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0447+STABILITY: SURFACE MOTION
 CU0447
 CU0447  HISTORY     - Date     Condition        Report By
 CU0447  HISTORY     - 1961     MONUMENTED       CGS
 CU0447
 CU0447                          STATION DESCRIPTION
 CU0447
 CU0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0447'6.65 MI E FROM SNYDER.
 CU0447'ABOUT 3.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CU0447'FROM THE STATION AT SNYDER, THENCE 3.35 MILES EAST ALONG U. S. HIGHWAY
 CU0447'180, 108 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 115 FEET
 CU0447'SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD, 166 FEET EAST-NORTHEAST
 CU0447'OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY WITH THE PAVED ROAD,
 CU0447'1 1/2 FEET SOUTHEAST OF A FENCE, 2.0 FEET NORTHEAST OF A METAL WITNESS
 CU0447'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CU0447'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0234 ***********************************************************************
 CB0234  DESIGNATION -  E 1177
 CB0234  PID         -  CB0234
 CB0234  STATE/COUNTY-  TX/COKE
 CB0234  USGS QUAD   -  EDITH (1987)
 CB0234
 CB0234                         *CURRENT SURVEY CONTROL
 CB0234  ___________________________________________________________________
 CB0234* NAD 83(1986)-  31 54 10.     (N)    100 34 44.     (W)     SCALED    
 CB0234* NAVD 88     -       585.621  (meters)    1921.32   (feet)  ADJUSTED  
 CB0234  ___________________________________________________________________
 CB0234  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 CB0234  DYNAMIC HT  -         584.841 (meters)    1918.77  (feet)  COMP
 CB0234  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 CB0234
 CB0234  VERT ORDER  -  SECOND    CLASS 0
 CB0234
 CB0234.The horizontal coordinates were scaled from a topographic map and have
 CB0234.an estimated accuracy of +/- 6 seconds.
 CB0234
 CB0234.The orthometric height was determined by differential leveling
 CB0234.and adjusted by the National Geodetic Survey in June 1991..
 CB0234
 CB0234.The geoid height was determined by GEOID03.
 CB0234
 CB0234.The dynamic height is computed by dividing the NAVD 88
 CB0234.geopotential number by the normal gravity value computed on the
 CB0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0234.degrees latitude (g = 980.6199 gals.).
 CB0234
 CB0234.The modeled gravity was interpolated from observed gravity values.
 CB0234
 CB0234;                    North         East    Units  Estimated Accuracy
 CB0234;SPC TX C     - 3,247,920.      676,770.      MT  (+/- 180 meters Scaled)
 CB0234
 CB0234                          SUPERSEDED SURVEY CONTROL
 CB0234
 CB0234  NGVD 29 (??/??/92)  585.424  (m)         1920.68   (f) ADJ UNCH    2 0
 CB0234
 CB0234.Superseded values are not recommended for survey control.
 CB0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0234.See file dsdata.txt to determine how the superseded data were derived.
 CB0234
 CB0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA507307(NAD 83)
 CB0234_MARKER: DB = BENCH MARK DISK
 CB0234_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CB0234_SP_SET: 8 FEET
 CB0234_STAMPING: E 1177 1961
 CB0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0234
 CB0234  HISTORY     - Date     Condition        Report By
 CB0234  HISTORY     - 1961     MONUMENTED       CGS
 CB0234
 CB0234                          STATION DESCRIPTION
 CB0234
 CB0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0234'6.2 MI W FROM ROBERT LEE.
 CB0234'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0234'ROBERT LEE, THENCE 5.95 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0234'ROAD 387, ABOUT 0.15 MILE NORTHWEST OF A FARMHOUSE, 49 FEET NORTH OF
 CB0234'THE CENTER LINE OF THE HIGHWAY, 176 FEET WEST OF THE NORTH END OF A
 CB0234'CULVERT, 1 FOOT SOUTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS
 CB0234'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP
 CB0234'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET
 CB0234'AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0269 ***********************************************************************
 CB0269  DESIGNATION -  E 1178
 CB0269  PID         -  CB0269
 CB0269  STATE/COUNTY-  TX/STERLING
 CB0269  USGS QUAD   -  STERLING CITY NW (1987)
 CB0269
 CB0269                         *CURRENT SURVEY CONTROL
 CB0269  ___________________________________________________________________
 CB0269* NAD 83(1986)-  31 52 33.     (N)    100 57 34.     (W)     SCALED    
 CB0269* NAVD 88     -       741.445  (meters)    2432.56   (feet)  ADJUSTED  
 CB0269  ___________________________________________________________________
 CB0269  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 CB0269  DYNAMIC HT  -         740.428 (meters)    2429.22  (feet)  COMP
 CB0269  MODELED GRAV-     979,244.3   (mgal)                       NAVD 88
 CB0269
 CB0269  VERT ORDER  -  SECOND    CLASS 0
 CB0269
 CB0269.The horizontal coordinates were scaled from a topographic map and have
 CB0269.an estimated accuracy of +/- 6 seconds.
 CB0269
 CB0269.The orthometric height was determined by differential leveling
 CB0269.and adjusted by the National Geodetic Survey in June 1991..
 CB0269
 CB0269.The geoid height was determined by GEOID03.
 CB0269
 CB0269.The dynamic height is computed by dividing the NAVD 88
 CB0269.geopotential number by the normal gravity value computed on the
 CB0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0269.degrees latitude (g = 980.6199 gals.).
 CB0269
 CB0269.The modeled gravity was interpolated from observed gravity values.
 CB0269
 CB0269;                    North         East    Units  Estimated Accuracy
 CB0269;SPC TX C     - 3,245,080.      640,760.      MT  (+/- 180 meters Scaled)
 CB0269
 CB0269                          SUPERSEDED SURVEY CONTROL
 CB0269
 CB0269  NGVD 29 (??/??/92)  741.216  (m)         2431.81   (f) ADJ UNCH    2 0
 CB0269
 CB0269.Superseded values are not recommended for survey control.
 CB0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0269.See file dsdata.txt to determine how the superseded data were derived.
 CB0269
 CB0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA146283(NAD 83)
 CB0269_MARKER: DB = BENCH MARK DISK
 CB0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0269_STAMPING: E 1178 1961
 CB0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0269+STABILITY: SURFACE MOTION
 CB0269
 CB0269  HISTORY     - Date     Condition        Report By
 CB0269  HISTORY     - 1961     MONUMENTED       CGS
 CB0269  HISTORY     - 1972     GOOD             NGS
 CB0269
 CB0269                          STATION DESCRIPTION
 CB0269
 CB0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0269'3.8 MI NE FROM STERLING CITY.
 CB0269'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0269'AT STERLING CITY, THENCE 3.05 MILES NORTH ALONG STATE HIGHWAY 158 AND
 CB0269'FARM ROAD 387, 47 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 CB0269'SOUTH OF A TELEPHONE POLE, 2 FEET WEST OF A FENCE, 1.9 FEET NORTH OF A
 CB0269'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 CB0269'OF A CONCRETE POST PROJECTING 6 INCHES.
 CB0269
 CB0269                          STATION RECOVERY (1972)
 CB0269
 CB0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CB0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0423 ***********************************************************************
 CU0423  DESIGNATION -  E 1179
 CU0423  PID         -  CU0423
 CU0423  STATE/COUNTY-  TX/FISHER
 CU0423  USGS QUAD   -  HOBBS (1969)
 CU0423
 CU0423                         *CURRENT SURVEY CONTROL
 CU0423  ___________________________________________________________________
 CU0423* NAD 83(1986)-  32 50 13.     (N)    100 36 30.     (W)     SCALED    
 CU0423* NAVD 88     -       639.243  (meters)    2097.25   (feet)  ADJUSTED  
 CU0423  ___________________________________________________________________
 CU0423  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CU0423  DYNAMIC HT  -         638.411 (meters)    2094.52  (feet)  COMP
 CU0423  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 CU0423
 CU0423  VERT ORDER  -  SECOND    CLASS 0
 CU0423
 CU0423.The horizontal coordinates were scaled from a topographic map and have
 CU0423.an estimated accuracy of +/- 6 seconds.
 CU0423
 CU0423.The orthometric height was determined by differential leveling
 CU0423.and adjusted by the National Geodetic Survey in June 1991..
 CU0423
 CU0423.The geoid height was determined by GEOID03.
 CU0423
 CU0423.The dynamic height is computed by dividing the NAVD 88
 CU0423.geopotential number by the normal gravity value computed on the
 CU0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0423.degrees latitude (g = 980.6199 gals.).
 CU0423
 CU0423.The modeled gravity was interpolated from observed gravity values.
 CU0423
 CU0423;                    North         East    Units  Estimated Accuracy
 CU0423;SPC TXNC     - 2,131,750.      402,650.      MT  (+/- 180 meters Scaled)
 CU0423
 CU0423                          SUPERSEDED SURVEY CONTROL
 CU0423
 CU0423  NGVD 29 (??/??/92)  638.987  (m)         2096.41   (f) ADJ UNCH    2 0
 CU0423
 CU0423.Superseded values are not recommended for survey control.
 CU0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0423.See file dsdata.txt to determine how the superseded data were derived.
 CU0423
 CU0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB494343(NAD 83)
 CU0423_MARKER: DB = BENCH MARK DISK
 CU0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0423_STAMPING: E 1179 1961
 CU0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0423+STABILITY: SURFACE MOTION
 CU0423
 CU0423  HISTORY     - Date     Condition        Report By
 CU0423  HISTORY     - 1961     MONUMENTED       CGS
 CU0423
 CU0423                          STATION DESCRIPTION
 CU0423
 CU0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0423'4.2 MI N FROM HOBBS.
 CU0423'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0423'HOBBS, THENCE 2.0 MILES NORTH ALONG FARM ROAD 611, THENCE 2.0 MILES
 CU0423'NORTH ALONG A GRADED DIRT ROAD, 0.1 MILE SOUTH OF A CURVE AND A WOODEN
 CU0423'BRIDGE, 45 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 74 FEET
 CU0423'NORTH OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING WEST, 48 1/2
 CU0423'FEET NORTH OF A POWER POLE, 2 FEET WEST OF A FENCE, 1.5 FEET SOUTHEAST
 CU0423'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE FARM ROAD, AND SET IN
 CU0423'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0350 ***********************************************************************
 CA0350  DESIGNATION -  E 118
 CA0350  PID         -  CA0350
 CA0350  STATE/COUNTY-  TX/MILLS
 CA0350  USGS QUAD   -  LAKE MERRITT (1979)
 CA0350
 CA0350                         *CURRENT SURVEY CONTROL
 CA0350  ___________________________________________________________________
 CA0350* NAD 83(1986)-  31 35 20.     (N)    098 32 37.     (W)     SCALED    
 CA0350* NAVD 88     -       536.233  (meters)    1759.29   (feet)  ADJUSTED  
 CA0350  ___________________________________________________________________
 CA0350  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CA0350  DYNAMIC HT  -         535.519 (meters)    1756.95  (feet)  COMP
 CA0350  MODELED GRAV-     979,292.3   (mgal)                       NAVD 88
 CA0350
 CA0350  VERT ORDER  -  SECOND    CLASS 0
 CA0350
 CA0350.The horizontal coordinates were scaled from a topographic map and have
 CA0350.an estimated accuracy of +/- 6 seconds.
 CA0350
 CA0350.The orthometric height was determined by differential leveling
 CA0350.and adjusted by the National Geodetic Survey in June 1991..
 CA0350
 CA0350.The geoid height was determined by GEOID03.
 CA0350
 CA0350.The dynamic height is computed by dividing the NAVD 88
 CA0350.geopotential number by the normal gravity value computed on the
 CA0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0350.degrees latitude (g = 980.6199 gals.).
 CA0350
 CA0350.The modeled gravity was interpolated from observed gravity values.
 CA0350
 CA0350;                    North         East    Units  Estimated Accuracy
 CA0350;SPC TX C     - 3,214,460.      869,850.      MT  (+/- 180 meters Scaled)
 CA0350
 CA0350                          SUPERSEDED SURVEY CONTROL
 CA0350
 CA0350  NGVD 29 (??/??/92)  536.120  (m)         1758.92   (f) ADJ UNCH    2 0
 CA0350
 CA0350.Superseded values are not recommended for survey control.
 CA0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0350.See file dsdata.txt to determine how the superseded data were derived.
 CA0350
 CA0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV433949(NAD 83)
 CA0350_MARKER: DB = BENCH MARK DISK
 CA0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0350_STAMPING: 1758.986 E 118 1933
 CA0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0350+STABILITY: SURFACE MOTION
 CA0350
 CA0350  HISTORY     - Date     Condition        Report By
 CA0350  HISTORY     - 1933     MONUMENTED       CGS
 CA0350  HISTORY     - 1976     GOOD             USGS
 CA0350  HISTORY     - 1983     GOOD             NGS
 CA0350
 CA0350                          STATION DESCRIPTION
 CA0350
 CA0350'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CA0350'5.4 MI S FROM PRIDDY.
 CA0350'5.4 MILES SOUTH ALONG STATE HIGHWAY 16 FROM PRIDDY TO A Y-RD. SOUTH
 CA0350'(THE OLD ROUTE OF HWY. 16) THEN SOUTH 0.6 MILES TO A Y-INT. AND THE
 CA0350'BENCH MARK.  THE BENCH MARK IS 29 FT. EAST OF THE CENTER LINE OF THE
 CA0350'NORTH/SOUTH ROAD, 4 FT. SOUTH OF AN EAST/WEST FENCE AND AT THE ROW
 CA0350'FENCE.  A STANDARD DISK SET IN A CONCRETE POST AND STAMPED 1758.986 E
 CA0350'118 1933.
 CA0350
 CA0350                          STATION RECOVERY (1983)
 CA0350
 CA0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0510 ***********************************************************************
 CU0510  DESIGNATION -  E 1180
 CU0510  PID         -  CU0510
 CU0510  STATE/COUNTY-  TX/SCURRY
 CU0510  USGS QUAD   -  IRA (1979)
 CU0510
 CU0510                         *CURRENT SURVEY CONTROL
 CU0510  ___________________________________________________________________
 CU0510* NAD 83(1986)-  32 35 03.     (N)    101 00 13.     (W)     SCALED    
 CU0510* NAVD 88     -       692.417  (meters)    2271.70   (feet)  ADJUSTED  
 CU0510  ___________________________________________________________________
 CU0510  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CU0510  DYNAMIC HT  -         691.498 (meters)    2268.69  (feet)  COMP
 CU0510  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 CU0510
 CU0510  VERT ORDER  -  SECOND    CLASS 0
 CU0510
 CU0510.The horizontal coordinates were scaled from a topographic map and have
 CU0510.an estimated accuracy of +/- 6 seconds.
 CU0510
 CU0510.The orthometric height was determined by differential leveling
 CU0510.and adjusted by the National Geodetic Survey in June 1991..
 CU0510
 CU0510.The geoid height was determined by GEOID03.
 CU0510
 CU0510.The dynamic height is computed by dividing the NAVD 88
 CU0510.geopotential number by the normal gravity value computed on the
 CU0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0510.degrees latitude (g = 980.6199 gals.).
 CU0510
 CU0510.The modeled gravity was interpolated from observed gravity values.
 CU0510
 CU0510;                    North         East    Units  Estimated Accuracy
 CU0510;SPC TXNC     - 2,104,540.      364,980.      MT  (+/- 180 meters Scaled)
 CU0510
 CU0510                          SUPERSEDED SURVEY CONTROL
 CU0510
 CU0510  NGVD 29 (??/??/92)  692.152  (m)         2270.84   (f) ADJ UNCH    2 0
 CU0510
 CU0510.Superseded values are not recommended for survey control.
 CU0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0510.See file dsdata.txt to determine how the superseded data were derived.
 CU0510
 CU0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB119069(NAD 83)
 CU0510_MARKER: DB = BENCH MARK DISK
 CU0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0510_STAMPING: E 1180 1961
 CU0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0510+STABILITY: SURFACE MOTION
 CU0510
 CU0510  HISTORY     - Date     Condition        Report By
 CU0510  HISTORY     - 1961     MONUMENTED       CGS
 CU0510
 CU0510                          STATION DESCRIPTION
 CU0510
 CU0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0510'IN IRA.
 CU0510'AT IRA, 243 FEET EAST-SOUTHEAST OF AND ACROSS STATE HIGHWAY 350 FROM
 CU0510'THE SOUTHEAST CORNER OF THE BAPTIST CHURCH, 57 FEET SOUTHEAST OF THE
 CU0510'CENTER OF THE JUNCTION OF THE HIGHWAY AND FARM ROAD 1609, 52 FEET EAST
 CU0510'OF THE CENTER LINE OF THE HIGHWAY, 122 FEET NORTH OF THE NORTHEAST
 CU0510'CORNER OF A BUILDING CONTAINING A SCALE, 107 FEET NORTH OF THE
 CU0510'NORTHEAST CORNER OF A CONCRETE FOUNDATION WHICH HOUSES THE SCALE, 17
 CU0510'FEET NORTHEAST OF A BRACED POWER POLE, 1.7 FEET NORTHWEST OF A METAL
 CU0510'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 CU0510'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0451 ***********************************************************************
 CU0451  DESIGNATION -  E 1181
 CU0451  PID         -  CU0451
 CU0451  STATE/COUNTY-  TX/SCURRY
 CU0451  USGS QUAD   -  SNYDER (1979)
 CU0451
 CU0451                         *CURRENT SURVEY CONTROL
 CU0451  ___________________________________________________________________
 CU0451* NAD 83(1986)-  32 43 41.     (N)    100 59 49.     (W)     SCALED    
 CU0451* NAVD 88     -       739.635  (meters)    2426.62   (feet)  ADJUSTED  
 CU0451  ___________________________________________________________________
 CU0451  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CU0451  DYNAMIC HT  -         738.662 (meters)    2423.43  (feet)  COMP
 CU0451  MODELED GRAV-     979,298.8   (mgal)                       NAVD 88
 CU0451
 CU0451  VERT ORDER  -  SECOND    CLASS 0
 CU0451
 CU0451.The horizontal coordinates were scaled from a topographic map and have
 CU0451.an estimated accuracy of +/- 6 seconds.
 CU0451
 CU0451.The orthometric height was determined by differential leveling
 CU0451.and adjusted by the National Geodetic Survey in June 1991..
 CU0451
 CU0451.The geoid height was determined by GEOID03.
 CU0451
 CU0451.The dynamic height is computed by dividing the NAVD 88
 CU0451.geopotential number by the normal gravity value computed on the
 CU0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0451.degrees latitude (g = 980.6199 gals.).
 CU0451
 CU0451.The modeled gravity was interpolated from observed gravity values.
 CU0451
 CU0451;                    North         East    Units  Estimated Accuracy
 CU0451;SPC TXNC     - 2,120,480.      365,990.      MT  (+/- 180 meters Scaled)
 CU0451
 CU0451                          SUPERSEDED SURVEY CONTROL
 CU0451
 CU0451  NGVD 29 (??/??/92)  739.335  (m)         2425.63   (f) ADJ UNCH    2 0
 CU0451
 CU0451.Superseded values are not recommended for survey control.
 CU0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0451.See file dsdata.txt to determine how the superseded data were derived.
 CU0451
 CU0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB128229(NAD 83)
 CU0451_MARKER: DB = BENCH MARK DISK
 CU0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0451_STAMPING: E 1181 1961
 CU0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0451+STABILITY: SURFACE MOTION
 CU0451
 CU0451  HISTORY     - Date     Condition        Report By
 CU0451  HISTORY     - 1961     MONUMENTED       CGS
 CU0451
 CU0451                          STATION DESCRIPTION
 CU0451
 CU0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0451'5.9 MI W FROM SNYDER.
 CU0451'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0451'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0451'4.8 MILES WEST ALONG U. S. HIGHWAY 180, SOUTH OF AND ACROSS THE
 CU0451'HIGHWAY FROM THE UNION METHODIST CHURCH, 200 FEET SOUTHEAST OF THE
 CU0451'CENTER OF THE INTERSECTION OF THE HIGHWAY AND FARM ROAD 1609, 66 FEET
 CU0451'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 192 FEET EAST OF THE CENTER
 CU0451'LINE OF THE FARM ROAD, 10 1/2 FEET SOUTHWEST OF A POWER POLE, 9 1/2
 CU0451'FEET SOUTHWEST OF A CONCRETE HIGHWAY MARK NUMBERED 548+85, 1.5 FEET
 CU0451'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 CU0451'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 CU0451'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4505 ***********************************************************************
 AW4505  DESIGNATION -  E 1182
 AW4505  PID         -  AW4505
 AW4505  STATE/COUNTY-  TX/HARRIS
 AW4505  USGS QUAD   -  ADDICKS (1995)
 AW4505
 AW4505                         *CURRENT SURVEY CONTROL
 AW4505  ___________________________________________________________________
 AW4505* NAD 83(1986)-  29 49 23.     (N)    095 40 53.     (W)     SCALED    
 AW4505* NAVD 88     -        35.09   (+/-2cm)     115.1    (feet)  VERTCON   
 AW4505  ___________________________________________________________________
 AW4505  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW4505
 AW4505  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4505
 AW4505.The horizontal coordinates were scaled from a topographic map and have
 AW4505.an estimated accuracy of +/- 6 seconds.
 AW4505
 AW4505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4505.The vertical order pertains to the NGVD 29 superseded value.
 AW4505
 AW4505.The geoid height was determined by GEOID03.
 AW4505
 AW4505;                    North         East    Units  Estimated Accuracy
 AW4505;SPC TXSC     - 4,225,070.      920,690.      MT  (+/- 180 meters Scaled)
 AW4505
 AW4505                          SUPERSEDED SURVEY CONTROL
 AW4505
 AW4505  NGVD 29 (??/??/92)   35.080  (m)          115.09   (f) ADJ UNCH    1 2
 AW4505
 AW4505.Superseded values are not recommended for survey control.
 AW4505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4505.See file dsdata.txt to determine how the superseded data were derived.
 AW4505
 AW4505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP408021(NAD 83)
 AW4505_MARKER: DB = BENCH MARK DISK
 AW4505_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4505_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4505_STAMPING: E 1182 1963
 AW4505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4505
 AW4505  HISTORY     - Date     Condition        Report By
 AW4505  HISTORY     - 1963     MONUMENTED       CGS
 AW4505  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4505  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW4505  HISTORY     - 20040714 MARK NOT FOUND   USPSQD
 AW4505
 AW4505                          STATION DESCRIPTION
 AW4505
 AW4505'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW4505'5.4 MI NW FROM ADDICKS.
 AW4505'ABOUT 0.3 MILE NORTH ALONG A PAVED ROAD FROM THE SCHOOL AT ADDICKS,
 AW4505'THENCE 0.15 MILES WEST ALONG U.S. HIGHWAY 90, THENCE 2.15 MILES NORTH
 AW4505'ALONG FARM ROAD 1960, THENCE 1.75 MILES WEST ALONG GROSCHKE ROAD,
 AW4505'THENCE 0.1 MILE WEST ALONG AN ACCESS ROAD FOR MEMORIAL SKYLAND
 AW4505'AIRPORT, THENCE 0.5 MILE NORTHWEST ALONG A RUNWAY, THENCE 0.45 MILE
 AW4505'WEST ALONG A FENCE, AT THE NORTHWEST CORNER OF THE AIRPORT PROPERTY,
 AW4505'19 FEET NORTH OF THE CENTER OF A WIRE GATE IN A NORTH-SOUTH FENCE, 4.3
 AW4505'FEET SOUTHEAST OF A FENCE CORNER, 3.9 FEET EAST OF A NORTH-SOUTH
 AW4505'FENCE, 1.7 FEET SOUTH OF AN EAST-WEST FENCE, 0.3 FOOT SOUTH OF A METAL
 AW4505'WITNESS POST, A DISK ON THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 4
 AW4505'INCHES.
 AW4505
 AW4505                          STATION RECOVERY (1973)
 AW4505
 AW4505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4505'MARK NOT FOUND.
 AW4505
 AW4505                          STATION RECOVERY (1995)
 AW4505
 AW4505'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4505'MARK NOT FOUND.
 AW4505
 AW4505                          STATION RECOVERY (2004)
 AW4505
 AW4505'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3824 ***********************************************************************
 AW3824  DESIGNATION -  E 1185
 AW3824  PID         -  AW3824
 AW3824  STATE/COUNTY-  TX/HARRIS
 AW3824  USGS QUAD   -  PASADENA (1995)
 AW3824
 AW3824                         *CURRENT SURVEY CONTROL
 AW3824  ___________________________________________________________________
 AW3824* NAD 83(1986)-  29 44 47.     (N)    095 14 25.     (W)     SCALED    
 AW3824* NAVD 88     -         9.42   (+/-2cm)      30.9    (feet)  VERTCON   
 AW3824  ___________________________________________________________________
 AW3824  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3824
 AW3824  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3824
 AW3824.The horizontal coordinates were scaled from a topographic map and have
 AW3824.an estimated accuracy of +/- 6 seconds.
 AW3824
 AW3824.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3824.The vertical order pertains to the NGVD 29 superseded value.
 AW3824
 AW3824.The geoid height was determined by GEOID03.
 AW3824
 AW3824;                    North         East    Units  Estimated Accuracy
 AW3824;SPC TXSC     - 4,217,860.      963,580.      MT  (+/- 180 meters Scaled)
 AW3824
 AW3824                          SUPERSEDED SURVEY CONTROL
 AW3824
 AW3824  NGVD 29 (??/??/92)    9.416  (m)           30.89   (f) ADJ UNCH    1 2
 AW3824
 AW3824.Superseded values are not recommended for survey control.
 AW3824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3824.See file dsdata.txt to determine how the superseded data were derived.
 AW3824
 AW3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN833927(NAD 83)
 AW3824_MARKER: DB = BENCH MARK DISK
 AW3824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3824_STAMPING: E 1185 1964
 AW3824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3824+STABILITY: SURFACE MOTION
 AW3824
 AW3824  HISTORY     - Date     Condition        Report By
 AW3824  HISTORY     - 1964     MONUMENTED       CGS
 AW3824  HISTORY     - 19940712 GOOD             USPSQD
 AW3824
 AW3824                          STATION DESCRIPTION
 AW3824
 AW3824'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3824'0.1 MI N FROM GALENA PARK.
 AW3824'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE MC ARTHUR SCHOOL AT
 AW3824'GALENA PARK, 108 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF THE
 AW3824'PORT TERMINAL RAILROAD, 51 1/2 FEET WEST OF THE CENTER LINE OF THE
 AW3824'STREET, 89 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, NEAR A
 AW3824'DOUBLE ROW OF POWER POLES, 6 1/2 FEET SOUTH OF A POWER POLE, 6 1/2
 AW3824'FEET NORTHEAST OF A POWER POLE, 1.0 FOOT WEST OF A METAL WITNESS POST,
 AW3824'ABOUT 1 1/2 FEET BELOW THE LEVEL OF MAIN STREET, AND SET IN THE TOP OF
 AW3824'A CONCRETE POST PROJECTING 1 INCH.
 AW3824
 AW3824                          STATION RECOVERY (1994)
 AW3824
 AW3824'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0615 ***********************************************************************
 AW0615  DESIGNATION -  E 1186
 AW0615  PID         -  AW0615
 AW0615  STATE/COUNTY-  TX/GALVESTON
 AW0615  USGS QUAD   -  
 AW0615
 AW0615                         *CURRENT SURVEY CONTROL
 AW0615  ___________________________________________________________________
 AW0615* NAD 83(1986)-  29 14 45.     (N)    094 52 27.     (W)     SCALED    
 AW0615* NAVD 88     -         1.66   (+/-2cm)       5.4    (feet)  VERTCON   
 AW0615  ___________________________________________________________________
 AW0615  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW0615
 AW0615  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0615
 AW0615.The horizontal coordinates were scaled from a topographic map and have
 AW0615.an estimated accuracy of +/- 6 seconds.
 AW0615
 AW0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0615.The vertical order pertains to the NGVD 29 superseded value.
 AW0615
 AW0615.The geoid height was determined by GEOID03.
 AW0615
 AW0615;                    North         East    Units  Estimated Accuracy
 AW0615;SPC TXSC     - 4,163,620.    1,000,920.      MT  (+/- 180 meters Scaled)
 AW0615
 AW0615                          SUPERSEDED SURVEY CONTROL
 AW0615
 AW0615  NGVD 29 (??/??/92)    1.652  (m)            5.42   (f) ADJ UNCH    1 1
 AW0615
 AW0615.Superseded values are not recommended for survey control.
 AW0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0615.See file dsdata.txt to determine how the superseded data were derived.
 AW0615
 AW0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN178366(NAD 83)
 AW0615_MARKER: DB = BENCH MARK DISK
 AW0615_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0615_SP_SET: 34 FT.
 AW0615_STAMPING: E 1186 1956
 AW0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0615
 AW0615  HISTORY     - Date     Condition        Report By
 AW0615  HISTORY     - 1956     MONUMENTED       CGS
 AW0615  HISTORY     - 1964     GOOD             NGS
 AW0615  HISTORY     - 1971     GOOD             NGS
 AW0615  HISTORY     - 1978     GOOD             NGS
 AW0615  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0615  HISTORY     - 1987     GOOD             USPSQD
 AW0615  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0615  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0615  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0615  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0615  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0615  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0615  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0615  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 AW0615  HISTORY     - 20041122 MARK NOT FOUND   USPSQD
 AW0615
 AW0615                          STATION DESCRIPTION
 AW0615
 AW0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0615'6.75 MI SW FROM GALVESTON.
 AW0615'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0615'CENTER AT GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE
 AW0615'0.4 MILE NORTHWEST ALONG A PAVED ROAD, AT THE INTERSECTION OF THE
 AW0615'STEWART ROAD, 55 FEET NORTHWEST OF THE CENTER LINE OF THE PAVED ROAD,
 AW0615'72 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF STEWART ROAD, 3 FEET
 AW0615'NORTHWEST OF A POWER POLE BRACED BY A GUY WIRE, 2 FEET SOUTHWEST OF A
 AW0615'FENCE, 1.5 FEET NORTHEAST OF A WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 AW0615'ABOVE THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AW0615'COATED ROD THAT IS DRIVEN TO A DEPTH OF 34 FEET AND IS ENCASED IN A
 AW0615'4-INCH IRON PIPE THAT PROJECTS 4 INCHES.
 AW0615
 AW0615                          STATION RECOVERY (1971)
 AW0615
 AW0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0615'RECOVERED IN GOOD CONDITION.
 AW0615
 AW0615                          STATION RECOVERY (1978)
 AW0615
 AW0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0615'RECOVERED IN GOOD CONDITION.
 AW0615
 AW0615                          STATION RECOVERY (1987)
 AW0615
 AW0615'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0615'MARK NOT FOUND.
 AW0615
 AW0615                          STATION RECOVERY (1987)
 AW0615
 AW0615'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0615'RECOVERED IN GOOD CONDITION.
 AW0615
 AW0615                          STATION RECOVERY (1987)
 AW0615
 AW0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0615'MARK NOT FOUND.
 AW0615
 AW0615                          STATION RECOVERY (1988)
 AW0615
 AW0615'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0615'MARK NOT FOUND.
 AW0615
 AW0615                          STATION RECOVERY (1988)
 AW0615
 AW0615'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0615'MARK NOT FOUND.
 AW0615
 AW0615                          STATION RECOVERY (1988)
 AW0615
 AW0615'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0615'MARK NOT FOUND.
 AW0615
 AW0615                          STATION RECOVERY (1988)
 AW0615
 AW0615'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0615'MARK NOT FOUND.
 AW0615
 AW0615                          STATION RECOVERY (1988)
 AW0615
 AW0615'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0615'MARK NOT FOUND.
 AW0615
 AW0615                          STATION RECOVERY (1988)
 AW0615
 AW0615'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0615'MARK NOT FOUND.
 AW0615
 AW0615                          STATION RECOVERY (1994)
 AW0615
 AW0615'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0615'MARK NOT FOUND.
 AW0615
 AW0615                          STATION RECOVERY (2004)
 AW0615
 AW0615'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2694 ***********************************************************************
 AW2694  DESIGNATION -  E 1187
 AW2694  PID         -  AW2694
 AW2694  STATE/COUNTY-  TX/GALVESTON
 AW2694  USGS QUAD   -  PORT BOLIVAR (1994)
 AW2694
 AW2694                         *CURRENT SURVEY CONTROL
 AW2694  ___________________________________________________________________
 AW2694* NAD 83(1986)-  29 23 00.     (N)    094 51 58.     (W)     SCALED    
 AW2694* NAVD 88     -         1.72   (+/-2cm)       5.6    (feet)  VERTCON   
 AW2694  ___________________________________________________________________
 AW2694  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW2694
 AW2694  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2694
 AW2694.The horizontal coordinates were scaled from a topographic map and have
 AW2694.an estimated accuracy of +/- 6 seconds.
 AW2694
 AW2694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2694.The vertical order pertains to the NGVD 29 superseded value.
 AW2694
 AW2694.The geoid height was determined by GEOID03.
 AW2694
 AW2694;                    North         East    Units  Estimated Accuracy
 AW2694;SPC TXSC     - 4,178,870.    1,001,170.      MT  (+/- 180 meters Scaled)
 AW2694
 AW2694                          SUPERSEDED SURVEY CONTROL
 AW2694
 AW2694  NGVD 29 (??/??/92)    1.719  (m)            5.64   (f) ADJ UNCH    1 2
 AW2694
 AW2694.Superseded values are not recommended for survey control.
 AW2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2694.See file dsdata.txt to determine how the superseded data were derived.
 AW2694
 AW2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN188519(NAD 83)
 AW2694_MARKER: DB = BENCH MARK DISK
 AW2694_SETTING: 80 = SET IN A BOULDER
 AW2694_SP_SET: BOULDER
 AW2694_STAMPING: E 1187 1964
 AW2694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2694+STABILITY: SURFACE MOTION
 AW2694
 AW2694  HISTORY     - Date     Condition        Report By
 AW2694  HISTORY     - 1964     MONUMENTED       CGS
 AW2694  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2694  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2694  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2694
 AW2694                          STATION DESCRIPTION
 AW2694
 AW2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW2694'2.6 MI NE FROM TEXAS CITY.
 AW2694'ABOUT 0.3 MILE NORTH ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS
 AW2694'CITY, THENCE 0.5 MILE EAST ALONG 8TH AVENUE NORTH, THENCE 1.8 MILES
 AW2694'EAST ALONG THE TEXAS CITY DIKE, ABOUT MIDWAY BETWEEN 2 POWER POLES
 AW2694'NUMBER 23 AND 24, SET IN THE TOP OF A 4 X 4 FOOT GRANITE BOULDER ON
 AW2694'THE SOUTH EDGE OF THE DIKE, 32 FEET SOUTH OF THE CENTER LINE OF THE
 AW2694'DIKE, ABOUT LEVEL WITH THE ROAD, AND PROJECTING 1 FOOT ABOVE THE
 AW2694'GROUND.
 AW2694
 AW2694                          STATION RECOVERY (1973)
 AW2694
 AW2694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2694'MARK NOT FOUND.
 AW2694
 AW2694                          STATION RECOVERY (1987)
 AW2694
 AW2694'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW2694'MARK NOT FOUND.
 AW2694
 AW2694                          STATION RECOVERY (1987)
 AW2694
 AW2694'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLA)
 AW2694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1255 ***********************************************************************
 AW1255  DESIGNATION -  E 1188
 AW1255  PID         -  AW1255
 AW1255  STATE/COUNTY-  TX/HARRIS
 AW1255  USGS QUAD   -  PASADENA (1995)
 AW1255
 AW1255                         *CURRENT SURVEY CONTROL
 AW1255  ___________________________________________________________________
 AW1255* NAD 83(1986)-  29 39 53.     (N)    095 11 54.     (W)     SCALED    
 AW1255* NAVD 88     -         9.858  (meters)      32.34   (feet)  ADJUSTED  
 AW1255  ___________________________________________________________________
 AW1255  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1255  DYNAMIC HT  -           9.845 (meters)      32.30  (feet)  COMP
 AW1255  MODELED GRAV-     979,279.3   (mgal)                       NAVD 88
 AW1255
 AW1255  VERT ORDER  -  FIRST     CLASS II
 AW1255
 AW1255.The horizontal coordinates were scaled from a topographic map and have
 AW1255.an estimated accuracy of +/- 6 seconds.
 AW1255
 AW1255.The orthometric height was determined by differential leveling
 AW1255.and adjusted by the National Geodetic Survey in June 1991..
 AW1255
 AW1255.The geoid height was determined by GEOID03.
 AW1255
 AW1255.The dynamic height is computed by dividing the NAVD 88
 AW1255.geopotential number by the normal gravity value computed on the
 AW1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1255.degrees latitude (g = 980.6199 gals.).
 AW1255
 AW1255.The modeled gravity was interpolated from observed gravity values.
 AW1255
 AW1255;                    North         East    Units  Estimated Accuracy
 AW1255;SPC TXSC     - 4,208,950.      967,930.      MT  (+/- 180 meters Scaled)
 AW1255
 AW1255                          SUPERSEDED SURVEY CONTROL
 AW1255
 AW1255  NGVD 29 (12/23/87)    9.855  (m)           32.33   (f) ADJUSTED    1 2
 AW1255
 AW1255.Superseded values are not recommended for survey control.
 AW1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1255.See file dsdata.txt to determine how the superseded data were derived.
 AW1255
 AW1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN872836(NAD 83)
 AW1255_MARKER: DB = BENCH MARK DISK
 AW1255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1255_SP_SET: WALKWAY OF BRIDGE OVER ABUTMEN
 AW1255_STAMPING: E 1188 1964
 AW1255_MARK LOGO: CGS   
 AW1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1255+STABILITY: SURFACE MOTION
 AW1255
 AW1255  HISTORY     - Date     Condition        Report By
 AW1255  HISTORY     - 1964     MONUMENTED       CGS
 AW1255  HISTORY     - 1978     GOOD             DOD
 AW1255  HISTORY     - 1978     GOOD             NGS
 AW1255  HISTORY     - 1980     GOOD             NGS
 AW1255  HISTORY     - 1980     GOOD             NGS
 AW1255  HISTORY     - 1986     GOOD             NGS
 AW1255  HISTORY     - 1987     GOOD             USPSQD
 AW1255  HISTORY     - 1987     GOOD             USPSQD
 AW1255  HISTORY     - 1987     GOOD             USPSQD
 AW1255  HISTORY     - 1988     GOOD             USPSQD
 AW1255  HISTORY     - 1988     GOOD             USPSQD
 AW1255  HISTORY     - 1988     GOOD             USPSQD
 AW1255  HISTORY     - 1988     GOOD             USPSQD
 AW1255  HISTORY     - 1988     GOOD             USPSQD
 AW1255  HISTORY     - 1988     GOOD             USPSQD
 AW1255  HISTORY     - 1988     GOOD             USPSQD
 AW1255  HISTORY     - 1989     GOOD             USPSQD
 AW1255  HISTORY     - 1989     GOOD             USPSQD
 AW1255  HISTORY     - 1989     GOOD             USPSQD
 AW1255  HISTORY     - 1989     GOOD             USPSQD
 AW1255  HISTORY     - 1989     GOOD             USPSQD
 AW1255  HISTORY     - 1989     GOOD             USPSQD
 AW1255  HISTORY     - 1989     GOOD             USPSQD
 AW1255  HISTORY     - 1990     GOOD             USPSQD
 AW1255  HISTORY     - 19910202 GOOD             USPSQD
 AW1255  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1255  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1255  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1255  HISTORY     - 20030210 POOR             USPSQD
 AW1255  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1255
 AW1255                          STATION DESCRIPTION
 AW1255
 AW1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW1255'2.25 MI E FROM DUMONT (S. HOUSTON).
 AW1255'ABOUT 2.25 MILES EAST ALONG THE SPENCER HIGHWAY FROM THE GALVESTON,
 AW1255'HOUSTON AND HENDERSON RAILROAD STATION AT DUMONT OR SOUTH HOUSTON, 28
 AW1255'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AW1255'EAST END OF THE SOUTH CONCRETE WALKWAY OF A NEW CONCRETE BRIDGE OVER
 AW1255'VINCE BAYOU, AND 8 INCHES NORTH OF THE SOUTH GUARDRAIL OF THE BRIDGE.
 AW1255
 AW1255                          STATION RECOVERY (1978)
 AW1255
 AW1255'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1978)
 AW1255
 AW1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1980)
 AW1255
 AW1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1980)
 AW1255
 AW1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1986)
 AW1255
 AW1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1987)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1987)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1987)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1988)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1988)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1988)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1988)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1988)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1988)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1988)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1989)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1989)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1989)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1989)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1989)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1989)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1989)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1990)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1991)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1255'RECOVERED IN GOOD CONDITION.
 AW1255
 AW1255                          STATION RECOVERY (1998)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1255'MARK NOT FOUND.
 AW1255
 AW1255                          STATION RECOVERY (2000)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1255'MARK NOT FOUND.
 AW1255
 AW1255                          STATION RECOVERY (2001)
 AW1255
 AW1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1255'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1255
 AW1255                          STATION RECOVERY (2003)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1255'FOUNDATION FOUND BUT DISK IS MISSING.
 AW1255
 AW1255                          STATION RECOVERY (2004)
 AW1255
 AW1255'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3789 ***********************************************************************
 AW3789  DESIGNATION -  E 1189
 AW3789  PID         -  AW3789
 AW3789  STATE/COUNTY-  TX/HARRIS
 AW3789  USGS QUAD   -  LA PORTE (1982)
 AW3789
 AW3789                         *CURRENT SURVEY CONTROL
 AW3789  ___________________________________________________________________
 AW3789* NAD 83(1986)-  29 43 28.     (N)    095 06 46.     (W)     SCALED    
 AW3789* NAVD 88     -         4.12   (+/-2cm)      13.5    (feet)  VERTCON   
 AW3789  ___________________________________________________________________
 AW3789  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3789  OBS GRAVITY -     979,286.6   (mgal)                       GRAV_OBS
 AW3789
 AW3789  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3789
 AW3789.The horizontal coordinates were scaled from a topographic map and have
 AW3789.an estimated accuracy of +/- 6 seconds.
 AW3789
 AW3789.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3789.The vertical order pertains to the NGVD 29 superseded value.
 AW3789
 AW3789.The geoid height was determined by GEOID03.
 AW3789.The observed gravity was obtained from relative gravimeter ties
 AW3789.to the IGSN71 gravity network.
 AW3789
 AW3789;                    North         East    Units  Estimated Accuracy
 AW3789;SPC TXSC     - 4,215,840.      975,980.      MT  (+/- 180 meters Scaled)
 AW3789
 AW3789                          SUPERSEDED SURVEY CONTROL
 AW3789
 AW3789  NGVD 29 (??/??/92)    4.114  (m)           13.50   (f) ADJ UNCH    1 2
 AW3789
 AW3789.Superseded values are not recommended for survey control.
 AW3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3789.See file dsdata.txt to determine how the superseded data were derived.
 AW3789
 AW3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN956901(NAD 83)
 AW3789_MARKER: DB = BENCH MARK DISK
 AW3789_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3789_SP_SET: 48 FT.
 AW3789_STAMPING: E 1189 1964
 AW3789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3789
 AW3789  HISTORY     - Date     Condition        Report By
 AW3789  HISTORY     - 1964     MONUMENTED       CGS
 AW3789  HISTORY     - 1973     GOOD             NGS
 AW3789  HISTORY     - 1978     GOOD             DOD
 AW3789  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 1992     MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW3789  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW3789
 AW3789                          STATION DESCRIPTION
 AW3789
 AW3789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3789'2.5 MI NE FROM DEER PARK.
 AW3789'ABOUT 0.85 MILE NORTH ALONG CENTER ST. FROM THE CITY HALL AT DEER
 AW3789'PARK, THENCE 0.65 MILE EAST ALONG STATE HIGHWAY 225, THENCE 1 MILE
 AW3789'NORTH ALONG A PAVED ROAD TO THE MAIN ENTRANCE OF THE DIAMOND SHAMROCK
 AW3789'CHEMICAL CO., 97 FEET EAST OF THE CENTER LINE OF THE ROAD, 56 FEET
 AW3789'SOUTHEAST OF THE CENTER LINE OF A CURVE IN A PAVED ROAD, 21 FEET
 AW3789'SOUTHWEST OF THE CENTER LINE OF A SHELL DRIVE AND A STEEL GATE AT THE
 AW3789'ENTRANCE TO THE COMPANY GOLF COURSE, 12.2 FEET SOUTHWEST OF A PIPE
 AW3789'GATE POST, 1 FOOT SOUTHEAST OF A FENCE, 0.8 FOOT NORTH OF A METAL
 AW3789'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND IS A DISK
 AW3789'ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A
 AW3789'6-INCH CONCRETE PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A
 AW3789'DEPTH OF 48 FEET.
 AW3789
 AW3789                          STATION RECOVERY (1978)
 AW3789
 AW3789'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW3789'RECOVERED IN GOOD CONDITION.
 AW3789
 AW3789                          STATION RECOVERY (1987)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (1987)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (1988)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (1988)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (1988)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (1989)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (1989)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (1989)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (1990)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (1990)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (1992)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 1992 (RP)
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (1997)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (1997)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (2004)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3789'MARK NOT FOUND.
 AW3789
 AW3789                          STATION RECOVERY (2005)
 AW3789
 AW3789'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0031 ***********************************************************************
 BN0031  DESIGNATION -  E 119
 BN0031  PID         -  BN0031
 BN0031  STATE/COUNTY-  TX/BURNET
 BN0031  USGS QUAD   -  LONGHORN CAVERN (1979)
 BN0031
 BN0031                         *CURRENT SURVEY CONTROL
 BN0031  ___________________________________________________________________
 BN0031* NAD 83(1986)-  30 39 15.     (N)    098 15 25.     (W)     SCALED    
 BN0031* NAVD 88     -       343.533  (meters)    1127.07   (feet)  ADJUSTED  
 BN0031  ___________________________________________________________________
 BN0031  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 BN0031  DYNAMIC HT  -         343.072 (meters)    1125.56  (feet)  COMP
 BN0031  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 BN0031
 BN0031  VERT ORDER  -  SECOND    CLASS 0
 BN0031
 BN0031.The horizontal coordinates were scaled from a topographic map and have
 BN0031.an estimated accuracy of +/- 6 seconds.
 BN0031
 BN0031.The orthometric height was determined by differential leveling
 BN0031.and adjusted by the National Geodetic Survey in June 1991..
 BN0031
 BN0031.The geoid height was determined by GEOID03.
 BN0031
 BN0031.The dynamic height is computed by dividing the NAVD 88
 BN0031.geopotential number by the normal gravity value computed on the
 BN0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0031.degrees latitude (g = 980.6199 gals.).
 BN0031
 BN0031.The modeled gravity was interpolated from observed gravity values.
 BN0031
 BN0031;                    North         East    Units  Estimated Accuracy
 BN0031;SPC TX C     - 3,111,330.      898,990.      MT  (+/- 180 meters Scaled)
 BN0031
 BN0031                          SUPERSEDED SURVEY CONTROL
 BN0031
 BN0031  NGVD 29 (??/??/92)  343.460  (m)         1126.84   (f) ADJ UNCH    2 0
 BN0031
 BN0031.Superseded values are not recommended for survey control.
 BN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0031.See file dsdata.txt to determine how the superseded data were derived.
 BN0031
 BN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU711915(NAD 83)
 BN0031_MARKER: DB = BENCH MARK DISK
 BN0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0031_STAMPING: E 119 1933
 BN0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0031+STABILITY: SURFACE MOTION
 BN0031
 BN0031  HISTORY     - Date     Condition        Report By
 BN0031  HISTORY     - 1933     MONUMENTED       CGS
 BN0031  HISTORY     - 1966     GOOD             USGS
 BN0031  HISTORY     - 20051022 MARK NOT FOUND   USPSQD
 BN0031
 BN0031                          STATION DESCRIPTION
 BN0031
 BN0031'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 BN0031'10.0 MI NW FROM MARBLE FALLS.
 BN0031'MARBLE FALLS POST OFFICE.  GO 1 BLOCK SE TO US HWY 281.  THENCE NORTH
 BN0031'ON US 281 4.8 MI. TO F. M. ROAD 1855.  THENCE WEST 4.8 MI. TO T-ROAD
 BN0031'SE.  THENCE SE 0.4 MI. TO RAILROAD CROSSING.  B. M. IS 50 FT. NORTH OF
 BN0031'CATTLEGUARD ON EAST SIDE OF ROAD.  AT A FENCE CORNER.  A STANDARD
 BN0031'TABLET STAMPED G 119 1933 AND SET IN TOP OF A CONCRETE POST.
 BN0031
 BN0031                          STATION RECOVERY (2005)
 BN0031
 BN0031'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 BN0031'THIS DATASHEET DOES NOT CONTAIN A DESCRIPTION FOR E119.  DESCRIPTION
 BN0031'GIVEN IS FOR G119.   THE SCALED COORDINATES WERE NOT SUFFICIENT TO
 BN0031'RECOVER THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0418 ***********************************************************************
 CB0418  DESIGNATION -  E 1190
 CB0418  PID         -  CB0418
 CB0418  STATE/COUNTY-  TX/UPTON
 CB0418  USGS QUAD   -  SEVENMILE CORNER (1970)
 CB0418
 CB0418                         *CURRENT SURVEY CONTROL
 CB0418  ___________________________________________________________________
 CB0418* NAD 83(1986)-  31 15 56.     (N)    101 56 37.     (W)     SCALED    
 CB0418* NAVD 88     -       801.378  (meters)    2629.19   (feet)  ADJUSTED  
 CB0418  ___________________________________________________________________
 CB0418  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CB0418  DYNAMIC HT  -         800.211 (meters)    2625.36  (feet)  COMP
 CB0418  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 CB0418
 CB0418  VERT ORDER  -  SECOND    CLASS 0
 CB0418
 CB0418.The horizontal coordinates were scaled from a topographic map and have
 CB0418.an estimated accuracy of +/- 6 seconds.
 CB0418
 CB0418.The orthometric height was determined by differential leveling
 CB0418.and adjusted by the National Geodetic Survey in June 1991..
 CB0418
 CB0418.The geoid height was determined by GEOID03.
 CB0418
 CB0418.The dynamic height is computed by dividing the NAVD 88
 CB0418.geopotential number by the normal gravity value computed on the
 CB0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0418.degrees latitude (g = 980.6199 gals.).
 CB0418
 CB0418.The modeled gravity was interpolated from observed gravity values.
 CB0418
 CB0418;                    North         East    Units  Estimated Accuracy
 CB0418;SPC TX C     - 3,178,360.      546,660.      MT  (+/- 180 meters Scaled)
 CB0418
 CB0418                          SUPERSEDED SURVEY CONTROL
 CB0418
 CB0418  NGVD 29 (??/??/92)  801.062  (m)         2628.15   (f) ADJ UNCH    2 0
 CB0418
 CB0418.Superseded values are not recommended for survey control.
 CB0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0418.See file dsdata.txt to determine how the superseded data were derived.
 CB0418
 CB0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV197627(NAD 83)
 CB0418_MARKER: DB = BENCH MARK DISK
 CB0418_SETTING: 66 = SET IN ROCK OUTCROP
 CB0418_SP_SET: ROCK OUTCROP
 CB0418_STAMPING: E 1190 1967
 CB0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0418+STABILITY: POSITION/ELEVATION WELL
 CB0418
 CB0418  HISTORY     - Date     Condition        Report By
 CB0418  HISTORY     - 1967     MONUMENTED       CGS
 CB0418
 CB0418                          STATION DESCRIPTION
 CB0418
 CB0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0418'3.05 MI N FROM RANKIN.
 CB0418'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0418'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, NEAR THE CENTER
 CB0418'OF A ROCK CUT FOR THE HIGHWAY, 132 1/2 FEET EAST OF THE CENTER LINE OF
 CB0418'THE HIGHWAY, SET IN THE TOP AND 1.3 FEET NORTH OF THE SOUTH EDGE OF A
 CB0418'ROCK OUTCROP ABOUT LEVEL WITH THE GROUND ON THE NORTH SIDE, 90 YARDS
 CB0418'NORTH OF THE EXTENDED CENTER LINE OF A ROAD WHICH LEADS WEST, 51 FEET
 CB0418'EAST OF A FENCE, 53 1/2 FEET EAST OF A TELEPHONE POLE BEARING A
 CB0418'WITNESS SHIELD, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0498 ***********************************************************************
 CB0498  DESIGNATION -  E 1191
 CB0498  PID         -  CB0498
 CB0498  STATE/COUNTY-  TX/UPTON
 CB0498  USGS QUAD   -  MIDKIFF SW (1968)
 CB0498
 CB0498                         *CURRENT SURVEY CONTROL
 CB0498  ___________________________________________________________________
 CB0498* NAD 83(1986)-  31 37 26.     (N)    101 58 50.     (W)     SCALED    
 CB0498* NAVD 88     -       852.810  (meters)    2797.93   (feet)  ADJUSTED  
 CB0498  ___________________________________________________________________
 CB0498  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CB0498  DYNAMIC HT  -         851.590 (meters)    2793.92  (feet)  COMP
 CB0498  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 CB0498
 CB0498  VERT ORDER  -  SECOND    CLASS 0
 CB0498
 CB0498.The horizontal coordinates were scaled from a topographic map and have
 CB0498.an estimated accuracy of +/- 6 seconds.
 CB0498
 CB0498.The orthometric height was determined by differential leveling
 CB0498.and adjusted by the National Geodetic Survey in June 1991..
 CB0498
 CB0498.The geoid height was determined by GEOID03.
 CB0498
 CB0498.The dynamic height is computed by dividing the NAVD 88
 CB0498.geopotential number by the normal gravity value computed on the
 CB0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0498.degrees latitude (g = 980.6199 gals.).
 CB0498
 CB0498.The modeled gravity was interpolated from observed gravity values.
 CB0498
 CB0498;                    North         East    Units  Estimated Accuracy
 CB0498;SPC TX C     - 3,218,130.      543,730.      MT  (+/- 180 meters Scaled)
 CB0498
 CB0498                          SUPERSEDED SURVEY CONTROL
 CB0498
 CB0498  NGVD 29 (??/??/92)  852.460  (m)         2796.78   (f) ADJ UNCH    2 0
 CB0498
 CB0498.Superseded values are not recommended for survey control.
 CB0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0498.See file dsdata.txt to determine how the superseded data were derived.
 CB0498
 CB0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA172026(NAD 83)
 CB0498_MARKER: DB = BENCH MARK DISK
 CB0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0498_STAMPING: E 1191 1967
 CB0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0498+STABILITY: SURFACE MOTION
 CB0498
 CB0498  HISTORY     - Date     Condition        Report By
 CB0498  HISTORY     - 1967     MONUMENTED       CGS
 CB0498  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CB0498
 CB0498                          STATION DESCRIPTION
 CB0498
 CB0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0498'26.2 MI S FROM MIDLAND.
 CB0498'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CB0498'THE STATION AT MIDLAND, THENCE 26.05 MILES SOUTH ALONG STATE HIGHWAY
 CB0498'349, OR ABOUT 27.85 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE
 CB0498'ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.15
 CB0498'MILE EAST OF A WINDMILL, 114 YARDS NORTH OF THE CROSSING OF THE
 CB0498'HIGHWAY AND THE PHILLIPS PETROLEUM COMPANY PIPE LINE, 58 FEET WEST OF
 CB0498'THE CENTER LINE OF THE HIGHWAY, 140 YARDS NORTH OF THE CENTER LINE OF
 CB0498'A DIRT ROAD, 47 FEET SOUTH OF A POWER POLE WHICH IS BRACED BY A GUY
 CB0498'WIRE, 2 FEET EAST OF A FENCE 2.0 FEET NORTHWEST OF A METAL WITNESS
 CB0498'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
 CB0498
 CB0498                          STATION RECOVERY (2001)
 CB0498
 CB0498'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0506 ***********************************************************************
 AN0506  DESIGNATION -  E 1192
 AN0506  PID         -  AN0506
 AN0506  STATE/COUNTY-  TX/JACKSON
 AN0506  USGS QUAD   -  LA SALLE (1995)
 AN0506
 AN0506                         *CURRENT SURVEY CONTROL
 AN0506  ___________________________________________________________________
 AN0506* NAD 83(1986)-  28 46 49.     (N)    096 41 35.     (W)     SCALED    
 AN0506* NAVD 88     -         6.123  (meters)      20.09   (feet)  ADJUSTED  
 AN0506  ___________________________________________________________________
 AN0506  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0506  DYNAMIC HT  -           6.114 (meters)      20.06  (feet)  COMP
 AN0506  MODELED GRAV-     979,201.8   (mgal)                       NAVD 88
 AN0506
 AN0506  VERT ORDER  -  FIRST     CLASS I
 AN0506
 AN0506.The horizontal coordinates were scaled from a topographic map and have
 AN0506.an estimated accuracy of +/- 6 seconds.
 AN0506
 AN0506.The orthometric height was determined by differential leveling
 AN0506.and adjusted by the National Geodetic Survey in June 1991..
 AN0506
 AN0506.The geoid height was determined by GEOID03.
 AN0506
 AN0506.The dynamic height is computed by dividing the NAVD 88
 AN0506.geopotential number by the normal gravity value computed on the
 AN0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0506.degrees latitude (g = 980.6199 gals.).
 AN0506
 AN0506.The modeled gravity was interpolated from observed gravity values.
 AN0506
 AN0506;                    North         East    Units  Estimated Accuracy
 AN0506;SPC TXSC     - 4,107,170.      825,230.      MT  (+/- 180 meters Scaled)
 AN0506
 AN0506                          SUPERSEDED SURVEY CONTROL
 AN0506
 AN0506  NGVD 29 (??/??/92)    6.241  (m)           20.48   (f) ADJ UNCH    1 1
 AN0506
 AN0506.Superseded values are not recommended for survey control.
 AN0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0506.See file dsdata.txt to determine how the superseded data were derived.
 AN0506
 AN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS252858(NAD 83)
 AN0506_MARKER: DB = BENCH MARK DISK
 AN0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0506_SP_SET: ABUTMENT
 AN0506_STAMPING: E 1192 1972
 AN0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0506
 AN0506  HISTORY     - Date     Condition        Report By
 AN0506  HISTORY     - 1972     MONUMENTED       NGS
 AN0506  HISTORY     - 1978     GOOD             NGS
 AN0506
 AN0506                          STATION DESCRIPTION
 AN0506
 AN0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0506'1.65 MI SW FROM LA SALLE.
 AN0506'ABOUT 1.65 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AN0506'THE CROSSING OF A PAVED ROAD AT LA SALLE, 0.45 MILE SOUTHWEST OF
 AN0506'MILEPOST 235, 0.4 MILE NORTHEAST OF THE RAILROAD BRIDGE OVER GARCITAS
 AN0506'CREEK, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 AN0506'ABUTMENT OF A 350-FOOT RAILROAD BRIDGE NUMBER 234-4 OVER A BRANCH OF
 AN0506'GARCITAS CREEK, 7 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 AN0506'TRACK, AND ABOUT LEVEL WITH THE TRACK.
 AN0506
 AN0506                          STATION RECOVERY (1978)
 AN0506
 AN0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0885 ***********************************************************************
 AX0885  DESIGNATION -  E 1193
 AX0885  PID         -  AX0885
 AX0885  STATE/COUNTY-  TX/JACKSON
 AX0885  USGS QUAD   -  GANADO (1981)
 AX0885
 AX0885                         *CURRENT SURVEY CONTROL
 AX0885  ___________________________________________________________________
 AX0885* NAD 83(1986)-  29 04 50.     (N)    096 34 27.     (W)     SCALED    
 AX0885* NAVD 88     -        23.34   (+/-2cm)      76.6    (feet)  VERTCON   
 AX0885  ___________________________________________________________________
 AX0885  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0885
 AX0885  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0885
 AX0885.The horizontal coordinates were scaled from a topographic map and have
 AX0885.an estimated accuracy of +/- 6 seconds.
 AX0885
 AX0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0885.The vertical order pertains to the NGVD 29 superseded value.
 AX0885
 AX0885.The geoid height was determined by GEOID03.
 AX0885
 AX0885;                    North         East    Units  Estimated Accuracy
 AX0885;SPC TXSC     - 4,140,680.      836,140.      MT  (+/- 180 meters Scaled)
 AX0885
 AX0885                          SUPERSEDED SURVEY CONTROL
 AX0885
 AX0885  NGVD 29 (??/??/92)   23.345  (m)           76.59   (f) ADJ UNCH    2 0
 AX0885
 AX0885.Superseded values are not recommended for survey control.
 AX0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0885.See file dsdata.txt to determine how the superseded data were derived.
 AX0885
 AX0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT361193(NAD 83)
 AX0885_MARKER: DB = BENCH MARK DISK
 AX0885_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0885_SP_SET: 40 FT
 AX0885_STAMPING: E 1193 1972
 AX0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0885
 AX0885  HISTORY     - Date     Condition        Report By
 AX0885  HISTORY     - 1972     MONUMENTED       NGS
 AX0885
 AX0885                          STATION DESCRIPTION
 AX0885
 AX0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0885'5.75 MI NW FROM GANADO.
 AX0885'ABOUT 1.9 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0885'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, THENCE 1.7 MILES WEST ALONG
 AX0885'MATUS ROAD, THENCE 0.65 MILE NORTH ALONG CORDELE ROAD, THENCE 1.5
 AX0885'MILES WEST ALONG CORDELE ROAD, 160 FEET SOUTH-SOUTHWEST OF THE
 AX0885'SOUTH-WEST CORNER OF A FRAME HOUSE, 35 FEET NORTHEAST OF THE CENTER
 AX0885'LINE OF CORDELE ROAD, 54 FEET NORTHWEST OF THE CENTER LINE OF A
 AX0885'PRIVATE DRIVEWAY WHICH LEADS NORTHEAST TO THE HOUSE, 10 FEET NORTHWEST
 AX0885'OF A CORNER FENCE POST, 1 FOOT SOUTHWEST OF THE FENCE, 1.0 FOOT
 AX0885'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON
 AX0885'THE TOP OF A COPPER COATED ROD WHICH PROJECTS 1 INCH AND IS PROTECTED
 AX0885'BY A 6-INCH METAL PIPE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO
 AX0885'A DEPTH OF 40 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0726 ***********************************************************************
 AN0726  DESIGNATION -  E 1194
 AN0726  PID         -  AN0726
 AN0726  STATE/COUNTY-  TX/JACKSON
 AN0726  USGS QUAD   -  INEZ (1995)
 AN0726
 AN0726                         *CURRENT SURVEY CONTROL
 AN0726  ___________________________________________________________________
 AN0726* NAD 83(1986)-  28 55 14.     (N)    096 45 36.     (W)     SCALED    
 AN0726* NAVD 88     -        18.91   (+/-2cm)      62.0    (feet)  VERTCON   
 AN0726  ___________________________________________________________________
 AN0726  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0726
 AN0726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0726
 AN0726.The horizontal coordinates were scaled from a topographic map and have
 AN0726.an estimated accuracy of +/- 6 seconds.
 AN0726
 AN0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0726.The vertical order pertains to the NGVD 29 superseded value.
 AN0726
 AN0726.The geoid height was determined by GEOID03.
 AN0726
 AN0726;                    North         East    Units  Estimated Accuracy
 AN0726;SPC TXSC     - 4,122,590.      818,390.      MT  (+/- 180 meters Scaled)
 AN0726
 AN0726                          SUPERSEDED SURVEY CONTROL
 AN0726
 AN0726  NGVD 29 (??/??/92)   18.961  (m)           62.21   (f) ADJ UNCH    2 0
 AN0726
 AN0726.Superseded values are not recommended for survey control.
 AN0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0726.See file dsdata.txt to determine how the superseded data were derived.
 AN0726
 AN0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT183012(NAD 83)
 AN0726_MARKER: DB = BENCH MARK DISK
 AN0726_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0726+WITH SETTING: INTO GROUND
 AN0726_STAMPING: E 1194 1972
 AN0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0726+STABILITY: SURFACE MOTION
 AN0726
 AN0726  HISTORY     - Date     Condition        Report By
 AN0726  HISTORY     - 1972     MONUMENTED       NGS
 AN0726
 AN0726                          STATION DESCRIPTION
 AN0726
 AN0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0726'2.15 MI NE FROM INEZ.
 AN0726'ABOUT 2.15 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AN0726'THE CROSSING OF FARM ROAD 444 AT INEZ, 6 TELEPHONE POLES SOUTHWEST OF
 AN0726'MILEPOST 74, 334 FEET NORTHWEST OF AND ACROSS U. S. HIGHWAY 59 FROM
 AN0726'THE NORTHWEST RAIL OF THE MAIN TRACK, 149 FEET NORTHWEST OF THE
 AN0726'NORTHWEST LANE OF THE HIGHWAY, 25 1/2 FEET SOUTHWEST OF THE CENTER OF
 AN0726'A METAL GATE AT PASTURE ENTRANCE, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY
 AN0726'FENCE LINE, 0.8 FOOT NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW
 AN0726'THE LEVEL OF THE TRACK, A DISK ON THE TOP OF A 4 FOOT COPPER COATED
 AN0726'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH
 AN0726'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT
 AN0726'IS FLUSH WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0497 ***********************************************************************
 AN0497  DESIGNATION -  E 1195
 AN0497  PID         -  AN0497
 AN0497  STATE/COUNTY-  TX/VICTORIA
 AN0497  USGS QUAD   -  KAMEY (1995)
 AN0497
 AN0497                         *CURRENT SURVEY CONTROL
 AN0497  ___________________________________________________________________
 AN0497* NAD 83(1986)-  28 44 43.     (N)    096 44 33.     (W)     SCALED    
 AN0497* NAVD 88     -        11.269  (meters)      36.97   (feet)  ADJUSTED  
 AN0497  ___________________________________________________________________
 AN0497  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0497  DYNAMIC HT  -          11.253 (meters)      36.92  (feet)  COMP
 AN0497  MODELED GRAV-     979,197.7   (mgal)                       NAVD 88
 AN0497
 AN0497  VERT ORDER  -  FIRST     CLASS I
 AN0497
 AN0497.The horizontal coordinates were scaled from a topographic map and have
 AN0497.an estimated accuracy of +/- 6 seconds.
 AN0497
 AN0497.The orthometric height was determined by differential leveling
 AN0497.and adjusted by the National Geodetic Survey in June 1991..
 AN0497
 AN0497.The geoid height was determined by GEOID03.
 AN0497
 AN0497.The dynamic height is computed by dividing the NAVD 88
 AN0497.geopotential number by the normal gravity value computed on the
 AN0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0497.degrees latitude (g = 980.6199 gals.).
 AN0497
 AN0497.The modeled gravity was interpolated from observed gravity values.
 AN0497
 AN0497;                    North         East    Units  Estimated Accuracy
 AN0497;SPC TXSC     - 4,103,200.      820,470.      MT  (+/- 180 meters Scaled)
 AN0497
 AN0497                          SUPERSEDED SURVEY CONTROL
 AN0497
 AN0497  NGVD 29 (??/??/92)   11.390  (m)           37.37   (f) ADJ UNCH    1 1
 AN0497
 AN0497.Superseded values are not recommended for survey control.
 AN0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0497.See file dsdata.txt to determine how the superseded data were derived.
 AN0497
 AN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS204818(NAD 83)
 AN0497_MARKER: DB = BENCH MARK DISK
 AN0497_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0497+WITH SETTING: INTO GROUND
 AN0497_STAMPING: E 1195 1972
 AN0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0497+STABILITY: SURFACE MOTION
 AN0497
 AN0497  HISTORY     - Date     Condition        Report By
 AN0497  HISTORY     - 1972     MONUMENTED       NGS
 AN0497  HISTORY     - 1978     GOOD             NGS
 AN0497
 AN0497                          STATION DESCRIPTION
 AN0497
 AN0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0497'6.65 MI NE FROM PLACEDO.
 AN0497'ABOUT 6.65 MILES NORTHEAST ALONG FARM-TO-MARKET ROAD 616 FROM THE
 AN0497'INTERSECTION OF U.S. HIGHWAY 87 AT PLACEDO, OR ABOUT 5.45 MILES
 AN0497'SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING OF A
 AN0497'PAVED ROAD AT LA SALLE, 0.3 MILE SOUTHWEST OF A TRESTLE AND A
 AN0497'3-CHANNEL CULVERT OVER ANGULA CREEK, 167 FEET SOUTHEAST AND ACROSS THE
 AN0497'ROAD FROM THE SOUTHEAST RAIL OF THE MAIN TRACK, 58 1/2 FEET SOUTHEAST
 AN0497'OF THE CENTER LINE OF THE ROAD, 136 FEET NORTHEAST OF A POWER POLE, 22
 AN0497'1/2 FEET SOUTHWEST OF THE CENTER OF A METAL GATE AT THE ENTRANCE TO A
 AN0497'PASTURE, 1 1/2 FEET NORTHWEST OF A FENCE, 5.4 FEET NORTHEAST OF A
 AN0497'CONCRETE RIGHT-OF-WAY MARKER, 0.8 FOOT EAST OF A METAL WITNESS POST,
 AN0497'ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 4-FOOT SECTION OF
 AN0497'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS
 AN0497'LEVEL WITH THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH
 AN0497'METAL PIPE WHICH PROJECTS 1 INCH.
 AN0497
 AN0497                          STATION RECOVERY (1978)
 AN0497
 AN0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0556 ***********************************************************************
 AN0556  DESIGNATION -  E 1196
 AN0556  PID         -  AN0556
 AN0556  STATE/COUNTY-  TX/JACKSON
 AN0556  USGS QUAD   -  MANSON (1995)
 AN0556
 AN0556                         *CURRENT SURVEY CONTROL
 AN0556  ___________________________________________________________________
 AN0556* NAD 83(1986)-  28 53 13.     (N)    096 35 07.     (W)     SCALED    
 AN0556* NAVD 88     -        12.734  (meters)      41.78   (feet)  ADJUSTED  
 AN0556  ___________________________________________________________________
 AN0556  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0556  DYNAMIC HT  -          12.716 (meters)      41.72  (feet)  COMP
 AN0556  MODELED GRAV-     979,210.8   (mgal)                       NAVD 88
 AN0556
 AN0556  VERT ORDER  -  FIRST     CLASS I
 AN0556
 AN0556.The horizontal coordinates were scaled from a topographic map and have
 AN0556.an estimated accuracy of +/- 6 seconds.
 AN0556
 AN0556.The orthometric height was determined by differential leveling
 AN0556.and adjusted by the National Geodetic Survey in June 1991..
 AN0556
 AN0556.The geoid height was determined by GEOID03.
 AN0556
 AN0556.The dynamic height is computed by dividing the NAVD 88
 AN0556.geopotential number by the normal gravity value computed on the
 AN0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0556.degrees latitude (g = 980.6199 gals.).
 AN0556
 AN0556.The modeled gravity was interpolated from observed gravity values.
 AN0556
 AN0556;                    North         East    Units  Estimated Accuracy
 AN0556;SPC TXSC     - 4,119,200.      835,500.      MT  (+/- 180 meters Scaled)
 AN0556
 AN0556                          SUPERSEDED SURVEY CONTROL
 AN0556
 AN0556  NGVD 29 (??/??/92)   12.751  (m)           41.83   (f) ADJ UNCH    1 1
 AN0556
 AN0556.Superseded values are not recommended for survey control.
 AN0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0556.See file dsdata.txt to determine how the superseded data were derived.
 AN0556
 AN0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS354978(NAD 83)
 AN0556_MARKER: DB = BENCH MARK DISK
 AN0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0556_SP_SET: CASING
 AN0556_STAMPING: E 1196 1972
 AN0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0556
 AN0556  HISTORY     - Date     Condition        Report By
 AN0556  HISTORY     - 1972     MONUMENTED       NGS
 AN0556
 AN0556                          STATION DESCRIPTION
 AN0556
 AN0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0556'7.75 MI SE FROM EDNA.
 AN0556'ABOUT 2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0556'AT EDNA, THENCE 4.65 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO.
 AN0556'1822, THENCE 0.75 MILE SOUTH ALONG A PRIVATE DIRT ROAD TO A PIPE LINE
 AN0556'CROSSING, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT ROAD TO A CATTLE
 AN0556'GUARD, 49 FEET NORTHEAST OF THE NORTHEAST END OF A PIPE CATTLE GUARD,
 AN0556'24 FEET EAST OF A FENCE LINE, 56 FEET NORTHEAST OF THE CENTER LINE OF
 AN0556'THE DIRT ROAD, 0.2 MILE NORTHWEST OF A TANK BATTERY, A 10-INCH 1300
 AN0556'FOOT CASING FOR A 5200-FOOT WELL FILLED WITH CONCRETE WITH A 22-INCH
 AN0556'FLANGE ON THE TOP AND PROJECTS 23 INCHES ABOVE THE LEVEL OF THE
 AN0556'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0528 ***********************************************************************
 AN0528  DESIGNATION -  E 1197
 AN0528  PID         -  AN0528
 AN0528  STATE/COUNTY-  TX/JACKSON
 AN0528  USGS QUAD   -  LOLITA (1995)
 AN0528
 AN0528                         *CURRENT SURVEY CONTROL
 AN0528  ___________________________________________________________________
 AN0528* NAD 83(1986)-  28 50 17.     (N)    096 33 44.     (W)     SCALED    
 AN0528* NAVD 88     -         4.825  (meters)      15.83   (feet)  ADJUSTED  
 AN0528  ___________________________________________________________________
 AN0528  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0528  DYNAMIC HT  -           4.818 (meters)      15.81  (feet)  COMP
 AN0528  MODELED GRAV-     979,208.9   (mgal)                       NAVD 88
 AN0528
 AN0528  VERT ORDER  -  FIRST     CLASS I
 AN0528
 AN0528.The horizontal coordinates were scaled from a topographic map and have
 AN0528.an estimated accuracy of +/- 6 seconds.
 AN0528
 AN0528.The orthometric height was determined by differential leveling
 AN0528.and adjusted by the National Geodetic Survey in June 1991..
 AN0528
 AN0528.The geoid height was determined by GEOID03.
 AN0528
 AN0528.The dynamic height is computed by dividing the NAVD 88
 AN0528.geopotential number by the normal gravity value computed on the
 AN0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0528.degrees latitude (g = 980.6199 gals.).
 AN0528
 AN0528.The modeled gravity was interpolated from observed gravity values.
 AN0528
 AN0528;                    North         East    Units  Estimated Accuracy
 AN0528;SPC TXSC     - 4,113,830.      837,860.      MT  (+/- 180 meters Scaled)
 AN0528
 AN0528                          SUPERSEDED SURVEY CONTROL
 AN0528
 AN0528  NGVD 29 (??/??/92)    4.941  (m)           16.21   (f) ADJ UNCH    1 1
 AN0528
 AN0528.Superseded values are not recommended for survey control.
 AN0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0528.See file dsdata.txt to determine how the superseded data were derived.
 AN0528
 AN0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS378924(NAD 83)
 AN0528_MARKER: DB = BENCH MARK DISK
 AN0528_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0528_SP_SET: 32 FEET
 AN0528_STAMPING: E 1197 1972
 AN0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0528
 AN0528  HISTORY     - Date     Condition        Report By
 AN0528  HISTORY     - 1972     MONUMENTED       NGS
 AN0528  HISTORY     - 1978     GOOD             NGS
 AN0528
 AN0528                          STATION DESCRIPTION
 AN0528
 AN0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0528'1.25 MI W FROM LOLITA.
 AN0528'ABOUT 1.25 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0528'CROSSING OF FARM-TO-MARKET ROAD NUMBER 1593 AT LOLITA, 392 FEET
 AN0528'SOUTHEAST AND ACROSS FARM-TO-MARKET ROAD 616 FROM THE SOUTHEAST RAIL
 AN0528'OF THE TRACK, 405 FEET SOUTHWEST OF A BRICK HOUSE WHICH IS OWNED BY
 AN0528'H.R. GOPFFARTH, 198 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 23
 AN0528'FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO THE HOUSE, 74 1/2
 AN0528'FEET NORTHEAST OF A CORNER FENCE POST, 12 FEET NORTHWEST OF A FENCE,
 AN0528'272.0 FEET SOUTHWEST OF BENCH MARK J 1197, 1.0 FOOT SOUTHEAST OF A
 AN0528'METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE FARM ROAD, AND
 AN0528'ON THE TOP OF OF A COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 88
 AN0528'FEET, PROJECTS 6 INCHES AND WHICH IS PROTECTED BY A 4-INCH METAL PIPE
 AN0528'THAT IS SET TO A DEPTH OF 32 FEET.  ACCESS TO THE MARK IS HAD BY
 AN0528'REMOVING A 4-INCH SCREW CAP, WHICH PROJECTS 1.2 FEET.  NOTE-- THE SOIL
 AN0528'IN WHICH THE PIPE WAS SET IS SURFACE SOIL AND WHITE CLAY FROM 0 TO 32
 AN0528'FEET.
 AN0528
 AN0528                          STATION RECOVERY (1978)
 AN0528
 AN0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0599 ***********************************************************************
 AX0599  DESIGNATION -  E 1198
 AX0599  PID         -  AX0599
 AX0599  STATE/COUNTY-  TX/LAVACA
 AX0599  USGS QUAD   -  SUBLIME (1981)
 AX0599
 AX0599                         *CURRENT SURVEY CONTROL
 AX0599  ___________________________________________________________________
 AX0599* NAD 83(1986)-  29 23 18.     (N)    096 48 34.     (W)     SCALED    
 AX0599* NAVD 88     -        71.614  (meters)     234.95   (feet)  ADJUSTED  
 AX0599  ___________________________________________________________________
 AX0599  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0599  DYNAMIC HT  -          71.513 (meters)     234.62  (feet)  COMP
 AX0599  MODELED GRAV-     979,237.9   (mgal)                       NAVD 88
 AX0599
 AX0599  VERT ORDER  -  FIRST     CLASS I
 AX0599
 AX0599.The horizontal coordinates were scaled from a topographic map and have
 AX0599.an estimated accuracy of +/- 6 seconds.
 AX0599
 AX0599.The orthometric height was determined by differential leveling
 AX0599.and adjusted by the National Geodetic Survey in June 1991..
 AX0599
 AX0599.The geoid height was determined by GEOID03.
 AX0599
 AX0599.The dynamic height is computed by dividing the NAVD 88
 AX0599.geopotential number by the normal gravity value computed on the
 AX0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0599.degrees latitude (g = 980.6199 gals.).
 AX0599
 AX0599.The modeled gravity was interpolated from observed gravity values.
 AX0599
 AX0599;                    North         East    Units  Estimated Accuracy
 AX0599;SPC TXSC     - 4,174,330.      812,600.      MT  (+/- 180 meters Scaled)
 AX0599
 AX0599                          SUPERSEDED SURVEY CONTROL
 AX0599
 AX0599  NGVD 29 (??/??/92)   71.606  (m)          234.93   (f) ADJ UNCH    1 1
 AX0599
 AX0599.Superseded values are not recommended for survey control.
 AX0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0599.See file dsdata.txt to determine how the superseded data were derived.
 AX0599
 AX0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT125530(NAD 83)
 AX0599_MARKER: DB = BENCH MARK DISK
 AX0599_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0599+WITH SETTING: INTO GROUND
 AX0599_STAMPING: E 1198 1972
 AX0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0599+STABILITY: SURFACE MOTION
 AX0599
 AX0599  HISTORY     - Date     Condition        Report By
 AX0599  HISTORY     - 1972     MONUMENTED       NGS
 AX0599  HISTORY     - 19970607 GOOD             USPSQD
 AX0599
 AX0599                          STATION DESCRIPTION
 AX0599
 AX0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0599'9.6 MI SE FROM HALLETTSVILLE.
 AX0599'ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 A FROM THE JUNCTION OF US
 AX0599'HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 8.9 MILES SOUTHEAST
 AX0599'ALONG FARM ROAD NO. 530, 113 PACES SOUTHEAST OF THE SOUTHWEST END OF A
 AX0599'48-INCH PIPE CULVERT UNDER THE FARM ROAD, 146 FEET NORTH OF THE NORTH
 AX0599'CORNER OF A GARAGE ON THE NORTHWEST SIDE OF A BROWN FRAME HOUSE, 72
 AX0599'FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY TO HOUSE, 43 1/2 FEET
 AX0599'SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 2 FEET EAST OF A CORNER
 AX0599'FENCE POST, 1/2 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT
 AX0599'EAST OF A METAL WITNESS POST, 2 1/2 FEET ABOVE THE LEVEL OF THE FARM
 AX0599'ROAD, AND ON THE TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS
 AX0599'ATTACHED TO A METAL BASE PLATE.  THE DISK IS FLUSH WITH THE LEVEL OF
 AX0599'THE GROUND AND ENCASED IN A 6 INCH IRON PIPE THAT PROJECTS 1 INCH
 AX0599'ABOVE THE LEVEL OF THE GROUND.
 AX0599
 AX0599                          STATION RECOVERY (1997)
 AX0599
 AX0599'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0620 ***********************************************************************
 AX0620  DESIGNATION -  E 1199
 AX0620  PID         -  AX0620
 AX0620  STATE/COUNTY-  TX/LAVACA
 AX0620  USGS QUAD   -  SPEAKS (1981)
 AX0620
 AX0620                         *CURRENT SURVEY CONTROL
 AX0620  ___________________________________________________________________
 AX0620* NAD 83(1986)-  29 17 13.     (N)    096 41 53.     (W)     SCALED    
 AX0620* NAVD 88     -        45.368  (meters)     148.84   (feet)  ADJUSTED  
 AX0620  ___________________________________________________________________
 AX0620  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0620  DYNAMIC HT  -          45.304 (meters)     148.63  (feet)  COMP
 AX0620  MODELED GRAV-     979,237.0   (mgal)                       NAVD 88
 AX0620
 AX0620  VERT ORDER  -  FIRST     CLASS I
 AX0620
 AX0620.The horizontal coordinates were scaled from a topographic map and have
 AX0620.an estimated accuracy of +/- 6 seconds.
 AX0620
 AX0620.The orthometric height was determined by differential leveling
 AX0620.and adjusted by the National Geodetic Survey in June 1991..
 AX0620
 AX0620.The geoid height was determined by GEOID03.
 AX0620
 AX0620.The dynamic height is computed by dividing the NAVD 88
 AX0620.geopotential number by the normal gravity value computed on the
 AX0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0620.degrees latitude (g = 980.6199 gals.).
 AX0620
 AX0620.The modeled gravity was interpolated from observed gravity values.
 AX0620
 AX0620;                    North         East    Units  Estimated Accuracy
 AX0620;SPC TXSC     - 4,163,300.      823,630.      MT  (+/- 180 meters Scaled)
 AX0620
 AX0620                          SUPERSEDED SURVEY CONTROL
 AX0620
 AX0620  NGVD 29 (??/??/92)   45.367  (m)          148.84   (f) ADJ UNCH    1 1
 AX0620
 AX0620.Superseded values are not recommended for survey control.
 AX0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0620.See file dsdata.txt to determine how the superseded data were derived.
 AX0620
 AX0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT236419(NAD 83)
 AX0620_MARKER: DB = BENCH MARK DISK
 AX0620_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0620+WITH SETTING: INTO GROUND
 AX0620_STAMPING: E 1199 1972
 AX0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0620+STABILITY: SURFACE MOTION
 AX0620
 AX0620  HISTORY     - Date     Condition        Report By
 AX0620  HISTORY     - 1972     MONUMENTED       NGS
 AX0620  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0620
 AX0620                          STATION DESCRIPTION
 AX0620
 AX0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0620'2.15 MI N FROM SPEAKS.
 AX0620'ABOUT 2.15 MILES NORTH ALONG FARM ROAD NO. 530 FROM THE POST OFFICE
 AX0620'AND THE GENERAL STORE AT SPEAKS, 0.75 MILE NORTH OF THE SPEAKS
 AX0620'COMMUNITY BAPTIST CHURCH, 44 1/2 FEET SOUTH OF A T JUNCTION IN A FENCE
 AX0620'LINE, 36 FEET NORTH OF THE CENTER OF AN ALUMINUM GATE AT PASTURE
 AX0620'ENTRANCE, 46 FEET SOUTHWEST OF THE SOUTH END OF A 12 INCH PIPE CULVERT
 AX0620'UNDER A LANE TO A PASTURE, 40 FEET WEST OF THE CENTER LINE OF THE FARM
 AX0620'ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE, 1.5 FEET NORTH OF A
 AX0620'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE FARM ROAD, AND ON
 AX0620'THE TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 AX0620'METAL BASE PLATE.  THE DISK PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 AX0620'GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE
 AX0620'THE LEVEL OF THE GROUND.
 AX0620
 AX0620                          STATION RECOVERY (1997)
 AX0620
 AX0620'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0607 ***********************************************************************
 AB0607  DESIGNATION -  E 12
 AB0607  PID         -  AB0607
 AB0607  STATE/COUNTY-  TX/CAMERON
 AB0607  USGS QUAD   -  RIO HONDO (1980)
 AB0607
 AB0607                         *CURRENT SURVEY CONTROL
 AB0607  ___________________________________________________________________
 AB0607* NAD 83(1986)-  26 08 56.     (N)    097 36 57.     (W)     SCALED    
 AB0607* NAVD 88     -        11.812  (meters)      38.75   (feet)  ADJUSTED  
 AB0607  ___________________________________________________________________
 AB0607  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 AB0607  DYNAMIC HT  -          11.793 (meters)      38.69  (feet)  COMP
 AB0607  MODELED GRAV-     979,036.3   (mgal)                       NAVD 88
 AB0607
 AB0607  VERT ORDER  -  SECOND    CLASS 0
 AB0607
 AB0607.The horizontal coordinates were scaled from a topographic map and have
 AB0607.an estimated accuracy of +/- 6 seconds.
 AB0607
 AB0607.The orthometric height was determined by differential leveling
 AB0607.and adjusted by the National Geodetic Survey in June 1991..
 AB0607
 AB0607.The geoid height was determined by GEOID03.
 AB0607
 AB0607.The dynamic height is computed by dividing the NAVD 88
 AB0607.geopotential number by the normal gravity value computed on the
 AB0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0607.degrees latitude (g = 980.6199 gals.).
 AB0607
 AB0607.The modeled gravity was interpolated from observed gravity values.
 AB0607
 AB0607;                    North         East    Units  Estimated Accuracy
 AB0607;SPC TX S     - 5,053,740.      388,410.      MT  (+/- 180 meters Scaled)
 AB0607
 AB0607                          SUPERSEDED SURVEY CONTROL
 AB0607
 AB0607  NGVD 29 (??/??/92)   11.916  (m)           39.09   (f) ADJ UNCH    2 0
 AB0607
 AB0607.Superseded values are not recommended for survey control.
 AB0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0607.See file dsdata.txt to determine how the superseded data were derived.
 AB0607
 AB0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP383929(NAD 83)
 AB0607_MARKER: DD = SURVEY DISK
 AB0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0607_SP_SET: SYPHON
 AB0607_STAMPING: E 12 38.96
 AB0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0607+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2005
 AB0607
 AB0607  HISTORY     - Date     Condition        Report By
 AB0607  HISTORY     - UNK      MONUMENTED
 AB0607  HISTORY     - 1958     GOOD             NGS
 AB0607  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0607  HISTORY     - 1988     GOOD             USPSQD
 AB0607  HISTORY     - 1988     GOOD             USPSQD
 AB0607  HISTORY     - 20050103 GOOD             INDIV
 AB0607
 AB0607                          STATION DESCRIPTION
 AB0607
 AB0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AB0607'1.3 MI NE FROM SAN BENITO.
 AB0607'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0607'SAN BENITO, CAMERON COUNTY, 15 FEET SOUTHEAST OF AND 4 FEET HIGHER
 AB0607'THAN THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE SYPHON, AND IN THE
 AB0607'CENTER OF THE TOP OF THE SOUTHEAST HEADWALL.  A CAMERON COUNTY
 AB0607'STANDARD DISK, STAMPED E 12 38.96.
 AB0607
 AB0607                          STATION RECOVERY (1987)
 AB0607
 AB0607'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0607'MARK NOT FOUND.
 AB0607
 AB0607                          STATION RECOVERY (1988)
 AB0607
 AB0607'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0607'RECOVERED IN GOOD CONDITION.
 AB0607
 AB0607                          STATION RECOVERY (1988)
 AB0607
 AB0607'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0607'RECOVERED IN GOOD CONDITION.
 AB0607
 AB0607                          STATION RECOVERY (2005)
 AB0607
 AB0607'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SR)
 AB0607'RECOVERED BY AGH CONSULTANTS, BROWNSVILLE TX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0186 ***********************************************************************
 CT0186  DESIGNATION -  E 12
 CT0186  PID         -  CT0186
 CT0186  STATE/COUNTY-  TX/EASTLAND
 CT0186  USGS QUAD   -  EASTLAND (1987)
 CT0186
 CT0186                         *CURRENT SURVEY CONTROL
 CT0186  ___________________________________________________________________
 CT0186* NAD 83(1986)-  32 24 44.     (N)    098 51 50.     (W)     SCALED    
 CT0186* NAVD 88     -       446.357  (meters)    1464.42   (feet)  ADJUSTED  
 CT0186  ___________________________________________________________________
 CT0186  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CT0186  DYNAMIC HT  -         445.785 (meters)    1462.55  (feet)  COMP
 CT0186  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 CT0186
 CT0186  VERT ORDER  -  FIRST     CLASS II
 CT0186
 CT0186.The horizontal coordinates were scaled from a topographic map and have
 CT0186.an estimated accuracy of +/- 6 seconds.
 CT0186
 CT0186.The orthometric height was determined by differential leveling
 CT0186.and adjusted by the National Geodetic Survey in June 1991..
 CT0186
 CT0186.The geoid height was determined by GEOID03.
 CT0186
 CT0186.The dynamic height is computed by dividing the NAVD 88
 CT0186.geopotential number by the normal gravity value computed on the
 CT0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0186.degrees latitude (g = 980.6199 gals.).
 CT0186
 CT0186.The modeled gravity was interpolated from observed gravity values.
 CT0186
 CT0186;                    North         East    Units  Estimated Accuracy
 CT0186;SPC TXNC     - 2,082,740.      565,770.      MT  (+/- 180 meters Scaled)
 CT0186
 CT0186                          SUPERSEDED SURVEY CONTROL
 CT0186
 CT0186  NGVD 29 (??/??/92)  446.21   (m)         1463.9    (f) COMPUTED    1 2
 CT0186
 CT0186.Superseded values are not recommended for survey control.
 CT0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0186.See file dsdata.txt to determine how the superseded data were derived.
 CT0186
 CT0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA127861(NAD 83)
 CT0186_MARKER: P = PIPE CAP
 CT0186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0186_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0186_STAMPING: E 12 ELEV 1464.292 FT
 CT0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0186
 CT0186  HISTORY     - Date     Condition        Report By
 CT0186  HISTORY     - UNK      MONUMENTED       CGS
 CT0186  HISTORY     - 1955     GOOD             NGS
 CT0186  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0186
 CT0186                          STATION DESCRIPTION
 CT0186
 CT0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CT0186'2.6 MI W FROM EASTLAND.
 CT0186'2.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0186'AT EASTLAND, 3 POLES WEST OF TRESTLE 353.4, 123 FEET NORTHEAST OF THE
 CT0186'NORTH END OF A 36 INCH PIPE CULVERT, 87.6 FEET NORTH OF THE NORTH
 CT0186'RAIL, 20 FEET EAST OF TELEPHONE POLE 4415, 10 FEET SOUTH OF A FENCE, 1
 CT0186'FOOT WEST OF A WITNESS POST, SCREWED ON THE TOP OF AN IRON PIPE WHICH
 CT0186'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CT0186
 CT0186                          STATION RECOVERY (2002)
 CT0186
 CT0186'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0508 ***********************************************************************
 AM0508  DESIGNATION -  E 12 + 00 USE
 AM0508  PID         -  AM0508
 AM0508  STATE/COUNTY-  TX/MATAGORDA
 AM0508  USGS QUAD   -  MATAGORDA SW (1952)
 AM0508
 AM0508                         *CURRENT SURVEY CONTROL
 AM0508  ___________________________________________________________________
 AM0508* NAD 83(1993)-  28 35 55.27900(N)    095 58 37.90212(W)     ADJUSTED  
 AM0508* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 AM0508  ___________________________________________________________________
 AM0508  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 AM0508  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AM0508
 AM0508  HORZ ORDER  -  SECOND
 AM0508
 AM0508.The horizontal coordinates were established by classical geodetic methods
 AM0508.and adjusted by the National Geodetic Survey in February 1996..
 AM0508
 AM0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0508
 AM0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0508
 AM0508.The geoid height was determined by GEOID03.
 AM0508
 AM0508;                    North         East     Units Scale Factor Converg.
 AM0508;SPC TXSC     - 4,088,644.606   895,620.132   MT  0.99994516   +1 28 51.3
 AM0508;SPC TXSC     -13,414,161.51  2,938,380.38   sFT  0.99994516   +1 28 51.3
 AM0508;UTM  15      - 3,167,148.174   208,836.971   MT  1.00064637   -1 25 34.0
 AM0508;UTM  14      - 3,167,260.129   795,625.820   MT  1.00067870   +1 26 52.7
 AM0508
 AM0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0508!SPC TXSC     -   1.00000356  x   0.99994516  =   0.99994872
 AM0508!UTM  15      -   1.00000356  x   1.00064637  =   1.00064993
 AM0508!UTM  14      -   1.00000356  x   1.00067870  =   1.00068226
 AM0508
 AM0508                          SUPERSEDED SURVEY CONTROL
 AM0508
 AM0508  NAD 83(1986)-  28 35 55.28676(N)    095 58 37.88313(W) AD(       ) 2
 AM0508  NAD 27      -  28 35 54.30974(N)    095 58 37.00618(W) AD(       ) 2
 AM0508  NGVD 29 (07/19/86)    3.9    (m)           13.     (f) VERT ANG       
 AM0508
 AM0508.Superseded values are not recommended for survey control.
 AM0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0508.See file dsdata.txt to determine how the superseded data were derived.
 AM0508
 AM0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM0883767148(NAD 83)
 AM0508_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AM0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0508+STABILITY: SURFACE MOTION
 AM0508
 AM0508  HISTORY     - Date     Condition        Report By
 AM0508  HISTORY     - 1978     MONUMENTED       DOD
 AM0508
 AM0508                          STATION DESCRIPTION
 AM0508
 AM0508'DESCRIBED BY US DEPARTMENT OF DEFENSE 1978 (JRS)
 AM0508'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF PALACIOS,
 AM0508'5 MILES SOUTH OF MATAGORDA, AND NEAR THE END OF FARM ROAD 2031
 AM0508'AT A SMALL ROADSIDE PARK ON COUNTY OWNED PROPERTY.  JUDGE
 AM0508'HUEBNER AND MR. GENE LITCHFIELD WERE CONTACTED FOR PERMISSION
 AM0508'TO USE THE STATION.  MR. LITCHFIELD, TELEPHONE NUMBER
 AM0508'713-863-7552, LIVES AT BEACH ROAD, MATAGORDA, TEXAS.
 AM0508'
 AM0508'TO REACH FROM THE POST OFFICE IN MATAGORDA, GO SOUTH ON FARM
 AM0508'ROAD 2031 FOR 6.9 MILES TO THE STATION OF THE LEFT, JUST EAST
 AM0508'OF THE ROADSIDE PARK.
 AM0508'
 AM0508'THE STATION IS A U.S. ARMY CORPS OF ENGINEERS DISK
 AM0508'STAMPED---E-12 + 00 71---,
 AM0508'SET INTO A 22.5-INCH DIAMETER CONCRETE FILLED METAL DRUM THAT
 AM0508'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 AM0508'31 FEET EAST-NORTHEAST FROM A LARGE ROUND POLE AND
 AM0508'2.7 FEET NORTH FROM A METAL WITNESS POST WITH SIGN.
 AM0508'
 AM0508'THIS STATION USED AS A REFERENCE MARK TO STATION IDOL 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0841 ***********************************************************************
 BN0841  DESIGNATION -  E 120 RESET
 BN0841  PID         -  BN0841
 BN0841  STATE/COUNTY-  TX/LLANO
 BN0841  USGS QUAD   -  SCOTTS CROSSING (1960)
 BN0841
 BN0841                         *CURRENT SURVEY CONTROL
 BN0841  ___________________________________________________________________
 BN0841* NAD 83(1986)-  30 43 22.     (N)    098 47 12.     (W)     SCALED    
 BN0841* NAVD 88     -       330.67   (meters)    1084.9    (feet)  RESET     
 BN0841  ___________________________________________________________________
 BN0841  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BN0841
 BN0841  VERT ORDER  -  THIRD
 BN0841
 BN0841.The horizontal coordinates were scaled from a topographic map and have
 BN0841.an estimated accuracy of +/- 6 seconds.
 BN0841
 BN0841.The orthometric height was computed from unverified reset data.
 BN0841.No vertical observational check was made to the station.
 BN0841
 BN0841.The geoid height was determined by GEOID03.
 BN0841
 BN0841;                    North         East    Units  Estimated Accuracy
 BN0841;SPC TX C     - 3,118,110.      848,120.      MT  (+/- 180 meters Scaled)
 BN0841
 BN0841                          SUPERSEDED SURVEY CONTROL
 BN0841
 BN0841  NGVD 29 (01/29/03)  330.62   (m)         1084.7    (f) RESET       3  
 BN0841
 BN0841.Superseded values are not recommended for survey control.
 BN0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0841.See file dsdata.txt to determine how the superseded data were derived.
 BN0841
 BN0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU204988(NAD 83)
 BN0841_MARKER: DV = VERTICAL CONTROL DISK
 BN0841_SETTING: 66 = SET IN ROCK OUTCROP
 BN0841_SP_SET: BEDROCK
 BN0841_STAMPING: E 120 RESET 1993
 BN0841_MARK LOGO: NGS   
 BN0841_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0841+STABILITY: POSITION/ELEVATION WELL
 BN0841
 BN0841  HISTORY     - Date     Condition        Report By
 BN0841  HISTORY     - 1993     MONUMENTED       TXHD
 BN0841
 BN0841                          STATION DESCRIPTION
 BN0841
 BN0841'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1993
 BN0841'FROM STATE HIGHWAY 16 IN LLANO, 7.29 MILES (11.73 KM) SOUTHWEST ALONG
 BN0841'RM 152 TO ROCKY CREEK, 42 FEET (12.8 M) NORTH (LT) ENGINEERS CENTER
 BN0841'LINE STA. 581+34, SET IN SOLID GRANITE, IN APPROXIMATE MIDDLE OF
 BN0841'ROCKY CREEK (DOWNSTREAM SIDE), 232.08 FEET (70.74 M) (S 45 DEG. 44
 BN0841'MIN. W) OF TEX-DOT RIGHT OF WAY MARKER WHICH IS 40 FEET (12.2 M) LT.
 BN0841'(N 44 DEG. 16 MIN. W) OF ENGINEERS CENTERLINE STA. 583+66.08 (PC OF
 BN0841'CURVE), 145.16 FEET (44.24 M) (N 45 DEG. 44 MIN. E) OF TEX-DOT RIGHT
 BN0841'OF WAY MARKER WHICH IS 40 FEET (12.2 M) LT. (N 44 DEG. 16 MIN. W) OF
 BN0841'ENGINEERS CENTERLINE STA. 579+88.84 (PT OF CURVE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0215 ***********************************************************************
 BL0215  DESIGNATION -  E 1200
 BL0215  PID         -  BL0215
 BL0215  STATE/COUNTY-  TX/JEFFERSON
 BL0215  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0215
 BL0215                         *CURRENT SURVEY CONTROL
 BL0215  ___________________________________________________________________
 BL0215* NAD 83(1986)-  30 03 41.     (N)    094 14 01.     (W)     SCALED    
 BL0215* NAVD 88     -        10.612  (meters)      34.82   (feet)  ADJUSTED  
 BL0215  ___________________________________________________________________
 BL0215  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0215  DYNAMIC HT  -          10.598 (meters)      34.77  (feet)  COMP
 BL0215  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 BL0215
 BL0215  VERT ORDER  -  FIRST     CLASS I
 BL0215
 BL0215.The horizontal coordinates were scaled from a topographic map and have
 BL0215.an estimated accuracy of +/- 6 seconds.
 BL0215
 BL0215.The orthometric height was determined by differential leveling
 BL0215.and adjusted by the National Geodetic Survey in June 1991..
 BL0215
 BL0215.The geoid height was determined by GEOID03.
 BL0215
 BL0215.The dynamic height is computed by dividing the NAVD 88
 BL0215.geopotential number by the normal gravity value computed on the
 BL0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0215.degrees latitude (g = 980.6199 gals.).
 BL0215
 BL0215.The modeled gravity was interpolated from observed gravity values.
 BL0215
 BL0215;                    North         East    Units  Estimated Accuracy
 BL0215;SPC TXSC     - 4,256,300.    1,059,460.      MT  (+/- 180 meters Scaled)
 BL0215
 BL0215                          SUPERSEDED SURVEY CONTROL
 BL0215
 BL0215  NGVD 29 (??/??/92)   10.629  (m)           34.87   (f) ADJ UNCH    1 1
 BL0215
 BL0215.Superseded values are not recommended for survey control.
 BL0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0215.See file dsdata.txt to determine how the superseded data were derived.
 BL0215
 BL0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP810262(NAD 83)
 BL0215_MARKER: DB = BENCH MARK DISK
 BL0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0215_SP_SET: WINGWALL OF BRIDGE
 BL0215_STAMPING: E 1200 1972
 BL0215_MARK LOGO: NGS   
 BL0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0215+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2000
 BL0215
 BL0215  HISTORY     - Date     Condition        Report By
 BL0215  HISTORY     - 1972     MONUMENTED       NGS
 BL0215  HISTORY     - 1984     GOOD             USPSQD
 BL0215  HISTORY     - 19870815 GOOD             USPSQD
 BL0215  HISTORY     - 1988     GOOD             USPSQD
 BL0215  HISTORY     - 1989     GOOD             USPSQD
 BL0215  HISTORY     - 1990     GOOD             USPSQD
 BL0215  HISTORY     - 19900207 GOOD             USPSQD
 BL0215  HISTORY     - 19940805 GOOD             USPSQD
 BL0215  HISTORY     - 20001127 GOOD             WORTEC
 BL0215  HISTORY     - 20001231 GOOD             NGS
 BL0215  HISTORY     - 20010331 GOOD             NGS
 BL0215  HISTORY     - 20020918 GOOD             USPSQD
 BL0215  HISTORY     - 20041031 MARK NOT FOUND   USPSQD
 BL0215
 BL0215                          STATION DESCRIPTION
 BL0215
 BL0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0215'2.7 MI W FROM AMELIA.
 BL0215'AT AMELIA, ABOUT 2.7 MILES WEST ALONG US HIGHWAY 90 FROM THE
 BL0215'INTERSECTION OF STATE HIGHWAY 364, SET IN THE TOP OF THE WINGWALL AT
 BL0215'THE NORTHWEST CORNER OF THE 60-FOOT CONCRETE BRIDGE UNDER THE
 BL0215'EASTBOUND LANE OF THE HIGHWAY AND OVER A CANAL, 18.8 FEET NORTH OF THE
 BL0215'CENTER LINE OF THE SOUTHBOUND LANE OF THE HIGHWAY AND 1.0 FOOT WEST OF
 BL0215'THE WEST END OF THE METAL GUARD RAIL, ABOUT LEVEL WITH THE HIGHWAY.
 BL0215
 BL0215                          STATION RECOVERY (1984)
 BL0215
 BL0215'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0215'RECOVERED IN GOOD CONDITION.
 BL0215
 BL0215                          STATION RECOVERY (1987)
 BL0215
 BL0215'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0215'RECOVERED IN GOOD CONDITION.
 BL0215
 BL0215                          STATION RECOVERY (1988)
 BL0215
 BL0215'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0215'RECOVERED IN GOOD CONDITION.
 BL0215
 BL0215                          STATION RECOVERY (1989)
 BL0215
 BL0215'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0215'RECOVERED IN GOOD CONDITION.
 BL0215
 BL0215                          STATION RECOVERY (1990)
 BL0215
 BL0215'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0215'RECOVERED IN GOOD CONDITION.
 BL0215
 BL0215                          STATION RECOVERY (1990)
 BL0215
 BL0215'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0215'RECOVERED IN GOOD CONDITION.
 BL0215
 BL0215                          STATION RECOVERY (1994)
 BL0215
 BL0215'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0215'RECOVERED IN GOOD CONDITION.
 BL0215
 BL0215                          STATION RECOVERY (2000)
 BL0215
 BL0215'RECOVERY NOTE BY WORTECH LAND SURVEYORS INC 2000
 BL0215'THE STATION IS LOCATED IN BEAUMONT, JEFFERON COUNTY, TEXAS.  TO REACH
 BL0215'THE STATION FROM THE INTERSECTION OF HWY 90 AND FM 364.  GO W BOUND ON
 BL0215'HWY 90 APPROX 2.6 MILES (4.2 KM) TO FIRST CANAL CROSSING PAST MOBILE
 BL0215'CHEMICAL.
 BL0215' 
 BL0215'MONUMENT IS LOCATED ON CONCRETE WINGWALL ON THE N.W CORNER OF A 60 FT
 BL0215'(18.3 M) CONCRETE BRIDGE FOR EAST BOUND TRAFFIC.  IT IS MOUNTED FLUSH
 BL0215'WITH THE HWY AND IS 0.80 FT (24.38 CM) W OF THE END OF THE METAL GUARD
 BL0215'RAIL ON THE BRIDGE AND IS 36 FT (11.0 M) W OF THE CENTER LINE THE
 BL0215'CANAL, AND IS 18.5 FT (5.6 M) N OF THE CL OF E BOUND HWY 90. THE
 BL0215'STATION IS FLUSH MOUNTED BRASS MONUMENT IN CONCRETE WINGWALL.
 BL0215
 BL0215                          STATION RECOVERY (2000)
 BL0215
 BL0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 BL0215'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0215
 BL0215                          STATION RECOVERY (2001)
 BL0215
 BL0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0215'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0215
 BL0215                          STATION RECOVERY (2002)
 BL0215
 BL0215'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0215'RECOVERED IN GOOD CONDITION.
 BL0215
 BL0215                          STATION RECOVERY (2004)
 BL0215
 BL0215'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1556 ***********************************************************************
 AW1556  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1556  DESIGNATION -  E 1201
 AW1556  PID         -  AW1556
 AW1556  STATE/COUNTY-  TX/HARRIS
 AW1556  USGS QUAD   -  MORGANS POINT (1993)
 AW1556
 AW1556                         *CURRENT SURVEY CONTROL
 AW1556  ___________________________________________________________________
 AW1556* NAD 83(1986)-  29 40 53.     (N)    094 59 07.     (W)     SCALED    
 AW1556* NAVD 88     -         4.366  (meters)      14.32   (feet)  ADJUSTED  
 AW1556  ___________________________________________________________________
 AW1556  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1556  DYNAMIC HT  -           4.360 (meters)      14.30  (feet)  COMP
 AW1556  MODELED GRAV-     979,283.1   (mgal)                       NAVD 88
 AW1556
 AW1556  VERT ORDER  -  FIRST     CLASS II
 AW1556
 AW1556.The horizontal coordinates were scaled from a topographic map and have
 AW1556.an estimated accuracy of +/- 6 seconds.
 AW1556
 AW1556.The orthometric height was determined by differential leveling
 AW1556.and adjusted by the National Geodetic Survey in June 1991..
 AW1556
 AW1556.This Tidal Bench Mark is designated as VM 11218
 AW1556.by the Center for Operational Oceanographic Products and Services.
 AW1556
 AW1556.The geoid height was determined by GEOID03.
 AW1556
 AW1556.The dynamic height is computed by dividing the NAVD 88
 AW1556.geopotential number by the normal gravity value computed on the
 AW1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1556.degrees latitude (g = 980.6199 gals.).
 AW1556
 AW1556.The modeled gravity was interpolated from observed gravity values.
 AW1556
 AW1556;                    North         East    Units  Estimated Accuracy
 AW1556;SPC TXSC     - 4,211,480.      988,480.      MT  (+/- 180 meters Scaled)
 AW1556
 AW1556                          SUPERSEDED SURVEY CONTROL
 AW1556
 AW1556  NGVD 29 (12/23/87)    4.364  (m)           14.32   (f) ADJUSTED    1 2
 AW1556
 AW1556.Superseded values are not recommended for survey control.
 AW1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1556.See file dsdata.txt to determine how the superseded data were derived.
 AW1556
 AW1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN078851(NAD 83)
 AW1556_MARKER: DB = BENCH MARK DISK
 AW1556_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1556_SP_SET: BRIDGE ABUTMENT
 AW1556_STAMPING: E 1201 1973
 AW1556_MARK LOGO: NGS   
 AW1556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1556+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003
 AW1556
 AW1556  HISTORY     - Date     Condition        Report By
 AW1556  HISTORY     - 1973     MONUMENTED       NGS
 AW1556  HISTORY     - 1973     GOOD             NGS
 AW1556  HISTORY     - 1978     GOOD             NGS
 AW1556  HISTORY     - 1983     GOOD             NGS
 AW1556  HISTORY     - 1987     GOOD             USPSQD
 AW1556  HISTORY     - 1987     GOOD             USPSQD
 AW1556  HISTORY     - 1987     GOOD             NGS
 AW1556  HISTORY     - 1988     GOOD             USPSQD
 AW1556  HISTORY     - 19971115 GOOD             USPSQD
 AW1556  HISTORY     - 20031126 GOOD             USPSQD
 AW1556
 AW1556                          STATION DESCRIPTION
 AW1556
 AW1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1556'2.5 MI ENE FROM LA PORTE.
 AW1556'FROM THE INTERSECTION OF STATE HIGHWAY 146 AND E. MAIN STREET, LOCATED
 AW1556'ON THE EAST EDGE OF LA PORTE, GO EASTERLY ON E. MAIN STREET, FOR 2.1
 AW1556'MILES TO FORK, KEEP THE RIGHT FORK AND CONTINUE EASTERLY FOR 0.2 MILE
 AW1556'TO THE MORGAN POINT CONTAINER TERMINAL DOCK AND MARK.  A STANDARD
 AW1556'BENCH MARK DISK, SET IN A DRILL HOLE, AT THE SOUTH END OF THE EAST
 AW1556'WING OF HEAD-WALL, OF THE ENTRANCE RAMP OR THE WEST 1 OF 2 RAMPS
 AW1556'LEADING TO DOCK AND IS STAMPED E 1201 1973.
 AW1556
 AW1556                          STATION RECOVERY (1978)
 AW1556
 AW1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1556'RECOVERED IN GOOD CONDITION.
 AW1556
 AW1556                          STATION RECOVERY (1983)
 AW1556
 AW1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1556'RECOVERED IN GOOD CONDITION.
 AW1556
 AW1556                          STATION RECOVERY (1987)
 AW1556
 AW1556'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1556'RECOVERED IN GOOD CONDITION.
 AW1556
 AW1556                          STATION RECOVERY (1987)
 AW1556
 AW1556'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1556'RECOVERED IN GOOD CONDITION.
 AW1556
 AW1556                          STATION RECOVERY (1987)
 AW1556
 AW1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1556'RECOVERED IN GOOD CONDITION.
 AW1556
 AW1556                          STATION RECOVERY (1988)
 AW1556
 AW1556'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1556'RECOVERED IN GOOD CONDITION.
 AW1556
 AW1556                          STATION RECOVERY (1997)
 AW1556
 AW1556'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1556'RECOVERED IN GOOD CONDITION.
 AW1556
 AW1556                          STATION RECOVERY (2003)
 AW1556
 AW1556'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0352 ***********************************************************************
 BL0352  DESIGNATION -  E 1202
 BL0352  PID         -  BL0352
 BL0352  STATE/COUNTY-  TX/LIBERTY
 BL0352  USGS QUAD   -  DAYTON (1984)
 BL0352
 BL0352                         *CURRENT SURVEY CONTROL
 BL0352  ___________________________________________________________________
 BL0352* NAD 83(1986)-  30 00 32.     (N)    094 56 19.     (W)     SCALED    
 BL0352* NAVD 88     -        19.695  (meters)      64.62   (feet)  ADJUSTED  
 BL0352  ___________________________________________________________________
 BL0352  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0352  DYNAMIC HT  -          19.668 (meters)      64.53  (feet)  COMP
 BL0352  MODELED GRAV-     979,306.2   (mgal)                       NAVD 88
 BL0352  OBS GRAVITY -     979,305.7   (mgal)                       GRAV_OBS
 BL0352
 BL0352  VERT ORDER  -  FIRST     CLASS I
 BL0352
 BL0352.The horizontal coordinates were scaled from a topographic map and have
 BL0352.an estimated accuracy of +/- 6 seconds.
 BL0352
 BL0352.The orthometric height was determined by differential leveling
 BL0352.and adjusted by the National Geodetic Survey in June 1991..
 BL0352
 BL0352.The geoid height was determined by GEOID03.
 BL0352
 BL0352.The dynamic height is computed by dividing the NAVD 88
 BL0352.geopotential number by the normal gravity value computed on the
 BL0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0352.degrees latitude (g = 980.6199 gals.).
 BL0352
 BL0352.The modeled gravity was interpolated from observed gravity values.
 BL0352.The observed gravity was obtained from relative gravimeter ties
 BL0352.to the IGSN71 gravity network.
 BL0352
 BL0352;                    North         East    Units  Estimated Accuracy
 BL0352;SPC TX C     - 3,050,560.    1,220,280.      MT  (+/- 180 meters Scaled)
 BL0352
 BL0352                          SUPERSEDED SURVEY CONTROL
 BL0352
 BL0352  NGVD 29 (12/23/87)   19.696  (m)           64.62   (f) ADJUSTED    1 1
 BL0352
 BL0352.Superseded values are not recommended for survey control.
 BL0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0352.See file dsdata.txt to determine how the superseded data were derived.
 BL0352
 BL0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP130213(NAD 83)
 BL0352_MARKER: DB = BENCH MARK DISK
 BL0352_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BL0352+WITH SETTING: INTO GROUND
 BL0352_SP_SET: METAL ROD WITH BASE PLATE
 BL0352_STAMPING: E 1202 1972
 BL0352_MARK LOGO: NGS   
 BL0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0352+STABILITY: SURFACE MOTION
 BL0352
 BL0352  HISTORY     - Date     Condition        Report By
 BL0352  HISTORY     - 1972     MONUMENTED       NGS
 BL0352  HISTORY     - 1973     GOOD             NGS
 BL0352  HISTORY     - 1978     GOOD             NGS
 BL0352  HISTORY     - 1987     GOOD             NGS
 BL0352  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL0352  HISTORY     - 20050216 MARK NOT FOUND   USPSQD
 BL0352  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL0352
 BL0352                          STATION DESCRIPTION
 BL0352
 BL0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0352'3.9 MI SW FROM DAYTON.
 BL0352'ABOUT 3.9 MILES SOUTHWEST ALONG US HIGHWAY 90 FROM THE HIGH SCHOOL AT
 BL0352'DAYTON, 128 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHWESTBOUND
 BL0352'LANE OF THE HIGHWAY, ABOUT 0.1 MILE SOUTHWEST OF A 24-FOOT CONCRETE
 BL0352'BOX CULVERT FOR THE HIGHWAY AND A RAILROAD BRIDGE, OVER A WIDE
 BL0352'DRAINAGE DITCH, 32.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 1/2 FEET
 BL0352'NORTHEAST OF THE 4TH TELEGRAPH POLE NORTHEAST OF MILEPOST 331 AND IN
 BL0352'LINE WITH THE ROW OF POLES, 0.8 FOOT SOUTHWEST OF A METAL WITNESS
 BL0352'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, ABOUT LEVEL WITH THE
 BL0352'HIGHWAY AND IS A DISK ON TOP OF A 5/8-INCH FOUR-FOOT LENGTH OF COPPER
 BL0352'COATED STEEL ROD WITH BASE PLATE AND PROJECTS 0.2 FOOT ABOVE THE LEVEL
 BL0352'OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS
 BL0352'0.5 FOOT.
 BL0352
 BL0352                          STATION RECOVERY (1978)
 BL0352
 BL0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0352'RECOVERED IN GOOD CONDITION.
 BL0352
 BL0352                          STATION RECOVERY (1987)
 BL0352
 BL0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0352'RECOVERED IN GOOD CONDITION.
 BL0352
 BL0352                          STATION RECOVERY (1996)
 BL0352
 BL0352'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0352'MARK NOT FOUND.
 BL0352
 BL0352                          STATION RECOVERY (2005)
 BL0352
 BL0352'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0352'MARK NOT FOUND.
 BL0352
 BL0352                          STATION RECOVERY (2005)
 BL0352
 BL0352'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0228 ***********************************************************************
 AW0228  DESIGNATION -  E 1203
 AW0228  PID         -  AW0228
 AW0228  STATE/COUNTY-  TX/HARRIS
 AW0228  USGS QUAD   -  HUMBLE (1995)
 AW0228
 AW0228                         *CURRENT SURVEY CONTROL
 AW0228  ___________________________________________________________________
 AW0228* NAD 83(1986)-  29 53 11.     (N)    095 22 07.     (W)     SCALED    
 AW0228* NAVD 88     -        21.73   (+/-2cm)      71.3    (feet)  VERTCON   
 AW0228  ___________________________________________________________________
 AW0228  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW0228
 AW0228  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0228
 AW0228.The horizontal coordinates were scaled from a topographic map and have
 AW0228.an estimated accuracy of +/- 6 seconds.
 AW0228
 AW0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0228.The vertical order pertains to the NGVD 29 superseded value.
 AW0228
 AW0228.The geoid height was determined by GEOID03.
 AW0228
 AW0228;                    North         East    Units  Estimated Accuracy
 AW0228;SPC TXSC     - 4,232,980.      950,690.      MT  (+/- 180 meters Scaled)
 AW0228
 AW0228                          SUPERSEDED SURVEY CONTROL
 AW0228
 AW0228  NGVD 29 (??/??/92)   21.728  (m)           71.29   (f) ADJ UNCH    1 1
 AW0228
 AW0228.Superseded values are not recommended for survey control.
 AW0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0228.See file dsdata.txt to determine how the superseded data were derived.
 AW0228
 AW0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP712085(NAD 83)
 AW0228_MARKER: DB = BENCH MARK DISK
 AW0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0228_SP_SET: ROD
 AW0228_STAMPING: E 1203 1973
 AW0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0228
 AW0228  HISTORY     - Date     Condition        Report By
 AW0228  HISTORY     - 1973     MONUMENTED       NGS
 AW0228  HISTORY     - 1978     GOOD             NGS
 AW0228  HISTORY     - 1978     GOOD             NGS
 AW0228  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0228  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 AW0228
 AW0228                          STATION DESCRIPTION
 AW0228
 AW0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0228'9.05 MI N FROM HOUSTON.
 AW0228'ABOUT 2.8 MILES NORTHEAST AND NORTH ALONG THE SOUTHERN PACIFIC
 AW0228'RAILROAD FROM THE SOUTHERN PACIFIC RAILROAD STATION THENCE 6.25 MILES
 AW0228'NORTH ALONG THE MISSOURI-PACIFIC RAILROAD, ABOUT 0.2 MILE SOUTH OF THE
 AW0228'GULFBANK RD. CROSSING, 44 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 AW0228'HARDY ST., 32.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.2 FEET
 AW0228'NORTHWEST OF A TELEPHONE POLE, 0.8 FOOT SOUTHEAST OF A METAL WITNESS
 AW0228'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL, AND SET ON TOP OF A
 AW0228'4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD AND PROTECTED BY A
 AW0228'6-INCH METAL PIPE WHICH PROJECTS 0.2 FOOT.
 AW0228
 AW0228                          STATION RECOVERY (1978)
 AW0228
 AW0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0228'RECOVERED IN GOOD CONDITION.
 AW0228
 AW0228                          STATION RECOVERY (1978)
 AW0228
 AW0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0228'RECOVERED IN GOOD CONDITION.
 AW0228
 AW0228                          STATION RECOVERY (1986)
 AW0228
 AW0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0228'THERE IS CONSTRUCTION AT THIS LOCATION.
 AW0228
 AW0228                          STATION RECOVERY (2004)
 AW0228
 AW0228'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1314 ***********************************************************************
 AW1314  DESIGNATION -  E 1204
 AW1314  PID         -  AW1314
 AW1314  STATE/COUNTY-  TX/GALVESTON
 AW1314  USGS QUAD   -  TEXAS CITY (1994)
 AW1314
 AW1314                         *CURRENT SURVEY CONTROL
 AW1314  ___________________________________________________________________
 AW1314* NAD 83(1986)-  29 27 44.     (N)    094 56 56.     (W)     SCALED    
 AW1314* NAVD 88     -         1.917  (meters)       6.29   (feet)  ADJUSTED  
 AW1314  ___________________________________________________________________
 AW1314  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW1314  DYNAMIC HT  -           1.914 (meters)       6.28  (feet)  COMP
 AW1314  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 AW1314
 AW1314  VERT ORDER  -  FIRST     CLASS II
 AW1314
 AW1314.The horizontal coordinates were scaled from a topographic map and have
 AW1314.an estimated accuracy of +/- 6 seconds.
 AW1314
 AW1314.The orthometric height was determined by differential leveling
 AW1314.and adjusted by the National Geodetic Survey in June 1991..
 AW1314
 AW1314.The geoid height was determined by GEOID03.
 AW1314
 AW1314.The dynamic height is computed by dividing the NAVD 88
 AW1314.geopotential number by the normal gravity value computed on the
 AW1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1314.degrees latitude (g = 980.6199 gals.).
 AW1314
 AW1314.The modeled gravity was interpolated from observed gravity values.
 AW1314
 AW1314;                    North         East    Units  Estimated Accuracy
 AW1314;SPC TXSC     - 4,187,330.      992,840.      MT  (+/- 180 meters Scaled)
 AW1314
 AW1314                          SUPERSEDED SURVEY CONTROL
 AW1314
 AW1314  NGVD 29 (12/23/87)    1.914  (m)            6.28   (f) ADJUSTED    1 2
 AW1314
 AW1314.Superseded values are not recommended for survey control.
 AW1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1314.See file dsdata.txt to determine how the superseded data were derived.
 AW1314
 AW1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN110607(NAD 83)
 AW1314_MARKER: DB = BENCH MARK DISK
 AW1314_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1314_SP_SET: COPPER-CLAD STEEL ROD
 AW1314_STAMPING: E 1204 1973
 AW1314_MARK LOGO: NGS   
 AW1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1314+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AW1314
 AW1314  HISTORY     - Date     Condition        Report By
 AW1314  HISTORY     - 1973     MONUMENTED       NGS
 AW1314  HISTORY     - 1978     GOOD             NGS
 AW1314  HISTORY     - 1986     GOOD             NGS
 AW1314  HISTORY     - 1990     GOOD             USPSQD
 AW1314  HISTORY     - 19940423 GOOD             USPSQD
 AW1314  HISTORY     - 20040130 GOOD             USPSQD
 AW1314
 AW1314                          STATION DESCRIPTION
 AW1314
 AW1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1314'8.5 MI SE FROM KEMAH.
 AW1314'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 AW1314'KEMAH, THENCE 1.5 MILES EAST ALONG A GRAVELED ROAD ALONG A LEVEE, 0.2
 AW1314'MILE NORTHEAST OF DOUBLE GATES AND TWO RAMPS LEADING DOWN FROM THE
 AW1314'LEVEE, 111 FEET NORTH OF THE CENTER LINE OF THE ROAD MEASURED IN THE
 AW1314'CENTER OF A CURVE IN THE ROAD, 259 FEET SOUTHEAST OF A FENCE, ABOUT 12
 AW1314'FEET LOWER THAN THE ROAD, BETWEEN TWO WITNESS POST, A DISK ON THE TOP
 AW1314'OF A COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 24
 AW1314'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH IRON PIPE
 AW1314'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 AW1314
 AW1314                          STATION RECOVERY (1978)
 AW1314
 AW1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1314'RECOVERED IN GOOD CONDITION.
 AW1314
 AW1314                          STATION RECOVERY (1986)
 AW1314
 AW1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1314'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  11.3 KM (7.0
 AW1314'MI) SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE IN KEMAH,
 AW1314'THENCE 2.4 KM (1.5 MI) EAST ALONG A PAVED ROAD ON TOP OF A LEVEE TO
 AW1314'THE MARK ON THE LEFT AT A CURVE IN THE ROAD, 32.31 METERS (106.0 FT)
 AW1314'NORTH-NORTHEAST OF THE CENTER OF THE LEVEE ROAD, 2.89 METERS (9.5 FT)
 AW1314'NORTH-NORTHEAST OF THE CUT GRASS LINE ALONG THE LEVEE.  NOTE--A KEY
 AW1314'WILL HAVE TO BE OBTAINED FROM THE SEAWALL SUPERINTENTENT (MR. DOWDY)
 AW1314'AT 948-4231 TO GAIN ACCESS TO THE MARK.
 AW1314'THE MARK IS 1.45 METERS  NNE FROM  A WITNESS POST
 AW1314
 AW1314                          STATION RECOVERY (1990)
 AW1314
 AW1314'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1314'RECOVERED IN GOOD CONDITION.
 AW1314
 AW1314                          STATION RECOVERY (1994)
 AW1314
 AW1314'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1314'RECOVERED IN GOOD CONDITION.
 AW1314
 AW1314                          STATION RECOVERY (2004)
 AW1314
 AW1314'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1557 ***********************************************************************
 AW1557  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1557  DESIGNATION -  E 1205
 AW1557  PID         -  AW1557
 AW1557  STATE/COUNTY-  TX/HARRIS
 AW1557  USGS QUAD   -  MORGANS POINT (1993)
 AW1557
 AW1557                         *CURRENT SURVEY CONTROL
 AW1557  ___________________________________________________________________
 AW1557* NAD 83(1986)-  29 40 37.     (N)    094 58 53.     (W)     SCALED    
 AW1557* NAVD 88     -         1.086  (meters)       3.56   (feet)  ADJUSTED  
 AW1557  ___________________________________________________________________
 AW1557  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1557  DYNAMIC HT  -           1.085 (meters)       3.56  (feet)  COMP
 AW1557  MODELED GRAV-     979,282.8   (mgal)                       NAVD 88
 AW1557
 AW1557  VERT ORDER  -  FIRST     CLASS II
 AW1557
 AW1557.The horizontal coordinates were scaled from a topographic map and have
 AW1557.an estimated accuracy of +/- 6 seconds.
 AW1557
 AW1557.The orthometric height was determined by differential leveling
 AW1557.and adjusted by the National Geodetic Survey in June 1991..
 AW1557
 AW1557.This Tidal Bench Mark is designated as VM 11219
 AW1557.by the Center for Operational Oceanographic Products and Services.
 AW1557
 AW1557.The geoid height was determined by GEOID03.
 AW1557
 AW1557.The dynamic height is computed by dividing the NAVD 88
 AW1557.geopotential number by the normal gravity value computed on the
 AW1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1557.degrees latitude (g = 980.6199 gals.).
 AW1557
 AW1557.The modeled gravity was interpolated from observed gravity values.
 AW1557
 AW1557;                    North         East    Units  Estimated Accuracy
 AW1557;SPC TXSC     - 4,211,000.      988,870.      MT  (+/- 180 meters Scaled)
 AW1557
 AW1557                          SUPERSEDED SURVEY CONTROL
 AW1557
 AW1557  NGVD 29 (12/23/87)    1.083  (m)            3.55   (f) ADJUSTED    1 2
 AW1557
 AW1557.Superseded values are not recommended for survey control.
 AW1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1557.See file dsdata.txt to determine how the superseded data were derived.
 AW1557
 AW1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN082846(NAD 83)
 AW1557_MARKER: DB = BENCH MARK DISK
 AW1557_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1557_SP_SET: COPPER-CLAD STEEL ROD
 AW1557_STAMPING: E 1205 1973
 AW1557_MARK LOGO: NGS   
 AW1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1557
 AW1557  HISTORY     - Date     Condition        Report By
 AW1557  HISTORY     - 1973     MONUMENTED       NGS
 AW1557  HISTORY     - 1978     GOOD             NGS
 AW1557  HISTORY     - 1983     GOOD             NGS
 AW1557  HISTORY     - 1987     GOOD             USPSQD
 AW1557  HISTORY     - 1987     GOOD             USPSQD
 AW1557  HISTORY     - 1987     GOOD             NGS
 AW1557  HISTORY     - 1990     GOOD             USPSQD
 AW1557
 AW1557                          STATION DESCRIPTION
 AW1557
 AW1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1557'0.45 MI SE FROM MORGANS POINT.
 AW1557'ABOUT 0.45 MILE SOUTHEAST ALONG THE SOUTHWEST BANK OF THE HOUSTON SHIP
 AW1557'CHANNEL FROM THE BARBOUR CUT CB MOORING FACILITY AT MORGANS POINT,
 AW1557'ABOUT 114 FEET NORTHEAST OF THE CENTER LINE OF A SHELL ROAD, ABOUT 180
 AW1557'FEET WEST OF A TIDE GUAGE ON TOP OF A CONCRETE PILING AND 30 FEET OUT
 AW1557'IN THE WATER, 1.4 FEET NORTH OF THE EAST PIPE CORNER POST IN A CHAIN
 AW1557'LINK FENCE SURROUNDING A METAL BUILDING OF THE MARINE LAB - SAN
 AW1557'JACINTO JUNIOR COLLEGE, 0.6 FOOT NORTHEAST OF A CHAIN LINK FENCE, AND
 AW1557'IS A DISK ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD WHICH IS 1 INCH
 AW1557'ABOVE THE LEVEL OF THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE
 AW1557'WHICH PROJECTS 5 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 AW1557'ALSO, 0.3 FOOT WEST OF A METAL WITNESS POST.
 AW1557
 AW1557                          STATION RECOVERY (1978)
 AW1557
 AW1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1557'RECOVERED IN GOOD CONDITION.
 AW1557
 AW1557                          STATION RECOVERY (1983)
 AW1557
 AW1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1557'REC0VERED AS DESCRIBED.
 AW1557
 AW1557                          STATION RECOVERY (1987)
 AW1557
 AW1557'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1557'RECOVERED IN GOOD CONDITION.
 AW1557
 AW1557                          STATION RECOVERY (1987)
 AW1557
 AW1557'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1557'RECOVERED IN GOOD CONDITION.
 AW1557
 AW1557                          STATION RECOVERY (1987)
 AW1557
 AW1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1557'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 AW1557'WITNESS POST MENTIONED THEREIN NO LONGER EXIST.
 AW1557
 AW1557                          STATION RECOVERY (1990)
 AW1557
 AW1557'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0059 ***********************************************************************
 AN0059  DESIGNATION -  E 1206
 AN0059  PID         -  AN0059
 AN0059  STATE/COUNTY-  TX/MATAGORDA
 AN0059  USGS QUAD   -  MARKHAM (1995)
 AN0059
 AN0059                         *CURRENT SURVEY CONTROL
 AN0059  ___________________________________________________________________
 AN0059* NAD 83(1986)-  28 53 49.     (N)    096 02 52.     (W)     SCALED    
 AN0059* NAVD 88     -        12.51   (+/-2cm)      41.0    (feet)  VERTCON   
 AN0059  ___________________________________________________________________
 AN0059  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0059  OBS GRAVITY -     979,230.1   (mgal)                       GRAV_OBS
 AN0059
 AN0059  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0059
 AN0059.The horizontal coordinates were scaled from a topographic map and have
 AN0059.an estimated accuracy of +/- 6 seconds.
 AN0059
 AN0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0059.The vertical order pertains to the NGVD 29 superseded value.
 AN0059
 AN0059.The geoid height was determined by GEOID03.
 AN0059.The observed gravity was obtained from relative gravimeter ties
 AN0059.to the IGSN71 gravity network.
 AN0059
 AN0059;                    North         East    Units  Estimated Accuracy
 AN0059;SPC TXSC     - 4,121,510.      887,890.      MT  (+/- 180 meters Scaled)
 AN0059
 AN0059                          SUPERSEDED SURVEY CONTROL
 AN0059
 AN0059  NGVD 29 (??/??/92)   12.552  (m)           41.18   (f) ADJ UNCH    1 1
 AN0059
 AN0059.Superseded values are not recommended for survey control.
 AN0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0059.See file dsdata.txt to determine how the superseded data were derived.
 AN0059
 AN0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT878001(NAD 83)
 AN0059_MARKER: DB = BENCH MARK DISK
 AN0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0059_STAMPING: E 1206 1972
 AN0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0059+STABILITY: SURFACE MOTION
 AN0059
 AN0059  HISTORY     - Date     Condition        Report By
 AN0059  HISTORY     - 1972     MONUMENTED       NGS
 AN0059  HISTORY     - 1978     GOOD             NGS
 AN0059  HISTORY     - 1991     GOOD             USPSQD
 AN0059  HISTORY     - 19991015 GOOD             USPSQD
 AN0059
 AN0059                          STATION DESCRIPTION
 AN0059
 AN0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0059'10.4 MI E FROM BLESSING.
 AN0059'10.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0059'OF THE SOUTHERN PACIFIC RAILROAD AT BLESSING, AT BUCKEYE, AT THE
 AN0059'CROSSING OF FARM ROAD 1468, 109.2 FEET SOUTH OF THE SOUTH RAIL OF THE
 AN0059'MAIN TRACK, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, 210 FEET
 AN0059'SOUTH AND ACROSS THE RAILROAD FROM BENCH MARK E 51, 1 1/2 FEET NORTH
 AN0059'OF A FENCE CORNER POST, 90 FEET WEST AND ACROSS THE ROAD FROM A POWER
 AN0059'POLE BEARING A TRANSFORMERM, 37 FEET NORTHWEST OF THE CENTER OF THE
 AN0059'WEST END OF AN 18-INCH PIPE CULVERT UNDER THE ROAD, 101 FEET SOUTH OF
 AN0059'THE SOUTH EDGE OF THE CONCRETE BASE OF A SEMAPHORE, 1.7 FEET NORTH OF
 AN0059'A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 AN0059'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 AN0059'GRADUAL REFUSAL AT A DEPTH OF 25 FEET.  THE UPPER PORTION OF THE ROD
 AN0059'IS ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AN0059
 AN0059                          STATION RECOVERY (1978)
 AN0059
 AN0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0059'RECOVERED IN GOOD CONDITION.
 AN0059
 AN0059                          STATION RECOVERY (1991)
 AN0059
 AN0059'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0059'RECOVERED IN GOOD CONDITION.
 AN0059
 AN0059                          STATION RECOVERY (1999)
 AN0059
 AN0059'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0018 ***********************************************************************
 AN0018  DESIGNATION -  E 1207
 AN0018  PID         -  AN0018
 AN0018  STATE/COUNTY-  TX/JACKSON
 AN0018  USGS QUAD   -  FRANCITAS (1995)
 AN0018
 AN0018                         *CURRENT SURVEY CONTROL
 AN0018  ___________________________________________________________________
 AN0018* NAD 83(1986)-  28 51 30.     (N)    096 20 58.     (W)     SCALED    
 AN0018* NAVD 88     -        10.06   (+/-2cm)      33.0    (feet)  VERTCON   
 AN0018  ___________________________________________________________________
 AN0018  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN0018
 AN0018  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0018
 AN0018.The horizontal coordinates were scaled from a topographic map and have
 AN0018.an estimated accuracy of +/- 6 seconds.
 AN0018
 AN0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0018.The vertical order pertains to the NGVD 29 superseded value.
 AN0018
 AN0018.The geoid height was determined by GEOID03.
 AN0018
 AN0018;                    North         East    Units  Estimated Accuracy
 AN0018;SPC TXSC     - 4,116,530.      858,570.      MT  (+/- 180 meters Scaled)
 AN0018
 AN0018                          SUPERSEDED SURVEY CONTROL
 AN0018
 AN0018  NGVD 29 (??/??/92)   10.116  (m)           33.19   (f) ADJ UNCH    1 1
 AN0018
 AN0018.Superseded values are not recommended for survey control.
 AN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0018.See file dsdata.txt to determine how the superseded data were derived.
 AN0018
 AN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS585951(NAD 83)
 AN0018_MARKER: DB = BENCH MARK DISK
 AN0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0018_SP_SET: CULVERT
 AN0018_STAMPING: E 1207 1972
 AN0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0018
 AN0018  HISTORY     - Date     Condition        Report By
 AN0018  HISTORY     - 1972     MONUMENTED       NGS
 AN0018  HISTORY     - 1978     GOOD             NGS
 AN0018  HISTORY     - 1991     GOOD             USPSQD
 AN0018
 AN0018                          STATION DESCRIPTION
 AN0018
 AN0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0018'7.15 MI E FROM LA WARD.
 AN0018'7.15 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0018'OF STATE HIGHWAY 172 AT LA WARD, OPPOSITE RAILROAD BRIDGE 256.8, IN
 AN0018'THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A 6- BY 18
 AN0018'FOOT CULVERT UNDER FARM-TO-MARKET ROAD 616, 21 FEET NORTH OF THE
 AN0018'CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AN0018
 AN0018                          STATION RECOVERY (1978)
 AN0018
 AN0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0018'RECOVERED IN GOOD CONDITION.
 AN0018
 AN0018                          STATION RECOVERY (1991)
 AN0018
 AN0018'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0183 ***********************************************************************
 AW0183  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0183  DESIGNATION -  E 1208
 AW0183  PID         -  AW0183
 AW0183  STATE/COUNTY-  TX/HARRIS
 AW0183  USGS QUAD   -  PARK PLACE (1995)
 AW0183
 AW0183                         *CURRENT SURVEY CONTROL
 AW0183  ___________________________________________________________________
 AW0183* NAD 83(1993)-  29 37 48.79179(N)    095 18 26.44605(W)     ADJUSTED  
 AW0183* NAVD 88     -        13.19   (meters)      43.3    (feet)  GPS OBS   
 AW0183  ___________________________________________________________________
 AW0183  X           -    -513,238.092 (meters)                     COMP
 AW0183  Y           -  -5,524,836.928 (meters)                     COMP
 AW0183  Z           -   3,134,802.663 (meters)                     COMP
 AW0183  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW0183  ELLIP HEIGHT-         -13.98  (meters)          (12/03/01) GPS OBS
 AW0183  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW0183  DYNAMIC HT  -          13.17  (meters)      43.2   (feet)  COMP
 AW0183  MODELED GRAV-     979,274.7   (mgal)                       NAVD 88
 AW0183
 AW0183  HORZ ORDER  -  FIRST
 AW0183  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0183  ELLP ORDER  -  FOURTH    CLASS II
 AW0183
 AW0183.The horizontal coordinates were established by GPS observations
 AW0183.and adjusted by the National Geodetic Survey in December 2001..
 AW0183
 AW0183.The orthometric height was determined by GPS observations and a
 AW0183.high-resolution geoid model using precise GPS observation and
 AW0183.processing techniques. It supersedes the leveled height previously
 AW0183.determined for this station.
 AW0183.WARNING-GPS observations at this control monument resulted in a GPS
 AW0183.derived orthometric height which differed from the leveled height by
 AW0183.more than one decimeter (0.1 meter).
 AW0183.The vertical order pertains to the first NAVD 88 superseded value.
 AW0183
 AW0183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0183
 AW0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0183
 AW0183.The ellipsoidal height was determined by GPS observations
 AW0183.and is referenced to NAD 83.
 AW0183
 AW0183.The geoid height was determined by GEOID03.
 AW0183
 AW0183.The dynamic height is computed by dividing the NAVD 88
 AW0183.geopotential number by the normal gravity value computed on the
 AW0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0183.degrees latitude (g = 980.6199 gals.).
 AW0183
 AW0183.The modeled gravity was interpolated from observed gravity values.
 AW0183
 AW0183;                    North         East     Units Scale Factor Converg.
 AW0183;SPC TXSC     - 4,204,787.642   957,500.342   MT  0.99987648   +1 48 32.7
 AW0183;SPC TXSC     -13,795,207.46  3,141,399.04   sFT  0.99987648   +1 48 32.7
 AW0183;UTM  15      - 3,280,036.471   276,610.318   MT  1.00021577   -1 08 28.4
 AW0183
 AW0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0183!SPC TXSC     -   1.00000220  x   0.99987648  =   0.99987868
 AW0183!UTM  15      -   1.00000220  x   1.00021577  =   1.00021797
 AW0183
 AW0183                          SUPERSEDED SURVEY CONTROL
 AW0183
 AW0183  ELLIP H (10/25/00)  -14.02   (m)                       GP(       ) 4 1
 AW0183  NAD 83(1993)-  29 37 48.79281(N)    095 18 26.44591(W) AD(       ) 1
 AW0183  ELLIP H (10/17/96)  -13.89   (m)                       GP(       ) 3 1
 AW0183  NAVD 88 (06/15/91)   13.234  (m)           43.42   (f) ADJUSTED    1 1
 AW0183  NGVD 29 (12/23/87)   13.230  (m)           43.41   (f) ADJUSTED    1 1
 AW0183
 AW0183.Superseded values are not recommended for survey control.
 AW0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0183.See file dsdata.txt to determine how the superseded data were derived.
 AW0183
 AW0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7661080036(NAD 83)
 AW0183_MARKER: DB = BENCH MARK DISK
 AW0183_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0183_SP_SET: COPPER-CLAD STEEL ROD
 AW0183_STAMPING: E 1208 1973
 AW0183_MARK LOGO: NGS   
 AW0183_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0183+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW0183
 AW0183  HISTORY     - Date     Condition        Report By
 AW0183  HISTORY     - 1973     MONUMENTED       NGS
 AW0183  HISTORY     - 1978     GOOD             NGS
 AW0183  HISTORY     - 1978     GOOD             NGS
 AW0183  HISTORY     - 1986     GOOD             NGS
 AW0183  HISTORY     - 1987     GOOD             USPSQD
 AW0183  HISTORY     - 1987     GOOD             USPSQD
 AW0183  HISTORY     - 1988     GOOD             USPSQD
 AW0183  HISTORY     - 1988     GOOD             USPSQD
 AW0183  HISTORY     - 1989     GOOD             USPSQD
 AW0183  HISTORY     - 1989     GOOD             USPSQD
 AW0183  HISTORY     - 1989     GOOD             USPSQD
 AW0183  HISTORY     - 1989     GOOD             USPSQD
 AW0183  HISTORY     - 1989     GOOD             USPSQD
 AW0183  HISTORY     - 1989     GOOD             USPSQD
 AW0183  HISTORY     - 1990     GOOD             USPSQD
 AW0183  HISTORY     - 19950413 GOOD             HGCSD
 AW0183  HISTORY     - 19950624 GOOD             USPSQD
 AW0183  HISTORY     - 20050217 GOOD             USPSQD
 AW0183
 AW0183                          STATION DESCRIPTION
 AW0183
 AW0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0183'0.6 MI N FROM MYKAWA.
 AW0183'0.6 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0183'THE CROSSING OF ALMEDA-GENOA ROAD AT MYKAWA, 40.3 FEET WEST OF THE
 AW0183'WEST RAIL OF THE MAIN TRACK, 35 FEET EAST OF THE CENTER LINE OF MYKAWA
 AW0183'ROAD, 25 FEET NORTH OF THE EXTENDED CENTER LINE OF CARSON ROAD, A DISK
 AW0183'ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH WAS DRIVEN TO GRADUAL
 AW0183'REFUSAL AT 94 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A IRON
 AW0183'PIPE, 0.8 FOOT SOUTH OF A WITNESS POST, 4-INCHES UNDERGROUND, AND
 AW0183'ABOUT 4 FEET LOWER THAN THE TRACK.
 AW0183
 AW0183                          STATION RECOVERY (1978)
 AW0183
 AW0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (1978)
 AW0183
 AW0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (1986)
 AW0183
 AW0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0183'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--11.2 M
 AW0183'(36.7 FT) SOUTH OF A UTILITY POLE.
 AW0183
 AW0183                          STATION RECOVERY (1987)
 AW0183
 AW0183'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (1987)
 AW0183
 AW0183'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (1988)
 AW0183
 AW0183'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (1988)
 AW0183
 AW0183'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (1989)
 AW0183
 AW0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (1989)
 AW0183
 AW0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (1989)
 AW0183
 AW0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (1989)
 AW0183
 AW0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (1989)
 AW0183
 AW0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (1989)
 AW0183
 AW0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (1990)
 AW0183
 AW0183'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (1995)
 AW0183
 AW0183'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0183'RECOVERED AS DESCRIBED.
 AW0183
 AW0183                          STATION RECOVERY (1995)
 AW0183
 AW0183'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0183'RECOVERED IN GOOD CONDITION.
 AW0183
 AW0183                          STATION RECOVERY (2005)
 AW0183
 AW0183'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0498 ***********************************************************************
 AW0498  DESIGNATION -  E 1209
 AW0498  PID         -  AW0498
 AW0498  STATE/COUNTY-  TX/GALVESTON
 AW0498  USGS QUAD   -  ALGOA (1974)
 AW0498
 AW0498                         *CURRENT SURVEY CONTROL
 AW0498  ___________________________________________________________________
 AW0498* NAD 83(1986)-  29 24 11.     (N)    095 10 45.     (W)     SCALED    
 AW0498* NAVD 88     -        11.061  (meters)      36.29   (feet)  ADJUSTED  
 AW0498  ___________________________________________________________________
 AW0498  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW0498  DYNAMIC HT  -          11.045 (meters)      36.24  (feet)  COMP
 AW0498  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 AW0498  OBS GRAVITY -     979,266.4   (mgal)                       GRAV_OBS
 AW0498
 AW0498  VERT ORDER  -  FIRST     CLASS I
 AW0498
 AW0498.The horizontal coordinates were scaled from a topographic map and have
 AW0498.an estimated accuracy of +/- 6 seconds.
 AW0498
 AW0498.The orthometric height was determined by differential leveling
 AW0498.and adjusted by the National Geodetic Survey in June 1991..
 AW0498
 AW0498.The geoid height was determined by GEOID03.
 AW0498
 AW0498.The dynamic height is computed by dividing the NAVD 88
 AW0498.geopotential number by the normal gravity value computed on the
 AW0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0498.degrees latitude (g = 980.6199 gals.).
 AW0498
 AW0498.The modeled gravity was interpolated from observed gravity values.
 AW0498.The observed gravity was obtained from relative gravimeter ties
 AW0498.to the IGSN71 gravity network.
 AW0498
 AW0498;                    North         East    Units  Estimated Accuracy
 AW0498;SPC TXSC     - 4,180,020.      970,730.      MT  (+/- 180 meters Scaled)
 AW0498
 AW0498                          SUPERSEDED SURVEY CONTROL
 AW0498
 AW0498  NGVD 29 (12/23/87)   11.057  (m)           36.28   (f) ADJUSTED    1 1
 AW0498
 AW0498.Superseded values are not recommended for survey control.
 AW0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0498.See file dsdata.txt to determine how the superseded data were derived.
 AW0498
 AW0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN885546(NAD 83)
 AW0498_MARKER: DB = BENCH MARK DISK
 AW0498_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0498_SP_SET: COPPER-CLAD STEEL ROD
 AW0498_STAMPING: E 1209 1973
 AW0498_MARK LOGO: NGS   
 AW0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0498+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 AW0498
 AW0498  HISTORY     - Date     Condition        Report By
 AW0498  HISTORY     - 1973     MONUMENTED       NGS
 AW0498  HISTORY     - 1978     GOOD             NGS
 AW0498  HISTORY     - 1986     GOOD             NGS
 AW0498  HISTORY     - 1987     GOOD             USPSQD
 AW0498  HISTORY     - 1987     GOOD             USPSQD
 AW0498  HISTORY     - 1987     GOOD             USPSQD
 AW0498  HISTORY     - 1987     GOOD             USPSQD
 AW0498  HISTORY     - 1988     GOOD             USPSQD
 AW0498  HISTORY     - 1988     GOOD             USPSQD
 AW0498  HISTORY     - 1988     GOOD             USPSQD
 AW0498  HISTORY     - 1988     GOOD             USPSQD
 AW0498  HISTORY     - 1988     GOOD             USPSQD
 AW0498  HISTORY     - 1988     GOOD             USPSQD
 AW0498  HISTORY     - 1988     GOOD             USPSQD
 AW0498  HISTORY     - 1988     GOOD             USPSQD
 AW0498  HISTORY     - 1988     GOOD             USPSQD
 AW0498  HISTORY     - 1988     GOOD             USPSQD
 AW0498  HISTORY     - 1988     GOOD             USPSQD
 AW0498  HISTORY     - 1989     GOOD             USPSQD
 AW0498  HISTORY     - 1989     GOOD             USPSQD
 AW0498  HISTORY     - 1990     GOOD             USPSQD
 AW0498  HISTORY     - 19940326 GOOD             USPSQD
 AW0498  HISTORY     - 20020109 GOOD             USPSQD
 AW0498  HISTORY     - 20040126 GOOD             USPSQD
 AW0498  HISTORY     - 20050202 GOOD             USPSQD
 AW0498
 AW0498                          STATION DESCRIPTION
 AW0498
 AW0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0498'IN ALGOA.
 AW0498'AT ALGOA, 126.8 FEET WEST OF A POST WITH SIGN ALGOA, 24.9 FEET NORTH
 AW0498'OF THE NORTH RAIL OF THE MAIN TRACK, 2.0 FEET WEST OF A TELEPHONE POLE
 AW0498'WITH GUY POLE, 28.1 FEET WEST OF THE SOUTHWEST CORNER OF THE
 AW0498'FOUNDATION OF THE POINT WHERE THE STATION STOOD, 15.5 FEET WEST OF THE
 AW0498'CENTER LINE OF GRAVELED ROAD TO STATE HIGHWAY 6, 1.5 FEET EAST OF A
 AW0498'WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN
 AW0498'TO GRADUAL REFUSAL AT A DEPTH OF 27 FEET.  THE UPPER PORTION OF THE
 AW0498'ROD IS ENCASED IN A CONCRETE POST THAT IS FLUSH WITH THE GROUND, AND
 AW0498'ABOUT 1 FOOT LOWER THAN THE TRACK.
 AW0498
 AW0498                          STATION RECOVERY (1978)
 AW0498
 AW0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1986)
 AW0498
 AW0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0498'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.2 KM (0.1 MI)
 AW0498'NORTHWESTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 AW0498'NORTHWEST APEX OF A TRIANGLE FORMED BY THE JUNCTION OF THE MISSOURI
 AW0498'PACIFIC RAILROAD IN ALGOA.
 AW0498
 AW0498                          STATION RECOVERY (1987)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1987)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1987)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1987)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1988)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1988)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1988)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1988)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1988)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1988)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1988)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1988)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1988)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1988)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1988)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1989)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1989)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1990)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (1994)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (2002)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (2004)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0498'RECOVERED IN GOOD CONDITION.
 AW0498
 AW0498                          STATION RECOVERY (2005)
 AW0498
 AW0498'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1274 ***********************************************************************
 AX1274  DESIGNATION -  E 121
 AX1274  PID         -  AX1274
 AX1274  STATE/COUNTY-  TX/FAYETTE
 AX1274  USGS QUAD   -  MULDOON (1981)
 AX1274
 AX1274                         *CURRENT SURVEY CONTROL
 AX1274  ___________________________________________________________________
 AX1274* NAD 83(1986)-  29 46 55.     (N)    097 05 57.     (W)     SCALED    
 AX1274* NAVD 88     -       113.31   (+/-2cm)     371.8    (feet)  VERTCON   
 AX1274  ___________________________________________________________________
 AX1274  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AX1274
 AX1274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1274
 AX1274.The horizontal coordinates were scaled from a topographic map and have
 AX1274.an estimated accuracy of +/- 6 seconds.
 AX1274
 AX1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1274.The vertical order pertains to the NGVD 29 superseded value.
 AX1274
 AX1274.The geoid height was determined by GEOID03.
 AX1274
 AX1274;                    North         East    Units  Estimated Accuracy
 AX1274;SPC TXSC     - 4,217,450.      783,780.      MT  (+/- 180 meters Scaled)
 AX1274
 AX1274                          SUPERSEDED SURVEY CONTROL
 AX1274
 AX1274  NGVD 29 (??/??/92)  113.270  (m)          371.62   (f) ADJ UNCH    2 0
 AX1274
 AX1274.Superseded values are not recommended for survey control.
 AX1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1274.See file dsdata.txt to determine how the superseded data were derived.
 AX1274
 AX1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT837961(NAD 83)
 AX1274_MARKER: DB = BENCH MARK DISK
 AX1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1274_STAMPING: E-121 1933
 AX1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1274+STABILITY: SURFACE MOTION
 AX1274
 AX1274  HISTORY     - Date     Condition        Report By
 AX1274  HISTORY     - 1933     MONUMENTED       CGS
 AX1274  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1274  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AX1274
 AX1274                          STATION DESCRIPTION
 AX1274
 AX1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1274'3.3 MI S FROM MULDOON.
 AX1274'ALONG THE TEXAS AND NEW ORLEANS R.R. 221 FT. NORTH OF M.P. 36 AND 40
 AX1274'FT. WEST OF THE CENTERLINE OF THE MAIN TRACK.
 AX1274
 AX1274                          STATION RECOVERY (1997)
 AX1274
 AX1274'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1274'MARK NOT FOUND.
 AX1274
 AX1274                          STATION RECOVERY (2004)
 AX1274
 AX1274'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0032 ***********************************************************************
 AW0032  DESIGNATION -  E 1210
 AW0032  PID         -  AW0032
 AW0032  STATE/COUNTY-  TX/BRAZORIA
 AW0032  USGS QUAD   -  DANBURY (1974)
 AW0032
 AW0032                         *CURRENT SURVEY CONTROL
 AW0032  ___________________________________________________________________
 AW0032* NAD 83(1986)-  29 11 08.     (N)    095 17 26.     (W)     SCALED    
 AW0032* NAVD 88     -         3.34   (+/-2cm)      11.0    (feet)  VERTCON   
 AW0032  ___________________________________________________________________
 AW0032  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AW0032
 AW0032  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0032
 AW0032.The horizontal coordinates were scaled from a topographic map and have
 AW0032.an estimated accuracy of +/- 6 seconds.
 AW0032
 AW0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0032.The vertical order pertains to the NGVD 29 superseded value.
 AW0032
 AW0032.The geoid height was determined by GEOID03.
 AW0032
 AW0032;                    North         East    Units  Estimated Accuracy
 AW0032;SPC TXSC     - 4,155,580.      960,690.      MT  (+/- 180 meters Scaled)
 AW0032
 AW0032                          SUPERSEDED SURVEY CONTROL
 AW0032
 AW0032  NGVD 29 (??/??/92)    3.341  (m)           10.96   (f) ADJ UNCH    1 1
 AW0032
 AW0032.Superseded values are not recommended for survey control.
 AW0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0032.See file dsdata.txt to determine how the superseded data were derived.
 AW0032
 AW0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN772307(NAD 83)
 AW0032_MARKER: DB = BENCH MARK DISK
 AW0032_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0032+WITH SETTING: INTO GROUND
 AW0032_STAMPING: E 1210 1973
 AW0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0032+STABILITY: SURFACE MOTION
 AW0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0032+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0032
 AW0032  HISTORY     - Date     Condition        Report By
 AW0032  HISTORY     - 1973     MONUMENTED       NGS
 AW0032  HISTORY     - 1978     GOOD             NGS
 AW0032  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0032  HISTORY     - 1987     GOOD             USPSQD
 AW0032  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0032  HISTORY     - 20040319 GOOD             USPSQD
 AW0032
 AW0032                          STATION DESCRIPTION
 AW0032
 AW0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0032'4.75 MI S FROM DANBURY.
 AW0032'0.3 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT DANBURY,
 AW0032'THENCE 0.15 MILE NORTHEAST ALONG FIRST STREET, THENCE 0.6 MILE
 AW0032'SOUTHEAST ALONG COUNTY ROAD 211, THENCE 3.7 MILES SOUTHEAST ALONG
 AW0032'COUNTY ROAD 208, 0.95 MILE SOUTHEAST OF A CONCRET BRIDGE OVER AUSTIN
 AW0032'BAYOU, 6 POLES SOUTHEAST OF A POINT WHERE THE POWER LINE CROSSES THE
 AW0032'ROAD, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 AW0032'SOUTHEAST OF A POWER POLE, 1.4 FEET NORTHEAST OF A FENCE, 1.2 FEET
 AW0032'NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, A DISK
 AW0032'ON THE TOP OF A 5/8-INCH COPPER COATED ROD 4-FOOT LONG WITH A BASE
 AW0032'PLATE ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN AN IRON
 AW0032'PIPE PROJECTINGG 0.2 FOOT ABOVE THE GROUND.
 AW0032
 AW0032                          STATION RECOVERY (1978)
 AW0032
 AW0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0032'RECOVERED IN GOOD CONDITION.
 AW0032
 AW0032                          STATION RECOVERY (1987)
 AW0032
 AW0032'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW0032'MARK NOT FOUND.
 AW0032
 AW0032                          STATION RECOVERY (1987)
 AW0032
 AW0032'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0032'RECOVERED IN GOOD CONDITION.
 AW0032
 AW0032                          STATION RECOVERY (1990)
 AW0032
 AW0032'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW0032'MARK NOT FOUND.
 AW0032
 AW0032                          STATION RECOVERY (2004)
 AW0032
 AW0032'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2285 ***********************************************************************
 AW2285  DESIGNATION -  E 1211
 AW2285  PID         -  AW2285
 AW2285  STATE/COUNTY-  TX/HARRIS
 AW2285  USGS QUAD   -  BELLAIRE (1995)
 AW2285
 AW2285                         *CURRENT SURVEY CONTROL
 AW2285  ___________________________________________________________________
 AW2285* NAD 83(1986)-  29 43 33.     (N)    095 28 04.     (W)     SCALED    
 AW2285* NAVD 88     -        18.083  (meters)      59.33   (feet)  ADJUSTED  
 AW2285  ___________________________________________________________________
 AW2285  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW2285  DYNAMIC HT  -          18.058 (meters)      59.25  (feet)  COMP
 AW2285  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 AW2285
 AW2285  VERT ORDER  -  FIRST     CLASS II
 AW2285
 AW2285.The horizontal coordinates were scaled from a topographic map and have
 AW2285.an estimated accuracy of +/- 6 seconds.
 AW2285
 AW2285.The orthometric height was determined by differential leveling
 AW2285.and adjusted by the National Geodetic Survey in September 1996..
 AW2285
 AW2285.The geoid height was determined by GEOID03.
 AW2285
 AW2285.The dynamic height is computed by dividing the NAVD 88
 AW2285.geopotential number by the normal gravity value computed on the
 AW2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2285.degrees latitude (g = 980.6199 gals.).
 AW2285
 AW2285.The modeled gravity was interpolated from observed gravity values.
 AW2285
 AW2285;                    North         East    Units  Estimated Accuracy
 AW2285;SPC TXSC     - 4,214,900.      941,650.      MT  (+/- 180 meters Scaled)
 AW2285
 AW2285                          SUPERSEDED SURVEY CONTROL
 AW2285
 AW2285  NAVD 88 (06/15/91)   18.271  (m)           59.94   (f) UNKNOWN     1 2
 AW2285  NGVD 29 (12/23/87)   18.266  (m)           59.93   (f) ADJUSTED    1 2
 AW2285
 AW2285.Superseded values are not recommended for survey control.
 AW2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2285.See file dsdata.txt to determine how the superseded data were derived.
 AW2285
 AW2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN612909(NAD 83)
 AW2285_MARKER: DV = VERTICAL CONTROL DISK
 AW2285_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW2285_SP_SET: PIER
 AW2285_STAMPING: E 1211 1973
 AW2285_MARK LOGO: NGS   
 AW2285_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2285+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2004
 AW2285
 AW2285  HISTORY     - Date     Condition        Report By
 AW2285  HISTORY     - 1973     MONUMENTED       NGS
 AW2285  HISTORY     - 1975     GOOD             LOCSUR
 AW2285  HISTORY     - 1978     GOOD             NGS
 AW2285  HISTORY     - 1983     GOOD             NGS
 AW2285  HISTORY     - 1985     GOOD             USPSQD
 AW2285  HISTORY     - 1986     GOOD             NGS
 AW2285  HISTORY     - 1987     GOOD             USPSQD
 AW2285  HISTORY     - 1989     GOOD             USPSQD
 AW2285  HISTORY     - 1990     GOOD             USPSQD
 AW2285  HISTORY     - 1991     GOOD             USPSQD
 AW2285  HISTORY     - 19931030 GOOD             USPSQD
 AW2285  HISTORY     - 19951009 GOOD             CHANCE
 AW2285  HISTORY     - 20040529 GOOD             USPSQD
 AW2285
 AW2285                          STATION DESCRIPTION
 AW2285
 AW2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2285'1.45 MI N FROM BALLAIRE.
 AW2285'1.45 MILES NORTH ALONG RICE AVENUE FROM THE JUNCTION OF BELLAIRE
 AW2285'BOULEVARD AT BELLAIRE, 0.05 MILE NORTH OF THE JUNCTION OF WESTPARK
 AW2285'DRIVE, AT THE SOUTH SIDE OF U.S. HIGHWAY 59 OVERPASS, SET VERTICALLY
 AW2285'IN THE NORTH FACE OF THE SOUTH ONE OF THE FIRST ROW OF CONCRETE PIERS
 AW2285'EAST OF THE AVENUE, 14 1/2 FEET EAST OF THE EAST CURB OF THE AVENUE,
 AW2285'ABOUT 3 FEET HIGHER THAN THE AVENUE, AND 2.5 FEET ABOVE THE GROUND.
 AW2285
 AW2285                          STATION RECOVERY (1975)
 AW2285
 AW2285'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 AW2285'RECOVERED IN GOOD CONDITION.
 AW2285
 AW2285                          STATION RECOVERY (1978)
 AW2285
 AW2285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2285'RECOVERED IN GOOD CONDITION.
 AW2285
 AW2285                          STATION RECOVERY (1983)
 AW2285
 AW2285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2285'RECOVERED IN GOOD CONDITION.
 AW2285
 AW2285                          STATION RECOVERY (1985)
 AW2285
 AW2285'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW2285'RECOVERED IN GOOD CONDITION.
 AW2285
 AW2285                          STATION RECOVERY (1986)
 AW2285
 AW2285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2285'RECOVERED IN GOOD CONDITION.
 AW2285
 AW2285                          STATION RECOVERY (1987)
 AW2285
 AW2285'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2285'RECOVERED IN GOOD CONDITION.
 AW2285
 AW2285                          STATION RECOVERY (1989)
 AW2285
 AW2285'RECOVERY NOTE BY US POWER SQUADRON 1989 (TT)
 AW2285'RECOVERED IN GOOD CONDITION.
 AW2285
 AW2285                          STATION RECOVERY (1990)
 AW2285
 AW2285'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2285'RECOVERED IN GOOD CONDITION.
 AW2285
 AW2285                          STATION RECOVERY (1991)
 AW2285
 AW2285'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW2285'RECOVERED IN GOOD CONDITION.
 AW2285
 AW2285                          STATION RECOVERY (1993)
 AW2285
 AW2285'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2285'RECOVERED IN GOOD CONDITION.
 AW2285
 AW2285                          STATION RECOVERY (1995)
 AW2285
 AW2285'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2285'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 AW2285'HIGHWAY HAS BEEN WIDENED AND MONUMENT IS LOCATED IN THE FOURTH PILLAR
 AW2285'NORTH OF SOUTHERNMOST OF THE FIRST ROW OF PILLARS EAST OF RICE AVENUE.
 AW2285'NOTE= RICE AVENUE HAS ALSO BEEN WIDENED SEE NEW TIE TO CURB.
 AW2285'ADDITIONAL TIES FOLLOW.  5.5 FT (1.7 M) EAST OF THE EAST CURB OF THE
 AW2285'NORTHBOUND LANES OF THE AVENUE.  97 FT (29.6 M) NORTH OF STOP LIGHT
 AW2285'SUPPORT POLE.  80.5 FT (24.5 M) NORTHWEST OF A 4-FOOT DIAMETER LIGHT
 AW2285'TOWER.
 AW2285
 AW2285                          STATION RECOVERY (2004)
 AW2285
 AW2285'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4733 ***********************************************************************
 AW4733  HT_MOD      -  This is a Height Modernization Survey Station.
 AW4733  DESIGNATION -  E 1212
 AW4733  PID         -  AW4733
 AW4733  STATE/COUNTY-  TX/FORT BEND
 AW4733  USGS QUAD   -  RICHMOND (1980)
 AW4733
 AW4733                         *CURRENT SURVEY CONTROL
 AW4733  ___________________________________________________________________
 AW4733* NAD 83(1993)-  29 34 27.62691(N)    095 46 31.45529(W)     ADJUSTED  
 AW4733* NAVD 88     -        30.43   (meters)      99.8    (feet)  GPS OBS   
 AW4733  ___________________________________________________________________
 AW4733  X           -    -558,663.108 (meters)                     COMP
 AW4733  Y           -  -5,523,518.879 (meters)                     COMP
 AW4733  Z           -   3,129,425.640 (meters)                     COMP
 AW4733  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW4733  ELLIP HEIGHT-           3.17  (meters)          (12/03/01) GPS OBS
 AW4733  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW4733  DYNAMIC HT  -          30.39  (meters)      99.7   (feet)  COMP
 AW4733  MODELED GRAV-     979,266.2   (mgal)                       NAVD 88
 AW4733
 AW4733  HORZ ORDER  -  FIRST
 AW4733  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4733  ELLP ORDER  -  FOURTH    CLASS II
 AW4733
 AW4733.The horizontal coordinates were established by GPS observations
 AW4733.and adjusted by the National Geodetic Survey in December 2001..
 AW4733
 AW4733.The orthometric height was determined by GPS observations and a
 AW4733.high-resolution geoid model using precise GPS observation and
 AW4733.processing techniques. It supersedes the leveled height previously
 AW4733.determined for this station.
 AW4733.The vertical order pertains to the first NAVD 88 superseded value.
 AW4733
 AW4733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW4733
 AW4733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4733
 AW4733.The ellipsoidal height was determined by GPS observations
 AW4733.and is referenced to NAD 83.
 AW4733
 AW4733.The geoid height was determined by GEOID03.
 AW4733
 AW4733.The dynamic height is computed by dividing the NAVD 88
 AW4733.geopotential number by the normal gravity value computed on the
 AW4733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4733.degrees latitude (g = 980.6199 gals.).
 AW4733
 AW4733.The modeled gravity was interpolated from observed gravity values.
 AW4733
 AW4733;                    North         East     Units Scale Factor Converg.
 AW4733;SPC TXSC     - 4,197,256.684   912,368.850   MT  0.99987194   +1 34 47.2
 AW4733;SPC TXSC     -13,770,499.64  2,993,330.14   sFT  0.99987194   +1 34 47.2
 AW4733;UTM  15      - 3,274,836.017   231,129.399   MT  1.00049208   -1 22 14.3
 AW4733
 AW4733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4733!SPC TXSC     -   0.99999950  x   0.99987194  =   0.99987144
 AW4733!UTM  15      -   0.99999950  x   1.00049208  =   1.00049158
 AW4733
 AW4733                          SUPERSEDED SURVEY CONTROL
 AW4733
 AW4733  ELLIP H (10/25/00)    3.19   (m)                       GP(       ) 4 1
 AW4733  NAD 83(1993)-  29 34 27.62738(N)    095 46 31.45481(W) AD(       ) 1
 AW4733  ELLIP H (10/17/96)    3.32   (m)                       GP(       ) 3 1
 AW4733  NAVD 88 (06/15/91)   30.434  (m)           99.85   (f) ADJUSTED    1 2
 AW4733  NGVD 29 (12/23/87)   30.431  (m)           99.84   (f) ADJUSTED    1 2
 AW4733
 AW4733.Superseded values are not recommended for survey control.
 AW4733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4733.See file dsdata.txt to determine how the superseded data were derived.
 AW4733
 AW4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3112974836(NAD 83)
 AW4733_MARKER: DB = BENCH MARK DISK
 AW4733_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW4733_SP_SET: TOWER LEG FOUNDATION
 AW4733_STAMPING: E 1212 1973
 AW4733_MARK LOGO: NGS   
 AW4733_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4733+STABILITY: SURFACE MOTION
 AW4733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4733+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 AW4733
 AW4733  HISTORY     - Date     Condition        Report By
 AW4733  HISTORY     - 1973     MONUMENTED       NGS
 AW4733  HISTORY     - 1987     GOOD             USPSQD
 AW4733  HISTORY     - 1987     GOOD             NGS
 AW4733  HISTORY     - 1990     GOOD             USPSQD
 AW4733  HISTORY     - 1990     GOOD             USPSQD
 AW4733  HISTORY     - 19931204 GOOD             USPSQD
 AW4733  HISTORY     - 19950420 GOOD             HGCSD
 AW4733  HISTORY     - 19991120 GOOD             USPSQD
 AW4733  HISTORY     - 20040323 GOOD             USPSQD
 AW4733
 AW4733                          STATION DESCRIPTION
 AW4733
 AW4733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4733'1.0 MI SW FROM RICHMOND.
 AW4733'0.85 MILE SOUTHWEST ALONG U.S. HIGHWAY 90 ALT. FROM THE COUNTY
 AW4733'COURTHOUSE AT RICHMOND, THENCE 0.15 MILE WEST ALONG OLD RICHMOND ROAD,
 AW4733'0.15 MILE WEST OF THE SANTA FE RAILWAY OVERPASS OVER U.S. HIGHWAY 90
 AW4733'ALT. 0.4 MILE NORTHEAST OF THE JUNCTION OF HARD CASTLE STREET, AT THE
 AW4733'CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, IN THE TOP OF THE
 AW4733'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF THE THIRD TOWER WEST OF
 AW4733'THE OVERPASS, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 0.5
 AW4733'FOOT NORTHWEST OF THE STEEL LEG, AND ABOUT 1 FOOT HIGHER THAN THE
 AW4733'ROAD.
 AW4733
 AW4733                          STATION RECOVERY (1987)
 AW4733
 AW4733'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW4733'RECOVERED IN GOOD CONDITION.
 AW4733
 AW4733                          STATION RECOVERY (1987)
 AW4733
 AW4733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4733'RECOVERED IN GOOD CONDITION.
 AW4733
 AW4733                          STATION RECOVERY (1990)
 AW4733
 AW4733'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 AW4733'RECOVERED IN GOOD CONDITION.
 AW4733
 AW4733                          STATION RECOVERY (1990)
 AW4733
 AW4733'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4733'RECOVERED IN GOOD CONDITION.
 AW4733
 AW4733                          STATION RECOVERY (1993)
 AW4733
 AW4733'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4733'RECOVERED IN GOOD CONDITION.
 AW4733
 AW4733                          STATION RECOVERY (1995)
 AW4733
 AW4733'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW4733'RECOVERED AS DESCRIBED.
 AW4733
 AW4733                          STATION RECOVERY (1999)
 AW4733
 AW4733'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4733'RECOVERED IN GOOD CONDITION.
 AW4733
 AW4733                          STATION RECOVERY (2004)
 AW4733
 AW4733'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4733'GO TO N29 34 27.6 W095 46 31.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2143 ***********************************************************************
 AW2143  DESIGNATION -  E 1213
 AW2143  PID         -  AW2143
 AW2143  STATE/COUNTY-  TX/HARRIS
 AW2143  USGS QUAD   -  CLODINE (1995)
 AW2143
 AW2143                         *CURRENT SURVEY CONTROL
 AW2143  ___________________________________________________________________
 AW2143* NAD 83(1986)-  29 42 22.     (N)    095 38 39.     (W)     SCALED    
 AW2143* NAVD 88     -        24.899  (meters)      81.69   (feet)  ADJUSTED  
 AW2143  ___________________________________________________________________
 AW2143  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW2143  DYNAMIC HT  -          24.865 (meters)      81.58  (feet)  COMP
 AW2143  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 AW2143
 AW2143  VERT ORDER  -  FIRST     CLASS II
 AW2143
 AW2143.The horizontal coordinates were scaled from a topographic map and have
 AW2143.an estimated accuracy of +/- 6 seconds.
 AW2143
 AW2143.The orthometric height was determined by differential leveling
 AW2143.and adjusted by the National Geodetic Survey in June 1991..
 AW2143
 AW2143.The geoid height was determined by GEOID03.
 AW2143
 AW2143.The dynamic height is computed by dividing the NAVD 88
 AW2143.geopotential number by the normal gravity value computed on the
 AW2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2143.degrees latitude (g = 980.6199 gals.).
 AW2143
 AW2143.The modeled gravity was interpolated from observed gravity values.
 AW2143
 AW2143;                    North         East    Units  Estimated Accuracy
 AW2143;SPC TXSC     - 4,212,210.      924,660.      MT  (+/- 180 meters Scaled)
 AW2143
 AW2143                          SUPERSEDED SURVEY CONTROL
 AW2143
 AW2143  NGVD 29 (12/23/87)   24.893  (m)           81.67   (f) ADJUSTED    1 2
 AW2143
 AW2143.Superseded values are not recommended for survey control.
 AW2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2143.See file dsdata.txt to determine how the superseded data were derived.
 AW2143
 AW2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN441891(NAD 83)
 AW2143_MARKER: DB = BENCH MARK DISK
 AW2143_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2143_SP_SET: CULVERT HEADWALL
 AW2143_STAMPING: E 1213 1973
 AW2143_MARK LOGO: NGS   
 AW2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2143+STABILITY: SURFACE MOTION
 AW2143
 AW2143  HISTORY     - Date     Condition        Report By
 AW2143  HISTORY     - 1973     MONUMENTED       NGS
 AW2143  HISTORY     - 1978     GOOD             NGS
 AW2143  HISTORY     - 1986     GOOD             NGS
 AW2143  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2143
 AW2143                          STATION DESCRIPTION
 AW2143
 AW2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2143'5.4 MI S FROM ADDICKS.
 AW2143'5.4 MILES SOUTH ALONG STATE HIGHWAY 6 FROM INTERSTATE HIGHWAY 10
 AW2143'OVERPASS AT ADDICKS, 0.3 MILE SOUTH OF THE JUNCTION OF ALIEF-CLODINE
 AW2143'ROAD AND THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD, IN THE TOP AND
 AW2143'1.0 FOOT NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF
 AW2143'DOUBLE 36-INCH PIPE CULVERTS, 27 FEET WEST OF THE CENTER LINE OF THE
 AW2143'HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 AW2143
 AW2143                          STATION RECOVERY (1978)
 AW2143
 AW2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2143'RECOVERED IN GOOD CONDITION.
 AW2143
 AW2143                          STATION RECOVERY (1986)
 AW2143
 AW2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2143'RECOVERED IN GOOD CONDITION.
 AW2143
 AW2143                          STATION RECOVERY (1994)
 AW2143
 AW2143'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1302 ***********************************************************************
 AW1302  DESIGNATION -  E 1214
 AW1302  PID         -  AW1302
 AW1302  STATE/COUNTY-  TX/GALVESTON
 AW1302  USGS QUAD   -  DICKINSON (1997)
 AW1302
 AW1302                         *CURRENT SURVEY CONTROL
 AW1302  ___________________________________________________________________
 AW1302* NAD 83(1986)-  29 26 57.     (N)    095 04 36.     (W)     SCALED    
 AW1302* NAVD 88     -         4.295  (meters)      14.09   (feet)  ADJUSTED  
 AW1302  ___________________________________________________________________
 AW1302  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1302  DYNAMIC HT  -           4.289 (meters)      14.07  (feet)  COMP
 AW1302  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 AW1302
 AW1302  VERT ORDER  -  FIRST     CLASS II
 AW1302
 AW1302.The horizontal coordinates were scaled from a topographic map and have
 AW1302.an estimated accuracy of +/- 6 seconds.
 AW1302
 AW1302.The orthometric height was determined by differential leveling
 AW1302.and adjusted by the National Geodetic Survey in June 1991..
 AW1302
 AW1302.The geoid height was determined by GEOID03.
 AW1302
 AW1302.The dynamic height is computed by dividing the NAVD 88
 AW1302.geopotential number by the normal gravity value computed on the
 AW1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1302.degrees latitude (g = 980.6199 gals.).
 AW1302
 AW1302.The modeled gravity was interpolated from observed gravity values.
 AW1302
 AW1302;                    North         East    Units  Estimated Accuracy
 AW1302;SPC TXSC     - 4,185,460.      980,500.      MT  (+/- 180 meters Scaled)
 AW1302
 AW1302                          SUPERSEDED SURVEY CONTROL
 AW1302
 AW1302  NGVD 29 (12/23/87)    4.291  (m)           14.08   (f) ADJUSTED    1 2
 AW1302
 AW1302.Superseded values are not recommended for survey control.
 AW1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1302.See file dsdata.txt to determine how the superseded data were derived.
 AW1302
 AW1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN985595(NAD 83)
 AW1302_MARKER: DB = BENCH MARK DISK
 AW1302_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1302_SP_SET: PILLAR
 AW1302_STAMPING: E 1214 1973
 AW1302_MARK LOGO: NGS   
 AW1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1302
 AW1302  HISTORY     - Date     Condition        Report By
 AW1302  HISTORY     - 1973     MONUMENTED       NGS
 AW1302  HISTORY     - 1978     GOOD             NGS
 AW1302  HISTORY     - 1987     GOOD             NGS
 AW1302  HISTORY     - 1989     GOOD             USPSQD
 AW1302  HISTORY     - 1989     GOOD             USPSQD
 AW1302  HISTORY     - 1990     GOOD             USPSQD
 AW1302  HISTORY     - 1991     GOOD             USPSQD
 AW1302  HISTORY     - 19940423 GOOD             USPSQD
 AW1302  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW1302
 AW1302                          STATION DESCRIPTION
 AW1302
 AW1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1302'1.7 MI SW FROM DICKINSON.
 AW1302'1.7 MILES SOUTHWEST ALONG FARM ROAD 517 FROM THE INTERSECTION OF STATE
 AW1302'HIGHWAY 3 AT DICKINSON, AT INTERSTATE 45 OVERPASS, SET VERTICALLY IN
 AW1302'THE WEST FACE OF THE SECOND PILLAR FROM THE NORTHEAST END OF A ROW OF
 AW1302'10 PILLARS, 36 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 3.5
 AW1302'FEET ABOVE THE GROUND.
 AW1302
 AW1302                          STATION RECOVERY (1978)
 AW1302
 AW1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1302'RECOVERED IN GOOD CONDITION.
 AW1302
 AW1302                          STATION RECOVERY (1987)
 AW1302
 AW1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1302'RECOVERED IN GOOD CONDITION.
 AW1302
 AW1302                          STATION RECOVERY (1989)
 AW1302
 AW1302'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1302'RECOVERED IN GOOD CONDITION.
 AW1302
 AW1302                          STATION RECOVERY (1989)
 AW1302
 AW1302'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1302'RECOVERED IN GOOD CONDITION.
 AW1302
 AW1302                          STATION RECOVERY (1990)
 AW1302
 AW1302'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1302'RECOVERED IN GOOD CONDITION.
 AW1302
 AW1302                          STATION RECOVERY (1991)
 AW1302
 AW1302'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1302'RECOVERED IN GOOD CONDITION.
 AW1302
 AW1302                          STATION RECOVERY (1994)
 AW1302
 AW1302'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1302'RECOVERED IN GOOD CONDITION.
 AW1302
 AW1302                          STATION RECOVERY (2004)
 AW1302
 AW1302'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1302'NEW OVER PASS AND NEW WIDDER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1198 ***********************************************************************
 BL1198  DESIGNATION -  E 1215
 BL1198  PID         -  BL1198
 BL1198  STATE/COUNTY-  TX/HARRIS
 BL1198  USGS QUAD   -  SPRING (1982)
 BL1198
 BL1198                         *CURRENT SURVEY CONTROL
 BL1198  ___________________________________________________________________
 BL1198* NAD 83(1986)-  30 01 37.     (N)    095 24 12.     (W)     SCALED    
 BL1198* NAVD 88     -        30.88   (+/-2cm)     101.3    (feet)  VERTCON   
 BL1198  ___________________________________________________________________
 BL1198  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL1198  OBS GRAVITY -     979,302.3   (mgal)                       GRAV_OBS
 BL1198
 BL1198  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1198
 BL1198.The horizontal coordinates were scaled from a topographic map and have
 BL1198.an estimated accuracy of +/- 6 seconds.
 BL1198
 BL1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1198.The vertical order pertains to the NGVD 29 superseded value.
 BL1198
 BL1198.The geoid height was determined by GEOID03.
 BL1198.The observed gravity was obtained from relative gravimeter ties
 BL1198.to the IGSN71 gravity network.
 BL1198
 BL1198;                    North         East    Units  Estimated Accuracy
 BL1198;SPC TXSC     - 4,248,450.      946,860.      MT  (+/- 180 meters Scaled)
 BL1198
 BL1198                          SUPERSEDED SURVEY CONTROL
 BL1198
 BL1198  NGVD 29 (??/??/92)   30.882  (m)          101.32   (f) ADJ UNCH    1 2
 BL1198
 BL1198.Superseded values are not recommended for survey control.
 BL1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1198.See file dsdata.txt to determine how the superseded data were derived.
 BL1198
 BL1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP682242(NAD 83)
 BL1198_MARKER: DB = BENCH MARK DISK
 BL1198_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1198_SP_SET: 48 FEET
 BL1198_STAMPING: E 1215 1973
 BL1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1198
 BL1198  HISTORY     - Date     Condition        Report By
 BL1198  HISTORY     - 1973     MONUMENTED       NGS
 BL1198  HISTORY     - 1978     GOOD             NGS
 BL1198  HISTORY     - 1978     GOOD             NGS
 BL1198  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 BL1198  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1198  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1198  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 BL1198
 BL1198                          STATION DESCRIPTION
 BL1198
 BL1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1198'3.65 MI S FROM SPRING.
 BL1198'ABOUT 3.65 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1198'CROSSING OF SPRING ROAD AT SPRING, AT THE CROSSING OF FARM ROAD 1960,
 BL1198'31.7 FEET EAST OF THE EAST RAIL, 104 FEET SOUTH OF THE CENTER LINE OF
 BL1198'FARM ROAD 1960, 38 FEET WEST OF THE CENTER LINE OF EAST HARDY STREET,
 BL1198'1 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.7 FEET NORTH OF A METAL
 BL1198'WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK AND IS A DISK ON TOP
 BL1198'OF A 5/8-INCH COPPER COATED STEEL ROD PROJECTING 0.1 FOOT WHICH IS
 BL1198'PROTECTED BY A 6-INCH METAL PIPE PROJECTING 0.1 FOOT.  THE ROD WAS
 BL1198'DRIVEN TO A DEPTH OF 48 FEET.
 BL1198
 BL1198                          STATION RECOVERY (1978)
 BL1198
 BL1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1198'RECOVERED IN GOOD CONDITION.
 BL1198
 BL1198                          STATION RECOVERY (1978)
 BL1198
 BL1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1198'RECOVERED IN GOOD CONDITION.
 BL1198
 BL1198                          STATION RECOVERY (1982)
 BL1198
 BL1198'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 BL1198'MARK NOT FOUND.
 BL1198
 BL1198                          STATION RECOVERY (1987)
 BL1198
 BL1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1198'THERE IS CONSTRUCTION AT THIS LOCATION.
 BL1198
 BL1198                          STATION RECOVERY (1995)
 BL1198
 BL1198'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1198'MARK NOT FOUND.
 BL1198
 BL1198                          STATION RECOVERY (2004)
 BL1198
 BL1198'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1644 ***********************************************************************
 BL1644  DESIGNATION -  E 1216
 BL1644  PID         -  BL1644
 BL1644  STATE/COUNTY-  TX/HARRIS
 BL1644  USGS QUAD   -  HOCKLEY (1980)
 BL1644
 BL1644                         *CURRENT SURVEY CONTROL
 BL1644  ___________________________________________________________________
 BL1644* NAD 83(1986)-  30 00 19.     (N)    095 48 54.     (W)     SCALED    
 BL1644* NAVD 88     -        62.059  (meters)     203.61   (feet)  ADJUSTED  
 BL1644  ___________________________________________________________________
 BL1644  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL1644  DYNAMIC HT  -          61.974 (meters)     203.33  (feet)  COMP
 BL1644  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 BL1644
 BL1644  VERT ORDER  -  FIRST     CLASS II
 BL1644
 BL1644.The horizontal coordinates were scaled from a topographic map and have
 BL1644.an estimated accuracy of +/- 6 seconds.
 BL1644
 BL1644.The orthometric height was determined by differential leveling
 BL1644.and adjusted by the National Geodetic Survey in June 1991..
 BL1644
 BL1644.The geoid height was determined by GEOID03.
 BL1644
 BL1644.The dynamic height is computed by dividing the NAVD 88
 BL1644.geopotential number by the normal gravity value computed on the
 BL1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1644.degrees latitude (g = 980.6199 gals.).
 BL1644
 BL1644.The modeled gravity was interpolated from observed gravity values.
 BL1644
 BL1644;                    North         East    Units  Estimated Accuracy
 BL1644;SPC TXSC     - 4,244,900.      907,230.      MT  (+/- 180 meters Scaled)
 BL1644
 BL1644                          SUPERSEDED SURVEY CONTROL
 BL1644
 BL1644  NGVD 29 (12/23/87)   62.051  (m)          203.58   (f) ADJUSTED    1 2
 BL1644
 BL1644.Superseded values are not recommended for survey control.
 BL1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1644.See file dsdata.txt to determine how the superseded data were derived.
 BL1644
 BL1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP284227(NAD 83)
 BL1644_MARKER: DB = BENCH MARK DISK
 BL1644_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL1644+WITH SETTING: INFORMATION.
 BL1644_SP_SET: SHALLOW-SET METAL ROD
 BL1644_STAMPING: E 1216 1973
 BL1644_MARK LOGO: NGS   
 BL1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1644+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 BL1644
 BL1644  HISTORY     - Date     Condition        Report By
 BL1644  HISTORY     - 1953     MONUMENTED       CGS
 BL1644  HISTORY     - 1978     GOOD             NGS
 BL1644  HISTORY     - 1986     GOOD             NGS
 BL1644  HISTORY     - 1987     GOOD             USPSQD
 BL1644  HISTORY     - 19940326 GOOD             USPSQD
 BL1644  HISTORY     - 20040131 GOOD             GEOCAC
 BL1644  HISTORY     - 20051026 GOOD             USPSQD
 BL1644
 BL1644                          STATION DESCRIPTION
 BL1644
 BL1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BL1644'2.7 MI SE FROM HOCKLEY.
 BL1644'ABOUT 2 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE JUNCTION OF US
 BL1644'HIGHWAY 290 AND HEGAR RD., THENCE 0.7 MILE SOUTH ALONG KATY-HOCKLEY
 BL1644'RD., 41.6 FEET NORTH OF A POWER POLE, 28.5 FEET EAST OF THE CENTER
 BL1644'LINE OF THE ROAD, 0.6 FOOT WEST OF A FENCE, 0.8 FOOT SOUTH OF A METAL
 BL1644'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A DISK SET ON TOP OF A
 BL1644'4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A
 BL1644'6-INCH METAL PIPE WHICH PROJECTS 0.1 FOOT.
 BL1644
 BL1644                          STATION RECOVERY (1978)
 BL1644
 BL1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1644'RECOVERED IN GOOD CONDITION.
 BL1644
 BL1644                          STATION RECOVERY (1986)
 BL1644
 BL1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1644'RECOVERED IN GOOD CONDITION.
 BL1644
 BL1644                          STATION RECOVERY (1987)
 BL1644
 BL1644'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 BL1644'RECOVERED IN GOOD CONDITION.
 BL1644
 BL1644                          STATION RECOVERY (1994)
 BL1644
 BL1644'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1644'RECOVERED IN GOOD CONDITION.
 BL1644
 BL1644                          STATION RECOVERY (2004)
 BL1644
 BL1644'RECOVERY NOTE BY GEOCACHING 2004 (RAC)
 BL1644'MARK FOUND BURIED 1 INCH BELOW GROUND LEVEL.  WITNESS POST WAS
 BL1644'MISSING.  NEW FENCE HAS BEEN INSTALLED ALONG THIS ROAD.  FLAGGED NEW
 BL1644'METAL FENCE POST AS A WITNESS POST THAT IS OFFSET 1 1/2 INCHES FROM
 BL1644'ORIGINAL WITNESS POST.
 BL1644
 BL1644                          STATION RECOVERY (2005)
 BL1644
 BL1644'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL1644'FOUND AS DESCRIBED.  2004 DESCRIPTION IS GOOD. TWO WITNESS POST AT
 BL1644'THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1468 ***********************************************************************
 AW1468  DESIGNATION -  E 1217
 AW1468  PID         -  AW1468
 AW1468  STATE/COUNTY-  TX/CHAMBERS
 AW1468  USGS QUAD   -  ANAHUAC (1993)
 AW1468
 AW1468                         *CURRENT SURVEY CONTROL
 AW1468  ___________________________________________________________________
 AW1468* NAD 83(1986)-  29 48 06.     (N)    094 39 30.     (W)     SCALED    
 AW1468* NAVD 88     -         6.87   (+/-2cm)      22.5    (feet)  VERTCON   
 AW1468  ___________________________________________________________________
 AW1468  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW1468  OBS GRAVITY -     979,291.1   (mgal)                       GRAV_OBS
 AW1468
 AW1468  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1468
 AW1468.The horizontal coordinates were scaled from a topographic map and have
 AW1468.an estimated accuracy of +/- 6 seconds.
 AW1468
 AW1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1468.The vertical order pertains to the NGVD 29 superseded value.
 AW1468
 AW1468.The geoid height was determined by GEOID03.
 AW1468.The observed gravity was obtained from relative gravimeter ties
 AW1468.to the IGSN71 gravity network.
 AW1468
 AW1468;                    North         East    Units  Estimated Accuracy
 AW1468;SPC TXSC     - 4,225,940.    1,019,600.      MT  (+/- 180 meters Scaled)
 AW1468
 AW1468                          SUPERSEDED SURVEY CONTROL
 AW1468
 AW1468  NGVD 29 (??/??/92)    6.875  (m)           22.56   (f) ADJ UNCH    1 2
 AW1468
 AW1468.Superseded values are not recommended for survey control.
 AW1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1468.See file dsdata.txt to determine how the superseded data were derived.
 AW1468
 AW1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN397979(NAD 83)
 AW1468_MARKER: DB = BENCH MARK DISK
 AW1468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1468_SP_SET: 4 FT
 AW1468_STAMPING: E 1217 1973
 AW1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1468
 AW1468  HISTORY     - Date     Condition        Report By
 AW1468  HISTORY     - 1973     MONUMENTED       NGS
 AW1468  HISTORY     - 1978     GOOD             NGS
 AW1468  HISTORY     - 1990     GOOD             USPSQD
 AW1468  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW1468  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1468  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AW1468  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW1468
 AW1468                          STATION DESCRIPTION
 AW1468
 AW1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1468'2.15 MI N FROM ANAHUAC.
 AW1468'ABOUT 2.15 MILES NORTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH
 AW1468'STATE HIGHWAY 61 AT ANAHUAC, 59 1/2 FEET WEST OF THE CENTER LINE OF
 AW1468'THE FARM ROAD, 1 FOOT EAST OF A CHAIN LINK FENCE, 2 FT. SOUTH OF A
 AW1468'POWER POLE, NO. 408 BEARING A TRANSFORMER, 105 FT. SOUTHEAST OF
 AW1468'SOUTHEAST CORNER OF A BRICK HOUSE.  A NGS DISK 1 FOOT NORTH OF A METAL
 AW1468'WITNESS POST AND ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS
 AW1468'ATTACHED TO A METAL BASE PLATE.  (THE DISK IS LEVEL WITH THE SURFACE
 AW1468'OF THE GROUND AND ENCASED IN A 6 IN. IRON PIPE).
 AW1468
 AW1468                          STATION RECOVERY (1978)
 AW1468
 AW1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1468'RECOVERED IN GOOD CONDITION.
 AW1468
 AW1468                          STATION RECOVERY (1990)
 AW1468
 AW1468'RECOVERY NOTE BY US POWER SQUADRON 1990 (GB)
 AW1468'RECOVERED IN GOOD CONDITION.
 AW1468
 AW1468                          STATION RECOVERY (1996)
 AW1468
 AW1468'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1468'MARK NOT FOUND.
 AW1468
 AW1468                          STATION RECOVERY (2001)
 AW1468
 AW1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1468'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1468
 AW1468                          STATION RECOVERY (2004)
 AW1468
 AW1468'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW1468'MARK NOT FOUND.
 AW1468
 AW1468                          STATION RECOVERY (2005)
 AW1468
 AW1468'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0908 ***********************************************************************
 AW0908  DESIGNATION -  E 1218
 AW0908  PID         -  AW0908
 AW0908  STATE/COUNTY-  TX/HARRIS
 AW0908  USGS QUAD   -  SETTEGAST (1995)
 AW0908
 AW0908                         *CURRENT SURVEY CONTROL
 AW0908  ___________________________________________________________________
 AW0908* NAD 83(1986)-  29 46 13.     (N)    095 16 00.     (W)     SCALED    
 AW0908* NAVD 88     -        10.987  (meters)      36.05   (feet)  ADJUSTED  
 AW0908  ___________________________________________________________________
 AW0908  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW0908  DYNAMIC HT  -          10.972 (meters)      36.00  (feet)  COMP
 AW0908  MODELED GRAV-     979,287.8   (mgal)                       NAVD 88
 AW0908  OBS GRAVITY -     979,290.4   (mgal)                       GRAV_OBS
 AW0908
 AW0908  VERT ORDER  -  FIRST     CLASS II
 AW0908
 AW0908.The horizontal coordinates were scaled from a topographic map and have
 AW0908.an estimated accuracy of +/- 6 seconds.
 AW0908
 AW0908.The orthometric height was determined by differential leveling
 AW0908.and adjusted by the National Geodetic Survey in June 1991..
 AW0908
 AW0908.The geoid height was determined by GEOID03.
 AW0908
 AW0908.The dynamic height is computed by dividing the NAVD 88
 AW0908.geopotential number by the normal gravity value computed on the
 AW0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0908.degrees latitude (g = 980.6199 gals.).
 AW0908
 AW0908.The modeled gravity was interpolated from observed gravity values.
 AW0908.The observed gravity was obtained from relative gravimeter ties
 AW0908.to the IGSN71 gravity network.
 AW0908
 AW0908;                    North         East    Units  Estimated Accuracy
 AW0908;SPC TXSC     - 4,220,430.      960,940.      MT  (+/- 180 meters Scaled)
 AW0908
 AW0908                          SUPERSEDED SURVEY CONTROL
 AW0908
 AW0908  NGVD 29 (12/23/87)   10.984  (m)           36.04   (f) ADJUSTED    1 2
 AW0908
 AW0908.Superseded values are not recommended for survey control.
 AW0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0908.See file dsdata.txt to determine how the superseded data were derived.
 AW0908
 AW0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN808954(NAD 83)
 AW0908_MARKER: DB = BENCH MARK DISK
 AW0908_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0908_SP_SET: BRIDGE ABUTMENT
 AW0908_STAMPING: E 1218 1973
 AW0908_MARK LOGO: NGS   
 AW0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0908
 AW0908  HISTORY     - Date     Condition        Report By
 AW0908  HISTORY     - 1973     MONUMENTED       NGS
 AW0908  HISTORY     - 1978     GOOD             NGS
 AW0908  HISTORY     - 1986     GOOD             NGS
 AW0908  HISTORY     - 1988     GOOD             USPSQD
 AW0908  HISTORY     - 1989     GOOD             USPSQD
 AW0908
 AW0908                          STATION DESCRIPTION
 AW0908
 AW0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0908'1.15 MI W FROM JACINTO CITY.
 AW0908'ABOUT 1.15 MILES WEST ALONG MARKET STREET FROM THE MUNICIPAL BUILDING
 AW0908'AT JACINTO CITY, AT THE WEST END OF THE MARKET ST. OVERPASS OVER EAST
 AW0908'610 LOOP, NORTH FREEWAY, 42 FEET NORTH OF THE CENTER LINE OF MARKET
 AW0908'STREET, 1.2 FEET SOUTHWEST OF THE WEST END OF THE NORTH CONCRETE
 AW0908'BANNISTER, 6 INCHES WEST OF THE WEST END OF THE NORTH CONCRETE
 AW0908'WALKWAY, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 AW0908'ABUTMENT, AND ABOUT 0.8 FOOT ABOVE THE LEVEL OF THE STREET.
 AW0908
 AW0908                          STATION RECOVERY (1978)
 AW0908
 AW0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0908'RECOVERED IN GOOD CONDITION.
 AW0908
 AW0908                          STATION RECOVERY (1986)
 AW0908
 AW0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0908'RECOVERED IN GOOD CONDITION.
 AW0908
 AW0908                          STATION RECOVERY (1988)
 AW0908
 AW0908'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW0908'RECOVERED IN GOOD CONDITION.
 AW0908
 AW0908                          STATION RECOVERY (1989)
 AW0908
 AW0908'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4187 ***********************************************************************
 AW4187  DESIGNATION -  E 1219
 AW4187  PID         -  AW4187
 AW4187  STATE/COUNTY-  TX/FORT BEND
 AW4187  USGS QUAD   -  NEEDVILLE (1980)
 AW4187
 AW4187                         *CURRENT SURVEY CONTROL
 AW4187  ___________________________________________________________________
 AW4187* NAD 83(1986)-  29 25 09.     (N)    095 50 04.     (W)     SCALED    
 AW4187* NAVD 88     -        26.663  (meters)      87.48   (feet)  ADJUSTED  
 AW4187  ___________________________________________________________________
 AW4187  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4187  DYNAMIC HT  -          26.626 (meters)      87.36  (feet)  COMP
 AW4187  MODELED GRAV-     979,253.4   (mgal)                       NAVD 88
 AW4187
 AW4187  VERT ORDER  -  FIRST     CLASS II
 AW4187
 AW4187.The horizontal coordinates were scaled from a topographic map and have
 AW4187.an estimated accuracy of +/- 6 seconds.
 AW4187
 AW4187.The orthometric height was determined by differential leveling
 AW4187.and adjusted by the National Geodetic Survey in June 1991..
 AW4187
 AW4187.The geoid height was determined by GEOID03.
 AW4187
 AW4187.The dynamic height is computed by dividing the NAVD 88
 AW4187.geopotential number by the normal gravity value computed on the
 AW4187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4187.degrees latitude (g = 980.6199 gals.).
 AW4187
 AW4187.The modeled gravity was interpolated from observed gravity values.
 AW4187
 AW4187;                    North         East    Units  Estimated Accuracy
 AW4187;SPC TXSC     - 4,179,910.      907,120.      MT  (+/- 180 meters Scaled)
 AW4187
 AW4187                          SUPERSEDED SURVEY CONTROL
 AW4187
 AW4187  NGVD 29 (12/23/87)   26.660  (m)           87.47   (f) ADJUSTED    1 2
 AW4187
 AW4187.Superseded values are not recommended for survey control.
 AW4187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4187.See file dsdata.txt to determine how the superseded data were derived.
 AW4187
 AW4187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN249577(NAD 83)
 AW4187_MARKER: DB = BENCH MARK DISK
 AW4187_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4187_SP_SET: CULVERT HEADWALL
 AW4187_STAMPING: E 1219 1973
 AW4187_MARK LOGO: NGS   
 AW4187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4187+STABILITY: SURFACE MOTION
 AW4187
 AW4187  HISTORY     - Date     Condition        Report By
 AW4187  HISTORY     - 1973     MONUMENTED       NGS
 AW4187  HISTORY     - 1986     GOOD             NGS
 AW4187  HISTORY     - 1987     POOR             USPSQD
 AW4187  HISTORY     - 1988     GOOD             USPSQD
 AW4187  HISTORY     - 1989     GOOD             USPSQD
 AW4187  HISTORY     - 19950108 GOOD             USPSQD
 AW4187
 AW4187                          STATION DESCRIPTION
 AW4187
 AW4187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4187'1.65 MI N FROM NEEDVILLE.
 AW4187'1.65 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF FARM ROAD
 AW4187'360 AT NEEDVILLE, 0.15 MILE NORTH OF THE JUNCTION OF A ROAD, AT THE
 AW4187'CROSSING OF A DITCH, DIRECTLY OPPOSITE A RAILROAD BRIDGE, IN THE TOP
 AW4187'AND 3.4 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF
 AW4187'A CULVERT, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 AW4187'LEVEL WITH THE HIGHWAY.
 AW4187
 AW4187                          STATION RECOVERY (1986)
 AW4187
 AW4187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4187'RECOVERED IN GOOD CONDITION.
 AW4187
 AW4187                          STATION RECOVERY (1987)
 AW4187
 AW4187'RECOVERY NOTE BY US POWER SQUADRON 1987 (GFW)
 AW4187'MARK RECOVERED IN POOR CONDITION.
 AW4187
 AW4187                          STATION RECOVERY (1988)
 AW4187
 AW4187'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4187'RECOVERED IN GOOD CONDITION.
 AW4187
 AW4187                          STATION RECOVERY (1989)
 AW4187
 AW4187'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4187'RECOVERED IN GOOD CONDITION.
 AW4187
 AW4187                          STATION RECOVERY (1995)
 AW4187
 AW4187'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1609 ***********************************************************************
 AX1609  DESIGNATION -  E 122
 AX1609  PID         -  AX1609
 AX1609  STATE/COUNTY-  TX/LAVACA
 AX1609  USGS QUAD   -  YOAKUM (1987)
 AX1609
 AX1609                         *CURRENT SURVEY CONTROL
 AX1609  ___________________________________________________________________
 AX1609* NAD 83(1986)-  29 22 15.     (N)    097 10 23.     (W)     SCALED    
 AX1609* NAVD 88     -       115.79   (+/-2cm)     379.9    (feet)  VERTCON   
 AX1609  ___________________________________________________________________
 AX1609  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX1609
 AX1609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1609
 AX1609.The horizontal coordinates were scaled from a topographic map and have
 AX1609.an estimated accuracy of +/- 6 seconds.
 AX1609
 AX1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1609.The vertical order pertains to the NGVD 29 superseded value.
 AX1609
 AX1609.The geoid height was determined by GEOID03.
 AX1609
 AX1609;                    North         East    Units  Estimated Accuracy
 AX1609;SPC TXSC     - 4,171,780.      777,350.      MT  (+/- 180 meters Scaled)
 AX1609
 AX1609                          SUPERSEDED SURVEY CONTROL
 AX1609
 AX1609  NGVD 29 (??/??/92)  115.770  (m)          379.82   (f) ADJ UNCH    2 0
 AX1609
 AX1609.Superseded values are not recommended for survey control.
 AX1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1609.See file dsdata.txt to determine how the superseded data were derived.
 AX1609
 AX1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT773504(NAD 83)
 AX1609_MARKER: DB = BENCH MARK DISK
 AX1609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1609_SP_SET: CULVERT
 AX1609_STAMPING: E-122 1933
 AX1609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1609
 AX1609  HISTORY     - Date     Condition        Report By
 AX1609  HISTORY     - 1933     MONUMENTED       CGS
 AX1609
 AX1609                          STATION DESCRIPTION
 AX1609
 AX1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1609'4.9 MI S FROM SHINER.
 AX1609'ALONG THE TEXAS AND NEW ORLEANS R.R. 1.7 MILES NORTH OF ADEL IN THE
 AX1609'NORTH END OF THE WEST HEADWALL OF CULVERT NO. 5E AND 4 POLES SOUTH OF
 AX1609'M.P. 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0915 ***********************************************************************
 BY0915  DESIGNATION -  E 122
 BY0915  PID         -  BY0915
 BY0915  STATE/COUNTY-  TX/ANGELINA
 BY0915  USGS QUAD   -  BALD HILL (1980)
 BY0915
 BY0915                         *CURRENT SURVEY CONTROL
 BY0915  ___________________________________________________________________
 BY0915* NAD 83(1986)-  31 08 17.     (N)    094 38 31.     (W)     SCALED    
 BY0915* NAVD 88     -        59.62   (+/-2cm)     195.6    (feet)  VERTCON   
 BY0915  ___________________________________________________________________
 BY0915  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BY0915
 BY0915  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0915
 BY0915.The horizontal coordinates were scaled from a topographic map and have
 BY0915.an estimated accuracy of +/- 6 seconds.
 BY0915
 BY0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0915.The vertical order pertains to the NGVD 29 superseded value.
 BY0915
 BY0915.The geoid height was determined by GEOID03.
 BY0915
 BY0915;                    North         East    Units  Estimated Accuracy
 BY0915;SPC TX C     - 3,176,990.    1,242,470.      MT  (+/- 180 meters Scaled)
 BY0915
 BY0915                          SUPERSEDED SURVEY CONTROL
 BY0915
 BY0915  NGVD 29 (??/??/92)   59.652  (m)          195.71   (f) ADJ UNCH    2 0
 BY0915
 BY0915.Superseded values are not recommended for survey control.
 BY0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0915.See file dsdata.txt to determine how the superseded data were derived.
 BY0915
 BY0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ434460(NAD 83)
 BY0915_MARKER: DD = SURVEY DISK
 BY0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0915_STAMPING: E 122
 BY0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0915+STABILITY: SURFACE MOTION
 BY0915
 BY0915  HISTORY     - Date     Condition        Report By
 BY0915  HISTORY     - UNK      MONUMENTED       DOD
 BY0915  HISTORY     - 1949     GOOD             NGS
 BY0915
 BY0915                          STATION DESCRIPTION
 BY0915
 BY0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0915'9.8 MI W FROM SHAWNEE PRAIRIE.
 BY0915'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0915'SHAWNEE PRAIRIE, THENCE 3.6 MILES WEST ALONG A GRADED DIRT ROAD,
 BY0915'THENCE 3.3 MILES WEST ALONG AN OLD C.C.C. ROAD, 0.35 MILES EAST OF A
 BY0915'NORTH-SOUTH GRADED DIRT ROAD, 15.0 FEET NORTH OF THE CENTER LINE OF
 BY0915'THE ROAD, 13.3 FEET NORTHEAST OF AN 8-INCH BLAZED PINE TREE, AND SET
 BY0915'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4132 ***********************************************************************
 AW4132  DESIGNATION -  E 1220
 AW4132  PID         -  AW4132
 AW4132  STATE/COUNTY-  TX/BRAZORIA
 AW4132  USGS QUAD   -  SWEENY (1972)
 AW4132
 AW4132                         *CURRENT SURVEY CONTROL
 AW4132  ___________________________________________________________________
 AW4132* NAD 83(1986)-  29 05 32.     (N)    095 37 39.     (W)     SCALED    
 AW4132* NAVD 88     -         8.53   (+/-2cm)      28.0    (feet)  VERTCON   
 AW4132  ___________________________________________________________________
 AW4132  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW4132
 AW4132  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4132
 AW4132.The horizontal coordinates were scaled from a topographic map and have
 AW4132.an estimated accuracy of +/- 6 seconds.
 AW4132
 AW4132.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4132.The vertical order pertains to the NGVD 29 superseded value.
 AW4132
 AW4132.The geoid height was determined by GEOID03.
 AW4132
 AW4132;                    North         East    Units  Estimated Accuracy
 AW4132;SPC TXSC     - 4,144,250.      928,230.      MT  (+/- 180 meters Scaled)
 AW4132
 AW4132                          SUPERSEDED SURVEY CONTROL
 AW4132
 AW4132  NGVD 29 (??/??/92)    8.547  (m)           28.04   (f) ADJ UNCH    2 0
 AW4132
 AW4132.Superseded values are not recommended for survey control.
 AW4132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4132.See file dsdata.txt to determine how the superseded data were derived.
 AW4132
 AW4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN442210(NAD 83)
 AW4132_MARKER: DB = BENCH MARK DISK
 AW4132_SETTING: 0 = UNSPECIFIED SETTING
 AW4132_STAMPING: E 1220 1973
 AW4132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4132
 AW4132  HISTORY     - Date     Condition        Report By
 AW4132  HISTORY     - 1973     MONUMENTED       NGS
 AW4132  HISTORY     - 1987     GOOD             USPSQD
 AW4132  HISTORY     - 1987     GOOD             USPSQD
 AW4132  HISTORY     - 1989     GOOD             USPSQD
 AW4132  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4132
 AW4132                          STATION DESCRIPTION
 AW4132
 AW4132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4132'3.6 MI S FROM WEST COLUMBIA.
 AW4132'3.6 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE INTERSECTION OF STATE
 AW4132'HIGHWAY 35 AT WEST COLUMBIA, AT THE JUNCTION OF MAGNOLIA LANE, 151.5
 AW4132'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 28.5 FEET WEST OF
 AW4132'THE CENTER LINE OF THE LANE, 64.5 FEET SOUTH OF A 6- BY- 6 FOOT
 AW4132'CONCRETE POST BEARING THE INSCRIPTION MAGNOLIA LANE, 1.5 FEET NORTH OF
 AW4132'POWER POLE WITH GUY WIRE, 1.0 FOOT EAST OF A FENCE, 1.0 FOOT SOUTH OF
 AW4132'A WITNESS POST, ABOUT LEVEL WITH THE LANE, A DISK ON THE TOP OF A
 AW4132'5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG AND HAS A BASE PLATE
 AW4132'ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH IRON
 AW4132'PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW4132
 AW4132                          STATION RECOVERY (1987)
 AW4132
 AW4132'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4132'RECOVERED IN GOOD CONDITION.
 AW4132
 AW4132                          STATION RECOVERY (1987)
 AW4132
 AW4132'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4132'RECOVERED IN GOOD CONDITION.
 AW4132
 AW4132                          STATION RECOVERY (1989)
 AW4132
 AW4132'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4132'RECOVERED IN GOOD CONDITION.
 AW4132
 AW4132                          STATION RECOVERY (1994)
 AW4132
 AW4132'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1768 ***********************************************************************
 AW1768  DESIGNATION -  E 1221
 AW1768  PID         -  AW1768
 AW1768  STATE/COUNTY-  TX/HARRIS
 AW1768  USGS QUAD   -  ALDINE (1995)
 AW1768
 AW1768                         *CURRENT SURVEY CONTROL
 AW1768  ___________________________________________________________________
 AW1768* NAD 83(1986)-  29 53 32.     (N)    095 29 47.     (W)     SCALED    
 AW1768* NAVD 88     -        29.657  (meters)      97.30   (feet)  ADJUSTED  
 AW1768  ___________________________________________________________________
 AW1768  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW1768  DYNAMIC HT  -          29.617 (meters)      97.17  (feet)  COMP
 AW1768  MODELED GRAV-     979,290.2   (mgal)                       NAVD 88
 AW1768
 AW1768  VERT ORDER  -  FIRST     CLASS II
 AW1768
 AW1768.The horizontal coordinates were scaled from a topographic map and have
 AW1768.an estimated accuracy of +/- 6 seconds.
 AW1768
 AW1768.The orthometric height was determined by differential leveling
 AW1768.and adjusted by the National Geodetic Survey in June 1991..
 AW1768
 AW1768.The geoid height was determined by GEOID03.
 AW1768
 AW1768.The dynamic height is computed by dividing the NAVD 88
 AW1768.geopotential number by the normal gravity value computed on the
 AW1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1768.degrees latitude (g = 980.6199 gals.).
 AW1768
 AW1768.The modeled gravity was interpolated from observed gravity values.
 AW1768
 AW1768;                    North         East    Units  Estimated Accuracy
 AW1768;SPC TXSC     - 4,233,250.      938,330.      MT  (+/- 180 meters Scaled)
 AW1768
 AW1768                          SUPERSEDED SURVEY CONTROL
 AW1768
 AW1768  NGVD 29 (12/23/87)   29.652  (m)           97.28   (f) ADJUSTED    1 2
 AW1768
 AW1768.Superseded values are not recommended for survey control.
 AW1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1768.See file dsdata.txt to determine how the superseded data were derived.
 AW1768
 AW1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP589094(NAD 83)
 AW1768_MARKER: DB = BENCH MARK DISK
 AW1768_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1768+WITH SETTING: PAVEMENT
 AW1768_SP_SET: TOWER FOUNDATION
 AW1768_STAMPING: E 1221 1973
 AW1768_MARK LOGO: NGS   
 AW1768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1768+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW1768
 AW1768  HISTORY     - Date     Condition        Report By
 AW1768  HISTORY     - 1973     MONUMENTED       NGS
 AW1768  HISTORY     - 1978     GOOD             NGS
 AW1768  HISTORY     - 1986     GOOD             NGS
 AW1768  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1768  HISTORY     - 1990     GOOD             USPSQD
 AW1768  HISTORY     - 20040712 GOOD             USPSQD
 AW1768  HISTORY     - 20051014 GOOD             USPSQD
 AW1768
 AW1768                          STATION DESCRIPTION
 AW1768
 AW1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1768'10.9 MI NW FROM HOUSTON.
 AW1768'ABOUT 2.65 MILES NORTH ALONG NORTH SHEPHERD DR. FROM THE CROSSING OF
 AW1768'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 8.25 MILES NORTHWEST ALONG
 AW1768'BURLINGTON-ROCK ISLAND RAILROAD, SET IN THE TOP OF SOUTH CORNER OF A
 AW1768'CONCRETE FOUNDATION TO A LARGE STEEL POWER POLE, 2 1/2 POLES SOUTHEAST
 AW1768'OF MILE POST 69, 40 FEET NORTHEAST OF THE NORTHEAST RAIL, 6 FEET
 AW1768'SOUTHWEST OF A FENCE, 0.6 FOOT NORTH OF THE SOUTH EDGE, 4 FEET BELOW
 AW1768'THE LEVEL OF THE RAILS.
 AW1768
 AW1768                          STATION RECOVERY (1978)
 AW1768
 AW1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1768'RECOVERED IN GOOD CONDITION.
 AW1768
 AW1768                          STATION RECOVERY (1986)
 AW1768
 AW1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1768'RECOVERED IN GOOD CONDITION.
 AW1768
 AW1768                          STATION RECOVERY (1987)
 AW1768
 AW1768'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1768'MARK NOT FOUND.
 AW1768
 AW1768                          STATION RECOVERY (1990)
 AW1768
 AW1768'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW1768'RECOVERED IN GOOD CONDITION.
 AW1768
 AW1768                          STATION RECOVERY (2004)
 AW1768
 AW1768'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1768'RECOVERED IN GOOD CONDITION.
 AW1768
 AW1768                          STATION RECOVERY (2005)
 AW1768
 AW1768'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1768'FOUND AS DESCRIBED. THESE LOCATIONS ARE VERY EASY TO FIND.  I
 AW1768'RECOMMEND PUTTING MARKS ON HIGHLINE TOWERS IN THE FUTURE. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1788 ***********************************************************************
 AW1788  DESIGNATION -  E 1222
 AW1788  PID         -  AW1788
 AW1788  STATE/COUNTY-  TX/HARRIS
 AW1788  USGS QUAD   -  SATSUMA (1982)
 AW1788
 AW1788                         *CURRENT SURVEY CONTROL
 AW1788  ___________________________________________________________________
 AW1788* NAD 83(1986)-  29 55 59.     (N)    095 35 00.     (W)     SCALED    
 AW1788* NAVD 88     -        38.50   (+/-2cm)     126.3    (feet)  VERTCON   
 AW1788  ___________________________________________________________________
 AW1788  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW1788
 AW1788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1788
 AW1788.The horizontal coordinates were scaled from a topographic map and have
 AW1788.an estimated accuracy of +/- 6 seconds.
 AW1788
 AW1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1788.The vertical order pertains to the NGVD 29 superseded value.
 AW1788
 AW1788.The geoid height was determined by GEOID03.
 AW1788
 AW1788;                    North         East    Units  Estimated Accuracy
 AW1788;SPC TXSC     - 4,237,530.      929,810.      MT  (+/- 180 meters Scaled)
 AW1788
 AW1788                          SUPERSEDED SURVEY CONTROL
 AW1788
 AW1788  NGVD 29 (??/??/92)   38.490  (m)          126.28   (f) ADJ UNCH    2 0
 AW1788
 AW1788.Superseded values are not recommended for survey control.
 AW1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1788.See file dsdata.txt to determine how the superseded data were derived.
 AW1788
 AW1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP506141(NAD 83)
 AW1788_MARKER: DB = BENCH MARK DISK
 AW1788_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1788_SP_SET: 24 FT.
 AW1788_STAMPING: E 1222 1973
 AW1788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1788
 AW1788  HISTORY     - Date     Condition        Report By
 AW1788  HISTORY     - 1973     MONUMENTED       NGS
 AW1788  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1788  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW1788
 AW1788                          STATION DESCRIPTION
 AW1788
 AW1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1788'8.65 MI E FROM CYPRESS.
 AW1788'ABOUT 6.15 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1788'AT CYPRESS, THENCE 2.5 MILES NORTHEAST ALONG FARM ROAD 1960, ABOUT 63
 AW1788'FEET WEST OF THE CENTER LINE OF THE INTERSECTION OF JONES RD., 50 1/2
 AW1788'FEET NORTHWEST OF THE CENTER LINE OF FARM ROAD 1960, 22.8 FEET
 AW1788'SOUTHWEST OF A POWER POLE, 1.6 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 AW1788'THE CONCRETE FOUNDATION OF AN ELECTRIC (SIGNAL LIGHT) CONTROL BOX, 1
 AW1788'FOOT NORTHEAST OF THE BASE OF TWO GUY WIRES, 2.9 FEET WEST OF A METAL
 AW1788'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS A DISK SET ON TOP
 AW1788'OF A 5/8-INCH COPPER COATED STEEL ROD FLUSH WITH THE GROUND, AND
 AW1788'PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 1 INCH.  THE ROD WAS
 AW1788'DRIVEN TO A DEPTH OF 24 FEET.
 AW1788
 AW1788                          STATION RECOVERY (1978)
 AW1788
 AW1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1788'NOT RECOVERED.  NOTE=THE ROADS AT THE DESCRIBED INTERSECTION HAVE
 AW1788'BEEN WIDENED AND NEW STRUCTURES HAVE BEEN BUILT.
 AW1788
 AW1788                          STATION RECOVERY (1994)
 AW1788
 AW1788'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1016 ***********************************************************************
 AX1016  DESIGNATION -  E 1223
 AX1016  PID         -  AX1016
 AX1016  STATE/COUNTY-  TX/FAYETTE
 AX1016  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1016
 AX1016                         *CURRENT SURVEY CONTROL
 AX1016  ___________________________________________________________________
 AX1016* NAD 83(1986)-  29 54 26.     (N)    096 47 17.     (W)     SCALED    
 AX1016* NAVD 88     -        94.413  (meters)     309.75   (feet)  ADJUSTED  
 AX1016  ___________________________________________________________________
 AX1016  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AX1016  DYNAMIC HT  -          94.282 (meters)     309.32  (feet)  COMP
 AX1016  MODELED GRAV-     979,262.8   (mgal)                       NAVD 88
 AX1016  OBS GRAVITY -     979,267.3   (mgal)                       GRAV_OBS
 AX1016
 AX1016  VERT ORDER  -  FIRST     CLASS I
 AX1016
 AX1016.The horizontal coordinates were scaled from a topographic map and have
 AX1016.an estimated accuracy of +/- 6 seconds.
 AX1016
 AX1016.The orthometric height was determined by differential leveling
 AX1016.and adjusted by the National Geodetic Survey in June 1991..
 AX1016
 AX1016.The geoid height was determined by GEOID03.
 AX1016
 AX1016.The dynamic height is computed by dividing the NAVD 88
 AX1016.geopotential number by the normal gravity value computed on the
 AX1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1016.degrees latitude (g = 980.6199 gals.).
 AX1016
 AX1016.The modeled gravity was interpolated from observed gravity values.
 AX1016.The observed gravity was obtained from relative gravimeter ties
 AX1016.to the IGSN71 gravity network.
 AX1016
 AX1016;                    North         East    Units  Estimated Accuracy
 AX1016;SPC TXSC     - 4,231,870.      813,590.      MT  (+/- 180 meters Scaled)
 AX1016
 AX1016                          SUPERSEDED SURVEY CONTROL
 AX1016
 AX1016  NGVD 29 (12/23/87)   94.368  (m)          309.61   (f) ADJUSTED    1 1
 AX1016
 AX1016.Superseded values are not recommended for survey control.
 AX1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1016.See file dsdata.txt to determine how the superseded data were derived.
 AX1016
 AX1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU135105(NAD 83)
 AX1016_MARKER: DB = BENCH MARK DISK
 AX1016_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX1016_SP_SET: COPPER-CLAD STEEL ROD
 AX1016_STAMPING: E 1223 1973
 AX1016_MARK LOGO: NGS   
 AX1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1016
 AX1016  HISTORY     - Date     Condition        Report By
 AX1016  HISTORY     - 1973     MONUMENTED       NGS
 AX1016  HISTORY     - 1976     GOOD             NGS
 AX1016  HISTORY     - 1976     GOOD             NGS
 AX1016  HISTORY     - 1978     GOOD             NGS
 AX1016  HISTORY     - 1986     GOOD             NGS
 AX1016
 AX1016                          STATION DESCRIPTION
 AX1016
 AX1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1016'5.7 MI E FROM LA GRANGE.
 AX1016'5.7 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1016'STATION AT LA GRANGE, 2 1/2 POLES EAST OF MILE POLE 994, AT THE
 AX1016'CROSSING OF COUNTY ROAD 125, 45.3 FEET NORTH OF THE NORTH RAIL 22 FEET
 AX1016'WEST OF THE CENTER LINE OF THE ROAD, 116.7 FEET NORTH-NORTHWEST ACROSS
 AX1016'THE ROAD AND THE TRACK FROM BENCH MARK D 7, 90 FEET NORTH-NORTHWEST
 AX1016'AND ACROSS THE ROAD FROM THE 3RD TELEPHONE POLE EAST OF THE MILE POLE,
 AX1016'2.5 FEET SOUTH OF A FENCE, 2 1/2 FEET SOUTHWEST OF A FENCE CORNER
 AX1016'POST, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 0.5 FOOT LOWER THAN THE
 AX1016'TRACK AND LEVEL WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AX1016'COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 12 FEET. THE UPPER
 AX1016'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.2 FOOT
 AX1016'ABOVE THE GROUND.
 AX1016
 AX1016                          STATION RECOVERY (1976)
 AX1016
 AX1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1016'RECOVERED IN GOOD CONDITION.
 AX1016
 AX1016                          STATION RECOVERY (1976)
 AX1016
 AX1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1016'RECOVERED IN GOOD CONDITION.
 AX1016
 AX1016                          STATION RECOVERY (1978)
 AX1016
 AX1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1016'RECOVERED IN GOOD CONDITION.
 AX1016
 AX1016                          STATION RECOVERY (1986)
 AX1016
 AX1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0979 ***********************************************************************
 AX0979  DESIGNATION -  E 1224
 AX0979  PID         -  AX0979
 AX0979  STATE/COUNTY-  TX/FAYETTE
 AX0979  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0979
 AX0979                         *CURRENT SURVEY CONTROL
 AX0979  ___________________________________________________________________
 AX0979* NAD 83(1986)-  29 56 42.     (N)    096 59 46.     (W)     SCALED    
 AX0979* NAVD 88     -        89.141  (meters)     292.46   (feet)  ADJUSTED  
 AX0979  ___________________________________________________________________
 AX0979  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AX0979  DYNAMIC HT  -          89.019 (meters)     292.06  (feet)  COMP
 AX0979  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 AX0979
 AX0979  VERT ORDER  -  FIRST     CLASS I
 AX0979
 AX0979.The horizontal coordinates were scaled from a topographic map and have
 AX0979.an estimated accuracy of +/- 6 seconds.
 AX0979
 AX0979.The orthometric height was determined by differential leveling
 AX0979.and adjusted by the National Geodetic Survey in June 1991..
 AX0979
 AX0979.The geoid height was determined by GEOID03.
 AX0979
 AX0979.The dynamic height is computed by dividing the NAVD 88
 AX0979.geopotential number by the normal gravity value computed on the
 AX0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0979.degrees latitude (g = 980.6199 gals.).
 AX0979
 AX0979.The modeled gravity was interpolated from observed gravity values.
 AX0979
 AX0979;                    North         East    Units  Estimated Accuracy
 AX0979;SPC TXSC     - 4,235,690.      793,430.      MT  (+/- 180 meters Scaled)
 AX0979
 AX0979                          SUPERSEDED SURVEY CONTROL
 AX0979
 AX0979  NGVD 29 (??/??/92)   89.089  (m)          292.29   (f) ADJ UNCH    1 1
 AX0979
 AX0979.Superseded values are not recommended for survey control.
 AX0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0979.See file dsdata.txt to determine how the superseded data were derived.
 AX0979
 AX0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU933143(NAD 83)
 AX0979_MARKER: DB = BENCH MARK DISK
 AX0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0979_STAMPING: E 1224 1973
 AX0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0979+STABILITY: SURFACE MOTION
 AX0979
 AX0979  HISTORY     - Date     Condition        Report By
 AX0979  HISTORY     - 1973     MONUMENTED       NGS
 AX0979  HISTORY     - 1978     GOOD             NGS
 AX0979  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0979
 AX0979                          STATION DESCRIPTION
 AX0979
 AX0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0979'1.9 MI NW FROM PLUM.
 AX0979'1.9 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0979'CROSSING OF AN ASPHALT ROAD AT PLUM, 0.45 MILE NORTHWEST OF MILE POLE
 AX0979'981, AT THE CROSSING OF AN ASPHALT ROAD TO PRAIRIE VALLEY, 36.8 FEET
 AX0979'SOUTHWEST OF THE SOUTHWEST RAIL, 27 FEET EAST OF THE CENTER LINE OF
 AX0979'THE ROAD, 1 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 11 FEET EAST OF A
 AX0979'FENCE CORNER POST, 1.3 FEET NORTHWEST OF A WITNESS POST, 11.0 FEET
 AX0979'NORTHEAST OF A FENCE, ABOUT 1/2 FOOT LOWER THAN THE TRACK AND LEVEL
 AX0979'WITH THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 AX0979'DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 36 FEET.  THE UPPER PORTION OF
 AX0979'THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 AX0979'GROUND.
 AX0979
 AX0979                          STATION RECOVERY (1978)
 AX0979
 AX0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0979'RECOVERED IN GOOD CONDITION.
 AX0979
 AX0979                          STATION RECOVERY (1997)
 AX0979
 AX0979'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0665 ***********************************************************************
 BM0665  DESIGNATION -  E 1225
 BM0665  PID         -  BM0665
 BM0665  STATE/COUNTY-  TX/TRAVIS
 BM0665  USGS QUAD   -  WEBBERVILLE (1987)
 BM0665
 BM0665                         *CURRENT SURVEY CONTROL
 BM0665  ___________________________________________________________________
 BM0665* NAD 83(1986)-  30 10 46.     (N)    097 32 06.     (W)     SCALED    
 BM0665* NAVD 88     -       126.620  (meters)     415.42   (feet)  ADJUSTED  
 BM0665  ___________________________________________________________________
 BM0665  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0665  DYNAMIC HT  -         126.448 (meters)     414.85  (feet)  COMP
 BM0665  MODELED GRAV-     979,277.0   (mgal)                       NAVD 88
 BM0665
 BM0665  VERT ORDER  -  FIRST     CLASS I
 BM0665
 BM0665.The horizontal coordinates were scaled from a topographic map and have
 BM0665.an estimated accuracy of +/- 6 seconds.
 BM0665
 BM0665.The orthometric height was determined by differential leveling
 BM0665.and adjusted by the National Geodetic Survey in June 1991..
 BM0665
 BM0665.The geoid height was determined by GEOID03.
 BM0665
 BM0665.The dynamic height is computed by dividing the NAVD 88
 BM0665.geopotential number by the normal gravity value computed on the
 BM0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0665.degrees latitude (g = 980.6199 gals.).
 BM0665
 BM0665.The modeled gravity was interpolated from observed gravity values.
 BM0665
 BM0665;                    North         East    Units  Estimated Accuracy
 BM0665;SPC TX C     - 3,060,240.      969,480.      MT  (+/- 180 meters Scaled)
 BM0665
 BM0665                          SUPERSEDED SURVEY CONTROL
 BM0665
 BM0665  NGVD 29 (??/??/92)  126.542  (m)          415.16   (f) ADJ UNCH    1 1
 BM0665
 BM0665.Superseded values are not recommended for survey control.
 BM0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0665.See file dsdata.txt to determine how the superseded data were derived.
 BM0665
 BM0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU410395(NAD 83)
 BM0665_MARKER: DB = BENCH MARK DISK
 BM0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0665_SP_SET: BRIDGE
 BM0665_STAMPING: E 1225 1973
 BM0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0665+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 BM0665
 BM0665  HISTORY     - Date     Condition        Report By
 BM0665  HISTORY     - 1973     MONUMENTED       NGS
 BM0665  HISTORY     - 1978     GOOD             NGS
 BM0665  HISTORY     - 1989     GOOD             USPSQD
 BM0665  HISTORY     - 1991     GOOD             USPSQD
 BM0665  HISTORY     - 19980815 GOOD             USPSQD
 BM0665  HISTORY     - 20030308 GOOD             USPSQD
 BM0665  HISTORY     - 20040612 GOOD             USPSQD
 BM0665
 BM0665                          STATION DESCRIPTION
 BM0665
 BM0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0665'1.65 MI E FROM GARFIELD.
 BM0665'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0665'STATION AND STORE AT GARFIELD, THENCE 0.4 MILES NORTHWEST OF THE
 BM0665'TRAVIS-GARFIELD COUNTY LINE AT THE MOST SOUTHWEST ONE OF THE TWO
 BM0665'CONCRETE HIGHWAY BRIDGES, 24.5 FEET NORTHEAST OF THE CENTER LINE OF
 BM0665'THE SOUTHWEST LANE OF THE HIGHWAY, SET IN TOP OF THE EAST CONCRETE
 BM0665'WINGWALL OF THE BRIDGE, 5.5 FEET NORTHEAST OF THE NORTHEAST END OF A
 BM0665'STEEL GUARD RAILING, 0.65 MILES SOUTHEAST OF THE BENCH MARK D 1225,
 BM0665'ABOUT 1.0 FEET ABOVE THE HIGHWAY.
 BM0665
 BM0665                          STATION RECOVERY (1978)
 BM0665
 BM0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0665'RECOVERED IN GOOD CONDITION.
 BM0665
 BM0665                          STATION RECOVERY (1989)
 BM0665
 BM0665'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0665'RECOVERED IN GOOD CONDITION.
 BM0665
 BM0665                          STATION RECOVERY (1991)
 BM0665
 BM0665'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0665'RECOVERED IN GOOD CONDITION.
 BM0665
 BM0665                          STATION RECOVERY (1998)
 BM0665
 BM0665'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0665'RECOVERED IN GOOD CONDITION.
 BM0665
 BM0665                          STATION RECOVERY (2003)
 BM0665
 BM0665'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0665'RECOVERED IN GOOD CONDITION.
 BM0665
 BM0665                          STATION RECOVERY (2004)
 BM0665
 BM0665'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2424 ***********************************************************************
 AX2424  DESIGNATION -  E 1226
 AX2424  PID         -  AX2424
 AX2424  STATE/COUNTY-  TX/AUSTIN
 AX2424  USGS QUAD   -  NEW ULM (1981)
 AX2424
 AX2424                         *CURRENT SURVEY CONTROL
 AX2424  ___________________________________________________________________
 AX2424* NAD 83(1986)-  29 52 40.     (N)    096 26 07.     (W)     SCALED    
 AX2424* NAVD 88     -       112.115  (meters)     367.83   (feet)  ADJUSTED  
 AX2424  ___________________________________________________________________
 AX2424  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX2424  DYNAMIC HT  -         111.961 (meters)     367.33  (feet)  COMP
 AX2424  MODELED GRAV-     979,269.7   (mgal)                       NAVD 88
 AX2424  OBS GRAVITY -     979,265.3   (mgal)                       GRAV_OBS
 AX2424
 AX2424  VERT ORDER  -  FIRST     CLASS I
 AX2424
 AX2424.The horizontal coordinates were scaled from a topographic map and have
 AX2424.an estimated accuracy of +/- 6 seconds.
 AX2424
 AX2424.The orthometric height was determined by differential leveling
 AX2424.and adjusted by the National Geodetic Survey in June 1991..
 AX2424
 AX2424.The geoid height was determined by GEOID03.
 AX2424
 AX2424.The dynamic height is computed by dividing the NAVD 88
 AX2424.geopotential number by the normal gravity value computed on the
 AX2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2424.degrees latitude (g = 980.6199 gals.).
 AX2424
 AX2424.The modeled gravity was interpolated from observed gravity values.
 AX2424.The observed gravity was obtained from relative gravimeter ties
 AX2424.to the IGSN71 gravity network.
 AX2424
 AX2424;                    North         East    Units  Estimated Accuracy
 AX2424;SPC TXSC     - 4,229,300.      847,720.      MT  (+/- 180 meters Scaled)
 AX2424
 AX2424                          SUPERSEDED SURVEY CONTROL
 AX2424
 AX2424  NGVD 29 (12/23/87)  112.082  (m)          367.72   (f) ADJUSTED    1 1
 AX2424
 AX2424.Superseded values are not recommended for survey control.
 AX2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2424.See file dsdata.txt to determine how the superseded data were derived.
 AX2424
 AX2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU477080(NAD 83)
 AX2424_MARKER: DB = BENCH MARK DISK
 AX2424_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX2424+WITH SETTING: INTO GROUND
 AX2424_SP_SET: METAL ROD WITH BASE PLATE
 AX2424_STAMPING: E 1226 1976
 AX2424_MARK LOGO: NGS   
 AX2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2424+STABILITY: SURFACE MOTION
 AX2424
 AX2424  HISTORY     - Date     Condition        Report By
 AX2424  HISTORY     - 1976     MONUMENTED       NGS
 AX2424  HISTORY     - 1978     GOOD             NGS
 AX2424  HISTORY     - 1987     GOOD             NGS
 AX2424
 AX2424                          STATION DESCRIPTION
 AX2424
 AX2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AX2424'3.5 MI EAST FROM NEW ULM.
 AX2424'3.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX2424'THE CROSSING OF FARM ROAD 109 AT NEW ULM, AT THE CROSSING FOR THE
 AX2424'PRIVATELY OWNED ROAD AT THE SOUTH EDGE OF A YARD AROUND HUNTING
 AX2424'CABIN, 270 FEET WEST OF THE WEST END OF WOODEN TRESSEL, 51 FEET
 AX2424'WEST OF THE CENTERLINE OF ROAD CROSSING, 35 FEET WEST OF THE
 AX2424'WEST END OF GATE, 30 FEET NORTH OF THE NORTH RAIL, 9 FEET SOUTH
 AX2424'OF WIRE FENCE, AND 3 FEET WEST OF TELEPHONE POLE.  DISK IS LEVEL
 AX2424'WITH GROUND ACCESS IS THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AX2424
 AX2424                          STATION RECOVERY (1987)
 AX2424
 AX2424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX2424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1120 ***********************************************************************
 AW1120  DESIGNATION -  E 1227
 AW1120  PID         -  AW1120
 AW1120  STATE/COUNTY-  TX/HARRIS
 AW1120  USGS QUAD   -  PARK PLACE (1995)
 AW1120
 AW1120                         *CURRENT SURVEY CONTROL
 AW1120  ___________________________________________________________________
 AW1120* NAD 83(1986)-  29 42 03.     (N)    095 16 12.     (W)     SCALED    
 AW1120* NAVD 88     -         9.042  (meters)      29.67   (feet)  ADJUSTED  
 AW1120  ___________________________________________________________________
 AW1120  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1120  DYNAMIC HT  -           9.030 (meters)      29.63  (feet)  COMP
 AW1120  MODELED GRAV-     979,281.5   (mgal)                       NAVD 88
 AW1120
 AW1120  VERT ORDER  -  FIRST     CLASS I
 AW1120
 AW1120.The horizontal coordinates were scaled from a topographic map and have
 AW1120.an estimated accuracy of +/- 6 seconds.
 AW1120
 AW1120.The orthometric height was determined by differential leveling
 AW1120.and adjusted by the National Geodetic Survey in June 1991..
 AW1120
 AW1120.The geoid height was determined by GEOID03.
 AW1120
 AW1120.The dynamic height is computed by dividing the NAVD 88
 AW1120.geopotential number by the normal gravity value computed on the
 AW1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1120.degrees latitude (g = 980.6199 gals.).
 AW1120
 AW1120.The modeled gravity was interpolated from observed gravity values.
 AW1120
 AW1120;                    North         East    Units  Estimated Accuracy
 AW1120;SPC TXSC     - 4,212,730.      960,870.      MT  (+/- 180 meters Scaled)
 AW1120
 AW1120                          SUPERSEDED SURVEY CONTROL
 AW1120
 AW1120  NGVD 29 (12/23/87)    9.039  (m)           29.66   (f) ADJUSTED    1 1
 AW1120
 AW1120.Superseded values are not recommended for survey control.
 AW1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1120.See file dsdata.txt to determine how the superseded data were derived.
 AW1120
 AW1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN803877(NAD 83)
 AW1120_MARKER: DB = BENCH MARK DISK
 AW1120_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1120_SP_SET: COPPER-CLAD STEEL ROD
 AW1120_STAMPING: E 1227 1976
 AW1120_MARK LOGO: NGS   
 AW1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1120+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1120
 AW1120  HISTORY     - Date     Condition        Report By
 AW1120  HISTORY     - 1976     MONUMENTED       NGS
 AW1120  HISTORY     - 1978     GOOD             NGS
 AW1120  HISTORY     - 1983     GOOD             NGS
 AW1120  HISTORY     - 1987     GOOD             NGS
 AW1120  HISTORY     - 1989     GOOD             USPSQD
 AW1120  HISTORY     - 1989     GOOD             USPSQD
 AW1120  HISTORY     - 1989     GOOD             USPSQD
 AW1120  HISTORY     - 1989     GOOD             USPSQD
 AW1120  HISTORY     - 19950624 POOR             USPSQD
 AW1120  HISTORY     - 20031013 GOOD             USPSQD
 AW1120  HISTORY     - 20041125 GOOD             USPSQD
 AW1120  HISTORY     - 20060520 GOOD             USPSQD
 AW1120
 AW1120                          STATION DESCRIPTION
 AW1120
 AW1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1120'3.3 MI NW FROM SOUTH HOUSTON.
 AW1120'3.3 MILES NW ALONG THE GALVESTON HOUSTON AND HENDERSON RAILROAD FROM
 AW1120'THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, TO THE JUNCTION OF
 AW1120'CENTRAL STREET, 55 FEET SE OF THE CENTER LINE OF CENTRAL STREET, 35.6
 AW1120'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWESTBOUND LANES OF STATE
 AW1120'HIGHWAY 3, 9.5 FEET NORTHEAST OF A CHAIN LINK FENCE CORNER, 2 FEET
 AW1120'NORTHWEST OF A CHAIN LINK FENCE.  ROD WAS DRIVEN TO GRADUAL REFUSAL.
 AW1120
 AW1120                          STATION RECOVERY (1978)
 AW1120
 AW1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1120'RECOVERED IN GOOD CONDITION.
 AW1120
 AW1120                          STATION RECOVERY (1983)
 AW1120
 AW1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1120'RECOVERED IN GOOD CONDITION.  NOTE, SET IN A HEDGE ROW, 3.3 METERS
 AW1120'(10.8 FT) NORTHEAST OF A POWERLINE POLE WITH A STREET LIGHT, AND
 AW1120'2.2 METERS (7.2 FT) EAST-NORTHEAST OF THE EAST CORNER OF A 2 BY 4 FOOT
 AW1120'CONCRETE FOUNDATION OF TELEPHONE SUBSTATION BOX.
 AW1120
 AW1120                          STATION RECOVERY (1987)
 AW1120
 AW1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1120'RECOVERED IN GOOD CONDITION.
 AW1120
 AW1120                          STATION RECOVERY (1989)
 AW1120
 AW1120'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1120'RECOVERED IN GOOD CONDITION.
 AW1120
 AW1120                          STATION RECOVERY (1989)
 AW1120
 AW1120'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1120'RECOVERED IN GOOD CONDITION.
 AW1120
 AW1120                          STATION RECOVERY (1989)
 AW1120
 AW1120'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1120'RECOVERED IN GOOD CONDITION.
 AW1120
 AW1120                          STATION RECOVERY (1989)
 AW1120
 AW1120'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1120'RECOVERED IN GOOD CONDITION.
 AW1120
 AW1120                          STATION RECOVERY (1995)
 AW1120
 AW1120'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1120'MARK RECOVERED IN POOR CONDITION.
 AW1120
 AW1120                          STATION RECOVERY (2003)
 AW1120
 AW1120'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1120'RECOVERED IN GOOD CONDITION.
 AW1120
 AW1120                          STATION RECOVERY (2004)
 AW1120
 AW1120'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1120'GO TO N 29 42 04.1 W 095 16 12.4.
 AW1120
 AW1120                          STATION RECOVERY (2006)
 AW1120
 AW1120'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1120'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0914 ***********************************************************************
 BY0914  DESIGNATION -  E 123
 BY0914  PID         -  BY0914
 BY0914  STATE/COUNTY-  TX/ANGELINA
 BY0914  USGS QUAD   -  BALD HILL (1980)
 BY0914
 BY0914                         *CURRENT SURVEY CONTROL
 BY0914  ___________________________________________________________________
 BY0914* NAD 83(1986)-  31 08 14.     (N)    094 38 39.     (W)     SCALED    
 BY0914* NAVD 88     -        66.40   (+/-2cm)     217.8    (feet)  VERTCON   
 BY0914  ___________________________________________________________________
 BY0914  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BY0914
 BY0914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0914
 BY0914.The horizontal coordinates were scaled from a topographic map and have
 BY0914.an estimated accuracy of +/- 6 seconds.
 BY0914
 BY0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0914.The vertical order pertains to the NGVD 29 superseded value.
 BY0914
 BY0914.The geoid height was determined by GEOID03.
 BY0914
 BY0914;                    North         East    Units  Estimated Accuracy
 BY0914;SPC TX C     - 3,176,890.    1,242,260.      MT  (+/- 180 meters Scaled)
 BY0914
 BY0914                          SUPERSEDED SURVEY CONTROL
 BY0914
 BY0914  NGVD 29 (??/??/92)   66.430  (m)          217.95   (f) ADJ UNCH    2 0
 BY0914
 BY0914.Superseded values are not recommended for survey control.
 BY0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0914.See file dsdata.txt to determine how the superseded data were derived.
 BY0914
 BY0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ432459(NAD 83)
 BY0914_MARKER: DD = SURVEY DISK
 BY0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0914_STAMPING: E 123
 BY0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0914+STABILITY: SURFACE MOTION
 BY0914
 BY0914  HISTORY     - Date     Condition        Report By
 BY0914  HISTORY     - UNK      MONUMENTED       DOD
 BY0914  HISTORY     - 1949     GOOD             NGS
 BY0914
 BY0914                          STATION DESCRIPTION
 BY0914
 BY0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0914'9.95 MI W FROM SHAWNEE PRAIRIE.
 BY0914'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0914'SHAWNEE PRAIRIE, THENCE 3.6 MILES WEST ALONG A GRADED DIRT ROAD,
 BY0914'THENCE 3.45 MILES WEST ALONG AN OLD C.C.C. ROAD, 0.2 MILE EAST OF A
 BY0914'NORTH-SOUTH GRADED DIRT ROAD, 14.7 FEET EAST OF AN 18-INCH OAK TREE,
 BY0914'14.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4.6 FEET SOUTH OF
 BY0914'A BLAZED 8-INCH PINE TREE, AND SET IN THE TOP OF A CONCRETE POST
 BY0914'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1179 ***********************************************************************
 AN1179  DESIGNATION -  E 123
 AN1179  PID         -  AN1179
 AN1179  STATE/COUNTY-  TX/VICTORIA
 AN1179  USGS QUAD   -  NURSERY (1987)
 AN1179
 AN1179                         *CURRENT SURVEY CONTROL
 AN1179  ___________________________________________________________________
 AN1179* NAD 83(1986)-  28 56 53.     (N)    097 07 22.     (W)     SCALED    
 AN1179* NAVD 88     -        47.55   (+/-2cm)     156.0    (feet)  VERTCON   
 AN1179  ___________________________________________________________________
 AN1179  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1179
 AN1179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1179
 AN1179.The horizontal coordinates were scaled from a topographic map and have
 AN1179.an estimated accuracy of +/- 6 seconds.
 AN1179
 AN1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1179.The vertical order pertains to the NGVD 29 superseded value.
 AN1179
 AN1179.The geoid height was determined by GEOID03.
 AN1179
 AN1179;                    North         East    Units  Estimated Accuracy
 AN1179;SPC TXSC     - 4,125,010.      782,980.      MT  (+/- 180 meters Scaled)
 AN1179
 AN1179                          SUPERSEDED SURVEY CONTROL
 AN1179
 AN1179  NGVD 29 (??/??/92)   47.596  (m)          156.15   (f) ADJ UNCH    2 0
 AN1179
 AN1179.Superseded values are not recommended for survey control.
 AN1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1179.See file dsdata.txt to determine how the superseded data were derived.
 AN1179
 AN1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT829036(NAD 83)
 AN1179_MARKER: DB = BENCH MARK DISK
 AN1179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1179_SP_SET: CULVERT
 AN1179_STAMPING: E 123 1933
 AN1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1179
 AN1179  HISTORY     - Date     Condition        Report By
 AN1179  HISTORY     - 1933     MONUMENTED       CGS
 AN1179  HISTORY     - 1934     GOOD             NGS
 AN1179
 AN1179                          STATION DESCRIPTION
 AN1179
 AN1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AN1179'3.9 MI SE FROM THOMASTON.
 AN1179'IN VICTORIA COUNTY, 3.9 MILES SOUTHEAST ALONG THE TEXAS AND NEW
 AN1179'ORLEANS RAILROAD FROM THE STATION AT THOMASTON, DE WITT COUNTY, 3
 AN1179'POLES NORTHWEST OF MILEPOST 40, AT CONCRETE BOX CULVERT 40 A, AND IN
 AN1179'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL.  A STANDARD
 AN1179'DISK, STAMPED E 123 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0712 ***********************************************************************
 CD0712  DESIGNATION -  E 1235
 CD0712  PID         -  CD0712
 CD0712  STATE/COUNTY-  TX/CULBERSON
 CD0712  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0712
 CD0712                         *CURRENT SURVEY CONTROL
 CD0712  ___________________________________________________________________
 CD0712* NAD 83(1986)-  31 57 49.     (N)    104 39 59.     (W)     SCALED    
 CD0712* NAVD 88     -      1402.469  (meters)    4601.27   (feet)  ADJUSTED  
 CD0712  ___________________________________________________________________
 CD0712  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CD0712  DYNAMIC HT  -        1400.312 (meters)    4594.19  (feet)  COMP
 CD0712  MODELED GRAV-     979,052.2   (mgal)                       NAVD 88
 CD0712
 CD0712  VERT ORDER  -  FIRST     CLASS I
 CD0712
 CD0712.The horizontal coordinates were scaled from a topographic map and have
 CD0712.an estimated accuracy of +/- 6 seconds.
 CD0712
 CD0712.The orthometric height was determined by differential leveling
 CD0712.and adjusted by the National Geodetic Survey in June 1991..
 CD0712
 CD0712.The geoid height was determined by GEOID03.
 CD0712
 CD0712.The dynamic height is computed by dividing the NAVD 88
 CD0712.geopotential number by the normal gravity value computed on the
 CD0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0712.degrees latitude (g = 980.6199 gals.).
 CD0712
 CD0712.The modeled gravity was interpolated from observed gravity values.
 CD0712
 CD0712;                    North         East    Units  Estimated Accuracy
 CD0712;SPC TX C     - 3,262,620.      290,490.      MT  (+/- 180 meters Scaled)
 CD0712
 CD0712                          SUPERSEDED SURVEY CONTROL
 CD0712
 CD0712  NGVD 29 (??/??/92) 1401.877  (m)         4599.32   (f) ADJ UNCH    1 1
 CD0712
 CD0712.Superseded values are not recommended for survey control.
 CD0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0712.See file dsdata.txt to determine how the superseded data were derived.
 CD0712
 CD0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER315364(NAD 83)
 CD0712_MARKER: DB = BENCH MARK DISK
 CD0712_SETTING: 66 = SET IN ROCK OUTCROP
 CD0712_SP_SET: OUTCROP
 CD0712_STAMPING: E 1235 1977
 CD0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0712+STABILITY: POSITION/ELEVATION WELL
 CD0712
 CD0712  HISTORY     - Date     Condition        Report By
 CD0712  HISTORY     - 1977     MONUMENTED       NGS
 CD0712
 CD0712                          STATION DESCRIPTION
 CD0712
 CD0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0712'10.5 MI NE FROM PINE SPRINGS.
 CD0712'10.5 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0712'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 8.25 MILES
 CD0712'SOUTHWEST FROM THE TEXAS-NEW MEXICO STATE LINE, 47 FT.
 CD0712'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30.5 FT. WEST OF THE
 CD0712'WEST END OF THE SOUTHWEST ONE OF TWO 30-INCH CORRUGATED STEEL
 CD0712'CULVERTS UNDER THE HIGHWAY, 11 FT. SOUTHEAST OF A FENCE LINE,
 CD0712'SET IN TOP OF A ROCK OUTCROP, 0.85 MILE NORTHEAST OF A REST AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0738 ***********************************************************************
 CD0738  DESIGNATION -  E 1236
 CD0738  PID         -  CD0738
 CD0738  STATE/COUNTY-  TX/CULBERSON
 CD0738  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0738
 CD0738                         *CURRENT SURVEY CONTROL
 CD0738  ___________________________________________________________________
 CD0738* NAD 83(1986)-  31 45 53.     (N)    104 54 58.     (W)     SCALED    
 CD0738* NAVD 88     -      1159.622  (meters)    3804.53   (feet)  ADJUSTED  
 CD0738  ___________________________________________________________________
 CD0738  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CD0738  DYNAMIC HT  -        1157.867 (meters)    3798.77  (feet)  COMP
 CD0738  MODELED GRAV-     979,086.7   (mgal)                       NAVD 88
 CD0738
 CD0738  VERT ORDER  -  FIRST     CLASS I
 CD0738
 CD0738.The horizontal coordinates were scaled from a topographic map and have
 CD0738.an estimated accuracy of +/- 6 seconds.
 CD0738
 CD0738.The orthometric height was determined by differential leveling
 CD0738.and adjusted by the National Geodetic Survey in June 1991..
 CD0738
 CD0738.The geoid height was determined by GEOID03.
 CD0738
 CD0738.The dynamic height is computed by dividing the NAVD 88
 CD0738.geopotential number by the normal gravity value computed on the
 CD0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0738.degrees latitude (g = 980.6199 gals.).
 CD0738
 CD0738.The modeled gravity was interpolated from observed gravity values.
 CD0738
 CD0738;                    North         East    Units  Estimated Accuracy
 CD0738;SPC TX C     - 3,241,530.      265,990.      MT  (+/- 180 meters Scaled)
 CD0738
 CD0738                          SUPERSEDED SURVEY CONTROL
 CD0738
 CD0738  NGVD 29 (??/??/92) 1159.076  (m)         3802.74   (f) ADJ UNCH    1 1
 CD0738
 CD0738.Superseded values are not recommended for survey control.
 CD0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0738.See file dsdata.txt to determine how the superseded data were derived.
 CD0738
 CD0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER079143(NAD 83)
 CD0738_MARKER: DB = BENCH MARK DISK
 CD0738_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CD0738+WITH SETTING: INTO GROUND
 CD0738_STAMPING: E 1236 1977
 CD0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0738+STABILITY: SURFACE MOTION
 CD0738
 CD0738  HISTORY     - Date     Condition        Report By
 CD0738  HISTORY     - 1977     MONUMENTED       NGS
 CD0738
 CD0738                          STATION DESCRIPTION
 CD0738
 CD0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0738'13.65 MI SW FROM PINE SPRINGS.
 CD0738'13.65 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0738'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 0.55 MILE
 CD0738'WEST OF THE JUNCTION OF THE OLD ROUTE OF U.S. HIGHWAY 62 AND 180,
 CD0738'AT THE JUNCTION OF A DIRT ROAD LEADING NORTH, 223 FT. NORTH
 CD0738'OF THE CENTER LINE OF THE HIGHWAY, 35 FT. EAST OF THE CENTER LINE
 CD0738'OF THE ROAD, 8.5 FT. NORTH OF THE MESH WIRE FENCE AROUND A
 CD0738'SMALL METAL PUMP HOUSE, 3 FT. SOUTH OF A POWER LINE POLE WITH
 CD0738'THREE TRANSFORMERS AND A GUY WIRE, DISK IS 0.4 FT. BELOW GROUND
 CD0738'LEVEL ACCESS TO WHICH IS HAD THROUH A 4-INCH PLASTIC SCREW CAP
 CD0738'FLUSH WITH THE GROUND, NOTE=170 FT. NORTHEAST OF BENCH MARK 3804.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0459 ***********************************************************************
 AW0459  DESIGNATION -  E 1237
 AW0459  PID         -  AW0459
 AW0459  STATE/COUNTY-  TX/GALVESTON
 AW0459  USGS QUAD   -  GALVESTON (1994)
 AW0459
 AW0459                         *CURRENT SURVEY CONTROL
 AW0459  ___________________________________________________________________
 AW0459* NAD 83(1986)-  29 17 10.     (N)    094 51 33.     (W)     SCALED    
 AW0459* NAVD 88     -         2.465  (meters)       8.09   (feet)  ADJUSTED  
 AW0459  ___________________________________________________________________
 AW0459  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0459  DYNAMIC HT  -           2.462 (meters)       8.08  (feet)  COMP
 AW0459  MODELED GRAV-     979,260.6   (mgal)                       NAVD 88
 AW0459
 AW0459  VERT ORDER  -  FIRST     CLASS II
 AW0459
 AW0459.The horizontal coordinates were scaled from a topographic map and have
 AW0459.an estimated accuracy of +/- 6 seconds.
 AW0459
 AW0459.The orthometric height was determined by differential leveling
 AW0459.and adjusted by the National Geodetic Survey in March 1997..
 AW0459
 AW0459.The geoid height was determined by GEOID03.
 AW0459
 AW0459.The dynamic height is computed by dividing the NAVD 88
 AW0459.geopotential number by the normal gravity value computed on the
 AW0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0459.degrees latitude (g = 980.6199 gals.).
 AW0459
 AW0459.The modeled gravity was interpolated from observed gravity values.
 AW0459
 AW0459;                    North         East    Units  Estimated Accuracy
 AW0459;SPC TXSC     - 4,168,130.    1,002,220.      MT  (+/- 180 meters Scaled)
 AW0459
 AW0459                          SUPERSEDED SURVEY CONTROL
 AW0459
 AW0459  NAVD 88 (06/15/91)    2.489  (m)            8.17   (f) UNKNOWN     1 1
 AW0459  NGVD 29 (12/23/87)    2.486  (m)            8.16   (f) ADJUSTED    1 1
 AW0459
 AW0459.Superseded values are not recommended for survey control.
 AW0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0459.See file dsdata.txt to determine how the superseded data were derived.
 AW0459
 AW0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN194411(NAD 83)
 AW0459_MARKER: DV = VERTICAL CONTROL DISK
 AW0459_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0459+WITH SETTING: PAVEMENT
 AW0459_SP_SET: SIGN BASE
 AW0459_STAMPING: E 1237 1978
 AW0459_MARK LOGO: NGS   
 AW0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0459+STABILITY: SURFACE MOTION
 AW0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0459+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0459
 AW0459  HISTORY     - Date     Condition        Report By
 AW0459  HISTORY     - 1978     MONUMENTED       NGS
 AW0459  HISTORY     - 1983     GOOD             NGS
 AW0459  HISTORY     - 1987     GOOD             NGS
 AW0459  HISTORY     - 1988     GOOD             USPSQD
 AW0459  HISTORY     - 1989     GOOD             USPSQD
 AW0459  HISTORY     - 1989     GOOD             USPSQD
 AW0459  HISTORY     - 1990     GOOD             USPSQD
 AW0459  HISTORY     - 19940508 GOOD             USPSQD
 AW0459  HISTORY     - 19961205 GOOD             NGS
 AW0459  HISTORY     - 20041208 GOOD             USPSQD
 AW0459  HISTORY     - 20051209 GOOD             USPSQD
 AW0459
 AW0459                          STATION DESCRIPTION
 AW0459
 AW0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0459'IN GALVESTON.
 AW0459'FROM THE JUNCTION OF BROADWAY AND TEICHMAN ROAD (FARM ROAD 188)
 AW0459'ALONG THE ONE-WAY SOUTH BOUND LANE OF BROADWAY FOR 0.4 MILE SOUTH
 AW0459'EASTERLY. SET IN TOP OF THE SOUTH CONCRETE BASE OF A LARGE INTERSTATE
 AW0459'STREET SIGN (I45 DOWNTOWN EAST BEACH, 61 ST. WEST BEACH
 AW0459'EXIT 0.9 MILE, AND 71 STREET EXIT). 45 FEET SOUTH OF CENTER OF
 AW0459'SOUTH BOUND LANES OF INTERSTATE 45, 22 FEET NORTH OF CENTERLINE OF
 AW0459'BROADWAY, 59 FEET NORTH OF THE EASTERN MOST OF 4 GENERAL STORAGE
 AW0459'BUILDINGS, 90 FEET NORTHWEST OF AN EXON SIGN, 3 FEET SOUTH OF A
 AW0459'GUARD RAIL, 1 FOOT WEST OF THE SOUTHWESTERN MOST STEEL LEG OF THE
 AW0459'INTERSTATE SIGN.
 AW0459
 AW0459                          STATION RECOVERY (1983)
 AW0459
 AW0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0459'RECOVERED IN GOOD CONDITION.
 AW0459
 AW0459                          STATION RECOVERY (1987)
 AW0459
 AW0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0459'RECOVERED IN GOOD CONDITION.
 AW0459
 AW0459                          STATION RECOVERY (1988)
 AW0459
 AW0459'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0459'RECOVERED IN GOOD CONDITION.
 AW0459
 AW0459                          STATION RECOVERY (1989)
 AW0459
 AW0459'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0459'RECOVERED IN GOOD CONDITION.
 AW0459
 AW0459                          STATION RECOVERY (1989)
 AW0459
 AW0459'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0459'RECOVERED IN GOOD CONDITION.
 AW0459
 AW0459                          STATION RECOVERY (1990)
 AW0459
 AW0459'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0459'RECOVERED IN GOOD CONDITION.
 AW0459
 AW0459                          STATION RECOVERY (1994)
 AW0459
 AW0459'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0459'RECOVERED IN GOOD CONDITION.
 AW0459
 AW0459                          STATION RECOVERY (1996)
 AW0459
 AW0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0459'0.5 KM (0.30 MI) EASTERLY ALONG BROADWAY FROM THE JUNCTION OF
 AW0459'HARBORSIDE DRIVE IN GALVESTON, NEAR THE WEST EDGE OF THE MOST WESTERLY
 AW0459'OF 2 CONCRETE FOOTING FOR A LARGE BEACH INFORMATION HIGHWAY SIGN, 17.1
 AW0459'M (56.1 FT) SOUTH OF THE CENTER OF INTERSTATE HIGHWAY 45, 6.1 M (20.0
 AW0459'FT) NORTH OF THE CENTER OF BROADWAY, AND 0.2 M (0.7 FT) ABOVE THE
 AW0459'GROUND SURFACE.
 AW0459
 AW0459                          STATION RECOVERY (2004)
 AW0459
 AW0459'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0459'RECOVERED IN GOOD CONDITION.
 AW0459
 AW0459                          STATION RECOVERY (2005)
 AW0459
 AW0459'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0459'RECOVERED AS DESCRIBED. ORANGE PAINT AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1662 ***********************************************************************
 AX1662  DESIGNATION -  E 124
 AX1662  PID         -  AX1662
 AX1662  STATE/COUNTY-  TX/DE WITT
 AX1662  USGS QUAD   -  BLACKWELL LAKE (1987)
 AX1662
 AX1662                         *CURRENT SURVEY CONTROL
 AX1662  ___________________________________________________________________
 AX1662* NAD 83(1986)-  29 02 29.     (N)    097 25 26.     (W)     SCALED    
 AX1662* NAVD 88     -        99.11   (+/-2cm)     325.2    (feet)  VERTCON   
 AX1662  ___________________________________________________________________
 AX1662  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1662
 AX1662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1662
 AX1662.The horizontal coordinates were scaled from a topographic map and have
 AX1662.an estimated accuracy of +/- 6 seconds.
 AX1662
 AX1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1662.The vertical order pertains to the NGVD 29 superseded value.
 AX1662
 AX1662.The geoid height was determined by GEOID03.
 AX1662
 AX1662;                    North         East    Units  Estimated Accuracy
 AX1662;SPC TXSC     - 4,134,920.      753,490.      MT  (+/- 180 meters Scaled)
 AX1662
 AX1662                          SUPERSEDED SURVEY CONTROL
 AX1662
 AX1662  NGVD 29 (??/??/92)   99.115  (m)          325.18   (f) ADJ UNCH    2 0
 AX1662
 AX1662.Superseded values are not recommended for survey control.
 AX1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1662.See file dsdata.txt to determine how the superseded data were derived.
 AX1662
 AX1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT534135(NAD 83)
 AX1662_MARKER: DB = BENCH MARK DISK
 AX1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1662_STAMPING: E-124 1933
 AX1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1662+STABILITY: SURFACE MOTION
 AX1662
 AX1662  HISTORY     - Date     Condition        Report By
 AX1662  HISTORY     - 1933     MONUMENTED       CGS
 AX1662  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1662
 AX1662                          STATION DESCRIPTION
 AX1662
 AX1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1662'9.3 MI SW FROM CUERO.
 AX1662'ALONG THE TEXAS AND NEW ORLEANS R.R. 2.0 MILES SOUTHWEST OF BUCHEL
 AX1662'OPPOSITE CATTLE GUARD 144 D IN THE FENCE CORNER WEST OF THE CROSS ROAD
 AX1662'AND 47 FT. NORTH OF THE CENTERLINE OF THE TRACKS.
 AX1662
 AX1662                          STATION RECOVERY (2001)
 AX1662
 AX1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1662'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0328 ***********************************************************************
 EM0328  DESIGNATION -  E 124
 EM0328  PID         -  EM0328
 EM0328  STATE/COUNTY-  TX/WILBARGER
 EM0328  USGS QUAD   -  NORTHSIDE (1985)
 EM0328
 EM0328                         *CURRENT SURVEY CONTROL
 EM0328  ___________________________________________________________________
 EM0328* NAD 83(1986)-  34 21 37.     (N)    099 20 38.     (W)     SCALED    
 EM0328* NAVD 88     -       424.608  (meters)    1393.07   (feet)  ADJUSTED  
 EM0328  ___________________________________________________________________
 EM0328  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 EM0328  DYNAMIC HT  -         424.138 (meters)    1391.53  (feet)  COMP
 EM0328  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 EM0328
 EM0328  VERT ORDER  -  SECOND    CLASS 0
 EM0328
 EM0328.The horizontal coordinates were scaled from a topographic map and have
 EM0328.an estimated accuracy of +/- 6 seconds.
 EM0328
 EM0328.The orthometric height was determined by differential leveling
 EM0328.and adjusted by the National Geodetic Survey in June 1991..
 EM0328
 EM0328.The geoid height was determined by GEOID03.
 EM0328
 EM0328.The dynamic height is computed by dividing the NAVD 88
 EM0328.geopotential number by the normal gravity value computed on the
 EM0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0328.degrees latitude (g = 980.6199 gals.).
 EM0328
 EM0328.The modeled gravity was interpolated from observed gravity values.
 EM0328
 EM0328;                    North         East    Units  Estimated Accuracy
 EM0328;SPC TXNC     - 2,299,040.      522,360.      MT  (+/- 180 meters Scaled)
 EM0328
 EM0328                          SUPERSEDED SURVEY CONTROL
 EM0328
 EM0328  NGVD 29 (??/??/92)  424.460  (m)         1392.58   (f) ADJ UNCH    2 0
 EM0328
 EM0328.Superseded values are not recommended for survey control.
 EM0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0328.See file dsdata.txt to determine how the superseded data were derived.
 EM0328
 EM0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD683021(NAD 83)
 EM0328_MARKER: DB = BENCH MARK DISK
 EM0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0328_STAMPING: E 124 1961
 EM0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0328+STABILITY: SURFACE MOTION
 EM0328
 EM0328  HISTORY     - Date     Condition        Report By
 EM0328  HISTORY     - 1961     MONUMENTED       CGS
 EM0328  HISTORY     - 1982     GOOD             LOCSUR
 EM0328
 EM0328                          STATION DESCRIPTION
 EM0328
 EM0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0328'4.15 MI E FROM ODELL.
 EM0328'4.15 MILES EAST ALONG FARM ROAD 91 FROM THE POST OFFICE AT ODELL, 118
 EM0328'FEET EAST OF A DIRT ROAD, 39.6 FEET SOUTH OF THE CENTER OF THE
 EM0328'HIGHWAY, 1 FOOT NORTH OF THE WITNESS POST, SET IN THE TOP OF A
 EM0328'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND ABOUT 4 FEET HIGHER
 EM0328'THAN THE HIGHWAY.
 EM0328
 EM0328                          STATION RECOVERY (1982)
 EM0328
 EM0328'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 EM0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1600 ***********************************************************************
 AW1600  DESIGNATION -  E 1241
 AW1600  PID         -  AW1600
 AW1600  STATE/COUNTY-  TX/GALVESTON
 AW1600  USGS QUAD   -  TEXAS CITY (1994)
 AW1600
 AW1600                         *CURRENT SURVEY CONTROL
 AW1600  ___________________________________________________________________
 AW1600* NAD 83(1986)-  29 29 55.     (N)    094 55 49.     (W)     SCALED    
 AW1600* NAVD 88     -         1.97   (+/-2cm)       6.5    (feet)  VERTCON   
 AW1600  ___________________________________________________________________
 AW1600  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW1600  OBS GRAVITY -     979,276.9   (mgal)                       GRAV_OBS
 AW1600
 AW1600  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1600
 AW1600.The horizontal coordinates were scaled from a topographic map and have
 AW1600.an estimated accuracy of +/- 6 seconds.
 AW1600
 AW1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1600.The vertical order pertains to the NGVD 29 superseded value.
 AW1600
 AW1600.The geoid height was determined by GEOID03.
 AW1600.The observed gravity was obtained from relative gravimeter ties
 AW1600.to the IGSN71 gravity network.
 AW1600
 AW1600;                    North         East    Units  Estimated Accuracy
 AW1600;SPC TXSC     - 4,191,420.      994,500.      MT  (+/- 180 meters Scaled)
 AW1600
 AW1600                          SUPERSEDED SURVEY CONTROL
 AW1600
 AW1600  NGVD 29 (??/??/92)    1.970  (m)            6.46   (f) ADJ UNCH    1 2
 AW1600
 AW1600.Superseded values are not recommended for survey control.
 AW1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1600.See file dsdata.txt to determine how the superseded data were derived.
 AW1600
 AW1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN128647(NAD 83)
 AW1600_MARKER: DB = BENCH MARK DISK
 AW1600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1600_SP_SET: CULVERT HEADWALL
 AW1600_STAMPING: E 1241 1978
 AW1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1600
 AW1600  HISTORY     - Date     Condition        Report By
 AW1600  HISTORY     - 1978     MONUMENTED       NGS
 AW1600  HISTORY     - 1987     GOOD             USPSQD
 AW1600  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1600  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1600  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1600  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1600  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1600  HISTORY     - 19900129 MARK NOT FOUND   USPSQD
 AW1600  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW1600  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AW1600
 AW1600                          STATION DESCRIPTION
 AW1600
 AW1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1600'0.4 MI NORTH FROM SAN LEON.
 AW1600'ABOUT 0.4 MILE WEST ALONG FARM ROAD 517 FROM THE POST OFFICE
 AW1600'AT SAN LEON, 0.1 MILE EAST OF THE SAN LEON CEMETERY IN THE TOP
 AW1600'AND WEST END OF THE HEADWALL OF A CONCRETE CULVERT, 45 FEET EAST
 AW1600'OF THE CENTERLINE OF 20TH STREET, 33 FEET SOUTHEAST OF A POWER POLE
 AW1600'21 FEET NORTH OF THE CENTERLNE OF ROAD, AND 4 FEET WEST OF THE
 AW1600'CULVERT REFLECTOR.
 AW1600
 AW1600                          STATION RECOVERY (1987)
 AW1600
 AW1600'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1600'RECOVERED IN GOOD CONDITION.
 AW1600
 AW1600                          STATION RECOVERY (1989)
 AW1600
 AW1600'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1600'MARK NOT FOUND.
 AW1600
 AW1600                          STATION RECOVERY (1989)
 AW1600
 AW1600'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1600'MARK NOT FOUND.
 AW1600
 AW1600                          STATION RECOVERY (1989)
 AW1600
 AW1600'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1600'MARK NOT FOUND.
 AW1600
 AW1600                          STATION RECOVERY (1989)
 AW1600
 AW1600'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1600'MARK NOT FOUND.
 AW1600
 AW1600                          STATION RECOVERY (1990)
 AW1600
 AW1600'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1600'MARK NOT FOUND.
 AW1600
 AW1600                          STATION RECOVERY (1990)
 AW1600
 AW1600'RECOVERY NOTE BY US POWER SQUADRON 1990 (DJW)
 AW1600'MARK NOT FOUND.
 AW1600
 AW1600                          STATION RECOVERY (2004)
 AW1600
 AW1600'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1600'NEW CONCRETE CULVERT HERE.
 AW1600
 AW1600                          STATION RECOVERY (2005)
 AW1600
 AW1600'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1600'NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1342 ***********************************************************************
 AW1342  DESIGNATION -  E 1242
 AW1342  PID         -  AW1342
 AW1342  STATE/COUNTY-  TX/GALVESTON
 AW1342  USGS QUAD   -  FLAKE (1994)
 AW1342
 AW1342                         *CURRENT SURVEY CONTROL
 AW1342  ___________________________________________________________________
 AW1342* NAD 83(1986)-  29 22 40.     (N)    094 44 53.     (W)     SCALED    
 AW1342* NAVD 88     -         1.08   (+/-2cm)       3.5    (feet)  VERTCON   
 AW1342  ___________________________________________________________________
 AW1342  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW1342
 AW1342  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1342
 AW1342.The horizontal coordinates were scaled from a topographic map and have
 AW1342.an estimated accuracy of +/- 6 seconds.
 AW1342
 AW1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1342.The vertical order pertains to the NGVD 29 superseded value.
 AW1342
 AW1342.The geoid height was determined by GEOID03.
 AW1342
 AW1342;                    North         East    Units  Estimated Accuracy
 AW1342;SPC TXSC     - 4,178,670.    1,012,640.      MT  (+/- 180 meters Scaled)
 AW1342
 AW1342                          SUPERSEDED SURVEY CONTROL
 AW1342
 AW1342  NGVD 29 (??/??/92)    1.078  (m)            3.54   (f) ADJ UNCH    1 2
 AW1342
 AW1342.Superseded values are not recommended for survey control.
 AW1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1342.See file dsdata.txt to determine how the superseded data were derived.
 AW1342
 AW1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN303511(NAD 83)
 AW1342_MARKER: DB = BENCH MARK DISK
 AW1342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1342_SP_SET: HEADWALL
 AW1342_STAMPING: E 1242 1978
 AW1342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1342+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1342
 AW1342  HISTORY     - Date     Condition        Report By
 AW1342  HISTORY     - 1978     MONUMENTED       NGS
 AW1342  HISTORY     - 1988     GOOD             USPSQD
 AW1342  HISTORY     - 1988     GOOD             USPSQD
 AW1342  HISTORY     - 1990     GOOD             USPSQD
 AW1342  HISTORY     - 19990511 GOOD             USPSQD
 AW1342  HISTORY     - 20010430 GOOD             USPSQD
 AW1342  HISTORY     - 20020708 GOOD             USPSQD
 AW1342  HISTORY     - 20031009 GOOD             USPSQD
 AW1342  HISTORY     - 20041023 GOOD             USPSQD
 AW1342
 AW1342                          STATION DESCRIPTION
 AW1342
 AW1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1342'2.2 MI NE FROM PORT BOLIVAR.
 AW1342'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1342'LANDING AT PORT BOLIVAR IN TOP CENTER OF HEADWALL OF A 4X18 BOX
 AW1342'CULVERT, 36 FEET SOUTHWEST OF POWER POLE NUMBER 530, 36 FEET WEST
 AW1342'OF A FENCE, AND 30 FEET SOUTHEAST OF CENTERLINE OF ROAD.
 AW1342
 AW1342                          STATION RECOVERY (1988)
 AW1342
 AW1342'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW1342'RECOVERED IN GOOD CONDITION.
 AW1342
 AW1342                          STATION RECOVERY (1988)
 AW1342
 AW1342'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1342'RECOVERED IN GOOD CONDITION.
 AW1342
 AW1342                          STATION RECOVERY (1990)
 AW1342
 AW1342'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1342'RECOVERED IN GOOD CONDITION.
 AW1342
 AW1342                          STATION RECOVERY (1999)
 AW1342
 AW1342'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1342'RECOVERED IN GOOD CONDITION.
 AW1342
 AW1342                          STATION RECOVERY (2001)
 AW1342
 AW1342'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1342'RECOVERED IN GOOD CONDITION.
 AW1342
 AW1342                          STATION RECOVERY (2002)
 AW1342
 AW1342'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1342'RECOVERED IN GOOD CONDITION.
 AW1342
 AW1342                          STATION RECOVERY (2003)
 AW1342
 AW1342'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1342'RECOVERED IN GOOD CONDITION.
 AW1342
 AW1342                          STATION RECOVERY (2004)
 AW1342
 AW1342'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1455 ***********************************************************************
 AW1455  DESIGNATION -  E 1243
 AW1455  PID         -  AW1455
 AW1455  STATE/COUNTY-  TX/CHAMBERS
 AW1455  USGS QUAD   -  OAK ISLAND (1994)
 AW1455
 AW1455                         *CURRENT SURVEY CONTROL
 AW1455  ___________________________________________________________________
 AW1455* NAD 83(1986)-  29 42 33.     (N)    094 40 33.     (W)     SCALED    
 AW1455* NAVD 88     -         3.30   (+/-2cm)      10.8    (feet)  VERTCON   
 AW1455  ___________________________________________________________________
 AW1455  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW1455
 AW1455  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1455
 AW1455.The horizontal coordinates were scaled from a topographic map and have
 AW1455.an estimated accuracy of +/- 6 seconds.
 AW1455
 AW1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1455.The vertical order pertains to the NGVD 29 superseded value.
 AW1455
 AW1455.The geoid height was determined by GEOID03.
 AW1455
 AW1455;                    North         East    Units  Estimated Accuracy
 AW1455;SPC TXSC     - 4,215,630.    1,018,290.      MT  (+/- 180 meters Scaled)
 AW1455
 AW1455                          SUPERSEDED SURVEY CONTROL
 AW1455
 AW1455  NGVD 29 (??/??/92)    3.301  (m)           10.83   (f) ADJ UNCH    1 2
 AW1455
 AW1455.Superseded values are not recommended for survey control.
 AW1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1455.See file dsdata.txt to determine how the superseded data were derived.
 AW1455
 AW1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN378877(NAD 83)
 AW1455_MARKER: DB = BENCH MARK DISK
 AW1455_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1455_SP_SET: GALVANIZED STEEL ROD
 AW1455_STAMPING: E 1243 1978
 AW1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1455
 AW1455  HISTORY     - Date     Condition        Report By
 AW1455  HISTORY     - 1978     MONUMENTED       NGS
 AW1455  HISTORY     - 19900404 MARK NOT FOUND   USPSQD
 AW1455  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 AW1455  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1455  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW1455  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 AW1455
 AW1455                          STATION DESCRIPTION
 AW1455
 AW1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1455'5.6 MI SOUTH FROM ANAHUAC.
 AW1455'ABOUT 5.6 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH
 AW1455'STATE HIGHWAY 61 AT ANAHUAC, 48 FEET WEST OF CENTERLINE OF HIGHWAY,
 AW1455'39 FEET SOUTH OF TELEPHONE POLE, AND 12 FEET SOUTH OF CENTERLINE
 AW1455'OF FIELD ROAD.
 AW1455
 AW1455                          STATION RECOVERY (1990)
 AW1455
 AW1455'RECOVERY NOTE BY US POWER SQUADRON 1990 (LML)
 AW1455'MARK NOT FOUND.
 AW1455
 AW1455                          STATION RECOVERY (1996)
 AW1455
 AW1455'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1455'MARK NOT FOUND.
 AW1455
 AW1455                          STATION RECOVERY (2001)
 AW1455
 AW1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1455'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1455
 AW1455                          STATION RECOVERY (2004)
 AW1455
 AW1455'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1455'MARK NOT FOUND.
 AW1455
 AW1455                          STATION RECOVERY (2005)
 AW1455
 AW1455'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1262 ***********************************************************************
 AW1262  DESIGNATION -  E 1244
 AW1262  PID         -  AW1262
 AW1262  STATE/COUNTY-  TX/HARRIS
 AW1262  USGS QUAD   -  PASADENA (1995)
 AW1262
 AW1262                         *CURRENT SURVEY CONTROL
 AW1262  ___________________________________________________________________
 AW1262* NAD 83(1986)-  29 39 57.     (N)    095 09 02.     (W)     SCALED    
 AW1262* NAVD 88     -         8.273  (meters)      27.14   (feet)  ADJUSTED  
 AW1262  ___________________________________________________________________
 AW1262  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1262  DYNAMIC HT  -           8.262 (meters)      27.11  (feet)  COMP
 AW1262  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 AW1262
 AW1262  VERT ORDER  -  FIRST     CLASS II
 AW1262
 AW1262.The horizontal coordinates were scaled from a topographic map and have
 AW1262.an estimated accuracy of +/- 6 seconds.
 AW1262
 AW1262.The orthometric height was determined by differential leveling
 AW1262.and adjusted by the National Geodetic Survey in June 1991..
 AW1262
 AW1262.The geoid height was determined by GEOID03.
 AW1262
 AW1262.The dynamic height is computed by dividing the NAVD 88
 AW1262.geopotential number by the normal gravity value computed on the
 AW1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1262.degrees latitude (g = 980.6199 gals.).
 AW1262
 AW1262.The modeled gravity was interpolated from observed gravity values.
 AW1262
 AW1262;                    North         East    Units  Estimated Accuracy
 AW1262;SPC TXSC     - 4,209,220.      972,550.      MT  (+/- 180 meters Scaled)
 AW1262
 AW1262                          SUPERSEDED SURVEY CONTROL
 AW1262
 AW1262  NGVD 29 (12/23/87)    8.270  (m)           27.13   (f) ADJUSTED    1 2
 AW1262
 AW1262.Superseded values are not recommended for survey control.
 AW1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1262.See file dsdata.txt to determine how the superseded data were derived.
 AW1262
 AW1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN918836(NAD 83)
 AW1262_MARKER: DB = BENCH MARK DISK
 AW1262_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1262_SP_SET: HEADWALL OF CULVERT
 AW1262_STAMPING: E 1244 1978
 AW1262_MARK LOGO: NGS   
 AW1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1262+STABILITY: SURFACE MOTION
 AW1262
 AW1262  HISTORY     - Date     Condition        Report By
 AW1262  HISTORY     - 1978     MONUMENTED       NGS
 AW1262  HISTORY     - 1986     GOOD             NGS
 AW1262  HISTORY     - 1989     GOOD             USPSQD
 AW1262  HISTORY     - 1989     GOOD             USPSQD
 AW1262  HISTORY     - 1989     GOOD             USPSQD
 AW1262  HISTORY     - 1989     GOOD             USPSQD
 AW1262  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1262  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1262  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1262  HISTORY     - 20030206 POOR             USPSQD
 AW1262  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1262
 AW1262                          STATION DESCRIPTION
 AW1262
 AW1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1262'5.0 MI EAST FROM SOUTH HOUSTON.
 AW1262'ABOUT 5.0 MILES EAST ALONG SPENCER HIGHWAY FROM THE GALVESTON,
 AW1262'HOUSTON AND HENDERSON RAILROAD STATION IN SOUTH HOUSTON.  261 FEET
 AW1262'EAST OF THE CENTERLINE OF SINCLAIR STREET, 105 FEET WEST OF THE
 AW1262'CENTERLINE OF A DRIVEWAY TO SMITHS BEER, 85 FEET SOUTHEAST OF
 AW1262'POWER POLE NUMBER A13D-80T, 30 FEET NORTH OF THE CENTERLINE OF THE
 AW1262'HIGHWAY, AND 21 FEET WEST OF THE EAST END OF THE NORTH HEADWALL OF
 AW1262'AN 8X54 FEET CULVERT.
 AW1262
 AW1262                          STATION RECOVERY (1986)
 AW1262
 AW1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1262'RECOVERED IN GOOD CONDITION.
 AW1262
 AW1262                          STATION RECOVERY (1989)
 AW1262
 AW1262'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1262'RECOVERED IN GOOD CONDITION.
 AW1262
 AW1262                          STATION RECOVERY (1989)
 AW1262
 AW1262'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1262'RECOVERED IN GOOD CONDITION.
 AW1262
 AW1262                          STATION RECOVERY (1989)
 AW1262
 AW1262'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1262'RECOVERED IN GOOD CONDITION.
 AW1262
 AW1262                          STATION RECOVERY (1989)
 AW1262
 AW1262'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1262'RECOVERED IN GOOD CONDITION.
 AW1262
 AW1262                          STATION RECOVERY (1998)
 AW1262
 AW1262'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1262'MARK NOT FOUND.
 AW1262
 AW1262                          STATION RECOVERY (2000)
 AW1262
 AW1262'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1262'MARK NOT FOUND.
 AW1262
 AW1262                          STATION RECOVERY (2001)
 AW1262
 AW1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1262'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1262
 AW1262                          STATION RECOVERY (2003)
 AW1262
 AW1262'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1262'FOUNDATION FOUND BUT THE DISK IS MISSING
 AW1262
 AW1262                          STATION RECOVERY (2004)
 AW1262
 AW1262'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1080 ***********************************************************************
 AW1080  DESIGNATION -  E 1245
 AW1080  PID         -  AW1080
 AW1080  STATE/COUNTY-  TX/GALVESTON
 AW1080  USGS QUAD   -  LEAGUE CITY (1995)
 AW1080
 AW1080                         *CURRENT SURVEY CONTROL
 AW1080  ___________________________________________________________________
 AW1080* NAD 83(1986)-  29 30 40.     (N)    095 05 54.     (W)     SCALED    
 AW1080* NAVD 88     -         5.042  (meters)      16.54   (feet)  ADJUSTED  
 AW1080  ___________________________________________________________________
 AW1080  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW1080  DYNAMIC HT  -           5.035 (meters)      16.52  (feet)  COMP
 AW1080  MODELED GRAV-     979,270.9   (mgal)                       NAVD 88
 AW1080
 AW1080  VERT ORDER  -  FIRST     CLASS II
 AW1080
 AW1080.The horizontal coordinates were scaled from a topographic map and have
 AW1080.an estimated accuracy of +/- 6 seconds.
 AW1080
 AW1080.The orthometric height was determined by differential leveling
 AW1080.and adjusted by the National Geodetic Survey in March 1997..
 AW1080
 AW1080.The geoid height was determined by GEOID03.
 AW1080
 AW1080.The dynamic height is computed by dividing the NAVD 88
 AW1080.geopotential number by the normal gravity value computed on the
 AW1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1080.degrees latitude (g = 980.6199 gals.).
 AW1080
 AW1080.The modeled gravity was interpolated from observed gravity values.
 AW1080
 AW1080;                    North         East    Units  Estimated Accuracy
 AW1080;SPC TXSC     - 4,192,250.      978,170.      MT  (+/- 180 meters Scaled)
 AW1080
 AW1080                          SUPERSEDED SURVEY CONTROL
 AW1080
 AW1080  NAVD 88 (06/15/91)    5.084  (m)           16.68   (f) UNKNOWN     1 2
 AW1080  NGVD 29 (12/23/87)    5.081  (m)           16.67   (f) ADJUSTED    1 2
 AW1080
 AW1080.Superseded values are not recommended for survey control.
 AW1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1080.See file dsdata.txt to determine how the superseded data were derived.
 AW1080
 AW1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN966664(NAD 83)
 AW1080_MARKER: DV = VERTICAL CONTROL DISK
 AW1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1080_SP_SET: CATCH BASIN
 AW1080_STAMPING: E 1245 1978
 AW1080_MARK LOGO: NGS   
 AW1080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1080+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW1080
 AW1080  HISTORY     - Date     Condition        Report By
 AW1080  HISTORY     - 1978     MONUMENTED       NGS
 AW1080  HISTORY     - 1983     GOOD             NGS
 AW1080  HISTORY     - 1987     GOOD             NGS
 AW1080  HISTORY     - 1989     GOOD             USPSQD
 AW1080  HISTORY     - 1989     GOOD             USPSQD
 AW1080  HISTORY     - 1989     GOOD             USPSQD
 AW1080  HISTORY     - 1989     GOOD             USPSQD
 AW1080  HISTORY     - 19910216 GOOD             USPSQD
 AW1080  HISTORY     - 19961203 GOOD             NGS
 AW1080  HISTORY     - 20010128 GOOD             USPSQD
 AW1080  HISTORY     - 20040628 GOOD             USPSQD
 AW1080  HISTORY     - 20050629 GOOD             USPSQD
 AW1080
 AW1080                          STATION DESCRIPTION
 AW1080
 AW1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1080'0.4 MI NW FROM LEAGUE CITY.
 AW1080'ABOUT 0.4 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 AW1080'FARM ROAD 518 AT LEAGUE CITY.  SET IN THE SOUTHWEST CORNER OF THE
 AW1080'NORTHEAST CATCH BASIN 63 FEET NORTHEAST OF THE CENTERLINE OF THE
 AW1080'HIGHWAY, 33 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK
 AW1080'FENCE AROUND VAURAS NURSERY, 18 FEET NORTHWEST OF THE CENTERLINE OF
 AW1080'CORVELL STREET, AND 51 FEET NORTHEAST AND ACROSS THE STREET FROM A
 AW1080'STEEL STREET LIGHT POLE.
 AW1080
 AW1080                          STATION RECOVERY (1983)
 AW1080
 AW1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1080'RECOVERED IN GOOD CONDITION.
 AW1080
 AW1080                          STATION RECOVERY (1987)
 AW1080
 AW1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1080'RECOVERED IN GOOD CONDITION.
 AW1080
 AW1080                          STATION RECOVERY (1989)
 AW1080
 AW1080'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1080'RECOVERED IN GOOD CONDITION.
 AW1080
 AW1080                          STATION RECOVERY (1989)
 AW1080
 AW1080'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1080'RECOVERED IN GOOD CONDITION.
 AW1080
 AW1080                          STATION RECOVERY (1989)
 AW1080
 AW1080'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1080'RECOVERED IN GOOD CONDITION.
 AW1080
 AW1080                          STATION RECOVERY (1989)
 AW1080
 AW1080'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AW1080'RECOVERED IN GOOD CONDITION.
 AW1080
 AW1080                          STATION RECOVERY (1991)
 AW1080
 AW1080'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1080'RECOVERED IN GOOD CONDITION.
 AW1080
 AW1080                          STATION RECOVERY (1996)
 AW1080
 AW1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1080'IN LEAGUE CITY, AT THE INTERSECTION OF STATE HIGHWAY 3 AND CORYELL
 AW1080'STREET, IN TOP OF AND 0.1 M (0.3 FT) NORTH OF THE SOUTH CORNER OF A
 AW1080'CONCRETE CATCH BASIN, 10.9 M (35.8 FT) NORTHEAST OF THE CENTER OF THE
 AW1080'NORTHBOUND LANES OF THE HIGHWAY, 5.1 M (16.7 FT) NORTHWEST OF THE
 AW1080'STREET CENTER, 2.4 M (7.9 FT) EAST OF A UTILITY POLE, 1.0 M (3.3 FT)
 AW1080'SOUTH OF THE CENTER OF A MANHOLE COVER, AND 0.3 M (1.0 FT) BELOW THE
 AW1080'LEVEL OF THE HIGHWAY.
 AW1080
 AW1080                          STATION RECOVERY (2001)
 AW1080
 AW1080'RECOVERY NOTE BY US POWER SQUADRON 2001 (LEC)
 AW1080'RECOVERED IN GOOD CONDITION.
 AW1080
 AW1080                          STATION RECOVERY (2004)
 AW1080
 AW1080'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1080'RECOVERED IN GOOD CONDITION.
 AW1080
 AW1080                          STATION RECOVERY (2005)
 AW1080
 AW1080'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1080'GP IS GOOD. GO TO N29 30 39.8  W095 05 53.4.  STREET NAME IS CORYELL.
 AW1080'CHANGE THE V TO A Y.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0163 ***********************************************************************
 AW0163  DESIGNATION -  E 1246
 AW0163  PID         -  AW0163
 AW0163  STATE/COUNTY-  TX/BRAZORIA
 AW0163  USGS QUAD   -  PEARLAND (1995)
 AW0163
 AW0163                         *CURRENT SURVEY CONTROL
 AW0163  ___________________________________________________________________
 AW0163* NAD 83(1986)-  29 32 46.     (N)    095 16 58.     (W)     SCALED    
 AW0163* NAVD 88     -        14.267  (meters)      46.81   (feet)  ADJUSTED  
 AW0163  ___________________________________________________________________
 AW0163  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW0163  DYNAMIC HT  -          14.248 (meters)      46.75  (feet)  COMP
 AW0163  MODELED GRAV-     979,269.7   (mgal)                       NAVD 88
 AW0163  OBS GRAVITY -     979,268.6   (mgal)                       GRAV_OBS
 AW0163
 AW0163  VERT ORDER  -  FIRST     CLASS II
 AW0163
 AW0163.The horizontal coordinates were scaled from a topographic map and have
 AW0163.an estimated accuracy of +/- 6 seconds.
 AW0163
 AW0163.The orthometric height was determined by differential leveling
 AW0163.and adjusted by the National Geodetic Survey in June 1991..
 AW0163
 AW0163.The geoid height was determined by GEOID03.
 AW0163
 AW0163.The dynamic height is computed by dividing the NAVD 88
 AW0163.geopotential number by the normal gravity value computed on the
 AW0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0163.degrees latitude (g = 980.6199 gals.).
 AW0163
 AW0163.The modeled gravity was interpolated from observed gravity values.
 AW0163.The observed gravity was obtained from relative gravimeter ties
 AW0163.to the IGSN71 gravity network.
 AW0163
 AW0163;                    North         East    Units  Estimated Accuracy
 AW0163;SPC TXSC     - 4,195,550.      960,170.      MT  (+/- 180 meters Scaled)
 AW0163
 AW0163                          SUPERSEDED SURVEY CONTROL
 AW0163
 AW0163  NGVD 29 (12/23/87)   14.264  (m)           46.80   (f) ADJUSTED    1 2
 AW0163
 AW0163.Superseded values are not recommended for survey control.
 AW0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0163.See file dsdata.txt to determine how the superseded data were derived.
 AW0163
 AW0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN788706(NAD 83)
 AW0163_MARKER: DB = BENCH MARK DISK
 AW0163_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0163_SP_SET: STAINLESS STEEL ROD
 AW0163_STAMPING: E 1246 1978
 AW0163_MARK LOGO: NGS   
 AW0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0163+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0163
 AW0163  HISTORY     - Date     Condition        Report By
 AW0163  HISTORY     - 1978     MONUMENTED       NGS
 AW0163  HISTORY     - 1986     GOOD             NGS
 AW0163  HISTORY     - 1989     GOOD             USPSQD
 AW0163  HISTORY     - 1989     GOOD             USPSQD
 AW0163  HISTORY     - 1989     GOOD             USPSQD
 AW0163  HISTORY     - 1989     GOOD             USPSQD
 AW0163  HISTORY     - 1990     GOOD             USPSQD
 AW0163  HISTORY     - 20010728 GOOD             USPSQD
 AW0163  HISTORY     - 20051009 GOOD             USPSQD
 AW0163
 AW0163                          STATION DESCRIPTION
 AW0163
 AW0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0163'1.3 MI SOUTH FROM PEARLAND.
 AW0163'ABOUT 1.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 AW0163'RAILROAD FROM THE STATION AT PEARLAND, AT THE CROSSING OF MAGNOLIA
 AW0163'ROAD 159 FEET NORTHWEST OF THE WEST RAIL AT THE CENTERLINE CROSSING OF
 AW0163'THE ROAD, 102 FEET WEST OF A FENCE CORNER, 33 FEET NORTH OF THE
 AW0163'CENTERLINE OF THE ROAD, 2 FEET EAST OF A POWER POLE, AND 1 FOOT SOUTH
 AW0163'OF A FENCE.
 AW0163
 AW0163                          STATION RECOVERY (1986)
 AW0163
 AW0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0163'RECOVERED IN GOOD CONDITION.
 AW0163
 AW0163                          STATION RECOVERY (1989)
 AW0163
 AW0163'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0163'RECOVERED IN GOOD CONDITION.
 AW0163
 AW0163                          STATION RECOVERY (1989)
 AW0163
 AW0163'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0163'RECOVERED IN GOOD CONDITION.
 AW0163
 AW0163                          STATION RECOVERY (1989)
 AW0163
 AW0163'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0163'RECOVERED IN GOOD CONDITION.
 AW0163
 AW0163                          STATION RECOVERY (1989)
 AW0163
 AW0163'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0163'RECOVERED IN GOOD CONDITION.
 AW0163
 AW0163                          STATION RECOVERY (1990)
 AW0163
 AW0163'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0163'RECOVERED IN GOOD CONDITION.
 AW0163
 AW0163                          STATION RECOVERY (2001)
 AW0163
 AW0163'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW0163'RECOVERED IN GOOD CONDITION.
 AW0163
 AW0163                          STATION RECOVERY (2005)
 AW0163
 AW0163'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0163'FOUND MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2414 ***********************************************************************
 AX2414  DESIGNATION -  E 1247
 AX2414  PID         -  AX2414
 AX2414  STATE/COUNTY-  TX/FAYETTE
 AX2414  USGS QUAD   -  WEST POINT (1981)
 AX2414
 AX2414                         *CURRENT SURVEY CONTROL
 AX2414  ___________________________________________________________________
 AX2414* NAD 83(1986)-  29 57 20.     (N)    097 03 40.     (W)     SCALED    
 AX2414* NAVD 88     -        90.426  (meters)     296.67   (feet)  ADJUSTED  
 AX2414  ___________________________________________________________________
 AX2414  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AX2414  DYNAMIC HT  -          90.303 (meters)     296.27  (feet)  COMP
 AX2414  MODELED GRAV-     979,284.1   (mgal)                       NAVD 88
 AX2414
 AX2414  VERT ORDER  -  FIRST     CLASS I
 AX2414
 AX2414.The horizontal coordinates were scaled from a topographic map and have
 AX2414.an estimated accuracy of +/- 6 seconds.
 AX2414
 AX2414.The orthometric height was determined by differential leveling
 AX2414.and adjusted by the National Geodetic Survey in June 1991..
 AX2414
 AX2414.The geoid height was determined by GEOID03.
 AX2414
 AX2414.The dynamic height is computed by dividing the NAVD 88
 AX2414.geopotential number by the normal gravity value computed on the
 AX2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2414.degrees latitude (g = 980.6199 gals.).
 AX2414
 AX2414.The modeled gravity was interpolated from observed gravity values.
 AX2414
 AX2414;                    North         East    Units  Estimated Accuracy
 AX2414;SPC TXSC     - 4,236,750.      787,140.      MT  (+/- 180 meters Scaled)
 AX2414
 AX2414                          SUPERSEDED SURVEY CONTROL
 AX2414
 AX2414  NGVD 29 (??/??/92)   90.378  (m)          296.52   (f) ADJ UNCH    1 1
 AX2414
 AX2414.Superseded values are not recommended for survey control.
 AX2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2414.See file dsdata.txt to determine how the superseded data were derived.
 AX2414
 AX2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU871154(NAD 83)
 AX2414_MARKER: DB = BENCH MARK DISK
 AX2414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2414_SP_SET: ABUTMENT
 AX2414_STAMPING: E 1247 1978
 AX2414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2414
 AX2414  HISTORY     - Date     Condition        Report By
 AX2414  HISTORY     - 1978     MONUMENTED       NGS
 AX2414  HISTORY     - 19910608 GOOD             USPSQD
 AX2414
 AX2414                          STATION DESCRIPTION
 AX2414
 AX2414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AX2414'5.7 MI WEST FROM PLUM.
 AX2414'5.7 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2414'CROSSING OF AN ASPHALT ROAD AT PLUM, 9 1/2 POLES WEST OF MILE POST
 AX2414'977, 0.05 MILES EAST OF DIRT FARM ROAD CROSSING, IN TOP OF THE NORTH
 AX2414'END OF THE WEST CONCRETE ABUTMENT OF A WOODEN TRUSS BRIDGE NUMBER
 AX2414'976.6 OVER CREEK, 7 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF
 AX2414'OF THE NORTH END OF ABUTMENT, AND 2 FEET WEST OF THE EAST EDGE OF
 AX2414'THE WEST ABUTMENT.  NOTE=SHOULD BE ABLE TO DRIVE TO MARK FOR
 AX2414'RECOVERY.
 AX2414
 AX2414                          STATION RECOVERY (1991)
 AX2414
 AX2414'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AX2414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0238 ***********************************************************************
 AW0238  DESIGNATION -  E 1248
 AW0238  PID         -  AW0238
 AW0238  STATE/COUNTY-  TX/HARRIS
 AW0238  USGS QUAD   -  ALDINE (1995)
 AW0238
 AW0238                         *CURRENT SURVEY CONTROL
 AW0238  ___________________________________________________________________
 AW0238* NAD 83(1986)-  29 59 14.     (N)    095 23 37.     (W)     SCALED    
 AW0238* NAVD 88     -        30.057  (meters)      98.61   (feet)  ADJUSTED  
 AW0238  ___________________________________________________________________
 AW0238  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW0238  DYNAMIC HT  -          30.016 (meters)      98.48  (feet)  COMP
 AW0238  MODELED GRAV-     979,297.8   (mgal)                       NAVD 88
 AW0238
 AW0238  VERT ORDER  -  FIRST     CLASS II
 AW0238
 AW0238.The horizontal coordinates were scaled from a topographic map and have
 AW0238.an estimated accuracy of +/- 6 seconds.
 AW0238
 AW0238.The orthometric height was determined by differential leveling
 AW0238.and adjusted by the National Geodetic Survey in September 1996..
 AW0238
 AW0238.The geoid height was determined by GEOID03.
 AW0238
 AW0238.The dynamic height is computed by dividing the NAVD 88
 AW0238.geopotential number by the normal gravity value computed on the
 AW0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0238.degrees latitude (g = 980.6199 gals.).
 AW0238
 AW0238.The modeled gravity was interpolated from observed gravity values.
 AW0238
 AW0238;                    North         East    Units  Estimated Accuracy
 AW0238;SPC TXSC     - 4,244,080.      947,930.      MT  (+/- 180 meters Scaled)
 AW0238
 AW0238                          SUPERSEDED SURVEY CONTROL
 AW0238
 AW0238  NAVD 88 (06/15/91)   30.236  (m)           99.20   (f) UNKNOWN     1 2
 AW0238  NGVD 29 (12/23/87)   30.235  (m)           99.20   (f) ADJUSTED    1 2
 AW0238
 AW0238.Superseded values are not recommended for survey control.
 AW0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0238.See file dsdata.txt to determine how the superseded data were derived.
 AW0238
 AW0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP690197(NAD 83)
 AW0238_MARKER: DV = VERTICAL CONTROL DISK
 AW0238_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0238+WITH SETTING: PAVEMENT
 AW0238_SP_SET: POWERLINE LEG FOUNDATION
 AW0238_STAMPING: E 1248 1978
 AW0238_MARK LOGO: NGS   
 AW0238_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0238+STABILITY: SURFACE MOTION
 AW0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0238+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW0238
 AW0238  HISTORY     - Date     Condition        Report By
 AW0238  HISTORY     - 1978     MONUMENTED       NGS
 AW0238  HISTORY     - 1986     GOOD             NGS
 AW0238  HISTORY     - 19951007 GOOD             CHANCE
 AW0238  HISTORY     - 20040927 GOOD             USPSQD
 AW0238
 AW0238                          STATION DESCRIPTION
 AW0238
 AW0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0238'6.4 MI SOUTH FROM SPRING.
 AW0238'6.4 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE CROSSING
 AW0238'OF SPRING SCHOOL ROAD, 0.75 MILES SOUTH OF BRIDGE OVER TURKEY CREEK
 AW0238'AT A DIRT ROAD CROSSING, IN TOP OF THE CONCRETE FOUNDATION OF THE
 AW0238'SOUTHEAST LEG OF STEEL POWERLINE TOWER, 175 FEET WEST OF THE
 AW0238'CENTERLINE OF HARDY ROAD, 93 FEET WEST OF THE WEST RAIL, 42 FEET
 AW0238'WEST OF A 36 INCH OAK TREE, AND 24 FEET WEST OF A GATE ACROSS ROAD.
 AW0238
 AW0238                          STATION RECOVERY (1986)
 AW0238
 AW0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0238'RECOVERED IN GOOD CONDITION.
 AW0238
 AW0238                          STATION RECOVERY (1995)
 AW0238
 AW0238'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0238'RECOVERED BY JEC 1995 RECOVERED AS DESCRIBED EXCEPT THE DIRT ROAD
 AW0238'CROSSING HAS BEEN REMOVED AND THE GATE ACROSS THE ROAD HAS ALSO BEEN
 AW0238'DESTROYED.  ADDITIONAL TIES FOLLOW.  49 FT (14.9 M) EAST OF A
 AW0238'FENCELINE.  103 FT (31.4 M) EAST OF THE EAST EDGE OF NORTHBOUND LANES
 AW0238'OF HARDY TOLL ROAD.
 AW0238
 AW0238                          STATION RECOVERY (2004)
 AW0238
 AW0238'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0733 ***********************************************************************
 AW0733  DESIGNATION -  E 1249
 AW0733  PID         -  AW0733
 AW0733  STATE/COUNTY-  TX/CHAMBERS
 AW0733  USGS QUAD   -  MONT BELVIEU (1994)
 AW0733
 AW0733                         *CURRENT SURVEY CONTROL
 AW0733  ___________________________________________________________________
 AW0733* NAD 83(1986)-  29 50 52.     (N)    094 53 27.     (W)     SCALED    
 AW0733* NAVD 88     -        20.55   (+/-2cm)      67.4    (feet)  VERTCON   
 AW0733  ___________________________________________________________________
 AW0733  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW0733
 AW0733  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0733
 AW0733.The horizontal coordinates were scaled from a topographic map and have
 AW0733.an estimated accuracy of +/- 6 seconds.
 AW0733
 AW0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0733.The vertical order pertains to the NGVD 29 superseded value.
 AW0733
 AW0733.The geoid height was determined by GEOID03.
 AW0733
 AW0733;                    North         East    Units  Estimated Accuracy
 AW0733;SPC TXSC     - 4,230,230.      996,960.      MT  (+/- 180 meters Scaled)
 AW0733
 AW0733                          SUPERSEDED SURVEY CONTROL
 AW0733
 AW0733  NGVD 29 (??/??/92)   20.553  (m)           67.43   (f) ADJ UNCH    1 2
 AW0733
 AW0733.Superseded values are not recommended for survey control.
 AW0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0733.See file dsdata.txt to determine how the superseded data were derived.
 AW0733
 AW0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP173034(NAD 83)
 AW0733_MARKER: DB = BENCH MARK DISK
 AW0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0733_SP_SET: HEADWALL
 AW0733_STAMPING: E 1249 1978
 AW0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0733+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW0733
 AW0733  HISTORY     - Date     Condition        Report By
 AW0733  HISTORY     - 1978     MONUMENTED       NGS
 AW0733  HISTORY     - 1990     GOOD             USPSQD
 AW0733  HISTORY     - 19960911 GOOD             USPSQD
 AW0733  HISTORY     - 20010331 GOOD             NGS
 AW0733  HISTORY     - 20031230 GOOD             USPSQD
 AW0733  HISTORY     - 20050206 GOOD             USPSQD
 AW0733
 AW0733                          STATION DESCRIPTION
 AW0733
 AW0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0733'IN MONT BELVIEU.
 AW0733'AT MONT BELVIEU, AT THE SOUTHEAST CORNER OF THE T JUNCTION OF LOOP
 AW0733'207 AND FARM ROAD (FM) 565, 0.3 MILES SOUTH OF THE METHODIST CHURCH.
 AW0733'SET IN TOP OF THE WEST END OF THE SOUTH HEADWALL FOR A 36 INCH
 AW0733'CULVERT UNDER DRIVE TO HOUSE NUMBER 1018 AND DRIVE TO GULF SERVICE
 AW0733'STATION, 205 FEET SOUTH OF THE CENTERLINE OF FARM ROAD (FM) 565,
 AW0733'AND 24 FEET EAST OF THE CENTERLINE OF LOOP 207.
 AW0733
 AW0733                          STATION RECOVERY (1990)
 AW0733
 AW0733'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLB)
 AW0733'RECOVERED IN GOOD CONDITION.
 AW0733
 AW0733                          STATION RECOVERY (1996)
 AW0733
 AW0733'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0733'RECOVERED IN GOOD CONDITION.
 AW0733
 AW0733                          STATION RECOVERY (2001)
 AW0733
 AW0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0733'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0733
 AW0733                          STATION RECOVERY (2003)
 AW0733
 AW0733'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0733'NEW DIRECTIONS
 AW0733'GO TO THE T JUNCTION OF LOOP 207 AND FARM ROAD 565. FROM THE FIREPLUG
 AW0733'AT THE CORNER, N29 50 52.9 W094 53 27.3, GO SOUTH ALONG LOOP 207 FOR
 AW0733'226 FEET, 24 FEET EAST OF THE CENTERLINE OF THE LOOP 207 IS THE MARK
 AW0733'SET IN THE TOP OF THE SOUTH HEADWALL FOR A 35 INCH CULVERT
 AW0733
 AW0733                          STATION RECOVERY (2005)
 AW0733
 AW0733'RECOVERY NOTE BY US POWER SQUADRON 2005 (BT)
 AW0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1686 ***********************************************************************
 AN1686  DESIGNATION -  E 125
 AN1686  PID         -  AN1686
 AN1686  STATE/COUNTY-  TX/KARNES
 AN1686  USGS QUAD   -  KENEDY (1987)
 AN1686
 AN1686                         *CURRENT SURVEY CONTROL
 AN1686  ___________________________________________________________________
 AN1686* NAD 83(1986)-  28 49 15.     (N)    097 49 54.     (W)     SCALED    
 AN1686* NAVD 88     -        78.434  (meters)     257.33   (feet)  ADJUSTED  
 AN1686  ___________________________________________________________________
 AN1686  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AN1686  DYNAMIC HT  -          78.320 (meters)     256.95  (feet)  COMP
 AN1686  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AN1686
 AN1686  VERT ORDER  -  FIRST     CLASS II
 AN1686
 AN1686.The horizontal coordinates were scaled from a topographic map and have
 AN1686.an estimated accuracy of +/- 6 seconds.
 AN1686
 AN1686.The orthometric height was determined by differential leveling
 AN1686.and adjusted by the National Geodetic Survey in June 1991..
 AN1686
 AN1686.The geoid height was determined by GEOID03.
 AN1686
 AN1686.The dynamic height is computed by dividing the NAVD 88
 AN1686.geopotential number by the normal gravity value computed on the
 AN1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1686.degrees latitude (g = 980.6199 gals.).
 AN1686
 AN1686.The modeled gravity was interpolated from observed gravity values.
 AN1686
 AN1686;                    North         East    Units  Estimated Accuracy
 AN1686;SPC TXSC     - 4,110,010.      714,020.      MT  (+/- 180 meters Scaled)
 AN1686
 AN1686                          SUPERSEDED SURVEY CONTROL
 AN1686
 AN1686  NGVD 29 (??/??/92)   78.414  (m)          257.26   (f) ADJ UNCH    1 2
 AN1686
 AN1686.Superseded values are not recommended for survey control.
 AN1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1686.See file dsdata.txt to determine how the superseded data were derived.
 AN1686
 AN1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS139886(NAD 83)
 AN1686_MARKER: DB = BENCH MARK DISK
 AN1686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1686_SP_SET: CULVERT
 AN1686_STAMPING: E 125 1933
 AN1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1686
 AN1686  HISTORY     - Date     Condition        Report By
 AN1686  HISTORY     - 1933     MONUMENTED       CGS
 AN1686  HISTORY     - 1981     GOOD             NGS
 AN1686
 AN1686                          STATION DESCRIPTION
 AN1686
 AN1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1686'1.1 MI E FROM KENEDY.
 AN1686'1.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1686'STATION AT KENEDY, KARNES COUNTY, 4-1/2 POLES WEST OF MILEPOST 175, 90
 AN1686'YARDS EAST OF A DIRT-ROAD CROSSING, AT A 4- BY 8-FOOT DOUBLE
 AN1686'CONCRETE-BOX CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH HEAD WALL,
 AN1686'12.2 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET
 AN1686'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 125 1933.
 AN1686
 AN1686                          STATION RECOVERY (1981)
 AN1686
 AN1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1686'1.8 KM (1.1 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AN1686'CROSSING OF MAIN STREET IN KENEDY, IN THE CENTER OF THE SOUTH HEADWALL
 AN1686'OF A TWO CHANNEL CONCRETE BOX CULVERT, 82.0 METERS (270 FT) EAST OF A
 AN1686'DIRT ROAD CROSSING, 27.1 METERS (89.0 FT) SOUTH OF THE CENTER OF AN
 AN1686'EAST-WEST DIRT ROAD, 3.6 METERS (12.0 FT) SOUTH OF THE CENTER OF THE
 AN1686'RAILROAD BED.  NOT LEVELED AT THIS TIME, INACCESSIBLE.
 AN1686'THE MARK IS 0.6 M BELOW THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0792 ***********************************************************************
 AW0792  DESIGNATION -  E 1250
 AW0792  PID         -  AW0792
 AW0792  STATE/COUNTY-  TX/HARRIS
 AW0792  USGS QUAD   -  ALDINE (1995)
 AW0792
 AW0792                         *CURRENT SURVEY CONTROL
 AW0792  ___________________________________________________________________
 AW0792* NAD 83(1986)-  29 58 17.     (N)    095 29 42.     (W)     SCALED    
 AW0792* NAVD 88     -        35.436  (meters)     116.26   (feet)  ADJUSTED  
 AW0792  ___________________________________________________________________
 AW0792  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW0792  DYNAMIC HT  -          35.388 (meters)     116.10  (feet)  COMP
 AW0792  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 AW0792
 AW0792  VERT ORDER  -  FIRST     CLASS II
 AW0792
 AW0792.The horizontal coordinates were scaled from a topographic map and have
 AW0792.an estimated accuracy of +/- 6 seconds.
 AW0792
 AW0792.The orthometric height was determined by differential leveling
 AW0792.and adjusted by the National Geodetic Survey in June 1991..
 AW0792
 AW0792.The geoid height was determined by GEOID03.
 AW0792
 AW0792.The dynamic height is computed by dividing the NAVD 88
 AW0792.geopotential number by the normal gravity value computed on the
 AW0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0792.degrees latitude (g = 980.6199 gals.).
 AW0792
 AW0792.The modeled gravity was interpolated from observed gravity values.
 AW0792
 AW0792;                    North         East    Units  Estimated Accuracy
 AW0792;SPC TXSC     - 4,242,030.      938,210.      MT  (+/- 180 meters Scaled)
 AW0792
 AW0792                          SUPERSEDED SURVEY CONTROL
 AW0792
 AW0792  NGVD 29 (12/23/87)   35.431  (m)          116.24   (f) ADJUSTED    1 2
 AW0792
 AW0792.Superseded values are not recommended for survey control.
 AW0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0792.See file dsdata.txt to determine how the superseded data were derived.
 AW0792
 AW0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP592182(NAD 83)
 AW0792_MARKER: DB = BENCH MARK DISK
 AW0792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0792_SP_SET: HEADWALL
 AW0792_STAMPING: E 1250 1978
 AW0792_MARK LOGO: NGS   
 AW0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0792+STABILITY: SURFACE MOTION
 AW0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0792+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW0792
 AW0792  HISTORY     - Date     Condition        Report By
 AW0792  HISTORY     - 1978     MONUMENTED       NGS
 AW0792  HISTORY     - 1987     GOOD             NGS
 AW0792  HISTORY     - 20040712 GOOD             USPSQD
 AW0792  HISTORY     - 20051012 GOOD             USPSQD
 AW0792
 AW0792                          STATION DESCRIPTION
 AW0792
 AW0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0792'4.4 MI NE FROM NORTH HOUSTON.
 AW0792'0.8 MILE EAST ALONG THE FAIRBANKS AND NORTH HOUSTON ROAD FROM THE
 AW0792'CROSSING OF THE BURLINGTON AND ROCK ISLAND RAILROAD AT HOUSTON, THENCE
 AW0792'0.3 MILE SOUTHEAST ALONG FARM ROAD 149, THENCE 2.7 MILES NORTH ALONG
 AW0792'BAMMELL ROAD, AND THENCE 0.6 MILE NORTHEAST ALONG BAMMELL ROAD, SET
 AW0792'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF BRIDGE
 AW0792'OVER DRAINAGE DITCH, 13 FEET NORTHWEST OF THE CENTERLINE OF BAMMELL
 AW0792'ROAD.
 AW0792
 AW0792                          STATION RECOVERY (1987)
 AW0792
 AW0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0792'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.4 KM (0.25
 AW0792'MI) SOUTHEAST ALONG STATE HIGHWAY 149 FROM ITS JUNCTION WITH
 AW0792'FAIRBANKS-NORTH HOUSTON ROAD IN NORTH HOUSTON, THENCE 5.5 KM (3.4 MI)
 AW0792'NORTHEAST ALONG BAMMEL-NORTH HOUSTON ROAD.
 AW0792
 AW0792                          STATION RECOVERY (2004)
 AW0792
 AW0792'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0792'RECOVERED IN GOOD CONDITION.
 AW0792
 AW0792                          STATION RECOVERY (2005)
 AW0792
 AW0792'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0792'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0289 ***********************************************************************
 AW0289  DESIGNATION -  E 1251
 AW0289  PID         -  AW0289
 AW0289  STATE/COUNTY-  TX/HARRIS
 AW0289  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0289
 AW0289                         *CURRENT SURVEY CONTROL
 AW0289  ___________________________________________________________________
 AW0289* NAD 83(1986)-  29 47 05.     (N)    095 34 10.     (W)     SCALED    
 AW0289* NAVD 88     -        24.432  (meters)      80.16   (feet)  ADJUSTED  
 AW0289  ___________________________________________________________________
 AW0289  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0289  DYNAMIC HT  -          24.399 (meters)      80.05  (feet)  COMP
 AW0289  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 AW0289
 AW0289  VERT ORDER  -  FIRST     CLASS II
 AW0289
 AW0289.The horizontal coordinates were scaled from a topographic map and have
 AW0289.an estimated accuracy of +/- 6 seconds.
 AW0289
 AW0289.The orthometric height was determined by differential leveling
 AW0289.and adjusted by the National Geodetic Survey in June 1991..
 AW0289
 AW0289.The geoid height was determined by GEOID03.
 AW0289
 AW0289.The dynamic height is computed by dividing the NAVD 88
 AW0289.geopotential number by the normal gravity value computed on the
 AW0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0289.degrees latitude (g = 980.6199 gals.).
 AW0289
 AW0289.The modeled gravity was interpolated from observed gravity values.
 AW0289
 AW0289;                    North         East    Units  Estimated Accuracy
 AW0289;SPC TXSC     - 4,221,130.      931,630.      MT  (+/- 180 meters Scaled)
 AW0289
 AW0289                          SUPERSEDED SURVEY CONTROL
 AW0289
 AW0289  NGVD 29 (12/23/87)   24.426  (m)           80.14   (f) ADJUSTED    1 2
 AW0289
 AW0289.Superseded values are not recommended for survey control.
 AW0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0289.See file dsdata.txt to determine how the superseded data were derived.
 AW0289
 AW0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN516976(NAD 83)
 AW0289_MARKER: I = METAL ROD
 AW0289_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0289_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0289_STAMPING: E 1251 1978
 AW0289_MARK LOGO: NGS   
 AW0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0289+STABILITY: POSITION/ELEVATION WELL
 AW0289
 AW0289  HISTORY     - Date     Condition        Report By
 AW0289  HISTORY     - 1978     MONUMENTED       NGS
 AW0289  HISTORY     - 1981     GOOD             NGS
 AW0289  HISTORY     - 1983     GOOD             NGS
 AW0289  HISTORY     - 1986     GOOD             NGS
 AW0289  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0289  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0289  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW0289  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0289
 AW0289                          STATION DESCRIPTION
 AW0289
 AW0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0289'4.4 MI EAST FROM ADDICKS.
 AW0289'4.4 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0289'RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, ON THE SOUTHEAST
 AW0289'CORNER OF THE INTERSECTION OF BRITTMORE ROAD AND THE WEST BOUND ACCESS
 AW0289'ROAD, 292 FEET WEST OF BENCH MARK F 1251, 125 FEET EAST OF THE
 AW0289'CENTERLINE OF BRITTMORE ROAD, 40.5 FEET SOUTH OF THE SOUTH RAIL, AND
 AW0289'42 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND ACCESS ROAD.
 AW0289'NOTE=THE SLEEVE DEPTH IS 40 FEET.
 AW0289
 AW0289                          STATION RECOVERY (1981)
 AW0289
 AW0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0289'RECOVERED IN GOOD CONDITION.
 AW0289
 AW0289                          STATION RECOVERY (1983)
 AW0289
 AW0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0289'RECOVERED IN GOOD CONDITION.  NOTE, NO WITNESS POST WAS RESET DUE
 AW0289'TO MOWING IN THE AREA.
 AW0289
 AW0289                          STATION RECOVERY (1986)
 AW0289
 AW0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0289'RECOVERED IN GOOD CONDITION.
 AW0289
 AW0289                          STATION RECOVERY (1987)
 AW0289
 AW0289'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0289'MARK NOT FOUND.
 AW0289
 AW0289                          STATION RECOVERY (1989)
 AW0289
 AW0289'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0289'MARK NOT FOUND.
 AW0289
 AW0289                          STATION RECOVERY (1994)
 AW0289
 AW0289'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0289'MARK NOT FOUND.
 AW0289
 AW0289                          STATION RECOVERY (2004)
 AW0289
 AW0289'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2429 ***********************************************************************
 AX2429  DESIGNATION -  E 1252
 AX2429  PID         -  AX2429
 AX2429  STATE/COUNTY-  TX/AUSTIN
 AX2429  USGS QUAD   -  REXVILLE (1981)
 AX2429
 AX2429                         *CURRENT SURVEY CONTROL
 AX2429  ___________________________________________________________________
 AX2429* NAD 83(1986)-  29 42 29.     (N)    096 08 10.     (W)     SCALED    
 AX2429* NAVD 88     -        45.30   (+/-2cm)     148.6    (feet)  VERTCON   
 AX2429  ___________________________________________________________________
 AX2429  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX2429
 AX2429  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2429
 AX2429.The horizontal coordinates were scaled from a topographic map and have
 AX2429.an estimated accuracy of +/- 6 seconds.
 AX2429
 AX2429.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2429.The vertical order pertains to the NGVD 29 superseded value.
 AX2429
 AX2429.The geoid height was determined by GEOID03.
 AX2429
 AX2429;                    North         East    Units  Estimated Accuracy
 AX2429;SPC TXSC     - 4,211,160.      877,070.      MT  (+/- 180 meters Scaled)
 AX2429
 AX2429                          SUPERSEDED SURVEY CONTROL
 AX2429
 AX2429  NGVD 29 (??/??/92)   45.283  (m)          148.57   (f) ADJ UNCH    1 1
 AX2429
 AX2429.Superseded values are not recommended for survey control.
 AX2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2429.See file dsdata.txt to determine how the superseded data were derived.
 AX2429
 AX2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT770898(NAD 83)
 AX2429_MARKER: DB = BENCH MARK DISK
 AX2429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2429_STAMPING: E 1252 1978
 AX2429_MARK LOGO: NGS   
 AX2429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AX2429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2429+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AX2429
 AX2429  HISTORY     - Date     Condition        Report By
 AX2429  HISTORY     - 1978     MONUMENTED       NGS
 AX2429  HISTORY     - 19780615 SEE DESCRIPTION  NGS
 AX2429  HISTORY     - 1988     GOOD             USPSQD
 AX2429  HISTORY     - 20040329 GOOD             USPSQD
 AX2429
 AX2429                          STATION DESCRIPTION
 AX2429
 AX2429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AX2429'THE STATION IS LOCATED 5.2 MILES (8.4 KM) SOUTH ALONG THE GULF,
 AX2429'COLORADO AND SANTA FE RAILROAD FROM THE STATION AT SEALY, AT THE FIRST
 AX2429'ROAD CROSSING FOR A PRIVATE ROAD LEADING NORTHEAST.  94 FT (28.7 M)
 AX2429'NORTHEAST OF THE NORTHEAST RAIL, 10 FT (3.0 M) SOUTHEAST OF THE
 AX2429'CENTERLINE OF THE DIRT ROAD, 3.5 FT (1.1 M) SOUTHEAST OF THE SOUTHERN
 AX2429'GATE POST, AND 2 FT (0.6 M) SOUTHWEST OF A FENCE RUNNING PARALLEL WITH
 AX2429'THE TRACKS.  STAINLESS STEEL ROD WAS DRIVEN TO REFUSAL AT 12 FT.  (3.7
 AX2429'M) DISK IS LEVEL WITH THE GROUND, TO WHICH IS TO BE HAD THROUGH A 4
 AX2429'INCH PLASTIC SCREW PLUG.  A DISK ON TOP OF A COPPER-COATED STEEL ROD
 AX2429'TO A DEPTH OF 12 FT, (3.7 M) 2 FT (0.6 M) BELOW THE TRACKS.
 AX2429
 AX2429                          STATION RECOVERY (1988)
 AX2429
 AX2429'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AX2429'RECOVERED IN GOOD CONDITION.
 AX2429
 AX2429                          STATION RECOVERY (2004)
 AX2429
 AX2429'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1839 ***********************************************************************
 AW1839  DESIGNATION -  E 1254
 AW1839  PID         -  AW1839
 AW1839  STATE/COUNTY-  TX/HARRIS
 AW1839  USGS QUAD   -  WARREN LAKE (1980)
 AW1839
 AW1839                         *CURRENT SURVEY CONTROL
 AW1839  ___________________________________________________________________
 AW1839* NAD 83(1986)-  29 59 33.     (N)    095 45 16.     (W)     SCALED    
 AW1839* NAVD 88     -        49.709  (meters)     163.09   (feet)  ADJUSTED  
 AW1839  ___________________________________________________________________
 AW1839  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1839  DYNAMIC HT  -          49.642 (meters)     162.87  (feet)  COMP
 AW1839  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW1839
 AW1839  VERT ORDER  -  FIRST     CLASS II
 AW1839
 AW1839.The horizontal coordinates were scaled from a topographic map and have
 AW1839.an estimated accuracy of +/- 6 seconds.
 AW1839
 AW1839.The orthometric height was determined by differential leveling
 AW1839.and adjusted by the National Geodetic Survey in June 1991..
 AW1839
 AW1839.The geoid height was determined by GEOID03.
 AW1839
 AW1839.The dynamic height is computed by dividing the NAVD 88
 AW1839.geopotential number by the normal gravity value computed on the
 AW1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1839.degrees latitude (g = 980.6199 gals.).
 AW1839
 AW1839.The modeled gravity was interpolated from observed gravity values.
 AW1839
 AW1839;                    North         East    Units  Estimated Accuracy
 AW1839;SPC TXSC     - 4,243,640.      913,110.      MT  (+/- 180 meters Scaled)
 AW1839
 AW1839                          SUPERSEDED SURVEY CONTROL
 AW1839
 AW1839  NGVD 29 (12/23/87)   49.702  (m)          163.06   (f) ADJUSTED    1 2
 AW1839
 AW1839.Superseded values are not recommended for survey control.
 AW1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1839.See file dsdata.txt to determine how the superseded data were derived.
 AW1839
 AW1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP342211(NAD 83)
 AW1839_MARKER: I = METAL ROD
 AW1839_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1839_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1839_STAMPING: E 1254 1978
 AW1839_MARK LOGO: NGS   
 AW1839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1839+STABILITY: POSITION/ELEVATION WELL
 AW1839
 AW1839  HISTORY     - Date     Condition        Report By
 AW1839  HISTORY     - 1978     MONUMENTED       NGS
 AW1839  HISTORY     - 1981     GOOD             NGS
 AW1839  HISTORY     - 1986     GOOD             NGS
 AW1839  HISTORY     - 1987     GOOD             USPSQD
 AW1839  HISTORY     - 1990     GOOD             USPSQD
 AW1839  HISTORY     - 1991     GOOD             USPSQD
 AW1839  HISTORY     - 19940502 GOOD             USPSQD
 AW1839
 AW1839                          STATION DESCRIPTION
 AW1839
 AW1839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1839'3.8 MI NW FROM CYPRESS.
 AW1839'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1839'CYPRESS SPRING ROAD IN CYPRESS, 185 FEET NORTHWEST OF BENCH MARK D
 AW1839'1254, 53 FEET NORTHWEST OF THE THIRD POLE NORTHWEST OF A POWER LINE
 AW1839'CROSSING, 51 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 44 FEET SOUTH-
 AW1839'WEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.  SLEEVE
 AW1839'IS SET AT A DEPTH OF 30 FEET.
 AW1839
 AW1839                          STATION RECOVERY (1981)
 AW1839
 AW1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1839'RECOVERED IN GOOD CONDITION.
 AW1839
 AW1839                          STATION RECOVERY (1986)
 AW1839
 AW1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1839'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--1.4 M
 AW1839'(4.6 FT) NORTHEAST OF A WITNESS POST.
 AW1839
 AW1839                          STATION RECOVERY (1987)
 AW1839
 AW1839'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1839'RECOVERED IN GOOD CONDITION.
 AW1839
 AW1839                          STATION RECOVERY (1990)
 AW1839
 AW1839'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1839'RECOVERED IN GOOD CONDITION.
 AW1839
 AW1839                          STATION RECOVERY (1991)
 AW1839
 AW1839'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW1839'RECOVERED IN GOOD CONDITION.
 AW1839
 AW1839                          STATION RECOVERY (1994)
 AW1839
 AW1839'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0116 ***********************************************************************
 AW0116  DESIGNATION -  E 1255
 AW0116  PID         -  AW0116
 AW0116  STATE/COUNTY-  TX/BRAZORIA
 AW0116  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW0116
 AW0116                         *CURRENT SURVEY CONTROL
 AW0116  ___________________________________________________________________
 AW0116* NAD 83(1986)-  29 03 27.     (N)    095 08 37.     (W)     SCALED    
 AW0116* NAVD 88     -         1.69   (+/-2cm)       5.5    (feet)  VERTCON   
 AW0116  ___________________________________________________________________
 AW0116  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AW0116
 AW0116  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0116
 AW0116.The horizontal coordinates were scaled from a topographic map and have
 AW0116.an estimated accuracy of +/- 6 seconds.
 AW0116
 AW0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0116.The vertical order pertains to the NGVD 29 superseded value.
 AW0116
 AW0116.The geoid height was determined by GEOID03.
 AW0116
 AW0116;                    North         East    Units  Estimated Accuracy
 AW0116;SPC TXSC     - 4,141,860.      975,440.      MT  (+/- 180 meters Scaled)
 AW0116
 AW0116                          SUPERSEDED SURVEY CONTROL
 AW0116
 AW0116  NGVD 29 (??/??/92)    1.692  (m)            5.55   (f) ADJ UNCH    1 1
 AW0116
 AW0116.Superseded values are not recommended for survey control.
 AW0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0116.See file dsdata.txt to determine how the superseded data were derived.
 AW0116
 AW0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN913162(NAD 83)
 AW0116_MARKER: DB = BENCH MARK DISK
 AW0116_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0116_SP_SET: STAINLESS STEEL ROD
 AW0116_STAMPING: E 1255 1978
 AW0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0116+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AW0116
 AW0116  HISTORY     - Date     Condition        Report By
 AW0116  HISTORY     - 1978     MONUMENTED       NGS
 AW0116  HISTORY     - 1988     GOOD             USPSQD
 AW0116  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0116  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0116  HISTORY     - 19900120 MARK NOT FOUND   USPSQD
 AW0116  HISTORY     - 19910518 MARK NOT FOUND   USPSQD
 AW0116  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW0116  HISTORY     - 20050215 GOOD             USPSQD
 AW0116
 AW0116                          STATION DESCRIPTION
 AW0116
 AW0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0116'11.9 MI NE FROM SURFSIDE.
 AW0116'11.9 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF
 AW0116'STATE HIGHWAY 332 AT SURFSIDE, 2.0 MILES SOUTHWEST OF THE
 AW0116'SOUTHWEST END OF THE SAN LUIS PASS VACEK BRIDGE, 63 FT NORTHWEST
 AW0116'OF THE CENTERLINE OF THE ROAD, 43 FT NORTHEAST OF A CORNER
 AW0116'FENCE POST OF A CYCLONE FENCE, SET IN A ROW OF LARGE CREOSETED
 AW0116'PILLINGS AND AT THE EXTREME NORTHWEST END OF A SMALL AIRSTRIP.
 AW0116
 AW0116                          STATION RECOVERY (1988)
 AW0116
 AW0116'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0116'RECOVERED IN GOOD CONDITION.
 AW0116
 AW0116                          STATION RECOVERY (1989)
 AW0116
 AW0116'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0116'MARK NOT FOUND.
 AW0116
 AW0116                          STATION RECOVERY (1989)
 AW0116
 AW0116'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0116'MARK NOT FOUND.
 AW0116
 AW0116                          STATION RECOVERY (1990)
 AW0116
 AW0116'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0116'MARK NOT FOUND.
 AW0116
 AW0116                          STATION RECOVERY (1991)
 AW0116
 AW0116'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0116'MARK NOT FOUND.
 AW0116
 AW0116                          STATION RECOVERY (2004)
 AW0116
 AW0116'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0116' 
 AW0116' 
 AW0116
 AW0116                          STATION RECOVERY (2005)
 AW0116
 AW0116'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0118 ***********************************************************************
 AM0118  DESIGNATION -  E 1256
 AM0118  PID         -  AM0118
 AM0118  STATE/COUNTY-  TX/MATAGORDA
 AM0118  USGS QUAD   -  BAY CITY (1972)
 AM0118
 AM0118                         *CURRENT SURVEY CONTROL
 AM0118  ___________________________________________________________________
 AM0118* NAD 83(1986)-  28 55 10.     (N)    095 57 22.     (W)     SCALED    
 AM0118* NAVD 88     -        10.36   (+/-2cm)      34.0    (feet)  VERTCON   
 AM0118  ___________________________________________________________________
 AM0118  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AM0118
 AM0118  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0118
 AM0118.The horizontal coordinates were scaled from a topographic map and have
 AM0118.an estimated accuracy of +/- 6 seconds.
 AM0118
 AM0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0118.The vertical order pertains to the NGVD 29 superseded value.
 AM0118
 AM0118.The geoid height was determined by GEOID03.
 AM0118
 AM0118;                    North         East    Units  Estimated Accuracy
 AM0118;SPC TXSC     - 4,124,230.      896,760.      MT  (+/- 180 meters Scaled)
 AM0118
 AM0118                          SUPERSEDED SURVEY CONTROL
 AM0118
 AM0118  NGVD 29 (??/??/92)   10.394  (m)           34.10   (f) ADJ UNCH    1 1
 AM0118
 AM0118.Superseded values are not recommended for survey control.
 AM0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0118.See file dsdata.txt to determine how the superseded data were derived.
 AM0118
 AM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN117026(NAD 83)
 AM0118_MARKER: DB = BENCH MARK DISK
 AM0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0118_SP_SET: GUARD RAIL
 AM0118_STAMPING: E 1256 1978
 AM0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0118+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0118
 AM0118  HISTORY     - Date     Condition        Report By
 AM0118  HISTORY     - 1978     MONUMENTED       NGS
 AM0118  HISTORY     - 19981115 GOOD             USPSQD
 AM0118  HISTORY     - 20060316 GOOD             USPSQD
 AM0118
 AM0118                          STATION DESCRIPTION
 AM0118
 AM0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0118'4.2 MI SOUTH FROM BAY CITY.
 AM0118'4.2 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE MISSOURI PACIFIC
 AM0118'RAILROAD STATION AT BAY CITY, AT BRIDGE 241-3-8-50 OVER LIVE OAK
 AM0118'CREEK, SET IN TOP OF AND 1 FOOT NORTHWEST OF THE SOUTHEAST END OF
 AM0118'THE NORTHEAST GUARD RAIL, 24 FEET NORTHEAST OF THE CENTER LINE OF
 AM0118'THE HIGHWAY, AND 28 FEET NORTHWEST OF A FENCE.
 AM0118
 AM0118                          STATION RECOVERY (1998)
 AM0118
 AM0118'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0118'RECOVERED IN GOOD CONDITION.
 AM0118
 AM0118                          STATION RECOVERY (2006)
 AM0118
 AM0118'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0118'FOUND AS DESCRIBED.  THE MARK IS 3 FEET ABOVE THE ROAD.  IT IS 1 FOOT
 AM0118'FROM THE SOUTH END OF THE EAST GUARDRAIL. VERY EASY AND VISABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1825 ***********************************************************************
 AN1825  DESIGNATION -  E 1257
 AN1825  PID         -  AN1825
 AN1825  STATE/COUNTY-  TX/VICTORIA
 AN1825  USGS QUAD   -  BLOOMINGTON SW (1995)
 AN1825
 AN1825                         *CURRENT SURVEY CONTROL
 AN1825  ___________________________________________________________________
 AN1825* NAD 83(1986)-  28 34 28.     (N)    096 59 01.     (W)     SCALED    
 AN1825* NAVD 88     -        18.985  (meters)      62.29   (feet)  ADJUSTED  
 AN1825  ___________________________________________________________________
 AN1825  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1825  DYNAMIC HT  -          18.957 (meters)      62.19  (feet)  COMP
 AN1825  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 AN1825
 AN1825  VERT ORDER  -  FIRST     CLASS I
 AN1825
 AN1825.The horizontal coordinates were scaled from a topographic map and have
 AN1825.an estimated accuracy of +/- 6 seconds.
 AN1825
 AN1825.The orthometric height was determined by differential leveling
 AN1825.and adjusted by the National Geodetic Survey in June 1991..
 AN1825
 AN1825.The geoid height was determined by GEOID03.
 AN1825
 AN1825.The dynamic height is computed by dividing the NAVD 88
 AN1825.geopotential number by the normal gravity value computed on the
 AN1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1825.degrees latitude (g = 980.6199 gals.).
 AN1825
 AN1825.The modeled gravity was interpolated from observed gravity values.
 AN1825
 AN1825;                    North         East    Units  Estimated Accuracy
 AN1825;SPC TXSC     - 4,083,840.      797,260.      MT  (+/- 180 meters Scaled)
 AN1825
 AN1825                          SUPERSEDED SURVEY CONTROL
 AN1825
 AN1825  NGVD 29 (??/??/92)   19.119  (m)           62.73   (f) ADJ UNCH    1 1
 AN1825
 AN1825.Superseded values are not recommended for survey control.
 AN1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1825.See file dsdata.txt to determine how the superseded data were derived.
 AN1825
 AN1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS972624(NAD 83)
 AN1825_MARKER: DB = BENCH MARK DISK
 AN1825_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1825_SP_SET: STAINLESS STEEL ROD
 AN1825_STAMPING: E 1257 1978
 AN1825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1825
 AN1825  HISTORY     - Date     Condition        Report By
 AN1825  HISTORY     - 1978     MONUMENTED       NGS
 AN1825
 AN1825                          STATION DESCRIPTION
 AN1825
 AN1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1825'2.2 MI NE FROM MCFADDIN.
 AN1825'2.2 NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 AN1825'OFFICE AT MCFADDIN, 0.15 MILE NORTHEAST OF A RAILROAD SIGNAL, 49
 AN1825'FT SOUTHEAST OF THE SOUTHEAST RAIL, 1 FT SOUTHEAST OF A FENCE LINE,
 AN1825'19 FT NORTHEAST OF A POWERLINE POLE, 279 FT SOUTHWEST OF A FENCE
 AN1825'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1821 ***********************************************************************
 AN1821  DESIGNATION -  E 1258
 AN1821  PID         -  AN1821
 AN1821  STATE/COUNTY-  TX/VICTORIA
 AN1821  USGS QUAD   -  BLOOMINGTON (1995)
 AN1821
 AN1821                         *CURRENT SURVEY CONTROL
 AN1821  ___________________________________________________________________
 AN1821* NAD 83(1986)-  28 37 43.     (N)    096 55 22.     (W)     SCALED    
 AN1821* NAVD 88     -         8.168  (meters)      26.80   (feet)  ADJUSTED  
 AN1821  ___________________________________________________________________
 AN1821  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN1821  DYNAMIC HT  -           8.156 (meters)      26.76  (feet)  COMP
 AN1821  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 AN1821
 AN1821  VERT ORDER  -  FIRST     CLASS I
 AN1821
 AN1821.The horizontal coordinates were scaled from a topographic map and have
 AN1821.an estimated accuracy of +/- 6 seconds.
 AN1821
 AN1821.The orthometric height was determined by differential leveling
 AN1821.and adjusted by the National Geodetic Survey in June 1991..
 AN1821
 AN1821.The geoid height was determined by GEOID03.
 AN1821
 AN1821.The dynamic height is computed by dividing the NAVD 88
 AN1821.geopotential number by the normal gravity value computed on the
 AN1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1821.degrees latitude (g = 980.6199 gals.).
 AN1821
 AN1821.The modeled gravity was interpolated from observed gravity values.
 AN1821
 AN1821;                    North         East    Units  Estimated Accuracy
 AN1821;SPC TXSC     - 4,089,940.      803,100.      MT  (+/- 180 meters Scaled)
 AN1821
 AN1821                          SUPERSEDED SURVEY CONTROL
 AN1821
 AN1821  NGVD 29 (??/??/92)    8.296  (m)           27.22   (f) ADJ UNCH    1 1
 AN1821
 AN1821.Superseded values are not recommended for survey control.
 AN1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1821.See file dsdata.txt to determine how the superseded data were derived.
 AN1821
 AN1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS030686(NAD 83)
 AN1821_MARKER: DB = BENCH MARK DISK
 AN1821_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1821_SP_SET: STAINLESS STEEL ROD
 AN1821_STAMPING: E 1258 1978
 AN1821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1821
 AN1821  HISTORY     - Date     Condition        Report By
 AN1821  HISTORY     - 1978     MONUMENTED       NGS
 AN1821
 AN1821                          STATION DESCRIPTION
 AN1821
 AN1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1821'2.1 MI SW FROM BLOOMINGTON.
 AN1821'2.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN1821'RAILROAD STATION IN BLOOMINGTON, 82 FEET SOUTHEAST OF THE SOUTHEAST
 AN1821'RAIL,31 FEET NORTHEAST OF A CYCLONE FENCE CORNER, 19 FEET SOUTHEAST
 AN1821'OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT NORTHWEST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0067 ***********************************************************************
 AO0067  DESIGNATION -  E 126
 AO0067  PID         -  AO0067
 AO0067  STATE/COUNTY-  TX/LIVE OAK
 AO0067  USGS QUAD   -  GEORGE WEST (1984)
 AO0067
 AO0067                         *CURRENT SURVEY CONTROL
 AO0067  ___________________________________________________________________
 AO0067* NAD 83(1986)-  28 19 52.     (N)    098 07 14.     (W)     SCALED    
 AO0067* NAVD 88     -        49.792  (meters)     163.36   (feet)  ADJUSTED  
 AO0067  ___________________________________________________________________
 AO0067  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AO0067  DYNAMIC HT  -          49.718 (meters)     163.12  (feet)  COMP
 AO0067  MODELED GRAV-     979,157.1   (mgal)                       NAVD 88
 AO0067
 AO0067  VERT ORDER  -  SECOND    CLASS 0
 AO0067
 AO0067.The horizontal coordinates were scaled from a topographic map and have
 AO0067.an estimated accuracy of +/- 6 seconds.
 AO0067
 AO0067.The orthometric height was determined by differential leveling
 AO0067.and adjusted by the National Geodetic Survey in June 1991..
 AO0067
 AO0067.The geoid height was determined by GEOID03.
 AO0067
 AO0067.The dynamic height is computed by dividing the NAVD 88
 AO0067.geopotential number by the normal gravity value computed on the
 AO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0067.degrees latitude (g = 980.6199 gals.).
 AO0067
 AO0067.The modeled gravity was interpolated from observed gravity values.
 AO0067
 AO0067;                    North         East    Units  Estimated Accuracy
 AO0067;SPC TXSC     - 4,055,490.      686,240.      MT  (+/- 180 meters Scaled)
 AO0067
 AO0067                          SUPERSEDED SURVEY CONTROL
 AO0067
 AO0067  NGVD 29 (??/??/92)   49.77   (m)          163.3    (f) COMPUTED    2 0
 AO0067
 AO0067.Superseded values are not recommended for survey control.
 AO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0067.See file dsdata.txt to determine how the superseded data were derived.
 AO0067
 AO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS862341(NAD 83)
 AO0067_MARKER: DB = BENCH MARK DISK
 AO0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0067_SP_SET: STEP
 AO0067_STAMPING: 163.33 E 126 1933
 AO0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0067
 AO0067  HISTORY     - Date     Condition        Report By
 AO0067  HISTORY     - 1933     MONUMENTED       CGS
 AO0067  HISTORY     - 1935     GOOD             NGS
 AO0067
 AO0067                          STATION DESCRIPTION
 AO0067
 AO0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AO0067'IN GEORGE WEST.
 AO0067'AT GEORGE WEST, LIVE OAK COUNTY, AT THE HIGHSCHOOL BUILDING, AT THE
 AO0067'EAST ENTRANCE, AND IN THE TOP OF THE NORTH END OF THE FIRST CONCRETE
 AO0067'STEP.  A STANDARD DISK, STAMPED 163.33 E 126 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0104 ***********************************************************************
 AO0104  DESIGNATION -  E 127
 AO0104  PID         -  AO0104
 AO0104  STATE/COUNTY-  TX/MCMULLEN
 AO0104  USGS QUAD   -  TILDEN (1968)
 AO0104
 AO0104                         *CURRENT SURVEY CONTROL
 AO0104  ___________________________________________________________________
 AO0104* NAD 83(1986)-  28 27 38.     (N)    098 32 58.     (W)     SCALED    
 AO0104* NAVD 88     -        76.764  (meters)     251.85   (feet)  ADJUSTED  
 AO0104  ___________________________________________________________________
 AO0104  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AO0104  DYNAMIC HT  -          76.650 (meters)     251.48  (feet)  COMP
 AO0104  MODELED GRAV-     979,162.4   (mgal)                       NAVD 88
 AO0104
 AO0104  VERT ORDER  -  SECOND    CLASS 0
 AO0104
 AO0104.The horizontal coordinates were scaled from a topographic map and have
 AO0104.an estimated accuracy of +/- 6 seconds.
 AO0104
 AO0104.The orthometric height was determined by differential leveling
 AO0104.and adjusted by the National Geodetic Survey in June 1991..
 AO0104
 AO0104.The geoid height was determined by GEOID03.
 AO0104
 AO0104.The dynamic height is computed by dividing the NAVD 88
 AO0104.geopotential number by the normal gravity value computed on the
 AO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0104.degrees latitude (g = 980.6199 gals.).
 AO0104
 AO0104.The modeled gravity was interpolated from observed gravity values.
 AO0104
 AO0104;                    North         East    Units  Estimated Accuracy
 AO0104;SPC TXSC     - 4,069,600.      644,130.      MT  (+/- 180 meters Scaled)
 AO0104
 AO0104                          SUPERSEDED SURVEY CONTROL
 AO0104
 AO0104  NGVD 29 (??/??/92)   76.732  (m)          251.74   (f) ADJ UNCH    2 0
 AO0104
 AO0104.Superseded values are not recommended for survey control.
 AO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0104.See file dsdata.txt to determine how the superseded data were derived.
 AO0104
 AO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS441483(NAD 83)
 AO0104_MARKER: DB = BENCH MARK DISK
 AO0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0104_SP_SET: STEP
 AO0104_STAMPING: 251.732 E 127 1933
 AO0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0104
 AO0104  HISTORY     - Date     Condition        Report By
 AO0104  HISTORY     - 1933     MONUMENTED       CGS
 AO0104  HISTORY     - 1934     GOOD             NGS
 AO0104
 AO0104                          STATION DESCRIPTION
 AO0104
 AO0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0104'IN TILDEN.
 AO0104'AT TILDEN, MCMULLEN COUNTY, ABOUT 100 YARDS SOUTHWEST OF THE
 AO0104'COURTHOUSE, AT THE POST OFFICE, IN THE TOP OF THE NORTH END OF THE
 AO0104'CONCRETE STEP, AND 6 INCHES FROM THE BUILDING.  A STANDARD DISK,
 AO0104'STAMPED 251.732 E 127 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0085 ***********************************************************************
 AH0085  DESIGNATION -  E 1271
 AH0085  PID         -  AH0085
 AH0085  STATE/COUNTY-  TX/NUECES
 AH0085  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0085
 AH0085                         *CURRENT SURVEY CONTROL
 AH0085  ___________________________________________________________________
 AH0085* NAD 83(1986)-  27 49 12.     (N)    097 23 25.     (W)     SCALED    
 AH0085* NAVD 88     -         5.178  (meters)      16.99   (feet)  ADJUSTED  
 AH0085  ___________________________________________________________________
 AH0085  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH0085  DYNAMIC HT  -           5.170 (meters)      16.96  (feet)  COMP
 AH0085  MODELED GRAV-     979,130.0   (mgal)                       NAVD 88
 AH0085
 AH0085  VERT ORDER  -  FIRST     CLASS I
 AH0085
 AH0085.The horizontal coordinates were scaled from a topographic map and have
 AH0085.an estimated accuracy of +/- 6 seconds.
 AH0085
 AH0085.The orthometric height was determined by differential leveling
 AH0085.and adjusted by the National Geodetic Survey in December 1997..
 AH0085
 AH0085.The geoid height was determined by GEOID03.
 AH0085
 AH0085.The dynamic height is computed by dividing the NAVD 88
 AH0085.geopotential number by the normal gravity value computed on the
 AH0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0085.degrees latitude (g = 980.6199 gals.).
 AH0085
 AH0085.The modeled gravity was interpolated from observed gravity values.
 AH0085
 AH0085;                    North         East    Units  Estimated Accuracy
 AH0085;SPC TX S     - 5,239,060.      409,330.      MT  (+/- 180 meters Scaled)
 AH0085
 AH0085                          SUPERSEDED SURVEY CONTROL
 AH0085
 AH0085  NAVD 88 (06/15/91)    5.191  (m)           17.03   (f) UNKNOWN     1 1
 AH0085
 AH0085.Superseded values are not recommended for survey control.
 AH0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0085.See file dsdata.txt to determine how the superseded data were derived.
 AH0085
 AH0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR585783(NAD 83)
 AH0085_MARKER: DV = VERTICAL CONTROL DISK
 AH0085_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH0085_SP_SET: ABUTMENT
 AH0085_STAMPING: E 1271 1978
 AH0085_MARK LOGO: NGS   
 AH0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH0085+STABILITY: POSITION/ELEVATION WELL
 AH0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0085+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1997
 AH0085
 AH0085  HISTORY     - Date     Condition        Report By
 AH0085  HISTORY     - 1978     MONUMENTED       NGS
 AH0085  HISTORY     - 19970201 GOOD             NGS
 AH0085
 AH0085                          STATION DESCRIPTION
 AH0085
 AH0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0085'IN CORPUS CHRISTI.
 AH0085'SET IN TOP OF THE NORTHEAST GUARD RAIL OF THE NORTH BRIDGE ABUTMENT
 AH0085'OF THE CORPUS CHRISTI HARBOR BRIDGE, 20 FEET EAST OF THE CENTERLINE
 AH0085'OF THE NORTHBOUND LANE OF U. S. HIGHWAY 181.
 AH0085
 AH0085                          STATION RECOVERY (1997)
 AH0085
 AH0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0085'15.4 KM (9.55 MI) SOUTHWESTERLY ALONG SOUTH GREGORY STREET AND U.S.
 AH0085'HIGHWAY 181 FROM THE POST OFFICE IN GREGORY, IN TOP OF AND 0.2 M (0.7
 AH0085'FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 AH0085'GUARDRAIL OF THE HIGHWAY BRIDGE SPANNING CORPUS CHRISTI HARBOR, 6.1 M
 AH0085'(20.0 FT) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 AH0085'HIGHWAY, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0011 ***********************************************************************
 AH0011  DESIGNATION -  E 1272
 AH0011  PID         -  AH0011
 AH0011  STATE/COUNTY-  TX/SAN PATRICIO
 AH0011  USGS QUAD   -  ODEM (1975)
 AH0011
 AH0011                         *CURRENT SURVEY CONTROL
 AH0011  ___________________________________________________________________
 AH0011* NAD 83(1986)-  27 53 49.     (N)    097 37 13.     (W)     SCALED    
 AH0011* NAVD 88     -         4.248  (meters)      13.94   (feet)  ADJUSTED  
 AH0011  ___________________________________________________________________
 AH0011  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH0011  DYNAMIC HT  -           4.242 (meters)      13.92  (feet)  COMP
 AH0011  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 AH0011
 AH0011  VERT ORDER  -  FIRST     CLASS I
 AH0011
 AH0011.The horizontal coordinates were scaled from a topographic map and have
 AH0011.an estimated accuracy of +/- 6 seconds.
 AH0011
 AH0011.The orthometric height was determined by differential leveling
 AH0011.and adjusted by the National Geodetic Survey in June 1991..
 AH0011
 AH0011.The geoid height was determined by GEOID03.
 AH0011
 AH0011.The dynamic height is computed by dividing the NAVD 88
 AH0011.geopotential number by the normal gravity value computed on the
 AH0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0011.degrees latitude (g = 980.6199 gals.).
 AH0011
 AH0011.The modeled gravity was interpolated from observed gravity values.
 AH0011
 AH0011;                    North         East    Units  Estimated Accuracy
 AH0011;SPC TX S     - 5,247,410.      386,610.      MT  (+/- 180 meters Scaled)
 AH0011
 AH0011                          SUPERSEDED SURVEY CONTROL
 AH0011
 AH0011  NGVD 29 (??/??/92)    4.403  (m)           14.45   (f) ADJ UNCH    1 1
 AH0011
 AH0011.Superseded values are not recommended for survey control.
 AH0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0011.See file dsdata.txt to determine how the superseded data were derived.
 AH0011
 AH0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR357865(NAD 83)
 AH0011_MARKER: DB = BENCH MARK DISK
 AH0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0011_SP_SET: ABUTMENT
 AH0011_STAMPING: E 1272 1978
 AH0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0011
 AH0011  HISTORY     - Date     Condition        Report By
 AH0011  HISTORY     - 1978     MONUMENTED       NGS
 AH0011
 AH0011                          STATION DESCRIPTION
 AH0011
 AH0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0011'4.3 MI SW FROM ODEM.
 AH0011'4.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AH0011'STATION AT ODEM, SET IN THE TOP OF AND 1 FOOT EAST OF THE WEST END
 AH0011'OF THE NORTH CONCRETE BRIDGE ABUTMENT OF TRESTLE NUMBER 150.0,
 AH0011'4 FEET WEST OF THE WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0045 ***********************************************************************
 AM0045  DESIGNATION -  E 1273
 AM0045  PID         -  AM0045
 AM0045  STATE/COUNTY-  TX/BRAZORIA
 AM0045  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0045
 AM0045                         *CURRENT SURVEY CONTROL
 AM0045  ___________________________________________________________________
 AM0045* NAD 83(1986)-  28 59 07.     (N)    095 30 29.     (W)     SCALED    
 AM0045* NAVD 88     -         6.83   (+/-2cm)      22.4    (feet)  VERTCON   
 AM0045  ___________________________________________________________________
 AM0045  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AM0045
 AM0045  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0045
 AM0045.The horizontal coordinates were scaled from a topographic map and have
 AM0045.an estimated accuracy of +/- 6 seconds.
 AM0045
 AM0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0045.The vertical order pertains to the NGVD 29 superseded value.
 AM0045
 AM0045.The geoid height was determined by GEOID03.
 AM0045
 AM0045;                    North         East    Units  Estimated Accuracy
 AM0045;SPC TXSC     - 4,132,750.      940,210.      MT  (+/- 180 meters Scaled)
 AM0045
 AM0045                          SUPERSEDED SURVEY CONTROL
 AM0045
 AM0045  NGVD 29 (??/??/92)    6.856  (m)           22.49   (f) ADJ UNCH    1 1
 AM0045
 AM0045.Superseded values are not recommended for survey control.
 AM0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0045.See file dsdata.txt to determine how the superseded data were derived.
 AM0045
 AM0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN556089(NAD 83)
 AM0045_MARKER: DB = BENCH MARK DISK
 AM0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0045_SP_SET: CONCRETE HEADWALL
 AM0045_STAMPING: E 1273 1978
 AM0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0045
 AM0045  HISTORY     - Date     Condition        Report By
 AM0045  HISTORY     - 1978     MONUMENTED       NGS
 AM0045  HISTORY     - 19940416 GOOD             USPSQD
 AM0045  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0045
 AM0045                          STATION DESCRIPTION
 AM0045
 AM0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0045'6.15 MI SE FROM BRAZORIA.
 AM0045'6.15 MILES SOUTHEAST ALONG HIGHWAY 36 FROM THE RAILROAD CROSSING
 AM0045'IN BRAZORIA, 0.2 MILE EAST OF A SIDEROAD LEADING SOUTH, 200 FT.
 AM0045'AND ACROSS THE END ROAD FROM A LONE PEACAN TREE, 26 FT SOUTH OF THE EN
 AM0045'CENTERLINE OF THE HIGHWAY, SET IN TOP AND 1.6 FT. WEST OF THE EAST OF
 AM0045'THE SOUTH HEADWALL OF A BOX CULVERT.
 AM0045
 AM0045                          STATION RECOVERY (1994)
 AM0045
 AM0045'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0045'RECOVERED IN GOOD CONDITION.
 AM0045
 AM0045                          STATION RECOVERY (2003)
 AM0045
 AM0045'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0013 ***********************************************************************
 AW0013  DESIGNATION -  E 1274
 AW0013  PID         -  AW0013
 AW0013  STATE/COUNTY-  TX/BRAZORIA
 AW0013  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0013
 AW0013                         *CURRENT SURVEY CONTROL
 AW0013  ___________________________________________________________________
 AW0013* NAD 83(1986)-  29 11 21.     (N)    095 14 55.     (W)     SCALED    
 AW0013* NAVD 88     -         4.80   (+/-2cm)      15.7    (feet)  VERTCON   
 AW0013  ___________________________________________________________________
 AW0013  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW0013
 AW0013  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0013
 AW0013.The horizontal coordinates were scaled from a topographic map and have
 AW0013.an estimated accuracy of +/- 6 seconds.
 AW0013
 AW0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0013.The vertical order pertains to the NGVD 29 superseded value.
 AW0013
 AW0013.The geoid height was determined by GEOID03.
 AW0013
 AW0013;                    North         East    Units  Estimated Accuracy
 AW0013;SPC TXSC     - 4,156,110.      964,750.      MT  (+/- 180 meters Scaled)
 AW0013
 AW0013                          SUPERSEDED SURVEY CONTROL
 AW0013
 AW0013  NGVD 29 (??/??/92)    4.800  (m)           15.75   (f) ADJ UNCH    1 1
 AW0013
 AW0013.Superseded values are not recommended for survey control.
 AW0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0013.See file dsdata.txt to determine how the superseded data were derived.
 AW0013
 AW0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN813310(NAD 83)
 AW0013_MARKER: DB = BENCH MARK DISK
 AW0013_STAMPING: E 1274 1978
 AW0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0013+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0013
 AW0013  HISTORY     - Date     Condition        Report By
 AW0013  HISTORY     - 1978     MONUMENTED       NGS
 AW0013  HISTORY     - 20040319 GOOD             USPSQD
 AW0013
 AW0013                          STATION DESCRIPTION
 AW0013
 AW0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0013'9.0 MI SE FROM LIVERPOOL.
 AW0013'9.0 MILES SOUTHEAST ALONG PAVED ROAD, TURNING TO SHELL ROAD,
 AW0013'FROM THE POST OFFICE IN LIVERPOOL, TO THE JUNCTION OF A FIELD
 AW0013'ENTRANCE ROAD, 1 MILE NORTHEAST OF THE JUNCTION OF FARM TO MARKET
 AW0013'ROAD 2004, 35.5 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 16 FEET
 AW0013'NORTHEAST OF THE CENTER OF THE FIELD ROAD, 1.5 FT NORTHWEST
 AW0013'OF A WIRE FENCE
 AW0013
 AW0013                          STATION RECOVERY (2004)
 AW0013
 AW0013'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1946 ***********************************************************************
 AW1946  DESIGNATION -  E 1276
 AW1946  PID         -  AW1946
 AW1946  STATE/COUNTY-  TX/HARRIS
 AW1946  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1946
 AW1946                         *CURRENT SURVEY CONTROL
 AW1946  ___________________________________________________________________
 AW1946* NAD 83(1986)-  29 35 32.     (N)    095 10 08.     (W)     SCALED    
 AW1946* NAVD 88     -         7.811  (meters)      25.63   (feet)  ADJUSTED  
 AW1946  ___________________________________________________________________
 AW1946  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1946  DYNAMIC HT  -           7.801 (meters)      25.59  (feet)  COMP
 AW1946  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW1946
 AW1946  VERT ORDER  -  FIRST     CLASS II
 AW1946
 AW1946.The horizontal coordinates were scaled from a topographic map and have
 AW1946.an estimated accuracy of +/- 6 seconds.
 AW1946
 AW1946.The orthometric height was determined by differential leveling
 AW1946.and adjusted by the National Geodetic Survey in June 1991..
 AW1946
 AW1946.The geoid height was determined by GEOID03.
 AW1946
 AW1946.The dynamic height is computed by dividing the NAVD 88
 AW1946.geopotential number by the normal gravity value computed on the
 AW1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1946.degrees latitude (g = 980.6199 gals.).
 AW1946
 AW1946.The modeled gravity was interpolated from observed gravity values.
 AW1946
 AW1946;                    North         East    Units  Estimated Accuracy
 AW1946;SPC TXSC     - 4,201,010.      971,040.      MT  (+/- 180 meters Scaled)
 AW1946
 AW1946                          SUPERSEDED SURVEY CONTROL
 AW1946
 AW1946  NGVD 29 (12/23/87)    7.808  (m)           25.62   (f) ADJUSTED    1 2
 AW1946
 AW1946.Superseded values are not recommended for survey control.
 AW1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1946.See file dsdata.txt to determine how the superseded data were derived.
 AW1946
 AW1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN899755(NAD 83)
 AW1946_MARKER: I = METAL ROD
 AW1946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1946_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1946_STAMPING: E 1276 1978
 AW1946_MARK LOGO: NGS   
 AW1946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1946+STABILITY: POSITION/ELEVATION WELL
 AW1946
 AW1946  HISTORY     - Date     Condition        Report By
 AW1946  HISTORY     - 1978     MONUMENTED       NGS
 AW1946  HISTORY     - 1981     GOOD             NGS
 AW1946  HISTORY     - 1985     GOOD             USPSQD
 AW1946  HISTORY     - 1986     GOOD             NGS
 AW1946  HISTORY     - 1987     GOOD             USPSQD
 AW1946  HISTORY     - 1987     GOOD             USPSQD
 AW1946  HISTORY     - 1987     GOOD             USPSQD
 AW1946  HISTORY     - 1987     GOOD             USPSQD
 AW1946  HISTORY     - 1987     GOOD             USPSQD
 AW1946  HISTORY     - 1987     GOOD             USPSQD
 AW1946  HISTORY     - 1987     GOOD             USPSQD
 AW1946  HISTORY     - 1987     GOOD             USPSQD
 AW1946  HISTORY     - 1987     GOOD             USPSQD
 AW1946  HISTORY     - 1987     GOOD             USPSQD
 AW1946  HISTORY     - 1987     GOOD             USPSQD
 AW1946  HISTORY     - 19870405 GOOD             USPSQD
 AW1946  HISTORY     - 19870412 GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1988     GOOD             USPSQD
 AW1946  HISTORY     - 1989     GOOD             USPSQD
 AW1946  HISTORY     - 1989     GOOD             USPSQD
 AW1946  HISTORY     - 1989     GOOD             USPSQD
 AW1946  HISTORY     - 1989     GOOD             USPSQD
 AW1946  HISTORY     - 1989     GOOD             USPSQD
 AW1946  HISTORY     - 1989     GOOD             USPSQD
 AW1946  HISTORY     - 1989     GOOD             USPSQD
 AW1946  HISTORY     - 1989     GOOD             USPSQD
 AW1946  HISTORY     - 1989     GOOD             USPSQD
 AW1946  HISTORY     - 1989     GOOD             USPSQD
 AW1946  HISTORY     - 1989     GOOD             USPSQD
 AW1946  HISTORY     - 1989     GOOD             USPSQD
 AW1946  HISTORY     - 1990     GOOD             USPSQD
 AW1946  HISTORY     - 1990     GOOD             USPSQD
 AW1946  HISTORY     - 19940219 GOOD             USPSQD
 AW1946  HISTORY     - 20000124 MARK NOT FOUND   USPSQD
 AW1946  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1946  HISTORY     - 20050828 MARK NOT FOUND   USPSQD
 AW1946
 AW1946                          STATION DESCRIPTION
 AW1946
 AW1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1946'4.7 MI NW FROM WEBSTER.
 AW1946'ABOUT 4.7 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1946'NASA 1 HIGHWAY IN WEBSTER, 98 FEET NORTHWEST OF F 1276, 83 FEET
 AW1946'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET SOUTHWEST OF
 AW1946'THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON AND HENDERSON RAILROAD.
 AW1946'THE SLEEVE IS 30 FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1946
 AW1946                          STATION RECOVERY (1981)
 AW1946
 AW1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1985)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1986)
 AW1946
 AW1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1987)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1987)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1987)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1987)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1987)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1987)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1987)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1987)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1987)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1987)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1987)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1987)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1987)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJ)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1988)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1989)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1989)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1989)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1989)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1989)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1989)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1989)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1989)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1989)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1989)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1989)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1989)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1990)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1990)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (1994)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1946'RECOVERED IN GOOD CONDITION.
 AW1946
 AW1946                          STATION RECOVERY (2000)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1946'MARK NOT FOUND.
 AW1946
 AW1946                          STATION RECOVERY (2001)
 AW1946
 AW1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1946'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1946
 AW1946                          STATION RECOVERY (2005)
 AW1946
 AW1946'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1946'MEASURED THE DISTANCE AND PROBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0874 ***********************************************************************
 AW0874  DESIGNATION -  E 1277
 AW0874  PID         -  AW0874
 AW0874  STATE/COUNTY-  TX/HARRIS
 AW0874  USGS QUAD   -  SETTEGAST (1995)
 AW0874
 AW0874                         *CURRENT SURVEY CONTROL
 AW0874  ___________________________________________________________________
 AW0874* NAD 83(1986)-  29 45 19.     (N)    095 20 18.     (W)     SCALED    
 AW0874* NAVD 88     -        11.976  (meters)      39.29   (feet)  ADJUSTED  
 AW0874  ___________________________________________________________________
 AW0874  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0874  DYNAMIC HT  -          11.960 (meters)      39.24  (feet)  COMP
 AW0874  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 AW0874
 AW0874  VERT ORDER  -  FIRST     CLASS II
 AW0874
 AW0874.The horizontal coordinates were scaled from a topographic map and have
 AW0874.an estimated accuracy of +/- 6 seconds.
 AW0874
 AW0874.The orthometric height was determined by differential leveling
 AW0874.and adjusted by the National Geodetic Survey in June 1991..
 AW0874
 AW0874.The geoid height was determined by GEOID03.
 AW0874
 AW0874.The dynamic height is computed by dividing the NAVD 88
 AW0874.geopotential number by the normal gravity value computed on the
 AW0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0874.degrees latitude (g = 980.6199 gals.).
 AW0874
 AW0874.The modeled gravity was interpolated from observed gravity values.
 AW0874
 AW0874;                    North         East    Units  Estimated Accuracy
 AW0874;SPC TXSC     - 4,218,550.      954,070.      MT  (+/- 180 meters Scaled)
 AW0874
 AW0874                          SUPERSEDED SURVEY CONTROL
 AW0874
 AW0874  NGVD 29 (12/23/87)   11.973  (m)           39.28   (f) ADJUSTED    1 2
 AW0874
 AW0874.Superseded values are not recommended for survey control.
 AW0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0874.See file dsdata.txt to determine how the superseded data were derived.
 AW0874
 AW0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN738939(NAD 83)
 AW0874_MARKER: DB = BENCH MARK DISK
 AW0874_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0874_SP_SET: STAINLESS STEEL ROD
 AW0874_STAMPING: E 1277 1978
 AW0874_MARK LOGO: NGS   
 AW0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0874+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 AW0874
 AW0874  HISTORY     - Date     Condition        Report By
 AW0874  HISTORY     - 1978     MONUMENTED       NGS
 AW0874  HISTORY     - 1986     GOOD             NGS
 AW0874  HISTORY     - 1990     GOOD             USPSQD
 AW0874  HISTORY     - 19910902 GOOD             USPSQD
 AW0874  HISTORY     - 19960921 GOOD             USPSQD
 AW0874  HISTORY     - 20040707 GOOD             USPSQD
 AW0874  HISTORY     - 20050721 GOOD             USPSQD
 AW0874
 AW0874                          STATION DESCRIPTION
 AW0874
 AW0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0874'IN HOUSTON.
 AW0874'IN HOUSTON, AT THE CROSSING OF A SPUR TRACK OF THE SOUTHERN PACIFIC
 AW0874'RAIROAD AND NAVIGATION BOULEVARD, 50 FEET SOUTHWEST OF THE CENTERLINE
 AW0874'OF THE BOULEVARD, 40.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AW0874'BUILDING NUMBER 3130 (LONGHORN BUILDING), 18.5 FEET NORTHWEST OF THE
 AW0874'NORTHWEST RAIL OF THE SPUR TRACK, 9 FEET WEST OF A RAILROAD CROSSING
 AW0874'SIGNAL, AND 1.5 FEET WEST OF POWER POLE NUMBER 18914 WITH A STREET
 AW0874'LIGHT.
 AW0874
 AW0874                          STATION RECOVERY (1986)
 AW0874
 AW0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0874'RECOVERED IN GOOD CONDITION.
 AW0874
 AW0874                          STATION RECOVERY (1990)
 AW0874
 AW0874'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0874'RECOVERED IN GOOD CONDITION.
 AW0874
 AW0874                          STATION RECOVERY (1991)
 AW0874
 AW0874'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW0874'RECOVERED IN GOOD CONDITION.
 AW0874
 AW0874                          STATION RECOVERY (1996)
 AW0874
 AW0874'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0874'RECOVERED IN GOOD CONDITION.
 AW0874
 AW0874                          STATION RECOVERY (2004)
 AW0874
 AW0874'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0874'RECOVERED IN GOOD CONDITION.
 AW0874
 AW0874                          STATION RECOVERY (2005)
 AW0874
 AW0874'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0874'GP OK. DESCRIPTION OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2031 ***********************************************************************
 AW2031  DESIGNATION -  E 1278
 AW2031  PID         -  AW2031
 AW2031  STATE/COUNTY-  TX/FORT BEND
 AW2031  USGS QUAD   -  JULIFF (1974)
 AW2031
 AW2031                         *CURRENT SURVEY CONTROL
 AW2031  ___________________________________________________________________
 AW2031* NAD 83(1986)-  29 29 53.     (N)    095 27 25.     (W)     SCALED    
 AW2031* NAVD 88     -        18.361  (meters)      60.24   (feet)  ADJUSTED  
 AW2031  ___________________________________________________________________
 AW2031  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW2031  DYNAMIC HT  -          18.335 (meters)      60.15  (feet)  COMP
 AW2031  MODELED GRAV-     979,267.2   (mgal)                       NAVD 88
 AW2031
 AW2031  VERT ORDER  -  FIRST     CLASS II
 AW2031
 AW2031.The horizontal coordinates were scaled from a topographic map and have
 AW2031.an estimated accuracy of +/- 6 seconds.
 AW2031
 AW2031.The orthometric height was determined by differential leveling
 AW2031.and adjusted by the National Geodetic Survey in June 1991..
 AW2031
 AW2031.The geoid height was determined by GEOID03.
 AW2031
 AW2031.The dynamic height is computed by dividing the NAVD 88
 AW2031.geopotential number by the normal gravity value computed on the
 AW2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2031.degrees latitude (g = 980.6199 gals.).
 AW2031
 AW2031.The modeled gravity was interpolated from observed gravity values.
 AW2031
 AW2031;                    North         East    Units  Estimated Accuracy
 AW2031;SPC TXSC     - 4,189,700.      943,470.      MT  (+/- 180 meters Scaled)
 AW2031
 AW2031                          SUPERSEDED SURVEY CONTROL
 AW2031
 AW2031  NGVD 29 (12/23/87)   18.357  (m)           60.23   (f) ADJUSTED    1 2
 AW2031
 AW2031.Superseded values are not recommended for survey control.
 AW2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2031.See file dsdata.txt to determine how the superseded data were derived.
 AW2031
 AW2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN618656(NAD 83)
 AW2031_MARKER: DB = BENCH MARK DISK
 AW2031_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2031_SP_SET: STAINLESS STEEL ROD
 AW2031_STAMPING: E 1278 1978
 AW2031_MARK LOGO: NGS   
 AW2031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2031
 AW2031  HISTORY     - Date     Condition        Report By
 AW2031  HISTORY     - 1978     MONUMENTED       NGS
 AW2031  HISTORY     - 1987     GOOD             NGS
 AW2031  HISTORY     - 1990     GOOD             USPSQD
 AW2031  HISTORY     - 19901209 GOOD             USPSQD
 AW2031  HISTORY     - 19980214 GOOD             USPSQD
 AW2031
 AW2031                          STATION DESCRIPTION
 AW2031
 AW2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2031'6.4 MI WEST FROM MANVEL.
 AW2031'ABOUT 6.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 AW2031'FROM THE MASTERS STREET CROSSING IN MANVEL, ALSO 0.5 MILE EAST FROM
 AW2031'THE STATE HIGHWAY 288 CROSSING IN ARCOLA, 183 FEET NORTH OF THE NORTH
 AW2031'RAIL, 25.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN 8X12 FOOT
 AW2031'METAL BUILDING, 16.5 FEET NORTHWEST OF THE CENTERLINE OF DALLAS
 AW2031'AVENUE, AND 1.5 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER.
 AW2031
 AW2031                          STATION RECOVERY (1987)
 AW2031
 AW2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2031'RECOVERED IN GOOD CONDITION.
 AW2031
 AW2031                          STATION RECOVERY (1990)
 AW2031
 AW2031'RECOVERY NOTE BY US POWER SQUADRON 1990 (TPO)
 AW2031'RECOVERED IN GOOD CONDITION.
 AW2031
 AW2031                          STATION RECOVERY (1990)
 AW2031
 AW2031'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2031'RECOVERED IN GOOD CONDITION.
 AW2031
 AW2031                          STATION RECOVERY (1998)
 AW2031
 AW2031'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2115 ***********************************************************************
 AW2115  DESIGNATION -  E 1279
 AW2115  PID         -  AW2115
 AW2115  STATE/COUNTY-  TX/HARRIS
 AW2115  USGS QUAD   -  BELLAIRE (1995)
 AW2115
 AW2115                         *CURRENT SURVEY CONTROL
 AW2115  ___________________________________________________________________
 AW2115* NAD 83(1986)-  29 38 46.     (N)    095 28 07.     (W)     SCALED    
 AW2115* NAVD 88     -        19.85   (+/-2cm)      65.1    (feet)  VERTCON   
 AW2115  ___________________________________________________________________
 AW2115  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2115
 AW2115  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2115
 AW2115.The horizontal coordinates were scaled from a topographic map and have
 AW2115.an estimated accuracy of +/- 6 seconds.
 AW2115
 AW2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2115.The vertical order pertains to the NGVD 29 superseded value.
 AW2115
 AW2115.The geoid height was determined by GEOID03.
 AW2115
 AW2115;                    North         East    Units  Estimated Accuracy
 AW2115;SPC TXSC     - 4,206,070.      941,840.      MT  (+/- 180 meters Scaled)
 AW2115
 AW2115                          SUPERSEDED SURVEY CONTROL
 AW2115
 AW2115  NGVD 29 (04/06/79)   19.850  (m)           65.12   (f) ADJUSTED    1 2
 AW2115
 AW2115.Superseded values are not recommended for survey control.
 AW2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2115.See file dsdata.txt to determine how the superseded data were derived.
 AW2115
 AW2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN610821(NAD 83)
 AW2115_MARKER: DB = BENCH MARK DISK
 AW2115_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2115_SP_SET: STAINLESS STEEL ROD
 AW2115_STAMPING: E 1279 1978
 AW2115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2115
 AW2115  HISTORY     - Date     Condition        Report By
 AW2115  HISTORY     - 1978     MONUMENTED       NGS
 AW2115  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2115
 AW2115                          STATION DESCRIPTION
 AW2115
 AW2115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2115'5.8 MI NE FROM STAFFORD.
 AW2115'ABOUT 0.6 MILE EAST ALONG NORTH MAIN STREET FROM THE JUNCTION OF
 AW2115'STAFFORD ROAD IN STAFFORD, AND THENCE 5.2 MILES NORTHEAST ALONG U.S.
 AW2115'HIGHWAY 90 ALTERNATE.  ALSO 0.3 MILE SOUTHWEST OF THE JUNCTION OF
 AW2115'SOUTH POST OAK ROAD AND BENCH MARKS P 805 AND X 1210, 48 FEET SOUTH-
 AW2115'WEST OF THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 45.5
 AW2115'FEET NORTHWEST OF THE CENTERLINE OF THE WEST LANES OF THE HIGHWAY, AND
 AW2115'2 FEET NORTH OF A TELEPHONE POLE WITH TWO GUY WIRES.
 AW2115
 AW2115                          STATION RECOVERY (1986)
 AW2115
 AW2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2115'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0328 ***********************************************************************
 AO0328  DESIGNATION -  E 128
 AO0328  PID         -  AO0328
 AO0328  STATE/COUNTY-  TX/LA SALLE
 AO0328  USGS QUAD   -  COTULLA (1974)
 AO0328
 AO0328                         *CURRENT SURVEY CONTROL
 AO0328  ___________________________________________________________________
 AO0328* NAD 83(1986)-  28 29 03.     (N)    099 08 06.     (W)     SCALED    
 AO0328* NAVD 88     -       162.090  (meters)     531.79   (feet)  ADJUSTED  
 AO0328  ___________________________________________________________________
 AO0328  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AO0328  DYNAMIC HT  -         161.848 (meters)     531.00  (feet)  COMP
 AO0328  MODELED GRAV-     979,144.9   (mgal)                       NAVD 88
 AO0328
 AO0328  VERT ORDER  -  FIRST     CLASS II
 AO0328
 AO0328.The horizontal coordinates were scaled from a topographic map and have
 AO0328.an estimated accuracy of +/- 6 seconds.
 AO0328
 AO0328.The orthometric height was determined by differential leveling
 AO0328.and adjusted by the National Geodetic Survey in June 1991..
 AO0328
 AO0328.The geoid height was determined by GEOID03.
 AO0328
 AO0328.The dynamic height is computed by dividing the NAVD 88
 AO0328.geopotential number by the normal gravity value computed on the
 AO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0328.degrees latitude (g = 980.6199 gals.).
 AO0328
 AO0328.The modeled gravity was interpolated from observed gravity values.
 AO0328
 AO0328;                    North         East    Units  Estimated Accuracy
 AO0328;SPC TXSC     - 4,072,140.      586,780.      MT  (+/- 180 meters Scaled)
 AO0328
 AO0328                          SUPERSEDED SURVEY CONTROL
 AO0328
 AO0328  NGVD 29 (??/??/92)  161.96   (m)          531.4    (f) COMPUTED    1 2
 AO0328
 AO0328.Superseded values are not recommended for survey control.
 AO0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0328.See file dsdata.txt to determine how the superseded data were derived.
 AO0328
 AO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS867508(NAD 83)
 AO0328_MARKER: DB = BENCH MARK DISK
 AO0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0328_STAMPING: E 128 1933 531.58
 AO0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0328+STABILITY: SURFACE MOTION
 AO0328
 AO0328  HISTORY     - Date     Condition        Report By
 AO0328  HISTORY     - 1933     MONUMENTED       CGS
 AO0328  HISTORY     - 1957     GOOD             NGS
 AO0328  HISTORY     - 1958     GOOD             NGS
 AO0328
 AO0328                          STATION DESCRIPTION
 AO0328
 AO0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0328'5.45 MI E FROM GARDENDALE.
 AO0328'5.45 MILES EAST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0328'THE STATION AT GARDENDALE, 0.3 MILE NORTHEAST OF A RANCH HOUSE, 17
 AO0328'RAILS SOUTHEAST OF THE SOUTHEAST SIDE OF A CATTLE PEN, 70.7 FEET
 AO0328'SOUTHWEST OF THE SOUTHWEST RAIL, AT A FENCE CORNER, 56 FEET SOUTH OF A
 AO0328'TELEPHONE POLE, 1.6 FEET NORTHEAST OF A FENCE, 3 FEET BELOW THE TOP OF
 AO0328'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 AO0328'ABOVE THE GROUND.
 AO0328
 AO0328                          STATION RECOVERY (1958)
 AO0328
 AO0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2158 ***********************************************************************
 AW2158  DESIGNATION -  E 1280
 AW2158  PID         -  AW2158
 AW2158  STATE/COUNTY-  TX/FORT BEND
 AW2158  USGS QUAD   -  RICHMOND NE (1980)
 AW2158
 AW2158                         *CURRENT SURVEY CONTROL
 AW2158  ___________________________________________________________________
 AW2158* NAD 83(1986)-  29 41 48.     (N)    095 49 22.     (W)     SCALED    
 AW2158* NAVD 88     -        38.119  (meters)     125.06   (feet)  ADJUSTED  
 AW2158  ___________________________________________________________________
 AW2158  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW2158  DYNAMIC HT  -          38.067 (meters)     124.89  (feet)  COMP
 AW2158  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 AW2158
 AW2158  VERT ORDER  -  FIRST     CLASS II
 AW2158
 AW2158.The horizontal coordinates were scaled from a topographic map and have
 AW2158.an estimated accuracy of +/- 6 seconds.
 AW2158
 AW2158.The orthometric height was determined by differential leveling
 AW2158.and adjusted by the National Geodetic Survey in June 1991..
 AW2158
 AW2158.The geoid height was determined by GEOID03.
 AW2158
 AW2158.The dynamic height is computed by dividing the NAVD 88
 AW2158.geopotential number by the normal gravity value computed on the
 AW2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2158.degrees latitude (g = 980.6199 gals.).
 AW2158
 AW2158.The modeled gravity was interpolated from observed gravity values.
 AW2158
 AW2158;                    North         East    Units  Estimated Accuracy
 AW2158;SPC TXSC     - 4,210,680.      907,410.      MT  (+/- 180 meters Scaled)
 AW2158
 AW2158                          SUPERSEDED SURVEY CONTROL
 AW2158
 AW2158  NGVD 29 (12/23/87)   38.112  (m)          125.04   (f) ADJUSTED    1 2
 AW2158
 AW2158.Superseded values are not recommended for survey control.
 AW2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2158.See file dsdata.txt to determine how the superseded data were derived.
 AW2158
 AW2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN268885(NAD 83)
 AW2158_MARKER: DB = BENCH MARK DISK
 AW2158_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2158_SP_SET: STAINLESS STEEL ROD
 AW2158_STAMPING: E 1280 1978
 AW2158_MARK LOGO: NGS   
 AW2158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2158
 AW2158  HISTORY     - Date     Condition        Report By
 AW2158  HISTORY     - 1978     MONUMENTED       NGS
 AW2158  HISTORY     - 1986     GOOD             NGS
 AW2158  HISTORY     - 1990     GOOD             USPSQD
 AW2158  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2158  HISTORY     - 19951010 GOOD             USPSQD
 AW2158  HISTORY     - 19991120 GOOD             USPSQD
 AW2158  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2158
 AW2158                          STATION DESCRIPTION
 AW2158
 AW2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2158'4.6 MI EAST FROM FULSHEAR.
 AW2158'ABOUT 4.6 MILES EAST ALONG FARM ROAD 1093 FROM THE SOUTHERN PACIFIC
 AW2158'RAILROAD STATION IN FULSHEAR.  ALSO, 1.7 MILES EAST ALONG FARM ROAD
 AW2158'1093 FROM THE JUNCTION OF FARM ROADS 359 AND 1463.  SET 0.1 MILE
 AW2158'NORTHWEST OF A POWER LINE SUB-STATION, 60 FEET NORTH OF THE CENTERLINE
 AW2158'OF THE ROAD, 20.5 FEET EAST OF THE CENTERLINE OF A FIELD ROAD AND GATE
 AW2158'LEADING NORTH, 2.5 FEET WEST-NORTHWEST OF A POWER POLE, NUMBER 1405,
 AW2158'AND 1 FOOT SOUTH OF A FENCE.
 AW2158
 AW2158                          STATION RECOVERY (1986)
 AW2158
 AW2158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2158'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW2158'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AW2158
 AW2158                          STATION RECOVERY (1990)
 AW2158
 AW2158'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW2158'RECOVERED IN GOOD CONDITION.
 AW2158
 AW2158                          STATION RECOVERY (1993)
 AW2158
 AW2158'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2158'MARK NOT FOUND.
 AW2158
 AW2158                          STATION RECOVERY (1995)
 AW2158
 AW2158'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2158'RECOVERED IN GOOD CONDITION.
 AW2158
 AW2158                          STATION RECOVERY (1999)
 AW2158
 AW2158'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2158'RECOVERED IN GOOD CONDITION.
 AW2158
 AW2158                          STATION RECOVERY (2004)
 AW2158
 AW2158'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1865 ***********************************************************************
 BL1865  DESIGNATION -  E 1281
 BL1865  PID         -  BL1865
 BL1865  STATE/COUNTY-  TX/MONTGOMERY
 BL1865  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1865
 BL1865                         *CURRENT SURVEY CONTROL
 BL1865  ___________________________________________________________________
 BL1865* NAD 83(1986)-  30 08 13.     (N)    095 45 11.     (W)     SCALED    
 BL1865* NAVD 88     -        65.97   (+/-2cm)     216.4    (feet)  VERTCON   
 BL1865  ___________________________________________________________________
 BL1865  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1865
 BL1865  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1865
 BL1865.The horizontal coordinates were scaled from a topographic map and have
 BL1865.an estimated accuracy of +/- 6 seconds.
 BL1865
 BL1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1865.The vertical order pertains to the NGVD 29 superseded value.
 BL1865
 BL1865.The geoid height was determined by GEOID03.
 BL1865
 BL1865;                    North         East    Units  Estimated Accuracy
 BL1865;SPC TX C     - 3,061,220.    1,141,200.      MT  (+/- 180 meters Scaled)
 BL1865
 BL1865                          SUPERSEDED SURVEY CONTROL
 BL1865
 BL1865  NGVD 29 (04/06/79)   65.968  (m)          216.43   (f) ADJUSTED    1 2
 BL1865
 BL1865.Superseded values are not recommended for survey control.
 BL1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1865.See file dsdata.txt to determine how the superseded data were derived.
 BL1865
 BL1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP347371(NAD 83)
 BL1865_MARKER: DB = BENCH MARK DISK
 BL1865_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1865_SP_SET: STAINLESS STEEL ROD
 BL1865_STAMPING: E 1281 1978
 BL1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1865
 BL1865  HISTORY     - Date     Condition        Report By
 BL1865  HISTORY     - 1978     MONUMENTED       NGS
 BL1865
 BL1865                          STATION DESCRIPTION
 BL1865
 BL1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1865'5.2 MI SOUTH FROM MAGNOLIA.
 BL1865'0.1 MILE SOUTHWEST ALONG FIFTH STREET FROM THE CROSSING OF MAGNOLIA
 BL1865'CONROE ROAD AND THE MISSOURI PACIFIC RAILROAD IN MAGNOLIA, THENCE
 BL1865'0.15 MILE SOUTHEAST ALONG COMMERCE STREET, AND THENCE 5.0 MILES
 BL1865'SOUTH ALONG NICHOLS SAW MILL ROAD.  AT THE T JUNCTION OF A PAVED
 BL1865'ROAD LEADING EAST AND NICHOLS SAW MILL ROAD, 46 FEET WEST OF THE
 BL1865'CENTERLINE OF NICHOLS SAW MILL ROAD, 26.5 FEET SOUTH OF THE EXTENDED
 BL1865'CENTERLINE OF THE PAVED ROAD LEADING EAST, 2 FEET NORTH OF A GUY POLE
 BL1865'FOR A JUNCTION, POLE FOR A NORTH AND SOUTH POWER LINE AND A POWER
 BL1865'LINE LEADING EAST, AND 1.5 FEET EAST OF THE WEST RIGHT OF WAY FENCE.
 BL1865'DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 BL1865'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1841 ***********************************************************************
 BL1841  DESIGNATION -  E 1282
 BL1841  PID         -  BL1841
 BL1841  STATE/COUNTY-  TX/HARRIS
 BL1841  USGS QUAD   -  HOCKLEY (1980)
 BL1841
 BL1841                         *CURRENT SURVEY CONTROL
 BL1841  ___________________________________________________________________
 BL1841* NAD 83(1986)-  30 01 44.     (N)    095 51 00.     (W)     SCALED    
 BL1841* NAVD 88     -        68.038  (meters)     223.22   (feet)  ADJUSTED  
 BL1841  ___________________________________________________________________
 BL1841  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1841  DYNAMIC HT  -          67.946 (meters)     222.92  (feet)  COMP
 BL1841  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 BL1841
 BL1841  VERT ORDER  -  FIRST     CLASS II
 BL1841
 BL1841.The horizontal coordinates were scaled from a topographic map and have
 BL1841.an estimated accuracy of +/- 6 seconds.
 BL1841
 BL1841.The orthometric height was determined by differential leveling
 BL1841.and adjusted by the National Geodetic Survey in June 1991..
 BL1841
 BL1841.The geoid height was determined by GEOID03.
 BL1841
 BL1841.The dynamic height is computed by dividing the NAVD 88
 BL1841.geopotential number by the normal gravity value computed on the
 BL1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1841.degrees latitude (g = 980.6199 gals.).
 BL1841
 BL1841.The modeled gravity was interpolated from observed gravity values.
 BL1841
 BL1841;                    North         East    Units  Estimated Accuracy
 BL1841;SPC TXSC     - 4,247,420.      903,790.      MT  (+/- 180 meters Scaled)
 BL1841
 BL1841                          SUPERSEDED SURVEY CONTROL
 BL1841
 BL1841  NGVD 29 (12/23/87)   68.031  (m)          223.20   (f) ADJUSTED    1 2
 BL1841
 BL1841.Superseded values are not recommended for survey control.
 BL1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1841.See file dsdata.txt to determine how the superseded data were derived.
 BL1841
 BL1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP251254(NAD 83)
 BL1841_MARKER: DB = BENCH MARK DISK
 BL1841_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1841_SP_SET: STAINLESS STEEL ROD
 BL1841_STAMPING: E 1282 1978
 BL1841_MARK LOGO: NGS   
 BL1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1841
 BL1841  HISTORY     - Date     Condition        Report By
 BL1841  HISTORY     - 1978     MONUMENTED       NGS
 BL1841  HISTORY     - 1986     GOOD             NGS
 BL1841  HISTORY     - 1987     GOOD             USPSQD
 BL1841  HISTORY     - 19940326 POOR             USPSQD
 BL1841
 BL1841                          STATION DESCRIPTION
 BL1841
 BL1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1841'0.3 MI NW FROM HOCKLEY.
 BL1841'0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE RAILROAD STATION
 BL1841'IN WALLER.  SET AT THE FIRST POLE EAST AND ACROSS THE TRACKS FROM
 BL1841'MILE POLE 36, 59 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 BL1841'LANES OF HIGHWAY 290, 24 FEET NORTHWEST OF THE CENTERLINE OF JAMES
 BL1841'STREET, 25 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 4 FEET NORTHWEST
 BL1841'OF A TELEPHONE POLE.  DISK IS SET LEVEL WITH THE GROUND, ACCESS TO
 BL1841'WHICH CAN BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1841
 BL1841                          STATION RECOVERY (1986)
 BL1841
 BL1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1841'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.5 KM (0.3 MI)
 BL1841'NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH HEGAR ROAD IN
 BL1841'HOCKLEY.
 BL1841
 BL1841                          STATION RECOVERY (1987)
 BL1841
 BL1841'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1841'RECOVERED IN GOOD CONDITION.
 BL1841
 BL1841                          STATION RECOVERY (1994)
 BL1841
 BL1841'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1841'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2370 ***********************************************************************
 BY2370  DESIGNATION -  E 1283
 BY2370  PID         -  BY2370
 BY2370  STATE/COUNTY-  TX/SHELBY
 BY2370  USGS QUAD   -  TENAHA EAST (1984)
 BY2370
 BY2370                         *CURRENT SURVEY CONTROL
 BY2370  ___________________________________________________________________
 BY2370* NAD 83(1986)-  31 57 51.     (N)    094 08 17.     (W)     SCALED    
 BY2370* NAVD 88     -        80.580  (meters)     264.37   (feet)  ADJUSTED  
 BY2370  ___________________________________________________________________
 BY2370  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BY2370  DYNAMIC HT  -          80.486 (meters)     264.06  (feet)  COMP
 BY2370  MODELED GRAV-     979,472.6   (mgal)                       NAVD 88
 BY2370
 BY2370  VERT ORDER  -  FIRST     CLASS II
 BY2370
 BY2370.The horizontal coordinates were scaled from a topographic map and have
 BY2370.an estimated accuracy of +/- 6 seconds.
 BY2370
 BY2370.The orthometric height was determined by differential leveling
 BY2370.and adjusted by the National Geodetic Survey in June 1991..
 BY2370
 BY2370.The geoid height was determined by GEOID03.
 BY2370
 BY2370.The dynamic height is computed by dividing the NAVD 88
 BY2370.geopotential number by the normal gravity value computed on the
 BY2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2370.degrees latitude (g = 980.6199 gals.).
 BY2370
 BY2370.The modeled gravity was interpolated from observed gravity values.
 BY2370
 BY2370;                    North         East    Units  Estimated Accuracy
 BY2370;SPC TX C     - 3,271,010.    1,285,350.      MT  (+/- 180 meters Scaled)
 BY2370
 BY2370                          SUPERSEDED SURVEY CONTROL
 BY2370
 BY2370  NGVD 29 (??/??/??)   80.628  (m)          264.53   (f) ADJUSTED    1 2
 BY2370
 BY2370.Superseded values are not recommended for survey control.
 BY2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2370.See file dsdata.txt to determine how the superseded data were derived.
 BY2370
 BY2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR924370(NAD 83)
 BY2370_MARKER: DB = BENCH MARK DISK
 BY2370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2370_SP_SET: STAINLESS STEEL ROD
 BY2370_STAMPING: E 1283 1979
 BY2370_PROJECTION: RECESSED 3 CENTIMETERS
 BY2370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2370_ROD/PIPE-DEPTH: 5.18 meters
 BY2370
 BY2370  HISTORY     - Date     Condition        Report By
 BY2370  HISTORY     - 1979     MONUMENTED       NGS
 BY2370
 BY2370                          STATION DESCRIPTION
 BY2370
 BY2370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2370'4.7 MI EAST FROM JOAQUIN.
 BY2370'4.7 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE IN JOAQUIN,
 BY2370'ALSO 6.2 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF U.S.
 BY2370'HIGHWAY 96 IN TENAHA, AT THE NORTHWEST CORNER OF THE FRIENDSHIP
 BY2370'BAPTIST CHURCH, 57.9 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 BY2370'73.2 FT. WEST OF THE NORTHWEST CORNER OF THE CHURCH, 5.6 FT. EAST
 BY2370'OF A 30-INCH PINE TREE, 15.4 FT. WEST OF A POWERLINE POLE WITH STREET
 BY2370'LIGHT, 1.0 FT. WEST OF A CORNER FENCE POST, 1.0 FT. NORTH OF A
 BY2370'FENCE LINE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2370'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2370'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BY2370'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2371 ***********************************************************************
 BY2371  DESIGNATION -  E 1284
 BY2371  PID         -  BY2371
 BY2371  STATE/COUNTY-  TX/SHELBY
 BY2371  USGS QUAD   -  TENAHA EAST (1984)
 BY2371
 BY2371                         *CURRENT SURVEY CONTROL
 BY2371  ___________________________________________________________________
 BY2371* NAD 83(1986)-  31 57 27.     (N)    094 09 41.     (W)     SCALED    
 BY2371* NAVD 88     -       102.607  (meters)     336.64   (feet)  ADJUSTED  
 BY2371  ___________________________________________________________________
 BY2371  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BY2371  DYNAMIC HT  -         102.487 (meters)     336.24  (feet)  COMP
 BY2371  MODELED GRAV-     979,469.1   (mgal)                       NAVD 88
 BY2371  OBS GRAVITY -     979,462.1   (mgal)                       GRAV_OBS
 BY2371
 BY2371  VERT ORDER  -  FIRST     CLASS II
 BY2371
 BY2371.The horizontal coordinates were scaled from a topographic map and have
 BY2371.an estimated accuracy of +/- 6 seconds.
 BY2371
 BY2371.The orthometric height was determined by differential leveling
 BY2371.and adjusted by the National Geodetic Survey in June 1991..
 BY2371
 BY2371.The geoid height was determined by GEOID03.
 BY2371
 BY2371.The dynamic height is computed by dividing the NAVD 88
 BY2371.geopotential number by the normal gravity value computed on the
 BY2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2371.degrees latitude (g = 980.6199 gals.).
 BY2371
 BY2371.The modeled gravity was interpolated from observed gravity values.
 BY2371.The observed gravity was obtained from relative gravimeter ties
 BY2371.to the IGSN71 gravity network.
 BY2371
 BY2371;                    North         East    Units  Estimated Accuracy
 BY2371;SPC TX C     - 3,270,150.    1,283,190.      MT  (+/- 180 meters Scaled)
 BY2371
 BY2371                          SUPERSEDED SURVEY CONTROL
 BY2371
 BY2371  NGVD 29 (??/??/??)  102.654  (m)          336.79   (f) ADJUSTED    1 2
 BY2371
 BY2371.Superseded values are not recommended for survey control.
 BY2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2371.See file dsdata.txt to determine how the superseded data were derived.
 BY2371
 BY2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR902363(NAD 83)
 BY2371_MARKER: I = METAL ROD
 BY2371_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2371_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2371_STAMPING: E 1284 1979
 BY2371_PROJECTION: FLUSH
 BY2371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2371+STABILITY: POSITION/ELEVATION WELL
 BY2371_ROD/PIPE-DEPTH: 8.53 meters
 BY2371_SLEEVE-DEPTH  : 7.32 meters
 BY2371
 BY2371  HISTORY     - Date     Condition        Report By
 BY2371  HISTORY     - 1979     MONUMENTED       NGS
 BY2371
 BY2371                          STATION DESCRIPTION
 BY2371
 BY2371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2371'4.75 MI EAST FROM TENAHA.
 BY2371'4.75 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF U.S.
 BY2371'HIGHWAY 96 IN TENAHA, AT THE NORTH EDGE OF A CHAIN LINK FENCE AROUND
 BY2371'THE PAXTON WATER SUPPLY STORAGE TANK AND PUMP HOUSE, 80.0 FT. SOUTH
 BY2371'OF THE CENTERLINE OF THE HIGHWAY, 18.5 FT. WEST OF THE WEST GATEPOST
 BY2371'OF A 3-FT. GATE IN THE FENCE, 26.5 FT. EAST-NORTHEAST OF THE
 BY2371'NORTHWEST CORNER OF THE FENCE, 35.5 FT. SOUTHEAST OF A BARBED WIRE
 BY2371'CORNER FENCE POST, 3.0 FT. NORTH OF THE CHAIN LINK FENCE.  DATUM
 BY2371'POINT IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BY2371'5-INCH LOGO CAP.
 BY2371'THE MARK IS 3.5 FT  NW FROM A WITNESS POST.
 BY2371'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1982 ***********************************************************************
 BK1982  DESIGNATION -  E 1285
 BK1982  PID         -  BK1982
 BK1982  STATE/COUNTY-  TX/ORANGE
 BK1982  USGS QUAD   -  MAURICEVILLE (1974)
 BK1982
 BK1982                         *CURRENT SURVEY CONTROL
 BK1982  ___________________________________________________________________
 BK1982* NAD 83(1986)-  30 09 46.     (N)    093 50 25.     (W)     SCALED    
 BK1982* NAVD 88     -         5.059  (meters)      16.60   (feet)  ADJUSTED  
 BK1982  ___________________________________________________________________
 BK1982  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BK1982  DYNAMIC HT  -           5.052 (meters)      16.57  (feet)  COMP
 BK1982  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 BK1982
 BK1982  VERT ORDER  -  FIRST     CLASS II
 BK1982
 BK1982.The horizontal coordinates were scaled from a topographic map and have
 BK1982.an estimated accuracy of +/- 6 seconds.
 BK1982
 BK1982.The orthometric height was determined by differential leveling
 BK1982.and adjusted by the National Geodetic Survey in June 1991..
 BK1982
 BK1982.The geoid height was determined by GEOID03.
 BK1982
 BK1982.The dynamic height is computed by dividing the NAVD 88
 BK1982.geopotential number by the normal gravity value computed on the
 BK1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1982.degrees latitude (g = 980.6199 gals.).
 BK1982
 BK1982.The modeled gravity was interpolated from observed gravity values.
 BK1982
 BK1982;                    North         East    Units  Estimated Accuracy
 BK1982;SPC TX C     - 3,073,250.    1,325,100.      MT  (+/- 180 meters Scaled)
 BK1982
 BK1982                          SUPERSEDED SURVEY CONTROL
 BK1982
 BK1982  NGVD 29 (??/??/??)    5.018  (m)           16.46   (f) ADJUSTED    1 2
 BK1982
 BK1982.Superseded values are not recommended for survey control.
 BK1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1982.See file dsdata.txt to determine how the superseded data were derived.
 BK1982
 BK1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP190371(NAD 83)
 BK1982_MARKER: I = METAL ROD
 BK1982_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1982_SP_SET: STAINLESS STEEL ROD
 BK1982_STAMPING: E 1285 1979
 BK1982_PROJECTION: FLUSH
 BK1982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1982+STABILITY: POSITION/ELEVATION WELL
 BK1982_ROD/PIPE-DEPTH: 6.10 meters
 BK1982
 BK1982  HISTORY     - Date     Condition        Report By
 BK1982  HISTORY     - 1979     MONUMENTED       NGS
 BK1982  HISTORY     - 1988     GOOD             USPSQD
 BK1982  HISTORY     - 19960427 GOOD             USPSQD
 BK1982  HISTORY     - 20010331 GOOD             USPSQD
 BK1982  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1982  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1982
 BK1982                          STATION DESCRIPTION
 BK1982
 BK1982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1982'3.9 MI SE FROM MAURICEVILLE.
 BK1982'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF STATE
 BK1982'HIGHWAY 12 IN MAURICEVILLE, AT A POWERLINE CROSSING, AT THE MC LEWIS
 BK1982'SUBSTATION POWER CENTER, 103.0 FT. SOUTHWEST OF THE CENTERLINE OF THE
 BK1982'HIGHWAY, 25.0 FT. SOUTHEAST OF THE CENTERLINE OF A DIRT DRIVEWAY
 BK1982'LEADING TO THE SUBSTATION, 2.5 FT. SOUTHEAST OF POWERLINE POLE NUMBER
 BK1982'518 WITH TRANSFORMER, 2.0 FT. NORTH OF A CORNER FENCE POST, 51.0 FT.
 BK1982'SOUTHEAST OF THE CENTER OF A CHAIN LINK FENCE GATE.  DISK IS 4 INCHES
 BK1982'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BK1982'PLUG.
 BK1982'THE MARK IS 1.4 FT  E FROM A WITNESS POST.
 BK1982'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1982
 BK1982                          STATION RECOVERY (1988)
 BK1982
 BK1982'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1982'RECOVERED IN GOOD CONDITION.
 BK1982
 BK1982                          STATION RECOVERY (1996)
 BK1982
 BK1982'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1982'RECOVERED IN GOOD CONDITION.
 BK1982
 BK1982                          STATION RECOVERY (2001)
 BK1982
 BK1982'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1982'RECOVERED IN GOOD CONDITION.
 BK1982
 BK1982                          STATION RECOVERY (2002)
 BK1982
 BK1982'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BK1982'MARK NOT FOUND.
 BK1982
 BK1982                          STATION RECOVERY (2004)
 BK1982
 BK1982'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1982'FOUND LEANING DAMAGED POLE LINE 518
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2400 ***********************************************************************
 BY2400  DESIGNATION -  E 1286
 BY2400  PID         -  BY2400
 BY2400  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2400  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY2400
 BY2400                         *CURRENT SURVEY CONTROL
 BY2400  ___________________________________________________________________
 BY2400* NAD 83(1986)-  31 36 11.     (N)    094 08 59.     (W)     SCALED    
 BY2400* NAVD 88     -        99.819  (meters)     327.49   (feet)  ADJUSTED  
 BY2400  ___________________________________________________________________
 BY2400  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY2400  DYNAMIC HT  -          99.697 (meters)     327.09  (feet)  COMP
 BY2400  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 BY2400
 BY2400  VERT ORDER  -  FIRST     CLASS II
 BY2400
 BY2400.The horizontal coordinates were scaled from a topographic map and have
 BY2400.an estimated accuracy of +/- 6 seconds.
 BY2400
 BY2400.The orthometric height was determined by differential leveling
 BY2400.and adjusted by the National Geodetic Survey in June 1991..
 BY2400
 BY2400.The geoid height was determined by GEOID03.
 BY2400
 BY2400.The dynamic height is computed by dividing the NAVD 88
 BY2400.geopotential number by the normal gravity value computed on the
 BY2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2400.degrees latitude (g = 980.6199 gals.).
 BY2400
 BY2400.The modeled gravity was interpolated from observed gravity values.
 BY2400
 BY2400;                    North         East    Units  Estimated Accuracy
 BY2400;SPC TX C     - 3,230,970.    1,286,470.      MT  (+/- 180 meters Scaled)
 BY2400
 BY2400                          SUPERSEDED SURVEY CONTROL
 BY2400
 BY2400  NGVD 29 (??/??/??)   99.850  (m)          327.59   (f) ADJUSTED    1 2
 BY2400
 BY2400.Superseded values are not recommended for survey control.
 BY2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2400.See file dsdata.txt to determine how the superseded data were derived.
 BY2400
 BY2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ909970(NAD 83)
 BY2400_MARKER: DB = BENCH MARK DISK
 BY2400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2400_SP_SET: STAINLESS STEEL ROD
 BY2400_STAMPING: E 1286 1979
 BY2400_PROJECTION: FLUSH
 BY2400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2400_ROD/PIPE-DEPTH: 7.62 meters
 BY2400
 BY2400  HISTORY     - Date     Condition        Report By
 BY2400  HISTORY     - 1979     MONUMENTED       NGS
 BY2400
 BY2400                          STATION DESCRIPTION
 BY2400
 BY2400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2400'5.1 MI NORTH FROM SAN AUGUSTINE.
 BY2400'5.1 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2400'HIGHWAY 21 IN SAN AUGUSTINE, AT A PRIVATE DRIVE LEADING WEST TO A
 BY2400'WOOD FRAME HOUSE, 143.0 FT. EAST-NORTHEAST OF THE NORTHEAST CORNER
 BY2400'OF THE HOUSE, 97.0 FT. NORTH OF THE CENTERLINE OF THE DRIVE,
 BY2400'61.5 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 56.5 FT. NORTH OF
 BY2400'A TELEPHONE CABLE WARNING SIGN, 2.5 FT. SOUTH OF A POWERLINE POLE
 BY2400'WITH TRANSFORMER AND GUY WIRE.  DISK IS 4 INCHES BELOW GROUND, ACCESS
 BY2400'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2400'THE MARK IS 1.4 FT  E FROM A WITNESS POST.
 BY2400'THE MARK IS 3 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2542 ***********************************************************************
 BY2542  DESIGNATION -  E 1287
 BY2542  PID         -  BY2542
 BY2542  STATE/COUNTY-  TX/SHELBY
 BY2542  USGS QUAD   -  TENAHA WEST (1984)
 BY2542
 BY2542                         *CURRENT SURVEY CONTROL
 BY2542  ___________________________________________________________________
 BY2542* NAD 83(1986)-  31 55 36.     (N)    094 19 21.     (W)     SCALED    
 BY2542* NAVD 88     -        93.128  (meters)     305.54   (feet)  ADJUSTED  
 BY2542  ___________________________________________________________________
 BY2542  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BY2542  DYNAMIC HT  -          93.017 (meters)     305.17  (feet)  COMP
 BY2542  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 BY2542
 BY2542  VERT ORDER  -  FIRST     CLASS II
 BY2542
 BY2542.The horizontal coordinates were scaled from a topographic map and have
 BY2542.an estimated accuracy of +/- 6 seconds.
 BY2542
 BY2542.The orthometric height was determined by differential leveling
 BY2542.and adjusted by the National Geodetic Survey in June 1991..
 BY2542
 BY2542.The geoid height was determined by GEOID03.
 BY2542
 BY2542.The dynamic height is computed by dividing the NAVD 88
 BY2542.geopotential number by the normal gravity value computed on the
 BY2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2542.degrees latitude (g = 980.6199 gals.).
 BY2542
 BY2542.The modeled gravity was interpolated from observed gravity values.
 BY2542
 BY2542;                    North         East    Units  Estimated Accuracy
 BY2542;SPC TX C     - 3,265,900.    1,268,160.      MT  (+/- 180 meters Scaled)
 BY2542
 BY2542                          SUPERSEDED SURVEY CONTROL
 BY2542
 BY2542.No superseded survey control is available for this station.
 BY2542
 BY2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR749330(NAD 83)
 BY2542_MARKER: DB = BENCH MARK DISK
 BY2542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2542_SP_SET: STAINLESS STEEL ROD
 BY2542_STAMPING: E 1287 1979
 BY2542_PROJECTION: FLUSH
 BY2542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2542_ROD/PIPE-DEPTH: 3.66 meters
 BY2542
 BY2542  HISTORY     - Date     Condition        Report By
 BY2542  HISTORY     - 1979     MONUMENTED       NGS
 BY2542
 BY2542                          STATION DESCRIPTION
 BY2542
 BY2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2542'4.9 MI SW FROM TENAHA.
 BY2542'4.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF U.S.
 BY2542'HIGHWAY 96 IN TENAHA, ALSO 4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 59
 BY2542'FROM THE JUNCTION OF STATE HIGHWAY 87 IN TIMPSON, AT A FENCE CORNER,
 BY2542'84.0 FT. EAST OF THE EXTENDED CENTERLINE OF A GRAVEL ROAD LEADING
 BY2542'NORTH ACROSS THE TEXAS AND NEW ORLEANS RAILROAD, 50.0 FT. SOUTH OF
 BY2542'THE CENTERLINE OF THE HIGHWAY, 114 FT. EAST OF A TELEPHONE JUNCTION
 BY2542'BOX, 12.0 FT. WEST OF THE CENTER OF AN IRON ROD GATE, 11.0 FT. SOUTH
 BY2542'OF AN 18-INCH CONCRETE PIPE CULVERT, 1.0 FT. NORTH OF A FENCE,
 BY2542'3.5 FT. WEST OF THE FENCE CORNER.  DISK IS 3 INCHES BELOW GROUND,
 BY2542'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2542'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 BY2542'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1953 ***********************************************************************
 BK1953  DESIGNATION -  E 1288
 BK1953  PID         -  BK1953
 BK1953  STATE/COUNTY-  TX/JASPER
 BK1953  USGS QUAD   -  CALL JUNCTION (1984)
 BK1953
 BK1953                         *CURRENT SURVEY CONTROL
 BK1953  ___________________________________________________________________
 BK1953* NAD 83(1986)-  30 34 09.     (N)    093 55 27.     (W)     SCALED    
 BK1953* NAVD 88     -        32.933  (meters)     108.05   (feet)  ADJUSTED  
 BK1953  ___________________________________________________________________
 BK1953  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BK1953  DYNAMIC HT  -          32.890 (meters)     107.91  (feet)  COMP
 BK1953  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 BK1953
 BK1953  VERT ORDER  -  FIRST     CLASS II
 BK1953
 BK1953.The horizontal coordinates were scaled from a topographic map and have
 BK1953.an estimated accuracy of +/- 6 seconds.
 BK1953
 BK1953.The orthometric height was determined by differential leveling
 BK1953.and adjusted by the National Geodetic Survey in June 1991..
 BK1953
 BK1953.The geoid height was determined by GEOID03.
 BK1953
 BK1953.The dynamic height is computed by dividing the NAVD 88
 BK1953.geopotential number by the normal gravity value computed on the
 BK1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1953.degrees latitude (g = 980.6199 gals.).
 BK1953
 BK1953.The modeled gravity was interpolated from observed gravity values.
 BK1953
 BK1953;                    North         East    Units  Estimated Accuracy
 BK1953;SPC TX C     - 3,117,750.    1,314,440.      MT  (+/- 180 meters Scaled)
 BK1953
 BK1953                          SUPERSEDED SURVEY CONTROL
 BK1953
 BK1953  NGVD 29 (??/??/??)   32.913  (m)          107.98   (f) ADJUSTED    1 2
 BK1953
 BK1953.Superseded values are not recommended for survey control.
 BK1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1953.See file dsdata.txt to determine how the superseded data were derived.
 BK1953
 BK1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP113822(NAD 83)
 BK1953_MARKER: I = METAL ROD
 BK1953_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1953_SP_SET: STAINLESS STEEL ROD
 BK1953_STAMPING: E 1288 1979
 BK1953_PROJECTION: FLUSH
 BK1953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1953+STABILITY: POSITION/ELEVATION WELL
 BK1953_ROD/PIPE-DEPTH: 7.62 meters
 BK1953
 BK1953  HISTORY     - Date     Condition        Report By
 BK1953  HISTORY     - 1979     MONUMENTED       NGS
 BK1953  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1953
 BK1953                          STATION DESCRIPTION
 BK1953
 BK1953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1953'7.2 MI SW FROM KIRBYVILLE.
 BK1953'7.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BK1953'ROAD 1013 IN KIRBYVILLE, ALSO 8.65 MILES NORTHEAST ALONG U.S. HIGHWAY
 BK1953'96 FROM THE JUNCTION OF STATE HIGHWAY 62 IN BUNA, 62.1 FT. EAST OF THE
 BK1953'CENTERLINE OF THE HIGHWAY, 17.0 FT. NORTHEAST OF THE CENTER OF A
 BK1953'METAL GATE, 5.0 FT. SOUTHWEST OF A CORNER FENCE POST, 1.0 FT. WEST OF
 BK1953'A FENCE LINE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BK1953'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1953'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 BK1953'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1953
 BK1953                          STATION RECOVERY (2004)
 BK1953
 BK1953'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1927 ***********************************************************************
 BK1927  DESIGNATION -  E 1289
 BK1927  PID         -  BK1927
 BK1927  STATE/COUNTY-  TX/JASPER
 BK1927  USGS QUAD   -  JASPER EAST (1984)
 BK1927
 BK1927                         *CURRENT SURVEY CONTROL
 BK1927  ___________________________________________________________________
 BK1927* NAD 83(1986)-  30 56 27.     (N)    093 59 49.     (W)     SCALED    
 BK1927* NAVD 88     -        98.520  (meters)     323.23   (feet)  ADJUSTED  
 BK1927  ___________________________________________________________________
 BK1927  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BK1927  DYNAMIC HT  -          98.392 (meters)     322.81  (feet)  COMP
 BK1927  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 BK1927
 BK1927  VERT ORDER  -  FIRST     CLASS II
 BK1927
 BK1927.The horizontal coordinates were scaled from a topographic map and have
 BK1927.an estimated accuracy of +/- 6 seconds.
 BK1927
 BK1927.The orthometric height was determined by differential leveling
 BK1927.and adjusted by the National Geodetic Survey in June 1991..
 BK1927
 BK1927.The geoid height was determined by GEOID03.
 BK1927
 BK1927.The dynamic height is computed by dividing the NAVD 88
 BK1927.geopotential number by the normal gravity value computed on the
 BK1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1927.degrees latitude (g = 980.6199 gals.).
 BK1927
 BK1927.The modeled gravity was interpolated from observed gravity values.
 BK1927
 BK1927;                    North         East    Units  Estimated Accuracy
 BK1927;SPC TX C     - 3,158,490.    1,305,130.      MT  (+/- 180 meters Scaled)
 BK1927
 BK1927                          SUPERSEDED SURVEY CONTROL
 BK1927
 BK1927  NGVD 29 (??/??/??)   98.516  (m)          323.21   (f) ADJUSTED    1 2
 BK1927
 BK1927.Superseded values are not recommended for survey control.
 BK1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1927.See file dsdata.txt to determine how the superseded data were derived.
 BK1927
 BK1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ047234(NAD 83)
 BK1927_MARKER: I = METAL ROD
 BK1927_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1927_SP_SET: STAINLESS STEEL ROD
 BK1927_STAMPING: E 1289 1979
 BK1927_PROJECTION: FLUSH
 BK1927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1927+STABILITY: POSITION/ELEVATION WELL
 BK1927_ROD/PIPE-DEPTH: 7.62 meters
 BK1927
 BK1927  HISTORY     - Date     Condition        Report By
 BK1927  HISTORY     - 1979     MONUMENTED       NGS
 BK1927
 BK1927                          STATION DESCRIPTION
 BK1927
 BK1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1927'1.9 MI NORTH FROM JASPER.
 BK1927'1.9 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1927'HIGHWAY 190 IN JASPER, AT THE SOUTHEAST CORNER OF THE BALDWIN AUTO
 BK1927'SUPPLY BUILDING, 50.0 FT. SOUTHEAST OF THE CORNER OF THE BUILDING,
 BK1927'45.0 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 6.9 FT. NORTH
 BK1927'OF A POWERLINE POLE WITH STREET LIGHT, 11.3 FT. WEST OF THE WEST
 BK1927'CURB OF THE HIGHWAY.  DISK IS 5 INCHES BELOW GROUND, ACCESS TO
 BK1927'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1927'THE MARK IS 1 FT  E FROM A WITNESS POST.
 BK1927'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2513 ***********************************************************************
 BY2513  DESIGNATION -  E 1289 A
 BY2513  PID         -  BY2513
 BY2513  STATE/COUNTY-  TX/NACOGDOCHES
 BY2513  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY2513
 BY2513                         *CURRENT SURVEY CONTROL
 BY2513  ___________________________________________________________________
 BY2513* NAD 83(1986)-  31 43 56.     (N)    094 43 38.     (W)     SCALED    
 BY2513* NAVD 88     -       122.031  (meters)     400.36   (feet)  ADJUSTED  
 BY2513  ___________________________________________________________________
 BY2513  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BY2513  DYNAMIC HT  -         121.882 (meters)     399.87  (feet)  COMP
 BY2513  MODELED GRAV-     979,414.5   (mgal)                       NAVD 88
 BY2513
 BY2513  VERT ORDER  -  FIRST     CLASS II
 BY2513
 BY2513.The horizontal coordinates were scaled from a topographic map and have
 BY2513.an estimated accuracy of +/- 6 seconds.
 BY2513
 BY2513.The orthometric height was determined by differential leveling
 BY2513.and adjusted by the National Geodetic Survey in June 1991..
 BY2513
 BY2513.The geoid height was determined by GEOID03.
 BY2513
 BY2513.The dynamic height is computed by dividing the NAVD 88
 BY2513.geopotential number by the normal gravity value computed on the
 BY2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2513.degrees latitude (g = 980.6199 gals.).
 BY2513
 BY2513.The modeled gravity was interpolated from observed gravity values.
 BY2513
 BY2513;                    North         East    Units  Estimated Accuracy
 BY2513;SPC TX C     - 3,242,370.    1,231,030.      MT  (+/- 180 meters Scaled)
 BY2513
 BY2513                          SUPERSEDED SURVEY CONTROL
 BY2513
 BY2513.No superseded survey control is available for this station.
 BY2513
 BY2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR363120(NAD 83)
 BY2513_MARKER: DB = BENCH MARK DISK
 BY2513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2513_SP_SET: STAINLESS STEEL ROD
 BY2513_STAMPING: E 1289 A 1979
 BY2513_PROJECTION: FLUSH
 BY2513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2513+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 BY2513_ROD/PIPE-DEPTH: 3.96 meters
 BY2513
 BY2513  HISTORY     - Date     Condition        Report By
 BY2513  HISTORY     - 1979     MONUMENTED       NGS
 BY2513  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2513  HISTORY     - 20020308 GOOD             INDIV
 BY2513
 BY2513                          STATION DESCRIPTION
 BY2513
 BY2513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2513'10.65 MI SE FROM CUSHING.
 BY2513'8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM
 BY2513'ROAD 225 IN CUSHING, THENCE 2.35 MILES SOUTH ALONG A GRAVEL ROAD, AT
 BY2513'THE TOP OF A HILL, AT A FENCED WOODS ROAD LEADING NORTHEAST, 0.05 MILE
 BY2513'NORTH OF THE JUNCTION OF A DIRT ROAD LEADING WEST, 88.0 FT.
 BY2513'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE WOODS ROAD, 18.0 FT.
 BY2513'EAST-NORTHEAST OF THE CENTERLINE OF THE GRAVEL ROAD, 0.7 FT.
 BY2513'WEST-SOUTHWEST OF A FENCE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO
 BY2513'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2513'THE MARK IS 4 FT  NNW FROM A WITNESS POST.
 BY2513'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BY2513
 BY2513                          STATION RECOVERY (1998)
 BY2513
 BY2513'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2513'MARK NOT FOUND.
 BY2513
 BY2513                          STATION RECOVERY (2002)
 BY2513
 BY2513'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GM)
 BY2513'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0084 ***********************************************************************
 AE0084  DESIGNATION -  E 129
 AE0084  PID         -  AE0084
 AE0084  STATE/COUNTY-  TX/JIM HOGG
 AE0084  USGS QUAD   -  SANTA ELENA (1993)
 AE0084
 AE0084                         *CURRENT SURVEY CONTROL
 AE0084  ___________________________________________________________________
 AE0084* NAD 83(1986)-  26 47 39.     (N)    098 28 31.     (W)     SCALED    
 AE0084* NAVD 88     -        91.563  (meters)     300.40   (feet)  ADJUSTED  
 AE0084  ___________________________________________________________________
 AE0084  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AE0084  DYNAMIC HT  -          91.414 (meters)     299.91  (feet)  COMP
 AE0084  MODELED GRAV-     979,019.7   (mgal)                       NAVD 88
 AE0084
 AE0084  VERT ORDER  -  SECOND    CLASS 0
 AE0084
 AE0084.The horizontal coordinates were scaled from a topographic map and have
 AE0084.an estimated accuracy of +/- 6 seconds.
 AE0084
 AE0084.The orthometric height was determined by differential leveling
 AE0084.and adjusted by the National Geodetic Survey in June 1991..
 AE0084.WARNING-Repeat measurements at this control monument indicate possible
 AE0084.vertical movement.
 AE0084
 AE0084.The geoid height was determined by GEOID03.
 AE0084
 AE0084.The dynamic height is computed by dividing the NAVD 88
 AE0084.geopotential number by the normal gravity value computed on the
 AE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0084.degrees latitude (g = 980.6199 gals.).
 AE0084
 AE0084.The modeled gravity was interpolated from observed gravity values.
 AE0084
 AE0084;                    North         East    Units  Estimated Accuracy
 AE0084;SPC TX S     - 5,124,920.      302,460.      MT  (+/- 180 meters Scaled)
 AE0084
 AE0084                          SUPERSEDED SURVEY CONTROL
 AE0084
 AE0084  NGVD 29 (??/??/92)   91.642  (m)          300.66   (f) ADJ UNCH    2 0
 AE0084
 AE0084.Superseded values are not recommended for survey control.
 AE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0084.See file dsdata.txt to determine how the superseded data were derived.
 AE0084
 AE0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ521637(NAD 83)
 AE0084_MARKER: DB = BENCH MARK DISK
 AE0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0084_STAMPING: E 129 1933
 AE0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0084+STABILITY: SURFACE MOTION
 AE0084
 AE0084  HISTORY     - Date     Condition        Report By
 AE0084  HISTORY     - 1933     MONUMENTED       CGS
 AE0084  HISTORY     - 1942     GOOD             NGS
 AE0084
 AE0084                          STATION DESCRIPTION
 AE0084
 AE0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0084'2.5 MI N FROM SANTA ELENA.
 AE0084'TO REACH FROM THE SITE OF POST OFFICE AT SANTA ELENA-- PROCEED 2.5
 AE0084'MILES NORTHERLY ALONG ROAD TOWARDS ALTAVISTA TO THE SITE OF THE BENCH
 AE0084'MARK.  BENCH MARK IS AT THE INTERSECTION OF ROAD LEADING
 AE0084'NORTHWESTERLY, 39.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0084'CENTERLINE OF THE ROAD AT CATTLE GUARD.  IT IS 3.0 FEET SOUTH OF A
 AE0084'4X4-INCH WOODEN MARKER POST.  A STD. DISK SET IN CONCRETE POST
 AE0084'PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2487 ***********************************************************************
 BY2487  DESIGNATION -  E 1290
 BY2487  PID         -  BY2487
 BY2487  STATE/COUNTY-  TX/CHEROKEE
 BY2487  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY2487
 BY2487                         *CURRENT SURVEY CONTROL
 BY2487  ___________________________________________________________________
 BY2487* NAD 83(1986)-  31 55 08.     (N)    095 13 32.     (W)     SCALED    
 BY2487* NAVD 88     -       141.628  (meters)     464.66   (feet)  ADJUSTED  
 BY2487  ___________________________________________________________________
 BY2487  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BY2487  DYNAMIC HT  -         141.457 (meters)     464.10  (feet)  COMP
 BY2487  MODELED GRAV-     979,430.4   (mgal)                       NAVD 88
 BY2487
 BY2487  VERT ORDER  -  FIRST     CLASS II
 BY2487
 BY2487.The horizontal coordinates were scaled from a topographic map and have
 BY2487.an estimated accuracy of +/- 6 seconds.
 BY2487
 BY2487.The orthometric height was determined by differential leveling
 BY2487.and adjusted by the National Geodetic Survey in June 1991..
 BY2487
 BY2487.The geoid height was determined by GEOID03.
 BY2487
 BY2487.The dynamic height is computed by dividing the NAVD 88
 BY2487.geopotential number by the normal gravity value computed on the
 BY2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2487.degrees latitude (g = 980.6199 gals.).
 BY2487
 BY2487.The modeled gravity was interpolated from observed gravity values.
 BY2487
 BY2487;                    North         East    Units  Estimated Accuracy
 BY2487;SPC TX C     - 3,260,770.    1,182,910.      MT  (+/- 180 meters Scaled)
 BY2487
 BY2487                          SUPERSEDED SURVEY CONTROL
 BY2487
 BY2487.No superseded survey control is available for this station.
 BY2487
 BY2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR895336(NAD 83)
 BY2487_MARKER: DB = BENCH MARK DISK
 BY2487_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2487_SP_SET: STAINLESS STEEL ROD
 BY2487_STAMPING: E 1290 1980
 BY2487_PROJECTION: FLUSH
 BY2487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2487+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY2487_ROD/PIPE-DEPTH: 6.10 meters
 BY2487
 BY2487  HISTORY     - Date     Condition        Report By
 BY2487  HISTORY     - 1980     MONUMENTED       NGS
 BY2487  HISTORY     - 19910420 GOOD             USPSQD
 BY2487  HISTORY     - 19960420 GOOD             USPSQD
 BY2487  HISTORY     - 20040605 GOOD             USPSQD
 BY2487  HISTORY     - 20050710 GOOD             USPSQD
 BY2487
 BY2487                          STATION DESCRIPTION
 BY2487
 BY2487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2487'4.55 MI SE FROM JACKSONVILLE.
 BY2487'3.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE IN
 BY2487'JACKSONVILLE, THENCE 0.7 MILE SOUTHEAST ALONG FARM ROAD 22, AT A
 BY2487'PIPELINE CROSSING, 44.0 FT. WEST OF A PIPELINE WARNING SIGN, 32.0 FT.
 BY2487'NORTH OF THE CENTERLINE OF THE ROAD, 17.0 FT. EAST OF A 30-INCH PINE
 BY2487'TREE, 8.0 FT. NORTH OF A POWERLINE POLE, 1.0 FT. SOUTH OF A FENCE.
 BY2487'DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BY2487'PLASTIC SCREW PLUG.
 BY2487'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 BY2487'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BY2487
 BY2487                          STATION RECOVERY (1991)
 BY2487
 BY2487'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 BY2487'RECOVERED IN GOOD CONDITION.
 BY2487
 BY2487                          STATION RECOVERY (1996)
 BY2487
 BY2487'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2487'RECOVERED IN GOOD CONDITION.
 BY2487
 BY2487                          STATION RECOVERY (2004)
 BY2487
 BY2487'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY2487'RECOVERED IN GOOD CONDITION.
 BY2487
 BY2487                          STATION RECOVERY (2005)
 BY2487
 BY2487'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY2487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2475 ***********************************************************************
 BY2475  DESIGNATION -  E 1291
 BY2475  PID         -  BY2475
 BY2475  STATE/COUNTY-  TX/CHEROKEE
 BY2475  USGS QUAD   -  TODD CITY (1982)
 BY2475
 BY2475                         *CURRENT SURVEY CONTROL
 BY2475  ___________________________________________________________________
 BY2475* NAD 83(1986)-  31 54 00.     (N)    095 24 44.     (W)     SCALED    
 BY2475* NAVD 88     -       100.008  (meters)     328.11   (feet)  ADJUSTED  
 BY2475  ___________________________________________________________________
 BY2475  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2475  DYNAMIC HT  -          99.888 (meters)     327.72  (feet)  COMP
 BY2475  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 BY2475  OBS GRAVITY -     979,440.7   (mgal)                       GRAV_OBS
 BY2475
 BY2475  VERT ORDER  -  FIRST     CLASS II
 BY2475
 BY2475.The horizontal coordinates were scaled from a topographic map and have
 BY2475.an estimated accuracy of +/- 6 seconds.
 BY2475
 BY2475.The orthometric height was determined by differential leveling
 BY2475.and adjusted by the National Geodetic Survey in June 1991..
 BY2475
 BY2475.The geoid height was determined by GEOID03.
 BY2475
 BY2475.The dynamic height is computed by dividing the NAVD 88
 BY2475.geopotential number by the normal gravity value computed on the
 BY2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2475.degrees latitude (g = 980.6199 gals.).
 BY2475
 BY2475.The modeled gravity was interpolated from observed gravity values.
 BY2475.The observed gravity was obtained from relative gravimeter ties
 BY2475.to the IGSN71 gravity network.
 BY2475
 BY2475;                    North         East    Units  Estimated Accuracy
 BY2475;SPC TX C     - 3,257,880.    1,165,370.      MT  (+/- 180 meters Scaled)
 BY2475
 BY2475                          SUPERSEDED SURVEY CONTROL
 BY2475
 BY2475.No superseded survey control is available for this station.
 BY2475
 BY2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR718318(NAD 83)
 BY2475_MARKER: I = METAL ROD
 BY2475_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2475_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2475_STAMPING: E 1291 1980
 BY2475_PROJECTION: FLUSH
 BY2475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2475+STABILITY: POSITION/ELEVATION WELL
 BY2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2475+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 BY2475_ROD/PIPE-DEPTH: 7.97 meters
 BY2475_SLEEVE-DEPTH  : .3 meters
 BY2475
 BY2475  HISTORY     - Date     Condition        Report By
 BY2475  HISTORY     - 1980     MONUMENTED       NGS
 BY2475  HISTORY     - 19960420 GOOD             USPSQD
 BY2475  HISTORY     - 20040610 GOOD             USPSQD
 BY2475
 BY2475                          STATION DESCRIPTION
 BY2475
 BY2475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2475'14.8 KM SW FROM JACKSONVILLE.
 BY2475'14.8 KM. (9.2 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BY2475'OF U.S. HIGHWAY 69 IN JACKSONVILLE, ALSO 3.9 KM. (2.45 MI.) NORTHEAST
 BY2475'ALONG FARM ROAD 2574 FROM THE POST OFFICE IN NECHES, THENCE 5.5 KM.
 BY2475'(3.4 MI.) NORTHEAST ALONG U.S. HIGHWAY 79, AT THE JUNCTION OF FARM
 BY2475'ROAD 921, SURROUNDED BY THREE WITNESS POSTS, 75.6 M. (248 FT.)
 BY2475'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.3 M. (47.0 FT.) EAST OF
 BY2475'THE CENTERLINE OF THE ROAD, 10.3 M. (33.8 FT.) SOUTHEAST OF THE
 BY2475'SOUTHERNMOST ONE OF THREE PINE TREES, 4.0 M. (13.0 FT.) NORTHWEST OF A
 BY2475'RIGHT-OF-WAY MARKER, 0.9 M. (3.0 FT.) WEST OF A FENCE.  DATUM POINT IS
 BY2475'8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BY2475'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 BY2475'THE MARK IS 0.5 M BELOW FARM ROAD 921.
 BY2475
 BY2475                          STATION RECOVERY (1996)
 BY2475
 BY2475'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2475'RECOVERED IN GOOD CONDITION.
 BY2475
 BY2475                          STATION RECOVERY (2004)
 BY2475
 BY2475'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY2475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2557 ***********************************************************************
 BY2557  DESIGNATION -  E 1294
 BY2557  PID         -  BY2557
 BY2557  STATE/COUNTY-  TX/LEON
 BY2557  USGS QUAD   -  KEECHI (1964)
 BY2557
 BY2557                         *CURRENT SURVEY CONTROL
 BY2557  ___________________________________________________________________
 BY2557* NAD 83(1986)-  31 30 37.     (N)    095 59 07.     (W)     SCALED    
 BY2557* NAVD 88     -       107.093  (meters)     351.35   (feet)  ADJUSTED  
 BY2557  ___________________________________________________________________
 BY2557  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BY2557  DYNAMIC HT  -         106.961 (meters)     350.92  (feet)  COMP
 BY2557  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 BY2557
 BY2557  VERT ORDER  -  FIRST     CLASS II
 BY2557
 BY2557.The horizontal coordinates were scaled from a topographic map and have
 BY2557.an estimated accuracy of +/- 6 seconds.
 BY2557
 BY2557.The orthometric height was determined by differential leveling
 BY2557.and adjusted by the National Geodetic Survey in June 1991..
 BY2557
 BY2557.The geoid height was determined by GEOID03.
 BY2557
 BY2557.The dynamic height is computed by dividing the NAVD 88
 BY2557.geopotential number by the normal gravity value computed on the
 BY2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2557.degrees latitude (g = 980.6199 gals.).
 BY2557
 BY2557.The modeled gravity was interpolated from observed gravity values.
 BY2557
 BY2557;                    North         East    Units  Estimated Accuracy
 BY2557;SPC TX C     - 3,212,450.    1,112,890.      MT  (+/- 180 meters Scaled)
 BY2557
 BY2557                          SUPERSEDED SURVEY CONTROL
 BY2557
 BY2557.No superseded survey control is available for this station.
 BY2557
 BY2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ164900(NAD 83)
 BY2557_MARKER: DB = BENCH MARK DISK
 BY2557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2557_SP_SET: STAINLESS STEEL ROD
 BY2557_STAMPING: E 1294 1980
 BY2557_PROJECTION: RECESSED 3 CENTIMETERS
 BY2557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2557_ROD/PIPE-DEPTH: 7.6  meters
 BY2557
 BY2557  HISTORY     - Date     Condition        Report By
 BY2557  HISTORY     - 1980     MONUMENTED       NGS
 BY2557  HISTORY     - 1990     GOOD             USPSQD
 BY2557
 BY2557                          STATION DESCRIPTION
 BY2557
 BY2557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2557'9.7 KM NE FROM BUFFALO.
 BY2557'9.7 KM. (6.05 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BY2557'OF U.S. HIGHWAY 75 IN BUFFALO, AT A FIELD ROAD WITH A METAL GATE
 BY2557'LEADING NORTHWEST TO A POND, 71.6 M. (235 FT.) EAST-SOUTHEAST OF THE
 BY2557'EAST END OF THE POND, 21.8 M. (71.5 FT.) EAST-NORTHEAST AND ACROSS
 BY2557'A FENCE FROM A POWERLINE POLE, 15.8 M. (52.0 FT.) NORTH-NORTHWEST OF
 BY2557'THE CENTERLINE OF THE HIGHWAY, 4.6 M. (15.0 FT.) EAST-NORTHEAST OF THE
 BY2557'CENTERLINE OF THE FIELD ROAD, 6.1 M. (20.0 FT.) SOUTH OF AN OVERHEAD
 BY2557'POWERLINE, 0.3 M. (1.0 FT.) SOUTH OF A FENCE.  DISK IS 6 CM. BELOW
 BY2557'GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2557'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BY2557'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BY2557
 BY2557                          STATION RECOVERY (1990)
 BY2557
 BY2557'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1160 ***********************************************************************
 BZ1160  DESIGNATION -  E 1295
 BZ1160  PID         -  BZ1160
 BZ1160  STATE/COUNTY-  TX/LIMESTONE
 BZ1160  USGS QUAD   -  TEHUACANA (1978)
 BZ1160
 BZ1160                         *CURRENT SURVEY CONTROL
 BZ1160  ___________________________________________________________________
 BZ1160* NAD 83(1986)-  31 44 24.     (N)    096 33 38.     (W)     SCALED    
 BZ1160* NAVD 88     -       160.756  (meters)     527.41   (feet)  ADJUSTED  
 BZ1160  ___________________________________________________________________
 BZ1160  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 BZ1160  DYNAMIC HT  -         160.564 (meters)     526.78  (feet)  COMP
 BZ1160  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 BZ1160
 BZ1160  VERT ORDER  -  FIRST     CLASS II
 BZ1160
 BZ1160.The horizontal coordinates were scaled from a topographic map and have
 BZ1160.an estimated accuracy of +/- 6 seconds.
 BZ1160
 BZ1160.The orthometric height was determined by differential leveling
 BZ1160.and adjusted by the National Geodetic Survey in June 1991..
 BZ1160
 BZ1160.The geoid height was determined by GEOID03.
 BZ1160
 BZ1160.The dynamic height is computed by dividing the NAVD 88
 BZ1160.geopotential number by the normal gravity value computed on the
 BZ1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1160.degrees latitude (g = 980.6199 gals.).
 BZ1160
 BZ1160.The modeled gravity was interpolated from observed gravity values.
 BZ1160
 BZ1160;                    North         East    Units  Estimated Accuracy
 BZ1160;SPC TX C     - 3,235,910.    1,057,420.      MT  (+/- 180 meters Scaled)
 BZ1160
 BZ1160                          SUPERSEDED SURVEY CONTROL
 BZ1160
 BZ1160.No superseded survey control is available for this station.
 BZ1160
 BZ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA310142(NAD 83)
 BZ1160_MARKER: I = METAL ROD
 BZ1160_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1160_SP_SET: STAINLESS STEEL ROD
 BZ1160_STAMPING: E 1295 1980
 BZ1160_PROJECTION: FLUSH
 BZ1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1160_ROD/PIPE-DEPTH: 7.0  meters
 BZ1160
 BZ1160  HISTORY     - Date     Condition        Report By
 BZ1160  HISTORY     - 1980     MONUMENTED       NGS
 BZ1160  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1160
 BZ1160                          STATION DESCRIPTION
 BZ1160
 BZ1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1160'9.6 KM NW FROM MEXIA.
 BZ1160'9.6 KM. (5.95 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1160'OF STATE HIGHWAY 14 IN MEXIA, 0.15 KM. (0.1 MI.) NORTHWEST OF THE
 BZ1160'JUNCTION OF STATE HIGHWAY 171 BUSINESS, AT A PAVED FIELD ROAD LEADING
 BZ1160'SOUTHWEST, 21.9 M. (72.0 FT.) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 BZ1160'HIGHWAY, 3.0 M. (10.0 FT.) WEST-NORTHWEST OF THE CENTERLINE OF THE
 BZ1160'FIELD ROAD AND THE CENTER OF A PIPE AND WIRE GATE, 20.7 M. (68.0 FT.)
 BZ1160'EAST-SOUTHEAST OF SAWED OFF TELEPHONE POLE NUMBER 110RPZ AND A
 BZ1160'TELEPHONE JUNCTION BOX, 10.1 M. (33.0 FT.) WEST-NORTHWEST OF A FENCE
 BZ1160'CORNER AT THE NORTH EDGE OF A WOODED AREA, 3.0 M. (1.0 FT.)
 BZ1160'NORTH-NORTHEAST OF A FENCE.  DATUM POINT IS 5 CM. BELOW GROUND,
 BZ1160'ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1160'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BZ1160'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BZ1160
 BZ1160                          STATION RECOVERY (2002)
 BZ1160
 BZ1160'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BZ1160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1885 ***********************************************************************
 BL1885  DESIGNATION -  E 1296
 BL1885  PID         -  BL1885
 BL1885  STATE/COUNTY-  TX/TRINITY
 BL1885  USGS QUAD   -  TRINITY EAST (1972)
 BL1885
 BL1885                         *CURRENT SURVEY CONTROL
 BL1885  ___________________________________________________________________
 BL1885* NAD 83(1986)-  30 55 14.     (N)    095 22 29.     (W)     SCALED    
 BL1885* NAVD 88     -        57.557  (meters)     188.83   (feet)  ADJUSTED  
 BL1885  ___________________________________________________________________
 BL1885  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL1885  DYNAMIC HT  -          57.483 (meters)     188.59  (feet)  COMP
 BL1885  MODELED GRAV-     979,360.4   (mgal)                       NAVD 88
 BL1885
 BL1885  VERT ORDER  -  FIRST     CLASS II
 BL1885
 BL1885.The horizontal coordinates were scaled from a topographic map and have
 BL1885.an estimated accuracy of +/- 6 seconds.
 BL1885
 BL1885.The orthometric height was determined by differential leveling
 BL1885.and adjusted by the National Geodetic Survey in June 1991..
 BL1885
 BL1885.The geoid height was determined by GEOID03.
 BL1885
 BL1885.The dynamic height is computed by dividing the NAVD 88
 BL1885.geopotential number by the normal gravity value computed on the
 BL1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1885.degrees latitude (g = 980.6199 gals.).
 BL1885
 BL1885.The modeled gravity was interpolated from observed gravity values.
 BL1885
 BL1885;                    North         East    Units  Estimated Accuracy
 BL1885;SPC TX C     - 3,149,560.    1,173,750.      MT  (+/- 180 meters Scaled)
 BL1885
 BL1885                          SUPERSEDED SURVEY CONTROL
 BL1885
 BL1885.No superseded survey control is available for this station.
 BL1885
 BL1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ730232(NAD 83)
 BL1885_MARKER: DB = BENCH MARK DISK
 BL1885_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1885_SP_SET: STAINLESS STEEL ROD
 BL1885_STAMPING: E 1296 1980
 BL1885_PROJECTION: FLUSH
 BL1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1885_ROD/PIPE-DEPTH: 6.1  meters
 BL1885
 BL1885  HISTORY     - Date     Condition        Report By
 BL1885  HISTORY     - 1980     MONUMENTED       NGS
 BL1885  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1885
 BL1885                          STATION DESCRIPTION
 BL1885
 BL1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BL1885'3.0 KM SOUTH FROM TRINITY.
 BL1885'3.0 KM. (1.85 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BL1885'STATE HIGHWAY 94 IN TRINITY, AT A STATEWIDE INCOME TAX BUILDING SITE,
 BL1885'16.5 M. (54.0 FT.) NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING,
 BL1885'22.3 M. (73.2 FT.) WEST OF THE CENTERLINE OF THE HIGHWAY, 36.9 M.
 BL1885'(121 FT.) SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT HEADWALL,
 BL1885'4.0 M. (13.1 FT.) NORTHWEST OF A TELEPHONE POLE, 3.0 M. (10.0 FT.)
 BL1885'SOUTH-SOUTHEAST OF THE SOUTH FACE OF A 6-M. BY 6-M. BILLBOARD, 1.4 M.
 BL1885'(4.6 FT.) NORTH OF A POWERLINE POLE WITH A STREETLIGHT AND A
 BL1885'TRANSFORMER.  DISK IS 12 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BL1885'THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BL1885'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BL1885'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BL1885
 BL1885                          STATION RECOVERY (1996)
 BL1885
 BL1885'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2457 ***********************************************************************
 BY2457  DESIGNATION -  E 1297
 BY2457  PID         -  BY2457
 BY2457  STATE/COUNTY-  TX/ANDERSON
 BY2457  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2457
 BY2457                         *CURRENT SURVEY CONTROL
 BY2457  ___________________________________________________________________
 BY2457* NAD 83(1986)-  31 37 41.     (N)    095 37 59.     (W)     SCALED    
 BY2457* NAVD 88     -        81.406  (meters)     267.08   (feet)  ADJUSTED  
 BY2457  ___________________________________________________________________
 BY2457  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY2457  DYNAMIC HT  -          81.306 (meters)     266.75  (feet)  COMP
 BY2457  MODELED GRAV-     979,412.6   (mgal)                       NAVD 88
 BY2457
 BY2457  VERT ORDER  -  FIRST     CLASS II
 BY2457
 BY2457.The horizontal coordinates were scaled from a topographic map and have
 BY2457.an estimated accuracy of +/- 6 seconds.
 BY2457
 BY2457.The orthometric height was determined by differential leveling
 BY2457.and adjusted by the National Geodetic Survey in June 1991..
 BY2457
 BY2457.The geoid height was determined by GEOID03.
 BY2457
 BY2457.The dynamic height is computed by dividing the NAVD 88
 BY2457.geopotential number by the normal gravity value computed on the
 BY2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2457.degrees latitude (g = 980.6199 gals.).
 BY2457
 BY2457.The modeled gravity was interpolated from observed gravity values.
 BY2457
 BY2457;                    North         East    Units  Estimated Accuracy
 BY2457;SPC TX C     - 3,226,850.    1,145,770.      MT  (+/- 180 meters Scaled)
 BY2457
 BY2457                          SUPERSEDED SURVEY CONTROL
 BY2457
 BY2457.No superseded survey control is available for this station.
 BY2457
 BY2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR502022(NAD 83)
 BY2457_MARKER: DB = BENCH MARK DISK
 BY2457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2457_SP_SET: STAINLESS STEEL ROD
 BY2457_STAMPING: E 1297 1980
 BY2457_PROJECTION: FLUSH
 BY2457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2457_ROD/PIPE-DEPTH: 9.1  meters
 BY2457
 BY2457  HISTORY     - Date     Condition        Report By
 BY2457  HISTORY     - 1980     MONUMENTED       NGS
 BY2457  HISTORY     - 1990     GOOD             USPSQD
 BY2457
 BY2457                          STATION DESCRIPTION
 BY2457
 BY2457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2457'5.3 KM WEST FROM ELKHART.
 BY2457'5.3 KM. (3.3 MI.) WEST ALONG STATE HIGHWAY 294 FROM THE MISSOURI
 BY2457'PACIFIC RAILROAD CROSSING IN ELKHART, AT A CHAIN LINK FENCE CORNER, AT
 BY2457'A PRIVATE RESIDENCE, 19.8 M. (65.0 FT.) SOUTHWEST OF A 90-CM. BOX
 BY2457'CULVERT, 15.1 M. (49.5 FT.) SOUTHWEST OF THE CENTERLINE OF THE
 BY2457'HIGHWAY, 9.6 M. (31.5 FT.) SOUTHEAST OF THE CENTERLINE OF A PRIVATE
 BY2457'DRIVE, 7.3 M. (24.0 FT.) SOUTHEAST OF A 50-CM. PIPE CULVERT, 0.3 M.
 BY2457'(1.0 FT.) NORTHEAST OF A CHAIN LINK FENCE CORNER, 0.3 M. (1.0 FT.)
 BY2457'NORTH OF A BARBWIRE FENCE.  DISK IS 12 CM. BELOW GROUND, ACCESS TO
 BY2457'WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2457'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BY2457
 BY2457                          STATION RECOVERY (1990)
 BY2457
 BY2457'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0608 ***********************************************************************
 AB0608  DESIGNATION -  E 13
 AB0608  PID         -  AB0608
 AB0608  STATE/COUNTY-  TX/CAMERON
 AB0608  USGS QUAD   -  RIO HONDO (1980)
 AB0608
 AB0608                         *CURRENT SURVEY CONTROL
 AB0608  ___________________________________________________________________
 AB0608* NAD 83(1986)-  26 09 04.     (N)    097 36 51.     (W)     SCALED    
 AB0608* NAVD 88     -        10.452  (meters)      34.29   (feet)  ADJUSTED  
 AB0608  ___________________________________________________________________
 AB0608  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 AB0608  DYNAMIC HT  -          10.436 (meters)      34.24  (feet)  COMP
 AB0608  MODELED GRAV-     979,036.7   (mgal)                       NAVD 88
 AB0608
 AB0608  VERT ORDER  -  SECOND    CLASS 0
 AB0608
 AB0608.The horizontal coordinates were scaled from a topographic map and have
 AB0608.an estimated accuracy of +/- 6 seconds.
 AB0608
 AB0608.The orthometric height was determined by differential leveling
 AB0608.and adjusted by the National Geodetic Survey in June 1991..
 AB0608
 AB0608.The geoid height was determined by GEOID03.
 AB0608
 AB0608.The dynamic height is computed by dividing the NAVD 88
 AB0608.geopotential number by the normal gravity value computed on the
 AB0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0608.degrees latitude (g = 980.6199 gals.).
 AB0608
 AB0608.The modeled gravity was interpolated from observed gravity values.
 AB0608
 AB0608;                    North         East    Units  Estimated Accuracy
 AB0608;SPC TX S     - 5,053,990.      388,570.      MT  (+/- 180 meters Scaled)
 AB0608
 AB0608                          SUPERSEDED SURVEY CONTROL
 AB0608
 AB0608  NGVD 29 (??/??/92)   10.557  (m)           34.64   (f) ADJ UNCH    2 0
 AB0608
 AB0608.Superseded values are not recommended for survey control.
 AB0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0608.See file dsdata.txt to determine how the superseded data were derived.
 AB0608
 AB0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP385931(NAD 83)
 AB0608_MARKER: DD = SURVEY DISK
 AB0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0608_SP_SET: CULVERT
 AB0608_STAMPING: E 13 34.48
 AB0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0608
 AB0608  HISTORY     - Date     Condition        Report By
 AB0608  HISTORY     - UNK      MONUMENTED
 AB0608  HISTORY     - 1942     GOOD             NGS
 AB0608  HISTORY     - 1988     GOOD             USPSQD
 AB0608  HISTORY     - 1988     GOOD             USPSQD
 AB0608
 AB0608                          STATION DESCRIPTION
 AB0608
 AB0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0608'1.5 MI NE FROM SAN BENITO.
 AB0608'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0608'SAN BENITO, CAMERON COUNTY, 40 FEET NORTHWEST OF AND 1 FOOT HIGHER
 AB0608'THAN THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT, AND IN THE
 AB0608'CENTER OF THE TOP OF THE NORTHWEST HEADWALL.  A CAMERON COUNTY
 AB0608'STANDARD DISK, STAMPED E 13 34.48.
 AB0608
 AB0608                          STATION RECOVERY (1988)
 AB0608
 AB0608'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0608'RECOVERED IN GOOD CONDITION.
 AB0608
 AB0608                          STATION RECOVERY (1988)
 AB0608
 AB0608'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2278 ***********************************************************************
 CS2278  DESIGNATION -  E 130
 CS2278  PID         -  CS2278
 CS2278  STATE/COUNTY-  TX/PARKER
 CS2278  USGS QUAD   -  ANNETA (1979)
 CS2278
 CS2278                         *CURRENT SURVEY CONTROL
 CS2278  ___________________________________________________________________
 CS2278* NAD 83(1986)-  32 43 14.     (N)    097 40 54.     (W)     SCALED    
 CS2278* NAVD 88     -       261.411  (meters)     857.65   (feet)  ADJUSTED  
 CS2278  ___________________________________________________________________
 CS2278  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CS2278  DYNAMIC HT  -         261.095 (meters)     856.61  (feet)  COMP
 CS2278  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 CS2278
 CS2278  VERT ORDER  -  FIRST     CLASS II
 CS2278
 CS2278.The horizontal coordinates were scaled from a topographic map and have
 CS2278.an estimated accuracy of +/- 6 seconds.
 CS2278
 CS2278.The orthometric height was determined by differential leveling
 CS2278.and adjusted by the National Geodetic Survey in June 1991..
 CS2278
 CS2278.The geoid height was determined by GEOID03.
 CS2278
 CS2278.The dynamic height is computed by dividing the NAVD 88
 CS2278.geopotential number by the normal gravity value computed on the
 CS2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2278.degrees latitude (g = 980.6199 gals.).
 CS2278
 CS2278.The modeled gravity was interpolated from observed gravity values.
 CS2278
 CS2278;                    North         East    Units  Estimated Accuracy
 CS2278;SPC TXNC     - 2,117,160.      676,710.      MT  (+/- 180 meters Scaled)
 CS2278
 CS2278                          SUPERSEDED SURVEY CONTROL
 CS2278
 CS2278  NGVD 29 (??/??/92)  261.346  (m)          857.43   (f) ADJ UNCH    1 2
 CS2278
 CS2278.Superseded values are not recommended for survey control.
 CS2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2278.See file dsdata.txt to determine how the superseded data were derived.
 CS2278
 CS2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB235210(NAD 83)
 CS2278_MARKER: DB = BENCH MARK DISK
 CS2278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2278_SP_SET: ABUTMENT
 CS2278_STAMPING: E 130 1951
 CS2278_MARK LOGO: CGS   
 CS2278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2278+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CS2278
 CS2278  HISTORY     - Date     Condition        Report By
 CS2278  HISTORY     - 1951     MONUMENTED       CGS
 CS2278  HISTORY     - 1964     GOOD             NGS
 CS2278  HISTORY     - 1983     GOOD             NGS
 CS2278  HISTORY     - 19970524 GOOD             USPSQD
 CS2278  HISTORY     - 20051029 GOOD             USPSQD
 CS2278
 CS2278                          STATION DESCRIPTION
 CS2278
 CS2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2278'0.4 MI W FROM ANNETA.
 CS2278'0.4 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS2278'ANNETA, AT BRIDGE 269.3 OVER BURGESS CREEK, 8 FEET NORTH OF THE NORTH
 CS2278'RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH
 CS2278'END OF THE EAST BRIDGE SEAT OF THE BRIDGE.
 CS2278
 CS2278                          STATION RECOVERY (1983)
 CS2278
 CS2278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2278'RECOVERED IN GOOD CONDITION.
 CS2278
 CS2278                          STATION RECOVERY (1997)
 CS2278
 CS2278'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2278'RECOVERED IN GOOD CONDITION.
 CS2278
 CS2278                          STATION RECOVERY (2005)
 CS2278
 CS2278'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS2278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2359 ***********************************************************************
 CS2359  DESIGNATION -  E 1300
 CS2359  PID         -  CS2359
 CS2359  STATE/COUNTY-  TX/HILL
 CS2359  USGS QUAD   -  HILLSBORO WEST (1976)
 CS2359
 CS2359                         *CURRENT SURVEY CONTROL
 CS2359  ___________________________________________________________________
 CS2359* NAD 83(1986)-  32 00 41.     (N)    097 07 32.     (W)     SCALED    
 CS2359* NAVD 88     -       193.453  (meters)     634.69   (feet)  ADJUSTED  
 CS2359  ___________________________________________________________________
 CS2359  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CS2359  DYNAMIC HT  -         193.216 (meters)     633.91  (feet)  COMP
 CS2359  MODELED GRAV-     979,407.1   (mgal)                       NAVD 88
 CS2359
 CS2359  VERT ORDER  -  FIRST     CLASS II
 CS2359
 CS2359.The horizontal coordinates were scaled from a topographic map and have
 CS2359.an estimated accuracy of +/- 6 seconds.
 CS2359
 CS2359.The orthometric height was determined by differential leveling
 CS2359.and adjusted by the National Geodetic Survey in June 1991..
 CS2359
 CS2359.The geoid height was determined by GEOID03.
 CS2359
 CS2359.The dynamic height is computed by dividing the NAVD 88
 CS2359.geopotential number by the normal gravity value computed on the
 CS2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2359.degrees latitude (g = 980.6199 gals.).
 CS2359
 CS2359.The modeled gravity was interpolated from observed gravity values.
 CS2359
 CS2359;                    North         East    Units  Estimated Accuracy
 CS2359;SPC TXNC     - 2,039,080.      729,860.      MT  (+/- 180 meters Scaled)
 CS2359
 CS2359                          SUPERSEDED SURVEY CONTROL
 CS2359
 CS2359.No superseded survey control is available for this station.
 CS2359
 CS2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA770432(NAD 83)
 CS2359_MARKER: I = METAL ROD
 CS2359_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS2359_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS2359_STAMPING: E 1300 1980
 CS2359_MARK LOGO: NGS   
 CS2359_PROJECTION: FLUSH
 CS2359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2359+STABILITY: POSITION/ELEVATION WELL
 CS2359_ROD/PIPE-DEPTH: 10.7 meters
 CS2359_SLEEVE-DEPTH  : 8.5 meters
 CS2359
 CS2359  HISTORY     - Date     Condition        Report By
 CS2359  HISTORY     - 1980     MONUMENTED       NGS
 CS2359  HISTORY     - 1983     GOOD             NGS
 CS2359  HISTORY     - 19950408 GOOD             USPSQD
 CS2359  HISTORY     - 19950715 GOOD             USPSQD
 CS2359  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 CS2359
 CS2359                          STATION DESCRIPTION
 CS2359
 CS2359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CS2359'IN HILLSBORO.
 CS2359'IN HILLSBORO, IN THE NORTH LAWN OF THE FIRST BAPTIST CHURCH ON ON EAST
 CS2359'FRANKLIN STREET, 38.7 M. (127 FT.) SOUTH OF THE CENTER OF THE STREET,
 CS2359'33.8 M. (111 FT.) NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH,
 CS2359'23.7 M. (77.9 FT.) NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH,
 CS2359'9.8 M. (32.1 FT.) NORTH OF CENTER OF THE DOORS AT THE MAIN ENTRANCE OF
 CS2359'THE CHURCH, 8.9 M. (29.2 FT.) SOUTH OF A FORKED BLACK WALNUT TREE.
 CS2359'DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 CS2359'13-CM. LOGO CAP.
 CS2359'THE MARK IS 0.6 M ABOVE EAST FRANKLIN STREET.
 CS2359
 CS2359                          STATION RECOVERY (1983)
 CS2359
 CS2359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2359'RECOVERED IN GOOD CONDITION.
 CS2359
 CS2359                          STATION RECOVERY (1995)
 CS2359
 CS2359'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2359'RECOVERED IN GOOD CONDITION.
 CS2359
 CS2359                          STATION RECOVERY (1995)
 CS2359
 CS2359'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2359'RECOVERED IN GOOD CONDITION.
 CS2359
 CS2359                          STATION RECOVERY (2003)
 CS2359
 CS2359'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS2359'NEW PARKING LOT IS OVER THE AREA DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1054 ***********************************************************************
 BZ1054  DESIGNATION -  E 1301
 BZ1054  PID         -  BZ1054
 BZ1054  STATE/COUNTY-  TX/HILL
 BZ1054  USGS QUAD   -  ABBOTT (1979)
 BZ1054
 BZ1054                         *CURRENT SURVEY CONTROL
 BZ1054  ___________________________________________________________________
 BZ1054* NAD 83(1986)-  31 57 26.     (N)    097 06 56.     (W)     SCALED    
 BZ1054* NAVD 88     -       190.239  (meters)     624.14   (feet)  ADJUSTED  
 BZ1054  ___________________________________________________________________
 BZ1054  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ1054  DYNAMIC HT  -         190.005 (meters)     623.37  (feet)  COMP
 BZ1054  MODELED GRAV-     979,401.3   (mgal)                       NAVD 88
 BZ1054
 BZ1054  VERT ORDER  -  FIRST     CLASS II
 BZ1054
 BZ1054.The horizontal coordinates were scaled from a topographic map and have
 BZ1054.an estimated accuracy of +/- 6 seconds.
 BZ1054
 BZ1054.The orthometric height was determined by differential leveling
 BZ1054.and adjusted by the National Geodetic Survey in June 1991..
 BZ1054
 BZ1054.The geoid height was determined by GEOID03.
 BZ1054
 BZ1054.The dynamic height is computed by dividing the NAVD 88
 BZ1054.geopotential number by the normal gravity value computed on the
 BZ1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1054.degrees latitude (g = 980.6199 gals.).
 BZ1054
 BZ1054.The modeled gravity was interpolated from observed gravity values.
 BZ1054
 BZ1054;                    North         East    Units  Estimated Accuracy
 BZ1054;SPC TXNC     - 2,033,080.      730,880.      MT  (+/- 180 meters Scaled)
 BZ1054
 BZ1054                          SUPERSEDED SURVEY CONTROL
 BZ1054
 BZ1054.No superseded survey control is available for this station.
 BZ1054
 BZ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA780372(NAD 83)
 BZ1054_MARKER: DB = BENCH MARK DISK
 BZ1054_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1054_SP_SET: OVERPASS PIER
 BZ1054_STAMPING: E 1301 1980
 BZ1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1054
 BZ1054  HISTORY     - Date     Condition        Report By
 BZ1054  HISTORY     - 1980     MONUMENTED       NGS
 BZ1054  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 BZ1054  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1054  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1054
 BZ1054                          STATION DESCRIPTION
 BZ1054
 BZ1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1054'6.5 KM SOUTH FROM HILLSBORO.
 BZ1054'2.2 KM. (1.4 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ1054'COURTHOUSE IN HILLSBORO TO THE JUNCTION OF A FRONTAGE ROAD WHICH
 BZ1054'PARALLELS INTERSTATE 35 ON THE WEST SIDE, THENCE 4.3 KM. (2.7 MI.)
 BZ1054'SOUTH ALONG THE FRONTAGE ROAD, AT THE JUNCTION OF FARM ROAD 310 AT AN
 BZ1054'I 35 BRIDGE OVERPASS, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 BZ1054'SOUTHWESTERNMOST CONCRETE PIER OF THE SOUTHBOUND LANE OF THE HIGHWAY
 BZ1054'BRIDGE, 32.6 M. (107 FT.) EAST-NORTHEAST OF THE CENTERLINE OF THE
 BZ1054'FRONTAGE ROAD, 7.1 M. (23.4 FT.) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 BZ1054'THE FARM ROAD.  NOTE-THIS PIER IS SET IN HARD SHALE AT A DEPTH OF
 BZ1054'10.3 M. (34.0 FT.) WITH OVER 95 TONS OF PRESSURE.
 BZ1054'THE MARK IS 1.2 M ABOVE THE GROUND.
 BZ1054
 BZ1054                          STATION RECOVERY (1995)
 BZ1054
 BZ1054'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1054'MARK NOT FOUND.
 BZ1054
 BZ1054                          STATION RECOVERY (1995)
 BZ1054
 BZ1054'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1054'MARK NOT FOUND.
 BZ1054
 BZ1054                          STATION RECOVERY (2003)
 BZ1054
 BZ1054'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1079 ***********************************************************************
 BZ1079  SACS        -  This is a Secondary Airport Control Station.
 BZ1079  DESIGNATION -  E 1302
 BZ1079  PID         -  BZ1079
 BZ1079  STATE/COUNTY-  TX/MCLENNAN
 BZ1079  USGS QUAD   -  ELM MOTT (1975)
 BZ1079
 BZ1079                         *CURRENT SURVEY CONTROL
 BZ1079  ___________________________________________________________________
 BZ1079* NAD 83(1993)-  31 38 41.85259(N)    097 05 07.22613(W)     ADJUSTED  
 BZ1079* NAVD 88     -       146.539  (meters)     480.77   (feet)  ADJUSTED  
 BZ1079  ___________________________________________________________________
 BZ1079  X           -    -670,384.053 (meters)                     COMP
 BZ1079  Y           -  -5,393,414.985 (meters)                     COMP
 BZ1079  Z           -   3,327,043.658 (meters)                     COMP
 BZ1079  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 BZ1079  ELLIP HEIGHT-         119.74  (meters)          (02/27/01) GPS OBS
 BZ1079  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BZ1079  DYNAMIC HT  -         146.357 (meters)     480.17  (feet)  COMP
 BZ1079  MODELED GRAV-     979,393.5   (mgal)                       NAVD 88
 BZ1079
 BZ1079  HORZ ORDER  -  FIRST
 BZ1079  VERT ORDER  -  FIRST     CLASS II
 BZ1079  ELLP ORDER  -  FOURTH    CLASS II
 BZ1079
 BZ1079.This mark is at Tstc Waco (CNW) Airport (CNW)
 BZ1079
 BZ1079.The horizontal coordinates were established by GPS observations
 BZ1079.and adjusted by the National Geodetic Survey in August 1996..
 BZ1079
 BZ1079.The orthometric height was determined by differential leveling
 BZ1079.and adjusted by the National Geodetic Survey in June 1991..
 BZ1079
 BZ1079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ1079
 BZ1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1079
 BZ1079.The ellipsoidal height was determined by GPS observations
 BZ1079.and is referenced to NAD 83.
 BZ1079
 BZ1079.The geoid height was determined by GEOID03.
 BZ1079
 BZ1079.The dynamic height is computed by dividing the NAVD 88
 BZ1079.geopotential number by the normal gravity value computed on the
 BZ1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1079.degrees latitude (g = 980.6199 gals.).
 BZ1079
 BZ1079.The modeled gravity was interpolated from observed gravity values.
 BZ1079
 BZ1079;                    North         East     Units Scale Factor Converg.
 BZ1079;SPC TX C     - 3,223,806.683 1,008,028.975   MT  0.99994466   +1 40 22.5
 BZ1079;SPC TX C     -10,576,772.43  3,307,175.06   sFT  0.99994466   +1 40 22.5
 BZ1079;UTM  14      - 3,502,675.130   681,558.528   MT  1.00000657   +1 00 17.3
 BZ1079
 BZ1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1079!SPC TX C     -   0.99998120  x   0.99994466  =   0.99992586
 BZ1079!UTM  14      -   0.99998120  x   1.00000657  =   0.99998777
 BZ1079
 BZ1079                          SUPERSEDED SURVEY CONTROL
 BZ1079
 BZ1079  ELLIP H (08/21/96)  119.82   (m)                       GP(       ) 4 2
 BZ1079
 BZ1079.Superseded values are not recommended for survey control.
 BZ1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1079.See file dsdata.txt to determine how the superseded data were derived.
 BZ1079
 BZ1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA8155902675(NAD 83)
 BZ1079_MARKER: I = METAL ROD
 BZ1079_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1079_SP_SET: STAINLESS STEEL ROD
 BZ1079_STAMPING: E 1302 1980
 BZ1079_MARK LOGO: NGS   
 BZ1079_PROJECTION: FLUSH
 BZ1079_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1079+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 BZ1079_ROD/PIPE-DEPTH: 9.1  meters
 BZ1079
 BZ1079  HISTORY     - Date     Condition        Report By
 BZ1079  HISTORY     - 1980     MONUMENTED       NGS
 BZ1079  HISTORY     - 19910527 GOOD             USPSQD
 BZ1079  HISTORY     - 19950213 GOOD             NGS
 BZ1079  HISTORY     - 19950715 GOOD             USPSQD
 BZ1079  HISTORY     - 20010317 GOOD             USPSQD
 BZ1079  HISTORY     - 20031011 GOOD             USPSQD
 BZ1079  HISTORY     - 20051105 GOOD             HALFF
 BZ1079
 BZ1079                          STATION DESCRIPTION
 BZ1079
 BZ1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1079'IN LACY LAKEVIEW.
 BZ1079'IN LACY LAKEVIEW, AT THE NORTHEASTERNMOST ENTRANCE GATE OF THE TEXAS
 BZ1079'STATE TECHNICAL INSTITUTE CAMPUS (JAMES CONNALLY CAMPUS AIRPORT),
 BZ1079'16.0 M. (52.4 FT.) NORTHEAST OF THE CENTERLINE OF AIRLINE DRIVE AND A
 BZ1079'METAL ENTRANCE GATE, 0.3 M. (1.0 FT.) SOUTHEAST OF A FENCE, 6.7 M.
 BZ1079'(21.9 FT.) NORTH-NORTHEAST OF A POWERLINE POLE WITH A STREET LIGHT,
 BZ1079'3.5 M. (11.6 FT.) NORTHWEST OF THE CENTER OF AN ASPHALT ROAD WHICH
 BZ1079'PARALLELS FARM ROAD 2417, 8.6 M. (28.3 FT.) NORTHEAST OF A METAL FENCE
 BZ1079'CORNER GATE POST WITH A STOP SIGN.  DATUM POINT IS 8 CM. BELOW GROUND,
 BZ1079'ACCESS TO WHICH IS HAD THROUGH A 13-CM. METAL LOGO CAP.
 BZ1079'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BZ1079'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BZ1079
 BZ1079                          STATION RECOVERY (1991)
 BZ1079
 BZ1079'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1079'RECOVERED IN GOOD CONDITION.
 BZ1079
 BZ1079                          STATION RECOVERY (1995)
 BZ1079
 BZ1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BZ1079'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF WACO AT THE TSTC-WACO
 BZ1079'AIRPORT, IN THE EAST QUADRANT OF THE INTERSECTION OF FARM ROAD 2417
 BZ1079'AND THE AIRLINE DRIVE, AND AT THE WEST CORNER OF THE AIRFIELD.
 BZ1079'OWNERSHIP--TEXAS STATE TECHNICAL COLLEGE, 3801 CAMPUS DRIVE, WACO, TX
 BZ1079'76705.  AIRPORT MANAGER IS PATRICK L.  MCGEE.  PHONE 817-867-4807. TO
 BZ1079'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND FARM ROAD 2417
 BZ1079'(CREST DRIVE) (EXIT 342A) ON THE NORTH SIDE OF WACO, GO EAST ON FARM
 BZ1079'ROAD 2417 FOR 1.21 KM (0.75 MI) TO AIRLINE DRIVE ON THE RIGHT AND THE
 BZ1079'STATION ON THE RIGHT.  STATION IS A PUNCH HOLE TOP CENTER OF A
 BZ1079'STAINLESS STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 BZ1079'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 16.4 M (53.8
 BZ1079'FT) NORTHEAST OF THE CENTER OF AIRLINE DRIVE, 13.1 M (43.0 FT)
 BZ1079'SOUTHWEST OF, AND LEVEL WITH THE CENTER OF MAZANEL ROAD, 2.7 M (8.9
 BZ1079'FT) NORTHWEST OF THE CENTER OF A GRAVEL DRIVE, 6.3 M (20.7 FT)
 BZ1079'NORTH-NORTHEAST OF A POWER POLE WITH A LIGHT, 3.6 M (11.8 FT)
 BZ1079'NORTHEAST OF A POWER POLE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND
 BZ1079'0.3 M (1.0 FT) SOUTHEAST OF A FENCE.  NOTE--THIS STATION WAS SELECTED
 BZ1079'AS A SACS.  DESCRIBED BY D.G.  AUG.
 BZ1079
 BZ1079                          STATION RECOVERY (1995)
 BZ1079
 BZ1079'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1079'RECOVERED IN GOOD CONDITION.
 BZ1079
 BZ1079                          STATION RECOVERY (2001)
 BZ1079
 BZ1079'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1079'RECOVERED IN GOOD CONDITION.
 BZ1079
 BZ1079                          STATION RECOVERY (2003)
 BZ1079
 BZ1079'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 BZ1079'RECOVERED IN GOOD CONDITION.
 BZ1079
 BZ1079                          STATION RECOVERY (2005)
 BZ1079
 BZ1079'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2005 (GSK)
 BZ1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1186 ***********************************************************************
 BZ1186  DESIGNATION -  E 1303
 BZ1186  PID         -  BZ1186
 BZ1186  STATE/COUNTY-  TX/BELL
 BZ1186  USGS QUAD   -  TEMPLE (1993)
 BZ1186
 BZ1186                         *CURRENT SURVEY CONTROL
 BZ1186  ___________________________________________________________________
 BZ1186* NAD 83(1986)-  31 02 28.     (N)    097 19 59.     (W)     SCALED    
 BZ1186* NAVD 88     -       173.899  (meters)     570.53   (feet)  ADJUSTED  
 BZ1186  ___________________________________________________________________
 BZ1186  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BZ1186  DYNAMIC HT  -         173.670 (meters)     569.78  (feet)  COMP
 BZ1186  MODELED GRAV-     979,321.1   (mgal)                       NAVD 88
 BZ1186
 BZ1186  VERT ORDER  -  FIRST     CLASS II
 BZ1186
 BZ1186.The horizontal coordinates were scaled from a topographic map and have
 BZ1186.an estimated accuracy of +/- 6 seconds.
 BZ1186
 BZ1186.The orthometric height was determined by differential leveling
 BZ1186.and adjusted by the National Geodetic Survey in June 1991..
 BZ1186
 BZ1186.The geoid height was determined by GEOID03.
 BZ1186
 BZ1186.The dynamic height is computed by dividing the NAVD 88
 BZ1186.geopotential number by the normal gravity value computed on the
 BZ1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1186.degrees latitude (g = 980.6199 gals.).
 BZ1186
 BZ1186.The modeled gravity was interpolated from observed gravity values.
 BZ1186
 BZ1186;                    North         East    Units  Estimated Accuracy
 BZ1186;SPC TX C     - 3,156,230.      986,350.      MT  (+/- 180 meters Scaled)
 BZ1186
 BZ1186                          SUPERSEDED SURVEY CONTROL
 BZ1186
 BZ1186.No superseded survey control is available for this station.
 BZ1186
 BZ1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV590353(NAD 83)
 BZ1186_MARKER: I = METAL ROD
 BZ1186_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1186_SP_SET: STAINLESS STEEL ROD
 BZ1186_STAMPING: E 1303 1980
 BZ1186_MARK LOGO: NGS   
 BZ1186_PROJECTION: RECESSED 2 CENTIMETERS
 BZ1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1186+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1186_ROD/PIPE-DEPTH: 5.2  meters
 BZ1186
 BZ1186  HISTORY     - Date     Condition        Report By
 BZ1186  HISTORY     - 1980     MONUMENTED       NGS
 BZ1186  HISTORY     - 20010317 GOOD             USPSQD
 BZ1186  HISTORY     - 20031011 GOOD             USPSQD
 BZ1186  HISTORY     - 20050726 GOOD             USPSQD
 BZ1186
 BZ1186                          STATION DESCRIPTION
 BZ1186
 BZ1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1186'7.3 KM (4.55 MI) SOUTH FROM TEMPLE.
 BZ1186'3.3 KM (2.05 MI) SOUTH ALONG STATE HIGHWAY SPUR 290 FROM THE JUNCTION
 BZ1186'OF STATE HIGHWAY 53 IN TEMPLE, THENCE 2.3 KM (1.45 MI) SOUTHEAST ALONG
 BZ1186'U.S. HIGHWAY 190 EAST, THENCE 1.7 KM (1.05 MI) SOUTH ALONG STATE
 BZ1186'HIGHWAY 95, AT A FIELD ENTRANCE LEADING WEST, DIRECTLY UNDER HIGH
 BZ1186'TENSION POWER TRANSMISSION LINES, 18.0 METERS (59.0 FT) WEST OF THE
 BZ1186'CENTERLINE OF THE HIGHWAY, 21.3 METERS (70.0 FT) NORTH OF A TELEPHONE
 BZ1186'POLE AND JUNCTION BOX, 4.0 METERS (13.5 FT) SOUTH OF THE CENTER OF THE
 BZ1186'FIELD ENTRANCE AND THE CENTER OF A METAL GATE, 0.3 METER (1.0 FT) EAST
 BZ1186'OF A FENCE, 1.0 METER (3.5 FT) SOUTH OF THE SOUTH GATE POST OF THE
 BZ1186'METAL GATE.
 BZ1186'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 BZ1186'THE MARK IS 1 M BELOW THE HIGHWAY.
 BZ1186
 BZ1186                          STATION RECOVERY (2001)
 BZ1186
 BZ1186'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ1186'RECOVERED IN GOOD CONDITION.
 BZ1186
 BZ1186                          STATION RECOVERY (2003)
 BZ1186
 BZ1186'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1186'RECOVERED IN GOOD CONDITION.
 BZ1186
 BZ1186                          STATION RECOVERY (2005)
 BZ1186
 BZ1186'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1186'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0786 ***********************************************************************
 BM0786  DESIGNATION -  E 1304
 BM0786  PID         -  BM0786
 BM0786  STATE/COUNTY-  TX/WILLIAMSON
 BM0786  USGS QUAD   -  GRANGER (1988)
 BM0786
 BM0786                         *CURRENT SURVEY CONTROL
 BM0786  ___________________________________________________________________
 BM0786* NAD 83(1986)-  30 41 10.     (N)    097 29 52.     (W)     SCALED    
 BM0786* NAVD 88     -       192.700  (meters)     632.22   (feet)  ADJUSTED  
 BM0786  ___________________________________________________________________
 BM0786  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BM0786  DYNAMIC HT  -         192.442 (meters)     631.37  (feet)  COMP
 BM0786  MODELED GRAV-     979,299.2   (mgal)                       NAVD 88
 BM0786
 BM0786  VERT ORDER  -  FIRST     CLASS II
 BM0786
 BM0786.The horizontal coordinates were scaled from a topographic map and have
 BM0786.an estimated accuracy of +/- 6 seconds.
 BM0786
 BM0786.The orthometric height was determined by differential leveling
 BM0786.and adjusted by the National Geodetic Survey in June 1991..
 BM0786
 BM0786.The geoid height was determined by GEOID03.
 BM0786
 BM0786.The dynamic height is computed by dividing the NAVD 88
 BM0786.geopotential number by the normal gravity value computed on the
 BM0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0786.degrees latitude (g = 980.6199 gals.).
 BM0786
 BM0786.The modeled gravity was interpolated from observed gravity values.
 BM0786
 BM0786;                    North         East    Units  Estimated Accuracy
 BM0786;SPC TX C     - 3,116,470.      971,630.      MT  (+/- 180 meters Scaled)
 BM0786
 BM0786                          SUPERSEDED SURVEY CONTROL
 BM0786
 BM0786.No superseded survey control is available for this station.
 BM0786
 BM0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU438957(NAD 83)
 BM0786_MARKER: I = METAL ROD
 BM0786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0786_SP_SET: STAINLESS STEEL ROD
 BM0786_STAMPING: E 1304 1980
 BM0786_MARK LOGO: NGS   
 BM0786_PROJECTION: FLUSH
 BM0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0786+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0786_ROD/PIPE-DEPTH: 6.1  meters
 BM0786
 BM0786  HISTORY     - Date     Condition        Report By
 BM0786  HISTORY     - 1980     MONUMENTED       NGS
 BM0786  HISTORY     - 1990     GOOD             USPSQD
 BM0786  HISTORY     - 19991231 GOOD             USPSQD
 BM0786  HISTORY     - 20050724 GOOD             USPSQD
 BM0786
 BM0786                          STATION DESCRIPTION
 BM0786
 BM0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0786'7.2 KM (4.45 MI) SW FROM GRANGER.
 BM0786'7.2 KM (4.45 MI) SOUTHWEST ALONG FARM ROAD 971 FROM THE JUNCTION OF
 BM0786'STATE HIGHWAY 95 IN GRANGER, 21.3 METERS (70.0 FT) SOUTHEAST OF THE
 BM0786'CENTERLINE OF THE ROAD, 61 METERS (200 FT) EAST OF THE EAST CORNER OF
 BM0786'A SMALL BRIDGE OVER A CREEK, 59.7 METERS (196 FT) SOUTH-SOUTHWEST OF
 BM0786'THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTHEAST TO A FARM HOUSE,
 BM0786'9.8 METERS (32.0 FT) SOUTHWEST OF A TELEPHONE POLE, 3.0 METERS
 BM0786'(10.0 FT) WEST-NORTHWEST OF THE CENTER OF A 1.3-METER WELL COVER
 BM0786'PLATE, 0.6 METER (2.5 FT) WEST-SOUTHWEST OF A CORNER FENCE POST,
 BM0786'0.3 METER (1.0 FT) NORTHWEST OF A FENCE, 3.5 METERS (11.5 FT)
 BM0786'NORTHEAST OF THE CENTER OF A WIRE GATE, 1.1 METERS (3.5 FT) SOUTHWEST
 BM0786'OF A RIGHT-OF-WAY MARKER.
 BM0786'THE MARK IS 0.45 METERS  ENE FROM A WITNESS POST.
 BM0786'THE MARK IS 1.3 M BELOW FARM ROAD 971.
 BM0786
 BM0786                          STATION RECOVERY (1990)
 BM0786
 BM0786'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0786'RECOVERED IN GOOD CONDITION.
 BM0786
 BM0786                          STATION RECOVERY (1999)
 BM0786
 BM0786'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0786'RECOVERED IN GOOD CONDITION.
 BM0786
 BM0786                          STATION RECOVERY (2005)
 BM0786
 BM0786'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0781 ***********************************************************************
 BM0781  DESIGNATION -  E 1305
 BM0781  PID         -  BM0781
 BM0781  STATE/COUNTY-  TX/WILLIAMSON
 BM0781  USGS QUAD   -  GRANGER (1988)
 BM0781
 BM0781                         *CURRENT SURVEY CONTROL
 BM0781  ___________________________________________________________________
 BM0781* NAD 83(1986)-  30 43 07.     (N)    097 26 49.     (W)     SCALED    
 BM0781* NAVD 88     -       175.790  (meters)     576.74   (feet)  ADJUSTED  
 BM0781  ___________________________________________________________________
 BM0781  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BM0781  DYNAMIC HT  -         175.556 (meters)     575.97  (feet)  COMP
 BM0781  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 BM0781
 BM0781  VERT ORDER  -  FIRST     CLASS II
 BM0781
 BM0781.The horizontal coordinates were scaled from a topographic map and have
 BM0781.an estimated accuracy of +/- 6 seconds.
 BM0781
 BM0781.The orthometric height was determined by differential leveling
 BM0781.and adjusted by the National Geodetic Survey in June 1991..
 BM0781
 BM0781.The geoid height was determined by GEOID03.
 BM0781
 BM0781.The dynamic height is computed by dividing the NAVD 88
 BM0781.geopotential number by the normal gravity value computed on the
 BM0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0781.degrees latitude (g = 980.6199 gals.).
 BM0781
 BM0781.The modeled gravity was interpolated from observed gravity values.
 BM0781
 BM0781;                    North         East    Units  Estimated Accuracy
 BM0781;SPC TX C     - 3,120,200.      976,410.      MT  (+/- 180 meters Scaled)
 BM0781
 BM0781                          SUPERSEDED SURVEY CONTROL
 BM0781
 BM0781.No superseded survey control is available for this station.
 BM0781
 BM0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU487994(NAD 83)
 BM0781_MARKER: I = METAL ROD
 BM0781_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM0781_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM0781_STAMPING: E 1305 1980
 BM0781_MARK LOGO: NGS   
 BM0781_PROJECTION: FLUSH
 BM0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0781+STABILITY: POSITION/ELEVATION WELL
 BM0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0781+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0781_ROD/PIPE-DEPTH: 12.2 meters
 BM0781_SLEEVE-DEPTH  : 8.5 meters
 BM0781
 BM0781  HISTORY     - Date     Condition        Report By
 BM0781  HISTORY     - 1980     MONUMENTED       NGS
 BM0781  HISTORY     - 1990     GOOD             USPSQD
 BM0781  HISTORY     - 19991231 GOOD             USPSQD
 BM0781  HISTORY     - 20050724 GOOD             USPSQD
 BM0781
 BM0781                          STATION DESCRIPTION
 BM0781
 BM0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0781'IN GRANGER.
 BM0781'IN GRANGER, AT THE INTERSECTION OF DAVILLA AND BRAZOS STREETS, AT THE
 BM0781'SAINTS CYRIL AND METHODIUS CATHOLIC CHURCH AT 301 WEST DAVILLA STREET,
 BM0781'50.3 METERS (165 FT) EAST OF THE CENTERLINE OF BRAZOS STREET,
 BM0781'9.4 METERS (31.0 FT) EAST OF THE CENTER OF TWO DOORS ON THE NORTH FACE
 BM0781'OF THE CHURCH, 6.9 METERS (22.6 FT) WEST OF THE NORTHEAST CORNER OF
 BM0781'THE CHURCH, 1.5 METERS (5.0 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 BM0781'THE MARK IS ABOVE LEVEL WITH THE LAWN AND PARKING LOT.
 BM0781
 BM0781                          STATION RECOVERY (1990)
 BM0781
 BM0781'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0781'RECOVERED IN GOOD CONDITION.
 BM0781
 BM0781                          STATION RECOVERY (1999)
 BM0781
 BM0781'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0781'RECOVERED IN GOOD CONDITION.
 BM0781
 BM0781                          STATION RECOVERY (2005)
 BM0781
 BM0781'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0813 ***********************************************************************
 BM0813  DESIGNATION -  E 1306
 BM0813  PID         -  BM0813
 BM0813  STATE/COUNTY-  TX/TRAVIS
 BM0813  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0813
 BM0813                         *CURRENT SURVEY CONTROL
 BM0813  ___________________________________________________________________
 BM0813* NAD 83(1986)-  30 23 57.     (N)    097 40 26.     (W)     SCALED    
 BM0813* NAVD 88     -       202.772  (meters)     665.26   (feet)  ADJUSTED  
 BM0813  ___________________________________________________________________
 BM0813  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BM0813  DYNAMIC HT  -         202.497 (meters)     664.36  (feet)  COMP
 BM0813  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 BM0813
 BM0813  VERT ORDER  -  FIRST     CLASS II
 BM0813
 BM0813.The horizontal coordinates were scaled from a topographic map and have
 BM0813.an estimated accuracy of +/- 6 seconds.
 BM0813
 BM0813.The orthometric height was determined by differential leveling
 BM0813.and adjusted by the National Geodetic Survey in June 1991..
 BM0813
 BM0813.The geoid height was determined by GEOID03.
 BM0813
 BM0813.The dynamic height is computed by dividing the NAVD 88
 BM0813.geopotential number by the normal gravity value computed on the
 BM0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0813.degrees latitude (g = 980.6199 gals.).
 BM0813
 BM0813.The modeled gravity was interpolated from observed gravity values.
 BM0813
 BM0813;                    North         East    Units  Estimated Accuracy
 BM0813;SPC TX C     - 3,084,260.      955,530.      MT  (+/- 180 meters Scaled)
 BM0813
 BM0813                          SUPERSEDED SURVEY CONTROL
 BM0813
 BM0813.No superseded survey control is available for this station.
 BM0813
 BM0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU273637(NAD 83)
 BM0813_MARKER: DB = BENCH MARK DISK
 BM0813_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0813_SP_SET: OVERPASS PIER
 BM0813_STAMPING: E 1306 1980
 BM0813_MARK LOGO: NGS   
 BM0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0813
 BM0813  HISTORY     - Date     Condition        Report By
 BM0813  HISTORY     - 1980     MONUMENTED       NGS
 BM0813  HISTORY     - 1990     GOOD             USPSQD
 BM0813  HISTORY     - 19950624 GOOD             USPSQD
 BM0813  HISTORY     - 20030308 GOOD             USPSQD
 BM0813
 BM0813                          STATION DESCRIPTION
 BM0813
 BM0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0813'13.85 KM (8.6 MI) SOUTH FROM ROUND ROCK.
 BM0813'3.55 KM (2.2 MI) SOUTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0813'JUNCTION OF RANCH ROAD 620 WEST IN ROUND ROCK, THENCE 10.3 KM (6.4 MI)
 BM0813'SOUTH ALONG THE WEST FRONTAGE ROAD OF INTERSTATE 35, ALSO 8.1 KM
 BM0813'(5.05 MI) NORTH ALONG INTERSTATE 35 FROM THE JUNCTION OF U.S. HIGHWAY
 BM0813'183 IN AUSTIN, AT THE JUNCTION OF YAGER LANE (INTERSTATE EXIT 242),
 BM0813'SET VERTICALLY IN THE NORTH FACE OF THE NORTHWESTERNMOST CONCRETE PIER
 BM0813'OF THE YAGER LANE OVERPASS OVER THE INTERSTATE, 6.2 METERS (20.4 FT)
 BM0813'WEST OF THE CENTERLINE OF THE WEST FRONTAGE ROAD.  NOTE-BRIDGE PIERS
 BM0813'ARE DRILLED INTO AUSTIN CHALK AND LIMESTONE.
 BM0813'THE MARK IS 1.7 M ABOVE THE GROUND.
 BM0813
 BM0813                          STATION RECOVERY (1990)
 BM0813
 BM0813'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0813'RECOVERED IN GOOD CONDITION.
 BM0813
 BM0813                          STATION RECOVERY (1995)
 BM0813
 BM0813'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0813'RECOVERED IN GOOD CONDITION.
 BM0813
 BM0813                          STATION RECOVERY (2003)
 BM0813
 BM0813'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0756 ***********************************************************************
 BM0756  DESIGNATION -  E 1307
 BM0756  PID         -  BM0756
 BM0756  STATE/COUNTY-  TX/TRAVIS
 BM0756  USGS QUAD   -  OAK HILL (1988)
 BM0756
 BM0756                         *CURRENT SURVEY CONTROL
 BM0756  ___________________________________________________________________
 BM0756* NAD 83(1986)-  30 08 39.     (N)    097 47 38.     (W)     SCALED    
 BM0756* NAVD 88     -       193.064  (meters)     633.41   (feet)  ADJUSTED  
 BM0756  ___________________________________________________________________
 BM0756  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0756  DYNAMIC HT  -         192.796 (meters)     632.53  (feet)  COMP
 BM0756  MODELED GRAV-     979,251.3   (mgal)                       NAVD 88
 BM0756
 BM0756  VERT ORDER  -  FIRST     CLASS II
 BM0756
 BM0756.The horizontal coordinates were scaled from a topographic map and have
 BM0756.an estimated accuracy of +/- 6 seconds.
 BM0756
 BM0756.The orthometric height was determined by differential leveling
 BM0756.and adjusted by the National Geodetic Survey in June 1991..
 BM0756
 BM0756.The geoid height was determined by GEOID03.
 BM0756
 BM0756.The dynamic height is computed by dividing the NAVD 88
 BM0756.geopotential number by the normal gravity value computed on the
 BM0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0756.degrees latitude (g = 980.6199 gals.).
 BM0756
 BM0756.The modeled gravity was interpolated from observed gravity values.
 BM0756
 BM0756;                    North         East    Units  Estimated Accuracy
 BM0756;SPC TX C     - 3,055,730.      944,640.      MT  (+/- 180 meters Scaled)
 BM0756
 BM0756                          SUPERSEDED SURVEY CONTROL
 BM0756
 BM0756.No superseded survey control is available for this station.
 BM0756
 BM0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU161353(NAD 83)
 BM0756_MARKER: I = METAL ROD
 BM0756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0756_SP_SET: STAINLESS STEEL ROD
 BM0756_STAMPING: E 1307 1980
 BM0756_MARK LOGO: NGS   
 BM0756_PROJECTION: RECESSED 3 CENTIMETERS
 BM0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0756_ROD/PIPE-DEPTH: 6.5  meters
 BM0756
 BM0756  HISTORY     - Date     Condition        Report By
 BM0756  HISTORY     - 1980     MONUMENTED       NGS
 BM0756  HISTORY     - 19860601 MARK NOT FOUND   USGS
 BM0756  HISTORY     - 1990     GOOD             USPSQD
 BM0756  HISTORY     - 19910116 GOOD             USPSQD
 BM0756  HISTORY     - 19950725 MARK NOT FOUND   USPSQD
 BM0756  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0756
 BM0756                          STATION DESCRIPTION
 BM0756
 BM0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0756'9.5 KM (5.9 MI) SW FROM AUSTIN.
 BM0756'6.6 KM (4.1 MI) SOUTHWEST ALONG CONGRESS AVENUE FROM THE JUNCTION OF
 BM0756'BEN WHITE BOULEVARD IN AUSTIN, THENCE 2.9 KM (1.8 MI) SOUTHWEST ALONG
 BM0756'THE EAST FRONTAGE ROAD OF INTERSTATE 35, 9.1 METERS (30.0 FT)
 BM0756'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 27.7 METERS
 BM0756'(91.0 FT) NORTHEAST OF THE EASTERNMOST METAL POST FOR A SLAUGHTER
 BM0756'CREEK OVERPASS EXIT 225 B SIGN, 1.1 METERS (3.5 FT) NORTHWEST OF A
 BM0756'CORNER FENCE POST, 0.8 METER (2.5 FT) NORTH OF A DEAD END POWERLINE
 BM0756'POLE WITH A GUY WIRE, 0.6 METER (2.0 FT) NORTHWEST OF A FENCE.
 BM0756'NOTE-ROD WAS DRIVEN TO REFUSAL.
 BM0756'THE MARK IS 45 METERS  SW FROM A WITNESS POST.
 BM0756'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 BM0756
 BM0756                          STATION RECOVERY (1986)
 BM0756
 BM0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 BM0756'MARK NOT FOUND.
 BM0756
 BM0756                          STATION RECOVERY (1990)
 BM0756
 BM0756'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0756'RECOVERED IN GOOD CONDITION.
 BM0756
 BM0756                          STATION RECOVERY (1991)
 BM0756
 BM0756'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0756'RECOVERED IN GOOD CONDITION.
 BM0756
 BM0756                          STATION RECOVERY (1995)
 BM0756
 BM0756'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0756'MARK NOT FOUND.
 BM0756
 BM0756                          STATION RECOVERY (2003)
 BM0756
 BM0756'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BM0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1569 ***********************************************************************
 AY1569  DESIGNATION -  E 1308
 AY1569  PID         -  AY1569
 AY1569  STATE/COUNTY-  TX/COMAL
 AY1569  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY1569
 AY1569                         *CURRENT SURVEY CONTROL
 AY1569  ___________________________________________________________________
 AY1569* NAD 83(1986)-  29 42 13.     (N)    098 05 46.     (W)     SCALED    
 AY1569* NAVD 88     -       200.118  (meters)     656.55   (feet)  ADJUSTED  
 AY1569  ___________________________________________________________________
 AY1569  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AY1569  DYNAMIC HT  -         199.832 (meters)     655.62  (feet)  COMP
 AY1569  MODELED GRAV-     979,207.9   (mgal)                       NAVD 88
 AY1569
 AY1569  VERT ORDER  -  FIRST     CLASS II
 AY1569
 AY1569.The horizontal coordinates were scaled from a topographic map and have
 AY1569.an estimated accuracy of +/- 6 seconds.
 AY1569
 AY1569.The orthometric height was determined by differential leveling
 AY1569.and adjusted by the National Geodetic Survey in June 1991..
 AY1569
 AY1569.The geoid height was determined by GEOID03.
 AY1569
 AY1569.The dynamic height is computed by dividing the NAVD 88
 AY1569.geopotential number by the normal gravity value computed on the
 AY1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1569.degrees latitude (g = 980.6199 gals.).
 AY1569
 AY1569.The modeled gravity was interpolated from observed gravity values.
 AY1569
 AY1569;                    North         East    Units  Estimated Accuracy
 AY1569;SPC TXSC     - 4,207,620.      687,460.      MT  (+/- 180 meters Scaled)
 AY1569
 AY1569                          SUPERSEDED SURVEY CONTROL
 AY1569
 AY1569.No superseded survey control is available for this station.
 AY1569
 AY1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT874862(NAD 83)
 AY1569_MARKER: I = METAL ROD
 AY1569_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1569+WITH SETTING: INFORMATION.
 AY1569_SP_SET: SHALLOW SET METAL ROD
 AY1569_STAMPING: E 1308 1980
 AY1569_MARK LOGO: NGS   
 AY1569_PROJECTION: FLUSH
 AY1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1569+STABILITY: SURFACE MOTION
 AY1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1569+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AY1569_ROD/PIPE-DEPTH: 2.4  meters
 AY1569
 AY1569  HISTORY     - Date     Condition        Report By
 AY1569  HISTORY     - 1980     MONUMENTED       NGS
 AY1569  HISTORY     - 1989     GOOD             USPSQD
 AY1569  HISTORY     - 1990     GOOD             USPSQD
 AY1569  HISTORY     - 1990     GOOD             USPSQD
 AY1569  HISTORY     - 19930808 POOR             USPSQD
 AY1569  HISTORY     - 19990925 GOOD             USPSQD
 AY1569  HISTORY     - 20030517 GOOD             USPSQD
 AY1569  HISTORY     - 20060719 GOOD             USPSQD
 AY1569
 AY1569                          STATION DESCRIPTION
 AY1569
 AY1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1569'IN NEW BRAUNFELS.
 AY1569'IN NEW BRAUNFELS, AT THE EAST EDGE OF THE PARKING LOT AND THE
 AY1569'BASKETBALL COURT AT THE CANYON MIDDLE SCHOOL, APPROXIMATELY 60 METERS
 AY1569'SOUTHEAST OF A FLAGPOLE AT THE SOUTH ENTRANCE OF THE SCHOOL, AT A
 AY1569'TEXAS HIGHWAY DEPARTMENT HISTORICAL CONCRETE MONUMENT, 0.15 KM
 AY1569'(0.1 MI) NORTH-NORTHEAST ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 AY1569'JUNCTION OF LOOP 337 AND STATE HIGHWAY 46, 14.3 METERS (47.0 FT) WEST
 AY1569'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 1.5 METERS
 AY1569'(5.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE MONUMENT, 1.2 METERS
 AY1569'(3.8 FT) SOUTH OF A STREET LIGHT POLE, 13.9 METERS (45.5 FT)
 AY1569'EAST-NORTHEAST OF A BASKETBALL HOOP SUPPORT POLE.  NOTE-THE ROD WAS
 AY1569'DRIVEN TO REFUSAL.
 AY1569'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AY1569'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AY1569
 AY1569                          STATION RECOVERY (1989)
 AY1569
 AY1569'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1569'RECOVERED IN GOOD CONDITION.
 AY1569
 AY1569                          STATION RECOVERY (1990)
 AY1569
 AY1569'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1569'RECOVERED IN GOOD CONDITION.
 AY1569
 AY1569                          STATION RECOVERY (1990)
 AY1569
 AY1569'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1569'RECOVERED IN GOOD CONDITION.
 AY1569
 AY1569                          STATION RECOVERY (1993)
 AY1569
 AY1569'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1569'MARK RECOVERED IN POOR CONDITION.
 AY1569
 AY1569                          STATION RECOVERY (1999)
 AY1569
 AY1569'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1569'RECOVERED IN GOOD CONDITION.
 AY1569
 AY1569                          STATION RECOVERY (2003)
 AY1569
 AY1569'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 AY1569'RECOVERED IN GOOD CONDITION.
 AY1569
 AY1569                          STATION RECOVERY (2006)
 AY1569
 AY1569'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0779 ***********************************************************************
 DN0779  DESIGNATION -  E 132
 DN0779  PID         -  DN0779
 DN0779  STATE/COUNTY-  TX/WISE
 DN0779  USGS QUAD   -  DECATUR (1972)
 DN0779
 DN0779                         *CURRENT SURVEY CONTROL
 DN0779  ___________________________________________________________________
 DN0779* NAD 83(1986)-  33 10 05.     (N)    097 31 58.     (W)     SCALED    
 DN0779* NAVD 88     -       287.718  (meters)     943.95   (feet)  ADJUSTED  
 DN0779  ___________________________________________________________________
 DN0779  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DN0779  DYNAMIC HT  -         287.383 (meters)     942.86  (feet)  COMP
 DN0779  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 DN0779
 DN0779  VERT ORDER  -  FIRST     CLASS II
 DN0779
 DN0779.The horizontal coordinates were scaled from a topographic map and have
 DN0779.an estimated accuracy of +/- 6 seconds.
 DN0779
 DN0779.The orthometric height was determined by differential leveling
 DN0779.and adjusted by the National Geodetic Survey in June 1991..
 DN0779
 DN0779.The geoid height was determined by GEOID03.
 DN0779
 DN0779.The dynamic height is computed by dividing the NAVD 88
 DN0779.geopotential number by the normal gravity value computed on the
 DN0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0779.degrees latitude (g = 980.6199 gals.).
 DN0779
 DN0779.The modeled gravity was interpolated from observed gravity values.
 DN0779
 DN0779;                    North         East    Units  Estimated Accuracy
 DN0779;SPC TXNC     - 2,166,900.      690,210.      MT  (+/- 180 meters Scaled)
 DN0779
 DN0779                          SUPERSEDED SURVEY CONTROL
 DN0779
 DN0779  NGVD 29 (??/??/92)  287.647  (m)          943.72   (f) ADJ UNCH    1 2
 DN0779
 DN0779.Superseded values are not recommended for survey control.
 DN0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0779.See file dsdata.txt to determine how the superseded data were derived.
 DN0779
 DN0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB368708(NAD 83)
 DN0779_MARKER: DB = BENCH MARK DISK
 DN0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0779_STAMPING: E 132 1952
 DN0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0779+STABILITY: SURFACE MOTION
 DN0779
 DN0779  HISTORY     - Date     Condition        Report By
 DN0779  HISTORY     - 1952     MONUMENTED       CGS
 DN0779  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0779  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0779
 DN0779                          STATION DESCRIPTION
 DN0779
 DN0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0779'5.35 MI SE FROM DECATUR.
 DN0779'5.35 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD
 DN0779'FROM THE STATION AT DECATUR, AT A ROAD CROSSING, AT HERMAN SIDING, 52
 DN0779'FEET SOUTHWEST OF THE CENTER LINE OF OLD U.S. HIGHWAY 81, 44 FEET
 DN0779'SOUTHEAST OF THE CENTER LINE OF AN EAST AND WEST ROAD, 43.5 FEET
 DN0779'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 5.6 FEET NORTHWEST
 DN0779'OF A TELEGRAPH POLE, 2.4 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 DN0779'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0779
 DN0779                          STATION RECOVERY (1984)
 DN0779
 DN0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0779'THERE HAS BEEN GRADING AT THIS LOCATION.
 DN0779
 DN0779                          STATION RECOVERY (1997)
 DN0779
 DN0779'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0004 ***********************************************************************
 EN0004  DESIGNATION -  E 135
 EN0004  PID         -  EN0004
 EN0004  STATE/COUNTY-  TX/HALL
 EN0004  USGS QUAD   -  ESTELLINE (1985)
 EN0004
 EN0004                         *CURRENT SURVEY CONTROL
 EN0004  ___________________________________________________________________
 EN0004* NAD 83(1986)-  34 35 00.     (N)    100 26 19.     (W)     SCALED    
 EN0004* NAVD 88     -       546.255  (meters)    1792.17   (feet)  ADJUSTED  
 EN0004  ___________________________________________________________________
 EN0004  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 EN0004  DYNAMIC HT  -         545.637 (meters)    1790.14  (feet)  COMP
 EN0004  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 EN0004
 EN0004  VERT ORDER  -  FIRST     CLASS II
 EN0004
 EN0004.The horizontal coordinates were scaled from a topographic map and have
 EN0004.an estimated accuracy of +/- 6 seconds.
 EN0004
 EN0004.The orthometric height was determined by differential leveling
 EN0004.and adjusted by the National Geodetic Survey in June 1991..
 EN0004
 EN0004.The geoid height was determined by GEOID03.
 EN0004
 EN0004.The dynamic height is computed by dividing the NAVD 88
 EN0004.geopotential number by the normal gravity value computed on the
 EN0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0004.degrees latitude (g = 980.6199 gals.).
 EN0004
 EN0004.The modeled gravity was interpolated from observed gravity values.
 EN0004
 EN0004;                    North         East    Units  Estimated Accuracy
 EN0004;SPC TX N     - 1,065,240.      297,380.      MT  (+/- 180 meters Scaled)
 EN0004
 EN0004                          SUPERSEDED SURVEY CONTROL
 EN0004
 EN0004  NGVD 29 (??/??/92)  545.977  (m)         1791.26   (f) ADJ UNCH    1 2
 EN0004
 EN0004.Superseded values are not recommended for survey control.
 EN0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0004.See file dsdata.txt to determine how the superseded data were derived.
 EN0004
 EN0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD680277(NAD 83)
 EN0004_MARKER: DB = BENCH MARK DISK
 EN0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0004_SP_SET: MONUMENT
 EN0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0004
 EN0004  HISTORY     - Date     Condition        Report By
 EN0004  HISTORY     - UNK      MONUMENTED       CGS
 EN0004  HISTORY     - 1933     GOOD             NGS
 EN0004  HISTORY     - 1961     MARK NOT FOUND   USGS
 EN0004
 EN0004                          STATION DESCRIPTION
 EN0004
 EN0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0004'2.2 MI NW FROM ESTELLINE.
 EN0004'AT MILEAGE 239, 39 FEET SOUTHWEST OF CENTER OF TRACK, 66 FEET
 EN0004'NORTHWEST OF ROAD CROSSING.
 EN0004
 EN0004                          STATION RECOVERY (1961)
 EN0004
 EN0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EN0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0089 ***********************************************************************
 GK0089  DESIGNATION -  E 137
 GK0089  PID         -  GK0089
 GK0089  STATE/COUNTY-  TX/OCHILTREE
 GK0089  USGS QUAD   -  LAKE FRYER (1973)
 GK0089
 GK0089                         *CURRENT SURVEY CONTROL
 GK0089  ___________________________________________________________________
 GK0089* NAD 83(1986)-  36 07 54.     (N)    100 38 50.     (W)     SCALED    
 GK0089* NAVD 88     -       888.090  (meters)    2913.68   (feet)  ADJUSTED  
 GK0089  ___________________________________________________________________
 GK0089  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 GK0089  DYNAMIC HT  -         887.145 (meters)    2910.57  (feet)  COMP
 GK0089  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 GK0089
 GK0089  VERT ORDER  -  FIRST     CLASS II
 GK0089
 GK0089.The horizontal coordinates were scaled from a topographic map and have
 GK0089.an estimated accuracy of +/- 6 seconds.
 GK0089
 GK0089.The orthometric height was determined by differential leveling
 GK0089.and adjusted by the National Geodetic Survey in June 1991..
 GK0089
 GK0089.The geoid height was determined by GEOID03.
 GK0089
 GK0089.The dynamic height is computed by dividing the NAVD 88
 GK0089.geopotential number by the normal gravity value computed on the
 GK0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0089.degrees latitude (g = 980.6199 gals.).
 GK0089
 GK0089.The modeled gravity was interpolated from observed gravity values.
 GK0089
 GK0089;                    North         East    Units  Estimated Accuracy
 GK0089;SPC TX N     - 1,236,820.      276,760.      MT  (+/- 180 meters Scaled)
 GK0089
 GK0089                          SUPERSEDED SURVEY CONTROL
 GK0089
 GK0089  NGVD 29 (??/??/92)  887.727  (m)         2912.48   (f) ADJ UNCH    1 2
 GK0089
 GK0089.Superseded values are not recommended for survey control.
 GK0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0089.See file dsdata.txt to determine how the superseded data were derived.
 GK0089
 GK0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE517998(NAD 83)
 GK0089_MARKER: DB = BENCH MARK DISK
 GK0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0089_STAMPING: E-137 1934
 GK0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0089+STABILITY: SURFACE MOTION
 GK0089
 GK0089  HISTORY     - Date     Condition        Report By
 GK0089  HISTORY     - 1934     MONUMENTED       CGS
 GK0089  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0089
 GK0089                          STATION DESCRIPTION
 GK0089
 GK0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0089'21.5 MI SE FROM PERRYTON.
 GK0089'21.5 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 0.2 MILE WEST
 GK0089'OF SMALL WHITE FARM HOUSE.  60 FEET NORTHEAST OF CENTERLINE OF U.S.
 GK0089'HIGHWAY 83 UNDER CONSTRUCTION.  NOTE-- RD. WORK IN AREA.
 GK0089
 GK0089                          STATION RECOVERY (1973)
 GK0089
 GK0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1513 ***********************************************************************
 AY1513  DESIGNATION -  E 1377
 AY1513  PID         -  AY1513
 AY1513  STATE/COUNTY-  TX/BEXAR
 AY1513  USGS QUAD   -  SOUTHTON (1992)
 AY1513
 AY1513                         *CURRENT SURVEY CONTROL
 AY1513  ___________________________________________________________________
 AY1513* NAD 83(1986)-  29 20 35.     (N)    098 27 24.     (W)     SCALED    
 AY1513* NAVD 88     -       169.959  (meters)     557.61   (feet)  ADJUSTED  
 AY1513  ___________________________________________________________________
 AY1513  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY1513  DYNAMIC HT  -         169.712 (meters)     556.80  (feet)  COMP
 AY1513  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AY1513
 AY1513  VERT ORDER  -  FIRST     CLASS II
 AY1513
 AY1513.The horizontal coordinates were scaled from a topographic map and have
 AY1513.an estimated accuracy of +/- 6 seconds.
 AY1513
 AY1513.The orthometric height was determined by differential leveling
 AY1513.and adjusted by the National Geodetic Survey in June 1991..
 AY1513
 AY1513.The geoid height was determined by GEOID03.
 AY1513
 AY1513.The dynamic height is computed by dividing the NAVD 88
 AY1513.geopotential number by the normal gravity value computed on the
 AY1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1513.degrees latitude (g = 980.6199 gals.).
 AY1513
 AY1513.The modeled gravity was interpolated from observed gravity values.
 AY1513
 AY1513;                    North         East    Units  Estimated Accuracy
 AY1513;SPC TXSC     - 4,167,440.      652,760.      MT  (+/- 180 meters Scaled)
 AY1513
 AY1513                          SUPERSEDED SURVEY CONTROL
 AY1513
 AY1513.No superseded survey control is available for this station.
 AY1513
 AY1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT527461(NAD 83)
 AY1513_MARKER: I = METAL ROD
 AY1513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1513_SP_SET: STAINLESS STEEL ROD
 AY1513_STAMPING: E 1377 1980
 AY1513_MARK LOGO: NGS   
 AY1513_PROJECTION: RECESSED 4 CENTIMETERS
 AY1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1513_ROD/PIPE-DEPTH: 4.3  meters
 AY1513
 AY1513  HISTORY     - Date     Condition        Report By
 AY1513  HISTORY     - 1980     MONUMENTED       NGS
 AY1513  HISTORY     - 19990412 GOOD             USPSQD
 AY1513
 AY1513                          STATION DESCRIPTION
 AY1513
 AY1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1513'7.6 KM (4.75 MI) SE FROM SAN ANTONIO.
 AY1513'7.6 KM (4.75 MI) SOUTHEAST ALONG SOUTH PRESA STREET (SPUR 122) FROM
 AY1513'THE JUNCTION OF EAST DURANGO BOULEVARD IN SAN ANTONIO, 1.05 KM
 AY1513'(0.65 MI) SOUTHEAST ALONG SOUTH PRESA STREET (SPUR 122) FROM THE
 AY1513'JUNCTION OF LOOP 13, AT A SOUTHERN PACIFIC RAILROAD SPUR TRACK
 AY1513'CROSSING, 18.0 METERS (59.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AY1513'STREET, 8.3 METERS (27.1 FT) EAST-SOUTHEAST OF THE SOUTHEAST RAIL OF
 AY1513'THE SPUR TRACKS, 16.1 METERS (52.8 FT) SOUTH OF THE CENTER OF THE
 AY1513'SOUTHWEST HEADWALL OF A CULVERT UNDER THE STREET, 15.4 METERS
 AY1513'(50.5 FT) NORTHWEST OF A POWERLINE POLE WITH A GUY WIRE AND STREET
 AY1513'LIGHT, 1.6 METERS (5.2 FT) EAST-SOUTHEAS OF A CHAIN LINK FENCE CORNER
 AY1513'POST, 0.7 METER (2.3 FT) NORTHEAST OF A CHAIN LINK FENCE.
 AY1513'THE MARK IS 0.55 METERS  NE FROM A WITNESS POST.
 AY1513'THE MARK IS 0.6 M ABOVE THE STREET.
 AY1513
 AY1513                          STATION RECOVERY (1999)
 AY1513
 AY1513'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1479 ***********************************************************************
 AY1479  DESIGNATION -  E 1378
 AY1479  PID         -  AY1479
 AY1479  STATE/COUNTY-  TX/WILSON
 AY1479  USGS QUAD   -  POTH (1961)
 AY1479
 AY1479                         *CURRENT SURVEY CONTROL
 AY1479  ___________________________________________________________________
 AY1479* NAD 83(1986)-  29 03 27.     (N)    098 04 28.     (W)     SCALED    
 AY1479* NAVD 88     -       122.075  (meters)     400.51   (feet)  ADJUSTED  
 AY1479  ___________________________________________________________________
 AY1479  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AY1479  DYNAMIC HT  -         121.901 (meters)     399.94  (feet)  COMP
 AY1479  MODELED GRAV-     979,215.5   (mgal)                       NAVD 88
 AY1479
 AY1479  VERT ORDER  -  FIRST     CLASS II
 AY1479
 AY1479.The horizontal coordinates were scaled from a topographic map and have
 AY1479.an estimated accuracy of +/- 6 seconds.
 AY1479
 AY1479.The orthometric height was determined by differential leveling
 AY1479.and adjusted by the National Geodetic Survey in June 1991..
 AY1479
 AY1479.The geoid height was determined by GEOID03.
 AY1479
 AY1479.The dynamic height is computed by dividing the NAVD 88
 AY1479.geopotential number by the normal gravity value computed on the
 AY1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1479.degrees latitude (g = 980.6199 gals.).
 AY1479
 AY1479.The modeled gravity was interpolated from observed gravity values.
 AY1479
 AY1479;                    North         East    Units  Estimated Accuracy
 AY1479;SPC TXSC     - 4,136,030.      690,120.      MT  (+/- 180 meters Scaled)
 AY1479
 AY1479                          SUPERSEDED SURVEY CONTROL
 AY1479
 AY1479.No superseded survey control is available for this station.
 AY1479
 AY1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT901147(NAD 83)
 AY1479_MARKER: I = METAL ROD
 AY1479_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1479_SP_SET: STAINLESS STEEL ROD
 AY1479_STAMPING: E 1378 1981
 AY1479_MARK LOGO: NGS   
 AY1479_PROJECTION: RECESSED 3 CENTIMETERS
 AY1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1479_ROD/PIPE-DEPTH: 9.7  meters
 AY1479
 AY1479  HISTORY     - Date     Condition        Report By
 AY1479  HISTORY     - 1981     MONUMENTED       NGS
 AY1479  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AY1479  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1479
 AY1479                          STATION DESCRIPTION
 AY1479
 AY1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1479'1.7 KM (1.05 MI) SE FROM POTH.
 AY1479'1.7 KM (1.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE SOUTHERN
 AY1479'PACIFIC RAILROAD STATION IN POTH, AT THE CROSSING OF THE SOUTHERN
 AY1479'PACIFIC RAILROAD, 22.5 METERS (74.0 FT) EAST OF THE CENTERLINE OF THE
 AY1479'HIGHWAY, 7.0 METERS (23.0 FT) SOUTHWEST OF THE CENTER OF A GRAVEL ROAD
 AY1479'LEADING SOUTHEAST, 13.6 METERS (44.7 FT) NORTHEAST OF THE NORTHEAST
 AY1479'RAIL, 12.8 METERS (42.0 FT) NORTH OF THE NORTHEAST CORNER OF A 0.6 X
 AY1479'1.2-METER RAILROAD SIGNAL BOX, 12.8 METERS (42.0 FT) NORTHWEST OF A
 AY1479'POWERLINE POLE WITH A TRANSFORMER.
 AY1479'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 AY1479'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AY1479
 AY1479                          STATION RECOVERY (1995)
 AY1479
 AY1479'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1479'MARK NOT FOUND.
 AY1479
 AY1479                          STATION RECOVERY (2005)
 AY1479
 AY1479'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1542 ***********************************************************************
 AY1542  DESIGNATION -  E 1379
 AY1542  PID         -  AY1542
 AY1542  STATE/COUNTY-  TX/BEXAR
 AY1542  USGS QUAD   -  SCHERTZ (1992)
 AY1542
 AY1542                         *CURRENT SURVEY CONTROL
 AY1542  ___________________________________________________________________
 AY1542* NAD 83(1986)-  29 33 46.     (N)    098 20 29.     (W)     SCALED    
 AY1542* NAVD 88     -       262.652  (meters)     861.72   (feet)  ADJUSTED  
 AY1542  ___________________________________________________________________
 AY1542  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY1542  DYNAMIC HT  -         262.269 (meters)     860.46  (feet)  COMP
 AY1542  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 AY1542
 AY1542  VERT ORDER  -  FIRST     CLASS II
 AY1542
 AY1542.The horizontal coordinates were scaled from a topographic map and have
 AY1542.an estimated accuracy of +/- 6 seconds.
 AY1542
 AY1542.The orthometric height was determined by differential leveling
 AY1542.and adjusted by the National Geodetic Survey in June 1991..
 AY1542
 AY1542.The geoid height was determined by GEOID03.
 AY1542
 AY1542.The dynamic height is computed by dividing the NAVD 88
 AY1542.geopotential number by the normal gravity value computed on the
 AY1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1542.degrees latitude (g = 980.6199 gals.).
 AY1542
 AY1542.The modeled gravity was interpolated from observed gravity values.
 AY1542
 AY1542;                    North         East    Units  Estimated Accuracy
 AY1542;SPC TXSC     - 4,191,850.      663,820.      MT  (+/- 180 meters Scaled)
 AY1542
 AY1542                          SUPERSEDED SURVEY CONTROL
 AY1542
 AY1542.No superseded survey control is available for this station.
 AY1542
 AY1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT637705(NAD 83)
 AY1542_MARKER: I = METAL ROD
 AY1542_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1542+WITH SETTING: INFORMATION.
 AY1542_SP_SET: SHALLOW SET METAL ROD
 AY1542_STAMPING: E 1379 1980
 AY1542_MARK LOGO: NGS   
 AY1542_PROJECTION: RECESSED 3 CENTIMETERS
 AY1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1542+STABILITY: SURFACE MOTION
 AY1542_ROD/PIPE-DEPTH: 2.6  meters
 AY1542
 AY1542  HISTORY     - Date     Condition        Report By
 AY1542  HISTORY     - 1980     MONUMENTED       NGS
 AY1542  HISTORY     - 1989     GOOD             USPSQD
 AY1542  HISTORY     - 1990     GOOD             USPSQD
 AY1542  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AY1542
 AY1542                          STATION DESCRIPTION
 AY1542
 AY1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1542'5.4 KM (3.35 MI) SW FROM SELMA.
 AY1542'5.4 KM (3.35 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY1542'35 FROM THE SOUTHWEST END OF THE BRIDGE OVER CIBOLO CREEK IN SELMA, AT
 AY1542'THE EAST ENTRANCE OF THE GREEN MEADOW MOBILE HOME PARK, 16.0 METERS
 AY1542'(52.6 FT) WEST OF THE CENTERLINE OF THE FRONTAGE ROAD, 3.4 METERS
 AY1542'(11.0 FT) WEST OF A TELEPHONE JUNCTION BOX, 3.4 METERS (11.0 FT) WEST
 AY1542'OF GUYED POWERLINE POLE NUMBER 718, 2.6 METERS (8.6 FT) WEST-SOUTHWEST
 AY1542'OF A METER HIGH WHITE BRICK AND WOOD FENCE, 24.1 METERS (79.0 FT)
 AY1542'NORTH OF THE CENTER OF THE SOUTHERNMOST ENTRANCE DRIVE TO THE PARK,
 AY1542'22.0 METERS (72.0 FT) SOUTH OF THE CENTER OF THE CENTER DRIVE LEADING
 AY1542'TO THE PARK, 18.9 METERS (62.1 FT) NORTHWEST OF NORTH END OF A 60-CM
 AY1542'PIPE CULVERT, 1.2 METERS (4.0 FT) EAST OF A POWERLINE POLE.  NOTE-ROD
 AY1542'DRIVEN TO REFUSAL.
 AY1542'THE MARK IS 3.4 METERS  W FROM A WITNESS POST.
 AY1542'THE MARK IS 0.6 M BELOW THE ROAD.
 AY1542
 AY1542                          STATION RECOVERY (1989)
 AY1542
 AY1542'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1542'RECOVERED IN GOOD CONDITION.
 AY1542
 AY1542                          STATION RECOVERY (1990)
 AY1542
 AY1542'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1542'RECOVERED IN GOOD CONDITION.
 AY1542
 AY1542                          STATION RECOVERY (1999)
 AY1542
 AY1542'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0026 ***********************************************************************
 GK0026  DESIGNATION -  E 138
 GK0026  PID         -  GK0026
 GK0026  STATE/COUNTY-  TX/LIPSCOMB
 GK0026  USGS QUAD   -  COBURN (1972)
 GK0026
 GK0026                         *CURRENT SURVEY CONTROL
 GK0026  ___________________________________________________________________
 GK0026* NAD 83(1986)-  36 03 30.     (N)    100 10 14.     (W)     SCALED    
 GK0026* NAVD 88     -       826.475  (meters)    2711.53   (feet)  ADJUSTED  
 GK0026  ___________________________________________________________________
 GK0026  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 GK0026  DYNAMIC HT  -         825.600 (meters)    2708.66  (feet)  COMP
 GK0026  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 GK0026
 GK0026  VERT ORDER  -  FIRST     CLASS II
 GK0026
 GK0026.The horizontal coordinates were scaled from a topographic map and have
 GK0026.an estimated accuracy of +/- 6 seconds.
 GK0026
 GK0026.The orthometric height was determined by differential leveling
 GK0026.and adjusted by the National Geodetic Survey in June 1991..
 GK0026
 GK0026.The geoid height was determined by GEOID03.
 GK0026
 GK0026.The dynamic height is computed by dividing the NAVD 88
 GK0026.geopotential number by the normal gravity value computed on the
 GK0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0026.degrees latitude (g = 980.6199 gals.).
 GK0026
 GK0026.The modeled gravity was interpolated from observed gravity values.
 GK0026
 GK0026;                    North         East    Units  Estimated Accuracy
 GK0026;SPC TX N     - 1,229,160.      319,770.      MT  (+/- 180 meters Scaled)
 GK0026
 GK0026                          SUPERSEDED SURVEY CONTROL
 GK0026
 GK0026  NGVD 29 (??/??/92)  826.123  (m)         2710.37   (f) ADJ UNCH    1 2
 GK0026
 GK0026.Superseded values are not recommended for survey control.
 GK0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0026.See file dsdata.txt to determine how the superseded data were derived.
 GK0026
 GK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE945910(NAD 83)
 GK0026_MARKER: DB = BENCH MARK DISK
 GK0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0026_STAMPING: E-138 1934
 GK0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0026+STABILITY: SURFACE MOTION
 GK0026
 GK0026  HISTORY     - Date     Condition        Report By
 GK0026  HISTORY     - 1934     MONUMENTED       CGS
 GK0026
 GK0026                          STATION DESCRIPTION
 GK0026
 GK0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0026'6.3 MI NE FROM GLAZIER.
 GK0026'6.3 MILES NORTHEAST OF AT AND SF DEPOT, AT GLAZIER 219 FEET NORTH OF
 GK0026'MILE POST 438.  48 FEET NORTHWEST OF THE CENTERLINE OF ATCHISON TOPEKA
 GK0026'AND SANTA FE RAILROAD.  80 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 GK0026'HIGHWAY 60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1057 ***********************************************************************
 AH1057  DESIGNATION -  E 1380
 AH1057  PID         -  AH1057
 AH1057  STATE/COUNTY-  TX/NUECES
 AH1057  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1057
 AH1057                         *CURRENT SURVEY CONTROL
 AH1057  ___________________________________________________________________
 AH1057* NAD 83(1986)-  27 34 15.     (N)    097 48 57.     (W)     SCALED    
 AH1057* NAVD 88     -        17.436  (meters)      57.20   (feet)  ADJUSTED  
 AH1057  ___________________________________________________________________
 AH1057  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AH1057  DYNAMIC HT  -          17.409 (meters)      57.12  (feet)  COMP
 AH1057  MODELED GRAV-     979,100.7   (mgal)                       NAVD 88
 AH1057
 AH1057  VERT ORDER  -  FIRST     CLASS II
 AH1057
 AH1057.The horizontal coordinates were scaled from a topographic map and have
 AH1057.an estimated accuracy of +/- 6 seconds.
 AH1057
 AH1057.The orthometric height was determined by differential leveling
 AH1057.and adjusted by the National Geodetic Survey in June 1991..
 AH1057
 AH1057.The geoid height was determined by GEOID03.
 AH1057
 AH1057.The dynamic height is computed by dividing the NAVD 88
 AH1057.geopotential number by the normal gravity value computed on the
 AH1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1057.degrees latitude (g = 980.6199 gals.).
 AH1057
 AH1057.The modeled gravity was interpolated from observed gravity values.
 AH1057
 AH1057;                    North         East    Units  Estimated Accuracy
 AH1057;SPC TX S     - 5,211,150.      367,560.      MT  (+/- 180 meters Scaled)
 AH1057
 AH1057                          SUPERSEDED SURVEY CONTROL
 AH1057
 AH1057.No superseded survey control is available for this station.
 AH1057
 AH1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR168502(NAD 83)
 AH1057_MARKER: I = METAL ROD
 AH1057_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1057_SP_SET: STAINLESS STEEL ROD
 AH1057_STAMPING: E 1380 1981
 AH1057_MARK LOGO: NGS   
 AH1057_PROJECTION: FLUSH
 AH1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1057_ROD/PIPE-DEPTH: 7.3  meters
 AH1057
 AH1057  HISTORY     - Date     Condition        Report By
 AH1057  HISTORY     - 1981     MONUMENTED       NGS
 AH1057  HISTORY     - 19970726 GOOD             USPSQD
 AH1057  HISTORY     - 20010331 GOOD             NGS
 AH1057
 AH1057                          STATION DESCRIPTION
 AH1057
 AH1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1057'2.4 KM (1.5 MI) SW FROM BISHOP.
 AH1057'2.4 KM (1.5 MI) SOUTHWEST ALONG BUSINESS U.S. HIGHWAY 77 SOUTHBOUND
 AH1057'FROM THE JUNCTION OF MAIN STREET IN BISHOP, AT THE JUNCTION OF AN
 AH1057'ASPHALT ROAD LEADING WEST TO THE NORTH ENTRANCE OF THE CELANESE
 AH1057'CHEMICAL PLANT, 10.7 METERS (35.0 FT) SOUTHWEST OF THE EXTENDED
 AH1057'CENTERLINE OF THE ASPHALT ROAD LEADING WEST-NORTHWEST, 24.5 METERS
 AH1057'(80.4 FT) EAST-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 77
 AH1057'BUSINESS, 13.7 METERS (45.0 FT) SOUTH-SOUTHWEST OF THE APPROXIMATE
 AH1057'CENTER OF THE ASPHALT ROAD LEADING EAST-SOUTHEAST, 8.8 METERS
 AH1057'(29.0 FT) SOUTH-SOUTHEAST OF THE EAST END OF A 50-CM (20-INCH) DOUBLE
 AH1057'CONCRETE CULVERT HEADWALL, 14.6 METERS (48.0 FT) NORTH-NORTHEAST OF
 AH1057'THE NORTHWEST CORNER OF AN ABANDONED FARM HOUSE CONCRETE PORCH,
 AH1057'0.95 METER (3.10 FT) SOUTHWEST OF A GUYED POWERLINE POLE, 3.3 METERS
 AH1057'(27.5 FT) WEST OF A GUYED HIGHWAY SIGNAL LIGHT POLE.
 AH1057'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 AH1057'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 AH1057
 AH1057                          STATION RECOVERY (1997)
 AH1057
 AH1057'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1057'RECOVERED IN GOOD CONDITION.
 AH1057
 AH1057                          STATION RECOVERY (2001)
 AH1057
 AH1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1057'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1481 ***********************************************************************
 AY1481  DESIGNATION -  E 1381
 AY1481  PID         -  AY1481
 AY1481  STATE/COUNTY-  TX/WILSON
 AY1481  USGS QUAD   -  POTH (1961)
 AY1481
 AY1481                         *CURRENT SURVEY CONTROL
 AY1481  ___________________________________________________________________
 AY1481* NAD 83(1986)-  29 04 30.     (N)    098 05 01.     (W)     SCALED    
 AY1481* NAVD 88     -       129.111  (meters)     423.59   (feet)  ADJUSTED  
 AY1481  ___________________________________________________________________
 AY1481  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AY1481  DYNAMIC HT  -         128.927 (meters)     422.99  (feet)  COMP
 AY1481  MODELED GRAV-     979,217.8   (mgal)                       NAVD 88
 AY1481
 AY1481  VERT ORDER  -  FIRST     CLASS II
 AY1481
 AY1481.The horizontal coordinates were scaled from a topographic map and have
 AY1481.an estimated accuracy of +/- 6 seconds.
 AY1481
 AY1481.The orthometric height was determined by differential leveling
 AY1481.and adjusted by the National Geodetic Survey in June 1991..
 AY1481
 AY1481.The geoid height was determined by GEOID03.
 AY1481
 AY1481.The dynamic height is computed by dividing the NAVD 88
 AY1481.geopotential number by the normal gravity value computed on the
 AY1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1481.degrees latitude (g = 980.6199 gals.).
 AY1481
 AY1481.The modeled gravity was interpolated from observed gravity values.
 AY1481
 AY1481;                    North         East    Units  Estimated Accuracy
 AY1481;SPC TXSC     - 4,137,960.      689,220.      MT  (+/- 180 meters Scaled)
 AY1481
 AY1481                          SUPERSEDED SURVEY CONTROL
 AY1481
 AY1481.No superseded survey control is available for this station.
 AY1481
 AY1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT891166(NAD 83)
 AY1481_MARKER: I = METAL ROD
 AY1481_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1481_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1481_STAMPING: E 1381 1981
 AY1481_MARK LOGO: NGS   
 AY1481_PROJECTION: RECESSED 2 CENTIMETERS
 AY1481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1481+STABILITY: POSITION/ELEVATION WELL
 AY1481_ROD/PIPE-DEPTH: 11.5 meters
 AY1481_SLEEVE-DEPTH  : 9.1 meters
 AY1481
 AY1481  HISTORY     - Date     Condition        Report By
 AY1481  HISTORY     - 1981     MONUMENTED       NGS
 AY1481  HISTORY     - 19951021 GOOD             USPSQD
 AY1481  HISTORY     - 20050521 GOOD             USPSQD
 AY1481
 AY1481                          STATION DESCRIPTION
 AY1481
 AY1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1481'IN POTH.
 AY1481'IN POTH, AT THE POTH INDEPENDENT SCHOOL DISRICT ADMINISTRATION
 AY1481'BUILDING, AT THE INTERSECTION OF TITCOMB AND SCHNEIDER STREETS,
 AY1481'19.4 METERS (63.5 FT) NORTHEAST OF THE CENTERLINE OF TITCOMB STREET,
 AY1481'11.3 METERS (36.2 FT) SOUTHEAST OF THE CENTERLINE OF SCHNEIDER STREET,
 AY1481'6.0 METERS (19.7 FT) NORTH-NORTHEAST OF THE WEST CORNER OF THE
 AY1481'BUILDING, 17.4 METERS (57.1 FT) NORTHWEST OF THE NORTHWEST FACE OF THE
 AY1481'BUILDING, 1.9 METERS (6.25 FT) SOUTHWEST OF THE NORTH CORNER OF THE
 AY1481'BUILDING, 5.5 METERS (17.9 FT) SOUTH-SOUTHWEST OF THE CENTER OF A
 AY1481'WATER METER COVER PLATE.
 AY1481'THE MARK IS 0.3 M ABOVE SHCNEIDER STREET.
 AY1481
 AY1481                          STATION RECOVERY (1995)
 AY1481
 AY1481'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1481'RECOVERED IN GOOD CONDITION.
 AY1481
 AY1481                          STATION RECOVERY (2005)
 AY1481
 AY1481'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1920 ***********************************************************************
 AN1920  DESIGNATION -  E 1382
 AN1920  PID         -  AN1920
 AN1920  STATE/COUNTY-  TX/BEE
 AN1920  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1920
 AN1920                         *CURRENT SURVEY CONTROL
 AN1920  ___________________________________________________________________
 AN1920* NAD 83(1986)-  28 25 02.     (N)    097 45 22.     (W)     SCALED    
 AN1920* NAVD 88     -        76.954  (meters)     252.47   (feet)  ADJUSTED  
 AN1920  ___________________________________________________________________
 AN1920  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN1920  DYNAMIC HT  -          76.839 (meters)     252.10  (feet)  COMP
 AN1920  MODELED GRAV-     979,153.6   (mgal)                       NAVD 88
 AN1920
 AN1920  VERT ORDER  -  FIRST     CLASS II
 AN1920
 AN1920.The horizontal coordinates were scaled from a topographic map and have
 AN1920.an estimated accuracy of +/- 6 seconds.
 AN1920
 AN1920.The orthometric height was determined by differential leveling
 AN1920.and adjusted by the National Geodetic Survey in June 1991..
 AN1920
 AN1920.The geoid height was determined by GEOID03.
 AN1920
 AN1920.The dynamic height is computed by dividing the NAVD 88
 AN1920.geopotential number by the normal gravity value computed on the
 AN1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1920.degrees latitude (g = 980.6199 gals.).
 AN1920
 AN1920.The modeled gravity was interpolated from observed gravity values.
 AN1920
 AN1920;                    North         East    Units  Estimated Accuracy
 AN1920;SPC TXSC     - 4,065,360.      721,870.      MT  (+/- 180 meters Scaled)
 AN1920
 AN1920                          SUPERSEDED SURVEY CONTROL
 AN1920
 AN1920.No superseded survey control is available for this station.
 AN1920
 AN1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS218440(NAD 83)
 AN1920_MARKER: I = METAL ROD
 AN1920_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1920_SP_SET: STAINLESS STEEL ROD
 AN1920_STAMPING: E 1382 1981
 AN1920_MARK LOGO: NGS   
 AN1920_PROJECTION: RECESSED 4 CENTIMETERS
 AN1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1920_ROD/PIPE-DEPTH: 3.8  meters
 AN1920
 AN1920  HISTORY     - Date     Condition        Report By
 AN1920  HISTORY     - 1981     MONUMENTED       NGS
 AN1920  HISTORY     - 19960727 GOOD             USPSQD
 AN1920
 AN1920                          STATION DESCRIPTION
 AN1920
 AN1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1920'2.0 KM (1.25 MI) NW FROM BEEVILLE.
 AN1920'2.0 KM (1.25 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 181 BUSINESS FROM
 AN1920'THE COURTHOUSE IN BEEVILLE, AT THE CHAMBER OF COMMERCE OFFICE AT THE
 AN1920'JUNCTION OF WEST HARWOOD STREET, 31.0 METERS (102 FT) WEST-SOUTHWEST
 AN1920'OF THE CENTERLINE OF THE HIGHWAY, 17.0 METERS (56.0 FT)
 AN1920'SOUTH-SOUTHEAST OF THE CENTER OF HARWOOD STREET, 9.9 METERS (32.5 FT)
 AN1920'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE CHAMBER OF COMMERCE
 AN1920'BUILDING, 4.2 METERS (14.0 FT) EAST-NORTHEAST OF THE NORTHWEST CORNER
 AN1920'OF THE BUILDING, 1.3 METERS (4.5 FT) NORTH OF THE NORTH FACE OF THE
 AN1920'BUILDING, 0.9 METER (3.0 FT) EAST OF THE EAST EDGE OF A SIDEWALK.  ROD
 AN1920'WAS DRIVEN TO REFUSAL.
 AN1920'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AN1920
 AN1920                          STATION RECOVERY (1996)
 AN1920
 AN1920'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0413 ***********************************************************************
 CE0413  DESIGNATION -  E 1383
 CE0413  PID         -  CE0413
 CE0413  STATE/COUNTY-  TX/EL PASO
 CE0413  USGS QUAD   -  FORT BLISS NE (1995)
 CE0413
 CE0413                         *CURRENT SURVEY CONTROL
 CE0413  ___________________________________________________________________
 CE0413* NAD 83(1986)-  31 55 32.     (N)    106 22 17.     (W)     SCALED    
 CE0413* NAVD 88     -      1206.077  (meters)    3956.94   (feet)  ADJUSTED  
 CE0413  ___________________________________________________________________
 CE0413  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CE0413  DYNAMIC HT  -        1204.243 (meters)    3950.92  (feet)  COMP
 CE0413  MODELED GRAV-     979,077.9   (mgal)                       NAVD 88
 CE0413
 CE0413  VERT ORDER  -  FIRST     CLASS II
 CE0413
 CE0413.The horizontal coordinates were scaled from a topographic map and have
 CE0413.an estimated accuracy of +/- 6 seconds.
 CE0413
 CE0413.The orthometric height was determined by differential leveling
 CE0413.and adjusted by the National Geodetic Survey in June 1991..
 CE0413
 CE0413.The geoid height was determined by GEOID03.
 CE0413
 CE0413.The dynamic height is computed by dividing the NAVD 88
 CE0413.geopotential number by the normal gravity value computed on the
 CE0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0413.degrees latitude (g = 980.6199 gals.).
 CE0413
 CE0413.The modeled gravity was interpolated from observed gravity values.
 CE0413
 CE0413;                    North         East    Units  Estimated Accuracy
 CE0413;SPC TX C     - 3,265,920.      129,260.      MT  (+/- 180 meters Scaled)
 CE0413
 CE0413                          SUPERSEDED SURVEY CONTROL
 CE0413
 CE0413.No superseded survey control is available for this station.
 CE0413
 CE0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR703330(NAD 83)
 CE0413_MARKER: I = METAL ROD
 CE0413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0413_SP_SET: STAINLESS STEEL ROD
 CE0413_STAMPING: E 1383 1981
 CE0413_MARK LOGO: NGS   
 CE0413_PROJECTION: FLUSH
 CE0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0413_ROD/PIPE-DEPTH: 7.3  meters
 CE0413
 CE0413  HISTORY     - Date     Condition        Report By
 CE0413  HISTORY     - 1981     MONUMENTED       NGS
 CE0413
 CE0413                          STATION DESCRIPTION
 CE0413
 CE0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0413'11.1 KM (6.9 MI) SW FROM NEWMAN.
 CE0413'4.6 KM (2.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE
 CE0413'NEW MEXICO-TEXAS STATE LINE IN NEWMAN, THENCE 5.2 KM (3.25 MI)
 CE0413'SOUTHWEST ALONG A PAVED ROAD, THENCE 1.3 KM (0.8 MI) SOUTHWEST ALONG
 CE0413'THE SOUTHERN PACIFIC RAILROAD, 11.7 METERS (38.5 FT)
 CE0413'NORTHWEST OF THE NEAR RAIL, 7.2 METERS (23.5 FT) SOUTHEAST OF THE
 CE0413'CENTER OF A DIRT ROAD AND 0.9 METER (2.8 FT) NORTH-NORTHEAST OF
 CE0413'MILEPOST 1310.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CE0413'LOGO CAP.
 CE0413'THE MARK IS 0.8 METERS  SSW FROM A WITNESS POST.
 CE0413'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0407 ***********************************************************************
 CE0407  DESIGNATION -  E 1384
 CE0407  PID         -  CE0407
 CE0407  STATE/COUNTY-  TX/EL PASO
 CE0407  USGS QUAD   -  HELMS WEST WELL (1995)
 CE0407
 CE0407                         *CURRENT SURVEY CONTROL
 CE0407  ___________________________________________________________________
 CE0407* NAD 83(1986)-  31 49 40.     (N)    106 06 58.     (W)     SCALED    
 CE0407* NAVD 88     -      1267.685  (meters)    4159.06   (feet)  ADJUSTED  
 CE0407  ___________________________________________________________________
 CE0407  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CE0407  DYNAMIC HT  -        1265.768 (meters)    4152.77  (feet)  COMP
 CE0407  MODELED GRAV-     979,083.1   (mgal)                       NAVD 88
 CE0407
 CE0407  VERT ORDER  -  FIRST     CLASS I
 CE0407
 CE0407.The horizontal coordinates were scaled from a topographic map and have
 CE0407.an estimated accuracy of +/- 6 seconds.
 CE0407
 CE0407.The orthometric height was determined by differential leveling
 CE0407.and adjusted by the National Geodetic Survey in November 1996..
 CE0407
 CE0407.The geoid height was determined by GEOID03.
 CE0407
 CE0407.The dynamic height is computed by dividing the NAVD 88
 CE0407.geopotential number by the normal gravity value computed on the
 CE0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0407.degrees latitude (g = 980.6199 gals.).
 CE0407
 CE0407.The modeled gravity was interpolated from observed gravity values.
 CE0407
 CE0407;                    North         East    Units  Estimated Accuracy
 CE0407;SPC TX C     - 3,253,810.      152,800.      MT  (+/- 180 meters Scaled)
 CE0407
 CE0407                          SUPERSEDED SURVEY CONTROL
 CE0407
 CE0407  NAVD 88 (06/15/91) 1267.659  (m)         4158.98   (f) UNKNOWN     1 1
 CE0407
 CE0407.Superseded values are not recommended for survey control.
 CE0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0407.See file dsdata.txt to determine how the superseded data were derived.
 CE0407
 CE0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR943218(NAD 83)
 CE0407_MARKER: DV = VERTICAL CONTROL DISK
 CE0407_SETTING: 66 = SET IN ROCK OUTCROP
 CE0407_SP_SET: BEDROCK
 CE0407_STAMPING: E 1384 1981
 CE0407_MARK LOGO: NGS   
 CE0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0407+STABILITY: POSITION/ELEVATION WELL
 CE0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0407+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0407
 CE0407  HISTORY     - Date     Condition        Report By
 CE0407  HISTORY     - 1981     MONUMENTED       NGS
 CE0407  HISTORY     - 19921117 GOOD             NGS
 CE0407
 CE0407                          STATION DESCRIPTION
 CE0407
 CE0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0407'29.9 KM (18.55 MI) EAST FROM EL PASO.
 CE0407'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CE0407'29.9 KM (18.55 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0407'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0407'IN A 20 BY 30 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 23.0 METERS
 CE0407'(75.4 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2.1
 CE0407'METERS (6.9 FT) SOUTH-SOUTHEAST OF A FENCE.
 CE0407'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CE0407
 CE0407                          STATION RECOVERY (1992)
 CE0407
 CE0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0407'29.8 KM (18.50 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0407'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, NEAR THE NORTH END OF A
 CE0407'20 BY 30-FOOT AREA OF OUTCROPPING BEDROCK, 87.0 M (285.4 FT) WEST OF
 CE0407'THE CENTER OF A GRAVELED ROAD LEADING NORTH, 23.0 M (75.5 FT) NORTH
 CE0407'OF THE HIGHWAY CENTERLINE, 2.1 M (6.9 FT) SOUTH OF A FENCE, 0.6 M
 CE0407'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF
 CE0407'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1892 ***********************************************************************
 AN1892  DESIGNATION -  E 1385
 AN1892  PID         -  AN1892
 AN1892  STATE/COUNTY-  TX/SAN PATRICIO
 AN1892  USGS QUAD   -  SINTON WEST (1979)
 AN1892
 AN1892                         *CURRENT SURVEY CONTROL
 AN1892  ___________________________________________________________________
 AN1892* NAD 83(1986)-  28 06 53.     (N)    097 33 50.     (W)     SCALED    
 AN1892* NAVD 88     -        27.075  (meters)      88.83   (feet)  ADJUSTED  
 AN1892  ___________________________________________________________________
 AN1892  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1892  DYNAMIC HT  -          27.034 (meters)      88.69  (feet)  COMP
 AN1892  MODELED GRAV-     979,136.1   (mgal)                       NAVD 88
 AN1892
 AN1892  VERT ORDER  -  FIRST     CLASS II
 AN1892
 AN1892.The horizontal coordinates were scaled from a topographic map and have
 AN1892.an estimated accuracy of +/- 6 seconds.
 AN1892
 AN1892.The orthometric height was determined by differential leveling
 AN1892.and adjusted by the National Geodetic Survey in June 1991..
 AN1892
 AN1892.The geoid height was determined by GEOID03.
 AN1892
 AN1892.The dynamic height is computed by dividing the NAVD 88
 AN1892.geopotential number by the normal gravity value computed on the
 AN1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1892.degrees latitude (g = 980.6199 gals.).
 AN1892
 AN1892.The modeled gravity was interpolated from observed gravity values.
 AN1892
 AN1892;                    North         East    Units  Estimated Accuracy
 AN1892;SPC TX S     - 5,271,580.      391,990.      MT  (+/- 180 meters Scaled)
 AN1892
 AN1892                          SUPERSEDED SURVEY CONTROL
 AN1892
 AN1892.No superseded survey control is available for this station.
 AN1892
 AN1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS410107(NAD 83)
 AN1892_MARKER: I = METAL ROD
 AN1892_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1892_SP_SET: STAINLESS STEEL ROD
 AN1892_STAMPING: E 1385 1981
 AN1892_MARK LOGO: NGS   
 AN1892_PROJECTION: RECESSED 6 CENTIMETERS
 AN1892_MAGNETIC: I = MARKER IS A STEEL ROD
 AN1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1892+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 AN1892_ROD/PIPE-DEPTH: 8.0  meters
 AN1892
 AN1892  HISTORY     - Date     Condition        Report By
 AN1892  HISTORY     - 1981     MONUMENTED       NGS
 AN1892  HISTORY     - 1987     GOOD             NGS
 AN1892  HISTORY     - 19950610 GOOD             USPSQD
 AN1892  HISTORY     - 19970210 GOOD             NGS
 AN1892
 AN1892                          STATION DESCRIPTION
 AN1892
 AN1892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1892'10.1 KM (6.35 MI) NW FROM SINTON.
 AN1892'10.1 KM (6.35 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE POST
 AN1892'OFFICE IN SINTON, AT THE JUNCTION OF FLITCHER ROAD LEADING WEST,
 AN1892'APPROXIMATELY 200 METERS SOUTHEAST OF A METAL GATE AT A FENCE
 AN1892'JUNCTION, 40.8 METERS (134 FT) NORTHEAST OF THE CENTERLINE OF THE
 AN1892'HIGHWAY, 14.4 METERS (47.2 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 AN1892'SOUTHERN PACIFIC RAILROAD, 35.6 METERS (117 FT) NORTHWEST OF THE
 AN1892'EXTENDED CENTERLINE OF THE ROAD, 1.2 METERS (4.0 FT) NORTHWEST OF THE
 AN1892'NORTHWESTERNMOST ONE OF THREE FENCE LINE BRACE POSTS, 0.3 METER
 AN1892'(1.0 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 AN1892'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 AN1892'THE MARK IS 0.6 M BELOW THE TRACKS.
 AN1892
 AN1892                          STATION RECOVERY (1987)
 AN1892
 AN1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN1892'RECOVERED IN GOOD CONDITION.
 AN1892
 AN1892                          STATION RECOVERY (1995)
 AN1892
 AN1892'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1892'RECOVERED IN GOOD CONDITION.
 AN1892
 AN1892                          STATION RECOVERY (1997)
 AN1892
 AN1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1892'10.0 KM (6.20 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AN1892'JUNCTION OF STATE HIGHWAY 881 IN SINTON, 56.0 M (183.7 FT) NORTHWEST
 AN1892'OF THE EXTENDED CENTER OF FLITCHER ROAD, 40.8 M (133.9 FT) NORTHEAST
 AN1892'OF THE HIGHWAY CENTERLINE, 15.2 M (49.9 FT) NORTHEAST OF THE CENTER OF
 AN1892'A RAILROAD GRADE (TRACK REMOVED) , 1.1 M (3.6 FT) NORTHEAST OF THE
 AN1892'NORTHWEST END OF 3 BRACED FENCE POSTS, 0.5 M (1.6 FT) SOUTHEAST OF A
 AN1892'WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 AN1892'(1.0 FT) SOUTHWEST OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AN1892'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1086 ***********************************************************************
 AH1086  DESIGNATION -  E 1387
 AH1086  PID         -  AH1086
 AH1086  STATE/COUNTY-  TX/KENEDY
 AH1086  USGS QUAD   -  TURCOTTE (1979)
 AH1086
 AH1086                         *CURRENT SURVEY CONTROL
 AH1086  ___________________________________________________________________
 AH1086* NAD 83(1986)-  27 02 21.     (N)    097 47 41.     (W)     SCALED    
 AH1086* NAVD 88     -        11.345  (meters)      37.22   (feet)  ADJUSTED  
 AH1086  ___________________________________________________________________
 AH1086  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AH1086  DYNAMIC HT  -          11.327 (meters)      37.16  (feet)  COMP
 AH1086  MODELED GRAV-     979,082.0   (mgal)                       NAVD 88
 AH1086
 AH1086  VERT ORDER  -  FIRST     CLASS II
 AH1086
 AH1086.The horizontal coordinates were scaled from a topographic map and have
 AH1086.an estimated accuracy of +/- 6 seconds.
 AH1086
 AH1086.The orthometric height was determined by differential leveling
 AH1086.and adjusted by the National Geodetic Survey in June 1991..
 AH1086
 AH1086.The geoid height was determined by GEOID03.
 AH1086
 AH1086.The dynamic height is computed by dividing the NAVD 88
 AH1086.geopotential number by the normal gravity value computed on the
 AH1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1086.degrees latitude (g = 980.6199 gals.).
 AH1086
 AH1086.The modeled gravity was interpolated from observed gravity values.
 AH1086
 AH1086;                    North         East    Units  Estimated Accuracy
 AH1086;SPC TX S     - 5,152,260.      369,970.      MT  (+/- 180 meters Scaled)
 AH1086
 AH1086                          SUPERSEDED SURVEY CONTROL
 AH1086
 AH1086.No superseded survey control is available for this station.
 AH1086
 AH1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ195913(NAD 83)
 AH1086_MARKER: I = METAL ROD
 AH1086_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1086_SP_SET: STAINLESS STEEL ROD
 AH1086_STAMPING: E 1387 1981
 AH1086_MARK LOGO: NGS   
 AH1086_PROJECTION: RECESSED 3 CENTIMETERS
 AH1086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1086+STABILITY: POSITION/ELEVATION WELL
 AH1086_ROD/PIPE-DEPTH: 13.4 meters
 AH1086
 AH1086  HISTORY     - Date     Condition        Report By
 AH1086  HISTORY     - 1981     MONUMENTED       NGS
 AH1086
 AH1086                          STATION DESCRIPTION
 AH1086
 AH1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1086'20.7 KM (12.8 MI) SOUTH FROM SARITA.
 AH1086'20.7 KM (12.85 MI) SOUTH ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM THE
 AH1086'JUNCTION OF A PAVED ROAD LEADING WEST TO THE POST OFFICE IN SARITA,
 AH1086'0.81 KM (0.05 MI) NORTH OF A SMALL BRIDGE, 48.5 METERS (159 FT) WEST
 AH1086'OF THE CENTERLINE OF THE HIGHWAY, 14.3 METERS (47.0 FT) WEST OF THE
 AH1086'WEST RAIL OF THE MISSOURI PACIFIC RAILROAD, 0.6 METER (2.0 FT) SOUTH
 AH1086'OF A NORTH-SOUTH-WEST FENCE INTERSECTION, 0.15 METER (0.5 FT) EAST OF
 AH1086'A FENCE LINE, 45.9 METERS (150.5 FT) SOUTHWEST OF THE RAILROAD MARKER
 AH1086'NUMBER 85.  NOTE-DESIGNATED CLASS A DUE TO SOIL AND CLIMATE FACTOR.
 AH1086'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AH1086'THE MARK IS 0.30 M ABOVE THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0822 ***********************************************************************
 CD0822  DESIGNATION -  E 1389
 CD0822  PID         -  CD0822
 CD0822  STATE/COUNTY-  TX/CULBERSON
 CD0822  USGS QUAD   -  VAN HORN (1979)
 CD0822
 CD0822                         *CURRENT SURVEY CONTROL
 CD0822  ___________________________________________________________________
 CD0822* NAD 83(1986)-  31 02 11.     (N)    104 52 15.     (W)     SCALED    
 CD0822* NAVD 88     -      1274.557  (meters)    4181.61   (feet)  ADJUSTED  
 CD0822  ___________________________________________________________________
 CD0822  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CD0822  DYNAMIC HT  -        1272.545 (meters)    4175.01  (feet)  COMP
 CD0822  MODELED GRAV-     979,017.3   (mgal)                       NAVD 88
 CD0822
 CD0822  VERT ORDER  -  FIRST     CLASS II
 CD0822
 CD0822.The horizontal coordinates were scaled from a topographic map and have
 CD0822.an estimated accuracy of +/- 6 seconds.
 CD0822
 CD0822.The orthometric height was determined by differential leveling
 CD0822.and adjusted by the National Geodetic Survey in June 1991..
 CD0822
 CD0822.The geoid height was determined by GEOID03.
 CD0822
 CD0822.The dynamic height is computed by dividing the NAVD 88
 CD0822.geopotential number by the normal gravity value computed on the
 CD0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0822.degrees latitude (g = 980.6199 gals.).
 CD0822
 CD0822.The modeled gravity was interpolated from observed gravity values.
 CD0822
 CD0822;                    North         East    Units  Estimated Accuracy
 CD0822;SPC TX C     - 3,160,670.      266,990.      MT  (+/- 180 meters Scaled)
 CD0822
 CD0822                          SUPERSEDED SURVEY CONTROL
 CD0822
 CD0822.No superseded survey control is available for this station.
 CD0822
 CD0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ123336(NAD 83)
 CD0822_MARKER: I = METAL ROD
 CD0822_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0822+WITH SETTING: INFORMATION.
 CD0822_SP_SET: SHALLOW SET METAL ROD
 CD0822_STAMPING: E 1389 1981
 CD0822_MARK LOGO: NGS   
 CD0822_PROJECTION: FLUSH
 CD0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0822_ROD/PIPE-DEPTH: 1.2  meters
 CD0822
 CD0822  HISTORY     - Date     Condition        Report By
 CD0822  HISTORY     - 1981     MONUMENTED       NGS
 CD0822  HISTORY     - 1990     GOOD             USPSQD
 CD0822
 CD0822                          STATION DESCRIPTION
 CD0822
 CD0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0822'3.8 KM (2.35 MI) WEST FROM VAN HORN.
 CD0822'3.8 KM (2.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0822'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.3 KM (0.2 MI) WEST
 CD0822'OF MILE POST 138, 49.7 METERS (163.0 FT) SOUTH OF THE CENTERLINE
 CD0822'OF THE EAST BOUND LANES OF THE HIGHWAY, 14.9 METERS (49.0 FT) SOUTH
 CD0822'OF THE CENTER OF A FRONTAGE ROAD AND 2.9 METERS (9.5 FT) EAST OF
 CD0822'A UTILITY POLE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CD0822'CAP.
 CD0822'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST AND FENCE
 CD0822'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CD0822
 CD0822                          STATION RECOVERY (1990)
 CD0822
 CD0822'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0027 ***********************************************************************
 FL0027  DESIGNATION -  E 139
 FL0027  PID         -  FL0027
 FL0027  STATE/COUNTY-  TX/HEMPHILL
 FL0027  USGS QUAD   -  DADS CREEK (1967)
 FL0027
 FL0027                         *CURRENT SURVEY CONTROL
 FL0027  ___________________________________________________________________
 FL0027* NAD 83(1986)-  35 40 32.     (N)    100 21 57.     (W)     SCALED    
 FL0027* NAVD 88     -       844.183  (meters)    2769.62   (feet)  ADJUSTED  
 FL0027  ___________________________________________________________________
 FL0027  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 FL0027  DYNAMIC HT  -         843.253 (meters)    2766.57  (feet)  COMP
 FL0027  MODELED GRAV-     979,504.6   (mgal)                       NAVD 88
 FL0027
 FL0027  VERT ORDER  -  FIRST     CLASS II
 FL0027
 FL0027.The horizontal coordinates were scaled from a topographic map and have
 FL0027.an estimated accuracy of +/- 6 seconds.
 FL0027
 FL0027.The orthometric height was determined by differential leveling
 FL0027.and adjusted by the National Geodetic Survey in June 1991..
 FL0027
 FL0027.The geoid height was determined by GEOID03.
 FL0027
 FL0027.The dynamic height is computed by dividing the NAVD 88
 FL0027.geopotential number by the normal gravity value computed on the
 FL0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0027.degrees latitude (g = 980.6199 gals.).
 FL0027
 FL0027.The modeled gravity was interpolated from observed gravity values.
 FL0027
 FL0027;                    North         East    Units  Estimated Accuracy
 FL0027;SPC TX N     - 1,186,470.      302,670.      MT  (+/- 180 meters Scaled)
 FL0027
 FL0027                          SUPERSEDED SURVEY CONTROL
 FL0027
 FL0027  NGVD 29 (??/??/92)  843.821  (m)         2768.44   (f) ADJ UNCH    1 2
 FL0027
 FL0027.Superseded values are not recommended for survey control.
 FL0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0027.See file dsdata.txt to determine how the superseded data were derived.
 FL0027
 FL0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE763488(NAD 83)
 FL0027_MARKER: DB = BENCH MARK DISK
 FL0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0027_STAMPING: E-139 1934
 FL0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0027+STABILITY: SURFACE MOTION
 FL0027
 FL0027  HISTORY     - Date     Condition        Report By
 FL0027  HISTORY     - 1934     MONUMENTED       CGS
 FL0027
 FL0027                          STATION DESCRIPTION
 FL0027
 FL0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0027'17.3 MI N FROM WHEELER.
 FL0027'17.3 MILES NORTH OF WHEELER CO. COURT HOUSE AT WHEELER 0.2 MILE NORTH
 FL0027'OF TOP OF HILL, 54 FEET EAST OF CENTER LINE OF HIGHWAY U.S. 83, ON
 FL0027'HIGHWAY RIGHT OF WAY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0608 ***********************************************************************
 CC0608  DESIGNATION -  E 1390
 CC0608  PID         -  CC0608
 CC0608  STATE/COUNTY-  TX/WARD
 CC0608  USGS QUAD   -  PYOTE EAST (1981)
 CC0608
 CC0608                         *CURRENT SURVEY CONTROL
 CC0608  ___________________________________________________________________
 CC0608* NAD 83(1986)-  31 33 04.     (N)    103 03 15.     (W)     SCALED    
 CC0608* NAVD 88     -       807.483  (meters)    2649.22   (feet)  ADJUSTED  
 CC0608  ___________________________________________________________________
 CC0608  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CC0608  DYNAMIC HT  -         806.344 (meters)    2645.48  (feet)  COMP
 CC0608  MODELED GRAV-     979,202.1   (mgal)                       NAVD 88
 CC0608
 CC0608  VERT ORDER  -  FIRST     CLASS II
 CC0608
 CC0608.The horizontal coordinates were scaled from a topographic map and have
 CC0608.an estimated accuracy of +/- 6 seconds.
 CC0608
 CC0608.The orthometric height was determined by differential leveling
 CC0608.and adjusted by the National Geodetic Survey in June 1991..
 CC0608
 CC0608.The geoid height was determined by GEOID03.
 CC0608
 CC0608.The dynamic height is computed by dividing the NAVD 88
 CC0608.geopotential number by the normal gravity value computed on the
 CC0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0608.degrees latitude (g = 980.6199 gals.).
 CC0608
 CC0608.The modeled gravity was interpolated from observed gravity values.
 CC0608
 CC0608;                    North         East    Units  Estimated Accuracy
 CC0608;SPC TX C     - 3,212,060.      441,700.      MT  (+/- 180 meters Scaled)
 CC0608
 CC0608                          SUPERSEDED SURVEY CONTROL
 CC0608
 CC0608.No superseded survey control is available for this station.
 CC0608
 CC0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ847923(NAD 83)
 CC0608_MARKER: I = METAL ROD
 CC0608_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0608+WITH SETTING: INFORMATION.
 CC0608_SP_SET: SHALLOW SET METAL ROD
 CC0608_STAMPING: E 1390 1981
 CC0608_MARK LOGO: NGS   
 CC0608_PROJECTION: FLUSH
 CC0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0608_ROD/PIPE-DEPTH: 1.5  meters
 CC0608
 CC0608  HISTORY     - Date     Condition        Report By
 CC0608  HISTORY     - 1981     MONUMENTED       NGS
 CC0608
 CC0608                          STATION DESCRIPTION
 CC0608
 CC0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0608'16.2 KM (10.05 MI) SW FROM MONAHANS.
 CC0608'16.2 KM (10.05 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 CC0608'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, AT A SIDE ROAD
 CC0608'LEADING NORTH-NORTHWEST, 29.6 METERS (97.0 FT) NORTH-NORTHWEST OF
 CC0608'THE NEAR RAIL, 10.7 METERS (35.0 FT) WEST-SOUTHWEST OF THE CENTER
 CC0608'OF A DIRT ROAD LEADING NORTH-NORTHWEST.  NOTE=ACCESS TO THE DATUM
 CC0608'POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0608'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 CC0608'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0570 ***********************************************************************
 CC0570  DESIGNATION -  E 1391
 CC0570  PID         -  CC0570
 CC0570  STATE/COUNTY-  TX/REEVES
 CC0570  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0570
 CC0570                         *CURRENT SURVEY CONTROL
 CC0570  ___________________________________________________________________
 CC0570* NAD 83(1986)-  31 39 25.     (N)    103 37 37.     (W)     SCALED    
 CC0570* NAVD 88     -       813.150  (meters)    2667.81   (feet)  ADJUSTED  
 CC0570  ___________________________________________________________________
 CC0570  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CC0570  DYNAMIC HT  -         811.956 (meters)    2663.89  (feet)  COMP
 CC0570  MODELED GRAV-     979,145.7   (mgal)                       NAVD 88
 CC0570
 CC0570  VERT ORDER  -  FIRST     CLASS II
 CC0570
 CC0570.The horizontal coordinates were scaled from a topographic map and have
 CC0570.an estimated accuracy of +/- 6 seconds.
 CC0570
 CC0570.The orthometric height was determined by differential leveling
 CC0570.and adjusted by the National Geodetic Survey in June 1991..
 CC0570
 CC0570.The geoid height was determined by GEOID03.
 CC0570
 CC0570.The dynamic height is computed by dividing the NAVD 88
 CC0570.geopotential number by the normal gravity value computed on the
 CC0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0570.degrees latitude (g = 980.6199 gals.).
 CC0570
 CC0570.The modeled gravity was interpolated from observed gravity values.
 CC0570
 CC0570;                    North         East    Units  Estimated Accuracy
 CC0570;SPC TX C     - 3,225,260.      387,690.      MT  (+/- 180 meters Scaled)
 CC0570
 CC0570                          SUPERSEDED SURVEY CONTROL
 CC0570
 CC0570.No superseded survey control is available for this station.
 CC0570
 CC0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR301032(NAD 83)
 CC0570_MARKER: I = METAL ROD
 CC0570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0570_SP_SET: STAINLESS STEEL ROD
 CC0570_STAMPING: E 1391 1981
 CC0570_MARK LOGO: NGS   
 CC0570_PROJECTION: FLUSH
 CC0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0570_ROD/PIPE-DEPTH: 13.4 meters
 CC0570
 CC0570  HISTORY     - Date     Condition        Report By
 CC0570  HISTORY     - 1981     MONUMENTED       NGS
 CC0570
 CC0570                          STATION DESCRIPTION
 CC0570
 CC0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0570'30.7 KM (19.1 MI) NORTH FROM PECOS.
 CC0570'30.7 KM (19.1 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0570'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0570'PECOS, 0.2 KM (0.1 MI) SOUTHEAST OF MILE POST 252, 0.6 KM (0.4 MI)
 CC0570'SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 302, 11.8 METERS
 CC0570'(38.7 FT) SOUTHWEST OF THE NEAR RAIL, AND 10.4 METERS (34.0 FT)
 CC0570'NORTHEAST OF THE CENTER OF A GRAVEL ROAD.  NOTE=ACCESS TO THE
 CC0570'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0570'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CC0570'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0841 ***********************************************************************
 CD0841  DESIGNATION -  E 1392
 CD0841  PID         -  CD0841
 CD0841  STATE/COUNTY-  TX/HUDSPETH
 CD0841  USGS QUAD   -  MOLESWORTH MESA NORTH (1979)
 CD0841
 CD0841                         *CURRENT SURVEY CONTROL
 CD0841  ___________________________________________________________________
 CD0841* NAD 83(1986)-  31 47 29.     (N)    105 32 28.     (W)     SCALED    
 CD0841* NAVD 88     -      1341.721  (meters)    4401.96   (feet)  ADJUSTED  
 CD0841  ___________________________________________________________________
 CD0841  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0841  DYNAMIC HT  -        1339.664 (meters)    4395.21  (feet)  COMP
 CD0841  MODELED GRAV-     979,059.8   (mgal)                       NAVD 88
 CD0841
 CD0841  VERT ORDER  -  FIRST     CLASS II
 CD0841
 CD0841.The horizontal coordinates were scaled from a topographic map and have
 CD0841.an estimated accuracy of +/- 6 seconds.
 CD0841
 CD0841.The orthometric height was determined by differential leveling
 CD0841.and adjusted by the National Geodetic Survey in June 1991..
 CD0841
 CD0841.The geoid height was determined by GEOID03.
 CD0841
 CD0841.The dynamic height is computed by dividing the NAVD 88
 CD0841.geopotential number by the normal gravity value computed on the
 CD0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0841.degrees latitude (g = 980.6199 gals.).
 CD0841
 CD0841.The modeled gravity was interpolated from observed gravity values.
 CD0841
 CD0841;                    North         East    Units  Estimated Accuracy
 CD0841;SPC TX C     - 3,247,090.      206,980.      MT  (+/- 180 meters Scaled)
 CD0841
 CD0841                          SUPERSEDED SURVEY CONTROL
 CD0841
 CD0841.No superseded survey control is available for this station.
 CD0841
 CD0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR487174(NAD 83)
 CD0841_MARKER: I = METAL ROD
 CD0841_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0841+WITH SETTING: INFORMATION.
 CD0841_SP_SET: SHALLOW SET METAL ROD
 CD0841_STAMPING: E 1392 1981
 CD0841_MARK LOGO: NGS   
 CD0841_PROJECTION: FLUSH
 CD0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0841_ROD/PIPE-DEPTH: 3.0  meters
 CD0841
 CD0841  HISTORY     - Date     Condition        Report By
 CD0841  HISTORY     - 1981     MONUMENTED       NGS
 CD0841
 CD0841                          STATION DESCRIPTION
 CD0841
 CD0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0841'87.9 KM (54.6 MI) EAST FROM EL PASO.
 CD0841'87.9 KM (54.6 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0841'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0841'0.4 KM (0.25 MI) EAST-SOUTHEAST OF A ROAD LEADING NORTH, 62.8 METERS
 CD0841'(206.0 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BOX CULVERT,
 CD0841'22.6 METERS (74.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 CD0841'AND 0.5 METER (1.5 FT) NORTH-NORTHEAST OF A FENCE.  NOTE=ACCESS TO
 CD0841'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0841'THE MARK IS 0.5 METERS  NNE FROM  A WITNESS POST AND FENCE
 CD0841'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0387 ***********************************************************************
 CE0387  DESIGNATION -  E 1393
 CE0387  PID         -  CE0387
 CE0387  STATE/COUNTY-  TX/EL PASO
 CE0387  USGS QUAD   -  TORNILLO (1972)
 CE0387
 CE0387                         *CURRENT SURVEY CONTROL
 CE0387  ___________________________________________________________________
 CE0387* NAD 83(1986)-  31 24 06.     (N)    106 01 00.     (W)     SCALED    
 CE0387* NAVD 88     -      1087.667  (meters)    3568.45   (feet)  ADJUSTED  
 CE0387  ___________________________________________________________________
 CE0387  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0387  DYNAMIC HT  -        1085.968 (meters)    3562.88  (feet)  COMP
 CE0387  MODELED GRAV-     979,042.3   (mgal)                       NAVD 88
 CE0387
 CE0387  VERT ORDER  -  FIRST     CLASS II
 CE0387
 CE0387.The horizontal coordinates were scaled from a topographic map and have
 CE0387.an estimated accuracy of +/- 6 seconds.
 CE0387
 CE0387.The orthometric height was determined by differential leveling
 CE0387.and adjusted by the National Geodetic Survey in June 1991..
 CE0387
 CE0387.The geoid height was determined by GEOID03.
 CE0387
 CE0387.The dynamic height is computed by dividing the NAVD 88
 CE0387.geopotential number by the normal gravity value computed on the
 CE0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0387.degrees latitude (g = 980.6199 gals.).
 CE0387
 CE0387.The modeled gravity was interpolated from observed gravity values.
 CE0387
 CE0387;                    North         East    Units  Estimated Accuracy
 CE0387;SPC TX C     - 3,206,140.      159,790.      MT  (+/- 180 meters Scaled)
 CE0387
 CE0387                          SUPERSEDED SURVEY CONTROL
 CE0387
 CE0387.No superseded survey control is available for this station.
 CE0387
 CE0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ033745(NAD 83)
 CE0387_MARKER: I = METAL ROD
 CE0387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0387_SP_SET: STAINLESS STEEL ROD
 CE0387_STAMPING: E 1393 1981
 CE0387_MARK LOGO: NGS   
 CE0387_PROJECTION: FLUSH
 CE0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0387_ROD/PIPE-DEPTH: 11.3 meters
 CE0387
 CE0387  HISTORY     - Date     Condition        Report By
 CE0387  HISTORY     - 1981     MONUMENTED       NGS
 CE0387  HISTORY     - 1990     GOOD             USPSQD
 CE0387
 CE0387                          STATION DESCRIPTION
 CE0387
 CE0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0387'17.1 KM (10.65 MI) SE FROM FABENS.
 CE0387'17.1 KM (10.65 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CE0387'POST OFFICE IN FABENS, 14.7 METERS (48.2 FT) NORTHEAST OF THE
 CE0387'CENTERLINE OF THE HIGHWAY, 8.1 METERS (26.6 FT) SOUTHEAST OF A
 CE0387'TRACK ROAD AND 1.9 METERS (6.3 FT) NORTHWEST OF A UTILITY POLE.
 CE0387'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0387'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 CE0387'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0387
 CE0387                          STATION RECOVERY (1990)
 CE0387
 CE0387'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CE0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0779 ***********************************************************************
 CD0779  DESIGNATION -  E 1394
 CD0779  PID         -  CD0779
 CD0779  STATE/COUNTY-  TX/HUDSPETH
 CD0779  USGS QUAD   -  ESPERANZA (1972)
 CD0779
 CD0779                         *CURRENT SURVEY CONTROL
 CD0779  ___________________________________________________________________
 CD0779* NAD 83(1986)-  31 10 16.     (N)    105 39 23.     (W)     SCALED    
 CD0779* NAVD 88     -      1105.582  (meters)    3627.23   (feet)  ADJUSTED  
 CD0779  ___________________________________________________________________
 CD0779  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CD0779  DYNAMIC HT  -        1103.856 (meters)    3621.57  (feet)  COMP
 CD0779  MODELED GRAV-     979,042.0   (mgal)                       NAVD 88
 CD0779
 CD0779  VERT ORDER  -  FIRST     CLASS II
 CD0779
 CD0779.The horizontal coordinates were scaled from a topographic map and have
 CD0779.an estimated accuracy of +/- 6 seconds.
 CD0779
 CD0779.The orthometric height was determined by differential leveling
 CD0779.and adjusted by the National Geodetic Survey in June 1991..
 CD0779
 CD0779.The geoid height was determined by GEOID03.
 CD0779
 CD0779.The dynamic height is computed by dividing the NAVD 88
 CD0779.geopotential number by the normal gravity value computed on the
 CD0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0779.degrees latitude (g = 980.6199 gals.).
 CD0779
 CD0779.The modeled gravity was interpolated from observed gravity values.
 CD0779
 CD0779;                    North         East    Units  Estimated Accuracy
 CD0779;SPC TX C     - 3,178,910.      192,790.      MT  (+/- 180 meters Scaled)
 CD0779
 CD0779                          SUPERSEDED SURVEY CONTROL
 CD0779
 CD0779.No superseded survey control is available for this station.
 CD0779
 CD0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ374487(NAD 83)
 CD0779_MARKER: DB = BENCH MARK DISK
 CD0779_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0779_SP_SET: PIER
 CD0779_STAMPING: E 1394 1981
 CD0779_MARK LOGO: NGS   
 CD0779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0779+STABILITY: POSITION/ELEVATION WELL
 CD0779
 CD0779  HISTORY     - Date     Condition        Report By
 CD0779  HISTORY     - 1981     MONUMENTED       NGS
 CD0779
 CD0779                          STATION DESCRIPTION
 CD0779
 CD0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0779'31.6 KM (19.65 MI) NW FROM SIERRA BLANCA.
 CD0779'6.3 KM (3.9 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CD0779'THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI) SOUTH
 CD0779'ALONG A GRAVELED ROAD, THENCE 25.2 KM (15.65 MI) NORTHWEST ALONG
 CD0779'INTERSTATE HIGHWAY 10, AT THE JUNCTION OF FARM ROAD 34 (EXIT 87), SET
 CD0779'VERTICALLY IN THE NORTH FACE OF THE MOST WESTERLY ONE OF TWO
 CD0779'CONCRETE PIERS OF A HIGHWAY OVERPASS AND 13.9 METERS (45.6 FT)
 CD0779'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CD0779'HIGHWAY.
 CD0779'THE MARK IS 1.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0857 ***********************************************************************
 CD0857  DESIGNATION -  E 1395
 CD0857  PID         -  CD0857
 CD0857  STATE/COUNTY-  TX/CULBERSON
 CD0857  USGS QUAD   -  WILD HORSE (1979)
 CD0857
 CD0857                         *CURRENT SURVEY CONTROL
 CD0857  ___________________________________________________________________
 CD0857* NAD 83(1986)-  31 02 57.     (N)    104 39 57.     (W)     SCALED    
 CD0857* NAVD 88     -      1176.664  (meters)    3860.44   (feet)  ADJUSTED  
 CD0857  ___________________________________________________________________
 CD0857  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0857  DYNAMIC HT  -        1174.834 (meters)    3854.43  (feet)  COMP
 CD0857  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 CD0857
 CD0857  VERT ORDER  -  FIRST     CLASS II
 CD0857
 CD0857.The horizontal coordinates were scaled from a topographic map and have
 CD0857.an estimated accuracy of +/- 6 seconds.
 CD0857
 CD0857.The orthometric height was determined by differential leveling
 CD0857.and adjusted by the National Geodetic Survey in June 1991..
 CD0857
 CD0857.The geoid height was determined by GEOID03.
 CD0857
 CD0857.The dynamic height is computed by dividing the NAVD 88
 CD0857.geopotential number by the normal gravity value computed on the
 CD0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0857.degrees latitude (g = 980.6199 gals.).
 CD0857
 CD0857.The modeled gravity was interpolated from observed gravity values.
 CD0857
 CD0857;                    North         East    Units  Estimated Accuracy
 CD0857;SPC TX C     - 3,161,310.      286,590.      MT  (+/- 180 meters Scaled)
 CD0857
 CD0857                          SUPERSEDED SURVEY CONTROL
 CD0857
 CD0857.No superseded survey control is available for this station.
 CD0857
 CD0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ318350(NAD 83)
 CD0857_MARKER: I = METAL ROD
 CD0857_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0857_SP_SET: STAINLESS STEEL ROD
 CD0857_STAMPING: E 1395 1981
 CD0857_MARK LOGO: NGS   
 CD0857_PROJECTION: FLUSH
 CD0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0857+STABILITY: POSITION/ELEVATION WELL
 CD0857_ROD/PIPE-DEPTH: 4.6  meters
 CD0857
 CD0857  HISTORY     - Date     Condition        Report By
 CD0857  HISTORY     - 1981     MONUMENTED       NGS
 CD0857
 CD0857                          STATION DESCRIPTION
 CD0857
 CD0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0857'16.1 KM (10.0 MI) EAST FROM VAN HORN.
 CD0857'16.1 KM (10.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0857'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, AT THE T-JUNCTION OF
 CD0857'POWER LINES, 74.1 METERS (243.0 FT) NORTH AND ACROSS A FRONTAGE
 CD0857'ROAD FROM MILE POST 150, 47.2 METERS (155.0 FT) NORTH OF THE
 CD0857'CENTERLINE OF A FRONTAGE ROAD, AND 3.0 METERS (10.0 FT) EAST OF
 CD0857'A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CD0857'5-INCH LOGO CAP.
 CD0857'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0857'THE MARK IS 1.0 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0885 ***********************************************************************
 CD0885  DESIGNATION -  E 1396
 CD0885  PID         -  CD0885
 CD0885  STATE/COUNTY-  TX/CULBERSON
 CD0885  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0885
 CD0885                         *CURRENT SURVEY CONTROL
 CD0885  ___________________________________________________________________
 CD0885* NAD 83(1986)-  31 03 52.     (N)    104 15 56.     (W)     SCALED    
 CD0885* NAVD 88     -      1329.242  (meters)    4361.02   (feet)  ADJUSTED  
 CD0885  ___________________________________________________________________
 CD0885  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 CD0885  DYNAMIC HT  -        1327.170 (meters)    4354.22  (feet)  COMP
 CD0885  MODELED GRAV-     979,035.3   (mgal)                       NAVD 88
 CD0885
 CD0885  VERT ORDER  -  FIRST     CLASS II
 CD0885
 CD0885.The horizontal coordinates were scaled from a topographic map and have
 CD0885.an estimated accuracy of +/- 6 seconds.
 CD0885
 CD0885.The orthometric height was determined by differential leveling
 CD0885.and adjusted by the National Geodetic Survey in June 1991..
 CD0885
 CD0885.The geoid height was determined by GEOID03.
 CD0885
 CD0885.The dynamic height is computed by dividing the NAVD 88
 CD0885.geopotential number by the normal gravity value computed on the
 CD0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0885.degrees latitude (g = 980.6199 gals.).
 CD0885
 CD0885.The modeled gravity was interpolated from observed gravity values.
 CD0885
 CD0885;                    North         East    Units  Estimated Accuracy
 CD0885;SPC TX C     - 3,161,580.      324,830.      MT  (+/- 180 meters Scaled)
 CD0885
 CD0885                          SUPERSEDED SURVEY CONTROL
 CD0885
 CD0885.No superseded survey control is available for this station.
 CD0885
 CD0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ700369(NAD 83)
 CD0885_MARKER: I = METAL ROD
 CD0885_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0885_SP_SET: STAINLESS STEEL ROD
 CD0885_STAMPING: E 1396 1981
 CD0885_MARK LOGO: NGS   
 CD0885_PROJECTION: FLUSH
 CD0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0885_ROD/PIPE-DEPTH: 5.8  meters
 CD0885
 CD0885  HISTORY     - Date     Condition        Report By
 CD0885  HISTORY     - 1981     MONUMENTED       NGS
 CD0885
 CD0885                          STATION DESCRIPTION
 CD0885
 CD0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0885'4.7 KM (2.9 MI) WEST FROM KENT.
 CD0885'4.7 KM (2.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0885'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 1.4 KM
 CD0885'(0.9 MI) EAST OF MILE POST 173, 0.2 KM (0.1 MI) WEST OF MILE POST
 CD0885'174, AND 46.7 METERS (153.2 FT) NORTH OF THE CENTERLINE OF THE
 CD0885'WEST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT
 CD0885'IS THROUGH A 5-INCH LOGO CAP.
 CD0885'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0885'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0584 ***********************************************************************
 CC0584  DESIGNATION -  E 1397
 CC0584  PID         -  CC0584
 CC0584  STATE/COUNTY-  TX/REEVES
 CC0584  USGS QUAD   -  GOZAR (1970)
 CC0584
 CC0584                         *CURRENT SURVEY CONTROL
 CC0584  ___________________________________________________________________
 CC0584* NAD 83(1986)-  31 10 57.     (N)    103 57 05.     (W)     SCALED    
 CC0584* NAVD 88     -      1029.155  (meters)    3376.49   (feet)  ADJUSTED  
 CC0584  ___________________________________________________________________
 CC0584  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CC0584  DYNAMIC HT  -        1027.622 (meters)    3371.46  (feet)  COMP
 CC0584  MODELED GRAV-     979,115.7   (mgal)                       NAVD 88
 CC0584
 CC0584  VERT ORDER  -  FIRST     CLASS II
 CC0584
 CC0584.The horizontal coordinates were scaled from a topographic map and have
 CC0584.an estimated accuracy of +/- 6 seconds.
 CC0584
 CC0584.The orthometric height was determined by differential leveling
 CC0584.and adjusted by the National Geodetic Survey in June 1991..
 CC0584
 CC0584.The geoid height was determined by GEOID03.
 CC0584
 CC0584.The dynamic height is computed by dividing the NAVD 88
 CC0584.geopotential number by the normal gravity value computed on the
 CC0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0584.degrees latitude (g = 980.6199 gals.).
 CC0584
 CC0584.The modeled gravity was interpolated from observed gravity values.
 CC0584
 CC0584;                    North         East    Units  Estimated Accuracy
 CC0584;SPC TX C     - 3,173,650.      355,220.      MT  (+/- 180 meters Scaled)
 CC0584
 CC0584                          SUPERSEDED SURVEY CONTROL
 CC0584
 CC0584.No superseded survey control is available for this station.
 CC0584
 CC0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ999503(NAD 83)
 CC0584_MARKER: I = METAL ROD
 CC0584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0584_SP_SET: STAINLESS STEEL ROD
 CC0584_STAMPING: E 1397 1981
 CC0584_MARK LOGO: NGS   
 CC0584_PROJECTION: FLUSH
 CC0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0584_ROD/PIPE-DEPTH: 3.4  meters
 CC0584
 CC0584  HISTORY     - Date     Condition        Report By
 CC0584  HISTORY     - 1981     MONUMENTED       NGS
 CC0584  HISTORY     - 19901117 GOOD             USPSQD
 CC0584
 CC0584                          STATION DESCRIPTION
 CC0584
 CC0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0584'21.3 KM (13.25 MI) SW FROM TOYAH.
 CC0584'21.3 KM (13.25 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0584'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 1.0 KM (0.6 MI) SOUTHWEST
 CC0584'OF MILE POST 10, 0.6 KM (0.4 MI) NORTHEAST OF MILE POST 9, 0.9 KM
 CC0584'(0.55 MI) SOUTHWEST OF A GRAVEL ROAD LEADING NORTHWEST AND A
 CC0584'POWERLINE CROSSING, 8.1 METERS (26.6 FT) NORTHWEST OF THE CENTER
 CC0584'O A FRONTAGE ROAD, AND 0.6 METER (1.9 FT) SOUTHEAST OF A T-FENCE
 CC0584'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0584'ROD WAS DRIVEN TO REFUSAL AT 11.0 FT.
 CC0584'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 CC0584'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CC0584
 CC0584                          STATION RECOVERY (1990)
 CC0584
 CC0584'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CC0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0343 ***********************************************************************
 BQ0343  DESIGNATION -  E 1398
 BQ0343  PID         -  BQ0343
 BQ0343  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0343  USGS QUAD   -  CHISPA (1972)
 BQ0343
 BQ0343                         *CURRENT SURVEY CONTROL
 BQ0343  ___________________________________________________________________
 BQ0343* NAD 83(1986)-  30 43 58.     (N)    104 40 57.     (W)     SCALED    
 BQ0343* NAVD 88     -      1250.308  (meters)    4102.05   (feet)  ADJUSTED  
 BQ0343  ___________________________________________________________________
 BQ0343  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BQ0343  DYNAMIC HT  -        1248.297 (meters)    4095.45  (feet)  COMP
 BQ0343  MODELED GRAV-     978,989.4   (mgal)                       NAVD 88
 BQ0343
 BQ0343  VERT ORDER  -  FIRST     CLASS II
 BQ0343
 BQ0343.The horizontal coordinates were scaled from a topographic map and have
 BQ0343.an estimated accuracy of +/- 6 seconds.
 BQ0343
 BQ0343.The orthometric height was determined by differential leveling
 BQ0343.and adjusted by the National Geodetic Survey in June 1991..
 BQ0343
 BQ0343.The geoid height was determined by GEOID03.
 BQ0343
 BQ0343.The dynamic height is computed by dividing the NAVD 88
 BQ0343.geopotential number by the normal gravity value computed on the
 BQ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0343.degrees latitude (g = 980.6199 gals.).
 BQ0343
 BQ0343.The modeled gravity was interpolated from observed gravity values.
 BQ0343
 BQ0343;                    North         East    Units  Estimated Accuracy
 BQ0343;SPC TX C     - 3,126,320.      283,630.      MT  (+/- 180 meters Scaled)
 BQ0343
 BQ0343                          SUPERSEDED SURVEY CONTROL
 BQ0343
 BQ0343.No superseded survey control is available for this station.
 BQ0343
 BQ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ303000(NAD 83)
 BQ0343_MARKER: I = METAL ROD
 BQ0343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0343_SP_SET: STAINLESS STEEL ROD
 BQ0343_STAMPING: E 1398 1981
 BQ0343_MARK LOGO: NGS   
 BQ0343_PROJECTION: FLUSH
 BQ0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0343+STABILITY: POSITION/ELEVATION WELL
 BQ0343_ROD/PIPE-DEPTH: 7.3  meters
 BQ0343
 BQ0343  HISTORY     - Date     Condition        Report By
 BQ0343  HISTORY     - 1981     MONUMENTED       NGS
 BQ0343  HISTORY     - 19961009 GOOD             USPSQD
 BQ0343
 BQ0343                          STATION DESCRIPTION
 BQ0343
 BQ0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0343'23.4 KM (14.55 MI) NW FROM VALENTINE.
 BQ0343'23.4 KM (14.55 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST
 BQ0343'OFFICE IN VALENTINE, 0.1 KM (0.05 MI) SOUTHEAST OF MILE POST 683, 28.3
 BQ0343'METERS (93.0 FT) NORTHWEST OF A UTILITY POLE, 18.0 METERS (58.9 FT)
 BQ0343'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 5.2 METERS (17.0 FT)
 BQ0343'SOUTHEAST OF THE CENTER OF A GATE AND A FIELD ROAD LEADING WEST.
 BQ0343'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL
 BQ0343'WAS REACHED AT 24.0 FT.
 BQ0343'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0343'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0343
 BQ0343                          STATION RECOVERY (1996)
 BQ0343
 BQ0343'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0368 ***********************************************************************
 BQ0368  DESIGNATION -  E 1399
 BQ0368  PID         -  BQ0368
 BQ0368  STATE/COUNTY-  TX/PRESIDIO
 BQ0368  USGS QUAD   -  MARFA (1983)
 BQ0368
 BQ0368                         *CURRENT SURVEY CONTROL
 BQ0368  ___________________________________________________________________
 BQ0368* NAD 83(1986)-  30 19 33.     (N)    104 01 26.     (W)     SCALED    
 BQ0368* NAVD 88     -      1449.412  (meters)    4755.28   (feet)  ADJUSTED  
 BQ0368  ___________________________________________________________________
 BQ0368  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 BQ0368  DYNAMIC HT  -        1446.990 (meters)    4747.33  (feet)  COMP
 BQ0368  MODELED GRAV-     978,919.5   (mgal)                       NAVD 88
 BQ0368
 BQ0368  VERT ORDER  -  FIRST     CLASS II
 BQ0368
 BQ0368.The horizontal coordinates were scaled from a topographic map and have
 BQ0368.an estimated accuracy of +/- 6 seconds.
 BQ0368
 BQ0368.The orthometric height was determined by differential leveling
 BQ0368.and adjusted by the National Geodetic Survey in June 1991..
 BQ0368
 BQ0368.The geoid height was determined by GEOID03.
 BQ0368
 BQ0368.The dynamic height is computed by dividing the NAVD 88
 BQ0368.geopotential number by the normal gravity value computed on the
 BQ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0368.degrees latitude (g = 980.6199 gals.).
 BQ0368
 BQ0368.The modeled gravity was interpolated from observed gravity values.
 BQ0368
 BQ0368;                    North         East    Units  Estimated Accuracy
 BQ0368;SPC TXSC     - 4,286,620.      117,000.      MT  (+/- 180 meters Scaled)
 BQ0368
 BQ0368                          SUPERSEDED SURVEY CONTROL
 BQ0368
 BQ0368.No superseded survey control is available for this station.
 BQ0368
 BQ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP938552(NAD 83)
 BQ0368_MARKER: I = METAL ROD
 BQ0368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0368_SP_SET: STAINLESS STEEL ROD
 BQ0368_STAMPING: E 1399 1981
 BQ0368_MARK LOGO: NGS   
 BQ0368_PROJECTION: FLUSH
 BQ0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0368_ROD/PIPE-DEPTH: 4.0  meters
 BQ0368
 BQ0368  HISTORY     - Date     Condition        Report By
 BQ0368  HISTORY     - 1981     MONUMENTED       NGS
 BQ0368  HISTORY     - 1990     GOOD             USPSQD
 BQ0368  HISTORY     - 19961009 GOOD             USPSQD
 BQ0368
 BQ0368                          STATION DESCRIPTION
 BQ0368
 BQ0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0368'1.9 KM (1.2 MI) NORTH FROM MARFA.
 BQ0368'1.9 KM (1.2 MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 BQ0368'WITH U.S. HIGHWAY 67 AND 90 IN MARFA, 18.3 METERS (60.0 FT) WEST OF
 BQ0368'THE CENTERLINE OF THE HIGHWAY, AND 20.4 METERS (67.0 FT) NORTH OF AN
 BQ0368'UNDERGROUND CABLE WARNING SIGN AND POST.  NOTE=ACCESS TO THE DATUM
 BQ0368'POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0368'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND SIGN
 BQ0368'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0368
 BQ0368                          STATION RECOVERY (1990)
 BQ0368
 BQ0368'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0368'RECOVERED IN GOOD CONDITION.
 BQ0368
 BQ0368                          STATION RECOVERY (1996)
 BQ0368
 BQ0368'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0609 ***********************************************************************
 AB0609  DESIGNATION -  E 14
 AB0609  PID         -  AB0609
 AB0609  STATE/COUNTY-  TX/CAMERON
 AB0609  USGS QUAD   -  RIO HONDO (1980)
 AB0609
 AB0609                         *CURRENT SURVEY CONTROL
 AB0609  ___________________________________________________________________
 AB0609* NAD 83(1986)-  26 09 16.     (N)    097 36 41.     (W)     SCALED    
 AB0609* NAVD 88     -        10.844  (meters)      35.58   (feet)  ADJUSTED  
 AB0609  ___________________________________________________________________
 AB0609  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 AB0609  DYNAMIC HT  -          10.826 (meters)      35.52  (feet)  COMP
 AB0609  MODELED GRAV-     979,037.2   (mgal)                       NAVD 88
 AB0609
 AB0609  VERT ORDER  -  SECOND    CLASS 0
 AB0609
 AB0609.The horizontal coordinates were scaled from a topographic map and have
 AB0609.an estimated accuracy of +/- 6 seconds.
 AB0609
 AB0609.The orthometric height was determined by differential leveling
 AB0609.and adjusted by the National Geodetic Survey in June 1991..
 AB0609
 AB0609.The geoid height was determined by GEOID03.
 AB0609
 AB0609.The dynamic height is computed by dividing the NAVD 88
 AB0609.geopotential number by the normal gravity value computed on the
 AB0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0609.degrees latitude (g = 980.6199 gals.).
 AB0609
 AB0609.The modeled gravity was interpolated from observed gravity values.
 AB0609
 AB0609;                    North         East    Units  Estimated Accuracy
 AB0609;SPC TX S     - 5,054,360.      388,850.      MT  (+/- 180 meters Scaled)
 AB0609
 AB0609                          SUPERSEDED SURVEY CONTROL
 AB0609
 AB0609  NGVD 29 (??/??/92)   10.948  (m)           35.92   (f) ADJ UNCH    2 0
 AB0609
 AB0609.Superseded values are not recommended for survey control.
 AB0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0609.See file dsdata.txt to determine how the superseded data were derived.
 AB0609
 AB0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP387935(NAD 83)
 AB0609_MARKER: DD = SURVEY DISK
 AB0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0609_SP_SET: CULVERT
 AB0609_STAMPING: E 14 35.90
 AB0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0609
 AB0609  HISTORY     - Date     Condition        Report By
 AB0609  HISTORY     - UNK      MONUMENTED
 AB0609  HISTORY     - 1956     GOOD             NGS
 AB0609  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0609  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0609  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0609
 AB0609                          STATION DESCRIPTION
 AB0609
 AB0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AB0609'1.8 MI NE FROM SAN BENITO.
 AB0609'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0609'SAN BENITO, CAMERON COUNTY, AT THE INTERSECTION OF A PAVED ROAD
 AB0609'LEADING TO BAYVIEW, 160 FEET SOUTHWEST OF THE INTERSECTION, 15 FEET
 AB0609'SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, AT A SMALL
 AB0609'CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE SOUTHEAST
 AB0609'HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED E 14 35.90.
 AB0609
 AB0609                          STATION RECOVERY (1987)
 AB0609
 AB0609'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AB0609'MARK NOT FOUND.
 AB0609
 AB0609                          STATION RECOVERY (1988)
 AB0609
 AB0609'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0609'MARK NOT FOUND.
 AB0609
 AB0609                          STATION RECOVERY (1988)
 AB0609
 AB0609'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0194 ***********************************************************************
 EN0194  DESIGNATION -  E 140
 EN0194  PID         -  EN0194
 EN0194  STATE/COUNTY-  TX/HALL
 EN0194  USGS QUAD   -  PLASKA (1985)
 EN0194
 EN0194                         *CURRENT SURVEY CONTROL
 EN0194  ___________________________________________________________________
 EN0194* NAD 83(1986)-  34 30 59.     (N)    100 38 52.     (W)     SCALED    
 EN0194* NAVD 88     -       584.796  (meters)    1918.62   (feet)  ADJUSTED  
 EN0194  ___________________________________________________________________
 EN0194  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 EN0194  DYNAMIC HT  -         584.125 (meters)    1916.42  (feet)  COMP
 EN0194  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 EN0194
 EN0194  VERT ORDER  -  FIRST     CLASS II
 EN0194
 EN0194.The horizontal coordinates were scaled from a topographic map and have
 EN0194.an estimated accuracy of +/- 6 seconds.
 EN0194
 EN0194.The orthometric height was determined by differential leveling
 EN0194.and adjusted by the National Geodetic Survey in June 1991..
 EN0194
 EN0194.The geoid height was determined by GEOID03.
 EN0194
 EN0194.The dynamic height is computed by dividing the NAVD 88
 EN0194.geopotential number by the normal gravity value computed on the
 EN0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0194.degrees latitude (g = 980.6199 gals.).
 EN0194
 EN0194.The modeled gravity was interpolated from observed gravity values.
 EN0194
 EN0194;                    North         East    Units  Estimated Accuracy
 EN0194;SPC TX N     - 1,057,630.      278,250.      MT  (+/- 180 meters Scaled)
 EN0194
 EN0194                          SUPERSEDED SURVEY CONTROL
 EN0194
 EN0194  NGVD 29 (??/??/92)  584.520  (m)         1917.71   (f) ADJ UNCH    1 2
 EN0194
 EN0194.Superseded values are not recommended for survey control.
 EN0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0194.See file dsdata.txt to determine how the superseded data were derived.
 EN0194
 EN0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD487206(NAD 83)
 EN0194_MARKER: DB = BENCH MARK DISK
 EN0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0194_STAMPING: 1917.713 E 140 1933
 EN0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0194+STABILITY: SURFACE MOTION
 EN0194
 EN0194  HISTORY     - Date     Condition        Report By
 EN0194  HISTORY     - 1933     MONUMENTED       CGS
 EN0194  HISTORY     - 1934     GOOD             NGS
 EN0194  HISTORY     - 1982     MARK NOT FOUND   USGS
 EN0194
 EN0194                          STATION DESCRIPTION
 EN0194
 EN0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0194'13.1 MI SW FROM ESTELLINE.
 EN0194'13.1 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0194'THE STATION AT ESTELLINE, HALL COUNTY, ABOUT 2.6 MILES WEST OF THE
 EN0194'SIGNBOARD AT PARNELL, ABOUT 36-1/2 RAILS EAST OF BRIDGE 250.00, AT
 EN0194'STATIN 671+12 (MILEAGE 249.76), ABOUT 4 RAILS WEST OF A ROAD CROSSING,
 EN0194'51 FEET NORTH OF THE TRACK, AND 25 FEET SOUTH OF A DIRT ROAD. A
 EN0194'STANDARD DISK, STAMPED 1917.713 E 140 1933 AND SET N THE TOP OF A
 EN0194'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 EN0194
 EN0194                          STATION RECOVERY (1934)
 EN0194
 EN0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0194'RECOVERED IN GOOD CONDITION.
 EN0194
 EN0194                          STATION RECOVERY (1982)
 EN0194
 EN0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EN0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0224 ***********************************************************************
 BB0224  DESIGNATION -  E 1400
 BB0224  PID         -  BB0224
 BB0224  STATE/COUNTY-  TX/PRESIDIO
 BB0224  USGS QUAD   -  CIENEGUITA (1983)
 BB0224
 BB0224                         *CURRENT SURVEY CONTROL
 BB0224  ___________________________________________________________________
 BB0224* NAD 83(1986)-  29 56 01.     (N)    104 15 42.     (W)     SCALED    
 BB0224* NAVD 88     -      1397.688  (meters)    4585.58   (feet)  ADJUSTED  
 BB0224  ___________________________________________________________________
 BB0224  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 BB0224  DYNAMIC HT  -        1395.329 (meters)    4577.84  (feet)  COMP
 BB0224  MODELED GRAV-     978,906.0   (mgal)                       NAVD 88
 BB0224
 BB0224  VERT ORDER  -  FIRST     CLASS II
 BB0224
 BB0224.The horizontal coordinates were scaled from a topographic map and have
 BB0224.an estimated accuracy of +/- 6 seconds.
 BB0224
 BB0224.The orthometric height was determined by differential leveling
 BB0224.and adjusted by the National Geodetic Survey in June 1991..
 BB0224
 BB0224.The geoid height was determined by GEOID03.
 BB0224
 BB0224.The dynamic height is computed by dividing the NAVD 88
 BB0224.geopotential number by the normal gravity value computed on the
 BB0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0224.degrees latitude (g = 980.6199 gals.).
 BB0224
 BB0224.The modeled gravity was interpolated from observed gravity values.
 BB0224
 BB0224;                    North         East    Units  Estimated Accuracy
 BB0224;SPC TXSC     - 4,244,200.       92,200.      MT  (+/- 180 meters Scaled)
 BB0224
 BB0224                          SUPERSEDED SURVEY CONTROL
 BB0224
 BB0224.No superseded survey control is available for this station.
 BB0224
 BB0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP712116(NAD 83)
 BB0224_MARKER: I = METAL ROD
 BB0224_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BB0224+WITH SETTING: INFORMATION.
 BB0224_SP_SET: SHALLOW SET METAL ROD
 BB0224_STAMPING: E 1400 1981
 BB0224_MARK LOGO: NGS   
 BB0224_PROJECTION: FLUSH
 BB0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0224_ROD/PIPE-DEPTH: 3.0  meters
 BB0224
 BB0224  HISTORY     - Date     Condition        Report By
 BB0224  HISTORY     - 1981     MONUMENTED       NGS
 BB0224  HISTORY     - 19961010 GOOD             USPSQD
 BB0224
 BB0224                          STATION DESCRIPTION
 BB0224
 BB0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0224'14.2 KM (8.8 MI) NE FROM SHAFTER.
 BB0224'14.2 KM (8.8 MI) NORTHEAST ALONG HIGHWAY 67 FROM THE NORTHEAST END OF
 BB0224'THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.6 KM (0.35 MI) SOUTHWEST
 BB0224'OF A FIELD ROAD LEADING SOUTHEAST TO A CATTLE LOADING PEN, 0.4 KM
 BB0224'(0.25 MI) NORTHEAST OF A POWERLINE CROSSING, AND 14.9 METERS (49.0 FT)
 BB0224'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 BB0224'POINT IS THROUGH A 5-INCH LOGO CAP.
 BB0224'THE MARK IS 0.5 METERS  SE FROM  A FENCE AND WITNESS POST
 BB0224'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BB0224
 BB0224                          STATION RECOVERY (1996)
 BB0224
 BB0224'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0247 ***********************************************************************
 BB0247  DESIGNATION -  E 1401
 BB0247  PID         -  BB0247
 BB0247  STATE/COUNTY-  TX/PRESIDIO
 BB0247  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0247
 BB0247                         *CURRENT SURVEY CONTROL
 BB0247  ___________________________________________________________________
 BB0247* NAD 83(1986)-  29 34 22.     (N)    104 22 07.     (W)     SCALED    
 BB0247* NAVD 88     -       801.606  (meters)    2629.94   (feet)  ADJUSTED  
 BB0247  ___________________________________________________________________
 BB0247  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BB0247  DYNAMIC HT  -         800.307 (meters)    2625.67  (feet)  COMP
 BB0247  MODELED GRAV-     978,996.4   (mgal)                       NAVD 88
 BB0247
 BB0247  VERT ORDER  -  FIRST     CLASS II
 BB0247
 BB0247.The horizontal coordinates were scaled from a topographic map and have
 BB0247.an estimated accuracy of +/- 6 seconds.
 BB0247
 BB0247.The orthometric height was determined by differential leveling
 BB0247.and adjusted by the National Geodetic Survey in June 1991..
 BB0247
 BB0247.The geoid height was determined by GEOID03.
 BB0247
 BB0247.The dynamic height is computed by dividing the NAVD 88
 BB0247.geopotential number by the normal gravity value computed on the
 BB0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0247.degrees latitude (g = 980.6199 gals.).
 BB0247
 BB0247.The modeled gravity was interpolated from observed gravity values.
 BB0247
 BB0247;                    North         East    Units  Estimated Accuracy
 BB0247;SPC TXSC     - 4,204,710.       80,050.      MT  (+/- 180 meters Scaled)
 BB0247
 BB0247                          SUPERSEDED SURVEY CONTROL
 BB0247
 BB0247.No superseded survey control is available for this station.
 BB0247
 BB0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN611716(NAD 83)
 BB0247_MARKER: I = METAL ROD
 BB0247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BB0247_SP_SET: STAINLESS STEEL ROD
 BB0247_STAMPING: E 1401 1981
 BB0247_MARK LOGO: NGS   
 BB0247_PROJECTION: FLUSH
 BB0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0247+STABILITY: POSITION/ELEVATION WELL
 BB0247_ROD/PIPE-DEPTH: 4.3  meters
 BB0247
 BB0247  HISTORY     - Date     Condition        Report By
 BB0247  HISTORY     - 1981     MONUMENTED       NGS
 BB0247  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0247
 BB0247                          STATION DESCRIPTION
 BB0247
 BB0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0247'1.4 KM (0.85 MI) NORTH FROM PRESIDIO.
 BB0247'1.4 KM (0.85 MI) NORTH ALONG U.S. HIGHWAY 67 FROM ITS SOUTH JUNCTION
 BB0247'WITH FARM ROAD 170 IN PRESIDIO, 0.2 KM (0.1 MI) NORTH OF THE BALIA
 BB0247'INN MOTEL, 49.4 METERS (162.0 FT) NORTHEAST OF A POST AND SIGN
 BB0247'(LOOSE LIVESTOCK), 18.4 METERS (60.5 FT) SOUTHEAST OF THE CENTERLINE
 BB0247'OF THE HIGHWAY, AND 16.4 METERS (53.7 FT) NORTHEAST OF A CONCRETE
 BB0247'RIGHT OF WAY MARKER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BB0247'5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 14.0 FT.
 BB0247'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 BB0247'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BB0247
 BB0247                          STATION RECOVERY (1996)
 BB0247
 BB0247'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0712 ***********************************************************************
 BP0712  DESIGNATION -  E 1402
 BP0712  PID         -  BP0712
 BP0712  STATE/COUNTY-  TX/BREWSTER
 BP0712  USGS QUAD   -  ALTUDA (1983)
 BP0712
 BP0712                         *CURRENT SURVEY CONTROL
 BP0712  ___________________________________________________________________
 BP0712* NAD 83(1986)-  30 21 22.     (N)    103 29 53.     (W)     SCALED    
 BP0712* NAVD 88     -      1385.580  (meters)    4545.86   (feet)  ADJUSTED  
 BP0712  ___________________________________________________________________
 BP0712  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 BP0712  DYNAMIC HT  -        1383.302 (meters)    4538.38  (feet)  COMP
 BP0712  MODELED GRAV-     978,949.5   (mgal)                       NAVD 88
 BP0712
 BP0712  VERT ORDER  -  FIRST     CLASS II
 BP0712
 BP0712.The horizontal coordinates were scaled from a topographic map and have
 BP0712.an estimated accuracy of +/- 6 seconds.
 BP0712
 BP0712.The orthometric height was determined by differential leveling
 BP0712.and adjusted by the National Geodetic Survey in June 1991..
 BP0712
 BP0712.The geoid height was determined by GEOID03.
 BP0712
 BP0712.The dynamic height is computed by dividing the NAVD 88
 BP0712.geopotential number by the normal gravity value computed on the
 BP0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0712.degrees latitude (g = 980.6199 gals.).
 BP0712
 BP0712.The modeled gravity was interpolated from observed gravity values.
 BP0712
 BP0712;                    North         East    Units  Estimated Accuracy
 BP0712;SPC TXSC     - 4,287,920.      167,650.      MT  (+/- 180 meters Scaled)
 BP0712
 BP0712                          SUPERSEDED SURVEY CONTROL
 BP0712
 BP0712.No superseded survey control is available for this station.
 BP0712
 BP0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP443592(NAD 83)
 BP0712_MARKER: I = METAL ROD
 BP0712_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0712+WITH SETTING: INFORMATION.
 BP0712_SP_SET: SHALLOW SET METAL ROD
 BP0712_STAMPING: E 1402 1981
 BP0712_MARK LOGO: NGS   
 BP0712_PROJECTION: FLUSH
 BP0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0712_ROD/PIPE-DEPTH: 1.5  meters
 BP0712
 BP0712  HISTORY     - Date     Condition        Report By
 BP0712  HISTORY     - 1981     MONUMENTED       NGS
 BP0712
 BP0712                          STATION DESCRIPTION
 BP0712
 BP0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0712'18.1 KM (11.2 MI) EAST FROM ALPINE.
 BP0712'5.1 KM (3.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0712'THE RAILROAD STATION IN ALPINE, THENCE 13.0 KM (8.05 MI) EASTERLY
 BP0712'ALONG U.S. HIGHWAY 90, 57.9 METERS (190.0 FT) WEST OF THE CENTER OF A
 BP0712'FIELD ENTRANCE, 36.3 METERS (119.1 FT) NORTH AND ACROSS THE TRACKS
 BP0712'FROM RAILROAD MILEPOST 596, 22.6 METERS (74.0 FT) SOUTHWEST OF THE
 BP0712'CENTERLINE OF THE HIGHWAY, 17.4 METERS (57.1 FT) NORTHEAST OF THE NEAR
 BP0712'RAIL AND 2.0 METERS (6.6 FT) SOUTHEAST OF UTILITY POLE NUMBER 3390.
 BP0712'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0712'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BP0712'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0736 ***********************************************************************
 BP0736  DESIGNATION -  E 1403
 BP0736  PID         -  BP0736
 BP0736  STATE/COUNTY-  TX/BREWSTER
 BP0736  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0736
 BP0736                         *CURRENT SURVEY CONTROL
 BP0736  ___________________________________________________________________
 BP0736* NAD 83(1986)-  30 12 45.     (N)    103 05 59.     (W)     SCALED    
 BP0736* NAVD 88     -      1243.021  (meters)    4078.14   (feet)  ADJUSTED  
 BP0736  ___________________________________________________________________
 BP0736  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BP0736  DYNAMIC HT  -        1240.996 (meters)    4071.50  (feet)  COMP
 BP0736  MODELED GRAV-     978,969.5   (mgal)                       NAVD 88
 BP0736
 BP0736  VERT ORDER  -  FIRST     CLASS II
 BP0736
 BP0736.The horizontal coordinates were scaled from a topographic map and have
 BP0736.an estimated accuracy of +/- 6 seconds.
 BP0736
 BP0736.The orthometric height was determined by differential leveling
 BP0736.and adjusted by the National Geodetic Survey in June 1991..
 BP0736
 BP0736.The geoid height was determined by GEOID03.
 BP0736
 BP0736.The dynamic height is computed by dividing the NAVD 88
 BP0736.geopotential number by the normal gravity value computed on the
 BP0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0736.degrees latitude (g = 980.6199 gals.).
 BP0736
 BP0736.The modeled gravity was interpolated from observed gravity values.
 BP0736
 BP0736;                    North         East    Units  Estimated Accuracy
 BP0736;SPC TXSC     - 4,270,600.      205,370.      MT  (+/- 180 meters Scaled)
 BP0736
 BP0736                          SUPERSEDED SURVEY CONTROL
 BP0736
 BP0736.No superseded survey control is available for this station.
 BP0736
 BP0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP829438(NAD 83)
 BP0736_MARKER: I = METAL ROD
 BP0736_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0736+WITH SETTING: INFORMATION.
 BP0736_SP_SET: SHALLOW SET METAL ROD
 BP0736_STAMPING: E 1403 1981
 BP0736_MARK LOGO: NGS   
 BP0736_PROJECTION: FLUSH
 BP0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0736_ROD/PIPE-DEPTH: 1.8  meters
 BP0736
 BP0736  HISTORY     - Date     Condition        Report By
 BP0736  HISTORY     - 1981     MONUMENTED       NGS
 BP0736  HISTORY     - 20010331 GOOD             NGS
 BP0736
 BP0736                          STATION DESCRIPTION
 BP0736
 BP0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0736'14.2 KM (8.8 MI) EAST FROM MARATHON.
 BP0736'14.2 KM (8.8 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0736'IN MARATHON, 50.9 METERS (167.0 FT) WEST-NORTHWEST OF THE NORTHWEST
 BP0736'CORNER OF A CULVERT, 22.9 METERS (75.1 FT) NORTH OF THE CENTERLINE OF
 BP0736'THE HIGHWAY AND 1.7 METERS (5.6 FT) WEST OF A UTILITY POLE.  NOTE=
 BP0736'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0736'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 BP0736'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BP0736
 BP0736                          STATION RECOVERY (2001)
 BP0736
 BP0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0736'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1088 ***********************************************************************
 AJ1088  DESIGNATION -  E 1404
 AJ1088  PID         -  AJ1088
 AJ1088  STATE/COUNTY-  TX/WEBB
 AJ1088  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ1088
 AJ1088                         *CURRENT SURVEY CONTROL
 AJ1088  ___________________________________________________________________
 AJ1088* NAD 83(1986)-  27 24 42.     (N)    099 28 50.     (W)     SCALED    
 AJ1088* NAVD 88     -       118.163  (meters)     387.67   (feet)  ADJUSTED  
 AJ1088  ___________________________________________________________________
 AJ1088  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AJ1088  DYNAMIC HT  -         117.975 (meters)     387.06  (feet)  COMP
 AJ1088  MODELED GRAV-     979,060.2   (mgal)                       NAVD 88
 AJ1088
 AJ1088  VERT ORDER  -  FIRST     CLASS II
 AJ1088
 AJ1088.The horizontal coordinates were scaled from a topographic map and have
 AJ1088.an estimated accuracy of +/- 6 seconds.
 AJ1088
 AJ1088.The orthometric height was determined by differential leveling
 AJ1088.and adjusted by the National Geodetic Survey in June 1991..
 AJ1088
 AJ1088.The geoid height was determined by GEOID03.
 AJ1088
 AJ1088.The dynamic height is computed by dividing the NAVD 88
 AJ1088.geopotential number by the normal gravity value computed on the
 AJ1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1088.degrees latitude (g = 980.6199 gals.).
 AJ1088
 AJ1088.The modeled gravity was interpolated from observed gravity values.
 AJ1088
 AJ1088;                    North         East    Units  Estimated Accuracy
 AJ1088;SPC TX S     - 5,193,710.      203,040.      MT  (+/- 180 meters Scaled)
 AJ1088
 AJ1088                          SUPERSEDED SURVEY CONTROL
 AJ1088
 AJ1088.No superseded survey control is available for this station.
 AJ1088
 AJ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR524321(NAD 83)
 AJ1088_MARKER: DB = BENCH MARK DISK
 AJ1088_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ1088_SP_SET: HEADWALL
 AJ1088_STAMPING: E 1404 1981
 AJ1088_MARK LOGO: NGS   
 AJ1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1088+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 AJ1088
 AJ1088  HISTORY     - Date     Condition        Report By
 AJ1088  HISTORY     - 1981     MONUMENTED       NGS
 AJ1088  HISTORY     - 20020502 GOOD             USPSQD
 AJ1088
 AJ1088                          STATION DESCRIPTION
 AJ1088
 AJ1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1088'10.9 KM (6.75 MI) SOUTH FROM LAREDO.
 AJ1088'10.9 KM (6.75 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 AJ1088'TEXAS MEXICAN RAILROAD OVERPASS BRIDGE, IN LAREDO, SET IN TOP OF THE
 AJ1088'EXTREME SOUTH END OF THE EAST CONCRETE HEADWALL OF A FOUR CHANNEL BOX
 AJ1088'CULVERT UNDER HIGHWAY 83, OVER SAN ILDEFONSO CREEK, 15.2 METERS
 AJ1088'(50.0 FT) EAST OF CENTERLINE OF HIGHWAY.
 AJ1088'THE MARK IS 1.8 METERS  NE FROM A WITNESS POST.
 AJ1088'THE MARK IS 0.91 M BELOW HIGHWAY.
 AJ1088
 AJ1088                          STATION RECOVERY (2002)
 AJ1088
 AJ1088'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1081 ***********************************************************************
 AJ1081  DESIGNATION -  E 1405
 AJ1081  PID         -  AJ1081
 AJ1081  STATE/COUNTY-  TX/WEBB
 AJ1081  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ1081
 AJ1081                         *CURRENT SURVEY CONTROL
 AJ1081  ___________________________________________________________________
 AJ1081* NAD 83(1986)-  27 18 21.     (N)    099 26 01.     (W)     SCALED    
 AJ1081* NAVD 88     -       156.018  (meters)     511.87   (feet)  ADJUSTED  
 AJ1081  ___________________________________________________________________
 AJ1081  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AJ1081  DYNAMIC HT  -         155.769 (meters)     511.05  (feet)  COMP
 AJ1081  MODELED GRAV-     979,050.0   (mgal)                       NAVD 88
 AJ1081
 AJ1081  VERT ORDER  -  FIRST     CLASS II
 AJ1081
 AJ1081.The horizontal coordinates were scaled from a topographic map and have
 AJ1081.an estimated accuracy of +/- 6 seconds.
 AJ1081
 AJ1081.The orthometric height was determined by differential leveling
 AJ1081.and adjusted by the National Geodetic Survey in June 1991..
 AJ1081
 AJ1081.The geoid height was determined by GEOID03.
 AJ1081
 AJ1081.The dynamic height is computed by dividing the NAVD 88
 AJ1081.geopotential number by the normal gravity value computed on the
 AJ1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1081.degrees latitude (g = 980.6199 gals.).
 AJ1081
 AJ1081.The modeled gravity was interpolated from observed gravity values.
 AJ1081
 AJ1081;                    North         East    Units  Estimated Accuracy
 AJ1081;SPC TX S     - 5,181,950.      207,600.      MT  (+/- 180 meters Scaled)
 AJ1081
 AJ1081                          SUPERSEDED SURVEY CONTROL
 AJ1081
 AJ1081.No superseded survey control is available for this station.
 AJ1081
 AJ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR570203(NAD 83)
 AJ1081_MARKER: I = METAL ROD
 AJ1081_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1081+WITH SETTING: INFORMATION.
 AJ1081_SP_SET: SHALLOW SET METAL ROD
 AJ1081_STAMPING: E 1405 1981
 AJ1081_MARK LOGO: NGS   
 AJ1081_PROJECTION: FLUSH
 AJ1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1081_ROD/PIPE-DEPTH: 2.1  meters
 AJ1081
 AJ1081  HISTORY     - Date     Condition        Report By
 AJ1081  HISTORY     - 1981     MONUMENTED       NGS
 AJ1081
 AJ1081                          STATION DESCRIPTION
 AJ1081
 AJ1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1081'23.6 KM (14.65 MI) SOUT FROM LAREDO.
 AJ1081'23.6 KM (14.65 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1081'THE TEXAS MEXICAN RAILROAD OVERPASS (NEAR GUADELUPE STREET), AT A
 AJ1081'PAVED ROAD LEADING EAST NORTHEAST TO THE LAS HARMANES RANCH,
 AJ1081'46.3 METERS (152.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AJ1081'19.1 METERS (62.5 FT) NORTH OF THE CENTER OF THE ROAD, 1.2 METERS
 AJ1081'(3.9 FT) EAST SOUTHEAST OF A POWERLINE POLE, 0.4 METER (1.3 FT)
 AJ1081'SOUTHWEST OF A FENCE LINE, AND 8.0 METERS (26.2 FT) NORTHWEST OF A
 AJ1081'CORNER FENCE POST, NOTE, ROD DRIVEN TO REFUSAL.
 AJ1081'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1117 ***********************************************************************
 AJ1117  DESIGNATION -  E 1405 X
 AJ1117  PID         -  AJ1117
 AJ1117  STATE/COUNTY-  TX/WEBB
 AJ1117  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ1117
 AJ1117                         *CURRENT SURVEY CONTROL
 AJ1117  ___________________________________________________________________
 AJ1117* NAD 83(1986)-  27 53 37.     (N)    099 28 46.     (W)     SCALED    
 AJ1117* NAVD 88     -       239.642  (meters)     786.23   (feet)  ADJUSTED  
 AJ1117  ___________________________________________________________________
 AJ1117  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AJ1117  DYNAMIC HT  -         239.269 (meters)     785.00  (feet)  COMP
 AJ1117  MODELED GRAV-     979,083.1   (mgal)                       NAVD 88
 AJ1117
 AJ1117  VERT ORDER  -  FIRST     CLASS II
 AJ1117
 AJ1117.The horizontal coordinates were scaled from a topographic map and have
 AJ1117.an estimated accuracy of +/- 6 seconds.
 AJ1117
 AJ1117.The orthometric height was determined by differential leveling
 AJ1117.and adjusted by the National Geodetic Survey in June 1991..
 AJ1117
 AJ1117.The geoid height was determined by GEOID03.
 AJ1117
 AJ1117.The dynamic height is computed by dividing the NAVD 88
 AJ1117.geopotential number by the normal gravity value computed on the
 AJ1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1117.degrees latitude (g = 980.6199 gals.).
 AJ1117
 AJ1117.The modeled gravity was interpolated from observed gravity values.
 AJ1117
 AJ1117;                    North         East    Units  Estimated Accuracy
 AJ1117;SPC TX S     - 5,247,110.      203,570.      MT  (+/- 180 meters Scaled)
 AJ1117
 AJ1117                          SUPERSEDED SURVEY CONTROL
 AJ1117
 AJ1117.No superseded survey control is available for this station.
 AJ1117
 AJ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR528855(NAD 83)
 AJ1117_MARKER: I = METAL ROD
 AJ1117_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1117+WITH SETTING: INFORMATION.
 AJ1117_SP_SET: SHALLOW SET METAL ROD
 AJ1117_STAMPING: E 1405 X 1982
 AJ1117_MARK LOGO: NGS   
 AJ1117_PROJECTION: FLUSH
 AJ1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1117_ROD/PIPE-DEPTH: 2.7  meters
 AJ1117
 AJ1117  HISTORY     - Date     Condition        Report By
 AJ1117  HISTORY     - 1982     MONUMENTED       NGS
 AJ1117  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ1117
 AJ1117                          STATION DESCRIPTION
 AJ1117
 AJ1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1117'16.3 KM (10.1 MI) NW FROM WEBB.
 AJ1117'16.3 KM (10.1 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1117'INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, AT A DIRT ROAD LEADING WEST
 AJ1117'SOUTHWEST TO A WINDMILL, 18.3 METERS (60.0 FT) SOUTHWEST OF CENTERLINE
 AJ1117'THE HIGHWAY, 8.2 METERS (27.0 FT) NORTHWEST OF A DIRT ROAD AND IRON
 AJ1117'GATE, 3.7 METERS (12.0 FT) NORTHWEST OF A CORNER FENCE POST, AND
 AJ1117'0.30 METERS (1.0 FT) NORTHEAST OF A FENCE LINE.  NOTE, ROD DRIVEN TO
 AJ1117'FEFUSAL, DATUM POINT STAMPED E 1405.
 AJ1117'THE MARK IS 0.15 M ABOVE HIGHWAY.
 AJ1117
 AJ1117                          STATION RECOVERY (2002)
 AJ1117
 AJ1117'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1181 ***********************************************************************
 AB1181  DESIGNATION -  E 1406
 AB1181  PID         -  AB1181
 AB1181  STATE/COUNTY-  TX/CAMERON
 AB1181  USGS QUAD   -  HARLINGEN (1983)
 AB1181
 AB1181                         *CURRENT SURVEY CONTROL
 AB1181  ___________________________________________________________________
 AB1181* NAD 83(1986)-  26 11 21.     (N)    097 41 25.     (W)     SCALED    
 AB1181* NAVD 88     -        12.294  (meters)      40.33   (feet)  ADJUSTED  
 AB1181  ___________________________________________________________________
 AB1181  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB1181  DYNAMIC HT  -          12.274 (meters)      40.27  (feet)  COMP
 AB1181  MODELED GRAV-     979,034.4   (mgal)                       NAVD 88
 AB1181
 AB1181  VERT ORDER  -  FIRST     CLASS II
 AB1181
 AB1181.The horizontal coordinates were scaled from a topographic map and have
 AB1181.an estimated accuracy of +/- 6 seconds.
 AB1181
 AB1181.The orthometric height was determined by differential leveling
 AB1181.and adjusted by the National Geodetic Survey in June 1991..
 AB1181
 AB1181.The geoid height was determined by GEOID03.
 AB1181
 AB1181.The dynamic height is computed by dividing the NAVD 88
 AB1181.geopotential number by the normal gravity value computed on the
 AB1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1181.degrees latitude (g = 980.6199 gals.).
 AB1181
 AB1181.The modeled gravity was interpolated from observed gravity values.
 AB1181
 AB1181;                    North         East    Units  Estimated Accuracy
 AB1181;SPC TX S     - 5,058,150.      380,940.      MT  (+/- 180 meters Scaled)
 AB1181
 AB1181                          SUPERSEDED SURVEY CONTROL
 AB1181
 AB1181.No superseded survey control is available for this station.
 AB1181
 AB1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP308972(NAD 83)
 AB1181_MARKER: I = METAL ROD
 AB1181_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1181_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1181_STAMPING: E 1406 1981
 AB1181_MARK LOGO: NGS   
 AB1181_PROJECTION: RECESSED 4 CENTIMETERS
 AB1181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1181+STABILITY: POSITION/ELEVATION WELL
 AB1181_ROD/PIPE-DEPTH: 14.6 meters
 AB1181_SLEEVE-DEPTH  : 9.1 meters
 AB1181
 AB1181  HISTORY     - Date     Condition        Report By
 AB1181  HISTORY     - 1981     MONUMENTED       NGS
 AB1181  HISTORY     - 1981     GOOD             NGS
 AB1181  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB1181  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB1181
 AB1181                          STATION DESCRIPTION
 AB1181
 AB1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1181'IN HARLINGEN.
 AB1181'0.4 KM (0.25 MI) EAST ALONG EAST TYLER AVENUE FROM THE CITY HALL IN
 AB1181'HARLINGEN, AT THE NORTHEAST CORNER OF HARLINGEN PUBLIC LIBRARY LOCATED
 AB1181'IN THE TRAVIS PARK, 39.0 METERS (128.0 FT) EAST OF THE EXTENDED CENTER
 AB1181'OF THE MAIN ENTRANCE TO THE LIBRARY, 20.1 METERS (66.0 FT) SOUTH OF
 AB1181'THE SOUTH CURB OF TYLER AVENUE, 29.7 METERS (97.5 FT) WEST OF THE WEST
 AB1181'CURB OF SIXTH STREET, 4.5 METERS (15.0 FT) NORTHWEST OF THE NORTHEAST
 AB1181'CORNER OF THE LIBRARY, 3.5 METERS (11.5 FT) NORTH OF THE NORTH FACE,
 AB1181'AND 2.4 METERS (8.0 FT) EAST OF A LONE PALM TREE CLOSE TO THE
 AB1181'BUILDING.
 AB1181'THE MARK IS 0.15 M ABOVE TYLER STREET.
 AB1181
 AB1181                          STATION RECOVERY (1981)
 AB1181
 AB1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB1181'RECOVERED IN GOOD CONDITION.
 AB1181
 AB1181                          STATION RECOVERY (1991)
 AB1181
 AB1181'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1181'MARK NOT FOUND.
 AB1181
 AB1181                          STATION RECOVERY (1993)
 AB1181
 AB1181'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1260 ***********************************************************************
 AB1260  DESIGNATION -  E 1407
 AB1260  PID         -  AB1260
 AB1260  STATE/COUNTY-  TX/KENEDY
 AB1260  USGS QUAD   -  ARMSTRONG (1982)
 AB1260
 AB1260                         *CURRENT SURVEY CONTROL
 AB1260  ___________________________________________________________________
 AB1260* NAD 83(1986)-  26 55 35.     (N)    097 47 32.     (W)     SCALED    
 AB1260* NAVD 88     -         7.317  (meters)      24.01   (feet)  ADJUSTED  
 AB1260  ___________________________________________________________________
 AB1260  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AB1260  DYNAMIC HT  -           7.306 (meters)      23.97  (feet)  COMP
 AB1260  MODELED GRAV-     979,075.9   (mgal)                       NAVD 88
 AB1260
 AB1260  VERT ORDER  -  FIRST     CLASS II
 AB1260
 AB1260.The horizontal coordinates were scaled from a topographic map and have
 AB1260.an estimated accuracy of +/- 6 seconds.
 AB1260
 AB1260.The orthometric height was determined by differential leveling
 AB1260.and adjusted by the National Geodetic Survey in June 1991..
 AB1260
 AB1260.The geoid height was determined by GEOID03.
 AB1260
 AB1260.The dynamic height is computed by dividing the NAVD 88
 AB1260.geopotential number by the normal gravity value computed on the
 AB1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1260.degrees latitude (g = 980.6199 gals.).
 AB1260
 AB1260.The modeled gravity was interpolated from observed gravity values.
 AB1260
 AB1260;                    North         East    Units  Estimated Accuracy
 AB1260;SPC TX S     - 5,139,760.      370,290.      MT  (+/- 180 meters Scaled)
 AB1260
 AB1260                          SUPERSEDED SURVEY CONTROL
 AB1260
 AB1260.No superseded survey control is available for this station.
 AB1260
 AB1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ199788(NAD 83)
 AB1260_MARKER: I = METAL ROD
 AB1260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1260_SP_SET: STAINLESS STEEL ROD
 AB1260_STAMPING: E 1407 1981
 AB1260_MARK LOGO: NGS   
 AB1260_PROJECTION: FLUSH
 AB1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1260+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1260_ROD/PIPE-DEPTH: 9.7  meters
 AB1260
 AB1260  HISTORY     - Date     Condition        Report By
 AB1260  HISTORY     - 1981     MONUMENTED       NGS
 AB1260  HISTORY     - 1990     GOOD             USPSQD
 AB1260  HISTORY     - 20040204 GOOD             USPSQD
 AB1260
 AB1260                          STATION DESCRIPTION
 AB1260
 AB1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1260'33.5 KM (20 85 MI) SOUT FROM SARITA.
 AB1260'33.5 KM (20.85 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF A
 AB1260'PAVED ROAD LEADING WEST TO THE SARITA POST OFFICE, AT THE NORTH EDGE
 AB1260'OF THE SMALL COMMUNITY OF ARMSTRONG, ON THE WEST SIDE OF THE HIGHWAY
 AB1260'BY A CUTOFF POWERLINE POLE WITH A BELL TELEPHONE SYSTEM WARNING SIGN
 AB1260'ATTACHED, 18.2 METERS (60.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 AB1260'34.1 METERS (112 FT) NORTH OF THE CENTER OF A GRAVEL ROAD LEADING WEST
 AB1260'AND ACROSS THE MISSOURI PACIFIC RAILROAD TO CATTLE PENS AND LOADING
 AB1260'CHUTES, 25.6 METERS (84.0 FT) EAST OF THE EAST RAIL, 10.0 METERS
 AB1260'(33.0 FT) WEST-NORTHWEST OF THE ARMSTRONG COMMUNITY LIMITS SIGN,
 AB1260'0.6 METER (2.0 FT) NORTH OF THE CUTOFF POWERLINE POLE.
 AB1260'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AB1260'THE MARK IS 0.46 M BELOW THE HIGHWAY.
 AB1260
 AB1260                          STATION RECOVERY (1990)
 AB1260
 AB1260'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AB1260'RECOVERED IN GOOD CONDITION.
 AB1260
 AB1260                          STATION RECOVERY (2004)
 AB1260
 AB1260'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1286 ***********************************************************************
 AB1286  DESIGNATION -  E 1408
 AB1286  PID         -  AB1286
 AB1286  STATE/COUNTY-  TX/WILLACY
 AB1286  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1286
 AB1286                         *CURRENT SURVEY CONTROL
 AB1286  ___________________________________________________________________
 AB1286* NAD 83(1986)-  26 26 06.     (N)    097 47 20.     (W)     SCALED    
 AB1286* NAVD 88     -         9.308  (meters)      30.54   (feet)  ADJUSTED  
 AB1286  ___________________________________________________________________
 AB1286  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AB1286  DYNAMIC HT  -           9.293 (meters)      30.49  (feet)  COMP
 AB1286  MODELED GRAV-     979,044.1   (mgal)                       NAVD 88
 AB1286
 AB1286  VERT ORDER  -  FIRST     CLASS II
 AB1286
 AB1286.The horizontal coordinates were scaled from a topographic map and have
 AB1286.an estimated accuracy of +/- 6 seconds.
 AB1286
 AB1286.The orthometric height was determined by differential leveling
 AB1286.and adjusted by the National Geodetic Survey in June 1991..
 AB1286
 AB1286.The geoid height was determined by GEOID03.
 AB1286
 AB1286.The dynamic height is computed by dividing the NAVD 88
 AB1286.geopotential number by the normal gravity value computed on the
 AB1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1286.degrees latitude (g = 980.6199 gals.).
 AB1286
 AB1286.The modeled gravity was interpolated from observed gravity values.
 AB1286
 AB1286;                    North         East    Units  Estimated Accuracy
 AB1286;SPC TX S     - 5,085,330.      370,930.      MT  (+/- 180 meters Scaled)
 AB1286
 AB1286                          SUPERSEDED SURVEY CONTROL
 AB1286
 AB1286.No superseded survey control is available for this station.
 AB1286
 AB1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ207244(NAD 83)
 AB1286_MARKER: I = METAL ROD
 AB1286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1286_SP_SET: STAINLESS STEEL ROD
 AB1286_STAMPING: E 1408 1981
 AB1286_MARK LOGO: NGS   
 AB1286_PROJECTION: FLUSH
 AB1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1286_ROD/PIPE-DEPTH: 9.7  meters
 AB1286
 AB1286  HISTORY     - Date     Condition        Report By
 AB1286  HISTORY     - 1981     MONUMENTED       NGS
 AB1286
 AB1286                          STATION DESCRIPTION
 AB1286
 AB1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1286'3.1 KM (1.95 MI) NORTH FROM LYFORD.
 AB1286'0.2 KM (0.1 MI) EAST ALONG WEST BROADWAY STREET FROM THE LYFORD POST
 AB1286'OFFICE, THENCE 2.9 KM (1.85 MI) NORTH ALONG BUSINESS U.S. HIGHWAY
 AB1286'77, AT A PRIVATE DRIVE LEADING EAST TO THE RESIDENCE OF MR. HOFER.
 AB1286'0.2 KM (0.15 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY SPUR 56 EAST,
 AB1286'11.8 METERS (39.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 77, 3.1 METERS
 AB1286'(10.5 FT) NORTH OF THE CENTER OF A DOUBLE CHAIN LINK GATE, 2.2 METERS
 AB1286'(7.5 FT) SOUTH OF A CHAIN LINK CORNER FENCE, 6.5 METERS (21.5 FT) WEST
 AB1286'SOUTHWEST OF A POWERLINE POLE, AND 0.15 METERS (0.5 FT) WEST OF THE
 AB1286'CHAIN LINK FENCE.
 AB1286'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 AB1286'THE MARK IS ABOVE LEVEL WITH HIGHWAY 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1272 ***********************************************************************
 AE1272  DESIGNATION -  E 1409
 AE1272  PID         -  AE1272
 AE1272  STATE/COUNTY-  TX/STARR
 AE1272  USGS QUAD   -  LA GRULLA (1965)
 AE1272
 AE1272                         *CURRENT SURVEY CONTROL
 AE1272  ___________________________________________________________________
 AE1272* NAD 83(1986)-  26 19 21.     (N)    098 42 18.     (W)     SCALED    
 AE1272* NAVD 88     -        45.779  (meters)     150.19   (feet)  ADJUSTED  
 AE1272  ___________________________________________________________________
 AE1272  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE1272  DYNAMIC HT  -          45.703 (meters)     149.94  (feet)  COMP
 AE1272  MODELED GRAV-     978,990.5   (mgal)                       NAVD 88
 AE1272
 AE1272  VERT ORDER  -  FIRST     CLASS II
 AE1272
 AE1272.The horizontal coordinates were scaled from a topographic map and have
 AE1272.an estimated accuracy of +/- 6 seconds.
 AE1272
 AE1272.The orthometric height was determined by differential leveling
 AE1272.and adjusted by the National Geodetic Survey in June 1991..
 AE1272
 AE1272.The geoid height was determined by GEOID03.
 AE1272
 AE1272.The dynamic height is computed by dividing the NAVD 88
 AE1272.geopotential number by the normal gravity value computed on the
 AE1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1272.degrees latitude (g = 980.6199 gals.).
 AE1272
 AE1272.The modeled gravity was interpolated from observed gravity values.
 AE1272
 AE1272;                    North         East    Units  Estimated Accuracy
 AE1272;SPC TX S     - 5,072,680.      279,530.      MT  (+/- 180 meters Scaled)
 AE1272
 AE1272                          SUPERSEDED SURVEY CONTROL
 AE1272
 AE1272.No superseded survey control is available for this station.
 AE1272
 AE1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ294114(NAD 83)
 AE1272_MARKER: I = METAL ROD
 AE1272_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1272_SP_SET: STAINLESS STEEL ROD
 AE1272_STAMPING: E 1409 1981
 AE1272_MARK LOGO: NGS   
 AE1272_PROJECTION: FLUSH
 AE1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1272_ROD/PIPE-DEPTH: 9.4  meters
 AE1272
 AE1272  HISTORY     - Date     Condition        Report By
 AE1272  HISTORY     - 1981     MONUMENTED       NGS
 AE1272
 AE1272                          STATION DESCRIPTION
 AE1272
 AE1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1272'IN LA CASITA.
 AE1272'IN LA CASITA, AT THE GARCIAVILLE AND LA CASITA COMMUNITY CHURCH, AT
 AE1272'THE JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, 13.7 METERS (45.0 FT)
 AE1272'SOUTH SOUTHWEST OF THE CENTER OF FARM ROAD 1430, 11.6 METERS (38.0 FT)
 AE1272'NORTH NORTHWEST OF THE CENTER OF THE DIRT ROAD, 11.1 METERS (36.5 FT)
 AE1272'EAST OF THE EAST CORNER OF THE CHURCH, 2.7 METERS (8.9 FT) SOUTHEAST
 AE1272'OF THE EAST CORNER OF A CHAIN LINK FENCE BORDERING THE CHURCH,
 AE1272'2.0 METERS (6.5 FT) SOUTHEAST OF A FIRE HYDRANT, 0.6 METER (2.1 FT)
 AE1272'EAST SOUTHEAST OF A POWERLINE POLE WITH A GUY WIRE, AND 1.9 METERS
 AE1272'(6.1 FT) NORTH OF THE GUY WIRE ANCHOR.  NOTE, ROD DRIVEN TO REFUSAL.
 AE1272'THE MARK IS 0.31 M BELOW FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0282 ***********************************************************************
 EN0282  DESIGNATION -  E 141
 EN0282  PID         -  EN0282
 EN0282  STATE/COUNTY-  TX/FLOYD
 EN0282  USGS QUAD   -  STERLEY (1966)
 EN0282
 EN0282                         *CURRENT SURVEY CONTROL
 EN0282  ___________________________________________________________________
 EN0282* NAD 83(1986)-  34 11 07.     (N)    101 24 30.     (W)     SCALED    
 EN0282* NAVD 88     -       995.694  (meters)    3266.71   (feet)  ADJUSTED  
 EN0282  ___________________________________________________________________
 EN0282  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 EN0282  DYNAMIC HT  -         994.421 (meters)    3262.53  (feet)  COMP
 EN0282  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 EN0282
 EN0282  VERT ORDER  -  FIRST     CLASS II
 EN0282
 EN0282.The horizontal coordinates were scaled from a topographic map and have
 EN0282.an estimated accuracy of +/- 6 seconds.
 EN0282
 EN0282.The orthometric height was determined by differential leveling
 EN0282.and adjusted by the National Geodetic Survey in June 1991..
 EN0282
 EN0282.The geoid height was determined by GEOID03.
 EN0282
 EN0282.The dynamic height is computed by dividing the NAVD 88
 EN0282.geopotential number by the normal gravity value computed on the
 EN0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0282.degrees latitude (g = 980.6199 gals.).
 EN0282
 EN0282.The modeled gravity was interpolated from observed gravity values.
 EN0282
 EN0282;                    North         East    Units  Estimated Accuracy
 EN0282;SPC TXNC     - 2,283,020.      331,920.      MT  (+/- 180 meters Scaled)
 EN0282
 EN0282                          SUPERSEDED SURVEY CONTROL
 EN0282
 EN0282  NGVD 29 (??/??/92)  995.312  (m)         3265.45   (f) ADJ UNCH    1 2
 EN0282
 EN0282.Superseded values are not recommended for survey control.
 EN0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0282.See file dsdata.txt to determine how the superseded data were derived.
 EN0282
 EN0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC780853(NAD 83)
 EN0282_MARKER: DB = BENCH MARK DISK
 EN0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0282_STAMPING: 3265.453 E 141 1933
 EN0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0282+STABILITY: SURFACE MOTION
 EN0282
 EN0282  HISTORY     - Date     Condition        Report By
 EN0282  HISTORY     - 1933     MONUMENTED       CGS
 EN0282  HISTORY     - 1966     MARK NOT FOUND   USGS
 EN0282
 EN0282                          STATION DESCRIPTION
 EN0282
 EN0282'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EN0282'2.1 MI S FROM STERLEY.
 EN0282'2.1 MILES SOUTH ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM THE
 EN0282'STATION AT STERLEY, FLOYD COUNTY, AT STATION 3770+00 (MILEAGE 308.44),
 EN0282'ABOUT 11 RAILS NORTH OF A PRIVATE-ROAD CROSSING, ABOUT 2 RAILS SOUTH
 EN0282'OF A PUBLIC-ROAD CROSSING, ABOUT 45 FEET WEST OF THE TRACK, AND 13
 EN0282'FEET SOUTH OF A CORNER IN THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 EN0282'STAMPED 3265.453 E 141 1933 AND SET IN THE TOP OF A CONCRETE POST
 EN0282'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0618 ***********************************************************************
 CC0618  DESIGNATION -  E 1410
 CC0618  PID         -  CC0618
 CC0618  STATE/COUNTY-  TX/WARD
 CC0618  USGS QUAD   -  OZARK LAKE (1981)
 CC0618
 CC0618                         *CURRENT SURVEY CONTROL
 CC0618  ___________________________________________________________________
 CC0618* NAD 83(1986)-  31 23 18.     (N)    102 52 13.     (W)     SCALED    
 CC0618* NAVD 88     -       765.835  (meters)    2512.58   (feet)  ADJUSTED  
 CC0618  ___________________________________________________________________
 CC0618  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CC0618  DYNAMIC HT  -         764.760 (meters)    2509.05  (feet)  COMP
 CC0618  MODELED GRAV-     979,211.5   (mgal)                       NAVD 88
 CC0618
 CC0618  VERT ORDER  -  FIRST     CLASS II
 CC0618
 CC0618.The horizontal coordinates were scaled from a topographic map and have
 CC0618.an estimated accuracy of +/- 6 seconds.
 CC0618
 CC0618.The orthometric height was determined by differential leveling
 CC0618.and adjusted by the National Geodetic Survey in June 1991..
 CC0618
 CC0618.The geoid height was determined by GEOID03.
 CC0618
 CC0618.The dynamic height is computed by dividing the NAVD 88
 CC0618.geopotential number by the normal gravity value computed on the
 CC0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0618.degrees latitude (g = 980.6199 gals.).
 CC0618
 CC0618.The modeled gravity was interpolated from observed gravity values.
 CC0618
 CC0618;                    North         East    Units  Estimated Accuracy
 CC0618;SPC TX C     - 3,193,610.      458,740.      MT  (+/- 180 meters Scaled)
 CC0618
 CC0618                          SUPERSEDED SURVEY CONTROL
 CC0618
 CC0618.No superseded survey control is available for this station.
 CC0618
 CC0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ025746(NAD 83)
 CC0618_MARKER: DB = BENCH MARK DISK
 CC0618_SETTING: 66 = SET IN ROCK OUTCROP
 CC0618_SP_SET: ROCK OUTCROP
 CC0618_STAMPING: E 1410 1981
 CC0618_MARK LOGO: NGS   
 CC0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0618+STABILITY: POSITION/ELEVATION WELL
 CC0618
 CC0618  HISTORY     - Date     Condition        Report By
 CC0618  HISTORY     - 1981     MONUMENTED       NGS
 CC0618
 CC0618                          STATION DESCRIPTION
 CC0618
 CC0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0618'5.8 KM (3.6 MI) NORTH FROM GRANDFALLS.
 CC0618'5.8 KM (3.6 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0618'WITH STATE HIGHWAY 329 IN GRANDFALLS, ACROSS THE HIGHWAY FROM AN
 CC0618'ELECTRIC SUB-STATION, IN THE CENTER OF A 3 BY 6 FT EXPOSED AREA OF
 CC0618'OUTCROPPING BEDROCK, 34.1 METERS (112.0 FT) NORTH-NORTHEAST OF A
 CC0618'FENCE CORNER, 14.7 METERS (48.2 FT) WEST OF THE CENTERLINE OF THE
 CC0618'HIGHWAY, 13.7 METERS (45.1 FT) SOUTHEAST OF UTILITY POLE NUMBER
 CC0618'533 AND 8.5 METERS (28.0 FT) EAST OF A FENCE.
 CC0618'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0592 ***********************************************************************
 BP0592  DESIGNATION -  E 1411
 BP0592  PID         -  BP0592
 BP0592  STATE/COUNTY-  TX/PECOS
 BP0592  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0592
 BP0592                         *CURRENT SURVEY CONTROL
 BP0592  ___________________________________________________________________
 BP0592* NAD 83(1986)-  30 53 07.     (N)    102 52 15.     (W)     SCALED    
 BP0592* NAVD 88     -       893.528  (meters)    2931.52   (feet)  ADJUSTED  
 BP0592  ___________________________________________________________________
 BP0592  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0592  DYNAMIC HT  -         892.168 (meters)    2927.05  (feet)  COMP
 BP0592  MODELED GRAV-     979,089.7   (mgal)                       NAVD 88
 BP0592
 BP0592  VERT ORDER  -  FIRST     CLASS II
 BP0592
 BP0592.The horizontal coordinates were scaled from a topographic map and have
 BP0592.an estimated accuracy of +/- 6 seconds.
 BP0592
 BP0592.The orthometric height was determined by differential leveling
 BP0592.and adjusted by the National Geodetic Survey in June 1991..
 BP0592
 BP0592.The geoid height was determined by GEOID03.
 BP0592
 BP0592.The dynamic height is computed by dividing the NAVD 88
 BP0592.geopotential number by the normal gravity value computed on the
 BP0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0592.degrees latitude (g = 980.6199 gals.).
 BP0592
 BP0592.The modeled gravity was interpolated from observed gravity values.
 BP0592
 BP0592;                    North         East    Units  Estimated Accuracy
 BP0592;SPC TX C     - 3,137,860.      457,420.      MT  (+/- 180 meters Scaled)
 BP0592
 BP0592                          SUPERSEDED SURVEY CONTROL
 BP0592
 BP0592.No superseded survey control is available for this station.
 BP0592
 BP0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ035188(NAD 83)
 BP0592_MARKER: I = METAL ROD
 BP0592_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0592+WITH SETTING: INFORMATION.
 BP0592_SP_SET: SHALLOW SET METAL ROD
 BP0592_STAMPING: E 1411 1981
 BP0592_MARK LOGO: NGS   
 BP0592_PROJECTION: FLUSH
 BP0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0592+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 BP0592_ROD/PIPE-DEPTH: 2.1  meters
 BP0592
 BP0592  HISTORY     - Date     Condition        Report By
 BP0592  HISTORY     - 1981     MONUMENTED       NGS
 BP0592  HISTORY     - 20030826 GOOD             USPSQD
 BP0592
 BP0592                          STATION DESCRIPTION
 BP0592
 BP0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0592'0.9 KM (0.55 MI) SE FROM FORT STOCKTON.
 BP0592'0.9 KM (0.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0592'WITH U.S. HIGHWAYS 67, 290, AND 385 IN FORT STOCKTON, EAST OF THE CITY
 BP0592'PARK ENTRANCE, 59.7 METERS (195.9 FT) EAST-NORTHEAST OF THE CENTERLINE
 BP0592'OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BP0592'LOGO CAP.
 BP0592'THE MARK IS 0.3 METERS  WSW FROM  A FENCE AND WITNESS POST
 BP0592'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0592
 BP0592                          STATION RECOVERY (2003)
 BP0592
 BP0592'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0657 ***********************************************************************
 BP0657  DESIGNATION -  E 1412
 BP0657  PID         -  BP0657
 BP0657  STATE/COUNTY-  TX/TERRELL
 BP0657  USGS QUAD   -  SANDERSON SE (1969)
 BP0657
 BP0657                         *CURRENT SURVEY CONTROL
 BP0657  ___________________________________________________________________
 BP0657* NAD 83(1986)-  30 03 41.     (N)    102 17 50.     (W)     SCALED    
 BP0657* NAVD 88     -       759.652  (meters)    2492.29   (feet)  ADJUSTED  
 BP0657  ___________________________________________________________________
 BP0657  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BP0657  DYNAMIC HT  -         758.501 (meters)    2488.52  (feet)  COMP
 BP0657  MODELED GRAV-     979,102.1   (mgal)                       NAVD 88
 BP0657
 BP0657  VERT ORDER  -  FIRST     CLASS II
 BP0657
 BP0657.The horizontal coordinates were scaled from a topographic map and have
 BP0657.an estimated accuracy of +/- 6 seconds.
 BP0657
 BP0657.The orthometric height was determined by differential leveling
 BP0657.and adjusted by the National Geodetic Survey in June 1991..
 BP0657
 BP0657.The geoid height was determined by GEOID03.
 BP0657
 BP0657.The dynamic height is computed by dividing the NAVD 88
 BP0657.geopotential number by the normal gravity value computed on the
 BP0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0657.degrees latitude (g = 980.6199 gals.).
 BP0657
 BP0657.The modeled gravity was interpolated from observed gravity values.
 BP0657
 BP0657;                    North         East    Units  Estimated Accuracy
 BP0657;SPC TXSC     - 4,251,420.      282,120.      MT  (+/- 180 meters Scaled)
 BP0657
 BP0657                          SUPERSEDED SURVEY CONTROL
 BP0657
 BP0657.No superseded survey control is available for this station.
 BP0657
 BP0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP605286(NAD 83)
 BP0657_MARKER: DB = BENCH MARK DISK
 BP0657_SETTING: 66 = SET IN ROCK OUTCROP
 BP0657_SP_SET: ROCK OUTCROP
 BP0657_STAMPING: E 1412 1981
 BP0657_MARK LOGO: NGS   
 BP0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0657+STABILITY: POSITION/ELEVATION WELL
 BP0657
 BP0657  HISTORY     - Date     Condition        Report By
 BP0657  HISTORY     - 1981     MONUMENTED       NGS
 BP0657
 BP0657                          STATION DESCRIPTION
 BP0657
 BP0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0657'15.3 KM (9.5 MI) SE FROM SANDERSON.
 BP0657'0.1 KM (0.05 MI) NORTH ALONG PERSIMMON AVENUE FROM THE SOUTHERN
 BP0657'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 15.2 KM (9.45 MI)
 BP0657'SOUTHEAST ALONG U.S. HIGHWAY 90, AT THE WEST END OF A HIGHWAY CUT,
 BP0657'IN A 6 BY 15 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 24.4 METERS
 BP0657'(47.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 3.7
 BP0657'METERS (12.1 FT) SOUTH OF A FENCE.
 BP0657'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BP0657'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2257 ***********************************************************************
 BK2257  DESIGNATION -  E 1413
 BK2257  PID         -  BK2257
 BK2257  STATE/COUNTY-  TX/ORANGE
 BK2257  USGS QUAD   -  ORANGE (1996)
 BK2257
 BK2257                         *CURRENT SURVEY CONTROL
 BK2257  ___________________________________________________________________
 BK2257* NAD 83(1986)-  30 07 11.     (N)    093 44 21.     (W)     SCALED    
 BK2257* NAVD 88     -         3.329  (meters)      10.92   (feet)  ADJUSTED  
 BK2257  ___________________________________________________________________
 BK2257  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK2257  DYNAMIC HT  -           3.325 (meters)      10.91  (feet)  COMP
 BK2257  MODELED GRAV-     979,311.1   (mgal)                       NAVD 88
 BK2257
 BK2257  VERT ORDER  -  FIRST     CLASS II
 BK2257
 BK2257.The horizontal coordinates were scaled from a topographic map and have
 BK2257.an estimated accuracy of +/- 6 seconds.
 BK2257
 BK2257.The orthometric height was determined by differential leveling
 BK2257.and adjusted by the National Geodetic Survey in June 1991..
 BK2257
 BK2257.The geoid height was determined by GEOID03.
 BK2257
 BK2257.The dynamic height is computed by dividing the NAVD 88
 BK2257.geopotential number by the normal gravity value computed on the
 BK2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2257.degrees latitude (g = 980.6199 gals.).
 BK2257
 BK2257.The modeled gravity was interpolated from observed gravity values.
 BK2257
 BK2257;                    North         East    Units  Estimated Accuracy
 BK2257;SPC TX C     - 3,069,060.    1,335,110.      MT  (+/- 180 meters Scaled)
 BK2257
 BK2257                          SUPERSEDED SURVEY CONTROL
 BK2257
 BK2257  NGVD 29 (??/??/??)    3.275  (m)           10.74   (f) ADJUSTED    1 2
 BK2257
 BK2257.Superseded values are not recommended for survey control.
 BK2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2257.See file dsdata.txt to determine how the superseded data were derived.
 BK2257
 BK2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP287322(NAD 83)
 BK2257_MARKER: I = METAL ROD
 BK2257_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2257_STAMPING: E 1413 1981
 BK2257_MARK LOGO: NGS   
 BK2257_PROJECTION: FLUSH
 BK2257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2257+STABILITY: POSITION/ELEVATION WELL
 BK2257_ROD/PIPE-DEPTH: 11.0 meters
 BK2257
 BK2257  HISTORY     - Date     Condition        Report By
 BK2257  HISTORY     - 1981     MONUMENTED       NGS
 BK2257  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK2257  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK2257
 BK2257                          STATION DESCRIPTION
 BK2257
 BK2257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2257'4.05 KM (2.55 MI) NORTH FROM ORANGE.
 BK2257'2.95 KILOMETERS (1.85 MILES) NORTH ALONG 16TH STREET FROM THE JUNCTION
 BK2257'OF GREEN STREET IN ORANGE, THENCE 1.1 KILOMETERS (0.7 MILE) EAST ALONG
 BK2257'INTERSTATE HIGHWAY 10 (INCLUDING RAMP MILEAGE) TO A MERGE SIGN AND THE
 BK2257'MARK ON THE RIGHT, 17.68 METERS (58.0 FEET) NORTH OF THE CENTERLINE OF
 BK2257'LUTCHER DRIVE, 6.84 METERS (29.0 FEET) SOUTH OF THE CENTERLINE OF THE
 BK2257'EASTBOUND LANE OF THE INTERSTATE, 0.61 METER (2.0 FEET) EAST OF A
 BK2257'MERGE SIGN.
 BK2257'THE MARK IS 0.2 M BELOW HIGHWAY.
 BK2257
 BK2257                          STATION RECOVERY (2001)
 BK2257
 BK2257'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK2257'MARK NOT FOUND.
 BK2257
 BK2257                          STATION RECOVERY (2004)
 BK2257
 BK2257'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0614 ***********************************************************************
 BP0614  DESIGNATION -  E 1414
 BP0614  PID         -  BP0614
 BP0614  STATE/COUNTY-  TX/PECOS
 BP0614  USGS QUAD   -  PANTHER TANK (1980)
 BP0614
 BP0614                         *CURRENT SURVEY CONTROL
 BP0614  ___________________________________________________________________
 BP0614* NAD 83(1986)-  30 36 42.     (N)    102 37 55.     (W)     SCALED    
 BP0614* NAVD 88     -       991.059  (meters)    3251.50   (feet)  ADJUSTED  
 BP0614  ___________________________________________________________________
 BP0614  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 BP0614  DYNAMIC HT  -         989.516 (meters)    3246.44  (feet)  COMP
 BP0614  MODELED GRAV-     979,050.9   (mgal)                       NAVD 88
 BP0614
 BP0614  VERT ORDER  -  FIRST     CLASS II
 BP0614
 BP0614.The horizontal coordinates were scaled from a topographic map and have
 BP0614.an estimated accuracy of +/- 6 seconds.
 BP0614
 BP0614.The orthometric height was determined by differential leveling
 BP0614.and adjusted by the National Geodetic Survey in June 1991..
 BP0614
 BP0614.The geoid height was determined by GEOID03.
 BP0614
 BP0614.The dynamic height is computed by dividing the NAVD 88
 BP0614.geopotential number by the normal gravity value computed on the
 BP0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0614.degrees latitude (g = 980.6199 gals.).
 BP0614
 BP0614.The modeled gravity was interpolated from observed gravity values.
 BP0614
 BP0614;                    North         East    Units  Estimated Accuracy
 BP0614;SPC TX C     - 3,107,040.      479,630.      MT  (+/- 180 meters Scaled)
 BP0614
 BP0614                          SUPERSEDED SURVEY CONTROL
 BP0614
 BP0614.No superseded survey control is available for this station.
 BP0614
 BP0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP270889(NAD 83)
 BP0614_MARKER: I = METAL ROD
 BP0614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0614_SP_SET: STAINLESS STEEL ROD
 BP0614_STAMPING: E 1414 1981
 BP0614_MARK LOGO: NGS   
 BP0614_PROJECTION: FLUSH
 BP0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0614_ROD/PIPE-DEPTH: 9.8  meters
 BP0614
 BP0614  HISTORY     - Date     Condition        Report By
 BP0614  HISTORY     - 1981     MONUMENTED       NGS
 BP0614
 BP0614                          STATION DESCRIPTION
 BP0614
 BP0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0614'39.1 KM (24.3 MI) SE FROM FORT STOCKTON.
 BP0614'39.1 KM (24.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0614'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 18.1 METERS
 BP0614'(59.4 FT) NORTHEAST OF THE EXTENDED CENTER OF A GRAVEL ROAD LEADING
 BP0614'SOUTH-SOUTHWEST, 0.2 KM (0.1 MI) EAST-SOUTHEAST OF A CARRAL, 18.1
 BP0614'METERS (59.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.4
 BP0614'METERS (57.1 FT) SOUTHEAST OF A UTILITY POLE AND 5.4 METERS (17.7 FT)
 BP0614'SOUTHEAST OF THE SOUTHEAST POST OF A GATE.  NOTE=ACCESS TO THE DATUM
 BP0614'POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0614'THE MARK IS 0.5 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0614'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0438 ***********************************************************************
 AZ0438  DESIGNATION -  E 1415
 AZ0438  PID         -  AZ0438
 AZ0438  STATE/COUNTY-  TX/VAL VERDE
 AZ0438  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0438
 AZ0438                         *CURRENT SURVEY CONTROL
 AZ0438  ___________________________________________________________________
 AZ0438* NAD 83(1986)-  29 30 06.     (N)    101 03 17.     (W)     SCALED    
 AZ0438* NAVD 88     -       355.367  (meters)    1165.90   (feet)  ADJUSTED  
 AZ0438  ___________________________________________________________________
 AZ0438  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0438  DYNAMIC HT  -         354.850 (meters)    1164.20  (feet)  COMP
 AZ0438  MODELED GRAV-     979,176.5   (mgal)                       NAVD 88
 AZ0438
 AZ0438  VERT ORDER  -  FIRST     CLASS II
 AZ0438
 AZ0438.The horizontal coordinates were scaled from a topographic map and have
 AZ0438.an estimated accuracy of +/- 6 seconds.
 AZ0438
 AZ0438.The orthometric height was determined by differential leveling
 AZ0438.and adjusted by the National Geodetic Survey in June 1991..
 AZ0438
 AZ0438.The geoid height was determined by GEOID03.
 AZ0438
 AZ0438.The dynamic height is computed by dividing the NAVD 88
 AZ0438.geopotential number by the normal gravity value computed on the
 AZ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0438.degrees latitude (g = 980.6199 gals.).
 AZ0438
 AZ0438.The modeled gravity was interpolated from observed gravity values.
 AZ0438
 AZ0438;                    North         East    Units  Estimated Accuracy
 AZ0438;SPC TXSC     - 4,186,650.      400,800.      MT  (+/- 180 meters Scaled)
 AZ0438
 AZ0438                          SUPERSEDED SURVEY CONTROL
 AZ0438
 AZ0438.No superseded survey control is available for this station.
 AZ0438
 AZ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT008653(NAD 83)
 AZ0438_MARKER: DB = BENCH MARK DISK
 AZ0438_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0438_SP_SET: ROCK OUTCROP
 AZ0438_STAMPING: E 1415 1981
 AZ0438_MARK LOGO: NGS   
 AZ0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0438+STABILITY: POSITION/ELEVATION WELL
 AZ0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0438+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0438
 AZ0438  HISTORY     - Date     Condition        Report By
 AZ0438  HISTORY     - 1981     MONUMENTED       NGS
 AZ0438  HISTORY     - 19990525 GOOD             USPSQD
 AZ0438  HISTORY     - 20030425 GOOD             USPSQD
 AZ0438
 AZ0438                          STATION DESCRIPTION
 AZ0438
 AZ0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0438'17.6 KM (10.95 MI) NW FROM DEL RIO.
 AZ0438'17.6 KM (10.95 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0438'WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, IN A 3 BY 4 FT EXPOSED AREA
 AZ0438'OF OUTCROPPING BEDROCK, 73.0 METERS (239.5 FT) SOUTHWEST OF A WOODEN
 AZ0438'STILE LEADING TO THE AMISTAD HUNTING AREA NUMBER 1, 25.5 METERS
 AZ0438'(83.7 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 13.4
 AZ0438'METERS (44.0 FT) NORTHEAST OF A FENCE.
 AZ0438'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AZ0438'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 AZ0438
 AZ0438                          STATION RECOVERY (1999)
 AZ0438
 AZ0438'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0438'RECOVERED IN GOOD CONDITION.
 AZ0438
 AZ0438                          STATION RECOVERY (2003)
 AZ0438
 AZ0438'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0414 ***********************************************************************
 AZ0414  DESIGNATION -  E 1416
 AZ0414  PID         -  AZ0414
 AZ0414  STATE/COUNTY-  TX/VAL VERDE
 AZ0414  USGS QUAD   -  SEMINOLE CANYON (1972)
 AZ0414
 AZ0414                         *CURRENT SURVEY CONTROL
 AZ0414  ___________________________________________________________________
 AZ0414* NAD 83(1986)-  29 42 13.     (N)    101 20 35.     (W)     SCALED    
 AZ0414* NAVD 88     -       417.117  (meters)    1368.49   (feet)  ADJUSTED  
 AZ0414  ___________________________________________________________________
 AZ0414  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0414  DYNAMIC HT  -         416.511 (meters)    1366.50  (feet)  COMP
 AZ0414  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 AZ0414
 AZ0414  VERT ORDER  -  FIRST     CLASS II
 AZ0414
 AZ0414.The horizontal coordinates were scaled from a topographic map and have
 AZ0414.an estimated accuracy of +/- 6 seconds.
 AZ0414
 AZ0414.The orthometric height was determined by differential leveling
 AZ0414.and adjusted by the National Geodetic Survey in June 1991..
 AZ0414
 AZ0414.The geoid height was determined by GEOID03.
 AZ0414
 AZ0414.The dynamic height is computed by dividing the NAVD 88
 AZ0414.geopotential number by the normal gravity value computed on the
 AZ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0414.degrees latitude (g = 980.6199 gals.).
 AZ0414
 AZ0414.The modeled gravity was interpolated from observed gravity values.
 AZ0414
 AZ0414;                    North         East    Units  Estimated Accuracy
 AZ0414;SPC TXSC     - 4,209,550.      373,300.      MT  (+/- 180 meters Scaled)
 AZ0414
 AZ0414                          SUPERSEDED SURVEY CONTROL
 AZ0414
 AZ0414.No superseded survey control is available for this station.
 AZ0414
 AZ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT733882(NAD 83)
 AZ0414_MARKER: DB = BENCH MARK DISK
 AZ0414_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0414_SP_SET: ROCK OUTCROP
 AZ0414_STAMPING: E 1416 1981
 AZ0414_MARK LOGO: NGS   
 AZ0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0414+STABILITY: POSITION/ELEVATION WELL
 AZ0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0414+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0414
 AZ0414  HISTORY     - Date     Condition        Report By
 AZ0414  HISTORY     - 1981     MONUMENTED       NGS
 AZ0414  HISTORY     - 19990119 GOOD             USPSQD
 AZ0414  HISTORY     - 20020123 GOOD             USPSQD
 AZ0414  HISTORY     - 20030425 GOOD             USPSQD
 AZ0414
 AZ0414                          STATION DESCRIPTION
 AZ0414
 AZ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0414'17.0 KM (10.55 MI) NW FROM COMSTOCK.
 AZ0414'17.0 KM (10.55 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0414'WITH STATE HIGHWAY 163 IN COMSTOCK, 0.9 KM (0.55 MI) SOUTHEAST OF THE
 AZ0414'HIGHWAY BRIDGE OVER THE PECOS RIVER, IN THE NORTHWEST END OF A 20 BY
 AZ0414'80 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 29.3 METERS (96.1 FT)
 AZ0414'SOUTHEAST OF THE EXTENDED CENTER OF A PAVED ROAD LEADING EAST TO THE
 AZ0414'PECOS RIVER PUBLIC BOAT RAMP, 25.8 METERS (84.6 FT) NORTH-NORTHEAST
 AZ0414'OF THE CENTERLINE OF THE HIGHWAY AND 4.6 METERS (15.1 FT) SOUTHWEST
 AZ0414'OF A FENCE.
 AZ0414'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 AZ0414'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 AZ0414
 AZ0414                          STATION RECOVERY (1999)
 AZ0414
 AZ0414'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0414'RECOVERED IN GOOD CONDITION.
 AZ0414
 AZ0414                          STATION RECOVERY (2002)
 AZ0414
 AZ0414'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AZ0414'PAVED ROAD LEADS WEST (NOT EAST) TO THE PECOS RIVER PUBLIC BOAT RAMP.
 AZ0414'WITNESS POST IS BENT FLAT AGAINST THE GROUND.
 AZ0414
 AZ0414                          STATION RECOVERY (2003)
 AZ0414
 AZ0414'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0644 ***********************************************************************
 BP0644  DESIGNATION -  E 1417
 BP0644  PID         -  BP0644
 BP0644  STATE/COUNTY-  TX/TERRELL
 BP0644  USGS QUAD   -  SANDERSON (1969)
 BP0644
 BP0644                         *CURRENT SURVEY CONTROL
 BP0644  ___________________________________________________________________
 BP0644* NAD 83(1986)-  30 12 15.     (N)    102 24 29.     (W)     SCALED    
 BP0644* NAVD 88     -       924.470  (meters)    3033.03   (feet)  ADJUSTED  
 BP0644  ___________________________________________________________________
 BP0644  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BP0644  DYNAMIC HT  -         923.041 (meters)    3028.34  (feet)  COMP
 BP0644  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 BP0644
 BP0644  VERT ORDER  -  FIRST     CLASS II
 BP0644
 BP0644.The horizontal coordinates were scaled from a topographic map and have
 BP0644.an estimated accuracy of +/- 6 seconds.
 BP0644
 BP0644.The orthometric height was determined by differential leveling
 BP0644.and adjusted by the National Geodetic Survey in June 1991..
 BP0644
 BP0644.The geoid height was determined by GEOID03.
 BP0644
 BP0644.The dynamic height is computed by dividing the NAVD 88
 BP0644.geopotential number by the normal gravity value computed on the
 BP0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0644.degrees latitude (g = 980.6199 gals.).
 BP0644
 BP0644.The modeled gravity was interpolated from observed gravity values.
 BP0644
 BP0644;                    North         East    Units  Estimated Accuracy
 BP0644;SPC TXSC     - 4,267,540.      271,900.      MT  (+/- 180 meters Scaled)
 BP0644
 BP0644                          SUPERSEDED SURVEY CONTROL
 BP0644
 BP0644.No superseded survey control is available for this station.
 BP0644
 BP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP495442(NAD 83)
 BP0644_MARKER: DB = BENCH MARK DISK
 BP0644_SETTING: 66 = SET IN ROCK OUTCROP
 BP0644_SP_SET: ROCK OUTCROP
 BP0644_STAMPING: E 1417 1981
 BP0644_MARK LOGO: NGS   
 BP0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0644+STABILITY: POSITION/ELEVATION WELL
 BP0644
 BP0644  HISTORY     - Date     Condition        Report By
 BP0644  HISTORY     - 1981     MONUMENTED       NGS
 BP0644
 BP0644                          STATION DESCRIPTION
 BP0644
 BP0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0644'6.7 KM (4.15 MI) NORTH FROM SANDERSON.
 BP0644'6.7 KM (4.15 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0644'WITH U.S. HIGHWAY 90 IN SANDERSON, IN A 5 BY 20 FT EXPOSED AREA OF
 BP0644'OUTCROPPING BEDROCK, 57.0 METERS (187.0 FT) EAST-NORTHEAST OF THE
 BP0644'CENTERLINE OF THE HIGHWAY, 49.1 METERS (161.1 FT) EAST OF THE
 BP0644'SOUTHEAST CORNER OF A MULTI-BOX CULVERT, 28.7 METERS (94.2 FT)
 BP0644'EAST-NORTHEAST OF A FENCE AND 19.2 METERS (63.0 FT) SOUTHEAST OF A
 BP0644'UTILITY POLE.
 BP0644'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 BP0644'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0378 ***********************************************************************
 AZ0378  DESIGNATION -  E 1418
 AZ0378  PID         -  AZ0378
 AZ0378  STATE/COUNTY-  TX/TERRELL
 AZ0378  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0378
 AZ0378                         *CURRENT SURVEY CONTROL
 AZ0378  ___________________________________________________________________
 AZ0378* NAD 83(1986)-  29 54 58.     (N)    101 54 43.     (W)     SCALED    
 AZ0378* NAVD 88     -       568.957  (meters)    1866.65   (feet)  ADJUSTED  
 AZ0378  ___________________________________________________________________
 AZ0378  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AZ0378  DYNAMIC HT  -         568.111 (meters)    1863.88  (feet)  COMP
 AZ0378  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 AZ0378
 AZ0378  VERT ORDER  -  FIRST     CLASS II
 AZ0378
 AZ0378.The horizontal coordinates were scaled from a topographic map and have
 AZ0378.an estimated accuracy of +/- 6 seconds.
 AZ0378
 AZ0378.The orthometric height was determined by differential leveling
 AZ0378.and adjusted by the National Geodetic Survey in June 1991..
 AZ0378
 AZ0378.The geoid height was determined by GEOID03.
 AZ0378
 AZ0378.The dynamic height is computed by dividing the NAVD 88
 AZ0378.geopotential number by the normal gravity value computed on the
 AZ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0378.degrees latitude (g = 980.6199 gals.).
 AZ0378
 AZ0378.The modeled gravity was interpolated from observed gravity values.
 AZ0378
 AZ0378;                    North         East    Units  Estimated Accuracy
 AZ0378;SPC TXSC     - 4,234,330.      318,850.      MT  (+/- 180 meters Scaled)
 AZ0378
 AZ0378                          SUPERSEDED SURVEY CONTROL
 AZ0378
 AZ0378.No superseded survey control is available for this station.
 AZ0378
 AZ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU188130(NAD 83)
 AZ0378_MARKER: I = METAL ROD
 AZ0378_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AZ0378+WITH SETTING: INFORMATION.
 AZ0378_SP_SET: SHALLOW SET METAL ROD
 AZ0378_STAMPING: E 1418 1981
 AZ0378_MARK LOGO: NGS   
 AZ0378_PROJECTION: FLUSH
 AZ0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0378_ROD/PIPE-DEPTH: 0.9  meters
 AZ0378
 AZ0378  HISTORY     - Date     Condition        Report By
 AZ0378  HISTORY     - 1981     MONUMENTED       NGS
 AZ0378
 AZ0378                          STATION DESCRIPTION
 AZ0378
 AZ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0378'25.3 KM (15.7 MI) SE FROM DRYDEN.
 AZ0378'25.3 KM (15.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 AZ0378'IN DRYDEN, AT A CURVE IN THE HIGHWAY, 0.5 KM (0.3 MI) NORTHWEST OF A
 AZ0378'TRACK ROAD LEADING SOUTH, 23.2 METERS (76.1 FT) NORTHEAST OF THE
 AZ0378'CENTERLINE OF THE HIGHWAY AND 0.3 METER (1.0 FT) SOUTHWEST OF A
 AZ0378'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AZ0378'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 AZ0378'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0769 ***********************************************************************
 BP0769  DESIGNATION -  E 1419
 BP0769  PID         -  BP0769
 BP0769  STATE/COUNTY-  TX/TERRELL
 BP0769  USGS QUAD   -  SANDERSON (1969)
 BP0769
 BP0769                         *CURRENT SURVEY CONTROL
 BP0769  ___________________________________________________________________
 BP0769* NAD 83(1986)-  30 08 54.     (N)    102 24 51.     (W)     SCALED    
 BP0769* NAVD 88     -       858.216  (meters)    2815.66   (feet)  ADJUSTED  
 BP0769  ___________________________________________________________________
 BP0769  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 BP0769  DYNAMIC HT  -         856.886 (meters)    2811.30  (feet)  COMP
 BP0769  MODELED GRAV-     979,062.9   (mgal)                       NAVD 88
 BP0769
 BP0769  VERT ORDER  -  FIRST     CLASS II
 BP0769
 BP0769.The horizontal coordinates were scaled from a topographic map and have
 BP0769.an estimated accuracy of +/- 6 seconds.
 BP0769
 BP0769.The orthometric height was determined by differential leveling
 BP0769.and adjusted by the National Geodetic Survey in June 1991..
 BP0769
 BP0769.The geoid height was determined by GEOID03.
 BP0769
 BP0769.The dynamic height is computed by dividing the NAVD 88
 BP0769.geopotential number by the normal gravity value computed on the
 BP0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0769.degrees latitude (g = 980.6199 gals.).
 BP0769
 BP0769.The modeled gravity was interpolated from observed gravity values.
 BP0769
 BP0769;                    North         East    Units  Estimated Accuracy
 BP0769;SPC TXSC     - 4,261,370.      271,130.      MT  (+/- 180 meters Scaled)
 BP0769
 BP0769                          SUPERSEDED SURVEY CONTROL
 BP0769
 BP0769.No superseded survey control is available for this station.
 BP0769
 BP0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP490380(NAD 83)
 BP0769_MARKER: DB = BENCH MARK DISK
 BP0769_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BP0769_SP_SET: BRIDGE ABUTMENT
 BP0769_STAMPING: E 1419 1981
 BP0769_MARK LOGO: NGS   
 BP0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0769
 BP0769  HISTORY     - Date     Condition        Report By
 BP0769  HISTORY     - 1981     MONUMENTED       NGS
 BP0769
 BP0769                          STATION DESCRIPTION
 BP0769
 BP0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0769'1.9 KM (1.15 MI) WEST FROM SANDERSON.
 BP0769'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0769'PACIFIC RAILROAD STATION IN SANDERSON, THENCE WESTERLY 1.7 KM (1.05
 BP0769'MI) ALONG U.S. HIGHWAY 90, IN TOP OF THE NORTH END OF THE EAST
 BP0769'ABUTMENT OF A BRIDGE OVER THREEMILE DRAW, 5.3 METERS (17.4 FT) NORTH
 BP0769'OF THE CENTERLINE OF THE HIGHWAY AND 0.4 METER (1.3 FT) NORTH OF THE
 BP0769'BRIDGE GUARDRAIL.
 BP0769'THE MARK IS 1.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0368 ***********************************************************************
 DP0368  DESIGNATION -  E 142
 DP0368  PID         -  DP0368
 DP0368  STATE/COUNTY-  TX/LUBBOCK
 DP0368  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0368
 DP0368                         *CURRENT SURVEY CONTROL
 DP0368  ___________________________________________________________________
 DP0368* NAD 83(1986)-  33 35 18.     (N)    101 52 59.     (W)     SCALED    
 DP0368* NAVD 88     -       982.249  (meters)    3222.60   (feet)  ADJUSTED  
 DP0368  ___________________________________________________________________
 DP0368  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 DP0368  DYNAMIC HT  -         980.975 (meters)    3218.42  (feet)  COMP
 DP0368  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 DP0368
 DP0368  VERT ORDER  -  FIRST     CLASS II
 DP0368
 DP0368.The horizontal coordinates were scaled from a topographic map and have
 DP0368.an estimated accuracy of +/- 6 seconds.
 DP0368
 DP0368.The orthometric height was determined by differential leveling
 DP0368.and adjusted by the National Geodetic Survey in June 1991..
 DP0368
 DP0368.The geoid height was determined by GEOID03.
 DP0368
 DP0368.The dynamic height is computed by dividing the NAVD 88
 DP0368.geopotential number by the normal gravity value computed on the
 DP0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0368.degrees latitude (g = 980.6199 gals.).
 DP0368
 DP0368.The modeled gravity was interpolated from observed gravity values.
 DP0368
 DP0368;                    North         East    Units  Estimated Accuracy
 DP0368;SPC TXNC     - 2,218,150.      286,040.      MT  (+/- 180 meters Scaled)
 DP0368
 DP0368                          SUPERSEDED SURVEY CONTROL
 DP0368
 DP0368  NGVD 29 (??/??/92)  981.878  (m)         3221.38   (f) ADJ UNCH    1 2
 DP0368
 DP0368.Superseded values are not recommended for survey control.
 DP0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0368.See file dsdata.txt to determine how the superseded data were derived.
 DP0368
 DP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC324202(NAD 83)
 DP0368_MARKER: DB = BENCH MARK DISK
 DP0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0368_STAMPING: 3221.378 F 142 1933
 DP0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0368+STABILITY: SURFACE MOTION
 DP0368
 DP0368  HISTORY     - Date     Condition        Report By
 DP0368  HISTORY     - 1933     MONUMENTED       CGS
 DP0368  HISTORY     - 1942     GOOD             NGS
 DP0368
 DP0368                          STATION DESCRIPTION
 DP0368
 DP0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 DP0368'3.1 MI SW FROM LUBBOCK.
 DP0368'3.1 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0368'STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 40 FEET SOUTHWEST OF
 DP0368'MILEPOST 2, ABOUT 3-1/2 RAILS SOUTHWEST OF A PRIVATE-ROAD CROSSING,
 DP0368'ABOUT 45 FEET NORTHWEST OF THE TRACK, AND AT THE RIGHT-OF-WAY FENCE
 DP0368'LINE.  A STANDARD DISK, STAMPED 3221.378 E 142 1933 AND SET IN THE TOP
 DP0368'OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1307 ***********************************************************************
 AE1307  DESIGNATION -  E 1420
 AE1307  PID         -  AE1307
 AE1307  STATE/COUNTY-  TX/STARR
 AE1307  USGS QUAD   -  FALCON VILLAGE (1965)
 AE1307
 AE1307                         *CURRENT SURVEY CONTROL
 AE1307  ___________________________________________________________________
 AE1307* NAD 83(1986)-  26 33 10.     (N)    099 08 41.     (W)     SCALED    
 AE1307* NAVD 88     -        98.512  (meters)     323.20   (feet)  ADJUSTED  
 AE1307  ___________________________________________________________________
 AE1307  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AE1307  DYNAMIC HT  -          98.351 (meters)     322.67  (feet)  COMP
 AE1307  MODELED GRAV-     979,015.0   (mgal)                       NAVD 88
 AE1307
 AE1307  VERT ORDER  -  FIRST     CLASS II
 AE1307
 AE1307.The horizontal coordinates were scaled from a topographic map and have
 AE1307.an estimated accuracy of +/- 6 seconds.
 AE1307
 AE1307.The orthometric height was determined by differential leveling
 AE1307.and adjusted by the National Geodetic Survey in June 1991..
 AE1307
 AE1307.The geoid height was determined by GEOID03.
 AE1307
 AE1307.The dynamic height is computed by dividing the NAVD 88
 AE1307.geopotential number by the normal gravity value computed on the
 AE1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1307.degrees latitude (g = 980.6199 gals.).
 AE1307
 AE1307.The modeled gravity was interpolated from observed gravity values.
 AE1307
 AE1307;                    North         East    Units  Estimated Accuracy
 AE1307;SPC TX S     - 5,098,340.      235,760.      MT  (+/- 180 meters Scaled)
 AE1307
 AE1307                          SUPERSEDED SURVEY CONTROL
 AE1307
 AE1307.No superseded survey control is available for this station.
 AE1307
 AE1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ855369(NAD 83)
 AE1307_MARKER: I = METAL ROD
 AE1307_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE1307+WITH SETTING: INFORMATION.
 AE1307_SP_SET: SHALLOW SET METAL ROD
 AE1307_STAMPING: E 1420 1981
 AE1307_MARK LOGO: NGS   
 AE1307_PROJECTION: FLUSH
 AE1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1307_ROD/PIPE-DEPTH: 2.6  meters
 AE1307
 AE1307  HISTORY     - Date     Condition        Report By
 AE1307  HISTORY     - 1981     MONUMENTED       NGS
 AE1307  HISTORY     - 20040516 GOOD             USPSQD
 AE1307
 AE1307                          STATION DESCRIPTION
 AE1307
 AE1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1307'3.0 KM (1.85 MI) NW FROM FALCON HEIGHTS.
 AE1307'0.40 KM (0.25 MI) NORTH NORTHWEST ALONG FARM ROAD 2098 FROM THE POST
 AE1307'OFFICE IN FALCON HEIGHTS, THENCE 2.6 KM (1.6 MI) WEST SOUTHWEST ALONG
 AE1307'SPUR 2098 TO THE U.S. CUSTOMS ENTRANCE GATES, AT THE NORTHEAST CORNER
 AE1307'OF U.S. CUSTOMS STORAGE AREA SURROUNDED BY A 3 METERS (10.0 FT) HIGH
 AE1307'SECURITY FENCE, 20.4 METERS (67.0 FT) SOUTH OF CENTERLINE OF THE
 AE1307'EASTBOUND ASPHALT ROAD, 32.0 METERS (105.0 FT) SOUTH SOUTHEAST OF THE
 AE1307'SOUTHEAST CORNER OF CUSTOMS BRICK BUILDING, 0.3 METER (1.0 FT) EAST OF
 AE1307'A SECURITY FENCE, 0.3 METER (1.0 FT) SOUTH OF THE CORNER FENCE POST,
 AE1307'AND 10.6 METERS (34.7 FT) EAST OF CENTER OF A WIRE GATE.  NOTE, ROD
 AE1307'DRIVEN TO REFUSAL.
 AE1307'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 AE1307'THE MARK IS ABOVE LEVEL WITH ASPHALT ROAD.
 AE1307
 AE1307                          STATION RECOVERY (2004)
 AE1307
 AE1307'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE1307'LOCATION USING GARMIN GPS 12 = N26 33.173' W099 08.661'.  THIS IS IN
 AE1307'THE US CUSTOMS AREA, PERMISSION IS NEEDED TO GAIN ENTRANCE TO THE
 AE1307'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1248 ***********************************************************************
 AE1248  DESIGNATION -  E 1421
 AE1248  PID         -  AE1248
 AE1248  STATE/COUNTY-  TX/HIDALGO
 AE1248  USGS QUAD   -  MISSION (1983)
 AE1248
 AE1248                         *CURRENT SURVEY CONTROL
 AE1248  ___________________________________________________________________
 AE1248* NAD 83(1986)-  26 12 59.     (N)    098 20 53.     (W)     SCALED    
 AE1248* NAVD 88     -        43.718  (meters)     143.43   (feet)  ADJUSTED  
 AE1248  ___________________________________________________________________
 AE1248  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE1248  DYNAMIC HT  -          43.645 (meters)     143.19  (feet)  COMP
 AE1248  MODELED GRAV-     978,992.2   (mgal)                       NAVD 88
 AE1248
 AE1248  VERT ORDER  -  FIRST     CLASS II
 AE1248
 AE1248.The horizontal coordinates were scaled from a topographic map and have
 AE1248.an estimated accuracy of +/- 6 seconds.
 AE1248
 AE1248.The orthometric height was determined by differential leveling
 AE1248.and adjusted by the National Geodetic Survey in June 1991..
 AE1248
 AE1248.The geoid height was determined by GEOID03.
 AE1248
 AE1248.The dynamic height is computed by dividing the NAVD 88
 AE1248.geopotential number by the normal gravity value computed on the
 AE1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1248.degrees latitude (g = 980.6199 gals.).
 AE1248
 AE1248.The modeled gravity was interpolated from observed gravity values.
 AE1248
 AE1248;                    North         East    Units  Estimated Accuracy
 AE1248;SPC TX S     - 5,060,920.      315,180.      MT  (+/- 180 meters Scaled)
 AE1248
 AE1248                          SUPERSEDED SURVEY CONTROL
 AE1248
 AE1248.No superseded survey control is available for this station.
 AE1248
 AE1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP651998(NAD 83)
 AE1248_MARKER: DV = VERTICAL CONTROL DISK
 AE1248_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE1248_SP_SET: PILLAR
 AE1248_STAMPING: E 1421 1981
 AE1248_MARK LOGO: NGS   
 AE1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1248
 AE1248  HISTORY     - Date     Condition        Report By
 AE1248  HISTORY     - 1981     MONUMENTED       NGS
 AE1248  HISTORY     - 19910409 GOOD             USPSQD
 AE1248
 AE1248                          STATION DESCRIPTION
 AE1248
 AE1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1248'2.3 KM (1.4 MI) WEST FROM MISSION.
 AE1248'2.3 KM (1.4 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS WESTBOUND FROM THE
 AE1248'JUNCTION OF FARM ROAD 107 AT MISSION, SET VERTICALLY IN THE NORTH SIDE
 AE1248'OF WEST MOST OF THREE PILLARS, IN THE MIDDLE SET OF FIVE SETS OF
 AE1248'PILLARS SUPPORTING THE WESTBOUND LANES OF THE U.S. HIGHWAY 83
 AE1248'EXPRESSWAY OVERPASS, 9.4 METERS (31.0 FT) SOUTH OF THE CENTERLINE OF
 AE1248'THE EASTBOUND LANE OF BUSINESS 83, AND 9.4 METERS (31.0 FT) NORTH OF
 AE1248'THE NORTH RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS.
 AE1248'THE MARK IS 1.0 M ABOVE GROUND.
 AE1248
 AE1248                          STATION RECOVERY (1991)
 AE1248
 AE1248'RECOVERY NOTE BY US POWER SQUADRON 1991
 AE1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1308 ***********************************************************************
 AB1308  DESIGNATION -  E 1422
 AB1308  PID         -  AB1308
 AB1308  STATE/COUNTY-  TX/HIDALGO
 AB1308  USGS QUAD   -  MERCEDES (1983)
 AB1308
 AB1308                         *CURRENT SURVEY CONTROL
 AB1308  ___________________________________________________________________
 AB1308* NAD 83(1986)-  26 09 09.     (N)    097 52 40.     (W)     SCALED    
 AB1308* NAVD 88     -        20.148  (meters)      66.10   (feet)  ADJUSTED  
 AB1308  ___________________________________________________________________
 AB1308  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AB1308  DYNAMIC HT  -          20.115 (meters)      65.99  (feet)  COMP
 AB1308  MODELED GRAV-     979,018.5   (mgal)                       NAVD 88
 AB1308
 AB1308  VERT ORDER  -  FIRST     CLASS II
 AB1308
 AB1308.The horizontal coordinates were scaled from a topographic map and have
 AB1308.an estimated accuracy of +/- 6 seconds.
 AB1308
 AB1308.The orthometric height was determined by differential leveling
 AB1308.and adjusted by the National Geodetic Survey in June 1991..
 AB1308
 AB1308.The geoid height was determined by GEOID03.
 AB1308
 AB1308.The dynamic height is computed by dividing the NAVD 88
 AB1308.geopotential number by the normal gravity value computed on the
 AB1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1308.degrees latitude (g = 980.6199 gals.).
 AB1308
 AB1308.The modeled gravity was interpolated from observed gravity values.
 AB1308
 AB1308;                    North         East    Units  Estimated Accuracy
 AB1308;SPC TX S     - 5,053,980.      362,220.      MT  (+/- 180 meters Scaled)
 AB1308
 AB1308                          SUPERSEDED SURVEY CONTROL
 AB1308
 AB1308.No superseded survey control is available for this station.
 AB1308
 AB1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP121930(NAD 83)
 AB1308_MARKER: I = METAL ROD
 AB1308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1308_SP_SET: STAINLESS STEEL ROD
 AB1308_STAMPING: E 1422 1981
 AB1308_MARK LOGO: NGS   
 AB1308_PROJECTION: RECESSED 3 CENTIMETERS
 AB1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1308_ROD/PIPE-DEPTH: 11.0 meters
 AB1308
 AB1308  HISTORY     - Date     Condition        Report By
 AB1308  HISTORY     - 1981     MONUMENTED       NGS
 AB1308  HISTORY     - 20031109 GOOD             USPSQD
 AB1308
 AB1308                          STATION DESCRIPTION
 AB1308
 AB1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1308'3.9 KM (2.4 MI) EAST FROM MERCEDES.
 AB1308'3.7 KM (2.3 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB1308'OF FARM ROAD 491 NORTH AT MERCEDES, THENCE 0.2 KM (0.1 MI) NORTH ALONG
 AB1308'FARM ROAD 1425, NEAR A DRIVE LEADING WEST TO THE J. S. CUADRA
 AB1308'RESIDENCE, 11.7 METERS (38.5 FT) WEST OF THE CENTER OF FARM ROAD 1425,
 AB1308'13.1 METERS (43.0 FT) NORTH OF THE CENTER OF THE DRIVE, 19.4 METERS
 AB1308'(63.7 FT) NORTH OF A GAS METER, 1.5 METERS (4.8 FT) SOUTH OF A
 AB1308'POWERLINE POLE WITH A GUY WIRE AND A TRANSFORMER AT A POWERLINE
 AB1308'JUNCTION, 4.4 METERS (14.5 FT) NORTH OF THE GUY WIRE ANCHOR.
 AB1308'THE MARK IS 0.55 METERS  SE FROM A WITNESS POST.
 AB1308'THE MARK IS 0.3 M ABOVE FARM ROAD.
 AB1308
 AB1308                          STATION RECOVERY (2003)
 AB1308
 AB1308'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 AB1308'FOUND IN GREAT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0678 ***********************************************************************
 BP0678  DESIGNATION -  E 1426
 BP0678  PID         -  BP0678
 BP0678  STATE/COUNTY-  TX/PECOS
 BP0678  USGS QUAD   -  EAST MESA (1970)
 BP0678
 BP0678                         *CURRENT SURVEY CONTROL
 BP0678  ___________________________________________________________________
 BP0678* NAD 83(1986)-  30 53 08.     (N)    102 41 33.     (W)     SCALED    
 BP0678* NAVD 88     -       892.518  (meters)    2928.20   (feet)  ADJUSTED  
 BP0678  ___________________________________________________________________
 BP0678  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 BP0678  DYNAMIC HT  -         891.163 (meters)    2923.76  (feet)  COMP
 BP0678  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 BP0678
 BP0678  VERT ORDER  -  FIRST     CLASS II
 BP0678
 BP0678.The horizontal coordinates were scaled from a topographic map and have
 BP0678.an estimated accuracy of +/- 6 seconds.
 BP0678
 BP0678.The orthometric height was determined by differential leveling
 BP0678.and adjusted by the National Geodetic Survey in June 1991..
 BP0678
 BP0678.The geoid height was determined by GEOID03.
 BP0678
 BP0678.The dynamic height is computed by dividing the NAVD 88
 BP0678.geopotential number by the normal gravity value computed on the
 BP0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0678.degrees latitude (g = 980.6199 gals.).
 BP0678
 BP0678.The modeled gravity was interpolated from observed gravity values.
 BP0678
 BP0678;                    North         East    Units  Estimated Accuracy
 BP0678;SPC TX C     - 3,137,510.      474,460.      MT  (+/- 180 meters Scaled)
 BP0678
 BP0678                          SUPERSEDED SURVEY CONTROL
 BP0678
 BP0678.No superseded survey control is available for this station.
 BP0678
 BP0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ205192(NAD 83)
 BP0678_MARKER: I = METAL ROD
 BP0678_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0678+WITH SETTING: INFORMATION.
 BP0678_SP_SET: SHALLOW SET METAL ROD
 BP0678_STAMPING: E 1426 1981
 BP0678_MARK LOGO: NGS   
 BP0678_PROJECTION: FLUSH
 BP0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0678+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 BP0678_ROD/PIPE-DEPTH: 2.1  meters
 BP0678
 BP0678  HISTORY     - Date     Condition        Report By
 BP0678  HISTORY     - 1981     MONUMENTED       NGS
 BP0678  HISTORY     - 20030827 GOOD             USPSQD
 BP0678
 BP0678                          STATION DESCRIPTION
 BP0678
 BP0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0678'17.2 KM (10.7 MI) EAST FROM FORT STOCKTON.
 BP0678'17.2 KM (10.7 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0678'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, 1.4 KM (0.85 MI) EAST
 BP0678'OF MILEPOST 270, 0.2 KM (0.1 MI) WEST OF MILEPOST 271, 61.6 METERS
 BP0678'(202.1 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES
 BP0678'OF THE HIGHWAY AND 13.7 METERS (44.8 FT) NORTHEAST OF A UTILITY POLE.
 BP0678'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0678'THE MARK IS 0.3 METERS  SSW FROM  A FENCE AND WITNESS POST
 BP0678'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BP0678
 BP0678                          STATION RECOVERY (2003)
 BP0678
 BP0678'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0678'WITNESS POST AND SIGN IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0656 ***********************************************************************
 CC0656  DESIGNATION -  E 1427
 CC0656  PID         -  CC0656
 CC0656  STATE/COUNTY-  TX/CRANE
 CC0656  USGS QUAD   -  GIRVIN SE (1972)
 CC0656
 CC0656                         *CURRENT SURVEY CONTROL
 CC0656  ___________________________________________________________________
 CC0656* NAD 83(1986)-  31 05 55.     (N)    102 19 57.     (W)     SCALED    
 CC0656* NAVD 88     -       706.067  (meters)    2316.49   (feet)  ADJUSTED  
 CC0656  ___________________________________________________________________
 CC0656  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CC0656  DYNAMIC HT  -         705.062 (meters)    2313.19  (feet)  COMP
 CC0656  MODELED GRAV-     979,193.4   (mgal)                       NAVD 88
 CC0656
 CC0656  VERT ORDER  -  FIRST     CLASS II
 CC0656
 CC0656.The horizontal coordinates were scaled from a topographic map and have
 CC0656.an estimated accuracy of +/- 6 seconds.
 CC0656
 CC0656.The orthometric height was determined by differential leveling
 CC0656.and adjusted by the National Geodetic Survey in June 1991..
 CC0656
 CC0656.The geoid height was determined by GEOID03.
 CC0656
 CC0656.The dynamic height is computed by dividing the NAVD 88
 CC0656.geopotential number by the normal gravity value computed on the
 CC0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0656.degrees latitude (g = 980.6199 gals.).
 CC0656
 CC0656.The modeled gravity was interpolated from observed gravity values.
 CC0656
 CC0656;                    North         East    Units  Estimated Accuracy
 CC0656;SPC TX C     - 3,160,450.      509,300.      MT  (+/- 180 meters Scaled)
 CC0656
 CC0656                          SUPERSEDED SURVEY CONTROL
 CC0656
 CC0656.No superseded survey control is available for this station.
 CC0656
 CC0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ544435(NAD 83)
 CC0656_MARKER: I = METAL ROD
 CC0656_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0656+WITH SETTING: INFORMATION.
 CC0656_SP_SET: SHALLOW SET METAL ROD
 CC0656_STAMPING: E 1427 1981
 CC0656_MARK LOGO: NGS   
 CC0656_PROJECTION: FLUSH
 CC0656_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CC0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0656_ROD/PIPE-DEPTH: 1.8  meters
 CC0656
 CC0656  HISTORY     - Date     Condition        Report By
 CC0656  HISTORY     - 1981     MONUMENTED       NGS
 CC0656  HISTORY     - 19981116 GOOD             TXDOT
 CC0656
 CC0656                          STATION DESCRIPTION
 CC0656
 CC0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0656'6.8 KM (4.2 MI) NE FROM GIRVIN.
 CC0656'6.8 KM (4.2 MI) NORTHEAST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0656'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN, 0.6 KM (0.35 MI) NORTHEAST
 CC0656'OF A ROADSIDE PARK AND 22.6 METERS (74.1 FT) SOUTH-SOUTHEAST OF THE
 CC0656'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CC0656'A 5-INCH LOGO CAP.
 CC0656'THE MARK IS 0.5 METERS  NNW FROM  A FENCE AND WITNESS POST
 CC0656'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0656
 CC0656                          STATION RECOVERY (1998)
 CC0656
 CC0656'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CC0656'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0675 ***********************************************************************
 CB0675  DESIGNATION -  E 1428
 CB0675  PID         -  CB0675
 CB0675  STATE/COUNTY-  TX/UPTON
 CB0675  USGS QUAD   -  RANKIN NE (1970)
 CB0675
 CB0675                         *CURRENT SURVEY CONTROL
 CB0675  ___________________________________________________________________
 CB0675* NAD 83(1986)-  31 13 52.     (N)    101 46 57.     (W)     SCALED    
 CB0675* NAVD 88     -       827.852  (meters)    2716.04   (feet)  ADJUSTED  
 CB0675  ___________________________________________________________________
 CB0675  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CB0675  DYNAMIC HT  -         826.644 (meters)    2712.08  (feet)  COMP
 CB0675  MODELED GRAV-     979,154.5   (mgal)                       NAVD 88
 CB0675
 CB0675  VERT ORDER  -  FIRST     CLASS II
 CB0675
 CB0675.The horizontal coordinates were scaled from a topographic map and have
 CB0675.an estimated accuracy of +/- 6 seconds.
 CB0675
 CB0675.The orthometric height was determined by differential leveling
 CB0675.and adjusted by the National Geodetic Survey in June 1991..
 CB0675
 CB0675.The geoid height was determined by GEOID03.
 CB0675
 CB0675.The dynamic height is computed by dividing the NAVD 88
 CB0675.geopotential number by the normal gravity value computed on the
 CB0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0675.degrees latitude (g = 980.6199 gals.).
 CB0675
 CB0675.The modeled gravity was interpolated from observed gravity values.
 CB0675
 CB0675;                    North         East    Units  Estimated Accuracy
 CB0675;SPC TX C     - 3,174,330.      561,950.      MT  (+/- 180 meters Scaled)
 CB0675
 CB0675                          SUPERSEDED SURVEY CONTROL
 CB0675
 CB0675.No superseded survey control is available for this station.
 CB0675
 CB0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV349585(NAD 83)
 CB0675_MARKER: I = METAL ROD
 CB0675_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0675_SP_SET: STAINLESS STEEL ROD
 CB0675_STAMPING: E 1428 1981
 CB0675_MARK LOGO: NGS   
 CB0675_PROJECTION: FLUSH
 CB0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0675_ROD/PIPE-DEPTH: 4.0  meters
 CB0675
 CB0675  HISTORY     - Date     Condition        Report By
 CB0675  HISTORY     - 1981     MONUMENTED       NGS
 CB0675
 CB0675                          STATION DESCRIPTION
 CB0675
 CB0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0675'15.2 KM (9.45 MI) NE FROM RANKIN.
 CB0675'15.2 KM (9.45 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CB0675'WITH STATE HIGHWAY 349 IN RANKIN, 0.1 KM (0.05 MI) WEST OF A RAILROAD
 CB0675'CROSSING, 19.8 KM (65.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 CB0675'15.9 METERS (52.2 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING
 CB0675'SOUTH.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0675'THE MARK IS 0.5 METERS  N FROM  A FENCE AND WITNESS POST
 CB0675'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0757 ***********************************************************************
 CA0757  DESIGNATION -  E 1429
 CA0757  PID         -  CA0757
 CA0757  STATE/COUNTY-  TX/MCCULLOCH
 CA0757  USGS QUAD   -  WEST SWEDEN (1987)
 CA0757
 CA0757                         *CURRENT SURVEY CONTROL
 CA0757  ___________________________________________________________________
 CA0757* NAD 83(1986)-  31 11 10.     (N)    099 26 27.     (W)     SCALED    
 CA0757* NAVD 88     -       551.246  (meters)    1808.55   (feet)  ADJUSTED  
 CA0757  ___________________________________________________________________
 CA0757  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CA0757  DYNAMIC HT  -         550.500 (meters)    1806.10  (feet)  COMP
 CA0757  MODELED GRAV-     979,269.1   (mgal)                       NAVD 88
 CA0757
 CA0757  VERT ORDER  -  FIRST     CLASS II
 CA0757
 CA0757.The horizontal coordinates were scaled from a topographic map and have
 CA0757.an estimated accuracy of +/- 6 seconds.
 CA0757
 CA0757.The orthometric height was determined by differential leveling
 CA0757.and adjusted by the National Geodetic Survey in June 1991..
 CA0757
 CA0757.The geoid height was determined by GEOID03.
 CA0757
 CA0757.The dynamic height is computed by dividing the NAVD 88
 CA0757.geopotential number by the normal gravity value computed on the
 CA0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0757.degrees latitude (g = 980.6199 gals.).
 CA0757
 CA0757.The modeled gravity was interpolated from observed gravity values.
 CA0757
 CA0757;                    North         East    Units  Estimated Accuracy
 CA0757;SPC TX C     - 3,168,780.      785,060.      MT  (+/- 180 meters Scaled)
 CA0757
 CA0757                          SUPERSEDED SURVEY CONTROL
 CA0757
 CA0757.No superseded survey control is available for this station.
 CA0757
 CA0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV579503(NAD 83)
 CA0757_MARKER: I = METAL ROD
 CA0757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0757_SP_SET: STAINLESS STEEL ROD
 CA0757_STAMPING: E 1429 1981
 CA0757_MARK LOGO: NGS   
 CA0757_PROJECTION: FLUSH
 CA0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0757_ROD/PIPE-DEPTH: 3.4  meters
 CA0757
 CA0757  HISTORY     - Date     Condition        Report By
 CA0757  HISTORY     - 1981     MONUMENTED       NGS
 CA0757  HISTORY     - 19990108 GOOD             USPSQD
 CA0757
 CA0757                          STATION DESCRIPTION
 CA0757
 CA0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0757'12.1 KM (7.5 MI) NW FROM BRADY.
 CA0757'12.1 KM (7.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM THE
 CA0757'COURTHOUSE IN BRADY, 0.3 KM (0.2 MI) EAST OF THE JUNCTION OF FARM ROAD
 CA0757'3022, 15.0 METERS (49.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 CA0757'1.8 METERS (5.9 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 CA0757'POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0757'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CA0757'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0757
 CA0757                          STATION RECOVERY (1999)
 CA0757
 CA0757'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0179 ***********************************************************************
 CV0179  DESIGNATION -  E 143
 CV0179  PID         -  CV0179
 CV0179  STATE/COUNTY-  TX/GAINES
 CV0179  USGS QUAD   -  SEAGRAVES (1970)
 CV0179
 CV0179                         *CURRENT SURVEY CONTROL
 CV0179  ___________________________________________________________________
 CV0179* NAD 83(1986)-  32 56 23.     (N)    102 33 40.     (W)     SCALED    
 CV0179* NAVD 88     -      1020.272  (meters)    3347.34   (feet)  ADJUSTED  
 CV0179  ___________________________________________________________________
 CV0179  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 CV0179  DYNAMIC HT  -        1018.923 (meters)    3342.92  (feet)  COMP
 CV0179  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 CV0179
 CV0179  VERT ORDER  -  FIRST     CLASS II
 CV0179
 CV0179.The horizontal coordinates were scaled from a topographic map and have
 CV0179.an estimated accuracy of +/- 6 seconds.
 CV0179
 CV0179.The orthometric height was determined by differential leveling
 CV0179.and adjusted by the National Geodetic Survey in June 1991..
 CV0179
 CV0179.The geoid height was determined by GEOID03.
 CV0179
 CV0179.The dynamic height is computed by dividing the NAVD 88
 CV0179.geopotential number by the normal gravity value computed on the
 CV0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0179.degrees latitude (g = 980.6199 gals.).
 CV0179
 CV0179.The modeled gravity was interpolated from observed gravity values.
 CV0179
 CV0179;                    North         East    Units  Estimated Accuracy
 CV0179;SPC TXNC     - 2,148,510.      220,360.      MT  (+/- 180 meters Scaled)
 CV0179
 CV0179                          SUPERSEDED SURVEY CONTROL
 CV0179
 CV0179  NGVD 29 (??/??/92) 1019.961  (m)         3346.32   (f) ADJ UNCH    1 2
 CV0179
 CV0179.Superseded values are not recommended for survey control.
 CV0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0179.See file dsdata.txt to determine how the superseded data were derived.
 CV0179
 CV0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS280472(NAD 83)
 CV0179_MARKER: DB = BENCH MARK DISK
 CV0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0179_STAMPING: 3346.322 E 143 1934
 CV0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0179+STABILITY: SURFACE MOTION
 CV0179
 CV0179  HISTORY     - Date     Condition        Report By
 CV0179  HISTORY     - 1934     MONUMENTED       CGS
 CV0179  HISTORY     - 1966     GOOD             NGS
 CV0179
 CV0179                          STATION DESCRIPTION
 CV0179
 CV0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CV0179'IN SEAGRAVES.
 CV0179'AT SEAGRAVES, GAINES COUNTY, ON THE PANHANDLE AND SANTA FE RAILWAY, 71
 CV0179'FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE STATION, 49.3 FEET
 CV0179'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND LEVEL WITH THE
 CV0179'GROUND.  A STANDARD DISK, STAMPED 3346.322 E 143 1934 AND SET IN THE
 CV0179'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0732 ***********************************************************************
 CA0732  DESIGNATION -  E 1430
 CA0732  PID         -  CA0732
 CA0732  STATE/COUNTY-  TX/CONCHO
 CA0732  USGS QUAD   -  LIVE OAK (1970)
 CA0732
 CA0732                         *CURRENT SURVEY CONTROL
 CA0732  ___________________________________________________________________
 CA0732* NAD 83(1986)-  31 13 01.     (N)    099 53 26.     (W)     SCALED    
 CA0732* NAVD 88     -       648.707  (meters)    2128.30   (feet)  ADJUSTED  
 CA0732  ___________________________________________________________________
 CA0732  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CA0732  DYNAMIC HT  -         647.805 (meters)    2125.34  (feet)  COMP
 CA0732  MODELED GRAV-     979,229.2   (mgal)                       NAVD 88
 CA0732
 CA0732  VERT ORDER  -  FIRST     CLASS II
 CA0732
 CA0732.The horizontal coordinates were scaled from a topographic map and have
 CA0732.an estimated accuracy of +/- 6 seconds.
 CA0732
 CA0732.The orthometric height was determined by differential leveling
 CA0732.and adjusted by the National Geodetic Survey in June 1991..
 CA0732
 CA0732.The geoid height was determined by GEOID03.
 CA0732
 CA0732.The dynamic height is computed by dividing the NAVD 88
 CA0732.geopotential number by the normal gravity value computed on the
 CA0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0732.degrees latitude (g = 980.6199 gals.).
 CA0732
 CA0732.The modeled gravity was interpolated from observed gravity values.
 CA0732
 CA0732;                    North         East    Units  Estimated Accuracy
 CA0732;SPC TX C     - 3,171,940.      742,190.      MT  (+/- 180 meters Scaled)
 CA0732
 CA0732                          SUPERSEDED SURVEY CONTROL
 CA0732
 CA0732.No superseded survey control is available for this station.
 CA0732
 CA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV151539(NAD 83)
 CA0732_MARKER: DB = BENCH MARK DISK
 CA0732_SETTING: 66 = SET IN ROCK OUTCROP
 CA0732_SP_SET: ROCK OUTCROP
 CA0732_STAMPING: E 1430 1981
 CA0732_MARK LOGO: NGS   
 CA0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0732+STABILITY: POSITION/ELEVATION WELL
 CA0732
 CA0732  HISTORY     - Date     Condition        Report By
 CA0732  HISTORY     - 1981     MONUMENTED       NGS
 CA0732  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA0732
 CA0732                          STATION DESCRIPTION
 CA0732
 CA0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0732'4.35 KM (2.7 MI) WEST FROM EDEN.
 CA0732'4.35 KM (2.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION
 CA0732'WITH U.S. HIGHWAY 83 IN EDEN, AT A HIGHWAY CUT BANK, IN TOP OF A 2 BY
 CA0732'4 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 16.5 METERS (54.1 FT) NORTH
 CA0732'OF THE CENTERLINE OF THE HIGHWAY AND 11.2 METERS (36.7 FT) SOUTH OF A
 CA0732'FENCE.
 CA0732'THE MARK IS 0.25 METERS  W FROM A WITNESS POST.
 CA0732'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0732
 CA0732                          STATION RECOVERY (1999)
 CA0732
 CA0732'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0778 ***********************************************************************
 CB0778  DESIGNATION -  E 1431
 CB0778  PID         -  CB0778
 CB0778  STATE/COUNTY-  TX/TOM GREEN
 CB0778  USGS QUAD   -  VANCOURT (1984)
 CB0778
 CB0778                         *CURRENT SURVEY CONTROL
 CB0778  ___________________________________________________________________
 CB0778* NAD 83(1986)-  31 22 12.     (N)    100 13 27.     (W)     SCALED    
 CB0778* NAVD 88     -       567.045  (meters)    1860.38   (feet)  ADJUSTED  
 CB0778  ___________________________________________________________________
 CB0778  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CB0778  DYNAMIC HT  -         566.270 (meters)    1857.84  (feet)  COMP
 CB0778  MODELED GRAV-     979,255.0   (mgal)                       NAVD 88
 CB0778
 CB0778  VERT ORDER  -  FIRST     CLASS II
 CB0778
 CB0778.The horizontal coordinates were scaled from a topographic map and have
 CB0778.an estimated accuracy of +/- 6 seconds.
 CB0778
 CB0778.The orthometric height was determined by differential leveling
 CB0778.and adjusted by the National Geodetic Survey in June 1991..
 CB0778
 CB0778.The geoid height was determined by GEOID03.
 CB0778
 CB0778.The dynamic height is computed by dividing the NAVD 88
 CB0778.geopotential number by the normal gravity value computed on the
 CB0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0778.degrees latitude (g = 980.6199 gals.).
 CB0778
 CB0778.The modeled gravity was interpolated from observed gravity values.
 CB0778
 CB0778;                    North         East    Units  Estimated Accuracy
 CB0778;SPC TX C     - 3,188,830.      710,380.      MT  (+/- 180 meters Scaled)
 CB0778
 CB0778                          SUPERSEDED SURVEY CONTROL
 CB0778
 CB0778.No superseded survey control is available for this station.
 CB0778
 CB0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV835712(NAD 83)
 CB0778_MARKER: I = METAL ROD
 CB0778_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0778+WITH SETTING: INFORMATION.
 CB0778_SP_SET: SHALLOW SET METAL ROD
 CB0778_STAMPING: E 1431 1981
 CB0778_MARK LOGO: NGS   
 CB0778_PROJECTION: FLUSH
 CB0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0778+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 CB0778_ROD/PIPE-DEPTH: 2.7  meters
 CB0778
 CB0778  HISTORY     - Date     Condition        Report By
 CB0778  HISTORY     - 1981     MONUMENTED       NGS
 CB0778  HISTORY     - 20050728 GOOD             USPSQD
 CB0778
 CB0778                          STATION DESCRIPTION
 CB0778
 CB0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0778'25.4 KM (15.8 MI) SE FROM SAN ANGELO.
 CB0778'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0778'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 14.7 KM (9.15 MI)
 CB0778'SOUTHEAST ALONG U. S. HIGHWAY 87, 40.0 METERS (131.2 FT)
 CB0778'NORTH-NORTHWEST OF A HIGHWAY SIGN (STOP FOR SCHOOL BUS LOADING OR
 CB0778'UNLOADING), 14.5 METERS (47.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 CB0778'HIGHWAY AND 13.7 METERS (44.9 FT) SOUTHEAST OF THE CENTER OF A
 CB0778'DRIVEWAY LEADING NORTHEAST TO THE G. HOLIK RESIDENCE.  NOTE=ACCESS TO
 CB0778'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0778'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CB0778'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CB0778
 CB0778                          STATION RECOVERY (2005)
 CB0778
 CB0778'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CB0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0497 ***********************************************************************
 AO0497  DESIGNATION -  E 1432
 AO0497  PID         -  AO0497
 AO0497  STATE/COUNTY-  TX/WEBB
 AO0497  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0497
 AO0497                         *CURRENT SURVEY CONTROL
 AO0497  ___________________________________________________________________
 AO0497* NAD 83(1986)-  28 01 35.     (N)    099 32 33.     (W)     SCALED    
 AO0497* NAVD 88     -       254.255  (meters)     834.17   (feet)  ADJUSTED  
 AO0497  ___________________________________________________________________
 AO0497  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AO0497  DYNAMIC HT  -         253.862 (meters)     832.88  (feet)  COMP
 AO0497  MODELED GRAV-     979,093.3   (mgal)                       NAVD 88
 AO0497
 AO0497  VERT ORDER  -  FIRST     CLASS II
 AO0497
 AO0497.The horizontal coordinates were scaled from a topographic map and have
 AO0497.an estimated accuracy of +/- 6 seconds.
 AO0497
 AO0497.The orthometric height was determined by differential leveling
 AO0497.and adjusted by the National Geodetic Survey in June 1991..
 AO0497
 AO0497.The geoid height was determined by GEOID03.
 AO0497
 AO0497.The dynamic height is computed by dividing the NAVD 88
 AO0497.geopotential number by the normal gravity value computed on the
 AO0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0497.degrees latitude (g = 980.6199 gals.).
 AO0497
 AO0497.The modeled gravity was interpolated from observed gravity values.
 AO0497
 AO0497;                    North         East    Units  Estimated Accuracy
 AO0497;SPC TX S     - 5,261,880.      197,480.      MT  (+/- 180 meters Scaled)
 AO0497
 AO0497                          SUPERSEDED SURVEY CONTROL
 AO0497
 AO0497.No superseded survey control is available for this station.
 AO0497
 AO0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS466002(NAD 83)
 AO0497_MARKER: I = METAL ROD
 AO0497_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0497+WITH SETTING: INFORMATION.
 AO0497_SP_SET: SHALLOW SET METAL ROD
 AO0497_STAMPING: E 1432 1982
 AO0497_MARK LOGO: NGS   
 AO0497_PROJECTION: FLUSH
 AO0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0497_ROD/PIPE-DEPTH: 1.8  meters
 AO0497
 AO0497  HISTORY     - Date     Condition        Report By
 AO0497  HISTORY     - 1982     MONUMENTED       NGS
 AO0497  HISTORY     - 20020326 POOR             USPSQD
 AO0497
 AO0497                          STATION DESCRIPTION
 AO0497
 AO0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0497'31.0 KM (19.25 MI) NW FROM WEBB.
 AO0497'31.0 KM (19.25 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 AO0497'OF INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, AT THE JUNCTION OF STATE
 AO0497'ROUTE 44 EAST, 14.9 METERS (49.0 FT) SOUTHWEST OF CENTERLINE,
 AO0497'6.4 METERS (21.0 FT) NORTHWEST OF EXTENED CENTERLINE OF STATE ROUTE 44
 AO0497'EAST, 0.30 METERS (1.0 FT) NORTHEAST OF A FENCE LINE, AND 3.0 METERS
 AO0497'(10.0 FT) NORTHWEST OF NORTHWEST LEG OF HIGHWAY ROUTE SIGN, NOTE, ROD
 AO0497'DRIVEN TO REFUSAL.
 AO0497'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AO0497'THE MARK IS 0.45 M ABOVE HIGHWAY.
 AO0497
 AO0497                          STATION RECOVERY (2002)
 AO0497
 AO0497'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0497'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1584 ***********************************************************************
 AY1584  DESIGNATION -  E 1433
 AY1584  PID         -  AY1584
 AY1584  STATE/COUNTY-  TX/UVALDE
 AY1584  USGS QUAD   -  HACIENDA (1960)
 AY1584
 AY1584                         *CURRENT SURVEY CONTROL
 AY1584  ___________________________________________________________________
 AY1584* NAD 83(1986)-  29 14 21.     (N)    099 55 22.     (W)     SCALED    
 AY1584* NAVD 88     -       288.134  (meters)     945.32   (feet)  ADJUSTED  
 AY1584  ___________________________________________________________________
 AY1584  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AY1584  DYNAMIC HT  -         287.714 (meters)     943.94  (feet)  COMP
 AY1584  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 AY1584
 AY1584  VERT ORDER  -  FIRST     CLASS II
 AY1584
 AY1584.The horizontal coordinates were scaled from a topographic map and have
 AY1584.an estimated accuracy of +/- 6 seconds.
 AY1584
 AY1584.The orthometric height was determined by differential leveling
 AY1584.and adjusted by the National Geodetic Survey in June 1991..
 AY1584
 AY1584.The geoid height was determined by GEOID03.
 AY1584
 AY1584.The dynamic height is computed by dividing the NAVD 88
 AY1584.geopotential number by the normal gravity value computed on the
 AY1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1584.degrees latitude (g = 980.6199 gals.).
 AY1584
 AY1584.The modeled gravity was interpolated from observed gravity values.
 AY1584
 AY1584;                    North         East    Units  Estimated Accuracy
 AY1584;SPC TXSC     - 4,156,160.      510,310.      MT  (+/- 180 meters Scaled)
 AY1584
 AY1584                          SUPERSEDED SURVEY CONTROL
 AY1584
 AY1584.No superseded survey control is available for this station.
 AY1584
 AY1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT103348(NAD 83)
 AY1584_MARKER: DB = BENCH MARK DISK
 AY1584_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AY1584+WITH SETTING: PAVEMENT
 AY1584_SP_SET: CONCRETE SEMAPHORE BASE
 AY1584_STAMPING: E 1433 1982
 AY1584_MARK LOGO: NGS   
 AY1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1584+STABILITY: SURFACE MOTION
 AY1584
 AY1584  HISTORY     - Date     Condition        Report By
 AY1584  HISTORY     - 1982     MONUMENTED       NGS
 AY1584  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 AY1584
 AY1584                          STATION DESCRIPTION
 AY1584
 AY1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1584'12.6 KM (7.8 MI) WEST FROM UVALDE.
 AY1584'12.6 KM (7.8 MI) WEST ALONG THE SOUTHERN PACIFIC RAILROAD SERVICE ROAD
 AY1584'FROM THE RAILROAD STATION AT UVALDE, AT THE TOP AND WEST EDGE OF A
 AY1584'STEEP GRADE OF SERVICE ROAD LEADING EAST NORTHEAST, SET IN TOP OF THE
 AY1584'SOUTH EDGE OF AN ABANDONED 2 BY 2 FT. CONCRETE SEMAPHORE BASE,
 AY1584'2.4 METERS (8.0 FT) NORTH OF THE NORTH RAIL, AND 14.6 METERS (48.0 FT)
 AY1584'NORTH OF RAILROAD SERVICE ROAD.
 AY1584'THE MARK IS 0.15 M BELOW RAILROAD TRACKS.
 AY1584
 AY1584                          STATION RECOVERY (2004)
 AY1584
 AY1584'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0162 ***********************************************************************
 AP0162  DESIGNATION -  E 1434
 AP0162  PID         -  AP0162
 AP0162  STATE/COUNTY-  TX/MAVERICK
 AP0162  USGS QUAD   -  QUEMADO EAST (1978)
 AP0162
 AP0162                         *CURRENT SURVEY CONTROL
 AP0162  ___________________________________________________________________
 AP0162* NAD 83(1986)-  28 54 56.     (N)    100 30 28.     (W)     SCALED    
 AP0162* NAVD 88     -       270.889  (meters)     888.74   (feet)  ADJUSTED  
 AP0162  ___________________________________________________________________
 AP0162  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AP0162  DYNAMIC HT  -         270.490 (meters)     887.43  (feet)  COMP
 AP0162  MODELED GRAV-     979,163.0   (mgal)                       NAVD 88
 AP0162
 AP0162  VERT ORDER  -  FIRST     CLASS II
 AP0162
 AP0162.The horizontal coordinates were scaled from a topographic map and have
 AP0162.an estimated accuracy of +/- 6 seconds.
 AP0162
 AP0162.The orthometric height was determined by differential leveling
 AP0162.and adjusted by the National Geodetic Survey in June 1991..
 AP0162
 AP0162.The geoid height was determined by GEOID03.
 AP0162
 AP0162.The dynamic height is computed by dividing the NAVD 88
 AP0162.geopotential number by the normal gravity value computed on the
 AP0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0162.degrees latitude (g = 980.6199 gals.).
 AP0162
 AP0162.The modeled gravity was interpolated from observed gravity values.
 AP0162
 AP0162;                    North         East    Units  Estimated Accuracy
 AP0162;SPC TXSC     - 4,120,890.      452,990.      MT  (+/- 180 meters Scaled)
 AP0162
 AP0162                          SUPERSEDED SURVEY CONTROL
 AP0162
 AP0162.No superseded survey control is available for this station.
 AP0162
 AP0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS530995(NAD 83)
 AP0162_MARKER: I = METAL ROD
 AP0162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0162_SP_SET: STAINLESS STEEL ROD
 AP0162_STAMPING: E 1434 1982
 AP0162_MARK LOGO: NGS   
 AP0162_PROJECTION: FLUSH
 AP0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0162_ROD/PIPE-DEPTH: 4.6  meters
 AP0162
 AP0162  HISTORY     - Date     Condition        Report By
 AP0162  HISTORY     - 1982     MONUMENTED       NGS
 AP0162
 AP0162                          STATION DESCRIPTION
 AP0162
 AP0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0162'26.95 KM (16.75 MI) NNE FROM EAGLE PASS.
 AP0162'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0162'EAGLE PASS, THENCE 19.1 KM (11.85 MI) NORTH ALONG U.S. HIGHWAY 277,
 AP0162'CEYLON STREET, TO JUNCTION OF STATE HIGHWAY 131, THENCE NORTH
 AP0162'NORTHEAST ALONG STATE ROUTE 131 FOR 7.65 KM (4.75 MI) AT A METAL GATE
 AP0162'AND FIELD ROAD LEADING WEST, 27.4 METERS (90.0 FT) WEST NORTHWEST OF
 AP0162'THE CENTERLINE OF THE HIGHWAY, 14.3 METERS (47.9 FT) SOUTH SOUTHWEST
 AP0162'OF CENTER OF A METAL GATE AND FIELD ROAD, AND 0.30 METERS (1.0 FT)
 AP0162'EAST SOUTHEAST OF A FENCE LINE, NOTE, ROD DRIVEN TO REFUSAL.
 AP0162'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AP0162'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1197 ***********************************************************************
 AB1197  DESIGNATION -  E 1435
 AB1197  PID         -  AB1197
 AB1197  STATE/COUNTY-  TX/CAMERON
 AB1197  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB1197
 AB1197                         *CURRENT SURVEY CONTROL
 AB1197  ___________________________________________________________________
 AB1197* NAD 83(1986)-  25 58 44.     (N)    097 31 08.     (W)     SCALED    
 AB1197* NAVD 88     -         8.725  (meters)      28.63   (feet)  ADJUSTED  
 AB1197  ___________________________________________________________________
 AB1197  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 AB1197  DYNAMIC HT  -           8.711 (meters)      28.58  (feet)  COMP
 AB1197  MODELED GRAV-     979,031.7   (mgal)                       NAVD 88
 AB1197
 AB1197  VERT ORDER  -  FIRST     CLASS II
 AB1197
 AB1197.The horizontal coordinates were scaled from a topographic map and have
 AB1197.an estimated accuracy of +/- 6 seconds.
 AB1197
 AB1197.The orthometric height was determined by differential leveling
 AB1197.and adjusted by the National Geodetic Survey in June 1991..
 AB1197
 AB1197.The geoid height was determined by GEOID03.
 AB1197
 AB1197.The dynamic height is computed by dividing the NAVD 88
 AB1197.geopotential number by the normal gravity value computed on the
 AB1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1197.degrees latitude (g = 980.6199 gals.).
 AB1197
 AB1197.The modeled gravity was interpolated from observed gravity values.
 AB1197
 AB1197;                    North         East    Units  Estimated Accuracy
 AB1197;SPC TX S     - 5,034,980.      398,250.      MT  (+/- 180 meters Scaled)
 AB1197
 AB1197                          SUPERSEDED SURVEY CONTROL
 AB1197
 AB1197.No superseded survey control is available for this station.
 AB1197
 AB1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP482741(NAD 83)
 AB1197_MARKER: I = METAL ROD
 AB1197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1197_SP_SET: STAINLESS STEEL ROD
 AB1197_STAMPING: E 1435 1981
 AB1197_MARK LOGO: NGS   
 AB1197_PROJECTION: FLUSH
 AB1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1197_ROD/PIPE-DEPTH: 8.5  meters
 AB1197
 AB1197  HISTORY     - Date     Condition        Report By
 AB1197  HISTORY     - 1981     MONUMENTED       NGS
 AB1197  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB1197  HISTORY     - 19950213 GOOD             USPSQD
 AB1197
 AB1197                          STATION DESCRIPTION
 AB1197
 AB1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1197'6.0 KM (3.7 MI) SSE FROM OLMITO.
 AB1197'6.0 KM (3.7 MI) SOUTH SOUTHEAST ALONG U.S. HIGHWAY 77 FROM THE
 AB1197'JUNCTION OF FARM ROADS 803 AND 511 IN OLMITO AT THE JUNCTION OF FARM
 AB1197'ROAD 3248, 10.0 METERS (33.0 FT) WEST SOUTHWEST OF THE CENTER OF THE
 AB1197'WEST SERVICE ROAD OF U.S. HIGHWAY 77, 37.7 METERS (124.0 FT) NORTH
 AB1197'NORTHWEST OF THE CENTER OF FARM ROAD 3248, 1.3 METERS (4.5 FT) SOUTH
 AB1197'OF TELEPHONE POLE AND JUNCTION BOX 5059 WITH GUY WIRE ANCHOR,
 AB1197'5.4 METERS (18.0 FT) NORTH NORTHWEST OF A 2.4 METERS (8.0 FT) HIGH
 AB1197'WOODEN CORNER FENCE, 0.3 METER (1.0 FT) EAST NORTHEAST OF THE
 AB1197'2.4 METERS (8.0 FT) HIGH WOODEN FENCE, AND 14.4 METERS (47.5 FT) SOUTH
 AB1197'THE MARK IS 0.46 METERS  NNE FROM A WITNESS POST.
 AB1197'THE MARK IS 0.3 M BELOW SERVICE ROAD.
 AB1197
 AB1197                          STATION RECOVERY (1991)
 AB1197
 AB1197'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1197'MARK NOT FOUND.
 AB1197
 AB1197                          STATION RECOVERY (1995)
 AB1197
 AB1197'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1249 ***********************************************************************
 AB1249  DESIGNATION -  E 1436
 AB1249  PID         -  AB1249
 AB1249  STATE/COUNTY-  TX/CAMERON
 AB1249  USGS QUAD   -  PORT ISABEL (1983)
 AB1249
 AB1249                         *CURRENT SURVEY CONTROL
 AB1249  ___________________________________________________________________
 AB1249* NAD 83(1986)-  26 07 29.     (N)    097 10 14.     (W)     SCALED    
 AB1249* NAVD 88     -         0.710  (meters)       2.33   (feet)  ADJUSTED  
 AB1249  ___________________________________________________________________
 AB1249  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 AB1249  DYNAMIC HT  -           0.709 (meters)       2.33  (feet)  COMP
 AB1249  MODELED GRAV-     979,072.2   (mgal)                       NAVD 88
 AB1249
 AB1249  VERT ORDER  -  FIRST     CLASS II
 AB1249
 AB1249.The horizontal coordinates were scaled from a topographic map and have
 AB1249.an estimated accuracy of +/- 6 seconds.
 AB1249
 AB1249.The orthometric height was determined by differential leveling
 AB1249.and adjusted by the National Geodetic Survey in June 1991..
 AB1249
 AB1249.The geoid height was determined by GEOID03.
 AB1249
 AB1249.The dynamic height is computed by dividing the NAVD 88
 AB1249.geopotential number by the normal gravity value computed on the
 AB1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1249.degrees latitude (g = 980.6199 gals.).
 AB1249
 AB1249.The modeled gravity was interpolated from observed gravity values.
 AB1249
 AB1249;                    North         East    Units  Estimated Accuracy
 AB1249;SPC TX S     - 5,051,450.      432,960.      MT  (+/- 180 meters Scaled)
 AB1249
 AB1249                          SUPERSEDED SURVEY CONTROL
 AB1249
 AB1249.No superseded survey control is available for this station.
 AB1249
 AB1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP829907(NAD 83)
 AB1249_MARKER: I = METAL ROD
 AB1249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1249_SP_SET: STAINLESS STEEL ROD
 AB1249_STAMPING: E 1436 1982
 AB1249_MARK LOGO: NGS   
 AB1249_PROJECTION: FLUSH
 AB1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1249+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 AB1249_ROD/PIPE-DEPTH: 13.4 meters
 AB1249
 AB1249  HISTORY     - Date     Condition        Report By
 AB1249  HISTORY     - 1982     MONUMENTED       NGS
 AB1249  HISTORY     - 19910411 POOR             USPSQD
 AB1249  HISTORY     - 20040223 GOOD             USPSQD
 AB1249
 AB1249                          STATION DESCRIPTION
 AB1249
 AB1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1249'4.6 KM (2.85 MI) NORTH FROM SOUTH PADRE ISLAND.
 AB1249'4.6 KM (2.85 MI) NORTH ALONG STATE PARK ROAD 100 NORTH FROM THE
 AB1249'JUNCTION OF STATE PARK ROAD 100 SOUTH AND STATE PARK ROAD 100 WEST IN
 AB1249'SOUTH PADRE ISLAND AT A LARGE POWER POLE NUMBER 52, ABOUT HALF-WAY
 AB1249'BETWEEN GEORGIA RUTH AND CAROLINE STREETS, ACROSS THE HIGHWAY FROM A
 AB1249'SMALL SHOPPING CENTER, 15.2 METERS (50.0 FT) WEST OF THE CENTERLINE OF
 AB1249'THE HIGHWAY (PADRE BOULEVARD), 40.5 METERS (133.0 FT) NORTH NORTHWEST
 AB1249'OF THE CENTER OF A METAL CATCH BASIN OF THE NORTH SIDE OF GEORGIA RUTH
 AB1249'STREET, 37.4 METERS (123.0 FT) SOUTH OF A LIGHT POLE ON THE SOUTH SIDE
 AB1249'OF CAROLINA STREET, 46.3 METERS (152.0 FT) EAST OF A POWER POLE WITH
 AB1249'GUIDE CABLE AT THE DEAD END OF A POWERLINE, 0.9 METER (3.0 FT) NORTH
 AB1249'NORTHWEST OF THE LARGE POWER NUMBER 36, AND 0.6 METER (2.0 FT) EAST OF
 AB1249'A NO PARKING SIGN POST.
 AB1249'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 AB1249'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB1249
 AB1249                          STATION RECOVERY (1991)
 AB1249
 AB1249'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1249'MARK RECOVERED IN POOR CONDITION.
 AB1249
 AB1249                          STATION RECOVERY (2004)
 AB1249
 AB1249'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB1249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1655 ***********************************************************************
 AY1655  DESIGNATION -  E 1437
 AY1655  PID         -  AY1655
 AY1655  STATE/COUNTY-  TX/BEXAR
 AY1655  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1655
 AY1655                         *CURRENT SURVEY CONTROL
 AY1655  ___________________________________________________________________
 AY1655* NAD 83(1986)-  29 28 47.     (N)    098 32 30.     (W)     SCALED    
 AY1655* NAVD 88     -       235.426  (meters)     772.39   (feet)  ADJUSTED  
 AY1655  ___________________________________________________________________
 AY1655  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AY1655  DYNAMIC HT  -         235.083 (meters)     771.27  (feet)  COMP
 AY1655  MODELED GRAV-     979,181.3   (mgal)                       NAVD 88
 AY1655
 AY1655  VERT ORDER  -  FIRST     CLASS II
 AY1655
 AY1655.The horizontal coordinates were scaled from a topographic map and have
 AY1655.an estimated accuracy of +/- 6 seconds.
 AY1655
 AY1655.The orthometric height was determined by differential leveling
 AY1655.and adjusted by the National Geodetic Survey in June 1991..
 AY1655
 AY1655.The geoid height was determined by GEOID03.
 AY1655
 AY1655.The dynamic height is computed by dividing the NAVD 88
 AY1655.geopotential number by the normal gravity value computed on the
 AY1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1655.degrees latitude (g = 980.6199 gals.).
 AY1655
 AY1655.The modeled gravity was interpolated from observed gravity values.
 AY1655
 AY1655;                    North         East    Units  Estimated Accuracy
 AY1655;SPC TXSC     - 4,182,550.      644,450.      MT  (+/- 180 meters Scaled)
 AY1655
 AY1655                          SUPERSEDED SURVEY CONTROL
 AY1655
 AY1655.No superseded survey control is available for this station.
 AY1655
 AY1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT444612(NAD 83)
 AY1655_MARKER: I = METAL ROD
 AY1655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1655_SP_SET: STAINLESS STEEL ROD
 AY1655_STAMPING: E 1437 1982
 AY1655_MARK LOGO: NGS   
 AY1655_PROJECTION: FLUSH
 AY1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1655_ROD/PIPE-DEPTH: 6.0  meters
 AY1655
 AY1655  HISTORY     - Date     Condition        Report By
 AY1655  HISTORY     - 1982     MONUMENTED       NGS
 AY1655  HISTORY     - 19950504 GOOD             USPSQD
 AY1655
 AY1655                          STATION DESCRIPTION
 AY1655
 AY1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1655'IN SAN ANTONIO.
 AY1655'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1655'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY1655'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY1655'THENCE 5.5 KM (3.45 MI) NORTHWEST ALONG FREDERICKSBURG ROAD AT DE
 AY1655'CHANTLE STREET LEADING SOUTHWEST, 52.1 METERS (171.0 FT) SOUTHWEST OF
 AY1655'THE CENTER OF FREDERICKSBURG ROAD, 5.1 METERS (17.0 FT) NORTHWEST OF
 AY1655'THE CENTERLINE OF DE CHANTLE STREET, 8.2 METERS (27.0 FT) SOUTH
 AY1655'SOUTHEAST OF THE SOUTHWEST CORNER OF A TAN BRICK BUILDING, 1.0 METER
 AY1655'(3.5 FT) EAST NORTHEAST OF A POWERLINE POLE WITH 3 GUY WIRES TO THE
 AY1655'NORTHEAST, AND 7.6 METERS (25.0 FT) SOUTHWEST OF THE NEAREST 1 OF 3
 AY1655'GUY WIRE ANCHORS.  NOTE, ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT
 AY1655'THIS DEPTH.
 AY1655'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AY1655'THE MARK IS ABOVE LEVEL WITH DE CHANTLE STREET.
 AY1655
 AY1655                          STATION RECOVERY (1995)
 AY1655
 AY1655'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0503 ***********************************************************************
 AO0503  DESIGNATION -  E 1438
 AO0503  PID         -  AO0503
 AO0503  STATE/COUNTY-  TX/DIMMIT
 AO0503  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0503
 AO0503                         *CURRENT SURVEY CONTROL
 AO0503  ___________________________________________________________________
 AO0503* NAD 83(1986)-  28 14 23.     (N)    099 36 53.     (W)     SCALED    
 AO0503* NAVD 88     -       164.584  (meters)     539.97   (feet)  ADJUSTED  
 AO0503  ___________________________________________________________________
 AO0503  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AO0503  DYNAMIC HT  -         164.333 (meters)     539.15  (feet)  COMP
 AO0503  MODELED GRAV-     979,115.0   (mgal)                       NAVD 88
 AO0503
 AO0503  VERT ORDER  -  FIRST     CLASS II
 AO0503
 AO0503.The horizontal coordinates were scaled from a topographic map and have
 AO0503.an estimated accuracy of +/- 6 seconds.
 AO0503
 AO0503.The orthometric height was determined by differential leveling
 AO0503.and adjusted by the National Geodetic Survey in June 1991..
 AO0503
 AO0503.The geoid height was determined by GEOID03.
 AO0503
 AO0503.The dynamic height is computed by dividing the NAVD 88
 AO0503.geopotential number by the normal gravity value computed on the
 AO0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0503.degrees latitude (g = 980.6199 gals.).
 AO0503
 AO0503.The modeled gravity was interpolated from observed gravity values.
 AO0503
 AO0503;                    North         East    Units  Estimated Accuracy
 AO0503;SPC TXSC     - 4,045,200.      539,670.      MT  (+/- 180 meters Scaled)
 AO0503
 AO0503                          SUPERSEDED SURVEY CONTROL
 AO0503
 AO0503.No superseded survey control is available for this station.
 AO0503
 AO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS396239(NAD 83)
 AO0503_MARKER: I = METAL ROD
 AO0503_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0503+WITH SETTING: INFORMATION.
 AO0503_SP_SET: SHALLOW SET METAL ROD
 AO0503_STAMPING: E 1438 1982
 AO0503_MARK LOGO: NGS   
 AO0503_PROJECTION: FLUSH
 AO0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0503_ROD/PIPE-DEPTH: 3.6  meters
 AO0503
 AO0503  HISTORY     - Date     Condition        Report By
 AO0503  HISTORY     - 1982     MONUMENTED       NGS
 AO0503
 AO0503                          STATION DESCRIPTION
 AO0503
 AO0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0503'12.0 KM (7.45 MI) SE FROM CATARINA.
 AO0503'12.0 KM (7.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AO0503'IN CATARINA AT TWO POWER POLES NUMBER 49-8, 21.1 METERS (69.5 FT) WEST
 AO0503'OF THE CENTERLINE OF THE HIGHWAY, 3.9 METERS (13.0 FT) EAST OF TWO
 AO0503'POWER POLES NUMBER 49-8, 0.75 METERS (2.4 FT) SOUTHEAST OF A WOODEN
 AO0503'FENCE POST, AND 0.30 METERS (1.0 FT) EAST OF A FENCE.
 AO0503'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 AO0503'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0136 ***********************************************************************
 AP0136  DESIGNATION -  E 1439
 AP0136  PID         -  AP0136
 AP0136  STATE/COUNTY-  TX/MAVERICK
 AP0136  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0136
 AP0136                         *CURRENT SURVEY CONTROL
 AP0136  ___________________________________________________________________
 AP0136* NAD 83(1986)-  28 40 24.     (N)    100 19 21.     (W)     SCALED    
 AP0136* NAVD 88     -       256.293  (meters)     840.85   (feet)  ADJUSTED  
 AP0136  ___________________________________________________________________
 AP0136  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AP0136  DYNAMIC HT  -         255.910 (meters)     839.60  (feet)  COMP
 AP0136  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 AP0136
 AP0136  VERT ORDER  -  FIRST     CLASS II
 AP0136
 AP0136.The horizontal coordinates were scaled from a topographic map and have
 AP0136.an estimated accuracy of +/- 6 seconds.
 AP0136
 AP0136.The orthometric height was determined by differential leveling
 AP0136.and adjusted by the National Geodetic Survey in June 1991..
 AP0136
 AP0136.The geoid height was determined by GEOID03.
 AP0136
 AP0136.The dynamic height is computed by dividing the NAVD 88
 AP0136.geopotential number by the normal gravity value computed on the
 AP0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0136.degrees latitude (g = 980.6199 gals.).
 AP0136
 AP0136.The modeled gravity was interpolated from observed gravity values.
 AP0136
 AP0136;                    North         East    Units  Estimated Accuracy
 AP0136;SPC TXSC     - 4,093,830.      470,750.      MT  (+/- 180 meters Scaled)
 AP0136
 AP0136                          SUPERSEDED SURVEY CONTROL
 AP0136
 AP0136.No superseded survey control is available for this station.
 AP0136
 AP0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS707725(NAD 83)
 AP0136_MARKER: I = METAL ROD
 AP0136_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AP0136_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AP0136_STAMPING: E 1439 1982
 AP0136_MARK LOGO: NGS   
 AP0136_PROJECTION: RECESSED 4 CENTIMETERS
 AP0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AP0136+STABILITY: POSITION/ELEVATION WELL
 AP0136_ROD/PIPE-DEPTH: 10.6 meters
 AP0136_SLEEVE-DEPTH  : 8.2 meters
 AP0136
 AP0136  HISTORY     - Date     Condition        Report By
 AP0136  HISTORY     - 1982     MONUMENTED       NGS
 AP0136
 AP0136                          STATION DESCRIPTION
 AP0136
 AP0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0136'18.3 KM (11.4 MI) EAST FROM EAGLE PASS.
 AP0136'18.3 KM (11.4 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0136'OLD COURTHOUSE IN EAGLE PASS THAT IS LOCATED AT THE JUNCTION OF MAIN
 AP0136'STREET AND MADISON, SET AT A PICNIC AREA ON THE SOUTHEAST SIDE ALSO
 AP0136'ABOUT 0.2 KM (0.1 MI) SOUTHEAST OF A DIRT ROAD WITH METAL GATE AND TWO
 AP0136'BRICK PILLARS LEADING SOUTH, 55.1 METERS (181.0 FT) SOUTH OF THE
 AP0136'CENTERLINE OF THE HIGHWAY, 32.1 METERS (105.5 FT) NORTHWEST OF THE
 AP0136'MOST NORTHERLY ONE OF TWO HIGH TENSION POWER POLES, 20.1 METERS
 AP0136'(66.0 FT) SOUTH SOUTHEAST OF THE SOUTHEAST METAL POST SUPPORTING THE
 AP0136'MOST EASTERLY ONE OF TWO PICNIC SHELTERS, 29.8 METERS (98.0 FT) EAST
 AP0136'OF THE CENTER OF THE CROSSOVER STEPS OVER THE FENCE, 11.4 METERS
 AP0136'(37.5 FT) SOUTHWEST OF A SMALL PALM TREE, AND 0.8 METER (2.5 FT) NORTH
 AP0136'OF THE FENCE.
 AP0136'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 AP0136'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0136 ***********************************************************************
 CV0136  DESIGNATION -  E 144
 CV0136  PID         -  CV0136
 CV0136  STATE/COUNTY-  TX/ANDREWS
 CV0136  USGS QUAD   -  CLABBER HILL RANCH (1968)
 CV0136
 CV0136                         *CURRENT SURVEY CONTROL
 CV0136  ___________________________________________________________________
 CV0136* NAD 83(1986)-  32 14 05.     (N)    102 31 03.     (W)     SCALED    
 CV0136* NAVD 88     -       964.330  (meters)    3163.81   (feet)  ADJUSTED  
 CV0136  ___________________________________________________________________
 CV0136  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CV0136  DYNAMIC HT  -         962.974 (meters)    3159.36  (feet)  COMP
 CV0136  MODELED GRAV-     979,200.7   (mgal)                       NAVD 88
 CV0136
 CV0136  VERT ORDER  -  FIRST     CLASS II
 CV0136
 CV0136.The horizontal coordinates were scaled from a topographic map and have
 CV0136.an estimated accuracy of +/- 6 seconds.
 CV0136
 CV0136.The orthometric height was determined by differential leveling
 CV0136.and adjusted by the National Geodetic Survey in June 1991..
 CV0136
 CV0136.The geoid height was determined by GEOID03.
 CV0136
 CV0136.The dynamic height is computed by dividing the NAVD 88
 CV0136.geopotential number by the normal gravity value computed on the
 CV0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0136.degrees latitude (g = 980.6199 gals.).
 CV0136
 CV0136.The modeled gravity was interpolated from observed gravity values.
 CV0136
 CV0136;                    North         East    Units  Estimated Accuracy
 CV0136;SPC TXNC     - 2,070,230.      221,450.      MT  (+/- 180 meters Scaled)
 CV0136
 CV0136                          SUPERSEDED SURVEY CONTROL
 CV0136
 CV0136  NGVD 29 (??/??/92)  963.893  (m)         3162.37   (f) ADJ UNCH    1 2
 CV0136
 CV0136.Superseded values are not recommended for survey control.
 CV0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0136.See file dsdata.txt to determine how the superseded data were derived.
 CV0136
 CV0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR339691(NAD 83)
 CV0136_MARKER: DB = BENCH MARK DISK
 CV0136_SETTING: 0 = UNSPECIFIED SETTING
 CV0136_STAMPING: E 144 1934
 CV0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0136
 CV0136  HISTORY     - Date     Condition        Report By
 CV0136  HISTORY     - 1934     MONUMENTED       CGS
 CV0136  HISTORY     - 19520328 MARK NOT FOUND   CGS
 CV0136  HISTORY     - 19520328 MARK NOT FOUND   CGS
 CV0136  HISTORY     - 1963     GOOD             NGS
 CV0136
 CV0136                          STATION DESCRIPTION
 CV0136
 CV0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0136'6.4 MI SE FROM ANDREWS.
 CV0136'6.4 MI. S.E. ALONG STATE HIGHWAY 137 FROM HIGH SCHOOL ALONG TEXAS
 CV0136'STATE HIGHWAY NO. 137, 0.8 MILE SOUTHEAST OF HIGHWAY CATTLE GUARD ON
 CV0136'TOP OF SMALL HILL, 50 FEET NORTHEAST OF CENTER LINE OF HIGHWAY.
 CV0136
 CV0136                          STATION RECOVERY (1952)
 CV0136
 CV0136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 CV0136'MARK NOT FOUND.
 CV0136
 CV0136                          STATION RECOVERY (1952)
 CV0136
 CV0136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 CV0136'MARK NOT FOUND.
 CV0136
 CV0136                          STATION RECOVERY (1963)
 CV0136
 CV0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CV0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0137 ***********************************************************************
 CV0137  DESIGNATION -  E 144 RESET 1952
 CV0137  PID         -  CV0137
 CV0137  STATE/COUNTY-  TX/ANDREWS
 CV0137  USGS QUAD   -  CLABBER HILL RANCH (1968)
 CV0137
 CV0137                         *CURRENT SURVEY CONTROL
 CV0137  ___________________________________________________________________
 CV0137* NAD 83(1986)-  32 14 05.     (N)    102 31 03.     (W)     SCALED    
 CV0137* NAVD 88     -       964.03   (meters)    3162.8    (feet)  RESET     
 CV0137  ___________________________________________________________________
 CV0137  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CV0137
 CV0137  VERT ORDER  -  THIRD
 CV0137
 CV0137.The horizontal coordinates were scaled from a topographic map and have
 CV0137.an estimated accuracy of +/- 6 seconds.
 CV0137
 CV0137.The orthometric height was computed from unverified reset data.
 CV0137
 CV0137.The geoid height was determined by GEOID03.
 CV0137
 CV0137;                    North         East    Units  Estimated Accuracy
 CV0137;SPC TXNC     - 2,070,230.      221,450.      MT  (+/- 180 meters Scaled)
 CV0137
 CV0137                          SUPERSEDED SURVEY CONTROL
 CV0137
 CV0137.No superseded survey control is available for this station.
 CV0137
 CV0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR339691(NAD 83)
 CV0137_MARKER: DB = BENCH MARK DISK
 CV0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0137_STAMPING: E 144 RESET 1952
 CV0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0137+STABILITY: SURFACE MOTION
 CV0137
 CV0137  HISTORY     - Date     Condition        Report By
 CV0137  HISTORY     - 1952     MONUMENTED       TXHD
 CV0137  HISTORY     - 1952     GOOD             NGS
 CV0137  HISTORY     - 1957     MARK NOT FOUND   NGS
 CV0137
 CV0137                          STATION DESCRIPTION
 CV0137
 CV0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CV0137'6.4 MI SE FROM ANDREWS.
 CV0137'6.4 MILES SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE HIGH SCHOOL AT
 CV0137'ANDREWS, ANDREWS COUNTY, 0.2 MILE SOUTHEAST OF A CULVERT, AND 20 FEET
 CV0137'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 CV0137'E 144 RESET 1952 AND SET IN THE TOP OF A CONCRETE POST.
 CV0137
 CV0137                          STATION RECOVERY (1957)
 CV0137
 CV0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CV0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0148 ***********************************************************************
 AP0148  DESIGNATION -  E 1440
 AP0148  PID         -  AP0148
 AP0148  STATE/COUNTY-  TX/MAVERICK
 AP0148  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0148
 AP0148                         *CURRENT SURVEY CONTROL
 AP0148  ___________________________________________________________________
 AP0148* NAD 83(1986)-  28 44 11.     (N)    100 29 45.     (W)     SCALED    
 AP0148* NAVD 88     -       227.457  (meters)     746.25   (feet)  ADJUSTED  
 AP0148  ___________________________________________________________________
 AP0148  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AP0148  DYNAMIC HT  -         227.118 (meters)     745.14  (feet)  COMP
 AP0148  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 AP0148
 AP0148  VERT ORDER  -  FIRST     CLASS II
 AP0148
 AP0148.The horizontal coordinates were scaled from a topographic map and have
 AP0148.an estimated accuracy of +/- 6 seconds.
 AP0148
 AP0148.The orthometric height was determined by differential leveling
 AP0148.and adjusted by the National Geodetic Survey in June 1991..
 AP0148
 AP0148.The geoid height was determined by GEOID03.
 AP0148
 AP0148.The dynamic height is computed by dividing the NAVD 88
 AP0148.geopotential number by the normal gravity value computed on the
 AP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0148.degrees latitude (g = 980.6199 gals.).
 AP0148
 AP0148.The modeled gravity was interpolated from observed gravity values.
 AP0148
 AP0148;                    North         East    Units  Estimated Accuracy
 AP0148;SPC TXSC     - 4,101,020.      453,900.      MT  (+/- 180 meters Scaled)
 AP0148
 AP0148                          SUPERSEDED SURVEY CONTROL
 AP0148
 AP0148.No superseded survey control is available for this station.
 AP0148
 AP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS539796(NAD 83)
 AP0148_MARKER: I = METAL ROD
 AP0148_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0148_SP_SET: STAINLESS STEEL ROD
 AP0148_STAMPING: E 1440 1982
 AP0148_MARK LOGO: NGS   
 AP0148_PROJECTION: FLUSH
 AP0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0148_ROD/PIPE-DEPTH: 3.9  meters
 AP0148
 AP0148  HISTORY     - Date     Condition        Report By
 AP0148  HISTORY     - 1982     MONUMENTED       NGS
 AP0148
 AP0148                          STATION DESCRIPTION
 AP0148
 AP0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0148'3.7 KM (2.3 MI) NORTH FROM EAGLE PASS.
 AP0148'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0148'EAGLE PASS, THENCE 3.45 KM (2.15 MI) NORTH ALONG U.S. HIGHWAY 277, SET
 AP0148'AT THE NORTHEAST CORNER OF JUNCTION LOOP 431 AND U.S. HIGHWAY 277,
 AP0148'53.2 METERS (174.5 FT) EAST OF CENTERLINE OF U.S. HIGHWAY 277,
 AP0148'21.9 METERS (72.0 FT) NORTH OF CENTERLINE OF LOOP 431, 31.3 METERS
 AP0148'(103.0 FT) EAST OF A POLE WITH WARNING LIGHTS FOR THE INTERSECTION,
 AP0148'7.2 METERS (23.8 FT) EAST SOUTHEAST OF A CONCRETE RIGHT OF WAY POST,
 AP0148'0.7 METER (2.3 FT) WEST OF A POWER POLE WITH GUY WIRE, AND 1.6 METERS
 AP0148'(5.5 FT) WEST SOUTHWEST OF THE CORNER OF A WOVEN WIRE FENCE.
 AP0148'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 AP0148'THE MARK IS 0.6 M ABOVE LOOP 431.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0893 ***********************************************************************
 CA0893  DESIGNATION -  E 1441
 CA0893  PID         -  CA0893
 CA0893  STATE/COUNTY-  TX/MCCULLOCH
 CA0893  USGS QUAD   -  BRADY SOUTH (1987)
 CA0893
 CA0893                         *CURRENT SURVEY CONTROL
 CA0893  ___________________________________________________________________
 CA0893* NAD 83(1986)-  31 01 51.     (N)    099 17 08.     (W)     SCALED    
 CA0893* NAVD 88     -       525.334  (meters)    1723.53   (feet)  ADJUSTED  
 CA0893  ___________________________________________________________________
 CA0893  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CA0893  DYNAMIC HT  -         524.625 (meters)    1721.21  (feet)  COMP
 CA0893  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 CA0893
 CA0893  VERT ORDER  -  FIRST     CLASS II
 CA0893
 CA0893.The horizontal coordinates were scaled from a topographic map and have
 CA0893.an estimated accuracy of +/- 6 seconds.
 CA0893
 CA0893.The orthometric height was determined by differential leveling
 CA0893.and adjusted by the National Geodetic Survey in June 1991..
 CA0893
 CA0893.The geoid height was determined by GEOID03.
 CA0893
 CA0893.The dynamic height is computed by dividing the NAVD 88
 CA0893.geopotential number by the normal gravity value computed on the
 CA0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0893.degrees latitude (g = 980.6199 gals.).
 CA0893
 CA0893.The modeled gravity was interpolated from observed gravity values.
 CA0893
 CA0893;                    North         East    Units  Estimated Accuracy
 CA0893;SPC TX C     - 3,151,700.      800,020.      MT  (+/- 180 meters Scaled)
 CA0893
 CA0893                          SUPERSEDED SURVEY CONTROL
 CA0893
 CA0893.No superseded survey control is available for this station.
 CA0893
 CA0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV727330(NAD 83)
 CA0893_MARKER: DB = BENCH MARK DISK
 CA0893_SETTING: 66 = SET IN ROCK OUTCROP
 CA0893_SP_SET: ROCK OUTCROP
 CA0893_STAMPING: E 1441 1982
 CA0893_MARK LOGO: NGS   
 CA0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0893+STABILITY: POSITION/ELEVATION WELL
 CA0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0893+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 CA0893
 CA0893  HISTORY     - Date     Condition        Report By
 CA0893  HISTORY     - 1982     MONUMENTED       NGS
 CA0893  HISTORY     - 19950814 GOOD             USPSQD
 CA0893  HISTORY     - 20060318 GOOD             USPSQD
 CA0893
 CA0893                          STATION DESCRIPTION
 CA0893
 CA0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0893'12.8 KM (7.95 MI) SE FROM BRADY.
 CA0893'12.8 KM (7.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 CA0893'IN BRADY, SET IN A 4 BY 5 FOOT PIECE OF OUTCROP ON AN UPGRADE,
 CA0893'17.3 METERS (57.0 FT) EAST NORTHEAST OF THE CENTERLINE OF HIGHWAY 87,
 CA0893'41.7 METERS (137.0 FT) WEST SOUTHWEST OF CENTERLINE OF OLD HIGHWAY 87,
 CA0893'AND 10.8 METERS (35.5 FT) SOUTHEAST OF A PASS WITH CARE HIGHWAY SIGN.
 CA0893'THE MARK IS 0.6 M BELOW HIGHWAY.
 CA0893
 CA0893                          STATION RECOVERY (1995)
 CA0893
 CA0893'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0893'RECOVERED IN GOOD CONDITION.
 CA0893
 CA0893                          STATION RECOVERY (2006)
 CA0893
 CA0893'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0893'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0699 ***********************************************************************
 CB0699  DESIGNATION -  E 1442
 CB0699  PID         -  CB0699
 CB0699  STATE/COUNTY-  TX/REAGAN
 CB0699  USGS QUAD   -  WITCO (1971)
 CB0699
 CB0699                         *CURRENT SURVEY CONTROL
 CB0699  ___________________________________________________________________
 CB0699* NAD 83(1986)-  31 10 10.     (N)    101 21 26.     (W)     SCALED    
 CB0699* NAVD 88     -       843.629  (meters)    2767.81   (feet)  ADJUSTED  
 CB0699  ___________________________________________________________________
 CB0699  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CB0699  DYNAMIC HT  -         842.400 (meters)    2763.77  (feet)  COMP
 CB0699  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 CB0699
 CB0699  VERT ORDER  -  FIRST     CLASS II
 CB0699
 CB0699.The horizontal coordinates were scaled from a topographic map and have
 CB0699.an estimated accuracy of +/- 6 seconds.
 CB0699
 CB0699.The orthometric height was determined by differential leveling
 CB0699.and adjusted by the National Geodetic Survey in June 1991..
 CB0699
 CB0699.The geoid height was determined by GEOID03.
 CB0699
 CB0699.The dynamic height is computed by dividing the NAVD 88
 CB0699.geopotential number by the normal gravity value computed on the
 CB0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0699.degrees latitude (g = 980.6199 gals.).
 CB0699
 CB0699.The modeled gravity was interpolated from observed gravity values.
 CB0699
 CB0699;                    North         East    Units  Estimated Accuracy
 CB0699;SPC TX C     - 3,167,040.      602,400.      MT  (+/- 180 meters Scaled)
 CB0699
 CB0699                          SUPERSEDED SURVEY CONTROL
 CB0699
 CB0699.No superseded survey control is available for this station.
 CB0699
 CB0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV753507(NAD 83)
 CB0699_MARKER: I = METAL ROD
 CB0699_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0699+WITH SETTING: INFORMATION.
 CB0699_SP_SET: SHALLOW SET METAL ROD
 CB0699_STAMPING: E 1442 1981
 CB0699_MARK LOGO: NGS   
 CB0699_PROJECTION: FLUSH
 CB0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0699_ROD/PIPE-DEPTH: 1.8  meters
 CB0699
 CB0699  HISTORY     - Date     Condition        Report By
 CB0699  HISTORY     - 1981     MONUMENTED       NGS
 CB0699
 CB0699                          STATION DESCRIPTION
 CB0699
 CB0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0699'11.0 KM (6.85 MI) EAST FROM BIG LAKE.
 CB0699'11.0 KM (6.85 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0699'WITH STATE HIGHWAY 137 IN BIG LAKE, 31.7 METERS (104.0 FT)
 CB0699'EAST-SOUTHEAST OF THE CENTER OF THE ENTRANCE TO THE N. W. HICKMAN
 CB0699'RANCH AND 26.9 METERS (88.3 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 CB0699'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CB0699'CAP.
 CB0699'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST AND FENCE
 CB0699'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0727 ***********************************************************************
 CB0727  DESIGNATION -  E 1443
 CB0727  PID         -  CB0727
 CB0727  STATE/COUNTY-  TX/IRION
 CB0727  USGS QUAD   -  NOELKE (1987)
 CB0727
 CB0727                         *CURRENT SURVEY CONTROL
 CB0727  ___________________________________________________________________
 CB0727* NAD 83(1986)-  31 11 14.     (N)    100 53 17.     (W)     SCALED    
 CB0727* NAVD 88     -       700.134  (meters)    2297.02   (feet)  ADJUSTED  
 CB0727  ___________________________________________________________________
 CB0727  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CB0727  DYNAMIC HT  -         699.148 (meters)    2293.79  (feet)  COMP
 CB0727  MODELED GRAV-     979,209.0   (mgal)                       NAVD 88
 CB0727
 CB0727  VERT ORDER  -  FIRST     CLASS II
 CB0727
 CB0727.The horizontal coordinates were scaled from a topographic map and have
 CB0727.an estimated accuracy of +/- 6 seconds.
 CB0727
 CB0727.The orthometric height was determined by differential leveling
 CB0727.and adjusted by the National Geodetic Survey in June 1991..
 CB0727
 CB0727.The geoid height was determined by GEOID03.
 CB0727
 CB0727.The dynamic height is computed by dividing the NAVD 88
 CB0727.geopotential number by the normal gravity value computed on the
 CB0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0727.degrees latitude (g = 980.6199 gals.).
 CB0727
 CB0727.The modeled gravity was interpolated from observed gravity values.
 CB0727
 CB0727;                    North         East    Units  Estimated Accuracy
 CB0727;SPC TX C     - 3,168,690.      647,130.      MT  (+/- 180 meters Scaled)
 CB0727
 CB0727                          SUPERSEDED SURVEY CONTROL
 CB0727
 CB0727.No superseded survey control is available for this station.
 CB0727
 CB0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV200518(NAD 83)
 CB0727_MARKER: DB = BENCH MARK DISK
 CB0727_SETTING: 66 = SET IN ROCK OUTCROP
 CB0727_SP_SET: ROCK OUTCROP
 CB0727_STAMPING: E 1443 1981
 CB0727_MARK LOGO: NGS   
 CB0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0727+STABILITY: POSITION/ELEVATION WELL
 CB0727
 CB0727  HISTORY     - Date     Condition        Report By
 CB0727  HISTORY     - 1981     MONUMENTED       NGS
 CB0727
 CB0727                          STATION DESCRIPTION
 CB0727
 CB0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0727'10.9 KM (6.75 MI) SW FROM MERTZON.
 CB0727'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0727'MERTZON, THENCE 10.8 KM (6.7 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 67,
 CB0727'IN TOP  OF A 2 BY 2 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 75.4
 CB0727'METERS (247.4 FT) EAST OF THE EAST CORNER OF A BRIDGE, 19.8 METERS
 CB0727'(65.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16.2
 CB0727'METERS (53.1 FT) SOUTHWEST OF A UTILITY POLE AND 9.7 METERS (31.8 FT)
 CB0727'NORTH-NORTHWEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 CB0727'RAILROAD.
 CB0727'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0476 ***********************************************************************
 AZ0476  DESIGNATION -  E 1444
 AZ0476  PID         -  AZ0476
 AZ0476  STATE/COUNTY-  TX/EDWARDS
 AZ0476  USGS QUAD   -  CARTA VALLEY (1978)
 AZ0476
 AZ0476                         *CURRENT SURVEY CONTROL
 AZ0476  ___________________________________________________________________
 AZ0476* NAD 83(1986)-  29 47 27.     (N)    100 38 13.     (W)     SCALED    
 AZ0476* NAVD 88     -       592.940  (meters)    1945.34   (feet)  ADJUSTED  
 AZ0476  ___________________________________________________________________
 AZ0476  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AZ0476  DYNAMIC HT  -         592.056 (meters)    1942.44  (feet)  COMP
 AZ0476  MODELED GRAV-     979,132.9   (mgal)                       NAVD 88
 AZ0476
 AZ0476  VERT ORDER  -  FIRST     CLASS II
 AZ0476
 AZ0476.The horizontal coordinates were scaled from a topographic map and have
 AZ0476.an estimated accuracy of +/- 6 seconds.
 AZ0476
 AZ0476.The orthometric height was determined by differential leveling
 AZ0476.and adjusted by the National Geodetic Survey in June 1991..
 AZ0476
 AZ0476.The geoid height was determined by GEOID03.
 AZ0476
 AZ0476.The dynamic height is computed by dividing the NAVD 88
 AZ0476.geopotential number by the normal gravity value computed on the
 AZ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0476.degrees latitude (g = 980.6199 gals.).
 AZ0476
 AZ0476.The modeled gravity was interpolated from observed gravity values.
 AZ0476
 AZ0476;                    North         East    Units  Estimated Accuracy
 AZ0476;SPC TXSC     - 4,218,050.      441,750.      MT  (+/- 180 meters Scaled)
 AZ0476
 AZ0476                          SUPERSEDED SURVEY CONTROL
 AZ0476
 AZ0476.No superseded survey control is available for this station.
 AZ0476
 AZ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT417967(NAD 83)
 AZ0476_MARKER: DB = BENCH MARK DISK
 AZ0476_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0476_SP_SET: ROCK OUTCROP
 AZ0476_STAMPING: E 1444 1981
 AZ0476_MARK LOGO: NGS   
 AZ0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0476+STABILITY: POSITION/ELEVATION WELL
 AZ0476
 AZ0476  HISTORY     - Date     Condition        Report By
 AZ0476  HISTORY     - 1981     MONUMENTED       NGS
 AZ0476
 AZ0476                          STATION DESCRIPTION
 AZ0476
 AZ0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0476'56.5 KM (35.15 MI) NE FROM DEL RIO.
 AZ0476'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0476'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE
 AZ0476'20.8 KM (12.95 MI) NORTHEAST ALONG U.S. HIGHWAY 377, IN A 5 BY 24 FT
 AZ0476'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI) NORTHEAST OF A
 AZ0476'DRIVEWAY LEADING TO ROSENOW RANCH, 26.7 METERS (87.6 FT) SOUTH OF THE
 AZ0476'CENTERLINE OF THE HIGHWAY, 17.0 METERS (55.8 FT) SOUTH OF A FENCE AND
 AZ0476'5.5 METERS (18.0 FT) WEST-SOUTHWEST OF A FENCE.
 AZ0476'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 AZ0476'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0415 ***********************************************************************
 BO0415  DESIGNATION -  E 1445
 BO0415  PID         -  BO0415
 BO0415  STATE/COUNTY-  TX/EDWARDS
 BO0415  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0415
 BO0415                         *CURRENT SURVEY CONTROL
 BO0415  ___________________________________________________________________
 BO0415* NAD 83(1986)-  30 02 27.     (N)    100 11 28.     (W)     SCALED    
 BO0415* NAVD 88     -       725.781  (meters)    2381.17   (feet)  ADJUSTED  
 BO0415  ___________________________________________________________________
 BO0415  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0415  DYNAMIC HT  -         724.703 (meters)    2377.63  (feet)  COMP
 BO0415  MODELED GRAV-     979,133.4   (mgal)                       NAVD 88
 BO0415
 BO0415  VERT ORDER  -  FIRST     CLASS II
 BO0415
 BO0415.The horizontal coordinates were scaled from a topographic map and have
 BO0415.an estimated accuracy of +/- 6 seconds.
 BO0415
 BO0415.The orthometric height was determined by differential leveling
 BO0415.and adjusted by the National Geodetic Survey in June 1991..
 BO0415
 BO0415.The geoid height was determined by GEOID03.
 BO0415
 BO0415.The dynamic height is computed by dividing the NAVD 88
 BO0415.geopotential number by the normal gravity value computed on the
 BO0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0415.degrees latitude (g = 980.6199 gals.).
 BO0415
 BO0415.The modeled gravity was interpolated from observed gravity values.
 BO0415
 BO0415;                    North         East    Units  Estimated Accuracy
 BO0415;SPC TXSC     - 4,245,240.      485,130.      MT  (+/- 180 meters Scaled)
 BO0415
 BO0415                          SUPERSEDED SURVEY CONTROL
 BO0415
 BO0415.No superseded survey control is available for this station.
 BO0415
 BO0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU851239(NAD 83)
 BO0415_MARKER: DB = BENCH MARK DISK
 BO0415_SETTING: 66 = SET IN ROCK OUTCROP
 BO0415_SP_SET: ROCK OUTCROP
 BO0415_STAMPING: E 1445 1981
 BO0415_MARK LOGO: NGS   
 BO0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0415+STABILITY: POSITION/ELEVATION WELL
 BO0415
 BO0415  HISTORY     - Date     Condition        Report By
 BO0415  HISTORY     - 1981     MONUMENTED       NGS
 BO0415
 BO0415                          STATION DESCRIPTION
 BO0415
 BO0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0415'3.2 KM (2.0 MI) NE FROM ROCKSPRINGS.
 BO0415'3.2 KM (2.0 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0415'JUNCTION WITH U.S. HIGHWAY 55 IN ROCKSPRINGS, IN A 4 BY 8 FT EXPOSED
 BO0415'AREA OF OUTCROPPING BEDROCK, 23.8 METERS (78.1 FT) NORTH-NORTHWEST OF
 BO0415'THE CENTERLINE OF THE HIGHWAY, 23.7 METERS (77.8 FT) SOUTH-SOUTHWEST
 BO0415'OF A FENCE, 10.7 METERS (35.1 FT) EAST-NORTHEAST OF THE CENTER OF
 BO0415'RANCH ROAD 2630 AND 2.2 METERS (7.2 FT) NORTH-NORTHEAST OF THE
 BO0415'SOUTHWEST END OF A DRAINAGE PIPE.
 BO0415'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 BO0415'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0754 ***********************************************************************
 CB0754  DESIGNATION -  E 1446
 CB0754  PID         -  CB0754
 CB0754  STATE/COUNTY-  TX/TOM GREEN
 CB0754  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0754
 CB0754                         *CURRENT SURVEY CONTROL
 CB0754  ___________________________________________________________________
 CB0754* NAD 83(1986)-  31 25 14.     (N)    100 29 06.     (W)     SCALED    
 CB0754* NAVD 88     -       575.584  (meters)    1888.40   (feet)  ADJUSTED  
 CB0754  ___________________________________________________________________
 CB0754  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0754  DYNAMIC HT  -         574.795 (meters)    1885.81  (feet)  COMP
 CB0754  MODELED GRAV-     979,252.3   (mgal)                       NAVD 88
 CB0754
 CB0754  VERT ORDER  -  FIRST     CLASS II
 CB0754
 CB0754.The horizontal coordinates were scaled from a topographic map and have
 CB0754.an estimated accuracy of +/- 6 seconds.
 CB0754
 CB0754.The orthometric height was determined by differential leveling
 CB0754.and adjusted by the National Geodetic Survey in June 1991..
 CB0754
 CB0754.The geoid height was determined by GEOID03.
 CB0754
 CB0754.The dynamic height is computed by dividing the NAVD 88
 CB0754.geopotential number by the normal gravity value computed on the
 CB0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0754.degrees latitude (g = 980.6199 gals.).
 CB0754
 CB0754.The modeled gravity was interpolated from observed gravity values.
 CB0754
 CB0754;                    North         East    Units  Estimated Accuracy
 CB0754;SPC TX C     - 3,194,440.      685,580.      MT  (+/- 180 meters Scaled)
 CB0754
 CB0754                          SUPERSEDED SURVEY CONTROL
 CB0754
 CB0754.No superseded survey control is available for this station.
 CB0754
 CB0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV588771(NAD 83)
 CB0754_MARKER: DB = BENCH MARK DISK
 CB0754_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CB0754_SP_SET: PIER
 CB0754_STAMPING: E 1446 1981
 CB0754_MARK LOGO: NGS   
 CB0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB0754+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 CB0754
 CB0754  HISTORY     - Date     Condition        Report By
 CB0754  HISTORY     - 1981     MONUMENTED       NGS
 CB0754  HISTORY     - 20031127 GOOD             USPSQD
 CB0754  HISTORY     - 20050728 GOOD             USPSQD
 CB0754
 CB0754                          STATION DESCRIPTION
 CB0754
 CB0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0754'7.1 KM (4.4 MI) WEST FROM SAN ANGELO.
 CB0754'5.5 KM (3.4 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CB0754'RAILROAD FROM THE STATION IN SAN ANGELO, THENCE 1.6 KM (1.0 MI)
 CB0754'NORTHWEST ALONG STATE HIGHWAY LOOP 306, AT THE COLLEGE HILLS BOULEVARD
 CB0754'OVERPASS, SET VERTICALLY IN THE SOUTHEAST FACE OF THE MOST
 CB0754'NORTHEASTERLY ONE OF TWO PIERS OF THE WEST BOUND LANES OF THE HIGHWAY
 CB0754'AND 13.1 METERS (43.0 FT) SOUTHEAST OF THE CENTER OF THE BOULEVARD.
 CB0754'THE MARK IS 1.1 M ABOVE THE GROUND.
 CB0754
 CB0754                          STATION RECOVERY (2003)
 CB0754
 CB0754'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0754'RECOVERED IN GOOD CONDITION.
 CB0754
 CB0754                          STATION RECOVERY (2005)
 CB0754
 CB0754'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CB0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0732 ***********************************************************************
 CB0732  DESIGNATION -  E 1447
 CB0732  PID         -  CB0732
 CB0732  STATE/COUNTY-  TX/IRION
 CB0732  USGS QUAD   -  MERTZON (1987)
 CB0732
 CB0732                         *CURRENT SURVEY CONTROL
 CB0732  ___________________________________________________________________
 CB0732* NAD 83(1986)-  31 15 54.     (N)    100 48 54.     (W)     SCALED    
 CB0732* NAVD 88     -       664.579  (meters)    2180.37   (feet)  ADJUSTED  
 CB0732  ___________________________________________________________________
 CB0732  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CB0732  DYNAMIC HT  -         663.646 (meters)    2177.31  (feet)  COMP
 CB0732  MODELED GRAV-     979,214.4   (mgal)                       NAVD 88
 CB0732
 CB0732  VERT ORDER  -  FIRST     CLASS II
 CB0732
 CB0732.The horizontal coordinates were scaled from a topographic map and have
 CB0732.an estimated accuracy of +/- 6 seconds.
 CB0732
 CB0732.The orthometric height was determined by differential leveling
 CB0732.and adjusted by the National Geodetic Survey in June 1991..
 CB0732
 CB0732.The geoid height was determined by GEOID03.
 CB0732
 CB0732.The dynamic height is computed by dividing the NAVD 88
 CB0732.geopotential number by the normal gravity value computed on the
 CB0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0732.degrees latitude (g = 980.6199 gals.).
 CB0732
 CB0732.The modeled gravity was interpolated from observed gravity values.
 CB0732
 CB0732;                    North         East    Units  Estimated Accuracy
 CB0732;SPC TX C     - 3,177,280.      654,130.      MT  (+/- 180 meters Scaled)
 CB0732
 CB0732                          SUPERSEDED SURVEY CONTROL
 CB0732
 CB0732.No superseded survey control is available for this station.
 CB0732
 CB0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV271603(NAD 83)
 CB0732_MARKER: I = METAL ROD
 CB0732_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0732+WITH SETTING: INFORMATION.
 CB0732_SP_SET: SHALLOW SET METAL ROD
 CB0732_STAMPING: E 1447 1981
 CB0732_MARK LOGO: NGS   
 CB0732_PROJECTION: FLUSH
 CB0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0732_ROD/PIPE-DEPTH: 2.1  meters
 CB0732
 CB0732  HISTORY     - Date     Condition        Report By
 CB0732  HISTORY     - 1981     MONUMENTED       NGS
 CB0732
 CB0732                          STATION DESCRIPTION
 CB0732
 CB0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0732'1.3 KM (0.75 MI) NE FROM MERTZON.
 CB0732'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0732'MERTZON, THENCE 1.0 KM (0.6 MI) NORTH ALONG U.S. HIGHWAY 67, THENCE
 CB0732'0.1 KM (0.05 MI) EAST ALONG A GRAVELED ROAD, THENCE 0.1 KM (0.05 MI)
 CB0732'SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 22.8 METERS
 CB0732'(74.8 FT) EAST OF THE CENTER OF A TRACK ROAD, 13.0 METERS (42.7 FT)
 CB0732'WEST OF THE NEAR RAIL, 12.6 METERS (41.3 FT) WEST-NORTHWEST OF THE
 CB0732'NORTHWEST CORNER OF A RAILROAD BRIDGE, AND 0.8 METERS (2.6 FT) NORTH
 CB0732'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CB0732'LOGO CAP.
 CB0732'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CB0732'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0485 ***********************************************************************
 BN0485  DESIGNATION -  E 1448
 BN0485  PID         -  BN0485
 BN0485  STATE/COUNTY-  TX/MENARD
 BN0485  USGS QUAD   -  CHAPMAN DRAW (1987)
 BN0485
 BN0485                         *CURRENT SURVEY CONTROL
 BN0485  ___________________________________________________________________
 BN0485* NAD 83(1986)-  30 57 45.     (N)    099 40 36.     (W)     SCALED    
 BN0485* NAVD 88     -       628.255  (meters)    2061.20   (feet)  ADJUSTED  
 BN0485  ___________________________________________________________________
 BN0485  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 BN0485  DYNAMIC HT  -         627.382 (meters)    2058.34  (feet)  COMP
 BN0485  MODELED GRAV-     979,230.4   (mgal)                       NAVD 88
 BN0485
 BN0485  VERT ORDER  -  FIRST     CLASS II
 BN0485
 BN0485.The horizontal coordinates were scaled from a topographic map and have
 BN0485.an estimated accuracy of +/- 6 seconds.
 BN0485
 BN0485.The orthometric height was determined by differential leveling
 BN0485.and adjusted by the National Geodetic Survey in June 1991..
 BN0485
 BN0485.The geoid height was determined by GEOID03.
 BN0485
 BN0485.The dynamic height is computed by dividing the NAVD 88
 BN0485.geopotential number by the normal gravity value computed on the
 BN0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0485.degrees latitude (g = 980.6199 gals.).
 BN0485
 BN0485.The modeled gravity was interpolated from observed gravity values.
 BN0485
 BN0485;                    North         East    Units  Estimated Accuracy
 BN0485;SPC TX C     - 3,143,840.      762,730.      MT  (+/- 180 meters Scaled)
 BN0485
 BN0485                          SUPERSEDED SURVEY CONTROL
 BN0485
 BN0485.No superseded survey control is available for this station.
 BN0485
 BN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV353256(NAD 83)
 BN0485_MARKER: I = METAL ROD
 BN0485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0485_SP_SET: STAINLESS STEEL ROD
 BN0485_STAMPING: E 1448 1981
 BN0485_MARK LOGO: NGS   
 BN0485_PROJECTION: FLUSH
 BN0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0485_ROD/PIPE-DEPTH: 3.7  meters
 BN0485
 BN0485  HISTORY     - Date     Condition        Report By
 BN0485  HISTORY     - 1981     MONUMENTED       NGS
 BN0485  HISTORY     - 19951104 GOOD             USPSQD
 BN0485
 BN0485                          STATION DESCRIPTION
 BN0485
 BN0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0485'10.4 KM (6.45 MI) NE FROM MENARD.
 BN0485'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 BN0485'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, AT A FIELD
 BN0485'ENTRANCE, 18.0 METERS (59.1 FT) SOUTH OF THE CENTERLINE OF THE
 BN0485'HIGHWAY, 10.8 METERS (35.4 FT) WEST OF THE CENTER OF THE FIELD
 BN0485'ENTRANCE ROAD AND 0.3 METER (1.0 FT) NORTH OF A FENCE.  NOTE=ACCESS TO
 BN0485'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0485'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BN0485'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0485
 BN0485                          STATION RECOVERY (1995)
 BN0485
 BN0485'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0463 ***********************************************************************
 BN0463  DESIGNATION -  E 1449
 BN0463  PID         -  BN0463
 BN0463  STATE/COUNTY-  TX/MENARD
 BN0463  USGS QUAD   -  SPOON DRAW (1970)
 BN0463
 BN0463                         *CURRENT SURVEY CONTROL
 BN0463  ___________________________________________________________________
 BN0463* NAD 83(1986)-  30 45 27.     (N)    099 46 14.     (W)     SCALED    
 BN0463* NAVD 88     -       659.277  (meters)    2162.98   (feet)  ADJUSTED  
 BN0463  ___________________________________________________________________
 BN0463  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BN0463  DYNAMIC HT  -         658.344 (meters)    2159.92  (feet)  COMP
 BN0463  MODELED GRAV-     979,205.0   (mgal)                       NAVD 88
 BN0463
 BN0463  VERT ORDER  -  FIRST     CLASS II
 BN0463
 BN0463.The horizontal coordinates were scaled from a topographic map and have
 BN0463.an estimated accuracy of +/- 6 seconds.
 BN0463
 BN0463.The orthometric height was determined by differential leveling
 BN0463.and adjusted by the National Geodetic Survey in June 1991..
 BN0463
 BN0463.The geoid height was determined by GEOID03.
 BN0463
 BN0463.The dynamic height is computed by dividing the NAVD 88
 BN0463.geopotential number by the normal gravity value computed on the
 BN0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0463.degrees latitude (g = 980.6199 gals.).
 BN0463
 BN0463.The modeled gravity was interpolated from observed gravity values.
 BN0463
 BN0463;                    North         East    Units  Estimated Accuracy
 BN0463;SPC TX C     - 3,121,060.      753,880.      MT  (+/- 180 meters Scaled)
 BN0463
 BN0463                          SUPERSEDED SURVEY CONTROL
 BN0463
 BN0463.No superseded survey control is available for this station.
 BN0463
 BN0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV262029(NAD 83)
 BN0463_MARKER: DB = BENCH MARK DISK
 BN0463_SETTING: 66 = SET IN ROCK OUTCROP
 BN0463_SP_SET: ROCK OUTCROP
 BN0463_STAMPING: E 1449 1982
 BN0463_MARK LOGO: NGS   
 BN0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0463+STABILITY: POSITION/ELEVATION WELL
 BN0463
 BN0463  HISTORY     - Date     Condition        Report By
 BN0463  HISTORY     - 1982     MONUMENTED       NGS
 BN0463  HISTORY     - 1991     GOOD             USPSQD
 BN0463  HISTORY     - 19960806 GOOD             USPSQD
 BN0463
 BN0463                          STATION DESCRIPTION
 BN0463
 BN0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0463'21.1 KM (13.1 MI) SOUTH FROM MENARD.
 BN0463'21.1 KM (13.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0463'WITH U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, IN A 4 BY 15 FT
 BN0463'EXPOSED AREA OF OUTCROPPING BEDROCK, 68.0 METERS (223.1 FT) SOUTH OF
 BN0463'THE SOUTHEAST CORNER OF A MULTI-BOX CULVERT, 13.5 METERS (44.3 FT)
 BN0463'WEST-SOUTHWEST OF A UTILITY POLE AND 9.9 METERS (32.5 FT) EAST OF THE
 BN0463'CENTERLINE OF THE HIGHWAY.
 BN0463'THE MARK IS 5.4 METERS  W FROM  A WITNESS POST AND FENCE
 BN0463'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0463
 BN0463                          STATION RECOVERY (1991)
 BN0463
 BN0463'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0463'RECOVERED IN GOOD CONDITION.
 BN0463
 BN0463                          STATION RECOVERY (1996)
 BN0463
 BN0463'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1413 ***********************************************************************
 FL1413  DESIGNATION -  E 145
 FL1413  PID         -  FL1413
 FL1413  STATE/COUNTY-  TX/MOORE
 FL1413  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1413
 FL1413                         *CURRENT SURVEY CONTROL
 FL1413  ___________________________________________________________________
 FL1413* NAD 83(1986)-  35 51 25.     (N)    101 58 23.     (W)     SCALED    
 FL1413* NAVD 88     -      1116.096  (meters)    3661.72   (feet)  ADJUSTED  
 FL1413  ___________________________________________________________________
 FL1413  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1413  DYNAMIC HT  -        1114.801 (meters)    3657.48  (feet)  COMP
 FL1413  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 FL1413
 FL1413  VERT ORDER  -  SECOND    CLASS 0
 FL1413
 FL1413.The horizontal coordinates were scaled from a topographic map and have
 FL1413.an estimated accuracy of +/- 6 seconds.
 FL1413
 FL1413.The orthometric height was determined by differential leveling
 FL1413.and adjusted by the National Geodetic Survey in June 1991..
 FL1413
 FL1413.The geoid height was determined by GEOID03.
 FL1413
 FL1413.The dynamic height is computed by dividing the NAVD 88
 FL1413.geopotential number by the normal gravity value computed on the
 FL1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1413.degrees latitude (g = 980.6199 gals.).
 FL1413
 FL1413.The modeled gravity was interpolated from observed gravity values.
 FL1413
 FL1413;                    North         East    Units  Estimated Accuracy
 FL1413;SPC TX N     - 1,206,110.      157,270.      MT  (+/- 180 meters Scaled)
 FL1413
 FL1413                          SUPERSEDED SURVEY CONTROL
 FL1413
 FL1413  NGVD 29 (??/??/92) 1115.551  (m)         3659.94   (f) ADJ UNCH    2 0
 FL1413
 FL1413.Superseded values are not recommended for survey control.
 FL1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1413.See file dsdata.txt to determine how the superseded data were derived.
 FL1413
 FL1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE315721(NAD 83)
 FL1413_MARKER: DB = BENCH MARK DISK
 FL1413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1413_SP_SET: STEPS
 FL1413_STAMPING: E 145 1938
 FL1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1413+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FL1413
 FL1413  HISTORY     - Date     Condition        Report By
 FL1413  HISTORY     - 1938     MONUMENTED       CGS
 FL1413  HISTORY     - 1943     GOOD             NGS
 FL1413  HISTORY     - 19960309 GOOD             NGS
 FL1413  HISTORY     - 20020309 GOOD             NGS
 FL1413  HISTORY     - 20040805 GOOD             USPSQD
 FL1413
 FL1413                          STATION DESCRIPTION
 FL1413
 FL1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FL1413'IN DUMAS.
 FL1413'ALONG HIGHWAY NO. 9.  3 FT. WEST OF WEST FACE OF MOORE COUNTY COURT
 FL1413'HOUSE.  90 FT. EAST OF CENTER-LINE OF HIGHWAY NO. 9.  45 FT. SOUTH OF
 FL1413'NORTHWEST CORNER OF COURT HOUSE.  15 FT. NORTH OF CENTER-LINE OF
 FL1413'ENTRANCE TO COURT HOUSE.  SET HORIZONTALLY IN TOP OF NORTH WINGWALL OF
 FL1413'STEPS ON WEST SIDE OF CT. HSE.
 FL1413
 FL1413                          STATION RECOVERY (1943)
 FL1413
 FL1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL1413'RECOVERED IN GOOD CONDITION.
 FL1413
 FL1413                          STATION RECOVERY (1996)
 FL1413
 FL1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 FL1413'HWY 9 IS NOW US 87 AND US 287.  THIS IS GRAVITY BASE STATION 'DUMAS
 FL1413'B', DOD 4676-1, IGB 11951B.  ONLY AN EPOXY RING REMAINS OF THE USAF
 FL1413'GRAVITY DISK.  COURTHOUSE IS ON EAST SIDE OF US 87/287 AND BETWEEN
 FL1413'EAST 7TH ST. AND EAST 8TH ST.
 FL1413
 FL1413                          STATION RECOVERY (2002)
 FL1413
 FL1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 FL1413'RECOVERED IN GOOD CONDITION.
 FL1413
 FL1413                          STATION RECOVERY (2004)
 FL1413
 FL1413'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0886 ***********************************************************************
 CA0886  DESIGNATION -  E 1450
 CA0886  PID         -  CA0886
 CA0886  STATE/COUNTY-  TX/COLEMAN
 CA0886  USGS QUAD   -  NOVICE EAST (1987)
 CA0886
 CA0886                         *CURRENT SURVEY CONTROL
 CA0886  ___________________________________________________________________
 CA0886* NAD 83(1986)-  31 56 38.     (N)    099 31 39.     (W)     SCALED    
 CA0886* NAVD 88     -       603.330  (meters)    1979.43   (feet)  ADJUSTED  
 CA0886  ___________________________________________________________________
 CA0886  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CA0886  DYNAMIC HT  -         602.533 (meters)    1976.81  (feet)  COMP
 CA0886  MODELED GRAV-     979,298.9   (mgal)                       NAVD 88
 CA0886
 CA0886  VERT ORDER  -  FIRST     CLASS II
 CA0886
 CA0886.The horizontal coordinates were scaled from a topographic map and have
 CA0886.an estimated accuracy of +/- 6 seconds.
 CA0886
 CA0886.The orthometric height was determined by differential leveling
 CA0886.and adjusted by the National Geodetic Survey in June 1991..
 CA0886
 CA0886.The geoid height was determined by GEOID03.
 CA0886
 CA0886.The dynamic height is computed by dividing the NAVD 88
 CA0886.geopotential number by the normal gravity value computed on the
 CA0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0886.degrees latitude (g = 980.6199 gals.).
 CA0886
 CA0886.The modeled gravity was interpolated from observed gravity values.
 CA0886
 CA0886;                    North         East    Units  Estimated Accuracy
 CA0886;SPC TX C     - 3,252,730.      776,190.      MT  (+/- 180 meters Scaled)
 CA0886
 CA0886                          SUPERSEDED SURVEY CONTROL
 CA0886
 CA0886.No superseded survey control is available for this station.
 CA0886
 CA0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA501343(NAD 83)
 CA0886_MARKER: I = METAL ROD
 CA0886_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0886+WITH SETTING: INFORMATION.
 CA0886_SP_SET: SHALLOW SET METAL ROD
 CA0886_STAMPING: E 1450 1982
 CA0886_MARK LOGO: NGS   
 CA0886_PROJECTION: FLUSH
 CA0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0886+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0886_ROD/PIPE-DEPTH: 1.2  meters
 CA0886
 CA0886  HISTORY     - Date     Condition        Report By
 CA0886  HISTORY     - 1982     MONUMENTED       NGS
 CA0886  HISTORY     - 20060320 GOOD             USPSQD
 CA0886
 CA0886                          STATION DESCRIPTION
 CA0886
 CA0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0886'14.2 KM (8.8 MI) NW FROM COLEMAN.
 CA0886'14.2 KM (8.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CA0886'WITH U.S. HIGHWAY 283 AT THE NORTH EDGE OF COLEMAN, 22.9 METERS (75.1
 CA0886'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 20.9 METERS (68.6
 CA0886'FT) SOUTH-SOUTHWEST OF THE CENTER OF A DRIVEWAY.  NOTE=REFUSAL WAS
 CA0886'REACHED AT 4.0 FT. ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CA0886'CAP.
 CA0886'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0886'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 CA0886
 CA0886                          STATION RECOVERY (2006)
 CA0886
 CA0886'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0886'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
 CA0886' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0836 ***********************************************************************
 CT0836  DESIGNATION -  E 1451
 CT0836  PID         -  CT0836
 CT0836  STATE/COUNTY-  TX/TAYLOR
 CT0836  USGS QUAD   -  BUFFALO GAP (1984)
 CT0836
 CT0836                         *CURRENT SURVEY CONTROL
 CT0836  ___________________________________________________________________
 CT0836* NAD 83(1986)-  32 18 40.     (N)    099 45 21.     (W)     SCALED    
 CT0836* NAVD 88     -       565.636  (meters)    1855.76   (feet)  ADJUSTED  
 CT0836  ___________________________________________________________________
 CT0836  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CT0836  DYNAMIC HT  -         564.896 (meters)    1853.33  (feet)  COMP
 CT0836  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 CT0836
 CT0836  VERT ORDER  -  FIRST     CLASS II
 CT0836
 CT0836.The horizontal coordinates were scaled from a topographic map and have
 CT0836.an estimated accuracy of +/- 6 seconds.
 CT0836
 CT0836.The orthometric height was determined by differential leveling
 CT0836.and adjusted by the National Geodetic Survey in June 1991..
 CT0836
 CT0836.The geoid height was determined by GEOID03.
 CT0836
 CT0836.The dynamic height is computed by dividing the NAVD 88
 CT0836.geopotential number by the normal gravity value computed on the
 CT0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0836.degrees latitude (g = 980.6199 gals.).
 CT0836
 CT0836.The modeled gravity was interpolated from observed gravity values.
 CT0836
 CT0836;                    North         East    Units  Estimated Accuracy
 CT0836;SPC TXNC     - 2,072,170.      481,740.      MT  (+/- 180 meters Scaled)
 CT0836
 CT0836                          SUPERSEDED SURVEY CONTROL
 CT0836
 CT0836.No superseded survey control is available for this station.
 CT0836
 CT0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA288751(NAD 83)
 CT0836_MARKER: I = METAL ROD
 CT0836_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0836_SP_SET: STAINLESS STEEL ROD
 CT0836_STAMPING: E 1451 1982
 CT0836_MARK LOGO: NGS   
 CT0836_PROJECTION: FLUSH
 CT0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0836_ROD/PIPE-DEPTH: 3.7  meters
 CT0836
 CT0836  HISTORY     - Date     Condition        Report By
 CT0836  HISTORY     - 1982     MONUMENTED       NGS
 CT0836  HISTORY     - 19940618 GOOD             USPSQD
 CT0836
 CT0836                          STATION DESCRIPTION
 CT0836
 CT0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0836'16.7 KM (10.35 MI) SOUT FROM ABILENE.
 CT0836'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0836'STATION IN ABILENE, THENCE 5.3 KM (3.3 MI) SOUTHERLY ALONG THE
 CT0836'SOUTHERN PACIFIC RAILROAD, THENCE 10.4 KM (6.45 MI) SOUTHERLY ALONG
 CT0836'U.S. HIGHWAYS 83 AND 84, 0.3 KM (0.2 MI) NORTHEAST OF A GRAVELED ROAD
 CT0836'LEADING WEST, 20.9 METERS (68.6 FT) WEST-NORTHWEST OF THE CENTERLINE
 CT0836'OF THE SOUTH BOUND LANES OF THE HIGHWAY AND 2.9 METERS (9.5 FT)
 CT0836'SOUTH-SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CT0836'THROUGH A 5-INCH LOGO CAP.
 CT0836'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST AND FENCE
 CT0836'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0836
 CT0836                          STATION RECOVERY (1994)
 CT0836
 CT0836'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0673 ***********************************************************************
 CC0673  DESIGNATION -  E 1452
 CC0673  PID         -  CC0673
 CC0673  STATE/COUNTY-  TX/MIDLAND
 CC0673  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0673
 CC0673                         *CURRENT SURVEY CONTROL
 CC0673  ___________________________________________________________________
 CC0673* NAD 83(1986)-  31 59 19.     (N)    102 05 16.     (W)     SCALED    
 CC0673* NAVD 88     -       854.906  (meters)    2804.80   (feet)  ADJUSTED  
 CC0673  ___________________________________________________________________
 CC0673  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CC0673  DYNAMIC HT  -         853.705 (meters)    2800.86  (feet)  COMP
 CC0673  MODELED GRAV-     979,206.2   (mgal)                       NAVD 88
 CC0673
 CC0673  VERT ORDER  -  FIRST     CLASS II
 CC0673
 CC0673.The horizontal coordinates were scaled from a topographic map and have
 CC0673.an estimated accuracy of +/- 6 seconds.
 CC0673
 CC0673.The orthometric height was determined by differential leveling
 CC0673.and adjusted by the National Geodetic Survey in June 1991..
 CC0673
 CC0673.The geoid height was determined by GEOID03.
 CC0673
 CC0673.The dynamic height is computed by dividing the NAVD 88
 CC0673.geopotential number by the normal gravity value computed on the
 CC0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0673.degrees latitude (g = 980.6199 gals.).
 CC0673
 CC0673.The modeled gravity was interpolated from observed gravity values.
 CC0673
 CC0673;                    North         East    Units  Estimated Accuracy
 CC0673;SPC TX C     - 3,258,720.      534,200.      MT  (+/- 180 meters Scaled)
 CC0673
 CC0673                          SUPERSEDED SURVEY CONTROL
 CC0673
 CC0673.No superseded survey control is available for this station.
 CC0673
 CC0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR751428(NAD 83)
 CC0673_MARKER: I = METAL ROD
 CC0673_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0673+WITH SETTING: INFORMATION.
 CC0673_SP_SET: SHALLOW SET METAL ROD
 CC0673_STAMPING: E 1452 1982
 CC0673_MARK LOGO: NGS   
 CC0673_PROJECTION: FLUSH
 CC0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0673_ROD/PIPE-DEPTH: 0.9  meters
 CC0673
 CC0673  HISTORY     - Date     Condition        Report By
 CC0673  HISTORY     - 1982     MONUMENTED       NGS
 CC0673
 CC0673                          STATION DESCRIPTION
 CC0673
 CC0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0673'1.7 KM (1.05 MI) SW FROM MIDLAND.
 CC0673'1.7 KM (1.05 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0673'FROM THE POST OFFICE IN MIDLAND, 47.4 METERS (155.5 FT) NORTHEAST OF A
 CC0673'RAILROAD JUNCTION BOX, 17.0 METERS (55.8 FT) NORTHWEST OF THE
 CC0673'CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 80, 10.8 METERS
 CC0673'(35.4 FT) NORTHWEST OF THE NEAR RAIL, 5.7 METERS (18.7 FT)
 CC0673'EAST-SOUTHEAST OF A UTILITY POLE AND 1.4 METERS (4.6 FT) NORTHEAST OF
 CC0673'A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE
 CC0673'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0673'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CC0673'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0802 ***********************************************************************
 CU0802  DESIGNATION -  E 1453
 CU0802  PID         -  CU0802
 CU0802  STATE/COUNTY-  TX/HOWARD
 CU0802  USGS QUAD   -  ELBOW (1978)
 CU0802
 CU0802                         *CURRENT SURVEY CONTROL
 CU0802  ___________________________________________________________________
 CU0802* NAD 83(1986)-  32 13 50.     (N)    101 32 02.     (W)     SCALED    
 CU0802* NAVD 88     -       758.140  (meters)    2487.33   (feet)  ADJUSTED  
 CU0802  ___________________________________________________________________
 CU0802  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CU0802  DYNAMIC HT  -         757.097 (meters)    2483.91  (feet)  COMP
 CU0802  MODELED GRAV-     979,238.0   (mgal)                       NAVD 88
 CU0802
 CU0802  VERT ORDER  -  FIRST     CLASS II
 CU0802
 CU0802.The horizontal coordinates were scaled from a topographic map and have
 CU0802.an estimated accuracy of +/- 6 seconds.
 CU0802
 CU0802.The orthometric height was determined by differential leveling
 CU0802.and adjusted by the National Geodetic Survey in June 1991..
 CU0802
 CU0802.The geoid height was determined by GEOID03.
 CU0802
 CU0802.The dynamic height is computed by dividing the NAVD 88
 CU0802.geopotential number by the normal gravity value computed on the
 CU0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0802.degrees latitude (g = 980.6199 gals.).
 CU0802
 CU0802.The modeled gravity was interpolated from observed gravity values.
 CU0802
 CU0802;                    North         East    Units  Estimated Accuracy
 CU0802;SPC TXNC     - 2,066,660.      314,090.      MT  (+/- 180 meters Scaled)
 CU0802
 CU0802                          SUPERSEDED SURVEY CONTROL
 CU0802
 CU0802.No superseded survey control is available for this station.
 CU0802
 CU0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA612688(NAD 83)
 CU0802_MARKER: DB = BENCH MARK DISK
 CU0802_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0802_SP_SET: PIER
 CU0802_STAMPING: E 1453 1982
 CU0802_MARK LOGO: NGS   
 CU0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0802+STABILITY: POSITION/ELEVATION WELL
 CU0802
 CU0802  HISTORY     - Date     Condition        Report By
 CU0802  HISTORY     - 1982     MONUMENTED       NGS
 CU0802
 CU0802                          STATION DESCRIPTION
 CU0802
 CU0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0802'5.8 KM (3.6 MI) SW FROM BIG SPRING.
 CU0802'5.8 KM (3.6 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0802'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, SET VERTICALLY IN THE
 CU0802'NORTHEAST FACE OF THE MOST SOUTHEASTERLY 1 OF 4 PIERS OF THE EAST
 CU0802'BOUND LANES OF THE HIGHWAY OVERPASS AND 6.9 METERS (22.6 FT) SOUTHWEST
 CU0802'OF THE CENTER OF A PAVED ROAD.
 CU0802'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0435 ***********************************************************************
 BN0435  CBN         -  This is a Cooperative Base Network Control Station.
 BN0435  DESIGNATION -  E 1454
 BN0435  PID         -  BN0435
 BN0435  STATE/COUNTY-  TX/KIMBLE
 BN0435  USGS QUAD   -  JUNCTION (1974)
 BN0435
 BN0435                         *CURRENT SURVEY CONTROL
 BN0435  ___________________________________________________________________
 BN0435* NAD 83(1993)-  30 26 20.85880(N)    099 49 55.94799(W)     ADJUSTED  
 BN0435* NAVD 88     -       539.842  (meters)    1771.13   (feet)  ADJUSTED  
 BN0435  ___________________________________________________________________
 BN0435  X           -    -939,916.207 (meters)                     COMP
 BN0435  Y           -  -5,423,356.350 (meters)                     COMP
 BN0435  Z           -   3,212,700.451 (meters)                     COMP
 BN0435  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BN0435  ELLIP HEIGHT-         517.75  (meters)          (10/24/00) GPS OBS
 BN0435  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 BN0435  DYNAMIC HT  -         539.076 (meters)    1768.62  (feet)  COMP
 BN0435  MODELED GRAV-     979,206.4   (mgal)                       NAVD 88
 BN0435
 BN0435  HORZ ORDER  -  B
 BN0435  VERT ORDER  -  FIRST     CLASS II
 BN0435  ELLP ORDER  -  FOURTH    CLASS II
 BN0435
 BN0435.The horizontal coordinates were established by GPS observations
 BN0435.and adjusted by the National Geodetic Survey in May 1994..
 BN0435
 BN0435.The orthometric height was determined by differential leveling
 BN0435.and adjusted by the National Geodetic Survey in June 1991..
 BN0435
 BN0435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0435
 BN0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0435
 BN0435.The ellipsoidal height was determined by GPS observations
 BN0435.and is referenced to NAD 83.
 BN0435
 BN0435.The geoid height was determined by GEOID03.
 BN0435
 BN0435.The dynamic height is computed by dividing the NAVD 88
 BN0435.geopotential number by the normal gravity value computed on the
 BN0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0435.degrees latitude (g = 980.6199 gals.).
 BN0435
 BN0435.The modeled gravity was interpolated from observed gravity values.
 BN0435
 BN0435;                    North         East     Units Scale Factor Converg.
 BN0435;SPC TX C     - 3,085,740.427   748,133.892   MT  0.99992956   +0 15 29.2
 BN0435;SPC TX C     -10,123,800.05  2,454,502.61   sFT  0.99992956   +0 15 29.2
 BN0435;UTM  14      - 3,367,739.886   420,089.842   MT  0.99967878   -0 25 17.9
 BN0435
 BN0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0435!SPC TX C     -   0.99991870  x   0.99992956  =   0.99984826
 BN0435!UTM  14      -   0.99991870  x   0.99967878  =   0.99959750
 BN0435
 BN0435                          SUPERSEDED SURVEY CONTROL
 BN0435
 BN0435  ELLIP H (05/09/94)  517.84   (m)                       GP(       ) 4 2
 BN0435  NAVD 88 (05/09/94)  539.84   (m)         1771.1    (f) LEVELING    3  
 BN0435
 BN0435.Superseded values are not recommended for survey control.
 BN0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0435.See file dsdata.txt to determine how the superseded data were derived.
 BN0435
 BN0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2009067740(NAD 83)
 BN0435_MARKER: I = METAL ROD
 BN0435_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BN0435_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BN0435_STAMPING: E 1454 1982
 BN0435_MARK LOGO: NGS   
 BN0435_PROJECTION: FLUSH
 BN0435_MAGNETIC: I = MARKER IS A STEEL ROD
 BN0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0435+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1993
 BN0435_ROD/PIPE-DEPTH: 6.1  meters
 BN0435
 BN0435  HISTORY     - Date     Condition        Report By
 BN0435  HISTORY     - 1982     MONUMENTED       NGS
 BN0435  HISTORY     - 19930222 GOOD             NGS
 BN0435  HISTORY     - 19970806 GOOD             TXDOT
 BN0435  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 BN0435
 BN0435                          STATION DESCRIPTION
 BN0435
 BN0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0435'9.0 KM (5.6 MI) SW FROM JUNCTION.
 BN0435'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0435'9.0 KM (5.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS JUNCTION
 BN0435'WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT A POWERLINE CROSSING,
 BN0435'23.0 METERS (75.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 3.5
 BN0435'METERS (11.5 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE AND 1.5
 BN0435'METERS (4.9 FT) NORTH OF A T-FENCE CORNER.  NOTE=ACCESS TO THE DATUM
 BN0435'POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0435'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 BN0435
 BN0435                          STATION RECOVERY (1993)
 BN0435
 BN0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BN0435'STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTHWEST OF JUNCTION, 2 KM
 BN0435'(1.25 MI) SOUTHWEST OF THE ENTRANCE TO THE SOUTH LLANO RIVER STATE
 BN0435'PARK, ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY 377, AT A PAVED DRIVE
 BN0435'LEADING NORTHWEST TO A RESIDENCE.  OWNERSHIP--TEXAS DEPARTMENT OF
 BN0435'TRANSPORTATION.
 BN0435'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 10,
 BN0435'U.S. HIGHWAYS 83, 377, AND STATE LOOP 481 (EXIT 456) AT JUNCTION, GO
 BN0435'SOUTHERLY ON HIGHWAYS 377 AND LOOP 481 FOR 1.04 KM (0.65 MI) TO A
 BN0435'HIGHWAY DEPARTMENT OFFICE ON THE LEFT.  CONTINUE AHEAD FOR 1.57 KM
 BN0435'(0.95 MI) TO A CROSSORAD.  TURN RIGHT, SOUTHWEST, ON HIGHWAY 377 FOR
 BN0435'7.11 KM (4.40 MI) TO THE STATE PARK ENTRANCE ON THE LEFT.  CONTINUE
 BN0435'AHEAD FOR 2.00 KM (1.25 MI) TO THE PAVED DRIVE AND STATION ON THE
 BN0435'RIGHT.
 BN0435'STATION MARK IS A STAINLESS STEEL ROD ENCASED IN A PVC PIPE WITH LOGO
 BN0435'CAP SURROUNDED BY CONCRETE RECESSED 10 CM BELOW GROUND.  IT IS 22.8 M
 BN0435'(74.8 FT) WEST OF AND LEVEL WITH THE HIGHWAY CENTER, 3.8 M (12.5 FT)
 BN0435'NORTH OF THE PAVED DRIVE CENTER, 6.4 M (21.0 FT) EAST OF THE NORTH
 BN0435'GATEPOST AT DRIVE AND AT UTILITY LINE CROSSING THE HIGHWAY.
 BN0435
 BN0435                          STATION RECOVERY (1997)
 BN0435
 BN0435'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 BN0435'ADD -ACCESS COVER IS RECESSED ABOUT 3 CM BELOW GROUND-.
 BN0435
 BN0435                          STATION RECOVERY (1998)
 BN0435
 BN0435'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0816 ***********************************************************************
 CA0816  DESIGNATION -  E 1455
 CA0816  PID         -  CA0816
 CA0816  STATE/COUNTY-  TX/MCCULLOCH
 CA0816  USGS QUAD   -  PLACID (1979)
 CA0816
 CA0816                         *CURRENT SURVEY CONTROL
 CA0816  ___________________________________________________________________
 CA0816* NAD 83(1986)-  31 17 59.     (N)    099 14 11.     (W)     SCALED    
 CA0816* NAVD 88     -       533.202  (meters)    1749.35   (feet)  ADJUSTED  
 CA0816  ___________________________________________________________________
 CA0816  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CA0816  DYNAMIC HT  -         532.483 (meters)    1746.99  (feet)  COMP
 CA0816  MODELED GRAV-     979,275.2   (mgal)                       NAVD 88
 CA0816
 CA0816  VERT ORDER  -  FIRST     CLASS II
 CA0816
 CA0816.The horizontal coordinates were scaled from a topographic map and have
 CA0816.an estimated accuracy of +/- 6 seconds.
 CA0816
 CA0816.The orthometric height was determined by differential leveling
 CA0816.and adjusted by the National Geodetic Survey in June 1991..
 CA0816
 CA0816.The geoid height was determined by GEOID03.
 CA0816
 CA0816.The dynamic height is computed by dividing the NAVD 88
 CA0816.geopotential number by the normal gravity value computed on the
 CA0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0816.degrees latitude (g = 980.6199 gals.).
 CA0816
 CA0816.The modeled gravity was interpolated from observed gravity values.
 CA0816
 CA0816;                    North         East    Units  Estimated Accuracy
 CA0816;SPC TX C     - 3,181,550.      804,420.      MT  (+/- 180 meters Scaled)
 CA0816
 CA0816                          SUPERSEDED SURVEY CONTROL
 CA0816
 CA0816.No superseded survey control is available for this station.
 CA0816
 CA0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV775628(NAD 83)
 CA0816_MARKER: I = METAL ROD
 CA0816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0816_SP_SET: STAINLESS STEEL ROD
 CA0816_STAMPING: E 1455 1982
 CA0816_MARK LOGO: NGS   
 CA0816_PROJECTION: FLUSH
 CA0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0816+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0816_ROD/PIPE-DEPTH: 4.0  meters
 CA0816
 CA0816  HISTORY     - Date     Condition        Report By
 CA0816  HISTORY     - 1982     MONUMENTED       NGS
 CA0816  HISTORY     - 19950826 GOOD             USPSQD
 CA0816  HISTORY     - 20060319 GOOD             USPSQD
 CA0816
 CA0816                          STATION DESCRIPTION
 CA0816
 CA0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0816'20.8 KM (12.9 MI) NE FROM BRADY.
 CA0816'20.8 KM (12.9 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0816'COURTHOUSE IN BRADY, 36.0 METERS (118.1 FT) SOUTHWEST OF A UTILITY
 CA0816'POLE, 14.5 METERS (47.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 CA0816'HIGHWAY, 5.1 METERS (16.7 FT) SOUTHWEST OF THE CENTER OF A FIELD
 CA0816'ENTRANCE AND 2.6 METERS (8.5 FT) SOUTHWEST OF A T-FENCE CORNER.
 CA0816'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0816'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CA0816'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0816
 CA0816                          STATION RECOVERY (1995)
 CA0816
 CA0816'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0816'RECOVERED IN GOOD CONDITION.
 CA0816
 CA0816                          STATION RECOVERY (2006)
 CA0816
 CA0816'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0816'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0842 ***********************************************************************
 CA0842  DESIGNATION -  E 1456
 CA0842  PID         -  CA0842
 CA0842  STATE/COUNTY-  TX/BROWN
 CA0842  USGS QUAD   -  BROOKESMITH (1978)
 CA0842
 CA0842                         *CURRENT SURVEY CONTROL
 CA0842  ___________________________________________________________________
 CA0842* NAD 83(1986)-  31 35 31.     (N)    099 03 08.     (W)     SCALED    
 CA0842* NAVD 88     -       448.046  (meters)    1469.96   (feet)  ADJUSTED  
 CA0842  ___________________________________________________________________
 CA0842  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CA0842  DYNAMIC HT  -         447.455 (meters)    1468.03  (feet)  COMP
 CA0842  MODELED GRAV-     979,308.7   (mgal)                       NAVD 88
 CA0842
 CA0842  VERT ORDER  -  FIRST     CLASS II
 CA0842
 CA0842.The horizontal coordinates were scaled from a topographic map and have
 CA0842.an estimated accuracy of +/- 6 seconds.
 CA0842
 CA0842.The orthometric height was determined by differential leveling
 CA0842.and adjusted by the National Geodetic Survey in June 1991..
 CA0842
 CA0842.The geoid height was determined by GEOID03.
 CA0842
 CA0842.The dynamic height is computed by dividing the NAVD 88
 CA0842.geopotential number by the normal gravity value computed on the
 CA0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0842.degrees latitude (g = 980.6199 gals.).
 CA0842
 CA0842.The modeled gravity was interpolated from observed gravity values.
 CA0842
 CA0842;                    North         East    Units  Estimated Accuracy
 CA0842;SPC TX C     - 3,214,130.      821,580.      MT  (+/- 180 meters Scaled)
 CA0842
 CA0842                          SUPERSEDED SURVEY CONTROL
 CA0842
 CA0842.No superseded survey control is available for this station.
 CA0842
 CA0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV950952(NAD 83)
 CA0842_MARKER: DB = BENCH MARK DISK
 CA0842_SETTING: 66 = SET IN ROCK OUTCROP
 CA0842_SP_SET: ROCK OUTCROP
 CA0842_STAMPING: E 1456 1982
 CA0842_MARK LOGO: NGS   
 CA0842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0842+STABILITY: POSITION/ELEVATION WELL
 CA0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0842+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0842
 CA0842  HISTORY     - Date     Condition        Report By
 CA0842  HISTORY     - 1982     MONUMENTED       NGS
 CA0842  HISTORY     - 20060319 GOOD             USPSQD
 CA0842
 CA0842                          STATION DESCRIPTION
 CA0842
 CA0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0842'17.0 KM (10.55 MI) SW FROM BROWNWOOD.
 CA0842'17.0 KM (10.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0842'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, IN THE CENTER OF A
 CA0842'3 BY 12 FT EXPOSED AREA OF BEDROCK AT A HIGHWAY CUT, 81.4 METERS
 CA0842'(267.1 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD AND 13.8
 CA0842'METERS (45.3 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CA0842'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CA0842'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0842
 CA0842                          STATION RECOVERY (2006)
 CA0842
 CA0842'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0842'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0865 ***********************************************************************
 CA0865  DESIGNATION -  E 1457
 CA0865  PID         -  CA0865
 CA0865  STATE/COUNTY-  TX/COLEMAN
 CA0865  USGS QUAD   -  SANTA ANNA (1987)
 CA0865
 CA0865                         *CURRENT SURVEY CONTROL
 CA0865  ___________________________________________________________________
 CA0865* NAD 83(1986)-  31 44 03.     (N)    099 16 02.     (W)     SCALED    
 CA0865* NAVD 88     -       482.452  (meters)    1582.84   (feet)  ADJUSTED  
 CA0865  ___________________________________________________________________
 CA0865  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CA0865  DYNAMIC HT  -         481.819 (meters)    1580.77  (feet)  COMP
 CA0865  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 CA0865
 CA0865  VERT ORDER  -  FIRST     CLASS II
 CA0865
 CA0865.The horizontal coordinates were scaled from a topographic map and have
 CA0865.an estimated accuracy of +/- 6 seconds.
 CA0865
 CA0865.The orthometric height was determined by differential leveling
 CA0865.and adjusted by the National Geodetic Survey in June 1991..
 CA0865
 CA0865.The geoid height was determined by GEOID03.
 CA0865
 CA0865.The dynamic height is computed by dividing the NAVD 88
 CA0865.geopotential number by the normal gravity value computed on the
 CA0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0865.degrees latitude (g = 980.6199 gals.).
 CA0865
 CA0865.The modeled gravity was interpolated from observed gravity values.
 CA0865
 CA0865;                    North         East    Units  Estimated Accuracy
 CA0865;SPC TX C     - 3,229,690.      801,030.      MT  (+/- 180 meters Scaled)
 CA0865
 CA0865                          SUPERSEDED SURVEY CONTROL
 CA0865
 CA0865.No superseded survey control is available for this station.
 CA0865
 CA0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA746110(NAD 83)
 CA0865_MARKER: I = METAL ROD
 CA0865_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0865+WITH SETTING: INFORMATION.
 CA0865_SP_SET: SHALLOW SET METAL ROD
 CA0865_STAMPING: E 1457 1982
 CA0865_MARK LOGO: NGS   
 CA0865_PROJECTION: FLUSH
 CA0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0865+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0865_ROD/PIPE-DEPTH: 1.8  meters
 CA0865
 CA0865  HISTORY     - Date     Condition        Report By
 CA0865  HISTORY     - 1982     MONUMENTED       NGS
 CA0865  HISTORY     - 20060320 GOOD             USPSQD
 CA0865
 CA0865                          STATION DESCRIPTION
 CA0865
 CA0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0865'22.2 KM (13.8 MI) SE FROM COLEMAN.
 CA0865'22.2 KM (13.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM
 CA0865'ITS JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, 78.6
 CA0865'METERS (257.9 FT) WEST OF THE SOUTHWEST END OF A MULTI-BOX CULVERT,
 CA0865'42.7 METERS (140.1 FT) EAST OF THE CENTER OF THE EAST DRIVE TO AN OIL
 CA0865'TANK FARM, 21.6 METERS (70.9 FT) SOUTH OF THE CENTERLINE OF THE
 CA0865'HIGHWAY AND 2.2 METERS (7.2 FT) EAST OF A UTILITY POLE.  NOTE=REFUSAL
 CA0865'WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0865'LOGO CAP.
 CA0865'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CA0865'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0865
 CA0865                          STATION RECOVERY (2006)
 CA0865
 CA0865'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0865'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0726 ***********************************************************************
 CU0726  DESIGNATION -  E 1458
 CU0726  PID         -  CU0726
 CU0726  STATE/COUNTY-  TX/TAYLOR
 CU0726  USGS QUAD   -  MERKEL WEST (1984)
 CU0726
 CU0726                         *CURRENT SURVEY CONTROL
 CU0726  ___________________________________________________________________
 CU0726* NAD 83(1986)-  32 28 28.     (N)    100 02 44.     (W)     SCALED    
 CU0726* NAVD 88     -       569.484  (meters)    1868.38   (feet)  ADJUSTED  
 CU0726  ___________________________________________________________________
 CU0726  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CU0726  DYNAMIC HT  -         568.743 (meters)    1865.95  (feet)  COMP
 CU0726  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 CU0726
 CU0726  VERT ORDER  -  FIRST     CLASS II
 CU0726
 CU0726.The horizontal coordinates were scaled from a topographic map and have
 CU0726.an estimated accuracy of +/- 6 seconds.
 CU0726
 CU0726.The orthometric height was determined by differential leveling
 CU0726.and adjusted by the National Geodetic Survey in June 1991..
 CU0726
 CU0726.The geoid height was determined by GEOID03.
 CU0726
 CU0726.The dynamic height is computed by dividing the NAVD 88
 CU0726.geopotential number by the normal gravity value computed on the
 CU0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0726.degrees latitude (g = 980.6199 gals.).
 CU0726
 CU0726.The modeled gravity was interpolated from observed gravity values.
 CU0726
 CU0726;                    North         East    Units  Estimated Accuracy
 CU0726;SPC TXNC     - 2,090,640.      454,730.      MT  (+/- 180 meters Scaled)
 CU0726
 CU0726                          SUPERSEDED SURVEY CONTROL
 CU0726
 CU0726.No superseded survey control is available for this station.
 CU0726
 CU0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA017935(NAD 83)
 CU0726_MARKER: I = METAL ROD
 CU0726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0726_SP_SET: STAINLESS STEEL ROD
 CU0726_STAMPING: E 1458 1982
 CU0726_MARK LOGO: NGS   
 CU0726_PROJECTION: FLUSH
 CU0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0726_ROD/PIPE-DEPTH: 5.2  meters
 CU0726
 CU0726  HISTORY     - Date     Condition        Report By
 CU0726  HISTORY     - 1982     MONUMENTED       NGS
 CU0726  HISTORY     - 19940804 GOOD             USPSQD
 CU0726  HISTORY     - 20011013 GOOD             USPSQD
 CU0726
 CU0726                          STATION DESCRIPTION
 CU0726
 CU0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0726'25.3 KM (15.7 MI) WEST FROM ABILENE.
 CU0726'25.3 KM (15.7 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CU0726'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CU0726'ABILENE, 0.2 KM (0.1 MI) EAST OF MILEPOST 425, 15.5 METERS (50.9 FT)
 CU0726'SOUTH-SOUTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD OF INTERSTATE
 CU0726'HIGHWAY 20, 8.1 METERS (26.6 FT) NORTH-NORTHEAST OF THE NEAR RAIL AND
 CU0726'2.5 METERS (8.2 FT) WEST-NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO
 CU0726'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0726'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 CU0726'THE MARK IS 2.0 M BELOW THE TRACKS.
 CU0726
 CU0726                          STATION RECOVERY (1994)
 CU0726
 CU0726'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0726'RECOVERED IN GOOD CONDITION.
 CU0726
 CU0726                          STATION RECOVERY (2001)
 CU0726
 CU0726'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0756 ***********************************************************************
 CU0756  DESIGNATION -  E 1459
 CU0756  PID         -  CU0756
 CU0756  STATE/COUNTY-  TX/NOLAN
 CU0756  USGS QUAD   -  ROSCOE (1987)
 CU0756
 CU0756                         *CURRENT SURVEY CONTROL
 CU0756  ___________________________________________________________________
 CU0756* NAD 83(1986)-  32 26 20.     (N)    100 35 20.     (W)     SCALED    
 CU0756* NAVD 88     -       726.406  (meters)    2383.22   (feet)  ADJUSTED  
 CU0756  ___________________________________________________________________
 CU0756  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CU0756  DYNAMIC HT  -         725.428 (meters)    2380.01  (feet)  COMP
 CU0756  MODELED GRAV-     979,269.1   (mgal)                       NAVD 88
 CU0756
 CU0756  VERT ORDER  -  FIRST     CLASS II
 CU0756
 CU0756.The horizontal coordinates were scaled from a topographic map and have
 CU0756.an estimated accuracy of +/- 6 seconds.
 CU0756
 CU0756.The orthometric height was determined by differential leveling
 CU0756.and adjusted by the National Geodetic Survey in June 1991..
 CU0756
 CU0756.The geoid height was determined by GEOID03.
 CU0756
 CU0756.The dynamic height is computed by dividing the NAVD 88
 CU0756.geopotential number by the normal gravity value computed on the
 CU0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0756.degrees latitude (g = 980.6199 gals.).
 CU0756
 CU0756.The modeled gravity was interpolated from observed gravity values.
 CU0756
 CU0756;                    North         East    Units  Estimated Accuracy
 CU0756;SPC TXNC     - 2,087,590.      403,590.      MT  (+/- 180 meters Scaled)
 CU0756
 CU0756                          SUPERSEDED SURVEY CONTROL
 CU0756
 CU0756.No superseded survey control is available for this station.
 CU0756
 CU0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA506901(NAD 83)
 CU0756_MARKER: I = METAL ROD
 CU0756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0756_SP_SET: STAINLESS STEEL ROD
 CU0756_STAMPING: E 1459 1982
 CU0756_MARK LOGO: NGS   
 CU0756_PROJECTION: FLUSH
 CU0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0756_ROD/PIPE-DEPTH: 4.3  meters
 CU0756
 CU0756  HISTORY     - Date     Condition        Report By
 CU0756  HISTORY     - 1982     MONUMENTED       NGS
 CU0756
 CU0756                          STATION DESCRIPTION
 CU0756
 CU0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0756'4.9 KM (3.05 MI) SW FROM ROSCOE.
 CU0756'4.9 KM (3.05 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0756'FROM ITS JUNCTION WITH U. S. HIGHWAY 84 IN ROSCOE, 0.2 KM (0.1 MI)
 CU0756'EAST OF MILEPOST 459, 0.2 KM (0.1 MI) WEST OF RAILROAD SIGNAL NUMBER
 CU0756'4588, 31.4 METERS (103.0 FT) SOUTHEAST OF THE NEAR RAIL, 9.0 METERS
 CU0756'(29.5 FT) SOUTHEAST OF THE CENTER A PAVED ROAD, 9.0 METERS (29.5 FT)
 CU0756'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 1.8 METERS
 CU0756'(5.9 FT) NORTH OF UTILITY POLE NUMBER 2119 AND 1.2 METERS (3.9 FT)
 CU0756'SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0756'THROUGH A 5-INCH LOGO CAP.
 CU0756'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CU0756'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0422 ***********************************************************************
 CE0422  DESIGNATION -  E 146 RESET
 CE0422  PID         -  CE0422
 CE0422  STATE/COUNTY-  TX/EL PASO
 CE0422  USGS QUAD   -  EL PASO (1997)
 CE0422
 CE0422                         *CURRENT SURVEY CONTROL
 CE0422  ___________________________________________________________________
 CE0422* NAD 83(1986)-  31 50 43.     (N)    106 25 21.     (W)     SCALED    
 CE0422* NAVD 88     -      1181.556  (meters)    3876.49   (feet)  ADJUSTED  
 CE0422  ___________________________________________________________________
 CE0422  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CE0422  DYNAMIC HT  -        1179.765 (meters)    3870.61  (feet)  COMP
 CE0422  MODELED GRAV-     979,083.0   (mgal)                       NAVD 88
 CE0422
 CE0422  VERT ORDER  -  FIRST     CLASS I
 CE0422
 CE0422.The horizontal coordinates were scaled from a topographic map and have
 CE0422.an estimated accuracy of +/- 6 seconds.
 CE0422
 CE0422.The orthometric height was determined by differential leveling
 CE0422.and adjusted by the National Geodetic Survey in November 1996..
 CE0422
 CE0422.The geoid height was determined by GEOID03.
 CE0422
 CE0422.The dynamic height is computed by dividing the NAVD 88
 CE0422.geopotential number by the normal gravity value computed on the
 CE0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0422.degrees latitude (g = 980.6199 gals.).
 CE0422
 CE0422.The modeled gravity was interpolated from observed gravity values.
 CE0422
 CE0422;                    North         East    Units  Estimated Accuracy
 CE0422;SPC TX C     - 3,257,290.      123,950.      MT  (+/- 180 meters Scaled)
 CE0422
 CE0422                          SUPERSEDED SURVEY CONTROL
 CE0422
 CE0422  NAVD 88 (06/15/91) 1181.598  (m)         3876.63   (f) UNKNOWN     1 1
 CE0422
 CE0422.Superseded values are not recommended for survey control.
 CE0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0422.See file dsdata.txt to determine how the superseded data were derived.
 CE0422
 CE0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR654241(NAD 83)
 CE0422_MARKER: DV = VERTICAL CONTROL DISK
 CE0422_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CE0422_SP_SET: ABUTMENT
 CE0422_STAMPING: E 146 1954 RESET 1978
 CE0422_MARK LOGO: NGS   
 CE0422_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0422+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 CE0422
 CE0422  HISTORY     - Date     Condition        Report By
 CE0422  HISTORY     - 1978     MONUMENTED       USGS
 CE0422  HISTORY     - 1981     GOOD             NGS
 CE0422  HISTORY     - 19921119 GOOD             NGS
 CE0422
 CE0422                          STATION DESCRIPTION
 CE0422
 CE0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0422'IN EL PASO.
 CE0422'THE MARK IS 0.3 M BELOW THE TRACKS.
 CE0422'IN EL PASO, AT THE INTERSECTION OF RAILROAD DRIVE AND DIANA AVENUE,
 CE0422'IN TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 CE0422'A RAILROAD BRIDGE, 32.0 METERS (105.0 FT) EAST-SOUTHEAST OF THE
 CE0422'CENTER OF DIANA AVENUE, 18.6 METERS (61.0 FT) SOUTHEAST OF THE
 CE0422'CENTERLINE OF RAILROAD DRIVE, 1.9 METERS (6.5 FT) SOUTHEAST OF THE
 CE0422'NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD AND 0.3 METERS (1.0 FT)
 CE0422'NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT.
 CE0422
 CE0422                          STATION RECOVERY (1992)
 CE0422
 CE0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0422'12.5 KM (7.75 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0422'FROM THE UNION PASSENGER STATION IN EL PASO, IN TOP OF AND 2.4 M
 CE0422'(7.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 CE0422'ABUTMENT OF THE RAILROAD BRIDGE SPANNING A DRY WASH, 15.0 M
 CE0422'(49.2 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE NORTHBOUND LANES OF
 CE0422'DIANA AVENUE, 18.6 M (61.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CE0422'NORTHBOUND LANES OF RAILROAD DRIVE, 1.9 M (6.2 FT) SOUTHEAST OF THE
 CE0422'NEAR RAIL, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0870 ***********************************************************************
 CU0870  DESIGNATION -  E 1460
 CU0870  PID         -  CU0870
 CU0870  STATE/COUNTY-  TX/NOLAN
 CU0870  USGS QUAD   -  LORAINE (1969)
 CU0870
 CU0870                         *CURRENT SURVEY CONTROL
 CU0870  ___________________________________________________________________
 CU0870* NAD 83(1986)-  32 29 11.     (N)    100 37 35.     (W)     SCALED    
 CU0870* NAVD 88     -       726.001  (meters)    2381.89   (feet)  ADJUSTED  
 CU0870  ___________________________________________________________________
 CU0870  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CU0870  DYNAMIC HT  -         725.024 (meters)    2378.68  (feet)  COMP
 CU0870  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 CU0870
 CU0870  VERT ORDER  -  FIRST     CLASS II
 CU0870
 CU0870.The horizontal coordinates were scaled from a topographic map and have
 CU0870.an estimated accuracy of +/- 6 seconds.
 CU0870
 CU0870.The orthometric height was determined by differential leveling
 CU0870.and adjusted by the National Geodetic Survey in June 1991..
 CU0870
 CU0870.The geoid height was determined by GEOID03.
 CU0870
 CU0870.The dynamic height is computed by dividing the NAVD 88
 CU0870.geopotential number by the normal gravity value computed on the
 CU0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0870.degrees latitude (g = 980.6199 gals.).
 CU0870
 CU0870.The modeled gravity was interpolated from observed gravity values.
 CU0870
 CU0870;                    North         East    Units  Estimated Accuracy
 CU0870;SPC TXNC     - 2,092,920.      400,170.      MT  (+/- 180 meters Scaled)
 CU0870
 CU0870                          SUPERSEDED SURVEY CONTROL
 CU0870
 CU0870.No superseded survey control is available for this station.
 CU0870
 CU0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA471955(NAD 83)
 CU0870_MARKER: I = METAL ROD
 CU0870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0870_SP_SET: STAINLESS STEEL ROD
 CU0870_STAMPING: E 1460 1982
 CU0870_MARK LOGO: NGS   
 CU0870_PROJECTION: FLUSH
 CU0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0870_ROD/PIPE-DEPTH: 7.3  meters
 CU0870
 CU0870  HISTORY     - Date     Condition        Report By
 CU0870  HISTORY     - 1982     MONUMENTED       NGS
 CU0870
 CU0870                          STATION DESCRIPTION
 CU0870
 CU0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0870'9.6 KM (5.95 MI) NW FROM ROSCOE.
 CU0870'9.6 KM (5.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM THE POST
 CU0870'OFFICE IN ROSCOE, 0.8 KM (0.5 MI) SOUTHEAST OF A DRIVEWAY LEADING TO A
 CU0870'FARM HOUSE, 19.7 METERS (64.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 CU0870'NORTHWEST BOUND LANES OF THE HIGHWAY, 0.8 METER (2.6 FT) NORTHWEST OF
 CU0870'A CONCRETE RIGHT-OF-WAY MARKER AND 0.5 METER (1.6 FT) NORTHWEST OF A
 CU0870'WOODEN RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CU0870'A 5-INCH LOGO CAP.
 CU0870'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CU0870'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0776 ***********************************************************************
 CU0776  DESIGNATION -  E 1461
 CU0776  PID         -  CU0776
 CU0776  STATE/COUNTY-  TX/MITCHELL
 CU0776  USGS QUAD   -  WESTBROOK (1978)
 CU0776
 CU0776                         *CURRENT SURVEY CONTROL
 CU0776  ___________________________________________________________________
 CU0776* NAD 83(1986)-  32 20 38.     (N)    101 03 16.     (W)     SCALED    
 CU0776* NAVD 88     -       671.539  (meters)    2203.21   (feet)  ADJUSTED  
 CU0776  ___________________________________________________________________
 CU0776  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CU0776  DYNAMIC HT  -         670.638 (meters)    2200.25  (feet)  COMP
 CU0776  MODELED GRAV-     979,275.6   (mgal)                       NAVD 88
 CU0776
 CU0776  VERT ORDER  -  FIRST     CLASS II
 CU0776
 CU0776.The horizontal coordinates were scaled from a topographic map and have
 CU0776.an estimated accuracy of +/- 6 seconds.
 CU0776
 CU0776.The orthometric height was determined by differential leveling
 CU0776.and adjusted by the National Geodetic Survey in June 1991..
 CU0776
 CU0776.The geoid height was determined by GEOID03.
 CU0776
 CU0776.The dynamic height is computed by dividing the NAVD 88
 CU0776.geopotential number by the normal gravity value computed on the
 CU0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0776.degrees latitude (g = 980.6199 gals.).
 CU0776
 CU0776.The modeled gravity was interpolated from observed gravity values.
 CU0776
 CU0776;                    North         East    Units  Estimated Accuracy
 CU0776;SPC TXNC     - 2,078,020.      359,560.      MT  (+/- 180 meters Scaled)
 CU0776
 CU0776                          SUPERSEDED SURVEY CONTROL
 CU0776
 CU0776.No superseded survey control is available for this station.
 CU0776
 CU0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA066804(NAD 83)
 CU0776_MARKER: I = METAL ROD
 CU0776_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0776_SP_SET: STAINLESS STEEL ROD
 CU0776_STAMPING: E 1461 1982
 CU0776_MARK LOGO: NGS   
 CU0776_PROJECTION: FLUSH
 CU0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0776_ROD/PIPE-DEPTH: 3.7  meters
 CU0776
 CU0776  HISTORY     - Date     Condition        Report By
 CU0776  HISTORY     - 1982     MONUMENTED       NGS
 CU0776
 CU0776                          STATION DESCRIPTION
 CU0776
 CU0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0776'20.0 KM (12.4 MI) SW FROM COLORADO CITY.
 CU0776'20.0 KM (12.4 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0776'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, 0.3 KM (0.2 MI)
 CU0776'NORTHEAST OF MILEPOST 204, 36.6 METERS (120.1 FT) SOUTH-SOUTHEAST OF
 CU0776'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 17.7 METERS
 CU0776'(58.1 FT) SOUTH-SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD, 9.2 METERS
 CU0776'(30.2 FT) NORTH-NORTHWEST OF THE NEAR RAIL OF THE MISSOURI PACIFIC
 CU0776'RAILROAD AND 1.7 METERS (5.6 FT) NORTHEAST OF A UTILITY POLE.
 CU0776'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0776'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CU0776'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0828 ***********************************************************************
 CU0828  DESIGNATION -  E 1462
 CU0828  PID         -  CU0828
 CU0828  STATE/COUNTY-  TX/GARZA
 CU0828  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0828
 CU0828                         *CURRENT SURVEY CONTROL
 CU0828  ___________________________________________________________________
 CU0828* NAD 83(1986)-  32 58 51.     (N)    101 06 36.     (W)     SCALED    
 CU0828* NAVD 88     -       708.323  (meters)    2323.89   (feet)  ADJUSTED  
 CU0828  ___________________________________________________________________
 CU0828  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CU0828  DYNAMIC HT  -         707.422 (meters)    2320.93  (feet)  COMP
 CU0828  MODELED GRAV-     979,342.6   (mgal)                       NAVD 88
 CU0828
 CU0828  VERT ORDER  -  FIRST     CLASS II
 CU0828
 CU0828.The horizontal coordinates were scaled from a topographic map and have
 CU0828.an estimated accuracy of +/- 6 seconds.
 CU0828
 CU0828.The orthometric height was determined by differential leveling
 CU0828.and adjusted by the National Geodetic Survey in June 1991..
 CU0828
 CU0828.The geoid height was determined by GEOID03.
 CU0828
 CU0828.The dynamic height is computed by dividing the NAVD 88
 CU0828.geopotential number by the normal gravity value computed on the
 CU0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0828.degrees latitude (g = 980.6199 gals.).
 CU0828
 CU0828.The modeled gravity was interpolated from observed gravity values.
 CU0828
 CU0828;                    North         East    Units  Estimated Accuracy
 CU0828;SPC TXNC     - 2,148,760.      356,090.      MT  (+/- 180 meters Scaled)
 CU0828
 CU0828                          SUPERSEDED SURVEY CONTROL
 CU0828
 CU0828.No superseded survey control is available for this station.
 CU0828
 CU0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB028511(NAD 83)
 CU0828_MARKER: I = METAL ROD
 CU0828_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0828_SP_SET: STAINLESS STEEL ROD
 CU0828_STAMPING: E 1462 1982
 CU0828_MARK LOGO: NGS   
 CU0828_PROJECTION: FLUSH
 CU0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0828_ROD/PIPE-DEPTH: 5.2  meters
 CU0828
 CU0828  HISTORY     - Date     Condition        Report By
 CU0828  HISTORY     - 1982     MONUMENTED       NGS
 CU0828
 CU0828                          STATION DESCRIPTION
 CU0828
 CU0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0828'35.2 KM (21.85 MI) SE FROM POST.
 CU0828'35.2 KM (21.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0828'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 0.7 KM (0.45
 CU0828'MI) EAST OF A GRAVELED ROAD LEADING NORTH, 48.2 METERS (158.1 FT) EAST
 CU0828'OF THE SOUTHEAST END OF A BOX CULVERT, 42.7 METERS (140.1 FT)
 CU0828'SOUTHEAST OF EXXON DEWARD WELL NUMBER 8-2 AND 16.0 METERS (52.5 FT)
 CU0828'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 CU0828'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0828'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 CU0828'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0466 ***********************************************************************
 DP0466  DESIGNATION -  E 1463
 DP0466  PID         -  DP0466
 DP0466  STATE/COUNTY-  TX/GARZA
 DP0466  USGS QUAD   -  POST EAST (1969)
 DP0466
 DP0466                         *CURRENT SURVEY CONTROL
 DP0466  ___________________________________________________________________
 DP0466* NAD 83(1986)-  33 10 24.     (N)    101 21 32.     (W)     SCALED    
 DP0466* NAVD 88     -       764.806  (meters)    2509.20   (feet)  ADJUSTED  
 DP0466  ___________________________________________________________________
 DP0466  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 DP0466  DYNAMIC HT  -         763.823 (meters)    2505.98  (feet)  COMP
 DP0466  MODELED GRAV-     979,327.5   (mgal)                       NAVD 88
 DP0466
 DP0466  VERT ORDER  -  FIRST     CLASS II
 DP0466
 DP0466.The horizontal coordinates were scaled from a topographic map and have
 DP0466.an estimated accuracy of +/- 6 seconds.
 DP0466
 DP0466.The orthometric height was determined by differential leveling
 DP0466.and adjusted by the National Geodetic Survey in June 1991..
 DP0466
 DP0466.The geoid height was determined by GEOID03.
 DP0466
 DP0466.The dynamic height is computed by dividing the NAVD 88
 DP0466.geopotential number by the normal gravity value computed on the
 DP0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0466.degrees latitude (g = 980.6199 gals.).
 DP0466
 DP0466.The modeled gravity was interpolated from observed gravity values.
 DP0466
 DP0466;                    North         East    Units  Estimated Accuracy
 DP0466;SPC TXNC     - 2,170,700.      333,420.      MT  (+/- 180 meters Scaled)
 DP0466
 DP0466                          SUPERSEDED SURVEY CONTROL
 DP0466
 DP0466.No superseded survey control is available for this station.
 DP0466
 DP0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB800729(NAD 83)
 DP0466_MARKER: I = METAL ROD
 DP0466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0466_SP_SET: STAINLESS STEEL ROD
 DP0466_STAMPING: E 1463 1982
 DP0466_MARK LOGO: NGS   
 DP0466_PROJECTION: FLUSH
 DP0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0466_ROD/PIPE-DEPTH: 4.0  meters
 DP0466
 DP0466  HISTORY     - Date     Condition        Report By
 DP0466  HISTORY     - 1982     MONUMENTED       NGS
 DP0466  HISTORY     - 19890810 GOOD             NGS
 DP0466  HISTORY     - 20050526 GOOD             USPSQD
 DP0466
 DP0466                          STATION DESCRIPTION
 DP0466
 DP0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0466'3.0 KM (1.85 MI) SE FROM POST.
 DP0466'3.0 KM (1.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0466'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 40.3 METERS
 DP0466'(132.2 FT) SOUTHEAST OF THE CENTER OF A PRIVATE ROAD LEADING SOUTHWEST
 DP0466'TO A WHITE RANCH HOUSE AND 16.3 METERS (53.5 FT) SOUTHWEST OF THE
 DP0466'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS
 DP0466'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0466'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 DP0466'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0466
 DP0466                          STATION RECOVERY (1989)
 DP0466
 DP0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0466'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--0.6
 DP0466'M (2.0 FT) EAST-SOUTHEAST OF THE MOST SOUTHERLY 1 OF 3 FENCE BRACE
 DP0466'POST.
 DP0466
 DP0466                          STATION RECOVERY (2005)
 DP0466
 DP0466'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DP0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1630 ***********************************************************************
 AY1630  DESIGNATION -  E 1464
 AY1630  PID         -  AY1630
 AY1630  STATE/COUNTY-  TX/MEDINA
 AY1630  USGS QUAD   -  LA COSTE (1982)
 AY1630
 AY1630                         *CURRENT SURVEY CONTROL
 AY1630  ___________________________________________________________________
 AY1630* NAD 83(1986)-  29 21 49.     (N)    098 48 38.     (W)     SCALED    
 AY1630* NAVD 88     -       230.035  (meters)     754.71   (feet)  ADJUSTED  
 AY1630  ___________________________________________________________________
 AY1630  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AY1630  DYNAMIC HT  -         229.701 (meters)     753.61  (feet)  COMP
 AY1630  MODELED GRAV-     979,186.9   (mgal)                       NAVD 88
 AY1630
 AY1630  VERT ORDER  -  FIRST     CLASS II
 AY1630
 AY1630.The horizontal coordinates were scaled from a topographic map and have
 AY1630.an estimated accuracy of +/- 6 seconds.
 AY1630
 AY1630.The orthometric height was determined by differential leveling
 AY1630.and adjusted by the National Geodetic Survey in June 1991..
 AY1630
 AY1630.The geoid height was determined by GEOID03.
 AY1630
 AY1630.The dynamic height is computed by dividing the NAVD 88
 AY1630.geopotential number by the normal gravity value computed on the
 AY1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1630.degrees latitude (g = 980.6199 gals.).
 AY1630
 AY1630.The modeled gravity was interpolated from observed gravity values.
 AY1630
 AY1630;                    North         East    Units  Estimated Accuracy
 AY1630;SPC TXSC     - 4,169,610.      618,390.      MT  (+/- 180 meters Scaled)
 AY1630
 AY1630                          SUPERSEDED SURVEY CONTROL
 AY1630
 AY1630.No superseded survey control is available for this station.
 AY1630
 AY1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT183482(NAD 83)
 AY1630_MARKER: I = METAL ROD
 AY1630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1630_SP_SET: STAINLESS STEEL ROD
 AY1630_STAMPING: E 1464 1982
 AY1630_MARK LOGO: NGS   
 AY1630_PROJECTION: FLUSH
 AY1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1630_ROD/PIPE-DEPTH: 4.6  meters
 AY1630
 AY1630  HISTORY     - Date     Condition        Report By
 AY1630  HISTORY     - 1982     MONUMENTED       NGS
 AY1630  HISTORY     - 19970211 GOOD             USPSQD
 AY1630  HISTORY     - 20030109 GOOD             USPSQD
 AY1630
 AY1630                          STATION DESCRIPTION
 AY1630
 AY1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1630'6.9 KM (4.25 MI) EAST FROM CASTROVILLE.
 AY1630'6.9 KM (4.25 MI) EAST ALONG U.S. HIGHWAY 90 EASTBOUND FROM THE
 AY1630'JUNCTION OF FARM ROAD 471 NORTH IN CASTROVILLE, AT A PRIVATE ENTRANCE
 AY1630'DRIVE LEADING SOUTH, 36.3 METERS (119.0 FT) SOUTH SOUTHEAST OF
 AY1630'CENTERLINE OF EASTBOUND LANES, 3.7 METERS (12.0 FT) EAST NORTHEAST OF
 AY1630'A GRAVEL ROAD, 6.1 METERS (20.0 FT) SOUTH SOUTHEAST OF A CORNER FENCE
 AY1630'POST, 3.4 METERS (11.0 FT) SOUTH SOUTHEAST OF CENTER OF A METAL GATE,
 AY1630'AND 0.43 METERS (1.4 FT) WEST SOUTHWEST OF A FENCE LINE.  NOTE, ROD
 AY1630'DRIVEN TO REFUSAL.
 AY1630'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 AY1630'THE MARK IS 0.15 M ABOVE HIGHWAY.
 AY1630
 AY1630                          STATION RECOVERY (1997)
 AY1630
 AY1630'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1630'RECOVERED IN GOOD CONDITION.
 AY1630
 AY1630                          STATION RECOVERY (2003)
 AY1630
 AY1630'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1681 ***********************************************************************
 AY1681  DESIGNATION -  E 1465
 AY1681  PID         -  AY1681
 AY1681  STATE/COUNTY-  TX/KENDALL
 AY1681  USGS QUAD   -  RANGER CREEK (1982)
 AY1681
 AY1681                         *CURRENT SURVEY CONTROL
 AY1681  ___________________________________________________________________
 AY1681* NAD 83(1986)-  29 50 18.     (N)    098 46 25.     (W)     SCALED    
 AY1681* NAVD 88     -       486.148  (meters)    1594.97   (feet)  ADJUSTED  
 AY1681  ___________________________________________________________________
 AY1681  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AY1681  DYNAMIC HT  -         485.441 (meters)    1592.65  (feet)  COMP
 AY1681  MODELED GRAV-     979,172.8   (mgal)                       NAVD 88
 AY1681
 AY1681  VERT ORDER  -  FIRST     CLASS II
 AY1681
 AY1681.The horizontal coordinates were scaled from a topographic map and have
 AY1681.an estimated accuracy of +/- 6 seconds.
 AY1681
 AY1681.The orthometric height was determined by differential leveling
 AY1681.and adjusted by the National Geodetic Survey in June 1991..
 AY1681
 AY1681.The geoid height was determined by GEOID03.
 AY1681
 AY1681.The dynamic height is computed by dividing the NAVD 88
 AY1681.geopotential number by the normal gravity value computed on the
 AY1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1681.degrees latitude (g = 980.6199 gals.).
 AY1681
 AY1681.The modeled gravity was interpolated from observed gravity values.
 AY1681
 AY1681;                    North         East    Units  Estimated Accuracy
 AY1681;SPC TXSC     - 4,222,230.      621,880.      MT  (+/- 180 meters Scaled)
 AY1681
 AY1681                          SUPERSEDED SURVEY CONTROL
 AY1681
 AY1681.No superseded survey control is available for this station.
 AY1681
 AY1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU218008(NAD 83)
 AY1681_MARKER: I = METAL ROD
 AY1681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1681_SP_SET: STAINLESS STEEL ROD
 AY1681_STAMPING: E 1465 1982
 AY1681_MARK LOGO: NGS   
 AY1681_PROJECTION: FLUSH
 AY1681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1681_ROD/PIPE-DEPTH: 2.5  meters
 AY1681
 AY1681  HISTORY     - Date     Condition        Report By
 AY1681  HISTORY     - 1982     MONUMENTED       NGS
 AY1681  HISTORY     - 1990     GOOD             USPSQD
 AY1681  HISTORY     - 19940309 GOOD             USPSQD
 AY1681
 AY1681                          STATION DESCRIPTION
 AY1681
 AY1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1681'7.1 KM (4.45 MI) NW FROM BOERNE.
 AY1681'4.0 KM (2.5 MI) NORTHWEST ALONG BUSINESS U.S. HIGHWAY 87 FROM
 AY1681'THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 3.1 KM
 AY1681'(1.95 MI) NORTHWEST ALONG THE NORTHEAST FRONTAGE ROAD, AT A FENCE
 AY1681'CORNER IN THE NORTHEAST RIGHT OF WAY FENCE LINE, 14.4 METERS (47.5 FT)
 AY1681'NORTHEAST OF THE CENTERLINE OF FRONTAGE ROAD, 29.5 METERS (97.0 FT)
 AY1681'NORTH NORTHWEST OF THE CENTER OF THE NORTHEAST END OF A 3 CHANNEL
 AY1681'CONCRETE CULVERT UNDER THE WEST BOUND LANE OF I 35 HIGHWAY 3.6 METERS
 AY1681'(12.0 FT) NORTHWEST OF A CORNER FENCE POST, AND 0.15 METERS (0.5 FT)
 AY1681'SOUTHWEST OF A FENCE LINE.
 AY1681'THE MARK IS 0.15 METERS  SW FROM A WITNESS POST.
 AY1681'THE MARK IS 0.9 M BELOW FRONTAGE ROAD.
 AY1681
 AY1681                          STATION RECOVERY (1990)
 AY1681
 AY1681'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1681'RECOVERED IN GOOD CONDITION.
 AY1681
 AY1681                          STATION RECOVERY (1994)
 AY1681
 AY1681'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0503 ***********************************************************************
 BN0503  DESIGNATION -  E 1466
 BN0503  PID         -  BN0503
 BN0503  STATE/COUNTY-  TX/KERR
 BN0503  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0503
 BN0503                         *CURRENT SURVEY CONTROL
 BN0503  ___________________________________________________________________
 BN0503* NAD 83(1986)-  30 04 45.     (N)    098 55 13.     (W)     SCALED    
 BN0503* NAVD 88     -       599.176  (meters)    1965.80   (feet)  ADJUSTED  
 BN0503  ___________________________________________________________________
 BN0503  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BN0503  DYNAMIC HT  -         598.322 (meters)    1962.99  (feet)  COMP
 BN0503  MODELED GRAV-     979,197.1   (mgal)                       NAVD 88
 BN0503
 BN0503  VERT ORDER  -  FIRST     CLASS II
 BN0503
 BN0503.The horizontal coordinates were scaled from a topographic map and have
 BN0503.an estimated accuracy of +/- 6 seconds.
 BN0503
 BN0503.The orthometric height was determined by differential leveling
 BN0503.and adjusted by the National Geodetic Survey in June 1991..
 BN0503
 BN0503.The geoid height was determined by GEOID03.
 BN0503
 BN0503.The dynamic height is computed by dividing the NAVD 88
 BN0503.geopotential number by the normal gravity value computed on the
 BN0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0503.degrees latitude (g = 980.6199 gals.).
 BN0503
 BN0503.The modeled gravity was interpolated from observed gravity values.
 BN0503
 BN0503;                    North         East    Units  Estimated Accuracy
 BN0503;SPC TXSC     - 4,248,910.      607,690.      MT  (+/- 180 meters Scaled)
 BN0503
 BN0503                          SUPERSEDED SURVEY CONTROL
 BN0503
 BN0503.No superseded survey control is available for this station.
 BN0503
 BN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU076275(NAD 83)
 BN0503_MARKER: DB = BENCH MARK DISK
 BN0503_SETTING: 66 = SET IN ROCK OUTCROP
 BN0503_SP_SET: ROCK OUTCROP
 BN0503_STAMPING: E 1466 1982
 BN0503_MARK LOGO: NGS   
 BN0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0503+STABILITY: POSITION/ELEVATION WELL
 BN0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0503+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0503
 BN0503  HISTORY     - Date     Condition        Report By
 BN0503  HISTORY     - 1982     MONUMENTED       NGS
 BN0503  HISTORY     - 20040325 GOOD             USPSQD
 BN0503  HISTORY     - 20051102 GOOD             USPSQD
 BN0503
 BN0503                          STATION DESCRIPTION
 BN0503
 BN0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0503'11.6 KM (7.25 MI) NORTH FROM COMFORT.
 BN0503'11.6 KM (7.25 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0503'INTERSTATE 10 AT THE NORTHEDGE OF COMFORT, SET IN THE TOP OF A
 BN0503'0.9 METER (3.0 FT) BY 1.2 METERS (4.0 FT) ROCK OUTCROP, 19.8 METERS
 BN0503'(65.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.2 METERS
 BN0503'(33.6 FT) NORTHEAST OF THE SOUTH END OF A HIGHWAY GUARD RAIL,
 BN0503'21.0 METERS (69.0 FT) SOUTHWEST OF A FENCE LINE.
 BN0503'THE MARK IS 0.3 M BELOW HIGHWAY 87.
 BN0503
 BN0503                          STATION RECOVERY (2004)
 BN0503
 BN0503'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0503'RECOVERED IN GOOD CONDITION.
 BN0503
 BN0503                          STATION RECOVERY (2005)
 BN0503
 BN0503'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0530 ***********************************************************************
 BN0530  DESIGNATION -  E 1467
 BN0530  PID         -  BN0530
 BN0530  STATE/COUNTY-  TX/GILLESPIE
 BN0530  USGS QUAD   -  CHERRY MOUNTAIN (1967)
 BN0530
 BN0530                         *CURRENT SURVEY CONTROL
 BN0530  ___________________________________________________________________
 BN0530* NAD 83(1986)-  30 22 44.     (N)    098 57 06.     (W)     SCALED    
 BN0530* NAVD 88     -       643.846  (meters)    2112.35   (feet)  ADJUSTED  
 BN0530  ___________________________________________________________________
 BN0530  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BN0530  DYNAMIC HT  -         642.934 (meters)    2109.36  (feet)  COMP
 BN0530  MODELED GRAV-     979,203.4   (mgal)                       NAVD 88
 BN0530
 BN0530  VERT ORDER  -  FIRST     CLASS II
 BN0530
 BN0530.The horizontal coordinates were scaled from a topographic map and have
 BN0530.an estimated accuracy of +/- 6 seconds.
 BN0530
 BN0530.The orthometric height was determined by differential leveling
 BN0530.and adjusted by the National Geodetic Survey in June 1991..
 BN0530
 BN0530.The geoid height was determined by GEOID03.
 BN0530
 BN0530.The dynamic height is computed by dividing the NAVD 88
 BN0530.geopotential number by the normal gravity value computed on the
 BN0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0530.degrees latitude (g = 980.6199 gals.).
 BN0530
 BN0530.The modeled gravity was interpolated from observed gravity values.
 BN0530
 BN0530;                    North         East    Units  Estimated Accuracy
 BN0530;SPC TX C     - 3,079,780.      832,790.      MT  (+/- 180 meters Scaled)
 BN0530
 BN0530                          SUPERSEDED SURVEY CONTROL
 BN0530
 BN0530.No superseded survey control is available for this station.
 BN0530
 BN0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU046607(NAD 83)
 BN0530_MARKER: I = METAL ROD
 BN0530_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0530+WITH SETTING: INFORMATION.
 BN0530_SP_SET: SHALLOW SET METAL ROD
 BN0530_STAMPING: E 1467 1982
 BN0530_MARK LOGO: NGS   
 BN0530_PROJECTION: FLUSH
 BN0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0530+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0530_ROD/PIPE-DEPTH: 2.1  meters
 BN0530
 BN0530  HISTORY     - Date     Condition        Report By
 BN0530  HISTORY     - 1982     MONUMENTED       NGS
 BN0530  HISTORY     - 19930514 GOOD             USPSQD
 BN0530  HISTORY     - 19960309 GOOD             USPSQD
 BN0530  HISTORY     - 20051123 GOOD             USPSQD
 BN0530
 BN0530                          STATION DESCRIPTION
 BN0530
 BN0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0530'14.0 KM (8.7 MI) NW FROM FREDERICKSBURG.
 BN0530'14.0 KM (8.7 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0530'U.S. HIGHWAY 87 AND U.S. HIGHWAY 290 (WASHINGTON STREET), SET AT THE
 BN0530'JUNCTION OF U.S. HIGHWAY 87 AND RANCH ROAD 2323, 60.0 METERS
 BN0530'(197.0 FT) SOUTH SOUTHEAST OF THE EXTENDED CENTER OF RANCH ROAD 2323
 BN0530'AND THE CENTERLINE OF U.S. HIGHWAY 87, 37.4 METERS (123.0 FT)
 BN0530'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 87, 13.4 METERS (44.0 FT)
 BN0530'NORTH NORTHWEST OF THE WEST END OF THE CENTER OF A SMALL CONCRETE
 BN0530'CULVERT HEADWALL, 11.7 METERS (38.5 FT) WEST OF THE CENTER OF RANCH
 BN0530'ROAD 2323, 2.2 METERS (7.5 FT) NORTH OF A CORNER FENCE POST, AND
 BN0530'0.3 METER (1.0 FT) EAST NORTHEAST OF A RIGHT-OF-WAY FENCE, NOTE,
 BN0530'ROD DRIVEN TO REFUSAL.
 BN0530'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BN0530'THE MARK IS 0.3 M BELOW RANCH ROAD 2323.
 BN0530
 BN0530                          STATION RECOVERY (1993)
 BN0530
 BN0530'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0530'RECOVERED IN GOOD CONDITION.
 BN0530
 BN0530                          STATION RECOVERY (1996)
 BN0530
 BN0530'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0530'RECOVERED IN GOOD CONDITION.
 BN0530
 BN0530                          STATION RECOVERY (2005)
 BN0530
 BN0530'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0530'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0433 ***********************************************************************
 DP0433  DESIGNATION -  E 1468
 DP0433  PID         -  DP0433
 DP0433  STATE/COUNTY-  TX/LUBBOCK
 DP0433  USGS QUAD   -  SLATON (1975)
 DP0433
 DP0433                         *CURRENT SURVEY CONTROL
 DP0433  ___________________________________________________________________
 DP0433* NAD 83(1986)-  33 26 39.     (N)    101 39 59.     (W)     SCALED    
 DP0433* NAVD 88     -       945.554  (meters)    3102.21   (feet)  ADJUSTED  
 DP0433  ___________________________________________________________________
 DP0433  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 DP0433  DYNAMIC HT  -         944.336 (meters)    3098.21  (feet)  COMP
 DP0433  MODELED GRAV-     979,316.7   (mgal)                       NAVD 88
 DP0433
 DP0433  VERT ORDER  -  FIRST     CLASS II
 DP0433
 DP0433.The horizontal coordinates were scaled from a topographic map and have
 DP0433.an estimated accuracy of +/- 6 seconds.
 DP0433
 DP0433.The orthometric height was determined by differential leveling
 DP0433.and adjusted by the National Geodetic Survey in June 1991..
 DP0433
 DP0433.The geoid height was determined by GEOID03.
 DP0433
 DP0433.The dynamic height is computed by dividing the NAVD 88
 DP0433.geopotential number by the normal gravity value computed on the
 DP0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0433.degrees latitude (g = 980.6199 gals.).
 DP0433
 DP0433.The modeled gravity was interpolated from observed gravity values.
 DP0433
 DP0433;                    North         East    Units  Estimated Accuracy
 DP0433;SPC TXNC     - 2,201,550.      305,660.      MT  (+/- 180 meters Scaled)
 DP0433
 DP0433                          SUPERSEDED SURVEY CONTROL
 DP0433
 DP0433.No superseded survey control is available for this station.
 DP0433
 DP0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC521037(NAD 83)
 DP0433_MARKER: I = METAL ROD
 DP0433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0433_SP_SET: STAINLESS STEEL ROD
 DP0433_STAMPING: E 1468 1982
 DP0433_MARK LOGO: NGS   
 DP0433_PROJECTION: FLUSH
 DP0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0433_ROD/PIPE-DEPTH: 7.9  meters
 DP0433
 DP0433  HISTORY     - Date     Condition        Report By
 DP0433  HISTORY     - 1982     MONUMENTED       NGS
 DP0433  HISTORY     - 19890630 MARK NOT FOUND   NGS
 DP0433
 DP0433                          STATION DESCRIPTION
 DP0433
 DP0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0433'23.1 KM (14.35 MI) SE FROM LUBBOCK.
 DP0433'9.6 KM (5.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0433'RAILROAD STATION IN LUBBOCK, THENCE 13.5 KM (8.4 MI) SOUTHEASTERLY
 DP0433'ALONG U.S. HIGHWAY 84, 15.6 METERS (51.2 FT) WEST-SOUTHWEST OF THE
 DP0433'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 0.7 METER
 DP0433'(2.3 FT) EAST-SOUTHEAST OF THE WEST LEG OF A HIGHWAY INFORMATION SIGN
 DP0433'(FM 41 DIVISION ST EXIT 1/2 MILE).  NOTE=ACCESS TO THE DATUM POINT IS
 DP0433'THROUGH A 5-INCH LOGO CAP.
 DP0433'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DP0433'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0433
 DP0433                          STATION RECOVERY (1989)
 DP0433
 DP0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0433'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0410 ***********************************************************************
 DP0410  DESIGNATION -  E 1469
 DP0410  PID         -  DP0410
 DP0410  STATE/COUNTY-  TX/LUBBOCK
 DP0410  USGS QUAD   -  SHALLOWATER (1975)
 DP0410
 DP0410                         *CURRENT SURVEY CONTROL
 DP0410  ___________________________________________________________________
 DP0410* NAD 83(1986)-  33 40 48.     (N)    101 59 32.     (W)     SCALED    
 DP0410* NAVD 88     -       995.303  (meters)    3265.42   (feet)  ADJUSTED  
 DP0410  ___________________________________________________________________
 DP0410  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 DP0410  DYNAMIC HT  -         994.008 (meters)    3261.17  (feet)  COMP
 DP0410  MODELED GRAV-     979,302.7   (mgal)                       NAVD 88
 DP0410
 DP0410  VERT ORDER  -  FIRST     CLASS II
 DP0410
 DP0410.The horizontal coordinates were scaled from a topographic map and have
 DP0410.an estimated accuracy of +/- 6 seconds.
 DP0410
 DP0410.The orthometric height was determined by differential leveling
 DP0410.and adjusted by the National Geodetic Survey in June 1991..
 DP0410
 DP0410.The geoid height was determined by GEOID03.
 DP0410
 DP0410.The dynamic height is computed by dividing the NAVD 88
 DP0410.geopotential number by the normal gravity value computed on the
 DP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0410.degrees latitude (g = 980.6199 gals.).
 DP0410
 DP0410.The modeled gravity was interpolated from observed gravity values.
 DP0410
 DP0410;                    North         East    Units  Estimated Accuracy
 DP0410;SPC TXNC     - 2,228,650.      276,250.      MT  (+/- 180 meters Scaled)
 DP0410
 DP0410                          SUPERSEDED SURVEY CONTROL
 DP0410
 DP0410.No superseded survey control is available for this station.
 DP0410
 DP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC225306(NAD 83)
 DP0410_MARKER: I = METAL ROD
 DP0410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0410_SP_SET: STAINLESS STEEL ROD
 DP0410_STAMPING: E 1469 1982
 DP0410_MARK LOGO: NGS   
 DP0410_PROJECTION: FLUSH
 DP0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0410_ROD/PIPE-DEPTH: 3.7  meters
 DP0410
 DP0410  HISTORY     - Date     Condition        Report By
 DP0410  HISTORY     - 1982     MONUMENTED       NGS
 DP0410
 DP0410                          STATION DESCRIPTION
 DP0410
 DP0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0410'17.7 KM (11.0 MI) NW FROM LUBBOCK.
 DP0410'15.9 KM (9.9 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0410'RAILROAD STATION IN LUBBOCK, THENCE 1.8 KM (1.1 MI) NORTHWESTERLY
 DP0410'ALONG U.S. HIGHWAY 84, 32.0 METERS (105.0 FT) NORTHEAST OF THE
 DP0410'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 13.2 METERS
 DP0410'(43.3 FT) EAST OF THE CENTER OF A PAVED ROAD LEADING NORTH AND 1.8
 DP0410'METERS (5.9 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 DP0410'POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0410'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DP0410'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0150 ***********************************************************************
 CR0150  DESIGNATION -  E 147
 CR0150  PID         -  CR0150
 CR0150  STATE/COUNTY-  TX/RUSK
 CR0150  USGS QUAD   -  BERRYHILL CREEK (1973)
 CR0150
 CR0150                         *CURRENT SURVEY CONTROL
 CR0150  ___________________________________________________________________
 CR0150* NAD 83(1986)-  32 05 15.     (N)    094 45 09.     (W)     SCALED    
 CR0150* NAVD 88     -       116.395  (meters)     381.87   (feet)  ADJUSTED  
 CR0150  ___________________________________________________________________
 CR0150  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CR0150  DYNAMIC HT  -         116.256 (meters)     381.42  (feet)  COMP
 CR0150  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 CR0150
 CR0150  VERT ORDER  -  SECOND    CLASS 0
 CR0150
 CR0150.The horizontal coordinates were scaled from a topographic map and have
 CR0150.an estimated accuracy of +/- 6 seconds.
 CR0150
 CR0150.The orthometric height was determined by differential leveling
 CR0150.and adjusted by the National Geodetic Survey in June 1991..
 CR0150
 CR0150.The geoid height was determined by GEOID03.
 CR0150
 CR0150.The dynamic height is computed by dividing the NAVD 88
 CR0150.geopotential number by the normal gravity value computed on the
 CR0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0150.degrees latitude (g = 980.6199 gals.).
 CR0150
 CR0150.The modeled gravity was interpolated from observed gravity values.
 CR0150
 CR0150;                    North         East    Units  Estimated Accuracy
 CR0150;SPC TXNC     - 2,052,980.      953,710.      MT  (+/- 180 meters Scaled)
 CR0150
 CR0150                          SUPERSEDED SURVEY CONTROL
 CR0150
 CR0150  NGVD 29 (??/??/92)  116.410  (m)          381.92   (f) ADJ UNCH    2 0
 CR0150
 CR0150.Superseded values are not recommended for survey control.
 CR0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0150.See file dsdata.txt to determine how the superseded data were derived.
 CR0150
 CR0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR346514(NAD 83)
 CR0150_MARKER: DB = BENCH MARK DISK
 CR0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0150_SP_SET: BALUSTRADE
 CR0150_STAMPING: E 147 1938
 CR0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0150
 CR0150  HISTORY     - Date     Condition        Report By
 CR0150  HISTORY     - 1938     MONUMENTED       CGS
 CR0150  HISTORY     - 1943     GOOD             NGS
 CR0150
 CR0150                          STATION DESCRIPTION
 CR0150
 CR0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CR0150'5.7 MI SE FROM HENDERSON.
 CR0150'5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 26 FROM THE COUNTY COURTHOUSE
 CR0150'AT HENDERSON, RUSK COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE
 CR0150'WEST CONCRETE BALUSTRADE, 4 FEET NORTH OF THE EAST END, 13 FEET WEST
 CR0150'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 CR0150'HIGHWAY.  A STANDARD DISK, STAMPED E 147 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0525 ***********************************************************************
 EO0525  DESIGNATION -  E 1470
 EO0525  PID         -  EO0525
 EO0525  STATE/COUNTY-  TX/PARMER
 EO0525  USGS QUAD   -  LARIAT (1980)
 EO0525
 EO0525                         *CURRENT SURVEY CONTROL
 EO0525  ___________________________________________________________________
 EO0525* NAD 83(1986)-  34 19 29.     (N)    102 54 05.     (W)     SCALED    
 EO0525* NAVD 88     -      1221.944  (meters)    4008.99   (feet)  ADJUSTED  
 EO0525  ___________________________________________________________________
 EO0525  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 EO0525  DYNAMIC HT  -        1220.355 (meters)    4003.78  (feet)  COMP
 EO0525  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 EO0525
 EO0525  VERT ORDER  -  FIRST     CLASS II
 EO0525
 EO0525.The horizontal coordinates were scaled from a topographic map and have
 EO0525.an estimated accuracy of +/- 6 seconds.
 EO0525
 EO0525.The orthometric height was determined by differential leveling
 EO0525.and adjusted by the National Geodetic Survey in June 1991..
 EO0525
 EO0525.The geoid height was determined by GEOID03.
 EO0525
 EO0525.The dynamic height is computed by dividing the NAVD 88
 EO0525.geopotential number by the normal gravity value computed on the
 EO0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0525.degrees latitude (g = 980.6199 gals.).
 EO0525
 EO0525.The modeled gravity was interpolated from observed gravity values.
 EO0525
 EO0525;                    North         East    Units  Estimated Accuracy
 EO0525;SPC TX N     - 1,036,940.       71,020.      MT  (+/- 180 meters Scaled)
 EO0525
 EO0525                          SUPERSEDED SURVEY CONTROL
 EO0525
 EO0525.No superseded survey control is available for this station.
 EO0525
 EO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU930001(NAD 83)
 EO0525_MARKER: I = METAL ROD
 EO0525_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0525_SP_SET: STAINLESS STEEL ROD
 EO0525_STAMPING: E 1470 1982
 EO0525_MARK LOGO: NGS   
 EO0525_PROJECTION: FLUSH
 EO0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0525_ROD/PIPE-DEPTH: 9.8  meters
 EO0525
 EO0525  HISTORY     - Date     Condition        Report By
 EO0525  HISTORY     - 1982     MONUMENTED       NGS
 EO0525
 EO0525                          STATION DESCRIPTION
 EO0525
 EO0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0525'19.8 KM (12.3 MI) NW FROM MULESHOE.
 EO0525'19.8 KM (12.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM
 EO0525'THEIR JUNCTION IN MULESHOE, AT A UTILITY LINE CROSSING THE HIGHWAY,
 EO0525'40.8 METERS (133.9 FT) SOUTHWEST OF THE NEAR RAIL OF THE SANTA FE
 EO0525'RAILROAD, 37.8 METERS (124.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 EO0525'NORTHWEST BOUND LANES OF THE HIGHWAY, 29.0 METERS (95.1 FT) NORTHEAST
 EO0525'OF A HIGHWAY INFORMATION SIGN (REST AREA 1 MILE) AND 1.2 METERS (3.9
 EO0525'FT) NORTHWEST OF UTILITY POLE NUMBER 4.  NOTE=ACCESS TO THE DATUM
 EO0525'POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0525'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 EO0525'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0656 ***********************************************************************
 DQ0656  DESIGNATION -  E 1471
 DQ0656  PID         -  DQ0656
 DQ0656  STATE/COUNTY-  TX/LAMB
 DQ0656  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0656
 DQ0656                         *CURRENT SURVEY CONTROL
 DQ0656  ___________________________________________________________________
 DQ0656* NAD 83(1986)-  33 54 42.     (N)    102 19 37.     (W)     SCALED    
 DQ0656* NAVD 88     -      1084.230  (meters)    3557.18   (feet)  ADJUSTED  
 DQ0656  ___________________________________________________________________
 DQ0656  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 DQ0656  DYNAMIC HT  -        1082.825 (meters)    3552.57  (feet)  COMP
 DQ0656  MODELED GRAV-     979,303.1   (mgal)                       NAVD 88
 DQ0656
 DQ0656  VERT ORDER  -  FIRST     CLASS II
 DQ0656
 DQ0656.The horizontal coordinates were scaled from a topographic map and have
 DQ0656.an estimated accuracy of +/- 6 seconds.
 DQ0656
 DQ0656.The orthometric height was determined by differential leveling
 DQ0656.and adjusted by the National Geodetic Survey in June 1991..
 DQ0656
 DQ0656.The geoid height was determined by GEOID03.
 DQ0656
 DQ0656.The dynamic height is computed by dividing the NAVD 88
 DQ0656.geopotential number by the normal gravity value computed on the
 DQ0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0656.degrees latitude (g = 980.6199 gals.).
 DQ0656
 DQ0656.The modeled gravity was interpolated from observed gravity values.
 DQ0656
 DQ0656;                    North         East    Units  Estimated Accuracy
 DQ0656;SPC TXNC     - 2,255,400.      246,170.      MT  (+/- 180 meters Scaled)
 DQ0656
 DQ0656                          SUPERSEDED SURVEY CONTROL
 DQ0656
 DQ0656.No superseded survey control is available for this station.
 DQ0656
 DQ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT471555(NAD 83)
 DQ0656_MARKER: I = METAL ROD
 DQ0656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0656_SP_SET: STAINLESS STEEL ROD
 DQ0656_STAMPING: E 1471 1982
 DQ0656_MARK LOGO: NGS   
 DQ0656_PROJECTION: FLUSH
 DQ0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0656_ROD/PIPE-DEPTH: 4.9  meters
 DQ0656
 DQ0656  HISTORY     - Date     Condition        Report By
 DQ0656  HISTORY     - 1982     MONUMENTED       NGS
 DQ0656
 DQ0656                          STATION DESCRIPTION
 DQ0656
 DQ0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0656'IN LITTLEFIELD.
 DQ0656'IN LITTLEFIELD, AT THE INTERSECTION OF HALE AVENUE (U.S. HIGHWAY 385)
 DQ0656'AND EAST 16TH STREET, AT THE MAIN ENTRANCE TO THE COUNTY FAIRGROUNDS,
 DQ0656'30.2 METERS (99.1 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 DQ0656'OF THE AVENUE, 13.3 METERS (43.6 FT) NORTH OF THE CENTER OF THE
 DQ0656'STREET, 2.8 METERS (9.2 FT) EAST OF A 15-INCH TREE AND 1.0 METER (3.3
 DQ0656'FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 DQ0656'THROUGH A 5-INCH LOGO CAP.
 DQ0656'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4842 ***********************************************************************
 AW4842  DESIGNATION -  E 1472
 AW4842  PID         -  AW4842
 AW4842  STATE/COUNTY-  TX/HARRIS
 AW4842  USGS QUAD   -  ALIEF (1995)
 AW4842
 AW4842                         *CURRENT SURVEY CONTROL
 AW4842  ___________________________________________________________________
 AW4842* NAD 83(1986)-  29 43 00.     (N)    095 34 23.     (W)     SCALED    
 AW4842* NAVD 88     -        22.994  (meters)      75.44   (feet)  ADJUSTED  
 AW4842  ___________________________________________________________________
 AW4842  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW4842  DYNAMIC HT  -          22.963 (meters)      75.34  (feet)  COMP
 AW4842  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 AW4842
 AW4842  VERT ORDER  -  FIRST     CLASS II
 AW4842
 AW4842.The horizontal coordinates were scaled from a topographic map and have
 AW4842.an estimated accuracy of +/- 6 seconds.
 AW4842
 AW4842.The orthometric height was determined by differential leveling
 AW4842.and adjusted by the National Geodetic Survey in June 1991..
 AW4842
 AW4842.The geoid height was determined by GEOID03.
 AW4842
 AW4842.The dynamic height is computed by dividing the NAVD 88
 AW4842.geopotential number by the normal gravity value computed on the
 AW4842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4842.degrees latitude (g = 980.6199 gals.).
 AW4842
 AW4842.The modeled gravity was interpolated from observed gravity values.
 AW4842
 AW4842;                    North         East    Units  Estimated Accuracy
 AW4842;SPC TXSC     - 4,213,580.      931,500.      MT  (+/- 180 meters Scaled)
 AW4842
 AW4842                          SUPERSEDED SURVEY CONTROL
 AW4842
 AW4842  NGVD 29 (12/23/87)   22.988  (m)           75.42   (f) ADJUSTED    1 2
 AW4842
 AW4842.Superseded values are not recommended for survey control.
 AW4842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4842.See file dsdata.txt to determine how the superseded data were derived.
 AW4842
 AW4842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN510901(NAD 83)
 AW4842_MARKER: I = METAL ROD
 AW4842_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4842_SP_SET: STAINLESS STEEL ROD
 AW4842_STAMPING: E 1472 1983
 AW4842_MARK LOGO: NGS   
 AW4842_PROJECTION: RECESSED 6 CENTIMETERS
 AW4842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4842_ROD/PIPE-DEPTH: 8.5  meters
 AW4842
 AW4842  HISTORY     - Date     Condition        Report By
 AW4842  HISTORY     - 1983     MONUMENTED       NGS
 AW4842  HISTORY     - 1986     GOOD             NGS
 AW4842  HISTORY     - 19960705 GOOD             USPSQD
 AW4842  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW4842
 AW4842                          STATION DESCRIPTION
 AW4842
 AW4842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4842'2.0 KM (1.25 MI) EAST FROM ALIEF.
 AW4842'1.8 KM (1.15 MI) EAST ALONG ALIEF-HOUSTON ROAD FROM THE JUNCTION OF
 AW4842'OLD WESTHEIMER ROAD IN ALIEF, THENCE 0.2 KM (0.1 MI) NORTH ALONG THE
 AW4842'EAST ENTRANCE (STREET) TO THE FOXFIRE APARTMENT BUILDINGS, AT A
 AW4842'POWERLINE POLE WITH GUY WIRES TO THE NORTH AND WEST, 36.88 METERS
 AW4842'(121.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF APARTMENT BUILDING
 AW4842'NUMBER 8, 16.61 METERS (54.5 FT) SOUTH OF THE SOUTH RAIL, 7.77
 AW4842'(25.5 FT) WEST OF A POINT DIRECTLY UNDER THE CENTER ONE OF A THREE
 AW4842'LINE HIGH TENSION POWERLINE, 2.89 METERS (9.5 FT) NORTH-NORTHEAST OF
 AW4842'THE NORTHEAST CORNER OF A CONCRETE PARKING AREA, 0.76 METERS (2.5 FT)
 AW4842'WEST OF A POWERLINE POLE, AND 5.49 METERS (18.0 FT) EAST OF A GUY WIRE
 AW4842'ANCHOR.
 AW4842'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AW4842
 AW4842                          STATION RECOVERY (1986)
 AW4842
 AW4842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4842'RECOVERED IN GOOD CONDITION.  THE 1983 DESCRIPTION IS ADEQUATE EXCEPT
 AW4842'ADD 1.5 METER (5.0 FT) NORTH OF A WOOD FENCE.
 AW4842
 AW4842                          STATION RECOVERY (1996)
 AW4842
 AW4842'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4842'RECOVERED IN GOOD CONDITION.
 AW4842
 AW4842                          STATION RECOVERY (2004)
 AW4842
 AW4842'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0913 ***********************************************************************
 CA0913  DESIGNATION -  E 1473
 CA0913  PID         -  CA0913
 CA0913  STATE/COUNTY-  TX/BROWN
 CA0913  USGS QUAD   -  BROWNWOOD (1996)
 CA0913
 CA0913                         *CURRENT SURVEY CONTROL
 CA0913  ___________________________________________________________________
 CA0913* NAD 83(1986)-  31 43 15.     (N)    098 53 42.     (W)     SCALED    
 CA0913* NAVD 88     -       415.873  (meters)    1364.41   (feet)  ADJUSTED  
 CA0913  ___________________________________________________________________
 CA0913  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CA0913  DYNAMIC HT  -         415.331 (meters)    1362.63  (feet)  COMP
 CA0913  MODELED GRAV-     979,324.0   (mgal)                       NAVD 88
 CA0913
 CA0913  VERT ORDER  -  FIRST     CLASS II
 CA0913
 CA0913.The horizontal coordinates were scaled from a topographic map and have
 CA0913.an estimated accuracy of +/- 6 seconds.
 CA0913
 CA0913.The orthometric height was determined by differential leveling
 CA0913.and adjusted by the National Geodetic Survey in June 1991..
 CA0913
 CA0913.The geoid height was determined by GEOID03.
 CA0913
 CA0913.The dynamic height is computed by dividing the NAVD 88
 CA0913.geopotential number by the normal gravity value computed on the
 CA0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0913.degrees latitude (g = 980.6199 gals.).
 CA0913
 CA0913.The modeled gravity was interpolated from observed gravity values.
 CA0913
 CA0913;                    North         East    Units  Estimated Accuracy
 CA0913;SPC TX C     - 3,228,600.      836,310.      MT  (+/- 180 meters Scaled)
 CA0913
 CA0913                          SUPERSEDED SURVEY CONTROL
 CA0913
 CA0913.No superseded survey control is available for this station.
 CA0913
 CA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA099094(NAD 83)
 CA0913_MARKER: DB = BENCH MARK DISK
 CA0913_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CA0913_SP_SET: PIER
 CA0913_STAMPING: E 1473 1983
 CA0913_MARK LOGO: NGS   
 CA0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA0913+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 CA0913
 CA0913  HISTORY     - Date     Condition        Report By
 CA0913  HISTORY     - 1983     MONUMENTED       NGS
 CA0913  HISTORY     - 20020730 GOOD             USPSQD
 CA0913
 CA0913                          STATION DESCRIPTION
 CA0913
 CA0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0913'5.3 KM (3.3 MI) SE FROM EARLY.
 CA0913'5.3 KM (3.3 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS JUNCTION
 CA0913'WITH U.S. HIGHWAY 67 AND 377 IN EARLY, SET VERTICALLY IN THE SOUTHEAST
 CA0913'FACE OF THE MOST SOUTHEASTERLY ONE OF TWO PIERS OF THE SANTA FE
 CA0913'RAILROAD OVERPASS OF THE HIGHWAY AND 6.9 METERS (22.6 FT) SOUTHWEST OF
 CA0913'THE CENTERLINE OF THE HIGHWAY.
 CA0913'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 CA0913
 CA0913                          STATION RECOVERY (2002)
 CA0913
 CA0913'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0939 ***********************************************************************
 CA0939  DESIGNATION -  E 1474
 CA0939  PID         -  CA0939
 CA0939  STATE/COUNTY-  TX/MILLS
 CA0939  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0939
 CA0939                         *CURRENT SURVEY CONTROL
 CA0939  ___________________________________________________________________
 CA0939* NAD 83(1986)-  31 25 07.     (N)    098 33 53.     (W)     SCALED    
 CA0939* NAVD 88     -       463.840  (meters)    1521.78   (feet)  ADJUSTED  
 CA0939  ___________________________________________________________________
 CA0939  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CA0939  DYNAMIC HT  -         463.224 (meters)    1519.76  (feet)  COMP
 CA0939  MODELED GRAV-     979,296.5   (mgal)                       NAVD 88
 CA0939
 CA0939  VERT ORDER  -  FIRST     CLASS II
 CA0939
 CA0939.The horizontal coordinates were scaled from a topographic map and have
 CA0939.an estimated accuracy of +/- 6 seconds.
 CA0939
 CA0939.The orthometric height was determined by differential leveling
 CA0939.and adjusted by the National Geodetic Survey in June 1991..
 CA0939
 CA0939.The geoid height was determined by GEOID03.
 CA0939
 CA0939.The dynamic height is computed by dividing the NAVD 88
 CA0939.geopotential number by the normal gravity value computed on the
 CA0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0939.degrees latitude (g = 980.6199 gals.).
 CA0939
 CA0939.The modeled gravity was interpolated from observed gravity values.
 CA0939
 CA0939;                    North         East    Units  Estimated Accuracy
 CA0939;SPC TX C     - 3,195,550.      868,150.      MT  (+/- 180 meters Scaled)
 CA0939
 CA0939                          SUPERSEDED SURVEY CONTROL
 CA0939
 CA0939.No superseded survey control is available for this station.
 CA0939
 CA0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV413760(NAD 83)
 CA0939_MARKER: I = METAL ROD
 CA0939_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0939_SP_SET: STAINLESS STEEL ROD
 CA0939_STAMPING: E 1474 1983
 CA0939_MARK LOGO: NGS   
 CA0939_PROJECTION: FLUSH
 CA0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0939+STABILITY: POSITION/ELEVATION WELL
 CA0939_ROD/PIPE-DEPTH: 4.3  meters
 CA0939
 CA0939  HISTORY     - Date     Condition        Report By
 CA0939  HISTORY     - 1983     MONUMENTED       NGS
 CA0939
 CA0939                          STATION DESCRIPTION
 CA0939
 CA0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0939'3.7 KM (2.25 MI) SE FROM GOLDTHWAITE.
 CA0939'0.2 KM (0.1 MI) EAST ALONG FOURTH STREET FROM THE COURTHOUSE IN
 CA0939'GOLDTHWAITE, THENCE 3.5 KM (2.15 MI) SOUTHEASTERLY ALONG THE SANTA FE
 CA0939'RAILROAD, 0.2 KM (0.1 MI) NORTH OF MILEPOST 311 AND 13.4 METERS (44.0
 CA0939'FT) EAST OF THE NEAR RAIL.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH
 CA0939'A 5-INCH LOGO CAP.
 CA0939'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CA0939'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0963 ***********************************************************************
 CA0963  DESIGNATION -  E 1475
 CA0963  PID         -  CA0963
 CA0963  STATE/COUNTY-  TX/LAMPASAS
 CA0963  USGS QUAD   -  KEMPNER (1954)
 CA0963
 CA0963                         *CURRENT SURVEY CONTROL
 CA0963  ___________________________________________________________________
 CA0963* NAD 83(1986)-  31 03 58.     (N)    098 03 31.     (W)     SCALED    
 CA0963* NAVD 88     -       311.873  (meters)    1023.20   (feet)  ADJUSTED  
 CA0963  ___________________________________________________________________
 CA0963  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CA0963  DYNAMIC HT  -         311.459 (meters)    1021.85  (feet)  COMP
 CA0963  MODELED GRAV-     979,302.7   (mgal)                       NAVD 88
 CA0963
 CA0963  VERT ORDER  -  FIRST     CLASS II
 CA0963
 CA0963.The horizontal coordinates were scaled from a topographic map and have
 CA0963.an estimated accuracy of +/- 6 seconds.
 CA0963
 CA0963.The orthometric height was determined by differential leveling
 CA0963.and adjusted by the National Geodetic Survey in June 1991..
 CA0963
 CA0963.The geoid height was determined by GEOID03.
 CA0963
 CA0963.The dynamic height is computed by dividing the NAVD 88
 CA0963.geopotential number by the normal gravity value computed on the
 CA0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0963.degrees latitude (g = 980.6199 gals.).
 CA0963
 CA0963.The modeled gravity was interpolated from observed gravity values.
 CA0963
 CA0963;                    North         East    Units  Estimated Accuracy
 CA0963;SPC TX C     - 3,157,360.      917,060.      MT  (+/- 180 meters Scaled)
 CA0963
 CA0963                          SUPERSEDED SURVEY CONTROL
 CA0963
 CA0963.No superseded survey control is available for this station.
 CA0963
 CA0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV898373(NAD 83)
 CA0963_MARKER: I = METAL ROD
 CA0963_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0963+WITH SETTING: INFORMATION.
 CA0963_SP_SET: SHALLOW SET METAL ROD
 CA0963_STAMPING: E 1475 1983
 CA0963_MARK LOGO: NGS   
 CA0963_PROJECTION: FLUSH
 CA0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0963_ROD/PIPE-DEPTH: 1.5  meters
 CA0963
 CA0963  HISTORY     - Date     Condition        Report By
 CA0963  HISTORY     - 1983     MONUMENTED       NGS
 CA0963  HISTORY     - 20020420 GOOD             USPSQD
 CA0963
 CA0963                          STATION DESCRIPTION
 CA0963
 CA0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0963'14.3 KM (8.9 MI) EAST FROM LAMPASAS.
 CA0963'0.4 KM (0.25 MI) WEST ALONG EAST SECOND STREET FROM THE SANTA FE
 CA0963'RAILROAD STATION IN LAMPASAS, THENCE 13.9 KM (8.65 MI) EASTERLY ALONG
 CA0963'U.S. HIGHWAY 190, 31.1 METERS (102.0 FT) NORTHWEST OF THE CENTERLINE
 CA0963'OF THE HIGHWAY, 15.4 METERS (50.5 FT) NORTH OF A UTILITY POLE, 1.2
 CA0963'METERS (3.9 FT) NORTHEAST OF A CHAIN LINK FENCE AND 0.4 METER (1.3 FT)
 CA0963'SOUTHEAST OF A TIN FENCE.  NOTE, REFUSAL WAS REACHED AT 5.0 FT.
 CA0963'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0963'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 CA0963'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0963
 CA0963                          STATION RECOVERY (2002)
 CA0963
 CA0963'RECOVERY NOTE BY US POWER SQUADRON 2002 (JP)
 CA0963'ORIGINAL DESCRIPTION IS GOOD, HOWEVER, TIN FENCE HAS BEEN REPLACED
 CA0963'WITH A WOODEN FENCE AND LOGO CAP IS NOW ABOUT .6 FT BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2452 ***********************************************************************
 CS2452  DESIGNATION -  E 1476
 CS2452  PID         -  CS2452
 CS2452  STATE/COUNTY-  TX/HILL
 CS2452  USGS QUAD   -  HILLSBORO WEST (1976)
 CS2452
 CS2452                         *CURRENT SURVEY CONTROL
 CS2452  ___________________________________________________________________
 CS2452* NAD 83(1986)-  32 03 04.     (N)    097 07 36.     (W)     SCALED    
 CS2452* NAVD 88     -       191.410  (meters)     627.98   (feet)  ADJUSTED  
 CS2452  ___________________________________________________________________
 CS2452  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CS2452  DYNAMIC HT  -         191.174 (meters)     627.21  (feet)  COMP
 CS2452  MODELED GRAV-     979,405.7   (mgal)                       NAVD 88
 CS2452
 CS2452  VERT ORDER  -  FIRST     CLASS II
 CS2452
 CS2452.The horizontal coordinates were scaled from a topographic map and have
 CS2452.an estimated accuracy of +/- 6 seconds.
 CS2452
 CS2452.The orthometric height was determined by differential leveling
 CS2452.and adjusted by the National Geodetic Survey in June 1991..
 CS2452
 CS2452.The geoid height was determined by GEOID03.
 CS2452
 CS2452.The dynamic height is computed by dividing the NAVD 88
 CS2452.geopotential number by the normal gravity value computed on the
 CS2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2452.degrees latitude (g = 980.6199 gals.).
 CS2452
 CS2452.The modeled gravity was interpolated from observed gravity values.
 CS2452
 CS2452;                    North         East    Units  Estimated Accuracy
 CS2452;SPC TXNC     - 2,043,480.      729,700.      MT  (+/- 180 meters Scaled)
 CS2452
 CS2452                          SUPERSEDED SURVEY CONTROL
 CS2452
 CS2452.No superseded survey control is available for this station.
 CS2452
 CS2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA768476(NAD 83)
 CS2452_MARKER: I = METAL ROD
 CS2452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2452_SP_SET: STAINLESS STEEL ROD
 CS2452_STAMPING: E 1476 1983
 CS2452_MARK LOGO: NGS   
 CS2452_PROJECTION: FLUSH
 CS2452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2452+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 CS2452_ROD/PIPE-DEPTH: 4.6  meters
 CS2452
 CS2452  HISTORY     - Date     Condition        Report By
 CS2452  HISTORY     - 1983     MONUMENTED       NGS
 CS2452  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CS2452  HISTORY     - 20030430 GOOD             NGS
 CS2452
 CS2452                          STATION DESCRIPTION
 CS2452
 CS2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2452'4.7 KM (2.9 MI) NORTH FROM HILLSBORO.
 CS2452'4.7 KM (2.9 MI) NORTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS
 CS2452'RAILROAD FROM THE RAILROAD STATION IN HILLSBORO, 53.9 METERS (176.8
 CS2452'FT) SOUTH OF MILEPOST 809, 37.8 METERS (124.0 FT) SOUTHWEST OF THE
 CS2452'CENTER OF A GRAVELED ROAD, 8.7 METERS (28.5 FT) EAST OF THE NEAR RAIL
 CS2452'AND 0.8 METERS (2.6 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CS2452'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2452'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CS2452'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CS2452
 CS2452                          STATION RECOVERY (1995)
 CS2452
 CS2452'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2452'MARK NOT FOUND.
 CS2452
 CS2452                          STATION RECOVERY (2003)
 CS2452
 CS2452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 CS2452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2480 ***********************************************************************
 CS2480  DESIGNATION -  E 1477
 CS2480  PID         -  CS2480
 CS2480  STATE/COUNTY-  TX/TARRANT
 CS2480  USGS QUAD   -  BURLESON (1981)
 CS2480
 CS2480                         *CURRENT SURVEY CONTROL
 CS2480  ___________________________________________________________________
 CS2480* NAD 83(1986)-  32 34 18.     (N)    097 19 07.     (W)     SCALED    
 CS2480* NAVD 88     -       224.219  (meters)     735.63   (feet)  ADJUSTED  
 CS2480  ___________________________________________________________________
 CS2480  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS2480  DYNAMIC HT  -         223.952 (meters)     734.75  (feet)  COMP
 CS2480  MODELED GRAV-     979,440.7   (mgal)                       NAVD 88
 CS2480
 CS2480  VERT ORDER  -  FIRST     CLASS II
 CS2480
 CS2480.The horizontal coordinates were scaled from a topographic map and have
 CS2480.an estimated accuracy of +/- 6 seconds.
 CS2480
 CS2480.The orthometric height was determined by differential leveling
 CS2480.and adjusted by the National Geodetic Survey in June 1991..
 CS2480
 CS2480.The geoid height was determined by GEOID03.
 CS2480
 CS2480.The dynamic height is computed by dividing the NAVD 88
 CS2480.geopotential number by the normal gravity value computed on the
 CS2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2480.degrees latitude (g = 980.6199 gals.).
 CS2480
 CS2480.The modeled gravity was interpolated from observed gravity values.
 CS2480
 CS2480;                    North         East    Units  Estimated Accuracy
 CS2480;SPC TXNC     - 2,100,980.      710,920.      MT  (+/- 180 meters Scaled)
 CS2480
 CS2480                          SUPERSEDED SURVEY CONTROL
 CS2480
 CS2480.No superseded survey control is available for this station.
 CS2480
 CS2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB578050(NAD 83)
 CS2480_MARKER: DV = VERTICAL CONTROL DISK
 CS2480_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2480_SP_SET: BRIDGE ABUTMENT
 CS2480_STAMPING: E 1477 1983
 CS2480_MARK LOGO: NGS   
 CS2480_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS2480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2480
 CS2480  HISTORY     - Date     Condition        Report By
 CS2480  HISTORY     - 1983     MONUMENTED       NGS
 CS2480  HISTORY     - 19860423 GOOD             NGS
 CS2480  HISTORY     - 1990     GOOD             USPSQD
 CS2480  HISTORY     - 19960301 GOOD             USPSQD
 CS2480  HISTORY     - 20041023 GOOD             USPSQD
 CS2480
 CS2480                          STATION DESCRIPTION
 CS2480
 CS2480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2480'10.5 KM (6.5 MI) SOUTH FROM FORT WORTH.
 CS2480'10.5 KM (6.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS2480'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, IN TOP OF AND 0.1 METER (0.3
 CS2480'FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 CS2480'MCALISTER ROAD OVERPASS, 34.4 METERS (112.9 FT) EAST OF THE CENTER OF
 CS2480'THE NORTH BOUND LANES OF THE HIGHWAY AND 9.8 METERS (32.2 FT) SOUTH OF
 CS2480'THE CENTERLINE OF THE ROAD.
 CS2480'THE MARK IS 1.3 M BELOW THE ROAD.
 CS2480
 CS2480                          STATION RECOVERY (1986)
 CS2480
 CS2480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RHK)
 CS2480'RECOVERED AS DESCRIBED.
 CS2480
 CS2480                          STATION RECOVERY (1990)
 CS2480
 CS2480'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS2480'RECOVERED IN GOOD CONDITION.
 CS2480
 CS2480                          STATION RECOVERY (1996)
 CS2480
 CS2480'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2480'RECOVERED IN GOOD CONDITION.
 CS2480
 CS2480                          STATION RECOVERY (2004)
 CS2480
 CS2480'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS2480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2449 ***********************************************************************
 CS2449  DESIGNATION -  E 1478
 CS2449  PID         -  CS2449
 CS2449  STATE/COUNTY-  TX/PARKER
 CS2449  USGS QUAD   -  BROCK (1976)
 CS2449
 CS2449                         *CURRENT SURVEY CONTROL
 CS2449  ___________________________________________________________________
 CS2449* NAD 83(1986)-  32 42 29.     (N)    097 56 31.     (W)     SCALED    
 CS2449* NAVD 88     -       277.204  (meters)     909.46   (feet)  ADJUSTED  
 CS2449  ___________________________________________________________________
 CS2449  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CS2449  DYNAMIC HT  -         276.864 (meters)     908.34  (feet)  COMP
 CS2449  MODELED GRAV-     979,405.3   (mgal)                       NAVD 88
 CS2449
 CS2449  VERT ORDER  -  FIRST     CLASS II
 CS2449
 CS2449.The horizontal coordinates were scaled from a topographic map and have
 CS2449.an estimated accuracy of +/- 6 seconds.
 CS2449
 CS2449.The orthometric height was determined by differential leveling
 CS2449.and adjusted by the National Geodetic Survey in June 1991..
 CS2449
 CS2449.The geoid height was determined by GEOID03.
 CS2449
 CS2449.The dynamic height is computed by dividing the NAVD 88
 CS2449.geopotential number by the normal gravity value computed on the
 CS2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2449.degrees latitude (g = 980.6199 gals.).
 CS2449
 CS2449.The modeled gravity was interpolated from observed gravity values.
 CS2449
 CS2449;                    North         East    Units  Estimated Accuracy
 CS2449;SPC TXNC     - 2,115,620.      652,320.      MT  (+/- 180 meters Scaled)
 CS2449
 CS2449                          SUPERSEDED SURVEY CONTROL
 CS2449
 CS2449.No superseded survey control is available for this station.
 CS2449
 CS2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB991194(NAD 83)
 CS2449_MARKER: I = METAL ROD
 CS2449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2449_SP_SET: STAINLESS STEEL ROD
 CS2449_STAMPING: E 1478 1983
 CS2449_MARK LOGO: NGS   
 CS2449_PROJECTION: FLUSH
 CS2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2449_ROD/PIPE-DEPTH: 7.6  meters
 CS2449
 CS2449  HISTORY     - Date     Condition        Report By
 CS2449  HISTORY     - 1983     MONUMENTED       NGS
 CS2449  HISTORY     - 19910527 GOOD             USPSQD
 CS2449  HISTORY     - 19950820 GOOD             USPSQD
 CS2449  HISTORY     - 19970524 POOR             USPSQD
 CS2449  HISTORY     - 20020316 POOR             USPSQD
 CS2449  HISTORY     - 20040327 GOOD             USPSQD
 CS2449
 CS2449                          STATION DESCRIPTION
 CS2449
 CS2449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2449'14.7 KM (9.15 MI) WEST FROM WEATHERFORD.
 CS2449'14.7 KM (9.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2449'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 68.5 METERS (224.7 FT)
 CS2449'NORTHEAST OF MILEPOST 399, 53.6 METERS (175.9 FT) NORTH OF THE
 CS2449'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 14.9 METERS (48.9
 CS2449'FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD, 14.9 METERS (48.9 FT)
 CS2449'WEST OF THE CENTER OF A PAVED ROAD LEADING NORTH AND 1.7 METERS (5.6
 CS2449'FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CS2449'A 5-INCH LOGO CAP.
 CS2449'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CS2449'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CS2449
 CS2449                          STATION RECOVERY (1991)
 CS2449
 CS2449'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2449'RECOVERED IN GOOD CONDITION.
 CS2449
 CS2449                          STATION RECOVERY (1995)
 CS2449
 CS2449'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2449'RECOVERED IN GOOD CONDITION.
 CS2449
 CS2449                          STATION RECOVERY (1997)
 CS2449
 CS2449'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2449'MARK RECOVERED IN POOR CONDITION.
 CS2449
 CS2449                          STATION RECOVERY (2002)
 CS2449
 CS2449'RECOVERY NOTE BY US POWER SQUADRON 2002 (WS)
 CS2449'MARK RECOVERED IN POOR CONDITION.
 CS2449
 CS2449                          STATION RECOVERY (2004)
 CS2449
 CS2449'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0911 ***********************************************************************
 CT0911  DESIGNATION -  E 1479
 CT0911  PID         -  CT0911
 CT0911  STATE/COUNTY-  TX/PALO PINTO
 CT0911  USGS QUAD   -  GORDON (1984)
 CT0911
 CT0911                         *CURRENT SURVEY CONTROL
 CT0911  ___________________________________________________________________
 CT0911* NAD 83(1986)-  32 33 05.     (N)    098 16 16.     (W)     SCALED    
 CT0911* NAVD 88     -       281.814  (meters)     924.58   (feet)  ADJUSTED  
 CT0911  ___________________________________________________________________
 CT0911  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CT0911  DYNAMIC HT  -         281.466 (meters)     923.44  (feet)  COMP
 CT0911  MODELED GRAV-     979,395.6   (mgal)                       NAVD 88
 CT0911
 CT0911  VERT ORDER  -  FIRST     CLASS II
 CT0911
 CT0911.The horizontal coordinates were scaled from a topographic map and have
 CT0911.an estimated accuracy of +/- 6 seconds.
 CT0911
 CT0911.The orthometric height was determined by differential leveling
 CT0911.and adjusted by the National Geodetic Survey in June 1991..
 CT0911
 CT0911.The geoid height was determined by GEOID03.
 CT0911
 CT0911.The dynamic height is computed by dividing the NAVD 88
 CT0911.geopotential number by the normal gravity value computed on the
 CT0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0911.degrees latitude (g = 980.6199 gals.).
 CT0911
 CT0911.The modeled gravity was interpolated from observed gravity values.
 CT0911
 CT0911;                    North         East    Units  Estimated Accuracy
 CT0911;SPC TXNC     - 2,098,130.      621,500.      MT  (+/- 180 meters Scaled)
 CT0911
 CT0911                          SUPERSEDED SURVEY CONTROL
 CT0911
 CT0911.No superseded survey control is available for this station.
 CT0911
 CT0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB684017(NAD 83)
 CT0911_MARKER: DB = BENCH MARK DISK
 CT0911_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0911_SP_SET: ABUTMENT
 CT0911_STAMPING: E 1479 1983
 CT0911_MARK LOGO: NGS   
 CT0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0911
 CT0911  HISTORY     - Date     Condition        Report By
 CT0911  HISTORY     - 1983     MONUMENTED       NGS
 CT0911  HISTORY     - 19980822 GOOD             USPSQD
 CT0911  HISTORY     - 20020316 GOOD             USPSQD
 CT0911  HISTORY     - 20040327 GOOD             USPSQD
 CT0911
 CT0911                          STATION DESCRIPTION
 CT0911
 CT0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0911'42.8 KM (26.6 MI) EAST FROM RANGER.
 CT0911'42.8 KM (26.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0911'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN TOP OF AND 0.1 METER (0.3
 CT0911'FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF BLUE FLAT
 CT0911'ROAD OVERPASS OVER THE HIGHWAY (EXIT 376), 28.6 METERS (93.8 FT)
 CT0911'NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 CT0911'HIGHWAY AND 4.6 METERS (15.1 FT) EAST OF THE CENTERLINE OF THE ROAD.
 CT0911'THE MARK IS 1.1 M BELOW THE ROAD.
 CT0911
 CT0911                          STATION RECOVERY (1998)
 CT0911
 CT0911'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0911'RECOVERED IN GOOD CONDITION.
 CT0911
 CT0911                          STATION RECOVERY (2002)
 CT0911
 CT0911'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0911'RECOVERED IN GOOD CONDITION.
 CT0911
 CT0911                          STATION RECOVERY (2004)
 CT0911
 CT0911'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0041 ***********************************************************************
 AZ0041  DESIGNATION -  E 148
 AZ0041  PID         -  AZ0041
 AZ0041  STATE/COUNTY-  TX/REAL
 AZ0041  USGS QUAD   -  CAMP WOOD (1973)
 AZ0041
 AZ0041                         *CURRENT SURVEY CONTROL
 AZ0041  ___________________________________________________________________
 AZ0041* NAD 83(1986)-  29 42 33.     (N)    100 01 45.     (W)     SCALED    
 AZ0041* NAVD 88     -       459.477  (meters)    1507.47   (feet)  ADJUSTED  
 AZ0041  ___________________________________________________________________
 AZ0041  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 AZ0041  DYNAMIC HT  -         458.799 (meters)    1505.24  (feet)  COMP
 AZ0041  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 AZ0041
 AZ0041  VERT ORDER  -  SECOND    CLASS 0
 AZ0041
 AZ0041.The horizontal coordinates were scaled from a topographic map and have
 AZ0041.an estimated accuracy of +/- 6 seconds.
 AZ0041
 AZ0041.The orthometric height was determined by differential leveling
 AZ0041.and adjusted by the National Geodetic Survey in June 1991..
 AZ0041
 AZ0041.The geoid height was determined by GEOID03.
 AZ0041
 AZ0041.The dynamic height is computed by dividing the NAVD 88
 AZ0041.geopotential number by the normal gravity value computed on the
 AZ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0041.degrees latitude (g = 980.6199 gals.).
 AZ0041
 AZ0041.The modeled gravity was interpolated from observed gravity values.
 AZ0041
 AZ0041;                    North         East    Units  Estimated Accuracy
 AZ0041;SPC TXSC     - 4,208,330.      500,420.      MT  (+/- 180 meters Scaled)
 AZ0041
 AZ0041                          SUPERSEDED SURVEY CONTROL
 AZ0041
 AZ0041  NGVD 29 (??/??/92)  459.411  (m)         1507.25   (f) ADJ UNCH    2 0
 AZ0041
 AZ0041.Superseded values are not recommended for survey control.
 AZ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0041.See file dsdata.txt to determine how the superseded data were derived.
 AZ0041
 AZ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT004870(NAD 83)
 AZ0041_MARKER: DB = BENCH MARK DISK
 AZ0041_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0041_SP_SET: LEDGE
 AZ0041_STAMPING: E 148 1939
 AZ0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0041+STABILITY: POSITION/ELEVATION WELL
 AZ0041
 AZ0041  HISTORY     - Date     Condition        Report By
 AZ0041  HISTORY     - 1939     MONUMENTED       CGS
 AZ0041  HISTORY     - 1940     GOOD             NGS
 AZ0041  HISTORY     - 1973     MARK NOT FOUND   USGS
 AZ0041
 AZ0041                          STATION DESCRIPTION
 AZ0041
 AZ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0041'3.1 MI NW FROM CAMP WOOD.
 AZ0041'3.1 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE UVALDE AND
 AZ0041'NORTHERN RAILWAY STATION AT CAMP WOOD, REAL COUNTY, 100 YARDS
 AZ0041'NORTHEAST OF A FARMHOUSE, 18 FEET EAST OF THE CENTERLINE OF THE
 AZ0041'HIGHWAY, JUST NORTH OF A GATE WEST OF THE HIGHWAY, IN A LEDGE, AND 2
 AZ0041'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 148 1939.
 AZ0041
 AZ0041                          STATION RECOVERY (1973)
 AZ0041
 AZ0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AZ0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0927 ***********************************************************************
 CT0927  DESIGNATION -  E 1480
 CT0927  PID         -  CT0927
 CT0927  STATE/COUNTY-  TX/EASTLAND
 CT0927  USGS QUAD   -  BEAR MOUNTAIN (1987)
 CT0927
 CT0927                         *CURRENT SURVEY CONTROL
 CT0927  ___________________________________________________________________
 CT0927* NAD 83(1986)-  32 29 16.     (N)    098 33 16.     (W)     SCALED    
 CT0927* NAVD 88     -       430.903  (meters)    1413.72   (feet)  ADJUSTED  
 CT0927  ___________________________________________________________________
 CT0927  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CT0927  DYNAMIC HT  -         430.353 (meters)    1411.92  (feet)  COMP
 CT0927  MODELED GRAV-     979,351.1   (mgal)                       NAVD 88
 CT0927
 CT0927  VERT ORDER  -  FIRST     CLASS II
 CT0927
 CT0927.The horizontal coordinates were scaled from a topographic map and have
 CT0927.an estimated accuracy of +/- 6 seconds.
 CT0927
 CT0927.The orthometric height was determined by differential leveling
 CT0927.and adjusted by the National Geodetic Survey in June 1991..
 CT0927
 CT0927.The geoid height was determined by GEOID03.
 CT0927
 CT0927.The dynamic height is computed by dividing the NAVD 88
 CT0927.geopotential number by the normal gravity value computed on the
 CT0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0927.degrees latitude (g = 980.6199 gals.).
 CT0927
 CT0927.The modeled gravity was interpolated from observed gravity values.
 CT0927
 CT0927;                    North         East    Units  Estimated Accuracy
 CT0927;SPC TXNC     - 2,091,060.      594,880.      MT  (+/- 180 meters Scaled)
 CT0927
 CT0927                          SUPERSEDED SURVEY CONTROL
 CT0927
 CT0927.No superseded survey control is available for this station.
 CT0927
 CT0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA418945(NAD 83)
 CT0927_MARKER: DB = BENCH MARK DISK
 CT0927_SETTING: 66 = SET IN ROCK OUTCROP
 CT0927_SP_SET: ROCK OUTCROP
 CT0927_STAMPING: E 1480 1983
 CT0927_MARK LOGO: NGS   
 CT0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0927
 CT0927  HISTORY     - Date     Condition        Report By
 CT0927  HISTORY     - 1983     MONUMENTED       NGS
 CT0927  HISTORY     - 20020316 GOOD             USPSQD
 CT0927
 CT0927                          STATION DESCRIPTION
 CT0927
 CT0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0927'14.7 KM (9.15 MI) EAST FROM RANGER.
 CT0927'14.7 KM (9.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0927'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN THE CENTER OF A 2- BY 4-FT
 CT0927'EXPOSED AREA OF BEDROCK NEAR THE WEST END OF A HIGHWAY CUT, 98.1
 CT0927'METERS (321.8 FT) EAST OF MILEPOST 359, 33.9 METERS (111.2 FT) SOUTH
 CT0927'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CT0927'THE MARK IS 2.0 METERS  N FROM  A WITNESS POST AND FENCE
 CT0927'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0927
 CT0927                          STATION RECOVERY (2002)
 CT0927
 CT0927'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0952 ***********************************************************************
 CT0952  DESIGNATION -  E 1481
 CT0952  PID         -  CT0952
 CT0952  STATE/COUNTY-  TX/CALLAHAN
 CT0952  USGS QUAD   -  PUTNAM NORTH (1966)
 CT0952
 CT0952                         *CURRENT SURVEY CONTROL
 CT0952  ___________________________________________________________________
 CT0952* NAD 83(1986)-  32 22 32.     (N)    099 14 56.     (W)     SCALED    
 CT0952* NAVD 88     -       456.638  (meters)    1498.15   (feet)  ADJUSTED  
 CT0952  ___________________________________________________________________
 CT0952  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CT0952  DYNAMIC HT  -         456.047 (meters)    1496.21  (feet)  COMP
 CT0952  MODELED GRAV-     979,331.7   (mgal)                       NAVD 88
 CT0952
 CT0952  VERT ORDER  -  FIRST     CLASS II
 CT0952
 CT0952.The horizontal coordinates were scaled from a topographic map and have
 CT0952.an estimated accuracy of +/- 6 seconds.
 CT0952
 CT0952.The orthometric height was determined by differential leveling
 CT0952.and adjusted by the National Geodetic Survey in June 1991..
 CT0952
 CT0952.The geoid height was determined by GEOID03.
 CT0952
 CT0952.The dynamic height is computed by dividing the NAVD 88
 CT0952.geopotential number by the normal gravity value computed on the
 CT0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0952.degrees latitude (g = 980.6199 gals.).
 CT0952
 CT0952.The modeled gravity was interpolated from observed gravity values.
 CT0952
 CT0952;                    North         East    Units  Estimated Accuracy
 CT0952;SPC TXNC     - 2,078,860.      529,530.      MT  (+/- 180 meters Scaled)
 CT0952
 CT0952                          SUPERSEDED SURVEY CONTROL
 CT0952
 CT0952.No superseded survey control is available for this station.
 CT0952
 CT0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA765820(NAD 83)
 CT0952_MARKER: DB = BENCH MARK DISK
 CT0952_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0952_SP_SET: PIER
 CT0952_STAMPING: E 1481 1983
 CT0952_MARK LOGO: NGS   
 CT0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0952+STABILITY: POSITION/ELEVATION WELL
 CT0952
 CT0952  HISTORY     - Date     Condition        Report By
 CT0952  HISTORY     - 1983     MONUMENTED       NGS
 CT0952
 CT0952                          STATION DESCRIPTION
 CT0952
 CT0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0952'48.8 KM (30.3 MI) EAST FROM ABILENE.
 CT0952'34.4 KM (21.35 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0952'THE RAILROAD STATION IN ABILENE, THENCE 1.3 KM (0.8 MI) NORTH ALONG
 CT0952'U.S. HIGHWAY 283, THENCE 13.1 KM (8.15 MI) EASTERLY ALONG INTERSTATE
 CT0952'HIGHWAY 20, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY 1 OF
 CT0952'3 PIERS OF THE BRUSHY CREEK ROAD OVERPASS OVER THE HIGHWAY (EXIT 316)
 CT0952'AND 10.0 METERS (32.8 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 CT0952'LANES OF THE HIGHWAY.
 CT0952'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0631 ***********************************************************************
 DO0631  DESIGNATION -  E 1482
 DO0631  PID         -  DO0631
 DO0631  STATE/COUNTY-  TX/CLAY
 DO0631  USGS QUAD   -  JOLLY (1972)
 DO0631
 DO0631                         *CURRENT SURVEY CONTROL
 DO0631  ___________________________________________________________________
 DO0631* NAD 83(1986)-  33 51 42.     (N)    098 19 50.     (W)     SCALED    
 DO0631* NAVD 88     -       288.293  (meters)     945.84   (feet)  ADJUSTED  
 DO0631  ___________________________________________________________________
 DO0631  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DO0631  DYNAMIC HT  -         287.976 (meters)     944.80  (feet)  COMP
 DO0631  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 DO0631
 DO0631  VERT ORDER  -  FIRST     CLASS II
 DO0631
 DO0631.The horizontal coordinates were scaled from a topographic map and have
 DO0631.an estimated accuracy of +/- 6 seconds.
 DO0631
 DO0631.The orthometric height was determined by differential leveling
 DO0631.and adjusted by the National Geodetic Survey in June 1991..
 DO0631
 DO0631.The geoid height was determined by GEOID03.
 DO0631
 DO0631.The dynamic height is computed by dividing the NAVD 88
 DO0631.geopotential number by the normal gravity value computed on the
 DO0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0631.degrees latitude (g = 980.6199 gals.).
 DO0631
 DO0631.The modeled gravity was interpolated from observed gravity values.
 DO0631
 DO0631;                    North         East    Units  Estimated Accuracy
 DO0631;SPC TXNC     - 2,243,430.      615,680.      MT  (+/- 180 meters Scaled)
 DO0631
 DO0631                          SUPERSEDED SURVEY CONTROL
 DO0631
 DO0631.No superseded survey control is available for this station.
 DO0631
 DO0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC619470(NAD 83)
 DO0631_MARKER: I = METAL ROD
 DO0631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO0631_SP_SET: STAINLESS STEEL ROD
 DO0631_STAMPING: E 1482 1984
 DO0631_MARK LOGO: NGS   
 DO0631_PROJECTION: FLUSH
 DO0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0631_ROD/PIPE-DEPTH: 4.9  meters
 DO0631
 DO0631  HISTORY     - Date     Condition        Report By
 DO0631  HISTORY     - 1984     MONUMENTED       NGS
 DO0631
 DO0631                          STATION DESCRIPTION
 DO0631
 DO0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0631'15.9 KM (9.9 MI) SE FROM WICHITA FALLS.
 DO0631'15.9 KM (9.9 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0631'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, 28.9 METERS
 DO0631'(94.8 FT) SOUTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD, 11.5 METERS
 DO0631'(37.7 FT) NORTH OF THE NEAR RAIL, AND 1.6 METERS (5.2 FT) SOUTHEAST OF
 DO0631'UTILITY POLE NUMBER 370.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 DO0631'5-INCH LOGO CAP.
 DO0631'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DO0631'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0521 ***********************************************************************
 EM0521  DESIGNATION -  E 1483
 EM0521  PID         -  EM0521
 EM0521  STATE/COUNTY-  TX/WICHITA
 EM0521  USGS QUAD   -  ELECTRA (1991)
 EM0521
 EM0521                         *CURRENT SURVEY CONTROL
 EM0521  ___________________________________________________________________
 EM0521* NAD 83(1986)-  34 00 56.     (N)    098 53 17.     (W)     SCALED    
 EM0521* NAVD 88     -       346.902  (meters)    1138.13   (feet)  ADJUSTED  
 EM0521  ___________________________________________________________________
 EM0521  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 EM0521  DYNAMIC HT  -         346.519 (meters)    1136.87  (feet)  COMP
 EM0521  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 EM0521
 EM0521  VERT ORDER  -  FIRST     CLASS II
 EM0521
 EM0521.The horizontal coordinates were scaled from a topographic map and have
 EM0521.an estimated accuracy of +/- 6 seconds.
 EM0521
 EM0521.The orthometric height was determined by differential leveling
 EM0521.and adjusted by the National Geodetic Survey in June 1991..
 EM0521
 EM0521.The geoid height was determined by GEOID03.
 EM0521
 EM0521.The dynamic height is computed by dividing the NAVD 88
 EM0521.geopotential number by the normal gravity value computed on the
 EM0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0521.degrees latitude (g = 980.6199 gals.).
 EM0521
 EM0521.The modeled gravity was interpolated from observed gravity values.
 EM0521
 EM0521;                    North         East    Units  Estimated Accuracy
 EM0521;SPC TXNC     - 2,260,550.      564,160.      MT  (+/- 180 meters Scaled)
 EM0521
 EM0521                          SUPERSEDED SURVEY CONTROL
 EM0521
 EM0521.No superseded survey control is available for this station.
 EM0521
 EM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC103638(NAD 83)
 EM0521_MARKER: I = METAL ROD
 EM0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0521_SP_SET: STAINLESS STEEL ROD
 EM0521_STAMPING: E 1483 1984
 EM0521_MARK LOGO: NGS   
 EM0521_PROJECTION: FLUSH
 EM0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0521_ROD/PIPE-DEPTH: 3.3  meters
 EM0521
 EM0521  HISTORY     - Date     Condition        Report By
 EM0521  HISTORY     - 1984     MONUMENTED       NGS
 EM0521  HISTORY     - 20010525 GOOD             USPSQD
 EM0521
 EM0521                          STATION DESCRIPTION
 EM0521
 EM0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0521'40.4 KM (25.1 MI) SE FROM VERNON.
 EM0521'40.4 KM (25.1 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0521'FROM THE STATION IN VERNON, OR 40.5 KM (25.15 MI) NORTHWESTERLY ALONG
 EM0521'THE BURLINGTON NORTHERN RAILROAD FROM ITS JUNCTION WITH 7TH STREET IN
 EM0521'WICHITA FALLS, 0.6 KM (0.35 MI) NORTHWEST OF MILEPOST 138, 19.0 METERS
 EM0521'(62.3 FT) NORTHEAST OF A FENCE CORNER, 16.8 METERS (55.1 FT) SOUTHEAST
 EM0521'OF THE CENTER OF A PAVED ROAD, 12.8 METERS (42.0 FT) SOUTHWEST OF THE
 EM0521'NEAR RAIL, AND 1.0 METER (3.3 FT) SOUTHEAST OF A UTILITY POLE.
 EM0521'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EM0521'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EM0521'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 EM0521
 EM0521                          STATION RECOVERY (2001)
 EM0521
 EM0521'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0577 ***********************************************************************
 EN0577  DESIGNATION -  E 1484
 EN0577  PID         -  EN0577
 EN0577  STATE/COUNTY-  TX/CHILDRESS
 EN0577  USGS QUAD   -  CHILDRESS (1981)
 EN0577
 EN0577                         *CURRENT SURVEY CONTROL
 EN0577  ___________________________________________________________________
 EN0577* NAD 83(1986)-  34 24 47.     (N)    100 09 55.     (W)     SCALED    
 EN0577* NAVD 88     -       537.687  (meters)    1764.06   (feet)  ADJUSTED  
 EN0577  ___________________________________________________________________
 EN0577  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 EN0577  DYNAMIC HT  -         537.074 (meters)    1762.05  (feet)  COMP
 EN0577  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 EN0577
 EN0577  VERT ORDER  -  FIRST     CLASS II
 EN0577
 EN0577.The horizontal coordinates were scaled from a topographic map and have
 EN0577.an estimated accuracy of +/- 6 seconds.
 EN0577
 EN0577.The orthometric height was determined by differential leveling
 EN0577.and adjusted by the National Geodetic Survey in June 1991..
 EN0577
 EN0577.The geoid height was determined by GEOID03.
 EN0577
 EN0577.The dynamic height is computed by dividing the NAVD 88
 EN0577.geopotential number by the normal gravity value computed on the
 EN0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0577.degrees latitude (g = 980.6199 gals.).
 EN0577
 EN0577.The modeled gravity was interpolated from observed gravity values.
 EN0577
 EN0577;                    North         East    Units  Estimated Accuracy
 EN0577;SPC TX N     - 1,046,650.      322,710.      MT  (+/- 180 meters Scaled)
 EN0577
 EN0577                          SUPERSEDED SURVEY CONTROL
 EN0577
 EN0577.No superseded survey control is available for this station.
 EN0577
 EN0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD929085(NAD 83)
 EN0577_MARKER: I = METAL ROD
 EN0577_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0577_SP_SET: STAINLESS STEEL ROD
 EN0577_STAMPING: E 1484 1984
 EN0577_MARK LOGO: NGS   
 EN0577_PROJECTION: FLUSH
 EN0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0577_ROD/PIPE-DEPTH: 5.2  meters
 EN0577
 EN0577  HISTORY     - Date     Condition        Report By
 EN0577  HISTORY     - 1984     MONUMENTED       NGS
 EN0577
 EN0577                          STATION DESCRIPTION
 EN0577
 EN0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0577'6.0 KM (3.75 MI) SE FROM CHILDRESS.
 EN0577'6.0 KM (3.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0577'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 0.3 KM (0.2 MI) NORTHWEST
 EN0577'OF A PRIVATE DRIVE LEADING NORTH TO A FARM HOUSE, 22.8 M (74.8 FT)
 EN0577'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EN0577'HIGHWAY, 6.2 M (20.3 FT) NORTHWEST OF A UTILITY POLE AT A UTILITY LINE
 EN0577'CROSSING OF THE HIGHWAY, 5.3 M (17.4 FT) NORTHWEST OF A T-FENCE, AND
 EN0577'2.0 M (6.6 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE.
 EN0577'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0577'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EN0577'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2495 ***********************************************************************
 CS2495  DESIGNATION -  E 1485
 CS2495  PID         -  CS2495
 CS2495  STATE/COUNTY-  TX/TARRANT
 CS2495  USGS QUAD   -  HALTOM CITY (1981)
 CS2495
 CS2495                         *CURRENT SURVEY CONTROL
 CS2495  ___________________________________________________________________
 CS2495* NAD 83(1986)-  32 50 15.     (N)    097 21 35.     (W)     SCALED    
 CS2495* NAVD 88     -       218.222  (meters)     715.95   (feet)  ADJUSTED  
 CS2495  ___________________________________________________________________
 CS2495  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS2495  DYNAMIC HT  -         217.966 (meters)     715.11  (feet)  COMP
 CS2495  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 CS2495
 CS2495  VERT ORDER  -  FIRST     CLASS II
 CS2495
 CS2495.The horizontal coordinates were scaled from a topographic map and have
 CS2495.an estimated accuracy of +/- 6 seconds.
 CS2495
 CS2495.The orthometric height was determined by differential leveling
 CS2495.and adjusted by the National Geodetic Survey in June 1991..
 CS2495
 CS2495.The geoid height was determined by GEOID03.
 CS2495
 CS2495.The dynamic height is computed by dividing the NAVD 88
 CS2495.geopotential number by the normal gravity value computed on the
 CS2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2495.degrees latitude (g = 980.6199 gals.).
 CS2495
 CS2495.The modeled gravity was interpolated from observed gravity values.
 CS2495
 CS2495;                    North         East    Units  Estimated Accuracy
 CS2495;SPC TXNC     - 2,130,410.      706,740.      MT  (+/- 180 meters Scaled)
 CS2495
 CS2495                          SUPERSEDED SURVEY CONTROL
 CS2495
 CS2495.No superseded survey control is available for this station.
 CS2495
 CS2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB535344(NAD 83)
 CS2495_MARKER: DB = BENCH MARK DISK
 CS2495_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2495_SP_SET: PIER
 CS2495_STAMPING: E 1485 1984
 CS2495_MARK LOGO: NGS   
 CS2495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2495+STABILITY: POSITION/ELEVATION WELL
 CS2495
 CS2495  HISTORY     - Date     Condition        Report By
 CS2495  HISTORY     - 1984     MONUMENTED       NGS
 CS2495
 CS2495                          STATION DESCRIPTION
 CS2495
 CS2495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 CS2495'IN FORT WORTH.
 CS2495'IN FORT WORTH, AT THE JUNCTION OF THE SANTA FE RAILROAD AND INTERSTATE
 CS2495'HIGHWAY 820, SET VERTICALLY IN THE CENTER OF THE WEST FACE OF THE MOST
 CS2495'NORTHERLY 1 OF 4 COLUMNS OF THE SECOND PIER EAST OF THE WEST END OF
 CS2495'THE HIGHWAY OVERPASS OVER THE TRACKS, AND 3.0 METERS (5.3 FT) EAST OF
 CS2495'THE NEAR RAIL.
 CS2495'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0939 ***********************************************************************
 DN0939  DESIGNATION -  E 1486
 DN0939  PID         -  DN0939
 DN0939  STATE/COUNTY-  TX/WISE
 DN0939  USGS QUAD   -  SMYRNA (1978)
 DN0939
 DN0939                         *CURRENT SURVEY CONTROL
 DN0939  ___________________________________________________________________
 DN0939* NAD 83(1993)-  33 25 03.75207(N)    097 44 38.87982(W)     ADJUSTED  
 DN0939* NAVD 88     -       283.482  (meters)     930.06   (feet)  ADJUSTED  
 DN0939  ___________________________________________________________________
 DN0939  X           -    -718,122.488 (meters)                     COMP
 DN0939  Y           -  -5,280,710.851 (meters)                     COMP
 DN0939  Z           -   3,492,860.964 (meters)                     COMP
 DN0939  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DN0939  ELLIP HEIGHT-         256.51  (meters)          (10/24/00) GPS OBS
 DN0939  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DN0939  DYNAMIC HT  -         283.168 (meters)     929.03  (feet)  COMP
 DN0939  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 DN0939
 DN0939  HORZ ORDER  -  B
 DN0939  VERT ORDER  -  FIRST     CLASS II
 DN0939  ELLP ORDER  -  FOURTH    CLASS II
 DN0939
 DN0939.The horizontal coordinates were established by GPS observations
 DN0939.and adjusted by the National Geodetic Survey in February 1996..
 DN0939
 DN0939.The orthometric height was determined by differential leveling
 DN0939.and adjusted by the National Geodetic Survey in June 1991..
 DN0939
 DN0939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN0939
 DN0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0939
 DN0939.The ellipsoidal height was determined by GPS observations
 DN0939.and is referenced to NAD 83.
 DN0939
 DN0939.The geoid height was determined by GEOID03.
 DN0939
 DN0939.The dynamic height is computed by dividing the NAVD 88
 DN0939.geopotential number by the normal gravity value computed on the
 DN0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0939.degrees latitude (g = 980.6199 gals.).
 DN0939
 DN0939.The modeled gravity was interpolated from observed gravity values.
 DN0939
 DN0939;                    North         East     Units Scale Factor Converg.
 DN0939;SPC TXNC     - 2,194,427.500   670,295.312   MT  0.99989297   +0 24 44.1
 DN0939;SPC TXNC     - 7,199,550.89  2,199,127.20   sFT  0.99989297   +0 24 44.1
 DN0939;UTM  14      - 3,698,300.593   616,765.614   MT  0.99976809   +0 41 30.2
 DN0939
 DN0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0939!SPC TXNC     -   0.99995973  x   0.99989297  =   0.99985271
 DN0939!UTM  14      -   0.99995973  x   0.99976809  =   0.99972783
 DN0939
 DN0939                          SUPERSEDED SURVEY CONTROL
 DN0939
 DN0939  ELLIP H (02/20/96)  256.57   (m)                       GP(       ) 1 1
 DN0939  NAVD 88 (02/20/96)  283.48   (m)          930.1    (f) LEVELING    3  
 DN0939
 DN0939.Superseded values are not recommended for survey control.
 DN0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0939.See file dsdata.txt to determine how the superseded data were derived.
 DN0939
 DN0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1676698301(NAD 83)
 DN0939_MARKER: I = METAL ROD
 DN0939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN0939_SP_SET: SHALLOW SET METAL ROD
 DN0939_STAMPING: E 1486 1984
 DN0939_MARK LOGO: NGS   
 DN0939_PROJECTION: FLUSH
 DN0939_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0939+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 DN0939_ROD/PIPE-DEPTH: 2.4  meters
 DN0939
 DN0939  HISTORY     - Date     Condition        Report By
 DN0939  HISTORY     - 1984     MONUMENTED       NGS
 DN0939  HISTORY     - 19941201 GOOD             NGS
 DN0939  HISTORY     - 20040728 POOR             JCLS
 DN0939  HISTORY     - 20040728 GOOD             JCLS
 DN0939
 DN0939                          STATION DESCRIPTION
 DN0939
 DN0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0939'19.0 KM (11.8 MI) SE FROM BOWIE.
 DN0939'19.0 KM (11.8 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0939'FROM THE STATION IN BOWIE, 17.9 METERS (58.7 FT) NORTHEAST OF THE
 DN0939'CENTERLINE OF THE NORTHWEST BOUND LANES OF U.S. HIGHWAYS 287 AND 81,
 DN0939'14.8 METERS (48.6 FT) SOUTHWEST OF THE NEAR RAIL, 9.0 METERS (29.5 FT)
 DN0939'SOUTHEAST OF THE CENTER OF A DIRT ROAD AND 0.7 METER (2.3 FT)
 DN0939'SOUTHEAST OF UTILITY POLE NUMBER 7 100 48.  NOTE=ACCESS TO THE DATUM
 DN0939'POINT IS THROUGH A 5-INCH LOGO CAP.
 DN0939'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DN0939'THE MARK IS 1.5 M BELOW THE TRACKS.
 DN0939
 DN0939                          STATION RECOVERY (1994)
 DN0939
 DN0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN0939'THE STATION IS LOCATED ABOUT 19.0 KM (11.80 MI) SOUTHEAST OF BOWIE,
 DN0939'ABOUT 25.7 KM (15.95 MI) NORTHWEST OF DECATUR, AND ON THE NORTEAST
 DN0939'SIDE OF U.S.  HIGHWAYS 81 AND 287.  --OWNERSHIP-- DEPARTMENT OF
 DN0939'TRANSPORTATION PROPERTY.  TO REACH THE STATION FROM THE TEXAS HIGHWAY
 DN0939'101 OVERPASS OF U.S.  HIGHWAYS 81 AND 287 ON THE SOUTHWEST SIDE OF
 DN0939'SUNSET, GO SOUTHEAST ON HIGHWAYS 81 AND 287 FOR 2.3 KM (1.40 MI) TO
 DN0939'THE WISE COUNTY LINE.  CONTINUE STRAIGHT AND GO SOUTHEAST ON HIGHWAYS
 DN0939'81 AND 287 FOR 2.4 KM (1.50 MI) TO A ROAD ON THE RIGHT AND A HIGHWAY
 DN0939'CROSSOVER ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON THE CROSSOVER TO
 DN0939'THE NORTHWEST BOUND LANES.  CROSS THE NORTHWEST BOUND LANES TO A
 DN0939'GRAVEL RAILROAD CROSSING AND THE STATION ON THE RIGHT.  THE STATION IS
 DN0939'A STAINLESS STEEL ROD IN SLEEVE ACCESSED THROUGH A 6-INCH LOGO CAP.
 DN0939'IT IS 17.9 M (58.7 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST
 DN0939'BOUND LANES, 9.0 M (29.5 FT) SOUTHEAST OF THE CENTER OF THE GRAVEL
 DN0939'ROAD, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST. NOTE--ACTUAL ROD
 DN0939'DEPTH UNKNOWN.
 DN0939
 DN0939                          STATION RECOVERY (2004)
 DN0939
 DN0939'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DN0939'THE LOGO CAP AND COLLAR FOR THIS STATION HAS BEEN SHATTERED.  ROD AND
 DN0939'SLEEVE ARE UNDISTURBED.
 DN0939
 DN0939                          STATION RECOVERY (2004)
 DN0939
 DN0939'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 DN0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0549 ***********************************************************************
 EM0549  DESIGNATION -  E 1487
 EM0549  PID         -  EM0549
 EM0549  STATE/COUNTY-  TX/WILBARGER
 EM0549  USGS QUAD   -  TOLBERT (1983)
 EM0549
 EM0549                         *CURRENT SURVEY CONTROL
 EM0549  ___________________________________________________________________
 EM0549* NAD 83(1986)-  34 14 16.     (N)    099 26 45.     (W)     SCALED    
 EM0549* NAVD 88     -       433.756  (meters)    1423.08   (feet)  ADJUSTED  
 EM0549  ___________________________________________________________________
 EM0549  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0549  DYNAMIC HT  -         433.268 (meters)    1421.48  (feet)  COMP
 EM0549  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 EM0549
 EM0549  VERT ORDER  -  FIRST     CLASS II
 EM0549
 EM0549.The horizontal coordinates were scaled from a topographic map and have
 EM0549.an estimated accuracy of +/- 6 seconds.
 EM0549
 EM0549.The orthometric height was determined by differential leveling
 EM0549.and adjusted by the National Geodetic Survey in June 1991..
 EM0549
 EM0549.The geoid height was determined by GEOID03.
 EM0549
 EM0549.The dynamic height is computed by dividing the NAVD 88
 EM0549.geopotential number by the normal gravity value computed on the
 EM0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0549.degrees latitude (g = 980.6199 gals.).
 EM0549
 EM0549.The modeled gravity was interpolated from observed gravity values.
 EM0549
 EM0549;                    North         East    Units  Estimated Accuracy
 EM0549;SPC TXNC     - 2,285,530.      512,860.      MT  (+/- 180 meters Scaled)
 EM0549
 EM0549                          SUPERSEDED SURVEY CONTROL
 EM0549
 EM0549.No superseded survey control is available for this station.
 EM0549
 EM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC589886(NAD 83)
 EM0549_MARKER: DB = BENCH MARK DISK
 EM0549_SETTING: 66 = SET IN ROCK OUTCROP
 EM0549_SP_SET: ROCK OUTCROP
 EM0549_STAMPING: E 1487 1984
 EM0549_MARK LOGO: NGS   
 EM0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0549+STABILITY: POSITION/ELEVATION WELL
 EM0549
 EM0549  HISTORY     - Date     Condition        Report By
 EM0549  HISTORY     - 1984     MONUMENTED       NGS
 EM0549  HISTORY     - 1984     GOOD             NGS
 EM0549
 EM0549                          STATION DESCRIPTION
 EM0549
 EM0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0549'6.7 KM (4.15 MI) SE FROM CHILLICOTHE.
 EM0549'6.7 KM (4.15 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 EM0549'OFFICE IN CHILLICOTHE, IN THE CENTER OF A 7- BY 8-FT EXPOSED AREA OF
 EM0549'BEDROCK IN A HIGHWAY CUT, 26.0 METERS (85.3 FT) NORTHWEST OF THE
 EM0549'SOUTHEAST END OF THE CUT, 13.4 METERS (44.0 FT) SOUTHWEST OF THE
 EM0549'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, AND 4.5 METERS
 EM0549'(14.8 FT) NORTHEAST OF A FENCE.
 EM0549'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EM0549'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 EM0549
 EM0549                          STATION RECOVERY (1984)
 EM0549
 EM0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1283 ***********************************************************************
 GL1283  DESIGNATION -  E 1488
 GL1283  PID         -  GL1283
 GL1283  STATE/COUNTY-  TX/DALLAM
 GL1283  USGS QUAD   -  DALHART WEST (1973)
 GL1283
 GL1283                         *CURRENT SURVEY CONTROL
 GL1283  ___________________________________________________________________
 GL1283* NAD 83(1986)-  36 03 34.     (N)    102 30 51.     (W)     SCALED    
 GL1283* NAVD 88     -      1214.456  (meters)    3984.43   (feet)  ADJUSTED  
 GL1283  ___________________________________________________________________
 GL1283  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 GL1283  DYNAMIC HT  -        1213.046 (meters)    3979.80  (feet)  COMP
 GL1283  MODELED GRAV-     979,429.9   (mgal)                       NAVD 88
 GL1283
 GL1283  VERT ORDER  -  FIRST     CLASS II
 GL1283
 GL1283.The horizontal coordinates were scaled from a topographic map and have
 GL1283.an estimated accuracy of +/- 6 seconds.
 GL1283
 GL1283.The orthometric height was determined by differential leveling
 GL1283.and adjusted by the National Geodetic Survey in June 1991..
 GL1283
 GL1283.The geoid height was determined by GEOID03.
 GL1283
 GL1283.The dynamic height is computed by dividing the NAVD 88
 GL1283.geopotential number by the normal gravity value computed on the
 GL1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1283.degrees latitude (g = 980.6199 gals.).
 GL1283
 GL1283.The modeled gravity was interpolated from observed gravity values.
 GL1283
 GL1283;                    North         East    Units  Estimated Accuracy
 GL1283;SPC TX N     - 1,228,940.      108,630.      MT  (+/- 180 meters Scaled)
 GL1283
 GL1283                          SUPERSEDED SURVEY CONTROL
 GL1283
 GL1283.No superseded survey control is available for this station.
 GL1283
 GL1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV238934(NAD 83)
 GL1283_MARKER: I = METAL ROD
 GL1283_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1283_SP_SET: STAINLESS STEEL ROD
 GL1283_STAMPING: E 1488 1985
 GL1283_MARK LOGO: NGS   
 GL1283_PROJECTION: FLUSH
 GL1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1283+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL1283_ROD/PIPE-DEPTH: 8.5  meters
 GL1283
 GL1283  HISTORY     - Date     Condition        Report By
 GL1283  HISTORY     - 1985     MONUMENTED       NGS
 GL1283  HISTORY     - 20040805 GOOD             USPSQD
 GL1283
 GL1283                          STATION DESCRIPTION
 GL1283
 GL1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1283'IN DALHART.
 GL1283'IN DALHART, AT THE INTERSECTION OF U.S. HIGHWAY 385 AND SEVENTH
 GL1283'STREET, 45.5 M (149.3 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST
 GL1283'BOUND LANES OF THE HIGHWAY, 13.2 M (43.3 FT) SOUTHWEST OF THE NEAR
 GL1283'RAIL, 9.2 M (30.2 FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND
 GL1283'LANES OF THE STREET, AND 1.0 M (3.3 FT) NORTHEAST OF A UTILITY POLE
 GL1283'WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GL1283'LOGO CAP.
 GL1283'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 GL1283'THE MARK IS ABOVE LEVEL WITH THE STREET.
 GL1283
 GL1283                          STATION RECOVERY (2004)
 GL1283
 GL1283'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1283'FOUND WITNESS POST. MARK IS BELOW THE GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0588 ***********************************************************************
 EO0588  DESIGNATION -  E 1489
 EO0588  PID         -  EO0588
 EO0588  STATE/COUNTY-  TX/PARMER
 EO0588  USGS QUAD   -  BOVINA (1980)
 EO0588
 EO0588                         *CURRENT SURVEY CONTROL
 EO0588  ___________________________________________________________________
 EO0588* NAD 83(1986)-  34 31 12.     (N)    102 53 32.     (W)     SCALED    
 EO0588* NAVD 88     -      1242.043  (meters)    4074.94   (feet)  ADJUSTED  
 EO0588  ___________________________________________________________________
 EO0588  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 EO0588  DYNAMIC HT  -        1240.428 (meters)    4069.64  (feet)  COMP
 EO0588  MODELED GRAV-     979,292.1   (mgal)                       NAVD 88
 EO0588
 EO0588  VERT ORDER  -  FIRST     CLASS II
 EO0588
 EO0588.The horizontal coordinates were scaled from a topographic map and have
 EO0588.an estimated accuracy of +/- 6 seconds.
 EO0588
 EO0588.The orthometric height was determined by differential leveling
 EO0588.and adjusted by the National Geodetic Survey in June 1991..
 EO0588
 EO0588.The geoid height was determined by GEOID03.
 EO0588
 EO0588.The dynamic height is computed by dividing the NAVD 88
 EO0588.geopotential number by the normal gravity value computed on the
 EO0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0588.degrees latitude (g = 980.6199 gals.).
 EO0588
 EO0588.The modeled gravity was interpolated from observed gravity values.
 EO0588
 EO0588;                    North         East    Units  Estimated Accuracy
 EO0588;SPC TX N     - 1,058,590.       72,170.      MT  (+/- 180 meters Scaled)
 EO0588
 EO0588                          SUPERSEDED SURVEY CONTROL
 EO0588
 EO0588.No superseded survey control is available for this station.
 EO0588
 EO0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU934218(NAD 83)
 EO0588_MARKER: DB = BENCH MARK DISK
 EO0588_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EO0588_SP_SET: FOUNDATION
 EO0588_STAMPING: E 1489 1984
 EO0588_MARK LOGO: NGS   
 EO0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0588+STABILITY: POSITION/ELEVATION WELL
 EO0588
 EO0588  HISTORY     - Date     Condition        Report By
 EO0588  HISTORY     - 1984     MONUMENTED       NGS
 EO0588
 EO0588                          STATION DESCRIPTION
 EO0588
 EO0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EO0588'IN BOVINA.
 EO0588'IN BOVINA, AT 503 GARDNER, IN TOP OF THE WEST CORNER OF THE CONCRETE
 EO0588'FOUNDATION OF TRUCK LIFT NUMBER FOUR OF THE SHIRLEY GRAIN COMPANY
 EO0588'ELEVATOR, AND 1.9 M (6.2 FT) NORTHWEST OF THE CENTER OF THE LIFT.
 EO0588'THE MARK IS ABOVE LEVEL WITH THE LIFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2147 ***********************************************************************
 BY2147  DESIGNATION -  E 149
 BY2147  PID         -  BY2147
 BY2147  STATE/COUNTY-  TX/ANDERSON
 BY2147  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2147
 BY2147                         *CURRENT SURVEY CONTROL
 BY2147  ___________________________________________________________________
 BY2147* NAD 83(1986)-  31 51 25.     (N)    095 43 04.     (W)     SCALED    
 BY2147* NAVD 88     -       121.632  (meters)     399.05   (feet)  ADJUSTED  
 BY2147  ___________________________________________________________________
 BY2147  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BY2147  DYNAMIC HT  -         121.484 (meters)     398.57  (feet)  COMP
 BY2147  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 BY2147
 BY2147  VERT ORDER  -  SECOND    CLASS 0
 BY2147
 BY2147.The horizontal coordinates were scaled from a topographic map and have
 BY2147.an estimated accuracy of +/- 6 seconds.
 BY2147
 BY2147.The orthometric height was determined by differential leveling
 BY2147.and adjusted by the National Geodetic Survey in June 1991..
 BY2147
 BY2147.The geoid height was determined by GEOID03.
 BY2147
 BY2147.The dynamic height is computed by dividing the NAVD 88
 BY2147.geopotential number by the normal gravity value computed on the
 BY2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2147.degrees latitude (g = 980.6199 gals.).
 BY2147
 BY2147.The modeled gravity was interpolated from observed gravity values.
 BY2147
 BY2147;                    North         East    Units  Estimated Accuracy
 BY2147;SPC TX C     - 3,251,880.    1,136,690.      MT  (+/- 180 meters Scaled)
 BY2147
 BY2147                          SUPERSEDED SURVEY CONTROL
 BY2147
 BY2147  NGVD 29 (??/??/92)  121.615  (m)          399.00   (f) ADJ UNCH    2 0
 BY2147
 BY2147.Superseded values are not recommended for survey control.
 BY2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2147.See file dsdata.txt to determine how the superseded data were derived.
 BY2147
 BY2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR428278(NAD 83)
 BY2147_MARKER: DB = BENCH MARK DISK
 BY2147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2147_SP_SET: ABUTMENT
 BY2147_STAMPING: E 149 1939
 BY2147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2147
 BY2147  HISTORY     - Date     Condition        Report By
 BY2147  HISTORY     - 1939     MONUMENTED       CGS
 BY2147  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2147
 BY2147                          STATION DESCRIPTION
 BY2147
 BY2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 BY2147'9.2 MI NW FROM PALESTINE.
 BY2147'9.2 MILES NORTHWEST FROM POST OFFICE BY HIGHWAY.  ON STATE HIGHWAY NO.
 BY2147'19.  ON TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 BY2147'A CONCRETE HIGHWAY BRIDGE.  15.0 FT. NORTHEAST OF THE CENTERLINE OF
 BY2147'HIGHWAY 19.  LEVEL WITH THE SURFACE OF HIGHWAY.
 BY2147
 BY2147                          STATION RECOVERY (1977)
 BY2147
 BY2147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0629 ***********************************************************************
 EN0629  DESIGNATION -  E 1490
 EN0629  PID         -  EN0629
 EN0629  STATE/COUNTY-  TX/DONLEY
 EN0629  USGS QUAD   -  CLARENDON (1982)
 EN0629
 EN0629                         *CURRENT SURVEY CONTROL
 EN0629  ___________________________________________________________________
 EN0629* NAD 83(1986)-  34 57 57.     (N)    100 53 31.     (W)     SCALED    
 EN0629* NAVD 88     -       827.985  (meters)    2716.48   (feet)  ADJUSTED  
 EN0629  ___________________________________________________________________
 EN0629  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EN0629  DYNAMIC HT  -         827.032 (meters)    2713.35  (feet)  COMP
 EN0629  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 EN0629
 EN0629  VERT ORDER  -  FIRST     CLASS II
 EN0629
 EN0629.The horizontal coordinates were scaled from a topographic map and have
 EN0629.an estimated accuracy of +/- 6 seconds.
 EN0629
 EN0629.The orthometric height was determined by differential leveling
 EN0629.and adjusted by the National Geodetic Survey in June 1991..
 EN0629
 EN0629.The geoid height was determined by GEOID03.
 EN0629
 EN0629.The dynamic height is computed by dividing the NAVD 88
 EN0629.geopotential number by the normal gravity value computed on the
 EN0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0629.degrees latitude (g = 980.6199 gals.).
 EN0629
 EN0629.The modeled gravity was interpolated from observed gravity values.
 EN0629
 EN0629;                    North         East    Units  Estimated Accuracy
 EN0629;SPC TX N     - 1,107,320.      255,530.      MT  (+/- 180 meters Scaled)
 EN0629
 EN0629                          SUPERSEDED SURVEY CONTROL
 EN0629
 EN0629.No superseded survey control is available for this station.
 EN0629
 EN0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD272708(NAD 83)
 EN0629_MARKER: I = METAL ROD
 EN0629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0629_SP_SET: STAINLESS STEEL ROD
 EN0629_STAMPING: E 1490 1984
 EN0629_MARK LOGO: NGS   
 EN0629_PROJECTION: FLUSH
 EN0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0629+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0629_ROD/PIPE-DEPTH: 10.7 meters
 EN0629
 EN0629  HISTORY     - Date     Condition        Report By
 EN0629  HISTORY     - 1984     MONUMENTED       NGS
 EN0629  HISTORY     - 20040803 GOOD             USPSQD
 EN0629  HISTORY     - 20050804 GOOD             USPSQD
 EN0629
 EN0629                          STATION DESCRIPTION
 EN0629
 EN0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0629'2.6 KM (1.6 MI) NORTH FROM CLARENDON.
 EN0629'2.6 KM (1.6 MI) NORTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 EN0629'WITH U.S. HIGHWAY 287 AT THE WEST EDGE OF CLARENDON, 0.4 KM (0.25 MI)
 EN0629'NORTH OF A DIRT ROAD LEADING EAST, 14.8 M (48.6 FT) EAST OF THE
 EN0629'CENTERLINE OF THE HIGHWAY, 14.5 M (47.6 FT) NORTH OF A FENCE CORNER,
 EN0629'AND 1.3 M (4.3 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 EN0629'POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0629'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 EN0629'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 EN0629
 EN0629                          STATION RECOVERY (2004)
 EN0629
 EN0629'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0629'RECOVERED IN GOOD CONDITION.
 EN0629
 EN0629                          STATION RECOVERY (2005)
 EN0629
 EN0629'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0629'FOUND AS DESCRIBED. PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0584 ***********************************************************************
 EO0584  DESIGNATION -  E 1491
 EO0584  PID         -  EO0584
 EO0584  STATE/COUNTY-  TX/DEAF SMITH
 EO0584  USGS QUAD   -  HEREFORD (1970)
 EO0584
 EO0584                         *CURRENT SURVEY CONTROL
 EO0584  ___________________________________________________________________
 EO0584* NAD 83(1986)-  34 46 52.     (N)    102 26 29.     (W)     SCALED    
 EO0584* NAVD 88     -      1177.312  (meters)    3862.56   (feet)  ADJUSTED  
 EO0584  ___________________________________________________________________
 EO0584  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 EO0584  DYNAMIC HT  -        1175.821 (meters)    3857.67  (feet)  COMP
 EO0584  MODELED GRAV-     979,328.8   (mgal)                       NAVD 88
 EO0584
 EO0584  VERT ORDER  -  FIRST     CLASS II
 EO0584
 EO0584.The horizontal coordinates were scaled from a topographic map and have
 EO0584.an estimated accuracy of +/- 6 seconds.
 EO0584
 EO0584.The orthometric height was determined by differential leveling
 EO0584.and adjusted by the National Geodetic Survey in June 1991..
 EO0584
 EO0584.The geoid height was determined by GEOID03.
 EO0584
 EO0584.The dynamic height is computed by dividing the NAVD 88
 EO0584.geopotential number by the normal gravity value computed on the
 EO0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0584.degrees latitude (g = 980.6199 gals.).
 EO0584
 EO0584.The modeled gravity was interpolated from observed gravity values.
 EO0584
 EO0584;                    North         East    Units  Estimated Accuracy
 EO0584;SPC TX N     - 1,087,070.      113,840.      MT  (+/- 180 meters Scaled)
 EO0584
 EO0584                          SUPERSEDED SURVEY CONTROL
 EO0584
 EO0584.No superseded survey control is available for this station.
 EO0584
 EO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU341517(NAD 83)
 EO0584_MARKER: I = METAL ROD
 EO0584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0584_SP_SET: STAINLESS STEEL ROD
 EO0584_STAMPING: E 1491 1984
 EO0584_MARK LOGO: NGS   
 EO0584_PROJECTION: FLUSH
 EO0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0584_ROD/PIPE-DEPTH: 9.5  meters
 EO0584
 EO0584  HISTORY     - Date     Condition        Report By
 EO0584  HISTORY     - 1984     MONUMENTED       NGS
 EO0584
 EO0584                          STATION DESCRIPTION
 EO0584
 EO0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EO0584'5.6 KM (3.5 MI) SW FROM DEREFORD.
 EO0584'5.6 KM (3.5 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0584'RAILROAD FROM THE STATION IN HEREFORD.  45.1 M (148.0 FT) NORTHEAST OF
 EO0584'MILEPOST 603, 42.7 M (140.1 FT) NORTHEAST OF A PAVED ROAD LEADING
 EO0584'SOUTH, 29.9 M (98.1 FT) NORTHWEST OF THE NEAR RAIL, 15.2 M (49.9 FT)
 EO0584'SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF U.S.
 EO0584'HIGHWAY 60, AND 1.3 M (4.3 FT) SOUTHWEST OF A UTILITY POLE.
 EO0584'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0584'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0584'THE MARK IS 1.0 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1582 ***********************************************************************
 FL1582  DESIGNATION -  E 1492
 FL1582  PID         -  FL1582
 FL1582  STATE/COUNTY-  TX/POTTER
 FL1582  USGS QUAD   -  AMARILLO EAST (1973)
 FL1582
 FL1582                         *CURRENT SURVEY CONTROL
 FL1582  ___________________________________________________________________
 FL1582* NAD 83(1986)-  35 11 35.     (N)    101 48 20.     (W)     SCALED    
 FL1582* NAVD 88     -      1102.688  (meters)    3617.74   (feet)  ADJUSTED  
 FL1582  ___________________________________________________________________
 FL1582  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FL1582  DYNAMIC HT  -        1101.378 (meters)    3613.44  (feet)  COMP
 FL1582  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 FL1582
 FL1582  VERT ORDER  -  FIRST     CLASS II
 FL1582
 FL1582.The horizontal coordinates were scaled from a topographic map and have
 FL1582.an estimated accuracy of +/- 6 seconds.
 FL1582
 FL1582.The orthometric height was determined by differential leveling
 FL1582.and adjusted by the National Geodetic Survey in June 1991..
 FL1582
 FL1582.The geoid height was determined by GEOID03.
 FL1582
 FL1582.The dynamic height is computed by dividing the NAVD 88
 FL1582.geopotential number by the normal gravity value computed on the
 FL1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1582.degrees latitude (g = 980.6199 gals.).
 FL1582
 FL1582.The modeled gravity was interpolated from observed gravity values.
 FL1582
 FL1582;                    North         East    Units  Estimated Accuracy
 FL1582;SPC TX N     - 1,132,400.      172,170.      MT  (+/- 180 meters Scaled)
 FL1582
 FL1582                          SUPERSEDED SURVEY CONTROL
 FL1582
 FL1582.No superseded survey control is available for this station.
 FL1582
 FL1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD445980(NAD 83)
 FL1582_MARKER: DB = BENCH MARK DISK
 FL1582_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1582_SP_SET: PIER
 FL1582_STAMPING: E 1492 1984
 FL1582_MARK LOGO: NGS   
 FL1582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1582+STABILITY: POSITION/ELEVATION WELL
 FL1582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1582+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL1582
 FL1582  HISTORY     - Date     Condition        Report By
 FL1582  HISTORY     - 1984     MONUMENTED       NGS
 FL1582  HISTORY     - 20040804 GOOD             USPSQD
 FL1582  HISTORY     - 20050805 GOOD             USPSQD
 FL1582
 FL1582                          STATION DESCRIPTION
 FL1582
 FL1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1582'IN AMARILLO.
 FL1582'IN AMARILLO, AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND SOUTH
 FL1582'NELSON STREET, SET VERTICALLY IN THE NORTH FACE OF THE MOST SOUTHERLY
 FL1582'1 OF 10 COLUMNS OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF THE
 FL1582'EAST BOUND HIGHWAY OVERPASS OF STREET, 9.3 M (30.5 FT) WEST OF THE
 FL1582'CENTERLINE OF THE STREET, AND 6.6.  M (21.7 FT) SOUTH OF THE CENTER
 FL1582'OF THE EAST BOUND LANES OF THE HIGHWAY.
 FL1582'THE MARK IS 1.4 M ABOVE THE STREET.
 FL1582
 FL1582                          STATION RECOVERY (2004)
 FL1582
 FL1582'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1582'RECOVERED IN GOOD CONDITION.
 FL1582
 FL1582                          STATION RECOVERY (2005)
 FL1582
 FL1582'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1582'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0807 ***********************************************************************
 FM0807  DESIGNATION -  E 1493
 FM0807  PID         -  FM0807
 FM0807  STATE/COUNTY-  TX/POTTER
 FM0807  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0807
 FM0807                         *CURRENT SURVEY CONTROL
 FM0807  ___________________________________________________________________
 FM0807* NAD 83(1986)-  35 18 33.     (N)    102 04 28.     (W)     SCALED    
 FM0807* NAVD 88     -      1055.695  (meters)    3463.56   (feet)  ADJUSTED  
 FM0807  ___________________________________________________________________
 FM0807  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 FM0807  DYNAMIC HT  -        1054.447 (meters)    3459.46  (feet)  COMP
 FM0807  MODELED GRAV-     979,415.7   (mgal)                       NAVD 88
 FM0807
 FM0807  VERT ORDER  -  FIRST     CLASS II
 FM0807
 FM0807.The horizontal coordinates were scaled from a topographic map and have
 FM0807.an estimated accuracy of +/- 6 seconds.
 FM0807
 FM0807.The orthometric height was determined by differential leveling
 FM0807.and adjusted by the National Geodetic Survey in June 1991..
 FM0807
 FM0807.The geoid height was determined by GEOID03.
 FM0807
 FM0807.The dynamic height is computed by dividing the NAVD 88
 FM0807.geopotential number by the normal gravity value computed on the
 FM0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0807.degrees latitude (g = 980.6199 gals.).
 FM0807
 FM0807.The modeled gravity was interpolated from observed gravity values.
 FM0807
 FM0807;                    North         East    Units  Estimated Accuracy
 FM0807;SPC TX N     - 1,145,390.      147,760.      MT  (+/- 180 meters Scaled)
 FM0807
 FM0807                          SUPERSEDED SURVEY CONTROL
 FM0807
 FM0807.No superseded survey control is available for this station.
 FM0807
 FM0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV659112(NAD 83)
 FM0807_MARKER: I = METAL ROD
 FM0807_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0807_SP_SET: STAINLESS STEEL ROD
 FM0807_STAMPING: E 1493 1985
 FM0807_MARK LOGO: NGS   
 FM0807_PROJECTION: FLUSH
 FM0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0807_ROD/PIPE-DEPTH: 4.3  meters
 FM0807
 FM0807  HISTORY     - Date     Condition        Report By
 FM0807  HISTORY     - 1985     MONUMENTED       NGS
 FM0807
 FM0807                          STATION DESCRIPTION
 FM0807
 FM0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0807'20.7 KM (12.85 MI) NW FROM AMARILLO.
 FM0807'20.7 KM (12.85 MI) NORTHWESTERLY ALONG RANCH ROAD 1961 FROM ITS
 FM0807'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 4.4 KM (2.75 MI) NORTHWEST
 FM0807'OF THE INTERSECTION OF RANCH ROAD 2381, 0.7 KM (0.45 MI) NORTH OF A
 FM0807'POWER LINE CROSSING THE ROAD, AND 14.7 M (48.2 FT) WEST OF THE
 FM0807'CENTERLINE OF THE ROAD. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FM0807'5-INCH LOGO CAP.
 FM0807'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FM0807'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1557 ***********************************************************************
 FL1557  DESIGNATION -  E 1494
 FL1557  PID         -  FL1557
 FL1557  STATE/COUNTY-  TX/POTTER
 FL1557  USGS QUAD   -  CLIFFSIDE (1973)
 FL1557
 FL1557                         *CURRENT SURVEY CONTROL
 FL1557  ___________________________________________________________________
 FL1557* NAD 83(1986)-  35 15 54.     (N)    101 55 47.     (W)     SCALED    
 FL1557* NAVD 88     -      1038.526  (meters)    3407.23   (feet)  ADJUSTED  
 FL1557  ___________________________________________________________________
 FL1557  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FL1557  DYNAMIC HT  -        1037.301 (meters)    3403.21  (feet)  COMP
 FL1557  MODELED GRAV-     979,418.7   (mgal)                       NAVD 88
 FL1557
 FL1557  VERT ORDER  -  FIRST     CLASS II
 FL1557
 FL1557.The horizontal coordinates were scaled from a topographic map and have
 FL1557.an estimated accuracy of +/- 6 seconds.
 FL1557
 FL1557.The orthometric height was determined by differential leveling
 FL1557.and adjusted by the National Geodetic Survey in June 1991..
 FL1557
 FL1557.The geoid height was determined by GEOID03.
 FL1557
 FL1557.The dynamic height is computed by dividing the NAVD 88
 FL1557.geopotential number by the normal gravity value computed on the
 FL1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1557.degrees latitude (g = 980.6199 gals.).
 FL1557
 FL1557.The modeled gravity was interpolated from observed gravity values.
 FL1557
 FL1557;                    North         East    Units  Estimated Accuracy
 FL1557;SPC TX N     - 1,140,420.      160,900.      MT  (+/- 180 meters Scaled)
 FL1557
 FL1557                          SUPERSEDED SURVEY CONTROL
 FL1557
 FL1557.No superseded survey control is available for this station.
 FL1557
 FL1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE334063(NAD 83)
 FL1557_MARKER: I = METAL ROD
 FL1557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1557_SP_SET: STAINLESS STEEL ROD
 FL1557_STAMPING: E 1494 1985
 FL1557_MARK LOGO: NGS   
 FL1557_PROJECTION: FLUSH
 FL1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1557_ROD/PIPE-DEPTH: 10.1 meters
 FL1557
 FL1557  HISTORY     - Date     Condition        Report By
 FL1557  HISTORY     - 1985     MONUMENTED       NGS
 FL1557
 FL1557                          STATION DESCRIPTION
 FL1557
 FL1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1557'7.8 KM (4.85 MI) NW FROM AMARILLO.
 FL1557'5.3 KM (3.3 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION
 FL1557'WITH U.S. HIGHWAY 66 IN AMARILLO, THENCE 1,7 KM (0.5 MI) EAST ALONG A
 FL1557'PAVED ROAD, 9.2 M (30.2 FT) NORTH OF THE CENTER OF THE PAVED ROAD, 4.9
 FL1557'M (16.1 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH, AND
 FL1557'1.1 M (3.6 FT) EAST OF A FENCE CORNER. NOTE--ACCESS TO DATUM POINT IS
 FL1557'HAD THROUGH A 5-INCH LOGO CAP.
 FL1557'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 FL1557'THE MARK IS ABOVE LEVEL WITH THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1292 ***********************************************************************
 GL1292  DESIGNATION -  E 1495
 GL1292  PID         -  GL1292
 GL1292  STATE/COUNTY-  TX/DALLAM
 GL1292  USGS QUAD   -  BOLIN NE (1973)
 GL1292
 GL1292                         *CURRENT SURVEY CONTROL
 GL1292  ___________________________________________________________________
 GL1292* NAD 83(1986)-  36 12 39.     (N)    102 30 37.     (W)     SCALED    
 GL1292* NAVD 88     -      1238.278  (meters)    4062.58   (feet)  ADJUSTED  
 GL1292  ___________________________________________________________________
 GL1292  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 GL1292  DYNAMIC HT  -        1236.854 (meters)    4057.91  (feet)  COMP
 GL1292  MODELED GRAV-     979,439.8   (mgal)                       NAVD 88
 GL1292
 GL1292  VERT ORDER  -  FIRST     CLASS II
 GL1292
 GL1292.The horizontal coordinates were scaled from a topographic map and have
 GL1292.an estimated accuracy of +/- 6 seconds.
 GL1292
 GL1292.The orthometric height was determined by differential leveling
 GL1292.and adjusted by the National Geodetic Survey in June 1991..
 GL1292
 GL1292.The geoid height was determined by GEOID03.
 GL1292
 GL1292.The dynamic height is computed by dividing the NAVD 88
 GL1292.geopotential number by the normal gravity value computed on the
 GL1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1292.degrees latitude (g = 980.6199 gals.).
 GL1292
 GL1292.The modeled gravity was interpolated from observed gravity values.
 GL1292
 GL1292;                    North         East    Units  Estimated Accuracy
 GL1292;SPC TX N     - 1,245,740.      109,150.      MT  (+/- 180 meters Scaled)
 GL1292
 GL1292                          SUPERSEDED SURVEY CONTROL
 GL1292
 GL1292.No superseded survey control is available for this station.
 GL1292
 GL1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA238102(NAD 83)
 GL1292_MARKER: I = METAL ROD
 GL1292_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GL1292_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GL1292_STAMPING: E 1495 1985
 GL1292_MARK LOGO: NGS   
 GL1292_PROJECTION: FLUSH
 GL1292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1292+STABILITY: POSITION/ELEVATION WELL
 GL1292_ROD/PIPE-DEPTH: 15.8 meters
 GL1292_SLEEVE-DEPTH  : 8.3 meters
 GL1292
 GL1292  HISTORY     - Date     Condition        Report By
 GL1292  HISTORY     - 1985     MONUMENTED       NGS
 GL1292
 GL1292                          STATION DESCRIPTION
 GL1292
 GL1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1292'16.6 KM (10.3 MI) NORTH FROM DALHART.
 GL1292'16.6 KM (10.3 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1292'WITH U.S. HIGHWAY 54 IN DALHART, 49.4 M (162.0 FT) SOUTH OF THE CENTER
 GL1292'OF A DIRT ROAD LEADING EAST, 40.5 M (132.9 FT) SOUTH OF A FENCE
 GL1292'CORNER. 23.6 M (77.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GL1292'7.5 M (24.6 FT) SOUTH OF THE SOUTH ONE OF THREE UTILITY POLES WITH
 GL1292'THREE TRANSFORMERS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 GL1292'5-INCH LOGO CAP.
 GL1292'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST AND FENCE
 GL1292'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2544 ***********************************************************************
 CS2544  DESIGNATION -  E 1496
 CS2544  PID         -  CS2544
 CS2544  STATE/COUNTY-  TX/DALLAS
 CS2544  USGS QUAD   -  DUNCANVILLE (1981)
 CS2544
 CS2544                         *CURRENT SURVEY CONTROL
 CS2544  ___________________________________________________________________
 CS2544* NAD 83(1986)-  32 44 58.     (N)    096 53 29.     (W)     SCALED    
 CS2544* NAVD 88     -       196.466  (meters)     644.57   (feet)  ADJUSTED  
 CS2544  ___________________________________________________________________
 CS2544  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CS2544  DYNAMIC HT  -         196.240 (meters)     643.83  (feet)  COMP
 CS2544  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 CS2544
 CS2544  VERT ORDER  -  FIRST     CLASS II
 CS2544
 CS2544.The horizontal coordinates were scaled from a topographic map and have
 CS2544.an estimated accuracy of +/- 6 seconds.
 CS2544
 CS2544.The orthometric height was determined by differential leveling
 CS2544.and adjusted by the National Geodetic Survey in June 1991..
 CS2544
 CS2544.The geoid height was determined by GEOID03.
 CS2544
 CS2544.The dynamic height is computed by dividing the NAVD 88
 CS2544.geopotential number by the normal gravity value computed on the
 CS2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2544.degrees latitude (g = 980.6199 gals.).
 CS2544
 CS2544.The modeled gravity was interpolated from observed gravity values.
 CS2544
 CS2544;                    North         East    Units  Estimated Accuracy
 CS2544;SPC TXNC     - 2,121,220.      750,730.      MT  (+/- 180 meters Scaled)
 CS2544
 CS2544                          SUPERSEDED SURVEY CONTROL
 CS2544
 CS2544.No superseded survey control is available for this station.
 CS2544
 CS2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB975254(NAD 83)
 CS2544_MARKER: I = METAL ROD
 CS2544_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2544+WITH SETTING: INFORMATION.
 CS2544_SP_SET: SHALLOW-SET METAL ROD
 CS2544_STAMPING: E 1496 1986
 CS2544_MARK LOGO: NGS   
 CS2544_PROJECTION: FLUSH
 CS2544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2544+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 CS2544_ROD/PIPE-DEPTH: 1.4  meters
 CS2544
 CS2544  HISTORY     - Date     Condition        Report By
 CS2544  HISTORY     - 1986     MONUMENTED       NGS
 CS2544  HISTORY     - 20030414 GOOD             TX1730
 CS2544
 CS2544                          STATION DESCRIPTION
 CS2544
 CS2544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2544'IN DALLAS.
 CS2544'IN DALLAS, AT THE INTERSECTION OF U.S. HIGHWAY 80 (DAVIS STREET) AND
 CS2544'COCKRELL ROAD, 25.2 M (82.7 FT) WEST OF THE CENTERLINE OF THE ROAD,
 CS2544'13.6 M (44.6 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 CS2544'THE HIGHWAY, 7.5 M (24.6 FT) WEST OF THE CENTER OF A BELL SYSTEMS
 CS2544'MANHOLE COVER, AND 1.0 M (3.3 FT) EAST OF A UTILITY POLE.
 CS2544'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2544'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CS2544'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CS2544
 CS2544                          STATION RECOVERY (2003)
 CS2544
 CS2544'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS2544'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1153 ***********************************************************************
 DM1153  DESIGNATION -  E 1497
 DM1153  PID         -  DM1153
 DM1153  STATE/COUNTY-  TX/BOWIE
 DM1153  USGS QUAD   -  OGDEN (1975)
 DM1153
 DM1153                         *CURRENT SURVEY CONTROL
 DM1153  ___________________________________________________________________
 DM1153* NAD 83(1986)-  33 30 56.     (N)    094 02 42.     (W)     SCALED    
 DM1153* NAVD 88     -        82.939  (meters)     272.11   (feet)  ADJUSTED  
 DM1153  ___________________________________________________________________
 DM1153  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DM1153  DYNAMIC HT  -          82.851 (meters)     271.82  (feet)  COMP
 DM1153  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 DM1153
 DM1153  VERT ORDER  -  FIRST     CLASS II
 DM1153
 DM1153.The horizontal coordinates were scaled from a topographic map and have
 DM1153.an estimated accuracy of +/- 6 seconds.
 DM1153
 DM1153.The orthometric height was determined by differential leveling
 DM1153.and adjusted by the National Geodetic Survey in June 1991..
 DM1153
 DM1153.The geoid height was determined by GEOID03.
 DM1153
 DM1153.The dynamic height is computed by dividing the NAVD 88
 DM1153.geopotential number by the normal gravity value computed on the
 DM1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1153.degrees latitude (g = 980.6199 gals.).
 DM1153
 DM1153.The modeled gravity was interpolated from observed gravity values.
 DM1153
 DM1153;                    North         East    Units  Estimated Accuracy
 DM1153;SPC TXNC     - 2,213,800.    1,013,730.      MT  (+/- 180 meters Scaled)
 DM1153
 DM1153                          SUPERSEDED SURVEY CONTROL
 DM1153
 DM1153.No superseded survey control is available for this station.
 DM1153
 DM1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT029089(NAD 83)
 DM1153_MARKER: I = METAL ROD
 DM1153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1153_SP_SET: STAINLESS STEEL ROD
 DM1153_STAMPING: E 1497 1985
 DM1153_MARK LOGO: NGS   
 DM1153_PROJECTION: RECESSED 1 CENTIMETERS
 DM1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1153_ROD/PIPE-DEPTH: 15.3 meters
 DM1153
 DM1153  HISTORY     - Date     Condition        Report By
 DM1153  HISTORY     - 1985     MONUMENTED       NGS
 DM1153  HISTORY     - 19971025 GOOD             USPSQD
 DM1153
 DM1153                          STATION DESCRIPTION
 DM1153
 DM1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1153'9.9 KM (6.15 MI) NORTH FROM TEXARKANA.
 DM1153'9.9 KM (6.15 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS WEST
 DM1153'JUNCTION WITH U.S. HIGHWAY 82 IN TEXARKANA, 0.3 KM (0.2 MI) SOUTH OF
 DM1153'THE INTERSECTION OF A GRAVELED ROAD LEADING EAST, 36.6 M (120.1 FT)
 DM1153'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 17.5
 DM1153'M (57.4 FT) NORTHEAST OF A UTILITY POLE, 4.2 M (13.8 FT) NORTH OF THE
 DM1153'CENTER OF A DRIVEWAY LEADING WEST TO THE L. D. LEWIS RESIDENCE, AND
 DM1153'1.4 M (4.6 FT) WEST OF A 4-INCH TREE.  NOTE--ACCESS TO DATUM POINT IS
 DM1153'HAD THROUGH A 5-INCH LOGO CAP.
 DM1153'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 DM1153
 DM1153                          STATION RECOVERY (1997)
 DM1153
 DM1153'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2503 ***********************************************************************
 CS2503  DESIGNATION -  E 1498
 CS2503  PID         -  CS2503
 CS2503  STATE/COUNTY-  TX/ROCKWALL
 CS2503  USGS QUAD   -  ROYSE CITY (1963)
 CS2503
 CS2503                         *CURRENT SURVEY CONTROL
 CS2503  ___________________________________________________________________
 CS2503* NAD 83(1986)-  32 58 14.     (N)    096 20 59.     (W)     SCALED    
 CS2503* NAVD 88     -       171.998  (meters)     564.30   (feet)  ADJUSTED  
 CS2503  ___________________________________________________________________
 CS2503  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS2503  DYNAMIC HT  -         171.810 (meters)     563.68  (feet)  COMP
 CS2503  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 CS2503
 CS2503  VERT ORDER  -  FIRST     CLASS II
 CS2503
 CS2503.The horizontal coordinates were scaled from a topographic map and have
 CS2503.an estimated accuracy of +/- 6 seconds.
 CS2503
 CS2503.The orthometric height was determined by differential leveling
 CS2503.and adjusted by the National Geodetic Survey in June 1991..
 CS2503
 CS2503.The geoid height was determined by GEOID03.
 CS2503
 CS2503.The dynamic height is computed by dividing the NAVD 88
 CS2503.geopotential number by the normal gravity value computed on the
 CS2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2503.degrees latitude (g = 980.6199 gals.).
 CS2503
 CS2503.The modeled gravity was interpolated from observed gravity values.
 CS2503
 CS2503;                    North         East    Units  Estimated Accuracy
 CS2503;SPC TXNC     - 2,146,650.      800,980.      MT  (+/- 180 meters Scaled)
 CS2503
 CS2503                          SUPERSEDED SURVEY CONTROL
 CS2503
 CS2503.No superseded survey control is available for this station.
 CS2503
 CS2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB476511(NAD 83)
 CS2503_MARKER: I = METAL ROD
 CS2503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2503_SP_SET: STAINLESS STEEL ROD
 CS2503_STAMPING: E 1498 1986
 CS2503_MARK LOGO: NGS   
 CS2503_PROJECTION: FLUSH
 CS2503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2503+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS2503_ROD/PIPE-DEPTH: 7.9  meters
 CS2503
 CS2503  HISTORY     - Date     Condition        Report By
 CS2503  HISTORY     - 1986     MONUMENTED       NGS
 CS2503  HISTORY     - 19990909 GOOD             LOCSUR
 CS2503  HISTORY     - 20010404 GOOD             JCLS
 CS2503  HISTORY     - 20010414 GOOD             JCLS
 CS2503  HISTORY     - 20021220 POOR             GEOCAC
 CS2503  HISTORY     - 20031030 GOOD             JCLS
 CS2503  HISTORY     - 20051031 GOOD             BOHAN
 CS2503
 CS2503                          STATION DESCRIPTION
 CS2503
 CS2503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2503'15.6 KM (9.7 MI) SW FROM CADDO MILLS.
 CS2503'15.6 KM (9.7 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 66 FROM ITS WEST
 CS2503'JUNCTION WITH FARM ROAD 36 IN CADDO MILLS, OR 13.4 KM (8.3 MI)
 CS2503'NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION WITH STATE
 CS2503'HIGHWAY 205 IN ROCKWALL, 22.4 M (73.5 FT) EAST OF THE CENTER OF A
 CS2503'DRIVEWAY LEADING SOUTH TO AN ELECTRIC SUBSTATION, 13.3 M (43.6 FT)
 CS2503'NORTHEAST OF A UTILITY POLE, 12.0 M (39.4 FT) SOUTH OF THE CENTERLINE
 CS2503'OF THE HIGHWAY, AND 3.2 M (10.5 FT) SOUTH OF A FENCE CORNER.
 CS2503'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2503'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CS2503'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CS2503
 CS2503                          STATION RECOVERY (1999)
 CS2503
 CS2503'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (PS)
 CS2503'RECOVERED IN GOOD CONDITION.
 CS2503
 CS2503                          STATION RECOVERY (2001)
 CS2503
 CS2503'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 CS2503'RECOVERED IN GOOD CONDITION.
 CS2503
 CS2503                          STATION RECOVERY (2001)
 CS2503
 CS2503'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 CS2503' 
 CS2503' 
 CS2503
 CS2503                          STATION RECOVERY (2002)
 CS2503
 CS2503'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2503'THE ROD AND CASE SURROUNDING THE ROD ARE IN GOOD SHAPE AND APPEAR
 CS2503'STABLE.  HOWEVER THE CASE CAP IS MISSING AND THE CONTENTS ARE OPEN
 CS2503'TOTALLY TO THE WEATHER.  --  RLW
 CS2503
 CS2503                          STATION RECOVERY (2003)
 CS2503
 CS2503'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 CS2503'RECOVERED IN GOOD CONDITION.
 CS2503
 CS2503                          STATION RECOVERY (2005)
 CS2503
 CS2503'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS2503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2564 ***********************************************************************
 CS2564  DESIGNATION -  E 1499
 CS2564  PID         -  CS2564
 CS2564  STATE/COUNTY-  TX/TARRANT
 CS2564  USGS QUAD   -  KENNEDALE (1981)
 CS2564
 CS2564                         *CURRENT SURVEY CONTROL
 CS2564  ___________________________________________________________________
 CS2564* NAD 83(1986)-  32 44 05.     (N)    097 13 30.     (W)     SCALED    
 CS2564* NAVD 88     -       179.961  (meters)     590.42   (feet)  ADJUSTED  
 CS2564  ___________________________________________________________________
 CS2564  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CS2564  DYNAMIC HT  -         179.751 (meters)     589.73  (feet)  COMP
 CS2564  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 CS2564
 CS2564  VERT ORDER  -  FIRST     CLASS II
 CS2564
 CS2564.The horizontal coordinates were scaled from a topographic map and have
 CS2564.an estimated accuracy of +/- 6 seconds.
 CS2564
 CS2564.The orthometric height was determined by differential leveling
 CS2564.and adjusted by the National Geodetic Survey in June 1991..
 CS2564
 CS2564.The geoid height was determined by GEOID03.
 CS2564
 CS2564.The dynamic height is computed by dividing the NAVD 88
 CS2564.geopotential number by the normal gravity value computed on the
 CS2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2564.degrees latitude (g = 980.6199 gals.).
 CS2564
 CS2564.The modeled gravity was interpolated from observed gravity values.
 CS2564
 CS2564;                    North         East    Units  Estimated Accuracy
 CS2564;SPC TXNC     - 2,119,160.      719,490.      MT  (+/- 180 meters Scaled)
 CS2564
 CS2564                          SUPERSEDED SURVEY CONTROL
 CS2564
 CS2564.No superseded survey control is available for this station.
 CS2564
 CS2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB663232(NAD 83)
 CS2564_MARKER: DB = BENCH MARK DISK
 CS2564_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2564_SP_SET: PIER
 CS2564_STAMPING: E 1499 1986
 CS2564_MARK LOGO: NGS   
 CS2564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2564+STABILITY: POSITION/ELEVATION WELL
 CS2564
 CS2564  HISTORY     - Date     Condition        Report By
 CS2564  HISTORY     - 1986     MONUMENTED       NGS
 CS2564  HISTORY     - 19960921 GOOD             USPSQD
 CS2564
 CS2564                          STATION DESCRIPTION
 CS2564
 CS2564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2564'IN HANDLEY.
 CS2564'IN HANDLEY, AT THE INTERSECTION OF LANCASTER AVENUE AND INTERSTATE
 CS2564'HIGHWAY 820, SET VERTICALLY IN THE WEST FACE OF THE MOST NORTHERLY 1
 CS2564'OF 3 COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE WEST
 CS2564'BOUND AVENUE OVERPASS OF THE HIGHWAY, 6.9 M (22.6 FT) EAST OF THE
 CS2564'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 5.8 M (19.0 FT)
 CS2564'WEST OF THE CENTER OF A FRONTAGE ROAD, AND 5.4 M (17.7 FT) NORTH OF
 CS2564'THE CENTER OF THE WEST BOUND LANES OF THE AVENUE.
 CS2564'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 CS2564
 CS2564                          STATION RECOVERY (1996)
 CS2564
 CS2564'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0038 ***********************************************************************
 CC0038  DESIGNATION -  E 15
 CC0038  PID         -  CC0038
 CC0038  STATE/COUNTY-  TX/ECTOR
 CC0038  USGS QUAD   -  ODESSA NE (1981)
 CC0038
 CC0038                         *CURRENT SURVEY CONTROL
 CC0038  ___________________________________________________________________
 CC0038* NAD 83(1986)-  31 53 04.     (N)    102 17 22.     (W)     SCALED    
 CC0038* NAVD 88     -       878.949  (meters)    2883.69   (feet)  ADJUSTED  
 CC0038  ___________________________________________________________________
 CC0038  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CC0038  DYNAMIC HT  -         877.702 (meters)    2879.59  (feet)  COMP
 CC0038  MODELED GRAV-     979,191.4   (mgal)                       NAVD 88
 CC0038
 CC0038  VERT ORDER  -  FIRST     CLASS II
 CC0038
 CC0038.The horizontal coordinates were scaled from a topographic map and have
 CC0038.an estimated accuracy of +/- 6 seconds.
 CC0038
 CC0038.The orthometric height was determined by differential leveling
 CC0038.and adjusted by the National Geodetic Survey in June 1991..
 CC0038
 CC0038.The geoid height was determined by GEOID03.
 CC0038
 CC0038.The dynamic height is computed by dividing the NAVD 88
 CC0038.geopotential number by the normal gravity value computed on the
 CC0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0038.degrees latitude (g = 980.6199 gals.).
 CC0038
 CC0038.The modeled gravity was interpolated from observed gravity values.
 CC0038
 CC0038;                    North         East    Units  Estimated Accuracy
 CC0038;SPC TX C     - 3,247,490.      514,940.      MT  (+/- 180 meters Scaled)
 CC0038
 CC0038                          SUPERSEDED SURVEY CONTROL
 CC0038
 CC0038  NGVD 29 (??/??/92)  878.550  (m)         2882.38   (f) ADJ UNCH    1 2
 CC0038
 CC0038.Superseded values are not recommended for survey control.
 CC0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0038.See file dsdata.txt to determine how the superseded data were derived.
 CC0038
 CC0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR563308(NAD 83)
 CC0038_MARKER: P = PIPE CAP
 CC0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0038_STAMPING: E 15 ELEV 2882.599 FT
 CC0038_MARK LOGO: CGS   
 CC0038_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0038+STABILITY: SURFACE MOTION
 CC0038
 CC0038  HISTORY     - Date     Condition        Report By
 CC0038  HISTORY     - UNK      MONUMENTED       CGS
 CC0038  HISTORY     - 1956     GOOD             NGS
 CC0038  HISTORY     - 1982     GOOD             NGS
 CC0038
 CC0038                          STATION DESCRIPTION
 CC0038
 CC0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0038'5.4 MI NE FROM ODESSA.
 CC0038'5.4 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0038'STATION AT ODESSA, 5 POLES SOUTHWEST OF THE MIDLAND AND ECTOR COUNTY
 CC0038'LINE, 41.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 30 FEET SOUTHWEST OF
 CC0038'THE 3RD POLE SOUTHWEST OF MILEPOST 568, 6.3 FEET NORTHWEST OF A FENCE,
 CC0038'2 FEET NORTHEAST OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH
 CC0038'IRON PIPE WHICH PROJECTS 1.4 FEET IN THE GROUND.
 CC0038
 CC0038                          STATION RECOVERY (1982)
 CC0038
 CC0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0038'8.7 KM (5.4 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0038'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 0.2 KM (0.1 MI)
 CC0038'SOUTHWEST OF MILEPOST 568, 12.6 METERS (41.3 FT) SOUTHEAST OF THE NEAR
 CC0038'RAIL AND 1.8 METERS (5.9 FT) NORTHWEST OF A FENCE.
 CC0038'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CC0038'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0611 ***********************************************************************
 AB0611  DESIGNATION -  E 15
 AB0611  PID         -  AB0611
 AB0611  STATE/COUNTY-  TX/CAMERON
 AB0611  USGS QUAD   -  RIO HONDO (1980)
 AB0611
 AB0611                         *CURRENT SURVEY CONTROL
 AB0611  ___________________________________________________________________
 AB0611* NAD 83(1986)-  26 09 59.     (N)    097 36 02.     (W)     SCALED    
 AB0611* NAVD 88     -        10.366  (meters)      34.01   (feet)  ADJUSTED  
 AB0611  ___________________________________________________________________
 AB0611  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 AB0611  DYNAMIC HT  -          10.349 (meters)      33.95  (feet)  COMP
 AB0611  MODELED GRAV-     979,039.1   (mgal)                       NAVD 88
 AB0611
 AB0611  VERT ORDER  -  SECOND    CLASS 0
 AB0611
 AB0611.The horizontal coordinates were scaled from a topographic map and have
 AB0611.an estimated accuracy of +/- 6 seconds.
 AB0611
 AB0611.The orthometric height was determined by differential leveling
 AB0611.and adjusted by the National Geodetic Survey in June 1991..
 AB0611
 AB0611.The geoid height was determined by GEOID03.
 AB0611
 AB0611.The dynamic height is computed by dividing the NAVD 88
 AB0611.geopotential number by the normal gravity value computed on the
 AB0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0611.degrees latitude (g = 980.6199 gals.).
 AB0611
 AB0611.The modeled gravity was interpolated from observed gravity values.
 AB0611
 AB0611;                    North         East    Units  Estimated Accuracy
 AB0611;SPC TX S     - 5,055,690.      389,920.      MT  (+/- 180 meters Scaled)
 AB0611
 AB0611                          SUPERSEDED SURVEY CONTROL
 AB0611
 AB0611  NGVD 29 (??/??/92)   10.469  (m)           34.35   (f) ADJ UNCH    2 0
 AB0611
 AB0611.Superseded values are not recommended for survey control.
 AB0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0611.See file dsdata.txt to determine how the superseded data were derived.
 AB0611
 AB0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP398948(NAD 83)
 AB0611_MARKER: DD = SURVEY DISK
 AB0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0611_SP_SET: CULVERT
 AB0611_STAMPING: E 15 34.28
 AB0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0611
 AB0611  HISTORY     - Date     Condition        Report By
 AB0611  HISTORY     - UNK      MONUMENTED
 AB0611  HISTORY     - 1942     GOOD             NGS
 AB0611  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0611  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0611
 AB0611                          STATION DESCRIPTION
 AB0611
 AB0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0611'2.8 MI NE FROM SAN BENITO.
 AB0611'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0611'SAN BENITO, CAMERON COUNTY, 15 FEET WEST OF AND 1.5 FEET HIGHER THAN
 AB0611'THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT, AND IN THE
 AB0611'CENTER OF THE TOP OF THE WEST HEADWALL.  A CAMERON COUNTY STANDARD
 AB0611'DISK, STAMPED E 15 34.28.
 AB0611
 AB0611                          STATION RECOVERY (1987)
 AB0611
 AB0611'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0611'MARK NOT FOUND.
 AB0611
 AB0611                          STATION RECOVERY (1988)
 AB0611
 AB0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0657 ***********************************************************************
 BZ0657  DESIGNATION -  E 150
 BZ0657  PID         -  BZ0657
 BZ0657  STATE/COUNTY-  TX/NAVARRO
 BZ0657  USGS QUAD   -  DAWSON (1978)
 BZ0657
 BZ0657                         *CURRENT SURVEY CONTROL
 BZ0657  ___________________________________________________________________
 BZ0657* NAD 83(1986)-  31 55 34.     (N)    096 40 31.     (W)     SCALED    
 BZ0657* NAVD 88     -       117.373  (meters)     385.08   (feet)  ADJUSTED  
 BZ0657  ___________________________________________________________________
 BZ0657  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BZ0657  DYNAMIC HT  -         117.235 (meters)     384.63  (feet)  COMP
 BZ0657  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 BZ0657
 BZ0657  VERT ORDER  -  SECOND    CLASS 0
 BZ0657
 BZ0657.The horizontal coordinates were scaled from a topographic map and have
 BZ0657.an estimated accuracy of +/- 6 seconds.
 BZ0657
 BZ0657.The orthometric height was determined by differential leveling
 BZ0657.and adjusted by the National Geodetic Survey in June 1991..
 BZ0657
 BZ0657.The geoid height was determined by GEOID03.
 BZ0657
 BZ0657.The dynamic height is computed by dividing the NAVD 88
 BZ0657.geopotential number by the normal gravity value computed on the
 BZ0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0657.degrees latitude (g = 980.6199 gals.).
 BZ0657
 BZ0657.The modeled gravity was interpolated from observed gravity values.
 BZ0657
 BZ0657;                    North         East    Units  Estimated Accuracy
 BZ0657;SPC TXNC     - 2,030,270.      772,560.      MT  (+/- 180 meters Scaled)
 BZ0657
 BZ0657                          SUPERSEDED SURVEY CONTROL
 BZ0657
 BZ0657  NGVD 29 (??/??/92)  117.33   (m)          384.9    (f) COMPUTED    2 0
 BZ0657
 BZ0657.Superseded values are not recommended for survey control.
 BZ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0657.See file dsdata.txt to determine how the superseded data were derived.
 BZ0657
 BZ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA197346(NAD 83)
 BZ0657_MARKER: DB = BENCH MARK DISK
 BZ0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0657_STAMPING: E 150 1933
 BZ0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0657+STABILITY: SURFACE MOTION
 BZ0657
 BZ0657  HISTORY     - Date     Condition        Report By
 BZ0657  HISTORY     - 1933     MONUMENTED       CGS
 BZ0657  HISTORY     - 1947     MARK NOT FOUND   NGS
 BZ0657
 BZ0657                          STATION DESCRIPTION
 BZ0657
 BZ0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0657'3.1 MI NE FROM DAWSON.
 BZ0657'3.1 MILES NORTHEAST OF, ALONG ST.L.S.W.RY. CONCRETE POST, 10 FEET
 BZ0657'NORTHEAST OF RAILROAD TRESTLE NO. 669, 5 FEET SOUTHEAST OF MILEPOST
 BZ0657'639, 20 FEET NORTHWEST OF RAILROAD CENTER-LINE.  TABLET ON TOP OF
 BZ0657'CONCRETE POST.
 BZ0657
 BZ0657                          STATION RECOVERY (1947)
 BZ0657
 BZ0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BZ0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5440 ***********************************************************************
 AW5440  DESIGNATION -  E 1500
 AW5440  PID         -  AW5440
 AW5440  STATE/COUNTY-  TX/HARRIS
 AW5440  USGS QUAD   -  SATSUMA (1982)
 AW5440
 AW5440                         *CURRENT SURVEY CONTROL
 AW5440  ___________________________________________________________________
 AW5440* NAD 83(1986)-  29 52 50.     (N)    095 35 21.     (W)     SCALED    
 AW5440* NAVD 88     -        34.923  (meters)     114.58   (feet)  ADJUSTED  
 AW5440  ___________________________________________________________________
 AW5440  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW5440  DYNAMIC HT  -          34.875 (meters)     114.42  (feet)  COMP
 AW5440  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 AW5440
 AW5440  VERT ORDER  -  FIRST     CLASS II
 AW5440
 AW5440.The horizontal coordinates were scaled from a topographic map and have
 AW5440.an estimated accuracy of +/- 6 seconds.
 AW5440
 AW5440.The orthometric height was determined by differential leveling
 AW5440.and adjusted by the National Geodetic Survey in June 1991..
 AW5440
 AW5440.The geoid height was determined by GEOID03.
 AW5440
 AW5440.The dynamic height is computed by dividing the NAVD 88
 AW5440.geopotential number by the normal gravity value computed on the
 AW5440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5440.degrees latitude (g = 980.6199 gals.).
 AW5440
 AW5440.The modeled gravity was interpolated from observed gravity values.
 AW5440
 AW5440;                    North         East    Units  Estimated Accuracy
 AW5440;SPC TXSC     - 4,231,690.      929,420.      MT  (+/- 180 meters Scaled)
 AW5440
 AW5440                          SUPERSEDED SURVEY CONTROL
 AW5440
 AW5440  NGVD 29 (12/23/87)   34.916  (m)          114.55   (f) ADJUSTED    1 2
 AW5440
 AW5440.Superseded values are not recommended for survey control.
 AW5440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5440.See file dsdata.txt to determine how the superseded data were derived.
 AW5440
 AW5440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP499083(NAD 83)
 AW5440_MARKER: I = METAL ROD
 AW5440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5440_SP_SET: STAINLESS STEEL ROD
 AW5440_STAMPING: E 1500 1986
 AW5440_MARK LOGO: NGS   
 AW5440_PROJECTION: FLUSH
 AW5440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5440_ROD/PIPE-DEPTH: 5.5  meters
 AW5440
 AW5440  HISTORY     - Date     Condition        Report By
 AW5440  HISTORY     - 1986     MONUMENTED       NGS
 AW5440  HISTORY     - 1987     GOOD             USPSQD
 AW5440  HISTORY     - 1987     GOOD             USPSQD
 AW5440  HISTORY     - 19940326 GOOD             USPSQD
 AW5440  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW5440
 AW5440                          STATION DESCRIPTION
 AW5440
 AW5440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5440'7.4 KM (4.6 MI) NW FROM FAIRBANKS.
 AW5440'5.6 KM (3.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 290 FROM THE POST
 AW5440'OFFICE IN FAIRBANKS, THENCE 1.8 KM (1.1 MI) WESTERLY ALONG FARM ROAD
 AW5440'529, 13.3 M (43.6 FT) NORTH OF THE CENTERLINE OF THE ROAD, 10.7 M
 AW5440'(35.1 FT) EAST OF THE CENTERLINE OF WRIGHT AVENUE, 4.5 M (14.8 FT)
 AW5440'NORTHEAST OF A UTILITY POLE, AND 1.5 M (4.9 FT) NORTH OF A FENCE
 AW5440'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5440'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 AW5440'THE MARK IS ABOVE LEVEL WITH WRIGHT AVENUE.
 AW5440
 AW5440                          STATION RECOVERY (1987)
 AW5440
 AW5440'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW5440'RECOVERED IN GOOD CONDITION.
 AW5440
 AW5440                          STATION RECOVERY (1987)
 AW5440
 AW5440'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW5440'RECOVERED IN GOOD CONDITION.
 AW5440
 AW5440                          STATION RECOVERY (1994)
 AW5440
 AW5440'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5440'RECOVERED IN GOOD CONDITION.
 AW5440
 AW5440                          STATION RECOVERY (2004)
 AW5440
 AW5440'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5440'ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0975 ***********************************************************************
 DN0975  DESIGNATION -  E 1501
 DN0975  PID         -  DN0975
 DN0975  STATE/COUNTY-  TX/GRAYSON
 DN0975  USGS QUAD   -  DENISON DAM (1973)
 DN0975
 DN0975                         *CURRENT SURVEY CONTROL
 DN0975  ___________________________________________________________________
 DN0975* NAD 83(1986)-  33 45 07.     (N)    096 32 12.     (W)     SCALED    
 DN0975* NAVD 88     -       223.195  (meters)     732.27   (feet)  ADJUSTED  
 DN0975  ___________________________________________________________________
 DN0975  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DN0975  DYNAMIC HT  -         222.955 (meters)     731.48  (feet)  COMP
 DN0975  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 DN0975
 DN0975  VERT ORDER  -  FIRST     CLASS II
 DN0975
 DN0975.The horizontal coordinates were scaled from a topographic map and have
 DN0975.an estimated accuracy of +/- 6 seconds.
 DN0975
 DN0975.The orthometric height was determined by differential leveling
 DN0975.and adjusted by the National Geodetic Survey in June 1991..
 DN0975
 DN0975.The geoid height was determined by GEOID03.
 DN0975
 DN0975.The dynamic height is computed by dividing the NAVD 88
 DN0975.geopotential number by the normal gravity value computed on the
 DN0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0975.degrees latitude (g = 980.6199 gals.).
 DN0975
 DN0975.The modeled gravity was interpolated from observed gravity values.
 DN0975
 DN0975;                    North         East    Units  Estimated Accuracy
 DN0975;SPC TXNC     - 2,232,940.      781,890.      MT  (+/- 180 meters Scaled)
 DN0975
 DN0975                          SUPERSEDED SURVEY CONTROL
 DN0975
 DN0975.No superseded survey control is available for this station.
 DN0975
 DN0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC281373(NAD 83)
 DN0975_MARKER: DB = BENCH MARK DISK
 DN0975_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0975_SP_SET: PIER
 DN0975_STAMPING: E 1501 1986
 DN0975_MARK LOGO: NGS   
 DN0975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0975+STABILITY: POSITION/ELEVATION WELL
 DN0975
 DN0975  HISTORY     - Date     Condition        Report By
 DN0975  HISTORY     - 1986     MONUMENTED       NGS
 DN0975  HISTORY     - 19951111 GOOD             USPSQD
 DN0975
 DN0975                          STATION DESCRIPTION
 DN0975
 DN0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0975'IN DENISON.
 DN0975'IN DENISON, AT THE INTERSECTION OF U.S. HIGHWAY 69 AND THE MISSOURI
 DN0975'KANSAS TEXAS RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF THE NORTH
 DN0975'PIER OF THE HIGHWAY OVERPASS OF THE RAILROAD, 106.7 M (350.1 FT) NORTH
 DN0975'OF THE CENTER OF MORGAN STREET, 104.2 M (341.9 FT) SOUTH OF THE CENTER
 DN0975'OF CRAWFORD STREET, 9.6 M (31.5 FT) EAST OF THE CENTER OF THE
 DN0975'OVERPASS, AND 7.2 M (23.6 FT) WEST OF THE CENTER OF SOUTH WEIDEMAN
 DN0975'STREET.
 DN0975'THE MARK IS 1.5 M ABOVE THE GROUND.
 DN0975
 DN0975                          STATION RECOVERY (1995)
 DN0975
 DN0975'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1035 ***********************************************************************
 DN1035  DESIGNATION -  E 1502
 DN1035  PID         -  DN1035
 DN1035  STATE/COUNTY-  TX/MONTAGUE
 DN1035  USGS QUAD   -  STONEBURG (1976)
 DN1035
 DN1035                         *CURRENT SURVEY CONTROL
 DN1035  ___________________________________________________________________
 DN1035* NAD 83(1986)-  33 44 45.     (N)    097 55 46.     (W)     SCALED    
 DN1035* NAVD 88     -       266.666  (meters)     874.89   (feet)  ADJUSTED  
 DN1035  ___________________________________________________________________
 DN1035  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN1035  DYNAMIC HT  -         266.375 (meters)     873.93  (feet)  COMP
 DN1035  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 DN1035
 DN1035  VERT ORDER  -  FIRST     CLASS II
 DN1035
 DN1035.The horizontal coordinates were scaled from a topographic map and have
 DN1035.an estimated accuracy of +/- 6 seconds.
 DN1035
 DN1035.The orthometric height was determined by differential leveling
 DN1035.and adjusted by the National Geodetic Survey in June 1991..
 DN1035
 DN1035.The geoid height was determined by GEOID03.
 DN1035
 DN1035.The dynamic height is computed by dividing the NAVD 88
 DN1035.geopotential number by the normal gravity value computed on the
 DN1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1035.degrees latitude (g = 980.6199 gals.).
 DN1035
 DN1035.The modeled gravity was interpolated from observed gravity values.
 DN1035
 DN1035;                    North         East    Units  Estimated Accuracy
 DN1035;SPC TXNC     - 2,230,710.      652,860.      MT  (+/- 180 meters Scaled)
 DN1035
 DN1035                          SUPERSEDED SURVEY CONTROL
 DN1035
 DN1035.No superseded survey control is available for this station.
 DN1035
 DN1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC991344(NAD 83)
 DN1035_MARKER: DB = BENCH MARK DISK
 DN1035_SETTING: 66 = SET IN ROCK OUTCROP
 DN1035_SP_SET: ROCK OUTCROP
 DN1035_STAMPING: E 1502 1986
 DN1035_MARK LOGO: NGS   
 DN1035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1035+STABILITY: POSITION/ELEVATION WELL
 DN1035
 DN1035  HISTORY     - Date     Condition        Report By
 DN1035  HISTORY     - 1986     MONUMENTED       NGS
 DN1035
 DN1035                          STATION DESCRIPTION
 DN1035
 DN1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1035'21.8 KM (13.55 MI) NORTH FROM BOWIE.
 DN1035'21.8 KM (13.55 FT) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1035'WITH U.S. HIGHWAY 287 IN BOWIE, IN AN EXPOSED AREA OF OUTCROPPING
 DN1035'BEDROCK, 73.0 M (239.5 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF A GUARD
 DN1035'RAIL, 11.4 M (37.4 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 DN1035'HIGHWAY, AND 3.9 M (12.8 FT) NORTHEAST OF A HIGHWAY RIGHT-OF-WAY
 DN1035'MARKER.
 DN1035'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 DN1035'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5678 ***********************************************************************
 AW5678  DESIGNATION -  E 1503
 AW5678  PID         -  AW5678
 AW5678  STATE/COUNTY-  TX/HARRIS
 AW5678  USGS QUAD   -  LA PORTE (1982)
 AW5678
 AW5678                         *CURRENT SURVEY CONTROL
 AW5678  ___________________________________________________________________
 AW5678* NAD 83(1986)-  29 38 07.     (N)    095 06 29.     (W)     SCALED    
 AW5678* NAVD 88     -         5.345  (meters)      17.54   (feet)  ADJUSTED  
 AW5678  ___________________________________________________________________
 AW5678  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW5678  DYNAMIC HT  -           5.337 (meters)      17.51  (feet)  COMP
 AW5678  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 AW5678
 AW5678  VERT ORDER  -  FIRST     CLASS II
 AW5678
 AW5678.The horizontal coordinates were scaled from a topographic map and have
 AW5678.an estimated accuracy of +/- 6 seconds.
 AW5678
 AW5678.The orthometric height was determined by differential leveling
 AW5678.and adjusted by the National Geodetic Survey in June 1991..
 AW5678
 AW5678.The geoid height was determined by GEOID03.
 AW5678
 AW5678.The dynamic height is computed by dividing the NAVD 88
 AW5678.geopotential number by the normal gravity value computed on the
 AW5678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5678.degrees latitude (g = 980.6199 gals.).
 AW5678
 AW5678.The modeled gravity was interpolated from observed gravity values.
 AW5678
 AW5678;                    North         East    Units  Estimated Accuracy
 AW5678;SPC TXSC     - 4,205,970.      976,770.      MT  (+/- 180 meters Scaled)
 AW5678
 AW5678                          SUPERSEDED SURVEY CONTROL
 AW5678
 AW5678  NGVD 29 (12/23/87)    5.342  (m)           17.53   (f) ADJUSTED    1 2
 AW5678
 AW5678.Superseded values are not recommended for survey control.
 AW5678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5678.See file dsdata.txt to determine how the superseded data were derived.
 AW5678
 AW5678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN959802(NAD 83)
 AW5678_MARKER: I = METAL ROD
 AW5678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5678_SP_SET: STAINLESS STEEL ROD
 AW5678_STAMPING: E 1503 1986
 AW5678_MARK LOGO: NGS   
 AW5678_PROJECTION: FLUSH
 AW5678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5678+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW5678_ROD/PIPE-DEPTH: 7.2  meters
 AW5678
 AW5678  HISTORY     - Date     Condition        Report By
 AW5678  HISTORY     - 1986     MONUMENTED       NGS
 AW5678  HISTORY     - 1987     GOOD             USPSQD
 AW5678  HISTORY     - 19900805 GOOD             USPSQD
 AW5678  HISTORY     - 19940326 GOOD             USPSQD
 AW5678  HISTORY     - 19991113 GOOD             USPSQD
 AW5678  HISTORY     - 20040505 GOOD             USPSQD
 AW5678  HISTORY     - 20050705 GOOD             USPSQD
 AW5678
 AW5678                          STATION DESCRIPTION
 AW5678
 AW5678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5678'9.2 KM (5.7 MI) EAST FROM GENOA.
 AW5678'9.2 KM (5.7 MI) EAST ALONG GENOA-RED BLUFF ROAD FROM THE GALVESTON,
 AW5678'HOUSTON AND HENDERSON RAILROAD STATION IN GENOA, AT THE JUNCTION OF
 AW5678'GENOA-RED BLUFF ROAD AND THE SOUTHBOUND LANES OF RED BLUFF ROAD TO THE
 AW5678'MARK ON THE LEFT IN THE MEDIAN OF RED BLUFF ROAD BETWEEN TWO WITNESS
 AW5678'POST, 24.84 METERS (81.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 AW5678'WESTERN MOST TWO OF THREE SOUTHEASTBOUND LANES OF RED BLUFF ROAD, 7.83
 AW5678'METERS (25.7 FT) NORTH-NORTHWEST OF THE CENTERLINE OF A CROSS-OVER
 AW5678'ROAD, 0.76 METER (2.5 FT) NORTH-NORTHWEST OF UTILITY POLE NUMBER P3913
 AW5678'WITH STREET LAMP, 0.38 METER (1.2 FT) NORTHEAST OF WITNESS POST.
 AW5678'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5678'THE MARK IS 0.38 METERS  SW FROM  A WITNESS POST
 AW5678'THE MARK IS ABOVE LEVEL WITH RED BLUFF ROAD.
 AW5678
 AW5678                          STATION RECOVERY (1987)
 AW5678
 AW5678'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW5678'RECOVERED IN GOOD CONDITION.
 AW5678
 AW5678                          STATION RECOVERY (1990)
 AW5678
 AW5678'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW5678'RECOVERED IN GOOD CONDITION.
 AW5678
 AW5678                          STATION RECOVERY (1994)
 AW5678
 AW5678'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5678'RECOVERED IN GOOD CONDITION.
 AW5678
 AW5678                          STATION RECOVERY (1999)
 AW5678
 AW5678'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5678'RECOVERED IN GOOD CONDITION.
 AW5678
 AW5678                          STATION RECOVERY (2004)
 AW5678
 AW5678'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5678'RECOVERED IN GOOD CONDITION.
 AW5678
 AW5678                          STATION RECOVERY (2005)
 AW5678
 AW5678'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5678'GP IS OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5403 ***********************************************************************
 AW5403  DESIGNATION -  E 1504
 AW5403  PID         -  AW5403
 AW5403  STATE/COUNTY-  TX/FORT BEND
 AW5403  USGS QUAD   -  CLODINE (1995)
 AW5403
 AW5403                         *CURRENT SURVEY CONTROL
 AW5403  ___________________________________________________________________
 AW5403* NAD 83(1986)-  29 40 06.     (N)    095 38 36.     (W)     SCALED    
 AW5403* NAVD 88     -        26.516  (meters)      86.99   (feet)  ADJUSTED  
 AW5403  ___________________________________________________________________
 AW5403  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW5403  DYNAMIC HT  -          26.480 (meters)      86.88  (feet)  COMP
 AW5403  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 AW5403
 AW5403  VERT ORDER  -  FIRST     CLASS II
 AW5403
 AW5403.The horizontal coordinates were scaled from a topographic map and have
 AW5403.an estimated accuracy of +/- 6 seconds.
 AW5403
 AW5403.The orthometric height was determined by differential leveling
 AW5403.and adjusted by the National Geodetic Survey in June 1991..
 AW5403
 AW5403.The geoid height was determined by GEOID03.
 AW5403
 AW5403.The dynamic height is computed by dividing the NAVD 88
 AW5403.geopotential number by the normal gravity value computed on the
 AW5403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5403.degrees latitude (g = 980.6199 gals.).
 AW5403
 AW5403.The modeled gravity was interpolated from observed gravity values.
 AW5403
 AW5403;                    North         East    Units  Estimated Accuracy
 AW5403;SPC TXSC     - 4,208,030.      924,860.      MT  (+/- 180 meters Scaled)
 AW5403
 AW5403                          SUPERSEDED SURVEY CONTROL
 AW5403
 AW5403  NGVD 29 (12/23/87)   26.510  (m)           86.97   (f) ADJUSTED    1 2
 AW5403
 AW5403.Superseded values are not recommended for survey control.
 AW5403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5403.See file dsdata.txt to determine how the superseded data were derived.
 AW5403
 AW5403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN441849(NAD 83)
 AW5403_MARKER: I = METAL ROD
 AW5403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5403_SP_SET: STAINLESS STEEL ROD
 AW5403_STAMPING: E 1504 1986
 AW5403_MARK LOGO: NGS   
 AW5403_PROJECTION: FLUSH
 AW5403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5403+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 AW5403_ROD/PIPE-DEPTH: 11.0 meters
 AW5403
 AW5403  HISTORY     - Date     Condition        Report By
 AW5403  HISTORY     - 1986     MONUMENTED       NGS
 AW5403  HISTORY     - 19980228 GOOD             USPSQD
 AW5403  HISTORY     - 19981121 GOOD             USPSQD
 AW5403  HISTORY     - 20040713 GOOD             USPSQD
 AW5403
 AW5403                          STATION DESCRIPTION
 AW5403
 AW5403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5403'12.9 KM (8.0 MI) SOUTH FROM ADDICKS.
 AW5403'12.9 KM (8.0 MI) SOUTH ALONG STATE HIGHWAY 6 FROM THE INTERSTATE
 AW5403'HIGHWAY 10 OVERPASS IN ADDICKS, AT THE JUNCTION OF OLD RICHMOND ROAD
 AW5403'EAST AND GASTON ROAD WEST, 23.2 METERS (76.0 FT) EAST OF THE
 AW5403'CENTERLINE OF HIGHWAY 6 NORTHBOUND, 17.2 METERS (56.3 FT) SOUTH OF THE
 AW5403'CENTERLINE OF OLD RICHMOND ROAD, 12.2 METERS (40.0 FT) SOUTH OF THE
 AW5403'CENTER OF A CULVERT HEADWALL, 11.0 METERS (36.0 FT) SOUTHWEST OF A
 AW5403'POWER POLE, 0.79 METER (2.6 FT) NORTHEAST OF A FENCE CORNER, 0.30
 AW5403'METER (1.0 FT) NORTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS
 AW5403'HAD THROUGH A 5-INCH LOGO CAP.
 AW5403'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 AW5403'THE MARK IS ABOVE LEVEL WITH OLD RICHMOND ROAD.
 AW5403
 AW5403                          STATION RECOVERY (1998)
 AW5403
 AW5403'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5403'RECOVERED IN GOOD CONDITION.
 AW5403
 AW5403                          STATION RECOVERY (1998)
 AW5403
 AW5403'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5403'RECOVERED IN GOOD CONDITION.
 AW5403
 AW5403                          STATION RECOVERY (2004)
 AW5403
 AW5403'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5476 ***********************************************************************
 AW5476  DESIGNATION -  E 1505
 AW5476  PID         -  AW5476
 AW5476  STATE/COUNTY-  TX/FORT BEND
 AW5476  USGS QUAD   -  SMITHERS LAKE (1980)
 AW5476
 AW5476                         *CURRENT SURVEY CONTROL
 AW5476  ___________________________________________________________________
 AW5476* NAD 83(1986)-  29 28 22.     (N)    095 38 56.     (W)     SCALED    
 AW5476* NAVD 88     -        22.087  (meters)      72.46   (feet)  ADJUSTED  
 AW5476  ___________________________________________________________________
 AW5476  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW5476  DYNAMIC HT  -          22.056 (meters)      72.36  (feet)  COMP
 AW5476  MODELED GRAV-     979,264.9   (mgal)                       NAVD 88
 AW5476
 AW5476  VERT ORDER  -  FIRST     CLASS II
 AW5476
 AW5476.The horizontal coordinates were scaled from a topographic map and have
 AW5476.an estimated accuracy of +/- 6 seconds.
 AW5476
 AW5476.The orthometric height was determined by differential leveling
 AW5476.and adjusted by the National Geodetic Survey in June 1991..
 AW5476
 AW5476.The geoid height was determined by GEOID03.
 AW5476
 AW5476.The dynamic height is computed by dividing the NAVD 88
 AW5476.geopotential number by the normal gravity value computed on the
 AW5476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5476.degrees latitude (g = 980.6199 gals.).
 AW5476
 AW5476.The modeled gravity was interpolated from observed gravity values.
 AW5476
 AW5476;                    North         East    Units  Estimated Accuracy
 AW5476;SPC TXSC     - 4,186,350.      924,940.      MT  (+/- 180 meters Scaled)
 AW5476
 AW5476                          SUPERSEDED SURVEY CONTROL
 AW5476
 AW5476  NGVD 29 (12/23/87)   22.083  (m)           72.45   (f) ADJUSTED    1 2
 AW5476
 AW5476.Superseded values are not recommended for survey control.
 AW5476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5476.See file dsdata.txt to determine how the superseded data were derived.
 AW5476
 AW5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN431632(NAD 83)
 AW5476_MARKER: I = METAL ROD
 AW5476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5476_SP_SET: STAINLESS STEEL ROD
 AW5476_STAMPING: E 1505 1987
 AW5476_MARK LOGO: NGS   
 AW5476_PROJECTION: FLUSH
 AW5476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5476_ROD/PIPE-DEPTH: 7.3  meters
 AW5476
 AW5476  HISTORY     - Date     Condition        Report By
 AW5476  HISTORY     - 1987     MONUMENTED       NGS
 AW5476  HISTORY     - 1988     POOR             USPSQD
 AW5476  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW5476  HISTORY     - 19980103 POOR             USPSQD
 AW5476  HISTORY     - 19981121 POOR             USPSQD
 AW5476
 AW5476                          STATION DESCRIPTION
 AW5476
 AW5476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5476'24.8 KM (15.4 MI) NE FROM GUY.
 AW5476'12.3 KM (7.65 MI) NORTHEAST ALONG FM ROAD 1994 FROM THE JUNCTION OF
 AW5476'STATE HIGHWAY 36 IN GUY, THENCE 8.6 KM (5.35 MI) NORTH-NORTHEAST ALONG
 AW5476'FM ROAD 762, THENCE 3.8 KM (2.35 MI) EAST-SOUTHEAST ALONG SMITHERS
 AW5476'LAKE ROAD, AT A CANAL CROSSING, 13.1 METERS (43.0 FT) NORTH OF THE
 AW5476'CENTERLINE OF SMITHERS LAKE ROAD, 13.5 METERS (44.5 FT) SOUTHEAST OF A
 AW5476'METAL LIGHT POLE, 7.9 METERS (26.0 FT) SOUTH OF A CHAIN-LINK FENCE,
 AW5476'5.5 METERS (18.0 FT) NORTH-NORTHWEST OF THE EAST END OF A 40-INCH
 AW5476'CONCRETE PIPE CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5476'5-INCH LOGO CAP.
 AW5476'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5476'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5476
 AW5476                          STATION RECOVERY (1988)
 AW5476
 AW5476'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLL)
 AW5476'MARK RECOVERED IN POOR CONDITION.
 AW5476
 AW5476                          STATION RECOVERY (1996)
 AW5476
 AW5476'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5476'MARK NOT FOUND.
 AW5476
 AW5476                          STATION RECOVERY (1998)
 AW5476
 AW5476'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5476'MARK RECOVERED IN POOR CONDITION.
 AW5476
 AW5476                          STATION RECOVERY (1998)
 AW5476
 AW5476'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5476'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5541 ***********************************************************************
 AW5541  DESIGNATION -  E 1506
 AW5541  PID         -  AW5541
 AW5541  STATE/COUNTY-  TX/FORT BEND
 AW5541  USGS QUAD   -  RICHMOND (1980)
 AW5541
 AW5541                         *CURRENT SURVEY CONTROL
 AW5541  ___________________________________________________________________
 AW5541* NAD 83(1986)-  29 31 44.     (N)    095 51 59.     (W)     SCALED    
 AW5541* NAVD 88     -        31.928  (meters)     104.75   (feet)  ADJUSTED  
 AW5541  ___________________________________________________________________
 AW5541  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW5541  DYNAMIC HT  -          31.884 (meters)     104.61  (feet)  COMP
 AW5541  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 AW5541
 AW5541  VERT ORDER  -  FIRST     CLASS I
 AW5541
 AW5541.The horizontal coordinates were scaled from a topographic map and have
 AW5541.an estimated accuracy of +/- 6 seconds.
 AW5541
 AW5541.The orthometric height was determined by differential leveling
 AW5541.and adjusted by the National Geodetic Survey in June 1991..
 AW5541
 AW5541.The geoid height was determined by GEOID03.
 AW5541
 AW5541.The dynamic height is computed by dividing the NAVD 88
 AW5541.geopotential number by the normal gravity value computed on the
 AW5541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5541.degrees latitude (g = 980.6199 gals.).
 AW5541
 AW5541.The modeled gravity was interpolated from observed gravity values.
 AW5541
 AW5541;                    North         East    Units  Estimated Accuracy
 AW5541;SPC TXSC     - 4,191,980.      903,690.      MT  (+/- 180 meters Scaled)
 AW5541
 AW5541                          SUPERSEDED SURVEY CONTROL
 AW5541
 AW5541  NGVD 29 (12/23/87)   31.925  (m)          104.74   (f) ADJUSTED    1 1
 AW5541
 AW5541.Superseded values are not recommended for survey control.
 AW5541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5541.See file dsdata.txt to determine how the superseded data were derived.
 AW5541
 AW5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN221700(NAD 83)
 AW5541_MARKER: I = METAL ROD
 AW5541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5541_SP_SET: STAINLESS STEEL ROD
 AW5541_STAMPING: E 1506 1987
 AW5541_MARK LOGO: NGS   
 AW5541_PROJECTION: FLUSH
 AW5541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5541_ROD/PIPE-DEPTH: 15.8 meters
 AW5541
 AW5541  HISTORY     - Date     Condition        Report By
 AW5541  HISTORY     - 1987     MONUMENTED       NGS
 AW5541  HISTORY     - 19931204 GOOD             USPSQD
 AW5541  HISTORY     - 19991120 GOOD             USPSQD
 AW5541
 AW5541                          STATION DESCRIPTION
 AW5541
 AW5541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5541'5.8 KM (3.6 MI) NE FROM BEASLEY.
 AW5541'1.6 KM (1.0 MI) NORTHEAST ALONG BUSINESS ROUTE 59 FROM THE POST OFFICE
 AW5541'IN BEASLEY, THENCE 4.2 KM (2.6 MI) NORTHEAST ALONG US HIGHWAY 59, IN
 AW5541'THE WEST CORNER OF THE T-JUNCTION OF MILLER ROAD, 16.7 METERS
 AW5541'(55.0 FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY 59 WESTBOUND, 13.2
 AW5541'METERS (43.5 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN
 AW5541'PACIFIC COMPANY RAILROAD, 9.4 METERS (31.0 FT) SOUTHWEST OF THE
 AW5541'CENTERLINE OF MILLER ROAD, 4.8 METERS (16.0 FT) WEST-SOUTHWEST OF A
 AW5541'POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5541'CAP.
 AW5541'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AW5541'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 AW5541
 AW5541                          STATION RECOVERY (1993)
 AW5541
 AW5541'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5541'RECOVERED IN GOOD CONDITION.
 AW5541
 AW5541                          STATION RECOVERY (1999)
 AW5541
 AW5541'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5705 ***********************************************************************
 AW5705  DESIGNATION -  E 1507
 AW5705  PID         -  AW5705
 AW5705  STATE/COUNTY-  TX/GALVESTON
 AW5705  USGS QUAD   -  HITCHCOCK (1974)
 AW5705
 AW5705                         *CURRENT SURVEY CONTROL
 AW5705  ___________________________________________________________________
 AW5705* NAD 83(1986)-  29 20 49.     (N)    095 01 00.     (W)     SCALED    
 AW5705* NAVD 88     -         4.250  (meters)      13.94   (feet)  ADJUSTED  
 AW5705  ___________________________________________________________________
 AW5705  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW5705  DYNAMIC HT  -           4.244 (meters)      13.92  (feet)  COMP
 AW5705  MODELED GRAV-     979,264.0   (mgal)                       NAVD 88
 AW5705
 AW5705  VERT ORDER  -  FIRST     CLASS II
 AW5705
 AW5705.The horizontal coordinates were scaled from a topographic map and have
 AW5705.an estimated accuracy of +/- 6 seconds.
 AW5705
 AW5705.The orthometric height was determined by differential leveling
 AW5705.and adjusted by the National Geodetic Survey in June 1991..
 AW5705
 AW5705.The geoid height was determined by GEOID03.
 AW5705
 AW5705.The dynamic height is computed by dividing the NAVD 88
 AW5705.geopotential number by the normal gravity value computed on the
 AW5705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5705.degrees latitude (g = 980.6199 gals.).
 AW5705
 AW5705.The modeled gravity was interpolated from observed gravity values.
 AW5705
 AW5705;                    North         East    Units  Estimated Accuracy
 AW5705;SPC TXSC     - 4,174,330.      986,700.      MT  (+/- 180 meters Scaled)
 AW5705
 AW5705                          SUPERSEDED SURVEY CONTROL
 AW5705
 AW5705  NGVD 29 (12/23/87)    4.247  (m)           13.93   (f) ADJUSTED    1 2
 AW5705
 AW5705.Superseded values are not recommended for survey control.
 AW5705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5705.See file dsdata.txt to determine how the superseded data were derived.
 AW5705
 AW5705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN042481(NAD 83)
 AW5705_MARKER: I = METAL ROD
 AW5705_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5705_SP_SET: STAINLESS STEEL ROD
 AW5705_STAMPING: E 1507 1987
 AW5705_MARK LOGO: NGS   
 AW5705_PROJECTION: FLUSH
 AW5705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5705+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 AW5705_ROD/PIPE-DEPTH: 10.9 meters
 AW5705
 AW5705  HISTORY     - Date     Condition        Report By
 AW5705  HISTORY     - 1987     MONUMENTED       NGS
 AW5705  HISTORY     - 1987     GOOD             USPSQD
 AW5705  HISTORY     - 1987     GOOD             USPSQD
 AW5705  HISTORY     - 1987     GOOD             USPSQD
 AW5705  HISTORY     - 1987     GOOD             USPSQD
 AW5705  HISTORY     - 1988     GOOD             USPSQD
 AW5705  HISTORY     - 1988     GOOD             USPSQD
 AW5705  HISTORY     - 1988     GOOD             USPSQD
 AW5705  HISTORY     - 1988     GOOD             USPSQD
 AW5705  HISTORY     - 1988     GOOD             USPSQD
 AW5705  HISTORY     - 1988     GOOD             USPSQD
 AW5705  HISTORY     - 1988     GOOD             USPSQD
 AW5705  HISTORY     - 19940326 GOOD             USPSQD
 AW5705  HISTORY     - 20030719 GOOD             USPSQD
 AW5705  HISTORY     - 20041021 GOOD             USPSQD
 AW5705
 AW5705                          STATION DESCRIPTION
 AW5705
 AW5705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5705'IN HITCHCOCK.
 AW5705'IN HITCHCOCK, 0.6 KM (0.4 MI) EAST ALONG STATE HIGHWAY 6 FROM THE POST
 AW5705'OFFICE, THENCE 0.2 KM (0.1 MI) SOUTH ALONG BULLDOG LANE TO MARTIN L.
 AW5705'KING STREET AND THE MARK ON THE RIGHT, 14.6 METERS (48.0 FT) WEST OF
 AW5705'THE CENTER OF BULLDOG LANE, 12.7 METERS (41.9 FT) NORTH OF THE NORTH
 AW5705'RAIL OF THE TRACKS, 12.2 METERS (40.0 FT) NORTHWEST OF THE NORTHWEST
 AW5705'CORNER OF A CROSSING SIGNAL LIGHT, 9.4 METERS (31.0 FT) SOUTH OF THE
 AW5705'CENTER OF MARTIN L. KING STREET.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5705'THROUGH A 5-INCH LOGO CAP.
 AW5705'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 AW5705'THE MARK IS ABOVE LEVEL WITH MARTIN L. KING STREET.
 AW5705
 AW5705                          STATION RECOVERY (1987)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW5705'RECOVERED IN GOOD CONDITION.
 AW5705
 AW5705                          STATION RECOVERY (1987)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW5705'RECOVERED IN GOOD CONDITION.
 AW5705
 AW5705                          STATION RECOVERY (1987)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW5705'RECOVERED IN GOOD CONDITION.
 AW5705
 AW5705                          STATION RECOVERY (1987)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 1987 (BT)
 AW5705'RECOVERED IN GOOD CONDITION.
 AW5705
 AW5705                          STATION RECOVERY (1988)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW5705'RECOVERED IN GOOD CONDITION.
 AW5705
 AW5705                          STATION RECOVERY (1988)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW5705'RECOVERED IN GOOD CONDITION.
 AW5705
 AW5705                          STATION RECOVERY (1988)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW5705'RECOVERED IN GOOD CONDITION.
 AW5705
 AW5705                          STATION RECOVERY (1988)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW5705'RECOVERED IN GOOD CONDITION.
 AW5705
 AW5705                          STATION RECOVERY (1988)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW5705'RECOVERED IN GOOD CONDITION.
 AW5705
 AW5705                          STATION RECOVERY (1988)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW5705'RECOVERED IN GOOD CONDITION.
 AW5705
 AW5705                          STATION RECOVERY (1988)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW5705'RECOVERED IN GOOD CONDITION.
 AW5705
 AW5705                          STATION RECOVERY (1994)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5705'RECOVERED IN GOOD CONDITION.
 AW5705
 AW5705                          STATION RECOVERY (2003)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW5705'RECOVERED IN GOOD CONDITION.
 AW5705
 AW5705                          STATION RECOVERY (2004)
 AW5705
 AW5705'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5705'NO WITNESS POST AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5709 ***********************************************************************
 AW5709  DESIGNATION -  E 1508
 AW5709  PID         -  AW5709
 AW5709  STATE/COUNTY-  TX/GALVESTON
 AW5709  USGS QUAD   -  SEA ISLE (1974)
 AW5709
 AW5709                         *CURRENT SURVEY CONTROL
 AW5709  ___________________________________________________________________
 AW5709* NAD 83(1986)-  29 08 00.     (N)    095 03 13.     (W)     SCALED    
 AW5709* NAVD 88     -         2.474  (meters)       8.12   (feet)  ADJUSTED  
 AW5709  ___________________________________________________________________
 AW5709  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AW5709  DYNAMIC HT  -           2.471 (meters)       8.11  (feet)  COMP
 AW5709  MODELED GRAV-     979,248.1   (mgal)                       NAVD 88
 AW5709
 AW5709  VERT ORDER  -  FIRST     CLASS I
 AW5709
 AW5709.The horizontal coordinates were scaled from a topographic map and have
 AW5709.an estimated accuracy of +/- 6 seconds.
 AW5709
 AW5709.The orthometric height was determined by differential leveling
 AW5709.and adjusted by the National Geodetic Survey in June 1991..
 AW5709
 AW5709.The geoid height was determined by GEOID03.
 AW5709
 AW5709.The dynamic height is computed by dividing the NAVD 88
 AW5709.geopotential number by the normal gravity value computed on the
 AW5709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5709.degrees latitude (g = 980.6199 gals.).
 AW5709
 AW5709.The modeled gravity was interpolated from observed gravity values.
 AW5709
 AW5709;                    North         East    Units  Estimated Accuracy
 AW5709;SPC TXSC     - 4,150,550.      983,910.      MT  (+/- 180 meters Scaled)
 AW5709
 AW5709                          SUPERSEDED SURVEY CONTROL
 AW5709
 AW5709  NGVD 29 (12/23/87)    2.471  (m)            8.11   (f) ADJUSTED    1 1
 AW5709
 AW5709.Superseded values are not recommended for survey control.
 AW5709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5709.See file dsdata.txt to determine how the superseded data were derived.
 AW5709
 AW5709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN002245(NAD 83)
 AW5709_MARKER: I = METAL ROD
 AW5709_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5709_SP_SET: STAINLESS STEEL ROD
 AW5709_STAMPING: E 1508 1987
 AW5709_MARK LOGO: NGS   
 AW5709_PROJECTION: FLUSH
 AW5709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5709_ROD/PIPE-DEPTH: 26.8 meters
 AW5709
 AW5709  HISTORY     - Date     Condition        Report By
 AW5709  HISTORY     - 1987     MONUMENTED       NGS
 AW5709  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 AW5709  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW5709
 AW5709                          STATION DESCRIPTION
 AW5709
 AW5709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5709'9.7 KM (6.0 MI) SW FROM JAMAICA BEACH.
 AW5709'9.7 KM (6.05 MI) SOUTHWEST ALONG FARM MARKET ROAD 3005 FROM THE
 AW5709'JUNCTION OF BUCCANEER DRIVE IN JAMAICA BEACH, 28.0 M (91.9 FT) NORTH
 AW5709'OF THE CENTERLINE OF THE ROAD, 21.3 M (69.9 FT) SOUTHWEST OF THE
 AW5709'CENTER OF THE MEDIAN OF ISLA DEL SOL DRIVE, 13.7 M (44.9 FT) NORTHWEST
 AW5709'OF UTILITY POLE NUMBER 209, 7.2 M (23.6 FT) NORTHWEST OF AN
 AW5709'ELECTRIC METER SUPPORT POLE, 4.1 M (13.5 FT) NORTHWEST OF THE
 AW5709'NORTHWEST EDGE OF A SIDEWALK, AND 3.0 M (9.8 FT) SOUTHWEST OF THE MOST
 AW5709'WESTERLY 1 OF 3 PALM TREES.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5709'THROUGH A 5-INCH LOGO CAP.
 AW5709'THE MARK IS ABOVE LEVEL WITH A PARKING LOT.
 AW5709
 AW5709                          STATION RECOVERY (1994)
 AW5709
 AW5709'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5709'MARK NOT FOUND.
 AW5709
 AW5709                          STATION RECOVERY (2004)
 AW5709
 AW5709'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5654 ***********************************************************************
 AW5654  DESIGNATION -  E 1509
 AW5654  PID         -  AW5654
 AW5654  STATE/COUNTY-  TX/HARRIS
 AW5654  USGS QUAD   -  JACINTO CITY (1982)
 AW5654
 AW5654                         *CURRENT SURVEY CONTROL
 AW5654  ___________________________________________________________________
 AW5654* NAD 83(1986)-  29 46 15.     (N)    095 12 51.     (W)     SCALED    
 AW5654* NAVD 88     -         8.377  (meters)      27.48   (feet)  ADJUSTED  
 AW5654  ___________________________________________________________________
 AW5654  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW5654  DYNAMIC HT  -           8.365 (meters)      27.44  (feet)  COMP
 AW5654  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 AW5654
 AW5654  VERT ORDER  -  FIRST     CLASS II
 AW5654
 AW5654.The horizontal coordinates were scaled from a topographic map and have
 AW5654.an estimated accuracy of +/- 6 seconds.
 AW5654
 AW5654.The orthometric height was determined by differential leveling
 AW5654.and adjusted by the National Geodetic Survey in June 1991..
 AW5654
 AW5654.The geoid height was determined by GEOID03.
 AW5654
 AW5654.The dynamic height is computed by dividing the NAVD 88
 AW5654.geopotential number by the normal gravity value computed on the
 AW5654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5654.degrees latitude (g = 980.6199 gals.).
 AW5654
 AW5654.The modeled gravity was interpolated from observed gravity values.
 AW5654
 AW5654;                    North         East    Units  Estimated Accuracy
 AW5654;SPC TXSC     - 4,220,650.      966,010.      MT  (+/- 180 meters Scaled)
 AW5654
 AW5654                          SUPERSEDED SURVEY CONTROL
 AW5654
 AW5654  NGVD 29 (12/23/87)    8.374  (m)           27.47   (f) ADJUSTED    1 2
 AW5654
 AW5654.Superseded values are not recommended for survey control.
 AW5654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5654.See file dsdata.txt to determine how the superseded data were derived.
 AW5654
 AW5654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN859954(NAD 83)
 AW5654_MARKER: DB = BENCH MARK DISK
 AW5654_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW5654_SP_SET: PIER
 AW5654_STAMPING: E 1509 1986
 AW5654_MARK LOGO: NGS   
 AW5654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5654
 AW5654  HISTORY     - Date     Condition        Report By
 AW5654  HISTORY     - 1986     MONUMENTED       NGS
 AW5654  HISTORY     - 19940625 GOOD             USPSQD
 AW5654  HISTORY     - 19991113 GOOD             USPSQD
 AW5654
 AW5654                          STATION DESCRIPTION
 AW5654
 AW5654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5654'IN HOUSTON.
 AW5654'IN HOUSTON, AT THE JUNCTION OF FEDERAL ROAD AND INTERSTATE HIGHWAY 10,
 AW5654'SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1 OF 9 COLUMNS
 AW5654'OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF THE WEST BOUND
 AW5654'INTERSTATE HIGHWAY OVERPASS OF THE ROAD, 26.9 M (88.3 FT) WEST OF THE
 AW5654'CENTERLINE OF THE SOUTH BOUND LANES OF THE ROAD, AND 23.5 M (77.1 FT)
 AW5654'NORTH OF THE CENTER OF THE OVERPASS.
 AW5654'THE MARK IS 1.4 M ABOVE A CONCRETE PAD.
 AW5654
 AW5654                          STATION RECOVERY (1994)
 AW5654
 AW5654'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5654'RECOVERED IN GOOD CONDITION.
 AW5654
 AW5654                          STATION RECOVERY (1999)
 AW5654
 AW5654'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0526 ***********************************************************************
 CR0526  DESIGNATION -  E 151
 CR0526  PID         -  CR0526
 CR0526  STATE/COUNTY-  TX/HENDERSON
 CR0526  USGS QUAD   -  ATHENS (1984)
 CR0526
 CR0526                         *CURRENT SURVEY CONTROL
 CR0526  ___________________________________________________________________
 CR0526* NAD 83(1986)-  32 12 25.     (N)    095 51 15.     (W)     SCALED    
 CR0526* NAVD 88     -       151.050  (meters)     495.57   (feet)  ADJUSTED  
 CR0526  ___________________________________________________________________
 CR0526  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0526  DYNAMIC HT  -         150.873 (meters)     494.99  (feet)  COMP
 CR0526  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 CR0526
 CR0526  VERT ORDER  -  SECOND    CLASS 0
 CR0526
 CR0526.The horizontal coordinates were scaled from a topographic map and have
 CR0526.an estimated accuracy of +/- 6 seconds.
 CR0526
 CR0526.The orthometric height was determined by differential leveling
 CR0526.and adjusted by the National Geodetic Survey in June 1991..
 CR0526
 CR0526.The geoid height was determined by GEOID03.
 CR0526
 CR0526.The dynamic height is computed by dividing the NAVD 88
 CR0526.geopotential number by the normal gravity value computed on the
 CR0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0526.degrees latitude (g = 980.6199 gals.).
 CR0526
 CR0526.The modeled gravity was interpolated from observed gravity values.
 CR0526
 CR0526;                    North         East    Units  Estimated Accuracy
 CR0526;SPC TXNC     - 2,063,050.      849,420.      MT  (+/- 180 meters Scaled)
 CR0526
 CR0526                          SUPERSEDED SURVEY CONTROL
 CR0526
 CR0526  NGVD 29 (??/??/92)  151.055  (m)          495.59   (f) ADJ UNCH    2 0
 CR0526
 CR0526.Superseded values are not recommended for survey control.
 CR0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0526.See file dsdata.txt to determine how the superseded data were derived.
 CR0526
 CR0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR309669(NAD 83)
 CR0526_MARKER: DB = BENCH MARK DISK
 CR0526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0526_SP_SET: BUILDING
 CR0526_STAMPING: E 151 1933 495.521
 CR0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0526
 CR0526  HISTORY     - Date     Condition        Report By
 CR0526  HISTORY     - 1933     MONUMENTED       CGS
 CR0526  HISTORY     - 1948     GOOD             NGS
 CR0526  HISTORY     - 19980613 MARK NOT FOUND   USPSQD
 CR0526
 CR0526                          STATION DESCRIPTION
 CR0526
 CR0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0526'IN ATHENS.
 CR0526'AT ATHENS, AT THE ST. LOUIS SOUTHWESTERN RAILWAY STATION, 38.0 FEET
 CR0526'SOUTHWEST OF THE NORTH CORNER OF THE STATION, 3.3 FEET NORTHEAST OF
 CR0526'THE CENTER LINE OF THE MAIN ENTRANCE ON THE NORTHWEST SIDE OF THE
 CR0526'STATION, SET VERTICALLY 4.5 FEET ABOVE THE GROUND IN THE NORTHWEST
 CR0526'BRICK WALL OF THE STATION.
 CR0526
 CR0526                          STATION RECOVERY (1998)
 CR0526
 CR0526'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1995 ***********************************************************************
 BL1995  DESIGNATION -  E 1510
 BL1995  PID         -  BL1995
 BL1995  STATE/COUNTY-  TX/HARRIS
 BL1995  USGS QUAD   -  SPRING (1982)
 BL1995
 BL1995                         *CURRENT SURVEY CONTROL
 BL1995  ___________________________________________________________________
 BL1995* NAD 83(1986)-  30 01 11.     (N)    095 24 04.     (W)     SCALED    
 BL1995* NAVD 88     -        31.930  (meters)     104.76   (feet)  ADJUSTED  
 BL1995  ___________________________________________________________________
 BL1995  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BL1995  DYNAMIC HT  -          31.887 (meters)     104.62  (feet)  COMP
 BL1995  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 BL1995
 BL1995  VERT ORDER  -  FIRST     CLASS II
 BL1995
 BL1995.The horizontal coordinates were scaled from a topographic map and have
 BL1995.an estimated accuracy of +/- 6 seconds.
 BL1995
 BL1995.The orthometric height was determined by differential leveling
 BL1995.and adjusted by the National Geodetic Survey in June 1991..
 BL1995
 BL1995.The geoid height was determined by GEOID03.
 BL1995
 BL1995.The dynamic height is computed by dividing the NAVD 88
 BL1995.geopotential number by the normal gravity value computed on the
 BL1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1995.degrees latitude (g = 980.6199 gals.).
 BL1995
 BL1995.The modeled gravity was interpolated from observed gravity values.
 BL1995
 BL1995;                    North         East    Units  Estimated Accuracy
 BL1995;SPC TXSC     - 4,247,660.      947,100.      MT  (+/- 180 meters Scaled)
 BL1995
 BL1995                          SUPERSEDED SURVEY CONTROL
 BL1995
 BL1995  NGVD 29 (12/23/87)   31.929  (m)          104.75   (f) ADJUSTED    1 2
 BL1995
 BL1995.Superseded values are not recommended for survey control.
 BL1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1995.See file dsdata.txt to determine how the superseded data were derived.
 BL1995
 BL1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP684233(NAD 83)
 BL1995_MARKER: I = METAL ROD
 BL1995_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1995_SP_SET: STAINLESS STEEL ROD
 BL1995_STAMPING: E 1510 1987
 BL1995_MARK LOGO: NGS   
 BL1995_PROJECTION: RECESSED 2 CENTIMETERS
 BL1995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1995+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 BL1995_ROD/PIPE-DEPTH: 9.1  meters
 BL1995
 BL1995  HISTORY     - Date     Condition        Report By
 BL1995  HISTORY     - 1987     MONUMENTED       NGS
 BL1995  HISTORY     - 19950905 GOOD             USPSQD
 BL1995  HISTORY     - 20040927 GOOD             USPSQD
 BL1995
 BL1995                          STATION DESCRIPTION
 BL1995
 BL1995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL1995'6.7 KM (4.15 MI) SOUTH FROM SPRING.
 BL1995'6.7 KM (4.15 MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BL1995'ITS JUNCTION WITH SPRING SCHOOL ROAD IN SPRING, 56.1 M (184.1 FT) EAST
 BL1995'OF THE NEAR RAIL, 36.2 M (118.8 FT) EAST OF THE CENTER OF HARDY
 BL1995'STREET, 20.6 M (67.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CHURCH
 BL1995'OF CHRIST, 10.6 M (34.8 FT) SOUTH OF THE CENTERLINE OF WESTFIELD LOOP
 BL1995'ROAD, AND 2.2 M (7.2 FT) WEST OF THE WEST EDGE OF A PARKING LOT.
 BL1995'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL1995'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BL1995
 BL1995                          STATION RECOVERY (1995)
 BL1995
 BL1995'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1995'RECOVERED IN GOOD CONDITION.
 BL1995
 BL1995                          STATION RECOVERY (2004)
 BL1995
 BL1995'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5630 ***********************************************************************
 AW5630  DESIGNATION -  E 1511
 AW5630  PID         -  AW5630
 AW5630  STATE/COUNTY-  TX/HARRIS
 AW5630  USGS QUAD   -  ALDINE (1995)
 AW5630
 AW5630                         *CURRENT SURVEY CONTROL
 AW5630  ___________________________________________________________________
 AW5630* NAD 83(1986)-  29 56 56.     (N)    095 25 01.     (W)     SCALED    
 AW5630* NAVD 88     -        29.541  (meters)      96.92   (feet)  ADJUSTED  
 AW5630  ___________________________________________________________________
 AW5630  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW5630  DYNAMIC HT  -          29.501 (meters)      96.79  (feet)  COMP
 AW5630  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 AW5630
 AW5630  VERT ORDER  -  FIRST     CLASS II
 AW5630
 AW5630.The horizontal coordinates were scaled from a topographic map and have
 AW5630.an estimated accuracy of +/- 6 seconds.
 AW5630
 AW5630.The orthometric height was determined by differential leveling
 AW5630.and adjusted by the National Geodetic Survey in June 1991..
 AW5630
 AW5630.The geoid height was determined by GEOID03.
 AW5630
 AW5630.The dynamic height is computed by dividing the NAVD 88
 AW5630.geopotential number by the normal gravity value computed on the
 AW5630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5630.degrees latitude (g = 980.6199 gals.).
 AW5630
 AW5630.The modeled gravity was interpolated from observed gravity values.
 AW5630
 AW5630;                    North         East    Units  Estimated Accuracy
 AW5630;SPC TXSC     - 4,239,760.      945,810.      MT  (+/- 180 meters Scaled)
 AW5630
 AW5630                          SUPERSEDED SURVEY CONTROL
 AW5630
 AW5630  NGVD 29 (12/23/87)   29.538  (m)           96.91   (f) ADJUSTED    1 2
 AW5630
 AW5630.Superseded values are not recommended for survey control.
 AW5630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5630.See file dsdata.txt to determine how the superseded data were derived.
 AW5630
 AW5630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP667155(NAD 83)
 AW5630_MARKER: DB = BENCH MARK DISK
 AW5630_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW5630_SP_SET: PIER
 AW5630_STAMPING: E 1511 1987
 AW5630_MARK LOGO: NGS   
 AW5630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5630+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW5630
 AW5630  HISTORY     - Date     Condition        Report By
 AW5630  HISTORY     - 1987     MONUMENTED       NGS
 AW5630  HISTORY     - 20051012 GOOD             USPSQD
 AW5630
 AW5630                          STATION DESCRIPTION
 AW5630
 AW5630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5630'IN HOUSTON.
 AW5630'IN HOUSTON, AT THE INTERSECTION OF INTERSTATE HIGHWAY 45 AND GREENS
 AW5630'ROAD, SET VERTICALLY IN THE NORTH FACE OF THE MOST EASTERLY 1 OF 8
 AW5630'COLUMNS OF THE FIRST PIER SOUTH OF THE NORTH ABUTMENT OF THE HIGHWAY
 AW5630'OVERPASS OF THE ROAD, 7.7 M (25.3 FT) EAST OF THE CENTER OF THE NORTH
 AW5630'BOUND LANES OF THE HIGHWAY, AND 7.7 M (25.3 FT) NORTH OF THE CENTER OF
 AW5630'THE WEST BOUND LANES OF THE ROAD.
 AW5630'THE MARK IS 1.5 M ABOVE THE GROUND.
 AW5630
 AW5630                          STATION RECOVERY (2005)
 AW5630
 AW5630'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5630'FOUND AS DESCRIBED. COULD NOT GET A GOOD GPS LOCK. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5611 ***********************************************************************
 AW5611  DESIGNATION -  E 1512
 AW5611  PID         -  AW5611
 AW5611  STATE/COUNTY-  TX/HARRIS
 AW5611  USGS QUAD   -  HARMASTON (1982)
 AW5611
 AW5611                         *CURRENT SURVEY CONTROL
 AW5611  ___________________________________________________________________
 AW5611* NAD 83(1986)-  29 59 57.     (N)    095 14 27.     (W)     SCALED    
 AW5611* NAVD 88     -        20.663  (meters)      67.79   (feet)  ADJUSTED  
 AW5611  ___________________________________________________________________
 AW5611  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW5611  DYNAMIC HT  -          20.635 (meters)      67.70  (feet)  COMP
 AW5611  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 AW5611
 AW5611  VERT ORDER  -  FIRST     CLASS II
 AW5611
 AW5611.The horizontal coordinates were scaled from a topographic map and have
 AW5611.an estimated accuracy of +/- 6 seconds.
 AW5611
 AW5611.The orthometric height was determined by differential leveling
 AW5611.and adjusted by the National Geodetic Survey in June 1991..
 AW5611
 AW5611.The geoid height was determined by GEOID03.
 AW5611
 AW5611.The dynamic height is computed by dividing the NAVD 88
 AW5611.geopotential number by the normal gravity value computed on the
 AW5611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5611.degrees latitude (g = 980.6199 gals.).
 AW5611
 AW5611.The modeled gravity was interpolated from observed gravity values.
 AW5611
 AW5611;                    North         East    Units  Estimated Accuracy
 AW5611;SPC TXSC     - 4,245,870.      962,620.      MT  (+/- 180 meters Scaled)
 AW5611
 AW5611                          SUPERSEDED SURVEY CONTROL
 AW5611
 AW5611  NGVD 29 (12/23/87)   20.661  (m)           67.79   (f) ADJUSTED    1 2
 AW5611
 AW5611.Superseded values are not recommended for survey control.
 AW5611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5611.See file dsdata.txt to determine how the superseded data were derived.
 AW5611
 AW5611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP838208(NAD 83)
 AW5611_MARKER: I = METAL ROD
 AW5611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5611_SP_SET: STAINLESS STEEL ROD
 AW5611_STAMPING: E 1512 1987
 AW5611_MARK LOGO: NGS   
 AW5611_PROJECTION: FLUSH
 AW5611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5611_ROD/PIPE-DEPTH: 11.0 meters
 AW5611
 AW5611  HISTORY     - Date     Condition        Report By
 AW5611  HISTORY     - 1987     MONUMENTED       NGS
 AW5611  HISTORY     - 19990916 GOOD             USPSQD
 AW5611  HISTORY     - 20010730 GOOD             NGS
 AW5611
 AW5611                          STATION DESCRIPTION
 AW5611
 AW5611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5611'2.8 KM (1.75 MI) EAST FROM HUMBLE.
 AW5611'2.8 KM (1.75 MI) EASTERLY ALONG FARM ROAD 1960 BUSINESS AND FARM ROAD
 AW5611'1960 FROM ITS JUNCTION WITH U.S. HIGHWAY 59 IN HUMBLE, 19.5 M (64.0
 AW5611'FT) EAST OF THE WEST END OF A GUARDRAIL, 15.8 M (51.8 FT) WEST OF THE
 AW5611'SOUTH END OF THE WEST ABUTMENT OF A ROAD BRIDGE SPANNING JORDAN GULLY,
 AW5611'6.0 M (19.7 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 AW5611'ROAD, 1.2 M (3.9 FT) EAST OF A UTILITY POLE WITH A GUY WIRE, AND 0.5 M
 AW5611'(1.6 FT) SOUTH OF A GUARDRAIL.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5611'THROUGH A 5-INCH LOGO CAP.
 AW5611'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AW5611'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5611
 AW5611                          STATION RECOVERY (1999)
 AW5611
 AW5611'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5611'RECOVERED IN GOOD CONDITION.
 AW5611
 AW5611                          STATION RECOVERY (2001)
 AW5611
 AW5611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5611'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2012 ***********************************************************************
 BL2012  DESIGNATION -  E 1513
 BL2012  PID         -  BL2012
 BL2012  STATE/COUNTY-  TX/WALKER
 BL2012  USGS QUAD   -  NEW WAVERLY (1976)
 BL2012
 BL2012                         *CURRENT SURVEY CONTROL
 BL2012  ___________________________________________________________________
 BL2012* NAD 83(1986)-  30 35 14.     (N)    095 28 40.     (W)     SCALED    
 BL2012* NAVD 88     -       114.388  (meters)     375.29   (feet)  ADJUSTED  
 BL2012  ___________________________________________________________________
 BL2012  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL2012  DYNAMIC HT  -         114.237 (meters)     374.79  (feet)  COMP
 BL2012  MODELED GRAV-     979,324.7   (mgal)                       NAVD 88
 BL2012
 BL2012  VERT ORDER  -  FIRST     CLASS I
 BL2012
 BL2012.The horizontal coordinates were scaled from a topographic map and have
 BL2012.an estimated accuracy of +/- 6 seconds.
 BL2012
 BL2012.The orthometric height was determined by differential leveling
 BL2012.and adjusted by the National Geodetic Survey in June 1991..
 BL2012
 BL2012.The geoid height was determined by GEOID03.
 BL2012
 BL2012.The dynamic height is computed by dividing the NAVD 88
 BL2012.geopotential number by the normal gravity value computed on the
 BL2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2012.degrees latitude (g = 980.6199 gals.).
 BL2012
 BL2012.The modeled gravity was interpolated from observed gravity values.
 BL2012
 BL2012;                    North         East    Units  Estimated Accuracy
 BL2012;SPC TX C     - 3,112,210.    1,165,520.      MT  (+/- 180 meters Scaled)
 BL2012
 BL2012                          SUPERSEDED SURVEY CONTROL
 BL2012
 BL2012  NGVD 29 (12/23/87)  114.394  (m)          375.31   (f) ADJUSTED    1 1
 BL2012
 BL2012.Superseded values are not recommended for survey control.
 BL2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2012.See file dsdata.txt to determine how the superseded data were derived.
 BL2012
 BL2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP624864(NAD 83)
 BL2012_MARKER: I = METAL ROD
 BL2012_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2012_SP_SET: STAINLESS STEEL ROD
 BL2012_STAMPING: E 1513 1987
 BL2012_MARK LOGO: NGS   
 BL2012_PROJECTION: FLUSH
 BL2012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2012_ROD/PIPE-DEPTH: 5.8  meters
 BL2012
 BL2012  HISTORY     - Date     Condition        Report By
 BL2012  HISTORY     - 1987     MONUMENTED       NGS
 BL2012
 BL2012                          STATION DESCRIPTION
 BL2012
 BL2012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2012'5.5 KM (3.4 MI) NORTH FROM NEW WAVERLY.
 BL2012'5.5 KM (3.40 MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BL2012'ITS JUNCTION WITH FARM ROAD 150 IN NEW WAVERLY, 38.4 M (126.0 FT) WEST
 BL2012'OF THE NEAR RAIL, 11.8 M (38.7 FT) WEST OF THE CENTERLINE OF U.S.
 BL2012'HIGHWAY 75, AND 6.1 M (20.0 FT) SOUTH OF A T-FENCE CORNER.
 BL2012'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2012'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 BL2012'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2565 ***********************************************************************
 AX2565  DESIGNATION -  E 1515
 AX2565  PID         -  AX2565
 AX2565  STATE/COUNTY-  TX/WHARTON
 AX2565  USGS QUAD   -  GOBBLER CREEK (1981)
 AX2565
 AX2565                         *CURRENT SURVEY CONTROL
 AX2565  ___________________________________________________________________
 AX2565* NAD 83(1986)-  29 07 36.     (N)    096 22 50.     (W)     SCALED    
 AX2565* NAVD 88     -        26.596  (meters)      87.26   (feet)  ADJUSTED  
 AX2565  ___________________________________________________________________
 AX2565  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX2565  DYNAMIC HT  -          26.558 (meters)      87.13  (feet)  COMP
 AX2565  MODELED GRAV-     979,228.5   (mgal)                       NAVD 88
 AX2565
 AX2565  VERT ORDER  -  FIRST     CLASS I
 AX2565
 AX2565.The horizontal coordinates were scaled from a topographic map and have
 AX2565.an estimated accuracy of +/- 6 seconds.
 AX2565
 AX2565.The orthometric height was determined by differential leveling
 AX2565.and adjusted by the National Geodetic Survey in June 1991..
 AX2565
 AX2565.The geoid height was determined by GEOID03.
 AX2565
 AX2565.The dynamic height is computed by dividing the NAVD 88
 AX2565.geopotential number by the normal gravity value computed on the
 AX2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2565.degrees latitude (g = 980.6199 gals.).
 AX2565
 AX2565.The modeled gravity was interpolated from observed gravity values.
 AX2565
 AX2565;                    North         East    Units  Estimated Accuracy
 AX2565;SPC TXSC     - 4,146,190.      854,870.      MT  (+/- 180 meters Scaled)
 AX2565
 AX2565                          SUPERSEDED SURVEY CONTROL
 AX2565
 AX2565  NGVD 29 (12/23/87)   26.603  (m)           87.28   (f) ADJUSTED    1 1
 AX2565
 AX2565.Superseded values are not recommended for survey control.
 AX2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2565.See file dsdata.txt to determine how the superseded data were derived.
 AX2565
 AX2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT548248(NAD 83)
 AX2565_MARKER: I = METAL ROD
 AX2565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2565_SP_SET: STAINLESS STEEL ROD
 AX2565_STAMPING: E 1515 1987
 AX2565_MARK LOGO: NGS   
 AX2565_PROJECTION: FLUSH
 AX2565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2565_ROD/PIPE-DEPTH: 8.5  meters
 AX2565
 AX2565  HISTORY     - Date     Condition        Report By
 AX2565  HISTORY     - 1987     MONUMENTED       NGS
 AX2565  HISTORY     - 1990     GOOD             USPSQD
 AX2565
 AX2565                          STATION DESCRIPTION
 AX2565
 AX2565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2565'2.8 KM (1.75 MI) NE FROM LOUISE.
 AX2565'1.99 KM (1.23 MI) NORTHEAST ALONG HIGHWAY LOOP 523 FROM THE JUNCTION
 AX2565'OF FM ROAD 1160 IN LOUISE, THENCE 0.85 KM (0.53 MI) NORTHEAST ALONG US
 AX2565'HIGHWAY 59, 17.0 METERS (56.0 FT) NORTHWEST OF THE CENTERLINE OF
 AX2565'HIGHWAY 59 SOUTHBOUND, 9.7 METERS (32.0 FT) SOUTHWEST OF THE CENTER OF
 AX2565'A PRIVATE DRIVE, 4.2 METERS (14.0 FT) WEST OF THE SOUTHWEST END OF THE
 AX2565'NORTHWEST 1 OF 2 24-INCH CONCRETE CULVERTS UNDER THE DRIVE, 2.7 METERS
 AX2565'(9.0 FT) SOUTHWEST OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS
 AX2565'HAD THROUGH A 5-INCH LOGO CAP.
 AX2565'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 AX2565'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AX2565
 AX2565                          STATION RECOVERY (1990)
 AX2565
 AX2565'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX2565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3137 ***********************************************************************
 AA3137  DESIGNATION -  E 1516
 AA3137  PID         -  AA3137
 AA3137  STATE/COUNTY-  TX/TARRANT
 AA3137  USGS QUAD   -  EULESS (1981)
 AA3137
 AA3137                         *CURRENT SURVEY CONTROL
 AA3137  ___________________________________________________________________
 AA3137* NAD 83(1986)-  32 48 48.     (N)    097 03 24.     (W)     SCALED    
 AA3137* NAVD 88     -       142.573  (meters)     467.76   (feet)  ADJUSTED  
 AA3137  ___________________________________________________________________
 AA3137  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AA3137  DYNAMIC HT  -         142.408 (meters)     467.22  (feet)  COMP
 AA3137  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 AA3137
 AA3137  VERT ORDER  -  FIRST     CLASS II
 AA3137
 AA3137.The horizontal coordinates were scaled from a topographic map and have
 AA3137.an estimated accuracy of +/- 6 seconds.
 AA3137
 AA3137.The orthometric height was determined by differential leveling
 AA3137.and adjusted by the National Geodetic Survey in April 2001..
 AA3137
 AA3137.The geoid height was determined by GEOID03.
 AA3137
 AA3137.The dynamic height is computed by dividing the NAVD 88
 AA3137.geopotential number by the normal gravity value computed on the
 AA3137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3137.degrees latitude (g = 980.6199 gals.).
 AA3137
 AA3137.The modeled gravity was interpolated from observed gravity values.
 AA3137
 AA3137;                    North         East    Units  Estimated Accuracy
 AA3137;SPC TXNC     - 2,128,080.      735,150.      MT  (+/- 180 meters Scaled)
 AA3137
 AA3137                          SUPERSEDED SURVEY CONTROL
 AA3137
 AA3137.No superseded survey control is available for this station.
 AA3137
 AA3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB819322(NAD 83)
 AA3137_MARKER: DV = VERTICAL CONTROL DISK
 AA3137_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3137_SP_SET: BRIDGE ABUTMENT
 AA3137_STAMPING: E 1516 1994
 AA3137_MARK LOGO: NGS   
 AA3137_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3137+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3137
 AA3137  HISTORY     - Date     Condition        Report By
 AA3137  HISTORY     - 1994     MONUMENTED       NGS
 AA3137
 AA3137                          STATION DESCRIPTION
 AA3137
 AA3137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3137'2.8 KM (1.75 MI) SOUTHERLY ALONG STATE HIGHWAY 360 FROM THE JUNCTION
 AA3137'OF STATE HIGHWAY 183 IN FORT WORTH, IN TOP OF AND 0.4 M (1.3 FT) EAST
 AA3137'OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 AA3137'SPANNING THE WEST FORK OF THE TRINITY RIVER, 11.1 M (36.4 FT) NORTH OF
 AA3137'THE EAST LEG OF A HIGHWAY INFORMATION SIGN (GRAND PRAIRIE CITY LIMITS)
 AA3137', 10.8 M (35.4 FT) WEST OF AND LEVEL WITH THE CENTER OF THE SOUTHBOUND
 AA3137'LANES OF THE HIGHWAY, AND 0.1 M (0.3 FT) EAST OF A CONCRETE GUARD
 AA3137'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0752 ***********************************************************************
 CE0752  DESIGNATION -  E 1517
 CE0752  PID         -  CE0752
 CE0752  STATE/COUNTY-  TX/EL PASO
 CE0752  USGS QUAD   -  EL PASO (1997)
 CE0752
 CE0752                         *CURRENT SURVEY CONTROL
 CE0752  ___________________________________________________________________
 CE0752* NAD 83(1986)-  31 46 02.     (N)    106 29 56.     (W)     SCALED    
 CE0752* NAVD 88     -      1199.635  (meters)    3935.80   (feet)  ADJUSTED  
 CE0752  ___________________________________________________________________
 CE0752  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CE0752  DYNAMIC HT  -        1197.853 (meters)    3929.96  (feet)  COMP
 CE0752  MODELED GRAV-     979,112.4   (mgal)                       NAVD 88
 CE0752
 CE0752  VERT ORDER  -  FIRST     CLASS I
 CE0752
 CE0752.The horizontal coordinates were scaled from a topographic map and have
 CE0752.an estimated accuracy of +/- 6 seconds.
 CE0752
 CE0752.The orthometric height was determined by differential leveling
 CE0752.and adjusted by the National Geodetic Survey in November 1996..
 CE0752
 CE0752.The geoid height was determined by GEOID03.
 CE0752
 CE0752.The dynamic height is computed by dividing the NAVD 88
 CE0752.geopotential number by the normal gravity value computed on the
 CE0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0752.degrees latitude (g = 980.6199 gals.).
 CE0752
 CE0752.The modeled gravity was interpolated from observed gravity values.
 CE0752
 CE0752;                    North         East    Units  Estimated Accuracy
 CE0752;SPC TX C     - 3,249,050.      116,250.      MT  (+/- 180 meters Scaled)
 CE0752
 CE0752                          SUPERSEDED SURVEY CONTROL
 CE0752
 CE0752.No superseded survey control is available for this station.
 CE0752
 CE0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR580156(NAD 83)
 CE0752_MARKER: DV = VERTICAL CONTROL DISK
 CE0752_SETTING: 66 = SET IN ROCK OUTCROP
 CE0752_SP_SET: BEDROCK
 CE0752_STAMPING: E 1517 1992
 CE0752_MARK LOGO: NGS   
 CE0752_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0752+STABILITY: POSITION/ELEVATION WELL
 CE0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0752+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CE0752
 CE0752  HISTORY     - Date     Condition        Report By
 CE0752  HISTORY     - 1992     MONUMENTED       NGS
 CE0752
 CE0752                          STATION DESCRIPTION
 CE0752
 CE0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CE0752'IN EL PASO, AT THE INTERSECTION OF EL PASO STREET AND CROSBY AVENUE,
 CE0752'NEAR THE SOUTHWEST EDGE OF A 20 BY 30-FOOT AREA OF OUTCROPPING
 CE0752'BEDROCK AT THE CREST OF A HILL, 115.0 M (377.3 FT) SOUTHWEST OF THE
 CE0752'STREET CENTER, 20.0 M (65.6 FT) ABOVE THE LEVEL OF THE STREET, 19.7 M
 CE0752'(64.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE
 CE0752'ENCLOSING A RESERVOIR, 18.0 M (59.1 FT) SOUTHEAST OF THE EXTENDED
 CE0752'CENTER OF THE AVENUE, AND 1.6 M (5.2 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8448 ***********************************************************************
 AC8448  DESIGNATION -  E 1518
 AC8448  PID         -  AC8448
 AC8448  STATE/COUNTY-  TX/NUECES
 AC8448  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8448
 AC8448                         *CURRENT SURVEY CONTROL
 AC8448  ___________________________________________________________________
 AC8448* NAD 83(1986)-  27 42 54.     (N)    097 08 56.     (W)     SCALED    
 AC8448* NAVD 88     -         1.447  (meters)       4.75   (feet)  ADJUSTED  
 AC8448  ___________________________________________________________________
 AC8448  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AC8448  DYNAMIC HT  -           1.445 (meters)       4.74  (feet)  COMP
 AC8448  MODELED GRAV-     979,136.0   (mgal)                       NAVD 88
 AC8448
 AC8448  VERT ORDER  -  FIRST     CLASS II
 AC8448
 AC8448.The horizontal coordinates were scaled from a topographic map and have
 AC8448.an estimated accuracy of +/- 6 seconds.
 AC8448
 AC8448.The orthometric height was determined by differential leveling
 AC8448.and adjusted by the National Geodetic Survey in December 1997..
 AC8448
 AC8448.The geoid height was determined by GEOID03.
 AC8448
 AC8448.The dynamic height is computed by dividing the NAVD 88
 AC8448.geopotential number by the normal gravity value computed on the
 AC8448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8448.degrees latitude (g = 980.6199 gals.).
 AC8448
 AC8448.The modeled gravity was interpolated from observed gravity values.
 AC8448
 AC8448;                    North         East    Units  Estimated Accuracy
 AC8448;SPC TX S     - 5,227,660.      433,240.      MT  (+/- 180 meters Scaled)
 AC8448
 AC8448                          SUPERSEDED SURVEY CONTROL
 AC8448
 AC8448.No superseded survey control is available for this station.
 AC8448
 AC8448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR825670(NAD 83)
 AC8448_MARKER: I = METAL ROD
 AC8448_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8448_STAMPING: E 1518 1996
 AC8448_MARK LOGO: NGS   
 AC8448_PROJECTION: FLUSH
 AC8448_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8448+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8448_ROD/PIPE-DEPTH: 18.3 meters
 AC8448_SLEEVE-DEPTH  : 0.9 meters
 AC8448
 AC8448  HISTORY     - Date     Condition        Report By
 AC8448  HISTORY     - 1996     MONUMENTED       NGS
 AC8448  HISTORY     - 20050820 GOOD             USPSQD
 AC8448
 AC8448                          STATION DESCRIPTION
 AC8448
 AC8448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8448'15.2 KM (9.45 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AC8448'FROM THE POST OFFICE IN PORT ARANSAS, 21.6 M (70.9 FT) WEST OF THE
 AC8448'HIGHWAY CENTER, 6.4 M (21.0 FT) NORTH OF THE CENTER OF A GRAVELED
 AC8448'ROAD, 3.4 M (11.2 FT) WEST OF THE SOUTHEAST CORNER OF A CORRAL, 0.6 M
 AC8448'(2.0 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 AC8448'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AC8448'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AC8448'FOR A CLASS A MARK.
 AC8448
 AC8448                          STATION RECOVERY (2005)
 AC8448
 AC8448'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8411 ***********************************************************************
 AC8411  DESIGNATION -  E 1519
 AC8411  PID         -  AC8411
 AC8411  STATE/COUNTY-  TX/SAN PATRICIO
 AC8411  USGS QUAD   -  GREGORY (1975)
 AC8411
 AC8411                         *CURRENT SURVEY CONTROL
 AC8411  ___________________________________________________________________
 AC8411* NAD 83(1986)-  27 56 17.     (N)    097 19 10.     (W)     SCALED    
 AC8411* NAVD 88     -         9.602  (meters)      31.50   (feet)  ADJUSTED  
 AC8411  ___________________________________________________________________
 AC8411  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AC8411  DYNAMIC HT  -           9.587 (meters)      31.45  (feet)  COMP
 AC8411  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 AC8411
 AC8411  VERT ORDER  -  FIRST     CLASS II
 AC8411
 AC8411.The horizontal coordinates were scaled from a topographic map and have
 AC8411.an estimated accuracy of +/- 6 seconds.
 AC8411
 AC8411.The orthometric height was determined by differential leveling
 AC8411.and adjusted by the National Geodetic Survey in December 1997..
 AC8411
 AC8411.The geoid height was determined by GEOID03.
 AC8411
 AC8411.The dynamic height is computed by dividing the NAVD 88
 AC8411.geopotential number by the normal gravity value computed on the
 AC8411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8411.degrees latitude (g = 980.6199 gals.).
 AC8411
 AC8411.The modeled gravity was interpolated from observed gravity values.
 AC8411
 AC8411;                    North         East    Units  Estimated Accuracy
 AC8411;SPC TX S     - 5,252,210.      416,190.      MT  (+/- 180 meters Scaled)
 AC8411
 AC8411                          SUPERSEDED SURVEY CONTROL
 AC8411
 AC8411.No superseded survey control is available for this station.
 AC8411
 AC8411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR653914(NAD 83)
 AC8411_MARKER: I = METAL ROD
 AC8411_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8411_STAMPING: E 1519 1997
 AC8411_MARK LOGO: NGS   
 AC8411_PROJECTION: FLUSH
 AC8411_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8411+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8411_ROD/PIPE-DEPTH: 7.0  meters
 AC8411_SLEEVE-DEPTH  : 0.9 meters
 AC8411
 AC8411  HISTORY     - Date     Condition        Report By
 AC8411  HISTORY     - 1997     MONUMENTED       NGS
 AC8411
 AC8411                          STATION DESCRIPTION
 AC8411
 AC8411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8411'3.3 KM (2.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 361 AND U.S.
 AC8411'HIGHWAY 181 FROM THE POST OFFICE IN GREGORY, 32.4 M (106.3 FT)
 AC8411'SOUTHEAST OF THE CENTER OF A DRIVEWAY, 16.7 M (54.8 FT) SOUTHWEST OF
 AC8411'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 14.7 M (48.2
 AC8411'FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 2.3 M
 AC8411'(7.5 FT) SOUTHEAST OF A UTILITY POLE, 0.7 M (2.3 FT) BELOW THE LEVEL
 AC8411'OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
 AC8411'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC8411'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0784 ***********************************************************************
 CS0784  DESIGNATION -  E 152
 CS0784  PID         -  CS0784
 CS0784  STATE/COUNTY-  TX/ELLIS
 CS0784  USGS QUAD   -  BRISTOL (1962)
 CS0784
 CS0784                         *CURRENT SURVEY CONTROL
 CS0784  ___________________________________________________________________
 CS0784* NAD 83(1986)-  32 24 11.     (N)    096 31 55.     (W)     SCALED    
 CS0784* NAVD 88     -       109.989  (meters)     360.86   (feet)  ADJUSTED  
 CS0784  ___________________________________________________________________
 CS0784  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CS0784  DYNAMIC HT  -         109.863 (meters)     360.44  (feet)  COMP
 CS0784  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 CS0784
 CS0784  VERT ORDER  -  SECOND    CLASS 0
 CS0784
 CS0784.The horizontal coordinates were scaled from a topographic map and have
 CS0784.an estimated accuracy of +/- 6 seconds.
 CS0784
 CS0784.The orthometric height was determined by differential leveling
 CS0784.and adjusted by the National Geodetic Survey in June 1991..
 CS0784.WARNING-Repeat measurements at this control monument indicate possible
 CS0784.vertical movement.
 CS0784
 CS0784.The geoid height was determined by GEOID03.
 CS0784
 CS0784.The dynamic height is computed by dividing the NAVD 88
 CS0784.geopotential number by the normal gravity value computed on the
 CS0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0784.degrees latitude (g = 980.6199 gals.).
 CS0784
 CS0784.The modeled gravity was interpolated from observed gravity values.
 CS0784
 CS0784;                    North         East    Units  Estimated Accuracy
 CS0784;SPC TXNC     - 2,083,390.      785,130.      MT  (+/- 180 meters Scaled)
 CS0784
 CS0784                          SUPERSEDED SURVEY CONTROL
 CS0784
 CS0784  NGVD 29 (??/??/92)  109.998  (m)          360.89   (f) ADJ UNCH    2 0
 CS0784
 CS0784.Superseded values are not recommended for survey control.
 CS0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0784.See file dsdata.txt to determine how the superseded data were derived.
 CS0784
 CS0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA321877(NAD 83)
 CS0784_MARKER: DB = BENCH MARK DISK
 CS0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0784_STAMPING: E 152 360.527 1933
 CS0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0784+STABILITY: SURFACE MOTION
 CS0784
 CS0784  HISTORY     - Date     Condition        Report By
 CS0784  HISTORY     - 1933     MONUMENTED       CGS
 CS0784  HISTORY     - 1962     GOOD             NGS
 CS0784  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0784
 CS0784                          STATION DESCRIPTION
 CS0784
 CS0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS0784'8.4 MI NE FROM ENNIS.
 CS0784'ABOUT 6.5 MILES ALONG STATE HIGHWAY 34 FROM THE JUNCTION OF U.S.
 CS0784'HIGHWAY 75 BUSINESS ROUTE, NORTHEAST, THENCE NORTH ALONG A NARROW
 CS0784'GRAVELED ROAD FOR 1.6 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT,
 CS0784'GO 0.3 MILE TO BENCH MARK ON THE LEFT, IN A SMALL PASTURE OWNED BY MR.
 CS0784'L.Z. CAGLE, 55 FEET NORTH OF THE CENTER OF GRAVELED ROAD, AND 33 FEET
 CS0784'EAST OF THE CENTER OF DRIVEWAY.  A STANDARD DISK STAMPED E 152 360.527
 CS0784'1933, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 CS0784
 CS0784                          STATION RECOVERY (2002)
 CS0784
 CS0784'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8495 ***********************************************************************
 AC8495  DESIGNATION -  E 1520
 AC8495  PID         -  AC8495
 AC8495  STATE/COUNTY-  TX/NUECES
 AC8495  USGS QUAD   -  OSO CREEK NW (1975)
 AC8495
 AC8495                         *CURRENT SURVEY CONTROL
 AC8495  ___________________________________________________________________
 AC8495* NAD 83(1986)-  27 42 55.     (N)    097 23 03.     (W)     SCALED    
 AC8495* NAVD 88     -        14.462  (meters)      47.45   (feet)  ADJUSTED  
 AC8495  ___________________________________________________________________
 AC8495  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AC8495  DYNAMIC HT  -          14.440 (meters)      47.38  (feet)  COMP
 AC8495  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 AC8495
 AC8495  VERT ORDER  -  FIRST     CLASS II
 AC8495
 AC8495.The horizontal coordinates were scaled from a topographic map and have
 AC8495.an estimated accuracy of +/- 6 seconds.
 AC8495
 AC8495.The orthometric height was determined by differential leveling
 AC8495.and adjusted by the National Geodetic Survey in December 1997..
 AC8495
 AC8495.The geoid height was determined by GEOID03.
 AC8495
 AC8495.The dynamic height is computed by dividing the NAVD 88
 AC8495.geopotential number by the normal gravity value computed on the
 AC8495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8495.degrees latitude (g = 980.6199 gals.).
 AC8495
 AC8495.The modeled gravity was interpolated from observed gravity values.
 AC8495
 AC8495;                    North         East    Units  Estimated Accuracy
 AC8495;SPC TX S     - 5,227,460.      410,040.      MT  (+/- 180 meters Scaled)
 AC8495
 AC8495                          SUPERSEDED SURVEY CONTROL
 AC8495
 AC8495.No superseded survey control is available for this station.
 AC8495
 AC8495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR593667(NAD 83)
 AC8495_MARKER: DD = SURVEY DISK
 AC8495_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8495_SP_SET: OVERPASS ABUTMENT
 AC8495_STAMPING: E 1520 48.145
 AC8495_MARK LOGO: TXHD  
 AC8495_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8495+STABILITY: POSITION/ELEVATION WELL
 AC8495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8495+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8495
 AC8495  HISTORY     - Date     Condition        Report By
 AC8495  HISTORY     - UNK      MONUMENTED       TXHD
 AC8495  HISTORY     - 19970209 GOOD             NGS
 AC8495
 AC8495                          STATION DESCRIPTION
 AC8495
 AC8495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8495'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 358 AND
 AC8495'EVERHART ROAD, IN TOP OF AND 0.4 M (1.3 FT) SOUTHWEST OF THE NORTHEAST
 AC8495'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE
 AC8495'ROAD, 35.8 M (117.5 FT) SOUTHEAST OF THE ROAD CENTER, AND 8.5 M (27.9
 AC8495'FT) NORTHWEST OF AND LEVEL WITH THE CENTER OF THE WESTBOUND LANES OF
 AC8495'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6980 ***********************************************************************
 AE6980  DESIGNATION -  E 1521
 AE6980  PID         -  AE6980
 AE6980  STATE/COUNTY-  TX/ANDERSON
 AE6980  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 AE6980
 AE6980                         *CURRENT SURVEY CONTROL
 AE6980  ___________________________________________________________________
 AE6980* NAD 83(1986)-  31 45 52.     (N)    095 38 46.     (W)     SCALED    
 AE6980* NAVD 88     -       136.458  (meters)     447.70   (feet)  ADJUSTED  
 AE6980  ___________________________________________________________________
 AE6980  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AE6980  DYNAMIC HT  -         136.292 (meters)     447.15  (feet)  COMP
 AE6980  MODELED GRAV-     979,420.9   (mgal)                       NAVD 88
 AE6980
 AE6980  VERT ORDER  -  FIRST     CLASS II
 AE6980
 AE6980.The horizontal coordinates were scaled from a topographic map and have
 AE6980.an estimated accuracy of +/- 6 seconds.
 AE6980
 AE6980.The orthometric height was determined by differential leveling
 AE6980.and adjusted by the National Geodetic Survey in July 2002..
 AE6980
 AE6980.The geoid height was determined by GEOID03.
 AE6980
 AE6980.The dynamic height is computed by dividing the NAVD 88
 AE6980.geopotential number by the normal gravity value computed on the
 AE6980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6980.degrees latitude (g = 980.6199 gals.).
 AE6980
 AE6980.The modeled gravity was interpolated from observed gravity values.
 AE6980
 AE6980;                    North         East    Units  Estimated Accuracy
 AE6980;SPC TX C     - 3,241,910.    1,143,890.      MT  (+/- 180 meters Scaled)
 AE6980
 AE6980                          SUPERSEDED SURVEY CONTROL
 AE6980
 AE6980.No superseded survey control is available for this station.
 AE6980
 AE6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR493173(NAD 83)
 AE6980_MARKER: I = METAL ROD
 AE6980_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6980_STAMPING: E 1521 1997
 AE6980_MARK LOGO: NGS   
 AE6980_PROJECTION: FLUSH
 AE6980_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6980+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6980_ROD/PIPE-DEPTH: 7.0  meters
 AE6980_SLEEVE-DEPTH  : 0.9 meters
 AE6980
 AE6980  HISTORY     - Date     Condition        Report By
 AE6980  HISTORY     - 1997     MONUMENTED       NGS
 AE6980  HISTORY     - 20020824 GOOD             USPSQD
 AE6980
 AE6980                          STATION DESCRIPTION
 AE6980
 AE6980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6980'IN PALESTINE, AT THE INTERSECTION OF U.S.  HIGHWAYS 287 AND 79, 34.2 M
 AE6980'(112.2 FT) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF U.S.
 AE6980'HIGHWAY 79, 33.7 M (110.6 FT) WEST OF THE CENTER OF TEXAS STREET, 29.4
 AE6980'M (96.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 AE6980'U.S.  HIGHWAY 287, 14.3 M (46.9 FT) NORTHEAST OF UTILITY LIGHT POLE
 AE6980'NUMBER 3456 793 4544, 2.5 M (8.2 FT) SOUTHEAST OF HIGH LINE POLE
 AE6980'NUMBER 1/12, 0.3 M (1.0 FT) ABOVE THE LEVEL OF U.S.  HIGHWAY 79, AND
 AE6980'0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AE6980'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE6980'THE SPECIFICATIONS FOR A CLASS A MARK.
 AE6980
 AE6980                          STATION RECOVERY (2002)
 AE6980
 AE6980'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 AE6980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0529 ***********************************************************************
 DM0529  DESIGNATION -  E 154
 DM0529  PID         -  DM0529
 DM0529  STATE/COUNTY-  TX/DELTA
 DM0529  USGS QUAD   -  COOPER NORTH (1964)
 DM0529
 DM0529                         *CURRENT SURVEY CONTROL
 DM0529  ___________________________________________________________________
 DM0529* NAD 83(1986)-  33 24 31.     (N)    095 40 09.     (W)     SCALED    
 DM0529* NAVD 88     -       141.180  (meters)     463.19   (feet)  ADJUSTED  
 DM0529  ___________________________________________________________________
 DM0529  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DM0529  DYNAMIC HT  -         141.031 (meters)     462.70  (feet)  COMP
 DM0529  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 DM0529
 DM0529  VERT ORDER  -  SECOND    CLASS 0
 DM0529
 DM0529.The horizontal coordinates were scaled from a topographic map and have
 DM0529.an estimated accuracy of +/- 6 seconds.
 DM0529
 DM0529.The orthometric height was determined by differential leveling
 DM0529.and adjusted by the National Geodetic Survey in June 1991..
 DM0529
 DM0529.The geoid height was determined by GEOID03.
 DM0529
 DM0529.The dynamic height is computed by dividing the NAVD 88
 DM0529.geopotential number by the normal gravity value computed on the
 DM0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0529.degrees latitude (g = 980.6199 gals.).
 DM0529
 DM0529.The modeled gravity was interpolated from observed gravity values.
 DM0529
 DM0529;                    North         East    Units  Estimated Accuracy
 DM0529;SPC TXNC     - 2,196,710.      863,260.      MT  (+/- 180 meters Scaled)
 DM0529
 DM0529                          SUPERSEDED SURVEY CONTROL
 DM0529
 DM0529  NGVD 29 (??/??/92)  141.163  (m)          463.13   (f) ADJ UNCH    2 0
 DM0529
 DM0529.Superseded values are not recommended for survey control.
 DM0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0529.See file dsdata.txt to determine how the superseded data were derived.
 DM0529
 DM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS517997(NAD 83)
 DM0529_MARKER: DB = BENCH MARK DISK
 DM0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0529_SP_SET: FOUNDATION
 DM0529_STAMPING: E 154 1933
 DM0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0529
 DM0529  HISTORY     - Date     Condition        Report By
 DM0529  HISTORY     - 1933     MONUMENTED       CGS
 DM0529  HISTORY     - 1935     GOOD             NGS
 DM0529  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 DM0529
 DM0529                          STATION DESCRIPTION
 DM0529
 DM0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0529'3.1 MI NE FROM COOPER.
 DM0529'3.1 MILES NORTHEAST OF, ALONG T. AND N.O. RY.  LILLY CARREL PLACE, 1.8
 DM0529'MILES SOUTHWEST OF ENLOE SIDING, 340 FEET SOUTHEAST OF RAILROAD
 DM0529'CENTER-LINE, 50 FEET NORTHEAST OF RANCH HOUSE, 0.15 MILES SOUTH OF
 DM0529'LANE CROSSING, ON TOP CENTER OF CONCRETE FOUNDATION BLOCK FORMERLY
 DM0529'USED FOR LIGHT PLANT.  TABLET CEMENTED IN CONCRETE.
 DM0529
 DM0529                          STATION RECOVERY (1935)
 DM0529
 DM0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0529'RECOVERED IN GOOD CONDITION.
 DM0529
 DM0529                          STATION RECOVERY (1995)
 DM0529
 DM0529'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0401 ***********************************************************************
 DM0401  DESIGNATION -  E 155
 DM0401  PID         -  DM0401
 DM0401  STATE/COUNTY-  TX/LAMAR
 DM0401  USGS QUAD   -  PATTONVILLE (1964)
 DM0401
 DM0401                         *CURRENT SURVEY CONTROL
 DM0401  ___________________________________________________________________
 DM0401* NAD 83(1986)-  33 35 18.     (N)    095 24 56.     (W)     SCALED    
 DM0401* NAVD 88     -       143.866  (meters)     472.00   (feet)  ADJUSTED  
 DM0401  ___________________________________________________________________
 DM0401  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM0401  DYNAMIC HT  -         143.716 (meters)     471.51  (feet)  COMP
 DM0401  MODELED GRAV-     979,589.7   (mgal)                       NAVD 88
 DM0401
 DM0401  VERT ORDER  -  SECOND    CLASS 0
 DM0401
 DM0401.The horizontal coordinates were scaled from a topographic map and have
 DM0401.an estimated accuracy of +/- 6 seconds.
 DM0401
 DM0401.The orthometric height was determined by differential leveling
 DM0401.and adjusted by the National Geodetic Survey in June 1991..
 DM0401
 DM0401.The geoid height was determined by GEOID03.
 DM0401
 DM0401.The dynamic height is computed by dividing the NAVD 88
 DM0401.geopotential number by the normal gravity value computed on the
 DM0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0401.degrees latitude (g = 980.6199 gals.).
 DM0401
 DM0401.The modeled gravity was interpolated from observed gravity values.
 DM0401
 DM0401;                    North         East    Units  Estimated Accuracy
 DM0401;SPC TXNC     - 2,217,300.      886,260.      MT  (+/- 180 meters Scaled)
 DM0401
 DM0401                          SUPERSEDED SURVEY CONTROL
 DM0401
 DM0401  NGVD 29 (??/??/92)  143.857  (m)          471.97   (f) ADJ UNCH    2 0
 DM0401
 DM0401.Superseded values are not recommended for survey control.
 DM0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0401.See file dsdata.txt to determine how the superseded data were derived.
 DM0401
 DM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT758191(NAD 83)
 DM0401_MARKER: DD = SURVEY DISK
 DM0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0401_STAMPING: 471.971 E 155 1933
 DM0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0401+STABILITY: SURFACE MOTION
 DM0401
 DM0401  HISTORY     - Date     Condition        Report By
 DM0401  HISTORY     - 1933     MONUMENTED       CGS
 DM0401  HISTORY     - 1964     GOOD             USGS
 DM0401  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM0401
 DM0401                          STATION DESCRIPTION
 DM0401
 DM0401'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DM0401'1.7 MI NW FROM PATTONVILLE.
 DM0401'PATTONVILLE POSTOFFICE, 1.9 MI. NW ALONG U. S. HWY 271 TO Y RD. SE.
 DM0401'THENCE SE ALONG GRADED RD. TO OLD RAILROAD GRADE.  70 FT. SE OF RD. 48
 DM0401'FT. NE OF OLD RAILROAD GRADE.  A STANDARD DISK, STAMPED 471.971 E 155
 DM0401'1933 SET IN CONCRETE POST PROJECTING ABOUT 0.8 FT. ABOVE GROUND.
 DM0401
 DM0401                          STATION RECOVERY (1995)
 DM0401
 DM0401'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0259 ***********************************************************************
 DM0259  DESIGNATION -  E 156
 DM0259  PID         -  DM0259
 DM0259  STATE/COUNTY-  TX/TITUS
 DM0259  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM0259
 DM0259                         *CURRENT SURVEY CONTROL
 DM0259  ___________________________________________________________________
 DM0259* NAD 83(1986)-  33 13 18.     (N)    094 58 27.     (W)     SCALED    
 DM0259* NAVD 88     -       135.519  (meters)     444.62   (feet)  ADJUSTED  
 DM0259  ___________________________________________________________________
 DM0259  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DM0259  DYNAMIC HT  -         135.372 (meters)     444.13  (feet)  COMP
 DM0259  MODELED GRAV-     979,548.9   (mgal)                       NAVD 88
 DM0259
 DM0259  VERT ORDER  -  SECOND    CLASS 0
 DM0259
 DM0259.The horizontal coordinates were scaled from a topographic map and have
 DM0259.an estimated accuracy of +/- 6 seconds.
 DM0259
 DM0259.The orthometric height was determined by differential leveling
 DM0259.and adjusted by the National Geodetic Survey in June 1991..
 DM0259
 DM0259.The geoid height was determined by GEOID03.
 DM0259
 DM0259.The dynamic height is computed by dividing the NAVD 88
 DM0259.geopotential number by the normal gravity value computed on the
 DM0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0259.degrees latitude (g = 980.6199 gals.).
 DM0259
 DM0259.The modeled gravity was interpolated from observed gravity values.
 DM0259
 DM0259;                    North         East    Units  Estimated Accuracy
 DM0259;SPC TXNC     - 2,177,950.      928,570.      MT  (+/- 180 meters Scaled)
 DM0259
 DM0259                          SUPERSEDED SURVEY CONTROL
 DM0259
 DM0259  NGVD 29 (??/??/92)  135.521  (m)          444.62   (f) ADJ UNCH    2 0
 DM0259
 DM0259.Superseded values are not recommended for survey control.
 DM0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0259.See file dsdata.txt to determine how the superseded data were derived.
 DM0259
 DM0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS160775(NAD 83)
 DM0259_MARKER: DB = BENCH MARK DISK
 DM0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0259_STAMPING: E 156 1933
 DM0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0259+STABILITY: SURFACE MOTION
 DM0259
 DM0259  HISTORY     - Date     Condition        Report By
 DM0259  HISTORY     - 1933     MONUMENTED       CGS
 DM0259  HISTORY     - 1935     GOOD             NGS
 DM0259
 DM0259                          STATION DESCRIPTION
 DM0259
 DM0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0259'4.2 MI NW FROM MT PLEASANT.
 DM0259'4.2 MILES NORTHWEST OF, ALONG PARIS MT PLEASANT RY.  BETWEEN 10TH AND
 DM0259'11TH TELEGRAPH POST WEST OF MILEPOST 47.  26 FEET WEST OF A DIRT ROAD.
 DM0259'40 FEET SOUTH OF TRACK C.L.  TABLET SET TOP OF CONCRETE POST.
 DM0259
 DM0259                          STATION RECOVERY (1935)
 DM0259
 DM0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0306 ***********************************************************************
 DM0306  DESIGNATION -  E 157
 DM0306  PID         -  DM0306
 DM0306  STATE/COUNTY-  TX/MORRIS
 DM0306  USGS QUAD   -  NAPLES (1980)
 DM0306
 DM0306                         *CURRENT SURVEY CONTROL
 DM0306  ___________________________________________________________________
 DM0306* NAD 83(1986)-  33 12 21.     (N)    094 40 52.     (W)     SCALED    
 DM0306* NAVD 88     -       139.791  (meters)     458.63   (feet)  ADJUSTED  
 DM0306  ___________________________________________________________________
 DM0306  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DM0306  DYNAMIC HT  -         139.639 (meters)     458.13  (feet)  COMP
 DM0306  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 DM0306
 DM0306  VERT ORDER  -  SECOND    CLASS 0
 DM0306
 DM0306.The horizontal coordinates were scaled from a topographic map and have
 DM0306.an estimated accuracy of +/- 6 seconds.
 DM0306
 DM0306.The orthometric height was determined by differential leveling
 DM0306.and adjusted by the National Geodetic Survey in June 1991..
 DM0306
 DM0306.The geoid height was determined by GEOID03.
 DM0306
 DM0306.The dynamic height is computed by dividing the NAVD 88
 DM0306.geopotential number by the normal gravity value computed on the
 DM0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0306.degrees latitude (g = 980.6199 gals.).
 DM0306
 DM0306.The modeled gravity was interpolated from observed gravity values.
 DM0306
 DM0306;                    North         East    Units  Estimated Accuracy
 DM0306;SPC TXNC     - 2,177,150.      955,930.      MT  (+/- 180 meters Scaled)
 DM0306
 DM0306                          SUPERSEDED SURVEY CONTROL
 DM0306
 DM0306  NGVD 29 (??/??/92)  139.796  (m)          458.65   (f) ADJ UNCH    2 0
 DM0306
 DM0306.Superseded values are not recommended for survey control.
 DM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0306.See file dsdata.txt to determine how the superseded data were derived.
 DM0306
 DM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS433753(NAD 83)
 DM0306_MARKER: DB = BENCH MARK DISK
 DM0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0306_SP_SET: BUILDING
 DM0306_STAMPING: E 157 1933 458.647
 DM0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0306
 DM0306  HISTORY     - Date     Condition        Report By
 DM0306  HISTORY     - 1933     MONUMENTED       CGS
 DM0306  HISTORY     - 1958     GOOD             NGS
 DM0306
 DM0306                          STATION DESCRIPTION
 DM0306
 DM0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DM0306'IN NAPLES.
 DM0306'THIS MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS IN WEST
 DM0306'BRICK WALL AT THE SOUTH SIDE OF THE WEST ENTRANCE TO THE OLD NAPLES
 DM0306'HIGH SCHOOL BUILDING, NOW A NURSING HOME, ACROSS THE STREET NORTHEAST
 DM0306'FROM THE CITY WATER TANK.  IT IS 5 INCHES ABOVE THE BALUSTRADE AT THE
 DM0306'SOUTH SIDE OF THE ENTRANCE.  A STANDARD DISK STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0209 ***********************************************************************
 DM0209  DESIGNATION -  E 158
 DM0209  PID         -  DM0209
 DM0209  STATE/COUNTY-  TX/BOWIE
 DM0209  USGS QUAD   -  DOMINO (1975)
 DM0209
 DM0209                         *CURRENT SURVEY CONTROL
 DM0209  ___________________________________________________________________
 DM0209* NAD 83(1986)-  33 19 42.     (N)    094 03 25.     (W)     SCALED    
 DM0209* NAVD 88     -        84.389  (meters)     276.87   (feet)  ADJUSTED  
 DM0209  ___________________________________________________________________
 DM0209  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM0209  DYNAMIC HT  -          84.299 (meters)     276.57  (feet)  COMP
 DM0209  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 DM0209
 DM0209  VERT ORDER  -  SECOND    CLASS 0
 DM0209
 DM0209.The horizontal coordinates were scaled from a topographic map and have
 DM0209.an estimated accuracy of +/- 6 seconds.
 DM0209
 DM0209.The orthometric height was determined by differential leveling
 DM0209.and adjusted by the National Geodetic Survey in June 1991..
 DM0209
 DM0209.The geoid height was determined by GEOID03.
 DM0209
 DM0209.The dynamic height is computed by dividing the NAVD 88
 DM0209.geopotential number by the normal gravity value computed on the
 DM0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0209.degrees latitude (g = 980.6199 gals.).
 DM0209
 DM0209.The modeled gravity was interpolated from observed gravity values.
 DM0209
 DM0209;                    North         East    Units  Estimated Accuracy
 DM0209;SPC TXNC     - 2,193,010.    1,013,500.      MT  (+/- 180 meters Scaled)
 DM0209
 DM0209                          SUPERSEDED SURVEY CONTROL
 DM0209
 DM0209  NGVD 29 (??/??/92)   84.416  (m)          276.95   (f) ADJ UNCH    2 0
 DM0209
 DM0209.Superseded values are not recommended for survey control.
 DM0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0209.See file dsdata.txt to determine how the superseded data were derived.
 DM0209
 DM0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS016881(NAD 83)
 DM0209_MARKER: DB = BENCH MARK DISK
 DM0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0209_STAMPING: E 158 1934
 DM0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0209+STABILITY: SURFACE MOTION
 DM0209
 DM0209  HISTORY     - Date     Condition        Report By
 DM0209  HISTORY     - 1934     MONUMENTED       CGS
 DM0209  HISTORY     - 1975     GOOD             LOCENG
 DM0209
 DM0209                          STATION DESCRIPTION
 DM0209
 DM0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0209'6.7 MI S FROM TEXARKANA.
 DM0209'ABOUT 6.7 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 DM0209'STATION AT TEXARKANA, BOWIE COUNTY, 10 FEET NORTH OF THE ELEVENTH POLE
 DM0209'NORTH OF MILEPOST 7, AT THE CROSSING OF MORPHEW LANE, 48 FEET EAST OF
 DM0209'THE CENTER LINE OF THE TRACK, 15 FEET SOUTH OF THE LANE, AND 1 FOOT
 DM0209'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 158 1934
 DM0209'AND SET IN THE TOP OF A CONCRETE POST.
 DM0209
 DM0209                          STATION RECOVERY (1975)
 DM0209
 DM0209'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 DM0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0612 ***********************************************************************
 AB0612  DESIGNATION -  E 16
 AB0612  PID         -  AB0612
 AB0612  STATE/COUNTY-  TX/CAMERON
 AB0612  USGS QUAD   -  RIO HONDO (1980)
 AB0612
 AB0612                         *CURRENT SURVEY CONTROL
 AB0612  ___________________________________________________________________
 AB0612* NAD 83(1986)-  26 10 31.     (N)    097 35 33.     (W)     SCALED    
 AB0612* NAVD 88     -         8.128  (meters)      26.67   (feet)  ADJUSTED  
 AB0612  ___________________________________________________________________
 AB0612  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AB0612  DYNAMIC HT  -           8.115 (meters)      26.62  (feet)  COMP
 AB0612  MODELED GRAV-     979,040.4   (mgal)                       NAVD 88
 AB0612
 AB0612  VERT ORDER  -  SECOND    CLASS 0
 AB0612
 AB0612.The horizontal coordinates were scaled from a topographic map and have
 AB0612.an estimated accuracy of +/- 6 seconds.
 AB0612
 AB0612.The orthometric height was determined by differential leveling
 AB0612.and adjusted by the National Geodetic Survey in June 1991..
 AB0612
 AB0612.The geoid height was determined by GEOID03.
 AB0612
 AB0612.The dynamic height is computed by dividing the NAVD 88
 AB0612.geopotential number by the normal gravity value computed on the
 AB0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0612.degrees latitude (g = 980.6199 gals.).
 AB0612
 AB0612.The modeled gravity was interpolated from observed gravity values.
 AB0612
 AB0612;                    North         East    Units  Estimated Accuracy
 AB0612;SPC TX S     - 5,056,680.      390,720.      MT  (+/- 180 meters Scaled)
 AB0612
 AB0612                          SUPERSEDED SURVEY CONTROL
 AB0612
 AB0612  NGVD 29 (??/??/92)    8.231  (m)           27.00   (f) ADJ UNCH    2 0
 AB0612
 AB0612.Superseded values are not recommended for survey control.
 AB0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0612.See file dsdata.txt to determine how the superseded data were derived.
 AB0612
 AB0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP406958(NAD 83)
 AB0612_MARKER: DD = SURVEY DISK
 AB0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0612_SP_SET: CULVERT
 AB0612_STAMPING: E 16 26.96
 AB0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0612
 AB0612  HISTORY     - Date     Condition        Report By
 AB0612  HISTORY     - UNK      MONUMENTED       TX-061
 AB0612  HISTORY     - 1942     GOOD             NGS
 AB0612  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0612  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0612
 AB0612                          STATION DESCRIPTION
 AB0612
 AB0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0612'3.7 MI NE FROM SAN BENITO.
 AB0612'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0612'SAN BENITO, CAMERON COUNTY, 17 FEET NORTHWEST OF AND 1 FOOT LOWER THAN
 AB0612'THE CENTERLINE OF THE HIGHWAY, AT A SMALL CONCRETE CULVERT, AND IN THE
 AB0612'CENTER OF THE TOP OF THE NORTHWEST HEADWALL.  A CAMERON COUNTY
 AB0612'STANDARD DISK, STAMPED E 16 26.96.
 AB0612
 AB0612                          STATION RECOVERY (1987)
 AB0612
 AB0612'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0612'MARK NOT FOUND.
 AB0612
 AB0612                          STATION RECOVERY (1988)
 AB0612
 AB0612'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0161 ***********************************************************************
 CR0161  DESIGNATION -  E 160
 CR0161  PID         -  CR0161
 CR0161  STATE/COUNTY-  TX/GREGG
 CR0161  USGS QUAD   -  LAKEPORT (1983)
 CR0161
 CR0161                         *CURRENT SURVEY CONTROL
 CR0161  ___________________________________________________________________
 CR0161* NAD 83(1986)-  32 29 48.     (N)    094 44 20.     (W)     SCALED    
 CR0161* NAVD 88     -       108.303  (meters)     355.32   (feet)  ADJUSTED  
 CR0161  ___________________________________________________________________
 CR0161  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR0161  DYNAMIC HT  -         108.178 (meters)     354.91  (feet)  COMP
 CR0161  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 CR0161
 CR0161  VERT ORDER  -  SECOND    CLASS 0
 CR0161
 CR0161.The horizontal coordinates were scaled from a topographic map and have
 CR0161.an estimated accuracy of +/- 6 seconds.
 CR0161
 CR0161.The orthometric height was determined by differential leveling
 CR0161.and adjusted by the National Geodetic Survey in June 1991..
 CR0161
 CR0161.The geoid height was determined by GEOID03.
 CR0161
 CR0161.The dynamic height is computed by dividing the NAVD 88
 CR0161.geopotential number by the normal gravity value computed on the
 CR0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0161.degrees latitude (g = 980.6199 gals.).
 CR0161
 CR0161.The modeled gravity was interpolated from observed gravity values.
 CR0161
 CR0161;                    North         East    Units  Estimated Accuracy
 CR0161;SPC TXNC     - 2,098,370.      953,370.      MT  (+/- 180 meters Scaled)
 CR0161
 CR0161                          SUPERSEDED SURVEY CONTROL
 CR0161
 CR0161  NGVD 29 (??/??/92)  108.333  (m)          355.42   (f) ADJ UNCH    2 0
 CR0161
 CR0161.Superseded values are not recommended for survey control.
 CR0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0161.See file dsdata.txt to determine how the superseded data were derived.
 CR0161
 CR0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR366968(NAD 83)
 CR0161_MARKER: DB = BENCH MARK DISK
 CR0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0161_STAMPING: E 160 1934
 CR0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0161+STABILITY: SURFACE MOTION
 CR0161
 CR0161  HISTORY     - Date     Condition        Report By
 CR0161  HISTORY     - 1934     MONUMENTED       CGS
 CR0161  HISTORY     - 1972     GOOD             LOCENG
 CR0161
 CR0161                          STATION DESCRIPTION
 CR0161
 CR0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0161'IN LONGVIEW.
 CR0161'GREGG COUNTY COURT HOUSE GROUNDS.  AT SOUTH SIDE FACING METHVIN
 CR0161'STREET.  IN CENTER OF WEST END OF LAWN STRIP BETWEEN CONCRETE WALKS TO
 CR0161'MAIN ENTRANCE OF BUILDING.  TABLET SET IN TOP OF CONCRETE POST, 50
 CR0161'YARDS FROM C.L. OF METHVIN STREET.
 CR0161
 CR0161                          STATION RECOVERY (1972)
 CR0161
 CR0161'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 CR0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0454 ***********************************************************************
 CR0454  DESIGNATION -  E 161
 CR0454  PID         -  CR0454
 CR0454  STATE/COUNTY-  TX/SMITH
 CR0454  USGS QUAD   -  TROUP EAST (1973)
 CR0454
 CR0454                         *CURRENT SURVEY CONTROL
 CR0454  ___________________________________________________________________
 CR0454* NAD 83(1986)-  32 10 24.     (N)    095 06 33.     (W)     SCALED    
 CR0454* NAVD 88     -       118.232  (meters)     387.90   (feet)  ADJUSTED  
 CR0454  ___________________________________________________________________
 CR0454  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR0454  DYNAMIC HT  -         118.092 (meters)     387.44  (feet)  COMP
 CR0454  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 CR0454
 CR0454  VERT ORDER  -  SECOND    CLASS 0
 CR0454
 CR0454.The horizontal coordinates were scaled from a topographic map and have
 CR0454.an estimated accuracy of +/- 6 seconds.
 CR0454
 CR0454.The orthometric height was determined by differential leveling
 CR0454.and adjusted by the National Geodetic Survey in June 1991..
 CR0454
 CR0454.The geoid height was determined by GEOID03.
 CR0454
 CR0454.The dynamic height is computed by dividing the NAVD 88
 CR0454.geopotential number by the normal gravity value computed on the
 CR0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0454.degrees latitude (g = 980.6199 gals.).
 CR0454
 CR0454.The modeled gravity was interpolated from observed gravity values.
 CR0454
 CR0454;                    North         East    Units  Estimated Accuracy
 CR0454;SPC TXNC     - 2,061,350.      919,750.      MT  (+/- 180 meters Scaled)
 CR0454
 CR0454                          SUPERSEDED SURVEY CONTROL
 CR0454
 CR0454  NGVD 29 (??/??/92)  118.257  (m)          387.98   (f) ADJ UNCH    2 0
 CR0454
 CR0454.Superseded values are not recommended for survey control.
 CR0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0454.See file dsdata.txt to determine how the superseded data were derived.
 CR0454
 CR0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR011615(NAD 83)
 CR0454_MARKER: DB = BENCH MARK DISK
 CR0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0454_STAMPING: E-161 1934
 CR0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0454+STABILITY: SURFACE MOTION
 CR0454
 CR0454  HISTORY     - Date     Condition        Report By
 CR0454  HISTORY     - 1934     MONUMENTED       CGS
 CR0454  HISTORY     - 1972     MARK NOT FOUND   USGS
 CR0454
 CR0454                          STATION DESCRIPTION
 CR0454
 CR0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0454'2.3 MI NE FROM TROUP.
 CR0454'2.3 MILES NORTHEAST OF, ALONG I. AND G.N.R.R. 475 FEET SOUTHWEST OF
 CR0454'TRESTLE MARKED 47.90, 33 FEET SOUTHEAST OF TRACK, 27 FEET NORTHEAST OF
 CR0454'POLE 47/20 AND 12 FEET NORTHWEST OF RIGHT OF WAY FENCE.  TABLET SET IN
 CR0454'PRECASTED POST STAMPED, E-161, 1934.
 CR0454
 CR0454                          STATION RECOVERY (1972)
 CR0454
 CR0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CR0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0466 ***********************************************************************
 CR0466  DESIGNATION -  E 162
 CR0466  PID         -  CR0466
 CR0466  STATE/COUNTY-  TX/CHEROKEE
 CR0466  USGS QUAD   -  BERRYVILLE (1973)
 CR0466
 CR0466                         *CURRENT SURVEY CONTROL
 CR0466  ___________________________________________________________________
 CR0466* NAD 83(1986)-  32 01 13.     (N)    095 23 31.     (W)     SCALED    
 CR0466* NAVD 88     -       118.611  (meters)     389.14   (feet)  ADJUSTED  
 CR0466  ___________________________________________________________________
 CR0466  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0466  DYNAMIC HT  -         118.469 (meters)     388.68  (feet)  COMP
 CR0466  MODELED GRAV-     979,442.9   (mgal)                       NAVD 88
 CR0466
 CR0466  VERT ORDER  -  SECOND    CLASS 0
 CR0466
 CR0466.The horizontal coordinates were scaled from a topographic map and have
 CR0466.an estimated accuracy of +/- 6 seconds.
 CR0466
 CR0466.The orthometric height was determined by differential leveling
 CR0466.and adjusted by the National Geodetic Survey in June 1991..
 CR0466
 CR0466.The geoid height was determined by GEOID03.
 CR0466
 CR0466.The dynamic height is computed by dividing the NAVD 88
 CR0466.geopotential number by the normal gravity value computed on the
 CR0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0466.degrees latitude (g = 980.6199 gals.).
 CR0466
 CR0466.The modeled gravity was interpolated from observed gravity values.
 CR0466
 CR0466;                    North         East    Units  Estimated Accuracy
 CR0466;SPC TX C     - 3,271,290.    1,166,690.      MT  (+/- 180 meters Scaled)
 CR0466
 CR0466                          SUPERSEDED SURVEY CONTROL
 CR0466
 CR0466  NGVD 29 (??/??/92)  118.645  (m)          389.25   (f) ADJ UNCH    2 0
 CR0466
 CR0466.Superseded values are not recommended for survey control.
 CR0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0466.See file dsdata.txt to determine how the superseded data were derived.
 CR0466
 CR0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR740451(NAD 83)
 CR0466_MARKER: DB = BENCH MARK DISK
 CR0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0466_STAMPING: E-162 1934
 CR0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0466+STABILITY: SURFACE MOTION
 CR0466
 CR0466  HISTORY     - Date     Condition        Report By
 CR0466  HISTORY     - 1934     MONUMENTED       CGS
 CR0466  HISTORY     - 1942     GOOD             NGS
 CR0466  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0466
 CR0466                          STATION DESCRIPTION
 CR0466
 CR0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0466'8.5 MI NW FROM JACKSONVILLE.
 CR0466'8.5 MILES NORTHWEST OF, ALONG T. AND N.O.R.R. 270 FEET EAST OF STATION
 CR0466'MARKER REESE, 160 FEET EAST OF ROAD CROSSING TRACKS, 44 FEET NORTH OF
 CR0466'MAIN LINE TRACK, 85 FEET WEST OF CATTLE GUARD AND 1 FOOT SOUTH OF R.R.
 CR0466'RESIDENCE PROPERITY LINE.  TABLET SET IN PRECASTED POST STAMPED,
 CR0466'E-162, 1934.
 CR0466
 CR0466                          STATION RECOVERY (1942)
 CR0466
 CR0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CR0466'RECOVERED IN GOOD CONDITION.
 CR0466
 CR0466                          STATION RECOVERY (1996)
 CR0466
 CR0466'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0828 ***********************************************************************
 BY0828  DESIGNATION -  E 163
 BY0828  PID         -  BY0828
 BY0828  STATE/COUNTY-  TX/ANGELINA
 BY0828  USGS QUAD   -  KELTYS (1980)
 BY0828
 BY0828                         *CURRENT SURVEY CONTROL
 BY0828  ___________________________________________________________________
 BY0828* NAD 83(1986)-  31 16 24.     (N)    094 45 12.     (W)     SCALED    
 BY0828* NAVD 88     -        77.25   (+/-2cm)     253.4    (feet)  VERTCON   
 BY0828  ___________________________________________________________________
 BY0828  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BY0828
 BY0828  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0828
 BY0828.The horizontal coordinates were scaled from a topographic map and have
 BY0828.an estimated accuracy of +/- 6 seconds.
 BY0828
 BY0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0828.The vertical order pertains to the NGVD 29 superseded value.
 BY0828
 BY0828.The geoid height was determined by GEOID03.
 BY0828
 BY0828;                    North         East    Units  Estimated Accuracy
 BY0828;SPC TX C     - 3,191,430.    1,231,110.      MT  (+/- 180 meters Scaled)
 BY0828
 BY0828                          SUPERSEDED SURVEY CONTROL
 BY0828
 BY0828  NGVD 29 (??/??/92)   77.288  (m)          253.57   (f) ADJ UNCH    2 0
 BY0828
 BY0828.Superseded values are not recommended for survey control.
 BY0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0828.See file dsdata.txt to determine how the superseded data were derived.
 BY0828
 BY0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ330612(NAD 83)
 BY0828_MARKER: DB = BENCH MARK DISK
 BY0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0828_STAMPING: 253.743 E 163 1934
 BY0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0828+STABILITY: SURFACE MOTION
 BY0828
 BY0828  HISTORY     - Date     Condition        Report By
 BY0828  HISTORY     - 1934     MONUMENTED       CGS
 BY0828  HISTORY     - 1942     GOOD             NGS
 BY0828
 BY0828                          STATION DESCRIPTION
 BY0828
 BY0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BY0828'4.7 MI S FROM LUFKIN.
 BY0828'4.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM LUFKIN,
 BY0828'ANGELINA COUNTY, AT MILEAGE 113.5, ABOUT 300 FEET NORTH OF THE SIDING
 BY0828'SIGN AT HOSHALL, 75 FEET NORTHWEST OF A FARMROAD CROSSING, AND 65 FEET
 BY0828'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 253.743
 BY0828'E 163 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0876 ***********************************************************************
 BL0876  DESIGNATION -  E 164
 BL0876  PID         -  BL0876
 BL0876  STATE/COUNTY-  TX/TRINITY
 BL0876  USGS QUAD   -  TRINITY EAST (1972)
 BL0876
 BL0876                         *CURRENT SURVEY CONTROL
 BL0876  ___________________________________________________________________
 BL0876* NAD 83(1986)-  30 54 42.     (N)    095 15 42.     (W)     SCALED    
 BL0876* NAVD 88     -        41.06   (+/-2cm)     134.7    (feet)  VERTCON   
 BL0876  ___________________________________________________________________
 BL0876  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BL0876
 BL0876  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0876
 BL0876.The horizontal coordinates were scaled from a topographic map and have
 BL0876.an estimated accuracy of +/- 6 seconds.
 BL0876
 BL0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0876.The vertical order pertains to the NGVD 29 superseded value.
 BL0876
 BL0876.The geoid height was determined by GEOID03.
 BL0876
 BL0876;                    North         East    Units  Estimated Accuracy
 BL0876;SPC TX C     - 3,149,060.    1,184,590.      MT  (+/- 180 meters Scaled)
 BL0876
 BL0876                          SUPERSEDED SURVEY CONTROL
 BL0876
 BL0876  NGVD 29 (??/??/92)   41.077  (m)          134.77   (f) ADJ UNCH    2 0
 BL0876
 BL0876.Superseded values are not recommended for survey control.
 BL0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0876.See file dsdata.txt to determine how the superseded data were derived.
 BL0876
 BL0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ838220(NAD 83)
 BL0876_MARKER: DB = BENCH MARK DISK
 BL0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0876_STAMPING: E 164 1934 134.905
 BL0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0876+STABILITY: SURFACE MOTION
 BL0876
 BL0876  HISTORY     - Date     Condition        Report By
 BL0876  HISTORY     - 1934     MONUMENTED       CGS
 BL0876  HISTORY     - 1947     GOOD             NGS
 BL0876  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0876
 BL0876                          STATION DESCRIPTION
 BL0876
 BL0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0876'7.3 MI E FROM TRINITY.
 BL0876'7.3 MILES EAST ALONG THE WACO, BEAUMONT, TRINITY AND SABINE RAILWAY
 BL0876'FROM THE STATION AT TRINITY, AT A PRIVATE ROAD CROSSING, APPROXIMATELY
 BL0876'137 YARDS EAST OF THE EAST END OF A 180 FOOT RAILWAY TRESTLE, 57.3
 BL0876'FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING, 48.8 FEET SOUTH OF
 BL0876'THE SOUTH RAIL OF THE TRACK, 15.7 FEET NORTH OF A FENCE, 2.2 FEET WEST
 BL0876'OF A REFERENCE POST, AT THE WEST END OF A CUT, SET IN THE TOP OF A
 BL0876'CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL0876
 BL0876                          STATION RECOVERY (1996)
 BL0876
 BL0876'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0584 ***********************************************************************
 BL0584  DESIGNATION -  E 165
 BL0584  PID         -  BL0584
 BL0584  STATE/COUNTY-  TX/TYLER
 BL0584  USGS QUAD   -  CHAMBLISS HILL (1984)
 BL0584
 BL0584                         *CURRENT SURVEY CONTROL
 BL0584  ___________________________________________________________________
 BL0584* NAD 83(1986)-  30 46 24.     (N)    094 31 29.     (W)     SCALED    
 BL0584* NAVD 88     -        73.31   (+/-2cm)     240.5    (feet)  VERTCON   
 BL0584  ___________________________________________________________________
 BL0584  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL0584
 BL0584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0584
 BL0584.The horizontal coordinates were scaled from a topographic map and have
 BL0584.an estimated accuracy of +/- 6 seconds.
 BL0584
 BL0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0584.The vertical order pertains to the NGVD 29 superseded value.
 BL0584
 BL0584.The geoid height was determined by GEOID03.
 BL0584
 BL0584;                    North         East    Units  Estimated Accuracy
 BL0584;SPC TX C     - 3,137,190.    1,255,740.      MT  (+/- 180 meters Scaled)
 BL0584
 BL0584                          SUPERSEDED SURVEY CONTROL
 BL0584
 BL0584  NGVD 29 (??/??/92)   73.310  (m)          240.52   (f) ADJ UNCH    2 0
 BL0584
 BL0584.Superseded values are not recommended for survey control.
 BL0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0584.See file dsdata.txt to determine how the superseded data were derived.
 BL0584
 BL0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ540054(NAD 83)
 BL0584_MARKER: DB = BENCH MARK DISK
 BL0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0584_STAMPING: 240.574 E 165 1934
 BL0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0584+STABILITY: SURFACE MOTION
 BL0584
 BL0584  HISTORY     - Date     Condition        Report By
 BL0584  HISTORY     - 1934     MONUMENTED       CGS
 BL0584  HISTORY     - 1934     GOOD             NGS
 BL0584
 BL0584                          STATION DESCRIPTION
 BL0584
 BL0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0584'8.1 MI W FROM WOODVILLE.
 BL0584'8.1 MILES WEST ALONG OLD ABANDONED STATE HIGHWAY 45 FROM WOODVILLE,
 BL0584'TYLER COUNTY, 0.1 MILE EAST OF BIG CYPRESS CREEK CROSSING, 180 FEET
 BL0584'EAST OF A PUREOIL CO. PIPE-LINE CROSSING, 16 FEET WEST OF A WOOD
 BL0584'CULVERT AT THE BASE OF A STEEP GRADE, 21 FEET SOUTH OF THE CENTERLINE
 BL0584'OF THE OLD HIGHWAY, 2 FEET NORTH OF THE FENCE LINE OF THE CHAMBERLAIN
 BL0584'PROPERTY, AND 5 FEET WEST OF A BOARD GATE.  A STANDARD DISK, STAMPED
 BL0584'240.574 E 165 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0550 ***********************************************************************
 BL0550  DESIGNATION -  E 166
 BL0550  PID         -  BL0550
 BL0550  STATE/COUNTY-  TX/POLK
 BL0550  USGS QUAD   -  LIVINGSTON (1984)
 BL0550
 BL0550                         *CURRENT SURVEY CONTROL
 BL0550  ___________________________________________________________________
 BL0550* NAD 83(1986)-  30 39 17.     (N)    094 57 08.     (W)     SCALED    
 BL0550* NAVD 88     -        39.33   (+/-2cm)     129.0    (feet)  VERTCON   
 BL0550  ___________________________________________________________________
 BL0550  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL0550
 BL0550  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0550
 BL0550.The horizontal coordinates were scaled from a topographic map and have
 BL0550.an estimated accuracy of +/- 6 seconds.
 BL0550
 BL0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0550.The vertical order pertains to the NGVD 29 superseded value.
 BL0550
 BL0550.The geoid height was determined by GEOID03.
 BL0550
 BL0550;                    North         East    Units  Estimated Accuracy
 BL0550;SPC TX C     - 3,122,000.    1,215,510.      MT  (+/- 180 meters Scaled)
 BL0550
 BL0550                          SUPERSEDED SURVEY CONTROL
 BL0550
 BL0550  NGVD 29 (??/??/92)   39.342  (m)          129.07   (f) ADJ UNCH    2 0
 BL0550
 BL0550.Superseded values are not recommended for survey control.
 BL0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0550.See file dsdata.txt to determine how the superseded data were derived.
 BL0550
 BL0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP129929(NAD 83)
 BL0550_MARKER: DB = BENCH MARK DISK
 BL0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0550_STAMPING: 129.183 E 166 1934
 BL0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0550+STABILITY: SURFACE MOTION
 BL0550
 BL0550  HISTORY     - Date     Condition        Report By
 BL0550  HISTORY     - 1934     MONUMENTED       CGS
 BL0550  HISTORY     - 1935     GOOD             NGS
 BL0550  HISTORY     - 19970426 GOOD             USPSQD
 BL0550
 BL0550                          STATION DESCRIPTION
 BL0550
 BL0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0550'4.6 MI S FROM LIVINGSTON.
 BL0550'4.6 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0550'LIVINGSTON, POLK COUNTY, 570 FEET SOUTHWEST OF MILEPOST 67, AT A ROAD
 BL0550'CROSSING, 43 FEET EAST OF THE TRACK, 15 FEET SOUTH OF THE ROAD, 40
 BL0550'FEET WEST OF U.S. HIGHWAY 59, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 BL0550'FENCE.  A STANDARD DISK STAMPED 129.183 E 166 1934 AND SET IN THE TOP
 BL0550'OF A CONCRETE POST.
 BL0550
 BL0550                          STATION RECOVERY (1997)
 BL0550
 BL0550'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0452 ***********************************************************************
 BL0452  DESIGNATION -  E 167
 BL0452  PID         -  BL0452
 BL0452  STATE/COUNTY-  TX/LIBERTY
 BL0452  USGS QUAD   -  ROMAYOR (1984)
 BL0452
 BL0452                         *CURRENT SURVEY CONTROL
 BL0452  ___________________________________________________________________
 BL0452* NAD 83(1986)-  30 27 09.     (N)    094 46 14.     (W)     SCALED    
 BL0452* NAVD 88     -        35.52   (+/-2cm)     116.5    (feet)  VERTCON   
 BL0452  ___________________________________________________________________
 BL0452  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0452
 BL0452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0452
 BL0452.The horizontal coordinates were scaled from a topographic map and have
 BL0452.an estimated accuracy of +/- 6 seconds.
 BL0452
 BL0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0452.The vertical order pertains to the NGVD 29 superseded value.
 BL0452
 BL0452.The geoid height was determined by GEOID03.
 BL0452
 BL0452;                    North         East    Units  Estimated Accuracy
 BL0452;SPC TX C     - 3,100,470.    1,234,020.      MT  (+/- 180 meters Scaled)
 BL0452
 BL0452                          SUPERSEDED SURVEY CONTROL
 BL0452
 BL0452  NGVD 29 (??/??/92)   35.530  (m)          116.57   (f) ADJ UNCH    2 0
 BL0452
 BL0452.Superseded values are not recommended for survey control.
 BL0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0452.See file dsdata.txt to determine how the superseded data were derived.
 BL0452
 BL0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP300702(NAD 83)
 BL0452_MARKER: DB = BENCH MARK DISK
 BL0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0452_STAMPING: E 167 1934
 BL0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0452+STABILITY: SURFACE MOTION
 BL0452
 BL0452  HISTORY     - Date     Condition        Report By
 BL0452  HISTORY     - 1934     MONUMENTED       CGS
 BL0452  HISTORY     - 1955     GOOD             USGS
 BL0452
 BL0452                          STATION DESCRIPTION
 BL0452
 BL0452'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BL0452'IN RYE.
 BL0452'AT RYE, ON THE GULF, COLORADO AND SANTA FE RAILWAY, 535 FEET WEST OF
 BL0452'THE CROSSING OF STATE HIGHWAY 146, AND 32 FEET SOUTH OF THE SOUTH
 BL0452'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0590 ***********************************************************************
 AW0590  FBN         -  This is a Federal Base Network Control Station.
 AW0590  TIDAL BM    -  This is a Tidal Bench Mark.
 AW0590  DESIGNATION -  E 168
 AW0590  PID         -  AW0590
 AW0590  STATE/COUNTY-  TX/GALVESTON
 AW0590  USGS QUAD   -  GALVESTON (1994)
 AW0590
 AW0590                         *CURRENT SURVEY CONTROL
 AW0590  ___________________________________________________________________
 AW0590* NAD 83(1993)-  29 17 20.54505(N)    094 47 21.15036(W)     ADJUSTED  
 AW0590* NAVD 88     -         4.400  (meters)      14.44   (feet)  ADJUSTED  
 AW0590  ___________________________________________________________________
 AW0590  X           -    -464,807.769 (meters)                     COMP
 AW0590  Y           -  -5,547,779.199 (meters)                     COMP
 AW0590  Z           -   3,101,870.987 (meters)                     COMP
 AW0590  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AW0590  ELLIP HEIGHT-         -22.16  (meters)          (05/01/00) GPS OBS
 AW0590  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0590  DYNAMIC HT  -           4.394 (meters)      14.42  (feet)  COMP
 AW0590  MODELED GRAV-     979,261.6   (mgal)                       NAVD 88
 AW0590  OBS GRAVITY -     979,258.8   (mgal)                       GRAV_OBS
 AW0590
 AW0590  HORZ ORDER  -  A
 AW0590  VERT ORDER  -  FIRST     CLASS II
 AW0590  ELLP ORDER  -  THIRD     CLASS I
 AW0590
 AW0590.The horizontal coordinates were established by GPS observations
 AW0590.and adjusted by the National Geodetic Survey in May 2000..
 AW0590
 AW0590.The orthometric height was determined by differential leveling
 AW0590.and adjusted by the National Geodetic Survey in March 1997..
 AW0590
 AW0590.This Tidal Bench Mark is designated as VM 856
 AW0590.by the Center for Operational Oceanographic Products and Services.
 AW0590
 AW0590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0590
 AW0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0590
 AW0590.The ellipsoidal height was determined by GPS observations
 AW0590.and is referenced to NAD 83.
 AW0590
 AW0590.The geoid height was determined by GEOID03.
 AW0590
 AW0590.The dynamic height is computed by dividing the NAVD 88
 AW0590.geopotential number by the normal gravity value computed on the
 AW0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0590.degrees latitude (g = 980.6199 gals.).
 AW0590
 AW0590.The modeled gravity was interpolated from observed gravity values.
 AW0590.The observed gravity was obtained from relative gravimeter ties
 AW0590.to the IGSN71 gravity network.
 AW0590
 AW0590;                    North         East     Units Scale Factor Converg.
 AW0590;SPC TXSC     - 4,168,694.609 1,009,004.080   MT  0.99986356   +2 03 46.5
 AW0590;SPC TXSC     -13,676,792.23  3,310,374.22   sFT  0.99986356   +2 03 46.5
 AW0590;UTM  15      - 3,241,337.316   326,203.412   MT  0.99997273   -0 52 31.9
 AW0590
 AW0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0590!SPC TXSC     -   1.00000348  x   0.99986356  =   0.99986704
 AW0590!UTM  15      -   1.00000348  x   0.99997273  =   0.99997621
 AW0590
 AW0590                          SUPERSEDED SURVEY CONTROL
 AW0590
 AW0590  NAVD 88 (06/15/91)    4.456  (m)           14.62   (f) UNKNOWN     1 1
 AW0590  NGVD 29 (12/23/87)    4.452  (m)           14.61   (f) ADJUSTED    1 1
 AW0590
 AW0590.Superseded values are not recommended for survey control.
 AW0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0590.See file dsdata.txt to determine how the superseded data were derived.
 AW0590
 AW0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2620341337(NAD 83)
 AW0590_MARKER: DB = BENCH MARK DISK
 AW0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0590_SP_SET: CONCRETE SEAWALL ON WOOD PILES
 AW0590_STAMPING: E 168 1936 ELEV. 15.502 FT.
 AW0590_MARK LOGO: CGS   
 AW0590_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0590+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 AW0590
 AW0590  HISTORY     - Date     Condition        Report By
 AW0590  HISTORY     - 1936     MONUMENTED       CGS
 AW0590  HISTORY     - 1973     GOOD             NGS
 AW0590  HISTORY     - 1976     GOOD             NGS
 AW0590  HISTORY     - 1976     GOOD             NGS
 AW0590  HISTORY     - 1978     GOOD             NGS
 AW0590  HISTORY     - 1983     GOOD             NGS
 AW0590  HISTORY     - 1984     GOOD             USPSQD
 AW0590  HISTORY     - 1987     GOOD             NGS
 AW0590  HISTORY     - 1988     GOOD             USPSQD
 AW0590  HISTORY     - 1988     GOOD             USPSQD
 AW0590  HISTORY     - 1989     GOOD             USPSQD
 AW0590  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0590  HISTORY     - 1989     GOOD             USPSQD
 AW0590  HISTORY     - 1989     GOOD             USPSQD
 AW0590  HISTORY     - 1989     GOOD             USPSQD
 AW0590  HISTORY     - 1989     GOOD             USPSQD
 AW0590  HISTORY     - 1989     GOOD             USPSQD
 AW0590  HISTORY     - 1989     GOOD             USPSQD
 AW0590  HISTORY     - 1989     GOOD             USPSQD
 AW0590  HISTORY     - 1990     GOOD             USPSQD
 AW0590  HISTORY     - 19951006 GOOD             CHANCE
 AW0590  HISTORY     - 19961205 GOOD             NGS
 AW0590  HISTORY     - 19980211 GOOD             NGS
 AW0590  HISTORY     - 20031207 GOOD             USPSQD
 AW0590  HISTORY     - 20041210 GOOD             USPSQD
 AW0590
 AW0590                          STATION DESCRIPTION
 AW0590
 AW0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0590'IN GALVESTON.
 AW0590'AT GALVESTON, ABOUT 114 YARDS SOUTHWEST OF THE JUNCTION OF SEAWALL
 AW0590'BOULEVARD AND 23RD STREET NORTH, ACROSS THE BOULEVARD FROM PLAYLAND
 AW0590'PARK, IN THE TOP OF THE CENTER OF THE CONCRETE SEAWALL, IN LINE WITH
 AW0590'THE CENTER OF A ROCK BRACKER, 17.8 FEET SOUTHEAST OF THE SOUTHEAST
 AW0590'CURB OF THE BOULEVARD, 27.8 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 AW0590'CONCRETE BLOCK PLANTER WITH TWO PALM TREES, 69.5 FEET NORTHEAST OF THE
 AW0590'NORTHEAST END OF A CONCRETE BENCH, 3.1 FEET NORTH OF THE NORTHWEST END
 AW0590'OF A PIPE HANDRAIL ALONG STEPS LEADING TO THE BEACH, AND ABOUT 1 FOOT
 AW0590'HIGHER THAN THE BOULEVARD.
 AW0590
 AW0590                          STATION RECOVERY (1976)
 AW0590
 AW0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1976)
 AW0590
 AW0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1978)
 AW0590
 AW0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1983)
 AW0590
 AW0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0590'RECOVERED IN GOOD CONDITION.  NOTE, SHOULD READ AT THE JUNCTION OF
 AW0590'24TH STREET.
 AW0590
 AW0590                          STATION RECOVERY (1984)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1987)
 AW0590
 AW0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0590'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.3 KM
 AW0590'(0.2 MI) SOUTHWEST OF MOODY CENTER.
 AW0590
 AW0590                          STATION RECOVERY (1988)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 1988 (MQK)
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1988)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1989)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1989)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0590'MARK NOT FOUND.
 AW0590
 AW0590                          STATION RECOVERY (1989)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1989)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1989)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1989)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1989)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1989)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1989)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1990)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (1995)
 AW0590
 AW0590'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0590'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT PLAYLAND PARK, THE
 AW0590'CONCRETE PLANTER AND THE PIPE HANDRAIL MENTIONED IN THE DESCRIPTION
 AW0590'ARE GONE.  THE MARK IS ACROSS THE BOULEVARD FROM A WENDYS RESTERAUNT.
 AW0590'ADDITIONAL TIES FOLLOW.  AT THE TOP OF A SET OF CONCRETE STAIRS
 AW0590'LEADING TO THE BEACH IN LINE WITH A ROCK BREAKWATER, 21.2 M (69.6 FT)
 AW0590'EAST OF THE EAST END OF A CONCRETE BENCH, 7.8 M (25.6 FT) WEST OF A
 AW0590'--CAUTION DROP OFF-- SIGN, 0.7 M (2.3 FT) NORTH OF THE SOUTH EDGE OF
 AW0590'THE SEAWALL.
 AW0590
 AW0590                          STATION RECOVERY (1996)
 AW0590
 AW0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0590'IN GALVESTON, AT THE INTERSECTION OF SEAWALL BOULEVARD AND 23RD
 AW0590'STREET, IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE BOULEVARD,
 AW0590'IN LINE WITH A WATER BRAKE, 115.0 M (377.3 FT) SOUTHWEST OF THE STREET
 AW0590'CENTER, 11.8 M (38.7 FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND
 AW0590'LANES OF THE BOULEVARD, 21.2 M (69.6 FT) NORTHEAST OF THE NORTHEAST
 AW0590'END OF A BENCH, 0.9 M (3.0 FT) NORTH OF A HANDRAIL ALONG THE SOUTHWEST
 AW0590'SIDE OF A STAIRS LEADING TO THE BEACH, AND 0.7 M (2.3 FT) NORTHWEST OF
 AW0590'THE SOUTHEAST EDGE OF THE SEAWALL.
 AW0590
 AW0590                          STATION RECOVERY (1998)
 AW0590
 AW0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AW0590'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED IN THE CITY OF
 AW0590'GALVESTON ALONG THE GULF COAST SEAWALL, ON THE SOUTHEAST SIDE OF FARM
 AW0590'ROAD 3005 (SEAWALL BLVD) AT 24TH STREET.  OWNERSHIP--TEXAS DEPARTMENT
 AW0590'OF TRANSPORTATION, 11TH AND BRAZOS, AUSTIN TX 78701, PHONE
 AW0590'512-465-7337.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AW0590'HIGHWAY 45, EXIT 1A, AND STATE HIGHWAY 342, 61ST STREET, GO EASTERLY
 AW0590'ON I-45 THEN STATE HIGHWAY 87 (BROADWAY ST) FOR 4.5 KM (2.80 MI) TO A
 AW0590'CROSSROAD OF BOULEVARDS WITH A LARGE STATUE ON A PEDESTAL.  TURN RIGHT
 AW0590'AND GO SOUTH ON ROSENBERG STREET (25TH STREET) FOR 1.3 KM (0.80 MI) TO
 AW0590'THE ROADWAY TERMINUS AT A CROSSROAD, WITH THE FLAGSHIP PIER AND HOTEL
 AW0590'AHEAD.  TURN LEFT AND GO NORTHEAST ON FARM ROAD 3005 (SEAWALL BLVD)
 AW0590'FOR 0.15 KM (0.10 MI) TO THE STATION ON RIGHT.* THE MARK IS A AN X
 AW0590'FORMED BY A CUT AND A CAST BAR IN A CGS BENCHMARK DISK SET INTO A
 AW0590'CONCRETE SEAWALL, WITH RECORD OF WOOD PILES, ON LINE WITH A 152.5 M
 AW0590'(500.3 FT) LONG STONE JETTY.  THE STATION IS LOCATED 124.0 M (406.8
 AW0590'FT) NORTHEAST FROM STATION 877 1510 TIDAL 44 AT 25TH STREET, 94.3 M
 AW0590'(309.4 FT) SOUTHWEST FROM STATION 877 1510 TIDAL 10 AT 23RD STREET,
 AW0590'21.2 M (69.6 FT) NORTHEAST FROM THE EAST CORNER OF A CONCRETE BENCH,
 AW0590'7.8 M (25.6 FT) SOUTHWEST FROM A -CAUTION DROP OFF- SIGN, 5.7 M (18.7
 AW0590'FT) SOUTHEAST FROM THE FACE OF THE SOUTHEAST CURB OF SEAWALL BLVD, 0.8
 AW0590'M (2.6 FT) NORTH FROM THE WEST CORNER OF CONCRETE STEPS DOWN TO THE
 AW0590'BEACH, IN THE MIDDLE OF THE 1.5 M (4.9 FT) WIDE TOP OF SEAWALL.
 AW0590
 AW0590                          STATION RECOVERY (2003)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0590'RECOVERED IN GOOD CONDITION.
 AW0590
 AW0590                          STATION RECOVERY (2004)
 AW0590
 AW0590'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0613 ***********************************************************************
 AB0613  DESIGNATION -  E 17
 AB0613  PID         -  AB0613
 AB0613  STATE/COUNTY-  TX/CAMERON
 AB0613  USGS QUAD   -  RIO HONDO (1980)
 AB0613
 AB0613                         *CURRENT SURVEY CONTROL
 AB0613  ___________________________________________________________________
 AB0613* NAD 83(1986)-  26 10 53.     (N)    097 35 13.     (W)     SCALED    
 AB0613* NAVD 88     -         8.129  (meters)      26.67   (feet)  ADJUSTED  
 AB0613  ___________________________________________________________________
 AB0613  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 AB0613  DYNAMIC HT  -           8.115 (meters)      26.62  (feet)  COMP
 AB0613  MODELED GRAV-     979,041.4   (mgal)                       NAVD 88
 AB0613
 AB0613  VERT ORDER  -  SECOND    CLASS 0
 AB0613
 AB0613.The horizontal coordinates were scaled from a topographic map and have
 AB0613.an estimated accuracy of +/- 6 seconds.
 AB0613
 AB0613.The orthometric height was determined by differential leveling
 AB0613.and adjusted by the National Geodetic Survey in June 1991..
 AB0613
 AB0613.The geoid height was determined by GEOID03.
 AB0613
 AB0613.The dynamic height is computed by dividing the NAVD 88
 AB0613.geopotential number by the normal gravity value computed on the
 AB0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0613.degrees latitude (g = 980.6199 gals.).
 AB0613
 AB0613.The modeled gravity was interpolated from observed gravity values.
 AB0613
 AB0613;                    North         East    Units  Estimated Accuracy
 AB0613;SPC TX S     - 5,057,360.      391,270.      MT  (+/- 180 meters Scaled)
 AB0613
 AB0613                          SUPERSEDED SURVEY CONTROL
 AB0613
 AB0613  NGVD 29 (??/??/92)    8.230  (m)           27.00   (f) ADJ UNCH    2 0
 AB0613
 AB0613.Superseded values are not recommended for survey control.
 AB0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0613.See file dsdata.txt to determine how the superseded data were derived.
 AB0613
 AB0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP412965(NAD 83)
 AB0613_MARKER: DD = SURVEY DISK
 AB0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0613_SP_SET: CULVERT
 AB0613_STAMPING: E 17 26.87
 AB0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0613
 AB0613  HISTORY     - Date     Condition        Report By
 AB0613  HISTORY     - UNK      MONUMENTED       TX-061
 AB0613  HISTORY     - 1942     GOOD             NGS
 AB0613  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0613  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0613
 AB0613                          STATION DESCRIPTION
 AB0613
 AB0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0613'4.2 MI NE FROM SAN BENITO.
 AB0613'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0613'SAN BENITO, CAMERON COUNTY, 17 FEET NORTHWEST OF AND 1 FOOT LOWER THAN
 AB0613'THE CENTERLINE OF THE HIGHWAY, AT A SMALL CONCRETE CULVERT, AND IN THE
 AB0613'CENTER OF THE TOP OF THE NORTHWEST HEADWALL.  A CAMERON COUNTY
 AB0613'STANDARD DISK, STAMPED E 17 26.87.
 AB0613
 AB0613                          STATION RECOVERY (1987)
 AB0613
 AB0613'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0613'MARK NOT FOUND.
 AB0613
 AB0613                          STATION RECOVERY (1988)
 AB0613
 AB0613'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0107 ***********************************************************************
 CD0107  DESIGNATION -  E 17
 CD0107  PID         -  CD0107
 CD0107  STATE/COUNTY-  TX/CULBERSON
 CD0107  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0107
 CD0107                         *CURRENT SURVEY CONTROL
 CD0107  ___________________________________________________________________
 CD0107* NAD 83(1986)-  31 04 06.     (N)    104 15 53.     (W)     SCALED    
 CD0107* NAVD 88     -      1319.373  (meters)    4328.64   (feet)  ADJUSTED  
 CD0107  ___________________________________________________________________
 CD0107  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 CD0107  DYNAMIC HT  -        1317.319 (meters)    4321.90  (feet)  COMP
 CD0107  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 CD0107
 CD0107  VERT ORDER  -  FIRST     CLASS II
 CD0107
 CD0107.The horizontal coordinates were scaled from a topographic map and have
 CD0107.an estimated accuracy of +/- 6 seconds.
 CD0107
 CD0107.The orthometric height was determined by differential leveling
 CD0107.and adjusted by the National Geodetic Survey in June 1991..
 CD0107
 CD0107.The geoid height was determined by GEOID03.
 CD0107
 CD0107.The dynamic height is computed by dividing the NAVD 88
 CD0107.geopotential number by the normal gravity value computed on the
 CD0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0107.degrees latitude (g = 980.6199 gals.).
 CD0107
 CD0107.The modeled gravity was interpolated from observed gravity values.
 CD0107
 CD0107;                    North         East    Units  Estimated Accuracy
 CD0107;SPC TX C     - 3,162,010.      324,930.      MT  (+/- 180 meters Scaled)
 CD0107
 CD0107                          SUPERSEDED SURVEY CONTROL
 CD0107
 CD0107  NGVD 29 (??/??/92) 1318.868  (m)         4326.99   (f) ADJ UNCH    1 2
 CD0107
 CD0107.Superseded values are not recommended for survey control.
 CD0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0107.See file dsdata.txt to determine how the superseded data were derived.
 CD0107
 CD0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ701374(NAD 83)
 CD0107_MARKER: B = BOLT
 CD0107_SETTING: 66 = SET IN ROCK OUTCROP
 CD0107_SP_SET: ROCK
 CD0107_STAMPING: U S B M
 CD0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0107+STABILITY: POSITION/ELEVATION WELL
 CD0107
 CD0107  HISTORY     - Date     Condition        Report By
 CD0107  HISTORY     - UNK      MONUMENTED       CGS
 CD0107  HISTORY     - 1956     GOOD             NGS
 CD0107
 CD0107                          STATION DESCRIPTION
 CD0107
 CD0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0107'2.85 MI W FROM KENT.
 CD0107'2.85 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0107'AT KENT, 11 POLES WEST OF MILEPOST 701, 10 1/2 RAILS EAST OF THE WEST
 CD0107'END OF A CUT, 52.4 FEET SOUTHEAST OF A FENCE CORNER, 51.3 FEET SOUTH
 CD0107'OF A FENCE, 7.6 FEET NORTH OF THE NORTH RAIL, 1 FOOT ABOVE THE TOP OF
 CD0107'THE RAILS, SET IN THE TOP OF A SMOOTH ROUND TOPPED ROCK, 20.6 FEET
 CD0107'EAST OF BENCH MARK B 1069.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1654 ***********************************************************************
 AW1654  DESIGNATION -  E 170 RESET 1964
 AW1654  PID         -  AW1654
 AW1654  STATE/COUNTY-  TX/HARRIS
 AW1654  USGS QUAD   -  LEAGUE CITY (1995)
 AW1654
 AW1654                         *CURRENT SURVEY CONTROL
 AW1654  ___________________________________________________________________
 AW1654* NAD 83(1986)-  29 35 01.     (N)    095 01 43.     (W)     SCALED    
 AW1654* NAVD 88     -         4.44   (+/-2cm)      14.6    (feet)  VERTCON   
 AW1654  ___________________________________________________________________
 AW1654  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW1654  OBS GRAVITY -     979,277.7   (mgal)                       GRAV_OBS
 AW1654
 AW1654  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1654
 AW1654.The horizontal coordinates were scaled from a topographic map and have
 AW1654.an estimated accuracy of +/- 6 seconds.
 AW1654
 AW1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1654.The vertical order pertains to the NGVD 29 superseded value.
 AW1654
 AW1654.The geoid height was determined by GEOID03.
 AW1654.The observed gravity was obtained from relative gravimeter ties
 AW1654.to the IGSN71 gravity network.
 AW1654
 AW1654;                    North         East    Units  Estimated Accuracy
 AW1654;SPC TXSC     - 4,200,510.      984,650.      MT  (+/- 180 meters Scaled)
 AW1654
 AW1654                          SUPERSEDED SURVEY CONTROL
 AW1654
 AW1654  NGVD 29 (??/??/92)    4.433  (m)           14.54   (f) ADJ UNCH    1 2
 AW1654
 AW1654.Superseded values are not recommended for survey control.
 AW1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1654.See file dsdata.txt to determine how the superseded data were derived.
 AW1654
 AW1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN035743(NAD 83)
 AW1654_MARKER: DB = BENCH MARK DISK
 AW1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1654_STAMPING: E 170 RESET 1964
 AW1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1654+STABILITY: SURFACE MOTION
 AW1654
 AW1654  HISTORY     - Date     Condition        Report By
 AW1654  HISTORY     - 1964     MONUMENTED       CGS
 AW1654  HISTORY     - 1973     GOOD             NGS
 AW1654  HISTORY     - 1974     GOOD             LOCENG
 AW1654  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1654  HISTORY     - 1987     GOOD             USPSQD
 AW1654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1654  HISTORY     - 19910216 MARK NOT FOUND   USPSQD
 AW1654
 AW1654                          STATION DESCRIPTION
 AW1654
 AW1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1654'1.35 MI N FROM SEABROOK.
 AW1654'ABOUT 1.35 MILES NORTH ALONG STATE HWY. 146 FROM THE INTERSECTION OF
 AW1654'NASA ROAD 1 AT SEABROOK, ABOUT 57 FEET WEST OF THE CENTER LINE OF THE
 AW1654'HWY., 35 FEET SOUTH OF A BRACE POLE FOR A POWER LINE ON THE EAST SIDE
 AW1654'OF THE HIGHWAY, 49 FEET EAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC
 AW1654'RAILROAD, ABOUT 0.4 FOOT WEST OF A METAL WITNESS POST, AND ABOUT 1
 AW1654'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK SET IN THE TOP OF A
 AW1654'CONCRETE POST 10 INCHES BELOW THE SURFACE OF THE GROUND.
 AW1654
 AW1654                          STATION RECOVERY (1974)
 AW1654
 AW1654'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW1654'RECOVERED IN GOOD CONDITION.
 AW1654
 AW1654                          STATION RECOVERY (1978)
 AW1654
 AW1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1654'NOT RECOVERED.
 AW1654
 AW1654                          STATION RECOVERY (1987)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1654'RECOVERED IN GOOD CONDITION.
 AW1654
 AW1654                          STATION RECOVERY (1987)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1987)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1987)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1987)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1987)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1987)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1987)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1987)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1987 (TX)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1987)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1988)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1988)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1988 (HD)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1988)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1988)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1988)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1989)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1654'MARK NOT FOUND.
 AW1654
 AW1654                          STATION RECOVERY (1991)
 AW1654
 AW1654'RECOVERY NOTE BY US POWER SQUADRON 1991 (MR)
 AW1654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2711 ***********************************************************************
 AW2711  DESIGNATION -  E 171
 AW2711  PID         -  AW2711
 AW2711  STATE/COUNTY-  TX/GALVESTON
 AW2711  USGS QUAD   -  TEXAS CITY (1994)
 AW2711
 AW2711                         *CURRENT SURVEY CONTROL
 AW2711  ___________________________________________________________________
 AW2711* NAD 83(1986)-  29 27 53.     (N)    094 56 53.     (W)     SCALED    
 AW2711* NAVD 88     -         2.64   (+/-2cm)       8.7    (feet)  VERTCON   
 AW2711  ___________________________________________________________________
 AW2711  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW2711
 AW2711  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2711
 AW2711.The horizontal coordinates were scaled from a topographic map and have
 AW2711.an estimated accuracy of +/- 6 seconds.
 AW2711
 AW2711.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2711.The vertical order pertains to the NGVD 29 superseded value.
 AW2711
 AW2711.The geoid height was determined by GEOID03.
 AW2711
 AW2711;                    North         East    Units  Estimated Accuracy
 AW2711;SPC TXSC     - 4,187,610.      992,910.      MT  (+/- 180 meters Scaled)
 AW2711
 AW2711                          SUPERSEDED SURVEY CONTROL
 AW2711
 AW2711  NGVD 29 (??/??/92)    2.636  (m)            8.65   (f) ADJ UNCH    1 2
 AW2711
 AW2711.Superseded values are not recommended for survey control.
 AW2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2711.See file dsdata.txt to determine how the superseded data were derived.
 AW2711
 AW2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN110610(NAD 83)
 AW2711_MARKER: DB = BENCH MARK DISK
 AW2711_SETTING: 66 = SET IN ROCK OUTCROP
 AW2711_SP_SET: KNOLE
 AW2711_STAMPING: E 171 1936 8.586
 AW2711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW2711+STABILITY: POSITION/ELEVATION WELL
 AW2711
 AW2711  HISTORY     - Date     Condition        Report By
 AW2711  HISTORY     - 1936     MONUMENTED       CGS
 AW2711  HISTORY     - 1937     GOOD             NGS
 AW2711  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2711  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW2711  HISTORY     - 19940604 MARK NOT FOUND   USPSQD
 AW2711  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW2711
 AW2711                          STATION DESCRIPTION
 AW2711
 AW2711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 AW2711'2.5 MI SE FROM SAN LEON STATION.
 AW2711'TO REACH FROM SAN LEON RR STATION.  GO SOUTHWARD ON HWY. 146, 0.6
 AW2711'MILES TO TRIANGULATION STATION DICKENS.  HERE TURN EAST AND FOLLOW
 AW2711'MAIN TRAVEL ROAD EAST AND NORTH 0.25 MILE TO THE SOUTH SIDE OF
 AW2711'DICKINSON BAYOU, TURN EAST ALONG THE SOUTH SIDE OF THE BAYOU AND
 AW2711'FOLLOW DIM UNGRADED ROAD, ALONG THE SOUTH SIDE OF THE BAYOU, 1.55
 AW2711'MILE, TO A POINT WHERE THE ROAD AND BAYOU TURNS SHARP TOWARDS THE
 AW2711'SOUTH.  THIS POINT IS ALSO THE SE END OF WHERE FLAT BRAKES OFF FROM
 AW2711'THE BAYOU, CONTINUE ON DIM ROAD ALONG THE BAYOU.  0.1 MILE, AND THE
 AW2711'MARK IS ON TOP OF VERY SMALL KNOLE, 35 FEET SW OF THE CUT BANK OF THE
 AW2711'BAYOU AND 20 FEET SW OF THE CENTER LINE OF DIM UNGRADED ROAD.  MARK IS
 AW2711'FLUSH WITH GROUND.
 AW2711
 AW2711                          STATION RECOVERY (1953)
 AW2711
 AW2711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2711'MARK NOT FOUND.
 AW2711
 AW2711                          STATION RECOVERY (1994)
 AW2711
 AW2711'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2711'MARK NOT FOUND.
 AW2711
 AW2711                          STATION RECOVERY (1994)
 AW2711
 AW2711'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2711'MARK NOT FOUND.
 AW2711
 AW2711                          STATION RECOVERY (2004)
 AW2711
 AW2711'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2498 ***********************************************************************
 AW2498  DESIGNATION -  E 172
 AW2498  PID         -  AW2498
 AW2498  STATE/COUNTY-  TX/GALVESTON
 AW2498  USGS QUAD   -  HIGH ISLAND (1994)
 AW2498
 AW2498                         *CURRENT SURVEY CONTROL
 AW2498  ___________________________________________________________________
 AW2498* NAD 83(1986)-  29 32 22.     (N)    094 24 52.     (W)     SCALED    
 AW2498* NAVD 88     -         1.86   (+/-2cm)       6.1    (feet)  VERTCON   
 AW2498  ___________________________________________________________________
 AW2498  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW2498
 AW2498  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2498
 AW2498.The horizontal coordinates were scaled from a topographic map and have
 AW2498.an estimated accuracy of +/- 6 seconds.
 AW2498
 AW2498.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2498.The vertical order pertains to the NGVD 29 superseded value.
 AW2498
 AW2498.The geoid height was determined by GEOID03.
 AW2498
 AW2498;                    North         East    Units  Estimated Accuracy
 AW2498;SPC TXSC     - 4,197,790.    1,044,300.      MT  (+/- 180 meters Scaled)
 AW2498
 AW2498                          SUPERSEDED SURVEY CONTROL
 AW2498
 AW2498  NGVD 29 (??/??/92)    1.86   (m)            6.1    (f) COMPUTED    1 2
 AW2498
 AW2498.Superseded values are not recommended for survey control.
 AW2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2498.See file dsdata.txt to determine how the superseded data were derived.
 AW2498
 AW2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN629685(NAD 83)
 AW2498_MARKER: DB = BENCH MARK DISK
 AW2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2498_STAMPING: E-172 1936
 AW2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2498+STABILITY: SURFACE MOTION
 AW2498
 AW2498  HISTORY     - Date     Condition        Report By
 AW2498  HISTORY     - 1936     MONUMENTED       CGS
 AW2498  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2498  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 AW2498  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW2498  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW2498  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW2498
 AW2498                          STATION DESCRIPTION
 AW2498
 AW2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2498'3.1 MI SW FROM HIGH ISLAND.
 AW2498'3.1 MILES SOUTHWEST OF DEPOT BY HIGHWAY.  ALONG STATE HIGHWAY 87
 AW2498'BETWEEN PORT BOLIVAR AND HIGH ISLAND, 5.3 MILES NORTHEAST OF GILCHRIST
 AW2498'DEPOT, AT A FENCE CORNER 40 FEET NORTH OF THE CENTER LINE OF THE
 AW2498'HIGHWAY, AND 3 FEET WEST OF FENCE CORNER.
 AW2498
 AW2498                          STATION RECOVERY (1953)
 AW2498
 AW2498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2498'MARK NOT FOUND.
 AW2498
 AW2498                          STATION RECOVERY (1999)
 AW2498
 AW2498'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2498'MARK NOT FOUND.
 AW2498
 AW2498                          STATION RECOVERY (2002)
 AW2498
 AW2498'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW2498'MARK NOT FOUND.
 AW2498
 AW2498                          STATION RECOVERY (2003)
 AW2498
 AW2498'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW2498'MARK NOT FOUND.
 AW2498
 AW2498                          STATION RECOVERY (2005)
 AW2498
 AW2498'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2870 ***********************************************************************
 AW2870  DESIGNATION -  E 173
 AW2870  PID         -  AW2870
 AW2870  STATE/COUNTY-  TX/HARRIS
 AW2870  USGS QUAD   -  MORGANS POINT (1993)
 AW2870
 AW2870                         *CURRENT SURVEY CONTROL
 AW2870  ___________________________________________________________________
 AW2870* NAD 83(1986)-  29 43 21.     (N)    094 58 20.     (W)     SCALED    
 AW2870* NAVD 88     -         7.88   (+/-2cm)      25.9    (feet)  VERTCON   
 AW2870  ___________________________________________________________________
 AW2870  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW2870
 AW2870  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2870
 AW2870.The horizontal coordinates were scaled from a topographic map and have
 AW2870.an estimated accuracy of +/- 6 seconds.
 AW2870
 AW2870.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2870.The vertical order pertains to the NGVD 29 superseded value.
 AW2870
 AW2870.The geoid height was determined by GEOID03.
 AW2870
 AW2870;                    North         East    Units  Estimated Accuracy
 AW2870;SPC TXSC     - 4,216,080.      989,580.      MT  (+/- 180 meters Scaled)
 AW2870
 AW2870                          SUPERSEDED SURVEY CONTROL
 AW2870
 AW2870  NGVD 29 (??/??/92)    7.876  (m)           25.84   (f) ADJ UNCH    1 2
 AW2870
 AW2870.Superseded values are not recommended for survey control.
 AW2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2870.See file dsdata.txt to determine how the superseded data were derived.
 AW2870
 AW2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN092896(NAD 83)
 AW2870_MARKER: DB = BENCH MARK DISK
 AW2870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2870_SP_SET: CULVERT
 AW2870_STAMPING: E 173 1936 ELEV 29.075 FT
 AW2870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2870
 AW2870  HISTORY     - Date     Condition        Report By
 AW2870  HISTORY     - 1936     MONUMENTED       CGS
 AW2870  HISTORY     - 1959     GOOD             NGS
 AW2870  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2870  HISTORY     - 19971113 MARK NOT FOUND   USPSQD
 AW2870
 AW2870                          STATION DESCRIPTION
 AW2870
 AW2870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2870'0.95 MI S FROM BAYTOWN.
 AW2870'ABOUT 0.15 MILE EAST ALONG WEST DE FEE STREET FROM THE POSTOFFICE AT
 AW2870'BAYTOWN, THENCE ABOUT 0.8 MILE SOUTH ALONG SOUTH MAIN STREET, AT THE
 AW2870'JUNCTION OF WEST MAIN STREET, 66 1/2 FEET NORTH OF THE NORTH CORNER OF
 AW2870'THE BAYTOWN FISK MARKET, 25 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 AW2870'WEST MAIN STREET, 26.7 FEET WEST OF A POWER POLE, AND IN THE TOP OF
 AW2870'THE SOUTHWEST WINGWALL OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT
 AW2870'UNDER WEST MAIN STREET.
 AW2870
 AW2870                          STATION RECOVERY (1973)
 AW2870
 AW2870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2870'MARK NOT FOUND.
 AW2870
 AW2870                          STATION RECOVERY (1997)
 AW2870
 AW2870'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0844 ***********************************************************************
 AN0844  DESIGNATION -  E 175
 AN0844  PID         -  AN0844
 AN0844  STATE/COUNTY-  TX/CALHOUN
 AN0844  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0844
 AN0844                         *CURRENT SURVEY CONTROL
 AN0844  ___________________________________________________________________
 AN0844* NAD 83(1986)-  28 33 59.     (N)    096 37 55.     (W)     SCALED    
 AN0844* NAVD 88     -         4.18   (+/-2cm)      13.7    (feet)  VERTCON   
 AN0844  ___________________________________________________________________
 AN0844  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN0844
 AN0844  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0844
 AN0844.The horizontal coordinates were scaled from a topographic map and have
 AN0844.an estimated accuracy of +/- 6 seconds.
 AN0844
 AN0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0844.The vertical order pertains to the NGVD 29 superseded value.
 AN0844
 AN0844.The geoid height was determined by GEOID03.
 AN0844
 AN0844;                    North         East    Units  Estimated Accuracy
 AN0844;SPC TXSC     - 4,083,590.      831,670.      MT  (+/- 180 meters Scaled)
 AN0844
 AN0844                          SUPERSEDED SURVEY CONTROL
 AN0844
 AN0844  NGVD 29 (??/??/92)    4.300  (m)           14.11   (f) ADJ UNCH    2 0
 AN0844
 AN0844.Superseded values are not recommended for survey control.
 AN0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0844.See file dsdata.txt to determine how the superseded data were derived.
 AN0844
 AN0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS316622(NAD 83)
 AN0844_MARKER: DB = BENCH MARK DISK
 AN0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0844_STAMPING: E 175 1950
 AN0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0844+STABILITY: SURFACE MOTION
 AN0844
 AN0844  HISTORY     - Date     Condition        Report By
 AN0844  HISTORY     - 1950     MONUMENTED       CGS
 AN0844  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0844  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0844
 AN0844                          STATION DESCRIPTION
 AN0844
 AN0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN0844'4.5 MI S FROM PORT LAVACA.
 AN0844'4.5 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE JUNCTION OF U.S.
 AN0844'HIGHWAY 87 AND STATE HIGHWAYS 35 AND 238 AT PORT LAVACA, AT THE TANNER
 AN0844'AIRPORT, 11 FEET SOUTHEAST OF THE SOUTH CORNER OF THE OFFICE, 28 FEET
 AN0844'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 AN0844'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AN0844
 AN0844                          STATION RECOVERY (1988)
 AN0844
 AN0844'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AN0844'MARK NOT FOUND.
 AN0844
 AN0844                          STATION RECOVERY (1998)
 AN0844
 AN0844'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0730 ***********************************************************************
 AH0730  DESIGNATION -  E 176
 AH0730  PID         -  AH0730
 AH0730  STATE/COUNTY-  TX/NUECES
 AH0730  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0730
 AH0730                         *CURRENT SURVEY CONTROL
 AH0730  ___________________________________________________________________
 AH0730* NAD 83(1986)-  27 43 25.     (N)    097 42 50.     (W)     SCALED    
 AH0730* NAVD 88     -        20.243  (meters)      66.41   (feet)  ADJUSTED  
 AH0730  ___________________________________________________________________
 AH0730  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH0730  DYNAMIC HT  -          20.212 (meters)      66.31  (feet)  COMP
 AH0730  MODELED GRAV-     979,113.1   (mgal)                       NAVD 88
 AH0730
 AH0730  VERT ORDER  -  FIRST     CLASS II
 AH0730
 AH0730.The horizontal coordinates were scaled from a topographic map and have
 AH0730.an estimated accuracy of +/- 6 seconds.
 AH0730
 AH0730.The orthometric height was determined by differential leveling
 AH0730.and adjusted by the National Geodetic Survey in June 1991..
 AH0730
 AH0730.The geoid height was determined by GEOID03.
 AH0730
 AH0730.The dynamic height is computed by dividing the NAVD 88
 AH0730.geopotential number by the normal gravity value computed on the
 AH0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0730.degrees latitude (g = 980.6199 gals.).
 AH0730
 AH0730.The modeled gravity was interpolated from observed gravity values.
 AH0730
 AH0730;                    North         East    Units  Estimated Accuracy
 AH0730;SPC TX S     - 5,228,140.      377,520.      MT  (+/- 180 meters Scaled)
 AH0730
 AH0730                          SUPERSEDED SURVEY CONTROL
 AH0730
 AH0730  NGVD 29 (??/??/92)   20.368  (m)           66.82   (f) ADJ UNCH    1 2
 AH0730
 AH0730.Superseded values are not recommended for survey control.
 AH0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0730.See file dsdata.txt to determine how the superseded data were derived.
 AH0730
 AH0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR267672(NAD 83)
 AH0730_MARKER: DB = BENCH MARK DISK
 AH0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0730_STAMPING: E 176 1950
 AH0730_MARK LOGO: CGS   
 AH0730_PROJECTION: FLUSH
 AH0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0730+STABILITY: SURFACE MOTION
 AH0730
 AH0730  HISTORY     - Date     Condition        Report By
 AH0730  HISTORY     - 1950     MONUMENTED       CGS
 AH0730  HISTORY     - 1981     GOOD             NGS
 AH0730  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0730
 AH0730                          STATION DESCRIPTION
 AH0730
 AH0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0730'4.3 MI NE FROM DRISCOLL.
 AH0730'4.3 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0730'RAILROAD FROM THE STATION AT DRISCOLL, 40.5 FEET NORTHWEST OF THE
 AH0730'NORTHWEST RAIL, 6 FEET NORTHEAST OF MILEPOST 136, 2 FEET SOUTHWEST OF
 AH0730'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AH0730'FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0730
 AH0730                          STATION RECOVERY (1981)
 AH0730
 AH0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0730'RECOVERED THIS DATE.  NOTE-10.4 KM (6.45 MI) SOUTHWEST ALONG U.S.
 AH0730'HIGHWAY 77 SOUTHBOUND FROM THE JUNCTION OF STATE HIGHWAY 44 IN
 AH0730'ROBSTOWN.  NOTE-12.0 METERS (39.6 FT) NORTHWEST OF THE NORTHWEST RAIL,
 AH0730'9.6 METERS (31.4 FT) NORTH-NORTHWEST OF MILE MARKER 136.
 AH0730
 AH0730                          STATION RECOVERY (2001)
 AH0730
 AH0730'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0941 ***********************************************************************
 AH0941  DESIGNATION -  E 177
 AH0941  PID         -  AH0941
 AH0941  STATE/COUNTY-  TX/NUECES
 AH0941  USGS QUAD   -  ROBSTOWN (1975)
 AH0941
 AH0941                         *CURRENT SURVEY CONTROL
 AH0941  ___________________________________________________________________
 AH0941* NAD 83(1986)-  27 47 27.     (N)    097 41 05.     (W)     SCALED    
 AH0941* NAVD 88     -        23.634  (meters)      77.54   (feet)  ADJUSTED  
 AH0941  ___________________________________________________________________
 AH0941  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH0941  DYNAMIC HT  -          23.598 (meters)      77.42  (feet)  COMP
 AH0941  MODELED GRAV-     979,118.0   (mgal)                       NAVD 88
 AH0941
 AH0941  VERT ORDER  -  FIRST     CLASS II
 AH0941
 AH0941.The horizontal coordinates were scaled from a topographic map and have
 AH0941.an estimated accuracy of +/- 6 seconds.
 AH0941
 AH0941.The orthometric height was determined by differential leveling
 AH0941.and adjusted by the National Geodetic Survey in June 1991..
 AH0941
 AH0941.The geoid height was determined by GEOID03.
 AH0941
 AH0941.The dynamic height is computed by dividing the NAVD 88
 AH0941.geopotential number by the normal gravity value computed on the
 AH0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0941.degrees latitude (g = 980.6199 gals.).
 AH0941
 AH0941.The modeled gravity was interpolated from observed gravity values.
 AH0941
 AH0941;                    North         East    Units  Estimated Accuracy
 AH0941;SPC TX S     - 5,235,610.      380,350.      MT  (+/- 180 meters Scaled)
 AH0941
 AH0941                          SUPERSEDED SURVEY CONTROL
 AH0941
 AH0941  NGVD 29 (??/??/92)   23.767  (m)           77.98   (f) ADJ UNCH    1 2
 AH0941
 AH0941.Superseded values are not recommended for survey control.
 AH0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0941.See file dsdata.txt to determine how the superseded data were derived.
 AH0941
 AH0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR295747(NAD 83)
 AH0941_MARKER: DB = BENCH MARK DISK
 AH0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0941_SP_SET: CULVERT
 AH0941_STAMPING: E 177 1950
 AH0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0941
 AH0941  HISTORY     - Date     Condition        Report By
 AH0941  HISTORY     - 1950     MONUMENTED       CGS
 AH0941  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0941  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0941
 AH0941                          STATION DESCRIPTION
 AH0941
 AH0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0941'1.4 MI W FROM ROBSTOWN.
 AH0941'1.4 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE ST. LOUIS,
 AH0941'BROWNSVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, 1 1/2 POLES WEST
 AH0941'OF MILEPOST 144, 64.6 FEET NORTH OF THE NORTH RAIL, 13 FEET SOUTH OF
 AH0941'THE CENTER LINE OF AN OILED ROAD, 30 FEET WEST OF THE EXTENDED CENTER
 AH0941'LINE OF A DIRT ROAD LEADING NORTH, SET IN THE TOP OF THE SOUTH
 AH0941'HEADWALL OF A CONCRETE PIPE CULVERT.
 AH0941
 AH0941                          STATION RECOVERY (1969)
 AH0941
 AH0941'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0941'MARK NOT FOUND.
 AH0941
 AH0941                          STATION RECOVERY (2001)
 AH0941
 AH0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0941'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0453 ***********************************************************************
 AB0453  DESIGNATION -  E 178
 AB0453  PID         -  AB0453
 AB0453  STATE/COUNTY-  TX/CAMERON
 AB0453  USGS QUAD   -  HARLINGEN (1983)
 AB0453
 AB0453                         *CURRENT SURVEY CONTROL
 AB0453  ___________________________________________________________________
 AB0453* NAD 83(1986)-  26 10 15.     (N)    097 42 46.     (W)     SCALED    
 AB0453* NAVD 88     -        12.937  (meters)      42.44   (feet)  ADJUSTED  
 AB0453  ___________________________________________________________________
 AB0453  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AB0453  DYNAMIC HT  -          12.916 (meters)      42.38  (feet)  COMP
 AB0453  MODELED GRAV-     979,031.4   (mgal)                       NAVD 88
 AB0453
 AB0453  VERT ORDER  -  FIRST     CLASS II
 AB0453
 AB0453.The horizontal coordinates were scaled from a topographic map and have
 AB0453.an estimated accuracy of +/- 6 seconds.
 AB0453
 AB0453.The orthometric height was determined by differential leveling
 AB0453.and adjusted by the National Geodetic Survey in June 1991..
 AB0453
 AB0453.The geoid height was determined by GEOID03.
 AB0453
 AB0453.The dynamic height is computed by dividing the NAVD 88
 AB0453.geopotential number by the normal gravity value computed on the
 AB0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0453.degrees latitude (g = 980.6199 gals.).
 AB0453
 AB0453.The modeled gravity was interpolated from observed gravity values.
 AB0453
 AB0453;                    North         East    Units  Estimated Accuracy
 AB0453;SPC TX S     - 5,056,110.      378,700.      MT  (+/- 180 meters Scaled)
 AB0453
 AB0453                          SUPERSEDED SURVEY CONTROL
 AB0453
 AB0453  NGVD 29 (??/??/92)   13.041  (m)           42.79   (f) ADJ UNCH    1 2
 AB0453
 AB0453.Superseded values are not recommended for survey control.
 AB0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0453.See file dsdata.txt to determine how the superseded data were derived.
 AB0453
 AB0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP286952(NAD 83)
 AB0453_MARKER: DB = BENCH MARK DISK
 AB0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0453_STAMPING: E 178 1951
 AB0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0453+STABILITY: SURFACE MOTION
 AB0453
 AB0453  HISTORY     - Date     Condition        Report By
 AB0453  HISTORY     - 1951     MONUMENTED       CGS
 AB0453  HISTORY     - 1956     GOOD             NGS
 AB0453  HISTORY     - 19910320 GOOD             USPSQD
 AB0453
 AB0453                          STATION DESCRIPTION
 AB0453
 AB0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0453'2.15 MI SW FROM HARLINGEN.
 AB0453'0.35 MILE WEST ALONG U.S. HIGHWAY 83 SPUR FROM THE ST. LOUIS,
 AB0453'BROWNSVILLE AND MEXICO RAILROAD STATION AT HARLINGEN, THENCE 0.85 MILE
 AB0453'SOUTHEAST ALONG U.S. HIGHWAY 83, THENCE 0.25 MILE SOUTHWEST ALONG AN
 AB0453'OILED ROAD, THENCE 0.7 MILE SOUTHWEST ALONG A GRAVELED ROAD, AT THE
 AB0453'NORTHWEST CORNER OF THE NORTH HANGAR OF THE HARLINGEN AIRPORT, 3 FEET
 AB0453'NORTHEAST OF THE NORTHWEST CORNER OF THE HANGAR, SET IN THE TOP OF A
 AB0453'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- NOW THE SOUTHERN
 AB0453'PACIFIC LINES.
 AB0453
 AB0453                          STATION RECOVERY (1956)
 AB0453
 AB0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 AB0453'RECOVERED IN GOOD CONDITION.
 AB0453
 AB0453                          STATION RECOVERY (1991)
 AB0453
 AB0453'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0505 ***********************************************************************
 AH0505  DESIGNATION -  E 179
 AH0505  PID         -  AH0505
 AH0505  STATE/COUNTY-  TX/KENEDY
 AH0505  USGS QUAD   -  SARITA (1979)
 AH0505
 AH0505                         *CURRENT SURVEY CONTROL
 AH0505  ___________________________________________________________________
 AH0505* NAD 83(1986)-  27 12 25.     (N)    097 47 21.     (W)     SCALED    
 AH0505* NAVD 88     -        10.956  (meters)      35.94   (feet)  ADJUSTED  
 AH0505  ___________________________________________________________________
 AH0505  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH0505  DYNAMIC HT  -          10.939 (meters)      35.89  (feet)  COMP
 AH0505  MODELED GRAV-     979,090.9   (mgal)                       NAVD 88
 AH0505
 AH0505  VERT ORDER  -  FIRST     CLASS II
 AH0505
 AH0505.The horizontal coordinates were scaled from a topographic map and have
 AH0505.an estimated accuracy of +/- 6 seconds.
 AH0505
 AH0505.The orthometric height was determined by differential leveling
 AH0505.and adjusted by the National Geodetic Survey in June 1991..
 AH0505
 AH0505.The geoid height was determined by GEOID03.
 AH0505
 AH0505.The dynamic height is computed by dividing the NAVD 88
 AH0505.geopotential number by the normal gravity value computed on the
 AH0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0505.degrees latitude (g = 980.6199 gals.).
 AH0505
 AH0505.The modeled gravity was interpolated from observed gravity values.
 AH0505
 AH0505;                    North         East    Units  Estimated Accuracy
 AH0505;SPC TX S     - 5,170,850.      370,420.      MT  (+/- 180 meters Scaled)
 AH0505
 AH0505                          SUPERSEDED SURVEY CONTROL
 AH0505
 AH0505  NGVD 29 (??/??/92)   11.054  (m)           36.27   (f) ADJ UNCH    1 2
 AH0505
 AH0505.Superseded values are not recommended for survey control.
 AH0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0505.See file dsdata.txt to determine how the superseded data were derived.
 AH0505
 AH0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR199099(NAD 83)
 AH0505_MARKER: DB = BENCH MARK DISK
 AH0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0505_STAMPING: E 179 1951
 AH0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0505+STABILITY: SURFACE MOTION
 AH0505
 AH0505  HISTORY     - Date     Condition        Report By
 AH0505  HISTORY     - 1951     MONUMENTED       CGS
 AH0505  HISTORY     - 1975     GOOD             USGS
 AH0505  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0505  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AH0505
 AH0505                          STATION DESCRIPTION
 AH0505
 AH0505'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0505'1.0 MI S FROM SARITA.
 AH0505'AT THE INTERSECTION OF US HIGHWAY 77 AT THE EAST-WEST ROAD CROSSING AT
 AH0505'SARITA, THENCE 1.0 MILE SOUTH ALONG HIGHWAY 77, 410 FEET SOUTH OF THE
 AH0505'CENTER OF A GATE AND ROAD LEADING WEST, 98 FEET WEST OF THE CENTER
 AH0505'LINE OF THE HIGHWAY, 5 FEET WEST OF THE ROW FENCE, A DISK SET IN THE
 AH0505'TOP OF A CONCRETE POST 0.5 FOOT ABOVE THE GROUND.
 AH0505
 AH0505                          STATION RECOVERY (1981)
 AH0505
 AH0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0505'SEARCHED FOR, NOT RECOVERED THIS DATE, APPEARS REMOVED.
 AH0505
 AH0505                          STATION RECOVERY (2004)
 AH0505
 AH0505'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0614 ***********************************************************************
 AB0614  DESIGNATION -  E 18
 AB0614  PID         -  AB0614
 AB0614  STATE/COUNTY-  TX/CAMERON
 AB0614  USGS QUAD   -  RIO HONDO (1980)
 AB0614
 AB0614                         *CURRENT SURVEY CONTROL
 AB0614  ___________________________________________________________________
 AB0614* NAD 83(1986)-  26 11 19.     (N)    097 34 50.     (W)     SCALED    
 AB0614* NAVD 88     -        10.776  (meters)      35.35   (feet)  ADJUSTED  
 AB0614  ___________________________________________________________________
 AB0614  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 AB0614  DYNAMIC HT  -          10.759 (meters)      35.30  (feet)  COMP
 AB0614  MODELED GRAV-     979,042.5   (mgal)                       NAVD 88
 AB0614
 AB0614  VERT ORDER  -  SECOND    CLASS 0
 AB0614
 AB0614.The horizontal coordinates were scaled from a topographic map and have
 AB0614.an estimated accuracy of +/- 6 seconds.
 AB0614
 AB0614.The orthometric height was determined by differential leveling
 AB0614.and adjusted by the National Geodetic Survey in June 1991..
 AB0614
 AB0614.The geoid height was determined by GEOID03.
 AB0614
 AB0614.The dynamic height is computed by dividing the NAVD 88
 AB0614.geopotential number by the normal gravity value computed on the
 AB0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0614.degrees latitude (g = 980.6199 gals.).
 AB0614
 AB0614.The modeled gravity was interpolated from observed gravity values.
 AB0614
 AB0614;                    North         East    Units  Estimated Accuracy
 AB0614;SPC TX S     - 5,058,160.      391,900.      MT  (+/- 180 meters Scaled)
 AB0614
 AB0614                          SUPERSEDED SURVEY CONTROL
 AB0614
 AB0614  NGVD 29 (??/??/92)   10.877  (m)           35.69   (f) ADJ UNCH    2 0
 AB0614
 AB0614.Superseded values are not recommended for survey control.
 AB0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0614.See file dsdata.txt to determine how the superseded data were derived.
 AB0614
 AB0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP418973(NAD 83)
 AB0614_MARKER: DD = SURVEY DISK
 AB0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0614_SP_SET: SYPHON
 AB0614_STAMPING: E 18
 AB0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0614
 AB0614  HISTORY     - Date     Condition        Report By
 AB0614  HISTORY     - UNK      MONUMENTED       TX-061
 AB0614  HISTORY     - 1942     GOOD             NGS
 AB0614  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0614  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0614
 AB0614                          STATION DESCRIPTION
 AB0614
 AB0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0614'4.8 MI NE FROM SAN BENITO.
 AB0614'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0614'SAN BENITO, CAMERON COUNTY, 0.5 MILE SOUTHWEST OF THE CROSSING OF THE
 AB0614'SOUTHERN PACIFIC RAILROAD, 15 FEET WEST OF AND 1.5 FEET HIGHER THAN
 AB0614'THE CENTERLINE OF THE HIGHWAY, AT AN IRRIGATION DITCH SYPHON, AND IN
 AB0614'THE CENTER OF THE TOP OF THE WEST HEADWALL.  A CAMERON COUNTY STANDARD
 AB0614'DISK, STAMPED E 18.
 AB0614
 AB0614                          STATION RECOVERY (1987)
 AB0614
 AB0614'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0614'MARK NOT FOUND.
 AB0614
 AB0614                          STATION RECOVERY (1988)
 AB0614
 AB0614'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0606 ***********************************************************************
 CD0606  DESIGNATION -  E 18
 CD0606  PID         -  CD0606
 CD0606  STATE/COUNTY-  TX/HUDSPETH
 CD0606  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0606
 CD0606                         *CURRENT SURVEY CONTROL
 CD0606  ___________________________________________________________________
 CD0606* NAD 83(1986)-  31 14 36.     (N)    105 32 13.     (W)     SCALED    
 CD0606* NAVD 88     -      1304.222  (meters)    4278.94   (feet)  ADJUSTED  
 CD0606  ___________________________________________________________________
 CD0606  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CD0606  DYNAMIC HT  -        1302.160 (meters)    4272.17  (feet)  COMP
 CD0606  MODELED GRAV-     979,014.2   (mgal)                       NAVD 88
 CD0606
 CD0606  VERT ORDER  -  FIRST     CLASS II
 CD0606
 CD0606.The horizontal coordinates were scaled from a topographic map and have
 CD0606.an estimated accuracy of +/- 6 seconds.
 CD0606
 CD0606.The orthometric height was determined by differential leveling
 CD0606.and adjusted by the National Geodetic Survey in June 1991..
 CD0606
 CD0606.The geoid height was determined by GEOID03.
 CD0606
 CD0606.The dynamic height is computed by dividing the NAVD 88
 CD0606.geopotential number by the normal gravity value computed on the
 CD0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0606.degrees latitude (g = 980.6199 gals.).
 CD0606
 CD0606.The modeled gravity was interpolated from observed gravity values.
 CD0606
 CD0606;                    North         East    Units  Estimated Accuracy
 CD0606;SPC TX C     - 3,186,370.      204,530.      MT  (+/- 180 meters Scaled)
 CD0606
 CD0606                          SUPERSEDED SURVEY CONTROL
 CD0606
 CD0606  NGVD 29 (??/??/92) 1303.644  (m)         4277.04   (f) ADJ UNCH    1 2
 CD0606
 CD0606.Superseded values are not recommended for survey control.
 CD0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0606.See file dsdata.txt to determine how the superseded data were derived.
 CD0606
 CD0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ488566(NAD 83)
 CD0606_MARKER: Z = SEE DESCRIPTION
 CD0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0606+STABILITY: SURFACE MOTION
 CD0606
 CD0606  HISTORY     - Date     Condition        Report By
 CD0606  HISTORY     - UNK      MONUMENTED       CGS
 CD0606  HISTORY     - 1956     GOOD             NGS
 CD0606
 CD0606                          STATION DESCRIPTION
 CD0606
 CD0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0606'8.9 MI E FROM FINLAY.
 CD0606'8.9 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0606'SECTION FOREMANS HOUSE AT FINLAY, 0.3 MILE SOUTHEAST OF THE STATION
 CD0606'SIGN AT TORCER, 93.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 CD0606'TRACK, 231.4 FEET SOUTHEAST OF THE SOUTH CORNER OF A SMALL CULVERT
 CD0606'UNDER THE RAILROAD, 78.1 FEET SOUTH OF THE SOUTH SIDE OF A ROUND
 CD0606'CONCRETE TELEPHONE BOOTH, 3.3 FEET NORTHEAST OF A FENCE, 1.5 FEET
 CD0606'NORTH OF A WITNESS POST, IN THE TOP OF A STONE POST WHICH PROJECTS 0.6
 CD0606'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0316 ***********************************************************************
 CD0316  DESIGNATION -  E 182
 CD0316  PID         -  CD0316
 CD0316  STATE/COUNTY-  TX/CULBERSON
 CD0316  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0316
 CD0316                         *CURRENT SURVEY CONTROL
 CD0316  ___________________________________________________________________
 CD0316* NAD 83(1986)-  31 53 40.     (N)    104 47 14.     (W)     SCALED    
 CD0316* NAVD 88     -      1623.003  (meters)    5324.80   (feet)  ADJUSTED  
 CD0316  ___________________________________________________________________
 CD0316  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CD0316  DYNAMIC HT  -        1620.454 (meters)    5316.44  (feet)  COMP
 CD0316  MODELED GRAV-     979,011.0   (mgal)                       NAVD 88
 CD0316
 CD0316  VERT ORDER  -  FIRST     CLASS I
 CD0316
 CD0316.The horizontal coordinates were scaled from a topographic map and have
 CD0316.an estimated accuracy of +/- 6 seconds.
 CD0316
 CD0316.The orthometric height was determined by differential leveling
 CD0316.and adjusted by the National Geodetic Survey in June 1991..
 CD0316
 CD0316.The geoid height was determined by GEOID03.
 CD0316
 CD0316.The dynamic height is computed by dividing the NAVD 88
 CD0316.geopotential number by the normal gravity value computed on the
 CD0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0316.degrees latitude (g = 980.6199 gals.).
 CD0316
 CD0316.The modeled gravity was interpolated from observed gravity values.
 CD0316
 CD0316;                    North         East    Units  Estimated Accuracy
 CD0316;SPC TX C     - 3,255,410.      278,770.      MT  (+/- 180 meters Scaled)
 CD0316
 CD0316                          SUPERSEDED SURVEY CONTROL
 CD0316
 CD0316  NGVD 29 (??/??/92) 1622.368  (m)         5322.72   (f) ADJ UNCH    1 1
 CD0316
 CD0316.Superseded values are not recommended for survey control.
 CD0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0316.See file dsdata.txt to determine how the superseded data were derived.
 CD0316
 CD0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER201287(NAD 83)
 CD0316_MARKER: DB = BENCH MARK DISK
 CD0316_SETTING: 80 = SET IN A BOULDER
 CD0316_SP_SET: BOULDER
 CD0316_STAMPING: E 182 1933
 CD0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0316+STABILITY: SURFACE MOTION
 CD0316
 CD0316  HISTORY     - Date     Condition        Report By
 CD0316  HISTORY     - 1933     MONUMENTED       CGS
 CD0316  HISTORY     - 1943     GOOD             NGS
 CD0316  HISTORY     - 1972     GOOD             NPS
 CD0316  HISTORY     - 1977     GOOD             NGS
 CD0316
 CD0316                          STATION DESCRIPTION
 CD0316
 CD0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CD0316'11.3 MI E FROM EL PASO.
 CD0316'IN CULBERSON COUNTY, 113.1 MILES EAST OF THE CITY HALL AT EL PASO, EL
 CD0316'PASO COUNTY, 1.7 MILES EAST ALONG THE 1933 ROUTE OF U.S. HIGHWAY 62
 CD0316'FROM PINE SPRINGS, 0.7 MILE WEST OF A CATTLEGUARD, 0.6 MILE EAST OF
 CD0316'THE JUNCTION OF THE ROAD LEADING NORTH TO FRIJOLE, OPPOSITE THE CENTER
 CD0316'OF A SHORT TANGENT AT THE MIDDLE OF AN S-CURVE, 80 FEET SOUTHEAST OF
 CD0316'THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A LIMESTONE BOULDER
 CD0316'CEMENTED IN CALICHE.  A STANDARD DISK, STAMPED E 182 1933. NOTE-- BM
 CD0316'IS 1.7 MI E ALONG THE ABANDONED 1933 GRAVEL RD. OF US. HWY 62. FROM
 CD0316'PINE SPRING.  BM. IS NOW 0.6 MI E OF THE JCT. OF THE OLD RD. LEADING N
 CD0316'TO FRIJOLE.  AND IS NOW IN GUADALUPE MTNS.
 CD0316
 CD0316                          STATION RECOVERY (1972)
 CD0316
 CD0316'RECOVERY NOTE BY NATIONAL PARK SERVICE 1972
 CD0316'RECOVERED IN GOOD CONDITION.
 CD0316
 CD0316                          STATION RECOVERY (1977)
 CD0316
 CD0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0316'0.15 MILE EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0316'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.55 MILES
 CD0316'EAST, THROUGH A STEEL GATE, ALONG A ROCKY ROAD (OLD HIGHWAY 62),
 CD0316'0.55 MILE EAST OF THE JUNCTION OF A ROAD LEADING NORTHWEST TO
 CD0316'FRIJOLE, SET IN TOP OF AN EMBEDDED LIMESTONE BOULDER,
 CD0316'74 FT. SOUTHEAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3391 ***********************************************************************
 CS3391  DESIGNATION -  E 183 RESET
 CS3391  PID         -  CS3391
 CS3391  STATE/COUNTY-  TX/TARRANT
 CS3391  USGS QUAD   -  KENNEDALE (1981)
 CS3391
 CS3391                         *CURRENT SURVEY CONTROL
 CS3391  ___________________________________________________________________
 CS3391* NAD 83(1986)-  32 42 23.     (N)    097 07 55.     (W)     SCALED    
 CS3391* NAVD 88     -       200.76   (+/-2cm)     658.7    (feet)  VERTCON   
 CS3391  ___________________________________________________________________
 CS3391  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CS3391
 CS3391  VERT ORDER  -  THIRD (See Below)
 CS3391
 CS3391.The horizontal coordinates were scaled from a topographic map and have
 CS3391.an estimated accuracy of +/- 6 seconds.
 CS3391
 CS3391.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3391.The vertical order pertains to the NGVD 29 superseded value.
 CS3391
 CS3391.The geoid height was determined by GEOID03.
 CS3391
 CS3391;                    North         East    Units  Estimated Accuracy
 CS3391;SPC TXNC     - 2,116,130.      728,250.      MT  (+/- 180 meters Scaled)
 CS3391
 CS3391                          SUPERSEDED SURVEY CONTROL
 CS3391
 CS3391  NGVD 29 (01/29/03)  200.75   (m)          658.6    (f) RESET       3  
 CS3391
 CS3391.Superseded values are not recommended for survey control.
 CS3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3391.See file dsdata.txt to determine how the superseded data were derived.
 CS3391
 CS3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB750202(NAD 83)
 CS3391_MARKER: DB = BENCH MARK DISK
 CS3391_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CS3391+WITH SETTING: PAVEMENT
 CS3391_SP_SET: STREET LIGHT BASE
 CS3391_STAMPING: E 183 RESET 1978
 CS3391_MARK LOGO: NGS   
 CS3391_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3391+STABILITY: SURFACE MOTION
 CS3391
 CS3391  HISTORY     - Date     Condition        Report By
 CS3391  HISTORY     - 1978     MONUMENTED       NGS
 CS3391  HISTORY     - 19960921 GOOD             USPSQD
 CS3391
 CS3391                          STATION DESCRIPTION
 CS3391
 CS3391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 CS3391'IN ARLINGTON, AT THE INTERSECTION OF W. ARKANSAS LANE (LOOP 303 SPUR)
 CS3391'AND FIELDER RD., NORTHWEST SECTION OF ARLINGTON, BASE OF LIGHT POLE,
 CS3391'139 FEET OF CENTER OF ARKANSAS LA., 23 FEET WEST OF CENTER OF FIELDER
 CS3391'RD., 2 FEET WEST OF CURB, AND 0.8 FEET EAST OF A HIGHLINE POLE.
 CS3391
 CS3391                          STATION RECOVERY (1996)
 CS3391
 CS3391'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1813 ***********************************************************************
 CS1813  DESIGNATION -  E 183 RESET 1959
 CS1813  PID         -  CS1813
 CS1813  STATE/COUNTY-  TX/TARRANT
 CS1813  USGS QUAD   -  KENNEDALE (1981)
 CS1813
 CS1813                         *CURRENT SURVEY CONTROL
 CS1813  ___________________________________________________________________
 CS1813* NAD 83(1986)-  32 42 23.     (N)    097 07 55.     (W)     SCALED    
 CS1813* NAVD 88     -       201.04   (+/-2cm)     659.6    (feet)  VERTCON   
 CS1813  ___________________________________________________________________
 CS1813  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CS1813
 CS1813  VERT ORDER  -  THIRD (See Below)
 CS1813
 CS1813.The horizontal coordinates were scaled from a topographic map and have
 CS1813.an estimated accuracy of +/- 6 seconds.
 CS1813
 CS1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1813.The vertical order pertains to the NGVD 29 superseded value.
 CS1813
 CS1813.The geoid height was determined by GEOID03.
 CS1813
 CS1813;                    North         East    Units  Estimated Accuracy
 CS1813;SPC TXNC     - 2,116,130.      728,250.      MT  (+/- 180 meters Scaled)
 CS1813
 CS1813                          SUPERSEDED SURVEY CONTROL
 CS1813
 CS1813  NGVD 29 (??/??/??)  201.04   (m)          659.6    (f) RESET       3  
 CS1813
 CS1813.Superseded values are not recommended for survey control.
 CS1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1813.See file dsdata.txt to determine how the superseded data were derived.
 CS1813
 CS1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB750202(NAD 83)
 CS1813_MARKER: DB = BENCH MARK DISK
 CS1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1813_SP_SET: CONCRETE POST
 CS1813_STAMPING: E 183 RESET 1959
 CS1813_MARK LOGO: CGS   
 CS1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1813+STABILITY: SURFACE MOTION
 CS1813
 CS1813  HISTORY     - Date     Condition        Report By
 CS1813  HISTORY     - 1959     MONUMENTED       CGS
 CS1813  HISTORY     - 19780322 POOR             NGS
 CS1813  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1813
 CS1813                          STATION DESCRIPTION
 CS1813
 CS1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CS1813'3.6 MI SW FROM ARLINGTON.
 CS1813'1.6 MILES WEST ALONG THE T. AND P.R.R. AND ABRAMS AVENUE FROM THE
 CS1813'STATION IN ARLINGTON, THEN SOUTH 2.0 MILES ON FIELDER AVENUE, TO THE
 CS1813'INTERSECTION WITH ARKANSAS LANE AND THE MARK ON THE LEFT.  THE MARK IS
 CS1813'IN THE NORTHEAST POINT OF THE INTERSECTION, 50 YARDS NORTH OF THE
 CS1813'CENTERLINE OF ARKANSAS LANE AND 8 YARDS EAST OF THE CENTERLINE OF
 CS1813'FIELDER AVENUE, 2 FEET SOUTHEAST OF A POWER LINE POLE, AND 1 FOOT WEST
 CS1813'OF THE WEST FENCE LINE OF THE CLEMONSVILLE RANCH HOUSE GAME FARM. IT
 CS1813'IS 20 FEET NORTH OF THE NORTHWEST CORNER OF THE RANCH HOUSE YARD. A
 CS1813'STANDARD DISK STAMPED E 183 RESET 1959 IN A CONCRETE POST WHICH
 CS1813'PROJECTS ABOUT 4 INCHES.
 CS1813
 CS1813                          STATION RECOVERY (1978)
 CS1813
 CS1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 CS1813'RECOVERED IN POOR CONDITION.
 CS1813
 CS1813                          STATION RECOVERY (1990)
 CS1813
 CS1813'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAP)
 CS1813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1399 ***********************************************************************
 CS1399  DESIGNATION -  E 184
 CS1399  PID         -  CS1399
 CS1399  STATE/COUNTY-  TX/DALLAS
 CS1399  USGS QUAD   -  MESQUITE (1973)
 CS1399
 CS1399                         *CURRENT SURVEY CONTROL
 CS1399  ___________________________________________________________________
 CS1399* NAD 83(1986)-  32 45 49.     (N)    096 33 40.     (W)     SCALED    
 CS1399* NAVD 88     -       145.085  (meters)     476.00   (feet)  ADJUSTED  
 CS1399  ___________________________________________________________________
 CS1399  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CS1399  DYNAMIC HT  -         144.924 (meters)     475.47  (feet)  COMP
 CS1399  MODELED GRAV-     979,524.8   (mgal)                       NAVD 88
 CS1399
 CS1399  VERT ORDER  -  SECOND    CLASS 0
 CS1399
 CS1399.The horizontal coordinates were scaled from a topographic map and have
 CS1399.an estimated accuracy of +/- 6 seconds.
 CS1399
 CS1399.The orthometric height was determined by differential leveling
 CS1399.and adjusted by the National Geodetic Survey in June 1991..
 CS1399
 CS1399.The geoid height was determined by GEOID03.
 CS1399
 CS1399.The dynamic height is computed by dividing the NAVD 88
 CS1399.geopotential number by the normal gravity value computed on the
 CS1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1399.degrees latitude (g = 980.6199 gals.).
 CS1399
 CS1399.The modeled gravity was interpolated from observed gravity values.
 CS1399
 CS1399;                    North         East    Units  Estimated Accuracy
 CS1399;SPC TXNC     - 2,123,320.      781,650.      MT  (+/- 180 meters Scaled)
 CS1399
 CS1399                          SUPERSEDED SURVEY CONTROL
 CS1399
 CS1399  NGVD 29 (??/??/92)  145.096  (m)          476.04   (f) ADJ UNCH    2 0
 CS1399
 CS1399.Superseded values are not recommended for survey control.
 CS1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1399.See file dsdata.txt to determine how the superseded data were derived.
 CS1399
 CS1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB284277(NAD 83)
 CS1399_MARKER: DB = BENCH MARK DISK
 CS1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1399_STAMPING: E 184 1952
 CS1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1399+STABILITY: SURFACE MOTION
 CS1399
 CS1399  HISTORY     - Date     Condition        Report By
 CS1399  HISTORY     - 1952     MONUMENTED       CGS
 CS1399  HISTORY     - 1958     GOOD             NGS
 CS1399  HISTORY     - 19910626 POOR             USPSQD
 CS1399  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1399
 CS1399                          STATION DESCRIPTION
 CS1399
 CS1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1399'2.25 MI E FROM MESQUITE.
 CS1399'2.25 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1399'AT MESQUITE, 80 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD
 CS1399'CROSSING, 77.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SEMAPHORE
 CS1399'1996, 40 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD, 38 FEET SOUTH
 CS1399'OF THE SOUTH RAIL, 5 FEET EAST OF A TELEPHONE POLE, 3 FEET WEST OF A
 CS1399'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CS1399'FOOT ABOVE THE GROUND.
 CS1399
 CS1399                          STATION RECOVERY (1958)
 CS1399
 CS1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1399'RECOVERED IN GOOD CONDITION.
 CS1399
 CS1399                          STATION RECOVERY (1991)
 CS1399
 CS1399'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1399'MARK RECOVERED IN POOR CONDITION.
 CS1399
 CS1399                          STATION RECOVERY (2000)
 CS1399
 CS1399'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0156 ***********************************************************************
 CS0156  DESIGNATION -  E 185
 CS0156  PID         -  CS0156
 CS0156  STATE/COUNTY-  TX/VAN ZANDT
 CS0156  USGS QUAD   -  WILLS POINT (1981)
 CS0156
 CS0156                         *CURRENT SURVEY CONTROL
 CS0156  ___________________________________________________________________
 CS0156* NAD 83(1986)-  32 42 42.     (N)    096 03 56.     (W)     SCALED    
 CS0156* NAVD 88     -       148.880  (meters)     488.45   (feet)  ADJUSTED  
 CS0156  ___________________________________________________________________
 CS0156  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0156  DYNAMIC HT  -         148.713 (meters)     487.90  (feet)  COMP
 CS0156  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 CS0156
 CS0156  VERT ORDER  -  SECOND    CLASS 0
 CS0156
 CS0156.The horizontal coordinates were scaled from a topographic map and have
 CS0156.an estimated accuracy of +/- 6 seconds.
 CS0156
 CS0156.The orthometric height was determined by differential leveling
 CS0156.and adjusted by the National Geodetic Survey in June 1991..
 CS0156
 CS0156.The geoid height was determined by GEOID03.
 CS0156
 CS0156.The dynamic height is computed by dividing the NAVD 88
 CS0156.geopotential number by the normal gravity value computed on the
 CS0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0156.degrees latitude (g = 980.6199 gals.).
 CS0156
 CS0156.The modeled gravity was interpolated from observed gravity values.
 CS0156
 CS0156;                    North         East    Units  Estimated Accuracy
 CS0156;SPC TXNC     - 2,118,520.      828,200.      MT  (+/- 180 meters Scaled)
 CS0156
 CS0156                          SUPERSEDED SURVEY CONTROL
 CS0156
 CS0156  NGVD 29 (??/??/92)  148.887  (m)          488.47   (f) ADJ UNCH    2 0
 CS0156
 CS0156.Superseded values are not recommended for survey control.
 CS0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0156.See file dsdata.txt to determine how the superseded data were derived.
 CS0156
 CS0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB750231(NAD 83)
 CS0156_MARKER: DB = BENCH MARK DISK
 CS0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0156_STAMPING: E 185 1952
 CS0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0156+STABILITY: SURFACE MOTION
 CS0156
 CS0156  HISTORY     - Date     Condition        Report By
 CS0156  HISTORY     - 1952     MONUMENTED       CGS
 CS0156  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CS0156  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0156  HISTORY     - 19930614 MARK NOT FOUND   USPSQD
 CS0156  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 CS0156
 CS0156                          STATION DESCRIPTION
 CS0156
 CS0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0156'3.15 MI W FROM WILLS POINT.
 CS0156'3.15 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0156'AT WILLS POINT, 21 POLES EAST OF A GRAVELED ROAD CROSSING, AT THE
 CS0156'KAUFMAN AND VAN ZANDT COUNTY LINE, 57.5 FEET NORTH OF THE CENTER LINE
 CS0156'OF U.S. HIGHWAY 80, 41 FEET SOUTHEAST OF SEMAPHORE 1702, 34.4 FEET
 CS0156'SOUTH OF THE SOUTH RAIL, 4.5 FEET EAST OF A TELEPHONE POLE, 3 FEET
 CS0156'WEST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 CS0156'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS0156
 CS0156                          STATION RECOVERY (1988)
 CS0156
 CS0156'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CS0156'MARK NOT FOUND.
 CS0156
 CS0156                          STATION RECOVERY (1988)
 CS0156
 CS0156'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0156'MARK NOT FOUND.
 CS0156
 CS0156                          STATION RECOVERY (1993)
 CS0156
 CS0156'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0156'MARK NOT FOUND.
 CS0156
 CS0156                          STATION RECOVERY (1995)
 CS0156
 CS0156'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0324 ***********************************************************************
 DO0324  DESIGNATION -  E 186
 DO0324  PID         -  DO0324
 DO0324  STATE/COUNTY-  TX/ARCHER
 DO0324  USGS QUAD   -  LAKE WICHITA (1981)
 DO0324
 DO0324                         *CURRENT SURVEY CONTROL
 DO0324  ___________________________________________________________________
 DO0324* NAD 83(1986)-  33 48 27.     (N)    098 31 03.     (W)     SCALED    
 DO0324* NAVD 88     -       314.542  (meters)    1031.96   (feet)  ADJUSTED  
 DO0324  ___________________________________________________________________
 DO0324  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DO0324  DYNAMIC HT  -         314.192 (meters)    1030.81  (feet)  COMP
 DO0324  MODELED GRAV-     979,517.1   (mgal)                       NAVD 88
 DO0324
 DO0324  VERT ORDER  -  SECOND    CLASS 0
 DO0324
 DO0324.The horizontal coordinates were scaled from a topographic map and have
 DO0324.an estimated accuracy of +/- 6 seconds.
 DO0324
 DO0324.The orthometric height was determined by differential leveling
 DO0324.and adjusted by the National Geodetic Survey in June 1991..
 DO0324
 DO0324.The geoid height was determined by GEOID03.
 DO0324
 DO0324.The dynamic height is computed by dividing the NAVD 88
 DO0324.geopotential number by the normal gravity value computed on the
 DO0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0324.degrees latitude (g = 980.6199 gals.).
 DO0324
 DO0324.The modeled gravity was interpolated from observed gravity values.
 DO0324
 DO0324;                    North         East    Units  Estimated Accuracy
 DO0324;SPC TXNC     - 2,237,410.      598,380.      MT  (+/- 180 meters Scaled)
 DO0324
 DO0324                          SUPERSEDED SURVEY CONTROL
 DO0324
 DO0324  NGVD 29 (??/??/92)  314.450  (m)         1031.66   (f) ADJ UNCH    2 0
 DO0324
 DO0324.Superseded values are not recommended for survey control.
 DO0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0324.See file dsdata.txt to determine how the superseded data were derived.
 DO0324
 DO0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC446409(NAD 83)
 DO0324_MARKER: DB = BENCH MARK DISK
 DO0324_SETTING: 80 = SET IN A BOULDER
 DO0324_SP_SET: BOULDER
 DO0324_STAMPING: E-186 1933
 DO0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0324+STABILITY: SURFACE MOTION
 DO0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0324+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 DO0324
 DO0324  HISTORY     - Date     Condition        Report By
 DO0324  HISTORY     - 1933     MONUMENTED       CGS
 DO0324  HISTORY     - 1957     GOOD             NGS
 DO0324  HISTORY     - 20030625 GOOD             USPSQD
 DO0324
 DO0324                          STATION DESCRIPTION
 DO0324
 DO0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0324'9.9 MI S FROM WICHITA FALLS.
 DO0324'9.9 MILES SOUTH OF, ALONG W.F. AND SOUTHERN R.R. 0.6 MILES SOUTH OF
 DO0324'MILEPOST NO. 9, 158 FEET WEST OF CENTER OF TRACK.
 DO0324
 DO0324                          STATION RECOVERY (1957)
 DO0324
 DO0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0324'RECOVERED IN GOOD CONDITION.
 DO0324
 DO0324                          STATION RECOVERY (2003)
 DO0324
 DO0324'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 DO0324'RAILROAD HAS BEEN ABANDONED BUT BED IS STILL DISCERNABLE.  PROPERTY IS
 DO0324'OWNED BY POBLES,INC.  ADD TO ABOVE DESCRIPTION, AT THE RAILROAD BED
 DO0324'CROSSING AT COUNTY ROAD 1954 FOLLOW GRAVEL ROAD ALONG BED .25 MILES TO
 DO0324'GATE ON THE RIGHT.  MARK IS IN GROUP OF BOULDERS IN OPEN PASTURE 60
 DO0324'PACES SW OF GATE.
 DO0324' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0342 ***********************************************************************
 CT0342  DESIGNATION -  E 188
 CT0342  PID         -  CT0342
 CT0342  STATE/COUNTY-  TX/SHACKELFORD
 CT0342  USGS QUAD   -  ALBANY (1965)
 CT0342
 CT0342                         *CURRENT SURVEY CONTROL
 CT0342  ___________________________________________________________________
 CT0342* NAD 83(1986)-  32 40 56.     (N)    099 16 12.     (W)     SCALED    
 CT0342* NAVD 88     -       416.620  (meters)    1366.86   (feet)  ADJUSTED  
 CT0342  ___________________________________________________________________
 CT0342  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CT0342  DYNAMIC HT  -         416.092 (meters)    1365.13  (feet)  COMP
 CT0342  MODELED GRAV-     979,357.6   (mgal)                       NAVD 88
 CT0342
 CT0342  VERT ORDER  -  SECOND    CLASS 0
 CT0342
 CT0342.The horizontal coordinates were scaled from a topographic map and have
 CT0342.an estimated accuracy of +/- 6 seconds.
 CT0342
 CT0342.The orthometric height was determined by differential leveling
 CT0342.and adjusted by the National Geodetic Survey in June 1991..
 CT0342
 CT0342.The geoid height was determined by GEOID03.
 CT0342
 CT0342.The dynamic height is computed by dividing the NAVD 88
 CT0342.geopotential number by the normal gravity value computed on the
 CT0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0342.degrees latitude (g = 980.6199 gals.).
 CT0342
 CT0342.The modeled gravity was interpolated from observed gravity values.
 CT0342
 CT0342;                    North         East    Units  Estimated Accuracy
 CT0342;SPC TXNC     - 2,112,880.      527,790.      MT  (+/- 180 meters Scaled)
 CT0342
 CT0342                          SUPERSEDED SURVEY CONTROL
 CT0342
 CT0342  NGVD 29 (??/??/92)  416.499  (m)         1366.46   (f) ADJ UNCH    2 0
 CT0342
 CT0342.Superseded values are not recommended for survey control.
 CT0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0342.See file dsdata.txt to determine how the superseded data were derived.
 CT0342
 CT0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB746160(NAD 83)
 CT0342_MARKER: DB = BENCH MARK DISK
 CT0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0342_SP_SET: ABUTMENT
 CT0342_STAMPING: E 188 1933
 CT0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0342
 CT0342  HISTORY     - Date     Condition        Report By
 CT0342  HISTORY     - 1933     MONUMENTED       CGS
 CT0342  HISTORY     - 1957     GOOD             NGS
 CT0342
 CT0342                          STATION DESCRIPTION
 CT0342
 CT0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0342'3.5 MI SE FROM ALBANY.
 CT0342'3.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0342'FROM ALBANY, SHACKELFORD COUNTY, AT BRIDGE 184.5 OVER SALT PRONG OF
 CT0342'HUBBARD CREEK, AND IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT.
 CT0342'NOTE-- THE DISK IS SET IN STONE INSTEAD OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0245 ***********************************************************************
 DO0245  DESIGNATION -  E 189
 DO0245  PID         -  DO0245
 DO0245  STATE/COUNTY-  TX/YOUNG
 DO0245  USGS QUAD   -  NEWCASTLE (1981)
 DO0245
 DO0245                         *CURRENT SURVEY CONTROL
 DO0245  ___________________________________________________________________
 DO0245* NAD 83(1986)-  33 09 48.     (N)    098 42 07.     (W)     SCALED    
 DO0245* NAVD 88     -       373.610  (meters)    1225.75   (feet)  ADJUSTED  
 DO0245  ___________________________________________________________________
 DO0245  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DO0245  DYNAMIC HT  -         373.165 (meters)    1224.29  (feet)  COMP
 DO0245  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 DO0245
 DO0245  VERT ORDER  -  SECOND    CLASS 0
 DO0245
 DO0245.The horizontal coordinates were scaled from a topographic map and have
 DO0245.an estimated accuracy of +/- 6 seconds.
 DO0245
 DO0245.The orthometric height was determined by differential leveling
 DO0245.and adjusted by the National Geodetic Survey in June 1991..
 DO0245
 DO0245.The geoid height was determined by GEOID03.
 DO0245
 DO0245.The dynamic height is computed by dividing the NAVD 88
 DO0245.geopotential number by the normal gravity value computed on the
 DO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0245.degrees latitude (g = 980.6199 gals.).
 DO0245
 DO0245.The modeled gravity was interpolated from observed gravity values.
 DO0245
 DO0245;                    North         East    Units  Estimated Accuracy
 DO0245;SPC TXNC     - 2,165,980.      581,170.      MT  (+/- 180 meters Scaled)
 DO0245
 DO0245                          SUPERSEDED SURVEY CONTROL
 DO0245
 DO0245  NGVD 29 (??/??/92)  373.511  (m)         1225.43   (f) ADJ UNCH    2 0
 DO0245
 DO0245.Superseded values are not recommended for survey control.
 DO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0245.See file dsdata.txt to determine how the superseded data were derived.
 DO0245
 DO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB277694(NAD 83)
 DO0245_MARKER: DB = BENCH MARK DISK
 DO0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0245_SP_SET: MONUMENT
 DO0245_STAMPING: E-189 1933
 DO0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0245
 DO0245  HISTORY     - Date     Condition        Report By
 DO0245  HISTORY     - 1933     MONUMENTED       CGS
 DO0245  HISTORY     - 1957     GOOD             NGS
 DO0245  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0245
 DO0245                          STATION DESCRIPTION
 DO0245
 DO0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0245'3.5 MI S FROM NEWCASTLE.
 DO0245'3.5 MILES SOUTH OF, ALONG W.F. AND S.R.R. 0.3 MILE SOUTH OF MILE POST
 DO0245'59, 37 FEET WEST OF CENTER OF TRACK, 50 FEET SOUTH OF WHERE TRAIL TO
 DO0245'BULLOCK RANCHHOUSE CROSSES TRACK.
 DO0245
 DO0245                          STATION RECOVERY (1957)
 DO0245
 DO0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0245'RECOVERED IN GOOD CONDITION.
 DO0245
 DO0245                          STATION RECOVERY (2001)
 DO0245
 DO0245'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0615 ***********************************************************************
 AB0615  DESIGNATION -  E 19
 AB0615  PID         -  AB0615
 AB0615  STATE/COUNTY-  TX/CAMERON
 AB0615  USGS QUAD   -  RIO HONDO (1980)
 AB0615
 AB0615                         *CURRENT SURVEY CONTROL
 AB0615  ___________________________________________________________________
 AB0615* NAD 83(1986)-  26 11 36.     (N)    097 34 37.     (W)     SCALED    
 AB0615* NAVD 88     -         7.954  (meters)      26.10   (feet)  ADJUSTED  
 AB0615  ___________________________________________________________________
 AB0615  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 AB0615  DYNAMIC HT  -           7.941 (meters)      26.05  (feet)  COMP
 AB0615  MODELED GRAV-     979,043.1   (mgal)                       NAVD 88
 AB0615
 AB0615  VERT ORDER  -  SECOND    CLASS 0
 AB0615
 AB0615.The horizontal coordinates were scaled from a topographic map and have
 AB0615.an estimated accuracy of +/- 6 seconds.
 AB0615
 AB0615.The orthometric height was determined by differential leveling
 AB0615.and adjusted by the National Geodetic Survey in June 1991..
 AB0615
 AB0615.The geoid height was determined by GEOID03.
 AB0615
 AB0615.The dynamic height is computed by dividing the NAVD 88
 AB0615.geopotential number by the normal gravity value computed on the
 AB0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0615.degrees latitude (g = 980.6199 gals.).
 AB0615
 AB0615.The modeled gravity was interpolated from observed gravity values.
 AB0615
 AB0615;                    North         East    Units  Estimated Accuracy
 AB0615;SPC TX S     - 5,058,690.      392,260.      MT  (+/- 180 meters Scaled)
 AB0615
 AB0615                          SUPERSEDED SURVEY CONTROL
 AB0615
 AB0615  NGVD 29 (??/??/92)    8.054  (m)           26.42   (f) ADJ UNCH    2 0
 AB0615
 AB0615.Superseded values are not recommended for survey control.
 AB0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0615.See file dsdata.txt to determine how the superseded data were derived.
 AB0615
 AB0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP421978(NAD 83)
 AB0615_MARKER: DD = SURVEY DISK
 AB0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0615_SP_SET: CULVERT
 AB0615_STAMPING: E 19 26.26
 AB0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0615
 AB0615  HISTORY     - Date     Condition        Report By
 AB0615  HISTORY     - UNK      MONUMENTED       TX-061
 AB0615  HISTORY     - 1942     GOOD             NGS
 AB0615  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0615  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0615  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0615
 AB0615                          STATION DESCRIPTION
 AB0615
 AB0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0615'5.3 MI NE FROM SAN BENITO.
 AB0615'5.3 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0615'SAN BENITO, CAMERON COUNTY, AT THE CROSSING OF THE SOUTHERN PACIFIC
 AB0615'RAILROAD, 300 FEET NORTH OF THE RAILROAD, 16 FEET WEST OF AND 1.5 FEET
 AB0615'HIGHER THAN THE CENTERLINE OF THE HIGHWAY, AT A SMALL CONCRETE
 AB0615'CULVERT, AND IN THE CENTER OF THE TOP OF THE WEST HEADWALL.  A CAMERON
 AB0615'COUNTY STANDARD DISK, STAMPED E 19 26.26.
 AB0615
 AB0615                          STATION RECOVERY (1987)
 AB0615
 AB0615'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0615'MARK NOT FOUND.
 AB0615
 AB0615                          STATION RECOVERY (1988)
 AB0615
 AB0615'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0615'MARK NOT FOUND.
 AB0615
 AB0615                          STATION RECOVERY (1988)
 AB0615
 AB0615'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0216 ***********************************************************************
 DO0216  DESIGNATION -  E 190
 DO0216  PID         -  DO0216
 DO0216  STATE/COUNTY-  TX/JACK
 DO0216  USGS QUAD   -  JACKSBORO NE (1982)
 DO0216
 DO0216                         *CURRENT SURVEY CONTROL
 DO0216  ___________________________________________________________________
 DO0216* NAD 83(1986)-  33 09 41.     (N)    098 03 00.     (W)     SCALED    
 DO0216* NAVD 88     -       348.085  (meters)    1142.01   (feet)  ADJUSTED  
 DO0216  ___________________________________________________________________
 DO0216  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DO0216  DYNAMIC HT  -         347.680 (meters)    1140.68  (feet)  COMP
 DO0216  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 DO0216
 DO0216  VERT ORDER  -  SECOND    CLASS 0
 DO0216
 DO0216.The horizontal coordinates were scaled from a topographic map and have
 DO0216.an estimated accuracy of +/- 6 seconds.
 DO0216
 DO0216.The orthometric height was determined by differential leveling
 DO0216.and adjusted by the National Geodetic Survey in June 1991..
 DO0216
 DO0216.The geoid height was determined by GEOID03.
 DO0216
 DO0216.The dynamic height is computed by dividing the NAVD 88
 DO0216.geopotential number by the normal gravity value computed on the
 DO0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0216.degrees latitude (g = 980.6199 gals.).
 DO0216
 DO0216.The modeled gravity was interpolated from observed gravity values.
 DO0216
 DO0216;                    North         East    Units  Estimated Accuracy
 DO0216;SPC TXNC     - 2,165,840.      641,970.      MT  (+/- 180 meters Scaled)
 DO0216
 DO0216                          SUPERSEDED SURVEY CONTROL
 DO0216
 DO0216  NGVD 29 (??/??/92)  348.008  (m)         1141.76   (f) ADJ UNCH    2 0
 DO0216
 DO0216.Superseded values are not recommended for survey control.
 DO0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0216.See file dsdata.txt to determine how the superseded data were derived.
 DO0216
 DO0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB885695(NAD 83)
 DO0216_MARKER: DB = BENCH MARK DISK
 DO0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0216_SP_SET: CULVERT
 DO0216_STAMPING: E 190 1141.756 1933
 DO0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0216
 DO0216  HISTORY     - Date     Condition        Report By
 DO0216  HISTORY     - 1933     MONUMENTED       CGS
 DO0216  HISTORY     - 1949     GOOD             NGS
 DO0216  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0216
 DO0216                          STATION DESCRIPTION
 DO0216
 DO0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DO0216'8.5 MI SE FROM JACKSBORO.
 DO0216'ABOUT 8.5 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND GULF
 DO0216'RAILWAY FROM THE DEPOT IN JACKSBORO, JACK COUNTY, 1 MILE SOUTH EAST
 DO0216'FROM THE STOCK LOADING PENS AND CROSSING AT THE CHERRYHOMES RANCH,
 DO0216'STEWARTON SIDING.  IN THE TOP OF THE EAST END OF A STONE CULVERT, 1/4
 DO0216'MILE NORTH WEST OF A WOODEN TRESTLE, 6 FEET BELOW THE LEVEL OF THE
 DO0216'TRACKS AND ON THE NORTH EAST SIDE OF THE TRACKS.  IT IS AT THE SOUTH
 DO0216'EAST END OF A CUT.
 DO0216
 DO0216                          STATION RECOVERY (2001)
 DO0216
 DO0216'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0281 ***********************************************************************
 DO0281  DESIGNATION -  E 191
 DO0281  PID         -  DO0281
 DO0281  STATE/COUNTY-  TX/YOUNG
 DO0281  USGS QUAD   -  GRAHAM (1981)
 DO0281
 DO0281                         *CURRENT SURVEY CONTROL
 DO0281  ___________________________________________________________________
 DO0281* NAD 83(1993)-  33 04 01.66071(N)    098 35 42.92541(W)     ADJUSTED  
 DO0281* NAVD 88     -       321.761  (meters)    1055.64   (feet)  ADJUSTED  
 DO0281  ___________________________________________________________________
 DO0281  X           -    -799,675.115 (meters)                     COMP
 DO0281  Y           -  -5,290,567.314 (meters)                     COMP
 DO0281  Z           -   3,460,359.876 (meters)                     COMP
 DO0281  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DO0281  ELLIP HEIGHT-         292.97  (meters)          (02/16/96) GPS OBS
 DO0281  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DO0281  DYNAMIC HT  -         321.373 (meters)    1054.37  (feet)  COMP
 DO0281  MODELED GRAV-     979,423.8   (mgal)                       NAVD 88
 DO0281
 DO0281  HORZ ORDER  -  THIRD
 DO0281  VERT ORDER  -  SECOND    CLASS 0
 DO0281  ELLP ORDER  -  FIFTH     CLASS I
 DO0281
 DO0281.The horizontal coordinates were established by GPS observations
 DO0281.and adjusted by the National Geodetic Survey in February 1996..
 DO0281
 DO0281.The orthometric height was determined by differential leveling
 DO0281.and adjusted by the National Geodetic Survey in June 1991..
 DO0281
 DO0281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0281
 DO0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0281
 DO0281.The ellipsoidal height was determined by GPS observations
 DO0281.and is referenced to NAD 83.
 DO0281
 DO0281.The geoid height was determined by GEOID03.
 DO0281
 DO0281.The dynamic height is computed by dividing the NAVD 88
 DO0281.geopotential number by the normal gravity value computed on the
 DO0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0281.degrees latitude (g = 980.6199 gals.).
 DO0281
 DO0281.The modeled gravity was interpolated from observed gravity values.
 DO0281
 DO0281;                    North         East     Units Scale Factor Converg.
 DO0281;SPC TXNC     - 2,155,300.816   591,105.803   MT  0.99987266   -0 03 07.0
 DO0281;SPC TXNC     - 7,071,182.76  1,939,319.62   sFT  0.99987266   -0 03 07.0
 DO0281;UTM  14      - 3,658,801.608   537,780.870   MT  0.99961760   +0 13 15.0
 DO0281
 DO0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0281!SPC TXNC     -   0.99995401  x   0.99987266  =   0.99982667
 DO0281!UTM  14      -   0.99995401  x   0.99961760  =   0.99957162
 DO0281
 DO0281                          SUPERSEDED SURVEY CONTROL
 DO0281
 DO0281  NAD 83(1993)-  33 04 01.66356(N)    098 35 42.92528(W) AD(       ) 3
 DO0281  NAD 83(1986)-  33 04 01.66518(N)    098 35 42.91205(W) AD(       ) 3
 DO0281  NAD 27      -  33 04 01.25453(N)    098 35 41.70364(W) AD(       ) 3
 DO0281  NGVD 29 (??/??/92)  321.676  (m)         1055.37   (f) ADJ UNCH    2 0
 DO0281
 DO0281.Superseded values are not recommended for survey control.
 DO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0281.See file dsdata.txt to determine how the superseded data were derived.
 DO0281
 DO0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3778158802(NAD 83)
 DO0281_MARKER: DB = BENCH MARK DISK
 DO0281_SETTING: 80 = SET IN A BOULDER
 DO0281_SP_SET: BOULDER
 DO0281_STAMPING: E 191 1933
 DO0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0281+STABILITY: SURFACE MOTION
 DO0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0281+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DO0281
 DO0281  HISTORY     - Date     Condition        Report By
 DO0281  HISTORY     - 1988     MONUMENTED       NGS
 DO0281  HISTORY     - 1957     GOOD             NGS
 DO0281  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0281  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0281
 DO0281                          STATION DESCRIPTION
 DO0281
 DO0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0281'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 DO0281'SOUTH OF GRAHAM, ALONG AN OLD RAILROAD BED THAT IS NOW A TRACK
 DO0281'ROAD, AT THE NORTH END OF A SHALLOW CUT, IN THE NORTH ONE OF TWO
 DO0281'LARGE SANDSTONE BOULDER FORMATIONS.
 DO0281'OWNERSHIP--DANNY L. LANKFORD, HC60, BOX 419, GRAHAM TX 76046, PHONE
 DO0281'817-549-4183.
 DO0281'
 DO0281'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 380 AND STATE
 DO0281'HIGHWAYS 16, 61 AND 67 AT THE NORTHWEST CORNER OF GRAHAM, GO WEST
 DO0281'ON STATE HIGHWAYS 61 AND 67 FOR 0.4 KM (0.25 MI) TO THE JUNCTION OF
 DO0281'STATE HIGHWAY 61 ON THE RIGHT.  CONTINUE SOUTHWEST ON STATE HIGHWAY
 DO0281'67 FOR 2.0 KM (1.25 MI) TO THE JUNCTION OF FARM ROAD 209 ON THE
 DO0281'RIGHT.  CONTINUE AHEAD FOR 2.5 KM (1.55 MI) TO A PAVED ROAD LEFT.
 DO0281'TURN LEFT AND GO SOUTHEAST ON LOWER TONK VALLEY ROAD FOR 0.8 KM
 DO0281'(0.5 MI) TO TWO GRADED ROADS ON THE LEFT.  TURN LEFT ONTO EITHER
 DO0281'ROAD AND GO 0.8 KM (0.5 MI) TO A FORK.  BEAR RIGHT AND GO SOUTHEAST
 DO0281'ON GRADED ROAD FOR 0.5 KM (0.3 MI) TO A FORK.  KEEP RIGHT, MAIN
 DO0281'ROAD, FOR 0.6 KM (0.4 MI) TO A FORK NEAR BOTTOM OF HILL.  BEAR LEFT
 DO0281'ON MAIN ROAD AND GO EAST FOR 0.2 KM (0.1 MI) TO A TRACK ROAD LEFT.
 DO0281'TURN LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) TO THE STATION ON THE
 DO0281'RIGHT JUST BEFORE REACHING AN OVERHEAD UTILITY LINE.
 DO0281'
 DO0281'THE STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED---E 191
 DO0281'1933---, SET IN A DRILL HOLE IN THE TOP OF A 4 X 5 X 1.2 METER HIGH
 DO0281'IRREGULAR SHAPED SANDSTONE BOULDER.  LOCATED 30.7 METERS (100.7 FT)
 DO0281'EAST-SOUTHEAST OF A UTILITY POLE SUPPORTING LINE ACROSS ROAD, 12.0
 DO0281'METERS (39.4 FT) (MEASURED ALONG ROAD CENTER) SOUTH OF THE OVERHEAD
 DO0281'LINE, 11.6 METERS (38.1 FT) EAST OF THE ROAD CENTER AND 0.6 METER
 DO0281'(2.0 FT) NORTH OF SOUTH END OF BOULDER.
 DO0281'
 DO0281'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0281'
 DO0281'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0281'
 DO0281'DESCRIBED BY D.A. BOWLING.
 DO0281
 DO0281                          STATION RECOVERY (1957)
 DO0281
 DO0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0281'3.2 MI SW FROM GRAHAM.
 DO0281'3.2 MILES SOUTHWEST ALONG THE WICHITA FALLS AND SOUTHERN RAILROAD FROM
 DO0281'GRAHAM, YOUNG COUNTY, AT MILEAGE 70.3, 43 FEET EAST OF THE CENTER LINE
 DO0281'OF THE TRACK, IN THE TOP OF THE NORTH ONE OF TWO GRANITE BOULDERS, AND
 DO0281'ABOUT 4-1/2 FEET HIGHER THAN THE GRADE. A STANDARD DISK, STAMPED E 191
 DO0281'1933.
 DO0281
 DO0281                          STATION RECOVERY (1984)
 DO0281
 DO0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0281'MARK NOT FOUND.
 DO0281
 DO0281                          STATION RECOVERY (2005)
 DO0281
 DO0281'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0318 ***********************************************************************
 CT0318  DESIGNATION -  E 192
 CT0318  PID         -  CT0318
 CT0318  STATE/COUNTY-  TX/SHACKELFORD
 CT0318  USGS QUAD   -  MURPHY CREEK (1987)
 CT0318
 CT0318                         *CURRENT SURVEY CONTROL
 CT0318  ___________________________________________________________________
 CT0318* NAD 83(1986)-  32 45 32.     (N)    099 10 58.     (W)     SCALED    
 CT0318* NAVD 88     -       411.907  (meters)    1351.40   (feet)  ADJUSTED  
 CT0318  ___________________________________________________________________
 CT0318  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 CT0318  DYNAMIC HT  -         411.389 (meters)    1349.70  (feet)  COMP
 CT0318  MODELED GRAV-     979,370.0   (mgal)                       NAVD 88
 CT0318
 CT0318  VERT ORDER  -  SECOND    CLASS 0
 CT0318
 CT0318.The horizontal coordinates were scaled from a topographic map and have
 CT0318.an estimated accuracy of +/- 6 seconds.
 CT0318
 CT0318.The orthometric height was determined by differential leveling
 CT0318.and adjusted by the National Geodetic Survey in June 1991..
 CT0318
 CT0318.The geoid height was determined by GEOID03.
 CT0318
 CT0318.The dynamic height is computed by dividing the NAVD 88
 CT0318.geopotential number by the normal gravity value computed on the
 CT0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0318.degrees latitude (g = 980.6199 gals.).
 CT0318
 CT0318.The modeled gravity was interpolated from observed gravity values.
 CT0318
 CT0318;                    North         East    Units  Estimated Accuracy
 CT0318;SPC TXNC     - 2,121,320.      536,030.      MT  (+/- 180 meters Scaled)
 CT0318
 CT0318                          SUPERSEDED SURVEY CONTROL
 CT0318
 CT0318  NGVD 29 (??/??/92)  411.797  (m)         1351.04   (f) ADJ UNCH    2 0
 CT0318
 CT0318.Superseded values are not recommended for survey control.
 CT0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0318.See file dsdata.txt to determine how the superseded data were derived.
 CT0318
 CT0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB828245(NAD 83)
 CT0318_MARKER: DB = BENCH MARK DISK
 CT0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0318_STAMPING: E 192 1933
 CT0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0318+STABILITY: SURFACE MOTION
 CT0318
 CT0318  HISTORY     - Date     Condition        Report By
 CT0318  HISTORY     - 1933     MONUMENTED       CGS
 CT0318  HISTORY     - 1957     GOOD             NGS
 CT0318  HISTORY     - 1965     MARK NOT FOUND   USGS
 CT0318
 CT0318                          STATION DESCRIPTION
 CT0318
 CT0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0318'7.6 MI E FROM ALBANY.
 CT0318'7.6 MILES EAST ALONG OLD U.S. HIGHWAY 80 N FROM ALBANY, SHACKELFORD
 CT0318'COUNTY, 65 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 15 FEET
 CT0318'SOUTH OF A FENCE LINE.  A STANDARD DISK, STAMPED E 192 1933 AND SET IN
 CT0318'THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY HAS BEEN WIDENED, BM
 CT0318'MAY HAVE BEEN DESTROYED IN WIDENING OPERATION.  MARK WAS RECOVERED AT
 CT0318'A ROADSIDE PARK.  IT IS 12 FEET EAST OF THE EAST EDGE OF THE PARKING
 CT0318'AREA AND 12 FEET SOUTH OF A ROW OF WHITE POSTS.  THE HIGHWAY IS NOW
 CT0318'DESIGNATED AS U.S. HIGHWAY 180.
 CT0318
 CT0318                          STATION RECOVERY (1965)
 CT0318
 CT0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0131 ***********************************************************************
 CT0131  DESIGNATION -  E 194
 CT0131  PID         -  CT0131
 CT0131  STATE/COUNTY-  TX/COMANCHE
 CT0131  USGS QUAD   -  COMYN (1979)
 CT0131
 CT0131                         *CURRENT SURVEY CONTROL
 CT0131  ___________________________________________________________________
 CT0131* NAD 83(1986)-  32 04 44.     (N)    098 26 00.     (W)     SCALED    
 CT0131* NAVD 88     -       418.511  (meters)    1373.06   (feet)  ADJUSTED  
 CT0131  ___________________________________________________________________
 CT0131  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CT0131  DYNAMIC HT  -         417.978 (meters)    1371.32  (feet)  COMP
 CT0131  MODELED GRAV-     979,354.0   (mgal)                       NAVD 88
 CT0131
 CT0131  VERT ORDER  -  SECOND    CLASS 0
 CT0131
 CT0131.The horizontal coordinates were scaled from a topographic map and have
 CT0131.an estimated accuracy of +/- 6 seconds.
 CT0131
 CT0131.The orthometric height was determined by differential leveling
 CT0131.and adjusted by the National Geodetic Survey in June 1991..
 CT0131
 CT0131.The geoid height was determined by GEOID03.
 CT0131
 CT0131.The dynamic height is computed by dividing the NAVD 88
 CT0131.geopotential number by the normal gravity value computed on the
 CT0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0131.degrees latitude (g = 980.6199 gals.).
 CT0131
 CT0131.The modeled gravity was interpolated from observed gravity values.
 CT0131
 CT0131;                    North         East    Units  Estimated Accuracy
 CT0131;SPC TX C     - 3,268,960.      879,390.      MT  (+/- 180 meters Scaled)
 CT0131
 CT0131                          SUPERSEDED SURVEY CONTROL
 CT0131
 CT0131  NGVD 29 (??/??/92)  418.415  (m)         1372.75   (f) ADJ UNCH    2 0
 CT0131
 CT0131.Superseded values are not recommended for survey control.
 CT0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0131.See file dsdata.txt to determine how the superseded data were derived.
 CT0131
 CT0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA534493(NAD 83)
 CT0131_MARKER: DB = BENCH MARK DISK
 CT0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0131_STAMPING: E 194 1933
 CT0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0131+STABILITY: SURFACE MOTION
 CT0131
 CT0131  HISTORY     - Date     Condition        Report By
 CT0131  HISTORY     - 1933     MONUMENTED       CGS
 CT0131
 CT0131                          STATION DESCRIPTION
 CT0131
 CT0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CT0131'2.5 MI E FROM COMYN.
 CT0131'ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD, 1/2 MILE WEST OF
 CT0131'COMANCHE-ERATH COUNTY LINE, APPROXIMATELY 125 FEET EAST OF RAILROAD
 CT0131'CUT, 55 FEET SOUTH OF CENTER OF TRACK, 25 FEET EAST OF LANE CROSSING,
 CT0131'6 FEET EAST OF CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2255 ***********************************************************************
 CS2255  DESIGNATION -  E 195
 CS2255  PID         -  CS2255
 CS2255  STATE/COUNTY-  TX/BOSQUE
 CS2255  USGS QUAD   -  WALNUT SPRINGS EAST (1979)
 CS2255
 CS2255                         *CURRENT SURVEY CONTROL
 CS2255  ___________________________________________________________________
 CS2255* NAD 83(1986)-  32 03 02.     (N)    097 41 46.     (W)     SCALED    
 CS2255* NAVD 88     -       258.758  (meters)     848.94   (feet)  ADJUSTED  
 CS2255  ___________________________________________________________________
 CS2255  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS2255  DYNAMIC HT  -         258.434 (meters)     847.88  (feet)  COMP
 CS2255  MODELED GRAV-     979,384.4   (mgal)                       NAVD 88
 CS2255
 CS2255  VERT ORDER  -  SECOND    CLASS 0
 CS2255
 CS2255.The horizontal coordinates were scaled from a topographic map and have
 CS2255.an estimated accuracy of +/- 6 seconds.
 CS2255
 CS2255.The orthometric height was determined by differential leveling
 CS2255.and adjusted by the National Geodetic Survey in June 1991..
 CS2255
 CS2255.The geoid height was determined by GEOID03.
 CS2255
 CS2255.The dynamic height is computed by dividing the NAVD 88
 CS2255.geopotential number by the normal gravity value computed on the
 CS2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2255.degrees latitude (g = 980.6199 gals.).
 CS2255
 CS2255.The modeled gravity was interpolated from observed gravity values.
 CS2255
 CS2255;                    North         East    Units  Estimated Accuracy
 CS2255;SPC TX C     - 3,267,240.      949,050.      MT  (+/- 180 meters Scaled)
 CS2255
 CS2255                          SUPERSEDED SURVEY CONTROL
 CS2255
 CS2255  NGVD 29 (??/??/92)  258.712  (m)          848.79   (f) ADJ UNCH    2 0
 CS2255
 CS2255.Superseded values are not recommended for survey control.
 CS2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2255.See file dsdata.txt to determine how the superseded data were derived.
 CS2255
 CS2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA230467(NAD 83)
 CS2255_MARKER: DB = BENCH MARK DISK
 CS2255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2255_SP_SET: ABUTMENT
 CS2255_STAMPING: E 195 1933 848.791
 CS2255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2255
 CS2255  HISTORY     - Date     Condition        Report By
 CS2255  HISTORY     - 1933     MONUMENTED       CGS
 CS2255  HISTORY     - 1951     GOOD             NGS
 CS2255  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2255
 CS2255                          STATION DESCRIPTION
 CS2255
 CS2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS2255'03.3 MI E FROM WALNUT SPRINGS.
 CS2255'ABOUT 03.3 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 CS2255'WALNUT SPRINGS, BOSQUE COUNTY, AT BRIDGE 60.2 AND IN THE TOP OF THE
 CS2255'NORTH END OF THE EAST CONCRETE ABUTMENT.  A STANDARD DISK STAMPED E
 CS2255'195 1933 848.791.  NOTE-- THE NUMBER ON THIS BRIDGE REFERS TO THE
 CS2255'ORIGINAL RAILROAD MILEAGE.  THIS NUMBER WILL BE CHANGED WHEN THE ROUTE
 CS2255'AROUND LAKE WHITNEY IS COMPLETED.
 CS2255
 CS2255                          STATION RECOVERY (2001)
 CS2255
 CS2255'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0359 ***********************************************************************
 BM0359  DESIGNATION -  E 196
 BM0359  PID         -  BM0359
 BM0359  STATE/COUNTY-  TX/WILLIAMSON
 BM0359  USGS QUAD   -  TAYLOR (1989)
 BM0359
 BM0359                         *CURRENT SURVEY CONTROL
 BM0359  ___________________________________________________________________
 BM0359* NAD 83(1986)-  30 33 08.     (N)    097 24 23.     (W)     SCALED    
 BM0359* NAVD 88     -       168.89   (+/-2cm)     554.1    (feet)  VERTCON   
 BM0359  ___________________________________________________________________
 BM0359  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BM0359
 BM0359  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0359
 BM0359.The horizontal coordinates were scaled from a topographic map and have
 BM0359.an estimated accuracy of +/- 6 seconds.
 BM0359
 BM0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0359.The vertical order pertains to the NGVD 29 superseded value.
 BM0359
 BM0359.The geoid height was determined by GEOID03.
 BM0359
 BM0359;                    North         East    Units  Estimated Accuracy
 BM0359;SPC TX C     - 3,101,860.      980,780.      MT  (+/- 180 meters Scaled)
 BM0359
 BM0359                          SUPERSEDED SURVEY CONTROL
 BM0359
 BM0359  NGVD 29 (??/??/92)  168.811  (m)          553.84   (f) ADJ UNCH    1 2
 BM0359
 BM0359.Superseded values are not recommended for survey control.
 BM0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0359.See file dsdata.txt to determine how the superseded data were derived.
 BM0359
 BM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU528810(NAD 83)
 BM0359_MARKER: DB = BENCH MARK DISK
 BM0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0359_SP_SET: CULVERT
 BM0359_STAMPING: E-196 1933
 BM0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0359
 BM0359  HISTORY     - Date     Condition        Report By
 BM0359  HISTORY     - 1933     MONUMENTED       CGS
 BM0359  HISTORY     - 1935     GOOD             NGS
 BM0359  HISTORY     - 1990     GOOD             USPSQD
 BM0359  HISTORY     - 19991231 GOOD             USPSQD
 BM0359  HISTORY     - 20031112 GOOD             USPSQD
 BM0359
 BM0359                          STATION DESCRIPTION
 BM0359
 BM0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0359'1.1 MI S FROM TAYLOR.
 BM0359'1.1 MILE SOUTH OF, ALONG M. K. T. RAILROAD 145 YARDS SOUTH OF MILE
 BM0359'POST 920, 70 YARDS SOUTH OF A ROAD CROSSING, ON THE SOUTHWEST END OF A
 BM0359'CONCRETE RAILROAD CULVERT.
 BM0359
 BM0359                          STATION RECOVERY (1935)
 BM0359
 BM0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0359'RECOVERED IN GOOD CONDITION.
 BM0359
 BM0359                          STATION RECOVERY (1990)
 BM0359
 BM0359'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0359'RECOVERED IN GOOD CONDITION.
 BM0359
 BM0359                          STATION RECOVERY (1999)
 BM0359
 BM0359'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0359'RECOVERED IN GOOD CONDITION.
 BM0359
 BM0359                          STATION RECOVERY (2003)
 BM0359
 BM0359'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0271 ***********************************************************************
 BM0271  DESIGNATION -  E 197
 BM0271  PID         -  BM0271
 BM0271  STATE/COUNTY-  TX/MILAM
 BM0271  USGS QUAD   -  MILANO (1989)
 BM0271
 BM0271                         *CURRENT SURVEY CONTROL
 BM0271  ___________________________________________________________________
 BM0271* NAD 83(1986)-  30 44 12.     (N)    096 47 33.     (W)     SCALED    
 BM0271* NAVD 88     -       131.05   (+/-2cm)     430.0    (feet)  VERTCON   
 BM0271  ___________________________________________________________________
 BM0271  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BM0271
 BM0271  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0271
 BM0271.The horizontal coordinates were scaled from a topographic map and have
 BM0271.an estimated accuracy of +/- 6 seconds.
 BM0271
 BM0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0271.The vertical order pertains to the NGVD 29 superseded value.
 BM0271
 BM0271.The geoid height was determined by GEOID03.
 BM0271
 BM0271;                    North         East    Units  Estimated Accuracy
 BM0271;SPC TX C     - 3,124,010.    1,039,000.      MT  (+/- 180 meters Scaled)
 BM0271
 BM0271                          SUPERSEDED SURVEY CONTROL
 BM0271
 BM0271  NGVD 29 (??/??/92)  130.995  (m)          429.77   (f) ADJ UNCH    2 0
 BM0271
 BM0271.Superseded values are not recommended for survey control.
 BM0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0271.See file dsdata.txt to determine how the superseded data were derived.
 BM0271
 BM0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV113025(NAD 83)
 BM0271_MARKER: DB = BENCH MARK DISK
 BM0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0271_STAMPING: E 197 1933 429.851
 BM0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0271+STABILITY: SURFACE MOTION
 BM0271
 BM0271  HISTORY     - Date     Condition        Report By
 BM0271  HISTORY     - 1933     MONUMENTED       CGS
 BM0271  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0271
 BM0271                          STATION DESCRIPTION
 BM0271
 BM0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0271'4.8 MI NE FROM MILANO.
 BM0271'4.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0271'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT MILANO,
 BM0271'MILAM COUNTY, AT BAILIE, 98 FEET NORTH OF MILEPOST 105, 54 FEET
 BM0271'NORTHWEST OF THE CENTERLINE OF THE TRACK, 47 FEET SOUTH OF THE
 BM0271'CENTERLINE OF STATE HIGHWAY 43, AND SET IN THE TOP OF A CONCRETE POST.
 BM0271
 BM0271                          STATION RECOVERY (1999)
 BM0271
 BM0271'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0067 ***********************************************************************
 CA0067  DESIGNATION -  E 198
 CA0067  PID         -  CA0067
 CA0067  STATE/COUNTY-  TX/HAMILTON
 CA0067  USGS QUAD   -  OHIO (1956)
 CA0067
 CA0067                         *CURRENT SURVEY CONTROL
 CA0067  ___________________________________________________________________
 CA0067* NAD 83(1986)-  31 37 04.     (N)    098 01 01.     (W)     SCALED    
 CA0067* NAVD 88     -       346.084  (meters)    1135.44   (feet)  ADJUSTED  
 CA0067  ___________________________________________________________________
 CA0067  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 CA0067  DYNAMIC HT  -         345.636 (meters)    1133.97  (feet)  COMP
 CA0067  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 CA0067
 CA0067  VERT ORDER  -  SECOND    CLASS 0
 CA0067
 CA0067.The horizontal coordinates were scaled from a topographic map and have
 CA0067.an estimated accuracy of +/- 6 seconds.
 CA0067
 CA0067.The orthometric height was determined by differential leveling
 CA0067.and adjusted by the National Geodetic Survey in June 1991..
 CA0067
 CA0067.The geoid height was determined by GEOID03.
 CA0067
 CA0067.The dynamic height is computed by dividing the NAVD 88
 CA0067.geopotential number by the normal gravity value computed on the
 CA0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0067.degrees latitude (g = 980.6199 gals.).
 CA0067
 CA0067.The modeled gravity was interpolated from observed gravity values.
 CA0067
 CA0067;                    North         East    Units  Estimated Accuracy
 CA0067;SPC TX C     - 3,218,580.      919,760.      MT  (+/- 180 meters Scaled)
 CA0067
 CA0067                          SUPERSEDED SURVEY CONTROL
 CA0067
 CA0067  NGVD 29 (??/??/92)  345.999  (m)         1135.17   (f) ADJ UNCH    2 0
 CA0067
 CA0067.Superseded values are not recommended for survey control.
 CA0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0067.See file dsdata.txt to determine how the superseded data were derived.
 CA0067
 CA0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV932984(NAD 83)
 CA0067_MARKER: DB = BENCH MARK DISK
 CA0067_SETTING: 66 = SET IN ROCK OUTCROP
 CA0067_SP_SET: ROCK OUTCROP
 CA0067_STAMPING: E 198 1933
 CA0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0067+STABILITY: POSITION/ELEVATION WELL
 CA0067
 CA0067  HISTORY     - Date     Condition        Report By
 CA0067  HISTORY     - 1933     MONUMENTED       CGS
 CA0067  HISTORY     - 1955     GOOD             USGS
 CA0067  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CA0067
 CA0067                          STATION DESCRIPTION
 CA0067
 CA0067'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0067'9.3 MI SE FROM HAMILTON.
 CA0067'0.2 MILE EAST OF HAMILTON COURTHOUSE, ALONG STATE HIGHWAY 36 TO
 CA0067'JUNCTION WITH FARM ROAD 932, SOUTHEAST ALONG FARM ROAD 932 9.3 MILES
 CA0067'TO JUNCTION WITH ABANDONED RAILROAD RIGHT-OF-WAY CROSSING, 330 FEET
 CA0067'SOUTHEAST OF THIS CROSSING, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CA0067'ROAD BED, 4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP
 CA0067'OF A ROCK OUTCROP.
 CA0067
 CA0067                          STATION RECOVERY (2001)
 CA0067
 CA0067'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0868 ***********************************************************************
 BZ0868  DESIGNATION -  E 199
 BZ0868  PID         -  BZ0868
 BZ0868  STATE/COUNTY-  TX/MCLENNAN
 BZ0868  USGS QUAD   -  MC GREGOR (1993)
 BZ0868
 BZ0868                         *CURRENT SURVEY CONTROL
 BZ0868  ___________________________________________________________________
 BZ0868* NAD 83(1986)-  31 26 19.     (N)    097 24 24.     (W)     SCALED    
 BZ0868* NAVD 88     -       221.620  (meters)     727.10   (feet)  ADJUSTED  
 BZ0868  ___________________________________________________________________
 BZ0868  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BZ0868  DYNAMIC HT  -         221.332 (meters)     726.15  (feet)  COMP
 BZ0868  MODELED GRAV-     979,333.0   (mgal)                       NAVD 88
 BZ0868
 BZ0868  VERT ORDER  -  SECOND    CLASS 0
 BZ0868
 BZ0868.The horizontal coordinates were scaled from a topographic map and have
 BZ0868.an estimated accuracy of +/- 6 seconds.
 BZ0868
 BZ0868.The orthometric height was determined by differential leveling
 BZ0868.and adjusted by the National Geodetic Survey in June 1991..
 BZ0868
 BZ0868.The geoid height was determined by GEOID03.
 BZ0868
 BZ0868.The dynamic height is computed by dividing the NAVD 88
 BZ0868.geopotential number by the normal gravity value computed on the
 BZ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0868.degrees latitude (g = 980.6199 gals.).
 BZ0868
 BZ0868.The modeled gravity was interpolated from observed gravity values.
 BZ0868
 BZ0868;                    North         East    Units  Estimated Accuracy
 BZ0868;SPC TX C     - 3,200,090.      978,170.      MT  (+/- 180 meters Scaled)
 BZ0868
 BZ0868                          SUPERSEDED SURVEY CONTROL
 BZ0868
 BZ0868  NGVD 29 (??/??/92)  221.575  (m)          726.95   (f) ADJ UNCH    2 0
 BZ0868
 BZ0868.Superseded values are not recommended for survey control.
 BZ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0868.See file dsdata.txt to determine how the superseded data were derived.
 BZ0868
 BZ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV514793(NAD 83)
 BZ0868_MARKER: DB = BENCH MARK DISK
 BZ0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0868_SP_SET: WALL
 BZ0868_STAMPING: E 199 1933
 BZ0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0868
 BZ0868  HISTORY     - Date     Condition        Report By
 BZ0868  HISTORY     - 1933     MONUMENTED       CGS
 BZ0868  HISTORY     - 1934     GOOD             NGS
 BZ0868  HISTORY     - 19910527 GOOD             USPSQD
 BZ0868  HISTORY     - 19950715 GOOD             USPSQD
 BZ0868  HISTORY     - 20010317 GOOD             USPSQD
 BZ0868  HISTORY     - 20031011 GOOD             USPSQD
 BZ0868
 BZ0868                          STATION DESCRIPTION
 BZ0868
 BZ0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BZ0868'IN MCGREGOR.
 BZ0868'AT MCGREGOR, MCLENNAN COUNTY, AT THE INTERSECTION OF MAIN STREET AND
 BZ0868'COLLEGE AVENUE, 8 FEET NORTH OF THE MAIN ENTRANCE TO THE FIRST
 BZ0868'NATIONAL BANK BUILDING, IN THE FOUNDATION WALL, AND 3/4 FOOT ABOVE THE
 BZ0868'SIDEWALK, SET VERTICALLY.
 BZ0868
 BZ0868                          STATION RECOVERY (1991)
 BZ0868
 BZ0868'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0868'RECOVERED IN GOOD CONDITION.
 BZ0868
 BZ0868                          STATION RECOVERY (1995)
 BZ0868
 BZ0868'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0868'RECOVERED IN GOOD CONDITION.
 BZ0868
 BZ0868                          STATION RECOVERY (2001)
 BZ0868
 BZ0868'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0868'RECOVERED IN GOOD CONDITION.
 BZ0868
 BZ0868                          STATION RECOVERY (2003)
 BZ0868
 BZ0868'RECOVERY NOTE BY US POWER SQUADRON 2003
 BZ0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0617 ***********************************************************************
 AB0617  DESIGNATION -  E 20
 AB0617  PID         -  AB0617
 AB0617  STATE/COUNTY-  TX/CAMERON
 AB0617  USGS QUAD   -  RIO HONDO (1980)
 AB0617
 AB0617                         *CURRENT SURVEY CONTROL
 AB0617  ___________________________________________________________________
 AB0617* NAD 83(1986)-  26 12 40.     (N)    097 34 20.     (W)     SCALED    
 AB0617* NAVD 88     -         9.235  (meters)      30.30   (feet)  ADJUSTED  
 AB0617  ___________________________________________________________________
 AB0617  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 AB0617  DYNAMIC HT  -           9.220 (meters)      30.25  (feet)  COMP
 AB0617  MODELED GRAV-     979,044.9   (mgal)                       NAVD 88
 AB0617
 AB0617  VERT ORDER  -  SECOND    CLASS 0
 AB0617
 AB0617.The horizontal coordinates were scaled from a topographic map and have
 AB0617.an estimated accuracy of +/- 6 seconds.
 AB0617
 AB0617.The orthometric height was determined by differential leveling
 AB0617.and adjusted by the National Geodetic Survey in June 1991..
 AB0617
 AB0617.The geoid height was determined by GEOID03.
 AB0617
 AB0617.The dynamic height is computed by dividing the NAVD 88
 AB0617.geopotential number by the normal gravity value computed on the
 AB0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0617.degrees latitude (g = 980.6199 gals.).
 AB0617
 AB0617.The modeled gravity was interpolated from observed gravity values.
 AB0617
 AB0617;                    North         East    Units  Estimated Accuracy
 AB0617;SPC TX S     - 5,060,660.      392,720.      MT  (+/- 180 meters Scaled)
 AB0617
 AB0617                          SUPERSEDED SURVEY CONTROL
 AB0617
 AB0617  NGVD 29 (??/??/92)    9.334  (m)           30.62   (f) ADJ UNCH    2 0
 AB0617
 AB0617.Superseded values are not recommended for survey control.
 AB0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0617.See file dsdata.txt to determine how the superseded data were derived.
 AB0617
 AB0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP426998(NAD 83)
 AB0617_MARKER: DD = SURVEY DISK
 AB0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0617_SP_SET: CULVERT
 AB0617_STAMPING: E 20 39.28
 AB0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0617
 AB0617  HISTORY     - Date     Condition        Report By
 AB0617  HISTORY     - UNK      MONUMENTED
 AB0617  HISTORY     - 1942     GOOD             NGS
 AB0617  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0617  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0617  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0617
 AB0617                          STATION DESCRIPTION
 AB0617
 AB0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0617'2.4 MI SE FROM RIO HONDO.
 AB0617'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0617'HONDO, CAMERON COUNTY, 1.5 MILES SOUTH ALONG THE HIGHWAY.  AT A ROAD
 AB0617'INTERSECTION, 90 FEET NORTH OF THE CENTERLINE OF THE ROAD, 15 FEET
 AB0617'WEST OF AND 1.5 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY, AT A
 AB0617'CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE WEST HEADWALL. A
 AB0617'CAMERON COUNTY STANDARD DISK, STAMPED E 20 39.28.
 AB0617
 AB0617                          STATION RECOVERY (1987)
 AB0617
 AB0617'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0617'MARK NOT FOUND.
 AB0617
 AB0617                          STATION RECOVERY (1988)
 AB0617
 AB0617'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0617'MARK NOT FOUND.
 AB0617
 AB0617                          STATION RECOVERY (1988)
 AB0617
 AB0617'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0378 ***********************************************************************
 EN0378  DESIGNATION -  E 20
 EN0378  PID         -  EN0378
 EN0378  STATE/COUNTY-  TX/RANDALL
 EN0378  USGS QUAD   -  CANYON (1984)
 EN0378
 EN0378                         *CURRENT SURVEY CONTROL
 EN0378  ___________________________________________________________________
 EN0378* NAD 83(1986)-  34 58 59.     (N)    101 56 09.     (W)     SCALED    
 EN0378* NAVD 88     -      1090.752  (meters)    3578.58   (feet)  ADJUSTED  
 EN0378  ___________________________________________________________________
 EN0378  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 EN0378  DYNAMIC HT  -        1089.431 (meters)    3574.24  (feet)  COMP
 EN0378  MODELED GRAV-     979,385.5   (mgal)                       NAVD 88
 EN0378
 EN0378  VERT ORDER  -  FIRST     CLASS II
 EN0378
 EN0378.The horizontal coordinates were scaled from a topographic map and have
 EN0378.an estimated accuracy of +/- 6 seconds.
 EN0378
 EN0378.The orthometric height was determined by differential leveling
 EN0378.and adjusted by the National Geodetic Survey in June 1991..
 EN0378
 EN0378.The geoid height was determined by GEOID03.
 EN0378
 EN0378.The dynamic height is computed by dividing the NAVD 88
 EN0378.geopotential number by the normal gravity value computed on the
 EN0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0378.degrees latitude (g = 980.6199 gals.).
 EN0378
 EN0378.The modeled gravity was interpolated from observed gravity values.
 EN0378
 EN0378;                    North         East    Units  Estimated Accuracy
 EN0378;SPC TX N     - 1,109,150.      160,210.      MT  (+/- 180 meters Scaled)
 EN0378
 EN0378                          SUPERSEDED SURVEY CONTROL
 EN0378
 EN0378  NGVD 29 (??/??/92) 1090.280  (m)         3577.03   (f) ADJ UNCH    1 2
 EN0378
 EN0378.Superseded values are not recommended for survey control.
 EN0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0378.See file dsdata.txt to determine how the superseded data were derived.
 EN0378
 EN0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD320751(NAD 83)
 EN0378_MARKER: DB = BENCH MARK DISK
 EN0378_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EN0378+WITH SETTING: PAVEMENT
 EN0378_STAMPING: E 20 ELEV. 3577.027 FT
 EN0378_MARK LOGO: CGS   
 EN0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0378+STABILITY: SURFACE MOTION
 EN0378
 EN0378  HISTORY     - Date     Condition        Report By
 EN0378  HISTORY     - UNK      MONUMENTED       CGS
 EN0378  HISTORY     - 1958     GOOD             NGS
 EN0378  HISTORY     - 1984     GOOD             NGS
 EN0378
 EN0378                          STATION DESCRIPTION
 EN0378
 EN0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0378'0.1 MI W FROM CANYON.
 EN0378'ABOUT 0.1 MILE WEST ALONG THE PANHANDLE AND SANTA RE RAILWAY FROM THE
 EN0378'STATION AT CANYON, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE
 EN0378'PUMPING STATION, 2 FEET WEST OF THE SOUTHEAST CORNER, 41 FEET NORTH OF
 EN0378'THE NEAR RAIL OF MAIN TRACK, AND ABOUT 5 FEET ABOVE THE GROUND.
 EN0378
 EN0378                          STATION RECOVERY (1984)
 EN0378
 EN0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0054 ***********************************************************************
 BN0054  DESIGNATION -  E 200
 BN0054  PID         -  BN0054
 BN0054  STATE/COUNTY-  TX/BURNET
 BN0054  USGS QUAD   -  BURNET (1967)
 BN0054
 BN0054                         *CURRENT SURVEY CONTROL
 BN0054  ___________________________________________________________________
 BN0054* NAD 83(1986)-  30 45 08.     (N)    098 07 59.     (W)     SCALED    
 BN0054* NAVD 88     -       422.030  (meters)    1384.61   (feet)  ADJUSTED  
 BN0054  ___________________________________________________________________
 BN0054  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 BN0054  DYNAMIC HT  -         421.458 (meters)    1382.73  (feet)  COMP
 BN0054  MODELED GRAV-     979,272.8   (mgal)                       NAVD 88
 BN0054
 BN0054  VERT ORDER  -  SECOND    CLASS 0
 BN0054
 BN0054.The horizontal coordinates were scaled from a topographic map and have
 BN0054.an estimated accuracy of +/- 6 seconds.
 BN0054
 BN0054.The orthometric height was determined by differential leveling
 BN0054.and adjusted by the National Geodetic Survey in June 1991..
 BN0054
 BN0054.The geoid height was determined by GEOID03.
 BN0054
 BN0054.The dynamic height is computed by dividing the NAVD 88
 BN0054.geopotential number by the normal gravity value computed on the
 BN0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0054.degrees latitude (g = 980.6199 gals.).
 BN0054
 BN0054.The modeled gravity was interpolated from observed gravity values.
 BN0054
 BN0054;                    North         East    Units  Estimated Accuracy
 BN0054;SPC TX C     - 3,122,420.      910,640.      MT  (+/- 180 meters Scaled)
 BN0054
 BN0054                          SUPERSEDED SURVEY CONTROL
 BN0054
 BN0054  NGVD 29 (??/??/92)  421.941  (m)         1384.32   (f) ADJ UNCH    2 0
 BN0054
 BN0054.Superseded values are not recommended for survey control.
 BN0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0054.See file dsdata.txt to determine how the superseded data were derived.
 BN0054
 BN0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV829024(NAD 83)
 BN0054_MARKER: DB = BENCH MARK DISK
 BN0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0054_SP_SET: CULVERT
 BN0054_STAMPING: E-200 1933
 BN0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0054+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 BN0054
 BN0054  HISTORY     - Date     Condition        Report By
 BN0054  HISTORY     - 1933     MONUMENTED       CGS
 BN0054  HISTORY     - 20020223 GOOD             USPSQD
 BN0054  HISTORY     - 20051022 GOOD             USPSQD
 BN0054
 BN0054                          STATION DESCRIPTION
 BN0054
 BN0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0054'4.8 MI W FROM BERTRAM.
 BN0054'ALONG TEXAS AND NEW ORLEANS RAILROAD, 730 FEET EAST OF MILEPOST 54, 9
 BN0054'FEET NORTH OF CENTER OF TRACK, IN HEADWALL OF PIPE CULVERT 53-D.
 BN0054
 BN0054                          STATION RECOVERY (2002)
 BN0054
 BN0054'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0054'RECOVERED IN GOOD CONDITION.
 BN0054
 BN0054                          STATION RECOVERY (2005)
 BN0054
 BN0054'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMW)
 BN0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0156 ***********************************************************************
 BN0156  DESIGNATION -  E 203
 BN0156  PID         -  BN0156
 BN0156  STATE/COUNTY-  TX/GILLESPIE
 BN0156  USGS QUAD   -  CAIN CITY (1963)
 BN0156
 BN0156                         *CURRENT SURVEY CONTROL
 BN0156  ___________________________________________________________________
 BN0156* NAD 83(1986)-  30 13 16.     (N)    098 45 41.     (W)     SCALED    
 BN0156* NAVD 88     -       473.061  (meters)    1552.03   (feet)  POSTED    
 BN0156  ___________________________________________________________________
 BN0156  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BN0156  DYNAMIC HT  -         472.410 (meters)    1549.90  (feet)  COMP
 BN0156  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 BN0156
 BN0156  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0156
 BN0156.The horizontal coordinates were scaled from a topographic map and have
 BN0156.an estimated accuracy of +/- 6 seconds.
 BN0156
 BN0156.The orthometric height was determined by differential leveling
 BN0156.and adjusted by the National Geodetic Survey in 1992..
 BN0156.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0156.rate of 1.1 thru 2.0 mm/km.
 BN0156
 BN0156.The geoid height was determined by GEOID03.
 BN0156
 BN0156.The dynamic height is computed by dividing the NAVD 88
 BN0156.geopotential number by the normal gravity value computed on the
 BN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0156.degrees latitude (g = 980.6199 gals.).
 BN0156
 BN0156.The modeled gravity was interpolated from observed gravity values.
 BN0156
 BN0156;                    North         East    Units  Estimated Accuracy
 BN0156;SPC TX C     - 3,062,530.      851,330.      MT  (+/- 180 meters Scaled)
 BN0156
 BN0156                          SUPERSEDED SURVEY CONTROL
 BN0156
 BN0156.No superseded survey control is available for this station.
 BN0156
 BN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU229433(NAD 83)
 BN0156_MARKER: DB = BENCH MARK DISK
 BN0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0156_STAMPING: E-203 1933
 BN0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0156+STABILITY: SURFACE MOTION
 BN0156
 BN0156  HISTORY     - Date     Condition        Report By
 BN0156  HISTORY     - 1933     MONUMENTED       CGS
 BN0156  HISTORY     - 1953     MARK NOT FOUND   NGS
 BN0156
 BN0156                          STATION DESCRIPTION
 BN0156
 BN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0156'5.7 MI W FROM STONEWALL.
 BN0156'5.7 MILES WEST OF, ALONG STATE HIGHWAY 20, AT TOP OF SMALL RISE, 5
 BN0156'FEET EAST OF PRIVATE ENTRANCE TO FARM HOUSE, 38 FEET NORTH OF CENTER
 BN0156'OF HIGHWAY.
 BN0156
 BN0156                          STATION RECOVERY (1953)
 BN0156
 BN0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BN0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0414 ***********************************************************************
 BZ0414  DESIGNATION -  E 204
 BZ0414  PID         -  BZ0414
 BZ0414  STATE/COUNTY-  TX/LEON
 BZ0414  USGS QUAD   -  JEWETT (1982)
 BZ0414
 BZ0414                         *CURRENT SURVEY CONTROL
 BZ0414  ___________________________________________________________________
 BZ0414* NAD 83(1986)-  31 20 34.     (N)    096 10 12.     (W)     SCALED    
 BZ0414* NAVD 88     -       137.235  (meters)     450.25   (feet)  ADJUSTED  
 BZ0414  ___________________________________________________________________
 BZ0414  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BZ0414  DYNAMIC HT  -         137.065 (meters)     449.69  (feet)  COMP
 BZ0414  MODELED GRAV-     979,398.0   (mgal)                       NAVD 88
 BZ0414
 BZ0414  VERT ORDER  -  FIRST     CLASS II
 BZ0414
 BZ0414.The horizontal coordinates were scaled from a topographic map and have
 BZ0414.an estimated accuracy of +/- 6 seconds.
 BZ0414
 BZ0414.The orthometric height was determined by differential leveling
 BZ0414.and adjusted by the National Geodetic Survey in June 1991..
 BZ0414
 BZ0414.The geoid height was determined by GEOID03.
 BZ0414
 BZ0414.The dynamic height is computed by dividing the NAVD 88
 BZ0414.geopotential number by the normal gravity value computed on the
 BZ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0414.degrees latitude (g = 980.6199 gals.).
 BZ0414
 BZ0414.The modeled gravity was interpolated from observed gravity values.
 BZ0414
 BZ0414;                    North         East    Units  Estimated Accuracy
 BZ0414;SPC TX C     - 3,193,220.    1,096,050.      MT  (+/- 180 meters Scaled)
 BZ0414
 BZ0414                          SUPERSEDED SURVEY CONTROL
 BZ0414
 BZ0414  NGVD 29 (??/??/92)  137.208  (m)          450.16   (f) ADJ UNCH    1 2
 BZ0414
 BZ0414.Superseded values are not recommended for survey control.
 BZ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0414.See file dsdata.txt to determine how the superseded data were derived.
 BZ0414
 BZ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV692710(NAD 83)
 BZ0414_MARKER: DB = BENCH MARK DISK
 BZ0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0414_SP_SET: ABUTMENT
 BZ0414_STAMPING: E 204 1933
 BZ0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0414
 BZ0414  HISTORY     - Date     Condition        Report By
 BZ0414  HISTORY     - 1933     MONUMENTED       CGS
 BZ0414  HISTORY     - 1952     GOOD             NGS
 BZ0414  HISTORY     - 1980     GOOD             NGS
 BZ0414
 BZ0414                          STATION DESCRIPTION
 BZ0414
 BZ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0414'2.2 MI SW FROM JEWETT.
 BZ0414'2.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0414'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT JEWETT, 4.5
 BZ0414'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 0.8 FOOT BELOW THE TOP OF THE
 BZ0414'RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT
 BZ0414'OF THE UNDERPASS OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 BZ0414'(FORMERLY THE BURLINGTON AND ROCK ISLAND RAILROAD).
 BZ0414
 BZ0414                          STATION RECOVERY (1980)
 BZ0414
 BZ0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1658 ***********************************************************************
 BL1658  DESIGNATION -  E 205
 BL1658  PID         -  BL1658
 BL1658  STATE/COUNTY-  TX/MADISON
 BL1658  USGS QUAD   -  MADISONVILLE (1963)
 BL1658
 BL1658                         *CURRENT SURVEY CONTROL
 BL1658  ___________________________________________________________________
 BL1658* NAD 83(1986)-  30 56 21.     (N)    095 52 45.     (W)     SCALED    
 BL1658* NAVD 88     -        89.31   (+/-2cm)     293.0    (feet)  VERTCON   
 BL1658  ___________________________________________________________________
 BL1658  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BL1658
 BL1658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1658
 BL1658.The horizontal coordinates were scaled from a topographic map and have
 BL1658.an estimated accuracy of +/- 6 seconds.
 BL1658
 BL1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1658.The vertical order pertains to the NGVD 29 superseded value.
 BL1658
 BL1658.The geoid height was determined by GEOID03.
 BL1658
 BL1658;                    North         East    Units  Estimated Accuracy
 BL1658;SPC TX C     - 3,149,580.    1,125,500.      MT  (+/- 180 meters Scaled)
 BL1658
 BL1658                          SUPERSEDED SURVEY CONTROL
 BL1658
 BL1658  NGVD 29 (??/??/92)   89.304  (m)          292.99   (f) ADJ UNCH    2 0
 BL1658
 BL1658.Superseded values are not recommended for survey control.
 BL1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1658.See file dsdata.txt to determine how the superseded data were derived.
 BL1658
 BL1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ249264(NAD 83)
 BL1658_MARKER: DB = BENCH MARK DISK
 BL1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1658_STAMPING: E-205 1933
 BL1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1658+STABILITY: SURFACE MOTION
 BL1658
 BL1658  HISTORY     - Date     Condition        Report By
 BL1658  HISTORY     - 1933     MONUMENTED       CGS
 BL1658  HISTORY     - 1942     GOOD             NGS
 BL1658  HISTORY     - 19960601 GOOD             USPSQD
 BL1658
 BL1658                          STATION DESCRIPTION
 BL1658
 BL1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BL1658'2.5 MI E FROM MADISONVILLE.
 BL1658'2.5 MILES EAST OF, ALONG U. S. HIGHWAY 75.  105 FEET EAST OF TEXICO
 BL1658'SERVICE STA., 45 FEET SOUTH OF CENTER OF HIGHWAY, 6 FEET WEST OF
 BL1658'CORNER OF RIGHT OF WAY FENCE.
 BL1658
 BL1658                          STATION RECOVERY (1942)
 BL1658
 BL1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BL1658'RECOVERED IN GOOD CONDITION.
 BL1658
 BL1658                          STATION RECOVERY (1996)
 BL1658
 BL1658'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1646 ***********************************************************************
 BL1646  DESIGNATION -  E 206
 BL1646  PID         -  BL1646
 BL1646  STATE/COUNTY-  TX/GRIMES
 BL1646  USGS QUAD   -  SINGLETON (1961)
 BL1646
 BL1646                         *CURRENT SURVEY CONTROL
 BL1646  ___________________________________________________________________
 BL1646* NAD 83(1986)-  30 41 06.     (N)    095 59 38.     (W)     SCALED    
 BL1646* NAVD 88     -        92.70   (+/-2cm)     304.1    (feet)  VERTCON   
 BL1646  ___________________________________________________________________
 BL1646  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BL1646
 BL1646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1646
 BL1646.The horizontal coordinates were scaled from a topographic map and have
 BL1646.an estimated accuracy of +/- 6 seconds.
 BL1646
 BL1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1646.The vertical order pertains to the NGVD 29 superseded value.
 BL1646
 BL1646.The geoid height was determined by GEOID03.
 BL1646
 BL1646;                    North         East    Units  Estimated Accuracy
 BL1646;SPC TX C     - 3,121,000.    1,115,640.      MT  (+/- 180 meters Scaled)
 BL1646
 BL1646                          SUPERSEDED SURVEY CONTROL
 BL1646
 BL1646  NGVD 29 (??/??/92)   92.680  (m)          304.07   (f) ADJ UNCH    2 0
 BL1646
 BL1646.Superseded values are not recommended for survey control.
 BL1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1646.See file dsdata.txt to determine how the superseded data were derived.
 BL1646
 BL1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP131985(NAD 83)
 BL1646_MARKER: DB = BENCH MARK DISK
 BL1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1646_STAMPING: E-206 1933
 BL1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1646+STABILITY: SURFACE MOTION
 BL1646
 BL1646  HISTORY     - Date     Condition        Report By
 BL1646  HISTORY     - 1933     MONUMENTED       CGS
 BL1646  HISTORY     - 1954     GOOD             NGS
 BL1646  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1646  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1646
 BL1646                          STATION DESCRIPTION
 BL1646
 BL1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BL1646'3.3 MI N FROM SINGLETON.
 BL1646'3.3 MILES NORTH OF, ALONG BURLINGTON AND ROCK ISLAND RAILROAD 1/2 MILE
 BL1646'SOUTH OF MILE POST 134, 130 FEET NORTH OF CROSSING OF ROAD LEADING UP
 BL1646'TO FARM HOUSE, 78 FEET EAST OF CENTER OF TRACK.
 BL1646
 BL1646                          STATION RECOVERY (1954)
 BL1646
 BL1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1646'RECOVERED IN GOOD CONDITION.
 BL1646
 BL1646                          STATION RECOVERY (1994)
 BL1646
 BL1646'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1646'MARK NOT FOUND.
 BL1646
 BL1646                          STATION RECOVERY (1999)
 BL1646
 BL1646'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0092 ***********************************************************************
 BM0092  DESIGNATION -  E 207
 BM0092  PID         -  BM0092
 BM0092  STATE/COUNTY-  TX/WALLER
 BM0092  USGS QUAD   -  BUCKHORN (1989)
 BM0092
 BM0092                         *CURRENT SURVEY CONTROL
 BM0092  ___________________________________________________________________
 BM0092* NAD 83(1986)-  30 06 56.     (N)    096 09 26.     (W)     SCALED    
 BM0092* NAVD 88     -        47.96   (+/-2cm)     157.3    (feet)  VERTCON   
 BM0092  ___________________________________________________________________
 BM0092  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BM0092
 BM0092  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0092
 BM0092.The horizontal coordinates were scaled from a topographic map and have
 BM0092.an estimated accuracy of +/- 6 seconds.
 BM0092
 BM0092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0092.The vertical order pertains to the NGVD 29 superseded value.
 BM0092
 BM0092.The geoid height was determined by GEOID03.
 BM0092
 BM0092;                    North         East    Units  Estimated Accuracy
 BM0092;SPC TXSC     - 4,256,270.      873,930.      MT  (+/- 180 meters Scaled)
 BM0092
 BM0092                          SUPERSEDED SURVEY CONTROL
 BM0092
 BM0092  NGVD 29 (??/??/92)   47.941  (m)          157.29   (f) ADJ UNCH    2 0
 BM0092
 BM0092.Superseded values are not recommended for survey control.
 BM0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0092.See file dsdata.txt to determine how the superseded data were derived.
 BM0092
 BM0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU739350(NAD 83)
 BM0092_MARKER: DB = BENCH MARK DISK
 BM0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0092_STAMPING: E 207 1933
 BM0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0092+STABILITY: SURFACE MOTION
 BM0092
 BM0092  HISTORY     - Date     Condition        Report By
 BM0092  HISTORY     - 1933     MONUMENTED       CGS
 BM0092  HISTORY     - 1954     GOOD             NGS
 BM0092  HISTORY     - 20060402 POOR             GEOCAC
 BM0092
 BM0092                          STATION DESCRIPTION
 BM0092
 BM0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0092'5.0 MI W FROM HEMPSTEAD.
 BM0092'5.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0092'STATION AT HEMPSTEAD, 2 1/2 POLES WEST OF MILEPOST 5, 41 FEET NORTH OF
 BM0092'THE NORTH RAIL, 42 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 3
 BM0092'FEET EAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN
 BM0092'THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 BM0092
 BM0092                          STATION RECOVERY (2006)
 BM0092
 BM0092'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 BM0092'MONUMNET IS DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0318 ***********************************************************************
 BM0318  DESIGNATION -  E 208
 BM0318  PID         -  BM0318
 BM0318  STATE/COUNTY-  TX/BURLESON
 BM0318  USGS QUAD   -  CALDWELL (1989)
 BM0318
 BM0318                         *CURRENT SURVEY CONTROL
 BM0318  ___________________________________________________________________
 BM0318* NAD 83(1986)-  30 31 27.     (N)    096 41 37.     (W)     SCALED    
 BM0318* NAVD 88     -       121.30   (+/-2cm)     398.0    (feet)  VERTCON   
 BM0318  ___________________________________________________________________
 BM0318  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BM0318
 BM0318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0318
 BM0318.The horizontal coordinates were scaled from a topographic map and have
 BM0318.an estimated accuracy of +/- 6 seconds.
 BM0318
 BM0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0318.The vertical order pertains to the NGVD 29 superseded value.
 BM0318
 BM0318.The geoid height was determined by GEOID03.
 BM0318
 BM0318;                    North         East    Units  Estimated Accuracy
 BM0318;SPC TX C     - 3,100,770.    1,049,230.      MT  (+/- 180 meters Scaled)
 BM0318
 BM0318                          SUPERSEDED SURVEY CONTROL
 BM0318
 BM0318  NGVD 29 (??/??/92)  121.250  (m)          397.80   (f) ADJ UNCH    2 0
 BM0318
 BM0318.Superseded values are not recommended for survey control.
 BM0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0318.See file dsdata.txt to determine how the superseded data were derived.
 BM0318
 BM0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU212791(NAD 83)
 BM0318_MARKER: DB = BENCH MARK DISK
 BM0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0318_SP_SET: ABUTMENT
 BM0318_STAMPING: E-208 1934
 BM0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0318
 BM0318  HISTORY     - Date     Condition        Report By
 BM0318  HISTORY     - 1934     MONUMENTED       CGS
 BM0318  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0318
 BM0318                          STATION DESCRIPTION
 BM0318
 BM0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0318'IN CALDWELL.
 BM0318'SET HORIZONTAL ON THE NORTH ABUTMENT OF THE GULF COLORADO AND SANTA FE
 BM0318'RAILROAD VIADUCT OVER THE SOUTHERN PACIFIC RAILROAD TRACKS.  7 FEET
 BM0318'NORTH OF CENTER OF TRACK.
 BM0318
 BM0318                          STATION RECOVERY (1994)
 BM0318
 BM0318'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0207 ***********************************************************************
 AX0207  DESIGNATION -  E 209
 AX0207  PID         -  AX0207
 AX0207  STATE/COUNTY-  TX/AUSTIN
 AX0207  USGS QUAD   -  SEALY (1981)
 AX0207
 AX0207                         *CURRENT SURVEY CONTROL
 AX0207  ___________________________________________________________________
 AX0207* NAD 83(1986)-  29 49 44.     (N)    096 09 59.     (W)     SCALED    
 AX0207* NAVD 88     -        56.67   (+/-2cm)     185.9    (feet)  VERTCON   
 AX0207  ___________________________________________________________________
 AX0207  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0207
 AX0207  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX0207
 AX0207.The horizontal coordinates were scaled from a topographic map and have
 AX0207.an estimated accuracy of +/- 6 seconds.
 AX0207
 AX0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0207.The vertical order pertains to the NGVD 29 superseded value.
 AX0207
 AX0207.The geoid height was determined by GEOID03.
 AX0207
 AX0207;                    North         East    Units  Estimated Accuracy
 AX0207;SPC TXSC     - 4,224,480.      873,820.      MT  (+/- 180 meters Scaled)
 AX0207
 AX0207                          SUPERSEDED SURVEY CONTROL
 AX0207
 AX0207  NGVD 29 (??/??/92)   56.653  (m)          185.87   (f) ADJ UNCH    1 2
 AX0207
 AX0207.Superseded values are not recommended for survey control.
 AX0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0207.See file dsdata.txt to determine how the superseded data were derived.
 AX0207
 AX0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU738031(NAD 83)
 AX0207_MARKER: DB = BENCH MARK DISK
 AX0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0207_SP_SET: ABUTMENT
 AX0207_STAMPING: E 209 1933 185.856
 AX0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0207+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 AX0207
 AX0207  HISTORY     - Date     Condition        Report By
 AX0207  HISTORY     - 1933     MONUMENTED       CGS
 AX0207  HISTORY     - 1954     GOOD             NGS
 AX0207  HISTORY     - 20040327 GOOD             USPSQD
 AX0207
 AX0207                          STATION DESCRIPTION
 AX0207
 AX0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0207'2.4 MI SE FROM PETERS.
 AX0207'2.4 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AX0207'FROM THE STATION SIGN AT PETERS, 0.2 MILE SOUTHEAST OF MILEPOST 98, 7
 AX0207'FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF THE NORTHEAST
 AX0207'END OF THE NORTHWEST ABUTMENT OF BRIDGE 97 C.  NOTE-- THIS BENCH MARK
 AX0207'IS ALSO 3.2 MILES NORTHWEST OF THE STATION AT SEALY.
 AX0207
 AX0207                          STATION RECOVERY (2004)
 AX0207
 AX0207'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0618 ***********************************************************************
 AB0618  DESIGNATION -  E 21
 AB0618  PID         -  AB0618
 AB0618  STATE/COUNTY-  TX/CAMERON
 AB0618  USGS QUAD   -  RIO HONDO (1980)
 AB0618
 AB0618                         *CURRENT SURVEY CONTROL
 AB0618  ___________________________________________________________________
 AB0618* NAD 83(1986)-  26 13 09.     (N)    097 34 15.     (W)     SCALED    
 AB0618* NAVD 88     -         9.358  (meters)      30.70   (feet)  ADJUSTED  
 AB0618  ___________________________________________________________________
 AB0618  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 AB0618  DYNAMIC HT  -           9.343 (meters)      30.65  (feet)  COMP
 AB0618  MODELED GRAV-     979,045.6   (mgal)                       NAVD 88
 AB0618
 AB0618  VERT ORDER  -  SECOND    CLASS 0
 AB0618
 AB0618.The horizontal coordinates were scaled from a topographic map and have
 AB0618.an estimated accuracy of +/- 6 seconds.
 AB0618
 AB0618.The orthometric height was determined by differential leveling
 AB0618.and adjusted by the National Geodetic Survey in June 1991..
 AB0618
 AB0618.The geoid height was determined by GEOID03.
 AB0618
 AB0618.The dynamic height is computed by dividing the NAVD 88
 AB0618.geopotential number by the normal gravity value computed on the
 AB0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0618.degrees latitude (g = 980.6199 gals.).
 AB0618
 AB0618.The modeled gravity was interpolated from observed gravity values.
 AB0618
 AB0618;                    North         East    Units  Estimated Accuracy
 AB0618;SPC TX S     - 5,061,560.      392,850.      MT  (+/- 180 meters Scaled)
 AB0618
 AB0618                          SUPERSEDED SURVEY CONTROL
 AB0618
 AB0618  NGVD 29 (??/??/92)    9.457  (m)           31.03   (f) ADJ UNCH    2 0
 AB0618
 AB0618.Superseded values are not recommended for survey control.
 AB0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0618.See file dsdata.txt to determine how the superseded data were derived.
 AB0618
 AB0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ427007(NAD 83)
 AB0618_MARKER: DD = SURVEY DISK
 AB0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0618_SP_SET: CULVERT
 AB0618_STAMPING: E 21 30.69
 AB0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0618
 AB0618  HISTORY     - Date     Condition        Report By
 AB0618  HISTORY     - UNK      MONUMENTED
 AB0618  HISTORY     - 1942     GOOD             NGS
 AB0618  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0618  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0618
 AB0618                          STATION DESCRIPTION
 AB0618
 AB0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0618'1.8 MI SE FROM RIO HONDO.
 AB0618'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0618'HONDO, CAMERON COUNTY, 0.9 MILE SOUTH ALONG THE HIGHWAY.  AT THE
 AB0618'JUNCTION OF A GRADED ROAD LEADING WEST, 16 FEET WEST OF AND 1.5 FEET
 AB0618'HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 15 FEET NORTH OF THE
 AB0618'CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 AB0618'THE TOP OF THE WEST HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED
 AB0618'E 21 30.69.
 AB0618
 AB0618                          STATION RECOVERY (1987)
 AB0618
 AB0618'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0618'MARK NOT FOUND.
 AB0618
 AB0618                          STATION RECOVERY (1988)
 AB0618
 AB0618'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0128 ***********************************************************************
 EO0128  DESIGNATION -  E 21
 EO0128  PID         -  EO0128
 EO0128  STATE/COUNTY-  TX/PARMER
 EO0128  USGS QUAD   -  OKLAHOMA LANE (1980)
 EO0128
 EO0128                         *CURRENT SURVEY CONTROL
 EO0128  ___________________________________________________________________
 EO0128* NAD 83(1986)-  34 26 52.     (N)    102 57 36.     (W)     SCALED    
 EO0128* NAVD 88     -      1271.157  (meters)    4170.45   (feet)  POSTED    
 EO0128  ___________________________________________________________________
 EO0128  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 EO0128  DYNAMIC HT  -        1269.490 (meters)    4164.99  (feet)  COMP
 EO0128  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 EO0128
 EO0128  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EO0128
 EO0128.The horizontal coordinates were scaled from a topographic map and have
 EO0128.an estimated accuracy of +/- 6 seconds.
 EO0128
 EO0128.The orthometric height was determined by differential leveling
 EO0128.and adjusted by the National Geodetic Survey in 1992..
 EO0128.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EO0128.rate of 4.1 thru 8.0 mm/km.
 EO0128
 EO0128.The geoid height was determined by GEOID03.
 EO0128
 EO0128.The dynamic height is computed by dividing the NAVD 88
 EO0128.geopotential number by the normal gravity value computed on the
 EO0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0128.degrees latitude (g = 980.6199 gals.).
 EO0128
 EO0128.The modeled gravity was interpolated from observed gravity values.
 EO0128
 EO0128;                    North         East    Units  Estimated Accuracy
 EO0128;SPC TX N     - 1,050,670.       65,830.      MT  (+/- 180 meters Scaled)
 EO0128
 EO0128                          SUPERSEDED SURVEY CONTROL
 EO0128
 EO0128  NGVD 29 (??/??/92) 1270.578  (m)         4168.55   (f) ADJ UNCH    1 2
 EO0128
 EO0128.Superseded values are not recommended for survey control.
 EO0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0128.See file dsdata.txt to determine how the superseded data were derived.
 EO0128
 EO0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU874136(NAD 83)
 EO0128_MARKER: P = PIPE CAP
 EO0128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0128_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0128_STAMPING: E 21 1911 ELEV. 4168.555 FT.
 EO0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0128
 EO0128  HISTORY     - Date     Condition        Report By
 EO0128  HISTORY     - 1911     MONUMENTED       CGS
 EO0128  HISTORY     - 1958     GOOD             NGS
 EO0128  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0128
 EO0128                          STATION DESCRIPTION
 EO0128
 EO0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0128'6.8 MI SW FROM BOVINA.
 EO0128'ABOUT 6.8 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0128'FROM THE STATION AT BOVINA, 42 FEET SOUTH-SOUTHEAST OF MILE POST 641,
 EO0128'5 TELEPHONE POLES NORTHEAST OF WILSEY SIDING SIGN, 43 1/2 FEET
 EO0128'SOUTHEAST OF THE NEAR RAIL OF THE MAIN TRACK, 40 FEET NORTHWEST OF THE
 EO0128'CENTER LINE OF A DIRT ROAD, 24 FEET NORTHEAST OF A TELEPHONE POLE, 1
 EO0128'1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ON THE TOP OF
 EO0128'AN IRON PIPE PROJECTING 4 INCHES.  NOTE-- 1911 WAS STAMPED ON THE MARK
 EO0128'BY THIS PARTY.
 EO0128
 EO0128                          STATION RECOVERY (1984)
 EO0128
 EO0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0683 ***********************************************************************
 AX0683  DESIGNATION -  E 210
 AX0683  PID         -  AX0683
 AX0683  STATE/COUNTY-  TX/LAVACA
 AX0683  USGS QUAD   -  SUBLIME (1981)
 AX0683
 AX0683                         *CURRENT SURVEY CONTROL
 AX0683  ___________________________________________________________________
 AX0683* NAD 83(1986)-  29 27 29.     (N)    096 51 44.     (W)     SCALED    
 AX0683* NAVD 88     -        69.11   (+/-2cm)     226.7    (feet)  VERTCON   
 AX0683  ___________________________________________________________________
 AX0683  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0683
 AX0683  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0683
 AX0683.The horizontal coordinates were scaled from a topographic map and have
 AX0683.an estimated accuracy of +/- 6 seconds.
 AX0683
 AX0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0683.The vertical order pertains to the NGVD 29 superseded value.
 AX0683
 AX0683.The geoid height was determined by GEOID03.
 AX0683
 AX0683;                    North         East    Units  Estimated Accuracy
 AX0683;SPC TXSC     - 4,181,960.      807,340.      MT  (+/- 180 meters Scaled)
 AX0683
 AX0683                          SUPERSEDED SURVEY CONTROL
 AX0683
 AX0683  NGVD 29 (??/??/92)   69.103  (m)          226.72   (f) ADJ UNCH    2 0
 AX0683
 AX0683.Superseded values are not recommended for survey control.
 AX0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0683.See file dsdata.txt to determine how the superseded data were derived.
 AX0683
 AX0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT073606(NAD 83)
 AX0683_MARKER: DB = BENCH MARK DISK
 AX0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0683_STAMPING: E 210 1934
 AX0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0683+STABILITY: SURFACE MOTION
 AX0683
 AX0683  HISTORY     - Date     Condition        Report By
 AX0683  HISTORY     - 1934     MONUMENTED       CGS
 AX0683  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0683
 AX0683                          STATION DESCRIPTION
 AX0683
 AX0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0683'9.35 MI SW FROM SUBLIME.
 AX0683'SUBLIME, LAVACA COUNTY, 4.4 MI. SW OF ALONG ABANDONED RAILROAD.  GO
 AX0683'0.5 MI. S FROM POST OFFICE AT SUBLIME TO JCT. QITH U.S. HWY. 90A
 AX0683'THENCE 3.8 MI. SW ALONG U.S. HWY. 90A TO A ROAD LEADING N, THENCE
 AX0683'NORTH, WEST AND NORTH 0.65 MI. TO ABANDONED RAILROAD.  36 FT. SW OF
 AX0683'CENTERLINE OF R.R. GRADE, 17.5 FT. W OF ROAD.  A STANDARD DISK, SET IN
 AX0683'A CONCRETE POST, AND STAMPED E 210 1934.
 AX0683
 AX0683                          STATION RECOVERY (1997)
 AX0683
 AX0683'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0166 ***********************************************************************
 CB0166  DESIGNATION -  E 211
 CB0166  PID         -  CB0166
 CB0166  STATE/COUNTY-  TX/TOM GREEN
 CB0166  USGS QUAD   -  COLD CREEK SPRING (1972)
 CB0166
 CB0166                         *CURRENT SURVEY CONTROL
 CB0166  ___________________________________________________________________
 CB0166* NAD 83(1986)-  31 10 49.     (N)    100 30 02.     (W)     SCALED    
 CB0166* NAVD 88     -       619.202  (meters)    2031.50   (feet)  ADJUSTED  
 CB0166  ___________________________________________________________________
 CB0166  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CB0166  DYNAMIC HT  -         618.343 (meters)    2028.68  (feet)  COMP
 CB0166  MODELED GRAV-     979,232.7   (mgal)                       NAVD 88
 CB0166
 CB0166  VERT ORDER  -  SECOND    CLASS 0
 CB0166
 CB0166.The horizontal coordinates were scaled from a topographic map and have
 CB0166.an estimated accuracy of +/- 6 seconds.
 CB0166
 CB0166.The orthometric height was determined by differential leveling
 CB0166.and adjusted by the National Geodetic Survey in June 1991..
 CB0166
 CB0166.The geoid height was determined by GEOID03.
 CB0166
 CB0166.The dynamic height is computed by dividing the NAVD 88
 CB0166.geopotential number by the normal gravity value computed on the
 CB0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0166.degrees latitude (g = 980.6199 gals.).
 CB0166
 CB0166.The modeled gravity was interpolated from observed gravity values.
 CB0166
 CB0166;                    North         East    Units  Estimated Accuracy
 CB0166;SPC TX C     - 3,167,800.      684,060.      MT  (+/- 180 meters Scaled)
 CB0166
 CB0166                          SUPERSEDED SURVEY CONTROL
 CB0166
 CB0166  NGVD 29 (??/??/92)  619.013  (m)         2030.88   (f) ADJ UNCH    2 0
 CB0166
 CB0166.Superseded values are not recommended for survey control.
 CB0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0166.See file dsdata.txt to determine how the superseded data were derived.
 CB0166
 CB0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV570505(NAD 83)
 CB0166_MARKER: DB = BENCH MARK DISK
 CB0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0166_SP_SET: ABUTMENT
 CB0166_STAMPING: 2030.878 E 211 1934
 CB0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0166
 CB0166  HISTORY     - Date     Condition        Report By
 CB0166  HISTORY     - 1934     MONUMENTED       CGS
 CB0166  HISTORY     - 1951     GOOD             NGS
 CB0166
 CB0166                          STATION DESCRIPTION
 CB0166
 CB0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0166'0.6 MI S FROM CHRISTOVAL.
 CB0166'0.4 MILE SOUTH ALONG U. S. HIGHWAY 277 FROM CHRISTOVAL, TOM GREEN
 CB0166'COUNTY, AT A CONCRETE BRIDGE, IN THE SOUTH END OF THE CONCRETE
 CB0166'ABUTMENT, AND 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 CB0166'STANDARD DISK, STAMPED E 211 1934.  NOTE-- THE CURB OF A BRIDGE,
 CB0166'HOWEVER IT APPEARS THAT THE BRIDGE HAS SHIFTED SOMEWHAT.
 CB0166
 CB0166                          STATION RECOVERY (1951)
 CB0166
 CB0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CB0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0640 ***********************************************************************
 CA0640  DESIGNATION -  E 212
 CA0640  PID         -  CA0640
 CA0640  STATE/COUNTY-  TX/RUNNELS
 CA0640  USGS QUAD   -  BALLINGER (1967)
 CA0640
 CA0640                         *CURRENT SURVEY CONTROL
 CA0640  ___________________________________________________________________
 CA0640* NAD 83(1986)-  31 42 25.     (N)    099 58 57.     (W)     SCALED    
 CA0640* NAVD 88     -       513.157  (meters)    1683.58   (feet)  ADJUSTED  
 CA0640  ___________________________________________________________________
 CA0640  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 CA0640  DYNAMIC HT  -         512.475 (meters)    1681.35  (feet)  COMP
 CA0640  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 CA0640
 CA0640  VERT ORDER  -  SECOND    CLASS 0
 CA0640
 CA0640.The horizontal coordinates were scaled from a topographic map and have
 CA0640.an estimated accuracy of +/- 6 seconds.
 CA0640
 CA0640.The orthometric height was determined by differential leveling
 CA0640.and adjusted by the National Geodetic Survey in June 1991..
 CA0640
 CA0640.The geoid height was determined by GEOID03.
 CA0640
 CA0640.The dynamic height is computed by dividing the NAVD 88
 CA0640.geopotential number by the normal gravity value computed on the
 CA0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0640.degrees latitude (g = 980.6199 gals.).
 CA0640
 CA0640.The modeled gravity was interpolated from observed gravity values.
 CA0640
 CA0640;                    North         East    Units  Estimated Accuracy
 CA0640;SPC TX C     - 3,226,240.      733,260.      MT  (+/- 180 meters Scaled)
 CA0640
 CA0640                          SUPERSEDED SURVEY CONTROL
 CA0640
 CA0640  NGVD 29 (??/??/92)  513.045  (m)         1683.22   (f) ADJ UNCH    2 0
 CA0640
 CA0640.Superseded values are not recommended for survey control.
 CA0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0640.See file dsdata.txt to determine how the superseded data were derived.
 CA0640
 CA0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA069083(NAD 83)
 CA0640_MARKER: DB = BENCH MARK DISK
 CA0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0640_STAMPING: 1683.067 E 212 1934
 CA0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0640+STABILITY: SURFACE MOTION
 CA0640
 CA0640  HISTORY     - Date     Condition        Report By
 CA0640  HISTORY     - 1934     MONUMENTED       CGS
 CA0640  HISTORY     - 1940     GOOD             NGS
 CA0640
 CA0640                          STATION DESCRIPTION
 CA0640
 CA0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0640'3.0 MI SW FROM BALLINGER.
 CA0640'3.0 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0640'BALLINGER, RUNNELS COUNTY, 100 YARDS NORTHEAST OF MILEPOST 40, 12 FEET
 CA0640'NORTHEAST OF A ROAD CROSSING, 42 FEET SOUTHEAST OF THE CENTERLINE OF
 CA0640'THE TRACK, AND 5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE. A STANDARD
 CA0640'DISK, STAMPED 1683.067 E 212 1934 AND SET IN THE TOP OF A CONCRETE
 CA0640'POST.
 CA0640
 CA0640                          STATION RECOVERY (1940)
 CA0640
 CA0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CA0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0065 ***********************************************************************
 AX0065  DESIGNATION -  E 212
 AX0065  PID         -  AX0065
 AX0065  STATE/COUNTY-  TX/AUSTIN
 AX0065  USGS QUAD   -  WALLIS (1980)
 AX0065
 AX0065                         *CURRENT SURVEY CONTROL
 AX0065  ___________________________________________________________________
 AX0065* NAD 83(1993)-  29 38 49.04317(N)    096 05 50.11700(W)     ADJUSTED  
 AX0065* NAVD 88     -        41.40   (+/-2cm)     135.8    (feet)  VERTCON   
 AX0065  ___________________________________________________________________
 AX0065  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AX0065  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0065
 AX0065  HORZ ORDER  -  SECOND
 AX0065  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0065
 AX0065.The horizontal coordinates were established by classical geodetic methods
 AX0065.and adjusted by the National Geodetic Survey in February 1996..
 AX0065
 AX0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0065.The vertical order pertains to the NGVD 29 superseded value.
 AX0065
 AX0065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0065
 AX0065.The geoid height was determined by GEOID03.
 AX0065
 AX0065;                    North         East     Units Scale Factor Converg.
 AX0065;SPC TXSC     - 4,204,485.592   880,997.991   MT  0.99987802   +1 25 19.5
 AX0065;SPC TXSC     -13,794,216.48  2,890,407.58   sFT  0.99987802   +1 25 19.5
 AX0065;UTM  14      - 3,283,189.344   781,010.529   MT  1.00057446   +1 26 12.5
 AX0065
 AX0065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0065!SPC TXSC     -   0.99999777  x   0.99987802  =   0.99987579
 AX0065!UTM  14      -   0.99999777  x   1.00057446  =   1.00057223
 AX0065
 AX0065                          SUPERSEDED SURVEY CONTROL
 AX0065
 AX0065  NAD 83(1986)-  29 38 49.05769(N)    096 05 50.10103(W) AD(       ) 2
 AX0065  NAD 27      -  29 38 48.20300(N)    096 05 49.26000(W) AD(       ) 2
 AX0065  NGVD 29 (??/??/92)   41.394  (m)          135.81   (f) ADJ UNCH    2 0
 AX0065
 AX0065.Superseded values are not recommended for survey control.
 AX0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0065.See file dsdata.txt to determine how the superseded data were derived.
 AX0065
 AX0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8101183189(NAD 83)
 AX0065_MARKER: DB = BENCH MARK DISK
 AX0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0065_SP_SET: CULVERT
 AX0065_STAMPING: 135.761 E 212 1934
 AX0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0065+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AX0065
 AX0065  HISTORY     - Date     Condition        Report By
 AX0065  HISTORY     - 1934     MONUMENTED       CGS
 AX0065  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0065  HISTORY     - 19991024 GOOD             USPSQD
 AX0065  HISTORY     - 20040329 GOOD             USPSQD
 AX0065
 AX0065                          STATION DESCRIPTION
 AX0065
 AX0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0065'2.1 MI NW FROM WALLIS.
 AX0065'ABOUT 2.1 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AX0065'RAILWAY FROM THE STATION AT WALLIS, AUSTIN COUNTY, ABOUT 202 FEET
 AX0065'EAST-SOUTHEAST OF TRIANGULATION STATION BARTA, DESCRIBED ABOVE, ABOUT
 AX0065'70 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 36, AT A
 AX0065'CONCRETE RAILROAD CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE
 AX0065'SOUTHWEST HEAD WALL, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AX0065'TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 AX0065'STAMPED 135.761 E 212 1934.
 AX0065
 AX0065                          STATION RECOVERY (1991)
 AX0065
 AX0065'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0065'MARK NOT FOUND.
 AX0065
 AX0065                          STATION RECOVERY (1999)
 AX0065
 AX0065'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0065'RECOVERED IN GOOD CONDITION.
 AX0065
 AX0065                          STATION RECOVERY (2004)
 AX0065
 AX0065'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0378 ***********************************************************************
 AX0378  DESIGNATION -  E 213
 AX0378  PID         -  AX0378
 AX0378  STATE/COUNTY-  TX/WHARTON
 AX0378  USGS QUAD   -  GLEN FLORA (1980)
 AX0378
 AX0378                         *CURRENT SURVEY CONTROL
 AX0378  ___________________________________________________________________
 AX0378* NAD 83(1986)-  29 19 43.     (N)    096 07 48.     (W)     SCALED    
 AX0378* NAVD 88     -        32.06   (+/-2cm)     105.2    (feet)  VERTCON   
 AX0378  ___________________________________________________________________
 AX0378  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0378
 AX0378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0378
 AX0378.The horizontal coordinates were scaled from a topographic map and have
 AX0378.an estimated accuracy of +/- 6 seconds.
 AX0378
 AX0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0378.The vertical order pertains to the NGVD 29 superseded value.
 AX0378
 AX0378.The geoid height was determined by GEOID03.
 AX0378
 AX0378;                    North         East    Units  Estimated Accuracy
 AX0378;SPC TXSC     - 4,169,140.      878,690.      MT  (+/- 180 meters Scaled)
 AX0378
 AX0378                          SUPERSEDED SURVEY CONTROL
 AX0378
 AX0378  NGVD 29 (??/??/92)   32.063  (m)          105.19   (f) ADJ UNCH    2 0
 AX0378
 AX0378.Superseded values are not recommended for survey control.
 AX0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0378.See file dsdata.txt to determine how the superseded data were derived.
 AX0378
 AX0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT787478(NAD 83)
 AX0378_MARKER: DB = BENCH MARK DISK
 AX0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0378_STAMPING: E 213 1934
 AX0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0378+STABILITY: SURFACE MOTION
 AX0378
 AX0378  HISTORY     - Date     Condition        Report By
 AX0378  HISTORY     - 1934     MONUMENTED       CGS
 AX0378  HISTORY     - 1942     GOOD             NGS
 AX0378
 AX0378                          STATION DESCRIPTION
 AX0378
 AX0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AX0378'2.5 MI NW FROM WHARTON.
 AX0378'TO REACH FROM THE COUNTY COURT HOUSE AT WHARTON-- PROCEED 2.5 MILES
 AX0378'NORTHWESTERLY ALONG GRAVELED ROAD TOWARDS EAGLE LAKE TO THE SITE OF
 AX0378'THE BENCH MARK.  BENCH MARK IS ABOUT 1.8 MILES NORTHWEST OF THE SANTA
 AX0378'FE RAILROAD STATION AT WHARTON, 62.5 FEET NORTHWEST OF MILE POLE
 AX0378'NO.41, 23.5 FEET NORTHWEST OF THE CENTERLINE OF A DIRT ROAD THAT
 AX0378'CROSSED TRACK, 46.5 FEET NORTHEAST OF THE CENTERLINE OF THE TRACKS AND
 AX0378'3.0 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  A STD. DISK SET
 AX0378'IN CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1423 ***********************************************************************
 AY1423  DESIGNATION -  E 214
 AY1423  PID         -  AY1423
 AY1423  STATE/COUNTY-  TX/UVALDE
 AY1423  USGS QUAD   -  MAGERS CROSSING (1960)
 AY1423
 AY1423                         *CURRENT SURVEY CONTROL
 AY1423  ___________________________________________________________________
 AY1423* NAD 83(1986)-  29 33 38.     (N)    099 43 47.     (W)     SCALED    
 AY1423* NAVD 88     -       415.399  (meters)    1362.85   (feet)  POSTED    
 AY1423  ___________________________________________________________________
 AY1423  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AY1423  DYNAMIC HT  -         414.780 (meters)    1360.82  (feet)  COMP
 AY1423  MODELED GRAV-     979,148.4   (mgal)                       NAVD 88
 AY1423
 AY1423  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1423
 AY1423.The horizontal coordinates were scaled from a topographic map and have
 AY1423.an estimated accuracy of +/- 6 seconds.
 AY1423
 AY1423.The orthometric height was determined by differential leveling
 AY1423.and adjusted by the National Geodetic Survey in 1992..
 AY1423.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1423.rate of 1.1 thru 2.0 mm/km.
 AY1423
 AY1423.The geoid height was determined by GEOID03.
 AY1423
 AY1423.The dynamic height is computed by dividing the NAVD 88
 AY1423.geopotential number by the normal gravity value computed on the
 AY1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1423.degrees latitude (g = 980.6199 gals.).
 AY1423
 AY1423.The modeled gravity was interpolated from observed gravity values.
 AY1423
 AY1423;                    North         East    Units  Estimated Accuracy
 AY1423;SPC TXSC     - 4,191,640.      529,290.      MT  (+/- 180 meters Scaled)
 AY1423
 AY1423                          SUPERSEDED SURVEY CONTROL
 AY1423
 AY1423  NGVD 29 (??/??/92)  415.326  (m)         1362.62   (f) ADJ UNCH    2 0
 AY1423
 AY1423.Superseded values are not recommended for survey control.
 AY1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1423.See file dsdata.txt to determine how the superseded data were derived.
 AY1423
 AY1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT293703(NAD 83)
 AY1423_MARKER: DB = BENCH MARK DISK
 AY1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1423_STAMPING: E 214 1934
 AY1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1423+STABILITY: SURFACE MOTION
 AY1423
 AY1423  HISTORY     - Date     Condition        Report By
 AY1423  HISTORY     - 1934     MONUMENTED       CGS
 AY1423  HISTORY     - 1953     GOOD             NGS
 AY1423  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 AY1423
 AY1423                          STATION DESCRIPTION
 AY1423
 AY1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1423'5.35 MI SE FROM RIO FRIO.
 AY1423'0.15 MILE SOUTHWEST ALONG RANCH ROAD 1120 FROM THE POST OFFICE AT RIO
 AY1423'FRIO, THENCE 5.2 MILES SOUTHEAST ALONG A GRAVELED ROAD, 110 YARDS
 AY1423'NORTHWEST OF A RANCH HOUSE, 42 FEET EAST OF THE CENTER LINE OF THE
 AY1423'ROAD, 10.8 FEET EAST OF A WITNESS POST, 10 FEET EAST OF A FENCE, 3.4
 AY1423'FEET SOUTH OF A FENCE, 1.9 MILES NORTHWEST OF BENCH MARK D 214, SET IN
 AY1423'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AY1423
 AY1423                          STATION RECOVERY (2005)
 AY1423
 AY1423'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0294 ***********************************************************************
 AJ0294  DESIGNATION -  E 215
 AJ0294  PID         -  AJ0294
 AJ0294  STATE/COUNTY-  TX/DUVAL
 AJ0294  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0294
 AJ0294                         *CURRENT SURVEY CONTROL
 AJ0294  ___________________________________________________________________
 AJ0294* NAD 83(1986)-  27 16 45.     (N)    098 18 50.     (W)     SCALED    
 AJ0294* NAVD 88     -        80.778  (meters)     265.02   (feet)  ADJUSTED  
 AJ0294  ___________________________________________________________________
 AJ0294  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AJ0294  DYNAMIC HT  -          80.650 (meters)     264.60  (feet)  COMP
 AJ0294  MODELED GRAV-     979,063.5   (mgal)                       NAVD 88
 AJ0294
 AJ0294  VERT ORDER  -  SECOND    CLASS 0
 AJ0294
 AJ0294.The horizontal coordinates were scaled from a topographic map and have
 AJ0294.an estimated accuracy of +/- 6 seconds.
 AJ0294
 AJ0294.The orthometric height was determined by differential leveling
 AJ0294.and adjusted by the National Geodetic Survey in June 1991..
 AJ0294
 AJ0294.The geoid height was determined by GEOID03.
 AJ0294
 AJ0294.The dynamic height is computed by dividing the NAVD 88
 AJ0294.geopotential number by the normal gravity value computed on the
 AJ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0294.degrees latitude (g = 980.6199 gals.).
 AJ0294
 AJ0294.The modeled gravity was interpolated from observed gravity values.
 AJ0294
 AJ0294;                    North         East    Units  Estimated Accuracy
 AJ0294;SPC TX S     - 5,178,670.      318,430.      MT  (+/- 180 meters Scaled)
 AJ0294
 AJ0294                          SUPERSEDED SURVEY CONTROL
 AJ0294
 AJ0294  NGVD 29 (??/??/92)   80.883  (m)          265.36   (f) ADJ UNCH    2 0
 AJ0294
 AJ0294.Superseded values are not recommended for survey control.
 AJ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0294.See file dsdata.txt to determine how the superseded data were derived.
 AJ0294
 AJ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR679175(NAD 83)
 AJ0294_MARKER: DB = BENCH MARK DISK
 AJ0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0294_STAMPING: E 215 1934
 AJ0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0294+STABILITY: SURFACE MOTION
 AJ0294
 AJ0294  HISTORY     - Date     Condition        Report By
 AJ0294  HISTORY     - 1934     MONUMENTED       CGS
 AJ0294  HISTORY     - 1942     GOOD             NGS
 AJ0294  HISTORY     - 1968     GOOD             USGS
 AJ0294
 AJ0294                          STATION DESCRIPTION
 AJ0294
 AJ0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0294'13.8 MI NW FROM FALFURRIAS.
 AJ0294'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 13.8
 AJ0294'MILES NORTH WESTERLY ALONG ROAD TOWARDS HEBBRONVILLE TO THE SITE OF
 AJ0294'THE BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE WEST OF COPITA, ABOUT
 AJ0294'0.5 MILE WEST OF INTERSECTION OF CROSSROAD AND WEST OF POWER LINE
 AJ0294'POLES CROSSING ROAD.  IT IS 32.0 FEET SOUTH OF THE CENTERLINE OF THE
 AJ0294'ROAD, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.5 FEET
 AJ0294'SOUTH OF RIGHT-OF-WAY FENCE.  A STD. DISK SET IN CONCRETE POST.
 AJ0294
 AJ0294                          STATION RECOVERY (1968)
 AJ0294
 AJ0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0294'FROM FALFURRIES, BROOKE COUNTY, TEXAS, WEST ALONG STATE HIGHWAY 285
 AJ0294'FROM ITS INTERSECTION WITH U.S. HIGHWAY 281 A DISTANCE OF 10.8 MILES.
 AJ0294'THENCE NORTH ALONG A DIRT ROAD A DISTANCE OF 1.1 MILES TO A DIRT
 AJ0294'CROSS ROAD. THENCE WEST ALONG THE DIRT ROAD A DISTANCE OF 0.5 MILES.
 AJ0294'32 FT SOUTH OF CENTER LINE OF DIRT ROAD, 1 FT SOUTH OF THE SOUTH
 AJ0294'RIGHT-OF-WAY FENCE. 295 FT WEST OF A TRANSMISSION LINE CROSSING.
 AJ0294'STANDARD DISK, STAMPED E 215 1934, AND SET IN THE TOP OF A CONCRETE
 AJ0294'POST. (80.883 METERS OR 265.364 FEET). NOTE-- BM E 215 IS 1.0 MILES
 AJ0294'WEST OF BM K 621.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0471 ***********************************************************************
 AO0471  DESIGNATION -  E 216
 AO0471  PID         -  AO0471
 AO0471  STATE/COUNTY-  TX/DIMMIT
 AO0471  USGS QUAD   -  BIG WELLS (1972)
 AO0471
 AO0471                         *CURRENT SURVEY CONTROL
 AO0471  ___________________________________________________________________
 AO0471* NAD 83(1986)-  28 33 46.     (N)    099 35 07.     (W)     SCALED    
 AO0471* NAVD 88     -       148.801  (meters)     488.19   (feet)  ADJUSTED  
 AO0471  ___________________________________________________________________
 AO0471  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AO0471  DYNAMIC HT  -         148.579 (meters)     487.46  (feet)  COMP
 AO0471  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 AO0471
 AO0471  VERT ORDER  -  SECOND    CLASS 0
 AO0471
 AO0471.The horizontal coordinates were scaled from a topographic map and have
 AO0471.an estimated accuracy of +/- 6 seconds.
 AO0471
 AO0471.The orthometric height was determined by differential leveling
 AO0471.and adjusted by the National Geodetic Survey in June 1991..
 AO0471
 AO0471.The geoid height was determined by GEOID03.
 AO0471
 AO0471.The dynamic height is computed by dividing the NAVD 88
 AO0471.geopotential number by the normal gravity value computed on the
 AO0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0471.degrees latitude (g = 980.6199 gals.).
 AO0471
 AO0471.The modeled gravity was interpolated from observed gravity values.
 AO0471
 AO0471;                    North         East    Units  Estimated Accuracy
 AO0471;SPC TXSC     - 4,080,990.      542,740.      MT  (+/- 180 meters Scaled)
 AO0471
 AO0471                          SUPERSEDED SURVEY CONTROL
 AO0471
 AO0471  NGVD 29 (??/??/92)  148.714  (m)          487.91   (f) ADJ UNCH    2 0
 AO0471
 AO0471.Superseded values are not recommended for survey control.
 AO0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0471.See file dsdata.txt to determine how the superseded data were derived.
 AO0471
 AO0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS427596(NAD 83)
 AO0471_MARKER: DB = BENCH MARK DISK
 AO0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0471_STAMPING: E-216 1934
 AO0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0471+STABILITY: SURFACE MOTION
 AO0471
 AO0471  HISTORY     - Date     Condition        Report By
 AO0471  HISTORY     - 1934     MONUMENTED       CGS
 AO0471  HISTORY     - 1940     GOOD             NGS
 AO0471
 AO0471                          STATION DESCRIPTION
 AO0471
 AO0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0471'1.0 MI SW FROM BIG WELLS.
 AO0471'1.0 MILES SW OF, AND ALONG THE S. A. U. AND G. R. R. ABOUT 575 FT. SW
 AO0471'OF MILE POST A-128 AT A ROAD CROSSING.  47 FT. NW OF CENTER-LINE OF
 AO0471'TRACK.  21 FT. NE OF CENTER-LINE OF ROAD IN A FENCE CORNER.  3 FT. SE
 AO0471'OF R/W FENCE AND 3 FT. NE OF CROSS FENCE.
 AO0471
 AO0471                          STATION RECOVERY (1940)
 AO0471
 AO0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0462 ***********************************************************************
 AO0462  DESIGNATION -  E 217
 AO0462  PID         -  AO0462
 AO0462  STATE/COUNTY-  TX/ZAVALA
 AO0462  USGS QUAD   -  LA PRYOR (1972)
 AO0462
 AO0462                         *CURRENT SURVEY CONTROL
 AO0462  ___________________________________________________________________
 AO0462* NAD 83(1986)-  28 57 55.     (N)    099 50 58.     (W)     SCALED    
 AO0462* NAVD 88     -       231.385  (meters)     759.14   (feet)  ADJUSTED  
 AO0462  ___________________________________________________________________
 AO0462  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AO0462  DYNAMIC HT  -         231.047 (meters)     758.03  (feet)  COMP
 AO0462  MODELED GRAV-     979,177.9   (mgal)                       NAVD 88
 AO0462
 AO0462  VERT ORDER  -  SECOND    CLASS 0
 AO0462
 AO0462.The horizontal coordinates were scaled from a topographic map and have
 AO0462.an estimated accuracy of +/- 6 seconds.
 AO0462
 AO0462.The orthometric height was determined by differential leveling
 AO0462.and adjusted by the National Geodetic Survey in June 1991..
 AO0462
 AO0462.The geoid height was determined by GEOID03.
 AO0462
 AO0462.The dynamic height is computed by dividing the NAVD 88
 AO0462.geopotential number by the normal gravity value computed on the
 AO0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0462.degrees latitude (g = 980.6199 gals.).
 AO0462
 AO0462.The modeled gravity was interpolated from observed gravity values.
 AO0462
 AO0462;                    North         East    Units  Estimated Accuracy
 AO0462;SPC TXSC     - 4,125,750.      517,210.      MT  (+/- 180 meters Scaled)
 AO0462
 AO0462                          SUPERSEDED SURVEY CONTROL
 AO0462
 AO0462  NGVD 29 (??/??/92)  231.261  (m)          758.73   (f) ADJ UNCH    2 0
 AO0462
 AO0462.Superseded values are not recommended for survey control.
 AO0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0462.See file dsdata.txt to determine how the superseded data were derived.
 AO0462
 AO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT172044(NAD 83)
 AO0462_MARKER: DB = BENCH MARK DISK
 AO0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0462_STAMPING: E-217 1934
 AO0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0462+STABILITY: SURFACE MOTION
 AO0462
 AO0462  HISTORY     - Date     Condition        Report By
 AO0462  HISTORY     - 1934     MONUMENTED       CGS
 AO0462  HISTORY     - 1940     GOOD             NGS
 AO0462  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AO0462  HISTORY     - 20010507 MARK NOT FOUND   USPSQD
 AO0462
 AO0462                          STATION DESCRIPTION
 AO0462
 AO0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0462'1.5 MI N FROM LA PRYOR.
 AO0462'1.5 MILES N OF, AND ALONG THE S. A. U. AND G. R. R. 150 FT. N OF ROAD
 AO0462'CROSSING.  50 FT. W OF CENTER-LINE OF TRACK OPPOSITE S SWITCH TO
 AO0462'LOADING PLATFORM ON N IN LINE OF POLES.
 AO0462
 AO0462                          STATION RECOVERY (1940)
 AO0462
 AO0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0462'RECOVERED IN GOOD CONDITION.
 AO0462
 AO0462                          STATION RECOVERY (1997)
 AO0462
 AO0462'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0462'MARK NOT FOUND.
 AO0462
 AO0462                          STATION RECOVERY (2001)
 AO0462
 AO0462'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0058 ***********************************************************************
 BO0058  DESIGNATION -  E 218
 BO0058  PID         -  BO0058
 BO0058  STATE/COUNTY-  TX/EDWARDS
 BO0058  USGS QUAD   -  FOUR MILLS (1973)
 BO0058
 BO0058                         *CURRENT SURVEY CONTROL
 BO0058  ___________________________________________________________________
 BO0058* NAD 83(1986)-  30 06 34.     (N)    100 41 47.     (W)     SCALED    
 BO0058* NAVD 88     -       586.860  (meters)    1925.39   (feet)  ADJUSTED  
 BO0058  ___________________________________________________________________
 BO0058  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BO0058  DYNAMIC HT  -         586.001 (meters)    1922.57  (feet)  COMP
 BO0058  MODELED GRAV-     979,159.4   (mgal)                       NAVD 88
 BO0058
 BO0058  VERT ORDER  -  SECOND    CLASS 0
 BO0058
 BO0058.The horizontal coordinates were scaled from a topographic map and have
 BO0058.an estimated accuracy of +/- 6 seconds.
 BO0058
 BO0058.The orthometric height was determined by differential leveling
 BO0058.and adjusted by the National Geodetic Survey in June 1991..
 BO0058
 BO0058.The geoid height was determined by GEOID03.
 BO0058
 BO0058.The dynamic height is computed by dividing the NAVD 88
 BO0058.geopotential number by the normal gravity value computed on the
 BO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0058.degrees latitude (g = 980.6199 gals.).
 BO0058
 BO0058.The modeled gravity was interpolated from observed gravity values.
 BO0058
 BO0058;                    North         East    Units  Estimated Accuracy
 BO0058;SPC TXSC     - 4,253,450.      436,520.      MT  (+/- 180 meters Scaled)
 BO0058
 BO0058                          SUPERSEDED SURVEY CONTROL
 BO0058
 BO0058  NGVD 29 (??/??/92)  586.732  (m)         1924.97   (f) ADJ UNCH    2 0
 BO0058
 BO0058.Superseded values are not recommended for survey control.
 BO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0058.See file dsdata.txt to determine how the superseded data were derived.
 BO0058
 BO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU365321(NAD 83)
 BO0058_MARKER: DB = BENCH MARK DISK
 BO0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0058_STAMPING: E 218 1934
 BO0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0058+STABILITY: SURFACE MOTION
 BO0058
 BO0058  HISTORY     - Date     Condition        Report By
 BO0058  HISTORY     - 1934     MONUMENTED       CGS
 BO0058  HISTORY     - 1958     MARK NOT FOUND   NGS
 BO0058
 BO0058                          STATION DESCRIPTION
 BO0058
 BO0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0058'12.5 MI N FROM VAL VERDE.
 BO0058'IN EDWARDS COUNTY, 12.5 MILES NORTH ALONG U.S. HIGHWAY 277 FROM
 BO0058'VINEGARONE, ABOUT 0.5 MILE NORTH OF THE VAL VERDE-EDWARDS COUNTY LINE,
 BO0058'750 FEET SOUTH OF THE RANCH GATES ON BOTH SIDES OF THE HIGHWAY AT A
 BO0058'CURVE, 46 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET WEST OF
 BO0058'THE RIGHT-OF-WAY FENCE, AND NEAR AN ANGLE IN THE FENCE.  A STANDARD
 BO0058'DISK, STAMPED E 218 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 BO0058'THE HIGHWAY HAS BEEN CHANGED AT THIS LOCATION AND A CONSIDERABLE
 BO0058'AMOUNT OF EXCAVATION IS EVIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1104 ***********************************************************************
 AY1104  DESIGNATION -  E 219
 AY1104  PID         -  AY1104
 AY1104  STATE/COUNTY-  TX/KERR
 AY1104  USGS QUAD   -  DIAMOND S RANCH (1964)
 AY1104
 AY1104                         *CURRENT SURVEY CONTROL
 AY1104  ___________________________________________________________________
 AY1104* NAD 83(1986)-  29 57 52.     (N)    099 26 44.     (W)     SCALED    
 AY1104* NAVD 88     -       613.261  (meters)    2012.01   (feet)  ADJUSTED  
 AY1104  ___________________________________________________________________
 AY1104  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AY1104  DYNAMIC HT  -         612.373 (meters)    2009.09  (feet)  COMP
 AY1104  MODELED GRAV-     979,173.2   (mgal)                       NAVD 88
 AY1104
 AY1104  VERT ORDER  -  SECOND    CLASS 0
 AY1104
 AY1104.The horizontal coordinates were scaled from a topographic map and have
 AY1104.an estimated accuracy of +/- 6 seconds.
 AY1104
 AY1104.The orthometric height was determined by differential leveling
 AY1104.and adjusted by the National Geodetic Survey in June 1991..
 AY1104
 AY1104.The geoid height was determined by GEOID03.
 AY1104
 AY1104.The dynamic height is computed by dividing the NAVD 88
 AY1104.geopotential number by the normal gravity value computed on the
 AY1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1104.degrees latitude (g = 980.6199 gals.).
 AY1104
 AY1104.The modeled gravity was interpolated from observed gravity values.
 AY1104
 AY1104;                    North         East    Units  Estimated Accuracy
 AY1104;SPC TXSC     - 4,236,270.      557,000.      MT  (+/- 180 meters Scaled)
 AY1104
 AY1104                          SUPERSEDED SURVEY CONTROL
 AY1104
 AY1104  NGVD 29 (??/??/92)  613.177  (m)         2011.73   (f) ADJ UNCH    2 0
 AY1104
 AY1104.Superseded values are not recommended for survey control.
 AY1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1104.See file dsdata.txt to determine how the superseded data were derived.
 AY1104
 AY1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU570149(NAD 83)
 AY1104_MARKER: DB = BENCH MARK DISK
 AY1104_SETTING: 66 = SET IN ROCK OUTCROP
 AY1104_SP_SET: LIMESTONE LEDGE
 AY1104_STAMPING: E 219 1934
 AY1104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1104+STABILITY: POSITION/ELEVATION WELL
 AY1104
 AY1104  HISTORY     - Date     Condition        Report By
 AY1104  HISTORY     - 1934     MONUMENTED       CGS
 AY1104  HISTORY     - 1964     GOOD             USGS
 AY1104  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1104
 AY1104                          STATION DESCRIPTION
 AY1104
 AY1104'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AY1104'13.0 MI SW FROM HUNT.
 AY1104'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 AY1104'HUNT, KERR CO., 0.05 MILE SOUTH OF A LOW WATER BRIDGE OFER THE SOUTH
 AY1104'FORK OF THE GUADALUPE RIVER, 36 YARDS SOUTHEAST OF THE RIGHT OF WAY
 AY1104'FENCE, 12 YARDS SOUTHEAST OF A 24 INCH OAK TREE, IN THE TOP OF A
 AY1104'LIMESTONE LEDGE, A STANDARD DISK.
 AY1104
 AY1104                          STATION RECOVERY (1990)
 AY1104
 AY1104'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0522 ***********************************************************************
 CC0522  DESIGNATION -  E 22
 CC0522  PID         -  CC0522
 CC0522  STATE/COUNTY-  TX/REEVES
 CC0522  USGS QUAD   -  SAND LAKE (1981)
 CC0522
 CC0522                         *CURRENT SURVEY CONTROL
 CC0522  ___________________________________________________________________
 CC0522* NAD 83(1986)-  31 32 36.     (N)    103 31 33.     (W)     SCALED    
 CC0522* NAVD 88     -       794.882  (meters)    2607.88   (feet)  ADJUSTED  
 CC0522  ___________________________________________________________________
 CC0522  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 CC0522  DYNAMIC HT  -         793.719 (meters)    2604.06  (feet)  COMP
 CC0522  MODELED GRAV-     979,151.3   (mgal)                       NAVD 88
 CC0522
 CC0522  VERT ORDER  -  FIRST     CLASS II
 CC0522
 CC0522.The horizontal coordinates were scaled from a topographic map and have
 CC0522.an estimated accuracy of +/- 6 seconds.
 CC0522
 CC0522.The orthometric height was determined by differential leveling
 CC0522.and adjusted by the National Geodetic Survey in June 1991..
 CC0522.WARNING-Repeat measurements at this control monument indicate possible
 CC0522.vertical movement.
 CC0522
 CC0522.The geoid height was determined by GEOID03.
 CC0522
 CC0522.The dynamic height is computed by dividing the NAVD 88
 CC0522.geopotential number by the normal gravity value computed on the
 CC0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0522.degrees latitude (g = 980.6199 gals.).
 CC0522
 CC0522.The modeled gravity was interpolated from observed gravity values.
 CC0522
 CC0522;                    North         East    Units  Estimated Accuracy
 CC0522;SPC TX C     - 3,212,390.      396,910.      MT  (+/- 180 meters Scaled)
 CC0522
 CC0522                          SUPERSEDED SURVEY CONTROL
 CC0522
 CC0522  NGVD 29 (??/??/92)  794.543  (m)         2606.76   (f) ADJ UNCH    1 2
 CC0522
 CC0522.Superseded values are not recommended for survey control.
 CC0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0522.See file dsdata.txt to determine how the superseded data were derived.
 CC0522
 CC0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ399907(NAD 83)
 CC0522_MARKER: X = CHISELED CROSS
 CC0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0522_SP_SET: SECTION RAIL
 CC0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0522
 CC0522  HISTORY     - Date     Condition        Report By
 CC0522  HISTORY     - UNK      MONUMENTED       CGS
 CC0522  HISTORY     - 1956     GOOD             NGS
 CC0522  HISTORY     - 1981     GOOD             NGS
 CC0522
 CC0522                          STATION DESCRIPTION
 CC0522
 CC0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0522'8.5 MI N FROM PECOS.
 CC0522'8.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0522'STATION AT PECOS, 132.1 FEET NORTH OF BENCH MARK T 1065, 110 FEET EAST
 CC0522'OF A SECTION OF VERTICAL RAIL WHICH WAS FORMERLY MILEPOST 263, 97 FEET
 CC0522'EAST OF THE EAST RAIL, 15 FEET EAST OF THE CENTER LINE OF A GRAVELED
 CC0522'ROAD, 10 FEET NORTH OF THE CENTER OF A WIRE GATE, ON THE TOP OF A
 CC0522'VERTICAL SECTION OF RAIL WHICH PROJECTS 1.7 FEET ABOVE THE GROUND.
 CC0522
 CC0522                          STATION RECOVERY (1981)
 CC0522
 CC0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0522'13.4 KM (8.3 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0522'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0522'PECOS, 0.2 KM (0.15 MI) NORTH OF A GRAVELED ROAD CROSSING, IN THE
 CC0522'TOP OF A TWO FOOT HIGH VERTICAL RAIL, AT A CHISELED CROSS ON THE
 CC0522'SOUTHWEST CORNER OF THE RAIL, 40.2 METERS (132.0 FT) NORTH OF BENCH
 CC0522'MARK T 1065, 39.0 METERS (128.0 FT) NORTH OF UTILITY POLE NUMBER
 CC0522'36 15, 32.0 METERS (105.0 FT) EAST OF MILE POST 263, 29.6 METERS
 CC0522'(97.0 FT) EAST OF THE NEAR RAIL, 4.6 METERS (15.0 FT) EAST OF THE
 CC0522'CENTER OF A GRAVELED TRACK ROAD, AND 1.5 METERS (5.0 FT) SOUTHWEST
 CC0522'OF A FENCE CORNER.  NOTE=THIS MARK WILL BE SPURRED FOR HISTORICAL
 CC0522'DATA.
 CC0522'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0619 ***********************************************************************
 AB0619  DESIGNATION -  E 22
 AB0619  PID         -  AB0619
 AB0619  STATE/COUNTY-  TX/CAMERON
 AB0619  USGS QUAD   -  RIO HONDO (1980)
 AB0619
 AB0619                         *CURRENT SURVEY CONTROL
 AB0619  ___________________________________________________________________
 AB0619* NAD 83(1986)-  26 13 55.     (N)    097 34 07.     (W)     SCALED    
 AB0619* NAVD 88     -         8.782  (meters)      28.81   (feet)  ADJUSTED  
 AB0619  ___________________________________________________________________
 AB0619  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 AB0619  DYNAMIC HT  -           8.768 (meters)      28.77  (feet)  COMP
 AB0619  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 AB0619
 AB0619  VERT ORDER  -  SECOND    CLASS 0
 AB0619
 AB0619.The horizontal coordinates were scaled from a topographic map and have
 AB0619.an estimated accuracy of +/- 6 seconds.
 AB0619
 AB0619.The orthometric height was determined by differential leveling
 AB0619.and adjusted by the National Geodetic Survey in June 1991..
 AB0619
 AB0619.The geoid height was determined by GEOID03.
 AB0619
 AB0619.The dynamic height is computed by dividing the NAVD 88
 AB0619.geopotential number by the normal gravity value computed on the
 AB0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0619.degrees latitude (g = 980.6199 gals.).
 AB0619
 AB0619.The modeled gravity was interpolated from observed gravity values.
 AB0619
 AB0619;                    North         East    Units  Estimated Accuracy
 AB0619;SPC TX S     - 5,062,970.      393,060.      MT  (+/- 180 meters Scaled)
 AB0619
 AB0619                          SUPERSEDED SURVEY CONTROL
 AB0619
 AB0619  NGVD 29 (??/??/92)    8.880  (m)           29.13   (f) ADJ UNCH    2 0
 AB0619
 AB0619.Superseded values are not recommended for survey control.
 AB0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0619.See file dsdata.txt to determine how the superseded data were derived.
 AB0619
 AB0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ429021(NAD 83)
 AB0619_MARKER: DD = SURVEY DISK
 AB0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0619_SP_SET: CULVERT
 AB0619_STAMPING: E 22 28.87
 AB0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0619
 AB0619  HISTORY     - Date     Condition        Report By
 AB0619  HISTORY     - UNK      MONUMENTED
 AB0619  HISTORY     - 1942     GOOD             NGS
 AB0619  HISTORY     - 1987     GOOD             USPSQD
 AB0619  HISTORY     - 1988     GOOD             USPSQD
 AB0619  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 AB0619
 AB0619                          STATION DESCRIPTION
 AB0619
 AB0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0619'0.9 MI E FROM RIO HONDO.
 AB0619'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0619'HONDO, CAMERON COUNTY, AT A T-ROAD JUNCTION, 150 FEET SOUTH OF A
 AB0619'CURVE, 51 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 15
 AB0619'FEET WEST OF AND 1.5 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY,
 AB0619'AT A CONCRETE CULVERT UNDER THE HIGHWAY, AND IN THE CENTER OF THE WEST
 AB0619'HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED E 22 28.87.
 AB0619
 AB0619                          STATION RECOVERY (1987)
 AB0619
 AB0619'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0619'RECOVERED IN GOOD CONDITION.
 AB0619
 AB0619                          STATION RECOVERY (1988)
 AB0619
 AB0619'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0619'RECOVERED IN GOOD CONDITION.
 AB0619
 AB0619                          STATION RECOVERY (2004)
 AB0619
 AB0619'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGR)
 AB0619'HIGH SCHOOL BUILDING IS NOW THE RIO HONDO INTERMEDIATE SCHOOL.  ROAD
 AB0619'HAS BEEN WIDENED, IS A THROUGH HWY IN BOTH DIRECTIONS AND HAS MODERN
 AB0619'SUBSURFACE DRAINAGE, NO CULVERTS AND HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1096 ***********************************************************************
 AY1096  DESIGNATION -  E 220
 AY1096  PID         -  AY1096
 AY1096  STATE/COUNTY-  TX/KENDALL
 AY1096  USGS QUAD   -  COMFORT (1982)
 AY1096
 AY1096                         *CURRENT SURVEY CONTROL
 AY1096  ___________________________________________________________________
 AY1096* NAD 83(1986)-  29 58 02.     (N)    098 52 51.     (W)     SCALED    
 AY1096* NAVD 88     -       428.764  (meters)    1406.70   (feet)  ADJUSTED  
 AY1096  ___________________________________________________________________
 AY1096  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AY1096  DYNAMIC HT  -         428.155 (meters)    1404.71  (feet)  COMP
 AY1096  MODELED GRAV-     979,209.1   (mgal)                       NAVD 88
 AY1096
 AY1096  VERT ORDER  -  SECOND    CLASS 0
 AY1096
 AY1096.The horizontal coordinates were scaled from a topographic map and have
 AY1096.an estimated accuracy of +/- 6 seconds.
 AY1096
 AY1096.The orthometric height was determined by differential leveling
 AY1096.and adjusted by the National Geodetic Survey in June 1991..
 AY1096
 AY1096.The geoid height was determined by GEOID03.
 AY1096
 AY1096.The dynamic height is computed by dividing the NAVD 88
 AY1096.geopotential number by the normal gravity value computed on the
 AY1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1096.degrees latitude (g = 980.6199 gals.).
 AY1096
 AY1096.The modeled gravity was interpolated from observed gravity values.
 AY1096
 AY1096;                    North         East    Units  Estimated Accuracy
 AY1096;SPC TXSC     - 4,236,500.      611,500.      MT  (+/- 180 meters Scaled)
 AY1096
 AY1096                          SUPERSEDED SURVEY CONTROL
 AY1096
 AY1096  NGVD 29 (??/??/92)  428.702  (m)         1406.50   (f) ADJ UNCH    2 0
 AY1096
 AY1096.Superseded values are not recommended for survey control.
 AY1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1096.See file dsdata.txt to determine how the superseded data were derived.
 AY1096
 AY1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU114151(NAD 83)
 AY1096_MARKER: DB = BENCH MARK DISK
 AY1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1096_STAMPING: E-220 1934
 AY1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1096+STABILITY: SURFACE MOTION
 AY1096
 AY1096  HISTORY     - Date     Condition        Report By
 AY1096  HISTORY     - 1934     MONUMENTED       CGS
 AY1096  HISTORY     - 1953     GOOD             NGS
 AY1096  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1096  HISTORY     - 19940309 MARK NOT FOUND   USPSQD
 AY1096
 AY1096                          STATION DESCRIPTION
 AY1096
 AY1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AY1096'2.0 MI NE FROM COMFORT.
 AY1096'ABOUT 2.0 MILES NE OF AND ALONG THE SOU. PACIFIC R. R. 75 FT. W OF
 AY1096'MILE POST 288.  45 FT. S OF TRACK.  10 FT. E OF TELEPHONE POLE AND IN
 AY1096'SW CORNER OF A ROAD CROSSING.  (FARM).
 AY1096
 AY1096                          STATION RECOVERY (1953)
 AY1096
 AY1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1096'RECOVERED IN GOOD CONDITION.
 AY1096
 AY1096                          STATION RECOVERY (1982)
 AY1096
 AY1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1096'NOT SEARCHED FOR, INACCESSIBLE.
 AY1096
 AY1096                          STATION RECOVERY (1994)
 AY1096
 AY1096'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0046 ***********************************************************************
 BO0046  DESIGNATION -  E 221
 BO0046  PID         -  BO0046
 BO0046  STATE/COUNTY-  TX/EDWARDS
 BO0046  USGS QUAD   -  DEVILS SINKHOLE (1987)
 BO0046
 BO0046                         *CURRENT SURVEY CONTROL
 BO0046  ___________________________________________________________________
 BO0046* NAD 83(1986)-  30 04 36.     (N)    100 00 20.     (W)     SCALED    
 BO0046* NAVD 88     -       723.750  (meters)    2374.50   (feet)  ADJUSTED  
 BO0046  ___________________________________________________________________
 BO0046  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BO0046  DYNAMIC HT  -         722.684 (meters)    2371.01  (feet)  COMP
 BO0046  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 BO0046
 BO0046  VERT ORDER  -  SECOND    CLASS 0
 BO0046
 BO0046.The horizontal coordinates were scaled from a topographic map and have
 BO0046.an estimated accuracy of +/- 6 seconds.
 BO0046
 BO0046.The orthometric height was determined by differential leveling
 BO0046.and adjusted by the National Geodetic Survey in June 1991..
 BO0046
 BO0046.The geoid height was determined by GEOID03.
 BO0046
 BO0046.The dynamic height is computed by dividing the NAVD 88
 BO0046.geopotential number by the normal gravity value computed on the
 BO0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0046.degrees latitude (g = 980.6199 gals.).
 BO0046
 BO0046.The modeled gravity was interpolated from observed gravity values.
 BO0046
 BO0046;                    North         East    Units  Estimated Accuracy
 BO0046;SPC TXSC     - 4,249,040.      503,060.      MT  (+/- 180 meters Scaled)
 BO0046
 BO0046                          SUPERSEDED SURVEY CONTROL
 BO0046
 BO0046  NGVD 29 (??/??/92)  723.682  (m)         2374.28   (f) ADJ UNCH    2 0
 BO0046
 BO0046.Superseded values are not recommended for survey control.
 BO0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0046.See file dsdata.txt to determine how the superseded data were derived.
 BO0046
 BO0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU030277(NAD 83)
 BO0046_MARKER: DB = BENCH MARK DISK
 BO0046_SETTING: 66 = SET IN ROCK OUTCROP
 BO0046_SP_SET: OUTCROP
 BO0046_STAMPING: E-221 1934
 BO0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0046+STABILITY: POSITION/ELEVATION WELL
 BO0046
 BO0046  HISTORY     - Date     Condition        Report By
 BO0046  HISTORY     - 1934     MONUMENTED       CGS
 BO0046  HISTORY     - 1971     GOOD             USGS
 BO0046  HISTORY     - 1981     MARK NOT FOUND   NGS
 BO0046
 BO0046                          STATION DESCRIPTION
 BO0046
 BO0046'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0046'14.8 MI NE FROM ROCK SPRINGS.
 BO0046'FROM THE JUNCTION OF HIGHWAYS US 377 AND TEAS 55 AT THE EAST EDGE OF
 BO0046'ROCKSPRINGS, PROCEED NORTH ALONG US 377 FOR 7.9 MILES TO JUNCTION US
 BO0046'377 AND TEXAS 41, THENCE EAST ALONG TEXAS 41 FOR 6.9 MILES TO BM ON
 BO0046'RIGHT.  BM IS 0.4 MILES EAST OF RANCH ROAD NORTH, 65 FEET EAST AND 103
 BO0046'FEET SOUTH OF CENTERLINE OF HIGHWAY AT A CULVERT AND BETWEEN 2 TREES.
 BO0046'A STANDARD TABLET SET IN A FLAT ROCK OUTCROP.
 BO0046
 BO0046                          STATION RECOVERY (1981)
 BO0046
 BO0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0139 ***********************************************************************
 BO0139  DESIGNATION -  E 222
 BO0139  PID         -  BO0139
 BO0139  STATE/COUNTY-  TX/SCHLEICHER
 BO0139  USGS QUAD   -  ELDORADO (1982)
 BO0139
 BO0139                         *CURRENT SURVEY CONTROL
 BO0139  ___________________________________________________________________
 BO0139* NAD 83(1986)-  30 45 30.     (N)    100 37 18.     (W)     SCALED    
 BO0139* NAVD 88     -       731.815  (meters)    2400.96   (feet)  ADJUSTED  
 BO0139  ___________________________________________________________________
 BO0139  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BO0139  DYNAMIC HT  -         730.758 (meters)    2397.50  (feet)  COMP
 BO0139  MODELED GRAV-     979,173.0   (mgal)                       NAVD 88
 BO0139
 BO0139  VERT ORDER  -  SECOND    CLASS 0
 BO0139
 BO0139.The horizontal coordinates were scaled from a topographic map and have
 BO0139.an estimated accuracy of +/- 6 seconds.
 BO0139
 BO0139.The orthometric height was determined by differential leveling
 BO0139.and adjusted by the National Geodetic Survey in June 1991..
 BO0139
 BO0139.The geoid height was determined by GEOID03.
 BO0139
 BO0139.The dynamic height is computed by dividing the NAVD 88
 BO0139.geopotential number by the normal gravity value computed on the
 BO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0139.degrees latitude (g = 980.6199 gals.).
 BO0139
 BO0139.The modeled gravity was interpolated from observed gravity values.
 BO0139
 BO0139;                    North         East    Units  Estimated Accuracy
 BO0139;SPC TX C     - 3,121,050.      672,400.      MT  (+/- 180 meters Scaled)
 BO0139
 BO0139                          SUPERSEDED SURVEY CONTROL
 BO0139
 BO0139  NGVD 29 (??/??/92)  731.612  (m)         2400.30   (f) ADJ UNCH    2 0
 BO0139
 BO0139.Superseded values are not recommended for survey control.
 BO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0139.See file dsdata.txt to determine how the superseded data were derived.
 BO0139
 BO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV447039(NAD 83)
 BO0139_MARKER: DB = BENCH MARK DISK
 BO0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0139_STAMPING: 2400.297 E 222 1934
 BO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0139+STABILITY: SURFACE MOTION
 BO0139
 BO0139  HISTORY     - Date     Condition        Report By
 BO0139  HISTORY     - 1934     MONUMENTED       CGS
 BO0139  HISTORY     - 1964     MARK NOT FOUND   USGS
 BO0139
 BO0139                          STATION DESCRIPTION
 BO0139
 BO0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0139'7.5 MI S FROM ELDORADO.
 BO0139'7.5 MILES SOUTH ALONG U.S. HIGHWAY 277 FROM ELDORADO, 45 FEET SOUTH OF
 BO0139'A PRIVATE-RANCH-ROAD LEADING WEST, 39 FEET WEST OF THE CENTERLINE OF
 BO0139'THE HIGHWAY, AND 5 FEET WEST OF THE RIGHT-OF-WAY FENCE. A STANDARD
 BO0139'DISK, STAMPED 2400.297 E 222 1934 AND SET IN THE TOP OF A CONCRETE
 BO0139'POST.  NOTE-- APPARENTLY THE HIGHWAY HAS BEEN WIDENED AS 39 FEET WEST
 BO0139'OF THE CENTERLINE IS A POINT ABOUT 5 TO 7 FEET EAST OF THE
 BO0139'RIGHT-OF-WAY FENCE AND IN A GRADED DITCH.
 BO0139
 BO0139                          STATION RECOVERY (1964)
 BO0139
 BO0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BO0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0196 ***********************************************************************
 CB0196  DESIGNATION -  E 223
 CB0196  PID         -  CB0196
 CB0196  STATE/COUNTY-  TX/IRION
 CB0196  USGS QUAD   -  NOELKE (1987)
 CB0196
 CB0196                         *CURRENT SURVEY CONTROL
 CB0196  ___________________________________________________________________
 CB0196* NAD 83(1986)-  31 08 42.     (N)    100 55 58.     (W)     SCALED    
 CB0196* NAVD 88     -       715.051  (meters)    2345.96   (feet)  ADJUSTED  
 CB0196  ___________________________________________________________________
 CB0196  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CB0196  DYNAMIC HT  -         714.037 (meters)    2342.64  (feet)  COMP
 CB0196  MODELED GRAV-     979,199.1   (mgal)                       NAVD 88
 CB0196
 CB0196  VERT ORDER  -  FIRST     CLASS II
 CB0196
 CB0196.The horizontal coordinates were scaled from a topographic map and have
 CB0196.an estimated accuracy of +/- 6 seconds.
 CB0196
 CB0196.The orthometric height was determined by differential leveling
 CB0196.and adjusted by the National Geodetic Survey in June 1991..
 CB0196
 CB0196.The geoid height was determined by GEOID03.
 CB0196
 CB0196.The dynamic height is computed by dividing the NAVD 88
 CB0196.geopotential number by the normal gravity value computed on the
 CB0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0196.degrees latitude (g = 980.6199 gals.).
 CB0196
 CB0196.The modeled gravity was interpolated from observed gravity values.
 CB0196
 CB0196;                    North         East    Units  Estimated Accuracy
 CB0196;SPC TX C     - 3,164,040.      642,840.      MT  (+/- 180 meters Scaled)
 CB0196
 CB0196                          SUPERSEDED SURVEY CONTROL
 CB0196
 CB0196  NGVD 29 (??/??/92)  714.836  (m)         2345.26   (f) ADJ UNCH    1 2
 CB0196
 CB0196.Superseded values are not recommended for survey control.
 CB0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0196.See file dsdata.txt to determine how the superseded data were derived.
 CB0196
 CB0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV157472(NAD 83)
 CB0196_MARKER: DB = BENCH MARK DISK
 CB0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0196_SP_SET: CULVERT
 CB0196_STAMPING: E-223 1934
 CB0196_MARK LOGO: CGS   
 CB0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0196
 CB0196  HISTORY     - Date     Condition        Report By
 CB0196  HISTORY     - 1934     MONUMENTED       CGS
 CB0196  HISTORY     - 1940     GOOD             NGS
 CB0196  HISTORY     - 1981     GOOD             NGS
 CB0196
 CB0196                          STATION DESCRIPTION
 CB0196
 CB0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0196'10.8 MI SW FROM MERTZON.
 CB0196'10.8 MILES SW OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.6 MILE SW OF
 CB0196'MILE POST 756 AND 0.2 MILE SW OF W SWITCH AT NOELKE.  DISK IS SET IN
 CB0196'CONCRETE WING WALL AT N CORNER OF BRIDGE 756.6.
 CB0196
 CB0196                          STATION RECOVERY (1940)
 CB0196
 CB0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0196'RECOVERED IN GOOD CONDITION.
 CB0196
 CB0196                          STATION RECOVERY (1981)
 CB0196
 CB0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0196'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0196'MERTZON, THENCE 11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY
 CB0196'67, THENCE 6.2 KM (3.85 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA
 CB0196'AND SANTA FE RAILROAD, 1.0 KM (0.6 MI) SOUTHWEST OF MILEPOST 756, IN
 CB0196'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A
 CB0196'RAILROAD BRIDGE, 23.2 METERS (76.1 FT) SOUTHEAST OF THE CENTER OF A
 CB0196'DIRT ROAD AND 1.7 METERS (5.6 FT) NORTHWEST OF THE NEAR RAIL.
 CB0196'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0393 ***********************************************************************
 BO0393  DESIGNATION -  E 224
 BO0393  PID         -  BO0393
 BO0393  STATE/COUNTY-  TX/PECOS
 BO0393  USGS QUAD   -  DEER CANYON (1967)
 BO0393
 BO0393                         *CURRENT SURVEY CONTROL
 BO0393  ___________________________________________________________________
 BO0393* NAD 83(1986)-  30 45 59.     (N)    101 50 24.     (W)     SCALED    
 BO0393* NAVD 88     -       646.692  (meters)    2121.69   (feet)  ADJUSTED  
 BO0393  ___________________________________________________________________
 BO0393  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0393  DYNAMIC HT  -         645.750 (meters)    2118.60  (feet)  COMP
 BO0393  MODELED GRAV-     979,164.7   (mgal)                       NAVD 88
 BO0393
 BO0393  VERT ORDER  -  SECOND    CLASS 0
 BO0393
 BO0393.The horizontal coordinates were scaled from a topographic map and have
 BO0393.an estimated accuracy of +/- 6 seconds.
 BO0393
 BO0393.The orthometric height was determined by differential leveling
 BO0393.and adjusted by the National Geodetic Survey in June 1991..
 BO0393
 BO0393.The geoid height was determined by GEOID03.
 BO0393
 BO0393.The dynamic height is computed by dividing the NAVD 88
 BO0393.geopotential number by the normal gravity value computed on the
 BO0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0393.degrees latitude (g = 980.6199 gals.).
 BO0393
 BO0393.The modeled gravity was interpolated from observed gravity values.
 BO0393
 BO0393;                    North         East    Units  Estimated Accuracy
 BO0393;SPC TX C     - 3,122,890.      555,780.      MT  (+/- 180 meters Scaled)
 BO0393
 BO0393                          SUPERSEDED SURVEY CONTROL
 BO0393
 BO0393  NGVD 29 (??/??/92)  646.475  (m)         2120.98   (f) ADJ UNCH    2 0
 BO0393
 BO0393.Superseded values are not recommended for survey control.
 BO0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0393.See file dsdata.txt to determine how the superseded data were derived.
 BO0393
 BO0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV281071(NAD 83)
 BO0393_MARKER: DB = BENCH MARK DISK
 BO0393_SETTING: 66 = SET IN ROCK OUTCROP
 BO0393_SP_SET: OUTCROP
 BO0393_STAMPING: 2120.977 E 224 1934
 BO0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0393+STABILITY: POSITION/ELEVATION WELL
 BO0393
 BO0393  HISTORY     - Date     Condition        Report By
 BO0393  HISTORY     - 1934     MONUMENTED       CGS
 BO0393  HISTORY     - 1967     GOOD             USGS
 BO0393
 BO0393                          STATION DESCRIPTION
 BO0393
 BO0393'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BO0393'4.1 MI NW FROM SHEFFIELD.
 BO0393'4.1 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE IN
 BO0393'SHEFFIELD TO THE JUNCTION OF TEXAS 349.  THEN 1.8 MILES NORTH OF THE
 BO0393'JUNCTION ALONG TEXAS 349, 70 FEET WEST OF THE CENTERLINE OF THE
 BO0393'HIGHWAY AND LEVEL WITH THE HIGHWAY, BETWEEN 2 CEDAR TREES, MARKED WITH
 BO0393'A HALF-CIRCLE OF ROCKS, IN THE TOP OF A ROCK OUTCROP LEVEL WITH THE
 BO0393'GROUND.  A STANDARD DISK, STAMPED 2120.977 E 224 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0138 ***********************************************************************
 CC0138  DESIGNATION -  E 226
 CC0138  PID         -  CC0138
 CC0138  STATE/COUNTY-  TX/CRANE
 CC0138  USGS QUAD   -  CASTLE GAP (1974)
 CC0138
 CC0138                         *CURRENT SURVEY CONTROL
 CC0138  ___________________________________________________________________
 CC0138* NAD 83(1986)-  31 20 19.     (N)    102 20 57.     (W)     SCALED    
 CC0138* NAVD 88     -       800.926  (meters)    2627.70   (feet)  ADJUSTED  
 CC0138  ___________________________________________________________________
 CC0138  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 CC0138  DYNAMIC HT  -         799.779 (meters)    2623.94  (feet)  COMP
 CC0138  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 CC0138
 CC0138  VERT ORDER  -  SECOND    CLASS 0
 CC0138
 CC0138.The horizontal coordinates were scaled from a topographic map and have
 CC0138.an estimated accuracy of +/- 6 seconds.
 CC0138
 CC0138.The orthometric height was determined by differential leveling
 CC0138.and adjusted by the National Geodetic Survey in June 1991..
 CC0138
 CC0138.The geoid height was determined by GEOID03.
 CC0138
 CC0138.The dynamic height is computed by dividing the NAVD 88
 CC0138.geopotential number by the normal gravity value computed on the
 CC0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0138.degrees latitude (g = 980.6199 gals.).
 CC0138
 CC0138.The modeled gravity was interpolated from observed gravity values.
 CC0138
 CC0138;                    North         East    Units  Estimated Accuracy
 CC0138;SPC TX C     - 3,187,080.      508,190.      MT  (+/- 180 meters Scaled)
 CC0138
 CC0138                          SUPERSEDED SURVEY CONTROL
 CC0138
 CC0138  NGVD 29 (??/??/92)  800.59   (m)         2626.6    (f) COMPUTED    2 0
 CC0138
 CC0138.Superseded values are not recommended for survey control.
 CC0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0138.See file dsdata.txt to determine how the superseded data were derived.
 CC0138
 CC0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ522701(NAD 83)
 CC0138_MARKER: DB = BENCH MARK DISK
 CC0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0138_SP_SET: CULVERT
 CC0138_STAMPING: E-226 1934
 CC0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0138
 CC0138  HISTORY     - Date     Condition        Report By
 CC0138  HISTORY     - 1934     MONUMENTED       CGS
 CC0138  HISTORY     - 1955     MARK NOT FOUND   TXHD
 CC0138
 CC0138                          STATION DESCRIPTION
 CC0138
 CC0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0138'4.0 MI S FROM CRANE.
 CC0138'4.0 MILES S OF AND ALONG STATE HWY NO. 137 17 FT. W OF CENTER OF
 CC0138'HIGHWAY, SET IN W HEAD WALL OF 3 SECTION CONCRETE HIGHWAY CULVERT.
 CC0138
 CC0138                          STATION RECOVERY (1955)
 CC0138
 CC0138'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955
 CC0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0224 ***********************************************************************
 FL0224  DESIGNATION -  E 227
 FL0224  PID         -  FL0224
 FL0224  STATE/COUNTY-  TX/WHEELER
 FL0224  USGS QUAD   -  SPRING CREEK (1962)
 FL0224
 FL0224                         *CURRENT SURVEY CONTROL
 FL0224  ___________________________________________________________________
 FL0224* NAD 83(1986)-  35 22 40.     (N)    100 24 26.     (W)     SCALED    
 FL0224* NAVD 88     -       723.965  (meters)    2375.21   (feet)  ADJUSTED  
 FL0224  ___________________________________________________________________
 FL0224  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0224  DYNAMIC HT  -         723.201 (meters)    2372.70  (feet)  COMP
 FL0224  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 FL0224
 FL0224  VERT ORDER  -  SECOND    CLASS 0
 FL0224
 FL0224.The horizontal coordinates were scaled from a topographic map and have
 FL0224.an estimated accuracy of +/- 6 seconds.
 FL0224
 FL0224.The orthometric height was determined by differential leveling
 FL0224.and adjusted by the National Geodetic Survey in June 1991..
 FL0224
 FL0224.The geoid height was determined by GEOID03.
 FL0224
 FL0224.The dynamic height is computed by dividing the NAVD 88
 FL0224.geopotential number by the normal gravity value computed on the
 FL0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0224.degrees latitude (g = 980.6199 gals.).
 FL0224
 FL0224.The modeled gravity was interpolated from observed gravity values.
 FL0224
 FL0224;                    North         East    Units  Estimated Accuracy
 FL0224;SPC TX N     - 1,153,400.      299,290.      MT  (+/- 180 meters Scaled)
 FL0224
 FL0224                          SUPERSEDED SURVEY CONTROL
 FL0224
 FL0224  NGVD 29 (??/??/92)  723.634  (m)         2374.12   (f) ADJ UNCH    2 0
 FL0224
 FL0224.Superseded values are not recommended for survey control.
 FL0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0224.See file dsdata.txt to determine how the superseded data were derived.
 FL0224
 FL0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE721158(NAD 83)
 FL0224_MARKER: DB = BENCH MARK DISK
 FL0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0224_STAMPING: E-227 1934
 FL0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0224+STABILITY: SURFACE MOTION
 FL0224
 FL0224  HISTORY     - Date     Condition        Report By
 FL0224  HISTORY     - 1934     MONUMENTED       CGS
 FL0224  HISTORY     - 1961     MARK NOT FOUND   USGS
 FL0224
 FL0224                          STATION DESCRIPTION
 FL0224
 FL0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0224'2.0 MI NW FROM MAGIC CITY.
 FL0224'2.0 MILES NW OF AND ALONG THE F.W. AND D.R.R. 0.1 MILE E OF MILE POST
 FL0224'N-294.  2 RAIL LENGTHS W OF FARM HOUSE ROAD CROSSING.  150 FT. NW OF
 FL0224'WINDMILL.  55 FT. S OF CENTER OF TRACKS.
 FL0224
 FL0224                          STATION RECOVERY (1961)
 FL0224
 FL0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FL0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1142 ***********************************************************************
 FL1142  DESIGNATION -  E 228
 FL1142  PID         -  FL1142
 FL1142  STATE/COUNTY-  TX/POTTER
 FL1142  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1142
 FL1142                         *CURRENT SURVEY CONTROL
 FL1142  ___________________________________________________________________
 FL1142* NAD 83(1986)-  35 17 29.     (N)    101 48 33.     (W)     SCALED    
 FL1142* NAVD 88     -      1051.521  (meters)    3449.87   (feet)  ADJUSTED  
 FL1142  ___________________________________________________________________
 FL1142  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL1142  DYNAMIC HT  -        1050.280 (meters)    3445.79  (feet)  COMP
 FL1142  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 FL1142
 FL1142  VERT ORDER  -  SECOND    CLASS 0
 FL1142
 FL1142.The horizontal coordinates were scaled from a topographic map and have
 FL1142.an estimated accuracy of +/- 6 seconds.
 FL1142
 FL1142.The orthometric height was determined by differential leveling
 FL1142.and adjusted by the National Geodetic Survey in June 1991..
 FL1142
 FL1142.The geoid height was determined by GEOID03.
 FL1142
 FL1142.The dynamic height is computed by dividing the NAVD 88
 FL1142.geopotential number by the normal gravity value computed on the
 FL1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1142.degrees latitude (g = 980.6199 gals.).
 FL1142
 FL1142.The modeled gravity was interpolated from observed gravity values.
 FL1142
 FL1142;                    North         East    Units  Estimated Accuracy
 FL1142;SPC TX N     - 1,143,310.      171,880.      MT  (+/- 180 meters Scaled)
 FL1142
 FL1142                          SUPERSEDED SURVEY CONTROL
 FL1142
 FL1142  NGVD 29 (??/??/92) 1051.015  (m)         3448.20   (f) ADJ UNCH    2 0
 FL1142
 FL1142.Superseded values are not recommended for survey control.
 FL1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1142.See file dsdata.txt to determine how the superseded data were derived.
 FL1142
 FL1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE445089(NAD 83)
 FL1142_MARKER: DB = BENCH MARK DISK
 FL1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1142_STAMPING: E-228 1934
 FL1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1142+STABILITY: SURFACE MOTION
 FL1142
 FL1142  HISTORY     - Date     Condition        Report By
 FL1142  HISTORY     - 1934     MONUMENTED       CGS
 FL1142
 FL1142                          STATION DESCRIPTION
 FL1142
 FL1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1142'7.8 MI N FROM AMARILLO.
 FL1142'7.8 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1142'AMARILLO, POTTER COUNTY, 0.5 MILE SOUTH OF MILEPOST 7, 82 FEET EAST OF
 FL1142'THE CENTER LINE OF THE TRACK, AT A JOG IN THE RIGHT-OF-WAY FENCE, 6
 FL1142'FEET EAST OF THE NORTH-AND-SOUTH FENCE, AND 5 FEET NORTH OF THE
 FL1142'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED E 228 1934 AND SET IN
 FL1142'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1383 ***********************************************************************
 FL1383  DESIGNATION -  E 229
 FL1383  PID         -  FL1383
 FL1383  STATE/COUNTY-  TX/HUTCHINSON
 FL1383  USGS QUAD   -  CAMP CREEK (1974)
 FL1383
 FL1383                         *CURRENT SURVEY CONTROL
 FL1383  ___________________________________________________________________
 FL1383* NAD 83(1986)-  35 50 42.     (N)    101 35 15.     (W)     SCALED    
 FL1383* NAVD 88     -      1026.120  (meters)    3366.53   (feet)  ADJUSTED  
 FL1383  ___________________________________________________________________
 FL1383  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 FL1383  DYNAMIC HT  -        1024.957 (meters)    3362.71  (feet)  COMP
 FL1383  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 FL1383
 FL1383  VERT ORDER  -  SECOND    CLASS 0
 FL1383
 FL1383.The horizontal coordinates were scaled from a topographic map and have
 FL1383.an estimated accuracy of +/- 6 seconds.
 FL1383
 FL1383.The orthometric height was determined by differential leveling
 FL1383.and adjusted by the National Geodetic Survey in June 1991..
 FL1383
 FL1383.The geoid height was determined by GEOID03.
 FL1383
 FL1383.The dynamic height is computed by dividing the NAVD 88
 FL1383.geopotential number by the normal gravity value computed on the
 FL1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1383.degrees latitude (g = 980.6199 gals.).
 FL1383
 FL1383.The modeled gravity was interpolated from observed gravity values.
 FL1383
 FL1383;                    North         East    Units  Estimated Accuracy
 FL1383;SPC TX N     - 1,204,680.      192,100.      MT  (+/- 180 meters Scaled)
 FL1383
 FL1383                          SUPERSEDED SURVEY CONTROL
 FL1383
 FL1383  NGVD 29 (??/??/92) 1025.631  (m)         3364.92   (f) ADJ UNCH    2 0
 FL1383
 FL1383.Superseded values are not recommended for survey control.
 FL1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1383.See file dsdata.txt to determine how the superseded data were derived.
 FL1383
 FL1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE663698(NAD 83)
 FL1383_MARKER: DB = BENCH MARK DISK
 FL1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1383_STAMPING: E-229 1934
 FL1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1383+STABILITY: SURFACE MOTION
 FL1383
 FL1383  HISTORY     - Date     Condition        Report By
 FL1383  HISTORY     - 1934     MONUMENTED       CGS
 FL1383  HISTORY     - 1975     MARK NOT FOUND   USGS
 FL1383
 FL1383                          STATION DESCRIPTION
 FL1383
 FL1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1383'9.1 MI W FROM STINNETT.
 FL1383'9.1 MILES W OF AND ALONG DUMAS-STINNETT HWY 33 FT. S OF CENTER OF
 FL1383'HIGHWAY AND 16 FEET E OF A T FENCE RUNNING S.
 FL1383
 FL1383                          STATION RECOVERY (1975)
 FL1383
 FL1383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FL1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0603 ***********************************************************************
 AB0603  DESIGNATION -  E 23
 AB0603  PID         -  AB0603
 AB0603  STATE/COUNTY-  TX/CAMERON
 AB0603  USGS QUAD   -  RIO HONDO (1980)
 AB0603
 AB0603                         *CURRENT SURVEY CONTROL
 AB0603  ___________________________________________________________________
 AB0603* NAD 83(1986)-  26 14 02.     (N)    097 34 19.     (W)     SCALED    
 AB0603* NAVD 88     -         8.974  (meters)      29.44   (feet)  ADJUSTED  
 AB0603  ___________________________________________________________________
 AB0603  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AB0603  DYNAMIC HT  -           8.960 (meters)      29.40  (feet)  COMP
 AB0603  MODELED GRAV-     979,046.6   (mgal)                       NAVD 88
 AB0603
 AB0603  VERT ORDER  -  SECOND    CLASS 0
 AB0603
 AB0603.The horizontal coordinates were scaled from a topographic map and have
 AB0603.an estimated accuracy of +/- 6 seconds.
 AB0603
 AB0603.The orthometric height was determined by differential leveling
 AB0603.and adjusted by the National Geodetic Survey in June 1991..
 AB0603
 AB0603.The geoid height was determined by GEOID03.
 AB0603
 AB0603.The dynamic height is computed by dividing the NAVD 88
 AB0603.geopotential number by the normal gravity value computed on the
 AB0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0603.degrees latitude (g = 980.6199 gals.).
 AB0603
 AB0603.The modeled gravity was interpolated from observed gravity values.
 AB0603
 AB0603;                    North         East    Units  Estimated Accuracy
 AB0603;SPC TX S     - 5,063,190.      392,730.      MT  (+/- 180 meters Scaled)
 AB0603
 AB0603                          SUPERSEDED SURVEY CONTROL
 AB0603
 AB0603  NGVD 29 (??/??/92)    9.073  (m)           29.77   (f) ADJ UNCH    2 0
 AB0603
 AB0603.Superseded values are not recommended for survey control.
 AB0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0603.See file dsdata.txt to determine how the superseded data were derived.
 AB0603
 AB0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ426023(NAD 83)
 AB0603_MARKER: DD = SURVEY DISK
 AB0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0603_SP_SET: SYPHON
 AB0603_STAMPING: E 23 29.51
 AB0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0603
 AB0603  HISTORY     - Date     Condition        Report By
 AB0603  HISTORY     - UNK      MONUMENTED
 AB0603  HISTORY     - 1942     GOOD             NGS
 AB0603
 AB0603                          STATION DESCRIPTION
 AB0603
 AB0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0603'0.6 MI E FROM RIO HONDO.
 AB0603'TO REACH FROM THE HIGH SCHOOL AT RIO HONDO, PROCEED EASTERLY ON STATE
 AB0603'HIGHWAY NUMBER 345 AND GO 0.6 MILE TO A CONCRETE SYPHON AND SITE OF
 AB0603'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF THE SOUTH
 AB0603'HEADWALL OF THE SYPHON, IT IS 16 FEET SOUTH OF AND ABOUT 3.5 FEET
 AB0603'ABOVE THE CENTERLINE OF THE ROAD.  A CAMERON COUNTY STANDARD DISK,
 AB0603'STAMPED E 23 29.51 AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1749 ***********************************************************************
 AW1749  DESIGNATION -  E 23 TXHD
 AW1749  PID         -  AW1749
 AW1749  STATE/COUNTY-  TX/HARRIS
 AW1749  USGS QUAD   -  PASADENA (1995)
 AW1749
 AW1749                         *CURRENT SURVEY CONTROL
 AW1749  ___________________________________________________________________
 AW1749* NAD 83(1986)-  29 42 44.     (N)    095 09 12.     (W)     SCALED    
 AW1749* NAVD 88     -         8.85   (+/-2cm)      29.0    (feet)  VERTCON   
 AW1749  ___________________________________________________________________
 AW1749  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1749
 AW1749  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1749
 AW1749.The horizontal coordinates were scaled from a topographic map and have
 AW1749.an estimated accuracy of +/- 6 seconds.
 AW1749
 AW1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1749.The vertical order pertains to the NGVD 29 superseded value.
 AW1749
 AW1749.The geoid height was determined by GEOID03.
 AW1749
 AW1749;                    North         East    Units  Estimated Accuracy
 AW1749;SPC TXSC     - 4,214,350.      972,110.      MT  (+/- 180 meters Scaled)
 AW1749
 AW1749                          SUPERSEDED SURVEY CONTROL
 AW1749
 AW1749  NGVD 29 (??/??/92)    8.844  (m)           29.02   (f) ADJ UNCH    1 2
 AW1749
 AW1749.Superseded values are not recommended for survey control.
 AW1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1749.See file dsdata.txt to determine how the superseded data were derived.
 AW1749
 AW1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN916888(NAD 83)
 AW1749_MARKER: DD = SURVEY DISK
 AW1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1749_STAMPING: E 23
 AW1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1749+STABILITY: SURFACE MOTION
 AW1749
 AW1749  HISTORY     - Date     Condition        Report By
 AW1749  HISTORY     - UNK      MONUMENTED       TXHD
 AW1749  HISTORY     - 1973     GOOD             NGS
 AW1749  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW1749  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1749  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1749  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1749  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1749  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1749  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1749  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1749  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1749  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1749  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1749  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1749  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 AW1749  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1749
 AW1749                          STATION DESCRIPTION
 AW1749
 AW1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1749'2.6 MI W FROM DEER PARK.
 AW1749'ABOUT 0.85 MILE NORTH ALONG CENTER ST. FROM THE CITY HALL AT DEER
 AW1749'PARK, THENCE 1.75 MILES WEST ALONG STATE HIGHWAY 225, ABOUT 53 FEET
 AW1749'NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET EAST OF THE EXTENDED
 AW1749'CENTER LINE OF AN ASPHALT ROAD LEADING SOUTH, 19 FEET EAST OF THE
 AW1749'CENTER LINE OF A TRACK ROAD LEADING NORTH, 11.8 FEET SOUTHEAST OF A
 AW1749'BRACE POLE FOR A WARNING SIGNAL LIGHT, AND SET IN THE TOP OF A
 AW1749'CONCRETE POST PROJECTING 2 INCHES.
 AW1749
 AW1749                          STATION RECOVERY (1976)
 AW1749
 AW1749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW1749'MARK NOT FOUND.
 AW1749
 AW1749                          STATION RECOVERY (1978)
 AW1749
 AW1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1749'NOT RECOVERED.
 AW1749
 AW1749                          STATION RECOVERY (1987)
 AW1749
 AW1749'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1749'MARK NOT FOUND.
 AW1749
 AW1749                          STATION RECOVERY (1987)
 AW1749
 AW1749'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1749'MARK NOT FOUND.
 AW1749
 AW1749                          STATION RECOVERY (1987)
 AW1749
 AW1749'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1749'MARK NOT FOUND.
 AW1749
 AW1749                          STATION RECOVERY (1987)
 AW1749
 AW1749'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW1749'MARK NOT FOUND.
 AW1749
 AW1749                          STATION RECOVERY (1987)
 AW1749
 AW1749'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1749'MARK NOT FOUND.
 AW1749
 AW1749                          STATION RECOVERY (1988)
 AW1749
 AW1749'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1749'MARK NOT FOUND.
 AW1749
 AW1749                          STATION RECOVERY (1988)
 AW1749
 AW1749'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1749'MARK NOT FOUND.
 AW1749
 AW1749                          STATION RECOVERY (1989)
 AW1749
 AW1749'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1749'MARK NOT FOUND.
 AW1749
 AW1749                          STATION RECOVERY (1998)
 AW1749
 AW1749'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1749'MARK NOT FOUND.
 AW1749
 AW1749                          STATION RECOVERY (2001)
 AW1749
 AW1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1749'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1749
 AW1749                          STATION RECOVERY (2004)
 AW1749
 AW1749'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1749'MARK NOT FOUND.
 AW1749
 AW1749                          STATION RECOVERY (2005)
 AW1749
 AW1749'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0872 ***********************************************************************
 FL0872  DESIGNATION -  E 230 RESET
 FL0872  PID         -  FL0872
 FL0872  STATE/COUNTY-  TX/CARSON
 FL0872  USGS QUAD   -  LARK (1983)
 FL0872
 FL0872                         *CURRENT SURVEY CONTROL
 FL0872  ___________________________________________________________________
 FL0872* NAD 83(1986)-  35 12 27.     (N)    101 12 04.     (W)     SCALED    
 FL0872* NAVD 88     -      1015.880  (meters)    3332.93   (feet)  ADJUSTED  
 FL0872  ___________________________________________________________________
 FL0872  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL0872  DYNAMIC HT  -        1014.698 (meters)    3329.05  (feet)  COMP
 FL0872  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 FL0872
 FL0872  VERT ORDER  -  FIRST     CLASS II
 FL0872
 FL0872.The horizontal coordinates were scaled from a topographic map and have
 FL0872.an estimated accuracy of +/- 6 seconds.
 FL0872
 FL0872.The orthometric height was determined by differential leveling
 FL0872.and adjusted by the National Geodetic Survey in June 1991..
 FL0872
 FL0872.The geoid height was determined by GEOID03.
 FL0872
 FL0872.The dynamic height is computed by dividing the NAVD 88
 FL0872.geopotential number by the normal gravity value computed on the
 FL0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0872.degrees latitude (g = 980.6199 gals.).
 FL0872
 FL0872.The modeled gravity was interpolated from observed gravity values.
 FL0872
 FL0872;                    North         East    Units  Estimated Accuracy
 FL0872;SPC TX N     - 1,134,000.      227,210.      MT  (+/- 180 meters Scaled)
 FL0872
 FL0872                          SUPERSEDED SURVEY CONTROL
 FL0872
 FL0872  NGVD 29 (??/??/??) 1015.98   (m)         3333.3    (f) RESET       3  
 FL0872
 FL0872.Superseded values are not recommended for survey control.
 FL0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0872.See file dsdata.txt to determine how the superseded data were derived.
 FL0872
 FL0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD996982(NAD 83)
 FL0872_MARKER: DB = BENCH MARK DISK
 FL0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0872_SP_SET: CONCRETE POST
 FL0872_STAMPING: E 230 RESET 1968
 FL0872_MARK LOGO: CGS   
 FL0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0872+STABILITY: SURFACE MOTION
 FL0872
 FL0872  HISTORY     - Date     Condition        Report By
 FL0872  HISTORY     - 1968     MONUMENTED       CGS
 FL0872  HISTORY     - 1984     GOOD             NGS
 FL0872
 FL0872                          STATION DESCRIPTION
 FL0872
 FL0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FL0872'4.95 MI W FROM GROOM.
 FL0872'ABOUT 4.95 MILES WEST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF FM
 FL0872'HIGHWAY 295 AND U.S. HIGHWAY 66 IN GROOM TO SITE OF BENCH MARK, OR 1.9
 FL0872'MILES EAST OF THE VILLAGE OF LARK TO SITE OF MARK.  THE BENCH MARK IS
 FL0872'NEAR A REST AREA AT THE NORTH RIGHT-OF-WAY FENCE, 7 FEET WEST OF A
 FL0872'GUYED POWER LINE POLE, AND 1 FOOT EAST OF A METAL WITNESS POST. A
 FL0872'STANDARD C AND GS BENCH MARK DISK SET IN A 10 X 10 IN. CONCRETE POST
 FL0872'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF GROUND.
 FL0872
 FL0872                          STATION RECOVERY (1984)
 FL0872
 FL0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0872'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0872'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0872'INTERSTATE HIGHWAY 40 AT THE JERICHO, THENCE 27.2 KM (16.9 MI)
 FL0872'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD.
 FL0872'ADD=85.3 M (279.9 FT) NORTH OF THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0741 ***********************************************************************
 DN0741  DESIGNATION -  E 231
 DN0741  PID         -  DN0741
 DN0741  STATE/COUNTY-  TX/MONTAGUE
 DN0741  USGS QUAD   -  SUNSET (1978)
 DN0741
 DN0741                         *CURRENT SURVEY CONTROL
 DN0741  ___________________________________________________________________
 DN0741* NAD 83(1986)-  33 26 46.     (N)    097 45 46.     (W)     SCALED    
 DN0741* NAVD 88     -       296.090  (meters)     971.42   (feet)  ADJUSTED  
 DN0741  ___________________________________________________________________
 DN0741  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DN0741  DYNAMIC HT  -         295.763 (meters)     970.35  (feet)  COMP
 DN0741  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 DN0741
 DN0741  VERT ORDER  -  FIRST     CLASS II
 DN0741
 DN0741.The horizontal coordinates were scaled from a topographic map and have
 DN0741.an estimated accuracy of +/- 6 seconds.
 DN0741
 DN0741.The orthometric height was determined by differential leveling
 DN0741.and adjusted by the National Geodetic Survey in June 1991..
 DN0741.WARNING-Repeat measurements at this control monument indicate possible
 DN0741.vertical movement.
 DN0741
 DN0741.The geoid height was determined by GEOID03.
 DN0741
 DN0741.The dynamic height is computed by dividing the NAVD 88
 DN0741.geopotential number by the normal gravity value computed on the
 DN0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0741.degrees latitude (g = 980.6199 gals.).
 DN0741
 DN0741.The modeled gravity was interpolated from observed gravity values.
 DN0741
 DN0741;                    North         East    Units  Estimated Accuracy
 DN0741;SPC TXNC     - 2,197,570.      668,540.      MT  (+/- 180 meters Scaled)
 DN0741
 DN0741                          SUPERSEDED SURVEY CONTROL
 DN0741
 DN0741  NGVD 29 (??/??/92)  295.937  (m)          970.92   (f) ADJ UNCH    1 2
 DN0741
 DN0741.Superseded values are not recommended for survey control.
 DN0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0741.See file dsdata.txt to determine how the superseded data were derived.
 DN0741
 DN0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC149014(NAD 83)
 DN0741_MARKER: DB = BENCH MARK DISK
 DN0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0741_STAMPING: E 231 1952
 DN0741_MARK LOGO: CGS   
 DN0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0741+STABILITY: SURFACE MOTION
 DN0741
 DN0741  HISTORY     - Date     Condition        Report By
 DN0741  HISTORY     - 1952     MONUMENTED       CGS
 DN0741  HISTORY     - 1984     GOOD             NGS
 DN0741  HISTORY     - 19961130 GOOD             USPSQD
 DN0741
 DN0741                          STATION DESCRIPTION
 DN0741
 DN0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0741'0.6 MI SE FROM SUNSET.
 DN0741'0.6 MILE SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0741'THE STATION AT SUNSET, 68 FEET WEST OF MILEPOST 59, 40 FEET WEST OF
 DN0741'THE WEST RAIL, 41 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 3.6
 DN0741'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0741'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 DN0741
 DN0741                          STATION RECOVERY (1984)
 DN0741
 DN0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0741'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0741'TO REACH FOLLOWS.  15.2 KM (9.45 MI) SOUTHEASTERLY ALONG THE
 DN0741'BURLINGTON NORTHERN RAILROAD FROM THE STATION IN BOWIE.
 DN0741
 DN0741                          STATION RECOVERY (1996)
 DN0741
 DN0741'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0820 ***********************************************************************
 DN0820  DESIGNATION -  E 232
 DN0820  PID         -  DN0820
 DN0820  STATE/COUNTY-  TX/MONTAGUE
 DN0820  USGS QUAD   -  STONEBURG (1976)
 DN0820
 DN0820                         *CURRENT SURVEY CONTROL
 DN0820  ___________________________________________________________________
 DN0820* NAD 83(1986)-  33 42 13.     (N)    097 54 43.     (W)     SCALED    
 DN0820* NAVD 88     -       263.134  (meters)     863.30   (feet)  POSTED    
 DN0820  ___________________________________________________________________
 DN0820  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0820  DYNAMIC HT  -         262.850 (meters)     862.37  (feet)  COMP
 DN0820  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 DN0820
 DN0820  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DN0820
 DN0820.The horizontal coordinates were scaled from a topographic map and have
 DN0820.an estimated accuracy of +/- 6 seconds.
 DN0820
 DN0820.The orthometric height was determined by differential leveling
 DN0820.and adjusted by the National Geodetic Survey in 1992..
 DN0820.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DN0820.rate of 0.0 thru 1.0 mm/km.
 DN0820
 DN0820.The geoid height was determined by GEOID03.
 DN0820
 DN0820.The dynamic height is computed by dividing the NAVD 88
 DN0820.geopotential number by the normal gravity value computed on the
 DN0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0820.degrees latitude (g = 980.6199 gals.).
 DN0820
 DN0820.The modeled gravity was interpolated from observed gravity values.
 DN0820
 DN0820;                    North         East    Units  Estimated Accuracy
 DN0820;SPC TXNC     - 2,226,040.      654,510.      MT  (+/- 180 meters Scaled)
 DN0820
 DN0820                          SUPERSEDED SURVEY CONTROL
 DN0820
 DN0820  NGVD 29 (??/??/92)  263.032  (m)          862.96   (f) ADJ UNCH    1 2
 DN0820
 DN0820.Superseded values are not recommended for survey control.
 DN0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0820.See file dsdata.txt to determine how the superseded data were derived.
 DN0820
 DN0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC008298(NAD 83)
 DN0820_MARKER: DB = BENCH MARK DISK
 DN0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0820_STAMPING: E 232 1952
 DN0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0820+STABILITY: SURFACE MOTION
 DN0820
 DN0820  HISTORY     - Date     Condition        Report By
 DN0820  HISTORY     - 1952     MONUMENTED       CGS
 DN0820  HISTORY     - 1984     GOOD             NGS
 DN0820  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0820
 DN0820                          STATION DESCRIPTION
 DN0820
 DN0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0820'8.8 MI S FROM RINGOLD.
 DN0820'8.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0820'FROM THE STATION AT RINGOLD, 2 POLES SOUTH OF MILEPOST 533, 96 FEET
 DN0820'WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 31 FEET EAST OF THE EAST
 DN0820'RAIL, 7 FEET WEST OF A TELEGRAPH POLE, 3.7 FEET NORTH OF A WITNESS
 DN0820'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 DN0820'THE GROUND.
 DN0820
 DN0820                          STATION RECOVERY (1984)
 DN0820
 DN0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0820'RECOVERED IN GOOD CONDITION.
 DN0820
 DN0820                          STATION RECOVERY (1986)
 DN0820
 DN0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0494 ***********************************************************************
 DN0494  DESIGNATION -  E 233
 DN0494  PID         -  DN0494
 DN0494  STATE/COUNTY-  TX/GRAYSON
 DN0494  USGS QUAD   -  DORCHESTER (1974)
 DN0494
 DN0494                         *CURRENT SURVEY CONTROL
 DN0494  ___________________________________________________________________
 DN0494* NAD 83(1986)-  33 33 11.     (N)    096 40 39.     (W)     SCALED    
 DN0494* NAVD 88     -       245.292  (meters)     804.76   (feet)  ADJUSTED  
 DN0494  ___________________________________________________________________
 DN0494  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DN0494  DYNAMIC HT  -         245.030 (meters)     803.90  (feet)  COMP
 DN0494  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 DN0494
 DN0494  VERT ORDER  -  SECOND    CLASS 0
 DN0494
 DN0494.The horizontal coordinates were scaled from a topographic map and have
 DN0494.an estimated accuracy of +/- 6 seconds.
 DN0494
 DN0494.The orthometric height was determined by differential leveling
 DN0494.and adjusted by the National Geodetic Survey in June 1991..
 DN0494
 DN0494.The geoid height was determined by GEOID03.
 DN0494
 DN0494.The dynamic height is computed by dividing the NAVD 88
 DN0494.geopotential number by the normal gravity value computed on the
 DN0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0494.degrees latitude (g = 980.6199 gals.).
 DN0494
 DN0494.The modeled gravity was interpolated from observed gravity values.
 DN0494
 DN0494;                    North         East    Units  Estimated Accuracy
 DN0494;SPC TXNC     - 2,210,650.      769,220.      MT  (+/- 180 meters Scaled)
 DN0494
 DN0494                          SUPERSEDED SURVEY CONTROL
 DN0494
 DN0494  NGVD 29 (??/??/92)  245.272  (m)          804.70   (f) ADJ UNCH    2 0
 DN0494
 DN0494.Superseded values are not recommended for survey control.
 DN0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0494.See file dsdata.txt to determine how the superseded data were derived.
 DN0494
 DN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC156150(NAD 83)
 DN0494_MARKER: DB = BENCH MARK DISK
 DN0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0494_STAMPING: E 233 1952
 DN0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0494+STABILITY: SURFACE MOTION
 DN0494
 DN0494  HISTORY     - Date     Condition        Report By
 DN0494  HISTORY     - 1952     MONUMENTED       CGS
 DN0494  HISTORY     - 19951111 GOOD             USPSQD
 DN0494  HISTORY     - 20060518 GOOD             USPSQD
 DN0494
 DN0494                          STATION DESCRIPTION
 DN0494
 DN0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0494'1.7 MI NE FROM DORCHESTER.
 DN0494'1.7 MILES NORTHEAST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0494'RAILROAD FROM THE STATION SIGN AT DORCHESTER, 2 POLES NORTH OF
 DN0494'MILEPOST 656, 7 RAILS SOUTH OF TRESTLE 655-9, 185 FEET SOUTHEAST OF
 DN0494'THE SOUTHEAST CORNER OF AN ABANDONED FARMHOUSE, 47 FEET WEST OF THE
 DN0494'WEST RAIL, 1 FOOT WEST OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET
 DN0494'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 DN0494'GROUND.
 DN0494
 DN0494                          STATION RECOVERY (1995)
 DN0494
 DN0494'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0494'RECOVERED IN GOOD CONDITION.
 DN0494
 DN0494                          STATION RECOVERY (2006)
 DN0494
 DN0494'RECOVERY NOTE BY US POWER SQUADRON 2006 (WL)
 DN0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0416 ***********************************************************************
 FM0416  DESIGNATION -  E 234
 FM0416  PID         -  FM0416
 FM0416  STATE/COUNTY-  TX/HARTLEY
 FM0416  USGS QUAD   -  ROMERO (1971)
 FM0416
 FM0416                         *CURRENT SURVEY CONTROL
 FM0416  ___________________________________________________________________
 FM0416* NAD 83(1986)-  35 42 49.     (N)    102 57 12.     (W)     SCALED    
 FM0416* NAVD 88     -      1278.095  (meters)    4193.22   (feet)  ADJUSTED  
 FM0416  ___________________________________________________________________
 FM0416  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 FM0416  DYNAMIC HT  -        1276.584 (meters)    4188.26  (feet)  COMP
 FM0416  MODELED GRAV-     979,406.6   (mgal)                       NAVD 88
 FM0416
 FM0416  VERT ORDER  -  FIRST     CLASS II
 FM0416
 FM0416.The horizontal coordinates were scaled from a topographic map and have
 FM0416.an estimated accuracy of +/- 6 seconds.
 FM0416
 FM0416.The orthometric height was determined by differential leveling
 FM0416.and adjusted by the National Geodetic Survey in June 1991..
 FM0416
 FM0416.The geoid height was determined by GEOID03.
 FM0416
 FM0416.The dynamic height is computed by dividing the NAVD 88
 FM0416.geopotential number by the normal gravity value computed on the
 FM0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0416.degrees latitude (g = 980.6199 gals.).
 FM0416
 FM0416.The modeled gravity was interpolated from observed gravity values.
 FM0416
 FM0416;                    North         East    Units  Estimated Accuracy
 FM0416;SPC TX N     - 1,191,070.       68,510.      MT  (+/- 180 meters Scaled)
 FM0416
 FM0416                          SUPERSEDED SURVEY CONTROL
 FM0416
 FM0416  NGVD 29 (??/??/92) 1277.520  (m)         4191.33   (f) ADJ UNCH    1 2
 FM0416
 FM0416.Superseded values are not recommended for survey control.
 FM0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0416.See file dsdata.txt to determine how the superseded data were derived.
 FM0416
 FM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV851541(NAD 83)
 FM0416_MARKER: DB = BENCH MARK DISK
 FM0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0416_STAMPING: E-234 1933
 FM0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0416+STABILITY: SURFACE MOTION
 FM0416
 FM0416  HISTORY     - Date     Condition        Report By
 FM0416  HISTORY     - 1933     MONUMENTED       CGS
 FM0416  HISTORY     - 1943     GOOD             NGS
 FM0416
 FM0416                          STATION DESCRIPTION
 FM0416
 FM0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0416'1.6 MI SW FROM ROMERO.
 FM0416'1.6 MILES SOUTH WEST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. AT
 FM0416'MILE POLE NO. 580.  SEC. 72.  SET IN POST, 100 FEET SOUTH EAST OF THE
 FM0416'CENTER LINE OF THE TRACKS AND 2 FEET NORTH WEST OF THE RIGHT-OF-WAY
 FM0416'FENCE.  NOTE-- RIGHT OF WAY FENCE GONE BM IS ABOUT 65 FEET NW OF
 FM0416'CENTERLINE OF US HIGHWAY NO. 54 (UNPAVED).
 FM0416
 FM0416                          STATION RECOVERY (1943)
 FM0416
 FM0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0026 ***********************************************************************
 FM0026  DESIGNATION -  E 236
 FM0026  PID         -  FM0026
 FM0026  STATE/COUNTY-  TX/OLDHAM
 FM0026  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0026
 FM0026                         *CURRENT SURVEY CONTROL
 FM0026  ___________________________________________________________________
 FM0026* NAD 83(1986)-  35 35 25.     (N)    102 21 30.     (W)     SCALED    
 FM0026* NAVD 88     -      1056.293  (meters)    3465.52   (feet)  POSTED    
 FM0026  ___________________________________________________________________
 FM0026  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 FM0026  DYNAMIC HT  -        1055.060 (meters)    3461.48  (feet)  COMP
 FM0026  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 FM0026
 FM0026  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FM0026
 FM0026.The horizontal coordinates were scaled from a topographic map and have
 FM0026.an estimated accuracy of +/- 6 seconds.
 FM0026
 FM0026.The orthometric height was determined by differential leveling
 FM0026.and adjusted by the National Geodetic Survey in 1992..
 FM0026.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FM0026.rate of 1.1 thru 2.0 mm/km.
 FM0026
 FM0026.The geoid height was determined by GEOID03.
 FM0026
 FM0026.The dynamic height is computed by dividing the NAVD 88
 FM0026.geopotential number by the normal gravity value computed on the
 FM0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0026.degrees latitude (g = 980.6199 gals.).
 FM0026
 FM0026.The modeled gravity was interpolated from observed gravity values.
 FM0026
 FM0026;                    North         East    Units  Estimated Accuracy
 FM0026;SPC TX N     - 1,176,760.      122,220.      MT  (+/- 180 meters Scaled)
 FM0026
 FM0026                          SUPERSEDED SURVEY CONTROL
 FM0026
 FM0026  NGVD 29 (??/??/92) 1055.782  (m)         3463.84   (f) ADJ UNCH    1 2
 FM0026
 FM0026.Superseded values are not recommended for survey control.
 FM0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0026.See file dsdata.txt to determine how the superseded data were derived.
 FM0026
 FM0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV393417(NAD 83)
 FM0026_MARKER: DB = BENCH MARK DISK
 FM0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0026_SP_SET: ABUTMENT
 FM0026_STAMPING: E-236 1933
 FM0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0026
 FM0026  HISTORY     - Date     Condition        Report By
 FM0026  HISTORY     - 1933     MONUMENTED       CGS
 FM0026  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0026  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0026
 FM0026                          STATION DESCRIPTION
 FM0026
 FM0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0026'7.2 MI SE FROM CHANNING.
 FM0026'7.2 MILES SOUTH EAST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0026'CITY RAILROAD.  AT BRIDGE NO. 381-35.  27 1/2 POLES SOUTH OF MILE POLE
 FM0026'NO. 382.  SET IN CONCRETE ABUTMENT, EAST SIDE OF NORTH END OF BRIDGE.
 FM0026
 FM0026                          STATION RECOVERY (1971)
 FM0026
 FM0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0026'MARK NOT FOUND.
 FM0026
 FM0026                          STATION RECOVERY (1985)
 FM0026
 FM0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0026'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1085 ***********************************************************************
 FL1085  DESIGNATION -  E 237
 FL1085  PID         -  FL1085
 FL1085  STATE/COUNTY-  TX/POTTER
 FL1085  USGS QUAD   -  AMARILLO EAST (1973)
 FL1085
 FL1085                         *CURRENT SURVEY CONTROL
 FL1085  ___________________________________________________________________
 FL1085* NAD 83(1986)-  35 13 55.     (N)    101 52 18.     (W)     SCALED    
 FL1085* NAVD 88     -      1089.625  (meters)    3574.88   (feet)  ADJUSTED  
 FL1085  ___________________________________________________________________
 FL1085  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL1085  DYNAMIC HT  -        1088.335 (meters)    3570.65  (feet)  COMP
 FL1085  MODELED GRAV-     979,412.8   (mgal)                       NAVD 88
 FL1085
 FL1085  VERT ORDER  -  FIRST     CLASS II
 FL1085
 FL1085.The horizontal coordinates were scaled from a topographic map and have
 FL1085.an estimated accuracy of +/- 6 seconds.
 FL1085
 FL1085.The orthometric height was determined by differential leveling
 FL1085.and adjusted by the National Geodetic Survey in June 1991..
 FL1085
 FL1085.The geoid height was determined by GEOID03.
 FL1085
 FL1085.The dynamic height is computed by dividing the NAVD 88
 FL1085.geopotential number by the normal gravity value computed on the
 FL1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1085.degrees latitude (g = 980.6199 gals.).
 FL1085
 FL1085.The modeled gravity was interpolated from observed gravity values.
 FL1085
 FL1085;                    North         East    Units  Estimated Accuracy
 FL1085;SPC TX N     - 1,136,730.      166,170.      MT  (+/- 180 meters Scaled)
 FL1085
 FL1085                          SUPERSEDED SURVEY CONTROL
 FL1085
 FL1085  NGVD 29 (??/??/92) 1089.125  (m)         3573.24   (f) ADJ UNCH    1 2
 FL1085
 FL1085.Superseded values are not recommended for survey control.
 FL1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1085.See file dsdata.txt to determine how the superseded data were derived.
 FL1085
 FL1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE386025(NAD 83)
 FL1085_MARKER: DB = BENCH MARK DISK
 FL1085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1085_SP_SET: CULVERT
 FL1085_STAMPING: E-237 1933
 FL1085_MARK LOGO: CGS   
 FL1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1085
 FL1085  HISTORY     - Date     Condition        Report By
 FL1085  HISTORY     - 1933     MONUMENTED       CGS
 FL1085  HISTORY     - 1943     GOOD             NGS
 FL1085  HISTORY     - 1985     GOOD             NGS
 FL1085
 FL1085                          STATION DESCRIPTION
 FL1085
 FL1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FL1085'2.8 MI NW FROM AMARILLO.
 FL1085'2.8 MILES NORTHWEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FL1085'CITY RAILROAD.  AT CONCRETE CULVERT NO. 338-50.  AT THE SOUTH WEST END
 FL1085'OF THE SMELTER NORTH WEST OF TOWN.  250 FEET NORTH WEST OF YARD LIMIT
 FL1085'SIGN.  SET IN THE NORTH WEST END OF THE NORTH EAST HEADWALL. 40 FEET
 FL1085'NORTH EAST OF THE CENTERLINE OF THE TRACKS AND 20 FEET BELOW THE
 FL1085'TRACKS.
 FL1085
 FL1085                          STATION RECOVERY (1943)
 FL1085
 FL1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL1085'RECOVERED IN GOOD CONDITION.
 FL1085
 FL1085                          STATION RECOVERY (1985)
 FL1085
 FL1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1085'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.2 KM (2.6 MI)
 FL1085'EASTERLY ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION WITH RANCH ROAD 1061
 FL1085'IN AMARILLO, THENCE 1.5 KM (0.95 MI) NORTHWEST ALONG THE BURLINGTON
 FL1085'NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0042 ***********************************************************************
 GL0042  DESIGNATION -  E 238
 GL0042  PID         -  GL0042
 GL0042  STATE/COUNTY-  TX/SHERMAN
 GL0042  USGS QUAD   -  STRATFORD (1964)
 GL0042
 GL0042                         *CURRENT SURVEY CONTROL
 GL0042  ___________________________________________________________________
 GL0042* NAD 83(1986)-  36 20 26.     (N)    102 04 35.     (W)     SCALED    
 GL0042* NAVD 88     -      1126.597  (meters)    3696.18   (feet)  ADJUSTED  
 GL0042  ___________________________________________________________________
 GL0042  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 GL0042  DYNAMIC HT  -        1125.353 (meters)    3692.10  (feet)  COMP
 GL0042  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 GL0042
 GL0042  VERT ORDER  -  FIRST     CLASS II
 GL0042
 GL0042.The horizontal coordinates were scaled from a topographic map and have
 GL0042.an estimated accuracy of +/- 6 seconds.
 GL0042
 GL0042.The orthometric height was determined by differential leveling
 GL0042.and adjusted by the National Geodetic Survey in June 1991..
 GL0042
 GL0042.The geoid height was determined by GEOID03.
 GL0042
 GL0042.The dynamic height is computed by dividing the NAVD 88
 GL0042.geopotential number by the normal gravity value computed on the
 GL0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0042.degrees latitude (g = 980.6199 gals.).
 GL0042
 GL0042.The modeled gravity was interpolated from observed gravity values.
 GL0042
 GL0042;                    North         East    Units  Estimated Accuracy
 GL0042;SPC TX N     - 1,259,820.      148,250.      MT  (+/- 180 meters Scaled)
 GL0042
 GL0042                          SUPERSEDED SURVEY CONTROL
 GL0042
 GL0042  NGVD 29 (??/??/92) 1126.10   (m)         3694.5    (f) COMPUTED    1 2
 GL0042
 GL0042.Superseded values are not recommended for survey control.
 GL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0042.See file dsdata.txt to determine how the superseded data were derived.
 GL0042
 GL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA623256(NAD 83)
 GL0042_MARKER: DB = BENCH MARK DISK
 GL0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0042_SP_SET: WALL
 GL0042_STAMPING: E-238, 1933
 GL0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0042
 GL0042  HISTORY     - Date     Condition        Report By
 GL0042  HISTORY     - 1933     MONUMENTED       CGS
 GL0042  HISTORY     - 1952     GOOD             NGS
 GL0042
 GL0042                          STATION DESCRIPTION
 GL0042
 GL0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0042'IN STRATFORD.
 GL0042'ON BRICK WALL OF THE STRATFORD HIGH SCHOOL.  SET VERTICALLY 4 FEET
 GL0042'HIGH, ON THE SOUTH WEST SIDE OF THE FRONT ENTRANCE.
 GL0042
 GL0042                          STATION RECOVERY (1952)
 GL0042
 GL0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0968 ***********************************************************************
 BZ0968  DESIGNATION -  E 239
 BZ0968  PID         -  BZ0968
 BZ0968  STATE/COUNTY-  TX/BELL
 BZ0968  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ0968
 BZ0968                         *CURRENT SURVEY CONTROL
 BZ0968  ___________________________________________________________________
 BZ0968* NAD 83(1986)-  31 03 58.     (N)    097 50 05.     (W)     SCALED    
 BZ0968* NAVD 88     -       301.945  (meters)     990.63   (feet)  ADJUSTED  
 BZ0968  ___________________________________________________________________
 BZ0968  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BZ0968  DYNAMIC HT  -         301.540 (meters)     989.30  (feet)  COMP
 BZ0968  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 BZ0968
 BZ0968  VERT ORDER  -  FIRST     CLASS II
 BZ0968
 BZ0968.The horizontal coordinates were scaled from a topographic map and have
 BZ0968.an estimated accuracy of +/- 6 seconds.
 BZ0968
 BZ0968.The orthometric height was determined by differential leveling
 BZ0968.and adjusted by the National Geodetic Survey in June 1991..
 BZ0968
 BZ0968.The geoid height was determined by GEOID03.
 BZ0968
 BZ0968.The dynamic height is computed by dividing the NAVD 88
 BZ0968.geopotential number by the normal gravity value computed on the
 BZ0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0968.degrees latitude (g = 980.6199 gals.).
 BZ0968
 BZ0968.The modeled gravity was interpolated from observed gravity values.
 BZ0968
 BZ0968;                    North         East    Units  Estimated Accuracy
 BZ0968;SPC TX C     - 3,157,810.      938,420.      MT  (+/- 180 meters Scaled)
 BZ0968
 BZ0968                          SUPERSEDED SURVEY CONTROL
 BZ0968
 BZ0968  NGVD 29 (??/??/92)  301.862  (m)          990.36   (f) ADJ UNCH    1 2
 BZ0968
 BZ0968.Superseded values are not recommended for survey control.
 BZ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0968.See file dsdata.txt to determine how the superseded data were derived.
 BZ0968
 BZ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV111375(NAD 83)
 BZ0968_MARKER: DB = BENCH MARK DISK
 BZ0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0968_STAMPING: E 239 1953
 BZ0968_MARK LOGO: CGS   
 BZ0968_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BZ0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0968+STABILITY: SURFACE MOTION
 BZ0968
 BZ0968  HISTORY     - Date     Condition        Report By
 BZ0968  HISTORY     - 1953     MONUMENTED       CGS
 BZ0968  HISTORY     - 1958     GOOD             DOD
 BZ0968  HISTORY     - 19810615 GOOD             CGS
 BZ0968  HISTORY     - 1983     GOOD             NGS
 BZ0968
 BZ0968                          STATION DESCRIPTION
 BZ0968
 BZ0968'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 BZ0968'IN GRAY AFB.
 BZ0968'AT GRAY AFB, BELL COUNTY, 0.4 MILE SOUTHEAST OF THE OPERATIONS
 BZ0968'BUILDING AND CONTROL TOWER, 180 FEET EAST OF THE CENTERLINE OF A ROAD,
 BZ0968'63 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH TAXIWAY, 56 FEET
 BZ0968'NORTHWEST OF THE CENTERLINE OF A DIRT LANE, 3 FEET SOUTHWEST OF A
 BZ0968'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 BZ0968'PROJECTING 0.6 FOOT ABOVE GROUND.
 BZ0968
 BZ0968                          STATION RECOVERY (1981)
 BZ0968
 BZ0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 BZ0968'THIS FIRST ORDER BENCH MARK IS LOCATED AT ROBERT GRAY ARMY AIR FIELD.
 BZ0968'IT WAS GIVEN THIRD ORDER POSITION IN 1981 BY P M CONNORS.  IT IS A
 BZ0968'STANDARD DISK SET IN CONCRETE ABOUT 1/2 FT ABOVE GROUND.  FROM THE
 BZ0968'CONTROL TOWER GO 0.3 MILE (0.5 KM) ALONG THE TAXIWAY SOUTH.  STATION
 BZ0968'IS IN THE GRASS TO THE RIGHT OF THE TAXIWAY, 63 FT (19.2 M) FROM
 BZ0968'(WEST) THE TAXIWAY CENTERLINE.
 BZ0968
 BZ0968                          STATION RECOVERY (1983)
 BZ0968
 BZ0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0474 ***********************************************************************
 BM0474  DESIGNATION -  E 240
 BM0474  PID         -  BM0474
 BM0474  STATE/COUNTY-  TX/BASTROP
 BM0474  USGS QUAD   -  ELGIN WEST (1982)
 BM0474
 BM0474                         *CURRENT SURVEY CONTROL
 BM0474  ___________________________________________________________________
 BM0474* NAD 83(1986)-  30 20 41.     (N)    097 22 48.     (W)     SCALED    
 BM0474* NAVD 88     -       171.20   (+/-2cm)     561.7    (feet)  VERTCON   
 BM0474  ___________________________________________________________________
 BM0474  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0474
 BM0474  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0474
 BM0474.The horizontal coordinates were scaled from a topographic map and have
 BM0474.an estimated accuracy of +/- 6 seconds.
 BM0474
 BM0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0474.The vertical order pertains to the NGVD 29 superseded value.
 BM0474
 BM0474.The geoid height was determined by GEOID03.
 BM0474
 BM0474;                    North         East    Units  Estimated Accuracy
 BM0474;SPC TX C     - 3,078,940.      983,920.      MT  (+/- 180 meters Scaled)
 BM0474
 BM0474                          SUPERSEDED SURVEY CONTROL
 BM0474
 BM0474  NGVD 29 (??/??/92)  171.124  (m)          561.43   (f) ADJ UNCH    1 2
 BM0474
 BM0474.Superseded values are not recommended for survey control.
 BM0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0474.See file dsdata.txt to determine how the superseded data were derived.
 BM0474
 BM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU557580(NAD 83)
 BM0474_MARKER: DB = BENCH MARK DISK
 BM0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0474_SP_SET: PIER
 BM0474_STAMPING: E 240 1953
 BM0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0474+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 BM0474
 BM0474  HISTORY     - Date     Condition        Report By
 BM0474  HISTORY     - 1953     MONUMENTED       CGS
 BM0474  HISTORY     - 19910710 GOOD             USPSQD
 BM0474  HISTORY     - 19990522 GOOD             USPSQD
 BM0474  HISTORY     - 20040306 GOOD             USPSQD
 BM0474
 BM0474                          STATION DESCRIPTION
 BM0474
 BM0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0474'0.75 MI W FROM ELGIN.
 BM0474'0.75 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0474'STATION AT ELGIN, AT THE OVERPASS OF U.S. HIGHWAY 290, 17.4 FEET SOUTH
 BM0474'OF THE SOUTH RAIL, 3 FEET ABOVE THE GROUND, SET VERTICALLY IN THE
 BM0474'NORTHWEST SIDE OF THE SOUTHWEST COLUMN OF THE 3RD CONCRETE PIER
 BM0474'SOUTHEAST OF THE NORTHWEST END OF THE OVERPASS.
 BM0474
 BM0474                          STATION RECOVERY (1991)
 BM0474
 BM0474'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0474'RECOVERED IN GOOD CONDITION.
 BM0474
 BM0474                          STATION RECOVERY (1999)
 BM0474
 BM0474'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0474'RECOVERED IN GOOD CONDITION.
 BM0474
 BM0474                          STATION RECOVERY (2004)
 BM0474
 BM0474'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0474'A HEAVY COAT OF PAINT MAKES IT DIFFICULT TO SPOT THE DISC FROM A
 BM0474'DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0295 ***********************************************************************
 GL0295  DESIGNATION -  E 241
 GL0295  PID         -  GL0295
 GL0295  STATE/COUNTY-  TX/DALLAM
 GL0295  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL0295
 GL0295                         *CURRENT SURVEY CONTROL
 GL0295  ___________________________________________________________________
 GL0295* NAD 83(1986)-  36 22 01.     (N)    102 32 28.     (W)     SCALED    
 GL0295* NAVD 88     -      1258.376  (meters)    4128.52   (feet)  ADJUSTED  
 GL0295  ___________________________________________________________________
 GL0295  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 GL0295  DYNAMIC HT  -        1256.952 (meters)    4123.85  (feet)  COMP
 GL0295  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 GL0295
 GL0295  VERT ORDER  -  FIRST     CLASS II
 GL0295
 GL0295.The horizontal coordinates were scaled from a topographic map and have
 GL0295.an estimated accuracy of +/- 6 seconds.
 GL0295
 GL0295.The orthometric height was determined by differential leveling
 GL0295.and adjusted by the National Geodetic Survey in June 1991..
 GL0295
 GL0295.The geoid height was determined by GEOID03.
 GL0295
 GL0295.The dynamic height is computed by dividing the NAVD 88
 GL0295.geopotential number by the normal gravity value computed on the
 GL0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0295.degrees latitude (g = 980.6199 gals.).
 GL0295
 GL0295.The modeled gravity was interpolated from observed gravity values.
 GL0295
 GL0295;                    North         East    Units  Estimated Accuracy
 GL0295;SPC TX N     - 1,263,090.      106,560.      MT  (+/- 180 meters Scaled)
 GL0295
 GL0295                          SUPERSEDED SURVEY CONTROL
 GL0295
 GL0295.No superseded survey control is available for this station.
 GL0295
 GL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA206274(NAD 83)
 GL0295_MARKER: DB = BENCH MARK DISK
 GL0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0295_SP_SET: MONUMENT
 GL0295_STAMPING: E - 241 1933
 GL0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0295
 GL0295  HISTORY     - Date     Condition        Report By
 GL0295  HISTORY     - 1933     MONUMENTED       CGS
 GL0295  HISTORY     - 1934     GOOD             NGS
 GL0295  HISTORY     - 1974     MARK NOT FOUND   USGS
 GL0295  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0295
 GL0295                          STATION DESCRIPTION
 GL0295
 GL0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0295'23.2 MI N FROM DALHART.
 GL0295'23.2 MILES NORTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF STATE
 GL0295'HIGHWAY NO. 41.  30 FT. WEST OF THE CENTER LINE OF HIGHWAY.  67 FT.
 GL0295'NORTH OF TEL. POLE.  APPROX.  100 YDS. S.W. OF A RANCH HOUSE.
 GL0295
 GL0295                          STATION RECOVERY (1974)
 GL0295
 GL0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GL0295'MARK NOT FOUND.
 GL0295
 GL0295                          STATION RECOVERY (1985)
 GL0295
 GL0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0295'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0267 ***********************************************************************
 GL0267  DESIGNATION -  E 242
 GL0267  PID         -  GL0267
 GL0267  STATE/COUNTY-  TX/DALLAM
 GL0267  USGS QUAD   -  CORLENA (1973)
 GL0267
 GL0267                         *CURRENT SURVEY CONTROL
 GL0267  ___________________________________________________________________
 GL0267* NAD 83(1986)-  36 19 13.     (N)    102 56 24.     (W)     SCALED    
 GL0267* NAVD 88     -      1376.401  (meters)    4515.74   (feet)  ADJUSTED  
 GL0267  ___________________________________________________________________
 GL0267  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 GL0267  DYNAMIC HT  -        1374.795 (meters)    4510.47  (feet)  COMP
 GL0267  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 GL0267
 GL0267  VERT ORDER  -  FIRST     CLASS II
 GL0267
 GL0267.The horizontal coordinates were scaled from a topographic map and have
 GL0267.an estimated accuracy of +/- 6 seconds.
 GL0267
 GL0267.The orthometric height was determined by differential leveling
 GL0267.and adjusted by the National Geodetic Survey in June 1991..
 GL0267
 GL0267.The geoid height was determined by GEOID03.
 GL0267
 GL0267.The dynamic height is computed by dividing the NAVD 88
 GL0267.geopotential number by the normal gravity value computed on the
 GL0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0267.degrees latitude (g = 980.6199 gals.).
 GL0267
 GL0267.The modeled gravity was interpolated from observed gravity values.
 GL0267
 GL0267;                    North         East    Units  Estimated Accuracy
 GL0267;SPC TX N     - 1,258,360.       70,690.      MT  (+/- 180 meters Scaled)
 GL0267
 GL0267                          SUPERSEDED SURVEY CONTROL
 GL0267
 GL0267  NGVD 29 (??/??/92) 1375.74   (m)         4513.6    (f) COMPUTED    1 2
 GL0267
 GL0267.Superseded values are not recommended for survey control.
 GL0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0267.See file dsdata.txt to determine how the superseded data were derived.
 GL0267
 GL0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA849214(NAD 83)
 GL0267_MARKER: DB = BENCH MARK DISK
 GL0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0267_STAMPING: E 242 1934
 GL0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0267+STABILITY: SURFACE MOTION
 GL0267
 GL0267  HISTORY     - Date     Condition        Report By
 GL0267  HISTORY     - 1934     MONUMENTED       CGS
 GL0267  HISTORY     - 1956     GOOD             NGS
 GL0267  HISTORY     - 1956     POOR             NGS
 GL0267  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 GL0267
 GL0267                          STATION DESCRIPTION
 GL0267
 GL0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GL0267'6.2 MI SE FROM TEXLINE.
 GL0267'6.2 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0267'THE STATION AT TEXLINE, 32.4 FEET SOUTH OF THE SOUTH RAIL, 41 FEET
 GL0267'EAST OF THE CENTER LINE OF A ROAD, 17.8 FEET NORTH OF A FENCE CORNER,
 GL0267'5.4 FEET EAST OF A TELEPHONE POLE, 16.6 FEET NORTH OF A POLE, 1.3 FEET
 GL0267'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0267'PROJECTS 0.1 FOOT ABOVE THE GROUND.  THIS MARK HAS BEEN HIT BY FARM
 GL0267'MACHINERY AND THREE CORNERS OF THE POST HAVE BEEN BROKEN OFF.
 GL0267
 GL0267                          STATION RECOVERY (1956)
 GL0267
 GL0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GL0267'MARK RECOVERED IN POOR CONDITION.
 GL0267
 GL0267                          STATION RECOVERY (2004)
 GL0267
 GL0267'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0832 ***********************************************************************
 DN0832  DESIGNATION -  E 243
 DN0832  PID         -  DN0832
 DN0832  STATE/COUNTY-  TX/MONTAGUE
 DN0832  USGS QUAD   -  TERRAL (1981)
 DN0832
 DN0832                         *CURRENT SURVEY CONTROL
 DN0832  ___________________________________________________________________
 DN0832* NAD 83(1986)-  33 52 35.     (N)    097 56 36.     (W)     SCALED    
 DN0832* NAVD 88     -       248.706  (meters)     815.96   (feet)  ADJUSTED  
 DN0832  ___________________________________________________________________
 DN0832  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DN0832  DYNAMIC HT  -         248.436 (meters)     815.08  (feet)  COMP
 DN0832  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 DN0832
 DN0832  VERT ORDER  -  FIRST     CLASS II
 DN0832
 DN0832.The horizontal coordinates were scaled from a topographic map and have
 DN0832.an estimated accuracy of +/- 6 seconds.
 DN0832
 DN0832.The orthometric height was determined by differential leveling
 DN0832.and adjusted by the National Geodetic Survey in June 1991..
 DN0832.WARNING-Repeat measurements at this control monument indicate possible
 DN0832.vertical movement.
 DN0832
 DN0832.The geoid height was determined by GEOID03.
 DN0832
 DN0832.The dynamic height is computed by dividing the NAVD 88
 DN0832.geopotential number by the normal gravity value computed on the
 DN0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0832.degrees latitude (g = 980.6199 gals.).
 DN0832
 DN0832.The modeled gravity was interpolated from observed gravity values.
 DN0832
 DN0832;                    North         East    Units  Estimated Accuracy
 DN0832;SPC TXNC     - 2,245,180.      651,500.      MT  (+/- 180 meters Scaled)
 DN0832
 DN0832                          SUPERSEDED SURVEY CONTROL
 DN0832
 DN0832  NGVD 29 (??/??/92)  248.622  (m)          815.69   (f) ADJ UNCH    1 2
 DN0832
 DN0832.Superseded values are not recommended for survey control.
 DN0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0832.See file dsdata.txt to determine how the superseded data were derived.
 DN0832
 DN0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC977489(NAD 83)
 DN0832_MARKER: DB = BENCH MARK DISK
 DN0832_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0832_SP_SET: BRIDGE ABUTMENT
 DN0832_STAMPING: E 243 1934 815.687
 DN0832_MARK LOGO: CGS   
 DN0832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0832+STABILITY: POSITION/ELEVATION WELL
 DN0832
 DN0832  HISTORY     - Date     Condition        Report By
 DN0832  HISTORY     - 1934     MONUMENTED       CGS
 DN0832  HISTORY     - 1949     GOOD             NGS
 DN0832  HISTORY     - 1986     GOOD             NGS
 DN0832  HISTORY     - 19980214 GOOD             USPSQD
 DN0832
 DN0832                          STATION DESCRIPTION
 DN0832
 DN0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DN0832'3.6 MI N FROM RINGOLD.
 DN0832'ABOUT 3.6 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 DN0832'RAILWAY FROM THE DEPOT AT RINGOLD, MONTAGUE COUNTY, AT THE SOUTH END
 DN0832'OF THE RED RIVER BRIDGE, IN THE TOP OF THE WEST SIDE OF THE SOUTH
 DN0832'CONCRETE ABUTMENT, AND 3 1/2 FEET WEST OF THE WEST RAIL.  IT IS 1 FOOT
 DN0832'BELOW THE LEVEL OF THE RAIL AND ABOUT 0.5 MILE WEST OF THE U.S.
 DN0832'HIGHWAY 81.
 DN0832
 DN0832                          STATION RECOVERY (1986)
 DN0832
 DN0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0832'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  30.1 KM (18.7
 DN0832'MI) SOUTHERLY ALONG U.S. HIGHWAY 80 FROM ITS JUNCTION WITH U.S.
 DN0832'HIGHWAY 70 IN WAURIKA, OKLAHOMA, THENCE 0.1 KM (0.05 MI) WEST ALONG
 DN0832'APACHE AVENUE IN TERRAL, THENCE 2.1 KM (1.3 MI) SOUTHERLY ALONG THE
 DN0832'OKLAHOMA KANSAS TEXAS RAILROAD, OR 34.6 M (21.5 MI) NORTHERLY ALONG
 DN0832'U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S. HIGHWAY 287 IN BOWIE,
 DN0832'THENCE 0.3 KM (0.2 MI) WEST ALONG A GRAVELED ROAD, THENCE 1.8 KM (1.1
 DN0832'MI) NORTHERLY ALONG THE OKLAHOMA KANSAS TEXAS RAILROAD.
 DN0832'THE MARK IS 0.3 M BELOW THE TRACKS.
 DN0832
 DN0832                          STATION RECOVERY (1998)
 DN0832
 DN0832'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0354 ***********************************************************************
 EM0354  DESIGNATION -  E 244
 EM0354  PID         -  EM0354
 EM0354  STATE/COUNTY-  TX/WILBARGER
 EM0354  USGS QUAD   -  OKLAUNION (1985)
 EM0354
 EM0354                         *CURRENT SURVEY CONTROL
 EM0354  ___________________________________________________________________
 EM0354* NAD 83(1986)-  34 09 37.     (N)    099 11 55.     (W)     SCALED    
 EM0354* NAVD 88     -       362.194  (meters)    1188.30   (feet)  ADJUSTED  
 EM0354  ___________________________________________________________________
 EM0354  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 EM0354  DYNAMIC HT  -         361.789 (meters)    1186.97  (feet)  COMP
 EM0354  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 EM0354
 EM0354  VERT ORDER  -  SECOND    CLASS 0
 EM0354
 EM0354.The horizontal coordinates were scaled from a topographic map and have
 EM0354.an estimated accuracy of +/- 6 seconds.
 EM0354
 EM0354.The orthometric height was determined by differential leveling
 EM0354.and adjusted by the National Geodetic Survey in June 1991..
 EM0354
 EM0354.The geoid height was determined by GEOID03.
 EM0354
 EM0354.The dynamic height is computed by dividing the NAVD 88
 EM0354.geopotential number by the normal gravity value computed on the
 EM0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0354.degrees latitude (g = 980.6199 gals.).
 EM0354
 EM0354.The modeled gravity was interpolated from observed gravity values.
 EM0354
 EM0354;                    North         East    Units  Estimated Accuracy
 EM0354;SPC TXNC     - 2,276,750.      535,580.      MT  (+/- 180 meters Scaled)
 EM0354
 EM0354                          SUPERSEDED SURVEY CONTROL
 EM0354
 EM0354  NGVD 29 (??/??/92)  362.063  (m)         1187.87   (f) ADJ UNCH    2 0
 EM0354
 EM0354.Superseded values are not recommended for survey control.
 EM0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0354.See file dsdata.txt to determine how the superseded data were derived.
 EM0354
 EM0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC816799(NAD 83)
 EM0354_MARKER: DB = BENCH MARK DISK
 EM0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0354_STAMPING: E 244 1934
 EM0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0354+STABILITY: SURFACE MOTION
 EM0354
 EM0354  HISTORY     - Date     Condition        Report By
 EM0354  HISTORY     - 1934     MONUMENTED       CGS
 EM0354  HISTORY     - 1957     GOOD             NGS
 EM0354  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0354
 EM0354                          STATION DESCRIPTION
 EM0354
 EM0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0354'5.5 MI N FROM VERNON.
 EM0354'5.5 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 EM0354'STATION AT VERNON, ABOUT 500 FEET EAST OF MILEPOST 784, 50 FEET NORTH
 EM0354'OF THE TRACK, 12 FEET EAST OF A ROAD, AND IN THE FENCE CORNER. NOTE--
 EM0354'THE DISK WAS FOUND TO BE BATTERED BUT THE NUMBERS AND LETTERS ARE
 EM0354'STILL LEGIBLE.  THE DIRECTION FROM VERNON IS EAST INSTEAD OF NORTH AS
 EM0354'ORIGINALLY DESCRIBED AND THE MARK IS ABOUT 0.2 MILE SOUTH OF FARM ROAD
 EM0354'1763.
 EM0354
 EM0354                          STATION RECOVERY (1984)
 EM0354
 EM0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0890 ***********************************************************************
 DN0890  DESIGNATION -  E 245
 DN0890  PID         -  DN0890
 DN0890  STATE/COUNTY-  TX/MONTAGUE
 DN0890  USGS QUAD   -  BONITA (1968)
 DN0890
 DN0890                         *CURRENT SURVEY CONTROL
 DN0890  ___________________________________________________________________
 DN0890* NAD 83(1986)-  33 45 32.     (N)    097 35 39.     (W)     SCALED    
 DN0890* NAVD 88     -       304.454  (meters)     998.86   (feet)  ADJUSTED  
 DN0890  ___________________________________________________________________
 DN0890  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DN0890  DYNAMIC HT  -         304.126 (meters)     997.79  (feet)  COMP
 DN0890  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 DN0890
 DN0890  VERT ORDER  -  SECOND    CLASS 0
 DN0890
 DN0890.The horizontal coordinates were scaled from a topographic map and have
 DN0890.an estimated accuracy of +/- 6 seconds.
 DN0890
 DN0890.The orthometric height was determined by differential leveling
 DN0890.and adjusted by the National Geodetic Survey in June 1991..
 DN0890
 DN0890.The geoid height was determined by GEOID03.
 DN0890
 DN0890.The dynamic height is computed by dividing the NAVD 88
 DN0890.geopotential number by the normal gravity value computed on the
 DN0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0890.degrees latitude (g = 980.6199 gals.).
 DN0890
 DN0890.The modeled gravity was interpolated from observed gravity values.
 DN0890
 DN0890;                    North         East    Units  Estimated Accuracy
 DN0890;SPC TXNC     - 2,232,380.      683,920.      MT  (+/- 180 meters Scaled)
 DN0890
 DN0890                          SUPERSEDED SURVEY CONTROL
 DN0890
 DN0890  NGVD 29 (??/??/92)  304.371  (m)          998.59   (f) ADJ UNCH    2 0
 DN0890
 DN0890.Superseded values are not recommended for survey control.
 DN0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0890.See file dsdata.txt to determine how the superseded data were derived.
 DN0890
 DN0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC301363(NAD 83)
 DN0890_MARKER: DB = BENCH MARK DISK
 DN0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0890_STAMPING: 998.591 E 245 1934
 DN0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0890+STABILITY: SURFACE MOTION
 DN0890
 DN0890  HISTORY     - Date     Condition        Report By
 DN0890  HISTORY     - 1934     MONUMENTED       CGS
 DN0890  HISTORY     - 1950     GOOD             NGS
 DN0890  HISTORY     - 1953     GOOD             ATT
 DN0890  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN0890
 DN0890                          STATION DESCRIPTION
 DN0890
 DN0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0890'IN BONITA.
 DN0890'AT BONITA, MONTAGUE COUNTY, AT THE TOP OF THE HILL, 0.1 MILE NORTH OF
 DN0890'THE M.K.T. RAILROAD AND DEPOT, 75 YARDS SOUTHWEST OF THE CHURCH OF
 DN0890'CHRIST, 75 YARDS SOUTHEAST OF THE SCHOOL BUILDING AND 25 FEET EAST OF
 DN0890'THE ROAD LEADING TO THE SCHOOL AND CHURCH.  IT IS ABOUT 2 FEET ABOVE
 DN0890'THE LEVEL OF THE ROAD AND PROJECTS ABOUT 2 INCHES.  NOTE-- U.S. NO. 82
 DN0890'NO LONGER RUNS THROUGH BONITA, THE OLD SCHOOL HOUSE IS ABANDONED. BM
 DN0890'IS 200 FT. W OF A N-S ROAD IN FRONT OF NEW SCHOOL AND CHURCH.
 DN0890
 DN0890                          STATION RECOVERY (1953)
 DN0890
 DN0890'RECOVERY NOTE BY AMERICAN T AND T CO 1953
 DN0890'RECOVERED IN GOOD CONDITION.
 DN0890
 DN0890                          STATION RECOVERY (1995)
 DN0890
 DN0890'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0635 ***********************************************************************
 DN0635  DESIGNATION -  E 247
 DN0635  PID         -  DN0635
 DN0635  STATE/COUNTY-  TX/DENTON
 DN0635  USGS QUAD   -  PONDER (1968)
 DN0635
 DN0635                         *CURRENT SURVEY CONTROL
 DN0635  ___________________________________________________________________
 DN0635* NAD 83(1986)-  33 12 30.     (N)    097 16 04.     (W)     SCALED    
 DN0635* NAVD 88     -       207.905  (meters)     682.10   (feet)  ADJUSTED  
 DN0635  ___________________________________________________________________
 DN0635  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DN0635  DYNAMIC HT  -         207.668 (meters)     681.32  (feet)  COMP
 DN0635  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 DN0635
 DN0635  VERT ORDER  -  SECOND    CLASS 0
 DN0635
 DN0635.The horizontal coordinates were scaled from a topographic map and have
 DN0635.an estimated accuracy of +/- 6 seconds.
 DN0635
 DN0635.The orthometric height was determined by differential leveling
 DN0635.and adjusted by the National Geodetic Survey in June 1991..
 DN0635
 DN0635.The geoid height was determined by GEOID03.
 DN0635
 DN0635.The dynamic height is computed by dividing the NAVD 88
 DN0635.geopotential number by the normal gravity value computed on the
 DN0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0635.degrees latitude (g = 980.6199 gals.).
 DN0635
 DN0635.The modeled gravity was interpolated from observed gravity values.
 DN0635
 DN0635;                    North         East    Units  Estimated Accuracy
 DN0635;SPC TXNC     - 2,171,630.      714,870.      MT  (+/- 180 meters Scaled)
 DN0635
 DN0635                          SUPERSEDED SURVEY CONTROL
 DN0635
 DN0635  NGVD 29 (??/??/92)  207.875  (m)          682.00   (f) ADJ UNCH    2 0
 DN0635
 DN0635.Superseded values are not recommended for survey control.
 DN0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0635.See file dsdata.txt to determine how the superseded data were derived.
 DN0635
 DN0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB614757(NAD 83)
 DN0635_MARKER: X = CHISELED CROSS
 DN0635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0635_SP_SET: BRIDGE
 DN0635_STAMPING: E-247 1934
 DN0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0635
 DN0635  HISTORY     - Date     Condition        Report By
 DN0635  HISTORY     - 1934     MONUMENTED       CGS
 DN0635  HISTORY     - 1960     MARK NOT FOUND   NGS
 DN0635  HISTORY     - 19920909 MARK NOT FOUND   USPSQD
 DN0635  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0635
 DN0635                          STATION DESCRIPTION
 DN0635
 DN0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0635'2.2 MI N FROM PONDER.
 DN0635'2.2 MILES NORTH OF PONDER G. C. AND S.F. RR DEPOT.  SOUTHEAST CORNER
 DN0635'IN EAST HEADWALL OF GULF COLORADO AND SANTA FE CONCRETE BRIDGE 379 B.
 DN0635'UNDERPASS.
 DN0635
 DN0635                          STATION RECOVERY (1960)
 DN0635
 DN0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DN0635'MARK NOT FOUND.
 DN0635
 DN0635                          STATION RECOVERY (1992)
 DN0635
 DN0635'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0635'MARK NOT FOUND.
 DN0635
 DN0635                          STATION RECOVERY (2005)
 DN0635
 DN0635'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0330 ***********************************************************************
 FM0330  DESIGNATION -  E 248
 FM0330  PID         -  FM0330
 FM0330  STATE/COUNTY-  TX/POTTER
 FM0330  USGS QUAD   -  BUSHLAND (1984)
 FM0330
 FM0330                         *CURRENT SURVEY CONTROL
 FM0330  ___________________________________________________________________
 FM0330* NAD 83(1986)-  35 11 25.     (N)    102 00 40.     (W)     SCALED    
 FM0330* NAVD 88     -      1155.284  (meters)    3790.29   (feet)  POSTED    
 FM0330  ___________________________________________________________________
 FM0330  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 FM0330  DYNAMIC HT  -        1153.890 (meters)    3785.72  (feet)  COMP
 FM0330  MODELED GRAV-     979,386.8   (mgal)                       NAVD 88
 FM0330
 FM0330  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FM0330
 FM0330.The horizontal coordinates were scaled from a topographic map and have
 FM0330.an estimated accuracy of +/- 6 seconds.
 FM0330
 FM0330.The orthometric height was determined by differential leveling
 FM0330.and adjusted by the National Geodetic Survey in 1992..
 FM0330.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FM0330.rate greater than 8.0 mm/km.
 FM0330
 FM0330.The geoid height was determined by GEOID03.
 FM0330
 FM0330.The dynamic height is computed by dividing the NAVD 88
 FM0330.geopotential number by the normal gravity value computed on the
 FM0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0330.degrees latitude (g = 980.6199 gals.).
 FM0330
 FM0330.The modeled gravity was interpolated from observed gravity values.
 FM0330
 FM0330;                    North         East    Units  Estimated Accuracy
 FM0330;SPC TX N     - 1,132,170.      153,450.      MT  (+/- 180 meters Scaled)
 FM0330
 FM0330                          SUPERSEDED SURVEY CONTROL
 FM0330
 FM0330  NGVD 29 (??/??/92) 1154.772  (m)         3788.61   (f) ADJ UNCH    2 0
 FM0330
 FM0330.Superseded values are not recommended for survey control.
 FM0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0330.See file dsdata.txt to determine how the superseded data were derived.
 FM0330
 FM0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU721982(NAD 83)
 FM0330_MARKER: DB = BENCH MARK DISK
 FM0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0330_STAMPING: E-248 1934
 FM0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0330+STABILITY: SURFACE MOTION
 FM0330
 FM0330  HISTORY     - Date     Condition        Report By
 FM0330  HISTORY     - 1934     MONUMENTED       CGS
 FM0330  HISTORY     - 1966     GOOD             NGS
 FM0330  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0330
 FM0330                          STATION DESCRIPTION
 FM0330
 FM0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0330'10.5 MI W FROM AMARILLO.
 FM0330'10.5 MILES WEST OF CITY HALL AT AMARILLO 56 FEET SOUTH OF MILE POST
 FM0330'771.  32 FEET SOUTH OF CENTERLINE OF ROCK ISLAND RAILROAD.  3 FEET
 FM0330'NORTH OF RIGHT-OF-WAY FENCE.  340 FEET WEST OF ROAD CROSSING.
 FM0330
 FM0330                          STATION RECOVERY (1966)
 FM0330
 FM0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FM0330'RECOVERED IN GOOD CONDITION.
 FM0330
 FM0330                          STATION RECOVERY (1980)
 FM0330
 FM0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0330'THE DESCRIBED LOCATION WAS THOUROUGHLY SEARCHED AND IT IS SUSPECTED
 FM0330'THAT THE MARK WAS DESTROYED DURING GRADING ALONG THE ACCESS AND
 FM0330'FRONTAGE ROADS ALONG I-40/U S 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0349 ***********************************************************************
 BP0349  DESIGNATION -  E 25
 BP0349  PID         -  BP0349
 BP0349  STATE/COUNTY-  TX/BREWSTER
 BP0349  USGS QUAD   -  PAISANO (1972)
 BP0349
 BP0349                         *CURRENT SURVEY CONTROL
 BP0349  ___________________________________________________________________
 BP0349* NAD 83(1986)-  30 19 46.     (N)    103 45 58.     (W)     SCALED    
 BP0349* NAVD 88     -      1466.196  (meters)    4810.34   (feet)  POSTED    
 BP0349  ___________________________________________________________________
 BP0349  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 BP0349  DYNAMIC HT  -        1463.780 (meters)    4802.42  (feet)  COMP
 BP0349  MODELED GRAV-     978,941.8   (mgal)                       NAVD 88
 BP0349
 BP0349  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0349
 BP0349.The horizontal coordinates were scaled from a topographic map and have
 BP0349.an estimated accuracy of +/- 6 seconds.
 BP0349
 BP0349.The orthometric height was determined by differential leveling
 BP0349.and adjusted by the National Geodetic Survey in 1992..
 BP0349.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0349.rate of 1.1 thru 2.0 mm/km.
 BP0349
 BP0349.The geoid height was determined by GEOID03.
 BP0349
 BP0349.The dynamic height is computed by dividing the NAVD 88
 BP0349.geopotential number by the normal gravity value computed on the
 BP0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0349.degrees latitude (g = 980.6199 gals.).
 BP0349
 BP0349.The modeled gravity was interpolated from observed gravity values.
 BP0349
 BP0349;                    North         East    Units  Estimated Accuracy
 BP0349;SPC TXSC     - 4,285,990.      141,780.      MT  (+/- 180 meters Scaled)
 BP0349
 BP0349                          SUPERSEDED SURVEY CONTROL
 BP0349
 BP0349.No superseded survey control is available for this station.
 BP0349
 BP0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP186559(NAD 83)
 BP0349_MARKER: DB = BENCH MARK DISK
 BP0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0349_STAMPING: E 25 1917
 BP0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0349+STABILITY: SURFACE MOTION
 BP0349
 BP0349  HISTORY     - Date     Condition        Report By
 BP0349  HISTORY     - 1917     MONUMENTED       CGS
 BP0349  HISTORY     - 1957     MARK NOT FOUND   NGS
 BP0349  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0349
 BP0349                          STATION DESCRIPTION
 BP0349
 BP0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0349'1.6 MI W FROM TORONTO.
 BP0349'ABOUT 1.6 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0349'TORONTO, BREWSTER COUNTY AT MILEPOST 614 AND 65 FEET NORTH OF THE
 BP0349'TRACK.  A STANDARD DISK, STAMPED E 25 1917.  AND SET IN THE TOP OF A
 BP0349'CONCRETE POST.
 BP0349
 BP0349                          STATION RECOVERY (1966)
 BP0349
 BP0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1083 ***********************************************************************
 BY1083  DESIGNATION -  E 251
 BY1083  PID         -  BY1083
 BY1083  STATE/COUNTY-  TX/NACOGDOCHES
 BY1083  USGS QUAD   -  TRAWICK (1984)
 BY1083
 BY1083                         *CURRENT SURVEY CONTROL
 BY1083  ___________________________________________________________________
 BY1083* NAD 83(1986)-  31 45 39.     (N)    094 42 50.     (W)     SCALED    
 BY1083* NAVD 88     -       127.130  (meters)     417.09   (feet)  ADJUSTED  
 BY1083  ___________________________________________________________________
 BY1083  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BY1083  DYNAMIC HT  -         126.974 (meters)     416.58  (feet)  COMP
 BY1083  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 BY1083
 BY1083  VERT ORDER  -  FIRST     CLASS II
 BY1083
 BY1083.The horizontal coordinates were scaled from a topographic map and have
 BY1083.an estimated accuracy of +/- 6 seconds.
 BY1083
 BY1083.The orthometric height was determined by differential leveling
 BY1083.and adjusted by the National Geodetic Survey in June 1991..
 BY1083
 BY1083.The geoid height was determined by GEOID03.
 BY1083
 BY1083.The dynamic height is computed by dividing the NAVD 88
 BY1083.geopotential number by the normal gravity value computed on the
 BY1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1083.degrees latitude (g = 980.6199 gals.).
 BY1083
 BY1083.The modeled gravity was interpolated from observed gravity values.
 BY1083
 BY1083;                    North         East    Units  Estimated Accuracy
 BY1083;SPC TX C     - 3,245,600.    1,232,130.      MT  (+/- 180 meters Scaled)
 BY1083
 BY1083                          SUPERSEDED SURVEY CONTROL
 BY1083
 BY1083  NGVD 29 (??/??/92)  127.164  (m)          417.20   (f) ADJ UNCH    1 2
 BY1083
 BY1083.Superseded values are not recommended for survey control.
 BY1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1083.See file dsdata.txt to determine how the superseded data were derived.
 BY1083
 BY1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR376152(NAD 83)
 BY1083_MARKER: DB = BENCH MARK DISK
 BY1083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1083_SP_SET: CULVERT
 BY1083_STAMPING: E 251 1952
 BY1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1083
 BY1083  HISTORY     - Date     Condition        Report By
 BY1083  HISTORY     - 1952     MONUMENTED       CGS
 BY1083  HISTORY     - 1979     GOOD             NGS
 BY1083  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1083
 BY1083                          STATION DESCRIPTION
 BY1083
 BY1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1083'8.5 MI SE FROM CUSHING.
 BY1083'8.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1083'STATION AT CUSHING, 16 POLES SOUTHEAST OF MILEPOST 164, 17.5 FEET
 BY1083'SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET BELOW THE TOP OF THE RAILS,
 BY1083'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A
 BY1083'CONCRETE CULVERT.
 BY1083
 BY1083                          STATION RECOVERY (1979)
 BY1083
 BY1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1083'NOT LEVELED TO AT THIS TIME.
 BY1083'THE MARK IS 2 FT  E FROM A WITNESS POST.
 BY1083'THE MARK IS 6 FT BELOW THE RAILROAD TRACKS.
 BY1083
 BY1083                          STATION RECOVERY (1998)
 BY1083
 BY1083'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0365 ***********************************************************************
 CR0365  DESIGNATION -  E 252
 CR0365  PID         -  CR0365
 CR0365  STATE/COUNTY-  TX/CHEROKEE
 CR0365  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0365
 CR0365                         *CURRENT SURVEY CONTROL
 CR0365  ___________________________________________________________________
 CR0365* NAD 83(1986)-  32 00 16.     (N)    095 16 55.     (W)     SCALED    
 CR0365* NAVD 88     -       213.699  (meters)     701.11   (feet)  ADJUSTED  
 CR0365  ___________________________________________________________________
 CR0365  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR0365  DYNAMIC HT  -         213.441 (meters)     700.26  (feet)  COMP
 CR0365  MODELED GRAV-     979,430.0   (mgal)                       NAVD 88
 CR0365
 CR0365  VERT ORDER  -  FIRST     CLASS II
 CR0365
 CR0365.The horizontal coordinates were scaled from a topographic map and have
 CR0365.an estimated accuracy of +/- 6 seconds.
 CR0365
 CR0365.The orthometric height was determined by differential leveling
 CR0365.and adjusted by the National Geodetic Survey in June 1991..
 CR0365
 CR0365.The geoid height was determined by GEOID03.
 CR0365
 CR0365.The dynamic height is computed by dividing the NAVD 88
 CR0365.geopotential number by the normal gravity value computed on the
 CR0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0365.degrees latitude (g = 980.6199 gals.).
 CR0365
 CR0365.The modeled gravity was interpolated from observed gravity values.
 CR0365
 CR0365;                    North         East    Units  Estimated Accuracy
 CR0365;SPC TX C     - 3,270,010.    1,177,150.      MT  (+/- 180 meters Scaled)
 CR0365
 CR0365                          SUPERSEDED SURVEY CONTROL
 CR0365
 CR0365  NGVD 29 (??/??/92)  213.719  (m)          701.18   (f) ADJ UNCH    1 2
 CR0365
 CR0365.Superseded values are not recommended for survey control.
 CR0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0365.See file dsdata.txt to determine how the superseded data were derived.
 CR0365
 CR0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR844432(NAD 83)
 CR0365_MARKER: DB = BENCH MARK DISK
 CR0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0365_STAMPING: E 252 1952
 CR0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0365+STABILITY: SURFACE MOTION
 CR0365
 CR0365  HISTORY     - Date     Condition        Report By
 CR0365  HISTORY     - 1952     MONUMENTED       CGS
 CR0365  HISTORY     - 1959     GOOD             NGS
 CR0365  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0365  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0365
 CR0365                          STATION DESCRIPTION
 CR0365
 CR0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0365'3.5 MI N FROM JACKSONVILLE.
 CR0365'ABOUT 0.2 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CR0365'STATION AT JACKSONVILLE, THENCE ABOUT 3.2 MILES NORTH ALONG THE ST.
 CR0365'LOUIS SOUTHWESTERN RAILWAY TO A PAVED ROAD CROSSING, THENCE ABOUT 0.1
 CR0365'MILE NORTH-NORTHWEST ALONG A PAVED ROAD LEADING TO THE NICHOLS TOY
 CR0365'PISTOL FACTORY, 202 FEET WEST OF THE WEST CORNER OF A TILE WAREHOUSE
 CR0365'AT THE FACTORY, 109 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 CR0365'SOUTHEAST-NORTHWEST RUNWAY OF THE JACKSONVILLE AIRPORT, 126 FEET
 CR0365'NORTHWEST OF THE WEST CORNER OF THE MOST NORTHWESTERLY OF 3 METAL
 CR0365'HANGERS, 20.3 FEET WEST OF THE SOUTHWEST CORNER OF A TWO STORY HOUSE,
 CR0365'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 CR0365
 CR0365                          STATION RECOVERY (1973)
 CR0365
 CR0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0365'MARK NOT FOUND.
 CR0365
 CR0365                          STATION RECOVERY (1996)
 CR0365
 CR0365'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0780 ***********************************************************************
 FL0780  DESIGNATION -  E 253
 FL0780  PID         -  FL0780
 FL0780  STATE/COUNTY-  TX/HUTCHINSON
 FL0780  USGS QUAD   -  PRINGLE (1978)
 FL0780
 FL0780                         *CURRENT SURVEY CONTROL
 FL0780  ___________________________________________________________________
 FL0780* NAD 83(1986)-  35 55 39.     (N)    101 26 38.     (W)     SCALED    
 FL0780* NAVD 88     -      1022.962  (meters)    3356.17   (feet)  ADJUSTED  
 FL0780  ___________________________________________________________________
 FL0780  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FL0780  DYNAMIC HT  -        1021.815 (meters)    3352.40  (feet)  COMP
 FL0780  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 FL0780
 FL0780  VERT ORDER  -  SECOND    CLASS 0
 FL0780
 FL0780.The horizontal coordinates were scaled from a topographic map and have
 FL0780.an estimated accuracy of +/- 6 seconds.
 FL0780
 FL0780.The orthometric height was determined by differential leveling
 FL0780.and adjusted by the National Geodetic Survey in June 1991..
 FL0780
 FL0780.The geoid height was determined by GEOID03.
 FL0780
 FL0780.The dynamic height is computed by dividing the NAVD 88
 FL0780.geopotential number by the normal gravity value computed on the
 FL0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0780.degrees latitude (g = 980.6199 gals.).
 FL0780
 FL0780.The modeled gravity was interpolated from observed gravity values.
 FL0780
 FL0780;                    North         East    Units  Estimated Accuracy
 FL0780;SPC TX N     - 1,213,840.      205,060.      MT  (+/- 180 meters Scaled)
 FL0780
 FL0780                          SUPERSEDED SURVEY CONTROL
 FL0780
 FL0780  NGVD 29 (??/??/92) 1022.486  (m)         3354.61   (f) ADJ UNCH    2 0
 FL0780
 FL0780.Superseded values are not recommended for survey control.
 FL0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0780.See file dsdata.txt to determine how the superseded data were derived.
 FL0780
 FL0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE795786(NAD 83)
 FL0780_MARKER: DB = BENCH MARK DISK
 FL0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0780_STAMPING: E-253 1934
 FL0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0780+STABILITY: SURFACE MOTION
 FL0780
 FL0780  HISTORY     - Date     Condition        Report By
 FL0780  HISTORY     - 1934     MONUMENTED       CGS
 FL0780  HISTORY     - 1953     GOOD             USGS
 FL0780
 FL0780                          STATION DESCRIPTION
 FL0780
 FL0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0780'1.7 MI SE FROM PRINGLE.
 FL0780'1.7 MILES SOUTHEAST OF C. RI. AND G. RR. STATION AT PRINGLE 24 FEET
 FL0780'WEST OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILROAD TRACK.
 FL0780'24 FEET NORTH OF GATE IN FENCE LINE. 4 POLES NORTH OF AND ON OPPOSITE
 FL0780'SIDE OF TRACK OF MILE POLE 65/20.
 FL0780
 FL0780                          STATION RECOVERY (1953)
 FL0780
 FL0780'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0329 ***********************************************************************
 GK0329  DESIGNATION -  E 255
 GK0329  PID         -  GK0329
 GK0329  STATE/COUNTY-  TX/HANSFORD
 GK0329  USGS QUAD   -  SPEARMAN (1974)
 GK0329
 GK0329                         *CURRENT SURVEY CONTROL
 GK0329  ___________________________________________________________________
 GK0329* NAD 83(1986)-  36 13 12.     (N)    101 10 21.     (W)     SCALED    
 GK0329* NAVD 88     -       941.877  (meters)    3090.14   (feet)  ADJUSTED  
 GK0329  ___________________________________________________________________
 GK0329  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 GK0329  DYNAMIC HT  -         940.867 (meters)    3086.83  (feet)  COMP
 GK0329  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 GK0329
 GK0329  VERT ORDER  -  SECOND    CLASS 0
 GK0329
 GK0329.The horizontal coordinates were scaled from a topographic map and have
 GK0329.an estimated accuracy of +/- 6 seconds.
 GK0329
 GK0329.The orthometric height was determined by differential leveling
 GK0329.and adjusted by the National Geodetic Survey in June 1991..
 GK0329
 GK0329.The geoid height was determined by GEOID03.
 GK0329
 GK0329.The dynamic height is computed by dividing the NAVD 88
 GK0329.geopotential number by the normal gravity value computed on the
 GK0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0329.degrees latitude (g = 980.6199 gals.).
 GK0329
 GK0329.The modeled gravity was interpolated from observed gravity values.
 GK0329
 GK0329;                    North         East    Units  Estimated Accuracy
 GK0329;SPC TX N     - 1,246,340.      229,450.      MT  (+/- 180 meters Scaled)
 GK0329
 GK0329                          SUPERSEDED SURVEY CONTROL
 GK0329
 GK0329  NGVD 29 (??/??/92)  941.447  (m)         3088.73   (f) ADJ UNCH    2 0
 GK0329
 GK0329.Superseded values are not recommended for survey control.
 GK0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0329.See file dsdata.txt to determine how the superseded data were derived.
 GK0329
 GK0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF047105(NAD 83)
 GK0329_MARKER: DB = BENCH MARK DISK
 GK0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0329_SP_SET: CULVERT
 GK0329_STAMPING: E-255 1934
 GK0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0329
 GK0329  HISTORY     - Date     Condition        Report By
 GK0329  HISTORY     - 1934     MONUMENTED       CGS
 GK0329
 GK0329                          STATION DESCRIPTION
 GK0329
 GK0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0329'1.7 MI NE FROM SPEARMAN.
 GK0329'1.7 MILES NORTHEAST OF SPEARMAN P. AND SF. RR. STATION 150 FEET
 GK0329'SOUTHWEST OF MILEPOLE 82, SET IN SOUTHEAST HEAD WALL OF CONCRETE
 GK0329'CULVERT 82 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0056 ***********************************************************************
 GK0056  DESIGNATION -  E 256
 GK0056  PID         -  GK0056
 GK0056  STATE/COUNTY-  TX/LIPSCOMB
 GK0056  USGS QUAD   -  FOLLETT (1972)
 GK0056
 GK0056                         *CURRENT SURVEY CONTROL
 GK0056  ___________________________________________________________________
 GK0056* NAD 83(1986)-  36 27 09.     (N)    100 12 20.     (W)     SCALED    
 GK0056* NAVD 88     -       813.014  (meters)    2667.36   (feet)  ADJUSTED  
 GK0056  ___________________________________________________________________
 GK0056  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GK0056  DYNAMIC HT  -         812.195 (meters)    2664.68  (feet)  COMP
 GK0056  MODELED GRAV-     979,597.1   (mgal)                       NAVD 88
 GK0056
 GK0056  VERT ORDER  -  SECOND    CLASS 0
 GK0056
 GK0056.The horizontal coordinates were scaled from a topographic map and have
 GK0056.an estimated accuracy of +/- 6 seconds.
 GK0056
 GK0056.The orthometric height was determined by differential leveling
 GK0056.and adjusted by the National Geodetic Survey in June 1991..
 GK0056
 GK0056.The geoid height was determined by GEOID03.
 GK0056
 GK0056.The dynamic height is computed by dividing the NAVD 88
 GK0056.geopotential number by the normal gravity value computed on the
 GK0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0056.degrees latitude (g = 980.6199 gals.).
 GK0056
 GK0056.The modeled gravity was interpolated from observed gravity values.
 GK0056
 GK0056;                    North         East    Units  Estimated Accuracy
 GK0056;SPC TX N     - 1,272,850.      316,050.      MT  (+/- 180 meters Scaled)
 GK0056
 GK0056                          SUPERSEDED SURVEY CONTROL
 GK0056
 GK0056  NGVD 29 (??/??/92)  812.701  (m)         2666.34   (f) ADJ UNCH    2 0
 GK0056
 GK0056.Superseded values are not recommended for survey control.
 GK0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0056.See file dsdata.txt to determine how the superseded data were derived.
 GK0056
 GK0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF919348(NAD 83)
 GK0056_MARKER: DB = BENCH MARK DISK
 GK0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0056_STAMPING: E-256 1934
 GK0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0056+STABILITY: SURFACE MOTION
 GK0056
 GK0056  HISTORY     - Date     Condition        Report By
 GK0056  HISTORY     - 1934     MONUMENTED       CGS
 GK0056  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0056
 GK0056                          STATION DESCRIPTION
 GK0056
 GK0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0056'4.1 MI NW FROM FOLLETT.
 GK0056'4.1 MILES NORTHWEST OF P.AND S.F.RR. STATION AT FOLLETT 0.27 MILE
 GK0056'SOUTHEAST OF MILE POST 23.  30 FEET SOUTH OF NEAREST RAIL OF PANHANDLE
 GK0056'AND SANTA FE RAILWAY TRACK.
 GK0056
 GK0056                          STATION RECOVERY (1972)
 GK0056
 GK0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0054 ***********************************************************************
 FL0054  DESIGNATION -  E 257
 FL0054  PID         -  FL0054
 FL0054  STATE/COUNTY-  TX/WHEELER
 FL0054  USGS QUAD   -  ALLISON SW (1963)
 FL0054
 FL0054                         *CURRENT SURVEY CONTROL
 FL0054  ___________________________________________________________________
 FL0054* NAD 83(1986)-  35 36 02.     (N)    100 14 33.     (W)     SCALED    
 FL0054* NAVD 88     -       813.080  (meters)    2667.58   (feet)  ADJUSTED  
 FL0054  ___________________________________________________________________
 FL0054  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FL0054  DYNAMIC HT  -         812.195 (meters)    2664.68  (feet)  COMP
 FL0054  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 FL0054
 FL0054  VERT ORDER  -  SECOND    CLASS 0
 FL0054
 FL0054.The horizontal coordinates were scaled from a topographic map and have
 FL0054.an estimated accuracy of +/- 6 seconds.
 FL0054
 FL0054.The orthometric height was determined by differential leveling
 FL0054.and adjusted by the National Geodetic Survey in June 1991..
 FL0054
 FL0054.The geoid height was determined by GEOID03.
 FL0054
 FL0054.The dynamic height is computed by dividing the NAVD 88
 FL0054.geopotential number by the normal gravity value computed on the
 FL0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0054.degrees latitude (g = 980.6199 gals.).
 FL0054
 FL0054.The modeled gravity was interpolated from observed gravity values.
 FL0054
 FL0054;                    North         East    Units  Estimated Accuracy
 FL0054;SPC TX N     - 1,178,290.      313,940.      MT  (+/- 180 meters Scaled)
 FL0054
 FL0054                          SUPERSEDED SURVEY CONTROL
 FL0054
 FL0054  NGVD 29 (??/??/92)  812.738  (m)         2666.46   (f) ADJ UNCH    2 0
 FL0054
 FL0054.Superseded values are not recommended for survey control.
 FL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0054.See file dsdata.txt to determine how the superseded data were derived.
 FL0054
 FL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE874403(NAD 83)
 FL0054_MARKER: DB = BENCH MARK DISK
 FL0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0054_STAMPING: E-257 1934
 FL0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0054+STABILITY: SURFACE MOTION
 FL0054
 FL0054  HISTORY     - Date     Condition        Report By
 FL0054  HISTORY     - 1934     MONUMENTED       CGS
 FL0054  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0054
 FL0054                          STATION DESCRIPTION
 FL0054
 FL0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0054'2.7 MI E FROM BRISCO.
 FL0054'2.7 MILES EAST OF P. AND SF. RR. STATION AT BRISCO 0.1 MILE SOUTHEAST
 FL0054'OF MILEPOST 42, 60 FEET SOUTH OF NEAREST RAIL OF PANHANDLE AND SANTA
 FL0054'FE RAILROAD TRACK, 25 FEET WEST OF ROAD TO FARM HOUSE AND CROSSING
 FL0054'TRACK.
 FL0054
 FL0054                          STATION RECOVERY (1963)
 FL0054
 FL0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0359 ***********************************************************************
 BZ0359  DESIGNATION -  E 258
 BZ0359  PID         -  BZ0359
 BZ0359  STATE/COUNTY-  TX/LIMESTONE
 BZ0359  USGS QUAD   -  FARRAR (1966)
 BZ0359
 BZ0359                         *CURRENT SURVEY CONTROL
 BZ0359  ___________________________________________________________________
 BZ0359* NAD 83(1986)-  31 26 37.     (N)    096 16 05.     (W)     SCALED    
 BZ0359* NAVD 88     -       140.165  (meters)     459.86   (feet)  ADJUSTED  
 BZ0359  ___________________________________________________________________
 BZ0359  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 BZ0359  DYNAMIC HT  -         139.994 (meters)     459.30  (feet)  COMP
 BZ0359  MODELED GRAV-     979,420.5   (mgal)                       NAVD 88
 BZ0359
 BZ0359  VERT ORDER  -  FIRST     CLASS II
 BZ0359
 BZ0359.The horizontal coordinates were scaled from a topographic map and have
 BZ0359.an estimated accuracy of +/- 6 seconds.
 BZ0359
 BZ0359.The orthometric height was determined by differential leveling
 BZ0359.and adjusted by the National Geodetic Survey in June 1991..
 BZ0359.WARNING-Repeat measurements at this control monument indicate possible
 BZ0359.vertical movement.
 BZ0359
 BZ0359.The geoid height was determined by GEOID03.
 BZ0359
 BZ0359.The dynamic height is computed by dividing the NAVD 88
 BZ0359.geopotential number by the normal gravity value computed on the
 BZ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0359.degrees latitude (g = 980.6199 gals.).
 BZ0359
 BZ0359.The modeled gravity was interpolated from observed gravity values.
 BZ0359
 BZ0359;                    North         East    Units  Estimated Accuracy
 BZ0359;SPC TX C     - 3,204,050.    1,086,320.      MT  (+/- 180 meters Scaled)
 BZ0359
 BZ0359                          SUPERSEDED SURVEY CONTROL
 BZ0359
 BZ0359  NGVD 29 (??/??/92)  140.128  (m)          459.74   (f) ADJ UNCH    1 2
 BZ0359
 BZ0359.Superseded values are not recommended for survey control.
 BZ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0359.See file dsdata.txt to determine how the superseded data were derived.
 BZ0359
 BZ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV596819(NAD 83)
 BZ0359_MARKER: DB = BENCH MARK DISK
 BZ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0359_STAMPING: E 258 1952
 BZ0359_PROJECTION: PROJECTING 4 CENTIMETERS
 BZ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0359+STABILITY: SURFACE MOTION
 BZ0359
 BZ0359  HISTORY     - Date     Condition        Report By
 BZ0359  HISTORY     - 1952     MONUMENTED       CGS
 BZ0359  HISTORY     - 1980     GOOD             NGS
 BZ0359
 BZ0359                          STATION DESCRIPTION
 BZ0359
 BZ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0359'1.2 MI SE FROM FARRAR.
 BZ0359'1.2 MILES SOUTHEAST ALONG FARM ROAD 39 FROM THE POST OFFICE AT FARRAR,
 BZ0359'0.2 MILE SOUTHEAST OF A ROAD CROSSING, 99 FEET NORTHEAST OF THE CENTER
 BZ0359'LINE OF A ROAD, 77 FEET SOUTHEAST OF A TELEGRAPH POLE, 2 FEET
 BZ0359'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0359'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BZ0359
 BZ0359                          STATION RECOVERY (1980)
 BZ0359
 BZ0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0359'15.9 KM. (9.85 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0359'U.S. HIGHWAY 79 IN JEWETT, 0.3 KM. (0.2 MI.) SOUTHEAST OF THE JUNCTION
 BZ0359'OF FARM ROAD 1512, 30.2 M. (99.0 FT.) NORTHEAST OF THE CENTERLINE OF
 BZ0359'THE ROAD, 0.6 M. (2.0 FT.) SOUTHWEST OF A FENCE, 22.9 M. (75.0 FT.)
 BZ0359'NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE WARNING SIGN.
 BZ0359'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 BZ0359'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0589 ***********************************************************************
 BZ0589  DESIGNATION -  E 259
 BZ0589  PID         -  BZ0589
 BZ0589  STATE/COUNTY-  TX/LIMESTONE
 BZ0589  USGS QUAD   -  COOLIDGE (1978)
 BZ0589
 BZ0589                         *CURRENT SURVEY CONTROL
 BZ0589  ___________________________________________________________________
 BZ0589* NAD 83(1986)-  31 48 24.     (N)    096 44 08.     (W)     SCALED    
 BZ0589* NAVD 88     -       153.643  (meters)     504.08   (feet)  ADJUSTED  
 BZ0589  ___________________________________________________________________
 BZ0589  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BZ0589  DYNAMIC HT  -         153.459 (meters)     503.47  (feet)  COMP
 BZ0589  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 BZ0589
 BZ0589  VERT ORDER  -  FIRST     CLASS II
 BZ0589
 BZ0589.The horizontal coordinates were scaled from a topographic map and have
 BZ0589.an estimated accuracy of +/- 6 seconds.
 BZ0589
 BZ0589.The orthometric height was determined by differential leveling
 BZ0589.and adjusted by the National Geodetic Survey in June 1991..
 BZ0589
 BZ0589.The geoid height was determined by GEOID03.
 BZ0589
 BZ0589.The dynamic height is computed by dividing the NAVD 88
 BZ0589.geopotential number by the normal gravity value computed on the
 BZ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0589.degrees latitude (g = 980.6199 gals.).
 BZ0589
 BZ0589.The modeled gravity was interpolated from observed gravity values.
 BZ0589
 BZ0589;                    North         East    Units  Estimated Accuracy
 BZ0589;SPC TX C     - 3,242,750.    1,040,610.      MT  (+/- 180 meters Scaled)
 BZ0589
 BZ0589                          SUPERSEDED SURVEY CONTROL
 BZ0589
 BZ0589  NGVD 29 (??/??/92)  153.583  (m)          503.88   (f) ADJ UNCH    1 2
 BZ0589
 BZ0589.Superseded values are not recommended for survey control.
 BZ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0589.See file dsdata.txt to determine how the superseded data were derived.
 BZ0589
 BZ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA143212(NAD 83)
 BZ0589_MARKER: DB = BENCH MARK DISK
 BZ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0589_STAMPING: E 259 1952
 BZ0589_PROJECTION: PROJECTING 6 CENTIMETERS
 BZ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0589+STABILITY: SURFACE MOTION
 BZ0589
 BZ0589  HISTORY     - Date     Condition        Report By
 BZ0589  HISTORY     - 1952     MONUMENTED       CGS
 BZ0589  HISTORY     - 1958     GOOD             NGS
 BZ0589  HISTORY     - 1980     GOOD             NGS
 BZ0589  HISTORY     - 19950715 GOOD             USPSQD
 BZ0589
 BZ0589                          STATION DESCRIPTION
 BZ0589
 BZ0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0589'4.65 MI SE FROM HUBBARD.
 BZ0589'4.65 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE ST. LOUIS AND
 BZ0589'SOUTHWESTERN RAILROAD STATION AT HUBBARD, AT THE HILL AND MILESTONE
 BZ0589'COUNTY LINE, 2.7 FEET SOUTHEAST OF A COUNTY LINE SIGN POST, 3.4 FEET
 BZ0589'NORTHEAST OF A HIGHWAY RIGHT OF WAY MARKER, 48 FEET SOUTH OF THE
 BZ0589'CENTER LINE OF THE HIGHWAY, 1.5 FEET EAST OF A WITNESS POST, SET IN
 BZ0589'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BZ0589
 BZ0589                          STATION RECOVERY (1958)
 BZ0589
 BZ0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BZ0589'RECOVERED IN GOOD CONDITION.
 BZ0589
 BZ0589                          STATION RECOVERY (1980)
 BZ0589
 BZ0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0589'8.1 KM. (5.05 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ0589'OF STATE HIGHWAY 31 IN HUBBARD, AT THE HILL-LIMESTONE COUNTY LINE,
 BZ0589'14.6 M. (48.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.1 M.
 BZ0589'(3.5 FT.) EAST OF THE HIGHWAY MARKER, 8.2 M. (2.7 FT.) SOUTHEAST OF A
 BZ0589'COUNTY LINE SIGN POST, 0.6 M. (2.0 FT.) NORTHEAST OF A FENCE.
 BZ0589'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 BZ0589'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BZ0589
 BZ0589                          STATION RECOVERY (1995)
 BZ0589
 BZ0589'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0601 ***********************************************************************
 AB0601  DESIGNATION -  E 26
 AB0601  PID         -  AB0601
 AB0601  STATE/COUNTY-  TX/CAMERON
 AB0601  USGS QUAD   -  RIO HONDO (1980)
 AB0601
 AB0601                         *CURRENT SURVEY CONTROL
 AB0601  ___________________________________________________________________
 AB0601* NAD 83(1986)-  26 14 08.     (N)    097 35 02.     (W)     SCALED    
 AB0601* NAVD 88     -         7.476  (meters)      24.53   (feet)  ADJUSTED  
 AB0601  ___________________________________________________________________
 AB0601  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 AB0601  DYNAMIC HT  -           7.464 (meters)      24.49  (feet)  COMP
 AB0601  MODELED GRAV-     979,045.8   (mgal)                       NAVD 88
 AB0601
 AB0601  VERT ORDER  -  SECOND    CLASS 0
 AB0601
 AB0601.The horizontal coordinates were scaled from a topographic map and have
 AB0601.an estimated accuracy of +/- 6 seconds.
 AB0601
 AB0601.The orthometric height was determined by differential leveling
 AB0601.and adjusted by the National Geodetic Survey in June 1991..
 AB0601
 AB0601.The geoid height was determined by GEOID03.
 AB0601
 AB0601.The dynamic height is computed by dividing the NAVD 88
 AB0601.geopotential number by the normal gravity value computed on the
 AB0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0601.degrees latitude (g = 980.6199 gals.).
 AB0601
 AB0601.The modeled gravity was interpolated from observed gravity values.
 AB0601
 AB0601;                    North         East    Units  Estimated Accuracy
 AB0601;SPC TX S     - 5,063,360.      391,530.      MT  (+/- 180 meters Scaled)
 AB0601
 AB0601                          SUPERSEDED SURVEY CONTROL
 AB0601
 AB0601  NGVD 29 (??/??/92)    7.571  (m)           24.84   (f) ADJ UNCH    2 0
 AB0601
 AB0601.Superseded values are not recommended for survey control.
 AB0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0601.See file dsdata.txt to determine how the superseded data were derived.
 AB0601
 AB0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ414025(NAD 83)
 AB0601_MARKER: DD = SURVEY DISK
 AB0601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0601_SP_SET: CULVERT
 AB0601_STAMPING: E 26 24.58
 AB0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0601
 AB0601  HISTORY     - Date     Condition        Report By
 AB0601  HISTORY     - UNK      MONUMENTED
 AB0601  HISTORY     - 1942     GOOD             NGS
 AB0601  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0601  HISTORY     - 20040204 MARK NOT FOUND   GEOCAC
 AB0601  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 AB0601
 AB0601                          STATION DESCRIPTION
 AB0601
 AB0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0601'IN RIO HONDO.
 AB0601'BENCH MARK IS ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY NUMBER 345 FROM
 AB0601'THE HIGH SCHOOL AT RIO HONDO, AT THE EAST END OF THE STEEL BRIDGE OVER
 AB0601'THE ARROYO COLORADO.  36 FEET NORTH OF AND ABOUT 6.0 FEET BELOW THE
 AB0601'CENTERLINE OF THE HIGHWAY, AND SET HORIZONTALLY IN THE CENTER OF THE
 AB0601'HEADWALL OF A CONCRETE CULVERT RUNNING PARALELL WITH THE HIGHWAY. A
 AB0601'CAMERON COUNTY DISK, STAMPED E 26 24.58 AND SET IN A DRILL HOLE.
 AB0601
 AB0601                          STATION RECOVERY (1987)
 AB0601
 AB0601'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0601'MARK NOT FOUND.
 AB0601
 AB0601                          STATION RECOVERY (2004)
 AB0601
 AB0601'RECOVERY NOTE BY GEOCACHING 2004 (T)
 AB0601'BRIDGE APPEARS TO HAVE BEEN REPLACED AND CONCRETE CULVERT IS NOW
 AB0601'PLASTIC DRAIN PIPE.  MARK MAYBE DESTROYED.
 AB0601
 AB0601                          STATION RECOVERY (2004)
 AB0601
 AB0601'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGR)
 AB0601'THE HIGH SCHOOL BUILDING IS NOW THE RIO HONDO INTERMEDIATE SCHOOL.
 AB0601'CULVERT AND HEADWALL HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0243 ***********************************************************************
 GL0243  DESIGNATION -  E 260
 GL0243  PID         -  GL0243
 GL0243  STATE/COUNTY-  TX/SHERMAN
 GL0243  USGS QUAD   -  STRATFORD (1964)
 GL0243
 GL0243                         *CURRENT SURVEY CONTROL
 GL0243  ___________________________________________________________________
 GL0243* NAD 83(1986)-  36 19 41.     (N)    102 01 34.     (W)     SCALED    
 GL0243* NAVD 88     -      1111.487  (meters)    3646.60   (feet)  ADJUSTED  
 GL0243  ___________________________________________________________________
 GL0243  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 GL0243  DYNAMIC HT  -        1110.262 (meters)    3642.58  (feet)  COMP
 GL0243  MODELED GRAV-     979,492.2   (mgal)                       NAVD 88
 GL0243
 GL0243  VERT ORDER  -  SECOND    CLASS 0
 GL0243
 GL0243.The horizontal coordinates were scaled from a topographic map and have
 GL0243.an estimated accuracy of +/- 6 seconds.
 GL0243
 GL0243.The orthometric height was determined by differential leveling
 GL0243.and adjusted by the National Geodetic Survey in June 1991..
 GL0243
 GL0243.The geoid height was determined by GEOID03.
 GL0243
 GL0243.The dynamic height is computed by dividing the NAVD 88
 GL0243.geopotential number by the normal gravity value computed on the
 GL0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0243.degrees latitude (g = 980.6199 gals.).
 GL0243
 GL0243.The modeled gravity was interpolated from observed gravity values.
 GL0243
 GL0243;                    North         East    Units  Estimated Accuracy
 GL0243;SPC TX N     - 1,258,410.      152,760.      MT  (+/- 180 meters Scaled)
 GL0243
 GL0243                          SUPERSEDED SURVEY CONTROL
 GL0243
 GL0243  NGVD 29 (??/??/92) 1110.99   (m)         3645.0    (f) COMPUTED    2 0
 GL0243
 GL0243.Superseded values are not recommended for survey control.
 GL0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0243.See file dsdata.txt to determine how the superseded data were derived.
 GL0243
 GL0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA669244(NAD 83)
 GL0243_MARKER: DB = BENCH MARK DISK
 GL0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0243_STAMPING: E 260 1952
 GL0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0243+STABILITY: SURFACE MOTION
 GL0243
 GL0243  HISTORY     - Date     Condition        Report By
 GL0243  HISTORY     - 1952     MONUMENTED       CGS
 GL0243
 GL0243                          STATION DESCRIPTION
 GL0243
 GL0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0243'2.7 MI E FROM STRATFORD.
 GL0243'2.7 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GL0243'PACIFIC RAILROAD STATION AT STRATFORD, AT A JUNCTION WITH A NORTH AND
 GL0243'SOUTH ROAD, 107 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH
 GL0243'ROAD, 50 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 64 FEET EAST
 GL0243'OF A POWER POLE, 75 FEET EAST OF A FENCE CORNER, 0.8 FOOT NORTH OF A
 GL0243'FENCE, 2.5 FEET WEST OF A WITNESS POST, 200 FEET SOUTHWEST OF A SMALL
 GL0243'UNPAINTED ABANDONED HOUSE, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0243'PROJECTS 0.5 FOOT ABOVE THE GROUND..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0314 ***********************************************************************
 EM0314  DESIGNATION -  E 261
 EM0314  PID         -  EM0314
 EM0314  STATE/COUNTY-  TX/WILBARGER
 EM0314  USGS QUAD   -  BOGGY CREEK (1983)
 EM0314
 EM0314                         *CURRENT SURVEY CONTROL
 EM0314  ___________________________________________________________________
 EM0314* NAD 83(1986)-  34 00 59.     (N)    099 14 39.     (W)     SCALED    
 EM0314* NAVD 88     -       360.298  (meters)    1182.08   (feet)  ADJUSTED  
 EM0314  ___________________________________________________________________
 EM0314  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EM0314  DYNAMIC HT  -         359.892 (meters)    1180.75  (feet)  COMP
 EM0314  MODELED GRAV-     979,497.8   (mgal)                       NAVD 88
 EM0314
 EM0314  VERT ORDER  -  SECOND    CLASS 0
 EM0314
 EM0314.The horizontal coordinates were scaled from a topographic map and have
 EM0314.an estimated accuracy of +/- 6 seconds.
 EM0314
 EM0314.The orthometric height was determined by differential leveling
 EM0314.and adjusted by the National Geodetic Survey in June 1991..
 EM0314
 EM0314.The geoid height was determined by GEOID03.
 EM0314
 EM0314.The dynamic height is computed by dividing the NAVD 88
 EM0314.geopotential number by the normal gravity value computed on the
 EM0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0314.degrees latitude (g = 980.6199 gals.).
 EM0314
 EM0314.The modeled gravity was interpolated from observed gravity values.
 EM0314
 EM0314;                    North         East    Units  Estimated Accuracy
 EM0314;SPC TXNC     - 2,260,820.      531,260.      MT  (+/- 180 meters Scaled)
 EM0314
 EM0314                          SUPERSEDED SURVEY CONTROL
 EM0314
 EM0314  NGVD 29 (??/??/92)  360.165  (m)         1181.64   (f) ADJ UNCH    2 0
 EM0314
 EM0314.Superseded values are not recommended for survey control.
 EM0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0314.See file dsdata.txt to determine how the superseded data were derived.
 EM0314
 EM0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC774640(NAD 83)
 EM0314_MARKER: DB = BENCH MARK DISK
 EM0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0314_STAMPING: E 261 1934
 EM0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0314+STABILITY: SURFACE MOTION
 EM0314
 EM0314  HISTORY     - Date     Condition        Report By
 EM0314  HISTORY     - 1934     MONUMENTED       CGS
 EM0314  HISTORY     - 1957     GOOD             NGS
 EM0314  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 EM0314
 EM0314                          STATION DESCRIPTION
 EM0314
 EM0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0314'9.4 MI S FROM VERNON.
 EM0314'9.4 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM VERNON, WILBARGER COUNTY,
 EM0314'0.2 MILE NORTH OF A CONCRETE BRIDGE, 48 FEET WEST OF THE CENTERLINE OF
 EM0314'THE HIGHWAY, 21 FEET NORTH OF A FENCE JUNCTION, AND SET IN THE TOP OF
 EM0314'A CONCRETE POST.  NOTE-- MARK IS 0.15 MILE NORTH OF CONCRETE BRIDGE.
 EM0314
 EM0314                          STATION RECOVERY (1971)
 EM0314
 EM0314'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 EM0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0733 ***********************************************************************
 CT0733  DESIGNATION -  E 262
 CT0733  PID         -  CT0733
 CT0733  STATE/COUNTY-  TX/JONES
 CT0733  USGS QUAD   -  ANSON (1965)
 CT0733
 CT0733                         *CURRENT SURVEY CONTROL
 CT0733  ___________________________________________________________________
 CT0733* NAD 83(1986)-  32 45 22.     (N)    099 53 48.     (W)     SCALED    
 CT0733* NAVD 88     -       527.665  (meters)    1731.18   (feet)  ADJUSTED  
 CT0733  ___________________________________________________________________
 CT0733  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CT0733  DYNAMIC HT  -         526.982 (meters)    1728.94  (feet)  COMP
 CT0733  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 CT0733
 CT0733  VERT ORDER  -  SECOND    CLASS 0
 CT0733
 CT0733.The horizontal coordinates were scaled from a topographic map and have
 CT0733.an estimated accuracy of +/- 6 seconds.
 CT0733
 CT0733.The orthometric height was determined by differential leveling
 CT0733.and adjusted by the National Geodetic Survey in June 1991..
 CT0733
 CT0733.The geoid height was determined by GEOID03.
 CT0733
 CT0733.The dynamic height is computed by dividing the NAVD 88
 CT0733.geopotential number by the normal gravity value computed on the
 CT0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0733.degrees latitude (g = 980.6199 gals.).
 CT0733
 CT0733.The modeled gravity was interpolated from observed gravity values.
 CT0733
 CT0733;                    North         East    Units  Estimated Accuracy
 CT0733;SPC TXNC     - 2,121,680.      469,140.      MT  (+/- 180 meters Scaled)
 CT0733
 CT0733                          SUPERSEDED SURVEY CONTROL
 CT0733
 CT0733  NGVD 29 (??/??/92)  527.470  (m)         1730.54   (f) ADJ UNCH    2 0
 CT0733
 CT0733.Superseded values are not recommended for survey control.
 CT0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0733.See file dsdata.txt to determine how the superseded data were derived.
 CT0733
 CT0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB160246(NAD 83)
 CT0733_MARKER: DB = BENCH MARK DISK
 CT0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0733_STAMPING: E 262 1934
 CT0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0733+STABILITY: SURFACE MOTION
 CT0733
 CT0733  HISTORY     - Date     Condition        Report By
 CT0733  HISTORY     - 1934     MONUMENTED       CGS
 CT0733  HISTORY     - 1961     GOOD             NGS
 CT0733  HISTORY     - 20050526 GOOD             USPSQD
 CT0733
 CT0733                          STATION DESCRIPTION
 CT0733
 CT0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0733'IN ANSON.
 CT0733'AT ANSON, JONES COUNTY, AT THE COUNTY COURTHOUSE, 36 FEET SOUTH OF THE
 CT0733'SOUTH ENTRANCE STEPS, 7 FEET EAST OF THE CENTERLINE OF THE WALK TO THE
 CT0733'SOUTH ENTRANCE, AND 7 FEET NORTH OF THE CENTERLINE OF THE MAIN
 CT0733'SIDEWALK.  A STANDARD DISK, STAMPED E 262 1934 AND SET IN THE TOP OF A
 CT0733'CONCRETE POST.
 CT0733
 CT0733                          STATION RECOVERY (2005)
 CT0733
 CT0733'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CT0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0278 ***********************************************************************
 DN0278  DESIGNATION -  E 263
 DN0278  PID         -  DN0278
 DN0278  STATE/COUNTY-  TX/COLLIN
 DN0278  USGS QUAD   -  FRISCO (1981)
 DN0278
 DN0278                         *CURRENT SURVEY CONTROL
 DN0278  ___________________________________________________________________
 DN0278* NAD 83(1986)-  33 11 07.     (N)    096 49 12.     (W)     SCALED    
 DN0278* NAVD 88     -       192.142  (meters)     630.39   (feet)  ADJUSTED  
 DN0278  ___________________________________________________________________
 DN0278  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DN0278  DYNAMIC HT  -         191.931 (meters)     629.69  (feet)  COMP
 DN0278  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 DN0278
 DN0278  VERT ORDER  -  SECOND    CLASS 0
 DN0278
 DN0278.The horizontal coordinates were scaled from a topographic map and have
 DN0278.an estimated accuracy of +/- 6 seconds.
 DN0278
 DN0278.The orthometric height was determined by differential leveling
 DN0278.and adjusted by the National Geodetic Survey in June 1991..
 DN0278
 DN0278.The geoid height was determined by GEOID03.
 DN0278
 DN0278.The dynamic height is computed by dividing the NAVD 88
 DN0278.geopotential number by the normal gravity value computed on the
 DN0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0278.degrees latitude (g = 980.6199 gals.).
 DN0278
 DN0278.The modeled gravity was interpolated from observed gravity values.
 DN0278
 DN0278;                    North         East    Units  Estimated Accuracy
 DN0278;SPC TXNC     - 2,169,650.      756,650.      MT  (+/- 180 meters Scaled)
 DN0278
 DN0278                          SUPERSEDED SURVEY CONTROL
 DN0278
 DN0278  NGVD 29 (??/??/92)  192.154  (m)          630.43   (f) ADJ UNCH    2 0
 DN0278
 DN0278.Superseded values are not recommended for survey control.
 DN0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0278.See file dsdata.txt to determine how the superseded data were derived.
 DN0278
 DN0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB032739(NAD 83)
 DN0278_MARKER: DB = BENCH MARK DISK
 DN0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0278_STAMPING: E 263 1934
 DN0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0278+STABILITY: SURFACE MOTION
 DN0278
 DN0278  HISTORY     - Date     Condition        Report By
 DN0278  HISTORY     - 1934     MONUMENTED       CGS
 DN0278  HISTORY     - 1960     GOOD             USGS
 DN0278  HISTORY     - 19910713 MARK NOT FOUND   USPSQD
 DN0278
 DN0278                          STATION DESCRIPTION
 DN0278
 DN0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0278'2.4 MI N FROM FRISCO.
 DN0278'2.4 MILES N OF AND ALONG THE ST. L. AND S.F. R.R. 5 YARDS N OF MILE
 DN0278'POST 682.  43 FEET W OF THE CENTER OF THE TRACKS.  21 FEET E OF THE
 DN0278'CENTER OF THE COUNTY ROAD.
 DN0278
 DN0278                          STATION RECOVERY (1960)
 DN0278
 DN0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DN0278'RECOVERED IN GOOD CONDITION.
 DN0278
 DN0278                          STATION RECOVERY (1991)
 DN0278
 DN0278'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0524 ***********************************************************************
 DN0524  DESIGNATION -  E 264
 DN0524  PID         -  DN0524
 DN0524  STATE/COUNTY-  TX/GRAYSON
 DN0524  USGS QUAD   -  SHERMAN (1974)
 DN0524
 DN0524                         *CURRENT SURVEY CONTROL
 DN0524  ___________________________________________________________________
 DN0524* NAD 83(1986)-  33 43 47.     (N)    096 33 11.     (W)     SCALED    
 DN0524* NAVD 88     -       208.802  (meters)     685.04   (feet)  ADJUSTED  
 DN0524  ___________________________________________________________________
 DN0524  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DN0524  DYNAMIC HT  -         208.578 (meters)     684.31  (feet)  COMP
 DN0524  MODELED GRAV-     979,557.9   (mgal)                       NAVD 88
 DN0524
 DN0524  VERT ORDER  -  SECOND    CLASS 0
 DN0524
 DN0524.The horizontal coordinates were scaled from a topographic map and have
 DN0524.an estimated accuracy of +/- 6 seconds.
 DN0524
 DN0524.The orthometric height was determined by differential leveling
 DN0524.and adjusted by the National Geodetic Survey in June 1991..
 DN0524
 DN0524.The geoid height was determined by GEOID03.
 DN0524
 DN0524.The dynamic height is computed by dividing the NAVD 88
 DN0524.geopotential number by the normal gravity value computed on the
 DN0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0524.degrees latitude (g = 980.6199 gals.).
 DN0524
 DN0524.The modeled gravity was interpolated from observed gravity values.
 DN0524
 DN0524;                    North         East    Units  Estimated Accuracy
 DN0524;SPC TXNC     - 2,230,450.      780,420.      MT  (+/- 180 meters Scaled)
 DN0524
 DN0524                          SUPERSEDED SURVEY CONTROL
 DN0524
 DN0524  NGVD 29 (??/??/92)  208.777  (m)          684.96   (f) ADJ UNCH    2 0
 DN0524
 DN0524.Superseded values are not recommended for survey control.
 DN0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0524.See file dsdata.txt to determine how the superseded data were derived.
 DN0524
 DN0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC267348(NAD 83)
 DN0524_MARKER: DB = BENCH MARK DISK
 DN0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0524_STAMPING: E 264 1934
 DN0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0524+STABILITY: SURFACE MOTION
 DN0524
 DN0524  HISTORY     - Date     Condition        Report By
 DN0524  HISTORY     - 1934     MONUMENTED       CGS
 DN0524  HISTORY     - 1952     GOOD             NGS
 DN0524
 DN0524                          STATION DESCRIPTION
 DN0524
 DN0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0524'2.25 MI S FROM DENISON.
 DN0524'2.25 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 DN0524'UNION STATION AT DENISON, 5 POLES SOUTH OF MILEPOST 336, 63 FEET
 DN0524'NORTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 48 FEET EAST OF
 DN0524'THE EAST RAIL, 18 FEET WEST OF THE CENTER LINE OF A DIRT STREET, 3
 DN0524'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0524'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0214 ***********************************************************************
 DN0214  DESIGNATION -  E 265
 DN0214  PID         -  DN0214
 DN0214  STATE/COUNTY-  TX/HUNT
 DN0214  USGS QUAD   -  GREENVILLE NW (1962)
 DN0214
 DN0214                         *CURRENT SURVEY CONTROL
 DN0214  ___________________________________________________________________
 DN0214* NAD 83(1986)-  33 08 40.     (N)    096 12 12.     (W)     SCALED    
 DN0214* NAVD 88     -       175.619  (meters)     576.18   (feet)  ADJUSTED  
 DN0214  ___________________________________________________________________
 DN0214  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0214  DYNAMIC HT  -         175.428 (meters)     575.55  (feet)  COMP
 DN0214  MODELED GRAV-     979,546.0   (mgal)                       NAVD 88
 DN0214
 DN0214  VERT ORDER  -  SECOND    CLASS 0
 DN0214
 DN0214.The horizontal coordinates were scaled from a topographic map and have
 DN0214.an estimated accuracy of +/- 6 seconds.
 DN0214
 DN0214.The orthometric height was determined by differential leveling
 DN0214.and adjusted by the National Geodetic Survey in June 1991..
 DN0214
 DN0214.The geoid height was determined by GEOID03.
 DN0214
 DN0214.The dynamic height is computed by dividing the NAVD 88
 DN0214.geopotential number by the normal gravity value computed on the
 DN0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0214.degrees latitude (g = 980.6199 gals.).
 DN0214
 DN0214.The modeled gravity was interpolated from observed gravity values.
 DN0214
 DN0214;                    North         East    Units  Estimated Accuracy
 DN0214;SPC TXNC     - 2,166,210.      814,240.      MT  (+/- 180 meters Scaled)
 DN0214
 DN0214                          SUPERSEDED SURVEY CONTROL
 DN0214
 DN0214  NGVD 29 (??/??/92)  175.593  (m)          576.09   (f) ADJ UNCH    2 0
 DN0214
 DN0214.Superseded values are not recommended for survey control.
 DN0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0214.See file dsdata.txt to determine how the superseded data were derived.
 DN0214
 DN0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB608707(NAD 83)
 DN0214_MARKER: DB = BENCH MARK DISK
 DN0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0214_STAMPING: E 265 1934
 DN0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0214+STABILITY: SURFACE MOTION
 DN0214
 DN0214  HISTORY     - Date     Condition        Report By
 DN0214  HISTORY     - 1934     MONUMENTED       CGS
 DN0214  HISTORY     - 1954     GOOD             NGS
 DN0214  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0214
 DN0214                          STATION DESCRIPTION
 DN0214
 DN0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0214'2.55 MI E FROM FLOYD.
 DN0214'2.55 MILES EAST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0214'THE STATION SIGN AT FLOYD, 78 FEET SOUTH OF MILEPOST 176, 0.1 MILE
 DN0214'WEST OF A DIRT ROAD CROSSING, 45.5 FEET SOUTH OF THE SOUTH RAIL, 17
 DN0214'FEET WEST OF A TELEPHONE POLE, 3 FEET EAST OF A WITNESS POST, SET IN
 DN0214'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 DN0214
 DN0214                          STATION RECOVERY (1994)
 DN0214
 DN0214'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0718 ***********************************************************************
 CS0718  DESIGNATION -  E 266
 CS0718  PID         -  CS0718
 CS0718  STATE/COUNTY-  TX/ELLIS
 CS0718  USGS QUAD   -  ITALY (1978)
 CS0718
 CS0718                         *CURRENT SURVEY CONTROL
 CS0718  ___________________________________________________________________
 CS0718* NAD 83(1986)-  32 11 45.     (N)    096 52 44.     (W)     SCALED    
 CS0718* NAVD 88     -       174.591  (meters)     572.80   (feet)  ADJUSTED  
 CS0718  ___________________________________________________________________
 CS0718  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS0718  DYNAMIC HT  -         174.383 (meters)     572.12  (feet)  COMP
 CS0718  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 CS0718
 CS0718  VERT ORDER  -  SECOND    CLASS 0
 CS0718
 CS0718.The horizontal coordinates were scaled from a topographic map and have
 CS0718.an estimated accuracy of +/- 6 seconds.
 CS0718
 CS0718.The orthometric height was determined by differential leveling
 CS0718.and adjusted by the National Geodetic Survey in June 1991..
 CS0718
 CS0718.The geoid height was determined by GEOID03.
 CS0718
 CS0718.The dynamic height is computed by dividing the NAVD 88
 CS0718.geopotential number by the normal gravity value computed on the
 CS0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0718.degrees latitude (g = 980.6199 gals.).
 CS0718
 CS0718.The modeled gravity was interpolated from observed gravity values.
 CS0718
 CS0718;                    North         East    Units  Estimated Accuracy
 CS0718;SPC TXNC     - 2,059,860.      752,850.      MT  (+/- 180 meters Scaled)
 CS0718
 CS0718                          SUPERSEDED SURVEY CONTROL
 CS0718
 CS0718  NGVD 29 (??/??/92)  174.574  (m)          572.75   (f) ADJ UNCH    2 0
 CS0718
 CS0718.Superseded values are not recommended for survey control.
 CS0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0718.See file dsdata.txt to determine how the superseded data were derived.
 CS0718
 CS0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA999641(NAD 83)
 CS0718_MARKER: DB = BENCH MARK DISK
 CS0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0718_STAMPING: E 266 1934
 CS0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0718+STABILITY: SURFACE MOTION
 CS0718
 CS0718  HISTORY     - Date     Condition        Report By
 CS0718  HISTORY     - 1934     MONUMENTED       CGS
 CS0718  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0718
 CS0718                          STATION DESCRIPTION
 CS0718
 CS0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0718'1.1 MI N FROM ITALY.
 CS0718'1.1 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CS0718'ITALY, ELLIS COUNTY, 6 FEET NORTH OF MILEPOST 812, 500 YARDS EAST OF A
 CS0718'HOUSE, 140 FEET WEST OF A ROW OF POWER-LINE STEEL TOWERS, AND 32 FEET
 CS0718'WEST OF THE TRACK.  A STANDARD DISK, STAMPED E 266 1934 AND SET IN THE
 CS0718'TOP OF A CONCRETE POST.
 CS0718
 CS0718                          STATION RECOVERY (1965)
 CS0718
 CS0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0778 ***********************************************************************
 CR0778  DESIGNATION -  E 268
 CR0778  PID         -  CR0778
 CR0778  STATE/COUNTY-  TX/HENDERSON
 CR0778  USGS QUAD   -  MURCHISON WEST (1984)
 CR0778
 CR0778                         *CURRENT SURVEY CONTROL
 CR0778  ___________________________________________________________________
 CR0778* NAD 83(1986)-  32 16 25.     (N)    095 45 42.     (W)     SCALED    
 CR0778* NAVD 88     -       148.410  (meters)     486.91   (feet)  ADJUSTED  
 CR0778  ___________________________________________________________________
 CR0778  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CR0778  DYNAMIC HT  -         148.237 (meters)     486.34  (feet)  COMP
 CR0778  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 CR0778
 CR0778  VERT ORDER  -  SECOND    CLASS 0
 CR0778
 CR0778.The horizontal coordinates were scaled from a topographic map and have
 CR0778.an estimated accuracy of +/- 6 seconds.
 CR0778
 CR0778.The orthometric height was determined by differential leveling
 CR0778.and adjusted by the National Geodetic Survey in June 1991..
 CR0778
 CR0778.The geoid height was determined by GEOID03.
 CR0778
 CR0778.The dynamic height is computed by dividing the NAVD 88
 CR0778.geopotential number by the normal gravity value computed on the
 CR0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0778.degrees latitude (g = 980.6199 gals.).
 CR0778
 CR0778.The modeled gravity was interpolated from observed gravity values.
 CR0778
 CR0778;                    North         East    Units  Estimated Accuracy
 CR0778;SPC TXNC     - 2,070,670.      857,940.      MT  (+/- 180 meters Scaled)
 CR0778
 CR0778                          SUPERSEDED SURVEY CONTROL
 CR0778
 CR0778  NGVD 29 (??/??/92)  148.422  (m)          486.95   (f) ADJ UNCH    2 0
 CR0778
 CR0778.Superseded values are not recommended for survey control.
 CR0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0778.See file dsdata.txt to determine how the superseded data were derived.
 CR0778
 CR0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR398741(NAD 83)
 CR0778_MARKER: DB = BENCH MARK DISK
 CR0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0778_STAMPING: E 268 1934
 CR0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0778+STABILITY: SURFACE MOTION
 CR0778
 CR0778  HISTORY     - Date     Condition        Report By
 CR0778  HISTORY     - 1934     MONUMENTED       CGS
 CR0778  HISTORY     - 1942     GOOD             NGS
 CR0778  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 CR0778
 CR0778                          STATION DESCRIPTION
 CR0778
 CR0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0778'1.0 MI W FROM MURCHISON.
 CR0778'1 MI W OF AND ALONG THE ST. L AND S W R R 15 YARDS N OF TRACK.  19
 CR0778'YARDS NW OF MILE POST 576.
 CR0778
 CR0778                          STATION RECOVERY (1942)
 CR0778
 CR0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CR0778'RECOVERED IN GOOD CONDITION.
 CR0778
 CR0778                          STATION RECOVERY (2004)
 CR0778
 CR0778'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0044 ***********************************************************************
 BP0044  DESIGNATION -  E 27
 BP0044  PID         -  BP0044
 BP0044  STATE/COUNTY-  TX/TERRELL
 BP0044  USGS QUAD   -  SANDERSON (1969)
 BP0044
 BP0044                         *CURRENT SURVEY CONTROL
 BP0044  ___________________________________________________________________
 BP0044* NAD 83(1986)-  30 08 26.     (N)    102 23 56.     (W)     SCALED    
 BP0044* NAVD 88     -       845.996  (meters)    2775.57   (feet)  ADJUSTED  
 BP0044  ___________________________________________________________________
 BP0044  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 BP0044  DYNAMIC HT  -         844.693 (meters)    2771.30  (feet)  COMP
 BP0044  MODELED GRAV-     979,073.9   (mgal)                       NAVD 88
 BP0044
 BP0044  VERT ORDER  -  FIRST     CLASS II
 BP0044
 BP0044.The horizontal coordinates were scaled from a topographic map and have
 BP0044.an estimated accuracy of +/- 6 seconds.
 BP0044
 BP0044.The orthometric height was determined by differential leveling
 BP0044.and adjusted by the National Geodetic Survey in June 1991..
 BP0044
 BP0044.The geoid height was determined by GEOID03.
 BP0044
 BP0044.The dynamic height is computed by dividing the NAVD 88
 BP0044.geopotential number by the normal gravity value computed on the
 BP0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0044.degrees latitude (g = 980.6199 gals.).
 BP0044
 BP0044.The modeled gravity was interpolated from observed gravity values.
 BP0044
 BP0044;                    North         East    Units  Estimated Accuracy
 BP0044;SPC TXSC     - 4,260,470.      272,580.      MT  (+/- 180 meters Scaled)
 BP0044
 BP0044                          SUPERSEDED SURVEY CONTROL
 BP0044
 BP0044  NGVD 29 (??/??/92)  845.724  (m)         2774.68   (f) ADJ UNCH    1 2
 BP0044
 BP0044.Superseded values are not recommended for survey control.
 BP0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0044.See file dsdata.txt to determine how the superseded data were derived.
 BP0044
 BP0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP505372(NAD 83)
 BP0044_MARKER: DB = BENCH MARK DISK
 BP0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0044_SP_SET: FOUNDATION
 BP0044_STAMPING: E 27 1917 ELEV. 2774.824 FT.
 BP0044_MARK LOGO: CGS   
 BP0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0044
 BP0044  HISTORY     - Date     Condition        Report By
 BP0044  HISTORY     - 1917     MONUMENTED       CGS
 BP0044  HISTORY     - 1957     GOOD             NGS
 BP0044  HISTORY     - 1981     GOOD             NGS
 BP0044
 BP0044                          STATION DESCRIPTION
 BP0044
 BP0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0044'IN SANDERSON.
 BP0044'AT SANDERSON, 152 FEET NORTH OF THE TEXAS AND NEW ORLEANS RAILROAD
 BP0044'STATION, SET VERTICALLY IN THE SOUTH FACE OF THE STONE FOUNDATION OF
 BP0044'THE OLD SANDERSON STATE BANK BUILDING WHICH IS ON THE SOUTH SIDE OF
 BP0044'AND ADJOINING TO THE NEW BANK BUILDING, 41 FEET EAST OF THE CENTER
 BP0044'LINE OF PERSIMMON AVENUE, 3 1/2 FEET EAST OF THE SOUTHWEST CORNER OF
 BP0044'THE BUILDING, AND 1 FOOT ABOVE THE SIDEWALK.
 BP0044
 BP0044                          STATION RECOVERY (1981)
 BP0044
 BP0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0044'IN SANDERSON, AT THE INTERSECTION OF PERSIMMON AVENUE AND DOWNIE
 BP0044'STREETS, SET VERTICALLY IN THE SOUTH FACE OF THE FOOTING OF THE STATE
 BP0044'SCHOOL TAX BUILDING, 47.2 METERS (154.9 FT) NORTH OF THE NORTHEAST
 BP0044'CORNER OF THE SOUTHERN PACIFIC RAILROAD STATION, 12.5 METERS (41.0 FT)
 BP0044'EAST OF THE CENTER OF PERSIMMON AVENUE AND 1.1 METERS (3.6 FT) EAST
 BP0044'OF THE SOUTHWEST CORNER OF THE BUILDING.
 BP0044'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0341 ***********************************************************************
 DO0341  DESIGNATION -  E 270
 DO0341  PID         -  DO0341
 DO0341  STATE/COUNTY-  TX/ARCHER
 DO0341  USGS QUAD   -  HOLLIDAY (1966)
 DO0341
 DO0341                         *CURRENT SURVEY CONTROL
 DO0341  ___________________________________________________________________
 DO0341* NAD 83(1986)-  33 48 51.     (N)    098 41 32.     (W)     SCALED    
 DO0341* NAVD 88     -       322.116  (meters)    1056.81   (feet)  ADJUSTED  
 DO0341  ___________________________________________________________________
 DO0341  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DO0341  DYNAMIC HT  -         321.755 (meters)    1055.62  (feet)  COMP
 DO0341  MODELED GRAV-     979,507.3   (mgal)                       NAVD 88
 DO0341
 DO0341  VERT ORDER  -  SECOND    CLASS 0
 DO0341
 DO0341.The horizontal coordinates were scaled from a topographic map and have
 DO0341.an estimated accuracy of +/- 6 seconds.
 DO0341
 DO0341.The orthometric height was determined by differential leveling
 DO0341.and adjusted by the National Geodetic Survey in June 1991..
 DO0341
 DO0341.The geoid height was determined by GEOID03.
 DO0341
 DO0341.The dynamic height is computed by dividing the NAVD 88
 DO0341.geopotential number by the normal gravity value computed on the
 DO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0341.degrees latitude (g = 980.6199 gals.).
 DO0341
 DO0341.The modeled gravity was interpolated from observed gravity values.
 DO0341
 DO0341;                    North         East    Units  Estimated Accuracy
 DO0341;SPC TXNC     - 2,238,160.      582,200.      MT  (+/- 180 meters Scaled)
 DO0341
 DO0341                          SUPERSEDED SURVEY CONTROL
 DO0341
 DO0341  NGVD 29 (??/??/92)  322.017  (m)         1056.48   (f) ADJ UNCH    2 0
 DO0341
 DO0341.Superseded values are not recommended for survey control.
 DO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0341.See file dsdata.txt to determine how the superseded data were derived.
 DO0341
 DO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC284415(NAD 83)
 DO0341_MARKER: DB = BENCH MARK DISK
 DO0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0341_SP_SET: FOUNDATION
 DO0341_STAMPING: E 270 1934
 DO0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0341
 DO0341  HISTORY     - Date     Condition        Report By
 DO0341  HISTORY     - 1934     MONUMENTED       CGS
 DO0341  HISTORY     - 1957     GOOD             NGS
 DO0341
 DO0341                          STATION DESCRIPTION
 DO0341
 DO0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0341'IN HOLLIDAY.
 DO0341'AT HOLLIDAY, ARCHER COUNTY, 100 YARDS SOUTHEAST OF THE WICHITA VALLEY
 DO0341'RAILWAY TRACK, AT THE CITY WATER TOWER, AND IN THE TOP OF THE CONCRETE
 DO0341'FOUNDATION OF THE SOUTH LEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0428 ***********************************************************************
 DO0428  DESIGNATION -  E 271
 DO0428  PID         -  DO0428
 DO0428  STATE/COUNTY-  TX/THROCKMORTON
 DO0428  USGS QUAD   -  ROCK CANYON (1981)
 DO0428
 DO0428                         *CURRENT SURVEY CONTROL
 DO0428  ___________________________________________________________________
 DO0428* NAD 83(1986)-  33 22 36.     (N)    099 12 26.     (W)     SCALED    
 DO0428* NAVD 88     -       409.470  (meters)    1343.40   (feet)  ADJUSTED  
 DO0428  ___________________________________________________________________
 DO0428  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DO0428  DYNAMIC HT  -         408.988 (meters)    1341.82  (feet)  COMP
 DO0428  MODELED GRAV-     979,448.2   (mgal)                       NAVD 88
 DO0428
 DO0428  VERT ORDER  -  SECOND    CLASS 0
 DO0428
 DO0428.The horizontal coordinates were scaled from a topographic map and have
 DO0428.an estimated accuracy of +/- 6 seconds.
 DO0428
 DO0428.The orthometric height was determined by differential leveling
 DO0428.and adjusted by the National Geodetic Survey in June 1991..
 DO0428
 DO0428.The geoid height was determined by GEOID03.
 DO0428
 DO0428.The dynamic height is computed by dividing the NAVD 88
 DO0428.geopotential number by the normal gravity value computed on the
 DO0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0428.degrees latitude (g = 980.6199 gals.).
 DO0428
 DO0428.The modeled gravity was interpolated from observed gravity values.
 DO0428
 DO0428;                    North         East    Units  Estimated Accuracy
 DO0428;SPC TXNC     - 2,189,850.      534,200.      MT  (+/- 180 meters Scaled)
 DO0428
 DO0428                          SUPERSEDED SURVEY CONTROL
 DO0428
 DO0428  NGVD 29 (??/??/92)  409.348  (m)         1343.00   (f) ADJ UNCH    2 0
 DO0428
 DO0428.Superseded values are not recommended for survey control.
 DO0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0428.See file dsdata.txt to determine how the superseded data were derived.
 DO0428
 DO0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB807930(NAD 83)
 DO0428_MARKER: DB = BENCH MARK DISK
 DO0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0428_SP_SET: ABUTMENT
 DO0428_STAMPING: E-271 1934
 DO0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0428
 DO0428  HISTORY     - Date     Condition        Report By
 DO0428  HISTORY     - 1934     MONUMENTED       CGS
 DO0428  HISTORY     - 1965     GOOD             USGS
 DO0428
 DO0428                          STATION DESCRIPTION
 DO0428
 DO0428'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0428'16.38 MI SW FROM SEYMOUR.
 DO0428'16.38 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 283 FROM THE COURT HOUSE
 DO0428'IN SEYMOUR, TEXAS.  14.57 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 283
 DO0428'FROM THE JUNCTION OF U.S. 283  AND STATE 24 IN THROCKMORTON, TEXAS. A
 DO0428'STANDARD DISK SET IN THE TOP OF THE NORTH ABUTMENT OF THE NORTH OF
 DO0428'THREE BRIDGES, 16 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2350 ***********************************************************************
 CS2350  DESIGNATION -  E 272
 CS2350  PID         -  CS2350
 CS2350  STATE/COUNTY-  TX/PARKER
 CS2350  USGS QUAD   -  GARNER (1979)
 CS2350
 CS2350                         *CURRENT SURVEY CONTROL
 CS2350  ___________________________________________________________________
 CS2350* NAD 83(1986)-  32 49 25.     (N)    097 54 09.     (W)     SCALED    
 CS2350* NAVD 88     -       340.913  (meters)    1118.48   (feet)  ADJUSTED  
 CS2350  ___________________________________________________________________
 CS2350  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CS2350  DYNAMIC HT  -         340.495 (meters)    1117.11  (feet)  COMP
 CS2350  MODELED GRAV-     979,402.5   (mgal)                       NAVD 88
 CS2350
 CS2350  VERT ORDER  -  SECOND    CLASS 0
 CS2350
 CS2350.The horizontal coordinates were scaled from a topographic map and have
 CS2350.an estimated accuracy of +/- 6 seconds.
 CS2350
 CS2350.The orthometric height was determined by differential leveling
 CS2350.and adjusted by the National Geodetic Survey in June 1991..
 CS2350
 CS2350.The geoid height was determined by GEOID03.
 CS2350
 CS2350.The dynamic height is computed by dividing the NAVD 88
 CS2350.geopotential number by the normal gravity value computed on the
 CS2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2350.degrees latitude (g = 980.6199 gals.).
 CS2350
 CS2350.The modeled gravity was interpolated from observed gravity values.
 CS2350
 CS2350;                    North         East    Units  Estimated Accuracy
 CS2350;SPC TXNC     - 2,128,450.      655,940.      MT  (+/- 180 meters Scaled)
 CS2350
 CS2350                          SUPERSEDED SURVEY CONTROL
 CS2350
 CS2350  NGVD 29 (??/??/92)  340.810  (m)         1118.14   (f) ADJ UNCH    2 0
 CS2350
 CS2350.Superseded values are not recommended for survey control.
 CS2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2350.See file dsdata.txt to determine how the superseded data were derived.
 CS2350
 CS2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB027322(NAD 83)
 CS2350_MARKER: DB = BENCH MARK DISK
 CS2350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2350_SP_SET: CULVERT
 CS2350_STAMPING: E 272 1934 1118.200
 CS2350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2350
 CS2350  HISTORY     - Date     Condition        Report By
 CS2350  HISTORY     - 1934     MONUMENTED       CGS
 CS2350  HISTORY     - 1952     GOOD             NGS
 CS2350
 CS2350                          STATION DESCRIPTION
 CS2350
 CS2350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2350'8 MI NW FROM WEATHERFORD.
 CS2350'IT IS ABOUT 8 MILES NORTH WEST ALONG THE WEATHERFORD, MINERAL WELLS
 CS2350'AND NORTHWESTERN RAILWAY, FROM THE DEPOT IN WEATHERFORD, PARKER
 CS2350'COUNTY.  ABOUT 300 YARDS EAST OF MILE POST 8, ABOUT 250 YARDS
 CS2350'SOUTHEAST OF A SMALL FARM HOUSE WHICH IS AT THE END OF THE ROAD AND
 CS2350'ABOUT 50 FEET SOUTH OF A SMALL WELL, 15 FEET NORTHWEST OF THE
 CS2350'CENTERLINE OF THE TRACKS, IN THE TOP OF THE NORTHEAST END OF THE NORTH
 CS2350'HEAD WALL OF A CONCRETE AND STONE CULVERT.  ABOUT 4 FEET BELOW THE
 CS2350'LEVEL OF THE TRACKS.  NOTE-- TO REACH FROM WEATHERFORD.  GO WEST ON
 CS2350'THE HIGHWAY 1.4 MILES.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN COUNTY
 CS2350'ROAD NORTHWEST 3.8 MILES.  TAKE THE LEFT FORK AND GO WEST 1.3 MILES.
 CS2350'THEN TURN RIGHT AND GO NORTH 1.2 MILES TO THE RAILROAD CROSSING. CROSS
 CS2350'THE TRACKS AND TAKE A FARM LANE TO THE LEFT AND GO 0.6 MILE TO THE
 CS2350'TANKERSLEY FARM HOUSE AND THE MARK 250 YARDS SOUTH EAST AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0289 ***********************************************************************
 CT0289  DESIGNATION -  E 273
 CT0289  PID         -  CT0289
 CT0289  STATE/COUNTY-  TX/STEPHENS
 CT0289  USGS QUAD   -  NECESSITY (1967)
 CT0289
 CT0289                         *CURRENT SURVEY CONTROL
 CT0289  ___________________________________________________________________
 CT0289* NAD 83(1986)-  32 43 58.     (N)    098 45 27.     (W)     SCALED    
 CT0289* NAVD 88     -       384.842  (meters)    1262.60   (feet)  ADJUSTED  
 CT0289  ___________________________________________________________________
 CT0289  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CT0289  DYNAMIC HT  -         384.360 (meters)    1261.02  (feet)  COMP
 CT0289  MODELED GRAV-     979,376.1   (mgal)                       NAVD 88
 CT0289
 CT0289  VERT ORDER  -  SECOND    CLASS 0
 CT0289
 CT0289.The horizontal coordinates were scaled from a topographic map and have
 CT0289.an estimated accuracy of +/- 6 seconds.
 CT0289
 CT0289.The orthometric height was determined by differential leveling
 CT0289.and adjusted by the National Geodetic Survey in June 1991..
 CT0289
 CT0289.The geoid height was determined by GEOID03.
 CT0289
 CT0289.The dynamic height is computed by dividing the NAVD 88
 CT0289.geopotential number by the normal gravity value computed on the
 CT0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0289.degrees latitude (g = 980.6199 gals.).
 CT0289
 CT0289.The modeled gravity was interpolated from observed gravity values.
 CT0289
 CT0289;                    North         East    Units  Estimated Accuracy
 CT0289;SPC TXNC     - 2,118,250.      575,870.      MT  (+/- 180 meters Scaled)
 CT0289
 CT0289                          SUPERSEDED SURVEY CONTROL
 CT0289
 CT0289  NGVD 29 (??/??/92)  384.741  (m)         1262.27   (f) ADJ UNCH    2 0
 CT0289
 CT0289.Superseded values are not recommended for survey control.
 CT0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0289.See file dsdata.txt to determine how the superseded data were derived.
 CT0289
 CT0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB227216(NAD 83)
 CT0289_MARKER: DB = BENCH MARK DISK
 CT0289_SETTING: 66 = SET IN ROCK OUTCROP
 CT0289_SP_SET: ROCK OUTCROP
 CT0289_STAMPING: E 273 1934
 CT0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0289+STABILITY: POSITION/ELEVATION WELL
 CT0289
 CT0289  HISTORY     - Date     Condition        Report By
 CT0289  HISTORY     - 1934     MONUMENTED       CGS
 CT0289  HISTORY     - 1957     GOOD             NGS
 CT0289  HISTORY     - 1967     MARK NOT FOUND   USGS
 CT0289
 CT0289                          STATION DESCRIPTION
 CT0289
 CT0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0289'5.6 MI W FROM CADDO.
 CT0289'0.1 MILE EAST OF A SIDE ROAD LEADING SOUTH.  5.6 MILES WEST ALONG U.S.
 CT0289'HIGHWAY 180 FROM CADDO, STEPHENS COUNTY, 0.2 MILE EAST OF AN
 CT0289'AUTO-WRECKING ESTABLISHMENT, 65 FEET SOUTH OF THE CENTERLINE OF THE
 CT0289'HIGHWAY, 6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A
 CT0289'ROCK OUTCROP MARKED WITH A PYRAMID OF ROCKS.  NOTE-- THE AUTO-WRECKING
 CT0289'ESTABLISHMENT IS GONE.
 CT0289
 CT0289                          STATION RECOVERY (1967)
 CT0289
 CT0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CT0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0242 ***********************************************************************
 CT0242  DESIGNATION -  E 274
 CT0242  PID         -  CT0242
 CT0242  STATE/COUNTY-  TX/COMANCHE
 CT0242  USGS QUAD   -  SIPE SPRINGS (1987)
 CT0242
 CT0242                         *CURRENT SURVEY CONTROL
 CT0242  ___________________________________________________________________
 CT0242* NAD 83(1986)-  32 05 28.     (N)    098 46 39.     (W)     SCALED    
 CT0242* NAVD 88     -       444.857  (meters)    1459.50   (feet)  ADJUSTED  
 CT0242  ___________________________________________________________________
 CT0242  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CT0242  DYNAMIC HT  -         444.284 (meters)    1457.62  (feet)  COMP
 CT0242  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 CT0242
 CT0242  VERT ORDER  -  SECOND    CLASS 0
 CT0242
 CT0242.The horizontal coordinates were scaled from a topographic map and have
 CT0242.an estimated accuracy of +/- 6 seconds.
 CT0242
 CT0242.The orthometric height was determined by differential leveling
 CT0242.and adjusted by the National Geodetic Survey in June 1991..
 CT0242
 CT0242.The geoid height was determined by GEOID03.
 CT0242
 CT0242.The dynamic height is computed by dividing the NAVD 88
 CT0242.geopotential number by the normal gravity value computed on the
 CT0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0242.degrees latitude (g = 980.6199 gals.).
 CT0242
 CT0242.The modeled gravity was interpolated from observed gravity values.
 CT0242
 CT0242;                    North         East    Units  Estimated Accuracy
 CT0242;SPC TX C     - 3,269,810.      846,870.      MT  (+/- 180 meters Scaled)
 CT0242
 CT0242                          SUPERSEDED SURVEY CONTROL
 CT0242
 CT0242  NGVD 29 (??/??/92)  444.749  (m)         1459.15   (f) ADJ UNCH    2 0
 CT0242
 CT0242.Superseded values are not recommended for survey control.
 CT0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0242.See file dsdata.txt to determine how the superseded data were derived.
 CT0242
 CT0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA209505(NAD 83)
 CT0242_MARKER: DB = BENCH MARK DISK
 CT0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0242_SP_SET: BUILDING
 CT0242_STAMPING: E 274 1934
 CT0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0242
 CT0242  HISTORY     - Date     Condition        Report By
 CT0242  HISTORY     - 1934     MONUMENTED       CGS
 CT0242
 CT0242                          STATION DESCRIPTION
 CT0242
 CT0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0242'IN SIPE SPRINGS.
 CT0242'AT SIPE SPRINGS, COMANCHE COUNTY, 0.2 MILE NORTH OF
 CT0242'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS MILEPOST 16, AT THE SCHOOL, IN
 CT0242'THE FACE OF THE CONCRETE BUILDING FOUNSATION, 6 FEET WEST OF THE
 CT0242'CENTER OF THE MAIN ENTRANCE, 1 FOOT WEST OF THE CONCRETE TERRACE OF
 CT0242'THE MAIN ENTRANCE, AND 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED
 CT0242'E 274 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0442 ***********************************************************************
 DM0442  DESIGNATION -  E 276
 DM0442  PID         -  DM0442
 DM0442  STATE/COUNTY-  TX/HOPKINS
 DM0442  USGS QUAD   -  SALTILLO (1964)
 DM0442
 DM0442                         *CURRENT SURVEY CONTROL
 DM0442  ___________________________________________________________________
 DM0442* NAD 83(1986)-  33 10 41.     (N)    095 22 05.     (W)     SCALED    
 DM0442* NAVD 88     -       132.223  (meters)     433.80   (feet)  ADJUSTED  
 DM0442  ___________________________________________________________________
 DM0442  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DM0442  DYNAMIC HT  -         132.078 (meters)     433.33  (feet)  COMP
 DM0442  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 DM0442
 DM0442  VERT ORDER  -  SECOND    CLASS 0
 DM0442
 DM0442.The horizontal coordinates were scaled from a topographic map and have
 DM0442.an estimated accuracy of +/- 6 seconds.
 DM0442
 DM0442.The orthometric height was determined by differential leveling
 DM0442.and adjusted by the National Geodetic Survey in June 1991..
 DM0442
 DM0442.The geoid height was determined by GEOID03.
 DM0442
 DM0442.The dynamic height is computed by dividing the NAVD 88
 DM0442.geopotential number by the normal gravity value computed on the
 DM0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0442.degrees latitude (g = 980.6199 gals.).
 DM0442
 DM0442.The modeled gravity was interpolated from observed gravity values.
 DM0442
 DM0442;                    North         East    Units  Estimated Accuracy
 DM0442;SPC TXNC     - 2,171,950.      892,020.      MT  (+/- 180 meters Scaled)
 DM0442
 DM0442                          SUPERSEDED SURVEY CONTROL
 DM0442
 DM0442  NGVD 29 (??/??/92)  132.227  (m)          433.81   (f) ADJ UNCH    2 0
 DM0442
 DM0442.Superseded values are not recommended for survey control.
 DM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0442.See file dsdata.txt to determine how the superseded data were derived.
 DM0442
 DM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS792735(NAD 83)
 DM0442_MARKER: DB = BENCH MARK DISK
 DM0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0442_SP_SET: ABUTMENT
 DM0442_STAMPING: E 276 1934
 DM0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0442
 DM0442  HISTORY     - Date     Condition        Report By
 DM0442  HISTORY     - 1934     MONUMENTED       CGS
 DM0442  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 DM0442
 DM0442                          STATION DESCRIPTION
 DM0442
 DM0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0442'2.2 MI W FROM SALTILLO.
 DM0442'2.2 MI W OF AND ALONG THE ST. LOUIS AND SW R R.  60 YARDS SW OF MILE
 DM0442'POST 504.  10 FEET S OF CENTER OF TRACK.  DISK SET HORIZONTALLY IN W
 DM0442'ABUTMENT OF STEEL BRIDGE 53.
 DM0442
 DM0442                          STATION RECOVERY (1995)
 DM0442
 DM0442'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0089 ***********************************************************************
 BY0089  DESIGNATION -  E 277
 BY0089  PID         -  BY0089
 BY0089  STATE/COUNTY-  TX/SHELBY
 BY0089  USGS QUAD   -  TENAHA WEST (1984)
 BY0089
 BY0089                         *CURRENT SURVEY CONTROL
 BY0089  ___________________________________________________________________
 BY0089* NAD 83(1986)-  31 57 57.     (N)    094 17 58.     (W)     SCALED    
 BY0089* NAVD 88     -       112.462  (meters)     368.97   (feet)  ADJUSTED  
 BY0089  ___________________________________________________________________
 BY0089  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY0089  DYNAMIC HT  -         112.329 (meters)     368.53  (feet)  COMP
 BY0089  MODELED GRAV-     979,452.7   (mgal)                       NAVD 88
 BY0089
 BY0089  VERT ORDER  -  SECOND    CLASS 0
 BY0089
 BY0089.The horizontal coordinates were scaled from a topographic map and have
 BY0089.an estimated accuracy of +/- 6 seconds.
 BY0089
 BY0089.The orthometric height was determined by differential leveling
 BY0089.and adjusted by the National Geodetic Survey in June 1991..
 BY0089
 BY0089.The geoid height was determined by GEOID03.
 BY0089
 BY0089.The dynamic height is computed by dividing the NAVD 88
 BY0089.geopotential number by the normal gravity value computed on the
 BY0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0089.degrees latitude (g = 980.6199 gals.).
 BY0089
 BY0089.The modeled gravity was interpolated from observed gravity values.
 BY0089
 BY0089;                    North         East    Units  Estimated Accuracy
 BY0089;SPC TX C     - 3,270,350.    1,270,110.      MT  (+/- 180 meters Scaled)
 BY0089
 BY0089                          SUPERSEDED SURVEY CONTROL
 BY0089
 BY0089  NGVD 29 (??/??/92)  112.489  (m)          369.06   (f) ADJ UNCH    2 0
 BY0089
 BY0089.Superseded values are not recommended for survey control.
 BY0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0089.See file dsdata.txt to determine how the superseded data were derived.
 BY0089
 BY0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR772373(NAD 83)
 BY0089_MARKER: DB = BENCH MARK DISK
 BY0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0089_STAMPING: E 277 1934
 BY0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0089+STABILITY: SURFACE MOTION
 BY0089
 BY0089  HISTORY     - Date     Condition        Report By
 BY0089  HISTORY     - 1934     MONUMENTED       CGS
 BY0089
 BY0089                          STATION DESCRIPTION
 BY0089
 BY0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0089'3.4 MI NW FROM TENAHA.
 BY0089'3.4 MI NW OF AND ALONG THE S F R R 0.2 MILE W OF MILE POST 155.  45
 BY0089'FEET E OF STATION AT SAXET.  18 FEET N OF CENTER OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0203 ***********************************************************************
 CR0203  DESIGNATION -  E 278
 CR0203  PID         -  CR0203
 CR0203  STATE/COUNTY-  TX/HARRISON
 CR0203  USGS QUAD   -  LAKEPORT (1983)
 CR0203
 CR0203                         *CURRENT SURVEY CONTROL
 CR0203  ___________________________________________________________________
 CR0203* NAD 83(1986)-  32 25 38.     (N)    094 38 32.     (W)     SCALED    
 CR0203* NAVD 88     -        79.452  (meters)     260.67   (feet)  ADJUSTED  
 CR0203  ___________________________________________________________________
 CR0203  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0203  DYNAMIC HT  -          79.361 (meters)     260.37  (feet)  COMP
 CR0203  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CR0203
 CR0203  VERT ORDER  -  SECOND    CLASS 0
 CR0203
 CR0203.The horizontal coordinates were scaled from a topographic map and have
 CR0203.an estimated accuracy of +/- 6 seconds.
 CR0203
 CR0203.The orthometric height was determined by differential leveling
 CR0203.and adjusted by the National Geodetic Survey in June 1991..
 CR0203
 CR0203.The geoid height was determined by GEOID03.
 CR0203
 CR0203.The dynamic height is computed by dividing the NAVD 88
 CR0203.geopotential number by the normal gravity value computed on the
 CR0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0203.degrees latitude (g = 980.6199 gals.).
 CR0203
 CR0203.The modeled gravity was interpolated from observed gravity values.
 CR0203
 CR0203;                    North         East    Units  Estimated Accuracy
 CR0203;SPC TXNC     - 2,091,000.      962,730.      MT  (+/- 180 meters Scaled)
 CR0203
 CR0203                          SUPERSEDED SURVEY CONTROL
 CR0203
 CR0203  NGVD 29 (??/??/92)   79.488  (m)          260.79   (f) ADJ UNCH    2 0
 CR0203
 CR0203.Superseded values are not recommended for survey control.
 CR0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0203.See file dsdata.txt to determine how the superseded data were derived.
 CR0203
 CR0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR455889(NAD 83)
 CR0203_MARKER: DB = BENCH MARK DISK
 CR0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0203_STAMPING: E 278 1934
 CR0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0203+STABILITY: SURFACE MOTION
 CR0203
 CR0203  HISTORY     - Date     Condition        Report By
 CR0203  HISTORY     - 1934     MONUMENTED       CGS
 CR0203  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0203
 CR0203                          STATION DESCRIPTION
 CR0203
 CR0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0203'7.5 MI SE FROM LONGVIEW.
 CR0203'7.5 MI SE OF AND ALONG THE S F R R 36 YARDS NW OF MILE POST 200.  60
 CR0203'FEET S OF CENTER OF TRACK.  3 FEET N OF R/W FENCE.
 CR0203
 CR0203                          STATION RECOVERY (1977)
 CR0203
 CR0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0518 ***********************************************************************
 DO0518  DESIGNATION -  E 280
 DO0518  PID         -  DO0518
 DO0518  STATE/COUNTY-  TX/HASKELL
 DO0518  USGS QUAD   -  HASKELL (1966)
 DO0518
 DO0518                         *CURRENT SURVEY CONTROL
 DO0518  ___________________________________________________________________
 DO0518* NAD 83(1986)-  33 09 24.     (N)    099 43 58.     (W)     SCALED    
 DO0518* NAVD 88     -       483.411  (meters)    1585.99   (feet)  ADJUSTED  
 DO0518  ___________________________________________________________________
 DO0518  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DO0518  DYNAMIC HT  -         482.808 (meters)    1584.01  (feet)  COMP
 DO0518  MODELED GRAV-     979,377.3   (mgal)                       NAVD 88
 DO0518
 DO0518  VERT ORDER  -  SECOND    CLASS 0
 DO0518
 DO0518.The horizontal coordinates were scaled from a topographic map and have
 DO0518.an estimated accuracy of +/- 6 seconds.
 DO0518
 DO0518.The orthometric height was determined by differential leveling
 DO0518.and adjusted by the National Geodetic Survey in June 1991..
 DO0518
 DO0518.The geoid height was determined by GEOID03.
 DO0518
 DO0518.The dynamic height is computed by dividing the NAVD 88
 DO0518.geopotential number by the normal gravity value computed on the
 DO0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0518.degrees latitude (g = 980.6199 gals.).
 DO0518
 DO0518.The modeled gravity was interpolated from observed gravity values.
 DO0518
 DO0518;                    North         East    Units  Estimated Accuracy
 DO0518;SPC TXNC     - 2,165,900.      485,010.      MT  (+/- 180 meters Scaled)
 DO0518
 DO0518                          SUPERSEDED SURVEY CONTROL
 DO0518
 DO0518  NGVD 29 (??/??/92)  483.242  (m)         1585.44   (f) ADJ UNCH    2 0
 DO0518
 DO0518.Superseded values are not recommended for survey control.
 DO0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0518.See file dsdata.txt to determine how the superseded data were derived.
 DO0518
 DO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB316688(NAD 83)
 DO0518_MARKER: DB = BENCH MARK DISK
 DO0518_SETTING: 66 = SET IN ROCK OUTCROP
 DO0518_SP_SET: LEDGE
 DO0518_STAMPING: E 280 1934
 DO0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0518+STABILITY: POSITION/ELEVATION WELL
 DO0518
 DO0518  HISTORY     - Date     Condition        Report By
 DO0518  HISTORY     - 1934     MONUMENTED       CGS
 DO0518  HISTORY     - 1934     GOOD             NGS
 DO0518
 DO0518                          STATION DESCRIPTION
 DO0518
 DO0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0518'IN HASKELL.
 DO0518'AT HASKELL DISK SET HORIZONTALLY IN THE STONE LEDGE ON THE N SIDE OF
 DO0518'THE STEPS AT THE E ENTRANCE OF THE HASKELL COUNTY COURTHOUSE.
 DO0518
 DO0518                          STATION RECOVERY (1934)
 DO0518
 DO0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DO0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0123 ***********************************************************************
 CT0123  DESIGNATION -  E 283
 CT0123  PID         -  CT0123
 CT0123  STATE/COUNTY-  TX/ERATH
 CT0123  USGS QUAD   -  KNOB HILL (1979)
 CT0123
 CT0123                         *CURRENT SURVEY CONTROL
 CT0123  ___________________________________________________________________
 CT0123* NAD 83(1986)-  32 18 36.     (N)    098 08 50.     (W)     SCALED    
 CT0123* NAVD 88     -       336.256  (meters)    1103.20   (feet)  ADJUSTED  
 CT0123  ___________________________________________________________________
 CT0123  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CT0123  DYNAMIC HT  -         335.832 (meters)    1101.81  (feet)  COMP
 CT0123  MODELED GRAV-     979,370.3   (mgal)                       NAVD 88
 CT0123
 CT0123  VERT ORDER  -  SECOND    CLASS 0
 CT0123
 CT0123.The horizontal coordinates were scaled from a topographic map and have
 CT0123.an estimated accuracy of +/- 6 seconds.
 CT0123
 CT0123.The orthometric height was determined by differential leveling
 CT0123.and adjusted by the National Geodetic Survey in June 1991..
 CT0123
 CT0123.The geoid height was determined by GEOID03.
 CT0123
 CT0123.The dynamic height is computed by dividing the NAVD 88
 CT0123.geopotential number by the normal gravity value computed on the
 CT0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0123.degrees latitude (g = 980.6199 gals.).
 CT0123
 CT0123.The modeled gravity was interpolated from observed gravity values.
 CT0123
 CT0123;                    North         East    Units  Estimated Accuracy
 CT0123;SPC TXNC     - 2,071,400.      633,220.      MT  (+/- 180 meters Scaled)
 CT0123
 CT0123                          SUPERSEDED SURVEY CONTROL
 CT0123
 CT0123  NGVD 29 (??/??/92)  336.173  (m)         1102.93   (f) ADJ UNCH    2 0
 CT0123
 CT0123.Superseded values are not recommended for survey control.
 CT0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0123.See file dsdata.txt to determine how the superseded data were derived.
 CT0123
 CT0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA802751(NAD 83)
 CT0123_MARKER: DB = BENCH MARK DISK
 CT0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0123_STAMPING: E 283 1934
 CT0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0123+STABILITY: SURFACE MOTION
 CT0123
 CT0123  HISTORY     - Date     Condition        Report By
 CT0123  HISTORY     - 1934     MONUMENTED       CGS
 CT0123  HISTORY     - 1966     MARK NOT FOUND   NGS
 CT0123
 CT0123                          STATION DESCRIPTION
 CT0123
 CT0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0123'8.6 MI NE FROM STEPHENVILLE.
 CT0123'ABOUT 8.6 MILES NORTHEAST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY
 CT0123'FROM THE STATION AT STEPHENVILLE, ERATH COUNTY, AT A PRIVATE ROAD
 CT0123'CROSSING, ABOUT 119 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET
 CT0123'EAST OF THE CENTER LINE OF THE TRACK, AND 8 FEET WEST OF THE
 CT0123'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 283 1934 AND SET IN
 CT0123'THE TOP OF A CONCRETE POST.  NOTE-- THE MARK MAY STILL EXIST AS A
 CT0123'MILEAGE CHECK COULD NOT BE MADE TO SITE OF MARK.  THE MILE POSTS HAVE
 CT0123'BEEN CHANGED ALONG THE RAILROAD TRACK AND THE PRIVATE ROAD CROSSINGS
 CT0123'IN THE AREA HAVE BEEN ABANDONED, MAKING THE SEARCH DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0155 ***********************************************************************
 CT0155  DESIGNATION -  E 284
 CT0155  PID         -  CT0155
 CT0155  STATE/COUNTY-  TX/ERATH
 CT0155  USGS QUAD   -  HUCKABAY (1979)
 CT0155
 CT0155                         *CURRENT SURVEY CONTROL
 CT0155  ___________________________________________________________________
 CT0155* NAD 83(1986)-  32 19 00.     (N)    098 16 02.     (W)     SCALED    
 CT0155* NAVD 88     -       426.259  (meters)    1398.48   (feet)  ADJUSTED  
 CT0155  ___________________________________________________________________
 CT0155  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 CT0155  DYNAMIC HT  -         425.717 (meters)    1396.71  (feet)  COMP
 CT0155  MODELED GRAV-     979,354.4   (mgal)                       NAVD 88
 CT0155
 CT0155  VERT ORDER  -  SECOND    CLASS 0
 CT0155
 CT0155.The horizontal coordinates were scaled from a topographic map and have
 CT0155.an estimated accuracy of +/- 6 seconds.
 CT0155
 CT0155.The orthometric height was determined by differential leveling
 CT0155.and adjusted by the National Geodetic Survey in June 1991..
 CT0155
 CT0155.The geoid height was determined by GEOID03.
 CT0155
 CT0155.The dynamic height is computed by dividing the NAVD 88
 CT0155.geopotential number by the normal gravity value computed on the
 CT0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0155.degrees latitude (g = 980.6199 gals.).
 CT0155
 CT0155.The modeled gravity was interpolated from observed gravity values.
 CT0155
 CT0155;                    North         East    Units  Estimated Accuracy
 CT0155;SPC TXNC     - 2,072,100.      621,920.      MT  (+/- 180 meters Scaled)
 CT0155
 CT0155                          SUPERSEDED SURVEY CONTROL
 CT0155
 CT0155  NGVD 29 (??/??/92)  426.148  (m)         1398.12   (f) ADJ UNCH    2 0
 CT0155
 CT0155.Superseded values are not recommended for survey control.
 CT0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0155.See file dsdata.txt to determine how the superseded data were derived.
 CT0155
 CT0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA689757(NAD 83)
 CT0155_MARKER: DB = BENCH MARK DISK
 CT0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0155_STAMPING: E 284 1934
 CT0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0155+STABILITY: SURFACE MOTION
 CT0155
 CT0155  HISTORY     - Date     Condition        Report By
 CT0155  HISTORY     - 1934     MONUMENTED       CGS
 CT0155  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 CT0155
 CT0155                          STATION DESCRIPTION
 CT0155
 CT0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0155'7.8 MI N FROM STEPHENVILLE.
 CT0155'7.8 MI N OF AND ALONG STATE HWY 108 52 YARDS E OF A FARM HOUSE.  40
 CT0155'FEET W OF CENTER OF HIGHWAY.  4 FEET SW OF R/W FENCE CORNER.
 CT0155
 CT0155                          STATION RECOVERY (1949)
 CT0155
 CT0155'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 CT0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0386 ***********************************************************************
 DM0386  DESIGNATION -  E 286
 DM0386  PID         -  DM0386
 DM0386  STATE/COUNTY-  TX/RED RIVER
 DM0386  USGS QUAD   -  BAGWELL (1964)
 DM0386
 DM0386                         *CURRENT SURVEY CONTROL
 DM0386  ___________________________________________________________________
 DM0386* NAD 83(1986)-  33 39 47.     (N)    095 11 30.     (W)     SCALED    
 DM0386* NAVD 88     -       137.093  (meters)     449.78   (feet)  ADJUSTED  
 DM0386  ___________________________________________________________________
 DM0386  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DM0386  DYNAMIC HT  -         136.951 (meters)     449.31  (feet)  COMP
 DM0386  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 DM0386
 DM0386  VERT ORDER  -  SECOND    CLASS 0
 DM0386
 DM0386.The horizontal coordinates were scaled from a topographic map and have
 DM0386.an estimated accuracy of +/- 6 seconds.
 DM0386
 DM0386.The orthometric height was determined by differential leveling
 DM0386.and adjusted by the National Geodetic Survey in June 1991..
 DM0386
 DM0386.The geoid height was determined by GEOID03.
 DM0386
 DM0386.The dynamic height is computed by dividing the NAVD 88
 DM0386.geopotential number by the normal gravity value computed on the
 DM0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0386.degrees latitude (g = 980.6199 gals.).
 DM0386
 DM0386.The modeled gravity was interpolated from observed gravity values.
 DM0386
 DM0386;                    North         East    Units  Estimated Accuracy
 DM0386;SPC TXNC     - 2,226,220.      906,770.      MT  (+/- 180 meters Scaled)
 DM0386
 DM0386                          SUPERSEDED SURVEY CONTROL
 DM0386
 DM0386  NGVD 29 (??/??/92)  137.082  (m)          449.74   (f) ADJ UNCH    2 0
 DM0386
 DM0386.Superseded values are not recommended for survey control.
 DM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0386.See file dsdata.txt to determine how the superseded data were derived.
 DM0386
 DM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT967269(NAD 83)
 DM0386_MARKER: DB = BENCH MARK DISK
 DM0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0386_STAMPING: E 286 1934
 DM0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0386+STABILITY: SURFACE MOTION
 DM0386
 DM0386  HISTORY     - Date     Condition        Report By
 DM0386  HISTORY     - 1934     MONUMENTED       CGS
 DM0386  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0386
 DM0386                          STATION DESCRIPTION
 DM0386
 DM0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0386'1.8 MI W FROM BAGWELL.
 DM0386'1.8 MI W OF AND ALONG THE T P R R AT A GATE AND PRIVATE ROAD CROSSING.
 DM0386'ABOUT 265 YARDS E OF MILE POST 70.  43 FEET S OF CENTER OF TRACK. 2
 DM0386'FEET N OF R/W FENCE.  NOTE-- NO ROW FENCE WAS FOUND.  FOUND CONCRETE
 DM0386'POST NEAR SITE BUT NO INDICATION OF CAP.  PROBABLY DESTROYED BY
 DM0386'MAINTENANCE EQUIPMENT FOR ROW OF FARM RD. 2573.
 DM0386
 DM0386                          STATION RECOVERY (1964)
 DM0386
 DM0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0346 ***********************************************************************
 CR0346  DESIGNATION -  E 287
 CR0346  PID         -  CR0346
 CR0346  STATE/COUNTY-  TX/WOOD
 CR0346  USGS QUAD   -  CROW (1981)
 CR0346
 CR0346                         *CURRENT SURVEY CONTROL
 CR0346  ___________________________________________________________________
 CR0346* NAD 83(1986)-  32 35 37.     (N)    095 15 07.     (W)     SCALED    
 CR0346* NAVD 88     -        95.208  (meters)     312.36   (feet)  ADJUSTED  
 CR0346  ___________________________________________________________________
 CR0346  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR0346  DYNAMIC HT  -          95.099 (meters)     312.00  (feet)  COMP
 CR0346  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CR0346
 CR0346  VERT ORDER  -  SECOND    CLASS 0
 CR0346
 CR0346.The horizontal coordinates were scaled from a topographic map and have
 CR0346.an estimated accuracy of +/- 6 seconds.
 CR0346
 CR0346.The orthometric height was determined by differential leveling
 CR0346.and adjusted by the National Geodetic Survey in June 1991..
 CR0346
 CR0346.The geoid height was determined by GEOID03.
 CR0346
 CR0346.The dynamic height is computed by dividing the NAVD 88
 CR0346.geopotential number by the normal gravity value computed on the
 CR0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0346.degrees latitude (g = 980.6199 gals.).
 CR0346
 CR0346.The modeled gravity was interpolated from observed gravity values.
 CR0346
 CR0346;                    North         East    Units  Estimated Accuracy
 CR0346;SPC TXNC     - 2,107,500.      904,850.      MT  (+/- 180 meters Scaled)
 CR0346
 CR0346                          SUPERSEDED SURVEY CONTROL
 CR0346
 CR0346  NGVD 29 (??/??/92)   95.239  (m)          312.46   (f) ADJ UNCH    2 0
 CR0346
 CR0346.Superseded values are not recommended for survey control.
 CR0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0346.See file dsdata.txt to determine how the superseded data were derived.
 CR0346
 CR0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS886084(NAD 83)
 CR0346_MARKER: DB = BENCH MARK DISK
 CR0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0346_STAMPING: E 287 1934
 CR0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0346+STABILITY: SURFACE MOTION
 CR0346
 CR0346  HISTORY     - Date     Condition        Report By
 CR0346  HISTORY     - 1934     MONUMENTED       CGS
 CR0346  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 CR0346  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0346
 CR0346                          STATION DESCRIPTION
 CR0346
 CR0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0346'2.5 MI W FROM HAWKINS.
 CR0346'2.5 MI W OF AND ALONG THE T P R R AT A PRIVATE ROAD CROSSING THAT
 CR0346'LEADS TO A CLUBHOUSE.  ABOUT 650 YARDS W OF MILE POST 121.  150 YARDS
 CR0346'E OF TWO SIGNALS (RR).  46 FEET W OF CENTER OF CROSS ROAD.  25 FEET N
 CR0346'OF CENTER OF TRACK AND IN LINE WITH A ROW OF POLES.
 CR0346
 CR0346                          STATION RECOVERY (1995)
 CR0346
 CR0346'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0346'MARK NOT FOUND.
 CR0346
 CR0346                          STATION RECOVERY (2004)
 CR0346
 CR0346'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0332 ***********************************************************************
 AZ0332  DESIGNATION -  E 29
 AZ0332  PID         -  AZ0332
 AZ0332  STATE/COUNTY-  TX/TERRELL
 AZ0332  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0332
 AZ0332                         *CURRENT SURVEY CONTROL
 AZ0332  ___________________________________________________________________
 AZ0332* NAD 83(1986)-  29 56 12.     (N)    101 48 32.     (W)     SCALED    
 AZ0332* NAVD 88     -       468.363  (meters)    1536.62   (feet)  POSTED    
 AZ0332  ___________________________________________________________________
 AZ0332  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AZ0332  DYNAMIC HT  -         467.670 (meters)    1534.35  (feet)  COMP
 AZ0332  MODELED GRAV-     979,150.9   (mgal)                       NAVD 88
 AZ0332
 AZ0332  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0332
 AZ0332.The horizontal coordinates were scaled from a topographic map and have
 AZ0332.an estimated accuracy of +/- 6 seconds.
 AZ0332
 AZ0332.The orthometric height was determined by differential leveling
 AZ0332.and adjusted by the National Geodetic Survey in 1992..
 AZ0332.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0332.rate of 0.0 thru 1.0 mm/km.
 AZ0332
 AZ0332.The geoid height was determined by GEOID03.
 AZ0332
 AZ0332.The dynamic height is computed by dividing the NAVD 88
 AZ0332.geopotential number by the normal gravity value computed on the
 AZ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0332.degrees latitude (g = 980.6199 gals.).
 AZ0332
 AZ0332.The modeled gravity was interpolated from observed gravity values.
 AZ0332
 AZ0332;                    North         East    Units  Estimated Accuracy
 AZ0332;SPC TXSC     - 4,236,370.      328,860.      MT  (+/- 180 meters Scaled)
 AZ0332
 AZ0332                          SUPERSEDED SURVEY CONTROL
 AZ0332
 AZ0332.No superseded survey control is available for this station.
 AZ0332
 AZ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU288150(NAD 83)
 AZ0332_MARKER: Q = CHISELED SQUARE
 AZ0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0332_SP_SET: ABUTMENT
 AZ0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0332
 AZ0332  HISTORY     - Date     Condition        Report By
 AZ0332  HISTORY     - UNK      MONUMENTED       CGS
 AZ0332  HISTORY     - 1958     GOOD             NGS
 AZ0332
 AZ0332                          STATION DESCRIPTION
 AZ0332
 AZ0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0332'1.1 MI E FROM LOZIER.
 AZ0332'THIS MARK WAS SEARCHED FOR, BUT WAS NOT RECOVERED.  ABOUT 1.1 MILES
 AZ0332'EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM LOZIER, TERRELL
 AZ0332'COUNTY, ABOUT 10 POLES WEST OF MILEPOST 469, ON THE WEST ABUTMENT OF
 AZ0332'BRIDGE 469-D, IN THE SECOND COURSE OF MASONRY, AND 6 FEET NORTH OF THE
 AZ0332'TRACK.  AN OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0088 ***********************************************************************
 DO0088  DESIGNATION -  E 290
 DO0088  PID         -  DO0088
 DO0088  STATE/COUNTY-  TX/ARCHER
 DO0088  USGS QUAD   -  WINDTHORST (1962)
 DO0088
 DO0088                         *CURRENT SURVEY CONTROL
 DO0088  ___________________________________________________________________
 DO0088* NAD 83(1986)-  33 34 40.     (N)    098 27 55.     (W)     SCALED    
 DO0088* NAVD 88     -       301.104  (meters)     987.87   (feet)  ADJUSTED  
 DO0088  ___________________________________________________________________
 DO0088  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DO0088  DYNAMIC HT  -         300.763 (meters)     986.75  (feet)  COMP
 DO0088  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 DO0088
 DO0088  VERT ORDER  -  SECOND    CLASS 0
 DO0088
 DO0088.The horizontal coordinates were scaled from a topographic map and have
 DO0088.an estimated accuracy of +/- 6 seconds.
 DO0088
 DO0088.The orthometric height was determined by differential leveling
 DO0088.and adjusted by the National Geodetic Survey in June 1991..
 DO0088.WARNING-Repeat measurements at this control monument indicate possible
 DO0088.vertical movement.
 DO0088
 DO0088.The geoid height was determined by GEOID03.
 DO0088
 DO0088.The dynamic height is computed by dividing the NAVD 88
 DO0088.geopotential number by the normal gravity value computed on the
 DO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0088.degrees latitude (g = 980.6199 gals.).
 DO0088
 DO0088.The modeled gravity was interpolated from observed gravity values.
 DO0088
 DO0088;                    North         East    Units  Estimated Accuracy
 DO0088;SPC TXNC     - 2,211,930.      603,220.      MT  (+/- 180 meters Scaled)
 DO0088
 DO0088                          SUPERSEDED SURVEY CONTROL
 DO0088
 DO0088  NGVD 29 (??/??/92)  301.031  (m)          987.63   (f) ADJ UNCH    2 0
 DO0088
 DO0088.Superseded values are not recommended for survey control.
 DO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0088.See file dsdata.txt to determine how the superseded data were derived.
 DO0088
 DO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC496154(NAD 83)
 DO0088_MARKER: DB = BENCH MARK DISK
 DO0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0088_SP_SET: ABUTMENT
 DO0088_STAMPING: E 290 1934 987.610
 DO0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0088
 DO0088  HISTORY     - Date     Condition        Report By
 DO0088  HISTORY     - 1934     MONUMENTED       CGS
 DO0088  HISTORY     - 1961     GOOD             NGS
 DO0088  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO0088
 DO0088                          STATION DESCRIPTION
 DO0088
 DO0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0088'1.8 MI W FROM WINDTHORST.
 DO0088'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 DO0088'WINDTHORST, 14 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 DO0088'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE,
 DO0088'AND ABOUT LEVEL WITH THE HIGHWAY.
 DO0088
 DO0088                          STATION RECOVERY (2001)
 DO0088
 DO0088'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0186 ***********************************************************************
 DO0186  DESIGNATION -  E 291
 DO0186  PID         -  DO0186
 DO0186  STATE/COUNTY-  TX/JACK
 DO0186  USGS QUAD   -  PERRIN (1979)
 DO0186
 DO0186                         *CURRENT SURVEY CONTROL
 DO0186  ___________________________________________________________________
 DO0186* NAD 83(1986)-  33 05 33.     (N)    098 04 17.     (W)     SCALED    
 DO0186* NAVD 88     -       360.914  (meters)    1184.10   (feet)  ADJUSTED  
 DO0186  ___________________________________________________________________
 DO0186  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DO0186  DYNAMIC HT  -         360.488 (meters)    1182.70  (feet)  COMP
 DO0186  MODELED GRAV-     979,446.8   (mgal)                       NAVD 88
 DO0186
 DO0186  VERT ORDER  -  SECOND    CLASS 0
 DO0186
 DO0186.The horizontal coordinates were scaled from a topographic map and have
 DO0186.an estimated accuracy of +/- 6 seconds.
 DO0186
 DO0186.The orthometric height was determined by differential leveling
 DO0186.and adjusted by the National Geodetic Survey in June 1991..
 DO0186
 DO0186.The geoid height was determined by GEOID03.
 DO0186
 DO0186.The dynamic height is computed by dividing the NAVD 88
 DO0186.geopotential number by the normal gravity value computed on the
 DO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0186.degrees latitude (g = 980.6199 gals.).
 DO0186
 DO0186.The modeled gravity was interpolated from observed gravity values.
 DO0186
 DO0186;                    North         East    Units  Estimated Accuracy
 DO0186;SPC TXNC     - 2,158,190.      640,010.      MT  (+/- 180 meters Scaled)
 DO0186
 DO0186                          SUPERSEDED SURVEY CONTROL
 DO0186
 DO0186  NGVD 29 (??/??/92)  360.82   (m)         1183.8    (f) COMPUTED    2 0
 DO0186
 DO0186.Superseded values are not recommended for survey control.
 DO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0186.See file dsdata.txt to determine how the superseded data were derived.
 DO0186
 DO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB866619(NAD 83)
 DO0186_MARKER: DB = BENCH MARK DISK
 DO0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0186_STAMPING: E 291 1934
 DO0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0186+STABILITY: SURFACE MOTION
 DO0186
 DO0186  HISTORY     - Date     Condition        Report By
 DO0186  HISTORY     - 1934     MONUMENTED       CGS
 DO0186  HISTORY     - 1940     MARK NOT FOUND   LOCENG
 DO0186
 DO0186                          STATION DESCRIPTION
 DO0186
 DO0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0186'4.2 MI N FROM PERRIN.
 DO0186'4.2 MI N OF AND ALONG THE GULF, TEXAS AND WESTERN R R 42 FEET E OF THE
 DO0186'CRACK.  7 FEET E OF MILE POST 11.  5 FEET W OF R/W FENCE.
 DO0186
 DO0186                          STATION RECOVERY (1940)
 DO0186
 DO0186'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 DO0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1010 ***********************************************************************
 BZ1010  DESIGNATION -  E 292
 BZ1010  PID         -  BZ1010
 BZ1010  STATE/COUNTY-  TX/BOSQUE
 BZ1010  USGS QUAD   -  MOSHEIM (1979)
 BZ1010
 BZ1010                         *CURRENT SURVEY CONTROL
 BZ1010  ___________________________________________________________________
 BZ1010* NAD 83(1986)-  31 41 04.     (N)    097 31 20.     (W)     SCALED    
 BZ1010* NAVD 88     -       179.227  (meters)     588.01   (feet)  ADJUSTED  
 BZ1010  ___________________________________________________________________
 BZ1010  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BZ1010  DYNAMIC HT  -         178.998 (meters)     587.26  (feet)  COMP
 BZ1010  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 BZ1010
 BZ1010  VERT ORDER  -  SECOND    CLASS 0
 BZ1010
 BZ1010.The horizontal coordinates were scaled from a topographic map and have
 BZ1010.an estimated accuracy of +/- 6 seconds.
 BZ1010
 BZ1010.The orthometric height was determined by differential leveling
 BZ1010.and adjusted by the National Geodetic Survey in June 1991..
 BZ1010
 BZ1010.The geoid height was determined by GEOID03.
 BZ1010
 BZ1010.The dynamic height is computed by dividing the NAVD 88
 BZ1010.geopotential number by the normal gravity value computed on the
 BZ1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1010.degrees latitude (g = 980.6199 gals.).
 BZ1010
 BZ1010.The modeled gravity was interpolated from observed gravity values.
 BZ1010
 BZ1010;                    North         East    Units  Estimated Accuracy
 BZ1010;SPC TX C     - 3,227,060.      966,500.      MT  (+/- 180 meters Scaled)
 BZ1010
 BZ1010                          SUPERSEDED SURVEY CONTROL
 BZ1010
 BZ1010  NGVD 29 (??/??/92)  179.192  (m)          587.90   (f) ADJ UNCH    2 0
 BZ1010
 BZ1010.Superseded values are not recommended for survey control.
 BZ1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1010.See file dsdata.txt to determine how the superseded data were derived.
 BZ1010
 BZ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA400064(NAD 83)
 BZ1010_MARKER: DB = BENCH MARK DISK
 BZ1010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1010_SP_SET: ABUTMENT
 BZ1010_STAMPING: E 292 1934
 BZ1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1010
 BZ1010  HISTORY     - Date     Condition        Report By
 BZ1010  HISTORY     - 1934     MONUMENTED       CGS
 BZ1010  HISTORY     - 1966     GOOD             NGS
 BZ1010
 BZ1010                          STATION DESCRIPTION
 BZ1010
 BZ1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1010'3.6 MI N FROM VALLEY MILLS.
 BZ1010'ABOUT 3.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1010'FROM THE STATION AT VALLEY MILLS, BOSQUE COUNTY, ABOUT 160 FEET SOUTH
 BZ1010'OF MILEPOST 263, AT BRIDGE 262 B, IN THE TOP OF THE NORTHEAST CONCRETE
 BZ1010'ABUTMENT, AND 8 FEET EAST OF THE CENTER LINE OF THE TRACK. A STANDARD
 BZ1010'DISK, STAMPED E 292 1934.  NOTE-- THE BENCH MARK MAY BE REACHED FROM
 BZ1010'THE SCHOOL HOUSE IN VALLEY MILLS BY GOING, 3.25 MILES NORTHWEST ALONG
 BZ1010'STATE HIGHWAY 6, THENCE ABOUT 1/2 MILE NORTH ACROSS A FIELD TO SITE OF
 BZ1010'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2140 ***********************************************************************
 CS2140  DESIGNATION -  E 293
 CS2140  PID         -  CS2140
 CS2140  STATE/COUNTY-  TX/JOHNSON
 CS2140  USGS QUAD   -  CLEBURNE WEST (1978)
 CS2140
 CS2140                         *CURRENT SURVEY CONTROL
 CS2140  ___________________________________________________________________
 CS2140* NAD 83(1986)-  32 16 06.     (N)    097 22 43.     (W)     SCALED    
 CS2140* NAVD 88     -       233.614  (meters)     766.45   (feet)  ADJUSTED  
 CS2140  ___________________________________________________________________
 CS2140  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CS2140  DYNAMIC HT  -         233.328 (meters)     765.51  (feet)  COMP
 CS2140  MODELED GRAV-     979,412.4   (mgal)                       NAVD 88
 CS2140
 CS2140  VERT ORDER  -  SECOND    CLASS 0
 CS2140
 CS2140.The horizontal coordinates were scaled from a topographic map and have
 CS2140.an estimated accuracy of +/- 6 seconds.
 CS2140
 CS2140.The orthometric height was determined by differential leveling
 CS2140.and adjusted by the National Geodetic Survey in June 1991..
 CS2140
 CS2140.The geoid height was determined by GEOID03.
 CS2140
 CS2140.The dynamic height is computed by dividing the NAVD 88
 CS2140.geopotential number by the normal gravity value computed on the
 CS2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2140.degrees latitude (g = 980.6199 gals.).
 CS2140
 CS2140.The modeled gravity was interpolated from observed gravity values.
 CS2140
 CS2140;                    North         East    Units  Estimated Accuracy
 CS2140;SPC TXNC     - 2,067,280.      705,650.      MT  (+/- 180 meters Scaled)
 CS2140
 CS2140                          SUPERSEDED SURVEY CONTROL
 CS2140
 CS2140  NGVD 29 (??/??/92)  233.589  (m)          766.37   (f) ADJ UNCH    2 0
 CS2140
 CS2140.Superseded values are not recommended for survey control.
 CS2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2140.See file dsdata.txt to determine how the superseded data were derived.
 CS2140
 CS2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA527713(NAD 83)
 CS2140_MARKER: DB = BENCH MARK DISK
 CS2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2140_STAMPING: E 293 1934
 CS2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2140+STABILITY: SURFACE MOTION
 CS2140
 CS2140  HISTORY     - Date     Condition        Report By
 CS2140  HISTORY     - 1934     MONUMENTED       CGS
 CS2140  HISTORY     - 1966     GOOD             NGS
 CS2140  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 CS2140  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2140
 CS2140                          STATION DESCRIPTION
 CS2140
 CS2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2140'2.0 MI N FROM RIO VISTA.
 CS2140'ABOUT 2.0 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2140'FROM THE STATION AT RIO VISTA, JOHNSON COUNTY, ABOUT 97 FEET NORTHEAST
 CS2140'OF MILEPOST 312, 48 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 2
 CS2140'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 293
 CS2140'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE BENCH MARK WAS
 CS2140'REACHED FROM RIO VISTA BY GOING 1.6 MILES NORTH AND EAST ALONG JOHNSON
 CS2140'COUNTY ROAD 1107, THENCE NORTH ABOUT 0.5 MILE TO A JOG IN THE ROAD AND
 CS2140'END OF TRUCK TRAVEL, THENCE WALK ABOUT 1/2 MILE WEST ACROSS A FIELD TO
 CS2140'RAILROAD AND SITE OF MARK.
 CS2140
 CS2140                          STATION RECOVERY (1994)
 CS2140
 CS2140'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2140'MARK NOT FOUND.
 CS2140
 CS2140                          STATION RECOVERY (1999)
 CS2140
 CS2140'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0738 ***********************************************************************
 CS0738  DESIGNATION -  E 294
 CS0738  PID         -  CS0738
 CS0738  STATE/COUNTY-  TX/ELLIS
 CS0738  USGS QUAD   -  MIDLOTHIAN (1978)
 CS0738
 CS0738                         *CURRENT SURVEY CONTROL
 CS0738  ___________________________________________________________________
 CS0738* NAD 83(1986)-  32 24 37.     (N)    096 52 52.     (W)     SCALED    
 CS0738* NAVD 88     -       171.843  (meters)     563.79   (feet)  ADJUSTED  
 CS0738  ___________________________________________________________________
 CS0738  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CS0738  DYNAMIC HT  -         171.640 (meters)     563.12  (feet)  COMP
 CS0738  MODELED GRAV-     979,453.6   (mgal)                       NAVD 88
 CS0738
 CS0738  VERT ORDER  -  SECOND    CLASS 0
 CS0738
 CS0738.The horizontal coordinates were scaled from a topographic map and have
 CS0738.an estimated accuracy of +/- 6 seconds.
 CS0738
 CS0738.The orthometric height was determined by differential leveling
 CS0738.and adjusted by the National Geodetic Survey in June 1991..
 CS0738
 CS0738.The geoid height was determined by GEOID03.
 CS0738
 CS0738.The dynamic height is computed by dividing the NAVD 88
 CS0738.geopotential number by the normal gravity value computed on the
 CS0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0738.degrees latitude (g = 980.6199 gals.).
 CS0738
 CS0738.The modeled gravity was interpolated from observed gravity values.
 CS0738
 CS0738;                    North         East    Units  Estimated Accuracy
 CS0738;SPC TXNC     - 2,083,630.      752,270.      MT  (+/- 180 meters Scaled)
 CS0738
 CS0738                          SUPERSEDED SURVEY CONTROL
 CS0738
 CS0738  NGVD 29 (??/??/92)  171.829  (m)          563.74   (f) ADJ UNCH    2 0
 CS0738
 CS0738.Superseded values are not recommended for survey control.
 CS0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0738.See file dsdata.txt to determine how the superseded data were derived.
 CS0738
 CS0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA992878(NAD 83)
 CS0738_MARKER: DB = BENCH MARK DISK
 CS0738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0738_SP_SET: ABUTMENT
 CS0738_STAMPING: E 294 1934
 CS0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0738
 CS0738  HISTORY     - Date     Condition        Report By
 CS0738  HISTORY     - 1934     MONUMENTED       CGS
 CS0738  HISTORY     - 1965     GOOD             NGS
 CS0738  HISTORY     - 20060505 MARK NOT FOUND   INDIV
 CS0738
 CS0738                          STATION DESCRIPTION
 CS0738
 CS0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS0738'2.7 MI W FROM WAXAHACHIE.
 CS0738'2.7 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAIL ROAD FROM THE
 CS0738'STATION AT WAXAHACHIE, ELLIS COUNTY, AT BRIDGE 14 D OVER WAXAHACHIE
 CS0738'CREEK, IN THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT, AND 6 FEET SOUTH
 CS0738'OF THE TRACK, A STANDARD DISK, STAMPED E 294 1934.  NOTE-- THE MARK
 CS0738'MAY BE REACHED FROM THE JUNCTION OF U. S. HIGHWAYS 77 AND 287 IN
 CS0738'WAXAHACHIE, BY GOING WEST 2.3 MILES ALONG U. S. HIGHWAY 287 TO THE
 CS0738'OVERPASS OF INTERSTATE 35, THENCE CONTINUE 1.0 MILE ALONG U.S. HIGHWAY
 CS0738'287 TO A BLACK TOP ROAD ON THE LEFT.  THENCE SOUTH 0.2 MILE TO A ROAD
 CS0738'ON THE LEFT JUST BEFORE CROSSING RAIL ROAD.  THENCE 0.8 MILE EASTERLY
 CS0738'ALONG THE RAIL ROAD TRACKS TO RAIL ROAD BRIDGE AND SITE OF BENCH MARK.
 CS0738
 CS0738                          STATION RECOVERY (2006)
 CS0738
 CS0738'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (ERS)
 CS0738'FOUND NGS BRASS CAP AT LOCATION DESCRIBED BUT CAP IS STAMPED 'E294
 CS0738'RESET 1976'. BRIDGE ABUTMENTS HAVE PROBABLY BEEN REPLACED AND BRASS
 CS0738'CAP RESET. I CAN FIND NO INFORMATION ON 1976 BRASS CAP AND ELEVATION
 CS0738'OF 563.79 FOR E 294 DOES NOT CHECK WITH OTHER BENCHMARKS IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0540 ***********************************************************************
 DM0540  DESIGNATION -  E 295
 DM0540  PID         -  DM0540
 DM0540  STATE/COUNTY-  TX/FANNIN
 DM0540  USGS QUAD   -  HONEY GROVE (1984)
 DM0540
 DM0540                         *CURRENT SURVEY CONTROL
 DM0540  ___________________________________________________________________
 DM0540* NAD 83(1986)-  33 30 58.     (N)    095 55 03.     (W)     SCALED    
 DM0540* NAVD 88     -       166.326  (meters)     545.69   (feet)  ADJUSTED  
 DM0540  ___________________________________________________________________
 DM0540  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DM0540  DYNAMIC HT  -         166.150 (meters)     545.11  (feet)  COMP
 DM0540  MODELED GRAV-     979,575.9   (mgal)                       NAVD 88
 DM0540
 DM0540  VERT ORDER  -  SECOND    CLASS 0
 DM0540
 DM0540.The horizontal coordinates were scaled from a topographic map and have
 DM0540.an estimated accuracy of +/- 6 seconds.
 DM0540
 DM0540.The orthometric height was determined by differential leveling
 DM0540.and adjusted by the National Geodetic Survey in June 1991..
 DM0540
 DM0540.The geoid height was determined by GEOID03.
 DM0540
 DM0540.The dynamic height is computed by dividing the NAVD 88
 DM0540.geopotential number by the normal gravity value computed on the
 DM0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0540.degrees latitude (g = 980.6199 gals.).
 DM0540
 DM0540.The modeled gravity was interpolated from observed gravity values.
 DM0540
 DM0540;                    North         East    Units  Estimated Accuracy
 DM0540;SPC TXNC     - 2,208,040.      839,880.      MT  (+/- 180 meters Scaled)
 DM0540
 DM0540                          SUPERSEDED SURVEY CONTROL
 DM0540
 DM0540  NGVD 29 (??/??/92)  166.31   (m)          545.6    (f) COMPUTED    2 0
 DM0540
 DM0540.Superseded values are not recommended for survey control.
 DM0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0540.See file dsdata.txt to determine how the superseded data were derived.
 DM0540
 DM0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT290123(NAD 83)
 DM0540_MARKER: DB = BENCH MARK DISK
 DM0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0540_STAMPING: E 295 1934
 DM0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0540+STABILITY: SURFACE MOTION
 DM0540
 DM0540  HISTORY     - Date     Condition        Report By
 DM0540  HISTORY     - 1934     MONUMENTED       CGS
 DM0540  HISTORY     - 19940402 MARK NOT FOUND   USPSQD
 DM0540
 DM0540                          STATION DESCRIPTION
 DM0540
 DM0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0540'4.6 MI S FROM HONEY GROVE.
 DM0540'4.6 MILES S OF AND ALONG THE S F. R. R.  45 FEET W OF THE CENTER OF
 DM0540'THE TRACK.  60 FEET N OF A ROAD CROSSING RAILROAD AT THIS POINT. CLOSE
 DM0540'TO R/W FENCE.  ABOUT 100 FEET NE OF CULVERT NO. 6D.
 DM0540
 DM0540                          STATION RECOVERY (1994)
 DM0540
 DM0540'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0556 ***********************************************************************
 DM0556  DESIGNATION -  E 296
 DM0556  PID         -  DM0556
 DM0556  STATE/COUNTY-  TX/LAMAR
 DM0556  USGS QUAD   -  TOCO (1984)
 DM0556
 DM0556                         *CURRENT SURVEY CONTROL
 DM0556  ___________________________________________________________________
 DM0556* NAD 83(1986)-  33 37 44.     (N)    095 40 23.     (W)     SCALED    
 DM0556* NAVD 88     -       180.332  (meters)     591.64   (feet)  ADJUSTED  
 DM0556  ___________________________________________________________________
 DM0556  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM0556  DYNAMIC HT  -         180.142 (meters)     591.02  (feet)  COMP
 DM0556  MODELED GRAV-     979,579.1   (mgal)                       NAVD 88
 DM0556
 DM0556  VERT ORDER  -  SECOND    CLASS 0
 DM0556
 DM0556.The horizontal coordinates were scaled from a topographic map and have
 DM0556.an estimated accuracy of +/- 6 seconds.
 DM0556
 DM0556.The orthometric height was determined by differential leveling
 DM0556.and adjusted by the National Geodetic Survey in June 1991..
 DM0556
 DM0556.The geoid height was determined by GEOID03.
 DM0556
 DM0556.The dynamic height is computed by dividing the NAVD 88
 DM0556.geopotential number by the normal gravity value computed on the
 DM0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0556.degrees latitude (g = 980.6199 gals.).
 DM0556
 DM0556.The modeled gravity was interpolated from observed gravity values.
 DM0556
 DM0556;                    North         East    Units  Estimated Accuracy
 DM0556;SPC TXNC     - 2,221,120.      862,250.      MT  (+/- 180 meters Scaled)
 DM0556
 DM0556                          SUPERSEDED SURVEY CONTROL
 DM0556
 DM0556  NGVD 29 (??/??/92)  180.313  (m)          591.58   (f) ADJ UNCH    2 0
 DM0556
 DM0556.Superseded values are not recommended for survey control.
 DM0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0556.See file dsdata.txt to determine how the superseded data were derived.
 DM0556
 DM0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT520242(NAD 83)
 DM0556_MARKER: DB = BENCH MARK DISK
 DM0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0556_STAMPING: E 296 1934
 DM0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0556+STABILITY: SURFACE MOTION
 DM0556
 DM0556  HISTORY     - Date     Condition        Report By
 DM0556  HISTORY     - 1934     MONUMENTED       CGS
 DM0556  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0556
 DM0556                          STATION DESCRIPTION
 DM0556
 DM0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0556'2.0 MI E FROM BROOKSTON.
 DM0556'2.0 MI E OF AND ALONG THE TP RR.  43 FEET N OF THE CENTER OF THE
 DM0556'TRACK.  60 FEET N OF MILE POST 98.  8 FEET S OF THE R/W FENCE.
 DM0556
 DM0556                          STATION RECOVERY (1995)
 DM0556
 DM0556'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1132 ***********************************************************************
 BY1132  DESIGNATION -  E 297
 BY1132  PID         -  BY1132
 BY1132  STATE/COUNTY-  TX/RUSK
 BY1132  USGS QUAD   -  MOUNT ENTERPRISE (1984)
 BY1132
 BY1132                         *CURRENT SURVEY CONTROL
 BY1132  ___________________________________________________________________
 BY1132* NAD 83(1986)-  31 54 26.     (N)    094 38 49.     (W)     SCALED    
 BY1132* NAVD 88     -       163.190  (meters)     535.40   (feet)  ADJUSTED  
 BY1132  ___________________________________________________________________
 BY1132  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY1132  DYNAMIC HT  -         162.993 (meters)     534.75  (feet)  COMP
 BY1132  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 BY1132
 BY1132  VERT ORDER  -  SECOND    CLASS 0
 BY1132
 BY1132.The horizontal coordinates were scaled from a topographic map and have
 BY1132.an estimated accuracy of +/- 6 seconds.
 BY1132
 BY1132.The orthometric height was determined by differential leveling
 BY1132.and adjusted by the National Geodetic Survey in June 1991..
 BY1132
 BY1132.The geoid height was determined by GEOID03.
 BY1132
 BY1132.The dynamic height is computed by dividing the NAVD 88
 BY1132.geopotential number by the normal gravity value computed on the
 BY1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1132.degrees latitude (g = 980.6199 gals.).
 BY1132
 BY1132.The modeled gravity was interpolated from observed gravity values.
 BY1132
 BY1132;                    North         East    Units  Estimated Accuracy
 BY1132;SPC TXNC     - 2,033,360.      964,400.      MT  (+/- 180 meters Scaled)
 BY1132
 BY1132                          SUPERSEDED SURVEY CONTROL
 BY1132
 BY1132  NGVD 29 (??/??/92)  163.195  (m)          535.42   (f) ADJ UNCH    2 0
 BY1132
 BY1132.Superseded values are not recommended for survey control.
 BY1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1132.See file dsdata.txt to determine how the superseded data were derived.
 BY1132
 BY1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR442313(NAD 83)
 BY1132_MARKER: DB = BENCH MARK DISK
 BY1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1132_STAMPING: E 297 1934
 BY1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1132+STABILITY: SURFACE MOTION
 BY1132
 BY1132  HISTORY     - Date     Condition        Report By
 BY1132  HISTORY     - 1934     MONUMENTED       CGS
 BY1132  HISTORY     - 1938     GOOD             NGS
 BY1132
 BY1132                          STATION DESCRIPTION
 BY1132
 BY1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1132'2.5 MI SE FROM MOUNT ENTERPRISE.
 BY1132'2.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 84 FROM THE JUNCTION OF STATE
 BY1132'HIGHWAY 26 AT MOUNT ENTERPRISE, RUSK COUNTY, 0.5 MILE EAST OF A DIRT
 BY1132'ROAD LEADING SOUTHEAST, 0.2 MILE SOUTHEAST OF A GUARDRAIL ON THE NORTH
 BY1132'SIDE OF THE HIGHWAY, AT THE CENTER OF A 3-FOOT-AVERAGE HIGHWAY CUT ON
 BY1132'THE SOUTH SIDE OF THE HIGHWAY, 52 FEET SOUTH OF THE CENTERLINE OF THE
 BY1132'HIGHWAY, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET
 BY1132'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 297 1934 AND SET
 BY1132'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0306 ***********************************************************************
 BY0306  DESIGNATION -  E 299
 BY0306  PID         -  BY0306
 BY0306  STATE/COUNTY-  TX/NACOGDOCHES
 BY0306  USGS QUAD   -  ETOILE NORTH (1984)
 BY0306
 BY0306                         *CURRENT SURVEY CONTROL
 BY0306  ___________________________________________________________________
 BY0306* NAD 83(1986)-  31 26 06.     (N)    094 23 59.     (W)     SCALED    
 BY0306* NAVD 88     -        91.96   (+/-2cm)     301.7    (feet)  VERTCON   
 BY0306  ___________________________________________________________________
 BY0306  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BY0306
 BY0306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0306
 BY0306.The horizontal coordinates were scaled from a topographic map and have
 BY0306.an estimated accuracy of +/- 6 seconds.
 BY0306
 BY0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0306.The vertical order pertains to the NGVD 29 superseded value.
 BY0306
 BY0306.The geoid height was determined by GEOID03.
 BY0306
 BY0306;                    North         East    Units  Estimated Accuracy
 BY0306;SPC TX C     - 3,211,070.    1,263,780.      MT  (+/- 180 meters Scaled)
 BY0306
 BY0306                          SUPERSEDED SURVEY CONTROL
 BY0306
 BY0306  NGVD 29 (??/??/92)   91.998  (m)          301.83   (f) ADJ UNCH    2 0
 BY0306
 BY0306.Superseded values are not recommended for survey control.
 BY0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0306.See file dsdata.txt to determine how the superseded data were derived.
 BY0306
 BY0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ669786(NAD 83)
 BY0306_MARKER: DB = BENCH MARK DISK
 BY0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0306_STAMPING: E 299 1934
 BY0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0306+STABILITY: SURFACE MOTION
 BY0306
 BY0306  HISTORY     - Date     Condition        Report By
 BY0306  HISTORY     - 1934     MONUMENTED       CGS
 BY0306  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0306
 BY0306                          STATION DESCRIPTION
 BY0306
 BY0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0306'6.0 MI SW FROM CHIRENO.
 BY0306'6.0 MILES SOUTHWEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM
 BY0306'THE STATION AT CHIRENO, NACOGDOCHES COUNTY, 0.5 MILE WEST OF MILEPOST
 BY0306'25, IN A HEAVILY WOODED AREA, 50 FEET WEST OF THE CENTERLINE OF AN
 BY0306'UNUSED ROAD, 30 FEET WEST OF THE CENTERLINE OF THE TRACK AND SET IN
 BY0306'THE TOP OF A CONCRETE POST.
 BY0306
 BY0306                          STATION RECOVERY (1998)
 BY0306
 BY0306'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0234 ***********************************************************************
 CR0234  DESIGNATION -  E 3
 CR0234  PID         -  CR0234
 CR0234  STATE/COUNTY-  TX/MARION
 CR0234  USGS QUAD   -  LASSATER (1961)
 CR0234
 CR0234                         *CURRENT SURVEY CONTROL
 CR0234  ___________________________________________________________________
 CR0234* NAD 83(1986)-  32 50 03.     (N)    094 30 10.     (W)     SCALED    
 CR0234* NAVD 88     -       102.089  (meters)     334.94   (feet)  ADJUSTED  
 CR0234  ___________________________________________________________________
 CR0234  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CR0234  DYNAMIC HT  -         101.975 (meters)     334.56  (feet)  COMP
 CR0234  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 CR0234
 CR0234  VERT ORDER  -  FIRST     CLASS II
 CR0234
 CR0234.The horizontal coordinates were scaled from a topographic map and have
 CR0234.an estimated accuracy of +/- 6 seconds.
 CR0234
 CR0234.The orthometric height was determined by differential leveling
 CR0234.and adjusted by the National Geodetic Survey in June 1991..
 CR0234.WARNING-Repeat measurements at this control monument indicate possible
 CR0234.vertical movement.
 CR0234
 CR0234.The geoid height was determined by GEOID03.
 CR0234
 CR0234.The dynamic height is computed by dividing the NAVD 88
 CR0234.geopotential number by the normal gravity value computed on the
 CR0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0234.degrees latitude (g = 980.6199 gals.).
 CR0234
 CR0234.The modeled gravity was interpolated from observed gravity values.
 CR0234
 CR0234;                    North         East    Units  Estimated Accuracy
 CR0234;SPC TXNC     - 2,136,580.      974,120.      MT  (+/- 180 meters Scaled)
 CR0234
 CR0234                          SUPERSEDED SURVEY CONTROL
 CR0234
 CR0234  NGVD 29 (??/??/92)  102.138  (m)          335.10   (f) ADJ UNCH    1 2
 CR0234
 CR0234.Superseded values are not recommended for survey control.
 CR0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0234.See file dsdata.txt to determine how the superseded data were derived.
 CR0234
 CR0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS593339(NAD 83)
 CR0234_MARKER: Q = CHISELED SQUARE
 CR0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0234+STABILITY: SURFACE MOTION
 CR0234
 CR0234  HISTORY     - Date     Condition        Report By
 CR0234  HISTORY     - UNK      MONUMENTED       CGS
 CR0234  HISTORY     - 1954     GOOD             NGS
 CR0234  HISTORY     - 1961     MARK NOT FOUND   USGS
 CR0234
 CR0234                          STATION DESCRIPTION
 CR0234
 CR0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0234'6.4 MI SE FROM AVINGER.
 CR0234'6.4 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0234'STATION AT AVINGER, 8 POLES NORTHWEST OF THE STATION SIGN AT LASSATER,
 CR0234'6 POLES NORTHWEST OF MILEPOST T - 61, 94 FEET NORTHEAST OF THE
 CR0234'NORTHEAST RAIL, 14 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 2
 CR0234'FEET SOUTHEAST OF A WITNESS POST, CUT IN THE TOP OF A STONE POST WHICH
 CR0234'PROJECTS 1.0 FOOT ABOVE THE GROUND, SURROUNDED BY THE LETTERS USBM.
 CR0234'NOTE-- THIS POST WAS LEANING 10 DEGREES.  BELIEVED DESTROYED DURING
 CR0234'ROAD GRADING OPERATIONS.
 CR0234
 CR0234                          STATION RECOVERY (1961)
 CR0234
 CR0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CR0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0249 ***********************************************************************
 AZ0249  DESIGNATION -  E 30
 AZ0249  PID         -  AZ0249
 AZ0249  STATE/COUNTY-  TX/VAL VERDE
 AZ0249  USGS QUAD   -  PECOS HIGH BRIDGE (1979)
 AZ0249
 AZ0249                         *CURRENT SURVEY CONTROL
 AZ0249  ___________________________________________________________________
 AZ0249* NAD 83(1986)-  29 45 14.     (N)    101 15 56.     (W)     SCALED    
 AZ0249* NAVD 88     -       487.363  (meters)    1598.96   (feet)  ADJUSTED  
 AZ0249  ___________________________________________________________________
 AZ0249  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0249  DYNAMIC HT  -         486.650 (meters)    1596.62  (feet)  COMP
 AZ0249  MODELED GRAV-     979,163.3   (mgal)                       NAVD 88
 AZ0249
 AZ0249  VERT ORDER  -  FIRST     CLASS II
 AZ0249
 AZ0249.The horizontal coordinates were scaled from a topographic map and have
 AZ0249.an estimated accuracy of +/- 6 seconds.
 AZ0249
 AZ0249.The orthometric height was determined by differential leveling
 AZ0249.and adjusted by the National Geodetic Survey in June 1991..
 AZ0249
 AZ0249.The geoid height was determined by GEOID03.
 AZ0249
 AZ0249.The dynamic height is computed by dividing the NAVD 88
 AZ0249.geopotential number by the normal gravity value computed on the
 AZ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0249.degrees latitude (g = 980.6199 gals.).
 AZ0249
 AZ0249.The modeled gravity was interpolated from observed gravity values.
 AZ0249
 AZ0249;                    North         East    Units  Estimated Accuracy
 AZ0249;SPC TXSC     - 4,214,970.      380,910.      MT  (+/- 180 meters Scaled)
 AZ0249
 AZ0249                          SUPERSEDED SURVEY CONTROL
 AZ0249
 AZ0249  NGVD 29 (??/??/92)  487.243  (m)         1598.56   (f) ADJ UNCH    1 2
 AZ0249
 AZ0249.Superseded values are not recommended for survey control.
 AZ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0249.See file dsdata.txt to determine how the superseded data were derived.
 AZ0249
 AZ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT809936(NAD 83)
 AZ0249_MARKER: DB = BENCH MARK DISK
 AZ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0249_STAMPING: E 30 1917 ELEV 1598.701 FT
 AZ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0249+STABILITY: SURFACE MOTION
 AZ0249
 AZ0249  HISTORY     - Date     Condition        Report By
 AZ0249  HISTORY     - 1917     MONUMENTED       CGS
 AZ0249  HISTORY     - 1958     GOOD             NGS
 AZ0249
 AZ0249                          STATION DESCRIPTION
 AZ0249
 AZ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0249'8.2 MI NW FROM COMSTOCK.
 AZ0249'ABOUT 8.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0249'FROM THE STATION AT COMSTOCK, 46 FEET SOUTH OF THE 5TH POLE EAST OF
 AZ0249'MILEPOST 422, 96 FEET SOUTH OF THE SOUTH RAIL, 10 FEET NORTH OF A
 AZ0249'FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW
 AZ0249'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 AZ0249'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0223 ***********************************************************************
 BZ0223  DESIGNATION -  E 300
 BZ0223  PID         -  BZ0223
 BZ0223  STATE/COUNTY-  TX/FREESTONE
 BZ0223  USGS QUAD   -  FAIRFIELD (1982)
 BZ0223
 BZ0223                         *CURRENT SURVEY CONTROL
 BZ0223  ___________________________________________________________________
 BZ0223* NAD 83(1986)-  31 43 32.     (N)    096 09 34.     (W)     SCALED    
 BZ0223* NAVD 88     -       146.962  (meters)     482.16   (feet)  ADJUSTED  
 BZ0223  ___________________________________________________________________
 BZ0223  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ0223  DYNAMIC HT  -         146.786 (meters)     481.58  (feet)  COMP
 BZ0223  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BZ0223
 BZ0223  VERT ORDER  -  SECOND    CLASS 0
 BZ0223
 BZ0223.The horizontal coordinates were scaled from a topographic map and have
 BZ0223.an estimated accuracy of +/- 6 seconds.
 BZ0223
 BZ0223.The orthometric height was determined by differential leveling
 BZ0223.and adjusted by the National Geodetic Survey in June 1991..
 BZ0223.WARNING-Repeat measurements at this control monument indicate possible
 BZ0223.vertical movement.
 BZ0223
 BZ0223.The geoid height was determined by GEOID03.
 BZ0223
 BZ0223.The dynamic height is computed by dividing the NAVD 88
 BZ0223.geopotential number by the normal gravity value computed on the
 BZ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0223.degrees latitude (g = 980.6199 gals.).
 BZ0223
 BZ0223.The modeled gravity was interpolated from observed gravity values.
 BZ0223
 BZ0223;                    North         East    Units  Estimated Accuracy
 BZ0223;SPC TX C     - 3,235,670.    1,095,470.      MT  (+/- 180 meters Scaled)
 BZ0223
 BZ0223                          SUPERSEDED SURVEY CONTROL
 BZ0223
 BZ0223  NGVD 29 (??/??/92)  146.953  (m)          482.13   (f) ADJ UNCH    2 0
 BZ0223
 BZ0223.Superseded values are not recommended for survey control.
 BZ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0223.See file dsdata.txt to determine how the superseded data were derived.
 BZ0223
 BZ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA691135(NAD 83)
 BZ0223_MARKER: DB = BENCH MARK DISK
 BZ0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0223_SP_SET: STEP
 BZ0223_STAMPING: E 300 1934
 BZ0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0223
 BZ0223  HISTORY     - Date     Condition        Report By
 BZ0223  HISTORY     - 1934     MONUMENTED       CGS
 BZ0223  HISTORY     - 1947     GOOD             NGS
 BZ0223  HISTORY     - 1948     GOOD             NGS
 BZ0223  HISTORY     - 20020824 GOOD             USPSQD
 BZ0223
 BZ0223                          STATION DESCRIPTION
 BZ0223
 BZ0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0223'IN FAIRFIELD.
 BZ0223'AT FAIRFIELD, AT THE SOUTH ENTRANCE TO THE COURT HOUSE, 14.5 FEET WEST
 BZ0223'OF THE CENTER OF THE CONCRETE STEPS, 7.2 FEET SOUTH OF THE SOUTH WALL
 BZ0223'OF THE BUILDING, 1.7 FOOT SOUTH OF THE SOUTH EDGE OF THE BASE OF THE
 BZ0223'MOST WESTERLY ONE OF FOUR LARGE IRON COLUMNS AT THE SOUTH ENTRANCE TO
 BZ0223'THE BUILDING, SET IN THE TOP OF THE WEST BANISTER OF THE STEPS.
 BZ0223
 BZ0223                          STATION RECOVERY (1948)
 BZ0223
 BZ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BZ0223'RECOVERED IN GOOD CONDITION.
 BZ0223
 BZ0223                          STATION RECOVERY (2002)
 BZ0223
 BZ0223'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2031 ***********************************************************************
 CS2031  DESIGNATION -  E 301
 CS2031  PID         -  CS2031
 CS2031  STATE/COUNTY-  TX/JOHNSON
 CS2031  USGS QUAD   -  GRANDVIEW (1978)
 CS2031
 CS2031                         *CURRENT SURVEY CONTROL
 CS2031  ___________________________________________________________________
 CS2031* NAD 83(1986)-  32 18 53.     (N)    097 11 47.     (W)     SCALED    
 CS2031* NAVD 88     -       206.281  (meters)     676.77   (feet)  ADJUSTED  
 CS2031  ___________________________________________________________________
 CS2031  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CS2031  DYNAMIC HT  -         206.032 (meters)     675.96  (feet)  COMP
 CS2031  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 CS2031
 CS2031  VERT ORDER  -  FIRST     CLASS II
 CS2031
 CS2031.The horizontal coordinates were scaled from a topographic map and have
 CS2031.an estimated accuracy of +/- 6 seconds.
 CS2031
 CS2031.The orthometric height was determined by differential leveling
 CS2031.and adjusted by the National Geodetic Survey in June 1991..
 CS2031.WARNING-Repeat measurements at this control monument indicate possible
 CS2031.vertical movement.
 CS2031
 CS2031.The geoid height was determined by GEOID03.
 CS2031
 CS2031.The dynamic height is computed by dividing the NAVD 88
 CS2031.geopotential number by the normal gravity value computed on the
 CS2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2031.degrees latitude (g = 980.6199 gals.).
 CS2031
 CS2031.The modeled gravity was interpolated from observed gravity values.
 CS2031
 CS2031;                    North         East    Units  Estimated Accuracy
 CS2031;SPC TXNC     - 2,072,630.      722,750.      MT  (+/- 180 meters Scaled)
 CS2031
 CS2031                          SUPERSEDED SURVEY CONTROL
 CS2031
 CS2031  NGVD 29 (??/??/92)  206.239  (m)          676.64   (f) ADJ UNCH    1 2
 CS2031
 CS2031.Superseded values are not recommended for survey control.
 CS2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2031.See file dsdata.txt to determine how the superseded data were derived.
 CS2031
 CS2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA697767(NAD 83)
 CS2031_MARKER: DB = BENCH MARK DISK
 CS2031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2031_SP_SET: CULVERT
 CS2031_STAMPING: E 301 1934
 CS2031_MARK LOGO: CGS   
 CS2031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2031
 CS2031  HISTORY     - Date     Condition        Report By
 CS2031  HISTORY     - 1934     MONUMENTED       CGS
 CS2031  HISTORY     - 1953     GOOD             NGS
 CS2031  HISTORY     - 1983     GOOD             NGS
 CS2031  HISTORY     - 19910413 GOOD             USPSQD
 CS2031  HISTORY     - 19940330 GOOD             USPSQD
 CS2031
 CS2031                          STATION DESCRIPTION
 CS2031
 CS2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS2031'3.4 MI N FROM GRANDVIEW.
 CS2031'3.4 MI N OF AND ALONG THE M K AND T R R DISK IS SET HORIZONTALLY IN S
 CS2031'END OF E HEADWALL OF A CONCRETE CULVERT.  50 YARDS N OF A ROAD
 CS2031'CROSSING AND ABOUT 150 YARDS N OF MILE POST 790.
 CS2031
 CS2031                          STATION RECOVERY (1953)
 CS2031
 CS2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CS2031'RECOVERED IN GOOD CONDITION.
 CS2031
 CS2031                          STATION RECOVERY (1983)
 CS2031
 CS2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2031'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.5 KM (3.4 MI)
 CS2031'NORTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM ITS
 CS2031'JUNCTION WITH FARM ROAD 916 IN GRANDVIEW, IN THE SOUTH END OF THE EAST
 CS2031'CONCRETE HEADWALL OF A BOX CULVERT, 0.2 KM (0.1 MI) NORTH OF MILEPOST
 CS2031'790, 45.7 METERS (149.9 FT) NORTH OF A GRAVELED ROAD, 4.6 METERS (15.1
 CS2031'FT) EAST OF THE NEAR RAIL AND 0.4 METER (1.3 FT) NORTH OF THE SOUTH
 CS2031'END OF THE HEADWALL.
 CS2031'THE MARK IS 1.2 M BELOW THE TRACKS.
 CS2031
 CS2031                          STATION RECOVERY (1991)
 CS2031
 CS2031'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDT)
 CS2031'RECOVERED IN GOOD CONDITION.
 CS2031
 CS2031                          STATION RECOVERY (1994)
 CS2031
 CS2031'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0591 ***********************************************************************
 AN0591  DESIGNATION -  E 302
 AN0591  PID         -  AN0591
 AN0591  STATE/COUNTY-  TX/CALHOUN
 AN0591  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0591
 AN0591                         *CURRENT SURVEY CONTROL
 AN0591  ___________________________________________________________________
 AN0591* NAD 83(1986)-  28 36 48.     (N)    096 40 42.     (W)     SCALED    
 AN0591* NAVD 88     -         6.58   (+/-2cm)      21.6    (feet)  VERTCON   
 AN0591  ___________________________________________________________________
 AN0591  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN0591
 AN0591  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0591
 AN0591.The horizontal coordinates were scaled from a topographic map and have
 AN0591.an estimated accuracy of +/- 6 seconds.
 AN0591
 AN0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0591.The vertical order pertains to the NGVD 29 superseded value.
 AN0591
 AN0591.The geoid height was determined by GEOID03.
 AN0591
 AN0591;                    North         East    Units  Estimated Accuracy
 AN0591;SPC TXSC     - 4,088,700.      827,030.      MT  (+/- 180 meters Scaled)
 AN0591
 AN0591                          SUPERSEDED SURVEY CONTROL
 AN0591
 AN0591  NGVD 29 (??/??/92)    6.701  (m)           21.98   (f) ADJ UNCH    1 2
 AN0591
 AN0591.Superseded values are not recommended for survey control.
 AN0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0591.See file dsdata.txt to determine how the superseded data were derived.
 AN0591
 AN0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS270673(NAD 83)
 AN0591_MARKER: DB = BENCH MARK DISK
 AN0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0591_STAMPING: E 302 1935
 AN0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0591+STABILITY: SURFACE MOTION
 AN0591
 AN0591  HISTORY     - Date     Condition        Report By
 AN0591  HISTORY     - 1935     MONUMENTED       CGS
 AN0591  HISTORY     - 1943     GOOD             NGS
 AN0591  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0591  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0591
 AN0591                          STATION DESCRIPTION
 AN0591
 AN0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0591'3.4 MI NW FROM PORT LAVACA.
 AN0591'TO REACH FROM THE RAILROAD STATION AT PORT LAVACA, PROCEED 3.4 MILES
 AN0591'NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD AND SITE OF BENCH MARK.
 AN0591'BENCH MARK IS 41.0 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE
 AN0591'CENTERLINE OF TRACK.  IT IS 38.4 FEET NORTH OF THE CENTERLINE OF STATE
 AN0591'HIGHWAY NO. 87 AND BETWEEN THE 13 AND 14 POLE NORTHWEST OF MILE POST
 AN0591'NO. 3.  MONUMENT IS 3.0 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER
 AN0591'POST AND PROJECTS 0.2 FOOT.  A DISK SET IN CONCRETE POST.
 AN0591
 AN0591                          STATION RECOVERY (1990)
 AN0591
 AN0591'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0591'MARK NOT FOUND.
 AN0591
 AN0591                          STATION RECOVERY (1998)
 AN0591
 AN0591'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2106 ***********************************************************************
 BX2106  DESIGNATION -  E 303 RESET 1965
 BX2106  PID         -  BX2106
 BX2106  STATE/COUNTY-  TX/SABINE
 BX2106  USGS QUAD   -  MILAM (1984)
 BX2106
 BX2106                         *CURRENT SURVEY CONTROL
 BX2106  ___________________________________________________________________
 BX2106* NAD 83(1986)-  31 25 44.     (N)    093 48 27.     (W)     SCALED    
 BX2106* NAVD 88     -        85.38   (+/-2cm)     280.1    (feet)  VERTCON   
 BX2106  ___________________________________________________________________
 BX2106  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BX2106
 BX2106  VERT ORDER  -  THIRD (See Below)
 BX2106
 BX2106.The horizontal coordinates were scaled from a topographic map and have
 BX2106.an estimated accuracy of +/- 6 seconds.
 BX2106
 BX2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2106.The vertical order pertains to the NGVD 29 superseded value.
 BX2106
 BX2106.The geoid height was determined by GEOID03.
 BX2106
 BX2106;                    North         East    Units  Estimated Accuracy
 BX2106;SPC TX C     - 3,213,550.    1,320,030.      MT  (+/- 180 meters Scaled)
 BX2106
 BX2106                          SUPERSEDED SURVEY CONTROL
 BX2106
 BX2106  NGVD 29 (??/??/??)   85.44   (m)          280.3    (f) RESET       3  
 BX2106
 BX2106.Superseded values are not recommended for survey control.
 BX2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2106.See file dsdata.txt to determine how the superseded data were derived.
 BX2106
 BX2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ232774(NAD 83)
 BX2106_MARKER: DB = BENCH MARK DISK
 BX2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2106_STAMPING: E 303 RESET 1965
 BX2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2106+STABILITY: SURFACE MOTION
 BX2106
 BX2106  HISTORY     - Date     Condition        Report By
 BX2106  HISTORY     - 1965     MONUMENTED       CGS
 BX2106
 BX2106                          STATION DESCRIPTION
 BX2106
 BX2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX2106'2.45 MI E FROM MILAM.
 BX2106'2.45 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BX2106'HIGHWAY 21 AND 87 IN MILAM, SABINE COUNTY, TO SITE OF BENCH MARK, 117
 BX2106'FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 166 FEET WEST OF A POWER
 BX2106'LINE POLE, 1 FOOT EAST OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY
 BX2106'BASE LINE STATION 628 + 07.  A STANDARD DISK SET IN A 12 X 12 IN.
 BX2106'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF
 BX2106'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0013 ***********************************************************************
 BL0013  DESIGNATION -  E 304
 BL0013  PID         -  BL0013
 BL0013  STATE/COUNTY-  TX/TYLER
 BL0013  USGS QUAD   -  WOODVILLE (1984)
 BL0013
 BL0013                         *CURRENT SURVEY CONTROL
 BL0013  ___________________________________________________________________
 BL0013* NAD 83(1986)-  30 49 01.     (N)    094 25 30.     (W)     SCALED    
 BL0013* NAVD 88     -        97.51   (+/-2cm)     319.9    (feet)  VERTCON   
 BL0013  ___________________________________________________________________
 BL0013  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BL0013
 BL0013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0013
 BL0013.The horizontal coordinates were scaled from a topographic map and have
 BL0013.an estimated accuracy of +/- 6 seconds.
 BL0013
 BL0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0013.The vertical order pertains to the NGVD 29 superseded value.
 BL0013
 BL0013.The geoid height was determined by GEOID03.
 BL0013
 BL0013;                    North         East    Units  Estimated Accuracy
 BL0013;SPC TX C     - 3,142,520.    1,265,020.      MT  (+/- 180 meters Scaled)
 BL0013
 BL0013                          SUPERSEDED SURVEY CONTROL
 BL0013
 BL0013  NGVD 29 (??/??/92)   97.509  (m)          319.91   (f) ADJ UNCH    2 0
 BL0013
 BL0013.Superseded values are not recommended for survey control.
 BL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0013.See file dsdata.txt to determine how the superseded data were derived.
 BL0013
 BL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ636101(NAD 83)
 BL0013_MARKER: DB = BENCH MARK DISK
 BL0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0013_STAMPING: E 304 1934
 BL0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0013+STABILITY: SURFACE MOTION
 BL0013
 BL0013  HISTORY     - Date     Condition        Report By
 BL0013  HISTORY     - 1934     MONUMENTED       CGS
 BL0013  HISTORY     - 1949     GOOD             NGS
 BL0013
 BL0013                          STATION DESCRIPTION
 BL0013
 BL0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0013'IN DOUCETTE.
 BL0013'AT DOUCETTE, AT A DIRT ROAD CROSSING ALONG THE TEXAS AND NEW ORLEANS
 BL0013'RAILWAY, 160.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE STATION, 26.0
 BL0013'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40.6 FEET EAST OF THE EAST
 BL0013'RAIL OF THE MAIN TRACK, 10.5 FEET SOUTHEAST OF THE CROSSING SIGN POST,
 BL0013'3.3 FEET SOUTHEAST OF A TELEPHONE POLE, 1.0 FOOT WEST OF A REFERENCE
 BL0013'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 BL0013'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0302 ***********************************************************************
 BL0302  DESIGNATION -  E 305
 BL0302  PID         -  BL0302
 BL0302  STATE/COUNTY-  TX/JEFFERSON
 BL0302  USGS QUAD   -  VOTH (1993)
 BL0302
 BL0302                         *CURRENT SURVEY CONTROL
 BL0302  ___________________________________________________________________
 BL0302* NAD 83(1986)-  30 08 35.     (N)    094 10 18.     (W)     SCALED    
 BL0302* NAVD 88     -        10.84   (+/-2cm)      35.6    (feet)  VERTCON   
 BL0302  ___________________________________________________________________
 BL0302  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0302
 BL0302  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0302
 BL0302.The horizontal coordinates were scaled from a topographic map and have
 BL0302.an estimated accuracy of +/- 6 seconds.
 BL0302
 BL0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0302.The vertical order pertains to the NGVD 29 superseded value.
 BL0302
 BL0302.The geoid height was determined by GEOID03.
 BL0302
 BL0302;                    North         East    Units  Estimated Accuracy
 BL0302;SPC TXSC     - 4,265,590.    1,065,050.      MT  (+/- 180 meters Scaled)
 BL0302
 BL0302                          SUPERSEDED SURVEY CONTROL
 BL0302
 BL0302  NGVD 29 (??/??/92)   10.851  (m)           35.60   (f) ADJ UNCH    1 2
 BL0302
 BL0302.Superseded values are not recommended for survey control.
 BL0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0302.See file dsdata.txt to determine how the superseded data were derived.
 BL0302
 BL0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP871352(NAD 83)
 BL0302_MARKER: DB = BENCH MARK DISK
 BL0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0302_STAMPING: E 305 1934
 BL0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0302+STABILITY: SURFACE MOTION
 BL0302
 BL0302  HISTORY     - Date     Condition        Report By
 BL0302  HISTORY     - 1934     MONUMENTED       CGS
 BL0302  HISTORY     - 1954     GOOD             NGS
 BL0302  HISTORY     - 1960     MARK NOT FOUND   NGS
 BL0302  HISTORY     - 19910817 MARK NOT FOUND   USPSQD
 BL0302  HISTORY     - 19940724 MARK NOT FOUND   USPSQD
 BL0302  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0302  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0302  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 BL0302
 BL0302                          STATION DESCRIPTION
 BL0302
 BL0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0302'6.3 MI NW FROM BEAUMONT.
 BL0302'0.45 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0302'STATION AT BEAUMONT, THENCE 5.85 MILES NORTHWEST ALONG THE TEXAS AND
 BL0302'NEW ORLEANS RAILROAD, AT A ROAD CROSSING, 33 FEET EAST OF THE EAST
 BL0302'CORNER OF A PUMPING STATION, AT GILSBURG SIDING, 35.5 FEET SOUTHWEST
 BL0302'OF THE SOUTHWEST RAIL, 20 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD,
 BL0302'2.9 FEET SOUTHEAST OF A POWER POLE, 1.3 FEET SOUTHWEST OF A WITNESS
 BL0302'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 BL0302'THE GROUND.
 BL0302
 BL0302                          STATION RECOVERY (1960)
 BL0302
 BL0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BL0302'MARK NOT FOUND.
 BL0302
 BL0302                          STATION RECOVERY (1991)
 BL0302
 BL0302'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0302'MARK NOT FOUND.
 BL0302
 BL0302                          STATION RECOVERY (1994)
 BL0302
 BL0302'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0302'MARK NOT FOUND.
 BL0302
 BL0302                          STATION RECOVERY (2001)
 BL0302
 BL0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0302'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0302
 BL0302                          STATION RECOVERY (2001)
 BL0302
 BL0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0302'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0302
 BL0302                          STATION RECOVERY (2003)
 BL0302
 BL0302'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2026 ***********************************************************************
 AW2026  DESIGNATION -  E 306
 AW2026  PID         -  AW2026
 AW2026  STATE/COUNTY-  TX/BRAZORIA
 AW2026  USGS QUAD   -  JULIFF (1974)
 AW2026
 AW2026                         *CURRENT SURVEY CONTROL
 AW2026  ___________________________________________________________________
 AW2026* NAD 83(1986)-  29 28 28.     (N)    095 23 17.     (W)     SCALED    
 AW2026* NAVD 88     -        15.849  (meters)      52.00   (feet)  ADJUSTED  
 AW2026  ___________________________________________________________________
 AW2026  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW2026  DYNAMIC HT  -          15.827 (meters)      51.93  (feet)  COMP
 AW2026  MODELED GRAV-     979,265.9   (mgal)                       NAVD 88
 AW2026
 AW2026  VERT ORDER  -  FIRST     CLASS II
 AW2026
 AW2026.The horizontal coordinates were scaled from a topographic map and have
 AW2026.an estimated accuracy of +/- 6 seconds.
 AW2026
 AW2026.The orthometric height was determined by differential leveling
 AW2026.and adjusted by the National Geodetic Survey in June 1991..
 AW2026
 AW2026.The geoid height was determined by GEOID03.
 AW2026
 AW2026.The dynamic height is computed by dividing the NAVD 88
 AW2026.geopotential number by the normal gravity value computed on the
 AW2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2026.degrees latitude (g = 980.6199 gals.).
 AW2026
 AW2026.The modeled gravity was interpolated from observed gravity values.
 AW2026
 AW2026;                    North         East    Units  Estimated Accuracy
 AW2026;SPC TXSC     - 4,187,290.      950,220.      MT  (+/- 180 meters Scaled)
 AW2026
 AW2026                          SUPERSEDED SURVEY CONTROL
 AW2026
 AW2026  NGVD 29 (12/23/87)   15.845  (m)           51.98   (f) ADJUSTED    1 2
 AW2026
 AW2026.Superseded values are not recommended for survey control.
 AW2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2026.See file dsdata.txt to determine how the superseded data were derived.
 AW2026
 AW2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN684629(NAD 83)
 AW2026_MARKER: DB = BENCH MARK DISK
 AW2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2026_SP_SET: CONCRETE POST
 AW2026_STAMPING: E 306 1935
 AW2026_MARK LOGO: CGS   
 AW2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2026+STABILITY: SURFACE MOTION
 AW2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2026+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AW2026
 AW2026  HISTORY     - Date     Condition        Report By
 AW2026  HISTORY     - 1935     MONUMENTED       CGS
 AW2026  HISTORY     - 1943     GOOD             NGS
 AW2026  HISTORY     - 1978     GOOD             NGS
 AW2026  HISTORY     - 1987     GOOD             NGS
 AW2026  HISTORY     - 20020606 GOOD             LOCSUR
 AW2026  HISTORY     - 20050112 GOOD             LJA
 AW2026
 AW2026                          STATION DESCRIPTION
 AW2026
 AW2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW2026'2.0 MI W FROM MANVEL.
 AW2026'2.0 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW2026'STATION AT MANVEL, BRAZORIA COUNTY, 0.2 MILE WEST OF A SHELL-ROAD
 AW2026'CROSSING, 5-1/2 FEET NORTHWEST OF MILE POLE 38, 39 FEET SOUTH OF THE
 AW2026'SOUTH RAIL, 33 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 6.7 FEET
 AW2026'NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS
 AW2026'POST AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 AW2026'GROUND.
 AW2026
 AW2026                          STATION RECOVERY (1943)
 AW2026
 AW2026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW2026'RECOVERED IN GOOD CONDITION.
 AW2026
 AW2026                          STATION RECOVERY (1978)
 AW2026
 AW2026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2026'RECOVERED IN GOOD CONDITION.
 AW2026
 AW2026                          STATION RECOVERY (1987)
 AW2026
 AW2026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2026'RECOVERED IN GOOD CONDITION, DELETE WHITE WITNESS POST AND ADD 9.8
 AW2026'METERS (32.2 FT) NORTH OF THE CENTER OF A TRACK ROAD, 1.9 METERS (6.2
 AW2026'FT) NORTHWEST OF A UTILITY POLE.
 AW2026'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AW2026
 AW2026                          STATION RECOVERY (2002)
 AW2026
 AW2026'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (JMD)
 AW2026'TRACK ROAD HAS BEEN CLOSED
 AW2026
 AW2026                          STATION RECOVERY (2005)
 AW2026
 AW2026'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW2026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0306 ***********************************************************************
 AX0306  DESIGNATION -  E 307
 AX0306  PID         -  AX0306
 AX0306  STATE/COUNTY-  TX/WHARTON
 AX0306  USGS QUAD   -  WHARTON (1980)
 AX0306
 AX0306                         *CURRENT SURVEY CONTROL
 AX0306  ___________________________________________________________________
 AX0306* NAD 83(1986)-  29 21 48.     (N)    096 05 28.     (W)     SCALED    
 AX0306* NAVD 88     -        30.200  (meters)      99.08   (feet)  ADJUSTED  
 AX0306  ___________________________________________________________________
 AX0306  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0306  DYNAMIC HT  -          30.158 (meters)      98.94  (feet)  COMP
 AX0306  MODELED GRAV-     979,245.7   (mgal)                       NAVD 88
 AX0306
 AX0306  VERT ORDER  -  FIRST     CLASS I
 AX0306
 AX0306.The horizontal coordinates were scaled from a topographic map and have
 AX0306.an estimated accuracy of +/- 6 seconds.
 AX0306
 AX0306.The orthometric height was determined by differential leveling
 AX0306.and adjusted by the National Geodetic Survey in June 1991..
 AX0306
 AX0306.The geoid height was determined by GEOID03.
 AX0306
 AX0306.The dynamic height is computed by dividing the NAVD 88
 AX0306.geopotential number by the normal gravity value computed on the
 AX0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0306.degrees latitude (g = 980.6199 gals.).
 AX0306
 AX0306.The modeled gravity was interpolated from observed gravity values.
 AX0306
 AX0306;                    North         East    Units  Estimated Accuracy
 AX0306;SPC TXSC     - 4,173,080.      882,370.      MT  (+/- 180 meters Scaled)
 AX0306
 AX0306                          SUPERSEDED SURVEY CONTROL
 AX0306
 AX0306  NGVD 29 (12/23/87)   30.201  (m)           99.08   (f) ADJUSTED    1 1
 AX0306
 AX0306.Superseded values are not recommended for survey control.
 AX0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0306.See file dsdata.txt to determine how the superseded data were derived.
 AX0306
 AX0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT823517(NAD 83)
 AX0306_MARKER: DB = BENCH MARK DISK
 AX0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0306_SP_SET: CONCRETE POST
 AX0306_STAMPING: E 307 1935
 AX0306_MARK LOGO: CGS   
 AX0306_PROJECTION: FLUSH
 AX0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0306+STABILITY: SURFACE MOTION
 AX0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX0306+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 AX0306
 AX0306  HISTORY     - Date     Condition        Report By
 AX0306  HISTORY     - 1935     MONUMENTED       CGS
 AX0306  HISTORY     - 1943     GOOD             CGS
 AX0306  HISTORY     - 1987     GOOD             NGS
 AX0306  HISTORY     - 1990     GOOD             USPSQD
 AX0306  HISTORY     - 20060415 GOOD             GEOCAC
 AX0306
 AX0306                          STATION DESCRIPTION
 AX0306
 AX0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0306'2.7 MI S FROM HUNGERFORD.
 AX0306'2.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0306'STATION AT HUNGERFORD, WHARTON COUNTY, 7.6 FEET NORTH OF MILEPOST 22,
 AX0306'37 FEET EAST OF THE EAST RAIL, 59 FEET WEST OF THE CENTER LINE OF U.S.
 AX0306'HIGHWAY 59, 9 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 1.8 FEET SOUTH
 AX0306'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 307 1935
 AX0306'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 AX0306'GROUND.
 AX0306
 AX0306                          STATION RECOVERY (1943)
 AX0306
 AX0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0306'2.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0306'STATION AT HUNGERFORD, SET AT MILEPOST NO. 22, 59 FEET WEST OF THE
 AX0306'CENTERLINE OF U.S. HIGHWAY NO. 59, 37 FEET EAST RAIL OF THE TRACK,
 AX0306'7.6 FEET NORTH OF THE MILEPOST, 1.8 FEET SOUTH OF THE REFERENCE POST.
 AX0306'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.2 FOOT
 AX0306'ABOVE THE GROUND.
 AX0306
 AX0306                          STATION RECOVERY (1987)
 AX0306
 AX0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0306'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.22 KM (2.62
 AX0306'MI) SOUTH ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF STATE HIGHWAY 60
 AX0306'IN HUNGERFORD, 0.42 KM (0.26 MI) SOUTH OF A US HIGHWAY 59 OVERPASS,
 AX0306'ALSO 6.14 KM (3.82 MI) NORTH OF WHARTON, 18.1 METERS (59.5 FT) WEST OF
 AX0306'THE CENTERLINE OF THE SOUTHBOUND LANES OF LOOP 183, 11.2 METERS
 AX0306'(37.0 FT) EAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC COMPANY
 AX0306'RAILROAD, 2.3 METERS (7.5 FT) NORTH OF RAILROAD MILEPOST 22.
 AX0306'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AX0306'THE MARK IS 0.3 M BELOW LOOP 183.
 AX0306
 AX0306                          STATION RECOVERY (1990)
 AX0306
 AX0306'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX0306'RECOVERED IN GOOD CONDITION.
 AX0306
 AX0306                          STATION RECOVERY (2006)
 AX0306
 AX0306'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AX0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1922 ***********************************************************************
 BK1922  DESIGNATION -  E 308
 BK1922  PID         -  BK1922
 BK1922  STATE/COUNTY-  TX/JASPER
 BK1922  USGS QUAD   -  KIRBYVILLE (1984)
 BK1922
 BK1922                         *CURRENT SURVEY CONTROL
 BK1922  ___________________________________________________________________
 BK1922* NAD 83(1986)-  30 40 21.     (N)    093 52 58.     (W)     SCALED    
 BK1922* NAVD 88     -        30.70   (+/-2cm)     100.7    (feet)  VERTCON   
 BK1922  ___________________________________________________________________
 BK1922  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BK1922
 BK1922  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1922
 BK1922.The horizontal coordinates were scaled from a topographic map and have
 BK1922.an estimated accuracy of +/- 6 seconds.
 BK1922
 BK1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1922.The vertical order pertains to the NGVD 29 superseded value.
 BK1922
 BK1922.The geoid height was determined by GEOID03.
 BK1922
 BK1922;                    North         East    Units  Estimated Accuracy
 BK1922;SPC TX C     - 3,129,420.    1,317,740.      MT  (+/- 180 meters Scaled)
 BK1922
 BK1922                          SUPERSEDED SURVEY CONTROL
 BK1922
 BK1922  NGVD 29 (??/??/??)   30.689  (m)          100.69   (f) ADJUSTED    2 0
 BK1922
 BK1922.Superseded values are not recommended for survey control.
 BK1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1922.See file dsdata.txt to determine how the superseded data were derived.
 BK1922
 BK1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP154936(NAD 83)
 BK1922_MARKER: DB = BENCH MARK DISK
 BK1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1922_STAMPING: E 308 1935
 BK1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1922+STABILITY: SURFACE MOTION
 BK1922
 BK1922  HISTORY     - Date     Condition        Report By
 BK1922  HISTORY     - 1935     MONUMENTED       CGS
 BK1922  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1922  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1922
 BK1922                          STATION DESCRIPTION
 BK1922
 BK1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BK1922'1.1 MI NE FROM KIRBYVILLE.
 BK1922'1.1 MILES NE OF AND ALONG THE G C AND S F RR 100 FEET S OF CENTER OF
 BK1922'TRACK.  10 FEET E OF FENCE CORNER AT ROAD CROSSING.  OPPOSITE MILEPOST
 BK1922'1.
 BK1922
 BK1922                          STATION RECOVERY (1978)
 BK1922
 BK1922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1922'MARK NOT FOUND.
 BK1922
 BK1922                          STATION RECOVERY (1979)
 BK1922
 BK1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0140 ***********************************************************************
 AZ0140  DESIGNATION -  E 31
 AZ0140  PID         -  AZ0140
 AZ0140  STATE/COUNTY-  TX/VAL VERDE
 AZ0140  USGS QUAD   -  DEL RIO NE (1972)
 AZ0140
 AZ0140                         *CURRENT SURVEY CONTROL
 AZ0140  ___________________________________________________________________
 AZ0140* NAD 83(1993)-  29 22 41.90893(N)    100 46 04.51722(W)     ADJUSTED  
 AZ0140* NAVD 88     -       330.963  (meters)    1085.83   (feet)  ADJUSTED  
 AZ0140  ___________________________________________________________________
 AZ0140  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AZ0140  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0140  DYNAMIC HT  -         330.478 (meters)    1084.24  (feet)  COMP
 AZ0140  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 AZ0140
 AZ0140  HORZ ORDER  -  SECOND
 AZ0140  VERT ORDER  -  FIRST     CLASS II
 AZ0140
 AZ0140.The horizontal coordinates were established by classical geodetic methods
 AZ0140.and adjusted by the National Geodetic Survey in February 1996..
 AZ0140
 AZ0140.The orthometric height was determined by differential leveling
 AZ0140.and adjusted by the National Geodetic Survey in June 1991..
 AZ0140
 AZ0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0140
 AZ0140.The geoid height was determined by GEOID03.
 AZ0140
 AZ0140.The dynamic height is computed by dividing the NAVD 88
 AZ0140.geopotential number by the normal gravity value computed on the
 AZ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0140.degrees latitude (g = 980.6199 gals.).
 AZ0140
 AZ0140.The modeled gravity was interpolated from observed gravity values.
 AZ0140
 AZ0140;                    North         East     Units Scale Factor Converg.
 AZ0140;SPC TXSC     - 4,172,521.038   428,396.617   MT  0.99986353   -0 51 58.1
 AZ0140;SPC TXSC     -13,689,346.11  1,405,497.90   sFT  0.99986353   -0 51 58.1
 AZ0140;UTM  14      - 3,251,198.960   328,421.085   MT  0.99996327   -0 52 03.0
 AZ0140
 AZ0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0140!SPC TXSC     -   0.99995159  x   0.99986353  =   0.99981513
 AZ0140!UTM  14      -   0.99995159  x   0.99996327  =   0.99991486
 AZ0140
 AZ0140                          SUPERSEDED SURVEY CONTROL
 AZ0140
 AZ0140  NAD 83(1986)-  29 22 41.90010(N)    100 46 04.49726(W) AD(       ) 2
 AZ0140  NAD 27      -  29 22 41.06000(N)    100 46 03.17000(W) AD(       ) 2
 AZ0140  NGVD 29 (??/??/92)  330.896  (m)         1085.61   (f) ADJ UNCH    1 2
 AZ0140
 AZ0140.Superseded values are not recommended for survey control.
 AZ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0140.See file dsdata.txt to determine how the superseded data were derived.
 AZ0140
 AZ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT2842151199(NAD 83)
 AZ0140_MARKER: DB = BENCH MARK DISK
 AZ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0140_STAMPING: E 31 1917 ELEV. 1085.638 FT
 AZ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0140+STABILITY: SURFACE MOTION
 AZ0140
 AZ0140  HISTORY     - Date     Condition        Report By
 AZ0140  HISTORY     - 1918     MONUMENTED       CGS
 AZ0140  HISTORY     - 1965     GOOD             NGS
 AZ0140  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0140
 AZ0140                          STATION DESCRIPTION
 AZ0140
 AZ0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AZ0140'STATION IS ABOUT 2.1 MILES E OF JOHNSTONE, ON SOUTHERN PACIFIC
 AZ0140'RAILROAD, AT MILEPOST 370, AND ABOUT 50 FEET S OF TRACK.
 AZ0140'
 AZ0140'STATION MARK, A STANDARD DISK BENCH MARK, STAMPED E 31 1917
 AZ0140'1085.54, SET IN TOP OF CONCRETE POST, IS 220.35 METERS (722.9
 AZ0140'FEET) N 68 DEG 08 MIN E FROM STATION JOHNSTONE.
 AZ0140
 AZ0140                          STATION RECOVERY (1965)
 AZ0140
 AZ0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AZ0140'8.6 MI E FROM DEL RIO.
 AZ0140'8.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0140'STATION AT DEL RIO, 0.2 MILE EAST OF THE STATION SIGN AT JOHNSTONE, 2
 AZ0140'FEET NORTHWEST OF MILEPOST 370, 38 FEET SOUTH OF THE SOUTH RAIL OF THE
 AZ0140'MAIN TRACK, 9 FEET NORTH OF FENCE LINE, 1 FOOT SOUTH OF A WHITE WOODEN
 AZ0140'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A
 AZ0140'CONCRETE POST WHICH PROJECTS 1 FOOT.
 AZ0140
 AZ0140                          STATION RECOVERY (1982)
 AZ0140
 AZ0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0140'SEARCHED FOR, NOT RECOVERED THIS DATE, INSUFFICIENT DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1391 ***********************************************************************
 AW1391  DESIGNATION -  E 310
 AW1391  PID         -  AW1391
 AW1391  STATE/COUNTY-  TX/GALVESTON
 AW1391  USGS QUAD   -  HIGH ISLAND (1994)
 AW1391
 AW1391                         *CURRENT SURVEY CONTROL
 AW1391  ___________________________________________________________________
 AW1391* NAD 83(1986)-  29 34 13.     (N)    094 23 56.     (W)     SCALED    
 AW1391* NAVD 88     -         1.36   (+/-2cm)       4.5    (feet)  VERTCON   
 AW1391  ___________________________________________________________________
 AW1391  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW1391
 AW1391  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1391
 AW1391.The horizontal coordinates were scaled from a topographic map and have
 AW1391.an estimated accuracy of +/- 6 seconds.
 AW1391
 AW1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1391.The vertical order pertains to the NGVD 29 superseded value.
 AW1391
 AW1391.The geoid height was determined by GEOID03.
 AW1391
 AW1391;                    North         East    Units  Estimated Accuracy
 AW1391;SPC TXSC     - 4,201,270.    1,045,670.      MT  (+/- 180 meters Scaled)
 AW1391
 AW1391                          SUPERSEDED SURVEY CONTROL
 AW1391
 AW1391  NGVD 29 (??/??/92)    1.364  (m)            4.48   (f) ADJ UNCH    1 2
 AW1391
 AW1391.Superseded values are not recommended for survey control.
 AW1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1391.See file dsdata.txt to determine how the superseded data were derived.
 AW1391
 AW1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN644719(NAD 83)
 AW1391_MARKER: DB = BENCH MARK DISK
 AW1391_SETTING: 0 = UNSPECIFIED SETTING
 AW1391_STAMPING: E 310 1935 4.544
 AW1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1391+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AW1391
 AW1391  HISTORY     - Date     Condition        Report By
 AW1391  HISTORY     - 1935     MONUMENTED       CGS
 AW1391  HISTORY     - 1958     GOOD             NGS
 AW1391  HISTORY     - 1971     GOOD             NGS
 AW1391  HISTORY     - 1978     GOOD             NGS
 AW1391  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1391  HISTORY     - 19991029 GOOD             USPSQD
 AW1391  HISTORY     - 20020724 GOOD             USPSQD
 AW1391  HISTORY     - 20031104 GOOD             USPSQD
 AW1391  HISTORY     - 20050310 GOOD             USPSQD
 AW1391
 AW1391                          STATION DESCRIPTION
 AW1391
 AW1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1391'0.65 MI NW FROM HIGH ISLAND.
 AW1391'ABOUT 0.65 MILE NORTHWEST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW1391'AT HIGH ISLAND, 91 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW1391'HIGHWAY.  23 FEET EAST OF THE SOUTHEAST CORNER OF A HIGH ISLAND CRAFT
 AW1391'BLDG, 10 FEET WEST OF THE CENTER LINE OF A SHELL ROAD, 2 FEET NORTH OF
 AW1391'A POWER POLE, 2 INCHES BELOW THE SURFACE.
 AW1391
 AW1391                          STATION RECOVERY (1971)
 AW1391
 AW1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1391'RECOVERED IN GOOD CONDITION.
 AW1391
 AW1391                          STATION RECOVERY (1978)
 AW1391
 AW1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1391'18 FEET EAST OF THE SOUTHEAST CORNER OF THE HIGH ISLAND CRAFT SHOP,
 AW1391'4 FEET NORTHEAST OF BRACE POLE NUMBER 34 09.
 AW1391'DELETE=RAILROAD STATION AND TRACK ARE NO LONGER THERE.
 AW1391
 AW1391                          STATION RECOVERY (1990)
 AW1391
 AW1391'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW1391'MARK NOT FOUND.
 AW1391
 AW1391                          STATION RECOVERY (1999)
 AW1391
 AW1391'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1391'RECOVERED IN GOOD CONDITION.
 AW1391
 AW1391                          STATION RECOVERY (2002)
 AW1391
 AW1391'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1391'RECOVERED IN GOOD CONDITION.
 AW1391
 AW1391                          STATION RECOVERY (2003)
 AW1391
 AW1391'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1391'RECOVERED IN GOOD CONDITION.
 AW1391
 AW1391                          STATION RECOVERY (2005)
 AW1391
 AW1391'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0250 ***********************************************************************
 BM0250  DESIGNATION -  E 311
 BM0250  PID         -  BM0250
 BM0250  STATE/COUNTY-  TX/LEE
 BM0250  USGS QUAD   -  GIDDINGS (1988)
 BM0250
 BM0250                         *CURRENT SURVEY CONTROL
 BM0250  ___________________________________________________________________
 BM0250* NAD 83(1986)-  30 09 23.     (N)    096 57 07.     (W)     SCALED    
 BM0250* NAVD 88     -       132.15   (+/-2cm)     433.6    (feet)  VERTCON   
 BM0250  ___________________________________________________________________
 BM0250  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BM0250
 BM0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0250
 BM0250.The horizontal coordinates were scaled from a topographic map and have
 BM0250.an estimated accuracy of +/- 6 seconds.
 BM0250
 BM0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0250.The vertical order pertains to the NGVD 29 superseded value.
 BM0250
 BM0250.The geoid height was determined by GEOID03.
 BM0250
 BM0250;                    North         East    Units  Estimated Accuracy
 BM0250;SPC TX C     - 3,059,240.    1,025,690.      MT  (+/- 180 meters Scaled)
 BM0250
 BM0250                          SUPERSEDED SURVEY CONTROL
 BM0250
 BM0250  NGVD 29 (??/??/92)  132.088  (m)          433.36   (f) ADJ UNCH    2 0
 BM0250
 BM0250.Superseded values are not recommended for survey control.
 BM0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0250.See file dsdata.txt to determine how the superseded data were derived.
 BM0250
 BM0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU972378(NAD 83)
 BM0250_MARKER: DB = BENCH MARK DISK
 BM0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0250_STAMPING: E 311 1935
 BM0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0250+STABILITY: SURFACE MOTION
 BM0250
 BM0250  HISTORY     - Date     Condition        Report By
 BM0250  HISTORY     - 1935     MONUMENTED       CGS
 BM0250  HISTORY     - 1938     GOOD             NGS
 BM0250
 BM0250                          STATION DESCRIPTION
 BM0250
 BM0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0250'2.0 MI S FROM GIDDINGS.
 BM0250'2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0250'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT GIDDINGS, 16 FEET
 BM0250'SOUTHEAST OF MILEPOST 65, 225 YARDS SOUTH OF A CURVE IN A DIRT ROAD,
 BM0250'47 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 24 FEET WEST OF THE
 BM0250'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 311 1935 AND SET
 BM0250'IN THE TOP OF A CONCRETE POST.
 BM0250
 BM0250                          STATION RECOVERY (1938)
 BM0250
 BM0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 BM0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1456 ***********************************************************************
 BL1456  DESIGNATION -  E 312
 BL1456  PID         -  BL1456
 BL1456  STATE/COUNTY-  TX/GRIMES
 BL1456  USGS QUAD   -  PLANTERSVILLE (1962)
 BL1456
 BL1456                         *CURRENT SURVEY CONTROL
 BL1456  ___________________________________________________________________
 BL1456* NAD 83(1986)-  30 20 23.     (N)    095 50 15.     (W)     SCALED    
 BL1456* NAVD 88     -        80.62   (+/-2cm)     264.5    (feet)  VERTCON   
 BL1456  ___________________________________________________________________
 BL1456  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL1456
 BL1456  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1456
 BL1456.The horizontal coordinates were scaled from a topographic map and have
 BL1456.an estimated accuracy of +/- 6 seconds.
 BL1456
 BL1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1456.The vertical order pertains to the NGVD 29 superseded value.
 BL1456
 BL1456.The geoid height was determined by GEOID03.
 BL1456
 BL1456;                    North         East    Units  Estimated Accuracy
 BL1456;SPC TX C     - 3,083,350.    1,132,160.      MT  (+/- 180 meters Scaled)
 BL1456
 BL1456                          SUPERSEDED SURVEY CONTROL
 BL1456
 BL1456  NGVD 29 (??/??/92)   80.605  (m)          264.45   (f) ADJ UNCH    2 0
 BL1456
 BL1456.Superseded values are not recommended for survey control.
 BL1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1456.See file dsdata.txt to determine how the superseded data were derived.
 BL1456
 BL1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP272598(NAD 83)
 BL1456_MARKER: DB = BENCH MARK DISK
 BL1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1456_STAMPING: E 312 1935
 BL1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1456+STABILITY: SURFACE MOTION
 BL1456
 BL1456  HISTORY     - Date     Condition        Report By
 BL1456  HISTORY     - 1935     MONUMENTED       CGS
 BL1456  HISTORY     - 1954     GOOD             NGS
 BL1456  HISTORY     - 1961     MARK NOT FOUND   USGS
 BL1456  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1456
 BL1456                          STATION DESCRIPTION
 BL1456
 BL1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1456'1.8 MI NE FROM PLANTERSVILLE.
 BL1456'1.8 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BL1456'FROM THE STATION AT PLANTERSVILLE, 7.2 FEET SOUTH OF A FENCE, 41.7
 BL1456'FEET NORTH OF THE NORTH RAIL, 22.3 FEET WEST OF A TELEPHONE POLE, 0.2
 BL1456'MILE EAST OF MILEPOST 45, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1456'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL1456
 BL1456                          STATION RECOVERY (1961)
 BL1456
 BL1456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BL1456'MARK NOT FOUND.
 BL1456
 BL1456                          STATION RECOVERY (1994)
 BL1456
 BL1456'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1444 ***********************************************************************
 BL1444  DESIGNATION -  E 313
 BL1444  PID         -  BL1444
 BL1444  STATE/COUNTY-  TX/GRIMES
 BL1444  USGS QUAD   -  STONEHAM (1961)
 BL1444
 BL1444                         *CURRENT SURVEY CONTROL
 BL1444  ___________________________________________________________________
 BL1444* NAD 83(1986)-  30 20 14.     (N)    095 53 28.     (W)     SCALED    
 BL1444* NAVD 88     -       104.21   (+/-2cm)     341.9    (feet)  VERTCON   
 BL1444  ___________________________________________________________________
 BL1444  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL1444
 BL1444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1444
 BL1444.The horizontal coordinates were scaled from a topographic map and have
 BL1444.an estimated accuracy of +/- 6 seconds.
 BL1444
 BL1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1444.The vertical order pertains to the NGVD 29 superseded value.
 BL1444
 BL1444.The geoid height was determined by GEOID03.
 BL1444
 BL1444;                    North         East    Units  Estimated Accuracy
 BL1444;SPC TX C     - 3,082,860.    1,127,020.      MT  (+/- 180 meters Scaled)
 BL1444
 BL1444                          SUPERSEDED SURVEY CONTROL
 BL1444
 BL1444  NGVD 29 (??/??/92)  104.189  (m)          341.83   (f) ADJ UNCH    2 0
 BL1444
 BL1444.Superseded values are not recommended for survey control.
 BL1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1444.See file dsdata.txt to determine how the superseded data were derived.
 BL1444
 BL1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP220596(NAD 83)
 BL1444_MARKER: DB = BENCH MARK DISK
 BL1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1444_STAMPING: E 313 1935
 BL1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1444+STABILITY: SURFACE MOTION
 BL1444
 BL1444  HISTORY     - Date     Condition        Report By
 BL1444  HISTORY     - 1935     MONUMENTED       CGS
 BL1444  HISTORY     - 1939     POOR             NGS
 BL1444  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1444
 BL1444                          STATION DESCRIPTION
 BL1444
 BL1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BL1444'1.5 MI SE FROM STONEHAM.
 BL1444'1.5 MILES SOUTHEAST ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 BL1444'FROM THE STATION AT STONEHAM, GRIMES COUNTY, AT A ROAD CROSSING, AND
 BL1444'11 YARDS SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 BL1444'STAMPED E 313 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 BL1444'INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE MISSOURI PACIFIC. IT
 BL1444'WAS REPORTED IN 1939 THAT THIS MARK HAS BEEN DISTURBED AND IS TILTED
 BL1444'SLIGHTLY.  USE WITH CAUTION.
 BL1444
 BL1444                          STATION RECOVERY (1999)
 BL1444
 BL1444'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0056 ***********************************************************************
 BM0056  DESIGNATION -  E 314
 BM0056  PID         -  BM0056
 BM0056  STATE/COUNTY-  TX/ROBERTSON
 BM0056  USGS QUAD   -  BRYAN WEST (1980)
 BM0056
 BM0056                         *CURRENT SURVEY CONTROL
 BM0056  ___________________________________________________________________
 BM0056* NAD 83(1986)-  30 44 46.     (N)    096 28 23.     (W)     SCALED    
 BM0056* NAVD 88     -        98.72   (+/-2cm)     323.9    (feet)  VERTCON   
 BM0056  ___________________________________________________________________
 BM0056  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BM0056
 BM0056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0056
 BM0056.The horizontal coordinates were scaled from a topographic map and have
 BM0056.an estimated accuracy of +/- 6 seconds.
 BM0056
 BM0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0056.The vertical order pertains to the NGVD 29 superseded value.
 BM0056
 BM0056.The geoid height was determined by GEOID03.
 BM0056
 BM0056;                    North         East    Units  Estimated Accuracy
 BM0056;SPC TX C     - 3,126,070.    1,069,530.      MT  (+/- 180 meters Scaled)
 BM0056
 BM0056                          SUPERSEDED SURVEY CONTROL
 BM0056
 BM0056  NGVD 29 (??/??/92)   98.690  (m)          323.79   (f) ADJ UNCH    2 0
 BM0056
 BM0056.Superseded values are not recommended for survey control.
 BM0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0056.See file dsdata.txt to determine how the superseded data were derived.
 BM0056
 BM0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV419041(NAD 83)
 BM0056_MARKER: DB = BENCH MARK DISK
 BM0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0056_STAMPING: E 314 1935
 BM0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0056+STABILITY: SURFACE MOTION
 BM0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0056+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 BM0056
 BM0056  HISTORY     - Date     Condition        Report By
 BM0056  HISTORY     - 1935     MONUMENTED       CGS
 BM0056  HISTORY     - 1961     GOOD             NGS
 BM0056  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0056  HISTORY     - 20040328 GOOD             GEOCAC
 BM0056  HISTORY     - 20060420 GOOD             JAC
 BM0056
 BM0056                          STATION DESCRIPTION
 BM0056
 BM0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BM0056'8.4 MI N FROM BRYAN.
 BM0056'8.4 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 BM0056'AT BRYAN, BRAZOS COUNTY, 0.7 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 BM0056'190 AND THE OLD SAN ANTONIO ROAD, ALONG THE OLD SAN ANTONIO ROAD, 0.3
 BM0056'MI. NORTHWEST ALONG A GRAVEL ROAD, 42 FEET SOUTHWEST OF THE CENTERLINE
 BM0056'OF THE RAILROAD, 29 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 9.8
 BM0056'FEET NORTHWEST OF A TELEPHONE POLE ON WHICH THERE IS A MILEPOST 108
 BM0056'SIGN.  A STANDARD DISK STAMPED E 314 1935 AND SET IN THE TOP OF A
 BM0056'CONCRETE POST PROJECTING 2 INCHES.
 BM0056
 BM0056                          STATION RECOVERY (1994)
 BM0056
 BM0056'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0056'MARK NOT FOUND.
 BM0056
 BM0056                          STATION RECOVERY (2004)
 BM0056
 BM0056'RECOVERY NOTE BY GEOCACHING 2004 (DMW)
 BM0056'OSR (THE OLD SAN ANTONIO ROAD) HAS BEEN REALIGNED. PROCEED 0.6 MILE
 BM0056'SOUTHWEST FROM THE INTERSECTION OF STATE HWY 6 (U.S. HWY 190) AND
 BM0056'STATE HWY OSR ALONG OSR, THEN 0.8 MILE NORTH ALONG UNPAVED OLD HEARNE
 BM0056'ROAD TO THE MARK ON THE RIGHT.
 BM0056'THE MARK IS ABOUT 234 FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD
 BM0056'WHICH CROSSES THE RAILROAD, 27 FEET NORTHEAST OF OLD HEARNE ROAD, AND
 BM0056'9.8 FEET NORTHWEST OF AN OLD UNUSED TELEPHONE POLE ON WHICH THERE IS A
 BM0056'MILEPOST 108 SIGN. THE MARK IS FLUSH WITH THE GROUND. NOTE A NEW
 BM0056'MILEPOST 108 SIGN HAS ALSO BEEN ERECTED DIRECTLY ACROSS THE TRACKS
 BM0056'(NORTHEAST) FROM THE OLD TELEPHONE POLE.
 BM0056
 BM0056                          STATION RECOVERY (2006)
 BM0056
 BM0056'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 BM0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1869 ***********************************************************************
 AX1869  DESIGNATION -  E 315
 AX1869  PID         -  AX1869
 AX1869  STATE/COUNTY-  TX/WILSON
 AX1869  USGS QUAD   -  STOCKDALE (1987)
 AX1869
 AX1869                         *CURRENT SURVEY CONTROL
 AX1869  ___________________________________________________________________
 AX1869* NAD 83(1986)-  29 14 36.     (N)    097 57 50.     (W)     SCALED    
 AX1869* NAVD 88     -       140.56   (+/-2cm)     461.2    (feet)  VERTCON   
 AX1869  ___________________________________________________________________
 AX1869  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AX1869
 AX1869  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1869
 AX1869.The horizontal coordinates were scaled from a topographic map and have
 AX1869.an estimated accuracy of +/- 6 seconds.
 AX1869
 AX1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1869.The vertical order pertains to the NGVD 29 superseded value.
 AX1869
 AX1869.The geoid height was determined by GEOID03.
 AX1869
 AX1869;                    North         East    Units  Estimated Accuracy
 AX1869;SPC TXSC     - 4,156,710.      700,710.      MT  (+/- 180 meters Scaled)
 AX1869
 AX1869                          SUPERSEDED SURVEY CONTROL
 AX1869
 AX1869  NGVD 29 (??/??/92)  140.501  (m)          460.96   (f) ADJ UNCH    2 0
 AX1869
 AX1869.Superseded values are not recommended for survey control.
 AX1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1869.See file dsdata.txt to determine how the superseded data were derived.
 AX1869
 AX1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT006353(NAD 83)
 AX1869_MARKER: DB = BENCH MARK DISK
 AX1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1869_STAMPING: E 315 1935
 AX1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1869+STABILITY: SURFACE MOTION
 AX1869
 AX1869  HISTORY     - Date     Condition        Report By
 AX1869  HISTORY     - 1935     MONUMENTED       CGS
 AX1869  HISTORY     - 1957     GOOD             NGS
 AX1869  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1869
 AX1869                          STATION DESCRIPTION
 AX1869
 AX1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AX1869'0.5 MI N FROM STOCKDALE.
 AX1869'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 123 FROM THE INTERSECTION OF
 AX1869'U.S. HIGHWAY 87 AT STOCKDALE, WILSON COUNTY, 47.8 FEET NORTHEAST OF
 AX1869'THE CENTER LINE OF THE HIGHWAY, 31 FEET EAST OF A 2-FOOT OAK TREE, 19
 AX1869'FEET WEST OF A 1-1/2-FOOT OAK TREE, 2 FEET NORTHWEST OF A WHITE WOODEN
 AX1869'WITNESS POST, AND ABOUT 1.5 FEET LOWER THAN THE HIGHWAY.  A STATE
 AX1869'SURVEY STANDARD DISK, STAMPED E 315 1935 AND SET IN THE TOP OF A
 AX1869'CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.  NOTE-- IT WAS
 AX1869'REPORTED IN 1943 THAT THIS DISK HAS BEEN HAMMERED ON AND IS LOOSE AT
 AX1869'THE EDGES.  NOTE-- IT IS A FLUSH MARK AND IS NOW IN FRONT OF THE SOUTH
 AX1869'TIER OF CABINS AT THE STOCKDALE COURT.
 AX1869
 AX1869                          STATION RECOVERY (1996)
 AX1869
 AX1869'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0040 ***********************************************************************
 AY0040  DESIGNATION -  E 316
 AY0040  PID         -  AY0040
 AY0040  STATE/COUNTY-  TX/GUADALUPE
 AY0040  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY0040
 AY0040                         *CURRENT SURVEY CONTROL
 AY0040  ___________________________________________________________________
 AY0040* NAD 83(1986)-  29 40 58.     (N)    098 04 00.     (W)     SCALED    
 AY0040* NAVD 88     -       191.75   (+/-2cm)     629.1    (feet)  VERTCON   
 AY0040  ___________________________________________________________________
 AY0040  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AY0040
 AY0040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0040
 AY0040.The horizontal coordinates were scaled from a topographic map and have
 AY0040.an estimated accuracy of +/- 6 seconds.
 AY0040
 AY0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0040.The vertical order pertains to the NGVD 29 superseded value.
 AY0040
 AY0040.The geoid height was determined by GEOID03.
 AY0040
 AY0040;                    North         East    Units  Estimated Accuracy
 AY0040;SPC TXSC     - 4,205,330.      690,330.      MT  (+/- 180 meters Scaled)
 AY0040
 AY0040                          SUPERSEDED SURVEY CONTROL
 AY0040
 AY0040  NGVD 29 (??/??/92)  191.664  (m)          628.82   (f) ADJ UNCH    2 0
 AY0040
 AY0040.Superseded values are not recommended for survey control.
 AY0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0040.See file dsdata.txt to determine how the superseded data were derived.
 AY0040
 AY0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT903840(NAD 83)
 AY0040_MARKER: DB = BENCH MARK DISK
 AY0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0040_STAMPING: E 316 1935
 AY0040_MARK LOGO: CGS   
 AY0040_PROJECTION: PROJECTING 10 CENTIMETERS
 AY0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0040+STABILITY: SURFACE MOTION
 AY0040
 AY0040  HISTORY     - Date     Condition        Report By
 AY0040  HISTORY     - 1935     MONUMENTED       CGS
 AY0040  HISTORY     - 1980     GOOD             NGS
 AY0040  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0040  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0040
 AY0040                          STATION DESCRIPTION
 AY0040
 AY0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY0040'4.5 MI SE FROM NEW BRAUNFELS.
 AY0040'IN GUADALUPE COUNTY, 4.5 MILES SOUTHEAST ALONG THE SEGUIN ROAD FROM
 AY0040'NEW BRAUNFELS, COMAL COUNTY, AT THE TOP OF A HILL, 15 YARDS SOUTHWEST
 AY0040'OF THE CENTERLINE OF THE ROAD, NEAR A FENCE CORNER, 5 YARDS NORTHWEST
 AY0040'OF ONE FENCE, 2 YARDS SOUTHWEST OF THE OTHER FENCE, AND 7 YARDS FROM
 AY0040'THE CENTERLINE OF A LANE LEADING SOUTHWEST.  A STANDARD DISK, STAMPED
 AY0040'E 316 1935 AND SET IN THE TOP OF A CONCRETE POST.
 AY0040
 AY0040                          STATION RECOVERY (1980)
 AY0040
 AY0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0040'3.4 KM (2.1 MI) SOUTHEAST ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 AY0040'INTERSTATE 35 IN NEW BRAUNFELS, THENCE 1.6 KM (0.3 MI) SOUTH-SOUTHWEST
 AY0040'ALONG A PAVED ROAD, AT A BRICK ENTRANCE AND A LANE LEADING TO THE
 AY0040'CLOUDREST RESIDENCE, 12.8 METERS (42.0 FT) SOUTHWEST OF THE CENTER OF
 AY0040'THE PAVED ROAD, 2.1 METERS (6.9 FT) SOUTHWEST OF A FENCE, 4.3 METERS
 AY0040'(14.0 FT) NORTHWEST OF A CORNER FENCE POST.  NOTE-THIS MONUMENT
 AY0040'APPEARS TO HAVE BEEN HIT WITH A BUSH-HOG BUT IS PRESENTLY IN AN
 AY0040'UPRIGHT POSITION AND STABLE.  NOT LEVELED TO THIS SURVEY, OFF THE MAIN
 AY0040'LINE.
 AY0040'THE MARK IS 2.5 METERS  SW FROM A WITNESS POST.
 AY0040'THE MARK IS 0.15 M ABOVE THE ROAD.
 AY0040
 AY0040                          STATION RECOVERY (1988)
 AY0040
 AY0040'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0040'MARK NOT FOUND.
 AY0040
 AY0040                          STATION RECOVERY (1999)
 AY0040
 AY0040'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1889 ***********************************************************************
 AX1889  DESIGNATION -  E 317
 AX1889  PID         -  AX1889
 AX1889  STATE/COUNTY-  TX/KARNES
 AX1889  USGS QUAD   -  KOSCIUSKO (1987)
 AX1889
 AX1889                         *CURRENT SURVEY CONTROL
 AX1889  ___________________________________________________________________
 AX1889* NAD 83(1986)-  29 00 05.     (N)    097 55 46.     (W)     SCALED    
 AX1889* NAVD 88     -        89.99   (+/-2cm)     295.2    (feet)  VERTCON   
 AX1889  ___________________________________________________________________
 AX1889  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AX1889
 AX1889  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1889
 AX1889.The horizontal coordinates were scaled from a topographic map and have
 AX1889.an estimated accuracy of +/- 6 seconds.
 AX1889
 AX1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1889.The vertical order pertains to the NGVD 29 superseded value.
 AX1889
 AX1889.The geoid height was determined by GEOID03.
 AX1889
 AX1889;                    North         East    Units  Estimated Accuracy
 AX1889;SPC TXSC     - 4,129,930.      704,300.      MT  (+/- 180 meters Scaled)
 AX1889
 AX1889                          SUPERSEDED SURVEY CONTROL
 AX1889
 AX1889  NGVD 29 (??/??/92)   89.939  (m)          295.07   (f) ADJ UNCH    2 0
 AX1889
 AX1889.Superseded values are not recommended for survey control.
 AX1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1889.See file dsdata.txt to determine how the superseded data were derived.
 AX1889
 AX1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT042086(NAD 83)
 AX1889_MARKER: DB = BENCH MARK DISK
 AX1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1889_STAMPING: E-317 1935
 AX1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1889+STABILITY: SURFACE MOTION
 AX1889
 AX1889  HISTORY     - Date     Condition        Report By
 AX1889  HISTORY     - 1935     MONUMENTED       CGS
 AX1889
 AX1889                          STATION DESCRIPTION
 AX1889
 AX1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1889'3.8 MI N FROM PANNA MARIA.
 AX1889'3.8 MILES NORTH OF AND ALONG ROAD TO KOSCIUSKO CHURCH.  0.8 MI. SOUTH
 AX1889'OF CESTO HOWA CHURCH.  OPPOSITE A LOG CORRAL.  55 FT. WEST OF
 AX1889'CENTERLINE OF ROAD.  2 FT. NORTH OF WEST FENCE.  AT BOTTOM OF A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1432 ***********************************************************************
 BY1432  DESIGNATION -  E 318
 BY1432  PID         -  BY1432
 BY1432  STATE/COUNTY-  TX/HOUSTON
 BY1432  USGS QUAD   -  BEREA (1951)
 BY1432
 BY1432                         *CURRENT SURVEY CONTROL
 BY1432  ___________________________________________________________________
 BY1432* NAD 83(1986)-  31 19 49.     (N)    095 19 48.     (W)     SCALED    
 BY1432* NAVD 88     -       124.23   (+/-2cm)     407.6    (feet)  VERTCON   
 BY1432  ___________________________________________________________________
 BY1432  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY1432
 BY1432  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1432
 BY1432.The horizontal coordinates were scaled from a topographic map and have
 BY1432.an estimated accuracy of +/- 6 seconds.
 BY1432
 BY1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1432.The vertical order pertains to the NGVD 29 superseded value.
 BY1432
 BY1432.The geoid height was determined by GEOID03.
 BY1432
 BY1432;                    North         East    Units  Estimated Accuracy
 BY1432;SPC TX C     - 3,195,130.    1,175,980.      MT  (+/- 180 meters Scaled)
 BY1432
 BY1432                          SUPERSEDED SURVEY CONTROL
 BY1432
 BY1432  NGVD 29 (??/??/92)  124.225  (m)          407.56   (f) ADJ UNCH    2 0
 BY1432
 BY1432.Superseded values are not recommended for survey control.
 BY1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1432.See file dsdata.txt to determine how the superseded data were derived.
 BY1432
 BY1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ783685(NAD 83)
 BY1432_MARKER: DB = BENCH MARK DISK
 BY1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1432_STAMPING: E 318 1935
 BY1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1432+STABILITY: SURFACE MOTION
 BY1432
 BY1432  HISTORY     - Date     Condition        Report By
 BY1432  HISTORY     - 1935     MONUMENTED       CGS
 BY1432  HISTORY     - 1942     GOOD             NGS
 BY1432
 BY1432                          STATION DESCRIPTION
 BY1432
 BY1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BY1432'7.8 MI E FROM CROCKETT.
 BY1432'7.8 MILES EAST ALONG STATE HIGHWAY 7 FROM CROCKETT, HOUSTON COUNTY,
 BY1432'0.2 MILE WEST OF A CURVE IN THE HIGHWAY, ON THE EAST SLOPE OF A HILL,
 BY1432'78 YARDS EAST OF THE JUNCTION OF A ROAD LEADING NORTHEAST, 48 FEET
 BY1432'NORTH OF THE CENTERLINE OF THE HIGHWAY, 31 FEET SOUTH OF THE
 BY1432'CENTERLINE OF THE SIDE ROAD, BETWEEN TWO TREES OF A GROUP OF THREE
 BY1432'PINE TREES AND 2 FEET SOUTH OF A FENCE LINE.  A STANDARD DISK, STAMPED
 BY1432'E 318 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0503 ***********************************************************************
 BZ0503  DESIGNATION -  E 319
 BZ0503  PID         -  BZ0503
 BZ0503  STATE/COUNTY-  TX/ROBERTSON
 BZ0503  USGS QUAD   -  HAMMOND (1978)
 BZ0503
 BZ0503                         *CURRENT SURVEY CONTROL
 BZ0503  ___________________________________________________________________
 BZ0503* NAD 83(1986)-  31 00 34.     (N)    096 41 07.     (W)     SCALED    
 BZ0503* NAVD 88     -       109.47   (+/-2cm)     359.2    (feet)  VERTCON   
 BZ0503  ___________________________________________________________________
 BZ0503  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BZ0503
 BZ0503  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0503
 BZ0503.The horizontal coordinates were scaled from a topographic map and have
 BZ0503.an estimated accuracy of +/- 6 seconds.
 BZ0503
 BZ0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0503.The vertical order pertains to the NGVD 29 superseded value.
 BZ0503
 BZ0503.The geoid height was determined by GEOID03.
 BZ0503
 BZ0503;                    North         East    Units  Estimated Accuracy
 BZ0503;SPC TX C     - 3,154,570.    1,048,270.      MT  (+/- 180 meters Scaled)
 BZ0503
 BZ0503                          SUPERSEDED SURVEY CONTROL
 BZ0503
 BZ0503  NGVD 29 (??/??/92)  109.433  (m)          359.03   (f) ADJ UNCH    2 0
 BZ0503
 BZ0503.Superseded values are not recommended for survey control.
 BZ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0503.See file dsdata.txt to determine how the superseded data were derived.
 BZ0503
 BZ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV209329(NAD 83)
 BZ0503_MARKER: DB = BENCH MARK DISK
 BZ0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0503_STAMPING: E 319 1935
 BZ0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0503+STABILITY: SURFACE MOTION
 BZ0503
 BZ0503  HISTORY     - Date     Condition        Report By
 BZ0503  HISTORY     - 1935     MONUMENTED       CGS
 BZ0503
 BZ0503                          STATION DESCRIPTION
 BZ0503
 BZ0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0503'2.3 MI N FROM CALVERT.
 BZ0503'2.3 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0503'STATION AT CALVERT, ROBERTSON COUNTY, ABOUT 195 YARDS SOUTH OF
 BZ0503'MILEPOST 131, 36 FEET WEST OF THE CENTERLINE OF THE TRACK, 16 FEET
 BZ0503'EAST OF THE CENTERLINE OF A COUNTY ROAD PARALLELING THE TRACK, AND 3
 BZ0503'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 319
 BZ0503'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0529 ***********************************************************************
 BZ0529  DESIGNATION -  E 320
 BZ0529  PID         -  BZ0529
 BZ0529  STATE/COUNTY-  TX/MCLENNAN
 BZ0529  USGS QUAD   -  RIESEL (1978)
 BZ0529
 BZ0529                         *CURRENT SURVEY CONTROL
 BZ0529  ___________________________________________________________________
 BZ0529* NAD 83(1986)-  31 29 58.     (N)    096 56 33.     (W)     SCALED    
 BZ0529* NAVD 88     -       144.32   (+/-2cm)     473.5    (feet)  VERTCON   
 BZ0529  ___________________________________________________________________
 BZ0529  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BZ0529
 BZ0529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0529
 BZ0529.The horizontal coordinates were scaled from a topographic map and have
 BZ0529.an estimated accuracy of +/- 6 seconds.
 BZ0529
 BZ0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0529.The vertical order pertains to the NGVD 29 superseded value.
 BZ0529
 BZ0529.The geoid height was determined by GEOID03.
 BZ0529
 BZ0529;                    North         East    Units  Estimated Accuracy
 BZ0529;SPC TX C     - 3,208,090.    1,022,060.      MT  (+/- 180 meters Scaled)
 BZ0529
 BZ0529                          SUPERSEDED SURVEY CONTROL
 BZ0529
 BZ0529  NGVD 29 (??/??/92)  144.265  (m)          473.31   (f) ADJ UNCH    2 0
 BZ0529
 BZ0529.Superseded values are not recommended for survey control.
 BZ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0529.See file dsdata.txt to determine how the superseded data were derived.
 BZ0529
 BZ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV954867(NAD 83)
 BZ0529_MARKER: DB = BENCH MARK DISK
 BZ0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0529_STAMPING: E 320 1935
 BZ0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0529+STABILITY: SURFACE MOTION
 BZ0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0529+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 BZ0529
 BZ0529  HISTORY     - Date     Condition        Report By
 BZ0529  HISTORY     - 1935     MONUMENTED       CGS
 BZ0529  HISTORY     - 20010317 GOOD             USPSQD
 BZ0529  HISTORY     - 20031010 GOOD             USPSQD
 BZ0529  HISTORY     - 20050406 GOOD             HALFF
 BZ0529
 BZ0529                          STATION DESCRIPTION
 BZ0529
 BZ0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0529'2 MI N FROM RIESEL.
 BZ0529'2.0 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0529'STATION AT RIESEL, MCLENNAN COUNTY, ABOUT 110 YARDS SOUTH OF MILEPOST
 BZ0529'32, AT A ROAD CROSSING, 53 FEET EAST OF THE CENTERLINE OF THE TRACK,
 BZ0529'19 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 9 FEET SOUTHEAST OF
 BZ0529'THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED E 320 1935
 BZ0529'AND SET IN THE TOP OF A CONCRETE POST.
 BZ0529
 BZ0529                          STATION RECOVERY (2001)
 BZ0529
 BZ0529'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ0529'RECOVERED IN GOOD CONDITION.
 BZ0529
 BZ0529                          STATION RECOVERY (2003)
 BZ0529
 BZ0529'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ0529'RECOVERED IN GOOD CONDITION.
 BZ0529
 BZ0529                          STATION RECOVERY (2005)
 BZ0529
 BZ0529'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2005 (GSK)
 BZ0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0787 ***********************************************************************
 BZ0787  DESIGNATION -  E 322
 BZ0787  PID         -  BZ0787
 BZ0787  STATE/COUNTY-  TX/MCLENNAN
 BZ0787  USGS QUAD   -  BRUCEVILLE (1993)
 BZ0787
 BZ0787                         *CURRENT SURVEY CONTROL
 BZ0787  ___________________________________________________________________
 BZ0787* NAD 83(1986)-  31 19 12.     (N)    097 14 07.     (W)     SCALED    
 BZ0787* NAVD 88     -       183.048  (meters)     600.55   (feet)  ADJUSTED  
 BZ0787  ___________________________________________________________________
 BZ0787  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BZ0787  DYNAMIC HT  -         182.810 (meters)     599.77  (feet)  COMP
 BZ0787  MODELED GRAV-     979,337.8   (mgal)                       NAVD 88
 BZ0787
 BZ0787  VERT ORDER  -  FIRST     CLASS II
 BZ0787
 BZ0787.The horizontal coordinates were scaled from a topographic map and have
 BZ0787.an estimated accuracy of +/- 6 seconds.
 BZ0787
 BZ0787.The orthometric height was determined by differential leveling
 BZ0787.and adjusted by the National Geodetic Survey in June 1991..
 BZ0787
 BZ0787.The geoid height was determined by GEOID03.
 BZ0787
 BZ0787.The dynamic height is computed by dividing the NAVD 88
 BZ0787.geopotential number by the normal gravity value computed on the
 BZ0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0787.degrees latitude (g = 980.6199 gals.).
 BZ0787
 BZ0787.The modeled gravity was interpolated from observed gravity values.
 BZ0787
 BZ0787;                    North         East    Units  Estimated Accuracy
 BZ0787;SPC TX C     - 3,187,390.      994,820.      MT  (+/- 180 meters Scaled)
 BZ0787
 BZ0787                          SUPERSEDED SURVEY CONTROL
 BZ0787
 BZ0787  NGVD 29 (??/??/92)  182.978  (m)          600.32   (f) ADJ UNCH    1 2
 BZ0787
 BZ0787.Superseded values are not recommended for survey control.
 BZ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0787.See file dsdata.txt to determine how the superseded data were derived.
 BZ0787
 BZ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV679664(NAD 83)
 BZ0787_MARKER: DB = BENCH MARK DISK
 BZ0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0787_SP_SET: BASE
 BZ0787_STAMPING: E 322 1935
 BZ0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0787
 BZ0787  HISTORY     - Date     Condition        Report By
 BZ0787  HISTORY     - 1935     MONUMENTED       CGS
 BZ0787  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0787  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0787  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0787  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 BZ0787
 BZ0787                          STATION DESCRIPTION
 BZ0787
 BZ0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0787'IN BRUCEVILLE.
 BZ0787'AT BRUCEVILLE AND ALONG THE M.K.T.R.R.  SET VERTICAL IN THE NORTH FACE
 BZ0787'OF THE SECOND PIER WEST OF TRACK.  OF AN OVER-PASS WHERE THE HIGHWAY
 BZ0787'PASSES OVER THE R.R.
 BZ0787
 BZ0787                          STATION RECOVERY (1980)
 BZ0787
 BZ0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0787'MARK NOT FOUND.
 BZ0787
 BZ0787                          STATION RECOVERY (1995)
 BZ0787
 BZ0787'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0787'MARK NOT FOUND.
 BZ0787
 BZ0787                          STATION RECOVERY (2001)
 BZ0787
 BZ0787'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0787'MARK NOT FOUND.
 BZ0787
 BZ0787                          STATION RECOVERY (2003)
 BZ0787
 BZ0787'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BZ0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0110 ***********************************************************************
 BN0110  DESIGNATION -  E 323
 BN0110  PID         -  BN0110
 BN0110  STATE/COUNTY-  TX/BLANCO
 BN0110  USGS QUAD   -  BLANCO (1963)
 BN0110
 BN0110                         *CURRENT SURVEY CONTROL
 BN0110  ___________________________________________________________________
 BN0110* NAD 83(1993)-  30 04 16.34640(N)    098 24 39.02086(W)     ADJUSTED  
 BN0110* NAVD 88     -       444.475  (meters)    1458.25   (feet)  ADJUSTED  
 BN0110  ___________________________________________________________________
 BN0110  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 BN0110  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 BN0110  DYNAMIC HT  -         443.854 (meters)    1456.21  (feet)  COMP
 BN0110  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 BN0110
 BN0110  HORZ ORDER  -  SECOND
 BN0110  VERT ORDER  -  SECOND    CLASS 0
 BN0110
 BN0110.The horizontal coordinates were established by classical geodetic methods
 BN0110.and adjusted by the National Geodetic Survey in February 1996..
 BN0110
 BN0110.The orthometric height was determined by differential leveling
 BN0110.and adjusted by the National Geodetic Survey in June 1991..
 BN0110
 BN0110.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0110
 BN0110.The geoid height was determined by GEOID03.
 BN0110
 BN0110.The dynamic height is computed by dividing the NAVD 88
 BN0110.geopotential number by the normal gravity value computed on the
 BN0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0110.degrees latitude (g = 980.6199 gals.).
 BN0110
 BN0110.The modeled gravity was interpolated from observed gravity values.
 BN0110
 BN0110;                    North         East     Units Scale Factor Converg.
 BN0110;SPC TX C     - 3,046,448.610   885,354.822   MT  1.00001245   +0 59 24.7
 BN0110;SPC TX C     - 9,994,890.15  2,904,701.61   sFT  1.00001245   +0 59 24.7
 BN0110;SPC TXSC     - 4,248,165.159   656,801.983   MT  0.99994561   +0 17 19.1
 BN0110;SPC TXSC     -13,937,521.86  2,154,857.84   sFT  0.99994561   +0 17 19.1
 BN0110;UTM  14      - 3,326,822.034   556,783.093   MT  0.99963978   +0 17 42.8
 BN0110
 BN0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0110!SPC TX C     -   0.99993394  x   1.00001245  =   0.99994639
 BN0110!SPC TXSC     -   0.99993394  x   0.99994561  =   0.99987956
 BN0110!UTM  14      -   0.99993394  x   0.99963978  =   0.99957375
 BN0110
 BN0110                          SUPERSEDED SURVEY CONTROL
 BN0110
 BN0110  NAD 83(1986)-  30 04 16.35648(N)    098 24 39.00578(W) AD(       ) 2
 BN0110  NAD 27      -  30 04 15.60370(N)    098 24 37.94400(W) AD(       ) 2
 BN0110  NGVD 29 (??/??/92)  444.382  (m)         1457.94   (f) ADJ UNCH    2 0
 BN0110
 BN0110.Superseded values are not recommended for survey control.
 BN0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0110.See file dsdata.txt to determine how the superseded data were derived.
 BN0110
 BN0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5678326822(NAD 83)
 BN0110_MARKER: DB = BENCH MARK DISK
 BN0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0110_STAMPING: E 323 1935
 BN0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0110+STABILITY: SURFACE MOTION
 BN0110
 BN0110  HISTORY     - Date     Condition        Report By
 BN0110  HISTORY     - 1956     MONUMENTED       CGS
 BN0110  HISTORY     - 1953     GOOD             NGS
 BN0110  HISTORY     - 1963     MARK NOT FOUND   USGS
 BN0110  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0110  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 BN0110
 BN0110                          STATION DESCRIPTION
 BN0110
 BN0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BN0110'THE STATION IS ABOUT 2 MILES SOUTHEAST OF BLANCO, 0.05 MILE
 BN0110'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 281 AND FARM ROAD 32.
 BN0110'
 BN0110'BENCH MARK E323 IS 48 FEET EAST OF THE CENTER OF THE HIGHWAY,
 BN0110'3 FEET NORTHWEST OF A 4 IN X 4 IN SILVER WITNESS POST AND 1
 BN0110'FOOT SOUTHWEST OF A TELEPHONE POLE.  IT IS A STANDARD U.S. COAST
 BN0110'AND GEODETIC SURVEY DISK SET IN THE TOP OF AN 8 IN X 8 IN CONCRETE
 BN0110'POST WHICH PROJECTS 4 INCHES.  THE DISK IS STAMPED E323 1935.
 BN0110
 BN0110                          STATION RECOVERY (1953)
 BN0110
 BN0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BN0110'2.0 MI S FROM BLANCO.
 BN0110'2.0 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE COURTHOUSE AT BLANCO,
 BN0110'49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 101 FEET NORTH OF THE
 BN0110'CENTER LINE OF FARM ROAD 32, 2 FEET SOUTHWEST OF A TELEPHONE POLE, 3
 BN0110'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BN0110'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BN0110
 BN0110                          STATION RECOVERY (1963)
 BN0110
 BN0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BN0110'MARK NOT FOUND.
 BN0110
 BN0110                          STATION RECOVERY (1990)
 BN0110
 BN0110'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0110'MARK NOT FOUND.
 BN0110
 BN0110                          STATION RECOVERY (2002)
 BN0110
 BN0110'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0149 ***********************************************************************
 AO0149  DESIGNATION -  E 324
 AO0149  PID         -  AO0149
 AO0149  STATE/COUNTY-  TX/ATASCOSA
 AO0149  USGS QUAD   -  GOLDFINCH (1982)
 AO0149
 AO0149                         *CURRENT SURVEY CONTROL
 AO0149  ___________________________________________________________________
 AO0149* NAD 83(1986)-  28 45 11.     (N)    098 47 24.     (W)     SCALED    
 AO0149* NAVD 88     -       128.469  (meters)     421.49   (feet)  ADJUSTED  
 AO0149  ___________________________________________________________________
 AO0149  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AO0149  DYNAMIC HT  -         128.280 (meters)     420.87  (feet)  COMP
 AO0149  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 AO0149
 AO0149  VERT ORDER  -  SECOND    CLASS 0
 AO0149
 AO0149.The horizontal coordinates were scaled from a topographic map and have
 AO0149.an estimated accuracy of +/- 6 seconds.
 AO0149
 AO0149.The orthometric height was determined by differential leveling
 AO0149.and adjusted by the National Geodetic Survey in June 1991..
 AO0149
 AO0149.The geoid height was determined by GEOID03.
 AO0149
 AO0149.The dynamic height is computed by dividing the NAVD 88
 AO0149.geopotential number by the normal gravity value computed on the
 AO0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0149.degrees latitude (g = 980.6199 gals.).
 AO0149
 AO0149.The modeled gravity was interpolated from observed gravity values.
 AO0149
 AO0149;                    North         East    Units  Estimated Accuracy
 AO0149;SPC TXSC     - 4,101,950.      620,510.      MT  (+/- 180 meters Scaled)
 AO0149
 AO0149                          SUPERSEDED SURVEY CONTROL
 AO0149
 AO0149  NGVD 29 (??/??/92)  128.414  (m)          421.30   (f) ADJ UNCH    2 0
 AO0149
 AO0149.Superseded values are not recommended for survey control.
 AO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0149.See file dsdata.txt to determine how the superseded data were derived.
 AO0149
 AO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS205806(NAD 83)
 AO0149_MARKER: DB = BENCH MARK DISK
 AO0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0149_STAMPING: E 324 1935
 AO0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0149+STABILITY: SURFACE MOTION
 AO0149
 AO0149  HISTORY     - Date     Condition        Report By
 AO0149  HISTORY     - 1935     MONUMENTED       CGS
 AO0149  HISTORY     - 1968     MARK NOT FOUND   USGS
 AO0149
 AO0149                          STATION DESCRIPTION
 AO0149
 AO0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0149'2.5 MI N FROM HINDES.
 AO0149'2.5 MILES NORTH OF AND ALONG THE M.P.R.R. AT AN OLD ROAD CROSSING.
 AO0149'ABOUT 105 YARDS N.E. OF AND ACROSS THE TRACK FROM A WINDMILL.  45 FEET
 AO0149'SOUTH OF CENTER OF THE OLD CROSSING.  25 FEET EAST OF CENTER OF THE
 AO0149'TRACK.
 AO0149
 AO0149                          STATION RECOVERY (1968)
 AO0149
 AO0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AO0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0504 ***********************************************************************
 BM0504  DESIGNATION -  E 325
 BM0504  PID         -  BM0504
 BM0504  STATE/COUNTY-  TX/BASTROP
 BM0504  USGS QUAD   -  SMITHVILLE NW (1982)
 BM0504
 BM0504                         *CURRENT SURVEY CONTROL
 BM0504  ___________________________________________________________________
 BM0504* NAD 83(1986)-  30 14 36.     (N)    097 12 21.     (W)     SCALED    
 BM0504* NAVD 88     -       180.12   (+/-2cm)     590.9    (feet)  VERTCON   
 BM0504  ___________________________________________________________________
 BM0504  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BM0504
 BM0504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0504
 BM0504.The horizontal coordinates were scaled from a topographic map and have
 BM0504.an estimated accuracy of +/- 6 seconds.
 BM0504
 BM0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0504.The vertical order pertains to the NGVD 29 superseded value.
 BM0504
 BM0504.The geoid height was determined by GEOID03.
 BM0504
 BM0504;                    North         East    Units  Estimated Accuracy
 BM0504;SPC TX C     - 3,068,160.    1,000,970.      MT  (+/- 180 meters Scaled)
 BM0504
 BM0504                          SUPERSEDED SURVEY CONTROL
 BM0504
 BM0504  NGVD 29 (??/??/92)  180.045  (m)          590.70   (f) ADJ UNCH    2 0
 BM0504
 BM0504.Superseded values are not recommended for survey control.
 BM0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0504.See file dsdata.txt to determine how the superseded data were derived.
 BM0504
 BM0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU726471(NAD 83)
 BM0504_MARKER: DB = BENCH MARK DISK
 BM0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0504_STAMPING: E 325 1935
 BM0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0504+STABILITY: SURFACE MOTION
 BM0504
 BM0504  HISTORY     - Date     Condition        Report By
 BM0504  HISTORY     - 1935     MONUMENTED       CGS
 BM0504  HISTORY     - 1938     GOOD             NGS
 BM0504  HISTORY     - 1976     MARK NOT FOUND   USGS
 BM0504  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0504
 BM0504                          STATION DESCRIPTION
 BM0504
 BM0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0504'3.5 MI E FROM MCDADE.
 BM0504'3.5 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0504'MCDADE, BASTROP COUNTY, 50 YARDS SOUTHWEST OF MILEPOST 74, 25 YARDS
 BM0504'SOUTHEAST OF A CULVERT, 63 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 BM0504'29 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 20, AND 2 FEET SOUTH
 BM0504'OF THE FENCE.  A STANDARD DISK, STAMPED E 325 1935 AND SET IN THE TOP
 BM0504'OF A CONCRETE POST.
 BM0504
 BM0504                          STATION RECOVERY (1976)
 BM0504
 BM0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BM0504'MARK NOT FOUND.
 BM0504
 BM0504                          STATION RECOVERY (2004)
 BM0504
 BM0504'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 BM0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0307 ***********************************************************************
 BM0307  DESIGNATION -  E 326
 BM0307  PID         -  BM0307
 BM0307  STATE/COUNTY-  TX/MILAM
 BM0307  USGS QUAD   -  BEN ARNOLD (1989)
 BM0307
 BM0307                         *CURRENT SURVEY CONTROL
 BM0307  ___________________________________________________________________
 BM0307* NAD 83(1986)-  30 54 11.     (N)    096 58 46.     (W)     SCALED    
 BM0307* NAVD 88     -        97.96   (+/-2cm)     321.4    (feet)  VERTCON   
 BM0307  ___________________________________________________________________
 BM0307  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0307
 BM0307  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0307
 BM0307.The horizontal coordinates were scaled from a topographic map and have
 BM0307.an estimated accuracy of +/- 6 seconds.
 BM0307
 BM0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0307.The vertical order pertains to the NGVD 29 superseded value.
 BM0307
 BM0307.The geoid height was determined by GEOID03.
 BM0307
 BM0307;                    North         East    Units  Estimated Accuracy
 BM0307;SPC TX C     - 3,141,890.    1,020,550.      MT  (+/- 180 meters Scaled)
 BM0307
 BM0307                          SUPERSEDED SURVEY CONTROL
 BM0307
 BM0307  NGVD 29 (??/??/92)   97.910  (m)          321.23   (f) ADJ UNCH    2 0
 BM0307
 BM0307.Superseded values are not recommended for survey control.
 BM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0307.See file dsdata.txt to determine how the superseded data were derived.
 BM0307
 BM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV931206(NAD 83)
 BM0307_MARKER: DB = BENCH MARK DISK
 BM0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0307_SP_SET: FOUNDATION
 BM0307_STAMPING: E 326 1935
 BM0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0307
 BM0307  HISTORY     - Date     Condition        Report By
 BM0307  HISTORY     - 1935     MONUMENTED       CGS
 BM0307  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0307
 BM0307                          STATION DESCRIPTION
 BM0307
 BM0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0307'3.4 MI N FROM CAMERON.
 BM0307'3.4 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0307'TEXAS AND NEW ORLEANS RAILROAD) FROM THE STATION AT CAMERON, 0.4 MILE
 BM0307'SOUTH OF MILEPOST 122, 40 YARDS WEST OF THE CENTERLINE OF U.S. HIGHWAY
 BM0307'77, AT BRIDGE 121 A, AND IN THE TOP OF THE EAST END OF THE SOUTH
 BM0307'CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED E 326 1935.
 BM0307
 BM0307                          STATION RECOVERY (1999)
 BM0307
 BM0307'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0849 ***********************************************************************
 BZ0849  DESIGNATION -  E 327
 BZ0849  PID         -  BZ0849
 BZ0849  STATE/COUNTY-  TX/FALLS
 BZ0849  USGS QUAD   -  CHILTON (1993)
 BZ0849
 BZ0849                         *CURRENT SURVEY CONTROL
 BZ0849  ___________________________________________________________________
 BZ0849* NAD 83(1986)-  31 19 09.     (N)    097 03 24.     (W)     SCALED    
 BZ0849* NAVD 88     -       122.51   (+/-2cm)     401.9    (feet)  VERTCON   
 BZ0849  ___________________________________________________________________
 BZ0849  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BZ0849
 BZ0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0849
 BZ0849.The horizontal coordinates were scaled from a topographic map and have
 BZ0849.an estimated accuracy of +/- 6 seconds.
 BZ0849
 BZ0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0849.The vertical order pertains to the NGVD 29 superseded value.
 BZ0849
 BZ0849.The geoid height was determined by GEOID03.
 BZ0849
 BZ0849;                    North         East    Units  Estimated Accuracy
 BZ0849;SPC TX C     - 3,187,780.    1,011,810.      MT  (+/- 180 meters Scaled)
 BZ0849
 BZ0849                          SUPERSEDED SURVEY CONTROL
 BZ0849
 BZ0849  NGVD 29 (??/??/92)  122.453  (m)          401.75   (f) ADJ UNCH    2 0
 BZ0849
 BZ0849.Superseded values are not recommended for survey control.
 BZ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0849.See file dsdata.txt to determine how the superseded data were derived.
 BZ0849
 BZ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV849666(NAD 83)
 BZ0849_MARKER: DB = BENCH MARK DISK
 BZ0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0849_SP_SET: FOUNDATION
 BZ0849_STAMPING: E 327 1935
 BZ0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0849
 BZ0849  HISTORY     - Date     Condition        Report By
 BZ0849  HISTORY     - 1935     MONUMENTED       CGS
 BZ0849  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0849
 BZ0849                          STATION DESCRIPTION
 BZ0849
 BZ0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0849'2.5 MI S FROM SATIN.
 BZ0849'2.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BZ0849'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT SATIN, 226 YARDS EAST OF
 BZ0849'MILEPOST 152, 160 YARDS EAST OF A ROAD CROSSING, AT BRIDGE 152 C, AND
 BZ0849'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE FOUNDATION.  A
 BZ0849'STANDARD DISK, STAMPED E 327 1935.
 BZ0849
 BZ0849                          STATION RECOVERY (2001)
 BZ0849
 BZ0849'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 BZ0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0707 ***********************************************************************
 BM0707  DESIGNATION -  E 328
 BM0707  PID         -  BM0707
 BM0707  STATE/COUNTY-  TX/WILLIAMSON
 BM0707  USGS QUAD   -  ROUND ROCK (1987)
 BM0707
 BM0707                         *CURRENT SURVEY CONTROL
 BM0707  ___________________________________________________________________
 BM0707* NAD 83(1986)-  30 30 23.     (N)    097 40 42.     (W)     SCALED    
 BM0707* NAVD 88     -       219.828  (meters)     721.22   (feet)  ADJUSTED  
 BM0707  ___________________________________________________________________
 BM0707  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BM0707  DYNAMIC HT  -         219.530 (meters)     720.24  (feet)  COMP
 BM0707  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 BM0707
 BM0707  VERT ORDER  -  FIRST     CLASS II
 BM0707
 BM0707.The horizontal coordinates were scaled from a topographic map and have
 BM0707.an estimated accuracy of +/- 6 seconds.
 BM0707
 BM0707.The orthometric height was determined by differential leveling
 BM0707.and adjusted by the National Geodetic Survey in June 1991..
 BM0707
 BM0707.The geoid height was determined by GEOID03.
 BM0707
 BM0707.The dynamic height is computed by dividing the NAVD 88
 BM0707.geopotential number by the normal gravity value computed on the
 BM0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0707.degrees latitude (g = 980.6199 gals.).
 BM0707
 BM0707.The modeled gravity was interpolated from observed gravity values.
 BM0707
 BM0707;                    North         East    Units  Estimated Accuracy
 BM0707;SPC TX C     - 3,096,130.      954,820.      MT  (+/- 180 meters Scaled)
 BM0707
 BM0707                          SUPERSEDED SURVEY CONTROL
 BM0707
 BM0707  NGVD 29 (??/??/92)  219.755  (m)          720.98   (f) ADJ UNCH    1 2
 BM0707
 BM0707.Superseded values are not recommended for survey control.
 BM0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0707.See file dsdata.txt to determine how the superseded data were derived.
 BM0707
 BM0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU268756(NAD 83)
 BM0707_MARKER: DB = BENCH MARK DISK
 BM0707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0707_SP_SET: OVERPASS
 BM0707_STAMPING: E 328 1935
 BM0707_MARK LOGO: CGS   
 BM0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0707
 BM0707  HISTORY     - Date     Condition        Report By
 BM0707  HISTORY     - 1935     MONUMENTED       CGS
 BM0707  HISTORY     - 1954     GOOD             NGS
 BM0707  HISTORY     - 1980     GOOD             NGS
 BM0707  HISTORY     - 1980     GOOD             USGS
 BM0707  HISTORY     - 1990     GOOD             USPSQD
 BM0707  HISTORY     - 19990602 MARK NOT FOUND   USPSQD
 BM0707  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 BM0707
 BM0707                          STATION DESCRIPTION
 BM0707
 BM0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0707'IN ROUND ROCK.
 BM0707'AT ROUND ROCK, 96.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 BM0707'INTERNATIONAL AND GREAT NORTHERN RAILROAD STATION, 21 FEET NORTHWEST
 BM0707'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 5 FEET ABOVE THE GROUND, AT
 BM0707'THE OVERPASS OF U.S. HIGHWAY 81, SET VERTICALLY IN THE NORTHEAST SIDE
 BM0707'OF THE 5TH CONCRETE COLUMN NORTHWEST OF THE SOUTHEAST END OF THE
 BM0707'OVERPASS.
 BM0707
 BM0707                          STATION RECOVERY (1980)
 BM0707
 BM0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0707'RECOVERED IN GOOD CONDITION.
 BM0707
 BM0707                          STATION RECOVERY (1980)
 BM0707
 BM0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BM0707'AT ROUND ROCK, AT THE OVERPASS ON BUSINESS ROUTE US HIGHWAY 81 OVER
 BM0707'THE MISSOURI PACIFIC RAILROAD, SET VERTICALLY 5 FEET ABOVE GROUND IN
 BM0707'THE NORTHEAST SIDE OF THE 5TH CONCRETE COLUMN NORTHWEST OF THE
 BM0707'SOUTHEAST END OF THE OVERPASS, 21 FEET NORTHWEST OF THE NORTHWEST
 BM0707'RAIL OF THE MAIN TRACK, A STANDARD TABLET STAMPED "E 328 1935".
 BM0707
 BM0707                          STATION RECOVERY (1990)
 BM0707
 BM0707'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0707'RECOVERED IN GOOD CONDITION.
 BM0707
 BM0707                          STATION RECOVERY (1999)
 BM0707
 BM0707'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0707'MARK NOT FOUND.
 BM0707
 BM0707                          STATION RECOVERY (2004)
 BM0707
 BM0707'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVS)
 BM0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1255 ***********************************************************************
 AX1255  DESIGNATION -  E 329
 AX1255  PID         -  AX1255
 AX1255  STATE/COUNTY-  TX/HAYS
 AX1255  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX1255
 AX1255                         *CURRENT SURVEY CONTROL
 AX1255  ___________________________________________________________________
 AX1255* NAD 83(1986)-  29 56 17.     (N)    097 53 42.     (W)     SCALED    
 AX1255* NAVD 88     -       193.085  (meters)     633.48   (feet)  ADJUSTED  
 AX1255  ___________________________________________________________________
 AX1255  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AX1255  DYNAMIC HT  -         192.813 (meters)     632.59  (feet)  COMP
 AX1255  MODELED GRAV-     979,228.8   (mgal)                       NAVD 88
 AX1255
 AX1255  VERT ORDER  -  FIRST     CLASS II
 AX1255
 AX1255.The horizontal coordinates were scaled from a topographic map and have
 AX1255.an estimated accuracy of +/- 6 seconds.
 AX1255
 AX1255.The orthometric height was determined by differential leveling
 AX1255.and adjusted by the National Geodetic Survey in June 1991..
 AX1255
 AX1255.The geoid height was determined by GEOID03.
 AX1255
 AX1255.The dynamic height is computed by dividing the NAVD 88
 AX1255.geopotential number by the normal gravity value computed on the
 AX1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1255.degrees latitude (g = 980.6199 gals.).
 AX1255
 AX1255.The modeled gravity was interpolated from observed gravity values.
 AX1255
 AX1255;                    North         East    Units  Estimated Accuracy
 AX1255;SPC TXSC     - 4,233,770.      706,670.      MT  (+/- 180 meters Scaled)
 AX1255
 AX1255                          SUPERSEDED SURVEY CONTROL
 AX1255
 AX1255  NGVD 29 (??/??/92)  192.998  (m)          633.19   (f) ADJ UNCH    1 2
 AX1255
 AX1255.Superseded values are not recommended for survey control.
 AX1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1255.See file dsdata.txt to determine how the superseded data were derived.
 AX1255
 AX1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU066124(NAD 83)
 AX1255_MARKER: DB = BENCH MARK DISK
 AX1255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1255_SP_SET: ABUTMENT
 AX1255_STAMPING: E 329 1935
 AX1255_MARK LOGO: CGS   
 AX1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1255
 AX1255  HISTORY     - Date     Condition        Report By
 AX1255  HISTORY     - 1935     MONUMENTED       CGS
 AX1255  HISTORY     - 1953     GOOD             NGS
 AX1255  HISTORY     - 1980     GOOD             NGS
 AX1255  HISTORY     - 19910828 POOR             USPSQD
 AX1255  HISTORY     - 19930808 POOR             USPSQD
 AX1255  HISTORY     - 19990925 POOR             USPSQD
 AX1255
 AX1255                          STATION DESCRIPTION
 AX1255
 AX1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AX1255'3.7 MI S FROM KYLE.
 AX1255'3.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AX1255'AT KYLE, 4.6 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF THE EAST
 AX1255'END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE 204.6.  NOTE-- 1959 AMS
 AX1255'REPORT-- PROJECTS 0.3 FEET.  LOCATED 9 FEET SE OF CENTERLINE OF RR
 AX1255'TRACKS AND IS 0.6 FEET LOWER IN ELEV.  64 FEET NW OF CENTERLINE OF E-W
 AX1255'ROAD AND ROAD TO NE AND IS 16.00 FEET HIGHER IN ELEV.  45 FEET NE OF
 AX1255'CENTERLINE OF ROAD AND IS 17.90 FEET HIGHER IN ELEV.
 AX1255
 AX1255                          STATION RECOVERY (1980)
 AX1255
 AX1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX1255'0.3 KM (0.2 MI) NORTH ALONG LYNDON B JOHNSON DRIVE FROM THE COURTHOUSE
 AX1255'IN SAN MARCOS, THENCE 1.7 KM (1.05 MI) NORTHEAST ALONG LOOP 82, THENCE
 AX1255'6.4 KM (4.0 MI) NORTHEAST ALONG POST ROAD, ALSO 3.6 KM (2.25 MI)
 AX1255'SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE 35 FROM THE
 AX1255'JUNCTION OF FARM ROAD 150 IN KYLE, THENCE 2.6 KM (1.6 MI) SOUTHWEST
 AX1255'ALONG POST ROAD, IN TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT
 AX1255'OF BRIDGE NUMBER 204-6 OF THE MISSOURI PACIFIC RAILROAD, 1.7 METERS
 AX1255'(5.5 FT) EAST OF THE EAST RAIL.
 AX1255'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 AX1255
 AX1255                          STATION RECOVERY (1991)
 AX1255
 AX1255'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX1255'MARK RECOVERED IN POOR CONDITION.
 AX1255
 AX1255                          STATION RECOVERY (1993)
 AX1255
 AX1255'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1255'MARK RECOVERED IN POOR CONDITION.
 AX1255
 AX1255                          STATION RECOVERY (1999)
 AX1255
 AX1255'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1255'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0614 ***********************************************************************
 AX0614  DESIGNATION -  E 331
 AX0614  PID         -  AX0614
 AX0614  STATE/COUNTY-  TX/LAVACA
 AX0614  USGS QUAD   -  SPEAKS (1981)
 AX0614
 AX0614                         *CURRENT SURVEY CONTROL
 AX0614  ___________________________________________________________________
 AX0614* NAD 83(1986)-  29 18 58.     (N)    096 41 49.     (W)     SCALED    
 AX0614* NAVD 88     -        47.52   (+/-2cm)     155.9    (feet)  VERTCON   
 AX0614  ___________________________________________________________________
 AX0614  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0614
 AX0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0614
 AX0614.The horizontal coordinates were scaled from a topographic map and have
 AX0614.an estimated accuracy of +/- 6 seconds.
 AX0614
 AX0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0614.The vertical order pertains to the NGVD 29 superseded value.
 AX0614
 AX0614.The geoid height was determined by GEOID03.
 AX0614
 AX0614;                    North         East    Units  Estimated Accuracy
 AX0614;SPC TXSC     - 4,166,530.      823,680.      MT  (+/- 180 meters Scaled)
 AX0614
 AX0614                          SUPERSEDED SURVEY CONTROL
 AX0614
 AX0614  NGVD 29 (??/??/92)   47.521  (m)          155.91   (f) ADJ UNCH    2 0
 AX0614
 AX0614.Superseded values are not recommended for survey control.
 AX0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0614.See file dsdata.txt to determine how the superseded data were derived.
 AX0614
 AX0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT236452(NAD 83)
 AX0614_MARKER: DB = BENCH MARK DISK
 AX0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0614_STAMPING: E 331 1935
 AX0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0614+STABILITY: SURFACE MOTION
 AX0614
 AX0614  HISTORY     - Date     Condition        Report By
 AX0614  HISTORY     - 1935     MONUMENTED       CGS
 AX0614  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0614
 AX0614                          STATION DESCRIPTION
 AX0614
 AX0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0614'4.2 MI NW FROM SPEAKS.
 AX0614'4.2 MILES NW OF AND ALONG THE ROAD TO HALLETTSVILLE.  40 FEET E OF
 AX0614'CENTER OF ROAD AT POINT WHERE E AND W FENCE LINE INTERSECTS R/W FENCE.
 AX0614'200 YARDS S OF LARGE FARMHOUSE AND WINDMILL ON W SIDE OF ROAD.
 AX0614
 AX0614                          STATION RECOVERY (1997)
 AX0614
 AX0614'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0615 ***********************************************************************
 AX0615  DESIGNATION -  E 331 RESET 1953
 AX0615  PID         -  AX0615
 AX0615  STATE/COUNTY-  TX/LAVACA
 AX0615  USGS QUAD   -  SPEAKS (1981)
 AX0615
 AX0615                         *CURRENT SURVEY CONTROL
 AX0615  ___________________________________________________________________
 AX0615* NAD 83(1986)-  29 18 58.     (N)    096 41 49.     (W)     SCALED    
 AX0615* NAVD 88     -        47.495  (meters)     155.82   (feet)  ADJUSTED  
 AX0615  ___________________________________________________________________
 AX0615  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0615  DYNAMIC HT  -          47.428 (meters)     155.60  (feet)  COMP
 AX0615  MODELED GRAV-     979,238.4   (mgal)                       NAVD 88
 AX0615
 AX0615  VERT ORDER  -  FIRST     CLASS I
 AX0615
 AX0615.The horizontal coordinates were scaled from a topographic map and have
 AX0615.an estimated accuracy of +/- 6 seconds.
 AX0615
 AX0615.The orthometric height was determined by differential leveling
 AX0615.and adjusted by the National Geodetic Survey in June 1991..
 AX0615
 AX0615.The geoid height was determined by GEOID03.
 AX0615
 AX0615.The dynamic height is computed by dividing the NAVD 88
 AX0615.geopotential number by the normal gravity value computed on the
 AX0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0615.degrees latitude (g = 980.6199 gals.).
 AX0615
 AX0615.The modeled gravity was interpolated from observed gravity values.
 AX0615
 AX0615;                    North         East    Units  Estimated Accuracy
 AX0615;SPC TXSC     - 4,166,530.      823,680.      MT  (+/- 180 meters Scaled)
 AX0615
 AX0615                          SUPERSEDED SURVEY CONTROL
 AX0615
 AX0615  NGVD 29 (??/??/92)   47.490  (m)          155.81   (f) ADJ UNCH    1 1
 AX0615
 AX0615.Superseded values are not recommended for survey control.
 AX0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0615.See file dsdata.txt to determine how the superseded data were derived.
 AX0615
 AX0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT236452(NAD 83)
 AX0615_MARKER: DB = BENCH MARK DISK
 AX0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0615_STAMPING: E 331 RESET 1953
 AX0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0615+STABILITY: SURFACE MOTION
 AX0615
 AX0615  HISTORY     - Date     Condition        Report By
 AX0615  HISTORY     - 1953     MONUMENTED       CGS
 AX0615  HISTORY     - 1972     GOOD             NGS
 AX0615  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0615
 AX0615                          STATION DESCRIPTION
 AX0615
 AX0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0615'4.2 MI N FROM SPEAKS.
 AX0615'ABOUT 4.2 MILES NORTH ALONG FARM ROAD NO. 530 FROM THE POST OFFICE AND
 AX0615'GENERAL STORE AT SPEAKS, 0.3 MILE SOUTH OF THE JUNCTION OF FARM ROAD
 AX0615'2437, 147.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FENCE AROUND
 AX0615'THE BRIGHT CEMETERY, 43.3 FEET EAST OF THE CENTER LINE OF FARM ROAD
 AX0615'530, 5 FEET SOUTH OF A T FENCE LINE JUNCTION, 3 FEET SOUTH OF A 7 INCH
 AX0615'SQUARE CONCRETE POST IN THE NORTH-SOUTH FENCE LINE, 0.5 FOOT EAST OF
 AX0615'THE RIGHT-OF-WAY FENCE LINE, 1 FOOT EAST OF A METAL WITNESS POST, 2
 AX0615'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AX0615'FLUSH WITH THE LEVEL OF THE GROUND.
 AX0615
 AX0615                          STATION RECOVERY (1997)
 AX0615
 AX0615'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1005 ***********************************************************************
 AN1005  DESIGNATION -  E 332
 AN1005  PID         -  AN1005
 AN1005  STATE/COUNTY-  TX/VICTORIA
 AN1005  USGS QUAD   -  FANNIN (1987)
 AN1005
 AN1005                         *CURRENT SURVEY CONTROL
 AN1005  ___________________________________________________________________
 AN1005* NAD 83(1986)-  28 44 34.     (N)    097 07 35.     (W)     SCALED    
 AN1005* NAVD 88     -        30.91   (+/-2cm)     101.4    (feet)  VERTCON   
 AN1005  ___________________________________________________________________
 AN1005  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN1005
 AN1005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1005
 AN1005.The horizontal coordinates were scaled from a topographic map and have
 AN1005.an estimated accuracy of +/- 6 seconds.
 AN1005
 AN1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1005.The vertical order pertains to the NGVD 29 superseded value.
 AN1005
 AN1005.The geoid height was determined by GEOID03.
 AN1005
 AN1005;                    North         East    Units  Estimated Accuracy
 AN1005;SPC TXSC     - 4,102,260.      782,990.      MT  (+/- 180 meters Scaled)
 AN1005
 AN1005                          SUPERSEDED SURVEY CONTROL
 AN1005
 AN1005  NGVD 29 (??/??/92)   30.994  (m)          101.69   (f) ADJ UNCH    2 0
 AN1005
 AN1005.Superseded values are not recommended for survey control.
 AN1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1005.See file dsdata.txt to determine how the superseded data were derived.
 AN1005
 AN1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS829809(NAD 83)
 AN1005_MARKER: DB = BENCH MARK DISK
 AN1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1005_STAMPING: E 332 1935
 AN1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1005+STABILITY: SURFACE MOTION
 AN1005
 AN1005  HISTORY     - Date     Condition        Report By
 AN1005  HISTORY     - 1935     MONUMENTED       CGS
 AN1005  HISTORY     - 1960     GOOD             USGS
 AN1005
 AN1005                          STATION DESCRIPTION
 AN1005
 AN1005'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AN1005'7.9 MI SW FROM VICTORIA.
 AN1005'7.9 MILES SW ALONG TEXAS AND NEW ORLEANS RR FROM CITY HALL AT
 AN1005'VICTORIA.  100 FT. NW OF RR., 33 FT. SOUTH OF WHITE SHED, 55 FT. EAST
 AN1005'OF FOUNDATION OF ABANDONED CHEMICAL PLANT, 18 FT NORTH OF LARGO POST
 AN1005'OAK TREE.  SET IN CONCRETE POST.  A C AND GS STANDARD DISK.  STAMPED E
 AN1005'332 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0135 ***********************************************************************
 AX0135  DESIGNATION -  E 333
 AX0135  PID         -  AX0135
 AX0135  STATE/COUNTY-  TX/COLORADO
 AX0135  USGS QUAD   -  ALLEYTON (1981)
 AX0135
 AX0135                         *CURRENT SURVEY CONTROL
 AX0135  ___________________________________________________________________
 AX0135* NAD 83(1986)-  29 39 13.     (N)    096 24 06.     (W)     SCALED    
 AX0135* NAVD 88     -        68.55   (+/-2cm)     224.9    (feet)  VERTCON   
 AX0135  ___________________________________________________________________
 AX0135  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0135
 AX0135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0135
 AX0135.The horizontal coordinates were scaled from a topographic map and have
 AX0135.an estimated accuracy of +/- 6 seconds.
 AX0135
 AX0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0135.The vertical order pertains to the NGVD 29 superseded value.
 AX0135
 AX0135.The geoid height was determined by GEOID03.
 AX0135
 AX0135;                    North         East    Units  Estimated Accuracy
 AX0135;SPC TXSC     - 4,204,530.      851,520.      MT  (+/- 180 meters Scaled)
 AX0135
 AX0135                          SUPERSEDED SURVEY CONTROL
 AX0135
 AX0135  NGVD 29 (??/??/92)   68.532  (m)          224.84   (f) ADJ UNCH    2 0
 AX0135
 AX0135.Superseded values are not recommended for survey control.
 AX0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0135.See file dsdata.txt to determine how the superseded data were derived.
 AX0135
 AX0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT515832(NAD 83)
 AX0135_MARKER: DB = BENCH MARK DISK
 AX0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0135_STAMPING: E 333 1935
 AX0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0135+STABILITY: SURFACE MOTION
 AX0135
 AX0135  HISTORY     - Date     Condition        Report By
 AX0135  HISTORY     - 1935     MONUMENTED       CGS
 AX0135  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0135
 AX0135                          STATION DESCRIPTION
 AX0135
 AX0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0135'6.0 MI NW FROM EAGLE LAKE.
 AX0135'6.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AX0135'STATION AT EAGLE LAKE, COLORADO COUNTY, 0.2 MILE NORTHWEST OF THE
 AX0135'STATION AT RAMSEY, AT A DIRT-ROAD CROSSING, 38 FEET EAST OF THE
 AX0135'CENTERLINE OF THE DIRT ROAD, 40 FEET SOUTHWEST OF THE CENTERLINE OF
 AX0135'THE TRACK, IN LINE WITH CATTLE GUARD 74 A, AND NEAR THE RIGHT-OF-WAY
 AX0135'FENCE.  A STANDARD DISK, STAMPED E 333 1935 AND SET IN THE TOP OF A
 AX0135'CONCRETE POST.
 AX0135
 AX0135                          STATION RECOVERY (1987)
 AX0135
 AX0135'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0054 ***********************************************************************
 AO0054  DESIGNATION -  E 335
 AO0054  PID         -  AO0054
 AO0054  STATE/COUNTY-  TX/JIM WELLS
 AO0054  USGS QUAD   -  MIDWAY (1963)
 AO0054
 AO0054                         *CURRENT SURVEY CONTROL
 AO0054  ___________________________________________________________________
 AO0054* NAD 83(1986)-  28 03 27.     (N)    098 05 49.     (W)     SCALED    
 AO0054* NAVD 88     -        66.959  (meters)     219.68   (feet)  POSTED    
 AO0054  ___________________________________________________________________
 AO0054  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AO0054  DYNAMIC HT  -          66.860 (meters)     219.36  (feet)  COMP
 AO0054  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 AO0054
 AO0054  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AO0054
 AO0054.The horizontal coordinates were scaled from a topographic map and have
 AO0054.an estimated accuracy of +/- 6 seconds.
 AO0054
 AO0054.The orthometric height was determined by differential leveling
 AO0054.and adjusted by the National Geodetic Survey in 1992..
 AO0054.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AO0054.rate of 2.1 thru 3.0 mm/km.
 AO0054
 AO0054.The geoid height was determined by GEOID03.
 AO0054
 AO0054.The dynamic height is computed by dividing the NAVD 88
 AO0054.geopotential number by the normal gravity value computed on the
 AO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0054.degrees latitude (g = 980.6199 gals.).
 AO0054
 AO0054.The modeled gravity was interpolated from observed gravity values.
 AO0054
 AO0054;                    North         East    Units  Estimated Accuracy
 AO0054;SPC TX S     - 5,264,960.      339,630.      MT  (+/- 180 meters Scaled)
 AO0054
 AO0054                          SUPERSEDED SURVEY CONTROL
 AO0054
 AO0054  NGVD 29 (??/??/92)   66.988  (m)          219.78   (f) ADJ UNCH    2 0
 AO0054
 AO0054.Superseded values are not recommended for survey control.
 AO0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0054.See file dsdata.txt to determine how the superseded data were derived.
 AO0054
 AO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS887039(NAD 83)
 AO0054_MARKER: DB = BENCH MARK DISK
 AO0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0054_STAMPING: E-335 1935
 AO0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0054+STABILITY: SURFACE MOTION
 AO0054
 AO0054  HISTORY     - Date     Condition        Report By
 AO0054  HISTORY     - 1935     MONUMENTED       CGS
 AO0054  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AO0054
 AO0054                          STATION DESCRIPTION
 AO0054
 AO0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0054'19.3 MI S FROM GEORGE WEST.
 AO0054'19.3 MILES SOUTH OF AND ALONG STATE HIGHWAY 66.  51 FEET EAST OF
 AO0054'CENTER LINE OF HIGHWAY.  230 YDS. SOUTH OF SOUTH END OF BRIDGE OVER
 AO0054'LEGARTO CREEK.  3 FEET SOUTH OF COUNTY LINE POST.  3 FEET EAST OF
 AO0054'RIGHT OF WAY FENCE.
 AO0054
 AO0054                          STATION RECOVERY (1990)
 AO0054
 AO0054'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AO0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0528 ***********************************************************************
 BY0528  DESIGNATION -  E 336
 BY0528  PID         -  BY0528
 BY0528  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0528  USGS QUAD   -  VEACH (1984)
 BY0528
 BY0528                         *CURRENT SURVEY CONTROL
 BY0528  ___________________________________________________________________
 BY0528* NAD 83(1986)-  31 12 08.     (N)    094 14 18.     (W)     SCALED    
 BY0528* NAVD 88     -        61.27   (+/-2cm)     201.0    (feet)  VERTCON   
 BY0528  ___________________________________________________________________
 BY0528  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BY0528
 BY0528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0528
 BY0528.The horizontal coordinates were scaled from a topographic map and have
 BY0528.an estimated accuracy of +/- 6 seconds.
 BY0528
 BY0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0528.The vertical order pertains to the NGVD 29 superseded value.
 BY0528
 BY0528.The geoid height was determined by GEOID03.
 BY0528
 BY0528;                    North         East    Units  Estimated Accuracy
 BY0528;SPC TX C     - 3,186,130.    1,280,510.      MT  (+/- 180 meters Scaled)
 BY0528
 BY0528                          SUPERSEDED SURVEY CONTROL
 BY0528
 BY0528  NGVD 29 (??/??/92)   61.290  (m)          201.08   (f) ADJ UNCH    2 0
 BY0528
 BY0528.Superseded values are not recommended for survey control.
 BY0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0528.See file dsdata.txt to determine how the superseded data were derived.
 BY0528
 BY0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ820526(NAD 83)
 BY0528_MARKER: DB = BENCH MARK DISK
 BY0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0528_STAMPING: E 336 1952
 BY0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0528+STABILITY: SURFACE MOTION
 BY0528
 BY0528  HISTORY     - Date     Condition        Report By
 BY0528  HISTORY     - 1952     MONUMENTED       CGS
 BY0528
 BY0528                          STATION DESCRIPTION
 BY0528
 BY0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0528'14.15 MI SE FROM ZAVALLA.
 BY0528'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0528'ZAVALLA, THENCE 3.95 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 0.35
 BY0528'MILE EAST OF THE JUNCTION WITH A GRADED DIRT ROAD LEADING NORTH, 321
 BY0528'FEET NORTH OF THE NORTHWEST CORNER OF THE A.W. LOFTON FARMHOUSE, 184
 BY0528'FEET NORTHEAST OF A FENCE, 102 FEET EAST OF A 10 INCH OAK TREE, 23
 BY0528'FEET EAST OF A POWER POLE, 47 FEET NORTH OF THE CENTER LINE OF THE
 BY0528'ROAD, 1.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0528'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0446 ***********************************************************************
 BY0446  DESIGNATION -  E 337
 BY0446  PID         -  BY0446
 BY0446  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0446  USGS QUAD   -  BRONSON (1984)
 BY0446
 BY0446                         *CURRENT SURVEY CONTROL
 BY0446  ___________________________________________________________________
 BY0446* NAD 83(1986)-  31 17 42.     (N)    094 02 16.     (W)     SCALED    
 BY0446* NAVD 88     -        90.49   (+/-2cm)     296.9    (feet)  VERTCON   
 BY0446  ___________________________________________________________________
 BY0446  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0446
 BY0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0446
 BY0446.The horizontal coordinates were scaled from a topographic map and have
 BY0446.an estimated accuracy of +/- 6 seconds.
 BY0446
 BY0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0446.The vertical order pertains to the NGVD 29 superseded value.
 BY0446
 BY0446.The geoid height was determined by GEOID03.
 BY0446
 BY0446;                    North         East    Units  Estimated Accuracy
 BY0446;SPC TX C     - 3,197,470.    1,299,010.      MT  (+/- 180 meters Scaled)
 BY0446
 BY0446                          SUPERSEDED SURVEY CONTROL
 BY0446
 BY0446  NGVD 29 (??/??/92)   90.506  (m)          296.94   (f) ADJ UNCH    2 0
 BY0446
 BY0446.Superseded values are not recommended for survey control.
 BY0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0446.See file dsdata.txt to determine how the superseded data were derived.
 BY0446
 BY0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ012627(NAD 83)
 BY0446_MARKER: DB = BENCH MARK DISK
 BY0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0446_STAMPING: E 337 1952
 BY0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0446+STABILITY: SURFACE MOTION
 BY0446
 BY0446  HISTORY     - Date     Condition        Report By
 BY0446  HISTORY     - 1952     MONUMENTED       CGS
 BY0446
 BY0446                          STATION DESCRIPTION
 BY0446
 BY0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0446'6.55 MI W FROM PINELAND.
 BY0446'0.15 MILE SOUTH ALONG FARM ROADS 1 AND 83 FROM THE HIGH SCHOOL AT
 BY0446'PINELAND, THENCE 0.9 MILE WEST ALONG FARM ROAD 83, THENCE 2.5 MILES
 BY0446'NORTH ALONG U.S. HIGHWAY 96, THENCE 0.95 MILE NORTHWEST ALONG A GRADED
 BY0446'DIRT ROAD, THENCE 0.25 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.8
 BY0446'MILES WEST ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH A DIM WOODS
 BY0446'ROAD LEADING SOUTH, 51 FEET SOUTH OF THE CENTER LINE OF THE GRADED
 BY0446'DIRT ROAD, 13 FEET WEST OF THE CENTER LINE OF THE WOODS ROAD, 13.4
 BY0446'FEET SOUTHEAST OF AN 18 INCH OAK TREE, 1.7 FEET WEST OF A WITNESS
 BY0446'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BY0446'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0305 ***********************************************************************
 GK0305  DESIGNATION -  E 338
 GK0305  PID         -  GK0305
 GK0305  STATE/COUNTY-  TX/HANSFORD
 GK0305  USGS QUAD   -  GRUVER (1973)
 GK0305
 GK0305                         *CURRENT SURVEY CONTROL
 GK0305  ___________________________________________________________________
 GK0305* NAD 83(1986)-  36 16 10.     (N)    101 26 35.     (W)     SCALED    
 GK0305* NAVD 88     -       973.223  (meters)    3192.98   (feet)  ADJUSTED  
 GK0305  ___________________________________________________________________
 GK0305  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 GK0305  DYNAMIC HT  -         972.169 (meters)    3189.52  (feet)  COMP
 GK0305  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 GK0305
 GK0305  VERT ORDER  -  SECOND    CLASS 0
 GK0305
 GK0305.The horizontal coordinates were scaled from a topographic map and have
 GK0305.an estimated accuracy of +/- 6 seconds.
 GK0305
 GK0305.The orthometric height was determined by differential leveling
 GK0305.and adjusted by the National Geodetic Survey in June 1991..
 GK0305
 GK0305.The geoid height was determined by GEOID03.
 GK0305
 GK0305.The dynamic height is computed by dividing the NAVD 88
 GK0305.geopotential number by the normal gravity value computed on the
 GK0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0305.degrees latitude (g = 980.6199 gals.).
 GK0305
 GK0305.The modeled gravity was interpolated from observed gravity values.
 GK0305
 GK0305;                    North         East    Units  Estimated Accuracy
 GK0305;SPC TX N     - 1,251,780.      205,120.      MT  (+/- 180 meters Scaled)
 GK0305
 GK0305                          SUPERSEDED SURVEY CONTROL
 GK0305
 GK0305  NGVD 29 (??/??/92)  972.768  (m)         3191.49   (f) ADJ UNCH    2 0
 GK0305
 GK0305.Superseded values are not recommended for survey control.
 GK0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0305.See file dsdata.txt to determine how the superseded data were derived.
 GK0305
 GK0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF805166(NAD 83)
 GK0305_MARKER: DB = BENCH MARK DISK
 GK0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0305_STAMPING: E 338 1952
 GK0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0305+STABILITY: SURFACE MOTION
 GK0305
 GK0305  HISTORY     - Date     Condition        Report By
 GK0305  HISTORY     - 1952     MONUMENTED       CGS
 GK0305
 GK0305                          STATION DESCRIPTION
 GK0305
 GK0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0305'2.35 MI W FROM GRUVER.
 GK0305'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0305'THENCE 2.0 MILES WEST ALONG FARM ROAD 289, 53 FEET EAST OF THE CENTER
 GK0305'LINE OF A ROAD LEADING SOUTH, 85 FEET NORTHEAST OF THE CENTER LINE OF
 GK0305'THE FARM ROAD, 1.4 FEET SOUTHWEST OF FENCE, 2 FEET NORTHWEST OF
 GK0305'WITNESS POST, 111 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 GK0305'LEADING NORTH, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GK0305'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0111 ***********************************************************************
 GL0111  DESIGNATION -  E 339
 GL0111  PID         -  GL0111
 GL0111  STATE/COUNTY-  TX/DALLAM
 GL0111  USGS QUAD   -  WILCO NE (1965)
 GL0111
 GL0111                         *CURRENT SURVEY CONTROL
 GL0111  ___________________________________________________________________
 GL0111* NAD 83(1986)-  36 09 11.     (N)    102 15 31.     (W)     SCALED    
 GL0111* NAVD 88     -      1176.292  (meters)    3859.22   (feet)  ADJUSTED  
 GL0111  ___________________________________________________________________
 GL0111  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 GL0111  DYNAMIC HT  -        1174.955 (meters)    3854.83  (feet)  COMP
 GL0111  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 GL0111
 GL0111  VERT ORDER  -  SECOND    CLASS 0
 GL0111
 GL0111.The horizontal coordinates were scaled from a topographic map and have
 GL0111.an estimated accuracy of +/- 6 seconds.
 GL0111
 GL0111.The orthometric height was determined by differential leveling
 GL0111.and adjusted by the National Geodetic Survey in June 1991..
 GL0111
 GL0111.The geoid height was determined by GEOID03.
 GL0111
 GL0111.The dynamic height is computed by dividing the NAVD 88
 GL0111.geopotential number by the normal gravity value computed on the
 GL0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0111.degrees latitude (g = 980.6199 gals.).
 GL0111
 GL0111.The modeled gravity was interpolated from observed gravity values.
 GL0111
 GL0111;                    North         East    Units  Estimated Accuracy
 GL0111;SPC TX N     - 1,239,120.      131,730.      MT  (+/- 180 meters Scaled)
 GL0111
 GL0111                          SUPERSEDED SURVEY CONTROL
 GL0111
 GL0111.No superseded survey control is available for this station.
 GL0111
 GL0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA466044(NAD 83)
 GL0111_MARKER: DB = BENCH MARK DISK
 GL0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0111_STAMPING: E 339 1952
 GL0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0111+STABILITY: SURFACE MOTION
 GL0111
 GL0111  HISTORY     - Date     Condition        Report By
 GL0111  HISTORY     - 1952     MONUMENTED       CGS
 GL0111  HISTORY     - 1972     GOOD             NGS
 GL0111
 GL0111                          STATION DESCRIPTION
 GL0111
 GL0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 GL0111'6.2 MI SW FROM CONLEN.
 GL0111'FROM THE INTERSECTION OF U.S. HIGHWAY 54 AND FARM ROAD 807 IN CONLEN,
 GL0111'GO SOUTH ON FARM ROAD 807 FOR 5.2 MILES TO CROSSROADS.  TURN RIGHT AND
 GL0111'GO WEST ON NEW FARM TO MARKET ROAD FOR 1.0 MILE TO CROSSROADS AND MARK
 GL0111'ON THE LEFT IN SOUTHWEST ANGLE FORMED BY CROSSROADS.  A STANDARD DISK,
 GL0111'SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES
 GL0111'AND IS STAMPED E 339 1952.  IT IS 59 FEET SOUTH OF THE CENTER OF ROAD,
 GL0111'16 FEET WEST OF THE CENTER OF FIELD ROAD, 9 FEET SOUTH OF A
 GL0111'FENCE-CORNER, 9 FEET SOUTH OF A BURIED PIPELINE CAUTION SIGN POST, 2
 GL0111'FEET NORTH OF POST AND WITNESS SIGN AND 0.6 FEET EAST OF FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0228 ***********************************************************************
 CA0228  DESIGNATION -  E 340
 CA0228  PID         -  CA0228
 CA0228  STATE/COUNTY-  TX/SAN SABA
 CA0228  USGS QUAD   -  BEAR HOLLOW (1959)
 CA0228
 CA0228                         *CURRENT SURVEY CONTROL
 CA0228  ___________________________________________________________________
 CA0228* NAD 83(1986)-  31 07 07.     (N)    098 44 32.     (W)     SCALED    
 CA0228* NAVD 88     -       447.354  (meters)    1467.69   (feet)  ADJUSTED  
 CA0228  ___________________________________________________________________
 CA0228  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CA0228  DYNAMIC HT  -         446.758 (meters)    1465.74  (feet)  COMP
 CA0228  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 CA0228
 CA0228  VERT ORDER  -  SECOND    CLASS 0
 CA0228
 CA0228.The horizontal coordinates were scaled from a topographic map and have
 CA0228.an estimated accuracy of +/- 6 seconds.
 CA0228
 CA0228.The orthometric height was determined by differential leveling
 CA0228.and adjusted by the National Geodetic Survey in June 1991..
 CA0228
 CA0228.The geoid height was determined by GEOID03.
 CA0228
 CA0228.The dynamic height is computed by dividing the NAVD 88
 CA0228.geopotential number by the normal gravity value computed on the
 CA0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0228.degrees latitude (g = 980.6199 gals.).
 CA0228
 CA0228.The modeled gravity was interpolated from observed gravity values.
 CA0228
 CA0228;                    North         East    Units  Estimated Accuracy
 CA0228;SPC TX C     - 3,162,040.      851,750.      MT  (+/- 180 meters Scaled)
 CA0228
 CA0228                          SUPERSEDED SURVEY CONTROL
 CA0228
 CA0228  NGVD 29 (??/??/92)  447.292  (m)         1467.49   (f) ADJ UNCH    2 0
 CA0228
 CA0228.Superseded values are not recommended for survey control.
 CA0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0228.See file dsdata.txt to determine how the superseded data were derived.
 CA0228
 CA0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV245427(NAD 83)
 CA0228_MARKER: DB = BENCH MARK DISK
 CA0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0228_STAMPING: E 340 1935
 CA0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0228+STABILITY: SURFACE MOTION
 CA0228
 CA0228  HISTORY     - Date     Condition        Report By
 CA0228  HISTORY     - 1935     MONUMENTED       CGS
 CA0228  HISTORY     - 1955     GOOD             USGS
 CA0228
 CA0228                          STATION DESCRIPTION
 CA0228
 CA0228'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0228'5.5 MI S FROM SAN SABA.
 CA0228'SAN SABA, 5.5 MI. SOUTH OF COURTHOUSE ALONG STATE HWY 16.  NEAR SOUTH
 CA0228'END OF CURVE.  166 FT. WEST AND LOWER THAN CENTERLINE HWY.  ON TOP OF
 CA0228'SMALL GRANITE OUTCROP, A STANDARD DISK STAMPED E 340 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0006 ***********************************************************************
 AO0006  DESIGNATION -  E 342
 AO0006  PID         -  AO0006
 AO0006  STATE/COUNTY-  TX/WILSON
 AO0006  USGS QUAD   -  THREE OAKS (1961)
 AO0006
 AO0006                         *CURRENT SURVEY CONTROL
 AO0006  ___________________________________________________________________
 AO0006* NAD 83(1986)-  28 59 34.     (N)    098 13 34.     (W)     SCALED    
 AO0006* NAVD 88     -       110.823  (meters)     363.59   (feet)  ADJUSTED  
 AO0006  ___________________________________________________________________
 AO0006  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AO0006  DYNAMIC HT  -         110.664 (meters)     363.07  (feet)  COMP
 AO0006  MODELED GRAV-     979,208.9   (mgal)                       NAVD 88
 AO0006
 AO0006  VERT ORDER  -  SECOND    CLASS 0
 AO0006
 AO0006.The horizontal coordinates were scaled from a topographic map and have
 AO0006.an estimated accuracy of +/- 6 seconds.
 AO0006
 AO0006.The orthometric height was determined by differential leveling
 AO0006.and adjusted by the National Geodetic Survey in June 1991..
 AO0006
 AO0006.The geoid height was determined by GEOID03.
 AO0006
 AO0006.The dynamic height is computed by dividing the NAVD 88
 AO0006.geopotential number by the normal gravity value computed on the
 AO0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0006.degrees latitude (g = 980.6199 gals.).
 AO0006
 AO0006.The modeled gravity was interpolated from observed gravity values.
 AO0006
 AO0006;                    North         East    Units  Estimated Accuracy
 AO0006;SPC TXSC     - 4,128,750.      675,400.      MT  (+/- 180 meters Scaled)
 AO0006
 AO0006                          SUPERSEDED SURVEY CONTROL
 AO0006
 AO0006  NGVD 29 (??/??/92)  110.768  (m)          363.41   (f) ADJ UNCH    2 0
 AO0006
 AO0006.Superseded values are not recommended for survey control.
 AO0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0006.See file dsdata.txt to determine how the superseded data were derived.
 AO0006
 AO0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT753074(NAD 83)
 AO0006_MARKER: DB = BENCH MARK DISK
 AO0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0006_STAMPING: E 342 1935
 AO0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0006+STABILITY: SURFACE MOTION
 AO0006
 AO0006  HISTORY     - Date     Condition        Report By
 AO0006  HISTORY     - 1935     MONUMENTED       CGS
 AO0006
 AO0006                          STATION DESCRIPTION
 AO0006
 AO0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0006'10.6 MI SW FROM POTH.
 AO0006'10.6 MILES SW OF AND ALONG THE MCCOY ROAD AT THE INTERSECTION OF THE
 AO0006'MCCOY ROAD WITH THE FLORESVILLE ROAD.  8 YARDS SW CENTER OF
 AO0006'FLORESVILLE ROAD.  20 YARDS NW OF CENTER OF MCCOY ROAD.  1 YARD SW OF
 AO0006'R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0008 ***********************************************************************
 AO0008  DESIGNATION -  E 342 RESET 2 1959
 AO0008  PID         -  AO0008
 AO0008  STATE/COUNTY-  TX/WILSON
 AO0008  USGS QUAD   -  THREE OAKS (1961)
 AO0008
 AO0008                         *CURRENT SURVEY CONTROL
 AO0008  ___________________________________________________________________
 AO0008* NAD 83(1986)-  28 59 34.     (N)    098 13 34.     (W)     SCALED    
 AO0008* NAVD 88     -       109.89   (+/-2cm)     360.5    (feet)  VERTCON   
 AO0008  ___________________________________________________________________
 AO0008  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AO0008
 AO0008  VERT ORDER  -  THIRD (See Below)
 AO0008
 AO0008.The horizontal coordinates were scaled from a topographic map and have
 AO0008.an estimated accuracy of +/- 6 seconds.
 AO0008
 AO0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0008.The vertical order pertains to the NGVD 29 superseded value.
 AO0008
 AO0008.The geoid height was determined by GEOID03.
 AO0008
 AO0008;                    North         East    Units  Estimated Accuracy
 AO0008;SPC TXSC     - 4,128,750.      675,400.      MT  (+/- 180 meters Scaled)
 AO0008
 AO0008                          SUPERSEDED SURVEY CONTROL
 AO0008
 AO0008  NGVD 29 (??/??/??)  109.84   (m)          360.4    (f) RESET       3  
 AO0008
 AO0008.Superseded values are not recommended for survey control.
 AO0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0008.See file dsdata.txt to determine how the superseded data were derived.
 AO0008
 AO0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT753074(NAD 83)
 AO0008_MARKER: DB = BENCH MARK DISK
 AO0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0008_SP_SET: MONUMENT
 AO0008_STAMPING: E 342 RESET 2 1959
 AO0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0008
 AO0008  HISTORY     - Date     Condition        Report By
 AO0008  HISTORY     - 1959     MONUMENTED       CGS
 AO0008
 AO0008                          STATION DESCRIPTION
 AO0008
 AO0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AO0008'10.6 MI SW FROM POTH.
 AO0008'ABOUT 10.6 MILES SOUTHWEST FROM POTH ALONG FM HIGHWAY NO. 541 AND AT
 AO0008'THE NORTH POINT OF THE INTERSECTION WITH FM HIGHWAY NO. 2505.  IT IS A
 AO0008'STANDARD DISK STAMPED E 342 RESET 2 1959 IN A CONCRETE POST PROJECTING
 AO0008'4 INCHES, AT THE NORTHWEST END OF THE FLARE FENCE, 1 FOOT EAST OF THE
 AO0008'EAST FENCE OF 2505 AND 15 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY.
 AO0008'IT IS 46 YARDS NORTHWEST OF THE CENTERLINE OF FM NO. 541 AND 8 FEET
 AO0008'NORTH OF THE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0031 ***********************************************************************
 AO0031  DESIGNATION -  E 343
 AO0031  PID         -  AO0031
 AO0031  STATE/COUNTY-  TX/ATASCOSA
 AO0031  USGS QUAD   -  MC COY (1985)
 AO0031
 AO0031                         *CURRENT SURVEY CONTROL
 AO0031  ___________________________________________________________________
 AO0031* NAD 83(1986)-  28 47 04.     (N)    098 19 11.     (W)     SCALED    
 AO0031* NAVD 88     -        83.401  (meters)     273.62   (feet)  ADJUSTED  
 AO0031  ___________________________________________________________________
 AO0031  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AO0031  DYNAMIC HT  -          83.280 (meters)     273.23  (feet)  COMP
 AO0031  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 AO0031
 AO0031  VERT ORDER  -  SECOND    CLASS 0
 AO0031
 AO0031.The horizontal coordinates were scaled from a topographic map and have
 AO0031.an estimated accuracy of +/- 6 seconds.
 AO0031
 AO0031.The orthometric height was determined by differential leveling
 AO0031.and adjusted by the National Geodetic Survey in June 1991..
 AO0031
 AO0031.The geoid height was determined by GEOID03.
 AO0031
 AO0031.The dynamic height is computed by dividing the NAVD 88
 AO0031.geopotential number by the normal gravity value computed on the
 AO0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0031.degrees latitude (g = 980.6199 gals.).
 AO0031
 AO0031.The modeled gravity was interpolated from observed gravity values.
 AO0031
 AO0031;                    North         East    Units  Estimated Accuracy
 AO0031;SPC TXSC     - 4,105,600.      666,420.      MT  (+/- 180 meters Scaled)
 AO0031
 AO0031                          SUPERSEDED SURVEY CONTROL
 AO0031
 AO0031  NGVD 29 (??/??/92)   83.365  (m)          273.51   (f) ADJ UNCH    2 0
 AO0031
 AO0031.Superseded values are not recommended for survey control.
 AO0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0031.See file dsdata.txt to determine how the superseded data were derived.
 AO0031
 AO0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS663842(NAD 83)
 AO0031_MARKER: DB = BENCH MARK DISK
 AO0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0031_SP_SET: PILLOW
 AO0031_STAMPING: E 343 1935
 AO0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0031
 AO0031  HISTORY     - Date     Condition        Report By
 AO0031  HISTORY     - 1935     MONUMENTED       CGS
 AO0031
 AO0031                          STATION DESCRIPTION
 AO0031
 AO0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0031'3.1 MI N FROM CAMPBELLTON.
 AO0031'3.1 MILES N OF AND ALONG THE M P R R SET VERTICALLY IN S CONCRETE
 AO0031'PILLOW OF UNDER PASS.  5 YARDS W OF CENTER OF TRACK.  14 INCHES ABOVE
 AO0031'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0172 ***********************************************************************
 AE0172  DESIGNATION -  E 344
 AE0172  PID         -  AE0172
 AE0172  STATE/COUNTY-  TX/BROOKS
 AE0172  USGS QUAD   -  ENCINO (1982)
 AE0172
 AE0172                         *CURRENT SURVEY CONTROL
 AE0172  ___________________________________________________________________
 AE0172* NAD 83(1986)-  26 59 19.     (N)    098 08 08.     (W)     SCALED    
 AE0172* NAVD 88     -        41.251  (meters)     135.34   (feet)  ADJUSTED  
 AE0172  ___________________________________________________________________
 AE0172  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AE0172  DYNAMIC HT  -          41.185 (meters)     135.12  (feet)  COMP
 AE0172  MODELED GRAV-     979,054.7   (mgal)                       NAVD 88
 AE0172
 AE0172  VERT ORDER  -  SECOND    CLASS 0
 AE0172
 AE0172.The horizontal coordinates were scaled from a topographic map and have
 AE0172.an estimated accuracy of +/- 6 seconds.
 AE0172
 AE0172.The orthometric height was determined by differential leveling
 AE0172.and adjusted by the National Geodetic Survey in June 1991..
 AE0172
 AE0172.The geoid height was determined by GEOID03.
 AE0172
 AE0172.The dynamic height is computed by dividing the NAVD 88
 AE0172.geopotential number by the normal gravity value computed on the
 AE0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0172.degrees latitude (g = 980.6199 gals.).
 AE0172
 AE0172.The modeled gravity was interpolated from observed gravity values.
 AE0172
 AE0172;                    North         East    Units  Estimated Accuracy
 AE0172;SPC TX S     - 5,146,510.      336,170.      MT  (+/- 180 meters Scaled)
 AE0172
 AE0172                          SUPERSEDED SURVEY CONTROL
 AE0172
 AE0172  NGVD 29 (??/??/92)   41.353  (m)          135.67   (f) ADJ UNCH    2 0
 AE0172
 AE0172.Superseded values are not recommended for survey control.
 AE0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0172.See file dsdata.txt to determine how the superseded data were derived.
 AE0172
 AE0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ857854(NAD 83)
 AE0172_MARKER: DD = SURVEY DISK
 AE0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0172_STAMPING: E 344 1935
 AE0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0172+STABILITY: SURFACE MOTION
 AE0172
 AE0172  HISTORY     - Date     Condition        Report By
 AE0172  HISTORY     - 1935     MONUMENTED       CGS
 AE0172  HISTORY     - 1963     GOOD             NGS
 AE0172
 AE0172                          STATION DESCRIPTION
 AE0172
 AE0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AE0172'3.4 MI N FROM ENCINO.
 AE0172'3.4 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE GRADE SCHOOL AT
 AE0172'ENCINO, BROOKS COUNTY, 101 FEET EAST OF THE CENTER LINE OF THE
 AE0172'HIGHWAY, 380 FEET SOUTH OF A DRIVE-WAY LEADING WEST TO A RANCH, 9 FEET
 AE0172'EAST OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 AE0172'E 344 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOVE
 AE0172'GROUND 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0072 ***********************************************************************
 BY0072  DESIGNATION -  E 345 RESET 1958
 BY0072  PID         -  BY0072
 BY0072  STATE/COUNTY-  TX/SHELBY
 BY0072  USGS QUAD   -  TENAHA EAST (1984)
 BY0072
 BY0072                         *CURRENT SURVEY CONTROL
 BY0072  ___________________________________________________________________
 BY0072* NAD 83(1986)-  31 57 59.     (N)    094 07 46.     (W)     SCALED    
 BY0072* NAVD 88     -        78.70   (+/-2cm)     258.2    (feet)  VERTCON   
 BY0072  ___________________________________________________________________
 BY0072  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BY0072
 BY0072  VERT ORDER  -  THIRD (See Below)
 BY0072
 BY0072.The horizontal coordinates were scaled from a topographic map and have
 BY0072.an estimated accuracy of +/- 6 seconds.
 BY0072
 BY0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0072.The vertical order pertains to the NGVD 29 superseded value.
 BY0072
 BY0072.The geoid height was determined by GEOID03.
 BY0072
 BY0072;                    North         East    Units  Estimated Accuracy
 BY0072;SPC TX C     - 3,271,300.    1,286,150.      MT  (+/- 180 meters Scaled)
 BY0072
 BY0072                          SUPERSEDED SURVEY CONTROL
 BY0072
 BY0072  NGVD 29 (??/??/??)   78.75   (m)          258.4    (f) RESET       3  
 BY0072
 BY0072.Superseded values are not recommended for survey control.
 BY0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0072.See file dsdata.txt to determine how the superseded data were derived.
 BY0072
 BY0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR932372(NAD 83)
 BY0072_MARKER: DB = BENCH MARK DISK
 BY0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0072_STAMPING: E 345 RESET 1958
 BY0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0072+STABILITY: SURFACE MOTION
 BY0072
 BY0072  HISTORY     - Date     Condition        Report By
 BY0072  HISTORY     - 1958     MONUMENTED       CGS
 BY0072  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0072
 BY0072                          STATION DESCRIPTION
 BY0072
 BY0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY0072'4.5 MI W FROM JOAQUIN.
 BY0072'ABOUT 2.6 MILES EAST ALONG U.S. HIGHWAY NO. 84 FROM PAXTON VILLAGE,
 BY0072'4.5 MILES WEST FROM THE MAIN STREET INTERSECTION IN JOAQUIN, IN THE
 BY0072'NORTH RIGHT-OF-WAY LINE OF THE HIGHWAY, 2 FEET NORTH OF A 4 X 4 POST,
 BY0072'IN THE SOUTHWEST CORNER OF A HILLSIDE GARDEN IN THE EAST EDGE OF A
 BY0072'DENSE BRUSH AREA.  IT IS ABOUT 100 YARDS WEST OF A FARM YARD.  A
 BY0072'STANDARD DISK STAMPED E 345 RESET 1958 IN A CONCRETE POST PROJECTING
 BY0072'ABOUT 3 INCHES.
 BY0072
 BY0072                          STATION RECOVERY (1979)
 BY0072
 BY0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1447 ***********************************************************************
 FL1447  DESIGNATION -  E 346
 FL1447  PID         -  FL1447
 FL1447  STATE/COUNTY-  TX/MOORE
 FL1447  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1447
 FL1447                         *CURRENT SURVEY CONTROL
 FL1447  ___________________________________________________________________
 FL1447* NAD 83(1986)-  35 57 43.     (N)    101 39 00.     (W)     SCALED    
 FL1447* NAVD 88     -      1010.123  (meters)    3314.05   (feet)  ADJUSTED  
 FL1447  ___________________________________________________________________
 FL1447  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 FL1447  DYNAMIC HT  -        1008.987 (meters)    3310.32  (feet)  COMP
 FL1447  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 FL1447
 FL1447  VERT ORDER  -  SECOND    CLASS 0
 FL1447
 FL1447.The horizontal coordinates were scaled from a topographic map and have
 FL1447.an estimated accuracy of +/- 6 seconds.
 FL1447
 FL1447.The orthometric height was determined by differential leveling
 FL1447.and adjusted by the National Geodetic Survey in June 1991..
 FL1447
 FL1447.The geoid height was determined by GEOID03.
 FL1447
 FL1447.The dynamic height is computed by dividing the NAVD 88
 FL1447.geopotential number by the normal gravity value computed on the
 FL1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1447.degrees latitude (g = 980.6199 gals.).
 FL1447
 FL1447.The modeled gravity was interpolated from observed gravity values.
 FL1447
 FL1447;                    North         East    Units  Estimated Accuracy
 FL1447;SPC TX N     - 1,217,670.      186,470.      MT  (+/- 180 meters Scaled)
 FL1447
 FL1447                          SUPERSEDED SURVEY CONTROL
 FL1447
 FL1447  NGVD 29 (??/??/92) 1009.625  (m)         3312.41   (f) ADJ UNCH    2 0
 FL1447
 FL1447.Superseded values are not recommended for survey control.
 FL1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1447.See file dsdata.txt to determine how the superseded data were derived.
 FL1447
 FL1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE610829(NAD 83)
 FL1447_MARKER: DB = BENCH MARK DISK
 FL1447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1447_SP_SET: BRIDGE
 FL1447_STAMPING: E 346 1952
 FL1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1447
 FL1447  HISTORY     - Date     Condition        Report By
 FL1447  HISTORY     - 1952     MONUMENTED       CGS
 FL1447
 FL1447                          STATION DESCRIPTION
 FL1447
 FL1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1447'19.8 MI NW FROM STINNETT.
 FL1447'11.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE PUBLIC SCHOOL AT
 FL1447'STINNETT, THENCE 7.9 MILES NORTH ALONG FARM ROAD 1060, 10 FEET WEST OF
 FL1447'THE CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF THE SOUTH END OF
 FL1447'THE WEST CONCRETE BANNISTER OF A CONCRETE BRIDGE OVER A LARGE DRY
 FL1447'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0070 ***********************************************************************
 FM0070  DESIGNATION -  E 347
 FM0070  PID         -  FM0070
 FM0070  STATE/COUNTY-  TX/MOORE
 FM0070  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0070
 FM0070                         *CURRENT SURVEY CONTROL
 FM0070  ___________________________________________________________________
 FM0070* NAD 83(1986)-  35 59 48.     (N)    102 07 24.     (W)     SCALED    
 FM0070* NAVD 88     -      1144.462  (meters)    3754.79   (feet)  ADJUSTED  
 FM0070  ___________________________________________________________________
 FM0070  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 FM0070  DYNAMIC HT  -        1143.144 (meters)    3750.46  (feet)  COMP
 FM0070  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 FM0070
 FM0070  VERT ORDER  -  SECOND    CLASS 0
 FM0070
 FM0070.The horizontal coordinates were scaled from a topographic map and have
 FM0070.an estimated accuracy of +/- 6 seconds.
 FM0070
 FM0070.The orthometric height was determined by differential leveling
 FM0070.and adjusted by the National Geodetic Survey in June 1991..
 FM0070
 FM0070.The geoid height was determined by GEOID03.
 FM0070
 FM0070.The dynamic height is computed by dividing the NAVD 88
 FM0070.geopotential number by the normal gravity value computed on the
 FM0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0070.degrees latitude (g = 980.6199 gals.).
 FM0070
 FM0070.The modeled gravity was interpolated from observed gravity values.
 FM0070
 FM0070;                    North         East    Units  Estimated Accuracy
 FM0070;SPC TX N     - 1,221,690.      143,800.      MT  (+/- 180 meters Scaled)
 FM0070
 FM0070                          SUPERSEDED SURVEY CONTROL
 FM0070
 FM0070  NGVD 29 (??/??/92) 1143.911  (m)         3752.98   (f) ADJ UNCH    2 0
 FM0070
 FM0070.Superseded values are not recommended for survey control.
 FM0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0070.See file dsdata.txt to determine how the superseded data were derived.
 FM0070
 FM0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV593874(NAD 83)
 FM0070_MARKER: DB = BENCH MARK DISK
 FM0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0070_STAMPING: E 347 1952
 FM0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0070+STABILITY: SURFACE MOTION
 FM0070
 FM0070  HISTORY     - Date     Condition        Report By
 FM0070  HISTORY     - 1952     MONUMENTED       CGS
 FM0070
 FM0070                          STATION DESCRIPTION
 FM0070
 FM0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0070'18.0 MI NW FROM DUMAS.
 FM0070'0.5 MILE NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE COURTHOUSE AT
 FM0070'DUMAS, THENCE 7.5 MILES WEST ALONG U.S. HIGHWAY 87, THENCE 7.0 MILES
 FM0070'NORTH ALONGA GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRADED
 FM0070'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A NORTH AND SOUTH FENCE, THENCE
 FM0070'1.0 MILE NORTH ACROSS A CULTIVATED FIELD.  1.0 MILE SOUTH OF A
 FM0070'FARMHOUSE, AT THE SOUTH END OF A PRIVATE TRACK ROAD, 25 FEET WEST OF
 FM0070'THE CENTER LINE OF A TRACK ROAD, 27 FEET NORTH OF A FENCE CORNER, 1
 FM0070'FOOT EAST OF A NORTH AND SOUTH FENCE, 2 FEET SOUTH OF A WITNESS POST,
 FM0070'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 FM0070'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0138 ***********************************************************************
 GL0138  DESIGNATION -  E 348
 GL0138  PID         -  GL0138
 GL0138  STATE/COUNTY-  TX/HARTLEY
 GL0138  USGS QUAD   -  EXUM (1965)
 GL0138
 GL0138                         *CURRENT SURVEY CONTROL
 GL0138  ___________________________________________________________________
 GL0138* NAD 83(1986)-  36 00 13.     (N)    102 14 52.     (W)     SCALED    
 GL0138* NAVD 88     -      1173.112  (meters)    3848.78   (feet)  ADJUSTED  
 GL0138  ___________________________________________________________________
 GL0138  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 GL0138  DYNAMIC HT  -        1171.755 (meters)    3844.33  (feet)  COMP
 GL0138  MODELED GRAV-     979,435.4   (mgal)                       NAVD 88
 GL0138
 GL0138  VERT ORDER  -  SECOND    CLASS 0
 GL0138
 GL0138.The horizontal coordinates were scaled from a topographic map and have
 GL0138.an estimated accuracy of +/- 6 seconds.
 GL0138
 GL0138.The orthometric height was determined by differential leveling
 GL0138.and adjusted by the National Geodetic Survey in June 1991..
 GL0138
 GL0138.The geoid height was determined by GEOID03.
 GL0138
 GL0138.The dynamic height is computed by dividing the NAVD 88
 GL0138.geopotential number by the normal gravity value computed on the
 GL0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0138.degrees latitude (g = 980.6199 gals.).
 GL0138
 GL0138.The modeled gravity was interpolated from observed gravity values.
 GL0138
 GL0138;                    North         East    Units  Estimated Accuracy
 GL0138;SPC TX N     - 1,222,530.      132,580.      MT  (+/- 180 meters Scaled)
 GL0138
 GL0138                          SUPERSEDED SURVEY CONTROL
 GL0138
 GL0138  NGVD 29 (??/??/92) 1172.56   (m)         3847.0    (f) COMPUTED    2 0
 GL0138
 GL0138.Superseded values are not recommended for survey control.
 GL0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0138.See file dsdata.txt to determine how the superseded data were derived.
 GL0138
 GL0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV480878(NAD 83)
 GL0138_MARKER: DB = BENCH MARK DISK
 GL0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0138_STAMPING: E 348 1952
 GL0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0138+STABILITY: SURFACE MOTION
 GL0138
 GL0138  HISTORY     - Date     Condition        Report By
 GL0138  HISTORY     - 1952     MONUMENTED       CGS
 GL0138
 GL0138                          STATION DESCRIPTION
 GL0138
 GL0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0138'18.8 MI NE FROM HARTLEY.
 GL0138'9.2 MILES EAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT HARTLEY,
 GL0138'THENCE 2.0 MILES NORTH ALONG A PRIVATE ROAD, THENCE 1.0 MILE NORTH
 GL0138'ACROSS A CULTIVATED FIELD, THENCE 2.1 MILES NORTH ALONG A NORTH AND
 GL0138'SOUTH FENCE, THENCE 4.5 MILES NORTH ALONG A GRADED DIRT ROAD, 12 FEET
 GL0138'SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST, 32 FEET EAST
 GL0138'OF THE CENTER LINE OF A ROAD LEADING SOUTH, 50 FEET SOUTH OF THE
 GL0138'CENTER LINE OF A PRIVATE ROAD LEADING EAST, 27 FEET SOUTH OF THE SOUTH
 GL0138'END OF A CATTLE GUARD, 1 FOOT EAST OF A NORTH AND SOUTH FENCE, 2 FEET
 GL0138'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0138'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0138 ***********************************************************************
 FM0138  DESIGNATION -  E 349
 FM0138  PID         -  FM0138
 FM0138  STATE/COUNTY-  TX/HARTLEY
 FM0138  USGS QUAD   -  HARTLEY SE (1963)
 FM0138
 FM0138                         *CURRENT SURVEY CONTROL
 FM0138  ___________________________________________________________________
 FM0138* NAD 83(1986)-  35 52 01.     (N)    102 21 02.     (W)     SCALED    
 FM0138* NAVD 88     -      1186.491  (meters)    3892.68   (feet)  ADJUSTED  
 FM0138  ___________________________________________________________________
 FM0138  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 FM0138  DYNAMIC HT  -        1185.095 (meters)    3888.10  (feet)  COMP
 FM0138  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 FM0138
 FM0138  VERT ORDER  -  SECOND    CLASS 0
 FM0138
 FM0138.The horizontal coordinates were scaled from a topographic map and have
 FM0138.an estimated accuracy of +/- 6 seconds.
 FM0138
 FM0138.The orthometric height was determined by differential leveling
 FM0138.and adjusted by the National Geodetic Survey in June 1991..
 FM0138
 FM0138.The geoid height was determined by GEOID03.
 FM0138
 FM0138.The dynamic height is computed by dividing the NAVD 88
 FM0138.geopotential number by the normal gravity value computed on the
 FM0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0138.degrees latitude (g = 980.6199 gals.).
 FM0138
 FM0138.The modeled gravity was interpolated from observed gravity values.
 FM0138
 FM0138;                    North         East    Units  Estimated Accuracy
 FM0138;SPC TX N     - 1,207,450.      123,190.      MT  (+/- 180 meters Scaled)
 FM0138
 FM0138                          SUPERSEDED SURVEY CONTROL
 FM0138
 FM0138  NGVD 29 (??/??/92) 1185.920  (m)         3890.81   (f) ADJ UNCH    2 0
 FM0138
 FM0138.Superseded values are not recommended for survey control.
 FM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0138.See file dsdata.txt to determine how the superseded data were derived.
 FM0138
 FM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV392724(NAD 83)
 FM0138_MARKER: DB = BENCH MARK DISK
 FM0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0138_STAMPING: E 349 1952
 FM0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0138+STABILITY: SURFACE MOTION
 FM0138
 FM0138  HISTORY     - Date     Condition        Report By
 FM0138  HISTORY     - 1952     MONUMENTED       CGS
 FM0138
 FM0138                          STATION DESCRIPTION
 FM0138
 FM0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FM0138'3.25 MI SE FROM HARTLEY.
 FM0138'3.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 FM0138'HARTLEY, AT A CURVE IN THE HIGHWAY, 0.15 MILE WEST OF A SMALL
 FM0138'FARMHOUSE, 97 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 150 FEET
 FM0138'NORTH OF AN EAST AND WEST FENCE, 4 FEET WEST OF A CONCRETE RIGHT OF
 FM0138'WAY MARKER, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 FM0138'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1263 ***********************************************************************
 AY1263  DESIGNATION -  E 35
 AY1263  PID         -  AY1263
 AY1263  STATE/COUNTY-  TX/MEDINA
 AY1263  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1263
 AY1263                         *CURRENT SURVEY CONTROL
 AY1263  ___________________________________________________________________
 AY1263* NAD 83(1986)-  29 21 12.     (N)    099 03 19.     (W)     SCALED    
 AY1263* NAVD 88     -       252.565  (meters)     828.62   (feet)  ADJUSTED  
 AY1263  ___________________________________________________________________
 AY1263  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AY1263  DYNAMIC HT  -         252.198 (meters)     827.42  (feet)  COMP
 AY1263  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 AY1263
 AY1263  VERT ORDER  -  FIRST     CLASS II
 AY1263
 AY1263.The horizontal coordinates were scaled from a topographic map and have
 AY1263.an estimated accuracy of +/- 6 seconds.
 AY1263
 AY1263.The orthometric height was determined by differential leveling
 AY1263.and adjusted by the National Geodetic Survey in June 1991..
 AY1263
 AY1263.The geoid height was determined by GEOID03.
 AY1263
 AY1263.The dynamic height is computed by dividing the NAVD 88
 AY1263.geopotential number by the normal gravity value computed on the
 AY1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1263.degrees latitude (g = 980.6199 gals.).
 AY1263
 AY1263.The modeled gravity was interpolated from observed gravity values.
 AY1263
 AY1263;                    North         East    Units  Estimated Accuracy
 AY1263;SPC TXSC     - 4,168,460.      594,630.      MT  (+/- 180 meters Scaled)
 AY1263
 AY1263                          SUPERSEDED SURVEY CONTROL
 AY1263
 AY1263  NGVD 29 (??/??/92)  252.434  (m)          828.19   (f) ADJ UNCH    1 2
 AY1263
 AY1263.Superseded values are not recommended for survey control.
 AY1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1263.See file dsdata.txt to determine how the superseded data were derived.
 AY1263
 AY1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT946471(NAD 83)
 AY1263_MARKER: DB = BENCH MARK DISK
 AY1263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1263_SP_SET: ABUTMENT
 AY1263_STAMPING: E 35 1917 ELEV 828.273 FT
 AY1263_MARK LOGO: CGS   
 AY1263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1263
 AY1263  HISTORY     - Date     Condition        Report By
 AY1263  HISTORY     - 1917     MONUMENTED       CGS
 AY1263  HISTORY     - 1957     GOOD             NGS
 AY1263  HISTORY     - 1982     GOOD             NGS
 AY1263  HISTORY     - 19910614 GOOD             USPSQD
 AY1263  HISTORY     - 19950420 MARK NOT FOUND   USPSQD
 AY1263  HISTORY     - 19950518 GOOD             USPSQD
 AY1263  HISTORY     - 20011227 GOOD             USPSQD
 AY1263
 AY1263                          STATION DESCRIPTION
 AY1263
 AY1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1263'5.3 MI E FROM HONDO.
 AY1263'5.3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1263'STATION AT HONDO, 9 POLES WEST OF MILEPOST 253, 5.5 FEET SOUTH OF THE
 AY1263'SOUTH RAIL, 1.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 AY1263'SOUTH END OF THE EAST ABUTMENT OF A BRIDGE OVER HONDO CREEK.
 AY1263
 AY1263                          STATION RECOVERY (1982)
 AY1263
 AY1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1263'9.0 KM (5.55 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1263'ROAD 462 NORTH IN HONDO, THENCE NORTH NORTHWEST ALONG AN ASPHALT AND
 AY1263'DIRT ROAD FOR 0.40 KM (0.25 MI), AT THE CROSSING OF THE SOUTHERN
 AY1263'PACIFIC RAILROAD.
 AY1263
 AY1263                          STATION RECOVERY (1991)
 AY1263
 AY1263'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1263'RECOVERED IN GOOD CONDITION.
 AY1263
 AY1263                          STATION RECOVERY (1995)
 AY1263
 AY1263'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1263'MARK NOT FOUND.
 AY1263
 AY1263                          STATION RECOVERY (1995)
 AY1263
 AY1263'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1263'RECOVERED IN GOOD CONDITION.
 AY1263
 AY1263                          STATION RECOVERY (2001)
 AY1263
 AY1263'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2338 ***********************************************************************
 AX2338  DESIGNATION -  E 350
 AX2338  PID         -  AX2338
 AX2338  STATE/COUNTY-  TX/CALDWELL
 AX2338  USGS QUAD   -  HARWOOD (1981)
 AX2338
 AX2338                         *CURRENT SURVEY CONTROL
 AX2338  ___________________________________________________________________
 AX2338* NAD 83(1986)-  29 39 17.     (N)    097 35 57.     (W)     SCALED    
 AX2338* NAVD 88     -       108.04   (+/-2cm)     354.5    (feet)  VERTCON   
 AX2338  ___________________________________________________________________
 AX2338  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2338
 AX2338  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2338
 AX2338.The horizontal coordinates were scaled from a topographic map and have
 AX2338.an estimated accuracy of +/- 6 seconds.
 AX2338
 AX2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2338.The vertical order pertains to the NGVD 29 superseded value.
 AX2338
 AX2338.The geoid height was determined by GEOID03.
 AX2338
 AX2338;                    North         East    Units  Estimated Accuracy
 AX2338;SPC TXSC     - 4,202,670.      735,610.      MT  (+/- 180 meters Scaled)
 AX2338
 AX2338                          SUPERSEDED SURVEY CONTROL
 AX2338
 AX2338  NGVD 29 (??/??/92)  107.988  (m)          354.29   (f) ADJ UNCH    2 0
 AX2338
 AX2338.Superseded values are not recommended for survey control.
 AX2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2338.See file dsdata.txt to determine how the superseded data were derived.
 AX2338
 AX2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT355813(NAD 83)
 AX2338_MARKER: DB = BENCH MARK DISK
 AX2338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2338_SP_SET: BRIDGE
 AX2338_STAMPING: E 350 1935
 AX2338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2338
 AX2338  HISTORY     - Date     Condition        Report By
 AX2338  HISTORY     - 1935     MONUMENTED       CGS
 AX2338  HISTORY     - 1959     GOOD             DOD
 AX2338  HISTORY     - 19930808 GOOD             USPSQD
 AX2338  HISTORY     - 19990925 GOOD             USPSQD
 AX2338  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2338
 AX2338                          STATION DESCRIPTION
 AX2338
 AX2338'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2338'3.6 MI E FROM LULING.
 AX2338'117 FEET SOUTHEAST OF THE CENTERLINE OF THE BRIDGE OVER THE RIVER AND
 AX2338'0.5 FOOT HIGHER, 43 FEET NORTHWEST OF A LIGHT-COLORED CORNER (SW) OF
 AX2338'THE PAVED SHOULDER OF THE HIGHWAY AND 1.2 FEET HIGHER, AND 45 FEET
 AX2338'SOUTHWEST OF THE SOUTH EDGE OF A LONE TREE.  THE SURFACE OF THE BRIDGE
 AX2338'IS 45 FEET ABOVE THE WATER.  NOTE-- 1943 DESCRIPTION-- 3.6 MILES EAST
 AX2338'ALONG U. S. HIGHWAY 90 FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION
 AX2338'AT LULING, CALDWELL COUNTY, AT A STEEL BRIDGE, IN THE SOUTHEAST WING
 AX2338'WALL, 3 FEET NORTHWEST OF THE SOUTHEAST END, 16 FEET SOUTH OF THE
 AX2338'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 AX2338
 AX2338                          STATION RECOVERY (1993)
 AX2338
 AX2338'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2338'RECOVERED IN GOOD CONDITION.
 AX2338
 AX2338                          STATION RECOVERY (1999)
 AX2338
 AX2338'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2338'RECOVERED IN GOOD CONDITION.
 AX2338
 AX2338                          STATION RECOVERY (2005)
 AX2338
 AX2338'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0181 ***********************************************************************
 AE0181  DESIGNATION -  E 351
 AE0181  PID         -  AE0181
 AE0181  STATE/COUNTY-  TX/BROOKS
 AE0181  USGS QUAD   -  HARTLAND (1982)
 AE0181
 AE0181                         *CURRENT SURVEY CONTROL
 AE0181  ___________________________________________________________________
 AE0181* NAD 83(1986)-  26 50 25.     (N)    098 07 32.     (W)     SCALED    
 AE0181* NAVD 88     -        28.671  (meters)      94.06   (feet)  ADJUSTED  
 AE0181  ___________________________________________________________________
 AE0181  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AE0181  DYNAMIC HT  -          28.625 (meters)      93.91  (feet)  COMP
 AE0181  MODELED GRAV-     979,047.0   (mgal)                       NAVD 88
 AE0181
 AE0181  VERT ORDER  -  SECOND    CLASS 0
 AE0181
 AE0181.The horizontal coordinates were scaled from a topographic map and have
 AE0181.an estimated accuracy of +/- 6 seconds.
 AE0181
 AE0181.The orthometric height was determined by differential leveling
 AE0181.and adjusted by the National Geodetic Survey in June 1991..
 AE0181
 AE0181.The geoid height was determined by GEOID03.
 AE0181
 AE0181.The dynamic height is computed by dividing the NAVD 88
 AE0181.geopotential number by the normal gravity value computed on the
 AE0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0181.degrees latitude (g = 980.6199 gals.).
 AE0181
 AE0181.The modeled gravity was interpolated from observed gravity values.
 AE0181
 AE0181;                    North         East    Units  Estimated Accuracy
 AE0181;SPC TX S     - 5,130,080.      337,210.      MT  (+/- 180 meters Scaled)
 AE0181
 AE0181                          SUPERSEDED SURVEY CONTROL
 AE0181
 AE0181  NGVD 29 (??/??/92)   28.78   (m)           94.4    (f) COMPUTED    2 0
 AE0181
 AE0181.Superseded values are not recommended for survey control.
 AE0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0181.See file dsdata.txt to determine how the superseded data were derived.
 AE0181
 AE0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ868690(NAD 83)
 AE0181_MARKER: DB = BENCH MARK DISK
 AE0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0181_STAMPING: E-351
 AE0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0181+STABILITY: SURFACE MOTION
 AE0181
 AE0181  HISTORY     - Date     Condition        Report By
 AE0181  HISTORY     - UNK      MONUMENTED       CGS
 AE0181  HISTORY     - 1935     GOOD             NGS
 AE0181
 AE0181                          STATION DESCRIPTION
 AE0181
 AE0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0181'3.3 MI S FROM RACHAL.
 AE0181'3.3 MILES SOUTH OF AND ALONG U. S. HIGHWAY 281.  66 FEET WEST OF
 AE0181'CENTER LINE OF ROAD.  4 FEET WEST OF FENCE LINE.  4 FEET WEST OF A ROW
 AE0181'OF TELEPHONE POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0475 ***********************************************************************
 AE0475  DESIGNATION -  E 352
 AE0475  PID         -  AE0475
 AE0475  STATE/COUNTY-  TX/HIDALGO
 AE0475  USGS QUAD   -  FAYSVILLE (1963)
 AE0475
 AE0475                         *CURRENT SURVEY CONTROL
 AE0475  ___________________________________________________________________
 AE0475* NAD 83(1986)-  26 23 04.     (N)    098 08 31.     (W)     SCALED    
 AE0475* NAVD 88     -        25.417  (meters)      83.39   (feet)  ADJUSTED  
 AE0475  ___________________________________________________________________
 AE0475  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0475  DYNAMIC HT  -          25.376 (meters)      83.25  (feet)  COMP
 AE0475  MODELED GRAV-     979,025.9   (mgal)                       NAVD 88
 AE0475
 AE0475  VERT ORDER  -  SECOND    CLASS 0
 AE0475
 AE0475.The horizontal coordinates were scaled from a topographic map and have
 AE0475.an estimated accuracy of +/- 6 seconds.
 AE0475
 AE0475.The orthometric height was determined by differential leveling
 AE0475.and adjusted by the National Geodetic Survey in June 1991..
 AE0475
 AE0475.The geoid height was determined by GEOID03.
 AE0475
 AE0475.The dynamic height is computed by dividing the NAVD 88
 AE0475.geopotential number by the normal gravity value computed on the
 AE0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0475.degrees latitude (g = 980.6199 gals.).
 AE0475
 AE0475.The modeled gravity was interpolated from observed gravity values.
 AE0475
 AE0475;                    North         East    Units  Estimated Accuracy
 AE0475;SPC TX S     - 5,079,580.      335,730.      MT  (+/- 180 meters Scaled)
 AE0475
 AE0475                          SUPERSEDED SURVEY CONTROL
 AE0475
 AE0475  NGVD 29 (??/??/92)   25.532  (m)           83.77   (f) ADJ UNCH    2 0
 AE0475
 AE0475.Superseded values are not recommended for survey control.
 AE0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0475.See file dsdata.txt to determine how the superseded data were derived.
 AE0475
 AE0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ855185(NAD 83)
 AE0475_MARKER: DB = BENCH MARK DISK
 AE0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0475_STAMPING: E-352
 AE0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0475+STABILITY: SURFACE MOTION
 AE0475
 AE0475  HISTORY     - Date     Condition        Report By
 AE0475  HISTORY     - UNK      MONUMENTED       CGS
 AE0475  HISTORY     - 1935     GOOD             NGS
 AE0475  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0475
 AE0475                          STATION DESCRIPTION
 AE0475
 AE0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0475'6.1 MI N FROM EDINBURG.
 AE0475'6.1 MILES NORTH OF AND ALONG U. S. HIGHWAY 281.  42 FEET EAST OF
 AE0475'CENTER LINE OF ROAD.  12 FEET WEST OF FENCE LINE.  9 FEET EAST OF ROW
 AE0475'OF TELEPHONE POLES.  620 YDS. SOUTH OF A CURVE IN ROAD.
 AE0475
 AE0475                          STATION RECOVERY (1962)
 AE0475
 AE0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0134 ***********************************************************************
 FL0134  DESIGNATION -  E 353
 FL0134  PID         -  FL0134
 FL0134  STATE/COUNTY-  TX/WHEELER
 FL0134  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0134
 FL0134                         *CURRENT SURVEY CONTROL
 FL0134  ___________________________________________________________________
 FL0134* NAD 83(1986)-  35 12 35.     (N)    100 09 02.     (W)     SCALED    
 FL0134* NAVD 88     -       698.355  (meters)    2291.19   (feet)  ADJUSTED  
 FL0134  ___________________________________________________________________
 FL0134  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0134  DYNAMIC HT  -         697.631 (meters)    2288.81  (feet)  COMP
 FL0134  MODELED GRAV-     979,574.3   (mgal)                       NAVD 88
 FL0134
 FL0134  VERT ORDER  -  FIRST     CLASS II
 FL0134
 FL0134.The horizontal coordinates were scaled from a topographic map and have
 FL0134.an estimated accuracy of +/- 6 seconds.
 FL0134
 FL0134.The orthometric height was determined by differential leveling
 FL0134.and adjusted by the National Geodetic Survey in June 1991..
 FL0134
 FL0134.The geoid height was determined by GEOID03.
 FL0134
 FL0134.The dynamic height is computed by dividing the NAVD 88
 FL0134.geopotential number by the normal gravity value computed on the
 FL0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0134.degrees latitude (g = 980.6199 gals.).
 FL0134
 FL0134.The modeled gravity was interpolated from observed gravity values.
 FL0134
 FL0134;                    North         East    Units  Estimated Accuracy
 FL0134;SPC TX N     - 1,135,040.      322,860.      MT  (+/- 180 meters Scaled)
 FL0134
 FL0134                          SUPERSEDED SURVEY CONTROL
 FL0134
 FL0134  NGVD 29 (??/??/92)  698.079  (m)         2290.28   (f) ADJ UNCH    1 2
 FL0134
 FL0134.Superseded values are not recommended for survey control.
 FL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0134.See file dsdata.txt to determine how the superseded data were derived.
 FL0134
 FL0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD952969(NAD 83)
 FL0134_MARKER: DB = BENCH MARK DISK
 FL0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0134_STAMPING: E 353 1953
 FL0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0134+STABILITY: SURFACE MOTION
 FL0134
 FL0134  HISTORY     - Date     Condition        Report By
 FL0134  HISTORY     - 1953     MONUMENTED       CGS
 FL0134
 FL0134                          STATION DESCRIPTION
 FL0134
 FL0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0134'5.0 MI SW FROM FULLER.
 FL0134'5.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0134'RAILROAD FROM THE STATION SIGN AT FULLER, 5 POLES EAST OF MILEPOST
 FL0134'659, 46.2 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT NORTH OF A FENCE, 2.3
 FL0134'FEET EAST OF A WITNESS POST, 1.0 MILE EAST OF BENCH MARK K 353, SET IN
 FL0134'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0184 ***********************************************************************
 FL0184  DESIGNATION -  E 354
 FL0184  PID         -  FL0184
 FL0184  STATE/COUNTY-  TX/WHEELER
 FL0184  USGS QUAD   -  RAMSDELL (1963)
 FL0184
 FL0184                         *CURRENT SURVEY CONTROL
 FL0184  ___________________________________________________________________
 FL0184* NAD 83(1986)-  35 11 15.     (N)    100 29 07.     (W)     SCALED    
 FL0184* NAVD 88     -       803.492  (meters)    2636.12   (feet)  ADJUSTED  
 FL0184  ___________________________________________________________________
 FL0184  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL0184  DYNAMIC HT  -         802.626 (meters)    2633.28  (feet)  COMP
 FL0184  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 FL0184
 FL0184  VERT ORDER  -  FIRST     CLASS II
 FL0184
 FL0184.The horizontal coordinates were scaled from a topographic map and have
 FL0184.an estimated accuracy of +/- 6 seconds.
 FL0184
 FL0184.The orthometric height was determined by differential leveling
 FL0184.and adjusted by the National Geodetic Survey in June 1991..
 FL0184
 FL0184.The geoid height was determined by GEOID03.
 FL0184
 FL0184.The dynamic height is computed by dividing the NAVD 88
 FL0184.geopotential number by the normal gravity value computed on the
 FL0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0184.degrees latitude (g = 980.6199 gals.).
 FL0184
 FL0184.The modeled gravity was interpolated from observed gravity values.
 FL0184
 FL0184;                    North         East    Units  Estimated Accuracy
 FL0184;SPC TX N     - 1,132,210.      292,410.      MT  (+/- 180 meters Scaled)
 FL0184
 FL0184                          SUPERSEDED SURVEY CONTROL
 FL0184
 FL0184  NGVD 29 (??/??/92)  803.176  (m)         2635.09   (f) ADJ UNCH    1 2
 FL0184
 FL0184.Superseded values are not recommended for survey control.
 FL0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0184.See file dsdata.txt to determine how the superseded data were derived.
 FL0184
 FL0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD647948(NAD 83)
 FL0184_MARKER: DB = BENCH MARK DISK
 FL0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0184_STAMPING: E 354 1953
 FL0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0184+STABILITY: SURFACE MOTION
 FL0184
 FL0184  HISTORY     - Date     Condition        Report By
 FL0184  HISTORY     - 1953     MONUMENTED       CGS
 FL0184
 FL0184                          STATION DESCRIPTION
 FL0184
 FL0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0184'7.7 MI E FROM MCLEAN.
 FL0184'7.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0184'FROM THE STATION AT MCLEAN, 16 1/2 POLES WEST OF MILEPOST 679, 47.3
 FL0184'FEET SOUTH OF THE SOUTH RAIL, 15.5 FEET WEST OF A FENCE LEADING SOUTH,
 FL0184'1.2 FEET NORTH OF A FENCE, 2.3 FEET EAST OF A WITNESS POST, SET IN THE
 FL0184'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0355 ***********************************************************************
 FL0355  DESIGNATION -  E 355
 FL0355  PID         -  FL0355
 FL0355  STATE/COUNTY-  TX/DONLEY
 FL0355  USGS QUAD   -  ROCKLEDGE (1964)
 FL0355
 FL0355                         *CURRENT SURVEY CONTROL
 FL0355  ___________________________________________________________________
 FL0355* NAD 83(1986)-  35 10 18.     (N)    100 50 31.     (W)     SCALED    
 FL0355* NAVD 88     -       960.210  (meters)    3150.29   (feet)  ADJUSTED  
 FL0355  ___________________________________________________________________
 FL0355  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL0355  DYNAMIC HT  -         959.115 (meters)    3146.70  (feet)  COMP
 FL0355  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 FL0355
 FL0355  VERT ORDER  -  FIRST     CLASS II
 FL0355
 FL0355.The horizontal coordinates were scaled from a topographic map and have
 FL0355.an estimated accuracy of +/- 6 seconds.
 FL0355
 FL0355.The orthometric height was determined by differential leveling
 FL0355.and adjusted by the National Geodetic Survey in June 1991..
 FL0355
 FL0355.The geoid height was determined by GEOID03.
 FL0355
 FL0355.The dynamic height is computed by dividing the NAVD 88
 FL0355.geopotential number by the normal gravity value computed on the
 FL0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0355.degrees latitude (g = 980.6199 gals.).
 FL0355
 FL0355.The modeled gravity was interpolated from observed gravity values.
 FL0355
 FL0355;                    North         East    Units  Estimated Accuracy
 FL0355;SPC TX N     - 1,130,180.      259,940.      MT  (+/- 180 meters Scaled)
 FL0355
 FL0355                          SUPERSEDED SURVEY CONTROL
 FL0355
 FL0355  NGVD 29 (??/??/92)  959.797  (m)         3148.93   (f) ADJ UNCH    1 2
 FL0355
 FL0355.Superseded values are not recommended for survey control.
 FL0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0355.See file dsdata.txt to determine how the superseded data were derived.
 FL0355
 FL0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD322936(NAD 83)
 FL0355_MARKER: DB = BENCH MARK DISK
 FL0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0355_STAMPING: E 355 1953
 FL0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0355+STABILITY: SURFACE MOTION
 FL0355
 FL0355  HISTORY     - Date     Condition        Report By
 FL0355  HISTORY     - 1953     MONUMENTED       CGS
 FL0355
 FL0355                          STATION DESCRIPTION
 FL0355
 FL0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0355'4.4 MI E FROM JERICHO.
 FL0355'4.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0355'FROM THE STATION AT JERICHO, 20 1/2 POLES WEST OF MILEPOST 703, 44.5
 FL0355'FEET SOUTH OF THE SOUTH RAIL, 3 FEET NORTH OF A FENCE, 2.7 FEET WEST
 FL0355'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FL0355'0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0313 ***********************************************************************
 AO0313  DESIGNATION -  E 356
 AO0313  PID         -  AO0313
 AO0313  STATE/COUNTY-  TX/LA SALLE
 AO0313  USGS QUAD   -  HOLLAND DAM (1974)
 AO0313
 AO0313                         *CURRENT SURVEY CONTROL
 AO0313  ___________________________________________________________________
 AO0313* NAD 83(1986)-  28 20 14.     (N)    099 07 56.     (W)     SCALED    
 AO0313* NAVD 88     -       110.690  (meters)     363.16   (feet)  POSTED    
 AO0313  ___________________________________________________________________
 AO0313  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AO0313  DYNAMIC HT  -         110.520 (meters)     362.60  (feet)  COMP
 AO0313  MODELED GRAV-     979,134.1   (mgal)                       NAVD 88
 AO0313
 AO0313  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0313
 AO0313.The horizontal coordinates were scaled from a topographic map and have
 AO0313.an estimated accuracy of +/- 6 seconds.
 AO0313
 AO0313.The orthometric height was determined by differential leveling
 AO0313.and adjusted by the National Geodetic Survey in 1992..
 AO0313.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0313.rate of 1.1 thru 2.0 mm/km.
 AO0313
 AO0313.The geoid height was determined by GEOID03.
 AO0313
 AO0313.The dynamic height is computed by dividing the NAVD 88
 AO0313.geopotential number by the normal gravity value computed on the
 AO0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0313.degrees latitude (g = 980.6199 gals.).
 AO0313
 AO0313.The modeled gravity was interpolated from observed gravity values.
 AO0313
 AO0313;                    North         East    Units  Estimated Accuracy
 AO0313;SPC TXSC     - 4,055,850.      587,040.      MT  (+/- 180 meters Scaled)
 AO0313
 AO0313                          SUPERSEDED SURVEY CONTROL
 AO0313
 AO0313  NGVD 29 (??/??/92)  110.602  (m)          362.87   (f) ADJ UNCH    2 0
 AO0313
 AO0313.Superseded values are not recommended for survey control.
 AO0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0313.See file dsdata.txt to determine how the superseded data were derived.
 AO0313
 AO0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS870345(NAD 83)
 AO0313_MARKER: DB = BENCH MARK DISK
 AO0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0313_STAMPING: E-356 1935
 AO0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0313+STABILITY: SURFACE MOTION
 AO0313
 AO0313  HISTORY     - Date     Condition        Report By
 AO0313  HISTORY     - 1935     MONUMENTED       CGS
 AO0313  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0313
 AO0313                          STATION DESCRIPTION
 AO0313
 AO0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0313'10.1 MI SE FROM COTULLA.
 AO0313'10.1 MILES SOUTHEAST OF AND ALONG RIVER ROAD.  AT A CROSS FENCE AND
 AO0313'CATTLE GUARD.  69 FT. N. E. OF CROSS FENCE.  SET IN TOP OF A CONCRETE
 AO0313'POST.
 AO0313
 AO0313                          STATION RECOVERY (1974)
 AO0313
 AO0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0692 ***********************************************************************
 AJ0692  DESIGNATION -  E 357
 AJ0692  PID         -  AJ0692
 AJ0692  STATE/COUNTY-  TX/DUVAL
 AJ0692  USGS QUAD   -  FREER NW (1971)
 AJ0692
 AJ0692                         *CURRENT SURVEY CONTROL
 AJ0692  ___________________________________________________________________
 AJ0692* NAD 83(1986)-  27 57 09.     (N)    098 40 02.     (W)     SCALED    
 AJ0692* NAVD 88     -       141.998  (meters)     465.87   (feet)  POSTED    
 AJ0692  ___________________________________________________________________
 AJ0692  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AJ0692  DYNAMIC HT  -         141.780 (meters)     465.16  (feet)  COMP
 AJ0692  MODELED GRAV-     979,104.4   (mgal)                       NAVD 88
 AJ0692
 AJ0692  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0692
 AJ0692.The horizontal coordinates were scaled from a topographic map and have
 AJ0692.an estimated accuracy of +/- 6 seconds.
 AJ0692
 AJ0692.The orthometric height was determined by differential leveling
 AJ0692.and adjusted by the National Geodetic Survey in 1992..
 AJ0692.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0692.rate of 1.1 thru 2.0 mm/km.
 AJ0692
 AJ0692.The geoid height was determined by GEOID03.
 AJ0692
 AJ0692.The dynamic height is computed by dividing the NAVD 88
 AJ0692.geopotential number by the normal gravity value computed on the
 AJ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0692.degrees latitude (g = 980.6199 gals.).
 AJ0692
 AJ0692.The modeled gravity was interpolated from observed gravity values.
 AJ0692
 AJ0692;                    North         East    Units  Estimated Accuracy
 AJ0692;SPC TX S     - 5,253,270.      283,540.      MT  (+/- 180 meters Scaled)
 AJ0692
 AJ0692                          SUPERSEDED SURVEY CONTROL
 AJ0692
 AJ0692  NGVD 29 (??/??/92)  142.000  (m)          465.88   (f) ADJ UNCH    2 0
 AJ0692
 AJ0692.Superseded values are not recommended for survey control.
 AJ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0692.See file dsdata.txt to determine how the superseded data were derived.
 AJ0692
 AJ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR327919(NAD 83)
 AJ0692_MARKER: DB = BENCH MARK DISK
 AJ0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0692_STAMPING: E-357 1935
 AJ0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0692+STABILITY: SURFACE MOTION
 AJ0692
 AJ0692  HISTORY     - Date     Condition        Report By
 AJ0692  HISTORY     - 1935     MONUMENTED       CGS
 AJ0692
 AJ0692                          STATION DESCRIPTION
 AJ0692
 AJ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0692'6.9 MI NW FROM FREER.
 AJ0692'6.9 MILES NORTHWEST OF AND ALONG STATE HIGHWAY 55.  IN CURVE OF ROAD
 AJ0692'AROUND N. SIDE OF A HILL ABOUT 1.4 MI. W. OF A CREEK.  14 YDS. N. OF
 AJ0692'CENTERLINE OF ROAD.  SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0115 ***********************************************************************
 BA0115  DESIGNATION -  E 358
 BA0115  PID         -  BA0115
 BA0115  STATE/COUNTY-  TX/BREWSTER
 BA0115  USGS QUAD   -  SMOKY CREEK (1971)
 BA0115
 BA0115                         *CURRENT SURVEY CONTROL
 BA0115  ___________________________________________________________________
 BA0115* NAD 83(1986)-  29 04 39.     (N)    103 26 02.     (W)     SCALED    
 BA0115* NAVD 88     -       659.743  (meters)    2164.51   (feet)  ADJUSTED  
 BA0115  ___________________________________________________________________
 BA0115  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BA0115  DYNAMIC HT  -         658.667 (meters)    2160.98  (feet)  COMP
 BA0115  MODELED GRAV-     978,992.2   (mgal)                       NAVD 88
 BA0115
 BA0115  VERT ORDER  -  FIRST     CLASS II
 BA0115
 BA0115.The horizontal coordinates were scaled from a topographic map and have
 BA0115.an estimated accuracy of +/- 6 seconds.
 BA0115
 BA0115.The orthometric height was determined by differential leveling
 BA0115.and adjusted by the National Geodetic Survey in June 1991..
 BA0115
 BA0115.The geoid height was determined by GEOID03.
 BA0115
 BA0115.The dynamic height is computed by dividing the NAVD 88
 BA0115.geopotential number by the normal gravity value computed on the
 BA0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0115.degrees latitude (g = 980.6199 gals.).
 BA0115
 BA0115.The modeled gravity was interpolated from observed gravity values.
 BA0115
 BA0115;                    North         East    Units  Estimated Accuracy
 BA0115;SPC TXSC     - 4,146,070.      168,450.      MT  (+/- 180 meters Scaled)
 BA0115
 BA0115                          SUPERSEDED SURVEY CONTROL
 BA0115
 BA0115  NGVD 29 (??/??/92)  659.332  (m)         2163.16   (f) ADJ UNCH    1 2
 BA0115
 BA0115.Superseded values are not recommended for survey control.
 BA0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0115.See file dsdata.txt to determine how the superseded data were derived.
 BA0115
 BA0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN524175(NAD 83)
 BA0115_MARKER: DB = BENCH MARK DISK
 BA0115_SETTING: 66 = SET IN ROCK OUTCROP
 BA0115_SP_SET: ROCK LEDGE
 BA0115_STAMPING: E 358 1943
 BA0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0115+STABILITY: POSITION/ELEVATION WELL
 BA0115
 BA0115  HISTORY     - Date     Condition        Report By
 BA0115  HISTORY     - 1943     MONUMENTED       CGS
 BA0115  HISTORY     - 1958     GOOD             NGS
 BA0115
 BA0115                          STATION DESCRIPTION
 BA0115
 BA0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0115'7.45 MI SE FROM CASTOLON.
 BA0115'ABOUT 7.45 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0115'OFFICE AT CASTOLON, IN THE TOP OF THE NORTHEAST END OF THE LEDGE OF A
 BA0115'LARGE SANDSTONE CLIFF ON THE SOUTHWEST BANK OF THE CREEK, 175 FEET
 BA0115'SOUTHWEST OF THE CENTER OF THE CROSSING OF THE CREEK, 1 1/2 FEET ABOVE
 BA0115'THE CREEK BED, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0331 ***********************************************************************
 CD0331  DESIGNATION -  E 360
 CD0331  PID         -  CD0331
 CD0331  STATE/COUNTY-  TX/CULBERSON
 CD0331  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0331
 CD0331                         *CURRENT SURVEY CONTROL
 CD0331  ___________________________________________________________________
 CD0331* NAD 83(1986)-  31 58 11.     (N)    104 37 59.     (W)     SCALED    
 CD0331* NAVD 88     -      1348.766  (meters)    4425.08   (feet)  ADJUSTED  
 CD0331  ___________________________________________________________________
 CD0331  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CD0331  DYNAMIC HT  -        1346.699 (meters)    4418.30  (feet)  COMP
 CD0331  MODELED GRAV-     979,060.0   (mgal)                       NAVD 88
 CD0331
 CD0331  VERT ORDER  -  FIRST     CLASS I
 CD0331
 CD0331.The horizontal coordinates were scaled from a topographic map and have
 CD0331.an estimated accuracy of +/- 6 seconds.
 CD0331
 CD0331.The orthometric height was determined by differential leveling
 CD0331.and adjusted by the National Geodetic Survey in June 1991..
 CD0331
 CD0331.The geoid height was determined by GEOID03.
 CD0331
 CD0331.The dynamic height is computed by dividing the NAVD 88
 CD0331.geopotential number by the normal gravity value computed on the
 CD0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0331.degrees latitude (g = 980.6199 gals.).
 CD0331
 CD0331.The modeled gravity was interpolated from observed gravity values.
 CD0331
 CD0331;                    North         East    Units  Estimated Accuracy
 CD0331;SPC TX C     - 3,263,170.      293,660.      MT  (+/- 180 meters Scaled)
 CD0331
 CD0331                          SUPERSEDED SURVEY CONTROL
 CD0331
 CD0331  NGVD 29 (??/??/92) 1348.181  (m)         4423.16   (f) ADJ UNCH    1 1
 CD0331
 CD0331.Superseded values are not recommended for survey control.
 CD0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0331.See file dsdata.txt to determine how the superseded data were derived.
 CD0331
 CD0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER346371(NAD 83)
 CD0331_MARKER: DB = BENCH MARK DISK
 CD0331_SETTING: 80 = SET IN A BOULDER
 CD0331_SP_SET: BOULDER
 CD0331_STAMPING: E 360 1943
 CD0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0331+STABILITY: SURFACE MOTION
 CD0331
 CD0331  HISTORY     - Date     Condition        Report By
 CD0331  HISTORY     - 1943     MONUMENTED       CGS
 CD0331  HISTORY     - 1973     GOOD             USGS
 CD0331  HISTORY     - 1977     GOOD             NGS
 CD0331
 CD0331                          STATION DESCRIPTION
 CD0331
 CD0331'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0331'6.3 MI SW FROM TX.-N.M. STATE LINE.
 CD0331'IN CULBERSON COUNTY, 6.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 180 AND 62
 CD0331'FROM THE TEXAS-NEW MEXICO STATE LINE, 0.2 MILES EAST OF A WINDMILL,
 CD0331'240 FEET WEST OF THE CENTER OF A GATE IN THE SOUTH R.O.W. FENCE, 78
 CD0331'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTH OF THE
 CD0331'SOUTH R.O.W. FENCE, AND IN THE TOP OF AND OUTCROPPING BOULDER. A
 CD0331'STANDARD DISK, STAMPED E 360 1943.
 CD0331
 CD0331                          STATION RECOVERY (1977)
 CD0331
 CD0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0331'12.5 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0331'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 6.3 MILES
 CD0331'SOUTHWEST OF THE TEXAS-NEW MEXICO STATE LINE, SET IN TOP OF AN
 CD0331'EMBEDDED BOULDER, 78.5 FT. SOUTHEAST OF THE CENTER LINE OF THE
 CD0331'HIGHWAY, 241 FT. SOUTHWEST OF THE APPROXIMATE CENTER LINE OF A
 CD0331'DIRT ROAD LEADING SOUTHEAST, 10 FT. SOUTHEAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1055 ***********************************************************************
 FL1055  DESIGNATION -  E 361
 FL1055  PID         -  FL1055
 FL1055  STATE/COUNTY-  TX/CARSON
 FL1055  USGS QUAD   -  WASHBURN (1973)
 FL1055
 FL1055                         *CURRENT SURVEY CONTROL
 FL1055  ___________________________________________________________________
 FL1055* NAD 83(1986)-  35 12 44.     (N)    101 34 38.     (W)     SCALED    
 FL1055* NAVD 88     -      1075.666  (meters)    3529.08   (feet)  ADJUSTED  
 FL1055  ___________________________________________________________________
 FL1055  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL1055  DYNAMIC HT  -        1074.385 (meters)    3524.88  (feet)  COMP
 FL1055  MODELED GRAV-     979,407.1   (mgal)                       NAVD 88
 FL1055
 FL1055  VERT ORDER  -  FIRST     CLASS II
 FL1055
 FL1055.The horizontal coordinates were scaled from a topographic map and have
 FL1055.an estimated accuracy of +/- 6 seconds.
 FL1055
 FL1055.The orthometric height was determined by differential leveling
 FL1055.and adjusted by the National Geodetic Survey in June 1991..
 FL1055
 FL1055.The geoid height was determined by GEOID03.
 FL1055
 FL1055.The dynamic height is computed by dividing the NAVD 88
 FL1055.geopotential number by the normal gravity value computed on the
 FL1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1055.degrees latitude (g = 980.6199 gals.).
 FL1055
 FL1055.The modeled gravity was interpolated from observed gravity values.
 FL1055
 FL1055;                    North         East    Units  Estimated Accuracy
 FL1055;SPC TX N     - 1,134,480.      192,970.      MT  (+/- 180 meters Scaled)
 FL1055
 FL1055                          SUPERSEDED SURVEY CONTROL
 FL1055
 FL1055  NGVD 29 (??/??/92) 1075.153  (m)         3527.40   (f) ADJ UNCH    1 2
 FL1055
 FL1055.Superseded values are not recommended for survey control.
 FL1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1055.See file dsdata.txt to determine how the superseded data were derived.
 FL1055
 FL1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD654996(NAD 83)
 FL1055_MARKER: DB = BENCH MARK DISK
 FL1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1055_SP_SET: CONCRETE POST
 FL1055_STAMPING: E 361 1943
 FL1055_MARK LOGO: CGS   
 FL1055_PROJECTION: FLUSH
 FL1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1055+STABILITY: SURFACE MOTION
 FL1055
 FL1055  HISTORY     - Date     Condition        Report By
 FL1055  HISTORY     - 1943     MONUMENTED       CGS
 FL1055  HISTORY     - 1984     GOOD             NGS
 FL1055
 FL1055                          STATION DESCRIPTION
 FL1055
 FL1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1055'2.3 MI W FROM YARNALL.
 FL1055'2.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL1055'FROM THE STATION AT YARNALL, CARSON COUNTY, 9.3 FEET WEST OF MILEPOST
 FL1055'746, 1-3/4 POLES EAST OF A DIRT-ROAD CROSSING, 42.4 FEET NORTH OF THE
 FL1055'NORTH RAIL, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 FL1055'STANDARD DISK, STAMPED E 361 1943 AND SET IN THE TOP OF A CONCRETE
 FL1055'POST PROJECTING 6 INCHES ABOVE GROUND.
 FL1055
 FL1055                          STATION RECOVERY (1984)
 FL1055
 FL1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1055'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.5 KM
 FL1055'(13.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION
 FL1055'WITH INTERSTATE HIGHWAY 27 IN AMARILLO, THENCE 3.1 KM (1.95 MI)
 FL1055'EASTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 61.0 M
 FL1055'(200.1 FT) EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, AND 12.8 M
 FL1055'(42.0 FT) NORTH OF THE NEAR RAIL.
 FL1055'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 FL1055'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0378 ***********************************************************************
 FL0378  DESIGNATION -  E 363
 FL0378  PID         -  FL0378
 FL0378  STATE/COUNTY-  TX/DONLEY
 FL0378  USGS QUAD   -  JERICHO (1964)
 FL0378
 FL0378                         *CURRENT SURVEY CONTROL
 FL0378  ___________________________________________________________________
 FL0378* NAD 83(1986)-  35 10 34.     (N)    100 56 40.     (W)     SCALED    
 FL0378* NAVD 88     -       976.510  (meters)    3203.77   (feet)  ADJUSTED  
 FL0378  ___________________________________________________________________
 FL0378  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0378  DYNAMIC HT  -         975.388 (meters)    3200.09  (feet)  COMP
 FL0378  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 FL0378
 FL0378  VERT ORDER  -  FIRST     CLASS II
 FL0378
 FL0378.The horizontal coordinates were scaled from a topographic map and have
 FL0378.an estimated accuracy of +/- 6 seconds.
 FL0378
 FL0378.The orthometric height was determined by differential leveling
 FL0378.and adjusted by the National Geodetic Survey in June 1991..
 FL0378.WARNING-Repeat measurements at this control monument indicate possible
 FL0378.vertical movement.
 FL0378
 FL0378.The geoid height was determined by GEOID03.
 FL0378
 FL0378.The dynamic height is computed by dividing the NAVD 88
 FL0378.geopotential number by the normal gravity value computed on the
 FL0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0378.degrees latitude (g = 980.6199 gals.).
 FL0378
 FL0378.The modeled gravity was interpolated from observed gravity values.
 FL0378
 FL0378;                    North         East    Units  Estimated Accuracy
 FL0378;SPC TX N     - 1,130,620.      250,600.      MT  (+/- 180 meters Scaled)
 FL0378
 FL0378                          SUPERSEDED SURVEY CONTROL
 FL0378
 FL0378  NGVD 29 (??/??/92)  976.060  (m)         3202.29   (f) ADJ UNCH    1 2
 FL0378
 FL0378.Superseded values are not recommended for survey control.
 FL0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0378.See file dsdata.txt to determine how the superseded data were derived.
 FL0378
 FL0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD229943(NAD 83)
 FL0378_MARKER: DB = BENCH MARK DISK
 FL0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0378_SP_SET: CONCRETE POST
 FL0378_STAMPING: E 363 1943
 FL0378_MARK LOGO: CGS   
 FL0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0378+STABILITY: SURFACE MOTION
 FL0378
 FL0378  HISTORY     - Date     Condition        Report By
 FL0378  HISTORY     - 1943     MONUMENTED       CGS
 FL0378  HISTORY     - 1984     GOOD             NGS
 FL0378
 FL0378                          STATION DESCRIPTION
 FL0378
 FL0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0378'2 MI W FROM JERICHO.
 FL0378'2.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0378'FROM THE STATION AT JERICHO, DONLEY COUNTY, OPPOSITE MILEPOST 710,
 FL0378'44.5 FEET SOUTH OF THE SOUTH RAIL, AND 3 FEET NORTH OF THE
 FL0378'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 363 1943 AND SET IN
 FL0378'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 FL0378
 FL0378                          STATION RECOVERY (1984)
 FL0378
 FL0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0378'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0378'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0378'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 3.7 KM (2.3 MI)
 FL0378'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PICIFIC RAILROAD.  ADD=0.9
 FL0378'M (3.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0226 ***********************************************************************
 CV0226  DESIGNATION -  E 364
 CV0226  PID         -  CV0226
 CV0226  STATE/COUNTY-  TX/GAINES
 CV0226  USGS QUAD   -  SEAGRAVES NW (1970)
 CV0226
 CV0226                         *CURRENT SURVEY CONTROL
 CV0226  ___________________________________________________________________
 CV0226* NAD 83(1986)-  32 56 38.     (N)    102 39 03.     (W)     SCALED    
 CV0226* NAVD 88     -      1040.529  (meters)    3413.80   (feet)  ADJUSTED  
 CV0226  ___________________________________________________________________
 CV0226  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 CV0226  DYNAMIC HT  -        1039.143 (meters)    3409.26  (feet)  COMP
 CV0226  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 CV0226
 CV0226  VERT ORDER  -  SECOND    CLASS 0
 CV0226
 CV0226.The horizontal coordinates were scaled from a topographic map and have
 CV0226.an estimated accuracy of +/- 6 seconds.
 CV0226
 CV0226.The orthometric height was determined by differential leveling
 CV0226.and adjusted by the National Geodetic Survey in June 1991..
 CV0226
 CV0226.The geoid height was determined by GEOID03.
 CV0226
 CV0226.The dynamic height is computed by dividing the NAVD 88
 CV0226.geopotential number by the normal gravity value computed on the
 CV0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0226.degrees latitude (g = 980.6199 gals.).
 CV0226
 CV0226.The modeled gravity was interpolated from observed gravity values.
 CV0226
 CV0226;                    North         East    Units  Estimated Accuracy
 CV0226;SPC TXNC     - 2,149,300.      212,000.      MT  (+/- 180 meters Scaled)
 CV0226
 CV0226                          SUPERSEDED SURVEY CONTROL
 CV0226
 CV0226  NGVD 29 (??/??/92) 1040.197  (m)         3412.71   (f) ADJ UNCH    2 0
 CV0226
 CV0226.Superseded values are not recommended for survey control.
 CV0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0226.See file dsdata.txt to determine how the superseded data were derived.
 CV0226
 CV0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS196475(NAD 83)
 CV0226_MARKER: DB = BENCH MARK DISK
 CV0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0226_STAMPING: E 364 1943
 CV0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0226+STABILITY: SURFACE MOTION
 CV0226
 CV0226  HISTORY     - Date     Condition        Report By
 CV0226  HISTORY     - 1943     MONUMENTED       CGS
 CV0226  HISTORY     - 1969     MARK NOT FOUND   NGS
 CV0226
 CV0226                          STATION DESCRIPTION
 CV0226
 CV0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CV0226'5.5 MI W FROM SEAGRAVES.
 CV0226'5.5 MILES WEST ALONG STATE HIGHWAY 328 FROM THE PANHANDLE AND SANTA FE
 CV0226'RAILWAY STATION AT SEAGRAVES, GAINES COUNTY, 57 FEET NORTH OF THE
 CV0226'CENTERLINE OF THE HIGHWAY, AT THE CORNER OF A FENCE, 14 FEET WEST OF
 CV0226'THE CORNER POST, 3 FEET SOUTH OF THE FENCE, IN LINE WITH THE POWER
 CV0226'POLES, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 CV0226'DISK, STAMPED E 364 1943 AND SET IN THE TOP OF A CONCRETE POST
 CV0226'PROJECTING 5 INCHES ABOVE GROUND.
 CV0226
 CV0226                          STATION RECOVERY (1969)
 CV0226
 CV0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CV0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0183 ***********************************************************************
 DQ0183  DESIGNATION -  E 365 RESET 1953
 DQ0183  PID         -  DQ0183
 DQ0183  STATE/COUNTY-  TX/YOAKUM
 DQ0183  USGS QUAD   -  PLAINS NW (1971)
 DQ0183
 DQ0183                         *CURRENT SURVEY CONTROL
 DQ0183  ___________________________________________________________________
 DQ0183* NAD 83(1986)-  33 08 20.     (N)    102 53 14.     (W)     SCALED    
 DQ0183* NAVD 88     -      1126.28   (meters)    3695.1    (feet)  RESET     
 DQ0183  ___________________________________________________________________
 DQ0183  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 DQ0183
 DQ0183  VERT ORDER  -  THIRD
 DQ0183
 DQ0183.The horizontal coordinates were scaled from a topographic map and have
 DQ0183.an estimated accuracy of +/- 6 seconds.
 DQ0183
 DQ0183.The orthometric height was computed from unverified reset data.
 DQ0183
 DQ0183.The geoid height was determined by GEOID03.
 DQ0183
 DQ0183;                    North         East    Units  Estimated Accuracy
 DQ0183;SPC TXNC     - 2,171,800.      190,810.      MT  (+/- 180 meters Scaled)
 DQ0183
 DQ0183                          SUPERSEDED SURVEY CONTROL
 DQ0183
 DQ0183.No superseded survey control is available for this station.
 DQ0183
 DQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS970686(NAD 83)
 DQ0183_MARKER: DB = BENCH MARK DISK
 DQ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0183_STAMPING: E 365 RESET 1953
 DQ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0183+STABILITY: SURFACE MOTION
 DQ0183
 DQ0183  HISTORY     - Date     Condition        Report By
 DQ0183  HISTORY     - 1953     MONUMENTED       TXHD
 DQ0183  HISTORY     - 1954     GOOD             TXHD
 DQ0183
 DQ0183                          STATION DESCRIPTION
 DQ0183
 DQ0183'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 DQ0183'6.8 MI SSW FROM PLAINS.
 DQ0183'11 FEET EAST OF THE ORIGINAL LOCATION OF E 365 WHICH WAS DESCRIBED AS
 DQ0183'FOLLOWS-- 6.8 MILES SOUTH-SOUTHWEST ALONG THE ROAD LEADING TO ALLRED
 DQ0183'FROM THE COURTHOUSE AT PLAINES, AT THE CROSSING OF A CATTLEGUARD, AT
 DQ0183'THE POINT WHERE A POWER LINE RUNNING NORTH AND WEST MAKES A RIGHT
 DQ0183'ANGLE, 36 FEET EAST OF THE CENTERLINE OF THE ROAD, 31 FEET EAST OF THE
 DQ0183'EAST END OF THE CATTLEGUARD, 11 FEET WEST OF A FENCE PARALLEL TO THE
 DQ0183'ROAD, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0133 ***********************************************************************
 DQ0133  DESIGNATION -  E 366
 DQ0133  PID         -  DQ0133
 DQ0133  STATE/COUNTY-  TX/TERRY
 DQ0133  USGS QUAD   -  NORTH OF TOKIO (1981)
 DQ0133
 DQ0133                         *CURRENT SURVEY CONTROL
 DQ0133  ___________________________________________________________________
 DQ0133* NAD 83(1986)-  33 19 36.     (N)    102 35 39.     (W)     SCALED    
 DQ0133* NAVD 88     -      1090.629  (meters)    3578.17   (feet)  ADJUSTED  
 DQ0133  ___________________________________________________________________
 DQ0133  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DQ0133  DYNAMIC HT  -        1089.195 (meters)    3573.47  (feet)  COMP
 DQ0133  MODELED GRAV-     979,284.1   (mgal)                       NAVD 88
 DQ0133
 DQ0133  VERT ORDER  -  SECOND    CLASS 0
 DQ0133
 DQ0133.The horizontal coordinates were scaled from a topographic map and have
 DQ0133.an estimated accuracy of +/- 6 seconds.
 DQ0133
 DQ0133.The orthometric height was determined by differential leveling
 DQ0133.and adjusted by the National Geodetic Survey in June 1991..
 DQ0133
 DQ0133.The geoid height was determined by GEOID03.
 DQ0133
 DQ0133.The dynamic height is computed by dividing the NAVD 88
 DQ0133.geopotential number by the normal gravity value computed on the
 DQ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0133.degrees latitude (g = 980.6199 gals.).
 DQ0133
 DQ0133.The modeled gravity was interpolated from observed gravity values.
 DQ0133
 DQ0133;                    North         East    Units  Estimated Accuracy
 DQ0133;SPC TXNC     - 2,191,500.      218,940.      MT  (+/- 180 meters Scaled)
 DQ0133
 DQ0133                          SUPERSEDED SURVEY CONTROL
 DQ0133
 DQ0133  NGVD 29 (??/??/92) 1090.237  (m)         3576.89   (f) ADJ UNCH    2 0
 DQ0133
 DQ0133.Superseded values are not recommended for survey control.
 DQ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0133.See file dsdata.txt to determine how the superseded data were derived.
 DQ0133
 DQ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS239900(NAD 83)
 DQ0133_MARKER: DB = BENCH MARK DISK
 DQ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0133_STAMPING: E 366 1943
 DQ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0133+STABILITY: SURFACE MOTION
 DQ0133
 DQ0133  HISTORY     - Date     Condition        Report By
 DQ0133  HISTORY     - 1943     MONUMENTED       CGS
 DQ0133  HISTORY     - 1969     MARK NOT FOUND   USGS
 DQ0133
 DQ0133                          STATION DESCRIPTION
 DQ0133
 DQ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0133'13.1 MI NW FROM TOKIO.
 DQ0133'THIS MARK IS ABOUT 1.9 MILES WEST ALONG U.S. HIGHWAY 380 AND 62 AND
 DQ0133'ABOUT 11.2 MILES NORTH ALONG THE COUNTY LINE ROAD FROM TOKIO, TERRY
 DQ0133'COUNTY, SET AT A TELEPHONE LINE RUNNING SOUTHWEST-NORTHEAST, 6.0 FEET
 DQ0133'EAST OF A TELEPHONE POLE, 0.1 MILE SOUTH OF A FENCE RUNNING EAST-WEST,
 DQ0133'39.0 FEET EAST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 DQ0133'9-INCHES ABOVE THE GROUND, 2.0 FEET WEST OF A WHITE REFERENCE POST.
 DQ0133
 DQ0133                          STATION RECOVERY (1969)
 DQ0133
 DQ0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DQ0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0194 ***********************************************************************
 DQ0194  DESIGNATION -  E 367
 DQ0194  PID         -  DQ0194
 DQ0194  STATE/COUNTY-  TX/COCHRAN
 DQ0194  USGS QUAD   -  MORTON (1971)
 DQ0194
 DQ0194                         *CURRENT SURVEY CONTROL
 DQ0194  ___________________________________________________________________
 DQ0194* NAD 83(1986)-  33 37 56.     (N)    102 45 57.     (W)     SCALED    
 DQ0194* NAVD 88     -      1153.282  (meters)    3783.73   (feet)  POSTED    
 DQ0194  ___________________________________________________________________
 DQ0194  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DQ0194  DYNAMIC HT  -        1151.760 (meters)    3778.73  (feet)  COMP
 DQ0194  MODELED GRAV-     979,281.2   (mgal)                       NAVD 88
 DQ0194
 DQ0194  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DQ0194
 DQ0194.The horizontal coordinates were scaled from a topographic map and have
 DQ0194.an estimated accuracy of +/- 6 seconds.
 DQ0194
 DQ0194.The orthometric height was determined by differential leveling
 DQ0194.and adjusted by the National Geodetic Survey in 1992..
 DQ0194.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DQ0194.rate of 2.1 thru 3.0 mm/km.
 DQ0194
 DQ0194.The geoid height was determined by GEOID03.
 DQ0194
 DQ0194.The dynamic height is computed by dividing the NAVD 88
 DQ0194.geopotential number by the normal gravity value computed on the
 DQ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0194.degrees latitude (g = 980.6199 gals.).
 DQ0194
 DQ0194.The modeled gravity was interpolated from observed gravity values.
 DQ0194
 DQ0194;                    North         East    Units  Estimated Accuracy
 DQ0194;SPC TXNC     - 2,226,000.      204,350.      MT  (+/- 180 meters Scaled)
 DQ0194
 DQ0194                          SUPERSEDED SURVEY CONTROL
 DQ0194
 DQ0194  NGVD 29 (??/??/92) 1152.862  (m)         3782.35   (f) ADJ UNCH    2 0
 DQ0194
 DQ0194.Superseded values are not recommended for survey control.
 DQ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0194.See file dsdata.txt to determine how the superseded data were derived.
 DQ0194
 DQ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT072236(NAD 83)
 DQ0194_MARKER: DB = BENCH MARK DISK
 DQ0194_SETTING: 0 = UNSPECIFIED SETTING
 DQ0194_STAMPING: E 367 1943
 DQ0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0194
 DQ0194  HISTORY     - Date     Condition        Report By
 DQ0194  HISTORY     - 1943     MONUMENTED       CGS
 DQ0194  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0194
 DQ0194                          STATION DESCRIPTION
 DQ0194
 DQ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0194'1.7 MI E FROM LEHMAN.
 DQ0194'THIS MARK IS ABOUT 1.7 MI. E. AND 1.3 MI. N. N.E. FROM THE RAILWAY
 DQ0194'STATION AT LEHMAN, COCHRAN COUNTY, 0.2 MI. N. OF A 90 DEGREE CURVE,
 DQ0194'SET AT THE N.E. CORNER OF A FENCE, AND AT A ROAD RUNNING W., 2 FEET N.
 DQ0194'OF A FENCE RUNNING E-W, 4 FEET W. OF THE CORNER FENCE POST, 21 FEET W.
 DQ0194'OF THE CENTERLINE OF THE ROAD, 16 FEET S. OF THE CENTERLINE OF THE
 DQ0194'ROAD RUNNING W., PROJECTION ABOUT 3 INCHES ABOVE THE GROUND, 2 FEET E.
 DQ0194'OF A WHITE REFERENCE POST.
 DQ0194
 DQ0194                          STATION RECOVERY (1971)
 DQ0194
 DQ0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0057 ***********************************************************************
 GL0057  DESIGNATION -  E 369
 GL0057  PID         -  GL0057
 GL0057  STATE/COUNTY-  TX/HARTLEY
 GL0057  USGS QUAD   -  DALHART EAST (1973)
 GL0057
 GL0057                         *CURRENT SURVEY CONTROL
 GL0057  ___________________________________________________________________
 GL0057* NAD 83(1986)-  36 01 44.     (N)    102 24 48.     (W)     SCALED    
 GL0057* NAVD 88     -      1202.845  (meters)    3946.33   (feet)  ADJUSTED  
 GL0057  ___________________________________________________________________
 GL0057  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 GL0057  DYNAMIC HT  -        1201.447 (meters)    3941.75  (feet)  COMP
 GL0057  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 GL0057
 GL0057  VERT ORDER  -  SECOND    CLASS 0
 GL0057
 GL0057.The horizontal coordinates were scaled from a topographic map and have
 GL0057.an estimated accuracy of +/- 6 seconds.
 GL0057
 GL0057.The orthometric height was determined by differential leveling
 GL0057.and adjusted by the National Geodetic Survey in June 1991..
 GL0057
 GL0057.The geoid height was determined by GEOID03.
 GL0057
 GL0057.The dynamic height is computed by dividing the NAVD 88
 GL0057.geopotential number by the normal gravity value computed on the
 GL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0057.degrees latitude (g = 980.6199 gals.).
 GL0057
 GL0057.The modeled gravity was interpolated from observed gravity values.
 GL0057
 GL0057;                    North         East    Units  Estimated Accuracy
 GL0057;SPC TX N     - 1,225,460.      117,680.      MT  (+/- 180 meters Scaled)
 GL0057
 GL0057                          SUPERSEDED SURVEY CONTROL
 GL0057
 GL0057.No superseded survey control is available for this station.
 GL0057
 GL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV330902(NAD 83)
 GL0057_MARKER: DB = BENCH MARK DISK
 GL0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0057_STAMPING: E 369 1943
 GL0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0057+STABILITY: SURFACE MOTION
 GL0057
 GL0057  HISTORY     - Date     Condition        Report By
 GL0057  HISTORY     - 1943     MONUMENTED       CGS
 GL0057  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0057
 GL0057                          STATION DESCRIPTION
 GL0057
 GL0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0057'7.7 MI E FROM DALHART.
 GL0057'7.7 MILES EAST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0057'DALHART.  SET BY MILE POST NUMBER 53, BETWEEN TWO CATTLE GUARDS.  25
 GL0057'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 23 FEET NORTH OF THE
 GL0057'RIGHT-OF-WAY FENCE, 8.0 FEET NORTH OF THE MILE POST, 6.2 FEET WEST OF
 GL0057'THE NORTH AND SOUTH FENCE, 3.0 FEET NORTH OF THE REFERENCE POST.
 GL0057'NOTE-- RAILROAD AND MILEPOSTS HAVE BEEN DISMANTLED, AND THE AREA IS
 GL0057'NOW UNDER CULTIVATION.
 GL0057
 GL0057                          STATION RECOVERY (1973)
 GL0057
 GL0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0093 ***********************************************************************
 GL0093  DESIGNATION -  E 370
 GL0093  PID         -  GL0093
 GL0093  STATE/COUNTY-  TX/DALLAM
 GL0093  USGS QUAD   -  WILCO (1965)
 GL0093
 GL0093                         *CURRENT SURVEY CONTROL
 GL0093  ___________________________________________________________________
 GL0093* NAD 83(1986)-  36 04 46.     (N)    102 21 59.     (W)     SCALED    
 GL0093* NAVD 88     -      1197.830  (meters)    3929.88   (feet)  ADJUSTED  
 GL0093  ___________________________________________________________________
 GL0093  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 GL0093  DYNAMIC HT  -        1196.447 (meters)    3925.34  (feet)  COMP
 GL0093  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 GL0093
 GL0093  VERT ORDER  -  SECOND    CLASS 0
 GL0093
 GL0093.The horizontal coordinates were scaled from a topographic map and have
 GL0093.an estimated accuracy of +/- 6 seconds.
 GL0093
 GL0093.The orthometric height was determined by differential leveling
 GL0093.and adjusted by the National Geodetic Survey in June 1991..
 GL0093
 GL0093.The geoid height was determined by GEOID03.
 GL0093
 GL0093.The dynamic height is computed by dividing the NAVD 88
 GL0093.geopotential number by the normal gravity value computed on the
 GL0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0093.degrees latitude (g = 980.6199 gals.).
 GL0093
 GL0093.The modeled gravity was interpolated from observed gravity values.
 GL0093
 GL0093;                    North         East    Units  Estimated Accuracy
 GL0093;SPC TX N     - 1,231,040.      121,960.      MT  (+/- 180 meters Scaled)
 GL0093
 GL0093                          SUPERSEDED SURVEY CONTROL
 GL0093
 GL0093.No superseded survey control is available for this station.
 GL0093
 GL0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV371959(NAD 83)
 GL0093_MARKER: DB = BENCH MARK DISK
 GL0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0093_STAMPING: E 370 1943
 GL0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0093+STABILITY: SURFACE MOTION
 GL0093
 GL0093  HISTORY     - Date     Condition        Report By
 GL0093  HISTORY     - 1943     MONUMENTED       CGS
 GL0093  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0093
 GL0093                          STATION DESCRIPTION
 GL0093
 GL0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0093'14 MI SW FROM CONLEN.
 GL0093'9.0 MILES SOUTHWEST ALONG U.S. HIGHWAY NUMBER 54, THENCE, 5.0 MILES
 GL0093'SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT CONLEN.  SET IN THE
 GL0093'INSIDE OF A RIGHT-ANGLE CURVE, AT THE INTERSECTION OF A FARM ROAD
 GL0093'LEADING EAST.  84 FEET NORTH OF THE CENTER-LINE OF THE MAIN ROAD
 GL0093'LEADING WEST, 62 FEET WEST OF THE CENTER-LINE OF THE MAIN ROAD LEADING
 GL0093'NORTH, 58.5 FEET NORTH OF THE CORNER FENCE POST, 2.0 FEET EAST OF THE
 GL0093'RIGHT-OF-WAY FENCE, 2.5 FEET NORTH OF THE REFERENCE POST. NOTE-- FIELD
 GL0093'IS CULTIVATED RIGHT UP TO THE ROAD.
 GL0093
 GL0093                          STATION RECOVERY (1965)
 GL0093
 GL0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0112 ***********************************************************************
 FM0112  DESIGNATION -  E 371
 FM0112  PID         -  FM0112
 FM0112  STATE/COUNTY-  TX/MOORE
 FM0112  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0112
 FM0112                         *CURRENT SURVEY CONTROL
 FM0112  ___________________________________________________________________
 FM0112* NAD 83(1986)-  35 57 10.     (N)    102 00 57.     (W)     SCALED    
 FM0112* NAVD 88     -      1116.289  (meters)    3662.36   (feet)  ADJUSTED  
 FM0112  ___________________________________________________________________
 FM0112  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FM0112  DYNAMIC HT  -        1115.003 (meters)    3658.14  (feet)  COMP
 FM0112  MODELED GRAV-     979,442.6   (mgal)                       NAVD 88
 FM0112
 FM0112  VERT ORDER  -  SECOND    CLASS 0
 FM0112
 FM0112.The horizontal coordinates were scaled from a topographic map and have
 FM0112.an estimated accuracy of +/- 6 seconds.
 FM0112
 FM0112.The orthometric height was determined by differential leveling
 FM0112.and adjusted by the National Geodetic Survey in June 1991..
 FM0112
 FM0112.The geoid height was determined by GEOID03.
 FM0112
 FM0112.The dynamic height is computed by dividing the NAVD 88
 FM0112.geopotential number by the normal gravity value computed on the
 FM0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0112.degrees latitude (g = 980.6199 gals.).
 FM0112
 FM0112.The modeled gravity was interpolated from observed gravity values.
 FM0112
 FM0112;                    North         East    Units  Estimated Accuracy
 FM0112;SPC TX N     - 1,216,760.      153,470.      MT  (+/- 180 meters Scaled)
 FM0112
 FM0112                          SUPERSEDED SURVEY CONTROL
 FM0112
 FM0112  NGVD 29 (??/??/92) 1115.743  (m)         3660.57   (f) ADJ UNCH    2 0
 FM0112
 FM0112.Superseded values are not recommended for survey control.
 FM0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0112.See file dsdata.txt to determine how the superseded data were derived.
 FM0112
 FM0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV691828(NAD 83)
 FM0112_MARKER: DB = BENCH MARK DISK
 FM0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0112_STAMPING: E 371 1943
 FM0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0112+STABILITY: SURFACE MOTION
 FM0112
 FM0112  HISTORY     - Date     Condition        Report By
 FM0112  HISTORY     - 1943     MONUMENTED       CGS
 FM0112  HISTORY     - 1965     MARK NOT FOUND   USGS
 FM0112
 FM0112                          STATION DESCRIPTION
 FM0112
 FM0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0112'8.2 MI NW FROM DUMAS.
 FM0112'5.5 MILES NORTH ALONG U.S. HIGHWAY NUMBER 287, THENCE, 0.7 MILE WEST,
 FM0112'THENCE, 1.0 MILE NORTH, THENCE, 1.0 MILE WEST ALONG GRADED ROADS FROM
 FM0112'THE COURTHOUSE AT DUMAS.  SET AT A SECTION FENCE LINE LEADING NORTH.
 FM0112'33 FEET NORTH OF THE CENTER-LINE OF THE ROAD, 13.7 FEET EAST OF CORNER
 FM0112'SECTION FENCE POST, 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 2.0 FEET
 FM0112'WEST OF THE REFERENCE POST.
 FM0112
 FM0112                          STATION RECOVERY (1965)
 FM0112
 FM0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FM0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0231 ***********************************************************************
 GL0231  DESIGNATION -  E 372
 GL0231  PID         -  GL0231
 GL0231  STATE/COUNTY-  TX/SHERMAN
 GL0231  USGS QUAD   -  CACTUS WEST (1965)
 GL0231
 GL0231                         *CURRENT SURVEY CONTROL
 GL0231  ___________________________________________________________________
 GL0231* NAD 83(1986)-  36 05 10.     (N)    102 00 49.     (W)     SCALED    
 GL0231* NAVD 88     -      1104.616  (meters)    3624.06   (feet)  ADJUSTED  
 GL0231  ___________________________________________________________________
 GL0231  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 GL0231  DYNAMIC HT  -        1103.365 (meters)    3619.96  (feet)  COMP
 GL0231  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 GL0231
 GL0231  VERT ORDER  -  SECOND    CLASS 0
 GL0231
 GL0231.The horizontal coordinates were scaled from a topographic map and have
 GL0231.an estimated accuracy of +/- 6 seconds.
 GL0231
 GL0231.The orthometric height was determined by differential leveling
 GL0231.and adjusted by the National Geodetic Survey in June 1991..
 GL0231
 GL0231.The geoid height was determined by GEOID03.
 GL0231
 GL0231.The dynamic height is computed by dividing the NAVD 88
 GL0231.geopotential number by the normal gravity value computed on the
 GL0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0231.degrees latitude (g = 980.6199 gals.).
 GL0231
 GL0231.The modeled gravity was interpolated from observed gravity values.
 GL0231
 GL0231;                    North         East    Units  Estimated Accuracy
 GL0231;SPC TX N     - 1,231,550.      153,740.      MT  (+/- 180 meters Scaled)
 GL0231
 GL0231                          SUPERSEDED SURVEY CONTROL
 GL0231
 GL0231  NGVD 29 (??/??/92) 1104.09   (m)         3622.3    (f) COMPUTED    2 0
 GL0231
 GL0231.Superseded values are not recommended for survey control.
 GL0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0231.See file dsdata.txt to determine how the superseded data were derived.
 GL0231
 GL0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV689976(NAD 83)
 GL0231_MARKER: Z = SEE DESCRIPTION
 GL0231_SETTING: 0 = UNSPECIFIED SETTING
 GL0231_STAMPING: E372 1943
 GL0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0231
 GL0231  HISTORY     - Date     Condition        Report By
 GL0231  HISTORY     - 1943     MONUMENTED       CGS
 GL0231  HISTORY     - 1953     GOOD             NGS
 GL0231  HISTORY     - 1965     POOR             USGS
 GL0231
 GL0231                          STATION DESCRIPTION
 GL0231
 GL0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GL0231'4 MI NNW FROM ETTER.
 GL0231'TO REACH THE STATION FROM THE ROCK ISLAND RAILROAD DEPOT IN ETTER, GO
 GL0231'NORTH ON US HIGHWAY 287 FOR 4.15 MILES TO A DIRT CROSS ROAD. CONTINUE
 GL0231'STRAIGHT AHEAD, NORTH, ON US HIGHWAY 287 FOR 0.3 MILE TO THE STATION
 GL0231'ON THE LEFT, WEST, SIDE OF THE HIGHWAY.  THE STATION IS 57 FEET WEST
 GL0231'OF THE CENTER LINE OF US HIGHWAY 287 AND 39 FEET EAST OF THE EAST RAIL
 GL0231'OF THE SANTA FE RAILROAD TRACK.  NOTE-- MARK HAS BEEN HIT BY HEAVY
 GL0231'EQUIPMENT.
 GL0231
 GL0231                          STATION RECOVERY (1965)
 GL0231
 GL0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0231'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0423 ***********************************************************************
 GK0423  DESIGNATION -  E 373
 GK0423  PID         -  GK0423
 GK0423  STATE/COUNTY-  TX/HANSFORD
 GK0423  USGS QUAD   -  HANNAS DRAW EAST (1974)
 GK0423
 GK0423                         *CURRENT SURVEY CONTROL
 GK0423  ___________________________________________________________________
 GK0423* NAD 83(1986)-  36 07 36.     (N)    101 28 51.     (W)     SCALED    
 GK0423* NAVD 88     -       968.279  (meters)    3176.76   (feet)  ADJUSTED  
 GK0423  ___________________________________________________________________
 GK0423  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 GK0423  DYNAMIC HT  -         967.218 (meters)    3173.28  (feet)  COMP
 GK0423  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 GK0423
 GK0423  VERT ORDER  -  SECOND    CLASS 0
 GK0423
 GK0423.The horizontal coordinates were scaled from a topographic map and have
 GK0423.an estimated accuracy of +/- 6 seconds.
 GK0423
 GK0423.The orthometric height was determined by differential leveling
 GK0423.and adjusted by the National Geodetic Survey in June 1991..
 GK0423
 GK0423.The geoid height was determined by GEOID03.
 GK0423
 GK0423.The dynamic height is computed by dividing the NAVD 88
 GK0423.geopotential number by the normal gravity value computed on the
 GK0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0423.degrees latitude (g = 980.6199 gals.).
 GK0423
 GK0423.The modeled gravity was interpolated from observed gravity values.
 GK0423
 GK0423;                    North         East    Units  Estimated Accuracy
 GK0423;SPC TX N     - 1,235,930.      201,730.      MT  (+/- 180 meters Scaled)
 GK0423
 GK0423                          SUPERSEDED SURVEY CONTROL
 GK0423
 GK0423  NGVD 29 (??/??/92)  967.835  (m)         3175.31   (f) ADJ UNCH    2 0
 GK0423
 GK0423.Superseded values are not recommended for survey control.
 GK0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0423.See file dsdata.txt to determine how the superseded data were derived.
 GK0423
 GK0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF767008(NAD 83)
 GK0423_MARKER: DB = BENCH MARK DISK
 GK0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0423_STAMPING: E 373 1943
 GK0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0423+STABILITY: SURFACE MOTION
 GK0423
 GK0423  HISTORY     - Date     Condition        Report By
 GK0423  HISTORY     - 1943     MONUMENTED       CGS
 GK0423
 GK0423                          STATION DESCRIPTION
 GK0423
 GK0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0423'5.0 MI N FROM MORSE.
 GK0423'THIS MARK IS ABOUT 5.0 MILES NORTH ALONG THE CRI AND G RAILROAD FROM
 GK0423'THE DEPOT AT MORSE, HANSFORD COUNTY, SET AT A ROAD CROSSING, 2.0 FEET
 GK0423'SOUTH OF A EASTWEST FENCE, 30.0 FEET NORTH OF THE CENTER LINE OF THE
 GK0423'ROAD, 38.0 FEET EAST OF THE EAST RAIL, 5.5 FEET NORTH OF A POWER POLE,
 GK0423'PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET WEST OF A WHITE
 GK0423'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0537 ***********************************************************************
 GK0537  DESIGNATION -  E 374 RESET 1959
 GK0537  PID         -  GK0537
 GK0537  STATE/COUNTY-  TX/HANSFORD
 GK0537  USGS QUAD   -  HANNAS DRAW WEST (1974)
 GK0537
 GK0537                         *CURRENT SURVEY CONTROL
 GK0537  ___________________________________________________________________
 GK0537* NAD 83(1986)-  36 12 44.     (N)    101 35 15.     (W)     SCALED    
 GK0537* NAVD 88     -      1015.21   (meters)    3330.7    (feet)  RESET     
 GK0537  ___________________________________________________________________
 GK0537  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 GK0537
 GK0537  VERT ORDER  -  THIRD
 GK0537
 GK0537.The horizontal coordinates were scaled from a topographic map and have
 GK0537.an estimated accuracy of +/- 6 seconds.
 GK0537
 GK0537.The orthometric height was computed from unverified reset data.
 GK0537
 GK0537.The geoid height was determined by GEOID03.
 GK0537
 GK0537;                    North         East    Units  Estimated Accuracy
 GK0537;SPC TX N     - 1,245,430.      192,130.      MT  (+/- 180 meters Scaled)
 GK0537
 GK0537                          SUPERSEDED SURVEY CONTROL
 GK0537
 GK0537.No superseded survey control is available for this station.
 GK0537
 GK0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF673105(NAD 83)
 GK0537_MARKER: DB = BENCH MARK DISK
 GK0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0537_STAMPING: E 374 RESET 1959
 GK0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0537+STABILITY: SURFACE MOTION
 GK0537
 GK0537  HISTORY     - Date     Condition        Report By
 GK0537  HISTORY     - 1959     MONUMENTED       CGS
 GK0537
 GK0537                          STATION DESCRIPTION
 GK0537
 GK0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GK0537'10.75 MI WSW FROM GRUVER.
 GK0537'ABOUT 10 3/4 MILES AIRLINE WEST, SOUTHWEST OF GRUVER, HANSFORD COUNTY,
 GK0537'IN THE NORTH RIGHT-OF-WAY FENCE LINE OF F.M.ROAD NO. 2018, 4 FEET WEST
 GK0537'OF A BRACE POST AT THE WEST SIDE OF A GATE AND 14 YARDS WEST OF A
 GK0537'FENCE CORNER AT THE RIGHT-OF-WAY FENCE AND A FENCE NORTH. IT IS ABOUT
 GK0537'0.1 MILE NORTHEAST OF A LONE WINDMILL AND 1.0 MILE EAST OF THE
 GK0537'JUNCTION OF FM ROADS 2018 AND 1060.  A STANDARD DISK STAMPED E 374
 GK0537'RESET 1959 IN A CNCRETE POST PROJECTING ABOUT 3 INCHES.  NOTE-- TO
 GK0537'REACH FROM GRUVER.  GO SOUTHWEST ON HIGHWAY NO. 278, 4.0 MILES. THEN
 GK0537'TURN RIGHT AND GO WEST ON FM ROAD NO. 2018, 8.0 MILES TO THE MARK ON
 GK0537'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0459 ***********************************************************************
 FM0459  DESIGNATION -  E 376
 FM0459  PID         -  FM0459
 FM0459  STATE/COUNTY-  TX/HARTLEY
 FM0459  USGS QUAD   -  SPRING CREEK RANCH (1971)
 FM0459
 FM0459                         *CURRENT SURVEY CONTROL
 FM0459  ___________________________________________________________________
 FM0459* NAD 83(1986)-  35 43 07.     (N)    102 51 59.     (W)     SCALED    
 FM0459* NAVD 88     -      1225.195  (meters)    4019.66   (feet)  ADJUSTED  
 FM0459  ___________________________________________________________________
 FM0459  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 FM0459  DYNAMIC HT  -        1223.752 (meters)    4014.93  (feet)  COMP
 FM0459  MODELED GRAV-     979,413.0   (mgal)                       NAVD 88
 FM0459
 FM0459  VERT ORDER  -  SECOND    CLASS 0
 FM0459
 FM0459.The horizontal coordinates were scaled from a topographic map and have
 FM0459.an estimated accuracy of +/- 6 seconds.
 FM0459
 FM0459.The orthometric height was determined by differential leveling
 FM0459.and adjusted by the National Geodetic Survey in June 1991..
 FM0459
 FM0459.The geoid height was determined by GEOID03.
 FM0459
 FM0459.The dynamic height is computed by dividing the NAVD 88
 FM0459.geopotential number by the normal gravity value computed on the
 FM0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0459.degrees latitude (g = 980.6199 gals.).
 FM0459
 FM0459.The modeled gravity was interpolated from observed gravity values.
 FM0459
 FM0459;                    North         East    Units  Estimated Accuracy
 FM0459;SPC TX N     - 1,191,510.       76,380.      MT  (+/- 180 meters Scaled)
 FM0459
 FM0459                          SUPERSEDED SURVEY CONTROL
 FM0459
 FM0459  NGVD 29 (??/??/92) 1224.658  (m)         4017.90   (f) ADJ UNCH    2 0
 FM0459
 FM0459.Superseded values are not recommended for survey control.
 FM0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0459.See file dsdata.txt to determine how the superseded data were derived.
 FM0459
 FM0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV929548(NAD 83)
 FM0459_MARKER: DB = BENCH MARK DISK
 FM0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0459_STAMPING: E 376 1943
 FM0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0459+STABILITY: SURFACE MOTION
 FM0459
 FM0459  HISTORY     - Date     Condition        Report By
 FM0459  HISTORY     - 1943     MONUMENTED       CGS
 FM0459  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0459
 FM0459                          STATION DESCRIPTION
 FM0459
 FM0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0459'5.8 MI E FROM ROMERO.
 FM0459'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 54, THENCE, 3.8 MILES EAST
 FM0459'ALONG A GRADED ROAD FROM THE RAILROAD STATION AT ROMERO.  ABOUT 1.0
 FM0459'MILE EAST OF BENCH MARK D 376.  29 FEET NORTH OF THE CENTER-LINE OF
 FM0459'THE MAIN ROAD, 1.6 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET
 FM0459'SOUTH OF THE REFERENCE POST.
 FM0459
 FM0459                          STATION RECOVERY (1971)
 FM0459
 FM0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1248 ***********************************************************************
 FL1248  DESIGNATION -  E 377
 FL1248  PID         -  FL1248
 FL1248  STATE/COUNTY-  TX/RANDALL
 FL1248  USGS QUAD   -  THE PALISADES (1973)
 FL1248
 FL1248                         *CURRENT SURVEY CONTROL
 FL1248  ___________________________________________________________________
 FL1248* NAD 83(1986)-  35 03 07.     (N)    101 46 27.     (W)     SCALED    
 FL1248* NAVD 88     -      1025.316  (meters)    3363.89   (feet)  ADJUSTED  
 FL1248  ___________________________________________________________________
 FL1248  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL1248  DYNAMIC HT  -        1024.083 (meters)    3359.85  (feet)  COMP
 FL1248  MODELED GRAV-     979,396.9   (mgal)                       NAVD 88
 FL1248
 FL1248  VERT ORDER  -  SECOND    CLASS 0
 FL1248
 FL1248.The horizontal coordinates were scaled from a topographic map and have
 FL1248.an estimated accuracy of +/- 6 seconds.
 FL1248
 FL1248.The orthometric height was determined by differential leveling
 FL1248.and adjusted by the National Geodetic Survey in June 1991..
 FL1248
 FL1248.The geoid height was determined by GEOID03.
 FL1248
 FL1248.The dynamic height is computed by dividing the NAVD 88
 FL1248.geopotential number by the normal gravity value computed on the
 FL1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1248.degrees latitude (g = 980.6199 gals.).
 FL1248
 FL1248.The modeled gravity was interpolated from observed gravity values.
 FL1248
 FL1248;                    North         East    Units  Estimated Accuracy
 FL1248;SPC TX N     - 1,116,730.      174,990.      MT  (+/- 180 meters Scaled)
 FL1248
 FL1248                          SUPERSEDED SURVEY CONTROL
 FL1248
 FL1248  NGVD 29 (??/??/92) 1024.836  (m)         3362.32   (f) ADJ UNCH    2 0
 FL1248
 FL1248.Superseded values are not recommended for survey control.
 FL1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1248.See file dsdata.txt to determine how the superseded data were derived.
 FL1248
 FL1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD469823(NAD 83)
 FL1248_MARKER: DB = BENCH MARK DISK
 FL1248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1248_SP_SET: CULVERT
 FL1248_STAMPING: E 377 1943
 FL1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1248
 FL1248  HISTORY     - Date     Condition        Report By
 FL1248  HISTORY     - 1943     MONUMENTED       CGS
 FL1248
 FL1248                          STATION DESCRIPTION
 FL1248
 FL1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1248'19.5 MI S FROM AMARILLO.
 FL1248'IN RANDALL COUNTY, 19.5 MILES SOUTH OF AMARILLO, POTTER COUNTY.  THIS
 FL1248'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE NORTH
 FL1248'ALONG TAYLOR STREET, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY 60,
 FL1248'THENCE ALONG GRADED ROADS 2.1 MILES SOUTH, 1.0 MILE WEST, 6.5 MILES
 FL1248'SOUTH, AND 0.7 MILE WEST, AND THENCE 3.2 MILES SOUTH ALONG A RANCH
 FL1248'ROAD.  IT IS 11.6 MILES SOUTHEAST OF THE PANHANDLE AND SANTA FE
 FL1248'RAILWAY STATION AT ZITA, AT THE POINT WHERE THE ROAD MAKES A HORSESHOE
 FL1248'TURN ACROSS A DRY WASH, 29 FEET NORHTWEST OF THE WEST END OF A 24-INCH
 FL1248'CORRUGATED IRON CULVERT, 33.7 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FL1248'ROAD, IN A SANDSTONE OUTCROP, AND 20 FEET SOUTHEAST OF A WHITE WOODEN
 FL1248'WITNESS POST.  A STANDARD DISK, STAMPED E 377 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0260 ***********************************************************************
 FL0260  DESIGNATION -  E 378
 FL0260  PID         -  FL0260
 FL0260  STATE/COUNTY-  TX/WHEELER
 FL0260  USGS QUAD   -  RAMSDELL (1963)
 FL0260
 FL0260                         *CURRENT SURVEY CONTROL
 FL0260  ___________________________________________________________________
 FL0260* NAD 83(1986)-  35 13 35.     (N)    100 25 54.     (W)     SCALED    
 FL0260* NAVD 88     -       810.918  (meters)    2660.49   (feet)  ADJUSTED  
 FL0260  ___________________________________________________________________
 FL0260  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL0260  DYNAMIC HT  -         810.059 (meters)    2657.67  (feet)  COMP
 FL0260  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 FL0260
 FL0260  VERT ORDER  -  SECOND    CLASS 0
 FL0260
 FL0260.The horizontal coordinates were scaled from a topographic map and have
 FL0260.an estimated accuracy of +/- 6 seconds.
 FL0260
 FL0260.The orthometric height was determined by differential leveling
 FL0260.and adjusted by the National Geodetic Survey in June 1991..
 FL0260
 FL0260.The geoid height was determined by GEOID03.
 FL0260
 FL0260.The dynamic height is computed by dividing the NAVD 88
 FL0260.geopotential number by the normal gravity value computed on the
 FL0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0260.degrees latitude (g = 980.6199 gals.).
 FL0260
 FL0260.The modeled gravity was interpolated from observed gravity values.
 FL0260
 FL0260;                    North         East    Units  Estimated Accuracy
 FL0260;SPC TX N     - 1,136,580.      297,250.      MT  (+/- 180 meters Scaled)
 FL0260
 FL0260                          SUPERSEDED SURVEY CONTROL
 FL0260
 FL0260  NGVD 29 (??/??/92)  810.614  (m)         2659.49   (f) ADJ UNCH    2 0
 FL0260
 FL0260.Superseded values are not recommended for survey control.
 FL0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0260.See file dsdata.txt to determine how the superseded data were derived.
 FL0260
 FL0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD697990(NAD 83)
 FL0260_MARKER: DB = BENCH MARK DISK
 FL0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0260_SP_SET: CULVERT
 FL0260_STAMPING: E 378 1943
 FL0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0260
 FL0260  HISTORY     - Date     Condition        Report By
 FL0260  HISTORY     - 1943     MONUMENTED       CGS
 FL0260  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0260
 FL0260                          STATION DESCRIPTION
 FL0260
 FL0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0260'2.9 MI N FROM RAMSDELL.
 FL0260'2.9 MILES NORTH ALONG A GRADED ROAD (FARM-TO-MARKET HIGHWAY 453) FROM
 FL0260'THE CHICAGO, ROCK ISLAND AND PACIFIC R.R. CO. AT RAMSDELL, AT THE
 FL0260'CROSSING OF U.S. HIGHWAY 66, 40 FEET SOUTH OF THE CENTERLINE OF THE
 FL0260'HIGHWAY, AT A CULVERT UNDER THE GRADED ROAD, IN THE TOP OF THE NORTH
 FL0260'END OF THE EAST HEADWALL, AND 13 FEET EAST OF THE CENTERLINE OF THE
 FL0260'ROAD.  A STANDARD DISK, STAMPED E 378 1943.
 FL0260
 FL0260                          STATION RECOVERY (1963)
 FL0260
 FL0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0225 ***********************************************************************
 FL0225  DESIGNATION -  E 379
 FL0225  PID         -  FL0225
 FL0225  STATE/COUNTY-  TX/WHEELER
 FL0225  USGS QUAD   -  SPRING CREEK (1962)
 FL0225
 FL0225                         *CURRENT SURVEY CONTROL
 FL0225  ___________________________________________________________________
 FL0225* NAD 83(1986)-  35 22 40.     (N)    100 24 24.     (W)     SCALED    
 FL0225* NAVD 88     -       724.689  (meters)    2377.58   (feet)  ADJUSTED  
 FL0225  ___________________________________________________________________
 FL0225  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0225  DYNAMIC HT  -         723.925 (meters)    2375.08  (feet)  COMP
 FL0225  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 FL0225
 FL0225  VERT ORDER  -  SECOND    CLASS 0
 FL0225
 FL0225.The horizontal coordinates were scaled from a topographic map and have
 FL0225.an estimated accuracy of +/- 6 seconds.
 FL0225
 FL0225.The orthometric height was determined by differential leveling
 FL0225.and adjusted by the National Geodetic Survey in June 1991..
 FL0225
 FL0225.The geoid height was determined by GEOID03.
 FL0225
 FL0225.The dynamic height is computed by dividing the NAVD 88
 FL0225.geopotential number by the normal gravity value computed on the
 FL0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0225.degrees latitude (g = 980.6199 gals.).
 FL0225
 FL0225.The modeled gravity was interpolated from observed gravity values.
 FL0225
 FL0225;                    North         East    Units  Estimated Accuracy
 FL0225;SPC TX N     - 1,153,400.      299,340.      MT  (+/- 180 meters Scaled)
 FL0225
 FL0225                          SUPERSEDED SURVEY CONTROL
 FL0225
 FL0225  NGVD 29 (??/??/92)  724.360  (m)         2376.50   (f) ADJ UNCH    2 0
 FL0225
 FL0225.Superseded values are not recommended for survey control.
 FL0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0225.See file dsdata.txt to determine how the superseded data were derived.
 FL0225
 FL0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE722158(NAD 83)
 FL0225_MARKER: DB = BENCH MARK DISK
 FL0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0225_STAMPING: E 379 1943
 FL0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0225+STABILITY: SURFACE MOTION
 FL0225
 FL0225  HISTORY     - Date     Condition        Report By
 FL0225  HISTORY     - 1943     MONUMENTED       CGS
 FL0225
 FL0225                          STATION DESCRIPTION
 FL0225
 FL0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0225'2.0 MI NW FROM MAGIC CITY.
 FL0225'THIS MARK IS ABOUT 2.0 MILES NORTHWEST ALONG THE FORTH WORTH AND
 FL0225'DENVER CITY RAILWAY FROM THE STATION AT MAGIC CITY, WHEELER COUNTY,
 FL0225'ABOUT 0.1 MILE EAST OF MILEPOST 294, AT THE CROSSING OF A ROAD TO A
 FL0225'FARM HOUSE, 8.0 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 14.0 FEET
 FL0225'EAST OF THE CENTER LINE OF THE ROAD, 41.0 FEET NORTH OF THE NORTH
 FL0225'RAIL, 4.0 FEET NORTHEAST OF A POWER POLE, PROJECTING ABOUT 4-INCHES
 FL0225'ABOVE THE GROUND.  STAMPED E 379 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0267 ***********************************************************************
 AO0267  DESIGNATION -  E 38
 AO0267  PID         -  AO0267
 AO0267  STATE/COUNTY-  TX/LA SALLE
 AO0267  USGS QUAD   -  HARRIS LAKE (1974)
 AO0267
 AO0267                         *CURRENT SURVEY CONTROL
 AO0267  ___________________________________________________________________
 AO0267* NAD 83(1986)-  28 24 01.     (N)    099 15 10.     (W)     SCALED    
 AO0267* NAVD 88     -       129.582  (meters)     425.14   (feet)  POSTED    
 AO0267  ___________________________________________________________________
 AO0267  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AO0267  DYNAMIC HT  -         129.390 (meters)     424.51  (feet)  COMP
 AO0267  MODELED GRAV-     979,133.5   (mgal)                       NAVD 88
 AO0267
 AO0267  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0267
 AO0267.The horizontal coordinates were scaled from a topographic map and have
 AO0267.an estimated accuracy of +/- 6 seconds.
 AO0267
 AO0267.The orthometric height was determined by differential leveling
 AO0267.and adjusted by the National Geodetic Survey in 1992..
 AO0267.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0267.rate of 1.1 thru 2.0 mm/km.
 AO0267
 AO0267.The geoid height was determined by GEOID03.
 AO0267
 AO0267.The dynamic height is computed by dividing the NAVD 88
 AO0267.geopotential number by the normal gravity value computed on the
 AO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0267.degrees latitude (g = 980.6199 gals.).
 AO0267
 AO0267.The modeled gravity was interpolated from observed gravity values.
 AO0267
 AO0267;                    North         East    Units  Estimated Accuracy
 AO0267;SPC TXSC     - 4,062,860.      575,230.      MT  (+/- 180 meters Scaled)
 AO0267
 AO0267                          SUPERSEDED SURVEY CONTROL
 AO0267
 AO0267  NGVD 29 (??/??/92)  129.46   (m)          424.7    (f) COMPUTED    1 2
 AO0267
 AO0267.Superseded values are not recommended for survey control.
 AO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0267.See file dsdata.txt to determine how the superseded data were derived.
 AO0267
 AO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS752415(NAD 83)
 AO0267_MARKER: Z = SEE DESCRIPTION
 AO0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0267_SP_SET: STONE POST
 AO0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0267+STABILITY: SURFACE MOTION
 AO0267
 AO0267  HISTORY     - Date     Condition        Report By
 AO0267  HISTORY     - UNK      MONUMENTED       CGS
 AO0267  HISTORY     - 1957     MARK NOT FOUND   NGS
 AO0267
 AO0267                          STATION DESCRIPTION
 AO0267
 AO0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0267'2.8 MI S FROM COTULLA.
 AO0267'2.8 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AO0267'COTULLA, LA SALLE COUNTY, MIDWAY BETWEEN THE THIRD AND FOURTH POLES
 AO0267'NORTH OF MILEPOST 348, AND 40 FEET EAST OF THE TRACK.  THE BOTTOM OF A
 AO0267'SQUARE HOLE, FLANKED BY THE LETTERS USBM IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0311 ***********************************************************************
 FL0311  DESIGNATION -  E 380
 FL0311  PID         -  FL0311
 FL0311  STATE/COUNTY-  TX/GRAY
 FL0311  USGS QUAD   -  ALANREED (1976)
 FL0311
 FL0311                         *CURRENT SURVEY CONTROL
 FL0311  ___________________________________________________________________
 FL0311* NAD 83(1986)-  35 12 45.     (N)    100 41 17.     (W)     SCALED    
 FL0311* NAVD 88     -       919.458  (meters)    3016.59   (feet)  ADJUSTED  
 FL0311  ___________________________________________________________________
 FL0311  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL0311  DYNAMIC HT  -         918.452 (meters)    3013.29  (feet)  COMP
 FL0311  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 FL0311
 FL0311  VERT ORDER  -  FIRST     CLASS II
 FL0311
 FL0311.The horizontal coordinates were scaled from a topographic map and have
 FL0311.an estimated accuracy of +/- 6 seconds.
 FL0311
 FL0311.The orthometric height was determined by differential leveling
 FL0311.and adjusted by the National Geodetic Survey in June 1991..
 FL0311.WARNING-Repeat measurements at this control monument indicate possible
 FL0311.vertical movement.
 FL0311
 FL0311.The geoid height was determined by GEOID03.
 FL0311
 FL0311.The dynamic height is computed by dividing the NAVD 88
 FL0311.geopotential number by the normal gravity value computed on the
 FL0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0311.degrees latitude (g = 980.6199 gals.).
 FL0311
 FL0311.The modeled gravity was interpolated from observed gravity values.
 FL0311
 FL0311;                    North         East    Units  Estimated Accuracy
 FL0311;SPC TX N     - 1,134,810.      273,920.      MT  (+/- 180 meters Scaled)
 FL0311
 FL0311                          SUPERSEDED SURVEY CONTROL
 FL0311
 FL0311  NGVD 29 (??/??/92)  919.098  (m)         3015.41   (f) ADJ UNCH    1 2
 FL0311
 FL0311.Superseded values are not recommended for survey control.
 FL0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0311.See file dsdata.txt to determine how the superseded data were derived.
 FL0311
 FL0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD463979(NAD 83)
 FL0311_MARKER: DB = BENCH MARK DISK
 FL0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0311_STAMPING: E 380 1943
 FL0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0311+STABILITY: SURFACE MOTION
 FL0311
 FL0311  HISTORY     - Date     Condition        Report By
 FL0311  HISTORY     - 1943     MONUMENTED       CGS
 FL0311  HISTORY     - 1953     GOOD             NGS
 FL0311
 FL0311                          STATION DESCRIPTION
 FL0311
 FL0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0311'3.0 MI E FROM ALANREED.
 FL0311'3.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0311'FROM THE STATION SIGN AT ALANREED, 102 FEET NORTH OF THE CENTER OF A
 FL0311'ROAD CROSSING, 5 FEET WEST OF MILEPOST 693, 45.2 FEET NORTHWEST OF THE
 FL0311'NORTHWEST RAIL, 28 FEET EAST OF THE CENTER LINE OF A ROAD, 3 FEET EAST
 FL0311'OF A WITNESS POST, 4 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP
 FL0311'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0438 ***********************************************************************
 FM0438  DESIGNATION -  E 381
 FM0438  PID         -  FM0438
 FM0438  STATE/COUNTY-  TX/HARTLEY
 FM0438  USGS QUAD   -  PROCTOR RANCH (1971)
 FM0438
 FM0438                         *CURRENT SURVEY CONTROL
 FM0438  ___________________________________________________________________
 FM0438* NAD 83(1986)-  35 39 47.     (N)    102 33 58.     (W)     SCALED    
 FM0438* NAVD 88     -      1135.044  (meters)    3723.89   (feet)  ADJUSTED  
 FM0438  ___________________________________________________________________
 FM0438  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 FM0438  DYNAMIC HT  -        1133.710 (meters)    3719.51  (feet)  COMP
 FM0438  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 FM0438
 FM0438  VERT ORDER  -  SECOND    CLASS 0
 FM0438
 FM0438.The horizontal coordinates were scaled from a topographic map and have
 FM0438.an estimated accuracy of +/- 6 seconds.
 FM0438
 FM0438.The orthometric height was determined by differential leveling
 FM0438.and adjusted by the National Geodetic Survey in June 1991..
 FM0438
 FM0438.The geoid height was determined by GEOID03.
 FM0438
 FM0438.The dynamic height is computed by dividing the NAVD 88
 FM0438.geopotential number by the normal gravity value computed on the
 FM0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0438.degrees latitude (g = 980.6199 gals.).
 FM0438
 FM0438.The modeled gravity was interpolated from observed gravity values.
 FM0438
 FM0438;                    North         East    Units  Estimated Accuracy
 FM0438;SPC TX N     - 1,185,020.      103,480.      MT  (+/- 180 meters Scaled)
 FM0438
 FM0438                          SUPERSEDED SURVEY CONTROL
 FM0438
 FM0438  NGVD 29 (??/??/92) 1134.517  (m)         3722.16   (f) ADJ UNCH    2 0
 FM0438
 FM0438.Superseded values are not recommended for survey control.
 FM0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0438.See file dsdata.txt to determine how the superseded data were derived.
 FM0438
 FM0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV203493(NAD 83)
 FM0438_MARKER: DB = BENCH MARK DISK
 FM0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0438_STAMPING: E 381 1943
 FM0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0438+STABILITY: SURFACE MOTION
 FM0438
 FM0438  HISTORY     - Date     Condition        Report By
 FM0438  HISTORY     - 1943     MONUMENTED       CGS
 FM0438  HISTORY     - 1971     GOOD             USGS
 FM0438
 FM0438                          STATION DESCRIPTION
 FM0438
 FM0438'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0438'13.6 MI W FROM CHANNING.
 FM0438'TO REACH THE MARK FROM THE JUNCTION OF US HWY 385, TEXAS 354, AND
 FM0438'TEXAS FARM ROAD 767 IN CHANNING, TEXAS, GO WEST ON FARM ROAD 767 FOR
 FM0438'13.6 MILES AND THE MARK ON THE LEFT NEAR TWO FENCE GATES ON OPPOSITES
 FM0438'SIDES OF THE HIGHWAY.  THE MARK IS 0.14 MILES WEST OF A N/S FENCE
 FM0438'LINE, 30 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14 FT. NORTH OF
 FM0438'THE R.O.W. FENCE AND 13 FT. OF THE EAST END OF THE SOUTH GATE.  A
 FM0438'STANDARD DISK STAMPED E 381 1943 AND SET IN THE TOP OF A CONCRETE
 FM0438'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0443 ***********************************************************************
 CA0443  DESIGNATION -  E 382
 CA0443  PID         -  CA0443
 CA0443  STATE/COUNTY-  TX/BROWN
 CA0443  USGS QUAD   -  THRIFTY (1977)
 CA0443
 CA0443                         *CURRENT SURVEY CONTROL
 CA0443  ___________________________________________________________________
 CA0443* NAD 83(1986)-  31 46 14.     (N)    099 09 47.     (W)     SCALED    
 CA0443* NAVD 88     -       459.842  (meters)    1508.66   (feet)  ADJUSTED  
 CA0443  ___________________________________________________________________
 CA0443  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CA0443  DYNAMIC HT  -         459.240 (meters)    1506.69  (feet)  COMP
 CA0443  MODELED GRAV-     979,315.3   (mgal)                       NAVD 88
 CA0443
 CA0443  VERT ORDER  -  SECOND    CLASS 0
 CA0443
 CA0443.The horizontal coordinates were scaled from a topographic map and have
 CA0443.an estimated accuracy of +/- 6 seconds.
 CA0443
 CA0443.The orthometric height was determined by differential leveling
 CA0443.and adjusted by the National Geodetic Survey in June 1991..
 CA0443
 CA0443.The geoid height was determined by GEOID03.
 CA0443
 CA0443.The dynamic height is computed by dividing the NAVD 88
 CA0443.geopotential number by the normal gravity value computed on the
 CA0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0443.degrees latitude (g = 980.6199 gals.).
 CA0443
 CA0443.The modeled gravity was interpolated from observed gravity values.
 CA0443
 CA0443;                    North         East    Units  Estimated Accuracy
 CA0443;SPC TX C     - 3,233,820.      810,850.      MT  (+/- 180 meters Scaled)
 CA0443
 CA0443                          SUPERSEDED SURVEY CONTROL
 CA0443
 CA0443  NGVD 29 (??/??/92)  459.736  (m)         1508.32   (f) ADJ UNCH    2 0
 CA0443
 CA0443.Superseded values are not recommended for survey control.
 CA0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0443.See file dsdata.txt to determine how the superseded data were derived.
 CA0443
 CA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA845150(NAD 83)
 CA0443_MARKER: DB = BENCH MARK DISK
 CA0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0443_STAMPING: E 382 1943
 CA0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0443+STABILITY: SURFACE MOTION
 CA0443
 CA0443  HISTORY     - Date     Condition        Report By
 CA0443  HISTORY     - 1943     MONUMENTED       CGS
 CA0443  HISTORY     - 1969     MARK NOT FOUND   USGS
 CA0443
 CA0443                          STATION DESCRIPTION
 CA0443
 CA0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0443'5.4 MI N FROM BANGS.
 CA0443'0.3 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0443'STATION AT BANGS, THENCE 5.1 MILES NORTH ALONG THE BANGS-FRY GRAVEL
 CA0443'SURFACED ROAD, AT A T INTERSECTION OF THE GRAVEL ROAD AND A PRIVATE
 CA0443'FARM ROAD LEADING EAST, 25 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 CA0443'ROAD, 23 FEET NORTH OF THE CENTER LINE OF THE PRIVATE ROAD, 1.7 FEET
 CA0443'WEST OF A FENCE, AND 2 1/2 FEET SOUTH OF A WHITE REFERENCE POST.  A
 CA0443'DISK, SET IN THE TOP OF A CONCRETE POST.
 CA0443
 CA0443                          STATION RECOVERY (1969)
 CA0443
 CA0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0461 ***********************************************************************
 CT0461  DESIGNATION -  E 383
 CT0461  PID         -  CT0461
 CT0461  STATE/COUNTY-  TX/BROWN
 CT0461  USGS QUAD   -  CROSS CUT (1987)
 CT0461
 CT0461                         *CURRENT SURVEY CONTROL
 CT0461  ___________________________________________________________________
 CT0461* NAD 83(1986)-  32 01 02.     (N)    099 09 28.     (W)     SCALED    
 CT0461* NAVD 88     -       465.526  (meters)    1527.31   (feet)  ADJUSTED  
 CT0461  ___________________________________________________________________
 CT0461  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CT0461  DYNAMIC HT  -         464.919 (meters)    1525.32  (feet)  COMP
 CT0461  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 CT0461
 CT0461  VERT ORDER  -  SECOND    CLASS 0
 CT0461
 CT0461.The horizontal coordinates were scaled from a topographic map and have
 CT0461.an estimated accuracy of +/- 6 seconds.
 CT0461
 CT0461.The orthometric height was determined by differential leveling
 CT0461.and adjusted by the National Geodetic Survey in June 1991..
 CT0461
 CT0461.The geoid height was determined by GEOID03.
 CT0461
 CT0461.The dynamic height is computed by dividing the NAVD 88
 CT0461.geopotential number by the normal gravity value computed on the
 CT0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0461.degrees latitude (g = 980.6199 gals.).
 CT0461
 CT0461.The modeled gravity was interpolated from observed gravity values.
 CT0461
 CT0461;                    North         East    Units  Estimated Accuracy
 CT0461;SPC TX C     - 3,261,170.      811,060.      MT  (+/- 180 meters Scaled)
 CT0461
 CT0461                          SUPERSEDED SURVEY CONTROL
 CT0461
 CT0461  NGVD 29 (??/??/92)  465.396  (m)         1526.89   (f) ADJ UNCH    2 0
 CT0461
 CT0461.Superseded values are not recommended for survey control.
 CT0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0461.See file dsdata.txt to determine how the superseded data were derived.
 CT0461
 CT0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA851423(NAD 83)
 CT0461_MARKER: DB = BENCH MARK DISK
 CT0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0461_SP_SET: BRIDGE
 CT0461_STAMPING: E 383 1943
 CT0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0461
 CT0461  HISTORY     - Date     Condition        Report By
 CT0461  HISTORY     - 1943     MONUMENTED       CGS
 CT0461  HISTORY     - 1960     GOOD             USGS
 CT0461
 CT0461                          STATION DESCRIPTION
 CT0461
 CT0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CT0461'4.9 MI NE FROM BURKETT.
 CT0461'0.8 MILE NORTH ALONG STATE HIGHWAY 206 FROM THE POST OFFICE AT
 CT0461'BURKETT, THENCE 4.1 MILES NORTHEAST ALONG A DIRT ROAD, AT A STEEL
 CT0461'BRIDGE OVER GREENBRIER TURKEY CREEK.  A DISK, SET IN THE TOP OF THE
 CT0461'EAST WING WALL, AND 9 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD.
 CT0461
 CT0461                          STATION RECOVERY (1960)
 CT0461
 CT0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CT0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2221 ***********************************************************************
 CS2221  DESIGNATION -  E 384
 CS2221  PID         -  CS2221
 CS2221  STATE/COUNTY-  TX/BOSQUE
 CS2221  USGS QUAD   -  BRAZOS POINT (1979)
 CS2221
 CS2221                         *CURRENT SURVEY CONTROL
 CS2221  ___________________________________________________________________
 CS2221* NAD 83(1986)-  32 10 53.     (N)    097 36 49.     (W)     SCALED    
 CS2221* NAVD 88     -       187.280  (meters)     614.43   (feet)  ADJUSTED  
 CS2221  ___________________________________________________________________
 CS2221  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS2221  DYNAMIC HT  -         187.051 (meters)     613.68  (feet)  COMP
 CS2221  MODELED GRAV-     979,411.3   (mgal)                       NAVD 88
 CS2221
 CS2221  VERT ORDER  -  SECOND    CLASS 0
 CS2221
 CS2221.The horizontal coordinates were scaled from a topographic map and have
 CS2221.an estimated accuracy of +/- 6 seconds.
 CS2221
 CS2221.The orthometric height was determined by differential leveling
 CS2221.and adjusted by the National Geodetic Survey in June 1991..
 CS2221
 CS2221.The geoid height was determined by GEOID03.
 CS2221
 CS2221.The dynamic height is computed by dividing the NAVD 88
 CS2221.geopotential number by the normal gravity value computed on the
 CS2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2221.degrees latitude (g = 980.6199 gals.).
 CS2221
 CS2221.The modeled gravity was interpolated from observed gravity values.
 CS2221
 CS2221;                    North         East    Units  Estimated Accuracy
 CS2221;SPC TX C     - 3,281,930.      956,490.      MT  (+/- 180 meters Scaled)
 CS2221
 CS2221                          SUPERSEDED SURVEY CONTROL
 CS2221
 CS2221  NGVD 29 (??/??/92)  187.256  (m)          614.36   (f) ADJ UNCH    2 0
 CS2221
 CS2221.Superseded values are not recommended for survey control.
 CS2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2221.See file dsdata.txt to determine how the superseded data were derived.
 CS2221
 CS2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA306613(NAD 83)
 CS2221_MARKER: DB = BENCH MARK DISK
 CS2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2221_STAMPING: E 384 1943
 CS2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2221+STABILITY: SURFACE MOTION
 CS2221
 CS2221  HISTORY     - Date     Condition        Report By
 CS2221  HISTORY     - 1943     MONUMENTED       CGS
 CS2221  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2221
 CS2221                          STATION DESCRIPTION
 CS2221
 CS2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2221'0.5 MI SE FROM BRAZOS POINT.
 CS2221'0.5 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BRAZOS
 CS2221'POINT, IN FRONT OF THE W.B. WALTON FARMHOUSE, 34 FEET SOUTHWEST OF THE
 CS2221'CENTERLINE OF THE ROAD, 15 FEET NORTHEAST OF THE EAST CORNER OF THE
 CS2221'YARD FENCE, 1.3 FEET NORTHWEST OF A GARDEN FENCE, AND 4 1/2 FEET
 CS2221'NORTHEAST OF A WHITE REFERENCE POST.  A DISK SET IN THE TOP OF A
 CS2221'CONCRETE POST.
 CS2221
 CS2221                          STATION RECOVERY (2001)
 CS2221
 CS2221'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0415 ***********************************************************************
 CA0415  DESIGNATION -  E 385
 CA0415  PID         -  CA0415
 CA0415  STATE/COUNTY-  TX/COLEMAN
 CA0415  USGS QUAD   -  COLEMAN (1987)
 CA0415
 CA0415                         *CURRENT SURVEY CONTROL
 CA0415  ___________________________________________________________________
 CA0415* NAD 83(1986)-  31 49 41.     (N)    099 26 33.     (W)     SCALED    
 CA0415* NAVD 88     -       553.391  (meters)    1815.58   (feet)  ADJUSTED  
 CA0415  ___________________________________________________________________
 CA0415  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CA0415  DYNAMIC HT  -         552.661 (meters)    1813.19  (feet)  COMP
 CA0415  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 CA0415
 CA0415  VERT ORDER  -  SECOND    CLASS 0
 CA0415
 CA0415.The horizontal coordinates were scaled from a topographic map and have
 CA0415.an estimated accuracy of +/- 6 seconds.
 CA0415
 CA0415.The orthometric height was determined by differential leveling
 CA0415.and adjusted by the National Geodetic Survey in June 1991..
 CA0415
 CA0415.The geoid height was determined by GEOID03.
 CA0415
 CA0415.The dynamic height is computed by dividing the NAVD 88
 CA0415.geopotential number by the normal gravity value computed on the
 CA0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0415.degrees latitude (g = 980.6199 gals.).
 CA0415
 CA0415.The modeled gravity was interpolated from observed gravity values.
 CA0415
 CA0415;                    North         East    Units  Estimated Accuracy
 CA0415;SPC TX C     - 3,239,950.      784,330.      MT  (+/- 180 meters Scaled)
 CA0415
 CA0415                          SUPERSEDED SURVEY CONTROL
 CA0415
 CA0415  NGVD 29 (??/??/92)  553.284  (m)         1815.23   (f) ADJ UNCH    2 0
 CA0415
 CA0415.Superseded values are not recommended for survey control.
 CA0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0415.See file dsdata.txt to determine how the superseded data were derived.
 CA0415
 CA0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA581214(NAD 83)
 CA0415_MARKER: DB = BENCH MARK DISK
 CA0415_SETTING: 80 = SET IN A BOULDER
 CA0415_SP_SET: BOULDER
 CA0415_STAMPING: E 385 1944
 CA0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0415+STABILITY: SURFACE MOTION
 CA0415
 CA0415  HISTORY     - Date     Condition        Report By
 CA0415  HISTORY     - 1944     MONUMENTED       CGS
 CA0415  HISTORY     - 1962     MARK NOT FOUND   USGS
 CA0415
 CA0415                          STATION DESCRIPTION
 CA0415
 CA0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0415'1.1 MI W FROM COLEMAN.
 CA0415'0.2 MILE SOUTH ALONG CONCHO STREET FROM THE POST OFFICE AT COLEMAN,
 CA0415'THENCE 0.9 MILE WEST ALONG THE HORDS CREEK ROAD, 22 PACES EAST OF THE
 CA0415'WEST END OF A CUT SLOPE, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CA0415'AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD LEVEL.  A DISK, SET IN THE
 CA0415'TOP OF AN OUTCROPPING BOULDER IN THE CUT SLOPE.
 CA0415
 CA0415                          STATION RECOVERY (1962)
 CA0415
 CA0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CA0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0572 ***********************************************************************
 CS0572  DESIGNATION -  E 386
 CS0572  PID         -  CS0572
 CS0572  STATE/COUNTY-  TX/NAVARRO
 CS0572  USGS QUAD   -  CHATFIELD (1961)
 CS0572
 CS0572                         *CURRENT SURVEY CONTROL
 CS0572  ___________________________________________________________________
 CS0572* NAD 83(1986)-  32 13 51.     (N)    096 29 38.     (W)     SCALED    
 CS0572* NAVD 88     -       134.828  (meters)     442.35   (feet)  ADJUSTED  
 CS0572  ___________________________________________________________________
 CS0572  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CS0572  DYNAMIC HT  -         134.673 (meters)     441.84  (feet)  COMP
 CS0572  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 CS0572
 CS0572  VERT ORDER  -  SECOND    CLASS 0
 CS0572
 CS0572.The horizontal coordinates were scaled from a topographic map and have
 CS0572.an estimated accuracy of +/- 6 seconds.
 CS0572
 CS0572.The orthometric height was determined by differential leveling
 CS0572.and adjusted by the National Geodetic Survey in June 1991..
 CS0572
 CS0572.The geoid height was determined by GEOID03.
 CS0572
 CS0572.The dynamic height is computed by dividing the NAVD 88
 CS0572.geopotential number by the normal gravity value computed on the
 CS0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0572.degrees latitude (g = 980.6199 gals.).
 CS0572
 CS0572.The modeled gravity was interpolated from observed gravity values.
 CS0572
 CS0572;                    North         East    Units  Estimated Accuracy
 CS0572;SPC TXNC     - 2,064,370.      789,070.      MT  (+/- 180 meters Scaled)
 CS0572
 CS0572                          SUPERSEDED SURVEY CONTROL
 CS0572
 CS0572  NGVD 29 (??/??/92)  134.826  (m)          442.34   (f) ADJ UNCH    2 0
 CS0572
 CS0572.Superseded values are not recommended for survey control.
 CS0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0572.See file dsdata.txt to determine how the superseded data were derived.
 CS0572
 CS0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA361687(NAD 83)
 CS0572_MARKER: DB = BENCH MARK DISK
 CS0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0572_STAMPING: E 386 1946
 CS0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0572+STABILITY: SURFACE MOTION
 CS0572
 CS0572  HISTORY     - Date     Condition        Report By
 CS0572  HISTORY     - 1946     MONUMENTED       CGS
 CS0572
 CS0572                          STATION DESCRIPTION
 CS0572
 CS0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0572'1.0 MI SE FROM RICE.
 CS0572'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 CS0572'THE STATION AT RICE, ABOUT FIVE POLES NORTHWEST OF MILE POST 220, IN
 CS0572'LINE WITH THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING SOUTHWEST,
 CS0572'39.6 FEET SOUTHWEST OF AND ABOUT 5.0 FEET LOWER THAN THE CENTER LINE
 CS0572'OF THE TRACK, 26.5 FEET NORTHEAST OF THE CENTER LINE OF A ROAD
 CS0572'PARALLELING TRACK, 4.0 FEET WEST OF A TELEPHONE POLE AND 1.0 FOOT
 CS0572'SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED E 386 1946
 CS0572'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 CS0572'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0887 ***********************************************************************
 CS0887  DESIGNATION -  E 387
 CS0887  PID         -  CS0887
 CS0887  STATE/COUNTY-  TX/NAVARRO
 CS0887  USGS QUAD   -  EMHOUSE (1978)
 CS0887
 CS0887                         *CURRENT SURVEY CONTROL
 CS0887  ___________________________________________________________________
 CS0887* NAD 83(1986)-  32 11 08.     (N)    096 32 22.     (W)     SCALED    
 CS0887* NAVD 88     -       111.848  (meters)     366.95   (feet)  ADJUSTED  
 CS0887  ___________________________________________________________________
 CS0887  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CS0887  DYNAMIC HT  -         111.719 (meters)     366.53  (feet)  COMP
 CS0887  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 CS0887
 CS0887  VERT ORDER  -  SECOND    CLASS 0
 CS0887
 CS0887.The horizontal coordinates were scaled from a topographic map and have
 CS0887.an estimated accuracy of +/- 6 seconds.
 CS0887
 CS0887.The orthometric height was determined by differential leveling
 CS0887.and adjusted by the National Geodetic Survey in June 1991..
 CS0887
 CS0887.The geoid height was determined by GEOID03.
 CS0887
 CS0887.The dynamic height is computed by dividing the NAVD 88
 CS0887.geopotential number by the normal gravity value computed on the
 CS0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0887.degrees latitude (g = 980.6199 gals.).
 CS0887
 CS0887.The modeled gravity was interpolated from observed gravity values.
 CS0887
 CS0887;                    North         East    Units  Estimated Accuracy
 CS0887;SPC TXNC     - 2,059,270.      784,870.      MT  (+/- 180 meters Scaled)
 CS0887
 CS0887                          SUPERSEDED SURVEY CONTROL
 CS0887
 CS0887  NGVD 29 (??/??/92)  111.846  (m)          366.95   (f) ADJ UNCH    2 0
 CS0887
 CS0887.Superseded values are not recommended for survey control.
 CS0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0887.See file dsdata.txt to determine how the superseded data were derived.
 CS0887
 CS0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA319636(NAD 83)
 CS0887_MARKER: DB = BENCH MARK DISK
 CS0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0887_STAMPING: E 387 1946
 CS0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0887+STABILITY: SURFACE MOTION
 CS0887
 CS0887  HISTORY     - Date     Condition        Report By
 CS0887  HISTORY     - 1946     MONUMENTED       CGS
 CS0887  HISTORY     - 1961     GOOD             USGS
 CS0887
 CS0887                          STATION DESCRIPTION
 CS0887
 CS0887'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CS0887'2.95 MI NE FROM EMHOUSE.
 CS0887'2.9 MI. NE ALONG FARM ROAD 1126 FROM THE FORT WORTH AND DENVER RAILWAY
 CS0887'AT EMHOUSE, 0.2 MI. NE OF A LARGE FRAME FARM HOUSE, WHICH IS AT THE
 CS0887'TOP OF A PROMINENT HILL, 205 FT. SW OF THE CENTER LINE OF PRIVATE
 CS0887'DRIVE LEADING SW TO SMALL FARM HOUSE AND ABAND. ROAD, 28 FT. NW OF
 CS0887'ABAND. RD.  IN TOP OF CONC. POST PROJ. 0.3 FT. STD. DISK STAMPED E 387
 CS0887'1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0847 ***********************************************************************
 CS0847  DESIGNATION -  E 389
 CS0847  PID         -  CS0847
 CS0847  STATE/COUNTY-  TX/ELLIS
 CS0847  USGS QUAD   -  FORRESTON (1978)
 CS0847
 CS0847                         *CURRENT SURVEY CONTROL
 CS0847  ___________________________________________________________________
 CS0847* NAD 83(1986)-  32 22 05.     (N)    096 51 18.     (W)     SCALED    
 CS0847* NAVD 88     -       183.248  (meters)     601.21   (feet)  ADJUSTED  
 CS0847  ___________________________________________________________________
 CS0847  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CS0847  DYNAMIC HT  -         183.031 (meters)     600.49  (feet)  COMP
 CS0847  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 CS0847
 CS0847  VERT ORDER  -  SECOND    CLASS 0
 CS0847
 CS0847.The horizontal coordinates were scaled from a topographic map and have
 CS0847.an estimated accuracy of +/- 6 seconds.
 CS0847
 CS0847.The orthometric height was determined by differential leveling
 CS0847.and adjusted by the National Geodetic Survey in June 1991..
 CS0847
 CS0847.The geoid height was determined by GEOID03.
 CS0847
 CS0847.The dynamic height is computed by dividing the NAVD 88
 CS0847.geopotential number by the normal gravity value computed on the
 CS0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0847.degrees latitude (g = 980.6199 gals.).
 CS0847
 CS0847.The modeled gravity was interpolated from observed gravity values.
 CS0847
 CS0847;                    North         East    Units  Estimated Accuracy
 CS0847;SPC TXNC     - 2,078,990.      754,800.      MT  (+/- 180 meters Scaled)
 CS0847
 CS0847                          SUPERSEDED SURVEY CONTROL
 CS0847
 CS0847  NGVD 29 (??/??/92)  183.237  (m)          601.17   (f) ADJ UNCH    2 0
 CS0847
 CS0847.Superseded values are not recommended for survey control.
 CS0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0847.See file dsdata.txt to determine how the superseded data were derived.
 CS0847
 CS0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA018832(NAD 83)
 CS0847_MARKER: DB = BENCH MARK DISK
 CS0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0847_STAMPING: E 389 1946
 CS0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0847+STABILITY: SURFACE MOTION
 CS0847
 CS0847  HISTORY     - Date     Condition        Report By
 CS0847  HISTORY     - 1946     MONUMENTED       CGS
 CS0847  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS0847  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0847
 CS0847                          STATION DESCRIPTION
 CS0847
 CS0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0847'1.3 MI S FROM WAXAHACHIE.
 CS0847'1.3 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE IN
 CS0847'WAXAHACHIE, AT THE SOUTHWEST CORNER OF THE HANGAR AT DONS AIR PARK, 95
 CS0847'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF THE
 CS0847'HANGAR.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 CS0847
 CS0847                          STATION RECOVERY (1958)
 CS0847
 CS0847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS0847'MARK NOT FOUND.
 CS0847
 CS0847                          STATION RECOVERY (2002)
 CS0847
 CS0847'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0731 ***********************************************************************
 AJ0731  DESIGNATION -  E 39
 AJ0731  PID         -  AJ0731
 AJ0731  STATE/COUNTY-  TX/WEBB
 AJ0731  USGS QUAD   -  ORVIL (1980)
 AJ0731
 AJ0731                         *CURRENT SURVEY CONTROL
 AJ0731  ___________________________________________________________________
 AJ0731* NAD 83(1986)-  27 40 29.     (N)    099 28 01.     (W)     SCALED    
 AJ0731* NAVD 88     -       190.950  (meters)     626.48   (feet)  ADJUSTED  
 AJ0731  ___________________________________________________________________
 AJ0731  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AJ0731  DYNAMIC HT  -         190.650 (meters)     625.49  (feet)  COMP
 AJ0731  MODELED GRAV-     979,071.4   (mgal)                       NAVD 88
 AJ0731
 AJ0731  VERT ORDER  -  FIRST     CLASS II
 AJ0731
 AJ0731.The horizontal coordinates were scaled from a topographic map and have
 AJ0731.an estimated accuracy of +/- 6 seconds.
 AJ0731
 AJ0731.The orthometric height was determined by differential leveling
 AJ0731.and adjusted by the National Geodetic Survey in June 1991..
 AJ0731
 AJ0731.The geoid height was determined by GEOID03.
 AJ0731
 AJ0731.The dynamic height is computed by dividing the NAVD 88
 AJ0731.geopotential number by the normal gravity value computed on the
 AJ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0731.degrees latitude (g = 980.6199 gals.).
 AJ0731
 AJ0731.The modeled gravity was interpolated from observed gravity values.
 AJ0731
 AJ0731;                    North         East    Units  Estimated Accuracy
 AJ0731;SPC TX S     - 5,222,850.      204,610.      MT  (+/- 180 meters Scaled)
 AJ0731
 AJ0731                          SUPERSEDED SURVEY CONTROL
 AJ0731
 AJ0731  NGVD 29 (??/??/92)  190.913  (m)          626.35   (f) ADJ UNCH    1 2
 AJ0731
 AJ0731.Superseded values are not recommended for survey control.
 AJ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0731.See file dsdata.txt to determine how the superseded data were derived.
 AJ0731
 AJ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR539612(NAD 83)
 AJ0731_MARKER: Z = SEE DESCRIPTION
 AJ0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0731_SP_SET: STONE POST
 AJ0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0731+STABILITY: SURFACE MOTION
 AJ0731
 AJ0731  HISTORY     - Date     Condition        Report By
 AJ0731  HISTORY     - UNK      MONUMENTED       CGS
 AJ0731  HISTORY     - 1957     GOOD             NGS
 AJ0731  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0731  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0731
 AJ0731                          STATION DESCRIPTION
 AJ0731
 AJ0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0731'8.7 MI S FROM WEBB.
 AJ0731'8.7 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0731'FROM THE SECTION FOREMANS HOUSE AT WEBB, 40 FEET EAST OF THE EAST
 AJ0731'RAIL, 6 FEET SOUTHEAST OF THE 2ND POLE NORTH OF MILEPOST 400, 5 FEET
 AJ0731'WEST OF A FENCE, 1.9 FEET SOUTH OF A WITNESS POST, 0.7 MILE NORTH OF
 AJ0731'BENCH MARK F 1083, SURROUNDED BY THE LETTERS USBM, IN THE TOP OF A
 AJ0731'STONE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AJ0731
 AJ0731                          STATION RECOVERY (1981)
 AJ0731
 AJ0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0731'MARK SEARCHED FOR BUT NOT RECOVERED.
 AJ0731
 AJ0731                          STATION RECOVERY (2002)
 AJ0731
 AJ0731'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0508 ***********************************************************************
 CS0508  DESIGNATION -  E 390
 CS0508  PID         -  CS0508
 CS0508  STATE/COUNTY-  TX/NAVARRO
 CS0508  USGS QUAD   -  BAZETTE (1976)
 CS0508
 CS0508                         *CURRENT SURVEY CONTROL
 CS0508  ___________________________________________________________________
 CS0508* NAD 83(1986)-  32 10 47.     (N)    096 16 59.     (W)     SCALED    
 CS0508* NAVD 88     -       127.345  (meters)     417.80   (feet)  ADJUSTED  
 CS0508  ___________________________________________________________________
 CS0508  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0508  DYNAMIC HT  -         127.198 (meters)     417.32  (feet)  COMP
 CS0508  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 CS0508
 CS0508  VERT ORDER  -  SECOND    CLASS 0
 CS0508
 CS0508.The horizontal coordinates were scaled from a topographic map and have
 CS0508.an estimated accuracy of +/- 6 seconds.
 CS0508
 CS0508.The orthometric height was determined by differential leveling
 CS0508.and adjusted by the National Geodetic Survey in June 1991..
 CS0508
 CS0508.The geoid height was determined by GEOID03.
 CS0508
 CS0508.The dynamic height is computed by dividing the NAVD 88
 CS0508.geopotential number by the normal gravity value computed on the
 CS0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0508.degrees latitude (g = 980.6199 gals.).
 CS0508
 CS0508.The modeled gravity was interpolated from observed gravity values.
 CS0508
 CS0508;                    North         East    Units  Estimated Accuracy
 CS0508;SPC TXNC     - 2,059,100.      809,060.      MT  (+/- 180 meters Scaled)
 CS0508
 CS0508                          SUPERSEDED SURVEY CONTROL
 CS0508
 CS0508  NGVD 29 (??/??/92)  127.35   (m)          417.8    (f) COMPUTED    2 0
 CS0508
 CS0508.Superseded values are not recommended for survey control.
 CS0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0508.See file dsdata.txt to determine how the superseded data were derived.
 CS0508
 CS0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA561635(NAD 83)
 CS0508_MARKER: DB = BENCH MARK DISK
 CS0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0508_STAMPING: E 390 1947
 CS0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0508+STABILITY: SURFACE MOTION
 CS0508
 CS0508  HISTORY     - Date     Condition        Report By
 CS0508  HISTORY     - 1947     MONUMENTED       CGS
 CS0508
 CS0508                          STATION DESCRIPTION
 CS0508
 CS0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0508'1.1 MI SW FROM BAZETTE.
 CS0508'1.1 MILES SOUTHWEST ALONG THE BAZETTE-MONTFORD ROAD FROM THE SCHOOL AT
 CS0508'BAZETTE, AT A JUNCTION WITH A DIRT ROAD LEADING SOUTHWEST, IN A FARM
 CS0508'YARD, 90 FEET WEST OF REA CO-OP POLE 3/46, 68 FEET SOUTHWEST OF THE
 CS0508'CENTER LINE OF THE MAIN ROAD, 27 FEET NORTHWEST OF THE CENTER LINE OF
 CS0508'A DIRT ROAD LEADING SOUTHWEST, 18 FEET SOUTHEAST OF THE CENTER LINE OF
 CS0508'A PRIVATE DRIVE, 5 FEET SOUTHWEST OF A POWER POLE, 2 FEET NORTHEAST OF
 CS0508'A 4X4 MARKER POST, ABOUT 4 FEET ABOVE THE ROAD.  A BRONZE DISK SET IN
 CS0508'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1625 ***********************************************************************
 CS1625  DESIGNATION -  E 391
 CS1625  PID         -  CS1625
 CS1625  STATE/COUNTY-  TX/TARRANT
 CS1625  USGS QUAD   -  BENBROOK (1981)
 CS1625
 CS1625                         *CURRENT SURVEY CONTROL
 CS1625  ___________________________________________________________________
 CS1625* NAD 83(1986)-  32 42 26.     (N)    097 25 08.     (W)     SCALED    
 CS1625* NAVD 88     -       185.222  (meters)     607.68   (feet)  ADJUSTED  
 CS1625  ___________________________________________________________________
 CS1625  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CS1625  DYNAMIC HT  -         185.004 (meters)     606.97  (feet)  COMP
 CS1625  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 CS1625
 CS1625  VERT ORDER  -  FIRST     CLASS II
 CS1625
 CS1625.The horizontal coordinates were scaled from a topographic map and have
 CS1625.an estimated accuracy of +/- 6 seconds.
 CS1625
 CS1625.The orthometric height was determined by differential leveling
 CS1625.and adjusted by the National Geodetic Survey in June 1991..
 CS1625
 CS1625.The geoid height was determined by GEOID03.
 CS1625
 CS1625.The dynamic height is computed by dividing the NAVD 88
 CS1625.geopotential number by the normal gravity value computed on the
 CS1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1625.degrees latitude (g = 980.6199 gals.).
 CS1625
 CS1625.The modeled gravity was interpolated from observed gravity values.
 CS1625
 CS1625;                    North         East    Units  Estimated Accuracy
 CS1625;SPC TXNC     - 2,115,910.      701,350.      MT  (+/- 180 meters Scaled)
 CS1625
 CS1625                          SUPERSEDED SURVEY CONTROL
 CS1625
 CS1625  NGVD 29 (??/??/92)  185.26   (m)          607.8    (f) COMPUTED    1 2
 CS1625
 CS1625.Superseded values are not recommended for survey control.
 CS1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1625.See file dsdata.txt to determine how the superseded data were derived.
 CS1625
 CS1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB481199(NAD 83)
 CS1625_MARKER: DB = BENCH MARK DISK
 CS1625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1625_SP_SET: CULVERT
 CS1625_STAMPING: E 391 1947
 CS1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1625
 CS1625  HISTORY     - Date     Condition        Report By
 CS1625  HISTORY     - 1947     MONUMENTED       CGS
 CS1625  HISTORY     - 1962     GOOD             NGS
 CS1625  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1625  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1625  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1625
 CS1625                          STATION DESCRIPTION
 CS1625
 CS1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1625'6.2 MI SW FROM FORT WORTH.
 CS1625'6.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE TEXAS
 CS1625'AND PACIFIC RAILWAY STATION AT FORT WORTH, ABOUT TWO POLES NORTHEAST
 CS1625'OF MILEPOST 252, 70.5 FEET SOUTH OF A PRIVATE ROAD ENTRANCE, 13.2 FEET
 CS1625'SOUTHEAST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE OLD STOVE
 CS1625'FOUNDRY ROAD, 75.0 FEET NORTHWEST OF AND 2.0 FEET LOWER THAN THE
 CS1625'CENTER LINE OF THE RAILWAY, IN THE SOUTHEAST HEADWALL OF A CONCRETE
 CS1625'CULVERT ON THE OLD STOVE FOUNDRY ROAD.  A BRONZE DISK SET IN A DRILL
 CS1625'HOLE IN CONCRETE.  NOTE-- THE BENCH MARK IS 0.8 MILE EAST ALONG THE
 CS1625'OLD STOVE FOUNDRY ROAD FROM ITS JUNCTION WITH SOUTHWEST LOOP 217.
 CS1625
 CS1625                          STATION RECOVERY (1983)
 CS1625
 CS1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1625'MARK NOT FOUND.
 CS1625
 CS1625                          STATION RECOVERY (1996)
 CS1625
 CS1625'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1625'MARK NOT FOUND.
 CS1625
 CS1625                          STATION RECOVERY (2004)
 CS1625
 CS1625'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS1625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0459 ***********************************************************************
 CS0459  DESIGNATION -  E 392
 CS0459  PID         -  CS0459
 CS0459  STATE/COUNTY-  TX/HENDERSON
 CS0459  USGS QUAD   -  TOOL (1981)
 CS0459
 CS0459                         *CURRENT SURVEY CONTROL
 CS0459  ___________________________________________________________________
 CS0459* NAD 83(1986)-  32 19 52.     (N)    096 09 03.     (W)     SCALED    
 CS0459* NAVD 88     -       108.459  (meters)     355.84   (feet)  ADJUSTED  
 CS0459  ___________________________________________________________________
 CS0459  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0459  DYNAMIC HT  -         108.335 (meters)     355.43  (feet)  COMP
 CS0459  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 CS0459
 CS0459  VERT ORDER  -  SECOND    CLASS 0
 CS0459
 CS0459.The horizontal coordinates were scaled from a topographic map and have
 CS0459.an estimated accuracy of +/- 6 seconds.
 CS0459
 CS0459.The orthometric height was determined by differential leveling
 CS0459.and adjusted by the National Geodetic Survey in June 1991..
 CS0459
 CS0459.The geoid height was determined by GEOID03.
 CS0459
 CS0459.The dynamic height is computed by dividing the NAVD 88
 CS0459.geopotential number by the normal gravity value computed on the
 CS0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0459.degrees latitude (g = 980.6199 gals.).
 CS0459
 CS0459.The modeled gravity was interpolated from observed gravity values.
 CS0459
 CS0459;                    North         East    Units  Estimated Accuracy
 CS0459;SPC TXNC     - 2,076,150.      821,150.      MT  (+/- 180 meters Scaled)
 CS0459
 CS0459                          SUPERSEDED SURVEY CONTROL
 CS0459
 CS0459  NGVD 29 (??/??/92)  108.468  (m)          355.87   (f) ADJ UNCH    2 0
 CS0459
 CS0459.Superseded values are not recommended for survey control.
 CS0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0459.See file dsdata.txt to determine how the superseded data were derived.
 CS0459
 CS0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA681807(NAD 83)
 CS0459_MARKER: DB = BENCH MARK DISK
 CS0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0459_STAMPING: E 392 1947
 CS0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0459+STABILITY: SURFACE MOTION
 CS0459
 CS0459  HISTORY     - Date     Condition        Report By
 CS0459  HISTORY     - 1947     MONUMENTED       CGS
 CS0459
 CS0459                          STATION DESCRIPTION
 CS0459
 CS0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0459'4.8 MI SW FROM MABANK.
 CS0459'2.5 MILES SOUTHWEST ALONG A FARM TO MARKET ROAD FROM THE TEXAS AND NEW
 CS0459'ORLEANS RAILROAD STATION AT MABANK, THENCE 2.3 MILES WEST ALONG A FARM
 CS0459'TO MARKET ROAD TO A JUNCTION WITH A DIRT ROAD LEADING SOUTH AND THE
 CS0459'SITE OF THE MARK, 34 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD,
 CS0459'18 FEET EAST OF A 24 INCH OAK TREE, 6 FEET EAST OF A FENCE CORNER, 9
 CS0459'FEET SOUTH OF THE RIGHT OF WAY FENCE, 3 FEET EAST OF A 4X4 MARKER
 CS0459'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS0459'2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0460 ***********************************************************************
 CS0460  DESIGNATION -  E 392 RESET 1963
 CS0460  PID         -  CS0460
 CS0460  STATE/COUNTY-  TX/HENDERSON
 CS0460  USGS QUAD   -  TOOL (1981)
 CS0460
 CS0460                         *CURRENT SURVEY CONTROL
 CS0460  ___________________________________________________________________
 CS0460* NAD 83(1986)-  32 19 52.     (N)    096 09 03.     (W)     SCALED    
 CS0460* NAVD 88     -       108.41   (meters)     355.7    (feet)  RESET     
 CS0460  ___________________________________________________________________
 CS0460  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0460
 CS0460  VERT ORDER  -  THIRD
 CS0460
 CS0460.The horizontal coordinates were scaled from a topographic map and have
 CS0460.an estimated accuracy of +/- 6 seconds.
 CS0460
 CS0460.The orthometric height was computed from unverified reset data.
 CS0460
 CS0460.The geoid height was determined by GEOID03.
 CS0460
 CS0460;                    North         East    Units  Estimated Accuracy
 CS0460;SPC TXNC     - 2,076,150.      821,150.      MT  (+/- 180 meters Scaled)
 CS0460
 CS0460                          SUPERSEDED SURVEY CONTROL
 CS0460
 CS0460.No superseded survey control is available for this station.
 CS0460
 CS0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA681807(NAD 83)
 CS0460_MARKER: DB = BENCH MARK DISK
 CS0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0460_STAMPING: E 392 RESET 1963
 CS0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0460+STABILITY: SURFACE MOTION
 CS0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS0460+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003
 CS0460
 CS0460  HISTORY     - Date     Condition        Report By
 CS0460  HISTORY     - 1963     MONUMENTED       CGS
 CS0460  HISTORY     - 20031216 GOOD             INDIV
 CS0460
 CS0460                          STATION DESCRIPTION
 CS0460
 CS0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CS0460'4.8 MI SW FROM MABANK.
 CS0460'ABOUT 2.5 MILES SOUTHWEST ALONG FARM ROAD 90 FROM THE TEXAS AND NEW
 CS0460'ORLEANS RAILROAD STATION AT MABANK, THENCE 2.3 MILES WEST ALONG FARM
 CS0460'ROAD 85 TO A SIDE ROAD LEADING SOUTH AND THE BENCH MARK ON THE RIGHT,
 CS0460'53 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD LEADING SOUTH, 69
 CS0460'FEET NORTH OF THE CENTER LINE OF FARM ROAD 85, 73 FEET EAST OF A
 CS0460'T-FENCE CORNER, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 CS0460'EAST OF A METAL WITNESS POST.  AND AT TEXAS HIGHWAY DEPARTMENT STATION
 CS0460'248 + 37.  A STANDARD DISK STAMPED E 392 RESET 1963, IS SET IN A 12 X
 CS0460'12 IN. CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 CS0460
 CS0460                          STATION RECOVERY (2003)
 CS0460
 CS0460'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MMB)
 CS0460'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0660 ***********************************************************************
 CS0660  DESIGNATION -  E 393
 CS0660  PID         -  CS0660
 CS0660  STATE/COUNTY-  TX/NAVARRO
 CS0660  USGS QUAD   -  CORSICANA (1978)
 CS0660
 CS0660                         *CURRENT SURVEY CONTROL
 CS0660  ___________________________________________________________________
 CS0660* NAD 83(1986)-  32 02 15.     (N)    096 23 33.     (W)     SCALED    
 CS0660* NAVD 88     -       133.867  (meters)     439.20   (feet)  ADJUSTED  
 CS0660  ___________________________________________________________________
 CS0660  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0660  DYNAMIC HT  -         133.710 (meters)     438.68  (feet)  COMP
 CS0660  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 CS0660
 CS0660  VERT ORDER  -  SECOND    CLASS 0
 CS0660
 CS0660.The horizontal coordinates were scaled from a topographic map and have
 CS0660.an estimated accuracy of +/- 6 seconds.
 CS0660
 CS0660.The orthometric height was determined by differential leveling
 CS0660.and adjusted by the National Geodetic Survey in June 1991..
 CS0660
 CS0660.The geoid height was determined by GEOID03.
 CS0660
 CS0660.The dynamic height is computed by dividing the NAVD 88
 CS0660.geopotential number by the normal gravity value computed on the
 CS0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0660.degrees latitude (g = 980.6199 gals.).
 CS0660
 CS0660.The modeled gravity was interpolated from observed gravity values.
 CS0660
 CS0660;                    North         East    Units  Estimated Accuracy
 CS0660;SPC TXNC     - 2,043,120.      799,060.      MT  (+/- 180 meters Scaled)
 CS0660
 CS0660                          SUPERSEDED SURVEY CONTROL
 CS0660
 CS0660  NGVD 29 (??/??/92)  133.858  (m)          439.17   (f) ADJ UNCH    2 0
 CS0660
 CS0660.Superseded values are not recommended for survey control.
 CS0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0660.See file dsdata.txt to determine how the superseded data were derived.
 CS0660
 CS0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA462475(NAD 83)
 CS0660_MARKER: DB = BENCH MARK DISK
 CS0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0660_STAMPING: E 393 1947
 CS0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0660+STABILITY: SURFACE MOTION
 CS0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS0660+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999
 CS0660
 CS0660  HISTORY     - Date     Condition        Report By
 CS0660  HISTORY     - 1947     MONUMENTED       CGS
 CS0660  HISTORY     - 19990909 GOOD             LOCSUR
 CS0660
 CS0660                          STATION DESCRIPTION
 CS0660
 CS0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0660'5.8 MI SE FROM CORSICANA.
 CS0660'ALONG U. S. HIGHWAY NO. 287.  5.8 MILES SOUTHEAST OF THE POST OFFICE
 CS0660'IN CORSICANA.  250 FEET WEST OF A FARM HOUSE.  52 FEET SOUTH OF THE
 CS0660'CENTER OF THE HIGHWAY.  6 FEET SOUTHEAST OF A CORNER FENCE POST.  4
 CS0660'FEET SOUTH OF A FENCE.  2 FEET WEST OF WITNESS POST.
 CS0660
 CS0660                          STATION RECOVERY (1999)
 CS0660
 CS0660'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (PS)
 CS0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1003 ***********************************************************************
 CS1003  DESIGNATION -  E 394
 CS1003  PID         -  CS1003
 CS1003  STATE/COUNTY-  TX/DALLAS
 CS1003  USGS QUAD   -  DALLAS (1981)
 CS1003
 CS1003                         *CURRENT SURVEY CONTROL
 CS1003  ___________________________________________________________________
 CS1003* NAD 83(1986)-  32 48 57.     (N)    096 50 32.     (W)     SCALED    
 CS1003* NAVD 88     -       135.367  (meters)     444.12   (feet)  ADJUSTED  
 CS1003  ___________________________________________________________________
 CS1003  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CS1003  DYNAMIC HT  -         135.212 (meters)     443.61  (feet)  COMP
 CS1003  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 CS1003
 CS1003  VERT ORDER  -  FIRST     CLASS II
 CS1003
 CS1003.The horizontal coordinates were scaled from a topographic map and have
 CS1003.an estimated accuracy of +/- 6 seconds.
 CS1003
 CS1003.The orthometric height was determined by differential leveling
 CS1003.and adjusted by the National Geodetic Survey in June 1991..
 CS1003
 CS1003.The geoid height was determined by GEOID03.
 CS1003
 CS1003.The dynamic height is computed by dividing the NAVD 88
 CS1003.geopotential number by the normal gravity value computed on the
 CS1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1003.degrees latitude (g = 980.6199 gals.).
 CS1003
 CS1003.The modeled gravity was interpolated from observed gravity values.
 CS1003
 CS1003;                    North         East    Units  Estimated Accuracy
 CS1003;SPC TXNC     - 2,128,660.      755,220.      MT  (+/- 180 meters Scaled)
 CS1003
 CS1003                          SUPERSEDED SURVEY CONTROL
 CS1003
 CS1003  NGVD 29 (??/??/92)  135.383  (m)          444.17   (f) ADJ UNCH    1 2
 CS1003
 CS1003.Superseded values are not recommended for survey control.
 CS1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1003.See file dsdata.txt to determine how the superseded data were derived.
 CS1003
 CS1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB020329(NAD 83)
 CS1003_MARKER: DD = SURVEY DISK
 CS1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1003_STAMPING: E 394 1947 2 U
 CS1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1003+STABILITY: SURFACE MOTION
 CS1003
 CS1003  HISTORY     - Date     Condition        Report By
 CS1003  HISTORY     - 1947     MONUMENTED       TX1730
 CS1003  HISTORY     - 1958     GOOD             NGS
 CS1003
 CS1003                          STATION DESCRIPTION
 CS1003
 CS1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1003'3.4 MI NW FROM DALLAS.
 CS1003'ABOUT 3.4 MILES NORTHWEST OF THE COUNTY COURT HOUSE IN DALLAS, AT THE
 CS1003'INTERSECTION OF HARRY HINES BLVD. (U.S. HIGHWAY NO. 77) AND INWOOD
 CS1003'ROAD.  (NOT HAMPTON ROAD AS ORIGINALY DESCRIBED).  IT IS 67 FEET SOUTH
 CS1003'EAST OF THE CENTERLINE OF INWOOD AND 37.4 FEET SOUTHWEST OF THE CENTER
 CS1003'LINE OF THE NORTH BOUND TRAFFIC LANE, 34.7 FEET NORTHEAST OF THE NORTH
 CS1003'BOUND TRAFFIC LANE, CENTERLINE, AND 10 FEET SOUTHWEST OF A STEEL LIGHT
 CS1003'POLE.  A CITY OF DALLAS DISK IN A CONCRETE MONUMENT ABOUT 18 INCHES
 CS1003'SQUARE AND ABOUT 1 INCH BELOW THE SURFACE OF THE PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1047 ***********************************************************************
 CS1047  DESIGNATION -  E 395
 CS1047  PID         -  CS1047
 CS1047  STATE/COUNTY-  TX/DALLAS
 CS1047  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1047
 CS1047                         *CURRENT SURVEY CONTROL
 CS1047  ___________________________________________________________________
 CS1047* NAD 83(1986)-  32 48 51.     (N)    096 43 26.     (W)     SCALED    
 CS1047* NAVD 88     -       140.218  (meters)     460.03   (feet)  ADJUSTED  
 CS1047  ___________________________________________________________________
 CS1047  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CS1047  DYNAMIC HT  -         140.060 (meters)     459.51  (feet)  COMP
 CS1047  MODELED GRAV-     979,508.4   (mgal)                       NAVD 88
 CS1047
 CS1047  VERT ORDER  -  FIRST     CLASS II
 CS1047
 CS1047.The horizontal coordinates were scaled from a topographic map and have
 CS1047.an estimated accuracy of +/- 6 seconds.
 CS1047
 CS1047.The orthometric height was determined by differential leveling
 CS1047.and adjusted by the National Geodetic Survey in June 1991..
 CS1047.WARNING-Repeat measurements at this control monument indicate possible
 CS1047.vertical movement.
 CS1047
 CS1047.The geoid height was determined by GEOID03.
 CS1047
 CS1047.The dynamic height is computed by dividing the NAVD 88
 CS1047.geopotential number by the normal gravity value computed on the
 CS1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1047.degrees latitude (g = 980.6199 gals.).
 CS1047
 CS1047.The modeled gravity was interpolated from observed gravity values.
 CS1047
 CS1047;                    North         East    Units  Estimated Accuracy
 CS1047;SPC TXNC     - 2,128,650.      766,300.      MT  (+/- 180 meters Scaled)
 CS1047
 CS1047                          SUPERSEDED SURVEY CONTROL
 CS1047
 CS1047  NGVD 29 (??/??/92)  140.229  (m)          460.07   (f) ADJ UNCH    1 2
 CS1047
 CS1047.Superseded values are not recommended for survey control.
 CS1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1047.See file dsdata.txt to determine how the superseded data were derived.
 CS1047
 CS1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB130329(NAD 83)
 CS1047_MARKER: DD = SURVEY DISK
 CS1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1047_STAMPING: E 395 1947 1 K
 CS1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1047+STABILITY: SURFACE MOTION
 CS1047
 CS1047  HISTORY     - Date     Condition        Report By
 CS1047  HISTORY     - 1947     MONUMENTED       TX1730
 CS1047  HISTORY     - 1952     GOOD             NGS
 CS1047  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1047  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1047
 CS1047                          STATION DESCRIPTION
 CS1047
 CS1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1047'1.9 MI SW FROM DALLAS.
 CS1047'1.9 MILES SOUTHWEST ALONG GARLAND ROAD FROM ITS INTERSECTION WITH
 CS1047'BUCKNER BOULEVARD AT DALLAS, AT A JUNCTION WITH FOREST HILL BOULEVARD,
 CS1047'IN THE CENTER OF THE SAFETY ISLAND, 62 FEET SOUTHEAST OF THE CENTER
 CS1047'LINE OF GARLAND ROAD, 41 FEET NORTHEAST OF THE CENTER LINE OF THE
 CS1047'SOUTHWEST TRAFFIC LANE OF FOREST HILL BOULEVARD, 36 FEET SOUTHWEST OF
 CS1047'THE CENTER LINE OF THE NORTHEAST TRAFFIC LANE OF FOREST HILL
 CS1047'BOULEVARD, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 CS1047'GROUND.
 CS1047
 CS1047                          STATION RECOVERY (1958)
 CS1047
 CS1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1047'MARK NOT FOUND.
 CS1047
 CS1047                          STATION RECOVERY (1999)
 CS1047
 CS1047'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0608 ***********************************************************************
 CR0608  DESIGNATION -  E 396
 CR0608  PID         -  CR0608
 CR0608  STATE/COUNTY-  TX/HENDERSON
 CR0608  USGS QUAD   -  CROSS ROADS (1984)
 CR0608
 CR0608                         *CURRENT SURVEY CONTROL
 CR0608  ___________________________________________________________________
 CR0608* NAD 83(1986)-  32 05 23.     (N)    095 59 39.     (W)     SCALED    
 CR0608* NAVD 88     -       105.581  (meters)     346.39   (feet)  ADJUSTED  
 CR0608  ___________________________________________________________________
 CR0608  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CR0608  DYNAMIC HT  -         105.458 (meters)     345.99  (feet)  COMP
 CR0608  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 CR0608
 CR0608  VERT ORDER  -  SECOND    CLASS 0
 CR0608
 CR0608.The horizontal coordinates were scaled from a topographic map and have
 CR0608.an estimated accuracy of +/- 6 seconds.
 CR0608
 CR0608.The orthometric height was determined by differential leveling
 CR0608.and adjusted by the National Geodetic Survey in June 1991..
 CR0608
 CR0608.The geoid height was determined by GEOID03.
 CR0608
 CR0608.The dynamic height is computed by dividing the NAVD 88
 CR0608.geopotential number by the normal gravity value computed on the
 CR0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0608.degrees latitude (g = 980.6199 gals.).
 CR0608
 CR0608.The modeled gravity was interpolated from observed gravity values.
 CR0608
 CR0608;                    North         East    Units  Estimated Accuracy
 CR0608;SPC TXNC     - 2,049,740.      836,530.      MT  (+/- 180 meters Scaled)
 CR0608
 CR0608                          SUPERSEDED SURVEY CONTROL
 CR0608
 CR0608  NGVD 29 (??/??/92)  105.584  (m)          346.40   (f) ADJ UNCH    2 0
 CR0608
 CR0608.Superseded values are not recommended for survey control.
 CR0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0608.See file dsdata.txt to determine how the superseded data were derived.
 CR0608
 CR0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR174543(NAD 83)
 CR0608_MARKER: DB = BENCH MARK DISK
 CR0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0608_STAMPING: E 396 1947
 CR0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0608+STABILITY: SURFACE MOTION
 CR0608
 CR0608  HISTORY     - Date     Condition        Report By
 CR0608  HISTORY     - 1947     MONUMENTED       CGS
 CR0608  HISTORY     - 1977     POOR             USGS
 CR0608
 CR0608                          STATION DESCRIPTION
 CR0608
 CR0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0608'3.1 MI N FROM CROSS ROADS.
 CR0608'3.1 MILES NORTH ALONG FARM HIGHWAY 90 FROM THE SCHOOL AT CROSS ROADS,
 CR0608'ABOUT 0.1 MILE NORTH OF AN UNPAINTED FRAME HOUSE ON THE WEST SIDE OF
 CR0608'THE HIGHWAY, ABOUT 144 FEET NORTH OF A POWER POLE, 41 FEET EAST OF THE
 CR0608'CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF A 4X4 MARKER POST, 1 FOOT
 CR0608'EAST OF A FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CR0608'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CR0608
 CR0608                          STATION RECOVERY (1977)
 CR0608
 CR0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0608'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0944 ***********************************************************************
 CS0944  DESIGNATION -  E 397
 CS0944  PID         -  CS0944
 CS0944  STATE/COUNTY-  TX/NAVARRO
 CS0944  USGS QUAD   -  CORBET (1978)
 CS0944
 CS0944                         *CURRENT SURVEY CONTROL
 CS0944  ___________________________________________________________________
 CS0944* NAD 83(1986)-  32 01 40.     (N)    096 31 15.     (W)     SCALED    
 CS0944* NAVD 88     -       132.421  (meters)     434.45   (feet)  ADJUSTED  
 CS0944  ___________________________________________________________________
 CS0944  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0944  DYNAMIC HT  -         132.267 (meters)     433.95  (feet)  COMP
 CS0944  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CS0944
 CS0944  VERT ORDER  -  SECOND    CLASS 0
 CS0944
 CS0944.The horizontal coordinates were scaled from a topographic map and have
 CS0944.an estimated accuracy of +/- 6 seconds.
 CS0944
 CS0944.The orthometric height was determined by differential leveling
 CS0944.and adjusted by the National Geodetic Survey in June 1991..
 CS0944
 CS0944.The geoid height was determined by GEOID03.
 CS0944
 CS0944.The dynamic height is computed by dividing the NAVD 88
 CS0944.geopotential number by the normal gravity value computed on the
 CS0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0944.degrees latitude (g = 980.6199 gals.).
 CS0944
 CS0944.The modeled gravity was interpolated from observed gravity values.
 CS0944
 CS0944;                    North         East    Units  Estimated Accuracy
 CS0944;SPC TXNC     - 2,041,810.      786,960.      MT  (+/- 180 meters Scaled)
 CS0944
 CS0944                          SUPERSEDED SURVEY CONTROL
 CS0944
 CS0944  NGVD 29 (??/??/92)  132.411  (m)          434.42   (f) ADJ UNCH    2 0
 CS0944
 CS0944.Superseded values are not recommended for survey control.
 CS0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0944.See file dsdata.txt to determine how the superseded data were derived.
 CS0944
 CS0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA341462(NAD 83)
 CS0944_MARKER: DB = BENCH MARK DISK
 CS0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0944_STAMPING: E 397 1947
 CS0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0944+STABILITY: SURFACE MOTION
 CS0944
 CS0944  HISTORY     - Date     Condition        Report By
 CS0944  HISTORY     - 1947     MONUMENTED       CGS
 CS0944  HISTORY     - 20020824 POOR             USPSQD
 CS0944
 CS0944                          STATION DESCRIPTION
 CS0944
 CS0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0944'5.7 MI SW FROM CORSICANA.
 CS0944'5.7 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY TRACK
 CS0944'FROM THE UNION STATION AT CORSICANA, 1.8 MILE NORTHEAST ALONG THE
 CS0944'TRACK FROM THE FLAG STOP AT CORBET, AT THE SOUTHWEST END OF A CUT AND
 CS0944'DIRECTLY ACROSS THE TRACK FROM THE FIRST POLE SOUTHWEST OF MILE POST
 CS0944'NO. 627/0, (THIS POLE HAS A SIGN BOARD ATTACHED TO TOP AND LETTERED
 CS0944'THUS - SEC. 126), 73.5 FEET SOUTHWEST OF TELEPHONE POLE NO. H 205,
 CS0944'33.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 12.0 FEET NORTHWEST OF THE
 CS0944'SOUTHEAST RIGHT-OF-WAY FENCE, 4.0 FEET NORTHEAST OF A REFERENCE POST,
 CS0944'SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE TRACK AND PROJECTING 0.3
 CS0944'FOOT.
 CS0944
 CS0944                          STATION RECOVERY (2002)
 CS0944
 CS0944'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CS0944'RAILROAD TRACKS ARE NO LONGER THERE AND BRUSH MAKES IT DIFFICULT TO
 CS0944'FIND THE MARK.  POST HAS BEEN STRUCK HARD - IT LEANS AND DISC HAS BEEN
 CS0944'CUT IN HALF FROM IMPACT.  PROBABLY NOT USEABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2354 ***********************************************************************
 BY2354  DESIGNATION -  E 398
 BY2354  PID         -  BY2354
 BY2354  STATE/COUNTY-  TX/ANDERSON
 BY2354  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2354
 BY2354                         *CURRENT SURVEY CONTROL
 BY2354  ___________________________________________________________________
 BY2354* NAD 83(1986)-  31 45 15.     (N)    095 47 21.     (W)     SCALED    
 BY2354* NAVD 88     -        86.612  (meters)     284.16   (feet)  ADJUSTED  
 BY2354  ___________________________________________________________________
 BY2354  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BY2354  DYNAMIC HT  -          86.508 (meters)     283.82  (feet)  COMP
 BY2354  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BY2354
 BY2354  VERT ORDER  -  SECOND    CLASS 0
 BY2354
 BY2354.The horizontal coordinates were scaled from a topographic map and have
 BY2354.an estimated accuracy of +/- 6 seconds.
 BY2354
 BY2354.The orthometric height was determined by differential leveling
 BY2354.and adjusted by the National Geodetic Survey in June 1991..
 BY2354
 BY2354.The geoid height was determined by GEOID03.
 BY2354
 BY2354.The dynamic height is computed by dividing the NAVD 88
 BY2354.geopotential number by the normal gravity value computed on the
 BY2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2354.degrees latitude (g = 980.6199 gals.).
 BY2354
 BY2354.The modeled gravity was interpolated from observed gravity values.
 BY2354
 BY2354;                    North         East    Units  Estimated Accuracy
 BY2354;SPC TX C     - 3,240,210.    1,130,400.      MT  (+/- 180 meters Scaled)
 BY2354
 BY2354                          SUPERSEDED SURVEY CONTROL
 BY2354
 BY2354  NGVD 29 (??/??/92)   86.588  (m)          284.08   (f) ADJ UNCH    2 0
 BY2354
 BY2354.Superseded values are not recommended for survey control.
 BY2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2354.See file dsdata.txt to determine how the superseded data were derived.
 BY2354
 BY2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR358165(NAD 83)
 BY2354_MARKER: DB = BENCH MARK DISK
 BY2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2354_STAMPING: E 398 1947
 BY2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2354+STABILITY: SURFACE MOTION
 BY2354
 BY2354  HISTORY     - Date     Condition        Report By
 BY2354  HISTORY     - 1947     MONUMENTED       CGS
 BY2354  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2354
 BY2354                          STATION DESCRIPTION
 BY2354
 BY2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2354'7.0 MI SE FROM TENNESSEE COLONY.
 BY2354'ALONG A GRADED COUNTY ROAD LEADING TO TUCKER.  7.0 MILES SOUTHEAST OF
 BY2354'TENNESSEE COLONY SCHOOL.  AT THE TOP OF A HILL.  30 FEET SOUTH OF THE
 BY2354'CENTER OF THE ROAD.  10 FEET WEST OF AN 18 INCH OAK TREE.  2 FEET
 BY2354'SOUTH OF A WIRE FENCE.  2 FEET EAST OF WITNESS POST.  0.7 MILE NORTH
 BY2354'OF JOHNSONS STORE.
 BY2354
 BY2354                          STATION RECOVERY (1977)
 BY2354
 BY2354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2277 ***********************************************************************
 BY2277  DESIGNATION -  E 399
 BY2277  PID         -  BY2277
 BY2277  STATE/COUNTY-  TX/ANDERSON
 BY2277  USGS QUAD   -  BLACKFOOT (1982)
 BY2277
 BY2277                         *CURRENT SURVEY CONTROL
 BY2277  ___________________________________________________________________
 BY2277* NAD 83(1986)-  31 58 57.     (N)    095 51 11.     (W)     SCALED    
 BY2277* NAVD 88     -       115.874  (meters)     380.16   (feet)  ADJUSTED  
 BY2277  ___________________________________________________________________
 BY2277  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BY2277  DYNAMIC HT  -         115.738 (meters)     379.72  (feet)  COMP
 BY2277  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 BY2277
 BY2277  VERT ORDER  -  SECOND    CLASS 0
 BY2277
 BY2277.The horizontal coordinates were scaled from a topographic map and have
 BY2277.an estimated accuracy of +/- 6 seconds.
 BY2277
 BY2277.The orthometric height was determined by differential leveling
 BY2277.and adjusted by the National Geodetic Survey in June 1991..
 BY2277
 BY2277.The geoid height was determined by GEOID03.
 BY2277
 BY2277.The dynamic height is computed by dividing the NAVD 88
 BY2277.geopotential number by the normal gravity value computed on the
 BY2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2277.degrees latitude (g = 980.6199 gals.).
 BY2277
 BY2277.The modeled gravity was interpolated from observed gravity values.
 BY2277
 BY2277;                    North         East    Units  Estimated Accuracy
 BY2277;SPC TX C     - 3,265,260.    1,123,330.      MT  (+/- 180 meters Scaled)
 BY2277
 BY2277                          SUPERSEDED SURVEY CONTROL
 BY2277
 BY2277  NGVD 29 (??/??/92)  115.867  (m)          380.14   (f) ADJ UNCH    2 0
 BY2277
 BY2277.Superseded values are not recommended for survey control.
 BY2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2277.See file dsdata.txt to determine how the superseded data were derived.
 BY2277
 BY2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR304420(NAD 83)
 BY2277_MARKER: DB = BENCH MARK DISK
 BY2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2277_STAMPING: E 399 1947
 BY2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2277+STABILITY: SURFACE MOTION
 BY2277
 BY2277  HISTORY     - Date     Condition        Report By
 BY2277  HISTORY     - 1947     MONUMENTED       CGS
 BY2277  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2277
 BY2277                          STATION DESCRIPTION
 BY2277
 BY2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2277'5.2 MI W FROM BRADFORD.
 BY2277'ALONG A NARROW OIL ROAD, 5.2 MILES WEST OF WOODS STORE AT BRADFORD, AT
 BY2277'THE TOP OF A HILL, 31 FEET NORTH OF THE CENTER OF THE ROAD, 3 FEET
 BY2277'SOUTH OF A WIRE FENCE, 2 FEET WEST OF WITNESS POST.
 BY2277
 BY2277                          STATION RECOVERY (1977)
 BY2277
 BY2277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1240 ***********************************************************************
 AN1240  DESIGNATION -  E 40
 AN1240  PID         -  AN1240
 AN1240  STATE/COUNTY-  TX/REFUGIO
 AN1240  USGS QUAD   -  REFUGIO (1979)
 AN1240
 AN1240                         *CURRENT SURVEY CONTROL
 AN1240  ___________________________________________________________________
 AN1240* NAD 83(1986)-  28 17 49.     (N)    097 16 31.     (W)     SCALED    
 AN1240* NAVD 88     -        17.210  (meters)      56.46   (feet)  ADJUSTED  
 AN1240  ___________________________________________________________________
 AN1240  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1240  DYNAMIC HT  -          17.185 (meters)      56.38  (feet)  COMP
 AN1240  MODELED GRAV-     979,156.3   (mgal)                       NAVD 88
 AN1240
 AN1240  VERT ORDER  -  FIRST     CLASS I
 AN1240
 AN1240.The horizontal coordinates were scaled from a topographic map and have
 AN1240.an estimated accuracy of +/- 6 seconds.
 AN1240
 AN1240.The orthometric height was determined by differential leveling
 AN1240.and adjusted by the National Geodetic Survey in June 1991..
 AN1240
 AN1240.The geoid height was determined by GEOID03.
 AN1240
 AN1240.The dynamic height is computed by dividing the NAVD 88
 AN1240.geopotential number by the normal gravity value computed on the
 AN1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1240.degrees latitude (g = 980.6199 gals.).
 AN1240
 AN1240.The modeled gravity was interpolated from observed gravity values.
 AN1240
 AN1240;                    North         East    Units  Estimated Accuracy
 AN1240;SPC TXSC     - 4,052,630.      769,180.      MT  (+/- 180 meters Scaled)
 AN1240
 AN1240                          SUPERSEDED SURVEY CONTROL
 AN1240
 AN1240  NGVD 29 (??/??/92)   17.368  (m)           56.98   (f) ADJ UNCH    1 1
 AN1240
 AN1240.Superseded values are not recommended for survey control.
 AN1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1240.See file dsdata.txt to determine how the superseded data were derived.
 AN1240
 AN1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS691313(NAD 83)
 AN1240_MARKER: DB = BENCH MARK DISK
 AN1240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1240_SP_SET: BUILDING
 AN1240_STAMPING: E 40 1918 ELEV. 57.789 FT.
 AN1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1240
 AN1240  HISTORY     - Date     Condition        Report By
 AN1240  HISTORY     - 1918     MONUMENTED       CGS
 AN1240  HISTORY     - 1943     GOOD             NGS
 AN1240  HISTORY     - 1978     GOOD             NGS
 AN1240  HISTORY     - 1990     GOOD             USPSQD
 AN1240  HISTORY     - 19910408 GOOD             USPSQD
 AN1240  HISTORY     - 19940716 GOOD             USPSQD
 AN1240  HISTORY     - 19990724 GOOD             USPSQD
 AN1240
 AN1240                          STATION DESCRIPTION
 AN1240
 AN1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1240'IN REFUGIO.
 AN1240'BENCH MARK IS AT THE COUNTY COURT HOUSE AND SET VERTICALLY IN THE
 AN1240'NORTH SIDE OF THE EAST ENTRANCE.  IT IS ABOUT 4.0 FEET ABOVE THE SIDE
 AN1240'WALK.  A DISK SET IN DRILL HOLE.
 AN1240
 AN1240                          STATION RECOVERY (1978)
 AN1240
 AN1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1240'RECOVERED IN GOOD CONDITION.
 AN1240
 AN1240                          STATION RECOVERY (1990)
 AN1240
 AN1240'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1240'RECOVERED IN GOOD CONDITION.
 AN1240
 AN1240                          STATION RECOVERY (1991)
 AN1240
 AN1240'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 AN1240'RECOVERED IN GOOD CONDITION.
 AN1240
 AN1240                          STATION RECOVERY (1994)
 AN1240
 AN1240'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1240'RECOVERED IN GOOD CONDITION.
 AN1240
 AN1240                          STATION RECOVERY (1999)
 AN1240
 AN1240'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2247 ***********************************************************************
 BY2247  DESIGNATION -  E 400 RESET 1956
 BY2247  PID         -  BY2247
 BY2247  STATE/COUNTY-  TX/ANDERSON
 BY2247  USGS QUAD   -  CAYUGA (1982)
 BY2247
 BY2247                         *CURRENT SURVEY CONTROL
 BY2247  ___________________________________________________________________
 BY2247* NAD 83(1986)-  31 53 35.     (N)    095 52 55.     (W)     SCALED    
 BY2247* NAVD 88     -        94.94   (+/-2cm)     311.5    (feet)  VERTCON   
 BY2247  ___________________________________________________________________
 BY2247  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BY2247
 BY2247  VERT ORDER  -  THIRD (See Below)
 BY2247
 BY2247.The horizontal coordinates were scaled from a topographic map and have
 BY2247.an estimated accuracy of +/- 6 seconds.
 BY2247
 BY2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2247.The vertical order pertains to the NGVD 29 superseded value.
 BY2247
 BY2247.The geoid height was determined by GEOID03.
 BY2247
 BY2247;                    North         East    Units  Estimated Accuracy
 BY2247;SPC TX C     - 3,255,240.    1,121,000.      MT  (+/- 180 meters Scaled)
 BY2247
 BY2247                          SUPERSEDED SURVEY CONTROL
 BY2247
 BY2247  NGVD 29 (??/??/??)   94.93   (m)          311.4    (f) RESET       3  
 BY2247
 BY2247.Superseded values are not recommended for survey control.
 BY2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2247.See file dsdata.txt to determine how the superseded data were derived.
 BY2247
 BY2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR274322(NAD 83)
 BY2247_MARKER: DB = BENCH MARK DISK
 BY2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2247_STAMPING: E 400 RESET 1956
 BY2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2247+STABILITY: SURFACE MOTION
 BY2247
 BY2247  HISTORY     - Date     Condition        Report By
 BY2247  HISTORY     - 1956     MONUMENTED       CGS
 BY2247  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2247
 BY2247                          STATION DESCRIPTION
 BY2247
 BY2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BY2247'2.8 MI SE FROM BETHEL.
 BY2247'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 287 FROM THE SCHOOL AT
 BY2247'BETHEL, 16 FEET NORTH OF THE NORTHEAST RIGHT-OF-WAY FENCE, 16 FEET
 BY2247'WEST OF A 14 INCH BOIS DE ARC TREE WITH A GAME PRESERVE SIGN, 15 FEET
 BY2247'EAST OF THE EAST GATE POST OF AN INSET IRON GATE ENTERING THE GAME
 BY2247'PRESERVE AND 16 FEET WEST OF THE EAST FENCE OF THE PRESERVE.  A
 BY2247'STANDARD DISK STAMPED E 400 RESET 1956 IN A CONCRETE MONUMENT
 BY2247'PROJECTING 2 INCHES AND 2 FEET WEST OF A 4 X 4 POST.
 BY2247
 BY2247                          STATION RECOVERY (1977)
 BY2247
 BY2247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1798 ***********************************************************************
 BY1798  DESIGNATION -  E 401
 BY1798  PID         -  BY1798
 BY1798  STATE/COUNTY-  TX/HOUSTON
 BY1798  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1798
 BY1798                         *CURRENT SURVEY CONTROL
 BY1798  ___________________________________________________________________
 BY1798* NAD 83(1986)-  31 28 25.     (N)    095 40 51.     (W)     SCALED    
 BY1798* NAVD 88     -        80.68   (+/-2cm)     264.7    (feet)  VERTCON   
 BY1798  ___________________________________________________________________
 BY1798  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY1798
 BY1798  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1798
 BY1798.The horizontal coordinates were scaled from a topographic map and have
 BY1798.an estimated accuracy of +/- 6 seconds.
 BY1798
 BY1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1798.The vertical order pertains to the NGVD 29 superseded value.
 BY1798
 BY1798.The geoid height was determined by GEOID03.
 BY1798
 BY1798;                    North         East    Units  Estimated Accuracy
 BY1798;SPC TX C     - 3,209,560.    1,141,960.      MT  (+/- 180 meters Scaled)
 BY1798
 BY1798                          SUPERSEDED SURVEY CONTROL
 BY1798
 BY1798  NGVD 29 (??/??/92)   80.670  (m)          264.66   (f) ADJ UNCH    2 0
 BY1798
 BY1798.Superseded values are not recommended for survey control.
 BY1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1798.See file dsdata.txt to determine how the superseded data were derived.
 BY1798
 BY1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ453852(NAD 83)
 BY1798_MARKER: DB = BENCH MARK DISK
 BY1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1798_STAMPING: E 401 1947
 BY1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1798+STABILITY: SURFACE MOTION
 BY1798
 BY1798  HISTORY     - Date     Condition        Report By
 BY1798  HISTORY     - 1947     MONUMENTED       CGS
 BY1798  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1798
 BY1798                          STATION DESCRIPTION
 BY1798
 BY1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1798'21.8 MI SW FROM ELKHART.
 BY1798'TO REACH FROM THE ELKHART STATE BANK AT ELKHART GO WEST 5.1 MILES
 BY1798'ALONG STATE HIGHWAY NO. 294, THENCE SOUTH 4.6 MILES ALONG A GRADED
 BY1798'DIRT ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE
 BY1798'SOUTHWEST 4.7 MILES ALONG AN ASPHALT ROAD, THENCE SOUTHWEST 1.3 MILES
 BY1798'ALONG A GRADED DIRT ROAD, THENCE WEST 2.2 MILES ALONG A GRADED DIRT
 BY1798'ROAD, THENCE SOUTHEAST 2.8 MILES ALONG A GRADED DIRT ROAD TO SITE OF
 BY1798'MARK, BENCH MARK IS ABOUT 0.1 MILE EAST OF A WOODEN BRIDGE, 73.0 FEET
 BY1798'EAST OF A TWENTYFOUR INCH OAK TREE, 25.0 FEET NORTH OF AND ABOUT LEVEL
 BY1798'WITH THE CENTER LINE OF THE ROAD AND 1.5 FEET WEST OF A 4X4 IN. MARKER
 BY1798'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY1798'WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY1798
 BY1798                          STATION RECOVERY (1964)
 BY1798
 BY1798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1824 ***********************************************************************
 BY1824  DESIGNATION -  E 402
 BY1824  PID         -  BY1824
 BY1824  STATE/COUNTY-  TX/HOUSTON
 BY1824  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1824
 BY1824                         *CURRENT SURVEY CONTROL
 BY1824  ___________________________________________________________________
 BY1824* NAD 83(1986)-  31 17 37.     (N)    095 33 42.     (W)     SCALED    
 BY1824* NAVD 88     -       115.27   (+/-2cm)     378.2    (feet)  VERTCON   
 BY1824  ___________________________________________________________________
 BY1824  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1824
 BY1824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1824
 BY1824.The horizontal coordinates were scaled from a topographic map and have
 BY1824.an estimated accuracy of +/- 6 seconds.
 BY1824
 BY1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1824.The vertical order pertains to the NGVD 29 superseded value.
 BY1824
 BY1824.The geoid height was determined by GEOID03.
 BY1824
 BY1824;                    North         East    Units  Estimated Accuracy
 BY1824;SPC TX C     - 3,190,100.    1,154,130.      MT  (+/- 180 meters Scaled)
 BY1824
 BY1824                          SUPERSEDED SURVEY CONTROL
 BY1824
 BY1824  NGVD 29 (??/??/92)  115.260  (m)          378.15   (f) ADJ UNCH    2 0
 BY1824
 BY1824.Superseded values are not recommended for survey control.
 BY1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1824.See file dsdata.txt to determine how the superseded data were derived.
 BY1824
 BY1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ561649(NAD 83)
 BY1824_MARKER: DB = BENCH MARK DISK
 BY1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1824_STAMPING: E 402 1947
 BY1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1824+STABILITY: SURFACE MOTION
 BY1824
 BY1824  HISTORY     - Date     Condition        Report By
 BY1824  HISTORY     - 1947     MONUMENTED       CGS
 BY1824
 BY1824                          STATION DESCRIPTION
 BY1824
 BY1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1824'6.7 MI W FROM CROCKETT.
 BY1824'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 6.7 MILES ALONG
 BY1824'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS 106.3 FEET NORTHEAST
 BY1824'OF AND ACROSS THE HIGHWAY FROM AN EIGHTEEN INCH OAK TREE, 51.9 FEET
 BY1824'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 9.0 FEET
 BY1824'WEST OF A FENCE CORNER, 1.5 FEET SOUTH OF A FENCE AND 1.5 FEET EAST OF
 BY1824'A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1824'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0097 ***********************************************************************
 CS0097  DESIGNATION -  E 404
 CS0097  PID         -  CS0097
 CS0097  STATE/COUNTY-  TX/KAUFMAN
 CS0097  USGS QUAD   -  KAUFMAN (1963)
 CS0097
 CS0097                         *CURRENT SURVEY CONTROL
 CS0097  ___________________________________________________________________
 CS0097* NAD 83(1986)-  32 32 54.     (N)    096 19 06.     (W)     SCALED    
 CS0097* NAVD 88     -       133.858  (meters)     439.17   (feet)  ADJUSTED  
 CS0097  ___________________________________________________________________
 CS0097  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CS0097  DYNAMIC HT  -         133.708 (meters)     438.67  (feet)  COMP
 CS0097  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 CS0097
 CS0097  VERT ORDER  -  SECOND    CLASS 0
 CS0097
 CS0097.The horizontal coordinates were scaled from a topographic map and have
 CS0097.an estimated accuracy of +/- 6 seconds.
 CS0097
 CS0097.The orthometric height was determined by differential leveling
 CS0097.and adjusted by the National Geodetic Survey in June 1991..
 CS0097
 CS0097.The geoid height was determined by GEOID03.
 CS0097
 CS0097.The dynamic height is computed by dividing the NAVD 88
 CS0097.geopotential number by the normal gravity value computed on the
 CS0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0097.degrees latitude (g = 980.6199 gals.).
 CS0097
 CS0097.The modeled gravity was interpolated from observed gravity values.
 CS0097
 CS0097;                    North         East    Units  Estimated Accuracy
 CS0097;SPC TXNC     - 2,099,900.      804,880.      MT  (+/- 180 meters Scaled)
 CS0097
 CS0097                          SUPERSEDED SURVEY CONTROL
 CS0097
 CS0097  NGVD 29 (??/??/92)  133.873  (m)          439.21   (f) ADJ UNCH    2 0
 CS0097
 CS0097.Superseded values are not recommended for survey control.
 CS0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0097.See file dsdata.txt to determine how the superseded data were derived.
 CS0097
 CS0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB518043(NAD 83)
 CS0097_MARKER: DB = BENCH MARK DISK
 CS0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0097_STAMPING: E 404 1947
 CS0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0097+STABILITY: SURFACE MOTION
 CS0097
 CS0097  HISTORY     - Date     Condition        Report By
 CS0097  HISTORY     - 1947     MONUMENTED       CGS
 CS0097  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0097
 CS0097                          STATION DESCRIPTION
 CS0097
 CS0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0097'3.1 MI S FROM KAUFMAN.
 CS0097'TO REACH FROM THE COURTHOUSE AT KAUFMAN GO SOUTHERLY 1.6 MILES ALONG
 CS0097'STATE HIGHWAY NO. 34, THENCE SOUTHERLY 1.5 MILES ALONG A GRAVELED ROAD
 CS0097'TO SITE OF MARK, BENCH MARK IS ABOUT 48 YARDS NORTHEAST OF THE
 CS0097'NORTHEAST CORNER OF A FARMHOUSE, 28.0 FEET EAST OF AND ABOUT LEVEL
 CS0097'WITH THE CENTER LINE OF A GRAVELED ROAD, 24.6 FEET NORTH OF THE CENTER
 CS0097'LINE OF A ROAD LEADING EAST, 15.3 FEET SOUTHWEST OF A TEN INCH OSAGE
 CS0097'ORANGE TREE, 8.6 FEET NORTH OF A FENCE CORNER, 1.0 FOOT WEST OF A
 CS0097'FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 CS0097'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3
 CS0097'INCHES ABOVE GROUND.
 CS0097
 CS0097                          STATION RECOVERY (1962)
 CS0097
 CS0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2157 ***********************************************************************
 BY2157  DESIGNATION -  E 406
 BY2157  PID         -  BY2157
 BY2157  STATE/COUNTY-  TX/ANDERSON
 BY2157  USGS QUAD   -  ELKHART CREEK (1982)
 BY2157
 BY2157                         *CURRENT SURVEY CONTROL
 BY2157  ___________________________________________________________________
 BY2157* NAD 83(1986)-  31 37 13.     (N)    095 35 17.     (W)     SCALED    
 BY2157* NAVD 88     -       110.630  (meters)     362.96   (feet)  ADJUSTED  
 BY2157  ___________________________________________________________________
 BY2157  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY2157  DYNAMIC HT  -         110.494 (meters)     362.51  (feet)  COMP
 BY2157  MODELED GRAV-     979,405.9   (mgal)                       NAVD 88
 BY2157
 BY2157  VERT ORDER  -  FIRST     CLASS II
 BY2157
 BY2157.The horizontal coordinates were scaled from a topographic map and have
 BY2157.an estimated accuracy of +/- 6 seconds.
 BY2157
 BY2157.The orthometric height was determined by differential leveling
 BY2157.and adjusted by the National Geodetic Survey in June 1991..
 BY2157
 BY2157.The geoid height was determined by GEOID03.
 BY2157
 BY2157.The dynamic height is computed by dividing the NAVD 88
 BY2157.geopotential number by the normal gravity value computed on the
 BY2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2157.degrees latitude (g = 980.6199 gals.).
 BY2157
 BY2157.The modeled gravity was interpolated from observed gravity values.
 BY2157
 BY2157;                    North         East    Units  Estimated Accuracy
 BY2157;SPC TX C     - 3,226,170.    1,150,070.      MT  (+/- 180 meters Scaled)
 BY2157
 BY2157                          SUPERSEDED SURVEY CONTROL
 BY2157
 BY2157  NGVD 29 (??/??/92)  110.610  (m)          362.89   (f) ADJ UNCH    1 2
 BY2157
 BY2157.Superseded values are not recommended for survey control.
 BY2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2157.See file dsdata.txt to determine how the superseded data were derived.
 BY2157
 BY2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR545012(NAD 83)
 BY2157_MARKER: DB = BENCH MARK DISK
 BY2157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY2157_SP_SET: CULVERT
 BY2157_STAMPING: E 406 1947
 BY2157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2157
 BY2157  HISTORY     - Date     Condition        Report By
 BY2157  HISTORY     - 1947     MONUMENTED       CGS
 BY2157  HISTORY     - 1960     GOOD             NGS
 BY2157  HISTORY     - 1980     GOOD             NGS
 BY2157
 BY2157                          STATION DESCRIPTION
 BY2157
 BY2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2157'0.65 MI W FROM ELKHART.
 BY2157'ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 294 FROM THE MISSOURI PACIFIC
 BY2157'RAILROAD STATION AT ELKHART, AT THE JUNCTION WITH FARM ROAD 319, 23
 BY2157'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTHEAST OF THE
 BY2157'CENTER OF THE JUNCTION, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 BY2157'AND IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 BY2157'DOUBLE CHANNEL CULVERT.
 BY2157
 BY2157                          STATION RECOVERY (1980)
 BY2157
 BY2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2157'1.0 KM. (0.65 MI.) WEST ALONG STATE HIGHWAY 294 FROM THE CROSSING OF
 BY2157'THE MISSOURI PACIFIC RAILROAD IN ELKHART, AT THE JUNCTION OF FARM ROAD
 BY2157'319, IN TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 BY2157'DOUBLE-CHANNEL CULVERT, 7.0 M. (23.0 FT.) NORTH OF THE CENTERLINE OF
 BY2157'THE HIGHWAY, 43.6 M. (143 FT.) WEST-NORTHWEST OF BENCH MARK H 1297.
 BY2157'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2207 ***********************************************************************
 BY2207  DESIGNATION -  E 407
 BY2207  PID         -  BY2207
 BY2207  STATE/COUNTY-  TX/HOUSTON
 BY2207  USGS QUAD   -  INDIAN LAKE (1982)
 BY2207
 BY2207                         *CURRENT SURVEY CONTROL
 BY2207  ___________________________________________________________________
 BY2207* NAD 83(1986)-  31 31 31.     (N)    095 39 11.     (W)     SCALED    
 BY2207* NAVD 88     -       101.21   (+/-2cm)     332.1    (feet)  VERTCON   
 BY2207  ___________________________________________________________________
 BY2207  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BY2207
 BY2207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2207
 BY2207.The horizontal coordinates were scaled from a topographic map and have
 BY2207.an estimated accuracy of +/- 6 seconds.
 BY2207
 BY2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2207.The vertical order pertains to the NGVD 29 superseded value.
 BY2207
 BY2207.The geoid height was determined by GEOID03.
 BY2207
 BY2207;                    North         East    Units  Estimated Accuracy
 BY2207;SPC TX C     - 3,215,390.    1,144,350.      MT  (+/- 180 meters Scaled)
 BY2207
 BY2207                          SUPERSEDED SURVEY CONTROL
 BY2207
 BY2207  NGVD 29 (??/??/92)  101.195  (m)          332.00   (f) ADJ UNCH    2 0
 BY2207
 BY2207.Superseded values are not recommended for survey control.
 BY2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2207.See file dsdata.txt to determine how the superseded data were derived.
 BY2207
 BY2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ480908(NAD 83)
 BY2207_MARKER: DB = BENCH MARK DISK
 BY2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2207_STAMPING: E 407 1947
 BY2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2207+STABILITY: SURFACE MOTION
 BY2207
 BY2207  HISTORY     - Date     Condition        Report By
 BY2207  HISTORY     - 1947     MONUMENTED       CGS
 BY2207  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2207
 BY2207                          STATION DESCRIPTION
 BY2207
 BY2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2207'12.2 MI W FROM GRAPELAND.
 BY2207'TO REACH FROM THE GRAPELAND HIGH SCHOOL AT GRAPELAND GO WEST 1 BLOCK
 BY2207'ALONG A GRAVELED ROAD, THENCE NORTH 1.1 MILES ALONG A GRADED DIRT
 BY2207'ROAD, THENCE WESTERLY 11.1 MILES ALONG A GRADED DIRT ROAD TO SITE OF
 BY2207'MARK, BENCH MARK IS 94.4 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A
 BY2207'FENCE CORNER, 23.7 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 BY2207'OF THE ROAD, 18.3 FEET SOUTHWEST OF A TWELVE INCH OAK TREE, 1.5 FEET
 BY2207'SOUTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4 IN. MARKER POST.  A
 BY2207'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY2207'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 BY2207
 BY2207                          STATION RECOVERY (1977)
 BY2207
 BY2207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0665 ***********************************************************************
 CS0665  DESIGNATION -  E 408
 CS0665  PID         -  CS0665
 CS0665  STATE/COUNTY-  TX/NAVARRO
 CS0665  USGS QUAD   -  CORSICANA (1978)
 CS0665
 CS0665                         *CURRENT SURVEY CONTROL
 CS0665  ___________________________________________________________________
 CS0665* NAD 83(1986)-  32 01 50.     (N)    096 23 52.     (W)     SCALED    
 CS0665* NAVD 88     -       134.267  (meters)     440.51   (feet)  ADJUSTED  
 CS0665  ___________________________________________________________________
 CS0665  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0665  DYNAMIC HT  -         134.109 (meters)     439.99  (feet)  COMP
 CS0665  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 CS0665
 CS0665  VERT ORDER  -  SECOND    CLASS 0
 CS0665
 CS0665.This mark is at C David Campbell Fld-Corsicana Muni (CRS Airport (CRS)
 CS0665
 CS0665.The horizontal coordinates were scaled from a topographic map and have
 CS0665.an estimated accuracy of +/- 6 seconds.
 CS0665
 CS0665.The orthometric height was determined by differential leveling
 CS0665.and adjusted by the National Geodetic Survey in June 1991..
 CS0665
 CS0665.The geoid height was determined by GEOID03.
 CS0665
 CS0665.The dynamic height is computed by dividing the NAVD 88
 CS0665.geopotential number by the normal gravity value computed on the
 CS0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0665.degrees latitude (g = 980.6199 gals.).
 CS0665
 CS0665.The modeled gravity was interpolated from observed gravity values.
 CS0665
 CS0665;                    North         East    Units  Estimated Accuracy
 CS0665;SPC TXNC     - 2,042,340.      798,570.      MT  (+/- 180 meters Scaled)
 CS0665
 CS0665                          SUPERSEDED SURVEY CONTROL
 CS0665
 CS0665  NGVD 29 (??/??/92)  134.258  (m)          440.48   (f) ADJ UNCH    2 0
 CS0665
 CS0665.Superseded values are not recommended for survey control.
 CS0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0665.See file dsdata.txt to determine how the superseded data were derived.
 CS0665
 CS0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA457467(NAD 83)
 CS0665_MARKER: DB = BENCH MARK DISK
 CS0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0665_STAMPING: E 408 1947
 CS0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0665+STABILITY: SURFACE MOTION
 CS0665
 CS0665  HISTORY     - Date     Condition        Report By
 CS0665  HISTORY     - 1947     MONUMENTED       CGS
 CS0665  HISTORY     - 1965     GOOD             USGS
 CS0665  HISTORY     - 19990909 POOR             LOCSUR
 CS0665
 CS0665                          STATION DESCRIPTION
 CS0665
 CS0665'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CS0665'6.0 MI SE FROM CORSICANA.
 CS0665'CORSICANA-- 5.1 MILES SE OF ALONG U S HWY 287 TO A Y-RD.  THENCE RIGHT
 CS0665'ALONG CONCR. ROAD FOR 0.9 MILES.  THENCE RIGHT 0.1 MILES TO THE HANGER
 CS0665'AT CORSICANA MUN. AIRFIELD.  120 FT. NW OF THE NW COR. OF THE HANGAR
 CS0665'AND AT THE NW COR. OF A CONCR. SLAB.  A STANDARD C AND GS TABLET SET
 CS0665'IN A CONCR. POST PROJECTING 0.4 FT.
 CS0665
 CS0665                          STATION RECOVERY (1999)
 CS0665
 CS0665'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (PS)
 CS0665'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0335 ***********************************************************************
 BZ0335  DESIGNATION -  E 410
 BZ0335  PID         -  BZ0335
 BZ0335  STATE/COUNTY-  TX/FREESTONE
 BZ0335  USGS QUAD   -  YOUNG (1982)
 BZ0335
 BZ0335                         *CURRENT SURVEY CONTROL
 BZ0335  ___________________________________________________________________
 BZ0335* NAD 83(1986)-  31 49 41.     (N)    096 02 37.     (W)     SCALED    
 BZ0335* NAVD 88     -        98.128  (meters)     321.94   (feet)  ADJUSTED  
 BZ0335  ___________________________________________________________________
 BZ0335  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BZ0335  DYNAMIC HT  -          98.011 (meters)     321.56  (feet)  COMP
 BZ0335  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 BZ0335
 BZ0335  VERT ORDER  -  SECOND    CLASS 0
 BZ0335
 BZ0335.The horizontal coordinates were scaled from a topographic map and have
 BZ0335.an estimated accuracy of +/- 6 seconds.
 BZ0335
 BZ0335.The orthometric height was determined by differential leveling
 BZ0335.and adjusted by the National Geodetic Survey in June 1991..
 BZ0335
 BZ0335.The geoid height was determined by GEOID03.
 BZ0335
 BZ0335.The dynamic height is computed by dividing the NAVD 88
 BZ0335.geopotential number by the normal gravity value computed on the
 BZ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0335.degrees latitude (g = 980.6199 gals.).
 BZ0335
 BZ0335.The modeled gravity was interpolated from observed gravity values.
 BZ0335
 BZ0335;                    North         East    Units  Estimated Accuracy
 BZ0335;SPC TX C     - 3,247,440.    1,106,000.      MT  (+/- 180 meters Scaled)
 BZ0335
 BZ0335                          SUPERSEDED SURVEY CONTROL
 BZ0335
 BZ0335  NGVD 29 (??/??/92)   98.118  (m)          321.91   (f) ADJ UNCH    2 0
 BZ0335
 BZ0335.Superseded values are not recommended for survey control.
 BZ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0335.See file dsdata.txt to determine how the superseded data were derived.
 BZ0335
 BZ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA798251(NAD 83)
 BZ0335_MARKER: DB = BENCH MARK DISK
 BZ0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0335_STAMPING: E 410 1947
 BZ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0335+STABILITY: SURFACE MOTION
 BZ0335
 BZ0335  HISTORY     - Date     Condition        Report By
 BZ0335  HISTORY     - 1947     MONUMENTED       CGS
 BZ0335
 BZ0335                          STATION DESCRIPTION
 BZ0335
 BZ0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0335'3.0 MI SE FROM YOUNG.
 BZ0335'1.9 MILE SOUTH ALONG A DIRT ROAD AND 1.1 MILE EAST ALONG THE COOK LAKE
 BZ0335'ROAD FROM THE GENERAL STORE AT YOUNG, ON THE OUTSIDE OF A BEND IN THE
 BZ0335'ROAD, 0.1 MILE WEST OF A SHARP CURVE, DIRECTLY ACROSS THE ROAD FROM A
 BZ0335'2 1/2-FOOT LONE OAK TREE, 28.0 FEET SOUTH OF THE CENTER OF THE ROAD,
 BZ0335'24.5 FEET WEST OF A FENCE CORNER POST, 2.0 FEET WEST OF A REFERENCE
 BZ0335'POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BZ0335'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0596 ***********************************************************************
 CS0596  DESIGNATION -  E 411
 CS0596  PID         -  CS0596
 CS0596  STATE/COUNTY-  TX/NAVARRO
 CS0596  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0596
 CS0596                         *CURRENT SURVEY CONTROL
 CS0596  ___________________________________________________________________
 CS0596* NAD 83(1986)-  32 03 15.     (N)    096 04 00.     (W)     SCALED    
 CS0596* NAVD 88     -        80.975  (meters)     265.67   (feet)  ADJUSTED  
 CS0596  ___________________________________________________________________
 CS0596  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CS0596  DYNAMIC HT  -          80.881 (meters)     265.36  (feet)  COMP
 CS0596  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 CS0596
 CS0596  VERT ORDER  -  SECOND    CLASS 0
 CS0596
 CS0596.The horizontal coordinates were scaled from a topographic map and have
 CS0596.an estimated accuracy of +/- 6 seconds.
 CS0596
 CS0596.The orthometric height was determined by differential leveling
 CS0596.and adjusted by the National Geodetic Survey in June 1991..
 CS0596
 CS0596.The geoid height was determined by GEOID03.
 CS0596
 CS0596.The dynamic height is computed by dividing the NAVD 88
 CS0596.geopotential number by the normal gravity value computed on the
 CS0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0596.degrees latitude (g = 980.6199 gals.).
 CS0596
 CS0596.The modeled gravity was interpolated from observed gravity values.
 CS0596
 CS0596;                    North         East    Units  Estimated Accuracy
 CS0596;SPC TXNC     - 2,045,630.      829,780.      MT  (+/- 180 meters Scaled)
 CS0596
 CS0596                          SUPERSEDED SURVEY CONTROL
 CS0596
 CS0596  NGVD 29 (??/??/92)   80.890  (m)          265.39   (f) ADJ UNCH    2 0
 CS0596
 CS0596.Superseded values are not recommended for survey control.
 CS0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0596.See file dsdata.txt to determine how the superseded data were derived.
 CS0596
 CS0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA769502(NAD 83)
 CS0596_MARKER: DB = BENCH MARK DISK
 CS0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0596_STAMPING: E 411 1947
 CS0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0596+STABILITY: SURFACE MOTION
 CS0596
 CS0596  HISTORY     - Date     Condition        Report By
 CS0596  HISTORY     - 1947     MONUMENTED       CGS
 CS0596  HISTORY     - 1958     GOOD             USGS
 CS0596
 CS0596                          STATION DESCRIPTION
 CS0596
 CS0596'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0596'7.5 MI S FROM TRINIDAD.
 CS0596'1.1 MI. EAST ALONG AN OILED ROAD FROM THE MAIN GATE OF THE TEXAS POWER
 CS0596'AND LIGHT PLANT, AT TRINIDAD, TO THE JCT OF A N-S ROAD, THENCE SOUTH
 CS0596'AND EAST FOR 3.1 MI., OVER AN IRON BRIDGE OVER CEDAR CREEK, TO THE TOP
 CS0596'OF A LEVEE, THENCE 1.9 MI. S. ALONG THE TOP OF THE LEVEE TO A DIRT
 CS0596'RAMP LEADING EAST OFF THE LEVEE, THENCE 0.9 MI. SE ALONG A DIRT ROAD
 CS0596'TO A CORRAL, THENCE ABOUT 0.2 MI. SE TO AN OLD BARN.  THE BENCH MARK
 CS0596'IS 130 FEET S. OF THE EAST CORNER OF THE OLD BARN, ALONG AN ABANDONED
 CS0596'FENCE LINE, ABOUT 580 FOOT NE OF A FENCE CORNER WITH AN ALUMINUM GATE,
 CS0596'AND ABOUT 320 FEET W. OF THE OLD CABLE FERRY CROSSING ACROSS THE OLD
 CS0596'CHANNEL OF THE TRINITY RIVER.  IN A CONCRETE POST, PROJECTING ABOUT 3
 CS0596'INCHES ABOVE THE GTOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1052 ***********************************************************************
 BL1052  DESIGNATION -  E 412
 BL1052  PID         -  BL1052
 BL1052  STATE/COUNTY-  TX/SAN JACINTO
 BL1052  USGS QUAD   -  COLDSPRING (1997)
 BL1052
 BL1052                         *CURRENT SURVEY CONTROL
 BL1052  ___________________________________________________________________
 BL1052* NAD 83(1986)-  30 34 03.     (N)    095 09 39.     (W)     SCALED    
 BL1052* NAVD 88     -        94.52   (+/-2cm)     310.1    (feet)  VERTCON   
 BL1052  ___________________________________________________________________
 BL1052  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1052
 BL1052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1052
 BL1052.The horizontal coordinates were scaled from a topographic map and have
 BL1052.an estimated accuracy of +/- 6 seconds.
 BL1052
 BL1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1052.The vertical order pertains to the NGVD 29 superseded value.
 BL1052
 BL1052.The geoid height was determined by GEOID03.
 BL1052
 BL1052;                    North         East    Units  Estimated Accuracy
 BL1052;SPC TX C     - 3,111,400.    1,195,990.      MT  (+/- 180 meters Scaled)
 BL1052
 BL1052                          SUPERSEDED SURVEY CONTROL
 BL1052
 BL1052  NGVD 29 (??/??/92)   94.524  (m)          310.12   (f) ADJ UNCH    2 0
 BL1052
 BL1052.Superseded values are not recommended for survey control.
 BL1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1052.See file dsdata.txt to determine how the superseded data were derived.
 BL1052
 BL1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP927836(NAD 83)
 BL1052_MARKER: DB = BENCH MARK DISK
 BL1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1052_SP_SET: CULVERT
 BL1052_STAMPING: E 412 1947
 BL1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1052
 BL1052  HISTORY     - Date     Condition        Report By
 BL1052  HISTORY     - 1947     MONUMENTED       CGS
 BL1052
 BL1052                          STATION DESCRIPTION
 BL1052
 BL1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1052'3.0 MI SW FROM COLDSPRING.
 BL1052'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1052'COLDSPRING, 15.1 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1052'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 4 X
 BL1052'4 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0312 ***********************************************************************
 BZ0312  DESIGNATION -  E 413
 BZ0312  PID         -  BZ0312
 BZ0312  STATE/COUNTY-  TX/FREESTONE
 BZ0312  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0312
 BZ0312                         *CURRENT SURVEY CONTROL
 BZ0312  ___________________________________________________________________
 BZ0312* NAD 83(1986)-  31 48 57.     (N)    096 13 52.     (W)     SCALED    
 BZ0312* NAVD 88     -       119.363  (meters)     391.61   (feet)  ADJUSTED  
 BZ0312  ___________________________________________________________________
 BZ0312  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 BZ0312  DYNAMIC HT  -         119.222 (meters)     391.15  (feet)  COMP
 BZ0312  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 BZ0312
 BZ0312  VERT ORDER  -  SECOND    CLASS 0
 BZ0312
 BZ0312.The horizontal coordinates were scaled from a topographic map and have
 BZ0312.an estimated accuracy of +/- 6 seconds.
 BZ0312
 BZ0312.The orthometric height was determined by differential leveling
 BZ0312.and adjusted by the National Geodetic Survey in June 1991..
 BZ0312
 BZ0312.The geoid height was determined by GEOID03.
 BZ0312
 BZ0312.The dynamic height is computed by dividing the NAVD 88
 BZ0312.geopotential number by the normal gravity value computed on the
 BZ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0312.degrees latitude (g = 980.6199 gals.).
 BZ0312
 BZ0312.The modeled gravity was interpolated from observed gravity values.
 BZ0312
 BZ0312;                    North         East    Units  Estimated Accuracy
 BZ0312;SPC TX C     - 3,245,420.    1,088,310.      MT  (+/- 180 meters Scaled)
 BZ0312
 BZ0312                          SUPERSEDED SURVEY CONTROL
 BZ0312
 BZ0312  NGVD 29 (??/??/92)  119.349  (m)          391.56   (f) ADJ UNCH    2 0
 BZ0312
 BZ0312.Superseded values are not recommended for survey control.
 BZ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0312.See file dsdata.txt to determine how the superseded data were derived.
 BZ0312
 BZ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA621233(NAD 83)
 BZ0312_MARKER: DB = BENCH MARK DISK
 BZ0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0312_STAMPING: E 413 1947
 BZ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0312+STABILITY: SURFACE MOTION
 BZ0312
 BZ0312  HISTORY     - Date     Condition        Report By
 BZ0312  HISTORY     - 1947     MONUMENTED       CGS
 BZ0312  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0312  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0312
 BZ0312                          STATION DESCRIPTION
 BZ0312
 BZ0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0312'1.8 MI SW FROM STEWARDS MILL.
 BZ0312'1.8 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE CROSS ROADS AT STEWARDS
 BZ0312'MILL, IN THE NORTH ANGLE OF A CROSS ROAD, 33.0 FEET NORTHWEST OF THE
 BZ0312'CENTER OF THE MAIN ROAD, 32.0 FEET NORTHEAST OF THE CENTER OF THE
 BZ0312'CROSS ROAD, 2.3 FEET SOUTHWEST OF A REFERENCE POST, SET IN A CONCRETE
 BZ0312'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT.
 BZ0312'NOTE-- THIS BENCH MARK IS ALSO 7.7 MILES NORTHWEST ALONG U.S. HIGHWAY
 BZ0312'NO.75 AND 1.0 MILE NORTHEAST ALONG A DIRT ROAD FROM THE JUNCTION OF
 BZ0312'U.S. HIGHWAY NO.75 AND U.S. HIGHWAY NO.84 AT FAIRFIELD.
 BZ0312
 BZ0312                          STATION RECOVERY (1963)
 BZ0312
 BZ0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0312'MARK NOT FOUND.
 BZ0312
 BZ0312                          STATION RECOVERY (2002)
 BZ0312
 BZ0312'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1841 ***********************************************************************
 BY1841  DESIGNATION -  E 415
 BY1841  PID         -  BY1841
 BY1841  STATE/COUNTY-  TX/LEON
 BY1841  USGS QUAD   -  EUNICE (1964)
 BY1841
 BY1841                         *CURRENT SURVEY CONTROL
 BY1841  ___________________________________________________________________
 BY1841* NAD 83(1986)-  31 19 09.     (N)    095 49 10.     (W)     SCALED    
 BY1841* NAVD 88     -        95.60   (+/-2cm)     313.6    (feet)  VERTCON   
 BY1841  ___________________________________________________________________
 BY1841  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY1841
 BY1841  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1841
 BY1841.The horizontal coordinates were scaled from a topographic map and have
 BY1841.an estimated accuracy of +/- 6 seconds.
 BY1841
 BY1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1841.The vertical order pertains to the NGVD 29 superseded value.
 BY1841
 BY1841.The geoid height was determined by GEOID03.
 BY1841
 BY1841;                    North         East    Units  Estimated Accuracy
 BY1841;SPC TX C     - 3,191,900.    1,129,490.      MT  (+/- 180 meters Scaled)
 BY1841
 BY1841                          SUPERSEDED SURVEY CONTROL
 BY1841
 BY1841  NGVD 29 (??/??/92)   95.582  (m)          313.59   (f) ADJ UNCH    2 0
 BY1841
 BY1841.Superseded values are not recommended for survey control.
 BY1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1841.See file dsdata.txt to determine how the superseded data were derived.
 BY1841
 BY1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ316684(NAD 83)
 BY1841_MARKER: DB = BENCH MARK DISK
 BY1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1841_STAMPING: E 415 1947
 BY1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1841+STABILITY: SURFACE MOTION
 BY1841
 BY1841  HISTORY     - Date     Condition        Report By
 BY1841  HISTORY     - 1947     MONUMENTED       CGS
 BY1841
 BY1841                          STATION DESCRIPTION
 BY1841
 BY1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1841'10.9 MI E FROM CENTERVILLE.
 BY1841'ABOUT 10.9 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1841'CENTERVILLE, AT THE EAST END OF A CUT, 69.3 FEET SOUTHEAST OF A TWELVE
 BY1841'INCH PINE TREE, 62.1 FEET WEST OF A TWELVE INCH OAK TREE, 56.0 FEET
 BY1841'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY AND 1.0
 BY1841'FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH DISK SET IN THE
 BY1841'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0449 ***********************************************************************
 BZ0449  DESIGNATION -  E 416
 BZ0449  PID         -  BZ0449
 BZ0449  STATE/COUNTY-  TX/LEON
 BZ0449  USGS QUAD   -  BUFFALO (1982)
 BZ0449
 BZ0449                         *CURRENT SURVEY CONTROL
 BZ0449  ___________________________________________________________________
 BZ0449* NAD 83(1986)-  31 26 31.     (N)    096 02 25.     (W)     SCALED    
 BZ0449* NAVD 88     -       105.47   (+/-2cm)     346.0    (feet)  VERTCON   
 BZ0449  ___________________________________________________________________
 BZ0449  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BZ0449
 BZ0449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0449
 BZ0449.The horizontal coordinates were scaled from a topographic map and have
 BZ0449.an estimated accuracy of +/- 6 seconds.
 BZ0449
 BZ0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0449.The vertical order pertains to the NGVD 29 superseded value.
 BZ0449
 BZ0449.The geoid height was determined by GEOID03.
 BZ0449
 BZ0449;                    North         East    Units  Estimated Accuracy
 BZ0449;SPC TX C     - 3,204,670.    1,107,970.      MT  (+/- 180 meters Scaled)
 BZ0449
 BZ0449                          SUPERSEDED SURVEY CONTROL
 BZ0449
 BZ0449  NGVD 29 (??/??/92)  105.444  (m)          345.94   (f) ADJ UNCH    2 0
 BZ0449
 BZ0449.Superseded values are not recommended for survey control.
 BZ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0449.See file dsdata.txt to determine how the superseded data were derived.
 BZ0449
 BZ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV812823(NAD 83)
 BZ0449_MARKER: DB = BENCH MARK DISK
 BZ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0449_STAMPING: E 416 1947
 BZ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0449+STABILITY: SURFACE MOTION
 BZ0449
 BZ0449  HISTORY     - Date     Condition        Report By
 BZ0449  HISTORY     - 1947     MONUMENTED       CGS
 BZ0449
 BZ0449                          STATION DESCRIPTION
 BZ0449
 BZ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0449'2.5 MI SE FROM BUFFALO.
 BZ0449'TO REACH FROM THE POST OFFICE AT BUFFALO GO SOUTHWEST 0.4 MILE ALONG
 BZ0449'U.S. HIGHWAY NO.79, THENCE SOUTHEASTERLY 2.1 MILES ALONG U.S. HIGHWAY
 BZ0449'NO. 75 TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE
 BZ0449'HIGHWAY AND A SOUTHWEST-NORTHEAST DIRT ROAD, 53.4 FEET SOUTHEAST OF
 BZ0449'THE CENTER LINE OF THE DIRT ROAD, 51.0 FEET SOUTHWEST OF AND ABOUT 1.0
 BZ0449'FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 16.3 FEET SOUTHEAST
 BZ0449'OF A FENCE CORNER, 1.0 FOOT NORTHEAST OF A FENCE AND 1.5 FEET
 BZ0449'NORTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BZ0449'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1674 ***********************************************************************
 BY1674  DESIGNATION -  E 417
 BY1674  PID         -  BY1674
 BY1674  STATE/COUNTY-  TX/LEON
 BY1674  USGS QUAD   -  FLO (1964)
 BY1674
 BY1674                         *CURRENT SURVEY CONTROL
 BY1674  ___________________________________________________________________
 BY1674* NAD 83(1986)-  31 28 02.     (N)    095 57 36.     (W)     SCALED    
 BY1674* NAVD 88     -        91.56   (+/-2cm)     300.4    (feet)  VERTCON   
 BY1674  ___________________________________________________________________
 BY1674  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BY1674
 BY1674  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1674
 BY1674.The horizontal coordinates were scaled from a topographic map and have
 BY1674.an estimated accuracy of +/- 6 seconds.
 BY1674
 BY1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1674.The vertical order pertains to the NGVD 29 superseded value.
 BY1674
 BY1674.The geoid height was determined by GEOID03.
 BY1674
 BY1674;                    North         East    Units  Estimated Accuracy
 BY1674;SPC TX C     - 3,207,770.    1,115,480.      MT  (+/- 180 meters Scaled)
 BY1674
 BY1674                          SUPERSEDED SURVEY CONTROL
 BY1674
 BY1674  NGVD 29 (??/??/92)   91.522  (m)          300.27   (f) ADJ UNCH    2 0
 BY1674
 BY1674.Superseded values are not recommended for survey control.
 BY1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1674.See file dsdata.txt to determine how the superseded data were derived.
 BY1674
 BY1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ187851(NAD 83)
 BY1674_MARKER: DB = BENCH MARK DISK
 BY1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1674_STAMPING: E 417 1947
 BY1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1674+STABILITY: SURFACE MOTION
 BY1674
 BY1674  HISTORY     - Date     Condition        Report By
 BY1674  HISTORY     - 1947     MONUMENTED       CGS
 BY1674
 BY1674                          STATION DESCRIPTION
 BY1674
 BY1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1674'5.0 MI SW FROM KEECHI.
 BY1674'TO REACH FROM THE POST OFFICE AT KEECHI GO WESTERLY 1.8 MILES ALONG A
 BY1674'GRADED DIRT ROAD, THENCE SOUTHERLY 3.2 MILES ALONG A GRADED DIRT ROAD
 BY1674'TO SITE OF MARK, BENCH MARK IS ABOUT 6.1 MILES NORTHWEST OF FLO, 26.0
 BY1674'FEET WEST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 BY1674'ROAD, 26.0 FEET NORTHWEST OF A TWENTY INCH GUM TREE, 18.7 FEET
 BY1674'SOUTHWEST OF A FENCE CORNER, 16.2 FEET SOUTH OF A FENCE AND 1.5 FEET
 BY1674'NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BY1674'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0462 ***********************************************************************
 BZ0462  DESIGNATION -  E 418
 BZ0462  PID         -  BZ0462
 BZ0462  STATE/COUNTY-  TX/LEON
 BZ0462  USGS QUAD   -  ROBBINS (1982)
 BZ0462
 BZ0462                         *CURRENT SURVEY CONTROL
 BZ0462  ___________________________________________________________________
 BZ0462* NAD 83(1986)-  31 22 14.     (N)    096 05 15.     (W)     SCALED    
 BZ0462* NAVD 88     -       111.74   (+/-2cm)     366.6    (feet)  VERTCON   
 BZ0462  ___________________________________________________________________
 BZ0462  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BZ0462
 BZ0462  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0462
 BZ0462.The horizontal coordinates were scaled from a topographic map and have
 BZ0462.an estimated accuracy of +/- 6 seconds.
 BZ0462
 BZ0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0462.The vertical order pertains to the NGVD 29 superseded value.
 BZ0462
 BZ0462.The geoid height was determined by GEOID03.
 BZ0462
 BZ0462;                    North         East    Units  Estimated Accuracy
 BZ0462;SPC TX C     - 3,196,590.    1,103,780.      MT  (+/- 180 meters Scaled)
 BZ0462
 BZ0462                          SUPERSEDED SURVEY CONTROL
 BZ0462
 BZ0462  NGVD 29 (??/??/92)  111.713  (m)          366.51   (f) ADJ UNCH    2 0
 BZ0462
 BZ0462.Superseded values are not recommended for survey control.
 BZ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0462.See file dsdata.txt to determine how the superseded data were derived.
 BZ0462
 BZ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV770743(NAD 83)
 BZ0462_MARKER: DB = BENCH MARK DISK
 BZ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0462_STAMPING: E 418 1947
 BZ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0462+STABILITY: SURFACE MOTION
 BZ0462
 BZ0462  HISTORY     - Date     Condition        Report By
 BZ0462  HISTORY     - 1947     MONUMENTED       CGS
 BZ0462
 BZ0462                          STATION DESCRIPTION
 BZ0462
 BZ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0462'6.0 MI E FROM JEWETT.
 BZ0462'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEAST 2.9 MILES
 BZ0462'ALONG U.S.HIGHWAY NO.79, THENCE SOUTHEAST 2.6 MILES ALONG A GRADED
 BZ0462'DIRT ROAD, THENCE EASTERLY 0.5 MILE ALONG A GRADED DIRT ROAD TO SITE
 BZ0462'OF MARK, BENCH MARK IS ABOUT 75 YARDS WEST OF A WOODEN BRIDGE, 72.4
 BZ0462'FEET NORTHWEST OF A SIXTEEN INCH GUM TREE, 39.5 FEET NORTH OF AND
 BZ0462'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 23.0 FEET WEST OF A TEN
 BZ0462'INCH ELM TREE, 20.1 FEET EAST OF A SIXTEEN INCH ELM TREE, 2.5 FEET
 BZ0462'SOUTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4 IN. MARKER POST.  A
 BZ0462'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0462'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0481 ***********************************************************************
 BZ0481  DESIGNATION -  E 419
 BZ0481  PID         -  BZ0481
 BZ0481  STATE/COUNTY-  TX/LEON
 BZ0481  USGS QUAD   -  NORMANGEE (1982)
 BZ0481
 BZ0481                         *CURRENT SURVEY CONTROL
 BZ0481  ___________________________________________________________________
 BZ0481* NAD 83(1986)-  31 07 11.     (N)    096 03 54.     (W)     SCALED    
 BZ0481* NAVD 88     -       127.07   (+/-2cm)     416.9    (feet)  VERTCON   
 BZ0481  ___________________________________________________________________
 BZ0481  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BZ0481
 BZ0481  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0481
 BZ0481.The horizontal coordinates were scaled from a topographic map and have
 BZ0481.an estimated accuracy of +/- 6 seconds.
 BZ0481
 BZ0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0481.The vertical order pertains to the NGVD 29 superseded value.
 BZ0481
 BZ0481.The geoid height was determined by GEOID03.
 BZ0481
 BZ0481;                    North         East    Units  Estimated Accuracy
 BZ0481;SPC TX C     - 3,168,890.    1,106,990.      MT  (+/- 180 meters Scaled)
 BZ0481
 BZ0481                          SUPERSEDED SURVEY CONTROL
 BZ0481
 BZ0481  NGVD 29 (??/??/92)  127.043  (m)          416.81   (f) ADJ UNCH    2 0
 BZ0481
 BZ0481.Superseded values are not recommended for survey control.
 BZ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0481.See file dsdata.txt to determine how the superseded data were derived.
 BZ0481
 BZ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV799465(NAD 83)
 BZ0481_MARKER: DB = BENCH MARK DISK
 BZ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0481_STAMPING: E 419 1947
 BZ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0481+STABILITY: SURFACE MOTION
 BZ0481
 BZ0481  HISTORY     - Date     Condition        Report By
 BZ0481  HISTORY     - 1947     MONUMENTED       CGS
 BZ0481  HISTORY     - 1964     MARK NOT FOUND   USGS
 BZ0481
 BZ0481                          STATION DESCRIPTION
 BZ0481
 BZ0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0481'4.8 MI SE FROM FLYNN.
 BZ0481'TO REACH FROM THE POST OFFICE AT FLYNN GO SOUTHEAST 4.3 MILES ALONG A
 BZ0481'GRADED DIRT ROAD, THENCE EASTERLY 0.5 MILE ALONG A GRADED DIRT ROAD TO
 BZ0481'SITE OF MARK, BENCH MARK IS 51.6 FEET NORTHWEST OF A FENCE CORNER,
 BZ0481'41.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BZ0481'31.3 FEET SOUTHEAST OF A FENCE CORNER, 2.0 FEET NORTHEAST OF A FENCE
 BZ0481'AND 1.0 FOOT SOUTHEAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BZ0481'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3
 BZ0481'INCHES ABOVE GROUND.
 BZ0481
 BZ0481                          STATION RECOVERY (1964)
 BZ0481
 BZ0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BZ0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0705 ***********************************************************************
 CS0705  DESIGNATION -  E 422
 CS0705  PID         -  CS0705
 CS0705  STATE/COUNTY-  TX/NAVARRO
 CS0705  USGS QUAD   -  GOODLOW PARK (1978)
 CS0705
 CS0705                         *CURRENT SURVEY CONTROL
 CS0705  ___________________________________________________________________
 CS0705* NAD 83(1986)-  32 00 25.     (N)    096 08 41.     (W)     SCALED    
 CS0705* NAVD 88     -        97.260  (meters)     319.09   (feet)  ADJUSTED  
 CS0705  ___________________________________________________________________
 CS0705  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0705  DYNAMIC HT  -          97.146 (meters)     318.72  (feet)  COMP
 CS0705  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 CS0705
 CS0705  VERT ORDER  -  SECOND    CLASS 0
 CS0705
 CS0705.The horizontal coordinates were scaled from a topographic map and have
 CS0705.an estimated accuracy of +/- 6 seconds.
 CS0705
 CS0705.The orthometric height was determined by differential leveling
 CS0705.and adjusted by the National Geodetic Survey in June 1991..
 CS0705
 CS0705.The geoid height was determined by GEOID03.
 CS0705
 CS0705.The dynamic height is computed by dividing the NAVD 88
 CS0705.geopotential number by the normal gravity value computed on the
 CS0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0705.degrees latitude (g = 980.6199 gals.).
 CS0705
 CS0705.The modeled gravity was interpolated from observed gravity values.
 CS0705
 CS0705;                    North         East    Units  Estimated Accuracy
 CS0705;SPC TXNC     - 2,040,230.      822,530.      MT  (+/- 180 meters Scaled)
 CS0705
 CS0705                          SUPERSEDED SURVEY CONTROL
 CS0705
 CS0705  NGVD 29 (??/??/92)   97.259  (m)          319.09   (f) ADJ UNCH    2 0
 CS0705
 CS0705.Superseded values are not recommended for survey control.
 CS0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0705.See file dsdata.txt to determine how the superseded data were derived.
 CS0705
 CS0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA697447(NAD 83)
 CS0705_MARKER: DB = BENCH MARK DISK
 CS0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0705_STAMPING: E 422 1947
 CS0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0705+STABILITY: SURFACE MOTION
 CS0705
 CS0705  HISTORY     - Date     Condition        Report By
 CS0705  HISTORY     - 1947     MONUMENTED       CGS
 CS0705
 CS0705                          STATION DESCRIPTION
 CS0705
 CS0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0705'6.2 MI S FROM RURAL SHADE.
 CS0705'0.6 OF A MILE NORTHEAST ALONG A GRADED DIRT ROAD FROM THE RURAL SHADE
 CS0705'ELEMENTARY SCHOOL, THENCE 1.3 MILES EAST ALONG A GRADED DIRT ROAD,
 CS0705'THENCE 1.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 3.0 MILES
 CS0705'SOUTHWEST ALONG A GRADED DIRT ROAD TO THE SITE OF THE BENCH MARK. THE
 CS0705'MARK IS AT A TURN IN THE ROAD, 60 FEET NORTHWEST OF A 14 INCH
 CS0705'HACKBERRY TREE, 51 FEET NORTHEAST OF A FENCE CORNER, 23 FEET SOUTHEAST
 CS0705'OF AND 1 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 11 FEET EAST OF
 CS0705'THE NORTHEAST END OF A WIRE GATE, 3 FEET SOUTHEAST OF A FENCE, AND 2
 CS0705'FEET EAST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS0705'CONCRETE POST AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0202 ***********************************************************************
 EN0202  DESIGNATION -  E 425
 EN0202  PID         -  EN0202
 EN0202  STATE/COUNTY-  TX/DONLEY
 EN0202  USGS QUAD   -  MC KNIGHT (1982)
 EN0202
 EN0202                         *CURRENT SURVEY CONTROL
 EN0202  ___________________________________________________________________
 EN0202* NAD 83(1986)-  34 54 25.     (N)    100 32 25.     (W)     SCALED    
 EN0202* NAVD 88     -       736.392  (meters)    2415.98   (feet)  POSTED    
 EN0202  ___________________________________________________________________
 EN0202  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EN0202  DYNAMIC HT  -         735.570 (meters)    2413.28  (feet)  COMP
 EN0202  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 EN0202
 EN0202  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0202
 EN0202.The horizontal coordinates were scaled from a topographic map and have
 EN0202.an estimated accuracy of +/- 6 seconds.
 EN0202
 EN0202.The orthometric height was determined by differential leveling
 EN0202.and adjusted by the National Geodetic Survey in 1992..
 EN0202.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0202.rate of 1.1 thru 2.0 mm/km.
 EN0202
 EN0202.The geoid height was determined by GEOID03.
 EN0202
 EN0202.The dynamic height is computed by dividing the NAVD 88
 EN0202.geopotential number by the normal gravity value computed on the
 EN0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0202.degrees latitude (g = 980.6199 gals.).
 EN0202
 EN0202.The modeled gravity was interpolated from observed gravity values.
 EN0202
 EN0202;                    North         East    Units  Estimated Accuracy
 EN0202;SPC TX N     - 1,101,040.      287,710.      MT  (+/- 180 meters Scaled)
 EN0202
 EN0202                          SUPERSEDED SURVEY CONTROL
 EN0202
 EN0202  NGVD 29 (??/??/92)  736.064  (m)         2414.90   (f) ADJ UNCH    2 0
 EN0202
 EN0202.Superseded values are not recommended for survey control.
 EN0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0202.See file dsdata.txt to determine how the superseded data were derived.
 EN0202
 EN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD592638(NAD 83)
 EN0202_MARKER: DB = BENCH MARK DISK
 EN0202_SETTING: 0 = UNSPECIFIED SETTING
 EN0202_STAMPING: E 425 1934
 EN0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0202
 EN0202  HISTORY     - Date     Condition        Report By
 EN0202  HISTORY     - 1934     MONUMENTED       CGS
 EN0202  HISTORY     - 1959     GOOD             NGS
 EN0202
 EN0202                          STATION DESCRIPTION
 EN0202
 EN0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EN0202'9.8 MI W FROM HEDLEY.
 EN0202'FROM THE JUNCTION OF U. S. HIGHWAY 287 AND STATE HIGHWAY 203 AT
 EN0202'HEDLEY, 6.7 MILES ALONG STATE HIGHWAY 203 TO A JUNCTION OF A
 EN0202'CROSSROAD, 0.5 MILE EAST ALONG THE OLD HIGHWAY ROADBED TO MARK
 EN0202'CROSSING AN OLD HIGHWAY BRIDGE AND THROUGH WIRE FENCE GATE.  MARK SETS
 EN0202'26 FEET SOUTH OF OLD HIGHWAY FROM CENTERLINE OF ROAD, 103 FEET NORTH
 EN0202'OF AN EAST-WEST FENCE LINE, 161 FEET WEST OF NORTH-SOUTH COUNTY LINE
 EN0202'FENCE, AND SET 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0061 ***********************************************************************
 EN0061  DESIGNATION -  E 426
 EN0061  PID         -  EN0061
 EN0061  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0061  USGS QUAD   -  DODSON (1964)
 EN0061
 EN0061                         *CURRENT SURVEY CONTROL
 EN0061  ___________________________________________________________________
 EN0061* NAD 83(1986)-  34 46 26.     (N)    100 02 46.     (W)     SCALED    
 EN0061* NAVD 88     -       561.796  (meters)    1843.16   (feet)  POSTED    
 EN0061  ___________________________________________________________________
 EN0061  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EN0061  DYNAMIC HT  -         561.170 (meters)    1841.11  (feet)  COMP
 EN0061  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 EN0061
 EN0061  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EN0061
 EN0061.The horizontal coordinates were scaled from a topographic map and have
 EN0061.an estimated accuracy of +/- 6 seconds.
 EN0061
 EN0061.The orthometric height was determined by differential leveling
 EN0061.and adjusted by the National Geodetic Survey in 1992..
 EN0061.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EN0061.rate of 0.0 thru 1.0 mm/km.
 EN0061
 EN0061.The geoid height was determined by GEOID03.
 EN0061
 EN0061.The dynamic height is computed by dividing the NAVD 88
 EN0061.geopotential number by the normal gravity value computed on the
 EN0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0061.degrees latitude (g = 980.6199 gals.).
 EN0061
 EN0061.The modeled gravity was interpolated from observed gravity values.
 EN0061
 EN0061;                    North         East    Units  Estimated Accuracy
 EN0061;SPC TX N     - 1,086,830.      333,080.      MT  (+/- 180 meters Scaled)
 EN0061
 EN0061                          SUPERSEDED SURVEY CONTROL
 EN0061
 EN0061  NGVD 29 (??/??/92)  561.49   (m)         1842.2    (f) COMPUTED    2 0
 EN0061
 EN0061.Superseded values are not recommended for survey control.
 EN0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0061.See file dsdata.txt to determine how the superseded data were derived.
 EN0061
 EN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD042484(NAD 83)
 EN0061_MARKER: DB = BENCH MARK DISK
 EN0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0061_STAMPING: E-426 1934
 EN0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0061+STABILITY: SURFACE MOTION
 EN0061
 EN0061  HISTORY     - Date     Condition        Report By
 EN0061  HISTORY     - 1934     MONUMENTED       CGS
 EN0061  HISTORY     - 1964     MARK NOT FOUND   USGS
 EN0061
 EN0061                          STATION DESCRIPTION
 EN0061
 EN0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0061'1.5 MI NW FROM DODSONVILLE.
 EN0061'1.5 MI N.W. OF MKT RAILROAD 2 POLES N.W. OF MILE POST NO. 121, 52 FT.
 EN0061'S. OF CENTER LINE OF A HWY., AND AT THE S.E. END OF A CURVE OF SAME,
 EN0061'36 FT. N. OF CENTER LINE OF TRACK, AND 2 FT. S. OF A TELEGRAPH POLE.
 EN0061
 EN0061                          STATION RECOVERY (1964)
 EN0061
 EN0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EN0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0026 ***********************************************************************
 EN0026  DESIGNATION -  E 427
 EN0026  PID         -  EN0026
 EN0026  STATE/COUNTY-  TX/CHILDRESS
 EN0026  USGS QUAD   -  LOCO (1984)
 EN0026
 EN0026                         *CURRENT SURVEY CONTROL
 EN0026  ___________________________________________________________________
 EN0026* NAD 83(1986)-  34 43 04.     (N)    100 11 15.     (W)     SCALED    
 EN0026* NAVD 88     -       546.026  (meters)    1791.42   (feet)  ADJUSTED  
 EN0026  ___________________________________________________________________
 EN0026  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 EN0026  DYNAMIC HT  -         545.413 (meters)    1789.41  (feet)  COMP
 EN0026  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 EN0026
 EN0026  VERT ORDER  -  SECOND    CLASS 0
 EN0026
 EN0026.The horizontal coordinates were scaled from a topographic map and have
 EN0026.an estimated accuracy of +/- 6 seconds.
 EN0026
 EN0026.The orthometric height was determined by differential leveling
 EN0026.and adjusted by the National Geodetic Survey in June 1991..
 EN0026
 EN0026.The geoid height was determined by GEOID03.
 EN0026
 EN0026.The dynamic height is computed by dividing the NAVD 88
 EN0026.geopotential number by the normal gravity value computed on the
 EN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0026.degrees latitude (g = 980.6199 gals.).
 EN0026
 EN0026.The modeled gravity was interpolated from observed gravity values.
 EN0026
 EN0026;                    North         East    Units  Estimated Accuracy
 EN0026;SPC TX N     - 1,080,430.      320,220.      MT  (+/- 180 meters Scaled)
 EN0026
 EN0026                          SUPERSEDED SURVEY CONTROL
 EN0026
 EN0026  NGVD 29 (??/??/92)  545.729  (m)         1790.45   (f) ADJ UNCH    2 0
 EN0026
 EN0026.Superseded values are not recommended for survey control.
 EN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0026.See file dsdata.txt to determine how the superseded data were derived.
 EN0026
 EN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD912423(NAD 83)
 EN0026_MARKER: DB = BENCH MARK DISK
 EN0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0026_STAMPING: E 427 1934
 EN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0026+STABILITY: SURFACE MOTION
 EN0026
 EN0026  HISTORY     - Date     Condition        Report By
 EN0026  HISTORY     - 1934     MONUMENTED       CGS
 EN0026  HISTORY     - 1958     GOOD             NGS
 EN0026  HISTORY     - 1982     GOOD             USGS
 EN0026
 EN0026                          STATION DESCRIPTION
 EN0026
 EN0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0026'10.2 MI S FROM WELLINGTON.
 EN0026'THIS MARK IS IN THE NORTHWEST ANGLE OF CROSSROADS AT JUNCTION WITH
 EN0026'U.S. HIGHWAY 83 AND FARM ROAD 1034.  IT IS 3 1/2 FEET SOUTH OF A POWER
 EN0026'LINE POLE AND IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EN0026
 EN0026                          STATION RECOVERY (1982)
 EN0026
 EN0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EN0026'WELLINGTON, ABOUT 10.2 MILES SOUTH OF IN CHILDRESS COUNTY, ABOUT 10.2
 EN0026'MILES SOUTH ALONG U.S HIGHWAY 83 FROM WELLINGTON, COLLINGSWORTH
 EN0026'COUNTY, AT THE JUNCTION WITH FM 1034 LEADING EAST, 49 FT. WEST OF WY.
 EN0026'83, 27 FT. NORTH OF FM 1034, 3 FT. SOUTH AND 1 FT. EAST OF A UTILITY
 EN0026'POLE. A STANDARD DISK STAMPED 'E 427 1934' AND SET IN THE TOP OF A
 EN0026'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0901 ***********************************************************************
 FL0901  DESIGNATION -  E 428
 FL0901  PID         -  FL0901
 FL0901  STATE/COUNTY-  TX/ARMSTRONG
 FL0901  USGS QUAD   -  ASHTOLA (1983)
 FL0901
 FL0901                         *CURRENT SURVEY CONTROL
 FL0901  ___________________________________________________________________
 FL0901* NAD 83(1986)-  35 01 54.     (N)    101 06 28.     (W)     SCALED    
 FL0901* NAVD 88     -       907.181  (meters)    2976.31   (feet)  ADJUSTED  
 FL0901  ___________________________________________________________________
 FL0901  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 FL0901  DYNAMIC HT  -         906.123 (meters)    2972.84  (feet)  COMP
 FL0901  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 FL0901
 FL0901  VERT ORDER  -  SECOND    CLASS 0
 FL0901
 FL0901.The horizontal coordinates were scaled from a topographic map and have
 FL0901.an estimated accuracy of +/- 6 seconds.
 FL0901
 FL0901.The orthometric height was determined by differential leveling
 FL0901.and adjusted by the National Geodetic Survey in June 1991..
 FL0901
 FL0901.The geoid height was determined by GEOID03.
 FL0901
 FL0901.The dynamic height is computed by dividing the NAVD 88
 FL0901.geopotential number by the normal gravity value computed on the
 FL0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0901.degrees latitude (g = 980.6199 gals.).
 FL0901
 FL0901.The modeled gravity was interpolated from observed gravity values.
 FL0901
 FL0901;                    North         East    Units  Estimated Accuracy
 FL0901;SPC TX N     - 1,114,520.      235,790.      MT  (+/- 180 meters Scaled)
 FL0901
 FL0901                          SUPERSEDED SURVEY CONTROL
 FL0901
 FL0901  NGVD 29 (??/??/92)  906.739  (m)         2974.86   (f) ADJ UNCH    2 0
 FL0901
 FL0901.Superseded values are not recommended for survey control.
 FL0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0901.See file dsdata.txt to determine how the superseded data were derived.
 FL0901
 FL0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD077785(NAD 83)
 FL0901_MARKER: DB = BENCH MARK DISK
 FL0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0901_STAMPING: E 428 1934
 FL0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0901+STABILITY: SURFACE MOTION
 FL0901
 FL0901  HISTORY     - Date     Condition        Report By
 FL0901  HISTORY     - 1934     MONUMENTED       CGS
 FL0901  HISTORY     - 1960     GOOD             USGS
 FL0901  HISTORY     - 1980     MARK NOT FOUND   USGS
 FL0901  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 FL0901
 FL0901                          STATION DESCRIPTION
 FL0901
 FL0901'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FL0901'3.9 MI NW FROM ASHTOLA.
 FL0901'IN ARMSTRONG COUNTY, 4.4 MILES SOUTHEAST ALONG THE FORT WORTH AND
 FL0901'DENVER RAILWAY FROM GOODNIGHT, 3.9 MILES NORTHWEST OF ASHTOLA, DONLEY
 FL0901'COUNTY, 6 FEET WEST OF MILEPOST 292, 183 FEET NORTH OF THE CENTERLINE
 FL0901'OF THE DIVIDING STRIP OF U.S. HIGHWAY 287, AND 45 FEET SOUTH OF THE
 FL0901'CENTERLINE OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
 FL0901
 FL0901                          STATION RECOVERY (1980)
 FL0901
 FL0901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FL0901'MARK NOT FOUND.
 FL0901
 FL0901                          STATION RECOVERY (2004)
 FL0901
 FL0901'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0226 ***********************************************************************
 EN0226  DESIGNATION -  E 429
 EN0226  PID         -  EN0226
 EN0226  STATE/COUNTY-  TX/BRISCOE
 EN0226  USGS QUAD   -  SCHOTT MOUNTAIN (1985)
 EN0226
 EN0226                         *CURRENT SURVEY CONTROL
 EN0226  ___________________________________________________________________
 EN0226* NAD 83(1986)-  34 31 01.     (N)    101 00 30.     (W)     SCALED    
 EN0226* NAVD 88     -       746.308  (meters)    2448.51   (feet)  ADJUSTED  
 EN0226  ___________________________________________________________________
 EN0226  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EN0226  DYNAMIC HT  -         745.427 (meters)    2445.62  (feet)  COMP
 EN0226  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 EN0226
 EN0226  VERT ORDER  -  SECOND    CLASS 0
 EN0226
 EN0226.The horizontal coordinates were scaled from a topographic map and have
 EN0226.an estimated accuracy of +/- 6 seconds.
 EN0226
 EN0226.The orthometric height was determined by differential leveling
 EN0226.and adjusted by the National Geodetic Survey in June 1991..
 EN0226
 EN0226.The geoid height was determined by GEOID03.
 EN0226
 EN0226.The dynamic height is computed by dividing the NAVD 88
 EN0226.geopotential number by the normal gravity value computed on the
 EN0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0226.degrees latitude (g = 980.6199 gals.).
 EN0226
 EN0226.The modeled gravity was interpolated from observed gravity values.
 EN0226
 EN0226;                    North         East    Units  Estimated Accuracy
 EN0226;SPC TX N     - 1,057,460.      245,150.      MT  (+/- 180 meters Scaled)
 EN0226
 EN0226                          SUPERSEDED SURVEY CONTROL
 EN0226
 EN0226  NGVD 29 (??/??/92)  745.966  (m)         2447.39   (f) ADJ UNCH    2 0
 EN0226
 EN0226.Superseded values are not recommended for survey control.
 EN0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0226.See file dsdata.txt to determine how the superseded data were derived.
 EN0226
 EN0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD156213(NAD 83)
 EN0226_MARKER: DB = BENCH MARK DISK
 EN0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0226_STAMPING: E 429 1934
 EN0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0226+STABILITY: SURFACE MOTION
 EN0226
 EN0226  HISTORY     - Date     Condition        Report By
 EN0226  HISTORY     - 1934     MONUMENTED       CGS
 EN0226  HISTORY     - 1959     GOOD             USGS
 EN0226
 EN0226                          STATION DESCRIPTION
 EN0226
 EN0226'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 EN0226'14.0 MI N FROM QUITAQUE.
 EN0226'14.0 MILES NORTH ALONG THE CLARENDON-QUITAQUE ROAD FROM QUITAQUE,
 EN0226'BRISCOE COUNTY, 150 YARDS NORTH OF THE SUMMIT OF A HILL AT THE NORTH
 EN0226'END OF A CURVE, 45 FEET WEST OF THE CENTERLINE OF THE ROAD, 4 FEET
 EN0226'NORTH EAST OF A FENCE CORNER, 2 FEET EAST OF THE FENCE.  AND SET IN
 EN0226'THE TOP OF A CONCRETE POST.  NOTE-- MARK IS ALSO 19.6 MILES EAST ALONG
 EN0226'STATE HIGHWAYS 86-THEN 256 FROM THE COURTHOUSE IN SILVERTON, 3.3 MILES
 EN0226'EAST OF JUNCTION OF QUITAQUE ROAD AND STATE HIGHWAY 256.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0009 ***********************************************************************
 AY0009  DESIGNATION -  E 43
 AY0009  PID         -  AY0009
 AY0009  STATE/COUNTY-  TX/COMAL
 AY0009  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0009
 AY0009                         *CURRENT SURVEY CONTROL
 AY0009  ___________________________________________________________________
 AY0009* NAD 83(1986)-  29 38 12.     (N)    098 14 52.     (W)     SCALED    
 AY0009* NAVD 88     -       221.780  (meters)     727.62   (feet)  POSTED    
 AY0009  ___________________________________________________________________
 AY0009  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AY0009  DYNAMIC HT  -         221.460 (meters)     726.57  (feet)  COMP
 AY0009  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 AY0009
 AY0009  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0009
 AY0009.The horizontal coordinates were scaled from a topographic map and have
 AY0009.an estimated accuracy of +/- 6 seconds.
 AY0009
 AY0009.The orthometric height was determined by differential leveling
 AY0009.and adjusted by the National Geodetic Survey in 1992..
 AY0009.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0009.rate of 1.1 thru 2.0 mm/km.
 AY0009
 AY0009.The geoid height was determined by GEOID03.
 AY0009
 AY0009.The dynamic height is computed by dividing the NAVD 88
 AY0009.geopotential number by the normal gravity value computed on the
 AY0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0009.degrees latitude (g = 980.6199 gals.).
 AY0009
 AY0009.The modeled gravity was interpolated from observed gravity values.
 AY0009
 AY0009;                    North         East    Units  Estimated Accuracy
 AY0009;SPC TXSC     - 4,200,090.      672,830.      MT  (+/- 180 meters Scaled)
 AY0009
 AY0009                          SUPERSEDED SURVEY CONTROL
 AY0009
 AY0009  NGVD 29 (??/??/92)  221.686  (m)          727.31   (f) ADJ UNCH    1 2
 AY0009
 AY0009.Superseded values are not recommended for survey control.
 AY0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0009.See file dsdata.txt to determine how the superseded data were derived.
 AY0009
 AY0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT728787(NAD 83)
 AY0009_MARKER: DB = BENCH MARK DISK
 AY0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0009_STAMPING: ELEV 726.69 FT. E 43 1917
 AY0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0009+STABILITY: SURFACE MOTION
 AY0009
 AY0009  HISTORY     - Date     Condition        Report By
 AY0009  HISTORY     - 1917     MONUMENTED       CGS
 AY0009  HISTORY     - 1957     GOOD             DOD
 AY0009  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0009  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0009  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0009
 AY0009                          STATION DESCRIPTION
 AY0009
 AY0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AY0009'8.8 MI SW FROM NEW BRAUNFELS.
 AY0009'8.8 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0009'FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 79 FEET NORTHEAST OF
 AY0009'AND ACROSS THE TRACK FROM MILEPOST 1012, 37 FEET NORTHWEST OF THE
 AY0009'CENTERLINE OF THE TRACK, 11 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 AY0009'3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN
 AY0009'THE TRACK.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 AY0009'PROJECTING 1 FOOT ABOVE THE GROUND.
 AY0009
 AY0009                          STATION RECOVERY (1957)
 AY0009
 AY0009'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0009'RECOVERED IN GOOD CONDITION.
 AY0009
 AY0009                          STATION RECOVERY (1987)
 AY0009
 AY0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0009'MARK NOT FOUND.
 AY0009
 AY0009                          STATION RECOVERY (1988)
 AY0009
 AY0009'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0009'MARK NOT FOUND.
 AY0009
 AY0009                          STATION RECOVERY (1999)
 AY0009
 AY0009'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0094 ***********************************************************************
 EO0094  DESIGNATION -  E 430
 EO0094  PID         -  EO0094
 EO0094  STATE/COUNTY-  TX/CASTRO
 EO0094  USGS QUAD   -  DIMMITT (1980)
 EO0094
 EO0094                         *CURRENT SURVEY CONTROL
 EO0094  ___________________________________________________________________
 EO0094* NAD 83(1986)-  34 32 47.     (N)    102 19 10.     (W)     SCALED    
 EO0094* NAVD 88     -      1181.117  (meters)    3875.05   (feet)  ADJUSTED  
 EO0094  ___________________________________________________________________
 EO0094  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 EO0094  DYNAMIC HT  -        1179.605 (meters)    3870.09  (feet)  COMP
 EO0094  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 EO0094
 EO0094  VERT ORDER  -  SECOND    CLASS 0
 EO0094
 EO0094.The horizontal coordinates were scaled from a topographic map and have
 EO0094.an estimated accuracy of +/- 6 seconds.
 EO0094
 EO0094.The orthometric height was determined by differential leveling
 EO0094.and adjusted by the National Geodetic Survey in June 1991..
 EO0094
 EO0094.The geoid height was determined by GEOID03.
 EO0094
 EO0094.The dynamic height is computed by dividing the NAVD 88
 EO0094.geopotential number by the normal gravity value computed on the
 EO0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0094.degrees latitude (g = 980.6199 gals.).
 EO0094
 EO0094.The modeled gravity was interpolated from observed gravity values.
 EO0094
 EO0094;                    North         East    Units  Estimated Accuracy
 EO0094;SPC TX N     - 1,060,930.      124,780.      MT  (+/- 180 meters Scaled)
 EO0094
 EO0094                          SUPERSEDED SURVEY CONTROL
 EO0094
 EO0094  NGVD 29 (??/??/92) 1180.618  (m)         3873.41   (f) ADJ UNCH    2 0
 EO0094
 EO0094.Superseded values are not recommended for survey control.
 EO0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0094.See file dsdata.txt to determine how the superseded data were derived.
 EO0094
 EO0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU459260(NAD 83)
 EO0094_MARKER: DB = BENCH MARK DISK
 EO0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0094_STAMPING: E 430 1934 3873.411
 EO0094_PROJECTION: FLUSH
 EO0094_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0094+STABILITY: SURFACE MOTION
 EO0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0094+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1999
 EO0094
 EO0094  HISTORY     - Date     Condition        Report By
 EO0094  HISTORY     - 1934     MONUMENTED       CGS
 EO0094  HISTORY     - 1964     GOOD             USGS
 EO0094  HISTORY     - 19990520 GOOD             TXDOT
 EO0094
 EO0094                          STATION DESCRIPTION
 EO0094
 EO0094'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EO0094'IN DIMMITT.
 EO0094'AT DIMMITT, 69 FEET SOUTH OF CENTER OF W. LEE ST., AND 33 FEET EAST OF
 EO0094'CENTER OF SW FRONT ST., 6 FT. NORTH AND 42 FEET WEST OF SOUTHWEST
 EO0094'CORNER OF HOUSE, 10 FEET EAST OF CURBING.  A STANDARD DISK, STAMPED F
 EO0094'430 1934 3873.411, AND SET IN THE TOP OF A CONCRETE POST.
 EO0094
 EO0094                          STATION RECOVERY (1999)
 EO0094
 EO0094'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 EO0094'TREE COVER LIMITS GPS USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0365 ***********************************************************************
 EN0365  DESIGNATION -  E 431
 EN0365  PID         -  EN0365
 EN0365  STATE/COUNTY-  TX/SWISHER
 EN0365  USGS QUAD   -  CLAYTONVILLE (1969)
 EN0365
 EN0365                         *CURRENT SURVEY CONTROL
 EN0365  ___________________________________________________________________
 EN0365* NAD 83(1986)-  34 29 09.     (N)    101 37 18.     (W)     SCALED    
 EN0365* NAVD 88     -      1022.611  (meters)    3355.02   (feet)  ADJUSTED  
 EN0365  ___________________________________________________________________
 EN0365  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EN0365  DYNAMIC HT  -        1021.339 (meters)    3350.84  (feet)  COMP
 EN0365  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 EN0365
 EN0365  VERT ORDER  -  SECOND    CLASS 0
 EN0365
 EN0365.The horizontal coordinates were scaled from a topographic map and have
 EN0365.an estimated accuracy of +/- 6 seconds.
 EN0365
 EN0365.The orthometric height was determined by differential leveling
 EN0365.and adjusted by the National Geodetic Survey in June 1991..
 EN0365
 EN0365.The geoid height was determined by GEOID03.
 EN0365
 EN0365.The dynamic height is computed by dividing the NAVD 88
 EN0365.geopotential number by the normal gravity value computed on the
 EN0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0365.degrees latitude (g = 980.6199 gals.).
 EN0365
 EN0365.The modeled gravity was interpolated from observed gravity values.
 EN0365
 EN0365;                    North         East    Units  Estimated Accuracy
 EN0365;SPC TX N     - 1,053,910.      188,820.      MT  (+/- 180 meters Scaled)
 EN0365
 EN0365                          SUPERSEDED SURVEY CONTROL
 EN0365
 EN0365  NGVD 29 (??/??/92) 1022.206  (m)         3353.69   (f) ADJ UNCH    2 0
 EN0365
 EN0365.Superseded values are not recommended for survey control.
 EN0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0365.See file dsdata.txt to determine how the superseded data were derived.
 EN0365
 EN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD592191(NAD 83)
 EN0365_MARKER: DB = BENCH MARK DISK
 EN0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0365_STAMPING: E 431 1934
 EN0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0365+STABILITY: SURFACE MOTION
 EN0365
 EN0365  HISTORY     - Date     Condition        Report By
 EN0365  HISTORY     - 1934     MONUMENTED       CGS
 EN0365  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0365
 EN0365                          STATION DESCRIPTION
 EN0365
 EN0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0365'12.1 MI E FROM TULIA.
 EN0365'12.1 MILES EAST ALONG STATE HIGHWAY 86 FROM THE COURTHOUSE AT TULIA,
 EN0365'0.3 MILE EAST OF A CURVE, 62 FEET SOUTHWEST OF A PIPE CULVERT, 30 FEET
 EN0365'SOUTH  OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF THE FENCE
 EN0365'LINE.  A STANDARD DISK, STAMPED E 431 1934 AND SET IN THE TOP OF A
 EN0365'CONCRETE POST.
 EN0365
 EN0365                          STATION RECOVERY (1968)
 EN0365
 EN0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0332 ***********************************************************************
 EN0332  DESIGNATION -  E 432
 EN0332  PID         -  EN0332
 EN0332  STATE/COUNTY-  TX/SWISHER
 EN0332  USGS QUAD   -  KRESS EAST (1969)
 EN0332
 EN0332                         *CURRENT SURVEY CONTROL
 EN0332  ___________________________________________________________________
 EN0332* NAD 83(1986)-  34 21 16.     (N)    101 44 45.     (W)     SCALED    
 EN0332* NAVD 88     -      1056.332  (meters)    3465.65   (feet)  ADJUSTED  
 EN0332  ___________________________________________________________________
 EN0332  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EN0332  DYNAMIC HT  -        1054.997 (meters)    3461.27  (feet)  COMP
 EN0332  MODELED GRAV-     979,336.0   (mgal)                       NAVD 88
 EN0332
 EN0332  VERT ORDER  -  SECOND    CLASS 0
 EN0332
 EN0332.The horizontal coordinates were scaled from a topographic map and have
 EN0332.an estimated accuracy of +/- 6 seconds.
 EN0332
 EN0332.The orthometric height was determined by differential leveling
 EN0332.and adjusted by the National Geodetic Survey in June 1991..
 EN0332
 EN0332.The geoid height was determined by GEOID03.
 EN0332
 EN0332.The dynamic height is computed by dividing the NAVD 88
 EN0332.geopotential number by the normal gravity value computed on the
 EN0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0332.degrees latitude (g = 980.6199 gals.).
 EN0332
 EN0332.The modeled gravity was interpolated from observed gravity values.
 EN0332
 EN0332;                    North         East    Units  Estimated Accuracy
 EN0332;SPC TX N     - 1,039,350.      177,380.      MT  (+/- 180 meters Scaled)
 EN0332
 EN0332                          SUPERSEDED SURVEY CONTROL
 EN0332
 EN0332  NGVD 29 (??/??/92) 1055.910  (m)         3464.26   (f) ADJ UNCH    2 0
 EN0332
 EN0332.Superseded values are not recommended for survey control.
 EN0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0332.See file dsdata.txt to determine how the superseded data were derived.
 EN0332
 EN0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD474048(NAD 83)
 EN0332_MARKER: DB = BENCH MARK DISK
 EN0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0332_STAMPING: E 432 1934
 EN0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0332+STABILITY: SURFACE MOTION
 EN0332
 EN0332  HISTORY     - Date     Condition        Report By
 EN0332  HISTORY     - 1934     MONUMENTED       CGS
 EN0332  HISTORY     - 1965     GOOD             USGS
 EN0332
 EN0332                          STATION DESCRIPTION
 EN0332
 EN0332'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EN0332'0.9 MI S FROM KRESS.
 EN0332'ABOUT 0.9 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EN0332'THE STATION AT KRESS, SWISHER COUNTY, ABOUT 4 POLES SOUTH OF MILEPOST
 EN0332'616, AT A SECONDARY ROAD CROSSING, 32 FEET SOUTH OF THE CENTERLINE OF
 EN0332'THE ROAD, 60 FEET 6 INCHES NORTHEAST OF THE CENTERLINE OF THE EAST
 EN0332'LANE OF US HIGHWAY 87, 35 FEET WEST OF THE CENTERLINE OF THE TRACKS, A
 EN0332'STANDARD DISK, STAMPED E 432 1934 AND SET IN THE TOP OF A CONCRETE
 EN0332'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0077 ***********************************************************************
 DP0077  DESIGNATION -  E 433
 DP0077  PID         -  DP0077
 DP0077  STATE/COUNTY-  TX/KENT
 DP0077  USGS QUAD   -  JAYTON NORTH (1978)
 DP0077
 DP0077                         *CURRENT SURVEY CONTROL
 DP0077  ___________________________________________________________________
 DP0077* NAD 83(1986)-  33 16 12.     (N)    100 35 07.     (W)     SCALED    
 DP0077* NAVD 88     -       616.984  (meters)    2024.22   (feet)  ADJUSTED  
 DP0077  ___________________________________________________________________
 DP0077  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DP0077  DYNAMIC HT  -         616.236 (meters)    2021.77  (feet)  COMP
 DP0077  MODELED GRAV-     979,405.5   (mgal)                       NAVD 88
 DP0077
 DP0077  VERT ORDER  -  SECOND    CLASS 0
 DP0077
 DP0077.The horizontal coordinates were scaled from a topographic map and have
 DP0077.an estimated accuracy of +/- 6 seconds.
 DP0077
 DP0077.The orthometric height was determined by differential leveling
 DP0077.and adjusted by the National Geodetic Survey in June 1991..
 DP0077
 DP0077.The geoid height was determined by GEOID03.
 DP0077
 DP0077.The dynamic height is computed by dividing the NAVD 88
 DP0077.geopotential number by the normal gravity value computed on the
 DP0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0077.degrees latitude (g = 980.6199 gals.).
 DP0077
 DP0077.The modeled gravity was interpolated from observed gravity values.
 DP0077
 DP0077;                    North         East    Units  Estimated Accuracy
 DP0077;SPC TXNC     - 2,179,720.      405,760.      MT  (+/- 180 meters Scaled)
 DP0077
 DP0077                          SUPERSEDED SURVEY CONTROL
 DP0077
 DP0077  NGVD 29 (??/??/92)  616.759  (m)         2023.48   (f) ADJ UNCH    2 0
 DP0077
 DP0077.Superseded values are not recommended for survey control.
 DP0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0077.See file dsdata.txt to determine how the superseded data were derived.
 DP0077
 DP0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB523823(NAD 83)
 DP0077_MARKER: DB = BENCH MARK DISK
 DP0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0077_STAMPING: E-433 1934
 DP0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0077+STABILITY: SURFACE MOTION
 DP0077
 DP0077  HISTORY     - Date     Condition        Report By
 DP0077  HISTORY     - 1934     MONUMENTED       CGS
 DP0077  HISTORY     - 1935     GOOD             NGS
 DP0077
 DP0077                          STATION DESCRIPTION
 DP0077
 DP0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0077'1.8 MI N FROM JAYTON.
 DP0077'1.8 MI. N. ALONG F.W. AND D. RY.  AT MILE POST B-173, 35 FT. E. OF THE
 DP0077'CENTER LINE OF TRACK, 10 FT. W. OF THE FENCE LINE, AND 3 FT. S.W. OF
 DP0077'MILE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0107 ***********************************************************************
 EN0107  DESIGNATION -  E 435 RESET 1959
 EN0107  PID         -  EN0107
 EN0107  STATE/COUNTY-  TX/COTTLE
 EN0107  USGS QUAD   -  MOONS CAMP (1981)
 EN0107
 EN0107                         *CURRENT SURVEY CONTROL
 EN0107  ___________________________________________________________________
 EN0107* NAD 83(1986)-  34 02 23.     (N)    100 14 53.     (W)     SCALED    
 EN0107* NAVD 88     -       561.76   (meters)    1843.0    (feet)  RESET     
 EN0107  ___________________________________________________________________
 EN0107  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EN0107
 EN0107  VERT ORDER  -  THIRD
 EN0107
 EN0107.The horizontal coordinates were scaled from a topographic map and have
 EN0107.an estimated accuracy of +/- 6 seconds.
 EN0107
 EN0107.The orthometric height was computed from unverified reset data.
 EN0107
 EN0107.The geoid height was determined by GEOID03.
 EN0107
 EN0107;                    North         East    Units  Estimated Accuracy
 EN0107;SPC TXNC     - 2,264,510.      438,590.      MT  (+/- 180 meters Scaled)
 EN0107
 EN0107                          SUPERSEDED SURVEY CONTROL
 EN0107
 EN0107.No superseded survey control is available for this station.
 EN0107
 EN0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC847672(NAD 83)
 EN0107_MARKER: DB = BENCH MARK DISK
 EN0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0107_STAMPING: E 435 RESET 1959
 EN0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0107+STABILITY: SURFACE MOTION
 EN0107
 EN0107  HISTORY     - Date     Condition        Report By
 EN0107  HISTORY     - 1959     MONUMENTED       CGS
 EN0107
 EN0107                          STATION DESCRIPTION
 EN0107
 EN0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EN0107'3.7 MI E FROM PADUCAH.
 EN0107'ABOUT 3.7 MILES EAST ALONG U.S. HIGHWAY NO. 70 FROM PADUCAH, COTTLE
 EN0107'COUNTY, IN THE NORTHWEST POINT OF THE INTERSECTION OF F.M. ROAD 104
 EN0107'AND HIGHWAY NO. 70, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE LINE OF
 EN0107'NO. 104 AND 20 FEET NORTH OF THE FENCE CORNER WHICH IS IN THE NORTH
 EN0107'RIGHT-OF-WAY FENCE LINE OF NO. 70.  IT IS 3 FEET SOUTH OF A POWER
 EN0107'POLE.  A STANDARD DISK STAMPED E 435 RESET 1959 IN A CONCRETE POST
 EN0107'PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0023 ***********************************************************************
 DP0023  DESIGNATION -  E 436
 DP0023  PID         -  DP0023
 DP0023  STATE/COUNTY-  TX/KING
 DP0023  USGS QUAD   -  GROW (1981)
 DP0023
 DP0023                         *CURRENT SURVEY CONTROL
 DP0023  ___________________________________________________________________
 DP0023* NAD 83(1986)-  33 48 31.     (N)    100 20 10.     (W)     SCALED    
 DP0023* NAVD 88     -       578.803  (meters)    1898.96   (feet)  ADJUSTED  
 DP0023  ___________________________________________________________________
 DP0023  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DP0023  DYNAMIC HT  -         578.123 (meters)    1896.73  (feet)  COMP
 DP0023  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 DP0023
 DP0023  VERT ORDER  -  SECOND    CLASS 0
 DP0023
 DP0023.The horizontal coordinates were scaled from a topographic map and have
 DP0023.an estimated accuracy of +/- 6 seconds.
 DP0023
 DP0023.The orthometric height was determined by differential leveling
 DP0023.and adjusted by the National Geodetic Survey in June 1991..
 DP0023
 DP0023.The geoid height was determined by GEOID03.
 DP0023
 DP0023.The dynamic height is computed by dividing the NAVD 88
 DP0023.geopotential number by the normal gravity value computed on the
 DP0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0023.degrees latitude (g = 980.6199 gals.).
 DP0023
 DP0023.The modeled gravity was interpolated from observed gravity values.
 DP0023
 DP0023;                    North         East    Units  Estimated Accuracy
 DP0023;SPC TXNC     - 2,239,010.      430,010.      MT  (+/- 180 meters Scaled)
 DP0023
 DP0023                          SUPERSEDED SURVEY CONTROL
 DP0023
 DP0023  NGVD 29 (??/??/92)  578.609  (m)         1898.32   (f) ADJ UNCH    2 0
 DP0023
 DP0023.Superseded values are not recommended for survey control.
 DP0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0023.See file dsdata.txt to determine how the superseded data were derived.
 DP0023
 DP0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC763417(NAD 83)
 DP0023_MARKER: DB = BENCH MARK DISK
 DP0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0023_STAMPING: E-436 1934
 DP0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0023+STABILITY: SURFACE MOTION
 DP0023
 DP0023  HISTORY     - Date     Condition        Report By
 DP0023  HISTORY     - 1934     MONUMENTED       CGS
 DP0023  HISTORY     - 1935     GOOD             NGS
 DP0023  HISTORY     - 1958     GOOD             NGS
 DP0023
 DP0023                          STATION DESCRIPTION
 DP0023
 DP0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0023'14.7 MI S FROM PADUCAH.
 DP0023'14.7 MI. S. ALONG U.S. NO. 80 (13.6 MI. N. OF GUTHRIE) ABOUT 200 YDS.
 DP0023'S. OF A FILLING STA., 160 FT. W. OF THE CENTER LINE OF HWY., 7 FT.
 DP0023'N.W. OF A TELEPHONE POLE, AND 1 FT. E. OF THE FENCE LINE.  NOTE-- BM
 DP0023'IS NEAR THE 6TH TELEPHONE POLE SOUTH OF A SERVICE STA. 1 FOOT W OF
 DP0023'FENCE LINE AND 53 FEET W OF THE CENTER LINE OF THE HIGHWAY.
 DP0023
 DP0023                          STATION RECOVERY (1958)
 DP0023
 DP0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0219 ***********************************************************************
 DP0219  DESIGNATION -  E 438
 DP0219  PID         -  DP0219
 DP0219  STATE/COUNTY-  TX/MOTLEY
 DP0219  USGS QUAD   -  RUSSELLVILLE (1981)
 DP0219
 DP0219                         *CURRENT SURVEY CONTROL
 DP0219  ___________________________________________________________________
 DP0219* NAD 83(1986)-  33 54 24.     (N)    100 44 08.     (W)     SCALED    
 DP0219* NAVD 88     -       747.413  (meters)    2452.14   (feet)  ADJUSTED  
 DP0219  ___________________________________________________________________
 DP0219  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DP0219  DYNAMIC HT  -         746.503 (meters)    2449.15  (feet)  COMP
 DP0219  MODELED GRAV-     979,394.1   (mgal)                       NAVD 88
 DP0219
 DP0219  VERT ORDER  -  SECOND    CLASS 0
 DP0219
 DP0219.The horizontal coordinates were scaled from a topographic map and have
 DP0219.an estimated accuracy of +/- 6 seconds.
 DP0219
 DP0219.The orthometric height was determined by differential leveling
 DP0219.and adjusted by the National Geodetic Survey in June 1991..
 DP0219
 DP0219.The geoid height was determined by GEOID03.
 DP0219
 DP0219.The dynamic height is computed by dividing the NAVD 88
 DP0219.geopotential number by the normal gravity value computed on the
 DP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0219.degrees latitude (g = 980.6199 gals.).
 DP0219
 DP0219.The modeled gravity was interpolated from observed gravity values.
 DP0219
 DP0219;                    North         East    Units  Estimated Accuracy
 DP0219;SPC TXNC     - 2,250,600.      393,260.      MT  (+/- 180 meters Scaled)
 DP0219
 DP0219                          SUPERSEDED SURVEY CONTROL
 DP0219
 DP0219  NGVD 29 (??/??/92)  747.129  (m)         2451.21   (f) ADJ UNCH    2 0
 DP0219
 DP0219.Superseded values are not recommended for survey control.
 DP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0219.See file dsdata.txt to determine how the superseded data were derived.
 DP0219
 DP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC395531(NAD 83)
 DP0219_MARKER: DB = BENCH MARK DISK
 DP0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0219_STAMPING: E 438 1934
 DP0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0219+STABILITY: SURFACE MOTION
 DP0219
 DP0219  HISTORY     - Date     Condition        Report By
 DP0219  HISTORY     - 1934     MONUMENTED       CGS
 DP0219  HISTORY     - 1958     GOOD             NGS
 DP0219
 DP0219                          STATION DESCRIPTION
 DP0219
 DP0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0219'3.0 MI W FROM RUSSELLVILLE.
 DP0219'3.0 MILES WEST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0219'RUSSELLVILLE, MOTLEY COUNTY, 6 FEET EAST OF MILEPOST 72+5, AT A ROAD
 DP0219'CROSSING, 30 FEET NORTH OF THE CENTER LINE OF THE TRACK, 24 FEET EAST
 DP0219'OF THE CENTER LINE OF THE ROAD, AND 7 FEET WEST OF THE NORTH-AND-SOUTH
 DP0219'FENCE.  A STANDARD DISK, STAMPED E 438 1934 AND SET IN THE TOP OF A
 DP0219'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0295 ***********************************************************************
 EN0295  DESIGNATION -  E 439
 EN0295  PID         -  EN0295
 EN0295  STATE/COUNTY-  TX/FLOYD
 EN0295  USGS QUAD   -  LOCKNEY (1965)
 EN0295
 EN0295                         *CURRENT SURVEY CONTROL
 EN0295  ___________________________________________________________________
 EN0295* NAD 83(1986)-  34 03 18.     (N)    101 22 59.     (W)     SCALED    
 EN0295* NAVD 88     -       984.879  (meters)    3231.22   (feet)  ADJUSTED  
 EN0295  ___________________________________________________________________
 EN0295  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EN0295  DYNAMIC HT  -         983.615 (meters)    3227.08  (feet)  COMP
 EN0295  MODELED GRAV-     979,320.2   (mgal)                       NAVD 88
 EN0295
 EN0295  VERT ORDER  -  SECOND    CLASS 0
 EN0295
 EN0295.The horizontal coordinates were scaled from a topographic map and have
 EN0295.an estimated accuracy of +/- 6 seconds.
 EN0295
 EN0295.The orthometric height was determined by differential leveling
 EN0295.and adjusted by the National Geodetic Survey in June 1991..
 EN0295
 EN0295.The geoid height was determined by GEOID03.
 EN0295
 EN0295.The dynamic height is computed by dividing the NAVD 88
 EN0295.geopotential number by the normal gravity value computed on the
 EN0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0295.degrees latitude (g = 980.6199 gals.).
 EN0295
 EN0295.The modeled gravity was interpolated from observed gravity values.
 EN0295
 EN0295;                    North         East    Units  Estimated Accuracy
 EN0295;SPC TXNC     - 2,268,510.      333,850.      MT  (+/- 180 meters Scaled)
 EN0295
 EN0295                          SUPERSEDED SURVEY CONTROL
 EN0295
 EN0295  NGVD 29 (??/??/92)  984.505  (m)         3230.00   (f) ADJ UNCH    2 0
 EN0295
 EN0295.Superseded values are not recommended for survey control.
 EN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0295.See file dsdata.txt to determine how the superseded data were derived.
 EN0295
 EN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC800708(NAD 83)
 EN0295_MARKER: DB = BENCH MARK DISK
 EN0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0295_STAMPING: E 439 1934
 EN0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0295+STABILITY: SURFACE MOTION
 EN0295
 EN0295  HISTORY     - Date     Condition        Report By
 EN0295  HISTORY     - 1934     MONUMENTED       CGS
 EN0295  HISTORY     - 1958     GOOD             NGS
 EN0295  HISTORY     - 1984     GOOD             DMA
 EN0295
 EN0295                          STATION DESCRIPTION
 EN0295
 EN0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0295'5.4 MI W FROM FLOYDADA.
 EN0295'ABOUT 5.4 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EN0295'STATION AT FLOYDADA, FLOYD COUNTY, 3 FEET EAST OF MILEPOST 21, 49 FEET
 EN0295'NORTH OF THE CENTER LINE OF THE TRACK, 32 FEET SOUTH OF THE CENTER
 EN0295'LINE OF OLD U.S. HIGHWAY 70, AND 1 FOOT SOUTH OF THE FENCE.  A
 EN0295'STANDARD DISK, STAMPED E 439 1934 AND SET IN THE TOP OF A CONCRETE
 EN0295'POST.
 EN0295
 EN0295                          STATION RECOVERY (1958)
 EN0295
 EN0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0295'RECOVERED IN GOOD CONDITION.
 EN0295
 EN0295                          STATION RECOVERY (1984)
 EN0295
 EN0295'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 EN0295'NEW MEASUREMENTS AS FOLLOW: 1.14 METERS SOUTHEAST OF TELEPHONE POLE
 EN0295'42 G, 14.55 METERS NORTHEAST OF CENTERLINE OF RAILROAD TRACK, 19.0
 EN0295'METERS EAST OF MILEPOST 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0110 ***********************************************************************
 EO0110  DESIGNATION -  E 440
 EO0110  PID         -  EO0110
 EO0110  STATE/COUNTY-  TX/LAMB
 EO0110  USGS QUAD   -  OLTON NE (1968)
 EO0110
 EO0110                         *CURRENT SURVEY CONTROL
 EO0110  ___________________________________________________________________
 EO0110* NAD 83(1986)-  34 11 17.     (N)    102 05 22.     (W)     SCALED    
 EO0110* NAVD 88     -      1094.045  (meters)    3589.38   (feet)  ADJUSTED  
 EO0110  ___________________________________________________________________
 EO0110  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 EO0110  DYNAMIC HT  -        1092.645 (meters)    3584.79  (feet)  COMP
 EO0110  MODELED GRAV-     979,318.3   (mgal)                       NAVD 88
 EO0110
 EO0110  VERT ORDER  -  SECOND    CLASS 0
 EO0110
 EO0110.The horizontal coordinates were scaled from a topographic map and have
 EO0110.an estimated accuracy of +/- 6 seconds.
 EO0110
 EO0110.The orthometric height was determined by differential leveling
 EO0110.and adjusted by the National Geodetic Survey in June 1991..
 EO0110
 EO0110.The geoid height was determined by GEOID03.
 EO0110
 EO0110.The dynamic height is computed by dividing the NAVD 88
 EO0110.geopotential number by the normal gravity value computed on the
 EO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0110.degrees latitude (g = 980.6199 gals.).
 EO0110
 EO0110.The modeled gravity was interpolated from observed gravity values.
 EO0110
 EO0110;                    North         East    Units  Estimated Accuracy
 EO0110;SPC TXNC     - 2,285,270.      269,160.      MT  (+/- 180 meters Scaled)
 EO0110
 EO0110                          SUPERSEDED SURVEY CONTROL
 EO0110
 EO0110  NGVD 29 (??/??/92) 1093.579  (m)         3587.85   (f) ADJ UNCH    2 0
 EO0110
 EO0110.Superseded values are not recommended for survey control.
 EO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0110.See file dsdata.txt to determine how the superseded data were derived.
 EO0110
 EO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT682868(NAD 83)
 EO0110_MARKER: DB = BENCH MARK DISK
 EO0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0110_STAMPING: E-440 1934
 EO0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0110+STABILITY: SURFACE MOTION
 EO0110
 EO0110  HISTORY     - Date     Condition        Report By
 EO0110  HISTORY     - 1934     MONUMENTED       CGS
 EO0110  HISTORY     - 1948     GOOD             NGS
 EO0110
 EO0110                          STATION DESCRIPTION
 EO0110
 EO0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0110'2.4 MI E FROM OLTON.
 EO0110'2.4 MI. E. ALONG U.S. NO. 70 100 FT. W. OF HALE COUNTY LINE, 50 FT.
 EO0110'N.E. OF A WHITE FARMHOUSE, 47 FT. S. OF THE CENTER LINE OF HWY., 2 FT.
 EO0110'N. OF A FENCE LINE, AND 1 FT. E. OF A CONC. F.A.P. MONUMENT AT END OF
 EO0110'PAVEMENT.
 EO0110
 EO0110                          STATION RECOVERY (1948)
 EO0110
 EO0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 EO0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0313 ***********************************************************************
 DP0313  DESIGNATION -  E 443
 DP0313  PID         -  DP0313
 DP0313  STATE/COUNTY-  TX/LYNN
 DP0313  USGS QUAD   -  TAHOKA (1981)
 DP0313
 DP0313                         *CURRENT SURVEY CONTROL
 DP0313  ___________________________________________________________________
 DP0313* NAD 83(1986)-  33 10 00.     (N)    101 49 56.     (W)     SCALED    
 DP0313* NAVD 88     -       946.611  (meters)    3105.67   (feet)  ADJUSTED  
 DP0313  ___________________________________________________________________
 DP0313  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 DP0313  DYNAMIC HT  -         945.365 (meters)    3101.59  (feet)  COMP
 DP0313  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 DP0313
 DP0313  VERT ORDER  -  SECOND    CLASS 0
 DP0313
 DP0313.The horizontal coordinates were scaled from a topographic map and have
 DP0313.an estimated accuracy of +/- 6 seconds.
 DP0313
 DP0313.The orthometric height was determined by differential leveling
 DP0313.and adjusted by the National Geodetic Survey in June 1991..
 DP0313
 DP0313.The geoid height was determined by GEOID03.
 DP0313
 DP0313.The dynamic height is computed by dividing the NAVD 88
 DP0313.geopotential number by the normal gravity value computed on the
 DP0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0313.degrees latitude (g = 980.6199 gals.).
 DP0313
 DP0313.The modeled gravity was interpolated from observed gravity values.
 DP0313
 DP0313;                    North         East    Units  Estimated Accuracy
 DP0313;SPC TXNC     - 2,171,260.      289,270.      MT  (+/- 180 meters Scaled)
 DP0313
 DP0313                          SUPERSEDED SURVEY CONTROL
 DP0313
 DP0313  NGVD 29 (??/??/92)  946.220  (m)         3104.39   (f) ADJ UNCH    2 0
 DP0313
 DP0313.Superseded values are not recommended for survey control.
 DP0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0313.See file dsdata.txt to determine how the superseded data were derived.
 DP0313
 DP0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB358733(NAD 83)
 DP0313_MARKER: DB = BENCH MARK DISK
 DP0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0313_STAMPING: E 443 1934
 DP0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0313+STABILITY: SURFACE MOTION
 DP0313
 DP0313  HISTORY     - Date     Condition        Report By
 DP0313  HISTORY     - 1934     MONUMENTED       CGS
 DP0313  HISTORY     - 1969     MARK NOT FOUND   USGS
 DP0313
 DP0313                          STATION DESCRIPTION
 DP0313
 DP0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0313'2.0 MI W FROM TAHOKA.
 DP0313'2.0 MILES WEST ALONG U. S. HIGHWAY 380 AND STATE HIGHWAY 84 FROM THE
 DP0313'COUNTY COURTHOUSE AT TAHOKA, LYNN COUNTY, 350 FEET WEST OF A
 DP0313'GALVANIZED-IRON CULVERT, 36 FEET NORTH OF THE CENTERLINE OF THE
 DP0313'HIGHWAY, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 DP0313'STAMPED E 443 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DP0313
 DP0313                          STATION RECOVERY (1969)
 DP0313
 DP0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0653 ***********************************************************************
 CU0653  DESIGNATION -  E 444
 CU0653  PID         -  CU0653
 CU0653  STATE/COUNTY-  TX/HOWARD
 CU0653  USGS QUAD   -  KNOTT NE (1966)
 CU0653
 CU0653                         *CURRENT SURVEY CONTROL
 CU0653  ___________________________________________________________________
 CU0653* NAD 83(1986)-  32 25 28.     (N)    101 35 34.     (W)     SCALED    
 CU0653* NAVD 88     -       812.452  (meters)    2665.52   (feet)  ADJUSTED  
 CU0653  ___________________________________________________________________
 CU0653  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CU0653  DYNAMIC HT  -         811.338 (meters)    2661.86  (feet)  COMP
 CU0653  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 CU0653
 CU0653  VERT ORDER  -  SECOND    CLASS 0
 CU0653
 CU0653.The horizontal coordinates were scaled from a topographic map and have
 CU0653.an estimated accuracy of +/- 6 seconds.
 CU0653
 CU0653.The orthometric height was determined by differential leveling
 CU0653.and adjusted by the National Geodetic Survey in June 1991..
 CU0653
 CU0653.The geoid height was determined by GEOID03.
 CU0653
 CU0653.The dynamic height is computed by dividing the NAVD 88
 CU0653.geopotential number by the normal gravity value computed on the
 CU0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0653.degrees latitude (g = 980.6199 gals.).
 CU0653
 CU0653.The modeled gravity was interpolated from observed gravity values.
 CU0653
 CU0653;                    North         East    Units  Estimated Accuracy
 CU0653;SPC TXNC     - 2,088,310.      309,170.      MT  (+/- 180 meters Scaled)
 CU0653
 CU0653                          SUPERSEDED SURVEY CONTROL
 CU0653
 CU0653  NGVD 29 (??/??/92)  812.154  (m)         2664.54   (f) ADJ UNCH    2 0
 CU0653
 CU0653.Superseded values are not recommended for survey control.
 CU0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0653.See file dsdata.txt to determine how the superseded data were derived.
 CU0653
 CU0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA561904(NAD 83)
 CU0653_MARKER: DB = BENCH MARK DISK
 CU0653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0653_SP_SET: CULVERT
 CU0653_STAMPING: E 444 1934
 CU0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0653
 CU0653  HISTORY     - Date     Condition        Report By
 CU0653  HISTORY     - 1934     MONUMENTED       CGS
 CU0653  HISTORY     - 1961     GOOD             NGS
 CU0653  HISTORY     - 1968     GOOD             NGS
 CU0653  HISTORY     - 1978     MARK NOT FOUND   DOD
 CU0653
 CU0653                          STATION DESCRIPTION
 CU0653
 CU0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0653'14.1 MI NW FROM BIG SPRINGS.
 CU0653'14.1 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE TEXAS AND PACIFIC
 CU0653'RAILWAY STATION AT BIG SPRING, 1.0 MILE NORTH OF A ROAD INTERSECTION,
 CU0653'0.3 MILE SOUTH OF A CONCRETE-BOX CULVERT, AT A 5-BY 10-FOOT
 CU0653'CONCRETE-BOX CULVERT, IN THE TOP OF THE WEST HEADWALL, 21 FEET WEST OF
 CU0653'THE CENTERLINE OF THE HIGHWAY, AND 32 FEET EAST OF A FENCE.
 CU0653
 CU0653                          STATION RECOVERY (1968)
 CU0653
 CU0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CU0653'RECOVERED IN GOOD CONDITION.
 CU0653
 CU0653                          STATION RECOVERY (1978)
 CU0653
 CU0653'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 CU0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0323 ***********************************************************************
 DP0323  DESIGNATION -  E 445
 DP0323  PID         -  DP0323
 DP0323  STATE/COUNTY-  TX/LYNN
 DP0323  USGS QUAD   -  GRASSLAND (1970)
 DP0323
 DP0323                         *CURRENT SURVEY CONTROL
 DP0323  ___________________________________________________________________
 DP0323* NAD 83(1986)-  33 09 57.     (N)    101 37 29.     (W)     SCALED    
 DP0323* NAVD 88     -       905.135  (meters)    2969.60   (feet)  ADJUSTED  
 DP0323  ___________________________________________________________________
 DP0323  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 DP0323  DYNAMIC HT  -         903.947 (meters)    2965.70  (feet)  COMP
 DP0323  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 DP0323
 DP0323  VERT ORDER  -  SECOND    CLASS 0
 DP0323
 DP0323.The horizontal coordinates were scaled from a topographic map and have
 DP0323.an estimated accuracy of +/- 6 seconds.
 DP0323
 DP0323.The orthometric height was determined by differential leveling
 DP0323.and adjusted by the National Geodetic Survey in June 1991..
 DP0323
 DP0323.The geoid height was determined by GEOID03.
 DP0323
 DP0323.The dynamic height is computed by dividing the NAVD 88
 DP0323.geopotential number by the normal gravity value computed on the
 DP0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0323.degrees latitude (g = 980.6199 gals.).
 DP0323
 DP0323.The modeled gravity was interpolated from observed gravity values.
 DP0323
 DP0323;                    North         East    Units  Estimated Accuracy
 DP0323;SPC TXNC     - 2,170,580.      308,610.      MT  (+/- 180 meters Scaled)
 DP0323
 DP0323                          SUPERSEDED SURVEY CONTROL
 DP0323
 DP0323  NGVD 29 (??/??/92)  904.72   (m)         2968.2    (f) COMPUTED    2 0
 DP0323
 DP0323.Superseded values are not recommended for survey control.
 DP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0323.See file dsdata.txt to determine how the superseded data were derived.
 DP0323
 DP0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB552727(NAD 83)
 DP0323_MARKER: DB = BENCH MARK DISK
 DP0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0323_STAMPING: E-445 1934
 DP0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0323+STABILITY: SURFACE MOTION
 DP0323
 DP0323  HISTORY     - Date     Condition        Report By
 DP0323  HISTORY     - 1934     MONUMENTED       CGS
 DP0323
 DP0323                          STATION DESCRIPTION
 DP0323
 DP0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0323'10.0 MI E FROM TAHOKA.
 DP0323'10.0 MI. E. ALONG U.S. NO. 380 125 YDS. W. OF A FARM HOUSE AND BARNS,
 DP0323'42 FT. S. OF THE CENTER LINE OF HWY., AND ABOUT 2 FT. N. OF THE S.
 DP0323'RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0324 ***********************************************************************
 DP0324  DESIGNATION -  E 445 RESET 1938
 DP0324  PID         -  DP0324
 DP0324  STATE/COUNTY-  TX/LYNN
 DP0324  USGS QUAD   -  GRASSLAND (1970)
 DP0324
 DP0324                         *CURRENT SURVEY CONTROL
 DP0324  ___________________________________________________________________
 DP0324* NAD 83(1986)-  33 09 57.     (N)    101 37 29.     (W)     SCALED    
 DP0324* NAVD 88     -       905.05   (+/-2cm)    2969.3    (feet)  VERTCON   
 DP0324  ___________________________________________________________________
 DP0324  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 DP0324
 DP0324  VERT ORDER  -  THIRD (See Below)
 DP0324
 DP0324.The horizontal coordinates were scaled from a topographic map and have
 DP0324.an estimated accuracy of +/- 6 seconds.
 DP0324
 DP0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0324.The vertical order pertains to the NGVD 29 superseded value.
 DP0324
 DP0324.The geoid height was determined by GEOID03.
 DP0324
 DP0324;                    North         East    Units  Estimated Accuracy
 DP0324;SPC TXNC     - 2,170,580.      308,610.      MT  (+/- 180 meters Scaled)
 DP0324
 DP0324                          SUPERSEDED SURVEY CONTROL
 DP0324
 DP0324  NGVD 29 (??/??/??)  904.64   (m)         2968.0    (f) RESET       3  
 DP0324
 DP0324.Superseded values are not recommended for survey control.
 DP0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0324.See file dsdata.txt to determine how the superseded data were derived.
 DP0324
 DP0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB552727(NAD 83)
 DP0324_MARKER: DB = BENCH MARK DISK
 DP0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0324_STAMPING: E 445 RESET 1938
 DP0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0324+STABILITY: SURFACE MOTION
 DP0324
 DP0324  HISTORY     - Date     Condition        Report By
 DP0324  HISTORY     - 1938     MONUMENTED       TXHD
 DP0324  HISTORY     - 1970     MARK NOT FOUND   USGS
 DP0324
 DP0324                          STATION DESCRIPTION
 DP0324
 DP0324'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0324'10.0 MI E FROM TAHOKA.
 DP0324'19 FEET SOUTH OF THE ORIGINAL LOCATION OF E 445 WHICH WAS DESCRIBED AS
 DP0324'FOLLOWS-- 10.0 MILES EAST ALONG U. S. HIGHWAY 380 AND STATE HIGHWAY 84
 DP0324'FROM THE COUNTY COURTHOUSE AT TAHOKA, LYNN COUNTY, 125 YARDS WEST OF A
 DP0324'FARMHOUSE AND BARNS, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DP0324'AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 DP0324'E 445 RESET 1938 AND SET IN THE TOP OF A CONCRETE POST.
 DP0324
 DP0324                          STATION RECOVERY (1970)
 DP0324
 DP0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DP0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0500 ***********************************************************************
 CU0500  DESIGNATION -  E 447
 CU0500  PID         -  CU0500
 CU0500  STATE/COUNTY-  TX/SCURRY
 CU0500  USGS QUAD   -  IRA NE (1979)
 CU0500
 CU0500                         *CURRENT SURVEY CONTROL
 CU0500  ___________________________________________________________________
 CU0500* NAD 83(1986)-  32 44 40.     (N)    101 05 38.     (W)     SCALED    
 CU0500* NAVD 88     -       746.086  (meters)    2447.78   (feet)  ADJUSTED  
 CU0500  ___________________________________________________________________
 CU0500  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CU0500  DYNAMIC HT  -         745.106 (meters)    2444.57  (feet)  COMP
 CU0500  MODELED GRAV-     979,300.5   (mgal)                       NAVD 88
 CU0500
 CU0500  VERT ORDER  -  SECOND    CLASS 0
 CU0500
 CU0500.The horizontal coordinates were scaled from a topographic map and have
 CU0500.an estimated accuracy of +/- 6 seconds.
 CU0500
 CU0500.The orthometric height was determined by differential leveling
 CU0500.and adjusted by the National Geodetic Survey in June 1991..
 CU0500
 CU0500.The geoid height was determined by GEOID03.
 CU0500
 CU0500.The dynamic height is computed by dividing the NAVD 88
 CU0500.geopotential number by the normal gravity value computed on the
 CU0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0500.degrees latitude (g = 980.6199 gals.).
 CU0500
 CU0500.The modeled gravity was interpolated from observed gravity values.
 CU0500
 CU0500;                    North         East    Units  Estimated Accuracy
 CU0500;SPC TXNC     - 2,122,520.      356,950.      MT  (+/- 180 meters Scaled)
 CU0500
 CU0500                          SUPERSEDED SURVEY CONTROL
 CU0500
 CU0500  NGVD 29 (??/??/92)  745.764  (m)         2446.73   (f) ADJ UNCH    2 0
 CU0500
 CU0500.Superseded values are not recommended for survey control.
 CU0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0500.See file dsdata.txt to determine how the superseded data were derived.
 CU0500
 CU0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB038248(NAD 83)
 CU0500_MARKER: DB = BENCH MARK DISK
 CU0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0500_STAMPING: E 447 1934
 CU0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0500+STABILITY: SURFACE MOTION
 CU0500
 CU0500  HISTORY     - Date     Condition        Report By
 CU0500  HISTORY     - 1934     MONUMENTED       CGS
 CU0500  HISTORY     - 1961     GOOD             NGS
 CU0500
 CU0500                          STATION DESCRIPTION
 CU0500
 CU0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0500'12.75 MI W FROM SNYDER.
 CU0500'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0500'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0500'10.0 MILES WEST ALONG U. S. HIGHWAY 180, THENCE 1.0 MILE NORTH ALONG A
 CU0500'GRADED DIRT ROAD, THENCE 0.65 MILE WEST ALONG A GRADED DIRT ROAD, 0.5
 CU0500'MILE EAST OF A FARMHOUSE AND A WINDMILL ON THE NORTH SIDE OF THE ROAD,
 CU0500'35 FEET SOUTH OF THE CENTER LINE OF THE GRADED DIRT ROAD, 132 FEET
 CU0500'WEST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 124 FEET EAST
 CU0500'OF A T-FENCE CORNER POST, 1 FOOT NORTH OF A FENCE, 1.0 FOOT WEST OF A
 CU0500'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE DIRT ROAD, AND
 CU0500'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. NOTE-- THIS
 CU0500'MARK HAS BEEN SLIGHTLY CHIPPED AROUND THE EDGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0262 ***********************************************************************
 BN0262  DESIGNATION -  E 448
 BN0262  PID         -  BN0262
 BN0262  STATE/COUNTY-  TX/MASON
 BN0262  USGS QUAD   -  PURDY HILL (1979)
 BN0262
 BN0262                         *CURRENT SURVEY CONTROL
 BN0262  ___________________________________________________________________
 BN0262* NAD 83(1986)-  30 45 43.     (N)    099 14 58.     (W)     SCALED    
 BN0262* NAVD 88     -       483.272  (meters)    1585.53   (feet)  ADJUSTED  
 BN0262  ___________________________________________________________________
 BN0262  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 BN0262  DYNAMIC HT  -         482.612 (meters)    1583.37  (feet)  COMP
 BN0262  MODELED GRAV-     979,260.8   (mgal)                       NAVD 88
 BN0262
 BN0262  VERT ORDER  -  SECOND    CLASS 0
 BN0262
 BN0262.The horizontal coordinates were scaled from a topographic map and have
 BN0262.an estimated accuracy of +/- 6 seconds.
 BN0262
 BN0262.The orthometric height was determined by differential leveling
 BN0262.and adjusted by the National Geodetic Survey in June 1991..
 BN0262
 BN0262.The geoid height was determined by GEOID03.
 BN0262
 BN0262.The dynamic height is computed by dividing the NAVD 88
 BN0262.geopotential number by the normal gravity value computed on the
 BN0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0262.degrees latitude (g = 980.6199 gals.).
 BN0262
 BN0262.The modeled gravity was interpolated from observed gravity values.
 BN0262
 BN0262;                    North         East    Units  Estimated Accuracy
 BN0262;SPC TX C     - 3,121,920.      803,760.      MT  (+/- 180 meters Scaled)
 BN0262
 BN0262                          SUPERSEDED SURVEY CONTROL
 BN0262
 BN0262  NGVD 29 (??/??/92)  483.210  (m)         1585.33   (f) ADJ UNCH    2 0
 BN0262
 BN0262.Superseded values are not recommended for survey control.
 BN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0262.See file dsdata.txt to determine how the superseded data were derived.
 BN0262
 BN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV761032(NAD 83)
 BN0262_MARKER: DB = BENCH MARK DISK
 BN0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0262_STAMPING: E 448 1935
 BN0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0262+STABILITY: SURFACE MOTION
 BN0262
 BN0262  HISTORY     - Date     Condition        Report By
 BN0262  HISTORY     - 1935     MONUMENTED       CGS
 BN0262  HISTORY     - 1953     GOOD             NGS
 BN0262  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0262  HISTORY     - 19960725 MARK NOT FOUND   USPSQD
 BN0262
 BN0262                          STATION DESCRIPTION
 BN0262
 BN0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0262'1.6 MI NW FROM MASON.
 BN0262'1.35 MILES NORTHWEST ALONG U.S. HIGHWAY 87 AND STATE HIGHWAY 29 FROM
 BN0262'THE COURTHOUSE AT MASON, THENCE 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY
 BN0262'377 AND STATE HIGHWAY 29, 113 FEET SOUTH OF THE CENTER LINE OF THE
 BN0262'HIGHWAY, 52 FEET NORTH OF THE CENTER LINE OF AN OLD ROAD BED, 36 FEET
 BN0262'WEST OF THE CENTER LINE OF A GRAVELED ROAD, 10 FEET WEST OF A 12 INCH
 BN0262'MESQUITE TREE, 7 FEET WEST OF A FENCE CORNER, 1 FOOT EAST OF A WITNESS
 BN0262'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BN0262'THE GROUND.
 BN0262
 BN0262                          STATION RECOVERY (1982)
 BN0262
 BN0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0262'NOT RECOVERED, SEARCHED FOR, BUT NOT FOUND.
 BN0262
 BN0262                          STATION RECOVERY (1996)
 BN0262
 BN0262'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0334 ***********************************************************************
 BN0334  DESIGNATION -  E 449
 BN0334  PID         -  BN0334
 BN0334  STATE/COUNTY-  TX/KIMBLE
 BN0334  USGS QUAD   -  SEGOVIA (1974)
 BN0334
 BN0334                         *CURRENT SURVEY CONTROL
 BN0334  ___________________________________________________________________
 BN0334* NAD 83(1986)-  30 27 00.     (N)    099 40 27.     (W)     SCALED    
 BN0334* NAVD 88     -       518.692  (meters)    1701.74   (feet)  ADJUSTED  
 BN0334  ___________________________________________________________________
 BN0334  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 BN0334  DYNAMIC HT  -         517.956 (meters)    1699.33  (feet)  COMP
 BN0334  MODELED GRAV-     979,205.8   (mgal)                       NAVD 88
 BN0334
 BN0334  VERT ORDER  -  SECOND    CLASS 0
 BN0334
 BN0334.The horizontal coordinates were scaled from a topographic map and have
 BN0334.an estimated accuracy of +/- 6 seconds.
 BN0334
 BN0334.The orthometric height was determined by differential leveling
 BN0334.and adjusted by the National Geodetic Survey in June 1991..
 BN0334
 BN0334.The geoid height was determined by GEOID03.
 BN0334
 BN0334.The dynamic height is computed by dividing the NAVD 88
 BN0334.geopotential number by the normal gravity value computed on the
 BN0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0334.degrees latitude (g = 980.6199 gals.).
 BN0334
 BN0334.The modeled gravity was interpolated from observed gravity values.
 BN0334
 BN0334;                    North         East    Units  Estimated Accuracy
 BN0334;SPC TX C     - 3,087,030.      763,310.      MT  (+/- 180 meters Scaled)
 BN0334
 BN0334                          SUPERSEDED SURVEY CONTROL
 BN0334
 BN0334  NGVD 29 (??/??/92)  518.655  (m)         1701.62   (f) ADJ UNCH    2 0
 BN0334
 BN0334.Superseded values are not recommended for survey control.
 BN0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0334.See file dsdata.txt to determine how the superseded data were derived.
 BN0334
 BN0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU352688(NAD 83)
 BN0334_MARKER: DB = BENCH MARK DISK
 BN0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0334_STAMPING: E 449 1935
 BN0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0334+STABILITY: SURFACE MOTION
 BN0334
 BN0334  HISTORY     - Date     Condition        Report By
 BN0334  HISTORY     - 1935     MONUMENTED       CGS
 BN0334  HISTORY     - 1974     GOOD             USGS
 BN0334  HISTORY     - 19990227 GOOD             USPSQD
 BN0334
 BN0334                          STATION DESCRIPTION
 BN0334
 BN0334'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 BN0334'2.1 MI NW FROM SEGOVIA.
 BN0334'SEGOVIA, 2.15 MI. N. ON FR 2169 FROM JCT. OF CROSS-OVER ON INTERSTATE
 BN0334'10, TO PVT. RD. W.  80 FT. W. OF CTR. OF WHY.  AND 18 FT. S. OF PVT.
 BN0334'RD.  STANDARD BRONZE DISK STAMPED E 449 1935 SET IN TOP OF A SQUARE
 BN0334'CONCRETE POST PROJECTING 0.3 FT.
 BN0334
 BN0334                          STATION RECOVERY (1999)
 BN0334
 BN0334'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1114 ***********************************************************************
 AY1114  DESIGNATION -  E 450
 AY1114  PID         -  AY1114
 AY1114  STATE/COUNTY-  TX/KERR
 AY1114  USGS QUAD   -  FALL CREEK (1982)
 AY1114
 AY1114                         *CURRENT SURVEY CONTROL
 AY1114  ___________________________________________________________________
 AY1114* NAD 83(1986)-  29 58 30.     (N)    099 10 38.     (W)     SCALED    
 AY1114* NAVD 88     -       542.728  (meters)    1780.60   (feet)  ADJUSTED  
 AY1114  ___________________________________________________________________
 AY1114  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 AY1114  DYNAMIC HT  -         541.948 (meters)    1778.04  (feet)  COMP
 AY1114  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AY1114
 AY1114  VERT ORDER  -  SECOND    CLASS 0
 AY1114
 AY1114.The horizontal coordinates were scaled from a topographic map and have
 AY1114.an estimated accuracy of +/- 6 seconds.
 AY1114
 AY1114.The orthometric height was determined by differential leveling
 AY1114.and adjusted by the National Geodetic Survey in June 1991..
 AY1114
 AY1114.The geoid height was determined by GEOID03.
 AY1114
 AY1114.The dynamic height is computed by dividing the NAVD 88
 AY1114.geopotential number by the normal gravity value computed on the
 AY1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1114.degrees latitude (g = 980.6199 gals.).
 AY1114
 AY1114.The modeled gravity was interpolated from observed gravity values.
 AY1114
 AY1114;                    North         East    Units  Estimated Accuracy
 AY1114;SPC TXSC     - 4,237,370.      582,900.      MT  (+/- 180 meters Scaled)
 AY1114
 AY1114                          SUPERSEDED SURVEY CONTROL
 AY1114
 AY1114  NGVD 29 (??/??/92)  542.645  (m)         1780.33   (f) ADJ UNCH    2 0
 AY1114
 AY1114.Superseded values are not recommended for survey control.
 AY1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1114.See file dsdata.txt to determine how the superseded data were derived.
 AY1114
 AY1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU829160(NAD 83)
 AY1114_MARKER: DB = BENCH MARK DISK
 AY1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1114_STAMPING: E 450 1935
 AY1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1114+STABILITY: SURFACE MOTION
 AY1114
 AY1114  HISTORY     - Date     Condition        Report By
 AY1114  HISTORY     - 1935     MONUMENTED       CGS
 AY1114  HISTORY     - 1953     GOOD             NGS
 AY1114  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1114  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1114
 AY1114                          STATION DESCRIPTION
 AY1114
 AY1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1114'6.4 MI SW FROM KERRVILLE.
 AY1114'6.4 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1114'KERRVILLE, AT THE TOP OF A LONG HILL, 41 FEET NORTH OF THE CENTER LINE
 AY1114'OF THE HIGHWAY, 18 FEET WEST OF AN 18 INCH OAK TREE, 2 FEET NORTH OF A
 AY1114'FENCE, 4 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AY1114'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1114
 AY1114                          STATION RECOVERY (1990)
 AY1114
 AY1114'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1114'MARK NOT FOUND.
 AY1114
 AY1114                          STATION RECOVERY (2005)
 AY1114
 AY1114'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0238 ***********************************************************************
 CD0238  DESIGNATION -  E 451
 CD0238  PID         -  CD0238
 CD0238  STATE/COUNTY-  TX/CULBERSON
 CD0238  USGS QUAD   -  NUTT RANCH (1964)
 CD0238
 CD0238                         *CURRENT SURVEY CONTROL
 CD0238  ___________________________________________________________________
 CD0238* NAD 83(1986)-  31 08 37.     (N)    104 48 26.     (W)     SCALED    
 CD0238* NAVD 88     -      1248.742  (meters)    4096.91   (feet)  ADJUSTED  
 CD0238  ___________________________________________________________________
 CD0238  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0238  DYNAMIC HT  -        1246.789 (meters)    4090.51  (feet)  COMP
 CD0238  MODELED GRAV-     979,033.3   (mgal)                       NAVD 88
 CD0238
 CD0238  VERT ORDER  -  SECOND    CLASS 0
 CD0238
 CD0238.The horizontal coordinates were scaled from a topographic map and have
 CD0238.an estimated accuracy of +/- 6 seconds.
 CD0238
 CD0238.The orthometric height was determined by differential leveling
 CD0238.and adjusted by the National Geodetic Survey in June 1991..
 CD0238
 CD0238.The geoid height was determined by GEOID03.
 CD0238
 CD0238.The dynamic height is computed by dividing the NAVD 88
 CD0238.geopotential number by the normal gravity value computed on the
 CD0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0238.degrees latitude (g = 980.6199 gals.).
 CD0238
 CD0238.The modeled gravity was interpolated from observed gravity values.
 CD0238
 CD0238;                    North         East    Units  Estimated Accuracy
 CD0238;SPC TX C     - 3,172,300.      273,530.      MT  (+/- 180 meters Scaled)
 CD0238
 CD0238                          SUPERSEDED SURVEY CONTROL
 CD0238
 CD0238  NGVD 29 (??/??/92) 1248.230  (m)         4095.23   (f) ADJ UNCH    2 0
 CD0238
 CD0238.Superseded values are not recommended for survey control.
 CD0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0238.See file dsdata.txt to determine how the superseded data were derived.
 CD0238
 CD0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ183455(NAD 83)
 CD0238_MARKER: DB = BENCH MARK DISK
 CD0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0238_STAMPING: E 451 1934
 CD0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0238+STABILITY: SURFACE MOTION
 CD0238
 CD0238  HISTORY     - Date     Condition        Report By
 CD0238  HISTORY     - 1934     MONUMENTED       CGS
 CD0238  HISTORY     - 1958     GOOD             NGS
 CD0238
 CD0238                          STATION DESCRIPTION
 CD0238
 CD0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0238'7.5 MI N FROM VAN HORN.
 CD0238'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0238'STATION AT VAN HORN, THENCE ABOUT 7.35 MILE NORTH ALONG STATE HIGHWAY
 CD0238'54.  112 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1
 CD0238'MILE NORTHWEST OF A CULVERT, 34 FEET EAST OF THE CENTER LINE OF THE
 CD0238'OLD HIGHWAY BED, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 CD0238'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CD0238'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0149 ***********************************************************************
 CD0149  DESIGNATION -  E 452 RESET 1967
 CD0149  PID         -  CD0149
 CD0149  STATE/COUNTY-  TX/REEVES
 CD0149  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0149
 CD0149                         *CURRENT SURVEY CONTROL
 CD0149  ___________________________________________________________________
 CD0149* NAD 83(1986)-  31 05 23.     (N)    104 03 10.     (W)     SCALED    
 CD0149* NAVD 88     -      1219.86   (+/-2cm)    4002.2    (feet)  VERTCON   
 CD0149  ___________________________________________________________________
 CD0149  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 CD0149
 CD0149  VERT ORDER  -  THIRD (See Below)
 CD0149
 CD0149.The horizontal coordinates were scaled from a topographic map and have
 CD0149.an estimated accuracy of +/- 6 seconds.
 CD0149
 CD0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0149.The vertical order pertains to the NGVD 29 superseded value.
 CD0149
 CD0149.The geoid height was determined by GEOID03.
 CD0149
 CD0149;                    North         East    Units  Estimated Accuracy
 CD0149;SPC TX C     - 3,163,690.      345,220.      MT  (+/- 180 meters Scaled)
 CD0149
 CD0149                          SUPERSEDED SURVEY CONTROL
 CD0149
 CD0149  NGVD 29 (01/29/03) 1219.40   (m)         4000.6    (f) RESET       3  
 CD0149
 CD0149.Superseded values are not recommended for survey control.
 CD0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0149.See file dsdata.txt to determine how the superseded data were derived.
 CD0149
 CD0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ903399(NAD 83)
 CD0149_MARKER: DB = BENCH MARK DISK
 CD0149_SETTING: 66 = SET IN ROCK OUTCROP
 CD0149_SP_SET: ROCK OUT
 CD0149_STAMPING: E 452 RESET 1967
 CD0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0149+STABILITY: POSITION/ELEVATION WELL
 CD0149
 CD0149  HISTORY     - Date     Condition        Report By
 CD0149  HISTORY     - 1967     MONUMENTED       CGS
 CD0149
 CD0149                          STATION DESCRIPTION
 CD0149
 CD0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CD0149'10.5 MI E FROM KENT.
 CD0149'ABOUT 10.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM KENT TO THE JUNCTION
 CD0149'OF U.S. HIGHWAY 290, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 290
 CD0149'TO SITE OF BENCH MARK, AT THE SOUTHEAST RIGHT-OF-WAY OF THE SOUTHEAST
 CD0149'BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 10, ABOUT 10 YARDS EAST OF
 CD0149'THE ROCK LEDGE OF A RAVINE, 1 FOOT NORTH OF A SMALL ROCK CAIRN, SET IN
 CD0149'A FLAT ROCK OUT CROP WHICH IS ABOUT 3 FEET BY 6 FEET.  A C AND GS
 CD0149'BENCH MARK DISK CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0144 ***********************************************************************
 BQ0144  DESIGNATION -  E 454
 BQ0144  PID         -  BQ0144
 BQ0144  STATE/COUNTY-  TX/PRESIDIO
 BQ0144  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0144
 BQ0144                         *CURRENT SURVEY CONTROL
 BQ0144  ___________________________________________________________________
 BQ0144* NAD 83(1986)-  30 06 30.     (N)    104 08 40.     (W)     SCALED    
 BQ0144* NAVD 88     -      1434.974  (meters)    4707.91   (feet)  ADJUSTED  
 BQ0144  ___________________________________________________________________
 BQ0144  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BQ0144  DYNAMIC HT  -        1432.556 (meters)    4699.98  (feet)  COMP
 BQ0144  MODELED GRAV-     978,906.6   (mgal)                       NAVD 88
 BQ0144
 BQ0144  VERT ORDER  -  FIRST     CLASS II
 BQ0144
 BQ0144.The horizontal coordinates were scaled from a topographic map and have
 BQ0144.an estimated accuracy of +/- 6 seconds.
 BQ0144
 BQ0144.The orthometric height was determined by differential leveling
 BQ0144.and adjusted by the National Geodetic Survey in June 1991..
 BQ0144
 BQ0144.The geoid height was determined by GEOID03.
 BQ0144
 BQ0144.The dynamic height is computed by dividing the NAVD 88
 BQ0144.geopotential number by the normal gravity value computed on the
 BQ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0144.degrees latitude (g = 980.6199 gals.).
 BQ0144
 BQ0144.The modeled gravity was interpolated from observed gravity values.
 BQ0144
 BQ0144;                    North         East    Units  Estimated Accuracy
 BQ0144;SPC TXSC     - 4,263,040.      104,350.      MT  (+/- 180 meters Scaled)
 BQ0144
 BQ0144                          SUPERSEDED SURVEY CONTROL
 BQ0144
 BQ0144  NGVD 29 (??/??/92) 1434.476  (m)         4706.28   (f) ADJ UNCH    1 2
 BQ0144
 BQ0144.Superseded values are not recommended for survey control.
 BQ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0144.See file dsdata.txt to determine how the superseded data were derived.
 BQ0144
 BQ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP824310(NAD 83)
 BQ0144_MARKER: DB = BENCH MARK DISK
 BQ0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0144_SP_SET: CULVERT
 BQ0144_STAMPING: E 454 1935
 BQ0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0144
 BQ0144  HISTORY     - Date     Condition        Report By
 BQ0144  HISTORY     - 1935     MONUMENTED       CGS
 BQ0144  HISTORY     - 1958     GOOD             NGS
 BQ0144  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0144  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BQ0144
 BQ0144                          STATION DESCRIPTION
 BQ0144
 BQ0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0144'16.1 MI SW FROM MARFA.
 BQ0144'ABOUT 16.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE TEXAS AND
 BQ0144'NEW ORLEANS RAILROAD STATION AT MARFA, IN THE TOP OF THE SOUTHWEST END
 BQ0144'OF THE NORTHWEST CONCRETE HEAD WALL OF A BOX CULVERT, ABOUT 0.4 MILE
 BQ0144'NORTHEAST OF THE TOP OF A HILL, 17 FEET NORTHWEST OF THE CENTER LINE
 BQ0144'OF THE HIGHWAY, 117 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A
 BQ0144'TEE FENCE CORNER, 80 FEET SOUTHWEST OF A TWIN TUBE CULVERT, 31 1/2
 BQ0144'FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, AND ABOUT 6 INCHES ABOVE THE
 BQ0144'LEVEL OF THE HIGHWAY.
 BQ0144
 BQ0144                          STATION RECOVERY (1981)
 BQ0144
 BQ0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0144'NOTE=THERE IS A NEW CONCRETE CULVERT AT THIS LOCATION.
 BQ0144
 BQ0144                          STATION RECOVERY (1996)
 BQ0144
 BQ0144'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0026 ***********************************************************************
 BB0026  DESIGNATION -  E 455
 BB0026  PID         -  BB0026
 BB0026  STATE/COUNTY-  TX/PRESIDIO
 BB0026  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0026
 BB0026                         *CURRENT SURVEY CONTROL
 BB0026  ___________________________________________________________________
 BB0026* NAD 83(1986)-  29 33 33.     (N)    104 21 47.     (W)     SCALED    
 BB0026* NAVD 88     -       787.182  (meters)    2582.61   (feet)  ADJUSTED  
 BB0026  ___________________________________________________________________
 BB0026  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BB0026  DYNAMIC HT  -         785.905 (meters)    2578.42  (feet)  COMP
 BB0026  MODELED GRAV-     978,996.7   (mgal)                       NAVD 88
 BB0026
 BB0026  VERT ORDER  -  FIRST     CLASS II
 BB0026
 BB0026.The horizontal coordinates were scaled from a topographic map and have
 BB0026.an estimated accuracy of +/- 6 seconds.
 BB0026
 BB0026.The orthometric height was determined by differential leveling
 BB0026.and adjusted by the National Geodetic Survey in June 1991..
 BB0026.WARNING-Repeat measurements at this control monument indicate possible
 BB0026.vertical movement.
 BB0026
 BB0026.The geoid height was determined by GEOID03.
 BB0026
 BB0026.The dynamic height is computed by dividing the NAVD 88
 BB0026.geopotential number by the normal gravity value computed on the
 BB0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0026.degrees latitude (g = 980.6199 gals.).
 BB0026
 BB0026.The modeled gravity was interpolated from observed gravity values.
 BB0026
 BB0026;                    North         East    Units  Estimated Accuracy
 BB0026;SPC TXSC     - 4,203,180.       80,520.      MT  (+/- 180 meters Scaled)
 BB0026
 BB0026                          SUPERSEDED SURVEY CONTROL
 BB0026
 BB0026  NGVD 29 (??/??/92)  786.793  (m)         2581.34   (f) ADJ UNCH    1 2
 BB0026
 BB0026.Superseded values are not recommended for survey control.
 BB0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0026.See file dsdata.txt to determine how the superseded data were derived.
 BB0026
 BB0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN617701(NAD 83)
 BB0026_MARKER: DB = BENCH MARK DISK
 BB0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BB0026_SP_SET: BUILDING
 BB0026_STAMPING: E 455 1935
 BB0026_MARK LOGO: CGS   
 BB0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0026
 BB0026  HISTORY     - Date     Condition        Report By
 BB0026  HISTORY     - 1935     MONUMENTED       CGS
 BB0026  HISTORY     - 1958     GOOD             NGS
 BB0026  HISTORY     - 1973     GOOD             NGS
 BB0026  HISTORY     - 1981     GOOD             NGS
 BB0026  HISTORY     - 19961010 GOOD             USPSQD
 BB0026
 BB0026                          STATION DESCRIPTION
 BB0026
 BB0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0026'0.55 MI SE FROM PRESIDIO.
 BB0026'ABOUT 0.45 MILE EAST ALONG FARM ROAD 170 FROM ITS SOUTH JUNCTION WITH
 BB0026'U. S. HIGHWAY 67 AT PRESIDIO, THENCE, 0.1 MILE SOUTH ALONG A DIRT
 BB0026'STREET TO THE CENTRAL POWER AND LIGHT CO. ICE PLANT, SET VERTICALLY IN
 BB0026'THE EAST FACE AT THE SOUTHEAST CORNER OF THE BUILDING, 127 FEET WEST
 BB0026'OF A TRANSFORMER STATION, 104 FEET SOUTHWEST OF A POWER POLE, 20 1/2
 BB0026'FEET SOUTH OF THE CENTER LINE OF THE EAST ENTRANCE TO THE ICE PLANT,
 BB0026'AND ABOUT 5 FEET ABOVE THE GROUND.
 BB0026
 BB0026                          STATION RECOVERY (1973)
 BB0026
 BB0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0026'RECOVERED IN GOOD CONDITION.
 BB0026
 BB0026                          STATION RECOVERY (1981)
 BB0026
 BB0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0026'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION (LINE 165 TX) IS
 BB0026'ADEQUATE EXCEPT THE ICE PLANT IS NOW ABAONDONED.
 BB0026
 BB0026                          STATION RECOVERY (1996)
 BB0026
 BB0026'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0531 ***********************************************************************
 AN0531  DESIGNATION -  E 456
 AN0531  PID         -  AN0531
 AN0531  STATE/COUNTY-  TX/JACKSON
 AN0531  USGS QUAD   -  LOLITA (1995)
 AN0531
 AN0531                         *CURRENT SURVEY CONTROL
 AN0531  ___________________________________________________________________
 AN0531* NAD 83(1986)-  28 50 23.     (N)    096 33 21.     (W)     SCALED    
 AN0531* NAVD 88     -        11.757  (meters)      38.57   (feet)  ADJUSTED  
 AN0531  ___________________________________________________________________
 AN0531  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0531  DYNAMIC HT  -          11.740 (meters)      38.52  (feet)  COMP
 AN0531  MODELED GRAV-     979,209.2   (mgal)                       NAVD 88
 AN0531
 AN0531  VERT ORDER  -  FIRST     CLASS I
 AN0531
 AN0531.The horizontal coordinates were scaled from a topographic map and have
 AN0531.an estimated accuracy of +/- 6 seconds.
 AN0531
 AN0531.The orthometric height was determined by differential leveling
 AN0531.and adjusted by the National Geodetic Survey in June 1991..
 AN0531
 AN0531.The geoid height was determined by GEOID03.
 AN0531
 AN0531.The dynamic height is computed by dividing the NAVD 88
 AN0531.geopotential number by the normal gravity value computed on the
 AN0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0531.degrees latitude (g = 980.6199 gals.).
 AN0531
 AN0531.The modeled gravity was interpolated from observed gravity values.
 AN0531
 AN0531;                    North         East    Units  Estimated Accuracy
 AN0531;SPC TXSC     - 4,114,030.      838,480.      MT  (+/- 180 meters Scaled)
 AN0531
 AN0531                          SUPERSEDED SURVEY CONTROL
 AN0531
 AN0531  NGVD 29 (??/??/92)   11.871  (m)           38.95   (f) ADJ UNCH    1 1
 AN0531
 AN0531.Superseded values are not recommended for survey control.
 AN0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0531.See file dsdata.txt to determine how the superseded data were derived.
 AN0531
 AN0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS384926(NAD 83)
 AN0531_MARKER: DB = BENCH MARK DISK
 AN0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0531_STAMPING: E 456 1951
 AN0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0531+STABILITY: SURFACE MOTION
 AN0531
 AN0531  HISTORY     - Date     Condition        Report By
 AN0531  HISTORY     - 1951     MONUMENTED       CGS
 AN0531  HISTORY     - 1972     GOOD             NGS
 AN0531  HISTORY     - 1973     GOOD             NGS
 AN0531  HISTORY     - 1978     GOOD             NGS
 AN0531  HISTORY     - 19980725 GOOD             USPSQD
 AN0531
 AN0531                          STATION DESCRIPTION
 AN0531
 AN0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0531'0.8 MI W FROM LOLITA.
 AN0531'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0531'CROSSING OF FARM-TO-MARKET ROAD 1593 AT LOLITA, ABOUT 0.1 MILE EAST OF
 AN0531'MILEPOST 244, 91 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF A
 AN0531'PAVEDROAD, 125 1/2 FEET NORTH AND ACROSS THE FARM ROAD FROM THE
 AN0531'NORTHWEST CORNER OF THE POINT COMFORT AND NORTHERN RAILROAD REPAIR
 AN0531'SHOP, 44 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 66 1/2 FEET
 AN0531'EAST OF THE CENTER LINE OF THE PAVED ROAD, 60 1/2 FEET SOUTH OF THE
 AN0531'SOUTH RAIL OF THE TRACK, 0.9 FOOT WEST OF A METAL WITNESS POST, ABOUT
 AN0531'LEVEL WITH THE FARM ROAD, ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK,
 AN0531'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE
 AN0531'OF THE GROUND.
 AN0531
 AN0531                          STATION RECOVERY (1973)
 AN0531
 AN0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0531'RECOVERED IN GOOD CONDITION.
 AN0531
 AN0531                          STATION RECOVERY (1978)
 AN0531
 AN0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0531'RECOVERED IN GOOD CONDITION.
 AN0531
 AN0531                          STATION RECOVERY (1998)
 AN0531
 AN0531'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2016 ***********************************************************************
 AW2016  DESIGNATION -  E 457
 AW2016  PID         -  AW2016
 AW2016  STATE/COUNTY-  TX/BRAZORIA
 AW2016  USGS QUAD   -  MANVEL (1974)
 AW2016
 AW2016                         *CURRENT SURVEY CONTROL
 AW2016  ___________________________________________________________________
 AW2016* NAD 83(1986)-  29 25 55.     (N)    095 15 52.     (W)     SCALED    
 AW2016* NAVD 88     -        12.189  (meters)      39.99   (feet)  ADJUSTED  
 AW2016  ___________________________________________________________________
 AW2016  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW2016  DYNAMIC HT  -          12.172 (meters)      39.93  (feet)  COMP
 AW2016  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 AW2016
 AW2016  VERT ORDER  -  FIRST     CLASS II
 AW2016
 AW2016.The horizontal coordinates were scaled from a topographic map and have
 AW2016.an estimated accuracy of +/- 6 seconds.
 AW2016
 AW2016.The orthometric height was determined by differential leveling
 AW2016.and adjusted by the National Geodetic Survey in June 1991..
 AW2016
 AW2016.The geoid height was determined by GEOID03.
 AW2016
 AW2016.The dynamic height is computed by dividing the NAVD 88
 AW2016.geopotential number by the normal gravity value computed on the
 AW2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2016.degrees latitude (g = 980.6199 gals.).
 AW2016
 AW2016.The modeled gravity was interpolated from observed gravity values.
 AW2016
 AW2016;                    North         East    Units  Estimated Accuracy
 AW2016;SPC TXSC     - 4,182,960.      962,350.      MT  (+/- 180 meters Scaled)
 AW2016
 AW2016                          SUPERSEDED SURVEY CONTROL
 AW2016
 AW2016  NGVD 29 (12/23/87)   12.186  (m)           39.98   (f) ADJUSTED    1 2
 AW2016
 AW2016.Superseded values are not recommended for survey control.
 AW2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2016.See file dsdata.txt to determine how the superseded data were derived.
 AW2016
 AW2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN803579(NAD 83)
 AW2016_MARKER: DB = BENCH MARK DISK
 AW2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2016_SP_SET: CONCRETE POST
 AW2016_STAMPING: E 457 1951
 AW2016_MARK LOGO: CGS   
 AW2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2016+STABILITY: SURFACE MOTION
 AW2016
 AW2016  HISTORY     - Date     Condition        Report By
 AW2016  HISTORY     - 1951     MONUMENTED       CGS
 AW2016  HISTORY     - 1964     GOOD             NGS
 AW2016  HISTORY     - 1978     GOOD             NGS
 AW2016  HISTORY     - 1987     GOOD             NGS
 AW2016  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 AW2016  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 AW2016
 AW2016                          STATION DESCRIPTION
 AW2016
 AW2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2016'1.4 MI W FROM ALVIN.
 AW2016'1.4 MILES WEST ALONG THE GULF, COLORADO, AND SANTA FE RAILROAD FROM
 AW2016'THE STATION AT ALVIN, ABOUT 5 RAILS WEST OF THE WEST END OF A WOODEN
 AW2016'BRIDGE, ABOUT 2 1/2 RAILS WEST OF MILEPOST 30, 49 FEET SOUTH OF THE
 AW2016'SOUTH RAIL, 48 1/2 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A
 AW2016'FENCE ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 AW2016'A CONCRETE POST PROJECTING 6 INCHES.
 AW2016
 AW2016                          STATION RECOVERY (1978)
 AW2016
 AW2016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2016'RECOVERED IN GOOD CONDITION.
 AW2016
 AW2016                          STATION RECOVERY (1987)
 AW2016
 AW2016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2016'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW2016'ADD--26.3 METERS (86.3 FT) WEST-NORTHWEST OF THE NORTHWEST LEG OF A
 AW2016'STEEL UTILITY TOWER.
 AW2016
 AW2016                          STATION RECOVERY (1996)
 AW2016
 AW2016'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2016'MARK NOT FOUND.
 AW2016
 AW2016                          STATION RECOVERY (2004)
 AW2016
 AW2016'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1633 ***********************************************************************
 AW1633  DESIGNATION -  E 458
 AW1633  PID         -  AW1633
 AW1633  STATE/COUNTY-  TX/GALVESTON
 AW1633  USGS QUAD   -  TEXAS CITY (1994)
 AW1633
 AW1633                         *CURRENT SURVEY CONTROL
 AW1633  ___________________________________________________________________
 AW1633* NAD 83(1986)-  29 24 23.     (N)    094 54 16.     (W)     SCALED    
 AW1633* NAVD 88     -         1.99   (+/-2cm)       6.5    (feet)  VERTCON   
 AW1633  ___________________________________________________________________
 AW1633  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1633
 AW1633  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1633
 AW1633.The horizontal coordinates were scaled from a topographic map and have
 AW1633.an estimated accuracy of +/- 6 seconds.
 AW1633
 AW1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1633.The vertical order pertains to the NGVD 29 superseded value.
 AW1633
 AW1633.The geoid height was determined by GEOID03.
 AW1633
 AW1633;                    North         East    Units  Estimated Accuracy
 AW1633;SPC TXSC     - 4,181,290.      997,360.      MT  (+/- 180 meters Scaled)
 AW1633
 AW1633                          SUPERSEDED SURVEY CONTROL
 AW1633
 AW1633  NGVD 29 (??/??/??)    1.983  (m)            6.51   (f) ADJUSTED    1 1
 AW1633
 AW1633.Superseded values are not recommended for survey control.
 AW1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1633.See file dsdata.txt to determine how the superseded data were derived.
 AW1633
 AW1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN152545(NAD 83)
 AW1633_MARKER: DB = BENCH MARK DISK
 AW1633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1633_SP_SET: CULVERT
 AW1633_STAMPING: E 458 1951
 AW1633_MARK LOGO: CGS   
 AW1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1633
 AW1633  HISTORY     - Date     Condition        Report By
 AW1633  HISTORY     - 1951     MONUMENTED       CGS
 AW1633  HISTORY     - 1973     GOOD             NGS
 AW1633  HISTORY     - 1976     GOOD             NGS
 AW1633  HISTORY     - 1976     GOOD             NGS
 AW1633  HISTORY     - 1978     GOOD             NGS
 AW1633  HISTORY     - 1983     GOOD             NGS
 AW1633  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1633  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1633  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1633  HISTORY     - 19940402 MARK NOT FOUND   USPSQD
 AW1633  HISTORY     - 19940407 MARK NOT FOUND   USPSQD
 AW1633  HISTORY     - 20031216 MARK NOT FOUND   USPSQD
 AW1633  HISTORY     - 20050131 MARK NOT FOUND   USPSQD
 AW1633
 AW1633                          STATION DESCRIPTION
 AW1633
 AW1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1633'1.25 MI N FROM TEXAS CITY.
 AW1633'ABOUT 1.25 MILES NORTH ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS
 AW1633'CITY, ABOUT 0.1 MILE SOUTH OF THE GIBSON SHOPPING CENTER ON THE INSIDE
 AW1633'OF A LONG CURVE IN THE ROAD, 19 FEET SOUTHWEST OF THE CENTER LINE OF
 AW1633'LOOP 197, 62 FEET NORTH OF THE CENTER LINE OF 23RD AVENUE N, SET IN
 AW1633'THE TOP AND CENTER OF THE WEST CONCRETE HEADWALL OF A 2 1/2 X 2 1/2
 AW1633'FT. BOX CULVERT, AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE ROAD.
 AW1633
 AW1633                          STATION RECOVERY (1976)
 AW1633
 AW1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1633'RECOVERED IN GOOD CONDITION.  BM IS SCARRED BUT STILL READABLE.
 AW1633
 AW1633                          STATION RECOVERY (1976)
 AW1633
 AW1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1633'RECOVERED IN GOOD CONDITION.
 AW1633
 AW1633                          STATION RECOVERY (1978)
 AW1633
 AW1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1633'RECOVERED IN GOOD CONDITION.
 AW1633
 AW1633                          STATION RECOVERY (1983)
 AW1633
 AW1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1633'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1633'WHITNEY BUILDING.
 AW1633
 AW1633                          STATION RECOVERY (1987)
 AW1633
 AW1633'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1633'MARK NOT FOUND.
 AW1633
 AW1633                          STATION RECOVERY (1987)
 AW1633
 AW1633'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW1633'MARK NOT FOUND.
 AW1633
 AW1633                          STATION RECOVERY (1987)
 AW1633
 AW1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1633'NOT RECOVERED, A NEW CULVERT IS AT THE DESCRIBED LOCATION. CONSIDER
 AW1633'DESTROYED.
 AW1633
 AW1633                          STATION RECOVERY (1994)
 AW1633
 AW1633'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1633'MARK NOT FOUND.
 AW1633
 AW1633                          STATION RECOVERY (1994)
 AW1633
 AW1633'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1633'MARK NOT FOUND.
 AW1633
 AW1633                          STATION RECOVERY (2003)
 AW1633
 AW1633'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1633'MARK NOT FOUND.
 AW1633
 AW1633                          STATION RECOVERY (2005)
 AW1633
 AW1633'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1002 ***********************************************************************
 AW1002  DESIGNATION -  E 459
 AW1002  PID         -  AW1002
 AW1002  STATE/COUNTY-  TX/GALVESTON
 AW1002  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1002
 AW1002                         *CURRENT SURVEY CONTROL
 AW1002  ___________________________________________________________________
 AW1002* NAD 83(1986)-  29 30 43.     (N)    095 11 53.     (W)     SCALED    
 AW1002* NAVD 88     -         7.932  (meters)      26.02   (feet)  ADJUSTED  
 AW1002  ___________________________________________________________________
 AW1002  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1002  DYNAMIC HT  -           7.921 (meters)      25.99  (feet)  COMP
 AW1002  MODELED GRAV-     979,269.5   (mgal)                       NAVD 88
 AW1002
 AW1002  VERT ORDER  -  FIRST     CLASS II
 AW1002
 AW1002.The horizontal coordinates were scaled from a topographic map and have
 AW1002.an estimated accuracy of +/- 6 seconds.
 AW1002
 AW1002.The orthometric height was determined by differential leveling
 AW1002.and adjusted by the National Geodetic Survey in June 1991..
 AW1002
 AW1002.The geoid height was determined by GEOID03.
 AW1002
 AW1002.The dynamic height is computed by dividing the NAVD 88
 AW1002.geopotential number by the normal gravity value computed on the
 AW1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1002.degrees latitude (g = 980.6199 gals.).
 AW1002
 AW1002.The modeled gravity was interpolated from observed gravity values.
 AW1002
 AW1002;                    North         East    Units  Estimated Accuracy
 AW1002;SPC TXSC     - 4,192,030.      968,500.      MT  (+/- 180 meters Scaled)
 AW1002
 AW1002                          SUPERSEDED SURVEY CONTROL
 AW1002
 AW1002  NGVD 29 (12/23/87)    7.929  (m)           26.01   (f) ADJUSTED    1 2
 AW1002
 AW1002.Superseded values are not recommended for survey control.
 AW1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1002.See file dsdata.txt to determine how the superseded data were derived.
 AW1002
 AW1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN869667(NAD 83)
 AW1002_MARKER: DB = BENCH MARK DISK
 AW1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1002_SP_SET: CONCRETE POST
 AW1002_STAMPING: E 459 1951
 AW1002_MARK LOGO: CGS   
 AW1002_PROJECTION: PROJECTING 5 CENTIMETERS
 AW1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1002+STABILITY: SURFACE MOTION
 AW1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1002+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 AW1002
 AW1002  HISTORY     - Date     Condition        Report By
 AW1002  HISTORY     - 1951     MONUMENTED       CGS
 AW1002  HISTORY     - 1973     GOOD             NGS
 AW1002  HISTORY     - 1978     GOOD             NGS
 AW1002  HISTORY     - 1987     GOOD             USPSQD
 AW1002  HISTORY     - 1987     GOOD             NGS
 AW1002  HISTORY     - 19940326 GOOD             USPSQD
 AW1002  HISTORY     - 20040124 GOOD             USPSQD
 AW1002
 AW1002                          STATION DESCRIPTION
 AW1002
 AW1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1002'6.05 MI NE FROM ALVIN.
 AW1002'5.20 MILES NORTHEAST ALONG FARM ROAD 528 FROM THE JUNCTION OF STATE
 AW1002'HIGHWAY 35 (BUSINESS ROUTE) AT ALVIN, THENCE 0.1 MILE NORTHEAST ALONG
 AW1002'A BLACK TOP ROAD, THENCE 0.4 MILE NORTHWEST ALONG A BLACK TOP ROAD,
 AW1002'THENCE 0.30 MILE NORTHEAST ALONG A SHELL ROAD (BRIARMEADOW AVENUE),
 AW1002'SOUTHWEST OF THE JUNCTION OF BRIARMEADOW AVENUE AND SUNSET DRIVE, 46.0
 AW1002'FEET NORTHWEST OF THE CENTER LINE OF THE AVENUE, 185.0 FEET SOUTHWEST
 AW1002'OF THE CENTER LINE OF THE DRIVE, 143.0 FEET SOUTHWEST OF A POWER POLE
 AW1002'WITH GUY-WIRE, 77.0 FEET NORTHWEST AND ACROSS THE AVENUE FROM A SPLIT
 AW1002'RAIL FENCE, 34.5 FEET SOUTHWEST OF A FENCE CORNER, 1.6 FEET NORTH OF A
 AW1002'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 AW1002'ABOVE THE GROUND, AND ABOUT LEVEL WITH THE AVENUE.
 AW1002
 AW1002                          STATION RECOVERY (1978)
 AW1002
 AW1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1002'RECOVERED IN GOOD CONDITION.
 AW1002
 AW1002                          STATION RECOVERY (1987)
 AW1002
 AW1002'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1002'RECOVERED IN GOOD CONDITION.
 AW1002
 AW1002                          STATION RECOVERY (1987)
 AW1002
 AW1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1002'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 AW1002'MI) SOUTHWEST ALONG FARM ROAD 528 FROM THE INTERSECTION OF FARM ROAD
 AW1002'518 IN FRIENDSWOOD, THENCE 0.9 KM (0.55 MI) NORTHWEST ALONG SUNSET
 AW1002'DRIVE, THENCE 0.08 KM (0.05 MI) SOUTHWEST ALONG BRIARMEADOW AVENUE TO
 AW1002'THE MARK ON THE RIGHT, JUST BEFORE A ONE-STORY BRICK AND FRAME HOUSE
 AW1002'ON THE OUTSIDE OF A PASTURE FENCE, 14.02 METERS (46.0 FT) NORTHWEST OF
 AW1002'THE CENTER OF THE AVENUE, 4.02 METERS (13.2 FT) NORTH-NORTHWEST OF
 AW1002'UTILITY POLE NO. F1217 50 A, 0.52 METER (1.7 FT) SOUTHEAST OF A BARBED
 AW1002'WIRE FENCE.
 AW1002'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 AW1002'THE MARK IS ABOVE LEVEL WITH AVENUE.
 AW1002
 AW1002                          STATION RECOVERY (1994)
 AW1002
 AW1002'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1002'RECOVERED IN GOOD CONDITION.
 AW1002
 AW1002                          STATION RECOVERY (2004)
 AW1002
 AW1002'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1514 ***********************************************************************
 AN1514  DESIGNATION -  E 46
 AN1514  PID         -  AN1514
 AN1514  STATE/COUNTY-  TX/SAN PATRICIO
 AN1514  USGS QUAD   -  SINTON WEST (1979)
 AN1514
 AN1514                         *CURRENT SURVEY CONTROL
 AN1514  ___________________________________________________________________
 AN1514* NAD 83(1986)-  28 02 13.     (N)    097 30 37.     (W)     SCALED    
 AN1514* NAVD 88     -        16.406  (meters)      53.83   (feet)  ADJUSTED  
 AN1514  ___________________________________________________________________
 AN1514  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1514  DYNAMIC HT  -          16.382 (meters)      53.75  (feet)  COMP
 AN1514  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 AN1514
 AN1514  VERT ORDER  -  FIRST     CLASS I
 AN1514
 AN1514.The horizontal coordinates were scaled from a topographic map and have
 AN1514.an estimated accuracy of +/- 6 seconds.
 AN1514
 AN1514.The orthometric height was determined by differential leveling
 AN1514.and adjusted by the National Geodetic Survey in June 1991..
 AN1514.WARNING-Repeat measurements at this control monument indicate possible
 AN1514.vertical movement.
 AN1514
 AN1514.The geoid height was determined by GEOID03.
 AN1514
 AN1514.The dynamic height is computed by dividing the NAVD 88
 AN1514.geopotential number by the normal gravity value computed on the
 AN1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1514.degrees latitude (g = 980.6199 gals.).
 AN1514
 AN1514.The modeled gravity was interpolated from observed gravity values.
 AN1514
 AN1514;                    North         East    Units  Estimated Accuracy
 AN1514;SPC TX S     - 5,263,000.      397,320.      MT  (+/- 180 meters Scaled)
 AN1514
 AN1514                          SUPERSEDED SURVEY CONTROL
 AN1514
 AN1514  NGVD 29 (??/??/92)   16.585  (m)           54.41   (f) ADJ UNCH    1 1
 AN1514
 AN1514.Superseded values are not recommended for survey control.
 AN1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1514.See file dsdata.txt to determine how the superseded data were derived.
 AN1514
 AN1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS464021(NAD 83)
 AN1514_MARKER: DB = BENCH MARK DISK
 AN1514_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AN1514_SP_SET: BUILDING
 AN1514_STAMPING: E 46 1917 ELEV. 54.537 FT.
 AN1514_MARK LOGO: CGS   
 AN1514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1514+STABILITY: SURFACE MOTION
 AN1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1514+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AN1514
 AN1514  HISTORY     - Date     Condition        Report By
 AN1514  HISTORY     - 1917     MONUMENTED       CGS
 AN1514  HISTORY     - 1942     GOOD             NGS
 AN1514  HISTORY     - 1978     GOOD             NGS
 AN1514  HISTORY     - 1981     GOOD             NGS
 AN1514  HISTORY     - 1987     GOOD             USPSQD
 AN1514  HISTORY     - 1987     GOOD             NGS
 AN1514  HISTORY     - 19950610 GOOD             USPSQD
 AN1514  HISTORY     - 19970203 GOOD             NGS
 AN1514
 AN1514                          STATION DESCRIPTION
 AN1514
 AN1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1514'IN SINTON.
 AN1514'BENCH MARK IS SET VERTICALLY IN THE NORTH FACE AND AT THE NORTHEAST
 AN1514'CORNER OF A BRICK BUILDING, OCCUPIED NOW 1942 BY THE MOODY DRUG STORE.
 AN1514'IT IS ABOUT 200.0 FEET EAST OF THE COMMERCIAL STATE BANK AND 54.0
 AN1514'FEET SOUTH OF AND ABOUT 4.0 FEET ABOVE THE CENTERLINE OF AN EAST AND
 AN1514'WEST STREET, STATE HIGHWAY NO.181.  JUST WEST OF AN UPSTAIRS DOORWAY.
 AN1514'A DISK SET IN DRILL HOLE.
 AN1514
 AN1514                          STATION RECOVERY (1978)
 AN1514
 AN1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1514'RECOVERED IN GOOD CONDITION.
 AN1514
 AN1514                          STATION RECOVERY (1981)
 AN1514
 AN1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1514'IN SINTON, AT THE INTERSECTION OF EAST SINTON STREET AND RACHAL
 AN1514'AVENUE, SET VERTICALLY IN THE NORTHEAST CORNER OF A BRICK BUILDING AT
 AN1514'102 EAST SINTON STREET, 4.2 METERS (14.0 FT) SOUTH OF THE SOUTH CURB
 AN1514'OF THE STREET, 17.3 METERS (57.0 FT) EAST OF THE EAST CURB OF THE
 AN1514'AVENUE.
 AN1514'THE MARK IS 1.3 M ABOVE THE SIDEWALK.
 AN1514
 AN1514                          STATION RECOVERY (1987)
 AN1514
 AN1514'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1514'RECOVERED IN GOOD CONDITION.
 AN1514
 AN1514                          STATION RECOVERY (1987)
 AN1514
 AN1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN1514'RECOVERED IN GOOD CONDITION.
 AN1514
 AN1514                          STATION RECOVERY (1995)
 AN1514
 AN1514'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1514'RECOVERED IN GOOD CONDITION.
 AN1514
 AN1514                          STATION RECOVERY (1997)
 AN1514
 AN1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1514'IN SINTON, SET VERTICALLY IN THE NORTH FACE OF A BUILDING AT 102 EAST
 AN1514'SINTON STREET, 17.3 M (56.8 FT) EAST OF THE EAST CURB OF RACHEL
 AN1514'AVENUE, 4.2 M (13.8 FT) SOUTH OF THE SOUTH CURB OF THE STREET, 1.3 M
 AN1514'(4.3 FT) ABOVE THE GROUND SURFACE, AND 1.0 M (3.3 FT) WEST OF THE
 AN1514'CENTER OF AN ENTRANCE TO THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0672 ***********************************************************************
 AW0672  DESIGNATION -  E 460
 AW0672  PID         -  AW0672
 AW0672  STATE/COUNTY-  TX/GALVESTON
 AW0672  USGS QUAD   -  SEA ISLE (1974)
 AW0672
 AW0672                         *CURRENT SURVEY CONTROL
 AW0672  ___________________________________________________________________
 AW0672* NAD 83(1986)-  29 09 46.     (N)    095 00 14.     (W)     SCALED    
 AW0672* NAVD 88     -         2.12   (+/-2cm)       7.0    (feet)  VERTCON   
 AW0672  ___________________________________________________________________
 AW0672  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW0672
 AW0672  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0672
 AW0672.The horizontal coordinates were scaled from a topographic map and have
 AW0672.an estimated accuracy of +/- 6 seconds.
 AW0672
 AW0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0672.The vertical order pertains to the NGVD 29 superseded value.
 AW0672
 AW0672.The geoid height was determined by GEOID03.
 AW0672
 AW0672;                    North         East    Units  Estimated Accuracy
 AW0672;SPC TXSC     - 4,153,980.      988,640.      MT  (+/- 180 meters Scaled)
 AW0672
 AW0672                          SUPERSEDED SURVEY CONTROL
 AW0672
 AW0672  NGVD 29 (??/??/92)    2.118  (m)            6.95   (f) ADJ UNCH    1 2
 AW0672
 AW0672.Superseded values are not recommended for survey control.
 AW0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0672.See file dsdata.txt to determine how the superseded data were derived.
 AW0672
 AW0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN051276(NAD 83)
 AW0672_MARKER: DB = BENCH MARK DISK
 AW0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0672_STAMPING: E 460 1951
 AW0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0672+STABILITY: SURFACE MOTION
 AW0672
 AW0672  HISTORY     - Date     Condition        Report By
 AW0672  HISTORY     - 1951     MONUMENTED       CGS
 AW0672  HISTORY     - 1958     GOOD             NGS
 AW0672  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0672  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0672  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 AW0672  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW0672
 AW0672                          STATION DESCRIPTION
 AW0672
 AW0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0672'15.85 MI SW FROM GALVESTON.
 AW0672'3.7 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE BUCCANEER HOTEL
 AW0672'AT GALVESTON, THENCE ABOUT 7.9 MILES SOUTHWEST ALONG THE BEACH TO THE
 AW0672'END OF STEWART ROAD, THENCE ABOUT 0.2 MILE NORTHWEST ALONG STEWART
 AW0672'ROAD, THENCE ABOUT 4.05 MILES SOUTHWEST ALONG THE TERMINI SAN LUIS
 AW0672'PASS ROAD, 240 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 286
 AW0672'FEET SOUTH OF THE SOUTHWEST END OF A CONCRETE HEAD WALL, ABOUT 0.25
 AW0672'MILE NORTHEAST OF A BEACH HOUSE, ABOUT 0.2 MILE NORTHEAST OF A STEEL
 AW0672'WINDMILL TOWER, 184 1/2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 AW0672'ABOUT 170 FEET NORTHWEST OF THE HIGH WATER LINE, 1 FOOT NORTHWEST OF A
 AW0672'METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 AW0672'INCHES.
 AW0672
 AW0672                          STATION RECOVERY (1964)
 AW0672
 AW0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0672'MARK NOT FOUND.
 AW0672
 AW0672                          STATION RECOVERY (1978)
 AW0672
 AW0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0672'NOT RECOVERED.
 AW0672
 AW0672                          STATION RECOVERY (1994)
 AW0672
 AW0672'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0672'MARK NOT FOUND.
 AW0672
 AW0672                          STATION RECOVERY (2004)
 AW0672
 AW0672'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1418 ***********************************************************************
 AY1418  DESIGNATION -  E 461
 AY1418  PID         -  AY1418
 AY1418  STATE/COUNTY-  TX/REAL
 AY1418  USGS QUAD   -  CROWN MOUNTAIN (1971)
 AY1418
 AY1418                         *CURRENT SURVEY CONTROL
 AY1418  ___________________________________________________________________
 AY1418* NAD 83(1986)-  29 41 02.     (N)    099 59 25.     (W)     SCALED    
 AY1418* NAVD 88     -       475.705  (meters)    1560.71   (feet)  ADJUSTED  
 AY1418  ___________________________________________________________________
 AY1418  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 AY1418  DYNAMIC HT  -         475.000 (meters)    1558.40  (feet)  COMP
 AY1418  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 AY1418
 AY1418  VERT ORDER  -  SECOND    CLASS 0
 AY1418
 AY1418.The horizontal coordinates were scaled from a topographic map and have
 AY1418.an estimated accuracy of +/- 6 seconds.
 AY1418
 AY1418.The orthometric height was determined by differential leveling
 AY1418.and adjusted by the National Geodetic Survey in June 1991..
 AY1418
 AY1418.The geoid height was determined by GEOID03.
 AY1418
 AY1418.The dynamic height is computed by dividing the NAVD 88
 AY1418.geopotential number by the normal gravity value computed on the
 AY1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1418.degrees latitude (g = 980.6199 gals.).
 AY1418
 AY1418.The modeled gravity was interpolated from observed gravity values.
 AY1418
 AY1418;                    North         East    Units  Estimated Accuracy
 AY1418;SPC TXSC     - 4,205,500.      504,160.      MT  (+/- 180 meters Scaled)
 AY1418
 AY1418                          SUPERSEDED SURVEY CONTROL
 AY1418
 AY1418  NGVD 29 (??/??/92)  475.608  (m)         1560.39   (f) ADJ UNCH    2 0
 AY1418
 AY1418.Superseded values are not recommended for survey control.
 AY1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1418.See file dsdata.txt to determine how the superseded data were derived.
 AY1418
 AY1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT041841(NAD 83)
 AY1418_MARKER: DB = BENCH MARK DISK
 AY1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1418_STAMPING: E 461 1953
 AY1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1418+STABILITY: SURFACE MOTION
 AY1418
 AY1418  HISTORY     - Date     Condition        Report By
 AY1418  HISTORY     - 1953     MONUMENTED       CGS
 AY1418  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1418  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1418
 AY1418                          STATION DESCRIPTION
 AY1418
 AY1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1418'1.75 MI NE FROM CAMP WOOD.
 AY1418'0.1 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP WOOD,
 AY1418'THENCE 1.65 MILES NORTHEAST ALONG RANCH ROAD 337, 48 FEET SOUTHEAST OF
 AY1418'THE CENTER LINE OF THE RANCH ROAD, 2 FEET NORTHWEST OF A FENCE, 2 FEET
 AY1418'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1418'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1418
 AY1418                          STATION RECOVERY (2001)
 AY1418
 AY1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1418'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1418
 AY1418                          STATION RECOVERY (2001)
 AY1418
 AY1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1418'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1407 ***********************************************************************
 AY1407  DESIGNATION -  E 462
 AY1407  PID         -  AY1407
 AY1407  STATE/COUNTY-  TX/REAL
 AY1407  USGS QUAD   -  JO JAN VAN CAMP (1971)
 AY1407
 AY1407                         *CURRENT SURVEY CONTROL
 AY1407  ___________________________________________________________________
 AY1407* NAD 83(1986)-  29 46 14.     (N)    099 52 48.     (W)     SCALED    
 AY1407* NAVD 88     -       696.307  (meters)    2284.47   (feet)  ADJUSTED  
 AY1407  ___________________________________________________________________
 AY1407  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 AY1407  DYNAMIC HT  -         695.262 (meters)    2281.04  (feet)  COMP
 AY1407  MODELED GRAV-     979,119.7   (mgal)                       NAVD 88
 AY1407
 AY1407  VERT ORDER  -  SECOND    CLASS 0
 AY1407
 AY1407.The horizontal coordinates were scaled from a topographic map and have
 AY1407.an estimated accuracy of +/- 6 seconds.
 AY1407
 AY1407.The orthometric height was determined by differential leveling
 AY1407.and adjusted by the National Geodetic Survey in June 1991..
 AY1407
 AY1407.The geoid height was determined by GEOID03.
 AY1407
 AY1407.The dynamic height is computed by dividing the NAVD 88
 AY1407.geopotential number by the normal gravity value computed on the
 AY1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1407.degrees latitude (g = 980.6199 gals.).
 AY1407
 AY1407.The modeled gravity was interpolated from observed gravity values.
 AY1407
 AY1407;                    North         East    Units  Estimated Accuracy
 AY1407;SPC TXSC     - 4,215,020.      514,910.      MT  (+/- 180 meters Scaled)
 AY1407
 AY1407                          SUPERSEDED SURVEY CONTROL
 AY1407
 AY1407  NGVD 29 (??/??/92)  696.196  (m)         2284.10   (f) ADJ UNCH    2 0
 AY1407
 AY1407.Superseded values are not recommended for survey control.
 AY1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1407.See file dsdata.txt to determine how the superseded data were derived.
 AY1407
 AY1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT149936(NAD 83)
 AY1407_MARKER: DB = BENCH MARK DISK
 AY1407_SETTING: 66 = SET IN ROCK OUTCROP
 AY1407_SP_SET: LIMESTONE OUTCROP
 AY1407_STAMPING: E 462 1953
 AY1407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1407+STABILITY: POSITION/ELEVATION WELL
 AY1407
 AY1407  HISTORY     - Date     Condition        Report By
 AY1407  HISTORY     - 1953     MONUMENTED       CGS
 AY1407  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1407  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1407  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1407
 AY1407                          STATION DESCRIPTION
 AY1407
 AY1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1407'9.45 MI W FROM LEAKEY.
 AY1407'0.1 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT LEAKEY,
 AY1407'THENCE 9.35 MILES WEST ALONG RANCH ROAD337, 0.3 MILE EAST OF A ROCK
 AY1407'FARMHOUSE, 55 FEET SOUTHEAST OF THE SOUTH END OF A PIPE CULVERT, 50.5
 AY1407'FEET SOUTH OF THE CENTER LINE OF THE RANCH ROAD, 1.4 FEET NORTH OF A
 AY1407'FENCE, 0.1 FOOT ABOVE THE GROUND, SET IN THE TOP OF A FLAT LIMESTONE
 AY1407'OUTCROP.  1.05 MILES EAST OF BENCH MARK C 462.
 AY1407
 AY1407                          STATION RECOVERY (2001)
 AY1407
 AY1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1407
 AY1407                          STATION RECOVERY (2001)
 AY1407
 AY1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1407
 AY1407                          STATION RECOVERY (2001)
 AY1407
 AY1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1407'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1153 ***********************************************************************
 AY1153  DESIGNATION -  E 463
 AY1153  PID         -  AY1153
 AY1153  STATE/COUNTY-  TX/BANDERA
 AY1153  USGS QUAD   -  BANDERA (1982)
 AY1153
 AY1153                         *CURRENT SURVEY CONTROL
 AY1153  ___________________________________________________________________
 AY1153* NAD 83(1986)-  29 42 42.     (N)    099 02 38.     (W)     SCALED    
 AY1153* NAVD 88     -       384.649  (meters)    1261.97   (feet)  ADJUSTED  
 AY1153  ___________________________________________________________________
 AY1153  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AY1153  DYNAMIC HT  -         384.092 (meters)    1260.14  (feet)  COMP
 AY1153  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AY1153
 AY1153  VERT ORDER  -  SECOND    CLASS 0
 AY1153
 AY1153.The horizontal coordinates were scaled from a topographic map and have
 AY1153.an estimated accuracy of +/- 6 seconds.
 AY1153
 AY1153.The orthometric height was determined by differential leveling
 AY1153.and adjusted by the National Geodetic Survey in June 1991..
 AY1153
 AY1153.The geoid height was determined by GEOID03.
 AY1153
 AY1153.The dynamic height is computed by dividing the NAVD 88
 AY1153.geopotential number by the normal gravity value computed on the
 AY1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1153.degrees latitude (g = 980.6199 gals.).
 AY1153
 AY1153.The modeled gravity was interpolated from observed gravity values.
 AY1153
 AY1153;                    North         East    Units  Estimated Accuracy
 AY1153;SPC TXSC     - 4,208,170.      595,750.      MT  (+/- 180 meters Scaled)
 AY1153
 AY1153                          SUPERSEDED SURVEY CONTROL
 AY1153
 AY1153  NGVD 29 (??/??/92)  384.537  (m)         1261.60   (f) ADJ UNCH    2 0
 AY1153
 AY1153.Superseded values are not recommended for survey control.
 AY1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1153.See file dsdata.txt to determine how the superseded data were derived.
 AY1153
 AY1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT957868(NAD 83)
 AY1153_MARKER: DB = BENCH MARK DISK
 AY1153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1153_SP_SET: FOUNDATION
 AY1153_STAMPING: E 463 1953
 AY1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1153
 AY1153  HISTORY     - Date     Condition        Report By
 AY1153  HISTORY     - 1953     MONUMENTED       CGS
 AY1153  HISTORY     - 19931117 GOOD             USPSQD
 AY1153
 AY1153                          STATION DESCRIPTION
 AY1153
 AY1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1153'2.05 MI SE FROM BANDERA.
 AY1153'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1153'BANDERA, THENCE 0.2 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.2
 AY1153'MILE NORTHEAST ALONG A DIRT ROAD, THENCE 1.45 MILES SOUTHEAST ALONG A
 AY1153'GRAVELED ROAD, AT THE SOUTHEAST HANGAR AT THE FLYING L RANCH AIRPORT,
 AY1153'SET IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE ENTRANCE TO THE
 AY1153'HANGAR, IN THE CONCRETE FOUNDATION OF THE SLIDING DOOR AT THE
 AY1153'ENTRANCE.
 AY1153
 AY1153                          STATION RECOVERY (1993)
 AY1153
 AY1153'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0578 ***********************************************************************
 BN0578  DESIGNATION -  E 464 RESET 1962
 BN0578  PID         -  BN0578
 BN0578  STATE/COUNTY-  TX/GILLESPIE
 BN0578  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 BN0578
 BN0578                         *CURRENT SURVEY CONTROL
 BN0578  ___________________________________________________________________
 BN0578* NAD 83(1986)-  30 16 05.     (N)    098 51 43.     (W)     SCALED    
 BN0578* NAVD 88     -       504.93   (+/-2cm)    1656.6    (feet)  VERTCON   
 BN0578  ___________________________________________________________________
 BN0578  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BN0578
 BN0578  VERT ORDER  -  THIRD (See Below)
 BN0578
 BN0578.The horizontal coordinates were scaled from a topographic map and have
 BN0578.an estimated accuracy of +/- 6 seconds.
 BN0578
 BN0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0578.The vertical order pertains to the NGVD 29 superseded value.
 BN0578
 BN0578.The geoid height was determined by GEOID03.
 BN0578
 BN0578;                    North         East    Units  Estimated Accuracy
 BN0578;SPC TX C     - 3,067,610.      841,580.      MT  (+/- 180 meters Scaled)
 BN0578
 BN0578                          SUPERSEDED SURVEY CONTROL
 BN0578
 BN0578  NGVD 29 (01/29/03)  504.87   (m)         1656.4    (f) RESET       3  
 BN0578
 BN0578.Superseded values are not recommended for survey control.
 BN0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0578.See file dsdata.txt to determine how the superseded data were derived.
 BN0578
 BN0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU132484(NAD 83)
 BN0578_MARKER: DB = BENCH MARK DISK
 BN0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0578_STAMPING: E 464 RESET 1962
 BN0578_MARK LOGO: CGS   
 BN0578_PROJECTION: FLUSH
 BN0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0578+STABILITY: SURFACE MOTION
 BN0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0578+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 BN0578
 BN0578  HISTORY     - Date     Condition        Report By
 BN0578  HISTORY     - 1962     MONUMENTED       CGS
 BN0578  HISTORY     - 1982     GOOD             NGS
 BN0578  HISTORY     - 19930713 GOOD             USPSQD
 BN0578  HISTORY     - 20030616 GOOD             GEOCAC
 BN0578
 BN0578                          STATION DESCRIPTION
 BN0578
 BN0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BN0578'0.85 MI SE FROM FREDERICKSBURG.
 BN0578'0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BN0578'FREDERICKSBURG, 43 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIWAY
 BN0578'290, 20 FEET SOUTHWEST OF THE SOUTH CORNER OF HOUSE, 20 FEET NORTHWEST
 BN0578'OF THE CENTER OF DRIVEWAY, AT THE NORTHEAST CORNER OF BRIDGE OVER
 BN0578'BARONS CREEK, 1 FOOT NORTHEAST OF A METAL WITNESS POST, ON PROPERTY
 BN0578'OWNED BY MR. HERMAN A. LINDIG. A STANDARD DISK STAMPED E 464 RESET
 BN0578'1962, SET IN A 12 BY 12 INCH CONCRETE POST WHICH PROJECTS 2 INCHES
 BN0578
 BN0578                          STATION RECOVERY (1982)
 BN0578
 BN0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0578'1.3 KM (0.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE
 BN0578'IN FREDERICKSBURG, AT THE SOUTHEAST END OF THE BRIDGE OVER BARONS
 BN0578'CREEK AT THE DANNYS FRIED CHICKEN RESTAURANT, 13.1 METERS (43.0 FT)
 BN0578'NORTHEAST OF THE CENTERLINE OF HIGHWAY 290, 3.6 METERS (12.0 FT) NORTH
 BN0578'NORTHEAST OF THE NORTH NORTHEAST CORNER OF THE SOUTHEAST CONCRETE
 BN0578'BRIDGE ABUTMENT, 1.7 METERS (6.5 FT) SOUTH SOUTHEAST OF A PALM TREE,
 BN0578'9.2 METERS (30.5 FT) EAST SOUTHEAST OF A LIGHT POLE, 8.2 METERS
 BN0578'(27.0 FT) WEST NORTHWEST OF CENTER OF THE DRIVEWAY LEADING TO THE
 BN0578'RESTAURANT, 1.6 METERS (5.5 FT) WEST NORTHWEST OF THE DANNYS
 BN0578'RESTAURANT SIGN POST, 2.4 METERS (8.0 FT) SOUTHWEST OF THE CENTER OF A
 BN0578'WATER METER COVER.
 BN0578'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BN0578'THE MARK IS 0.6 M ABOVE HIGHWAY.
 BN0578
 BN0578                          STATION RECOVERY (1993)
 BN0578
 BN0578'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0578'RECOVERED IN GOOD CONDITION.
 BN0578
 BN0578                          STATION RECOVERY (2003)
 BN0578
 BN0578'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0578'RECOVERED IN GOOD CONDITION AT N 30 16.066 W 98 51.702 USING A
 BN0578'CONSUMER GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0881 ***********************************************************************
 AH0881  DESIGNATION -  E 465
 AH0881  PID         -  AH0881
 AH0881  STATE/COUNTY-  TX/KLEBERG
 AH0881  USGS QUAD   -  CONCORDIA (1975)
 AH0881
 AH0881                         *CURRENT SURVEY CONTROL
 AH0881  ___________________________________________________________________
 AH0881* NAD 83(1986)-  27 33 32.     (N)    097 40 06.     (W)     SCALED    
 AH0881* NAVD 88     -        11.625  (meters)      38.14   (feet)  ADJUSTED  
 AH0881  ___________________________________________________________________
 AH0881  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AH0881  DYNAMIC HT  -          11.607 (meters)      38.08  (feet)  COMP
 AH0881  MODELED GRAV-     979,109.1   (mgal)                       NAVD 88
 AH0881
 AH0881  VERT ORDER  -  SECOND    CLASS 0
 AH0881
 AH0881.The horizontal coordinates were scaled from a topographic map and have
 AH0881.an estimated accuracy of +/- 6 seconds.
 AH0881
 AH0881.The orthometric height was determined by differential leveling
 AH0881.and adjusted by the National Geodetic Survey in June 1991..
 AH0881
 AH0881.The geoid height was determined by GEOID03.
 AH0881
 AH0881.The dynamic height is computed by dividing the NAVD 88
 AH0881.geopotential number by the normal gravity value computed on the
 AH0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0881.degrees latitude (g = 980.6199 gals.).
 AH0881
 AH0881.The modeled gravity was interpolated from observed gravity values.
 AH0881
 AH0881;                    North         East    Units  Estimated Accuracy
 AH0881;SPC TX S     - 5,209,920.      382,130.      MT  (+/- 180 meters Scaled)
 AH0881
 AH0881                          SUPERSEDED SURVEY CONTROL
 AH0881
 AH0881  NGVD 29 (??/??/92)   11.746  (m)           38.54   (f) ADJ UNCH    2 0
 AH0881
 AH0881.Superseded values are not recommended for survey control.
 AH0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0881.See file dsdata.txt to determine how the superseded data were derived.
 AH0881
 AH0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR314490(NAD 83)
 AH0881_MARKER: DB = BENCH MARK DISK
 AH0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0881_STAMPING: E 465 1951
 AH0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0881+STABILITY: SURFACE MOTION
 AH0881
 AH0881  HISTORY     - Date     Condition        Report By
 AH0881  HISTORY     - 1951     MONUMENTED       CGS
 AH0881
 AH0881                          STATION DESCRIPTION
 AH0881
 AH0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0881'14.4 MI E FROM KINGSVILLE.
 AH0881'12.4 MILES EAST ALONG THE LAURELES RANCH ROAD FROM THE HOSPITAL AT
 AH0881'KINGSVILLE, THENCE 2.0 MILES NORTH ALONG A FENCE, 42 FEET SOUTH OF THE
 AH0881'CENTER OF AN EAST AND WEST DRAINAGE DITCH, 97.5 FEET SOUTH OF AN EAST
 AH0881'AND WEST FENCE WHICH IS ALONG THE KLEBERG-NUECES COUNTY LINE, 4.9 FEET
 AH0881'EAST OF A NORTH AND SOUTH FENCE, 2.4 FEET WEST OF TELEPHONE POLE 32,
 AH0881'IN LINE WITH A ROW OF TELEPHONE POLES, 1.5 FEET NORTH OF A WITNESS
 AH0881'POST.  A STANDARD DISK, STAMPED E 465 1951 AND SET IN THE TOP OF A
 AH0881'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0648 ***********************************************************************
 AY0648  DESIGNATION -  E 466
 AY0648  PID         -  AY0648
 AY0648  STATE/COUNTY-  TX/BEXAR
 AY0648  USGS QUAD   -  TERRELL WELLS (1992)
 AY0648
 AY0648                         *CURRENT SURVEY CONTROL
 AY0648  ___________________________________________________________________
 AY0648* NAD 83(1986)-  29 21 08.     (N)    098 36 00.     (W)     SCALED    
 AY0648* NAVD 88     -       204.638  (meters)     671.38   (feet)  ADJUSTED  
 AY0648  ___________________________________________________________________
 AY0648  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AY0648  DYNAMIC HT  -         204.342 (meters)     670.41  (feet)  COMP
 AY0648  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 AY0648
 AY0648  VERT ORDER  -  FIRST     CLASS II
 AY0648
 AY0648.The horizontal coordinates were scaled from a topographic map and have
 AY0648.an estimated accuracy of +/- 6 seconds.
 AY0648
 AY0648.The orthometric height was determined by differential leveling
 AY0648.and adjusted by the National Geodetic Survey in June 1991..
 AY0648
 AY0648.The geoid height was determined by GEOID03.
 AY0648
 AY0648.The dynamic height is computed by dividing the NAVD 88
 AY0648.geopotential number by the normal gravity value computed on the
 AY0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0648.degrees latitude (g = 980.6199 gals.).
 AY0648
 AY0648.The modeled gravity was interpolated from observed gravity values.
 AY0648
 AY0648;                    North         East    Units  Estimated Accuracy
 AY0648;SPC TXSC     - 4,168,400.      638,840.      MT  (+/- 180 meters Scaled)
 AY0648
 AY0648                          SUPERSEDED SURVEY CONTROL
 AY0648
 AY0648  NGVD 29 (??/??/92)  204.536  (m)          671.05   (f) ADJ UNCH    1 2
 AY0648
 AY0648.Superseded values are not recommended for survey control.
 AY0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0648.See file dsdata.txt to determine how the superseded data were derived.
 AY0648
 AY0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT388470(NAD 83)
 AY0648_MARKER: DB = BENCH MARK DISK
 AY0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0648_STAMPING: E 466 1952
 AY0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0648+STABILITY: SURFACE MOTION
 AY0648
 AY0648  HISTORY     - Date     Condition        Report By
 AY0648  HISTORY     - 1952     MONUMENTED       CGS
 AY0648  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0648  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0648  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0648
 AY0648                          STATION DESCRIPTION
 AY0648
 AY0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0648'IN SAN ANTONIO.
 AY0648'AT SAN ANTONIO, 0.2 MILE SOUTHWEST ALONG PEARSALL ROAD FROM ITS
 AY0648'JUNCTION WITH DWYER ROAD, THENCE 0.35 MILE SOUTHEAST ALONG A WINDING
 AY0648'PRIVATE DIRT ROAD, 0.1 MILE SOUTHEAST OF A METAL BARN, 19 FEET
 AY0648'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A WITNESS
 AY0648'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AY0648'THE GROUND.
 AY0648
 AY0648                          STATION RECOVERY (1966)
 AY0648
 AY0648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0648'MARK NOT FOUND.
 AY0648
 AY0648                          STATION RECOVERY (1989)
 AY0648
 AY0648'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0648'MARK NOT FOUND.
 AY0648
 AY0648                          STATION RECOVERY (1999)
 AY0648
 AY0648'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0152 ***********************************************************************
 CC0152  DESIGNATION -  E 467
 CC0152  PID         -  CC0152
 CC0152  STATE/COUNTY-  TX/PECOS
 CC0152  USGS QUAD   -  GIRVIN (1972)
 CC0152
 CC0152                         *CURRENT SURVEY CONTROL
 CC0152  ___________________________________________________________________
 CC0152* NAD 83(1986)-  31 04 44.     (N)    102 28 08.     (W)     SCALED    
 CC0152* NAVD 88     -       714.210  (meters)    2343.20   (feet)  ADJUSTED  
 CC0152  ___________________________________________________________________
 CC0152  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CC0152  DYNAMIC HT  -         713.203 (meters)    2339.90  (feet)  COMP
 CC0152  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 CC0152
 CC0152  VERT ORDER  -  SECOND    CLASS 0
 CC0152
 CC0152.The horizontal coordinates were scaled from a topographic map and have
 CC0152.an estimated accuracy of +/- 6 seconds.
 CC0152
 CC0152.The orthometric height was determined by differential leveling
 CC0152.and adjusted by the National Geodetic Survey in June 1991..
 CC0152
 CC0152.The geoid height was determined by GEOID03.
 CC0152
 CC0152.The dynamic height is computed by dividing the NAVD 88
 CC0152.geopotential number by the normal gravity value computed on the
 CC0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0152.degrees latitude (g = 980.6199 gals.).
 CC0152
 CC0152.The modeled gravity was interpolated from observed gravity values.
 CC0152
 CC0152;                    North         East    Units  Estimated Accuracy
 CC0152;SPC TX C     - 3,158,510.      496,250.      MT  (+/- 180 meters Scaled)
 CC0152
 CC0152                          SUPERSEDED SURVEY CONTROL
 CC0152
 CC0152  NGVD 29 (??/??/92)  714.009  (m)         2342.54   (f) ADJ UNCH    2 0
 CC0152
 CC0152.Superseded values are not recommended for survey control.
 CC0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0152.See file dsdata.txt to determine how the superseded data were derived.
 CC0152
 CC0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ414410(NAD 83)
 CC0152_MARKER: DB = BENCH MARK DISK
 CC0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0152_STAMPING: E 467 1935 2342.545
 CC0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0152+STABILITY: SURFACE MOTION
 CC0152
 CC0152  HISTORY     - Date     Condition        Report By
 CC0152  HISTORY     - 1935     MONUMENTED       CGS
 CC0152  HISTORY     - 1958     GOOD             NGS
 CC0152
 CC0152                          STATION DESCRIPTION
 CC0152
 CC0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0152'15.35 MI SW FROM MCCAMEY.
 CC0152'ABOUT 15.35 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0152'FROM THE STATION AT MCCAMEY, 73 FEET WEST OF MILEPOST 854, 48 1/2 FEET
 CC0152'NORTH OF THE NORTH RAIL, ABOUT 0.55 MILE NORTHEAST OF A PRIVATE ROAD
 CC0152'CROSSING, 30 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 1 1/2 FEET
 CC0152'NORTH OF A WOVEN WIRE FENCE, ABOUT LEVEL WITH THE TRACK, AND IN THE
 CC0152'TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0224 ***********************************************************************
 BP0224  DESIGNATION -  E 468
 BP0224  PID         -  BP0224
 BP0224  STATE/COUNTY-  TX/PECOS
 BP0224  USGS QUAD   -  CHANCELLOR (1980)
 BP0224
 BP0224                         *CURRENT SURVEY CONTROL
 BP0224  ___________________________________________________________________
 BP0224* NAD 83(1986)-  30 42 07.     (N)    103 09 24.     (W)     SCALED    
 BP0224* NAVD 88     -      1036.984  (meters)    3402.17   (feet)  ADJUSTED  
 BP0224  ___________________________________________________________________
 BP0224  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BP0224  DYNAMIC HT  -        1035.371 (meters)    3396.88  (feet)  COMP
 BP0224  MODELED GRAV-     979,050.9   (mgal)                       NAVD 88
 BP0224
 BP0224  VERT ORDER  -  SECOND    CLASS 0
 BP0224
 BP0224.The horizontal coordinates were scaled from a topographic map and have
 BP0224.an estimated accuracy of +/- 6 seconds.
 BP0224
 BP0224.The orthometric height was determined by differential leveling
 BP0224.and adjusted by the National Geodetic Survey in June 1991..
 BP0224
 BP0224.The geoid height was determined by GEOID03.
 BP0224
 BP0224.The dynamic height is computed by dividing the NAVD 88
 BP0224.geopotential number by the normal gravity value computed on the
 BP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0224.degrees latitude (g = 980.6199 gals.).
 BP0224
 BP0224.The modeled gravity was interpolated from observed gravity values.
 BP0224
 BP0224;                    North         East    Units  Estimated Accuracy
 BP0224;SPC TX C     - 3,118,200.      429,580.      MT  (+/- 180 meters Scaled)
 BP0224
 BP0224                          SUPERSEDED SURVEY CONTROL
 BP0224
 BP0224  NGVD 29 (??/??/92) 1036.607  (m)         3400.93   (f) ADJ UNCH    2 0
 BP0224
 BP0224.Superseded values are not recommended for survey control.
 BP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0224.See file dsdata.txt to determine how the superseded data were derived.
 BP0224
 BP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP765980(NAD 83)
 BP0224_MARKER: DB = BENCH MARK DISK
 BP0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0224_STAMPING: E 468 1935 3400.935
 BP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0224+STABILITY: SURFACE MOTION
 BP0224
 BP0224  HISTORY     - Date     Condition        Report By
 BP0224  HISTORY     - 1935     MONUMENTED       CGS
 BP0224  HISTORY     - 1958     GOOD             NGS
 BP0224
 BP0224                          STATION DESCRIPTION
 BP0224
 BP0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0224'21.3 MI SW FROM FORT STOCKTON.
 BP0224'ABOUT 21.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0224'FROM THE STATION AT FORT STOCKTON, 7 1/2 FEET WEST OF MILEPOST 903, 49
 BP0224'FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 0.3 MILE SOUTHWEST OF A
 BP0224'STUCCO HOUSE OWNED BY JOHN S. OATES, 52 FEET SOUTHEAST OF THE CENTER
 BP0224'LINE OF A GRADED DIRT ROAD, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 BP0224'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 BP0224'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0493 ***********************************************************************
 BP0493  DESIGNATION -  E 470 RESET 1940
 BP0493  PID         -  BP0493
 BP0493  STATE/COUNTY-  TX/JEFF DAVIS
 BP0493  USGS QUAD   -  TOYAHVALE (1972)
 BP0493
 BP0493                         *CURRENT SURVEY CONTROL
 BP0493  ___________________________________________________________________
 BP0493* NAD 83(1986)-  30 53 43.     (N)    103 47 23.     (W)     SCALED    
 BP0493* NAVD 88     -      1094.223  (meters)    3589.96   (feet)  POSTED    
 BP0493  ___________________________________________________________________
 BP0493  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BP0493  DYNAMIC HT  -        1092.540 (meters)    3584.44  (feet)  COMP
 BP0493  MODELED GRAV-     979,064.1   (mgal)                       NAVD 88
 BP0493
 BP0493  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0493
 BP0493.The horizontal coordinates were scaled from a topographic map and have
 BP0493.an estimated accuracy of +/- 6 seconds.
 BP0493
 BP0493.The orthometric height was determined by differential leveling
 BP0493.and adjusted by the National Geodetic Survey in 1992..
 BP0493.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0493.rate of 2.1 thru 3.0 mm/km.
 BP0493
 BP0493.The geoid height was determined by GEOID03.
 BP0493
 BP0493.The dynamic height is computed by dividing the NAVD 88
 BP0493.geopotential number by the normal gravity value computed on the
 BP0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0493.degrees latitude (g = 980.6199 gals.).
 BP0493
 BP0493.The modeled gravity was interpolated from observed gravity values.
 BP0493
 BP0493;                    North         East    Units  Estimated Accuracy
 BP0493;SPC TX C     - 3,141,330.      369,630.      MT  (+/- 180 meters Scaled)
 BP0493
 BP0493                          SUPERSEDED SURVEY CONTROL
 BP0493
 BP0493  NGVD 29 (??/??/92) 1093.86   (m)         3588.8    (f) COMPUTED    2 0
 BP0493
 BP0493.Superseded values are not recommended for survey control.
 BP0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0493.See file dsdata.txt to determine how the superseded data were derived.
 BP0493
 BP0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ156186(NAD 83)
 BP0493_MARKER: DB = BENCH MARK DISK
 BP0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0493_SP_SET: CULVERT
 BP0493_STAMPING: E 470 RESET 1940
 BP0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0493
 BP0493  HISTORY     - Date     Condition        Report By
 BP0493  HISTORY     - 1940     MONUMENTED       TXHD
 BP0493  HISTORY     - 1958     GOOD             NGS
 BP0493  HISTORY     - 1989     GOOD             USPSQD
 BP0493  HISTORY     - 19961011 GOOD             USPSQD
 BP0493  HISTORY     - 20050726 MARK NOT FOUND   USPSQD
 BP0493
 BP0493                          STATION DESCRIPTION
 BP0493
 BP0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0493'3.6 MI S FROM TOYAHVALE.
 BP0493'ABOUT 3.6 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0493'TOYAHVALE, IN THE TOP AND CENTER OF THE EAST CONCRETE HEAD WALL OF A
 BP0493'6-CHANNEL CONCRETE CULVERT, 17 FEET EAST OF THE CENTER LINE OF THE
 BP0493'HIGHWAY, 0.6 MILE SOUTH OF THE JEFF DAVIS-REEVES COUNTY LINE, ABOUT 2
 BP0493'1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BP0493
 BP0493                          STATION RECOVERY (1989)
 BP0493
 BP0493'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0493'RECOVERED IN GOOD CONDITION.
 BP0493
 BP0493                          STATION RECOVERY (1996)
 BP0493
 BP0493'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0493'RECOVERED IN GOOD CONDITION.
 BP0493
 BP0493                          STATION RECOVERY (2005)
 BP0493
 BP0493'RECOVERY NOTE BY US POWER SQUADRON 2005 (BEL)
 BP0493'ROAD BEING WIDENED.  NEW CULVERT BEING INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0198 ***********************************************************************
 DP0198  DESIGNATION -  E 472
 DP0198  PID         -  DP0198
 DP0198  STATE/COUNTY-  TX/DICKENS
 DP0198  USGS QUAD   -  CROTON CAMP (1981)
 DP0198
 DP0198                         *CURRENT SURVEY CONTROL
 DP0198  ___________________________________________________________________
 DP0198* NAD 83(1986)-  33 36 58.     (N)    100 42 28.     (W)     SCALED    
 DP0198* NAVD 88     -       654.827  (meters)    2148.38   (feet)  ADJUSTED  
 DP0198  ___________________________________________________________________
 DP0198  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DP0198  DYNAMIC HT  -         654.041 (meters)    2145.80  (feet)  COMP
 DP0198  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 DP0198
 DP0198  VERT ORDER  -  SECOND    CLASS 0
 DP0198
 DP0198.The horizontal coordinates were scaled from a topographic map and have
 DP0198.an estimated accuracy of +/- 6 seconds.
 DP0198
 DP0198.The orthometric height was determined by differential leveling
 DP0198.and adjusted by the National Geodetic Survey in June 1991..
 DP0198
 DP0198.The geoid height was determined by GEOID03.
 DP0198
 DP0198.The dynamic height is computed by dividing the NAVD 88
 DP0198.geopotential number by the normal gravity value computed on the
 DP0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0198.degrees latitude (g = 980.6199 gals.).
 DP0198
 DP0198.The modeled gravity was interpolated from observed gravity values.
 DP0198
 DP0198;                    North         East    Units  Estimated Accuracy
 DP0198;SPC TXNC     - 2,218,330.      395,150.      MT  (+/- 180 meters Scaled)
 DP0198
 DP0198                          SUPERSEDED SURVEY CONTROL
 DP0198
 DP0198  NGVD 29 (??/??/92)  654.588  (m)         2147.59   (f) ADJ UNCH    2 0
 DP0198
 DP0198.Superseded values are not recommended for survey control.
 DP0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0198.See file dsdata.txt to determine how the superseded data were derived.
 DP0198
 DP0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC415209(NAD 83)
 DP0198_MARKER: DB = BENCH MARK DISK
 DP0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0198_SP_SET: BRIDGE
 DP0198_STAMPING: E-472 1935
 DP0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0198
 DP0198  HISTORY     - Date     Condition        Report By
 DP0198  HISTORY     - 1935     MONUMENTED       CGS
 DP0198  HISTORY     - 1968     GOOD             USGS
 DP0198
 DP0198                          STATION DESCRIPTION
 DP0198
 DP0198'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0198'6.7 MI E FROM DICKENS.
 DP0198'FROM THE COURT HOUSE IN DICKENS, 6.7 MILES EAST ALONG US HIGHWAY 82 TO
 DP0198'LITTLE CROTON CREEK BRIDGE THENCE .05 MILES EAST TO GATE AND OLD ROAD
 DP0198'SCAR.  THENCE 30 FEET SOUTH-WEST ALONG OLD ROAD, THENCE 30 FEET
 DP0198'SOUTHEAST TO BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0122 ***********************************************************************
 DP0122  DESIGNATION -  E 475
 DP0122  PID         -  DP0122
 DP0122  STATE/COUNTY-  TX/KENT
 DP0122  USGS QUAD   -  JAYTON SOUTH (1969)
 DP0122
 DP0122                         *CURRENT SURVEY CONTROL
 DP0122  ___________________________________________________________________
 DP0122* NAD 83(1986)-  33 14 50.     (N)    100 34 10.     (W)     SCALED    
 DP0122* NAVD 88     -       612.513  (meters)    2009.55   (feet)  ADJUSTED  
 DP0122  ___________________________________________________________________
 DP0122  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DP0122  DYNAMIC HT  -         611.765 (meters)    2007.10  (feet)  COMP
 DP0122  MODELED GRAV-     979,395.7   (mgal)                       NAVD 88
 DP0122
 DP0122  VERT ORDER  -  SECOND    CLASS 0
 DP0122
 DP0122.The horizontal coordinates were scaled from a topographic map and have
 DP0122.an estimated accuracy of +/- 6 seconds.
 DP0122
 DP0122.The orthometric height was determined by differential leveling
 DP0122.and adjusted by the National Geodetic Survey in June 1991..
 DP0122
 DP0122.The geoid height was determined by GEOID03.
 DP0122
 DP0122.The dynamic height is computed by dividing the NAVD 88
 DP0122.geopotential number by the normal gravity value computed on the
 DP0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0122.degrees latitude (g = 980.6199 gals.).
 DP0122
 DP0122.The modeled gravity was interpolated from observed gravity values.
 DP0122
 DP0122;                    North         East    Units  Estimated Accuracy
 DP0122;SPC TXNC     - 2,177,170.      407,180.      MT  (+/- 180 meters Scaled)
 DP0122
 DP0122                          SUPERSEDED SURVEY CONTROL
 DP0122
 DP0122  NGVD 29 (??/??/92)  612.283  (m)         2008.80   (f) ADJ UNCH    2 0
 DP0122
 DP0122.Superseded values are not recommended for survey control.
 DP0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0122.See file dsdata.txt to determine how the superseded data were derived.
 DP0122
 DP0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB537797(NAD 83)
 DP0122_MARKER: DB = BENCH MARK DISK
 DP0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0122_STAMPING: E 475 1935
 DP0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0122+STABILITY: SURFACE MOTION
 DP0122
 DP0122  HISTORY     - Date     Condition        Report By
 DP0122  HISTORY     - 1935     MONUMENTED       CGS
 DP0122  HISTORY     - 1969     GOOD             USGS
 DP0122
 DP0122                          STATION DESCRIPTION
 DP0122
 DP0122'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0122'IN JAYTON.
 DP0122'FROM THE COUNTY COURT HOUSE AT JAYTON, GO EAST 0.2 MILE FROM STATE
 DP0122'HIGHWAY 70 ALONG THE STREET ON THE NORTH SIDE OF THE COURT HOUSE TO
 DP0122'THE EAST SIDE OF ABANDONED RAILROAD GRADE, GO SOUTH ABOUT 100 YARDS TO
 DP0122'THE MARK, 40 FEET NORTHEAST OF OLD GRADE, 1 FOOT NORTHEAST OF POLE. A
 DP0122'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0698 ***********************************************************************
 CA0698  DESIGNATION -  E 478
 CA0698  PID         -  CA0698
 CA0698  STATE/COUNTY-  TX/COLEMAN
 CA0698  USGS QUAD   -  TALPA (1987)
 CA0698
 CA0698                         *CURRENT SURVEY CONTROL
 CA0698  ___________________________________________________________________
 CA0698* NAD 83(1986)-  31 46 07.     (N)    099 39 04.     (W)     SCALED    
 CA0698* NAVD 88     -       591.418  (meters)    1940.34   (feet)  ADJUSTED  
 CA0698  ___________________________________________________________________
 CA0698  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CA0698  DYNAMIC HT  -         590.625 (meters)    1937.74  (feet)  COMP
 CA0698  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 CA0698
 CA0698  VERT ORDER  -  SECOND    CLASS 0
 CA0698
 CA0698.The horizontal coordinates were scaled from a topographic map and have
 CA0698.an estimated accuracy of +/- 6 seconds.
 CA0698
 CA0698.The orthometric height was determined by differential leveling
 CA0698.and adjusted by the National Geodetic Survey in June 1991..
 CA0698
 CA0698.The geoid height was determined by GEOID03.
 CA0698
 CA0698.The dynamic height is computed by dividing the NAVD 88
 CA0698.geopotential number by the normal gravity value computed on the
 CA0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0698.degrees latitude (g = 980.6199 gals.).
 CA0698
 CA0698.The modeled gravity was interpolated from observed gravity values.
 CA0698
 CA0698;                    North         East    Units  Estimated Accuracy
 CA0698;SPC TX C     - 3,233,220.      764,620.      MT  (+/- 180 meters Scaled)
 CA0698
 CA0698                          SUPERSEDED SURVEY CONTROL
 CA0698
 CA0698  NGVD 29 (??/??/92)  591.286  (m)         1939.91   (f) ADJ UNCH    2 0
 CA0698
 CA0698.Superseded values are not recommended for survey control.
 CA0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0698.See file dsdata.txt to determine how the superseded data were derived.
 CA0698
 CA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA383149(NAD 83)
 CA0698_MARKER: DB = BENCH MARK DISK
 CA0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0698_STAMPING: E 478 1935
 CA0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0698+STABILITY: SURFACE MOTION
 CA0698
 CA0698  HISTORY     - Date     Condition        Report By
 CA0698  HISTORY     - 1935     MONUMENTED       CGS
 CA0698  HISTORY     - 1967     GOOD             USGS
 CA0698
 CA0698                          STATION DESCRIPTION
 CA0698
 CA0698'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CA0698'3.6 MI E FROM TALPA.
 CA0698'3.6 MI. EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0698'STATION AT TALPA, COLEMAN COUNTY, ABOUT 50 YDS. WEST OF BRIDGE 17 A,
 CA0698'77 FT. SOUTH OF THE CENTERLINE OF U. S. HWY 67, 50 FT. NORTH OF THE
 CA0698'CENTERLINE OF THE TRACK, 4 FT. NORTHWEST OF A POLE.  A STANDARD DISK
 CA0698'STAMPED E 478 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0264 ***********************************************************************
 CS0264  DESIGNATION -  E 479
 CS0264  PID         -  CS0264
 CS0264  STATE/COUNTY-  TX/KAUFMAN
 CS0264  USGS QUAD   -  CEDARVALE (1981)
 CS0264
 CS0264                         *CURRENT SURVEY CONTROL
 CS0264  ___________________________________________________________________
 CS0264* NAD 83(1986)-  32 36 58.     (N)    096 05 42.     (W)     SCALED    
 CS0264* NAVD 88     -       129.967  (meters)     426.40   (feet)  ADJUSTED  
 CS0264  ___________________________________________________________________
 CS0264  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0264  DYNAMIC HT  -         129.820 (meters)     425.92  (feet)  COMP
 CS0264  MODELED GRAV-     979,508.0   (mgal)                       NAVD 88
 CS0264
 CS0264  VERT ORDER  -  SECOND    CLASS 0
 CS0264
 CS0264.The horizontal coordinates were scaled from a topographic map and have
 CS0264.an estimated accuracy of +/- 6 seconds.
 CS0264
 CS0264.The orthometric height was determined by differential leveling
 CS0264.and adjusted by the National Geodetic Survey in June 1991..
 CS0264
 CS0264.The geoid height was determined by GEOID03.
 CS0264
 CS0264.The dynamic height is computed by dividing the NAVD 88
 CS0264.geopotential number by the normal gravity value computed on the
 CS0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0264.degrees latitude (g = 980.6199 gals.).
 CS0264
 CS0264.The modeled gravity was interpolated from observed gravity values.
 CS0264
 CS0264;                    North         East    Units  Estimated Accuracy
 CS0264;SPC TXNC     - 2,107,870.      825,680.      MT  (+/- 180 meters Scaled)
 CS0264
 CS0264                          SUPERSEDED SURVEY CONTROL
 CS0264
 CS0264  NGVD 29 (??/??/92)  129.979  (m)          426.44   (f) ADJ UNCH    2 0
 CS0264
 CS0264.Superseded values are not recommended for survey control.
 CS0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0264.See file dsdata.txt to determine how the superseded data were derived.
 CS0264
 CS0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB725124(NAD 83)
 CS0264_MARKER: DB = BENCH MARK DISK
 CS0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0264_STAMPING: E 479 1948
 CS0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0264+STABILITY: SURFACE MOTION
 CS0264
 CS0264  HISTORY     - Date     Condition        Report By
 CS0264  HISTORY     - 1948     MONUMENTED       CGS
 CS0264
 CS0264                          STATION DESCRIPTION
 CS0264
 CS0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0264'2.75 MI SE FROM HIRAM.
 CS0264'0.9 MILE EAST ALONG A GRADED DIRT ROAD FROM LOCUST GROVE CHURCH AT
 CS0264'HIRAM, THENCE 1.85 MILES SOUTH ALONG A GRADED DIRT ROAD, 0.1 MILE
 CS0264'SOUTH OF A WHITE FARMHOUSE LOCATED ON THE EAST SIDE OF THE ROAD, 206.0
 CS0264'FEET NORTHEAST OF THE CENTER OF A WELL (WALL PROJECTS 4.0 FEET ABOVE
 CS0264'THE GROUND) AT AN ABANDONED FARMYARD SITE, 211.9 FEET NORTH OF A
 CS0264'28-INCH OAK TREE AT THE SOUTH END OF A WOODEN GATE ACROSS A PRIVATE
 CS0264'ROAD LEADING WEST TO THE ABANDONED FARMYARD SITE, 23.0 FEET WEST OF
 CS0264'THE CENTER LINE OF THE ROAD, 17.0 FEET NORTH OF THE CENTER LINE OF AN
 CS0264'ABANDONED ROADBED LEADING WEST, 2.0 FEET EAST OF A FENCE, 2.0 FEET
 CS0264'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CS0264'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0273 ***********************************************************************
 CS0273  DESIGNATION -  E 480
 CS0273  PID         -  CS0273
 CS0273  STATE/COUNTY-  TX/KAUFMAN
 CS0273  USGS QUAD   -  OLA (1981)
 CS0273
 CS0273                         *CURRENT SURVEY CONTROL
 CS0273  ___________________________________________________________________
 CS0273* NAD 83(1986)-  32 32 18.     (N)    096 08 28.     (W)     SCALED    
 CS0273* NAVD 88     -       129.343  (meters)     424.35   (feet)  ADJUSTED  
 CS0273  ___________________________________________________________________
 CS0273  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0273  DYNAMIC HT  -         129.197 (meters)     423.87  (feet)  COMP
 CS0273  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 CS0273
 CS0273  VERT ORDER  -  SECOND    CLASS 0
 CS0273
 CS0273.The horizontal coordinates were scaled from a topographic map and have
 CS0273.an estimated accuracy of +/- 6 seconds.
 CS0273
 CS0273.The orthometric height was determined by differential leveling
 CS0273.and adjusted by the National Geodetic Survey in June 1991..
 CS0273
 CS0273.The geoid height was determined by GEOID03.
 CS0273
 CS0273.The dynamic height is computed by dividing the NAVD 88
 CS0273.geopotential number by the normal gravity value computed on the
 CS0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0273.degrees latitude (g = 980.6199 gals.).
 CS0273
 CS0273.The modeled gravity was interpolated from observed gravity values.
 CS0273
 CS0273;                    North         East    Units  Estimated Accuracy
 CS0273;SPC TXNC     - 2,099,150.      821,550.      MT  (+/- 180 meters Scaled)
 CS0273
 CS0273                          SUPERSEDED SURVEY CONTROL
 CS0273
 CS0273  NGVD 29 (??/??/92)  129.355  (m)          424.39   (f) ADJ UNCH    2 0
 CS0273
 CS0273.Superseded values are not recommended for survey control.
 CS0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0273.See file dsdata.txt to determine how the superseded data were derived.
 CS0273
 CS0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB684037(NAD 83)
 CS0273_MARKER: DB = BENCH MARK DISK
 CS0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0273_STAMPING: E 480 1948
 CS0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0273+STABILITY: SURFACE MOTION
 CS0273
 CS0273  HISTORY     - Date     Condition        Report By
 CS0273  HISTORY     - 1948     MONUMENTED       CGS
 CS0273
 CS0273                          STATION DESCRIPTION
 CS0273
 CS0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0273'4.9 MI SW FROM CEDARVALE.
 CS0273'0.3 MILE WEST ALONG A GRADED DIRT ROAD (PROPOSED ROUTE OF STATE
 CS0273'HIGHWAY 243) FROM THE CEDARVALE COTTON GIN AT CEDARVALE, THENCE 2.1
 CS0273'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.5 MILES WEST ALONG A
 CS0273'GRADED DIRT ROAD, AT A ROAD JUNCTION, 71.0 FEET EAST OF THE CENTER
 CS0273'LINE OF A NORTH-SOUTH ROAD, 63.0 FEET SOUTH OF THE CENTER LINE OF A
 CS0273'ROAD LEADING EAST, 27.5 FEET WEST OF A POINT 191.5 FEET NORTH OF THE
 CS0273'NORTHEAST CORNER OF AN ABANDONED FARMHOUSE, 7.1 FEET NORTHWEST OF A
 CS0273'12-INCH PEAR TREE, 2.0 FEET EAST OF A REFERENCE POST, AND SET IN THE
 CS0273'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1012 ***********************************************************************
 AY1012  DESIGNATION -  E 481
 AY1012  PID         -  AY1012
 AY1012  STATE/COUNTY-  TX/BANDERA
 AY1012  USGS QUAD   -  PIPE CREEK (1982)
 AY1012
 AY1012                         *CURRENT SURVEY CONTROL
 AY1012  ___________________________________________________________________
 AY1012* NAD 83(1986)-  29 43 05.     (N)    098 54 14.     (W)     SCALED    
 AY1012* NAVD 88     -       415.142  (meters)    1362.01   (feet)  ADJUSTED  
 AY1012  ___________________________________________________________________
 AY1012  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AY1012  DYNAMIC HT  -         414.540 (meters)    1360.04  (feet)  COMP
 AY1012  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 AY1012
 AY1012  VERT ORDER  -  SECOND    CLASS 0
 AY1012
 AY1012.The horizontal coordinates were scaled from a topographic map and have
 AY1012.an estimated accuracy of +/- 6 seconds.
 AY1012
 AY1012.The orthometric height was determined by differential leveling
 AY1012.and adjusted by the National Geodetic Survey in June 1991..
 AY1012.WARNING-Repeat measurements at this control monument indicate possible
 AY1012.vertical movement.
 AY1012
 AY1012.The geoid height was determined by GEOID03.
 AY1012
 AY1012.The dynamic height is computed by dividing the NAVD 88
 AY1012.geopotential number by the normal gravity value computed on the
 AY1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1012.degrees latitude (g = 980.6199 gals.).
 AY1012
 AY1012.The modeled gravity was interpolated from observed gravity values.
 AY1012
 AY1012;                    North         East    Units  Estimated Accuracy
 AY1012;SPC TXSC     - 4,208,880.      609,300.      MT  (+/- 180 meters Scaled)
 AY1012
 AY1012                          SUPERSEDED SURVEY CONTROL
 AY1012
 AY1012  NGVD 29 (??/??/92)  415.039  (m)         1361.67   (f) ADJ UNCH    2 0
 AY1012
 AY1012.Superseded values are not recommended for survey control.
 AY1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1012.See file dsdata.txt to determine how the superseded data were derived.
 AY1012
 AY1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT092875(NAD 83)
 AY1012_MARKER: DB = BENCH MARK DISK
 AY1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1012_STAMPING: E 481 1935
 AY1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1012+STABILITY: SURFACE MOTION
 AY1012
 AY1012  HISTORY     - Date     Condition        Report By
 AY1012  HISTORY     - 1935     MONUMENTED       CGS
 AY1012  HISTORY     - 1953     GOOD             NGS
 AY1012  HISTORY     - 1990     GOOD             USPSQD
 AY1012  HISTORY     - 19931027 GOOD             USPSQD
 AY1012
 AY1012                          STATION DESCRIPTION
 AY1012
 AY1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1012'2.1 MI E FROM PIPE CREEK.
 AY1012'2.1 MILES EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT PIPE
 AY1012'CREEK, 121 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE GARAGE,
 AY1012'81 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF THE
 AY1012'CENTER LINE OF A ROAD LEADING SOUTH TO A FARMHOUSE, 33 FEET EAST OF
 AY1012'THE CENTER LINE OF A PRIVATE DRIVEWAY, 12 FEET WEST OF A FENCE, 9 FEET
 AY1012'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1012'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 AY1012
 AY1012                          STATION RECOVERY (1990)
 AY1012
 AY1012'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1012'RECOVERED IN GOOD CONDITION.
 AY1012
 AY1012                          STATION RECOVERY (1993)
 AY1012
 AY1012'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0028 ***********************************************************************
 AZ0028  DESIGNATION -  E 482
 AZ0028  PID         -  AZ0028
 AZ0028  STATE/COUNTY-  TX/EDWARDS
 AZ0028  USGS QUAD   -  VANCE (1973)
 AZ0028
 AZ0028                         *CURRENT SURVEY CONTROL
 AZ0028  ___________________________________________________________________
 AZ0028* NAD 83(1986)-  29 49 17.     (N)    100 06 23.     (W)     SCALED    
 AZ0028* NAVD 88     -       526.100  (meters)    1726.05   (feet)  ADJUSTED  
 AZ0028  ___________________________________________________________________
 AZ0028  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 AZ0028  DYNAMIC HT  -         525.320 (meters)    1723.49  (feet)  COMP
 AZ0028  MODELED GRAV-     979,142.9   (mgal)                       NAVD 88
 AZ0028
 AZ0028  VERT ORDER  -  SECOND    CLASS 0
 AZ0028
 AZ0028.The horizontal coordinates were scaled from a topographic map and have
 AZ0028.an estimated accuracy of +/- 6 seconds.
 AZ0028
 AZ0028.The orthometric height was determined by differential leveling
 AZ0028.and adjusted by the National Geodetic Survey in June 1991..
 AZ0028
 AZ0028.The geoid height was determined by GEOID03.
 AZ0028
 AZ0028.The dynamic height is computed by dividing the NAVD 88
 AZ0028.geopotential number by the normal gravity value computed on the
 AZ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0028.degrees latitude (g = 980.6199 gals.).
 AZ0028
 AZ0028.The modeled gravity was interpolated from observed gravity values.
 AZ0028
 AZ0028;                    North         East    Units  Estimated Accuracy
 AZ0028;SPC TXSC     - 4,220,840.      493,070.      MT  (+/- 180 meters Scaled)
 AZ0028
 AZ0028                          SUPERSEDED SURVEY CONTROL
 AZ0028
 AZ0028  NGVD 29 (??/??/92)  526.030  (m)         1725.82   (f) ADJ UNCH    2 0
 AZ0028
 AZ0028.Superseded values are not recommended for survey control.
 AZ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0028.See file dsdata.txt to determine how the superseded data were derived.
 AZ0028
 AZ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT930995(NAD 83)
 AZ0028_MARKER: DB = BENCH MARK DISK
 AZ0028_SETTING: 80 = SET IN A BOULDER
 AZ0028_SP_SET: BOULDER
 AZ0028_STAMPING: E 482 1935
 AZ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0028+STABILITY: SURFACE MOTION
 AZ0028
 AZ0028  HISTORY     - Date     Condition        Report By
 AZ0028  HISTORY     - 1935     MONUMENTED       CGS
 AZ0028  HISTORY     - 1973     GOOD             USGS
 AZ0028
 AZ0028                          STATION DESCRIPTION
 AZ0028
 AZ0028'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0028'8.0 MI NW FROM BARKSDALE.
 AZ0028'JUNCTION OF STATE HIGHWAY 55 AND RANCH ROAD 335 NORTH OF BARKSDALE,
 AZ0028'TEXAS.  8.4 MILES NORTHWEST OF ALONG HIGHWAY 55 TO ROAD WEST.  THENCE
 AZ0028'0.15 MILE WEST TO JUNCTION OF OLD HIGHWAY.  THENCE, 0.95 MILE SOUTH
 AZ0028'ALONG OLD HIGHWAY TO ROAD FORK RIGHT.  THENCE, 0.50 MILE NORTH TO
 AZ0028'NORTHEAST ALONG A TRACK ROAD AND ANOTHER OLD ROAD SCAR TO AN E/W
 AZ0028'FENCE.  THENCE ABOUT 125 YARDS NORTH TO BENCH MARK 52 FEET EAST OF THE
 AZ0028'CENTER LINE, CEMENTED IN THE TOP OF A LARGE BOULDER AND ABOUT 2 FEET
 AZ0028'ABOVE GROUND.  A STANDARD DISK, STAMPED E 482, 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0359 ***********************************************************************
 CS0359  DESIGNATION -  E 483
 CS0359  PID         -  CS0359
 CS0359  STATE/COUNTY-  TX/VAN ZANDT
 CS0359  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0359
 CS0359                         *CURRENT SURVEY CONTROL
 CS0359  ___________________________________________________________________
 CS0359* NAD 83(1986)-  32 25 19.     (N)    096 01 26.     (W)     SCALED    
 CS0359* NAVD 88     -       143.500  (meters)     470.80   (feet)  ADJUSTED  
 CS0359  ___________________________________________________________________
 CS0359  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0359  DYNAMIC HT  -         143.336 (meters)     470.26  (feet)  COMP
 CS0359  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 CS0359
 CS0359  VERT ORDER  -  SECOND    CLASS 0
 CS0359
 CS0359.The horizontal coordinates were scaled from a topographic map and have
 CS0359.an estimated accuracy of +/- 6 seconds.
 CS0359
 CS0359.The orthometric height was determined by differential leveling
 CS0359.and adjusted by the National Geodetic Survey in June 1991..
 CS0359
 CS0359.The geoid height was determined by GEOID03.
 CS0359
 CS0359.The dynamic height is computed by dividing the NAVD 88
 CS0359.geopotential number by the normal gravity value computed on the
 CS0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0359.degrees latitude (g = 980.6199 gals.).
 CS0359
 CS0359.The modeled gravity was interpolated from observed gravity values.
 CS0359
 CS0359;                    North         East    Units  Estimated Accuracy
 CS0359;SPC TXNC     - 2,086,500.      832,860.      MT  (+/- 180 meters Scaled)
 CS0359
 CS0359                          SUPERSEDED SURVEY CONTROL
 CS0359
 CS0359  NGVD 29 (??/??/92)  143.509  (m)          470.83   (f) ADJ UNCH    2 0
 CS0359
 CS0359.Superseded values are not recommended for survey control.
 CS0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0359.See file dsdata.txt to determine how the superseded data were derived.
 CS0359
 CS0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA798911(NAD 83)
 CS0359_MARKER: DB = BENCH MARK DISK
 CS0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0359_STAMPING: E 483 1948
 CS0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0359+STABILITY: SURFACE MOTION
 CS0359
 CS0359  HISTORY     - Date     Condition        Report By
 CS0359  HISTORY     - 1948     MONUMENTED       CGS
 CS0359  HISTORY     - 19950912 GOOD             USPSQD
 CS0359
 CS0359                          STATION DESCRIPTION
 CS0359
 CS0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0359'6.0 MI NE FROM MABANK.
 CS0359'6.0 MILES NORTHEAST ALONG STATE HIGHWAY 198 FROM THE TEXAS AND NEW
 CS0359'ORLEANS RAILWAY STATION AT MABANK, 432.0 FEET WEST OF THE EXTENDED
 CS0359'CENTER LINE OF AN ASPHALT ROAD LEADING NORTH, 47.4 FEET SOUTH OF THE
 CS0359'CENTER LINE OF THE HIGHWAY, 0.6 FOOT NORTH OF A FENCE, 2.0 FEET EAST
 CS0359'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CS0359'0.3 FOOT ABOVE THE GROUND.
 CS0359
 CS0359                          STATION RECOVERY (1995)
 CS0359
 CS0359'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0319 ***********************************************************************
 BY0319  DESIGNATION -  E 484
 BY0319  PID         -  BY0319
 BY0319  STATE/COUNTY-  TX/NACOGDOCHES
 BY0319  USGS QUAD   -  ETOILE NORTH (1984)
 BY0319
 BY0319                         *CURRENT SURVEY CONTROL
 BY0319  ___________________________________________________________________
 BY0319* NAD 83(1986)-  31 28 07.     (N)    094 26 47.     (W)     SCALED    
 BY0319* NAVD 88     -        83.93   (+/-2cm)     275.4    (feet)  VERTCON   
 BY0319  ___________________________________________________________________
 BY0319  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY0319
 BY0319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0319
 BY0319.The horizontal coordinates were scaled from a topographic map and have
 BY0319.an estimated accuracy of +/- 6 seconds.
 BY0319
 BY0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0319.The vertical order pertains to the NGVD 29 superseded value.
 BY0319
 BY0319.The geoid height was determined by GEOID03.
 BY0319
 BY0319;                    North         East    Units  Estimated Accuracy
 BY0319;SPC TX C     - 3,214,560.    1,259,150.      MT  (+/- 180 meters Scaled)
 BY0319
 BY0319                          SUPERSEDED SURVEY CONTROL
 BY0319
 BY0319  NGVD 29 (??/??/92)   83.980  (m)          275.52   (f) ADJ UNCH    2 0
 BY0319
 BY0319.Superseded values are not recommended for survey control.
 BY0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0319.See file dsdata.txt to determine how the superseded data were derived.
 BY0319
 BY0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ625824(NAD 83)
 BY0319_MARKER: DB = BENCH MARK DISK
 BY0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0319_STAMPING: E 484 1948
 BY0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0319+STABILITY: SURFACE MOTION
 BY0319
 BY0319  HISTORY     - Date     Condition        Report By
 BY0319  HISTORY     - 1948     MONUMENTED       CGS
 BY0319  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0319
 BY0319                          STATION DESCRIPTION
 BY0319
 BY0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0319'8.1 MI SW FROM CHIRENO.
 BY0319'6.4 MILES SOUTHWEST ALONG THE CHIRENO-ETOILE ROAD FROM THE METHODIST
 BY0319'CHURCH AT CHIRENO, THENCE 1.4 MILES NORTHWEST ALONG A GRADED DIRT
 BY0319'ROAD, THENCE 0.3 MILE SOUTHWEST ALONG A DIRT ROAD, ON TOP OF A HILL,
 BY0319'32.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD (MEASURED FROM A
 BY0319'POINT 30.0 FEET SOUTHWEST OF THE CREST OF THE HILL), 11.0 FEET
 BY0319'NORTHEAST OF THE CENTER LINE OF A LOGGING TRAIL LEADING SOUTHEAST, 2.6
 BY0319'FEET NORTHWEST OF A 14-INCH PINE TREE, 1.9 FEET SOUTHEAST OF A
 BY0319'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0319'FOOT ABOVE THE GROUND.
 BY0319
 BY0319                          STATION RECOVERY (1998)
 BY0319
 BY0319'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1032 ***********************************************************************
 BY1032  DESIGNATION -  E 485
 BY1032  PID         -  BY1032
 BY1032  STATE/COUNTY-  TX/ANGELINA
 BY1032  USGS QUAD   -  PLATT (1980)
 BY1032
 BY1032                         *CURRENT SURVEY CONTROL
 BY1032  ___________________________________________________________________
 BY1032* NAD 83(1986)-  31 23 09.     (N)    094 31 25.     (W)     SCALED    
 BY1032* NAVD 88     -        62.89   (+/-2cm)     206.3    (feet)  VERTCON   
 BY1032  ___________________________________________________________________
 BY1032  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BY1032
 BY1032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1032
 BY1032.The horizontal coordinates were scaled from a topographic map and have
 BY1032.an estimated accuracy of +/- 6 seconds.
 BY1032
 BY1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1032.The vertical order pertains to the NGVD 29 superseded value.
 BY1032
 BY1032.The geoid height was determined by GEOID03.
 BY1032
 BY1032;                    North         East    Units  Estimated Accuracy
 BY1032;SPC TX C     - 3,205,010.    1,252,300.      MT  (+/- 180 meters Scaled)
 BY1032
 BY1032                          SUPERSEDED SURVEY CONTROL
 BY1032
 BY1032  NGVD 29 (??/??/92)   62.944  (m)          206.51   (f) ADJ UNCH    2 0
 BY1032
 BY1032.Superseded values are not recommended for survey control.
 BY1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1032.See file dsdata.txt to determine how the superseded data were derived.
 BY1032
 BY1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ551733(NAD 83)
 BY1032_MARKER: DB = BENCH MARK DISK
 BY1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1032_STAMPING: E 485 1949
 BY1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1032+STABILITY: SURFACE MOTION
 BY1032
 BY1032  HISTORY     - Date     Condition        Report By
 BY1032  HISTORY     - 1949     MONUMENTED       CGS
 BY1032  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1032
 BY1032                          STATION DESCRIPTION
 BY1032
 BY1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1032'3.35 MI N FROM EWING.
 BY1032'2.35 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1032'RAILWAY SECTION HOUSE AT EWING, THENCE 1.0 MILE NORTH ALONG A GRADED
 BY1032'DIRT ROAD, 0.6 MILE SOUTH OF A JUNCTION WITH A ROAD LEADING WEST, 0.1
 BY1032'MILE SOUTH OF A CURVE, AT A JUNCTION WITH A DIM TRAIL LEADING
 BY1032'NORTHEAST, 37.0 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 33.0
 BY1032'FEET EAST OF THE CENTER LINE OF THE ROAD, 5.3 FEET NORTHEAST OF A
 BY1032'14-INCH OAK TREE WITH A TRIANGULAR BLAZE, 2.6 FEET SOUTH OF A
 BY1032'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 BY1032'FOOT ABOVE THE GROUND.
 BY1032
 BY1032                          STATION RECOVERY (1998)
 BY1032
 BY1032'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0136 ***********************************************************************
 BY0136  DESIGNATION -  E 486
 BY0136  PID         -  BY0136
 BY0136  STATE/COUNTY-  TX/SHELBY
 BY0136  USGS QUAD   -  ARCADIA (1984)
 BY0136
 BY0136                         *CURRENT SURVEY CONTROL
 BY0136  ___________________________________________________________________
 BY0136* NAD 83(1986)-  31 49 43.     (N)    094 19 31.     (W)     SCALED    
 BY0136* NAVD 88     -       134.68   (+/-2cm)     441.9    (feet)  VERTCON   
 BY0136  ___________________________________________________________________
 BY0136  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY0136
 BY0136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0136
 BY0136.The horizontal coordinates were scaled from a topographic map and have
 BY0136.an estimated accuracy of +/- 6 seconds.
 BY0136
 BY0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0136.The vertical order pertains to the NGVD 29 superseded value.
 BY0136
 BY0136.The geoid height was determined by GEOID03.
 BY0136
 BY0136;                    North         East    Units  Estimated Accuracy
 BY0136;SPC TX C     - 3,255,030.    1,268,490.      MT  (+/- 180 meters Scaled)
 BY0136
 BY0136                          SUPERSEDED SURVEY CONTROL
 BY0136
 BY0136  NGVD 29 (??/??/92)  134.696  (m)          441.92   (f) ADJ UNCH    2 0
 BY0136
 BY0136.Superseded values are not recommended for survey control.
 BY0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0136.See file dsdata.txt to determine how the superseded data were derived.
 BY0136
 BY0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR745222(NAD 83)
 BY0136_MARKER: DB = BENCH MARK DISK
 BY0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0136_STAMPING: E 486 1949
 BY0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0136+STABILITY: SURFACE MOTION
 BY0136
 BY0136  HISTORY     - Date     Condition        Report By
 BY0136  HISTORY     - 1949     MONUMENTED       CGS
 BY0136
 BY0136                          STATION DESCRIPTION
 BY0136
 BY0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0136'0.4 MI NW FROM HUBERT.
 BY0136'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 87 FROM THE ELEMENTARY SCHOOL
 BY0136'AT HUBERT, AT A ROAD JUNCTION, 163.0 FEET SOUTHEAST OF THE EXTENDED
 BY0136'CENTER LINE OF A ROAD LEADING SOUTHWEST, 50.2 FEET NORTHEAST OF THE
 BY0136'CENTER LINE OF THE HIGHWAY, 1.8 FEET SOUTHEAST OF A REFERENCE POST,
 BY0136'1.0 FOOT SOUTHWEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0136'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1118 ***********************************************************************
 BY1118  DESIGNATION -  E 487
 BY1118  PID         -  BY1118
 BY1118  STATE/COUNTY-  TX/NACOGDOCHES
 BY1118  USGS QUAD   -  GARRISON WEST (1984)
 BY1118
 BY1118                         *CURRENT SURVEY CONTROL
 BY1118  ___________________________________________________________________
 BY1118* NAD 83(1986)-  31 45 11.     (N)    094 34 52.     (W)     SCALED    
 BY1118* NAVD 88     -       121.785  (meters)     399.56   (feet)  ADJUSTED  
 BY1118  ___________________________________________________________________
 BY1118  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY1118  DYNAMIC HT  -         121.635 (meters)     399.06  (feet)  COMP
 BY1118  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 BY1118
 BY1118  VERT ORDER  -  FIRST     CLASS II
 BY1118
 BY1118.The horizontal coordinates were scaled from a topographic map and have
 BY1118.an estimated accuracy of +/- 6 seconds.
 BY1118
 BY1118.The orthometric height was determined by differential leveling
 BY1118.and adjusted by the National Geodetic Survey in June 1991..
 BY1118
 BY1118.The geoid height was determined by GEOID03.
 BY1118
 BY1118.The dynamic height is computed by dividing the NAVD 88
 BY1118.geopotential number by the normal gravity value computed on the
 BY1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1118.degrees latitude (g = 980.6199 gals.).
 BY1118
 BY1118.The modeled gravity was interpolated from observed gravity values.
 BY1118
 BY1118;                    North         East    Units  Estimated Accuracy
 BY1118;SPC TX C     - 3,245,380.    1,244,740.      MT  (+/- 180 meters Scaled)
 BY1118
 BY1118                          SUPERSEDED SURVEY CONTROL
 BY1118
 BY1118  NGVD 29 (??/??/92)  121.787  (m)          399.56   (f) ADJ UNCH    1 2
 BY1118
 BY1118.Superseded values are not recommended for survey control.
 BY1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1118.See file dsdata.txt to determine how the superseded data were derived.
 BY1118
 BY1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR502141(NAD 83)
 BY1118_MARKER: DB = BENCH MARK DISK
 BY1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1118_STAMPING: E 487 1949
 BY1118_PROJECTION: PROJECTING 5 CENTIMETERS
 BY1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1118+STABILITY: SURFACE MOTION
 BY1118
 BY1118  HISTORY     - Date     Condition        Report By
 BY1118  HISTORY     - 1949     MONUMENTED       CGS
 BY1118  HISTORY     - 1979     GOOD             NGS
 BY1118  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 BY1118  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1118
 BY1118                          STATION DESCRIPTION
 BY1118
 BY1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1118'7.5 MI SW FROM GARRISON.
 BY1118'7.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE TEXAS AND NEW 7.5
 BY1118'MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BY1118'RAILROAD STATION AT GARRISON, 0.9 MILE NORTHEAST OF BENCH MARK F 487,
 BY1118'0.15 MILE SOUTHWEST OF CROSSING OF AN EAST-WEST ROAD (BADLY WEATHER
 BY1118'OLD ASPHALT HIGHWAY), 60.7 FEET EAST OF THE DATE PLATE WHICH IS IN THE
 BY1118'SOUTHEAST FACE OF THE SOUTHEAST HEADWALL OF A LARGE CONCRETE BOX
 BY1118'CULVERT, 60.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30.7
 BY1118'FEET NORTH OF THE NORTH CORNER OF A SMALL CONCRETE BLOCK DWELLING,
 BY1118'12.0 FEET SOUTHEAST OF A CORNER IN THE RIGHT-OF-WAY FENCE LINE, 2.0
 BY1118'FEET SOUTHEAST OF THE LINE OF POWER LINE POLES, 1.6 FEET SOUTHEAST OF
 BY1118'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 BY1118'FOOT ABOVE THE GROUND.
 BY1118
 BY1118                          STATION RECOVERY (1979)
 BY1118
 BY1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1118'2.6 MILES NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY1118'ROAD 941 IN APPLEBY, 60.0 FT. SOUTHEAST OF THE CENTERLINE OF THE
 BY1118'HIGHWAY, 47.0 FT. EAST OF THE NORTHEAST CORNER OF THE SOUTHEAST
 BY1118'HEADWALL OF A LARGE CONCRETE BOX CULVERT, 30.7 FT. NORTH OF THE NORTH
 BY1118'CORNER OF A SMALL CONCRETE BLOCK HOUSE, 12.0 FT. SOUTHEAST OF A CORNER
 BY1118'OF A RIGHT-OF-WAY FENCE.
 BY1118'THE MARK IS 1 FT  SE FROM A WITNESS POST.
 BY1118'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BY1118
 BY1118                          STATION RECOVERY (1992)
 BY1118
 BY1118'RECOVERY NOTE BY US POWER SQUADRON 1992
 BY1118'MARK NOT FOUND.
 BY1118
 BY1118                          STATION RECOVERY (1998)
 BY1118
 BY1118'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0865 ***********************************************************************
 BY0865  DESIGNATION -  E 488
 BY0865  PID         -  BY0865
 BY0865  STATE/COUNTY-  TX/ANGELINA
 BY0865  USGS QUAD   -  BALD HILL (1980)
 BY0865
 BY0865                         *CURRENT SURVEY CONTROL
 BY0865  ___________________________________________________________________
 BY0865* NAD 83(1986)-  31 11 29.     (N)    094 40 21.     (W)     SCALED    
 BY0865* NAVD 88     -        72.31   (+/-2cm)     237.2    (feet)  VERTCON   
 BY0865  ___________________________________________________________________
 BY0865  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BY0865
 BY0865  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0865
 BY0865.The horizontal coordinates were scaled from a topographic map and have
 BY0865.an estimated accuracy of +/- 6 seconds.
 BY0865
 BY0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0865.The vertical order pertains to the NGVD 29 superseded value.
 BY0865
 BY0865.The geoid height was determined by GEOID03.
 BY0865
 BY0865;                    North         East    Units  Estimated Accuracy
 BY0865;SPC TX C     - 3,182,750.    1,239,260.      MT  (+/- 180 meters Scaled)
 BY0865
 BY0865                          SUPERSEDED SURVEY CONTROL
 BY0865
 BY0865  NGVD 29 (??/??/92)   72.341  (m)          237.34   (f) ADJ UNCH    2 0
 BY0865
 BY0865.Superseded values are not recommended for survey control.
 BY0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0865.See file dsdata.txt to determine how the superseded data were derived.
 BY0865
 BY0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ406520(NAD 83)
 BY0865_MARKER: DB = BENCH MARK DISK
 BY0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0865_STAMPING: E 488 1949
 BY0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0865+STABILITY: SURFACE MOTION
 BY0865
 BY0865  HISTORY     - Date     Condition        Report By
 BY0865  HISTORY     - 1949     MONUMENTED       CGS
 BY0865
 BY0865                          STATION DESCRIPTION
 BY0865
 BY0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0865'10.05 MI SE FROM BURKE.
 BY0865'4.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0865'ORLEANS RAILROAD STATION AT BURKE, THENCE 5.5 MILES SOUTHEAST ALONG
 BY0865'FARM ROAD 58, AT THE C. B. SHIVERS FARM HOME, 76.0 FEET NORTH OF THE
 BY0865'NORTHEAST CORNER OF THE FARM HOUSE, 69.0 FEET NORTHWEST OF THE CENTER
 BY0865'LINE OF A PRIVATE DRIVE, 45.0 FEET SOUTHWEST OF THE CENTER LINE OF
 BY0865'FARM ROAD 58, 37.0 FEET NORTHWEST OF A 30-INCH OAK TREE, 1.5 FEET WEST
 BY0865'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0865'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0993 ***********************************************************************
 BY0993  DESIGNATION -  E 490 RESET 1956
 BY0993  PID         -  BY0993
 BY0993  STATE/COUNTY-  TX/ANGELINA
 BY0993  USGS QUAD   -  MANNING (1980)
 BY0993
 BY0993                         *CURRENT SURVEY CONTROL
 BY0993  ___________________________________________________________________
 BY0993* NAD 83(1986)-  31 13 02.     (N)    094 30 20.     (W)     SCALED    
 BY0993* NAVD 88     -        73.50   (+/-2cm)     241.1    (feet)  VERTCON   
 BY0993  ___________________________________________________________________
 BY0993  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BY0993
 BY0993  VERT ORDER  -  THIRD (See Below)
 BY0993
 BY0993.The horizontal coordinates were scaled from a topographic map and have
 BY0993.an estimated accuracy of +/- 6 seconds.
 BY0993
 BY0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0993.The vertical order pertains to the NGVD 29 superseded value.
 BY0993
 BY0993.The geoid height was determined by GEOID03.
 BY0993
 BY0993;                    North         East    Units  Estimated Accuracy
 BY0993;SPC TX C     - 3,186,430.    1,255,000.      MT  (+/- 180 meters Scaled)
 BY0993
 BY0993                          SUPERSEDED SURVEY CONTROL
 BY0993
 BY0993  NGVD 29 (01/29/03)   73.53   (m)          241.2    (f) RESET       3  
 BY0993
 BY0993.Superseded values are not recommended for survey control.
 BY0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0993.See file dsdata.txt to determine how the superseded data were derived.
 BY0993
 BY0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ565546(NAD 83)
 BY0993_MARKER: DB = BENCH MARK DISK
 BY0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0993_SP_SET: MONUMENT
 BY0993_STAMPING: E 490 RESET 1956
 BY0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0993
 BY0993  HISTORY     - Date     Condition        Report By
 BY0993  HISTORY     - 1956     MONUMENTED       CGS
 BY0993  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY0993
 BY0993                          STATION DESCRIPTION
 BY0993
 BY0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BY0993'06.3 MI NW FROM ZAVALLA.
 BY0993'06.3 MILES NORTHWEST ALONG THE T. AND N.O.R.R. AND U.S. HIGHWAY NO. 69
 BY0993'FROM THE STATION AT ZAVALLA ANGELINA COUNTY, 0.5 MILE NORTHWEST OF THE
 BY0993'SHAWNEE SWITCH AND SIDING AND AT THE JUNCTION OF THE OLD HIGHWAY TO
 BY0993'THE NORTHWEST AND THE NEW HIGHWAY PARALLELING THE RAILROAD, AT THE
 BY0993'SOUTHWEST BASE OF THE TRACKS AND A MOTOR CAR STALL, 24.5 FEET
 BY0993'SOUTHWEST OF THE SOUTHWEST RAIL, 56 FEET NORTHEAST OF THE CENTERLINE
 BY0993'OF THE HIGHWAY, AND 9 FEET NORTHEAST OF THE POLE LINE.  A STANDARD
 BY0993'DISK STAMPED E 490 RESET 1956 IN A CONCRETE MONUMENT PROJECTING ABOUT
 BY0993'3 INCHES AND 1 FOOT NORTHWEST OF A 4 X 4 WITNESS POST.
 BY0993
 BY0993                          STATION RECOVERY (1963)
 BY0993
 BY0993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0500 ***********************************************************************
 BY0500  DESIGNATION -  E 491 RESET 1965
 BY0500  PID         -  BY0500
 BY0500  STATE/COUNTY-  TX/ANGELINA
 BY0500  USGS QUAD   -  ZAVALLA (1984)
 BY0500
 BY0500                         *CURRENT SURVEY CONTROL
 BY0500  ___________________________________________________________________
 BY0500* NAD 83(1986)-  31 12 49.     (N)    094 24 40.     (W)     SCALED    
 BY0500* NAVD 88     -        66.53   (+/-2cm)     218.3    (feet)  VERTCON   
 BY0500  ___________________________________________________________________
 BY0500  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BY0500
 BY0500  VERT ORDER  -  THIRD (See Below)
 BY0500
 BY0500.The horizontal coordinates were scaled from a topographic map and have
 BY0500.an estimated accuracy of +/- 6 seconds.
 BY0500
 BY0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0500.The vertical order pertains to the NGVD 29 superseded value.
 BY0500
 BY0500.The geoid height was determined by GEOID03.
 BY0500
 BY0500;                    North         East    Units  Estimated Accuracy
 BY0500;SPC TX C     - 3,186,500.    1,264,000.      MT  (+/- 180 meters Scaled)
 BY0500
 BY0500                          SUPERSEDED SURVEY CONTROL
 BY0500
 BY0500  NGVD 29 (01/29/03)   66.56   (m)          218.4    (f) RESET       3  
 BY0500
 BY0500.Superseded values are not recommended for survey control.
 BY0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0500.See file dsdata.txt to determine how the superseded data were derived.
 BY0500
 BY0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ655541(NAD 83)
 BY0500_MARKER: DB = BENCH MARK DISK
 BY0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0500_STAMPING: E 491 RESET 1965
 BY0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0500+STABILITY: SURFACE MOTION
 BY0500
 BY0500  HISTORY     - Date     Condition        Report By
 BY0500  HISTORY     - 1965     MONUMENTED       TXHD
 BY0500  HISTORY     - 1966     GOOD             NGS
 BY0500
 BY0500                          STATION DESCRIPTION
 BY0500
 BY0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BY0500'4.6 MI N FROM ZAVALLA.
 BY0500'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW
 BY0500'ORLEANS RAILROAD STATION AT ZAVALLA, THENCE 2.25 MILES ALONG A GRADED
 BY0500'DIRT ROAD, THENCE 1.95 MILES ALONG A STATE FM HIGHWAY, 50.4 FEET WEST
 BY0500'OF THE CENTER LINE OF FM HIGHWAY AT ENGINEERS STATION 230 + 21, 15.0
 BY0500'FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, AND AT END OF A CURVE ON
 BY0500'FM HIGHWAY RIGHT-OF-WAY.  A C AND GS DISK SET IN A CONCRETE POST
 BY0500'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0597 ***********************************************************************
 BY0597  DESIGNATION -  E 492
 BY0597  PID         -  BY0597
 BY0597  STATE/COUNTY-  TX/ANGELINA
 BY0597  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0597
 BY0597                         *CURRENT SURVEY CONTROL
 BY0597  ___________________________________________________________________
 BY0597* NAD 83(1986)-  31 05 36.     (N)    094 17 34.     (W)     SCALED    
 BY0597* NAVD 88     -        53.97   (+/-2cm)     177.1    (feet)  VERTCON   
 BY0597  ___________________________________________________________________
 BY0597  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BY0597
 BY0597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0597
 BY0597.The horizontal coordinates were scaled from a topographic map and have
 BY0597.an estimated accuracy of +/- 6 seconds.
 BY0597
 BY0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0597.The vertical order pertains to the NGVD 29 superseded value.
 BY0597
 BY0597.The geoid height was determined by GEOID03.
 BY0597
 BY0597;                    North         East    Units  Estimated Accuracy
 BY0597;SPC TX C     - 3,173,800.    1,275,990.      MT  (+/- 180 meters Scaled)
 BY0597
 BY0597                          SUPERSEDED SURVEY CONTROL
 BY0597
 BY0597  NGVD 29 (??/??/92)   53.988  (m)          177.13   (f) ADJ UNCH    2 0
 BY0597
 BY0597.Superseded values are not recommended for survey control.
 BY0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0597.See file dsdata.txt to determine how the superseded data were derived.
 BY0597
 BY0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ766406(NAD 83)
 BY0597_MARKER: DB = BENCH MARK DISK
 BY0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0597_STAMPING: E 492 1949
 BY0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0597+STABILITY: SURFACE MOTION
 BY0597
 BY0597  HISTORY     - Date     Condition        Report By
 BY0597  HISTORY     - 1949     MONUMENTED       CGS
 BY0597
 BY0597                          STATION DESCRIPTION
 BY0597
 BY0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0597'14.30 MI E FROM ZAVALLA.
 BY0597'5.0 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0597'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.3 MILES EAST
 BY0597'ALONG A GRADED DIRT ROAD, THENCE 0.65 MILE NORTHWEST ALONG A DIRT
 BY0597'ROAD, THENCE 7.35 MILES EAST ALONG THE ANGELINA NATIONAL FOREST ROAD
 BY0597'302, 79.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE
 BY0597'OVER A SMALL CREEK, 41.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BY0597'1.8 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY0597'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0582 ***********************************************************************
 BY0582  DESIGNATION -  E 493
 BY0582  PID         -  BY0582
 BY0582  STATE/COUNTY-  TX/JASPER
 BY0582  USGS QUAD   -  EBENEZER (1984)
 BY0582
 BY0582                         *CURRENT SURVEY CONTROL
 BY0582  ___________________________________________________________________
 BY0582* NAD 83(1986)-  31 01 30.     (N)    094 14 26.     (W)     SCALED    
 BY0582* NAVD 88     -        46.20   (+/-2cm)     151.6    (feet)  VERTCON   
 BY0582  ___________________________________________________________________
 BY0582  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BY0582
 BY0582  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0582
 BY0582.The horizontal coordinates were scaled from a topographic map and have
 BY0582.an estimated accuracy of +/- 6 seconds.
 BY0582
 BY0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0582.The vertical order pertains to the NGVD 29 superseded value.
 BY0582
 BY0582.The geoid height was determined by GEOID03.
 BY0582
 BY0582;                    North         East    Units  Estimated Accuracy
 BY0582;SPC TX C     - 3,166,500.    1,281,380.      MT  (+/- 180 meters Scaled)
 BY0582
 BY0582                          SUPERSEDED SURVEY CONTROL
 BY0582
 BY0582  NGVD 29 (??/??/92)   46.214  (m)          151.62   (f) ADJ UNCH    2 0
 BY0582
 BY0582.Superseded values are not recommended for survey control.
 BY0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0582.See file dsdata.txt to determine how the superseded data were derived.
 BY0582
 BY0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ815330(NAD 83)
 BY0582_MARKER: DB = BENCH MARK DISK
 BY0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0582_STAMPING: E 493 1949
 BY0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0582+STABILITY: SURFACE MOTION
 BY0582
 BY0582  HISTORY     - Date     Condition        Report By
 BY0582  HISTORY     - 1949     MONUMENTED       CGS
 BY0582  HISTORY     - 1979     POOR             USGS
 BY0582
 BY0582                          STATION DESCRIPTION
 BY0582
 BY0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0582'1.84 MI W FROM JASPER.
 BY0582'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BY0582'THENCE 9.3 MILES NORTHWEST ALONG STATE HIGHWAY 63, THENCE 2.6 MILES
 BY0582'WEST ALONG A GRADED DIRT ROAD, 0.45 MILE SOUTHWEST OF A WOODEN BRIDGE
 BY0582'OVER SHEARWOOD CREEK, 0.3 MILE SOUTHWEST OF A SMALL WOODEN BRIDGE OVER
 BY0582'A CREEK, 39.0 FEET SOUTH OF THE CENTER LINE OF THE GRADED DIRT ROAD,
 BY0582'32.0 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 1.6 FEET
 BY0582'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0582'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BY0582
 BY0582                          STATION RECOVERY (1979)
 BY0582
 BY0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0582'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0369 ***********************************************************************
 BY0369  DESIGNATION -  E 494
 BY0369  PID         -  BY0369
 BY0369  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0369  USGS QUAD   -  NORWOOD (1984)
 BY0369
 BY0369                         *CURRENT SURVEY CONTROL
 BY0369  ___________________________________________________________________
 BY0369* NAD 83(1986)-  31 24 27.     (N)    094 10 30.     (W)     SCALED    
 BY0369* NAVD 88     -        99.90   (+/-2cm)     327.8    (feet)  VERTCON   
 BY0369  ___________________________________________________________________
 BY0369  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BY0369
 BY0369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0369
 BY0369.The horizontal coordinates were scaled from a topographic map and have
 BY0369.an estimated accuracy of +/- 6 seconds.
 BY0369
 BY0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0369.The vertical order pertains to the NGVD 29 superseded value.
 BY0369
 BY0369.The geoid height was determined by GEOID03.
 BY0369
 BY0369;                    North         East    Units  Estimated Accuracy
 BY0369;SPC TX C     - 3,209,190.    1,285,280.      MT  (+/- 180 meters Scaled)
 BY0369
 BY0369                          SUPERSEDED SURVEY CONTROL
 BY0369
 BY0369  NGVD 29 (??/??/92)   99.925  (m)          327.84   (f) ADJ UNCH    2 0
 BY0369
 BY0369.Superseded values are not recommended for survey control.
 BY0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0369.See file dsdata.txt to determine how the superseded data were derived.
 BY0369
 BY0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ883753(NAD 83)
 BY0369_MARKER: DB = BENCH MARK DISK
 BY0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0369_STAMPING: E 494 1949
 BY0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0369+STABILITY: SURFACE MOTION
 BY0369
 BY0369  HISTORY     - Date     Condition        Report By
 BY0369  HISTORY     - 1949     MONUMENTED       CGS
 BY0369
 BY0369                          STATION DESCRIPTION
 BY0369
 BY0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0369'9.2 MI NE FROM BROADDUS.
 BY0369'9.2 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0369'BROADDUS, 90.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19.0
 BY0369'FEET EAST OF THE CENTER LINE OF A DIM WOODS ROAD, 11.7 FEET NORTHEAST
 BY0369'OF A HICKORY WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE
 BY0369'TREE, 1.8 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0369'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.  NOTE-- B. M. F
 BY0369'494 IS 1.1 MILES NORTHEAST ALONG HIGHWAY 147.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0370 ***********************************************************************
 BY0370  DESIGNATION -  E 494 RESET 1974
 BY0370  PID         -  BY0370
 BY0370  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0370  USGS QUAD   -  NORWOOD (1984)
 BY0370
 BY0370                         *CURRENT SURVEY CONTROL
 BY0370  ___________________________________________________________________
 BY0370* NAD 83(1986)-  31 24 25.     (N)    094 10 30.     (W)     SCALED    
 BY0370* NAVD 88     -        99.80   (+/-2cm)     327.4    (feet)  VERTCON   
 BY0370  ___________________________________________________________________
 BY0370  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BY0370
 BY0370  VERT ORDER  -  THIRD (See Below)
 BY0370
 BY0370.The horizontal coordinates were scaled from a topographic map and have
 BY0370.an estimated accuracy of +/- 6 seconds.
 BY0370
 BY0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0370.The vertical order pertains to the NGVD 29 superseded value.
 BY0370
 BY0370.The geoid height was determined by GEOID03.
 BY0370
 BY0370;                    North         East    Units  Estimated Accuracy
 BY0370;SPC TX C     - 3,209,130.    1,285,280.      MT  (+/- 180 meters Scaled)
 BY0370
 BY0370                          SUPERSEDED SURVEY CONTROL
 BY0370
 BY0370  NGVD 29 (01/29/03)   99.83   (m)          327.5    (f) RESET       3  
 BY0370
 BY0370.Superseded values are not recommended for survey control.
 BY0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0370.See file dsdata.txt to determine how the superseded data were derived.
 BY0370
 BY0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ883753(NAD 83)
 BY0370_MARKER: DB = BENCH MARK DISK
 BY0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0370_STAMPING: E 494 RESET 1974
 BY0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0370+STABILITY: SURFACE MOTION
 BY0370
 BY0370  HISTORY     - Date     Condition        Report By
 BY0370  HISTORY     - 1974     MONUMENTED       NGS
 BY0370
 BY0370                          STATION DESCRIPTION
 BY0370
 BY0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BY0370'9 MI SSW FROM SAN AUGUSTINE.
 BY0370'FROM THE INTERSECTION OF U.S. HIGHWAY 96 AND STATE HIGHWAY 147, WHICH
 BY0370'IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF SAN AUGUSTINE.  GO SOUTHERLY
 BY0370'ON STATE HIGHWAY 147 FOR 7.0 MILES TO THE INTERSECTION OF FARM ROAD
 BY0370'705.  CONTINUE SOUTHERLY ON STATE HWY. 147 FOR 1.1 MILES TO A SIDE
 BY0370'ROAD ON THE LEFT AND MARK ON THE LEFT, IN THE SOUTHEAST ANGLE FORMED
 BY0370'BY THE INTERSECTION OF ROADS.  STANDARD BENCH MARK DISK, SET IN THE
 BY0370'TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS
 BY0370'STAMPED E 494 RESET 1974.  IT IS 367 FEET SOUTHWEST OF THE CENTER OF A
 BY0370'DIRT ROAD, 131 FEET SOUTHEAST OF THE CENTER OF HIGHWAY, 22 FEET
 BY0370'SOUTHEAST OF THE EDGE OF EMBANKMENT OF ROAD-DITCH, 93 FEET NORTHEAST
 BY0370'OF A TRACK WOODS ROAD AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0457 ***********************************************************************
 BY0457  DESIGNATION -  E 495
 BY0457  PID         -  BY0457
 BY0457  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0457  USGS QUAD   -  HARVEY CREEK (1984)
 BY0457
 BY0457                         *CURRENT SURVEY CONTROL
 BY0457  ___________________________________________________________________
 BY0457* NAD 83(1986)-  31 15 44.     (N)    094 11 29.     (W)     SCALED    
 BY0457* NAVD 88     -        74.99   (+/-2cm)     246.0    (feet)  VERTCON   
 BY0457  ___________________________________________________________________
 BY0457  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BY0457
 BY0457  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0457
 BY0457.The horizontal coordinates were scaled from a topographic map and have
 BY0457.an estimated accuracy of +/- 6 seconds.
 BY0457
 BY0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0457.The vertical order pertains to the NGVD 29 superseded value.
 BY0457
 BY0457.The geoid height was determined by GEOID03.
 BY0457
 BY0457;                    North         East    Units  Estimated Accuracy
 BY0457;SPC TX C     - 3,193,020.    1,284,610.      MT  (+/- 180 meters Scaled)
 BY0457
 BY0457                          SUPERSEDED SURVEY CONTROL
 BY0457
 BY0457  NGVD 29 (??/??/92)   75.009  (m)          246.09   (f) ADJ UNCH    2 0
 BY0457
 BY0457.Superseded values are not recommended for survey control.
 BY0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0457.See file dsdata.txt to determine how the superseded data were derived.
 BY0457
 BY0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ865592(NAD 83)
 BY0457_MARKER: DB = BENCH MARK DISK
 BY0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0457_STAMPING: E 495 1949
 BY0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0457+STABILITY: SURFACE MOTION
 BY0457
 BY0457  HISTORY     - Date     Condition        Report By
 BY0457  HISTORY     - 1949     MONUMENTED       CGS
 BY0457
 BY0457                          STATION DESCRIPTION
 BY0457
 BY0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0457'7.7 MI SE FROM BROADDUS.
 BY0457'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0457'BROADDUS, THENCE 4.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BY0457'1.9 MILES SOUTH ALONG FOREST ROAD 311, THENCE 1.0 MILE NORTHEAST ALONG
 BY0457'FOREST ROAD 312, 0.45 MILE SOUTHWEST OF A WOODEN BRIDGE OVER
 BY0457'COMOJELANA CREEK, 34 FEET NORTHWEST OF THE CENTER LINE OF THE FOREST
 BY0457'ROAD, 14 FEET WEST OF AN 18 INCH TRIANGULAR BLAZED OAK TREE, 8 FEET
 BY0457'NORTH OF A 10 INCH TRIANGULAR BLAZED OAK TREE, 2 FEET SOUTH OF A
 BY0457'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 BY0457'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0695 ***********************************************************************
 AY0695  DESIGNATION -  E 496
 AY0695  PID         -  AY0695
 AY0695  STATE/COUNTY-  TX/BEXAR
 AY0695  USGS QUAD   -  CULEBRA HILL (1993)
 AY0695
 AY0695                         *CURRENT SURVEY CONTROL
 AY0695  ___________________________________________________________________
 AY0695* NAD 83(1986)-  29 28 44.     (N)    098 37 38.     (W)     SCALED    
 AY0695* NAVD 88     -       245.934  (meters)     806.87   (feet)  ADJUSTED  
 AY0695  ___________________________________________________________________
 AY0695  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AY0695  DYNAMIC HT  -         245.576 (meters)     805.69  (feet)  COMP
 AY0695  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 AY0695
 AY0695  VERT ORDER  -  FIRST     CLASS II
 AY0695
 AY0695.The horizontal coordinates were scaled from a topographic map and have
 AY0695.an estimated accuracy of +/- 6 seconds.
 AY0695
 AY0695.The orthometric height was determined by differential leveling
 AY0695.and adjusted by the National Geodetic Survey in June 1991..
 AY0695
 AY0695.The geoid height was determined by GEOID03.
 AY0695
 AY0695.The dynamic height is computed by dividing the NAVD 88
 AY0695.geopotential number by the normal gravity value computed on the
 AY0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0695.degrees latitude (g = 980.6199 gals.).
 AY0695
 AY0695.The modeled gravity was interpolated from observed gravity values.
 AY0695
 AY0695;                    North         East    Units  Estimated Accuracy
 AY0695;SPC TXSC     - 4,182,430.      636,150.      MT  (+/- 180 meters Scaled)
 AY0695
 AY0695                          SUPERSEDED SURVEY CONTROL
 AY0695
 AY0695  NGVD 29 (??/??/92)  245.814  (m)          806.47   (f) ADJ UNCH    1 2
 AY0695
 AY0695.Superseded values are not recommended for survey control.
 AY0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0695.See file dsdata.txt to determine how the superseded data were derived.
 AY0695
 AY0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT361611(NAD 83)
 AY0695_MARKER: DB = BENCH MARK DISK
 AY0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0695_STAMPING: E 496 1952
 AY0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0695+STABILITY: SURFACE MOTION
 AY0695
 AY0695  HISTORY     - Date     Condition        Report By
 AY0695  HISTORY     - 1952     MONUMENTED       CGS
 AY0695  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0695  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0695
 AY0695                          STATION DESCRIPTION
 AY0695
 AY0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0695'IN SAN ANTONIO.
 AY0695'AT SAN ANTONIO, 0.8 MILE SOUTHWEST ALONG GRISSEM ROAD FROM THE LEON
 AY0695'VALLEY SCHOOL, THENCE 0.5 MILE SOUTH ALONG A PRIVATE ROAD, 0.1 MILE
 AY0695'SOUTHEAST OF THE RICKS HOME, 17 FEET EAST OF THE CENTER LINE OF THE
 AY0695'ROAD, 30 FEET SOUTHEAST OF A NORTHEAST AND SOUTHWEST FENCE, 2.6 FEET
 AY0695'WEST OF A NORTH AND SOUTH FENCE, SET IN THE TOP OF A CONCRETE POST
 AY0695'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0695
 AY0695                          STATION RECOVERY (1966)
 AY0695
 AY0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0695'MARK NOT FOUND.
 AY0695
 AY0695                          STATION RECOVERY (1999)
 AY0695
 AY0695'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0052 ***********************************************************************
 AY0052  DESIGNATION -  E 498
 AY0052  PID         -  AY0052
 AY0052  STATE/COUNTY-  TX/BEXAR
 AY0052  USGS QUAD   -  LONGHORN (1992)
 AY0052
 AY0052                         *CURRENT SURVEY CONTROL
 AY0052  ___________________________________________________________________
 AY0052* NAD 83(1993)-  29 31 27.47514(N)    098 28 38.83064(W)     ADJUSTED  
 AY0052* NAVD 88     -       245.449  (meters)     805.28   (feet)  POSTED    
 AY0052  ___________________________________________________________________
 AY0052  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AY0052  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AY0052  DYNAMIC HT  -         245.090 (meters)     804.10  (feet)  COMP
 AY0052  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 AY0052
 AY0052  HORZ ORDER  -  SECOND
 AY0052  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0052
 AY0052.This mark is at San Antonio Intl (SAT) Airport (SAT)
 AY0052
 AY0052.The horizontal coordinates were established by classical geodetic methods
 AY0052.and adjusted by the National Geodetic Survey in February 1996..
 AY0052
 AY0052.The orthometric height was determined by differential leveling
 AY0052.and adjusted by the National Geodetic Survey in 1992..
 AY0052.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0052.rate of 1.1 thru 2.0 mm/km.
 AY0052
 AY0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0052
 AY0052.The geoid height was determined by GEOID03.
 AY0052
 AY0052.The dynamic height is computed by dividing the NAVD 88
 AY0052.geopotential number by the normal gravity value computed on the
 AY0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0052.degrees latitude (g = 980.6199 gals.).
 AY0052
 AY0052.The modeled gravity was interpolated from observed gravity values.
 AY0052
 AY0052;                    North         East     Units Scale Factor Converg.
 AY0052;SPC TXSC     - 4,187,517.023   650,650.525   MT  0.99986869   +0 15 21.6
 AY0052;SPC TXSC     -13,738,545.43  2,134,675.93   sFT  0.99986869   +0 15 21.6
 AY0052;UTM  14      - 3,266,189.482   550,637.446   MT  0.99963164   +0 15 27.0
 AY0052
 AY0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0052!SPC TXSC     -   0.99996544  x   0.99986869  =   0.99983413
 AY0052!UTM  14      -   0.99996544  x   0.99963164  =   0.99959709
 AY0052
 AY0052|---------------------------------------------------------------------|
 AY0052| PID    Reference Object                     Distance      Geod. Az  |
 AY0052|                                                           dddmmss.s |
 AY0052| CV3782 E 498 RM 1                                         00204     |
 AY0052| AY1813 SAN ANTONIO INTL APT CON TR BN      APPROX. 0.6 KM 0371921.0 |
 AY0052| CV3781 E 498 AZ MK                                        0840910.1 |
 AY0052|---------------------------------------------------------------------|
 AY0052
 AY0052                          SUPERSEDED SURVEY CONTROL
 AY0052
 AY0052  NAD 83(1986)-  29 31 27.48011(N)    098 28 38.81320(W) AD(       ) 2
 AY0052  NAD 27      -  29 31 26.65300(N)    098 28 37.75100(W) AD(       ) 2
 AY0052  NGVD 29 (??/??/92)  245.302  (m)          804.79   (f) ADJ UNCH    1 2
 AY0052
 AY0052.Superseded values are not recommended for survey control.
 AY0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0052.See file dsdata.txt to determine how the superseded data were derived.
 AY0052
 AY0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5063766189(NAD 83)
 AY0052_MARKER: DB = BENCH MARK DISK
 AY0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0052_STAMPING: E 498 RESET 1969
 AY0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0052+STABILITY: SURFACE MOTION
 AY0052
 AY0052  HISTORY     - Date     Condition        Report By
 AY0052  HISTORY     - 1953     MONUMENTED       CGS
 AY0052  HISTORY     - 1955     GOOD             CGS
 AY0052  HISTORY     - 1960     GOOD             CGS
 AY0052  HISTORY     - 1965     GOOD             CGS
 AY0052  HISTORY     - 1971     GOOD             NGS
 AY0052  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0052
 AY0052                          STATION DESCRIPTION
 AY0052
 AY0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0052'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF THE CENTER OF
 AY0052'SAN ANTONIO AT THE SOUTH ENTRANCE OF THE SAN ANTONIO MUNICIPAL
 AY0052'AIRPORT.
 AY0052'
 AY0052'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 281 AND LOOP 13,
 AY0052'WHICH IS ABOUT 6.5 MILES NORTH OF THE CENTER OF SAN ANTONIO,
 AY0052'BY GOING EAST ON LOOP 13 FOR 1.6 MILES TO THE ENTRANCE TO THE
 AY0052'AIRPORT ON THE LEFT.  TURN LEFT ON AIRPORT BOULEVARD AND GO
 AY0052'0.25 MILE TO A FORK AND SIDE ROAD RIGHT AND THE STATION ON
 AY0052'THE LEFT.
 AY0052'
 AY0052'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON THE
 AY0052'ABOVE MENTIONED SIDE ROAD RIGHT FOR 0.2 MILE TO THE AZIMUTH
 AY0052'MARK ON THE LEFT.
 AY0052'
 AY0052'THE STATION MARK, A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 AY0052'SET IN A CYLINDRICAL CONCRETE MONUMENT, STAMPED E 498 1953 IS 150
 AY0052'FEET WEST OF THE CENTER OF AIRPORT BOULEVARD, 12 FEET NORTH
 AY0052'OF A LANE LEADING TO A SMALL FRAME HOUSE, 3 FEET EAST OF A
 AY0052'FENCE, AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS
 AY0052'5 INCHES.
 AY0052'
 AY0052'THE REFERENCE MARK, A 1/2-INCH STEEL ROD SET IN A 2 FOOT
 AY0052'CONCRETE CYLINDRICAL MONUMENT, NOT STAMPED, IS 3 FEET EAST
 AY0052'OF THE FENCE.  THE CONCRETE MONUMENT IS FLUSH WITH THE GROUND
 AY0052'AND THE STEEL ROD PROJECTS 1 INCH ABOVE THE TOP OF THE MONUMENT.
 AY0052'
 AY0052'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0052'STAMPED E 498 1953 IS 90 FEET WEST OF THE END OF THE DEAD
 AY0052'END STREET LEADING FROM THE BENCH MARK, 44 FEET SOUTH OF
 AY0052'THE SOUTHEAST CORNER OF A SERVICE STATION, AND 15 FEET NORTH
 AY0052'OF THE CENTER OF THE DEAD END STREET.  THE MARK IS FLUSH
 AY0052'WITH THE GROUND.
 AY0052
 AY0052                          STATION RECOVERY (1955)
 AY0052
 AY0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 AY0052'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 AY0052'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTION--STATION
 AY0052'IS THREE FEET WEST OF FENCE.
 AY0052
 AY0052                          STATION RECOVERY (1960)
 AY0052
 AY0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AY0052'THE STATION, REFERENCE MARK, AND AZIMUTH MARK WERE RECOVERED
 AY0052'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS OBSOLETE.  A
 AY0052'NEW DESCRIPTION FOLLOWS--
 AY0052'
 AY0052'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF THE CENTER
 AY0052'OF SAN ANTONIO, ABOUT 0.4 MILE SOUTHWEST OF THE TERMINAL
 AY0052'BUILDING AT THE SAN ANTONIO INTERNATIONAL AIRPORT.
 AY0052'
 AY0052'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 281 AND LOOP 13,
 AY0052'WHICH IS ABOUT 6.5 MILES NORTH OF THE CENTER OF SAN ANTONIO,
 AY0052'BY GOING EAST ON LOOP 13 FOR 1.3 MILES TO THE ENTRANCE TO
 AY0052'THE AIRPORT ON THE LEFT.  TURN LEFT AND PROCEED NORTH ON AIRPORT
 AY0052'BOULEVARD FOR 0.25 MILE TO THE STATION SITE ON THE LEFT.
 AY0052'
 AY0052'THE STATION IS 167 FT. NORTHWEST OF THE CENTERLINE OF AIRPORT
 AY0052'BOULEVARD.  84 FT. WEST OF A DIRT ROAD LEADING NORTH TO THE
 AY0052'HOWARD HANGAR.  77-1/2 FT. NORTH OF THE CENTERLINE OF A
 AY0052'GRAVEL ROAD LEADING WEST TO THE AIR SURVEILLANCE RADAR TOWER.
 AY0052'186 FT. WEST OF A METAL LIGHT POLE.  110-1/2 FT. SOUTH OF THE
 AY0052'SOUTH END OF A FENCE.  IN A GRASSY FIELD.  A STANDARD C AND GS
 AY0052'BENCH MARK DISK, STAMPED E 498 1953, SET IN THE TOP OF A
 AY0052'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 AY0052'
 AY0052'THE REFERENCE MARK IS 35.76 FT. NORTH OF THE STATION.  IT IS
 AY0052'A 1/2-INCH STEEL ROD SET IN A 2-FT. DIAMETER CONCRETE MONUMENT.
 AY0052'THE FIGURES B.M. EL. 804.53 ARE INSCRIBED IN THE TOP OF THE
 AY0052'MONUMENT.  THE CONCRETE MONUMENT IS FLUSH WITH THE GROUND
 AY0052'AND THE STEEL ROD PROJECTS ABOUT 1 INCH ABOVE THE MONUMENT,
 AY0052'BUT IS SLIGHTLY BENT.
 AY0052'
 AY0052'THE AZIMUTH MARK IS 80-1/2 FT. WNW OF THE INTERSECTION OF
 AY0052'THE CENTERLINES OF N. TERMINAL DRIVE AND S. TERMINAL DRIVE,
 AY0052'58.8 FT. SSE OF THE SOUTHWEST CORNER OF A GAS STATION, AND 5.6
 AY0052'FT. NORTH OF THE NORTH EDGE OF S. TERMINAL DRIVE.  A STANDARD
 AY0052'DISK, STAMPED E 498 1953, SET IN THE TOP OF A CONCRETE MONUMENT
 AY0052'WHICH IS IN A GRASSY PARKING STRIP, ABOUT 1/2 INCH BELOW THE
 AY0052'GRASS.
 AY0052'
 AY0052'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF AIRPORT BOULEVARD
 AY0052'AND S. TERMINAL DRIVE (WHICH IS JUST NORTHEAST OF THE STATION),
 AY0052'PROCEED EAST ON S. TERMINAL DRIVE FOR 0.2 MILE TO THE AZIMUTH
 AY0052'MARK ON THE LEFT.
 AY0052
 AY0052                          STATION RECOVERY (1965)
 AY0052
 AY0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 AY0052'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 AY0052'
 AY0052'THE REFERENCE MARK HAS BEEN DISTURBED AND WILL BE DESTROYED
 AY0052'BY ROAD CONSTRUCTION IN THE NEAR FUTURE.  THE OLD ROUTE TO
 AY0052'THE STATION IS ADEQUATE, BUT THE STATION MARK DESCRIPTION IS NOW
 AY0052'OBSOLETE.  NEW DISTANCES FOLLOW.
 AY0052'
 AY0052'STATION IS 171 FEET WEST OF A STEEL STREET LIGHT POST, 105
 AY0052'FEET SOUTH OF THE SOUTH END OF A STEEL FENCE, 93 FEET NORTH
 AY0052'OF A CORNER POWER LINE POLE, AND IN THE CENTER OF A TRIANGULAR
 AY0052'FENCED-IN AREA.
 AY0052
 AY0052                          STATION RECOVERY (1971)
 AY0052
 AY0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AY0052'IN SAN ANTONIO.
 AY0052'AT SAN ANTONIO, BEXAR COUNTY, 1.2 MILES EAST ALONG LOOP 13 (HARRY
 AY0052'WURZBACH HWY) FROM THE OVERPASS AT THE JUNCTION OF U.S. HIGHWAY 281,
 AY0052'THENCE 0.3 MILE NORTH ALONG AIRPORT BOULEVARD.  AT THE NEW ENTRANCE TO
 AY0052'SAN ANTONIO INTERNATIONAL AIRPORT, 0.2 MILE SOUTHWEST OF THE
 AY0052'ADMINISTRATION BUILDING, APPROXIMATELY 550 FEET ENE OF THE AIR
 AY0052'SURVEILANCE RADAR, LOCATED IN THE GRASS AREA BETWEEN THE TWO ONE-WAY
 AY0052'ROADS MAKING UP AIRPORT BOULEVARD, APPROXIMATELY 20 FEET SOUTH OF THE
 AY0052'EAST-WEST ROAD AND IS EXACTLY HALF WAY BETWEEN THE TWO ONE-WAY ROADS.
 AY0052'A STANDARD DISK, STAMPED E 498 RESET 1969 AND IS SET IN THE TOP OF A
 AY0052'CONCRETE POST PROJECTING 0.1 FT. ABOVE GROUND.
 AY0052
 AY0052                          STATION RECOVERY (1989)
 AY0052
 AY0052'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0053 ***********************************************************************
 AY0053  DESIGNATION -  E 498 RESET 1969
 AY0053  PID         -  AY0053
 AY0053  STATE/COUNTY-  TX/BEXAR
 AY0053  USGS QUAD   -  LONGHORN (1992)
 AY0053
 AY0053                         *CURRENT SURVEY CONTROL
 AY0053  ___________________________________________________________________
 AY0053* NAD 83(1986)-  29 31 25.     (N)    098 28 39.     (W)     SCALED    
 AY0053* NAVD 88     -       244.71   (+/-2cm)     802.9    (feet)  VERTCON   
 AY0053  ___________________________________________________________________
 AY0053  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AY0053
 AY0053  VERT ORDER  -  THIRD (See Below)
 AY0053
 AY0053.This mark is at San Antonio Intl (SAT) Airport (SAT)
 AY0053
 AY0053.The horizontal coordinates were scaled from a topographic map and have
 AY0053.an estimated accuracy of +/- 6 seconds.
 AY0053
 AY0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0053.The vertical order pertains to the NGVD 29 superseded value.
 AY0053
 AY0053.The geoid height was determined by GEOID03.
 AY0053
 AY0053;                    North         East    Units  Estimated Accuracy
 AY0053;SPC TXSC     - 4,187,440.      650,650.      MT  (+/- 180 meters Scaled)
 AY0053
 AY0053                          SUPERSEDED SURVEY CONTROL
 AY0053
 AY0053  NGVD 29 (01/29/03)  244.58   (m)          802.4    (f) RESET       3  
 AY0053
 AY0053.Superseded values are not recommended for survey control.
 AY0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0053.See file dsdata.txt to determine how the superseded data were derived.
 AY0053
 AY0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT506661(NAD 83)
 AY0053_MARKER: DB = BENCH MARK DISK
 AY0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0053_STAMPING: E 498 RESET 1969 802.411
 AY0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0053+STABILITY: SURFACE MOTION
 AY0053
 AY0053  HISTORY     - Date     Condition        Report By
 AY0053  HISTORY     - 1969     MONUMENTED       LOCSUR
 AY0053  HISTORY     - 1975     GOOD             NGS
 AY0053  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0053  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0053
 AY0053                          STATION DESCRIPTION
 AY0053
 AY0053'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 AY0053'1.2 MI E FROM SAN ANTONIO.
 AY0053'ABOUT 1.2 MILES EAST ALONG LOOP (HARRY WURZBACH HIGHWAY) FROM THE
 AY0053'OVERPASS AT THE JUNCTION OF U. S. HIGHWAY 281, THENCE 0.3 MILE NORTH
 AY0053'ALONG AIRPORT BOULEVARD, AT THE NEW ENTRANCE TO THE SAN ANTONIO
 AY0053'INTERNATIONAL AIRPORT, 0.2 MILE SOUTHWEST OF THE ADMINISTRATION
 AY0053'BUILDING, SET IN THE TOP OF A CONCRETE POST IN THE CENTER OF THE
 AY0053'AIRPORT BOULEVARD MEDIAN, 16 FEET SOUTH OF THE SOUTH CURB OF SOUTH
 AY0053'TERMINAL DRIVE, PROJECTING 0.1 FOOT ABVOE THE LEVEL OF THE GROUND.
 AY0053
 AY0053                          STATION RECOVERY (1975)
 AY0053
 AY0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AY0053'RECOVERED IN GOOD CONDITION.
 AY0053
 AY0053                          STATION RECOVERY (1989)
 AY0053
 AY0053'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0053'MARK NOT FOUND.
 AY0053
 AY0053                          STATION RECOVERY (1999)
 AY0053
 AY0053'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1052 ***********************************************************************
 BY1052  DESIGNATION -  E 499
 BY1052  PID         -  BY1052
 BY1052  STATE/COUNTY-  TX/ANGELINA
 BY1052  USGS QUAD   -  PLATT (1980)
 BY1052
 BY1052                         *CURRENT SURVEY CONTROL
 BY1052  ___________________________________________________________________
 BY1052* NAD 83(1986)-  31 26 48.     (N)    094 36 24.     (W)     SCALED    
 BY1052* NAVD 88     -        50.08   (+/-2cm)     164.3    (feet)  VERTCON   
 BY1052  ___________________________________________________________________
 BY1052  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BY1052
 BY1052  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1052
 BY1052.The horizontal coordinates were scaled from a topographic map and have
 BY1052.an estimated accuracy of +/- 6 seconds.
 BY1052
 BY1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1052.The vertical order pertains to the NGVD 29 superseded value.
 BY1052
 BY1052.The geoid height was determined by GEOID03.
 BY1052
 BY1052;                    North         East    Units  Estimated Accuracy
 BY1052;SPC TX C     - 3,211,330.    1,244,070.      MT  (+/- 180 meters Scaled)
 BY1052
 BY1052                          SUPERSEDED SURVEY CONTROL
 BY1052
 BY1052  NGVD 29 (??/??/92)   50.144  (m)          164.51   (f) ADJ UNCH    2 0
 BY1052
 BY1052.Superseded values are not recommended for survey control.
 BY1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1052.See file dsdata.txt to determine how the superseded data were derived.
 BY1052
 BY1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ473802(NAD 83)
 BY1052_MARKER: DB = BENCH MARK DISK
 BY1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1052_STAMPING: E 499 1949
 BY1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1052+STABILITY: SURFACE MOTION
 BY1052
 BY1052  HISTORY     - Date     Condition        Report By
 BY1052  HISTORY     - 1949     MONUMENTED       CGS
 BY1052  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1052
 BY1052                          STATION DESCRIPTION
 BY1052
 BY1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1052'4.3 MI S FROM LACYVILLE.
 BY1052'4.3 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY1052'CROSSING OF A DIRT ROAD AT LACYVILLE, 50.6 FEET WEST OF AND 15.0 FEET
 BY1052'LOWER THAN THE WEST RAIL OF THE TRACK (MEASURED FROM A POINT 483.5
 BY1052'FEET NORTH OF THE SOUTH END OF RAILWAY TRESTLE 139.11 OVER THE
 BY1052'ANGELINA RIVER), 54.3 FEET SOUTH SOUTHWEST OF THE 6TH POLE NORTH OF
 BY1052'MILEPOST 139, 27.5 FEET SOUTH SOUTHEAST OF A 16-INCH BLACK OAK TREE,
 BY1052'1.1 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY1052'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BY1052
 BY1052                          STATION RECOVERY (1998)
 BY1052
 BY1052'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0355 ***********************************************************************
 BM0355  DESIGNATION -  E 5
 BM0355  PID         -  BM0355
 BM0355  STATE/COUNTY-  TX/WILLIAMSON
 BM0355  USGS QUAD   -  TAYLOR (1989)
 BM0355
 BM0355                         *CURRENT SURVEY CONTROL
 BM0355  ___________________________________________________________________
 BM0355* NAD 83(1986)-  30 34 04.     (N)    097 24 28.     (W)     SCALED    
 BM0355* NAVD 88     -       165.97   (+/-2cm)     544.5    (feet)  VERTCON   
 BM0355  ___________________________________________________________________
 BM0355  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BM0355
 BM0355  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0355
 BM0355.The horizontal coordinates were scaled from a topographic map and have
 BM0355.an estimated accuracy of +/- 6 seconds.
 BM0355
 BM0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0355.The vertical order pertains to the NGVD 29 superseded value.
 BM0355
 BM0355.The geoid height was determined by GEOID03.
 BM0355
 BM0355;                    North         East    Units  Estimated Accuracy
 BM0355;SPC TX C     - 3,103,580.      980,600.      MT  (+/- 180 meters Scaled)
 BM0355
 BM0355                          SUPERSEDED SURVEY CONTROL
 BM0355
 BM0355  NGVD 29 (??/??/92)  165.899  (m)          544.29   (f) ADJ UNCH    1 2
 BM0355
 BM0355.Superseded values are not recommended for survey control.
 BM0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0355.See file dsdata.txt to determine how the superseded data were derived.
 BM0355
 BM0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU526827(NAD 83)
 BM0355_MARKER: Q = CHISELED SQUARE
 BM0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0355+STABILITY: SURFACE MOTION
 BM0355
 BM0355  HISTORY     - Date     Condition        Report By
 BM0355  HISTORY     - UNK      MONUMENTED       CGS
 BM0355  HISTORY     - 1938     GOOD             NGS
 BM0355  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0355
 BM0355                          STATION DESCRIPTION
 BM0355
 BM0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0355'IN TAYLOR.
 BM0355'AT TAYLOR, WILLIAMSON COUNTY, IN THE GORE PARK EAST OF THE
 BM0355'INTERNATIONAL-GREAT NORTHERN RAILROAD STATION, AND 84 FEET EAST OF THE
 BM0355'EAST WALL OF THE STATION.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A
 BM0355'STONE POST.  NOTE-- IT WAS REPORTED IN DECEMBER 1938 THAT THE POST WAS
 BM0355'BROKEN OFF ABOUT 12 INCHES BELOW THE GROUND.  THE CENTER OF THE TOP OF
 BM0355'THE REMAINING PORTION OF THE POST WAS USED AS THE BENCH MARK.
 BM0355
 BM0355                          STATION RECOVERY (1999)
 BM0355
 BM0355'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0513 ***********************************************************************
 AM0513  DESIGNATION -  E 5 USE
 AM0513  PID         -  AM0513
 AM0513  STATE/COUNTY-  TX/MATAGORDA
 AM0513  USGS QUAD   -  MATAGORDA SW (1952)
 AM0513
 AM0513                         *CURRENT SURVEY CONTROL
 AM0513  ___________________________________________________________________
 AM0513* NAD 83(1993)-  28 35 52.65914(N)    095 58 45.17329(W)     ADJUSTED  
 AM0513* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 AM0513  ___________________________________________________________________
 AM0513  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AM0513  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AM0513
 AM0513  HORZ ORDER  -  SECOND
 AM0513
 AM0513.The horizontal coordinates were established by classical geodetic methods
 AM0513.and adjusted by the National Geodetic Survey in February 1996..
 AM0513
 AM0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0513
 AM0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0513
 AM0513.The geoid height was determined by GEOID03.
 AM0513
 AM0513;                    North         East     Units Scale Factor Converg.
 AM0513;SPC TXSC     - 4,088,558.879   895,424.732   MT  0.99994532   +1 28 47.7
 AM0513;SPC TXSC     -13,413,880.26  2,937,739.31   sFT  0.99994532   +1 28 47.7
 AM0513;UTM  15      - 3,167,072.414   208,637.335   MT  1.00064781   -1 25 37.3
 AM0513;UTM  14      - 3,167,174.452   795,430.228   MT  1.00067727   +1 26 49.1
 AM0513
 AM0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0513!SPC TXSC     -   1.00000376  x   0.99994532  =   0.99994908
 AM0513!UTM  15      -   1.00000376  x   1.00064781  =   1.00065157
 AM0513!UTM  14      -   1.00000376  x   1.00067727  =   1.00068104
 AM0513
 AM0513                          SUPERSEDED SURVEY CONTROL
 AM0513
 AM0513  NAD 83(1986)-  28 35 52.66697(N)    095 58 45.15427(W) AD(       ) 2
 AM0513  NAD 27      -  28 35 51.68974(N)    095 58 44.27717(W) AD(       ) 2
 AM0513  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 AM0513
 AM0513.Superseded values are not recommended for survey control.
 AM0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0513.See file dsdata.txt to determine how the superseded data were derived.
 AM0513
 AM0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM0863767072(NAD 83)
 AM0513_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AM0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0513+STABILITY: SURFACE MOTION
 AM0513
 AM0513  HISTORY     - Date     Condition        Report By
 AM0513  HISTORY     - 1978     MONUMENTED       DOD
 AM0513
 AM0513                          STATION DESCRIPTION
 AM0513
 AM0513'DESCRIBED BY US DEPARTMENT OF DEFENSE 1978 (JRS)
 AM0513'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF PALACIOS,
 AM0513'5 MILES SOUTH OF MATAGORDA, AND NEAR THE END OF FARM ROAD
 AM0513'2031 IN A SANDY-GRASSY AREA ON COUNTY OWNED PROPERTY.  JUDGE
 AM0513'HUEBNER AND MR. GENE LITCHFIELD WERE CONTACTED FOR
 AM0513'PERMISSION TO USE THE STATION.  MR. LITCHFIELD, TELEPHONE
 AM0513'NUMBER 713-863-7552, LIVES AT BEACH ROAD, MATAGORDA, TEXAS.
 AM0513'
 AM0513'TO REACH FROM THE POST OFFICE IN MATAGORDA, GO SOUTH ON FARM
 AM0513'ROAD 2031 FOR 6.9 MILES TO A CATTLE GUARD AT THE END OF THE
 AM0513'PAVEMENT AND THE STATION ABOUT 225 FEET TO THE SOUTHWEST.
 AM0513'
 AM0513'THE STATION IS A U.S. ARMY CORPS OF ENGINEERS DISK
 AM0513'STAMPED---E-5 71---,
 AM0513'SET INTO THE TOP OF A 22.5-INCH DIAMETER CONCRETE FILLED METAL
 AM0513'DRUM THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS
 AM0513'1 FOOT SOUTH FROM A WOODEN STAKE.
 AM0513'
 AM0513'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 0.9 METERS.  THIS
 AM0513'STATION USED AS A REFERENCE MARK TO STATION IDOL 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0840 ***********************************************************************
 BZ0840  DESIGNATION -  E 50
 BZ0840  PID         -  BZ0840
 BZ0840  STATE/COUNTY-  TX/BELL
 BZ0840  USGS QUAD   -  NOLANVILLE (1995)
 BZ0840
 BZ0840                         *CURRENT SURVEY CONTROL
 BZ0840  ___________________________________________________________________
 BZ0840* NAD 83(1986)-  31 05 15.     (N)    097 30 09.     (W)     SCALED    
 BZ0840* NAVD 88     -       184.343  (meters)     604.80   (feet)  ADJUSTED  
 BZ0840  ___________________________________________________________________
 BZ0840  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BZ0840  DYNAMIC HT  -         184.098 (meters)     603.99  (feet)  COMP
 BZ0840  MODELED GRAV-     979,308.8   (mgal)                       NAVD 88
 BZ0840
 BZ0840  VERT ORDER  -  FIRST     CLASS II
 BZ0840
 BZ0840.The horizontal coordinates were scaled from a topographic map and have
 BZ0840.an estimated accuracy of +/- 6 seconds.
 BZ0840
 BZ0840.The orthometric height was determined by differential leveling
 BZ0840.and adjusted by the National Geodetic Survey in June 1991..
 BZ0840.WARNING-Repeat measurements at this control monument indicate possible
 BZ0840.vertical movement.
 BZ0840
 BZ0840.The geoid height was determined by GEOID03.
 BZ0840
 BZ0840.The dynamic height is computed by dividing the NAVD 88
 BZ0840.geopotential number by the normal gravity value computed on the
 BZ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0840.degrees latitude (g = 980.6199 gals.).
 BZ0840
 BZ0840.The modeled gravity was interpolated from observed gravity values.
 BZ0840
 BZ0840;                    North         East    Units  Estimated Accuracy
 BZ0840;SPC TX C     - 3,160,940.      970,050.      MT  (+/- 180 meters Scaled)
 BZ0840
 BZ0840                          SUPERSEDED SURVEY CONTROL
 BZ0840
 BZ0840  NGVD 29 (??/??/92)  184.273  (m)          604.57   (f) ADJ UNCH    1 2
 BZ0840
 BZ0840.Superseded values are not recommended for survey control.
 BZ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0840.See file dsdata.txt to determine how the superseded data were derived.
 BZ0840
 BZ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV428402(NAD 83)
 BZ0840_MARKER: DB = BENCH MARK DISK
 BZ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0840_STAMPING: E 50 1953
 BZ0840_MARK LOGO: CGS   
 BZ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0840+STABILITY: SURFACE MOTION
 BZ0840
 BZ0840  HISTORY     - Date     Condition        Report By
 BZ0840  HISTORY     - 1953     MONUMENTED       CGS
 BZ0840  HISTORY     - 1983     POOR             NGS
 BZ0840
 BZ0840                          STATION DESCRIPTION
 BZ0840
 BZ0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0840'2.8 MI W FROM BELTON.
 BZ0840'2.8 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0840'STATION AT BELTON, BELL COUNTY, 10 POLES WEST OF MILEPOST 229, 45.8
 BZ0840'FEET NORTH OF THE NORTH RAIL, 39 FEET WEST OF THE CENTER OF A STEEL
 BZ0840'GATE, 1.7 FEET SOUTH OF THE FENCE, AND 3 FEET WEST OF A WHITE WOODEN
 BZ0840'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 BZ0840'FOOT ABOVE GROUND.
 BZ0840
 BZ0840                          STATION RECOVERY (1983)
 BZ0840
 BZ0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0840'RECOVERED IN POOR CONDITION.  ADD, 8.8 METERS (28.9 FT) WEST OF A
 BZ0840'FENCE CORNER AND 0.6 METER (2.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 BZ0840'NOTE, THE MARK HAS BEEN HIT AND IS LEADING TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0643 ***********************************************************************
 BL0643  DESIGNATION -  E 501
 BL0643  PID         -  BL0643
 BL0643  STATE/COUNTY-  TX/POLK
 BL0643  USGS QUAD   -  CAMDEN (1984)
 BL0643
 BL0643                         *CURRENT SURVEY CONTROL
 BL0643  ___________________________________________________________________
 BL0643* NAD 83(1986)-  30 58 05.     (N)    094 44 16.     (W)     SCALED    
 BL0643* NAVD 88     -        73.85   (+/-2cm)     242.3    (feet)  VERTCON   
 BL0643  ___________________________________________________________________
 BL0643  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL0643
 BL0643  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0643
 BL0643.The horizontal coordinates were scaled from a topographic map and have
 BL0643.an estimated accuracy of +/- 6 seconds.
 BL0643
 BL0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0643.The vertical order pertains to the NGVD 29 superseded value.
 BL0643
 BL0643.The geoid height was determined by GEOID03.
 BL0643
 BL0643;                    North         East    Units  Estimated Accuracy
 BL0643;SPC TX C     - 3,157,710.    1,234,290.      MT  (+/- 180 meters Scaled)
 BL0643
 BL0643                          SUPERSEDED SURVEY CONTROL
 BL0643
 BL0643  NGVD 29 (??/??/92)   73.870  (m)          242.36   (f) ADJ UNCH    2 0
 BL0643
 BL0643.Superseded values are not recommended for survey control.
 BL0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0643.See file dsdata.txt to determine how the superseded data were derived.
 BL0643
 BL0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ340273(NAD 83)
 BL0643_MARKER: DB = BENCH MARK DISK
 BL0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0643_SP_SET: CULVERT
 BL0643_STAMPING: E 501 1949
 BL0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0643
 BL0643  HISTORY     - Date     Condition        Report By
 BL0643  HISTORY     - 1949     MONUMENTED       CGS
 BL0643  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0643
 BL0643                          STATION DESCRIPTION
 BL0643
 BL0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0643'3.6 MI SE FROM PLUCK.
 BL0643'2.7 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK,
 BL0643'THENCE 0.9 MILE SOUTHEAST ALONG U. S. HIGHWAY NO. 287, SET IN THE EAST
 BL0643'END OF THE SOUTH HEADWALL OF A 3-CHANNEL CONCRETE CULVERT, 18.7 FEET
 BL0643'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6.0 FEET EAST OF THE CENTER
 BL0643'LINE OF THE CULVERT, 1.0 FOOT WEST OF THE EAST END OF THE HEADWALL,
 BL0643'1.0 FOOT BELOW ROAD LEVEL.
 BL0643
 BL0643                          STATION RECOVERY (1997)
 BL0643
 BL0643'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0644 ***********************************************************************
 BL0644  DESIGNATION -  E 501 RESET 1964
 BL0644  PID         -  BL0644
 BL0644  STATE/COUNTY-  TX/POLK
 BL0644  USGS QUAD   -  CAMDEN (1984)
 BL0644
 BL0644                         *CURRENT SURVEY CONTROL
 BL0644  ___________________________________________________________________
 BL0644* NAD 83(1986)-  30 58 06.     (N)    094 44 16.     (W)     SCALED    
 BL0644* NAVD 88     -        74.37   (+/-2cm)     244.0    (feet)  VERTCON   
 BL0644  ___________________________________________________________________
 BL0644  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL0644
 BL0644  VERT ORDER  -  THIRD (See Below)
 BL0644
 BL0644.The horizontal coordinates were scaled from a topographic map and have
 BL0644.an estimated accuracy of +/- 6 seconds.
 BL0644
 BL0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0644.The vertical order pertains to the NGVD 29 superseded value.
 BL0644
 BL0644.The geoid height was determined by GEOID03.
 BL0644
 BL0644;                    North         East    Units  Estimated Accuracy
 BL0644;SPC TX C     - 3,157,740.    1,234,290.      MT  (+/- 180 meters Scaled)
 BL0644
 BL0644                          SUPERSEDED SURVEY CONTROL
 BL0644
 BL0644  NGVD 29 (01/29/03)   74.39   (m)          244.1    (f) RESET       3  
 BL0644
 BL0644.Superseded values are not recommended for survey control.
 BL0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0644.See file dsdata.txt to determine how the superseded data were derived.
 BL0644
 BL0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ340273(NAD 83)
 BL0644_MARKER: DB = BENCH MARK DISK
 BL0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0644_STAMPING: E 501 RESET 1964
 BL0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0644+STABILITY: SURFACE MOTION
 BL0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0644+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 BL0644
 BL0644  HISTORY     - Date     Condition        Report By
 BL0644  HISTORY     - 1964     MONUMENTED       CGS
 BL0644  HISTORY     - 1990     GOOD             USPSQD
 BL0644  HISTORY     - 20050709 GOOD             USPSQD
 BL0644
 BL0644                          STATION DESCRIPTION
 BL0644
 BL0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BL0644'5.9 MI SE FROM CORRIGAN.
 BL0644'ABOUT 5.9 MILES SOUTHEAST ALONG U. S. HIGHWAY 287 FROM THE JUNCTION OF
 BL0644'U. S. HIGHWAYS 59 AND 287 AT CORRIGAN, TO MARK ON THE LEFT.  72 FEET
 BL0644'NORTH OF THE CENTER LINE OF HIGHWAY, 33 FEET EAST OF THE CENTER OF A
 BL0644'BLADED ROAD, 280 FEET NORTHWEST OF A CULVERT THAT IS UNDER THE HIGHWAY
 BL0644'(MEASURED ALONG THE FENCELINE), 1 FOOT WEST OF A METAL WITNESS POST,
 BL0644'AT THE NORTH FENCE LINE, AND AT TEXAS HIGHWAY DEPARTMENT BASE LINE
 BL0644'STATION 802 + 63.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST
 BL0644'WHICH PROJECTS 4 INCHES.
 BL0644
 BL0644                          STATION RECOVERY (1990)
 BL0644
 BL0644'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BL0644'RECOVERED IN GOOD CONDITION.
 BL0644
 BL0644                          STATION RECOVERY (2005)
 BL0644
 BL0644'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0644'GP IS OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0756 ***********************************************************************
 BL0756  DESIGNATION -  E 502
 BL0756  PID         -  BL0756
 BL0756  STATE/COUNTY-  TX/POLK
 BL0756  USGS QUAD   -  SODA (1984)
 BL0756
 BL0756                         *CURRENT SURVEY CONTROL
 BL0756  ___________________________________________________________________
 BL0756* NAD 83(1986)-  30 44 51.     (N)    094 46 26.     (W)     SCALED    
 BL0756* NAVD 88     -       104.30   (+/-2cm)     342.2    (feet)  VERTCON   
 BL0756  ___________________________________________________________________
 BL0756  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0756
 BL0756  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0756
 BL0756.The horizontal coordinates were scaled from a topographic map and have
 BL0756.an estimated accuracy of +/- 6 seconds.
 BL0756
 BL0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0756.The vertical order pertains to the NGVD 29 superseded value.
 BL0756
 BL0756.The geoid height was determined by GEOID03.
 BL0756
 BL0756;                    North         East    Units  Estimated Accuracy
 BL0756;SPC TX C     - 3,133,110.    1,232,070.      MT  (+/- 180 meters Scaled)
 BL0756
 BL0756                          SUPERSEDED SURVEY CONTROL
 BL0756
 BL0756  NGVD 29 (??/??/92)  104.303  (m)          342.20   (f) ADJ UNCH    2 0
 BL0756
 BL0756.Superseded values are not recommended for survey control.
 BL0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0756.See file dsdata.txt to determine how the superseded data were derived.
 BL0756
 BL0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ301029(NAD 83)
 BL0756_MARKER: DB = BENCH MARK DISK
 BL0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0756_STAMPING: E 502 1949
 BL0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0756+STABILITY: SURFACE MOTION
 BL0756
 BL0756  HISTORY     - Date     Condition        Report By
 BL0756  HISTORY     - 1949     MONUMENTED       CGS
 BL0756  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0756  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL0756  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0756
 BL0756                          STATION DESCRIPTION
 BL0756
 BL0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0756'12.0 MI NE FROM LIVINGSTON.
 BL0756'7.7 MILES EAST ALONG U. S. HIGHWAY NO. 190 FROM THE POST OFFICE AT
 BL0756'LIVINGSTON, THENCE, 4.3 MILES NORTHEAST ALONG A DIRT ROAD, AT A
 BL0756'T-JUNCTION OF DIRT ROADS, 37.0 FEET EAST OF THE CENTER LINE OF THE
 BL0756'ROAD LEADING SOUTH, 21.0 FEET SOUTH OF THE CENTER LINE OF THE
 BL0756'EAST-WEST ROAD, 11.2 FEET SOUTHEAST OF A 4-INCH PINE WITH A TRIANGULAR
 BL0756'BLAZE ON THE WEST SIDE OF THE TREE, 7.0 FEET NORTHWEST OF AN 8-INCH
 BL0756'TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 1.5 FEET
 BL0756'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BL0756'0.4 FOOT ABOVE THE GROUND.  NOTE-- AREA IS NOW LEVELED AND IS A TREE
 BL0756'FARM.
 BL0756
 BL0756                          STATION RECOVERY (1977)
 BL0756
 BL0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0756'MARK NOT FOUND.
 BL0756
 BL0756                          STATION RECOVERY (1989)
 BL0756
 BL0756'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BL0756'MARK NOT FOUND.
 BL0756
 BL0756                          STATION RECOVERY (1997)
 BL0756
 BL0756'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0693 ***********************************************************************
 BL0693  DESIGNATION -  E 503
 BL0693  PID         -  BL0693
 BL0693  STATE/COUNTY-  TX/TYLER
 BL0693  USGS QUAD   -  CAMDEN (1984)
 BL0693
 BL0693                         *CURRENT SURVEY CONTROL
 BL0693  ___________________________________________________________________
 BL0693* NAD 83(1986)-  30 58 44.     (N)    094 37 58.     (W)     SCALED    
 BL0693* NAVD 88     -        70.83   (+/-2cm)     232.4    (feet)  VERTCON   
 BL0693  ___________________________________________________________________
 BL0693  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL0693
 BL0693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0693
 BL0693.The horizontal coordinates were scaled from a topographic map and have
 BL0693.an estimated accuracy of +/- 6 seconds.
 BL0693
 BL0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0693.The vertical order pertains to the NGVD 29 superseded value.
 BL0693
 BL0693.The geoid height was determined by GEOID03.
 BL0693
 BL0693;                    North         East    Units  Estimated Accuracy
 BL0693;SPC TX C     - 3,159,410.    1,244,250.      MT  (+/- 180 meters Scaled)
 BL0693
 BL0693                          SUPERSEDED SURVEY CONTROL
 BL0693
 BL0693  NGVD 29 (??/??/92)   70.844  (m)          232.43   (f) ADJ UNCH    2 0
 BL0693
 BL0693.Superseded values are not recommended for survey control.
 BL0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0693.See file dsdata.txt to determine how the superseded data were derived.
 BL0693
 BL0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ440284(NAD 83)
 BL0693_MARKER: DB = BENCH MARK DISK
 BL0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0693_STAMPING: E 503 1949
 BL0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0693+STABILITY: SURFACE MOTION
 BL0693
 BL0693  HISTORY     - Date     Condition        Report By
 BL0693  HISTORY     - 1949     MONUMENTED       CGS
 BL0693
 BL0693                          STATION DESCRIPTION
 BL0693
 BL0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0693'3.7 MI NE FROM BARNUM.
 BL0693'3.7 MILES NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT BARNUM,
 BL0693'1.05 MILES NORTHEAST OF THE POLK AND TYLER COUNTY LINE, 0.45 MILE
 BL0693'NORTHEAST OF THE PURE OIL CO. PIPE LINE, AT AN OLD FARMHOUSE SITE,
 BL0693'28.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 12.0 FEET
 BL0693'SOUTHEAST OF THE CENTER LINE OF A FAINT ROAD LEADING NORTHEAST TO THE
 BL0693'OLD SITE, 14.0 FEET NORTHEAST OF A 6-INCH PINE WITH A TRIANGULAR BLAZE
 BL0693'ON THE SOUTHEAST SIDE OF THE TREE, 1.3 FEET SOUTHWEST OF A REFERENCE
 BL0693'POST, SET IN THE TOP OF A CONCRETE POST PROJECING 0.4 FOOT ABOVE THE
 BL0693'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0154 ***********************************************************************
 BL0154  DESIGNATION -  E 504
 BL0154  PID         -  BL0154
 BL0154  STATE/COUNTY-  TX/TYLER
 BL0154  USGS QUAD   -  BOGGY LAKE (1984)
 BL0154
 BL0154                         *CURRENT SURVEY CONTROL
 BL0154  ___________________________________________________________________
 BL0154* NAD 83(1986)-  30 59 54.     (N)    094 19 09.     (W)     SCALED    
 BL0154* NAVD 88     -        70.04   (+/-2cm)     229.8    (feet)  VERTCON   
 BL0154  ___________________________________________________________________
 BL0154  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BL0154
 BL0154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0154
 BL0154.The horizontal coordinates were scaled from a topographic map and have
 BL0154.an estimated accuracy of +/- 6 seconds.
 BL0154
 BL0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0154.The vertical order pertains to the NGVD 29 superseded value.
 BL0154
 BL0154.The geoid height was determined by GEOID03.
 BL0154
 BL0154;                    North         East    Units  Estimated Accuracy
 BL0154;SPC TX C     - 3,163,140.    1,274,040.      MT  (+/- 180 meters Scaled)
 BL0154
 BL0154                          SUPERSEDED SURVEY CONTROL
 BL0154
 BL0154  NGVD 29 (??/??/92)   70.046  (m)          229.81   (f) ADJ UNCH    2 0
 BL0154
 BL0154.Superseded values are not recommended for survey control.
 BL0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0154.See file dsdata.txt to determine how the superseded data were derived.
 BL0154
 BL0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ740301(NAD 83)
 BL0154_MARKER: DB = BENCH MARK DISK
 BL0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0154_STAMPING: E 504 1949
 BL0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0154+STABILITY: SURFACE MOTION
 BL0154
 BL0154  HISTORY     - Date     Condition        Report By
 BL0154  HISTORY     - 1949     MONUMENTED       CGS
 BL0154
 BL0154                          STATION DESCRIPTION
 BL0154
 BL0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0154'4.6 MI E FROM ROCKLAND.
 BL0154'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BL0154'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BL0154'DIRT ROAD, THENCE 1.6 MILES SOUTHEAST ALONG A DIRT ROAD, 310 FEET
 BL0154'SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING NORTHEAST, 32 FEET
 BL0154'NORTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTHEAST, 19 FEET
 BL0154'SOUTHWEST OF THE CENTER LINE OF A FIELD ROAD, 10 FEET SOUTH OF A 6
 BL0154'INCH TRIANGULAR BLAZED PINE TREE, 1.3 FEET NORTHWEST OF A WITNESS
 BL0154'POST, 102 FEET NORTHWEST OF A POWER POLE, SET IN THE TOP OF A CONCRETE
 BL0154'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0079 ***********************************************************************
 BL0079  DESIGNATION -  E 506
 BL0079  PID         -  BL0079
 BL0079  STATE/COUNTY-  TX/TYLER
 BL0079  USGS QUAD   -  WOODVILLE (1984)
 BL0079
 BL0079                         *CURRENT SURVEY CONTROL
 BL0079  ___________________________________________________________________
 BL0079* NAD 83(1986)-  30 49 38.     (N)    094 29 24.     (W)     SCALED    
 BL0079* NAVD 88     -        90.98   (+/-2cm)     298.5    (feet)  VERTCON   
 BL0079  ___________________________________________________________________
 BL0079  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL0079
 BL0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0079
 BL0079.The horizontal coordinates were scaled from a topographic map and have
 BL0079.an estimated accuracy of +/- 6 seconds.
 BL0079
 BL0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0079.The vertical order pertains to the NGVD 29 superseded value.
 BL0079
 BL0079.The geoid height was determined by GEOID03.
 BL0079
 BL0079;                    North         East    Units  Estimated Accuracy
 BL0079;SPC TX C     - 3,143,330.    1,258,750.      MT  (+/- 180 meters Scaled)
 BL0079
 BL0079                          SUPERSEDED SURVEY CONTROL
 BL0079
 BL0079  NGVD 29 (??/??/92)   90.98   (m)          298.5    (f) COMPUTED    2 0
 BL0079
 BL0079.Superseded values are not recommended for survey control.
 BL0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0079.See file dsdata.txt to determine how the superseded data were derived.
 BL0079
 BL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ574114(NAD 83)
 BL0079_MARKER: DB = BENCH MARK DISK
 BL0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0079_STAMPING: E 506 1949
 BL0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0079+STABILITY: SURFACE MOTION
 BL0079
 BL0079  HISTORY     - Date     Condition        Report By
 BL0079  HISTORY     - 1949     MONUMENTED       CGS
 BL0079  HISTORY     - 1953     POOR             TXHD
 BL0079
 BL0079                          STATION DESCRIPTION
 BL0079
 BL0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0079'6.0 MI NW FROM WOODVILLE.
 BL0079'6.0 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 287 FROM THE COURT HOUSE AT
 BL0079'WOODVILLE, ON THE SOUTHEAST SLOPE OF A HILL, 0.5 MILE NORTHWEST OF A
 BL0079'ROADSIDE SPRING AT A PARK, ABOUT 75 YARDS SOUTHEAST OF A SIDE ROAD
 BL0079'LEADING SOUTHWEST, 0.1 MILE NORTHWEST OF BRIDGE NO. S 21. T 57, 36.0
 BL0079'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET SOUTHEAST
 BL0079'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BL0079'FOOT ABOVE THE GROUND.
 BL0079
 BL0079                          STATION RECOVERY (1953)
 BL0079
 BL0079'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1953
 BL0079'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0080 ***********************************************************************
 BL0080  DESIGNATION -  E 506 RESET 1953
 BL0080  PID         -  BL0080
 BL0080  STATE/COUNTY-  TX/TYLER
 BL0080  USGS QUAD   -  WOODVILLE (1984)
 BL0080
 BL0080                         *CURRENT SURVEY CONTROL
 BL0080  ___________________________________________________________________
 BL0080* NAD 83(1986)-  30 49 38.     (N)    094 29 23.     (W)     SCALED    
 BL0080* NAVD 88     -        90.55   (+/-2cm)     297.1    (feet)  VERTCON   
 BL0080  ___________________________________________________________________
 BL0080  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL0080
 BL0080  VERT ORDER  -  THIRD (See Below)
 BL0080
 BL0080.The horizontal coordinates were scaled from a topographic map and have
 BL0080.an estimated accuracy of +/- 6 seconds.
 BL0080
 BL0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0080.The vertical order pertains to the NGVD 29 superseded value.
 BL0080
 BL0080.The geoid height was determined by GEOID03.
 BL0080
 BL0080;                    North         East    Units  Estimated Accuracy
 BL0080;SPC TX C     - 3,143,330.    1,258,770.      MT  (+/- 180 meters Scaled)
 BL0080
 BL0080                          SUPERSEDED SURVEY CONTROL
 BL0080
 BL0080  NGVD 29 (??/??/??)   90.55   (m)          297.1    (f) RESET       3  
 BL0080
 BL0080.Superseded values are not recommended for survey control.
 BL0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0080.See file dsdata.txt to determine how the superseded data were derived.
 BL0080
 BL0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ575114(NAD 83)
 BL0080_MARKER: DB = BENCH MARK DISK
 BL0080_SETTING: 0 = UNSPECIFIED SETTING
 BL0080_STAMPING: E 506 RESET 1953
 BL0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0080
 BL0080  HISTORY     - Date     Condition        Report By
 BL0080  HISTORY     - 1953     MONUMENTED       TXHD
 BL0080
 BL0080                          STATION DESCRIPTION
 BL0080
 BL0080'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 BL0080'6.0 MI NW FROM WOODVILLE.
 BL0080'6.0 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE COURTHOUSE AT
 BL0080'WOODVILLE, 0.5 MILE NORTHWEST OF A ROADSIDE SPRING AT A PARK, 0.1 MILE
 BL0080'NORTHWEST OF BRIDGE S 21 T 57, ON THE SOUTHEAST SLOPE OF A HILL, 75
 BL0080'YARDS SOUTHEAST OF A ROAD LEADING SOUTHWEST, AND 60 FEET NORTHEAST OF
 BL0080'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0600 ***********************************************************************
 BL0600  DESIGNATION -  E 507
 BL0600  PID         -  BL0600
 BL0600  STATE/COUNTY-  TX/POLK
 BL0600  USGS QUAD   -  HORTENSE (1984)
 BL0600
 BL0600                         *CURRENT SURVEY CONTROL
 BL0600  ___________________________________________________________________
 BL0600* NAD 83(1986)-  30 50 11.     (N)    094 39 08.     (W)     SCALED    
 BL0600* NAVD 88     -       136.10   (+/-2cm)     446.5    (feet)  VERTCON   
 BL0600  ___________________________________________________________________
 BL0600  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL0600
 BL0600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0600
 BL0600.The horizontal coordinates were scaled from a topographic map and have
 BL0600.an estimated accuracy of +/- 6 seconds.
 BL0600
 BL0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0600.The vertical order pertains to the NGVD 29 superseded value.
 BL0600
 BL0600.The geoid height was determined by GEOID03.
 BL0600
 BL0600;                    North         East    Units  Estimated Accuracy
 BL0600;SPC TX C     - 3,143,540.    1,243,200.      MT  (+/- 180 meters Scaled)
 BL0600
 BL0600                          SUPERSEDED SURVEY CONTROL
 BL0600
 BL0600  NGVD 29 (??/??/92)  136.098  (m)          446.51   (f) ADJ UNCH    2 0
 BL0600
 BL0600.Superseded values are not recommended for survey control.
 BL0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0600.See file dsdata.txt to determine how the superseded data were derived.
 BL0600
 BL0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ419126(NAD 83)
 BL0600_MARKER: DB = BENCH MARK DISK
 BL0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0600_STAMPING: E 507 1949
 BL0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0600+STABILITY: SURFACE MOTION
 BL0600
 BL0600  HISTORY     - Date     Condition        Report By
 BL0600  HISTORY     - 1949     MONUMENTED       CGS
 BL0600
 BL0600                          STATION DESCRIPTION
 BL0600
 BL0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0600'12.45 MI SW FROM CHESTER.
 BL0600'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0600'AT CHESTER, THENCE 8.25 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.9
 BL0600'MILE EAST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A WOODS ROAD,
 BL0600'THE BENCH MARK IS ALSO ABOUT 1.0 MILE SOUTH ALONG THE CARTER LUMBER
 BL0600'TRAM FROM BENCH MARK D 507 1949, JUST NORTH OF A POINT WHERE THE WOODS
 BL0600'ROAD LEADS TO THE SOUTHWEST AND AWAY FROM THE TRACK, 53.2 FEET WEST OF
 BL0600'THE WEST RAIL OF THE TRACK, 31.0 FEET WEST OF THE CENTER LINE OF THE
 BL0600'ROAD, 13.5 FEET SOUTHEAST OF A 24-INCH PINE WITH A TRIANGULAR BLAZE ON
 BL0600'THE EAST SIDE OF THE TREE, 8.0 FEET SOUTHWEST OF A 24-INCH PINE WITH A
 BL0600'TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 1.4 FEET NORTHEAST OF A
 BL0600'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0600'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0439 ***********************************************************************
 BY0439  DESIGNATION -  E 508
 BY0439  PID         -  BY0439
 BY0439  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0439  USGS QUAD   -  HARVEY CREEK (1984)
 BY0439
 BY0439                         *CURRENT SURVEY CONTROL
 BY0439  ___________________________________________________________________
 BY0439* NAD 83(1986)-  31 21 30.     (N)    094 09 09.     (W)     SCALED    
 BY0439* NAVD 88     -        78.35   (+/-2cm)     257.1    (feet)  VERTCON   
 BY0439  ___________________________________________________________________
 BY0439  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BY0439
 BY0439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0439
 BY0439.The horizontal coordinates were scaled from a topographic map and have
 BY0439.an estimated accuracy of +/- 6 seconds.
 BY0439
 BY0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0439.The vertical order pertains to the NGVD 29 superseded value.
 BY0439
 BY0439.The geoid height was determined by GEOID03.
 BY0439
 BY0439;                    North         East    Units  Estimated Accuracy
 BY0439;SPC TX C     - 3,203,860.    1,287,720.      MT  (+/- 180 meters Scaled)
 BY0439
 BY0439                          SUPERSEDED SURVEY CONTROL
 BY0439
 BY0439  NGVD 29 (??/??/92)   78.370  (m)          257.12   (f) ADJ UNCH    2 0
 BY0439
 BY0439.Superseded values are not recommended for survey control.
 BY0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0439.See file dsdata.txt to determine how the superseded data were derived.
 BY0439
 BY0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ903698(NAD 83)
 BY0439_MARKER: DB = BENCH MARK DISK
 BY0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0439_STAMPING: E 508 1949
 BY0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0439+STABILITY: SURFACE MOTION
 BY0439
 BY0439  HISTORY     - Date     Condition        Report By
 BY0439  HISTORY     - 1949     MONUMENTED       CGS
 BY0439  HISTORY     - 1952     GOOD             NGS
 BY0439
 BY0439                          STATION DESCRIPTION
 BY0439
 BY0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0439'13.0 MI SW FROM SAN AUGUSTINE.
 BY0439'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0439'SAN AUGUSTINE, THENCE 4.35 MILES SOUTH ALONG FARM ROAD 705, 0.2 MILE
 BY0439'NORTH OF HOLLY GROVE CHURCH, 20 FEET ABOVE THE LEVEL OF THE ROAD, 46
 BY0439'FEET NORTH OF THE CENTER LINE OF A WOODS ROAD LEADING EAST, 74 FEET
 BY0439'EAST OF THE CENTER LINE OF THE FARM ROAD, 19 FEET NORTHWEST OF A 20
 BY0439'INCH TRIANGULAR BLAZED OAK TREE, 1.6 FEET WEST OF A WITNESS POST, SET
 BY0439'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BY0439'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0467 ***********************************************************************
 BY0467  DESIGNATION -  E 509
 BY0467  PID         -  BY0467
 BY0467  STATE/COUNTY-  TX/NACOGDOCHES
 BY0467  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0467
 BY0467                         *CURRENT SURVEY CONTROL
 BY0467  ___________________________________________________________________
 BY0467* NAD 83(1986)-  31 21 12.     (N)    094 24 30.     (W)     SCALED    
 BY0467* NAVD 88     -        90.53   (+/-2cm)     297.0    (feet)  VERTCON   
 BY0467  ___________________________________________________________________
 BY0467  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BY0467
 BY0467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0467
 BY0467.The horizontal coordinates were scaled from a topographic map and have
 BY0467.an estimated accuracy of +/- 6 seconds.
 BY0467
 BY0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0467.The vertical order pertains to the NGVD 29 superseded value.
 BY0467
 BY0467.The geoid height was determined by GEOID03.
 BY0467
 BY0467;                    North         East    Units  Estimated Accuracy
 BY0467;SPC TX C     - 3,201,990.    1,263,440.      MT  (+/- 180 meters Scaled)
 BY0467
 BY0467                          SUPERSEDED SURVEY CONTROL
 BY0467
 BY0467  NGVD 29 (??/??/92)   90.569  (m)          297.14   (f) ADJ UNCH    2 0
 BY0467
 BY0467.Superseded values are not recommended for survey control.
 BY0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0467.See file dsdata.txt to determine how the superseded data were derived.
 BY0467
 BY0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ660696(NAD 83)
 BY0467_MARKER: DB = BENCH MARK DISK
 BY0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0467_STAMPING: E 509 1949
 BY0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0467+STABILITY: SURFACE MOTION
 BY0467
 BY0467  HISTORY     - Date     Condition        Report By
 BY0467  HISTORY     - 1949     MONUMENTED       CGS
 BY0467  HISTORY     - 1968     GOOD             NGS
 BY0467  HISTORY     - 19980919 GOOD             USPSQD
 BY0467
 BY0467                          STATION DESCRIPTION
 BY0467
 BY0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0467'3.15 MI SE FROM ETOILE.
 BY0467'ABOUT 0.85 MILE SOUTH ALONG F.M. HIGHWAY 226 FROM THE POST OFFICE IN
 BY0467'ETOILE TO STATE HIGHWAY 103, THENCE 2.3 MILES SOUTHEAST ALONG F.M.
 BY0467'HIGHWAY 226 TO SITE OF BENCH MARK, AT THE BLUE SPRINGS CEMETERY, ABOUT
 BY0467'25 YARDS SOUTH OF THE HIGHWAY, 59 FEET WEST OF THE NORTHEAST CORNER OF
 BY0467'THE FENCE AROUND THE CEMETERY, 32 FEET EAST OF THE ENTRANCE TO
 BY0467'CEMETERY, 1 FOOT NORTH OF THE FENCE, AND 1 FOOT SOUTH OF A METAL
 BY0467'WITNESS POST.  A C AND GS DISK SET IN A ROUND CONCRETE POST WHICH IS
 BY0467'ABOUT 10 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE SURFACE OF
 BY0467'GROUND.
 BY0467
 BY0467                          STATION RECOVERY (1998)
 BY0467
 BY0467'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0060 ***********************************************************************
 AN0060  DESIGNATION -  E 51
 AN0060  PID         -  AN0060
 AN0060  STATE/COUNTY-  TX/MATAGORDA
 AN0060  USGS QUAD   -  MARKHAM (1995)
 AN0060
 AN0060                         *CURRENT SURVEY CONTROL
 AN0060  ___________________________________________________________________
 AN0060* NAD 83(1986)-  28 54 00.     (N)    096 02 52.     (W)     SCALED    
 AN0060* NAVD 88     -        12.74   (+/-2cm)      41.8    (feet)  VERTCON   
 AN0060  ___________________________________________________________________
 AN0060  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0060
 AN0060  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0060
 AN0060.The horizontal coordinates were scaled from a topographic map and have
 AN0060.an estimated accuracy of +/- 6 seconds.
 AN0060
 AN0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0060.The vertical order pertains to the NGVD 29 superseded value.
 AN0060
 AN0060.The geoid height was determined by GEOID03.
 AN0060
 AN0060;                    North         East    Units  Estimated Accuracy
 AN0060;SPC TXSC     - 4,121,850.      887,880.      MT  (+/- 180 meters Scaled)
 AN0060
 AN0060                          SUPERSEDED SURVEY CONTROL
 AN0060
 AN0060  NGVD 29 (??/??/92)   12.776  (m)           41.92   (f) ADJ UNCH    1 1
 AN0060
 AN0060.Superseded values are not recommended for survey control.
 AN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0060.See file dsdata.txt to determine how the superseded data were derived.
 AN0060
 AN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT878004(NAD 83)
 AN0060_MARKER: DB = BENCH MARK DISK
 AN0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0060_STAMPING: E 51 1918 ELEV. 42.424 FT.
 AN0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0060+STABILITY: SURFACE MOTION
 AN0060
 AN0060  HISTORY     - Date     Condition        Report By
 AN0060  HISTORY     - 1918     MONUMENTED       CGS
 AN0060  HISTORY     - 1972     GOOD             NGS
 AN0060  HISTORY     - 1978     POOR             NGS
 AN0060  HISTORY     - 1991     GOOD             USPSQD
 AN0060  HISTORY     - 19991015 POOR             USPSQD
 AN0060
 AN0060                          STATION DESCRIPTION
 AN0060
 AN0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0060'10.4 MI E FROM BLESSING.
 AN0060'10.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0060'OF THE SOUTHERN PACIFIC RAILROAD AT BLESSING, AT BUCKEYE, AT THE
 AN0060'CROSSING OF FARM ROAD 1468, 95.5 FEET NORTH OF THE NORTH RAIL OF THE
 AN0060'MAIN TRACK, 68 FEET WEST OF THE CENTER LINE OF THE ROAD, 20 FEET WEST
 AN0060'OF A FENCE CORNER, 3.1 FEET WEST OF THE WEST END OF A GATE, IN LINE
 AN0060'WITH THE NORTH RAILROAD RIGHT-OF-WAY FENCE, 1.3 FEET SOUTH OF A
 AN0060'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 AN0060'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AN0060
 AN0060                          STATION RECOVERY (1978)
 AN0060
 AN0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0060'MARK RECOVERED IN POOR CONDITION.
 AN0060
 AN0060                          STATION RECOVERY (1991)
 AN0060
 AN0060'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0060'RECOVERED IN GOOD CONDITION.
 AN0060
 AN0060                          STATION RECOVERY (1999)
 AN0060
 AN0060'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0060'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0425 ***********************************************************************
 AY0425  DESIGNATION -  E 510
 AY0425  PID         -  AY0425
 AY0425  STATE/COUNTY-  TX/BEXAR
 AY0425  USGS QUAD   -  SOUTHTON (1992)
 AY0425
 AY0425                         *CURRENT SURVEY CONTROL
 AY0425  ___________________________________________________________________
 AY0425* NAD 83(1986)-  29 19 05.     (N)    098 26 29.     (W)     SCALED    
 AY0425* NAVD 88     -       166.296  (meters)     545.59   (feet)  ADJUSTED  
 AY0425  ___________________________________________________________________
 AY0425  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AY0425  DYNAMIC HT  -         166.055 (meters)     544.80  (feet)  COMP
 AY0425  MODELED GRAV-     979,190.4   (mgal)                       NAVD 88
 AY0425
 AY0425  VERT ORDER  -  FIRST     CLASS II
 AY0425
 AY0425.The horizontal coordinates were scaled from a topographic map and have
 AY0425.an estimated accuracy of +/- 6 seconds.
 AY0425
 AY0425.The orthometric height was determined by differential leveling
 AY0425.and adjusted by the National Geodetic Survey in June 1991..
 AY0425
 AY0425.The geoid height was determined by GEOID03.
 AY0425
 AY0425.The dynamic height is computed by dividing the NAVD 88
 AY0425.geopotential number by the normal gravity value computed on the
 AY0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0425.degrees latitude (g = 980.6199 gals.).
 AY0425
 AY0425.The modeled gravity was interpolated from observed gravity values.
 AY0425
 AY0425;                    North         East    Units  Estimated Accuracy
 AY0425;SPC TXSC     - 4,164,680.      654,260.      MT  (+/- 180 meters Scaled)
 AY0425
 AY0425                          SUPERSEDED SURVEY CONTROL
 AY0425
 AY0425  NGVD 29 (??/??/92)  166.205  (m)          545.29   (f) ADJ UNCH    1 2
 AY0425
 AY0425.Superseded values are not recommended for survey control.
 AY0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0425.See file dsdata.txt to determine how the superseded data were derived.
 AY0425
 AY0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT542433(NAD 83)
 AY0425_MARKER: DB = BENCH MARK DISK
 AY0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0425_STAMPING: E 510 1953
 AY0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0425+STABILITY: SURFACE MOTION
 AY0425
 AY0425  HISTORY     - Date     Condition        Report By
 AY0425  HISTORY     - 1953     MONUMENTED       CGS
 AY0425  HISTORY     - 1980     GOOD             NGS
 AY0425  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY0425
 AY0425                          STATION DESCRIPTION
 AY0425
 AY0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0425'IN SAN ANTONIO.
 AY0425'AT SAN ANTONIO, 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 181 FROM ITS
 AY0425'JUNCTION WITH LOOP 13, THENCE 0.5 MILE SOUTH ALONG SOUTHTON ROAD,
 AY0425'THENCE 0.5 MILE WEST ALONG VILLAMAIN ROAD, AT THE HOME OF FRED
 AY0425'SCHRIEVER, ON THE INSIDE OF A CURVE IN THE ROAD, 58 FEET SOUTHEAST OF
 AY0425'THE CENTER LINE OF THE ROAD, 29 FEET NORTH OF THE NORTHWEST CORNER OF
 AY0425'THE HOUSE, 13 FEET WEST OF THE CENTER OF A GATE, 2 FEET NORTH OF A
 AY0425'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 AY0425'THE GROUND.
 AY0425
 AY0425                          STATION RECOVERY (1980)
 AY0425
 AY0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0425'RECOVERED IN GOOD CONDITION.
 AY0425
 AY0425                          STATION RECOVERY (1995)
 AY0425
 AY0425'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0070 ***********************************************************************
 GL0070  DESIGNATION -  E 513
 GL0070  PID         -  GL0070
 GL0070  STATE/COUNTY-  TX/HARTLEY
 GL0070  USGS QUAD   -  EXUM (1965)
 GL0070
 GL0070                         *CURRENT SURVEY CONTROL
 GL0070  ___________________________________________________________________
 GL0070* NAD 83(1986)-  36 01 34.     (N)    102 14 35.     (W)     SCALED    
 GL0070* NAVD 88     -      1170.828  (meters)    3841.29   (feet)  ADJUSTED  
 GL0070  ___________________________________________________________________
 GL0070  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 GL0070  DYNAMIC HT  -        1169.477 (meters)    3836.86  (feet)  COMP
 GL0070  MODELED GRAV-     979,438.9   (mgal)                       NAVD 88
 GL0070
 GL0070  VERT ORDER  -  SECOND    CLASS 0
 GL0070
 GL0070.The horizontal coordinates were scaled from a topographic map and have
 GL0070.an estimated accuracy of +/- 6 seconds.
 GL0070
 GL0070.The orthometric height was determined by differential leveling
 GL0070.and adjusted by the National Geodetic Survey in June 1991..
 GL0070
 GL0070.The geoid height was determined by GEOID03.
 GL0070
 GL0070.The dynamic height is computed by dividing the NAVD 88
 GL0070.geopotential number by the normal gravity value computed on the
 GL0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0070.degrees latitude (g = 980.6199 gals.).
 GL0070
 GL0070.The modeled gravity was interpolated from observed gravity values.
 GL0070
 GL0070;                    North         East    Units  Estimated Accuracy
 GL0070;SPC TX N     - 1,225,030.      133,030.      MT  (+/- 180 meters Scaled)
 GL0070
 GL0070                          SUPERSEDED SURVEY CONTROL
 GL0070
 GL0070.No superseded survey control is available for this station.
 GL0070
 GL0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV484903(NAD 83)
 GL0070_MARKER: DB = BENCH MARK DISK
 GL0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0070_STAMPING: E 513 1935
 GL0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0070+STABILITY: SURFACE MOTION
 GL0070
 GL0070  HISTORY     - Date     Condition        Report By
 GL0070  HISTORY     - 1935     MONUMENTED       CGS
 GL0070  HISTORY     - 1943     GOOD             NGS
 GL0070  HISTORY     - 1952     GOOD             NGS
 GL0070
 GL0070                          STATION DESCRIPTION
 GL0070
 GL0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0070'13.7 MI W FROM ETTER.
 GL0070'13.7 MILES WEST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0070'ETTER.  SET BY MILE POST NUMBER 43.15.  100 FEET NORTH OF THE MILE
 GL0070'POST, 52.6 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 1.4 FEET SOUTH
 GL0070'OF THE FENCE, 0.8 FEET SOUTH OF THE REFERENCE POST.
 GL0070
 GL0070                          STATION RECOVERY (1952)
 GL0070
 GL0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1466 ***********************************************************************
 FL1466  DESIGNATION -  E 516
 FL1466  PID         -  FL1466
 FL1466  STATE/COUNTY-  TX/MOORE
 FL1466  USGS QUAD   -  DUMAS NE (1972)
 FL1466
 FL1466                         *CURRENT SURVEY CONTROL
 FL1466  ___________________________________________________________________
 FL1466* NAD 83(1986)-  35 54 27.     (N)    101 46 32.     (W)     SCALED    
 FL1466* NAVD 88     -      1059.876  (meters)    3477.28   (feet)  ADJUSTED  
 FL1466  ___________________________________________________________________
 FL1466  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 FL1466  DYNAMIC HT  -        1058.667 (meters)    3473.31  (feet)  COMP
 FL1466  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 FL1466
 FL1466  VERT ORDER  -  SECOND    CLASS 0
 FL1466
 FL1466.The horizontal coordinates were scaled from a topographic map and have
 FL1466.an estimated accuracy of +/- 6 seconds.
 FL1466
 FL1466.The orthometric height was determined by differential leveling
 FL1466.and adjusted by the National Geodetic Survey in June 1991..
 FL1466
 FL1466.The geoid height was determined by GEOID03.
 FL1466
 FL1466.The dynamic height is computed by dividing the NAVD 88
 FL1466.geopotential number by the normal gravity value computed on the
 FL1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1466.degrees latitude (g = 980.6199 gals.).
 FL1466
 FL1466.The modeled gravity was interpolated from observed gravity values.
 FL1466
 FL1466;                    North         East    Units  Estimated Accuracy
 FL1466;SPC TX N     - 1,211,650.      175,130.      MT  (+/- 180 meters Scaled)
 FL1466
 FL1466                          SUPERSEDED SURVEY CONTROL
 FL1466
 FL1466  NGVD 29 (??/??/92) 1059.356  (m)         3475.57   (f) ADJ UNCH    2 0
 FL1466
 FL1466.Superseded values are not recommended for survey control.
 FL1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1466.See file dsdata.txt to determine how the superseded data were derived.
 FL1466
 FL1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE495772(NAD 83)
 FL1466_MARKER: DB = BENCH MARK DISK
 FL1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1466_STAMPING: E 516 1935
 FL1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1466+STABILITY: SURFACE MOTION
 FL1466
 FL1466  HISTORY     - Date     Condition        Report By
 FL1466  HISTORY     - 1935     MONUMENTED       CGS
 FL1466  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL1466
 FL1466                          STATION DESCRIPTION
 FL1466
 FL1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1466'13.9 MI NE FROM DUMAS.
 FL1466'TO REACH FROM DUMAS COURTHOUSE GO 2.1 MILES NORTH ALONG STATE HIGHWAY
 FL1466'NO. 9, THENCE 3.7 MILES EAST, THENCE 1.0 MILE NORTH, THENCE 7.1 MILES
 FL1466'EAST, ALONG GRADED ROADS.  1.9 MILES EAST OF ROAD INTERSECTION, 74.4
 FL1466'FEET EAST OF INTERSECTION OF FENCES, 29.0 FEET SOUTH OF CENTERLINE OF
 FL1466'GRADED ROAD, 1.0 FEET NORTH OF RIGHT OF WAY FENCE.
 FL1466
 FL1466                          STATION RECOVERY (1971)
 FL1466
 FL1466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0215 ***********************************************************************
 GL0215  DESIGNATION -  E 517
 GL0215  PID         -  GL0215
 GL0215  STATE/COUNTY-  TX/SHERMAN
 GL0215  USGS QUAD   -  STRATFORD (1964)
 GL0215
 GL0215                         *CURRENT SURVEY CONTROL
 GL0215  ___________________________________________________________________
 GL0215* NAD 83(1986)-  36 16 13.     (N)    102 02 52.     (W)     SCALED    
 GL0215* NAVD 88     -      1113.029  (meters)    3651.66   (feet)  ADJUSTED  
 GL0215  ___________________________________________________________________
 GL0215  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 GL0215  DYNAMIC HT  -        1111.794 (meters)    3647.61  (feet)  COMP
 GL0215  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 GL0215
 GL0215  VERT ORDER  -  SECOND    CLASS 0
 GL0215
 GL0215.The horizontal coordinates were scaled from a topographic map and have
 GL0215.an estimated accuracy of +/- 6 seconds.
 GL0215
 GL0215.The orthometric height was determined by differential leveling
 GL0215.and adjusted by the National Geodetic Survey in June 1991..
 GL0215
 GL0215.The geoid height was determined by GEOID03.
 GL0215
 GL0215.The dynamic height is computed by dividing the NAVD 88
 GL0215.geopotential number by the normal gravity value computed on the
 GL0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0215.degrees latitude (g = 980.6199 gals.).
 GL0215
 GL0215.The modeled gravity was interpolated from observed gravity values.
 GL0215
 GL0215;                    North         East    Units  Estimated Accuracy
 GL0215;SPC TX N     - 1,252,010.      150,780.      MT  (+/- 180 meters Scaled)
 GL0215
 GL0215                          SUPERSEDED SURVEY CONTROL
 GL0215
 GL0215.No superseded survey control is available for this station.
 GL0215
 GL0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA652179(NAD 83)
 GL0215_MARKER: DB = BENCH MARK DISK
 GL0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0215_STAMPING: E 517 1935
 GL0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0215+STABILITY: SURFACE MOTION
 GL0215
 GL0215  HISTORY     - Date     Condition        Report By
 GL0215  HISTORY     - 1935     MONUMENTED       CGS
 GL0215  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0215
 GL0215                          STATION DESCRIPTION
 GL0215
 GL0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0215'5.1 MI S FROM STRATFORD.
 GL0215'5.1 MILES SOUTH OF ROCK ISLAND DEPOT BY RAIL. ALONG THE SANTA FE
 GL0215'RAILROAD BETWEEN STRATFORD AND DUMAS, 0.55 MILE NORTH OF SATREN
 GL0215'STATION, AT FIRST ROAD CROSSING NORTH OF STATION.  97.3 FEET WEST OF
 GL0215'WEST RAIL, 37.2 FEET NORTH OF CENTERLINE OF ROAD, AND 2.8 FEET EAST OF
 GL0215'RIGHT OF WAY FENCE.
 GL0215
 GL0215                          STATION RECOVERY (1952)
 GL0215
 GL0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0342 ***********************************************************************
 GK0342  DESIGNATION -  E 518
 GK0342  PID         -  GK0342
 GK0342  STATE/COUNTY-  TX/HUTCHINSON
 GK0342  USGS QUAD   -  MORSE (1974)
 GK0342
 GK0342                         *CURRENT SURVEY CONTROL
 GK0342  ___________________________________________________________________
 GK0342* NAD 83(1986)-  36 03 08.     (N)    101 26 10.     (W)     SCALED    
 GK0342* NAVD 88     -       979.253  (meters)    3212.77   (feet)  ADJUSTED  
 GK0342  ___________________________________________________________________
 GK0342  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 GK0342  DYNAMIC HT  -         978.176 (meters)    3209.23  (feet)  COMP
 GK0342  MODELED GRAV-     979,499.8   (mgal)                       NAVD 88
 GK0342
 GK0342  VERT ORDER  -  SECOND    CLASS 0
 GK0342
 GK0342.The horizontal coordinates were scaled from a topographic map and have
 GK0342.an estimated accuracy of +/- 6 seconds.
 GK0342
 GK0342.The orthometric height was determined by differential leveling
 GK0342.and adjusted by the National Geodetic Survey in June 1991..
 GK0342
 GK0342.The geoid height was determined by GEOID03.
 GK0342
 GK0342.The dynamic height is computed by dividing the NAVD 88
 GK0342.geopotential number by the normal gravity value computed on the
 GK0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0342.degrees latitude (g = 980.6199 gals.).
 GK0342
 GK0342.The modeled gravity was interpolated from observed gravity values.
 GK0342
 GK0342;                    North         East    Units  Estimated Accuracy
 GK0342;SPC TX N     - 1,227,680.      205,760.      MT  (+/- 180 meters Scaled)
 GK0342
 GK0342                          SUPERSEDED SURVEY CONTROL
 GK0342
 GK0342  NGVD 29 (??/??/92)  978.802  (m)         3211.29   (f) ADJ UNCH    2 0
 GK0342
 GK0342.Superseded values are not recommended for survey control.
 GK0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0342.See file dsdata.txt to determine how the superseded data were derived.
 GK0342
 GK0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE805924(NAD 83)
 GK0342_MARKER: DB = BENCH MARK DISK
 GK0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0342_STAMPING: E 518 1935
 GK0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0342+STABILITY: SURFACE MOTION
 GK0342
 GK0342  HISTORY     - Date     Condition        Report By
 GK0342  HISTORY     - 1935     MONUMENTED       CGS
 GK0342  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0342
 GK0342                          STATION DESCRIPTION
 GK0342
 GK0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0342'1.9 MI E FROM MORSE.
 GK0342'IN HUTCHINSON COUNTY, 1.9 MILES EAST ALONG THE SPEARMAN-SUNRAY ROAD
 GK0342'FROM THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, 1.1
 GK0342'MILES SOUTH OF THE STATION AT MORSE, HANSFORD COUNTY, AT THE TOP OF
 GK0342'THE FIRST HILL EAST OF MORSE, 47 FEET SOUTH OF THE CENTERLINE OF THE
 GK0342'ROAD, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK,
 GK0342'STAMPED E 518 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0342
 GK0342                          STATION RECOVERY (1973)
 GK0342
 GK0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1248 ***********************************************************************
 AW1248  DESIGNATION -  E 52
 AW1248  PID         -  AW1248
 AW1248  STATE/COUNTY-  TX/BRAZORIA
 AW1248  USGS QUAD   -  SWEENY (1972)
 AW1248
 AW1248                         *CURRENT SURVEY CONTROL
 AW1248  ___________________________________________________________________
 AW1248* NAD 83(1986)-  29 02 15.     (N)    095 41 52.     (W)     SCALED    
 AW1248* NAVD 88     -        10.49   (+/-2cm)      34.4    (feet)  VERTCON   
 AW1248  ___________________________________________________________________
 AW1248  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW1248
 AW1248  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1248
 AW1248.The horizontal coordinates were scaled from a topographic map and have
 AW1248.an estimated accuracy of +/- 6 seconds.
 AW1248
 AW1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1248.The vertical order pertains to the NGVD 29 superseded value.
 AW1248
 AW1248.The geoid height was determined by GEOID03.
 AW1248
 AW1248;                    North         East    Units  Estimated Accuracy
 AW1248;SPC TXSC     - 4,137,990.      921,570.      MT  (+/- 180 meters Scaled)
 AW1248
 AW1248                          SUPERSEDED SURVEY CONTROL
 AW1248
 AW1248  NGVD 29 (??/??/92)   10.515  (m)           34.50   (f) ADJ UNCH    1 2
 AW1248
 AW1248.Superseded values are not recommended for survey control.
 AW1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1248.See file dsdata.txt to determine how the superseded data were derived.
 AW1248
 AW1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN372151(NAD 83)
 AW1248_MARKER: DB = BENCH MARK DISK
 AW1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1248_STAMPING: E 52 1918 ELEV 34.646 FT
 AW1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1248+STABILITY: SURFACE MOTION
 AW1248
 AW1248  HISTORY     - Date     Condition        Report By
 AW1248  HISTORY     - 1918     MONUMENTED       CGS
 AW1248  HISTORY     - 1967     GOOD             NGS
 AW1248  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW1248  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1248
 AW1248                          STATION DESCRIPTION
 AW1248
 AW1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AW1248'IN SWEENY.
 AW1248'AT THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD (MISSOURI PACIFIC)
 AW1248'RAILWAY STATION IN SWEENY, 6 POLES WEST OF MILEPOST 301, 143 FEET WEST
 AW1248'OF THE SOUTHWEST CORNER OF THE DEPOT, 19 FEET NORTH OF THE NORTH RAIL
 AW1248'OF THE MAIN TRACK, 36.6 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK,
 AW1248'26.6 FEET EAST OF THE NORTHWEST CORNER OF A CONCRETE PLATFORM, 10 FEET
 AW1248'SOUTHEAST OF THE 2ND POLE WEST OF THE RAILROAD STATION, 3 FEET LOWER
 AW1248'THAN THE MAIN TRACK, 3.4 FEET NORTH OF THE NORTH SIDE OF THE CONCRETE
 AW1248'PLATFORM.  A C AND GS DISK SET IN A CONCRETE POST WHICH IS 2.0 FEET
 AW1248'BELOW THE SURFACE OF THE GROUND.
 AW1248
 AW1248                          STATION RECOVERY (1972)
 AW1248
 AW1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW1248'MARK NOT FOUND.
 AW1248
 AW1248                          STATION RECOVERY (1978)
 AW1248
 AW1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1248'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1194 ***********************************************************************
 AY1194  DESIGNATION -  E 520
 AY1194  PID         -  AY1194
 AY1194  STATE/COUNTY-  TX/MEDINA
 AY1194  USGS QUAD   -  TWIN HOLLOW (1969)
 AY1194
 AY1194                         *CURRENT SURVEY CONTROL
 AY1194  ___________________________________________________________________
 AY1194* NAD 83(1986)-  29 35 44.     (N)    099 14 41.     (W)     SCALED    
 AY1194* NAVD 88     -       375.464  (meters)    1231.83   (feet)  POSTED    
 AY1194  ___________________________________________________________________
 AY1194  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AY1194  DYNAMIC HT  -         374.910 (meters)    1230.02  (feet)  COMP
 AY1194  MODELED GRAV-     979,160.1   (mgal)                       NAVD 88
 AY1194
 AY1194  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1194
 AY1194.The horizontal coordinates were scaled from a topographic map and have
 AY1194.an estimated accuracy of +/- 6 seconds.
 AY1194
 AY1194.The orthometric height was determined by differential leveling
 AY1194.and adjusted by the National Geodetic Survey in 1992..
 AY1194.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1194.rate of 0.0 thru 1.0 mm/km.
 AY1194
 AY1194.The geoid height was determined by GEOID03.
 AY1194
 AY1194.The dynamic height is computed by dividing the NAVD 88
 AY1194.geopotential number by the normal gravity value computed on the
 AY1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1194.degrees latitude (g = 980.6199 gals.).
 AY1194
 AY1194.The modeled gravity was interpolated from observed gravity values.
 AY1194
 AY1194;                    North         East    Units  Estimated Accuracy
 AY1194;SPC TXSC     - 4,195,330.      576,300.      MT  (+/- 180 meters Scaled)
 AY1194
 AY1194                          SUPERSEDED SURVEY CONTROL
 AY1194
 AY1194  NGVD 29 (??/??/92)  375.324  (m)         1231.38   (f) ADJ UNCH    2 0
 AY1194
 AY1194.Superseded values are not recommended for survey control.
 AY1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1194.See file dsdata.txt to determine how the superseded data were derived.
 AY1194
 AY1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT763739(NAD 83)
 AY1194_MARKER: DB = BENCH MARK DISK
 AY1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1194_STAMPING: E 520 1953
 AY1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1194+STABILITY: SURFACE MOTION
 AY1194
 AY1194  HISTORY     - Date     Condition        Report By
 AY1194  HISTORY     - 1953     MONUMENTED       CGS
 AY1194  HISTORY     - 1969     GOOD             USGS
 AY1194  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1194  HISTORY     - 19950518 GOOD             USPSQD
 AY1194  HISTORY     - 20030109 GOOD             USPSQD
 AY1194  HISTORY     - 20040124 MARK NOT FOUND   USPSQD
 AY1194  HISTORY     - 20050809 MARK NOT FOUND   USPSQD
 AY1194
 AY1194                          STATION DESCRIPTION
 AY1194
 AY1194'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AY1194'5.0 MI SE FROM TARPLEY.
 AY1194'5.0 MILES SOUTHEAST ALONG FARM ROAD 462 FROM THE POST OFFICE AT
 AY1194'TARPLEY, 60 YARDS SOUTHEAST OF A DIP IN THE ROAD, 40 FEET NORTHWEST OF
 AY1194'THE CENTER LINE OF A PRIVATE ROAD, 11 FEET WEST OF A POWER POLE, 40
 AY1194'FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 2 FEET SOUTHWEST
 AY1194'OF A FENCE, 0.1 MILE NORTHWEST OF A ROAD LEADING SOUTHWEST, SET IN THE
 AY1194'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1194
 AY1194                          STATION RECOVERY (1995)
 AY1194
 AY1194'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1194'MARK NOT FOUND.
 AY1194
 AY1194                          STATION RECOVERY (1995)
 AY1194
 AY1194'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1194'RECOVERED IN GOOD CONDITION.
 AY1194
 AY1194                          STATION RECOVERY (2003)
 AY1194
 AY1194'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1194'RECOVERED IN GOOD CONDITION.
 AY1194
 AY1194                          STATION RECOVERY (2004)
 AY1194
 AY1194'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 AY1194'MARK NOT FOUND.
 AY1194
 AY1194                          STATION RECOVERY (2005)
 AY1194
 AY1194'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1421 ***********************************************************************
 FL1421  DESIGNATION -  E 521
 FL1421  PID         -  FL1421
 FL1421  STATE/COUNTY-  TX/HUTCHINSON
 FL1421  USGS QUAD   -  POLLARD CREEK NE (1974)
 FL1421
 FL1421                         *CURRENT SURVEY CONTROL
 FL1421  ___________________________________________________________________
 FL1421* NAD 83(1986)-  35 57 55.     (N)    101 35 10.     (W)     SCALED    
 FL1421* NAVD 88     -      1018.939  (meters)    3342.97   (feet)  ADJUSTED  
 FL1421  ___________________________________________________________________
 FL1421  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 FL1421  DYNAMIC HT  -        1017.798 (meters)    3339.23  (feet)  COMP
 FL1421  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 FL1421
 FL1421  VERT ORDER  -  SECOND    CLASS 0
 FL1421
 FL1421.The horizontal coordinates were scaled from a topographic map and have
 FL1421.an estimated accuracy of +/- 6 seconds.
 FL1421
 FL1421.The orthometric height was determined by differential leveling
 FL1421.and adjusted by the National Geodetic Survey in June 1991..
 FL1421
 FL1421.The geoid height was determined by GEOID03.
 FL1421
 FL1421.The dynamic height is computed by dividing the NAVD 88
 FL1421.geopotential number by the normal gravity value computed on the
 FL1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1421.degrees latitude (g = 980.6199 gals.).
 FL1421
 FL1421.The modeled gravity was interpolated from observed gravity values.
 FL1421
 FL1421;                    North         East    Units  Estimated Accuracy
 FL1421;SPC TX N     - 1,218,030.      192,230.      MT  (+/- 180 meters Scaled)
 FL1421
 FL1421                          SUPERSEDED SURVEY CONTROL
 FL1421
 FL1421  NGVD 29 (??/??/92) 1018.455  (m)         3341.38   (f) ADJ UNCH    2 0
 FL1421
 FL1421.Superseded values are not recommended for survey control.
 FL1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1421.See file dsdata.txt to determine how the superseded data were derived.
 FL1421
 FL1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE667831(NAD 83)
 FL1421_MARKER: DB = BENCH MARK DISK
 FL1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1421_STAMPING: E 521 1935
 FL1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1421+STABILITY: SURFACE MOTION
 FL1421
 FL1421  HISTORY     - Date     Condition        Report By
 FL1421  HISTORY     - 1935     MONUMENTED       CGS
 FL1421  HISTORY     - 1952     MARK NOT FOUND   NGS
 FL1421
 FL1421                          STATION DESCRIPTION
 FL1421
 FL1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1421'8.37 MI W FROM PRINGLE.
 FL1421'8.37 MILES WEST OF POST OFFICE BY ROAD.  TO REACH FROM PRINGLE POST
 FL1421'OFFICE GO 3.33 MILES WEST, THENCE 1.11 MILES NORTH, THENCE 3.93 MILES
 FL1421'WEST, ALONG GRADED ROADS.  JUST WEST OF DIP IN ROAD, 375 FEET WEST OF
 FL1421'FENCE LINE RUNNING NORTH, 26.5 FEET NORTH OF CENTERLINE OF ROAD, 3.0
 FL1421'FEET SOUTH OF RIGHT OF WAY FENCE.  NOTE-- RD. WORK IN AREA.
 FL1421
 FL1421                          STATION RECOVERY (1952)
 FL1421
 FL1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FL1421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0625 ***********************************************************************
 AY0625  DESIGNATION -  E 525
 AY0625  PID         -  AY0625
 AY0625  STATE/COUNTY-  TX/BEXAR
 AY0625  USGS QUAD   -  CULEBRA HILL (1993)
 AY0625
 AY0625                         *CURRENT SURVEY CONTROL
 AY0625  ___________________________________________________________________
 AY0625* NAD 83(1986)-  29 22 46.     (N)    098 42 35.     (W)     SCALED    
 AY0625* NAVD 88     -       224.145  (meters)     735.38   (feet)  POSTED    
 AY0625  ___________________________________________________________________
 AY0625  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AY0625  DYNAMIC HT  -         223.820 (meters)     734.32  (feet)  COMP
 AY0625  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 AY0625
 AY0625  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0625
 AY0625.The horizontal coordinates were scaled from a topographic map and have
 AY0625.an estimated accuracy of +/- 6 seconds.
 AY0625
 AY0625.The orthometric height was determined by differential leveling
 AY0625.and adjusted by the National Geodetic Survey in 1992..
 AY0625.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0625.rate of 0.0 thru 1.0 mm/km.
 AY0625
 AY0625.The geoid height was determined by GEOID03.
 AY0625
 AY0625.The dynamic height is computed by dividing the NAVD 88
 AY0625.geopotential number by the normal gravity value computed on the
 AY0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0625.degrees latitude (g = 980.6199 gals.).
 AY0625
 AY0625.The modeled gravity was interpolated from observed gravity values.
 AY0625
 AY0625;                    North         East    Units  Estimated Accuracy
 AY0625;SPC TXSC     - 4,171,390.      628,180.      MT  (+/- 180 meters Scaled)
 AY0625
 AY0625                          SUPERSEDED SURVEY CONTROL
 AY0625
 AY0625  NGVD 29 (??/??/92)  224.038  (m)          735.03   (f) ADJ UNCH    1 2
 AY0625
 AY0625.Superseded values are not recommended for survey control.
 AY0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0625.See file dsdata.txt to determine how the superseded data were derived.
 AY0625
 AY0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT281500(NAD 83)
 AY0625_MARKER: DB = BENCH MARK DISK
 AY0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0625_STAMPING: E 525 1953
 AY0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0625+STABILITY: SURFACE MOTION
 AY0625
 AY0625  HISTORY     - Date     Condition        Report By
 AY0625  HISTORY     - 1953     MONUMENTED       CGS
 AY0625  HISTORY     - 1968     GOOD             NGS
 AY0625  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0625  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY0625
 AY0625                          STATION DESCRIPTION
 AY0625
 AY0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AY0625'5.2 MI W FROM SAN ANTONIO.
 AY0625'5.2 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF LOOP 13
 AY0625'(MILITARY DRIVE) AT SAN ANTONIO, BEXAR COUNTY, AT THE JUNCTION OF
 AY0625'CAGNON ROAD, 130 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 100 FEET
 AY0625'EAST OF THE CENTERLINE OF CAGNON ROAD, 2 FEET SOUTHWEST OF A FENCE,
 AY0625'AND 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AY0625'STAMPED E 525 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AY0625'0.5 FOOT ABOVE GROUND.
 AY0625
 AY0625                          STATION RECOVERY (1986)
 AY0625
 AY0625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0625'MARK NOT FOUND.
 AY0625
 AY0625                          STATION RECOVERY (1999)
 AY0625
 AY0625'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0381 ***********************************************************************
 GK0381  DESIGNATION -  E 526
 GK0381  PID         -  GK0381
 GK0381  STATE/COUNTY-  TX/OCHILTREE
 GK0381  USGS QUAD   -  SPEARMAN SE (1973)
 GK0381
 GK0381                         *CURRENT SURVEY CONTROL
 GK0381  ___________________________________________________________________
 GK0381* NAD 83(1986)-  36 05 00.     (N)    101 03 18.     (W)     SCALED    
 GK0381* NAVD 88     -       943.429  (meters)    3095.23   (feet)  ADJUSTED  
 GK0381  ___________________________________________________________________
 GK0381  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 GK0381  DYNAMIC HT  -         942.406 (meters)    3091.88  (feet)  COMP
 GK0381  MODELED GRAV-     979,517.2   (mgal)                       NAVD 88
 GK0381
 GK0381  VERT ORDER  -  SECOND    CLASS 0
 GK0381
 GK0381.The horizontal coordinates were scaled from a topographic map and have
 GK0381.an estimated accuracy of +/- 6 seconds.
 GK0381
 GK0381.The orthometric height was determined by differential leveling
 GK0381.and adjusted by the National Geodetic Survey in June 1991..
 GK0381
 GK0381.The geoid height was determined by GEOID03.
 GK0381
 GK0381.The dynamic height is computed by dividing the NAVD 88
 GK0381.geopotential number by the normal gravity value computed on the
 GK0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0381.degrees latitude (g = 980.6199 gals.).
 GK0381
 GK0381.The modeled gravity was interpolated from observed gravity values.
 GK0381
 GK0381;                    North         East    Units  Estimated Accuracy
 GK0381;SPC TX N     - 1,231,220.      240,080.      MT  (+/- 180 meters Scaled)
 GK0381
 GK0381                          SUPERSEDED SURVEY CONTROL
 GK0381
 GK0381  NGVD 29 (??/??/92)  943.004  (m)         3093.84   (f) ADJ UNCH    2 0
 GK0381
 GK0381.Superseded values are not recommended for survey control.
 GK0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0381.See file dsdata.txt to determine how the superseded data were derived.
 GK0381
 GK0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE149951(NAD 83)
 GK0381_MARKER: DB = BENCH MARK DISK
 GK0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0381_STAMPING: E 526 1935
 GK0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0381+STABILITY: SURFACE MOTION
 GK0381
 GK0381  HISTORY     - Date     Condition        Report By
 GK0381  HISTORY     - 1935     MONUMENTED       CGS
 GK0381  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0381
 GK0381                          STATION DESCRIPTION
 GK0381
 GK0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0381'15.2 MI SE FROM SPEARMAN.
 GK0381'IN OCHILTREE COUNTY, 15.2 MILES SOUTHEAST OF SPEARMAN, HANSFORD
 GK0381'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE COURTHOUSE BY GOING
 GK0381'7.4 MILES EAST AND 7.8 MILES SOUTH ALONG GRADED ROADS, AT A ROAD
 GK0381'INTERSECTION, 29.2 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 GK0381'ROAD, AND 29.5 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD.
 GK0381'A STANDARD DISK, STAMPED E 526 1935 AND SET IN THE TOP OF A CONCRETE
 GK0381'POST.
 GK0381
 GK0381                          STATION RECOVERY (1973)
 GK0381
 GK0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0138 ***********************************************************************
 GK0138  DESIGNATION -  E 527
 GK0138  PID         -  GK0138
 GK0138  STATE/COUNTY-  TX/OCHILTREE
 GK0138  USGS QUAD   -  SOURDOUGH CREEK NW (1973)
 GK0138
 GK0138                         *CURRENT SURVEY CONTROL
 GK0138  ___________________________________________________________________
 GK0138* NAD 83(1986)-  36 09 33.     (N)    100 56 43.     (W)     SCALED    
 GK0138* NAVD 88     -       920.514  (meters)    3020.05   (feet)  ADJUSTED  
 GK0138  ___________________________________________________________________
 GK0138  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GK0138  DYNAMIC HT  -         919.527 (meters)    3016.81  (feet)  COMP
 GK0138  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 GK0138
 GK0138  VERT ORDER  -  SECOND    CLASS 0
 GK0138
 GK0138.The horizontal coordinates were scaled from a topographic map and have
 GK0138.an estimated accuracy of +/- 6 seconds.
 GK0138
 GK0138.The orthometric height was determined by differential leveling
 GK0138.and adjusted by the National Geodetic Survey in June 1991..
 GK0138
 GK0138.The geoid height was determined by GEOID03.
 GK0138
 GK0138.The dynamic height is computed by dividing the NAVD 88
 GK0138.geopotential number by the normal gravity value computed on the
 GK0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0138.degrees latitude (g = 980.6199 gals.).
 GK0138
 GK0138.The modeled gravity was interpolated from observed gravity values.
 GK0138
 GK0138;                    North         East    Units  Estimated Accuracy
 GK0138;SPC TX N     - 1,239,680.      249,920.      MT  (+/- 180 meters Scaled)
 GK0138
 GK0138                          SUPERSEDED SURVEY CONTROL
 GK0138
 GK0138  NGVD 29 (??/??/92)  920.113  (m)         3018.74   (f) ADJ UNCH    2 0
 GK0138
 GK0138.Superseded values are not recommended for survey control.
 GK0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0138.See file dsdata.txt to determine how the superseded data were derived.
 GK0138
 GK0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF250033(NAD 83)
 GK0138_MARKER: DB = BENCH MARK DISK
 GK0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0138_STAMPING: E 527 1935
 GK0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0138+STABILITY: SURFACE MOTION
 GK0138
 GK0138  HISTORY     - Date     Condition        Report By
 GK0138  HISTORY     - 1935     MONUMENTED       CGS
 GK0138  HISTORY     - 1943     GOOD             NGS
 GK0138  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0138
 GK0138                          STATION DESCRIPTION
 GK0138
 GK0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0138'9.3 MI S FROM FARNSWORTH.
 GK0138'9.3 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 GK0138'FARNSWORTH, THENCE 1.0 MILE EAST AND 2.0 MILES SOUTH ALONG GRADED
 GK0138'ROADS.  0.9 MILE SOUTH OF A PHILLIPS PIPE LINE CO. PUMPING STATION,
 GK0138'33.6 FEET SOUTH OF A CORNER FENCEPOST, 28.2 FEET EAST OF THE
 GK0138'CENTERLINE OF THE ROAD, AND 1.8 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 GK0138'STANDARD DISK, STAMPED E 527 1935 AND SET IN THE TOP OF A CONCRETE
 GK0138'POST.
 GK0138
 GK0138                          STATION RECOVERY (1973)
 GK0138
 GK0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1533 ***********************************************************************
 FL1533  DESIGNATION -  E 528
 FL1533  PID         -  FL1533
 FL1533  STATE/COUNTY-  TX/POTTER
 FL1533  USGS QUAD   -  CLIFFSIDE (1973)
 FL1533
 FL1533                         *CURRENT SURVEY CONTROL
 FL1533  ___________________________________________________________________
 FL1533* NAD 83(1986)-  35 16 01.     (N)    101 59 49.     (W)     SCALED    
 FL1533* NAVD 88     -      1090.632  (meters)    3578.18   (feet)  ADJUSTED  
 FL1533  ___________________________________________________________________
 FL1533  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 FL1533  DYNAMIC HT  -        1089.333 (meters)    3573.92  (feet)  COMP
 FL1533  MODELED GRAV-     979,406.1   (mgal)                       NAVD 88
 FL1533
 FL1533  VERT ORDER  -  SECOND    CLASS 0
 FL1533
 FL1533.The horizontal coordinates were scaled from a topographic map and have
 FL1533.an estimated accuracy of +/- 6 seconds.
 FL1533
 FL1533.The orthometric height was determined by differential leveling
 FL1533.and adjusted by the National Geodetic Survey in June 1991..
 FL1533
 FL1533.The geoid height was determined by GEOID03.
 FL1533
 FL1533.The dynamic height is computed by dividing the NAVD 88
 FL1533.geopotential number by the normal gravity value computed on the
 FL1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1533.degrees latitude (g = 980.6199 gals.).
 FL1533
 FL1533.The modeled gravity was interpolated from observed gravity values.
 FL1533
 FL1533;                    North         East    Units  Estimated Accuracy
 FL1533;SPC TX N     - 1,140,660.      154,790.      MT  (+/- 180 meters Scaled)
 FL1533
 FL1533                          SUPERSEDED SURVEY CONTROL
 FL1533
 FL1533  NGVD 29 (??/??/92) 1090.14   (m)         3576.6    (f) COMPUTED    2 0
 FL1533
 FL1533.Superseded values are not recommended for survey control.
 FL1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1533.See file dsdata.txt to determine how the superseded data were derived.
 FL1533
 FL1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE273067(NAD 83)
 FL1533_MARKER: DB = BENCH MARK DISK
 FL1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1533_STAMPING: E-528 1935
 FL1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1533+STABILITY: SURFACE MOTION
 FL1533
 FL1533  HISTORY     - Date     Condition        Report By
 FL1533  HISTORY     - 1935     MONUMENTED       CGS
 FL1533  HISTORY     - 1943     MARK NOT FOUND   USGS
 FL1533
 FL1533                          STATION DESCRIPTION
 FL1533
 FL1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1533'12.7 MI NW FROM AMARILLO.
 FL1533'TO REACH BENCHMARK GO 7.6 MILES NORTHWEST ALONG FW AND D RAILROAD,
 FL1533'THENCE 1.3 MILES WEST ALONG GRADED ROAD, THENCE 0.4 MILE SOUTH, THENCE
 FL1533'3.4 MILES WEST.  BENCHMARK IS SET AT SOUTHWEST CORNER OF DRY LAKE BED
 FL1533'APPROXIMATELY 1.5 MILES SOUTH OF THE NORTH TURN IN AN OFF-SET OF THE
 FL1533'ROAD.  BEING 48.0 FEET EAST OF CENTER-LINE OF ROAD, AND 2.0 FEET WEST
 FL1533'OF RIGHT OF WAY FENCE.
 FL1533
 FL1533                          STATION RECOVERY (1943)
 FL1533
 FL1533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 FL1533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0754 ***********************************************************************
 FL0754  DESIGNATION -  E 529
 FL0754  PID         -  FL0754
 FL0754  STATE/COUNTY-  TX/HUTCHINSON
 FL0754  USGS QUAD   -  STINNETT (1978)
 FL0754
 FL0754                         *CURRENT SURVEY CONTROL
 FL0754  ___________________________________________________________________
 FL0754* NAD 83(1986)-  35 47 26.     (N)    101 22 46.     (W)     SCALED    
 FL0754* NAVD 88     -       948.861  (meters)    3113.05   (feet)  ADJUSTED  
 FL0754  ___________________________________________________________________
 FL0754  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 FL0754  DYNAMIC HT  -         947.797 (meters)    3109.56  (feet)  COMP
 FL0754  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 FL0754
 FL0754  VERT ORDER  -  SECOND    CLASS 0
 FL0754
 FL0754.The horizontal coordinates were scaled from a topographic map and have
 FL0754.an estimated accuracy of +/- 6 seconds.
 FL0754
 FL0754.The orthometric height was determined by differential leveling
 FL0754.and adjusted by the National Geodetic Survey in June 1991..
 FL0754
 FL0754.The geoid height was determined by GEOID03.
 FL0754
 FL0754.The dynamic height is computed by dividing the NAVD 88
 FL0754.geopotential number by the normal gravity value computed on the
 FL0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0754.degrees latitude (g = 980.6199 gals.).
 FL0754
 FL0754.The modeled gravity was interpolated from observed gravity values.
 FL0754
 FL0754;                    North         East    Units  Estimated Accuracy
 FL0754;SPC TX N     - 1,198,650.      210,900.      MT  (+/- 180 meters Scaled)
 FL0754
 FL0754                          SUPERSEDED SURVEY CONTROL
 FL0754
 FL0754  NGVD 29 (??/??/92)  948.406  (m)         3111.56   (f) ADJ UNCH    2 0
 FL0754
 FL0754.Superseded values are not recommended for survey control.
 FL0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0754.See file dsdata.txt to determine how the superseded data were derived.
 FL0754
 FL0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE849633(NAD 83)
 FL0754_MARKER: DB = BENCH MARK DISK
 FL0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0754_STAMPING: E 529 1935
 FL0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0754+STABILITY: SURFACE MOTION
 FL0754
 FL0754  HISTORY     - Date     Condition        Report By
 FL0754  HISTORY     - 1935     MONUMENTED       CGS
 FL0754  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0754
 FL0754                          STATION DESCRIPTION
 FL0754
 FL0754'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0754'2.3 MI S FROM STINNETT.
 FL0754'2.3 MILES SOUTH ALONG STATE HIGHWAY 117 FROM THE POST OFFICE AT
 FL0754'STINNETT, THENCE 3.8 MILES EAST ALONG A GRADED ROAD.  AT THE TOP OF A
 FL0754'HILL, 58.3 FEET SOUTHEAST OF THE SOUTHEAST END OF AN AUTOMOBILE GATE,
 FL0754'44.8 FEET EAST OF THE NORTH-AND-SOUTH SECTION-LINE FENCE, AND 37.4
 FL0754'FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E
 FL0754'529 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0062 ***********************************************************************
 AM0062  DESIGNATION -  E 53
 AM0062  PID         -  AM0062
 AM0062  STATE/COUNTY-  TX/BRAZORIA
 AM0062  USGS QUAD   -  FREEPORT (1974)
 AM0062
 AM0062                         *CURRENT SURVEY CONTROL
 AM0062  ___________________________________________________________________
 AM0062* NAD 83(1986)-  28 56 59.     (N)    095 20 47.     (W)     SCALED    
 AM0062* NAVD 88     -         2.10   (+/-2cm)       6.9    (feet)  VERTCON   
 AM0062  ___________________________________________________________________
 AM0062  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0062
 AM0062  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0062
 AM0062.The horizontal coordinates were scaled from a topographic map and have
 AM0062.an estimated accuracy of +/- 6 seconds.
 AM0062
 AM0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0062.The vertical order pertains to the NGVD 29 superseded value.
 AM0062
 AM0062.The geoid height was determined by GEOID03.
 AM0062
 AM0062;                    North         East    Units  Estimated Accuracy
 AM0062;SPC TXSC     - 4,129,290.      956,080.      MT  (+/- 180 meters Scaled)
 AM0062
 AM0062                          SUPERSEDED SURVEY CONTROL
 AM0062
 AM0062  NGVD 29 (??/??/92)    2.122  (m)            6.96   (f) ADJ UNCH    1 1
 AM0062
 AM0062.Superseded values are not recommended for survey control.
 AM0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0062.See file dsdata.txt to determine how the superseded data were derived.
 AM0062
 AM0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN713046(NAD 83)
 AM0062_MARKER: DB = BENCH MARK DISK
 AM0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0062_SP_SET: BUILDING
 AM0062_STAMPING: E 53 1918 ELEV. 8.724 FT.
 AM0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0062+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AM0062
 AM0062  HISTORY     - Date     Condition        Report By
 AM0062  HISTORY     - 1918     MONUMENTED       CGS
 AM0062  HISTORY     - 1973     GOOD             NGS
 AM0062  HISTORY     - 1977     GOOD             NGS
 AM0062  HISTORY     - 1978     GOOD             NGS
 AM0062  HISTORY     - 1990     GOOD             USPSQD
 AM0062  HISTORY     - 19980425 GOOD             USPSQD
 AM0062  HISTORY     - 20041106 GOOD             USPSQD
 AM0062
 AM0062                          STATION DESCRIPTION
 AM0062
 AM0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0062'IN FREEPORT.
 AM0062'AT FREEPORT, AT THE NORTHWEST CORNER OF THE JUNCTION OF WEST PARK AND
 AM0062'WEST BROAD STREETS, SET VERTICALLY IN THE EAST FACE OF A BRICK
 AM0062'BUILDING (FORMER FREEPORT NATIONAL BANK), 11.0 FEET NORTH OF THE NORTH
 AM0062'CURB OF BROAD STREET, 16.1 FEET WEST OF THE WEST CURB OF PARK STREET,
 AM0062'1.2 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 15.0 FEET
 AM0062'SOUTH OF THE CENTER OF THE EAST ENTRANCE, AND 4.0 FEET ABOVE THE
 AM0062'SIDEWALK.
 AM0062
 AM0062                          STATION RECOVERY (1977)
 AM0062
 AM0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0062'RECOVERED IN GOOD CONDITION.
 AM0062
 AM0062                          STATION RECOVERY (1978)
 AM0062
 AM0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0062'RECOVERED IN GOOD CONDITION.
 AM0062
 AM0062                          STATION RECOVERY (1990)
 AM0062
 AM0062'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AM0062'RECOVERED IN GOOD CONDITION.
 AM0062
 AM0062                          STATION RECOVERY (1998)
 AM0062
 AM0062'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0062'RECOVERED IN GOOD CONDITION.
 AM0062
 AM0062                          STATION RECOVERY (2004)
 AM0062
 AM0062'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0723 ***********************************************************************
 FL0723  DESIGNATION -  E 530
 FL0723  PID         -  FL0723
 FL0723  STATE/COUNTY-  TX/ROBERTS
 FL0723  USGS QUAD   -  DRY CREEK NORTH (1971)
 FL0723
 FL0723                         *CURRENT SURVEY CONTROL
 FL0723  ___________________________________________________________________
 FL0723* NAD 83(1986)-  35 57 30.     (N)    100 58 15.     (W)     SCALED    
 FL0723* NAVD 88     -       785.466  (meters)    2576.98   (feet)  ADJUSTED  
 FL0723  ___________________________________________________________________
 FL0723  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FL0723  DYNAMIC HT  -         784.627 (meters)    2574.23  (feet)  COMP
 FL0723  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 FL0723
 FL0723  VERT ORDER  -  SECOND    CLASS 0
 FL0723
 FL0723.The horizontal coordinates were scaled from a topographic map and have
 FL0723.an estimated accuracy of +/- 6 seconds.
 FL0723
 FL0723.The orthometric height was determined by differential leveling
 FL0723.and adjusted by the National Geodetic Survey in June 1991..
 FL0723
 FL0723.The geoid height was determined by GEOID03.
 FL0723
 FL0723.The dynamic height is computed by dividing the NAVD 88
 FL0723.geopotential number by the normal gravity value computed on the
 FL0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0723.degrees latitude (g = 980.6199 gals.).
 FL0723
 FL0723.The modeled gravity was interpolated from observed gravity values.
 FL0723
 FL0723;                    North         East    Units  Estimated Accuracy
 FL0723;SPC TX N     - 1,217,380.      247,730.      MT  (+/- 180 meters Scaled)
 FL0723
 FL0723                          SUPERSEDED SURVEY CONTROL
 FL0723
 FL0723  NGVD 29 (??/??/92)  785.091  (m)         2575.75   (f) ADJ UNCH    2 0
 FL0723
 FL0723.Superseded values are not recommended for survey control.
 FL0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0723.See file dsdata.txt to determine how the superseded data were derived.
 FL0723
 FL0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE222811(NAD 83)
 FL0723_MARKER: DB = BENCH MARK DISK
 FL0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0723_STAMPING: E 530 1935
 FL0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0723+STABILITY: SURFACE MOTION
 FL0723
 FL0723  HISTORY     - Date     Condition        Report By
 FL0723  HISTORY     - 1935     MONUMENTED       CGS
 FL0723  HISTORY     - 1948     GOOD             LOCENG
 FL0723  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0723
 FL0723                          STATION DESCRIPTION
 FL0723
 FL0723'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 FL0723'22.2 MI NE FROM PLEMONS.
 FL0723'IN ROBERTS COUNTY, 22.2 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM
 FL0723'THE POST OFFICE AT PLEMONS, HUTCHINSON COUNTY 0.2 MILE WEST OF A RANCH
 FL0723'HOUSE AND TWO CONCRETE WATER TANKS, 29.2 FEET SOUTH OF THE CENTERLINE
 FL0723'OF THE ROAD, 11.9 FEET WEST OF THE WEST END OF A GATE TO A FIELD, AND
 FL0723'2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E
 FL0723'530 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0723
 FL0723                          STATION RECOVERY (1971)
 FL0723
 FL0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0383 ***********************************************************************
 FM0383  DESIGNATION -  E 531
 FM0383  PID         -  FM0383
 FM0383  STATE/COUNTY-  TX/OLDHAM
 FM0383  USGS QUAD   -  ALAMOCITOS CAMP (1966)
 FM0383
 FM0383                         *CURRENT SURVEY CONTROL
 FM0383  ___________________________________________________________________
 FM0383* NAD 83(1986)-  35 24 23.     (N)    102 36 14.     (W)     SCALED    
 FM0383* NAVD 88     -      1141.040  (meters)    3743.56   (feet)  ADJUSTED  
 FM0383  ___________________________________________________________________
 FM0383  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 FM0383  DYNAMIC HT  -        1139.692 (meters)    3739.14  (feet)  COMP
 FM0383  MODELED GRAV-     979,413.2   (mgal)                       NAVD 88
 FM0383
 FM0383  VERT ORDER  -  SECOND    CLASS 0
 FM0383
 FM0383.The horizontal coordinates were scaled from a topographic map and have
 FM0383.an estimated accuracy of +/- 6 seconds.
 FM0383
 FM0383.The orthometric height was determined by differential leveling
 FM0383.and adjusted by the National Geodetic Survey in June 1991..
 FM0383
 FM0383.The geoid height was determined by GEOID03.
 FM0383
 FM0383.The dynamic height is computed by dividing the NAVD 88
 FM0383.geopotential number by the normal gravity value computed on the
 FM0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0383.degrees latitude (g = 980.6199 gals.).
 FM0383
 FM0383.The modeled gravity was interpolated from observed gravity values.
 FM0383
 FM0383;                    North         East    Units  Estimated Accuracy
 FM0383;SPC TX N     - 1,156,580.       99,740.      MT  (+/- 180 meters Scaled)
 FM0383
 FM0383                          SUPERSEDED SURVEY CONTROL
 FM0383
 FM0383  NGVD 29 (??/??/92) 1140.529  (m)         3741.89   (f) ADJ UNCH    2 0
 FM0383
 FM0383.Superseded values are not recommended for survey control.
 FM0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0383.See file dsdata.txt to determine how the superseded data were derived.
 FM0383
 FM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV175207(NAD 83)
 FM0383_MARKER: DB = BENCH MARK DISK
 FM0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0383_STAMPING: E 531 1935
 FM0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0383+STABILITY: SURFACE MOTION
 FM0383
 FM0383  HISTORY     - Date     Condition        Report By
 FM0383  HISTORY     - 1935     MONUMENTED       CGS
 FM0383  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0383
 FM0383                          STATION DESCRIPTION
 FM0383
 FM0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0383'10.3 MI NE FROM ADRIAN.
 FM0383'TO REACH FROM ADRIAN POST OFFICE GO 0.2 MILE NORTH ALONG GRADED ROAD,
 FM0383'THENCE 0.1 MILE EAST ALONG GRADED ROAD, THENCE THROUGH CATTLE GATE AND
 FM0383'10.0 MILES NORTHEAST ALONG TRAIL.  1.6 MILES SOUTH OF GROVE OF LARGE
 FM0383'COTTONWOOD TREES, AT POINT WHERE THE LAND STARTS SLOPING NORTH TOWARD
 FM0383'RIVER.  23 FEET EAST OF CENTERLINE OF TRAIL.
 FM0383
 FM0383                          STATION RECOVERY (1966)
 FM0383
 FM0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1249 ***********************************************************************
 FL1249  DESIGNATION -  E 532
 FL1249  PID         -  FL1249
 FL1249  STATE/COUNTY-  TX/RANDALL
 FL1249  USGS QUAD   -  THE PALISADES (1973)
 FL1249
 FL1249                         *CURRENT SURVEY CONTROL
 FL1249  ___________________________________________________________________
 FL1249* NAD 83(1986)-  35 02 03.     (N)    101 46 10.     (W)     SCALED    
 FL1249* NAVD 88     -      1021.876  (meters)    3352.60   (feet)  POSTED    
 FL1249  ___________________________________________________________________
 FL1249  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL1249  DYNAMIC HT  -        1020.640 (meters)    3348.55  (feet)  COMP
 FL1249  MODELED GRAV-     979,395.1   (mgal)                       NAVD 88
 FL1249
 FL1249  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FL1249
 FL1249.The horizontal coordinates were scaled from a topographic map and have
 FL1249.an estimated accuracy of +/- 6 seconds.
 FL1249
 FL1249.The orthometric height was determined by differential leveling
 FL1249.and adjusted by the National Geodetic Survey in 1992..
 FL1249.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FL1249.rate greater than 8.0 mm/km.
 FL1249
 FL1249.The geoid height was determined by GEOID03.
 FL1249
 FL1249.The dynamic height is computed by dividing the NAVD 88
 FL1249.geopotential number by the normal gravity value computed on the
 FL1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1249.degrees latitude (g = 980.6199 gals.).
 FL1249
 FL1249.The modeled gravity was interpolated from observed gravity values.
 FL1249
 FL1249;                    North         East    Units  Estimated Accuracy
 FL1249;SPC TX N     - 1,114,760.      175,420.      MT  (+/- 180 meters Scaled)
 FL1249
 FL1249                          SUPERSEDED SURVEY CONTROL
 FL1249
 FL1249  NGVD 29 (??/??/92) 1021.38   (m)         3351.0    (f) COMPUTED    2 0
 FL1249
 FL1249.Superseded values are not recommended for survey control.
 FL1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1249.See file dsdata.txt to determine how the superseded data were derived.
 FL1249
 FL1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD473803(NAD 83)
 FL1249_MARKER: DB = BENCH MARK DISK
 FL1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1249_STAMPING: E 532 1935
 FL1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1249+STABILITY: SURFACE MOTION
 FL1249
 FL1249  HISTORY     - Date     Condition        Report By
 FL1249  HISTORY     - 1935     MONUMENTED       CGS
 FL1249  HISTORY     - 1943     MARK NOT FOUND   NGS
 FL1249
 FL1249                          STATION DESCRIPTION
 FL1249
 FL1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1249'20.3 MI S FROM AMARILLO.
 FL1249'IN RANDALL COUNTY, 20.3 MILES SOUTH OF AMARILLO, POTTER COUNTY.  THIS
 FL1249'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE NORTH
 FL1249'ALONG TAYLOR STREET, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY 60,
 FL1249'THENCE ALONG GRADED ROADS 2.1 MILES SOUTH, 1.0 MILE WEST, 6.5 MILES
 FL1249'SOUTH, AND 0.7 MILE WEST, AND THENCE 4.0 MILES SOUTH ALONG A RANCH
 FL1249'ROAD.  IT IS 4.0 MILES SOUTH OF THE NORTH ENTRANCE TO HARDING RANCH,
 FL1249'ABOUT 125 FEET NORTH OF THE NORTH BANK OF A CREEK, AND 69 FEET SOUTH
 FL1249'OF THE SOUTHWEST WALL OF THE CANYON.  A STANDARD DISK, STAMPED E 532
 FL1249'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1177 ***********************************************************************
 FL1177  DESIGNATION -  E 533
 FL1177  PID         -  FL1177
 FL1177  STATE/COUNTY-  TX/CARSON
 FL1177  USGS QUAD   -  POMEROY (1953)
 FL1177
 FL1177                         *CURRENT SURVEY CONTROL
 FL1177  ___________________________________________________________________
 FL1177* NAD 83(1986)-  35 24 39.     (N)    101 37 13.     (W)     SCALED    
 FL1177* NAVD 88     -      1077.130  (meters)    3533.88   (feet)  ADJUSTED  
 FL1177  ___________________________________________________________________
 FL1177  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 FL1177  DYNAMIC HT  -        1075.857 (meters)    3529.71  (feet)  COMP
 FL1177  MODELED GRAV-     979,415.2   (mgal)                       NAVD 88
 FL1177
 FL1177  VERT ORDER  -  SECOND    CLASS 0
 FL1177
 FL1177.The horizontal coordinates were scaled from a topographic map and have
 FL1177.an estimated accuracy of +/- 6 seconds.
 FL1177
 FL1177.The orthometric height was determined by differential leveling
 FL1177.and adjusted by the National Geodetic Survey in June 1991..
 FL1177
 FL1177.The geoid height was determined by GEOID03.
 FL1177
 FL1177.The dynamic height is computed by dividing the NAVD 88
 FL1177.geopotential number by the normal gravity value computed on the
 FL1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1177.degrees latitude (g = 980.6199 gals.).
 FL1177
 FL1177.The modeled gravity was interpolated from observed gravity values.
 FL1177
 FL1177;                    North         East    Units  Estimated Accuracy
 FL1177;SPC TX N     - 1,156,520.      189,080.      MT  (+/- 180 meters Scaled)
 FL1177
 FL1177                          SUPERSEDED SURVEY CONTROL
 FL1177
 FL1177  NGVD 29 (??/??/92) 1076.622  (m)         3532.22   (f) ADJ UNCH    2 0
 FL1177
 FL1177.Superseded values are not recommended for survey control.
 FL1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1177.See file dsdata.txt to determine how the superseded data were derived.
 FL1177
 FL1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE620217(NAD 83)
 FL1177_MARKER: DB = BENCH MARK DISK
 FL1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1177_STAMPING: E-533 1935
 FL1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1177+STABILITY: SURFACE MOTION
 FL1177
 FL1177  HISTORY     - Date     Condition        Report By
 FL1177  HISTORY     - 1935     MONUMENTED       CGS
 FL1177  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL1177
 FL1177                          STATION DESCRIPTION
 FL1177
 FL1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1177'19.3 MI NE FROM AMARILLO.
 FL1177'19.3 MILES NORTHEAST OF CRI AND G DEPOT BY RAIL BENCHMARK IS LOCATED
 FL1177'AT NORTH END OF WILLTON SIDING.  BEING 5 RAIL LENGTHS SOUTH OF MILE
 FL1177'POST NO. 19.2.  APPROXIMATELY 300 FEET NORTHWEST OF  NORTHERNMOST OF
 FL1177'THREE SMALL HOUSES.  123.0 FEET WEST OF CENTER-LINE OF WATER TANK.
 FL1177'71.0 FEET WEST OF WEST RAIL OF MAIN TRACK.  68.0 FEET NORTHWEST OF
 FL1177'SWITCH STAND.  3.3 FEET WEST OF WEST RIGHT-OF-WAY FENCE.  3.7 FEET
 FL1177'SOUTH OF CORNER POST.
 FL1177
 FL1177                          STATION RECOVERY (1953)
 FL1177
 FL1177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1203 ***********************************************************************
 FL1203  DESIGNATION -  E 534
 FL1203  PID         -  FL1203
 FL1203  STATE/COUNTY-  TX/CARSON
 FL1203  USGS QUAD   -  POMEROY (1953)
 FL1203
 FL1203                         *CURRENT SURVEY CONTROL
 FL1203  ___________________________________________________________________
 FL1203* NAD 83(1986)-  35 22 56.     (N)    101 32 03.     (W)     SCALED    
 FL1203* NAVD 88     -      1075.436  (meters)    3528.33   (feet)  ADJUSTED  
 FL1203  ___________________________________________________________________
 FL1203  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 FL1203  DYNAMIC HT  -        1074.166 (meters)    3524.16  (feet)  COMP
 FL1203  MODELED GRAV-     979,416.4   (mgal)                       NAVD 88
 FL1203
 FL1203  VERT ORDER  -  SECOND    CLASS 0
 FL1203
 FL1203.The horizontal coordinates were scaled from a topographic map and have
 FL1203.an estimated accuracy of +/- 6 seconds.
 FL1203
 FL1203.The orthometric height was determined by differential leveling
 FL1203.and adjusted by the National Geodetic Survey in June 1991..
 FL1203
 FL1203.The geoid height was determined by GEOID03.
 FL1203
 FL1203.The dynamic height is computed by dividing the NAVD 88
 FL1203.geopotential number by the normal gravity value computed on the
 FL1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1203.degrees latitude (g = 980.6199 gals.).
 FL1203
 FL1203.The modeled gravity was interpolated from observed gravity values.
 FL1203
 FL1203;                    North         East    Units  Estimated Accuracy
 FL1203;SPC TX N     - 1,153,340.      196,900.      MT  (+/- 180 meters Scaled)
 FL1203
 FL1203                          SUPERSEDED SURVEY CONTROL
 FL1203
 FL1203  NGVD 29 (??/??/92) 1074.925  (m)         3526.65   (f) ADJ UNCH    2 0
 FL1203
 FL1203.Superseded values are not recommended for survey control.
 FL1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1203.See file dsdata.txt to determine how the superseded data were derived.
 FL1203
 FL1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE698183(NAD 83)
 FL1203_MARKER: DB = BENCH MARK DISK
 FL1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1203_STAMPING: E-534 1935
 FL1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1203+STABILITY: SURFACE MOTION
 FL1203
 FL1203  HISTORY     - Date     Condition        Report By
 FL1203  HISTORY     - 1935     MONUMENTED       CGS
 FL1203  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL1203
 FL1203                          STATION DESCRIPTION
 FL1203
 FL1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1203'11.2 MI NE FROM MASTERSON.
 FL1203'TO REACH BENCHMARK FROM RAILROAD DEPOT GO 2.5 MILES EAST ALONG GRADED
 FL1203'ROAD, THENCE NORTH 2.0 MILES TO INTERSECTION OF ROADS, THENCE EAST 0.3
 FL1203'MILE, THENCE NORTH 2.0 MILES, THENCE EAST 4.4 MILES. BENCHMARK IS SET
 FL1203'ACROSS ROAD FROM LARGE WHITE RANCH HOUSE, ABOUT 1.9 MILES EAST OF
 FL1203'MCGREGG RANCH.  BEING 0.35 MILE EAST OF WINDMILL STANDING ON SOUTH
 FL1203'SIDE OF ROAD CLOSE TO FENCE, 33.0 FEET SOUTH OF CENTER-LINE OF ROAD,
 FL1203'AND 3.7 FEET SOUTH OF RIGHT-OF-WAY FENCE.
 FL1203
 FL1203                          STATION RECOVERY (1953)
 FL1203
 FL1203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL1203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0283 ***********************************************************************
 FM0283  DESIGNATION -  E 535
 FM0283  PID         -  FM0283
 FM0283  STATE/COUNTY-  TX/OLDHAM
 FM0283  USGS QUAD   -  JAY TAYLOR RANCH (1966)
 FM0283
 FM0283                         *CURRENT SURVEY CONTROL
 FM0283  ___________________________________________________________________
 FM0283* NAD 83(1986)-  35 19 58.     (N)    102 15 02.     (W)     SCALED    
 FM0283* NAVD 88     -      1071.638  (meters)    3515.87   (feet)  ADJUSTED  
 FM0283  ___________________________________________________________________
 FM0283  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 FM0283  DYNAMIC HT  -        1070.364 (meters)    3511.69  (feet)  COMP
 FM0283  MODELED GRAV-     979,408.5   (mgal)                       NAVD 88
 FM0283
 FM0283  VERT ORDER  -  SECOND    CLASS 0
 FM0283
 FM0283.The horizontal coordinates were scaled from a topographic map and have
 FM0283.an estimated accuracy of +/- 6 seconds.
 FM0283
 FM0283.The orthometric height was determined by differential leveling
 FM0283.and adjusted by the National Geodetic Survey in June 1991..
 FM0283
 FM0283.The geoid height was determined by GEOID03.
 FM0283
 FM0283.The dynamic height is computed by dividing the NAVD 88
 FM0283.geopotential number by the normal gravity value computed on the
 FM0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0283.degrees latitude (g = 980.6199 gals.).
 FM0283
 FM0283.The modeled gravity was interpolated from observed gravity values.
 FM0283
 FM0283;                    North         East    Units  Estimated Accuracy
 FM0283;SPC TX N     - 1,148,110.      131,770.      MT  (+/- 180 meters Scaled)
 FM0283
 FM0283                          SUPERSEDED SURVEY CONTROL
 FM0283
 FM0283  NGVD 29 (??/??/92) 1071.159  (m)         3514.29   (f) ADJ UNCH    2 0
 FM0283
 FM0283.Superseded values are not recommended for survey control.
 FM0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0283.See file dsdata.txt to determine how the superseded data were derived.
 FM0283
 FM0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV499134(NAD 83)
 FM0283_MARKER: DB = BENCH MARK DISK
 FM0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0283_STAMPING: E 535 1935
 FM0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0283+STABILITY: SURFACE MOTION
 FM0283
 FM0283  HISTORY     - Date     Condition        Report By
 FM0283  HISTORY     - 1935     MONUMENTED       CGS
 FM0283
 FM0283                          STATION DESCRIPTION
 FM0283
 FM0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0283'10.5 MI NW FROM WILDERADO.
 FM0283'ALONG GRADED ROADS AND TRAIL BETWEEN WILDERADO AND TASCOSA.  TO REACH
 FM0283'FROM WILDERADO POST OFFICE GO 0.5 MILE NORTH ALONG GRADED ROAD, THENCE
 FM0283'0.1 MILE WEST ALONG GRADED ROAD, THENCE 0.6 MILE NORTH TO CATTLE GATE,
 FM0283'THENCE 1.8 MILES NORTH ALONG TRAIL TO RANCH HOUSE, THENCE 7.5 MILES
 FM0283'NORTHWEST ALONG TRAIL.  ON THE WEST SIDE OF A SMALL DRAW, 97 FEET WEST
 FM0283'BANK OF DRAW, AND 37 FEET NORTH OF CENTERLINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1206 ***********************************************************************
 FL1206  DESIGNATION -  E 536
 FL1206  PID         -  FL1206
 FL1206  STATE/COUNTY-  TX/POTTER
 FL1206  USGS QUAD   -  MAYER (1973)
 FL1206
 FL1206                         *CURRENT SURVEY CONTROL
 FL1206  ___________________________________________________________________
 FL1206* NAD 83(1986)-  35 15 07.     (N)    101 39 10.     (W)     SCALED    
 FL1206* NAVD 88     -      1084.525  (meters)    3558.15   (feet)  ADJUSTED  
 FL1206  ___________________________________________________________________
 FL1206  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1206  DYNAMIC HT  -        1083.237 (meters)    3553.92  (feet)  COMP
 FL1206  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 FL1206
 FL1206  VERT ORDER  -  SECOND    CLASS 0
 FL1206
 FL1206.The horizontal coordinates were scaled from a topographic map and have
 FL1206.an estimated accuracy of +/- 6 seconds.
 FL1206
 FL1206.The orthometric height was determined by differential leveling
 FL1206.and adjusted by the National Geodetic Survey in June 1991..
 FL1206
 FL1206.The geoid height was determined by GEOID03.
 FL1206
 FL1206.The dynamic height is computed by dividing the NAVD 88
 FL1206.geopotential number by the normal gravity value computed on the
 FL1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1206.degrees latitude (g = 980.6199 gals.).
 FL1206
 FL1206.The modeled gravity was interpolated from observed gravity values.
 FL1206
 FL1206;                    North         East    Units  Estimated Accuracy
 FL1206;SPC TX N     - 1,138,900.      186,100.      MT  (+/- 180 meters Scaled)
 FL1206
 FL1206                          SUPERSEDED SURVEY CONTROL
 FL1206
 FL1206  NGVD 29 (??/??/92) 1084.018  (m)         3556.48   (f) ADJ UNCH    2 0
 FL1206
 FL1206.Superseded values are not recommended for survey control.
 FL1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1206.See file dsdata.txt to determine how the superseded data were derived.
 FL1206
 FL1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE586042(NAD 83)
 FL1206_MARKER: DB = BENCH MARK DISK
 FL1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1206_STAMPING: E-536 1935
 FL1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1206+STABILITY: SURFACE MOTION
 FL1206
 FL1206  HISTORY     - Date     Condition        Report By
 FL1206  HISTORY     - 1935     MONUMENTED       CGS
 FL1206
 FL1206                          STATION DESCRIPTION
 FL1206
 FL1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1206'1.3 MI SW FROM ST FRANCIS.
 FL1206'TO REACH BENCHMARK FROM RAILROAD DEPOT GO 1.3 MILES SOUTHWEST ALONG SF
 FL1206'RR TO MILE POST NO. 541.  BENCHMARK IS SET BETWEEN THE RAILROAD TRACKS
 FL1206'AND HIGHWAY NO. 33 IN LINE OF TELEGRAPH POLES AT GRADE CROSSING. BEING
 FL1206'126.0 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, FOUR RAIL LENGTHS EAST
 FL1206'OF CENTER-LINE OF CROSSING, AND 2.4 FEET NORTH OF SOUTH RIGHT-OF-WAY
 FL1206'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0817 ***********************************************************************
 FL0817  DESIGNATION -  E 537
 FL0817  PID         -  FL0817
 FL0817  STATE/COUNTY-  TX/CARSON
 FL0817  USGS QUAD   -  MC BRIDE (1978)
 FL0817
 FL0817                         *CURRENT SURVEY CONTROL
 FL0817  ___________________________________________________________________
 FL0817* NAD 83(1986)-  35 31 15.     (N)    101 29 34.     (W)     SCALED    
 FL0817* NAVD 88     -      1040.545  (meters)    3413.85   (feet)  ADJUSTED  
 FL0817  ___________________________________________________________________
 FL0817  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 FL0817  DYNAMIC HT  -        1039.339 (meters)    3409.90  (feet)  COMP
 FL0817  MODELED GRAV-     979,439.4   (mgal)                       NAVD 88
 FL0817
 FL0817  VERT ORDER  -  SECOND    CLASS 0
 FL0817
 FL0817.The horizontal coordinates were scaled from a topographic map and have
 FL0817.an estimated accuracy of +/- 6 seconds.
 FL0817
 FL0817.The orthometric height was determined by differential leveling
 FL0817.and adjusted by the National Geodetic Survey in June 1991..
 FL0817
 FL0817.The geoid height was determined by GEOID03.
 FL0817
 FL0817.The dynamic height is computed by dividing the NAVD 88
 FL0817.geopotential number by the normal gravity value computed on the
 FL0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0817.degrees latitude (g = 980.6199 gals.).
 FL0817
 FL0817.The modeled gravity was interpolated from observed gravity values.
 FL0817
 FL0817;                    North         East    Units  Estimated Accuracy
 FL0817;SPC TX N     - 1,168,720.      200,660.      MT  (+/- 180 meters Scaled)
 FL0817
 FL0817                          SUPERSEDED SURVEY CONTROL
 FL0817
 FL0817  NGVD 29 (??/??/92) 1040.046  (m)         3412.22   (f) ADJ UNCH    2 0
 FL0817
 FL0817.Superseded values are not recommended for survey control.
 FL0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0817.See file dsdata.txt to determine how the superseded data were derived.
 FL0817
 FL0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE739336(NAD 83)
 FL0817_MARKER: DB = BENCH MARK DISK
 FL0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0817_STAMPING: E 537 1935
 FL0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0817+STABILITY: SURFACE MOTION
 FL0817
 FL0817  HISTORY     - Date     Condition        Report By
 FL0817  HISTORY     - 1935     MONUMENTED       CGS
 FL0817
 FL0817                          STATION DESCRIPTION
 FL0817
 FL0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0817'12.0 MI SW FROM BORGER.
 FL0817'12.0 MILES SOUTHWEST OF PANHANDLE AND S.F. DEPOT BY RAIL ALONG THE
 FL0817'PANHANDLE AND SANTA FE RAILROAD BETWEEN BORGER AND PANHANDLE AT
 FL0817'MCBRIDE SIDING.  0.3 MILE SOUTH OF MILE POST 16, 7 RAILS NORTH OF
 FL0817'STONE SECTION HOUSE.  108 FEET WEST OF WEST RAIL OF MAIN TRACK, AND 2
 FL0817'FEET EAST OF WEST RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0145 ***********************************************************************
 FM0145  DESIGNATION -  E 538
 FM0145  PID         -  FM0145
 FM0145  STATE/COUNTY-  TX/OLDHAM
 FM0145  USGS QUAD   -  BOYS RANCH EAST (1971)
 FM0145
 FM0145                         *CURRENT SURVEY CONTROL
 FM0145  ___________________________________________________________________
 FM0145* NAD 83(1986)-  35 35 41.     (N)    102 11 13.     (W)     SCALED    
 FM0145* NAVD 88     -      1089.360  (meters)    3574.01   (feet)  POSTED    
 FM0145  ___________________________________________________________________
 FM0145  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FM0145  DYNAMIC HT  -        1088.090 (meters)    3569.84  (feet)  COMP
 FM0145  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 FM0145
 FM0145  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FM0145
 FM0145.The horizontal coordinates were scaled from a topographic map and have
 FM0145.an estimated accuracy of +/- 6 seconds.
 FM0145
 FM0145.The orthometric height was determined by differential leveling
 FM0145.and adjusted by the National Geodetic Survey in 1992..
 FM0145.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FM0145.rate of 2.1 thru 3.0 mm/km.
 FM0145
 FM0145.The geoid height was determined by GEOID03.
 FM0145
 FM0145.The dynamic height is computed by dividing the NAVD 88
 FM0145.geopotential number by the normal gravity value computed on the
 FM0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0145.degrees latitude (g = 980.6199 gals.).
 FM0145
 FM0145.The modeled gravity was interpolated from observed gravity values.
 FM0145
 FM0145;                    North         East    Units  Estimated Accuracy
 FM0145;SPC TX N     - 1,177,130.      137,750.      MT  (+/- 180 meters Scaled)
 FM0145
 FM0145                          SUPERSEDED SURVEY CONTROL
 FM0145
 FM0145  NGVD 29 (??/??/92) 1088.846  (m)         3572.32   (f) ADJ UNCH    2 0
 FM0145
 FM0145.Superseded values are not recommended for survey control.
 FM0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0145.See file dsdata.txt to determine how the superseded data were derived.
 FM0145
 FM0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV548426(NAD 83)
 FM0145_MARKER: DB = BENCH MARK DISK
 FM0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0145_STAMPING: E-538 1935
 FM0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0145+STABILITY: SURFACE MOTION
 FM0145
 FM0145  HISTORY     - Date     Condition        Report By
 FM0145  HISTORY     - 1935     MONUMENTED       CGS
 FM0145
 FM0145                          STATION DESCRIPTION
 FM0145
 FM0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0145'11.0 MI N FROM TASCOSA.
 FM0145'TO REACH BENCHMARK FROM POST-OFFICE GO 0.8 MILE NORTH ALONG GRADED
 FM0145'ROAD TO CANADIAN RIVER, CONTINUE THENCE 0.6 MILE TO CATTLE GUARD,
 FM0145'THENCE NORTHWEST 1.2 MILES TO A JUNCTION OF ROADS, THENCE NORTH 0.7
 FM0145'MILE TO CROSS ROAD, THENCE EAST 2.3 MILES, THENCE NORTH ALONG TRAIL
 FM0145'5.4 MILES.  BENCHMARK IS SET ALONG TRAIL BETWEEN TASCOSA AND MIDWAY IN
 FM0145'SMALL CRATER-SHAPED AREA ATOP A HILL.  BEING 72.0 FEET NORTH OF
 FM0145'CENTER-LINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0568 ***********************************************************************
 FL0568  DESIGNATION -  E 543
 FL0568  PID         -  FL0568
 FL0568  STATE/COUNTY-  TX/ROBERTS
 FL0568  USGS QUAD   -  PAMPA NE (1972)
 FL0568
 FL0568                         *CURRENT SURVEY CONTROL
 FL0568  ___________________________________________________________________
 FL0568* NAD 83(1986)-  35 43 21.     (N)    100 46 39.     (W)     SCALED    
 FL0568* NAVD 88     -       942.869  (meters)    3093.40   (feet)  ADJUSTED  
 FL0568  ___________________________________________________________________
 FL0568  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 FL0568  DYNAMIC HT  -         941.820 (meters)    3089.95  (feet)  COMP
 FL0568  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 FL0568
 FL0568  VERT ORDER  -  SECOND    CLASS 0
 FL0568
 FL0568.The horizontal coordinates were scaled from a topographic map and have
 FL0568.an estimated accuracy of +/- 6 seconds.
 FL0568
 FL0568.The orthometric height was determined by differential leveling
 FL0568.and adjusted by the National Geodetic Survey in June 1991..
 FL0568
 FL0568.The geoid height was determined by GEOID03.
 FL0568
 FL0568.The dynamic height is computed by dividing the NAVD 88
 FL0568.geopotential number by the normal gravity value computed on the
 FL0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0568.degrees latitude (g = 980.6199 gals.).
 FL0568
 FL0568.The modeled gravity was interpolated from observed gravity values.
 FL0568
 FL0568;                    North         East    Units  Estimated Accuracy
 FL0568;SPC TX N     - 1,191,330.      265,370.      MT  (+/- 180 meters Scaled)
 FL0568
 FL0568                          SUPERSEDED SURVEY CONTROL
 FL0568
 FL0568  NGVD 29 (??/??/92)  942.452  (m)         3092.03   (f) ADJ UNCH    2 0
 FL0568
 FL0568.Superseded values are not recommended for survey control.
 FL0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0568.See file dsdata.txt to determine how the superseded data were derived.
 FL0568
 FL0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE392546(NAD 83)
 FL0568_MARKER: DB = BENCH MARK DISK
 FL0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0568_STAMPING: E 543 1935
 FL0568_MARK LOGO: CGS   
 FL0568_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FL0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0568+STABILITY: SURFACE MOTION
 FL0568
 FL0568  HISTORY     - Date     Condition        Report By
 FL0568  HISTORY     - 1935     MONUMENTED       CGS
 FL0568  HISTORY     - 1972     GOOD             USGS
 FL0568  HISTORY     - 20000119 GOOD             NGS
 FL0568
 FL0568                          STATION DESCRIPTION
 FL0568
 FL0568'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0568'13.9 MI NE FROM HOOVER.
 FL0568'LN ROBERTS CO., 13.9 MI.  NE OF HOOVER, GRAY CONTY.  THIS BM MAY BE
 FL0568'REACHED FROM THE JCT.  OF FARM ROAD 282 AND 2699 BY GOING NORTH ALONG
 FL0568'FARM ROAD 2699 FOR 3.0 MI.  TO A T-RD.  WEST, 80 FT. S. OF THE
 FL0568'CENTERLINE E-W RD.  AND 57 FT.  W. OF THE CENTERLINE OF FARM ROAD
 FL0568'2699, 2.0 FT.  S. AND 5.5 FT.  W. OF A FENCE CORNER, 6.0 FT.  WEST OF
 FL0568'A METAL WITNESS POST.  A STANDARD DISK, STAMPED E 543 1935 AND SET IN
 FL0568'THE TOP OF A CONCRETE POST.
 FL0568
 FL0568                          STATION RECOVERY (2000)
 FL0568
 FL0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (WEH)
 FL0568'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0058 ***********************************************************************
 FL0058  DESIGNATION -  E 544
 FL0058  PID         -  FL0058
 FL0058  STATE/COUNTY-  TX/HEMPHILL
 FL0058  USGS QUAD   -  CANADIAN WEST (1972)
 FL0058
 FL0058                         *CURRENT SURVEY CONTROL
 FL0058  ___________________________________________________________________
 FL0058* NAD 83(1986)-  35 55 36.     (N)    100 26 39.     (W)     SCALED    
 FL0058* NAVD 88     -       722.404  (meters)    2370.09   (feet)  ADJUSTED  
 FL0058  ___________________________________________________________________
 FL0058  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 FL0058  DYNAMIC HT  -         721.632 (meters)    2367.55  (feet)  COMP
 FL0058  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 FL0058
 FL0058  VERT ORDER  -  SECOND    CLASS 0
 FL0058
 FL0058.The horizontal coordinates were scaled from a topographic map and have
 FL0058.an estimated accuracy of +/- 6 seconds.
 FL0058
 FL0058.The orthometric height was determined by differential leveling
 FL0058.and adjusted by the National Geodetic Survey in June 1991..
 FL0058
 FL0058.The geoid height was determined by GEOID03.
 FL0058
 FL0058.The dynamic height is computed by dividing the NAVD 88
 FL0058.geopotential number by the normal gravity value computed on the
 FL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0058.degrees latitude (g = 980.6199 gals.).
 FL0058
 FL0058.The modeled gravity was interpolated from observed gravity values.
 FL0058
 FL0058;                    North         East    Units  Estimated Accuracy
 FL0058;SPC TX N     - 1,214,250.      295,280.      MT  (+/- 180 meters Scaled)
 FL0058
 FL0058                          SUPERSEDED SURVEY CONTROL
 FL0058
 FL0058  NGVD 29 (??/??/92)  722.058  (m)         2368.95   (f) ADJ UNCH    2 0
 FL0058
 FL0058.Superseded values are not recommended for survey control.
 FL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0058.See file dsdata.txt to determine how the superseded data were derived.
 FL0058
 FL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE697767(NAD 83)
 FL0058_MARKER: DB = BENCH MARK DISK
 FL0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0058_STAMPING: E 544 1935
 FL0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0058+STABILITY: SURFACE MOTION
 FL0058
 FL0058  HISTORY     - Date     Condition        Report By
 FL0058  HISTORY     - 1935     MONUMENTED       CGS
 FL0058  HISTORY     - 1941     GOOD             NGS
 FL0058  HISTORY     - 1972     GOOD             NGS
 FL0058
 FL0058                          STATION DESCRIPTION
 FL0058
 FL0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FL0058'4.0 MI W FROM CANADIAN.
 FL0058'4.0 MILES WEST ALONG A GRADED ROAD FROM THE POST OFFICE AT CANADIAN,
 FL0058'0.5 MILE WEST OF A CATTLE GUARD, 0.3 MILE NORTHEAST OF A WINDMILL,
 FL0058'ABOUT 1,000 FEET SOUTH OF CANADIAN RIVER, 0.2 MILE WEST OF A SMALL
 FL0058'HILL, ABOUT 750 FEET SOUTHEAST OF A DRY CREEK, AND 46.4 FEET SOUTH OF
 FL0058'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 544 1935 AND
 FL0058'IN THE TOP OF A CONCRETE POST.
 FL0058
 FL0058                          STATION RECOVERY (1972)
 FL0058
 FL0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FL0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0838 ***********************************************************************
 FL0838  DESIGNATION -  E 545
 FL0838  PID         -  FL0838
 FL0838  STATE/COUNTY-  TX/CARSON
 FL0838  USGS QUAD   -  MC BRIDE (1978)
 FL0838
 FL0838                         *CURRENT SURVEY CONTROL
 FL0838  ___________________________________________________________________
 FL0838* NAD 83(1986)-  35 30 55.     (N)    101 23 13.     (W)     SCALED    
 FL0838* NAVD 88     -       987.172  (meters)    3238.75   (feet)  ADJUSTED  
 FL0838  ___________________________________________________________________
 FL0838  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 FL0838  DYNAMIC HT  -         986.048 (meters)    3235.06  (feet)  COMP
 FL0838  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 FL0838
 FL0838  VERT ORDER  -  SECOND    CLASS 0
 FL0838
 FL0838.The horizontal coordinates were scaled from a topographic map and have
 FL0838.an estimated accuracy of +/- 6 seconds.
 FL0838
 FL0838.The orthometric height was determined by differential leveling
 FL0838.and adjusted by the National Geodetic Survey in June 1991..
 FL0838
 FL0838.The geoid height was determined by GEOID03.
 FL0838
 FL0838.The dynamic height is computed by dividing the NAVD 88
 FL0838.geopotential number by the normal gravity value computed on the
 FL0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0838.degrees latitude (g = 980.6199 gals.).
 FL0838
 FL0838.The modeled gravity was interpolated from observed gravity values.
 FL0838
 FL0838;                    North         East    Units  Estimated Accuracy
 FL0838;SPC TX N     - 1,168,110.      210,260.      MT  (+/- 180 meters Scaled)
 FL0838
 FL0838                          SUPERSEDED SURVEY CONTROL
 FL0838
 FL0838  NGVD 29 (??/??/92)  986.69   (m)         3237.2    (f) COMPUTED    2 0
 FL0838
 FL0838.Superseded values are not recommended for survey control.
 FL0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0838.See file dsdata.txt to determine how the superseded data were derived.
 FL0838
 FL0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE835328(NAD 83)
 FL0838_MARKER: DB = BENCH MARK DISK
 FL0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0838_STAMPING: E 545 1935
 FL0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0838+STABILITY: SURFACE MOTION
 FL0838
 FL0838  HISTORY     - Date     Condition        Report By
 FL0838  HISTORY     - 1935     MONUMENTED       CGS
 FL0838
 FL0838                          STATION DESCRIPTION
 FL0838
 FL0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0838'9.5 MI S FROM BORGER.
 FL0838'IN CARSON COUNTY, 9.5 MILES SOUTH ALONG STATE HIGHWAY 117 FROM THE
 FL0838'POST OFFICE AT BORGER, HUTCHINSON COUNTY, 0.8 MILE EAST ALONG A TRAIL.
 FL0838'AT THE TOP OF A HILL, 93.6 FEET NORTH OF THE NORTHWEST CORNER OF
 FL0838'CITIES SERIVCE VALVE STATION 2, 46.4 FEET NORTH OF THE CENTERLINE OF
 FL0838'THE TRAIL, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 FL0838'E 545 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0077 ***********************************************************************
 FL0077  DESIGNATION -  E 546
 FL0077  PID         -  FL0077
 FL0077  STATE/COUNTY-  TX/HEMPHILL
 FL0077  USGS QUAD   -  MENDOTA (1967)
 FL0077
 FL0077                         *CURRENT SURVEY CONTROL
 FL0077  ___________________________________________________________________
 FL0077* NAD 83(1986)-  35 46 32.     (N)    100 27 25.     (W)     SCALED    
 FL0077* NAVD 88     -       870.760  (meters)    2856.82   (feet)  ADJUSTED  
 FL0077  ___________________________________________________________________
 FL0077  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 FL0077  DYNAMIC HT  -         869.803 (meters)    2853.68  (feet)  COMP
 FL0077  MODELED GRAV-     979,505.5   (mgal)                       NAVD 88
 FL0077
 FL0077  VERT ORDER  -  SECOND    CLASS 0
 FL0077
 FL0077.The horizontal coordinates were scaled from a topographic map and have
 FL0077.an estimated accuracy of +/- 6 seconds.
 FL0077
 FL0077.The orthometric height was determined by differential leveling
 FL0077.and adjusted by the National Geodetic Survey in June 1991..
 FL0077
 FL0077.The geoid height was determined by GEOID03.
 FL0077
 FL0077.The dynamic height is computed by dividing the NAVD 88
 FL0077.geopotential number by the normal gravity value computed on the
 FL0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0077.degrees latitude (g = 980.6199 gals.).
 FL0077
 FL0077.The modeled gravity was interpolated from observed gravity values.
 FL0077
 FL0077;                    North         East    Units  Estimated Accuracy
 FL0077;SPC TX N     - 1,197,470.      294,300.      MT  (+/- 180 meters Scaled)
 FL0077
 FL0077                          SUPERSEDED SURVEY CONTROL
 FL0077
 FL0077  NGVD 29 (??/??/92)  870.382  (m)         2855.58   (f) ADJ UNCH    2 0
 FL0077
 FL0077.Superseded values are not recommended for survey control.
 FL0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0077.See file dsdata.txt to determine how the superseded data were derived.
 FL0077
 FL0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE683600(NAD 83)
 FL0077_MARKER: DB = BENCH MARK DISK
 FL0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0077_STAMPING: E-546 1935
 FL0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0077+STABILITY: SURFACE MOTION
 FL0077
 FL0077  HISTORY     - Date     Condition        Report By
 FL0077  HISTORY     - 1935     MONUMENTED       CGS
 FL0077  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0077
 FL0077                          STATION DESCRIPTION
 FL0077
 FL0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0077'12.2 MI NE FROM MIAMI.
 FL0077'TO REACH BENCHMARK FROM POST OFFICE GO 12.2 MILES NORTHEAST ALONG US
 FL0077'HIGHWAY NO. 60.  BENCHMARK IS 3.9 MILES EAST OF PHILLIPS SERVICE
 FL0077'STATION.  AT JUNCTION OF ROAD LEADING SOUTH.  51.3 FEET NORTH OF
 FL0077'CENTER-LINE OF HIGHWAY.  34.6 FEET WEST OF CENTER-LINE OF GRADED ROAD.
 FL0077'1.3 FEET NORTH OF RIGHT-OF-WAY FENCE.  NOTE-- SITE COVERED WITH 3 FT.
 FL0077'OF SAND.
 FL0077
 FL0077                          STATION RECOVERY (1966)
 FL0077
 FL0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0955 ***********************************************************************
 FL0955  DESIGNATION -  E 552 RESET 1955
 FL0955  PID         -  FL0955
 FL0955  STATE/COUNTY-  TX/CARSON
 FL0955  USGS QUAD   -  GRANDVIEW SCHOOL (1966)
 FL0955
 FL0955                         *CURRENT SURVEY CONTROL
 FL0955  ___________________________________________________________________
 FL0955* NAD 83(1986)-  35 17 04.     (N)    101 06 51.     (W)     SCALED    
 FL0955* NAVD 88     -      1002.19   (meters)    3288.0    (feet)  RESET     
 FL0955  ___________________________________________________________________
 FL0955  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL0955
 FL0955  VERT ORDER  -  THIRD
 FL0955
 FL0955.The horizontal coordinates were scaled from a topographic map and have
 FL0955.an estimated accuracy of +/- 6 seconds.
 FL0955
 FL0955.The orthometric height was computed from unverified reset data.
 FL0955
 FL0955.The geoid height was determined by GEOID03.
 FL0955
 FL0955;                    North         East    Units  Estimated Accuracy
 FL0955;SPC TX N     - 1,142,560.      235,100.      MT  (+/- 180 meters Scaled)
 FL0955
 FL0955                          SUPERSEDED SURVEY CONTROL
 FL0955
 FL0955.No superseded survey control is available for this station.
 FL0955
 FL0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE077066(NAD 83)
 FL0955_MARKER: DB = BENCH MARK DISK
 FL0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0955_SP_SET: MONUMENT
 FL0955_STAMPING: E 552 RESET 1955
 FL0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0955
 FL0955  HISTORY     - Date     Condition        Report By
 FL0955  HISTORY     - 1955     MONUMENTED       CGS
 FL0955
 FL0955                          STATION DESCRIPTION
 FL0955
 FL0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FL0955'5.5 MI N FROM GROOM.
 FL0955'IN CARSON COUNTY, 05.5 MILES NORTH ALONG F.M. ROAD 295 FROM GROOM, IN
 FL0955'THE NORTHWEST CORNER OF THE ROAD INTERSECTION, 1 FOOT SOUTH OF THE
 FL0955'NORTH RIGHT-OF-WAY FENCE OF THE CROSS ROAD AND 33 FEET WEST OF THE
 FL0955'WEST RIGHT-OF-WAY FENCE OF THE F.M. ROAD.  IT IS A STANDARD DISK
 FL0955'STAMPED AS ABOVE, SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 FL0955'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0266 ***********************************************************************
 FL0266  DESIGNATION -  E 554
 FL0266  PID         -  FL0266
 FL0266  STATE/COUNTY-  TX/WHEELER
 FL0266  USGS QUAD   -  PAKAN (1976)
 FL0266
 FL0266                         *CURRENT SURVEY CONTROL
 FL0266  ___________________________________________________________________
 FL0266* NAD 83(1986)-  35 16 12.     (N)    100 26 10.     (W)     SCALED    
 FL0266* NAVD 88     -       810.427  (meters)    2658.88   (feet)  ADJUSTED  
 FL0266  ___________________________________________________________________
 FL0266  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL0266  DYNAMIC HT  -         809.573 (meters)    2656.07  (feet)  COMP
 FL0266  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 FL0266
 FL0266  VERT ORDER  -  SECOND    CLASS 0
 FL0266
 FL0266.The horizontal coordinates were scaled from a topographic map and have
 FL0266.an estimated accuracy of +/- 6 seconds.
 FL0266
 FL0266.The orthometric height was determined by differential leveling
 FL0266.and adjusted by the National Geodetic Survey in June 1991..
 FL0266
 FL0266.The geoid height was determined by GEOID03.
 FL0266
 FL0266.The dynamic height is computed by dividing the NAVD 88
 FL0266.geopotential number by the normal gravity value computed on the
 FL0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0266.degrees latitude (g = 980.6199 gals.).
 FL0266
 FL0266.The modeled gravity was interpolated from observed gravity values.
 FL0266
 FL0266;                    North         East    Units  Estimated Accuracy
 FL0266;SPC TX N     - 1,141,410.      296,790.      MT  (+/- 180 meters Scaled)
 FL0266
 FL0266                          SUPERSEDED SURVEY CONTROL
 FL0266
 FL0266  NGVD 29 (??/??/92)  810.122  (m)         2657.88   (f) ADJ UNCH    2 0
 FL0266
 FL0266.Superseded values are not recommended for survey control.
 FL0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0266.See file dsdata.txt to determine how the superseded data were derived.
 FL0266
 FL0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE693039(NAD 83)
 FL0266_MARKER: DB = BENCH MARK DISK
 FL0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0266_STAMPING: E 554 1935
 FL0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0266+STABILITY: SURFACE MOTION
 FL0266
 FL0266  HISTORY     - Date     Condition        Report By
 FL0266  HISTORY     - 1935     MONUMENTED       CGS
 FL0266
 FL0266                          STATION DESCRIPTION
 FL0266
 FL0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0266'8.4 MI NW FROM LELA.
 FL0266'3.0 MILES NORTH AND 5.4 MILES WEST ALONG GRADED DIRT ROADS FROM THE
 FL0266'POST OFFICE AT LELA, WHEELER COUNTY, NEAR THE AMERICAN GAS PLANT, 237
 FL0266'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MAIN OFFICE BUILDING, 29
 FL0266'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 9 FEET SOUTH OF A FENCE
 FL0266'CORNER, 2 FEET EAST OF THE NORTH-AND-SOUTH FENCE LINE, AND 2 FEET
 FL0266'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 554
 FL0266'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 FL0266'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1422 ***********************************************************************
 BY1422  DESIGNATION -  E 556
 BY1422  PID         -  BY1422
 BY1422  STATE/COUNTY-  TX/HOUSTON
 BY1422  USGS QUAD   -  KENNARD NE (1950)
 BY1422
 BY1422                         *CURRENT SURVEY CONTROL
 BY1422  ___________________________________________________________________
 BY1422* NAD 83(1986)-  31 24 52.     (N)    095 03 44.     (W)     SCALED    
 BY1422* NAVD 88     -        78.90   (+/-2cm)     258.9    (feet)  VERTCON   
 BY1422  ___________________________________________________________________
 BY1422  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1422
 BY1422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1422
 BY1422.The horizontal coordinates were scaled from a topographic map and have
 BY1422.an estimated accuracy of +/- 6 seconds.
 BY1422
 BY1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1422.The vertical order pertains to the NGVD 29 superseded value.
 BY1422
 BY1422.The geoid height was determined by GEOID03.
 BY1422
 BY1422;                    North         East    Units  Estimated Accuracy
 BY1422;SPC TX C     - 3,205,620.    1,200,990.      MT  (+/- 180 meters Scaled)
 BY1422
 BY1422                          SUPERSEDED SURVEY CONTROL
 BY1422
 BY1422  NGVD 29 (??/??/92)   78.943  (m)          259.00   (f) ADJ UNCH    2 0
 BY1422
 BY1422.Superseded values are not recommended for survey control.
 BY1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1422.See file dsdata.txt to determine how the superseded data were derived.
 BY1422
 BY1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ039773(NAD 83)
 BY1422_MARKER: DB = BENCH MARK DISK
 BY1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1422_STAMPING: E 556 1947
 BY1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1422+STABILITY: SURFACE MOTION
 BY1422
 BY1422  HISTORY     - Date     Condition        Report By
 BY1422  HISTORY     - 1947     MONUMENTED       CGS
 BY1422
 BY1422                          STATION DESCRIPTION
 BY1422
 BY1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1422'5.0 MI NE FROM RATCLIFF.
 BY1422'0.2 MILE EAST ALONG STATE HIGHWAY NO.103 FROM THE POST OFFICE AT
 BY1422'RATCLIFF, THENCE NORTHEAST 4.8 MILES ALONG THE WELLS- RATCLIFF ROAD,
 BY1422'73.0 FEET SOUTH OF THE CENTER LINE OF THE WELLS-RATCLIFF ROAD, 53.0
 BY1422'FEET EAST OF THE CENTER LINE OF DAVY CROCKETT NATIONAL FOREST HIGHWAY
 BY1422'NO.11, 235.0 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF A
 BY1422'RAILROAD, 94.6 FEET SOUTHEAST OF A FENCE CORNER, 1.0 FOOT WEST OF A 4
 BY1422'X 4 IN. WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY1422'ABOUT 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0681 ***********************************************************************
 BY0681  DESIGNATION -  E 557
 BY0681  PID         -  BY0681
 BY0681  STATE/COUNTY-  TX/ANGELINA
 BY0681  USGS QUAD   -  WELLS (1980)
 BY0681
 BY0681                         *CURRENT SURVEY CONTROL
 BY0681  ___________________________________________________________________
 BY0681* NAD 83(1986)-  31 24 58.     (N)    094 55 14.     (W)     SCALED    
 BY0681* NAVD 88     -        87.11   (+/-2cm)     285.8    (feet)  VERTCON   
 BY0681  ___________________________________________________________________
 BY0681  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY0681
 BY0681  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0681
 BY0681.The horizontal coordinates were scaled from a topographic map and have
 BY0681.an estimated accuracy of +/- 6 seconds.
 BY0681
 BY0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0681.The vertical order pertains to the NGVD 29 superseded value.
 BY0681
 BY0681.The geoid height was determined by GEOID03.
 BY0681
 BY0681;                    North         East    Units  Estimated Accuracy
 BY0681;SPC TX C     - 3,206,460.    1,214,440.      MT  (+/- 180 meters Scaled)
 BY0681
 BY0681                          SUPERSEDED SURVEY CONTROL
 BY0681
 BY0681  NGVD 29 (??/??/92)   87.169  (m)          285.99   (f) ADJ UNCH    2 0
 BY0681
 BY0681.Superseded values are not recommended for survey control.
 BY0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0681.See file dsdata.txt to determine how the superseded data were derived.
 BY0681
 BY0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ174773(NAD 83)
 BY0681_MARKER: DB = BENCH MARK DISK
 BY0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0681_STAMPING: E 557 1947
 BY0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0681+STABILITY: SURFACE MOTION
 BY0681
 BY0681  HISTORY     - Date     Condition        Report By
 BY0681  HISTORY     - 1947     MONUMENTED       CGS
 BY0681
 BY0681                          STATION DESCRIPTION
 BY0681
 BY0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0681'3.7 MI SW FROM POLLOCK.
 BY0681'3.7 MILES SOUTHWEST ALONG FARM HIGHWAY NO.327 FROM THE POST OFFICE AT
 BY0681'POLLOCK, 78.0 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A
 BY0681'TELEPHONE POLE, 19.6 FEET EAST OF A POINT WHERE A TELEPHONE LINE
 BY0681'CROSSES THE HIGHWAY, 40.6 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT HIGHER
 BY0681'THAN THE CENTER LINE OF THE HIGHWAY, 12.0 FEET NORTHWEST OF A 15 INCH
 BY0681'OAK TREE, 1.4 FEET NORTHWEST OF A FENCE, 2.5 FEET NORTHEAST OF A 4 X 4
 BY0681'IN. WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0681'ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0731 ***********************************************************************
 BY0731  DESIGNATION -  E 558
 BY0731  PID         -  BY0731
 BY0731  STATE/COUNTY-  TX/TRINITY
 BY0731  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0731
 BY0731                         *CURRENT SURVEY CONTROL
 BY0731  ___________________________________________________________________
 BY0731* NAD 83(1986)-  31 12 58.     (N)    094 59 50.     (W)     SCALED    
 BY0731* NAVD 88     -        98.97   (+/-2cm)     324.7    (feet)  VERTCON   
 BY0731  ___________________________________________________________________
 BY0731  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BY0731
 BY0731  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0731
 BY0731.The horizontal coordinates were scaled from a topographic map and have
 BY0731.an estimated accuracy of +/- 6 seconds.
 BY0731
 BY0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0731.The vertical order pertains to the NGVD 29 superseded value.
 BY0731
 BY0731.The geoid height was determined by GEOID03.
 BY0731
 BY0731;                    North         East    Units  Estimated Accuracy
 BY0731;SPC TX C     - 3,183,960.    1,208,220.      MT  (+/- 180 meters Scaled)
 BY0731
 BY0731                          SUPERSEDED SURVEY CONTROL
 BY0731
 BY0731  NGVD 29 (??/??/92)   98.994  (m)          324.78   (f) ADJ UNCH    2 0
 BY0731
 BY0731.Superseded values are not recommended for survey control.
 BY0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0731.See file dsdata.txt to determine how the superseded data were derived.
 BY0731
 BY0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ097552(NAD 83)
 BY0731_MARKER: DB = BENCH MARK DISK
 BY0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0731_STAMPING: E 558 1948
 BY0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0731+STABILITY: SURFACE MOTION
 BY0731
 BY0731  HISTORY     - Date     Condition        Report By
 BY0731  HISTORY     - 1948     MONUMENTED       CGS
 BY0731
 BY0731                          STATION DESCRIPTION
 BY0731
 BY0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0731'1.85 MI SW FROM APPLE SPRINGS.
 BY0731'1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY0731'LODGE AT APPLE SPRINGS, ON TOP OF A HILL, 65.4 FEET SOUTHEAST OF AND
 BY0731'4.0 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, 29.0 FEET
 BY0731'SOUTHEAST OF A BRACED TELEPHONE POLE, 21.7 FEET SOUTHWEST OF A 14-INCH
 BY0731'OAK TREE WITH A TRIANGULAR BLAZE, 18.0 FEET NORTH OF THE CENTER LINE
 BY0731'OF A DIM TRAIL LEADING EAST, 14.8 FEET SOUTHEAST OF A 10-INCH ELM TREE
 BY0731'WITH A TRIANGULAR BLAZE, 1.6 FEET SOUTHWEST OF A REFERENCE POST, SET
 BY0731'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0613 ***********************************************************************
 BL0613  DESIGNATION -  E 559
 BL0613  PID         -  BL0613
 BL0613  STATE/COUNTY-  TX/POLK
 BL0613  USGS QUAD   -  CARMONA (1984)
 BL0613
 BL0613                         *CURRENT SURVEY CONTROL
 BL0613  ___________________________________________________________________
 BL0613* NAD 83(1986)-  30 57 48.     (N)    094 57 17.     (W)     SCALED    
 BL0613* NAVD 88     -       108.71   (+/-2cm)     356.7    (feet)  VERTCON   
 BL0613  ___________________________________________________________________
 BL0613  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL0613
 BL0613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0613
 BL0613.The horizontal coordinates were scaled from a topographic map and have
 BL0613.an estimated accuracy of +/- 6 seconds.
 BL0613
 BL0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0613.The vertical order pertains to the NGVD 29 superseded value.
 BL0613
 BL0613.The geoid height was determined by GEOID03.
 BL0613
 BL0613;                    North         East    Units  Estimated Accuracy
 BL0613;SPC TX C     - 3,156,160.    1,213,620.      MT  (+/- 180 meters Scaled)
 BL0613
 BL0613                          SUPERSEDED SURVEY CONTROL
 BL0613
 BL0613  NGVD 29 (??/??/92)  108.726  (m)          356.71   (f) ADJ UNCH    2 0
 BL0613
 BL0613.Superseded values are not recommended for survey control.
 BL0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0613.See file dsdata.txt to determine how the superseded data were derived.
 BL0613
 BL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ133271(NAD 83)
 BL0613_MARKER: DB = BENCH MARK DISK
 BL0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0613_STAMPING: E 559 1948
 BL0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0613+STABILITY: SURFACE MOTION
 BL0613
 BL0613  HISTORY     - Date     Condition        Report By
 BL0613  HISTORY     - 1948     MONUMENTED       CGS
 BL0613
 BL0613                          STATION DESCRIPTION
 BL0613
 BL0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0613'2.95 MI S FROM CARMONA.
 BL0613'2.95 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0613'CARMONA, 0.35 MILE SOUTH OF A JUNCTION WITH A TRAIL LEADING EAST, 97.2
 BL0613'FEET NORTHWEST OF A TELEPHONE POLE, 35.0 FEET NORTHEAST OF THE CENTER
 BL0613'LINE OF THE ROAD, 12.0 FEET SOUTHWEST OF A 9-INCH PINE TREE WITH A
 BL0613'TRIANGULAR BLAZE, 1.4 FEET SOUTHEAST OF A REFERENCE POST, AT THE
 BL0613'NORTHWEST END OF A CURVE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BL0613'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1552 ***********************************************************************
 BY1552  DESIGNATION -  E 560
 BY1552  PID         -  BY1552
 BY1552  STATE/COUNTY-  TX/TRINITY
 BY1552  USGS QUAD   -  PENNINGTON (1963)
 BY1552
 BY1552                         *CURRENT SURVEY CONTROL
 BY1552  ___________________________________________________________________
 BY1552* NAD 83(1986)-  31 08 38.     (N)    095 12 33.     (W)     SCALED    
 BY1552* NAVD 88     -        85.66   (+/-2cm)     281.0    (feet)  VERTCON   
 BY1552  ___________________________________________________________________
 BY1552  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BY1552
 BY1552  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1552
 BY1552.The horizontal coordinates were scaled from a topographic map and have
 BY1552.an estimated accuracy of +/- 6 seconds.
 BY1552
 BY1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1552.The vertical order pertains to the NGVD 29 superseded value.
 BY1552
 BY1552.The geoid height was determined by GEOID03.
 BY1552
 BY1552;                    North         East    Units  Estimated Accuracy
 BY1552;SPC TX C     - 3,175,010.    1,188,410.      MT  (+/- 180 meters Scaled)
 BY1552
 BY1552                          SUPERSEDED SURVEY CONTROL
 BY1552
 BY1552  NGVD 29 (??/??/92)   85.677  (m)          281.09   (f) ADJ UNCH    2 0
 BY1552
 BY1552.Superseded values are not recommended for survey control.
 BY1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1552.See file dsdata.txt to determine how the superseded data were derived.
 BY1552
 BY1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ893476(NAD 83)
 BY1552_MARKER: DB = BENCH MARK DISK
 BY1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1552_STAMPING: E 560 1948
 BY1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1552+STABILITY: SURFACE MOTION
 BY1552
 BY1552  HISTORY     - Date     Condition        Report By
 BY1552  HISTORY     - 1948     MONUMENTED       CGS
 BY1552
 BY1552                          STATION DESCRIPTION
 BY1552
 BY1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1552'8.25 MI NW FROM GROVETON.
 BY1552'8.25 MILES NORTHWEST ALONG U. S. HIGHWAY 287 FROM THE COURTHOUSE AT
 BY1552'GROVETON, 214.0 FEET NORTHWEST OF A DAVY CROCKETT NATIONAL FOREST
 BY1552'MARKER, 149.0 FEET WEST OF THE CENTER LINE OF A ROAD LEADING NORTH,
 BY1552'92.0 FEET SOUTHEAST OF THE SOUTH CORNER OF A SMALL FRAME BUILDING,
 BY1552'67.2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26.2 FEET WEST
 BY1552'OF A 20-INCH OAK TREE, 1.7 FEET SOUTH OF A REFERENCE POST, SET IN THE
 BY1552'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE--
 BY1552'THIS BENCH MARK IS 1.1 MILES SOUTHEAST OF BENCH MARK L 966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1298 ***********************************************************************
 FL1298  DESIGNATION -  E 562
 FL1298  PID         -  FL1298
 FL1298  STATE/COUNTY-  TX/RANDALL
 FL1298  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1298
 FL1298                         *CURRENT SURVEY CONTROL
 FL1298  ___________________________________________________________________
 FL1298* NAD 83(1986)-  35 02 40.     (N)    101 56 11.     (W)     SCALED    
 FL1298* NAVD 88     -      1111.971  (meters)    3648.19   (feet)  ADJUSTED  
 FL1298  ___________________________________________________________________
 FL1298  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FL1298  DYNAMIC HT  -        1110.627 (meters)    3643.78  (feet)  COMP
 FL1298  MODELED GRAV-     979,387.7   (mgal)                       NAVD 88
 FL1298
 FL1298  VERT ORDER  -  SECOND    CLASS 0
 FL1298
 FL1298.The horizontal coordinates were scaled from a topographic map and have
 FL1298.an estimated accuracy of +/- 6 seconds.
 FL1298
 FL1298.The orthometric height was determined by differential leveling
 FL1298.and adjusted by the National Geodetic Survey in June 1991..
 FL1298
 FL1298.The geoid height was determined by GEOID03.
 FL1298
 FL1298.The dynamic height is computed by dividing the NAVD 88
 FL1298.geopotential number by the normal gravity value computed on the
 FL1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1298.degrees latitude (g = 980.6199 gals.).
 FL1298
 FL1298.The modeled gravity was interpolated from observed gravity values.
 FL1298
 FL1298;                    North         East    Units  Estimated Accuracy
 FL1298;SPC TX N     - 1,115,960.      160,190.      MT  (+/- 180 meters Scaled)
 FL1298
 FL1298                          SUPERSEDED SURVEY CONTROL
 FL1298
 FL1298  NGVD 29 (??/??/92) 1111.493  (m)         3646.62   (f) ADJ UNCH    2 0
 FL1298
 FL1298.Superseded values are not recommended for survey control.
 FL1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1298.See file dsdata.txt to determine how the superseded data were derived.
 FL1298
 FL1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD321819(NAD 83)
 FL1298_MARKER: DB = BENCH MARK DISK
 FL1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1298_STAMPING: E 562 1935
 FL1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1298+STABILITY: SURFACE MOTION
 FL1298
 FL1298  HISTORY     - Date     Condition        Report By
 FL1298  HISTORY     - 1935     MONUMENTED       CGS
 FL1298  HISTORY     - 1959     MARK NOT FOUND   USGS
 FL1298
 FL1298                          STATION DESCRIPTION
 FL1298
 FL1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1298'4.29 MI N FROM CANYON.
 FL1298'4.3 MILES NORTH ALONG THE SONCY ROAD FROM THE PANHANDLE AND SANTA FE
 FL1298'RAILWAY STATION AT CANYON, RANDALL COUNTY, AT THE NORTHWEST END OF A
 FL1298'LONG DEEP CANYON, AT THE TOP OF A HILL, 250 FEET NORTH OF A ROAD
 FL1298'JUNCTION, AT HAMMOND RANCH, 108 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FL1298'OF THE RANCH HOUSE, IN THE FRONT YARD, 34 FEET WEST OF THE CENTER LINE
 FL1298'OF THE ROAD, AND IN THE SOUTHEAST FENCE CORNER.  A STANDARD DISK,
 FL1298'STAMPED E 562 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL1298
 FL1298                          STATION RECOVERY (1959)
 FL1298
 FL1298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FL1298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1166 ***********************************************************************
 AY1166  DESIGNATION -  E 564
 AY1166  PID         -  AY1166
 AY1166  STATE/COUNTY-  TX/BANDERA
 AY1166  USGS QUAD   -  TARPLEY PASS (1964)
 AY1166
 AY1166                         *CURRENT SURVEY CONTROL
 AY1166  ___________________________________________________________________
 AY1166* NAD 83(1986)-  29 41 47.     (N)    099 10 14.     (W)     SCALED    
 AY1166* NAVD 88     -       477.382  (meters)    1566.21   (feet)  ADJUSTED  
 AY1166  ___________________________________________________________________
 AY1166  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AY1166  DYNAMIC HT  -         476.688 (meters)    1563.93  (feet)  COMP
 AY1166  MODELED GRAV-     979,173.7   (mgal)                       NAVD 88
 AY1166
 AY1166  VERT ORDER  -  SECOND    CLASS 0
 AY1166
 AY1166.The horizontal coordinates were scaled from a topographic map and have
 AY1166.an estimated accuracy of +/- 6 seconds.
 AY1166
 AY1166.The orthometric height was determined by differential leveling
 AY1166.and adjusted by the National Geodetic Survey in June 1991..
 AY1166
 AY1166.The geoid height was determined by GEOID03.
 AY1166
 AY1166.The dynamic height is computed by dividing the NAVD 88
 AY1166.geopotential number by the normal gravity value computed on the
 AY1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1166.degrees latitude (g = 980.6199 gals.).
 AY1166
 AY1166.The modeled gravity was interpolated from observed gravity values.
 AY1166
 AY1166;                    North         East    Units  Estimated Accuracy
 AY1166;SPC TXSC     - 4,206,490.      583,500.      MT  (+/- 180 meters Scaled)
 AY1166
 AY1166                          SUPERSEDED SURVEY CONTROL
 AY1166
 AY1166  NGVD 29 (??/??/92)  477.255  (m)         1565.79   (f) ADJ UNCH    2 0
 AY1166
 AY1166.Superseded values are not recommended for survey control.
 AY1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1166.See file dsdata.txt to determine how the superseded data were derived.
 AY1166
 AY1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT835851(NAD 83)
 AY1166_MARKER: DB = BENCH MARK DISK
 AY1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1166_STAMPING: E 564 1953
 AY1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1166+STABILITY: SURFACE MOTION
 AY1166
 AY1166  HISTORY     - Date     Condition        Report By
 AY1166  HISTORY     - 1953     MONUMENTED       CGS
 AY1166  HISTORY     - 1963     GOOD             USGS
 AY1166  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 AY1166  HISTORY     - 20050809 MARK NOT FOUND   USPSQD
 AY1166
 AY1166                          STATION DESCRIPTION
 AY1166
 AY1166'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AY1166'6.8 MI SW FROM BANDERA.
 AY1166'2.2 MILES WEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT BANDERA,
 AY1166'THENCE 4.6 MILES SOUTHWEST ALONG FARM ROAD 470, ON THE SOUTHWEST SLOPE
 AY1166'OF A HILL, AT THE NORTHWEST EDGE OF A CLEARING.  135 FEET NORTHWEST OF
 AY1166'THE CENTER LINE OF THE HIGHWAY, 2.5 FEET SOUTHWEST OF A WITNESS POST
 AY1166'AND ABOUT 60 FEET NORTHWEST OF THE R. O. W. FENCE LINE, SET IN THE TOP
 AY1166'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE GROUND.
 AY1166
 AY1166                          STATION RECOVERY (1993)
 AY1166
 AY1166'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1166'MARK NOT FOUND.
 AY1166
 AY1166                          STATION RECOVERY (2005)
 AY1166
 AY1166'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0255 ***********************************************************************
 EN0255  DESIGNATION -  E 565
 EN0255  PID         -  EN0255
 EN0255  STATE/COUNTY-  TX/ARMSTRONG
 EN0255  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0255
 EN0255                         *CURRENT SURVEY CONTROL
 EN0255  ___________________________________________________________________
 EN0255* NAD 83(1986)-  34 51 49.     (N)    101 28 21.     (W)     SCALED    
 EN0255* NAVD 88     -       772.704  (meters)    2535.11   (feet)  ADJUSTED  
 EN0255  ___________________________________________________________________
 EN0255  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EN0255  DYNAMIC HT  -         771.791 (meters)    2532.12  (feet)  COMP
 EN0255  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 EN0255
 EN0255  VERT ORDER  -  SECOND    CLASS 0
 EN0255
 EN0255.The horizontal coordinates were scaled from a topographic map and have
 EN0255.an estimated accuracy of +/- 6 seconds.
 EN0255
 EN0255.The orthometric height was determined by differential leveling
 EN0255.and adjusted by the National Geodetic Survey in June 1991..
 EN0255
 EN0255.The geoid height was determined by GEOID03.
 EN0255
 EN0255.The dynamic height is computed by dividing the NAVD 88
 EN0255.geopotential number by the normal gravity value computed on the
 EN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0255.degrees latitude (g = 980.6199 gals.).
 EN0255
 EN0255.The modeled gravity was interpolated from observed gravity values.
 EN0255
 EN0255;                    North         East    Units  Estimated Accuracy
 EN0255;SPC TX N     - 1,095,810.      202,510.      MT  (+/- 180 meters Scaled)
 EN0255
 EN0255                          SUPERSEDED SURVEY CONTROL
 EN0255
 EN0255  NGVD 29 (??/??/92)  772.274  (m)         2533.70   (f) ADJ UNCH    2 0
 EN0255
 EN0255.Superseded values are not recommended for survey control.
 EN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0255.See file dsdata.txt to determine how the superseded data were derived.
 EN0255
 EN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD739607(NAD 83)
 EN0255_MARKER: DB = BENCH MARK DISK
 EN0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0255_STAMPING: E 565 1935
 EN0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0255+STABILITY: SURFACE MOTION
 EN0255
 EN0255  HISTORY     - Date     Condition        Report By
 EN0255  HISTORY     - 1935     MONUMENTED       CGS
 EN0255  HISTORY     - 1943     GOOD             NGS
 EN0255
 EN0255                          STATION DESCRIPTION
 EN0255
 EN0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0255'34.3 MI SE FROM CANYON.
 EN0255'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0255'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 14.3 MILES EAST
 EN0255'AND SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  ON THE
 EN0255'SOUTH SIDE OF A CREEK, 225 FEET NORTHEAST OF A SMALL RANCH HOUSE,
 EN0255'ABOUT 250 FEET SOUTH OF THE SOUTH BANK OF THE RIVER, AND 110 FEET WEST
 EN0255'OF A WIRE GATE.  A STANDARD DISK, STAMPED E 565 1935 AND SET IN THE
 EN0255'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0440 ***********************************************************************
 EN0440  DESIGNATION -  E 566
 EN0440  PID         -  EN0440
 EN0440  STATE/COUNTY-  TX/RANDALL
 EN0440  USGS QUAD   -  CANYON (1984)
 EN0440
 EN0440                         *CURRENT SURVEY CONTROL
 EN0440  ___________________________________________________________________
 EN0440* NAD 83(1986)-  34 54 16.     (N)    101 57 18.     (W)     SCALED    
 EN0440* NAVD 88     -      1118.076  (meters)    3668.22   (feet)  ADJUSTED  
 EN0440  ___________________________________________________________________
 EN0440  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 EN0440  DYNAMIC HT  -        1116.703 (meters)    3663.72  (feet)  COMP
 EN0440  MODELED GRAV-     979,367.8   (mgal)                       NAVD 88
 EN0440
 EN0440  VERT ORDER  -  SECOND    CLASS 0
 EN0440
 EN0440.The horizontal coordinates were scaled from a topographic map and have
 EN0440.an estimated accuracy of +/- 6 seconds.
 EN0440
 EN0440.The orthometric height was determined by differential leveling
 EN0440.and adjusted by the National Geodetic Survey in June 1991..
 EN0440
 EN0440.The geoid height was determined by GEOID03.
 EN0440
 EN0440.The dynamic height is computed by dividing the NAVD 88
 EN0440.geopotential number by the normal gravity value computed on the
 EN0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0440.degrees latitude (g = 980.6199 gals.).
 EN0440
 EN0440.The modeled gravity was interpolated from observed gravity values.
 EN0440
 EN0440;                    North         East    Units  Estimated Accuracy
 EN0440;SPC TX N     - 1,100,430.      158,420.      MT  (+/- 180 meters Scaled)
 EN0440
 EN0440                          SUPERSEDED SURVEY CONTROL
 EN0440
 EN0440  NGVD 29 (??/??/92) 1117.590  (m)         3666.63   (f) ADJ UNCH    2 0
 EN0440
 EN0440.Superseded values are not recommended for survey control.
 EN0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0440.See file dsdata.txt to determine how the superseded data were derived.
 EN0440
 EN0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD299664(NAD 83)
 EN0440_MARKER: DB = BENCH MARK DISK
 EN0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0440_STAMPING: E-566 1935
 EN0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0440+STABILITY: SURFACE MOTION
 EN0440
 EN0440  HISTORY     - Date     Condition        Report By
 EN0440  HISTORY     - 1935     MONUMENTED       CGS
 EN0440  HISTORY     - 1943     GOOD             NGS
 EN0440
 EN0440                          STATION DESCRIPTION
 EN0440
 EN0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0440'7.06 MI SW FROM CANYON.
 EN0440'ALONG GRADED ROAD.  TO REACH BENCH MARK FROM CANYON COURT HOUSE GO 1.7
 EN0440'MILES WEST ALONG GRADED ROAD, AND THEN 5.36 MILES SOUTH.  THE BENCH
 EN0440'MARK IS LOCATED IN THE SOUTHEAST CORNER OF A DESERTED HOUSE YARD.
 EN0440'ABOUT 216.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF DESERTED HOUSE, 47.4
 EN0440'FEET WEST OF CENTER LINE OF ROAD, 15.0 FEET WEST OF RIGHT OF WAY
 EN0440'FENCE, AND 3.2 FEET NORTH OF FENCE LINE RUNNING WEST.  NOTE-- A WHITE
 EN0440'REF. POST IS 1/2 FT. S OF BM.
 EN0440
 EN0440                          STATION RECOVERY (1943)
 EN0440
 EN0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EN0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0537 ***********************************************************************
 EN0537  DESIGNATION -  E 568
 EN0537  PID         -  EN0537
 EN0537  STATE/COUNTY-  TX/RANDALL
 EN0537  USGS QUAD   -  WESLEY POINT (1984)
 EN0537
 EN0537                         *CURRENT SURVEY CONTROL
 EN0537  ___________________________________________________________________
 EN0537* NAD 83(1986)-  34 48 26.     (N)    101 44 27.     (W)     SCALED    
 EN0537* NAVD 88     -      1083.214  (meters)    3553.84   (feet)  ADJUSTED  
 EN0537  ___________________________________________________________________
 EN0537  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 EN0537  DYNAMIC HT  -        1081.886 (meters)    3549.49  (feet)  COMP
 EN0537  MODELED GRAV-     979,372.2   (mgal)                       NAVD 88
 EN0537
 EN0537  VERT ORDER  -  SECOND    CLASS 0
 EN0537
 EN0537.The horizontal coordinates were scaled from a topographic map and have
 EN0537.an estimated accuracy of +/- 6 seconds.
 EN0537
 EN0537.The orthometric height was determined by differential leveling
 EN0537.and adjusted by the National Geodetic Survey in June 1991..
 EN0537
 EN0537.The geoid height was determined by GEOID03.
 EN0537
 EN0537.The dynamic height is computed by dividing the NAVD 88
 EN0537.geopotential number by the normal gravity value computed on the
 EN0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0537.degrees latitude (g = 980.6199 gals.).
 EN0537
 EN0537.The modeled gravity was interpolated from observed gravity values.
 EN0537
 EN0537;                    North         East    Units  Estimated Accuracy
 EN0537;SPC TX N     - 1,089,580.      177,960.      MT  (+/- 180 meters Scaled)
 EN0537
 EN0537                          SUPERSEDED SURVEY CONTROL
 EN0537
 EN0537  NGVD 29 (??/??/92) 1082.760  (m)         3552.36   (f) ADJ UNCH    2 0
 EN0537
 EN0537.Superseded values are not recommended for survey control.
 EN0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0537.See file dsdata.txt to determine how the superseded data were derived.
 EN0537
 EN0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD492550(NAD 83)
 EN0537_MARKER: DB = BENCH MARK DISK
 EN0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0537_STAMPING: E 568 1935
 EN0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0537+STABILITY: SURFACE MOTION
 EN0537
 EN0537  HISTORY     - Date     Condition        Report By
 EN0537  HISTORY     - 1935     MONUMENTED       CGS
 EN0537  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0537  HISTORY     - 1979     MARK NOT FOUND   USGS
 EN0537
 EN0537                          STATION DESCRIPTION
 EN0537
 EN0537'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0537'13 MI NE FROM HAPPY.
 EN0537'IN RANDALL COUNTY, 13.0 MILES NORTHEAST OF HAPPY, SWISHER COUNTY. THIS
 EN0537'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.2 MILE EAST
 EN0537'ALONG A CITY STREET, THENCE 4.9 MILES NORTHWEST ALONG U.S. HIGHWAY 87,
 EN0537'AND THENCE 7.9 MILES EAST ALONG A GRADED ROAD.  LT IS 66 FEET EAST OF
 EN0537'THE PROLONGATION OF THE CENTERLINE OF A DIM ROAD LEADING SOUTH, 39.4
 EN0537'FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 9.8 FEET NORTH
 EN0537'OF THE RIGHT-OF-WAY FENCE, AND 1.2 FEET WEST OF THE FENCE LEADING
 EN0537'NORTH.  A STANDARD DISK, STAMPED E 568 1935 AND SET IN THE TOP OF A
 EN0537'CONCRETE POST.  NOTE-- WIDENING THE HIGHWAY.
 EN0537
 EN0537                          STATION RECOVERY (1979)
 EN0537
 EN0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EN0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0241 ***********************************************************************
 EN0241  DESIGNATION -  E 569
 EN0241  PID         -  EN0241
 EN0241  STATE/COUNTY-  TX/ARMSTRONG
 EN0241  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0241
 EN0241                         *CURRENT SURVEY CONTROL
 EN0241  ___________________________________________________________________
 EN0241* NAD 83(1986)-  34 47 33.     (N)    101 29 27.     (W)     SCALED    
 EN0241* NAVD 88     -      1021.196  (meters)    3350.37   (feet)  ADJUSTED  
 EN0241  ___________________________________________________________________
 EN0241  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0241  DYNAMIC HT  -        1019.965 (meters)    3346.34  (feet)  COMP
 EN0241  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 EN0241
 EN0241  VERT ORDER  -  SECOND    CLASS 0
 EN0241
 EN0241.The horizontal coordinates were scaled from a topographic map and have
 EN0241.an estimated accuracy of +/- 6 seconds.
 EN0241
 EN0241.The orthometric height was determined by differential leveling
 EN0241.and adjusted by the National Geodetic Survey in June 1991..
 EN0241
 EN0241.The geoid height was determined by GEOID03.
 EN0241
 EN0241.The dynamic height is computed by dividing the NAVD 88
 EN0241.geopotential number by the normal gravity value computed on the
 EN0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0241.degrees latitude (g = 980.6199 gals.).
 EN0241
 EN0241.The modeled gravity was interpolated from observed gravity values.
 EN0241
 EN0241;                    North         East    Units  Estimated Accuracy
 EN0241;SPC TX N     - 1,087,920.      200,840.      MT  (+/- 180 meters Scaled)
 EN0241
 EN0241                          SUPERSEDED SURVEY CONTROL
 EN0241
 EN0241  NGVD 29 (??/??/92) 1020.763  (m)         3348.95   (f) ADJ UNCH    2 0
 EN0241
 EN0241.Superseded values are not recommended for survey control.
 EN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0241.See file dsdata.txt to determine how the superseded data were derived.
 EN0241
 EN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD721528(NAD 83)
 EN0241_MARKER: DB = BENCH MARK DISK
 EN0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0241_STAMPING: E 569 1935
 EN0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0241+STABILITY: SURFACE MOTION
 EN0241
 EN0241  HISTORY     - Date     Condition        Report By
 EN0241  HISTORY     - 1935     MONUMENTED       CGS
 EN0241  HISTORY     - 1943     MARK NOT FOUND   NGS
 EN0241
 EN0241                          STATION DESCRIPTION
 EN0241
 EN0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0241'3.2 MI E FROM WAYSIDE.
 EN0241'3.2 MILES EAST ALONG A GRADED ROAD FROM THE POST OFFICE AT WAYSIDE,
 EN0241'ARMSTRONG COUNTY, 0.7 MILE NORTH OF A DRY WASH, AT A T-ROAD JUNCTION,
 EN0241'112 FEET SOUTHWEST OF A WIRE GATE AND A DIM TRAIL LEADING EAST TO A
 EN0241'RANCH HOUSE, 76 FEET WEST OF THE NORTH-AND-SOUTH ROAD, AND 36 FEET
 EN0241'SOUTH OF THE EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED E 569 1935
 EN0241'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0255 ***********************************************************************
 FM0255  DESIGNATION -  E 570
 FM0255  PID         -  FM0255
 FM0255  STATE/COUNTY-  TX/OLDHAM
 FM0255  USGS QUAD   -  JAY TAYLOR RANCH (1966)
 FM0255
 FM0255                         *CURRENT SURVEY CONTROL
 FM0255  ___________________________________________________________________
 FM0255* NAD 83(1986)-  35 18 15.     (N)    102 21 07.     (W)     SCALED    
 FM0255* NAVD 88     -      1220.871  (meters)    4005.47   (feet)  ADJUSTED  
 FM0255  ___________________________________________________________________
 FM0255  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 FM0255  DYNAMIC HT  -        1219.410 (meters)    4000.68  (feet)  COMP
 FM0255  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 FM0255
 FM0255  VERT ORDER  -  SECOND    CLASS 0
 FM0255
 FM0255.The horizontal coordinates were scaled from a topographic map and have
 FM0255.an estimated accuracy of +/- 6 seconds.
 FM0255
 FM0255.The orthometric height was determined by differential leveling
 FM0255.and adjusted by the National Geodetic Survey in June 1991..
 FM0255
 FM0255.The geoid height was determined by GEOID03.
 FM0255
 FM0255.The dynamic height is computed by dividing the NAVD 88
 FM0255.geopotential number by the normal gravity value computed on the
 FM0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0255.degrees latitude (g = 980.6199 gals.).
 FM0255
 FM0255.The modeled gravity was interpolated from observed gravity values.
 FM0255
 FM0255;                    North         East    Units  Estimated Accuracy
 FM0255;SPC TX N     - 1,145,010.      122,520.      MT  (+/- 180 meters Scaled)
 FM0255
 FM0255                          SUPERSEDED SURVEY CONTROL
 FM0255
 FM0255  NGVD 29 (??/??/92) 1220.359  (m)         4003.79   (f) ADJ UNCH    2 0
 FM0255
 FM0255.Superseded values are not recommended for survey control.
 FM0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0255.See file dsdata.txt to determine how the superseded data were derived.
 FM0255
 FM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV407099(NAD 83)
 FM0255_MARKER: DB = BENCH MARK DISK
 FM0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0255_STAMPING: E 570 1935
 FM0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0255+STABILITY: SURFACE MOTION
 FM0255
 FM0255  HISTORY     - Date     Condition        Report By
 FM0255  HISTORY     - 1935     MONUMENTED       CGS
 FM0255  HISTORY     - 1966     GOOD             USGS
 FM0255
 FM0255                          STATION DESCRIPTION
 FM0255
 FM0255'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FM0255'7.8 MI NE FROM VEGA.
 FM0255'VEGA.  0.4 MILE NORTH, 3.6 MILES EAST, AND 2.0 MILES NORTH ALONG
 FM0255'GRADED ROADS.  THENCE 1.8 MILES NORTHEAST ALONG THE OLD VEGA-TASCOSA
 FM0255'ROAD.  ABOUT 1.0 MILE NORTH OF A WINDMILL.  0.5 MILE NORTH OF A LARGE
 FM0255'GRAVEL PIT.  AT A BEND IN THE ROAD.  BM IS 60 FT SE OF THE CENTERLINE
 FM0255'OF THE ROAD.  IN TOP OF A CONCRETE POST.  A STD. USC AND GS DISK
 FM0255'STAMPED E-570 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0199 ***********************************************************************
 AM0199  DESIGNATION -  E 571 RESET 1960
 AM0199  PID         -  AM0199
 AM0199  STATE/COUNTY-  TX/MATAGORDA
 AM0199  USGS QUAD   -  BAY CITY (1972)
 AM0199
 AM0199                         *CURRENT SURVEY CONTROL
 AM0199  ___________________________________________________________________
 AM0199* NAD 83(1986)-  28 58 26.     (N)    095 53 26.     (W)     SCALED    
 AM0199* NAVD 88     -        12.08   (+/-2cm)      39.6    (feet)  VERTCON   
 AM0199  ___________________________________________________________________
 AM0199  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AM0199
 AM0199  VERT ORDER  -  THIRD (See Below)
 AM0199
 AM0199.The horizontal coordinates were scaled from a topographic map and have
 AM0199.an estimated accuracy of +/- 6 seconds.
 AM0199
 AM0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0199.The vertical order pertains to the NGVD 29 superseded value.
 AM0199
 AM0199.The geoid height was determined by GEOID03.
 AM0199
 AM0199;                    North         East    Units  Estimated Accuracy
 AM0199;SPC TXSC     - 4,130,430.      902,990.      MT  (+/- 180 meters Scaled)
 AM0199
 AM0199                          SUPERSEDED SURVEY CONTROL
 AM0199
 AM0199  NGVD 29 (??/??/??)   12.10   (m)           39.7    (f) RESET       3  
 AM0199
 AM0199.Superseded values are not recommended for survey control.
 AM0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0199.See file dsdata.txt to determine how the superseded data were derived.
 AM0199
 AM0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN183085(NAD 83)
 AM0199_MARKER: DB = BENCH MARK DISK
 AM0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0199_STAMPING: E 571 RESET 1960
 AM0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0199+STABILITY: SURFACE MOTION
 AM0199
 AM0199  HISTORY     - Date     Condition        Report By
 AM0199  HISTORY     - 1960     MONUMENTED       CGS
 AM0199  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0199  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0199
 AM0199                          STATION DESCRIPTION
 AM0199
 AM0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AM0199'5.1 MI E FROM BAY CITY.
 AM0199'TO REACH THIS MARK FROM BAY CITY, GO EAST FROM THE POST OFFICE ALONG
 AM0199'STATE HIGHWAY NO. 35, 1.7 MILES TO THE JUNCTION WITH F.M. ROAD 457.
 AM0199'TAKE THE RIGHT FORK AND GO EAST ON NO. 457, 03.4 MILES TO THE MARK ON
 AM0199'THE RIGHT.  IT IS 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE,
 AM0199'AT THE BASE OF A LEVEE AND IS ABOUT 0.4 MILE WEST OF THE ENTRANCE ROAD
 AM0199'TO A LARGE BRICK RANCH HOUSE.  A STANDARD DISK STAMPED E 571 RESET
 AM0199'1960 IN A CONCRETE CYLINDER WHICH PROJECTS ABOUT 5 INCHES.
 AM0199
 AM0199                          STATION RECOVERY (1978)
 AM0199
 AM0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0199'NOT RECOVERED THIS DATE.
 AM0199
 AM0199                          STATION RECOVERY (1998)
 AM0199
 AM0199'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0370 ***********************************************************************
 AM0370  DESIGNATION -  E 572
 AM0370  PID         -  AM0370
 AM0370  STATE/COUNTY-  TX/MATAGORDA
 AM0370  USGS QUAD   -  SARGENT (1972)
 AM0370
 AM0370                         *CURRENT SURVEY CONTROL
 AM0370  ___________________________________________________________________
 AM0370* NAD 83(1986)-  28 47 30.     (N)    095 37 53.     (W)     SCALED    
 AM0370* NAVD 88     -         1.25   (+/-2cm)       4.1    (feet)  VERTCON   
 AM0370  ___________________________________________________________________
 AM0370  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0370
 AM0370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0370
 AM0370.The horizontal coordinates were scaled from a topographic map and have
 AM0370.an estimated accuracy of +/- 6 seconds.
 AM0370
 AM0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0370.The vertical order pertains to the NGVD 29 superseded value.
 AM0370
 AM0370.The geoid height was determined by GEOID03.
 AM0370
 AM0370;                    North         East    Units  Estimated Accuracy
 AM0370;SPC TXSC     - 4,110,950.      928,810.      MT  (+/- 180 meters Scaled)
 AM0370
 AM0370                          SUPERSEDED SURVEY CONTROL
 AM0370
 AM0370  NGVD 29 (??/??/92)    1.291  (m)            4.24   (f) ADJ UNCH    2 0
 AM0370
 AM0370.Superseded values are not recommended for survey control.
 AM0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0370.See file dsdata.txt to determine how the superseded data were derived.
 AM0370
 AM0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM431877(NAD 83)
 AM0370_MARKER: DB = BENCH MARK DISK
 AM0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0370_STAMPING: E 572 1941
 AM0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0370+STABILITY: SURFACE MOTION
 AM0370
 AM0370  HISTORY     - Date     Condition        Report By
 AM0370  HISTORY     - 1941     MONUMENTED       CGS
 AM0370
 AM0370                          STATION DESCRIPTION
 AM0370
 AM0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0370'3.7 MI SE FROM SARGENT.
 AM0370'3.7 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AM0370'SARGENT, MATAGORDA COUNTY, 1.6 MILES NORTHWEST OF INTRACOASTAL
 AM0370'WATERWAY, 318 FEET SOUTHWEST OF A CONCRETE WATER TANK FOR CATTLE ON
 AM0370'THE NORTHEAST SIDE OF THE ROAD, 223 FEET NORTH OF A DIRT WINDBREAK FOR
 AM0370'CATTLE ON THE SOUTHWEST SIDE OF THE ROAD, 64 FEET NORTHWEST OF A SMALL
 AM0370'WOODEN BRIDGE, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3 FEET
 AM0370'EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 AM0370'STANDARD DISK, STAMPED E 572 1941 AND SET IN THE TOP OF A CONCRETE
 AM0370'POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0397 ***********************************************************************
 AM0397  DESIGNATION -  E 573
 AM0397  PID         -  AM0397
 AM0397  STATE/COUNTY-  TX/MATAGORDA
 AM0397  USGS QUAD   -  CEDAR LANE (1972)
 AM0397
 AM0397                         *CURRENT SURVEY CONTROL
 AM0397  ___________________________________________________________________
 AM0397* NAD 83(1986)-  28 55 26.     (N)    095 44 21.     (W)     SCALED    
 AM0397* NAVD 88     -         5.72   (+/-2cm)      18.8    (feet)  VERTCON   
 AM0397  ___________________________________________________________________
 AM0397  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0397
 AM0397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0397
 AM0397.The horizontal coordinates were scaled from a topographic map and have
 AM0397.an estimated accuracy of +/- 6 seconds.
 AM0397
 AM0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0397.The vertical order pertains to the NGVD 29 superseded value.
 AM0397
 AM0397.The geoid height was determined by GEOID03.
 AM0397
 AM0397;                    North         East    Units  Estimated Accuracy
 AM0397;SPC TXSC     - 4,125,300.      917,890.      MT  (+/- 180 meters Scaled)
 AM0397
 AM0397                          SUPERSEDED SURVEY CONTROL
 AM0397
 AM0397  NGVD 29 (??/??/92)    5.747  (m)           18.85   (f) ADJ UNCH    2 0
 AM0397
 AM0397.Superseded values are not recommended for survey control.
 AM0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0397.See file dsdata.txt to determine how the superseded data were derived.
 AM0397
 AM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN329026(NAD 83)
 AM0397_MARKER: DB = BENCH MARK DISK
 AM0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0397_STAMPING: E 573 1941
 AM0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0397+STABILITY: SURFACE MOTION
 AM0397
 AM0397  HISTORY     - Date     Condition        Report By
 AM0397  HISTORY     - 1941     MONUMENTED       CGS
 AM0397  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0397
 AM0397                          STATION DESCRIPTION
 AM0397
 AM0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0397'0.4 MI SE FROM CEDAR LANE.
 AM0397'0.4 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0397'OFFICE AT CEDAR LANE, THENCE 1.1 MILES SOUTHWEST ALONG THE WADSWORTH
 AM0397'ROAD.  0.8 MILE SOUTHWEST OF CEDAR LANE SCHOOL.  0.45 MILE SOUTH OF A
 AM0397'CURVE IN THE ROAD, 0.1 MILE NORTH OF ANOTHER CURVE IN THE ROAD, 48
 AM0397'FEET WEST OF THE CENTERLINE OF THE ROAD, 18 FEET NORTHWEST OF A
 AM0397'POWER-LINE POLE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 AM0397'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED E 573 1941 AND SET IN
 AM0397'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AM0397
 AM0397                          STATION RECOVERY (1998)
 AM0397
 AM0397'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0552 ***********************************************************************
 AX0552  DESIGNATION -  E 574
 AX0552  PID         -  AX0552
 AX0552  STATE/COUNTY-  TX/WHARTON
 AX0552  USGS QUAD   -  DANEVANG (1951)
 AX0552
 AX0552                         *CURRENT SURVEY CONTROL
 AX0552  ___________________________________________________________________
 AX0552* NAD 83(1986)-  29 06 29.     (N)    096 09 35.     (W)     SCALED    
 AX0552* NAVD 88     -        24.18   (+/-2cm)      79.3    (feet)  VERTCON   
 AX0552  ___________________________________________________________________
 AX0552  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0552
 AX0552  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0552
 AX0552.The horizontal coordinates were scaled from a topographic map and have
 AX0552.an estimated accuracy of +/- 6 seconds.
 AX0552
 AX0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0552.The vertical order pertains to the NGVD 29 superseded value.
 AX0552
 AX0552.The geoid height was determined by GEOID03.
 AX0552
 AX0552;                    North         East    Units  Estimated Accuracy
 AX0552;SPC TXSC     - 4,144,630.      876,400.      MT  (+/- 180 meters Scaled)
 AX0552
 AX0552                          SUPERSEDED SURVEY CONTROL
 AX0552
 AX0552  NGVD 29 (??/??/92)   24.190  (m)           79.36   (f) ADJ UNCH    2 0
 AX0552
 AX0552.Superseded values are not recommended for survey control.
 AX0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0552.See file dsdata.txt to determine how the superseded data were derived.
 AX0552
 AX0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT764232(NAD 83)
 AX0552_MARKER: DB = BENCH MARK DISK
 AX0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0552_STAMPING: E 574 1941
 AX0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0552+STABILITY: SURFACE MOTION
 AX0552
 AX0552  HISTORY     - Date     Condition        Report By
 AX0552  HISTORY     - 1941     MONUMENTED       CGS
 AX0552
 AX0552                          STATION DESCRIPTION
 AX0552
 AX0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0552'12.0 MI SE FROM EL CAMPO.
 AX0552'TO REACH THE BENCH MARK FROM THE EL CAMPO FIRE STATION-- GO SOUTHEAST
 AX0552'7.1 MILES ALONG STATE HIGHWAY 71 TO THE INTERSECTION OF GRADED ROAD
 AX0552'RUNNING EAST, THENCE EAST (LEFT) ON GRADED ROAD 4.4 MILES TO A T ROAD
 AX0552'INTERSECTION, THENCE NORTH (LEFT) 0.5 MILE TO A NORTH T ROAD
 AX0552'INTERSECTION AND THE SITE OF THE MARK.  BENCH MARK IS 40.0 FEET
 AX0552'SOUTHWEST OF THE CENTER OF THE INTERSECTION, 31.0 FEET WEST OF AND
 AX0552'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 AX0552'3.0 FEET NORTH OF 4X4 INCH WOODEN MARKER POST, AND 1.0 FOOT WEST OF
 AX0552'THE RIGHT OF WAY FENCE.  MONUMENT PROJECTS ABOUT 0.6 FOOT.  A STANDARD
 AX0552'DISK SET IN TOP OF A CONCRETE POST, STAMPED E 574 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0535 ***********************************************************************
 AX0535  DESIGNATION -  E 575
 AX0535  PID         -  AX0535
 AX0535  STATE/COUNTY-  TX/WHARTON
 AX0535  USGS QUAD   -  EL CAMPO (1981)
 AX0535
 AX0535                         *CURRENT SURVEY CONTROL
 AX0535  ___________________________________________________________________
 AX0535* NAD 83(1986)-  29 07 58.     (N)    096 15 36.     (W)     SCALED    
 AX0535* NAVD 88     -        27.79   (+/-2cm)      91.2    (feet)  VERTCON   
 AX0535  ___________________________________________________________________
 AX0535  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0535
 AX0535  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0535
 AX0535.The horizontal coordinates were scaled from a topographic map and have
 AX0535.an estimated accuracy of +/- 6 seconds.
 AX0535
 AX0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0535.The vertical order pertains to the NGVD 29 superseded value.
 AX0535
 AX0535.The geoid height was determined by GEOID03.
 AX0535
 AX0535;                    North         East    Units  Estimated Accuracy
 AX0535;SPC TXSC     - 4,147,140.      866,580.      MT  (+/- 180 meters Scaled)
 AX0535
 AX0535                          SUPERSEDED SURVEY CONTROL
 AX0535
 AX0535  NGVD 29 (??/??/92)   27.803  (m)           91.22   (f) ADJ UNCH    2 0
 AX0535
 AX0535.Superseded values are not recommended for survey control.
 AX0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0535.See file dsdata.txt to determine how the superseded data were derived.
 AX0535
 AX0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT665258(NAD 83)
 AX0535_MARKER: DB = BENCH MARK DISK
 AX0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0535_SP_SET: CULVERT
 AX0535_STAMPING: E 575 1941
 AX0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0535
 AX0535  HISTORY     - Date     Condition        Report By
 AX0535  HISTORY     - 1941     MONUMENTED       CGS
 AX0535
 AX0535                          STATION DESCRIPTION
 AX0535
 AX0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0535'4.4 MI SE FROM EL CAMPO.
 AX0535'TO REACH THE BENCH MARK FROM THE FIRE STATION AT EL CAMPO-- PROCEED
 AX0535'SOUTHEAST ON STATE HIGHWAY 71, GO 4.4 MILES TO LARGE CONCRETE CULVERT
 AX0535'AND SITE OF THE MARK.  BENCH MARK IS IN TOP OF THE SOUTH END OF THE
 AX0535'WEST HEADWALL OF A 30.0 FOOT CONCRETE CULVERT, 16.0 FEET WEST OF AND
 AX0535'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, STAMPED E
 AX0535'575 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0527 ***********************************************************************
 AX0527  DESIGNATION -  E 576
 AX0527  PID         -  AX0527
 AX0527  STATE/COUNTY-  TX/MATAGORDA
 AX0527  USGS QUAD   -  LANE CITY SE (1980)
 AX0527
 AX0527                         *CURRENT SURVEY CONTROL
 AX0527  ___________________________________________________________________
 AX0527* NAD 83(1986)-  29 02 12.     (N)    096 06 08.     (W)     SCALED    
 AX0527* NAVD 88     -        21.48   (+/-2cm)      70.5    (feet)  VERTCON   
 AX0527  ___________________________________________________________________
 AX0527  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX0527
 AX0527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0527
 AX0527.The horizontal coordinates were scaled from a topographic map and have
 AX0527.an estimated accuracy of +/- 6 seconds.
 AX0527
 AX0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0527.The vertical order pertains to the NGVD 29 superseded value.
 AX0527
 AX0527.The geoid height was determined by GEOID03.
 AX0527
 AX0527;                    North         East    Units  Estimated Accuracy
 AX0527;SPC TXSC     - 4,136,860.      882,190.      MT  (+/- 180 meters Scaled)
 AX0527
 AX0527                          SUPERSEDED SURVEY CONTROL
 AX0527
 AX0527  NGVD 29 (??/??/92)   21.504  (m)           70.55   (f) ADJ UNCH    2 0
 AX0527
 AX0527.Superseded values are not recommended for survey control.
 AX0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0527.See file dsdata.txt to determine how the superseded data were derived.
 AX0527
 AX0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT822155(NAD 83)
 AX0527_MARKER: DB = BENCH MARK DISK
 AX0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0527_SP_SET: CULVERT
 AX0527_STAMPING: E 576 1941
 AX0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0527
 AX0527  HISTORY     - Date     Condition        Report By
 AX0527  HISTORY     - 1941     MONUMENTED       CGS
 AX0527  HISTORY     - 1971     GOOD             NGS
 AX0527  HISTORY     - 1971     GOOD             CGS
 AX0527
 AX0527                          STATION DESCRIPTION
 AX0527
 AX0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0527'6.0 MI NW FROM MARKHAM.
 AX0527'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARKHAM--
 AX0527'PROCEED 3.2 MILES NORTH ALONG PAVED ROAD TO THE INTERSECTION OF
 AX0527'CROSSROAD.  THENCE, TURN RIGHT AND GO 2.8 MILES ALONG ROAD TOWARDS
 AX0527'PIERCE TO THE SITE OF THE BENCH MARK.  BENCH MARK IS NEAR A CATTLE
 AX0527'GUARD, SET HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST
 AX0527'HEADWALL OF A 5X5-FOOT CONCRETE BOX CULVERT.  IT IS 15.0 FEET EAST OF
 AX0527'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.
 AX0527
 AX0527                          STATION RECOVERY (1971)
 AX0527
 AX0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX0527'RECOVERED IN GOOD CONDITION.
 AX0527
 AX0527                          STATION RECOVERY (1971)
 AX0527
 AX0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1971
 AX0527'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0527'STATION AT MARKHAM, PROCEED 3.15 MILES NORTHWESTERLY ALONG A PAVED
 AX0527'ROAD TO AN OILED SIDE ROAD INTERSECTION LEADING NORTH TO PIERCE,
 AX0527'THENCE 2.85 MILES NORTHERLY ALONG AN OILED AND DIRT ROAD TO SITE OF
 AX0527'BENCH MARK. BENCH MARK IS ABOUT 0.3 MILE NORTHWEST OF A CURVE, ABOUT
 AX0527'69.0 FEET SOUTHEAST OF A SIDE ROAD INTERSECTION LEADING EAST, AND
 AX0527'ABOUT 40.0 FEET NORTH OF A CATTLE GUARD. IT IS 17.5 FEET NORTHEAST OF
 AX0527'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD, AND SET HORIZONTALLY
 AX0527'IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT
 AX0527'OVER A RICE CANAL. A DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0528 ***********************************************************************
 AX0528  DESIGNATION -  E 576 RESET 1971
 AX0528  PID         -  AX0528
 AX0528  STATE/COUNTY-  TX/MATAGORDA
 AX0528  USGS QUAD   -  LANE CITY SE (1980)
 AX0528
 AX0528                         *CURRENT SURVEY CONTROL
 AX0528  ___________________________________________________________________
 AX0528* NAD 83(1986)-  29 02 11.     (N)    096 06 06.     (W)     SCALED    
 AX0528* NAVD 88     -        20.19   (+/-2cm)      66.2    (feet)  VERTCON   
 AX0528  ___________________________________________________________________
 AX0528  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX0528
 AX0528  VERT ORDER  -  THIRD (See Below)
 AX0528
 AX0528.The horizontal coordinates were scaled from a topographic map and have
 AX0528.an estimated accuracy of +/- 6 seconds.
 AX0528
 AX0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0528.The vertical order pertains to the NGVD 29 superseded value.
 AX0528
 AX0528.The geoid height was determined by GEOID03.
 AX0528
 AX0528;                    North         East    Units  Estimated Accuracy
 AX0528;SPC TXSC     - 4,136,830.      882,250.      MT  (+/- 180 meters Scaled)
 AX0528
 AX0528                          SUPERSEDED SURVEY CONTROL
 AX0528
 AX0528  NGVD 29 (??/??/??)   20.21   (m)           66.3    (f) RESET       3  
 AX0528
 AX0528.Superseded values are not recommended for survey control.
 AX0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0528.See file dsdata.txt to determine how the superseded data were derived.
 AX0528
 AX0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT822154(NAD 83)
 AX0528_MARKER: DB = BENCH MARK DISK
 AX0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0528_STAMPING: E 576 RESET 1971
 AX0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0528+STABILITY: SURFACE MOTION
 AX0528
 AX0528  HISTORY     - Date     Condition        Report By
 AX0528  HISTORY     - 1971     MONUMENTED       NGS
 AX0528  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0528
 AX0528                          STATION DESCRIPTION
 AX0528
 AX0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX0528'5.8 MI NW FROM MARKHAM.
 AX0528'ABOUT 3 MILES NORTHWEST FROM THE POST OFFICE IN MARKHAM, ALONG FARM
 AX0528'ROAD 1468, THEN NORTH ALONG FARM ROAD 3184 FOR 2.8 MILES TO MARK ON
 AX0528'THE RIGHT, 140 FEET SOUTH OF THE SOUTHEDGE OF CANAL, 61 FEET EAST OF
 AX0528'THE CENTER OF FARM ROAD, 92 FEET NORTH OF A HI-LINE POLE, 30 FEET
 AX0528'SOUTH OF THE SOUTH END OF GATE, 2 FEET SOUTH OF A METAL WITNESS POST,
 AX0528'1 FOOT WEST OF A FENCE-LINE ACROSS THE ROAD FROM CORRALS, SET IN THE
 AX0528'TOP OF A SQUARE POST THAT IS FLUSH WITH THE GROUND.
 AX0528
 AX0528                          STATION RECOVERY (1990)
 AX0528
 AX0528'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0304 ***********************************************************************
 AN0304  DESIGNATION -  E 577
 AN0304  PID         -  AN0304
 AN0304  STATE/COUNTY-  TX/MATAGORDA
 AN0304  USGS QUAD   -  MIDFIELD (1995)
 AN0304
 AN0304                         *CURRENT SURVEY CONTROL
 AN0304  ___________________________________________________________________
 AN0304* NAD 83(1986)-  28 59 42.     (N)    096 12 31.     (W)     SCALED    
 AN0304* NAVD 88     -        17.43   (+/-2cm)      57.2    (feet)  VERTCON   
 AN0304  ___________________________________________________________________
 AN0304  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN0304
 AN0304  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0304
 AN0304.The horizontal coordinates were scaled from a topographic map and have
 AN0304.an estimated accuracy of +/- 6 seconds.
 AN0304
 AN0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0304.The vertical order pertains to the NGVD 29 superseded value.
 AN0304
 AN0304.The geoid height was determined by GEOID03.
 AN0304
 AN0304;                    North         East    Units  Estimated Accuracy
 AN0304;SPC TXSC     - 4,131,990.      871,950.      MT  (+/- 180 meters Scaled)
 AN0304
 AN0304                          SUPERSEDED SURVEY CONTROL
 AN0304
 AN0304  NGVD 29 (??/??/92)   17.460  (m)           57.28   (f) ADJ UNCH    2 0
 AN0304
 AN0304.Superseded values are not recommended for survey control.
 AN0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0304.See file dsdata.txt to determine how the superseded data were derived.
 AN0304
 AN0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT719106(NAD 83)
 AN0304_MARKER: DD = SURVEY DISK
 AN0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0304_SP_SET: CULVERT
 AN0304_STAMPING: E 577 1941
 AN0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0304
 AN0304  HISTORY     - Date     Condition        Report By
 AN0304  HISTORY     - 1941     MONUMENTED
 AN0304  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0304
 AN0304                          STATION DESCRIPTION
 AN0304
 AN0304'DESCRIBED 1941
 AN0304'3.9 MI N FROM MIDFIELD.
 AN0304'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF
 AN0304'STATE HIGHWAY 111 AT MIDFIELD, MATAGORDA COUNTY, AT THE JUNCTION OF A
 AN0304'PAVED ROAD LEADING EAST TO MARKHAM, 16 FEET EAST OF THE CENTER LINE OF
 AN0304'THE HIGHWAY, ABOUT 50 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT A
 AN0304'DOUBLE CONCRETE BOX CULVERT, IN THE TOP OF THE SOUTHEAST WING WALL,
 AN0304'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A TEXAS RECLAMATION
 AN0304'DEPARTMENT STANDARD DISK, STAMPED E 577 1941.
 AN0304
 AN0304                          STATION RECOVERY (1999)
 AN0304
 AN0304'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0113 ***********************************************************************
 AN0113  DESIGNATION -  E 578
 AN0113  PID         -  AN0113
 AN0113  STATE/COUNTY-  TX/JACKSON
 AN0113  USGS QUAD   -  FRANCITAS NE (1995)
 AN0113
 AN0113                         *CURRENT SURVEY CONTROL
 AN0113  ___________________________________________________________________
 AN0113* NAD 83(1986)-  28 56 54.     (N)    096 20 22.     (W)     SCALED    
 AN0113* NAVD 88     -        15.34   (+/-2cm)      50.3    (feet)  VERTCON   
 AN0113  ___________________________________________________________________
 AN0113  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN0113
 AN0113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0113
 AN0113.The horizontal coordinates were scaled from a topographic map and have
 AN0113.an estimated accuracy of +/- 6 seconds.
 AN0113
 AN0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0113.The vertical order pertains to the NGVD 29 superseded value.
 AN0113
 AN0113.The geoid height was determined by GEOID03.
 AN0113
 AN0113;                    North         East    Units  Estimated Accuracy
 AN0113;SPC TXSC     - 4,126,520.      859,320.      MT  (+/- 180 meters Scaled)
 AN0113
 AN0113                          SUPERSEDED SURVEY CONTROL
 AN0113
 AN0113  NGVD 29 (??/??/92)   15.365  (m)           50.41   (f) ADJ UNCH    2 0
 AN0113
 AN0113.Superseded values are not recommended for survey control.
 AN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0113.See file dsdata.txt to determine how the superseded data were derived.
 AN0113
 AN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT593051(NAD 83)
 AN0113_MARKER: DB = BENCH MARK DISK
 AN0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0113_SP_SET: CULVERT
 AN0113_STAMPING: E 578 1941
 AN0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0113
 AN0113  HISTORY     - Date     Condition        Report By
 AN0113  HISTORY     - 1941     MONUMENTED       CGS
 AN0113  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 AN0113
 AN0113                          STATION DESCRIPTION
 AN0113
 AN0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0113'6.8 MI N FROM FRANCITAS.
 AN0113'ABOUT 6.8 MILES NORTH ALONG THE ROAD TO LOUISE FROM THE ST. LOUIS,
 AN0113'BROWNSVILLE AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY,
 AN0113'AT THE INTERSECTION OF STATE HIGHWAY 111, 33 FEET WEST OF THE CENTER
 AN0113'LINE OF THE ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT
 AN0113'A 2- BY 4-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE WEST END OF THE
 AN0113'NORTH HEAD WALL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 AN0113'DISK, STAMPED E 578 1941.
 AN0113
 AN0113                          STATION RECOVERY (1991)
 AN0113
 AN0113'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0394 ***********************************************************************
 AX0394  DESIGNATION -  E 579
 AX0394  PID         -  AX0394
 AX0394  STATE/COUNTY-  TX/WHARTON
 AX0394  USGS QUAD   -  LANE CITY (1980)
 AX0394
 AX0394                         *CURRENT SURVEY CONTROL
 AX0394  ___________________________________________________________________
 AX0394* NAD 83(1986)-  29 11 54.     (N)    096 00 57.     (W)     SCALED    
 AX0394* NAVD 88     -        25.67   (+/-2cm)      84.2    (feet)  VERTCON   
 AX0394  ___________________________________________________________________
 AX0394  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0394
 AX0394  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0394
 AX0394.The horizontal coordinates were scaled from a topographic map and have
 AX0394.an estimated accuracy of +/- 6 seconds.
 AX0394
 AX0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0394.The vertical order pertains to the NGVD 29 superseded value.
 AX0394
 AX0394.The geoid height was determined by GEOID03.
 AX0394
 AX0394;                    North         East    Units  Estimated Accuracy
 AX0394;SPC TXSC     - 4,154,980.      890,150.      MT  (+/- 180 meters Scaled)
 AX0394
 AX0394                          SUPERSEDED SURVEY CONTROL
 AX0394
 AX0394  NGVD 29 (??/??/92)   25.682  (m)           84.26   (f) ADJ UNCH    2 0
 AX0394
 AX0394.Superseded values are not recommended for survey control.
 AX0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0394.See file dsdata.txt to determine how the superseded data were derived.
 AX0394
 AX0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT901336(NAD 83)
 AX0394_MARKER: DB = BENCH MARK DISK
 AX0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0394_SP_SET: CULVERT
 AX0394_STAMPING: E 579 1941
 AX0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0394
 AX0394  HISTORY     - Date     Condition        Report By
 AX0394  HISTORY     - 1941     MONUMENTED       CGS
 AX0394
 AX0394                          STATION DESCRIPTION
 AX0394
 AX0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0394'1.4 MI SE FROM LANE CITY.
 AX0394'TO REACH THE BENCH MARK FROM THE SANTA FE RAILROAD DEPOT IN LANE CITY,
 AX0394'GO 1.4 MILES SOUTHEAST ALONG THE RAILROAD TO THE SITE OF THE MARK.
 AX0394'BENCH MARK IS IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 AX0394'CONCRETE CULVERT UNDER THE GRADED ROAD, ABOUT 600.0 FEET NORTH OF MILE
 AX0394'POST NO. 53, 95.0 FEET EAST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE
 AX0394'OF THE RAILROAD, 15.0 FEET EAST OF AND ABOUT 2.0 FEET BELOW THE
 AX0394'CENTERLINE OF THE ROAD.  A STANDARD DISK SET HORIZONTALLY IN A DRILL
 AX0394'HOLE.  STAMPED E 579 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0838 ***********************************************************************
 AN0838  DESIGNATION -  E 580
 AN0838  PID         -  AN0838
 AN0838  STATE/COUNTY-  TX/CALHOUN
 AN0838  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0838
 AN0838                         *CURRENT SURVEY CONTROL
 AN0838  ___________________________________________________________________
 AN0838* NAD 83(1986)-  28 35 35.     (N)    096 38 36.     (W)     SCALED    
 AN0838* NAVD 88     -         2.16   (+/-2cm)       7.1    (feet)  VERTCON   
 AN0838  ___________________________________________________________________
 AN0838  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0838
 AN0838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0838
 AN0838.The horizontal coordinates were scaled from a topographic map and have
 AN0838.an estimated accuracy of +/- 6 seconds.
 AN0838
 AN0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0838.The vertical order pertains to the NGVD 29 superseded value.
 AN0838
 AN0838.The geoid height was determined by GEOID03.
 AN0838
 AN0838;                    North         East    Units  Estimated Accuracy
 AN0838;SPC TXSC     - 4,086,520.      830,500.      MT  (+/- 180 meters Scaled)
 AN0838
 AN0838                          SUPERSEDED SURVEY CONTROL
 AN0838
 AN0838  NGVD 29 (??/??/92)    2.285  (m)            7.50   (f) ADJ UNCH    2 0
 AN0838
 AN0838.Superseded values are not recommended for survey control.
 AN0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0838.See file dsdata.txt to determine how the superseded data were derived.
 AN0838
 AN0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS304651(NAD 83)
 AN0838_MARKER: DB = BENCH MARK DISK
 AN0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0838_STAMPING: E 580 1942
 AN0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0838+STABILITY: SURFACE MOTION
 AN0838
 AN0838  HISTORY     - Date     Condition        Report By
 AN0838  HISTORY     - 1942     MONUMENTED       CGS
 AN0838  HISTORY     - 1943     GOOD             NGS
 AN0838  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0838  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0838
 AN0838                          STATION DESCRIPTION
 AN0838
 AN0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0838'1.9 MI SW FROM PORT LAVACA.
 AN0838'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE
 AN0838'AT PORT LAVACA, CALHOUN COUNTY, 0.1 MILE NORTHEAST OF A BRIDGE OVER A
 AN0838'SMALL CREEK, ON THE SOUTHWEST SLOPE OF A SMALL HILL, 45 FEET SOUTHEAST
 AN0838'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A FENCE CORNER, 3
 AN0838'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE
 AN0838'HIGHWAY.  A STANDARD DISK, STAMPED E 580 1942 AND SET IN THE TOP OF A
 AN0838'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0838
 AN0838                          STATION RECOVERY (1988)
 AN0838
 AN0838'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0838'MARK NOT FOUND.
 AN0838
 AN0838                          STATION RECOVERY (1998)
 AN0838
 AN0838'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0839 ***********************************************************************
 AN0839  DESIGNATION -  E 580 RESET 1966
 AN0839  PID         -  AN0839
 AN0839  STATE/COUNTY-  TX/CALHOUN
 AN0839  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0839
 AN0839                         *CURRENT SURVEY CONTROL
 AN0839  ___________________________________________________________________
 AN0839* NAD 83(1986)-  28 35 35.     (N)    096 38 36.     (W)     SCALED    
 AN0839* NAVD 88     -         2.96   (+/-2cm)       9.7    (feet)  VERTCON   
 AN0839  ___________________________________________________________________
 AN0839  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0839
 AN0839  VERT ORDER  -  THIRD (See Below)
 AN0839
 AN0839.The horizontal coordinates were scaled from a topographic map and have
 AN0839.an estimated accuracy of +/- 6 seconds.
 AN0839
 AN0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0839.The vertical order pertains to the NGVD 29 superseded value.
 AN0839
 AN0839.The geoid height was determined by GEOID03.
 AN0839
 AN0839;                    North         East    Units  Estimated Accuracy
 AN0839;SPC TXSC     - 4,086,520.      830,500.      MT  (+/- 180 meters Scaled)
 AN0839
 AN0839                          SUPERSEDED SURVEY CONTROL
 AN0839
 AN0839  NGVD 29 (??/??/??)    3.08   (m)           10.1    (f) RESET       3  
 AN0839
 AN0839.Superseded values are not recommended for survey control.
 AN0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0839.See file dsdata.txt to determine how the superseded data were derived.
 AN0839
 AN0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS304651(NAD 83)
 AN0839_MARKER: DB = BENCH MARK DISK
 AN0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0839_SP_SET: CATCH BASIN
 AN0839_STAMPING: E 580 RESET 1966
 AN0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0839
 AN0839  HISTORY     - Date     Condition        Report By
 AN0839  HISTORY     - 1966     MONUMENTED       LOCENG
 AN0839  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 AN0839
 AN0839                          STATION DESCRIPTION
 AN0839
 AN0839'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 AN0839'1.8 MI SW FROM PORT LAVACA.
 AN0839'ABOUT 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 238 FROM THE COUNTY
 AN0839'COURTHOUSE AT PORT LAVACA, 330 FEET NORTHEAST OF A BRIDGE OVER LITTLE
 AN0839'CHOCOLATE BAYOU, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 AN0839'AND SET IN THE TOP OF A CONCRETE CATCH BASIN.
 AN0839
 AN0839                          STATION RECOVERY (1992)
 AN0839
 AN0839'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 AN0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0245 ***********************************************************************
 AN0245  DESIGNATION -  E 581
 AN0245  PID         -  AN0245
 AN0245  STATE/COUNTY-  TX/MATAGORDA
 AN0245  USGS QUAD   -  BLESSING SE (1995)
 AN0245
 AN0245                         *CURRENT SURVEY CONTROL
 AN0245  ___________________________________________________________________
 AN0245* NAD 83(1986)-  28 50 15.     (N)    096 05 00.     (W)     SCALED    
 AN0245* NAVD 88     -        11.43   (+/-2cm)      37.5    (feet)  VERTCON   
 AN0245  ___________________________________________________________________
 AN0245  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN0245
 AN0245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0245
 AN0245.The horizontal coordinates were scaled from a topographic map and have
 AN0245.an estimated accuracy of +/- 6 seconds.
 AN0245
 AN0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0245.The vertical order pertains to the NGVD 29 superseded value.
 AN0245
 AN0245.The geoid height was determined by GEOID03.
 AN0245
 AN0245;                    North         East    Units  Estimated Accuracy
 AN0245;SPC TXSC     - 4,114,840.      884,580.      MT  (+/- 180 meters Scaled)
 AN0245
 AN0245                          SUPERSEDED SURVEY CONTROL
 AN0245
 AN0245  NGVD 29 (??/??/92)   11.474  (m)           37.64   (f) ADJ UNCH    2 0
 AN0245
 AN0245.Superseded values are not recommended for survey control.
 AN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0245.See file dsdata.txt to determine how the superseded data were derived.
 AN0245
 AN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS845934(NAD 83)
 AN0245_MARKER: DB = BENCH MARK DISK
 AN0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0245_STAMPING: E 581 1941
 AN0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0245+STABILITY: SURFACE MOTION
 AN0245
 AN0245  HISTORY     - Date     Condition        Report By
 AN0245  HISTORY     - 1941     MONUMENTED       CGS
 AN0245
 AN0245                          STATION DESCRIPTION
 AN0245
 AN0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0245'5.2 MI SW FROM BUCKEYE.
 AN0245'5.2 MILES SOUTHWEST ALONG THE COUNTY CANAL ROAD FROM THE ST. LOUIS,
 AN0245'BROWNSVILLE AND MEXICO RAILWAY STATION AT BUCKEYE, MATAGORDA COUNTY,
 AN0245'0.4 MILE SOUTH OF A SHARP CURVE, 42 FEET EAST OF THE CENTER LINE OF
 AN0245'THE ROAD, 21 FEET WEST OF THE EDGE OF THE CANAL, 3 FEET SOUTH OF A
 AN0245'WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A
 AN0245'STANDARD DISK, STAMPED E 581 1941 AND SET IN THE TOP OF A CONCRETE
 AN0245'POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0274 ***********************************************************************
 AN0274  DESIGNATION -  E 582
 AN0274  PID         -  AN0274
 AN0274  STATE/COUNTY-  TX/MATAGORDA
 AN0274  USGS QUAD   -  BLESSING (1995)
 AN0274
 AN0274                         *CURRENT SURVEY CONTROL
 AN0274  ___________________________________________________________________
 AN0274* NAD 83(1986)-  28 46 10.     (N)    096 07 34.     (W)     SCALED    
 AN0274* NAVD 88     -         6.85   (+/-2cm)      22.5    (feet)  VERTCON   
 AN0274  ___________________________________________________________________
 AN0274  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN0274
 AN0274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0274
 AN0274.The horizontal coordinates were scaled from a topographic map and have
 AN0274.an estimated accuracy of +/- 6 seconds.
 AN0274
 AN0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0274.The vertical order pertains to the NGVD 29 superseded value.
 AN0274
 AN0274.The geoid height was determined by GEOID03.
 AN0274
 AN0274;                    North         East    Units  Estimated Accuracy
 AN0274;SPC TXSC     - 4,107,200.      880,600.      MT  (+/- 180 meters Scaled)
 AN0274
 AN0274                          SUPERSEDED SURVEY CONTROL
 AN0274
 AN0274  NGVD 29 (??/??/92)    6.910  (m)           22.67   (f) ADJ UNCH    2 0
 AN0274
 AN0274.Superseded values are not recommended for survey control.
 AN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0274.See file dsdata.txt to determine how the superseded data were derived.
 AN0274
 AN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS805858(NAD 83)
 AN0274_MARKER: DB = BENCH MARK DISK
 AN0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0274_SP_SET: CULVERT
 AN0274_STAMPING: E 582 1941
 AN0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0274
 AN0274  HISTORY     - Date     Condition        Report By
 AN0274  HISTORY     - 1941     MONUMENTED       CGS
 AN0274  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0274
 AN0274                          STATION DESCRIPTION
 AN0274
 AN0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0274'5.7 MI NE FROM COLLEGEPORT.
 AN0274'5.7 MILES NORTHEAST ALONG A PAVED COUNTY ROAD FROM THE SCHOOL AT
 AN0274'COLLEGEPORT, MATAGORDA COUNTY, 1.0 MILE SOUTH OF THE GENERAL STORE AT
 AN0274'SIMPSONVILLE, 100 FEET SOUTH OF A WHITE RANCHHOUSE, AT A 5- BY 5-FOOT
 AN0274'CONCRETE-BOX CULVERT UNDER THE ROAD FOR A LARGE DRAINAGE CANAL, AND IN
 AN0274'THE CENTER OF THE TOP OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED
 AN0274'E 582 1941.
 AN0274
 AN0274                          STATION RECOVERY (1991)
 AN0274
 AN0274'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0039 ***********************************************************************
 AN0039  DESIGNATION -  E 583
 AN0039  PID         -  AN0039
 AN0039  STATE/COUNTY-  TX/MATAGORDA
 AN0039  USGS QUAD   -  BLESSING (1995)
 AN0039
 AN0039                         *CURRENT SURVEY CONTROL
 AN0039  ___________________________________________________________________
 AN0039* NAD 83(1986)-  28 52 16.     (N)    096 12 37.     (W)     SCALED    
 AN0039* NAVD 88     -        12.34   (+/-2cm)      40.5    (feet)  VERTCON   
 AN0039  ___________________________________________________________________
 AN0039  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN0039
 AN0039  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0039
 AN0039.The horizontal coordinates were scaled from a topographic map and have
 AN0039.an estimated accuracy of +/- 6 seconds.
 AN0039
 AN0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0039.The vertical order pertains to the NGVD 29 superseded value.
 AN0039
 AN0039.The geoid height was determined by GEOID03.
 AN0039
 AN0039;                    North         East    Units  Estimated Accuracy
 AN0039;SPC TXSC     - 4,118,260.      872,110.      MT  (+/- 180 meters Scaled)
 AN0039
 AN0039                          SUPERSEDED SURVEY CONTROL
 AN0039
 AN0039  NGVD 29 (??/??/92)   12.381  (m)           40.62   (f) ADJ UNCH    1 1
 AN0039
 AN0039.Superseded values are not recommended for survey control.
 AN0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0039.See file dsdata.txt to determine how the superseded data were derived.
 AN0039
 AN0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS721969(NAD 83)
 AN0039_MARKER: DB = BENCH MARK DISK
 AN0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0039_SP_SET: BUILDING
 AN0039_STAMPING: E 583 1941
 AN0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0039+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AN0039
 AN0039  HISTORY     - Date     Condition        Report By
 AN0039  HISTORY     - 1941     MONUMENTED       CGS
 AN0039  HISTORY     - 1972     GOOD             NGS
 AN0039  HISTORY     - 1978     GOOD             NGS
 AN0039  HISTORY     - 1991     GOOD             USPSQD
 AN0039  HISTORY     - 20060312 GOOD             USPSQD
 AN0039
 AN0039                          STATION DESCRIPTION
 AN0039
 AN0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0039'0.5 MI E FROM BLESSING.
 AN0039'0.5 MILE EAST ALONG FARM-TO-MARKET ROAD 616 FROM THE CITY WATER TOWER
 AN0039'AT BLESSING, AT THE JUNCTION OF STATE HIGHWAY 35, AT BLESSING HIGH
 AN0039'SCHOOL, SET VERTICALLY IN THE NORTHEAST BRICK WALL, 4.5 FEET SOUTHEAST
 AN0039'OF THE NORTH CORNER OF THE BUILDING, 2.4 FEET BELOW A WINDOW SILL, AND
 AN0039'2.8 FEET ABOVE THE GROUND.
 AN0039
 AN0039                          STATION RECOVERY (1978)
 AN0039
 AN0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0039'RECOVERED IN GOOD CONDITION.
 AN0039
 AN0039                          STATION RECOVERY (1991)
 AN0039
 AN0039'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0039'RECOVERED IN GOOD CONDITION.
 AN0039
 AN0039                          STATION RECOVERY (2006)
 AN0039
 AN0039'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0039'FOUND AS DESCRIBED. TODAY IT IS BLESSING SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0164 ***********************************************************************
 AN0164  DESIGNATION -  E 584
 AN0164  PID         -  AN0164
 AN0164  STATE/COUNTY-  TX/MATAGORDA
 AN0164  USGS QUAD   -  TURTLE BAY (1995)
 AN0164
 AN0164                         *CURRENT SURVEY CONTROL
 AN0164  ___________________________________________________________________
 AN0164* NAD 83(1986)-  28 43 27.     (N)    096 15 52.     (W)     SCALED    
 AN0164* NAVD 88     -         2.65   (+/-2cm)       8.7    (feet)  VERTCON   
 AN0164  ___________________________________________________________________
 AN0164  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0164
 AN0164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0164
 AN0164.The horizontal coordinates were scaled from a topographic map and have
 AN0164.an estimated accuracy of +/- 6 seconds.
 AN0164
 AN0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0164.The vertical order pertains to the NGVD 29 superseded value.
 AN0164
 AN0164.The geoid height was determined by GEOID03.
 AN0164
 AN0164;                    North         East    Units  Estimated Accuracy
 AN0164;SPC TXSC     - 4,101,860.      867,210.      MT  (+/- 180 meters Scaled)
 AN0164
 AN0164                          SUPERSEDED SURVEY CONTROL
 AN0164
 AN0164  NGVD 29 (??/??/92)    2.72   (m)            8.9    (f) COMPUTED    2 0
 AN0164
 AN0164.Superseded values are not recommended for survey control.
 AN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0164.See file dsdata.txt to determine how the superseded data were derived.
 AN0164
 AN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS672804(NAD 83)
 AN0164_MARKER: DB = BENCH MARK DISK
 AN0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0164_STAMPING: E 584 1941
 AN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0164+STABILITY: SURFACE MOTION
 AN0164
 AN0164  HISTORY     - Date     Condition        Report By
 AN0164  HISTORY     - 1941     MONUMENTED       CGS
 AN0164
 AN0164                          STATION DESCRIPTION
 AN0164
 AN0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0164'3.5 MI W FROM PALACIOS.
 AN0164'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC RR DEPOT AT
 AN0164'PALACIOS-- GO WESTERLY 3.5 MILES ALONG STATE HIWAY NO. 35 TO LONG
 AN0164'CURVE IN ROAD AND SITE OF THE MARK.  BENCH MARK IS OPPOSITE THE 13TH
 AN0164'GUARD POST FROM THE EAST END OF CURVE, 51.0 FEET NORTHWEST OF THE
 AN0164'CENTERLINE OF THE HIWAY, 1.7 FEET NORTHWEST OF FENCE LINE, 0.6 MILE
 AN0164'NORTHEAST OF A BRIDGE OVER TURTLE BAYOU, 4.0 FOOT EAST OF WOODEN
 AN0164'MARKER POST.  MARK PROJECTS ABOUT 0.2 FOOT.  A STANDARD DISK SET IN A
 AN0164'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0165 ***********************************************************************
 AN0165  DESIGNATION -  E 584 RESET 1963
 AN0165  PID         -  AN0165
 AN0165  STATE/COUNTY-  TX/MATAGORDA
 AN0165  USGS QUAD   -  TURTLE BAY (1995)
 AN0165
 AN0165                         *CURRENT SURVEY CONTROL
 AN0165  ___________________________________________________________________
 AN0165* NAD 83(1986)-  28 43 27.     (N)    096 15 52.     (W)     SCALED    
 AN0165* NAVD 88     -         2.67   (+/-2cm)       8.8    (feet)  VERTCON   
 AN0165  ___________________________________________________________________
 AN0165  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0165
 AN0165  VERT ORDER  -  THIRD (See Below)
 AN0165
 AN0165.The horizontal coordinates were scaled from a topographic map and have
 AN0165.an estimated accuracy of +/- 6 seconds.
 AN0165
 AN0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0165.The vertical order pertains to the NGVD 29 superseded value.
 AN0165
 AN0165.The geoid height was determined by GEOID03.
 AN0165
 AN0165;                    North         East    Units  Estimated Accuracy
 AN0165;SPC TXSC     - 4,101,860.      867,210.      MT  (+/- 180 meters Scaled)
 AN0165
 AN0165                          SUPERSEDED SURVEY CONTROL
 AN0165
 AN0165  NGVD 29 (??/??/??)    2.74   (m)            9.0    (f) RESET       3  
 AN0165
 AN0165.Superseded values are not recommended for survey control.
 AN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0165.See file dsdata.txt to determine how the superseded data were derived.
 AN0165
 AN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS672804(NAD 83)
 AN0165_MARKER: DB = BENCH MARK DISK
 AN0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0165_STAMPING: E 584 RESET 1963
 AN0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0165+STABILITY: SURFACE MOTION
 AN0165
 AN0165  HISTORY     - Date     Condition        Report By
 AN0165  HISTORY     - 1963     MONUMENTED       CGS
 AN0165
 AN0165                          STATION DESCRIPTION
 AN0165
 AN0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0165'3.5 MI W FROM PALACIOS.
 AN0165'3.45 MILES WEST ALONG STATE HIGHWAY 35 FROM THE INTERSECTION WITH LOOP
 AN0165'141 IN NORTHEAST SECTION OF PALACIOS, MATAGORDA COUNTY, AT LONG
 AN0165'SWEEPING CURVE IN THE HIGHWAY, 73 YARDS WEST-NORTHWEST OF LONE TREE,
 AN0165'82 FEET EAST OF TELEPHONE POLE, 70 FEET NORTH OF CENTER LINE OF
 AN0165'HIGHWAY, 69.5 FEET WEST OF A TELEPHONE POLE, 2-1/2 FEET WEST-NORTHWEST
 AN0165'OF STEEL WITNESS POST, 1 FOOT NORTH OF RIGHT-OF-WAY FENCE LINE. AT
 AN0165'TEXAS HIGHWAY DEPARTMENT STATION NO. 122 + 64.  A STANDARD DISK,
 AN0165'STAMPED E 584 RESET 1963 SET IN TOP OF 10- BY 10-INCH CONCRETE POST
 AN0165'WHICH PROJECTS 2-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0213 ***********************************************************************
 AM0213  DESIGNATION -  E 585
 AM0213  PID         -  AM0213
 AM0213  STATE/COUNTY-  TX/MATAGORDA
 AM0213  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0213
 AM0213                         *CURRENT SURVEY CONTROL
 AM0213  ___________________________________________________________________
 AM0213* NAD 83(1986)-  28 46 36.     (N)    095 49 07.     (W)     SCALED    
 AM0213* NAVD 88     -         3.16   (+/-2cm)      10.4    (feet)  VERTCON   
 AM0213  ___________________________________________________________________
 AM0213  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AM0213
 AM0213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0213
 AM0213.The horizontal coordinates were scaled from a topographic map and have
 AM0213.an estimated accuracy of +/- 6 seconds.
 AM0213
 AM0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0213.The vertical order pertains to the NGVD 29 superseded value.
 AM0213
 AM0213.The geoid height was determined by GEOID03.
 AM0213
 AM0213;                    North         East    Units  Estimated Accuracy
 AM0213;SPC TXSC     - 4,108,770.      910,590.      MT  (+/- 180 meters Scaled)
 AM0213
 AM0213                          SUPERSEDED SURVEY CONTROL
 AM0213
 AM0213  NGVD 29 (??/??/92)    3.206  (m)           10.52   (f) ADJ UNCH    2 0
 AM0213
 AM0213.Superseded values are not recommended for survey control.
 AM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0213.See file dsdata.txt to determine how the superseded data were derived.
 AM0213
 AM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM248865(NAD 83)
 AM0213_MARKER: DB = BENCH MARK DISK
 AM0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0213_STAMPING: E 585 1941
 AM0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0213+STABILITY: SURFACE MOTION
 AM0213
 AM0213  HISTORY     - Date     Condition        Report By
 AM0213  HISTORY     - 1941     MONUMENTED       CGS
 AM0213
 AM0213                          STATION DESCRIPTION
 AM0213
 AM0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0213'9.8 MI SE FROM WADSWORTH.
 AM0213'9.8 MILES SOUTHEAST OF WADSWORTH.  THIS BENCH MARK MAY BE REACHED FROM
 AM0213'THE GULF, COLORADO AND SANTA FE RAILWAY STATION BY GOING 2.85 MILES
 AM0213'EAST, 1.1 MILES SOUTH, AND 1.1 MILES SOUTHEAST ALONG SHELL ROADS,
 AM0213'THENCE 0.45 MILE EAST, 0.7 MILE SOUTHEAST, 1.1 MILES EAST, AND 2.5
 AM0213'MILES SOUTHEAST ALONG COUNTY ROADS.  IT IS 0.8 MILE NORTHWEST OF A
 AM0213'CURVE IN THE ROAD, 0.6 MILE SOUTHEAST OF A FENCE CORNER, 0.45 MILE
 AM0213'NORTHWEST OF THE CROSSING OF A LEVEE, 0.3 MILE SOUTHEAST OF THE
 AM0213'Y-JUNCTION OF A ROAD LEADING EAST, 23 FEET SOUTHWEST OF THE CENTERLINE
 AM0213'OF THE ROAD, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL
 AM0213'WITH THE ROAD.  A STANDARD DISK, STAMPED E 585 1941 AND SET IN THE TOP
 AM0213'OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0238 ***********************************************************************
 AM0238  DESIGNATION -  E 586
 AM0238  PID         -  AM0238
 AM0238  STATE/COUNTY-  TX/BRAZORIA
 AM0238  USGS QUAD   -  CEDAR LANE (1972)
 AM0238
 AM0238                         *CURRENT SURVEY CONTROL
 AM0238  ___________________________________________________________________
 AM0238* NAD 83(1986)-  28 59 31.     (N)    095 38 33.     (W)     SCALED    
 AM0238* NAVD 88     -         7.56   (+/-2cm)      24.8    (feet)  VERTCON   
 AM0238  ___________________________________________________________________
 AM0238  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AM0238
 AM0238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0238
 AM0238.The horizontal coordinates were scaled from a topographic map and have
 AM0238.an estimated accuracy of +/- 6 seconds.
 AM0238
 AM0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0238.The vertical order pertains to the NGVD 29 superseded value.
 AM0238
 AM0238.The geoid height was determined by GEOID03.
 AM0238
 AM0238;                    North         East    Units  Estimated Accuracy
 AM0238;SPC TXSC     - 4,133,100.      927,090.      MT  (+/- 180 meters Scaled)
 AM0238
 AM0238                          SUPERSEDED SURVEY CONTROL
 AM0238
 AM0238  NGVD 29 (??/??/92)    7.584  (m)           24.88   (f) ADJ UNCH    2 0
 AM0238
 AM0238.Superseded values are not recommended for survey control.
 AM0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0238.See file dsdata.txt to determine how the superseded data were derived.
 AM0238
 AM0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN425099(NAD 83)
 AM0238_MARKER: DB = BENCH MARK DISK
 AM0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0238_STAMPING: E 586 1941
 AM0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0238+STABILITY: SURFACE MOTION
 AM0238
 AM0238  HISTORY     - Date     Condition        Report By
 AM0238  HISTORY     - 1941     MONUMENTED       CGS
 AM0238
 AM0238                          STATION DESCRIPTION
 AM0238
 AM0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0238'0.3 MI E FROM SWEENY.
 AM0238'0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AM0238'SWEENY, THENCE 4.6 MILES SOUTHEAST ALONG A SHELL ROAD.  0.7 MILE
 AM0238'SOUTHEAST OF THE ROAD INTERSECTION AT FOUR CORNERS, 0.45 MILE
 AM0238'NORTHWEST OF GRACE CHURCH, MIDWAY BETWEEN TWO CURVES IN THE ROAD, 128
 AM0238'FEET NORTH OF A WINDMILL ON THE WEST SIDE OF THE ROAD, 71 FEET
 AM0238'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE ON THE WEST SIDE OF THE
 AM0238'ROAD, IN THE SOUTHEAST CORNER OF A YARD, 34 FEET WEST OF THE
 AM0238'CENTERLINE OF THE ROAD, 2.7 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET
 AM0238'NORTH OF THE FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 AM0238'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED E 586 1941 AND SET IN
 AM0238'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0317 ***********************************************************************
 AM0317  DESIGNATION -  E 587
 AM0317  PID         -  AM0317
 AM0317  STATE/COUNTY-  TX/BRAZORIA
 AM0317  USGS QUAD   -  CEDAR LAKES EAST (1974)
 AM0317
 AM0317                         *CURRENT SURVEY CONTROL
 AM0317  ___________________________________________________________________
 AM0317* NAD 83(1986)-  28 52 30.     (N)    095 27 08.     (W)     SCALED    
 AM0317* NAVD 88     -         1.55   (+/-2cm)       5.1    (feet)  VERTCON   
 AM0317  ___________________________________________________________________
 AM0317  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AM0317
 AM0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0317
 AM0317.The horizontal coordinates were scaled from a topographic map and have
 AM0317.an estimated accuracy of +/- 6 seconds.
 AM0317
 AM0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0317.The vertical order pertains to the NGVD 29 superseded value.
 AM0317
 AM0317.The geoid height was determined by GEOID03.
 AM0317
 AM0317;                    North         East    Units  Estimated Accuracy
 AM0317;SPC TXSC     - 4,120,690.      946,020.      MT  (+/- 180 meters Scaled)
 AM0317
 AM0317                          SUPERSEDED SURVEY CONTROL
 AM0317
 AM0317  NGVD 29 (??/??/92)    1.578  (m)            5.18   (f) ADJ UNCH    2 0
 AM0317
 AM0317.Superseded values are not recommended for survey control.
 AM0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0317.See file dsdata.txt to determine how the superseded data were derived.
 AM0317
 AM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM608966(NAD 83)
 AM0317_MARKER: DB = BENCH MARK DISK
 AM0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0317_STAMPING: E 587 1942
 AM0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0317+STABILITY: SURFACE MOTION
 AM0317
 AM0317  HISTORY     - Date     Condition        Report By
 AM0317  HISTORY     - 1942     MONUMENTED       CGS
 AM0317  HISTORY     - 1967     GOOD             NGS
 AM0317
 AM0317                          STATION DESCRIPTION
 AM0317
 AM0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AM0317'21.4 MI E FROM SARGENT.
 AM0317'IN BRAZORIA COUNTY, 15.5 MILES SOUTHEAST OF CEDAR LAKE, MATAGORDA
 AM0317'COUNTY, THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING
 AM0317'4.9 MILES NORTHEAST ALONG A COUNTY ROAD, THENCE 7.4 MILES SOUTHEAST
 AM0317'ALONG ANOTHER COUNTY ROAD, AND THENCE 3.2 MILES SOUTHEAST ALONG MOUTH
 AM0317'SAN BERNARD RIVER ROAD.  IT IS 0.45 MILE NORTHWEST OF THE CONFLUENCE
 AM0317'OF SAN BERNARD RIVER AND INTRACOASTAL WATERWAY, 0.2 MILE SOUTHEAST OF
 AM0317'A WOODEN BRIDGE, 270 FEET SOUTHWEST OF THE BANK OF SAN BERNARD RIVER,
 AM0317'ON THE OUTSIDE OF A CURVE IN THE ROAD, 69 FEET NORTHEAST OF THE
 AM0317'CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN POST, AND LEVEL
 AM0317'WITH THE ROAD.  A STANDARD DISK, STAMPED E 587 1942 AND SET IN THE TOP
 AM0317'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.  NOTE-- ABOUT 2.6
 AM0317'MILES NORTH ALONG F.M. HIGHWAY 457 FROM THE POST OFFICE IN SARGENT,
 AM0317'THENCE 8.8 MILES NORTHEAST ALONG F.M. HIGHWAY 2611, THENCE 10.0 MILES
 AM0317'SOUTHEAST ALONG F.M. HIGHWAY 2918 TO SITE OF MARK, ABOUT 200 YARDS
 AM0317'NORTHEAST OF THE NEW ROAD, ALONG THE OLD PART OF THE ROAD. MOST OF THE
 AM0317'DISTANCES STILL APPLY AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0069 ***********************************************************************
 AH0069  DESIGNATION -  E 589
 AH0069  PID         -  AH0069
 AH0069  STATE/COUNTY-  TX/NUECES
 AH0069  USGS QUAD   -  ANNAVILLE (1975)
 AH0069
 AH0069                         *CURRENT SURVEY CONTROL
 AH0069  ___________________________________________________________________
 AH0069* NAD 83(1986)-  27 47 04.     (N)    097 32 09.     (W)     SCALED    
 AH0069* NAVD 88     -        13.768  (meters)      45.17   (feet)  ADJUSTED  
 AH0069  ___________________________________________________________________
 AH0069  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH0069  DYNAMIC HT  -          13.747 (meters)      45.10  (feet)  COMP
 AH0069  MODELED GRAV-     979,123.2   (mgal)                       NAVD 88
 AH0069
 AH0069  VERT ORDER  -  FIRST     CLASS I
 AH0069
 AH0069.The horizontal coordinates were scaled from a topographic map and have
 AH0069.an estimated accuracy of +/- 6 seconds.
 AH0069
 AH0069.The orthometric height was determined by differential leveling
 AH0069.and adjusted by the National Geodetic Survey in June 1991..
 AH0069
 AH0069.The geoid height was determined by GEOID03.
 AH0069
 AH0069.The dynamic height is computed by dividing the NAVD 88
 AH0069.geopotential number by the normal gravity value computed on the
 AH0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0069.degrees latitude (g = 980.6199 gals.).
 AH0069
 AH0069.The modeled gravity was interpolated from observed gravity values.
 AH0069
 AH0069;                    North         East    Units  Estimated Accuracy
 AH0069;SPC TX S     - 5,235,000.      395,020.      MT  (+/- 180 meters Scaled)
 AH0069
 AH0069                          SUPERSEDED SURVEY CONTROL
 AH0069
 AH0069  NGVD 29 (??/??/92)   13.911  (m)           45.64   (f) ADJ UNCH    1 1
 AH0069
 AH0069.Superseded values are not recommended for survey control.
 AH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0069.See file dsdata.txt to determine how the superseded data were derived.
 AH0069
 AH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR442741(NAD 83)
 AH0069_MARKER: DB = BENCH MARK DISK
 AH0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0069_SP_SET: CULVERT
 AH0069_STAMPING: E 589 1942
 AH0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0069
 AH0069  HISTORY     - Date     Condition        Report By
 AH0069  HISTORY     - 1942     MONUMENTED       CGS
 AH0069  HISTORY     - 1959     GOOD             NGS
 AH0069  HISTORY     - 1973     GOOD             NGS
 AH0069  HISTORY     - 1978     GOOD             NGS
 AH0069  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0069
 AH0069                          STATION DESCRIPTION
 AH0069
 AH0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0069'IN CLARKWOOD.
 AH0069'AT CLARKWOOD, 160 FEET NORTH OF THE NORTHEAST LEG OF THE CITY WATER
 AH0069'TANK, IN THE TOP OF THE NORTH HEAD WALL OF A MULTIPLE CONCRETE CULVERT
 AH0069'UNDER STATE HIGHWAY 44, 40 FEET NORTH OF THE CENTER LINE OF THE
 AH0069'HIGHWAY, 47 FEET SOUTH OF THE SOUTH RAIL OF THE TEXAS MEXICAN RAILWAY.
 AH0069'35 FEET EAST OF THE CENTER LINE OF CLARKWOOD ROAD, 8.8 FEET EAST OF
 AH0069'THE WEST END OF THE HEAD WALL, 46 FEET SOUTH OF THE SOUTHWEST CORNER
 AH0069'OF RAILWAY TRESTLE 153.20, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 AH0069'HIGHWAY.
 AH0069
 AH0069                          STATION RECOVERY (1973)
 AH0069
 AH0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AH0069'RECOVERED IN GOOD CONDITION.
 AH0069
 AH0069                          STATION RECOVERY (1978)
 AH0069
 AH0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0069'RECOVERED IN GOOD CONDITION.
 AH0069
 AH0069                          STATION RECOVERY (2001)
 AH0069
 AH0069'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0255 ***********************************************************************
 BL0255  DESIGNATION -  E 58=PTS 29
 BL0255  PID         -  BL0255
 BL0255  STATE/COUNTY-  TX/ORANGE
 BL0255  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0255
 BL0255                         *CURRENT SURVEY CONTROL
 BL0255  ___________________________________________________________________
 BL0255* NAD 83(1986)-  30 06 09.     (N)    094 00 38.     (W)     SCALED    
 BL0255* NAVD 88     -         4.83   (+/-2cm)      15.8    (feet)  VERTCON   
 BL0255  ___________________________________________________________________
 BL0255  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0255
 BL0255  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0255
 BL0255.The horizontal coordinates were scaled from a topographic map and have
 BL0255.an estimated accuracy of +/- 6 seconds.
 BL0255
 BL0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0255.The vertical order pertains to the NGVD 29 superseded value.
 BL0255
 BL0255.The geoid height was determined by GEOID03.
 BL0255
 BL0255;                    North         East    Units  Estimated Accuracy
 BL0255;SPC TX C     - 3,065,630.    1,309,110.      MT  (+/- 180 meters Scaled)
 BL0255
 BL0255                          SUPERSEDED SURVEY CONTROL
 BL0255
 BL0255  NGVD 29 (??/??/??)    4.811  (m)           15.78   (f) ADJUSTED    1 1
 BL0255
 BL0255.Superseded values are not recommended for survey control.
 BL0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0255.See file dsdata.txt to determine how the superseded data were derived.
 BL0255
 BL0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP026305(NAD 83)
 BL0255_MARKER: DB = BENCH MARK DISK
 BL0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0255_STAMPING: E 58 1918 PT STA 16.535 NO 29S 1925
 BL0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0255+STABILITY: SURFACE MOTION
 BL0255
 BL0255  HISTORY     - Date     Condition        Report By
 BL0255  HISTORY     - 1918     MONUMENTED       CGS
 BL0255  HISTORY     - 1972     GOOD             NGS
 BL0255  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL0255  HISTORY     - 19910817 MARK NOT FOUND   USPSQD
 BL0255  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 BL0255
 BL0255                          STATION DESCRIPTION
 BL0255
 BL0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0255'5.2 MI E FROM BEAUMONT.
 BL0255'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY SOUTHERN RAILROAD FROM
 BL0255'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BL0255'BEAUMONT, THENCE 4.1 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD, 5
 BL0255'3/4 POLES EAST OF MILEPOST 273, 0.25 MILE WEST OF THE CROSSING OF FARM
 BL0255'ROAD 105, 24.6 FEET NORTH OF THE NORTH RAIL OF MAIN TRACK, 25 1/2 FEET
 BL0255'NORTHEAST OF A POLE, 22 FEET SOUTH OF A FENCE LINE, 0.8 FOOT SOUTH OF
 BL0255'A METAL WITNESS POST, 3 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET
 BL0255'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 BL0255'THE GROUND.
 BL0255
 BL0255                          STATION RECOVERY (1986)
 BL0255
 BL0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0255'SEARCHED FOR BUT NOT RECOVERED.
 BL0255
 BL0255                          STATION RECOVERY (1991)
 BL0255
 BL0255'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0255'MARK NOT FOUND.
 BL0255
 BL0255                          STATION RECOVERY (1993)
 BL0255
 BL0255'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0779 ***********************************************************************
 AB0779  DESIGNATION -  E 59
 AB0779  PID         -  AB0779
 AB0779  STATE/COUNTY-  TX/CAMERON
 AB0779  USGS QUAD   -  LA FERIA (1970)
 AB0779
 AB0779                         *CURRENT SURVEY CONTROL
 AB0779  ___________________________________________________________________
 AB0779* NAD 83(1986)-  26 09 31.     (N)    097 49 25.     (W)     SCALED    
 AB0779* NAVD 88     -        18.068  (meters)      59.28   (feet)  ADJUSTED  
 AB0779  ___________________________________________________________________
 AB0779  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AB0779  DYNAMIC HT  -          18.038 (meters)      59.18  (feet)  COMP
 AB0779  MODELED GRAV-     979,023.1   (mgal)                       NAVD 88
 AB0779
 AB0779  VERT ORDER  -  FIRST     CLASS II
 AB0779
 AB0779.The horizontal coordinates were scaled from a topographic map and have
 AB0779.an estimated accuracy of +/- 6 seconds.
 AB0779
 AB0779.The orthometric height was determined by differential leveling
 AB0779.and adjusted by the National Geodetic Survey in June 1991..
 AB0779
 AB0779.The geoid height was determined by GEOID03.
 AB0779
 AB0779.The dynamic height is computed by dividing the NAVD 88
 AB0779.geopotential number by the normal gravity value computed on the
 AB0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0779.degrees latitude (g = 980.6199 gals.).
 AB0779
 AB0779.The modeled gravity was interpolated from observed gravity values.
 AB0779
 AB0779;                    North         East    Units  Estimated Accuracy
 AB0779;SPC TX S     - 5,054,690.      367,630.      MT  (+/- 180 meters Scaled)
 AB0779
 AB0779                          SUPERSEDED SURVEY CONTROL
 AB0779
 AB0779.No superseded survey control is available for this station.
 AB0779
 AB0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP175937(NAD 83)
 AB0779_MARKER: DB = BENCH MARK DISK
 AB0779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0779_SP_SET: BUILDING
 AB0779_STAMPING: E 59 1918 59.495
 AB0779_MARK LOGO: CGS   
 AB0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0779+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 AB0779
 AB0779  HISTORY     - Date     Condition        Report By
 AB0779  HISTORY     - 1918     MONUMENTED       CGS
 AB0779  HISTORY     - 1943     GOOD             NGS
 AB0779  HISTORY     - 1981     GOOD             NGS
 AB0779  HISTORY     - 1987     GOOD             USPSQD
 AB0779  HISTORY     - 1987     GOOD             USPSQD
 AB0779  HISTORY     - 1988     GOOD             USPSQD
 AB0779  HISTORY     - 1988     GOOD             USPSQD
 AB0779  HISTORY     - 19910320 GOOD             USPSQD
 AB0779  HISTORY     - 19930123 GOOD             USPSQD
 AB0779  HISTORY     - 19950213 GOOD             USPSQD
 AB0779  HISTORY     - 20040127 GOOD             GEOCAC
 AB0779  HISTORY     - 20050822 GOOD             INDIV
 AB0779
 AB0779                          STATION DESCRIPTION
 AB0779
 AB0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AB0779'IN LA FERIA.
 AB0779'BENCH MARK IS AT LA FERIA, SET VERTICALLY IN THE NORTH SIDE OF THE OLD
 AB0779'CAMERON COUNTY BANK BUILDING (NOW USED AS A GROCERY STORE), ONE BLOCK
 AB0779'SOUTH OF U. S. HIGHWAY NO. 83, ABOUT 50.0 FEET EAST OF THE CENTERLINE
 AB0779'OF MAIN STREET, 2.0 FEET EAST OF THE NORTHEAST MARBLE COLUMN AND ABOUT
 AB0779'3.8 FEET ABOVE THE SIDEWALK.  A DISK SET IN A DRILL HOLE.
 AB0779
 AB0779                          STATION RECOVERY (1981)
 AB0779
 AB0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0779'IN LA FERIA, AT THE INTERSECTION OF COMMERCIAL AVENUE AND MAIN STREET,
 AB0779'SET VERTICALLY AT THE HAWKINS-GOOCH INSURANCE AGENCY BUILDING,
 AB0779'FORMERLY THE OLD CAMERON COUNTY BANK BUILDING, 10.4 METERS (34.0 FT)
 AB0779'NORTH OF THE CENTER OF COMMERCIAL AVENUE, 15.2 METERS (50.0 FT) EAST
 AB0779'OF THE CENTER OF MAIN STREET, 0.61 METERS (2.0 FT) EAST OF THE
 AB0779'NORTHWEST CORNER OF THE BUILDING.
 AB0779'THE MARK IS 1.2 M ABOVE SIDEWALK.
 AB0779
 AB0779                          STATION RECOVERY (1987)
 AB0779
 AB0779'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0779'RECOVERED IN GOOD CONDITION.
 AB0779
 AB0779                          STATION RECOVERY (1987)
 AB0779
 AB0779'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AB0779'RECOVERED IN GOOD CONDITION.
 AB0779
 AB0779                          STATION RECOVERY (1988)
 AB0779
 AB0779'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0779'RECOVERED IN GOOD CONDITION.
 AB0779
 AB0779                          STATION RECOVERY (1988)
 AB0779
 AB0779'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0779'RECOVERED IN GOOD CONDITION.
 AB0779
 AB0779                          STATION RECOVERY (1991)
 AB0779
 AB0779'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0779'RECOVERED IN GOOD CONDITION.
 AB0779
 AB0779                          STATION RECOVERY (1993)
 AB0779
 AB0779'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0779'RECOVERED IN GOOD CONDITION.
 AB0779
 AB0779                          STATION RECOVERY (1995)
 AB0779
 AB0779'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0779'RECOVERED IN GOOD CONDITION.
 AB0779
 AB0779                          STATION RECOVERY (2004)
 AB0779
 AB0779'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0779'IN THE NORTH WALL OF THE FORMER BANK BUILDING WITH A HISTORICAL MARKER
 AB0779'IN ITS WEST WALL SOUTHEAST OF THE INTERSECTION OF COMMERCIAL AVENUE
 AB0779'AND MAIN STREET.  0.6 METERS EAST OF NORTHWEST CORNER OF THE BUILDING
 AB0779'AND 1.2 METERS ABOVE THE SIDEWALK.
 AB0779
 AB0779                          STATION RECOVERY (2005)
 AB0779
 AB0779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JM)
 AB0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1001 ***********************************************************************
 AH1001  DESIGNATION -  E 590
 AH1001  PID         -  AH1001
 AH1001  STATE/COUNTY-  TX/NUECES
 AH1001  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1001
 AH1001                         *CURRENT SURVEY CONTROL
 AH1001  ___________________________________________________________________
 AH1001* NAD 83(1986)-  27 44 46.     (N)    097 49 35.     (W)     SCALED    
 AH1001* NAVD 88     -        26.622  (meters)      87.34   (feet)  ADJUSTED  
 AH1001  ___________________________________________________________________
 AH1001  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH1001  DYNAMIC HT  -          26.581 (meters)      87.21  (feet)  COMP
 AH1001  MODELED GRAV-     979,108.6   (mgal)                       NAVD 88
 AH1001
 AH1001  VERT ORDER  -  SECOND    CLASS 0
 AH1001
 AH1001.The horizontal coordinates were scaled from a topographic map and have
 AH1001.an estimated accuracy of +/- 6 seconds.
 AH1001
 AH1001.The orthometric height was determined by differential leveling
 AH1001.and adjusted by the National Geodetic Survey in June 1991..
 AH1001
 AH1001.The geoid height was determined by GEOID03.
 AH1001
 AH1001.The dynamic height is computed by dividing the NAVD 88
 AH1001.geopotential number by the normal gravity value computed on the
 AH1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1001.degrees latitude (g = 980.6199 gals.).
 AH1001
 AH1001.The modeled gravity was interpolated from observed gravity values.
 AH1001
 AH1001;                    North         East    Units  Estimated Accuracy
 AH1001;SPC TX S     - 5,230,570.      366,410.      MT  (+/- 180 meters Scaled)
 AH1001
 AH1001                          SUPERSEDED SURVEY CONTROL
 AH1001
 AH1001  NGVD 29 (??/??/92)   26.721  (m)           87.67   (f) ADJ UNCH    2 0
 AH1001
 AH1001.Superseded values are not recommended for survey control.
 AH1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1001.See file dsdata.txt to determine how the superseded data were derived.
 AH1001
 AH1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR156696(NAD 83)
 AH1001_MARKER: DB = BENCH MARK DISK
 AH1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1001_STAMPING: E 590 1942
 AH1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1001+STABILITY: SURFACE MOTION
 AH1001
 AH1001  HISTORY     - Date     Condition        Report By
 AH1001  HISTORY     - 1942     MONUMENTED       CGS
 AH1001  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH1001
 AH1001                          STATION DESCRIPTION
 AH1001
 AH1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1001'3.9 MI S FROM BANQUETE.
 AH1001'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION (TEX.MEX.) AT
 AH1001'BANQUETE-- PROCEED 3.9 MILES SOUTHERLY ALONG OILED ROAD TO THE SITE OF
 AH1001'THE BENCH MARK.  BENCH MARK IS ABOUT 170.0 FEET SOUTH OF ENTRANCE TO
 AH1001'AGUA DULCE REFINING CO PLANT, IN LINE WITH WOVEN WIRE FENCE ON THE
 AH1001'EAST SIDE OF PLANT AND 58.9 FEET WEST OF AND ABOUT THE SAME ELEVATION
 AH1001'AS THE CENTERLINE OF THE ROAD.  IT IS 5.0 FEET SOUTH OF NORTHEAST
 AH1001'CORNER OF A YARD AROUND HOUSE SOUTH OF THE REFINING PLANT AND 3.0 FEET
 AH1001'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4
 AH1001'FOOT.  A STANDARD DISK IN A CONCRETE POST STAMPED E 590 1942. (USC AND
 AH1001'GS DISK)
 AH1001
 AH1001                          STATION RECOVERY (1975)
 AH1001
 AH1001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0816 ***********************************************************************
 AN0816  DESIGNATION -  E 591
 AN0816  PID         -  AN0816
 AN0816  STATE/COUNTY-  TX/CALHOUN
 AN0816  USGS QUAD   -  GREEN LAKE (1995)
 AN0816
 AN0816                         *CURRENT SURVEY CONTROL
 AN0816  ___________________________________________________________________
 AN0816* NAD 83(1986)-  28 35 28.     (N)    096 50 29.     (W)     SCALED    
 AN0816* NAVD 88     -        14.64   (+/-2cm)      48.0    (feet)  VERTCON   
 AN0816  ___________________________________________________________________
 AN0816  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0816
 AN0816  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0816
 AN0816.The horizontal coordinates were scaled from a topographic map and have
 AN0816.an estimated accuracy of +/- 6 seconds.
 AN0816
 AN0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0816.The vertical order pertains to the NGVD 29 superseded value.
 AN0816
 AN0816.The geoid height was determined by GEOID03.
 AN0816
 AN0816;                    North         East    Units  Estimated Accuracy
 AN0816;SPC TXSC     - 4,085,930.      811,130.      MT  (+/- 180 meters Scaled)
 AN0816
 AN0816                          SUPERSEDED SURVEY CONTROL
 AN0816
 AN0816  NGVD 29 (??/??/92)   14.774  (m)           48.47   (f) ADJ UNCH    2 0
 AN0816
 AN0816.Superseded values are not recommended for survey control.
 AN0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0816.See file dsdata.txt to determine how the superseded data were derived.
 AN0816
 AN0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS110645(NAD 83)
 AN0816_MARKER: DB = BENCH MARK DISK
 AN0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0816_STAMPING: E 591 1942
 AN0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0816+STABILITY: SURFACE MOTION
 AN0816
 AN0816  HISTORY     - Date     Condition        Report By
 AN0816  HISTORY     - 1942     MONUMENTED       CGS
 AN0816  HISTORY     - 1974     MARK NOT FOUND   NGS
 AN0816  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0816
 AN0816                          STATION DESCRIPTION
 AN0816
 AN0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0816'5.0 MI SE FROM BLOOMINGTON.
 AN0816'IN CALHOUN COUNTY, 5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 185 FROM
 AN0816'THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILWAY STATION AT BLOOMINGTON,
 AN0816'VICTORIA COUNTY, 0.2 MILE SOUTHEAST OF THE RAILROAD SIDING SIGN
 AN0816'HEYSER, 86 FEET NORTHEAST OF THE CENTERLINE OF THE ST.L.B. AND M. RY.
 AN0816'TRACK, 64 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 43 FEET
 AN0816'NORTHEAST OF MILEPOST 5, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AN0816'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED E 591 1942 AND
 AN0816'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AN0816'GROUND.
 AN0816
 AN0816                          STATION RECOVERY (1974)
 AN0816
 AN0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AN0816'MARK NOT FOUND.
 AN0816
 AN0816                          STATION RECOVERY (1988)
 AN0816
 AN0816'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0876 ***********************************************************************
 AN0876  DESIGNATION -  E 593 RESET 1958
 AN0876  PID         -  AN0876
 AN0876  STATE/COUNTY-  TX/CALHOUN
 AN0876  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0876
 AN0876                         *CURRENT SURVEY CONTROL
 AN0876  ___________________________________________________________________
 AN0876* NAD 83(1986)-  28 34 30.     (N)    096 42 17.     (W)     SCALED    
 AN0876* NAVD 88     -         8.07   (+/-2cm)      26.5    (feet)  VERTCON   
 AN0876  ___________________________________________________________________
 AN0876  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN0876
 AN0876  VERT ORDER  -  THIRD (See Below)
 AN0876
 AN0876.The horizontal coordinates were scaled from a topographic map and have
 AN0876.an estimated accuracy of +/- 6 seconds.
 AN0876
 AN0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0876.The vertical order pertains to the NGVD 29 superseded value.
 AN0876
 AN0876.The geoid height was determined by GEOID03.
 AN0876
 AN0876;                    North         East    Units  Estimated Accuracy
 AN0876;SPC TXSC     - 4,084,400.      824,530.      MT  (+/- 180 meters Scaled)
 AN0876
 AN0876                          SUPERSEDED SURVEY CONTROL
 AN0876
 AN0876  NGVD 29 (??/??/??)    8.20   (m)           26.9    (f) RESET       3  
 AN0876
 AN0876.Superseded values are not recommended for survey control.
 AN0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0876.See file dsdata.txt to determine how the superseded data were derived.
 AN0876
 AN0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS245630(NAD 83)
 AN0876_MARKER: DB = BENCH MARK DISK
 AN0876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0876_SP_SET: CULVERT
 AN0876_STAMPING: E 593 RESET 1958
 AN0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0876
 AN0876  HISTORY     - Date     Condition        Report By
 AN0876  HISTORY     - 1958     MONUMENTED       TXHD
 AN0876  HISTORY     - 1987     GOOD             USPSQD
 AN0876  HISTORY     - 1987     GOOD             USPSQD
 AN0876  HISTORY     - 1988     GOOD             USPSQD
 AN0876  HISTORY     - 1988     GOOD             USPSQD
 AN0876  HISTORY     - 1988     GOOD             USPSQD
 AN0876  HISTORY     - 1988     GOOD             USPSQD
 AN0876  HISTORY     - 1988     GOOD             USPSQD
 AN0876  HISTORY     - 1989     GOOD             USPSQD
 AN0876  HISTORY     - 19980725 GOOD             USPSQD
 AN0876
 AN0876                          STATION DESCRIPTION
 AN0876
 AN0876'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AN0876'5.8 MI SW FROM PORT LAVACA.
 AN0876'THE MARK IS LOCATED ABOUT 5.8 MILES SOUTHWEST ALONG STATE HIGHWAY 35
 AN0876'FROM THE POST OFFICE AT PORT LAVACA, 0.2 MILE SOUTHWEST OF A WOODEN
 AN0876'BRIDGE, 0.1 MILE NORTHEAST OF A HIGHWAY CURVE, AT A LARGE CONCRETE
 AN0876'CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL,
 AN0876'24.6 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL
 AN0876'WITH THE HIGHWAY.
 AN0876
 AN0876                          STATION RECOVERY (1987)
 AN0876
 AN0876'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AN0876'RECOVERED IN GOOD CONDITION.
 AN0876
 AN0876                          STATION RECOVERY (1987)
 AN0876
 AN0876'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0876'RECOVERED IN GOOD CONDITION.
 AN0876
 AN0876                          STATION RECOVERY (1988)
 AN0876
 AN0876'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AN0876'RECOVERED IN GOOD CONDITION.
 AN0876
 AN0876                          STATION RECOVERY (1988)
 AN0876
 AN0876'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0876'RECOVERED IN GOOD CONDITION.
 AN0876
 AN0876                          STATION RECOVERY (1988)
 AN0876
 AN0876'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN0876'RECOVERED IN GOOD CONDITION.
 AN0876
 AN0876                          STATION RECOVERY (1988)
 AN0876
 AN0876'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0876'RECOVERED IN GOOD CONDITION.
 AN0876
 AN0876                          STATION RECOVERY (1988)
 AN0876
 AN0876'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0876'RECOVERED IN GOOD CONDITION.
 AN0876
 AN0876                          STATION RECOVERY (1989)
 AN0876
 AN0876'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0876'RECOVERED IN GOOD CONDITION.
 AN0876
 AN0876                          STATION RECOVERY (1998)
 AN0876
 AN0876'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0395 ***********************************************************************
 AN0395  DESIGNATION -  E 594
 AN0395  PID         -  AN0395
 AN0395  STATE/COUNTY-  TX/REFUGIO
 AN0395  USGS QUAD   -  AUSTWELL (1973)
 AN0395
 AN0395                         *CURRENT SURVEY CONTROL
 AN0395  ___________________________________________________________________
 AN0395* NAD 83(1986)-  28 23 14.     (N)    096 50 44.     (W)     SCALED    
 AN0395* NAVD 88     -         7.21   (+/-2cm)      23.7    (feet)  VERTCON   
 AN0395  ___________________________________________________________________
 AN0395  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN0395
 AN0395  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0395
 AN0395.The horizontal coordinates were scaled from a topographic map and have
 AN0395.an estimated accuracy of +/- 6 seconds.
 AN0395
 AN0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0395.The vertical order pertains to the NGVD 29 superseded value.
 AN0395
 AN0395.The geoid height was determined by GEOID03.
 AN0395
 AN0395;                    North         East    Units  Estimated Accuracy
 AN0395;SPC TXSC     - 4,063,330.      811,140.      MT  (+/- 180 meters Scaled)
 AN0395
 AN0395                          SUPERSEDED SURVEY CONTROL
 AN0395
 AN0395  NGVD 29 (??/??/92)    7.333  (m)           24.06   (f) ADJ UNCH    2 0
 AN0395
 AN0395.Superseded values are not recommended for survey control.
 AN0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0395.See file dsdata.txt to determine how the superseded data were derived.
 AN0395
 AN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS110419(NAD 83)
 AN0395_MARKER: DB = BENCH MARK DISK
 AN0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0395_STAMPING: E 594 1942
 AN0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0395+STABILITY: SURFACE MOTION
 AN0395
 AN0395  HISTORY     - Date     Condition        Report By
 AN0395  HISTORY     - 1942     MONUMENTED       CGS
 AN0395  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0395  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN0395
 AN0395                          STATION DESCRIPTION
 AN0395
 AN0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0395'IN AUSTWELL.
 AN0395'AT AUSTWELL, REFUGIO COUNTY, 150 FEET SOUTHEAST OF THE ST. LOUIS,
 AN0395'BROWNSVILLE AND MEXICO RAILWAY STATION, AT THE CROSSING OF STATE
 AN0395'HIGHWAY 113, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19.5
 AN0395'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 16 FEET SOUTHWEST OF A
 AN0395'CROSSING SIGN, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 AN0395'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 594 1942 AND SET
 AN0395'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0395
 AN0395                          STATION RECOVERY (1988)
 AN0395
 AN0395'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0395'MARK NOT FOUND.
 AN0395
 AN0395                          STATION RECOVERY (1999)
 AN0395
 AN0395'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0354 ***********************************************************************
 AN0354  DESIGNATION -  E 595
 AN0354  PID         -  AN0354
 AN0354  STATE/COUNTY-  TX/REFUGIO
 AN0354  USGS QUAD   -  TIVOLI (1973)
 AN0354
 AN0354                         *CURRENT SURVEY CONTROL
 AN0354  ___________________________________________________________________
 AN0354* NAD 83(1986)-  28 24 00.     (N)    096 54 19.     (W)     SCALED    
 AN0354* NAVD 88     -         8.66   (+/-2cm)      28.4    (feet)  VERTCON   
 AN0354  ___________________________________________________________________
 AN0354  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN0354
 AN0354  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0354
 AN0354.The horizontal coordinates were scaled from a topographic map and have
 AN0354.an estimated accuracy of +/- 6 seconds.
 AN0354
 AN0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0354.The vertical order pertains to the NGVD 29 superseded value.
 AN0354
 AN0354.The geoid height was determined by GEOID03.
 AN0354
 AN0354;                    North         East    Units  Estimated Accuracy
 AN0354;SPC TXSC     - 4,064,640.      805,260.      MT  (+/- 180 meters Scaled)
 AN0354
 AN0354                          SUPERSEDED SURVEY CONTROL
 AN0354
 AN0354  NGVD 29 (??/??/92)    8.787  (m)           28.83   (f) ADJ UNCH    2 0
 AN0354
 AN0354.Superseded values are not recommended for survey control.
 AN0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0354.See file dsdata.txt to determine how the superseded data were derived.
 AN0354
 AN0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS052432(NAD 83)
 AN0354_MARKER: DB = BENCH MARK DISK
 AN0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0354_SP_SET: CULVERT
 AN0354_STAMPING: E 595 1942
 AN0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0354
 AN0354  HISTORY     - Date     Condition        Report By
 AN0354  HISTORY     - 1942     MONUMENTED       CGS
 AN0354  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0354  HISTORY     - 19940716 GOOD             USPSQD
 AN0354  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0354
 AN0354                          STATION DESCRIPTION
 AN0354
 AN0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0354'4.0 MI S FROM TIVOLI.
 AN0354'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 35 AND 113 AT
 AN0354'TIVOLI-- PROCEED SOUTH 4.0 MILES ON STATE HIGHWAY NO. 35 TO A CONCRETE
 AN0354'CULVERT NEAR A DIVISION FENCE CORNER AND SITE OF BENCH MARK. BENCH
 AN0354'MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST
 AN0354'HEADWALL OF A 3 X 6 FOOT CONCRETE CULVERT.  IT IS 36.0 FEET EAST OF
 AN0354'THE FENCE CORNER, 16.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 AN0354'THE CENTER LINE OF THE HIGHWAY.
 AN0354
 AN0354                          STATION RECOVERY (1990)
 AN0354
 AN0354'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0354'MARK NOT FOUND.
 AN0354
 AN0354                          STATION RECOVERY (1994)
 AN0354
 AN0354'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0354'RECOVERED IN GOOD CONDITION.
 AN0354
 AN0354                          STATION RECOVERY (1999)
 AN0354
 AN0354'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0355 ***********************************************************************
 AN0355  DESIGNATION -  E 595 RESET 1955
 AN0355  PID         -  AN0355
 AN0355  STATE/COUNTY-  TX/REFUGIO
 AN0355  USGS QUAD   -  TIVOLI (1973)
 AN0355
 AN0355                         *CURRENT SURVEY CONTROL
 AN0355  ___________________________________________________________________
 AN0355* NAD 83(1986)-  28 24 00.     (N)    096 54 18.     (W)     SCALED    
 AN0355* NAVD 88     -         8.52   (+/-2cm)      28.0    (feet)  VERTCON   
 AN0355  ___________________________________________________________________
 AN0355  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN0355
 AN0355  VERT ORDER  -  THIRD (See Below)
 AN0355
 AN0355.The horizontal coordinates were scaled from a topographic map and have
 AN0355.an estimated accuracy of +/- 6 seconds.
 AN0355
 AN0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0355.The vertical order pertains to the NGVD 29 superseded value.
 AN0355
 AN0355.The geoid height was determined by GEOID03.
 AN0355
 AN0355;                    North         East    Units  Estimated Accuracy
 AN0355;SPC TXSC     - 4,064,640.      805,290.      MT  (+/- 180 meters Scaled)
 AN0355
 AN0355                          SUPERSEDED SURVEY CONTROL
 AN0355
 AN0355  NGVD 29 (01/29/03)    8.64   (m)           28.3    (f) RESET       3  
 AN0355
 AN0355.Superseded values are not recommended for survey control.
 AN0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0355.See file dsdata.txt to determine how the superseded data were derived.
 AN0355
 AN0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS052432(NAD 83)
 AN0355_MARKER: DD = SURVEY DISK
 AN0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0355_SP_SET: CULVERT
 AN0355_STAMPING: E 595 RESET 1955
 AN0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0355+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 AN0355
 AN0355  HISTORY     - Date     Condition        Report By
 AN0355  HISTORY     - 1955     MONUMENTED       TXHD
 AN0355  HISTORY     - 1987     GOOD             USPSQD
 AN0355  HISTORY     - 1988     GOOD             USPSQD
 AN0355  HISTORY     - 1988     GOOD             USPSQD
 AN0355  HISTORY     - 1988     GOOD             USPSQD
 AN0355  HISTORY     - 1989     GOOD             USPSQD
 AN0355  HISTORY     - 1990     GOOD             USPSQD
 AN0355  HISTORY     - 1990     GOOD             USPSQD
 AN0355  HISTORY     - 19920809 GOOD             USPSQD
 AN0355  HISTORY     - 19990726 GOOD             USPSQD
 AN0355  HISTORY     - 20020913 GOOD             USPSQD
 AN0355
 AN0355                          STATION DESCRIPTION
 AN0355
 AN0355'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0355'4 MI S FROM TIVOLI.
 AN0355'4 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0355'HIGHWAY 113 AT TIVOLI.  AT A 3 BY 6-FOOT CONCRETE CULVERT, IN THE TOP
 AN0355'OF THE SOUTH END OF THE WEST HEADWALL, 36 FEET EAST OF THE CORNER OF A
 AN0355'DIVISION FENCE, 22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 AN0355'ABOUT LEVEL WITH THE HIGHWAY.
 AN0355
 AN0355                          STATION RECOVERY (1987)
 AN0355
 AN0355'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0355'RECOVERED IN GOOD CONDITION.
 AN0355
 AN0355                          STATION RECOVERY (1988)
 AN0355
 AN0355'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AN0355'RECOVERED IN GOOD CONDITION.
 AN0355
 AN0355                          STATION RECOVERY (1988)
 AN0355
 AN0355'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0355'RECOVERED IN GOOD CONDITION.
 AN0355
 AN0355                          STATION RECOVERY (1988)
 AN0355
 AN0355'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN0355'RECOVERED IN GOOD CONDITION.
 AN0355
 AN0355                          STATION RECOVERY (1989)
 AN0355
 AN0355'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0355'RECOVERED IN GOOD CONDITION.
 AN0355
 AN0355                          STATION RECOVERY (1990)
 AN0355
 AN0355'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0355'RECOVERED IN GOOD CONDITION.
 AN0355
 AN0355                          STATION RECOVERY (1990)
 AN0355
 AN0355'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0355'RECOVERED IN GOOD CONDITION.
 AN0355
 AN0355                          STATION RECOVERY (1992)
 AN0355
 AN0355'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 AN0355'RECOVERED IN GOOD CONDITION.
 AN0355
 AN0355                          STATION RECOVERY (1999)
 AN0355
 AN0355'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0355'RECOVERED IN GOOD CONDITION.
 AN0355
 AN0355                          STATION RECOVERY (2002)
 AN0355
 AN0355'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AN0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0137 ***********************************************************************
 AN0137  DESIGNATION -  E 596
 AN0137  PID         -  AN0137
 AN0137  STATE/COUNTY-  TX/JACKSON
 AN0137  USGS QUAD   -  TURTLE BAY (1995)
 AN0137
 AN0137                         *CURRENT SURVEY CONTROL
 AN0137  ___________________________________________________________________
 AN0137* NAD 83(1986)-  28 40 30.     (N)    096 21 23.     (W)     SCALED    
 AN0137* NAVD 88     -         2.69   (+/-2cm)       8.8    (feet)  VERTCON   
 AN0137  ___________________________________________________________________
 AN0137  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN0137
 AN0137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0137
 AN0137.The horizontal coordinates were scaled from a topographic map and have
 AN0137.an estimated accuracy of +/- 6 seconds.
 AN0137
 AN0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0137.The vertical order pertains to the NGVD 29 superseded value.
 AN0137
 AN0137.The geoid height was determined by GEOID03.
 AN0137
 AN0137;                    North         East    Units  Estimated Accuracy
 AN0137;SPC TXSC     - 4,096,200.      858,350.      MT  (+/- 180 meters Scaled)
 AN0137
 AN0137                          SUPERSEDED SURVEY CONTROL
 AN0137
 AN0137  NGVD 29 (??/??/92)    2.782  (m)            9.13   (f) ADJ UNCH    2 0
 AN0137
 AN0137.Superseded values are not recommended for survey control.
 AN0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0137.See file dsdata.txt to determine how the superseded data were derived.
 AN0137
 AN0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS583748(NAD 83)
 AN0137_MARKER: DB = BENCH MARK DISK
 AN0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0137_STAMPING: E 596 1942
 AN0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0137+STABILITY: SURFACE MOTION
 AN0137
 AN0137  HISTORY     - Date     Condition        Report By
 AN0137  HISTORY     - 1942     MONUMENTED       CGS
 AN0137
 AN0137                          STATION DESCRIPTION
 AN0137
 AN0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0137'13.5 MI SW FROM PALACIOS.
 AN0137'IN JACKSON COUNTY, 1.5 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE
 AN0137'JUNCTION OF STATE HIGHWAY 35 ABOUT 9.6 MILES WEST OF PALACIOS,
 AN0137'MATAGORDA COUNTY, THENCE 0.5 MILE EAST ALONG AN OILED ROAD, AND THENCE
 AN0137'1.9 MILES SOUTH ALONG A SHELL ROAD.  39 FEET EAST OF THE CENTER LINE
 AN0137'OF THE ROAD, 35.8 FEET NORTH OF A GATE TO A PASTURE, 4 FEET EAST OF A
 AN0137'WHITE WOODEN WITNESS POST, AND 1 FOOT SOUTH OF A FENCE LINE. A
 AN0137'STANDARD DISK, STAMPED E 596 1942 AND SET IN THE TOP OF A CONCRETE
 AN0137'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0091 ***********************************************************************
 AN0091  DESIGNATION -  E 597
 AN0091  PID         -  AN0091
 AN0091  STATE/COUNTY-  TX/JACKSON
 AN0091  USGS QUAD   -  OLIVIA (1995)
 AN0091
 AN0091                         *CURRENT SURVEY CONTROL
 AN0091  ___________________________________________________________________
 AN0091* NAD 83(1986)-  28 44 18.     (N)    096 27 15.     (W)     SCALED    
 AN0091* NAVD 88     -         7.96   (+/-2cm)      26.1    (feet)  VERTCON   
 AN0091  ___________________________________________________________________
 AN0091  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN0091
 AN0091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0091
 AN0091.The horizontal coordinates were scaled from a topographic map and have
 AN0091.an estimated accuracy of +/- 6 seconds.
 AN0091
 AN0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0091.The vertical order pertains to the NGVD 29 superseded value.
 AN0091
 AN0091.The geoid height was determined by GEOID03.
 AN0091
 AN0091;                    North         East    Units  Estimated Accuracy
 AN0091;SPC TXSC     - 4,103,010.      848,650.      MT  (+/- 180 meters Scaled)
 AN0091
 AN0091                          SUPERSEDED SURVEY CONTROL
 AN0091
 AN0091  NGVD 29 (??/??/92)    8.049  (m)           26.41   (f) ADJ UNCH    2 0
 AN0091
 AN0091.Superseded values are not recommended for survey control.
 AN0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0091.See file dsdata.txt to determine how the superseded data were derived.
 AN0091
 AN0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS486816(NAD 83)
 AN0091_MARKER: DB = BENCH MARK DISK
 AN0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0091_SP_SET: CULVERT
 AN0091_STAMPING: E 597 1942
 AN0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0091
 AN0091  HISTORY     - Date     Condition        Report By
 AN0091  HISTORY     - 1942     MONUMENTED       CGS
 AN0091
 AN0091                          STATION DESCRIPTION
 AN0091
 AN0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0091'7.3 MI S FROM LA WARD.
 AN0091'7.3 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE ST. LOUIS,
 AN0091'BROWNSVILLE AND MEXICO RAILWAY STATION AT LA WARD, JACKSON COUNTY, 1.0
 AN0091'MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 35, 30 FEET NORTH OF A
 AN0091'GATE IN THE RIGHT-OF-WAY FENCE, AT A LARGE CONCRETE CULVERT UNDER THE
 AN0091'HIGHWAY, IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 18 FEET
 AN0091'WEST OF THE CENTER LINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY. A
 AN0091'STANDARD DISK, STAMPED E 597 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0190 ***********************************************************************
 AJ0190  DESIGNATION -  E 599
 AJ0190  PID         -  AJ0190
 AJ0190  STATE/COUNTY-  TX/DUVAL
 AJ0190  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0190
 AJ0190                         *CURRENT SURVEY CONTROL
 AJ0190  ___________________________________________________________________
 AJ0190* NAD 83(1986)-  27 40 17.     (N)    098 15 47.     (W)     SCALED    
 AJ0190* NAVD 88     -        93.290  (meters)     306.07   (feet)  ADJUSTED  
 AJ0190  ___________________________________________________________________
 AJ0190  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AJ0190  DYNAMIC HT  -          93.144 (meters)     305.59  (feet)  COMP
 AJ0190  MODELED GRAV-     979,086.6   (mgal)                       NAVD 88
 AJ0190
 AJ0190  VERT ORDER  -  SECOND    CLASS 0
 AJ0190
 AJ0190.The horizontal coordinates were scaled from a topographic map and have
 AJ0190.an estimated accuracy of +/- 6 seconds.
 AJ0190
 AJ0190.The orthometric height was determined by differential leveling
 AJ0190.and adjusted by the National Geodetic Survey in June 1991..
 AJ0190
 AJ0190.The geoid height was determined by GEOID03.
 AJ0190
 AJ0190.The dynamic height is computed by dividing the NAVD 88
 AJ0190.geopotential number by the normal gravity value computed on the
 AJ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0190.degrees latitude (g = 980.6199 gals.).
 AJ0190
 AJ0190.The modeled gravity was interpolated from observed gravity values.
 AJ0190
 AJ0190;                    North         East    Units  Estimated Accuracy
 AJ0190;SPC TX S     - 5,222,130.      323,380.      MT  (+/- 180 meters Scaled)
 AJ0190
 AJ0190                          SUPERSEDED SURVEY CONTROL
 AJ0190
 AJ0190  NGVD 29 (??/??/92)   93.36   (m)          306.3    (f) COMPUTED    2 0
 AJ0190
 AJ0190.Superseded values are not recommended for survey control.
 AJ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0190.See file dsdata.txt to determine how the superseded data were derived.
 AJ0190
 AJ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR726610(NAD 83)
 AJ0190_MARKER: DB = BENCH MARK DISK
 AJ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0190_STAMPING: E 599 1942
 AJ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0190+STABILITY: SURFACE MOTION
 AJ0190
 AJ0190  HISTORY     - Date     Condition        Report By
 AJ0190  HISTORY     - 1942     MONUMENTED       CGS
 AJ0190  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0190
 AJ0190                          STATION DESCRIPTION
 AJ0190
 AJ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0190'7.2 MI S FROM SAN DIEGO.
 AJ0190'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0190'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF DIRT ROAD
 AJ0190'LEADING SOUTH.  THENCE, GO 5.7 MILES SOUTHERLY ALONG DIRT ROAD TO THE
 AJ0190'SITE OF THE BENCH MARK.  BENCH MARK IS AT AN S CURVE, 35.0 FEET EAST
 AJ0190'OF THE CENTERLINE OF THE ROAD AND 15.0 FEET NORTH OF FENCE CORNER. IT
 AJ0190'IS 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET EAST
 AJ0190'OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0190
 AJ0190                          STATION RECOVERY (1968)
 AJ0190
 AJ0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2133 ***********************************************************************
 AX2133  DESIGNATION -  E 6
 AX2133  PID         -  AX2133
 AX2133  STATE/COUNTY-  TX/CALDWELL
 AX2133  USGS QUAD   -  LOCKHART NORTH (1994)
 AX2133
 AX2133                         *CURRENT SURVEY CONTROL
 AX2133  ___________________________________________________________________
 AX2133* NAD 83(1986)-  29 53 04.     (N)    097 40 18.     (W)     SCALED    
 AX2133* NAVD 88     -       160.41   (+/-2cm)     526.3    (feet)  VERTCON   
 AX2133  ___________________________________________________________________
 AX2133  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2133
 AX2133  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2133
 AX2133.The horizontal coordinates were scaled from a topographic map and have
 AX2133.an estimated accuracy of +/- 6 seconds.
 AX2133
 AX2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2133.The vertical order pertains to the NGVD 29 superseded value.
 AX2133
 AX2133.The geoid height was determined by GEOID03.
 AX2133
 AX2133;                    North         East    Units  Estimated Accuracy
 AX2133;SPC TXSC     - 4,228,050.      728,300.      MT  (+/- 180 meters Scaled)
 AX2133
 AX2133                          SUPERSEDED SURVEY CONTROL
 AX2133
 AX2133  NGVD 29 (??/??/92)  160.336  (m)          526.04   (f) ADJ UNCH    1 2
 AX2133
 AX2133.Superseded values are not recommended for survey control.
 AX2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2133.See file dsdata.txt to determine how the superseded data were derived.
 AX2133
 AX2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU282067(NAD 83)
 AX2133_MARKER: B = BOLT
 AX2133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2133_SP_SET: BUILDING
 AX2133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2133
 AX2133  HISTORY     - Date     Condition        Report By
 AX2133  HISTORY     - UNK      MONUMENTED       CGS
 AX2133  HISTORY     - 1943     GOOD             NGS
 AX2133  HISTORY     - 1990     GOOD             USPSQD
 AX2133  HISTORY     - 19930808 GOOD             USPSQD
 AX2133  HISTORY     - 19990925 GOOD             USPSQD
 AX2133  HISTORY     - 20050222 GOOD             USPSQD
 AX2133
 AX2133                          STATION DESCRIPTION
 AX2133
 AX2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2133'IN LOCKHART.
 AX2133'AT LOCKHART, AT THE COUNTY COURTHOUSE, IN A LIMESTONE BLOCK OF THE
 AX2133'EAST WALL, 4 FEET FROM THE NORTHEAST CORNER, 2 FEET SOUTH OF THE
 AX2133'GRANITE CORNER STONE, 3 INCHES ABOVE THE LAYER OF RED SANDSTONE, AND 4
 AX2133'FEET HIGHER THAN THE GROUND.  A CROSS ON THE END OF A COPPER BOLT.
 AX2133
 AX2133                          STATION RECOVERY (1990)
 AX2133
 AX2133'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2133'RECOVERED IN GOOD CONDITION.
 AX2133
 AX2133                          STATION RECOVERY (1993)
 AX2133
 AX2133'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2133'RECOVERED IN GOOD CONDITION.
 AX2133
 AX2133                          STATION RECOVERY (1999)
 AX2133
 AX2133'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2133'RECOVERED IN GOOD CONDITION.
 AX2133
 AX2133                          STATION RECOVERY (2005)
 AX2133
 AX2133'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0333 ***********************************************************************
 AJ0333  DESIGNATION -  E 600
 AJ0333  PID         -  AJ0333
 AJ0333  STATE/COUNTY-  TX/DUVAL
 AJ0333  USGS QUAD   -  CONCEPCION (1968)
 AJ0333
 AJ0333                         *CURRENT SURVEY CONTROL
 AJ0333  ___________________________________________________________________
 AJ0333* NAD 83(1986)-  27 28 30.     (N)    098 16 04.     (W)     SCALED    
 AJ0333* NAVD 88     -        73.308  (meters)     240.51   (feet)  ADJUSTED  
 AJ0333  ___________________________________________________________________
 AJ0333  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AJ0333  DYNAMIC HT  -          73.192 (meters)     240.13  (feet)  COMP
 AJ0333  MODELED GRAV-     979,076.4   (mgal)                       NAVD 88
 AJ0333
 AJ0333  VERT ORDER  -  SECOND    CLASS 0
 AJ0333
 AJ0333.The horizontal coordinates were scaled from a topographic map and have
 AJ0333.an estimated accuracy of +/- 6 seconds.
 AJ0333
 AJ0333.The orthometric height was determined by differential leveling
 AJ0333.and adjusted by the National Geodetic Survey in June 1991..
 AJ0333
 AJ0333.The geoid height was determined by GEOID03.
 AJ0333
 AJ0333.The dynamic height is computed by dividing the NAVD 88
 AJ0333.geopotential number by the normal gravity value computed on the
 AJ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0333.degrees latitude (g = 980.6199 gals.).
 AJ0333
 AJ0333.The modeled gravity was interpolated from observed gravity values.
 AJ0333
 AJ0333;                    North         East    Units  Estimated Accuracy
 AJ0333;SPC TX S     - 5,200,370.      322,950.      MT  (+/- 180 meters Scaled)
 AJ0333
 AJ0333                          SUPERSEDED SURVEY CONTROL
 AJ0333
 AJ0333  NGVD 29 (??/??/92)   73.394  (m)          240.79   (f) ADJ UNCH    2 0
 AJ0333
 AJ0333.Superseded values are not recommended for survey control.
 AJ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0333.See file dsdata.txt to determine how the superseded data were derived.
 AJ0333
 AJ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR723392(NAD 83)
 AJ0333_MARKER: DB = BENCH MARK DISK
 AJ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0333_STAMPING: E 600 1942
 AJ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0333+STABILITY: SURFACE MOTION
 AJ0333
 AJ0333  HISTORY     - Date     Condition        Report By
 AJ0333  HISTORY     - 1942     MONUMENTED       CGS
 AJ0333  HISTORY     - 1968     GOOD             USGS
 AJ0333
 AJ0333                          STATION DESCRIPTION
 AJ0333
 AJ0333'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0333'5.3 MI N FROM SANTA GRUS.
 AJ0333'SANTA CRUS, 5.7 MILES NORTH ALONG FARM ROAD 1329 TO LANE TO WEST
 AJ0333'THENCE WEST AND NORTH 0.15 MILES TO YARD OF HOUSE, 84 FEET WEST OF
 AJ0333'CENTER LINE OF ROAD AND 2.0 FEET SOUTH OF A EAST WEST FENCE AROUND
 AJ0333'SOUTH SIDE OF YARD.  A STANDARD DISK, STAMPED E 600 1942, AND SET IN
 AJ0333'THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0324 ***********************************************************************
 AX0324  DESIGNATION -  E 601 RESET
 AX0324  PID         -  AX0324
 AX0324  STATE/COUNTY-  TX/WHARTON
 AX0324  USGS QUAD   -  PIERCE (1980)
 AX0324
 AX0324                         *CURRENT SURVEY CONTROL
 AX0324  ___________________________________________________________________
 AX0324* NAD 83(1986)-  29 14 40.     (N)    096 11 22.     (W)     SCALED    
 AX0324* NAVD 88     -        29.724  (meters)      97.52   (feet)  ADJUSTED  
 AX0324  ___________________________________________________________________
 AX0324  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0324  DYNAMIC HT  -          29.682 (meters)      97.38  (feet)  COMP
 AX0324  MODELED GRAV-     979,239.8   (mgal)                       NAVD 88
 AX0324
 AX0324  VERT ORDER  -  FIRST     CLASS I
 AX0324
 AX0324.The horizontal coordinates were scaled from a topographic map and have
 AX0324.an estimated accuracy of +/- 6 seconds.
 AX0324
 AX0324.The orthometric height was determined by differential leveling
 AX0324.and adjusted by the National Geodetic Survey in June 1991..
 AX0324
 AX0324.The geoid height was determined by GEOID03.
 AX0324
 AX0324.The dynamic height is computed by dividing the NAVD 88
 AX0324.geopotential number by the normal gravity value computed on the
 AX0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0324.degrees latitude (g = 980.6199 gals.).
 AX0324
 AX0324.The modeled gravity was interpolated from observed gravity values.
 AX0324
 AX0324;                    North         East    Units  Estimated Accuracy
 AX0324;SPC TXSC     - 4,159,670.      873,150.      MT  (+/- 180 meters Scaled)
 AX0324
 AX0324                          SUPERSEDED SURVEY CONTROL
 AX0324
 AX0324  NGVD 29 (12/23/87)   29.727  (m)           97.53   (f) ADJUSTED    1 1
 AX0324
 AX0324.Superseded values are not recommended for survey control.
 AX0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0324.See file dsdata.txt to determine how the superseded data were derived.
 AX0324
 AX0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT731383(NAD 83)
 AX0324_MARKER: DB = BENCH MARK DISK
 AX0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0324_SP_SET: CONCRETE POST
 AX0324_STAMPING: E 601 1942 RESET 1947
 AX0324_MARK LOGO: CGS   
 AX0324_PROJECTION: PROJECTING 15 CENTIMETERS
 AX0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0324+STABILITY: SURFACE MOTION
 AX0324
 AX0324  HISTORY     - Date     Condition        Report By
 AX0324  HISTORY     - 1947     MONUMENTED       CGS
 AX0324  HISTORY     - 1987     GOOD             NGS
 AX0324
 AX0324                          STATION DESCRIPTION
 AX0324
 AX0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0324'0 8 MI NE FROM PIERCE.
 AX0324'0.8 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0324'STATION AT PIERCE, WHARTON COUNTY, 108 FEET EAST OF THE EAST CORNER OF
 AX0324'TRESTLE NO. 33.00, 75.5 FEET SOUTHWEST OF MILEPOST 33, 43.4 FEET
 AX0324'SOUTHEAST OF THE SOUTHEAST RAIL, 2.4 FEET NORTHWEST OF A FENCE CORNER,
 AX0324'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET
 AX0324'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 601 1942 RESET 1947
 AX0324'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AX0324'GROUND.
 AX0324
 AX0324                          STATION RECOVERY (1987)
 AX0324
 AX0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0324'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.86 KM (3.02
 AX0324'MI) NORTHEAST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION OF STATE
 AX0324'HIGHWAY 71 IN EL CAMPO, THENCE 4.49 KM (2.79 MI) NORTHEAST ALONG US
 AX0324'HIGHWAY 59, ALSO 11.3 KM (7.0 MI) SOUTHWEST OF WHARTON, AT THE
 AX0324'Y-JUNCTION OF THE HIGHWAY LOOP 526 ON-RAMP, ON THE OUTSIDE OF A CURVE,
 AX0324'74.6 METERS (245 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 59
 AX0324'NORTHBOUND, 48.4 METERS (159 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AX0324'ON-RAMP, 32.9 METERS (108 FT) EAST OF THE EAST CORNER OF A SOUTHERN
 AX0324'PACIFIC RAILROAD BRIDGE, 32.0 METERS (75.5 FT) SOUTHWEST OF RAILROAD
 AX0324'MILE POST 33, 13.2 METERS (43.4 FT) SOUTHEAST OF THE SOUTHEAST RAIL,
 AX0324'0.7 METERS (2.4 FT) NORTHWEST OF A FENCE.
 AX0324'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AX0324'THE MARK IS 1.2 M BELOW THE ON-RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1278 ***********************************************************************
 AN1278  DESIGNATION -  E 602
 AN1278  PID         -  AN1278
 AN1278  STATE/COUNTY-  TX/REFUGIO
 AN1278  USGS QUAD   -  QUINTANA (1979)
 AN1278
 AN1278                         *CURRENT SURVEY CONTROL
 AN1278  ___________________________________________________________________
 AN1278* NAD 83(1986)-  28 17 23.     (N)    097 12 35.     (W)     SCALED    
 AN1278* NAVD 88     -        12.81   (+/-2cm)      42.0    (feet)  VERTCON   
 AN1278  ___________________________________________________________________
 AN1278  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1278
 AN1278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1278
 AN1278.The horizontal coordinates were scaled from a topographic map and have
 AN1278.an estimated accuracy of +/- 6 seconds.
 AN1278
 AN1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1278.The vertical order pertains to the NGVD 29 superseded value.
 AN1278
 AN1278.The geoid height was determined by GEOID03.
 AN1278
 AN1278;                    North         East    Units  Estimated Accuracy
 AN1278;SPC TXSC     - 4,051,930.      775,620.      MT  (+/- 180 meters Scaled)
 AN1278
 AN1278                          SUPERSEDED SURVEY CONTROL
 AN1278
 AN1278  NGVD 29 (??/??/92)   12.97   (m)           42.6    (f) COMPUTED    2 0
 AN1278
 AN1278.Superseded values are not recommended for survey control.
 AN1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1278.See file dsdata.txt to determine how the superseded data were derived.
 AN1278
 AN1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS755305(NAD 83)
 AN1278_MARKER: DB = BENCH MARK DISK
 AN1278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1278_SP_SET: CULVERT
 AN1278_STAMPING: E 602 1942
 AN1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1278
 AN1278  HISTORY     - Date     Condition        Report By
 AN1278  HISTORY     - 1942     MONUMENTED       CGS
 AN1278  HISTORY     - 1988     GOOD             USPSQD
 AN1278  HISTORY     - 1990     GOOD             USPSQD
 AN1278  HISTORY     - 19940716 GOOD             USPSQD
 AN1278  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1278
 AN1278                          STATION DESCRIPTION
 AN1278
 AN1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1278'4.0 MI E FROM REFUGIO.
 AN1278'4.0 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1278'REFUGIO, REFUGIO COUNTY, 0.3 MILE EAST OF A LARGE FARMHOUSE, AT A
 AN1278'3-BY-7-FOOT CONCRETE-BOX CULVERT, IN THE TOP OF THE EAST END OF THE
 AN1278'SOUTH HEADWALL, 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1
 AN1278'FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 602 1942.
 AN1278
 AN1278                          STATION RECOVERY (1988)
 AN1278
 AN1278'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1278'RECOVERED IN GOOD CONDITION.
 AN1278
 AN1278                          STATION RECOVERY (1990)
 AN1278
 AN1278'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1278'RECOVERED IN GOOD CONDITION.
 AN1278
 AN1278                          STATION RECOVERY (1994)
 AN1278
 AN1278'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1278'RECOVERED IN GOOD CONDITION.
 AN1278
 AN1278                          STATION RECOVERY (1999)
 AN1278
 AN1278'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0264 ***********************************************************************
 AH0264  DESIGNATION -  E 606
 AH0264  PID         -  AH0264
 AH0264  STATE/COUNTY-  TX/SAN PATRICIO
 AH0264  USGS QUAD   -  GREGORY (1975)
 AH0264
 AH0264                         *CURRENT SURVEY CONTROL
 AH0264  ___________________________________________________________________
 AH0264* NAD 83(1986)-  27 59 07.     (N)    097 15 20.     (W)     SCALED    
 AH0264* NAVD 88     -         5.94   (+/-2cm)      19.5    (feet)  VERTCON   
 AH0264  ___________________________________________________________________
 AH0264  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AH0264
 AH0264  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0264
 AH0264.The horizontal coordinates were scaled from a topographic map and have
 AH0264.an estimated accuracy of +/- 6 seconds.
 AH0264
 AH0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0264.The vertical order pertains to the NGVD 29 superseded value.
 AH0264
 AH0264.The geoid height was determined by GEOID03.
 AH0264
 AH0264;                    North         East    Units  Estimated Accuracy
 AH0264;SPC TX S     - 5,257,500.      422,430.      MT  (+/- 180 meters Scaled)
 AH0264
 AH0264                          SUPERSEDED SURVEY CONTROL
 AH0264
 AH0264  NGVD 29 (??/??/92)    6.097  (m)           20.00   (f) ADJ UNCH    2 0
 AH0264
 AH0264.Superseded values are not recommended for survey control.
 AH0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0264.See file dsdata.txt to determine how the superseded data were derived.
 AH0264
 AH0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR715967(NAD 83)
 AH0264_MARKER: DB = BENCH MARK DISK
 AH0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0264_STAMPING: E 606 1942
 AH0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0264+STABILITY: SURFACE MOTION
 AH0264
 AH0264  HISTORY     - Date     Condition        Report By
 AH0264  HISTORY     - 1942     MONUMENTED       CGS
 AH0264  HISTORY     - 1949     GOOD             NGS
 AH0264  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0264  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0264
 AH0264                          STATION DESCRIPTION
 AH0264
 AH0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0264'4.9 MI NE FROM GREGORY.
 AH0264'4.9 MILES NORTHEAST ALONG THE BAYSIDE ROAD FROM THE POST OFFICE AT
 AH0264'GREGORY, SAN PATRICIO COUNTY, 0.1 MILE SOUTHWEST OF A ROAD
 AH0264'INTERSECTION, 350 FEET SOUTH OF A LARGE FARMHOUSE, 40 FEET NORTHWEST
 AH0264'OF THE CENTERLINE OF THE ROAD, 5 FEET NORTHEAST OF A FENCE CORNER, 3
 AH0264'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET EAST OF A FENCE, AND
 AH0264'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED E 606 1942 AND SET IN
 AH0264'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AH0264
 AH0264                          STATION RECOVERY (1969)
 AH0264
 AH0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0264'MARK NOT FOUND.
 AH0264
 AH0264                          STATION RECOVERY (1995)
 AH0264
 AH0264'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0351 ***********************************************************************
 AH0351  DESIGNATION -  E 608
 AH0351  PID         -  AH0351
 AH0351  STATE/COUNTY-  TX/NUECES
 AH0351  USGS QUAD   -  OSO CREEK NW (1975)
 AH0351
 AH0351                         *CURRENT SURVEY CONTROL
 AH0351  ___________________________________________________________________
 AH0351* NAD 83(1986)-  27 44 17.     (N)    097 25 31.     (W)     SCALED    
 AH0351* NAVD 88     -        10.127  (meters)      33.23   (feet)  ADJUSTED  
 AH0351  ___________________________________________________________________
 AH0351  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH0351  DYNAMIC HT  -          10.112 (meters)      33.18  (feet)  COMP
 AH0351  MODELED GRAV-     979,125.5   (mgal)                       NAVD 88
 AH0351
 AH0351  VERT ORDER  -  SECOND    CLASS 0
 AH0351
 AH0351.The horizontal coordinates were scaled from a topographic map and have
 AH0351.an estimated accuracy of +/- 6 seconds.
 AH0351
 AH0351.The orthometric height was determined by differential leveling
 AH0351.and adjusted by the National Geodetic Survey in June 1991..
 AH0351
 AH0351.The geoid height was determined by GEOID03.
 AH0351
 AH0351.The dynamic height is computed by dividing the NAVD 88
 AH0351.geopotential number by the normal gravity value computed on the
 AH0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0351.degrees latitude (g = 980.6199 gals.).
 AH0351
 AH0351.The modeled gravity was interpolated from observed gravity values.
 AH0351
 AH0351;                    North         East    Units  Estimated Accuracy
 AH0351;SPC TX S     - 5,229,950.      405,960.      MT  (+/- 180 meters Scaled)
 AH0351
 AH0351                          SUPERSEDED SURVEY CONTROL
 AH0351
 AH0351  NGVD 29 (??/??/92)   10.304  (m)           33.81   (f) ADJ UNCH    2 0
 AH0351
 AH0351.Superseded values are not recommended for survey control.
 AH0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0351.See file dsdata.txt to determine how the superseded data were derived.
 AH0351
 AH0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR552691(NAD 83)
 AH0351_MARKER: DB = BENCH MARK DISK
 AH0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0351_STAMPING: E 608 1942
 AH0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0351+STABILITY: SURFACE MOTION
 AH0351
 AH0351  HISTORY     - Date     Condition        Report By
 AH0351  HISTORY     - 1942     MONUMENTED       CGS
 AH0351  HISTORY     - 1961     MARK NOT FOUND   NGS
 AH0351  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0351  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0351  HISTORY     - 20010729 MARK NOT FOUND   USPSQD
 AH0351
 AH0351                          STATION DESCRIPTION
 AH0351
 AH0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AH0351'4.0 MI S FROM CORPUS CHRISTI.
 AH0351'4.0 MILES SOUTH ALONG STATE HIGHWAY 286 FROM THE MISSOURI PACIFIC
 AH0351'RAILROAD STATION AT CORPUS CHRISTI, NUECES COUNTY, 0.2 MILE NORTH OF
 AH0351'THE JUNCTION OF A ROAD LEADING TO CORPUS CHRISTI NAVAL AIR STATION, 60
 AH0351'FEET SOUTH OF THE SOUTH SIDE OF AN EARTHEN STOCK-WATERING TANK, 50
 AH0351'FEET WEST OF AND ABOUT 1 FOOT LOWER THAN THE CENTERLINE OF THE
 AH0351'HIGHWAY, 10 FEET SOUTH OF THE END OF A ROW OF PALM TREES, 3 FEET NORTH
 AH0351'OF A WHITE WOODEN WITNESS POST, 2 FEET SOUTH OF A RIGHT-OF-WAY MARKER,
 AH0351'AND ACROSS THE HIGHWAY FROM ANOTHER RIGHT-OF-WAY MARKER.  A STANDARD
 AH0351'DISK, STAMPED E 608 1942 AND SET IN THE TOP OF A CONCRETE POST
 AH0351'PROJECTING 0.5 FEET ABOVE GROUND.
 AH0351
 AH0351                          STATION RECOVERY (1989)
 AH0351
 AH0351'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AH0351'MARK NOT FOUND.
 AH0351
 AH0351                          STATION RECOVERY (1997)
 AH0351
 AH0351'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0351'MARK NOT FOUND.
 AH0351
 AH0351                          STATION RECOVERY (2001)
 AH0351
 AH0351'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0874 ***********************************************************************
 AH0874  DESIGNATION -  E 609
 AH0874  PID         -  AH0874
 AH0874  STATE/COUNTY-  TX/NUECES
 AH0874  USGS QUAD   -  CONCORDIA (1975)
 AH0874
 AH0874                         *CURRENT SURVEY CONTROL
 AH0874  ___________________________________________________________________
 AH0874* NAD 83(1986)-  27 34 32.     (N)    097 42 27.     (W)     SCALED    
 AH0874* NAVD 88     -        13.980  (meters)      45.87   (feet)  ADJUSTED  
 AH0874  ___________________________________________________________________
 AH0874  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AH0874  DYNAMIC HT  -          13.959 (meters)      45.80  (feet)  COMP
 AH0874  MODELED GRAV-     979,107.5   (mgal)                       NAVD 88
 AH0874
 AH0874  VERT ORDER  -  SECOND    CLASS 0
 AH0874
 AH0874.The horizontal coordinates were scaled from a topographic map and have
 AH0874.an estimated accuracy of +/- 6 seconds.
 AH0874
 AH0874.The orthometric height was determined by differential leveling
 AH0874.and adjusted by the National Geodetic Survey in June 1991..
 AH0874
 AH0874.The geoid height was determined by GEOID03.
 AH0874
 AH0874.The dynamic height is computed by dividing the NAVD 88
 AH0874.geopotential number by the normal gravity value computed on the
 AH0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0874.degrees latitude (g = 980.6199 gals.).
 AH0874
 AH0874.The modeled gravity was interpolated from observed gravity values.
 AH0874
 AH0874;                    North         East    Units  Estimated Accuracy
 AH0874;SPC TX S     - 5,211,740.      378,250.      MT  (+/- 180 meters Scaled)
 AH0874
 AH0874                          SUPERSEDED SURVEY CONTROL
 AH0874
 AH0874  NGVD 29 (??/??/92)   14.097  (m)           46.25   (f) ADJ UNCH    2 0
 AH0874
 AH0874.Superseded values are not recommended for survey control.
 AH0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0874.See file dsdata.txt to determine how the superseded data were derived.
 AH0874
 AH0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR275508(NAD 83)
 AH0874_MARKER: DB = BENCH MARK DISK
 AH0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0874_STAMPING: E 609 1942
 AH0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0874+STABILITY: SURFACE MOTION
 AH0874
 AH0874  HISTORY     - Date     Condition        Report By
 AH0874  HISTORY     - 1942     MONUMENTED       CGS
 AH0874  HISTORY     - 1966     MARK NOT FOUND   BOR
 AH0874
 AH0874                          STATION DESCRIPTION
 AH0874
 AH0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0874'6.1 MI E FROM BISHOP.
 AH0874'TO REACH FROM THE HIGH SCHOOL AT BISHOP-- PROCEED 3.0 MILES EASTERLY
 AH0874'ALONG PAVED ROAD TO INTERSECTION OF ROAD LEADING NORTH.  THENCE, GO
 AH0874'1.0 MILES NORTHERLY ALONG ROAD TO INTERSECTION OF ROAD LEADING EAST.
 AH0874'THENCE, GO 2.1 MILES EASTERLY ALONG ROAD TO THE SITE OF THE BENCH
 AH0874'MARK.  BENCH MARK IS ABOUT 0.1 MILE WEST OF A COTTON GIN, 60.0 FEET
 AH0874'WEST OF THE CENTERLINE OF PRIVATE ROAD AND 36.0 FEET SOUTH OF AND
 AH0874'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 11.0
 AH0874'FEET WEST OF A POWERLINE POLE, 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AH0874'MARKER POST, 3.0 FEET NORTH OF ROW OF TAMERISK TREES AND 3.0 FEET
 AH0874'SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AH0874
 AH0874                          STATION RECOVERY (1966)
 AH0874
 AH0874'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0390 ***********************************************************************
 AH0390  DESIGNATION -  E 610
 AH0390  PID         -  AH0390
 AH0390  STATE/COUNTY-  TX/NUECES
 AH0390  USGS QUAD   -  OSO CREEK NE (1975)
 AH0390
 AH0390                         *CURRENT SURVEY CONTROL
 AH0390  ___________________________________________________________________
 AH0390* NAD 83(1986)-  27 42 14.     (N)    097 21 45.     (W)     SCALED    
 AH0390* NAVD 88     -         6.136  (meters)      20.13   (feet)  ADJUSTED  
 AH0390  ___________________________________________________________________
 AH0390  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AH0390  DYNAMIC HT  -           6.127 (meters)      20.10  (feet)  COMP
 AH0390  MODELED GRAV-     979,126.4   (mgal)                       NAVD 88
 AH0390
 AH0390  VERT ORDER  -  SECOND    CLASS 0
 AH0390
 AH0390.The horizontal coordinates were scaled from a topographic map and have
 AH0390.an estimated accuracy of +/- 6 seconds.
 AH0390
 AH0390.The orthometric height was determined by differential leveling
 AH0390.and adjusted by the National Geodetic Survey in June 1991..
 AH0390
 AH0390.The geoid height was determined by GEOID03.
 AH0390
 AH0390.The dynamic height is computed by dividing the NAVD 88
 AH0390.geopotential number by the normal gravity value computed on the
 AH0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0390.degrees latitude (g = 980.6199 gals.).
 AH0390
 AH0390.The modeled gravity was interpolated from observed gravity values.
 AH0390
 AH0390;                    North         East    Units  Estimated Accuracy
 AH0390;SPC TX S     - 5,226,220.      412,190.      MT  (+/- 180 meters Scaled)
 AH0390
 AH0390                          SUPERSEDED SURVEY CONTROL
 AH0390
 AH0390  NGVD 29 (??/??/92)    6.307  (m)           20.69   (f) ADJ UNCH    2 0
 AH0390
 AH0390.Superseded values are not recommended for survey control.
 AH0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0390.See file dsdata.txt to determine how the superseded data were derived.
 AH0390
 AH0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR614654(NAD 83)
 AH0390_MARKER: DB = BENCH MARK DISK
 AH0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0390_SP_SET: CULVERT
 AH0390_STAMPING: E 610 1942
 AH0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0390
 AH0390  HISTORY     - Date     Condition        Report By
 AH0390  HISTORY     - 1942     MONUMENTED       CGS
 AH0390  HISTORY     - 1949     GOOD             NGS
 AH0390  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0390  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0390  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 AH0390
 AH0390                          STATION DESCRIPTION
 AH0390
 AH0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0390'1.2 MI S FROM CORPUS CHRISTI.
 AH0390'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0390'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0390'SOUTH ALONG STATE HIGHWAY 286, AND THENCE 4.5 MILES EAST ALONG
 AH0390'LEXINGTON BOULEVARD (STATE HIGHWAY 358).  AT THE INTERSECTION OF A
 AH0390'ROAD LEADING TO RODD FLYING FIELD, 135 FEET EAST OF THE CENTER LINE OF
 AH0390'THE ROAD, 28 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 AH0390'BOULEVARD, AT A CONCRETE CULVERT, AND IN THE TOP OF THE EAST END OF
 AH0390'THE SOUTH HEAD WALL.  A STANDARD DISK, STAMPED E 610 1942.
 AH0390
 AH0390                          STATION RECOVERY (1997)
 AH0390
 AH0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0390'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0390'DESTROYED.
 AH0390
 AH0390                          STATION RECOVERY (1997)
 AH0390
 AH0390'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0390'MARK NOT FOUND.
 AH0390
 AH0390                          STATION RECOVERY (2002)
 AH0390
 AH0390'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AH0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1010 ***********************************************************************
 AH1010  DESIGNATION -  E 611
 AH1010  PID         -  AH1010
 AH1010  STATE/COUNTY-  TX/NUECES
 AH1010  USGS QUAD   -  KINGSVILLE NW (1979)
 AH1010
 AH1010                         *CURRENT SURVEY CONTROL
 AH1010  ___________________________________________________________________
 AH1010* NAD 83(1986)-  27 39 56.     (N)    097 52 53.     (W)     SCALED    
 AH1010* NAVD 88     -        29.870  (meters)      98.00   (feet)  ADJUSTED  
 AH1010  ___________________________________________________________________
 AH1010  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH1010  DYNAMIC HT  -          29.824 (meters)      97.85  (feet)  COMP
 AH1010  MODELED GRAV-     979,100.7   (mgal)                       NAVD 88
 AH1010
 AH1010  VERT ORDER  -  SECOND    CLASS 0
 AH1010
 AH1010.The horizontal coordinates were scaled from a topographic map and have
 AH1010.an estimated accuracy of +/- 6 seconds.
 AH1010
 AH1010.The orthometric height was determined by differential leveling
 AH1010.and adjusted by the National Geodetic Survey in June 1991..
 AH1010
 AH1010.The geoid height was determined by GEOID03.
 AH1010
 AH1010.The dynamic height is computed by dividing the NAVD 88
 AH1010.geopotential number by the normal gravity value computed on the
 AH1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1010.degrees latitude (g = 980.6199 gals.).
 AH1010
 AH1010.The modeled gravity was interpolated from observed gravity values.
 AH1010
 AH1010;                    North         East    Units  Estimated Accuracy
 AH1010;SPC TX S     - 5,221,620.      361,030.      MT  (+/- 180 meters Scaled)
 AH1010
 AH1010                          SUPERSEDED SURVEY CONTROL
 AH1010
 AH1010  NGVD 29 (??/??/92)   29.977  (m)           98.35   (f) ADJ UNCH    2 0
 AH1010
 AH1010.Superseded values are not recommended for survey control.
 AH1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1010.See file dsdata.txt to determine how the superseded data were derived.
 AH1010
 AH1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR103606(NAD 83)
 AH1010_MARKER: DB = BENCH MARK DISK
 AH1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1010_STAMPING: E 611 1942
 AH1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1010+STABILITY: SURFACE MOTION
 AH1010
 AH1010  HISTORY     - Date     Condition        Report By
 AH1010  HISTORY     - 1942     MONUMENTED       CGS
 AH1010  HISTORY     - 1953     GOOD             USGS
 AH1010  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH1010
 AH1010                          STATION DESCRIPTION
 AH1010
 AH1010'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AH1010'10.9 MI S FROM BANQUETE.
 AH1010'10.9 MILES SOUTH ALONG BLACK-TOP FARM ROAD 666 FROM THE TEXAS-MEXICAN
 AH1010'RAILWAY STATION AT BANQUETE, THENCE 3.0 MILES WEST ALONG A GRADED DIRT
 AH1010'ROAD.  AT A ROAD INTERSECTION, 104 FEET SOUTHWEST OF THE CENTER OF THE
 AH1010'INTERSECTION, IN THE EDGE OF A PLOWED FIELD, AND LEVEL WITH THE ROAD.
 AH1010'A STANDARD DISK, STAMPED E 611 1942 AND SET IN THE TOP OF A CONCRETE
 AH1010'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AH1010
 AH1010                          STATION RECOVERY (1975)
 AH1010
 AH1010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1020 ***********************************************************************
 AH1020  DESIGNATION -  E 612
 AH1020  PID         -  AH1020
 AH1020  STATE/COUNTY-  TX/KLEBERG
 AH1020  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1020
 AH1020                         *CURRENT SURVEY CONTROL
 AH1020  ___________________________________________________________________
 AH1020* NAD 83(1986)-  27 36 21.     (N)    097 59 18.     (W)     SCALED    
 AH1020* NAVD 88     -        40.642  (meters)     133.34   (feet)  ADJUSTED  
 AH1020  ___________________________________________________________________
 AH1020  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AH1020  DYNAMIC HT  -          40.579 (meters)     133.13  (feet)  COMP
 AH1020  MODELED GRAV-     979,090.6   (mgal)                       NAVD 88
 AH1020
 AH1020  VERT ORDER  -  SECOND    CLASS 0
 AH1020
 AH1020.The horizontal coordinates were scaled from a topographic map and have
 AH1020.an estimated accuracy of +/- 6 seconds.
 AH1020
 AH1020.The orthometric height was determined by differential leveling
 AH1020.and adjusted by the National Geodetic Survey in June 1991..
 AH1020
 AH1020.The geoid height was determined by GEOID03.
 AH1020
 AH1020.The dynamic height is computed by dividing the NAVD 88
 AH1020.geopotential number by the normal gravity value computed on the
 AH1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1020.degrees latitude (g = 980.6199 gals.).
 AH1020
 AH1020.The modeled gravity was interpolated from observed gravity values.
 AH1020
 AH1020;                    North         East    Units  Estimated Accuracy
 AH1020;SPC TX S     - 5,214,950.      350,510.      MT  (+/- 180 meters Scaled)
 AH1020
 AH1020                          SUPERSEDED SURVEY CONTROL
 AH1020
 AH1020  NGVD 29 (??/??/92)   40.738  (m)          133.65   (f) ADJ UNCH    2 0
 AH1020
 AH1020.Superseded values are not recommended for survey control.
 AH1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1020.See file dsdata.txt to determine how the superseded data were derived.
 AH1020
 AH1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR998539(NAD 83)
 AH1020_MARKER: DB = BENCH MARK DISK
 AH1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1020_STAMPING: E 612 1942
 AH1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1020+STABILITY: SURFACE MOTION
 AH1020
 AH1020  HISTORY     - Date     Condition        Report By
 AH1020  HISTORY     - 1942     MONUMENTED       CGS
 AH1020
 AH1020                          STATION DESCRIPTION
 AH1020
 AH1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1020'9.8 MI NW FROM KINGSVILLE.
 AH1020'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH1020'PROCEED WESTERLY 3.2 MILES ALONG STATE HIGHWAY NO. 141.  THENCE GO
 AH1020'NORTHWESTERLY 6.6 MILES ALONG RANCH ROAD TO SITE OF BENCH MARK. BENCH
 AH1020'MARK IS IN FENCE CORNER ABOUT 350.0 FEET SOUTHEAST OF THE PALOLOBA
 AH1020'MILL AND WATER RESERVOIR, 14.0 FEET NORTH OF WOODEN GATE ACROSS OLD
 AH1020'KINGSVILLE-ALICE ROAD, 6.0 FEET EAST OF CORNER POST OF FENCE RUNNING
 AH1020'SOUTH, 3.0 FEET EAST OF 4 X 4 INCH WOODEN MARKER POST AND MONUMENT
 AH1020'PROJECTS ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1036 ***********************************************************************
 AH1036  DESIGNATION -  E 613
 AH1036  PID         -  AH1036
 AH1036  STATE/COUNTY-  TX/KLEBERG
 AH1036  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1036
 AH1036                         *CURRENT SURVEY CONTROL
 AH1036  ___________________________________________________________________
 AH1036* NAD 83(1986)-  27 32 18.     (N)    097 59 53.     (W)     SCALED    
 AH1036* NAVD 88     -        34.722  (meters)     113.92   (feet)  ADJUSTED  
 AH1036  ___________________________________________________________________
 AH1036  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH1036  DYNAMIC HT  -          34.668 (meters)     113.74  (feet)  COMP
 AH1036  MODELED GRAV-     979,088.2   (mgal)                       NAVD 88
 AH1036
 AH1036  VERT ORDER  -  SECOND    CLASS 0
 AH1036
 AH1036.The horizontal coordinates were scaled from a topographic map and have
 AH1036.an estimated accuracy of +/- 6 seconds.
 AH1036
 AH1036.The orthometric height was determined by differential leveling
 AH1036.and adjusted by the National Geodetic Survey in June 1991..
 AH1036
 AH1036.The geoid height was determined by GEOID03.
 AH1036
 AH1036.The dynamic height is computed by dividing the NAVD 88
 AH1036.geopotential number by the normal gravity value computed on the
 AH1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1036.degrees latitude (g = 980.6199 gals.).
 AH1036
 AH1036.The modeled gravity was interpolated from observed gravity values.
 AH1036
 AH1036;                    North         East    Units  Estimated Accuracy
 AH1036;SPC TX S     - 5,207,470.      349,580.      MT  (+/- 180 meters Scaled)
 AH1036
 AH1036                          SUPERSEDED SURVEY CONTROL
 AH1036
 AH1036  NGVD 29 (??/??/92)   34.814  (m)          114.22   (f) ADJ UNCH    2 0
 AH1036
 AH1036.Superseded values are not recommended for survey control.
 AH1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1036.See file dsdata.txt to determine how the superseded data were derived.
 AH1036
 AH1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR989464(NAD 83)
 AH1036_MARKER: DB = BENCH MARK DISK
 AH1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1036_STAMPING: E 613 1942
 AH1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1036+STABILITY: SURFACE MOTION
 AH1036
 AH1036  HISTORY     - Date     Condition        Report By
 AH1036  HISTORY     - 1942     MONUMENTED       CGS
 AH1036  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH1036
 AH1036                          STATION DESCRIPTION
 AH1036
 AH1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1036'7.1 MI W FROM KINGSVILLE.
 AH1036'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH1036'PROCEED WESTERLY 7.1 MILES ALONG STATE HIGHWAY NO. 141 TO SITE OF
 AH1036'BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE WEST OF WOODEN GATE ON RANCH
 AH1036'ROAD RUNNING NORTH AND SOUTH ACROSS HIGHWAY, 45.0 FEET NORTH OF AND
 AH1036'ABOUT 1.0 FOOT BELOW CENTERLINE OF HIGHWAY, 33.0 FEET EAST OF CONCRETE
 AH1036'HIGHWAY PROPERTY LINE MARKER, 0.6 FOOT SOUTH OF HIGHWAY FENCE AND 3.0
 AH1036'FEET EAST OF 4 X 4 WOODEN MARKER POST.  THE MONUMENT PROJECTS ABOUT
 AH1036'0.5 FOOT.
 AH1036
 AH1036                          STATION RECOVERY (1975)
 AH1036
 AH1036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0650 ***********************************************************************
 AH0650  DESIGNATION -  E 614
 AH0650  PID         -  AH0650
 AH0650  STATE/COUNTY-  TX/KLEBERG
 AH0650  USGS QUAD   -  PAISANO LAKE (1979)
 AH0650
 AH0650                         *CURRENT SURVEY CONTROL
 AH0650  ___________________________________________________________________
 AH0650* NAD 83(1986)-  27 16 40.     (N)    097 57 46.     (W)     SCALED    
 AH0650* NAVD 88     -        23.818  (meters)      78.14   (feet)  ADJUSTED  
 AH0650  ___________________________________________________________________
 AH0650  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AH0650  DYNAMIC HT  -          23.780 (meters)      78.02  (feet)  COMP
 AH0650  MODELED GRAV-     979,081.9   (mgal)                       NAVD 88
 AH0650
 AH0650  VERT ORDER  -  SECOND    CLASS 0
 AH0650
 AH0650.The horizontal coordinates were scaled from a topographic map and have
 AH0650.an estimated accuracy of +/- 6 seconds.
 AH0650
 AH0650.The orthometric height was determined by differential leveling
 AH0650.and adjusted by the National Geodetic Survey in June 1991..
 AH0650
 AH0650.The geoid height was determined by GEOID03.
 AH0650
 AH0650.The dynamic height is computed by dividing the NAVD 88
 AH0650.geopotential number by the normal gravity value computed on the
 AH0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0650.degrees latitude (g = 980.6199 gals.).
 AH0650
 AH0650.The modeled gravity was interpolated from observed gravity values.
 AH0650
 AH0650;                    North         East    Units  Estimated Accuracy
 AH0650;SPC TX S     - 5,178,610.      353,190.      MT  (+/- 180 meters Scaled)
 AH0650
 AH0650                          SUPERSEDED SURVEY CONTROL
 AH0650
 AH0650  NGVD 29 (??/??/92)   23.941  (m)           78.55   (f) ADJ UNCH    2 0
 AH0650
 AH0650.Superseded values are not recommended for survey control.
 AH0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0650.See file dsdata.txt to determine how the superseded data were derived.
 AH0650
 AH0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR026176(NAD 83)
 AH0650_MARKER: DB = BENCH MARK DISK
 AH0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0650_STAMPING: E 614 1942
 AH0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0650+STABILITY: SURFACE MOTION
 AH0650
 AH0650  HISTORY     - Date     Condition        Report By
 AH0650  HISTORY     - 1942     MONUMENTED       CGS
 AH0650
 AH0650                          STATION DESCRIPTION
 AH0650
 AH0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0650'11.1 MI NW FROM RIVIERA.
 AH0650'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT RIVIERA-- PROCEED
 AH0650'WESTERLY 9.7 MILES ALONG STATE HIGHWAY NO. 285.  THENCE GO NORTH ALONG
 AH0650'FENCE LINE 1.4 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ON FENCE
 AH0650'LINE ABOUT 1.4 MILES NORTH OF STATE HIGHWAY NO. 285.  IT IS ABOUT 2.0
 AH0650'MILES SOUTH OF THE CANELLA CAMP, 0.6 MILE SOUTH OF WHERE TWO LINE
 AH0650'FENCES INTERSECT, 0.6 FOOT EAST OF NORTH AND SOUTH FENCE LINE, 3.0
 AH0650'FEET NORTH OF 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AH0650'ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0688 ***********************************************************************
 AH0688  DESIGNATION -  E 615
 AH0688  PID         -  AH0688
 AH0688  STATE/COUNTY-  TX/KENEDY
 AH0688  USGS QUAD   -  SARITA (1979)
 AH0688
 AH0688                         *CURRENT SURVEY CONTROL
 AH0688  ___________________________________________________________________
 AH0688* NAD 83(1986)-  27 12 54.     (N)    097 48 09.     (W)     SCALED    
 AH0688* NAVD 88     -        11.779  (meters)      38.64   (feet)  ADJUSTED  
 AH0688  ___________________________________________________________________
 AH0688  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH0688  DYNAMIC HT  -          11.761 (meters)      38.59  (feet)  COMP
 AH0688  MODELED GRAV-     979,090.4   (mgal)                       NAVD 88
 AH0688
 AH0688  VERT ORDER  -  SECOND    CLASS 0
 AH0688
 AH0688.The horizontal coordinates were scaled from a topographic map and have
 AH0688.an estimated accuracy of +/- 6 seconds.
 AH0688
 AH0688.The orthometric height was determined by differential leveling
 AH0688.and adjusted by the National Geodetic Survey in June 1991..
 AH0688
 AH0688.The geoid height was determined by GEOID03.
 AH0688
 AH0688.The dynamic height is computed by dividing the NAVD 88
 AH0688.geopotential number by the normal gravity value computed on the
 AH0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0688.degrees latitude (g = 980.6199 gals.).
 AH0688
 AH0688.The modeled gravity was interpolated from observed gravity values.
 AH0688
 AH0688;                    North         East    Units  Estimated Accuracy
 AH0688;SPC TX S     - 5,171,730.      369,090.      MT  (+/- 180 meters Scaled)
 AH0688
 AH0688                          SUPERSEDED SURVEY CONTROL
 AH0688
 AH0688  NGVD 29 (??/??/92)   11.864  (m)           38.92   (f) ADJ UNCH    2 0
 AH0688
 AH0688.Superseded values are not recommended for survey control.
 AH0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0688.See file dsdata.txt to determine how the superseded data were derived.
 AH0688
 AH0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR185108(NAD 83)
 AH0688_MARKER: DB = BENCH MARK DISK
 AH0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0688_STAMPING: E 615 1942
 AH0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0688+STABILITY: SURFACE MOTION
 AH0688
 AH0688  HISTORY     - Date     Condition        Report By
 AH0688  HISTORY     - 1942     MONUMENTED       CGS
 AH0688  HISTORY     - 1975     GOOD             USGS
 AH0688  HISTORY     - 20040202 MARK NOT FOUND   USPSQD
 AH0688
 AH0688                          STATION DESCRIPTION
 AH0688
 AH0688'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0688'0.4 MI W FROM SARITA.
 AH0688'0.4 MILE FROM THE INTERSECTION OF HWY 77 AND EAST-WEST ROAD CROSSING
 AH0688'AT SARITA, THENCE 0.45 MILE SOUTH ALONG CALICHE ROAD THEN WEST THROUGH
 AH0688'GATE AND 0.4 MILE WEST TO A NORTH-SOUTH AND EAST-WEST FENCE CROSSING,
 AH0688'20.8 FEET WEST OF THE NORTH-SOUTH FENCE, 1 FEET NORTH OF THE EAST-WEST
 AH0688'FENCE.  A DISK SET IN THE TOP OF A CONCRETE POST 0.5 FOOT ABOVE
 AH0688'GROUND.
 AH0688
 AH0688                          STATION RECOVERY (2004)
 AH0688
 AH0688'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0684 ***********************************************************************
 AH0684  DESIGNATION -  E 616
 AH0684  PID         -  AH0684
 AH0684  STATE/COUNTY-  TX/BROOKS
 AH0684  USGS QUAD   -  SARITA SW (1979)
 AH0684
 AH0684                         *CURRENT SURVEY CONTROL
 AH0684  ___________________________________________________________________
 AH0684* NAD 83(1986)-  27 06 56.     (N)    097 59 33.     (W)     SCALED    
 AH0684* NAVD 88     -        22.845  (meters)      74.95   (feet)  ADJUSTED  
 AH0684  ___________________________________________________________________
 AH0684  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH0684  DYNAMIC HT  -          22.809 (meters)      74.83  (feet)  COMP
 AH0684  MODELED GRAV-     979,072.9   (mgal)                       NAVD 88
 AH0684
 AH0684  VERT ORDER  -  SECOND    CLASS 0
 AH0684
 AH0684.The horizontal coordinates were scaled from a topographic map and have
 AH0684.an estimated accuracy of +/- 6 seconds.
 AH0684
 AH0684.The orthometric height was determined by differential leveling
 AH0684.and adjusted by the National Geodetic Survey in June 1991..
 AH0684
 AH0684.The geoid height was determined by GEOID03.
 AH0684
 AH0684.The dynamic height is computed by dividing the NAVD 88
 AH0684.geopotential number by the normal gravity value computed on the
 AH0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0684.degrees latitude (g = 980.6199 gals.).
 AH0684
 AH0684.The modeled gravity was interpolated from observed gravity values.
 AH0684
 AH0684;                    North         East    Units  Estimated Accuracy
 AH0684;SPC TX S     - 5,160,630.      350,320.      MT  (+/- 180 meters Scaled)
 AH0684
 AH0684                          SUPERSEDED SURVEY CONTROL
 AH0684
 AH0684  NGVD 29 (??/??/92)   22.948  (m)           75.29   (f) ADJ UNCH    2 0
 AH0684
 AH0684.Superseded values are not recommended for survey control.
 AH0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0684.See file dsdata.txt to determine how the superseded data were derived.
 AH0684
 AH0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ998996(NAD 83)
 AH0684_MARKER: DB = BENCH MARK DISK
 AH0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0684_STAMPING: E 616 1942
 AH0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0684+STABILITY: SURFACE MOTION
 AH0684
 AH0684  HISTORY     - Date     Condition        Report By
 AH0684  HISTORY     - 1942     MONUMENTED       CGS
 AH0684  HISTORY     - 1975     GOOD             USGS
 AH0684
 AH0684                          STATION DESCRIPTION
 AH0684
 AH0684'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0684'4.8 MI S FROM FLAFURRIAS.
 AH0684'4.8 MILES SOUTH ALONG FARM AND MARKET ROAD 2191 FROM THE INTERSECTION
 AH0684'OF 2191 AND STATE HIGHWAY 285, THROUGH GATE INTO MARIPOSA RANCH, 5.7
 AH0684'MILES SOUTH ALONG PRIVATE PAVED ROAD, THEN EAST ALONG CALICHE ROAD FOR
 AH0684'1.9 MILE, TURN NORTH AND FOLLOW TRACK ROAD PAST TWO WINDMILLS FOR 2.8
 AH0684'MILES, BM IS 15 FT. EAST OF CENTER LINE OF ROAD.  A DISK SET IN A
 AH0684'CONCRETE POST 1.0 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1371 ***********************************************************************
 AE1371  DESIGNATION -  E 617
 AE1371  PID         -  AE1371
 AE1371  STATE/COUNTY-  TX/BROOKS
 AE1371  USGS QUAD   -  SAN TOMAS CAMP (1982)
 AE1371
 AE1371                         *CURRENT SURVEY CONTROL
 AE1371  ___________________________________________________________________
 AE1371* NAD 83(1986)-  26 55 18.     (N)    098 00 32.     (W)     SCALED    
 AE1371* NAVD 88     -        16.986  (meters)      55.73   (feet)  ADJUSTED  
 AE1371  ___________________________________________________________________
 AE1371  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AE1371  DYNAMIC HT  -          16.959 (meters)      55.64  (feet)  COMP
 AE1371  MODELED GRAV-     979,061.4   (mgal)                       NAVD 88
 AE1371
 AE1371  VERT ORDER  -  SECOND    CLASS 0
 AE1371
 AE1371.The horizontal coordinates were scaled from a topographic map and have
 AE1371.an estimated accuracy of +/- 6 seconds.
 AE1371
 AE1371.The orthometric height was determined by differential leveling
 AE1371.and adjusted by the National Geodetic Survey in June 1991..
 AE1371
 AE1371.The geoid height was determined by GEOID03.
 AE1371
 AE1371.The dynamic height is computed by dividing the NAVD 88
 AE1371.geopotential number by the normal gravity value computed on the
 AE1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1371.degrees latitude (g = 980.6199 gals.).
 AE1371
 AE1371.The modeled gravity was interpolated from observed gravity values.
 AE1371
 AE1371;                    North         East    Units  Estimated Accuracy
 AE1371;SPC TX S     - 5,139,140.      348,770.      MT  (+/- 180 meters Scaled)
 AE1371
 AE1371                          SUPERSEDED SURVEY CONTROL
 AE1371
 AE1371  NGVD 29 (??/??/92)   17.083  (m)           56.05   (f) ADJ UNCH    2 0
 AE1371
 AE1371.Superseded values are not recommended for survey control.
 AE1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1371.See file dsdata.txt to determine how the superseded data were derived.
 AE1371
 AE1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ984781(NAD 83)
 AE1371_MARKER: DB = BENCH MARK DISK
 AE1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1371_STAMPING: E 617 1942
 AE1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1371+STABILITY: SURFACE MOTION
 AE1371
 AE1371  HISTORY     - Date     Condition        Report By
 AE1371  HISTORY     - 1942     MONUMENTED       CGS
 AE1371
 AE1371                          STATION DESCRIPTION
 AE1371
 AE1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE1371'10.1 MI E FROM ENCINO.
 AE1371'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AE1371'U.S. HIGHWAY NO.281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AE1371'THENCE, GO 9.7 MILES EASTERLY ALONG RANCH ROAD TO THE SITE OF THE
 AE1371'BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE EAST OF CATTLE CORRALS AND
 AE1371'PUMP HOUSE ON THE KING RANCH, ABOUT 0.25 MILE SOUTH OF AN EAST-WEST
 AE1371'FENCE LINE, 6.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AE1371'OF THE ROAD AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE
 AE1371'MONUMENT PROJECTS 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1128 ***********************************************************************
 AB1128  DESIGNATION -  E 619
 AB1128  PID         -  AB1128
 AB1128  STATE/COUNTY-  TX/KENEDY
 AB1128  USGS QUAD   -  NORIAS (1982)
 AB1128
 AB1128                         *CURRENT SURVEY CONTROL
 AB1128  ___________________________________________________________________
 AB1128* NAD 83(1986)-  26 45 28.     (N)    097 52 25.     (W)     SCALED    
 AB1128* NAVD 88     -         9.865  (meters)      32.37   (feet)  ADJUSTED  
 AB1128  ___________________________________________________________________
 AB1128  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AB1128  DYNAMIC HT  -           9.849 (meters)      32.31  (feet)  COMP
 AB1128  MODELED GRAV-     979,060.1   (mgal)                       NAVD 88
 AB1128
 AB1128  VERT ORDER  -  SECOND    CLASS 0
 AB1128
 AB1128.The horizontal coordinates were scaled from a topographic map and have
 AB1128.an estimated accuracy of +/- 6 seconds.
 AB1128
 AB1128.The orthometric height was determined by differential leveling
 AB1128.and adjusted by the National Geodetic Survey in June 1991..
 AB1128
 AB1128.The geoid height was determined by GEOID03.
 AB1128
 AB1128.The dynamic height is computed by dividing the NAVD 88
 AB1128.geopotential number by the normal gravity value computed on the
 AB1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1128.degrees latitude (g = 980.6199 gals.).
 AB1128
 AB1128.The modeled gravity was interpolated from observed gravity values.
 AB1128
 AB1128;                    North         East    Units  Estimated Accuracy
 AB1128;SPC TX S     - 5,121,040.      362,300.      MT  (+/- 180 meters Scaled)
 AB1128
 AB1128                          SUPERSEDED SURVEY CONTROL
 AB1128
 AB1128  NGVD 29 (??/??/92)    9.956  (m)           32.66   (f) ADJ UNCH    2 0
 AB1128
 AB1128.Superseded values are not recommended for survey control.
 AB1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1128.See file dsdata.txt to determine how the superseded data were derived.
 AB1128
 AB1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ119601(NAD 83)
 AB1128_MARKER: DB = BENCH MARK DISK
 AB1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1128_STAMPING: E 619 1942
 AB1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1128+STABILITY: SURFACE MOTION
 AB1128
 AB1128  HISTORY     - Date     Condition        Report By
 AB1128  HISTORY     - 1942     MONUMENTED       CGS
 AB1128
 AB1128                          STATION DESCRIPTION
 AB1128
 AB1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1128'7.0 MI W FROM NORRIAS.
 AB1128'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1128'PROCEED 6.9 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1128'MARK.  BENCH MARK IS ABOUT 1.6 MILES WEST OF PROPERTY LINE FENCE,
 AB1128'ABOUT 0.4 MILE WEST OF A SMALL DRY LAKE AND IN SANTA FE RANCH PASTURE.
 AB1128'IT IS 18.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AB1128'THE ROAD AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST. THE
 AB1128'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1117 ***********************************************************************
 AB1117  DESIGNATION -  E 620
 AB1117  PID         -  AB1117
 AB1117  STATE/COUNTY-  TX/HIDALGO
 AB1117  USGS QUAD   -  JULIAN (1982)
 AB1117
 AB1117                         *CURRENT SURVEY CONTROL
 AB1117  ___________________________________________________________________
 AB1117* NAD 83(1986)-  26 46 01.     (N)    097 58 45.     (W)     SCALED    
 AB1117* NAVD 88     -        16.882  (meters)      55.39   (feet)  ADJUSTED  
 AB1117  ___________________________________________________________________
 AB1117  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AB1117  DYNAMIC HT  -          16.855 (meters)      55.30  (feet)  COMP
 AB1117  MODELED GRAV-     979,054.3   (mgal)                       NAVD 88
 AB1117
 AB1117  VERT ORDER  -  SECOND    CLASS 0
 AB1117
 AB1117.The horizontal coordinates were scaled from a topographic map and have
 AB1117.an estimated accuracy of +/- 6 seconds.
 AB1117
 AB1117.The orthometric height was determined by differential leveling
 AB1117.and adjusted by the National Geodetic Survey in June 1991..
 AB1117
 AB1117.The geoid height was determined by GEOID03.
 AB1117
 AB1117.The dynamic height is computed by dividing the NAVD 88
 AB1117.geopotential number by the normal gravity value computed on the
 AB1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1117.degrees latitude (g = 980.6199 gals.).
 AB1117
 AB1117.The modeled gravity was interpolated from observed gravity values.
 AB1117
 AB1117;                    North         East    Units  Estimated Accuracy
 AB1117;SPC TX S     - 5,122,010.      351,800.      MT  (+/- 180 meters Scaled)
 AB1117
 AB1117                          SUPERSEDED SURVEY CONTROL
 AB1117
 AB1117  NGVD 29 (??/??/92)   16.979  (m)           55.71   (f) ADJ UNCH    2 0
 AB1117
 AB1117.Superseded values are not recommended for survey control.
 AB1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1117.See file dsdata.txt to determine how the superseded data were derived.
 AB1117
 AB1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ014610(NAD 83)
 AB1117_MARKER: DB = BENCH MARK DISK
 AB1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1117_STAMPING: E 620 1942
 AB1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1117+STABILITY: SURFACE MOTION
 AB1117
 AB1117  HISTORY     - Date     Condition        Report By
 AB1117  HISTORY     - 1942     MONUMENTED       CGS
 AB1117
 AB1117                          STATION DESCRIPTION
 AB1117
 AB1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1117'22.8 MI SE FROM ENCINO.
 AB1117'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AB1117'U.S. HIGHWAY NO.281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AB1117'THENCE, GO 9.7 MILES EASTERLY ALONG RANCH ROAD TO INTERSECTION OF
 AB1117'RANCH ROAD LEADING SOUTH.  THENCE, GO 12.7 MILES SOUTHERLY ALONG RANCH
 AB1117'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 3.0 MILES
 AB1117'NORTH OF SANTA FE SCHOOL, 7.0 FEET EAST OF AND ABOUT THE SAME
 AB1117'ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 15.0 FEET WEST OF A
 AB1117'LARGE MESQUITE TREE AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AB1117'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0353 ***********************************************************************
 AJ0353  DESIGNATION -  E 621
 AJ0353  PID         -  AJ0353
 AJ0353  STATE/COUNTY-  TX/DUVAL
 AJ0353  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0353
 AJ0353                         *CURRENT SURVEY CONTROL
 AJ0353  ___________________________________________________________________
 AJ0353* NAD 83(1986)-  27 20 06.     (N)    098 16 22.     (W)     SCALED    
 AJ0353* NAVD 88     -        67.708  (meters)     222.14   (feet)  ADJUSTED  
 AJ0353  ___________________________________________________________________
 AJ0353  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AJ0353  DYNAMIC HT  -          67.601 (meters)     221.79  (feet)  COMP
 AJ0353  MODELED GRAV-     979,068.2   (mgal)                       NAVD 88
 AJ0353
 AJ0353  VERT ORDER  -  SECOND    CLASS 0
 AJ0353
 AJ0353.The horizontal coordinates were scaled from a topographic map and have
 AJ0353.an estimated accuracy of +/- 6 seconds.
 AJ0353
 AJ0353.The orthometric height was determined by differential leveling
 AJ0353.and adjusted by the National Geodetic Survey in June 1991..
 AJ0353
 AJ0353.The geoid height was determined by GEOID03.
 AJ0353
 AJ0353.The dynamic height is computed by dividing the NAVD 88
 AJ0353.geopotential number by the normal gravity value computed on the
 AJ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0353.degrees latitude (g = 980.6199 gals.).
 AJ0353
 AJ0353.The modeled gravity was interpolated from observed gravity values.
 AJ0353
 AJ0353;                    North         East    Units  Estimated Accuracy
 AJ0353;SPC TX S     - 5,184,860.      322,480.      MT  (+/- 180 meters Scaled)
 AJ0353
 AJ0353                          SUPERSEDED SURVEY CONTROL
 AJ0353
 AJ0353  NGVD 29 (??/??/92)   67.80   (m)          222.4    (f) COMPUTED    2 0
 AJ0353
 AJ0353.Superseded values are not recommended for survey control.
 AJ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0353.See file dsdata.txt to determine how the superseded data were derived.
 AJ0353
 AJ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR719237(NAD 83)
 AJ0353_MARKER: DB = BENCH MARK DISK
 AJ0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0353_STAMPING: E 621 1942
 AJ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0353+STABILITY: SURFACE MOTION
 AJ0353
 AJ0353  HISTORY     - Date     Condition        Report By
 AJ0353  HISTORY     - 1942     MONUMENTED       CGS
 AJ0353
 AJ0353                          STATION DESCRIPTION
 AJ0353
 AJ0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0353'15.5 MI SW FROM PREMONT.
 AJ0353'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0353'PROCEED 0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0353'INTERSECTION OF TRACK ROAD LEADING WESTERLY.  THENCE, GO 11.0 MILES
 AJ0353'WESTERLY ALONG THE TRACK ROAD TO INTERSECTION OF CROSSROAD.  THENCE,
 AJ0353'GO 4.0 MILES SOUTHERLY ALONG ROAD TOWARDS COPITA AND THE SITE OF THE
 AJ0353'BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE SOUTH OF A SHARP CURVE, 6.0
 AJ0353'FEET SOUTH OF A FENCE CORNER AND GATE POST AND 28.0 FEET EAST OF THE
 AJ0353'CENTERLINE OF THE ROAD.  IT IS 3.0 FEET NORTH OF A 4X4-INCH WOODEN
 AJ0353'MARKER POST AND 1.0 FOOT EAST OF FENCE.  THE MONUMENT PROJECTS 0.3
 AJ0353'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0377 ***********************************************************************
 AJ0377  DESIGNATION -  E 622
 AJ0377  PID         -  AJ0377
 AJ0377  STATE/COUNTY-  TX/DUVAL
 AJ0377  USGS QUAD   -  RAMIREZ (1969)
 AJ0377
 AJ0377                         *CURRENT SURVEY CONTROL
 AJ0377  ___________________________________________________________________
 AJ0377* NAD 83(1986)-  27 21 57.     (N)    098 24 40.     (W)     SCALED    
 AJ0377* NAVD 88     -       108.244  (meters)     355.13   (feet)  ADJUSTED  
 AJ0377  ___________________________________________________________________
 AJ0377  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AJ0377  DYNAMIC HT  -         108.073 (meters)     354.57  (feet)  COMP
 AJ0377  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 AJ0377
 AJ0377  VERT ORDER  -  SECOND    CLASS 0
 AJ0377
 AJ0377.The horizontal coordinates were scaled from a topographic map and have
 AJ0377.an estimated accuracy of +/- 6 seconds.
 AJ0377
 AJ0377.The orthometric height was determined by differential leveling
 AJ0377.and adjusted by the National Geodetic Survey in June 1991..
 AJ0377
 AJ0377.The geoid height was determined by GEOID03.
 AJ0377
 AJ0377.The dynamic height is computed by dividing the NAVD 88
 AJ0377.geopotential number by the normal gravity value computed on the
 AJ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0377.degrees latitude (g = 980.6199 gals.).
 AJ0377
 AJ0377.The modeled gravity was interpolated from observed gravity values.
 AJ0377
 AJ0377;                    North         East    Units  Estimated Accuracy
 AJ0377;SPC TX S     - 5,188,260.      308,790.      MT  (+/- 180 meters Scaled)
 AJ0377
 AJ0377                          SUPERSEDED SURVEY CONTROL
 AJ0377
 AJ0377  NGVD 29 (??/??/92)  108.36   (m)          355.5    (f) COMPUTED    2 0
 AJ0377
 AJ0377.Superseded values are not recommended for survey control.
 AJ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0377.See file dsdata.txt to determine how the superseded data were derived.
 AJ0377
 AJ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR582270(NAD 83)
 AJ0377_MARKER: DB = BENCH MARK DISK
 AJ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0377_STAMPING: E 622 1942
 AJ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0377+STABILITY: SURFACE MOTION
 AJ0377
 AJ0377  HISTORY     - Date     Condition        Report By
 AJ0377  HISTORY     - 1942     MONUMENTED       CGS
 AJ0377  HISTORY     - 1969     MARK NOT FOUND   USGS
 AJ0377
 AJ0377                          STATION DESCRIPTION
 AJ0377
 AJ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0377'18.8 MI S FROM BENAVIDES.
 AJ0377'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AJ0377'BENAVIDES-- PROCEED 11.6 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339
 AJ0377'TO CURVE.  THENCE, GO 0.5 MILEWEST ALONG DIRT ROAD TO CURVE.  THENCE,
 AJ0377'GO 6.7 MILES SOUTHERLY ALONG THE ROAD TO THE SITE OF THE BENCH MARK.
 AJ0377'BENCH MARK IS ABOUT 80.0 FEET EAST OF A SMALL HOUSE, 18.0 FEET WEST OF
 AJ0377'THE CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AJ0377'POST AND 1.0 FOOT WEST OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0377
 AJ0377                          STATION RECOVERY (1969)
 AJ0377
 AJ0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AJ0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0389 ***********************************************************************
 AJ0389  DESIGNATION -  E 623
 AJ0389  PID         -  AJ0389
 AJ0389  STATE/COUNTY-  TX/DUVAL
 AJ0389  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0389
 AJ0389                         *CURRENT SURVEY CONTROL
 AJ0389  ___________________________________________________________________
 AJ0389* NAD 83(1986)-  27 24 42.     (N)    098 25 48.     (W)     SCALED    
 AJ0389* NAVD 88     -       110.949  (meters)     364.01   (feet)  ADJUSTED  
 AJ0389  ___________________________________________________________________
 AJ0389  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AJ0389  DYNAMIC HT  -         110.774 (meters)     363.43  (feet)  COMP
 AJ0389  MODELED GRAV-     979,067.0   (mgal)                       NAVD 88
 AJ0389
 AJ0389  VERT ORDER  -  SECOND    CLASS 0
 AJ0389
 AJ0389.The horizontal coordinates were scaled from a topographic map and have
 AJ0389.an estimated accuracy of +/- 6 seconds.
 AJ0389
 AJ0389.The orthometric height was determined by differential leveling
 AJ0389.and adjusted by the National Geodetic Survey in June 1991..
 AJ0389
 AJ0389.The geoid height was determined by GEOID03.
 AJ0389
 AJ0389.The dynamic height is computed by dividing the NAVD 88
 AJ0389.geopotential number by the normal gravity value computed on the
 AJ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0389.degrees latitude (g = 980.6199 gals.).
 AJ0389
 AJ0389.The modeled gravity was interpolated from observed gravity values.
 AJ0389
 AJ0389;                    North         East    Units  Estimated Accuracy
 AJ0389;SPC TX S     - 5,193,340.      306,920.      MT  (+/- 180 meters Scaled)
 AJ0389
 AJ0389                          SUPERSEDED SURVEY CONTROL
 AJ0389
 AJ0389  NGVD 29 (??/??/92)  111.02   (m)          364.2    (f) COMPUTED    2 0
 AJ0389
 AJ0389.Superseded values are not recommended for survey control.
 AJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0389.See file dsdata.txt to determine how the superseded data were derived.
 AJ0389
 AJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR563321(NAD 83)
 AJ0389_MARKER: DB = BENCH MARK DISK
 AJ0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0389_STAMPING: E 623 1942
 AJ0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0389+STABILITY: SURFACE MOTION
 AJ0389
 AJ0389  HISTORY     - Date     Condition        Report By
 AJ0389  HISTORY     - 1942     MONUMENTED       CGS
 AJ0389  HISTORY     - 1967     GOOD             USGS
 AJ0389
 AJ0389                          STATION DESCRIPTION
 AJ0389
 AJ0389'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AJ0389'5.5 MI W FROM CONCEPCION.
 AJ0389'3 MILES WEST OF CONCEPCION, INTERSECTION 716 AND 339 HIGHWAYS GO WEST
 AJ0389'ON HIGHWAY 716 2.6 MILES AT T ROAD, TURN RIGHT ON TRACK ROAD 0.1 MILES
 AJ0389'TO CRUVE, THE STATION IS ABOUT 27 FEET EAST OF POWER POLE AND 1.0 FOOT
 AJ0389'SOUTH OF FENCE AND UNDER GROUND ABOUT 1.0 FOOT, A STANDARD DISK, SET
 AJ0389'IN TOP OF A CONCRETE POST AND STAMPED E 623 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0419 ***********************************************************************
 AJ0419  DESIGNATION -  E 625
 AJ0419  PID         -  AJ0419
 AJ0419  STATE/COUNTY-  TX/BROOKS
 AJ0419  USGS QUAD   -  PALOMAS RANCH (1968)
 AJ0419
 AJ0419                         *CURRENT SURVEY CONTROL
 AJ0419  ___________________________________________________________________
 AJ0419* NAD 83(1986)-  27 09 11.     (N)    098 18 05.     (W)     SCALED    
 AJ0419* NAVD 88     -        64.253  (meters)     210.80   (feet)  ADJUSTED  
 AJ0419  ___________________________________________________________________
 AJ0419  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AJ0419  DYNAMIC HT  -          64.151 (meters)     210.47  (feet)  COMP
 AJ0419  MODELED GRAV-     979,055.1   (mgal)                       NAVD 88
 AJ0419
 AJ0419  VERT ORDER  -  SECOND    CLASS 0
 AJ0419
 AJ0419.The horizontal coordinates were scaled from a topographic map and have
 AJ0419.an estimated accuracy of +/- 6 seconds.
 AJ0419
 AJ0419.The orthometric height was determined by differential leveling
 AJ0419.and adjusted by the National Geodetic Survey in June 1991..
 AJ0419
 AJ0419.The geoid height was determined by GEOID03.
 AJ0419
 AJ0419.The dynamic height is computed by dividing the NAVD 88
 AJ0419.geopotential number by the normal gravity value computed on the
 AJ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0419.degrees latitude (g = 980.6199 gals.).
 AJ0419
 AJ0419.The modeled gravity was interpolated from observed gravity values.
 AJ0419
 AJ0419;                    North         East    Units  Estimated Accuracy
 AJ0419;SPC TX S     - 5,164,700.      319,680.      MT  (+/- 180 meters Scaled)
 AJ0419
 AJ0419                          SUPERSEDED SURVEY CONTROL
 AJ0419
 AJ0419  NGVD 29 (??/??/92)   64.336  (m)          211.08   (f) ADJ UNCH    2 0
 AJ0419
 AJ0419.Superseded values are not recommended for survey control.
 AJ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0419.See file dsdata.txt to determine how the superseded data were derived.
 AJ0419
 AJ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR692035(NAD 83)
 AJ0419_MARKER: DB = BENCH MARK DISK
 AJ0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0419_STAMPING: E 625 1942
 AJ0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0419+STABILITY: SURFACE MOTION
 AJ0419
 AJ0419  HISTORY     - Date     Condition        Report By
 AJ0419  HISTORY     - 1942     MONUMENTED       CGS
 AJ0419  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0419
 AJ0419                          STATION DESCRIPTION
 AJ0419
 AJ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0419'13.0 MI SW FROM FALFURRIAS.
 AJ0419'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 0.4 MILE
 AJ0419'SOUTH ALONG STATE HIGHWAY NO. 281 TO THE INTERSECTION OF ROAD LEADING
 AJ0419'WEST.  THENCE, GO 2.6 MILES SOUTHWESTERLY ALONG ROAD TO THE
 AJ0419'INTERSECTION OF EAST-WEST ROAD.  THENCE, GO 10.0 MILES WESTERLY ALONG
 AJ0419'ROAD LEADING WEST TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AJ0419'0.1 MILE WEST OF A RANCH HOUSE, 30.0 FEET SOUTH OF AND ABOUT THE SAME
 AJ0419'ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET EAST OF A
 AJ0419'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
 AJ0419
 AJ0419                          STATION RECOVERY (1968)
 AJ0419
 AJ0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0516 ***********************************************************************
 AJ0516  DESIGNATION -  E 626
 AJ0516  PID         -  AJ0516
 AJ0516  STATE/COUNTY-  TX/JIM HOGG
 AJ0516  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0516
 AJ0516                         *CURRENT SURVEY CONTROL
 AJ0516  ___________________________________________________________________
 AJ0516* NAD 83(1986)-  27 11 24.     (N)    098 33 31.     (W)     SCALED    
 AJ0516* NAVD 88     -       132.947  (meters)     436.18   (feet)  ADJUSTED  
 AJ0516  ___________________________________________________________________
 AJ0516  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AJ0516  DYNAMIC HT  -         132.734 (meters)     435.48  (feet)  COMP
 AJ0516  MODELED GRAV-     979,047.7   (mgal)                       NAVD 88
 AJ0516
 AJ0516  VERT ORDER  -  SECOND    CLASS 0
 AJ0516
 AJ0516.The horizontal coordinates were scaled from a topographic map and have
 AJ0516.an estimated accuracy of +/- 6 seconds.
 AJ0516
 AJ0516.The orthometric height was determined by differential leveling
 AJ0516.and adjusted by the National Geodetic Survey in June 1991..
 AJ0516
 AJ0516.The geoid height was determined by GEOID03.
 AJ0516
 AJ0516.The dynamic height is computed by dividing the NAVD 88
 AJ0516.geopotential number by the normal gravity value computed on the
 AJ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0516.degrees latitude (g = 980.6199 gals.).
 AJ0516
 AJ0516.The modeled gravity was interpolated from observed gravity values.
 AJ0516
 AJ0516;                    North         East    Units  Estimated Accuracy
 AJ0516;SPC TX S     - 5,168,770.      294,190.      MT  (+/- 180 meters Scaled)
 AJ0516
 AJ0516                          SUPERSEDED SURVEY CONTROL
 AJ0516
 AJ0516  NGVD 29 (??/??/92)  132.995  (m)          436.33   (f) ADJ UNCH    2 0
 AJ0516
 AJ0516.Superseded values are not recommended for survey control.
 AJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0516.See file dsdata.txt to determine how the superseded data were derived.
 AJ0516
 AJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR437075(NAD 83)
 AJ0516_MARKER: DB = BENCH MARK DISK
 AJ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0516_STAMPING: E 626 1942
 AJ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0516+STABILITY: SURFACE MOTION
 AJ0516
 AJ0516  HISTORY     - Date     Condition        Report By
 AJ0516  HISTORY     - 1942     MONUMENTED       CGS
 AJ0516  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0516
 AJ0516                          STATION DESCRIPTION
 AJ0516
 AJ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0516'13.7 MI SE FROM HEBBRONVILLE.
 AJ0516'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0516'PROCEED 9.2 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTA VISTA TO
 AJ0516'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 4.5 MILES EASTERLY
 AJ0516'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.2
 AJ0516'MILE WEST OF GATE ACROSS THE ROAD, ABOUT 88.0 FEET NORTH OF FENCE,
 AJ0516'15.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD
 AJ0516'AND 2.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AJ0516'PROJECTS 0.4 FOOT.
 AJ0516
 AJ0516                          STATION RECOVERY (1972)
 AJ0516
 AJ0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0443 ***********************************************************************
 AJ0443  DESIGNATION -  E 627
 AJ0443  PID         -  AJ0443
 AJ0443  STATE/COUNTY-  TX/BROOKS
 AJ0443  USGS QUAD   -  PALOMAS RANCH SE (1968)
 AJ0443
 AJ0443                         *CURRENT SURVEY CONTROL
 AJ0443  ___________________________________________________________________
 AJ0443* NAD 83(1986)-  27 05 15.     (N)    098 18 49.     (W)     SCALED    
 AJ0443* NAVD 88     -        68.436  (meters)     224.53   (feet)  ADJUSTED  
 AJ0443  ___________________________________________________________________
 AJ0443  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AJ0443  DYNAMIC HT  -          68.327 (meters)     224.17  (feet)  COMP
 AJ0443  MODELED GRAV-     979,048.9   (mgal)                       NAVD 88
 AJ0443
 AJ0443  VERT ORDER  -  SECOND    CLASS 0
 AJ0443
 AJ0443.The horizontal coordinates were scaled from a topographic map and have
 AJ0443.an estimated accuracy of +/- 6 seconds.
 AJ0443
 AJ0443.The orthometric height was determined by differential leveling
 AJ0443.and adjusted by the National Geodetic Survey in June 1991..
 AJ0443
 AJ0443.The geoid height was determined by GEOID03.
 AJ0443
 AJ0443.The dynamic height is computed by dividing the NAVD 88
 AJ0443.geopotential number by the normal gravity value computed on the
 AJ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0443.degrees latitude (g = 980.6199 gals.).
 AJ0443
 AJ0443.The modeled gravity was interpolated from observed gravity values.
 AJ0443
 AJ0443;                    North         East    Units  Estimated Accuracy
 AJ0443;SPC TX S     - 5,157,430.      318,480.      MT  (+/- 180 meters Scaled)
 AJ0443
 AJ0443                          SUPERSEDED SURVEY CONTROL
 AJ0443
 AJ0443  NGVD 29 (??/??/92)   68.512  (m)          224.78   (f) ADJ UNCH    2 0
 AJ0443
 AJ0443.Superseded values are not recommended for survey control.
 AJ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0443.See file dsdata.txt to determine how the superseded data were derived.
 AJ0443
 AJ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ680963(NAD 83)
 AJ0443_MARKER: DB = BENCH MARK DISK
 AJ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0443_STAMPING: E 627 1942
 AJ0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0443+STABILITY: SURFACE MOTION
 AJ0443
 AJ0443  HISTORY     - Date     Condition        Report By
 AJ0443  HISTORY     - 1942     MONUMENTED       CGS
 AJ0443  HISTORY     - 1968     GOOD             USGS
 AJ0443
 AJ0443                          STATION DESCRIPTION
 AJ0443
 AJ0443'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0443'13.0 MI SW FROM FALFURRIAS.
 AJ0443'ABOUT 13 MILE DUE SOUTHWEST OF FALFURRIAS, BROOKS COUNTY.  THIS BENCH
 AJ0443'MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY GOING 2.5 MILES
 AJ0443'SOUTH ALONG U.S. HIGHWAY 281, THENCE WEST ON THE BALUARTE CREEK ROAD
 AJ0443'ABOUT 8 MILES TO PAVED ROAD SOUTH, THENCE SOUTH AND WEST ABOUT 5.6
 AJ0443'MILES TO END OF PAVEMENT AND GATE TO JACK CASEY RANCH, THENCE 2.1
 AJ0443'MILES SOUTHWEST AND SOUTH ALONG RANCH ROAD TO WINDMILL (400 FT. WEST
 AJ0443'OF ROAD) THENCE WEST ALONG ROAD PAST WINDMILL THROUGH CORRAL AROUND
 AJ0443'SOUTH SIDE OF CALICHE PIT FOR ABOUT 0.35 MILE POST THE WINDMILL,
 AJ0443'THENCE CROSS COUNTRY DUE SOUTH TO EAST WEST PROPERTY FENCE.  THE BM IS
 AJ0443'ABOUT 300 FEET SOUTH OF THE FENCE AT THE EAST SIDE OF A FAIRLY CLEAR
 AJ0443'AREA.  A STANDARD DISK, STAMPED E 627 1942 AND SET IN THE TOP OF A
 AJ0443'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0129 ***********************************************************************
 AE0129  DESIGNATION -  E 628
 AE0129  PID         -  AE0129
 AE0129  STATE/COUNTY-  TX/BROOKS
 AE0129  USGS QUAD   -  TACUBAYA (1993)
 AE0129
 AE0129                         *CURRENT SURVEY CONTROL
 AE0129  ___________________________________________________________________
 AE0129* NAD 83(1986)-  26 54 50.     (N)    098 15 14.     (W)     SCALED    
 AE0129* NAVD 88     -        75.595  (meters)     248.01   (feet)  ADJUSTED  
 AE0129  ___________________________________________________________________
 AE0129  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AE0129  DYNAMIC HT  -          75.474 (meters)     247.62  (feet)  COMP
 AE0129  MODELED GRAV-     979,038.3   (mgal)                       NAVD 88
 AE0129
 AE0129  VERT ORDER  -  SECOND    CLASS 0
 AE0129
 AE0129.The horizontal coordinates were scaled from a topographic map and have
 AE0129.an estimated accuracy of +/- 6 seconds.
 AE0129
 AE0129.The orthometric height was determined by differential leveling
 AE0129.and adjusted by the National Geodetic Survey in June 1991..
 AE0129
 AE0129.The geoid height was determined by GEOID03.
 AE0129
 AE0129.The dynamic height is computed by dividing the NAVD 88
 AE0129.geopotential number by the normal gravity value computed on the
 AE0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0129.degrees latitude (g = 980.6199 gals.).
 AE0129
 AE0129.The modeled gravity was interpolated from observed gravity values.
 AE0129
 AE0129;                    North         East    Units  Estimated Accuracy
 AE0129;SPC TX S     - 5,138,210.      324,440.      MT  (+/- 180 meters Scaled)
 AE0129
 AE0129                          SUPERSEDED SURVEY CONTROL
 AE0129
 AE0129  NGVD 29 (??/??/92)   75.665  (m)          248.24   (f) ADJ UNCH    2 0
 AE0129
 AE0129.Superseded values are not recommended for survey control.
 AE0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0129.See file dsdata.txt to determine how the superseded data were derived.
 AE0129
 AE0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ740771(NAD 83)
 AE0129_MARKER: DB = BENCH MARK DISK
 AE0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0129_STAMPING: E 628 1942
 AE0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0129+STABILITY: SURFACE MOTION
 AE0129
 AE0129  HISTORY     - Date     Condition        Report By
 AE0129  HISTORY     - 1942     MONUMENTED       CGS
 AE0129
 AE0129                          STATION DESCRIPTION
 AE0129
 AE0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0129'8.0 MI W FROM RACHAL.
 AE0129'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0129'PROCEED 8.0 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0129'MARK.  BENCH MARK IS ABOUT 100.0 FEET EAST OF A FARM HOUSE ON THE WEST
 AE0129'SIDE OF THE ROAD, 28.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS
 AE0129'THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET SOUTH OF A 4X4-INCH WOODEN
 AE0129'MARKER POST AND 1.0 FOOT WEST OF FENCE.  THE MONUMENT PROJECTS 0.5
 AE0129'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0051 ***********************************************************************
 AE0051  DESIGNATION -  E 630 RESET
 AE0051  PID         -  AE0051
 AE0051  STATE/COUNTY-  TX/HIDALGO
 AE0051  USGS QUAD   -  LA REFORMA (1993)
 AE0051
 AE0051                         *CURRENT SURVEY CONTROL
 AE0051  ___________________________________________________________________
 AE0051* NAD 83(1986)-  26 39 03.     (N)    098 21 18.     (W)     SCALED    
 AE0051* NAVD 88     -        67.77   (meters)     222.3    (feet)  RESET     
 AE0051  ___________________________________________________________________
 AE0051  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AE0051
 AE0051  VERT ORDER  -  THIRD
 AE0051
 AE0051.The horizontal coordinates were scaled from a topographic map and have
 AE0051.an estimated accuracy of +/- 6 seconds.
 AE0051
 AE0051.The orthometric height was computed from unverified reset data.
 AE0051
 AE0051.The geoid height was determined by GEOID03.
 AE0051
 AE0051;                    North         East    Units  Estimated Accuracy
 AE0051;SPC TX S     - 5,109,050.      314,440.      MT  (+/- 180 meters Scaled)
 AE0051
 AE0051                          SUPERSEDED SURVEY CONTROL
 AE0051
 AE0051.No superseded survey control is available for this station.
 AE0051
 AE0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ641479(NAD 83)
 AE0051_MARKER: DB = BENCH MARK DISK
 AE0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0051_STAMPING: E 630 RESET 1951
 AE0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0051+STABILITY: SURFACE MOTION
 AE0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE0051+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002
 AE0051
 AE0051  HISTORY     - Date     Condition        Report By
 AE0051  HISTORY     - 1951     MONUMENTED       CGS
 AE0051  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0051  HISTORY     - 20021202 GOOD             INDIV
 AE0051
 AE0051                          STATION DESCRIPTION
 AE0051
 AE0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AE0051'0.5 MI W FROM PUERTO RICO.
 AE0051'IN HIDALGO COUNTY 15.8 MILES WEST ALONG FARM ROAD 1017 FROM THE S.
 AE0051'PACIFIC R.R. STATION AT LINN.  AT THE JUNCTION OF FARM ROAD 681.  ON
 AE0051'THE WEST EDGE OF 1017 AND 1.0 FOOT SOUTH OF THE FENCE LINE.  18 FEET
 AE0051'WEST OF THE HIGH TENSION POLES (ON RANGE) EXTENDING ALONG THE EAST
 AE0051'SIDE OF ROAD 681.  A STANDARD DISK STAMPED E 630 RESET 1951 SET IN A
 AE0051'CONCRETE POST 6 IN. SQUARE EXTENDING 1.2 FT. ABOVE GROUND.  NOTE--
 AE0051'UPPER PART HAS BEEN CAPPED.  I TALKED WITH THE TEXAS STATE HIGHWAY
 AE0051'ENGINEER WHO RESET THIS MARK AND HE TOLD ME THE MONUMENT HAD BEEN
 AE0051'BROKEN OFF BUT HE HAD RESET IT TO WITHIN A THOUSANTH.  THIS ELEVATION
 AE0051'SHOULD BE USED WITH CAUTION UNTIL CHECKED BY ONE OF OUR PARTIES.
 AE0051
 AE0051                          STATION RECOVERY (1992)
 AE0051
 AE0051'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0051'MARK NOT FOUND.
 AE0051
 AE0051                          STATION RECOVERY (2002)
 AE0051
 AE0051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRP)
 AE0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4453 ***********************************************************************
 AW4453  DESIGNATION -  E 631
 AW4453  PID         -  AW4453
 AW4453  STATE/COUNTY-  TX/MATAGORDA
 AW4453  USGS QUAD   -  VAN VLECK (1980)
 AW4453
 AW4453                         *CURRENT SURVEY CONTROL
 AW4453  ___________________________________________________________________
 AW4453* NAD 83(1986)-  29 02 31.     (N)    095 57 41.     (W)     SCALED    
 AW4453* NAVD 88     -        17.68   (+/-2cm)      58.0    (feet)  VERTCON   
 AW4453  ___________________________________________________________________
 AW4453  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW4453
 AW4453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4453
 AW4453.The horizontal coordinates were scaled from a topographic map and have
 AW4453.an estimated accuracy of +/- 6 seconds.
 AW4453
 AW4453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4453.The vertical order pertains to the NGVD 29 superseded value.
 AW4453
 AW4453.The geoid height was determined by GEOID03.
 AW4453
 AW4453;                    North         East    Units  Estimated Accuracy
 AW4453;SPC TXSC     - 4,137,790.      895,890.      MT  (+/- 180 meters Scaled)
 AW4453
 AW4453                          SUPERSEDED SURVEY CONTROL
 AW4453
 AW4453  NGVD 29 (??/??/92)   17.70   (m)           58.1    (f) COMPUTED    2 0
 AW4453
 AW4453.Superseded values are not recommended for survey control.
 AW4453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4453.See file dsdata.txt to determine how the superseded data were derived.
 AW4453
 AW4453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN116162(NAD 83)
 AW4453_MARKER: DB = BENCH MARK DISK
 AW4453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4453_SP_SET: FOOTING
 AW4453_STAMPING: E 631 1942
 AW4453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4453
 AW4453  HISTORY     - Date     Condition        Report By
 AW4453  HISTORY     - 1942     MONUMENTED       CGS
 AW4453
 AW4453                          STATION DESCRIPTION
 AW4453
 AW4453'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4453'4.3 MI N FROM BAY CITY.
 AW4453'TO REACH FROM THE SANTA FE RAILROAD STATION AT BAY CITY.  PROCEED 4.3
 AW4453'MILES NORTHERLY ALONG SANTA FE RAILROAD TRACKS TO SITE OF BENCH MARK.
 AW4453'BENCH MARK IS 16 POLES NORTH OF MILE POLE 65, 0.1 MILE NORTHEAST OF
 AW4453'CENTERLINE OF RAILROAD TRACK, 18 FEET WEST OF OIL WELL CHRISTMAS TREE,
 AW4453'AND IS SET HORIZONTALLY IN TOP OF WEST CONCRETE DERRICK FOOTING OF
 AW4453'SKELLY OIL WELL NO. 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0444 ***********************************************************************
 AH0444  DESIGNATION -  E 632
 AH0444  PID         -  AH0444
 AH0444  STATE/COUNTY-  TX/NUECES
 AH0444  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0444
 AH0444                         *CURRENT SURVEY CONTROL
 AH0444  ___________________________________________________________________
 AH0444* NAD 83(1986)-  27 35 24.     (N)    097 22 58.     (W)     SCALED    
 AH0444* NAVD 88     -         5.796  (meters)      19.02   (feet)  ADJUSTED  
 AH0444  ___________________________________________________________________
 AH0444  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH0444  DYNAMIC HT  -           5.787 (meters)      18.99  (feet)  COMP
 AH0444  MODELED GRAV-     979,121.1   (mgal)                       NAVD 88
 AH0444
 AH0444  VERT ORDER  -  SECOND    CLASS 0
 AH0444
 AH0444.The horizontal coordinates were scaled from a topographic map and have
 AH0444.an estimated accuracy of +/- 6 seconds.
 AH0444
 AH0444.The orthometric height was determined by differential leveling
 AH0444.and adjusted by the National Geodetic Survey in June 1991..
 AH0444
 AH0444.The geoid height was determined by GEOID03.
 AH0444
 AH0444.The dynamic height is computed by dividing the NAVD 88
 AH0444.geopotential number by the normal gravity value computed on the
 AH0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0444.degrees latitude (g = 980.6199 gals.).
 AH0444
 AH0444.The modeled gravity was interpolated from observed gravity values.
 AH0444
 AH0444;                    North         East    Units  Estimated Accuracy
 AH0444;SPC TX S     - 5,213,580.      410,300.      MT  (+/- 180 meters Scaled)
 AH0444
 AH0444                          SUPERSEDED SURVEY CONTROL
 AH0444
 AH0444  NGVD 29 (??/??/92)    5.939  (m)           19.48   (f) ADJ UNCH    2 0
 AH0444
 AH0444.Superseded values are not recommended for survey control.
 AH0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0444.See file dsdata.txt to determine how the superseded data were derived.
 AH0444
 AH0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR596528(NAD 83)
 AH0444_MARKER: DB = BENCH MARK DISK
 AH0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0444_STAMPING: E 632 1942
 AH0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0444+STABILITY: SURFACE MOTION
 AH0444
 AH0444  HISTORY     - Date     Condition        Report By
 AH0444  HISTORY     - 1942     MONUMENTED       CGS
 AH0444  HISTORY     - 1949     GOOD             NGS
 AH0444
 AH0444                          STATION DESCRIPTION
 AH0444
 AH0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0444'4.5 MI E FROM CHAPMAN RANCH.
 AH0444'4.5 MILES EAST ALONG CHAPMAN RANCH ROAD FROM CHAPMAN RANCH
 AH0444'HEADQUARTERS, NUECES COUNTY, 0.8 MILE EAST OF DEUTCHES WINDMILL, ON
 AH0444'THE LAURELES DIVISION OF THE KING RANCH, 460 FEET NORTH OF THE CENTER
 AH0444'LINE OF THE ROAD, 325 FEET WEST OF A DITCH DRAINING FROM A POND ON THE
 AH0444'NORTH, ON A SMALL SAND DUNE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 AH0444'POST.  A STANDARD DISK, STAMPED E 632 1942 AND SET IN THE TOP OF AN
 AH0444'8-INCH SQUARE CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0825 ***********************************************************************
 AH0825  DESIGNATION -  E 633
 AH0825  PID         -  AH0825
 AH0825  STATE/COUNTY-  TX/NUECES
 AH0825  USGS QUAD   -  PETRONILA NE (1975)
 AH0825
 AH0825                         *CURRENT SURVEY CONTROL
 AH0825  ___________________________________________________________________
 AH0825* NAD 83(1986)-  27 41 16.     (N)    097 31 11.     (W)     SCALED    
 AH0825* NAVD 88     -        11.697  (meters)      38.38   (feet)  ADJUSTED  
 AH0825  ___________________________________________________________________
 AH0825  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AH0825  DYNAMIC HT  -          11.679 (meters)      38.32  (feet)  COMP
 AH0825  MODELED GRAV-     979,119.9   (mgal)                       NAVD 88
 AH0825
 AH0825  VERT ORDER  -  SECOND    CLASS 0
 AH0825
 AH0825.The horizontal coordinates were scaled from a topographic map and have
 AH0825.an estimated accuracy of +/- 6 seconds.
 AH0825
 AH0825.The orthometric height was determined by differential leveling
 AH0825.and adjusted by the National Geodetic Survey in June 1991..
 AH0825
 AH0825.The geoid height was determined by GEOID03.
 AH0825
 AH0825.The dynamic height is computed by dividing the NAVD 88
 AH0825.geopotential number by the normal gravity value computed on the
 AH0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0825.degrees latitude (g = 980.6199 gals.).
 AH0825
 AH0825.The modeled gravity was interpolated from observed gravity values.
 AH0825
 AH0825;                    North         East    Units  Estimated Accuracy
 AH0825;SPC TX S     - 5,224,300.      396,690.      MT  (+/- 180 meters Scaled)
 AH0825
 AH0825                          SUPERSEDED SURVEY CONTROL
 AH0825
 AH0825  NGVD 29 (??/??/92)   11.857  (m)           38.90   (f) ADJ UNCH    2 0
 AH0825
 AH0825.Superseded values are not recommended for survey control.
 AH0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0825.See file dsdata.txt to determine how the superseded data were derived.
 AH0825
 AH0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR459634(NAD 83)
 AH0825_MARKER: DB = BENCH MARK DISK
 AH0825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0825_SP_SET: CULVERT
 AH0825_STAMPING: E 633 1942
 AH0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0825
 AH0825  HISTORY     - Date     Condition        Report By
 AH0825  HISTORY     - 1942     MONUMENTED       CGS
 AH0825  HISTORY     - 1949     GOOD             NGS
 AH0825  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0825  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0825  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0825
 AH0825                          STATION DESCRIPTION
 AH0825
 AH0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0825'8.0 MI NE FROM PETRONILLA.
 AH0825'1.0 MILE NORTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT PETRONILLA,
 AH0825'NUECES COUNTY, THENCE 7.0 MILES EAST ALONG A PAVED ROAD. 50 FEET WEST
 AH0825'OF THE CENTER OF A ROAD INTERSECTION, 40 FEET SOUTH OF THE SOUTHEAST
 AH0825'CORNER OF A LARGE EARTHEN WATER TANK, 17 FEET NORTH OF AND ABOUT LEVEL
 AH0825'WITH THE CENTER LINE OF THE MAIN ROAD, AT THE NORTH END OF A CONCRETE
 AH0825'CULVERT, AND IN THE TOP OF THE WEST WING WALL.  A STANDARD DISK,
 AH0825'STAMPED E 633 1942.
 AH0825
 AH0825                          STATION RECOVERY (1997)
 AH0825
 AH0825'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0825'MARK NOT FOUND.
 AH0825
 AH0825                          STATION RECOVERY (2001)
 AH0825
 AH0825'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0825'MARK NOT FOUND.
 AH0825
 AH0825                          STATION RECOVERY (2002)
 AH0825
 AH0825'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0551 ***********************************************************************
 AH0551  DESIGNATION -  E 634
 AH0551  PID         -  AH0551
 AH0551  STATE/COUNTY-  TX/KLEBERG
 AH0551  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH0551
 AH0551                         *CURRENT SURVEY CONTROL
 AH0551  ___________________________________________________________________
 AH0551* NAD 83(1986)-  27 27 27.     (N)    097 40 02.     (W)     SCALED    
 AH0551* NAVD 88     -        11.016  (meters)      36.14   (feet)  ADJUSTED  
 AH0551  ___________________________________________________________________
 AH0551  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AH0551  DYNAMIC HT  -          10.999 (meters)      36.09  (feet)  COMP
 AH0551  MODELED GRAV-     979,105.8   (mgal)                       NAVD 88
 AH0551
 AH0551  VERT ORDER  -  SECOND    CLASS 0
 AH0551
 AH0551.The horizontal coordinates were scaled from a topographic map and have
 AH0551.an estimated accuracy of +/- 6 seconds.
 AH0551
 AH0551.The orthometric height was determined by differential leveling
 AH0551.and adjusted by the National Geodetic Survey in June 1991..
 AH0551
 AH0551.The geoid height was determined by GEOID03.
 AH0551
 AH0551.The dynamic height is computed by dividing the NAVD 88
 AH0551.geopotential number by the normal gravity value computed on the
 AH0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0551.degrees latitude (g = 980.6199 gals.).
 AH0551
 AH0551.The modeled gravity was interpolated from observed gravity values.
 AH0551
 AH0551;                    North         East    Units  Estimated Accuracy
 AH0551;SPC TX S     - 5,198,680.      382,310.      MT  (+/- 180 meters Scaled)
 AH0551
 AH0551                          SUPERSEDED SURVEY CONTROL
 AH0551
 AH0551  NGVD 29 (??/??/92)   11.138  (m)           36.54   (f) ADJ UNCH    2 0
 AH0551
 AH0551.Superseded values are not recommended for survey control.
 AH0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0551.See file dsdata.txt to determine how the superseded data were derived.
 AH0551
 AH0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR316378(NAD 83)
 AH0551_MARKER: DB = BENCH MARK DISK
 AH0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0551_STAMPING: E 634 1942
 AH0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0551+STABILITY: SURFACE MOTION
 AH0551
 AH0551  HISTORY     - Date     Condition        Report By
 AH0551  HISTORY     - 1942     MONUMENTED       CGS
 AH0551  HISTORY     - 1949     GOOD             NGS
 AH0551
 AH0551                          STATION DESCRIPTION
 AH0551
 AH0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0551'14 MI SE FROM KINGSVILLE.
 AH0551'LOCATED ON KING RANCH, 14 MILES SE OF KINGSVILLE.  FROM JUNCTION OF US
 AH0551'HWY 77 AND ANGLE ROAD 0.4 MILE E OF COUNTY HOSPITAL IN KINGSVILLE, GO
 AH0551'1.9 MILES DUE E TO T ROAD INTERSECTION, THEN WIND 1.6 MILES NE ALONG
 AH0551'PAVED ROAD THAT PARALLELS NAVY FIELD FENCE TO LOCKED GATE ENTERING
 AH0551'KING RANCH AT SAN FERNANDO CREEK.  CONTINUE 0.5 MILE E TO ROAD FORK,
 AH0551'TAKE RIGHT FORK AND GO 3.0 MILES SE ALONG GRADE ROAD TO LEONCITAS
 AH0551'WINDMILL, CONTINUE 4.0 MILES SE TO EL TELEPHONE RANCH, PASS THROUGH
 AH0551'GATE AND CONTINUE 2.2 MILES SE ALONG JABONCILLES RANCH ROAD TO BENCH
 AH0551'MARK SITE.  162 FT. S OF ROAD C/L, 25 FT. N OF DIM TRAIL, AND 3 FT. W
 AH0551'OF WITNESS POST.  STANDARD DISK STAMPED E 634 1942 SET IN TOP OF A 6
 AH0551'INCH CONCRETE MONUMENT PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0590 ***********************************************************************
 AH0590  DESIGNATION -  E 635
 AH0590  PID         -  AH0590
 AH0590  STATE/COUNTY-  TX/KLEBERG
 AH0590  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0590
 AH0590                         *CURRENT SURVEY CONTROL
 AH0590  ___________________________________________________________________
 AH0590* NAD 83(1986)-  27 17 45.     (N)    097 43 50.     (W)     SCALED    
 AH0590* NAVD 88     -         5.051  (meters)      16.57   (feet)  ADJUSTED  
 AH0590  ___________________________________________________________________
 AH0590  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AH0590  DYNAMIC HT  -           5.043 (meters)      16.55  (feet)  COMP
 AH0590  MODELED GRAV-     979,098.2   (mgal)                       NAVD 88
 AH0590
 AH0590  VERT ORDER  -  SECOND    CLASS 0
 AH0590
 AH0590.The horizontal coordinates were scaled from a topographic map and have
 AH0590.an estimated accuracy of +/- 6 seconds.
 AH0590
 AH0590.The orthometric height was determined by differential leveling
 AH0590.and adjusted by the National Geodetic Survey in June 1991..
 AH0590
 AH0590.The geoid height was determined by GEOID03.
 AH0590
 AH0590.The dynamic height is computed by dividing the NAVD 88
 AH0590.geopotential number by the normal gravity value computed on the
 AH0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0590.degrees latitude (g = 980.6199 gals.).
 AH0590
 AH0590.The modeled gravity was interpolated from observed gravity values.
 AH0590
 AH0590;                    North         East    Units  Estimated Accuracy
 AH0590;SPC TX S     - 5,180,730.      376,160.      MT  (+/- 180 meters Scaled)
 AH0590
 AH0590                          SUPERSEDED SURVEY CONTROL
 AH0590
 AH0590  NGVD 29 (??/??/92)    5.155  (m)           16.91   (f) ADJ UNCH    2 0
 AH0590
 AH0590.Superseded values are not recommended for survey control.
 AH0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0590.See file dsdata.txt to determine how the superseded data were derived.
 AH0590
 AH0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR256198(NAD 83)
 AH0590_MARKER: DB = BENCH MARK DISK
 AH0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0590_STAMPING: E 635 1942
 AH0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0590+STABILITY: SURFACE MOTION
 AH0590
 AH0590  HISTORY     - Date     Condition        Report By
 AH0590  HISTORY     - 1942     MONUMENTED       CGS
 AH0590  HISTORY     - 1949     GOOD             NGS
 AH0590
 AH0590                          STATION DESCRIPTION
 AH0590
 AH0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0590'5.3 MI E FROM RIVIERA.
 AH0590'STATION IS 5.3 MILES E OF RIVIERA.  TO REACH GO 5.3 MILES E ALONG FARM
 AH0590'ROAD 771 (RIVIERA BEACH ROAD) FROM JUNCTION WITH U. S. HIGHWAY 77 AT
 AH0590'RIVIERA.  150 FEET E OF CONCRETE CULVERT.  150 FEET N OF A POND, 500
 AH0590'FEET SE, AND ACROSS THE ROAD FROM A HOUSE.  21 FEET S OF CENTERLINE OF
 AH0590'ROAD.  20 FEET N OF THE FENCE, APPROX. 1300 FEET W OF A SMALL
 AH0590'SCHOOLHOUSE.  A 2.97 FEET WITNESS POST SET ON TOP A 6 X 6 INCH
 AH0590'CONCRETE MONUMENT WITH STANDARD DISK STAMPED E 635 1942 MONUMENT 16
 AH0590'INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0615 ***********************************************************************
 AH0615  DESIGNATION -  E 637
 AH0615  PID         -  AH0615
 AH0615  STATE/COUNTY-  TX/KENEDY
 AH0615  USGS QUAD   -  LA PARRA RANCH (1975)
 AH0615
 AH0615                         *CURRENT SURVEY CONTROL
 AH0615  ___________________________________________________________________
 AH0615* NAD 83(1986)-  27 12 20.     (N)    097 39 45.     (W)     SCALED    
 AH0615* NAVD 88     -         3.512  (meters)      11.52   (feet)  ADJUSTED  
 AH0615  ___________________________________________________________________
 AH0615  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AH0615  DYNAMIC HT  -           3.507 (meters)      11.51  (feet)  COMP
 AH0615  MODELED GRAV-     979,098.8   (mgal)                       NAVD 88
 AH0615
 AH0615  VERT ORDER  -  SECOND    CLASS 0
 AH0615
 AH0615.The horizontal coordinates were scaled from a topographic map and have
 AH0615.an estimated accuracy of +/- 6 seconds.
 AH0615
 AH0615.The orthometric height was determined by differential leveling
 AH0615.and adjusted by the National Geodetic Survey in June 1991..
 AH0615
 AH0615.The geoid height was determined by GEOID03.
 AH0615
 AH0615.The dynamic height is computed by dividing the NAVD 88
 AH0615.geopotential number by the normal gravity value computed on the
 AH0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0615.degrees latitude (g = 980.6199 gals.).
 AH0615
 AH0615.The modeled gravity was interpolated from observed gravity values.
 AH0615
 AH0615;                    North         East    Units  Estimated Accuracy
 AH0615;SPC TX S     - 5,170,770.      382,970.      MT  (+/- 180 meters Scaled)
 AH0615
 AH0615                          SUPERSEDED SURVEY CONTROL
 AH0615
 AH0615  NGVD 29 (??/??/92)    3.600  (m)           11.81   (f) ADJ UNCH    2 0
 AH0615
 AH0615.Superseded values are not recommended for survey control.
 AH0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0615.See file dsdata.txt to determine how the superseded data were derived.
 AH0615
 AH0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR324099(NAD 83)
 AH0615_MARKER: DB = BENCH MARK DISK
 AH0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0615_STAMPING: E 637 1942
 AH0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0615+STABILITY: SURFACE MOTION
 AH0615
 AH0615  HISTORY     - Date     Condition        Report By
 AH0615  HISTORY     - 1942     MONUMENTED       CGS
 AH0615  HISTORY     - 1949     GOOD             NGS
 AH0615
 AH0615                          STATION DESCRIPTION
 AH0615
 AH0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0615'8.0 MI E FROM SARITA.
 AH0615'LOCATED ON KENEDY RANCH 8.0 MILES E OF SARITA.  TO REACH FROM POST
 AH0615'OFFICE IN SARITA, PROCEED E ON DIRT ROAD FOR 5.8 MILES THROUGH LOCKED
 AH0615'GATE TO A Y, TAKE LEFT FORK AND CONTINUE FOR 0.8 MILE NE TO ANOTHER Y,
 AH0615'TAKE RIGHT FORK FOR 0.35 MILE E TO A ROAD INTERSECTION, TURN RIGHT AND
 AH0615'GO 1.05 MILES SE TO THIRD GATE, TURN LEFT AND FOLLOW TRACK ROAD E FOR
 AH0615'0.9 MILE TO BENCH MARK SITE.  BENCH MARK IS ABOUT 500 FT. S OF E-W
 AH0615'FENCE, 12 FT. W OF A MESQUITE TREE, 12 FT. S OF CENTERLINE OF ROAD,
 AH0615'AND 3 FT. E OF A WITNESS POST.  A STANDARD DISK STAMPED E 637 1942 IN
 AH0615'TOP OF A 6X6 INCH CONCRETE MONUMENT, AND PROJECTS 0.5 FT. NOTE-- KEYS
 AH0615'FOR LOCKED GATE CAN BE OBTAINED IN SARITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1010 ***********************************************************************
 AB1010  DESIGNATION -  E 638
 AB1010  PID         -  AB1010
 AB1010  STATE/COUNTY-  TX/KENEDY
 AB1010  USGS QUAD   -  SAN PEDRO RANCH (1975)
 AB1010
 AB1010                         *CURRENT SURVEY CONTROL
 AB1010  ___________________________________________________________________
 AB1010* NAD 83(1986)-  26 56 27.     (N)    097 41 33.     (W)     SCALED    
 AB1010* NAVD 88     -         6.559  (meters)      21.52   (feet)  ADJUSTED  
 AB1010  ___________________________________________________________________
 AB1010  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AB1010  DYNAMIC HT  -           6.549 (meters)      21.49  (feet)  COMP
 AB1010  MODELED GRAV-     979,083.4   (mgal)                       NAVD 88
 AB1010
 AB1010  VERT ORDER  -  SECOND    CLASS 0
 AB1010
 AB1010.The horizontal coordinates were scaled from a topographic map and have
 AB1010.an estimated accuracy of +/- 6 seconds.
 AB1010
 AB1010.The orthometric height was determined by differential leveling
 AB1010.and adjusted by the National Geodetic Survey in June 1991..
 AB1010
 AB1010.The geoid height was determined by GEOID03.
 AB1010
 AB1010.The dynamic height is computed by dividing the NAVD 88
 AB1010.geopotential number by the normal gravity value computed on the
 AB1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1010.degrees latitude (g = 980.6199 gals.).
 AB1010
 AB1010.The modeled gravity was interpolated from observed gravity values.
 AB1010
 AB1010;                    North         East    Units  Estimated Accuracy
 AB1010;SPC TX S     - 5,141,420.      380,180.      MT  (+/- 180 meters Scaled)
 AB1010
 AB1010                          SUPERSEDED SURVEY CONTROL
 AB1010
 AB1010  NGVD 29 (??/??/92)    6.62   (m)           21.7    (f) COMPUTED    2 0
 AB1010
 AB1010.Superseded values are not recommended for survey control.
 AB1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1010.See file dsdata.txt to determine how the superseded data were derived.
 AB1010
 AB1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ297805(NAD 83)
 AB1010_MARKER: DB = BENCH MARK DISK
 AB1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1010_STAMPING: E-638 1942
 AB1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1010+STABILITY: SURFACE MOTION
 AB1010
 AB1010  HISTORY     - Date     Condition        Report By
 AB1010  HISTORY     - 1942     MONUMENTED       CGS
 AB1010
 AB1010                          STATION DESCRIPTION
 AB1010
 AB1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1010'8.0 MI SE FROM TURCOTTE.
 AB1010'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT TURCOTTE--
 AB1010'PROCEED 0.2 MILES SOUTHERLY ON STATE HIGHWAY NO. 96 TO GRADED
 AB1010'CROSSROAD.  TURN EAST AND GO 7.8 MILES ON GRADED ROAD TOWARDS MORANA
 AB1010'RANCH TO A GATE ON FENCE AND SITE OF BENCH MARK.  BENCH MARK IS ALONG
 AB1010'THE NORTH-SOUTH FENCE, 54.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION
 AB1010'AS THE CENTERLINE OF THE ROAD.  3.0 FEET SOUTH OF A 4X4 WOODEN MARKER
 AB1010'POST AND 1.0 FOOT EAST OF THE FENCE.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1061 ***********************************************************************
 AW1061  DESIGNATION -  E 639
 AW1061  PID         -  AW1061
 AW1061  STATE/COUNTY-  TX/GALVESTON
 AW1061  USGS QUAD   -  TEXAS CITY (1994)
 AW1061
 AW1061                         *CURRENT SURVEY CONTROL
 AW1061  ___________________________________________________________________
 AW1061* NAD 83(1986)-  29 24 26.     (N)    094 59 46.     (W)     SCALED    
 AW1061* NAVD 88     -         3.846  (meters)      12.62   (feet)  ADJUSTED  
 AW1061  ___________________________________________________________________
 AW1061  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW1061  DYNAMIC HT  -           3.840 (meters)      12.60  (feet)  COMP
 AW1061  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 AW1061
 AW1061  VERT ORDER  -  FIRST     CLASS II
 AW1061
 AW1061.The horizontal coordinates were scaled from a topographic map and have
 AW1061.an estimated accuracy of +/- 6 seconds.
 AW1061
 AW1061.The orthometric height was determined by differential leveling
 AW1061.and adjusted by the National Geodetic Survey in March 1997..
 AW1061
 AW1061.The geoid height was determined by GEOID03.
 AW1061
 AW1061.The dynamic height is computed by dividing the NAVD 88
 AW1061.geopotential number by the normal gravity value computed on the
 AW1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1061.degrees latitude (g = 980.6199 gals.).
 AW1061
 AW1061.The modeled gravity was interpolated from observed gravity values.
 AW1061
 AW1061;                    North         East    Units  Estimated Accuracy
 AW1061;SPC TXSC     - 4,181,080.      988,470.      MT  (+/- 180 meters Scaled)
 AW1061
 AW1061                          SUPERSEDED SURVEY CONTROL
 AW1061
 AW1061  NAVD 88 (06/15/91)    3.932  (m)           12.90   (f) UNKNOWN     1 1
 AW1061  NGVD 29 (12/23/87)    3.928  (m)           12.89   (f) ADJUSTED    1 1
 AW1061
 AW1061.Superseded values are not recommended for survey control.
 AW1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1061.See file dsdata.txt to determine how the superseded data were derived.
 AW1061
 AW1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN063547(NAD 83)
 AW1061_MARKER: DB = BENCH MARK DISK
 AW1061_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1061_SP_SET: CULVERT WINGWALL
 AW1061_STAMPING: E 639 1942
 AW1061_MARK LOGO: CGS   
 AW1061_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1061+STABILITY: SURFACE MOTION
 AW1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1061+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW1061
 AW1061  HISTORY     - Date     Condition        Report By
 AW1061  HISTORY     - 1942     MONUMENTED       CGS
 AW1061  HISTORY     - 1973     GOOD             NGS
 AW1061  HISTORY     - 1976     GOOD             NGS
 AW1061  HISTORY     - 1976     GOOD             NGS
 AW1061  HISTORY     - 1978     GOOD             NGS
 AW1061  HISTORY     - 1983     GOOD             NGS
 AW1061  HISTORY     - 1987     GOOD             USPSQD
 AW1061  HISTORY     - 1987     GOOD             USPSQD
 AW1061  HISTORY     - 1987     GOOD             NGS
 AW1061  HISTORY     - 1989     GOOD             USPSQD
 AW1061  HISTORY     - 1989     GOOD             USPSQD
 AW1061  HISTORY     - 19910525 GOOD             USPSQD
 AW1061  HISTORY     - 19940326 GOOD             USPSQD
 AW1061  HISTORY     - 19961203 GOOD             NGS
 AW1061  HISTORY     - 20040207 GOOD             USPSQD
 AW1061  HISTORY     - 20050607 GOOD             USPSQD
 AW1061
 AW1061                          STATION DESCRIPTION
 AW1061
 AW1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1061'2.4 MI NW FROM LA MARQUE.
 AW1061'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF FARM
 AW1061'ROAD 1765 AT LA MARQUE, SET IN THE TOP OF THE NORTHEAST WING WALL OF
 AW1061'THE NORTHWEST ABUTMENT OF A HIGHWAY BRIDGE, 17.0 FEET NORTHEAST OF THE
 AW1061'CENTER LINE OF THE HIGHWAY, 57.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 AW1061'AND ABOUT 0.4 FOOT HIGHER THAN THE HIGHWAY.
 AW1061
 AW1061                          STATION RECOVERY (1976)
 AW1061
 AW1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1061'RECOVERED IN GOOD CONDITION.
 AW1061
 AW1061                          STATION RECOVERY (1976)
 AW1061
 AW1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1061'RECOVERED IN GOOD CONDITION.
 AW1061
 AW1061                          STATION RECOVERY (1978)
 AW1061
 AW1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1061'RECOVERED IN GOOD CONDITION.
 AW1061
 AW1061                          STATION RECOVERY (1983)
 AW1061
 AW1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1061'RECOVERED IN GOOD CONDITION.
 AW1061
 AW1061                          STATION RECOVERY (1987)
 AW1061
 AW1061'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1061'RECOVERED IN GOOD CONDITION.
 AW1061
 AW1061                          STATION RECOVERY (1987)
 AW1061
 AW1061'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1061'RECOVERED IN GOOD CONDITION.
 AW1061
 AW1061                          STATION RECOVERY (1987)
 AW1061
 AW1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1061'RECOVERED IN GOOD CONDITION.
 AW1061
 AW1061                          STATION RECOVERY (1989)
 AW1061
 AW1061'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1061'RECOVERED IN GOOD CONDITION.
 AW1061
 AW1061                          STATION RECOVERY (1989)
 AW1061
 AW1061'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1061'RECOVERED IN GOOD CONDITION.
 AW1061
 AW1061                          STATION RECOVERY (1991)
 AW1061
 AW1061'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW1061'RECOVERED IN GOOD CONDITION.
 AW1061
 AW1061                          STATION RECOVERY (1994)
 AW1061
 AW1061'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1061'RECOVERED IN GOOD CONDITION.
 AW1061
 AW1061                          STATION RECOVERY (1996)
 AW1061
 AW1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1061'1.4 KM (0.85 MI) NORTHWESTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW1061'OF STATE HIGHWAY 1764 IN LA MARQUE, IN TOP OF AND 1.3 M (4.3 FT)
 AW1061'SOUTHWEST OF THE NORTHEAST END OF THE NORTH CONCRETE WINGWALL OF A
 AW1061'CULVERT UNDER THE HIGHWAY, 5.1 M (16.7 FT) NORTHEAST OF AND LEVEL WITH
 AW1061'THE HIGHWAY CENTERLINE, AND 0.5 M (1.6 FT) NORTHEAST OF THE NORTHWEST
 AW1061'END OF THE HEADWALL.
 AW1061
 AW1061                          STATION RECOVERY (2004)
 AW1061
 AW1061'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1061'GO TO N 29 24.401  W 094 59.748
 AW1061
 AW1061                          STATION RECOVERY (2005)
 AW1061
 AW1061'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1061'MARK FOUND AT N29 24 24.1  W094 59 44.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0164 ***********************************************************************
 AE0164  DESIGNATION -  E 641
 AE0164  PID         -  AE0164
 AE0164  STATE/COUNTY-  TX/HIDALGO
 AE0164  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0164
 AE0164                         *CURRENT SURVEY CONTROL
 AE0164  ___________________________________________________________________
 AE0164* NAD 83(1986)-  26 33 41.     (N)    098 19 13.     (W)     SCALED    
 AE0164* NAVD 88     -        64.967  (meters)     213.15   (feet)  ADJUSTED  
 AE0164  ___________________________________________________________________
 AE0164  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AE0164  DYNAMIC HT  -          64.862 (meters)     212.80  (feet)  COMP
 AE0164  MODELED GRAV-     979,020.5   (mgal)                       NAVD 88
 AE0164
 AE0164  VERT ORDER  -  SECOND    CLASS 0
 AE0164
 AE0164.The horizontal coordinates were scaled from a topographic map and have
 AE0164.an estimated accuracy of +/- 6 seconds.
 AE0164
 AE0164.The orthometric height was determined by differential leveling
 AE0164.and adjusted by the National Geodetic Survey in June 1991..
 AE0164
 AE0164.The geoid height was determined by GEOID03.
 AE0164
 AE0164.The dynamic height is computed by dividing the NAVD 88
 AE0164.geopotential number by the normal gravity value computed on the
 AE0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0164.degrees latitude (g = 980.6199 gals.).
 AE0164
 AE0164.The modeled gravity was interpolated from observed gravity values.
 AE0164
 AE0164;                    North         East    Units  Estimated Accuracy
 AE0164;SPC TX S     - 5,099,140.      317,910.      MT  (+/- 180 meters Scaled)
 AE0164
 AE0164                          SUPERSEDED SURVEY CONTROL
 AE0164
 AE0164  NGVD 29 (??/??/92)   65.059  (m)          213.45   (f) ADJ UNCH    2 0
 AE0164
 AE0164.Superseded values are not recommended for survey control.
 AE0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0164.See file dsdata.txt to determine how the superseded data were derived.
 AE0164
 AE0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ676380(NAD 83)
 AE0164_MARKER: DB = BENCH MARK DISK
 AE0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0164_STAMPING: E 641 1942
 AE0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0164+STABILITY: SURFACE MOTION
 AE0164
 AE0164  HISTORY     - Date     Condition        Report By
 AE0164  HISTORY     - 1942     MONUMENTED       CGS
 AE0164  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0164
 AE0164                          STATION DESCRIPTION
 AE0164
 AE0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0164'9.8 MI NE FROM MCCOOK.
 AE0164'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 3.9 MILES EASTERLY
 AE0164'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING NORTH.  THENCE, GO 5.9
 AE0164'MILES NORTHERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AE0164'IS 30.0 FEET SOUTH OF A FENCE CORNER, 20.0 FEET WEST OF AND ABOUT THE
 AE0164'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 25.0 FEET SOUTH
 AE0164'OF LANE LEADING WEST THROUGH GATE TO WINDMILL, 2.0 FEET SOUTH OF A
 AE0164'4X4-INCH WOODEN MARKER POST AND 1.0 FOOT WEST OF FENCE. THE MONUMENT
 AE0164'PROJECTS 0.6 FOOT.
 AE0164
 AE0164                          STATION RECOVERY (1972)
 AE0164
 AE0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0146 ***********************************************************************
 AE0146  DESIGNATION -  E 642
 AE0146  PID         -  AE0146
 AE0146  STATE/COUNTY-  TX/HIDALGO
 AE0146  USGS QUAD   -  LINN NW (1982)
 AE0146
 AE0146                         *CURRENT SURVEY CONTROL
 AE0146  ___________________________________________________________________
 AE0146* NAD 83(1986)-  26 41 55.     (N)    098 11 40.     (W)     SCALED    
 AE0146* NAVD 88     -        33.950  (meters)     111.38   (feet)  ADJUSTED  
 AE0146  ___________________________________________________________________
 AE0146  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AE0146  DYNAMIC HT  -          33.895 (meters)     111.20  (feet)  COMP
 AE0146  MODELED GRAV-     979,038.5   (mgal)                       NAVD 88
 AE0146
 AE0146  VERT ORDER  -  SECOND    CLASS 0
 AE0146
 AE0146.The horizontal coordinates were scaled from a topographic map and have
 AE0146.an estimated accuracy of +/- 6 seconds.
 AE0146
 AE0146.The orthometric height was determined by differential leveling
 AE0146.and adjusted by the National Geodetic Survey in June 1991..
 AE0146
 AE0146.The geoid height was determined by GEOID03.
 AE0146
 AE0146.The dynamic height is computed by dividing the NAVD 88
 AE0146.geopotential number by the normal gravity value computed on the
 AE0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0146.degrees latitude (g = 980.6199 gals.).
 AE0146
 AE0146.The modeled gravity was interpolated from observed gravity values.
 AE0146
 AE0146;                    North         East    Units  Estimated Accuracy
 AE0146;SPC TX S     - 5,114,370.      330,410.      MT  (+/- 180 meters Scaled)
 AE0146
 AE0146                          SUPERSEDED SURVEY CONTROL
 AE0146
 AE0146  NGVD 29 (??/??/92)   34.055  (m)          111.73   (f) ADJ UNCH    2 0
 AE0146
 AE0146.Superseded values are not recommended for survey control.
 AE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0146.See file dsdata.txt to determine how the superseded data were derived.
 AE0146
 AE0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ801533(NAD 83)
 AE0146_MARKER: DB = BENCH MARK DISK
 AE0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0146_STAMPING: E 642 1942
 AE0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0146+STABILITY: SURFACE MOTION
 AE0146
 AE0146  HISTORY     - Date     Condition        Report By
 AE0146  HISTORY     - 1942     MONUMENTED       CGS
 AE0146
 AE0146                          STATION DESCRIPTION
 AE0146
 AE0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0146'3.1 MI W FROM DIX.
 AE0146'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT DIX-- PROCEED
 AE0146'3.1 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AE0146'BENCH MARK IS 48.0 NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0146'CENTERLINE OF THE ROAD, 30.0 FEET EAST OF A LONE MESQUITE TREE, 3.0
 AE0146'FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF
 AE0146'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0922 ***********************************************************************
 AE0922  DESIGNATION -  E 643 RESET 1953
 AE0922  PID         -  AE0922
 AE0922  STATE/COUNTY-  TX/STARR
 AE0922  USGS QUAD   -  LA GLORIA SW (1993)
 AE0922
 AE0922                         *CURRENT SURVEY CONTROL
 AE0922  ___________________________________________________________________
 AE0922* NAD 83(1986)-  26 33 29.     (N)    098 39 33.     (W)     SCALED    
 AE0922* NAVD 88     -       130.92   (meters)     429.5    (feet)  RESET     
 AE0922  ___________________________________________________________________
 AE0922  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AE0922
 AE0922  VERT ORDER  -  THIRD
 AE0922
 AE0922.The horizontal coordinates were scaled from a topographic map and have
 AE0922.an estimated accuracy of +/- 6 seconds.
 AE0922
 AE0922.The orthometric height was computed from unverified reset data.
 AE0922
 AE0922.The geoid height was determined by GEOID03.
 AE0922
 AE0922;                    North         East    Units  Estimated Accuracy
 AE0922;SPC TX S     - 5,098,770.      284,140.      MT  (+/- 180 meters Scaled)
 AE0922
 AE0922                          SUPERSEDED SURVEY CONTROL
 AE0922
 AE0922.No superseded survey control is available for this station.
 AE0922
 AE0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ339375(NAD 83)
 AE0922_MARKER: DB = BENCH MARK DISK
 AE0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0922_STAMPING: E 643 RESET 1953
 AE0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0922+STABILITY: SURFACE MOTION
 AE0922
 AE0922  HISTORY     - Date     Condition        Report By
 AE0922  HISTORY     - 1953     MONUMENTED       TXHD
 AE0922  HISTORY     - 1954     GOOD             TXHD
 AE0922  HISTORY     - 1972     MARK NOT FOUND   NGS
 AE0922
 AE0922                          STATION DESCRIPTION
 AE0922
 AE0922'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AE0922'16.7 MI N FROM RIO GRANDE CITY.
 AE0922'ABOUT 16.7 MILES NORTH ALONG HIGHWAY NO. 755, FROM THE POST OFFICE AT
 AE0922'RIO GRANDE CITY, STARR COUNTY, 2 FEET EAST OF THE EAST RIGHT-OF-WAY
 AE0922'FENCE, 0.1 MILE SOUTH OF A CULVERT, 2 FEET LOWER THAN THE HIGHWAY AND
 AE0922'NEAR THE BOTTOM OF A LOW VALLEY.  IT IS 2 FEET NORTH OF A WHITE 4 X 4
 AE0922'POST.
 AE0922
 AE0922                          STATION RECOVERY (1972)
 AE0922
 AE0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AE0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0012 ***********************************************************************
 AE0012  DESIGNATION -  E 645
 AE0012  PID         -  AE0012
 AE0012  STATE/COUNTY-  TX/HIDALGO
 AE0012  USGS QUAD   -  BENTSEN RANCH (1972)
 AE0012
 AE0012                         *CURRENT SURVEY CONTROL
 AE0012  ___________________________________________________________________
 AE0012* NAD 83(1986)-  26 31 28.     (N)    098 23 02.     (W)     SCALED    
 AE0012* NAVD 88     -        93.718  (meters)     307.47   (feet)  ADJUSTED  
 AE0012  ___________________________________________________________________
 AE0012  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AE0012  DYNAMIC HT  -          93.565 (meters)     306.97  (feet)  COMP
 AE0012  MODELED GRAV-     979,013.3   (mgal)                       NAVD 88
 AE0012
 AE0012  VERT ORDER  -  SECOND    CLASS 0
 AE0012
 AE0012.The horizontal coordinates were scaled from a topographic map and have
 AE0012.an estimated accuracy of +/- 6 seconds.
 AE0012
 AE0012.The orthometric height was determined by differential leveling
 AE0012.and adjusted by the National Geodetic Survey in June 1991..
 AE0012
 AE0012.The geoid height was determined by GEOID03.
 AE0012
 AE0012.The dynamic height is computed by dividing the NAVD 88
 AE0012.geopotential number by the normal gravity value computed on the
 AE0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0012.degrees latitude (g = 980.6199 gals.).
 AE0012
 AE0012.The modeled gravity was interpolated from observed gravity values.
 AE0012
 AE0012;                    North         East    Units  Estimated Accuracy
 AE0012;SPC TX S     - 5,095,040.      311,570.      MT  (+/- 180 meters Scaled)
 AE0012
 AE0012                          SUPERSEDED SURVEY CONTROL
 AE0012
 AE0012  NGVD 29 (??/??/92)   93.799  (m)          307.74   (f) ADJ UNCH    2 0
 AE0012
 AE0012.Superseded values are not recommended for survey control.
 AE0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0012.See file dsdata.txt to determine how the superseded data were derived.
 AE0012
 AE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ613339(NAD 83)
 AE0012_MARKER: DB = BENCH MARK DISK
 AE0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0012_STAMPING: E 645 1942
 AE0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0012+STABILITY: SURFACE MOTION
 AE0012
 AE0012  HISTORY     - Date     Condition        Report By
 AE0012  HISTORY     - 1942     MONUMENTED       CGS
 AE0012  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0012
 AE0012                          STATION DESCRIPTION
 AE0012
 AE0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0012'3.2 MI N FROM MCCOOK.
 AE0012'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 3.2 MILES NORTHERLY
 AE0012'ALONG DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AE0012'0.2 MILE NORTH OF A CATTLE GUARD ACROSS THE ROAD, 31.0 FEET EAST OF
 AE0012'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD AND 3.0
 AE0012'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AE0012'0.5 FOOT.
 AE0012
 AE0012                          STATION RECOVERY (1972)
 AE0012
 AE0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0513 ***********************************************************************
 AE0513  DESIGNATION -  E 646
 AE0513  PID         -  AE0513
 AE0513  STATE/COUNTY-  TX/HIDALGO
 AE0513  USGS QUAD   -  ALTON (1963)
 AE0513
 AE0513                         *CURRENT SURVEY CONTROL
 AE0513  ___________________________________________________________________
 AE0513* NAD 83(1986)-  26 22 04.     (N)    098 17 59.     (W)     SCALED    
 AE0513* NAVD 88     -        51.464  (meters)     168.84   (feet)  ADJUSTED  
 AE0513  ___________________________________________________________________
 AE0513  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE0513  DYNAMIC HT  -          51.379 (meters)     168.57  (feet)  COMP
 AE0513  MODELED GRAV-     979,007.5   (mgal)                       NAVD 88
 AE0513
 AE0513  VERT ORDER  -  SECOND    CLASS 0
 AE0513
 AE0513.The horizontal coordinates were scaled from a topographic map and have
 AE0513.an estimated accuracy of +/- 6 seconds.
 AE0513
 AE0513.The orthometric height was determined by differential leveling
 AE0513.and adjusted by the National Geodetic Survey in June 1991..
 AE0513
 AE0513.The geoid height was determined by GEOID03.
 AE0513
 AE0513.The dynamic height is computed by dividing the NAVD 88
 AE0513.geopotential number by the normal gravity value computed on the
 AE0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0513.degrees latitude (g = 980.6199 gals.).
 AE0513
 AE0513.The modeled gravity was interpolated from observed gravity values.
 AE0513
 AE0513;                    North         East    Units  Estimated Accuracy
 AE0513;SPC TX S     - 5,077,690.      319,990.      MT  (+/- 180 meters Scaled)
 AE0513
 AE0513                          SUPERSEDED SURVEY CONTROL
 AE0513
 AE0513  NGVD 29 (??/??/92)   51.559  (m)          169.16   (f) ADJ UNCH    2 0
 AE0513
 AE0513.Superseded values are not recommended for survey control.
 AE0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0513.See file dsdata.txt to determine how the superseded data were derived.
 AE0513
 AE0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ698166(NAD 83)
 AE0513_MARKER: DB = BENCH MARK DISK
 AE0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0513_STAMPING: E 646 1942
 AE0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0513+STABILITY: SURFACE MOTION
 AE0513
 AE0513  HISTORY     - Date     Condition        Report By
 AE0513  HISTORY     - 1942     MONUMENTED       CGS
 AE0513
 AE0513                          STATION DESCRIPTION
 AE0513
 AE0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0513'12.0 MI NW FROM EDINBURG.
 AE0513'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 7.0 MILES
 AE0513'WESTERLY ALONG STATE HIGHWAY NO. 107 TO INTERSECTION OF ROAD LEADING
 AE0513'WEST AT RIGHT-ANGLE CURVE IN HIGHWAY.  THENCE, GO 2.5 MILES WESTERLY
 AE0513'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING NORTH ALONG THE
 AE0513'MISSOURI PACIFIC RAILROAD.  THENCE, GO 2.5 MILES NORTH ALONG ROAD TO
 AE0513'THE SIDE OF THE BENCH MARK.  BENCH MARK IS 33.0 FEET WEST OF THE
 AE0513'CENTERLINE OF THE ROAD PARALLELLING THE RAILROAD, 30.0 FEET EAST OF
 AE0513'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE TRACKS.  IT IS 27.0
 AE0513'FEET NORTH OF A TELEPHONE POLE AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN
 AE0513'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1188 ***********************************************************************
 AY1188  DESIGNATION -  E 651
 AY1188  PID         -  AY1188
 AY1188  STATE/COUNTY-  TX/BANDERA
 AY1188  USGS QUAD   -  SECO PASS (1964)
 AY1188
 AY1188                         *CURRENT SURVEY CONTROL
 AY1188  ___________________________________________________________________
 AY1188* NAD 83(1986)-  29 39 09.     (N)    099 28 31.     (W)     SCALED    
 AY1188* NAVD 88     -       455.106  (meters)    1493.13   (feet)  ADJUSTED  
 AY1188  ___________________________________________________________________
 AY1188  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AY1188  DYNAMIC HT  -         454.434 (meters)    1490.92  (feet)  COMP
 AY1188  MODELED GRAV-     979,151.3   (mgal)                       NAVD 88
 AY1188
 AY1188  VERT ORDER  -  SECOND    CLASS 0
 AY1188
 AY1188.The horizontal coordinates were scaled from a topographic map and have
 AY1188.an estimated accuracy of +/- 6 seconds.
 AY1188
 AY1188.The orthometric height was determined by differential leveling
 AY1188.and adjusted by the National Geodetic Survey in June 1991..
 AY1188
 AY1188.The geoid height was determined by GEOID03.
 AY1188
 AY1188.The dynamic height is computed by dividing the NAVD 88
 AY1188.geopotential number by the normal gravity value computed on the
 AY1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1188.degrees latitude (g = 980.6199 gals.).
 AY1188
 AY1188.The modeled gravity was interpolated from observed gravity values.
 AY1188
 AY1188;                    North         East    Units  Estimated Accuracy
 AY1188;SPC TXSC     - 4,201,710.      553,990.      MT  (+/- 180 meters Scaled)
 AY1188
 AY1188                          SUPERSEDED SURVEY CONTROL
 AY1188
 AY1188  NGVD 29 (??/??/92)  454.989  (m)         1492.74   (f) ADJ UNCH    2 0
 AY1188
 AY1188.Superseded values are not recommended for survey control.
 AY1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1188.See file dsdata.txt to determine how the superseded data were derived.
 AY1188
 AY1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT540803(NAD 83)
 AY1188_MARKER: DB = BENCH MARK DISK
 AY1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1188_STAMPING: E 651 1953
 AY1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1188+STABILITY: SURFACE MOTION
 AY1188
 AY1188  HISTORY     - Date     Condition        Report By
 AY1188  HISTORY     - 1953     MONUMENTED       CGS
 AY1188  HISTORY     - 1964     GOOD             USGS
 AY1188  HISTORY     - 19931201 GOOD             USPSQD
 AY1188
 AY1188                          STATION DESCRIPTION
 AY1188
 AY1188'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AY1188'14.1 MI SW FROM TARPLEY.
 AY1188'14.1 MILES SOUTHWEST ALONG FARM ROAD 470 FROM POST OFFICE AT TARPLEY,
 AY1188'TEXAS.  400 FEET EAST OF TURKEY CREEK, 250 FEET NORTH OF CENTERLINE OF
 AY1188'HIGHWAY.  130 FEET NORTHWEST OF LARGE OAK TREE, 2.6 FEET NORTH OF A
 AY1188'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 AY1188'ABOVE GROUND.
 AY1188
 AY1188                          STATION RECOVERY (1993)
 AY1188
 AY1188'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1140 ***********************************************************************
 AB1140  DESIGNATION -  E 652
 AB1140  PID         -  AB1140
 AB1140  STATE/COUNTY-  TX/HIDALGO
 AB1140  USGS QUAD   -  ANDREA RANCH (1982)
 AB1140
 AB1140                         *CURRENT SURVEY CONTROL
 AB1140  ___________________________________________________________________
 AB1140* NAD 83(1986)-  26 41 13.     (N)    097 57 22.     (W)     SCALED    
 AB1140* NAVD 88     -        14.075  (meters)      46.18   (feet)  ADJUSTED  
 AB1140  ___________________________________________________________________
 AB1140  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AB1140  DYNAMIC HT  -          14.053 (meters)      46.11  (feet)  COMP
 AB1140  MODELED GRAV-     979,051.5   (mgal)                       NAVD 88
 AB1140
 AB1140  VERT ORDER  -  SECOND    CLASS 0
 AB1140
 AB1140.The horizontal coordinates were scaled from a topographic map and have
 AB1140.an estimated accuracy of +/- 6 seconds.
 AB1140
 AB1140.The orthometric height was determined by differential leveling
 AB1140.and adjusted by the National Geodetic Survey in June 1991..
 AB1140
 AB1140.The geoid height was determined by GEOID03.
 AB1140
 AB1140.The dynamic height is computed by dividing the NAVD 88
 AB1140.geopotential number by the normal gravity value computed on the
 AB1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1140.degrees latitude (g = 980.6199 gals.).
 AB1140
 AB1140.The modeled gravity was interpolated from observed gravity values.
 AB1140
 AB1140;                    North         East    Units  Estimated Accuracy
 AB1140;SPC TX S     - 5,113,160.      354,130.      MT  (+/- 180 meters Scaled)
 AB1140
 AB1140                          SUPERSEDED SURVEY CONTROL
 AB1140
 AB1140  NGVD 29 (??/??/92)   14.170  (m)           46.49   (f) ADJ UNCH    2 0
 AB1140
 AB1140.Superseded values are not recommended for survey control.
 AB1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1140.See file dsdata.txt to determine how the superseded data were derived.
 AB1140
 AB1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ038521(NAD 83)
 AB1140_MARKER: DB = BENCH MARK DISK
 AB1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1140_STAMPING: E 652 1942
 AB1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1140+STABILITY: SURFACE MOTION
 AB1140
 AB1140  HISTORY     - Date     Condition        Report By
 AB1140  HISTORY     - 1942     MONUMENTED       CGS
 AB1140
 AB1140                          STATION DESCRIPTION
 AB1140
 AB1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1140'21.3 MI NW FROM RAYMONDVILLE.
 AB1140'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1140'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1140'NORTHERLY 2.5 MILES, THENCE WESTERLY 1.MILE, THENCE NORTHERLY 0.6
 AB1140'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 14. MILES TO THE
 AB1140'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE NORTHWEST OF
 AB1140'WOODEN GATE ON THE SANTA FE AND KING RANCH PROPERTY LINE ALONG ROAD
 AB1140'LEADING TO SANTA FE SCHOOL FROM THE LA TORDILLA RANCH.  IT IS 30. FEET
 AB1140'SOUTHWEST OF AND ABOUT 2. FEET ABOVE THE ROAD, AND 3. FEET SOUTH OF A
 AB1140'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0668 ***********************************************************************
 AB0668  DESIGNATION -  E 653
 AB0668  PID         -  AB0668
 AB0668  STATE/COUNTY-  TX/WILLACY
 AB0668  USGS QUAD   -  LASARA (1970)
 AB0668
 AB0668                         *CURRENT SURVEY CONTROL
 AB0668  ___________________________________________________________________
 AB0668* NAD 83(1986)-  26 28 42.     (N)    097 53 42.     (W)     SCALED    
 AB0668* NAVD 88     -        12.319  (meters)      40.42   (feet)  ADJUSTED  
 AB0668  ___________________________________________________________________
 AB0668  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 AB0668  DYNAMIC HT  -          12.299 (meters)      40.35  (feet)  COMP
 AB0668  MODELED GRAV-     979,042.0   (mgal)                       NAVD 88
 AB0668
 AB0668  VERT ORDER  -  SECOND    CLASS 0
 AB0668
 AB0668.The horizontal coordinates were scaled from a topographic map and have
 AB0668.an estimated accuracy of +/- 6 seconds.
 AB0668
 AB0668.The orthometric height was determined by differential leveling
 AB0668.and adjusted by the National Geodetic Survey in June 1991..
 AB0668
 AB0668.The geoid height was determined by GEOID03.
 AB0668
 AB0668.The dynamic height is computed by dividing the NAVD 88
 AB0668.geopotential number by the normal gravity value computed on the
 AB0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0668.degrees latitude (g = 980.6199 gals.).
 AB0668
 AB0668.The modeled gravity was interpolated from observed gravity values.
 AB0668
 AB0668;                    North         East    Units  Estimated Accuracy
 AB0668;SPC TX S     - 5,090,070.      360,320.      MT  (+/- 180 meters Scaled)
 AB0668
 AB0668                          SUPERSEDED SURVEY CONTROL
 AB0668
 AB0668  NGVD 29 (??/??/92)   12.398  (m)           40.68   (f) ADJ UNCH    2 0
 AB0668
 AB0668.Superseded values are not recommended for survey control.
 AB0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0668.See file dsdata.txt to determine how the superseded data were derived.
 AB0668
 AB0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ101291(NAD 83)
 AB0668_MARKER: DB = BENCH MARK DISK
 AB0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0668_STAMPING: E 653 1942
 AB0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0668+STABILITY: SURFACE MOTION
 AB0668
 AB0668  HISTORY     - Date     Condition        Report By
 AB0668  HISTORY     - 1942     MONUMENTED       CGS
 AB0668  HISTORY     - 1957     MARK NOT FOUND   USGS
 AB0668
 AB0668                          STATION DESCRIPTION
 AB0668
 AB0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0668'6.6 MI W FROM RAYMONDVILLE.
 AB0668'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDSVILLE.
 AB0668'PROCEED 6.8 (STADIA) MILES WESTERLY ALONG STATE HIGHWAY NO. 186 TO
 AB0668'SITE OF BENCH MARK. BENCH MARK IS ABOUT 225.0 FEET NORTHWEST OF SMALL
 AB0668'FARM BUILDING, 92.0 FEET SOUTH AND ACROSS HIGHWAY FROM A CONCRETE
 AB0668'IRRIGATION OUTLET, 48.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 AB0668'CENTERLINE OF HIGHWAY, 38.0 FEET WEST OF TELEPHONE POLE, 1.0 FOOT
 AB0668'NORTH OF HIGHWAY FENCE, AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AB0668'POST.  MONUMENT PROJECTS 0.5 FOOT.
 AB0668
 AB0668                          STATION RECOVERY (1957)
 AB0668
 AB0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AB0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0677 ***********************************************************************
 AB0677  DESIGNATION -  E 654
 AB0677  PID         -  AB0677
 AB0677  STATE/COUNTY-  TX/HIDALGO
 AB0677  USGS QUAD   -  LASARA (1970)
 AB0677
 AB0677                         *CURRENT SURVEY CONTROL
 AB0677  ___________________________________________________________________
 AB0677* NAD 83(1986)-  26 24 53.     (N)    097 52 42.     (W)     SCALED    
 AB0677* NAVD 88     -        12.182  (meters)      39.97   (feet)  ADJUSTED  
 AB0677  ___________________________________________________________________
 AB0677  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AB0677  DYNAMIC HT  -          12.163 (meters)      39.90  (feet)  COMP
 AB0677  MODELED GRAV-     979,038.8   (mgal)                       NAVD 88
 AB0677
 AB0677  VERT ORDER  -  SECOND    CLASS 0
 AB0677
 AB0677.The horizontal coordinates were scaled from a topographic map and have
 AB0677.an estimated accuracy of +/- 6 seconds.
 AB0677
 AB0677.The orthometric height was determined by differential leveling
 AB0677.and adjusted by the National Geodetic Survey in June 1991..
 AB0677
 AB0677.The geoid height was determined by GEOID03.
 AB0677
 AB0677.The dynamic height is computed by dividing the NAVD 88
 AB0677.geopotential number by the normal gravity value computed on the
 AB0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0677.degrees latitude (g = 980.6199 gals.).
 AB0677
 AB0677.The modeled gravity was interpolated from observed gravity values.
 AB0677
 AB0677;                    North         East    Units  Estimated Accuracy
 AB0677;SPC TX S     - 5,083,030.      362,020.      MT  (+/- 180 meters Scaled)
 AB0677
 AB0677                          SUPERSEDED SURVEY CONTROL
 AB0677
 AB0677  NGVD 29 (??/??/92)   12.261  (m)           40.23   (f) ADJ UNCH    2 0
 AB0677
 AB0677.Superseded values are not recommended for survey control.
 AB0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0677.See file dsdata.txt to determine how the superseded data were derived.
 AB0677
 AB0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ118221(NAD 83)
 AB0677_MARKER: DB = BENCH MARK DISK
 AB0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0677_STAMPING: E 654 1942
 AB0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0677+STABILITY: SURFACE MOTION
 AB0677
 AB0677  HISTORY     - Date     Condition        Report By
 AB0677  HISTORY     - 1942     MONUMENTED       CGS
 AB0677  HISTORY     - 1959     GOOD             NGS
 AB0677  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0677
 AB0677                          STATION DESCRIPTION
 AB0677
 AB0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AB0677'4.4 MI W FROM RAYMONDVILLE.
 AB0677'IN HIDALGO COUNTY, 4.4 MILES WEST ALONG STATE HIGHWAY 1921 FROM THE
 AB0677'MISSOURI PACIFIC RAILROAD TRACK AT LYFORD, WILLACY COUNTY, WHERE
 AB0677'PAVEMENT ENDS, CONTINUE WEST ON DIRT ROAD 1.1 MILE TO INTERSECTION OF
 AB0677'NORTH-SOUTH DIRT ROAD, SOUTH 1/2 MILE TO THE SOUTHEAST CORNER OF A
 AB0677'MESQUITE THICKET.  MARK IS LOCATED ABOUT 50 FEET WEST OF THE ROAD IN
 AB0677'THIS THICKET.  A STANDARD DISK, STAMPED E 654 1942 AND SET IN THE TOP
 AB0677'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AB0677
 AB0677                          STATION RECOVERY (1987)
 AB0677
 AB0677'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0447 ***********************************************************************
 AE0447  DESIGNATION -  E 656
 AE0447  PID         -  AE0447
 AE0447  STATE/COUNTY-  TX/HIDALGO
 AE0447  USGS QUAD   -  FAYSVILLE (1963)
 AE0447
 AE0447                         *CURRENT SURVEY CONTROL
 AE0447  ___________________________________________________________________
 AE0447* NAD 83(1986)-  26 24 57.     (N)    098 08 00.     (W)     SCALED    
 AE0447* NAVD 88     -        27.327  (meters)      89.66   (feet)  ADJUSTED  
 AE0447  ___________________________________________________________________
 AE0447  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE0447  DYNAMIC HT  -          27.282 (meters)      89.51  (feet)  COMP
 AE0447  MODELED GRAV-     979,025.2   (mgal)                       NAVD 88
 AE0447
 AE0447  VERT ORDER  -  SECOND    CLASS 0
 AE0447
 AE0447.The horizontal coordinates were scaled from a topographic map and have
 AE0447.an estimated accuracy of +/- 6 seconds.
 AE0447
 AE0447.The orthometric height was determined by differential leveling
 AE0447.and adjusted by the National Geodetic Survey in June 1991..
 AE0447
 AE0447.The geoid height was determined by GEOID03.
 AE0447
 AE0447.The dynamic height is computed by dividing the NAVD 88
 AE0447.geopotential number by the normal gravity value computed on the
 AE0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0447.degrees latitude (g = 980.6199 gals.).
 AE0447
 AE0447.The modeled gravity was interpolated from observed gravity values.
 AE0447
 AE0447;                    North         East    Units  Estimated Accuracy
 AE0447;SPC TX S     - 5,083,060.      336,580.      MT  (+/- 180 meters Scaled)
 AE0447
 AE0447                          SUPERSEDED SURVEY CONTROL
 AE0447
 AE0447  NGVD 29 (??/??/92)   27.44   (m)           90.0    (f) COMPUTED    2 0
 AE0447
 AE0447.Superseded values are not recommended for survey control.
 AE0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0447.See file dsdata.txt to determine how the superseded data were derived.
 AE0447
 AE0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ864220(NAD 83)
 AE0447_MARKER: DB = BENCH MARK DISK
 AE0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0447_STAMPING: E 656 1942
 AE0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0447+STABILITY: SURFACE MOTION
 AE0447
 AE0447  HISTORY     - Date     Condition        Report By
 AE0447  HISTORY     - 1942     MONUMENTED       CGS
 AE0447  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0447
 AE0447                          STATION DESCRIPTION
 AE0447
 AE0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0447'9.2 MI NE FROM EDINBURG.
 AE0447'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED NORTHERLY
 AE0447'9. MILES ALONG U.S. HIGHWAY NO. 281, THENCE EASTERLY 0.2 MILE ALONG
 AE0447'DIRT ROAD PAST GULF STATES RECYCLING COMPANY (SAN SALVADOR PLANT) TO
 AE0447'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE EAST OF
 AE0447'RAILROAD TRACK, ABOUT 600 FEET NORTHEAST OF FRAME FARM HOUSE AND 18
 AE0447'FEET NORTH OF AND ABOUT 0.8 FOOT ABOVE THE CENTER LINE OF ROAD.  IT IS
 AE0447'2. FEET NORTH OF ROAD FENCE AND 3. FEET WEST OF A 4X4-INCH WOODEN
 AE0447'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0447
 AE0447                          STATION RECOVERY (1962)
 AE0447
 AE0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0431 ***********************************************************************
 AE0431  DESIGNATION -  E 657
 AE0431  PID         -  AE0431
 AE0431  STATE/COUNTY-  TX/HIDALGO
 AE0431  USGS QUAD   -  LA BLANCA (1982)
 AE0431
 AE0431                         *CURRENT SURVEY CONTROL
 AE0431  ___________________________________________________________________
 AE0431* NAD 83(1986)-  26 17 52.     (N)    098 03 50.     (W)     SCALED    
 AE0431* NAVD 88     -        22.558  (meters)      74.01   (feet)  ADJUSTED  
 AE0431  ___________________________________________________________________
 AE0431  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AE0431  DYNAMIC HT  -          22.521 (meters)      73.89  (feet)  COMP
 AE0431  MODELED GRAV-     979,012.8   (mgal)                       NAVD 88
 AE0431
 AE0431  VERT ORDER  -  SECOND    CLASS 0
 AE0431
 AE0431.The horizontal coordinates were scaled from a topographic map and have
 AE0431.an estimated accuracy of +/- 6 seconds.
 AE0431
 AE0431.The orthometric height was determined by differential leveling
 AE0431.and adjusted by the National Geodetic Survey in June 1991..
 AE0431
 AE0431.The geoid height was determined by GEOID03.
 AE0431
 AE0431.The dynamic height is computed by dividing the NAVD 88
 AE0431.geopotential number by the normal gravity value computed on the
 AE0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0431.degrees latitude (g = 980.6199 gals.).
 AE0431
 AE0431.The modeled gravity was interpolated from observed gravity values.
 AE0431
 AE0431;                    North         East    Units  Estimated Accuracy
 AE0431;SPC TX S     - 5,070,000.      343,550.      MT  (+/- 180 meters Scaled)
 AE0431
 AE0431                          SUPERSEDED SURVEY CONTROL
 AE0431
 AE0431  NGVD 29 (??/??/92)   22.669  (m)           74.37   (f) ADJ UNCH    2 0
 AE0431
 AE0431.Superseded values are not recommended for survey control.
 AE0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0431.See file dsdata.txt to determine how the superseded data were derived.
 AE0431
 AE0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ934090(NAD 83)
 AE0431_MARKER: DB = BENCH MARK DISK
 AE0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0431_STAMPING: E 657 1942
 AE0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0431+STABILITY: SURFACE MOTION
 AE0431
 AE0431  HISTORY     - Date     Condition        Report By
 AE0431  HISTORY     - 1942     MONUMENTED       CGS
 AE0431  HISTORY     - 1961     MARK NOT FOUND   NGS
 AE0431  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AE0431
 AE0431                          STATION DESCRIPTION
 AE0431
 AE0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0431'6.7 MI NE FROM EDINBURG.
 AE0431'TO REACH FROM THE HIDALGO COUNTY COURTHOUSE AT EDINBURG.  PROCEED 0.7
 AE0431'MILE NORTHERLY ALONG U. S. HIGHWAY NO. 281 TO SOUTHERN PACIFIC
 AE0431'RAILROAD TRACKS, THENCE GO 6.0 MILES EASTERLY ALONG TRACKS TO SITE OF
 AE0431'BENCH MARK.  BENCH MARK IS 75.0 FEET SOUTH OF AND ACROSS TRACKS FROM
 AE0431'THE FOURTH POLE EAST OF MILE POST 149, ABOUT 0.4 MILE EAST OF THE SAN
 AE0431'CARLOS STATION, 42.0 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE
 AE0431'CENTERLINE OF THE TRACKS, 45.0 FEET WEST OF ROAD CROSSING, AND 3.0
 AE0431'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5
 AE0431'FOOT.  NOTE-- 1.9 MILES WEST OF THE STATION AT LA BLANCA.
 AE0431
 AE0431                          STATION RECOVERY (1961)
 AE0431
 AE0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AE0431'MARK NOT FOUND.
 AE0431
 AE0431                          STATION RECOVERY (2004)
 AE0431
 AE0431'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE0431'NOT FOUND.  RAIL ROAD HAS BEEN ABANDONED AND TRACKS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0699 ***********************************************************************
 AB0699  DESIGNATION -  E 658
 AB0699  PID         -  AB0699
 AB0699  STATE/COUNTY-  TX/HIDALGO
 AB0699  USGS QUAD   -  EDCOUCH (1980)
 AB0699
 AB0699                         *CURRENT SURVEY CONTROL
 AB0699  ___________________________________________________________________
 AB0699* NAD 83(1986)-  26 18 20.     (N)    097 52 49.     (W)     SCALED    
 AB0699* NAVD 88     -        15.291  (meters)      50.17   (feet)  ADJUSTED  
 AB0699  ___________________________________________________________________
 AB0699  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB0699  DYNAMIC HT  -          15.266 (meters)      50.09  (feet)  COMP
 AB0699  MODELED GRAV-     979,032.1   (mgal)                       NAVD 88
 AB0699
 AB0699  VERT ORDER  -  SECOND    CLASS 0
 AB0699
 AB0699.The horizontal coordinates were scaled from a topographic map and have
 AB0699.an estimated accuracy of +/- 6 seconds.
 AB0699
 AB0699.The orthometric height was determined by differential leveling
 AB0699.and adjusted by the National Geodetic Survey in June 1991..
 AB0699
 AB0699.The geoid height was determined by GEOID03.
 AB0699
 AB0699.The dynamic height is computed by dividing the NAVD 88
 AB0699.geopotential number by the normal gravity value computed on the
 AB0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0699.degrees latitude (g = 980.6199 gals.).
 AB0699
 AB0699.The modeled gravity was interpolated from observed gravity values.
 AB0699
 AB0699;                    North         East    Units  Estimated Accuracy
 AB0699;SPC TX S     - 5,070,940.      361,880.      MT  (+/- 180 meters Scaled)
 AB0699
 AB0699                          SUPERSEDED SURVEY CONTROL
 AB0699
 AB0699  NGVD 29 (??/??/92)   15.385  (m)           50.48   (f) ADJ UNCH    2 0
 AB0699
 AB0699.Superseded values are not recommended for survey control.
 AB0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0699.See file dsdata.txt to determine how the superseded data were derived.
 AB0699
 AB0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ117100(NAD 83)
 AB0699_MARKER: DB = BENCH MARK DISK
 AB0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0699_STAMPING: E 658 1942
 AB0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0699+STABILITY: SURFACE MOTION
 AB0699
 AB0699  HISTORY     - Date     Condition        Report By
 AB0699  HISTORY     - 1942     MONUMENTED       CGS
 AB0699  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0699
 AB0699                          STATION DESCRIPTION
 AB0699
 AB0699'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0699'3.6 MI NW FROM SANTA ROSA.
 AB0699'3.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AB0699'STATION AT SANTA ROSA, HIDALGO COUNTY, THENCE ABOUT 1.8 MILES NORTH
 AB0699'ALONG A RANCH ROAD.  ABOUT 0.2 MILE NORTH OF A RANCH HOUSE, 6 FEET
 AB0699'EAST OF THE ROAD, 1 FOOT EAST OF A FENCE, 3 FEET SOUTH OF A WHITE
 AB0699'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK,
 AB0699'STAMPED E 658 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0699'ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0014 ***********************************************************************
 BZ0014  DESIGNATION -  E 66
 BZ0014  PID         -  BZ0014
 BZ0014  STATE/COUNTY-  TX/LIMESTONE
 BZ0014  USGS QUAD   -  FALLON (1982)
 BZ0014
 BZ0014                         *CURRENT SURVEY CONTROL
 BZ0014  ___________________________________________________________________
 BZ0014* NAD 83(1986)-  31 35 28.     (N)    096 24 57.     (W)     SCALED    
 BZ0014* NAVD 88     -       149.347  (meters)     489.98   (feet)  ADJUSTED  
 BZ0014  ___________________________________________________________________
 BZ0014  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 BZ0014  DYNAMIC HT  -         149.168 (meters)     489.40  (feet)  COMP
 BZ0014  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 BZ0014
 BZ0014  VERT ORDER  -  FIRST     CLASS II
 BZ0014
 BZ0014.The horizontal coordinates were scaled from a topographic map and have
 BZ0014.an estimated accuracy of +/- 6 seconds.
 BZ0014
 BZ0014.The orthometric height was determined by differential leveling
 BZ0014.and adjusted by the National Geodetic Survey in June 1991..
 BZ0014
 BZ0014.The geoid height was determined by GEOID03.
 BZ0014
 BZ0014.The dynamic height is computed by dividing the NAVD 88
 BZ0014.geopotential number by the normal gravity value computed on the
 BZ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0014.degrees latitude (g = 980.6199 gals.).
 BZ0014
 BZ0014.The modeled gravity was interpolated from observed gravity values.
 BZ0014
 BZ0014;                    North         East    Units  Estimated Accuracy
 BZ0014;SPC TX C     - 3,219,890.    1,071,710.      MT  (+/- 180 meters Scaled)
 BZ0014
 BZ0014                          SUPERSEDED SURVEY CONTROL
 BZ0014
 BZ0014  NGVD 29 (??/??/92)  149.325  (m)          489.91   (f) ADJ UNCH    1 2
 BZ0014
 BZ0014.Superseded values are not recommended for survey control.
 BZ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0014.See file dsdata.txt to determine how the superseded data were derived.
 BZ0014
 BZ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV452980(NAD 83)
 BZ0014_MARKER: DB = BENCH MARK DISK
 BZ0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0014_SP_SET: CULVERT
 BZ0014_STAMPING: E 66 1919
 BZ0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0014
 BZ0014  HISTORY     - Date     Condition        Report By
 BZ0014  HISTORY     - 1919     MONUMENTED       CGS
 BZ0014  HISTORY     - 1952     GOOD             NGS
 BZ0014  HISTORY     - 1980     GOOD             NGS
 BZ0014
 BZ0014                          STATION DESCRIPTION
 BZ0014
 BZ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0014'2.7 MI SE FROM SHILOH.
 BZ0014'2.7 MILES SOUTHEAST ALONG FARM ROAD 39 FROM ITS JUNCTION WITH A
 BZ0014'GRAVELED ROAD AT SHILOH, 0.1 MILE SOUTHEAST OF A PRIVATE DRIVEWAY
 BZ0014'LEADING SOUTHWEST TO A FARMHOUSE, 242 FEET SOUTHEAST OF THE CENTER OF
 BZ0014'THE JUNCTION WITH A ROAD LEADING NORTH, 14 FEET NORTHEAST OF THE
 BZ0014'CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF THE NORTHWEST END OF
 BZ0014'THE NORTHEAST HEADWALL OF A CONCRETE ARCH CULVERT.
 BZ0014
 BZ0014                          STATION RECOVERY (1980)
 BZ0014
 BZ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0014'13.3 KM. (8.25 MI.) SOUTHEAST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0014'U.S. HIGHWAY 84 IN MEXIA, 0.15 KM. (0.1 MI.) SOUTHEAST OF A PRIVATE
 BZ0014'DRIVEWAY LEADING TO A FARMHOUSE, IN THE NORTHWEST END OF THE NORTHEAST
 BZ0014'HEADWALL OF A CONCRETE CULVERT UNDER THE FARM ROAD, 73.8 M. (242 FT.)
 BZ0014'SOUTHEAST OF THE CENTERLINE OF A ROAD LEADING NORTH, 4.3 M. (14.0 FT.)
 BZ0014'NORTHEAST OF THE CENTERLINE OF THE FARM ROAD.
 BZ0014'THE MARK IS ABOVE LEVEL WITH FARM ROAD 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0506 ***********************************************************************
 BL0506  DESIGNATION -  E 663
 BL0506  PID         -  BL0506
 BL0506  STATE/COUNTY-  TX/LIBERTY
 BL0506  USGS QUAD   -  LIBERTY (1984)
 BL0506
 BL0506                         *CURRENT SURVEY CONTROL
 BL0506  ___________________________________________________________________
 BL0506* NAD 83(1986)-  30 01 22.     (N)    094 46 37.     (W)     SCALED    
 BL0506* NAVD 88     -         9.73   (+/-2cm)      31.9    (feet)  VERTCON   
 BL0506  ___________________________________________________________________
 BL0506  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0506
 BL0506  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0506
 BL0506.The horizontal coordinates were scaled from a topographic map and have
 BL0506.an estimated accuracy of +/- 6 seconds.
 BL0506
 BL0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0506.The vertical order pertains to the NGVD 29 superseded value.
 BL0506
 BL0506.The geoid height was determined by GEOID03.
 BL0506
 BL0506;                    North         East    Units  Estimated Accuracy
 BL0506;SPC TX C     - 3,052,860.    1,235,780.      MT  (+/- 180 meters Scaled)
 BL0506
 BL0506                          SUPERSEDED SURVEY CONTROL
 BL0506
 BL0506  NGVD 29 (??/??/92)    9.738  (m)           31.95   (f) ADJ UNCH    1 2
 BL0506
 BL0506.Superseded values are not recommended for survey control.
 BL0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0506.See file dsdata.txt to determine how the superseded data were derived.
 BL0506
 BL0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP286226(NAD 83)
 BL0506_MARKER: DB = BENCH MARK DISK
 BL0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0506_SP_SET: CULVERT
 BL0506_STAMPING: E 663 1942
 BL0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0506
 BL0506  HISTORY     - Date     Condition        Report By
 BL0506  HISTORY     - 1942     MONUMENTED       CGS
 BL0506  HISTORY     - 1959     GOOD             NGS
 BL0506  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 BL0506  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BL0506
 BL0506                          STATION DESCRIPTION
 BL0506
 BL0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL0506'3.45 MI SE FROM LIBERTY.
 BL0506'ABOUT 0.8 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE TEXAS AND NEW
 BL0506'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 2.65 MILES SOUTHEAST
 BL0506'ALONG FARM ROAD 563, 19 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BL0506'AT THE FOOT OF A SMALL GRADE AND ON THE OUTSIDE OF A SMALL CURVE, IN
 BL0506'THE TOP AND CENTER OF THE WEST HEAD WALL OF A CONCRETE CULVERT, AND
 BL0506'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 BL0506
 BL0506                          STATION RECOVERY (1996)
 BL0506
 BL0506'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0506'MARK NOT FOUND.
 BL0506
 BL0506                          STATION RECOVERY (2003)
 BL0506
 BL0506'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2334 ***********************************************************************
 BL2334  DESIGNATION -  E 663 RESET
 BL2334  PID         -  BL2334
 BL2334  STATE/COUNTY-  TX/LIBERTY
 BL2334  USGS QUAD   -  LIBERTY (1984)
 BL2334
 BL2334                         *CURRENT SURVEY CONTROL
 BL2334  ___________________________________________________________________
 BL2334* NAD 83(1986)-  30 01 22.     (N)    094 46 37.     (W)     SCALED    
 BL2334* NAVD 88     -         9.24   (+/-2cm)      30.3    (feet)  VERTCON   
 BL2334  ___________________________________________________________________
 BL2334  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL2334
 BL2334  VERT ORDER  -  THIRD (See Below)
 BL2334
 BL2334.The horizontal coordinates were scaled from a topographic map and have
 BL2334.an estimated accuracy of +/- 6 seconds.
 BL2334
 BL2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2334.The vertical order pertains to the NGVD 29 superseded value.
 BL2334
 BL2334.The geoid height was determined by GEOID03.
 BL2334
 BL2334;                    North         East    Units  Estimated Accuracy
 BL2334;SPC TX C     - 3,052,860.    1,235,780.      MT  (+/- 180 meters Scaled)
 BL2334
 BL2334                          SUPERSEDED SURVEY CONTROL
 BL2334
 BL2334  NGVD 29 (01/29/03)    9.25   (m)           30.3    (f) RESET       3  
 BL2334
 BL2334.Superseded values are not recommended for survey control.
 BL2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2334.See file dsdata.txt to determine how the superseded data were derived.
 BL2334
 BL2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP286226(NAD 83)
 BL2334_MARKER: DB = BENCH MARK DISK
 BL2334_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2334_SP_SET: CULVERT
 BL2334_STAMPING: E 663 RESET 1980
 BL2334_MARK LOGO: NGS   
 BL2334_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2334+STABILITY: SURFACE MOTION
 BL2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2334+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 BL2334
 BL2334  HISTORY     - Date     Condition        Report By
 BL2334  HISTORY     - 1980     MONUMENTED       TXHD
 BL2334  HISTORY     - 19960815 GOOD             USPSQD
 BL2334  HISTORY     - 20031004 GOOD             USPSQD
 BL2334  HISTORY     - 20050306 GOOD             USPSQD
 BL2334
 BL2334                          STATION DESCRIPTION
 BL2334
 BL2334'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1980
 BL2334'ABOUT 0.8 MI (1.3 KM) EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND
 BL2334'NEW ORLEANS RAILROAD STATION IN LIBERTY, THENCE ABOUT 2.65 MI
 BL2334'(4.26 KM) SOUTHEAST ALONG FARM ROAD 563, 25.0 FT (7.6 M) WEST OF THE
 BL2334'CENTER LINE OF THE ROAD, 0.4 MI (0.6 KM) SOUTH.
 BL2334
 BL2334                          STATION RECOVERY (1996)
 BL2334
 BL2334'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2334'RECOVERED IN GOOD CONDITION.
 BL2334
 BL2334                          STATION RECOVERY (2003)
 BL2334
 BL2334'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL2334'RECOVERED IN GOOD CONDITION.
 BL2334
 BL2334                          STATION RECOVERY (2005)
 BL2334
 BL2334'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3081 ***********************************************************************
 AW3081  DESIGNATION -  E 664
 AW3081  PID         -  AW3081
 AW3081  STATE/COUNTY-  TX/LIBERTY
 AW3081  USGS QUAD   -  MOSS BLUFF (1993)
 AW3081
 AW3081                         *CURRENT SURVEY CONTROL
 AW3081  ___________________________________________________________________
 AW3081* NAD 83(1986)-  29 55 51.     (N)    094 45 02.     (W)     SCALED    
 AW3081* NAVD 88     -         7.83   (+/-2cm)      25.7    (feet)  VERTCON   
 AW3081  ___________________________________________________________________
 AW3081  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW3081
 AW3081  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3081
 AW3081.The horizontal coordinates were scaled from a topographic map and have
 AW3081.an estimated accuracy of +/- 6 seconds.
 AW3081
 AW3081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3081.The vertical order pertains to the NGVD 29 superseded value.
 AW3081
 AW3081.The geoid height was determined by GEOID03.
 AW3081
 AW3081;                    North         East    Units  Estimated Accuracy
 AW3081;SPC TX C     - 3,042,810.    1,238,840.      MT  (+/- 180 meters Scaled)
 AW3081
 AW3081                          SUPERSEDED SURVEY CONTROL
 AW3081
 AW3081  NGVD 29 (??/??/92)    7.829  (m)           25.69   (f) ADJ UNCH    1 2
 AW3081
 AW3081.Superseded values are not recommended for survey control.
 AW3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3081.See file dsdata.txt to determine how the superseded data were derived.
 AW3081
 AW3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP310124(NAD 83)
 AW3081_MARKER: DB = BENCH MARK DISK
 AW3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3081_STAMPING: E 664 1942
 AW3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3081+STABILITY: SURFACE MOTION
 AW3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3081+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3081
 AW3081  HISTORY     - Date     Condition        Report By
 AW3081  HISTORY     - 1942     MONUMENTED       CGS
 AW3081  HISTORY     - 1959     GOOD             NGS
 AW3081  HISTORY     - 20050515 GOOD             USPSQD
 AW3081
 AW3081                          STATION DESCRIPTION
 AW3081
 AW3081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3081'14.1 MI SE FROM LIBERTY.
 AW3081'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3081'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 10.15 MILES
 AW3081'SOUTHEAST ALONG FARM ROAD 563, THENCE ABOUT 3.15 MILES WEST ALONG A
 AW3081'SHELL ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.25
 AW3081'MILE WEST OF A CURVE IN THE ROAD, ABOUT 0.2 MILE WEST OF AN OLD
 AW3081'FARMHOUSE, 182 FEET WEST OF A 24-INCH CONCRETE CULVERT, 32 1/2 FEET
 AW3081'EAST OF A 24-INCH PECAN TREE, 1 FOOT NORTH OF A FENCE, ABOUT 0.1 MILE
 AW3081'EAST OF A SHARP TURN IN THE ROAD, 1.8 FEET NORTH OF A METAL WITNESS
 AW3081'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 AW3081'PROJECTING 4 INCHES.
 AW3081
 AW3081                          STATION RECOVERY (2005)
 AW3081
 AW3081'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1233 ***********************************************************************
 BL1233  DESIGNATION -  E 666
 BL1233  PID         -  BL1233
 BL1233  STATE/COUNTY-  TX/HARRIS
 BL1233  USGS QUAD   -  MAEDAN (1982)
 BL1233
 BL1233                         *CURRENT SURVEY CONTROL
 BL1233  ___________________________________________________________________
 BL1233* NAD 83(1986)-  30 01 08.     (N)    095 22 16.     (W)     SCALED    
 BL1233* NAVD 88     -        27.953  (meters)      91.71   (feet)  ADJUSTED  
 BL1233  ___________________________________________________________________
 BL1233  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BL1233  DYNAMIC HT  -          27.915 (meters)      91.58  (feet)  COMP
 BL1233  MODELED GRAV-     979,301.6   (mgal)                       NAVD 88
 BL1233
 BL1233  VERT ORDER  -  FIRST     CLASS II
 BL1233
 BL1233.The horizontal coordinates were scaled from a topographic map and have
 BL1233.an estimated accuracy of +/- 6 seconds.
 BL1233
 BL1233.The orthometric height was determined by differential leveling
 BL1233.and adjusted by the National Geodetic Survey in June 1991..
 BL1233
 BL1233.The geoid height was determined by GEOID03.
 BL1233
 BL1233.The dynamic height is computed by dividing the NAVD 88
 BL1233.geopotential number by the normal gravity value computed on the
 BL1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1233.degrees latitude (g = 980.6199 gals.).
 BL1233
 BL1233.The modeled gravity was interpolated from observed gravity values.
 BL1233
 BL1233;                    North         East    Units  Estimated Accuracy
 BL1233;SPC TXSC     - 4,247,650.      949,990.      MT  (+/- 180 meters Scaled)
 BL1233
 BL1233                          SUPERSEDED SURVEY CONTROL
 BL1233
 BL1233  NGVD 29 (12/23/87)   27.951  (m)           91.70   (f) ADJUSTED    1 2
 BL1233
 BL1233.Superseded values are not recommended for survey control.
 BL1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1233.See file dsdata.txt to determine how the superseded data were derived.
 BL1233
 BL1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP713232(NAD 83)
 BL1233_MARKER: DB = BENCH MARK DISK
 BL1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1233_SP_SET: CONCRETE POST
 BL1233_STAMPING: E 666 1942
 BL1233_MARK LOGO: CGS   
 BL1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1233+STABILITY: SURFACE MOTION
 BL1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1233+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL1233
 BL1233  HISTORY     - Date     Condition        Report By
 BL1233  HISTORY     - 1942     MONUMENTED       CGS
 BL1233  HISTORY     - 1973     GOOD             NGS
 BL1233  HISTORY     - 1978     GOOD             NGS
 BL1233  HISTORY     - 1987     GOOD             NGS
 BL1233  HISTORY     - 19960615 GOOD             USPSQD
 BL1233  HISTORY     - 20040316 GOOD             USPSQD
 BL1233
 BL1233                          STATION DESCRIPTION
 BL1233
 BL1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1233'1.9 MI E FROM WESTFIELD.
 BL1233'ABOUT 0.5 MILES EAST ALONG WESTFIELD LOOP ROAD FROM THE CHURCH OF
 BL1233'CHRIST AT WESTFIELD, 0.4 MILES EAST ALONG THE HUMBLE WESTFIELD ROAD,
 BL1233'THENCE 1.0 MILE EAST ALONG FM 1960, 48 FEET NORTH OF THE CENTER LINE
 BL1233'OF FM 1960 14 FEET WEST OF A PRIVATE DRIVE LEADING TO THE NORTH, 14
 BL1233'1/2 FEET EAST OF A 21 IN. LIVE OAK TREE, 45 FEET SOUTHEAST OF THE
 BL1233'SOUTHEAST CORNER OF A WHITE 1 STORY FRAME HOUSE NO. 3631, 5 FEET WEST
 BL1233'OF A POWER POLE.  A NGS DISK ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BL1233'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET.
 BL1233
 BL1233                          STATION RECOVERY (1978)
 BL1233
 BL1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1233'RECOVERED IN GOOD CONDITION.
 BL1233
 BL1233                          STATION RECOVERY (1987)
 BL1233
 BL1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1233'RECOVERED IN GOOD CONDITION.
 BL1233
 BL1233                          STATION RECOVERY (1996)
 BL1233
 BL1233'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1233'RECOVERED IN GOOD CONDITION.
 BL1233
 BL1233                          STATION RECOVERY (2004)
 BL1233
 BL1233'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2045 ***********************************************************************
 BY2045  DESIGNATION -  E 67
 BY2045  PID         -  BY2045
 BY2045  STATE/COUNTY-  TX/ANDERSON
 BY2045  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2045
 BY2045                         *CURRENT SURVEY CONTROL
 BY2045  ___________________________________________________________________
 BY2045* NAD 83(1986)-  31 41 07.     (N)    095 44 11.     (W)     SCALED    
 BY2045* NAVD 88     -        92.848  (meters)     304.62   (feet)  ADJUSTED  
 BY2045  ___________________________________________________________________
 BY2045  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BY2045  DYNAMIC HT  -          92.735 (meters)     304.25  (feet)  COMP
 BY2045  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 BY2045
 BY2045  VERT ORDER  -  FIRST     CLASS II
 BY2045
 BY2045.The horizontal coordinates were scaled from a topographic map and have
 BY2045.an estimated accuracy of +/- 6 seconds.
 BY2045
 BY2045.The orthometric height was determined by differential leveling
 BY2045.and adjusted by the National Geodetic Survey in June 1991..
 BY2045
 BY2045.The geoid height was determined by GEOID03.
 BY2045
 BY2045.The dynamic height is computed by dividing the NAVD 88
 BY2045.geopotential number by the normal gravity value computed on the
 BY2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2045.degrees latitude (g = 980.6199 gals.).
 BY2045
 BY2045.The modeled gravity was interpolated from observed gravity values.
 BY2045
 BY2045;                    North         East    Units  Estimated Accuracy
 BY2045;SPC TX C     - 3,232,780.    1,135,710.      MT  (+/- 180 meters Scaled)
 BY2045
 BY2045                          SUPERSEDED SURVEY CONTROL
 BY2045
 BY2045  NGVD 29 (??/??/92)   92.823  (m)          304.54   (f) ADJ UNCH    1 2
 BY2045
 BY2045.Superseded values are not recommended for survey control.
 BY2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2045.See file dsdata.txt to determine how the superseded data were derived.
 BY2045
 BY2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR406088(NAD 83)
 BY2045_MARKER: DB = BENCH MARK DISK
 BY2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2045_STAMPING: E 67 1929 ELEV 304.622
 BY2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2045+STABILITY: SURFACE MOTION
 BY2045
 BY2045  HISTORY     - Date     Condition        Report By
 BY2045  HISTORY     - 1929     MONUMENTED       CGS
 BY2045  HISTORY     - 1952     GOOD             NGS
 BY2045  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2045
 BY2045                          STATION DESCRIPTION
 BY2045
 BY2045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2045'8.1 MI SE FROM PALESTINE.
 BY2045'0.75 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2045'RAILROAD FROM THE STATION AT PALESTINE, THENCE 7.35 MILES SOUTHWEST
 BY2045'ALONG U.S. HIGHWAYS 79 AND 84, 175 YARDS SOUTHEAST OF THE HIGHWAY, 200
 BY2045'FEET NORTHEAST OF THE STATION SIGN AT TUCKER, 44.6 FEET SOUTHEAST OF
 BY2045'THE SOUTHEAST RAIL OF THE MAIN TRACK OF THE INTERNATIONAL AND GREAT
 BY2045'NORTHERN RAILROAD, 12 FEET SOUTHWEST OF A FENCE CORNER, 1 1/2 POLES
 BY2045'SOUTHWEST OF MILEPOST 8-10, 65 FEET SOUTHEAST OF THE CENTER LINE OF A
 BY2045'PRIVATE ROAD CROSSING, 3 FEET NORTHWEST OF A FENCE, 3 FEET NORTHEAST
 BY2045'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY2045'0.9 FOOT ABOVE THE GROUND.
 BY2045
 BY2045                          STATION RECOVERY (1980)
 BY2045
 BY2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1026 ***********************************************************************
 AB1026  DESIGNATION -  E 670
 AB1026  PID         -  AB1026
 AB1026  STATE/COUNTY-  TX/KENEDY
 AB1026  USGS QUAD   -  SALTILLO WELL (1975)
 AB1026
 AB1026                         *CURRENT SURVEY CONTROL
 AB1026  ___________________________________________________________________
 AB1026* NAD 83(1986)-  26 46 48.     (N)    097 42 59.     (W)     SCALED    
 AB1026* NAVD 88     -         6.921  (meters)      22.71   (feet)  ADJUSTED  
 AB1026  ___________________________________________________________________
 AB1026  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AB1026  DYNAMIC HT  -           6.910 (meters)      22.67  (feet)  COMP
 AB1026  MODELED GRAV-     979,071.3   (mgal)                       NAVD 88
 AB1026
 AB1026  VERT ORDER  -  SECOND    CLASS 0
 AB1026
 AB1026.The horizontal coordinates were scaled from a topographic map and have
 AB1026.an estimated accuracy of +/- 6 seconds.
 AB1026
 AB1026.The orthometric height was determined by differential leveling
 AB1026.and adjusted by the National Geodetic Survey in June 1991..
 AB1026
 AB1026.The geoid height was determined by GEOID03.
 AB1026
 AB1026.The dynamic height is computed by dividing the NAVD 88
 AB1026.geopotential number by the normal gravity value computed on the
 AB1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1026.degrees latitude (g = 980.6199 gals.).
 AB1026
 AB1026.The modeled gravity was interpolated from observed gravity values.
 AB1026
 AB1026;                    North         East    Units  Estimated Accuracy
 AB1026;SPC TX S     - 5,123,590.      377,920.      MT  (+/- 180 meters Scaled)
 AB1026
 AB1026                          SUPERSEDED SURVEY CONTROL
 AB1026
 AB1026  NGVD 29 (??/??/92)    7.006  (m)           22.99   (f) ADJ UNCH    2 0
 AB1026
 AB1026.Superseded values are not recommended for survey control.
 AB1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1026.See file dsdata.txt to determine how the superseded data were derived.
 AB1026
 AB1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ276627(NAD 83)
 AB1026_MARKER: DB = BENCH MARK DISK
 AB1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1026_STAMPING: E 670 1942
 AB1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1026+STABILITY: SURFACE MOTION
 AB1026
 AB1026  HISTORY     - Date     Condition        Report By
 AB1026  HISTORY     - 1942     MONUMENTED       CGS
 AB1026
 AB1026                          STATION DESCRIPTION
 AB1026
 AB1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1026'4.1 MI E FROM NORIAS.
 AB1026'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORIAS, PROCEED
 AB1026'EASTERLY ON GRADED ROAD TO THE NORIAS RANCH HEADQUARTERS AND GO 4.1
 AB1026'MILES TO THE WEST SLOPE OF A LOW RIDGE AND SITE OF BENCH MARK. BENCH
 AB1026'MARK IS ABOUT 100.0 FEET WEST OF THE TOP OF THE RIDGE, 20.0 FEET NORTH
 AB1026'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD AND 3.0
 AB1026'FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.6
 AB1026'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0491 ***********************************************************************
 AB0491  DESIGNATION -  E 671
 AB0491  PID         -  AB0491
 AB0491  STATE/COUNTY-  TX/WILLACY
 AB0491  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0491
 AB0491                         *CURRENT SURVEY CONTROL
 AB0491  ___________________________________________________________________
 AB0491* NAD 83(1986)-  26 28 56.     (N)    097 42 57.     (W)     SCALED    
 AB0491* NAVD 88     -         9.223  (meters)      30.26   (feet)  ADJUSTED  
 AB0491  ___________________________________________________________________
 AB0491  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 AB0491  DYNAMIC HT  -           9.209 (meters)      30.21  (feet)  COMP
 AB0491  MODELED GRAV-     979,050.9   (mgal)                       NAVD 88
 AB0491
 AB0491  VERT ORDER  -  SECOND    CLASS 0
 AB0491
 AB0491.The horizontal coordinates were scaled from a topographic map and have
 AB0491.an estimated accuracy of +/- 6 seconds.
 AB0491
 AB0491.The orthometric height was determined by differential leveling
 AB0491.and adjusted by the National Geodetic Survey in June 1991..
 AB0491
 AB0491.The geoid height was determined by GEOID03.
 AB0491
 AB0491.The dynamic height is computed by dividing the NAVD 88
 AB0491.geopotential number by the normal gravity value computed on the
 AB0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0491.degrees latitude (g = 980.6199 gals.).
 AB0491
 AB0491.The modeled gravity was interpolated from observed gravity values.
 AB0491
 AB0491;                    North         East    Units  Estimated Accuracy
 AB0491;SPC TX S     - 5,090,600.      378,180.      MT  (+/- 180 meters Scaled)
 AB0491
 AB0491                          SUPERSEDED SURVEY CONTROL
 AB0491
 AB0491  NGVD 29 (??/??/92)    9.281  (m)           30.45   (f) ADJ UNCH    2 0
 AB0491
 AB0491.Superseded values are not recommended for survey control.
 AB0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0491.See file dsdata.txt to determine how the superseded data were derived.
 AB0491
 AB0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ279297(NAD 83)
 AB0491_MARKER: DB = BENCH MARK DISK
 AB0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0491_SP_SET: CULVERT
 AB0491_STAMPING: E 671 1942
 AB0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0491
 AB0491  HISTORY     - Date     Condition        Report By
 AB0491  HISTORY     - 1942     MONUMENTED       CGS
 AB0491  HISTORY     - 1964     GOOD             NGS
 AB0491  HISTORY     - 1987     GOOD             USPSQD
 AB0491  HISTORY     - 1988     GOOD             USPSQD
 AB0491  HISTORY     - 1988     GOOD             USPSQD
 AB0491
 AB0491                          STATION DESCRIPTION
 AB0491
 AB0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AB0491'4.1 MI E FROM RAYMONDVILLE.
 AB0491'4.1 MILES EAST ALONG STATE HIGHWAY 186 FROM THE MISSOURI PACIFIC
 AB0491'RAILROAD STATION AT RAYMONDVILLE, WILLACY COUNTY, AT A CONCRETE LINED
 AB0491'IRRIGATION DITCH, 87 FEET SOUTH OF AND ABOUT 2 FEET HIGHER THAN THE
 AB0491'CENTER LINE OF THE HIGHWAY, AT A CONCRETE CULVERT WHICH CARRIES THE
 AB0491'DITCH UNDER THE HIGHWAY, AND IN THE TOP OF THE SOUTH HEAD WALL.  A
 AB0491'STANDARD DISK, STAMPED E 671 1942.
 AB0491
 AB0491                          STATION RECOVERY (1987)
 AB0491
 AB0491'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0491'RECOVERED IN GOOD CONDITION.
 AB0491
 AB0491                          STATION RECOVERY (1988)
 AB0491
 AB0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEC)
 AB0491'RECOVERED IN GOOD CONDITION.
 AB0491
 AB0491                          STATION RECOVERY (1988)
 AB0491
 AB0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1062 ***********************************************************************
 AB1062  DESIGNATION -  E 672
 AB1062  PID         -  AB1062
 AB1062  STATE/COUNTY-  TX/KENEDY
 AB1062  USGS QUAD   -  SALTILLO WELL (1975)
 AB1062
 AB1062                         *CURRENT SURVEY CONTROL
 AB1062  ___________________________________________________________________
 AB1062* NAD 83(1986)-  26 46 26.     (N)    097 38 08.     (W)     SCALED    
 AB1062* NAVD 88     -         7.388  (meters)      24.24   (feet)  ADJUSTED  
 AB1062  ___________________________________________________________________
 AB1062  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AB1062  DYNAMIC HT  -           7.377 (meters)      24.20  (feet)  COMP
 AB1062  MODELED GRAV-     979,076.4   (mgal)                       NAVD 88
 AB1062
 AB1062  VERT ORDER  -  SECOND    CLASS 0
 AB1062
 AB1062.The horizontal coordinates were scaled from a topographic map and have
 AB1062.an estimated accuracy of +/- 6 seconds.
 AB1062
 AB1062.The orthometric height was determined by differential leveling
 AB1062.and adjusted by the National Geodetic Survey in June 1991..
 AB1062
 AB1062.The geoid height was determined by GEOID03.
 AB1062
 AB1062.The dynamic height is computed by dividing the NAVD 88
 AB1062.geopotential number by the normal gravity value computed on the
 AB1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1062.degrees latitude (g = 980.6199 gals.).
 AB1062
 AB1062.The modeled gravity was interpolated from observed gravity values.
 AB1062
 AB1062;                    North         East    Units  Estimated Accuracy
 AB1062;SPC TX S     - 5,122,970.      385,960.      MT  (+/- 180 meters Scaled)
 AB1062
 AB1062                          SUPERSEDED SURVEY CONTROL
 AB1062
 AB1062  NGVD 29 (??/??/92)    7.471  (m)           24.51   (f) ADJ UNCH    2 0
 AB1062
 AB1062.Superseded values are not recommended for survey control.
 AB1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1062.See file dsdata.txt to determine how the superseded data were derived.
 AB1062
 AB1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ356621(NAD 83)
 AB1062_MARKER: DB = BENCH MARK DISK
 AB1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1062_STAMPING: E 672 1942
 AB1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1062+STABILITY: SURFACE MOTION
 AB1062
 AB1062  HISTORY     - Date     Condition        Report By
 AB1062  HISTORY     - 1942     MONUMENTED       CGS
 AB1062
 AB1062                          STATION DESCRIPTION
 AB1062
 AB1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1062'5.4 MI NE FROM NORIAS RANCH.
 AB1062'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1062'TRACK ROAD AND GO 1.4 MILES TO A GATE AND FORK IN ROAD, PASS THROUGH
 AB1062'GATE AND TAKE LEFT FORK (ROAD TO SANTA CRUZ WINDMILL), CONTINUE
 AB1062'NORTHEASTERLY 4.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 14.0
 AB1062'FEET SOUTH OF AND ABOUT THE SAME ELEVATIOIN AS THE CENTERLINE OF THE
 AB1062'ROAD, AND 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1076 ***********************************************************************
 AB1076  DESIGNATION -  E 673
 AB1076  PID         -  AB1076
 AB1076  STATE/COUNTY-  TX/WILLACY
 AB1076  USGS QUAD   -  SAN PERLITA NORTH (1975)
 AB1076
 AB1076                         *CURRENT SURVEY CONTROL
 AB1076  ___________________________________________________________________
 AB1076* NAD 83(1986)-  26 35 04.     (N)    097 40 18.     (W)     SCALED    
 AB1076* NAVD 88     -         6.487  (meters)      21.28   (feet)  ADJUSTED  
 AB1076  ___________________________________________________________________
 AB1076  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AB1076  DYNAMIC HT  -           6.477 (meters)      21.25  (feet)  COMP
 AB1076  MODELED GRAV-     979,061.2   (mgal)                       NAVD 88
 AB1076
 AB1076  VERT ORDER  -  SECOND    CLASS 0
 AB1076
 AB1076.The horizontal coordinates were scaled from a topographic map and have
 AB1076.an estimated accuracy of +/- 6 seconds.
 AB1076
 AB1076.The orthometric height was determined by differential leveling
 AB1076.and adjusted by the National Geodetic Survey in June 1991..
 AB1076
 AB1076.The geoid height was determined by GEOID03.
 AB1076
 AB1076.The dynamic height is computed by dividing the NAVD 88
 AB1076.geopotential number by the normal gravity value computed on the
 AB1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1076.degrees latitude (g = 980.6199 gals.).
 AB1076
 AB1076.The modeled gravity was interpolated from observed gravity values.
 AB1076
 AB1076;                    North         East    Units  Estimated Accuracy
 AB1076;SPC TX S     - 5,101,950.      382,510.      MT  (+/- 180 meters Scaled)
 AB1076
 AB1076                          SUPERSEDED SURVEY CONTROL
 AB1076
 AB1076  NGVD 29 (??/??/92)    6.557  (m)           21.51   (f) ADJ UNCH    2 0
 AB1076
 AB1076.Superseded values are not recommended for survey control.
 AB1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1076.See file dsdata.txt to determine how the superseded data were derived.
 AB1076
 AB1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ322410(NAD 83)
 AB1076_MARKER: DB = BENCH MARK DISK
 AB1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1076_STAMPING: E 673 1942
 AB1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1076+STABILITY: SURFACE MOTION
 AB1076
 AB1076  HISTORY     - Date     Condition        Report By
 AB1076  HISTORY     - 1942     MONUMENTED       CGS
 AB1076  HISTORY     - 1956     GOOD             USGS
 AB1076
 AB1076                          STATION DESCRIPTION
 AB1076
 AB1076'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1076'4.0 MI N FROM SAUZ RANCH.
 AB1076'EL SAUZ RANCH, 6.8 MILES NORTH ALONG MAIN ROAD TO A ROAD JUNCTION,
 AB1076'THEN CONTINUE NORTH ALONG ROAD FOR 0.4 MILE TO THE OLD COUNTY LINE,
 AB1076'THEN WEST ALONG OLD COUNTY LINE FOR 5.1 MILES FENCE MARKING WEST
 AB1076'BOUNDARY OF EL SAUZ RANCH, THEN NORTH ALONG FENCE FOR 0.4 MILE. BENCH
 AB1076'MARK IS 1.5 FEET EAST OF THE FENCE END, AND 40 FEET NORTH OF A TRAIL
 AB1076'JUNCTION TO THE SOUTHEAST, AND IS SET IN THE TOP OF A CONCRETE POST,
 AB1076'PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0539 ***********************************************************************
 AB0539  DESIGNATION -  E 674 RESET 1950
 AB0539  PID         -  AB0539
 AB0539  STATE/COUNTY-  TX/WILLACY
 AB0539  USGS QUAD   -  PASO REAL (1980)
 AB0539
 AB0539                         *CURRENT SURVEY CONTROL
 AB0539  ___________________________________________________________________
 AB0539* NAD 83(1986)-  26 21 26.     (N)    097 36 49.     (W)     SCALED    
 AB0539* NAVD 88     -         6.621  (meters)      21.72   (feet)  ADJUSTED  
 AB0539  ___________________________________________________________________
 AB0539  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AB0539  DYNAMIC HT  -           6.611 (meters)      21.69  (feet)  COMP
 AB0539  MODELED GRAV-     979,051.6   (mgal)                       NAVD 88
 AB0539
 AB0539  VERT ORDER  -  FIRST     CLASS II
 AB0539
 AB0539.The horizontal coordinates were scaled from a topographic map and have
 AB0539.an estimated accuracy of +/- 6 seconds.
 AB0539
 AB0539.The orthometric height was determined by differential leveling
 AB0539.and adjusted by the National Geodetic Survey in June 1991..
 AB0539
 AB0539.The geoid height was determined by GEOID03.
 AB0539
 AB0539.The dynamic height is computed by dividing the NAVD 88
 AB0539.geopotential number by the normal gravity value computed on the
 AB0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0539.degrees latitude (g = 980.6199 gals.).
 AB0539
 AB0539.The modeled gravity was interpolated from observed gravity values.
 AB0539
 AB0539;                    North         East    Units  Estimated Accuracy
 AB0539;SPC TX S     - 5,076,820.      388,470.      MT  (+/- 180 meters Scaled)
 AB0539
 AB0539                          SUPERSEDED SURVEY CONTROL
 AB0539
 AB0539  NGVD 29 (??/??/92)    6.698  (m)           21.98   (f) ADJ UNCH    1 2
 AB0539
 AB0539.Superseded values are not recommended for survey control.
 AB0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0539.See file dsdata.txt to determine how the superseded data were derived.
 AB0539
 AB0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ383159(NAD 83)
 AB0539_MARKER: DB = BENCH MARK DISK
 AB0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0539_STAMPING: E 674 1942 RESET 1950
 AB0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0539+STABILITY: SURFACE MOTION
 AB0539
 AB0539  HISTORY     - Date     Condition        Report By
 AB0539  HISTORY     - 1950     MONUMENTED       CGS
 AB0539  HISTORY     - 1951     GOOD             NGS
 AB0539  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0539
 AB0539                          STATION DESCRIPTION
 AB0539
 AB0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0539'11.9 MI NE FROM SEBASTIAN.
 AB0539'0.9 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0539'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 11.0 MILES EAST ALONG
 AB0539'FARM ROAD 1018, 0.5 MILE WEST OF A CURVE IN THE ROAD, 0.25 MILE WEST
 AB0539'OF A SMALL FARMHOUSE, 37 FEET SOUTH OF THE CENTER LINE OF THE FARM
 AB0539'ROAD, 1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AB0539'POST WHICH IS FLUSH WITH THE GROUND.
 AB0539
 AB0539                          STATION RECOVERY (1987)
 AB0539
 AB0539'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0557 ***********************************************************************
 AB0557  DESIGNATION -  E 676 RESET 1958
 AB0557  PID         -  AB0557
 AB0557  STATE/COUNTY-  TX/CAMERON
 AB0557  USGS QUAD   -  WILLAMAR SW (1983)
 AB0557
 AB0557                         *CURRENT SURVEY CONTROL
 AB0557  ___________________________________________________________________
 AB0557* NAD 83(1986)-  26 18 20.     (N)    097 39 41.     (W)     SCALED    
 AB0557* NAVD 88     -         8.41   (meters)      27.6    (feet)  RESET     
 AB0557  ___________________________________________________________________
 AB0557  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AB0557
 AB0557  VERT ORDER  -  THIRD
 AB0557
 AB0557.The horizontal coordinates were scaled from a topographic map and have
 AB0557.an estimated accuracy of +/- 6 seconds.
 AB0557
 AB0557.The orthometric height was computed from unverified reset data.
 AB0557
 AB0557.The geoid height was determined by GEOID03.
 AB0557
 AB0557;                    North         East    Units  Estimated Accuracy
 AB0557;SPC TX S     - 5,071,060.      383,740.      MT  (+/- 180 meters Scaled)
 AB0557
 AB0557                          SUPERSEDED SURVEY CONTROL
 AB0557
 AB0557.No superseded survey control is available for this station.
 AB0557
 AB0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ336102(NAD 83)
 AB0557_MARKER: DB = BENCH MARK DISK
 AB0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0557_STAMPING: E 676 RESET 1958
 AB0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0557+STABILITY: SURFACE MOTION
 AB0557
 AB0557  HISTORY     - Date     Condition        Report By
 AB0557  HISTORY     - 1958     MONUMENTED       CGS
 AB0557  HISTORY     - 1959     GOOD             NGS
 AB0557  HISTORY     - 19910315 MARK NOT FOUND   USPSQD
 AB0557  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0557
 AB0557                          STATION DESCRIPTION
 AB0557
 AB0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AB0557'8.5 MI NE FROM COMBES.
 AB0557'A STANDARD DISK STAMPED E 676 RESET 1958 IN A CONCRETE POST PROJECTING
 AB0557'ABOUT 4 INCHES, 1 FOOT WEST OF THE WEST RIGHT-OF-WAY LINE OF FM ROAD
 AB0557'507, 4 FEET NORTHWEST OF A BRACED POWER POLE AND 4 FEET NORTHEAST OF A
 AB0557'GUY WIRE.  IT IS IN RANGE WITH THE NORTH SIDE OF A T ROAD LEADING EAST
 AB0557'AND IN THE EAST EDGE OF A CULTIVATED FIELD.  A STANDARD DISK IN A
 AB0557'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 AB0557
 AB0557                          STATION RECOVERY (1959)
 AB0557
 AB0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AB0557'RECOVERED IN GOOD CONDITION.
 AB0557
 AB0557                          STATION RECOVERY (1991)
 AB0557
 AB0557'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0557'MARK NOT FOUND.
 AB0557
 AB0557                          STATION RECOVERY (1993)
 AB0557
 AB0557'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0656 ***********************************************************************
 AB0656  DESIGNATION -  E 679
 AB0656  PID         -  AB0656
 AB0656  STATE/COUNTY-  TX/CAMERON
 AB0656  USGS QUAD   -  OLMITO (1983)
 AB0656
 AB0656                         *CURRENT SURVEY CONTROL
 AB0656  ___________________________________________________________________
 AB0656* NAD 83(1986)-  26 00 54.     (N)    097 31 01.     (W)     SCALED    
 AB0656* NAVD 88     -         6.824  (meters)      22.39   (feet)  ADJUSTED  
 AB0656  ___________________________________________________________________
 AB0656  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AB0656  DYNAMIC HT  -           6.813 (meters)      22.35  (feet)  COMP
 AB0656  MODELED GRAV-     979,033.7   (mgal)                       NAVD 88
 AB0656
 AB0656  VERT ORDER  -  FIRST     CLASS II
 AB0656
 AB0656.The horizontal coordinates were scaled from a topographic map and have
 AB0656.an estimated accuracy of +/- 6 seconds.
 AB0656
 AB0656.The orthometric height was determined by differential leveling
 AB0656.and adjusted by the National Geodetic Survey in June 1991..
 AB0656
 AB0656.The geoid height was determined by GEOID03.
 AB0656
 AB0656.The dynamic height is computed by dividing the NAVD 88
 AB0656.geopotential number by the normal gravity value computed on the
 AB0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0656.degrees latitude (g = 980.6199 gals.).
 AB0656
 AB0656.The modeled gravity was interpolated from observed gravity values.
 AB0656
 AB0656;                    North         East    Units  Estimated Accuracy
 AB0656;SPC TX S     - 5,038,980.      398,410.      MT  (+/- 180 meters Scaled)
 AB0656
 AB0656                          SUPERSEDED SURVEY CONTROL
 AB0656
 AB0656  NGVD 29 (??/??/92)    6.90   (m)           22.6    (f) COMPUTED    1 2
 AB0656
 AB0656.Superseded values are not recommended for survey control.
 AB0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0656.See file dsdata.txt to determine how the superseded data were derived.
 AB0656
 AB0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP484781(NAD 83)
 AB0656_MARKER: DB = BENCH MARK DISK
 AB0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0656_STAMPING: E 679 1942
 AB0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0656+STABILITY: SURFACE MOTION
 AB0656
 AB0656  HISTORY     - Date     Condition        Report By
 AB0656  HISTORY     - 1942     MONUMENTED       CGS
 AB0656  HISTORY     - 1943     GOOD             NGS
 AB0656  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0656  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0656
 AB0656                          STATION DESCRIPTION
 AB0656
 AB0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AB0656'1.2 MI SE FROM OLMITO.
 AB0656'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT OLMITO--
 AB0656'PROCEED 0.3 MILE SOUTHERLY ALONG U.S. HIGHWAY NO. 83 TO INTERSECTION
 AB0656'OF DIRT ROAD LEADING EAST.  THENCE, GO 0.9 MILE EASTERLY ALONG DIRT
 AB0656'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ON THE OUTSIDE OF A
 AB0656'SMALL CURVE, 66.0 FEET WEST OF A SMALL PIPE CULVERT, 35.0 FEET NORTH
 AB0656'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0
 AB0656'FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND ONE FOOT SOUTH OF
 AB0656'RIGHT-OF-WAY FENCE.  A DISK SET IN CONCRETE POST PROJECTING ABOUT 0.6
 AB0656'FOOT.
 AB0656
 AB0656                          STATION RECOVERY (1981)
 AB0656
 AB0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0656'NOT RECOVERED THIS DATE.
 AB0656
 AB0656                          STATION RECOVERY (1987)
 AB0656
 AB0656'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0477 ***********************************************************************
 AB0477  DESIGNATION -  E 680
 AB0477  PID         -  AB0477
 AB0477  STATE/COUNTY-  TX/CAMERON
 AB0477  USGS QUAD   -  OLMITO (1983)
 AB0477
 AB0477                         *CURRENT SURVEY CONTROL
 AB0477  ___________________________________________________________________
 AB0477* NAD 83(1986)-  26 01 23.     (N)    097 32 00.     (W)     SCALED    
 AB0477* NAVD 88     -         9.979  (meters)      32.74   (feet)  ADJUSTED  
 AB0477  ___________________________________________________________________
 AB0477  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 AB0477  DYNAMIC HT  -           9.963 (meters)      32.69  (feet)  COMP
 AB0477  MODELED GRAV-     979,032.5   (mgal)                       NAVD 88
 AB0477
 AB0477  VERT ORDER  -  FIRST     CLASS II
 AB0477
 AB0477.The horizontal coordinates were scaled from a topographic map and have
 AB0477.an estimated accuracy of +/- 6 seconds.
 AB0477
 AB0477.The orthometric height was determined by differential leveling
 AB0477.and adjusted by the National Geodetic Survey in June 1991..
 AB0477.WARNING-Repeat measurements at this control monument indicate possible
 AB0477.vertical movement.
 AB0477
 AB0477.The geoid height was determined by GEOID03.
 AB0477
 AB0477.The dynamic height is computed by dividing the NAVD 88
 AB0477.geopotential number by the normal gravity value computed on the
 AB0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0477.degrees latitude (g = 980.6199 gals.).
 AB0477
 AB0477.The modeled gravity was interpolated from observed gravity values.
 AB0477
 AB0477;                    North         East    Units  Estimated Accuracy
 AB0477;SPC TX S     - 5,039,860.      396,760.      MT  (+/- 180 meters Scaled)
 AB0477
 AB0477                          SUPERSEDED SURVEY CONTROL
 AB0477
 AB0477  NGVD 29 (??/??/92)   10.05   (m)           33.0    (f) COMPUTED    1 2
 AB0477
 AB0477.Superseded values are not recommended for survey control.
 AB0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0477.See file dsdata.txt to determine how the superseded data were derived.
 AB0477
 AB0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP467790(NAD 83)
 AB0477_MARKER: DB = BENCH MARK DISK
 AB0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0477_STAMPING: E 680 1942
 AB0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0477+STABILITY: SURFACE MOTION
 AB0477
 AB0477  HISTORY     - Date     Condition        Report By
 AB0477  HISTORY     - 1942     MONUMENTED       CGS
 AB0477  HISTORY     - 1951     GOOD             NGS
 AB0477  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0477  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0477  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0477
 AB0477                          STATION DESCRIPTION
 AB0477
 AB0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0477'IN OLMITO.
 AB0477'AT OLMITO, CAMERON COUNTY, AT THE SCHOOL, 49.5 FEET SOUTH OF THE SOUTH
 AB0477'ENTRANCE, 10 FEET SOUTH OF THE BASE OF THE FLAG POLE, BETWEEN THE
 AB0477'HALVES OF A DOUBLE CONCRETE WALK, AND 46 FEET NORTH OF THE CENTERLINE
 AB0477'OF A GRAVEL ROAD LEADING SOUTHWEST.  A STANDARD DISK, SET IN THE TOP
 AB0477'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AB0477
 AB0477                          STATION RECOVERY (1951)
 AB0477
 AB0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0477'RECOVERED IN GOOD CONDITION.
 AB0477
 AB0477                          STATION RECOVERY (1981)
 AB0477
 AB0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0477'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION OF A NEW SCHOOL.
 AB0477
 AB0477                          STATION RECOVERY (1987)
 AB0477
 AB0477'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0477'MARK NOT FOUND.
 AB0477
 AB0477                          STATION RECOVERY (1988)
 AB0477
 AB0477'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0824 ***********************************************************************
 AB0824  DESIGNATION -  E 681
 AB0824  PID         -  AB0824
 AB0824  STATE/COUNTY-  TX/CAMERON
 AB0824  USGS QUAD   -  HARLINGEN (1983)
 AB0824
 AB0824                         *CURRENT SURVEY CONTROL
 AB0824  ___________________________________________________________________
 AB0824* NAD 83(1986)-  26 08 20.     (N)    097 43 13.     (W)     SCALED    
 AB0824* NAVD 88     -        14.571  (meters)      47.80   (feet)  ADJUSTED  
 AB0824  ___________________________________________________________________
 AB0824  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0824  DYNAMIC HT  -          14.548 (meters)      47.73  (feet)  COMP
 AB0824  MODELED GRAV-     979,028.0   (mgal)                       NAVD 88
 AB0824
 AB0824  VERT ORDER  -  SECOND    CLASS 0
 AB0824
 AB0824.The horizontal coordinates were scaled from a topographic map and have
 AB0824.an estimated accuracy of +/- 6 seconds.
 AB0824
 AB0824.The orthometric height was determined by differential leveling
 AB0824.and adjusted by the National Geodetic Survey in June 1991..
 AB0824
 AB0824.The geoid height was determined by GEOID03.
 AB0824
 AB0824.The dynamic height is computed by dividing the NAVD 88
 AB0824.geopotential number by the normal gravity value computed on the
 AB0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0824.degrees latitude (g = 980.6199 gals.).
 AB0824
 AB0824.The modeled gravity was interpolated from observed gravity values.
 AB0824
 AB0824;                    North         East    Units  Estimated Accuracy
 AB0824;SPC TX S     - 5,052,560.      377,970.      MT  (+/- 180 meters Scaled)
 AB0824
 AB0824                          SUPERSEDED SURVEY CONTROL
 AB0824
 AB0824  NGVD 29 (??/??/92)   14.680  (m)           48.16   (f) ADJ UNCH    2 0
 AB0824
 AB0824.Superseded values are not recommended for survey control.
 AB0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0824.See file dsdata.txt to determine how the superseded data were derived.
 AB0824
 AB0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP279916(NAD 83)
 AB0824_MARKER: DD = SURVEY DISK
 AB0824_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0824_SP_SET: CULVERT
 AB0824_STAMPING: E 681 1942
 AB0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0824
 AB0824  HISTORY     - Date     Condition        Report By
 AB0824  HISTORY     - 1942     MONUMENTED
 AB0824  HISTORY     - 1942     GOOD             NGS
 AB0824  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0824
 AB0824                          STATION DESCRIPTION
 AB0824
 AB0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0824'3.5 MI N FROM RANGERVILLE.
 AB0824'3.5 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0824'RANGERVILLE, CAMERON COUNTY, 150 FEET SOUTH OF THE SOUTHWEST CORNER OF
 AB0824'A SMALL WHITE FRAMEHOUSE, MIDWAY BETWEEN REA CO-OP POLES NO. 15-143
 AB0824'AND 15-142, 40.5 FEET EAST OF THE CENTERLINE OF THE ROAD, AT A
 AB0824'CONCRETE-BOX CULVERT UNDER THE ROAD, IN THE CENTER OF THE TOP OF THE
 AB0824'EAST HEADWALL, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A CAMERON
 AB0824'COUNTY STANDARD DISK, STAMPED E 681 1942.
 AB0824
 AB0824                          STATION RECOVERY (1987)
 AB0824
 AB0824'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0863 ***********************************************************************
 AB0863  DESIGNATION -  E 682
 AB0863  PID         -  AB0863
 AB0863  STATE/COUNTY-  TX/CAMERON
 AB0863  USGS QUAD   -  LA PALOMA (1970)
 AB0863
 AB0863                         *CURRENT SURVEY CONTROL
 AB0863  ___________________________________________________________________
 AB0863* NAD 83(1986)-  26 01 46.     (N)    097 38 38.     (W)     SCALED    
 AB0863* NAVD 88     -        15.663  (meters)      51.39   (feet)  ADJUSTED  
 AB0863  ___________________________________________________________________
 AB0863  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 AB0863  DYNAMIC HT  -          15.637 (meters)      51.30  (feet)  COMP
 AB0863  MODELED GRAV-     979,022.6   (mgal)                       NAVD 88
 AB0863
 AB0863  VERT ORDER  -  SECOND    CLASS 0
 AB0863
 AB0863.The horizontal coordinates were scaled from a topographic map and have
 AB0863.an estimated accuracy of +/- 6 seconds.
 AB0863
 AB0863.The orthometric height was determined by differential leveling
 AB0863.and adjusted by the National Geodetic Survey in June 1991..
 AB0863
 AB0863.The geoid height was determined by GEOID03.
 AB0863
 AB0863.The dynamic height is computed by dividing the NAVD 88
 AB0863.geopotential number by the normal gravity value computed on the
 AB0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0863.degrees latitude (g = 980.6199 gals.).
 AB0863
 AB0863.The modeled gravity was interpolated from observed gravity values.
 AB0863
 AB0863;                    North         East    Units  Estimated Accuracy
 AB0863;SPC TX S     - 5,040,490.      385,690.      MT  (+/- 180 meters Scaled)
 AB0863
 AB0863                          SUPERSEDED SURVEY CONTROL
 AB0863
 AB0863  NGVD 29 (??/??/92)   15.761  (m)           51.71   (f) ADJ UNCH    2 0
 AB0863
 AB0863.Superseded values are not recommended for survey control.
 AB0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0863.See file dsdata.txt to determine how the superseded data were derived.
 AB0863
 AB0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP356796(NAD 83)
 AB0863_MARKER: DD = SURVEY DISK
 AB0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0863_STAMPING: E 682 1942
 AB0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0863+STABILITY: SURFACE MOTION
 AB0863
 AB0863  HISTORY     - Date     Condition        Report By
 AB0863  HISTORY     - 1942     MONUMENTED       IBC
 AB0863  HISTORY     - 1955     MARK NOT FOUND   USGS
 AB0863  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0863  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0863
 AB0863                          STATION DESCRIPTION
 AB0863
 AB0863'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AB0863'12.7 MI NW FROM BROWNSVILLE.
 AB0863'12.7 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH
 AB0863'SCHOOL AT BROWNSVILLE, CAMERON COUNTY, AT A 45-FOOT WOODEN BRIDGE OVER
 AB0863'A DRAINAGE CANAL, 91 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, 75
 AB0863'YARDS SOUTH OF REA CO-OP POLE NO. 15V183, 10 FEET NORTHEAST OF THE
 AB0863'NORTHEAST END OF A FLOODGATE OUTLET UNDER THE LEVEE, 2 FEET NORTH OF A
 AB0863'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY, SET IN THE TOP
 AB0863'OF A 4-INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTING 0.6 FOOT
 AB0863'ABOVE GROUND.
 AB0863
 AB0863                          STATION RECOVERY (1987)
 AB0863
 AB0863'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0863'MARK NOT FOUND.
 AB0863
 AB0863                          STATION RECOVERY (1991)
 AB0863
 AB0863'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0456 ***********************************************************************
 AB0456  DESIGNATION -  E 683
 AB0456  PID         -  AB0456
 AB0456  STATE/COUNTY-  TX/CAMERON
 AB0456  USGS QUAD   -  HARLINGEN (1983)
 AB0456
 AB0456                         *CURRENT SURVEY CONTROL
 AB0456  ___________________________________________________________________
 AB0456* NAD 83(1986)-  26 10 03.     (N)    097 40 19.     (W)     SCALED    
 AB0456* NAVD 88     -        12.734  (meters)      41.78   (feet)  ADJUSTED  
 AB0456  ___________________________________________________________________
 AB0456  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AB0456  DYNAMIC HT  -          12.713 (meters)      41.71  (feet)  COMP
 AB0456  MODELED GRAV-     979,033.8   (mgal)                       NAVD 88
 AB0456
 AB0456  VERT ORDER  -  FIRST     CLASS II
 AB0456
 AB0456.The horizontal coordinates were scaled from a topographic map and have
 AB0456.an estimated accuracy of +/- 6 seconds.
 AB0456
 AB0456.The orthometric height was determined by differential leveling
 AB0456.and adjusted by the National Geodetic Survey in June 1991..
 AB0456
 AB0456.The geoid height was determined by GEOID03.
 AB0456
 AB0456.The dynamic height is computed by dividing the NAVD 88
 AB0456.geopotential number by the normal gravity value computed on the
 AB0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0456.degrees latitude (g = 980.6199 gals.).
 AB0456
 AB0456.The modeled gravity was interpolated from observed gravity values.
 AB0456
 AB0456;                    North         East    Units  Estimated Accuracy
 AB0456;SPC TX S     - 5,055,760.      382,780.      MT  (+/- 180 meters Scaled)
 AB0456
 AB0456                          SUPERSEDED SURVEY CONTROL
 AB0456
 AB0456  NGVD 29 (??/??/92)   12.835  (m)           42.11   (f) ADJ UNCH    1 2
 AB0456
 AB0456.Superseded values are not recommended for survey control.
 AB0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0456.See file dsdata.txt to determine how the superseded data were derived.
 AB0456
 AB0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP327949(NAD 83)
 AB0456_MARKER: DB = BENCH MARK DISK
 AB0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0456_SP_SET: CULVERT
 AB0456_STAMPING: E 683 1942
 AB0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0456
 AB0456  HISTORY     - Date     Condition        Report By
 AB0456  HISTORY     - 1942     MONUMENTED       CGS
 AB0456  HISTORY     - 1951     GOOD             NGS
 AB0456  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0456  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0456  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0456  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0456
 AB0456                          STATION DESCRIPTION
 AB0456
 AB0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0456'2.2 MI SE FROM HARLINGEN.
 AB0456'2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AB0456'AT HARLINGEN, CAMERON COUNTY, 2 POLES SOUTHEAST OF POLE 22/20, AT A
 AB0456'PRIVATE-ROAD CROSSING, 26 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AB0456'ROAD, AT A CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE
 AB0456'NORTHEAST HEADWALL, 23 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 AB0456'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK.
 AB0456
 AB0456                          STATION RECOVERY (1951)
 AB0456
 AB0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0456'RECOVERED IN GOOD CONDITION.
 AB0456
 AB0456                          STATION RECOVERY (1981)
 AB0456
 AB0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0456'INACCESSIBLE, NOT RECOVERED.
 AB0456
 AB0456                          STATION RECOVERY (1988)
 AB0456
 AB0456'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0456'MARK NOT FOUND.
 AB0456
 AB0456                          STATION RECOVERY (1991)
 AB0456
 AB0456'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0456'MARK NOT FOUND.
 AB0456
 AB0456                          STATION RECOVERY (1993)
 AB0456
 AB0456'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0248 ***********************************************************************
 AE0248  DESIGNATION -  E 684
 AE0248  PID         -  AE0248
 AE0248  STATE/COUNTY-  TX/HIDALGO
 AE0248  USGS QUAD   -  SAN JUAN SE (1962)
 AE0248
 AE0248                         *CURRENT SURVEY CONTROL
 AE0248  ___________________________________________________________________
 AE0248* NAD 83(1986)-  26 04 36.     (N)    098 01 35.     (W)     SCALED    
 AE0248* NAVD 88     -        23.596  (meters)      77.41   (feet)  ADJUSTED  
 AE0248  ___________________________________________________________________
 AE0248  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AE0248  DYNAMIC HT  -          23.557 (meters)      77.29  (feet)  COMP
 AE0248  MODELED GRAV-     978,998.4   (mgal)                       NAVD 88
 AE0248
 AE0248  VERT ORDER  -  SECOND    CLASS 0
 AE0248
 AE0248.The horizontal coordinates were scaled from a topographic map and have
 AE0248.an estimated accuracy of +/- 6 seconds.
 AE0248
 AE0248.The orthometric height was determined by differential leveling
 AE0248.and adjusted by the National Geodetic Survey in June 1991..
 AE0248
 AE0248.The geoid height was determined by GEOID03.
 AE0248
 AE0248.The dynamic height is computed by dividing the NAVD 88
 AE0248.geopotential number by the normal gravity value computed on the
 AE0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0248.degrees latitude (g = 980.6199 gals.).
 AE0248
 AE0248.The modeled gravity was interpolated from observed gravity values.
 AE0248
 AE0248;                    North         East    Units  Estimated Accuracy
 AE0248;SPC TX S     - 5,045,520.      347,390.      MT  (+/- 180 meters Scaled)
 AE0248
 AE0248                          SUPERSEDED SURVEY CONTROL
 AE0248
 AE0248  NGVD 29 (??/??/92)   23.713  (m)           77.80   (f) ADJ UNCH    2 0
 AE0248
 AE0248.Superseded values are not recommended for survey control.
 AE0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0248.See file dsdata.txt to determine how the superseded data were derived.
 AE0248
 AE0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP973845(NAD 83)
 AE0248_MARKER: DD = SURVEY DISK
 AE0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0248_STAMPING: E 684 1942
 AE0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0248+STABILITY: SURFACE MOTION
 AE0248
 AE0248  HISTORY     - Date     Condition        Report By
 AE0248  HISTORY     - 1942     MONUMENTED       IBC
 AE0248  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0248
 AE0248                          STATION DESCRIPTION
 AE0248
 AE0248'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0248'2.4 MI E FROM RAY PAUL.
 AE0248'2.4 MILES EAST ALONG OLD MILITARY ROAD FROM RUN SCHOOL NO. 1 AT RAY
 AE0248'PAUL, HIDALGO COUNTY, AT THE POINT WHERE THE ROAD CURVES UP ON THE
 AE0248'LEVEE FOR ABOUT 0.1 MILE AND THEN CURVES OFF THE LEVEE AGAIN, 391 FEET
 AE0248'SOUTHWEST ACROSS THE LEVEE FROM MILEPOST 37-38, 126 FEET SOUTH OF THE
 AE0248'CENTERLINE OF THE ROAD, 105 FEET SOUTH OF THE TOP OF THE LEVEE, AND
 AE0248'ABOUT 10 FEET LOWER THAN THE ROAD, SET IN THE TOP OF A CONCRETE POST
 AE0248'PROJECTING 1.4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0307 ***********************************************************************
 AE0307  DESIGNATION -  E 686
 AE0307  PID         -  AE0307
 AE0307  STATE/COUNTY-  TX/HIDALGO
 AE0307  USGS QUAD   -  MISSION (1983)
 AE0307
 AE0307                         *CURRENT SURVEY CONTROL
 AE0307  ___________________________________________________________________
 AE0307* NAD 83(1986)-  26 10 14.     (N)    098 20 02.     (W)     SCALED    
 AE0307* NAVD 88     -        34.939  (meters)     114.63   (feet)  POSTED    
 AE0307  ___________________________________________________________________
 AE0307  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE0307  DYNAMIC HT  -          34.880 (meters)     114.44  (feet)  COMP
 AE0307  MODELED GRAV-     978,986.5   (mgal)                       NAVD 88
 AE0307
 AE0307  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AE0307
 AE0307.The horizontal coordinates were scaled from a topographic map and have
 AE0307.an estimated accuracy of +/- 6 seconds.
 AE0307
 AE0307.The orthometric height was determined by differential leveling
 AE0307.and adjusted by the National Geodetic Survey in 1992..
 AE0307.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AE0307.rate of 2.1 thru 3.0 mm/km.
 AE0307
 AE0307.The geoid height was determined by GEOID03.
 AE0307
 AE0307.The dynamic height is computed by dividing the NAVD 88
 AE0307.geopotential number by the normal gravity value computed on the
 AE0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0307.degrees latitude (g = 980.6199 gals.).
 AE0307
 AE0307.The modeled gravity was interpolated from observed gravity values.
 AE0307
 AE0307;                    North         East    Units  Estimated Accuracy
 AE0307;SPC TX S     - 5,055,840.      316,610.      MT  (+/- 180 meters Scaled)
 AE0307
 AE0307                          SUPERSEDED SURVEY CONTROL
 AE0307
 AE0307  NGVD 29 (??/??/92)   35.034  (m)          114.94   (f) ADJ UNCH    2 0
 AE0307
 AE0307.Superseded values are not recommended for survey control.
 AE0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0307.See file dsdata.txt to determine how the superseded data were derived.
 AE0307
 AE0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP665947(NAD 83)
 AE0307_MARKER: DB = BENCH MARK DISK
 AE0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0307_SP_SET: FOUNDATION
 AE0307_STAMPING: E 686 1942
 AE0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0307
 AE0307  HISTORY     - Date     Condition        Report By
 AE0307  HISTORY     - 1942     MONUMENTED       CGS
 AE0307  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0307  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0307  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 AE0307
 AE0307                          STATION DESCRIPTION
 AE0307
 AE0307'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0307'3.0 MI S FROM MISSION.
 AE0307'3.0 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM THE FIRST STATE BANK
 AE0307'AND TRUST CO. BUILDING AT MISSION, HIDALGO COUNTY, AT MADERO, AT THE
 AE0307'JUNCTION OF MILITARY ROAD, 73.7 FEET NORTHEAST OF THE CENTERLINE OF
 AE0307'MILITARY ROAD, 46.8 FEET WEST OF THE CENTERLINE OF THE PAVED COUNTY
 AE0307'ROAD, IN THE TOP OF THE NORTH END OF AN OLD 4- BY 6-FOOT CONCRETE
 AE0307'PUMP-FOUNDATION, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AE0307
 AE0307                          STATION RECOVERY (1987)
 AE0307
 AE0307'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0307'MARK NOT FOUND.
 AE0307
 AE0307                          STATION RECOVERY (2004)
 AE0307
 AE0307'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE0307'FIRST STATE BANK AND TRUST COMPANY IS NOW CALLED TEXAS STATE BANK.
 AE0307'THIS INTERSECTION OF HWY 107 AND MILITARY ROAD IS UNDERGOING
 AE0307'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0745 ***********************************************************************
 AE0745  DESIGNATION -  E 687
 AE0745  PID         -  AE0745
 AE0745  STATE/COUNTY-  TX/STARR
 AE0745  USGS QUAD   -  EL CHAPOTE CREEK (1972)
 AE0745
 AE0745                         *CURRENT SURVEY CONTROL
 AE0745  ___________________________________________________________________
 AE0745* NAD 83(1986)-  26 31 38.     (N)    098 52 48.     (W)     SCALED    
 AE0745* NAVD 88     -        79.253  (meters)     260.02   (feet)  ADJUSTED  
 AE0745  ___________________________________________________________________
 AE0745  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AE0745  DYNAMIC HT  -          79.123 (meters)     259.59  (feet)  COMP
 AE0745  MODELED GRAV-     979,005.5   (mgal)                       NAVD 88
 AE0745
 AE0745  VERT ORDER  -  SECOND    CLASS 0
 AE0745
 AE0745.The horizontal coordinates were scaled from a topographic map and have
 AE0745.an estimated accuracy of +/- 6 seconds.
 AE0745
 AE0745.The orthometric height was determined by differential leveling
 AE0745.and adjusted by the National Geodetic Survey in June 1991..
 AE0745
 AE0745.The geoid height was determined by GEOID03.
 AE0745
 AE0745.The dynamic height is computed by dividing the NAVD 88
 AE0745.geopotential number by the normal gravity value computed on the
 AE0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0745.degrees latitude (g = 980.6199 gals.).
 AE0745
 AE0745.The modeled gravity was interpolated from observed gravity values.
 AE0745
 AE0745;                    North         East    Units  Estimated Accuracy
 AE0745;SPC TX S     - 5,095,400.      262,130.      MT  (+/- 180 meters Scaled)
 AE0745
 AE0745                          SUPERSEDED SURVEY CONTROL
 AE0745
 AE0745  NGVD 29 (??/??/92)   79.308  (m)          260.20   (f) ADJ UNCH    2 0
 AE0745
 AE0745.Superseded values are not recommended for survey control.
 AE0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0745.See file dsdata.txt to determine how the superseded data were derived.
 AE0745
 AE0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ119340(NAD 83)
 AE0745_MARKER: DB = BENCH MARK DISK
 AE0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0745_STAMPING: E 687 1942
 AE0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0745+STABILITY: SURFACE MOTION
 AE0745
 AE0745  HISTORY     - Date     Condition        Report By
 AE0745  HISTORY     - 1942     MONUMENTED       CGS
 AE0745  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0745
 AE0745                          STATION DESCRIPTION
 AE0745
 AE0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0745'11.9 MI NW FROM RIO GRANDE CITY.
 AE0745'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY IN RIO GRANDE
 AE0745'CITY, PROCEED 0.9 MILE WEST ALONG U.S. HIGHWAY NO.83 TO THE
 AE0745'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY, THENCE 11.0 MILES
 AE0745'NORTHWESTERLY ALONG GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0745'34.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AE0745'GRAVEL ROAD.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN
 AE0745'MARKER POST AND PROJECTS 0.4 FOOT.
 AE0745
 AE0745                          STATION RECOVERY (1965)
 AE0745
 AE0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0545 ***********************************************************************
 AE0545  DESIGNATION -  E 688
 AE0545  PID         -  AE0545
 AE0545  STATE/COUNTY-  TX/HIDALGO
 AE0545  USGS QUAD   -  CITRUS CITY (1980)
 AE0545
 AE0545                         *CURRENT SURVEY CONTROL
 AE0545  ___________________________________________________________________
 AE0545* NAD 83(1986)-  26 20 19.     (N)    098 28 12.     (W)     SCALED    
 AE0545* NAVD 88     -        73.540  (meters)     241.27   (feet)  ADJUSTED  
 AE0545  ___________________________________________________________________
 AE0545  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE0545  DYNAMIC HT  -          73.418 (meters)     240.87  (feet)  COMP
 AE0545  MODELED GRAV-     978,993.9   (mgal)                       NAVD 88
 AE0545
 AE0545  VERT ORDER  -  SECOND    CLASS 0
 AE0545
 AE0545.The horizontal coordinates were scaled from a topographic map and have
 AE0545.an estimated accuracy of +/- 6 seconds.
 AE0545
 AE0545.The orthometric height was determined by differential leveling
 AE0545.and adjusted by the National Geodetic Survey in June 1991..
 AE0545
 AE0545.The geoid height was determined by GEOID03.
 AE0545
 AE0545.The dynamic height is computed by dividing the NAVD 88
 AE0545.geopotential number by the normal gravity value computed on the
 AE0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0545.degrees latitude (g = 980.6199 gals.).
 AE0545
 AE0545.The modeled gravity was interpolated from observed gravity values.
 AE0545
 AE0545;                    North         East    Units  Estimated Accuracy
 AE0545;SPC TX S     - 5,074,450.      303,000.      MT  (+/- 180 meters Scaled)
 AE0545
 AE0545                          SUPERSEDED SURVEY CONTROL
 AE0545
 AE0545  NGVD 29 (??/??/92)   73.646  (m)          241.62   (f) ADJ UNCH    2 0
 AE0545
 AE0545.Superseded values are not recommended for survey control.
 AE0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0545.See file dsdata.txt to determine how the superseded data were derived.
 AE0545
 AE0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ528132(NAD 83)
 AE0545_MARKER: DB = BENCH MARK DISK
 AE0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0545_STAMPING: E 688 1942
 AE0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0545+STABILITY: SURFACE MOTION
 AE0545
 AE0545  HISTORY     - Date     Condition        Report By
 AE0545  HISTORY     - 1942     MONUMENTED       CGS
 AE0545  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0545  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0545
 AE0545                          STATION DESCRIPTION
 AE0545
 AE0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0545'6.5 MI N FROM LA JOYA.
 AE0545'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0545'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0545'GRAVEL ROAD LEADING NORTH, THENCE 6.2 MILES NORTHERLY ALONG A GRAVEL
 AE0545'ROAD TO THE INTERSECTION OF A GRAVEL ROAD LEADING EAST AND SITE OF
 AE0545'BENCH MARK.  BENCH MARK IS AT THE INTERSECTION, 69.3 FEET WEST OF AND
 AE0545'ACROSS THE ROAD FROM AND IN LINE TANGENT WITH THE NORTH RIGHT-OF-WAY
 AE0545'FENCE CORNER POST.  IT IS 51.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 AE0545'INTERSECTION, 34.5 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0545'CENTERLINE OF THE ROAD.  MONUMENT IS 2.2 FEET NORTH OF A 4X4 INCH
 AE0545'WHITE WOODEN MARKER POST AND PROJECTS ABOUT 0.2 FOOT ABOVE THE GROUND.
 AE0545'NOTE-- IT WAS REPORTED IN JUNE 1945 THAT THE POST WAS TILTED.
 AE0545
 AE0545                          STATION RECOVERY (1962)
 AE0545
 AE0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0545'MARK NOT FOUND.
 AE0545
 AE0545                          STATION RECOVERY (1992)
 AE0545
 AE0545'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0773 ***********************************************************************
 AE0773  DESIGNATION -  E 689
 AE0773  PID         -  AE0773
 AE0773  STATE/COUNTY-  TX/JIM HOGG
 AE0773  USGS QUAD   -  CUEVITAS SW (1972)
 AE0773
 AE0773                         *CURRENT SURVEY CONTROL
 AE0773  ___________________________________________________________________
 AE0773* NAD 83(1986)-  26 51 21.     (N)    098 53 28.     (W)     SCALED    
 AE0773* NAVD 88     -       164.599  (meters)     540.02   (feet)  ADJUSTED  
 AE0773  ___________________________________________________________________
 AE0773  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE0773  DYNAMIC HT  -         164.330 (meters)     539.14  (feet)  COMP
 AE0773  MODELED GRAV-     979,009.2   (mgal)                       NAVD 88
 AE0773
 AE0773  VERT ORDER  -  SECOND    CLASS 0
 AE0773
 AE0773.The horizontal coordinates were scaled from a topographic map and have
 AE0773.an estimated accuracy of +/- 6 seconds.
 AE0773
 AE0773.The orthometric height was determined by differential leveling
 AE0773.and adjusted by the National Geodetic Survey in June 1991..
 AE0773
 AE0773.The geoid height was determined by GEOID03.
 AE0773
 AE0773.The dynamic height is computed by dividing the NAVD 88
 AE0773.geopotential number by the normal gravity value computed on the
 AE0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0773.degrees latitude (g = 980.6199 gals.).
 AE0773
 AE0773.The modeled gravity was interpolated from observed gravity values.
 AE0773
 AE0773;                    North         East    Units  Estimated Accuracy
 AE0773;SPC TX S     - 5,131,810.      261,140.      MT  (+/- 180 meters Scaled)
 AE0773
 AE0773                          SUPERSEDED SURVEY CONTROL
 AE0773
 AE0773  NGVD 29 (??/??/92)  164.640  (m)          540.16   (f) ADJ UNCH    2 0
 AE0773
 AE0773.Superseded values are not recommended for survey control.
 AE0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0773.See file dsdata.txt to determine how the superseded data were derived.
 AE0773
 AE0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ108704(NAD 83)
 AE0773_MARKER: DB = BENCH MARK DISK
 AE0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0773_STAMPING: E 689 1942
 AE0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0773+STABILITY: SURFACE MOTION
 AE0773
 AE0773  HISTORY     - Date     Condition        Report By
 AE0773  HISTORY     - 1942     MONUMENTED       CGS
 AE0773  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0773
 AE0773                          STATION DESCRIPTION
 AE0773
 AE0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0773'8.1 MI N FROM VIBORAS.
 AE0773'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED 8.1 MILES NORTHERLY
 AE0773'ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.4 MILE
 AE0773'NORTHWEST OF A CATTLE GUARD.  IT IS 48.0 FEET SOUTHWEST OF AND ABOUT
 AE0773'THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.  MONUMENT IS 3.0
 AE0773'FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3
 AE0773'FOOT.
 AE0773
 AE0773                          STATION RECOVERY (1972)
 AE0773
 AE0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4039 ***********************************************************************
 AW4039  DESIGNATION -  E 692
 AW4039  PID         -  AW4039
 AW4039  STATE/COUNTY-  TX/BRAZORIA
 AW4039  USGS QUAD   -  JULIFF (1974)
 AW4039
 AW4039                         *CURRENT SURVEY CONTROL
 AW4039  ___________________________________________________________________
 AW4039* NAD 83(1986)-  29 24 53.     (N)    095 28 42.     (W)     SCALED    
 AW4039* NAVD 88     -        17.93   (+/-2cm)      58.8    (feet)  VERTCON   
 AW4039  ___________________________________________________________________
 AW4039  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW4039
 AW4039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4039
 AW4039.The horizontal coordinates were scaled from a topographic map and have
 AW4039.an estimated accuracy of +/- 6 seconds.
 AW4039
 AW4039.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4039.The vertical order pertains to the NGVD 29 superseded value.
 AW4039
 AW4039.The geoid height was determined by GEOID03.
 AW4039
 AW4039;                    North         East    Units  Estimated Accuracy
 AW4039;SPC TXSC     - 4,180,400.      941,670.      MT  (+/- 180 meters Scaled)
 AW4039
 AW4039                          SUPERSEDED SURVEY CONTROL
 AW4039
 AW4039  NGVD 29 (??/??/92)   17.928  (m)           58.82   (f) ADJ UNCH    2 0
 AW4039
 AW4039.Superseded values are not recommended for survey control.
 AW4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4039.See file dsdata.txt to determine how the superseded data were derived.
 AW4039
 AW4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN595564(NAD 83)
 AW4039_MARKER: DB = BENCH MARK DISK
 AW4039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4039_STAMPING: E 692 1942
 AW4039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4039+STABILITY: SURFACE MOTION
 AW4039
 AW4039  HISTORY     - Date     Condition        Report By
 AW4039  HISTORY     - 1942     MONUMENTED       CGS
 AW4039  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW4039  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4039
 AW4039                          STATION DESCRIPTION
 AW4039
 AW4039'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4039'6.1 MI S FROM ARCOLA.
 AW4039'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD JUNCTION AT
 AW4039'ARCOLA, PROCEED 6.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD
 AW4039'AND TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF A
 AW4039'PRIVATE DIRT ROAD CROSSING AND 5 POLES NORTH OF MILE POST NO.26.  IT
 AW4039'IS 66.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF STATE
 AW4039'HIGHWAY NO. 288, ABOUT 33.0 FEET EAST OF AND ABOUT 2.0 FEET BELOW THE
 AW4039'CENTERLINE OF TRACK, ABOUT 21.0 FEET SOUTH OF A POLE NO. H.E.45.
 AW4039'MONUMENT IS 2.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AW4039'PROJECTS 0.5 FOOT, AND SET IN A CONCRETE POST.
 AW4039
 AW4039                          STATION RECOVERY (1963)
 AW4039
 AW4039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4039'MARK NOT FOUND.
 AW4039
 AW4039                          STATION RECOVERY (2004)
 AW4039
 AW4039'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4039'GO SOUTH ON HW 521 FROM ARCOLA TO N29 24 53 W095 28 42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4092 ***********************************************************************
 AW4092  DESIGNATION -  E 693
 AW4092  PID         -  AW4092
 AW4092  STATE/COUNTY-  TX/BRAZORIA
 AW4092  USGS QUAD   -  ANGLETON (1974)
 AW4092
 AW4092                         *CURRENT SURVEY CONTROL
 AW4092  ___________________________________________________________________
 AW4092* NAD 83(1986)-  29 14 49.     (N)    095 24 03.     (W)     SCALED    
 AW4092* NAVD 88     -         8.28   (+/-2cm)      27.2    (feet)  VERTCON   
 AW4092  ___________________________________________________________________
 AW4092  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW4092
 AW4092  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4092
 AW4092.The horizontal coordinates were scaled from a topographic map and have
 AW4092.an estimated accuracy of +/- 6 seconds.
 AW4092
 AW4092.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4092.The vertical order pertains to the NGVD 29 superseded value.
 AW4092
 AW4092.The geoid height was determined by GEOID03.
 AW4092
 AW4092;                    North         East    Units  Estimated Accuracy
 AW4092;SPC TXSC     - 4,162,050.      949,760.      MT  (+/- 180 meters Scaled)
 AW4092
 AW4092                          SUPERSEDED SURVEY CONTROL
 AW4092
 AW4092  NGVD 29 (??/??/92)    8.280  (m)           27.17   (f) ADJ UNCH    2 0
 AW4092
 AW4092.Superseded values are not recommended for survey control.
 AW4092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4092.See file dsdata.txt to determine how the superseded data were derived.
 AW4092
 AW4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN666377(NAD 83)
 AW4092_MARKER: DB = BENCH MARK DISK
 AW4092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4092_STAMPING: E 693 1942
 AW4092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4092+STABILITY: SURFACE MOTION
 AW4092
 AW4092  HISTORY     - Date     Condition        Report By
 AW4092  HISTORY     - 1942     MONUMENTED       CGS
 AW4092  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW4092  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW4092
 AW4092                          STATION DESCRIPTION
 AW4092
 AW4092'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4092'4.1 MI E FROM CHENANGO.
 AW4092'TO REACH FROM THE RAILROAD STATION AT CHENANGO, PROCEED 0.15 MILE
 AW4092'SOUTH ALONG THE MISSOURI PACIFIC RAILROAD TO THE INTERSECTION OF A
 AW4092'DIRT ROAD LEADING EAST, THENCE GO 3.95 MILES EAST ALONG DIRT ROAD TO A
 AW4092'LARGE 2 STORY FARM HOUSE ON THE NORTH SIDE OF ROAD AND TO SITE OF
 AW4092'BENCH MARK.  BENCH MARK IS 165.0 FEET SOUTHEAST OF THE SOUTHEAST
 AW4092'CORNER OF FARM HOUSE.  IT IS 28.0 FEET NORTH OF AND THE SAME ELEVATION
 AW4092'OF THE CENTERLINE OF ROAD, ABOUT 3.0 FEET EAST OF A FENCE CORNER AND
 AW4092'1.0 FOOT SOUTH OF THE RIGHT OF WAY FENCE.  MONUMENT IS 2.0 FEET EAST
 AW4092'OF A 4 X 4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT, AND
 AW4092'SET IN A CONCRETE POST.  NOTE-- THIS BENCH MARK IS ALSO 5.1 MILES
 AW4092'NORTHEAST OF DANBURY.
 AW4092
 AW4092                          STATION RECOVERY (1963)
 AW4092
 AW4092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4092'MARK NOT FOUND.
 AW4092
 AW4092                          STATION RECOVERY (1997)
 AW4092
 AW4092'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1202 ***********************************************************************
 AN1202  DESIGNATION -  E 694
 AN1202  PID         -  AN1202
 AN1202  STATE/COUNTY-  TX/SAN PATRICIO
 AN1202  USGS QUAD   -  SINTON EAST (1979)
 AN1202
 AN1202                         *CURRENT SURVEY CONTROL
 AN1202  ___________________________________________________________________
 AN1202* NAD 83(1986)-  28 03 43.     (N)    097 29 37.     (W)     SCALED    
 AN1202* NAVD 88     -        16.407  (meters)      53.83   (feet)  ADJUSTED  
 AN1202  ___________________________________________________________________
 AN1202  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN1202  DYNAMIC HT  -          16.382 (meters)      53.75  (feet)  COMP
 AN1202  MODELED GRAV-     979,135.5   (mgal)                       NAVD 88
 AN1202
 AN1202  VERT ORDER  -  FIRST     CLASS II
 AN1202
 AN1202.The horizontal coordinates were scaled from a topographic map and have
 AN1202.an estimated accuracy of +/- 6 seconds.
 AN1202
 AN1202.The orthometric height was determined by differential leveling
 AN1202.and adjusted by the National Geodetic Survey in June 1991..
 AN1202.WARNING-Repeat measurements at this control monument indicate possible
 AN1202.vertical movement.
 AN1202
 AN1202.The geoid height was determined by GEOID03.
 AN1202
 AN1202.The dynamic height is computed by dividing the NAVD 88
 AN1202.geopotential number by the normal gravity value computed on the
 AN1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1202.degrees latitude (g = 980.6199 gals.).
 AN1202
 AN1202.The modeled gravity was interpolated from observed gravity values.
 AN1202
 AN1202;                    North         East    Units  Estimated Accuracy
 AN1202;SPC TX S     - 5,265,790.      398,940.      MT  (+/- 180 meters Scaled)
 AN1202
 AN1202                          SUPERSEDED SURVEY CONTROL
 AN1202
 AN1202  NGVD 29 (??/??/92)   16.55   (m)           54.3    (f) COMPUTED    1 2
 AN1202
 AN1202.Superseded values are not recommended for survey control.
 AN1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1202.See file dsdata.txt to determine how the superseded data were derived.
 AN1202
 AN1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS480049(NAD 83)
 AN1202_MARKER: DB = BENCH MARK DISK
 AN1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1202_STAMPING: E 694 1942
 AN1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1202+STABILITY: SURFACE MOTION
 AN1202
 AN1202  HISTORY     - Date     Condition        Report By
 AN1202  HISTORY     - 1942     MONUMENTED       CGS
 AN1202  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1202  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1202  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1202
 AN1202                          STATION DESCRIPTION
 AN1202
 AN1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1202'1.9 MI NE FROM SINTON.
 AN1202'TO REACH FROM THE RAILROAD STATION AT SINTON, PROCEED 1.9 MILES
 AN1202'NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN1202'POST NO.164 AND SITE OF BENCH MARK.  BENCH MARK IS 58.0 FEET SOUTHEAST
 AN1202'OF THE CENTERLINE OF U.S. HIGHWAY NO. 77.  IT IS 36.0 FEET NORTHWEST
 AN1202'OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF TRACK, ABOUT 11.0 FEET
 AN1202'NORTHEAST OF THE MILE POST.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4
 AN1202'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT. STAMPED E 694
 AN1202'1942 AND SET IN A CONCRETE POST.  NOTE-- HWY. CONSTR. IN AREA.
 AN1202
 AN1202                          STATION RECOVERY (1973)
 AN1202
 AN1202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1202'MARK NOT FOUND.
 AN1202
 AN1202                          STATION RECOVERY (1978)
 AN1202
 AN1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1202'NOT RECOVERED ON THIS DATE.
 AN1202
 AN1202                          STATION RECOVERY (1996)
 AN1202
 AN1202'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0888 ***********************************************************************
 AN0888  DESIGNATION -  E 695
 AN0888  PID         -  AN0888
 AN0888  STATE/COUNTY-  TX/VICTORIA
 AN0888  USGS QUAD   -  MC FADDIN (1987)
 AN0888
 AN0888                         *CURRENT SURVEY CONTROL
 AN0888  ___________________________________________________________________
 AN0888* NAD 83(1986)-  28 32 45.     (N)    097 01 47.     (W)     SCALED    
 AN0888* NAVD 88     -        17.04   (+/-2cm)      55.9    (feet)  VERTCON   
 AN0888  ___________________________________________________________________
 AN0888  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0888
 AN0888  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0888
 AN0888.The horizontal coordinates were scaled from a topographic map and have
 AN0888.an estimated accuracy of +/- 6 seconds.
 AN0888
 AN0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0888.The vertical order pertains to the NGVD 29 superseded value.
 AN0888
 AN0888.The geoid height was determined by GEOID03.
 AN0888
 AN0888;                    North         East    Units  Estimated Accuracy
 AN0888;SPC TXSC     - 4,080,590.      792,800.      MT  (+/- 180 meters Scaled)
 AN0888
 AN0888                          SUPERSEDED SURVEY CONTROL
 AN0888
 AN0888  NGVD 29 (??/??/92)   17.18   (m)           56.4    (f) COMPUTED    1 2
 AN0888
 AN0888.Superseded values are not recommended for survey control.
 AN0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0888.See file dsdata.txt to determine how the superseded data were derived.
 AN0888
 AN0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS927592(NAD 83)
 AN0888_MARKER: DB = BENCH MARK DISK
 AN0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0888_STAMPING: E 695 1943
 AN0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0888+STABILITY: SURFACE MOTION
 AN0888
 AN0888  HISTORY     - Date     Condition        Report By
 AN0888  HISTORY     - 1943     MONUMENTED       CGS
 AN0888  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0888
 AN0888                          STATION DESCRIPTION
 AN0888
 AN0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0888'1.3 MI SW FROM MCFADDIN.
 AN0888'TO REACH FROM THE RAILROAD STATION AT MCFADDIN, PROCEED 1.3 MILES
 AN0888'SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN0888'POST NO. 208.10 AND SITE OF BENCH MARK.  BENCH MARK IS 4 POLES
 AN0888'NORTHEAST OF RAILROAD TRESTLE NO. 208.2 AND 1 POLE SOUTHWEST OF MILE
 AN0888'POST 208.10.  IT IS 51.0 FEET SOUTHEAST OF AND ABOUT 2.5 FEET BELOW
 AN0888'THE CENTERLINE OF TRACK, ABOUT 6.0 FEET SOUTHEAST OF THE RIGHT OF WAY
 AN0888'FENCE.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN
 AN0888'MARKER POST AND PROJECTS 0.5 FOOT.  STAMPED E 695 1943 AND SET IN THE
 AN0888'TOP OF A CONCRETE POST.
 AN0888
 AN0888                          STATION RECOVERY (1978)
 AN0888
 AN0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0888'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0688 ***********************************************************************
 AN0688  DESIGNATION -  E 696
 AN0688  PID         -  AN0688
 AN0688  STATE/COUNTY-  TX/VICTORIA
 AN0688  USGS QUAD   -  PLACEDO (1995)
 AN0688
 AN0688                         *CURRENT SURVEY CONTROL
 AN0688  ___________________________________________________________________
 AN0688* NAD 83(1986)-  28 41 55.     (N)    096 50 24.     (W)     SCALED    
 AN0688* NAVD 88     -        16.70   (+/-2cm)      54.8    (feet)  VERTCON   
 AN0688  ___________________________________________________________________
 AN0688  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0688
 AN0688  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0688
 AN0688.The horizontal coordinates were scaled from a topographic map and have
 AN0688.an estimated accuracy of +/- 6 seconds.
 AN0688
 AN0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0688.The vertical order pertains to the NGVD 29 superseded value.
 AN0688
 AN0688.The geoid height was determined by GEOID03.
 AN0688
 AN0688;                    North         East    Units  Estimated Accuracy
 AN0688;SPC TXSC     - 4,097,850.      811,050.      MT  (+/- 180 meters Scaled)
 AN0688
 AN0688                          SUPERSEDED SURVEY CONTROL
 AN0688
 AN0688  NGVD 29 (??/??/92)   16.826  (m)           55.20   (f) ADJ UNCH    1 1
 AN0688
 AN0688.Superseded values are not recommended for survey control.
 AN0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0688.See file dsdata.txt to determine how the superseded data were derived.
 AN0688
 AN0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS110765(NAD 83)
 AN0688_MARKER: DB = BENCH MARK DISK
 AN0688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0688_SP_SET: CULVERT
 AN0688_STAMPING: E 696 1943
 AN0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0688
 AN0688  HISTORY     - Date     Condition        Report By
 AN0688  HISTORY     - 1943     MONUMENTED       CGS
 AN0688  HISTORY     - 1972     GOOD             NGS
 AN0688
 AN0688                          STATION DESCRIPTION
 AN0688
 AN0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0688'0.85 MI NW FROM PLACEDO.
 AN0688'ABOUT 0.85 MILE NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE CROSSING OF
 AN0688'THE MISSOURI PACIFIC RAILROAD AT PLACEDO, SET IN THE CENTER OF THE TOP
 AN0688'OF THE NORTHWEST CONCRETE HEADWALL OF A 2 1/2- X 2 1/2-FOOT BOX
 AN0688'CULVERT UNDER HENDERSON ROAD WHICH CROSSES THE SOUTHERN PACIFIC
 AN0688'RAILROAD, 41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 91 FEET
 AN0688'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, AND ABOUT 1 FOOT ABOVE
 AN0688'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0701 ***********************************************************************
 AN0701  DESIGNATION -  E 697 RESET 1957
 AN0701  PID         -  AN0701
 AN0701  STATE/COUNTY-  TX/VICTORIA
 AN0701  USGS QUAD   -  MARCADO CREEK (1995)
 AN0701
 AN0701                         *CURRENT SURVEY CONTROL
 AN0701  ___________________________________________________________________
 AN0701* NAD 83(1986)-  28 51 31.     (N)    096 45 11.     (W)     SCALED    
 AN0701* NAVD 88     -        15.13   (+/-2cm)      49.6    (feet)  VERTCON   
 AN0701  ___________________________________________________________________
 AN0701  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0701
 AN0701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0701
 AN0701.The horizontal coordinates were scaled from a topographic map and have
 AN0701.an estimated accuracy of +/- 6 seconds.
 AN0701
 AN0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0701.The vertical order pertains to the NGVD 29 superseded value.
 AN0701
 AN0701.The geoid height was determined by GEOID03.
 AN0701
 AN0701;                    North         East    Units  Estimated Accuracy
 AN0701;SPC TXSC     - 4,115,740.      819,200.      MT  (+/- 180 meters Scaled)
 AN0701
 AN0701                          SUPERSEDED SURVEY CONTROL
 AN0701
 AN0701  NGVD 29 (??/??/92)   15.217  (m)           49.92   (f) ADJ UNCH    2 0
 AN0701
 AN0701.Superseded values are not recommended for survey control.
 AN0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0701.See file dsdata.txt to determine how the superseded data were derived.
 AN0701
 AN0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS191943(NAD 83)
 AN0701_MARKER: DB = BENCH MARK DISK
 AN0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0701_STAMPING: E 697 RESET 1957
 AN0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0701+STABILITY: SURFACE MOTION
 AN0701
 AN0701  HISTORY     - Date     Condition        Report By
 AN0701  HISTORY     - 1957     MONUMENTED       CGS
 AN0701  HISTORY     - 1972     GOOD             NGS
 AN0701  HISTORY     - 19910428 GOOD             USPSQD
 AN0701
 AN0701                          STATION DESCRIPTION
 AN0701
 AN0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0701'4.05 MI SE FROM INEZ.
 AN0701'ABOUT 4.05 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO. 444 FROM THE
 AN0701'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, 53 FEET WEST OF THE
 AN0701'CENTER LINE OF THE ROAD, 54 FEET NORTH OF A POWEER LINE POLE, 46 FEET
 AN0701'SOUTH OF THE CENTER LINE OF RAGSDALE ROAD, 19 FEET NORTH OF A GAS
 AN0701'LINE, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 AN0701'THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF
 AN0701'THE GROUND.
 AN0701
 AN0701                          STATION RECOVERY (1991)
 AN0701
 AN0701'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0600 ***********************************************************************
 AN0600  DESIGNATION -  E 698
 AN0600  PID         -  AN0600
 AN0600  STATE/COUNTY-  TX/VICTORIA
 AN0600  USGS QUAD   -  VICTORIA EAST (1995)
 AN0600
 AN0600                         *CURRENT SURVEY CONTROL
 AN0600  ___________________________________________________________________
 AN0600* NAD 83(1986)-  28 45 21.     (N)    096 54 50.     (W)     SCALED    
 AN0600* NAVD 88     -        22.51   (+/-2cm)      73.9    (feet)  VERTCON   
 AN0600  ___________________________________________________________________
 AN0600  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0600
 AN0600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0600
 AN0600.The horizontal coordinates were scaled from a topographic map and have
 AN0600.an estimated accuracy of +/- 6 seconds.
 AN0600
 AN0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0600.The vertical order pertains to the NGVD 29 superseded value.
 AN0600
 AN0600.The geoid height was determined by GEOID03.
 AN0600
 AN0600;                    North         East    Units  Estimated Accuracy
 AN0600;SPC TXSC     - 4,104,060.      803,720.      MT  (+/- 180 meters Scaled)
 AN0600
 AN0600                          SUPERSEDED SURVEY CONTROL
 AN0600
 AN0600  NGVD 29 (??/??/92)   22.610  (m)           74.18   (f) ADJ UNCH    2 0
 AN0600
 AN0600.Superseded values are not recommended for survey control.
 AN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0600.See file dsdata.txt to determine how the superseded data were derived.
 AN0600
 AN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS036827(NAD 83)
 AN0600_MARKER: DB = BENCH MARK DISK
 AN0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0600_STAMPING: E 698 1943
 AN0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0600+STABILITY: SURFACE MOTION
 AN0600
 AN0600  HISTORY     - Date     Condition        Report By
 AN0600  HISTORY     - 1943     MONUMENTED       CGS
 AN0600
 AN0600                          STATION DESCRIPTION
 AN0600
 AN0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0600'0.6 MI NE FROM GUADALUPE.
 AN0600'0.6 MILE NORTHEAST ALONG A COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AN0600'GUADALUPE, VICTORIA COUNTY, AT THE SOUTHEAST END OF A JOG IN THE ROAD,
 AN0600'33 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 7 FEET EAST OF A
 AN0600'POWER-LINE POLE, 3 FEET NORTHWEST OF A WHITE WITNESS POST, AND ABOUT
 AN0600'1/2 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED E 698 1943 AND
 AN0600'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0991 ***********************************************************************
 AN0991  DESIGNATION -  E 699
 AN0991  PID         -  AN0991
 AN0991  STATE/COUNTY-  TX/VICTORIA
 AN0991  USGS QUAD   -  MC FADDIN (1987)
 AN0991
 AN0991                         *CURRENT SURVEY CONTROL
 AN0991  ___________________________________________________________________
 AN0991* NAD 83(1986)-  28 34 49.     (N)    097 02 37.     (W)     SCALED    
 AN0991* NAVD 88     -        24.09   (+/-2cm)      79.0    (feet)  VERTCON   
 AN0991  ___________________________________________________________________
 AN0991  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0991
 AN0991  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0991
 AN0991.The horizontal coordinates were scaled from a topographic map and have
 AN0991.an estimated accuracy of +/- 6 seconds.
 AN0991
 AN0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0991.The vertical order pertains to the NGVD 29 superseded value.
 AN0991
 AN0991.The geoid height was determined by GEOID03.
 AN0991
 AN0991;                    North         East    Units  Estimated Accuracy
 AN0991;SPC TXSC     - 4,084,380.      791,380.      MT  (+/- 180 meters Scaled)
 AN0991
 AN0991                          SUPERSEDED SURVEY CONTROL
 AN0991
 AN0991  NGVD 29 (??/??/92)   24.229  (m)           79.49   (f) ADJ UNCH    2 0
 AN0991
 AN0991.Superseded values are not recommended for survey control.
 AN0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0991.See file dsdata.txt to determine how the superseded data were derived.
 AN0991
 AN0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS913630(NAD 83)
 AN0991_MARKER: DB = BENCH MARK DISK
 AN0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0991_STAMPING: E 699 1943
 AN0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0991+STABILITY: SURFACE MOTION
 AN0991
 AN0991  HISTORY     - Date     Condition        Report By
 AN0991  HISTORY     - 1943     MONUMENTED       CGS
 AN0991  HISTORY     - 1960     MARK NOT FOUND   USGS
 AN0991
 AN0991                          STATION DESCRIPTION
 AN0991
 AN0991'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AN0991'3.2 MI NW FROM MCFADDIN.
 AN0991'1.9 MILES WEST ALONG FARM-TO-MARKET ROAD 445 FROM THE MISSOURI PACIFIC
 AN0991'RAILROAD STATION AT MCFADDIN, VICTORIA COUNTY, THENCE 1.3 MILES NORTH
 AN0991'ALONG U.S. HIGHWAY 77.  0.2 MILE SOUTH OF A BRIDGE, 65.8 FEET WEST OF
 AN0991'THE CENTERLINE OF THE HIGHWAY, 16 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 AN0991'11.6 FEET NORTH OF A TELEPHONE POLE, IN LINE WITH THE ROW OF POLES, 3
 AN0991'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT BELOW THE
 AN0991'HIGHWAY.  A STANDARD DISK, STAMPED E 699 1943 AND SET IN THE TOP OF A
 AN0991'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND. NOTE-- THE AREA HAS
 AN0991'BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0148 ***********************************************************************
 EO0148  DESIGNATION -  E 70
 EO0148  PID         -  EO0148
 EO0148  STATE/COUNTY-  TX/LAMB
 EO0148  USGS QUAD   -  SUDAN (1981)
 EO0148
 EO0148                         *CURRENT SURVEY CONTROL
 EO0148  ___________________________________________________________________
 EO0148* NAD 83(1986)-  34 05 01.     (N)    102 32 55.     (W)     SCALED    
 EO0148* NAVD 88     -      1152.948  (meters)    3782.63   (feet)  ADJUSTED  
 EO0148  ___________________________________________________________________
 EO0148  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 EO0148  DYNAMIC HT  -        1151.448 (meters)    3777.71  (feet)  COMP
 EO0148  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 EO0148
 EO0148  VERT ORDER  -  FIRST     CLASS II
 EO0148
 EO0148.The horizontal coordinates were scaled from a topographic map and have
 EO0148.an estimated accuracy of +/- 6 seconds.
 EO0148
 EO0148.The orthometric height was determined by differential leveling
 EO0148.and adjusted by the National Geodetic Survey in June 1991..
 EO0148
 EO0148.The geoid height was determined by GEOID03.
 EO0148
 EO0148.The dynamic height is computed by dividing the NAVD 88
 EO0148.geopotential number by the normal gravity value computed on the
 EO0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0148.degrees latitude (g = 980.6199 gals.).
 EO0148
 EO0148.The modeled gravity was interpolated from observed gravity values.
 EO0148
 EO0148;                    North         East    Units  Estimated Accuracy
 EO0148;SPC TXNC     - 2,275,230.      226,420.      MT  (+/- 180 meters Scaled)
 EO0148
 EO0148                          SUPERSEDED SURVEY CONTROL
 EO0148
 EO0148  NGVD 29 (??/??/92) 1152.426  (m)         3780.92   (f) ADJ UNCH    1 2
 EO0148
 EO0148.Superseded values are not recommended for survey control.
 EO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0148.See file dsdata.txt to determine how the superseded data were derived.
 EO0148
 EO0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT261741(NAD 83)
 EO0148_MARKER: DB = BENCH MARK DISK
 EO0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0148_STAMPING: E 70 1930
 EO0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0148+STABILITY: SURFACE MOTION
 EO0148
 EO0148  HISTORY     - Date     Condition        Report By
 EO0148  HISTORY     - 1930     MONUMENTED       CGS
 EO0148  HISTORY     - 1934     MARK NOT FOUND   NGS
 EO0148  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0148
 EO0148                          STATION DESCRIPTION
 EO0148
 EO0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EO0148'1.7 MI N FROM SUDAN.
 EO0148'1.7 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM SUDAN,
 EO0148'LAMB COUNTY, ABOUT 0.3 MILE SOUTH OF MILEPOST 36, 50 FEET WEST OF THE
 EO0148'TRACK, AND SET IN THE TOP OF A CONCRETE POST.
 EO0148
 EO0148                          STATION RECOVERY (1982)
 EO0148
 EO0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0148'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0194 ***********************************************************************
 BO0194  DESIGNATION -  E 700
 BO0194  PID         -  BO0194
 BO0194  STATE/COUNTY-  TX/CROCKETT
 BO0194  USGS QUAD   -  INDIO HILL (1967)
 BO0194
 BO0194                         *CURRENT SURVEY CONTROL
 BO0194  ___________________________________________________________________
 BO0194* NAD 83(1986)-  30 46 36.     (N)    101 10 58.     (W)     SCALED    
 BO0194* NAVD 88     -       736.785  (meters)    2417.27   (feet)  ADJUSTED  
 BO0194  ___________________________________________________________________
 BO0194  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 BO0194  DYNAMIC HT  -         735.705 (meters)    2413.73  (feet)  COMP
 BO0194  MODELED GRAV-     979,151.2   (mgal)                       NAVD 88
 BO0194
 BO0194  VERT ORDER  -  SECOND    CLASS 0
 BO0194
 BO0194.The horizontal coordinates were scaled from a topographic map and have
 BO0194.an estimated accuracy of +/- 6 seconds.
 BO0194
 BO0194.The orthometric height was determined by differential leveling
 BO0194.and adjusted by the National Geodetic Survey in June 1991..
 BO0194
 BO0194.The geoid height was determined by GEOID03.
 BO0194
 BO0194.The dynamic height is computed by dividing the NAVD 88
 BO0194.geopotential number by the normal gravity value computed on the
 BO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0194.degrees latitude (g = 980.6199 gals.).
 BO0194
 BO0194.The modeled gravity was interpolated from observed gravity values.
 BO0194
 BO0194;                    North         East    Units  Estimated Accuracy
 BO0194;SPC TX C     - 3,123,360.      618,700.      MT  (+/- 180 meters Scaled)
 BO0194
 BO0194                          SUPERSEDED SURVEY CONTROL
 BO0194
 BO0194  NGVD 29 (??/??/92)  736.564  (m)         2416.54   (f) ADJ UNCH    2 0
 BO0194
 BO0194.Superseded values are not recommended for survey control.
 BO0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0194.See file dsdata.txt to determine how the superseded data were derived.
 BO0194
 BO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV911068(NAD 83)
 BO0194_MARKER: DB = BENCH MARK DISK
 BO0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0194_SP_SET: BRIDGE
 BO0194_STAMPING: E 700 1942
 BO0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0194
 BO0194  HISTORY     - Date     Condition        Report By
 BO0194  HISTORY     - 1942     MONUMENTED       CGS
 BO0194  HISTORY     - 1963     GOOD             NGS
 BO0194  HISTORY     - 1967     POOR             USGS
 BO0194
 BO0194                          STATION DESCRIPTION
 BO0194
 BO0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 BO0194'4.9 MI N FROM OZONA.
 BO0194'ABOUT 4.9 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE OZONA NATIONAL
 BO0194'BANK AT OZONA, CROCKETT COUNTY, 14.5 FEET NORTHWEST OF THE CENTER LINE
 BO0194'OF THE HIGHWAY, AT BRIDGE S 7-T 50, IN THE TOP OF THE NORTH WING WALL,
 BO0194'5 FEET SOUTHWEST OF A 10 INCH DAGGER BUSH, AND ABOUT LEVEL WITH THE
 BO0194'HIGHWAY.  A STANDARD DISK, STAMPED E 700 1942.
 BO0194
 BO0194                          STATION RECOVERY (1967)
 BO0194
 BO0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0194'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0350 ***********************************************************************
 CB0350  DESIGNATION -  E 701
 CB0350  PID         -  CB0350
 CB0350  STATE/COUNTY-  TX/IRION
 CB0350  USGS QUAD   -  BARNHART SW (1971)
 CB0350
 CB0350                         *CURRENT SURVEY CONTROL
 CB0350  ___________________________________________________________________
 CB0350* NAD 83(1986)-  31 06 52.     (N)    101 10 06.     (W)     SCALED    
 CB0350* NAVD 88     -       793.451  (meters)    2603.18   (feet)  ADJUSTED  
 CB0350  ___________________________________________________________________
 CB0350  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CB0350  DYNAMIC HT  -         792.303 (meters)    2599.41  (feet)  COMP
 CB0350  MODELED GRAV-     979,167.6   (mgal)                       NAVD 88
 CB0350
 CB0350  VERT ORDER  -  FIRST     CLASS II
 CB0350
 CB0350.The horizontal coordinates were scaled from a topographic map and have
 CB0350.an estimated accuracy of +/- 6 seconds.
 CB0350
 CB0350.The orthometric height was determined by differential leveling
 CB0350.and adjusted by the National Geodetic Survey in June 1991..
 CB0350
 CB0350.The geoid height was determined by GEOID03.
 CB0350
 CB0350.The dynamic height is computed by dividing the NAVD 88
 CB0350.geopotential number by the normal gravity value computed on the
 CB0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0350.degrees latitude (g = 980.6199 gals.).
 CB0350
 CB0350.The modeled gravity was interpolated from observed gravity values.
 CB0350
 CB0350;                    North         East    Units  Estimated Accuracy
 CB0350;SPC TX C     - 3,160,790.      620,360.      MT  (+/- 180 meters Scaled)
 CB0350
 CB0350                          SUPERSEDED SURVEY CONTROL
 CB0350
 CB0350  NGVD 29 (??/??/92)  793.196  (m)         2602.34   (f) ADJ UNCH    1 2
 CB0350
 CB0350.Superseded values are not recommended for survey control.
 CB0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0350.See file dsdata.txt to determine how the superseded data were derived.
 CB0350
 CB0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV932443(NAD 83)
 CB0350_MARKER: DB = BENCH MARK DISK
 CB0350_SETTING: 80 = SET IN A BOULDER
 CB0350_SP_SET: BOULDER
 CB0350_STAMPING: E 701 1942
 CB0350_MARK LOGO: CGS   
 CB0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0350+STABILITY: SURFACE MOTION
 CB0350
 CB0350  HISTORY     - Date     Condition        Report By
 CB0350  HISTORY     - 1942     MONUMENTED       CGS
 CB0350  HISTORY     - 1966     GOOD             NGS
 CB0350  HISTORY     - 1981     GOOD             NGS
 CB0350
 CB0350                          STATION DESCRIPTION
 CB0350
 CB0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CB0350'1.0 MI S FROM BARNHART.
 CB0350'ABOUT 1.0 MILES SOUTH ALONG STATE HIGHWAY 163 FROM THE JUNCTION OF
 CB0350'U.S. HIGHWAY 67 AT BARNHART, IRION COUNTY, ABOUT 222 FEET SOUTHWEST OF
 CB0350'THE SOUTH END OF A CONCRETE CULVERT, 47 FEET WEST OF THE CENTER LINE
 CB0350'OF THE HIGHWAY, 4 FEET EAST OF A WIRE FENCE PARALLELING THE HIGHWAY,
 CB0350'IN THE TOP OF A FLAT BOULDER SURROUNDER BY A CIRCLE OF ROCKS, AND
 CB0350'ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 701
 CB0350'1942.
 CB0350
 CB0350                          STATION RECOVERY (1981)
 CB0350
 CB0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0223 ***********************************************************************
 BO0223  DESIGNATION -  E 702
 BO0223  PID         -  BO0223
 BO0223  STATE/COUNTY-  TX/CROCKETT
 BO0223  USGS QUAD   -  HOWARDS WELL (1970)
 BO0223
 BO0223                         *CURRENT SURVEY CONTROL
 BO0223  ___________________________________________________________________
 BO0223* NAD 83(1986)-  30 28 00.     (N)    101 28 08.     (W)     SCALED    
 BO0223* NAVD 88     -       616.510  (meters)    2022.67   (feet)  ADJUSTED  
 BO0223  ___________________________________________________________________
 BO0223  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 BO0223  DYNAMIC HT  -         615.587 (meters)    2019.64  (feet)  COMP
 BO0223  MODELED GRAV-     979,125.7   (mgal)                       NAVD 88
 BO0223
 BO0223  VERT ORDER  -  FIRST     CLASS II
 BO0223
 BO0223.The horizontal coordinates were scaled from a topographic map and have
 BO0223.an estimated accuracy of +/- 6 seconds.
 BO0223
 BO0223.The orthometric height was determined by differential leveling
 BO0223.and adjusted by the National Geodetic Survey in June 1991..
 BO0223
 BO0223.The geoid height was determined by GEOID03.
 BO0223
 BO0223.The dynamic height is computed by dividing the NAVD 88
 BO0223.geopotential number by the normal gravity value computed on the
 BO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0223.degrees latitude (g = 980.6199 gals.).
 BO0223
 BO0223.The modeled gravity was interpolated from observed gravity values.
 BO0223
 BO0223;                    North         East    Units  Estimated Accuracy
 BO0223;SPC TX C     - 3,089,240.      590,960.      MT  (+/- 180 meters Scaled)
 BO0223
 BO0223                          SUPERSEDED SURVEY CONTROL
 BO0223
 BO0223  NGVD 29 (??/??/92)  616.320  (m)         2022.04   (f) ADJ UNCH    1 2
 BO0223
 BO0223.Superseded values are not recommended for survey control.
 BO0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0223.See file dsdata.txt to determine how the superseded data were derived.
 BO0223
 BO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU629730(NAD 83)
 BO0223_MARKER: DB = BENCH MARK DISK
 BO0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0223_STAMPING: E 702 1942
 BO0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0223+STABILITY: SURFACE MOTION
 BO0223
 BO0223  HISTORY     - Date     Condition        Report By
 BO0223  HISTORY     - 1942     MONUMENTED       CGS
 BO0223  HISTORY     - 1961     MARK NOT FOUND   LOCSUR
 BO0223
 BO0223                          STATION DESCRIPTION
 BO0223
 BO0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0223'27.9 MI SW FROM OZONA.
 BO0223'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0223'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0223'ABOUT 23.3 MILES SOUTHWEST ALONG A DIRT ROAD, 33.6 FEET SOUTHEAST OF
 BO0223'THE CENTER LINE OF THE DIRT ROAD, 1.5 FEET NORTHWEST OF A WIRE FENCE
 BO0223'WHICH RUNS PARALLEL WITH THE ROAD, 160.0 FEET SOUTH AND ACROSS THE
 BO0223'ROAD FROM THE SOUTHWEST CORNER OF A ONE-STORY RANCH BUNKHOUSE, 56.0
 BO0223'FEET EAST OF FROM THE CENTER OF A WOODEN BUMPER GATE, ABOUT LEVEL WITH
 BO0223'THE ROAD.
 BO0223
 BO0223                          STATION RECOVERY (1961)
 BO0223
 BO0223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 BO0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0293 ***********************************************************************
 BO0293  DESIGNATION -  E 703
 BO0293  PID         -  BO0293
 BO0293  STATE/COUNTY-  TX/VAL VERDE
 BO0293  USGS QUAD   -  PANDALE (1970)
 BO0293
 BO0293                         *CURRENT SURVEY CONTROL
 BO0293  ___________________________________________________________________
 BO0293* NAD 83(1986)-  30 09 39.     (N)    101 33 16.     (W)     SCALED    
 BO0293* NAVD 88     -       488.228  (meters)    1601.79   (feet)  ADJUSTED  
 BO0293  ___________________________________________________________________
 BO0293  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 BO0293  DYNAMIC HT  -         487.507 (meters)    1599.43  (feet)  COMP
 BO0293  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 BO0293
 BO0293  VERT ORDER  -  FIRST     CLASS II
 BO0293
 BO0293.The horizontal coordinates were scaled from a topographic map and have
 BO0293.an estimated accuracy of +/- 6 seconds.
 BO0293
 BO0293.The orthometric height was determined by differential leveling
 BO0293.and adjusted by the National Geodetic Survey in June 1991..
 BO0293
 BO0293.The geoid height was determined by GEOID03.
 BO0293
 BO0293.The dynamic height is computed by dividing the NAVD 88
 BO0293.geopotential number by the normal gravity value computed on the
 BO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0293.degrees latitude (g = 980.6199 gals.).
 BO0293
 BO0293.The modeled gravity was interpolated from observed gravity values.
 BO0293
 BO0293;                    North         East    Units  Estimated Accuracy
 BO0293;SPC TXSC     - 4,260,640.      353,960.      MT  (+/- 180 meters Scaled)
 BO0293
 BO0293                          SUPERSEDED SURVEY CONTROL
 BO0293
 BO0293  NGVD 29 (??/??/92)  488.094  (m)         1601.36   (f) ADJ UNCH    1 2
 BO0293
 BO0293.Superseded values are not recommended for survey control.
 BO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0293.See file dsdata.txt to determine how the superseded data were derived.
 BO0293
 BO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU539393(NAD 83)
 BO0293_MARKER: DB = BENCH MARK DISK
 BO0293_SETTING: 66 = SET IN ROCK OUTCROP
 BO0293_SP_SET: LEDGE
 BO0293_STAMPING: E 703 1942
 BO0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0293+STABILITY: POSITION/ELEVATION WELL
 BO0293
 BO0293  HISTORY     - Date     Condition        Report By
 BO0293  HISTORY     - 1942     MONUMENTED       CGS
 BO0293  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0293
 BO0293                          STATION DESCRIPTION
 BO0293
 BO0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0293'2.95 MI SW FROM PANDALE.
 BO0293'THIS MARK IS ABOUT 2.95 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE
 BO0293'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 288.0 FEET SOUTH OF THE
 BO0293'CENTER LINE OF A DIRT ROAD, 9.2 FEET WEST OF A CEDAR TREE, 30.3 FEET
 BO0293'EAST OF A SECOND CEDAR TREE, SET. IN THE TOP OF THE FIRST ROCK LEDGE
 BO0293'ON THE SOUTH RIVER BANK OF AN OLD STREAM BED, ABOUT 4.5 FEET HIGHER
 BO0293'THAN THE ROAD.
 BO0293
 BO0293                          STATION RECOVERY (1970)
 BO0293
 BO0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0307 ***********************************************************************
 AZ0307  DESIGNATION -  E 704
 AZ0307  PID         -  AZ0307
 AZ0307  STATE/COUNTY-  TX/VAL VERDE
 AZ0307  USGS QUAD   -  LANGTRY (1973)
 AZ0307
 AZ0307                         *CURRENT SURVEY CONTROL
 AZ0307  ___________________________________________________________________
 AZ0307* NAD 83(1986)-  29 52 24.     (N)    101 33 24.     (W)     SCALED    
 AZ0307* NAVD 88     -       485.716  (meters)    1593.55   (feet)  ADJUSTED  
 AZ0307  ___________________________________________________________________
 AZ0307  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AZ0307  DYNAMIC HT  -         485.001 (meters)    1591.21  (feet)  COMP
 AZ0307  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 AZ0307
 AZ0307  VERT ORDER  -  FIRST     CLASS II
 AZ0307
 AZ0307.The horizontal coordinates were scaled from a topographic map and have
 AZ0307.an estimated accuracy of +/- 6 seconds.
 AZ0307
 AZ0307.The orthometric height was determined by differential leveling
 AZ0307.and adjusted by the National Geodetic Survey in June 1991..
 AZ0307
 AZ0307.The geoid height was determined by GEOID03.
 AZ0307
 AZ0307.The dynamic height is computed by dividing the NAVD 88
 AZ0307.geopotential number by the normal gravity value computed on the
 AZ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0307.degrees latitude (g = 980.6199 gals.).
 AZ0307
 AZ0307.The modeled gravity was interpolated from observed gravity values.
 AZ0307
 AZ0307;                    North         East    Units  Estimated Accuracy
 AZ0307;SPC TXSC     - 4,228,790.      353,050.      MT  (+/- 180 meters Scaled)
 AZ0307
 AZ0307                          SUPERSEDED SURVEY CONTROL
 AZ0307
 AZ0307  NGVD 29 (??/??/92)  485.593  (m)         1593.15   (f) ADJ UNCH    1 2
 AZ0307
 AZ0307.Superseded values are not recommended for survey control.
 AZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0307.See file dsdata.txt to determine how the superseded data were derived.
 AZ0307
 AZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU530074(NAD 83)
 AZ0307_MARKER: DB = BENCH MARK DISK
 AZ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0307_STAMPING: E 704 1942
 AZ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0307+STABILITY: SURFACE MOTION
 AZ0307
 AZ0307  HISTORY     - Date     Condition        Report By
 AZ0307  HISTORY     - 1942     MONUMENTED       CGS
 AZ0307  HISTORY     - 1973     GOOD             USGS
 AZ0307  HISTORY     - 1981     GOOD             NGS
 AZ0307  HISTORY     - 20010607 GOOD             USPSQD
 AZ0307
 AZ0307                          STATION DESCRIPTION
 AZ0307
 AZ0307'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0307'4.8 MI N FROM LANGTRY.
 AZ0307'ABOUT 4.7 MI NORTH ALONG A DIRT ROAD TO PANDALE FROM THE SOUTHERN
 AZ0307'PACIFIC CO. RAILROAD STATION AT LANGTRY, 0.1 MI. SOUTH OF A
 AZ0307'CATTLEGUARD, AT A BEND IN THE ROAD, 32 FEET NORTHEAST OF THE CENTER
 AZ0307'LINE OF THE ROAD, 1.8 FEET SOUTHWEST OF A WIRE FENCE PARALLELING THE
 AZ0307'ROAD, AND ABOUT 3 INCHES LOWER THAN THE ROAD.  A STANDARD DISK STAMPED
 AZ0307'E 704 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AZ0307
 AZ0307                          STATION RECOVERY (1981)
 AZ0307
 AZ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0307'1.3 KM (0.8 MI) NORTHWEST ALONG LOOP 25 FROM THE POST OFFICE IN
 AZ0307'LANGTRY, THENCE 7.3 KM (4.55 MI) NORTHERLY ALONG A GRAVELED ROAD, 0.1
 AZ0307'KM (0.05 MI) SOUTH OF A CATTLE GUARD.
 AZ0307
 AZ0307                          STATION RECOVERY (2001)
 AZ0307
 AZ0307'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0507 ***********************************************************************
 CD0507  DESIGNATION -  E 705
 CD0507  PID         -  CD0507
 CD0507  STATE/COUNTY-  TX/HUDSPETH
 CD0507  USGS QUAD   -  BLACK HILLS (1979)
 CD0507
 CD0507                         *CURRENT SURVEY CONTROL
 CD0507  ___________________________________________________________________
 CD0507* NAD 83(1986)-  31 23 39.     (N)    105 20 57.     (W)     SCALED    
 CD0507* NAVD 88     -      1372.363  (meters)    4502.49   (feet)  ADJUSTED  
 CD0507  ___________________________________________________________________
 CD0507  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0507  DYNAMIC HT  -        1370.219 (meters)    4495.46  (feet)  COMP
 CD0507  MODELED GRAV-     979,029.5   (mgal)                       NAVD 88
 CD0507
 CD0507  VERT ORDER  -  FIRST     CLASS II
 CD0507
 CD0507.The horizontal coordinates were scaled from a topographic map and have
 CD0507.an estimated accuracy of +/- 6 seconds.
 CD0507
 CD0507.The orthometric height was determined by differential leveling
 CD0507.and adjusted by the National Geodetic Survey in June 1991..
 CD0507
 CD0507.The geoid height was determined by GEOID03.
 CD0507
 CD0507.The dynamic height is computed by dividing the NAVD 88
 CD0507.geopotential number by the normal gravity value computed on the
 CD0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0507.degrees latitude (g = 980.6199 gals.).
 CD0507
 CD0507.The modeled gravity was interpolated from observed gravity values.
 CD0507
 CD0507;                    North         East    Units  Estimated Accuracy
 CD0507;SPC TX C     - 3,202,260.      223,160.      MT  (+/- 180 meters Scaled)
 CD0507
 CD0507                          SUPERSEDED SURVEY CONTROL
 CD0507
 CD0507  NGVD 29 (??/??/92) 1371.796  (m)         4500.63   (f) ADJ UNCH    1 2
 CD0507
 CD0507.Superseded values are not recommended for survey control.
 CD0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0507.See file dsdata.txt to determine how the superseded data were derived.
 CD0507
 CD0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ668733(NAD 83)
 CD0507_MARKER: DB = BENCH MARK DISK
 CD0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0507_STAMPING: E 705 1942
 CD0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0507+STABILITY: SURFACE MOTION
 CD0507
 CD0507  HISTORY     - Date     Condition        Report By
 CD0507  HISTORY     - 1942     MONUMENTED       CGS
 CD0507  HISTORY     - 1958     GOOD             NGS
 CD0507
 CD0507                          STATION DESCRIPTION
 CD0507
 CD0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0507'16.65 MI N FROM SIERRA BLANCA.
 CD0507'ABOUT 16.65 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0507'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 33 FEET WEST OF THE CENTER
 CD0507'LINE OF THE ROAD, 14 FEET SOUTH OF AN 8-FOOT BUSH, 1 FOOT EAST OF A
 CD0507'FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 MILE
 CD0507'NORTH OF THE JUNCTION OF A ROAD LEADING EAST TO SEVERAL OLD RANCH
 CD0507'BUILDINGS, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE
 CD0507'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0457 ***********************************************************************
 CD0457  DESIGNATION -  E 706
 CD0457  PID         -  CD0457
 CD0457  STATE/COUNTY-  TX/HUDSPETH
 CD0457  USGS QUAD   -  MICKEY DRAW WEST (1984)
 CD0457
 CD0457                         *CURRENT SURVEY CONTROL
 CD0457  ___________________________________________________________________
 CD0457* NAD 83(1986)-  31 45 02.     (N)    105 22 22.     (W)     SCALED    
 CD0457* NAVD 88     -      1280.023  (meters)    4199.54   (feet)  ADJUSTED  
 CD0457  ___________________________________________________________________
 CD0457  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 CD0457  DYNAMIC HT  -        1278.098 (meters)    4193.23  (feet)  COMP
 CD0457  MODELED GRAV-     979,090.7   (mgal)                       NAVD 88
 CD0457
 CD0457  VERT ORDER  -  FIRST     CLASS I
 CD0457
 CD0457.The horizontal coordinates were scaled from a topographic map and have
 CD0457.an estimated accuracy of +/- 6 seconds.
 CD0457
 CD0457.The orthometric height was determined by differential leveling
 CD0457.and adjusted by the National Geodetic Survey in June 1991..
 CD0457
 CD0457.The geoid height was determined by GEOID03.
 CD0457
 CD0457.The dynamic height is computed by dividing the NAVD 88
 CD0457.geopotential number by the normal gravity value computed on the
 CD0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0457.degrees latitude (g = 980.6199 gals.).
 CD0457
 CD0457.The modeled gravity was interpolated from observed gravity values.
 CD0457
 CD0457;                    North         East    Units  Estimated Accuracy
 CD0457;SPC TX C     - 3,241,830.      222,700.      MT  (+/- 180 meters Scaled)
 CD0457
 CD0457                          SUPERSEDED SURVEY CONTROL
 CD0457
 CD0457  NGVD 29 (??/??/92) 1279.485  (m)         4197.78   (f) ADJ UNCH    1 1
 CD0457
 CD0457.Superseded values are not recommended for survey control.
 CD0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0457.See file dsdata.txt to determine how the superseded data were derived.
 CD0457
 CD0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR646128(NAD 83)
 CD0457_MARKER: DB = BENCH MARK DISK
 CD0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0457_STAMPING: E 706 1943
 CD0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0457+STABILITY: SURFACE MOTION
 CD0457
 CD0457  HISTORY     - Date     Condition        Report By
 CD0457  HISTORY     - 1943     MONUMENTED       CGS
 CD0457  HISTORY     - 1958     GOOD             NGS
 CD0457  HISTORY     - 1977     GOOD             NGS
 CD0457
 CD0457                          STATION DESCRIPTION
 CD0457
 CD0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0457'41.9 MI N FROM SIERRA BLANCA.
 CD0457'ABOUT 41.9 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0457'PACIFIC RAILROAD STATION AT SIERRA BLANCA, ABOUT 0.7 MILE SOUTH OF THE
 CD0457'JUNCTION WITH U. S. HIGHWAYS 62 AND 180, 120 YARDS WEST OF THE CENTER
 CD0457'LINE OF THE ROAD, 28 FEET WEST OF THE CENTER LINE OF THE OLD ROAD, 144
 CD0457'FEET EAST OF A POWER POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 CD0457'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE OLD ROAD, AND IN THE TOP OF
 CD0457'A CONCRETE POST PROJECTING 3 INCHES.
 CD0457
 CD0457                          STATION RECOVERY (1977)
 CD0457
 CD0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0457'40.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0457'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 0.75 MILE SOUTH
 CD0457'ALONG RANCH ROAD 1111, ABOUT 120 YARDS WEST OF THE CENTER LINE OF
 CD0457'OF THE ROAD, 28 FT. WEST OF THE CENTER LINE OF THE OLD ROAD,
 CD0457'144 FT. EAST-SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0404 ***********************************************************************
 BP0404  DESIGNATION -  E 707
 BP0404  PID         -  BP0404
 BP0404  STATE/COUNTY-  TX/BREWSTER
 BP0404  USGS QUAD   -  ELEPHANT MOUNTAIN (1983)
 BP0404
 BP0404                         *CURRENT SURVEY CONTROL
 BP0404  ___________________________________________________________________
 BP0404* NAD 83(1986)-  30 04 56.     (N)    103 35 44.     (W)     SCALED    
 BP0404* NAVD 88     -      1365.541  (meters)    4480.11   (feet)  ADJUSTED  
 BP0404  ___________________________________________________________________
 BP0404  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 BP0404  DYNAMIC HT  -        1363.282 (meters)    4472.70  (feet)  COMP
 BP0404  MODELED GRAV-     978,940.2   (mgal)                       NAVD 88
 BP0404
 BP0404  VERT ORDER  -  SECOND    CLASS 0
 BP0404
 BP0404.The horizontal coordinates were scaled from a topographic map and have
 BP0404.an estimated accuracy of +/- 6 seconds.
 BP0404
 BP0404.The orthometric height was determined by differential leveling
 BP0404.and adjusted by the National Geodetic Survey in June 1991..
 BP0404
 BP0404.The geoid height was determined by GEOID03.
 BP0404
 BP0404.The dynamic height is computed by dividing the NAVD 88
 BP0404.geopotential number by the normal gravity value computed on the
 BP0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0404.degrees latitude (g = 980.6199 gals.).
 BP0404
 BP0404.The modeled gravity was interpolated from observed gravity values.
 BP0404
 BP0404;                    North         East    Units  Estimated Accuracy
 BP0404;SPC TXSC     - 4,257,950.      157,100.      MT  (+/- 180 meters Scaled)
 BP0404
 BP0404                          SUPERSEDED SURVEY CONTROL
 BP0404
 BP0404  NGVD 29 (??/??/92) 1365.036  (m)         4478.46   (f) ADJ UNCH    2 0
 BP0404
 BP0404.Superseded values are not recommended for survey control.
 BP0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0404.See file dsdata.txt to determine how the superseded data were derived.
 BP0404
 BP0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP353287(NAD 83)
 BP0404_MARKER: DB = BENCH MARK DISK
 BP0404_SETTING: 66 = SET IN ROCK OUTCROP
 BP0404_SP_SET: ROCK OUTCROP
 BP0404_STAMPING: E 707 1943
 BP0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0404+STABILITY: POSITION/ELEVATION WELL
 BP0404
 BP0404  HISTORY     - Date     Condition        Report By
 BP0404  HISTORY     - 1943     MONUMENTED       CGS
 BP0404  HISTORY     - 1966     GOOD             NGS
 BP0404
 BP0404                          STATION DESCRIPTION
 BP0404
 BP0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0404'23.0 MI S FROM ALPINE.
 BP0404'ABOUT 0.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0404'STATION AT ALPINE, THENCE 22.6 MILES SOUTH ALONG STATE HIGHWAY 118, IN
 BP0404'THE TOP OF A SMALL ROCK OUTCROP SURROUNDED BY A CIRCLE OF ROCKS, 50
 BP0404'FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY ROADBED, 0.15 MILES
 BP0404'NORTHWEST OF A DIP ALONG THE NEW HIGHWAY, 0.1 MILES WEST OF THE NEW
 BP0404'HIGHWAY, 0.15 MILES EAST OF HOUSE AND WINDMILL, 28 FEET SOUTH OF A
 BP0404'FENCE, AND ABOUT 10 FEET SOUTH OF THE POWER LINE LEADING TO THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0293 ***********************************************************************
 BA0293  DESIGNATION -  E 708
 BA0293  PID         -  BA0293
 BA0293  STATE/COUNTY-  TX/BREWSTER
 BA0293  USGS QUAD   -  BUCK HILL (1983)
 BA0293
 BA0293                         *CURRENT SURVEY CONTROL
 BA0293  ___________________________________________________________________
 BA0293* NAD 83(1986)-  29 45 28.     (N)    103 34 15.     (W)     SCALED    
 BA0293* NAVD 88     -      1193.712  (meters)    3916.37   (feet)  ADJUSTED  
 BA0293  ___________________________________________________________________
 BA0293  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 BA0293  DYNAMIC HT  -        1191.756 (meters)    3909.95  (feet)  COMP
 BA0293  MODELED GRAV-     978,962.4   (mgal)                       NAVD 88
 BA0293
 BA0293  VERT ORDER  -  SECOND    CLASS 0
 BA0293
 BA0293.The horizontal coordinates were scaled from a topographic map and have
 BA0293.an estimated accuracy of +/- 6 seconds.
 BA0293
 BA0293.The orthometric height was determined by differential leveling
 BA0293.and adjusted by the National Geodetic Survey in June 1991..
 BA0293
 BA0293.The geoid height was determined by GEOID03.
 BA0293
 BA0293.The dynamic height is computed by dividing the NAVD 88
 BA0293.geopotential number by the normal gravity value computed on the
 BA0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0293.degrees latitude (g = 980.6199 gals.).
 BA0293
 BA0293.The modeled gravity was interpolated from observed gravity values.
 BA0293
 BA0293;                    North         East    Units  Estimated Accuracy
 BA0293;SPC TXSC     - 4,221,920.      158,070.      MT  (+/- 180 meters Scaled)
 BA0293
 BA0293                          SUPERSEDED SURVEY CONTROL
 BA0293
 BA0293  NGVD 29 (??/??/92) 1193.24   (m)         3914.8    (f) COMPUTED    2 0
 BA0293
 BA0293.Superseded values are not recommended for survey control.
 BA0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0293.See file dsdata.txt to determine how the superseded data were derived.
 BA0293
 BA0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN381928(NAD 83)
 BA0293_MARKER: DB = BENCH MARK DISK
 BA0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0293_STAMPING: E 708 1943
 BA0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0293+STABILITY: SURFACE MOTION
 BA0293
 BA0293  HISTORY     - Date     Condition        Report By
 BA0293  HISTORY     - 1943     MONUMENTED       CGS
 BA0293  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0293  HISTORY     - 20010331 POOR             NGS
 BA0293
 BA0293                          STATION DESCRIPTION
 BA0293
 BA0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0293'37.1 MI NW FROM TERLINGUA.
 BA0293'THIS MARK IS ABOUT 37.1 MILES NORTHWEST ALONG A DIRT ROAD FROM THE
 BA0293'CHISOS HOTEL AT TERLINGUA, BREWSTER COUNTY, 20.6 FEET NORTHEAST OF THE
 BA0293'CENTER LINE OF THE DIRT ROAD, 40.7 FEET SOUTHWEST OF A WIRE FENCE
 BA0293'WHICH RUNS PARALLEL WITH THE ROAD, 11.1 FEET NORTHWEST OF A TELEPHONE
 BA0293'POLE, IN LINE WITH THE POLES, ABOUT 3-INCHES HIGHER THAN THE ROAD, 2
 BA0293'FEET SOUTHEAST OF A STANDARD REFERENCE POST.
 BA0293
 BA0293                          STATION RECOVERY (1958)
 BA0293
 BA0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0293'MARK NOT FOUND.
 BA0293
 BA0293                          STATION RECOVERY (2001)
 BA0293
 BA0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0293'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0294 ***********************************************************************
 BA0294  DESIGNATION -  E 708 RESET 1950
 BA0294  PID         -  BA0294
 BA0294  STATE/COUNTY-  TX/BREWSTER
 BA0294  USGS QUAD   -  BUCK HILL (1983)
 BA0294
 BA0294                         *CURRENT SURVEY CONTROL
 BA0294  ___________________________________________________________________
 BA0294* NAD 83(1986)-  29 45 27.     (N)    103 34 15.     (W)     SCALED    
 BA0294* NAVD 88     -      1193.27   (meters)    3914.9    (feet)  RESET     
 BA0294  ___________________________________________________________________
 BA0294  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 BA0294
 BA0294  VERT ORDER  -  THIRD
 BA0294
 BA0294.The horizontal coordinates were scaled from a topographic map and have
 BA0294.an estimated accuracy of +/- 6 seconds.
 BA0294
 BA0294.The orthometric height was computed from unverified reset data.
 BA0294
 BA0294.The geoid height was determined by GEOID03.
 BA0294
 BA0294;                    North         East    Units  Estimated Accuracy
 BA0294;SPC TXSC     - 4,221,890.      158,070.      MT  (+/- 180 meters Scaled)
 BA0294
 BA0294                          SUPERSEDED SURVEY CONTROL
 BA0294
 BA0294  NGVD 29 (??/??/??) 1192.79   (m)         3913.3    (f) RESET       3  
 BA0294
 BA0294.Superseded values are not recommended for survey control.
 BA0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0294.See file dsdata.txt to determine how the superseded data were derived.
 BA0294
 BA0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN381927(NAD 83)
 BA0294_MARKER: DD = SURVEY DISK
 BA0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0294_STAMPING: E 708 RESET 1950
 BA0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0294+STABILITY: SURFACE MOTION
 BA0294
 BA0294  HISTORY     - Date     Condition        Report By
 BA0294  HISTORY     - 1950     MONUMENTED       TXHD
 BA0294  HISTORY     - 1958     GOOD             NGS
 BA0294  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0294
 BA0294                          STATION DESCRIPTION
 BA0294
 BA0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0294'35.65 MI N FROM TERLINGUA.
 BA0294'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0294'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0294'THENCE ABOUT 20.25 MILES NORTH ALONG STATE HIGHWAY 118.  60 FEET
 BA0294'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ON THE INSIDE OF A LONG
 BA0294'CURVE IN THE ROAD, ABOUT 0.2 MILE SOUTHEAST OF A 24-INCH STEEL
 BA0294'CULVERT, 114 FEET SOUTHEAST OF A CONCRETE HIGHWAY MARKER, 13 FEET
 BA0294'NORTHEAST OF THE SOUTHWEST HIGHWAY RIGHT OF WAY FENCE, 1 1/2 FEET
 BA0294'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BA0294'POST FLUSH WITH THE GROUND.
 BA0294
 BA0294                          STATION RECOVERY (2001)
 BA0294
 BA0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0294'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0255 ***********************************************************************
 BA0255  DESIGNATION -  E 709
 BA0255  PID         -  BA0255
 BA0255  STATE/COUNTY-  TX/BREWSTER
 BA0255  USGS QUAD   -  HEN EGG MOUNTAIN (1971)
 BA0255
 BA0255                         *CURRENT SURVEY CONTROL
 BA0255  ___________________________________________________________________
 BA0255* NAD 83(1986)-  29 24 55.     (N)    103 36 00.     (W)     SCALED    
 BA0255* NAVD 88     -       841.652  (meters)    2761.32   (feet)  ADJUSTED  
 BA0255  ___________________________________________________________________
 BA0255  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 BA0255  DYNAMIC HT  -         840.290 (meters)    2756.85  (feet)  COMP
 BA0255  MODELED GRAV-     978,997.6   (mgal)                       NAVD 88
 BA0255
 BA0255  VERT ORDER  -  SECOND    CLASS 0
 BA0255
 BA0255.The horizontal coordinates were scaled from a topographic map and have
 BA0255.an estimated accuracy of +/- 6 seconds.
 BA0255
 BA0255.The orthometric height was determined by differential leveling
 BA0255.and adjusted by the National Geodetic Survey in June 1991..
 BA0255
 BA0255.The geoid height was determined by GEOID03.
 BA0255
 BA0255.The dynamic height is computed by dividing the NAVD 88
 BA0255.geopotential number by the normal gravity value computed on the
 BA0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0255.degrees latitude (g = 980.6199 gals.).
 BA0255
 BA0255.The modeled gravity was interpolated from observed gravity values.
 BA0255
 BA0255;                    North         East    Units  Estimated Accuracy
 BA0255;SPC TXSC     - 4,184,100.      153,760.      MT  (+/- 180 meters Scaled)
 BA0255
 BA0255                          SUPERSEDED SURVEY CONTROL
 BA0255
 BA0255  NGVD 29 (??/??/92)  841.209  (m)         2759.87   (f) ADJ UNCH    2 0
 BA0255
 BA0255.Superseded values are not recommended for survey control.
 BA0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0255.See file dsdata.txt to determine how the superseded data were derived.
 BA0255
 BA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN358548(NAD 83)
 BA0255_MARKER: DB = BENCH MARK DISK
 BA0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0255_STAMPING: E 709 1943
 BA0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0255+STABILITY: SURFACE MOTION
 BA0255
 BA0255  HISTORY     - Date     Condition        Report By
 BA0255  HISTORY     - 1943     MONUMENTED       CGS
 BA0255  HISTORY     - 1967     POOR             NGS
 BA0255  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0255
 BA0255                          STATION DESCRIPTION
 BA0255
 BA0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0255'8.2 MI NE FROM TERLINGUA.
 BA0255'1.0 MILES EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0255'TERLINGUA, THENCE 7.2 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 0.25
 BA0255'MILE NORTHEAST OF THE FULCHER RANCH HOUSE. 80.0 FEET SOUTHEAST OF THE
 BA0255'CENTER LINE OF THE ROAD, IN THE NORTHWEST EDGE OF A FLAT, 1.5 FEET
 BA0255'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 3.0 FEET BELOW THE LEVEL OF
 BA0255'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6.0 INCHES.
 BA0255
 BA0255                          STATION RECOVERY (2001)
 BA0255
 BA0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0255'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0395 ***********************************************************************
 DP0395  DESIGNATION -  E 71
 DP0395  PID         -  DP0395
 DP0395  STATE/COUNTY-  TX/LUBBOCK
 DP0395  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0395
 DP0395                         *CURRENT SURVEY CONTROL
 DP0395  ___________________________________________________________________
 DP0395* NAD 83(1986)-  33 33 11.     (N)    101 48 30.     (W)     SCALED    
 DP0395* NAVD 88     -       966.069  (meters)    3169.51   (feet)  ADJUSTED  
 DP0395  ___________________________________________________________________
 DP0395  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 DP0395  DYNAMIC HT  -         964.822 (meters)    3165.42  (feet)  COMP
 DP0395  MODELED GRAV-     979,312.9   (mgal)                       NAVD 88
 DP0395
 DP0395  VERT ORDER  -  FIRST     CLASS II
 DP0395
 DP0395.The horizontal coordinates were scaled from a topographic map and have
 DP0395.an estimated accuracy of +/- 6 seconds.
 DP0395
 DP0395.The orthometric height was determined by differential leveling
 DP0395.and adjusted by the National Geodetic Survey in June 1991..
 DP0395.WARNING-Repeat measurements at this control monument indicate possible
 DP0395.vertical movement.
 DP0395
 DP0395.The geoid height was determined by GEOID03.
 DP0395
 DP0395.The dynamic height is computed by dividing the NAVD 88
 DP0395.geopotential number by the normal gravity value computed on the
 DP0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0395.degrees latitude (g = 980.6199 gals.).
 DP0395
 DP0395.The modeled gravity was interpolated from observed gravity values.
 DP0395
 DP0395;                    North         East    Units  Estimated Accuracy
 DP0395;SPC TXNC     - 2,214,020.      292,850.      MT  (+/- 180 meters Scaled)
 DP0395
 DP0395                          SUPERSEDED SURVEY CONTROL
 DP0395
 DP0395  NGVD 29 (??/??/92)  965.710  (m)         3168.33   (f) ADJ UNCH    1 2
 DP0395
 DP0395.Superseded values are not recommended for survey control.
 DP0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0395.See file dsdata.txt to determine how the superseded data were derived.
 DP0395
 DP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC392161(NAD 83)
 DP0395_MARKER: DB = BENCH MARK DISK
 DP0395_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP0395_SP_SET: BRIDGE ABUTMENT
 DP0395_STAMPING: E 71 1930
 DP0395_MARK LOGO: CGS   
 DP0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0395+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1996
 DP0395
 DP0395  HISTORY     - Date     Condition        Report By
 DP0395  HISTORY     - 1930     MONUMENTED       CGS
 DP0395  HISTORY     - 1934     GOOD             NGS
 DP0395  HISTORY     - 1982     GOOD             NGS
 DP0395  HISTORY     - 19961004 GOOD             NGS
 DP0395
 DP0395                          STATION DESCRIPTION
 DP0395
 DP0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0395'2.5 MI N FROM BURRIS.
 DP0395'2-1/2 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0395'BURRIS, LUBBOCK COUNTY, ABOUT 1/2 MILE SOUTH OF MILEPOST 677, AT
 DP0395'BRIDGE 677A, IN THE NORTH PIER, AND ON THE WEST SIDE OF THE TRACK.
 DP0395
 DP0395                          STATION RECOVERY (1982)
 DP0395
 DP0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0395'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  4.7 KM (2.9 MI)
 DP0395'SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 DP0395'LUBBOCK, IN TOP OF AND 0.3 METER (1.0 FT) NORTHEAST OF THE SOUTHWEST
 DP0395'END OF THE NORTHEAST CONCRETE ABUTMENT OF A RAILROAD TRESTLE, 44.5
 DP0395'METERS (146.0 FT) SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 DP0395'SOUTHLAND DRIVE AND EAST 46TH STREET, 41.1 METERS (134.8 FT) SOUTHEAST
 DP0395'OF UTILITY POLE NUMBER 6617 AND 2.1 METERS (6.9 FT) SOUTHWEST OF THE
 DP0395'NEAR RAIL.
 DP0395'THE MARK IS 0.6 M BELOW THE TRACKS.
 DP0395
 DP0395                          STATION RECOVERY (1996)
 DP0395
 DP0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 DP0395'7.0 KM (4.35 MI) SOUTHEASTERLY ALONG U.S.  HIGHWAY 84 FROM THE
 DP0395'JUNCTION OF INTERSTATE HIGHWAY 27 IN LUBBOCK, THENCE 5.0 M (16.4 FT)
 DP0395'NORTHWESTERLY ALONG STATE HIGHWAY 331, IN TOP OF AND 0.8 M (2.6 FT)
 DP0395'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF A
 DP0395'RAILROAD BRIDGE, 39.2 M (128.6 FT) SOUTHEAST OF UTILITY POLE NUMBER 8,
 DP0395'25.3 M (83.0 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, AND 0.9 M (3.0
 DP0395'FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0314 ***********************************************************************
 CB0314  DESIGNATION -  E 710
 CB0314  PID         -  CB0314
 CB0314  STATE/COUNTY-  TX/STERLING
 CB0314  USGS QUAD   -  GLASS RANCH (1978)
 CB0314
 CB0314                         *CURRENT SURVEY CONTROL
 CB0314  ___________________________________________________________________
 CB0314* NAD 83(1986)-  31 50 55.     (N)    101 08 01.     (W)     SCALED    
 CB0314* NAVD 88     -       728.388  (meters)    2389.72   (feet)  ADJUSTED  
 CB0314  ___________________________________________________________________
 CB0314  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CB0314  DYNAMIC HT  -         727.390 (meters)    2386.45  (feet)  COMP
 CB0314  MODELED GRAV-     979,246.3   (mgal)                       NAVD 88
 CB0314
 CB0314  VERT ORDER  -  SECOND    CLASS 0
 CB0314
 CB0314.The horizontal coordinates were scaled from a topographic map and have
 CB0314.an estimated accuracy of +/- 6 seconds.
 CB0314
 CB0314.The orthometric height was determined by differential leveling
 CB0314.and adjusted by the National Geodetic Survey in June 1991..
 CB0314
 CB0314.The geoid height was determined by GEOID03.
 CB0314
 CB0314.The dynamic height is computed by dividing the NAVD 88
 CB0314.geopotential number by the normal gravity value computed on the
 CB0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0314.degrees latitude (g = 980.6199 gals.).
 CB0314
 CB0314.The modeled gravity was interpolated from observed gravity values.
 CB0314
 CB0314;                    North         East    Units  Estimated Accuracy
 CB0314;SPC TX C     - 3,242,160.      624,260.      MT  (+/- 180 meters Scaled)
 CB0314
 CB0314                          SUPERSEDED SURVEY CONTROL
 CB0314
 CB0314  NGVD 29 (??/??/92)  728.156  (m)         2388.96   (f) ADJ UNCH    2 0
 CB0314
 CB0314.Superseded values are not recommended for survey control.
 CB0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0314.See file dsdata.txt to determine how the superseded data were derived.
 CB0314
 CB0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA981256(NAD 83)
 CB0314_MARKER: DB = BENCH MARK DISK
 CB0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0314_STAMPING: E 710 1942
 CB0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0314+STABILITY: SURFACE MOTION
 CB0314
 CB0314  HISTORY     - Date     Condition        Report By
 CB0314  HISTORY     - 1942     MONUMENTED       CGS
 CB0314  HISTORY     - 1973     MARK NOT FOUND   TXHD
 CB0314
 CB0314                          STATION DESCRIPTION
 CB0314
 CB0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0314'9.5 MI NW FROM STERLING CITY.
 CB0314'3.3 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM STERLING CITY,
 CB0314'STERLING COUNTY, 6.2 MILES WEST ALONG THE GARDEN CITY HIGHWAY.  0.1
 CB0314'MILE WEST OF A CURVE, AT THE SOUTHEAST SIDE OF A SMALL KNOLL ON THE
 CB0314'NORTH SIDE OF THE HIGHWAY, 58 FEET NORTH OF THE CENTERLINE OF THE
 CB0314'HIGHWAY, 3 FEET WEST OF A CEDAR POLE, LEVEL WITH THE HIGHWAY.  AND SET
 CB0314'IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 CB0314
 CB0314                          STATION RECOVERY (1973)
 CB0314
 CB0314'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0446 ***********************************************************************
 CB0446  DESIGNATION -  E 711
 CB0446  PID         -  CB0446
 CB0446  STATE/COUNTY-  TX/GLASSCOCK
 CB0446  USGS QUAD   -  DEWEY LAKE SE (1965)
 CB0446
 CB0446                         *CURRENT SURVEY CONTROL
 CB0446  ___________________________________________________________________
 CB0446* NAD 83(1986)-  31 51 47.     (N)    101 31 53.     (W)     SCALED    
 CB0446* NAVD 88     -       806.487  (meters)    2645.95   (feet)  ADJUSTED  
 CB0446  ___________________________________________________________________
 CB0446  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CB0446  DYNAMIC HT  -         805.371 (meters)    2642.29  (feet)  COMP
 CB0446  MODELED GRAV-     979,229.3   (mgal)                       NAVD 88
 CB0446
 CB0446  VERT ORDER  -  SECOND    CLASS 0
 CB0446
 CB0446.The horizontal coordinates were scaled from a topographic map and have
 CB0446.an estimated accuracy of +/- 6 seconds.
 CB0446
 CB0446.The orthometric height was determined by differential leveling
 CB0446.and adjusted by the National Geodetic Survey in June 1991..
 CB0446
 CB0446.The geoid height was determined by GEOID03.
 CB0446
 CB0446.The dynamic height is computed by dividing the NAVD 88
 CB0446.geopotential number by the normal gravity value computed on the
 CB0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0446.degrees latitude (g = 980.6199 gals.).
 CB0446
 CB0446.The modeled gravity was interpolated from observed gravity values.
 CB0446
 CB0446;                    North         East    Units  Estimated Accuracy
 CB0446;SPC TX C     - 3,244,100.      586,630.      MT  (+/- 180 meters Scaled)
 CB0446
 CB0446                          SUPERSEDED SURVEY CONTROL
 CB0446
 CB0446  NGVD 29 (??/??/92)  806.205  (m)         2645.02   (f) ADJ UNCH    2 0
 CB0446
 CB0446.Superseded values are not recommended for survey control.
 CB0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0446.See file dsdata.txt to determine how the superseded data were derived.
 CB0446
 CB0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA605280(NAD 83)
 CB0446_MARKER: DB = BENCH MARK DISK
 CB0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0446_STAMPING: E 711 1942
 CB0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0446+STABILITY: SURFACE MOTION
 CB0446
 CB0446  HISTORY     - Date     Condition        Report By
 CB0446  HISTORY     - 1942     MONUMENTED       CGS
 CB0446  HISTORY     - 1973     MARK NOT FOUND   TXHD
 CB0446
 CB0446                          STATION DESCRIPTION
 CB0446
 CB0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0446'3.1 MI W FROM GARDEN CITY.
 CB0446'3.1 MILES WEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT GARDEN
 CB0446'CITY, GLASSCOCK COUNTY, AT TWO WOODEN GATES ON OPPOSTE SIDES OF THE
 CB0446'HIGHWAY, 25 FEET EAST OF THE CENTERLINE OF A ROAD LEADING THROUGH THE
 CB0446'GATE ON THE NORTH SIDE OF THE HIGHWAY PAINTED MRS.  CRISTIE RANCH, 59
 CB0446'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET WEST OF A WHITE
 CB0446'WOODEN WITNESS POST, LEVEL WITH THE HGIHWAY.  AND SET IN THE TOP OF A
 CB0446'CONCRETE POST PROJECTING 110 INCHES ABOVE GROUND.
 CB0446
 CB0446                          STATION RECOVERY (1973)
 CB0446
 CB0446'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0374 ***********************************************************************
 CB0374  DESIGNATION -  E 713
 CB0374  PID         -  CB0374
 CB0374  STATE/COUNTY-  TX/REAGAN
 CB0374  USGS QUAD   -  BIG LAKE (1971)
 CB0374
 CB0374                         *CURRENT SURVEY CONTROL
 CB0374  ___________________________________________________________________
 CB0374* NAD 83(1986)-  31 14 58.     (N)    101 29 03.     (W)     SCALED    
 CB0374* NAVD 88     -       808.798  (meters)    2653.53   (feet)  ADJUSTED  
 CB0374  ___________________________________________________________________
 CB0374  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CB0374  DYNAMIC HT  -         807.625 (meters)    2649.68  (feet)  COMP
 CB0374  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 CB0374
 CB0374  VERT ORDER  -  SECOND    CLASS 0
 CB0374
 CB0374.The horizontal coordinates were scaled from a topographic map and have
 CB0374.an estimated accuracy of +/- 6 seconds.
 CB0374
 CB0374.The orthometric height was determined by differential leveling
 CB0374.and adjusted by the National Geodetic Survey in June 1991..
 CB0374
 CB0374.The geoid height was determined by GEOID03.
 CB0374
 CB0374.The dynamic height is computed by dividing the NAVD 88
 CB0374.geopotential number by the normal gravity value computed on the
 CB0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0374.degrees latitude (g = 980.6199 gals.).
 CB0374
 CB0374.The modeled gravity was interpolated from observed gravity values.
 CB0374
 CB0374;                    North         East    Units  Estimated Accuracy
 CB0374;SPC TX C     - 3,176,030.      590,390.      MT  (+/- 180 meters Scaled)
 CB0374
 CB0374                          SUPERSEDED SURVEY CONTROL
 CB0374
 CB0374  NGVD 29 (??/??/92)  808.45   (m)         2652.4    (f) COMPUTED    2 0
 CB0374
 CB0374.Superseded values are not recommended for survey control.
 CB0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0374.See file dsdata.txt to determine how the superseded data were derived.
 CB0374
 CB0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV634599(NAD 83)
 CB0374_MARKER: DB = BENCH MARK DISK
 CB0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0374_STAMPING: E 713 1942
 CB0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0374+STABILITY: SURFACE MOTION
 CB0374
 CB0374  HISTORY     - Date     Condition        Report By
 CB0374  HISTORY     - 1942     MONUMENTED       CGS
 CB0374  HISTORY     - 1970     MARK NOT FOUND   USGS
 CB0374
 CB0374                          STATION DESCRIPTION
 CB0374
 CB0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0374'5.4 MI N FROM BIG LAKE.
 CB0374'ABOUT 5.4 MILES NORTH ALONG THE GARDEN CITY ROAD FROM THE RAILROAD
 CB0374'STATION AT BIG LAKE, ON THE NORTHEAST SIDE OF THE ROAD, 20 FEET WEST
 CB0374'OF A DRAINAGE DITCH THROUGH A PASTURE, 45 FEET NORTHEAST OF THE CENTER
 CB0374'LINE OF THE ROAD, 2 FEET SOUTH OF A WHITE REFERENCE POST AND IS A
 CB0374'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 10
 CB0374'INCHES.
 CB0374
 CB0374                          STATION RECOVERY (1970)
 CB0374
 CB0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CB0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0375 ***********************************************************************
 CB0375  DESIGNATION -  E 713 RESET 1947
 CB0375  PID         -  CB0375
 CB0375  STATE/COUNTY-  TX/REAGAN
 CB0375  USGS QUAD   -  BIG LAKE (1971)
 CB0375
 CB0375                         *CURRENT SURVEY CONTROL
 CB0375  ___________________________________________________________________
 CB0375* NAD 83(1986)-  31 14 59.     (N)    101 29 03.     (W)     SCALED    
 CB0375* NAVD 88     -       808.80   (meters)    2653.5    (feet)  RESET     
 CB0375  ___________________________________________________________________
 CB0375  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CB0375
 CB0375  VERT ORDER  -  THIRD
 CB0375
 CB0375.The horizontal coordinates were scaled from a topographic map and have
 CB0375.an estimated accuracy of +/- 6 seconds.
 CB0375
 CB0375.The orthometric height was computed from unverified reset data.
 CB0375
 CB0375.The geoid height was determined by GEOID03.
 CB0375
 CB0375;                    North         East    Units  Estimated Accuracy
 CB0375;SPC TX C     - 3,176,060.      590,390.      MT  (+/- 180 meters Scaled)
 CB0375
 CB0375                          SUPERSEDED SURVEY CONTROL
 CB0375
 CB0375.No superseded survey control is available for this station.
 CB0375
 CB0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV634599(NAD 83)
 CB0375_MARKER: DB = BENCH MARK DISK
 CB0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0375_STAMPING: E 713 RESET 1947
 CB0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0375+STABILITY: SURFACE MOTION
 CB0375
 CB0375  HISTORY     - Date     Condition        Report By
 CB0375  HISTORY     - 1947     MONUMENTED       TXHD
 CB0375
 CB0375                          STATION DESCRIPTION
 CB0375
 CB0375'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1947
 CB0375'4.9 MI N FROM BIG LAKE.
 CB0375'4.9 MILES NORTH ALONG RANCH-TO-MARKET HIGHWAY 33 FROM THE PANHANDLE
 CB0375'AND SANTA FE RAILROAD STATION AT BIG LAKE, REAGAN COUNTY, 1.0 MILE
 CB0375'WEST AND NORTHWEST OF BENCH MARK D 713, 49 FEET NORTHEAST OF THE
 CB0375'CENTERLINE OF THE HIGHWAY, 2 FEET FROM A WHITE WOODEN WITNESS POST, 1
 CB0375'FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A
 CB0375'CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0481 ***********************************************************************
 CB0481  DESIGNATION -  E 714
 CB0481  PID         -  CB0481
 CB0481  STATE/COUNTY-  TX/REAGAN
 CB0481  USGS QUAD   -  SAINT LAWRENCE SE (1973)
 CB0481
 CB0481                         *CURRENT SURVEY CONTROL
 CB0481  ___________________________________________________________________
 CB0481* NAD 83(1986)-  31 32 12.     (N)    101 31 40.     (W)     SCALED    
 CB0481* NAVD 88     -       810.865  (meters)    2660.31   (feet)  ADJUSTED  
 CB0481  ___________________________________________________________________
 CB0481  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CB0481  DYNAMIC HT  -         809.719 (meters)    2656.55  (feet)  COMP
 CB0481  MODELED GRAV-     979,199.9   (mgal)                       NAVD 88
 CB0481
 CB0481  VERT ORDER  -  SECOND    CLASS 0
 CB0481
 CB0481.The horizontal coordinates were scaled from a topographic map and have
 CB0481.an estimated accuracy of +/- 6 seconds.
 CB0481
 CB0481.The orthometric height was determined by differential leveling
 CB0481.and adjusted by the National Geodetic Survey in June 1991..
 CB0481
 CB0481.The geoid height was determined by GEOID03.
 CB0481
 CB0481.The dynamic height is computed by dividing the NAVD 88
 CB0481.geopotential number by the normal gravity value computed on the
 CB0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0481.degrees latitude (g = 980.6199 gals.).
 CB0481
 CB0481.The modeled gravity was interpolated from observed gravity values.
 CB0481
 CB0481;                    North         East    Units  Estimated Accuracy
 CB0481;SPC TX C     - 3,207,910.      586,580.      MT  (+/- 180 meters Scaled)
 CB0481
 CB0481                          SUPERSEDED SURVEY CONTROL
 CB0481
 CB0481  NGVD 29 (??/??/92)  810.557  (m)         2659.30   (f) ADJ UNCH    2 0
 CB0481
 CB0481.Superseded values are not recommended for survey control.
 CB0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0481.See file dsdata.txt to determine how the superseded data were derived.
 CB0481
 CB0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV600918(NAD 83)
 CB0481_MARKER: DB = BENCH MARK DISK
 CB0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0481_STAMPING: E 714 1942
 CB0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0481+STABILITY: SURFACE MOTION
 CB0481
 CB0481  HISTORY     - Date     Condition        Report By
 CB0481  HISTORY     - 1942     MONUMENTED       CGS
 CB0481
 CB0481                          STATION DESCRIPTION
 CB0481
 CB0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0481'13.7 MI N FROM STILES.
 CB0481'13.7 MILES NORTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0481'FROM THE OLD COUNTY COURTHOUSE AT STILES, REAGAN COUNTY, 1.0 MILE
 CB0481'NORTH OF THE JUNCTION OF THE RICKER RANCH HOUSE ROAD, 0.5 MILE SOUTH
 CB0481'OF A WINDMILL ON THE WEST SIDE OF ROAD, 29 FEET WEST OF THE CENTERLINE
 CB0481'OF THE ROAD, 1-1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND SET
 CB0481'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0261 ***********************************************************************
 CD0261  DESIGNATION -  E 715
 CD0261  PID         -  CD0261
 CD0261  STATE/COUNTY-  TX/CULBERSON
 CD0261  USGS QUAD   -  SEVEN HEART GAP NW (1973)
 CD0261
 CD0261                         *CURRENT SURVEY CONTROL
 CD0261  ___________________________________________________________________
 CD0261* NAD 83(1986)-  31 26 18.     (N)    104 43 01.     (W)     SCALED    
 CD0261* NAVD 88     -      1177.763  (meters)    3864.04   (feet)  ADJUSTED  
 CD0261  ___________________________________________________________________
 CD0261  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CD0261  DYNAMIC HT  -        1175.957 (meters)    3858.12  (feet)  COMP
 CD0261  MODELED GRAV-     979,066.7   (mgal)                       NAVD 88
 CD0261
 CD0261  VERT ORDER  -  SECOND    CLASS 0
 CD0261
 CD0261.The horizontal coordinates were scaled from a topographic map and have
 CD0261.an estimated accuracy of +/- 6 seconds.
 CD0261
 CD0261.The orthometric height was determined by differential leveling
 CD0261.and adjusted by the National Geodetic Survey in June 1991..
 CD0261
 CD0261.The geoid height was determined by GEOID03.
 CD0261
 CD0261.The dynamic height is computed by dividing the NAVD 88
 CD0261.geopotential number by the normal gravity value computed on the
 CD0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0261.degrees latitude (g = 980.6199 gals.).
 CD0261
 CD0261.The modeled gravity was interpolated from observed gravity values.
 CD0261
 CD0261;                    North         East    Units  Estimated Accuracy
 CD0261;SPC TX C     - 3,204,610.      283,420.      MT  (+/- 180 meters Scaled)
 CD0261
 CD0261                          SUPERSEDED SURVEY CONTROL
 CD0261
 CD0261  NGVD 29 (??/??/92) 1177.270  (m)         3862.43   (f) ADJ UNCH    2 0
 CD0261
 CD0261.Superseded values are not recommended for survey control.
 CD0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0261.See file dsdata.txt to determine how the superseded data were derived.
 CD0261
 CD0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ268782(NAD 83)
 CD0261_MARKER: DB = BENCH MARK DISK
 CD0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0261_STAMPING: E 715 1942
 CD0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0261+STABILITY: SURFACE MOTION
 CD0261
 CD0261  HISTORY     - Date     Condition        Report By
 CD0261  HISTORY     - 1942     MONUMENTED       CGS
 CD0261  HISTORY     - 1958     GOOD             NGS
 CD0261
 CD0261                          STATION DESCRIPTION
 CD0261
 CD0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0261'39.7 MI N FROM VAN HORN.
 CD0261'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0261'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0261'HIGHWAY 54, THENCE ABOUT 8.3 MILES EAST ALONG A DIRT ROAD.  19 FEET
 CD0261'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 2.0 MILES SOUTHEAST
 CD0261'ALONG THE MAVERICK CANYON ROAD FROM JOHNS WELL, ABOUT 0.2 MILE
 CD0261'NORTHWEST OF AN EARTH TANK, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 CD0261'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0261'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0160 ***********************************************************************
 CD0160  DESIGNATION -  E 716
 CD0160  PID         -  CD0160
 CD0160  STATE/COUNTY-  TX/CULBERSON
 CD0160  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0160
 CD0160                         *CURRENT SURVEY CONTROL
 CD0160  ___________________________________________________________________
 CD0160* NAD 83(1986)-  31 23 17.     (N)    104 27 09.     (W)     SCALED    
 CD0160* NAVD 88     -      1334.658  (meters)    4378.79   (feet)  ADJUSTED  
 CD0160  ___________________________________________________________________
 CD0160  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 CD0160  DYNAMIC HT  -        1332.585 (meters)    4371.99  (feet)  COMP
 CD0160  MODELED GRAV-     979,040.3   (mgal)                       NAVD 88
 CD0160
 CD0160  VERT ORDER  -  SECOND    CLASS 0
 CD0160
 CD0160.The horizontal coordinates were scaled from a topographic map and have
 CD0160.an estimated accuracy of +/- 6 seconds.
 CD0160
 CD0160.The orthometric height was determined by differential leveling
 CD0160.and adjusted by the National Geodetic Survey in June 1991..
 CD0160
 CD0160.The geoid height was determined by GEOID03.
 CD0160
 CD0160.The dynamic height is computed by dividing the NAVD 88
 CD0160.geopotential number by the normal gravity value computed on the
 CD0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0160.degrees latitude (g = 980.6199 gals.).
 CD0160
 CD0160.The modeled gravity was interpolated from observed gravity values.
 CD0160
 CD0160;                    North         East    Units  Estimated Accuracy
 CD0160;SPC TX C     - 3,198,080.      308,330.      MT  (+/- 180 meters Scaled)
 CD0160
 CD0160                          SUPERSEDED SURVEY CONTROL
 CD0160
 CD0160  NGVD 29 (??/??/92) 1334.131  (m)         4377.06   (f) ADJ UNCH    2 0
 CD0160
 CD0160.Superseded values are not recommended for survey control.
 CD0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0160.See file dsdata.txt to determine how the superseded data were derived.
 CD0160
 CD0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ520727(NAD 83)
 CD0160_MARKER: DB = BENCH MARK DISK
 CD0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0160_STAMPING: E-716 1942
 CD0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0160+STABILITY: SURFACE MOTION
 CD0160
 CD0160  HISTORY     - Date     Condition        Report By
 CD0160  HISTORY     - 1942     MONUMENTED       CGS
 CD0160  HISTORY     - 1973     GOOD             USGS
 CD0160
 CD0160                          STATION DESCRIPTION
 CD0160
 CD0160'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0160'40.35 MI NE FROM VAN HORN.
 CD0160'VAN HORN, AT JUNCTION OF STATE HWY. 54 AND FARM ROAD 2185, THENCE
 CD0160'GENERALLY EAST ALONG FARM ROAD 2185 FOR 37.6 MILES TO A Y-ROAD EAST
 CD0160'LEADING TO THE ELCOR CHEMICAL CORPORATION, THENCE EAST FOR 0.05 MILES
 CD0160'TO A T-ROAD NORTH, THENCE 2.7 MILES NORTH ALONG GRADED ROAD.  ABOUT
 CD0160'0.5 MILES SOUTH OF ALARGE ROCK OUTCROP.  ABOUT 0.15 MILES NORTH OF A
 CD0160'CATTLEGUARD.  63 FT EAST OF ROAD.  IN A CONCRETE POST PROJECTING 4
 CD0160'INCHES.  STANDARD TABLET STAMPED E-716, 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0376 ***********************************************************************
 CD0376  DESIGNATION -  E 717
 CD0376  PID         -  CD0376
 CD0376  STATE/COUNTY-  TX/CULBERSON
 CD0376  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0376
 CD0376                         *CURRENT SURVEY CONTROL
 CD0376  ___________________________________________________________________
 CD0376* NAD 83(1986)-  31 39 30.     (N)    104 36 03.     (W)     SCALED    
 CD0376* NAVD 88     -      1420.738  (meters)    4661.20   (feet)  ADJUSTED  
 CD0376  ___________________________________________________________________
 CD0376  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CD0376  DYNAMIC HT  -        1418.491 (meters)    4653.83  (feet)  COMP
 CD0376  MODELED GRAV-     979,008.2   (mgal)                       NAVD 88
 CD0376
 CD0376  VERT ORDER  -  SECOND    CLASS 0
 CD0376
 CD0376.The horizontal coordinates were scaled from a topographic map and have
 CD0376.an estimated accuracy of +/- 6 seconds.
 CD0376
 CD0376.The orthometric height was determined by differential leveling
 CD0376.and adjusted by the National Geodetic Survey in June 1991..
 CD0376
 CD0376.The geoid height was determined by GEOID03.
 CD0376
 CD0376.The dynamic height is computed by dividing the NAVD 88
 CD0376.geopotential number by the normal gravity value computed on the
 CD0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0376.degrees latitude (g = 980.6199 gals.).
 CD0376
 CD0376.The modeled gravity was interpolated from observed gravity values.
 CD0376
 CD0376;                    North         East    Units  Estimated Accuracy
 CD0376;SPC TX C     - 3,228,550.      295,380.      MT  (+/- 180 meters Scaled)
 CD0376
 CD0376                          SUPERSEDED SURVEY CONTROL
 CD0376
 CD0376  NGVD 29 (??/??/92) 1420.152  (m)         4659.28   (f) ADJ UNCH    2 0
 CD0376
 CD0376.Superseded values are not recommended for survey control.
 CD0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0376.See file dsdata.txt to determine how the superseded data were derived.
 CD0376
 CD0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER378026(NAD 83)
 CD0376_MARKER: DB = BENCH MARK DISK
 CD0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0376_STAMPING: E 717 1942
 CD0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0376+STABILITY: SURFACE MOTION
 CD0376
 CD0376  HISTORY     - Date     Condition        Report By
 CD0376  HISTORY     - 1942     MONUMENTED       CGS
 CD0376  HISTORY     - 1958     GOOD             NGS
 CD0376
 CD0376                          STATION DESCRIPTION
 CD0376
 CD0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0376'48.8 MI SE FROM PINE SPRINGS.
 CD0376'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0376'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0376'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 19.7 MILES SOUTH ALONG
 CD0376'A GRADED DIRT ROAD.  26 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CD0376'ABOUT 0.35 MILE SOUTHWEST OF A POWER LINE CROSSING, AT THE NORTHEAST
 CD0376'END OF A ROCKY GRADE OVER A MOUNTAIN, 1 1/2 FEET SOUTH OF A WHITE
 CD0376'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN
 CD0376'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0010 ***********************************************************************
 CD0010  DESIGNATION -  E 718
 CD0010  PID         -  CD0010
 CD0010  STATE/COUNTY-  TX/CULBERSON
 CD0010  USGS QUAD   -  ALLIGATOR DRAW (1973)
 CD0010
 CD0010                         *CURRENT SURVEY CONTROL
 CD0010  ___________________________________________________________________
 CD0010* NAD 83(1986)-  31 55 44.     (N)    104 29 58.     (W)     SCALED    
 CD0010* NAVD 88     -      1165.154  (meters)    3822.68   (feet)  ADJUSTED  
 CD0010  ___________________________________________________________________
 CD0010  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CD0010  DYNAMIC HT  -        1163.395 (meters)    3816.91  (feet)  COMP
 CD0010  MODELED GRAV-     979,090.2   (mgal)                       NAVD 88
 CD0010
 CD0010  VERT ORDER  -  SECOND    CLASS 0
 CD0010
 CD0010.The horizontal coordinates were scaled from a topographic map and have
 CD0010.an estimated accuracy of +/- 6 seconds.
 CD0010
 CD0010.The orthometric height was determined by differential leveling
 CD0010.and adjusted by the National Geodetic Survey in June 1991..
 CD0010
 CD0010.The geoid height was determined by GEOID03.
 CD0010
 CD0010.The dynamic height is computed by dividing the NAVD 88
 CD0010.geopotential number by the normal gravity value computed on the
 CD0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0010.degrees latitude (g = 980.6199 gals.).
 CD0010
 CD0010.The modeled gravity was interpolated from observed gravity values.
 CD0010
 CD0010;                    North         East    Units  Estimated Accuracy
 CD0010;SPC TX C     - 3,258,170.      306,120.      MT  (+/- 180 meters Scaled)
 CD0010
 CD0010                          SUPERSEDED SURVEY CONTROL
 CD0010
 CD0010  NGVD 29 (??/??/92) 1164.619  (m)         3820.92   (f) ADJ UNCH    2 0
 CD0010
 CD0010.Superseded values are not recommended for survey control.
 CD0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0010.See file dsdata.txt to determine how the superseded data were derived.
 CD0010
 CD0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER473326(NAD 83)
 CD0010_MARKER: DB = BENCH MARK DISK
 CD0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0010_STAMPING: E 718 1942
 CD0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0010+STABILITY: SURFACE MOTION
 CD0010
 CD0010  HISTORY     - Date     Condition        Report By
 CD0010  HISTORY     - 1942     MONUMENTED       CGS
 CD0010  HISTORY     - 1958     GOOD             NGS
 CD0010
 CD0010                          STATION DESCRIPTION
 CD0010
 CD0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0010'24.35 MI E FROM PINE SPRINGS.
 CD0010'ABOUT 18.8 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0010'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 5.55
 CD0010'MILES SOUTH ALONG RANCH ROAD 1108.  90 YARDS SOUTHWEST OF THE CENTER
 CD0010'LINE OF THE ROAD, 24 FEET NORTHEAST OF THE CENTER LINE OF AN OLD ROAD,
 CD0010'ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION OF RANCH ROADS 1108 AND 1165,
 CD0010'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CD0010'ROADS, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0171 ***********************************************************************
 BB0171  DESIGNATION -  E 719
 BB0171  PID         -  BB0171
 BB0171  STATE/COUNTY-  TX/PRESIDIO
 BB0171  USGS QUAD   -  ALAMO SPRING (1983)
 BB0171
 BB0171                         *CURRENT SURVEY CONTROL
 BB0171  ___________________________________________________________________
 BB0171* NAD 83(1986)-  29 39 27.     (N)    104 11 10.     (W)     SCALED    
 BB0171* NAVD 88     -       949.150  (meters)    3114.00   (feet)  ADJUSTED  
 BB0171  ___________________________________________________________________
 BB0171  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 BB0171  DYNAMIC HT  -         947.618 (meters)    3108.98  (feet)  COMP
 BB0171  MODELED GRAV-     978,996.4   (mgal)                       NAVD 88
 BB0171
 BB0171  VERT ORDER  -  SECOND    CLASS 0
 BB0171
 BB0171.The horizontal coordinates were scaled from a topographic map and have
 BB0171.an estimated accuracy of +/- 6 seconds.
 BB0171
 BB0171.The orthometric height was determined by differential leveling
 BB0171.and adjusted by the National Geodetic Survey in June 1991..
 BB0171
 BB0171.The geoid height was determined by GEOID03.
 BB0171
 BB0171.The dynamic height is computed by dividing the NAVD 88
 BB0171.geopotential number by the normal gravity value computed on the
 BB0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0171.degrees latitude (g = 980.6199 gals.).
 BB0171
 BB0171.The modeled gravity was interpolated from observed gravity values.
 BB0171
 BB0171;                    North         East    Units  Estimated Accuracy
 BB0171;SPC TXSC     - 4,213,300.       98,130.      MT  (+/- 180 meters Scaled)
 BB0171
 BB0171                          SUPERSEDED SURVEY CONTROL
 BB0171
 BB0171  NGVD 29 (??/??/92)  948.833  (m)         3112.96   (f) ADJ UNCH    2 0
 BB0171
 BB0171.Superseded values are not recommended for survey control.
 BB0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0171.See file dsdata.txt to determine how the superseded data were derived.
 BB0171
 BB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN787811(NAD 83)
 BB0171_MARKER: DB = BENCH MARK DISK
 BB0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0171_STAMPING: E 719 1943
 BB0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0171+STABILITY: SURFACE MOTION
 BB0171
 BB0171  HISTORY     - Date     Condition        Report By
 BB0171  HISTORY     - 1943     MONUMENTED       CGS
 BB0171  HISTORY     - 1958     GOOD             NGS
 BB0171
 BB0171                          STATION DESCRIPTION
 BB0171
 BB0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0171'20.70 MI NE FROM PRESIDIO.
 BB0171'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0171'PRESIDIO, THENCE ABOUT 6.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD
 BB0171'TO THE JUNCTION OF THE CASA PIEDRA ROAD, THENCE ABOUT 6.85 MILES NORTH
 BB0171'ALONG THE CASA PIEDRA ROAD.  32 FEET NORTHWEST OF THE CENTER LINE OF
 BB0171'THE ROAD, 208 FEET SOUTH OF THE SOUTH END OF A WOODEN BRIDGE UNDER THE
 BB0171'PANHANDLE AND SANTA FE RAILWAY TRACK, 108 FEET SOUTHEAST OF THE NEAR
 BB0171'RAIL, 10 FEET SOUTHEAST OF THE SOUTHEAST RAILWAY RIGHT OF WAY FENCE, 3
 BB0171'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BB0171'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0478 ***********************************************************************
 CU0478  DESIGNATION -  E 72
 CU0478  PID         -  CU0478
 CU0478  STATE/COUNTY-  TX/GARZA
 CU0478  USGS QUAD   -  FLUVANNA (1969)
 CU0478
 CU0478                         *CURRENT SURVEY CONTROL
 CU0478  ___________________________________________________________________
 CU0478* NAD 83(1986)-  32 59 38.     (N)    101 09 04.     (W)     SCALED    
 CU0478* NAVD 88     -       697.456  (meters)    2288.24   (feet)  ADJUSTED  
 CU0478  ___________________________________________________________________
 CU0478  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CU0478  DYNAMIC HT  -         696.568 (meters)    2285.32  (feet)  COMP
 CU0478  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 CU0478
 CU0478  VERT ORDER  -  FIRST     CLASS II
 CU0478
 CU0478.The horizontal coordinates were scaled from a topographic map and have
 CU0478.an estimated accuracy of +/- 6 seconds.
 CU0478
 CU0478.The orthometric height was determined by differential leveling
 CU0478.and adjusted by the National Geodetic Survey in June 1991..
 CU0478
 CU0478.The geoid height was determined by GEOID03.
 CU0478
 CU0478.The dynamic height is computed by dividing the NAVD 88
 CU0478.geopotential number by the normal gravity value computed on the
 CU0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0478.degrees latitude (g = 980.6199 gals.).
 CU0478
 CU0478.The modeled gravity was interpolated from observed gravity values.
 CU0478
 CU0478;                    North         East    Units  Estimated Accuracy
 CU0478;SPC TXNC     - 2,150,300.      352,290.      MT  (+/- 180 meters Scaled)
 CU0478
 CU0478                          SUPERSEDED SURVEY CONTROL
 CU0478
 CU0478  NGVD 29 (??/??/92)  697.159  (m)         2287.26   (f) ADJ UNCH    1 2
 CU0478
 CU0478.Superseded values are not recommended for survey control.
 CU0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0478.See file dsdata.txt to determine how the superseded data were derived.
 CU0478
 CU0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB990526(NAD 83)
 CU0478_MARKER: DB = BENCH MARK DISK
 CU0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0478_STAMPING: 2287.262 E 72 1931
 CU0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0478+STABILITY: SURFACE MOTION
 CU0478
 CU0478  HISTORY     - Date     Condition        Report By
 CU0478  HISTORY     - 1931     MONUMENTED       CGS
 CU0478  HISTORY     - 1941     GOOD             NGS
 CU0478  HISTORY     - 1968     GOOD             USGS
 CU0478  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0478
 CU0478                          STATION DESCRIPTION
 CU0478
 CU0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CU0478'0.1 MI N FROM EPPLER.
 CU0478'0.1 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM EPPLER,
 CU0478'GARZA COUNTY, 1/2 MILE SOUTH OF MILEPOST 733, EAST OF THE CATTLE
 CU0478'LOADING PEN, 75 FEET NORTH OF A CROSSROAD, 100 FEET EAST OF THE TRACK,
 CU0478'AT THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST
 CU0478'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 CU0478
 CU0478                          STATION RECOVERY (1968)
 CU0478
 CU0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CU0478'JUSTICEBURG, 4.9 MILES SOUTHEASTERLY ALONG U.S. HIGHWAY 84 TO
 CU0478'JUNCTION WITH STATE HIGHWAY 1269. 0.15 MILES SOUTHERLY ALONG STATE
 CU0478'HIGHWAY 1269 TO PANHANDLE AND SANTA FE RAILROAD. 75 FEET EAST OF THE
 CU0478'HIGHWAY AND 1.0 FT. NORTH OF THE NORTH RAILROAD RIGHT-OF-WAY FENCE. A
 CU0478'STANDARD BRONZE DISK SET IN A CONCRETE POST AND PROJECTING 0.3 FEET
 CU0478'ABOVE THE GROUND.
 CU0478
 CU0478                          STATION RECOVERY (1982)
 CU0478
 CU0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0075 ***********************************************************************
 BO0075  DESIGNATION -  E 722
 BO0075  PID         -  BO0075
 BO0075  STATE/COUNTY-  TX/VAL VERDE
 BO0075  USGS QUAD   -  WHITE DRAW NW (1973)
 BO0075
 BO0075                         *CURRENT SURVEY CONTROL
 BO0075  ___________________________________________________________________
 BO0075* NAD 83(1986)-  30 09 47.     (N)    100 58 46.     (W)     SCALED    
 BO0075* NAVD 88     -       578.882  (meters)    1899.22   (feet)  ADJUSTED  
 BO0075  ___________________________________________________________________
 BO0075  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 BO0075  DYNAMIC HT  -         578.027 (meters)    1896.41  (feet)  COMP
 BO0075  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 BO0075
 BO0075  VERT ORDER  -  SECOND    CLASS 0
 BO0075
 BO0075.The horizontal coordinates were scaled from a topographic map and have
 BO0075.an estimated accuracy of +/- 6 seconds.
 BO0075
 BO0075.The orthometric height was determined by differential leveling
 BO0075.and adjusted by the National Geodetic Survey in June 1991..
 BO0075
 BO0075.The geoid height was determined by GEOID03.
 BO0075
 BO0075.The dynamic height is computed by dividing the NAVD 88
 BO0075.geopotential number by the normal gravity value computed on the
 BO0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0075.degrees latitude (g = 980.6199 gals.).
 BO0075
 BO0075.The modeled gravity was interpolated from observed gravity values.
 BO0075
 BO0075;                    North         East    Units  Estimated Accuracy
 BO0075;SPC TXSC     - 4,259,820.      409,340.      MT  (+/- 180 meters Scaled)
 BO0075
 BO0075                          SUPERSEDED SURVEY CONTROL
 BO0075
 BO0075  NGVD 29 (??/??/92)  578.757  (m)         1898.81   (f) ADJ UNCH    2 0
 BO0075
 BO0075.Superseded values are not recommended for survey control.
 BO0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0075.See file dsdata.txt to determine how the superseded data were derived.
 BO0075
 BO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU093385(NAD 83)
 BO0075_MARKER: DB = BENCH MARK DISK
 BO0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0075_STAMPING: E 722 1942
 BO0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0075+STABILITY: SURFACE MOTION
 BO0075
 BO0075  HISTORY     - Date     Condition        Report By
 BO0075  HISTORY     - 1942     MONUMENTED       CGS
 BO0075
 BO0075                          STATION DESCRIPTION
 BO0075
 BO0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0075'11.0 MI NE FROM JUNO.
 BO0075'THIS MARK IS ABOUT 8.0 MILES NORTHEAST ALONG THE ROAD TO SONORA AND
 BO0075'ABOUT 3.0 MILES EAST ALONG A RANCH ROAD FROM THE POST OFFICE AT JUNO,
 BO0075'VAL VERDE COUNTY, 0.75 MILE EAST OF A BUMPER GATE, 0.25 MILE EAST OF
 BO0075'THE SUMMIT OF A HILL, SET BETWEEN TWO SPREADING CEDAR TREES, 31.0 FEET
 BO0075'SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0 FOOT LOWER THAN
 BO0075'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0099 ***********************************************************************
 BO0099  DESIGNATION -  E 723
 BO0099  PID         -  BO0099
 BO0099  STATE/COUNTY-  TX/VAL VERDE
 BO0099  USGS QUAD   -  WHITE DRAW (1973)
 BO0099
 BO0099                         *CURRENT SURVEY CONTROL
 BO0099  ___________________________________________________________________
 BO0099* NAD 83(1986)-  30 01 10.     (N)    100 54 41.     (W)     SCALED    
 BO0099* NAVD 88     -       536.551  (meters)    1760.33   (feet)  ADJUSTED  
 BO0099  ___________________________________________________________________
 BO0099  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 BO0099  DYNAMIC HT  -         535.761 (meters)    1757.74  (feet)  COMP
 BO0099  MODELED GRAV-     979,153.0   (mgal)                       NAVD 88
 BO0099
 BO0099  VERT ORDER  -  SECOND    CLASS 0
 BO0099
 BO0099.The horizontal coordinates were scaled from a topographic map and have
 BO0099.an estimated accuracy of +/- 6 seconds.
 BO0099
 BO0099.The orthometric height was determined by differential leveling
 BO0099.and adjusted by the National Geodetic Survey in June 1991..
 BO0099
 BO0099.The geoid height was determined by GEOID03.
 BO0099
 BO0099.The dynamic height is computed by dividing the NAVD 88
 BO0099.geopotential number by the normal gravity value computed on the
 BO0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0099.degrees latitude (g = 980.6199 gals.).
 BO0099
 BO0099.The modeled gravity was interpolated from observed gravity values.
 BO0099
 BO0099;                    North         East    Units  Estimated Accuracy
 BO0099;SPC TXSC     - 4,243,790.      415,630.      MT  (+/- 180 meters Scaled)
 BO0099
 BO0099                          SUPERSEDED SURVEY CONTROL
 BO0099
 BO0099  NGVD 29 (??/??/92)  536.437  (m)         1759.96   (f) ADJ UNCH    2 0
 BO0099
 BO0099.Superseded values are not recommended for survey control.
 BO0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0099.See file dsdata.txt to determine how the superseded data were derived.
 BO0099
 BO0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU156224(NAD 83)
 BO0099_MARKER: DB = BENCH MARK DISK
 BO0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0099_STAMPING: E 723 1942
 BO0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0099+STABILITY: SURFACE MOTION
 BO0099
 BO0099  HISTORY     - Date     Condition        Report By
 BO0099  HISTORY     - 1942     MONUMENTED       CGS
 BO0099  HISTORY     - 1973     MARK NOT FOUND   USGS
 BO0099
 BO0099                          STATION DESCRIPTION
 BO0099
 BO0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0099'17.3 MI NW FROM LOMA ALTA.
 BO0099'THIS MARK IS ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 277 AND ABOUT
 BO0099'13.6 MILES WEST ALONG A RANCH ROAD TO JUNO FROM THE STORE AT LOMA
 BO0099'ALTA, VAL VERDE COUNTY, SET AT A BUMPER GATE, 20.0 FEET SOUTHEAST OF
 BO0099'THE CENTER LINE OF THE ROAD, 36.5 FEET SOUTHEAST OF A FENCE RUNNING
 BO0099'PARALLEL WITH THE ROAD, 65.0 FEET SOUTHWEST OF THE GATE.
 BO0099
 BO0099                          STATION RECOVERY (1973)
 BO0099
 BO0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BO0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0330 ***********************************************************************
 BO0330  DESIGNATION -  E 725
 BO0330  PID         -  BO0330
 BO0330  STATE/COUNTY-  TX/TERRELL
 BO0330  USGS QUAD   -  GEDDIS CANYON WEST (1980)
 BO0330
 BO0330                         *CURRENT SURVEY CONTROL
 BO0330  ___________________________________________________________________
 BO0330* NAD 83(1986)-  30 20 20.     (N)    101 56 48.     (W)     SCALED    
 BO0330* NAVD 88     -       723.413  (meters)    2373.40   (feet)  ADJUSTED  
 BO0330  ___________________________________________________________________
 BO0330  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 BO0330  DYNAMIC HT  -         722.325 (meters)    2369.83  (feet)  COMP
 BO0330  MODELED GRAV-     979,114.5   (mgal)                       NAVD 88
 BO0330
 BO0330  VERT ORDER  -  SECOND    CLASS 0
 BO0330
 BO0330.The horizontal coordinates were scaled from a topographic map and have
 BO0330.an estimated accuracy of +/- 6 seconds.
 BO0330
 BO0330.The orthometric height was determined by differential leveling
 BO0330.and adjusted by the National Geodetic Survey in June 1991..
 BO0330
 BO0330.The geoid height was determined by GEOID03.
 BO0330
 BO0330.The dynamic height is computed by dividing the NAVD 88
 BO0330.geopotential number by the normal gravity value computed on the
 BO0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0330.degrees latitude (g = 980.6199 gals.).
 BO0330
 BO0330.The modeled gravity was interpolated from observed gravity values.
 BO0330
 BO0330;                    North         East    Units  Estimated Accuracy
 BO0330;SPC TXSC     - 4,281,270.      316,680.      MT  (+/- 180 meters Scaled)
 BO0330
 BO0330                          SUPERSEDED SURVEY CONTROL
 BO0330
 BO0330  NGVD 29 (??/??/92)  723.185  (m)         2372.65   (f) ADJ UNCH    2 0
 BO0330
 BO0330.Superseded values are not recommended for survey control.
 BO0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0330.See file dsdata.txt to determine how the superseded data were derived.
 BO0330
 BO0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU167600(NAD 83)
 BO0330_MARKER: DB = BENCH MARK DISK
 BO0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0330_STAMPING: E 725 1942
 BO0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0330+STABILITY: SURFACE MOTION
 BO0330
 BO0330  HISTORY     - Date     Condition        Report By
 BO0330  HISTORY     - 1942     MONUMENTED       CGS
 BO0330  HISTORY     - 1958     GOOD             NGS
 BO0330
 BO0330                          STATION DESCRIPTION
 BO0330
 BO0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0330'24.1 MI N FROM DRYDEN.
 BO0330'ABOUT 16.55 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BO0330'ORLEANS RAILROAD STATION AT DRYDEN TO A CONCRETE WATER CROSSING,
 BO0330'THENCE 0.3 MILE NORTHWEST ALONG A TRAIL ROAD, THENCE 7.25 MILES
 BO0330'NORTHEAST ALONG THE OLD HIGHWAY, 37 FEET NORTHWEST OF THE CENTER LINE
 BO0330'OF THE OLD HIGHWAY, ABOUT 180 FEET SOUTHWEST OF THE CENTER LINE OF A
 BO0330'GRAVELED WASH WHICH HAS WASHED THE ROAD AWAY, ABOUT 0.25 MILE
 BO0330'SOUTHWEST OF A FENCE OVER THE OLD HIGHWAY, 1 1/2 FEET NORTHEAST OF A
 BO0330'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BO0330'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0048 ***********************************************************************
 CD0048  DESIGNATION -  E 727
 CD0048  PID         -  CD0048
 CD0048  STATE/COUNTY-  TX/REEVES
 CD0048  USGS QUAD   -  DRY LAKE (1973)
 CD0048
 CD0048                         *CURRENT SURVEY CONTROL
 CD0048  ___________________________________________________________________
 CD0048* NAD 83(1986)-  31 31 48.     (N)    104 01 46.     (W)     SCALED    
 CD0048* NAVD 88     -       996.936  (meters)    3270.78   (feet)  ADJUSTED  
 CD0048  ___________________________________________________________________
 CD0048  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CD0048  DYNAMIC HT  -         995.436 (meters)    3265.86  (feet)  COMP
 CD0048  MODELED GRAV-     979,102.0   (mgal)                       NAVD 88
 CD0048
 CD0048  VERT ORDER  -  SECOND    CLASS 0
 CD0048
 CD0048.The horizontal coordinates were scaled from a topographic map and have
 CD0048.an estimated accuracy of +/- 6 seconds.
 CD0048
 CD0048.The orthometric height was determined by differential leveling
 CD0048.and adjusted by the National Geodetic Survey in June 1991..
 CD0048
 CD0048.The geoid height was determined by GEOID03.
 CD0048
 CD0048.The dynamic height is computed by dividing the NAVD 88
 CD0048.geopotential number by the normal gravity value computed on the
 CD0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0048.degrees latitude (g = 980.6199 gals.).
 CD0048
 CD0048.The modeled gravity was interpolated from observed gravity values.
 CD0048
 CD0048;                    North         East    Units  Estimated Accuracy
 CD0048;SPC TX C     - 3,212,390.      349,060.      MT  (+/- 180 meters Scaled)
 CD0048
 CD0048                          SUPERSEDED SURVEY CONTROL
 CD0048
 CD0048  NGVD 29 (??/??/92)  996.512  (m)         3269.39   (f) ADJ UNCH    2 0
 CD0048
 CD0048.Superseded values are not recommended for survey control.
 CD0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0048.See file dsdata.txt to determine how the superseded data were derived.
 CD0048
 CD0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ921887(NAD 83)
 CD0048_MARKER: DB = BENCH MARK DISK
 CD0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0048_STAMPING: E 727 1942
 CD0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0048+STABILITY: SURFACE MOTION
 CD0048
 CD0048  HISTORY     - Date     Condition        Report By
 CD0048  HISTORY     - 1942     MONUMENTED       CGS
 CD0048  HISTORY     - 1958     GOOD             NGS
 CD0048
 CD0048                          STATION DESCRIPTION
 CD0048
 CD0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0048'22.15 MI NW FROM TOYAH.
 CD0048'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0048'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 13.2 MILES
 CD0048'NORTHWEST ALONG A GRADED DIRT ROAD.  31 FEET SOUTHWEST OF THE CENTER
 CD0048'LINE OF THE ROAD, ABOUT 0.2 MILE NORTHEAST OF A STEEL WINDMILL AND
 CD0048'WATER SUPPLY TANK, AT THE JUNCTION OF A PRIVATE ROAD LEADING WEST TO A
 CD0048'WINDMILL, 36 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD
 CD0048'LEADING SOUTHWEST, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 CD0048'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0048'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0072 ***********************************************************************
 CD0072  DESIGNATION -  E 728
 CD0072  PID         -  CD0072
 CD0072  STATE/COUNTY-  TX/CULBERSON
 CD0072  USGS QUAD   -  K C RANCH (1973)
 CD0072
 CD0072                         *CURRENT SURVEY CONTROL
 CD0072  ___________________________________________________________________
 CD0072* NAD 83(1986)-  31 31 44.     (N)    104 23 25.     (W)     SCALED    
 CD0072* NAVD 88     -      1211.078  (meters)    3973.35   (feet)  ADJUSTED  
 CD0072  ___________________________________________________________________
 CD0072  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CD0072  DYNAMIC HT  -        1209.219 (meters)    3967.25  (feet)  COMP
 CD0072  MODELED GRAV-     979,063.4   (mgal)                       NAVD 88
 CD0072
 CD0072  VERT ORDER  -  SECOND    CLASS 0
 CD0072
 CD0072.The horizontal coordinates were scaled from a topographic map and have
 CD0072.an estimated accuracy of +/- 6 seconds.
 CD0072
 CD0072.The orthometric height was determined by differential leveling
 CD0072.and adjusted by the National Geodetic Survey in June 1991..
 CD0072
 CD0072.The geoid height was determined by GEOID03.
 CD0072
 CD0072.The dynamic height is computed by dividing the NAVD 88
 CD0072.geopotential number by the normal gravity value computed on the
 CD0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0072.degrees latitude (g = 980.6199 gals.).
 CD0072
 CD0072.The modeled gravity was interpolated from observed gravity values.
 CD0072
 CD0072;                    North         East    Units  Estimated Accuracy
 CD0072;SPC TX C     - 3,213,470.      314,810.      MT  (+/- 180 meters Scaled)
 CD0072
 CD0072                          SUPERSEDED SURVEY CONTROL
 CD0072
 CD0072  NGVD 29 (??/??/92) 1210.585  (m)         3971.73   (f) ADJ UNCH    2 0
 CD0072
 CD0072.Superseded values are not recommended for survey control.
 CD0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0072.See file dsdata.txt to determine how the superseded data were derived.
 CD0072
 CD0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ578883(NAD 83)
 CD0072_MARKER: DB = BENCH MARK DISK
 CD0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0072_STAMPING: E 728 1942
 CD0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0072+STABILITY: SURFACE MOTION
 CD0072
 CD0072  HISTORY     - Date     Condition        Report By
 CD0072  HISTORY     - 1942     MONUMENTED       CGS
 CD0072  HISTORY     - 1958     GOOD             NGS
 CD0072
 CD0072                          STATION DESCRIPTION
 CD0072
 CD0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0072'46.35 MI NW FROM TOYAH.
 CD0072'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0072'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 37.4 MILES
 CD0072'NORTHWEST ALONG A GRADED ROAD.  29 FEET EAST OF THE CENTER LINE OF THE
 CD0072'ROAD, ABOUT 0.6 MILE SOUTH OF A RANCH HOUSE, 39 FEET WEST OF A FENCE,
 CD0072'2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 CD0072'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0057 ***********************************************************************
 BQ0057  DESIGNATION -  E 729
 BQ0057  PID         -  BQ0057
 BQ0057  STATE/COUNTY-  TX/CULBERSON
 BQ0057  USGS QUAD   -  BORACHO PEAK (1978)
 BQ0057
 BQ0057                         *CURRENT SURVEY CONTROL
 BQ0057  ___________________________________________________________________
 BQ0057* NAD 83(1986)-  30 56 35.     (N)    104 25 11.     (W)     SCALED    
 BQ0057* NAVD 88     -      1340.663  (meters)    4398.49   (feet)  ADJUSTED  
 BQ0057  ___________________________________________________________________
 BQ0057  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BQ0057  DYNAMIC HT  -        1338.540 (meters)    4391.53  (feet)  COMP
 BQ0057  MODELED GRAV-     979,010.2   (mgal)                       NAVD 88
 BQ0057
 BQ0057  VERT ORDER  -  SECOND    CLASS 0
 BQ0057
 BQ0057.The horizontal coordinates were scaled from a topographic map and have
 BQ0057.an estimated accuracy of +/- 6 seconds.
 BQ0057
 BQ0057.The orthometric height was determined by differential leveling
 BQ0057.and adjusted by the National Geodetic Survey in June 1991..
 BQ0057
 BQ0057.The geoid height was determined by GEOID03.
 BQ0057
 BQ0057.The dynamic height is computed by dividing the NAVD 88
 BQ0057.geopotential number by the normal gravity value computed on the
 BQ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0057.degrees latitude (g = 980.6199 gals.).
 BQ0057
 BQ0057.The modeled gravity was interpolated from observed gravity values.
 BQ0057
 BQ0057;                    North         East    Units  Estimated Accuracy
 BQ0057;SPC TX C     - 3,148,670.      309,640.      MT  (+/- 180 meters Scaled)
 BQ0057
 BQ0057                          SUPERSEDED SURVEY CONTROL
 BQ0057
 BQ0057  NGVD 29 (??/??/92) 1340.126  (m)         4396.73   (f) ADJ UNCH    2 0
 BQ0057
 BQ0057.Superseded values are not recommended for survey control.
 BQ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0057.See file dsdata.txt to determine how the superseded data were derived.
 BQ0057
 BQ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ554234(NAD 83)
 BQ0057_MARKER: DB = BENCH MARK DISK
 BQ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0057_STAMPING: E 729 1942
 BQ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0057+STABILITY: SURFACE MOTION
 BQ0057
 BQ0057  HISTORY     - Date     Condition        Report By
 BQ0057  HISTORY     - 1942     MONUMENTED       CGS
 BQ0057  HISTORY     - 1958     GOOD             NGS
 BQ0057
 BQ0057                          STATION DESCRIPTION
 BQ0057
 BQ0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0057'9.8 MI S FROM BORACHO.
 BQ0057'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0057'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 9.45 MILES SOUTH
 BQ0057'ALONG A VERY POOR DIRT ROAD.  27 FEET EAST OF THE CENTER LINE OF THE
 BQ0057'ROAD, ABOUT 1.0 MILE SOUTH OF A GATE, NEAR THE CREST OF A ROCKY RIDGE,
 BQ0057'1 1/2 FEET NORTH OF A NORTH WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BQ0057'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0096 ***********************************************************************
 CU0096  DESIGNATION -  E 73
 CU0096  PID         -  CU0096
 CU0096  STATE/COUNTY-  TX/NOLAN
 CU0096  USGS QUAD   -  BUSBY (1969)
 CU0096
 CU0096                         *CURRENT SURVEY CONTROL
 CU0096  ___________________________________________________________________
 CU0096* NAD 83(1986)-  32 30 37.     (N)    100 24 19.     (W)     SCALED    
 CU0096* NAVD 88     -       633.691  (meters)    2079.03   (feet)  ADJUSTED  
 CU0096  ___________________________________________________________________
 CU0096  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CU0096  DYNAMIC HT  -         632.850 (meters)    2076.28  (feet)  COMP
 CU0096  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 CU0096
 CU0096  VERT ORDER  -  FIRST     CLASS II
 CU0096
 CU0096.The horizontal coordinates were scaled from a topographic map and have
 CU0096.an estimated accuracy of +/- 6 seconds.
 CU0096
 CU0096.The orthometric height was determined by differential leveling
 CU0096.and adjusted by the National Geodetic Survey in June 1991..
 CU0096
 CU0096.The geoid height was determined by GEOID03.
 CU0096
 CU0096.The dynamic height is computed by dividing the NAVD 88
 CU0096.geopotential number by the normal gravity value computed on the
 CU0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0096.degrees latitude (g = 980.6199 gals.).
 CU0096
 CU0096.The modeled gravity was interpolated from observed gravity values.
 CU0096
 CU0096;                    North         East    Units  Estimated Accuracy
 CU0096;SPC TXNC     - 2,095,170.      420,990.      MT  (+/- 180 meters Scaled)
 CU0096
 CU0096                          SUPERSEDED SURVEY CONTROL
 CU0096
 CU0096  NGVD 29 (??/??/92)  633.465  (m)         2078.29   (f) ADJ UNCH    1 2
 CU0096
 CU0096.Superseded values are not recommended for survey control.
 CU0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0096.See file dsdata.txt to determine how the superseded data were derived.
 CU0096
 CU0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA679978(NAD 83)
 CU0096_MARKER: DB = BENCH MARK DISK
 CU0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0096_SP_SET: ABUTMENT
 CU0096_STAMPING: 2078.293 E 73 1931
 CU0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0096
 CU0096  HISTORY     - Date     Condition        Report By
 CU0096  HISTORY     - 1931     MONUMENTED       CGS
 CU0096  HISTORY     - 1958     GOOD             NGS
 CU0096
 CU0096                          STATION DESCRIPTION
 CU0096
 CU0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0096'3.5 MI NW FROM SWEETWATER.
 CU0096'3.5 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0096'SWEETWATER, NOLAN COUNTY, 350 FEET SOUTHEAST OF THE BLOCKSIGNAL TOWER
 CU0096'AT THE CROSSING OF TWO RAILROADS, AT BRIDGE 460A, IN THE NORTHWEST
 CU0096'CONCRETE ABUTMENT, AND ON THE SOUTHWEST SIDE OF THE TRACK.  NOTE--
 CU0096'THIS MARK IS AT A BRIDGE AT THE NORTHWEST JUNCTION OF TWO RAILROADS AT
 CU0096'WHAT IS KNOWN AS ORIENT JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0034 ***********************************************************************
 BQ0034  DESIGNATION -  E 730
 BQ0034  PID         -  BQ0034
 BQ0034  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0034  USGS QUAD   -  HORSESHOE BUTTE (1978)
 BQ0034
 BQ0034                         *CURRENT SURVEY CONTROL
 BQ0034  ___________________________________________________________________
 BQ0034* NAD 83(1986)-  30 40 28.     (N)    104 27 22.     (W)     SCALED    
 BQ0034* NAVD 88     -      1448.796  (meters)    4753.26   (feet)  ADJUSTED  
 BQ0034  ___________________________________________________________________
 BQ0034  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BQ0034  DYNAMIC HT  -        1446.410 (meters)    4745.43  (feet)  COMP
 BQ0034  MODELED GRAV-     978,943.4   (mgal)                       NAVD 88
 BQ0034
 BQ0034  VERT ORDER  -  SECOND    CLASS 0
 BQ0034
 BQ0034.The horizontal coordinates were scaled from a topographic map and have
 BQ0034.an estimated accuracy of +/- 6 seconds.
 BQ0034
 BQ0034.The orthometric height was determined by differential leveling
 BQ0034.and adjusted by the National Geodetic Survey in June 1991..
 BQ0034
 BQ0034.The geoid height was determined by GEOID03.
 BQ0034
 BQ0034.The dynamic height is computed by dividing the NAVD 88
 BQ0034.geopotential number by the normal gravity value computed on the
 BQ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0034.degrees latitude (g = 980.6199 gals.).
 BQ0034
 BQ0034.The modeled gravity was interpolated from observed gravity values.
 BQ0034
 BQ0034;                    North         East    Units  Estimated Accuracy
 BQ0034;SPC TX C     - 3,119,040.      305,060.      MT  (+/- 180 meters Scaled)
 BQ0034
 BQ0034                          SUPERSEDED SURVEY CONTROL
 BQ0034
 BQ0034  NGVD 29 (??/??/92) 1448.194  (m)         4751.28   (f) ADJ UNCH    2 0
 BQ0034
 BQ0034.Superseded values are not recommended for survey control.
 BQ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0034.See file dsdata.txt to determine how the superseded data were derived.
 BQ0034
 BQ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP520936(NAD 83)
 BQ0034_MARKER: DB = BENCH MARK DISK
 BQ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0034_STAMPING: E 730 1942
 BQ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0034+STABILITY: SURFACE MOTION
 BQ0034
 BQ0034  HISTORY     - Date     Condition        Report By
 BQ0034  HISTORY     - 1942     MONUMENTED       CGS
 BQ0034  HISTORY     - 1958     GOOD             NGS
 BQ0034
 BQ0034                          STATION DESCRIPTION
 BQ0034
 BQ0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0034'6.85 MI N FROM VALENTINE.
 BQ0034'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0034'THE STATION AT VALENTINE, THENCE 6.65 MILES NORTH ALONG A DIRT ROAD.
 BQ0034'31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, NEAR THE TOP OF A
 BQ0034'HILL, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 BQ0034'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0177 ***********************************************************************
 BQ0177  DESIGNATION -  E 731
 BQ0177  PID         -  BQ0177
 BQ0177  STATE/COUNTY-  TX/PRESIDIO
 BQ0177  USGS QUAD   -  CAPOTE PEAK (1978)
 BQ0177
 BQ0177                         *CURRENT SURVEY CONTROL
 BQ0177  ___________________________________________________________________
 BQ0177* NAD 83(1986)-  30 20 24.     (N)    104 31 48.     (W)     SCALED    
 BQ0177* NAVD 88     -      1414.546  (meters)    4640.89   (feet)  POSTED    
 BQ0177  ___________________________________________________________________
 BQ0177  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BQ0177  DYNAMIC HT  -        1412.180 (meters)    4633.13  (feet)  COMP
 BQ0177  MODELED GRAV-     978,918.9   (mgal)                       NAVD 88
 BQ0177
 BQ0177  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0177
 BQ0177.The horizontal coordinates were scaled from a topographic map and have
 BQ0177.an estimated accuracy of +/- 6 seconds.
 BQ0177
 BQ0177.The orthometric height was determined by differential leveling
 BQ0177.and adjusted by the National Geodetic Survey in 1992..
 BQ0177.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0177.rate of 1.1 thru 2.0 mm/km.
 BQ0177
 BQ0177.The geoid height was determined by GEOID03.
 BQ0177
 BQ0177.The dynamic height is computed by dividing the NAVD 88
 BQ0177.geopotential number by the normal gravity value computed on the
 BQ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0177.degrees latitude (g = 980.6199 gals.).
 BQ0177
 BQ0177.The modeled gravity was interpolated from observed gravity values.
 BQ0177
 BQ0177;                    North         East    Units  Estimated Accuracy
 BQ0177;SPC TXSC     - 4,290,390.       68,450.      MT  (+/- 180 meters Scaled)
 BQ0177
 BQ0177                          SUPERSEDED SURVEY CONTROL
 BQ0177
 BQ0177  NGVD 29 (??/??/92) 1413.959  (m)         4638.96   (f) ADJ UNCH    2 0
 BQ0177
 BQ0177.Superseded values are not recommended for survey control.
 BQ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0177.See file dsdata.txt to determine how the superseded data were derived.
 BQ0177
 BQ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP451565(NAD 83)
 BQ0177_MARKER: DB = BENCH MARK DISK
 BQ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0177_STAMPING: E 731 1943
 BQ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0177+STABILITY: SURFACE MOTION
 BQ0177
 BQ0177  HISTORY     - Date     Condition        Report By
 BQ0177  HISTORY     - 1943     MONUMENTED       CGS
 BQ0177  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0177
 BQ0177                          STATION DESCRIPTION
 BQ0177
 BQ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0177'18.5 MI S FROM VALENTINE.
 BQ0177'THIS MARK IS 18.5 MILES SOUTH ALONG A DIRT ROAD TO THE BRITE RANCH
 BQ0177'FROM THE POST OFFICE AT VALENTINE, 0.8 MILE NORTH OF THE BRITE, RANCH
 BQ0177'SET AT THE SOUTH END OF AN ARTIFICIAL LAKE, 32.5 FEET WEST OF THE
 BQ0177'CENTERLINE OF THE ROAD, PROJECTING 3-INCHES ABOVE THE GROUND.
 BQ0177
 BQ0177                          STATION RECOVERY (1966)
 BQ0177
 BQ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0201 ***********************************************************************
 BQ0201  DESIGNATION -  E 732
 BQ0201  PID         -  BQ0201
 BQ0201  STATE/COUNTY-  TX/PRESIDIO
 BQ0201  USGS QUAD   -  CANDELARIA (1979)
 BQ0201
 BQ0201                         *CURRENT SURVEY CONTROL
 BQ0201  ___________________________________________________________________
 BQ0201* NAD 83(1986)-  30 10 03.     (N)    104 40 50.     (W)     SCALED    
 BQ0201* NAVD 88     -       878.714  (meters)    2882.91   (feet)  POSTED    
 BQ0201  ___________________________________________________________________
 BQ0201  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BQ0201  DYNAMIC HT  -         877.310 (meters)    2878.31  (feet)  COMP
 BQ0201  MODELED GRAV-     979,017.2   (mgal)                       NAVD 88
 BQ0201
 BQ0201  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0201
 BQ0201.The horizontal coordinates were scaled from a topographic map and have
 BQ0201.an estimated accuracy of +/- 6 seconds.
 BQ0201
 BQ0201.The orthometric height was determined by differential leveling
 BQ0201.and adjusted by the National Geodetic Survey in 1992..
 BQ0201.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0201.rate of 1.1 thru 2.0 mm/km.
 BQ0201
 BQ0201.The geoid height was determined by GEOID03.
 BQ0201
 BQ0201.The dynamic height is computed by dividing the NAVD 88
 BQ0201.geopotential number by the normal gravity value computed on the
 BQ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0201.degrees latitude (g = 980.6199 gals.).
 BQ0201
 BQ0201.The modeled gravity was interpolated from observed gravity values.
 BQ0201
 BQ0201;                    North         East    Units  Estimated Accuracy
 BQ0201;SPC TXSC     - 4,271,980.       53,060.      MT  (+/- 180 meters Scaled)
 BQ0201
 BQ0201                          SUPERSEDED SURVEY CONTROL
 BQ0201
 BQ0201  NGVD 29 (??/??/92)  878.246  (m)         2881.38   (f) ADJ UNCH    2 0
 BQ0201
 BQ0201.Superseded values are not recommended for survey control.
 BQ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0201.See file dsdata.txt to determine how the superseded data were derived.
 BQ0201
 BQ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP307373(NAD 83)
 BQ0201_MARKER: DB = BENCH MARK DISK
 BQ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0201_STAMPING: E 732 1943
 BQ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0201+STABILITY: SURFACE MOTION
 BQ0201
 BQ0201  HISTORY     - Date     Condition        Report By
 BQ0201  HISTORY     - 1943     MONUMENTED       CGS
 BQ0201
 BQ0201                          STATION DESCRIPTION
 BQ0201
 BQ0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0201'2.5 MI NW FROM CANDELARIA.
 BQ0201'THIS MARK IS 2.5 MILES NORTHWEST ALONG A DIRT ROAD TO VALENTINE FROM
 BQ0201'THE SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, 0.5 MILE SOUTH OF A
 BQ0201'CROSSING OF THE CAPOTE CREEK, SET ON THE OUTSIDE OF A CURVE AROUND A
 BQ0201'MESA, 35.0 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, PROJECTING
 BQ0201'6-INCHES ABOVE THE GROUND.  2.0 FEET SOUTHWEST OF A WHITE REFERENCE
 BQ0201'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0037 ***********************************************************************
 CD0037  DESIGNATION -  E 734
 CD0037  PID         -  CD0037
 CD0037  STATE/COUNTY-  TX/CULBERSON
 CD0037  USGS QUAD   -  CASTILE HILL (1973)
 CD0037
 CD0037                         *CURRENT SURVEY CONTROL
 CD0037  ___________________________________________________________________
 CD0037* NAD 83(1986)-  31 50 18.     (N)    104 21 05.     (W)     SCALED    
 CD0037* NAVD 88     -      1137.374  (meters)    3731.53   (feet)  ADJUSTED  
 CD0037  ___________________________________________________________________
 CD0037  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 CD0037  DYNAMIC HT  -        1135.642 (meters)    3725.85  (feet)  COMP
 CD0037  MODELED GRAV-     979,078.3   (mgal)                       NAVD 88
 CD0037
 CD0037  VERT ORDER  -  SECOND    CLASS 0
 CD0037
 CD0037.The horizontal coordinates were scaled from a topographic map and have
 CD0037.an estimated accuracy of +/- 6 seconds.
 CD0037
 CD0037.The orthometric height was determined by differential leveling
 CD0037.and adjusted by the National Geodetic Survey in June 1991..
 CD0037
 CD0037.The geoid height was determined by GEOID03.
 CD0037
 CD0037.The dynamic height is computed by dividing the NAVD 88
 CD0037.geopotential number by the normal gravity value computed on the
 CD0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0037.degrees latitude (g = 980.6199 gals.).
 CD0037
 CD0037.The modeled gravity was interpolated from observed gravity values.
 CD0037
 CD0037;                    North         East    Units  Estimated Accuracy
 CD0037;SPC TX C     - 3,247,620.      319,740.      MT  (+/- 180 meters Scaled)
 CD0037
 CD0037                          SUPERSEDED SURVEY CONTROL
 CD0037
 CD0037  NGVD 29 (??/??/92) 1136.844  (m)         3729.80   (f) ADJ UNCH    2 0
 CD0037
 CD0037.Superseded values are not recommended for survey control.
 CD0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0037.See file dsdata.txt to determine how the superseded data were derived.
 CD0037
 CD0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER613227(NAD 83)
 CD0037_MARKER: DB = BENCH MARK DISK
 CD0037_SETTING: 0 = UNSPECIFIED SETTING
 CD0037_STAMPING: E 734 1943
 CD0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0037
 CD0037  HISTORY     - Date     Condition        Report By
 CD0037  HISTORY     - 1943     MONUMENTED       CGS
 CD0037
 CD0037                          STATION DESCRIPTION
 CD0037
 CD0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0037'28.7 MI W FROM ORLA.
 CD0037'THIS MARK IS 28.7 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0037'ORLA, 0.4 MILE WEST OF A Y JUNCTION, 200.0 FEET EAST OF THE SUMMIT OF
 CD0037'A HILL, 14.2 FEET EAST OF POWER POLE NUMBER 126-3, 28.0 FEET NORTH OF
 CD0037'THE CENTERLINE OF THE ROAD, PROJECTING 7-INCHES ABOVE THE GROUND, 2.0
 CD0037'FEET WEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0096 ***********************************************************************
 BB0096  DESIGNATION -  E 735
 BB0096  PID         -  BB0096
 BB0096  STATE/COUNTY-  TX/PRESIDIO
 BB0096  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0096
 BB0096                         *CURRENT SURVEY CONTROL
 BB0096  ___________________________________________________________________
 BB0096* NAD 83(1986)-  29 47 26.     (N)    104 11 39.     (W)     SCALED    
 BB0096* NAVD 88     -      1265.002  (meters)    4150.26   (feet)  ADJUSTED  
 BB0096  ___________________________________________________________________
 BB0096  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 BB0096  DYNAMIC HT  -        1262.908 (meters)    4143.39  (feet)  COMP
 BB0096  MODELED GRAV-     978,942.6   (mgal)                       NAVD 88
 BB0096
 BB0096  VERT ORDER  -  SECOND    CLASS 0
 BB0096
 BB0096.The horizontal coordinates were scaled from a topographic map and have
 BB0096.an estimated accuracy of +/- 6 seconds.
 BB0096
 BB0096.The orthometric height was determined by differential leveling
 BB0096.and adjusted by the National Geodetic Survey in June 1991..
 BB0096
 BB0096.The geoid height was determined by GEOID03.
 BB0096
 BB0096.The dynamic height is computed by dividing the NAVD 88
 BB0096.geopotential number by the normal gravity value computed on the
 BB0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0096.degrees latitude (g = 980.6199 gals.).
 BB0096
 BB0096.The modeled gravity was interpolated from observed gravity values.
 BB0096
 BB0096;                    North         East    Units  Estimated Accuracy
 BB0096;SPC TXSC     - 4,228,060.       98,000.      MT  (+/- 180 meters Scaled)
 BB0096
 BB0096                          SUPERSEDED SURVEY CONTROL
 BB0096
 BB0096  NGVD 29 (??/??/92) 1264.585  (m)         4148.89   (f) ADJ UNCH    2 0
 BB0096
 BB0096.Superseded values are not recommended for survey control.
 BB0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0096.See file dsdata.txt to determine how the superseded data were derived.
 BB0096
 BB0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN778958(NAD 83)
 BB0096_MARKER: DB = BENCH MARK DISK
 BB0096_SETTING: 66 = SET IN ROCK OUTCROP
 BB0096_SP_SET: ROCK OUTCROP
 BB0096_STAMPING: E 735 1943
 BB0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0096+STABILITY: POSITION/ELEVATION WELL
 BB0096
 BB0096  HISTORY     - Date     Condition        Report By
 BB0096  HISTORY     - 1943     MONUMENTED       CGS
 BB0096  HISTORY     - 1958     GOOD             NGS
 BB0096
 BB0096                          STATION DESCRIPTION
 BB0096
 BB0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0096'14.85 MI E FROM SHAFTER.
 BB0096'ABOUT 5.5 MILES NORTH-NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE SCHOOL
 BB0096'HOUSE AT SHAFTER, THENCE ABOUT 7.3 MILES SOUTHEAST ALONG A GRADED DIRT
 BB0096'ROAD TO A WYE JUNCTION, THENCE ABOUT 1.2 MILES SOUTHEAST ALONG A TRACK
 BB0096'ROAD TO A GATE AND CATTLE GUARD, CONTINUE THROUGH GATE, THENCE ABOUT
 BB0096'0.85 MILE SOUTHEAST ALONG A VERY DIM ROCKY TRACK ROAD TO THE TOP OF
 BB0096'THE SOUTHEAST END OF A SHARP ROCKY RIDGE ON THE NORTH SLOPE OF THE
 BB0096'HILL.  IN THE TOP OF A FLAT ROCK OUTCROP PROJECTING 8 INCHES ON THE
 BB0096'NORTH SIDE, 232 FEET NORTH OF A FENCE WHICH ENDS AT THE HEAD OF A
 BB0096'CANYON, ABOUT 0.25 MILE SOUTHEAST OF A GATE IN A NORTH-SOUTH FENCE,
 BB0096'AND ABOUT 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD.  NOTE--
 BB0096'THIS BENCH MARK IS 0.75 MILE WEST-SOUTHWEST AND UP HILL ALONG A VERY
 BB0096'DIM TRAIL FROM BENCH MARK D 735.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0363 ***********************************************************************
 BA0363  DESIGNATION -  E 736
 BA0363  PID         -  BA0363
 BA0363  STATE/COUNTY-  TX/PRESIDIO
 BA0363  USGS QUAD   -  BANDERA MESA SOUTH (1983)
 BA0363
 BA0363                         *CURRENT SURVEY CONTROL
 BA0363  ___________________________________________________________________
 BA0363* NAD 83(1986)-  29 37 03.     (N)    103 51 06.     (W)     SCALED    
 BA0363* NAVD 88     -      1269.025  (meters)    4163.46   (feet)  ADJUSTED  
 BA0363  ___________________________________________________________________
 BA0363  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0363  DYNAMIC HT  -        1266.900 (meters)    4156.49  (feet)  COMP
 BA0363  MODELED GRAV-     978,923.9   (mgal)                       NAVD 88
 BA0363
 BA0363  VERT ORDER  -  SECOND    CLASS 0
 BA0363
 BA0363.The horizontal coordinates were scaled from a topographic map and have
 BA0363.an estimated accuracy of +/- 6 seconds.
 BA0363
 BA0363.The orthometric height was determined by differential leveling
 BA0363.and adjusted by the National Geodetic Survey in June 1991..
 BA0363
 BA0363.The geoid height was determined by GEOID03.
 BA0363
 BA0363.The dynamic height is computed by dividing the NAVD 88
 BA0363.geopotential number by the normal gravity value computed on the
 BA0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0363.degrees latitude (g = 980.6199 gals.).
 BA0363
 BA0363.The modeled gravity was interpolated from observed gravity values.
 BA0363
 BA0363;                    North         East    Units  Estimated Accuracy
 BA0363;SPC TXSC     - 4,207,480.      130,290.      MT  (+/- 180 meters Scaled)
 BA0363
 BA0363                          SUPERSEDED SURVEY CONTROL
 BA0363
 BA0363  NGVD 29 (??/??/92) 1268.651  (m)         4162.23   (f) ADJ UNCH    2 0
 BA0363
 BA0363.Superseded values are not recommended for survey control.
 BA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0363.See file dsdata.txt to determine how the superseded data were derived.
 BA0363
 BA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN111769(NAD 83)
 BA0363_MARKER: DB = BENCH MARK DISK
 BA0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0363_STAMPING: E 736 1943
 BA0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0363+STABILITY: SURFACE MOTION
 BA0363
 BA0363  HISTORY     - Date     Condition        Report By
 BA0363  HISTORY     - 1943     MONUMENTED       CGS
 BA0363  HISTORY     - 1958     GOOD             NGS
 BA0363
 BA0363                          STATION DESCRIPTION
 BA0363
 BA0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0363'15.75 MI NE FROM FOWLKES BROS RANCH.
 BA0363'ABOUT 15.75 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE FOWLKES
 BA0363'BROTHERS RANCH, 38 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BA0363'ABOUT 0.1 MILE WEST OF A STOCK POND, 4 1/2 FEET SOUTHEAST OF A FENCE
 BA0363'CORNER, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN
 BA0363'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0111 ***********************************************************************
 BB0111  DESIGNATION -  E 737
 BB0111  PID         -  BB0111
 BB0111  STATE/COUNTY-  TX/PRESIDIO
 BB0111  USGS QUAD   -  PLATA (1983)
 BB0111
 BB0111                         *CURRENT SURVEY CONTROL
 BB0111  ___________________________________________________________________
 BB0111* NAD 83(1986)-  29 52 05.     (N)    104 01 09.     (W)     SCALED    
 BB0111* NAVD 88     -      1144.504  (meters)    3754.93   (feet)  ADJUSTED  
 BB0111  ___________________________________________________________________
 BB0111  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BB0111  DYNAMIC HT  -        1142.617 (meters)    3748.74  (feet)  COMP
 BB0111  MODELED GRAV-     978,954.0   (mgal)                       NAVD 88
 BB0111
 BB0111  VERT ORDER  -  SECOND    CLASS 0
 BB0111
 BB0111.The horizontal coordinates were scaled from a topographic map and have
 BB0111.an estimated accuracy of +/- 6 seconds.
 BB0111
 BB0111.The orthometric height was determined by differential leveling
 BB0111.and adjusted by the National Geodetic Survey in June 1991..
 BB0111
 BB0111.The geoid height was determined by GEOID03.
 BB0111
 BB0111.The dynamic height is computed by dividing the NAVD 88
 BB0111.geopotential number by the normal gravity value computed on the
 BB0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0111.degrees latitude (g = 980.6199 gals.).
 BB0111
 BB0111.The modeled gravity was interpolated from observed gravity values.
 BB0111
 BB0111;                    North         East    Units  Estimated Accuracy
 BB0111;SPC TXSC     - 4,235,910.      115,270.      MT  (+/- 180 meters Scaled)
 BB0111
 BB0111                          SUPERSEDED SURVEY CONTROL
 BB0111
 BB0111  NGVD 29 (??/??/92) 1144.107  (m)         3753.62   (f) ADJ UNCH    2 0
 BB0111
 BB0111.Superseded values are not recommended for survey control.
 BB0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0111.See file dsdata.txt to determine how the superseded data were derived.
 BB0111
 BB0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP947045(NAD 83)
 BB0111_MARKER: DB = BENCH MARK DISK
 BB0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0111_STAMPING: E 737 1943
 BB0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0111+STABILITY: SURFACE MOTION
 BB0111
 BB0111  HISTORY     - Date     Condition        Report By
 BB0111  HISTORY     - 1943     MONUMENTED       CGS
 BB0111  HISTORY     - 1958     GOOD             NGS
 BB0111
 BB0111                          STATION DESCRIPTION
 BB0111
 BB0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0111'IN PLATA.
 BB0111'AT PLATA, 150 FEET EAST OF THE CENTER LINE OF FARM ROAD 169, 275 FEET
 BB0111'NORTH OF THE NORTH FACE OF THE PANHANDLE AND SANTA FE RAILROAD SECTION
 BB0111'FOREMANS HOUSE, 99 1/2 FEET WEST OF THE NEAR RAIL, 60 FEET NORTHWEST
 BB0111'OF A TELEPHONE POLE, 1 1/2 FEET WEST OF A FENCE, 1 FOOT NORTH OF A
 BB0111'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BB0111'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0319 ***********************************************************************
 BA0319  DESIGNATION -  E 738
 BA0319  PID         -  BA0319
 BA0319  STATE/COUNTY-  TX/PRESIDIO
 BA0319  USGS QUAD   -  PUERTO POTRILLO (1983)
 BA0319
 BA0319                         *CURRENT SURVEY CONTROL
 BA0319  ___________________________________________________________________
 BA0319* NAD 83(1986)-  29 49 39.     (N)    103 57 42.     (W)     SCALED    
 BA0319* NAVD 88     -      1175.528  (meters)    3856.71   (feet)  POSTED    
 BA0319  ___________________________________________________________________
 BA0319  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 BA0319  DYNAMIC HT  -        1173.590 (meters)    3850.35  (feet)  COMP
 BA0319  MODELED GRAV-     978,951.9   (mgal)                       NAVD 88
 BA0319
 BA0319  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0319
 BA0319.The horizontal coordinates were scaled from a topographic map and have
 BA0319.an estimated accuracy of +/- 6 seconds.
 BA0319
 BA0319.The orthometric height was determined by differential leveling
 BA0319.and adjusted by the National Geodetic Survey in 1992..
 BA0319.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0319.rate of 2.1 thru 3.0 mm/km.
 BA0319
 BA0319.The geoid height was determined by GEOID03.
 BA0319
 BA0319.The dynamic height is computed by dividing the NAVD 88
 BA0319.geopotential number by the normal gravity value computed on the
 BA0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0319.degrees latitude (g = 980.6199 gals.).
 BA0319
 BA0319.The modeled gravity was interpolated from observed gravity values.
 BA0319
 BA0319;                    North         East    Units  Estimated Accuracy
 BA0319;SPC TXSC     - 4,231,180.      120,630.      MT  (+/- 180 meters Scaled)
 BA0319
 BA0319                          SUPERSEDED SURVEY CONTROL
 BA0319
 BA0319  NGVD 29 (??/??/92) 1175.131  (m)         3855.41   (f) ADJ UNCH    2 0
 BA0319
 BA0319.Superseded values are not recommended for survey control.
 BA0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0319.See file dsdata.txt to determine how the superseded data were derived.
 BA0319
 BA0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP003001(NAD 83)
 BA0319_MARKER: DB = BENCH MARK DISK
 BA0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0319_STAMPING: E 738 1943
 BA0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0319+STABILITY: SURFACE MOTION
 BA0319
 BA0319  HISTORY     - Date     Condition        Report By
 BA0319  HISTORY     - 1943     MONUMENTED       CGS
 BA0319  HISTORY     - 1958     GOOD             NGS
 BA0319
 BA0319                          STATION DESCRIPTION
 BA0319
 BA0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0319'6.2 MI SE FROM PLATA.
 BA0319'ABOUT 3.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD
 BA0319'SECTION FOREMANS HOUSE AT PLATA, THENCE ABOUT 2.95 MILES EAST ALONG A
 BA0319'PRIVATE TRACK ROAD LEADING TO THE C. L. HANCOCK RANCH.  34 FEET
 BA0319'NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.4 MILE
 BA0319'EAST-SOUTHEAST OF A RANCH HOUSE AND WINDMILL ON A HILL, ABOUT 0.25
 BA0319'MILE EAST OF A CATTLE GUARD IN A NORTH-SOUTH FENCE, 1 FOOT NORTHEAST
 BA0319'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0319'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0205 ***********************************************************************
 BB0205  DESIGNATION -  E 739
 BB0205  PID         -  BB0205
 BB0205  STATE/COUNTY-  TX/PRESIDIO
 BB0205  USGS QUAD   -  ADOBES (1979)
 BB0205
 BB0205                         *CURRENT SURVEY CONTROL
 BB0205  ___________________________________________________________________
 BB0205* NAD 83(1986)-  29 47 16.     (N)    104 34 14.     (W)     SCALED    
 BB0205* NAVD 88     -       820.595  (meters)    2692.24   (feet)  POSTED    
 BB0205  ___________________________________________________________________
 BB0205  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 BB0205  DYNAMIC HT  -         819.270 (meters)    2687.89  (feet)  COMP
 BB0205  MODELED GRAV-     978,996.8   (mgal)                       NAVD 88
 BB0205
 BB0205  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0205
 BB0205.The horizontal coordinates were scaled from a topographic map and have
 BB0205.an estimated accuracy of +/- 6 seconds.
 BB0205
 BB0205.The orthometric height was determined by differential leveling
 BB0205.and adjusted by the National Geodetic Survey in 1992..
 BB0205.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0205.rate of 1.1 thru 2.0 mm/km.
 BB0205
 BB0205.The geoid height was determined by GEOID03.
 BB0205
 BB0205.The dynamic height is computed by dividing the NAVD 88
 BB0205.geopotential number by the normal gravity value computed on the
 BB0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0205.degrees latitude (g = 980.6199 gals.).
 BB0205
 BB0205.The modeled gravity was interpolated from observed gravity values.
 BB0205
 BB0205;                    North         East    Units  Estimated Accuracy
 BB0205;SPC TXSC     - 4,229,430.       61,640.      MT  (+/- 180 meters Scaled)
 BB0205
 BB0205                          SUPERSEDED SURVEY CONTROL
 BB0205
 BB0205  NGVD 29 (??/??/92)  820.153  (m)         2690.79   (f) ADJ UNCH    2 0
 BB0205
 BB0205.Superseded values are not recommended for survey control.
 BB0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0205.See file dsdata.txt to determine how the superseded data were derived.
 BB0205
 BB0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN415953(NAD 83)
 BB0205_MARKER: DB = BENCH MARK DISK
 BB0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0205_STAMPING: E 739 1943
 BB0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0205+STABILITY: SURFACE MOTION
 BB0205
 BB0205  HISTORY     - Date     Condition        Report By
 BB0205  HISTORY     - 1943     MONUMENTED       CGS
 BB0205
 BB0205                          STATION DESCRIPTION
 BB0205
 BB0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0205'16.3 MI SE FROM RUIDOSA.
 BB0205'THIS MARK IS 16.3 MILES SOUTHEAST ALONG THE ROAD TO PRESIDIO FROM THE
 BB0205'POST OFFICE AT RUIDOSA, PRESIDIO COUNTY, SET ON THE SOUTHEAST SIDE OF
 BB0205'A LARGE ARROYO, AND ON THE OUTSIDE OF A 180 DEGREE CURVE, 45.0 FEET
 BB0205'NORTHEAST OF THE CENTERLINE OF THE ROAD, 41.0 FEET SOUTH OF THE
 BB0205'CENTERLINE OF A DIM ROAD RUNNING EAST FROM THE MAIN ROAD, PROJECTING
 BB0205'5-INCHES ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE
 BB0205'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0368 ***********************************************************************
 CA0368  DESIGNATION -  E 74
 CA0368  PID         -  CA0368
 CA0368  STATE/COUNTY-  TX/COLEMAN
 CA0368  USGS QUAD   -  COLEMAN (1987)
 CA0368
 CA0368                         *CURRENT SURVEY CONTROL
 CA0368  ___________________________________________________________________
 CA0368* NAD 83(1986)-  31 51 43.     (N)    099 29 02.     (W)     SCALED    
 CA0368* NAVD 88     -       543.382  (meters)    1782.75   (feet)  POSTED    
 CA0368  ___________________________________________________________________
 CA0368  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CA0368  DYNAMIC HT  -         542.660 (meters)    1780.38  (feet)  COMP
 CA0368  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 CA0368
 CA0368  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0368
 CA0368.The horizontal coordinates were scaled from a topographic map and have
 CA0368.an estimated accuracy of +/- 6 seconds.
 CA0368
 CA0368.The orthometric height was determined by differential leveling
 CA0368.and adjusted by the National Geodetic Survey in 1992..
 CA0368.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0368.rate of 0.0 thru 1.0 mm/km.
 CA0368
 CA0368.The geoid height was determined by GEOID03.
 CA0368
 CA0368.The dynamic height is computed by dividing the NAVD 88
 CA0368.geopotential number by the normal gravity value computed on the
 CA0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0368.degrees latitude (g = 980.6199 gals.).
 CA0368
 CA0368.The modeled gravity was interpolated from observed gravity values.
 CA0368
 CA0368;                    North         East    Units  Estimated Accuracy
 CA0368;SPC TX C     - 3,243,680.      780,390.      MT  (+/- 180 meters Scaled)
 CA0368
 CA0368                          SUPERSEDED SURVEY CONTROL
 CA0368
 CA0368  NGVD 29 (??/??/92)  543.259  (m)         1782.34   (f) ADJ UNCH    1 2
 CA0368
 CA0368.Superseded values are not recommended for survey control.
 CA0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0368.See file dsdata.txt to determine how the superseded data were derived.
 CA0368
 CA0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA542252(NAD 83)
 CA0368_MARKER: DB = BENCH MARK DISK
 CA0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0368_STAMPING: 1782.342 E 74 1931
 CA0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0368+STABILITY: SURFACE MOTION
 CA0368
 CA0368  HISTORY     - Date     Condition        Report By
 CA0368  HISTORY     - 1931     MONUMENTED       CGS
 CA0368  HISTORY     - 1962     MARK NOT FOUND   USGS
 CA0368
 CA0368                          STATION DESCRIPTION
 CA0368
 CA0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0368'IN HAMRICK.
 CA0368'AT HAMRICK, COLEMAN COUNTY, ON THE GULF, COLORADO AND SANTA FE
 CA0368'RAILWAY, 1/8 MILE NORTH OF THE SIDING SIGN, ONE POLE SOUTH OF MILEPOST
 CA0368'383, AT A ROAD CROSSING, 50 FEET SOUTH OF THE ROAD, AND 30 FEET EAST
 CA0368'OF THE TRACK.  A STANDARD DISK, STAMPED 1782.342 E 74 1931 AND SET IN
 CA0368'THE TOP OF A CONCRETE POST.
 CA0368
 CA0368                          STATION RECOVERY (1962)
 CA0368
 CA0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CA0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0069 ***********************************************************************
 BA0069  DESIGNATION -  E 740
 BA0069  PID         -  BA0069
 BA0069  STATE/COUNTY-  TX/BREWSTER
 BA0069  USGS QUAD   -  SANTIAGO PEAK (1983)
 BA0069
 BA0069                         *CURRENT SURVEY CONTROL
 BA0069  ___________________________________________________________________
 BA0069* NAD 83(1986)-  29 47 17.     (N)    103 27 34.     (W)     SCALED    
 BA0069* NAVD 88     -      1082.334  (meters)    3550.96   (feet)  ADJUSTED  
 BA0069  ___________________________________________________________________
 BA0069  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 BA0069  DYNAMIC HT  -        1080.580 (meters)    3545.20  (feet)  COMP
 BA0069  MODELED GRAV-     978,985.6   (mgal)                       NAVD 88
 BA0069
 BA0069  VERT ORDER  -  SECOND    CLASS 0
 BA0069
 BA0069.The horizontal coordinates were scaled from a topographic map and have
 BA0069.an estimated accuracy of +/- 6 seconds.
 BA0069
 BA0069.The orthometric height was determined by differential leveling
 BA0069.and adjusted by the National Geodetic Survey in June 1991..
 BA0069
 BA0069.The geoid height was determined by GEOID03.
 BA0069
 BA0069.The dynamic height is computed by dividing the NAVD 88
 BA0069.geopotential number by the normal gravity value computed on the
 BA0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0069.degrees latitude (g = 980.6199 gals.).
 BA0069
 BA0069.The modeled gravity was interpolated from observed gravity values.
 BA0069
 BA0069;                    North         East    Units  Estimated Accuracy
 BA0069;SPC TXSC     - 4,224,860.      168,960.      MT  (+/- 180 meters Scaled)
 BA0069
 BA0069                          SUPERSEDED SURVEY CONTROL
 BA0069
 BA0069  NGVD 29 (??/??/92) 1081.918  (m)         3549.59   (f) ADJ UNCH    2 0
 BA0069
 BA0069.Superseded values are not recommended for survey control.
 BA0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0069.See file dsdata.txt to determine how the superseded data were derived.
 BA0069
 BA0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN489962(NAD 83)
 BA0069_MARKER: DB = BENCH MARK DISK
 BA0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0069_STAMPING: E 740 1943
 BA0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0069+STABILITY: SURFACE MOTION
 BA0069
 BA0069  HISTORY     - Date     Condition        Report By
 BA0069  HISTORY     - 1943     MONUMENTED       CGS
 BA0069  HISTORY     - 1958     GOOD             NGS
 BA0069
 BA0069                          STATION DESCRIPTION
 BA0069
 BA0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0069'49.85 MI S FROM ALPINE.
 BA0069'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0069'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0069'118, THENCE ABOUT 7.2 MILES EAST ALONG A GRADED DIRT ROAD LEADING TO
 BA0069'THE A. M. POTTER RANCH.  69 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BA0069'ABOUT 0.15 MILE EAST OF A SHARP HILL, ABOUT 0.3 MILE SOUTHEAST AND
 BA0069'AROUND A HILL FROM A TIN MACHINE SHED AND HOUSE, 120 FEET WEST OF A
 BA0069'CURVE IN THE ROAD, 57 FEET SOUTHWEST OF A WOVEN WIRE FENCE, 2 FEET
 BA0069'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BA0069'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0167 ***********************************************************************
 BA0167  DESIGNATION -  E 742
 BA0167  PID         -  BA0167
 BA0167  STATE/COUNTY-  TX/BREWSTER
 BA0167  USGS QUAD   -  SAN VICENTE (1971)
 BA0167
 BA0167                         *CURRENT SURVEY CONTROL
 BA0167  ___________________________________________________________________
 BA0167* NAD 83(1986)-  29 14 07.     (N)    103 04 34.     (W)     SCALED    
 BA0167* NAVD 88     -       727.629  (meters)    2387.23   (feet)  ADJUSTED  
 BA0167  ___________________________________________________________________
 BA0167  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 BA0167  DYNAMIC HT  -         726.464 (meters)    2383.41  (feet)  COMP
 BA0167  MODELED GRAV-     979,019.0   (mgal)                       NAVD 88
 BA0167
 BA0167  VERT ORDER  -  FIRST     CLASS II
 BA0167
 BA0167.The horizontal coordinates were scaled from a topographic map and have
 BA0167.an estimated accuracy of +/- 6 seconds.
 BA0167
 BA0167.The orthometric height was determined by differential leveling
 BA0167.and adjusted by the National Geodetic Survey in June 1991..
 BA0167
 BA0167.The geoid height was determined by GEOID03.
 BA0167
 BA0167.The dynamic height is computed by dividing the NAVD 88
 BA0167.geopotential number by the normal gravity value computed on the
 BA0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0167.degrees latitude (g = 980.6199 gals.).
 BA0167
 BA0167.The modeled gravity was interpolated from observed gravity values.
 BA0167
 BA0167;                    North         East    Units  Estimated Accuracy
 BA0167;SPC TXSC     - 4,162,280.      203,870.      MT  (+/- 180 meters Scaled)
 BA0167
 BA0167                          SUPERSEDED SURVEY CONTROL
 BA0167
 BA0167  NGVD 29 (??/??/92)  727.267  (m)         2386.04   (f) ADJ UNCH    1 2
 BA0167
 BA0167.Superseded values are not recommended for survey control.
 BA0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0167.See file dsdata.txt to determine how the superseded data were derived.
 BA0167
 BA0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN869355(NAD 83)
 BA0167_MARKER: DB = BENCH MARK DISK
 BA0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0167_STAMPING: E 742 1943
 BA0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0167+STABILITY: SURFACE MOTION
 BA0167
 BA0167  HISTORY     - Date     Condition        Report By
 BA0167  HISTORY     - 1943     MONUMENTED       CGS
 BA0167  HISTORY     - 1958     GOOD             NGS
 BA0167  HISTORY     - 20030422 GOOD             USPSQD
 BA0167
 BA0167                          STATION DESCRIPTION
 BA0167
 BA0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0167'10.15 MI SE FROM PARK HEADQUARTERS.
 BA0167'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0167'BUILDING, THENCE 9.65 MILES SOUTHEAST ALONG A PAVED ROAD.  31 FEET
 BA0167'SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A WHITE WOODEN
 BA0167'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 BA0167'OF A CONCRETE POST PROJECTING 5 INCHES.
 BA0167
 BA0167                          STATION RECOVERY (2003)
 BA0167
 BA0167'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0027 ***********************************************************************
 BA0027  DESIGNATION -  E 743
 BA0027  PID         -  BA0027
 BA0027  STATE/COUNTY-  TX/BREWSTER
 BA0027  USGS QUAD   -  SAN FRANCISCO SHUTUP (1983)
 BA0027
 BA0027                         *CURRENT SURVEY CONTROL
 BA0027  ___________________________________________________________________
 BA0027* NAD 83(1986)-  29 56 55.     (N)    102 40 50.     (W)     SCALED    
 BA0027* NAVD 88     -       810.804  (meters)    2660.11   (feet)  ADJUSTED  
 BA0027  ___________________________________________________________________
 BA0027  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 BA0027  DYNAMIC HT  -         809.555 (meters)    2656.01  (feet)  COMP
 BA0027  MODELED GRAV-     979,074.6   (mgal)                       NAVD 88
 BA0027
 BA0027  VERT ORDER  -  FIRST     CLASS II
 BA0027
 BA0027.The horizontal coordinates were scaled from a topographic map and have
 BA0027.an estimated accuracy of +/- 6 seconds.
 BA0027
 BA0027.The orthometric height was determined by differential leveling
 BA0027.and adjusted by the National Geodetic Survey in June 1991..
 BA0027
 BA0027.The geoid height was determined by GEOID03.
 BA0027
 BA0027.The dynamic height is computed by dividing the NAVD 88
 BA0027.geopotential number by the normal gravity value computed on the
 BA0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0027.degrees latitude (g = 980.6199 gals.).
 BA0027
 BA0027.The modeled gravity was interpolated from observed gravity values.
 BA0027
 BA0027;                    North         East    Units  Estimated Accuracy
 BA0027;SPC TXSC     - 4,240,020.      244,780.      MT  (+/- 180 meters Scaled)
 BA0027
 BA0027                          SUPERSEDED SURVEY CONTROL
 BA0027
 BA0027  NGVD 29 (??/??/92)  810.528  (m)         2659.21   (f) ADJ UNCH    1 2
 BA0027
 BA0027.Superseded values are not recommended for survey control.
 BA0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0027.See file dsdata.txt to determine how the superseded data were derived.
 BA0027
 BA0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP238153(NAD 83)
 BA0027_MARKER: DB = BENCH MARK DISK
 BA0027_SETTING: 66 = SET IN ROCK OUTCROP
 BA0027_SP_SET: ROCK OUTCROP
 BA0027_STAMPING: E 743 1943
 BA0027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0027+STABILITY: POSITION/ELEVATION WELL
 BA0027
 BA0027  HISTORY     - Date     Condition        Report By
 BA0027  HISTORY     - 1943     MONUMENTED       CGS
 BA0027  HISTORY     - 1958     GOOD             NGS
 BA0027
 BA0027                          STATION DESCRIPTION
 BA0027
 BA0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0027'0.9 MI NE FROM SLAUGHTER RANCH HDQ.
 BA0027'ABOUT 0.9 MILE NORTHEAST ALONG A DIRT ROAD FROM THE SLAUGHTER RANCH
 BA0027'HDQ., IN THE TOP OF A LIMESTONE ROCK OUTCROP, 175 FEET WEST-SOUTHWEST
 BA0027'OF THE CENTER LINE OF THE ROAD, ABOUT 0.25 MILE NORTH OF A CATTLE
 BA0027'GUARD ACROSS THE ROAD, 1 FOOT SOUTH OF A CAIRN, AND ABOUT 6 FEET BELOW
 BA0027'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0080 ***********************************************************************
 BB0080  DESIGNATION -  E 744
 BB0080  PID         -  BB0080
 BB0080  STATE/COUNTY-  TX/PRESIDIO
 BB0080  USGS QUAD   -  CERRO REDONDO (1983)
 BB0080
 BB0080                         *CURRENT SURVEY CONTROL
 BB0080  ___________________________________________________________________
 BB0080* NAD 83(1986)-  29 32 53.     (N)    104 09 40.     (W)     SCALED    
 BB0080* NAVD 88     -       936.470  (meters)    3072.40   (feet)  ADJUSTED  
 BB0080  ___________________________________________________________________
 BB0080  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 BB0080  DYNAMIC HT  -         934.939 (meters)    3067.38  (feet)  COMP
 BB0080  MODELED GRAV-     978,977.2   (mgal)                       NAVD 88
 BB0080
 BB0080  VERT ORDER  -  FIRST     CLASS II
 BB0080
 BB0080.The horizontal coordinates were scaled from a topographic map and have
 BB0080.an estimated accuracy of +/- 6 seconds.
 BB0080
 BB0080.The orthometric height was determined by differential leveling
 BB0080.and adjusted by the National Geodetic Survey in June 1991..
 BB0080
 BB0080.The geoid height was determined by GEOID03.
 BB0080
 BB0080.The dynamic height is computed by dividing the NAVD 88
 BB0080.geopotential number by the normal gravity value computed on the
 BB0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0080.degrees latitude (g = 980.6199 gals.).
 BB0080
 BB0080.The modeled gravity was interpolated from observed gravity values.
 BB0080
 BB0080;                    North         East    Units  Estimated Accuracy
 BB0080;SPC TXSC     - 4,201,070.      100,010.      MT  (+/- 180 meters Scaled)
 BB0080
 BB0080                          SUPERSEDED SURVEY CONTROL
 BB0080
 BB0080  NGVD 29 (??/??/92)  936.146  (m)         3071.34   (f) ADJ UNCH    1 2
 BB0080
 BB0080.Superseded values are not recommended for survey control.
 BB0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0080.See file dsdata.txt to determine how the superseded data were derived.
 BB0080
 BB0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN812690(NAD 83)
 BB0080_MARKER: DB = BENCH MARK DISK
 BB0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0080_STAMPING: E 744 1943
 BB0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0080+STABILITY: SURFACE MOTION
 BB0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BB0080+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2002
 BB0080
 BB0080  HISTORY     - Date     Condition        Report By
 BB0080  HISTORY     - 1943     MONUMENTED       CGS
 BB0080  HISTORY     - 1958     GOOD             NGS
 BB0080  HISTORY     - 20020205 GOOD             USPSQD
 BB0080
 BB0080                          STATION DESCRIPTION
 BB0080
 BB0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0080'16.9 MI E FROM PRESIDIO.
 BB0080'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0080'PRESIDIO, THENCE 5.85 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BB0080'1.2 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 2.15 MILES EAST
 BB0080'ALONG A TRACK ROAD LEADING TO THE FOWLKES BROS. RANCH.  46 FEET NORTH
 BB0080'OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE NORTHWEST OF A GATE, AT
 BB0080'THE JUNCTION OF A PRIVATE ROAD LEADING NORTHEAST, 146 FEET EAST OF THE
 BB0080'CENTER OF THE JUNCTION, ON THE OUTSIDE OF A CURVE, 1 FOOT NORTH OF A
 BB0080'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BB0080'PROJECTING 2 INCHES.  NOTE-- ABOUT 1.05 MILES WEST OF B. M. F 744
 BB0080'WHICH IS DESCRIBED FROM THE FOWLKES BROS. RANCH.
 BB0080
 BB0080                          STATION RECOVERY (2002)
 BB0080
 BB0080'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BB0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0045 ***********************************************************************
 BA0045  DESIGNATION -  E 745
 BA0045  PID         -  BA0045
 BA0045  STATE/COUNTY-  TX/BREWSTER
 BA0045  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0045
 BA0045                         *CURRENT SURVEY CONTROL
 BA0045  ___________________________________________________________________
 BA0045* NAD 83(1986)-  29 41 56.     (N)    103 09 47.     (W)     SCALED    
 BA0045* NAVD 88     -       853.119  (meters)    2798.94   (feet)  ADJUSTED  
 BA0045  ___________________________________________________________________
 BA0045  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BA0045  DYNAMIC HT  -         851.764 (meters)    2794.50  (feet)  COMP
 BA0045  MODELED GRAV-     979,026.8   (mgal)                       NAVD 88
 BA0045
 BA0045  VERT ORDER  -  FIRST     CLASS II
 BA0045
 BA0045.The horizontal coordinates were scaled from a topographic map and have
 BA0045.an estimated accuracy of +/- 6 seconds.
 BA0045
 BA0045.The orthometric height was determined by differential leveling
 BA0045.and adjusted by the National Geodetic Survey in June 1991..
 BA0045
 BA0045.The geoid height was determined by GEOID03.
 BA0045
 BA0045.The dynamic height is computed by dividing the NAVD 88
 BA0045.geopotential number by the normal gravity value computed on the
 BA0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0045.degrees latitude (g = 980.6199 gals.).
 BA0045
 BA0045.The modeled gravity was interpolated from observed gravity values.
 BA0045
 BA0045;                    North         East    Units  Estimated Accuracy
 BA0045;SPC TXSC     - 4,213,920.      197,250.      MT  (+/- 180 meters Scaled)
 BA0045
 BA0045                          SUPERSEDED SURVEY CONTROL
 BA0045
 BA0045  NGVD 29 (??/??/92)  852.775  (m)         2797.81   (f) ADJ UNCH    1 2
 BA0045
 BA0045.Superseded values are not recommended for survey control.
 BA0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0045.See file dsdata.txt to determine how the superseded data were derived.
 BA0045
 BA0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN777868(NAD 83)
 BA0045_MARKER: DB = BENCH MARK DISK
 BA0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0045_STAMPING: E 745 1943
 BA0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0045+STABILITY: SURFACE MOTION
 BA0045
 BA0045  HISTORY     - Date     Condition        Report By
 BA0045  HISTORY     - 1943     MONUMENTED       CGS
 BA0045  HISTORY     - 1967     GOOD             NGS
 BA0045  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0045
 BA0045                          STATION DESCRIPTION
 BA0045
 BA0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0045'2.05 MI N FROM PERSIMMON GAP.
 BA0045'ABOUT 2.05 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0045'PERSIMMON GAP, 63 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 85 YARDS
 BA0045'SOUTH OF THE SOUTH END OF A STONE HEADWALL, 0.2 MILES SOUTH OF THE
 BA0045'JUNCTION OF A PRIVATE ROAD LEADING EAST TO THE L. C. PURNELL RANCH, 2
 BA0045'FEET WEST OF THE WEST RIGHT OF WAY FENCE, 2 1/2 FEET EAST OF A WHITE
 BA0045'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BA0045'INCHES.
 BA0045
 BA0045                          STATION RECOVERY (2001)
 BA0045
 BA0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0045'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0142 ***********************************************************************
 BA0142  DESIGNATION -  E 746
 BA0142  PID         -  BA0142
 BA0142  STATE/COUNTY-  TX/BREWSTER
 BA0142  USGS QUAD   -  MARISCAL MOUNTAIN (1971)
 BA0142
 BA0142                         *CURRENT SURVEY CONTROL
 BA0142  ___________________________________________________________________
 BA0142* NAD 83(1986)-  29 06 47.     (N)    103 12 48.     (W)     SCALED    
 BA0142* NAVD 88     -       760.184  (meters)    2494.04   (feet)  ADJUSTED  
 BA0142  ___________________________________________________________________
 BA0142  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0142  DYNAMIC HT  -         758.957 (meters)    2490.01  (feet)  COMP
 BA0142  MODELED GRAV-     979,005.3   (mgal)                       NAVD 88
 BA0142
 BA0142  VERT ORDER  -  FIRST     CLASS II
 BA0142
 BA0142.The horizontal coordinates were scaled from a topographic map and have
 BA0142.an estimated accuracy of +/- 6 seconds.
 BA0142
 BA0142.The orthometric height was determined by differential leveling
 BA0142.and adjusted by the National Geodetic Survey in June 1991..
 BA0142
 BA0142.The geoid height was determined by GEOID03.
 BA0142
 BA0142.The dynamic height is computed by dividing the NAVD 88
 BA0142.geopotential number by the normal gravity value computed on the
 BA0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0142.degrees latitude (g = 980.6199 gals.).
 BA0142
 BA0142.The modeled gravity was interpolated from observed gravity values.
 BA0142
 BA0142;                    North         East    Units  Estimated Accuracy
 BA0142;SPC TXSC     - 4,149,210.      190,050.      MT  (+/- 180 meters Scaled)
 BA0142
 BA0142                          SUPERSEDED SURVEY CONTROL
 BA0142
 BA0142  NGVD 29 (??/??/92)  759.797  (m)         2492.77   (f) ADJ UNCH    1 2
 BA0142
 BA0142.Superseded values are not recommended for survey control.
 BA0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0142.See file dsdata.txt to determine how the superseded data were derived.
 BA0142
 BA0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN738218(NAD 83)
 BA0142_MARKER: DB = BENCH MARK DISK
 BA0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0142_STAMPING: E 746 1943
 BA0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0142+STABILITY: SURFACE MOTION
 BA0142
 BA0142  HISTORY     - Date     Condition        Report By
 BA0142  HISTORY     - 1943     MONUMENTED       CGS
 BA0142  HISTORY     - 1958     GOOD             NGS
 BA0142
 BA0142                          STATION DESCRIPTION
 BA0142
 BA0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0142'31.55 MI E FROM CASTOLON.
 BA0142'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0142'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0142'5.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 8.95 MILES
 BA0142'NORTHEAST ALONG A GRADED DIRT ROAD.  34 FEET WEST OF THE CENTER LINE
 BA0142'OF THE THE ROAD, ABOUT 0.3 MILE SOUTH OF A SMALL ROCKY WASH, 3 FEET
 BA0142'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 BA0142'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0179 ***********************************************************************
 BA0179  DESIGNATION -  E 748
 BA0179  PID         -  BA0179
 BA0179  STATE/COUNTY-  TX/BREWSTER
 BA0179  USGS QUAD   -  PANTHER JUNCTION (1971)
 BA0179
 BA0179                         *CURRENT SURVEY CONTROL
 BA0179  ___________________________________________________________________
 BA0179* NAD 83(1986)-  29 22 19.     (N)    103 09 46.     (W)     SCALED    
 BA0179* NAVD 88     -       945.058  (meters)    3100.58   (feet)  ADJUSTED  
 BA0179  ___________________________________________________________________
 BA0179  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 BA0179  DYNAMIC HT  -         943.525 (meters)    3095.55  (feet)  COMP
 BA0179  MODELED GRAV-     978,988.3   (mgal)                       NAVD 88
 BA0179
 BA0179  VERT ORDER  -  FIRST     CLASS II
 BA0179
 BA0179.The horizontal coordinates were scaled from a topographic map and have
 BA0179.an estimated accuracy of +/- 6 seconds.
 BA0179
 BA0179.The orthometric height was determined by differential leveling
 BA0179.and adjusted by the National Geodetic Survey in June 1991..
 BA0179
 BA0179.The geoid height was determined by GEOID03.
 BA0179
 BA0179.The dynamic height is computed by dividing the NAVD 88
 BA0179.geopotential number by the normal gravity value computed on the
 BA0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0179.degrees latitude (g = 980.6199 gals.).
 BA0179
 BA0179.The modeled gravity was interpolated from observed gravity values.
 BA0179
 BA0179;                    North         East    Units  Estimated Accuracy
 BA0179;SPC TXSC     - 4,177,710.      195,990.      MT  (+/- 180 meters Scaled)
 BA0179
 BA0179                          SUPERSEDED SURVEY CONTROL
 BA0179
 BA0179  NGVD 29 (??/??/92)  944.677  (m)         3099.33   (f) ADJ UNCH    1 2
 BA0179
 BA0179.Superseded values are not recommended for survey control.
 BA0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0179.See file dsdata.txt to determine how the superseded data were derived.
 BA0179
 BA0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN783505(NAD 83)
 BA0179_MARKER: DB = BENCH MARK DISK
 BA0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0179_STAMPING: E 748 1943
 BA0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0179+STABILITY: SURFACE MOTION
 BA0179
 BA0179  HISTORY     - Date     Condition        Report By
 BA0179  HISTORY     - 1943     MONUMENTED       CGS
 BA0179  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0179  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0179
 BA0179                          STATION DESCRIPTION
 BA0179
 BA0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0179'17.9 MI S FROM COOPERS STORE.
 BA0179'THIS MARK IS ABOUT 17.9 MILES SOUTH ALONG ROAD NUMBER 227 FROM COOPERS
 BA0179'STORE, BREWSTER COUNTY, 0.6 MILE SOUTH OF A STORE, SET AT STATE
 BA0179'MAINTENANCE CAMP NUMBER 16, 9.0 FEET EAST OF A FENCE RUNNING PARALLEL
 BA0179'WITH THE ROAD, 86.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BA0179'PROJECTING ABOUT 7-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE
 BA0179'REFERENCE POST.
 BA0179
 BA0179                          STATION RECOVERY (1958)
 BA0179
 BA0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0179'MARK NOT FOUND.
 BA0179
 BA0179                          STATION RECOVERY (2001)
 BA0179
 BA0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0179'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0266 ***********************************************************************
 BA0266  DESIGNATION -  E 749
 BA0266  PID         -  BA0266
 BA0266  STATE/COUNTY-  TX/PRESIDIO
 BA0266  USGS QUAD   -  BANDERA MESA SOUTH (1983)
 BA0266
 BA0266                         *CURRENT SURVEY CONTROL
 BA0266  ___________________________________________________________________
 BA0266* NAD 83(1986)-  29 30 32.     (N)    103 52 18.     (W)     SCALED    
 BA0266* NAVD 88     -      1371.457  (meters)    4499.52   (feet)  ADJUSTED  
 BA0266  ___________________________________________________________________
 BA0266  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0266  DYNAMIC HT  -        1369.130 (meters)    4491.89  (feet)  COMP
 BA0266  MODELED GRAV-     978,898.1   (mgal)                       NAVD 88
 BA0266
 BA0266  VERT ORDER  -  FIRST     CLASS II
 BA0266
 BA0266.The horizontal coordinates were scaled from a topographic map and have
 BA0266.an estimated accuracy of +/- 6 seconds.
 BA0266
 BA0266.The orthometric height was determined by differential leveling
 BA0266.and adjusted by the National Geodetic Survey in June 1991..
 BA0266
 BA0266.The geoid height was determined by GEOID03.
 BA0266
 BA0266.The dynamic height is computed by dividing the NAVD 88
 BA0266.geopotential number by the normal gravity value computed on the
 BA0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0266.degrees latitude (g = 980.6199 gals.).
 BA0266
 BA0266.The modeled gravity was interpolated from observed gravity values.
 BA0266
 BA0266;                    North         East    Units  Estimated Accuracy
 BA0266;SPC TXSC     - 4,195,530.      127,850.      MT  (+/- 180 meters Scaled)
 BA0266
 BA0266                          SUPERSEDED SURVEY CONTROL
 BA0266
 BA0266  NGVD 29 (??/??/92) 1371.079  (m)         4498.28   (f) ADJ UNCH    1 2
 BA0266
 BA0266.Superseded values are not recommended for survey control.
 BA0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0266.See file dsdata.txt to determine how the superseded data were derived.
 BA0266
 BA0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN093648(NAD 83)
 BA0266_MARKER: DB = BENCH MARK DISK
 BA0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0266_STAMPING: E 749 1943
 BA0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0266+STABILITY: SURFACE MOTION
 BA0266
 BA0266  HISTORY     - Date     Condition        Report By
 BA0266  HISTORY     - 1943     MONUMENTED       CGS
 BA0266  HISTORY     - 1958     GOOD             NGS
 BA0266
 BA0266                          STATION DESCRIPTION
 BA0266
 BA0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0266'6.8 MI NE FROM FOWLKES BROS RANCH.
 BA0266'ABOUT 6.8 MILES NORTHEAST ALONG A WINDING BLADED ROAD FROM THE FOWLKES
 BA0266'BROS. RANCH HOUSE, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, AT THE
 BA0266'CREST OF A RIDGE, ABOUT 0.5 MILE NORTHEAST OF THE CROSSING OF A POWER
 BA0266'LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 BA0266'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0405 ***********************************************************************
 CA0405  DESIGNATION -  E 75
 CA0405  PID         -  CA0405
 CA0405  STATE/COUNTY-  TX/BROWN
 CA0405  USGS QUAD   -  TRICKHAM (1978)
 CA0405
 CA0405                         *CURRENT SURVEY CONTROL
 CA0405  ___________________________________________________________________
 CA0405* NAD 83(1986)-  31 31 03.     (N)    099 07 51.     (W)     SCALED    
 CA0405* NAVD 88     -       427.102  (meters)    1401.25   (feet)  POSTED    
 CA0405  ___________________________________________________________________
 CA0405  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CA0405  DYNAMIC HT  -         426.540 (meters)    1399.41  (feet)  COMP
 CA0405  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 CA0405
 CA0405  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0405
 CA0405.The horizontal coordinates were scaled from a topographic map and have
 CA0405.an estimated accuracy of +/- 6 seconds.
 CA0405
 CA0405.The orthometric height was determined by differential leveling
 CA0405.and adjusted by the National Geodetic Survey in 1992..
 CA0405.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0405.rate of 0.0 thru 1.0 mm/km.
 CA0405
 CA0405.The geoid height was determined by GEOID03.
 CA0405
 CA0405.The dynamic height is computed by dividing the NAVD 88
 CA0405.geopotential number by the normal gravity value computed on the
 CA0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0405.degrees latitude (g = 980.6199 gals.).
 CA0405
 CA0405.The modeled gravity was interpolated from observed gravity values.
 CA0405
 CA0405;                    North         East    Units  Estimated Accuracy
 CA0405;SPC TX C     - 3,205,800.      814,210.      MT  (+/- 180 meters Scaled)
 CA0405
 CA0405                          SUPERSEDED SURVEY CONTROL
 CA0405
 CA0405  NGVD 29 (??/??/92)  426.973  (m)         1400.83   (f) ADJ UNCH    1 2
 CA0405
 CA0405.Superseded values are not recommended for survey control.
 CA0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0405.See file dsdata.txt to determine how the superseded data were derived.
 CA0405
 CA0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV875869(NAD 83)
 CA0405_MARKER: DB = BENCH MARK DISK
 CA0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0405_STAMPING: 1400.827 E 75 1931
 CA0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0405+STABILITY: SURFACE MOTION
 CA0405
 CA0405  HISTORY     - Date     Condition        Report By
 CA0405  HISTORY     - 1931     MONUMENTED       CGS
 CA0405  HISTORY     - 1963     MARK NOT FOUND   USGS
 CA0405  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0405
 CA0405                          STATION DESCRIPTION
 CA0405
 CA0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0405'2.2 MI S FROM BROOKESMITH.
 CA0405'2.2 MILES SOUTH ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY (NOW
 CA0405'PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 CA0405'BROOKESMITH, BROWN COUNTY, 18 POLES SOUTH OF MILEPOST 892, 26 FEET
 CA0405'WEST OF THE TRACK, AND 20 FEET EAST OF A ROAD PARALLELING THE TRACK. A
 CA0405'STANDARD DISK, STAMPED 1400.827 E 75 1931 AND SET IN THE TOP OF A
 CA0405'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 CA0405
 CA0405                          STATION RECOVERY (1963)
 CA0405
 CA0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CA0405'MARK NOT FOUND.
 CA0405
 CA0405                          STATION RECOVERY (1982)
 CA0405
 CA0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0215 ***********************************************************************
 BA0215  DESIGNATION -  E 750
 BA0215  PID         -  BA0215
 BA0215  STATE/COUNTY-  TX/BREWSTER
 BA0215  USGS QUAD   -  AMARILLA MOUNTAIN (1971)
 BA0215
 BA0215                         *CURRENT SURVEY CONTROL
 BA0215  ___________________________________________________________________
 BA0215* NAD 83(1986)-  29 17 43.     (N)    103 41 03.     (W)     SCALED    
 BA0215* NAVD 88     -       843.044  (meters)    2765.89   (feet)  POSTED    
 BA0215  ___________________________________________________________________
 BA0215  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 BA0215  DYNAMIC HT  -         841.680 (meters)    2761.41  (feet)  COMP
 BA0215  MODELED GRAV-     979,000.8   (mgal)                       NAVD 88
 BA0215
 BA0215  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0215
 BA0215.The horizontal coordinates were scaled from a topographic map and have
 BA0215.an estimated accuracy of +/- 6 seconds.
 BA0215
 BA0215.The orthometric height was determined by differential leveling
 BA0215.and adjusted by the National Geodetic Survey in 1992..
 BA0215.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0215.rate of 4.1 thru 8.0 mm/km.
 BA0215
 BA0215.The geoid height was determined by GEOID03.
 BA0215
 BA0215.The dynamic height is computed by dividing the NAVD 88
 BA0215.geopotential number by the normal gravity value computed on the
 BA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0215.degrees latitude (g = 980.6199 gals.).
 BA0215
 BA0215.The modeled gravity was interpolated from observed gravity values.
 BA0215
 BA0215;                    North         East    Units  Estimated Accuracy
 BA0215;SPC TXSC     - 4,171,130.      145,070.      MT  (+/- 180 meters Scaled)
 BA0215
 BA0215                          SUPERSEDED SURVEY CONTROL
 BA0215
 BA0215  NGVD 29 (??/??/92)  842.636  (m)         2764.55   (f) ADJ UNCH    1 2
 BA0215
 BA0215.Superseded values are not recommended for survey control.
 BA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0215.See file dsdata.txt to determine how the superseded data were derived.
 BA0215
 BA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN278414(NAD 83)
 BA0215_MARKER: DB = BENCH MARK DISK
 BA0215_SETTING: 66 = SET IN ROCK OUTCROP
 BA0215_SP_SET: LIMESTONE OUTCROP
 BA0215_STAMPING: E 750 1943
 BA0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0215+STABILITY: POSITION/ELEVATION WELL
 BA0215
 BA0215  HISTORY     - Date     Condition        Report By
 BA0215  HISTORY     - 1943     MONUMENTED       CGS
 BA0215  HISTORY     - 1967     GOOD             NGS
 BA0215  HISTORY     - 20010331 GOOD             NGS
 BA0215
 BA0215                          STATION DESCRIPTION
 BA0215
 BA0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0215'6.45 MI W FROM TERLINGUA.
 BA0215'ABOUT 0.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BA0215'TERLINGUA, THENCE 6.15 MILES SOUTHWEST ALONG FARM ROAD 170, IN THE TOP
 BA0215'OF A LIMESTONE OUTCROP FLUSH WITH THE GROUND, 58 PACES NORTHEAST OF
 BA0215'THE JUNCTION OF THE NEW ROAD AND OLD ROAD, ON THE SLOPE OF A HILL, 41
 BA0215'FEET SOUTHEAST OF THE OLD ROAD BED, NEAR A CAIRN, AND ABOUT 5 FEET
 BA0215'BELOW THE LEVEL OF THE ROAD.
 BA0215
 BA0215                          STATION RECOVERY (2001)
 BA0215
 BA0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0215'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0059 ***********************************************************************
 AW0059  DESIGNATION -  E 751
 AW0059  PID         -  AW0059
 AW0059  STATE/COUNTY-  TX/BRAZORIA
 AW0059  USGS QUAD   -  OYSTER CREEK (1974)
 AW0059
 AW0059                         *CURRENT SURVEY CONTROL
 AW0059  ___________________________________________________________________
 AW0059* NAD 83(1986)-  29 00 42.     (N)    095 19 44.     (W)     SCALED    
 AW0059* NAVD 88     -         2.31   (+/-2cm)       7.6    (feet)  VERTCON   
 AW0059  ___________________________________________________________________
 AW0059  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AW0059
 AW0059  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0059
 AW0059.The horizontal coordinates were scaled from a topographic map and have
 AW0059.an estimated accuracy of +/- 6 seconds.
 AW0059
 AW0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0059.The vertical order pertains to the NGVD 29 superseded value.
 AW0059
 AW0059.The geoid height was determined by GEOID03.
 AW0059
 AW0059;                    North         East    Units  Estimated Accuracy
 AW0059;SPC TXSC     - 4,136,200.      957,570.      MT  (+/- 180 meters Scaled)
 AW0059
 AW0059                          SUPERSEDED SURVEY CONTROL
 AW0059
 AW0059  NGVD 29 (??/??/92)    2.328  (m)            7.64   (f) ADJ UNCH    1 1
 AW0059
 AW0059.Superseded values are not recommended for survey control.
 AW0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0059.See file dsdata.txt to determine how the superseded data were derived.
 AW0059
 AW0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN731115(NAD 83)
 AW0059_MARKER: DB = BENCH MARK DISK
 AW0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0059_STAMPING: E 751 1942
 AW0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0059+STABILITY: SURFACE MOTION
 AW0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0059+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AW0059
 AW0059  HISTORY     - Date     Condition        Report By
 AW0059  HISTORY     - 1942     MONUMENTED       CGS
 AW0059  HISTORY     - 1973     GOOD             NGS
 AW0059  HISTORY     - 1978     GOOD             NGS
 AW0059  HISTORY     - 1990     GOOD             USPSQD
 AW0059  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0059  HISTORY     - 20041106 GOOD             USPSQD
 AW0059
 AW0059                          STATION DESCRIPTION
 AW0059
 AW0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0059'4.05 MI NE FROM FREEPORT.
 AW0059'4.05 MILE NORTHEAST ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH
 AW0059'GULF BOULEVARD AT FREEPORT, 0.95 MILE NORTH OF BENCH MARK D 751, 0.55
 AW0059'MILE NORTH OF THE JUNCTION OF COUNTY ROAD 805, 95 FEET SOUTH-SOUTHWEST
 AW0059'OF THE SOUTHWEST CORNER OF A CONCRETE BRIDGE OVER OYSTER CREEK, 75
 AW0059'FEET WEST OF THE CENTER LINE OF THE ROAD, 20 1/2 FEET SOUTH OF THE
 AW0059'CENTER LINE OF A DRIVEWAY, 47 FEET NORTH OF THE CENTER LINE OF A
 AW0059'DRIVEWAY, 7 1/2 FEET SOUTHEAST OF TELEPHONE POLE 380, 15 FEET WEST OF
 AW0059'THE EAST END OF A BOARD FENCE, 6.5 FEET WEST OF A 1 1/2-INCH IRON PIPE
 AW0059'PROJECTING ABOUT 2 1/2 FEET ABOVE THE GROUND, 2.0 FEET NORTH OF A
 AW0059'FENCE, 1.6 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN
 AW0059'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AW0059'ABOVE THE GROUND.
 AW0059
 AW0059                          STATION RECOVERY (1978)
 AW0059
 AW0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0059'RECOVERED IN GOOD CONDITION.
 AW0059
 AW0059                          STATION RECOVERY (1990)
 AW0059
 AW0059'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0059'RECOVERED IN GOOD CONDITION.
 AW0059
 AW0059                          STATION RECOVERY (2003)
 AW0059
 AW0059'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 AW0059'MARK NOT FOUND.
 AW0059
 AW0059                          STATION RECOVERY (2004)
 AW0059
 AW0059'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0006 ***********************************************************************
 AW0006  DESIGNATION -  E 752
 AW0006  PID         -  AW0006
 AW0006  STATE/COUNTY-  TX/BRAZORIA
 AW0006  USGS QUAD   -  MUSTANG BAYOU (1974)
 AW0006
 AW0006                         *CURRENT SURVEY CONTROL
 AW0006  ___________________________________________________________________
 AW0006* NAD 83(1986)-  29 15 58.     (N)    095 14 55.     (W)     SCALED    
 AW0006* NAVD 88     -         5.26   (+/-2cm)      17.3    (feet)  VERTCON   
 AW0006  ___________________________________________________________________
 AW0006  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW0006
 AW0006  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0006
 AW0006.The horizontal coordinates were scaled from a topographic map and have
 AW0006.an estimated accuracy of +/- 6 seconds.
 AW0006
 AW0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0006.The vertical order pertains to the NGVD 29 superseded value.
 AW0006
 AW0006.The geoid height was determined by GEOID03.
 AW0006
 AW0006;                    North         East    Units  Estimated Accuracy
 AW0006;SPC TXSC     - 4,164,640.      964,480.      MT  (+/- 180 meters Scaled)
 AW0006
 AW0006                          SUPERSEDED SURVEY CONTROL
 AW0006
 AW0006  NGVD 29 (??/??/92)    5.263  (m)           17.27   (f) ADJ UNCH    1 1
 AW0006
 AW0006.Superseded values are not recommended for survey control.
 AW0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0006.See file dsdata.txt to determine how the superseded data were derived.
 AW0006
 AW0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN815395(NAD 83)
 AW0006_MARKER: DB = BENCH MARK DISK
 AW0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0006_STAMPING: E 752 1942
 AW0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0006+STABILITY: SURFACE MOTION
 AW0006
 AW0006  HISTORY     - Date     Condition        Report By
 AW0006  HISTORY     - 1942     MONUMENTED       CGS
 AW0006  HISTORY     - 1950     GOOD             NGS
 AW0006  HISTORY     - 1971     GOOD             NGS
 AW0006  HISTORY     - 1978     GOOD             NGS
 AW0006
 AW0006                          STATION DESCRIPTION
 AW0006
 AW0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AW0006'2.7 MI SE FROM LIVERPOOL.
 AW0006'2.7 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AW0006'LIVERPOOL, 66 FEET NORTHEAST OF A T FENCE CORNER, 33 FEET NORTHEAST OF
 AW0006'THE CENTER LINE OF THE SHELL ROAD, 10 FEET EAST OF THE EAST CORNER OF
 AW0006'A WOODEN BRIDGE ACROSS A ROAD DITCH, 6 FEET SOUTHEAST OF A GATE POST,
 AW0006'1 FOOT SOUTHWEST OF A FENCE, 1.2 FEET SOUTHEAST OF A WITNESS POST, SET
 AW0006'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 AW0006'GROUND.
 AW0006
 AW0006                          STATION RECOVERY (1971)
 AW0006
 AW0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0006'RECOVERED IN GOOD CONDITION.
 AW0006
 AW0006                          STATION RECOVERY (1978)
 AW0006
 AW0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0490 ***********************************************************************
 AW0490  DESIGNATION -  E 753 RESET
 AW0490  PID         -  AW0490
 AW0490  STATE/COUNTY-  TX/GALVESTON
 AW0490  USGS QUAD   -  DICKINSON (1997)
 AW0490
 AW0490                         *CURRENT SURVEY CONTROL
 AW0490  ___________________________________________________________________
 AW0490* NAD 83(1986)-  29 23 23.     (N)    095 05 31.     (W)     SCALED    
 AW0490* NAVD 88     -         7.878  (meters)      25.85   (feet)  ADJUSTED  
 AW0490  ___________________________________________________________________
 AW0490  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW0490  DYNAMIC HT  -           7.867 (meters)      25.81  (feet)  COMP
 AW0490  MODELED GRAV-     979,266.2   (mgal)                       NAVD 88
 AW0490
 AW0490  VERT ORDER  -  FIRST     CLASS I
 AW0490
 AW0490.The horizontal coordinates were scaled from a topographic map and have
 AW0490.an estimated accuracy of +/- 6 seconds.
 AW0490
 AW0490.The orthometric height was determined by differential leveling
 AW0490.and adjusted by the National Geodetic Survey in June 1991..
 AW0490
 AW0490.The geoid height was determined by GEOID03.
 AW0490
 AW0490.The dynamic height is computed by dividing the NAVD 88
 AW0490.geopotential number by the normal gravity value computed on the
 AW0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0490.degrees latitude (g = 980.6199 gals.).
 AW0490
 AW0490.The modeled gravity was interpolated from observed gravity values.
 AW0490
 AW0490;                    North         East    Units  Estimated Accuracy
 AW0490;SPC TXSC     - 4,178,830.      979,240.      MT  (+/- 180 meters Scaled)
 AW0490
 AW0490                          SUPERSEDED SURVEY CONTROL
 AW0490
 AW0490  NGVD 29 (12/23/87)    7.875  (m)           25.84   (f) ADJUSTED    1 1
 AW0490
 AW0490.Superseded values are not recommended for survey control.
 AW0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0490.See file dsdata.txt to determine how the superseded data were derived.
 AW0490
 AW0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN969529(NAD 83)
 AW0490_MARKER: DB = BENCH MARK DISK
 AW0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0490_SP_SET: CONCRETE POST
 AW0490_STAMPING: E 753 RESET 1951
 AW0490_MARK LOGO: CGS   
 AW0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0490+STABILITY: SURFACE MOTION
 AW0490
 AW0490  HISTORY     - Date     Condition        Report By
 AW0490  HISTORY     - 1951     MONUMENTED       CGS
 AW0490  HISTORY     - 1973     GOOD             NGS
 AW0490  HISTORY     - 1978     GOOD             NGS
 AW0490  HISTORY     - 1987     GOOD             USPSQD
 AW0490  HISTORY     - 1987     GOOD             USPSQD
 AW0490  HISTORY     - 1987     GOOD             USPSQD
 AW0490  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0490  HISTORY     - 1987     GOOD             USPSQD
 AW0490  HISTORY     - 1987     GOOD             USPSQD
 AW0490  HISTORY     - 1987     GOOD             NGS
 AW0490  HISTORY     - 1988     GOOD             USPSQD
 AW0490  HISTORY     - 1988     GOOD             USPSQD
 AW0490  HISTORY     - 1988     GOOD             USPSQD
 AW0490  HISTORY     - 1988     GOOD             USPSQD
 AW0490  HISTORY     - 1988     GOOD             USPSQD
 AW0490  HISTORY     - 1988     GOOD             USPSQD
 AW0490  HISTORY     - 1988     GOOD             USPSQD
 AW0490  HISTORY     - 1989     GOOD             USPSQD
 AW0490  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0490  HISTORY     - 19940326 GOOD             USPSQD
 AW0490  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 AW0490  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW0490
 AW0490                          STATION DESCRIPTION
 AW0490
 AW0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0490'1.2 MI N FROM ALTA LOMA.
 AW0490'1.2 MILES NORTH ALONG FARM ROAD 646 FROM THE JUNCTION OF STATE HIGHWAY
 AW0490'6 AT ALTA LOMA, ABOUT 500 FEET SOUTH OF THE INTERSECTION OF FARM ROAD
 AW0490'1764, 0.05 MILE NORTH AND ACROSS THE ROAD FROM A TWO STORY BUILDING,
 AW0490'62 FEET EAST OF THE CENTER LINE OF THE ROAD, 157 FEET SOUTH OF THE
 AW0490'CENTER OF THE EAST END OF THE SOUTH ONE OF 2 36-INCH PIPE CULVERTS, 44
 AW0490'FEET NORTH-NORTHEAST OF POWER POLE 29009-3629, 8 1/2 FEET NORTHWEST OF
 AW0490'A 2-FOOT OAK TREE, 0.8 FOOT SOUTH OF A WITNESS POST, ABOUT 1 FOOT
 AW0490'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW0490'THE GROUND.
 AW0490
 AW0490                          STATION RECOVERY (1978)
 AW0490
 AW0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1987)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1987)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1987)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1987)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0490'MARK NOT FOUND.
 AW0490
 AW0490                          STATION RECOVERY (1987)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1987)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1987)
 AW0490
 AW0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0490'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW0490'THE TOWN ALTA LOMA IS NOW CALLED SANTA FE.
 AW0490
 AW0490                          STATION RECOVERY (1988)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1988)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1988)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1988)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1988)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1988)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1988)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1989)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (1990)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0490'MARK NOT FOUND.
 AW0490
 AW0490                          STATION RECOVERY (1994)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0490'RECOVERED IN GOOD CONDITION.
 AW0490
 AW0490                          STATION RECOVERY (2003)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0490'MARK NOT FOUND.
 AW0490
 AW0490                          STATION RECOVERY (2004)
 AW0490
 AW0490'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0245 ***********************************************************************
 AW0245  DESIGNATION -  E 754
 AW0245  PID         -  AW0245
 AW0245  STATE/COUNTY-  TX/HARRIS
 AW0245  USGS QUAD   -  SETTEGAST (1995)
 AW0245
 AW0245                         *CURRENT SURVEY CONTROL
 AW0245  ___________________________________________________________________
 AW0245* NAD 83(1986)-  29 51 29.     (N)    095 21 41.     (W)     SCALED    
 AW0245* NAVD 88     -        21.08   (+/-2cm)      69.2    (feet)  VERTCON   
 AW0245  ___________________________________________________________________
 AW0245  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW0245
 AW0245  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0245
 AW0245.The horizontal coordinates were scaled from a topographic map and have
 AW0245.an estimated accuracy of +/- 6 seconds.
 AW0245
 AW0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0245.The vertical order pertains to the NGVD 29 superseded value.
 AW0245
 AW0245.The geoid height was determined by GEOID03.
 AW0245
 AW0245;                    North         East    Units  Estimated Accuracy
 AW0245;SPC TXSC     - 4,229,860.      951,480.      MT  (+/- 180 meters Scaled)
 AW0245
 AW0245                          SUPERSEDED SURVEY CONTROL
 AW0245
 AW0245  NGVD 29 (??/??/92)   21.075  (m)           69.14   (f) ADJ UNCH    1 1
 AW0245
 AW0245.Superseded values are not recommended for survey control.
 AW0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0245.See file dsdata.txt to determine how the superseded data were derived.
 AW0245
 AW0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP718053(NAD 83)
 AW0245_MARKER: DB = BENCH MARK DISK
 AW0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0245_STAMPING: E 754 1942
 AW0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0245+STABILITY: SURFACE MOTION
 AW0245
 AW0245  HISTORY     - Date     Condition        Report By
 AW0245  HISTORY     - 1942     MONUMENTED       CGS
 AW0245  HISTORY     - 1972     GOOD             NGS
 AW0245  HISTORY     - 1976     MARK NOT FOUND   NGS
 AW0245  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0245  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0245  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 AW0245
 AW0245                          STATION DESCRIPTION
 AW0245
 AW0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0245'7.05 MI N FROM HOUSTON.
 AW0245'ABOUT 2.8 MILES NORTHEAST AND NORTH ALONG THE SOUTHERN PACIFIC
 AW0245'RAILROAD FROM THE SOUTHERN PACIFIC RAILROAD STATION, THENCE 4.25 MILES
 AW0245'NORTH ALONG THE MISSOURI-PACIFIC RAILROAD AT THE WELLINGTON ST.
 AW0245'JUNCTION, 98 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF WELLINGTON
 AW0245'ST., 45.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 32 FEET SOUTHWEST OF
 AW0245'THE CENTER LINE OF E. HARDY ST., 19 1/2 FEET EAST OF A TELEPHONE POLE,
 AW0245'0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE
 AW0245'LEVEL OF THE RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 AW0245'FOOT.
 AW0245
 AW0245                          STATION RECOVERY (1976)
 AW0245
 AW0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0245'MARK NOT FOUND.
 AW0245
 AW0245                          STATION RECOVERY (1978)
 AW0245
 AW0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0245'NOT RECOVERED.
 AW0245
 AW0245                          STATION RECOVERY (1978)
 AW0245
 AW0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0245'NOT RECOVERED.
 AW0245
 AW0245                          STATION RECOVERY (2004)
 AW0245
 AW0245'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4329 ***********************************************************************
 AW4329  DESIGNATION -  E 756
 AW4329  PID         -  AW4329
 AW4329  STATE/COUNTY-  TX/MATAGORDA
 AW4329  USGS QUAD   -  ASHWOOD (1980)
 AW4329
 AW4329                         *CURRENT SURVEY CONTROL
 AW4329  ___________________________________________________________________
 AW4329* NAD 83(1993)-  29 04 06.44228(N)    095 48 11.33772(W)     ADJUSTED  
 AW4329* NAVD 88     -        11.63   (+/-2cm)      38.2    (feet)  VERTCON   
 AW4329  ___________________________________________________________________
 AW4329  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AW4329  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW4329
 AW4329  HORZ ORDER  -  SECOND
 AW4329  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4329
 AW4329.The horizontal coordinates were established by classical geodetic methods
 AW4329.and adjusted by the National Geodetic Survey in February 1996..
 AW4329
 AW4329.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4329.The vertical order pertains to the NGVD 29 superseded value.
 AW4329
 AW4329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4329
 AW4329.The geoid height was determined by GEOID03.
 AW4329
 AW4329;                    North         East     Units Scale Factor Converg.
 AW4329;SPC TXSC     - 4,141,138.525   911,214.185   MT  0.99987399   +1 33 58.2
 AW4329;SPC TXSC     -13,586,385.31  2,989,541.87   sFT  0.99987399   +1 33 58.2
 AW4329;UTM  15      - 3,218,815.140   227,095.644   MT  1.00051915   -1 21 46.0
 AW4329
 AW4329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4329!SPC TXSC     -   1.00000239  x   0.99987399  =   0.99987638
 AW4329!UTM  15      -   1.00000239  x   1.00051915  =   1.00052154
 AW4329
 AW4329                          SUPERSEDED SURVEY CONTROL
 AW4329
 AW4329  NAD 83(1986)-  29 04 06.45245(N)    095 48 11.32007(W) AD(       ) 2
 AW4329  NAD 27      -  29 04 05.54800(N)    095 48 10.49000(W) AD(       ) 2
 AW4329  NGVD 29 (??/??/92)   11.652  (m)           38.23   (f) ADJ UNCH    2 0
 AW4329
 AW4329.Superseded values are not recommended for survey control.
 AW4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4329.See file dsdata.txt to determine how the superseded data were derived.
 AW4329
 AW4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2709618815(NAD 83)
 AW4329_MARKER: DB = BENCH MARK DISK
 AW4329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4329_STAMPING: E 756
 AW4329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4329+STABILITY: SURFACE MOTION
 AW4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4329+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4329
 AW4329  HISTORY     - Date     Condition        Report By
 AW4329  HISTORY     - 1952     MONUMENTED       CGS
 AW4329  HISTORY     - 1943     GOOD             NGS
 AW4329  HISTORY     - 1953     GOOD             NGS
 AW4329  HISTORY     - 19981115 GOOD             USPSQD
 AW4329  HISTORY     - 20041118 GOOD             USPSQD
 AW4329
 AW4329                          STATION DESCRIPTION
 AW4329
 AW4329'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AW4329'BENCH MARK E 756 IS A
 AW4329'STANDARD BENCH MARK DISK SET IN A 6 INCH SQUARE CONCRETE
 AW4329'POST PROJECTING 8 INCHES AND THE DISK IS STAMPED E 756 1943.
 AW4329'IT IS 62.5 FEET NORTH OF THE CENTER OF STATE ROUTE NO. 35
 AW4329'AND 5.0 FEET WEST OF A HIGHLINE TRANSFORMER POLE.
 AW4329'
 AW4329'TO REACH THE STATION FROM THE POST OFFICE JUST WEST OF THE
 AW4329'JUNCTION OF STATE ROUTE NO. 35 AND FARM ROAD NO. 524 IN
 AW4329'OLD OCEAN, GO WEST ON STATE ROUTE NO. 35 FOR 3.0 MILES TO A
 AW4329'FARM HOUSE ON THE RIGHT.
 AW4329'CONTINUE WEST ON STATE ROUTE NO. 35 FOR 0.25
 AW4329'MILE TO A FRAME BUILDING ON THE LEFT AND THE STATION IN YARD
 AW4329'LOT AS DESCRIBED.
 AW4329
 AW4329                          STATION RECOVERY (1943)
 AW4329
 AW4329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW4329'11.3 MI SW FROM WEST COLUMBIA.
 AW4329'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4329'SOUTHWESTERLY 11.3 MILES ALONG STATE HIGHWAY NO. 35 TO THE
 AW4329'INTERSECTION OF A DIRT ROAD LEADING SOUTHERLY TOWARDS HASIMA, AND SITE
 AW4329'OF BENCH MARK.  BENCH MARK IS ABOUT 0.9 MILE SOUTHWEST OF THE
 AW4329'BRAZORIA-MATAGORDA COUNTY LINE.  IT IS 61.0 FEET NORTHWEST OF THE
 AW4329'CENTER OF THE INTERSECTION OF THE DIRT ROAD LEADING SOUTHERLY, 58.0
 AW4329'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE (LIQUOR STORE), 12.0
 AW4329'FEET NORTHWEST OF THE WEST END OF A WOODEN BRIDGE AT A DRIVEWAY, 5.0
 AW4329'FEET WEST OF A POWER LINE POLE WITH TRANSFORMER (R.E.A. POLE NO. 70)
 AW4329'AND 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST.  MONUMENT
 AW4329'PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4329
 AW4329                          STATION RECOVERY (1953)
 AW4329
 AW4329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW4329'RECOVERED IN GOOD CONDITION.
 AW4329
 AW4329                          STATION RECOVERY (1998)
 AW4329
 AW4329'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4329'RECOVERED IN GOOD CONDITION.
 AW4329
 AW4329                          STATION RECOVERY (2004)
 AW4329
 AW4329'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4370 ***********************************************************************
 AW4370  DESIGNATION -  E 757
 AW4370  PID         -  AW4370
 AW4370  STATE/COUNTY-  TX/BRAZORIA
 AW4370  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4370
 AW4370                         *CURRENT SURVEY CONTROL
 AW4370  ___________________________________________________________________
 AW4370* NAD 83(1986)-  29 10 12.     (N)    095 30 09.     (W)     SCALED    
 AW4370* NAVD 88     -         9.81   (+/-2cm)      32.2    (feet)  VERTCON   
 AW4370  ___________________________________________________________________
 AW4370  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW4370
 AW4370  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4370
 AW4370.The horizontal coordinates were scaled from a topographic map and have
 AW4370.an estimated accuracy of +/- 6 seconds.
 AW4370
 AW4370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4370.The vertical order pertains to the NGVD 29 superseded value.
 AW4370
 AW4370.The geoid height was determined by GEOID03.
 AW4370
 AW4370;                    North         East    Units  Estimated Accuracy
 AW4370;SPC TXSC     - 4,153,230.      940,140.      MT  (+/- 180 meters Scaled)
 AW4370
 AW4370                          SUPERSEDED SURVEY CONTROL
 AW4370
 AW4370  NGVD 29 (??/??/92)    9.82   (m)           32.2    (f) COMPUTED    2 0
 AW4370
 AW4370.Superseded values are not recommended for survey control.
 AW4370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4370.See file dsdata.txt to determine how the superseded data were derived.
 AW4370
 AW4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN566294(NAD 83)
 AW4370_MARKER: DB = BENCH MARK DISK
 AW4370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4370_STAMPING: E 757 1943
 AW4370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4370+STABILITY: SURFACE MOTION
 AW4370
 AW4370  HISTORY     - Date     Condition        Report By
 AW4370  HISTORY     - 1943     MONUMENTED       CGS
 AW4370  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AW4370
 AW4370                          STATION DESCRIPTION
 AW4370
 AW4370'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4370'3.4 MI SW FROM ANCHOR.
 AW4370'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ANCHOR. PROCEED
 AW4370'SOUTHWESTERLY 2.5 MILES ALONG RAILROAD TO A T INTERSECTION OF A DIRT
 AW4370'ROAD, THENCE SOUTHERLY ALONG DIRT ROAD 0.9 MILE TO SITE OF BENCH MARK.
 AW4370'BENCH MARK IS ABOUT 0.2 MILE SOUTH OF A TWO-STORY FRAME HOUSE ON EAST
 AW4370'SIDE OF ROAD, 75.0 FEET EAST OF THE EAST EDGE OF A LARGE SWAMP, 26.0
 AW4370'FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 3.0
 AW4370'FEET WEST OF THE RIGHT-OF-WAY FENCE AND 3.0 FEET SOUTH OF A 4 BY 4
 AW4370'INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT, AND SET IN A
 AW4370'CONCRETE POST.
 AW4370
 AW4370                          STATION RECOVERY (1998)
 AW4370
 AW4370'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4302 ***********************************************************************
 AW4302  DESIGNATION -  E 758 RESET 1959
 AW4302  PID         -  AW4302
 AW4302  STATE/COUNTY-  TX/WHARTON
 AW4302  USGS QUAD   -  PLEDGER (1980)
 AW4302
 AW4302                         *CURRENT SURVEY CONTROL
 AW4302  ___________________________________________________________________
 AW4302* NAD 83(1986)-  29 12 15.     (N)    095 54 47.     (W)     SCALED    
 AW4302* NAVD 88     -        20.45   (+/-2cm)      67.1    (feet)  VERTCON   
 AW4302  ___________________________________________________________________
 AW4302  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW4302
 AW4302  VERT ORDER  -  THIRD (See Below)
 AW4302
 AW4302.The horizontal coordinates were scaled from a topographic map and have
 AW4302.an estimated accuracy of +/- 6 seconds.
 AW4302
 AW4302.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4302.The vertical order pertains to the NGVD 29 superseded value.
 AW4302
 AW4302.The geoid height was determined by GEOID03.
 AW4302
 AW4302;                    North         East    Units  Estimated Accuracy
 AW4302;SPC TXSC     - 4,155,890.      900,120.      MT  (+/- 180 meters Scaled)
 AW4302
 AW4302                          SUPERSEDED SURVEY CONTROL
 AW4302
 AW4302  NGVD 29 (01/29/03)   20.46   (m)           67.1    (f) RESET       3  
 AW4302
 AW4302.Superseded values are not recommended for survey control.
 AW4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4302.See file dsdata.txt to determine how the superseded data were derived.
 AW4302
 AW4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN167341(NAD 83)
 AW4302_MARKER: DB = BENCH MARK DISK
 AW4302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4302_SP_SET: CULVERT
 AW4302_STAMPING: E 758 RESET 1959
 AW4302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4302
 AW4302  HISTORY     - Date     Condition        Report By
 AW4302  HISTORY     - 1959     MONUMENTED       CGS
 AW4302
 AW4302                          STATION DESCRIPTION
 AW4302
 AW4302'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW4302'1.7 MI N FROM PLEDGER.
 AW4302'ABOUT 1.7 MILES NORTH ALONG THE S.P.R.R. AND FM ROAD 1301 FROM THE
 AW4302'GRAMMER SCHOOL IN PLEDGE, 30 FEET WEST OF THE CENTERLINE OF THE
 AW4302'TRACKS, 11 FEET NORTHEAST OF A SECTION OF RAILROAD RAIL SET AS A
 AW4302'RIGHT-OF-WAY LINE POST, 15 FEET SOUTHEAST OF A TELEGRAPH POLE, AND
 AW4302'ABOUT 45 YARDS SOUTHEAST OF A CONCRETE CULVERT UNDER THE HIGHWAY.  A
 AW4302'STANDARD DISK STAMPED E 758 RESET 1959 IN A CONCRETE POST WHICH
 AW4302'PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4200 ***********************************************************************
 AW4200  DESIGNATION -  E 759
 AW4200  PID         -  AW4200
 AW4200  STATE/COUNTY-  TX/WHARTON
 AW4200  USGS QUAD   -  PLEDGER (1980)
 AW4200
 AW4200                         *CURRENT SURVEY CONTROL
 AW4200  ___________________________________________________________________
 AW4200* NAD 83(1986)-  29 10 50.     (N)    095 59 32.     (W)     SCALED    
 AW4200* NAVD 88     -        23.73   (+/-2cm)      77.9    (feet)  VERTCON   
 AW4200  ___________________________________________________________________
 AW4200  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW4200
 AW4200  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4200
 AW4200.The horizontal coordinates were scaled from a topographic map and have
 AW4200.an estimated accuracy of +/- 6 seconds.
 AW4200
 AW4200.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4200.The vertical order pertains to the NGVD 29 superseded value.
 AW4200
 AW4200.The geoid height was determined by GEOID03.
 AW4200
 AW4200;                    North         East    Units  Estimated Accuracy
 AW4200;SPC TXSC     - 4,153,070.      892,490.      MT  (+/- 180 meters Scaled)
 AW4200
 AW4200                          SUPERSEDED SURVEY CONTROL
 AW4200
 AW4200  NGVD 29 (??/??/92)   23.75   (m)           77.9    (f) COMPUTED    2 0
 AW4200
 AW4200.Superseded values are not recommended for survey control.
 AW4200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4200.See file dsdata.txt to determine how the superseded data were derived.
 AW4200
 AW4200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN089316(NAD 83)
 AW4200_MARKER: DB = BENCH MARK DISK
 AW4200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4200_STAMPING: E 759 1943
 AW4200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4200+STABILITY: SURFACE MOTION
 AW4200
 AW4200  HISTORY     - Date     Condition        Report By
 AW4200  HISTORY     - 1943     MONUMENTED       CGS
 AW4200
 AW4200                          STATION DESCRIPTION
 AW4200
 AW4200'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4200'1.0 MI NE FROM CANE JUNCTION.
 AW4200'TO REACH FROM CANE JUNCTION ON THE SANTA FE RAILROAD.  PROCEED
 AW4200'NORTHEASTERLY 1.0 MILE ALONG RAILROAD TO MILE POST NO. 1 AND SITE OF
 AW4200'BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE NORTHEAST OF A Y RAILROAD
 AW4200'JUNCTION AND SWITCH, ABOUT 0.1 MILE NORTHEAST OF AN ABANDONED ROAD
 AW4200'CROSSING, 70.0 FEET SOUTH OF A SIGN POST RAILROAD JUNCTION ONE MILE
 AW4200'13.0 FEET SOUTH OF MILE POST NO. 1, 9.0 FEET SOUTHWEST OF A RAIL
 AW4200'DRIVEN VERTICALLY IN GROUND, 3.0 FEET NORTHEAST OF A 4 BY 4 INCH
 AW4200'WOODEN MARKER POST AND 1.0 FOOT NORTHWEST OF RIGHT-OF-WAY FENCE.
 AW4200'MONUMENT PROJECTS 0.6 FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0599 ***********************************************************************
 CA0599  DESIGNATION -  E 76
 CA0599  PID         -  CA0599
 CA0599  STATE/COUNTY-  TX/MCCULLOCH
 CA0599  USGS QUAD   -  MELVIN (1960)
 CA0599
 CA0599                         *CURRENT SURVEY CONTROL
 CA0599  ___________________________________________________________________
 CA0599* NAD 83(1986)-  31 08 26.     (N)    099 34 46.     (W)     SCALED    
 CA0599* NAVD 88     -       561.538  (meters)    1842.31   (feet)  POSTED    
 CA0599  ___________________________________________________________________
 CA0599  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CA0599  DYNAMIC HT  -         560.780 (meters)    1839.83  (feet)  COMP
 CA0599  MODELED GRAV-     979,267.4   (mgal)                       NAVD 88
 CA0599
 CA0599  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0599
 CA0599.The horizontal coordinates were scaled from a topographic map and have
 CA0599.an estimated accuracy of +/- 6 seconds.
 CA0599
 CA0599.The orthometric height was determined by differential leveling
 CA0599.and adjusted by the National Geodetic Survey in 1992..
 CA0599.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0599.rate of 0.0 thru 1.0 mm/km.
 CA0599
 CA0599.The geoid height was determined by GEOID03.
 CA0599
 CA0599.The dynamic height is computed by dividing the NAVD 88
 CA0599.geopotential number by the normal gravity value computed on the
 CA0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0599.degrees latitude (g = 980.6199 gals.).
 CA0599
 CA0599.The modeled gravity was interpolated from observed gravity values.
 CA0599
 CA0599;                    North         East    Units  Estimated Accuracy
 CA0599;SPC TX C     - 3,163,630.      771,890.      MT  (+/- 180 meters Scaled)
 CA0599
 CA0599                          SUPERSEDED SURVEY CONTROL
 CA0599
 CA0599  NGVD 29 (??/??/92)  561.467  (m)         1842.08   (f) ADJ UNCH    1 2
 CA0599
 CA0599.Superseded values are not recommended for survey control.
 CA0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0599.See file dsdata.txt to determine how the superseded data were derived.
 CA0599
 CA0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV447453(NAD 83)
 CA0599_MARKER: DB = BENCH MARK DISK
 CA0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0599_STAMPING: 1842.080 E 76 1931
 CA0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0599+STABILITY: SURFACE MOTION
 CA0599
 CA0599  HISTORY     - Date     Condition        Report By
 CA0599  HISTORY     - 1931     MONUMENTED       CGS
 CA0599  HISTORY     - 1960     GOOD             NGS
 CA0599
 CA0599                          STATION DESCRIPTION
 CA0599
 CA0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CA0599'5.0 MI SW FROM WHITELAND.
 CA0599'5.0 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTE FE RAILWAY FROM
 CA0599'WHITELAND, MCCULLOCH COUNTY, AT MARCO, 600 FEET NORTHEAST FROM OLD
 CA0599'GRAIN ELEVATOR-- 45 FEET NORTH OF TRACK, 15 FEET SOUTH OF COUNTY ROAD
 CA0599'PARALLELING THE TRACK.  IN CONCRETE POST PROJECTING FIVE INCHES ABOVE
 CA0599'GROUND.  A STANDARD TABLET STAMPED 1842.080 E 76 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3290 ***********************************************************************
 AW3290  DESIGNATION -  E 760
 AW3290  PID         -  AW3290
 AW3290  STATE/COUNTY-  TX/HARRIS
 AW3290  USGS QUAD   -  SETTEGAST (1995)
 AW3290
 AW3290                         *CURRENT SURVEY CONTROL
 AW3290  ___________________________________________________________________
 AW3290* NAD 83(1986)-  29 46 31.     (N)    095 22 05.     (W)     SCALED    
 AW3290* NAVD 88     -         9.87   (+/-2cm)      32.4    (feet)  VERTCON   
 AW3290  ___________________________________________________________________
 AW3290  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW3290
 AW3290  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3290
 AW3290.The horizontal coordinates were scaled from a topographic map and have
 AW3290.an estimated accuracy of +/- 6 seconds.
 AW3290
 AW3290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3290.The vertical order pertains to the NGVD 29 superseded value.
 AW3290
 AW3290.The geoid height was determined by GEOID03.
 AW3290
 AW3290;                    North         East    Units  Estimated Accuracy
 AW3290;SPC TXSC     - 4,220,670.      951,130.      MT  (+/- 180 meters Scaled)
 AW3290
 AW3290                          SUPERSEDED SURVEY CONTROL
 AW3290
 AW3290  NGVD 29 (??/??/92)    9.868  (m)           32.38   (f) ADJ UNCH    1 2
 AW3290
 AW3290.Superseded values are not recommended for survey control.
 AW3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3290.See file dsdata.txt to determine how the superseded data were derived.
 AW3290
 AW3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN710962(NAD 83)
 AW3290_MARKER: DB = BENCH MARK DISK
 AW3290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3290_SP_SET: CONCRETE BASE
 AW3290_STAMPING: E 760 1942
 AW3290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3290
 AW3290  HISTORY     - Date     Condition        Report By
 AW3290  HISTORY     - 1942     MONUMENTED       CGS
 AW3290  HISTORY     - 1963     GOOD             NGS
 AW3290  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3290  HISTORY     - 20040619 MARK NOT FOUND   USPSQD
 AW3290
 AW3290                          STATION DESCRIPTION
 AW3290
 AW3290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3290'0.9 MI NW FROM HOUSTON.
 AW3290'ABOUT 0.9 MILE NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW3290'SWITCH TOWER 108 AT HOUSTON, 0.2 MILE EAST OF MILEPOST 1083, ABOUT
 AW3290'MIDWAY BETWEEN 2 OVERPASSES ON WHITE OAK DRIVE, 20 FEET WEST OF THE
 AW3290'CENTER LINE OF THE NOW ABANDONED WHITE OAK DRIVE, 52 FEET NORTHWEST OF
 AW3290'THE CENTER OF THE OLD CROSSING OF WHITE OAK DRIVE, 11 1/2 FEET NORTH
 AW3290'OF THE NORTH RAIL, SET IN THE TOP OF THE SOUTH SIDE OF AN ABANDONED
 AW3290'CONCRETE BASE FOR A CROSSING SIGNAL, 17 1/2 FEET SOUTHEAST OF A
 AW3290'TELEPHONE POLE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 AW3290'WITH THE TRACK, AND FLUSH WITH THE GROUND.
 AW3290
 AW3290                          STATION RECOVERY (1973)
 AW3290
 AW3290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3290'MARK NOT FOUND.
 AW3290
 AW3290                          STATION RECOVERY (2004)
 AW3290
 AW3290'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0074 ***********************************************************************
 AN0074  DESIGNATION -  E 762
 AN0074  PID         -  AN0074
 AN0074  STATE/COUNTY-  TX/JACKSON
 AN0074  USGS QUAD   -  FRANCITAS NW (1995)
 AN0074
 AN0074                         *CURRENT SURVEY CONTROL
 AN0074  ___________________________________________________________________
 AN0074* NAD 83(1986)-  28 54 52.     (N)    096 28 30.     (W)     SCALED    
 AN0074* NAVD 88     -        15.07   (+/-2cm)      49.4    (feet)  VERTCON   
 AN0074  ___________________________________________________________________
 AN0074  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0074
 AN0074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0074
 AN0074.The horizontal coordinates were scaled from a topographic map and have
 AN0074.an estimated accuracy of +/- 6 seconds.
 AN0074
 AN0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0074.The vertical order pertains to the NGVD 29 superseded value.
 AN0074
 AN0074.The geoid height was determined by GEOID03.
 AN0074
 AN0074;                    North         East    Units  Estimated Accuracy
 AN0074;SPC TXSC     - 4,122,480.      846,190.      MT  (+/- 180 meters Scaled)
 AN0074
 AN0074                          SUPERSEDED SURVEY CONTROL
 AN0074
 AN0074  NGVD 29 (??/??/92)   15.098  (m)           49.53   (f) ADJ UNCH    2 0
 AN0074
 AN0074.Superseded values are not recommended for survey control.
 AN0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0074.See file dsdata.txt to determine how the superseded data were derived.
 AN0074
 AN0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT461011(NAD 83)
 AN0074_MARKER: DB = BENCH MARK DISK
 AN0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0074_SP_SET: CULVERT
 AN0074_STAMPING: E 762 1943
 AN0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0074
 AN0074  HISTORY     - Date     Condition        Report By
 AN0074  HISTORY     - 1943     MONUMENTED       CGS
 AN0074  HISTORY     - 1972     GOOD             NGS
 AN0074
 AN0074                          STATION DESCRIPTION
 AN0074
 AN0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0074'4.9 MI N FROM LA WARD.
 AN0074'ABOUT 4.9 MILES NORTH ALONG STATE HIGHWAY 172 FROM THE CROSSING OF THE
 AN0074'MISSOURI PACIFIC RAILROAD AT LA WARD, 0.3 MILE SOUTH OF THE
 AN0074'INTERSECTION OF FARM-TO-MARKET ROAD 1823, SET IN THE TOP OF THE SOUTH
 AN0074'END OF THE WEST CONCRETE HEADWALL OF A 21- X 5-FOOT CONCRETE CULVERT
 AN0074'WITH WINGWALLS, 17 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 AN0074'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0925 ***********************************************************************
 AJ0925  DESIGNATION -  E 763
 AJ0925  PID         -  AJ0925
 AJ0925  STATE/COUNTY-  TX/WEBB
 AJ0925  USGS QUAD   -  MIRANDO CITY (1980)
 AJ0925
 AJ0925                         *CURRENT SURVEY CONTROL
 AJ0925  ___________________________________________________________________
 AJ0925* NAD 83(1986)-  27 22 59.     (N)    099 07 12.     (W)     SCALED    
 AJ0925* NAVD 88     -       161.328  (meters)     529.29   (feet)  POSTED    
 AJ0925  ___________________________________________________________________
 AJ0925  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AJ0925  DYNAMIC HT  -         161.070 (meters)     528.44  (feet)  COMP
 AJ0925  MODELED GRAV-     979,045.8   (mgal)                       NAVD 88
 AJ0925
 AJ0925  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0925
 AJ0925.The horizontal coordinates were scaled from a topographic map and have
 AJ0925.an estimated accuracy of +/- 6 seconds.
 AJ0925
 AJ0925.The orthometric height was determined by differential leveling
 AJ0925.and adjusted by the National Geodetic Survey in 1992..
 AJ0925.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0925.rate of 1.1 thru 2.0 mm/km.
 AJ0925
 AJ0925.The geoid height was determined by GEOID03.
 AJ0925
 AJ0925.The dynamic height is computed by dividing the NAVD 88
 AJ0925.geopotential number by the normal gravity value computed on the
 AJ0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0925.degrees latitude (g = 980.6199 gals.).
 AJ0925
 AJ0925.The modeled gravity was interpolated from observed gravity values.
 AJ0925
 AJ0925;                    North         East    Units  Estimated Accuracy
 AJ0925;SPC TX S     - 5,190,310.      238,680.      MT  (+/- 180 meters Scaled)
 AJ0925
 AJ0925                          SUPERSEDED SURVEY CONTROL
 AJ0925
 AJ0925  NGVD 29 (??/??/92)  161.354  (m)          529.38   (f) ADJ UNCH    2 0
 AJ0925
 AJ0925.Superseded values are not recommended for survey control.
 AJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0925.See file dsdata.txt to determine how the superseded data were derived.
 AJ0925
 AJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR881288(NAD 83)
 AJ0925_MARKER: DB = BENCH MARK DISK
 AJ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0925_STAMPING: E 763 1943
 AJ0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0925+STABILITY: SURFACE MOTION
 AJ0925
 AJ0925  HISTORY     - Date     Condition        Report By
 AJ0925  HISTORY     - 1943     MONUMENTED       CGS
 AJ0925  HISTORY     - 1974     MARK NOT FOUND   USGS
 AJ0925
 AJ0925                          STATION DESCRIPTION
 AJ0925
 AJ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0925'4.95 MI S FROM AGUILARES.
 AJ0925'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0925'AGUILARES-- PROCEED 4.95 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0925'OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE SOUTH OF A WOODEN
 AJ0925'CULVERT, AND ABOUT 270.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 AJ0925'CORRAL.  IT IS 28.5 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AJ0925'CENTERLINE OF ROAD, 21.5 FEET SOUTH OF THE CENTERLINE OF A RED WOODEN
 AJ0925'GATE AND A PRIVATE ROAD LEADING EAST TO A RESERVOIR, 1.2 FEET WEST OF
 AJ0925'THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AJ0925'POST.  MON. PROJECTS 0.3 FOOT.
 AJ0925
 AJ0925                          STATION RECOVERY (1974)
 AJ0925
 AJ0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AJ0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0950 ***********************************************************************
 AJ0950  DESIGNATION -  E 764
 AJ0950  PID         -  AJ0950
 AJ0950  STATE/COUNTY-  TX/ZAPATA
 AJ0950  USGS QUAD   -  ESCOBAS (1980)
 AJ0950
 AJ0950                         *CURRENT SURVEY CONTROL
 AJ0950  ___________________________________________________________________
 AJ0950* NAD 83(1986)-  27 04 58.     (N)    099 03 18.     (W)     SCALED    
 AJ0950* NAVD 88     -       134.658  (meters)     441.79   (feet)  ADJUSTED  
 AJ0950  ___________________________________________________________________
 AJ0950  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AJ0950  DYNAMIC HT  -         134.441 (meters)     441.08  (feet)  COMP
 AJ0950  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 AJ0950
 AJ0950  VERT ORDER  -  SECOND    CLASS 0
 AJ0950
 AJ0950.The horizontal coordinates were scaled from a topographic map and have
 AJ0950.an estimated accuracy of +/- 6 seconds.
 AJ0950
 AJ0950.The orthometric height was determined by differential leveling
 AJ0950.and adjusted by the National Geodetic Survey in June 1991..
 AJ0950
 AJ0950.The geoid height was determined by GEOID03.
 AJ0950
 AJ0950.The dynamic height is computed by dividing the NAVD 88
 AJ0950.geopotential number by the normal gravity value computed on the
 AJ0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0950.degrees latitude (g = 980.6199 gals.).
 AJ0950
 AJ0950.The modeled gravity was interpolated from observed gravity values.
 AJ0950
 AJ0950;                    North         East    Units  Estimated Accuracy
 AJ0950;SPC TX S     - 5,157,010.      244,960.      MT  (+/- 180 meters Scaled)
 AJ0950
 AJ0950                          SUPERSEDED SURVEY CONTROL
 AJ0950
 AJ0950  NGVD 29 (??/??/92)  134.689  (m)          441.89   (f) ADJ UNCH    2 0
 AJ0950
 AJ0950.Superseded values are not recommended for survey control.
 AJ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0950.See file dsdata.txt to determine how the superseded data were derived.
 AJ0950
 AJ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ945956(NAD 83)
 AJ0950_MARKER: P = PIPE CAP
 AJ0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0950_STAMPING: E 764 1943
 AJ0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0950+STABILITY: SURFACE MOTION
 AJ0950
 AJ0950  HISTORY     - Date     Condition        Report By
 AJ0950  HISTORY     - 1943     MONUMENTED       CGS
 AJ0950  HISTORY     - 1975     GOOD             USGS
 AJ0950
 AJ0950                          STATION DESCRIPTION
 AJ0950
 AJ0950'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0950'27.90 MI NE FROM ESCOBAS.
 AJ0950'FROM THE STORE AT ESCOBAS GO NORTHEAST ON TEX. HIWAY 16 FOR 0.35 MI.
 AJ0950'TO T-RD. NW, 19.4 MI NE OF ZAPATA, THENCE NW ALONG PAVED ROAD 1.25 MI.
 AJ0950'TO TEXACO CAMP.  IN TEXACO CAMP TAKE FIRST ROAD LEFT, THRU OLD HOUSING
 AJ0950'AREA, 0.15 MI., THENCE RIGHT 0.25 MI., THENCE RIGHT ALONG MAIN ROAD
 AJ0950'1.0 MI. A T-RD., THENCE LEFT ON MAIN ROAD 0.85 MI., A T-RD., THENCE
 AJ0950'RIGHT, NORTH, 0.65 MI. TO OLD TRACK T-ROAD EAST AND BM 119 FT. E. AND
 AJ0950'16 FT. S. OF T-RD.  A STANDARD CAP SET IN CONCRETE POST PROJECTING 0.5
 AJ0950'FT. AND STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3294 ***********************************************************************
 AW3294  DESIGNATION -  E 765
 AW3294  PID         -  AW3294
 AW3294  STATE/COUNTY-  TX/HARRIS
 AW3294  USGS QUAD   -  PARK PLACE (1995)
 AW3294
 AW3294                         *CURRENT SURVEY CONTROL
 AW3294  ___________________________________________________________________
 AW3294* NAD 83(1986)-  29 44 36.     (N)    095 19 58.     (W)     SCALED    
 AW3294* NAVD 88     -        13.67   (+/-2cm)      44.8    (feet)  VERTCON   
 AW3294  ___________________________________________________________________
 AW3294  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW3294
 AW3294  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3294
 AW3294.The horizontal coordinates were scaled from a topographic map and have
 AW3294.an estimated accuracy of +/- 6 seconds.
 AW3294
 AW3294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3294.The vertical order pertains to the NGVD 29 superseded value.
 AW3294
 AW3294.The geoid height was determined by GEOID03.
 AW3294
 AW3294;                    North         East    Units  Estimated Accuracy
 AW3294;SPC TXSC     - 4,217,240.      954,650.      MT  (+/- 180 meters Scaled)
 AW3294
 AW3294                          SUPERSEDED SURVEY CONTROL
 AW3294
 AW3294  NGVD 29 (??/??/92)   13.666  (m)           44.84   (f) ADJ UNCH    1 2
 AW3294
 AW3294.Superseded values are not recommended for survey control.
 AW3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3294.See file dsdata.txt to determine how the superseded data were derived.
 AW3294
 AW3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN744926(NAD 83)
 AW3294_MARKER: DB = BENCH MARK DISK
 AW3294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3294_SP_SET: FOUNDATION
 AW3294_STAMPING: E 765 1943
 AW3294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3294
 AW3294  HISTORY     - Date     Condition        Report By
 AW3294  HISTORY     - 1943     MONUMENTED       CGS
 AW3294  HISTORY     - 1953     MARK NOT FOUND   LOCENG
 AW3294
 AW3294                          STATION DESCRIPTION
 AW3294
 AW3294'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW3294'IN HOUSTON.
 AW3294'BENCH MARK IS SET HORIZONTALLY IN THE SOUTHEAST CORNER OF THE CONCRETE
 AW3294'FOUNDATION OF A RAILROAD CROSSING SIGNAL LIGHT AT THE CROSSING OF
 AW3294'EASTWOOD STREET, AND THE GALVESTON, HOUSTON AND HENDERSON RAILROAD. IT
 AW3294'IS 13.6 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AW3294'EASTWOOD STREET, AND 7.3 FEET NORTH OF THE NORTH RAIL OF TRACK. THE
 AW3294'MARK IS FLUSH WITH GROUND.
 AW3294
 AW3294                          STATION RECOVERY (1953)
 AW3294
 AW3294'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 AW3294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1014 ***********************************************************************
 AX1014  DESIGNATION -  E 766
 AX1014  PID         -  AX1014
 AX1014  STATE/COUNTY-  TX/FAYETTE
 AX1014  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1014
 AX1014                         *CURRENT SURVEY CONTROL
 AX1014  ___________________________________________________________________
 AX1014* NAD 83(1986)-  29 54 20.     (N)    096 47 52.     (W)     SCALED    
 AX1014* NAVD 88     -        96.184  (meters)     315.56   (feet)  ADJUSTED  
 AX1014  ___________________________________________________________________
 AX1014  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AX1014  DYNAMIC HT  -          96.051 (meters)     315.13  (feet)  COMP
 AX1014  MODELED GRAV-     979,262.7   (mgal)                       NAVD 88
 AX1014
 AX1014  VERT ORDER  -  FIRST     CLASS I
 AX1014
 AX1014.The horizontal coordinates were scaled from a topographic map and have
 AX1014.an estimated accuracy of +/- 6 seconds.
 AX1014
 AX1014.The orthometric height was determined by differential leveling
 AX1014.and adjusted by the National Geodetic Survey in June 1991..
 AX1014
 AX1014.The geoid height was determined by GEOID03.
 AX1014
 AX1014.The dynamic height is computed by dividing the NAVD 88
 AX1014.geopotential number by the normal gravity value computed on the
 AX1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1014.degrees latitude (g = 980.6199 gals.).
 AX1014
 AX1014.The modeled gravity was interpolated from observed gravity values.
 AX1014
 AX1014;                    North         East    Units  Estimated Accuracy
 AX1014;SPC TXSC     - 4,231,660.      812,650.      MT  (+/- 180 meters Scaled)
 AX1014
 AX1014                          SUPERSEDED SURVEY CONTROL
 AX1014
 AX1014  NGVD 29 (12/23/87)   96.139  (m)          315.42   (f) ADJUSTED    1 1
 AX1014
 AX1014.Superseded values are not recommended for survey control.
 AX1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1014.See file dsdata.txt to determine how the superseded data were derived.
 AX1014
 AX1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU126103(NAD 83)
 AX1014_MARKER: DB = BENCH MARK DISK
 AX1014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX1014_SP_SET: CULVERT HEADWALL
 AX1014_STAMPING: E 766 1943
 AX1014_MARK LOGO: CGS   
 AX1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1014+STABILITY: SURFACE MOTION
 AX1014
 AX1014  HISTORY     - Date     Condition        Report By
 AX1014  HISTORY     - 1943     MONUMENTED       CGS
 AX1014  HISTORY     - 1972     GOOD             NGS
 AX1014  HISTORY     - 1976     GOOD             NGS
 AX1014  HISTORY     - 1976     GOOD             NGS
 AX1014  HISTORY     - 1978     GOOD             NGS
 AX1014  HISTORY     - 1986     GOOD             NGS
 AX1014
 AX1014                          STATION DESCRIPTION
 AX1014
 AX1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1014'5.1 MI E FROM LA GRANGE.
 AX1014'ABOUT 5.1 MILES EAST ALONG THE MISSOURI-KANSAS TEXAS RAILROAD FROM THE
 AX1014'STATION AT LA GRANGE, 0.5 MILE WEST OF MILE POST 994, 0.1 MILE EAST OF
 AX1014'A PRIVATE ROAD CROSSING, SET IN THE TOP OF THE EAST END OF THE
 AX1014'CONCRETE HEADWALL FOR 2 THREE-FOOT TUBULAR CULVERTS UNDER THE TRACK,
 AX1014'10 FEET NORTH OF THE NORTH RAIL OF THE TRACK, AND ABOUT 1 FOOT BELOW
 AX1014'THE LEVEL OF THE TRACK.  NOTE-- THIS MARK IS ALSO 0.95 MILE WEST ALONG
 AX1014'THE MISSOUTI-KANSAS-TEXAS RAILROAD FROM THE GRAVELED ROAD CROSSING AT
 AX1014'HALSTED.
 AX1014
 AX1014                          STATION RECOVERY (1976)
 AX1014
 AX1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1014'RECOVERED IN GOOD CONDITION.
 AX1014
 AX1014                          STATION RECOVERY (1976)
 AX1014
 AX1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1014'RECOVERED IN GOOD CONDITION.
 AX1014
 AX1014                          STATION RECOVERY (1978)
 AX1014
 AX1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1014'RECOVERED IN GOOD CONDITION.
 AX1014
 AX1014                          STATION RECOVERY (1986)
 AX1014
 AX1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0002 ***********************************************************************
 AX0002  DESIGNATION -  E 768
 AX0002  PID         -  AX0002
 AX0002  STATE/COUNTY-  TX/WALLER
 AX0002  USGS QUAD   -  SAN FELIPE (1980)
 AX0002
 AX0002                         *CURRENT SURVEY CONTROL
 AX0002  ___________________________________________________________________
 AX0002* NAD 83(1986)-  29 46 34.     (N)    096 00 59.     (W)     SCALED    
 AX0002* NAVD 88     -        40.00   (+/-2cm)     131.2    (feet)  VERTCON   
 AX0002  ___________________________________________________________________
 AX0002  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0002
 AX0002  VERT ORDER  -  THIRD (See Below)
 AX0002
 AX0002.The horizontal coordinates were scaled from a topographic map and have
 AX0002.an estimated accuracy of +/- 6 seconds.
 AX0002
 AX0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0002.The vertical order pertains to the NGVD 29 superseded value.
 AX0002
 AX0002.The geoid height was determined by GEOID03.
 AX0002
 AX0002;                    North         East    Units  Estimated Accuracy
 AX0002;SPC TXSC     - 4,218,990.      888,460.      MT  (+/- 180 meters Scaled)
 AX0002
 AX0002                          SUPERSEDED SURVEY CONTROL
 AX0002
 AX0002  NGVD 29 (??/??/??)   39.98   (m)          131.2    (f) RESET       3  
 AX0002
 AX0002.Superseded values are not recommended for survey control.
 AX0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0002.See file dsdata.txt to determine how the superseded data were derived.
 AX0002
 AX0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT884977(NAD 83)
 AX0002_MARKER: DB = BENCH MARK DISK
 AX0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0002_SP_SET: ABUTMENT
 AX0002_STAMPING: E 768 1943
 AX0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0002
 AX0002  HISTORY     - Date     Condition        Report By
 AX0002  HISTORY     - 1943     MONUMENTED       CGS
 AX0002  HISTORY     - 1959     GOOD             NGS
 AX0002  HISTORY     - 1973     MARK NOT FOUND   NGS
 AX0002  HISTORY     - 19921107 MARK NOT FOUND   USPSQD
 AX0002  HISTORY     - 19990718 MARK NOT FOUND   USPSQD
 AX0002
 AX0002                          STATION DESCRIPTION
 AX0002
 AX0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX0002'3.95 MI W FROM BROOKSHIRE.
 AX0002'ABOUT 3.95 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX0002'THE STATION AT BROOKSHIRE, 1 1/2 POLES WEST OF MILEPOST 1044, 15 FEET
 AX0002'NORTH OF THE CENTER LINE OF U. S. HIGHWAY 90, IN THE TOP OF THE NORTH
 AX0002'END OF THE EAST ABUTMENT OF A CONCRETE HIGHWAY BRIDGE, AND ABOUT 1/2
 AX0002'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- NEW CULVERTS AND BRIDGES
 AX0002'HAVE BEEN CONSTRUCTED AT THE DESCRIBED LOCATION.
 AX0002
 AX0002                          STATION RECOVERY (1973)
 AX0002
 AX0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AX0002'MARK NOT FOUND.
 AX0002
 AX0002                          STATION RECOVERY (1992)
 AX0002
 AX0002'RECOVERY NOTE BY US POWER SQUADRON 1992
 AX0002'MARK NOT FOUND.
 AX0002
 AX0002                          STATION RECOVERY (1999)
 AX0002
 AX0002'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1593 ***********************************************************************
 AX1593  DESIGNATION -  E 769
 AX1593  PID         -  AX1593
 AX1593  STATE/COUNTY-  TX/FAYETTE
 AX1593  USGS QUAD   -  WEST POINT (1981)
 AX1593
 AX1593                         *CURRENT SURVEY CONTROL
 AX1593  ___________________________________________________________________
 AX1593* NAD 83(1986)-  29 58 04.     (N)    097 02 17.     (W)     SCALED    
 AX1593* NAVD 88     -        87.353  (meters)     286.59   (feet)  ADJUSTED  
 AX1593  ___________________________________________________________________
 AX1593  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AX1593  DYNAMIC HT  -          87.235 (meters)     286.20  (feet)  COMP
 AX1593  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 AX1593
 AX1593  VERT ORDER  -  FIRST     CLASS I
 AX1593
 AX1593.The horizontal coordinates were scaled from a topographic map and have
 AX1593.an estimated accuracy of +/- 6 seconds.
 AX1593
 AX1593.The orthometric height was determined by differential leveling
 AX1593.and adjusted by the National Geodetic Survey in June 1991..
 AX1593
 AX1593.The geoid height was determined by GEOID03.
 AX1593
 AX1593.The dynamic height is computed by dividing the NAVD 88
 AX1593.geopotential number by the normal gravity value computed on the
 AX1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1593.degrees latitude (g = 980.6199 gals.).
 AX1593
 AX1593.The modeled gravity was interpolated from observed gravity values.
 AX1593
 AX1593;                    North         East    Units  Estimated Accuracy
 AX1593;SPC TXSC     - 4,238,150.      789,340.      MT  (+/- 180 meters Scaled)
 AX1593
 AX1593                          SUPERSEDED SURVEY CONTROL
 AX1593
 AX1593  NGVD 29 (??/??/92)   87.300  (m)          286.42   (f) ADJ UNCH    1 1
 AX1593
 AX1593.Superseded values are not recommended for survey control.
 AX1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1593.See file dsdata.txt to determine how the superseded data were derived.
 AX1593
 AX1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU893168(NAD 83)
 AX1593_MARKER: DB = BENCH MARK DISK
 AX1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1593_STAMPING: E 769 1943
 AX1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1593+STABILITY: SURFACE MOTION
 AX1593
 AX1593  HISTORY     - Date     Condition        Report By
 AX1593  HISTORY     - 1943     MONUMENTED       CGS
 AX1593  HISTORY     - 1978     GOOD             NGS
 AX1593  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1593
 AX1593                          STATION DESCRIPTION
 AX1593
 AX1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1593'1.0 MI N FROM WEST POINT.
 AX1593'1.0 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 AX1593'TAXAS AND NEW ORLEANS RAILROAD) FROM THE STATION AT WEST POINT, 0.2
 AX1593'MILES NORTH OF MILEPOST 50, ACROSS THE TRACK FROM THE SIXTH POLE NORTH
 AX1593'OF THE MILEPOST, 46 FEET WEST OF THE WEST RAIL, 26.5 FEET NORTHWEST OF
 AX1593'A POWER-LINE POLE, 1.3 FEET EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AX1593'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE
 AX1593'TRACK.  A STANDARD DISK, STAMPED E 769 1943 AND SET IN THE TOP OF A
 AX1593'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AX1593
 AX1593                          STATION RECOVERY (1978)
 AX1593
 AX1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1593'RECOVERED IN GOOD CONDITION.
 AX1593
 AX1593                          STATION RECOVERY (1991)
 AX1593
 AX1593'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AX1593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0741 ***********************************************************************
 AE0741  DESIGNATION -  E 770
 AE0741  PID         -  AE0741
 AE0741  STATE/COUNTY-  TX/STARR
 AE0741  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0741
 AE0741                         *CURRENT SURVEY CONTROL
 AE0741  ___________________________________________________________________
 AE0741* NAD 83(1986)-  26 28 14.     (N)    098 55 58.     (W)     SCALED    
 AE0741* NAVD 88     -       105.993  (meters)     347.75   (feet)  ADJUSTED  
 AE0741  ___________________________________________________________________
 AE0741  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AE0741  DYNAMIC HT  -         105.819 (meters)     347.17  (feet)  COMP
 AE0741  MODELED GRAV-     978,998.5   (mgal)                       NAVD 88
 AE0741
 AE0741  VERT ORDER  -  SECOND    CLASS 0
 AE0741
 AE0741.The horizontal coordinates were scaled from a topographic map and have
 AE0741.an estimated accuracy of +/- 6 seconds.
 AE0741
 AE0741.The orthometric height was determined by differential leveling
 AE0741.and adjusted by the National Geodetic Survey in June 1991..
 AE0741
 AE0741.The geoid height was determined by GEOID03.
 AE0741
 AE0741.The dynamic height is computed by dividing the NAVD 88
 AE0741.geopotential number by the normal gravity value computed on the
 AE0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0741.degrees latitude (g = 980.6199 gals.).
 AE0741
 AE0741.The modeled gravity was interpolated from observed gravity values.
 AE0741
 AE0741;                    North         East    Units  Estimated Accuracy
 AE0741;SPC TX S     - 5,089,140.      256,850.      MT  (+/- 180 meters Scaled)
 AE0741
 AE0741                          SUPERSEDED SURVEY CONTROL
 AE0741
 AE0741  NGVD 29 (??/??/92)  106.051  (m)          347.94   (f) ADJ UNCH    2 0
 AE0741
 AE0741.Superseded values are not recommended for survey control.
 AE0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0741.See file dsdata.txt to determine how the superseded data were derived.
 AE0741
 AE0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ067277(NAD 83)
 AE0741_MARKER: DB = BENCH MARK DISK
 AE0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0741_STAMPING: E 770 1942
 AE0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0741+STABILITY: SURFACE MOTION
 AE0741
 AE0741  HISTORY     - Date     Condition        Report By
 AE0741  HISTORY     - 1942     MONUMENTED       CGS
 AE0741  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0741
 AE0741                          STATION DESCRIPTION
 AE0741
 AE0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0741'4.8 MI N FROM GARCENO.
 AE0741'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO.83 AND THE HEBBRONVILLE
 AE0741'ROAD AT GARCENO, PROCEED 4.8 MILES NORTHERLY ALONG THE HEBBRONVILLE
 AE0741'ROAD TO AN OPEN FIELD AND SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE
 AE0741'SOUTH OF THE NORTH EDGE OF AN OPEN FIELD.  IT IS 87.0 YARDS NORTH OF
 AE0741'THE WEST HEADWALL OF A 1.5 FOOT PIPE CULVERT UNDER THE ROAD, 27.0 FEET
 AE0741'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD,
 AE0741'0.8 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.6 FEET
 AE0741'SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT
 AE0741'ABOVE THE GROUND.
 AE0741
 AE0741                          STATION RECOVERY (1965)
 AE0741
 AE0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0803 ***********************************************************************
 AE0803  DESIGNATION -  E 771
 AE0803  PID         -  AE0803
 AE0803  STATE/COUNTY-  TX/JIM HOGG
 AE0803  USGS QUAD   -  CUEVITAS SW (1972)
 AE0803
 AE0803                         *CURRENT SURVEY CONTROL
 AE0803  ___________________________________________________________________
 AE0803* NAD 83(1986)-  26 49 26.     (N)    098 54 33.     (W)     SCALED    
 AE0803* NAVD 88     -       151.314  (meters)     496.44   (feet)  ADJUSTED  
 AE0803  ___________________________________________________________________
 AE0803  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0803  DYNAMIC HT  -         151.067 (meters)     495.63  (feet)  COMP
 AE0803  MODELED GRAV-     979,012.9   (mgal)                       NAVD 88
 AE0803
 AE0803  VERT ORDER  -  SECOND    CLASS 0
 AE0803
 AE0803.The horizontal coordinates were scaled from a topographic map and have
 AE0803.an estimated accuracy of +/- 6 seconds.
 AE0803
 AE0803.The orthometric height was determined by differential leveling
 AE0803.and adjusted by the National Geodetic Survey in June 1991..
 AE0803
 AE0803.The geoid height was determined by GEOID03.
 AE0803
 AE0803.The dynamic height is computed by dividing the NAVD 88
 AE0803.geopotential number by the normal gravity value computed on the
 AE0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0803.degrees latitude (g = 980.6199 gals.).
 AE0803
 AE0803.The modeled gravity was interpolated from observed gravity values.
 AE0803
 AE0803;                    North         East    Units  Estimated Accuracy
 AE0803;SPC TX S     - 5,128,280.      259,330.      MT  (+/- 180 meters Scaled)
 AE0803
 AE0803                          SUPERSEDED SURVEY CONTROL
 AE0803
 AE0803  NGVD 29 (??/??/92)  151.359  (m)          496.58   (f) ADJ UNCH    2 0
 AE0803
 AE0803.Superseded values are not recommended for survey control.
 AE0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0803.See file dsdata.txt to determine how the superseded data were derived.
 AE0803
 AE0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ090669(NAD 83)
 AE0803_MARKER: DB = BENCH MARK DISK
 AE0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0803_STAMPING: E 771 1942
 AE0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0803+STABILITY: SURFACE MOTION
 AE0803
 AE0803  HISTORY     - Date     Condition        Report By
 AE0803  HISTORY     - 1942     MONUMENTED       CGS
 AE0803  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0803
 AE0803                          STATION DESCRIPTION
 AE0803
 AE0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0803'5.6 MI SW FROM GUERRA.
 AE0803'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0803'GUERRA) PROCEED 3.0 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO SITE OF
 AE0803'BENCH MARK.  BENCH MARK IS 0.9 MILE SOUTH OF A SMALL MEXICAN HOUSE ON
 AE0803'THE WEST SIDE OF ROAD.  IT IS 26.0 FEET EAST OF AND ABOUT THE SAME
 AE0803'ELEVATION AS THE CENTERLINE OF DIRT ROAD.  MONUMENT IS 3.0 FEET NORTH
 AE0803'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AE0803
 AE0803                          STATION RECOVERY (1972)
 AE0803
 AE0803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0849 ***********************************************************************
 AE0849  DESIGNATION -  E 772
 AE0849  PID         -  AE0849
 AE0849  STATE/COUNTY-  TX/STARR
 AE0849  USGS QUAD   -  LAS ISLAS RANCH (1993)
 AE0849
 AE0849                         *CURRENT SURVEY CONTROL
 AE0849  ___________________________________________________________________
 AE0849* NAD 83(1986)-  26 42 06.     (N)    098 42 39.     (W)     SCALED    
 AE0849* NAVD 88     -       152.876  (meters)     501.56   (feet)  ADJUSTED  
 AE0849  ___________________________________________________________________
 AE0849  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AE0849  DYNAMIC HT  -         152.624 (meters)     500.73  (feet)  COMP
 AE0849  MODELED GRAV-     978,998.7   (mgal)                       NAVD 88
 AE0849
 AE0849  VERT ORDER  -  SECOND    CLASS 0
 AE0849
 AE0849.The horizontal coordinates were scaled from a topographic map and have
 AE0849.an estimated accuracy of +/- 6 seconds.
 AE0849
 AE0849.The orthometric height was determined by differential leveling
 AE0849.and adjusted by the National Geodetic Survey in June 1991..
 AE0849
 AE0849.The geoid height was determined by GEOID03.
 AE0849
 AE0849.The dynamic height is computed by dividing the NAVD 88
 AE0849.geopotential number by the normal gravity value computed on the
 AE0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0849.degrees latitude (g = 980.6199 gals.).
 AE0849
 AE0849.The modeled gravity was interpolated from observed gravity values.
 AE0849
 AE0849;                    North         East    Units  Estimated Accuracy
 AE0849;SPC TX S     - 5,114,690.      279,020.      MT  (+/- 180 meters Scaled)
 AE0849
 AE0849                          SUPERSEDED SURVEY CONTROL
 AE0849
 AE0849  NGVD 29 (??/??/92)  152.917  (m)          501.70   (f) ADJ UNCH    2 0
 AE0849
 AE0849.Superseded values are not recommended for survey control.
 AE0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0849.See file dsdata.txt to determine how the superseded data were derived.
 AE0849
 AE0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ287534(NAD 83)
 AE0849_MARKER: DB = BENCH MARK DISK
 AE0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0849_STAMPING: E 772 1942
 AE0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0849+STABILITY: SURFACE MOTION
 AE0849
 AE0849  HISTORY     - Date     Condition        Report By
 AE0849  HISTORY     - 1942     MONUMENTED       CGS
 AE0849
 AE0849                          STATION DESCRIPTION
 AE0849
 AE0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0849'11.8 MI W FROM LA GLORIA.
 AE0849'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 11.8 MILES
 AE0849'WESTERLY ALONG A COUNTY GRADED ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE0849'IS 94.0 YARDS EAST OF A 2.0 FOOT IRON PIPE CULVORT UNDER THE ROAD. IT
 AE0849'IS 25.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AE0849'OF THE ROAD.  MONUMENT IS 2.8 EAST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0849'POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1124 ***********************************************************************
 AE1124  DESIGNATION -  E 773
 AE1124  PID         -  AE1124
 AE1124  STATE/COUNTY-  TX/ZAPATA
 AE1124  USGS QUAD   -  LOPENO (1965)
 AE1124
 AE1124                         *CURRENT SURVEY CONTROL
 AE1124  ___________________________________________________________________
 AE1124* NAD 83(1986)-  26 38 38.     (N)    099 06 33.     (W)     SCALED    
 AE1124* NAVD 88     -       115.457  (meters)     378.80   (feet)  ADJUSTED  
 AE1124  ___________________________________________________________________
 AE1124  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AE1124  DYNAMIC HT  -         115.270 (meters)     378.18  (feet)  COMP
 AE1124  MODELED GRAV-     979,018.6   (mgal)                       NAVD 88
 AE1124
 AE1124  VERT ORDER  -  FIRST     CLASS II
 AE1124
 AE1124.The horizontal coordinates were scaled from a topographic map and have
 AE1124.an estimated accuracy of +/- 6 seconds.
 AE1124
 AE1124.The orthometric height was determined by differential leveling
 AE1124.and adjusted by the National Geodetic Survey in June 1991..
 AE1124
 AE1124.The geoid height was determined by GEOID03.
 AE1124
 AE1124.The dynamic height is computed by dividing the NAVD 88
 AE1124.geopotential number by the normal gravity value computed on the
 AE1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1124.degrees latitude (g = 980.6199 gals.).
 AE1124
 AE1124.The modeled gravity was interpolated from observed gravity values.
 AE1124
 AE1124;                    North         East    Units  Estimated Accuracy
 AE1124;SPC TX S     - 5,108,420.      239,350.      MT  (+/- 180 meters Scaled)
 AE1124
 AE1124                          SUPERSEDED SURVEY CONTROL
 AE1124
 AE1124  NGVD 29 (??/??/92)  115.497  (m)          378.93   (f) ADJ UNCH    1 2
 AE1124
 AE1124.Superseded values are not recommended for survey control.
 AE1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1124.See file dsdata.txt to determine how the superseded data were derived.
 AE1124
 AE1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ891469(NAD 83)
 AE1124_MARKER: DB = BENCH MARK DISK
 AE1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1124_STAMPING: E 773 1942
 AE1124_MARK LOGO: CGS   
 AE1124_PROJECTION: PROJECTING 36 CENTIMETERS
 AE1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1124+STABILITY: SURFACE MOTION
 AE1124
 AE1124  HISTORY     - Date     Condition        Report By
 AE1124  HISTORY     - 1942     MONUMENTED       CGS
 AE1124  HISTORY     - 1956     GOOD             NGS
 AE1124  HISTORY     - 1981     GOOD             NGS
 AE1124
 AE1124                          STATION DESCRIPTION
 AE1124
 AE1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1124'5.0 MI S FROM LOPEAO.
 AE1124'4.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1124'THENCE 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, 283 FEET SOUTHWEST
 AE1124'OF THE CENTER OF A GATE, 283 FEET SOUTHWEST OF THE CENTER LINE OF A
 AE1124'PRIVATE ROAD LEADING NORTHWEST, 30 FEET NORTHWEST OF THE CENTER LINE
 AE1124'OF A GRADED DIRT ROAD, 2 FEET SOUTHEAST OF A FENCE, 3 FEET NORTHEAST
 AE1124'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AE1124'0.6 FOOT ABOVE THE GROUND.
 AE1124
 AE1124                          STATION RECOVERY (1981)
 AE1124
 AE1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1124'RECOVERED THIS DATE, NOTE, 0.76 METERS (2.5 FT) SOUTHEAST OF A FENCE
 AE1124'LINE, AND 0.76 METERS (2.5 FT) SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1078 ***********************************************************************
 AE1078  DESIGNATION -  E 775
 AE1078  PID         -  AE1078
 AE1078  STATE/COUNTY-  TX/ZAPATA
 AE1078  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1078
 AE1078                         *CURRENT SURVEY CONTROL
 AE1078  ___________________________________________________________________
 AE1078* NAD 83(1986)-  26 45 02.     (N)    099 10 22.     (W)     SCALED    
 AE1078* NAVD 88     -       108.632  (meters)     356.40   (feet)  ADJUSTED  
 AE1078  ___________________________________________________________________
 AE1078  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AE1078  DYNAMIC HT  -         108.456 (meters)     355.83  (feet)  COMP
 AE1078  MODELED GRAV-     979,027.7   (mgal)                       NAVD 88
 AE1078
 AE1078  VERT ORDER  -  FIRST     CLASS II
 AE1078
 AE1078.The horizontal coordinates were scaled from a topographic map and have
 AE1078.an estimated accuracy of +/- 6 seconds.
 AE1078
 AE1078.The orthometric height was determined by differential leveling
 AE1078.and adjusted by the National Geodetic Survey in June 1991..
 AE1078
 AE1078.The geoid height was determined by GEOID03.
 AE1078
 AE1078.The dynamic height is computed by dividing the NAVD 88
 AE1078.geopotential number by the normal gravity value computed on the
 AE1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1078.degrees latitude (g = 980.6199 gals.).
 AE1078
 AE1078.The modeled gravity was interpolated from observed gravity values.
 AE1078
 AE1078;                    North         East    Units  Estimated Accuracy
 AE1078;SPC TX S     - 5,120,260.      233,080.      MT  (+/- 180 meters Scaled)
 AE1078
 AE1078                          SUPERSEDED SURVEY CONTROL
 AE1078
 AE1078  NGVD 29 (??/??/92)  108.676  (m)          356.55   (f) ADJ UNCH    1 2
 AE1078
 AE1078.Superseded values are not recommended for survey control.
 AE1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1078.See file dsdata.txt to determine how the superseded data were derived.
 AE1078
 AE1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ828588(NAD 83)
 AE1078_MARKER: DB = BENCH MARK DISK
 AE1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1078_STAMPING: E 775 1943
 AE1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1078+STABILITY: SURFACE MOTION
 AE1078
 AE1078  HISTORY     - Date     Condition        Report By
 AE1078  HISTORY     - 1943     MONUMENTED       CGS
 AE1078  HISTORY     - 1956     GOOD             NGS
 AE1078
 AE1078                          STATION DESCRIPTION
 AE1078
 AE1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1078'18.4 MI SE FROM ZAPATA.
 AE1078'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1078'ZAPATA, THENCE 13.0 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, THENCE
 AE1078'2.0 MILES NORTHEAST ALONG A GRAVELED ROAD, 14 FEET NORTHWEST OF THE
 AE1078'CENTER LINE OF A ROAD LEADING SOUTHWEST, ON THE EXTENDED CENTER LINE
 AE1078'OF A ROAD LEADING SOUTHEAST, AT THE NORTHWEST END OF A 0.1 MILE OFFSET
 AE1078'IN THE ROAD, 22 FEET SOUTHWEST OF A POWER POLE, 2 FEET SOUTHEAST OF A
 AE1078'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 AE1078'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0091 ***********************************************************************
 AB0091  DESIGNATION -  E 776
 AB0091  PID         -  AB0091
 AB0091  STATE/COUNTY-  TX/CAMERON
 AB0091  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0091
 AB0091                         *CURRENT SURVEY CONTROL
 AB0091  ___________________________________________________________________
 AB0091* NAD 83(1986)-  25 59 54.     (N)    097 09 26.     (W)     SCALED    
 AB0091* NAVD 88     -         1.297  (meters)       4.26   (feet)  ADJUSTED  
 AB0091  ___________________________________________________________________
 AB0091  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 AB0091  DYNAMIC HT  -           1.295 (meters)       4.25  (feet)  COMP
 AB0091  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 AB0091
 AB0091  VERT ORDER  -  SECOND    CLASS 0
 AB0091
 AB0091.The horizontal coordinates were scaled from a topographic map and have
 AB0091.an estimated accuracy of +/- 6 seconds.
 AB0091
 AB0091.The orthometric height was determined by differential leveling
 AB0091.and adjusted by the National Geodetic Survey in June 1991..
 AB0091
 AB0091.The geoid height was determined by GEOID03.
 AB0091
 AB0091.The dynamic height is computed by dividing the NAVD 88
 AB0091.geopotential number by the normal gravity value computed on the
 AB0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0091.degrees latitude (g = 980.6199 gals.).
 AB0091
 AB0091.The modeled gravity was interpolated from observed gravity values.
 AB0091
 AB0091;                    North         East    Units  Estimated Accuracy
 AB0091;SPC TX S     - 5,037,460.      434,440.      MT  (+/- 180 meters Scaled)
 AB0091
 AB0091                          SUPERSEDED SURVEY CONTROL
 AB0091
 AB0091  NGVD 29 (??/??/92)    1.396  (m)            4.58   (f) ADJ UNCH    2 0
 AB0091
 AB0091.Superseded values are not recommended for survey control.
 AB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0091.See file dsdata.txt to determine how the superseded data were derived.
 AB0091
 AB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP844768(NAD 83)
 AB0091_MARKER: DB = BENCH MARK DISK
 AB0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0091_STAMPING: E 776 1942
 AB0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0091+STABILITY: SURFACE MOTION
 AB0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0091+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AB0091
 AB0091  HISTORY     - Date     Condition        Report By
 AB0091  HISTORY     - 1942     MONUMENTED       CGS
 AB0091  HISTORY     - 1970     GOOD             NGS
 AB0091  HISTORY     - 19910320 GOOD             USPSQD
 AB0091  HISTORY     - 20050208 GOOD             IBWC
 AB0091
 AB0091                          STATION DESCRIPTION
 AB0091
 AB0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AB0091'22.4 MI NE FROM BROWNSVILLE.
 AB0091'TO REACH THE BENCH MARK FROM THE INTERSECTION OF TEXAS HIGHWAYS 4 AND
 AB0091'48 IN THE NORTHEAST SECTION OF BROWNSVILLE, GO NORTHEAST ON TEXAS
 AB0091'HIGHWAY 4 FOR 20.75 MILES TO THE MARK ON THE LEFT AS DESCRIBED.  IT IS
 AB0091'0.5 MILE WEST OF THE MEAN HIGH WATER LINE OF THE GULF OF MEXICO, 0.4
 AB0091'MILE WEST OF THE EAST END OF THE PAVEMENT AT BOCA CHICA BEACH, 75 FEET
 AB0091'SOUTH OF THE EAST EDGE OF A DOOR IN A BRICK HOUSE, 64 FEET NORTH OF
 AB0091'THE CENTER LINE OF THE HIGHWAY, 3 FEET WEST OF A CUT-STONE HISTORICAL
 AB0091'MARKER AND LEVEL WITH THE HIGHWAY.  IT IS SET IN THE TOP OF A 6 INCH
 AB0091'SQUARE CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 AB0091
 AB0091                          STATION RECOVERY (1991)
 AB0091
 AB0091'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0091'RECOVERED IN GOOD CONDITION.
 AB0091
 AB0091                          STATION RECOVERY (2005)
 AB0091
 AB0091'RECOVERY NOTE BY INT BDRY WTR COMM 2005 (RGF)
 AB0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0109 ***********************************************************************
 AB0109  DESIGNATION -  E 777
 AB0109  PID         -  AB0109
 AB0109  STATE/COUNTY-  TX/CAMERON
 AB0109  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0109
 AB0109                         *CURRENT SURVEY CONTROL
 AB0109  ___________________________________________________________________
 AB0109* NAD 83(1986)-  25 53 05.     (N)    097 27 07.     (W)     SCALED    
 AB0109* NAVD 88     -         8.540  (meters)      28.02   (feet)  ADJUSTED  
 AB0109  ___________________________________________________________________
 AB0109  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AB0109  DYNAMIC HT  -           8.526 (meters)      27.97  (feet)  COMP
 AB0109  MODELED GRAV-     979,029.2   (mgal)                       NAVD 88
 AB0109
 AB0109  VERT ORDER  -  SECOND    CLASS 0
 AB0109
 AB0109.The horizontal coordinates were scaled from a topographic map and have
 AB0109.an estimated accuracy of +/- 6 seconds.
 AB0109
 AB0109.The orthometric height was determined by differential leveling
 AB0109.and adjusted by the National Geodetic Survey in June 1991..
 AB0109
 AB0109.The geoid height was determined by GEOID03.
 AB0109
 AB0109.The dynamic height is computed by dividing the NAVD 88
 AB0109.geopotential number by the normal gravity value computed on the
 AB0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0109.degrees latitude (g = 980.6199 gals.).
 AB0109
 AB0109.The modeled gravity was interpolated from observed gravity values.
 AB0109
 AB0109;                    North         East    Units  Estimated Accuracy
 AB0109;SPC TX S     - 5,024,600.      405,040.      MT  (+/- 180 meters Scaled)
 AB0109
 AB0109                          SUPERSEDED SURVEY CONTROL
 AB0109
 AB0109  NGVD 29 (??/??/92)    8.631  (m)           28.32   (f) ADJ UNCH    2 0
 AB0109
 AB0109.Superseded values are not recommended for survey control.
 AB0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0109.See file dsdata.txt to determine how the superseded data were derived.
 AB0109
 AB0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP550638(NAD 83)
 AB0109_MARKER: DD = SURVEY DISK
 AB0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0109_STAMPING: E 777 1942
 AB0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0109+STABILITY: SURFACE MOTION
 AB0109
 AB0109  HISTORY     - Date     Condition        Report By
 AB0109  HISTORY     - 1942     MONUMENTED       IBC
 AB0109  HISTORY     - 1950     GOOD             NGS
 AB0109
 AB0109                          STATION DESCRIPTION
 AB0109
 AB0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0109'3.6 MI SE FROM BROWNSVILLE.
 AB0109'TO REACH FROM THE INTERSECTION OF E 14TH STREET AND EAST TYLER STREET
 AB0109'IN BROWNSVILLE, PROCEED ALONG EAST TYLER STREET SE FOR 1.6 MILES TO A
 AB0109'ROAD CROSSING A LEVEE, CONTINUE SE. ON ROAD ON TOP OF THE LEVEE 1.4
 AB0109'MILES TO SITE OF BENCH MARK.  BENCH MARK IS 66 FEET NE. OF AND
 AB0109'APPROXIMATELY 10 FEET BELOW THE CENTERLINE OF THE ROAD ON TOP OF THE
 AB0109'LEVEE.  50 FEET SW. OF THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD
 AB0109'SPUR LINE TO SOUTH POINT, AND 3.0 FEET EAST OF A 4X4 INCH WITNESS
 AB0109'POST.  AN I.B.C. DISK SET IN CONCRETE POST PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0642 ***********************************************************************
 AJ0642  DESIGNATION -  E 779
 AJ0642  PID         -  AJ0642
 AJ0642  STATE/COUNTY-  TX/JIM HOGG
 AJ0642  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0642
 AJ0642                         *CURRENT SURVEY CONTROL
 AJ0642  ___________________________________________________________________
 AJ0642* NAD 83(1986)-  27 10 13.     (N)    098 56 31.     (W)     SCALED    
 AJ0642* NAVD 88     -       229.907  (meters)     754.29   (feet)  POSTED    
 AJ0642  ___________________________________________________________________
 AJ0642  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AJ0642  DYNAMIC HT  -         229.540 (meters)     753.08  (feet)  COMP
 AJ0642  MODELED GRAV-     979,024.3   (mgal)                       NAVD 88
 AJ0642
 AJ0642  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0642
 AJ0642.The horizontal coordinates were scaled from a topographic map and have
 AJ0642.an estimated accuracy of +/- 6 seconds.
 AJ0642
 AJ0642.The orthometric height was determined by differential leveling
 AJ0642.and adjusted by the National Geodetic Survey in 1992..
 AJ0642.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0642.rate of 1.1 thru 2.0 mm/km.
 AJ0642
 AJ0642.The geoid height was determined by GEOID03.
 AJ0642
 AJ0642.The dynamic height is computed by dividing the NAVD 88
 AJ0642.geopotential number by the normal gravity value computed on the
 AJ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0642.degrees latitude (g = 980.6199 gals.).
 AJ0642
 AJ0642.The modeled gravity was interpolated from observed gravity values.
 AJ0642
 AJ0642;                    North         East    Units  Estimated Accuracy
 AJ0642;SPC TX S     - 5,166,660.      256,210.      MT  (+/- 180 meters Scaled)
 AJ0642
 AJ0642                          SUPERSEDED SURVEY CONTROL
 AJ0642
 AJ0642  NGVD 29 (??/??/92)  229.930  (m)          754.36   (f) ADJ UNCH    2 0
 AJ0642
 AJ0642.Superseded values are not recommended for survey control.
 AJ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0642.See file dsdata.txt to determine how the superseded data were derived.
 AJ0642
 AJ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR057052(NAD 83)
 AJ0642_MARKER: DB = BENCH MARK DISK
 AJ0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0642_STAMPING: E 779 1943
 AJ0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0642+STABILITY: SURFACE MOTION
 AJ0642
 AJ0642  HISTORY     - Date     Condition        Report By
 AJ0642  HISTORY     - 1943     MONUMENTED       CGS
 AJ0642
 AJ0642                          STATION DESCRIPTION
 AJ0642
 AJ0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0642'7.4 MI NW FROM PETROLEUM.
 AJ0642'TO REACH FROM THE PETROLEUM X-ROADS, PROCEED WESTERLY ON GRADED ROAD,
 AJ0642'GO 0.4 MILE.  TURN NORTHERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE, AND
 AJ0642'GO 7.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 2.6 MILES
 AJ0642'SOUTHEAST OF THOMPSONVILLE.  ABOUT 0.2 MILE EAST OF A CATTLEGUARD AND
 AJ0642'SHARP TURN IN THE ROAD.  22 FEET NORTH OF AND ABOUT THE SAME ELEVATION
 AJ0642'AS THE CENTERLINE OF THE ROAD.  2.5 FEET NORTH OF A 4 BY 4 INCH WOODEN
 AJ0642'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0023 ***********************************************************************
 BO0023  DESIGNATION -  E 78
 BO0023  PID         -  BO0023
 BO0023  STATE/COUNTY-  TX/EDWARDS
 BO0023  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0023
 BO0023                         *CURRENT SURVEY CONTROL
 BO0023  ___________________________________________________________________
 BO0023* NAD 83(1986)-  30 12 17.     (N)    100 04 29.     (W)     SCALED    
 BO0023* NAVD 88     -       651.654  (meters)    2137.97   (feet)  ADJUSTED  
 BO0023  ___________________________________________________________________
 BO0023  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0023  DYNAMIC HT  -         650.701 (meters)    2134.84  (feet)  COMP
 BO0023  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 BO0023
 BO0023  VERT ORDER  -  FIRST     CLASS II
 BO0023
 BO0023.The horizontal coordinates were scaled from a topographic map and have
 BO0023.an estimated accuracy of +/- 6 seconds.
 BO0023
 BO0023.The orthometric height was determined by differential leveling
 BO0023.and adjusted by the National Geodetic Survey in June 1991..
 BO0023
 BO0023.The geoid height was determined by GEOID03.
 BO0023
 BO0023.The dynamic height is computed by dividing the NAVD 88
 BO0023.geopotential number by the normal gravity value computed on the
 BO0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0023.degrees latitude (g = 980.6199 gals.).
 BO0023
 BO0023.The modeled gravity was interpolated from observed gravity values.
 BO0023
 BO0023;                    North         East    Units  Estimated Accuracy
 BO0023;SPC TXSC     - 4,263,300.      496,520.      MT  (+/- 180 meters Scaled)
 BO0023
 BO0023                          SUPERSEDED SURVEY CONTROL
 BO0023
 BO0023  NGVD 29 (??/??/92)  651.611  (m)         2137.83   (f) ADJ UNCH    1 2
 BO0023
 BO0023.Superseded values are not recommended for survey control.
 BO0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0023.See file dsdata.txt to determine how the superseded data were derived.
 BO0023
 BO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU965419(NAD 83)
 BO0023_MARKER: DB = BENCH MARK DISK
 BO0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0023_STAMPING: 2137.927 E 78 1931
 BO0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0023+STABILITY: SURFACE MOTION
 BO0023
 BO0023  HISTORY     - Date     Condition        Report By
 BO0023  HISTORY     - 1931     MONUMENTED       CGS
 BO0023  HISTORY     - 1971     GOOD             USGS
 BO0023
 BO0023                          STATION DESCRIPTION
 BO0023
 BO0023'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0023'16.5 MI N FROM ROCK SPRINGS.
 BO0023'FROM THE JUNCTION OF U.S. 377 AND TEX. 55 HIGHWAYS AWT EAST EDGE OF
 BO0023'ROCKSPRINGS PROCEED NORTH ON U.S. 377 FOR 1.9 MILES TO JCT. OF RANCH
 BO0023'ROAD, 2630 THENCE LEFT ALONG RANCH ROAD 2630 FOR 5.3 MILES TO END OF
 BO0023'PAVEMENT, CONTINUE ON GRAVEL ROAD 9.3 MILES TO BM ON RIGHT.  BM IS 27
 BO0023'FEET SOUTHEAST AND 15 FEET NORTHEAST OF CENTERLINE OF BUMPGATE AND IS
 BO0023'IN THE GATE OF A TRACK ROAD LEADING TO EIGHTEEN MILE WELL, 15 FT.
 BO0023'NORTHEAST OF A T-FENCE.  A STANDARD TABLET STAMPED AS ABOVE AND SET IN
 BO0023'CONCRETE POST PROJECTING ONE INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0675 ***********************************************************************
 AJ0675  DESIGNATION -  E 780
 AJ0675  PID         -  AJ0675
 AJ0675  STATE/COUNTY-  TX/JIM HOGG
 AJ0675  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0675
 AJ0675                         *CURRENT SURVEY CONTROL
 AJ0675  ___________________________________________________________________
 AJ0675* NAD 83(1986)-  27 16 21.     (N)    098 44 54.     (W)     SCALED    
 AJ0675* NAVD 88     -       192.552  (meters)     631.73   (feet)  POSTED    
 AJ0675  ___________________________________________________________________
 AJ0675  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AJ0675  DYNAMIC HT  -         192.240 (meters)     630.71  (feet)  COMP
 AJ0675  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 AJ0675
 AJ0675  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0675
 AJ0675.The horizontal coordinates were scaled from a topographic map and have
 AJ0675.an estimated accuracy of +/- 6 seconds.
 AJ0675
 AJ0675.The orthometric height was determined by differential leveling
 AJ0675.and adjusted by the National Geodetic Survey in 1992..
 AJ0675.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0675.rate of 0.0 thru 1.0 mm/km.
 AJ0675
 AJ0675.The geoid height was determined by GEOID03.
 AJ0675
 AJ0675.The dynamic height is computed by dividing the NAVD 88
 AJ0675.geopotential number by the normal gravity value computed on the
 AJ0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0675.degrees latitude (g = 980.6199 gals.).
 AJ0675
 AJ0675.The modeled gravity was interpolated from observed gravity values.
 AJ0675
 AJ0675;                    North         East    Units  Estimated Accuracy
 AJ0675;SPC TX S     - 5,177,940.      275,410.      MT  (+/- 180 meters Scaled)
 AJ0675
 AJ0675                          SUPERSEDED SURVEY CONTROL
 AJ0675
 AJ0675  NGVD 29 (??/??/92)  192.578  (m)          631.82   (f) ADJ UNCH    2 0
 AJ0675
 AJ0675.Superseded values are not recommended for survey control.
 AJ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0675.See file dsdata.txt to determine how the superseded data were derived.
 AJ0675
 AJ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR249166(NAD 83)
 AJ0675_MARKER: DB = BENCH MARK DISK
 AJ0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0675_STAMPING: E 780 1943
 AJ0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0675+STABILITY: SURFACE MOTION
 AJ0675
 AJ0675  HISTORY     - Date     Condition        Report By
 AJ0675  HISTORY     - 1943     MONUMENTED       CGS
 AJ0675  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0675
 AJ0675                          STATION DESCRIPTION
 AJ0675
 AJ0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0675'6.5 MI SW FROM HEBBRONVILLE.
 AJ0675'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0675'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0675'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO, GO 1.6 MILES.
 AJ0675'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 4.5 MILES TO
 AJ0675'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE NORTH OF A
 AJ0675'CATTLEGUARD.  18 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0675'CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER
 AJ0675'POST.  AND 1.0 FOOT EAST OF THE RIGHT OF WAY FENCE.
 AJ0675
 AJ0675                          STATION RECOVERY (1968)
 AJ0675
 AJ0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0557 ***********************************************************************
 AJ0557  DESIGNATION -  E 781
 AJ0557  PID         -  AJ0557
 AJ0557  STATE/COUNTY-  TX/JIM HOGG
 AJ0557  USGS QUAD   -  ALTA VISTA RANCH SW (1972)
 AJ0557
 AJ0557                         *CURRENT SURVEY CONTROL
 AJ0557  ___________________________________________________________________
 AJ0557* NAD 83(1986)-  27 01 57.     (N)    098 43 26.     (W)     SCALED    
 AJ0557* NAVD 88     -       168.662  (meters)     553.35   (feet)  ADJUSTED  
 AJ0557  ___________________________________________________________________
 AJ0557  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AJ0557  DYNAMIC HT  -         168.387 (meters)     552.45  (feet)  COMP
 AJ0557  MODELED GRAV-     979,016.0   (mgal)                       NAVD 88
 AJ0557
 AJ0557  VERT ORDER  -  SECOND    CLASS 0
 AJ0557
 AJ0557.The horizontal coordinates were scaled from a topographic map and have
 AJ0557.an estimated accuracy of +/- 6 seconds.
 AJ0557
 AJ0557.The orthometric height was determined by differential leveling
 AJ0557.and adjusted by the National Geodetic Survey in June 1991..
 AJ0557
 AJ0557.The geoid height was determined by GEOID03.
 AJ0557
 AJ0557.The dynamic height is computed by dividing the NAVD 88
 AJ0557.geopotential number by the normal gravity value computed on the
 AJ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0557.degrees latitude (g = 980.6199 gals.).
 AJ0557
 AJ0557.The modeled gravity was interpolated from observed gravity values.
 AJ0557
 AJ0557;                    North         East    Units  Estimated Accuracy
 AJ0557;SPC TX S     - 5,151,340.      277,790.      MT  (+/- 180 meters Scaled)
 AJ0557
 AJ0557                          SUPERSEDED SURVEY CONTROL
 AJ0557
 AJ0557  NGVD 29 (??/??/92)  168.696  (m)          553.46   (f) ADJ UNCH    2 0
 AJ0557
 AJ0557.Superseded values are not recommended for survey control.
 AJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0557.See file dsdata.txt to determine how the superseded data were derived.
 AJ0557
 AJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ273900(NAD 83)
 AJ0557_MARKER: DB = BENCH MARK DISK
 AJ0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0557_STAMPING: E 781 1943
 AJ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0557+STABILITY: SURFACE MOTION
 AJ0557
 AJ0557  HISTORY     - Date     Condition        Report By
 AJ0557  HISTORY     - 1943     MONUMENTED       CGS
 AJ0557
 AJ0557                          STATION DESCRIPTION
 AJ0557
 AJ0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0557'3.7 MI E FROM SAN PABLO RANCH.
 AJ0557'TO REACH FROM THE SAN PABLO RANCH HEADQUARTERS, PROCEED SOUTHEASTERLY
 AJ0557'ON TRACK ROAD TO THE PALANGANA RANCH, GO 1.9 MILES TO A FORK IN THE
 AJ0557'ROAD.  TAKE LEFT FORK AND CONTINUE EASTERLY AND GO 1.8 MILES TO SITE
 AJ0557'OF BENCH MARK.  BENCH MARK IS 18 FEET NORTH OF AND ABOUT THE SAME
 AJ0557'ELEVATION AS THE CENTERLINE OF THE ROAD.  12 FEET SOUTH OF A DIM TRACK
 AJ0557'ROAD PARALLELING THE MAIN ROAD.  AND 3.0 FEET WEST OF A 4 BY 4 INCH
 AJ0557'WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0535 ***********************************************************************
 AJ0535  DESIGNATION -  E 782
 AJ0535  PID         -  AJ0535
 AJ0535  STATE/COUNTY-  TX/JIM HOGG
 AJ0535  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0535
 AJ0535                         *CURRENT SURVEY CONTROL
 AJ0535  ___________________________________________________________________
 AJ0535* NAD 83(1986)-  27 07 35.     (N)    098 35 24.     (W)     SCALED    
 AJ0535* NAVD 88     -       138.613  (meters)     454.77   (feet)  ADJUSTED  
 AJ0535  ___________________________________________________________________
 AJ0535  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AJ0535  DYNAMIC HT  -         138.391 (meters)     454.04  (feet)  COMP
 AJ0535  MODELED GRAV-     979,038.2   (mgal)                       NAVD 88
 AJ0535
 AJ0535  VERT ORDER  -  SECOND    CLASS 0
 AJ0535
 AJ0535.The horizontal coordinates were scaled from a topographic map and have
 AJ0535.an estimated accuracy of +/- 6 seconds.
 AJ0535
 AJ0535.The orthometric height was determined by differential leveling
 AJ0535.and adjusted by the National Geodetic Survey in June 1991..
 AJ0535
 AJ0535.The geoid height was determined by GEOID03.
 AJ0535
 AJ0535.The dynamic height is computed by dividing the NAVD 88
 AJ0535.geopotential number by the normal gravity value computed on the
 AJ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0535.degrees latitude (g = 980.6199 gals.).
 AJ0535
 AJ0535.The modeled gravity was interpolated from observed gravity values.
 AJ0535
 AJ0535;                    North         East    Units  Estimated Accuracy
 AJ0535;SPC TX S     - 5,161,730.      291,080.      MT  (+/- 180 meters Scaled)
 AJ0535
 AJ0535                          SUPERSEDED SURVEY CONTROL
 AJ0535
 AJ0535  NGVD 29 (??/??/92)  138.643  (m)          454.86   (f) ADJ UNCH    2 0
 AJ0535
 AJ0535.Superseded values are not recommended for survey control.
 AJ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0535.See file dsdata.txt to determine how the superseded data were derived.
 AJ0535
 AJ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR406005(NAD 83)
 AJ0535_MARKER: DB = BENCH MARK DISK
 AJ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0535_STAMPING: E 782 1943
 AJ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0535+STABILITY: SURFACE MOTION
 AJ0535
 AJ0535  HISTORY     - Date     Condition        Report By
 AJ0535  HISTORY     - 1943     MONUMENTED       CGS
 AJ0535
 AJ0535                          STATION DESCRIPTION
 AJ0535
 AJ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0535'14.9 MI SE FROM HEBBRONVILLE.
 AJ0535'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0535'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 1.2
 AJ0535'MILES.  TURN SOUTHEASTERLY (RIGHT) ONTO THE ROAD TO AGUA NUEVA AND GO
 AJ0535'13.7 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 100 FEET NORTH
 AJ0535'OF WHERE THE ROAD CROSSES A SMALL RIDGE.  24 FEET WEST OF AND ABOUT
 AJ0535'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A
 AJ0535'4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT EAST OF THE RIGHT OF WAY
 AJ0535'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0610 ***********************************************************************
 AJ0610  DESIGNATION -  E 783
 AJ0610  PID         -  AJ0610
 AJ0610  STATE/COUNTY-  TX/JIM HOGG
 AJ0610  USGS QUAD   -  SAN PABLO RANCH (1972)
 AJ0610
 AJ0610                         *CURRENT SURVEY CONTROL
 AJ0610  ___________________________________________________________________
 AJ0610* NAD 83(1986)-  27 02 19.     (N)    098 49 27.     (W)     SCALED    
 AJ0610* NAVD 88     -       217.277  (meters)     712.85   (feet)  ADJUSTED  
 AJ0610  ___________________________________________________________________
 AJ0610  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AJ0610  DYNAMIC HT  -         216.922 (meters)     711.68  (feet)  COMP
 AJ0610  MODELED GRAV-     979,009.3   (mgal)                       NAVD 88
 AJ0610
 AJ0610  VERT ORDER  -  SECOND    CLASS 0
 AJ0610
 AJ0610.The horizontal coordinates were scaled from a topographic map and have
 AJ0610.an estimated accuracy of +/- 6 seconds.
 AJ0610
 AJ0610.The orthometric height was determined by differential leveling
 AJ0610.and adjusted by the National Geodetic Survey in June 1991..
 AJ0610
 AJ0610.The geoid height was determined by GEOID03.
 AJ0610
 AJ0610.The dynamic height is computed by dividing the NAVD 88
 AJ0610.geopotential number by the normal gravity value computed on the
 AJ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0610.degrees latitude (g = 980.6199 gals.).
 AJ0610
 AJ0610.The modeled gravity was interpolated from observed gravity values.
 AJ0610
 AJ0610;                    North         East    Units  Estimated Accuracy
 AJ0610;SPC TX S     - 5,152,040.      267,840.      MT  (+/- 180 meters Scaled)
 AJ0610
 AJ0610                          SUPERSEDED SURVEY CONTROL
 AJ0610
 AJ0610  NGVD 29 (??/??/92)  217.289  (m)          712.89   (f) ADJ UNCH    2 0
 AJ0610
 AJ0610.Superseded values are not recommended for survey control.
 AJ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0610.See file dsdata.txt to determine how the superseded data were derived.
 AJ0610
 AJ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ174907(NAD 83)
 AJ0610_MARKER: DB = BENCH MARK DISK
 AJ0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0610_STAMPING: E 783 1943
 AJ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0610+STABILITY: SURFACE MOTION
 AJ0610
 AJ0610  HISTORY     - Date     Condition        Report By
 AJ0610  HISTORY     - 1943     MONUMENTED       CGS
 AJ0610  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0610
 AJ0610                          STATION DESCRIPTION
 AJ0610
 AJ0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0610'5.8 MI SE FROM RANDADO.
 AJ0610'TO REACH FROM THE SCHOOL AT RANDADO PROCEED EASTERLY ON THE ROAD TO
 AJ0610'HEBBRONVILLE, GO 3.8 MILES TO A SHARP TURN TO THE NORTH.  TURN
 AJ0610'SOUTHERLY (RIGHT) ONTO THE ROAD TO THE T. T. EAST RANCH AND GO 2.0
 AJ0610'MILES TO SITE OF BENCH MARK.  BENCH MARK IS 20 FEET EAST OF AND ABOUT
 AJ0610'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A
 AJ0610'4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT WEST OF A FENCE.
 AJ0610
 AJ0610                          STATION RECOVERY (1972)
 AJ0610
 AJ0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1316 ***********************************************************************
 AX1316  DESIGNATION -  E 784
 AX1316  PID         -  AX1316
 AX1316  STATE/COUNTY-  TX/BASTROP
 AX1316  USGS QUAD   -  ROSANKY (1981)
 AX1316
 AX1316                         *CURRENT SURVEY CONTROL
 AX1316  ___________________________________________________________________
 AX1316* NAD 83(1986)-  29 55 44.     (N)    097 17 38.     (W)     SCALED    
 AX1316* NAVD 88     -       154.91   (+/-2cm)     508.2    (feet)  VERTCON   
 AX1316  ___________________________________________________________________
 AX1316  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AX1316
 AX1316  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1316
 AX1316.The horizontal coordinates were scaled from a topographic map and have
 AX1316.an estimated accuracy of +/- 6 seconds.
 AX1316
 AX1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1316.The vertical order pertains to the NGVD 29 superseded value.
 AX1316
 AX1316.The geoid height was determined by GEOID03.
 AX1316
 AX1316;                    North         East    Units  Estimated Accuracy
 AX1316;SPC TX C     - 3,033,080.      993,450.      MT  (+/- 180 meters Scaled)
 AX1316
 AX1316                          SUPERSEDED SURVEY CONTROL
 AX1316
 AX1316  NGVD 29 (??/??/92)  154.851  (m)          508.04   (f) ADJ UNCH    1 2
 AX1316
 AX1316.Superseded values are not recommended for survey control.
 AX1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1316.See file dsdata.txt to determine how the superseded data were derived.
 AX1316
 AX1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU646121(NAD 83)
 AX1316_MARKER: DB = BENCH MARK DISK
 AX1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1316_STAMPING: E 784 1943
 AX1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1316+STABILITY: SURFACE MOTION
 AX1316
 AX1316  HISTORY     - Date     Condition        Report By
 AX1316  HISTORY     - 1943     MONUMENTED       CGS
 AX1316
 AX1316                          STATION DESCRIPTION
 AX1316
 AX1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1316'IN ROSANKY.
 AX1316'AT ROSANKY, 90 FEET NORTHWEST OF THE MISSOURI-KANSAS-TEXAS RAILROAD
 AX1316'STATION, 90 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 9 FEET
 AX1316'SOUTH OF A LARGE OAK TREE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AX1316'AND LEVEL WITH THE MAIN TRACK.  A STANDARD DISK, STAMPED E 784 1943
 AX1316'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE
 AX1316'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2125 ***********************************************************************
 AX2125  DESIGNATION -  E 785
 AX2125  PID         -  AX2125
 AX2125  STATE/COUNTY-  TX/CALDWELL
 AX2125  USGS QUAD   -  DALE (1981)
 AX2125
 AX2125                         *CURRENT SURVEY CONTROL
 AX2125  ___________________________________________________________________
 AX2125* NAD 83(1986)-  29 54 51.     (N)    097 36 29.     (W)     SCALED    
 AX2125* NAVD 88     -       143.56   (+/-2cm)     471.0    (feet)  VERTCON   
 AX2125  ___________________________________________________________________
 AX2125  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2125
 AX2125  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2125
 AX2125.The horizontal coordinates were scaled from a topographic map and have
 AX2125.an estimated accuracy of +/- 6 seconds.
 AX2125
 AX2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2125.The vertical order pertains to the NGVD 29 superseded value.
 AX2125
 AX2125.The geoid height was determined by GEOID03.
 AX2125
 AX2125;                    North         East    Units  Estimated Accuracy
 AX2125;SPC TXSC     - 4,231,420.      734,400.      MT  (+/- 180 meters Scaled)
 AX2125
 AX2125                          SUPERSEDED SURVEY CONTROL
 AX2125
 AX2125  NGVD 29 (??/??/92)  143.480  (m)          470.73   (f) ADJ UNCH    1 2
 AX2125
 AX2125.Superseded values are not recommended for survey control.
 AX2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2125.See file dsdata.txt to determine how the superseded data were derived.
 AX2125
 AX2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU343100(NAD 83)
 AX2125_MARKER: DB = BENCH MARK DISK
 AX2125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2125_SP_SET: CULVERT
 AX2125_STAMPING: E 785 1943
 AX2125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2125
 AX2125  HISTORY     - Date     Condition        Report By
 AX2125  HISTORY     - 1943     MONUMENTED       CGS
 AX2125  HISTORY     - 1959     GOOD             NGS
 AX2125
 AX2125                          STATION DESCRIPTION
 AX2125
 AX2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2125'2.8 MI W FROM DALE.
 AX2125'2.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2125'STATION AT DALE, 0.3 MILE EAST OF MILEPOST 32, AT A LARGE CONCRETE
 AX2125'CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL, 20 FEET
 AX2125'SOUTH OF THE CENTERLINE OF THE TRACK, AND 4 FEET LOWER THAN THE TRACK.
 AX2125'A STANDARD DISK, STAMPED E 785 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2154 ***********************************************************************
 AX2154  DESIGNATION -  E 786
 AX2154  PID         -  AX2154
 AX2154  STATE/COUNTY-  TX/HAYS
 AX2154  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX2154
 AX2154                         *CURRENT SURVEY CONTROL
 AX2154  ___________________________________________________________________
 AX2154* NAD 83(1986)-  29 53 05.     (N)    097 55 16.     (W)     SCALED    
 AX2154* NAVD 88     -       180.729  (meters)     592.94   (feet)  ADJUSTED  
 AX2154  ___________________________________________________________________
 AX2154  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AX2154  DYNAMIC HT  -         180.473 (meters)     592.10  (feet)  COMP
 AX2154  MODELED GRAV-     979,227.1   (mgal)                       NAVD 88
 AX2154
 AX2154  VERT ORDER  -  FIRST     CLASS II
 AX2154
 AX2154.The horizontal coordinates were scaled from a topographic map and have
 AX2154.an estimated accuracy of +/- 6 seconds.
 AX2154
 AX2154.The orthometric height was determined by differential leveling
 AX2154.and adjusted by the National Geodetic Survey in June 1991..
 AX2154
 AX2154.The geoid height was determined by GEOID03.
 AX2154
 AX2154.The dynamic height is computed by dividing the NAVD 88
 AX2154.geopotential number by the normal gravity value computed on the
 AX2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2154.degrees latitude (g = 980.6199 gals.).
 AX2154
 AX2154.The modeled gravity was interpolated from observed gravity values.
 AX2154
 AX2154;                    North         East    Units  Estimated Accuracy
 AX2154;SPC TXSC     - 4,227,830.      704,210.      MT  (+/- 180 meters Scaled)
 AX2154
 AX2154                          SUPERSEDED SURVEY CONTROL
 AX2154
 AX2154  NGVD 29 (??/??/92)  180.221  (m)          591.28   (f) ADJ UNCH    1 2
 AX2154
 AX2154.Superseded values are not recommended for survey control.
 AX2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2154.See file dsdata.txt to determine how the superseded data were derived.
 AX2154
 AX2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU041065(NAD 83)
 AX2154_MARKER: DB = BENCH MARK DISK
 AX2154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2154_SP_SET: CULVERT
 AX2154_STAMPING: E 786 1943
 AX2154_MARK LOGO: CGS   
 AX2154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2154
 AX2154  HISTORY     - Date     Condition        Report By
 AX2154  HISTORY     - 1943     MONUMENTED       CGS
 AX2154  HISTORY     - 1959     GOOD             NGS
 AX2154  HISTORY     - 1980     GOOD             NGS
 AX2154  HISTORY     - 19910828 POOR             USPSQD
 AX2154  HISTORY     - 19930808 POOR             USPSQD
 AX2154  HISTORY     - 19990925 POOR             USPSQD
 AX2154  HISTORY     - 20020928 POOR             USPSQD
 AX2154
 AX2154                          STATION DESCRIPTION
 AX2154
 AX2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2154'1.5 MI NE FROM SAN MARCOS.
 AX2154'1.5 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2154'STATION AT SAN MARCOS, AT THE CROSSING OF U.S. HIGHWAY 81, 25 FEET
 AX2154'NORTH OF THE CENTERLINE OF THE TRACK, AT A CONCRETE CULVERT UNDER THE
 AX2154'HIGHWAY, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL, 28
 AX2154'FEET SOUTHWEAST OF THE CENTERLINE OF THE HIGHWAY, AND PROJECTS ABOUT 1
 AX2154'FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED E 786 1943.
 AX2154
 AX2154                          STATION RECOVERY (1980)
 AX2154
 AX2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX2154'IN SAN MARCOS, AT THE CROSSING OF THE MISSOURI KANSAS AND TEXAS
 AX2154'RAILROAD AND THE WEST FRONTAGE ROAD OF INTERSTATE 35, 0.3 KM (0.2 MI)
 AX2154'NORTH OF INTERSTATE EXIT 204 B, IN TOP OF THE NORTHEAST END OF THE
 AX2154'SOUTHEAST HEADWALL OF A 75-CM CONCRETE CULVERT UNDER THE FRONTAGE
 AX2154'ROAD, 2.9 METERS (9.5 FT) EAST OF THE EAST CURB OF THE FRONTAGE ROAD,
 AX2154'7.0 METERS (23.0 FT) NORTH OF THE NORTH RAIL, 5.8 METERS (19.0 FT)
 AX2154'NORTH-NORTHWEST OF A GUYED POWERLINE POLE, 17.8 METERS (58.5 FT) NORTH
 AX2154'OF RAILROAD SIGNAL NUMBER 10772.
 AX2154'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD..
 AX2154
 AX2154                          STATION RECOVERY (1991)
 AX2154
 AX2154'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2154'MARK RECOVERED IN POOR CONDITION.
 AX2154
 AX2154                          STATION RECOVERY (1993)
 AX2154
 AX2154'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2154'MARK RECOVERED IN POOR CONDITION.
 AX2154
 AX2154                          STATION RECOVERY (1999)
 AX2154
 AX2154'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2154'MARK RECOVERED IN POOR CONDITION.
 AX2154
 AX2154                          STATION RECOVERY (2002)
 AX2154
 AX2154'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 AX2154'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2247 ***********************************************************************
 AX2247  DESIGNATION -  E 788
 AX2247  PID         -  AX2247
 AX2247  STATE/COUNTY-  TX/GUADALUPE
 AX2247  USGS QUAD   -  KINGSBURY (1994)
 AX2247
 AX2247                         *CURRENT SURVEY CONTROL
 AX2247  ___________________________________________________________________
 AX2247* NAD 83(1986)-  29 44 02.     (N)    097 48 15.     (W)     SCALED    
 AX2247* NAVD 88     -       131.36   (+/-2cm)     431.0    (feet)  VERTCON   
 AX2247  ___________________________________________________________________
 AX2247  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AX2247
 AX2247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2247
 AX2247.The horizontal coordinates were scaled from a topographic map and have
 AX2247.an estimated accuracy of +/- 6 seconds.
 AX2247
 AX2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2247.The vertical order pertains to the NGVD 29 superseded value.
 AX2247
 AX2247.The geoid height was determined by GEOID03.
 AX2247
 AX2247;                    North         East    Units  Estimated Accuracy
 AX2247;SPC TXSC     - 4,211,230.      715,670.      MT  (+/- 180 meters Scaled)
 AX2247
 AX2247                          SUPERSEDED SURVEY CONTROL
 AX2247
 AX2247  NGVD 29 (??/??/92)  131.294  (m)          430.75   (f) ADJ UNCH    2 0
 AX2247
 AX2247.Superseded values are not recommended for survey control.
 AX2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2247.See file dsdata.txt to determine how the superseded data were derived.
 AX2247
 AX2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT156898(NAD 83)
 AX2247_MARKER: DB = BENCH MARK DISK
 AX2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2247_SP_SET: CONCRETE POST
 AX2247_STAMPING: E 788 1943
 AX2247_MARK LOGO: CGS   
 AX2247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2247+STABILITY: SURFACE MOTION
 AX2247
 AX2247  HISTORY     - Date     Condition        Report By
 AX2247  HISTORY     - 1943     MONUMENTED       CGS
 AX2247  HISTORY     - 1959     GOOD             DOD
 AX2247  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2247  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2247  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2247
 AX2247                          STATION DESCRIPTION
 AX2247
 AX2247'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2247'4 MI SE FROM STAPLES.
 AX2247'4.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE TOWN WATER TANK AT
 AX2247'STAPLES, GUADALUPE COUNTY, AT A T-ROAD JUNCTION, 21 FEET EAST OF THE
 AX2247'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 15 FEET SOUTH OF THE EXTENDED
 AX2247'CENTERLINE OF THE EAST-AND-WEST ROAD, 6 FEET SOUTH OF A FENCE CORNER,
 AX2247'2 FEET EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN
 AX2247'WITNESS POST, AND LEVEL WITH THE MAIN ROAD.  NOTE-- THE MARK IS 196
 AX2247'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF A LONE TREE, 100 FEET
 AX2247'NORTHEAST OF THE CENTERLINE OF THE NORTHEAST-AND-SOUTHWEST ROAD AT THE
 AX2247'NORTHWEST-AND-SOUTHEAST DRAIN, 47 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 AX2247'EDGE OF A TREE, AND 34 FEET NORTHWEST OF THE NORTHWEST EDGE OF ANOTHER
 AX2247'TREE.
 AX2247
 AX2247                          STATION RECOVERY (1988)
 AX2247
 AX2247'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2247'MARK NOT FOUND.
 AX2247
 AX2247                          STATION RECOVERY (1993)
 AX2247
 AX2247'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2247'MARK NOT FOUND.
 AX2247
 AX2247                          STATION RECOVERY (1993)
 AX2247
 AX2247'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2193 ***********************************************************************
 AX2193  DESIGNATION -  E 789
 AX2193  PID         -  AX2193
 AX2193  STATE/COUNTY-  TX/CALDWELL
 AX2193  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2193
 AX2193                         *CURRENT SURVEY CONTROL
 AX2193  ___________________________________________________________________
 AX2193* NAD 83(1986)-  29 48 09.     (N)    097 37 32.     (W)     SCALED    
 AX2193* NAVD 88     -       143.94   (+/-2cm)     472.2    (feet)  VERTCON   
 AX2193  ___________________________________________________________________
 AX2193  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2193
 AX2193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2193
 AX2193.The horizontal coordinates were scaled from a topographic map and have
 AX2193.an estimated accuracy of +/- 6 seconds.
 AX2193
 AX2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2193.The vertical order pertains to the NGVD 29 superseded value.
 AX2193
 AX2193.The geoid height was determined by GEOID03.
 AX2193
 AX2193;                    North         East    Units  Estimated Accuracy
 AX2193;SPC TXSC     - 4,219,020.      732,860.      MT  (+/- 180 meters Scaled)
 AX2193
 AX2193                          SUPERSEDED SURVEY CONTROL
 AX2193
 AX2193  NGVD 29 (??/??/92)  143.869  (m)          472.01   (f) ADJ UNCH    2 0
 AX2193
 AX2193.Superseded values are not recommended for survey control.
 AX2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2193.See file dsdata.txt to determine how the superseded data were derived.
 AX2193
 AX2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT328976(NAD 83)
 AX2193_MARKER: DB = BENCH MARK DISK
 AX2193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2193_SP_SET: BRIDGE
 AX2193_STAMPING: E 789 1943
 AX2193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2193
 AX2193  HISTORY     - Date     Condition        Report By
 AX2193  HISTORY     - 1943     MONUMENTED       CGS
 AX2193  HISTORY     - 1959     GOOD             NGS
 AX2193  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2193  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2193
 AX2193                          STATION DESCRIPTION
 AX2193
 AX2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2193'5.2 MI NE FROM JOLIET.
 AX2193'5.2 MILES NORTHEAST OF JOLIET, CALDWELL COUNTY.  THIS BENCH MARK MAY
 AX2193'BE REACHED FROM THE GRADE SCHOOL BY GOING 0.5 MILE NORTH ALONG STATE
 AX2193'HIGHWAY 29, TURN RIGHT AND GO 1.4 MILES NORTHEAST ALONG A GRADED DIRT
 AX2193'ROAD, TURN RIGHT AND GO 0.2 MILE SOUTH, TURN LEFT AND GO 2.8 MILES
 AX2193'NORTHEAST TO THE INTERSECTION OF A PAVED ROAD, AND TURN RIGHT AND GO
 AX2193'0.3 MILE SOUTH ALONG THE PAVED ROAD.  IT IS AT A SMALL CONCRETE
 AX2193'BRIDGE, IN THE TOP OF THE SOUTHWEST WING WALL, 12 FEET SOUTH OF THE
 AX2193'CENTERLINE OF THE ROAD, AND ABOUT 1-1/2 FEET LOWER THAN THE ROAD.
 AX2193'NOTE-- THE MARK IS 153 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AX2193'HOUSE, AND 139 FEET WEST OF A ROAD INTERSECTION.
 AX2193
 AX2193                          STATION RECOVERY (1990)
 AX2193
 AX2193'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2193'MARK NOT FOUND.
 AX2193
 AX2193                          STATION RECOVERY (1993)
 AX2193
 AX2193'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0193 ***********************************************************************
 AZ0193  DESIGNATION -  E 79
 AZ0193  PID         -  AZ0193
 AZ0193  STATE/COUNTY-  TX/EDWARDS
 AZ0193  USGS QUAD   -  CARTA VALLEY SE (1978)
 AZ0193
 AZ0193                         *CURRENT SURVEY CONTROL
 AZ0193  ___________________________________________________________________
 AZ0193* NAD 83(1986)-  29 50 45.     (N)    100 33 29.     (W)     SCALED    
 AZ0193* NAVD 88     -       688.511  (meters)    2258.89   (feet)  ADJUSTED  
 AZ0193  ___________________________________________________________________
 AZ0193  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 AZ0193  DYNAMIC HT  -         687.484 (meters)    2255.52  (feet)  COMP
 AZ0193  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 AZ0193
 AZ0193  VERT ORDER  -  FIRST     CLASS II
 AZ0193
 AZ0193.The horizontal coordinates were scaled from a topographic map and have
 AZ0193.an estimated accuracy of +/- 6 seconds.
 AZ0193
 AZ0193.The orthometric height was determined by differential leveling
 AZ0193.and adjusted by the National Geodetic Survey in June 1991..
 AZ0193
 AZ0193.The geoid height was determined by GEOID03.
 AZ0193
 AZ0193.The dynamic height is computed by dividing the NAVD 88
 AZ0193.geopotential number by the normal gravity value computed on the
 AZ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0193.degrees latitude (g = 980.6199 gals.).
 AZ0193
 AZ0193.The modeled gravity was interpolated from observed gravity values.
 AZ0193
 AZ0193;                    North         East    Units  Estimated Accuracy
 AZ0193;SPC TXSC     - 4,224,040.      449,460.      MT  (+/- 180 meters Scaled)
 AZ0193
 AZ0193                          SUPERSEDED SURVEY CONTROL
 AZ0193
 AZ0193  NGVD 29 (??/??/92)  688.440  (m)         2258.66   (f) ADJ UNCH    1 2
 AZ0193
 AZ0193.Superseded values are not recommended for survey control.
 AZ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0193.See file dsdata.txt to determine how the superseded data were derived.
 AZ0193
 AZ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU494027(NAD 83)
 AZ0193_MARKER: DB = BENCH MARK DISK
 AZ0193_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0193_SP_SET: ROCK
 AZ0193_STAMPING: 2258.657 E 79 1931
 AZ0193_MARK LOGO: CGS   
 AZ0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0193+STABILITY: POSITION/ELEVATION WELL
 AZ0193
 AZ0193  HISTORY     - Date     Condition        Report By
 AZ0193  HISTORY     - 1931     MONUMENTED       CGS
 AZ0193  HISTORY     - 1981     GOOD             NGS
 AZ0193
 AZ0193                          STATION DESCRIPTION
 AZ0193
 AZ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AZ0193'9.3 MI NE FROM CARTA VALLEY.
 AZ0193'9.3 MILES NORTHEAST ALONG STATE HIGHWAY 41 FROM CARTA VALLEY, EDWARDS
 AZ0193'COUNTY, ON A SMALL HILL, 50 FEET WEST OF A ROAD LEADING TO A RANCH
 AZ0193'HOUSE, 50 FEET SOUTHWEST OF A BUMPER GATE, 50 FEET SOUTH OF THE
 AZ0193'HIGHWAY, 20 FEET SOUTH OF A FENCE, AND IN ROCK.  A STANDARD DISK,
 AZ0193'STAMPED 2258.657 E 79 1931.
 AZ0193
 AZ0193                          STATION RECOVERY (1981)
 AZ0193
 AZ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0193'48.2 KM (29.95 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0193'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN THE NORTHEAST END OF
 AZ0193'AN 18 BY 40 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 79.6 METERS (261.2
 AZ0193'FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING EAST TO THE
 AZ0193'BROKEN T RANCH, 29.9 METERS (98.1 FT) EAST-SOUTHEAST OF THE CENTERLINE
 AZ0193'OF THE HIGHWAY AND 6.5 METERS (21.3 FT) EAST-SOUTHEAST OF A FENCE.
 AZ0193'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 AZ0193'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2174 ***********************************************************************
 AX2174  DESIGNATION -  E 790
 AX2174  PID         -  AX2174
 AX2174  STATE/COUNTY-  TX/CALDWELL
 AX2174  USGS QUAD   -  MC MAHAN (1981)
 AX2174
 AX2174                         *CURRENT SURVEY CONTROL
 AX2174  ___________________________________________________________________
 AX2174* NAD 83(1986)-  29 51 18.     (N)    097 30 17.     (W)     SCALED    
 AX2174* NAVD 88     -       148.51   (+/-2cm)     487.2    (feet)  VERTCON   
 AX2174  ___________________________________________________________________
 AX2174  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2174
 AX2174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2174
 AX2174.The horizontal coordinates were scaled from a topographic map and have
 AX2174.an estimated accuracy of +/- 6 seconds.
 AX2174
 AX2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2174.The vertical order pertains to the NGVD 29 superseded value.
 AX2174
 AX2174.The geoid height was determined by GEOID03.
 AX2174
 AX2174;                    North         East    Units  Estimated Accuracy
 AX2174;SPC TXSC     - 4,224,980.      744,470.      MT  (+/- 180 meters Scaled)
 AX2174
 AX2174                          SUPERSEDED SURVEY CONTROL
 AX2174
 AX2174  NGVD 29 (??/??/92)  148.442  (m)          487.01   (f) ADJ UNCH    2 0
 AX2174
 AX2174.Superseded values are not recommended for survey control.
 AX2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2174.See file dsdata.txt to determine how the superseded data were derived.
 AX2174
 AX2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU444036(NAD 83)
 AX2174_MARKER: DB = BENCH MARK DISK
 AX2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2174_STAMPING: E 790 1943
 AX2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2174+STABILITY: SURFACE MOTION
 AX2174
 AX2174  HISTORY     - Date     Condition        Report By
 AX2174  HISTORY     - 1943     MONUMENTED       CGS
 AX2174  HISTORY     - 1950     GOOD             NGS
 AX2174  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2174  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2174
 AX2174                          STATION DESCRIPTION
 AX2174
 AX2174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AX2174'1 MI E FROM MCMAHAN.
 AX2174'1.0 MILE EAST ALONG A GRADED ROAD LEADING TO DELHI FROM THE POST
 AX2174'OFFICE AT MCMAHAN, CALDWELL COUNTY, 0.2 MILE EAST OF A LARGE HOUSE ON
 AX2174'THE NORTH SIDE OF THE ROAD, 0.1 MILE WEST OF A ROAD CURVE, ON THE WEST
 AX2174'SLOPE OF A LOW GRADE, 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1
 AX2174'FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN
 AX2174'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 AX2174'STAMPED E 790 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX2174'0.6 FOOT ABOVE GROUND.  NOTE-- THE MARK IS STILL INTACT AFTER THE
 AX2174'FARM-TO-MARKET ROAD WAS BUILT.
 AX2174
 AX2174                          STATION RECOVERY (1963)
 AX2174
 AX2174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX2174'MARK NOT FOUND.
 AX2174
 AX2174                          STATION RECOVERY (1999)
 AX2174
 AX2174'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1187 ***********************************************************************
 AE1187  DESIGNATION -  E 791
 AE1187  PID         -  AE1187
 AE1187  STATE/COUNTY-  TX/ZAPATA
 AE1187  USGS QUAD   -  ARROYO VELENO (1980)
 AE1187
 AE1187                         *CURRENT SURVEY CONTROL
 AE1187  ___________________________________________________________________
 AE1187* NAD 83(1986)-  26 56 35.     (N)    099 12 58.     (W)     SCALED    
 AE1187* NAVD 88     -       108.228  (meters)     355.08   (feet)  ADJUSTED  
 AE1187  ___________________________________________________________________
 AE1187  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AE1187  DYNAMIC HT  -         108.053 (meters)     354.50  (feet)  COMP
 AE1187  MODELED GRAV-     979,030.4   (mgal)                       NAVD 88
 AE1187
 AE1187  VERT ORDER  -  SECOND    CLASS 0
 AE1187
 AE1187.The horizontal coordinates were scaled from a topographic map and have
 AE1187.an estimated accuracy of +/- 6 seconds.
 AE1187
 AE1187.The orthometric height was determined by differential leveling
 AE1187.and adjusted by the National Geodetic Survey in June 1991..
 AE1187
 AE1187.The geoid height was determined by GEOID03.
 AE1187
 AE1187.The dynamic height is computed by dividing the NAVD 88
 AE1187.geopotential number by the normal gravity value computed on the
 AE1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1187.degrees latitude (g = 980.6199 gals.).
 AE1187
 AE1187.The modeled gravity was interpolated from observed gravity values.
 AE1187
 AE1187;                    North         East    Units  Estimated Accuracy
 AE1187;SPC TX S     - 5,141,620.      228,900.      MT  (+/- 180 meters Scaled)
 AE1187
 AE1187                          SUPERSEDED SURVEY CONTROL
 AE1187
 AE1187  NGVD 29 (??/??/92)  108.28   (m)          355.2    (f) COMPUTED    2 0
 AE1187
 AE1187.Superseded values are not recommended for survey control.
 AE1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1187.See file dsdata.txt to determine how the superseded data were derived.
 AE1187
 AE1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ785801(NAD 83)
 AE1187_MARKER: DB = BENCH MARK DISK
 AE1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1187_STAMPING: E 791 1943
 AE1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1187+STABILITY: SURFACE MOTION
 AE1187
 AE1187  HISTORY     - Date     Condition        Report By
 AE1187  HISTORY     - 1943     MONUMENTED       CGS
 AE1187
 AE1187                          STATION DESCRIPTION
 AE1187
 AE1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1187'8.1 MI NE FROM ZAPATA.
 AE1187'TO REACH FROM THE INTERSECTION OF THE HEBBRONVILLE ROAD AND U.S.
 AE1187'HIGHWAY NO. 83, (0.3 MILE EAST OF THE COURT HOUSE AT ZAPATA) PROCEED
 AE1187'7.8 MILES NORTHEAST ALONG THE HEBBRONVILLE ROAD TO SITE OF BENCH MARK.
 AE1187'BENCH MARK IS 0.05 MILE NORTHEAST OF THE INTERSECTION OF A DIRT ROAD
 AE1187'LEADING NORTHWEST, AND AT THE TOP OF A HILL.  IT IS 28.5 FEET
 AE1187'SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.
 AE1187'MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AE1187'AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0860 ***********************************************************************
 AE0860  DESIGNATION -  E 792
 AE0860  PID         -  AE0860
 AE0860  STATE/COUNTY-  TX/STARR
 AE0860  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0860
 AE0860                         *CURRENT SURVEY CONTROL
 AE0860  ___________________________________________________________________
 AE0860* NAD 83(1986)-  26 46 25.     (N)    098 30 59.     (W)     SCALED    
 AE0860* NAVD 88     -       104.127  (meters)     341.62   (feet)  ADJUSTED  
 AE0860  ___________________________________________________________________
 AE0860  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AE0860  DYNAMIC HT  -         103.957 (meters)     341.07  (feet)  COMP
 AE0860  MODELED GRAV-     979,014.4   (mgal)                       NAVD 88
 AE0860
 AE0860  VERT ORDER  -  SECOND    CLASS 0
 AE0860
 AE0860.The horizontal coordinates were scaled from a topographic map and have
 AE0860.an estimated accuracy of +/- 6 seconds.
 AE0860
 AE0860.The orthometric height was determined by differential leveling
 AE0860.and adjusted by the National Geodetic Survey in June 1991..
 AE0860
 AE0860.The geoid height was determined by GEOID03.
 AE0860
 AE0860.The dynamic height is computed by dividing the NAVD 88
 AE0860.geopotential number by the normal gravity value computed on the
 AE0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0860.degrees latitude (g = 980.6199 gals.).
 AE0860
 AE0860.The modeled gravity was interpolated from observed gravity values.
 AE0860
 AE0860;                    North         East    Units  Estimated Accuracy
 AE0860;SPC TX S     - 5,122,640.      298,370.      MT  (+/- 180 meters Scaled)
 AE0860
 AE0860                          SUPERSEDED SURVEY CONTROL
 AE0860
 AE0860  NGVD 29 (??/??/92)  104.191  (m)          341.83   (f) ADJ UNCH    2 0
 AE0860
 AE0860.Superseded values are not recommended for survey control.
 AE0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0860.See file dsdata.txt to determine how the superseded data were derived.
 AE0860
 AE0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ480614(NAD 83)
 AE0860_MARKER: DB = BENCH MARK DISK
 AE0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0860_STAMPING: E 792 1942
 AE0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0860+STABILITY: SURFACE MOTION
 AE0860
 AE0860  HISTORY     - Date     Condition        Report By
 AE0860  HISTORY     - 1942     MONUMENTED       CGS
 AE0860
 AE0860                          STATION DESCRIPTION
 AE0860
 AE0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0860'9.1 MI E FROM RANCHO VIEJO.
 AE0860'TO REACH FROM A MEXICAN SETTLEMENT CALLED RANCHO VIEJO (ABOUT MIDWAY
 AE0860'BETWEEN RIO GRANDE CITY AND HOBBRONVILLE), PROCEED 9.1 MILES EASTERLY
 AE0860'ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 2.0
 AE0860'MILES EAST OF THE JESUS MARIA RANCH HOUSE.  IT IS 19.0 FEET SOUTH OF
 AE0860'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  MONUMENT
 AE0860'IS 2.0 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AE0860'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0991 ***********************************************************************
 AJ0991  DESIGNATION -  E 793
 AJ0991  PID         -  AJ0991
 AJ0991  STATE/COUNTY-  TX/ZAPATA
 AJ0991  USGS QUAD   -  LAS OVEJAS CREEK (1980)
 AJ0991
 AJ0991                         *CURRENT SURVEY CONTROL
 AJ0991  ___________________________________________________________________
 AJ0991* NAD 83(1986)-  27 09 49.     (N)    099 13 12.     (W)     SCALED    
 AJ0991* NAVD 88     -       156.509  (meters)     513.48   (feet)  ADJUSTED  
 AJ0991  ___________________________________________________________________
 AJ0991  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AJ0991  DYNAMIC HT  -         156.257 (meters)     512.65  (feet)  COMP
 AJ0991  MODELED GRAV-     979,034.1   (mgal)                       NAVD 88
 AJ0991
 AJ0991  VERT ORDER  -  SECOND    CLASS 0
 AJ0991
 AJ0991.The horizontal coordinates were scaled from a topographic map and have
 AJ0991.an estimated accuracy of +/- 6 seconds.
 AJ0991
 AJ0991.The orthometric height was determined by differential leveling
 AJ0991.and adjusted by the National Geodetic Survey in June 1991..
 AJ0991
 AJ0991.The geoid height was determined by GEOID03.
 AJ0991
 AJ0991.The dynamic height is computed by dividing the NAVD 88
 AJ0991.geopotential number by the normal gravity value computed on the
 AJ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0991.degrees latitude (g = 980.6199 gals.).
 AJ0991
 AJ0991.The modeled gravity was interpolated from observed gravity values.
 AJ0991
 AJ0991;                    North         East    Units  Estimated Accuracy
 AJ0991;SPC TX S     - 5,166,050.      228,650.      MT  (+/- 180 meters Scaled)
 AJ0991
 AJ0991                          SUPERSEDED SURVEY CONTROL
 AJ0991
 AJ0991  NGVD 29 (??/??/92)  156.552  (m)          513.62   (f) ADJ UNCH    2 0
 AJ0991
 AJ0991.Superseded values are not recommended for survey control.
 AJ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0991.See file dsdata.txt to determine how the superseded data were derived.
 AJ0991
 AJ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR782045(NAD 83)
 AJ0991_MARKER: DB = BENCH MARK DISK
 AJ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0991_STAMPING: E 793 1943
 AJ0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0991+STABILITY: SURFACE MOTION
 AJ0991
 AJ0991  HISTORY     - Date     Condition        Report By
 AJ0991  HISTORY     - 1943     MONUMENTED       CGS
 AJ0991  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0991
 AJ0991                          STATION DESCRIPTION
 AJ0991
 AJ0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0991'17.7 MI NE FROM SAN YGNACIO.
 AJ0991'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 17.7 MILES
 AJ0991'NORTHEASTERLY ALONG A GRAVEL AND DIRT ROAD TO THE INTERSECTION OF A
 AJ0991'TRACK ROAD LEADING NORTHERLY, AND SITE OF BENCH MARK.  BENCH MARK IS
 AJ0991'42.0 FEET NORTH OF THE CENTERLINE OF INTERSECTION OF TRACK ROAD.  IT
 AJ0991'IS 23.0 FEET NORTHWEST OF AND ABOUT THE ELEVATION AS THE CENTERLINE OF
 AJ0991'ROAD.  MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN
 AJ0991'MARKER POST AND PROJECTS 0.4 FOOT.
 AJ0991
 AJ0991                          STATION RECOVERY (1975)
 AJ0991
 AJ0991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0933 ***********************************************************************
 AE0933  DESIGNATION -  E 794
 AE0933  PID         -  AE0933
 AE0933  STATE/COUNTY-  TX/JIM HOGG
 AE0933  USGS QUAD   -  BORREGOS RANCH (1993)
 AE0933
 AE0933                         *CURRENT SURVEY CONTROL
 AE0933  ___________________________________________________________________
 AE0933* NAD 83(1986)-  26 51 00.     (N)    098 41 10.     (W)     SCALED    
 AE0933* NAVD 88     -       162.462  (meters)     533.01   (feet)  ADJUSTED  
 AE0933  ___________________________________________________________________
 AE0933  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AE0933  DYNAMIC HT  -         162.195 (meters)     532.13  (feet)  COMP
 AE0933  MODELED GRAV-     979,006.2   (mgal)                       NAVD 88
 AE0933
 AE0933  VERT ORDER  -  SECOND    CLASS 0
 AE0933
 AE0933.The horizontal coordinates were scaled from a topographic map and have
 AE0933.an estimated accuracy of +/- 6 seconds.
 AE0933
 AE0933.The orthometric height was determined by differential leveling
 AE0933.and adjusted by the National Geodetic Survey in June 1991..
 AE0933
 AE0933.The geoid height was determined by GEOID03.
 AE0933
 AE0933.The dynamic height is computed by dividing the NAVD 88
 AE0933.geopotential number by the normal gravity value computed on the
 AE0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0933.degrees latitude (g = 980.6199 gals.).
 AE0933
 AE0933.The modeled gravity was interpolated from observed gravity values.
 AE0933
 AE0933;                    North         East    Units  Estimated Accuracy
 AE0933;SPC TX S     - 5,131,120.      281,510.      MT  (+/- 180 meters Scaled)
 AE0933
 AE0933                          SUPERSEDED SURVEY CONTROL
 AE0933
 AE0933  NGVD 29 (??/??/92)  162.502  (m)          533.14   (f) ADJ UNCH    2 0
 AE0933
 AE0933.Superseded values are not recommended for survey control.
 AE0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0933.See file dsdata.txt to determine how the superseded data were derived.
 AE0933
 AE0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ311698(NAD 83)
 AE0933_MARKER: DB = BENCH MARK DISK
 AE0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0933_STAMPING: E 794 1943
 AE0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0933+STABILITY: SURFACE MOTION
 AE0933
 AE0933  HISTORY     - Date     Condition        Report By
 AE0933  HISTORY     - 1943     MONUMENTED       CGS
 AE0933  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0933
 AE0933                          STATION DESCRIPTION
 AE0933
 AE0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0933'8.8 MI SW FROM AGUA NUEVA.
 AE0933'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY - HEBBRONVILLE ROAD
 AE0933'AND A DIRT TRACK ROAD LEADING WEST THROUGH THE BORREGOS RANCH (3.9
 AE0933'MILES SOUTH OF THE POST OFFICE AT AGUA NUEVA), PROCEED 4.9 MILES
 AE0933'WESTERLY ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0933'0.9 MILE WEST OF THE BORREGOS RANCH HOUSE.  IT IS 7.5 FEET NORTH OF
 AE0933'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 0.5 FOOT
 AE0933'SOUTH OF A FENCE LINE RUNNING EAST AND WEST.  MONUMENT IS 2.5 FEET
 AE0933'EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT
 AE0933'ABOVE THE GROUND.
 AE0933
 AE0933                          STATION RECOVERY (1972)
 AE0933
 AE0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0904 ***********************************************************************
 AJ0904  DESIGNATION -  E 795
 AJ0904  PID         -  AJ0904
 AJ0904  STATE/COUNTY-  TX/WEBB
 AJ0904  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0904
 AJ0904                         *CURRENT SURVEY CONTROL
 AJ0904  ___________________________________________________________________
 AJ0904* NAD 83(1986)-  27 17 38.     (N)    099 20 09.     (W)     SCALED    
 AJ0904* NAVD 88     -       128.723  (meters)     422.32   (feet)  ADJUSTED  
 AJ0904  ___________________________________________________________________
 AJ0904  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AJ0904  DYNAMIC HT  -         128.518 (meters)     421.65  (feet)  COMP
 AJ0904  MODELED GRAV-     979,048.8   (mgal)                       NAVD 88
 AJ0904
 AJ0904  VERT ORDER  -  SECOND    CLASS 0
 AJ0904
 AJ0904.The horizontal coordinates were scaled from a topographic map and have
 AJ0904.an estimated accuracy of +/- 6 seconds.
 AJ0904
 AJ0904.The orthometric height was determined by differential leveling
 AJ0904.and adjusted by the National Geodetic Survey in June 1991..
 AJ0904
 AJ0904.The geoid height was determined by GEOID03.
 AJ0904
 AJ0904.The dynamic height is computed by dividing the NAVD 88
 AJ0904.geopotential number by the normal gravity value computed on the
 AJ0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0904.degrees latitude (g = 980.6199 gals.).
 AJ0904
 AJ0904.The modeled gravity was interpolated from observed gravity values.
 AJ0904
 AJ0904;                    North         East    Units  Estimated Accuracy
 AJ0904;SPC TX S     - 5,180,560.      217,260.      MT  (+/- 180 meters Scaled)
 AJ0904
 AJ0904                          SUPERSEDED SURVEY CONTROL
 AJ0904
 AJ0904  NGVD 29 (??/??/92)  128.788  (m)          422.53   (f) ADJ UNCH    2 0
 AJ0904
 AJ0904.Superseded values are not recommended for survey control.
 AJ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0904.See file dsdata.txt to determine how the superseded data were derived.
 AJ0904
 AJ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR667190(NAD 83)
 AJ0904_MARKER: DB = BENCH MARK DISK
 AJ0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0904_STAMPING: E 795 1943
 AJ0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0904+STABILITY: SURFACE MOTION
 AJ0904
 AJ0904  HISTORY     - Date     Condition        Report By
 AJ0904  HISTORY     - 1943     MONUMENTED       CGS
 AJ0904  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0904
 AJ0904                          STATION DESCRIPTION
 AJ0904
 AJ0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0904'27.0 MI SW FROM AGUILARES.
 AJ0904'TO REACH FROM THE INTERSECTION OF A GRAVEL ROAD AND THE PIPE-LINE
 AJ0904'ROAD, (11.8 MILES SOUTH OF AGUILARES) PROCEED 1.2 MILE NORTHWESTERLY
 AJ0904'ALONG THE PIPE-LINE ROAD TO A GATE ACROSS ROAD, THENCE TURN WEST
 AJ0904'(LEFT) THROUGH ANOTHER GATE, FOLLOW A WINDING DIRT ROAD 14.0 MILES
 AJ0904'WESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS 0.2 MILE EAST OF A GATE
 AJ0904'AND THE INTERSECTION OF A DIRT ROAD LEADING SOUTHEAST.  IT IS 23.0
 AJ0904'FEET NORTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF DIRT ROAD,
 AJ0904'2.0 FEET SOUTH OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET WEST
 AJ0904'OF A 4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.2 FOOT.
 AJ0904
 AJ0904                          STATION RECOVERY (1975)
 AJ0904
 AJ0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0613 ***********************************************************************
 AJ0613  DESIGNATION -  E 796
 AJ0613  PID         -  AJ0613
 AJ0613  STATE/COUNTY-  TX/JIM HOGG
 AJ0613  USGS QUAD   -  RANDADO (1972)
 AJ0613
 AJ0613                         *CURRENT SURVEY CONTROL
 AJ0613  ___________________________________________________________________
 AJ0613* NAD 83(1986)-  27 01 20.     (N)    098 53 44.     (W)     SCALED    
 AJ0613* NAVD 88     -       180.098  (meters)     590.87   (feet)  ADJUSTED  
 AJ0613  ___________________________________________________________________
 AJ0613  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AJ0613  DYNAMIC HT  -         179.806 (meters)     589.91  (feet)  COMP
 AJ0613  MODELED GRAV-     979,018.3   (mgal)                       NAVD 88
 AJ0613
 AJ0613  VERT ORDER  -  SECOND    CLASS 0
 AJ0613
 AJ0613.The horizontal coordinates were scaled from a topographic map and have
 AJ0613.an estimated accuracy of +/- 6 seconds.
 AJ0613
 AJ0613.The orthometric height was determined by differential leveling
 AJ0613.and adjusted by the National Geodetic Survey in June 1991..
 AJ0613
 AJ0613.The geoid height was determined by GEOID03.
 AJ0613
 AJ0613.The dynamic height is computed by dividing the NAVD 88
 AJ0613.geopotential number by the normal gravity value computed on the
 AJ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0613.degrees latitude (g = 980.6199 gals.).
 AJ0613
 AJ0613.The modeled gravity was interpolated from observed gravity values.
 AJ0613
 AJ0613;                    North         East    Units  Estimated Accuracy
 AJ0613;SPC TX S     - 5,150,250.      260,750.      MT  (+/- 180 meters Scaled)
 AJ0613
 AJ0613                          SUPERSEDED SURVEY CONTROL
 AJ0613
 AJ0613  NGVD 29 (??/??/92)  180.116  (m)          590.93   (f) ADJ UNCH    2 0
 AJ0613
 AJ0613.Superseded values are not recommended for survey control.
 AJ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0613.See file dsdata.txt to determine how the superseded data were derived.
 AJ0613
 AJ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ103889(NAD 83)
 AJ0613_MARKER: DB = BENCH MARK DISK
 AJ0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0613_STAMPING: E 796 1943
 AJ0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0613+STABILITY: SURFACE MOTION
 AJ0613
 AJ0613  HISTORY     - Date     Condition        Report By
 AJ0613  HISTORY     - 1943     MONUMENTED       CGS
 AJ0613
 AJ0613                          STATION DESCRIPTION
 AJ0613
 AJ0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0613'4.0 MI S FROM RANDADO.
 AJ0613'TO REACH FROM THE SCHOOL BUILDING AT RANDADO, PROCEED 4.0 MILES
 AJ0613'SOUTHERLY ALONG THE RIO GRANDE CITY ROAD TO SITE OF BENCH MARK. BENCH
 AJ0613'MARK IS AT THE TOP OF A SMALL SAND HILL.  IT IS 32.4 FEET EAST OF AND
 AJ0613'ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD, 0.6 FOOT WEST OF THE
 AJ0613'EAST RIGHT-OF-WAY FENCE.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH
 AJ0613'WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0006 ***********************************************************************
 AY0006  DESIGNATION -  E 797
 AY0006  PID         -  AY0006
 AY0006  STATE/COUNTY-  TX/COMAL
 AY0006  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0006
 AY0006                         *CURRENT SURVEY CONTROL
 AY0006  ___________________________________________________________________
 AY0006* NAD 83(1986)-  29 39 21.     (N)    098 12 16.     (W)     SCALED    
 AY0006* NAVD 88     -       206.578  (meters)     677.75   (feet)  POSTED    
 AY0006  ___________________________________________________________________
 AY0006  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0006  DYNAMIC HT  -         206.280 (meters)     676.77  (feet)  COMP
 AY0006  MODELED GRAV-     979,190.7   (mgal)                       NAVD 88
 AY0006
 AY0006  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0006
 AY0006.The horizontal coordinates were scaled from a topographic map and have
 AY0006.an estimated accuracy of +/- 6 seconds.
 AY0006
 AY0006.The orthometric height was determined by differential leveling
 AY0006.and adjusted by the National Geodetic Survey in 1992..
 AY0006.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0006.rate of 0.0 thru 1.0 mm/km.
 AY0006
 AY0006.The geoid height was determined by GEOID03.
 AY0006
 AY0006.The dynamic height is computed by dividing the NAVD 88
 AY0006.geopotential number by the normal gravity value computed on the
 AY0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0006.degrees latitude (g = 980.6199 gals.).
 AY0006
 AY0006.The modeled gravity was interpolated from observed gravity values.
 AY0006
 AY0006;                    North         East    Units  Estimated Accuracy
 AY0006;SPC TXSC     - 4,202,240.      677,010.      MT  (+/- 180 meters Scaled)
 AY0006
 AY0006                          SUPERSEDED SURVEY CONTROL
 AY0006
 AY0006  NGVD 29 (??/??/92)  206.485  (m)          677.44   (f) ADJ UNCH    1 2
 AY0006
 AY0006.Superseded values are not recommended for survey control.
 AY0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0006.See file dsdata.txt to determine how the superseded data were derived.
 AY0006
 AY0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT769809(NAD 83)
 AY0006_MARKER: DB = BENCH MARK DISK
 AY0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0006_SP_SET: CULVERT
 AY0006_STAMPING: E 797 1943
 AY0006_MARK LOGO: CGS   
 AY0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0006
 AY0006  HISTORY     - Date     Condition        Report By
 AY0006  HISTORY     - 1943     MONUMENTED       CGS
 AY0006  HISTORY     - 1957     GOOD             DOD
 AY0006  HISTORY     - 1980     GOOD             NGS
 AY0006  HISTORY     - 1988     GOOD             USPSQD
 AY0006  HISTORY     - 19990925 GOOD             USPSQD
 AY0006
 AY0006                          STATION DESCRIPTION
 AY0006
 AY0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0006'5.8 MI SW FROM NEW BRAUNFELS.
 AY0006'5.8 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0006'FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 0.15 MILE SOUTHWEST
 AY0006'OF AN ASPHALT-ROAD CROSSING, 3 POLES NORTHEAST OF MILEPOST 1009, AT A
 AY0006'4- BY 6-FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE
 AY0006'SOUTHEAST HEADWALL, 9.5 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 AY0006'0.6 FOOT LOWER THAN THE TRACK.  A STANDARD DISK.
 AY0006
 AY0006                          STATION RECOVERY (1957)
 AY0006
 AY0006'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0006'RECOVERED IN GOOD CONDITION.
 AY0006
 AY0006                          STATION RECOVERY (1980)
 AY0006
 AY0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0006'9.1 KM (5.65 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY0006'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, THENCE
 AY0006'1.2 KM (0.75 MI) NORTHWEST ALONG SCHWAB ROAD, THENCE 1.5 KM (0.95 MI)
 AY0006'NORTHEAST ALONG THE MISSOURI KANSAS AND TEXAS RAILROAD, ON TOP OF THE
 AY0006'SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 1.4 BY 2.1-METER CONCRETE
 AY0006'CULVERT UNDER THE TRACKS, 2.9 METERS (9.5 FT) SOUTHEAST OF THE
 AY0006'SOUTHEAST RAIL.  NOTE-NOT LEVELED AT THIS TIME, OFF MAIN LEVEL LINE.
 AY0006'THE MARK IS 0.18 M BELOW THE TRACKS.
 AY0006
 AY0006                          STATION RECOVERY (1988)
 AY0006
 AY0006'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 AY0006'RECOVERED IN GOOD CONDITION.
 AY0006
 AY0006                          STATION RECOVERY (1999)
 AY0006
 AY0006'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0734 ***********************************************************************
 AY0734  DESIGNATION -  E 799
 AY0734  PID         -  AY0734
 AY0734  STATE/COUNTY-  TX/BEXAR
 AY0734  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0734
 AY0734                         *CURRENT SURVEY CONTROL
 AY0734  ___________________________________________________________________
 AY0734* NAD 83(1986)-  29 25 39.     (N)    098 31 13.     (W)     SCALED    
 AY0734* NAVD 88     -       205.213  (meters)     673.27   (feet)  ADJUSTED  
 AY0734  ___________________________________________________________________
 AY0734  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY0734  DYNAMIC HT  -         204.914 (meters)     672.29  (feet)  COMP
 AY0734  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 AY0734
 AY0734  VERT ORDER  -  FIRST     CLASS II
 AY0734
 AY0734.The horizontal coordinates were scaled from a topographic map and have
 AY0734.an estimated accuracy of +/- 6 seconds.
 AY0734
 AY0734.The orthometric height was determined by differential leveling
 AY0734.and adjusted by the National Geodetic Survey in June 1991..
 AY0734
 AY0734.The geoid height was determined by GEOID03.
 AY0734
 AY0734.The dynamic height is computed by dividing the NAVD 88
 AY0734.geopotential number by the normal gravity value computed on the
 AY0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0734.degrees latitude (g = 980.6199 gals.).
 AY0734
 AY0734.The modeled gravity was interpolated from observed gravity values.
 AY0734
 AY0734;                    North         East    Units  Estimated Accuracy
 AY0734;SPC TXSC     - 4,176,770.      646,540.      MT  (+/- 180 meters Scaled)
 AY0734
 AY0734                          SUPERSEDED SURVEY CONTROL
 AY0734
 AY0734  NGVD 29 (??/??/92)  205.090  (m)          672.87   (f) ADJ UNCH    1 2
 AY0734
 AY0734.Superseded values are not recommended for survey control.
 AY0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0734.See file dsdata.txt to determine how the superseded data were derived.
 AY0734
 AY0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT465554(NAD 83)
 AY0734_MARKER: DB = BENCH MARK DISK
 AY0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0734_SP_SET: STEP
 AY0734_STAMPING: E 799 1943
 AY0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0734
 AY0734  HISTORY     - Date     Condition        Report By
 AY0734  HISTORY     - 1943     MONUMENTED       CGS
 AY0734  HISTORY     - 1946     GOOD             NGS
 AY0734  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0734  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0734  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 AY0734
 AY0734                          STATION DESCRIPTION
 AY0734
 AY0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0734'0.9 MI W FROM SAN ANTONIO.
 AY0734'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0734'PROCEED 0.9 MILE WEST ALONG WEST COMMERCE STREET TO THE CROCKETT
 AY0734'GRAMMAR SCHOOL AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY
 AY0734'IN THE TOP OF THE WEST END OF THE SECOND STEP AT THE NORTH ENTRANCE TO
 AY0734'SCHOOL BUILDING.  IT IS 117.0 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE
 AY0734'THE CENTERLINE OF WEST COMMERCE STREET, 7.2 FEET WEST OF THE
 AY0734'CENTERLINE OF ENTRANCE STEPS.
 AY0734
 AY0734                          STATION RECOVERY (1946)
 AY0734
 AY0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0734'RECOVERED IN GOOD CONDITION.
 AY0734
 AY0734                          STATION RECOVERY (1989)
 AY0734
 AY0734'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0734'MARK NOT FOUND.
 AY0734
 AY0734                          STATION RECOVERY (1999)
 AY0734
 AY0734'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0734'MARK NOT FOUND.
 AY0734
 AY0734                          STATION RECOVERY (2003)
 AY0734
 AY0734'RECOVERY NOTE BY US POWER SQUADRON 2003
 AY0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1027 ***********************************************************************
 AX1027  DESIGNATION -  E 7=PTS 6
 AX1027  PID         -  AX1027
 AX1027  STATE/COUNTY-  TX/FAYETTE
 AX1027  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1027
 AX1027                         *CURRENT SURVEY CONTROL
 AX1027  ___________________________________________________________________
 AX1027* NAD 83(1986)-  29 54 13.     (N)    096 40 34.     (W)     SCALED    
 AX1027* NAVD 88     -       127.289  (meters)     417.61   (feet)  ADJUSTED  
 AX1027  ___________________________________________________________________
 AX1027  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1027  DYNAMIC HT  -         127.114 (meters)     417.04  (feet)  COMP
 AX1027  MODELED GRAV-     979,262.2   (mgal)                       NAVD 88
 AX1027  OBS GRAVITY -     979,261.5   (mgal)                       GRAV_OBS
 AX1027
 AX1027  VERT ORDER  -  FIRST     CLASS I
 AX1027
 AX1027.The horizontal coordinates were scaled from a topographic map and have
 AX1027.an estimated accuracy of +/- 6 seconds.
 AX1027
 AX1027.The orthometric height was determined by differential leveling
 AX1027.and adjusted by the National Geodetic Survey in June 1991..
 AX1027
 AX1027.The geoid height was determined by GEOID03.
 AX1027
 AX1027.The dynamic height is computed by dividing the NAVD 88
 AX1027.geopotential number by the normal gravity value computed on the
 AX1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1027.degrees latitude (g = 980.6199 gals.).
 AX1027
 AX1027.The modeled gravity was interpolated from observed gravity values.
 AX1027.The observed gravity was obtained from relative gravimeter ties
 AX1027.to the IGSN71 gravity network.
 AX1027
 AX1027;                    North         East    Units  Estimated Accuracy
 AX1027;SPC TXSC     - 4,231,680.      824,410.      MT  (+/- 180 meters Scaled)
 AX1027
 AX1027                          SUPERSEDED SURVEY CONTROL
 AX1027
 AX1027  NGVD 29 (12/23/87)  127.248  (m)          417.48   (f) ADJUSTED    1 1
 AX1027
 AX1027.Superseded values are not recommended for survey control.
 AX1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1027.See file dsdata.txt to determine how the superseded data were derived.
 AX1027
 AX1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU243103(NAD 83)
 AX1027_MARKER: DB = BENCH MARK DISK
 AX1027_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AX1027_SP_SET: CONCRETE WATER TABLE
 AX1027_STAMPING: E 7 PRIM TRAV STA NO 6 1909 TEXAS ELEV. 417.578
 AX1027_MARK LOGO: CGS   
 AX1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1027+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1027
 AX1027  HISTORY     - Date     Condition        Report By
 AX1027  HISTORY     - 1909     MONUMENTED       CGS
 AX1027  HISTORY     - 1973     GOOD             NGS
 AX1027  HISTORY     - 1976     GOOD             NGS
 AX1027  HISTORY     - 1978     GOOD             NGS
 AX1027  HISTORY     - 1986     GOOD             NGS
 AX1027  HISTORY     - 1987     GOOD             USPSQD
 AX1027  HISTORY     - 20051106 GOOD             USPSQD
 AX1027
 AX1027                          STATION DESCRIPTION
 AX1027
 AX1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1027'IN FAYETTEVILLE.
 AX1027'AT FAYETTEVILLE, AT THE WEST CORNER OF THE TOWN SQUARE, AT A LARGE
 AX1027'BRICK BUILDING ESTABLISHED IN 1865 BY H. ZAPP SR., SET VERTICALLY IN
 AX1027'THE SOUTHEAST FACE OF THE CONCRETE WATER TABLE, 1.0 FOOT SOUTHWEST OF
 AX1027'THE EAST CORNER OF THE BUILDING, 7 FEET SOUTH OF THE CENTER OF THE
 AX1027'EAST (MAIN) ENTRANCE TO THE BUILDING, 3 FEET ABOVE THE SIDEWALK, 34
 AX1027'1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST
 AX1027'STREET, 28 FEET NORTHWEST OF THE CENTER LINE OF THE
 AX1027'SOUTHWEST-NORTHEAST STREET, AND 65.0 FEET NORTHWEST OF AND ACROSS THE
 AX1027'STREET FROM THE NORTH CORNER OF THE U.S. POST OFFICE BUILDING.
 AX1027'STAMPED - E7 PRIM TRAV STA NO 6 1909 TEXAS ELEV. 417.578 FEET
 AX1027
 AX1027                          STATION RECOVERY (1976)
 AX1027
 AX1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1027'RECOVERED IN GOOD CONDITION.
 AX1027
 AX1027                          STATION RECOVERY (1978)
 AX1027
 AX1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1027'RECOVERED IN GOOD CONDITION.
 AX1027
 AX1027                          STATION RECOVERY (1986)
 AX1027
 AX1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1027'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX1027'THAT THE BUILDING REFERRED TO THEREIN IS NOW THE COUNTRY PLACE
 AX1027'RESTAURANT AND IS LOCATED AT THE JUNCTION OF WASHINGTON AND FAYETTE
 AX1027'STREETS.  A RUBBING WAS TAKEN AND THE STAMPING IS--E 7 PRIM TRAV STA
 AX1027'NO 6 1909 TEXAS ELEV. 417.578 FEET.
 AX1027
 AX1027                          STATION RECOVERY (1987)
 AX1027
 AX1027'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX1027'RECOVERED IN GOOD CONDITION.
 AX1027
 AX1027                          STATION RECOVERY (2005)
 AX1027
 AX1027'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1027'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0300 ***********************************************************************
 AW0300  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0300  DESIGNATION -  E 8
 AW0300  PID         -  AW0300
 AW0300  STATE/COUNTY-  TX/HARRIS
 AW0300  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0300
 AW0300                         *CURRENT SURVEY CONTROL
 AW0300  ___________________________________________________________________
 AW0300* NAD 83(1993)-  29 47 05.07451(N)    095 32 24.85793(W)     ADJUSTED  
 AW0300* NAVD 88     -        24.57   (meters)      80.6    (feet)  GPS OBS   
 AW0300  ___________________________________________________________________
 AW0300  X           -    -534,872.219 (meters)                     COMP
 AW0300  Y           -  -5,514,266.046 (meters)                     COMP
 AW0300  Z           -   3,149,685.418 (meters)                     COMP
 AW0300  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW0300  ELLIP HEIGHT-          -2.80  (meters)          (12/03/01) GPS OBS
 AW0300  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AW0300  DYNAMIC HT  -          24.53  (meters)      80.5   (feet)  COMP
 AW0300  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 AW0300
 AW0300  HORZ ORDER  -  FIRST
 AW0300  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0300  ELLP ORDER  -  FOURTH    CLASS II
 AW0300
 AW0300.The horizontal coordinates were established by GPS observations
 AW0300.and adjusted by the National Geodetic Survey in December 2001..
 AW0300
 AW0300.The orthometric height was determined by GPS observations and a
 AW0300.high-resolution geoid model using precise GPS observation and
 AW0300.processing techniques. It supersedes the leveled height previously
 AW0300.determined for this station.
 AW0300.WARNING-GPS observations at this control monument resulted in a GPS
 AW0300.derived orthometric height which differed from the leveled height by
 AW0300.more than one decimeter (0.1 meter).
 AW0300.The vertical order pertains to the first NAVD 88 superseded value.
 AW0300
 AW0300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0300
 AW0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0300
 AW0300.The ellipsoidal height was determined by GPS observations
 AW0300.and is referenced to NAD 83.
 AW0300
 AW0300.The geoid height was determined by GEOID03.
 AW0300
 AW0300.The dynamic height is computed by dividing the NAVD 88
 AW0300.geopotential number by the normal gravity value computed on the
 AW0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0300.degrees latitude (g = 980.6199 gals.).
 AW0300
 AW0300.The modeled gravity was interpolated from observed gravity values.
 AW0300
 AW0300;                    North         East     Units Scale Factor Converg.
 AW0300;SPC TXSC     - 4,221,217.191   934,453.353   MT  0.99989396   +1 41 41.9
 AW0300;SPC TXSC     -13,849,110.07  3,065,785.71   sFT  0.99989396   +1 41 41.9
 AW0300;UTM  15      - 3,297,638.754   254,431.829   MT  1.00034410   -1 15 44.9
 AW0300
 AW0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0300!SPC TXSC     -   1.00000044  x   0.99989396  =   0.99989440
 AW0300!UTM  15      -   1.00000044  x   1.00034410  =   1.00034454
 AW0300
 AW0300                          SUPERSEDED SURVEY CONTROL
 AW0300
 AW0300  ELLIP H (10/25/00)   -2.68   (m)                       GP(       ) 4 1
 AW0300  NAD 83(1993)-  29 47 05.07477(N)    095 32 24.85719(W) AD(       ) 1
 AW0300  ELLIP H (10/17/96)   -2.57   (m)                       GP(       ) 3 1
 AW0300  NAVD 88 (06/15/91)   24.935  (m)           81.81   (f) ADJUSTED    1 1
 AW0300  NGVD 29 (12/23/87)   24.929  (m)           81.79   (f) ADJUSTED    1 1
 AW0300
 AW0300.Superseded values are not recommended for survey control.
 AW0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0300.See file dsdata.txt to determine how the superseded data were derived.
 AW0300
 AW0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5443297639(NAD 83)
 AW0300_MARKER: Q = CHISELED SQUARE
 AW0300_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0300_SP_SET: HEADWALL
 AW0300_MARK LOGO: NONE  
 AW0300_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0300+STABILITY: SURFACE MOTION
 AW0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0300+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1995
 AW0300
 AW0300  HISTORY     - Date     Condition        Report By
 AW0300  HISTORY     - 1906     MONUMENTED       CGS
 AW0300  HISTORY     - 1973     GOOD             NGS
 AW0300  HISTORY     - 1976     GOOD             NGS
 AW0300  HISTORY     - 1976     GOOD             NGS
 AW0300  HISTORY     - 1978     GOOD             NGS
 AW0300  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW0300  HISTORY     - 1986     GOOD             NGS
 AW0300  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0300  HISTORY     - 19950327 GOOD             HGCSD
 AW0300  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0300
 AW0300                          STATION DESCRIPTION
 AW0300
 AW0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0300'6.2 MI E FROM ADDICKS.
 AW0300'ABOUT 6.2 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0300'RAILROAD OVERPASS OVER STATE HIGHWAY 6, ABOUT 17.3 FEET NORTH OF THE
 AW0300'NORTH RAIL OF THE MAIN TRACK, 76 FEET WEST OF THE CENTER LINE OF WITTE
 AW0300'ROAD, 5.6 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 57 FEET SOUTH
 AW0300'OF THE CENTER LINE OF OLD KATY ROAD, SET IN THE TOP OF THE NORTH
 AW0300'HEADWALL OF A TWO-CHANNEL CONCRETE CULVERT UNDER THE TRACKS, AND ABOUT
 AW0300'3 FEET BELOW THE LEVEL OF THE TRACKS.
 AW0300
 AW0300                          STATION RECOVERY (1976)
 AW0300
 AW0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0300'RECOVERED IN GOOD CONDITION.
 AW0300
 AW0300                          STATION RECOVERY (1976)
 AW0300
 AW0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0300'RECOVERED IN GOOD CONDITION.
 AW0300
 AW0300                          STATION RECOVERY (1978)
 AW0300
 AW0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0300'RECOVERED IN GOOD CONDITION.
 AW0300
 AW0300                          STATION RECOVERY (1983)
 AW0300
 AW0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0300'NOT RECOVERED, ASSUME THIS MARK IS INTACT AS THE CULVERT IS COVERED
 AW0300'OVER WITH ROCK AND TRASH.  NOT LEVELED IN 1983.
 AW0300
 AW0300                          STATION RECOVERY (1986)
 AW0300
 AW0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0300'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--2.8
 AW0300'M (9.2 FT) WEST OF THE EAST END OF THE HEADWALL.  DELETE--5.6 FEET
 AW0300'NORTH OF THE NORTH RAIL OF A SIDE TRACK.  NOTE--THIS MARK WAS
 AW0300'REPORTED NOT RECOVERED IN 1983.
 AW0300
 AW0300                          STATION RECOVERY (1989)
 AW0300
 AW0300'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0300'MARK NOT FOUND.
 AW0300
 AW0300                          STATION RECOVERY (1995)
 AW0300
 AW0300'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0300'RECOVERED AS DESCRIBED.
 AW0300
 AW0300                          STATION RECOVERY (2004)
 AW0300
 AW0300'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0179 ***********************************************************************
 AZ0179  DESIGNATION -  E 80
 AZ0179  PID         -  AZ0179
 AZ0179  STATE/COUNTY-  TX/VAL VERDE
 AZ0179  USGS QUAD   -  DEL RIO SW (1972)
 AZ0179
 AZ0179                         *CURRENT SURVEY CONTROL
 AZ0179  ___________________________________________________________________
 AZ0179* NAD 83(1986)-  29 21 34.     (N)    100 53 50.     (W)     SCALED    
 AZ0179* NAVD 88     -       291.496  (meters)     956.35   (feet)  ADJUSTED  
 AZ0179  ___________________________________________________________________
 AZ0179  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0179  DYNAMIC HT  -         291.071 (meters)     954.96  (feet)  COMP
 AZ0179  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AZ0179
 AZ0179  VERT ORDER  -  FIRST     CLASS II
 AZ0179
 AZ0179.The horizontal coordinates were scaled from a topographic map and have
 AZ0179.an estimated accuracy of +/- 6 seconds.
 AZ0179
 AZ0179.The orthometric height was determined by differential leveling
 AZ0179.and adjusted by the National Geodetic Survey in June 1991..
 AZ0179
 AZ0179.The geoid height was determined by GEOID03.
 AZ0179
 AZ0179.The dynamic height is computed by dividing the NAVD 88
 AZ0179.geopotential number by the normal gravity value computed on the
 AZ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0179.degrees latitude (g = 980.6199 gals.).
 AZ0179
 AZ0179.The modeled gravity was interpolated from observed gravity values.
 AZ0179
 AZ0179;                    North         East    Units  Estimated Accuracy
 AZ0179;SPC TXSC     - 4,170,630.      415,810.      MT  (+/- 180 meters Scaled)
 AZ0179
 AZ0179                          SUPERSEDED SURVEY CONTROL
 AZ0179
 AZ0179  NGVD 29 (??/??/92)  291.451  (m)          956.20   (f) ADJ UNCH    1 2
 AZ0179
 AZ0179.Superseded values are not recommended for survey control.
 AZ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0179.See file dsdata.txt to determine how the superseded data were derived.
 AZ0179
 AZ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT158493(NAD 83)
 AZ0179_MARKER: DB = BENCH MARK DISK
 AZ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0179_STAMPING: 956.179 E 80 1931
 AZ0179_MARK LOGO: CGS   
 AZ0179_PROJECTION: FLUSH
 AZ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0179+STABILITY: SURFACE MOTION
 AZ0179
 AZ0179  HISTORY     - Date     Condition        Report By
 AZ0179  HISTORY     - 1931     MONUMENTED       CGS
 AZ0179  HISTORY     - 1957     GOOD             NGS
 AZ0179  HISTORY     - 1982     GOOD             NGS
 AZ0179  HISTORY     - 19980805 GOOD             USPSQD
 AZ0179
 AZ0179                          STATION DESCRIPTION
 AZ0179
 AZ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0179'IN DEL RIO.
 AZ0179'ON THE WEST SIDE OF THE COURT HOUSE LAWN IN DEL RIO, 86 FEET WEST OF
 AZ0179'THE WEST FACE OF THE BUILDING, 47 FEET EAST OF THE CENTER LINE OF
 AZ0179'PECAN STREET, 85 FEET SOUTHWEST OF A 36-INCH PECAN TREE, 24 FEET SOUTH
 AZ0179'OF THE CENTER LINE OF A CONCRETE WALK LEADING TO THE WEST ENTRANCE TO
 AZ0179'THE COURT HOUSE, AND ABOUT 0.1 FOOT BELOW THE SURFACE OF THE GROUND
 AZ0179'AND IN THE TOP OF A CONCRETE POST.
 AZ0179
 AZ0179                          STATION RECOVERY (1982)
 AZ0179
 AZ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0179'THE MARK IS ON THE WEST SIDE OF THE OLD COURT HOUSE LAWN IN DEL RIO,
 AZ0179'26.2 METERS (86.0 FT) WEST OF THE WEST FACE OF THE BUILDING,
 AZ0179'14.3 METERS (47.0 FT) EAST OF THE CENTER OF PECAN STREET, 7.3 METERS
 AZ0179'(24.0 FT) SOUTH OF THE CENTER OF A CONCRETE SIDEWALK LEADING TO THE
 AZ0179'WEST ENTRANCE.
 AZ0179'THE MARK IS 0.15 M ABOVE PECAN STREET.
 AZ0179
 AZ0179                          STATION RECOVERY (1998)
 AZ0179
 AZ0179'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1090 ***********************************************************************
 AE1090  DESIGNATION -  E 800
 AE1090  PID         -  AE1090
 AE1090  STATE/COUNTY-  TX/ZAPATA
 AE1090  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1090
 AE1090                         *CURRENT SURVEY CONTROL
 AE1090  ___________________________________________________________________
 AE1090* NAD 83(1986)-  26 49 46.     (N)    099 14 51.     (W)     SCALED    
 AE1090* NAVD 88     -       106.433  (meters)     349.19   (feet)  ADJUSTED  
 AE1090  ___________________________________________________________________
 AE1090  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AE1090  DYNAMIC HT  -         106.261 (meters)     348.62  (feet)  COMP
 AE1090  MODELED GRAV-     979,032.4   (mgal)                       NAVD 88
 AE1090
 AE1090  VERT ORDER  -  FIRST     CLASS II
 AE1090
 AE1090.The horizontal coordinates were scaled from a topographic map and have
 AE1090.an estimated accuracy of +/- 6 seconds.
 AE1090
 AE1090.The orthometric height was determined by differential leveling
 AE1090.and adjusted by the National Geodetic Survey in June 1991..
 AE1090
 AE1090.The geoid height was determined by GEOID03.
 AE1090
 AE1090.The dynamic height is computed by dividing the NAVD 88
 AE1090.geopotential number by the normal gravity value computed on the
 AE1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1090.degrees latitude (g = 980.6199 gals.).
 AE1090
 AE1090.The modeled gravity was interpolated from observed gravity values.
 AE1090
 AE1090;                    North         East    Units  Estimated Accuracy
 AE1090;SPC TX S     - 5,129,050.      225,700.      MT  (+/- 180 meters Scaled)
 AE1090
 AE1090                          SUPERSEDED SURVEY CONTROL
 AE1090
 AE1090  NGVD 29 (??/??/92)  106.481  (m)          349.35   (f) ADJ UNCH    1 2
 AE1090
 AE1090.Superseded values are not recommended for survey control.
 AE1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1090.See file dsdata.txt to determine how the superseded data were derived.
 AE1090
 AE1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ754675(NAD 83)
 AE1090_MARKER: DB = BENCH MARK DISK
 AE1090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1090_SP_SET: CULVERT
 AE1090_STAMPING: E 800 1943
 AE1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1090
 AE1090  HISTORY     - Date     Condition        Report By
 AE1090  HISTORY     - 1943     MONUMENTED       CGS
 AE1090  HISTORY     - 1975     GOOD             USGS
 AE1090
 AE1090                          STATION DESCRIPTION
 AE1090
 AE1090'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AE1090'8.0 MI S FROM ZAPATA.
 AE1090'FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 16 IN ZAPATA
 AE1090'PROCEED SOUTHEAST ALONG U.S. 83 FOR 5.6 MI. TO COUNTY ROAD ON RIGHT,
 AE1090'THENCE SOUTHWEST ON COUNTY ROAD 2.4 MI. TO OLD U.S. 83 AND BM IN
 AE1090'NORTHWEST QUADRANT.  BM IS IN CONCRETE HEADWALL OF OLD CATTLEGUARD IN
 AE1090'PRESENT NW ROW FENCE, 23 FT. SW AND 11 FT. NW OF T-ROAD.  MARK IS A
 AE1090'STANDARD USC AND GS TABLET STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4166 ***********************************************************************
 AW4166  DESIGNATION -  E 801
 AW4166  PID         -  AW4166
 AW4166  STATE/COUNTY-  TX/FORT BEND
 AW4166  USGS QUAD   -  GUY (1980)
 AW4166
 AW4166                         *CURRENT SURVEY CONTROL
 AW4166  ___________________________________________________________________
 AW4166* NAD 83(1986)-  29 19 30.     (N)    095 45 36.     (W)     SCALED    
 AW4166* NAVD 88     -        20.34   (+/-2cm)      66.7    (feet)  VERTCON   
 AW4166  ___________________________________________________________________
 AW4166  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW4166
 AW4166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4166
 AW4166.The horizontal coordinates were scaled from a topographic map and have
 AW4166.an estimated accuracy of +/- 6 seconds.
 AW4166
 AW4166.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4166.The vertical order pertains to the NGVD 29 superseded value.
 AW4166
 AW4166.The geoid height was determined by GEOID03.
 AW4166
 AW4166;                    North         East    Units  Estimated Accuracy
 AW4166;SPC TXSC     - 4,169,670.      914,630.      MT  (+/- 180 meters Scaled)
 AW4166
 AW4166                          SUPERSEDED SURVEY CONTROL
 AW4166
 AW4166  NGVD 29 (??/??/92)   20.338  (m)           66.73   (f) ADJ UNCH    2 0
 AW4166
 AW4166.Superseded values are not recommended for survey control.
 AW4166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4166.See file dsdata.txt to determine how the superseded data were derived.
 AW4166
 AW4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN319471(NAD 83)
 AW4166_MARKER: DB = BENCH MARK DISK
 AW4166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4166_STAMPING: E 801 1943
 AW4166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4166+STABILITY: SURFACE MOTION
 AW4166
 AW4166  HISTORY     - Date     Condition        Report By
 AW4166  HISTORY     - 1943     MONUMENTED       CGS
 AW4166  HISTORY     - 1973     GOOD             NGS
 AW4166  HISTORY     - 1987     GOOD             USPSQD
 AW4166  HISTORY     - 1987     GOOD             USPSQD
 AW4166  HISTORY     - 1987     POOR             USPSQD
 AW4166  HISTORY     - 1988     GOOD             USPSQD
 AW4166  HISTORY     - 1989     GOOD             USPSQD
 AW4166  HISTORY     - 19980110 GOOD             USPSQD
 AW4166  HISTORY     - 19991120 GOOD             USPSQD
 AW4166
 AW4166                          STATION DESCRIPTION
 AW4166
 AW4166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4166'2.4 MI SE FROM GUY.
 AW4166'0.5 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF STATE
 AW4166'HIGHWAY 36 AT GUY, THENCE 1.9 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 AW4166'3.1 MILES NORTHWEST OF DAMON, 0.35 MILE NORTHWEST OF FORT
 AW4166'BEND-BRAZORIA COUNTY LINE, 0.15 MILE NORTHWEST OF THE JUNCTION OF A
 AW4166'DRIVEWAY TO A HOUSE, 207 FEET EAST-SOUTHEAST OF THE EAST CORNER OF A
 AW4166'WOODEN BRIDGE OVER A DITCH, 34 1/2 FEET NORTHEAST OF THE CENTER LINE
 AW4166'OF THE ROAD, 181 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A ROAD
 AW4166'SOUTHWEST, 122 FEET NORTHWEST OF THE FIRST POWER POLE NORTHWEST OF THE
 AW4166'T JUNCTION OF A POWER LINE, 151 FEET SOUTHEAST OF A FENCE CORNER, 1.0
 AW4166'FOOT SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 AW4166'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AW4166
 AW4166                          STATION RECOVERY (1987)
 AW4166
 AW4166'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW4166'RECOVERED IN GOOD CONDITION.
 AW4166
 AW4166                          STATION RECOVERY (1987)
 AW4166
 AW4166'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4166'RECOVERED IN GOOD CONDITION.
 AW4166
 AW4166                          STATION RECOVERY (1987)
 AW4166
 AW4166'RECOVERY NOTE BY US POWER SQUADRON 1987 (GFW)
 AW4166'MARK RECOVERED IN POOR CONDITION.
 AW4166
 AW4166                          STATION RECOVERY (1988)
 AW4166
 AW4166'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4166'RECOVERED IN GOOD CONDITION.
 AW4166
 AW4166                          STATION RECOVERY (1989)
 AW4166
 AW4166'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAR)
 AW4166'RECOVERED IN GOOD CONDITION.
 AW4166
 AW4166                          STATION RECOVERY (1998)
 AW4166
 AW4166'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4166'RECOVERED IN GOOD CONDITION.
 AW4166
 AW4166                          STATION RECOVERY (1999)
 AW4166
 AW4166'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4214 ***********************************************************************
 AW4214  DESIGNATION -  E 802
 AW4214  PID         -  AW4214
 AW4214  STATE/COUNTY-  TX/FORT BEND
 AW4214  USGS QUAD   -  GUY (1980)
 AW4214
 AW4214                         *CURRENT SURVEY CONTROL
 AW4214  ___________________________________________________________________
 AW4214* NAD 83(1986)-  29 18 58.     (N)    095 49 15.     (W)     SCALED    
 AW4214* NAVD 88     -        22.04   (+/-2cm)      72.3    (feet)  VERTCON   
 AW4214  ___________________________________________________________________
 AW4214  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW4214
 AW4214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4214
 AW4214.The horizontal coordinates were scaled from a topographic map and have
 AW4214.an estimated accuracy of +/- 6 seconds.
 AW4214
 AW4214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4214.The vertical order pertains to the NGVD 29 superseded value.
 AW4214
 AW4214.The geoid height was determined by GEOID03.
 AW4214
 AW4214;                    North         East    Units  Estimated Accuracy
 AW4214;SPC TXSC     - 4,168,530.      908,750.      MT  (+/- 180 meters Scaled)
 AW4214
 AW4214                          SUPERSEDED SURVEY CONTROL
 AW4214
 AW4214  NGVD 29 (??/??/92)   22.041  (m)           72.31   (f) ADJ UNCH    2 0
 AW4214
 AW4214.Superseded values are not recommended for survey control.
 AW4214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4214.See file dsdata.txt to determine how the superseded data were derived.
 AW4214
 AW4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN260463(NAD 83)
 AW4214_MARKER: DB = BENCH MARK DISK
 AW4214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4214_STAMPING: E 802 1943
 AW4214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4214+STABILITY: SURFACE MOTION
 AW4214
 AW4214  HISTORY     - Date     Condition        Report By
 AW4214  HISTORY     - 1943     MONUMENTED       CGS
 AW4214
 AW4214                          STATION DESCRIPTION
 AW4214
 AW4214'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4214'3.0 MI SW FROM GUY.
 AW4214'TO REACH FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE
 AW4214'SANTA FE RAILROAD AT GUY.  PROCEED SOUTHWESTERLY 3.0 MILES ALONG THE
 AW4214'SANTA FE RAILROAD TO MILE POST NO. 15 AND SITE OF BENCH MARK.  BENCH
 AW4214'MARK IS ABOUT 0.5 MILE NORTHEAST OF THE MOOREDALE SPUR TRACK AND
 AW4214'STOCK-LOADING PENS, 48.0 FEET SOUTHEAST OF AND ABOUT 3.0 FEET BELOW
 AW4214'THE CENTERLINE OF THE TRACK, 14.0 FEET SOUTH OF MILE POST NO. 15, 6.0
 AW4214'FEET SOUTHWEST OF A RAILROAD RAIL DRIVEN VERTICALLY IN GROUND, 3.0
 AW4214'FEET NORTHEAST OF A 4 BY 4 INCH WOODEN MARKER POST AND 2.0 FEET
 AW4214'NORTHWEST OF RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.3 FOOT,
 AW4214'AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4409 ***********************************************************************
 AW4409  DESIGNATION -  E 803
 AW4409  PID         -  AW4409
 AW4409  STATE/COUNTY-  TX/BRAZORIA
 AW4409  USGS QUAD   -  OTEY (1980)
 AW4409
 AW4409                         *CURRENT SURVEY CONTROL
 AW4409  ___________________________________________________________________
 AW4409* NAD 83(1986)-  29 18 05.     (N)    095 31 11.     (W)     SCALED    
 AW4409* NAVD 88     -        11.53   (+/-2cm)      37.8    (feet)  VERTCON   
 AW4409  ___________________________________________________________________
 AW4409  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW4409
 AW4409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4409
 AW4409.The horizontal coordinates were scaled from a topographic map and have
 AW4409.an estimated accuracy of +/- 6 seconds.
 AW4409
 AW4409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4409.The vertical order pertains to the NGVD 29 superseded value.
 AW4409
 AW4409.The geoid height was determined by GEOID03.
 AW4409
 AW4409;                    North         East    Units  Estimated Accuracy
 AW4409;SPC TXSC     - 4,167,730.      938,030.      MT  (+/- 180 meters Scaled)
 AW4409
 AW4409                          SUPERSEDED SURVEY CONTROL
 AW4409
 AW4409  NGVD 29 (??/??/92)   11.54   (m)           37.9    (f) COMPUTED    2 0
 AW4409
 AW4409.Superseded values are not recommended for survey control.
 AW4409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4409.See file dsdata.txt to determine how the superseded data were derived.
 AW4409
 AW4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN552440(NAD 83)
 AW4409_MARKER: DB = BENCH MARK DISK
 AW4409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4409_STAMPING: E 803 1943
 AW4409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4409+STABILITY: SURFACE MOTION
 AW4409
 AW4409  HISTORY     - Date     Condition        Report By
 AW4409  HISTORY     - 1943     MONUMENTED       CGS
 AW4409  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW4409
 AW4409                          STATION DESCRIPTION
 AW4409
 AW4409'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4409'5.0 MI W FROM BONNEY.
 AW4409'TO REACH FROM THE GENERAL STORE AT BONNEY.  PROCEED SOUTHERLY 0.9 MILE
 AW4409'ALONG STATE HIGHWAY NO. 288, THENCE WESTERLY 4.1 MILES ALONG THE
 AW4409'RAMSEY STATE PRISON FARM GRAVELED ROAD TO SITE OF BENCH MARK.  BENCH
 AW4409'MARK IS ABOUT 0.2 MILE WEST OF A STEEL CATTLE-GUARD, 77.0 FEET NORTH
 AW4409'OF AND ABOUT 6.0 FEET BELOW THE CENTERLINE OF THE GRAVELED ROAD, 70.0
 AW4409'FEET NORTH OF THE NORTHEAST CORNER OF A WOODEN BRIDGE, 65.0 FEET EAST
 AW4409'OF THE EAST BANK OF A DRAINAGE DITCH AND 3.0 FEET WEST OF A 4 BY 4
 AW4409'INCH WOODEN MARKER POST.  MONUMENT PROJECTS ABOUT 0.6 FOOT, AND SET IN
 AW4409'A CONCRETE POST.
 AW4409
 AW4409                          STATION RECOVERY (1963)
 AW4409
 AW4409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0557 ***********************************************************************
 BM0557  DESIGNATION -  E 804
 BM0557  PID         -  BM0557
 BM0557  STATE/COUNTY-  TX/TRAVIS
 BM0557  USGS QUAD   -  AUSTIN EAST (1988)
 BM0557
 BM0557                         *CURRENT SURVEY CONTROL
 BM0557  ___________________________________________________________________
 BM0557* NAD 83(1986)-  30 16 21.     (N)    097 39 08.     (W)     SCALED    
 BM0557* NAVD 88     -       137.11   (+/-2cm)     449.8    (feet)  VERTCON   
 BM0557  ___________________________________________________________________
 BM0557  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BM0557
 BM0557  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0557
 BM0557.The horizontal coordinates were scaled from a topographic map and have
 BM0557.an estimated accuracy of +/- 6 seconds.
 BM0557
 BM0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0557.The vertical order pertains to the NGVD 29 superseded value.
 BM0557
 BM0557.The geoid height was determined by GEOID03.
 BM0557
 BM0557;                    North         East    Units  Estimated Accuracy
 BM0557;SPC TX C     - 3,070,270.      957,950.      MT  (+/- 180 meters Scaled)
 BM0557
 BM0557                          SUPERSEDED SURVEY CONTROL
 BM0557
 BM0557  NGVD 29 (??/??/92)  137.019  (m)          449.54   (f) ADJ UNCH    1 2
 BM0557
 BM0557.Superseded values are not recommended for survey control.
 BM0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0557.See file dsdata.txt to determine how the superseded data were derived.
 BM0557
 BM0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU296497(NAD 83)
 BM0557_MARKER: DB = BENCH MARK DISK
 BM0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0557_STAMPING: E 804 1953
 BM0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0557+STABILITY: SURFACE MOTION
 BM0557
 BM0557  HISTORY     - Date     Condition        Report By
 BM0557  HISTORY     - 1953     MONUMENTED       CGS
 BM0557  HISTORY     - 19860619 MARK NOT FOUND   USGS
 BM0557  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0557  HISTORY     - 19910222 GOOD             USPSQD
 BM0557  HISTORY     - 19991231 GOOD             USPSQD
 BM0557  HISTORY     - 20030308 GOOD             USPSQD
 BM0557
 BM0557                          STATION DESCRIPTION
 BM0557
 BM0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0557'5.8 MI E FROM AUSTIN.
 BM0557'5.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0557'STATION AT AUSTIN, 36 FEET NORTHEAST OF THE 1ST POLE SOUTH OF MILEPOST
 BM0557'109, 35 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 26
 BM0557'FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A SHEET IRON WAREHOUSE, 1.5
 BM0557'FEET NORTHWEST OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN
 BM0557'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BM0557
 BM0557                          STATION RECOVERY (1986)
 BM0557
 BM0557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0557'MARK NOT FOUND.
 BM0557
 BM0557                          STATION RECOVERY (1990)
 BM0557
 BM0557'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWH)
 BM0557'MARK NOT FOUND.
 BM0557
 BM0557                          STATION RECOVERY (1991)
 BM0557
 BM0557'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0557'RECOVERED IN GOOD CONDITION.
 BM0557
 BM0557                          STATION RECOVERY (1999)
 BM0557
 BM0557'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0557'RECOVERED IN GOOD CONDITION.
 BM0557
 BM0557                          STATION RECOVERY (2003)
 BM0557
 BM0557'RECOVERY NOTE BY US POWER SQUADRON 2003 (MDS)
 BM0557'FENCE AND WITNESS POST ARE NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0408 ***********************************************************************
 BM0408  DESIGNATION -  E 805
 BM0408  PID         -  BM0408
 BM0408  STATE/COUNTY-  TX/BASTROP
 BM0408  USGS QUAD   -  ELGIN EAST (1982)
 BM0408
 BM0408                         *CURRENT SURVEY CONTROL
 BM0408  ___________________________________________________________________
 BM0408* NAD 83(1986)-  30 15 37.     (N)    097 20 29.     (W)     SCALED    
 BM0408* NAVD 88     -       139.56   (+/-2cm)     457.9    (feet)  VERTCON   
 BM0408  ___________________________________________________________________
 BM0408  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BM0408
 BM0408  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0408
 BM0408.The horizontal coordinates were scaled from a topographic map and have
 BM0408.an estimated accuracy of +/- 6 seconds.
 BM0408
 BM0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0408.The vertical order pertains to the NGVD 29 superseded value.
 BM0408
 BM0408.The geoid height was determined by GEOID03.
 BM0408
 BM0408;                    North         East    Units  Estimated Accuracy
 BM0408;SPC TX C     - 3,069,680.      987,880.      MT  (+/- 180 meters Scaled)
 BM0408
 BM0408                          SUPERSEDED SURVEY CONTROL
 BM0408
 BM0408  NGVD 29 (??/??/92)  139.493  (m)          457.65   (f) ADJ UNCH    1 2
 BM0408
 BM0408.Superseded values are not recommended for survey control.
 BM0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0408.See file dsdata.txt to determine how the superseded data were derived.
 BM0408
 BM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU595487(NAD 83)
 BM0408_MARKER: DB = BENCH MARK DISK
 BM0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0408_STAMPING: E 805 1953
 BM0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0408+STABILITY: SURFACE MOTION
 BM0408
 BM0408  HISTORY     - Date     Condition        Report By
 BM0408  HISTORY     - 1953     MONUMENTED       CGS
 BM0408
 BM0408                          STATION DESCRIPTION
 BM0408
 BM0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0408'6.3 MI SE FROM ELGIN.
 BM0408'6.3 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0408'THE STATION AT ELGIN, 94.5 FEET SOUTHWEST OF MILEPOST 941, 48.5 FEET
 BM0408'WEST OF THE WEST RAIL, 66 FEET NORTHWEST OF A TELEPHONE POLE, 43 FEET
 BM0408'SOUTH OF A FENCE CORNER, 5.3 FEET WEST OF A FENCE, 2.9 FEET NORTH OF A
 BM0408'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 BM0408'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0447 ***********************************************************************
 BM0447  DESIGNATION -  E 806
 BM0447  PID         -  BM0447
 BM0447  STATE/COUNTY-  TX/BASTROP
 BM0447  USGS QUAD   -  BASTROP (1982)
 BM0447
 BM0447                         *CURRENT SURVEY CONTROL
 BM0447  ___________________________________________________________________
 BM0447* NAD 83(1986)-  30 00 25.     (N)    097 15 10.     (W)     SCALED    
 BM0447* NAVD 88     -       104.42   (+/-2cm)     342.6    (feet)  VERTCON   
 BM0447  ___________________________________________________________________
 BM0447  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BM0447
 BM0447  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0447
 BM0447.The horizontal coordinates were scaled from a topographic map and have
 BM0447.an estimated accuracy of +/- 6 seconds.
 BM0447
 BM0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0447.The vertical order pertains to the NGVD 29 superseded value.
 BM0447
 BM0447.The geoid height was determined by GEOID03.
 BM0447
 BM0447;                    North         East    Units  Estimated Accuracy
 BM0447;SPC TX C     - 3,041,840.      997,180.      MT  (+/- 180 meters Scaled)
 BM0447
 BM0447                          SUPERSEDED SURVEY CONTROL
 BM0447
 BM0447  NGVD 29 (??/??/92)  104.377  (m)          342.44   (f) ADJ UNCH    1 2
 BM0447
 BM0447.Superseded values are not recommended for survey control.
 BM0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0447.See file dsdata.txt to determine how the superseded data were derived.
 BM0447
 BM0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU685208(NAD 83)
 BM0447_MARKER: DB = BENCH MARK DISK
 BM0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0447_STAMPING: E 806 1953
 BM0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0447+STABILITY: SURFACE MOTION
 BM0447
 BM0447  HISTORY     - Date     Condition        Report By
 BM0447  HISTORY     - 1953     MONUMENTED       CGS
 BM0447  HISTORY     - 1973     MARK NOT FOUND   NGS
 BM0447  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 BM0447
 BM0447                          STATION DESCRIPTION
 BM0447
 BM0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0447'6.4 MI NW FROM SMITHVILLE.
 BM0447'6.4 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0447'THE STATION AT SMITHVILLE, 90 FEET SOUTH OF THE 1ST POLE WEST OF
 BM0447'MILEPOST 963, 225 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD
 BM0447'CROSSING, 43.3 FEET SOUTH OF THE SOUTH RAIL, 50 FEET NORTHEAST OF THE
 BM0447'CENTER OF THE ENTRANCE TO A BARN YARD, 50 FEET NORTHEAST OF THE CENTER
 BM0447'LINE OF A TRACK ROAD LEADING SOUTHWEST, 19 FEET NORTH OF THE CENTER
 BM0447'LINE OF A GRAVELED ROAD, 1.6 FEET NORTH OF A FENCE, 2.7 FEET EAST OF A
 BM0447'WITNESS POST, 0.75 MILE EAST OF THE STATION SIGN AT UPTON, 4 FEET
 BM0447'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0447'PROJECTS 1.0 FOOT ABOVE THE GROUND.
 BM0447
 BM0447                          STATION RECOVERY (1973)
 BM0447
 BM0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BM0447'MARK NOT FOUND.
 BM0447
 BM0447                          STATION RECOVERY (2004)
 BM0447
 BM0447'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGG)
 BM0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2406 ***********************************************************************
 AX2406  DESIGNATION -  E 807 RESET 1957
 AX2406  PID         -  AX2406
 AX2406  STATE/COUNTY-  TX/GUADALUPE
 AX2406  USGS QUAD   -  SEGUIN (1994)
 AX2406
 AX2406                         *CURRENT SURVEY CONTROL
 AX2406  ___________________________________________________________________
 AX2406* NAD 83(1986)-  29 34 51.     (N)    097 58 11.     (W)     SCALED    
 AX2406* NAVD 88     -       164.51   (+/-2cm)     539.7    (feet)  VERTCON   
 AX2406  ___________________________________________________________________
 AX2406  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX2406
 AX2406  VERT ORDER  -  THIRD (See Below)
 AX2406
 AX2406.The horizontal coordinates were scaled from a topographic map and have
 AX2406.an estimated accuracy of +/- 6 seconds.
 AX2406
 AX2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2406.The vertical order pertains to the NGVD 29 superseded value.
 AX2406
 AX2406.The geoid height was determined by GEOID03.
 AX2406
 AX2406;                    North         East    Units  Estimated Accuracy
 AX2406;SPC TXSC     - 4,194,110.      699,810.      MT  (+/- 180 meters Scaled)
 AX2406
 AX2406                          SUPERSEDED SURVEY CONTROL
 AX2406
 AX2406  NGVD 29 (??/??/??)  164.44   (m)          539.5    (f) RESET       3  
 AX2406
 AX2406.Superseded values are not recommended for survey control.
 AX2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2406.See file dsdata.txt to determine how the superseded data were derived.
 AX2406
 AX2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT997727(NAD 83)
 AX2406_MARKER: DD = SURVEY DISK
 AX2406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2406_SP_SET: WALK
 AX2406_STAMPING: E 807 RESET 1957
 AX2406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2406
 AX2406  HISTORY     - Date     Condition        Report By
 AX2406  HISTORY     - 1957     MONUMENTED       TXHD
 AX2406  HISTORY     - 1959     GOOD             NGS
 AX2406  HISTORY     - 1987     GOOD             USPSQD
 AX2406  HISTORY     - 19930808 GOOD             USPSQD
 AX2406  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2406  HISTORY     - 20020525 MARK NOT FOUND   USPSQD
 AX2406  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2406
 AX2406                          STATION DESCRIPTION
 AX2406
 AX2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2406'IN SEGUIN.
 AX2406'MARK IS IN THE NORTHWEST POINT OF THE INTERSECTION OF W. KINGSBURY
 AX2406'WHICH IS THE CITY ROUTE OF U.S. HIGHWAY NO. 90 AND GUADALUPE STREET,
 AX2406'IN THE NORTHWEST PART OF THE BUSINESS SECTION OF SEGUIN.  IT IS 0.3
 AX2406'MILE WEST OF THE INTERSECTION OF U.S. NO. 90 AND STATE HIGHWAY NO.
 AX2406'123.  A DISK STAMPED E 807 RESET 1957 IN THE TOP OF THE CONCRETE WALK
 AX2406'AND STORM SEWER INTAKE AND 1 FOOT NORTHWEST OF THE EDGE OF THE CURB.
 AX2406
 AX2406                          STATION RECOVERY (1987)
 AX2406
 AX2406'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2406'RECOVERED IN GOOD CONDITION.
 AX2406
 AX2406                          STATION RECOVERY (1993)
 AX2406
 AX2406'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2406'RECOVERED IN GOOD CONDITION.
 AX2406
 AX2406                          STATION RECOVERY (1999)
 AX2406
 AX2406'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2406'MARK NOT FOUND.
 AX2406
 AX2406                          STATION RECOVERY (2002)
 AX2406
 AX2406'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX2406'SECTION OF SIDEWALK HAS BEEN REPLACED BY THE CITY.  MARKER NO LONGER
 AX2406'EXISTS.
 AX2406
 AX2406                          STATION RECOVERY (2005)
 AX2406
 AX2406'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0565 ***********************************************************************
 AY0565  DESIGNATION -  E 809
 AY0565  PID         -  AY0565
 AY0565  STATE/COUNTY-  TX/GUADALUPE
 AY0565  USGS QUAD   -  NEW BERLIN (1957)
 AY0565
 AY0565                         *CURRENT SURVEY CONTROL
 AY0565  ___________________________________________________________________
 AY0565* NAD 83(1986)-  29 25 21.     (N)    098 01 52.     (W)     SCALED    
 AY0565* NAVD 88     -       159.69   (+/-2cm)     523.9    (feet)  VERTCON   
 AY0565  ___________________________________________________________________
 AY0565  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AY0565
 AY0565  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0565
 AY0565.The horizontal coordinates were scaled from a topographic map and have
 AY0565.an estimated accuracy of +/- 6 seconds.
 AY0565
 AY0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0565.The vertical order pertains to the NGVD 29 superseded value.
 AY0565
 AY0565.The geoid height was determined by GEOID03.
 AY0565
 AY0565;                    North         East    Units  Estimated Accuracy
 AY0565;SPC TXSC     - 4,176,510.      694,010.      MT  (+/- 180 meters Scaled)
 AY0565
 AY0565                          SUPERSEDED SURVEY CONTROL
 AY0565
 AY0565  NGVD 29 (??/??/92)  159.608  (m)          523.65   (f) ADJ UNCH    2 0
 AY0565
 AY0565.Superseded values are not recommended for survey control.
 AY0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0565.See file dsdata.txt to determine how the superseded data were derived.
 AY0565
 AY0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT939551(NAD 83)
 AY0565_MARKER: DB = BENCH MARK DISK
 AY0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0565_STAMPING: E 809 1943
 AY0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0565+STABILITY: SURFACE MOTION
 AY0565
 AY0565  HISTORY     - Date     Condition        Report By
 AY0565  HISTORY     - 1943     MONUMENTED       CGS
 AY0565  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0565  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0565
 AY0565                          STATION DESCRIPTION
 AY0565
 AY0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0565'9.9 MI NE FROM LAVERNIA.
 AY0565'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 4.2 MILES NORTHERLY
 AY0565'ALONG THE LAVERNIA-NEW BERLIN ROAD TO A CROSS ROAD INTERSECTION,
 AY0565'THENCE 4.9 MILES EASTERLY TO A SIDE ROAD INTERSECTION LEADING NORTH,
 AY0565'THENCE 0.8 MILE NORTHERLY TO SITE OF BENCH MARK. BENCH MARK IS ABOUT
 AY0565'0.25 MILE NORTH OF A SIDE ROAD INTERSECTION LEADING EAST, AND ABOUT
 AY0565'75.0 FEET WEST OF THE SOUTHWEST CORNER OF THE SANDY ELM SCHOOL HOUSE.
 AY0565'IT IS 36.0 FEET EAST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF
 AY0565'ROAD, 11.2 FEET SOUTHEAST OF A 30-INCH ELM TREE, AND 3.0 FEET NORTH OF
 AY0565'A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT. A STANDARD
 AY0565'DISK, STAMPED E 809 1943 AND SET IN THE TOP OF A CONCRETE POST.
 AY0565
 AY0565                          STATION RECOVERY (1999)
 AY0565
 AY0565'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0565'MARK NOT FOUND.
 AY0565
 AY0565                          STATION RECOVERY (2003)
 AY0565
 AY0565'RECOVERY NOTE BY US POWER SQUADRON 2003 (DLJ)
 AY0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0270 ***********************************************************************
 BN0270  DESIGNATION -  E 81
 BN0270  PID         -  BN0270
 BN0270  STATE/COUNTY-  TX/GILLESPIE
 BN0270  USGS QUAD   -  CHERRY SPRING (1967)
 BN0270
 BN0270                         *CURRENT SURVEY CONTROL
 BN0270  ___________________________________________________________________
 BN0270* NAD 83(1986)-  30 29 00.     (N)    099 00 34.     (W)     SCALED    
 BN0270* NAVD 88     -       545.167  (meters)    1788.60   (feet)  ADJUSTED  
 BN0270  ___________________________________________________________________
 BN0270  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 BN0270  DYNAMIC HT  -         544.414 (meters)    1786.13  (feet)  COMP
 BN0270  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 BN0270
 BN0270  VERT ORDER  -  FIRST     CLASS II
 BN0270
 BN0270.The horizontal coordinates were scaled from a topographic map and have
 BN0270.an estimated accuracy of +/- 6 seconds.
 BN0270
 BN0270.The orthometric height was determined by differential leveling
 BN0270.and adjusted by the National Geodetic Survey in June 1991..
 BN0270
 BN0270.The geoid height was determined by GEOID03.
 BN0270
 BN0270.The dynamic height is computed by dividing the NAVD 88
 BN0270.geopotential number by the normal gravity value computed on the
 BN0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0270.degrees latitude (g = 980.6199 gals.).
 BN0270
 BN0270.The modeled gravity was interpolated from observed gravity values.
 BN0270
 BN0270;                    North         East    Units  Estimated Accuracy
 BN0270;SPC TX C     - 3,091,290.      827,100.      MT  (+/- 180 meters Scaled)
 BN0270
 BN0270                          SUPERSEDED SURVEY CONTROL
 BN0270
 BN0270  NGVD 29 (??/??/92)  545.118  (m)         1788.44   (f) ADJ UNCH    1 2
 BN0270
 BN0270.Superseded values are not recommended for survey control.
 BN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0270.See file dsdata.txt to determine how the superseded data were derived.
 BN0270
 BN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU990723(NAD 83)
 BN0270_MARKER: DB = BENCH MARK DISK
 BN0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0270_STAMPING: E 81 1931
 BN0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0270+STABILITY: SURFACE MOTION
 BN0270
 BN0270  HISTORY     - Date     Condition        Report By
 BN0270  HISTORY     - 1931     MONUMENTED       CGS
 BN0270  HISTORY     - 1967     GOOD             USGS
 BN0270  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0270  HISTORY     - 19930804 MARK NOT FOUND   USPSQD
 BN0270  HISTORY     - 20030120 MARK NOT FOUND   USPSQD
 BN0270  HISTORY     - 20040326 GOOD             USPSQD
 BN0270
 BN0270                          STATION DESCRIPTION
 BN0270
 BN0270'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BN0270'17.2 MI NW FROM FREDERICKSBURG.
 BN0270'17.2 MILES NW ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0270'FREDERICKSBURG, GILLESPIE COUNTY, 1 MILE SE OF GILLESPIE-MASON COUNTY
 BN0270'LINE, 130 FEET SE OF HENRY L. KEYSER, SR. HOME, 161 FEET SW CENTER
 BN0270'LINE HIGHWAY 87.1 FOOT NE OF A FENCE AND 2 FEET NW OF A WHITE WITNESS
 BN0270'POST.  A STANDARD DISK, STAMPED E 81 1931 AND SET IN THE TOP OF A
 BN0270'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 BN0270
 BN0270                          STATION RECOVERY (1982)
 BN0270
 BN0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0270'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 BN0270
 BN0270                          STATION RECOVERY (1993)
 BN0270
 BN0270'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0270'MARK NOT FOUND.
 BN0270
 BN0270                          STATION RECOVERY (2003)
 BN0270
 BN0270'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0270'MARK NOT FOUND.
 BN0270
 BN0270                          STATION RECOVERY (2004)
 BN0270
 BN0270'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4185 ***********************************************************************
 AW4185  DESIGNATION -  E 811
 AW4185  PID         -  AW4185
 AW4185  STATE/COUNTY-  TX/FORT BEND
 AW4185  USGS QUAD   -  NEEDVILLE (1980)
 AW4185
 AW4185                         *CURRENT SURVEY CONTROL
 AW4185  ___________________________________________________________________
 AW4185* NAD 83(1986)-  29 25 10.     (N)    095 50 05.     (W)     SCALED    
 AW4185* NAVD 88     -        27.02   (+/-2cm)      88.6    (feet)  VERTCON   
 AW4185  ___________________________________________________________________
 AW4185  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4185
 AW4185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4185
 AW4185.The horizontal coordinates were scaled from a topographic map and have
 AW4185.an estimated accuracy of +/- 6 seconds.
 AW4185
 AW4185.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4185.The vertical order pertains to the NGVD 29 superseded value.
 AW4185
 AW4185.The geoid height was determined by GEOID03.
 AW4185
 AW4185;                    North         East    Units  Estimated Accuracy
 AW4185;SPC TXSC     - 4,179,940.      907,090.      MT  (+/- 180 meters Scaled)
 AW4185
 AW4185                          SUPERSEDED SURVEY CONTROL
 AW4185
 AW4185  NGVD 29 (??/??/92)   27.021  (m)           88.65   (f) ADJ UNCH    2 0
 AW4185
 AW4185.Superseded values are not recommended for survey control.
 AW4185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4185.See file dsdata.txt to determine how the superseded data were derived.
 AW4185
 AW4185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN249578(NAD 83)
 AW4185_MARKER: DB = BENCH MARK DISK
 AW4185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4185_SP_SET: CULVERT
 AW4185_STAMPING: E 811 1943
 AW4185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4185
 AW4185  HISTORY     - Date     Condition        Report By
 AW4185  HISTORY     - 1943     MONUMENTED       CGS
 AW4185  HISTORY     - 1959     GOOD             NGS
 AW4185  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4185  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4185  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4185
 AW4185                          STATION DESCRIPTION
 AW4185
 AW4185'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4185'10.0 MI S FROM ROSENBERG.
 AW4185'TO REACH FROM THE FIRST BAPTIST CHURCH AT ROSENBERG, PROCEED 10.0
 AW4185'MILES SOUTHERLY ALONG STATE HIGHWAY NO.36 TO A CONCRETE CULVERT AND
 AW4185'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AW4185'SOUTH END OF WEST HEADWALL OF A 4X20 FOOT FIVE WAY CONCRETE BOX
 AW4185'CULVERT UNDER THE HIGHWAY.  IT IS 0.15 MILE NORTH OF THE INTERSECTION
 AW4185'OF A DIRT CROSS ROAD, 17.5 FEET WEST OF AND ABOUT THE SAME ELEVATION
 AW4185'AS THE CENTERLINE OF THE HIGHWAY.
 AW4185
 AW4185                          STATION RECOVERY (1959)
 AW4185
 AW4185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW4185'RECOVERED IN GOOD CONDITION.
 AW4185
 AW4185                          STATION RECOVERY (1988)
 AW4185
 AW4185'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4185'MARK NOT FOUND.
 AW4185
 AW4185                          STATION RECOVERY (1989)
 AW4185
 AW4185'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4185'MARK NOT FOUND.
 AW4185
 AW4185                          STATION RECOVERY (1995)
 AW4185
 AW4185'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0087 ***********************************************************************
 AX0087  DESIGNATION -  E 812
 AX0087  PID         -  AX0087
 AX0087  STATE/COUNTY-  TX/WHARTON
 AX0087  USGS QUAD   -  EAST BERNARD (1980)
 AX0087
 AX0087                         *CURRENT SURVEY CONTROL
 AX0087  ___________________________________________________________________
 AX0087* NAD 83(1986)-  29 31 58.     (N)    096 03 24.     (W)     SCALED    
 AX0087* NAVD 88     -        34.69   (+/-2cm)     113.8    (feet)  VERTCON   
 AX0087  ___________________________________________________________________
 AX0087  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0087
 AX0087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0087
 AX0087.The horizontal coordinates were scaled from a topographic map and have
 AX0087.an estimated accuracy of +/- 6 seconds.
 AX0087
 AX0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0087.The vertical order pertains to the NGVD 29 superseded value.
 AX0087
 AX0087.The geoid height was determined by GEOID03.
 AX0087
 AX0087;                    North         East    Units  Estimated Accuracy
 AX0087;SPC TXSC     - 4,191,930.      885,250.      MT  (+/- 180 meters Scaled)
 AX0087
 AX0087                          SUPERSEDED SURVEY CONTROL
 AX0087
 AX0087  NGVD 29 (??/??/92)   34.688  (m)          113.81   (f) ADJ UNCH    2 0
 AX0087
 AX0087.Superseded values are not recommended for survey control.
 AX0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0087.See file dsdata.txt to determine how the superseded data were derived.
 AX0087
 AX0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT852706(NAD 83)
 AX0087_MARKER: DB = BENCH MARK DISK
 AX0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0087_SP_SET: BRIDGE
 AX0087_STAMPING: E 812 1943
 AX0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0087
 AX0087  HISTORY     - Date     Condition        Report By
 AX0087  HISTORY     - 1943     MONUMENTED       CGS
 AX0087  HISTORY     - 1954     GOOD             NGS
 AX0087  HISTORY     - 19910607 GOOD             USPSQD
 AX0087
 AX0087                          STATION DESCRIPTION
 AX0087
 AX0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0087'0.8 MI E FROM EAST BERNARD.
 AX0087'0.8 MILE EAST ALONG U.S. HIGHWAY 90 A FROM THE TEXAS AND NEW ORLEANS
 AX0087'RAILROAD STATION AT EAST BERNARD, WHARTON COUNTY, 0.05 MILE WEST OF
 AX0087'THE WHARTON-FORT BEND COUNTY LINE, AT A LARGE STEEL AND CONCRETE
 AX0087'BRIDGE OVER SAN BERNARD RIVER, IN THE TOP OF THE NORTHWEST WINGWALL,
 AX0087'12.2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.2 FEET WEST OF THE
 AX0087'WEST END OF THE NORTH GUARDRAIL, AND LEVEL WITH THE HIGHWAY.  A
 AX0087'STANDARD DISK, STAMPED E 812 1943.
 AX0087
 AX0087                          STATION RECOVERY (1991)
 AX0087
 AX0087'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0102 ***********************************************************************
 AX0102  DESIGNATION -  E 813
 AX0102  PID         -  AX0102
 AX0102  STATE/COUNTY-  TX/COLORADO
 AX0102  USGS QUAD   -  EAGLE LAKE (1981)
 AX0102
 AX0102                         *CURRENT SURVEY CONTROL
 AX0102  ___________________________________________________________________
 AX0102* NAD 83(1986)-  29 34 24.     (N)    096 17 35.     (W)     SCALED    
 AX0102* NAVD 88     -        53.13   (+/-2cm)     174.3    (feet)  VERTCON   
 AX0102  ___________________________________________________________________
 AX0102  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0102
 AX0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0102
 AX0102.The horizontal coordinates were scaled from a topographic map and have
 AX0102.an estimated accuracy of +/- 6 seconds.
 AX0102
 AX0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0102.The vertical order pertains to the NGVD 29 superseded value.
 AX0102
 AX0102.The geoid height was determined by GEOID03.
 AX0102
 AX0102;                    North         East    Units  Estimated Accuracy
 AX0102;SPC TXSC     - 4,195,870.      862,240.      MT  (+/- 180 meters Scaled)
 AX0102
 AX0102                          SUPERSEDED SURVEY CONTROL
 AX0102
 AX0102  NGVD 29 (??/??/92)   53.116  (m)          174.26   (f) ADJ UNCH    2 0
 AX0102
 AX0102.Superseded values are not recommended for survey control.
 AX0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0102.See file dsdata.txt to determine how the superseded data were derived.
 AX0102
 AX0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT622745(NAD 83)
 AX0102_MARKER: DB = BENCH MARK DISK
 AX0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0102_SP_SET: CONCRETE BASE
 AX0102_STAMPING: E 813 1943
 AX0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0102
 AX0102  HISTORY     - Date     Condition        Report By
 AX0102  HISTORY     - 1943     MONUMENTED       CGS
 AX0102
 AX0102                          STATION DESCRIPTION
 AX0102
 AX0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0102'2.8 MI E FROM EAGLE LAKE.
 AX0102'2.8 MILES EAST ALONG U.S. HIGHWAY 90 A FROM THE TOWN SQUARE AT EAGLE
 AX0102'LAKE, COLORADO COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 91 FEET
 AX0102'NORTH ACROSS THE TRACK FROM THE CENTERLINE OF THE HIGHWAY, 10.2 FEET
 AX0102'NORTH OF THE CENTERLINE OF THE TRACK, AT RAILROAD BLOCK SIGNAL 659, IN
 AX0102'THE TOP OF THE WEST END OF THE CONCRETE BASE, 1.3 FEET EAST OF THE
 AX0102'WEST END OF THE BASE, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A
 AX0102'STANDARD DISK, STAMPED E 813 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0167 ***********************************************************************
 AX0167  DESIGNATION -  E 815
 AX0167  PID         -  AX0167
 AX0167  STATE/COUNTY-  TX/COLORADO
 AX0167  USGS QUAD   -  ALLEYTON (1981)
 AX0167
 AX0167                         *CURRENT SURVEY CONTROL
 AX0167  ___________________________________________________________________
 AX0167* NAD 83(1986)-  29 44 00.     (N)    096 25 13.     (W)     SCALED    
 AX0167* NAVD 88     -        87.26   (+/-2cm)     286.3    (feet)  VERTCON   
 AX0167  ___________________________________________________________________
 AX0167  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX0167
 AX0167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0167
 AX0167.The horizontal coordinates were scaled from a topographic map and have
 AX0167.an estimated accuracy of +/- 6 seconds.
 AX0167
 AX0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0167.The vertical order pertains to the NGVD 29 superseded value.
 AX0167
 AX0167.The geoid height was determined by GEOID03.
 AX0167
 AX0167;                    North         East    Units  Estimated Accuracy
 AX0167;SPC TXSC     - 4,213,320.      849,520.      MT  (+/- 180 meters Scaled)
 AX0167
 AX0167                          SUPERSEDED SURVEY CONTROL
 AX0167
 AX0167  NGVD 29 (??/??/92)   87.233  (m)          286.20   (f) ADJ UNCH    2 0
 AX0167
 AX0167.Superseded values are not recommended for survey control.
 AX0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0167.See file dsdata.txt to determine how the superseded data were derived.
 AX0167
 AX0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT495920(NAD 83)
 AX0167_MARKER: DB = BENCH MARK DISK
 AX0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0167_STAMPING: E 815 1943
 AX0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0167+STABILITY: SURFACE MOTION
 AX0167
 AX0167  HISTORY     - Date     Condition        Report By
 AX0167  HISTORY     - 1943     MONUMENTED       CGS
 AX0167  HISTORY     - 1958     MARK NOT FOUND   NGS
 AX0167  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0167
 AX0167                          STATION DESCRIPTION
 AX0167
 AX0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0167'2.6 MI SW FROM BERNARDO.
 AX0167'TO REACH FROM THE FOUR CORNERS AT BERNARDO, PROCEED 2.6 MILES
 AX0167'SOUTHWESTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX0167'IS 27.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX0167'CENTERLINE OF THE ROAD.  IT IS 27.0 FEET SOUTHWEST OF THE CENTERLINE
 AX0167'OF A PRIVATE DIRT ROAD LEADING SOUTHEAST TO A FARM HOUSE, 1.5 FOOT
 AX0167'SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.5 FEET
 AX0167'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT
 AX0167'ABOVE THE GROUND.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 AX0167
 AX0167                          STATION RECOVERY (1958)
 AX0167
 AX0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AX0167'MARK NOT FOUND.
 AX0167
 AX0167                          STATION RECOVERY (1991)
 AX0167
 AX0167'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0149 ***********************************************************************
 AX0149  DESIGNATION -  E 816
 AX0149  PID         -  AX0149
 AX0149  STATE/COUNTY-  TX/AUSTIN
 AX0149  USGS QUAD   -  REXVILLE (1981)
 AX0149
 AX0149                         *CURRENT SURVEY CONTROL
 AX0149  ___________________________________________________________________
 AX0149* NAD 83(1986)-  29 41 48.     (N)    096 14 10.     (W)     SCALED    
 AX0149* NAVD 88     -        57.16   (+/-2cm)     187.5    (feet)  VERTCON   
 AX0149  ___________________________________________________________________
 AX0149  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0149
 AX0149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0149
 AX0149.The horizontal coordinates were scaled from a topographic map and have
 AX0149.an estimated accuracy of +/- 6 seconds.
 AX0149
 AX0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0149.The vertical order pertains to the NGVD 29 superseded value.
 AX0149
 AX0149.The geoid height was determined by GEOID03.
 AX0149
 AX0149;                    North         East    Units  Estimated Accuracy
 AX0149;SPC TXSC     - 4,209,670.      867,430.      MT  (+/- 180 meters Scaled)
 AX0149
 AX0149                          SUPERSEDED SURVEY CONTROL
 AX0149
 AX0149  NGVD 29 (??/??/92)   57.137  (m)          187.46   (f) ADJ UNCH    2 0
 AX0149
 AX0149.Superseded values are not recommended for survey control.
 AX0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0149.See file dsdata.txt to determine how the superseded data were derived.
 AX0149
 AX0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT674883(NAD 83)
 AX0149_MARKER: DB = BENCH MARK DISK
 AX0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0149_STAMPING: E 816 1943
 AX0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0149+STABILITY: SURFACE MOTION
 AX0149
 AX0149  HISTORY     - Date     Condition        Report By
 AX0149  HISTORY     - 1943     MONUMENTED       CGS
 AX0149  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0149
 AX0149                          STATION DESCRIPTION
 AX0149
 AX0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0149'8 0 MI SW FROM SEALY.
 AX0149'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD FREIGHT STATION
 AX0149'AT SEALY, PROCEED 8.0 MILES  SOUTHWESTERLY ALONG THE TRACK TO MILE
 AX0149'POST NO. 8 AND SITE OF BENCH MARK.  BENCH MARK IS 94.2 FEET SOUTHEAST
 AX0149'OF AND ACROSS THE TRACK FROM MILE POST NO. 8 IT IS 46.5 FEET SOUTHEAST
 AX0149'OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE TRACK, 3.5 FEET
 AX0149'NORTHWEST OF THE SOUTHEAST RIGHAT-OF-WAY FENCE.  MONUMENT IS 2.1 FEET
 AX0149'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT
 AX0149'ABOVE THE GROUND.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 AX0149
 AX0149                          STATION RECOVERY (1999)
 AX0149
 AX0149'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0175 ***********************************************************************
 AX0175  DESIGNATION -  E 817
 AX0175  PID         -  AX0175
 AX0175  STATE/COUNTY-  TX/COLORADO
 AX0175  USGS QUAD   -  EAGLE LAKE (1981)
 AX0175
 AX0175                         *CURRENT SURVEY CONTROL
 AX0175  ___________________________________________________________________
 AX0175* NAD 83(1986)-  29 37 25.     (N)    096 18 25.     (W)     SCALED    
 AX0175* NAVD 88     -        54.05   (+/-2cm)     177.3    (feet)  VERTCON   
 AX0175  ___________________________________________________________________
 AX0175  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0175
 AX0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0175
 AX0175.The horizontal coordinates were scaled from a topographic map and have
 AX0175.an estimated accuracy of +/- 6 seconds.
 AX0175
 AX0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0175.The vertical order pertains to the NGVD 29 superseded value.
 AX0175
 AX0175.The geoid height was determined by GEOID03.
 AX0175
 AX0175;                    North         East    Units  Estimated Accuracy
 AX0175;SPC TXSC     - 4,201,410.      860,760.      MT  (+/- 180 meters Scaled)
 AX0175
 AX0175                          SUPERSEDED SURVEY CONTROL
 AX0175
 AX0175  NGVD 29 (??/??/92)   54.041  (m)          177.30   (f) ADJ UNCH    2 0
 AX0175
 AX0175.Superseded values are not recommended for survey control.
 AX0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0175.See file dsdata.txt to determine how the superseded data were derived.
 AX0175
 AX0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT607801(NAD 83)
 AX0175_MARKER: DB = BENCH MARK DISK
 AX0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0175_STAMPING: E 817 1943
 AX0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0175+STABILITY: SURFACE MOTION
 AX0175
 AX0175  HISTORY     - Date     Condition        Report By
 AX0175  HISTORY     - 1943     MONUMENTED       CGS
 AX0175  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX0175
 AX0175                          STATION DESCRIPTION
 AX0175
 AX0175'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX0175'4.5 MI N FROM EAGLE LAKE.
 AX0175'3.2 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AX0175'THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE, COLORADO COUNTY,
 AX0175'THENCE 1.3 MILES WEST ALONG A GRAVEL ROAD.  0.1 MILE WEST OF THE
 AX0175'JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO EAGLE LAKE, 29.6 FEET SOUTH
 AX0175'OF THE CENTERLINE OF THE ROAD, 0.4 FOOT NORTH OF THE SOUTH
 AX0175'RIGHT-OF-WAY FENCE, 2.2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 AX0175'LEVEL WITH THE ROAD.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 AX0175'POST PROJECTING 0.1 FOOT ABOVE GROUND.  NOTE-- GRADER HAS PUSHED DIRT
 AX0175'UP NEXT TO THE FENCE AND BENCH MARK MAY BE COVERED BY ABOUT 1.0 FOOT
 AX0175'OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1077 ***********************************************************************
 AX1077  DESIGNATION -  E 818 RESET 1958
 AX1077  PID         -  AX1077
 AX1077  STATE/COUNTY-  TX/FAYETTE
 AX1077  USGS QUAD   -  ELLINGER (1981)
 AX1077
 AX1077                         *CURRENT SURVEY CONTROL
 AX1077  ___________________________________________________________________
 AX1077* NAD 83(1986)-  29 50 40.     (N)    096 41 47.     (W)     SCALED    
 AX1077* NAVD 88     -       101.33   (+/-2cm)     332.4    (feet)  VERTCON   
 AX1077  ___________________________________________________________________
 AX1077  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX1077
 AX1077  VERT ORDER  -  THIRD (See Below)
 AX1077
 AX1077.The horizontal coordinates were scaled from a topographic map and have
 AX1077.an estimated accuracy of +/- 6 seconds.
 AX1077
 AX1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1077.The vertical order pertains to the NGVD 29 superseded value.
 AX1077
 AX1077.The geoid height was determined by GEOID03.
 AX1077
 AX1077;                    North         East    Units  Estimated Accuracy
 AX1077;SPC TXSC     - 4,225,080.      822,580.      MT  (+/- 180 meters Scaled)
 AX1077
 AX1077                          SUPERSEDED SURVEY CONTROL
 AX1077
 AX1077  NGVD 29 (??/??/??)  101.29   (m)          332.3    (f) RESET       3  
 AX1077
 AX1077.Superseded values are not recommended for survey control.
 AX1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1077.See file dsdata.txt to determine how the superseded data were derived.
 AX1077
 AX1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU225037(NAD 83)
 AX1077_MARKER: DB = BENCH MARK DISK
 AX1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1077_STAMPING: E 818 RESET 1958
 AX1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1077+STABILITY: SURFACE MOTION
 AX1077
 AX1077  HISTORY     - Date     Condition        Report By
 AX1077  HISTORY     - 1958     MONUMENTED       CGS
 AX1077  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1077
 AX1077                          STATION DESCRIPTION
 AX1077
 AX1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AX1077'0.7 MI NE FROM ELLINGER.
 AX1077'0.7 MILE NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE IN
 AX1077'ELLINGER, AT THE EAST BASE OF A LOW HILL AND DIVIDE, ABOUT 10 FEET
 AX1077'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE IN A SCRUB TIMBER AREA
 AX1077'SOUTH OF THE ROAD FROM A FIELD, A STANDARD DISK SET IN A CONCRETE POST
 AX1077'PROJECTING ABOUT 4 INCHES AND IS ABOUT 2 FEET SOUTH OF A 4X4 POST.
 AX1077
 AX1077                          STATION RECOVERY (1997)
 AX1077
 AX1077'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1093 ***********************************************************************
 AX1093  DESIGNATION -  E 819
 AX1093  PID         -  AX1093
 AX1093  STATE/COUNTY-  TX/FAYETTE
 AX1093  USGS QUAD   -  WEIMAR (1981)
 AX1093
 AX1093                         *CURRENT SURVEY CONTROL
 AX1093  ___________________________________________________________________
 AX1093* NAD 83(1986)-  29 41 32.     (N)    096 51 18.     (W)     SCALED    
 AX1093* NAVD 88     -       101.56   (+/-2cm)     333.2    (feet)  VERTCON   
 AX1093  ___________________________________________________________________
 AX1093  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX1093
 AX1093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1093
 AX1093.The horizontal coordinates were scaled from a topographic map and have
 AX1093.an estimated accuracy of +/- 6 seconds.
 AX1093
 AX1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1093.The vertical order pertains to the NGVD 29 superseded value.
 AX1093
 AX1093.The geoid height was determined by GEOID03.
 AX1093
 AX1093;                    North         East    Units  Estimated Accuracy
 AX1093;SPC TXSC     - 4,207,920.      807,560.      MT  (+/- 180 meters Scaled)
 AX1093
 AX1093                          SUPERSEDED SURVEY CONTROL
 AX1093
 AX1093  NGVD 29 (??/??/92)  101.533  (m)          333.11   (f) ADJ UNCH    2 0
 AX1093
 AX1093.Superseded values are not recommended for survey control.
 AX1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1093.See file dsdata.txt to determine how the superseded data were derived.
 AX1093
 AX1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT075866(NAD 83)
 AX1093_MARKER: DB = BENCH MARK DISK
 AX1093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1093_SP_SET: CULVERT
 AX1093_STAMPING: E 819 1943
 AX1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1093+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1093
 AX1093  HISTORY     - Date     Condition        Report By
 AX1093  HISTORY     - 1943     MONUMENTED       CGS
 AX1093  HISTORY     - 1970     GOOD             TXHD
 AX1093  HISTORY     - 1987     GOOD             USPSQD
 AX1093  HISTORY     - 1987     GOOD             USPSQD
 AX1093  HISTORY     - 1990     GOOD             USPSQD
 AX1093  HISTORY     - 19970608 GOOD             USPSQD
 AX1093  HISTORY     - 20020727 GOOD             USPSQD
 AX1093  HISTORY     - 20040318 GOOD             USPSQD
 AX1093  HISTORY     - 20050318 GOOD             USPSQD
 AX1093
 AX1093                          STATION DESCRIPTION
 AX1093
 AX1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1093'3.15 MI E FROM SCHULENBURG.
 AX1093'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 90 AND U.S. HIGHWAY NO.
 AX1093'77 AT SCHULENBURG, PROCEED 3.15 MILES EASTERLY ALONG U.S. HIGHWAY NO.
 AX1093'90 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1093'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 2X3
 AX1093'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 24.5 FEET NORTH OF
 AX1093'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX1093
 AX1093                          STATION RECOVERY (1970)
 AX1093
 AX1093'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1093'RECOVERED IN GOOD CONDITION.
 AX1093
 AX1093                          STATION RECOVERY (1987)
 AX1093
 AX1093'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1093'RECOVERED IN GOOD CONDITION.
 AX1093
 AX1093                          STATION RECOVERY (1987)
 AX1093
 AX1093'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1093'RECOVERED IN GOOD CONDITION.
 AX1093
 AX1093                          STATION RECOVERY (1990)
 AX1093
 AX1093'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX1093'RECOVERED IN GOOD CONDITION.
 AX1093
 AX1093                          STATION RECOVERY (1997)
 AX1093
 AX1093'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1093'RECOVERED IN GOOD CONDITION.
 AX1093
 AX1093                          STATION RECOVERY (2002)
 AX1093
 AX1093'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1093'RECOVERED IN GOOD CONDITION.
 AX1093
 AX1093                          STATION RECOVERY (2004)
 AX1093
 AX1093'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1093'RECOVERED IN GOOD CONDITION.
 AX1093
 AX1093                          STATION RECOVERY (2005)
 AX1093
 AX1093'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0915 ***********************************************************************
 AY0915  DESIGNATION -  E 82
 AY0915  PID         -  AY0915
 AY0915  STATE/COUNTY-  TX/KENDALL
 AY0915  USGS QUAD   -  WARING (1982)
 AY0915
 AY0915                         *CURRENT SURVEY CONTROL
 AY0915  ___________________________________________________________________
 AY0915* NAD 83(1986)-  29 57 21.     (N)    098 49 12.     (W)     SCALED    
 AY0915* NAVD 88     -       409.586  (meters)    1343.78   (feet)  POSTED    
 AY0915  ___________________________________________________________________
 AY0915  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AY0915  DYNAMIC HT  -         409.000 (meters)    1341.86  (feet)  COMP
 AY0915  MODELED GRAV-     979,203.5   (mgal)                       NAVD 88
 AY0915
 AY0915  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0915
 AY0915.The horizontal coordinates were scaled from a topographic map and have
 AY0915.an estimated accuracy of +/- 6 seconds.
 AY0915
 AY0915.The orthometric height was determined by differential leveling
 AY0915.and adjusted by the National Geodetic Survey in 1992..
 AY0915.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0915.rate of 0.0 thru 1.0 mm/km.
 AY0915
 AY0915.The geoid height was determined by GEOID03.
 AY0915
 AY0915.The dynamic height is computed by dividing the NAVD 88
 AY0915.geopotential number by the normal gravity value computed on the
 AY0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0915.degrees latitude (g = 980.6199 gals.).
 AY0915
 AY0915.The modeled gravity was interpolated from observed gravity values.
 AY0915
 AY0915;                    North         East    Units  Estimated Accuracy
 AY0915;SPC TXSC     - 4,235,250.      617,370.      MT  (+/- 180 meters Scaled)
 AY0915
 AY0915                          SUPERSEDED SURVEY CONTROL
 AY0915
 AY0915  NGVD 29 (??/??/92)  409.521  (m)         1343.57   (f) ADJ UNCH    1 2
 AY0915
 AY0915.Superseded values are not recommended for survey control.
 AY0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0915.See file dsdata.txt to determine how the superseded data were derived.
 AY0915
 AY0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU173139(NAD 83)
 AY0915_MARKER: DB = BENCH MARK DISK
 AY0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0915_STAMPING: E 82 1931
 AY0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0915+STABILITY: SURFACE MOTION
 AY0915
 AY0915  HISTORY     - Date     Condition        Report By
 AY0915  HISTORY     - 1931     MONUMENTED       CGS
 AY0915  HISTORY     - 1953     GOOD             NGS
 AY0915  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0915  HISTORY     - 19940323 GOOD             USPSQD
 AY0915
 AY0915                          STATION DESCRIPTION
 AY0915
 AY0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0915'1.2 MI NW FROM WARING.
 AY0915'1.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0915'STATION AT WARING, AT A ROAD CROSSING, 7 RAILS SOUTHEAST OF BRIDGE
 AY0915'283.51, 54 FEET NORTHWEST OF THE CENTER LINE OF A ROAD, 27.4 FEET
 AY0915'SOUTHWEST OF THE SOUTHWEST RAIL, 18 FEET NORTHEAST OF A FENCE, 2 FEET
 AY0915'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0915'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0915
 AY0915                          STATION RECOVERY (1982)
 AY0915
 AY0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0915'SEARCHED FOR BUT NOT RECOVERED, ROAD HAS BEEN WIDENED.
 AY0915
 AY0915                          STATION RECOVERY (1994)
 AY0915
 AY0915'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1440 ***********************************************************************
 AN1440  DESIGNATION -  E 820
 AN1440  PID         -  AN1440
 AN1440  STATE/COUNTY-  TX/BEE
 AN1440  USGS QUAD   -  BLANCONIA (1979)
 AN1440
 AN1440                         *CURRENT SURVEY CONTROL
 AN1440  ___________________________________________________________________
 AN1440* NAD 83(1986)-  28 23 24.     (N)    097 27 15.     (W)     SCALED    
 AN1440* NAVD 88     -        28.30   (+/-2cm)      92.8    (feet)  VERTCON   
 AN1440  ___________________________________________________________________
 AN1440  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1440
 AN1440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1440
 AN1440.The horizontal coordinates were scaled from a topographic map and have
 AN1440.an estimated accuracy of +/- 6 seconds.
 AN1440
 AN1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1440.The vertical order pertains to the NGVD 29 superseded value.
 AN1440
 AN1440.The geoid height was determined by GEOID03.
 AN1440
 AN1440;                    North         East    Units  Estimated Accuracy
 AN1440;SPC TXSC     - 4,062,700.      751,500.      MT  (+/- 180 meters Scaled)
 AN1440
 AN1440                          SUPERSEDED SURVEY CONTROL
 AN1440
 AN1440  NGVD 29 (??/??/92)   28.390  (m)           93.14   (f) ADJ UNCH    2 0
 AN1440
 AN1440.Superseded values are not recommended for survey control.
 AN1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1440.See file dsdata.txt to determine how the superseded data were derived.
 AN1440
 AN1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS514413(NAD 83)
 AN1440_MARKER: DB = BENCH MARK DISK
 AN1440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1440_SP_SET: CULVERT
 AN1440_STAMPING: E 820 1943
 AN1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1440
 AN1440  HISTORY     - Date     Condition        Report By
 AN1440  HISTORY     - 1943     MONUMENTED       CGS
 AN1440  HISTORY     - 19960727 POOR             USPSQD
 AN1440
 AN1440                          STATION DESCRIPTION
 AN1440
 AN1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1440'3.0 MI SW FROM BLANCONIA.
 AN1440'0.6 MILE SOUTH ALONG A COUNTY ROAD FROM THE CATHOLIC CHURCH AT
 AN1440'BLANCONIA, BEE COUNTY, THENCE 2.4 MILES WEST ALONG STATE HIGHWAY 202.
 AN1440'AT A 4- BY 3-FOOT TWO-SECTION CONCRETE CULVERT UNDER THE HIGHWAY, IN
 AN1440'THE EAST END OF THE SOUTH HEADWALL, 17.3 FEET SOUTH OF THE CENTERLINE
 AN1440'OF THE HIGHWAY, AND 0.6 FOOT ABOVE THE HIGHWAY.  A STANDARD DISK,
 AN1440'STAMPED E 820 1943.
 AN1440
 AN1440                          STATION RECOVERY (1996)
 AN1440
 AN1440'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1440'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1378 ***********************************************************************
 AX1378  DESIGNATION -  E 822
 AX1378  PID         -  AX1378
 AX1378  STATE/COUNTY-  TX/GONZALES
 AX1378  USGS QUAD   -  DILWORTH (1981)
 AX1378
 AX1378                         *CURRENT SURVEY CONTROL
 AX1378  ___________________________________________________________________
 AX1378* NAD 83(1986)-  29 34 59.     (N)    097 22 00.     (W)     SCALED    
 AX1378* NAVD 88     -       107.11   (+/-2cm)     351.4    (feet)  VERTCON   
 AX1378  ___________________________________________________________________
 AX1378  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AX1378
 AX1378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1378
 AX1378.The horizontal coordinates were scaled from a topographic map and have
 AX1378.an estimated accuracy of +/- 6 seconds.
 AX1378
 AX1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1378.The vertical order pertains to the NGVD 29 superseded value.
 AX1378
 AX1378.The geoid height was determined by GEOID03.
 AX1378
 AX1378;                    North         East    Units  Estimated Accuracy
 AX1378;SPC TXSC     - 4,195,020.      758,220.      MT  (+/- 180 meters Scaled)
 AX1378
 AX1378                          SUPERSEDED SURVEY CONTROL
 AX1378
 AX1378  NGVD 29 (??/??/92)  107.077  (m)          351.30   (f) ADJ UNCH    2 0
 AX1378
 AX1378.Superseded values are not recommended for survey control.
 AX1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1378.See file dsdata.txt to determine how the superseded data were derived.
 AX1378
 AX1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT581736(NAD 83)
 AX1378_MARKER: DB = BENCH MARK DISK
 AX1378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1378_SP_SET: CULVERT
 AX1378_STAMPING: E 822 1943
 AX1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1378
 AX1378  HISTORY     - Date     Condition        Report By
 AX1378  HISTORY     - 1943     MONUMENTED       CGS
 AX1378  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1378
 AX1378                          STATION DESCRIPTION
 AX1378
 AX1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1378'8.4 MI NE FROM GONZALES.
 AX1378'8.4 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 AX1378'GONZALES, GONZALES COUNTY, AT A Y-ROAD JUNCTION, AT THE CENTER OF THE
 AX1378'WYE, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE
 AX1378'NORTHWEST HEADWALL, 29 FEET NORTHWEST OF THE CENTERLINE OF THE
 AX1378'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  STANDARD DISK,
 AX1378'STAMPED E 822 1943.
 AX1378
 AX1378                          STATION RECOVERY (1988)
 AX1378
 AX1378'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2313 ***********************************************************************
 AX2313  DESIGNATION -  E 823
 AX2313  PID         -  AX2313
 AX2313  STATE/COUNTY-  TX/GONZALES
 AX2313  USGS QUAD   -  HARWOOD (1981)
 AX2313
 AX2313                         *CURRENT SURVEY CONTROL
 AX2313  ___________________________________________________________________
 AX2313* NAD 83(1986)-  29 39 58.     (N)    097 30 14.     (W)     SCALED    
 AX2313* NAVD 88     -       140.85   (+/-2cm)     462.1    (feet)  VERTCON   
 AX2313  ___________________________________________________________________
 AX2313  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX2313
 AX2313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2313
 AX2313.The horizontal coordinates were scaled from a topographic map and have
 AX2313.an estimated accuracy of +/- 6 seconds.
 AX2313
 AX2313.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2313.The vertical order pertains to the NGVD 29 superseded value.
 AX2313
 AX2313.The geoid height was determined by GEOID03.
 AX2313
 AX2313;                    North         East    Units  Estimated Accuracy
 AX2313;SPC TXSC     - 4,204,050.      744,810.      MT  (+/- 180 meters Scaled)
 AX2313
 AX2313                          SUPERSEDED SURVEY CONTROL
 AX2313
 AX2313  NGVD 29 (??/??/92)  140.796  (m)          461.93   (f) ADJ UNCH    2 0
 AX2313
 AX2313.Superseded values are not recommended for survey control.
 AX2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2313.See file dsdata.txt to determine how the superseded data were derived.
 AX2313
 AX2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT447827(NAD 83)
 AX2313_MARKER: DB = BENCH MARK DISK
 AX2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2313_STAMPING: E 823 1943
 AX2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2313+STABILITY: SURFACE MOTION
 AX2313
 AX2313  HISTORY     - Date     Condition        Report By
 AX2313  HISTORY     - 1943     MONUMENTED       CGS
 AX2313  HISTORY     - 1971     MARK NOT FOUND   NGS
 AX2313  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2313  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2313
 AX2313                          STATION DESCRIPTION
 AX2313
 AX2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2313'IN HARWOOD.
 AX2313'AT HARWOOD, GONZALES COUNTY, ON U.S. HIGHWAY 90, AT THE CROSSING OF
 AX2313'THE MAIN TRACK OF THE SOUTHERN PACIFIC CO. RAILROAD, AT A ROAD
 AX2313'INTERSECTION, IN THE SOUTHEAST CORNER OF THE INTERSECTION AND THE
 AX2313'CROSSING, 85 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 37 FEET
 AX2313'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 37 FEET EAST OF THE CENTERLINE
 AX2313'OF THE NORTH-AND-SOUTH ROAD, 3 FEET NORTH OF A POWER POLE, AND 3 FEET
 AX2313'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 823
 AX2313'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AX2313'GROUND.
 AX2313
 AX2313                          STATION RECOVERY (1971)
 AX2313
 AX2313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX2313'MARK NOT FOUND.
 AX2313
 AX2313                          STATION RECOVERY (1987)
 AX2313
 AX2313'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2313'MARK NOT FOUND.
 AX2313
 AX2313                          STATION RECOVERY (2005)
 AX2313
 AX2313'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1342 ***********************************************************************
 AX1342  DESIGNATION -  E 824
 AX1342  PID         -  AX1342
 AX1342  STATE/COUNTY-  TX/GONZALES
 AX1342  USGS QUAD   -  SANDY FORK (1981)
 AX1342
 AX1342                         *CURRENT SURVEY CONTROL
 AX1342  ___________________________________________________________________
 AX1342* NAD 83(1986)-  29 40 44.     (N)    097 26 11.     (W)     SCALED    
 AX1342* NAVD 88     -       111.04   (+/-2cm)     364.3    (feet)  VERTCON   
 AX1342  ___________________________________________________________________
 AX1342  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AX1342
 AX1342  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1342
 AX1342.The horizontal coordinates were scaled from a topographic map and have
 AX1342.an estimated accuracy of +/- 6 seconds.
 AX1342
 AX1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1342.The vertical order pertains to the NGVD 29 superseded value.
 AX1342
 AX1342.The geoid height was determined by GEOID03.
 AX1342
 AX1342;                    North         East    Units  Estimated Accuracy
 AX1342;SPC TXSC     - 4,205,550.      751,330.      MT  (+/- 180 meters Scaled)
 AX1342
 AX1342                          SUPERSEDED SURVEY CONTROL
 AX1342
 AX1342  NGVD 29 (??/??/92)  110.989  (m)          364.14   (f) ADJ UNCH    2 0
 AX1342
 AX1342.Superseded values are not recommended for survey control.
 AX1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1342.See file dsdata.txt to determine how the superseded data were derived.
 AX1342
 AX1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT512842(NAD 83)
 AX1342_MARKER: DB = BENCH MARK DISK
 AX1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1342_SP_SET: BRIDGE ABUTMENT
 AX1342_STAMPING: E 824 1943
 AX1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1342+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1342
 AX1342  HISTORY     - Date     Condition        Report By
 AX1342  HISTORY     - 1943     MONUMENTED       CGS
 AX1342  HISTORY     - 1971     GOOD             NGS
 AX1342  HISTORY     - 1987     GOOD             USPSQD
 AX1342  HISTORY     - 1987     GOOD             USPSQD
 AX1342  HISTORY     - 1988     GOOD             USPSQD
 AX1342  HISTORY     - 1989     GOOD             USPSQD
 AX1342  HISTORY     - 20030517 GOOD             USPSQD
 AX1342  HISTORY     - 20050318 GOOD             USPSQD
 AX1342
 AX1342                          STATION DESCRIPTION
 AX1342
 AX1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1342'4.1 MI E FROM HARWOOD.
 AX1342'4.1 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT HARWOOD,
 AX1342'GONZALES COUNTY, AT THE EAST END OF A CONCRETE BRIDGE, IN THE TOP OF
 AX1342'THE SOUTH END OF THE EAST ABUTMENT, 21 FEET SOUTH OF THE CENTERLINE OF
 AX1342'THE HIGHWAY, 5.5 FEET SOUTH OF THE SOUTH GUARD RAIL, AND ABOUT 2 FEET
 AX1342'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 824 1943.
 AX1342
 AX1342                          STATION RECOVERY (1971)
 AX1342
 AX1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1342'RECOVERED IN GOOD CONDITION.
 AX1342
 AX1342                          STATION RECOVERY (1987)
 AX1342
 AX1342'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1342'RECOVERED IN GOOD CONDITION.
 AX1342
 AX1342                          STATION RECOVERY (1987)
 AX1342
 AX1342'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1342'RECOVERED IN GOOD CONDITION.
 AX1342
 AX1342                          STATION RECOVERY (1988)
 AX1342
 AX1342'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1342'RECOVERED IN GOOD CONDITION.
 AX1342
 AX1342                          STATION RECOVERY (1989)
 AX1342
 AX1342'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1342'RECOVERED IN GOOD CONDITION.
 AX1342
 AX1342                          STATION RECOVERY (2003)
 AX1342
 AX1342'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1342'RECOVERED IN GOOD CONDITION.
 AX1342
 AX1342                          STATION RECOVERY (2005)
 AX1342
 AX1342'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1428 ***********************************************************************
 AX1428  DESIGNATION -  E 825
 AX1428  PID         -  AX1428
 AX1428  STATE/COUNTY-  TX/FAYETTE
 AX1428  USGS QUAD   -  CISTERN (1981)
 AX1428
 AX1428                         *CURRENT SURVEY CONTROL
 AX1428  ___________________________________________________________________
 AX1428* NAD 83(1986)-  29 48 27.     (N)    097 12 33.     (W)     SCALED    
 AX1428* NAVD 88     -       123.31   (+/-2cm)     404.6    (feet)  VERTCON   
 AX1428  ___________________________________________________________________
 AX1428  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AX1428
 AX1428  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1428
 AX1428.The horizontal coordinates were scaled from a topographic map and have
 AX1428.an estimated accuracy of +/- 6 seconds.
 AX1428
 AX1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1428.The vertical order pertains to the NGVD 29 superseded value.
 AX1428
 AX1428.The geoid height was determined by GEOID03.
 AX1428
 AX1428;                    North         East    Units  Estimated Accuracy
 AX1428;SPC TXSC     - 4,220,120.      773,100.      MT  (+/- 180 meters Scaled)
 AX1428
 AX1428                          SUPERSEDED SURVEY CONTROL
 AX1428
 AX1428  NGVD 29 (??/??/92)  123.265  (m)          404.41   (f) ADJ UNCH    2 0
 AX1428
 AX1428.Superseded values are not recommended for survey control.
 AX1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1428.See file dsdata.txt to determine how the superseded data were derived.
 AX1428
 AX1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT730988(NAD 83)
 AX1428_MARKER: DB = BENCH MARK DISK
 AX1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1428_STAMPING: E 825 1943
 AX1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1428+STABILITY: SURFACE MOTION
 AX1428
 AX1428  HISTORY     - Date     Condition        Report By
 AX1428  HISTORY     - 1943     MONUMENTED       CGS
 AX1428  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1428
 AX1428                          STATION DESCRIPTION
 AX1428
 AX1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1428'1 MI SE FROM CISTERN.
 AX1428'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION
 AX1428'AT CISTERN, FAYETTE COUNTY, AT A CURVE IN THE ROAD, ON THE OUTSIDE OF
 AX1428'THE CURVE, IN THE ANGLE OF THE RIGHT-OF-WAY FENCE, 33 FEET NORTH OF
 AX1428'THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE FENCE, 3 FEET EAST
 AX1428'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A
 AX1428'STANDARD DISK, STAMPED E 825 1943 AND SET IN THE TOP OF A CONCRETE
 AX1428'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1428
 AX1428                          STATION RECOVERY (1997)
 AX1428
 AX1428'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1798 ***********************************************************************
 AX1798  DESIGNATION -  E 826 RESET 1958
 AX1798  PID         -  AX1798
 AX1798  STATE/COUNTY-  TX/GONZALES
 AX1798  USGS QUAD   -  HAMON (1987)
 AX1798
 AX1798                         *CURRENT SURVEY CONTROL
 AX1798  ___________________________________________________________________
 AX1798* NAD 83(1986)-  29 23 44.     (N)    097 22 00.     (W)     SCALED    
 AX1798* NAVD 88     -        97.00   (+/-2cm)     318.2    (feet)  VERTCON   
 AX1798  ___________________________________________________________________
 AX1798  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AX1798
 AX1798  VERT ORDER  -  THIRD (See Below)
 AX1798
 AX1798.The horizontal coordinates were scaled from a topographic map and have
 AX1798.an estimated accuracy of +/- 6 seconds.
 AX1798
 AX1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1798.The vertical order pertains to the NGVD 29 superseded value.
 AX1798
 AX1798.The geoid height was determined by GEOID03.
 AX1798
 AX1798;                    North         East    Units  Estimated Accuracy
 AX1798;SPC TXSC     - 4,174,240.      758,510.      MT  (+/- 180 meters Scaled)
 AX1798
 AX1798                          SUPERSEDED SURVEY CONTROL
 AX1798
 AX1798  NGVD 29 (??/??/??)   96.97   (m)          318.1    (f) RESET       3  
 AX1798
 AX1798.Superseded values are not recommended for survey control.
 AX1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1798.See file dsdata.txt to determine how the superseded data were derived.
 AX1798
 AX1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT584529(NAD 83)
 AX1798_MARKER: DB = BENCH MARK DISK
 AX1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1798_STAMPING: E 826 RESET 1958
 AX1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1798+STABILITY: SURFACE MOTION
 AX1798
 AX1798  HISTORY     - Date     Condition        Report By
 AX1798  HISTORY     - 1958     MONUMENTED       TXHD
 AX1798  HISTORY     - 1959     GOOD             TXHD
 AX1798  HISTORY     - 1988     GOOD             USPSQD
 AX1798
 AX1798                          STATION DESCRIPTION
 AX1798
 AX1798'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AX1798'9.3 MI SE FROM GONZALES.
 AX1798'ABOUT 9.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 183 FROM THE COUNTY
 AX1798'COURTHOUSE AT GONZALES, GONZALES COUNTY, 59 FEET NORTHEAST OF THE
 AX1798'CENTERLINE OF THE HIGHWAY, 38 FEET FROM THE CENTERLINE OF A DIRT ROAD
 AX1798'LEADING NORTHEAST TO HAMON, 15 FEET SOUTHEAST OF THE SOUTH
 AX1798'RIGHT-OF-WAY CORNER OF THE DIRT ROAD AND ABOUT LEVEL WITH THE HIGHWAY.
 AX1798'A STANDARD DISK STAMPED E 826 RESET 1958 AND SET IN THE TOP OF A
 AX1798'CONCRETE POST ABOUT 0.5 FOOT ABOVE THE NATURAL GROUND LEVEL.
 AX1798
 AX1798                          STATION RECOVERY (1988)
 AX1798
 AX1798'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1576 ***********************************************************************
 AX1576  DESIGNATION -  E 827
 AX1576  PID         -  AX1576
 AX1576  STATE/COUNTY-  TX/GONZALES
 AX1576  USGS QUAD   -  DILWORTH (1981)
 AX1576
 AX1576                         *CURRENT SURVEY CONTROL
 AX1576  ___________________________________________________________________
 AX1576* NAD 83(1986)-  29 30 27.     (N)    097 17 15.     (W)     SCALED    
 AX1576* NAVD 88     -        88.64   (+/-2cm)     290.8    (feet)  VERTCON   
 AX1576  ___________________________________________________________________
 AX1576  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AX1576
 AX1576  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1576
 AX1576.The horizontal coordinates were scaled from a topographic map and have
 AX1576.an estimated accuracy of +/- 6 seconds.
 AX1576
 AX1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1576.The vertical order pertains to the NGVD 29 superseded value.
 AX1576
 AX1576.The geoid height was determined by GEOID03.
 AX1576
 AX1576;                    North         East    Units  Estimated Accuracy
 AX1576;SPC TXSC     - 4,186,760.      766,020.      MT  (+/- 180 meters Scaled)
 AX1576
 AX1576                          SUPERSEDED SURVEY CONTROL
 AX1576
 AX1576  NGVD 29 (??/??/92)   88.612  (m)          290.72   (f) ADJ UNCH    2 0
 AX1576
 AX1576.Superseded values are not recommended for survey control.
 AX1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1576.See file dsdata.txt to determine how the superseded data were derived.
 AX1576
 AX1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT659654(NAD 83)
 AX1576_MARKER: DB = BENCH MARK DISK
 AX1576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1576_SP_SET: BUILDING WALL
 AX1576_STAMPING: E 827 1943
 AX1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1576
 AX1576  HISTORY     - Date     Condition        Report By
 AX1576  HISTORY     - 1943     MONUMENTED       CGS
 AX1576  HISTORY     - 1971     GOOD             NGS
 AX1576
 AX1576                          STATION DESCRIPTION
 AX1576
 AX1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1576'IN DILWORTH.
 AX1576'AT DILWORTH, GONZALES COUNTY, AT THE GRADE SCHOOL, IN THE WALL ON THE
 AX1576'NORTH SIDE OF THE BUILDING, 1 FOOT WEST OF THE NORTHEAST CORNER, AND
 AX1576'ABOUT 4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED E 827 1943
 AX1576'AND SET VERTICALLY.
 AX1576
 AX1576                          STATION RECOVERY (1971)
 AX1576
 AX1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1577 ***********************************************************************
 AX1577  DESIGNATION -  E 827 RESET 1971
 AX1577  PID         -  AX1577
 AX1577  STATE/COUNTY-  TX/GONZALES
 AX1577  USGS QUAD   -  DILWORTH (1981)
 AX1577
 AX1577                         *CURRENT SURVEY CONTROL
 AX1577  ___________________________________________________________________
 AX1577* NAD 83(1986)-  29 30 27.     (N)    097 17 15.     (W)     SCALED    
 AX1577* NAVD 88     -        87.31   (+/-2cm)     286.4    (feet)  VERTCON   
 AX1577  ___________________________________________________________________
 AX1577  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AX1577
 AX1577  VERT ORDER  -  THIRD (See Below)
 AX1577
 AX1577.The horizontal coordinates were scaled from a topographic map and have
 AX1577.an estimated accuracy of +/- 6 seconds.
 AX1577
 AX1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1577.The vertical order pertains to the NGVD 29 superseded value.
 AX1577
 AX1577.The geoid height was determined by GEOID03.
 AX1577
 AX1577;                    North         East    Units  Estimated Accuracy
 AX1577;SPC TXSC     - 4,186,760.      766,020.      MT  (+/- 180 meters Scaled)
 AX1577
 AX1577                          SUPERSEDED SURVEY CONTROL
 AX1577
 AX1577  NGVD 29 (??/??/??)   87.28   (m)          286.4    (f) RESET       3  
 AX1577
 AX1577.Superseded values are not recommended for survey control.
 AX1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1577.See file dsdata.txt to determine how the superseded data were derived.
 AX1577
 AX1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT659654(NAD 83)
 AX1577_MARKER: DB = BENCH MARK DISK
 AX1577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1577_SP_SET: CONCRETE BASE
 AX1577_STAMPING: E 827 RESET 1971
 AX1577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1577
 AX1577  HISTORY     - Date     Condition        Report By
 AX1577  HISTORY     - 1971     MONUMENTED       NGS
 AX1577
 AX1577                          STATION DESCRIPTION
 AX1577
 AX1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX1577'13 MI E FROM GONZALES.
 AX1577'AT THE DILWORTH COMMUNITY, AT THE SITE OF THE FORMER GRADE SCHOOL, 42
 AX1577'FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 40 FEET
 AX1577'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 27 FEET EAST OF THE CENTER
 AX1577'OF THE SIDE WALK LEADING TO THE SCHOOL, 1.1 FEET EAST OF A METAL
 AX1577'WITNESS POST, 3-INCHES WEST OF A 3-INCH PIPE USED AS A FLAGPOLE BASE,
 AX1577'SET IN A DRILL HOLE IN THE CONCRETE BASE WHICH HOLDS THE PIPE, FLUSH
 AX1577'WITH THE GROUND.  ON PROPERTY OWNED BY MR. J.B. GOODWIN OF GONZALES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0214 ***********************************************************************
 AY0214  DESIGNATION -  E 828
 AY0214  PID         -  AY0214
 AY0214  STATE/COUNTY-  TX/BEXAR
 AY0214  USGS QUAD   -  SASPAMCO (1973)
 AY0214
 AY0214                         *CURRENT SURVEY CONTROL
 AY0214  ___________________________________________________________________
 AY0214* NAD 83(1986)-  29 14 45.     (N)    098 19 13.     (W)     SCALED    
 AY0214* NAVD 88     -       156.746  (meters)     514.26   (feet)  POSTED    
 AY0214  ___________________________________________________________________
 AY0214  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY0214  DYNAMIC HT  -         156.520 (meters)     513.52  (feet)  COMP
 AY0214  MODELED GRAV-     979,205.9   (mgal)                       NAVD 88
 AY0214
 AY0214  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0214
 AY0214.The horizontal coordinates were scaled from a topographic map and have
 AY0214.an estimated accuracy of +/- 6 seconds.
 AY0214
 AY0214.The orthometric height was determined by differential leveling
 AY0214.and adjusted by the National Geodetic Survey in 1992..
 AY0214.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0214.rate of 1.1 thru 2.0 mm/km.
 AY0214
 AY0214.The geoid height was determined by GEOID03.
 AY0214
 AY0214.The dynamic height is computed by dividing the NAVD 88
 AY0214.geopotential number by the normal gravity value computed on the
 AY0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0214.degrees latitude (g = 980.6199 gals.).
 AY0214
 AY0214.The modeled gravity was interpolated from observed gravity values.
 AY0214
 AY0214;                    North         East    Units  Estimated Accuracy
 AY0214;SPC TXSC     - 4,156,730.      666,070.      MT  (+/- 180 meters Scaled)
 AY0214
 AY0214                          SUPERSEDED SURVEY CONTROL
 AY0214
 AY0214  NGVD 29 (??/??/92)  156.66   (m)          514.0    (f) COMPUTED    1 2
 AY0214
 AY0214.Superseded values are not recommended for survey control.
 AY0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0214.See file dsdata.txt to determine how the superseded data were derived.
 AY0214
 AY0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT660354(NAD 83)
 AY0214_MARKER: DB = BENCH MARK DISK
 AY0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0214_STAMPING: E 828 1943
 AY0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0214+STABILITY: SURFACE MOTION
 AY0214
 AY0214  HISTORY     - Date     Condition        Report By
 AY0214  HISTORY     - 1943     MONUMENTED       CGS
 AY0214  HISTORY     - 1957     GOOD             DOD
 AY0214  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0214  HISTORY     - 19950626 GOOD             USPSQD
 AY0214
 AY0214                          STATION DESCRIPTION
 AY0214
 AY0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0214'0.9 MI SE FROM ELMENDORF.
 AY0214'TO REACH FROM THE POST OFFICE AT ELMENDORF-- PROCEED 0.9 MILE
 AY0214'SOUTHEASTERLY ALONG THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC)
 AY0214'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT EIGHT POLES
 AY0214'(ABOUT 0.25 MILE) SOUTHEAST OF MILEPOST 16, AND 42.5 FEET SOUTHWEST OF
 AY0214'AND ABOUT 1.5 FEET BELOW THE CENTERLINE OF TRACK.  IT IS 40.5 FEET
 AY0214'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF AN
 AY0214'ASPHALT ROAD, 22.3 FEET SOUTHEAST OF THE CENTERLINE OF A FARM ROAD
 AY0214'CROSSING THE TRACK, 3.9 FEET SOUTH OF TELEPHONE POLE NO. JIB-91, AND
 AY0214'3.0 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AY0214'PROJECTS 0.4 FOOT.
 AY0214
 AY0214                          STATION RECOVERY (1957)
 AY0214
 AY0214'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0214'RECOVERED IN GOOD CONDITION.
 AY0214
 AY0214                          STATION RECOVERY (1980)
 AY0214
 AY0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0214'CONCRETE POST FOUND WITH TOP BROKEN OFF, DISK WAS NOT RECOVERED.
 AY0214
 AY0214                          STATION RECOVERY (1995)
 AY0214
 AY0214'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0488 ***********************************************************************
 AY0488  DESIGNATION -  E 829
 AY0488  PID         -  AY0488
 AY0488  STATE/COUNTY-  TX/WILSON
 AY0488  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0488
 AY0488                         *CURRENT SURVEY CONTROL
 AY0488  ___________________________________________________________________
 AY0488* NAD 83(1986)-  29 10 46.     (N)    098 07 01.     (W)     SCALED    
 AY0488* NAVD 88     -       155.16   (+/-2cm)     509.1    (feet)  VERTCON   
 AY0488  ___________________________________________________________________
 AY0488  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY0488
 AY0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0488
 AY0488.The horizontal coordinates were scaled from a topographic map and have
 AY0488.an estimated accuracy of +/- 6 seconds.
 AY0488
 AY0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0488.The vertical order pertains to the NGVD 29 superseded value.
 AY0488
 AY0488.The geoid height was determined by GEOID03.
 AY0488
 AY0488;                    North         East    Units  Estimated Accuracy
 AY0488;SPC TXSC     - 4,149,510.      685,880.      MT  (+/- 180 meters Scaled)
 AY0488
 AY0488                          SUPERSEDED SURVEY CONTROL
 AY0488
 AY0488  NGVD 29 (??/??/92)  155.096  (m)          508.84   (f) ADJ UNCH    2 0
 AY0488
 AY0488.Superseded values are not recommended for survey control.
 AY0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0488.See file dsdata.txt to determine how the superseded data were derived.
 AY0488
 AY0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT858281(NAD 83)
 AY0488_MARKER: DB = BENCH MARK DISK
 AY0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0488_SP_SET: CULVERT
 AY0488_STAMPING: E 829 1943
 AY0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0488
 AY0488  HISTORY     - Date     Condition        Report By
 AY0488  HISTORY     - 1943     MONUMENTED       CGS
 AY0488  HISTORY     - 1955     GOOD             NGS
 AY0488  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0488  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0488
 AY0488                          STATION DESCRIPTION
 AY0488
 AY0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0488'4.4 MI NE FROM FLORESVILLE.
 AY0488'TO REACH FROM THE COURT HOUSE AT FLORESVILLE-- PROCEED 4.4 MILES
 AY0488'NORTHEASTERLY ALONG STATE HIGHWAY NO.97 TO SITE OF BENCH MARK.  BENCH
 AY0488'MARK IS ABOUT 275.0 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD
 AY0488'INTERSECTION LEADING SOUTHEAST, AND 35.0 FEET NORTHWEST OF THE CENTER
 AY0488'OF A FARM ROAD INTERSECTION LEADING NORTHWEST TO A BRICK FARM HOUSE.
 AY0488'IT IS 18.0 FEET SOUTHEAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE
 AY0488'OF HIGHWAY, AND SET HORIZONTALLY IN THE NORTHEAST END OF THE SOUTHEAST
 AY0488'HEADWALL OF A CONCRETE CULVERT.
 AY0488
 AY0488                          STATION RECOVERY (1955)
 AY0488
 AY0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AY0488'RECOVERED IN GOOD CONDITION.
 AY0488
 AY0488                          STATION RECOVERY (1996)
 AY0488
 AY0488'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0488'MARK NOT FOUND.
 AY0488
 AY0488                          STATION RECOVERY (2003)
 AY0488
 AY0488'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0489 ***********************************************************************
 AY0489  DESIGNATION -  E 829 RESET 1955
 AY0489  PID         -  AY0489
 AY0489  STATE/COUNTY-  TX/WILSON
 AY0489  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0489
 AY0489                         *CURRENT SURVEY CONTROL
 AY0489  ___________________________________________________________________
 AY0489* NAD 83(1986)-  29 10 44.     (N)    098 07 04.     (W)     SCALED    
 AY0489* NAVD 88     -       153.85   (+/-2cm)     504.8    (feet)  VERTCON   
 AY0489  ___________________________________________________________________
 AY0489  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY0489
 AY0489  VERT ORDER  -  THIRD (See Below)
 AY0489
 AY0489.The horizontal coordinates were scaled from a topographic map and have
 AY0489.an estimated accuracy of +/- 6 seconds.
 AY0489
 AY0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0489.The vertical order pertains to the NGVD 29 superseded value.
 AY0489
 AY0489.The geoid height was determined by GEOID03.
 AY0489
 AY0489;                    North         East    Units  Estimated Accuracy
 AY0489;SPC TXSC     - 4,149,450.      685,800.      MT  (+/- 180 meters Scaled)
 AY0489
 AY0489                          SUPERSEDED SURVEY CONTROL
 AY0489
 AY0489  NGVD 29 (01/29/03)  153.78   (m)          504.5    (f) RESET       3  
 AY0489
 AY0489.Superseded values are not recommended for survey control.
 AY0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0489.See file dsdata.txt to determine how the superseded data were derived.
 AY0489
 AY0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT857281(NAD 83)
 AY0489_MARKER: DB = BENCH MARK DISK
 AY0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0489_STAMPING: E 829 RESET 1955
 AY0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0489+STABILITY: SURFACE MOTION
 AY0489
 AY0489  HISTORY     - Date     Condition        Report By
 AY0489  HISTORY     - 1955     MONUMENTED       CGS
 AY0489  HISTORY     - 1961     GOOD             USGS
 AY0489  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0489
 AY0489                          STATION DESCRIPTION
 AY0489
 AY0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AY0489'4.4 MI NE FROM FLORESVILLE.
 AY0489'ABOUT 4.4 MILES NORTHEAST FROM THE COURT HOUSE IN FLORESVILLE, ALONG
 AY0489'HIGHWAY NO.97, 45 YARDS NORTHEAST OF THE CENTERLINE OF A ROAD LEADING
 AY0489'SOUTHEAST TO A RANCH HOUSE, ABOUT 85 FEET SOUTHEAST OF THE CENTERLINE
 AY0489'OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE
 AY0489'AND 30 FEET SOUTHWEST OF A GUY WIRE TO A POLE WHICH IS IN AN ANGLE
 AY0489'FENCE CORNER.  A STANDARD DISK STAMPED E 829 RESET 1955 AND SET IN A
 AY0489'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 AY0489
 AY0489                          STATION RECOVERY (1961)
 AY0489
 AY0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AY0489'RECOVERED IN GOOD CONDITION.
 AY0489
 AY0489                          STATION RECOVERY (2003)
 AY0489
 AY0489'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0303 ***********************************************************************
 AY0303  DESIGNATION -  E 83
 AY0303  PID         -  AY0303
 AY0303  STATE/COUNTY-  TX/BEXAR
 AY0303  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0303
 AY0303                         *CURRENT SURVEY CONTROL
 AY0303  ___________________________________________________________________
 AY0303* NAD 83(1986)-  29 25 22.     (N)    098 29 30.     (W)     SCALED    
 AY0303* NAVD 88     -       196.358  (meters)     644.22   (feet)  ADJUSTED  
 AY0303  ___________________________________________________________________
 AY0303  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AY0303  DYNAMIC HT  -         196.073 (meters)     643.28  (feet)  COMP
 AY0303  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 AY0303
 AY0303  VERT ORDER  -  FIRST     CLASS II
 AY0303
 AY0303.The horizontal coordinates were scaled from a topographic map and have
 AY0303.an estimated accuracy of +/- 6 seconds.
 AY0303
 AY0303.The orthometric height was determined by differential leveling
 AY0303.and adjusted by the National Geodetic Survey in June 1991..
 AY0303
 AY0303.The geoid height was determined by GEOID03.
 AY0303
 AY0303.The dynamic height is computed by dividing the NAVD 88
 AY0303.geopotential number by the normal gravity value computed on the
 AY0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0303.degrees latitude (g = 980.6199 gals.).
 AY0303
 AY0303.The modeled gravity was interpolated from observed gravity values.
 AY0303
 AY0303;                    North         East    Units  Estimated Accuracy
 AY0303;SPC TXSC     - 4,176,260.      649,320.      MT  (+/- 180 meters Scaled)
 AY0303
 AY0303                          SUPERSEDED SURVEY CONTROL
 AY0303
 AY0303  NGVD 29 (??/??/92)  196.241  (m)          643.83   (f) ADJ UNCH    1 2
 AY0303
 AY0303.Superseded values are not recommended for survey control.
 AY0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0303.See file dsdata.txt to determine how the superseded data were derived.
 AY0303
 AY0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT493549(NAD 83)
 AY0303_MARKER: DB = BENCH MARK DISK
 AY0303_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AY0303+WITH SETTING: PAVEMENT
 AY0303_STAMPING: E 83 1932
 AY0303_MARK LOGO: CGS   
 AY0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0303+STABILITY: SURFACE MOTION
 AY0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY0303+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002
 AY0303
 AY0303  HISTORY     - Date     Condition        Report By
 AY0303  HISTORY     - 1932     MONUMENTED       CGS
 AY0303  HISTORY     - 1943     GOOD             NGS
 AY0303  HISTORY     - 1946     GOOD             NGS
 AY0303  HISTORY     - 1980     GOOD             NGS
 AY0303  HISTORY     - 1982     GOOD             NGS
 AY0303  HISTORY     - 1982     GOOD             NGS
 AY0303  HISTORY     - 1984     GOOD             LOCSUR
 AY0303  HISTORY     - 1989     GOOD             USPSQD
 AY0303  HISTORY     - 19990227 GOOD             USPSQD
 AY0303  HISTORY     - 20020915 GOOD             USPSQD
 AY0303  HISTORY     - 20060707 GOOD             USPSQD
 AY0303
 AY0303                          STATION DESCRIPTION
 AY0303
 AY0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0303'1.0 MI W FROM SAN ANTONIO.
 AY0303'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0303'PROCEED ABOUT 1.0 MILE WESTERLY ALONG EAST COMMERCE STREET TO THE
 AY0303'INTERSECTION OF SAINT MARYS STREET, THENCE 2 BLOCKS SOUTH ALONG SAINT
 AY0303'MARYS STREET TO THE INTERSECTION OF VILLITA STREET, AND SITE OF BENCH
 AY0303'MARK.  BENCH MARK IS SET HORIZONTALLY ON THE NORTHEAST SIDE OF THE
 AY0303'SOUTHEAST ENTRANCE ON THE TILE FLOOR OF THE PLAZA HOTEL.  IT IS 4.5
 AY0303'FEET NORTHEAST OF THE CENTERLINE OF ENTRANCE DOOR, 1.0 FOOT INSIDE THE
 AY0303'ENTRANCE, 0.5 FOOT ABOVE THE SIDEWALK.
 AY0303
 AY0303                          STATION RECOVERY (1946)
 AY0303
 AY0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0303'RECOVERED IN GOOD CONDITION.
 AY0303
 AY0303                          STATION RECOVERY (1980)
 AY0303
 AY0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0303'RECOVERED IN GOOD CONDITION.
 AY0303
 AY0303                          STATION RECOVERY (1982)
 AY0303
 AY0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0303'RECOVERED IN GOOD CONDITION.
 AY0303
 AY0303                          STATION RECOVERY (1982)
 AY0303
 AY0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0303'RECOVERED IN GOOD CONDITION.
 AY0303
 AY0303                          STATION RECOVERY (1984)
 AY0303
 AY0303'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 AY0303'NAME OF FORMER PLAZA HOTEL IS NOW "GRANDA HOMES" ADDRESS 311 SOUTH
 AY0303'ST. MARY'S STREET
 AY0303
 AY0303                          STATION RECOVERY (1989)
 AY0303
 AY0303'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0303'RECOVERED IN GOOD CONDITION.
 AY0303
 AY0303                          STATION RECOVERY (1999)
 AY0303
 AY0303'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0303'RECOVERED IN GOOD CONDITION.
 AY0303
 AY0303                          STATION RECOVERY (2002)
 AY0303
 AY0303'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AY0303'GRANADA BUILDING HAS AN ADDRESS OF 311 SOUTH ST. MARY'S STREET.
 AY0303
 AY0303                          STATION RECOVERY (2006)
 AY0303
 AY0303'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2166 ***********************************************************************
 AX2166  DESIGNATION -  E 830
 AX2166  PID         -  AX2166
 AX2166  STATE/COUNTY-  TX/CALDWELL
 AX2166  USGS QUAD   -  DALE (1981)
 AX2166
 AX2166                         *CURRENT SURVEY CONTROL
 AX2166  ___________________________________________________________________
 AX2166* NAD 83(1986)-  29 54 57.     (N)    097 33 19.     (W)     SCALED    
 AX2166* NAVD 88     -       145.78   (+/-2cm)     478.3    (feet)  VERTCON   
 AX2166  ___________________________________________________________________
 AX2166  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2166
 AX2166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2166
 AX2166.The horizontal coordinates were scaled from a topographic map and have
 AX2166.an estimated accuracy of +/- 6 seconds.
 AX2166
 AX2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2166.The vertical order pertains to the NGVD 29 superseded value.
 AX2166
 AX2166.The geoid height was determined by GEOID03.
 AX2166
 AX2166;                    North         East    Units  Estimated Accuracy
 AX2166;SPC TXSC     - 4,231,660.      739,500.      MT  (+/- 180 meters Scaled)
 AX2166
 AX2166                          SUPERSEDED SURVEY CONTROL
 AX2166
 AX2166  NGVD 29 (??/??/92)  145.703  (m)          478.03   (f) ADJ UNCH    2 0
 AX2166
 AX2166.Superseded values are not recommended for survey control.
 AX2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2166.See file dsdata.txt to determine how the superseded data were derived.
 AX2166
 AX2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU394103(NAD 83)
 AX2166_MARKER: DB = BENCH MARK DISK
 AX2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2166_STAMPING: E 830 1943
 AX2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2166+STABILITY: SURFACE MOTION
 AX2166
 AX2166  HISTORY     - Date     Condition        Report By
 AX2166  HISTORY     - 1943     MONUMENTED       CGS
 AX2166  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX2166  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2166
 AX2166                          STATION DESCRIPTION
 AX2166
 AX2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2166'1 MI SE FROM DALE.
 AX2166'1.0 MILE SOUTHEAST ALONG A GRADED ROAD LEADING TO MCMAHAN FROM THE
 AX2166'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT DALE, CALDWELL
 AX2166'COUNTY, AT A SMALL CORRAL, 60 FEET SOUTHEAST OF THE CORRAL GATE, 27
 AX2166'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTHEAST OF THE
 AX2166'RIGHT-OF-WAY FENCE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 AX2166'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED E 830 1943 AND SET
 AX2166'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2166
 AX2166                          STATION RECOVERY (1964)
 AX2166
 AX2166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX2166'MARK NOT FOUND.
 AX2166
 AX2166                          STATION RECOVERY (1999)
 AX2166
 AX2166'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1551 ***********************************************************************
 AX1551  DESIGNATION -  E 831 RESET 1956
 AX1551  PID         -  AX1551
 AX1551  STATE/COUNTY-  TX/BASTROP
 AX1551  USGS QUAD   -  ROSANKY (1981)
 AX1551
 AX1551                         *CURRENT SURVEY CONTROL
 AX1551  ___________________________________________________________________
 AX1551* NAD 83(1986)-  29 54 17.     (N)    097 19 39.     (W)     SCALED    
 AX1551* NAVD 88     -       150.61   (+/-2cm)     494.1    (feet)  VERTCON   
 AX1551  ___________________________________________________________________
 AX1551  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1551
 AX1551  VERT ORDER  -  THIRD (See Below)
 AX1551
 AX1551.The horizontal coordinates were scaled from a topographic map and have
 AX1551.an estimated accuracy of +/- 6 seconds.
 AX1551
 AX1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1551.The vertical order pertains to the NGVD 29 superseded value.
 AX1551
 AX1551.The geoid height was determined by GEOID03.
 AX1551
 AX1551;                    North         East    Units  Estimated Accuracy
 AX1551;SPC TX C     - 3,030,310.      990,280.      MT  (+/- 180 meters Scaled)
 AX1551
 AX1551                          SUPERSEDED SURVEY CONTROL
 AX1551
 AX1551  NGVD 29 (??/??/??)  150.55   (m)          493.9    (f) RESET       3  
 AX1551
 AX1551.Superseded values are not recommended for survey control.
 AX1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1551.See file dsdata.txt to determine how the superseded data were derived.
 AX1551
 AX1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU614094(NAD 83)
 AX1551_MARKER: DB = BENCH MARK DISK
 AX1551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1551_SP_SET: MONUMENT
 AX1551_STAMPING: E 831 RESET 1956
 AX1551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1551
 AX1551  HISTORY     - Date     Condition        Report By
 AX1551  HISTORY     - 1956     MONUMENTED       CGS
 AX1551
 AX1551                          STATION DESCRIPTION
 AX1551
 AX1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AX1551'2.0 MI N FROM STRING PRAIRIE.
 AX1551'2.0 MILES NORTH ALONG STATE HIGHWAY NO. 304 FROM THE STORE AND SCHOOL
 AX1551'HOUSE AT STRING PRAIRIE, 2.4 MILES SOUTH ALONG HIGHWAY NO. 304 FROM
 AX1551'THE JUNCTION WITH F.M. NO. 535.  IT IS IN THE SOUTHWEST CORNER OF A
 AX1551'FARM YARD, 4 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE HIGHWAY,
 AX1551'1 FOOT NORTH OF THE SOUTH YARD FENCE AND IN RANGE WITH THE NORTH FENCE
 AX1551'OF A ROAD LEADING WEST FROM THE HIGHWAY.  IT IS 20 FEET SOUTH OF A
 AX1551'BOARD GATE AND ENTRANCE ROAD TO THE FARM YARD.  A STANDARD DISK
 AX1551'STAMPED E 831 RESET 1956 IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 AX1551'INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0530 ***********************************************************************
 AY0530  DESIGNATION -  E 832
 AY0530  PID         -  AY0530
 AY0530  STATE/COUNTY-  TX/BEXAR
 AY0530  USGS QUAD   -  ELMENDORF (1992)
 AY0530
 AY0530                         *CURRENT SURVEY CONTROL
 AY0530  ___________________________________________________________________
 AY0530* NAD 83(1986)-  29 22 14.     (N)    098 17 20.     (W)     SCALED    
 AY0530* NAVD 88     -       157.92   (+/-2cm)     518.1    (feet)  VERTCON   
 AY0530  ___________________________________________________________________
 AY0530  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AY0530
 AY0530  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0530
 AY0530.The horizontal coordinates were scaled from a topographic map and have
 AY0530.an estimated accuracy of +/- 6 seconds.
 AY0530
 AY0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0530.The vertical order pertains to the NGVD 29 superseded value.
 AY0530
 AY0530.The geoid height was determined by GEOID03.
 AY0530
 AY0530;                    North         East    Units  Estimated Accuracy
 AY0530;SPC TXSC     - 4,170,580.      669,030.      MT  (+/- 180 meters Scaled)
 AY0530
 AY0530                          SUPERSEDED SURVEY CONTROL
 AY0530
 AY0530  NGVD 29 (??/??/92)  157.823  (m)          517.79   (f) ADJ UNCH    2 0
 AY0530
 AY0530.Superseded values are not recommended for survey control.
 AY0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0530.See file dsdata.txt to determine how the superseded data were derived.
 AY0530
 AY0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT690492(NAD 83)
 AY0530_MARKER: DB = BENCH MARK DISK
 AY0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0530_STAMPING: E 832 1943
 AY0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0530+STABILITY: SURFACE MOTION
 AY0530
 AY0530  HISTORY     - Date     Condition        Report By
 AY0530  HISTORY     - 1943     MONUMENTED       CGS
 AY0530  HISTORY     - 1987     GOOD             USGS
 AY0530  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0530  HISTORY     - 20040227 MARK NOT FOUND   USPSQD
 AY0530
 AY0530                          STATION DESCRIPTION
 AY0530
 AY0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0530'0.25 MI S FROM SAYERS.
 AY0530'TO REACH FROM THE SCHOOL HOUSE AT SAYERS-- PROCEED 0.25 MILE SOUTHERLY
 AY0530'ALONG THE STUART ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AY0530'300.0 FEET NORTH OF THE NORTH END OF A SMALL WOODEN BRIDGE OVER A
 AY0530'CREEK, AND 21.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AY0530'CENTERLINE OF ROAD.  IT IS 12.0 FEET NORTH OF A FENCE CORNER, 4.5 FEET
 AY0530'SOUTHEAST OF A TELEPHONE POLE, 1.0 FOOT EAST OF THE RIGHT-OF-WAY
 AY0530'FENCE, AND 2.5 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AY0530'PROJECTS 0.3 FOOT.
 AY0530
 AY0530                          STATION RECOVERY (1987)
 AY0530
 AY0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0530'RECOVERED IN GOOD CONDITION.
 AY0530
 AY0530                          STATION RECOVERY (1999)
 AY0530
 AY0530'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0530'MARK NOT FOUND.
 AY0530
 AY0530                          STATION RECOVERY (2004)
 AY0530
 AY0530'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0510 ***********************************************************************
 AY0510  DESIGNATION -  E 833
 AY0510  PID         -  AY0510
 AY0510  STATE/COUNTY-  TX/WILSON
 AY0510  USGS QUAD   -  LA VERNIA SW (1992)
 AY0510
 AY0510                         *CURRENT SURVEY CONTROL
 AY0510  ___________________________________________________________________
 AY0510* NAD 83(1986)-  29 18 50.     (N)    098 13 12.     (W)     SCALED    
 AY0510* NAVD 88     -       190.15   (+/-2cm)     623.9    (feet)  VERTCON   
 AY0510  ___________________________________________________________________
 AY0510  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AY0510
 AY0510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0510
 AY0510.The horizontal coordinates were scaled from a topographic map and have
 AY0510.an estimated accuracy of +/- 6 seconds.
 AY0510
 AY0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0510.The vertical order pertains to the NGVD 29 superseded value.
 AY0510
 AY0510.The geoid height was determined by GEOID03.
 AY0510
 AY0510;                    North         East    Units  Estimated Accuracy
 AY0510;SPC TXSC     - 4,164,340.      675,760.      MT  (+/- 180 meters Scaled)
 AY0510
 AY0510                          SUPERSEDED SURVEY CONTROL
 AY0510
 AY0510  NGVD 29 (??/??/92)  190.060  (m)          623.56   (f) ADJ UNCH    2 0
 AY0510
 AY0510.Superseded values are not recommended for survey control.
 AY0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0510.See file dsdata.txt to determine how the superseded data were derived.
 AY0510
 AY0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT757430(NAD 83)
 AY0510_MARKER: DB = BENCH MARK DISK
 AY0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0510_STAMPING: E 833 1943
 AY0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0510+STABILITY: SURFACE MOTION
 AY0510
 AY0510  HISTORY     - Date     Condition        Report By
 AY0510  HISTORY     - 1943     MONUMENTED       CGS
 AY0510  HISTORY     - 19870401 MARK NOT FOUND   USGS
 AY0510  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0510
 AY0510                          STATION DESCRIPTION
 AY0510
 AY0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0510'9.35 MI SW FROM LAVERNIA.
 AY0510'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 3.1 MILES WESTERLY
 AY0510'ALONG U. S. HIGHWAY NO. 87 TO A DIRT ROAD INTERSECTION LEADING SOUTH,
 AY0510'THENCE 4.85 MILES SOUTHERLY TO A T-ROAD INTERSECTION, THENCE 1.4 MILES
 AY0510'WESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE WEST OF
 AY0510'A WOODEN CULVERT, AND 16.5 FEET NORTH OF AND ABOUT THE SAME ELEVATION
 AY0510'AS THE CENTERLINE OF ROAD.  IT IS 25.0 FEET EAST OF THE CENTERLINE OF
 AY0510'A GATE AND A FARM ROAD LEADING NORTH, 1.5 FEET NORTH OF THE
 AY0510'RIGHT-OF-WAY FENCE, AND 3.5 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AY0510'POST.  MONUMENT IS FLUSH WITH THE GROUND.
 AY0510
 AY0510                          STATION RECOVERY (1987)
 AY0510
 AY0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0510'MARK NOT FOUND.
 AY0510
 AY0510                          STATION RECOVERY (1996)
 AY0510
 AY0510'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2379 ***********************************************************************
 AX2379  DESIGNATION -  E 834
 AX2379  PID         -  AX2379
 AX2379  STATE/COUNTY-  TX/GUADALUPE
 AX2379  USGS QUAD   -  DARST CREEK (1964)
 AX2379
 AX2379                         *CURRENT SURVEY CONTROL
 AX2379  ___________________________________________________________________
 AX2379* NAD 83(1986)-  29 32 28.     (N)    097 45 08.     (W)     SCALED    
 AX2379* NAVD 88     -       138.32   (+/-2cm)     453.8    (feet)  VERTCON   
 AX2379  ___________________________________________________________________
 AX2379  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2379
 AX2379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2379
 AX2379.The horizontal coordinates were scaled from a topographic map and have
 AX2379.an estimated accuracy of +/- 6 seconds.
 AX2379
 AX2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2379.The vertical order pertains to the NGVD 29 superseded value.
 AX2379
 AX2379.The geoid height was determined by GEOID03.
 AX2379
 AX2379;                    North         East    Units  Estimated Accuracy
 AX2379;SPC TXSC     - 4,189,910.      720,930.      MT  (+/- 180 meters Scaled)
 AX2379
 AX2379                          SUPERSEDED SURVEY CONTROL
 AX2379
 AX2379  NGVD 29 (??/??/92)  138.263  (m)          453.62   (f) ADJ UNCH    2 0
 AX2379
 AX2379.Superseded values are not recommended for survey control.
 AX2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2379.See file dsdata.txt to determine how the superseded data were derived.
 AX2379
 AX2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT209685(NAD 83)
 AX2379_MARKER: DB = BENCH MARK DISK
 AX2379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2379_SP_SET: CULVERT
 AX2379_STAMPING: E 834 1943
 AX2379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2379
 AX2379  HISTORY     - Date     Condition        Report By
 AX2379  HISTORY     - 1943     MONUMENTED       CGS
 AX2379  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2379  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2379  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2379
 AX2379                          STATION DESCRIPTION
 AX2379
 AX2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2379'4.45 MI W FROM BELMONT.
 AX2379'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2379'BELMONT-- PROCEED 4.45 MILES WESTERLY ALONG STATE HIGHWAY NO. 3 TO
 AX2379'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE EAST OF HOWELLS
 AX2379'STORE, AND ABOUT 0.15 MILE WEST OF A YELLOW FRAME SCHOOL HOUSE.  IT IS
 AX2379'13.5 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX2379'HIGHWAY, AND SET HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF
 AX2379'A CONCRETE CULVERT.
 AX2379
 AX2379                          STATION RECOVERY (1993)
 AX2379
 AX2379'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2379'MARK NOT FOUND.
 AX2379
 AX2379                          STATION RECOVERY (1999)
 AX2379
 AX2379'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2379'MARK NOT FOUND.
 AX2379
 AX2379                          STATION RECOVERY (2003)
 AX2379
 AX2379'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2380 ***********************************************************************
 AX2380  DESIGNATION -  E 834 RESET 1952
 AX2380  PID         -  AX2380
 AX2380  STATE/COUNTY-  TX/GUADALUPE
 AX2380  USGS QUAD   -  DARST CREEK (1964)
 AX2380
 AX2380                         *CURRENT SURVEY CONTROL
 AX2380  ___________________________________________________________________
 AX2380* NAD 83(1986)-  29 32 28.     (N)    097 45 08.     (W)     SCALED    
 AX2380* NAVD 88     -       138.39   (+/-2cm)     454.0    (feet)  VERTCON   
 AX2380  ___________________________________________________________________
 AX2380  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2380
 AX2380  VERT ORDER  -  THIRD (See Below)
 AX2380
 AX2380.The horizontal coordinates were scaled from a topographic map and have
 AX2380.an estimated accuracy of +/- 6 seconds.
 AX2380
 AX2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2380.The vertical order pertains to the NGVD 29 superseded value.
 AX2380
 AX2380.The geoid height was determined by GEOID03.
 AX2380
 AX2380;                    North         East    Units  Estimated Accuracy
 AX2380;SPC TXSC     - 4,189,910.      720,930.      MT  (+/- 180 meters Scaled)
 AX2380
 AX2380                          SUPERSEDED SURVEY CONTROL
 AX2380
 AX2380  NGVD 29 (??/??/??)  138.33   (m)          453.8    (f) RESET       3  
 AX2380
 AX2380.Superseded values are not recommended for survey control.
 AX2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2380.See file dsdata.txt to determine how the superseded data were derived.
 AX2380
 AX2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT209685(NAD 83)
 AX2380_MARKER: DD = SURVEY DISK
 AX2380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2380_SP_SET: CULVERT
 AX2380_STAMPING: E 834 RESET 1952
 AX2380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2380
 AX2380  HISTORY     - Date     Condition        Report By
 AX2380  HISTORY     - 1952     MONUMENTED       TXHD
 AX2380  HISTORY     - 1958     GOOD             DOD
 AX2380  HISTORY     - 1988     GOOD             USPSQD
 AX2380  HISTORY     - 19930808 GOOD             USPSQD
 AX2380  HISTORY     - 19990925 GOOD             USPSQD
 AX2380  HISTORY     - 20030517 GOOD             USPSQD
 AX2380
 AX2380                          STATION DESCRIPTION
 AX2380
 AX2380'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AX2380'4.4 MI W FROM BELMONT.
 AX2380'IN GUADALUPE COUNTY, 4.4 MI. W. ALONG STATE HIGHWAY 90 A FROM THE
 AX2380'INTERSECTION OF STATE HIGHWAY 80 AT BELMONT, GONZALES COUNTY, 12.6 MI.
 AX2380'E. OF THE JUNCTION OF FARM-TO-MARKET HIGHWAY 466 AT THE E. LIMITS OF
 AX2380'SEGUIN, AT A 5 BY 3 FOOT CONCRETE CULVERT, IN THE W. END OF THE N.
 AX2380'HEADWALL, 22 FEET N. OF THE CENTERLINE OF THE HIGHWAY AT SURVEY
 AX2380'STATION 671+91.8 AND ABOUT 1.0 FOOT LOWER THAN THAT OF THE HIGHWAY, 92
 AX2380'FEET W.S.W. OF THE W. TIP OF TREES AND IS 2.3 FEET LOWER.
 AX2380
 AX2380                          STATION RECOVERY (1988)
 AX2380
 AX2380'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2380'RECOVERED IN GOOD CONDITION.
 AX2380
 AX2380                          STATION RECOVERY (1993)
 AX2380
 AX2380'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2380'RECOVERED IN GOOD CONDITION.
 AX2380
 AX2380                          STATION RECOVERY (1999)
 AX2380
 AX2380'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2380'RECOVERED IN GOOD CONDITION.
 AX2380
 AX2380                          STATION RECOVERY (2003)
 AX2380
 AX2380'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1581 ***********************************************************************
 AX1581  DESIGNATION -  E 835
 AX1581  PID         -  AX1581
 AX1581  STATE/COUNTY-  TX/GONZALES
 AX1581  USGS QUAD   -  GONZALES NORTH (1981)
 AX1581
 AX1581                         *CURRENT SURVEY CONTROL
 AX1581  ___________________________________________________________________
 AX1581* NAD 83(1986)-  29 30 55.     (N)    097 27 45.     (W)     SCALED    
 AX1581* NAVD 88     -       105.25   (+/-2cm)     345.3    (feet)  VERTCON   
 AX1581  ___________________________________________________________________
 AX1581  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AX1581
 AX1581  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1581
 AX1581.The horizontal coordinates were scaled from a topographic map and have
 AX1581.an estimated accuracy of +/- 6 seconds.
 AX1581
 AX1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1581.The vertical order pertains to the NGVD 29 superseded value.
 AX1581
 AX1581.The geoid height was determined by GEOID03.
 AX1581
 AX1581;                    North         East    Units  Estimated Accuracy
 AX1581;SPC TXSC     - 4,187,380.      749,040.      MT  (+/- 180 meters Scaled)
 AX1581
 AX1581                          SUPERSEDED SURVEY CONTROL
 AX1581
 AX1581  NGVD 29 (??/??/92)  105.209  (m)          345.17   (f) ADJ UNCH    2 0
 AX1581
 AX1581.Superseded values are not recommended for survey control.
 AX1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1581.See file dsdata.txt to determine how the superseded data were derived.
 AX1581
 AX1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT490660(NAD 83)
 AX1581_MARKER: DB = BENCH MARK DISK
 AX1581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1581_SP_SET: CULVERT
 AX1581_STAMPING: E 835 1943
 AX1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1581
 AX1581  HISTORY     - Date     Condition        Report By
 AX1581  HISTORY     - 1943     MONUMENTED       CGS
 AX1581  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1581
 AX1581                          STATION DESCRIPTION
 AX1581
 AX1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1581'0.2 MI W FROM GONZALES.
 AX1581'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 3 AND NO. 29 AT
 AX1581'GONZALES.  PROCEED 0.2 MILES WESTERLY ALONG STATE HIGHWAY NO.3 TO
 AX1581'BENCH MARK. BENCH MARK IS 19.0 FEET NORTH OF AND ABOUT THE SAME
 AX1581'ELEVATION AS THE CENTERLINE OF HIGHWAY, AND 15.0 FEET EAST OF THE
 AX1581'CENTERLINE OF A GRAVEL ROAD CROSSING THE HIGHWAY. IT IS SET
 AX1581'HORIZONTALLY IN THE WEST OF THE NORTH HEADWALL OF A SMALL CONCRETE
 AX1581'HIGHWAY CULVERT.
 AX1581
 AX1581                          STATION RECOVERY (2003)
 AX1581
 AX1581'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1582 ***********************************************************************
 AX1582  DESIGNATION -  E 835 RESET 1960
 AX1582  PID         -  AX1582
 AX1582  STATE/COUNTY-  TX/GONZALES
 AX1582  USGS QUAD   -  GONZALES NORTH (1981)
 AX1582
 AX1582                         *CURRENT SURVEY CONTROL
 AX1582  ___________________________________________________________________
 AX1582* NAD 83(1986)-  29 30 55.     (N)    097 27 45.     (W)     SCALED    
 AX1582* NAVD 88     -       105.11   (+/-2cm)     344.8    (feet)  VERTCON   
 AX1582  ___________________________________________________________________
 AX1582  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AX1582
 AX1582  VERT ORDER  -  THIRD (See Below)
 AX1582
 AX1582.The horizontal coordinates were scaled from a topographic map and have
 AX1582.an estimated accuracy of +/- 6 seconds.
 AX1582
 AX1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1582.The vertical order pertains to the NGVD 29 superseded value.
 AX1582
 AX1582.The geoid height was determined by GEOID03.
 AX1582
 AX1582;                    North         East    Units  Estimated Accuracy
 AX1582;SPC TXSC     - 4,187,380.      749,040.      MT  (+/- 180 meters Scaled)
 AX1582
 AX1582                          SUPERSEDED SURVEY CONTROL
 AX1582
 AX1582  NGVD 29 (??/??/??)  105.07   (m)          344.7    (f) RESET       3  
 AX1582
 AX1582.Superseded values are not recommended for survey control.
 AX1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1582.See file dsdata.txt to determine how the superseded data were derived.
 AX1582
 AX1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT490660(NAD 83)
 AX1582_MARKER: DB = BENCH MARK DISK
 AX1582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1582_SP_SET: CULVERT
 AX1582_STAMPING: E 835 RESET 1960
 AX1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1582
 AX1582  HISTORY     - Date     Condition        Report By
 AX1582  HISTORY     - 1960     MONUMENTED       TXHD
 AX1582  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1582  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1582  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1582
 AX1582                          STATION DESCRIPTION
 AX1582
 AX1582'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 AX1582'0.2 MI W FROM GONZALES.
 AX1582'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 90-A AND U. S. 183
 AX1582'AT GONZALES.  PROCEED 0.2 MILE WESTERLY ALONG U. S. HIGHWAY NO.90-A TO
 AX1582'SITE OF BENCH MARK.  BENCH MARK IS 25.0 FEET NORTH OF AND ABOUT THE
 AX1582'SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, AND 15.0 FEET EAST OF
 AX1582'THE CENTERLINE OF A GRAVEL ROAD CROSSING THE HIGHWAY.  IT IS SET
 AX1582'HORIZONTALLY IN THE WEST OF THE NORTH HEADWALL OF A SMALL CONCRETE
 AX1582'HIGHWAY CULVERT.
 AX1582
 AX1582                          STATION RECOVERY (1988)
 AX1582
 AX1582'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1582'MARK NOT FOUND.
 AX1582
 AX1582                          STATION RECOVERY (1988)
 AX1582
 AX1582'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX1582'MARK NOT FOUND.
 AX1582
 AX1582                          STATION RECOVERY (2003)
 AX1582
 AX1582'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2079 ***********************************************************************
 AX2079  DESIGNATION -  E 836
 AX2079  PID         -  AX2079
 AX2079  STATE/COUNTY-  TX/GONZALES
 AX2079  USGS QUAD   -  LEESVILLE (1987)
 AX2079
 AX2079                         *CURRENT SURVEY CONTROL
 AX2079  ___________________________________________________________________
 AX2079* NAD 83(1986)-  29 24 39.     (N)    097 44 39.     (W)     SCALED    
 AX2079* NAVD 88     -       115.71   (+/-2cm)     379.6    (feet)  VERTCON   
 AX2079  ___________________________________________________________________
 AX2079  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2079
 AX2079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2079
 AX2079.The horizontal coordinates were scaled from a topographic map and have
 AX2079.an estimated accuracy of +/- 6 seconds.
 AX2079
 AX2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2079.The vertical order pertains to the NGVD 29 superseded value.
 AX2079
 AX2079.The geoid height was determined by GEOID03.
 AX2079
 AX2079;                    North         East    Units  Estimated Accuracy
 AX2079;SPC TXSC     - 4,175,480.      721,860.      MT  (+/- 180 meters Scaled)
 AX2079
 AX2079                          SUPERSEDED SURVEY CONTROL
 AX2079
 AX2079  NGVD 29 (??/??/92)  115.666  (m)          379.48   (f) ADJ UNCH    2 0
 AX2079
 AX2079.Superseded values are not recommended for survey control.
 AX2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2079.See file dsdata.txt to determine how the superseded data were derived.
 AX2079
 AX2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT218541(NAD 83)
 AX2079_MARKER: DB = BENCH MARK DISK
 AX2079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2079_SP_SET: CULVERT
 AX2079_STAMPING: E 836 1943
 AX2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2079
 AX2079  HISTORY     - Date     Condition        Report By
 AX2079  HISTORY     - 1943     MONUMENTED       CGS
 AX2079  HISTORY     - 20040815 MARK NOT FOUND   USPSQD
 AX2079
 AX2079                          STATION DESCRIPTION
 AX2079
 AX2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2079'0.25 MI N FROM LEESVILLE.
 AX2079'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 0.25 MI. N. ALONG STATE
 AX2079'HIGHWAY NO.80 TO SITE OF BM.  BENCH MARK IS ABOUT 19 FEET S. OF THE
 AX2079'CENTERLINE OF A S. OF A DIRT ROAD LEADING E., AND 16 FEET E. OF AND
 AX2079'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY.  IT IS SET
 AX2079'HORIZONTALLY IN THE N. END OF THE E. HEADWALL OF A CONCRETE CULVERT.
 AX2079
 AX2079                          STATION RECOVERY (2004)
 AX2079
 AX2079'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2833 ***********************************************************************
 AX2833  DESIGNATION -  E 836 RESET
 AX2833  PID         -  AX2833
 AX2833  STATE/COUNTY-  TX/GONZALES
 AX2833  USGS QUAD   -  LEESVILLE (1987)
 AX2833
 AX2833                         *CURRENT SURVEY CONTROL
 AX2833  ___________________________________________________________________
 AX2833* NAD 83(1986)-  29 24 39.     (N)    097 44 39.     (W)     SCALED    
 AX2833* NAVD 88     -       115.44   (+/-2cm)     378.7    (feet)  VERTCON   
 AX2833  ___________________________________________________________________
 AX2833  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2833
 AX2833  VERT ORDER  -  THIRD (See Below)
 AX2833
 AX2833.The horizontal coordinates were scaled from a topographic map and have
 AX2833.an estimated accuracy of +/- 6 seconds.
 AX2833
 AX2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2833.The vertical order pertains to the NGVD 29 superseded value.
 AX2833
 AX2833.The geoid height was determined by GEOID03.
 AX2833
 AX2833;                    North         East    Units  Estimated Accuracy
 AX2833;SPC TXSC     - 4,175,480.      721,860.      MT  (+/- 180 meters Scaled)
 AX2833
 AX2833                          SUPERSEDED SURVEY CONTROL
 AX2833
 AX2833  NGVD 29 (01/29/03)  115.39   (m)          378.6    (f) RESET       3  
 AX2833
 AX2833.Superseded values are not recommended for survey control.
 AX2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2833.See file dsdata.txt to determine how the superseded data were derived.
 AX2833
 AX2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT218541(NAD 83)
 AX2833_MARKER: DV = VERTICAL CONTROL DISK
 AX2833_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2833_SP_SET: CULVERT
 AX2833_STAMPING: E 836 RESET 1986
 AX2833_MARK LOGO: NGS   
 AX2833_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2833+STABILITY: SURFACE MOTION
 AX2833
 AX2833  HISTORY     - Date     Condition        Report By
 AX2833  HISTORY     - 1986     MONUMENTED       TXHD
 AX2833
 AX2833                          STATION DESCRIPTION
 AX2833
 AX2833'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 AX2833'FROM THE POST OFFICE IN LEESVILLE, PROCEED 0.35 MILE (0.56 KM)
 AX2833'NORTHERLY ALONG STATE HIGHWAY 80 TO THE MARK, IN A 4X3 - 48 FOOT
 AX2833'(14.6 M) CULVERT, 23 FEET (7.0 M) WEST OF AND APPROXIMATELY LEVEL
 AX2833'WITH THE CENTERLINE OF STATE HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2038 ***********************************************************************
 AX2038  DESIGNATION -  E 837
 AX2038  PID         -  AX2038
 AX2038  STATE/COUNTY-  TX/GONZALES
 AX2038  USGS QUAD   -  LEESVILLE (1987)
 AX2038
 AX2038                         *CURRENT SURVEY CONTROL
 AX2038  ___________________________________________________________________
 AX2038* NAD 83(1986)-  29 25 01.     (N)    097 41 23.     (W)     SCALED    
 AX2038* NAVD 88     -       118.33   (+/-2cm)     388.2    (feet)  VERTCON   
 AX2038  ___________________________________________________________________
 AX2038  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2038
 AX2038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2038
 AX2038.The horizontal coordinates were scaled from a topographic map and have
 AX2038.an estimated accuracy of +/- 6 seconds.
 AX2038
 AX2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2038.The vertical order pertains to the NGVD 29 superseded value.
 AX2038
 AX2038.The geoid height was determined by GEOID03.
 AX2038
 AX2038;                    North         East    Units  Estimated Accuracy
 AX2038;SPC TXSC     - 4,176,220.      727,140.      MT  (+/- 180 meters Scaled)
 AX2038
 AX2038                          SUPERSEDED SURVEY CONTROL
 AX2038
 AX2038  NGVD 29 (??/??/92)  118.289  (m)          388.09   (f) ADJ UNCH    2 0
 AX2038
 AX2038.Superseded values are not recommended for survey control.
 AX2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2038.See file dsdata.txt to determine how the superseded data were derived.
 AX2038
 AX2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT271548(NAD 83)
 AX2038_MARKER: DB = BENCH MARK DISK
 AX2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2038_STAMPING: E 837 1943
 AX2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2038+STABILITY: SURFACE MOTION
 AX2038
 AX2038  HISTORY     - Date     Condition        Report By
 AX2038  HISTORY     - 1943     MONUMENTED       CGS
 AX2038  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX2038
 AX2038                          STATION DESCRIPTION
 AX2038
 AX2038'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2038'3 MI W FROM BEBE.
 AX2038'TO REACH FROM THE SCHOOL HOUSE AT BEBE, PROCEED 3.0 MI. W. ALONG THE
 AX2038'LEESVILLE-BEBE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3
 AX2038'MI. E. OF A SIDE ROAD INTERSECTION LEADING S., ABOUT 78 FEET S.E. OF
 AX2038'THE S.E. CORNER OF A WHITE FRAME HOUSE, 34 FEET E. OF THE CENTERLINE
 AX2038'OF A PRIVATE ROAD LEADING TO THE HOUSE, AND 32 FEET N. OF AND ABOUT
 AX2038'THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 9 FEET N.W. OF A
 AX2038'24 INCH OAK TREE, 2.4 FEET S.W. OF A FENCE, AND 3.2 FEET S.E. OF A 4X4
 AX2038'INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2068 ***********************************************************************
 AX2068  DESIGNATION -  E 838
 AX2068  PID         -  AX2068
 AX2068  STATE/COUNTY-  TX/GUADALUPE
 AX2068  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX2068
 AX2068                         *CURRENT SURVEY CONTROL
 AX2068  ___________________________________________________________________
 AX2068* NAD 83(1986)-  29 28 44.     (N)    097 56 22.     (W)     SCALED    
 AX2068* NAVD 88     -       162.55   (+/-2cm)     533.3    (feet)  VERTCON   
 AX2068  ___________________________________________________________________
 AX2068  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX2068
 AX2068  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2068
 AX2068.The horizontal coordinates were scaled from a topographic map and have
 AX2068.an estimated accuracy of +/- 6 seconds.
 AX2068
 AX2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2068.The vertical order pertains to the NGVD 29 superseded value.
 AX2068
 AX2068.The geoid height was determined by GEOID03.
 AX2068
 AX2068;                    North         East    Units  Estimated Accuracy
 AX2068;SPC TXSC     - 4,182,840.      702,840.      MT  (+/- 180 meters Scaled)
 AX2068
 AX2068                          SUPERSEDED SURVEY CONTROL
 AX2068
 AX2068  NGVD 29 (??/??/92)  162.472  (m)          533.04   (f) ADJ UNCH    2 0
 AX2068
 AX2068.Superseded values are not recommended for survey control.
 AX2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2068.See file dsdata.txt to determine how the superseded data were derived.
 AX2068
 AX2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT028615(NAD 83)
 AX2068_MARKER: DB = BENCH MARK DISK
 AX2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2068_STAMPING: E 838 1943
 AX2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2068+STABILITY: SURFACE MOTION
 AX2068
 AX2068  HISTORY     - Date     Condition        Report By
 AX2068  HISTORY     - 1943     MONUMENTED       CGS
 AX2068  HISTORY     - 19930808 GOOD             USPSQD
 AX2068  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2068  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2068
 AX2068                          STATION DESCRIPTION
 AX2068
 AX2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2068'7.25 MI S FROM SEGUIN.
 AX2068'TO REACH FROM THE COURTHOUSE AT SEGUIN, PROCEED 6.55 MI. S. ALONG
 AX2068'STATE HIGHWAY NO. 123 TO A DIRT SIDE ROAD INTERSECTION LEADING E.,
 AX2068'THEN 0.7 MI. E. TO SITE OF BENCH MARK.  BENCH MARK IS AT THE N. END OF
 AX2068'A 0.1 MI. JOG IN ROAD, ABOUT 27 FEET S.E. OF THE CENTER OF A TRACK
 AX2068'ROAD INTERSECTION LEADING N. AND 22 FEET E. OF AND ABOUT 1 FOOT ABOVE
 AX2068'THE CENTERLINE OF ROAD.  IT IS 8 FEET S. OF A FENCE CORNER, 1.2 FEET
 AX2068'W. OF THE RIGHT-OF-WAY FENCE, AND 3 FEET S. OF A 4X4 INCH WOODEN
 AX2068'MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AX2068
 AX2068                          STATION RECOVERY (1993)
 AX2068
 AX2068'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2068'RECOVERED IN GOOD CONDITION.
 AX2068
 AX2068                          STATION RECOVERY (1999)
 AX2068
 AX2068'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2068'MARK NOT FOUND.
 AX2068
 AX2068                          STATION RECOVERY (2003)
 AX2068
 AX2068'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX2068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1694 ***********************************************************************
 AX1694  DESIGNATION -  E 839
 AX1694  PID         -  AX1694
 AX1694  STATE/COUNTY-  TX/DE WITT
 AX1694  USGS QUAD   -  FORDTRAN (1987)
 AX1694
 AX1694                         *CURRENT SURVEY CONTROL
 AX1694  ___________________________________________________________________
 AX1694* NAD 83(1986)-  29 03 38.     (N)    097 06 01.     (W)     SCALED    
 AX1694* NAVD 88     -        69.89   (+/-2cm)     229.3    (feet)  VERTCON   
 AX1694  ___________________________________________________________________
 AX1694  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX1694
 AX1694  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1694
 AX1694.The horizontal coordinates were scaled from a topographic map and have
 AX1694.an estimated accuracy of +/- 6 seconds.
 AX1694
 AX1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1694.The vertical order pertains to the NGVD 29 superseded value.
 AX1694
 AX1694.The geoid height was determined by GEOID03.
 AX1694
 AX1694;                    North         East    Units  Estimated Accuracy
 AX1694;SPC TXSC     - 4,137,510.      784,970.      MT  (+/- 180 meters Scaled)
 AX1694
 AX1694                          SUPERSEDED SURVEY CONTROL
 AX1694
 AX1694  NGVD 29 (??/??/92)   69.918  (m)          229.39   (f) ADJ UNCH    2 0
 AX1694
 AX1694.Superseded values are not recommended for survey control.
 AX1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1694.See file dsdata.txt to determine how the superseded data were derived.
 AX1694
 AX1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT849161(NAD 83)
 AX1694_MARKER: DB = BENCH MARK DISK
 AX1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1694_STAMPING: E 839 1943
 AX1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1694+STABILITY: SURFACE MOTION
 AX1694
 AX1694  HISTORY     - Date     Condition        Report By
 AX1694  HISTORY     - 1943     MONUMENTED       CGS
 AX1694
 AX1694                          STATION DESCRIPTION
 AX1694
 AX1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1694'13.4 MI N FROM NURSERY.
 AX1694'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 7.35 MILES
 AX1694'NORTHEASTERLY ALONG THE NURSERY-FORTRAN ROAD TO A WOODEN GATE AND A
 AX1694'PRIVATE ROAD INTERSECTION LEADING NORTHWESTERLY INTO THE WELDER RANCH,
 AX1694'THENCE 3.05 MILES NORTHWESTERLY TO THE THOMASTON-FORDTRAN-STRATTON
 AX1694'ROAD INTERSECTION, THENCE 3.0 MILES NORTHERLY ALONG THE STRATTON ROAD
 AX1694'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF A SIDE
 AX1694'ROAD INTERSECTION LEADING WEST, AND 20.0 FEET EAST OF AND ABOUT THE
 AX1694'SAME ELEVATION AS THE CENTERLINE OF ROAD. IT IS 18.5 FEET NORTH OF THE
 AX1694'CENTERLINE OF A PRIVATE ROAD LEADING WEST THROUGH A GATE AND TO A FARM
 AX1694'HOUSE, 8.0 FEET SOUTHEAST OF A FENCE CORNER, 1.4 FEET SOUTHWEST OF A
 AX1694'FENCE, AND 3.2 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.
 AX1694'MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0105 ***********************************************************************
 CA0105  DESIGNATION -  E 84
 CA0105  PID         -  CA0105
 CA0105  STATE/COUNTY-  TX/LAMPASAS
 CA0105  USGS QUAD   -  OGLES (1959)
 CA0105
 CA0105                         *CURRENT SURVEY CONTROL
 CA0105  ___________________________________________________________________
 CA0105* NAD 83(1986)-  31 11 09.     (N)    098 22 05.     (W)     SCALED    
 CA0105* NAVD 88     -       453.159  (meters)    1486.74   (feet)  ADJUSTED  
 CA0105  ___________________________________________________________________
 CA0105  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CA0105  DYNAMIC HT  -         452.547 (meters)    1484.73  (feet)  COMP
 CA0105  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 CA0105
 CA0105  VERT ORDER  -  FIRST     CLASS II
 CA0105
 CA0105.The horizontal coordinates were scaled from a topographic map and have
 CA0105.an estimated accuracy of +/- 6 seconds.
 CA0105
 CA0105.The orthometric height was determined by differential leveling
 CA0105.and adjusted by the National Geodetic Survey in June 1991..
 CA0105
 CA0105.The geoid height was determined by GEOID03.
 CA0105
 CA0105.The dynamic height is computed by dividing the NAVD 88
 CA0105.geopotential number by the normal gravity value computed on the
 CA0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0105.degrees latitude (g = 980.6199 gals.).
 CA0105
 CA0105.The modeled gravity was interpolated from observed gravity values.
 CA0105
 CA0105;                    North         East    Units  Estimated Accuracy
 CA0105;SPC TX C     - 3,170,060.      887,300.      MT  (+/- 180 meters Scaled)
 CA0105
 CA0105                          SUPERSEDED SURVEY CONTROL
 CA0105
 CA0105  NGVD 29 (??/??/92)  453.056  (m)         1486.40   (f) ADJ UNCH    1 2
 CA0105
 CA0105.Superseded values are not recommended for survey control.
 CA0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0105.See file dsdata.txt to determine how the superseded data were derived.
 CA0105
 CA0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV602503(NAD 83)
 CA0105_MARKER: DB = BENCH MARK DISK
 CA0105_SETTING: 0 = UNSPECIFIED SETTING
 CA0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0105
 CA0105  HISTORY     - Date     Condition        Report By
 CA0105  HISTORY     - UNK      MONUMENTED       CGS
 CA0105  HISTORY     - 1932     GOOD             NGS
 CA0105  HISTORY     - 1958     MARK NOT FOUND   USGS
 CA0105  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0105  HISTORY     - 20020420 GOOD             USPSQD
 CA0105
 CA0105                          STATION DESCRIPTION
 CA0105
 CA0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0105'2.8 MI SE FROM LOMETA.
 CA0105'2.8 MILES SOUTHEAST OF LOMETA ON THE G.C. AND SANTA FE R.R., MARK IS
 CA0105'60 FEET NORTH OF THE TRACK, 30 FEET EAST PRIVATE ROAD GRADE CROSSING
 CA0105'GATE, 5 1/2 POLES EAST MILE POLE NO. 289.
 CA0105
 CA0105                          STATION RECOVERY (1958)
 CA0105
 CA0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CA0105'MARK NOT FOUND.
 CA0105
 CA0105                          STATION RECOVERY (1983)
 CA0105
 CA0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0105'MARK NOT FOUND.
 CA0105
 CA0105                          STATION RECOVERY (2002)
 CA0105
 CA0105'RECOVERY NOTE BY US POWER SQUADRON 2002 (AH)
 CA0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0176 ***********************************************************************
 AY0176  DESIGNATION -  E 840
 AY0176  PID         -  AY0176
 AY0176  STATE/COUNTY-  TX/GUADALUPE
 AY0176  USGS QUAD   -  MARION (1992)
 AY0176
 AY0176                         *CURRENT SURVEY CONTROL
 AY0176  ___________________________________________________________________
 AY0176* NAD 83(1986)-  29 37 14.     (N)    098 09 52.     (W)     SCALED    
 AY0176* NAVD 88     -       228.10   (+/-2cm)     748.4    (feet)  VERTCON   
 AY0176  ___________________________________________________________________
 AY0176  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AY0176
 AY0176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0176
 AY0176.The horizontal coordinates were scaled from a topographic map and have
 AY0176.an estimated accuracy of +/- 6 seconds.
 AY0176
 AY0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0176.The vertical order pertains to the NGVD 29 superseded value.
 AY0176
 AY0176.The geoid height was determined by GEOID03.
 AY0176
 AY0176;                    North         East    Units  Estimated Accuracy
 AY0176;SPC TXSC     - 4,198,360.      680,910.      MT  (+/- 180 meters Scaled)
 AY0176
 AY0176                          SUPERSEDED SURVEY CONTROL
 AY0176
 AY0176  NGVD 29 (??/??/92)  227.998  (m)          748.02   (f) ADJ UNCH    2 0
 AY0176
 AY0176.Superseded values are not recommended for survey control.
 AY0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0176.See file dsdata.txt to determine how the superseded data were derived.
 AY0176
 AY0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT808770(NAD 83)
 AY0176_MARKER: DB = BENCH MARK DISK
 AY0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0176_STAMPING: E 840 1943
 AY0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0176+STABILITY: SURFACE MOTION
 AY0176
 AY0176  HISTORY     - Date     Condition        Report By
 AY0176  HISTORY     - 1943     MONUMENTED       CGS
 AY0176  HISTORY     - 19870401 MARK NOT FOUND   USGS
 AY0176  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0176  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0176  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0176
 AY0176                          STATION DESCRIPTION
 AY0176
 AY0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0176'4.1 MI NW FROM MARION.
 AY0176'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARION, PROCEED
 AY0176'4.1 MILES NORTHWESTERLY ALONG A WINDING GRAVEL ROAD TO SITE OF BENCH
 AY0176'MARK.  BENCH MARK IS 0.3 MILE SOUTHEAST OF A SMALL FRAME HOUSE ON THE
 AY0176'SOUTHWEST SIDE OF ROAD.  IT IS 29.0 FEET NORTHEAST OF AND ABOUT THE
 AY0176'SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.  IT IS 3.0 FEET
 AY0176'SOUTHEAST OF A CORNER POST AT A CROSS FENCE THROUGH FIELD, 1.0 FOOT
 AY0176'NORTHEAST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTHWEST
 AY0176'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AY0176
 AY0176                          STATION RECOVERY (1987)
 AY0176
 AY0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0176'MARK NOT FOUND.
 AY0176
 AY0176                          STATION RECOVERY (1988)
 AY0176
 AY0176'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0176'MARK NOT FOUND.
 AY0176
 AY0176                          STATION RECOVERY (1989)
 AY0176
 AY0176'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0176'MARK NOT FOUND.
 AY0176
 AY0176                          STATION RECOVERY (1999)
 AY0176
 AY0176'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1143 ***********************************************************************
 AX1143  DESIGNATION -  E 841
 AX1143  PID         -  AX1143
 AX1143  STATE/COUNTY-  TX/FAYETTE
 AX1143  USGS QUAD   -  AMMANNSVILLE (1981)
 AX1143
 AX1143                         *CURRENT SURVEY CONTROL
 AX1143  ___________________________________________________________________
 AX1143* NAD 83(1986)-  29 46 23.     (N)    096 47 16.     (W)     SCALED    
 AX1143* NAVD 88     -       100.58   (+/-2cm)     330.0    (feet)  VERTCON   
 AX1143  ___________________________________________________________________
 AX1143  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX1143
 AX1143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1143
 AX1143.The horizontal coordinates were scaled from a topographic map and have
 AX1143.an estimated accuracy of +/- 6 seconds.
 AX1143
 AX1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1143.The vertical order pertains to the NGVD 29 superseded value.
 AX1143
 AX1143.The geoid height was determined by GEOID03.
 AX1143
 AX1143;                    North         East    Units  Estimated Accuracy
 AX1143;SPC TXSC     - 4,217,000.      813,900.      MT  (+/- 180 meters Scaled)
 AX1143
 AX1143                          SUPERSEDED SURVEY CONTROL
 AX1143
 AX1143  NGVD 29 (??/??/92)  100.549  (m)          329.88   (f) ADJ UNCH    2 0
 AX1143
 AX1143.Superseded values are not recommended for survey control.
 AX1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1143.See file dsdata.txt to determine how the superseded data were derived.
 AX1143
 AX1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT138956(NAD 83)
 AX1143_MARKER: DB = BENCH MARK DISK
 AX1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1143_STAMPING: E 841 1943
 AX1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1143+STABILITY: SURFACE MOTION
 AX1143
 AX1143  HISTORY     - Date     Condition        Report By
 AX1143  HISTORY     - 1943     MONUMENTED       CGS
 AX1143  HISTORY     - 1957     MARK NOT FOUND   USGS
 AX1143  HISTORY     - 20040318 MARK NOT FOUND   USPSQD
 AX1143
 AX1143                          STATION DESCRIPTION
 AX1143
 AX1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1143'5.2 MI N FROM WEIMAR.
 AX1143'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 5.2 MILES NORTHERLY
 AX1143'ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.35 MILE
 AX1143'WEST OF A WOODEN BRIDGE ACROSS A LARGE CREEK.  IT IS 34.5 FEET
 AX1143'NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 29.0
 AX1143'FEET WEST OF THE CENTERLINE OF A 4.0 FOOT OAK TREE, 4.3 FEET NORTHEAST
 AX1143'OF THE NORTHEAST RIGHT-OF-WAY FENCE AND 2.5 FEET SOUTHEAST OF A 4X4
 AX1143'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT. 1.8 MI. S
 AX1143'OF THE GENERAL STORE AT HOLMAN.
 AX1143
 AX1143                          STATION RECOVERY (1957)
 AX1143
 AX1143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AX1143'MARK NOT FOUND.
 AX1143
 AX1143                          STATION RECOVERY (2004)
 AX1143
 AX1143'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1496 ***********************************************************************
 AX1496  DESIGNATION -  E 842
 AX1496  PID         -  AX1496
 AX1496  STATE/COUNTY-  TX/FAYETTE
 AX1496  USGS QUAD   -  MULDOON (1981)
 AX1496
 AX1496                         *CURRENT SURVEY CONTROL
 AX1496  ___________________________________________________________________
 AX1496* NAD 83(1986)-  29 47 33.     (N)    097 00 45.     (W)     SCALED    
 AX1496* NAVD 88     -       140.87   (+/-2cm)     462.2    (feet)  VERTCON   
 AX1496  ___________________________________________________________________
 AX1496  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AX1496
 AX1496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1496
 AX1496.The horizontal coordinates were scaled from a topographic map and have
 AX1496.an estimated accuracy of +/- 6 seconds.
 AX1496
 AX1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1496.The vertical order pertains to the NGVD 29 superseded value.
 AX1496
 AX1496.The geoid height was determined by GEOID03.
 AX1496
 AX1496;                    North         East    Units  Estimated Accuracy
 AX1496;SPC TXSC     - 4,218,760.      792,140.      MT  (+/- 180 meters Scaled)
 AX1496
 AX1496                          SUPERSEDED SURVEY CONTROL
 AX1496
 AX1496  NGVD 29 (??/??/92)  140.828  (m)          462.03   (f) ADJ UNCH    2 0
 AX1496
 AX1496.Superseded values are not recommended for survey control.
 AX1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1496.See file dsdata.txt to determine how the superseded data were derived.
 AX1496
 AX1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT921974(NAD 83)
 AX1496_MARKER: DB = BENCH MARK DISK
 AX1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1496_STAMPING: E 842 1943
 AX1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1496+STABILITY: SURFACE MOTION
 AX1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1496+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AX1496
 AX1496  HISTORY     - Date     Condition        Report By
 AX1496  HISTORY     - 1943     MONUMENTED       CGS
 AX1496  HISTORY     - 20041207 GOOD             USPSQD
 AX1496
 AX1496                          STATION DESCRIPTION
 AX1496
 AX1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1496'5.0 MI SE FROM MULDOON.
 AX1496'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1496'STATION AT MULDOON, PROCEED 4.85 MILES SOUTHEASTERLY ALONG A SAND
 AX1496'STONE ROAD TO THE INTERSECTION OF A SAND STONE ROAD LEADING SOUTH,
 AX1496'THENCE 0.15 MILE SOUTHERLY ALONG A SAND STONE ROAD TO SITE OF BENCH
 AX1496'MARK.  BENCH MARK IS 73.0 FEET SOUTH OF A T FENCE CORNER POST.  IT IS
 AX1496'24.5 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1496'THE ROAD, 3.0 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE AND 3.2 FEET
 AX1496'NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AX1496'FOOT.
 AX1496
 AX1496                          STATION RECOVERY (2004)
 AX1496
 AX1496'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0918 ***********************************************************************
 AX0918  DESIGNATION -  E 843
 AX0918  PID         -  AX0918
 AX0918  STATE/COUNTY-  TX/FAYETTE
 AX0918  USGS QUAD   -  SWISS ALP (1981)
 AX0918
 AX0918                         *CURRENT SURVEY CONTROL
 AX0918  ___________________________________________________________________
 AX0918* NAD 83(1986)-  29 52 22.     (N)    096 53 10.     (W)     SCALED    
 AX0918* NAVD 88     -       134.392  (meters)     440.92   (feet)  ADJUSTED  
 AX0918  ___________________________________________________________________
 AX0918  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AX0918  DYNAMIC HT  -         134.207 (meters)     440.31  (feet)  COMP
 AX0918  MODELED GRAV-     979,260.2   (mgal)                       NAVD 88
 AX0918
 AX0918  VERT ORDER  -  FIRST     CLASS I
 AX0918
 AX0918.The horizontal coordinates were scaled from a topographic map and have
 AX0918.an estimated accuracy of +/- 6 seconds.
 AX0918
 AX0918.The orthometric height was determined by differential leveling
 AX0918.and adjusted by the National Geodetic Survey in June 1991..
 AX0918
 AX0918.The geoid height was determined by GEOID03.
 AX0918
 AX0918.The dynamic height is computed by dividing the NAVD 88
 AX0918.geopotential number by the normal gravity value computed on the
 AX0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0918.degrees latitude (g = 980.6199 gals.).
 AX0918
 AX0918.The modeled gravity was interpolated from observed gravity values.
 AX0918
 AX0918;                    North         East    Units  Estimated Accuracy
 AX0918;SPC TXSC     - 4,227,870.      804,190.      MT  (+/- 180 meters Scaled)
 AX0918
 AX0918                          SUPERSEDED SURVEY CONTROL
 AX0918
 AX0918  NGVD 29 (??/??/92)  134.354  (m)          440.79   (f) ADJ UNCH    1 1
 AX0918
 AX0918.Superseded values are not recommended for survey control.
 AX0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0918.See file dsdata.txt to determine how the superseded data were derived.
 AX0918
 AX0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU041065(NAD 83)
 AX0918_MARKER: DB = BENCH MARK DISK
 AX0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0918_SP_SET: CULVERT
 AX0918_STAMPING: E 843 1943
 AX0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0918
 AX0918  HISTORY     - Date     Condition        Report By
 AX0918  HISTORY     - 1943     MONUMENTED       CGS
 AX0918  HISTORY     - 1972     GOOD             NGS
 AX0918  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0918  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0918  HISTORY     - 1992     MARK NOT FOUND   USPSQD
 AX0918  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AX0918
 AX0918                          STATION DESCRIPTION
 AX0918
 AX0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0918'2.95 MI S FROM LA GRANGE.
 AX0918'ABOUT 2.95 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 AX0918'LA GRANGE, 30 FEET EAST OF THE CENTER OF THE JUNCTION OF A GRAVELED
 AX0918'ROAD WHICH LEADS NORTHWEST, 20 1/2 FEET SOUTHEAST OF THE CENTER LINE
 AX0918'OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 AX0918'CONCRETE HEADWALL OF A 2- X 4-FOOT BOX CULVERT, 20 FEET NORTHWEST OF A
 AX0918'FENCE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AX0918
 AX0918                          STATION RECOVERY (1987)
 AX0918
 AX0918'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 AX0918'MARK NOT FOUND.
 AX0918
 AX0918                          STATION RECOVERY (1990)
 AX0918
 AX0918'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0918'MARK NOT FOUND.
 AX0918
 AX0918                          STATION RECOVERY (1992)
 AX0918
 AX0918'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCM)
 AX0918'MARK NOT FOUND.
 AX0918
 AX0918                          STATION RECOVERY (2004)
 AX0918
 AX0918'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1159 ***********************************************************************
 AX1159  DESIGNATION -  E 844
 AX1159  PID         -  AX1159
 AX1159  STATE/COUNTY-  TX/COLORADO
 AX1159  USGS QUAD   -  OAKLAND (1981)
 AX1159
 AX1159                         *CURRENT SURVEY CONTROL
 AX1159  ___________________________________________________________________
 AX1159* NAD 83(1986)-  29 36 19.     (N)    096 46 07.     (W)     SCALED    
 AX1159* NAVD 88     -       111.81   (+/-2cm)     366.8    (feet)  VERTCON   
 AX1159  ___________________________________________________________________
 AX1159  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1159
 AX1159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1159
 AX1159.The horizontal coordinates were scaled from a topographic map and have
 AX1159.an estimated accuracy of +/- 6 seconds.
 AX1159
 AX1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1159.The vertical order pertains to the NGVD 29 superseded value.
 AX1159
 AX1159.The geoid height was determined by GEOID03.
 AX1159
 AX1159;                    North         East    Units  Estimated Accuracy
 AX1159;SPC TXSC     - 4,198,440.      816,110.      MT  (+/- 180 meters Scaled)
 AX1159
 AX1159                          SUPERSEDED SURVEY CONTROL
 AX1159
 AX1159  NGVD 29 (??/??/92)  111.782  (m)          366.74   (f) ADJ UNCH    2 0
 AX1159
 AX1159.Superseded values are not recommended for survey control.
 AX1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1159.See file dsdata.txt to determine how the superseded data were derived.
 AX1159
 AX1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT160771(NAD 83)
 AX1159_MARKER: DB = BENCH MARK DISK
 AX1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1159_STAMPING: E 844 1943
 AX1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1159+STABILITY: SURFACE MOTION
 AX1159
 AX1159  HISTORY     - Date     Condition        Report By
 AX1159  HISTORY     - 1943     MONUMENTED       CGS
 AX1159  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1159  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AX1159  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1159
 AX1159                          STATION DESCRIPTION
 AX1159
 AX1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1159'8.0 MI S FROM WEIMAR.
 AX1159'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1159'ALONG U.S. HIGHWAY NO.90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1159'THENCE 7.75 MILES SOUTHERLY ALONG THE SUBLIME ROAD TO SITE OF BENCH
 AX1159'MARK.  BENCH MARK IS 0.15 MILE SOUTH OF THE INTERSECTION OF A DIRT
 AX1159'ROAD LEADING EAST.  IT IS 28.5 FEET WEST OF AND ABOUT 1.0 FOOT BELOW
 AX1159'THE CENTERLINE OF THE ROAD, 15.9 FEET EAST OF R.E.A. CO-OP POLE
 AX1159'NO.20/165 AND 3.6 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1159'MONUMENT PROJECTS 0.3 FOOT.
 AX1159
 AX1159                          STATION RECOVERY (1965)
 AX1159
 AX1159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1159'MARK NOT FOUND.
 AX1159
 AX1159                          STATION RECOVERY (2002)
 AX1159
 AX1159'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1159'MARK NOT FOUND.
 AX1159
 AX1159                          STATION RECOVERY (2004)
 AX1159
 AX1159'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0962 ***********************************************************************
 AX0962  DESIGNATION -  E 845
 AX0962  PID         -  AX0962
 AX0962  STATE/COUNTY-  TX/LAVACA
 AX0962  USGS QUAD   -  MORAVIA (1981)
 AX0962
 AX0962                         *CURRENT SURVEY CONTROL
 AX0962  ___________________________________________________________________
 AX0962* NAD 83(1986)-  29 32 19.     (N)    096 54 39.     (W)     SCALED    
 AX0962* NAVD 88     -        82.23   (+/-2cm)     269.8    (feet)  VERTCON   
 AX0962  ___________________________________________________________________
 AX0962  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0962
 AX0962  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0962
 AX0962.The horizontal coordinates were scaled from a topographic map and have
 AX0962.an estimated accuracy of +/- 6 seconds.
 AX0962
 AX0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0962.The vertical order pertains to the NGVD 29 superseded value.
 AX0962
 AX0962.The geoid height was determined by GEOID03.
 AX0962
 AX0962;                    North         East    Units  Estimated Accuracy
 AX0962;SPC TXSC     - 4,190,800.      802,470.      MT  (+/- 180 meters Scaled)
 AX0962
 AX0962                          SUPERSEDED SURVEY CONTROL
 AX0962
 AX0962  NGVD 29 (??/??/92)   82.22   (m)          269.8    (f) COMPUTED    2 0
 AX0962
 AX0962.Superseded values are not recommended for survey control.
 AX0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0962.See file dsdata.txt to determine how the superseded data were derived.
 AX0962
 AX0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT024694(NAD 83)
 AX0962_MARKER: DB = BENCH MARK DISK
 AX0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0962_SP_SET: CULVERT
 AX0962_STAMPING: E 845 1943
 AX0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0962
 AX0962  HISTORY     - Date     Condition        Report By
 AX0962  HISTORY     - 1943     MONUMENTED       CGS
 AX0962  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0962
 AX0962                          STATION DESCRIPTION
 AX0962
 AX0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0962'10.5 MI S FROM SCHULENBURG.
 AX0962'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY
 AX0962'NO.77 AT SCHULENBURG, PROCEED 10.5 MILES SOUTHERLY ALONG U.S. HIGHWAY
 AX0962'NO.77 TO THE INTERSECTION OF A DIRT ROAD LEADING EAST AND SITE OF
 AX0962'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH
 AX0962'END OF THE EAST HEADWALL OF A 3X4 FOOT CONCRETE BOX CULVERT UNDER THE
 AX0962'HIGHWAY.  IT IS 29.5 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD
 AX0962'LEADING EAST, 12.2 FEET EAST OF AND ABOUT 0.5 FOOT ABOVE THE
 AX0962'CENTERLINE OF THE HIGHWAY.
 AX0962
 AX0962                          STATION RECOVERY (1997)
 AX0962
 AX0962'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0963 ***********************************************************************
 AX0963  DESIGNATION -  E 845 RESET 1956
 AX0963  PID         -  AX0963
 AX0963  STATE/COUNTY-  TX/LAVACA
 AX0963  USGS QUAD   -  MORAVIA (1981)
 AX0963
 AX0963                         *CURRENT SURVEY CONTROL
 AX0963  ___________________________________________________________________
 AX0963* NAD 83(1986)-  29 32 19.     (N)    096 54 39.     (W)     SCALED    
 AX0963* NAVD 88     -        82.090  (meters)     269.32   (feet)  ADJUSTED  
 AX0963  ___________________________________________________________________
 AX0963  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0963  DYNAMIC HT  -          81.975 (meters)     268.95  (feet)  COMP
 AX0963  MODELED GRAV-     979,239.0   (mgal)                       NAVD 88
 AX0963
 AX0963  VERT ORDER  -  FIRST     CLASS I
 AX0963
 AX0963.The horizontal coordinates were scaled from a topographic map and have
 AX0963.an estimated accuracy of +/- 6 seconds.
 AX0963
 AX0963.The orthometric height was determined by differential leveling
 AX0963.and adjusted by the National Geodetic Survey in June 1991..
 AX0963
 AX0963.The geoid height was determined by GEOID03.
 AX0963
 AX0963.The dynamic height is computed by dividing the NAVD 88
 AX0963.geopotential number by the normal gravity value computed on the
 AX0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0963.degrees latitude (g = 980.6199 gals.).
 AX0963
 AX0963.The modeled gravity was interpolated from observed gravity values.
 AX0963
 AX0963;                    North         East    Units  Estimated Accuracy
 AX0963;SPC TXSC     - 4,190,800.      802,470.      MT  (+/- 180 meters Scaled)
 AX0963
 AX0963                          SUPERSEDED SURVEY CONTROL
 AX0963
 AX0963  NGVD 29 (??/??/92)   82.072  (m)          269.26   (f) ADJ UNCH    1 1
 AX0963
 AX0963.Superseded values are not recommended for survey control.
 AX0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0963.See file dsdata.txt to determine how the superseded data were derived.
 AX0963
 AX0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT024694(NAD 83)
 AX0963_MARKER: DB = BENCH MARK DISK
 AX0963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0963_SP_SET: CULVERT
 AX0963_STAMPING: E 845 RESET 1956
 AX0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0963
 AX0963  HISTORY     - Date     Condition        Report By
 AX0963  HISTORY     - 1956     MONUMENTED       CGS
 AX0963  HISTORY     - 1972     GOOD             NGS
 AX0963  HISTORY     - 1990     GOOD             USPSQD
 AX0963  HISTORY     - 19970607 GOOD             USPSQD
 AX0963
 AX0963                          STATION DESCRIPTION
 AX0963
 AX0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0963'7.05 MI N FROM HALLETTSVILLE.
 AX0963'ABOUT 7.05 MILES NORTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF U.
 AX0963'S. HIGHWAY 90A AT HALLETTSVILLE, 0.2 MILE NORTH OF THE NORTH END OF A
 AX0963'HIGHWAY BRIDGE OVER MIXON CREEK, 78 FEET EAST OF THE CENTER LINE OF
 AX0963'THE HIGHWAY, 14 FEET SOUTH OF THE CENTER LINE OF AN ASPHALT ROAD
 AX0963'LEADING EAST, SET ON THE TOP OF THE CENTER OF THE SOUTH CONCRETE
 AX0963'HEADWALL FOR A 16-BY4-FOOT TRIPLE CHANNEL CULVERT UNDER THE ROAD EAST
 AX0963'AND 1 FOOT ABOVE THE LEVEL OF THE ROAD LEADING EAST.
 AX0963
 AX0963                          STATION RECOVERY (1990)
 AX0963
 AX0963'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0963'RECOVERED IN GOOD CONDITION.
 AX0963
 AX0963                          STATION RECOVERY (1997)
 AX0963
 AX0963'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1223 ***********************************************************************
 AX1223  DESIGNATION -  E 846
 AX1223  PID         -  AX1223
 AX1223  STATE/COUNTY-  TX/LAVACA
 AX1223  USGS QUAD   -  MORAVIA (1981)
 AX1223
 AX1223                         *CURRENT SURVEY CONTROL
 AX1223  ___________________________________________________________________
 AX1223* NAD 83(1986)-  29 34 15.     (N)    096 57 18.     (W)     SCALED    
 AX1223* NAVD 88     -       106.95   (+/-2cm)     350.9    (feet)  VERTCON   
 AX1223  ___________________________________________________________________
 AX1223  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX1223
 AX1223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1223
 AX1223.The horizontal coordinates were scaled from a topographic map and have
 AX1223.an estimated accuracy of +/- 6 seconds.
 AX1223
 AX1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1223.The vertical order pertains to the NGVD 29 superseded value.
 AX1223
 AX1223.The geoid height was determined by GEOID03.
 AX1223
 AX1223;                    North         East    Units  Estimated Accuracy
 AX1223;SPC TXSC     - 4,194,290.      798,120.      MT  (+/- 180 meters Scaled)
 AX1223
 AX1223                          SUPERSEDED SURVEY CONTROL
 AX1223
 AX1223  NGVD 29 (??/??/92)  106.92   (m)          350.8    (f) COMPUTED    2 0
 AX1223
 AX1223.Superseded values are not recommended for survey control.
 AX1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1223.See file dsdata.txt to determine how the superseded data were derived.
 AX1223
 AX1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT981729(NAD 83)
 AX1223_MARKER: DB = BENCH MARK DISK
 AX1223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1223_SP_SET: CULVERT
 AX1223_STAMPING: E 846 1943
 AX1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1223
 AX1223  HISTORY     - Date     Condition        Report By
 AX1223  HISTORY     - 1943     MONUMENTED       CGS
 AX1223  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1223
 AX1223                          STATION DESCRIPTION
 AX1223
 AX1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1223'11.85 MI N FROM HALLETTSVILLE.
 AX1223'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 77 AND A DIRT ROAD
 AX1223'LEADING WEST TO MORAVIA (9.3 MILES NORTH OF THE CITY HALL AT
 AX1223'HALLETTSVILLE), PROCEED 2.55 MILES WESTERLY ALONG A DIRT ROAD TO A
 AX1223'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1223'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 3X3
 AX1223'FOOT CONCRETE BOX CULVERT UNDER THE ROAD.  IT IS 12.3 FEET NORTH OF
 AX1223'AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE ROAD.
 AX1223
 AX1223                          STATION RECOVERY (1997)
 AX1223
 AX1223'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1224 ***********************************************************************
 AX1224  DESIGNATION -  E 846 RESET 1955
 AX1224  PID         -  AX1224
 AX1224  STATE/COUNTY-  TX/LAVACA
 AX1224  USGS QUAD   -  MORAVIA (1981)
 AX1224
 AX1224                         *CURRENT SURVEY CONTROL
 AX1224  ___________________________________________________________________
 AX1224* NAD 83(1986)-  29 34 15.     (N)    096 57 18.     (W)     SCALED    
 AX1224* NAVD 88     -       107.87   (+/-2cm)     353.9    (feet)  VERTCON   
 AX1224  ___________________________________________________________________
 AX1224  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX1224
 AX1224  VERT ORDER  -  THIRD (See Below)
 AX1224
 AX1224.The horizontal coordinates were scaled from a topographic map and have
 AX1224.an estimated accuracy of +/- 6 seconds.
 AX1224
 AX1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1224.The vertical order pertains to the NGVD 29 superseded value.
 AX1224
 AX1224.The geoid height was determined by GEOID03.
 AX1224
 AX1224;                    North         East    Units  Estimated Accuracy
 AX1224;SPC TXSC     - 4,194,290.      798,120.      MT  (+/- 180 meters Scaled)
 AX1224
 AX1224                          SUPERSEDED SURVEY CONTROL
 AX1224
 AX1224  NGVD 29 (??/??/??)  107.84   (m)          353.8    (f) RESET       3  
 AX1224
 AX1224.Superseded values are not recommended for survey control.
 AX1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1224.See file dsdata.txt to determine how the superseded data were derived.
 AX1224
 AX1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT981729(NAD 83)
 AX1224_MARKER: DB = BENCH MARK DISK
 AX1224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1224_SP_SET: CULVERT
 AX1224_STAMPING: E 846 RESET 1955
 AX1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1224
 AX1224  HISTORY     - Date     Condition        Report By
 AX1224  HISTORY     - 1955     MONUMENTED       TXHD
 AX1224  HISTORY     - 1965     GOOD             USGS
 AX1224  HISTORY     - 1990     GOOD             USPSQD
 AX1224  HISTORY     - 19970607 GOOD             USPSQD
 AX1224
 AX1224                          STATION DESCRIPTION
 AX1224
 AX1224'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AX1224'11.8 MI NW FROM HALLETTSVILLE.
 AX1224'9.3 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE CITY HALL AT
 AX1224'HALLETTSVILLE, LAVACA COUNTY, THENCE 2.5 MILES WEST ALONG
 AX1224'FARM-TO-MARKET HOGHWAY 532.  AT A 3- BY 3-FOOT CONCRETE-BOX CULVERT,
 AX1224'IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL, AND 32 FEET SOUTH OF
 AX1224'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 846 RESET
 AX1224'1955.
 AX1224
 AX1224                          STATION RECOVERY (1965)
 AX1224
 AX1224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1224'RECOVERED IN GOOD CONDITION.
 AX1224
 AX1224                          STATION RECOVERY (1990)
 AX1224
 AX1224'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1224'RECOVERED IN GOOD CONDITION.
 AX1224
 AX1224                          STATION RECOVERY (1997)
 AX1224
 AX1224'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1737 ***********************************************************************
 AX1737  DESIGNATION -  E 847
 AX1737  PID         -  AX1737
 AX1737  STATE/COUNTY-  TX/LAVACA
 AX1737  USGS QUAD   -  WIED (1987)
 AX1737
 AX1737                         *CURRENT SURVEY CONTROL
 AX1737  ___________________________________________________________________
 AX1737* NAD 83(1986)-  29 28 37.     (N)    097 03 49.     (W)     SCALED    
 AX1737* NAVD 88     -       101.26   (+/-2cm)     332.2    (feet)  VERTCON   
 AX1737  ___________________________________________________________________
 AX1737  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX1737
 AX1737  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1737
 AX1737.The horizontal coordinates were scaled from a topographic map and have
 AX1737.an estimated accuracy of +/- 6 seconds.
 AX1737
 AX1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1737.The vertical order pertains to the NGVD 29 superseded value.
 AX1737
 AX1737.The geoid height was determined by GEOID03.
 AX1737
 AX1737;                    North         East    Units  Estimated Accuracy
 AX1737;SPC TXSC     - 4,183,710.      787,770.      MT  (+/- 180 meters Scaled)
 AX1737
 AX1737                          SUPERSEDED SURVEY CONTROL
 AX1737
 AX1737  NGVD 29 (??/??/92)  101.243  (m)          332.16   (f) ADJ UNCH    2 0
 AX1737
 AX1737.Superseded values are not recommended for survey control.
 AX1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1737.See file dsdata.txt to determine how the superseded data were derived.
 AX1737
 AX1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT877623(NAD 83)
 AX1737_MARKER: DB = BENCH MARK DISK
 AX1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1737_STAMPING: E 847 1943
 AX1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1737+STABILITY: SURFACE MOTION
 AX1737
 AX1737  HISTORY     - Date     Condition        Report By
 AX1737  HISTORY     - 1943     MONUMENTED       CGS
 AX1737
 AX1737                          STATION DESCRIPTION
 AX1737
 AX1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1737'19.75 MI NE FROM SHINER.
 AX1737'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1737'STATION AT SHINER, PROCEED 4.05 MILES NORTHERLY ALONG THE TRACK TO A
 AX1737'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 6.7 MILES EASTRLY ALONG
 AX1737'A DIRT ROAD TO THE NORTH END OF A DOUBLE TURN IN THE ROAD AND SITE OF
 AX1737'BENCH MARK.  BENCH MARK IS 0.35 MILE NORTH OF THE CHARLOTTENBURG
 AX1737'CHURCH AND CEMETERY.  IT IS 34.5 FEET WEST OF AND ABOUT 4.0 FEET ABOVE
 AX1737'THE CENTERLINE OF THE ROAD, AND 3.2 FEET SOUTH OF A 4X4 INCH WHITE
 AX1737'WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0259 ***********************************************************************
 CA0259  DESIGNATION -  E 85
 CA0259  PID         -  CA0259
 CA0259  STATE/COUNTY-  TX/MILLS
 CA0259  USGS QUAD   -  BLANKET SPRINGS (1979)
 CA0259
 CA0259                         *CURRENT SURVEY CONTROL
 CA0259  ___________________________________________________________________
 CA0259* NAD 83(1986)-  31 37 24.     (N)    098 45 59.     (W)     SCALED    
 CA0259* NAVD 88     -       413.502  (meters)    1356.63   (feet)  ADJUSTED  
 CA0259  ___________________________________________________________________
 CA0259  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CA0259  DYNAMIC HT  -         412.963 (meters)    1354.86  (feet)  COMP
 CA0259  MODELED GRAV-     979,324.7   (mgal)                       NAVD 88
 CA0259
 CA0259  VERT ORDER  -  FIRST     CLASS II
 CA0259
 CA0259.The horizontal coordinates were scaled from a topographic map and have
 CA0259.an estimated accuracy of +/- 6 seconds.
 CA0259
 CA0259.The orthometric height was determined by differential leveling
 CA0259.and adjusted by the National Geodetic Survey in June 1991..
 CA0259
 CA0259.The geoid height was determined by GEOID03.
 CA0259
 CA0259.The dynamic height is computed by dividing the NAVD 88
 CA0259.geopotential number by the normal gravity value computed on the
 CA0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0259.degrees latitude (g = 980.6199 gals.).
 CA0259
 CA0259.The modeled gravity was interpolated from observed gravity values.
 CA0259
 CA0259;                    North         East    Units  Estimated Accuracy
 CA0259;SPC TX C     - 3,217,960.      848,650.      MT  (+/- 180 meters Scaled)
 CA0259
 CA0259                          SUPERSEDED SURVEY CONTROL
 CA0259
 CA0259  NGVD 29 (??/??/92)  413.412  (m)         1356.34   (f) ADJ UNCH    1 2
 CA0259
 CA0259.Superseded values are not recommended for survey control.
 CA0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0259.See file dsdata.txt to determine how the superseded data were derived.
 CA0259
 CA0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV221987(NAD 83)
 CA0259_MARKER: DB = BENCH MARK DISK
 CA0259_SETTING: 0 = UNSPECIFIED SETTING
 CA0259_MARK LOGO: CGS   
 CA0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0259
 CA0259  HISTORY     - Date     Condition        Report By
 CA0259  HISTORY     - UNK      MONUMENTED       CGS
 CA0259  HISTORY     - 1932     GOOD             NGS
 CA0259  HISTORY     - 1934     GOOD             NGS
 CA0259  HISTORY     - 1983     GOOD             NGS
 CA0259
 CA0259                          STATION DESCRIPTION
 CA0259
 CA0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0259'8.1 MI N FROM MULLEN.
 CA0259'ON THE G.C. AND SANTA FE R.R., 60 FEET EAST OF THE TRACK, 30 FEET
 CA0259'SOUTH OF THE CUT ON THE R.R., 3 1/2 POLES NORTH OF MILE POLE NO. 332,
 CA0259'2 FEET ON THE INSIDE OF THE FENCE LINE AT THE TOP OF THE HILL.
 CA0259
 CA0259                          STATION RECOVERY (1934)
 CA0259
 CA0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0259'RECOVERED IN GOOD CONDITION.
 CA0259
 CA0259                          STATION RECOVERY (1983)
 CA0259
 CA0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0259'RECOVERED THIS DATE.  NOTE, NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0478 ***********************************************************************
 AX0478  DESIGNATION -  E 851 RESET 1956
 AX0478  PID         -  AX0478
 AX0478  STATE/COUNTY-  TX/WHARTON
 AX0478  USGS QUAD   -  NEW TAITON (1981)
 AX0478
 AX0478                         *CURRENT SURVEY CONTROL
 AX0478  ___________________________________________________________________
 AX0478* NAD 83(1986)-  29 18 38.     (N)    096 17 20.     (W)     SCALED    
 AX0478* NAVD 88     -        38.46   (+/-2cm)     126.2    (feet)  VERTCON   
 AX0478  ___________________________________________________________________
 AX0478  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0478
 AX0478  VERT ORDER  -  THIRD (See Below)
 AX0478
 AX0478.The horizontal coordinates were scaled from a topographic map and have
 AX0478.an estimated accuracy of +/- 6 seconds.
 AX0478
 AX0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0478.The vertical order pertains to the NGVD 29 superseded value.
 AX0478
 AX0478.The geoid height was determined by GEOID03.
 AX0478
 AX0478;                    North         East    Units  Estimated Accuracy
 AX0478;SPC TXSC     - 4,166,770.      863,320.      MT  (+/- 180 meters Scaled)
 AX0478
 AX0478                          SUPERSEDED SURVEY CONTROL
 AX0478
 AX0478  NGVD 29 (??/??/??)   38.46   (m)          126.2    (f) RESET       3  
 AX0478
 AX0478.Superseded values are not recommended for survey control.
 AX0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0478.See file dsdata.txt to determine how the superseded data were derived.
 AX0478
 AX0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT633454(NAD 83)
 AX0478_MARKER: DB = BENCH MARK DISK
 AX0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0478_STAMPING: E 851 RESET 1956
 AX0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0478+STABILITY: SURFACE MOTION
 AX0478
 AX0478  HISTORY     - Date     Condition        Report By
 AX0478  HISTORY     - 1956     MONUMENTED       CGS
 AX0478
 AX0478                          STATION DESCRIPTION
 AX0478
 AX0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AX0478'7.5 MI SW FROM GLENFLORA.
 AX0478'7.5 MILES SOUTHWEST ALONG HIGHWAYS NO. 960 AND 961, FROM GLEN FLORA,
 AX0478'IN THE NORTH RIGHT-OF-WAY LINE OF HIGHWAY 961,IN THE SOUTH EDGE OF A
 AX0478'SMALL FARMYARD, 55 FEET EAST OF THE ENTRANCE DRIVE AND 25 FEET WEST OF
 AX0478'THE EDGE OF THE FIELD, AND NEAR THE EAST END OF A LONG CURVE. A
 AX0478'STANDARD DISK STAMPED E 851 RESET 1956 AND SET IN A CONCRETE MONUMENT
 AX0478'WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0494 ***********************************************************************
 AX0494  DESIGNATION -  E 852
 AX0494  PID         -  AX0494
 AX0494  STATE/COUNTY-  TX/WHARTON
 AX0494  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0494
 AX0494                         *CURRENT SURVEY CONTROL
 AX0494  ___________________________________________________________________
 AX0494* NAD 83(1986)-  29 11 06.     (N)    096 23 52.     (W)     SCALED    
 AX0494* NAVD 88     -        29.05   (+/-2cm)      95.3    (feet)  VERTCON   
 AX0494  ___________________________________________________________________
 AX0494  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0494
 AX0494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0494
 AX0494.The horizontal coordinates were scaled from a topographic map and have
 AX0494.an estimated accuracy of +/- 6 seconds.
 AX0494
 AX0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0494.The vertical order pertains to the NGVD 29 superseded value.
 AX0494
 AX0494.The geoid height was determined by GEOID03.
 AX0494
 AX0494;                    North         East    Units  Estimated Accuracy
 AX0494;SPC TXSC     - 4,152,620.      853,050.      MT  (+/- 180 meters Scaled)
 AX0494
 AX0494                          SUPERSEDED SURVEY CONTROL
 AX0494
 AX0494  NGVD 29 (??/??/92)   29.051  (m)           95.31   (f) ADJ UNCH    2 0
 AX0494
 AX0494.Superseded values are not recommended for survey control.
 AX0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0494.See file dsdata.txt to determine how the superseded data were derived.
 AX0494
 AX0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT530312(NAD 83)
 AX0494_MARKER: DB = BENCH MARK DISK
 AX0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0494_STAMPING: E-852 1943
 AX0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0494+STABILITY: SURFACE MOTION
 AX0494
 AX0494  HISTORY     - Date     Condition        Report By
 AX0494  HISTORY     - 1943     MONUMENTED       CGS
 AX0494
 AX0494                          STATION DESCRIPTION
 AX0494
 AX0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0494'5.6 MI N FROM LOUISE.
 AX0494'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE STATION AT
 AX0494'LOUISE, THENCE 5.1 MILES NORTH ALONG THE COUNTY ROAD, SET IN THE
 AX0494'NORTHEAST QUARTER OF THE PUBLIC ROAD CROSSING, 38 FEET EAST OF THE
 AX0494'CENTER-LINE OF THE NORTH-SOUTH ROAD, 31 FEET NORTH OF THE CENTER-LINE
 AX0494'OF THE EAST-WEST ROAD, 2 FEET NORTHEAST OF THE SOUTH GATE POST, 1.7
 AX0494'FEET WEST OF THE REFERENCE POST.  BENCH MARK DISK SET IN TOP OF
 AX0494'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0704 ***********************************************************************
 AX0704  DESIGNATION -  E 853
 AX0704  PID         -  AX0704
 AX0704  STATE/COUNTY-  TX/JACKSON
 AX0704  USGS QUAD   -  GANADO (1981)
 AX0704
 AX0704                         *CURRENT SURVEY CONTROL
 AX0704  ___________________________________________________________________
 AX0704* NAD 83(1986)-  29 02 52.     (N)    096 31 04.     (W)     SCALED    
 AX0704* NAVD 88     -        20.77   (+/-2cm)      68.1    (feet)  VERTCON   
 AX0704  ___________________________________________________________________
 AX0704  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0704
 AX0704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0704
 AX0704.The horizontal coordinates were scaled from a topographic map and have
 AX0704.an estimated accuracy of +/- 6 seconds.
 AX0704
 AX0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0704.The vertical order pertains to the NGVD 29 superseded value.
 AX0704
 AX0704.The geoid height was determined by GEOID03.
 AX0704
 AX0704;                    North         East    Units  Estimated Accuracy
 AX0704;SPC TXSC     - 4,137,160.      841,710.      MT  (+/- 180 meters Scaled)
 AX0704
 AX0704                          SUPERSEDED SURVEY CONTROL
 AX0704
 AX0704  NGVD 29 (??/??/92)   20.78   (m)           68.2    (f) COMPUTED    2 0
 AX0704
 AX0704.Superseded values are not recommended for survey control.
 AX0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0704.See file dsdata.txt to determine how the superseded data were derived.
 AX0704
 AX0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT416158(NAD 83)
 AX0704_MARKER: DB = BENCH MARK DISK
 AX0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0704_SP_SET: BRIDGE
 AX0704_STAMPING: E 853 1943
 AX0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0704
 AX0704  HISTORY     - Date     Condition        Report By
 AX0704  HISTORY     - 1943     MONUMENTED       CGS
 AX0704  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0704  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0704
 AX0704                          STATION DESCRIPTION
 AX0704
 AX0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0704'0.9 MI NW FROM GANADO.
 AX0704'0.3 MI. S.W. ALONG THE TEXAS AND NEW ORLEANDS RAILROAD FROM THE
 AX0704'STATION AT GANADO, 0.6 MI. N ALONG THE COUNTY ROAD, AT THE N.W. EDGE
 AX0704'OF TOWN 51.4 FEET E OF POWERLINE POLE NO. 10-9, 23 FEET E OF THE
 AX0704'CENTERLINE OF THE MAIN ROAD, 15 FEET S OF THE CENTERLINE OF THE ROAD
 AX0704'LEADING E, SET IN THE W CORNER OF THE S WALL OF THE CONCRETE BRIDGE
 AX0704'UNDER THE SIDE ROAD.  NOTE-- IT IS BELIEVED THAT CONSTRUCTION ON NEW
 AX0704'U.S. HIGHWAY 59 EITHER COVERED OR DESTROYED THIS MARK.
 AX0704
 AX0704                          STATION RECOVERY (1998)
 AX0704
 AX0704'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0888 ***********************************************************************
 AX0888  DESIGNATION -  E 854
 AX0888  PID         -  AX0888
 AX0888  STATE/COUNTY-  TX/JACKSON
 AX0888  USGS QUAD   -  GANADO (1981)
 AX0888
 AX0888                         *CURRENT SURVEY CONTROL
 AX0888  ___________________________________________________________________
 AX0888* NAD 83(1986)-  29 05 59.     (N)    096 35 47.     (W)     SCALED    
 AX0888* NAVD 88     -        26.00   (+/-2cm)      85.3    (feet)  VERTCON   
 AX0888  ___________________________________________________________________
 AX0888  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0888
 AX0888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0888
 AX0888.The horizontal coordinates were scaled from a topographic map and have
 AX0888.an estimated accuracy of +/- 6 seconds.
 AX0888
 AX0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0888.The vertical order pertains to the NGVD 29 superseded value.
 AX0888
 AX0888.The geoid height was determined by GEOID03.
 AX0888
 AX0888;                    North         East    Units  Estimated Accuracy
 AX0888;SPC TXSC     - 4,142,750.      833,930.      MT  (+/- 180 meters Scaled)
 AX0888
 AX0888                          SUPERSEDED SURVEY CONTROL
 AX0888
 AX0888  NGVD 29 (??/??/92)   26.008  (m)           85.33   (f) ADJ UNCH    2 0
 AX0888
 AX0888.Superseded values are not recommended for survey control.
 AX0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0888.See file dsdata.txt to determine how the superseded data were derived.
 AX0888
 AX0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT339214(NAD 83)
 AX0888_MARKER: DB = BENCH MARK DISK
 AX0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0888_STAMPING: E 854 1943
 AX0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0888+STABILITY: SURFACE MOTION
 AX0888
 AX0888  HISTORY     - Date     Condition        Report By
 AX0888  HISTORY     - 1943     MONUMENTED       CGS
 AX0888  HISTORY     - 1972     GOOD             NGS
 AX0888
 AX0888                          STATION DESCRIPTION
 AX0888
 AX0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0888'4.55 MI SE FROM CORDELE.
 AX0888'ABOUT 1.5 MILES SOUTH ALONG FARM TO MARKET ROAD NO. 530 FROM THE
 AX0888'METHODIST CHURCH AT CORDELE, THENCE 3.05 MILES SOUTHEAST ALONG BAGBY
 AX0888'ROAD, AT THE JUNCTION OF CORDELE ROAD, IN THE EAST-WEST FENCE LINE, 93
 AX0888'FEET NORTHWEST OF AND ACROSS A DRIVEWAY FROM THE NORTHWEST CORNER OF
 AX0888'THE CONCRETE FOUNDATION OF A METAL BUILDING, 43 FEET EAST OF THE
 AX0888'EXTENDED CENTER LINE OF BAGBY ROAD, 24 FEET SOUTH OF THE CENTER LINE
 AX0888'OF CORDELE ROAD, 27 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 3.7
 AX0888'FEET EAST OF A FENCE CORNER, 1.7 FEET WEST OF A METAL WITNESS POST,
 AX0888'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AX0888'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1908 ***********************************************************************
 AX1908  DESIGNATION -  E 856
 AX1908  PID         -  AX1908
 AX1908  STATE/COUNTY-  TX/KARNES
 AX1908  USGS QUAD   -  ECLETO (1987)
 AX1908
 AX1908                         *CURRENT SURVEY CONTROL
 AX1908  ___________________________________________________________________
 AX1908* NAD 83(1986)-  29 07 12.     (N)    097 47 04.     (W)     SCALED    
 AX1908* NAVD 88     -        99.95   (+/-2cm)     327.9    (feet)  VERTCON   
 AX1908  ___________________________________________________________________
 AX1908  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AX1908
 AX1908  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1908
 AX1908.The horizontal coordinates were scaled from a topographic map and have
 AX1908.an estimated accuracy of +/- 6 seconds.
 AX1908
 AX1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1908.The vertical order pertains to the NGVD 29 superseded value.
 AX1908
 AX1908.The geoid height was determined by GEOID03.
 AX1908
 AX1908;                    North         East    Units  Estimated Accuracy
 AX1908;SPC TXSC     - 4,143,210.      718,290.      MT  (+/- 180 meters Scaled)
 AX1908
 AX1908                          SUPERSEDED SURVEY CONTROL
 AX1908
 AX1908  NGVD 29 (??/??/92)   99.910  (m)          327.79   (f) ADJ UNCH    2 0
 AX1908
 AX1908.Superseded values are not recommended for survey control.
 AX1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1908.See file dsdata.txt to determine how the superseded data were derived.
 AX1908
 AX1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT182218(NAD 83)
 AX1908_MARKER: DB = BENCH MARK DISK
 AX1908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1908_SP_SET: CULVERT
 AX1908_STAMPING: E 856 1943
 AX1908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1908
 AX1908  HISTORY     - Date     Condition        Report By
 AX1908  HISTORY     - 1943     MONUMENTED       CGS
 AX1908  HISTORY     - 20050405 GOOD             USPSQD
 AX1908
 AX1908                          STATION DESCRIPTION
 AX1908
 AX1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1908'0.6 MI S FROM GILLETT.
 AX1908'TO REACH FROM THE FOUR CORNERS AT GILLETT, PROCEED 0.6 MILE SOUTHERLY
 AX1908'ALONG STATE HIGHWAY NO. 80 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1908'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH END OF
 AX1908'THE EAST HEADWALL OF A 9X18 FOOT DOUBLE CONCRETE BOX CULVERT UNDER THE
 AX1908'HIGHWAY.  IT IS 14.6 FEET EAST OF AND ABOUT 0.5 FOOT ABOVE THE
 AX1908'CENTERLINE OF THE HIGHWAY.
 AX1908
 AX1908                          STATION RECOVERY (2005)
 AX1908
 AX1908'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AX1908'SET WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1909 ***********************************************************************
 AX1909  DESIGNATION -  E 856 RESET 1971
 AX1909  PID         -  AX1909
 AX1909  STATE/COUNTY-  TX/KARNES
 AX1909  USGS QUAD   -  ECLETO (1987)
 AX1909
 AX1909                         *CURRENT SURVEY CONTROL
 AX1909  ___________________________________________________________________
 AX1909* NAD 83(1986)-  29 07 12.     (N)    097 47 04.     (W)     SCALED    
 AX1909* NAVD 88     -        99.45   (+/-2cm)     326.3    (feet)  VERTCON   
 AX1909  ___________________________________________________________________
 AX1909  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AX1909
 AX1909  VERT ORDER  -  THIRD (See Below)
 AX1909
 AX1909.The horizontal coordinates were scaled from a topographic map and have
 AX1909.an estimated accuracy of +/- 6 seconds.
 AX1909
 AX1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1909.The vertical order pertains to the NGVD 29 superseded value.
 AX1909
 AX1909.The geoid height was determined by GEOID03.
 AX1909
 AX1909;                    North         East    Units  Estimated Accuracy
 AX1909;SPC TXSC     - 4,143,210.      718,290.      MT  (+/- 180 meters Scaled)
 AX1909
 AX1909                          SUPERSEDED SURVEY CONTROL
 AX1909
 AX1909  NGVD 29 (01/29/03)   99.41   (m)          326.1    (f) RESET       3  
 AX1909
 AX1909.Superseded values are not recommended for survey control.
 AX1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1909.See file dsdata.txt to determine how the superseded data were derived.
 AX1909
 AX1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT182218(NAD 83)
 AX1909_MARKER: DB = BENCH MARK DISK
 AX1909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1909_SP_SET: CULVERT
 AX1909_STAMPING: E 856 RESET 1971
 AX1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1909+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AX1909
 AX1909  HISTORY     - Date     Condition        Report By
 AX1909  HISTORY     - 1971     MONUMENTED       TXHD
 AX1909  HISTORY     - 1972     GOOD             TXHD
 AX1909  HISTORY     - 20040917 GOOD             USPSQD
 AX1909
 AX1909                          STATION DESCRIPTION
 AX1909
 AX1909'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1909'0.8 MI S FROM GILLETT.
 AX1909'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 80 FROM THE INTERSECTION OF
 AX1909'STATE HIGHWAY 119 IN GILLETT, KARNES COUNTY, IN THE TOP OF THE EAST
 AX1909'HEADWALL OF AN 8- BY 8- FOOT DOUBLE CONCRETE BOX CULVERT.
 AX1909
 AX1909                          STATION RECOVERY (2004)
 AX1909
 AX1909'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AX1909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1688 ***********************************************************************
 AN1688  DESIGNATION -  E 858
 AN1688  PID         -  AN1688
 AN1688  STATE/COUNTY-  TX/DE WITT
 AN1688  USGS QUAD   -  YORKTOWN WEST (1987)
 AN1688
 AN1688                         *CURRENT SURVEY CONTROL
 AN1688  ___________________________________________________________________
 AN1688* NAD 83(1986)-  28 59 27.     (N)    097 30 18.     (W)     SCALED    
 AN1688* NAVD 88     -        84.89   (+/-2cm)     278.5    (feet)  VERTCON   
 AN1688  ___________________________________________________________________
 AN1688  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1688
 AN1688  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1688
 AN1688.The horizontal coordinates were scaled from a topographic map and have
 AN1688.an estimated accuracy of +/- 6 seconds.
 AN1688
 AN1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1688.The vertical order pertains to the NGVD 29 superseded value.
 AN1688
 AN1688.The geoid height was determined by GEOID03.
 AN1688
 AN1688;                    North         East    Units  Estimated Accuracy
 AN1688;SPC TXSC     - 4,129,210.      745,660.      MT  (+/- 180 meters Scaled)
 AN1688
 AN1688                          SUPERSEDED SURVEY CONTROL
 AN1688
 AN1688  NGVD 29 (??/??/92)   84.890  (m)          278.51   (f) ADJ UNCH    2 0
 AN1688
 AN1688.Superseded values are not recommended for survey control.
 AN1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1688.See file dsdata.txt to determine how the superseded data were derived.
 AN1688
 AN1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT456078(NAD 83)
 AN1688_MARKER: DB = BENCH MARK DISK
 AN1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1688_STAMPING: E 858 1943
 AN1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1688+STABILITY: SURFACE MOTION
 AN1688
 AN1688  HISTORY     - Date     Condition        Report By
 AN1688  HISTORY     - 1943     MONUMENTED       CGS
 AN1688  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN1688
 AN1688                          STATION DESCRIPTION
 AN1688
 AN1688'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1688'0.7 MI N FROM YORKTOWN.
 AN1688'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 119 FROM THE FIRST NATIONAL
 AN1688'BANK AT YORKTOWN, DEWITT COUNTY, 81.8 FEET EAST-NORTHEAST OF A LARGE
 AN1688'CONCRETE COTTON-GIN ENGINE FOUNDATION, 36 FEET SOUTHWEST OF THE
 AN1688'CENTERLINE OF THE HIGHWAY, 20 FEET NORTHWEST OF A POWER-TRANSMISSION
 AN1688'LINE POLE, 3.2 FEET NORTH-NORTHWEST OF A WHITE WOODEN WITNESS POST,
 AN1688'AND ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 AN1688'POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2457 ***********************************************************************
 AX2457  DESIGNATION -  E 859
 AX2457  PID         -  AX2457
 AX2457  STATE/COUNTY-  TX/DE WITT
 AX2457  USGS QUAD   -  GARFIELD (1987)
 AX2457
 AX2457                         *CURRENT SURVEY CONTROL
 AX2457  ___________________________________________________________________
 AX2457* NAD 83(1986)-  29 01 06.     (N)    097 40 11.     (W)     SCALED    
 AX2457* NAVD 88     -       134.35   (+/-2cm)     440.8    (feet)  VERTCON   
 AX2457  ___________________________________________________________________
 AX2457  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AX2457
 AX2457  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2457
 AX2457.The horizontal coordinates were scaled from a topographic map and have
 AX2457.an estimated accuracy of +/- 6 seconds.
 AX2457
 AX2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2457.The vertical order pertains to the NGVD 29 superseded value.
 AX2457
 AX2457.The geoid height was determined by GEOID03.
 AX2457
 AX2457;                    North         East    Units  Estimated Accuracy
 AX2457;SPC TXSC     - 4,132,070.      729,580.      MT  (+/- 180 meters Scaled)
 AX2457
 AX2457                          SUPERSEDED SURVEY CONTROL
 AX2457
 AX2457  NGVD 29 (??/??/92)  134.321  (m)          440.68   (f) ADJ UNCH    2 0
 AX2457
 AX2457.Superseded values are not recommended for survey control.
 AX2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2457.See file dsdata.txt to determine how the superseded data were derived.
 AX2457
 AX2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT295107(NAD 83)
 AX2457_MARKER: DB = BENCH MARK DISK
 AX2457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2457_SP_SET: CULVERT
 AX2457_STAMPING: E 859 1943
 AX2457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2457
 AX2457  HISTORY     - Date     Condition        Report By
 AX2457  HISTORY     - 1943     MONUMENTED       CGS
 AX2457
 AX2457                          STATION DESCRIPTION
 AX2457
 AX2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2457'6.7 MI S FROM DAVY.
 AX2457'TO REACH FROM THE ONLY COTTON GIN AT DAVY, PROCEED 0.25 MILE WESTERLY
 AX2457'ALONG A GRAVEL ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING SOUTH,
 AX2457'THENCE 6.45 MILES SOUTHERLY ALONG A DIRT ROAD TO A CONCRETE CULVERT
 AX2457'AND SITE OF BENCH MARK.  BENCHH MARK IS SET HORIZONTALLY IN THE TOP OF
 AX2457'THE SOUTH END OF THE WEST HEADWALL OF A 2X3 FOOT CONCRETE BOX CULVERT
 AX2457'UNDER THE ROAD.  IT IS 11.8 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AX2457'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2458 ***********************************************************************
 AX2458  DESIGNATION -  E 859 RESET 1963
 AX2458  PID         -  AX2458
 AX2458  STATE/COUNTY-  TX/DE WITT
 AX2458  USGS QUAD   -  GARFIELD (1987)
 AX2458
 AX2458                         *CURRENT SURVEY CONTROL
 AX2458  ___________________________________________________________________
 AX2458* NAD 83(1986)-  29 01 06.     (N)    097 40 11.     (W)     SCALED    
 AX2458* NAVD 88     -       134.11   (+/-2cm)     440.0    (feet)  VERTCON   
 AX2458  ___________________________________________________________________
 AX2458  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AX2458
 AX2458  VERT ORDER  -  THIRD (See Below)
 AX2458
 AX2458.The horizontal coordinates were scaled from a topographic map and have
 AX2458.an estimated accuracy of +/- 6 seconds.
 AX2458
 AX2458.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2458.The vertical order pertains to the NGVD 29 superseded value.
 AX2458
 AX2458.The geoid height was determined by GEOID03.
 AX2458
 AX2458;                    North         East    Units  Estimated Accuracy
 AX2458;SPC TXSC     - 4,132,070.      729,580.      MT  (+/- 180 meters Scaled)
 AX2458
 AX2458                          SUPERSEDED SURVEY CONTROL
 AX2458
 AX2458  NGVD 29 (01/29/03)  134.08   (m)          439.9    (f) RESET       3  
 AX2458
 AX2458.Superseded values are not recommended for survey control.
 AX2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2458.See file dsdata.txt to determine how the superseded data were derived.
 AX2458
 AX2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT295107(NAD 83)
 AX2458_MARKER: DB = BENCH MARK DISK
 AX2458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2458_SP_SET: CULVERT
 AX2458_STAMPING: E 859 RESET 1963
 AX2458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2458
 AX2458  HISTORY     - Date     Condition        Report By
 AX2458  HISTORY     - 1963     MONUMENTED       TXHD
 AX2458
 AX2458                          STATION DESCRIPTION
 AX2458
 AX2458'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1963
 AX2458'6.6 MI S FROM DAVY.
 AX2458'ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE COTTON GIN AT DAVY,
 AX2458'DE WITT COUNTY, THENCE ABOUT 4.3 MILES SOUTH ALONG A DIRT ROAD, THENCE
 AX2458'ABOUT 2.1 MILES SOUTH ALONG F. M. HIGHWAY 2656, IN THE TOP OF THE
 AX2458'SOUTH END OF THE WEST HEADWALL OF A 2-30 IN PIPE CULVERT, 16 FEET WEST
 AX2458'OF THE CENTERLINE OF THE ROAD, A STANDARD DISK, STAMPED E 859 RESET
 AX2458'1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1350 ***********************************************************************
 BY1350  DESIGNATION -  E 86
 BY1350  PID         -  BY1350
 BY1350  STATE/COUNTY-  TX/HOUSTON
 BY1350  USGS QUAD   -  GRAPELAND (1951)
 BY1350
 BY1350                         *CURRENT SURVEY CONTROL
 BY1350  ___________________________________________________________________
 BY1350* NAD 83(1986)-  31 29 29.     (N)    095 28 44.     (W)     SCALED    
 BY1350* NAVD 88     -       146.76   (+/-2cm)     481.5    (feet)  VERTCON   
 BY1350  ___________________________________________________________________
 BY1350  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BY1350
 BY1350  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1350
 BY1350.The horizontal coordinates were scaled from a topographic map and have
 BY1350.an estimated accuracy of +/- 6 seconds.
 BY1350
 BY1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1350.The vertical order pertains to the NGVD 29 superseded value.
 BY1350
 BY1350.The geoid height was determined by GEOID03.
 BY1350
 BY1350;                    North         East    Units  Estimated Accuracy
 BY1350;SPC TX C     - 3,212,340.    1,161,040.      MT  (+/- 180 meters Scaled)
 BY1350
 BY1350                          SUPERSEDED SURVEY CONTROL
 BY1350
 BY1350  NGVD 29 (??/??/92)  146.754  (m)          481.48   (f) ADJ UNCH    1 2
 BY1350
 BY1350.Superseded values are not recommended for survey control.
 BY1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1350.See file dsdata.txt to determine how the superseded data were derived.
 BY1350
 BY1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ645867(NAD 83)
 BY1350_MARKER: DB = BENCH MARK DISK
 BY1350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1350_SP_SET: STONE BASE
 BY1350_STAMPING: 481.531 E 86 1932
 BY1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1350
 BY1350  HISTORY     - Date     Condition        Report By
 BY1350  HISTORY     - 1932     MONUMENTED       CGS
 BY1350  HISTORY     - 1947     GOOD             NGS
 BY1350  HISTORY     - 1960     MARK NOT FOUND   NGS
 BY1350
 BY1350                          STATION DESCRIPTION
 BY1350
 BY1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1350'IN GRAPELAND.
 BY1350'AT GRAPELAND, 15 RAILS NORTH OF THE INTERNATIONAL-GREAT NORTHERN
 BY1350'RAILROAD STATION, 4 RAILS NORTH OF ROAD CROSSING, 25 FEET EAST OF THE
 BY1350'TRACK, AT A WATER TANK, IN THE WEST CORNER OF THE NORTH FACE OF THE
 BY1350'OCTAGONAL STONE BASE AND 3 1/2 FEET ABOVE THE GROUND.  A STANDARD
 BY1350'DISK, STAMPED 481.531 E 86 1932 AND SET VERTICALLY.
 BY1350
 BY1350                          STATION RECOVERY (1960)
 BY1350
 BY1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY1350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0736 ***********************************************************************
 AX0736  DESIGNATION -  E 860
 AX0736  PID         -  AX0736
 AX0736  STATE/COUNTY-  TX/LAVACA
 AX0736  USGS QUAD   -  SPEAKS (1981)
 AX0736
 AX0736                         *CURRENT SURVEY CONTROL
 AX0736  ___________________________________________________________________
 AX0736* NAD 83(1986)-  29 20 01.     (N)    096 38 45.     (W)     SCALED    
 AX0736* NAVD 88     -        51.52   (+/-2cm)     169.0    (feet)  VERTCON   
 AX0736  ___________________________________________________________________
 AX0736  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0736
 AX0736  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0736
 AX0736.The horizontal coordinates were scaled from a topographic map and have
 AX0736.an estimated accuracy of +/- 6 seconds.
 AX0736
 AX0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0736.The vertical order pertains to the NGVD 29 superseded value.
 AX0736
 AX0736.The geoid height was determined by GEOID03.
 AX0736
 AX0736;                    North         East    Units  Estimated Accuracy
 AX0736;SPC TXSC     - 4,168,570.      828,600.      MT  (+/- 180 meters Scaled)
 AX0736
 AX0736                          SUPERSEDED SURVEY CONTROL
 AX0736
 AX0736  NGVD 29 (??/??/92)   51.515  (m)          169.01   (f) ADJ UNCH    2 0
 AX0736
 AX0736.Superseded values are not recommended for survey control.
 AX0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0736.See file dsdata.txt to determine how the superseded data were derived.
 AX0736
 AX0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT285472(NAD 83)
 AX0736_MARKER: DB = BENCH MARK DISK
 AX0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0736_STAMPING: E 860 1943
 AX0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0736+STABILITY: SURFACE MOTION
 AX0736
 AX0736  HISTORY     - Date     Condition        Report By
 AX0736  HISTORY     - 1943     MONUMENTED       CGS
 AX0736  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX0736  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0736
 AX0736                          STATION DESCRIPTION
 AX0736
 AX0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0736'4 4 MI N FROM PROVIDENT CITY.
 AX0736'4.4 MI.N.ALONG THE PRAIRIE TRAIL FROM THE P.O.AT PROVIDENT CITY, NEAR
 AX0736'A FENCE CORNER, IN LINE WITH THE FENCE LEADING E.AND W.,26 FEET E.OF
 AX0736'THE CORNER FENCE POST, 20 FEET W.OF THE CENTERLINE OF THE TRAIL, 1.5
 AX0736'FEET N.OF REFERENCE POST.  PROJECTS 014 FOOT.
 AX0736
 AX0736                          STATION RECOVERY (1964)
 AX0736
 AX0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX0736'SEARCHED FOR BUT NOT FOUND, PROBABLY DESTROYED, ENTIRE AREA UNDER
 AX0736'CULTIVATION
 AX0736
 AX0736                          STATION RECOVERY (1997)
 AX0736
 AX0736'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1420 ***********************************************************************
 AN1420  DESIGNATION -  E 861 RESET 1974
 AN1420  PID         -  AN1420
 AN1420  STATE/COUNTY-  TX/GOLIAD
 AN1420  USGS QUAD   -  BLANCONIA (1979)
 AN1420
 AN1420                         *CURRENT SURVEY CONTROL
 AN1420  ___________________________________________________________________
 AN1420* NAD 83(1986)-  28 28 10.     (N)    097 24 37.     (W)     SCALED    
 AN1420* NAVD 88     -        31.52   (+/-2cm)     103.4    (feet)  VERTCON   
 AN1420  ___________________________________________________________________
 AN1420  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1420
 AN1420  VERT ORDER  -  THIRD (See Below)
 AN1420
 AN1420.The horizontal coordinates were scaled from a topographic map and have
 AN1420.an estimated accuracy of +/- 6 seconds.
 AN1420
 AN1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1420.The vertical order pertains to the NGVD 29 superseded value.
 AN1420
 AN1420.The geoid height was determined by GEOID03.
 AN1420
 AN1420;                    North         East    Units  Estimated Accuracy
 AN1420;SPC TXSC     - 4,071,560.      755,680.      MT  (+/- 180 meters Scaled)
 AN1420
 AN1420                          SUPERSEDED SURVEY CONTROL
 AN1420
 AN1420  NGVD 29 (01/29/03)   31.61   (m)          103.7    (f) RESET       3  
 AN1420
 AN1420.Superseded values are not recommended for survey control.
 AN1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1420.See file dsdata.txt to determine how the superseded data were derived.
 AN1420
 AN1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS556502(NAD 83)
 AN1420_MARKER: DB = BENCH MARK DISK
 AN1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1420_STAMPING: E 861 RESET 1974
 AN1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1420+STABILITY: SURFACE MOTION
 AN1420
 AN1420  HISTORY     - Date     Condition        Report By
 AN1420  HISTORY     - 1974     MONUMENTED       TXHD
 AN1420  HISTORY     - 1974     GOOD             NGS
 AN1420
 AN1420                          STATION DESCRIPTION
 AN1420
 AN1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AN1420'4.9 MI N FROM BLANCONIA.
 AN1420'IN GOLIAD COUNTY, 4.9 MILES NORTH ALONG F.M. HWY.  2441 FROM THE
 AN1420'CATHOLIC CHURCH AT BLANCONIA, BEE COUNTY, 52 FEET EAST OF ENGINEERS
 AN1420'CENTERLINE STA. 659+90 OF SAID F.M. HWY., 6.5 FEET SOUTH OF A GATE
 AN1420'POST, 1.5 FEET EAST OF EAST RIGHT OF WAY FENCE, 1.2 FEET SOUTH OF A
 AN1420'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 861 RESET 1974
 AN1420'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AN1420'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0921 ***********************************************************************
 AN0921  DESIGNATION -  E 862 RESET 1969
 AN0921  PID         -  AN0921
 AN0921  STATE/COUNTY-  TX/GOLIAD
 AN0921  USGS QUAD   -  LIVE OAK LAKE (1987)
 AN0921
 AN0921                         *CURRENT SURVEY CONTROL
 AN0921  ___________________________________________________________________
 AN0921* NAD 83(1986)-  28 35 35.     (N)    097 15 04.     (W)     SCALED    
 AN0921* NAVD 88     -        42.03   (+/-2cm)     137.9    (feet)  VERTCON   
 AN0921  ___________________________________________________________________
 AN0921  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0921
 AN0921  VERT ORDER  -  THIRD (See Below)
 AN0921
 AN0921.The horizontal coordinates were scaled from a topographic map and have
 AN0921.an estimated accuracy of +/- 6 seconds.
 AN0921
 AN0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0921.The vertical order pertains to the NGVD 29 superseded value.
 AN0921
 AN0921.The geoid height was determined by GEOID03.
 AN0921
 AN0921;                    North         East    Units  Estimated Accuracy
 AN0921;SPC TXSC     - 4,085,480.      771,060.      MT  (+/- 180 meters Scaled)
 AN0921
 AN0921                          SUPERSEDED SURVEY CONTROL
 AN0921
 AN0921  NGVD 29 (01/29/03)   42.13   (m)          138.2    (f) RESET       3  
 AN0921
 AN0921.Superseded values are not recommended for survey control.
 AN0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0921.See file dsdata.txt to determine how the superseded data were derived.
 AN0921
 AN0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS710641(NAD 83)
 AN0921_MARKER: DB = BENCH MARK DISK
 AN0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0921_STAMPING: E 862 RESET 1969
 AN0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0921+STABILITY: SURFACE MOTION
 AN0921
 AN0921  HISTORY     - Date     Condition        Report By
 AN0921  HISTORY     - 1969     MONUMENTED       CGS
 AN0921  HISTORY     - 1990     GOOD             USPSQD
 AN0921
 AN0921                          STATION DESCRIPTION
 AN0921
 AN0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AN0921'11.1 MI SE FROM GOLIAD.
 AN0921'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAY 183 AND ALT. 77 FROM THE
 AN0921'JUNCTION OF U.S. HIGHWAYS 183, ALT. 77 AND 59 IN GOLIAD, THENCE 8.75
 AN0921'MILES EAST ALONG STATE HIGHWAY 239 TO SITE OF BENCH MARK.  ABOUT 0.5
 AN0921'MILE WEST OF A NORTH-SOUTH FENCE, 61 FEET NORTH OF CENTER LINE OF
 AN0921'ROAD, 1.5 FEET NORTHEAST OF METAL WITNESS POST, 1 FOOT NORTH OF
 AN0921'RIGHT-OF-WAY FENCE, AND AT HIGHWAY DEPARTMENT STATION 523 + 29.  A C
 AN0921'AND GS BENCH MARK DISK SET IN A 10 X 10 INCH CONCRETE POST WHICH
 AN0921'PROJECTS 3 INCHES ABOVE GROUND.
 AN0921
 AN0921                          STATION RECOVERY (1990)
 AN0921
 AN0921'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0901 ***********************************************************************
 AN0901  DESIGNATION -  E 863
 AN0901  PID         -  AN0901
 AN0901  STATE/COUNTY-  TX/VICTORIA
 AN0901  USGS QUAD   -  MC FADDIN (1987)
 AN0901
 AN0901                         *CURRENT SURVEY CONTROL
 AN0901  ___________________________________________________________________
 AN0901* NAD 83(1986)-  28 33 14.     (N)    097 04 49.     (W)     SCALED    
 AN0901* NAVD 88     -        26.91   (+/-2cm)      88.3    (feet)  VERTCON   
 AN0901  ___________________________________________________________________
 AN0901  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0901
 AN0901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0901
 AN0901.The horizontal coordinates were scaled from a topographic map and have
 AN0901.an estimated accuracy of +/- 6 seconds.
 AN0901
 AN0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0901.The vertical order pertains to the NGVD 29 superseded value.
 AN0901
 AN0901.The geoid height was determined by GEOID03.
 AN0901
 AN0901;                    North         East    Units  Estimated Accuracy
 AN0901;SPC TXSC     - 4,081,400.      787,840.      MT  (+/- 180 meters Scaled)
 AN0901
 AN0901                          SUPERSEDED SURVEY CONTROL
 AN0901
 AN0901  NGVD 29 (??/??/92)   27.041  (m)           88.72   (f) ADJ UNCH    2 0
 AN0901
 AN0901.Superseded values are not recommended for survey control.
 AN0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0901.See file dsdata.txt to determine how the superseded data were derived.
 AN0901
 AN0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS877600(NAD 83)
 AN0901_MARKER: DB = BENCH MARK DISK
 AN0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0901_STAMPING: E 863 1943
 AN0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0901+STABILITY: SURFACE MOTION
 AN0901
 AN0901  HISTORY     - Date     Condition        Report By
 AN0901  HISTORY     - 1943     MONUMENTED       CGS
 AN0901
 AN0901                          STATION DESCRIPTION
 AN0901
 AN0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0901'4.3 MI NW FROM MCFADDIN.
 AN0901'4.3 MILES NORTHWEST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 AN0901'MCFADDIN, VICTORIA COUNTY, ACROSS THE ROAD FROM A SMALL WHITE
 AN0901'FARMHOUSE, NEAR A CATTLE GUARD, 34 FEET SOUTH OF THE CENTERLINE OF THE
 AN0901'ROAD, 8.2 FEET WEST OF A FENCE CORNER, 1.3 FEET NORTH OF THE FENCE,
 AN0901'AND 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AN0901'STAMPED E 863 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0901'0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1569 ***********************************************************************
 AN1569  DESIGNATION -  E 864 RESET 1955
 AN1569  PID         -  AN1569
 AN1569  STATE/COUNTY-  TX/BEE
 AN1569  USGS QUAD   -  BULLSHEAD CREEK (1979)
 AN1569
 AN1569                         *CURRENT SURVEY CONTROL
 AN1569  ___________________________________________________________________
 AN1569* NAD 83(1986)-  28 14 26.     (N)    097 41 21.     (W)     SCALED    
 AN1569* NAVD 88     -        47.504  (meters)     155.85   (feet)  ADJUSTED  
 AN1569  ___________________________________________________________________
 AN1569  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN1569  DYNAMIC HT  -          47.432 (meters)     155.62  (feet)  COMP
 AN1569  MODELED GRAV-     979,141.1   (mgal)                       NAVD 88
 AN1569
 AN1569  VERT ORDER  -  FIRST     CLASS II
 AN1569
 AN1569.The horizontal coordinates were scaled from a topographic map and have
 AN1569.an estimated accuracy of +/- 6 seconds.
 AN1569
 AN1569.The orthometric height was determined by differential leveling
 AN1569.and adjusted by the National Geodetic Survey in June 1991..
 AN1569
 AN1569.The geoid height was determined by GEOID03.
 AN1569
 AN1569.The dynamic height is computed by dividing the NAVD 88
 AN1569.geopotential number by the normal gravity value computed on the
 AN1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1569.degrees latitude (g = 980.6199 gals.).
 AN1569
 AN1569.The modeled gravity was interpolated from observed gravity values.
 AN1569
 AN1569;                    North         East    Units  Estimated Accuracy
 AN1569;SPC TXSC     - 4,045,860.      728,650.      MT  (+/- 180 meters Scaled)
 AN1569
 AN1569                          SUPERSEDED SURVEY CONTROL
 AN1569
 AN1569.No superseded survey control is available for this station.
 AN1569
 AN1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS286245(NAD 83)
 AN1569_MARKER: DB = BENCH MARK DISK
 AN1569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1569_SP_SET: BRIDGE
 AN1569_STAMPING: E 864 1943 RESET 1955
 AN1569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1569
 AN1569  HISTORY     - Date     Condition        Report By
 AN1569  HISTORY     - 1955     MONUMENTED       TXHD
 AN1569  HISTORY     - 1974     GOOD             USGS
 AN1569  HISTORY     - 1981     GOOD             NGS
 AN1569
 AN1569                          STATION DESCRIPTION
 AN1569
 AN1569'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN1569'1.0 MI S FROM SKIDMORE.
 AN1569'1.0 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1569'STATION AT SKIDMORE, BEE COUNTY, AT MILEPOST 1, ON STATE HIGHWAY 359,
 AN1569'103 FEET WEST OF THE TRACK, AT A HIGHWAY BRIDGE, IN THE NORTH CORNER
 AN1569'OF THE WEST HEAD WALL, 2 FEET SOUTH OF THE NORTH END, 22.3 FEET WEST
 AN1569'OF THE CENTER LINE OF THE HIGHWAY, AND 0.7 FOOT HIGHER THAN THE
 AN1569'HIGHWAY.  A STANDARD DISK, STAMPED E 864 1943 RESET 1955.
 AN1569
 AN1569                          STATION RECOVERY (1974)
 AN1569
 AN1569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1569'RECOVERED IN GOOD CONDITION.
 AN1569
 AN1569                          STATION RECOVERY (1981)
 AN1569
 AN1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1569'1.1 KM (0.7 MI) SOUTHWEST ALONG STATE HIGHWAY 359 FROM THE JUNCTION OF
 AN1569'U.S. HIGHWAY 181 IN SKIDMORE, 0.2 METER (0.8 FT) SOUTHEAST OF THE
 AN1569'NORTHWEST CORNER OF THE NORTHWEST HEADWALL OF A THREE CHANNEL CONCRETE
 AN1569'BOX CULVERT UNDER THE HIGHWAY, 6.8 METERS (22.5 FT) NORTHWEST OF THE
 AN1569'CENTERLINE OF THE HIGHWAY, 7.6 METERS (25.0 FT) SOUTHEAST OF THE
 AN1569'RIGHT-OF-WAY FENCE.
 AN1569'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2015 ***********************************************************************
 AW2015  DESIGNATION -  E 865
 AW2015  PID         -  AW2015
 AW2015  STATE/COUNTY-  TX/BRAZORIA
 AW2015  USGS QUAD   -  ALGOA (1974)
 AW2015
 AW2015                         *CURRENT SURVEY CONTROL
 AW2015  ___________________________________________________________________
 AW2015* NAD 83(1986)-  29 25 35.     (N)    095 14 56.     (W)     SCALED    
 AW2015* NAVD 88     -        13.105  (meters)      43.00   (feet)  ADJUSTED  
 AW2015  ___________________________________________________________________
 AW2015  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW2015  DYNAMIC HT  -          13.087 (meters)      42.94  (feet)  COMP
 AW2015  MODELED GRAV-     979,266.0   (mgal)                       NAVD 88
 AW2015
 AW2015  VERT ORDER  -  FIRST     CLASS II
 AW2015
 AW2015.The horizontal coordinates were scaled from a topographic map and have
 AW2015.an estimated accuracy of +/- 6 seconds.
 AW2015
 AW2015.The orthometric height was determined by differential leveling
 AW2015.and adjusted by the National Geodetic Survey in June 1991..
 AW2015
 AW2015.The geoid height was determined by GEOID03.
 AW2015
 AW2015.The dynamic height is computed by dividing the NAVD 88
 AW2015.geopotential number by the normal gravity value computed on the
 AW2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2015.degrees latitude (g = 980.6199 gals.).
 AW2015
 AW2015.The modeled gravity was interpolated from observed gravity values.
 AW2015
 AW2015;                    North         East    Units  Estimated Accuracy
 AW2015;SPC TXSC     - 4,182,390.      963,880.      MT  (+/- 180 meters Scaled)
 AW2015
 AW2015                          SUPERSEDED SURVEY CONTROL
 AW2015
 AW2015  NGVD 29 (12/23/87)   13.102  (m)           42.99   (f) ADJUSTED    1 2
 AW2015
 AW2015.Superseded values are not recommended for survey control.
 AW2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2015.See file dsdata.txt to determine how the superseded data were derived.
 AW2015
 AW2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN818573(NAD 83)
 AW2015_MARKER: DB = BENCH MARK DISK
 AW2015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2015_SP_SET: HEADWALL
 AW2015_STAMPING: E 865 1943
 AW2015_MARK LOGO: CGS   
 AW2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2015+STABILITY: SURFACE MOTION
 AW2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2015+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW2015
 AW2015  HISTORY     - Date     Condition        Report By
 AW2015  HISTORY     - 1943     MONUMENTED       CGS
 AW2015  HISTORY     - 1964     GOOD             NGS
 AW2015  HISTORY     - 1978     GOOD             NGS
 AW2015  HISTORY     - 1987     GOOD             NGS
 AW2015  HISTORY     - 1989     POOR             USPSQD
 AW2015  HISTORY     - 1990     GOOD             USPSQD
 AW2015  HISTORY     - 20041021 GOOD             USPSQD
 AW2015  HISTORY     - 20051009 GOOD             USPSQD
 AW2015
 AW2015                          STATION DESCRIPTION
 AW2015
 AW2015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2015'0.4 MI W FROM ALVIN.
 AW2015'0.4 MILE WEST ALONG THE GULF, COLORADO, AND SANTA FE RAILROAD FROM THE
 AW2015'STATION AT ALVIN, ABOUT 70 YARDS WEST OF 3 GULF OIL COMPANY STORAGE
 AW2015'TANKS, 95 FEET EAST OF MILEPOST 29, 41 FEET SOUTH OF THE SOUTH RAIL OF
 AW2015'THE MAIN TRACK, 30 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE
 AW2015'TRACK, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL
 AW2015'OF A 6 X 10 FOOT CONCRETE CULVERT, AND ABOUT 3 FEET BELOW THE LEVEL OF
 AW2015'THE TRACK.
 AW2015
 AW2015                          STATION RECOVERY (1978)
 AW2015
 AW2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2015'RECOVERED IN GOOD CONDITION.
 AW2015
 AW2015                          STATION RECOVERY (1987)
 AW2015
 AW2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2015'RECOVERED IN GOOD CONDITION, AS DESCRIBED--ADD ALSO 0.48 KM (0.3 MI)
 AW2015'NORTHWEST ALONG WEST WILLIS STREET FROM THE JUNCTION OF STATE HIGHWAY
 AW2015'409 (GORDON STREET) IN ALVIN, THENCE 0.16 KM (0.1 MI) NORTH ALONG
 AW2015'NORTH LEE STREET TO THE ATCHINSON, TOPEKA AND SANTA FE RAILROAD.
 AW2015'NOTE-- LETTER (E) AND NUMBER (6) IN THE STAMPING HAVE BEEN DENTED AND
 AW2015'ARE NOT LEGIBLE.
 AW2015
 AW2015                          STATION RECOVERY (1989)
 AW2015
 AW2015'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW2015'MARK RECOVERED IN POOR CONDITION.
 AW2015
 AW2015                          STATION RECOVERY (1990)
 AW2015
 AW2015'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW2015'RECOVERED IN GOOD CONDITION.
 AW2015
 AW2015                          STATION RECOVERY (2004)
 AW2015
 AW2015'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2015'RECOVERED IN GOOD CONDITION.
 AW2015
 AW2015                          STATION RECOVERY (2005)
 AW2015
 AW2015'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW2015'DESCRIPTION IS STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0828 ***********************************************************************
 AX0828  DESIGNATION -  E 866
 AX0828  PID         -  AX0828
 AX0828  STATE/COUNTY-  TX/LAVACA
 AX0828  USGS QUAD   -  EZZELL (1981)
 AX0828
 AX0828                         *CURRENT SURVEY CONTROL
 AX0828  ___________________________________________________________________
 AX0828* NAD 83(1986)-  29 18 41.     (N)    096 59 37.     (W)     SCALED    
 AX0828* NAVD 88     -        71.22   (+/-2cm)     233.7    (feet)  VERTCON   
 AX0828  ___________________________________________________________________
 AX0828  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0828
 AX0828  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0828
 AX0828.The horizontal coordinates were scaled from a topographic map and have
 AX0828.an estimated accuracy of +/- 6 seconds.
 AX0828
 AX0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0828.The vertical order pertains to the NGVD 29 superseded value.
 AX0828
 AX0828.The geoid height was determined by GEOID03.
 AX0828
 AX0828;                    North         East    Units  Estimated Accuracy
 AX0828;SPC TXSC     - 4,165,480.      794,880.      MT  (+/- 180 meters Scaled)
 AX0828
 AX0828                          SUPERSEDED SURVEY CONTROL
 AX0828
 AX0828  NGVD 29 (??/??/92)   71.221  (m)          233.66   (f) ADJ UNCH    2 0
 AX0828
 AX0828.Superseded values are not recommended for survey control.
 AX0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0828.See file dsdata.txt to determine how the superseded data were derived.
 AX0828
 AX0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT948441(NAD 83)
 AX0828_MARKER: DB = BENCH MARK DISK
 AX0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0828_STAMPING: E 866 1943
 AX0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0828+STABILITY: SURFACE MOTION
 AX0828
 AX0828  HISTORY     - Date     Condition        Report By
 AX0828  HISTORY     - 1943     MONUMENTED       CGS
 AX0828  HISTORY     - 19970607 GOOD             USPSQD
 AX0828
 AX0828                          STATION DESCRIPTION
 AX0828
 AX0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0828'0.35 MI N FROM KOERTH.
 AX0828'TO REACH FROM THE CATHOLIC CHURCH AT KOERTH-- PROCEED 0.35 MILE
 AX0828'NORTHERLY ALONG THE KOERTH-MONT ROAD TO SITE OF BENCH MARK.  BENCH
 AX0828'MARK IS ABOUT 0.2 MILE NORTHEAST OF A GROCERY STORE AT KOERTH, AND
 AX0828'ABOUT 66.0 FEET NORTHEAST OF A POWER POLE.  IT IS 26.0 FEET SOUTHEAST
 AX0828'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD, 12.0 FEET
 AX0828'SOUTHWEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY LEADING TO A LARGE
 AX0828'WHITE FRAME HOUSE, 6.0 FEET SOUTHEAST OF A FENCE CORNER, 1.7 FEET
 AX0828'SOUTHWEST OF A FENCE, AND 3.0 FEET NORTHWEST OF A 4X4-INCH WOODEN
 AX0828'MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AX0828
 AX0828                          STATION RECOVERY (1997)
 AX0828
 AX0828'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0757 ***********************************************************************
 AX0757  DESIGNATION -  E 867
 AX0757  PID         -  AX0757
 AX0757  STATE/COUNTY-  TX/LAVACA
 AX0757  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0757
 AX0757                         *CURRENT SURVEY CONTROL
 AX0757  ___________________________________________________________________
 AX0757* NAD 83(1986)-  29 23 00.     (N)    096 54 16.     (W)     SCALED    
 AX0757* NAVD 88     -        60.64   (+/-2cm)     198.9    (feet)  VERTCON   
 AX0757  ___________________________________________________________________
 AX0757  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0757
 AX0757  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0757
 AX0757.The horizontal coordinates were scaled from a topographic map and have
 AX0757.an estimated accuracy of +/- 6 seconds.
 AX0757
 AX0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0757.The vertical order pertains to the NGVD 29 superseded value.
 AX0757
 AX0757.The geoid height was determined by GEOID03.
 AX0757
 AX0757;                    North         East    Units  Estimated Accuracy
 AX0757;SPC TXSC     - 4,173,600.      803,390.      MT  (+/- 180 meters Scaled)
 AX0757
 AX0757                          SUPERSEDED SURVEY CONTROL
 AX0757
 AX0757  NGVD 29 (??/??/92)   60.64   (m)          198.9    (f) COMPUTED    2 0
 AX0757
 AX0757.Superseded values are not recommended for survey control.
 AX0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0757.See file dsdata.txt to determine how the superseded data were derived.
 AX0757
 AX0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT033522(NAD 83)
 AX0757_MARKER: DB = BENCH MARK DISK
 AX0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0757_STAMPING: E 867 1943
 AX0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0757+STABILITY: SURFACE MOTION
 AX0757
 AX0757  HISTORY     - Date     Condition        Report By
 AX0757  HISTORY     - 1943     MONUMENTED       CGS
 AX0757
 AX0757                          STATION DESCRIPTION
 AX0757
 AX0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0757'5.15 MI SE FROM HALLETTSVILLE.
 AX0757'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0757'STATION AT HALLETTSVILLE-- PROCEED 5.15 MILES SOUTHEASTERLY ALONG THE
 AX0757'HALLETTSVILLE-EZZELL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AX0757'0.25 MILE NORTH OF A FARM HOUSE ON THE EAST SIDE OF ROAD, AND ABOUT
 AX0757'69.0 FEET NORTH OF A 10-INCH OAK TREE.  IT IS 42.0 FEET NORTHEAST OF
 AX0757'THE EAST END OF A SMALL WOODEN CULVERT, 25.0 FEET EAST OF AND ABOUT
 AX0757'THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 1.0 FOOT WEST OF THE
 AX0757'RIGHT-OF-WAY FENCE, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.
 AX0757'MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0758 ***********************************************************************
 AX0758  DESIGNATION -  E 867 RESET 1961
 AX0758  PID         -  AX0758
 AX0758  STATE/COUNTY-  TX/LAVACA
 AX0758  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0758
 AX0758                         *CURRENT SURVEY CONTROL
 AX0758  ___________________________________________________________________
 AX0758* NAD 83(1986)-  29 22 59.     (N)    096 54 16.     (W)     SCALED    
 AX0758* NAVD 88     -        61.28   (+/-2cm)     201.0    (feet)  VERTCON   
 AX0758  ___________________________________________________________________
 AX0758  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0758
 AX0758  VERT ORDER  -  THIRD (See Below)
 AX0758
 AX0758.The horizontal coordinates were scaled from a topographic map and have
 AX0758.an estimated accuracy of +/- 6 seconds.
 AX0758
 AX0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0758.The vertical order pertains to the NGVD 29 superseded value.
 AX0758
 AX0758.The geoid height was determined by GEOID03.
 AX0758
 AX0758;                    North         East    Units  Estimated Accuracy
 AX0758;SPC TXSC     - 4,173,570.      803,390.      MT  (+/- 180 meters Scaled)
 AX0758
 AX0758                          SUPERSEDED SURVEY CONTROL
 AX0758
 AX0758  NGVD 29 (??/??/??)   61.28   (m)          201.0    (f) RESET       3  
 AX0758
 AX0758.Superseded values are not recommended for survey control.
 AX0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0758.See file dsdata.txt to determine how the superseded data were derived.
 AX0758
 AX0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT033522(NAD 83)
 AX0758_MARKER: DB = BENCH MARK DISK
 AX0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0758_SP_SET: CULVERT
 AX0758_STAMPING: E 867 RESET 1961
 AX0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0758
 AX0758  HISTORY     - Date     Condition        Report By
 AX0758  HISTORY     - 1961     MONUMENTED       TXHD
 AX0758  HISTORY     - 19970607 GOOD             USPSQD
 AX0758
 AX0758                          STATION DESCRIPTION
 AX0758
 AX0758'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AX0758'5 MI SE FROM HALLETTSVILLE.
 AX0758'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND U.S. HIGHWAY
 AX0758'90-A, IN THE CITY OF HALLETTSVILLE-- PROCEED 0.76 MILES EAST ALONG
 AX0758'U.S. HIGHWAY 90-A (HALLETTSVILLE-EAGLE LAKE HIGHWAY) TO JUNCTION WITH
 AX0758'F.M. HIGHWAY 530.  PROCEED 1.25 MILES SOUTHEAST ALONG F.M. HIGHWAY 530
 AX0758'TO JUNCTION WITH F.M. HIGHWAY 2616.  PROCEED 3.94 MILES SOUTH ALONG
 AX0758'F.M. HIGHWAY 2616 TO SITE OF BENCH MARK.  BENCH MARK IS SET IN THE
 AX0758'CENTER OF THE EAST HEADWALL OF A 2-5X2 FT. -32 FT. CONCRETE CULVERT.
 AX0758'THIS CULVERT IS LOCATED AT ENGINEERS STATION 207 + 85 OF PROJECT R
 AX0758'2600-1-1, F.M. HIGHWAY 2616, LAVACA COUNTY, TEXAS.  NOTE-- RAILROAD
 AX0758'FACILITIES IN THIS AREAHAVE BEEN DISCONTINUED AND REMOVED AND CAN NO
 AX0758'LONGER BE USED FOR REFERENCE.
 AX0758
 AX0758                          STATION RECOVERY (1997)
 AX0758
 AX0758'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0844 ***********************************************************************
 AX0844  DESIGNATION -  E 868
 AX0844  PID         -  AX0844
 AX0844  STATE/COUNTY-  TX/LAVACA
 AX0844  USGS QUAD   -  PECK BRANCH (1981)
 AX0844
 AX0844                         *CURRENT SURVEY CONTROL
 AX0844  ___________________________________________________________________
 AX0844* NAD 83(1986)-  29 06 11.     (N)    096 58 20.     (W)     SCALED    
 AX0844* NAVD 88     -        45.17   (+/-2cm)     148.2    (feet)  VERTCON   
 AX0844  ___________________________________________________________________
 AX0844  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0844
 AX0844  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0844
 AX0844.The horizontal coordinates were scaled from a topographic map and have
 AX0844.an estimated accuracy of +/- 6 seconds.
 AX0844
 AX0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0844.The vertical order pertains to the NGVD 29 superseded value.
 AX0844
 AX0844.The geoid height was determined by GEOID03.
 AX0844
 AX0844;                    North         East    Units  Estimated Accuracy
 AX0844;SPC TXSC     - 4,142,430.      797,350.      MT  (+/- 180 meters Scaled)
 AX0844
 AX0844                          SUPERSEDED SURVEY CONTROL
 AX0844
 AX0844  NGVD 29 (??/??/92)   45.198  (m)          148.29   (f) ADJ UNCH    2 0
 AX0844
 AX0844.Superseded values are not recommended for survey control.
 AX0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0844.See file dsdata.txt to determine how the superseded data were derived.
 AX0844
 AX0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT973211(NAD 83)
 AX0844_MARKER: DB = BENCH MARK DISK
 AX0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0844_STAMPING: E 868 1943
 AX0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0844+STABILITY: SURFACE MOTION
 AX0844
 AX0844  HISTORY     - Date     Condition        Report By
 AX0844  HISTORY     - 1943     MONUMENTED       CGS
 AX0844
 AX0844                          STATION DESCRIPTION
 AX0844
 AX0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0844'9.25 MI S FROM HOPE.
 AX0844'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 9.25 MILES
 AX0844'SOUTHERLY ALONG THE HOPE-FORDTRAN ROAD TO SITE OF BENCH MARK.  BENCH
 AX0844'MARK IS 17.5 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX0844'CENTERLINE OF ROAD, AND 15.0 FEET SOUTHEAST OF A FENCE CORNER.  IT IS
 AX0844'2.3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3.3 FEET SOUTH OF A
 AX0844'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0782 ***********************************************************************
 AX0782  DESIGNATION -  E 869
 AX0782  PID         -  AX0782
 AX0782  STATE/COUNTY-  TX/LAVACA
 AX0782  USGS QUAD   -  MORALES (1981)
 AX0782
 AX0782                         *CURRENT SURVEY CONTROL
 AX0782  ___________________________________________________________________
 AX0782* NAD 83(1986)-  29 12 44.     (N)    096 45 02.     (W)     SCALED    
 AX0782* NAVD 88     -        40.27   (+/-2cm)     132.1    (feet)  VERTCON   
 AX0782  ___________________________________________________________________
 AX0782  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0782
 AX0782  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0782
 AX0782.The horizontal coordinates were scaled from a topographic map and have
 AX0782.an estimated accuracy of +/- 6 seconds.
 AX0782
 AX0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0782.The vertical order pertains to the NGVD 29 superseded value.
 AX0782
 AX0782.The geoid height was determined by GEOID03.
 AX0782
 AX0782;                    North         East    Units  Estimated Accuracy
 AX0782;SPC TXSC     - 4,154,920.      818,690.      MT  (+/- 180 meters Scaled)
 AX0782
 AX0782                          SUPERSEDED SURVEY CONTROL
 AX0782
 AX0782  NGVD 29 (??/??/92)   40.311  (m)          132.25   (f) ADJ UNCH    2 0
 AX0782
 AX0782.Superseded values are not recommended for survey control.
 AX0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0782.See file dsdata.txt to determine how the superseded data were derived.
 AX0782
 AX0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT186335(NAD 83)
 AX0782_MARKER: DB = BENCH MARK DISK
 AX0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0782_STAMPING: E 869 1943
 AX0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0782+STABILITY: SURFACE MOTION
 AX0782
 AX0782  HISTORY     - Date     Condition        Report By
 AX0782  HISTORY     - 1943     MONUMENTED       CGS
 AX0782  HISTORY     - 1963     POOR             NGS
 AX0782
 AX0782                          STATION DESCRIPTION
 AX0782
 AX0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AX0782'6.7 MI NE FROM EZZELL.
 AX0782'0.4 MILES EAST AND 6.3 MILES NORTH OF, ALONG DIRT ROAD CALLED GANDY
 AX0782'BEND ROAD.  TO A SHARP BEND EAST.  28 FEET NORTH OF THE CENTERLINE OF
 AX0782'THE EAST-WEST LEG OF THE ROAD, 11 FT. NORTH OF A LARGE OAK TREE, AND
 AX0782'SET IN A CONCRETE POST PROJECTING 0.4 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0767 ***********************************************************************
 BL0767  DESIGNATION -  E 87
 BL0767  PID         -  BL0767
 BL0767  STATE/COUNTY-  TX/TRINITY
 BL0767  USGS QUAD   -  TRINITY EAST (1972)
 BL0767
 BL0767                         *CURRENT SURVEY CONTROL
 BL0767  ___________________________________________________________________
 BL0767* NAD 83(1986)-  30 56 36.     (N)    095 22 23.     (W)     SCALED    
 BL0767* NAVD 88     -        69.383  (meters)     227.63   (feet)  ADJUSTED  
 BL0767  ___________________________________________________________________
 BL0767  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0767  DYNAMIC HT  -          69.294 (meters)     227.34  (feet)  COMP
 BL0767  MODELED GRAV-     979,361.5   (mgal)                       NAVD 88
 BL0767
 BL0767  VERT ORDER  -  FIRST     CLASS II
 BL0767
 BL0767.The horizontal coordinates were scaled from a topographic map and have
 BL0767.an estimated accuracy of +/- 6 seconds.
 BL0767
 BL0767.The orthometric height was determined by differential leveling
 BL0767.and adjusted by the National Geodetic Survey in June 1991..
 BL0767
 BL0767.The geoid height was determined by GEOID03.
 BL0767
 BL0767.The dynamic height is computed by dividing the NAVD 88
 BL0767.geopotential number by the normal gravity value computed on the
 BL0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0767.degrees latitude (g = 980.6199 gals.).
 BL0767
 BL0767.The modeled gravity was interpolated from observed gravity values.
 BL0767
 BL0767;                    North         East    Units  Estimated Accuracy
 BL0767;SPC TX C     - 3,152,090.    1,173,800.      MT  (+/- 180 meters Scaled)
 BL0767
 BL0767                          SUPERSEDED SURVEY CONTROL
 BL0767
 BL0767  NGVD 29 (??/??/92)   69.381  (m)          227.63   (f) ADJ UNCH    1 2
 BL0767
 BL0767.Superseded values are not recommended for survey control.
 BL0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0767.See file dsdata.txt to determine how the superseded data were derived.
 BL0767
 BL0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ732257(NAD 83)
 BL0767_MARKER: DB = BENCH MARK DISK
 BL0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0767_STAMPING: E 87 1932 227.683
 BL0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0767+STABILITY: SURFACE MOTION
 BL0767
 BL0767  HISTORY     - Date     Condition        Report By
 BL0767  HISTORY     - 1932     MONUMENTED       CGS
 BL0767  HISTORY     - 1960     GOOD             NGS
 BL0767  HISTORY     - 1980     GOOD             NGS
 BL0767  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL0767  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0767
 BL0767                          STATION DESCRIPTION
 BL0767
 BL0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0767'0.1 MI S FROM TRINITY.
 BL0767'ABOUT 0.1 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0767'STATION AT TRINITY, 76 FEET NORTHWEST OF MILEPOST 65, 69 FEET WEST OF
 BL0767'THE WEST RAIL OF THE MAIN TRACK, 359 FEET SOUTH OF THE SOUTHEAST LEG
 BL0767'OF THE MORE EASTERLY OF TWO WATER TANKS, 100 FEET NORTH OF THE
 BL0767'EXTENDED CENTER LINE OF A PAVED STREET LEADING WEST, 10 FEET SOUTH OF
 BL0767'A 14-INCH OAK TREE, 8 FEET WEST OF THE WEST EDGE OF A DITCH, ABOUT 2
 BL0767'1/2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE
 BL0767'POST PROJECTING 2 INCHES.
 BL0767
 BL0767                          STATION RECOVERY (1980)
 BL0767
 BL0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0767'OMIT-10 FT. SOUTH OF A 14-INCH OAK TREE, ADD-10 FT. SOUTH OF A 24-INCH
 BL0767'OAK TREE STUMP,
 BL0767'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BL0767
 BL0767                          STATION RECOVERY (1987)
 BL0767
 BL0767'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BL0767'MARK NOT FOUND.
 BL0767
 BL0767                          STATION RECOVERY (1996)
 BL0767
 BL0767'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0152 ***********************************************************************
 AB0152  DESIGNATION -  E 871
 AB0152  PID         -  AB0152
 AB0152  STATE/COUNTY-  TX/CAMERON
 AB0152  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0152
 AB0152                         *CURRENT SURVEY CONTROL
 AB0152  ___________________________________________________________________
 AB0152* NAD 83(1986)-  25 56 56.     (N)    097 31 14.     (W)     SCALED    
 AB0152* NAVD 88     -        11.104  (meters)      36.43   (feet)  ADJUSTED  
 AB0152  ___________________________________________________________________
 AB0152  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 AB0152  DYNAMIC HT  -          11.086 (meters)      36.37  (feet)  COMP
 AB0152  MODELED GRAV-     979,029.0   (mgal)                       NAVD 88
 AB0152
 AB0152  VERT ORDER  -  FIRST     CLASS II
 AB0152
 AB0152.The horizontal coordinates were scaled from a topographic map and have
 AB0152.an estimated accuracy of +/- 6 seconds.
 AB0152
 AB0152.The orthometric height was determined by differential leveling
 AB0152.and adjusted by the National Geodetic Survey in June 1991..
 AB0152.WARNING-Repeat measurements at this control monument indicate possible
 AB0152.vertical movement.
 AB0152
 AB0152.The geoid height was determined by GEOID03.
 AB0152
 AB0152.The dynamic height is computed by dividing the NAVD 88
 AB0152.geopotential number by the normal gravity value computed on the
 AB0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0152.degrees latitude (g = 980.6199 gals.).
 AB0152
 AB0152.The modeled gravity was interpolated from observed gravity values.
 AB0152
 AB0152;                    North         East    Units  Estimated Accuracy
 AB0152;SPC TX S     - 5,031,650.      398,110.      MT  (+/- 180 meters Scaled)
 AB0152
 AB0152                          SUPERSEDED SURVEY CONTROL
 AB0152
 AB0152  NGVD 29 (??/??/92)   11.182  (m)           36.69   (f) ADJ UNCH    1 2
 AB0152
 AB0152.Superseded values are not recommended for survey control.
 AB0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0152.See file dsdata.txt to determine how the superseded data were derived.
 AB0152
 AB0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP481708(NAD 83)
 AB0152_MARKER: DB = BENCH MARK DISK
 AB0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0152_STAMPING: E 871 1943
 AB0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0152+STABILITY: SURFACE MOTION
 AB0152
 AB0152  HISTORY     - Date     Condition        Report By
 AB0152  HISTORY     - 1943     MONUMENTED       CGS
 AB0152  HISTORY     - 1951     GOOD             NGS
 AB0152  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0152  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0152  HISTORY     - 19910320 GOOD             USPSQD
 AB0152  HISTORY     - 19950213 MARK NOT FOUND   USPSQD
 AB0152
 AB0152                          STATION DESCRIPTION
 AB0152
 AB0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0152'4.1 MI N FROM BROWNSVILLE.
 AB0152'4.1 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0152'FROM THE STATION AT BROWNSVILLE, AT THE CROSSING OF FARM ROAD 802, 0.1
 AB0152'MILE NORTH OF MILEPOST 4, 47 FEET EAST OF THE EAST RAIL, 30 FEET
 AB0152'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 11 FEET NORTHWEST OF A POWER
 AB0152'POLE, 7 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET WEST OF A FENCE, 4
 AB0152'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AB0152'WHICH IS FLUSH WITH THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC
 AB0152'LINES.
 AB0152
 AB0152                          STATION RECOVERY (1981)
 AB0152
 AB0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0152'SEARCHED FOR, NOT RECOVERED THIS DATE.
 AB0152
 AB0152                          STATION RECOVERY (1988)
 AB0152
 AB0152'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0152'MARK NOT FOUND.
 AB0152
 AB0152                          STATION RECOVERY (1991)
 AB0152
 AB0152'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0152'RECOVERED IN GOOD CONDITION.
 AB0152
 AB0152                          STATION RECOVERY (1995)
 AB0152
 AB0152'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0344 ***********************************************************************
 AE0344  DESIGNATION -  E 872
 AE0344  PID         -  AE0344
 AE0344  STATE/COUNTY-  TX/HIDALGO
 AE0344  USGS QUAD   -  PHARR (1983)
 AE0344
 AE0344                         *CURRENT SURVEY CONTROL
 AE0344  ___________________________________________________________________
 AE0344* NAD 83(1986)-  26 11 19.     (N)    098 09 02.     (W)     SCALED    
 AE0344* NAVD 88     -        33.069  (meters)     108.49   (feet)  ADJUSTED  
 AE0344  ___________________________________________________________________
 AE0344  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AE0344  DYNAMIC HT  -          33.014 (meters)     108.31  (feet)  COMP
 AE0344  MODELED GRAV-     978,997.2   (mgal)                       NAVD 88
 AE0344
 AE0344  VERT ORDER  -  FIRST     CLASS II
 AE0344
 AE0344.The horizontal coordinates were scaled from a topographic map and have
 AE0344.an estimated accuracy of +/- 6 seconds.
 AE0344
 AE0344.The orthometric height was determined by differential leveling
 AE0344.and adjusted by the National Geodetic Survey in June 1991..
 AE0344.WARNING-Repeat measurements at this control monument indicate possible
 AE0344.vertical movement.
 AE0344
 AE0344.The geoid height was determined by GEOID03.
 AE0344
 AE0344.The dynamic height is computed by dividing the NAVD 88
 AE0344.geopotential number by the normal gravity value computed on the
 AE0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0344.degrees latitude (g = 980.6199 gals.).
 AE0344
 AE0344.The modeled gravity was interpolated from observed gravity values.
 AE0344
 AE0344;                    North         East    Units  Estimated Accuracy
 AE0344;SPC TX S     - 5,057,880.      334,930.      MT  (+/- 180 meters Scaled)
 AE0344
 AE0344                          SUPERSEDED SURVEY CONTROL
 AE0344
 AE0344.No superseded survey control is available for this station.
 AE0344
 AE0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP848968(NAD 83)
 AE0344_MARKER: DB = BENCH MARK DISK
 AE0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0344_SP_SET: RETAINING WALL
 AE0344_STAMPING: E 872 1943
 AE0344_MARK LOGO: CGS   
 AE0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0344
 AE0344  HISTORY     - Date     Condition        Report By
 AE0344  HISTORY     - 1943     MONUMENTED       CGS
 AE0344  HISTORY     - 1981     GOOD             NGS
 AE0344  HISTORY     - 1987     GOOD             USPSQD
 AE0344
 AE0344                          STATION DESCRIPTION
 AE0344
 AE0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0344'0.5 MI E FROM SAN JUAN.
 AE0344'BENCH MARK IS ABOUT 0.5 MILES EAST OF THE MISSOURI PACIFIC RAILROAD
 AE0344'STATION AT SAN JUAN.  IT IS ALONG THE U.S. HIGHWAY NO. 83, AT THE EAST
 AE0344'CITY LIMITS, ABOUT 105.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 AE0344'AND IS SET HORIZONTALLY IN THE WEST END OF A CONCRETE RETAINING WALL
 AE0344'FOR IRRIGATION CANAL SIPHON UNDER THE HIGHWAY.
 AE0344
 AE0344                          STATION RECOVERY (1981)
 AE0344
 AE0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0344'3.5 KM (2.15 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE0344'OF U.S. HIGHWAY 281 AT PHARR, IN THE TOWN OF SAN JUAN, AT THE JUNCTION
 AE0344'OF WYOMING AVENUE LEADING SOUTH, SET IN THE TOP OF A CONCRETE
 AE0344'RETAINING WALL FOR AN IRRAGATION CANAL SIPHON UNDER THE HIGHWAY,
 AE0344'9.1 METERS (30.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AE0344'8.2 METERS (27.0 FT) EAST OF THE CENTER OF WYOMING AVENUE, 1.5 METERS
 AE0344'(5.0 FT) EAST OF A POWERLINE POLE WITH A LIGHT, 0.31 METERS (1.0 FT)
 AE0344'EAST OF THE WEST END OF HEADWALL.
 AE0344'THE MARK IS 0.61 M ABOVE GROUND.
 AE0344
 AE0344                          STATION RECOVERY (1987)
 AE0344
 AE0344'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0658 ***********************************************************************
 AE0658  DESIGNATION -  E 873
 AE0658  PID         -  AE0658
 AE0658  STATE/COUNTY-  TX/STARR
 AE0658  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0658
 AE0658                         *CURRENT SURVEY CONTROL
 AE0658  ___________________________________________________________________
 AE0658* NAD 83(1986)-  26 17 27.     (N)    098 35 52.     (W)     SCALED    
 AE0658* NAVD 88     -        52.876  (meters)     173.48   (feet)  ADJUSTED  
 AE0658  ___________________________________________________________________
 AE0658  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE0658  DYNAMIC HT  -          52.788 (meters)     173.19  (feet)  COMP
 AE0658  MODELED GRAV-     978,986.8   (mgal)                       NAVD 88
 AE0658
 AE0658  VERT ORDER  -  FIRST     CLASS II
 AE0658
 AE0658.The horizontal coordinates were scaled from a topographic map and have
 AE0658.an estimated accuracy of +/- 6 seconds.
 AE0658
 AE0658.The orthometric height was determined by differential leveling
 AE0658.and adjusted by the National Geodetic Survey in June 1991..
 AE0658
 AE0658.The geoid height was determined by GEOID03.
 AE0658
 AE0658.The dynamic height is computed by dividing the NAVD 88
 AE0658.geopotential number by the normal gravity value computed on the
 AE0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0658.degrees latitude (g = 980.6199 gals.).
 AE0658
 AE0658.The modeled gravity was interpolated from observed gravity values.
 AE0658
 AE0658;                    North         East    Units  Estimated Accuracy
 AE0658;SPC TX S     - 5,069,160.      290,240.      MT  (+/- 180 meters Scaled)
 AE0658
 AE0658                          SUPERSEDED SURVEY CONTROL
 AE0658
 AE0658  NGVD 29 (??/??/92)   52.952  (m)          173.73   (f) ADJ UNCH    1 2
 AE0658
 AE0658.Superseded values are not recommended for survey control.
 AE0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0658.See file dsdata.txt to determine how the superseded data were derived.
 AE0658
 AE0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ401079(NAD 83)
 AE0658_MARKER: DB = BENCH MARK DISK
 AE0658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0658_SP_SET: CULVERT
 AE0658_STAMPING: E 873 1943
 AE0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0658
 AE0658  HISTORY     - Date     Condition        Report By
 AE0658  HISTORY     - 1943     MONUMENTED       CGS
 AE0658  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0658  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0658  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0658
 AE0658                          STATION DESCRIPTION
 AE0658
 AE0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0658'2.4 MI W FROM SULLIVAN CITY.
 AE0658'BENCH MARK IS ABOUT 2.4 MILES WESTERLY ALONG U.S. HIGHWAY NO. 83 FROM
 AE0658'THE POST OFFICE AT SULLIVAN, ABOUT 100.0 FEET WEST OF A SANDSTONE
 AE0658'OUTCROP ON THE NORTH SIDE OF THE HIGHWAY AND 27.0 FEET NORTH OF THE
 AE0658'CENTERLINE OF THE HIGHWAY.  IT IS SET HORIZONTALLY IN THE WEST END OF
 AE0658'THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 AE0658
 AE0658                          STATION RECOVERY (1965)
 AE0658
 AE0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0658'MARK NOT FOUND.
 AE0658
 AE0658                          STATION RECOVERY (1981)
 AE0658
 AE0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0658'MARK NOT RECOVERED.
 AE0658
 AE0658                          STATION RECOVERY (1987)
 AE0658
 AE0658'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1071 ***********************************************************************
 AN1071  DESIGNATION -  E 874
 AN1071  PID         -  AN1071
 AN1071  STATE/COUNTY-  TX/GOLIAD
 AN1071  USGS QUAD   -  SCHROEDER (1987)
 AN1071
 AN1071                         *CURRENT SURVEY CONTROL
 AN1071  ___________________________________________________________________
 AN1071* NAD 83(1986)-  28 45 55.     (N)    097 12 57.     (W)     SCALED    
 AN1071* NAVD 88     -        39.15   (+/-2cm)     128.4    (feet)  VERTCON   
 AN1071  ___________________________________________________________________
 AN1071  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1071
 AN1071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1071
 AN1071.The horizontal coordinates were scaled from a topographic map and have
 AN1071.an estimated accuracy of +/- 6 seconds.
 AN1071
 AN1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1071.The vertical order pertains to the NGVD 29 superseded value.
 AN1071
 AN1071.The geoid height was determined by GEOID03.
 AN1071
 AN1071;                    North         East    Units  Estimated Accuracy
 AN1071;SPC TXSC     - 4,104,620.      774,220.      MT  (+/- 180 meters Scaled)
 AN1071
 AN1071                          SUPERSEDED SURVEY CONTROL
 AN1071
 AN1071  NGVD 29 (??/??/92)   39.220  (m)          128.67   (f) ADJ UNCH    2 0
 AN1071
 AN1071.Superseded values are not recommended for survey control.
 AN1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1071.See file dsdata.txt to determine how the superseded data were derived.
 AN1071
 AN1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS741832(NAD 83)
 AN1071_MARKER: DB = BENCH MARK DISK
 AN1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1071_STAMPING: E 874 1943
 AN1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1071+STABILITY: SURFACE MOTION
 AN1071
 AN1071  HISTORY     - Date     Condition        Report By
 AN1071  HISTORY     - 1943     MONUMENTED       CGS
 AN1071
 AN1071                          STATION DESCRIPTION
 AN1071
 AN1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1071'3.8 MI S FROM SCHROEDER.
 AN1071'TO REACH FROM THE MAIN ROAD INTERSECTION AT SCHROEDER, PROCEED 3.8
 AN1071'MILES SOUTHERLY ON A GRADED ROAD LEADING TO FANNIN AND SITE OF BENCH
 AN1071'MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF A CURVE, 0.2 MILE SOUTH
 AN1071'OF A SMALL BRIDGE, 27.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS
 AN1071'THE CENTERLINE OF THE ROAD AND 3.5 FEET SOUTH OF A 4X4 INCH WOODEN
 AN1071'MARKER POST.  PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2016 ***********************************************************************
 AX2016  DESIGNATION -  E 876
 AX2016  PID         -  AX2016
 AX2016  STATE/COUNTY-  TX/GONZALES
 AX2016  USGS QUAD   -  SAMPLE (1987)
 AX2016
 AX2016                         *CURRENT SURVEY CONTROL
 AX2016  ___________________________________________________________________
 AX2016* NAD 83(1986)-  29 12 04.     (N)    097 30 13.     (W)     SCALED    
 AX2016* NAVD 88     -        79.56   (+/-2cm)     261.0    (feet)  VERTCON   
 AX2016  ___________________________________________________________________
 AX2016  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AX2016
 AX2016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2016
 AX2016.The horizontal coordinates were scaled from a topographic map and have
 AX2016.an estimated accuracy of +/- 6 seconds.
 AX2016
 AX2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2016.The vertical order pertains to the NGVD 29 superseded value.
 AX2016
 AX2016.The geoid height was determined by GEOID03.
 AX2016
 AX2016;                    North         East    Units  Estimated Accuracy
 AX2016;SPC TXSC     - 4,152,520.      745,500.      MT  (+/- 180 meters Scaled)
 AX2016
 AX2016                          SUPERSEDED SURVEY CONTROL
 AX2016
 AX2016  NGVD 29 (??/??/92)   79.547  (m)          260.98   (f) ADJ UNCH    2 0
 AX2016
 AX2016.Superseded values are not recommended for survey control.
 AX2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2016.See file dsdata.txt to determine how the superseded data were derived.
 AX2016
 AX2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT454311(NAD 83)
 AX2016_MARKER: DB = BENCH MARK DISK
 AX2016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2016_SP_SET: CULVERT
 AX2016_STAMPING: E 876 1943
 AX2016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2016
 AX2016  HISTORY     - Date     Condition        Report By
 AX2016  HISTORY     - 1943     MONUMENTED       CGS
 AX2016
 AX2016                          STATION DESCRIPTION
 AX2016
 AX2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2016'2.0 MI W FROM WESTHOFF.
 AX2016'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX2016'STATION AT WESTHOFF, PROCEED 2.0 MILES WESTERLY ALONG THE TRACK TO
 AX2016'MILE POST NO.71 AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX2016'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 3X2
 AX2016'FOOT CONCRETE BOX CULVERT UNDER U.S. HIGHWAY NO.87.  IT IS 85.0 YARDS
 AX2016'WEST OF MILE POST NO.71, 69.8 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW
 AX2016'THE CENTERLINE OF THE TRACK, 15.5 FEET NORTH OF AND ABOUT THE SAME
 AX2016'ELEVATION AS THE CENTERLINE OF U.S. HIGHWAY NO.87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2017 ***********************************************************************
 AX2017  DESIGNATION -  E 876 RESET 1957
 AX2017  PID         -  AX2017
 AX2017  STATE/COUNTY-  TX/GONZALES
 AX2017  USGS QUAD   -  SAMPLE (1987)
 AX2017
 AX2017                         *CURRENT SURVEY CONTROL
 AX2017  ___________________________________________________________________
 AX2017* NAD 83(1986)-  29 12 04.     (N)    097 30 13.     (W)     SCALED    
 AX2017* NAVD 88     -        79.58   (+/-2cm)     261.1    (feet)  VERTCON   
 AX2017  ___________________________________________________________________
 AX2017  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AX2017
 AX2017  VERT ORDER  -  THIRD (See Below)
 AX2017
 AX2017.The horizontal coordinates were scaled from a topographic map and have
 AX2017.an estimated accuracy of +/- 6 seconds.
 AX2017
 AX2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2017.The vertical order pertains to the NGVD 29 superseded value.
 AX2017
 AX2017.The geoid height was determined by GEOID03.
 AX2017
 AX2017;                    North         East    Units  Estimated Accuracy
 AX2017;SPC TXSC     - 4,152,520.      745,500.      MT  (+/- 180 meters Scaled)
 AX2017
 AX2017                          SUPERSEDED SURVEY CONTROL
 AX2017
 AX2017  NGVD 29 (??/??/??)   79.56   (m)          261.0    (f) RESET       3  
 AX2017
 AX2017.Superseded values are not recommended for survey control.
 AX2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2017.See file dsdata.txt to determine how the superseded data were derived.
 AX2017
 AX2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT454311(NAD 83)
 AX2017_MARKER: DB = BENCH MARK DISK
 AX2017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2017_SP_SET: CULVERT
 AX2017_STAMPING: E 876 RESET 1957
 AX2017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2017
 AX2017  HISTORY     - Date     Condition        Report By
 AX2017  HISTORY     - 1957     MONUMENTED       TXHD
 AX2017
 AX2017                          STATION DESCRIPTION
 AX2017
 AX2017'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AX2017'2 MI W FROM WESTHOFF.
 AX2017'IN GONZALES COUNTY, ABOUT 2 MILES WEST ALONG THE TEXAS AND NEW ORLEANS
 AX2017'RAILROAD FROM THE STATION AT WESTHOFF, DEWITT COUNTY, ABOUT 85 YARDS
 AX2017'WEST OF MILEPOST 71, AT A 3 BY 2 FT. CONCRETE BOX CULVERT UNDER U.S.
 AX2017'HIGHWAY 87 IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, ABOUT 65
 AX2017'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 24 FEET NORTH OF THE
 AX2017'CENTERLINE OF THE HIGHWAY (REVISED) AND ABOUT 12 INCHES BELOW THE
 AX2017'CENTERLINE ELEVATION OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 876
 AX2017'RESET 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1695 ***********************************************************************
 AN1695  DESIGNATION -  E 877 RESET 1960
 AN1695  PID         -  AN1695
 AN1695  STATE/COUNTY-  TX/KARNES
 AN1695  USGS QUAD   -  KENEDY (1987)
 AN1695
 AN1695                         *CURRENT SURVEY CONTROL
 AN1695  ___________________________________________________________________
 AN1695* NAD 83(1986)-  28 47 56.     (N)    097 47 38.     (W)     SCALED    
 AN1695* NAVD 88     -       107.45   (+/-2cm)     352.5    (feet)  VERTCON   
 AN1695  ___________________________________________________________________
 AN1695  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AN1695
 AN1695  VERT ORDER  -  THIRD (See Below)
 AN1695
 AN1695.The horizontal coordinates were scaled from a topographic map and have
 AN1695.an estimated accuracy of +/- 6 seconds.
 AN1695
 AN1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1695.The vertical order pertains to the NGVD 29 superseded value.
 AN1695
 AN1695.The geoid height was determined by GEOID03.
 AN1695
 AN1695;                    North         East    Units  Estimated Accuracy
 AN1695;SPC TXSC     - 4,107,620.      717,740.      MT  (+/- 180 meters Scaled)
 AN1695
 AN1695                          SUPERSEDED SURVEY CONTROL
 AN1695
 AN1695  NGVD 29 (??/??/??)  107.43   (m)          352.5    (f) RESET       3  
 AN1695
 AN1695.Superseded values are not recommended for survey control.
 AN1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1695.See file dsdata.txt to determine how the superseded data were derived.
 AN1695
 AN1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS177863(NAD 83)
 AN1695_MARKER: DB = BENCH MARK DISK
 AN1695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1695_SP_SET: CULVERT
 AN1695_STAMPING: E 877 RESET 1960
 AN1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1695
 AN1695  HISTORY     - Date     Condition        Report By
 AN1695  HISTORY     - 1960     MONUMENTED       TXHD
 AN1695  HISTORY     - 1961     GOOD             TXHD
 AN1695  HISTORY     - 20060215 GOOD             USPSQD
 AN1695
 AN1695                          STATION DESCRIPTION
 AN1695
 AN1695'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN1695'4.3 MI SE FROM KENEDY.
 AN1695'THIS MARK IS LOCATED 2.2 MILES EAST ALONG STATE HIGHWAY 72 FROM THE
 AN1695'FIRST NICHOLS NATIONAL BANK AT KENEDY, THENCE 2.1 MILES SOUTHEAST
 AN1695'ALONG STATE HIGHWAY 239.  AT A 2- BY 3- FOOT CONCRETE-BOX CULVERT
 AN1695'UNDER THE HIGHWAY, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL,
 AN1695'23.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 AN1695'HIGHWAY.
 AN1695
 AN1695                          STATION RECOVERY (2006)
 AN1695
 AN1695'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1787 ***********************************************************************
 AN1787  DESIGNATION -  E 879
 AN1787  PID         -  AN1787
 AN1787  STATE/COUNTY-  TX/GOLIAD
 AN1787  USGS QUAD   -  BERCLAIR NW (1987)
 AN1787
 AN1787                         *CURRENT SURVEY CONTROL
 AN1787  ___________________________________________________________________
 AN1787* NAD 83(1986)-  28 38 49.     (N)    097 43 36.     (W)     SCALED    
 AN1787* NAVD 88     -       104.19   (+/-2cm)     341.8    (feet)  VERTCON   
 AN1787  ___________________________________________________________________
 AN1787  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN1787
 AN1787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1787
 AN1787.The horizontal coordinates were scaled from a topographic map and have
 AN1787.an estimated accuracy of +/- 6 seconds.
 AN1787
 AN1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1787.The vertical order pertains to the NGVD 29 superseded value.
 AN1787
 AN1787.The geoid height was determined by GEOID03.
 AN1787
 AN1787;                    North         East    Units  Estimated Accuracy
 AN1787;SPC TXSC     - 4,090,850.      724,480.      MT  (+/- 180 meters Scaled)
 AN1787
 AN1787                          SUPERSEDED SURVEY CONTROL
 AN1787
 AN1787  NGVD 29 (??/??/92)  104.20   (m)          341.9    (f) COMPUTED    2 0
 AN1787
 AN1787.Superseded values are not recommended for survey control.
 AN1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1787.See file dsdata.txt to determine how the superseded data were derived.
 AN1787
 AN1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS244695(NAD 83)
 AN1787_MARKER: DB = BENCH MARK DISK
 AN1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1787_STAMPING: E 879 1943
 AN1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1787+STABILITY: SURFACE MOTION
 AN1787
 AN1787  HISTORY     - Date     Condition        Report By
 AN1787  HISTORY     - 1943     MONUMENTED       CGS
 AN1787
 AN1787                          STATION DESCRIPTION
 AN1787
 AN1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1787'5.4 MI NE FROM BERCLAIR.
 AN1787'5.4 MILES NE OF PETTUS TO REACH FROM THE TEXAS AND NEW
 AN1787'ORLEANS(SOUTHERN PACIFIC) RAILROAD STATION AT BERCLAIR, PROCEED 0.25
 AN1787'MILE SOUTHWESTERLY ALONG THE TRACK TO A DIRT ROAD CROSSING, THENCE
 AN1787'13.0 MILES NORTHWESTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.
 AN1787'BENCH MARK IS 84.0 YARDS SOUTHEAST OF A 2.5 FOOT IRON PIPE CULVERT
 AN1787'UNDER THE ROAD.  IT IS 34.5 FEET SOUTHWEST OF AND ABOUT THE SAME
 AN1787'ELEVATION AS THE CENTERLINE OF THE ROAD, 14.7 FEET SOUTHWEST OF THE
 AN1787'SOUTHWEST RIGHT-OF-WAY FENCE AND 3.0 FEET SOUTHEAST OF A 4X4 INCH
 AN1787'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.  NOTE-- THIS
 AN1787'BENCH MARK IS ALSO 4.75 MILES NORTHEAST AND 0.6 MILE SOUTHEAST OF THE
 AN1787'ELEMENTARY SCHOOL AT PETTUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1788 ***********************************************************************
 AN1788  DESIGNATION -  E 879 RESET 1948
 AN1788  PID         -  AN1788
 AN1788  STATE/COUNTY-  TX/GOLIAD
 AN1788  USGS QUAD   -  BERCLAIR NW (1987)
 AN1788
 AN1788                         *CURRENT SURVEY CONTROL
 AN1788  ___________________________________________________________________
 AN1788* NAD 83(1986)-  28 38 49.     (N)    097 43 36.     (W)     SCALED    
 AN1788* NAVD 88     -       104.17   (+/-2cm)     341.8    (feet)  VERTCON   
 AN1788  ___________________________________________________________________
 AN1788  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN1788
 AN1788  VERT ORDER  -  THIRD (See Below)
 AN1788
 AN1788.The horizontal coordinates were scaled from a topographic map and have
 AN1788.an estimated accuracy of +/- 6 seconds.
 AN1788
 AN1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1788.The vertical order pertains to the NGVD 29 superseded value.
 AN1788
 AN1788.The geoid height was determined by GEOID03.
 AN1788
 AN1788;                    North         East    Units  Estimated Accuracy
 AN1788;SPC TXSC     - 4,090,850.      724,480.      MT  (+/- 180 meters Scaled)
 AN1788
 AN1788                          SUPERSEDED SURVEY CONTROL
 AN1788
 AN1788  NGVD 29 (??/??/??)  104.19   (m)          341.8    (f) RESET       3  
 AN1788
 AN1788.Superseded values are not recommended for survey control.
 AN1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1788.See file dsdata.txt to determine how the superseded data were derived.
 AN1788
 AN1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS244695(NAD 83)
 AN1788_MARKER: DB = BENCH MARK DISK
 AN1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1788_STAMPING: E 879 RESET 1948
 AN1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1788+STABILITY: SURFACE MOTION
 AN1788
 AN1788  HISTORY     - Date     Condition        Report By
 AN1788  HISTORY     - 1948     MONUMENTED       TXHD
 AN1788
 AN1788                          STATION DESCRIPTION
 AN1788
 AN1788'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AN1788'5.4 MI NE FROM PETTUS.
 AN1788'IN GOLIAD COUNTY, ABOUT 4.8 MILES NORTHEAST ALONG A DIRT ROAD FROM THE
 AN1788'ELEMENTARY SCHOOL AT PETTUS, BEE COUNTY, THENCE ABOUT 0.6 MILE
 AN1788'SOUTHEAST ALONG A DIRT ROAD.  ABOUT 84 YARDS SOUTHEAST OF A 30-INCH
 AN1788'IRON-PIPE CULVERT, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 AN1788'4.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE
 AN1788'ROAD.  A STANDARD DISK, STAMPED E 879 RESET 1948 AND SET IN THE TOP OF
 AN1788'A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1278 ***********************************************************************
 BL1278  DESIGNATION -  E 88
 BL1278  PID         -  BL1278
 BL1278  STATE/COUNTY-  TX/MONTGOMERY
 BL1278  USGS QUAD   -  WILLIS (1997)
 BL1278
 BL1278                         *CURRENT SURVEY CONTROL
 BL1278  ___________________________________________________________________
 BL1278* NAD 83(1986)-  30 27 55.     (N)    095 28 39.     (W)     SCALED    
 BL1278* NAVD 88     -       103.690  (meters)     340.19   (feet)  ADJUSTED  
 BL1278  ___________________________________________________________________
 BL1278  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL1278  DYNAMIC HT  -         103.552 (meters)     339.74  (feet)  COMP
 BL1278  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 BL1278
 BL1278  VERT ORDER  -  FIRST     CLASS I
 BL1278
 BL1278.The horizontal coordinates were scaled from a topographic map and have
 BL1278.an estimated accuracy of +/- 6 seconds.
 BL1278
 BL1278.The orthometric height was determined by differential leveling
 BL1278.and adjusted by the National Geodetic Survey in June 1991..
 BL1278
 BL1278.The geoid height was determined by GEOID03.
 BL1278
 BL1278.The dynamic height is computed by dividing the NAVD 88
 BL1278.geopotential number by the normal gravity value computed on the
 BL1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1278.degrees latitude (g = 980.6199 gals.).
 BL1278
 BL1278.The modeled gravity was interpolated from observed gravity values.
 BL1278
 BL1278;                    North         East    Units  Estimated Accuracy
 BL1278;SPC TX C     - 3,098,710.    1,166,140.      MT  (+/- 180 meters Scaled)
 BL1278
 BL1278                          SUPERSEDED SURVEY CONTROL
 BL1278
 BL1278  NGVD 29 (12/23/87)  103.694  (m)          340.20   (f) ADJUSTED    1 1
 BL1278
 BL1278.Superseded values are not recommended for survey control.
 BL1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1278.See file dsdata.txt to determine how the superseded data were derived.
 BL1278
 BL1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP621729(NAD 83)
 BL1278_MARKER: DB = BENCH MARK DISK
 BL1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1278_SP_SET: CONCRETE POST
 BL1278_STAMPING: E 88 1932 340.626
 BL1278_MARK LOGO: CGS   
 BL1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1278+STABILITY: SURFACE MOTION
 BL1278
 BL1278  HISTORY     - Date     Condition        Report By
 BL1278  HISTORY     - 1932     MONUMENTED       CGS
 BL1278  HISTORY     - 1973     GOOD             NGS
 BL1278  HISTORY     - 1978     GOOD             NGS
 BL1278  HISTORY     - 1987     GOOD             NGS
 BL1278
 BL1278                          STATION DESCRIPTION
 BL1278
 BL1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1278'2.65 MI N FROM WILLIS.
 BL1278'ABOUT 2.65 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1278'STATION AT WILLIS, AT THE COAL TOWN RD. CROSSING, 72 1/2 FEET EAST OF
 BL1278'THE EAST RAIL, 94 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15
 BL1278'FEET EAST OF THE CENTER LINE OF A DIRT ROAD PARALLELING THE TRACKS,
 BL1278'1.3 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 BL1278'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 BL1278
 BL1278                          STATION RECOVERY (1978)
 BL1278
 BL1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1278'NOTE=DIRT ROAD IS NOW PAVED.
 BL1278
 BL1278                          STATION RECOVERY (1987)
 BL1278
 BL1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1278'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.3 KM (2.65
 BL1278'MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1278'WITH STEWART STREET IN WILLIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1733 ***********************************************************************
 AN1733  DESIGNATION -  E 880
 AN1733  PID         -  AN1733
 AN1733  STATE/COUNTY-  TX/GOLIAD
 AN1733  USGS QUAD   -  RUNGE SE (1987)
 AN1733
 AN1733                         *CURRENT SURVEY CONTROL
 AN1733  ___________________________________________________________________
 AN1733* NAD 83(1986)-  28 46 25.     (N)    097 37 13.     (W)     SCALED    
 AN1733* NAVD 88     -        80.51   (+/-2cm)     264.1    (feet)  VERTCON   
 AN1733  ___________________________________________________________________
 AN1733  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN1733
 AN1733  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1733
 AN1733.The horizontal coordinates were scaled from a topographic map and have
 AN1733.an estimated accuracy of +/- 6 seconds.
 AN1733
 AN1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1733.The vertical order pertains to the NGVD 29 superseded value.
 AN1733
 AN1733.The geoid height was determined by GEOID03.
 AN1733
 AN1733;                    North         East    Units  Estimated Accuracy
 AN1733;SPC TXSC     - 4,105,000.      734,720.      MT  (+/- 180 meters Scaled)
 AN1733
 AN1733                          SUPERSEDED SURVEY CONTROL
 AN1733
 AN1733  NGVD 29 (??/??/92)   80.518  (m)          264.17   (f) ADJ UNCH    2 0
 AN1733
 AN1733.Superseded values are not recommended for survey control.
 AN1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1733.See file dsdata.txt to determine how the superseded data were derived.
 AN1733
 AN1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS346836(NAD 83)
 AN1733_MARKER: DB = BENCH MARK DISK
 AN1733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1733_SP_SET: CATTLE PASS
 AN1733_STAMPING: E 880 1943
 AN1733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1733
 AN1733  HISTORY     - Date     Condition        Report By
 AN1733  HISTORY     - 1943     MONUMENTED       CGS
 AN1733  HISTORY     - 20060215 GOOD             USPSQD
 AN1733
 AN1733                          STATION DESCRIPTION
 AN1733
 AN1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1733'1.95 MI NW FROM CHARCO.
 AN1733'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 1.95 MILE
 AN1733'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO A CONCRETE CATTLE PASS AND
 AN1733'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AN1733'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 4X7 FOOT CONCRETE BOX
 AN1733'CATTLE PASS UNDER THE ROAD.  IT IS 0.1 MILE SOUTHEAST OF THE
 AN1733'INTERSECTION OF A DIRT ROAD LEADING NORTHEAST TO WEESATCHE, 19.4 FEET
 AN1733'SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AN1733'ROAD.  NOTE-- THIS BENCH MARK IS 0.35 MILE SOUTHEAST OF THE GOLIAD -
 AN1733'KARNES COUNTY LINE.
 AN1733
 AN1733                          STATION RECOVERY (2006)
 AN1733
 AN1733'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0630 ***********************************************************************
 BL0630  DESIGNATION -  E 882
 BL0630  PID         -  BL0630
 BL0630  STATE/COUNTY-  TX/POLK
 BL0630  USGS QUAD   -  NEW WILLARD (1984)
 BL0630
 BL0630                         *CURRENT SURVEY CONTROL
 BL0630  ___________________________________________________________________
 BL0630* NAD 83(1986)-  30 50 48.     (N)    094 59 23.     (W)     SCALED    
 BL0630* NAVD 88     -       115.70   (+/-2cm)     379.6    (feet)  VERTCON   
 BL0630  ___________________________________________________________________
 BL0630  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL0630
 BL0630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0630
 BL0630.The horizontal coordinates were scaled from a topographic map and have
 BL0630.an estimated accuracy of +/- 6 seconds.
 BL0630
 BL0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0630.The vertical order pertains to the NGVD 29 superseded value.
 BL0630
 BL0630.The geoid height was determined by GEOID03.
 BL0630
 BL0630;                    North         East    Units  Estimated Accuracy
 BL0630;SPC TX C     - 3,143,080.    1,210,900.      MT  (+/- 180 meters Scaled)
 BL0630
 BL0630                          SUPERSEDED SURVEY CONTROL
 BL0630
 BL0630  NGVD 29 (??/??/92)  115.707  (m)          379.62   (f) ADJ UNCH    2 0
 BL0630
 BL0630.Superseded values are not recommended for survey control.
 BL0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0630.See file dsdata.txt to determine how the superseded data were derived.
 BL0630
 BL0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ097143(NAD 83)
 BL0630_MARKER: DB = BENCH MARK DISK
 BL0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0630_STAMPING: E 882 1947
 BL0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0630+STABILITY: SURFACE MOTION
 BL0630
 BL0630  HISTORY     - Date     Condition        Report By
 BL0630  HISTORY     - 1947     MONUMENTED       CGS
 BL0630  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0630  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0630
 BL0630                          STATION DESCRIPTION
 BL0630
 BL0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0630'8.6 MI W FROM LEGGETT.
 BL0630'8.6 MILES WEST ALONG THE LEGGETT-ONALASKA ROAD FROM THE TEXAS AND NEW
 BL0630'ORLEANS RAILWAY STATION AT LEGGETT, AT A ROAD JUNCTION, 45.0 FEET EAST
 BL0630'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD AT A POINT WHERE THE CENTER
 BL0630'LINE OF THE ROAD LEADING NORTHWEST CONVERGES WITH THE CENTER LINE OF
 BL0630'THE NORTH-SOUTH ROAD, 17.5 FEET NORTHWEST OF A 10 INCH PINE TREE WITH
 BL0630'A TRIANGLE BLAZE, 7.4 FEET SOUTHEAST OF AN 8 INCH OAK TREE, 2.0 FEET
 BL0630'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 BL0630'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL0630
 BL0630                          STATION RECOVERY (1990)
 BL0630
 BL0630'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BL0630'MARK NOT FOUND.
 BL0630
 BL0630                          STATION RECOVERY (1997)
 BL0630
 BL0630'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0606 ***********************************************************************
 BL0606  DESIGNATION -  E 883
 BL0606  PID         -  BL0606
 BL0606  STATE/COUNTY-  TX/POLK
 BL0606  USGS QUAD   -  CARMONA (1984)
 BL0606
 BL0606                         *CURRENT SURVEY CONTROL
 BL0606  ___________________________________________________________________
 BL0606* NAD 83(1986)-  30 59 30.     (N)    094 53 20.     (W)     SCALED    
 BL0606* NAVD 88     -        74.50   (+/-2cm)     244.4    (feet)  VERTCON   
 BL0606  ___________________________________________________________________
 BL0606  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0606
 BL0606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0606
 BL0606.The horizontal coordinates were scaled from a topographic map and have
 BL0606.an estimated accuracy of +/- 6 seconds.
 BL0606
 BL0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0606.The vertical order pertains to the NGVD 29 superseded value.
 BL0606
 BL0606.The geoid height was determined by GEOID03.
 BL0606
 BL0606;                    North         East    Units  Estimated Accuracy
 BL0606;SPC TX C     - 3,159,600.    1,219,740.      MT  (+/- 180 meters Scaled)
 BL0606
 BL0606                          SUPERSEDED SURVEY CONTROL
 BL0606
 BL0606  NGVD 29 (??/??/92)   74.513  (m)          244.46   (f) ADJ UNCH    2 0
 BL0606
 BL0606.Superseded values are not recommended for survey control.
 BL0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0606.See file dsdata.txt to determine how the superseded data were derived.
 BL0606
 BL0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ196302(NAD 83)
 BL0606_MARKER: DB = BENCH MARK DISK
 BL0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0606_SP_SET: BRIDGE
 BL0606_STAMPING: E 883 1947
 BL0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0606
 BL0606  HISTORY     - Date     Condition        Report By
 BL0606  HISTORY     - 1947     MONUMENTED       CGS
 BL0606  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0606  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0606  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0606
 BL0606                          STATION DESCRIPTION
 BL0606
 BL0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0606'3.7 MI W FROM CORRIGAN.
 BL0606'3.7 MILES WEST ALONG U. S. HIGHWAY 287 FROM THE TEXAS AND NEW ORLEANS
 BL0606'RAILWAY STATION AT CORRIGAN, 11.3 FEET SOUTH OF AND 1.0 FOOT HIGHER
 BL0606'THAN THE CENTER LINE OF THE HIGHWAY, 2.4 FEET WEST OF THE EAST END OF
 BL0606'A 195 FOOT BRIDGE AND SET IN A DRILL HOLE IN THE TOP OF THE SOUTH CURB
 BL0606'OF THE BRIDGE.
 BL0606
 BL0606                          STATION RECOVERY (1977)
 BL0606
 BL0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0606'MARK NOT FOUND.
 BL0606
 BL0606                          STATION RECOVERY (1990)
 BL0606
 BL0606'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 BL0606'MARK NOT FOUND.
 BL0606
 BL0606                          STATION RECOVERY (1997)
 BL0606
 BL0606'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0908 ***********************************************************************
 BL0908  DESIGNATION -  E 885
 BL0908  PID         -  BL0908
 BL0908  STATE/COUNTY-  TX/TRINITY
 BL0908  USGS QUAD   -  CHITA (1972)
 BL0908
 BL0908                         *CURRENT SURVEY CONTROL
 BL0908  ___________________________________________________________________
 BL0908* NAD 83(1986)-  30 55 51.     (N)    095 13 26.     (W)     SCALED    
 BL0908* NAVD 88     -        72.14   (+/-2cm)     236.7    (feet)  VERTCON   
 BL0908  ___________________________________________________________________
 BL0908  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL0908
 BL0908  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0908
 BL0908.The horizontal coordinates were scaled from a topographic map and have
 BL0908.an estimated accuracy of +/- 6 seconds.
 BL0908
 BL0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0908.The vertical order pertains to the NGVD 29 superseded value.
 BL0908
 BL0908.The geoid height was determined by GEOID03.
 BL0908
 BL0908;                    North         East    Units  Estimated Accuracy
 BL0908;SPC TX C     - 3,151,350.    1,188,100.      MT  (+/- 180 meters Scaled)
 BL0908
 BL0908                          SUPERSEDED SURVEY CONTROL
 BL0908
 BL0908  NGVD 29 (??/??/92)   72.154  (m)          236.73   (f) ADJ UNCH    2 0
 BL0908
 BL0908.Superseded values are not recommended for survey control.
 BL0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0908.See file dsdata.txt to determine how the superseded data were derived.
 BL0908
 BL0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ875240(NAD 83)
 BL0908_MARKER: DB = BENCH MARK DISK
 BL0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0908_STAMPING: E 885 1947
 BL0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0908+STABILITY: SURFACE MOTION
 BL0908
 BL0908  HISTORY     - Date     Condition        Report By
 BL0908  HISTORY     - 1947     MONUMENTED       CGS
 BL0908  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0908
 BL0908                          STATION DESCRIPTION
 BL0908
 BL0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0908'0.9 MI SW FROM CHITA.
 BL0908'0.9 MILE SOUTHWEST ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE CHITA
 BL0908'BAPTIST CHURCH AT CHITA, 103.8 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 BL0908'FARMHOUSE, 56.0 FEET NORTHWEST OF AND LEVEL WITH THE CENTER LINE OF
 BL0908'THE ROAD, 37.8 FEET WEST OF A FENCE CORNER, 31.0 FEET EAST OF THE EAST
 BL0908'END OF A GATE AT A YARD ENTRANCE, 1.6 FEET EAST OF A REFERENCE POST,
 BL0908'0.7 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 BL0908'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL0908
 BL0908                          STATION RECOVERY (1996)
 BL0908
 BL0908'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0790 ***********************************************************************
 AN0790  DESIGNATION -  E 886
 AN0790  PID         -  AN0790
 AN0790  STATE/COUNTY-  TX/VICTORIA
 AN0790  USGS QUAD   -  INEZ NW (1995)
 AN0790
 AN0790                         *CURRENT SURVEY CONTROL
 AN0790  ___________________________________________________________________
 AN0790* NAD 83(1986)-  28 56 43.     (N)    096 55 02.     (W)     SCALED    
 AN0790* NAVD 88     -        35.16   (+/-2cm)     115.4    (feet)  VERTCON   
 AN0790  ___________________________________________________________________
 AN0790  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0790
 AN0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0790
 AN0790.The horizontal coordinates were scaled from a topographic map and have
 AN0790.an estimated accuracy of +/- 6 seconds.
 AN0790
 AN0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0790.The vertical order pertains to the NGVD 29 superseded value.
 AN0790
 AN0790.The geoid height was determined by GEOID03.
 AN0790
 AN0790;                    North         East    Units  Estimated Accuracy
 AN0790;SPC TXSC     - 4,125,040.      803,020.      MT  (+/- 180 meters Scaled)
 AN0790
 AN0790                          SUPERSEDED SURVEY CONTROL
 AN0790
 AN0790  NGVD 29 (??/??/92)   35.216  (m)          115.54   (f) ADJ UNCH    2 0
 AN0790
 AN0790.Superseded values are not recommended for survey control.
 AN0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0790.See file dsdata.txt to determine how the superseded data were derived.
 AN0790
 AN0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT029037(NAD 83)
 AN0790_MARKER: DB = BENCH MARK DISK
 AN0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0790_STAMPING: E 886 1943
 AN0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0790+STABILITY: SURFACE MOTION
 AN0790
 AN0790  HISTORY     - Date     Condition        Report By
 AN0790  HISTORY     - 1943     MONUMENTED       CGS
 AN0790
 AN0790                          STATION DESCRIPTION
 AN0790
 AN0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0790'12.05 MI NE FROM VICTORIA.
 AN0790'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 295 AND U. S.
 AN0790'HIGHWAY NO 59 AT VICTORIA-- PROCEED 2.75 MILES NORTHERLY ALONG STATE
 AN0790'HIGHWAY NO. 295 TO A DIRT SIDE ROAD INTERSECTION LEADING NORTHEAST,
 AN0790'THENCE 9.3 MILES NORTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AN0790'ABOUT 0.15 MILE NORTH OF A WOODEN GATE AND A RANCH ROAD LEADING EAST,
 AN0790'AND ABOUT 0.15 MILE SOUTH OF A SMALL WOODEN CULVERT AND AN ABANDONED
 AN0790'COUNTY ROAD LEADING NORTHEAST.  IT IS 22.5 FEET EAST OF AND ABOUT THE
 AN0790'SAME ELEVATION AS THE CENTERLINE OF ROAD, 2.0 FEET EAST OF THE
 AN0790'RIGHT-OF-WAY FENCE, AND 2.7 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AN0790'POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1146 ***********************************************************************
 AN1146  DESIGNATION -  E 887
 AN1146  PID         -  AN1146
 AN1146  STATE/COUNTY-  TX/DE WITT
 AN1146  USGS QUAD   -  YORKTOWN EAST (1987)
 AN1146
 AN1146                         *CURRENT SURVEY CONTROL
 AN1146  ___________________________________________________________________
 AN1146* NAD 83(1986)-  29 00 00.     (N)    097 23 58.     (W)     SCALED    
 AN1146* NAVD 88     -        91.14   (+/-2cm)     299.0    (feet)  VERTCON   
 AN1146  ___________________________________________________________________
 AN1146  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN1146
 AN1146  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1146
 AN1146.The horizontal coordinates were scaled from a topographic map and have
 AN1146.an estimated accuracy of +/- 6 seconds.
 AN1146
 AN1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1146.The vertical order pertains to the NGVD 29 superseded value.
 AN1146
 AN1146.The geoid height was determined by GEOID03.
 AN1146
 AN1146;                    North         East    Units  Estimated Accuracy
 AN1146;SPC TXSC     - 4,130,370.      755,930.      MT  (+/- 180 meters Scaled)
 AN1146
 AN1146                          SUPERSEDED SURVEY CONTROL
 AN1146
 AN1146  NGVD 29 (??/??/92)   91.15   (m)          299.0    (f) COMPUTED    2 0
 AN1146
 AN1146.Superseded values are not recommended for survey control.
 AN1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1146.See file dsdata.txt to determine how the superseded data were derived.
 AN1146
 AN1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT559090(NAD 83)
 AN1146_MARKER: DB = BENCH MARK DISK
 AN1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1146_STAMPING: E 887 1943
 AN1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1146+STABILITY: SURFACE MOTION
 AN1146
 AN1146  HISTORY     - Date     Condition        Report By
 AN1146  HISTORY     - 1943     MONUMENTED       CGS
 AN1146
 AN1146                          STATION DESCRIPTION
 AN1146
 AN1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1146'8.7 MI E FROM YORKTOWN.
 AN1146'TO REACH FROM THE POST OFFICE AT YORKTOWN-- PROCEED 4.4 MILES
 AN1146'NORTHEASTERLY ALONG STATE HIGHWAY NO.72 TO A DIRT SIDE ROAD
 AN1146'INTERSECTION LEADING EASTERLY TO ARNECKEVILLE, THENCE 4.3 MILES
 AN1146'EASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 275.0 FEET WEST
 AN1146'OF A SIDE ROAD INTERSECTION LEADING NORTH, AND 20.0 FEET NORTH OF AND
 AN1146'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD.  IT IS 10.0 FEET EAST OF
 AN1146'THE CENTERLINE OF A PRIVATE ROAD LEADING NORTH TO A FRAME HOUSE, 1.2
 AN1146'FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 2.5 FEET NORTH OF A 4X4-INCH
 AN1146'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.  NOTE-- BENCH MARK IS
 AN1146'ALSO 10.5 MILES WEST OF ARNECKEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1081 ***********************************************************************
 AN1081  DESIGNATION -  E 888
 AN1081  PID         -  AN1081
 AN1081  STATE/COUNTY-  TX/VICTORIA
 AN1081  USGS QUAD   -  MISSION VALLEY (1987)
 AN1081
 AN1081                         *CURRENT SURVEY CONTROL
 AN1081  ___________________________________________________________________
 AN1081* NAD 83(1986)-  28 53 15.     (N)    097 09 31.     (W)     SCALED    
 AN1081* NAVD 88     -        47.61   (+/-2cm)     156.2    (feet)  VERTCON   
 AN1081  ___________________________________________________________________
 AN1081  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1081
 AN1081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1081
 AN1081.The horizontal coordinates were scaled from a topographic map and have
 AN1081.an estimated accuracy of +/- 6 seconds.
 AN1081
 AN1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1081.The vertical order pertains to the NGVD 29 superseded value.
 AN1081
 AN1081.The geoid height was determined by GEOID03.
 AN1081
 AN1081;                    North         East    Units  Estimated Accuracy
 AN1081;SPC TXSC     - 4,118,250.      779,590.      MT  (+/- 180 meters Scaled)
 AN1081
 AN1081                          SUPERSEDED SURVEY CONTROL
 AN1081
 AN1081  NGVD 29 (??/??/92)   47.660  (m)          156.36   (f) ADJ UNCH    2 0
 AN1081
 AN1081.Superseded values are not recommended for survey control.
 AN1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1081.See file dsdata.txt to determine how the superseded data were derived.
 AN1081
 AN1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS795969(NAD 83)
 AN1081_MARKER: DB = BENCH MARK DISK
 AN1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1081_STAMPING: E 888 1943
 AN1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1081+STABILITY: SURFACE MOTION
 AN1081
 AN1081  HISTORY     - Date     Condition        Report By
 AN1081  HISTORY     - 1943     MONUMENTED       CGS
 AN1081
 AN1081                          STATION DESCRIPTION
 AN1081
 AN1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1081'4.65 MI SW FROM NURSERY.
 AN1081'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 4.65 MILES
 AN1081'SOUTHWESTERLY ALONG THE NURSERY-SCHROEDER ROAD TO SITE OF BENCH MARK.
 AN1081'BENCH MARK IS ABOUT 0.4 MILE SOUTHWEST OF A CROSS ROAD INTERSECTION,
 AN1081'AND ABOUT 0.15 MILE NORTHEAST OF A LARGE WOODEN CULVERT.  IT IS 30.0
 AN1081'FEET NORTHWEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF ROAD, 8.3
 AN1081'FEET NORTHWEST OF A FENCE CORNER, 1.4 FEET NORTHEAST OF A FENCE, AND
 AN1081'2.5 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AN1081'PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1082 ***********************************************************************
 AN1082  DESIGNATION -  E 888 RESET 1949
 AN1082  PID         -  AN1082
 AN1082  STATE/COUNTY-  TX/VICTORIA
 AN1082  USGS QUAD   -  MISSION VALLEY (1987)
 AN1082
 AN1082                         *CURRENT SURVEY CONTROL
 AN1082  ___________________________________________________________________
 AN1082* NAD 83(1986)-  28 53 15.     (N)    097 09 31.     (W)     SCALED    
 AN1082* NAVD 88     -        47.77   (+/-2cm)     156.7    (feet)  VERTCON   
 AN1082  ___________________________________________________________________
 AN1082  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1082
 AN1082  VERT ORDER  -  THIRD (See Below)
 AN1082
 AN1082.The horizontal coordinates were scaled from a topographic map and have
 AN1082.an estimated accuracy of +/- 6 seconds.
 AN1082
 AN1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1082.The vertical order pertains to the NGVD 29 superseded value.
 AN1082
 AN1082.The geoid height was determined by GEOID03.
 AN1082
 AN1082;                    North         East    Units  Estimated Accuracy
 AN1082;SPC TXSC     - 4,118,250.      779,590.      MT  (+/- 180 meters Scaled)
 AN1082
 AN1082                          SUPERSEDED SURVEY CONTROL
 AN1082
 AN1082  NGVD 29 (01/29/03)   47.83   (m)          156.9    (f) RESET       3  
 AN1082
 AN1082.Superseded values are not recommended for survey control.
 AN1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1082.See file dsdata.txt to determine how the superseded data were derived.
 AN1082
 AN1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS795969(NAD 83)
 AN1082_MARKER: DB = BENCH MARK DISK
 AN1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1082_STAMPING: E 888 RESET 1949
 AN1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1082+STABILITY: SURFACE MOTION
 AN1082
 AN1082  HISTORY     - Date     Condition        Report By
 AN1082  HISTORY     - 1949     MONUMENTED       TXHD
 AN1082  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1082
 AN1082                          STATION DESCRIPTION
 AN1082
 AN1082'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AN1082'4.6 MI SW FROM NURSERY.
 AN1082'4.6 MILES SOUTHWEST ALONG FARM-TO-MARKET HIGHWAY 447 FROM THE POST
 AN1082'OFFICE AT NURSERY, VICTORIA COUNTY, 0.4 MILE SOUTHWEST OF A CROSS
 AN1082'ROAD, 0.15 MILE NORTHEAST OF A CONCRETE CULVERT, 40 FEET NORTHWEST OF
 AN1082'THE CENTER LINE OF THE HIGHWAY, AT THE RIGHT-OF-WAY FENCE, AND 1.5
 AN1082'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AN1082'STAMPED E 888 RESET 1949 AND SET IN THE TOP OF A CONCRETE POST
 AN1082'PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1082
 AN1082                          STATION RECOVERY (1990)
 AN1082
 AN1082'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1108 ***********************************************************************
 AN1108  DESIGNATION -  E 889
 AN1108  PID         -  AN1108
 AN1108  STATE/COUNTY-  TX/GOLIAD
 AN1108  USGS QUAD   -  ANDER (1987)
 AN1108
 AN1108                         *CURRENT SURVEY CONTROL
 AN1108  ___________________________________________________________________
 AN1108* NAD 83(1986)-  28 50 17.     (N)    097 20 31.     (W)     SCALED    
 AN1108* NAVD 88     -        68.05   (+/-2cm)     223.3    (feet)  VERTCON   
 AN1108  ___________________________________________________________________
 AN1108  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN1108
 AN1108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1108
 AN1108.The horizontal coordinates were scaled from a topographic map and have
 AN1108.an estimated accuracy of +/- 6 seconds.
 AN1108
 AN1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1108.The vertical order pertains to the NGVD 29 superseded value.
 AN1108
 AN1108.The geoid height was determined by GEOID03.
 AN1108
 AN1108;                    North         East    Units  Estimated Accuracy
 AN1108;SPC TXSC     - 4,112,500.      761,790.      MT  (+/- 180 meters Scaled)
 AN1108
 AN1108                          SUPERSEDED SURVEY CONTROL
 AN1108
 AN1108  NGVD 29 (??/??/92)   68.088  (m)          223.39   (f) ADJ UNCH    2 0
 AN1108
 AN1108.Superseded values are not recommended for survey control.
 AN1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1108.See file dsdata.txt to determine how the superseded data were derived.
 AN1108
 AN1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS617911(NAD 83)
 AN1108_MARKER: DB = BENCH MARK DISK
 AN1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1108_STAMPING: E 889 1943
 AN1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1108+STABILITY: SURFACE MOTION
 AN1108
 AN1108  HISTORY     - Date     Condition        Report By
 AN1108  HISTORY     - 1943     MONUMENTED       CGS
 AN1108  HISTORY     - 1962     GOOD             USGS
 AN1108  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1108
 AN1108                          STATION DESCRIPTION
 AN1108
 AN1108'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AN1108'3.1 MI E FROM WESER.
 AN1108'3.1 MILES EAST ALONG FARM-TO-MARKET ROAD 1961 FROM THE JUNCTION OF
 AN1108'U.S. HIGHWAY 183 AT WESER, GOLIAD COUNTY, TO Y-ROAD SOUTH, THENCE 150
 AN1108'FEET SOUTH TO T-ROAD WEST AT GATE, 12 FEET WEST OF ROAD AT BEND TO SW.
 AN1108'A STANDARD DISK STAMPED E-889 1943 AND SET IN THE TOP OF A CONCRETE
 AN1108'POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AN1108
 AN1108                          STATION RECOVERY (1990)
 AN1108
 AN1108'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0230 ***********************************************************************
 AW0230  DESIGNATION -  E 89
 AW0230  PID         -  AW0230
 AW0230  STATE/COUNTY-  TX/HARRIS
 AW0230  USGS QUAD   -  HUMBLE (1995)
 AW0230
 AW0230                         *CURRENT SURVEY CONTROL
 AW0230  ___________________________________________________________________
 AW0230* NAD 83(1986)-  29 54 15.     (N)    095 22 23.     (W)     SCALED    
 AW0230* NAVD 88     -        22.80   (+/-2cm)      74.8    (feet)  VERTCON   
 AW0230  ___________________________________________________________________
 AW0230  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW0230  OBS GRAVITY -     979,294.5   (mgal)                       GRAV_OBS
 AW0230
 AW0230  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0230
 AW0230.The horizontal coordinates were scaled from a topographic map and have
 AW0230.an estimated accuracy of +/- 6 seconds.
 AW0230
 AW0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0230.The vertical order pertains to the NGVD 29 superseded value.
 AW0230
 AW0230.The geoid height was determined by GEOID03.
 AW0230.The observed gravity was obtained from relative gravimeter ties
 AW0230.to the IGSN71 gravity network.
 AW0230
 AW0230;                    North         East    Units  Estimated Accuracy
 AW0230;SPC TXSC     - 4,234,940.      950,200.      MT  (+/- 180 meters Scaled)
 AW0230
 AW0230                          SUPERSEDED SURVEY CONTROL
 AW0230
 AW0230  NGVD 29 (??/??/92)   22.796  (m)           74.79   (f) ADJ UNCH    1 1
 AW0230
 AW0230.Superseded values are not recommended for survey control.
 AW0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0230.See file dsdata.txt to determine how the superseded data were derived.
 AW0230
 AW0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP708105(NAD 83)
 AW0230_MARKER: DB = BENCH MARK DISK
 AW0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0230_STAMPING: E 89 1932
 AW0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0230+STABILITY: SURFACE MOTION
 AW0230
 AW0230  HISTORY     - Date     Condition        Report By
 AW0230  HISTORY     - 1932     MONUMENTED       CGS
 AW0230  HISTORY     - 1973     GOOD             NGS
 AW0230  HISTORY     - 1978     GOOD             NGS
 AW0230  HISTORY     - 1978     GOOD             NGS
 AW0230  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0230  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 AW0230
 AW0230                          STATION DESCRIPTION
 AW0230
 AW0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0230'10.35 MI N FROM HOUSTON.
 AW0230'ABOUT 2.8 MILES NORTHEAST AND NORTH ALONG THE SOUTHERN PACIFIC
 AW0230'RAILROAD FROM THE SOUTHERN PACIFIC RAILROAD STATION THENCE 7.55 MILES
 AW0230'NORTH ALONG THE MISSOURI-PACIFIC RAILROAD, 0.15 MILE NORTHWEST OF THE
 AW0230'ALDINE MAIL RD. CROSSING, 59.9 FEET NORTHWEST OF A TELEPHONE POLE,
 AW0230'46.1 FEET NORTHEAST OF THE NORTHEAST RAIL, 31.9 FEET SOUTHWEST OF THE
 AW0230'CENTER LINE OF E. HARDY ST., 1.1 FEET NORTHWEST OF A METAL WITNESS
 AW0230'POST AND ABOUT LEVEL WITH THE ROAD, THE DISK IS IN THE TOP OF A
 AW0230'CONCRETE POST PROJECTING 0.4 FOOT.
 AW0230
 AW0230                          STATION RECOVERY (1978)
 AW0230
 AW0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0230'RECOVERED IN GOOD CONDITION.
 AW0230
 AW0230                          STATION RECOVERY (1978)
 AW0230
 AW0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0230'RECOVERED IN GOOD CONDITION.
 AW0230
 AW0230                          STATION RECOVERY (1986)
 AW0230
 AW0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0230'THERE IS CONSTRUCTION AT THIS LOCATION.
 AW0230
 AW0230                          STATION RECOVERY (2004)
 AW0230
 AW0230'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1043 ***********************************************************************
 AN1043  DESIGNATION -  E 890
 AN1043  PID         -  AN1043
 AN1043  STATE/COUNTY-  TX/GOLIAD
 AN1043  USGS QUAD   -  WEESATCHE (1987)
 AN1043
 AN1043                         *CURRENT SURVEY CONTROL
 AN1043  ___________________________________________________________________
 AN1043* NAD 83(1986)-  28 50 09.     (N)    097 22 45.     (W)     SCALED    
 AN1043* NAVD 88     -        73.61   (+/-2cm)     241.5    (feet)  VERTCON   
 AN1043  ___________________________________________________________________
 AN1043  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1043
 AN1043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1043
 AN1043.The horizontal coordinates were scaled from a topographic map and have
 AN1043.an estimated accuracy of +/- 6 seconds.
 AN1043
 AN1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1043.The vertical order pertains to the NGVD 29 superseded value.
 AN1043
 AN1043.The geoid height was determined by GEOID03.
 AN1043
 AN1043;                    North         East    Units  Estimated Accuracy
 AN1043;SPC TXSC     - 4,112,200.      758,160.      MT  (+/- 180 meters Scaled)
 AN1043
 AN1043                          SUPERSEDED SURVEY CONTROL
 AN1043
 AN1043  NGVD 29 (??/??/92)   73.646  (m)          241.62   (f) ADJ UNCH    2 0
 AN1043
 AN1043.Superseded values are not recommended for survey control.
 AN1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1043.See file dsdata.txt to determine how the superseded data were derived.
 AN1043
 AN1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS581908(NAD 83)
 AN1043_MARKER: DB = BENCH MARK DISK
 AN1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1043_SP_SET: CULVERT
 AN1043_STAMPING: E 890 1943
 AN1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1043
 AN1043  HISTORY     - Date     Condition        Report By
 AN1043  HISTORY     - 1943     MONUMENTED       CGS
 AN1043  HISTORY     - 1990     GOOD             USPSQD
 AN1043
 AN1043                          STATION DESCRIPTION
 AN1043
 AN1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1043'11.75 MI N FROM GOLIAD.
 AN1043'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO.59 AND STATE
 AN1043'HIGHWAY NO.29 AT GOLIAD-- PROCEED 11.75 MILES NORTHERLY ALONG HIGHWAY
 AN1043'NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 235.0 FEET NORTH OF
 AN1043'A PRIVATE ROAD INTERSECTION LEADING WEST, 21.0 FEET EAST OF AND ABOUT
 AN1043'THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY
 AN1043'IN THE NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 AN1043
 AN1043                          STATION RECOVERY (1990)
 AN1043
 AN1043'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0166 ***********************************************************************
 BY0166  DESIGNATION -  E 892
 BY0166  PID         -  BY0166
 BY0166  STATE/COUNTY-  TX/NACOGDOCHES
 BY0166  USGS QUAD   -  MARTINSVILLE (1984)
 BY0166
 BY0166                         *CURRENT SURVEY CONTROL
 BY0166  ___________________________________________________________________
 BY0166* NAD 83(1986)-  31 44 19.     (N)    094 27 49.     (W)     SCALED    
 BY0166* NAVD 88     -        90.57   (+/-2cm)     297.1    (feet)  VERTCON   
 BY0166  ___________________________________________________________________
 BY0166  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY0166
 BY0166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0166
 BY0166.The horizontal coordinates were scaled from a topographic map and have
 BY0166.an estimated accuracy of +/- 6 seconds.
 BY0166
 BY0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0166.The vertical order pertains to the NGVD 29 superseded value.
 BY0166
 BY0166.The geoid height was determined by GEOID03.
 BY0166
 BY0166;                    North         East    Units  Estimated Accuracy
 BY0166;SPC TX C     - 3,244,360.    1,255,940.      MT  (+/- 180 meters Scaled)
 BY0166
 BY0166                          SUPERSEDED SURVEY CONTROL
 BY0166
 BY0166  NGVD 29 (??/??/92)   90.578  (m)          297.17   (f) ADJ UNCH    2 0
 BY0166
 BY0166.Superseded values are not recommended for survey control.
 BY0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0166.See file dsdata.txt to determine how the superseded data were derived.
 BY0166
 BY0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR613123(NAD 83)
 BY0166_MARKER: DB = BENCH MARK DISK
 BY0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0166_STAMPING: E 892 1948
 BY0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0166+STABILITY: SURFACE MOTION
 BY0166
 BY0166  HISTORY     - Date     Condition        Report By
 BY0166  HISTORY     - 1948     MONUMENTED       CGS
 BY0166  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0166
 BY0166                          STATION DESCRIPTION
 BY0166
 BY0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0166'8.2 MI N FROM MARTINSVILLE.
 BY0166'8.2 MILES NORTH ALONG THE MARTINSVILLE-GARRISON ROAD FROM THE J. L.
 BY0166'BURK ROCK STORE BUILDING AT MARTINSVILLE, 0.15 MILE NORTHWEST OF A
 BY0166'WOODEN BRIDGE, AT THE FARM HOME OF M. C. LEWIS, 98.0 FEET EAST OF THE
 BY0166'SOUTHEAST CORNER OF THE FARMHOUSE, 77.0 FEET SOUTHWEST OF THE CENTER
 BY0166'LINE OF THE ROAD, 24.0 FEET SOUTHEAST OF THE CENTER LINE OF A
 BY0166'DRIVEWAY, 1.5 FEET SOUTHWEST OF A REFERENCE POST, 0.8 FOOT NORTHWEST
 BY0166'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BY0166'ABOVE THE GROUND.
 BY0166
 BY0166                          STATION RECOVERY (1998)
 BY0166
 BY0166'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1039 ***********************************************************************
 BY1039  DESIGNATION -  E 893
 BY1039  PID         -  BY1039
 BY1039  STATE/COUNTY-  TX/NACOGDOCHES
 BY1039  USGS QUAD   -  PLATT (1980)
 BY1039
 BY1039                         *CURRENT SURVEY CONTROL
 BY1039  ___________________________________________________________________
 BY1039* NAD 83(1986)-  31 29 21.     (N)    094 33 41.     (W)     SCALED    
 BY1039* NAVD 88     -        78.57   (+/-2cm)     257.8    (feet)  VERTCON   
 BY1039  ___________________________________________________________________
 BY1039  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BY1039
 BY1039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1039
 BY1039.The horizontal coordinates were scaled from a topographic map and have
 BY1039.an estimated accuracy of +/- 6 seconds.
 BY1039
 BY1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1039.The vertical order pertains to the NGVD 29 superseded value.
 BY1039
 BY1039.The geoid height was determined by GEOID03.
 BY1039
 BY1039;                    North         East    Units  Estimated Accuracy
 BY1039;SPC TX C     - 3,216,260.    1,248,120.      MT  (+/- 180 meters Scaled)
 BY1039
 BY1039                          SUPERSEDED SURVEY CONTROL
 BY1039
 BY1039  NGVD 29 (??/??/92)   78.641  (m)          258.01   (f) ADJ UNCH    2 0
 BY1039
 BY1039.Superseded values are not recommended for survey control.
 BY1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1039.See file dsdata.txt to determine how the superseded data were derived.
 BY1039
 BY1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ516848(NAD 83)
 BY1039_MARKER: DB = BENCH MARK DISK
 BY1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1039_STAMPING: E 893 1948
 BY1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1039+STABILITY: SURFACE MOTION
 BY1039
 BY1039  HISTORY     - Date     Condition        Report By
 BY1039  HISTORY     - 1948     MONUMENTED       CGS
 BY1039  HISTORY     - 19980919 GOOD             USPSQD
 BY1039
 BY1039                          STATION DESCRIPTION
 BY1039
 BY1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1039'3.65 MI SW FROM WODEN.
 BY1039'0.65 MILE NORTH ALONG FARM ROAD 226 FROM THE HIGH SCHOOL AT WODEN,
 BY1039'THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.3 MILES SOUTH
 BY1039'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTHWEST ALONG A GRADED
 BY1039'DIRT ROAD, 1.0 MILE SOUTHWEST OF A ROAD JUNCTION, 1.0 MILE NORTHEAST
 BY1039'OF THE NORTHEAST END OF A TRIANGULAR PLOT OF GROUND AT A ROAD
 BY1039'JUNCTION, 48.0 FEET NORTHWEST OF A 30-INCH OAK TREE, 29.0 FEET
 BY1039'NORTHEAST OF A 12-INCH OAK TREE, 18.0 FEET SOUTHEAST OF THE CENTER
 BY1039'LINE OF THE ROAD, 15.0 FEET SOUTHWEST OF A 6-INCH PINE TREE, 2.4 FEET
 BY1039'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY1039'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1039
 BY1039                          STATION RECOVERY (1998)
 BY1039
 BY1039'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0180 ***********************************************************************
 BY0180  DESIGNATION -  E 894
 BY0180  PID         -  BY0180
 BY0180  STATE/COUNTY-  TX/NACOGDOCHES
 BY0180  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0180
 BY0180                         *CURRENT SURVEY CONTROL
 BY0180  ___________________________________________________________________
 BY0180* NAD 83(1986)-  31 34 41.     (N)    094 22 07.     (W)     SCALED    
 BY0180* NAVD 88     -        80.73   (+/-2cm)     264.9    (feet)  VERTCON   
 BY0180  ___________________________________________________________________
 BY0180  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BY0180
 BY0180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0180
 BY0180.The horizontal coordinates were scaled from a topographic map and have
 BY0180.an estimated accuracy of +/- 6 seconds.
 BY0180
 BY0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0180.The vertical order pertains to the NGVD 29 superseded value.
 BY0180
 BY0180.The geoid height was determined by GEOID03.
 BY0180
 BY0180;                    North         East    Units  Estimated Accuracy
 BY0180;SPC TX C     - 3,227,070.    1,265,880.      MT  (+/- 180 meters Scaled)
 BY0180
 BY0180                          SUPERSEDED SURVEY CONTROL
 BY0180
 BY0180  NGVD 29 (??/??/92)   80.772  (m)          265.00   (f) ADJ UNCH    2 0
 BY0180
 BY0180.Superseded values are not recommended for survey control.
 BY0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0180.See file dsdata.txt to determine how the superseded data were derived.
 BY0180
 BY0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ701944(NAD 83)
 BY0180_MARKER: DB = BENCH MARK DISK
 BY0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0180_STAMPING: E 894 1948
 BY0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0180+STABILITY: SURFACE MOTION
 BY0180
 BY0180  HISTORY     - Date     Condition        Report By
 BY0180  HISTORY     - 1948     MONUMENTED       CGS
 BY0180  HISTORY     - 1980     GOOD             USGS
 BY0180  HISTORY     - 19980919 GOOD             USPSQD
 BY0180
 BY0180                          STATION DESCRIPTION
 BY0180
 BY0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0180'1.75 MI NW FROM ATTOYAC.
 BY0180'1.75 MILES NORTHWEST ALONG THE MARTINSVILLE-ATTOYAC ROAD FROM THE POST
 BY0180'OFFICE AT ATTOYAC, 0.9 MILE SOUTHEAST OF BENCH MARK D 894, 390.0 FEET
 BY0180'NORTHWEST OF THE WEST END OF A 30-INCH CONCRETE PIPE CULVERT UNDER THE
 BY0180'ROAD, 415.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 33.0
 BY0180'FEET NORTH OF THE CENTER LINE OF THE ROAD, 5.0 FEET EAST OF THE SOUTH
 BY0180'GATEPOST OF A WIRE GATE, 1.5 FEET WEST OF A REFERENCE POST, 1.0 FOOT
 BY0180'NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0180'FOOT ABOVE THE GROUND.
 BY0180
 BY0180                          STATION RECOVERY (1980)
 BY0180
 BY0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0180'1.75 MI. NW FROM ATTOYAC, 6.15 MI. SE. OF MARTINSVILLE ALONG STATE
 BY0180'HWY. 95. 415 FT. SE OF THE SE CORNER OF A BARN. 135 FT. WEST ALONG A
 BY0180'LANE, FROM THE CENTER OF THE HWY. 9 FT. S, OF CENTER OF LANE AND 3
 BY0180'FT. N. OF SOUTH LANE FENCE. A STANDARD DISK SET IN THE TOP OF A
 BY0180'CONCRETE POST AND IS FLUSH WITH THE GROUND.
 BY0180
 BY0180                          STATION RECOVERY (1998)
 BY0180
 BY0180'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0191 ***********************************************************************
 BY0191  DESIGNATION -  E 895
 BY0191  PID         -  BY0191
 BY0191  STATE/COUNTY-  TX/NACOGDOCHES
 BY0191  USGS QUAD   -  MARTINSVILLE (1984)
 BY0191
 BY0191                         *CURRENT SURVEY CONTROL
 BY0191  ___________________________________________________________________
 BY0191* NAD 83(1986)-  31 38 18.     (N)    094 25 36.     (W)     SCALED    
 BY0191* NAVD 88     -        83.76   (+/-2cm)     274.8    (feet)  VERTCON   
 BY0191  ___________________________________________________________________
 BY0191  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BY0191
 BY0191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0191
 BY0191.The horizontal coordinates were scaled from a topographic map and have
 BY0191.an estimated accuracy of +/- 6 seconds.
 BY0191
 BY0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0191.The vertical order pertains to the NGVD 29 superseded value.
 BY0191
 BY0191.The geoid height was determined by GEOID03.
 BY0191
 BY0191;                    North         East    Units  Estimated Accuracy
 BY0191;SPC TX C     - 3,233,450.    1,260,020.      MT  (+/- 180 meters Scaled)
 BY0191
 BY0191                          SUPERSEDED SURVEY CONTROL
 BY0191
 BY0191  NGVD 29 (??/??/92)   83.791  (m)          274.90   (f) ADJ UNCH    2 0
 BY0191
 BY0191.Superseded values are not recommended for survey control.
 BY0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0191.See file dsdata.txt to determine how the superseded data were derived.
 BY0191
 BY0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR647012(NAD 83)
 BY0191_MARKER: DB = BENCH MARK DISK
 BY0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0191_STAMPING: E 895 1949
 BY0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0191+STABILITY: SURFACE MOTION
 BY0191
 BY0191  HISTORY     - Date     Condition        Report By
 BY0191  HISTORY     - 1949     MONUMENTED       CGS
 BY0191  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0191
 BY0191                          STATION DESCRIPTION
 BY0191
 BY0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0191'0.9 MI W FROM MARTINSVILLE.
 BY0191'0.9 MILE WEST ALONG STATE HIGHWAY 7 FROM THE J. L. BURK ROCK STORE
 BY0191'BUILDING AT MARTINSVILLE, 0.2 MILE WEST OF A BRIDGE OVER TERRAPIN
 BY0191'CREEK, 161.3 FEET WEST OF THE WEST END OF NORTH HEADWALL OF A CONCRETE
 BY0191'BOX CULVERT, 111.0 FEET NORTHEAST OF THE CENTER OF A ROAD
 BY0191'INTERSECTION, 98.7 FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BY0191'FARM HOME OF C. S. SMITH, 55.6 FEET NORTH OF THE CENTER LINE OF THE
 BY0191'HIGHWAY, 50.0 FEET EAST OF EXTENSION TO NORTH ACROSS HIGHWAY OF CENTER
 BY0191'LINE OF DIRT ROAD LEADING SOUTH, 46.0 FEET SOUTHEAST OF A GATE POST,
 BY0191'1.8 FEET NORTHWEST OF A REFERENCE POST, 1.2 FEET SOUTHWEST OF A FENCE,
 BY0191'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 BY0191'GROUND.
 BY0191
 BY0191                          STATION RECOVERY (1998)
 BY0191
 BY0191'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3542 ***********************************************************************
 AW3542  DESIGNATION -  E 896
 AW3542  PID         -  AW3542
 AW3542  STATE/COUNTY-  TX/HARRIS
 AW3542  USGS QUAD   -  HIGHLANDS (1995)
 AW3542
 AW3542                         *CURRENT SURVEY CONTROL
 AW3542  ___________________________________________________________________
 AW3542* NAD 83(1986)-  29 45 27.     (N)    095 05 25.     (W)     SCALED    
 AW3542* NAVD 88     -         0.43   (+/-2cm)       1.4    (feet)  VERTCON   
 AW3542  ___________________________________________________________________
 AW3542  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3542
 AW3542  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3542
 AW3542.The horizontal coordinates were scaled from a topographic map and have
 AW3542.an estimated accuracy of +/- 6 seconds.
 AW3542
 AW3542.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3542.The vertical order pertains to the NGVD 29 superseded value.
 AW3542
 AW3542.The geoid height was determined by GEOID03.
 AW3542
 AW3542;                    North         East    Units  Estimated Accuracy
 AW3542;SPC TXSC     - 4,219,570.      978,040.      MT  (+/- 180 meters Scaled)
 AW3542
 AW3542                          SUPERSEDED SURVEY CONTROL
 AW3542
 AW3542  NGVD 29 (??/??/92)    0.428  (m)            1.40   (f) ADJ UNCH    1 2
 AW3542
 AW3542.Superseded values are not recommended for survey control.
 AW3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3542.See file dsdata.txt to determine how the superseded data were derived.
 AW3542
 AW3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN978937(NAD 83)
 AW3542_MARKER: DB = BENCH MARK DISK
 AW3542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3542_SP_SET: BULKHEAD
 AW3542_STAMPING: E 896 1943
 AW3542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3542
 AW3542  HISTORY     - Date     Condition        Report By
 AW3542  HISTORY     - 1943     MONUMENTED       CGS
 AW3542  HISTORY     - 1964     GOOD             NGS
 AW3542  HISTORY     - 1967     MARK NOT FOUND   USGS
 AW3542
 AW3542                          STATION DESCRIPTION
 AW3542
 AW3542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3542'0.9 MI SW FROM LYNCHBURG.
 AW3542'ABOUT 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW3542'LANDING AT LYNCHBURG, THENCE 0.3 MILE NORTHWEST ALONG A PAVED ROAD
 AW3542'LEADING TO THE SAN JACINTO INN ALONG THE NORTHEAST SIDE OF THE
 AW3542'BATTLESHIP TEXAS, AND SET IN THE TOP OF THE NORTH END OF A CONCRETE
 AW3542'BULKHEAD.  NOTE-- THE CONCRETE BULKHEADS IN THE AREA ARE BROKEN.
 AW3542
 AW3542                          STATION RECOVERY (1967)
 AW3542
 AW3542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AW3542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2209 ***********************************************************************
 BY2209  DESIGNATION -  E 898
 BY2209  PID         -  BY2209
 BY2209  STATE/COUNTY-  TX/FREESTONE
 BY2209  USGS QUAD   -  KEECHI (1964)
 BY2209
 BY2209                         *CURRENT SURVEY CONTROL
 BY2209  ___________________________________________________________________
 BY2209* NAD 83(1986)-  31 36 08.     (N)    095 58 50.     (W)     SCALED    
 BY2209* NAVD 88     -        95.444  (meters)     313.14   (feet)  ADJUSTED  
 BY2209  ___________________________________________________________________
 BY2209  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BY2209  DYNAMIC HT  -          95.327 (meters)     312.75  (feet)  COMP
 BY2209  MODELED GRAV-     979,418.0   (mgal)                       NAVD 88
 BY2209
 BY2209  VERT ORDER  -  SECOND    CLASS 0
 BY2209
 BY2209.The horizontal coordinates were scaled from a topographic map and have
 BY2209.an estimated accuracy of +/- 6 seconds.
 BY2209
 BY2209.The orthometric height was determined by differential leveling
 BY2209.and adjusted by the National Geodetic Survey in June 1991..
 BY2209
 BY2209.The geoid height was determined by GEOID03.
 BY2209
 BY2209.The dynamic height is computed by dividing the NAVD 88
 BY2209.geopotential number by the normal gravity value computed on the
 BY2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2209.degrees latitude (g = 980.6199 gals.).
 BY2209
 BY2209.The modeled gravity was interpolated from observed gravity values.
 BY2209
 BY2209;                    North         East    Units  Estimated Accuracy
 BY2209;SPC TX C     - 3,222,650.    1,112,940.      MT  (+/- 180 meters Scaled)
 BY2209
 BY2209                          SUPERSEDED SURVEY CONTROL
 BY2209
 BY2209  NGVD 29 (??/??/92)   95.427  (m)          313.08   (f) ADJ UNCH    2 0
 BY2209
 BY2209.Superseded values are not recommended for survey control.
 BY2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2209.See file dsdata.txt to determine how the superseded data were derived.
 BY2209
 BY2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR172002(NAD 83)
 BY2209_MARKER: DB = BENCH MARK DISK
 BY2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2209_STAMPING: E 898 1948
 BY2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2209+STABILITY: SURFACE MOTION
 BY2209
 BY2209  HISTORY     - Date     Condition        Report By
 BY2209  HISTORY     - 1948     MONUMENTED       CGS
 BY2209  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY2209
 BY2209                          STATION DESCRIPTION
 BY2209
 BY2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY2209'8.35 MI S FROM BUTLER.
 BY2209'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE JENKINS GROCERY
 BY2209'STORE AT BUTLER TO THE CROSS ROAD GROCERY STORE, THENCE 6.05 MILES
 BY2209'SOUTH ALONG A GRADED DIRT ROAD, 0.75 MILE NORTH OF THE ABE JONES
 BY2209'COTTON GIN, AT THE BOTTOM OF A HILL, 38.3 FEET NORTHWEST OF AND 2.5
 BY2209'FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 22.0 FEET NORTHWEST OF A
 BY2209'DOUBLE TRUNK 30 INCH OAK TREE, 1.5 FEET WEST OF A WITNESS POST, SET IN
 BY2209'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY2209
 BY2209                          STATION RECOVERY (1964)
 BY2209
 BY2209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY2209'PRSEUMED TO BE DESTROYED. NEW ROAD ALIGNMENT IS IN THE LOCATION WHERE
 BY2209'THE BENCH MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0442 ***********************************************************************
 BZ0442  DESIGNATION -  E 899
 BZ0442  PID         -  BZ0442
 BZ0442  STATE/COUNTY-  TX/FREESTONE
 BZ0442  USGS QUAD   -  DONIE (1982)
 BZ0442
 BZ0442                         *CURRENT SURVEY CONTROL
 BZ0442  ___________________________________________________________________
 BZ0442* NAD 83(1986)-  31 28 56.     (N)    096 13 29.     (W)     SCALED    
 BZ0442* NAVD 88     -       148.295  (meters)     486.53   (feet)  ADJUSTED  
 BZ0442  ___________________________________________________________________
 BZ0442  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BZ0442  DYNAMIC HT  -         148.114 (meters)     485.94  (feet)  COMP
 BZ0442  MODELED GRAV-     979,421.8   (mgal)                       NAVD 88
 BZ0442
 BZ0442  VERT ORDER  -  SECOND    CLASS 0
 BZ0442
 BZ0442.The horizontal coordinates were scaled from a topographic map and have
 BZ0442.an estimated accuracy of +/- 6 seconds.
 BZ0442
 BZ0442.The orthometric height was determined by differential leveling
 BZ0442.and adjusted by the National Geodetic Survey in June 1991..
 BZ0442
 BZ0442.The geoid height was determined by GEOID03.
 BZ0442
 BZ0442.The dynamic height is computed by dividing the NAVD 88
 BZ0442.geopotential number by the normal gravity value computed on the
 BZ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0442.degrees latitude (g = 980.6199 gals.).
 BZ0442
 BZ0442.The modeled gravity was interpolated from observed gravity values.
 BZ0442
 BZ0442;                    North         East    Units  Estimated Accuracy
 BZ0442;SPC TX C     - 3,208,480.    1,090,280.      MT  (+/- 180 meters Scaled)
 BZ0442
 BZ0442                          SUPERSEDED SURVEY CONTROL
 BZ0442
 BZ0442  NGVD 29 (??/??/92)  148.289  (m)          486.51   (f) ADJ UNCH    2 0
 BZ0442
 BZ0442.Superseded values are not recommended for survey control.
 BZ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0442.See file dsdata.txt to determine how the superseded data were derived.
 BZ0442
 BZ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV636863(NAD 83)
 BZ0442_MARKER: DB = BENCH MARK DISK
 BZ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0442_STAMPING: E 899 1948
 BZ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0442+STABILITY: SURFACE MOTION
 BZ0442
 BZ0442  HISTORY     - Date     Condition        Report By
 BZ0442  HISTORY     - 1948     MONUMENTED       CGS
 BZ0442
 BZ0442                          STATION DESCRIPTION
 BZ0442
 BZ0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0442'0.35 MI NW FROM DONIE.
 BZ0442'0.35 MILE NORTHWEST ALONG FARM HIGHWAY NO.80 FROM THE POST OFFICE AT
 BZ0442'DONIE, AT A DIRT CROSS ROAD, 49.5 FEET SOUTHWEST AND LEVEL WITH THE
 BZ0442'CENTER OF THE HIGHWAY, 32.6 FEET WEST OF THE WEST HEADWALL OF THE
 BZ0442'NORTHWESTERN MOST OF TWO STONE CULVERTS, 31.9 FEET NORTHWEST OF THE
 BZ0442'CENTER OF THE DIRT CROSS ROAD, 7.7 FEET NORTHWEST OF A FENCE CORNER
 BZ0442'POST, 1.7 FEET SOUTHEAST OF A WITNESS POST, 1.0 FOOT NORTHEAST OF A
 BZ0442'BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0442'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1802 ***********************************************************************
 BK1802  DESIGNATION -  E 90
 BK1802  PID         -  BK1802
 BK1802  STATE/COUNTY-  TX/JASPER
 BK1802  USGS QUAD   -  BUNA (1984)
 BK1802
 BK1802                         *CURRENT SURVEY CONTROL
 BK1802  ___________________________________________________________________
 BK1802* NAD 83(1986)-  30 27 21.     (N)    093 57 00.     (W)     SCALED    
 BK1802* NAVD 88     -        28.64   (+/-2cm)      94.0    (feet)  VERTCON   
 BK1802  ___________________________________________________________________
 BK1802  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1802
 BK1802  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1802
 BK1802.The horizontal coordinates were scaled from a topographic map and have
 BK1802.an estimated accuracy of +/- 6 seconds.
 BK1802
 BK1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1802.The vertical order pertains to the NGVD 29 superseded value.
 BK1802
 BK1802.The geoid height was determined by GEOID03.
 BK1802
 BK1802;                    North         East    Units  Estimated Accuracy
 BK1802;SPC TX C     - 3,105,070.    1,312,690.      MT  (+/- 180 meters Scaled)
 BK1802
 BK1802                          SUPERSEDED SURVEY CONTROL
 BK1802
 BK1802  NGVD 29 (??/??/??)   28.614  (m)           93.88   (f) ADJUSTED    1 2
 BK1802
 BK1802.Superseded values are not recommended for survey control.
 BK1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1802.See file dsdata.txt to determine how the superseded data were derived.
 BK1802
 BK1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP087696(NAD 83)
 BK1802_MARKER: DB = BENCH MARK DISK
 BK1802_SETTING: 0 = UNSPECIFIED SETTING
 BK1802_STAMPING: 93.878 E 90 1932
 BK1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1802
 BK1802  HISTORY     - Date     Condition        Report By
 BK1802  HISTORY     - 1932     MONUMENTED       CGS
 BK1802  HISTORY     - 1976     MARK NOT FOUND   USGS
 BK1802  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1802  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1802
 BK1802                          STATION DESCRIPTION
 BK1802
 BK1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1802'0.4 MI S FROM BESSMAY.
 BK1802'0.4 MILE SOUTH OF THE G.C. AND S.F. R.R. STATION AT BESSMAY ON THE
 BK1802'ORANGE AND NORTHWESTERN R.R., 35 FEET EAST OF THE TRACK, 35 FEET WEST
 BK1802'OF THE DIRT ROAD PARALLEL TO THE TRACK, 1 1/2 RAILS NORTH OF PRIVATE
 BK1802'ROAD AND GRADE CROSSING, 3 POLES NORTH OF MILE POLE NO. B 496, 25 FEET
 BK1802'NORTH OF TELEGRAPH POLE, 5 RAILS SOUTH OF THE CROSSOVER SWITCH TO THE
 BK1802'GULF COLORADO AND SANTA FE R.R., 0.4 MILE NORTHEAST OF THE KIRBY
 BK1802'LUMBER CO.
 BK1802
 BK1802                          STATION RECOVERY (1976)
 BK1802
 BK1802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BK1802'MARK NOT FOUND.
 BK1802
 BK1802                          STATION RECOVERY (1979)
 BK1802
 BK1802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1802'MARK NOT FOUND.
 BK1802
 BK1802                          STATION RECOVERY (2002)
 BK1802
 BK1802'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0727 ***********************************************************************
 BZ0727  DESIGNATION -  E 900 RESET 1953
 BZ0727  PID         -  BZ0727
 BZ0727  STATE/COUNTY-  TX/MCLENNAN
 BZ0727  USGS QUAD   -  WACO WEST (1975)
 BZ0727
 BZ0727                         *CURRENT SURVEY CONTROL
 BZ0727  ___________________________________________________________________
 BZ0727* NAD 83(1986)-  31 35 50.     (N)    097 11 23.     (W)     SCALED    
 BZ0727* NAVD 88     -       122.03   (meters)     400.4    (feet)  RESET     
 BZ0727  ___________________________________________________________________
 BZ0727  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BZ0727
 BZ0727  VERT ORDER  -  THIRD
 BZ0727
 BZ0727.The horizontal coordinates were scaled from a topographic map and have
 BZ0727.an estimated accuracy of +/- 6 seconds.
 BZ0727
 BZ0727.The orthometric height was computed from unverified reset data.
 BZ0727
 BZ0727.The geoid height was determined by GEOID03.
 BZ0727
 BZ0727;                    North         East    Units  Estimated Accuracy
 BZ0727;SPC TX C     - 3,218,230.      998,280.      MT  (+/- 180 meters Scaled)
 BZ0727
 BZ0727                          SUPERSEDED SURVEY CONTROL
 BZ0727
 BZ0727.No superseded survey control is available for this station.
 BZ0727
 BZ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV717972(NAD 83)
 BZ0727_MARKER: DB = BENCH MARK DISK
 BZ0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0727_STAMPING: E 900 RESET 1953
 BZ0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0727+STABILITY: SURFACE MOTION
 BZ0727
 BZ0727  HISTORY     - Date     Condition        Report By
 BZ0727  HISTORY     - 1953     MONUMENTED       CGS
 BZ0727  HISTORY     - 19910527 MARK NOT FOUND   USPSQD
 BZ0727  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0727
 BZ0727                          STATION DESCRIPTION
 BZ0727
 BZ0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0727'5.0 MI N FROM WACO.
 BZ0727'ABOUT 5.0 MILES NORTH ALONG NORTH 19TH STREET AND FARM TO MARKET ROAD
 BZ0727'NO. 1637 WHICH LEADS TO MUNICIPAL AIRPORT, 1 FOOT WEST OF THE EAST
 BZ0727'RIGHT-OF-WAY FENCE, 10 FEET SOUTH OF A T FENCE CORNER AND ABOUT 250
 BZ0727'YARDS SOUTH OF THE EDGE OF THE TIMBER.  IT IS NEAR THE NORTHWEST
 BZ0727'CORNER OF A BOTTOM LAND FIELD.  A STANDARD DISK STAMPED E 900 RESET
 BZ0727'1953 AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 BZ0727'WITH THE SURFACE OF THE GROUND.
 BZ0727
 BZ0727                          STATION RECOVERY (1991)
 BZ0727
 BZ0727'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0727'MARK NOT FOUND.
 BZ0727
 BZ0727                          STATION RECOVERY (2001)
 BZ0727
 BZ0727'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3984 ***********************************************************************
 AW3984  DESIGNATION -  E 901
 AW3984  PID         -  AW3984
 AW3984  STATE/COUNTY-  TX/GALVESTON
 AW3984  USGS QUAD   -  HITCHCOCK (1974)
 AW3984
 AW3984                         *CURRENT SURVEY CONTROL
 AW3984  ___________________________________________________________________
 AW3984* NAD 83(1986)-  29 19 17.     (N)    095 02 27.     (W)     SCALED    
 AW3984* NAVD 88     -         4.47   (+/-2cm)      14.7    (feet)  VERTCON   
 AW3984  ___________________________________________________________________
 AW3984  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW3984
 AW3984  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3984
 AW3984.The horizontal coordinates were scaled from a topographic map and have
 AW3984.an estimated accuracy of +/- 6 seconds.
 AW3984
 AW3984.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3984.The vertical order pertains to the NGVD 29 superseded value.
 AW3984
 AW3984.The geoid height was determined by GEOID03.
 AW3984
 AW3984;                    North         East    Units  Estimated Accuracy
 AW3984;SPC TXSC     - 4,171,420.      984,450.      MT  (+/- 180 meters Scaled)
 AW3984
 AW3984                          SUPERSEDED SURVEY CONTROL
 AW3984
 AW3984  NGVD 29 (??/??/92)    4.471  (m)           14.67   (f) ADJ UNCH    1 2
 AW3984
 AW3984.Superseded values are not recommended for survey control.
 AW3984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3984.See file dsdata.txt to determine how the superseded data were derived.
 AW3984
 AW3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN018453(NAD 83)
 AW3984_MARKER: DB = BENCH MARK DISK
 AW3984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3984_SP_SET: FOUNDATION
 AW3984_STAMPING: E 901 1944
 AW3984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3984
 AW3984  HISTORY     - Date     Condition        Report By
 AW3984  HISTORY     - 1944     MONUMENTED       CGS
 AW3984  HISTORY     - 1959     GOOD             NGS
 AW3984  HISTORY     - 1964     GOOD             NGS
 AW3984  HISTORY     - 19900804 MARK NOT FOUND   USPSQD
 AW3984  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW3984
 AW3984                          STATION DESCRIPTION
 AW3984
 AW3984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3984'4.15 MI SW FROM HITCHCOCK.
 AW3984'1.6 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AW3984'FROM THE STATION AT HITCHCOCK, THENCE ABOUT 2.0 MILES SOUTH ALONG A
 AW3984'PAVED ROAD TO THE ABANDONED HITCHCOCK NAVAL AIR STATION, THENCE ABOUT
 AW3984'0.45 MILE SOUTH-SOUTHEAST ACROSS AN ABANDONED PAVED AIRSTRIP, THENCE
 AW3984'ABOUT 0.1 MILE SOUTH-SOUTHEAST ALONG A PAVED ROAD, SET VERTICALLY IN
 AW3984'THE WEST FACE OF THE CONCRETE FOUNDATION OF AN ABANDONED CONTROL
 AW3984'TOWER, 4 INCHES SOUTH OF THE NORTHWEST CORNER, 38 FEET SOUTHWEST OF
 AW3984'THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT ABOVE THE GROUND.
 AW3984
 AW3984                          STATION RECOVERY (1964)
 AW3984
 AW3984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3984'RECOVERED IN GOOD CONDITION.
 AW3984
 AW3984                          STATION RECOVERY (1990)
 AW3984
 AW3984'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW3984'MARK NOT FOUND.
 AW3984
 AW3984                          STATION RECOVERY (1994)
 AW3984
 AW3984'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0533 ***********************************************************************
 DN0533  DESIGNATION -  E 902
 DN0533  PID         -  DN0533
 DN0533  STATE/COUNTY-  TX/GRAYSON
 DN0533  USGS QUAD   -  SHERMAN NW (1974)
 DN0533
 DN0533                         *CURRENT SURVEY CONTROL
 DN0533  ___________________________________________________________________
 DN0533* NAD 83(1986)-  33 44 01.     (N)    096 39 53.     (W)     SCALED    
 DN0533* NAVD 88     -       213.114  (meters)     699.19   (feet)  ADJUSTED  
 DN0533  ___________________________________________________________________
 DN0533  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DN0533  DYNAMIC HT  -         212.884 (meters)     698.44  (feet)  COMP
 DN0533  MODELED GRAV-     979,553.2   (mgal)                       NAVD 88
 DN0533
 DN0533  VERT ORDER  -  SECOND    CLASS 0
 DN0533
 DN0533.The horizontal coordinates were scaled from a topographic map and have
 DN0533.an estimated accuracy of +/- 6 seconds.
 DN0533
 DN0533.The orthometric height was determined by differential leveling
 DN0533.and adjusted by the National Geodetic Survey in June 1991..
 DN0533
 DN0533.The geoid height was determined by GEOID03.
 DN0533
 DN0533.The dynamic height is computed by dividing the NAVD 88
 DN0533.geopotential number by the normal gravity value computed on the
 DN0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0533.degrees latitude (g = 980.6199 gals.).
 DN0533
 DN0533.The modeled gravity was interpolated from observed gravity values.
 DN0533
 DN0533;                    North         East    Units  Estimated Accuracy
 DN0533;SPC TXNC     - 2,230,700.      770,060.      MT  (+/- 180 meters Scaled)
 DN0533
 DN0533                          SUPERSEDED SURVEY CONTROL
 DN0533
 DN0533  NGVD 29 (??/??/92)  213.077  (m)          699.07   (f) ADJ UNCH    2 0
 DN0533
 DN0533.Superseded values are not recommended for survey control.
 DN0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0533.See file dsdata.txt to determine how the superseded data were derived.
 DN0533
 DN0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC163350(NAD 83)
 DN0533_MARKER: DB = BENCH MARK DISK
 DN0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0533_STAMPING: E 902 1945
 DN0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0533+STABILITY: SURFACE MOTION
 DN0533
 DN0533  HISTORY     - Date     Condition        Report By
 DN0533  HISTORY     - 1945     MONUMENTED       CGS
 DN0533  HISTORY     - 1956     GOOD             AMS
 DN0533
 DN0533                          STATION DESCRIPTION
 DN0533
 DN0533'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1956
 DN0533'2.0 MI S FROM POTTSBORO.
 DN0533'2.0 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0533'THE STATION AT POTTSBORO, GRAYSON COUNTY, AT THE CENTER OF A DEEP CUT,
 DN0533'45 FEET SOUTHWEST AND 0.05 FEET OF THE CENTERLINE AND INTERSECTION
 DN0533'NORTH AND SOUTH ROAD AND T DRIVE EAST, 37 FEET WEST AND 0.80 FEET OF
 DN0533'THE CENTERLINE OF NORTH AND SOUTH ROAD, 25 FEET SOUTH AND 0.00 FEET OF
 DN0533'THE CENTERLINE OF EAST WEST DRIVE, 55 FEET EAST-SOUTHEAST AND 1.75
 DN0533'FEET OF THE CENTERLINE RAILROAD TRACK AND EAST WEST DRIVE, 1 FOOT EAST
 DN0533'AND 0.60 FEET OF THE NORTH AND SOUTH FENCE. A STANDARD DISK, STAMPED E
 DN0533'902 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 DN0533'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0360 ***********************************************************************
 DO0360  DESIGNATION -  E 903
 DO0360  PID         -  DO0360
 DO0360  STATE/COUNTY-  TX/WICHITA
 DO0360  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0360
 DO0360                         *CURRENT SURVEY CONTROL
 DO0360  ___________________________________________________________________
 DO0360* NAD 83(1986)-  33 58 49.     (N)    098 30 37.     (W)     SCALED    
 DO0360* NAVD 88     -       314.241  (meters)    1030.97   (feet)  ADJUSTED  
 DO0360  ___________________________________________________________________
 DO0360  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DO0360  DYNAMIC HT  -         313.898 (meters)    1029.85  (feet)  COMP
 DO0360  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 DO0360
 DO0360  VERT ORDER  -  SECOND    CLASS 0
 DO0360
 DO0360.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0360
 DO0360.The horizontal coordinates were scaled from a topographic map and have
 DO0360.an estimated accuracy of +/- 6 seconds.
 DO0360
 DO0360.The orthometric height was determined by differential leveling
 DO0360.and adjusted by the National Geodetic Survey in June 1991..
 DO0360
 DO0360.The geoid height was determined by GEOID03.
 DO0360
 DO0360.The dynamic height is computed by dividing the NAVD 88
 DO0360.geopotential number by the normal gravity value computed on the
 DO0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0360.degrees latitude (g = 980.6199 gals.).
 DO0360
 DO0360.The modeled gravity was interpolated from observed gravity values.
 DO0360
 DO0360;                    North         East    Units  Estimated Accuracy
 DO0360;SPC TXNC     - 2,256,570.      599,050.      MT  (+/- 180 meters Scaled)
 DO0360
 DO0360                          SUPERSEDED SURVEY CONTROL
 DO0360
 DO0360  NGVD 29 (??/??/92)  314.140  (m)         1030.64   (f) ADJ UNCH    2 0
 DO0360
 DO0360.Superseded values are not recommended for survey control.
 DO0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0360.See file dsdata.txt to determine how the superseded data were derived.
 DO0360
 DO0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC452600(NAD 83)
 DO0360_MARKER: DB = BENCH MARK DISK
 DO0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0360_SP_SET: BRICK WALL
 DO0360_STAMPING: E 903 1945
 DO0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0360
 DO0360  HISTORY     - Date     Condition        Report By
 DO0360  HISTORY     - 1945     MONUMENTED       CGS
 DO0360  HISTORY     - 1984     GOOD             NGS
 DO0360  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0360
 DO0360                          STATION DESCRIPTION
 DO0360
 DO0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DO0360'5.5 MI NW FROM WICHITA FALLS.
 DO0360'5.5 MILES NORTHWEST AT SHEPPARD FIELD, IN THE NORTH FACE OF THE NIGHT
 DO0360'LIGHTING BUILDING, 12.8 FEET WEST OF THE CENTER OF THE WEST SIDE OF
 DO0360'THE CONTROL TOWER, 2.5 FEET WEST OF THE NORTHEAST CORNER OF THE
 DO0360'BUILDING AND 3.5 FEET ABOVE GROUND.  A BRONZE DISK STAMPED E 903 1945
 DO0360'SET VERTICALLY IN A DRILL HOLE IN BRICK WALL.
 DO0360
 DO0360                          STATION RECOVERY (1984)
 DO0360
 DO0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0360'RECOVERED IN GOOD CONDITION.
 DO0360
 DO0360                          STATION RECOVERY (2001)
 DO0360
 DO0360'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0454 ***********************************************************************
 CC0454  DESIGNATION -  E 904
 CC0454  PID         -  CC0454
 CC0454  STATE/COUNTY-  TX/REEVES
 CC0454  USGS QUAD   -  PECOS WEST (1981)
 CC0454
 CC0454                         *CURRENT SURVEY CONTROL
 CC0454  ___________________________________________________________________
 CC0454* NAD 83(1986)-  31 23 55.     (N)    103 30 37.     (W)     SCALED    
 CC0454* NAVD 88     -       792.663  (meters)    2600.60   (feet)  POSTED    
 CC0454  ___________________________________________________________________
 CC0454  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CC0454  DYNAMIC HT  -         791.510 (meters)    2596.81  (feet)  COMP
 CC0454  MODELED GRAV-     979,156.6   (mgal)                       NAVD 88
 CC0454
 CC0454  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CC0454
 CC0454.The horizontal coordinates were scaled from a topographic map and have
 CC0454.an estimated accuracy of +/- 6 seconds.
 CC0454
 CC0454.The orthometric height was determined by differential leveling
 CC0454.and adjusted by the National Geodetic Survey in 1992..
 CC0454.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CC0454.rate of 2.1 thru 3.0 mm/km.
 CC0454
 CC0454.The geoid height was determined by GEOID03.
 CC0454
 CC0454.The dynamic height is computed by dividing the NAVD 88
 CC0454.geopotential number by the normal gravity value computed on the
 CC0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0454.degrees latitude (g = 980.6199 gals.).
 CC0454
 CC0454.The modeled gravity was interpolated from observed gravity values.
 CC0454
 CC0454;                    North         East    Units  Estimated Accuracy
 CC0454;SPC TX C     - 3,196,310.      397,930.      MT  (+/- 180 meters Scaled)
 CC0454
 CC0454                          SUPERSEDED SURVEY CONTROL
 CC0454
 CC0454  NGVD 29 (??/??/92)  792.560  (m)         2600.26   (f) ADJ UNCH    1 2
 CC0454
 CC0454.Superseded values are not recommended for survey control.
 CC0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0454.See file dsdata.txt to determine how the superseded data were derived.
 CC0454
 CC0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ416747(NAD 83)
 CC0454_MARKER: DB = BENCH MARK DISK
 CC0454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0454_SP_SET: FOUNDATION
 CC0454_STAMPING: E 904 1945
 CC0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0454
 CC0454  HISTORY     - Date     Condition        Report By
 CC0454  HISTORY     - 1945     MONUMENTED       CGS
 CC0454  HISTORY     - 1966     POOR             NGS
 CC0454  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0454
 CC0454                          STATION DESCRIPTION
 CC0454
 CC0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CC0454'5.4 MI S FROM PECOS.
 CC0454'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0454'THENCE 2.9 MILES SOUTH ALONG STATE HIGHWAY 17, THENCE 0.7 MILES EAST
 CC0454'ALONG FARM ROAD 761, THENCE 0.2 MILES SOUTH ON A PAVED ROAD, 70 FEET
 CC0454'WEST OF THE CENTERLINE OF THE ROAD, SET IN THE TOP OF THE EAST END OF
 CC0454'THE CONCRETE FOUNDATION, AT THE EAST END OF A LARGE SLIDING DOOR OF
 CC0454'THE FIRST HANGAR SOUTH OF THE FARM ROAD.  NOTE-- THE STAMPING ON THIS
 CC0454'MARK IS ALMOST OBLITERATED.
 CC0454
 CC0454                          STATION RECOVERY (1981)
 CC0454
 CC0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0454'NOTE=THE HANGAR HAS BURNED DOWN AND A THOROUGH SEARCH REVEALED NO
 CC0454'EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0256 ***********************************************************************
 CC0256  DESIGNATION -  E 905
 CC0256  PID         -  CC0256
 CC0256  STATE/COUNTY-  TX/WARD
 CC0256  USGS QUAD   -  PYOTE EAST (1981)
 CC0256
 CC0256                         *CURRENT SURVEY CONTROL
 CC0256  ___________________________________________________________________
 CC0256* NAD 83(1986)-  31 32 38.     (N)    103 04 48.     (W)     SCALED    
 CC0256* NAVD 88     -       797.870  (meters)    2617.68   (feet)  ADJUSTED  
 CC0256  ___________________________________________________________________
 CC0256  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CC0256  DYNAMIC HT  -         796.740 (meters)    2613.97  (feet)  COMP
 CC0256  MODELED GRAV-     979,197.8   (mgal)                       NAVD 88
 CC0256
 CC0256  VERT ORDER  -  FIRST     CLASS II
 CC0256
 CC0256.The horizontal coordinates were scaled from a topographic map and have
 CC0256.an estimated accuracy of +/- 6 seconds.
 CC0256
 CC0256.The orthometric height was determined by differential leveling
 CC0256.and adjusted by the National Geodetic Survey in June 1991..
 CC0256
 CC0256.The geoid height was determined by GEOID03.
 CC0256
 CC0256.The dynamic height is computed by dividing the NAVD 88
 CC0256.geopotential number by the normal gravity value computed on the
 CC0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0256.degrees latitude (g = 980.6199 gals.).
 CC0256
 CC0256.The modeled gravity was interpolated from observed gravity values.
 CC0256
 CC0256;                    North         East    Units  Estimated Accuracy
 CC0256;SPC TX C     - 3,211,320.      439,230.      MT  (+/- 180 meters Scaled)
 CC0256
 CC0256                          SUPERSEDED SURVEY CONTROL
 CC0256
 CC0256  NGVD 29 (??/??/92)  797.558  (m)         2616.65   (f) ADJ UNCH    1 2
 CC0256
 CC0256.Superseded values are not recommended for survey control.
 CC0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0256.See file dsdata.txt to determine how the superseded data were derived.
 CC0256
 CC0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ822914(NAD 83)
 CC0256_MARKER: DB = BENCH MARK DISK
 CC0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0256_SP_SET: CONCRETE BASE
 CC0256_STAMPING: E 905 1945
 CC0256_MARK LOGO: CGS   
 CC0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0256
 CC0256  HISTORY     - Date     Condition        Report By
 CC0256  HISTORY     - 1945     MONUMENTED       CGS
 CC0256  HISTORY     - 1956     GOOD             NGS
 CC0256  HISTORY     - 1981     GOOD             NGS
 CC0256
 CC0256                          STATION DESCRIPTION
 CC0256
 CC0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0256'2.8 MI E FROM PYOTE.
 CC0256'2.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CC0256'PYOTE, WARD COUNTY, AT SEMAPHORE 621.0, IN THE TOP OF THE SOUTHWEST
 CC0256'CORNER OF THE CONCRETE BASE, 10 FEET SOUTH OF THE CENTERLINE OF THE
 CC0256'TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  AN IRON BENCH-MARK
 CC0256'DISK.
 CC0256
 CC0256                          STATION RECOVERY (1981)
 CC0256
 CC0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0256'20.4 KM (12.7 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 CC0256'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 1 POLE NORTHEAST
 CC0256'OF MILE POST 621, IN TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 CC0256'BASE OF AN ABANDONED SEMAPHORE, 33.8 METERS (111.0 FT) NORTH-NORTHWEST
 CC0256'OF THE CENTERLINE OF U.S. HIGHWAY 80, AND 2.4 METERS (8.0 FT)
 CC0256'SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0256'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0082 ***********************************************************************
 EN0082  DESIGNATION -  E 906
 EN0082  PID         -  EN0082
 EN0082  STATE/COUNTY-  TX/CHILDRESS
 EN0082  USGS QUAD   -  CAREY (1981)
 EN0082
 EN0082                         *CURRENT SURVEY CONTROL
 EN0082  ___________________________________________________________________
 EN0082* NAD 83(1986)-  34 25 30.     (N)    100 16 12.     (W)     SCALED    
 EN0082* NAVD 88     -       596.308  (meters)    1956.39   (feet)  ADJUSTED  
 EN0082  ___________________________________________________________________
 EN0082  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 EN0082  DYNAMIC HT  -         595.625 (meters)    1954.15  (feet)  COMP
 EN0082  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 EN0082
 EN0082  VERT ORDER  -  FIRST     CLASS II
 EN0082
 EN0082.The horizontal coordinates were scaled from a topographic map and have
 EN0082.an estimated accuracy of +/- 6 seconds.
 EN0082
 EN0082.The orthometric height was determined by differential leveling
 EN0082.and adjusted by the National Geodetic Survey in June 1991..
 EN0082
 EN0082.The geoid height was determined by GEOID03.
 EN0082
 EN0082.The dynamic height is computed by dividing the NAVD 88
 EN0082.geopotential number by the normal gravity value computed on the
 EN0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0082.degrees latitude (g = 980.6199 gals.).
 EN0082
 EN0082.The modeled gravity was interpolated from observed gravity values.
 EN0082
 EN0082;                    North         East    Units  Estimated Accuracy
 EN0082;SPC TX N     - 1,047,850.      313,070.      MT  (+/- 180 meters Scaled)
 EN0082
 EN0082                          SUPERSEDED SURVEY CONTROL
 EN0082
 EN0082  NGVD 29 (??/??/92)  596.004  (m)         1955.39   (f) ADJ UNCH    1 2
 EN0082
 EN0082.Superseded values are not recommended for survey control.
 EN0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0082.See file dsdata.txt to determine how the superseded data were derived.
 EN0082
 EN0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD833100(NAD 83)
 EN0082_MARKER: DB = BENCH MARK DISK
 EN0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0082_STAMPING: E 906 1945
 EN0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0082+STABILITY: SURFACE MOTION
 EN0082
 EN0082  HISTORY     - Date     Condition        Report By
 EN0082  HISTORY     - 1945     MONUMENTED       CGS
 EN0082  HISTORY     - 1966     GOOD             USGS
 EN0082  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0082
 EN0082                          STATION DESCRIPTION
 EN0082
 EN0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EN0082'3.6 MI W FROM CHILDRESS.
 EN0082'TO REACH FROM THE F.W. AND DC. RY. STATION AT CHILDRESS GO 2 BLOCKS
 EN0082'SOUTH THENCE WEST 1.2 MILES ALONG STATE HIGHWAY NO. 146, THENCE WEST
 EN0082'2.4 MILES ALONG WAR HIGHWAY NO. 16 TO SITE OF MARK, BENCH MARK IS AT
 EN0082'THE SOUTH AND MAIN GATE TO THE CHILDRESS ARMY AIR FIELD, ABOUT 1.0
 EN0082'MILE SOUTHEAST OF THE CONTROL TOWER, 76.0 FEET NORTH OF AND ABOUT
 EN0082'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 51.0 FEET NORTH OF THE
 EN0082'NORTHEAST CORNER OF THE GATEHOUSE, 12.5 FEET NORTHWEST OF A POWER
 EN0082'POLE, 1.0 FOOT WEST OF THE MILITARY RESERVATION FENCE LINE AND 1.5
 EN0082'FEET SOUTH OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED E 906 1945
 EN0082'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE
 EN0082'GROUND.
 EN0082
 EN0082                          STATION RECOVERY (1966)
 EN0082
 EN0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EN0082'RECOVERED IN GOOD CONDITION.
 EN0082
 EN0082                          STATION RECOVERY (1984)
 EN0082
 EN0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2086 ***********************************************************************
 CS2086  DESIGNATION -  E 907
 CS2086  PID         -  CS2086
 CS2086  STATE/COUNTY-  TX/JOHNSON
 CS2086  USGS QUAD   -  GRANDVIEW (1978)
 CS2086
 CS2086                         *CURRENT SURVEY CONTROL
 CS2086  ___________________________________________________________________
 CS2086* NAD 83(1986)-  32 16 20.     (N)    097 10 08.     (W)     SCALED    
 CS2086* NAVD 88     -       202.004  (meters)     662.74   (feet)  ADJUSTED  
 CS2086  ___________________________________________________________________
 CS2086  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CS2086  DYNAMIC HT  -         201.759 (meters)     661.94  (feet)  COMP
 CS2086  MODELED GRAV-     979,423.8   (mgal)                       NAVD 88
 CS2086
 CS2086  VERT ORDER  -  SECOND    CLASS 0
 CS2086
 CS2086.The horizontal coordinates were scaled from a topographic map and have
 CS2086.an estimated accuracy of +/- 6 seconds.
 CS2086
 CS2086.The orthometric height was determined by differential leveling
 CS2086.and adjusted by the National Geodetic Survey in June 1991..
 CS2086
 CS2086.The geoid height was determined by GEOID03.
 CS2086
 CS2086.The dynamic height is computed by dividing the NAVD 88
 CS2086.geopotential number by the normal gravity value computed on the
 CS2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2086.degrees latitude (g = 980.6199 gals.).
 CS2086
 CS2086.The modeled gravity was interpolated from observed gravity values.
 CS2086
 CS2086;                    North         East    Units  Estimated Accuracy
 CS2086;SPC TXNC     - 2,067,950.      725,400.      MT  (+/- 180 meters Scaled)
 CS2086
 CS2086                          SUPERSEDED SURVEY CONTROL
 CS2086
 CS2086  NGVD 29 (??/??/92)  201.972  (m)          662.64   (f) ADJ UNCH    2 0
 CS2086
 CS2086.Superseded values are not recommended for survey control.
 CS2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2086.See file dsdata.txt to determine how the superseded data were derived.
 CS2086
 CS2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA724720(NAD 83)
 CS2086_MARKER: DB = BENCH MARK DISK
 CS2086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2086_SP_SET: CULVERT
 CS2086_STAMPING: E 907 1946
 CS2086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2086
 CS2086  HISTORY     - Date     Condition        Report By
 CS2086  HISTORY     - 1946     MONUMENTED       CGS
 CS2086  HISTORY     - 1947     GOOD             NGS
 CS2086  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 CS2086  HISTORY     - 19990608 MARK NOT FOUND   USPSQD
 CS2086
 CS2086                          STATION DESCRIPTION
 CS2086
 CS2086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS2086'0.8 MI NE FROM GRANDVIEW.
 CS2086'0.8 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE RAILROAD STATION AT
 CS2086'GRANDVIEW, ABOUT 300 FEET SOUTH OF A LARGE YELLOW FARM HOUSE, 21 FEET
 CS2086'EAST OF A TELEPHONE POLE, 12 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CS2086'ROAD.  A BRONZE DISK SET IN THE TOP OF THE NORTHWEST END OF THE
 CS2086'SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
 CS2086
 CS2086                          STATION RECOVERY (1994)
 CS2086
 CS2086'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2086'MARK NOT FOUND.
 CS2086
 CS2086                          STATION RECOVERY (1999)
 CS2086
 CS2086'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0727 ***********************************************************************
 AN0727  DESIGNATION -  E 909
 AN0727  PID         -  AN0727
 AN0727  STATE/COUNTY-  TX/VICTORIA
 AN0727  USGS QUAD   -  VICTORIA EAST (1995)
 AN0727
 AN0727                         *CURRENT SURVEY CONTROL
 AN0727  ___________________________________________________________________
 AN0727* NAD 83(1986)-  28 50 19.     (N)    096 54 52.     (W)     SCALED    
 AN0727* NAVD 88     -        29.68   (+/-2cm)      97.4    (feet)  VERTCON   
 AN0727  ___________________________________________________________________
 AN0727  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0727
 AN0727  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0727
 AN0727.This mark is at Victoria Reg (VCT) Airport (VCT)
 AN0727
 AN0727.The horizontal coordinates were scaled from a topographic map and have
 AN0727.an estimated accuracy of +/- 6 seconds.
 AN0727
 AN0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0727.The vertical order pertains to the NGVD 29 superseded value.
 AN0727
 AN0727.The geoid height was determined by GEOID03.
 AN0727
 AN0727;                    North         East    Units  Estimated Accuracy
 AN0727;SPC TXSC     - 4,113,230.      803,500.      MT  (+/- 180 meters Scaled)
 AN0727
 AN0727                          SUPERSEDED SURVEY CONTROL
 AN0727
 AN0727  NGVD 29 (??/??/92)   29.76   (m)           97.6    (f) COMPUTED    2 0
 AN0727
 AN0727.Superseded values are not recommended for survey control.
 AN0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0727.See file dsdata.txt to determine how the superseded data were derived.
 AN0727
 AN0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS034918(NAD 83)
 AN0727_MARKER: DB = BENCH MARK DISK
 AN0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0727_SP_SET: FOUNDATION
 AN0727_STAMPING: E 909 1944
 AN0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0727
 AN0727  HISTORY     - Date     Condition        Report By
 AN0727  HISTORY     - 1944     MONUMENTED       CGS
 AN0727  HISTORY     - 1971     GOOD             NGS
 AN0727
 AN0727                          STATION DESCRIPTION
 AN0727
 AN0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AN0727'5.6 MI NE FROM VICTORIA.
 AN0727'ABOUT 6.3 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AN0727'FROM THE STATION AT VICTORIA, VICTORIA COUNTY, AT THE NORTHEAST OR
 AN0727'MAIN ENTRANCE TO FOSTER FIELD, 40 FEET NORTH OF THE CENTER LINE OF
 AN0727'U.S. HIGHWAY 59, AT THE SENTRY BOX, AND IN THE CONCRETE FOUNDATION
 AN0727'NEAR THE NORTHEAST CORNER.  A STANDARD DISK, STAMPED E 909 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0728 ***********************************************************************
 AN0728  DESIGNATION -  E 909 RESET 1971
 AN0728  PID         -  AN0728
 AN0728  STATE/COUNTY-  TX/VICTORIA
 AN0728  USGS QUAD   -  VICTORIA EAST (1995)
 AN0728
 AN0728                         *CURRENT SURVEY CONTROL
 AN0728  ___________________________________________________________________
 AN0728* NAD 83(1986)-  28 50 17.     (N)    096 54 51.     (W)     SCALED    
 AN0728* NAVD 88     -        29.03   (+/-2cm)      95.2    (feet)  VERTCON   
 AN0728  ___________________________________________________________________
 AN0728  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0728
 AN0728  VERT ORDER  -  THIRD (See Below)
 AN0728
 AN0728.The horizontal coordinates were scaled from a topographic map and have
 AN0728.an estimated accuracy of +/- 6 seconds.
 AN0728
 AN0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0728.The vertical order pertains to the NGVD 29 superseded value.
 AN0728
 AN0728.The geoid height was determined by GEOID03.
 AN0728
 AN0728;                    North         East    Units  Estimated Accuracy
 AN0728;SPC TXSC     - 4,113,170.      803,530.      MT  (+/- 180 meters Scaled)
 AN0728
 AN0728                          SUPERSEDED SURVEY CONTROL
 AN0728
 AN0728  NGVD 29 (01/29/03)   29.11   (m)           95.5    (f) RESET       3  
 AN0728
 AN0728.Superseded values are not recommended for survey control.
 AN0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0728.See file dsdata.txt to determine how the superseded data were derived.
 AN0728
 AN0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS035918(NAD 83)
 AN0728_MARKER: DB = BENCH MARK DISK
 AN0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0728_STAMPING: E 909 RESET 1971
 AN0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0728+STABILITY: SURFACE MOTION
 AN0728
 AN0728  HISTORY     - Date     Condition        Report By
 AN0728  HISTORY     - 1971     MONUMENTED       NGS
 AN0728
 AN0728                          STATION DESCRIPTION
 AN0728
 AN0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AN0728'5.6 MI NE FROM VICTORIA.
 AN0728'NORTHEAST ALONG U.S. HWY. 59 FROM THE INTERSECTION OF U.S. HWY. 77 IN
 AN0728'VICTORIA FOR 5.6 MILES TO THE ENTRANCE TO THE NAVAL RESERVE STATION ON
 AN0728'THE LEFT AND MARK ON THE RIGHT, 91 FEET EAST OF THE INTERSECTION OF
 AN0728'MAIN RAILROAD TRACKS AND A SPUR-LINE, 43.8 FEET EAST OF THE EAST TRACK
 AN0728'OF THE MAIN LINE, 11.2 FEET EAST OF A LONE TELEPHONE POLE WITH SIGN
 AN0728'READING 85, 2.3 FEET NORTH OF THE EYE OF A GUY-WIRE ROD, 1.4 FEET
 AN0728'NORTH OF A METAL WITNESS POST, 1 FOOT NORTHWEST OF FENCE-LINE, A ROUND
 AN0728'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2453 ***********************************************************************
 BX2453  DESIGNATION -  E 91
 BX2453  PID         -  BX2453
 BX2453  STATE/COUNTY-  TX/JASPER
 BX2453  USGS QUAD   -  HARRISBURG (1984)
 BX2453
 BX2453                         *CURRENT SURVEY CONTROL
 BX2453  ___________________________________________________________________
 BX2453* NAD 83(1986)-  31 00 03.     (N)    093 58 28.     (W)     SCALED    
 BX2453* NAVD 88     -        91.79   (+/-2cm)     301.1    (feet)  VERTCON   
 BX2453  ___________________________________________________________________
 BX2453  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BX2453
 BX2453  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2453
 BX2453.The horizontal coordinates were scaled from a topographic map and have
 BX2453.an estimated accuracy of +/- 6 seconds.
 BX2453
 BX2453.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2453.The vertical order pertains to the NGVD 29 superseded value.
 BX2453
 BX2453.The geoid height was determined by GEOID03.
 BX2453
 BX2453;                    North         East    Units  Estimated Accuracy
 BX2453;SPC TX C     - 3,165,250.    1,306,890.      MT  (+/- 180 meters Scaled)
 BX2453
 BX2453                          SUPERSEDED SURVEY CONTROL
 BX2453
 BX2453  NGVD 29 (??/??/??)   91.789  (m)          301.14   (f) ADJUSTED    1 2
 BX2453
 BX2453.Superseded values are not recommended for survey control.
 BX2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2453.See file dsdata.txt to determine how the superseded data were derived.
 BX2453
 BX2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ069301(NAD 83)
 BX2453_MARKER: DB = BENCH MARK DISK
 BX2453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2453_STAMPING: E 91 1932
 BX2453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2453
 BX2453  HISTORY     - Date     Condition        Report By
 BX2453  HISTORY     - 1932     MONUMENTED       GCSFRC
 BX2453  HISTORY     - 1943     MARK NOT FOUND   CGS
 BX2453  HISTORY     - 1943     GOOD             USGS
 BX2453  HISTORY     - 1952     GOOD             CGS
 BX2453
 BX2453                          STATION DESCRIPTION
 BX2453
 BX2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BX2453'MARK NOT FOUND.
 BX2453
 BX2453                          STATION RECOVERY (1943)
 BX2453
 BX2453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 BX2453'7.3 MILES NORTH ALONG THE AT AND SF RAILWAY FROM THE STATION AT
 BX2453'JASPER, JASPER COUNTY, 135 FEET SOUTH OF WOODEN CULVERT 81 A, 50.4
 BX2453'FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 BX2453'POST. A STANDARD DISK, STAMPED F 91 1932 AND SET IN THE TOP OF A
 BX2453'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 BX2453
 BX2453                          STATION RECOVERY (1952)
 BX2453
 BX2453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 BX2453'7.3 MI N FROM JASPER.
 BX2453'7.3 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BX2453'THE STATION AT JASPER, 2 1/2 POLES NORTH OF MILEPOST 81, 177 FEET EAST
 BX2453'OF THE CENTER LINE OF A WOODS ROAD, 135 FEET SOUTH OF WOODEN CULVERT
 BX2453'81 A, 50.4 FEET WEST OF THE WEST RAIL, 34.5 FEET SOUTHWEST OF A
 BX2453'TELEPHONE POLE, 1.9 FEET WEST OF A FENCE, 1 FOOT EAST OF A WITNESS
 BX2453'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 BX2453'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1183 ***********************************************************************
 CS1183  DESIGNATION -  E 911
 CS1183  PID         -  CS1183
 CS1183  STATE/COUNTY-  TX/DALLAS
 CS1183  USGS QUAD   -  DALLAS (1981)
 CS1183
 CS1183                         *CURRENT SURVEY CONTROL
 CS1183  ___________________________________________________________________
 CS1183* NAD 83(1986)-  32 47 02.     (N)    096 48 36.     (W)     SCALED    
 CS1183* NAVD 88     -       127.853  (meters)     419.46   (feet)  ADJUSTED  
 CS1183  ___________________________________________________________________
 CS1183  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CS1183  DYNAMIC HT  -         127.707 (meters)     418.99  (feet)  COMP
 CS1183  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 CS1183
 CS1183  VERT ORDER  -  FIRST     CLASS II
 CS1183
 CS1183.The horizontal coordinates were scaled from a topographic map and have
 CS1183.an estimated accuracy of +/- 6 seconds.
 CS1183
 CS1183.The orthometric height was determined by differential leveling
 CS1183.and adjusted by the National Geodetic Survey in June 1991..
 CS1183
 CS1183.The geoid height was determined by GEOID03.
 CS1183
 CS1183.The dynamic height is computed by dividing the NAVD 88
 CS1183.geopotential number by the normal gravity value computed on the
 CS1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1183.degrees latitude (g = 980.6199 gals.).
 CS1183
 CS1183.The modeled gravity was interpolated from observed gravity values.
 CS1183
 CS1183;                    North         East    Units  Estimated Accuracy
 CS1183;SPC TXNC     - 2,125,160.      758,300.      MT  (+/- 180 meters Scaled)
 CS1183
 CS1183                          SUPERSEDED SURVEY CONTROL
 CS1183
 CS1183  NGVD 29 (??/??/92)  127.868  (m)          419.51   (f) ADJ UNCH    1 2
 CS1183
 CS1183.Superseded values are not recommended for survey control.
 CS1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1183.See file dsdata.txt to determine how the superseded data were derived.
 CS1183
 CS1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB050294(NAD 83)
 CS1183_MARKER: DB = BENCH MARK DISK
 CS1183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1183_SP_SET: ABUTMENT
 CS1183_STAMPING: E 911 1945
 CS1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1183
 CS1183  HISTORY     - Date     Condition        Report By
 CS1183  HISTORY     - 1945     MONUMENTED       CGS
 CS1183  HISTORY     - 1947     GOOD             NGS
 CS1183  HISTORY     - 1958     GOOD             NGS
 CS1183  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1183  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1183
 CS1183                          STATION DESCRIPTION
 CS1183
 CS1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1183'IN DALLAS.
 CS1183'AT DALLAS, ON THE ST. LOUIS AND SOUTHWESTERN RAILROAD, ABOUT 0.6 MILE
 CS1183'NORTHWEST OF UNION STATION, ABOUT FOUR POLES SOUTHEAST OF MILE POST
 CS1183'610-35, AT THE LAMAR STREET UNDERPASS, 10.0 FEET SOUTHWEST OF AND
 CS1183'ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK, ON TOP OF THE SOUTHWEST
 CS1183'END OF THE SOUTH EAST CONCRETE ABUTEMENT.  AN IRON DISK SET IN A DRILL
 CS1183'HOLE IN CONCRETE.
 CS1183
 CS1183                          STATION RECOVERY (1958)
 CS1183
 CS1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1183'RECOVERED IN GOOD CONDITION.
 CS1183
 CS1183                          STATION RECOVERY (1986)
 CS1183
 CS1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1183'MARK NOT FOUND.
 CS1183
 CS1183                          STATION RECOVERY (2000)
 CS1183
 CS1183'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1391 ***********************************************************************
 AN1391  DESIGNATION -  E 912
 AN1391  PID         -  AN1391
 AN1391  STATE/COUNTY-  TX/ARANSAS
 AN1391  USGS QUAD   -  ROCKPORT (1979)
 AN1391
 AN1391                         *CURRENT SURVEY CONTROL
 AN1391  ___________________________________________________________________
 AN1391* NAD 83(1986)-  28 05 22.     (N)    097 02 40.     (W)     SCALED    
 AN1391* NAVD 88     -         6.65   (+/-2cm)      21.8    (feet)  VERTCON   
 AN1391  ___________________________________________________________________
 AN1391  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN1391
 AN1391  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1391
 AN1391.This mark is at Aransas Co (RKP) Airport (RKP)
 AN1391
 AN1391.The horizontal coordinates were scaled from a topographic map and have
 AN1391.an estimated accuracy of +/- 6 seconds.
 AN1391
 AN1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1391.The vertical order pertains to the NGVD 29 superseded value.
 AN1391
 AN1391.The geoid height was determined by GEOID03.
 AN1391
 AN1391;                    North         East    Units  Estimated Accuracy
 AN1391;SPC TXSC     - 4,029,990.      792,200.      MT  (+/- 180 meters Scaled)
 AN1391
 AN1391                          SUPERSEDED SURVEY CONTROL
 AN1391
 AN1391  NGVD 29 (??/??/92)    6.788  (m)           22.27   (f) ADJ UNCH    2 0
 AN1391
 AN1391.Superseded values are not recommended for survey control.
 AN1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1391.See file dsdata.txt to determine how the superseded data were derived.
 AN1391
 AN1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS921086(NAD 83)
 AN1391_MARKER: DB = BENCH MARK DISK
 AN1391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1391_SP_SET: CONCRETE BASE
 AN1391_STAMPING: E 912 1945
 AN1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1391
 AN1391  HISTORY     - Date     Condition        Report By
 AN1391  HISTORY     - 1945     MONUMENTED       CGS
 AN1391  HISTORY     - 1987     GOOD             USPSQD
 AN1391  HISTORY     - 1988     GOOD             USPSQD
 AN1391  HISTORY     - 20051105 MARK NOT FOUND   USPSQD
 AN1391
 AN1391                          STATION DESCRIPTION
 AN1391
 AN1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AN1391'0.5 MI WSW FROM ARANSAS COUNTY AP.
 AN1391'AT ARANSAS COUNTY AIRPORT, ARANSAS COUNTY, 0.5 MILE WEST-SOUTHWEST
 AN1391'ALONG THE ACCESS ROAD AND TAXIWAY 1 FROM THE ENTRANCE, AT THE CONTROL
 AN1391'TOWER, AND IN THE CENTER OF THE SOLID CONCRETE BASE.  A STANDARD DISK,
 AN1391'STAMPED E 912 1945.
 AN1391
 AN1391                          STATION RECOVERY (1987)
 AN1391
 AN1391'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1391'RECOVERED IN GOOD CONDITION.
 AN1391
 AN1391                          STATION RECOVERY (1988)
 AN1391
 AN1391'RECOVERY NOTE BY US POWER SQUADRON 1988 (DL)
 AN1391'RECOVERED IN GOOD CONDITION.
 AN1391
 AN1391                          STATION RECOVERY (2005)
 AN1391
 AN1391'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AN1391'CONTROL TOWER AND BASE HAVE BEEN REMOVED.  AREA HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0431 ***********************************************************************
 FL0431  DESIGNATION -  E 913
 FL0431  PID         -  FL0431
 FL0431  STATE/COUNTY-  TX/GRAY
 FL0431  USGS QUAD   -  TAYLOR RANCH (1968)
 FL0431
 FL0431                         *CURRENT SURVEY CONTROL
 FL0431  ___________________________________________________________________
 FL0431* NAD 83(1986)-  35 15 39.     (N)    100 46 03.     (W)     SCALED    
 FL0431* NAVD 88     -       875.078  (meters)    2870.99   (feet)  ADJUSTED  
 FL0431  ___________________________________________________________________
 FL0431  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL0431  DYNAMIC HT  -         874.128 (meters)    2867.87  (feet)  COMP
 FL0431  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 FL0431
 FL0431  VERT ORDER  -  FIRST     CLASS II
 FL0431
 FL0431.The horizontal coordinates were scaled from a topographic map and have
 FL0431.an estimated accuracy of +/- 6 seconds.
 FL0431
 FL0431.The orthometric height was determined by differential leveling
 FL0431.and adjusted by the National Geodetic Survey in June 1991..
 FL0431
 FL0431.The geoid height was determined by GEOID03.
 FL0431
 FL0431.The dynamic height is computed by dividing the NAVD 88
 FL0431.geopotential number by the normal gravity value computed on the
 FL0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0431.degrees latitude (g = 980.6199 gals.).
 FL0431
 FL0431.The modeled gravity was interpolated from observed gravity values.
 FL0431
 FL0431;                    North         East    Units  Estimated Accuracy
 FL0431;SPC TX N     - 1,140,120.      266,650.      MT  (+/- 180 meters Scaled)
 FL0431
 FL0431                          SUPERSEDED SURVEY CONTROL
 FL0431
 FL0431  NGVD 29 (??/??/92)  874.724  (m)         2869.82   (f) ADJ UNCH    1 2
 FL0431
 FL0431.Superseded values are not recommended for survey control.
 FL0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0431.See file dsdata.txt to determine how the superseded data were derived.
 FL0431
 FL0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE392034(NAD 83)
 FL0431_MARKER: DB = BENCH MARK DISK
 FL0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0431_STAMPING: E 913 1955
 FL0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0431+STABILITY: SURFACE MOTION
 FL0431
 FL0431  HISTORY     - Date     Condition        Report By
 FL0431  HISTORY     - 1955     MONUMENTED       CGS
 FL0431
 FL0431                          STATION DESCRIPTION
 FL0431
 FL0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FL0431'4.2 MI NW FROM ALANREED.
 FL0431'4.2 MILES NORTHWEST ALONG FARM ROAD 291 FROM THE POST OFFICE AT
 FL0431'ALANREED, GRAY COUNTY, ON THE TOP OF A HILL, 38 FEET NORTHEAST OF THE
 FL0431'CENTERLINE OF THE FARM ROAD, 1.4 FEET SOUTHWEST OF A FENCE, AND 1.6
 FL0431'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 FL0431'STAMPED E 913 1955 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FL0431'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3404 ***********************************************************************
 CS3404  DESIGNATION -  E 914 RESET
 CS3404  PID         -  CS3404
 CS3404  STATE/COUNTY-  TX/HILL
 CS3404  USGS QUAD   -  HILLSBORO EAST (1978)
 CS3404
 CS3404                         *CURRENT SURVEY CONTROL
 CS3404  ___________________________________________________________________
 CS3404* NAD 83(1986)-  32 01 04.     (N)    097 03 34.     (W)     SCALED    
 CS3404* NAVD 88     -       246.40   (meters)     808.4    (feet)  RESET     
 CS3404  ___________________________________________________________________
 CS3404  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CS3404
 CS3404  VERT ORDER  -  THIRD
 CS3404
 CS3404.The horizontal coordinates were scaled from a topographic map and have
 CS3404.an estimated accuracy of +/- 6 seconds.
 CS3404
 CS3404.The orthometric height was computed from unverified reset data.
 CS3404
 CS3404.The geoid height was determined by GEOID03.
 CS3404
 CS3404;                    North         East    Units  Estimated Accuracy
 CS3404;SPC TXNC     - 2,039,870.      736,100.      MT  (+/- 180 meters Scaled)
 CS3404
 CS3404                          SUPERSEDED SURVEY CONTROL
 CS3404
 CS3404  NGVD 29 (01/29/03)  246.36   (m)          808.3    (f) RESET       3  
 CS3404
 CS3404.Superseded values are not recommended for survey control.
 CS3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3404.See file dsdata.txt to determine how the superseded data were derived.
 CS3404
 CS3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA832440(NAD 83)
 CS3404_MARKER: DV = VERTICAL CONTROL DISK
 CS3404_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS3404_SP_SET: CULVERT HEADWALL
 CS3404_STAMPING: E 914 RESET 1991
 CS3404_MARK LOGO: NGS   
 CS3404_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CS3404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3404+STABILITY: SURFACE MOTION
 CS3404
 CS3404  HISTORY     - Date     Condition        Report By
 CS3404  HISTORY     - 1991     MONUMENTED       TXHD
 CS3404  HISTORY     - 19990220 GOOD             USPSQD
 CS3404
 CS3404                          STATION DESCRIPTION
 CS3404
 CS3404'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1991
 CS3404'4.8 MILES (7.7 KM) EAST OF THE POST OFFICE IN HILLSBORO ALONG STATE
 CS3404'HIGHWAY NO. 22, 30 FEET (9.1 M) NORTH OF THE CENTER OF THE HIGHWAY,
 CS3404'24 FEET (7.3 M) EAST OF A COUNTY ROAD LEADING SOUTH, SET IN THE EAST
 CS3404'END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 CS3404
 CS3404                          STATION RECOVERY (1999)
 CS3404
 CS3404'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1265 ***********************************************************************
 AY1265  DESIGNATION -  E 915
 AY1265  PID         -  AY1265
 AY1265  STATE/COUNTY-  TX/MEDINA
 AY1265  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1265
 AY1265                         *CURRENT SURVEY CONTROL
 AY1265  ___________________________________________________________________
 AY1265* NAD 83(1986)-  29 21 04.     (N)    099 02 00.     (W)     SCALED    
 AY1265* NAVD 88     -       260.435  (meters)     854.44   (feet)  ADJUSTED  
 AY1265  ___________________________________________________________________
 AY1265  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AY1265  DYNAMIC HT  -         260.056 (meters)     853.20  (feet)  COMP
 AY1265  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AY1265
 AY1265  VERT ORDER  -  FIRST     CLASS II
 AY1265
 AY1265.The horizontal coordinates were scaled from a topographic map and have
 AY1265.an estimated accuracy of +/- 6 seconds.
 AY1265
 AY1265.The orthometric height was determined by differential leveling
 AY1265.and adjusted by the National Geodetic Survey in June 1991..
 AY1265
 AY1265.The geoid height was determined by GEOID03.
 AY1265
 AY1265.The dynamic height is computed by dividing the NAVD 88
 AY1265.geopotential number by the normal gravity value computed on the
 AY1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1265.degrees latitude (g = 980.6199 gals.).
 AY1265
 AY1265.The modeled gravity was interpolated from observed gravity values.
 AY1265
 AY1265;                    North         East    Units  Estimated Accuracy
 AY1265;SPC TXSC     - 4,168,210.      596,760.      MT  (+/- 180 meters Scaled)
 AY1265
 AY1265                          SUPERSEDED SURVEY CONTROL
 AY1265
 AY1265  NGVD 29 (??/??/92)  260.305  (m)          854.02   (f) ADJ UNCH    1 2
 AY1265
 AY1265.Superseded values are not recommended for survey control.
 AY1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1265.See file dsdata.txt to determine how the superseded data were derived.
 AY1265
 AY1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT967468(NAD 83)
 AY1265_MARKER: DB = BENCH MARK DISK
 AY1265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1265_SP_SET: FOUNDATION
 AY1265_STAMPING: E 915 1944
 AY1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1265
 AY1265  HISTORY     - Date     Condition        Report By
 AY1265  HISTORY     - 1944     MONUMENTED       CGS
 AY1265  HISTORY     - 1957     GOOD             NGS
 AY1265  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1265  HISTORY     - 19910614 MARK NOT FOUND   USPSQD
 AY1265  HISTORY     - 19950420 MARK NOT FOUND   USPSQD
 AY1265  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AY1265  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 AY1265
 AY1265                          STATION DESCRIPTION
 AY1265
 AY1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1265'6.6 MI E FROM HONDO.
 AY1265'ABOUT 6.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1265'STATION AT HONDO, 0.2 MILE EAST OF A ROAD CROSSING, 61 FEET NORTHEAST
 AY1265'AND ACROSS THE TRACK FROM THE THIRD POLE WEST OF MILE POST 252, 17
 AY1265'FEET SOUTH OF A POLE, 9 FEET WEST OF THE WEST EDGE OF A SECTION CAR
 AY1265'SET OFF, 8 FEET NORTH OF THE NORTH RAIL, ABOUT LEVEL WITH THE RAIL AND
 AY1265'IN THE TOP OF AN ABANDONED CONCRETE FOUNDATION FOR A SIGNAL.
 AY1265
 AY1265                          STATION RECOVERY (1982)
 AY1265
 AY1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1265'MARK NOT RECOVERED, PROBABLY DESTROYED BY RAILROAD CONSTRUCTION.
 AY1265
 AY1265                          STATION RECOVERY (1991)
 AY1265
 AY1265'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1265'MARK NOT FOUND.
 AY1265
 AY1265                          STATION RECOVERY (1995)
 AY1265
 AY1265'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1265'MARK NOT FOUND.
 AY1265
 AY1265                          STATION RECOVERY (1997)
 AY1265
 AY1265'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1265'MARK NOT FOUND.
 AY1265
 AY1265                          STATION RECOVERY (2001)
 AY1265
 AY1265'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0120 ***********************************************************************
 AP0120  DESIGNATION -  E 916
 AP0120  PID         -  AP0120
 AP0120  STATE/COUNTY-  TX/MAVERICK
 AP0120  USGS QUAD   -  QUEMADO SE (1974)
 AP0120
 AP0120                         *CURRENT SURVEY CONTROL
 AP0120  ___________________________________________________________________
 AP0120* NAD 83(1986)-  28 50 31.     (N)    100 31 35.     (W)     SCALED    
 AP0120* NAVD 88     -       267.049  (meters)     876.14   (feet)  ADJUSTED  
 AP0120  ___________________________________________________________________
 AP0120  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AP0120  DYNAMIC HT  -         266.654 (meters)     874.85  (feet)  COMP
 AP0120  MODELED GRAV-     979,156.9   (mgal)                       NAVD 88
 AP0120
 AP0120  VERT ORDER  -  FIRST     CLASS II
 AP0120
 AP0120.The horizontal coordinates were scaled from a topographic map and have
 AP0120.an estimated accuracy of +/- 6 seconds.
 AP0120
 AP0120.The orthometric height was determined by differential leveling
 AP0120.and adjusted by the National Geodetic Survey in June 1991..
 AP0120.WARNING-Repeat measurements at this control monument indicate possible
 AP0120.vertical movement.
 AP0120
 AP0120.The geoid height was determined by GEOID03.
 AP0120
 AP0120.The dynamic height is computed by dividing the NAVD 88
 AP0120.geopotential number by the normal gravity value computed on the
 AP0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0120.degrees latitude (g = 980.6199 gals.).
 AP0120
 AP0120.The modeled gravity was interpolated from observed gravity values.
 AP0120
 AP0120;                    North         East    Units  Estimated Accuracy
 AP0120;SPC TXSC     - 4,112,750.      451,060.      MT  (+/- 180 meters Scaled)
 AP0120
 AP0120                          SUPERSEDED SURVEY CONTROL
 AP0120
 AP0120  NGVD 29 (??/??/92)  266.907  (m)          875.68   (f) ADJ UNCH    1 2
 AP0120
 AP0120.Superseded values are not recommended for survey control.
 AP0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0120.See file dsdata.txt to determine how the superseded data were derived.
 AP0120
 AP0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS510914(NAD 83)
 AP0120_MARKER: DB = BENCH MARK DISK
 AP0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0120_STAMPING: E 916 1944
 AP0120_MARK LOGO: CGS   
 AP0120_PROJECTION: PROJECTING 15 CENTIMETERS
 AP0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0120+STABILITY: SURFACE MOTION
 AP0120
 AP0120  HISTORY     - Date     Condition        Report By
 AP0120  HISTORY     - 1944     MONUMENTED       CGS
 AP0120  HISTORY     - 1957     GOOD             NGS
 AP0120  HISTORY     - 1982     GOOD             NGS
 AP0120
 AP0120                          STATION DESCRIPTION
 AP0120
 AP0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0120'11.2 MI NW FROM EAGLE PASS.
 AP0120'4.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0120'STATION AT EAGLE PASS, THENCE 0.1 MILE NORTHWEST ACROSS A FIELD,
 AP0120'THENCE 0.9 MILE SOUTHWEST ALONG FARM ROAD 1588, THENCE 5.95 MILES
 AP0120'NORTHWEST ALONG U.S. HIGHWAY 277, THENCE 0.15 MILE NORTH ALONG AN
 AP0120'OILED ROAD, AT THE FORMER SITE OF EAGLE PASS ARMY AIR FIELD WHICH IS
 AP0120'NOW AN AIRCRAFT WARNING STATION, 172 FEET SOUTHEAST OF THE SOUTHEAST
 AP0120'CORNER OF AN OLD GUARD HOUSE FOUNDATION, 93 FEET SOUTH OF THE CENTER
 AP0120'LINE OF A TRACK ROAD, 65 FEET EAST OF THE CENTER LINE OF AN OILED
 AP0120'ROAD, 1.1 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A WITNESS POST, SET
 AP0120'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 AP0120'GROUND.
 AP0120
 AP0120                          STATION RECOVERY (1982)
 AP0120
 AP0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0120'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0120'EAGLE PASS, THENCE 15.7 KM (9.75 MI) NORTH ALONG U.S. HIGHWAY 277,
 AP0120'CEYLON STREET, THENCE 0.25 KM (0.15 MI) NORTH ALONG AN OILED ROAD, AT
 AP0120'THE FORMER SITE OF EAGLE PASS ARMY AIR FIELD, WHICH IS NOW AN AIRCRAFT
 AP0120'WARNING STATION, 52.4 METERS (172.0 FT) SOUTHEAST OF THE SOUTHEAST
 AP0120'CORNER OF AN OLD GUARDHOUSE FOUNDATION, 28.3 METERS (93.0 FT) SOUTH OF
 AP0120'THE CENTERLINE OF A TRACK ROAD, 28.3 METERS (93.0 FT) SOUTH OF A METAL
 AP0120'GATE, 19.8 METERS (65.0 FT) EAST OF THE CENTERLINE OF BLACK TOP ROAD,
 AP0120'AND 0.3 METER (1.1 FT) WEST OF A FENCE.
 AP0120'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AP0120'THE MARK IS ABOVE LEVEL WITH BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0365 ***********************************************************************
 CA0365  DESIGNATION -  E 917
 CA0365  PID         -  CA0365
 CA0365  STATE/COUNTY-  TX/BROWN
 CA0365  USGS QUAD   -  OWENS (1978)
 CA0365
 CA0365                         *CURRENT SURVEY CONTROL
 CA0365  ___________________________________________________________________
 CA0365* NAD 83(1986)-  31 47 43.     (N)    098 56 56.     (W)     SCALED    
 CA0365* NAVD 88     -       426.108  (meters)    1397.99   (feet)  ADJUSTED  
 CA0365  ___________________________________________________________________
 CA0365  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CA0365  DYNAMIC HT  -         425.554 (meters)    1396.17  (feet)  COMP
 CA0365  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 CA0365
 CA0365  VERT ORDER  -  SECOND    CLASS 0
 CA0365
 CA0365.This mark is at Brownwood Muni (BWD) Airport (BWD)
 CA0365
 CA0365.The horizontal coordinates were scaled from a topographic map and have
 CA0365.an estimated accuracy of +/- 6 seconds.
 CA0365
 CA0365.The orthometric height was determined by differential leveling
 CA0365.and adjusted by the National Geodetic Survey in June 1991..
 CA0365
 CA0365.The geoid height was determined by GEOID03.
 CA0365
 CA0365.The dynamic height is computed by dividing the NAVD 88
 CA0365.geopotential number by the normal gravity value computed on the
 CA0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0365.degrees latitude (g = 980.6199 gals.).
 CA0365
 CA0365.The modeled gravity was interpolated from observed gravity values.
 CA0365
 CA0365;                    North         East    Units  Estimated Accuracy
 CA0365;SPC TX C     - 3,236,790.      831,100.      MT  (+/- 180 meters Scaled)
 CA0365
 CA0365                          SUPERSEDED SURVEY CONTROL
 CA0365
 CA0365  NGVD 29 (??/??/92)  426.022  (m)         1397.71   (f) ADJ UNCH    2 0
 CA0365
 CA0365.Superseded values are not recommended for survey control.
 CA0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0365.See file dsdata.txt to determine how the superseded data were derived.
 CA0365
 CA0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA048177(NAD 83)
 CA0365_MARKER: DB = BENCH MARK DISK
 CA0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0365_STAMPING: E 917 1945
 CA0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0365+STABILITY: SURFACE MOTION
 CA0365
 CA0365  HISTORY     - Date     Condition        Report By
 CA0365  HISTORY     - 1945     MONUMENTED       CGS
 CA0365  HISTORY     - 1957     GOOD             NGS
 CA0365  HISTORY     - 1975     GOOD             NGS
 CA0365  HISTORY     - 1979     GOOD             NGS
 CA0365
 CA0365                          STATION DESCRIPTION
 CA0365
 CA0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CA0365'6 MI N FROM BROWNWOOD.
 CA0365'6 MILES NORTH OF BROWNWOOD, BROWN COUNTY, AT BROWNWOOD MUNICIPAL
 CA0365'AIRPORT, 0.2 MILE NE OF THE NE CORNER OF THE HANGAR WITH CONTROL TOWER
 CA0365'ATOP, 143 FEET NW OF THE 3 FEET HIGH CONCRETE FOUNDATIONS OF THE OLD
 CA0365'ARMY HEADQUARTERS BUILDING, 63 FEET NW OF THE CENTERLINE OF THE
 CA0365'ASPHALT ROAD, AND 6 FEET SW OF THE CIRCULAR CONCRETE BASE AND SAWED
 CA0365'OFF BASE OF A FLAGPOLE.  A STANDARD DISK, STAMPED E 917 1945, SET IN
 CA0365'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND. TO REACH
 CA0365'FROM THE NE CORNER OF THE HANGAR, FOLLOW ASPHALT ROAD NE UP HILL
 CA0365'(PASSING ON LEFT SIDE OF LARGE CYLINDRICAL, CONCRETE TANK) FOR 0.2
 CA0365'MILE TO CONCRETE FOUNDATION ON RIGHT.
 CA0365
 CA0365                          STATION RECOVERY (1975)
 CA0365
 CA0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CA0365'RECOVERED IN GOOD CONDITION.
 CA0365
 CA0365                          STATION RECOVERY (1979)
 CA0365
 CA0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CA0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0553 ***********************************************************************
 CT0553  DESIGNATION -  E 918
 CT0553  PID         -  CT0553
 CT0553  STATE/COUNTY-  TX/TAYLOR
 CT0553  USGS QUAD   -  ABILENE WEST (1987)
 CT0553
 CT0553                         *CURRENT SURVEY CONTROL
 CT0553  ___________________________________________________________________
 CT0553* NAD 83(1986)-  32 25 02.     (N)    099 51 44.     (W)     SCALED    
 CT0553* NAVD 88     -       545.636  (meters)    1790.14   (feet)  ADJUSTED  
 CT0553  ___________________________________________________________________
 CT0553  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CT0553  DYNAMIC HT  -         544.925 (meters)    1787.81  (feet)  COMP
 CT0553  MODELED GRAV-     979,319.0   (mgal)                       NAVD 88
 CT0553
 CT0553  VERT ORDER  -  FIRST     CLASS II
 CT0553
 CT0553.The horizontal coordinates were scaled from a topographic map and have
 CT0553.an estimated accuracy of +/- 6 seconds.
 CT0553
 CT0553.The orthometric height was determined by differential leveling
 CT0553.and adjusted by the National Geodetic Survey in June 1991..
 CT0553
 CT0553.The geoid height was determined by GEOID03.
 CT0553
 CT0553.The dynamic height is computed by dividing the NAVD 88
 CT0553.geopotential number by the normal gravity value computed on the
 CT0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0553.degrees latitude (g = 980.6199 gals.).
 CT0553
 CT0553.The modeled gravity was interpolated from observed gravity values.
 CT0553
 CT0553;                    North         East    Units  Estimated Accuracy
 CT0553;SPC TXNC     - 2,084,060.      471,880.      MT  (+/- 180 meters Scaled)
 CT0553
 CT0553                          SUPERSEDED SURVEY CONTROL
 CT0553
 CT0553  NGVD 29 (??/??/92)  545.464  (m)         1789.58   (f) ADJ UNCH    1 2
 CT0553
 CT0553.Superseded values are not recommended for survey control.
 CT0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0553.See file dsdata.txt to determine how the superseded data were derived.
 CT0553
 CT0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA189870(NAD 83)
 CT0553_MARKER: DB = BENCH MARK DISK
 CT0553_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CT0553+WITH SETTING: PAVEMENT
 CT0553_SP_SET: CONTROL TOWER BASE
 CT0553_STAMPING: E 918 1945
 CT0553_MARK LOGO: CGS   
 CT0553_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0553+STABILITY: SURFACE MOTION
 CT0553
 CT0553  HISTORY     - Date     Condition        Report By
 CT0553  HISTORY     - 1945     MONUMENTED       CGS
 CT0553  HISTORY     - 1956     GOOD             NGS
 CT0553  HISTORY     - 19990531 POOR             LOCENG
 CT0553
 CT0553                          STATION DESCRIPTION
 CT0553
 CT0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0553'2.85 MI S FROM TYE.
 CT0553'0.05 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0553'OFFICE AT TYE, THENCE 2.25 MILES SOUTH ALONG FARM ROAD 707, THENCE 0.3
 CT0553'MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTH ALONG A
 CT0553'CONCRETE APRON AT TYE AIR FORCE BASE, 74.3 FEET WEST OF THE WEST EDGE
 CT0553'OF A CONCRETE APRON, 32.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CT0553'SMALL ABANDONED CONCRETE BUILDING, 0.25 MILE SOUTH OF AN ABANDONED
 CT0553'HANGAR, SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF
 CT0553'AN OLD CONTROL TOWER WHICH HAS BEEN TORN DOWN, 0.4 FOOT ABOVE THE
 CT0553'GROUND.
 CT0553
 CT0553                          STATION RECOVERY (1999)
 CT0553
 CT0553'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999
 CT0553'RECOVERED IN POOR CONDITION.  NOTE--DISK WAS TORN UP, YOU CAN STILL
 CT0553'GET ELEVATION.  TYE AIR FORCE BASE NO LONGER EXIST, IT IS PART OF
 CT0553'DYESS AIR FORCE, IN ABILENE, TEXAS.  PASSES ARE AVAILABLE AT MAIN
 CT0553'GATE, HOWEVER, STATION IS LOCATED ON SOUTHWEST CORNER OF AIR FIELD,
 CT0553'THEREFORE YOU MUST OBTAIN A FLIGHT LINE PASS FROM BASE OPERATIONS,
 CT0553'THIS AREA OF THE AIR FIELD IS A SUPPLY DROP ZONE, YOU MUST HAVE A
 CT0553'MILITARY ESCORT AND RADIO CONTACT WITH CONTROL TOWER.  GOOD FOR GPS
 CT0553'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0005 ***********************************************************************
 BY0005  DESIGNATION -  E 92
 BY0005  PID         -  BY0005
 BY0005  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0005  USGS QUAD   -  SAN AUGUSTINE EAST (1984)
 BY0005
 BY0005                         *CURRENT SURVEY CONTROL
 BY0005  ___________________________________________________________________
 BY0005* NAD 83(1986)-  31 33 53.     (N)    094 06 43.     (W)     SCALED    
 BY0005* NAVD 88     -       103.77   (+/-2cm)     340.5    (feet)  VERTCON   
 BY0005  ___________________________________________________________________
 BY0005  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY0005
 BY0005  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0005
 BY0005.The horizontal coordinates were scaled from a topographic map and have
 BY0005.an estimated accuracy of +/- 6 seconds.
 BY0005
 BY0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0005.The vertical order pertains to the NGVD 29 superseded value.
 BY0005
 BY0005.The geoid height was determined by GEOID03.
 BY0005
 BY0005;                    North         East    Units  Estimated Accuracy
 BY0005;SPC TX C     - 3,226,920.    1,290,290.      MT  (+/- 180 meters Scaled)
 BY0005
 BY0005                          SUPERSEDED SURVEY CONTROL
 BY0005
 BY0005  NGVD 29 (??/??/92)  103.798  (m)          340.54   (f) ADJ UNCH    1 2
 BY0005
 BY0005.Superseded values are not recommended for survey control.
 BY0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0005.See file dsdata.txt to determine how the superseded data were derived.
 BY0005
 BY0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ944927(NAD 83)
 BY0005_MARKER: DB = BENCH MARK DISK
 BY0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0005+STABILITY: SURFACE MOTION
 BY0005
 BY0005  HISTORY     - Date     Condition        Report By
 BY0005  HISTORY     - UNK      MONUMENTED       CGS
 BY0005  HISTORY     - 1932     GOOD             NGS
 BY0005  HISTORY     - 1934     MARK NOT FOUND   NGS
 BY0005  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0005  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0005
 BY0005                          STATION DESCRIPTION
 BY0005
 BY0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0005'2.5 MI N FROM SAN AUGUSTINE.
 BY0005'2.5 MILES NORTH OF THE STATION AT SAN AUGUSTINE ON THE G.C. AND
 BY0005'S.F.R.R., 35 FEET EAST OF THE TRACK ON THE FENCE LINE, 6 FEET NORTH OF
 BY0005'TELEGRAPH POLE, 2 POLES SOUTH OF MILE POLE NO. 123, 0.2 MILE NORTH OF
 BY0005'GRADE CROSSING, 80 FEET SOUTHEAST OF WHISTLE BOARD.
 BY0005
 BY0005                          STATION RECOVERY (1934)
 BY0005
 BY0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0005'MARK NOT FOUND.
 BY0005
 BY0005                          STATION RECOVERY (1979)
 BY0005
 BY0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0005'MARK NOT FOUND.
 BY0005
 BY0005                          STATION RECOVERY (1979)
 BY0005
 BY0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1314 ***********************************************************************
 CS1314  DESIGNATION -  E 921
 CS1314  PID         -  CS1314
 CS1314  STATE/COUNTY-  TX/DALLAS
 CS1314  USGS QUAD   -  ADDISON (1981)
 CS1314
 CS1314                         *CURRENT SURVEY CONTROL
 CS1314  ___________________________________________________________________
 CS1314* NAD 83(1986)-  32 57 15.     (N)    096 49 29.     (W)     SCALED    
 CS1314* NAVD 88     -       198.309  (meters)     650.62   (feet)  ADJUSTED  
 CS1314  ___________________________________________________________________
 CS1314  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CS1314  DYNAMIC HT  -         198.085 (meters)     649.88  (feet)  COMP
 CS1314  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 CS1314
 CS1314  VERT ORDER  -  SECOND    CLASS 0
 CS1314
 CS1314.The horizontal coordinates were scaled from a topographic map and have
 CS1314.an estimated accuracy of +/- 6 seconds.
 CS1314
 CS1314.The orthometric height was determined by differential leveling
 CS1314.and adjusted by the National Geodetic Survey in June 1991..
 CS1314
 CS1314.The geoid height was determined by GEOID03.
 CS1314
 CS1314.The dynamic height is computed by dividing the NAVD 88
 CS1314.geopotential number by the normal gravity value computed on the
 CS1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1314.degrees latitude (g = 980.6199 gals.).
 CS1314
 CS1314.The modeled gravity was interpolated from observed gravity values.
 CS1314
 CS1314;                    North         East    Units  Estimated Accuracy
 CS1314;SPC TXNC     - 2,144,020.      756,620.      MT  (+/- 180 meters Scaled)
 CS1314
 CS1314                          SUPERSEDED SURVEY CONTROL
 CS1314
 CS1314  NGVD 29 (??/??/92)  198.306  (m)          650.61   (f) ADJ UNCH    2 0
 CS1314
 CS1314.Superseded values are not recommended for survey control.
 CS1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1314.See file dsdata.txt to determine how the superseded data were derived.
 CS1314
 CS1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB033483(NAD 83)
 CS1314_MARKER: DB = BENCH MARK DISK
 CS1314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1314_SP_SET: BUILDING
 CS1314_STAMPING: E 921 1946
 CS1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1314+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 CS1314
 CS1314  HISTORY     - Date     Condition        Report By
 CS1314  HISTORY     - 1946     MONUMENTED       CGS
 CS1314  HISTORY     - 1966     GOOD             NGS
 CS1314  HISTORY     - 19910615 GOOD             USPSQD
 CS1314  HISTORY     - 20010730 GOOD             NGS
 CS1314  HISTORY     - 20020813 GOOD             GEOCAC
 CS1314
 CS1314                          STATION DESCRIPTION
 CS1314
 CS1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1314'IN ADDISON.
 CS1314'THE MARK IS SET VERTICALLY IN THE SOUTH WALL OF THE BRICK GRADE SCHOOL
 CS1314'AT ADDISON.  4 FEET EAST OF THE CENTER OF THE ENTRANCE, 4.7 FEET ABOVE
 CS1314'THE GROUND.  A BRONZE DISK SET VERTICALLY IN THE SOUTH WALL OF A BRICK
 CS1314'SCHOOL BUILDING.
 CS1314
 CS1314                          STATION RECOVERY (1966)
 CS1314
 CS1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1314'RECOVERED IN GOOD CONDITION.
 CS1314
 CS1314                          STATION RECOVERY (1991)
 CS1314
 CS1314'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1314'RECOVERED IN GOOD CONDITION.
 CS1314
 CS1314                          STATION RECOVERY (2001)
 CS1314
 CS1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS1314'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 CS1314
 CS1314                          STATION RECOVERY (2002)
 CS1314
 CS1314'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0228 ***********************************************************************
 DN0228  DESIGNATION -  E 922
 DN0228  PID         -  DN0228
 DN0228  STATE/COUNTY-  TX/COLLIN
 DN0228  USGS QUAD   -  LAVON (1973)
 DN0228
 DN0228                         *CURRENT SURVEY CONTROL
 DN0228  ___________________________________________________________________
 DN0228* NAD 83(1986)-  33 01 23.     (N)    096 29 44.     (W)     SCALED    
 DN0228* NAVD 88     -       158.548  (meters)     520.17   (feet)  ADJUSTED  
 DN0228  ___________________________________________________________________
 DN0228  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN0228  DYNAMIC HT  -         158.376 (meters)     519.61  (feet)  COMP
 DN0228  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 DN0228
 DN0228  VERT ORDER  -  SECOND    CLASS 0
 DN0228
 DN0228.The horizontal coordinates were scaled from a topographic map and have
 DN0228.an estimated accuracy of +/- 6 seconds.
 DN0228
 DN0228.The orthometric height was determined by differential leveling
 DN0228.and adjusted by the National Geodetic Survey in June 1991..
 DN0228
 DN0228.The geoid height was determined by GEOID03.
 DN0228
 DN0228.The dynamic height is computed by dividing the NAVD 88
 DN0228.geopotential number by the normal gravity value computed on the
 DN0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0228.degrees latitude (g = 980.6199 gals.).
 DN0228
 DN0228.The modeled gravity was interpolated from observed gravity values.
 DN0228
 DN0228;                    North         East    Units  Estimated Accuracy
 DN0228;SPC TXNC     - 2,152,200.      787,240.      MT  (+/- 180 meters Scaled)
 DN0228
 DN0228                          SUPERSEDED SURVEY CONTROL
 DN0228
 DN0228  NGVD 29 (??/??/92)  158.559  (m)          520.21   (f) ADJ UNCH    2 0
 DN0228
 DN0228.Superseded values are not recommended for survey control.
 DN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0228.See file dsdata.txt to determine how the superseded data were derived.
 DN0228
 DN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB339566(NAD 83)
 DN0228_MARKER: DB = BENCH MARK DISK
 DN0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0228_STAMPING: E 922 1946
 DN0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0228+STABILITY: SURFACE MOTION
 DN0228
 DN0228  HISTORY     - Date     Condition        Report By
 DN0228  HISTORY     - 1946     MONUMENTED       CGS
 DN0228  HISTORY     - 1964     GOOD             NGS
 DN0228  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0228  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0228
 DN0228                          STATION DESCRIPTION
 DN0228
 DN0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DN0228'3.1 MI E FROM WYLIE.
 DN0228'3.1 MILES EAST OF WYLIE, 2.7 MILES NORTHEAST OF RAILROAD STATION ALONG
 DN0228'STATE HIGHWAY 78, 500 FEET EAST OF A Y ROAD INTERSECTION, 59 FEET
 DN0228'SOUTH AND 1.3 FEET LOWER THAN THE ROAD, 53 FEET NORTHEAST OF A POWER
 DN0228'POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ON HIGHWAY
 DN0228'R.O.W. LINE A STANDARD DISK, STAMPED E 922 1946 AND SET IN THE TOP OF
 DN0228'A CONCRETE POST PROJECTING 1.0 FEET.  THIS BENCH MARK WAS RECOVERED IN
 DN0228'GOOD CONDITION AS DESCRIBED.  ADDITIONAL NOTES FOR RECOVERY ARE AS
 DN0228'FOLLOWS-- THE BENCH MARK IS 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 78
 DN0228'FROM THE LAVON LAKE ROAD, AT THE OUTSIDE CURVE OF THE HIGHWAY, IN THE
 DN0228'EDGE OF A CULTIVATED FIELD, AND 85 FEET SOUTHWEST OF THE WEST END OF A
 DN0228'BRUSH LINE.
 DN0228
 DN0228                          STATION RECOVERY (1994)
 DN0228
 DN0228'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0228'MARK NOT FOUND.
 DN0228
 DN0228                          STATION RECOVERY (2005)
 DN0228
 DN0228'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0257 ***********************************************************************
 DN0257  DESIGNATION -  E 924 RESET 1962
 DN0257  PID         -  DN0257
 DN0257  STATE/COUNTY-  TX/COLLIN
 DN0257  USGS QUAD   -  CULLEOKA (1973)
 DN0257
 DN0257                         *CURRENT SURVEY CONTROL
 DN0257  ___________________________________________________________________
 DN0257* NAD 83(1986)-  33 10 17.     (N)    096 29 56.     (W)     SCALED    
 DN0257* NAVD 88     -       171.03   (+/-2cm)     561.1    (feet)  VERTCON   
 DN0257  ___________________________________________________________________
 DN0257  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DN0257
 DN0257  VERT ORDER  -  THIRD (See Below)
 DN0257
 DN0257.The horizontal coordinates were scaled from a topographic map and have
 DN0257.an estimated accuracy of +/- 6 seconds.
 DN0257
 DN0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0257.The vertical order pertains to the NGVD 29 superseded value.
 DN0257
 DN0257.The geoid height was determined by GEOID03.
 DN0257
 DN0257;                    North         East    Units  Estimated Accuracy
 DN0257;SPC TXNC     - 2,168,640.      786,610.      MT  (+/- 180 meters Scaled)
 DN0257
 DN0257                          SUPERSEDED SURVEY CONTROL
 DN0257
 DN0257  NGVD 29 (01/29/03)  171.03   (m)          561.1    (f) RESET       3  
 DN0257
 DN0257.Superseded values are not recommended for survey control.
 DN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0257.See file dsdata.txt to determine how the superseded data were derived.
 DN0257
 DN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB332730(NAD 83)
 DN0257_MARKER: DB = BENCH MARK DISK
 DN0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0257_STAMPING: E 924 RESET 1962
 DN0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0257+STABILITY: SURFACE MOTION
 DN0257
 DN0257  HISTORY     - Date     Condition        Report By
 DN0257  HISTORY     - 1962     MONUMENTED       CGS
 DN0257
 DN0257                          STATION DESCRIPTION
 DN0257
 DN0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DN0257'0.6 MI S FROM PRINCETON.
 DN0257'ABOUT 0.1 MILE WEST ALONG A BLACKTOP STREET FROM THE POST OFFICE IN
 DN0257'PRINCETON TO A T-STREET JUNCTION, THENCE 0.4 MILE SOUTH TO THE
 DN0257'JUNCTION OF FARM ROAD 982 AND STATE HIGHWAY 24, THENCE 0.2 MILE SOUTH
 DN0257'ALONG FARM ROAD 982 TO BENCH MARK, 116 FEET SOUTHEAST OF THE SOUTHEAST
 DN0257'CORNER OF HOUSE OF MR. L. R. WELDBORN, 80 FEET SOUTH OF THE CENTER OF
 DN0257'DRIVEWAY, 65 FEET SOUTHWEST OF A STREET JUNCTION WHICH LEADS
 DN0257'NORTH-SOUTH AND EAST, 37 FEET WEST OF THE CENTER OF FARM ROAD 982, 3
 DN0257'FEET SOUTH OF A POWER LINE POLE, AND 1 FOOT NORTH OF A METAL WITNESS
 DN0257'POST.  A STANDARD DISK STAMPED E 924 RESET 1962 IS SET IN A 12 X 12
 DN0257'IN. CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0227 ***********************************************************************
 DN0227  DESIGNATION -  E 926
 DN0227  PID         -  DN0227
 DN0227  STATE/COUNTY-  TX/HUNT
 DN0227  USGS QUAD   -  GREENVILLE SW (1962)
 DN0227
 DN0227                         *CURRENT SURVEY CONTROL
 DN0227  ___________________________________________________________________
 DN0227* NAD 83(1986)-  33 04 39.     (N)    096 13 48.     (W)     SCALED    
 DN0227* NAVD 88     -       162.765  (meters)     534.00   (feet)  ADJUSTED  
 DN0227  ___________________________________________________________________
 DN0227  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DN0227  DYNAMIC HT  -         162.587 (meters)     533.42  (feet)  COMP
 DN0227  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 DN0227
 DN0227  VERT ORDER  -  SECOND    CLASS 0
 DN0227
 DN0227.The horizontal coordinates were scaled from a topographic map and have
 DN0227.an estimated accuracy of +/- 6 seconds.
 DN0227
 DN0227.The orthometric height was determined by differential leveling
 DN0227.and adjusted by the National Geodetic Survey in June 1991..
 DN0227
 DN0227.The geoid height was determined by GEOID03.
 DN0227
 DN0227.The dynamic height is computed by dividing the NAVD 88
 DN0227.geopotential number by the normal gravity value computed on the
 DN0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0227.degrees latitude (g = 980.6199 gals.).
 DN0227
 DN0227.The modeled gravity was interpolated from observed gravity values.
 DN0227
 DN0227;                    North         East    Units  Estimated Accuracy
 DN0227;SPC TXNC     - 2,158,740.      811,910.      MT  (+/- 180 meters Scaled)
 DN0227
 DN0227                          SUPERSEDED SURVEY CONTROL
 DN0227
 DN0227  NGVD 29 (??/??/92)  162.753  (m)          533.97   (f) ADJ UNCH    2 0
 DN0227
 DN0227.Superseded values are not recommended for survey control.
 DN0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0227.See file dsdata.txt to determine how the superseded data were derived.
 DN0227
 DN0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB585632(NAD 83)
 DN0227_MARKER: DB = BENCH MARK DISK
 DN0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0227_STAMPING: E 926 1946
 DN0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0227+STABILITY: SURFACE MOTION
 DN0227
 DN0227  HISTORY     - Date     Condition        Report By
 DN0227  HISTORY     - 1946     MONUMENTED       CGS
 DN0227  HISTORY     - 19940422 MARK NOT FOUND   USPSQD
 DN0227
 DN0227                          STATION DESCRIPTION
 DN0227
 DN0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0227'1.0 MI N FROM CADDO MILLS.
 DN0227'1.0 MILE NORTH ALONG A GRADED ROAD FROM THE CITY WATER TOWER AT CADDO
 DN0227'MILLS.  THE MARK IS SET AT A JUNCTION OF THE GRADED ROAD AND A T ROAD
 DN0227'LEADING WEST.  64.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 DN0227'WOODEN BRIDGE, 47.4 FEET WEST OF THE CENTER LINE OF THE NORTH AND
 DN0227'SOUTH ROAD, 22.8 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 DN0227'WEST, 2.8 FEET EAST OF A TELEPHONE POLE, 2.7 FEET WEST OF A WHITE 4X4
 DN0227'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0227
 DN0227                          STATION RECOVERY (1994)
 DN0227
 DN0227'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0008 ***********************************************************************
 CS0008  DESIGNATION -  E 927
 CS0008  PID         -  CS0008
 CS0008  STATE/COUNTY-  TX/ROCKWALL
 CS0008  USGS QUAD   -  ROCKWALL (1973)
 CS0008
 CS0008                         *CURRENT SURVEY CONTROL
 CS0008  ___________________________________________________________________
 CS0008* NAD 83(1986)-  32 55 40.     (N)    096 24 02.     (W)     SCALED    
 CS0008* NAVD 88     -       183.07   (+/-2cm)     600.6    (feet)  VERTCON   
 CS0008  ___________________________________________________________________
 CS0008  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0008
 CS0008  VERT ORDER  -  FIRST     CLASS II (See Below)
 CS0008
 CS0008.The horizontal coordinates were scaled from a topographic map and have
 CS0008.an estimated accuracy of +/- 6 seconds.
 CS0008
 CS0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0008.The vertical order pertains to the NGVD 29 superseded value.
 CS0008
 CS0008.The geoid height was determined by GEOID03.
 CS0008
 CS0008;                    North         East    Units  Estimated Accuracy
 CS0008;SPC TXNC     - 2,141,810.      796,320.      MT  (+/- 180 meters Scaled)
 CS0008
 CS0008                          SUPERSEDED SURVEY CONTROL
 CS0008
 CS0008  NGVD 29 (??/??/92)  183.080  (m)          600.65   (f) ADJ UNCH    1 2
 CS0008
 CS0008.Superseded values are not recommended for survey control.
 CS0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0008.See file dsdata.txt to determine how the superseded data were derived.
 CS0008
 CS0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB430462(NAD 83)
 CS0008_MARKER: DB = BENCH MARK DISK
 CS0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0008_STAMPING: E 927 1946
 CS0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0008+STABILITY: SURFACE MOTION
 CS0008
 CS0008  HISTORY     - Date     Condition        Report By
 CS0008  HISTORY     - 1946     MONUMENTED       CGS
 CS0008  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0008
 CS0008                          STATION DESCRIPTION
 CS0008
 CS0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0008'3.0 MI NE FROM ROCKWALL.
 CS0008'3.0 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 CS0008'THE STATION AT ROCKWALL.  84.5 FEET NORTHWEST OF THE CENTER OF A
 CS0008'RAILROAD CROSSING, 40.3 FEET WEST OF THE WEST RAIL, 36 FEET NORTH OF
 CS0008'THE CENTER LINE OF THE ROAD, 4.4 FEET SOUTHWEST OF A TELEPHONE POLE,
 CS0008'3.4 FEET WEST OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE
 CS0008'TOP OF A CONCRETE POST.
 CS0008
 CS0008                          STATION RECOVERY (1986)
 CS0008
 CS0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0034 ***********************************************************************
 CS0034  DESIGNATION -  E 928 RESET 1953
 CS0034  PID         -  CS0034
 CS0034  STATE/COUNTY-  TX/HUNT
 CS0034  USGS QUAD   -  ROYSE CITY (1963)
 CS0034
 CS0034                         *CURRENT SURVEY CONTROL
 CS0034  ___________________________________________________________________
 CS0034* NAD 83(1986)-  32 58 01.     (N)    096 17 28.     (W)     SCALED    
 CS0034* NAVD 88     -       165.58   (+/-2cm)     543.2    (feet)  VERTCON   
 CS0034  ___________________________________________________________________
 CS0034  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0034
 CS0034  VERT ORDER  -  THIRD (See Below)
 CS0034
 CS0034.The horizontal coordinates were scaled from a topographic map and have
 CS0034.an estimated accuracy of +/- 6 seconds.
 CS0034
 CS0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0034.The vertical order pertains to the NGVD 29 superseded value.
 CS0034
 CS0034.The geoid height was determined by GEOID03.
 CS0034
 CS0034;                    North         East    Units  Estimated Accuracy
 CS0034;SPC TXNC     - 2,146,360.      806,460.      MT  (+/- 180 meters Scaled)
 CS0034
 CS0034                          SUPERSEDED SURVEY CONTROL
 CS0034
 CS0034  NGVD 29 (01/29/03)  165.57   (m)          543.2    (f) RESET       3  
 CS0034
 CS0034.Superseded values are not recommended for survey control.
 CS0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0034.See file dsdata.txt to determine how the superseded data were derived.
 CS0034
 CS0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB531508(NAD 83)
 CS0034_MARKER: DB = BENCH MARK DISK
 CS0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0034_STAMPING: E 928 1946 RESET 1953
 CS0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0034+STABILITY: SURFACE MOTION
 CS0034
 CS0034  HISTORY     - Date     Condition        Report By
 CS0034  HISTORY     - 1953     MONUMENTED       CGS
 CS0034  HISTORY     - 1954     GOOD             USGS
 CS0034  HISTORY     - 20030920 POOR             INDIV
 CS0034
 CS0034                          STATION DESCRIPTION
 CS0034
 CS0034'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 CS0034'2.8 MI SE FROM ROYSE CITY.
 CS0034'IN HUNT COUNTY, 2.8 MILES SOUTHEAST ALONG TEXAS FARM ROAD NO. 35 FROM
 CS0034'THE CITY HALL AT ROYSE CITY, ROCKWALL COUNTY, AT THE JUNCTION OF A
 CS0034'T-ROAD LEADING EAST, 94 FT. NORTH OF THE CENTER LINE OF THE DIRT ROAD
 CS0034'EAST, AND 96 FT. EAST OF THE CENTER LINE OF FARM ROAD NO. 35, 3 FEET
 CS0034'NORTH OF WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 928
 CS0034'1946 RESET 1953 SET IN TOP OF CONCRETE POST.
 CS0034
 CS0034                          STATION RECOVERY (2003)
 CS0034
 CS0034'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GOE)
 CS0034'MARKER IS IN A CULTIVATED FIELD AND HAS BEEN DISTURBED BY FARMING
 CS0034'EQUIPMENT.  MARKER IS NEARLY ON ITS SIDE AND POSSIBLY MOVED SLIGHTLY
 CS0034'FROM ITS ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0052 ***********************************************************************
 CS0052  DESIGNATION -  E 929
 CS0052  PID         -  CS0052
 CS0052  STATE/COUNTY-  TX/ROCKWALL
 CS0052  USGS QUAD   -  ROYSE CITY (1963)
 CS0052
 CS0052                         *CURRENT SURVEY CONTROL
 CS0052  ___________________________________________________________________
 CS0052* NAD 83(1986)-  32 53 42.     (N)    096 17 56.     (W)     SCALED    
 CS0052* NAVD 88     -       156.585  (meters)     513.73   (feet)  ADJUSTED  
 CS0052  ___________________________________________________________________
 CS0052  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0052  DYNAMIC HT  -         156.413 (meters)     513.16  (feet)  COMP
 CS0052  MODELED GRAV-     979,536.9   (mgal)                       NAVD 88
 CS0052
 CS0052  VERT ORDER  -  SECOND    CLASS 0
 CS0052
 CS0052.The horizontal coordinates were scaled from a topographic map and have
 CS0052.an estimated accuracy of +/- 6 seconds.
 CS0052
 CS0052.The orthometric height was determined by differential leveling
 CS0052.and adjusted by the National Geodetic Survey in June 1991..
 CS0052
 CS0052.The geoid height was determined by GEOID03.
 CS0052
 CS0052.The dynamic height is computed by dividing the NAVD 88
 CS0052.geopotential number by the normal gravity value computed on the
 CS0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0052.degrees latitude (g = 980.6199 gals.).
 CS0052
 CS0052.The modeled gravity was interpolated from observed gravity values.
 CS0052
 CS0052;                    North         East    Units  Estimated Accuracy
 CS0052;SPC TXNC     - 2,138,370.      805,900.      MT  (+/- 180 meters Scaled)
 CS0052
 CS0052                          SUPERSEDED SURVEY CONTROL
 CS0052
 CS0052  NGVD 29 (??/??/92)  156.590  (m)          513.75   (f) ADJ UNCH    2 0
 CS0052
 CS0052.Superseded values are not recommended for survey control.
 CS0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0052.See file dsdata.txt to determine how the superseded data were derived.
 CS0052
 CS0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB526428(NAD 83)
 CS0052_MARKER: DB = BENCH MARK DISK
 CS0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0052_STAMPING: E 929 1946
 CS0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0052+STABILITY: SURFACE MOTION
 CS0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS0052+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS0052
 CS0052  HISTORY     - Date     Condition        Report By
 CS0052  HISTORY     - 1946     MONUMENTED       CGS
 CS0052  HISTORY     - 20030920 GOOD             INDIV
 CS0052  HISTORY     - 20051031 GOOD             BOHAN
 CS0052
 CS0052                          STATION DESCRIPTION
 CS0052
 CS0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0052'5.9 MI NE FROM CHISHOLM.
 CS0052'5.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CS0052'CHISHOLM, 0.1 MILE SOUTH OF MUNSON BAPTIST CHURCH, 51 FEET SOUTHWEST
 CS0052'OF A POWERLINE POLE, AT A ROAD JUNCTION, 31 FEET SOUTHEAST OF THE
 CS0052'CENTERLINE OF THE NORTHEAST-AND-SOUTHWEST ROAD, 23 FEET SOUTHWEST OF
 CS0052'THE CENTERLINE OF THE SIDE ROAD, IN A FENCE CORNER, 8 FEET SOUTHWEST
 CS0052'OF THE FENCE LEADING SOUTHEAST, 4 FEET SOUTHEAST OF THE FENCE LEADING
 CS0052'SOUTHWEST, AND 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A
 CS0052'STANDARD DISK, STAMPED E 929 1946 AND SET IN THE TOP OF A CONCRETE
 CS0052'POST.
 CS0052
 CS0052                          STATION RECOVERY (2003)
 CS0052
 CS0052'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GOE)
 CS0052'RECOVERED IN GOOD CONDITION.
 CS0052
 CS0052                          STATION RECOVERY (2005)
 CS0052
 CS0052'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0959 ***********************************************************************
 AH0959  DESIGNATION -  E 93
 AH0959  PID         -  AH0959
 AH0959  STATE/COUNTY-  TX/NUECES
 AH0959  USGS QUAD   -  BANQUETE (1979)
 AH0959
 AH0959                         *CURRENT SURVEY CONTROL
 AH0959  ___________________________________________________________________
 AH0959* NAD 83(1986)-  27 47 36.     (N)    097 49 38.     (W)     SCALED    
 AH0959* NAVD 88     -        27.425  (meters)      89.98   (feet)  ADJUSTED  
 AH0959  ___________________________________________________________________
 AH0959  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH0959  DYNAMIC HT  -          27.383 (meters)      89.84  (feet)  COMP
 AH0959  MODELED GRAV-     979,111.4   (mgal)                       NAVD 88
 AH0959
 AH0959  VERT ORDER  -  FIRST     CLASS II
 AH0959
 AH0959.The horizontal coordinates were scaled from a topographic map and have
 AH0959.an estimated accuracy of +/- 6 seconds.
 AH0959
 AH0959.The orthometric height was determined by differential leveling
 AH0959.and adjusted by the National Geodetic Survey in June 1991..
 AH0959
 AH0959.The geoid height was determined by GEOID03.
 AH0959
 AH0959.The dynamic height is computed by dividing the NAVD 88
 AH0959.geopotential number by the normal gravity value computed on the
 AH0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0959.degrees latitude (g = 980.6199 gals.).
 AH0959
 AH0959.The modeled gravity was interpolated from observed gravity values.
 AH0959
 AH0959;                    North         East    Units  Estimated Accuracy
 AH0959;SPC TX S     - 5,235,800.      366,300.      MT  (+/- 180 meters Scaled)
 AH0959
 AH0959                          SUPERSEDED SURVEY CONTROL
 AH0959
 AH0959  NGVD 29 (??/??/92)   27.548  (m)           90.38   (f) ADJ UNCH    1 2
 AH0959
 AH0959.Superseded values are not recommended for survey control.
 AH0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0959.See file dsdata.txt to determine how the superseded data were derived.
 AH0959
 AH0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR155748(NAD 83)
 AH0959_MARKER: DB = BENCH MARK DISK
 AH0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0959_STAMPING: E 93 1932 90.246
 AH0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0959+STABILITY: SURFACE MOTION
 AH0959
 AH0959  HISTORY     - Date     Condition        Report By
 AH0959  HISTORY     - 1932     MONUMENTED       CGS
 AH0959  HISTORY     - 1951     GOOD             NGS
 AH0959
 AH0959                          STATION DESCRIPTION
 AH0959
 AH0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0959'2.1 MI W FROM BANQUETE.
 AH0959'2.1 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0959'BANQUETE, 120 FEET SOUTHWEST OF A SIDING SWITCH, 327 FEET WEST OF
 AH0959'MILEPOST 135, 27 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 46
 AH0959'FEET NORTH OF THE CENTER LINE OF AN ASPHALT ROAD, ON THE EXTENDED
 AH0959'CENTER LINE OF A ROAD LEADING SOUTH, 2.5 FEET WEST OF A WITNESS POST,
 AH0959'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AH0959'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0066 ***********************************************************************
 CS0066  DESIGNATION -  E 930
 CS0066  PID         -  CS0066
 CS0066  STATE/COUNTY-  TX/ROCKWALL
 CS0066  USGS QUAD   -  TERRELL NORTH (1962)
 CS0066
 CS0066                         *CURRENT SURVEY CONTROL
 CS0066  ___________________________________________________________________
 CS0066* NAD 83(1986)-  32 49 51.     (N)    096 21 43.     (W)     SCALED    
 CS0066* NAVD 88     -       154.418  (meters)     506.62   (feet)  ADJUSTED  
 CS0066  ___________________________________________________________________
 CS0066  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0066  DYNAMIC HT  -         154.248 (meters)     506.06  (feet)  COMP
 CS0066  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 CS0066
 CS0066  VERT ORDER  -  SECOND    CLASS 0
 CS0066
 CS0066.The horizontal coordinates were scaled from a topographic map and have
 CS0066.an estimated accuracy of +/- 6 seconds.
 CS0066
 CS0066.The orthometric height was determined by differential leveling
 CS0066.and adjusted by the National Geodetic Survey in June 1991..
 CS0066
 CS0066.The geoid height was determined by GEOID03.
 CS0066
 CS0066.The dynamic height is computed by dividing the NAVD 88
 CS0066.geopotential number by the normal gravity value computed on the
 CS0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0066.degrees latitude (g = 980.6199 gals.).
 CS0066
 CS0066.The modeled gravity was interpolated from observed gravity values.
 CS0066
 CS0066;                    North         East    Units  Estimated Accuracy
 CS0066;SPC TXNC     - 2,131,130.      800,150.      MT  (+/- 180 meters Scaled)
 CS0066
 CS0066                          SUPERSEDED SURVEY CONTROL
 CS0066
 CS0066  NGVD 29 (??/??/92)  154.432  (m)          506.67   (f) ADJ UNCH    2 0
 CS0066
 CS0066.Superseded values are not recommended for survey control.
 CS0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0066.See file dsdata.txt to determine how the superseded data were derived.
 CS0066
 CS0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB469356(NAD 83)
 CS0066_MARKER: DB = BENCH MARK DISK
 CS0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0066_STAMPING: E 930 1946
 CS0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0066+STABILITY: SURFACE MOTION
 CS0066
 CS0066  HISTORY     - Date     Condition        Report By
 CS0066  HISTORY     - 1946     MONUMENTED       CGS
 CS0066  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0066  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS0066
 CS0066                          STATION DESCRIPTION
 CS0066
 CS0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0066'8.1 MI NW FROM TERRELL.
 CS0066'IN ROCKWALL COUNTY, 8.1 MILES NORTHWEST ALONG STATE HIGHWAY 205 FROM
 CS0066'THE POST OFFICE AT TERRELL, KAUFMAN COUNTY, 0.7 MILE SOUTHEAST OF THE
 CS0066'POST OFFICE AT CHISHOLM, ROCKWALL COUNTY, 300 FEET SOUTHEAST OF THE
 CS0066'SOUTHWEST CORNER OF A FARMHOUSE, 132 FEET NORTHEAST OF A POLE, 57 FEET
 CS0066'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHWEST OF A WIRE
 CS0066'FENCE, AND 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A
 CS0066'STANDARD DISK, STAMPED E 930 1946 AND SET IN THE TOP OF A CONCRETE
 CS0066'POST.
 CS0066
 CS0066                          STATION RECOVERY (1962)
 CS0066
 CS0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0066'MARK NOT FOUND.
 CS0066
 CS0066                          STATION RECOVERY (2005)
 CS0066
 CS0066'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1590 ***********************************************************************
 CS1590  DESIGNATION -  E 931
 CS1590  PID         -  CS1590
 CS1590  STATE/COUNTY-  TX/TARRANT
 CS1590  USGS QUAD   -  HALTOM CITY (1981)
 CS1590
 CS1590                         *CURRENT SURVEY CONTROL
 CS1590  ___________________________________________________________________
 CS1590* NAD 83(1986)-  32 46 47.     (N)    097 22 13.     (W)     SCALED    
 CS1590* NAVD 88     -       180.252  (meters)     591.38   (feet)  ADJUSTED  
 CS1590  ___________________________________________________________________
 CS1590  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CS1590  DYNAMIC HT  -         180.040 (meters)     590.68  (feet)  COMP
 CS1590  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 CS1590
 CS1590  VERT ORDER  -  FIRST     CLASS II
 CS1590
 CS1590.The horizontal coordinates were scaled from a topographic map and have
 CS1590.an estimated accuracy of +/- 6 seconds.
 CS1590
 CS1590.The orthometric height was determined by differential leveling
 CS1590.and adjusted by the National Geodetic Survey in June 1991..
 CS1590
 CS1590.The geoid height was determined by GEOID03.
 CS1590
 CS1590.The dynamic height is computed by dividing the NAVD 88
 CS1590.geopotential number by the normal gravity value computed on the
 CS1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1590.degrees latitude (g = 980.6199 gals.).
 CS1590
 CS1590.The modeled gravity was interpolated from observed gravity values.
 CS1590
 CS1590;                    North         East    Units  Estimated Accuracy
 CS1590;SPC TXNC     - 2,124,000.      705,820.      MT  (+/- 180 meters Scaled)
 CS1590
 CS1590                          SUPERSEDED SURVEY CONTROL
 CS1590
 CS1590  NGVD 29 (??/??/92)  180.249  (m)          591.37   (f) ADJ UNCH    1 2
 CS1590
 CS1590.Superseded values are not recommended for survey control.
 CS1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1590.See file dsdata.txt to determine how the superseded data were derived.
 CS1590
 CS1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB526280(NAD 83)
 CS1590_MARKER: DB = BENCH MARK DISK
 CS1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1590_STAMPING: E 931 1946
 CS1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1590+STABILITY: SURFACE MOTION
 CS1590
 CS1590  HISTORY     - Date     Condition        Report By
 CS1590  HISTORY     - 1946     MONUMENTED       CGS
 CS1590  HISTORY     - 1956     GOOD             NGS
 CS1590  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1590  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 CS1590
 CS1590                          STATION DESCRIPTION
 CS1590
 CS1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1590'IN FORT WORTH.
 CS1590'2.7 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT THE
 CS1590'INTERSECTION OF JACKSBORO HIGHWAY AND NORTHWEST 21ST STREET, ON THE
 CS1590'EXTENDED CENTER LINE OF NORTHWEST 21ST STREET, 40 FEET SOUTHWEST OF
 CS1590'THE STREET MARKER SIGN, IN THE CENTER OF THE PARKWAY.  A BRONZE DISK
 CS1590'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1590
 CS1590                          STATION RECOVERY (1956)
 CS1590
 CS1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CS1590'RECOVERED IN GOOD CONDITION.
 CS1590
 CS1590                          STATION RECOVERY (1989)
 CS1590
 CS1590'RECOVERY NOTE BY US POWER SQUADRON 1989 (GF)
 CS1590'MARK NOT FOUND.
 CS1590
 CS1590                          STATION RECOVERY (1996)
 CS1590
 CS1590'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1591 ***********************************************************************
 CS1591  DESIGNATION -  E 931 RESET 1956
 CS1591  PID         -  CS1591
 CS1591  STATE/COUNTY-  TX/TARRANT
 CS1591  USGS QUAD   -  HALTOM CITY (1981)
 CS1591
 CS1591                         *CURRENT SURVEY CONTROL
 CS1591  ___________________________________________________________________
 CS1591* NAD 83(1986)-  32 46 47.     (N)    097 22 13.     (W)     SCALED    
 CS1591* NAVD 88     -       179.88   (+/-2cm)     590.2    (feet)  VERTCON   
 CS1591  ___________________________________________________________________
 CS1591  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CS1591
 CS1591  VERT ORDER  -  THIRD (See Below)
 CS1591
 CS1591.The horizontal coordinates were scaled from a topographic map and have
 CS1591.an estimated accuracy of +/- 6 seconds.
 CS1591
 CS1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1591.The vertical order pertains to the NGVD 29 superseded value.
 CS1591
 CS1591.The geoid height was determined by GEOID03.
 CS1591
 CS1591;                    North         East    Units  Estimated Accuracy
 CS1591;SPC TXNC     - 2,124,000.      705,820.      MT  (+/- 180 meters Scaled)
 CS1591
 CS1591                          SUPERSEDED SURVEY CONTROL
 CS1591
 CS1591  NGVD 29 (01/29/03)  179.87   (m)          590.1    (f) RESET       3  
 CS1591
 CS1591.Superseded values are not recommended for survey control.
 CS1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1591.See file dsdata.txt to determine how the superseded data were derived.
 CS1591
 CS1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB526280(NAD 83)
 CS1591_MARKER: DB = BENCH MARK DISK
 CS1591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1591_SP_SET: LIGHT FOUNDATION
 CS1591_STAMPING: E 931 RESET 1956
 CS1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1591
 CS1591  HISTORY     - Date     Condition        Report By
 CS1591  HISTORY     - 1956     MONUMENTED       CGS
 CS1591  HISTORY     - 1984     GOOD             USPSQD
 CS1591  HISTORY     - 1984     GOOD             NGS
 CS1591  HISTORY     - 19970301 GOOD             USPSQD
 CS1591
 CS1591                          STATION DESCRIPTION
 CS1591
 CS1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CS1591'2.7 MI NW FROM FORT WORTH.
 CS1591'2.7 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT THE
 CS1591'INTERSECTION OF JACKSBORO HIGHWAY AND NORTHWEST 21ST STREET, 75 FEET
 CS1591'NORTHEAST OF CENTERLINE OF JACKSBORO HIGHWAY ON THE PROPERTY OF THE
 CS1591'HERB HUNTER GULF SERVICE STATION, 60 FEET NORTHWEST OF THE SERVICE
 CS1591'STATION, AND 3 FEET NORTHWEST OF A FLOOD LIGHT POLE.  A STANDARD DISK
 CS1591'STAMPED E 931 RESET 1956 AND SET IN THE CONCRETE FLOOD LIGHT
 CS1591'FOUNDATION.
 CS1591
 CS1591                          STATION RECOVERY (1984)
 CS1591
 CS1591'RECOVERY NOTE BY US POWER SQUADRON 1984 (GF)
 CS1591'RECOVERED IN GOOD CONDITION.
 CS1591
 CS1591                          STATION RECOVERY (1984)
 CS1591
 CS1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1591'RECOVERED IN GOOD CONDITION.
 CS1591
 CS1591                          STATION RECOVERY (1997)
 CS1591
 CS1591'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1707 ***********************************************************************
 CS1707  DESIGNATION -  E 932
 CS1707  PID         -  CS1707
 CS1707  STATE/COUNTY-  TX/TARRANT
 CS1707  USGS QUAD   -  HALTOM CITY (1981)
 CS1707
 CS1707                         *CURRENT SURVEY CONTROL
 CS1707  ___________________________________________________________________
 CS1707* NAD 83(1986)-  32 45 44.     (N)    097 18 04.     (W)     SCALED    
 CS1707* NAVD 88     -       169.280  (meters)     555.38   (feet)  ADJUSTED  
 CS1707  ___________________________________________________________________
 CS1707  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1707  DYNAMIC HT  -         169.082 (meters)     554.73  (feet)  COMP
 CS1707  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 CS1707
 CS1707  VERT ORDER  -  FIRST     CLASS II
 CS1707
 CS1707.The horizontal coordinates were scaled from a topographic map and have
 CS1707.an estimated accuracy of +/- 6 seconds.
 CS1707
 CS1707.The orthometric height was determined by differential leveling
 CS1707.and adjusted by the National Geodetic Survey in June 1991..
 CS1707
 CS1707.The geoid height was determined by GEOID03.
 CS1707
 CS1707.The dynamic height is computed by dividing the NAVD 88
 CS1707.geopotential number by the normal gravity value computed on the
 CS1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1707.degrees latitude (g = 980.6199 gals.).
 CS1707
 CS1707.The modeled gravity was interpolated from observed gravity values.
 CS1707
 CS1707;                    North         East    Units  Estimated Accuracy
 CS1707;SPC TXNC     - 2,122,130.      712,320.      MT  (+/- 180 meters Scaled)
 CS1707
 CS1707                          SUPERSEDED SURVEY CONTROL
 CS1707
 CS1707  NGVD 29 (??/??/92)  169.280  (m)          555.38   (f) ADJ UNCH    1 2
 CS1707
 CS1707.Superseded values are not recommended for survey control.
 CS1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1707.See file dsdata.txt to determine how the superseded data were derived.
 CS1707
 CS1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB591262(NAD 83)
 CS1707_MARKER: DB = BENCH MARK DISK
 CS1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1707_STAMPING: E 932 1946 555.379
 CS1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1707+STABILITY: SURFACE MOTION
 CS1707
 CS1707  HISTORY     - Date     Condition        Report By
 CS1707  HISTORY     - 1946     MONUMENTED       CGS
 CS1707  HISTORY     - 1956     GOOD             NGS
 CS1707  HISTORY     - 1984     GOOD             NGS
 CS1707  HISTORY     - 19951118 GOOD             USPSQD
 CS1707  HISTORY     - 20021029 GOOD             GEOCAC
 CS1707
 CS1707                          STATION DESCRIPTION
 CS1707
 CS1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1707'IN FORT WORTH.
 CS1707'ABOUT 1.8 MILES EAST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT THE
 CS1707'NORTHEAST CORNER OF THE INTERSECTION OF RIVERSIDE DRIVE AND GALVEZ
 CS1707'AVENUE, 59 FEET EAST OF THE CENTERLINE OF RIVERSIDE, 23 FEET NORTH OF
 CS1707'THE CENTERLINE OF GALVEZ, 80 FEET SOUTH OF THE CENTERLINE OF THE
 CS1707'RAILROAD TRACKS, 3 FEET NORTH OF THE NORTH CURB OF GALVEZ, 8 FEET
 CS1707'SOUTH OF THE SOUTH EDGE OF THE WALK ALONG THE NORTH SIDE OF GALVEZ, 24
 CS1707'FEET EAST OF THE EAST EDGE OF THE WALK ALONG THE EAST SIDE OF
 CS1707'RIVERSIDE.  IT IS IN THE SOUTHWEST CORNER OF THE EAST PLANT OF THE
 CS1707'MAXWELL STEEL COMPANY.  A STANDARD DISK STAMPED E 932 1946 555.379 IN
 CS1707'A CONCRETE POST ABOUT 3 INCHES BELOW THE SURFACE OF THE LAWN.
 CS1707
 CS1707                          STATION RECOVERY (1984)
 CS1707
 CS1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1707'RECOVERED IN GOOD CONDITION.
 CS1707
 CS1707                          STATION RECOVERY (1995)
 CS1707
 CS1707'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1707'RECOVERED IN GOOD CONDITION.
 CS1707
 CS1707                          STATION RECOVERY (2002)
 CS1707
 CS1707'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1707'MARK WAS COVERED IN 1/2 INCH OF MUD.  OTHERWISE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1215 ***********************************************************************
 BZ1215  DESIGNATION -  E 934 RESET
 BZ1215  PID         -  BZ1215
 BZ1215  STATE/COUNTY-  TX/FREESTONE
 BZ1215  USGS QUAD   -  LANELY (1982)
 BZ1215
 BZ1215                         *CURRENT SURVEY CONTROL
 BZ1215  ___________________________________________________________________
 BZ1215* NAD 83(1986)-  31 35 59.     (N)    096 01 33.     (W)     SCALED    
 BZ1215* NAVD 88     -       102.21   (meters)     335.3    (feet)  RESET     
 BZ1215  ___________________________________________________________________
 BZ1215  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BZ1215
 BZ1215  VERT ORDER  -  THIRD
 BZ1215
 BZ1215.The horizontal coordinates were scaled from a topographic map and have
 BZ1215.an estimated accuracy of +/- 6 seconds.
 BZ1215
 BZ1215.The orthometric height was computed from unverified reset data.
 BZ1215
 BZ1215.The geoid height was determined by GEOID03.
 BZ1215
 BZ1215;                    North         East    Units  Estimated Accuracy
 BZ1215;SPC TX C     - 3,222,210.    1,108,660.      MT  (+/- 180 meters Scaled)
 BZ1215
 BZ1215                          SUPERSEDED SURVEY CONTROL
 BZ1215
 BZ1215  NGVD 29 (01/29/03)  102.19   (m)          335.3    (f) RESET       3  
 BZ1215
 BZ1215.Superseded values are not recommended for survey control.
 BZ1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1215.See file dsdata.txt to determine how the superseded data were derived.
 BZ1215
 BZ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV821999(NAD 83)
 BZ1215_MARKER: DB = BENCH MARK DISK
 BZ1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1215_SP_SET: CONCRETE POST
 BZ1215_STAMPING: E 934 RESET 1957
 BZ1215_MARK LOGO: CGS   
 BZ1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1215+STABILITY: SURFACE MOTION
 BZ1215
 BZ1215  HISTORY     - Date     Condition        Report By
 BZ1215  HISTORY     - 1957     MONUMENTED
 BZ1215  HISTORY     - 19580410 GOOD             CGS
 BZ1215
 BZ1215                          STATION DESCRIPTION
 BZ1215
 BZ1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ1215'7.0 MILES EAST OF DEW WHICH IS AT THE JUNCTION OF U.S. HIGHWAY 75 AND
 BZ1215'F.M. HIGHWAY 489, ALONG THE NORTH RIGHT-OF-WAY LINE OF F.M. 489,
 BZ1215'ABOUT 30 YARDS NORTHEAST OF A BRIDGE, 1 FOOT SOUTH OF THE NORTH
 BZ1215'RIGHT-OF-WAY FENCE, 3 FEET EAST OF A 12-INCH FENCE POST AND 2 FEET
 BZ1215'WEST OF 4 BY 4 POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1460 ***********************************************************************
 BZ1460  DESIGNATION -  E 935 RESET
 BZ1460  PID         -  BZ1460
 BZ1460  STATE/COUNTY-  TX/LIMESTONE
 BZ1460  USGS QUAD   -  MEXIA (1982)
 BZ1460
 BZ1460                         *CURRENT SURVEY CONTROL
 BZ1460  ___________________________________________________________________
 BZ1460* NAD 83(1986)-  31 38 15.     (N)    096 24 54.     (W)     SCALED    
 BZ1460* NAVD 88     -       166.07   (+/-2cm)     544.8    (feet)  VERTCON   
 BZ1460  ___________________________________________________________________
 BZ1460  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ1460
 BZ1460  VERT ORDER  -  THIRD (See Below)
 BZ1460
 BZ1460.The horizontal coordinates were scaled from a topographic map and have
 BZ1460.an estimated accuracy of +/- 6 seconds.
 BZ1460
 BZ1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1460.The vertical order pertains to the NGVD 29 superseded value.
 BZ1460
 BZ1460.The geoid height was determined by GEOID03.
 BZ1460
 BZ1460;                    North         East    Units  Estimated Accuracy
 BZ1460;SPC TX C     - 3,225,030.    1,071,610.      MT  (+/- 180 meters Scaled)
 BZ1460
 BZ1460                          SUPERSEDED SURVEY CONTROL
 BZ1460
 BZ1460  NGVD 29 (01/29/03)  166.05   (m)          544.8    (f) RESET       3  
 BZ1460
 BZ1460.Superseded values are not recommended for survey control.
 BZ1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1460.See file dsdata.txt to determine how the superseded data were derived.
 BZ1460
 BZ1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA451031(NAD 83)
 BZ1460_MARKER: DB = BENCH MARK DISK
 BZ1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1460_SP_SET: CONCRETE POST
 BZ1460_STAMPING: E 935 RESET 1958
 BZ1460_MARK LOGO: CGS   
 BZ1460_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1460+STABILITY: SURFACE MOTION
 BZ1460
 BZ1460  HISTORY     - Date     Condition        Report By
 BZ1460  HISTORY     - 1958     MONUMENTED       CGS
 BZ1460
 BZ1460                          STATION DESCRIPTION
 BZ1460
 BZ1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ1460'5.1 MILES SOUTHEAST FROM THE CENTER OF MEXIA, ALONG THE SOUTHWEST SIDE
 BZ1460'OF F.M. ROAD 1365, 6 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY
 BZ1460'LINE, IN A FENCE LINE LEADING SOUTH FROM THE HIGHWAY, 2 FEET SOUTH OF
 BZ1460'A POST, 12 YARDS NORTHWEST OF A 30-INCH OAK, AND 0.2 MILE NORTHWEST
 BZ1460'OF A CROSSROAD IN THE WEST EDGE OF A FIELD, PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1473 ***********************************************************************
 BZ1473  DESIGNATION -  E 937 RESET
 BZ1473  PID         -  BZ1473
 BZ1473  STATE/COUNTY-  TX/FREESTONE
 BZ1473  USGS QUAD   -  WORTHAM (1982)
 BZ1473
 BZ1473                         *CURRENT SURVEY CONTROL
 BZ1473  ___________________________________________________________________
 BZ1473* NAD 83(1986)-  31 46 46.     (N)    096 28 03.     (W)     SCALED    
 BZ1473* NAVD 88     -       138.39   (meters)     454.0    (feet)  RESET     
 BZ1473  ___________________________________________________________________
 BZ1473  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ1473
 BZ1473  VERT ORDER  -  THIRD
 BZ1473
 BZ1473.The horizontal coordinates were scaled from a topographic map and have
 BZ1473.an estimated accuracy of +/- 6 seconds.
 BZ1473
 BZ1473.The orthometric height was computed from unverified reset data.
 BZ1473
 BZ1473.The geoid height was determined by GEOID03.
 BZ1473
 BZ1473;                    North         East    Units  Estimated Accuracy
 BZ1473;SPC TX C     - 3,240,580.    1,066,080.      MT  (+/- 180 meters Scaled)
 BZ1473
 BZ1473                          SUPERSEDED SURVEY CONTROL
 BZ1473
 BZ1473  NGVD 29 (01/29/03)  138.37   (m)          454.0    (f) RESET       3  
 BZ1473
 BZ1473.Superseded values are not recommended for survey control.
 BZ1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1473.See file dsdata.txt to determine how the superseded data were derived.
 BZ1473
 BZ1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA398187(NAD 83)
 BZ1473_MARKER: DB = BENCH MARK DISK
 BZ1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1473_SP_SET: CONCRETE POST
 BZ1473_STAMPING: E 937 RESET 1956
 BZ1473_MARK LOGO: CGS   
 BZ1473_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1473+STABILITY: SURFACE MOTION
 BZ1473
 BZ1473  HISTORY     - Date     Condition        Report By
 BZ1473  HISTORY     - 1956     MONUMENTED       CGS
 BZ1473  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1473
 BZ1473                          STATION DESCRIPTION
 BZ1473
 BZ1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BZ1473'0.55 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE METHODIST CHURCH IN
 BZ1473'WORTHAM, 65 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE OF THE HIGHWAY,
 BZ1473'6 FEET SOUTH OF AN EAST-WEST FENCE WHICH IS THE NORTH FENCE OF A
 BZ1473'SMALL PASTURE.  IT IS ABOUT 75 YARDS EAST OF THE SOUTH END OF A LONG
 BZ1473'POULTRY HOUSE AND ABOUT 75 YARDS NORTHWEST OF THE WORTHAM CITY LIMITS
 BZ1473'SIGN ON THE HIGHWAY, PROJECTS ABOUT 3 INCHES.
 BZ1473
 BZ1473                          STATION RECOVERY (2002)
 BZ1473
 BZ1473'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ1473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0071 ***********************************************************************
 BZ0071  DESIGNATION -  E 938
 BZ0071  PID         -  BZ0071
 BZ0071  STATE/COUNTY-  TX/NAVARRO
 BZ0071  USGS QUAD   -  RICHLAND (1978)
 BZ0071
 BZ0071                         *CURRENT SURVEY CONTROL
 BZ0071  ___________________________________________________________________
 BZ0071* NAD 83(1986)-  31 54 48.     (N)    096 23 55.     (W)     SCALED    
 BZ0071* NAVD 88     -       108.056  (meters)     354.51   (feet)  ADJUSTED  
 BZ0071  ___________________________________________________________________
 BZ0071  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0071  DYNAMIC HT  -         107.929 (meters)     354.10  (feet)  COMP
 BZ0071  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 BZ0071
 BZ0071  VERT ORDER  -  SECOND    CLASS 0
 BZ0071
 BZ0071.The horizontal coordinates were scaled from a topographic map and have
 BZ0071.an estimated accuracy of +/- 6 seconds.
 BZ0071
 BZ0071.The orthometric height was determined by differential leveling
 BZ0071.and adjusted by the National Geodetic Survey in June 1991..
 BZ0071
 BZ0071.The geoid height was determined by GEOID03.
 BZ0071
 BZ0071.The dynamic height is computed by dividing the NAVD 88
 BZ0071.geopotential number by the normal gravity value computed on the
 BZ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0071.degrees latitude (g = 980.6199 gals.).
 BZ0071
 BZ0071.The modeled gravity was interpolated from observed gravity values.
 BZ0071
 BZ0071;                    North         East    Units  Estimated Accuracy
 BZ0071;SPC TXNC     - 2,029,340.      798,750.      MT  (+/- 180 meters Scaled)
 BZ0071
 BZ0071                          SUPERSEDED SURVEY CONTROL
 BZ0071
 BZ0071  NGVD 29 (??/??/92)  108.042  (m)          354.47   (f) ADJ UNCH    2 0
 BZ0071
 BZ0071.Superseded values are not recommended for survey control.
 BZ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0071.See file dsdata.txt to determine how the superseded data were derived.
 BZ0071
 BZ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA459337(NAD 83)
 BZ0071_MARKER: DR = REFERENCE MARK DISK
 BZ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0071_STAMPING: E 938 1948
 BZ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0071+STABILITY: SURFACE MOTION
 BZ0071
 BZ0071  HISTORY     - Date     Condition        Report By
 BZ0071  HISTORY     - 1948     MONUMENTED       CGS
 BZ0071  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0071
 BZ0071                          STATION DESCRIPTION
 BZ0071
 BZ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0071'1.95 MI SE FROM RICHLAND.
 BZ0071'1.95 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75 FROM THE JUNCTION WITH
 BZ0071'STATE HIGHWAY NO.14 AT RICHLAND, AT THE NORTH CORNER OF A BOARD
 BZ0071'CORRAL, 51.7 FEET SOUTHWEST AND ABOUT 2.0 FEET BELOW THE CENTER OF THE
 BZ0071'HIGHWAY, 8.0 FEET NORTHWEST OF THE CENTER OF A WOODEN GATE, 2.0 FEET
 BZ0071'SOUTHEAST OF A WITNESS POST, 1.0 FOOT NORTHEAST OF A BOARD AND BARB
 BZ0071'WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BZ0071'FOOT ABOVE GROUND.
 BZ0071
 BZ0071                          STATION RECOVERY (2002)
 BZ0071
 BZ0071'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BZ0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0798 ***********************************************************************
 CR0798  DESIGNATION -  E 939
 CR0798  PID         -  CR0798
 CR0798  STATE/COUNTY-  TX/WOOD
 CR0798  USGS QUAD   -  GOLDEN (1981)
 CR0798
 CR0798                         *CURRENT SURVEY CONTROL
 CR0798  ___________________________________________________________________
 CR0798* NAD 83(1986)-  32 40 24.     (N)    095 30 37.     (W)     SCALED    
 CR0798* NAVD 88     -       123.375  (meters)     404.77   (feet)  ADJUSTED  
 CR0798  ___________________________________________________________________
 CR0798  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR0798  DYNAMIC HT  -         123.235 (meters)     404.31  (feet)  COMP
 CR0798  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 CR0798
 CR0798  VERT ORDER  -  FIRST     CLASS II
 CR0798
 CR0798.This mark is at Mineola Wisener Fld (3F9) Airport (3F9)
 CR0798
 CR0798.The horizontal coordinates were scaled from a topographic map and have
 CR0798.an estimated accuracy of +/- 6 seconds.
 CR0798
 CR0798.The orthometric height was determined by differential leveling
 CR0798.and adjusted by the National Geodetic Survey in June 1991..
 CR0798
 CR0798.The geoid height was determined by GEOID03.
 CR0798
 CR0798.The dynamic height is computed by dividing the NAVD 88
 CR0798.geopotential number by the normal gravity value computed on the
 CR0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0798.degrees latitude (g = 980.6199 gals.).
 CR0798
 CR0798.The modeled gravity was interpolated from observed gravity values.
 CR0798
 CR0798;                    North         East    Units  Estimated Accuracy
 CR0798;SPC TXNC     - 2,115,620.      880,360.      MT  (+/- 180 meters Scaled)
 CR0798
 CR0798                          SUPERSEDED SURVEY CONTROL
 CR0798
 CR0798  NGVD 29 (??/??/92)  123.403  (m)          404.86   (f) ADJ UNCH    1 2
 CR0798
 CR0798.Superseded values are not recommended for survey control.
 CR0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0798.See file dsdata.txt to determine how the superseded data were derived.
 CR0798
 CR0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS646178(NAD 83)
 CR0798_MARKER: DB = BENCH MARK DISK
 CR0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0798_STAMPING: E 939 1948
 CR0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0798+STABILITY: SURFACE MOTION
 CR0798
 CR0798  HISTORY     - Date     Condition        Report By
 CR0798  HISTORY     - 1948     MONUMENTED       CGS
 CR0798  HISTORY     - 1959     GOOD             NGS
 CR0798  HISTORY     - 19950809 GOOD             USPSQD
 CR0798  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0798  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 CR0798
 CR0798                          STATION DESCRIPTION
 CR0798
 CR0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0798'1.6 MI NW FROM MINEOLA.
 CR0798'ABOUT 0.9 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0798'STATION AT MINEOLA, THENCE ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 80,
 CR0798'THENCE ABOUT 0.3 MILE NORTH ALONG FRANCIS STREET, THENCE ABOUT 0.05
 CR0798'MILE WEST ALONG COUNTRY CLUB ROAD, AT THE WISENER AIRPORT, 188.3 FEET
 CR0798'NORTH OF BENCH MARK D 939, 79.2 FEET WEST OF THE EAST BOUNDARY FENCE
 CR0798'OF THE AIRPORT, 8 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL METAL
 CR0798'BUILDING, 5 INCHES NORTH-NORTHEAST OF THE SOUTH GATE POST WHICH IS IN
 CR0798'THE WEST FENCE OF A SMALL PEN, AND IN THE TOP OF A CONCRETE POST 4
 CR0798'INCHES BELOW THE GROUND.
 CR0798
 CR0798                          STATION RECOVERY (1995)
 CR0798
 CR0798'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0798'RECOVERED IN GOOD CONDITION.
 CR0798
 CR0798                          STATION RECOVERY (2004)
 CR0798
 CR0798'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0798'MARK NOT FOUND.
 CR0798
 CR0798                          STATION RECOVERY (2005)
 CR0798
 CR0798'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0473 ***********************************************************************
 AJ0473  DESIGNATION -  E 94
 AJ0473  PID         -  AJ0473
 AJ0473  STATE/COUNTY-  TX/DUVAL
 AJ0473  USGS QUAD   -  REALITOS (1967)
 AJ0473
 AJ0473                         *CURRENT SURVEY CONTROL
 AJ0473  ___________________________________________________________________
 AJ0473* NAD 83(1986)-  27 24 35.     (N)    098 34 17.     (W)     SCALED    
 AJ0473* NAVD 88     -       150.545  (meters)     493.91   (feet)  ADJUSTED  
 AJ0473  ___________________________________________________________________
 AJ0473  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AJ0473  DYNAMIC HT  -         150.306 (meters)     493.13  (feet)  COMP
 AJ0473  MODELED GRAV-     979,054.3   (mgal)                       NAVD 88
 AJ0473
 AJ0473  VERT ORDER  -  FIRST     CLASS II
 AJ0473
 AJ0473.The horizontal coordinates were scaled from a topographic map and have
 AJ0473.an estimated accuracy of +/- 6 seconds.
 AJ0473
 AJ0473.The orthometric height was determined by differential leveling
 AJ0473.and adjusted by the National Geodetic Survey in June 1991..
 AJ0473
 AJ0473.The geoid height was determined by GEOID03.
 AJ0473
 AJ0473.The dynamic height is computed by dividing the NAVD 88
 AJ0473.geopotential number by the normal gravity value computed on the
 AJ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0473.degrees latitude (g = 980.6199 gals.).
 AJ0473
 AJ0473.The modeled gravity was interpolated from observed gravity values.
 AJ0473
 AJ0473;                    North         East    Units  Estimated Accuracy
 AJ0473;SPC TX S     - 5,193,120.      292,940.      MT  (+/- 180 meters Scaled)
 AJ0473
 AJ0473                          SUPERSEDED SURVEY CONTROL
 AJ0473
 AJ0473  NGVD 29 (??/??/92)  150.578  (m)          494.02   (f) ADJ UNCH    1 2
 AJ0473
 AJ0473.Superseded values are not recommended for survey control.
 AJ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0473.See file dsdata.txt to determine how the superseded data were derived.
 AJ0473
 AJ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR423318(NAD 83)
 AJ0473_MARKER: DB = BENCH MARK DISK
 AJ0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0473_SP_SET: PILLAR
 AJ0473_STAMPING: E 94 1933 494.021
 AJ0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0473
 AJ0473  HISTORY     - Date     Condition        Report By
 AJ0473  HISTORY     - 1933     MONUMENTED       CGS
 AJ0473  HISTORY     - 1967     MARK NOT FOUND   USGS
 AJ0473
 AJ0473                          STATION DESCRIPTION
 AJ0473
 AJ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0473'3.8 MI SW FROM REALITOS.
 AJ0473'ON THE TEXAS-MEXICAN RR. ABOUT 1/3 MILE E OF MILE POST 73.  SET IN THE
 AJ0473'VERTICAL FACE OF CONCRETE PILLAR OF HIGHWAY OVERPASS.  N OF TRACK.
 AJ0473
 AJ0473                          STATION RECOVERY (1967)
 AJ0473
 AJ0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AJ0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0603 ***********************************************************************
 BZ0603  DESIGNATION -  E 940
 BZ0603  PID         -  BZ0603
 BZ0603  STATE/COUNTY-  TX/LIMESTONE
 BZ0603  USGS QUAD   -  TEHUACANA (1978)
 BZ0603
 BZ0603                         *CURRENT SURVEY CONTROL
 BZ0603  ___________________________________________________________________
 BZ0603* NAD 83(1986)-  31 43 51.     (N)    096 37 04.     (W)     SCALED    
 BZ0603* NAVD 88     -       160.566  (meters)     526.79   (feet)  ADJUSTED  
 BZ0603  ___________________________________________________________________
 BZ0603  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 BZ0603  DYNAMIC HT  -         160.375 (meters)     526.16  (feet)  COMP
 BZ0603  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 BZ0603
 BZ0603  VERT ORDER  -  FIRST     CLASS II
 BZ0603
 BZ0603.The horizontal coordinates were scaled from a topographic map and have
 BZ0603.an estimated accuracy of +/- 6 seconds.
 BZ0603
 BZ0603.The orthometric height was determined by differential leveling
 BZ0603.and adjusted by the National Geodetic Survey in June 1991..
 BZ0603
 BZ0603.The geoid height was determined by GEOID03.
 BZ0603
 BZ0603.The dynamic height is computed by dividing the NAVD 88
 BZ0603.geopotential number by the normal gravity value computed on the
 BZ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0603.degrees latitude (g = 980.6199 gals.).
 BZ0603
 BZ0603.The modeled gravity was interpolated from observed gravity values.
 BZ0603
 BZ0603;                    North         East    Units  Estimated Accuracy
 BZ0603;SPC TX C     - 3,234,710.    1,052,040.      MT  (+/- 180 meters Scaled)
 BZ0603
 BZ0603                          SUPERSEDED SURVEY CONTROL
 BZ0603
 BZ0603  NGVD 29 (??/??/92)  160.547  (m)          526.73   (f) ADJ UNCH    1 2
 BZ0603
 BZ0603.Superseded values are not recommended for survey control.
 BZ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0603.See file dsdata.txt to determine how the superseded data were derived.
 BZ0603
 BZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA256130(NAD 83)
 BZ0603_MARKER: DB = BENCH MARK DISK
 BZ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0603_STAMPING: E 940 1948
 BZ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0603+STABILITY: SURFACE MOTION
 BZ0603
 BZ0603  HISTORY     - Date     Condition        Report By
 BZ0603  HISTORY     - 1948     MONUMENTED       CGS
 BZ0603  HISTORY     - 1980     POOR             NGS
 BZ0603
 BZ0603                          STATION DESCRIPTION
 BZ0603
 BZ0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0603'2.4 MI SE FROM COOLIDGE.
 BZ0603'2.4 MILES SOUTHEAST ALONG THE ABANDONED BURLINGTON-ROCK ISLAND
 BZ0603'RAILROAD FROM THE STATION BUILDING AT COOLIDGE, IN THE SOUTH QUARTER
 BZ0603'OF A PUBLIC ROAD CROSSING, 107.0 FEET SOUTHEAST OF THE CENTER LINE OF
 BZ0603'THE ROAD, 38.0 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD RAILROAD
 BZ0603'BED, 11.6 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, 4.6 FEET
 BZ0603'EAST OF TELEPHONE POLE NO. 295, 1.6 FEET NORTHWEST OF A REFERENCE
 BZ0603'POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 BZ0603'GROUND.
 BZ0603
 BZ0603                          STATION RECOVERY (1980)
 BZ0603
 BZ0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0603'NOTE-NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1890 ***********************************************************************
 CS1890  DESIGNATION -  E 941 RESET 1967
 CS1890  PID         -  CS1890
 CS1890  STATE/COUNTY-  TX/TARRANT
 CS1890  USGS QUAD   -  GRAPEVINE (1981)
 CS1890
 CS1890                         *CURRENT SURVEY CONTROL
 CS1890  ___________________________________________________________________
 CS1890* NAD 83(1986)-  32 56 36.     (N)    097 06 41.     (W)     SCALED    
 CS1890* NAVD 88     -       192.34   (+/-2cm)     631.0    (feet)  VERTCON   
 CS1890  ___________________________________________________________________
 CS1890  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 CS1890
 CS1890  VERT ORDER  -  THIRD (See Below)
 CS1890
 CS1890.The horizontal coordinates were scaled from a topographic map and have
 CS1890.an estimated accuracy of +/- 6 seconds.
 CS1890
 CS1890.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1890.The vertical order pertains to the NGVD 29 superseded value.
 CS1890
 CS1890.The geoid height was determined by GEOID03.
 CS1890
 CS1890;                    North         East    Units  Estimated Accuracy
 CS1890;SPC TXNC     - 2,142,430.      729,830.      MT  (+/- 180 meters Scaled)
 CS1890
 CS1890                          SUPERSEDED SURVEY CONTROL
 CS1890
 CS1890  NGVD 29 (??/??/??)  192.32   (m)          631.0    (f) RESET       3  
 CS1890
 CS1890.Superseded values are not recommended for survey control.
 CS1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1890.See file dsdata.txt to determine how the superseded data were derived.
 CS1890
 CS1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB765465(NAD 83)
 CS1890_MARKER: DB = BENCH MARK DISK
 CS1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1890_STAMPING: E 941 RESET 1967
 CS1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1890+STABILITY: SURFACE MOTION
 CS1890
 CS1890  HISTORY     - Date     Condition        Report By
 CS1890  HISTORY     - 1967     MONUMENTED       CGS
 CS1890  HISTORY     - 1990     GOOD             USPSQD
 CS1890
 CS1890                          STATION DESCRIPTION
 CS1890
 CS1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CS1890'1.9 MI NW FROM GRAPEVINE.
 CS1890'ABOUT 1.4 MILES NORTHWEST ALONG BUSINESS ROUTE 114 FROM THE JUNCTION
 CS1890'OF STATE HIGHWAY 121 IN GRAPEVINE, THENCE 0.5 MILE NORTHWEST ALONG
 CS1890'STATE HIGHWAY 114 TO SITE OF MARK, 113 FEET NORTH OF THE CENTER LINE
 CS1890'OF HIGHWAY, 16 FEET WEST OF THE CENTER OF A PRIVATE DRIVEWAY, 5 FEET
 CS1890'NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHWEST OF A POWER LINE
 CS1890'POLE, 1 FOOT NORTH OF A METAL WITNESS POST, AND ON LAND OWNED BY MR.
 CS1890'FRED BRUAN.  A BENCH MARK DISK SET IN A 12 X 12 IN. CONCRETE POST
 CS1890'FLUSH WITH THE SURFACE OF GROUND.
 CS1890
 CS1890                          STATION RECOVERY (1990)
 CS1890
 CS1890'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 CS1890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1948 ***********************************************************************
 CS1948  DESIGNATION -  E 942
 CS1948  PID         -  CS1948
 CS1948  STATE/COUNTY-  TX/TARRANT
 CS1948  USGS QUAD   -  HURST (1981)
 CS1948
 CS1948                         *CURRENT SURVEY CONTROL
 CS1948  ___________________________________________________________________
 CS1948* NAD 83(1986)-  32 51 12.     (N)    097 14 17.     (W)     SCALED    
 CS1948* NAVD 88     -       191.563  (meters)     628.49   (feet)  ADJUSTED  
 CS1948  ___________________________________________________________________
 CS1948  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS1948  DYNAMIC HT  -         191.339 (meters)     627.75  (feet)  COMP
 CS1948  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 CS1948
 CS1948  VERT ORDER  -  SECOND    CLASS 0
 CS1948
 CS1948.The horizontal coordinates were scaled from a topographic map and have
 CS1948.an estimated accuracy of +/- 6 seconds.
 CS1948
 CS1948.The orthometric height was determined by differential leveling
 CS1948.and adjusted by the National Geodetic Survey in June 1991..
 CS1948
 CS1948.The geoid height was determined by GEOID03.
 CS1948
 CS1948.The dynamic height is computed by dividing the NAVD 88
 CS1948.geopotential number by the normal gravity value computed on the
 CS1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1948.degrees latitude (g = 980.6199 gals.).
 CS1948
 CS1948.The modeled gravity was interpolated from observed gravity values.
 CS1948
 CS1948;                    North         East    Units  Estimated Accuracy
 CS1948;SPC TXNC     - 2,132,300.      718,110.      MT  (+/- 180 meters Scaled)
 CS1948
 CS1948                          SUPERSEDED SURVEY CONTROL
 CS1948
 CS1948  NGVD 29 (??/??/92)  191.551  (m)          628.45   (f) ADJ UNCH    2 0
 CS1948
 CS1948.Superseded values are not recommended for survey control.
 CS1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1948.See file dsdata.txt to determine how the superseded data were derived.
 CS1948
 CS1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB648364(NAD 83)
 CS1948_MARKER: DB = BENCH MARK DISK
 CS1948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1948_SP_SET: CULVERT
 CS1948_STAMPING: E 942 1946
 CS1948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1948
 CS1948  HISTORY     - Date     Condition        Report By
 CS1948  HISTORY     - 1946     MONUMENTED       CGS
 CS1948  HISTORY     - 1957     GOOD             NGS
 CS1948  HISTORY     - 1991     GOOD             USPSQD
 CS1948  HISTORY     - 19970301 GOOD             USPSQD
 CS1948  HISTORY     - 20011226 GOOD             INDIV
 CS1948
 CS1948                          STATION DESCRIPTION
 CS1948
 CS1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1948'1.5 MI ESE FROM WATAUGA.
 CS1948'ABOUT 11.0 MILES NORTHEAST ALONG THE ST LOUIS AND SOUTHWESTERN
 CS1948'RAILROAD FROM THE STATION IN FORT WORTH, 1.5 MILES EAST, SOUTHEAST OF
 CS1948'WATAUGA, A SMALL TOWN ON U.S. HIGHWAY NO. 377, IN THE SOUTHWEST END OF
 CS1948'THE NORTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD AND
 CS1948'ABOUT 30 YARDS NORTHEAST OF THE CROSSING OF A NORTHSOUTH SECTION LINE
 CS1948'ROAD.  A STANDARD DISK STAMPED E 942 1946 IN THE RAILROAD CULVERT. TO
 CS1948'REACH FROM U.S. HIGHWAY NO. 377 IN WATAUGA.  GO EAST ON THE SECTION
 CS1948'LINE ROAD 1.5 MILES TO THE CROSS ROADS.  THEN TURN RIGHT AND GO SOUTH
 CS1948'ON THE MAIN ROAD 0.5 MILE TO THE RAILROAD CROSSING AND THE MARK ON THE
 CS1948'LEFT OR EAST AS DESCRIBED.
 CS1948
 CS1948                          STATION RECOVERY (1991)
 CS1948
 CS1948'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWM)
 CS1948'RECOVERED IN GOOD CONDITION.
 CS1948
 CS1948                          STATION RECOVERY (1997)
 CS1948
 CS1948'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1948'RECOVERED IN GOOD CONDITION.
 CS1948
 CS1948                          STATION RECOVERY (2001)
 CS1948
 CS1948'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RLW)
 CS1948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1920 ***********************************************************************
 CS1920  DESIGNATION -  E 943
 CS1920  PID         -  CS1920
 CS1920  STATE/COUNTY-  TX/TARRANT
 CS1920  USGS QUAD   -  KELLER (1981)
 CS1920
 CS1920                         *CURRENT SURVEY CONTROL
 CS1920  ___________________________________________________________________
 CS1920* NAD 83(1986)-  32 56 30.     (N)    097 15 14.     (W)     SCALED    
 CS1920* NAVD 88     -       223.852  (meters)     734.42   (feet)  ADJUSTED  
 CS1920  ___________________________________________________________________
 CS1920  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS1920  DYNAMIC HT  -         223.591 (meters)     733.56  (feet)  COMP
 CS1920  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 CS1920
 CS1920  VERT ORDER  -  SECOND    CLASS 0
 CS1920
 CS1920.The horizontal coordinates were scaled from a topographic map and have
 CS1920.an estimated accuracy of +/- 6 seconds.
 CS1920
 CS1920.The orthometric height was determined by differential leveling
 CS1920.and adjusted by the National Geodetic Survey in June 1991..
 CS1920
 CS1920.The geoid height was determined by GEOID03.
 CS1920
 CS1920.The dynamic height is computed by dividing the NAVD 88
 CS1920.geopotential number by the normal gravity value computed on the
 CS1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1920.degrees latitude (g = 980.6199 gals.).
 CS1920
 CS1920.The modeled gravity was interpolated from observed gravity values.
 CS1920
 CS1920;                    North         East    Units  Estimated Accuracy
 CS1920;SPC TXNC     - 2,142,080.      716,510.      MT  (+/- 180 meters Scaled)
 CS1920
 CS1920                          SUPERSEDED SURVEY CONTROL
 CS1920
 CS1920  NGVD 29 (??/??/92)  223.838  (m)          734.38   (f) ADJ UNCH    2 0
 CS1920
 CS1920.Superseded values are not recommended for survey control.
 CS1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1920.See file dsdata.txt to determine how the superseded data were derived.
 CS1920
 CS1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB632461(NAD 83)
 CS1920_MARKER: DB = BENCH MARK DISK
 CS1920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1920_SP_SET: CULVERT
 CS1920_STAMPING: E 943 1946
 CS1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1920+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 CS1920
 CS1920  HISTORY     - Date     Condition        Report By
 CS1920  HISTORY     - 1946     MONUMENTED       CGS
 CS1920  HISTORY     - 1962     GOOD             NGS
 CS1920  HISTORY     - 1990     GOOD             USPSQD
 CS1920  HISTORY     - 19951118 GOOD             USPSQD
 CS1920  HISTORY     - 20020521 GOOD             INDIV
 CS1920
 CS1920                          STATION DESCRIPTION
 CS1920
 CS1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1920'0.5 MI N FROM KELLER.
 CS1920'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 377 FROM THE FIRST BAPTIST
 CS1920'CHURCH AT KELLER, TARRANT COUNTY, AT THE T-JUNCTION OF A DIRT ROAD
 CS1920'LEADING EAST, AT A 2-BY-4-FOOT CONCRETE CULVERT, IN THE CENTER OF THE
 CS1920'TOP OF THE WEST HEADWALL, 26 FEET WEST OF THE CENTERLINE OF THE
 CS1920'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED E 943
 CS1920'1946.  NOTE-- THE T-JUNCTION OF DIRT ROAD LEADING EAST IS NOW BLACK
 CS1920'TOP ROAD AND IS FARM TO MARKET ROAD NO. 1709.
 CS1920
 CS1920                          STATION RECOVERY (1990)
 CS1920
 CS1920'RECOVERY NOTE BY US POWER SQUADRON 1990 (LTS)
 CS1920'RECOVERED IN GOOD CONDITION.
 CS1920
 CS1920                          STATION RECOVERY (1995)
 CS1920
 CS1920'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1920'RECOVERED IN GOOD CONDITION.
 CS1920
 CS1920                          STATION RECOVERY (2002)
 CS1920
 CS1920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1920'N32 56.508 W097 15.242 WGS-84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1986 ***********************************************************************
 CS1986  DESIGNATION -  E 944
 CS1986  PID         -  CS1986
 CS1986  STATE/COUNTY-  TX/DALLAS
 CS1986  USGS QUAD   -  EULESS (1981)
 CS1986
 CS1986                         *CURRENT SURVEY CONTROL
 CS1986  ___________________________________________________________________
 CS1986* NAD 83(1986)-  32 50 13.     (N)    097 01 37.     (W)     SCALED    
 CS1986* NAVD 88     -       146.938  (meters)     482.08   (feet)  ADJUSTED  
 CS1986  ___________________________________________________________________
 CS1986  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CS1986  DYNAMIC HT  -         146.769 (meters)     481.52  (feet)  COMP
 CS1986  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 CS1986
 CS1986  VERT ORDER  -  SECOND    CLASS 0
 CS1986
 CS1986.The horizontal coordinates were scaled from a topographic map and have
 CS1986.an estimated accuracy of +/- 6 seconds.
 CS1986
 CS1986.The orthometric height was determined by differential leveling
 CS1986.and adjusted by the National Geodetic Survey in June 1991..
 CS1986
 CS1986.The geoid height was determined by GEOID03.
 CS1986
 CS1986.The dynamic height is computed by dividing the NAVD 88
 CS1986.geopotential number by the normal gravity value computed on the
 CS1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1986.degrees latitude (g = 980.6199 gals.).
 CS1986
 CS1986.The modeled gravity was interpolated from observed gravity values.
 CS1986
 CS1986;                    North         East    Units  Estimated Accuracy
 CS1986;SPC TXNC     - 2,130,740.      737,890.      MT  (+/- 180 meters Scaled)
 CS1986
 CS1986                          SUPERSEDED SURVEY CONTROL
 CS1986
 CS1986  NGVD 29 (??/??/92)  146.952  (m)          482.12   (f) ADJ UNCH    2 0
 CS1986
 CS1986.Superseded values are not recommended for survey control.
 CS1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1986.See file dsdata.txt to determine how the superseded data were derived.
 CS1986
 CS1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB846349(NAD 83)
 CS1986_MARKER: DB = BENCH MARK DISK
 CS1986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1986_SP_SET: CULVERT
 CS1986_STAMPING: E 944 1946
 CS1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1986
 CS1986  HISTORY     - Date     Condition        Report By
 CS1986  HISTORY     - 1946     MONUMENTED       CGS
 CS1986  HISTORY     - 1957     GOOD             NGS
 CS1986  HISTORY     - 1963     GOOD             NGS
 CS1986  HISTORY     - 20010730 MARK NOT FOUND   NGS
 CS1986
 CS1986                          STATION DESCRIPTION
 CS1986
 CS1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1986'3.2 MI E FROM EULESS.
 CS1986'IN DALLAS COUNTY, 3.4 MILES EAST ALONG STATE HIGHWAY 183 FROM THE MAIN
 CS1986'CROSSROADS AT EULESS, TARRANT COUNTY, 0.1 MILE EAST OF A SERVICE
 CS1986'STATION, AT A 4- BY 8-FOOT CONCRETE CULVERT, IN THE TOP OF THE EAST
 CS1986'END OF THE NORTH HEADWALL, 20 FEET NORTH OF THE CENTERLINE OF THE
 CS1986'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED E 944
 CS1986'1946.  NOTE-- IT IS NOW IN THE CULVERT UNDER THE WEST BOUND TRAFFIC
 CS1986'LANE AND IS 0.1 MILE EAST OF A TEXACO STATION, AND ACROSS THE HIGHWAY
 CS1986'NORTHWEST FROM STORY BOOK LAND.
 CS1986
 CS1986                          STATION RECOVERY (1963)
 CS1986
 CS1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CS1986'RECOVERED IN GOOD CONDITION.
 CS1986
 CS1986                          STATION RECOVERY (2001)
 CS1986
 CS1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS1986'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2019 ***********************************************************************
 CS2019  DESIGNATION -  E 945
 CS2019  PID         -  CS2019
 CS2019  STATE/COUNTY-  TX/TARRANT
 CS2019  USGS QUAD   -  HALTOM CITY (1981)
 CS2019
 CS2019                         *CURRENT SURVEY CONTROL
 CS2019  ___________________________________________________________________
 CS2019* NAD 83(1986)-  32 51 40.     (N)    097 20 40.     (W)     SCALED    
 CS2019* NAVD 88     -       213.016  (meters)     698.87   (feet)  ADJUSTED  
 CS2019  ___________________________________________________________________
 CS2019  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2019  DYNAMIC HT  -         212.766 (meters)     698.05  (feet)  COMP
 CS2019  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 CS2019
 CS2019  VERT ORDER  -  SECOND    CLASS 0
 CS2019
 CS2019.The horizontal coordinates were scaled from a topographic map and have
 CS2019.an estimated accuracy of +/- 6 seconds.
 CS2019
 CS2019.The orthometric height was determined by differential leveling
 CS2019.and adjusted by the National Geodetic Survey in June 1991..
 CS2019
 CS2019.The geoid height was determined by GEOID03.
 CS2019
 CS2019.The dynamic height is computed by dividing the NAVD 88
 CS2019.geopotential number by the normal gravity value computed on the
 CS2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2019.degrees latitude (g = 980.6199 gals.).
 CS2019
 CS2019.The modeled gravity was interpolated from observed gravity values.
 CS2019
 CS2019;                    North         East    Units  Estimated Accuracy
 CS2019;SPC TXNC     - 2,133,050.      708,140.      MT  (+/- 180 meters Scaled)
 CS2019
 CS2019                          SUPERSEDED SURVEY CONTROL
 CS2019
 CS2019  NGVD 29 (??/??/92)  213.002  (m)          698.82   (f) ADJ UNCH    2 0
 CS2019
 CS2019.Superseded values are not recommended for survey control.
 CS2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2019.See file dsdata.txt to determine how the superseded data were derived.
 CS2019
 CS2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB549371(NAD 83)
 CS2019_MARKER: DB = BENCH MARK DISK
 CS2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2019_STAMPING: E 945 1946
 CS2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2019+STABILITY: SURFACE MOTION
 CS2019
 CS2019  HISTORY     - Date     Condition        Report By
 CS2019  HISTORY     - 1946     MONUMENTED       CGS
 CS2019  HISTORY     - 1962     GOOD             NGS
 CS2019  HISTORY     - 1984     GOOD             NGS
 CS2019  HISTORY     - 19951118 GOOD             USPSQD
 CS2019
 CS2019                          STATION DESCRIPTION
 CS2019
 CS2019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS2019'1.0 MI E FROM SAGINAW.
 CS2019'AT THE OLD GLOBE AIRCRAFT PLANT, NOW A BRANCH PLANT OF BELL HELICOPTER
 CS2019'CO., ABOUT 200 FEET NORTH-NORTHEAST OF THE PLANT WATER TANK, 100 FEET
 CS2019'EAST OF THE PAINT SHOP, 4 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CS2019'THE LARGEST RED BRICK BUILDING, A HANGAR OF THE PLANT, ABOUT 100 YARDS
 CS2019'SOUTHWEST OF THE NORTH ENTRANCE TO THE PLANT, AND 1-1/2 FEET WEST OF
 CS2019'THE SOUTHWEST CORNER OF A SMALL TILE BUILDING NO. 9. A STANDARD BENCH
 CS2019'MARK DISK, STAMPED E 945 1946, IS SET IN A SQUARE CONCRETE POST WHICH
 CS2019'PROJECTS ABOUT 8 INCHES ABOVE THE BLACK-TOP COVERED AREA.
 CS2019
 CS2019                          STATION RECOVERY (1984)
 CS2019
 CS2019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS2019'RECOVERED IN GOOD CONDITION.
 CS2019
 CS2019                          STATION RECOVERY (1995)
 CS2019
 CS2019'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0734 ***********************************************************************
 DN0734  DESIGNATION -  E 946
 DN0734  PID         -  DN0734
 DN0734  STATE/COUNTY-  TX/DENTON
 DN0734  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN0734
 DN0734                         *CURRENT SURVEY CONTROL
 DN0734  ___________________________________________________________________
 DN0734* NAD 83(1986)-  33 05 37.     (N)    097 01 23.     (W)     SCALED    
 DN0734* NAVD 88     -       150.526  (meters)     493.85   (feet)  ADJUSTED  
 DN0734  ___________________________________________________________________
 DN0734  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0734  DYNAMIC HT  -         150.354 (meters)     493.29  (feet)  COMP
 DN0734  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 DN0734
 DN0734  VERT ORDER  -  SECOND    CLASS 0
 DN0734
 DN0734.The horizontal coordinates were scaled from a topographic map and have
 DN0734.an estimated accuracy of +/- 6 seconds.
 DN0734
 DN0734.The orthometric height was determined by differential leveling
 DN0734.and adjusted by the National Geodetic Survey in June 1991..
 DN0734
 DN0734.The geoid height was determined by GEOID03.
 DN0734
 DN0734.The dynamic height is computed by dividing the NAVD 88
 DN0734.geopotential number by the normal gravity value computed on the
 DN0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0734.degrees latitude (g = 980.6199 gals.).
 DN0734
 DN0734.The modeled gravity was interpolated from observed gravity values.
 DN0734
 DN0734;                    North         East    Units  Estimated Accuracy
 DN0734;SPC TXNC     - 2,159,200.      737,860.      MT  (+/- 180 meters Scaled)
 DN0734
 DN0734                          SUPERSEDED SURVEY CONTROL
 DN0734
 DN0734  NGVD 29 (??/??/92)  150.519  (m)          493.83   (f) ADJ UNCH    2 0
 DN0734
 DN0734.Superseded values are not recommended for survey control.
 DN0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0734.See file dsdata.txt to determine how the superseded data were derived.
 DN0734
 DN0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB844634(NAD 83)
 DN0734_MARKER: DB = BENCH MARK DISK
 DN0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0734_SP_SET: CULVERT
 DN0734_STAMPING: E 946 1946
 DN0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0734
 DN0734  HISTORY     - Date     Condition        Report By
 DN0734  HISTORY     - 1946     MONUMENTED       CGS
 DN0734  HISTORY     - 1958     MARK NOT FOUND   NGS
 DN0734  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0734  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0734
 DN0734                          STATION DESCRIPTION
 DN0734
 DN0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DN0734'1.7 MI S FROM LAKE DALLAS.
 DN0734'1.7 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE MISSOURI-KANSAS-TEXAS
 DN0734'RAILROAD OF TEXAS STATION AT LAKE DALLAS, DENTON COUNTY, 3.6 MILES
 DN0734'NORTHWEST OF THE POST OFFICE AT LEWISVILLE, AT A 4-BY 6-FOOT CONCRETE
 DN0734'CULVERT, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, 18 FEET
 DN0734'EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 DN0734'STANDARD DISK, STAMPED E 946 1946.  NOTE-- LOCATION AND ELEVATION PUTS
 DN0734'THIS BENCH MARK UNDER WATER IN LAKE DALLAS.
 DN0734
 DN0734                          STATION RECOVERY (1995)
 DN0734
 DN0734'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0734'MARK NOT FOUND.
 DN0734
 DN0734                          STATION RECOVERY (2005)
 DN0734
 DN0734'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0666 ***********************************************************************
 DN0666  DESIGNATION -  E 949
 DN0666  PID         -  DN0666
 DN0666  STATE/COUNTY-  TX/DENTON
 DN0666  USGS QUAD   -  DENTON EAST (1978)
 DN0666
 DN0666                         *CURRENT SURVEY CONTROL
 DN0666  ___________________________________________________________________
 DN0666* NAD 83(1986)-  33 14 23.     (N)    097 04 15.     (W)     SCALED    
 DN0666* NAVD 88     -       183.349  (meters)     601.54   (feet)  ADJUSTED  
 DN0666  ___________________________________________________________________
 DN0666  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DN0666  DYNAMIC HT  -         183.146 (meters)     600.87  (feet)  COMP
 DN0666  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 DN0666
 DN0666  VERT ORDER  -  SECOND    CLASS 0
 DN0666
 DN0666.The horizontal coordinates were scaled from a topographic map and have
 DN0666.an estimated accuracy of +/- 6 seconds.
 DN0666
 DN0666.The orthometric height was determined by differential leveling
 DN0666.and adjusted by the National Geodetic Survey in June 1991..
 DN0666
 DN0666.The geoid height was determined by GEOID03.
 DN0666
 DN0666.The dynamic height is computed by dividing the NAVD 88
 DN0666.geopotential number by the normal gravity value computed on the
 DN0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0666.degrees latitude (g = 980.6199 gals.).
 DN0666
 DN0666.The modeled gravity was interpolated from observed gravity values.
 DN0666
 DN0666;                    North         East    Units  Estimated Accuracy
 DN0666;SPC TXNC     - 2,175,340.      733,180.      MT  (+/- 180 meters Scaled)
 DN0666
 DN0666                          SUPERSEDED SURVEY CONTROL
 DN0666
 DN0666  NGVD 29 (??/??/92)  183.342  (m)          601.51   (f) ADJ UNCH    2 0
 DN0666
 DN0666.Superseded values are not recommended for survey control.
 DN0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0666.See file dsdata.txt to determine how the superseded data were derived.
 DN0666
 DN0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB797795(NAD 83)
 DN0666_MARKER: DB = BENCH MARK DISK
 DN0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0666_STAMPING: E 949 1946
 DN0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0666+STABILITY: SURFACE MOTION
 DN0666
 DN0666  HISTORY     - Date     Condition        Report By
 DN0666  HISTORY     - 1946     MONUMENTED       CGS
 DN0666  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0666  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0666  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0666
 DN0666                          STATION DESCRIPTION
 DN0666
 DN0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0666'4.3 MI E FROM DENTON.
 DN0666'4.3 MILES EAST OF DENTON, DENTON COUNTY, FROM THE POST OFFICE, 0.1
 DN0666'MILE EAST ALONG MCKINNEY STREET, 0.4 MILE NORTH ALONG OAKLAND AVENUE,
 DN0666'0.4 MILE EAST ALONG TEXAS STREET, 3.1 MILES NORTHEAST ALONG A GRAVEL
 DN0666'ROAD PARALLELING THE TEXAS AND PACIFIC RAILWAY, AND 0.3 MILE EAST
 DN0666'ALONG A GRAVEL ROAD.  0.1 MILE EAST OF THE T-JUNCTION OF A ROAD
 DN0666'LEADING SOUTH, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 DN0666'NORTHEAST OF A FENCE CORNER, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 DN0666'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED E 949 1946
 DN0666'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 DN0666'GROUND.
 DN0666
 DN0666                          STATION RECOVERY (1995)
 DN0666
 DN0666'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0666'MARK NOT FOUND.
 DN0666
 DN0666                          STATION RECOVERY (1998)
 DN0666
 DN0666'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0666'MARK NOT FOUND.
 DN0666
 DN0666                          STATION RECOVERY (2005)
 DN0666
 DN0666'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0774 ***********************************************************************
 AJ0774  DESIGNATION -  E 95
 AJ0774  PID         -  AJ0774
 AJ0774  STATE/COUNTY-  TX/WEBB
 AJ0774  USGS QUAD   -  LAREDO EAST (1980)
 AJ0774
 AJ0774                         *CURRENT SURVEY CONTROL
 AJ0774  ___________________________________________________________________
 AJ0774* NAD 83(1986)-  27 30 10.     (N)    099 25 24.     (W)     SCALED    
 AJ0774* NAVD 88     -       137.501  (meters)     451.12   (feet)  ADJUSTED  
 AJ0774  ___________________________________________________________________
 AJ0774  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AJ0774  DYNAMIC HT  -         137.284 (meters)     450.41  (feet)  COMP
 AJ0774  MODELED GRAV-     979,062.6   (mgal)                       NAVD 88
 AJ0774
 AJ0774  VERT ORDER  -  FIRST     CLASS II
 AJ0774
 AJ0774.The horizontal coordinates were scaled from a topographic map and have
 AJ0774.an estimated accuracy of +/- 6 seconds.
 AJ0774
 AJ0774.The orthometric height was determined by differential leveling
 AJ0774.and adjusted by the National Geodetic Survey in June 1991..
 AJ0774
 AJ0774.The geoid height was determined by GEOID03.
 AJ0774
 AJ0774.The dynamic height is computed by dividing the NAVD 88
 AJ0774.geopotential number by the normal gravity value computed on the
 AJ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0774.degrees latitude (g = 980.6199 gals.).
 AJ0774
 AJ0774.The modeled gravity was interpolated from observed gravity values.
 AJ0774
 AJ0774;                    North         East    Units  Estimated Accuracy
 AJ0774;SPC TX S     - 5,203,760.      208,770.      MT  (+/- 180 meters Scaled)
 AJ0774
 AJ0774                          SUPERSEDED SURVEY CONTROL
 AJ0774
 AJ0774  NGVD 29 (??/??/92)  137.521  (m)          451.18   (f) ADJ UNCH    1 2
 AJ0774
 AJ0774.Superseded values are not recommended for survey control.
 AJ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0774.See file dsdata.txt to determine how the superseded data were derived.
 AJ0774
 AJ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR581421(NAD 83)
 AJ0774_MARKER: DB = BENCH MARK DISK
 AJ0774_SETTING: 0 = UNSPECIFIED SETTING
 AJ0774_STAMPING: E 95 1933 451.183
 AJ0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0774
 AJ0774  HISTORY     - Date     Condition        Report By
 AJ0774  HISTORY     - 1933     MONUMENTED       CGS
 AJ0774  HISTORY     - 1964     MARK NOT FOUND   USGS
 AJ0774
 AJ0774                          STATION DESCRIPTION
 AJ0774
 AJ0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0774'5.8 MI E FROM LAREDO.
 AJ0774'ON THE TEXAS-MEXICAN RR. ABOUT 320 FT. E OF MILE POST 7.  35 FT. S OF
 AJ0774'TRACK.
 AJ0774
 AJ0774                          STATION RECOVERY (1964)
 AJ0774
 AJ0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AJ0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0658 ***********************************************************************
 DN0658  DESIGNATION -  E 950
 DN0658  PID         -  DN0658
 DN0658  STATE/COUNTY-  TX/DENTON
 DN0658  USGS QUAD   -  GREEN VALLEY (1978)
 DN0658
 DN0658                         *CURRENT SURVEY CONTROL
 DN0658  ___________________________________________________________________
 DN0658* NAD 83(1986)-  33 16 10.     (N)    097 04 53.     (W)     SCALED    
 DN0658* NAVD 88     -       184.058  (meters)     603.86   (feet)  ADJUSTED  
 DN0658  ___________________________________________________________________
 DN0658  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DN0658  DYNAMIC HT  -         183.856 (meters)     603.20  (feet)  COMP
 DN0658  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 DN0658
 DN0658  VERT ORDER  -  SECOND    CLASS 0
 DN0658
 DN0658.The horizontal coordinates were scaled from a topographic map and have
 DN0658.an estimated accuracy of +/- 6 seconds.
 DN0658
 DN0658.The orthometric height was determined by differential leveling
 DN0658.and adjusted by the National Geodetic Survey in June 1991..
 DN0658
 DN0658.The geoid height was determined by GEOID03.
 DN0658
 DN0658.The dynamic height is computed by dividing the NAVD 88
 DN0658.geopotential number by the normal gravity value computed on the
 DN0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0658.degrees latitude (g = 980.6199 gals.).
 DN0658
 DN0658.The modeled gravity was interpolated from observed gravity values.
 DN0658
 DN0658;                    North         East    Units  Estimated Accuracy
 DN0658;SPC TXNC     - 2,178,630.      732,150.      MT  (+/- 180 meters Scaled)
 DN0658
 DN0658                          SUPERSEDED SURVEY CONTROL
 DN0658
 DN0658  NGVD 29 (??/??/92)  184.048  (m)          603.83   (f) ADJ UNCH    2 0
 DN0658
 DN0658.Superseded values are not recommended for survey control.
 DN0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0658.See file dsdata.txt to determine how the superseded data were derived.
 DN0658
 DN0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB786828(NAD 83)
 DN0658_MARKER: DB = BENCH MARK DISK
 DN0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0658_STAMPING: E 950 1946
 DN0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0658+STABILITY: SURFACE MOTION
 DN0658
 DN0658  HISTORY     - Date     Condition        Report By
 DN0658  HISTORY     - 1946     MONUMENTED       CGS
 DN0658  HISTORY     - 1960     GOOD             NGS
 DN0658  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN0658  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0658
 DN0658                          STATION DESCRIPTION
 DN0658
 DN0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0658'4.8 MI NE FROM DENTON.
 DN0658'AT HARTLEE AIRPORT, DENTON COUNTY, AT THE CONTROL TOWER, 44 FEET
 DN0658'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A ONE-STORY FRAMEHOUSE, 39
 DN0658'FEET NORTH OF THE NORTH EDGE OF A BRICK WALK, AND 5.5 FEET SOUTHEAST
 DN0658'OF THE SOUTHEAST SIDE OF THE CONTROL TOWER.  A STANDARD DISK, STAMPED
 DN0658'E 950 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 DN0658'ABOVE GROUND.  NOTE-- THE AIRPORT IS NO LONGER ACTIVE AND THE HANGERS
 DN0658'ARE NOW USED AS RANCH BUILDINGS FOR STORAGE OF HAY AND MACHINERY.
 DN0658
 DN0658                          STATION RECOVERY (1995)
 DN0658
 DN0658'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0658'MARK NOT FOUND.
 DN0658
 DN0658                          STATION RECOVERY (1998)
 DN0658
 DN0658'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0628 ***********************************************************************
 BZ0628  DESIGNATION -  E 951 RESET 1962
 BZ0628  PID         -  BZ0628
 BZ0628  STATE/COUNTY-  TX/NAVARRO
 BZ0628  USGS QUAD   -  IRENE (1978)
 BZ0628
 BZ0628                         *CURRENT SURVEY CONTROL
 BZ0628  ___________________________________________________________________
 BZ0628* NAD 83(1986)-  31 58 57.     (N)    096 48 11.     (W)     SCALED    
 BZ0628* NAVD 88     -       143.52   (+/-2cm)     470.9    (feet)  VERTCON   
 BZ0628  ___________________________________________________________________
 BZ0628  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BZ0628
 BZ0628  VERT ORDER  -  THIRD (See Below)
 BZ0628
 BZ0628.The horizontal coordinates were scaled from a topographic map and have
 BZ0628.an estimated accuracy of +/- 6 seconds.
 BZ0628
 BZ0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0628.The vertical order pertains to the NGVD 29 superseded value.
 BZ0628
 BZ0628.The geoid height was determined by GEOID03.
 BZ0628
 BZ0628;                    North         East    Units  Estimated Accuracy
 BZ0628;SPC TXNC     - 2,036,320.      760,380.      MT  (+/- 180 meters Scaled)
 BZ0628
 BZ0628                          SUPERSEDED SURVEY CONTROL
 BZ0628
 BZ0628  NGVD 29 (01/29/03)  143.50   (m)          470.8    (f) RESET       3  
 BZ0628
 BZ0628.Superseded values are not recommended for survey control.
 BZ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0628.See file dsdata.txt to determine how the superseded data were derived.
 BZ0628
 BZ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA075406(NAD 83)
 BZ0628_MARKER: DB = BENCH MARK DISK
 BZ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0628_STAMPING: E 951 RESET 1962
 BZ0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0628+STABILITY: SURFACE MOTION
 BZ0628
 BZ0628  HISTORY     - Date     Condition        Report By
 BZ0628  HISTORY     - 1962     MONUMENTED       CGS
 BZ0628
 BZ0628                          STATION DESCRIPTION
 BZ0628
 BZ0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BZ0628'0.75 MI W FROM EMMET.
 BZ0628'ABOUT 0.1 MILE WEST FROM THE EMMET SCHOOL AT EMMET TO THE JUNCTION OF
 BZ0628'FARM ROADS 639 AND 744, THENCE WEST 0.65 MILE ALONG FARM ROAD 744 TO
 BZ0628'BENCH MARK ON THE LEFT, 49 FEET SOUTHEAST OF THE CENTER LINE OF FARM
 BZ0628'ROAD 744, 39 FEET SOUTHWEST OF A DIRT ROAD, ABOUT 75 FEET NORTH OF A
 BZ0628'SMALL POND, 54 FEET SOUTHWEST OF A POWER LINE POLE, 1 FOOT NORTHWEST
 BZ0628'OF RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 BZ0628'THE BENCH MARK IS ABOUT 0.1 MILE SOUTHWEST OF A ROAD FORK OF A
 BZ0628'BLACKTOP ROAD LEADING SOUTH.  A STANDARD DISK STAMPED E 951 RESET
 BZ0628'1962, SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0864 ***********************************************************************
 CS0864  DESIGNATION -  E 952
 CS0864  PID         -  CS0864
 CS0864  STATE/COUNTY-  TX/NAVARRO
 CS0864  USGS QUAD   -  CRYER CREEK (1978)
 CS0864
 CS0864                         *CURRENT SURVEY CONTROL
 CS0864  ___________________________________________________________________
 CS0864* NAD 83(1986)-  32 08 41.     (N)    096 41 51.     (W)     SCALED    
 CS0864* NAVD 88     -       163.321  (meters)     535.83   (feet)  ADJUSTED  
 CS0864  ___________________________________________________________________
 CS0864  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CS0864  DYNAMIC HT  -         163.130 (meters)     535.20  (feet)  COMP
 CS0864  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 CS0864
 CS0864  VERT ORDER  -  SECOND    CLASS 0
 CS0864
 CS0864.The horizontal coordinates were scaled from a topographic map and have
 CS0864.an estimated accuracy of +/- 6 seconds.
 CS0864
 CS0864.The orthometric height was determined by differential leveling
 CS0864.and adjusted by the National Geodetic Survey in June 1991..
 CS0864
 CS0864.The geoid height was determined by GEOID03.
 CS0864
 CS0864.The dynamic height is computed by dividing the NAVD 88
 CS0864.geopotential number by the normal gravity value computed on the
 CS0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0864.degrees latitude (g = 980.6199 gals.).
 CS0864
 CS0864.The modeled gravity was interpolated from observed gravity values.
 CS0864
 CS0864;                    North         East    Units  Estimated Accuracy
 CS0864;SPC TXNC     - 2,054,470.      770,050.      MT  (+/- 180 meters Scaled)
 CS0864
 CS0864                          SUPERSEDED SURVEY CONTROL
 CS0864
 CS0864  NGVD 29 (??/??/92)  163.307  (m)          535.78   (f) ADJ UNCH    2 0
 CS0864
 CS0864.Superseded values are not recommended for survey control.
 CS0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0864.See file dsdata.txt to determine how the superseded data were derived.
 CS0864
 CS0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA171588(NAD 83)
 CS0864_MARKER: DB = BENCH MARK DISK
 CS0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0864_STAMPING: E 952 1946
 CS0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0864+STABILITY: SURFACE MOTION
 CS0864
 CS0864  HISTORY     - Date     Condition        Report By
 CS0864  HISTORY     - 1946     MONUMENTED       CGS
 CS0864
 CS0864                          STATION DESCRIPTION
 CS0864
 CS0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0864'5.2 MI NE FROM BLOOMING GROVE.
 CS0864'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.3 MILE
 CS0864'ALONG MAIN STREET, THENCE EAST 1.0 MILE ALONG STATE HIGHWAY NO. 22,
 CS0864'THENCE NORTH 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 0.8 MILE
 CS0864'ALONG A GRADED DIRT ROAD, THENCE NORTHERLY 3.0 MILES ALONG A GRADED
 CS0864'DIRT ROAD TO SITE OF MARK, BENCH MARK IS 31.0 FEET EAST OF AND ABOUT
 CS0864'3.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 16.0 FEET SOUTHEAST
 CS0864'OF A NORTHEAST-SOUTHWEST FENCE LINE, 1.0 FOOT SOUTHWEST OF A
 CS0864'SOUTHEAST-NORTHWEST FENCE LINE AND 1.0 FOOT NORTH OF A 4 IN. X 4 IN.
 CS0864'MARKER POST.  A BRONZE DISK STAMPED E 952 1946 SET IN THE TOP OF A
 CS0864'CONCRETE POST WHICH IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0910 ***********************************************************************
 CS0910  DESIGNATION -  E 953
 CS0910  PID         -  CS0910
 CS0910  STATE/COUNTY-  TX/NAVARRO
 CS0910  USGS QUAD   -  CRYER CREEK (1978)
 CS0910
 CS0910                         *CURRENT SURVEY CONTROL
 CS0910  ___________________________________________________________________
 CS0910* NAD 83(1986)-  32 08 40.     (N)    096 44 56.     (W)     SCALED    
 CS0910* NAVD 88     -       129.349  (meters)     424.37   (feet)  ADJUSTED  
 CS0910  ___________________________________________________________________
 CS0910  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CS0910  DYNAMIC HT  -         129.196 (meters)     423.87  (feet)  COMP
 CS0910  MODELED GRAV-     979,459.5   (mgal)                       NAVD 88
 CS0910
 CS0910  VERT ORDER  -  SECOND    CLASS 0
 CS0910
 CS0910.The horizontal coordinates were scaled from a topographic map and have
 CS0910.an estimated accuracy of +/- 6 seconds.
 CS0910
 CS0910.The orthometric height was determined by differential leveling
 CS0910.and adjusted by the National Geodetic Survey in June 1991..
 CS0910
 CS0910.The geoid height was determined by GEOID03.
 CS0910
 CS0910.The dynamic height is computed by dividing the NAVD 88
 CS0910.geopotential number by the normal gravity value computed on the
 CS0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0910.degrees latitude (g = 980.6199 gals.).
 CS0910
 CS0910.The modeled gravity was interpolated from observed gravity values.
 CS0910
 CS0910;                    North         East    Units  Estimated Accuracy
 CS0910;SPC TXNC     - 2,054,360.      765,200.      MT  (+/- 180 meters Scaled)
 CS0910
 CS0910                          SUPERSEDED SURVEY CONTROL
 CS0910
 CS0910  NGVD 29 (??/??/92)  129.335  (m)          424.33   (f) ADJ UNCH    2 0
 CS0910
 CS0910.Superseded values are not recommended for survey control.
 CS0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0910.See file dsdata.txt to determine how the superseded data were derived.
 CS0910
 CS0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA123586(NAD 83)
 CS0910_MARKER: DB = BENCH MARK DISK
 CS0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0910_STAMPING: E 953 1946
 CS0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0910+STABILITY: SURFACE MOTION
 CS0910
 CS0910  HISTORY     - Date     Condition        Report By
 CS0910  HISTORY     - 1946     MONUMENTED       CGS
 CS0910  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0910
 CS0910                          STATION DESCRIPTION
 CS0910
 CS0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0910'5.1 MI SE FROM AVALON.
 CS0910'TO REACH FROM THE POST OFFICE AT AVALON GO EAST 0.1 MILE ALONG STATE
 CS0910'HIGHWAY NO. 34, THENCE SOUTHEASTERLY 5.0 MILES ALONG THE AVALON
 CS0910'BLOOMING GROVE ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 4.9 MILES
 CS0910'NORTHWEST OF BLOOMING GROVE, 48.0 FEET SOUTHWEST OF AND ABOUT 3.0 FEET
 CS0910'LOWER THAN THE CENTER LINE OF THE ROAD, 118.0 FEET NORTHEAST OF A TEN
 CS0910'INCH BLACK LOCUST TREE, 68.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CS0910'A WOODEN BRIDGE, 9.0 FEET SOUTHWEST OF A FENCE CORNER, 1.0 FOOT
 CS0910'SOUTHEAST OF A FENCE AND 1.0 FOOT NORTHEAST OF A 4 X 4 IN. MARKER
 CS0910'POST.  A BRONZE DISK STAMPED E 953 1946 SET IN THE TOP OF A CONCRETE
 CS0910'POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 CS0910
 CS0910                          STATION RECOVERY (1965)
 CS0910
 CS0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0922 ***********************************************************************
 CS0922  DESIGNATION -  E 954
 CS0922  PID         -  CS0922
 CS0922  STATE/COUNTY-  TX/NAVARRO
 CS0922  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0922
 CS0922                         *CURRENT SURVEY CONTROL
 CS0922  ___________________________________________________________________
 CS0922* NAD 83(1986)-  32 06 07.     (N)    096 37 36.     (W)     SCALED    
 CS0922* NAVD 88     -       143.796  (meters)     471.77   (feet)  ADJUSTED  
 CS0922  ___________________________________________________________________
 CS0922  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CS0922  DYNAMIC HT  -         143.628 (meters)     471.22  (feet)  COMP
 CS0922  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 CS0922
 CS0922  VERT ORDER  -  SECOND    CLASS 0
 CS0922
 CS0922.The horizontal coordinates were scaled from a topographic map and have
 CS0922.an estimated accuracy of +/- 6 seconds.
 CS0922
 CS0922.The orthometric height was determined by differential leveling
 CS0922.and adjusted by the National Geodetic Survey in June 1991..
 CS0922
 CS0922.The geoid height was determined by GEOID03.
 CS0922
 CS0922.The dynamic height is computed by dividing the NAVD 88
 CS0922.geopotential number by the normal gravity value computed on the
 CS0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0922.degrees latitude (g = 980.6199 gals.).
 CS0922
 CS0922.The modeled gravity was interpolated from observed gravity values.
 CS0922
 CS0922;                    North         East    Units  Estimated Accuracy
 CS0922;SPC TXNC     - 2,049,850.      776,810.      MT  (+/- 180 meters Scaled)
 CS0922
 CS0922                          SUPERSEDED SURVEY CONTROL
 CS0922
 CS0922  NGVD 29 (??/??/92)  143.784  (m)          471.73   (f) ADJ UNCH    2 0
 CS0922
 CS0922.Superseded values are not recommended for survey control.
 CS0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0922.See file dsdata.txt to determine how the superseded data were derived.
 CS0922
 CS0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA239542(NAD 83)
 CS0922_MARKER: DB = BENCH MARK DISK
 CS0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0922_SP_SET: CULVERT
 CS0922_STAMPING: E 954 1946
 CS0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0922
 CS0922  HISTORY     - Date     Condition        Report By
 CS0922  HISTORY     - 1946     MONUMENTED       CGS
 CS0922
 CS0922                          STATION DESCRIPTION
 CS0922
 CS0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0922'0.7 MI E FROM BARRY.
 CS0922'TO REACH FROM THE POST OFFICE AT BARRY GO NORTH 0.2 MILE ALONG MAIN
 CS0922'STREET, THENCE EASTERLY 0.5 MILE ALONG STATE HIGHWAY NO. 22 TO SITE OF
 CS0922'MARK, BENCH MARK IS 20.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 CS0922'LINE OF THE HIGHWAY, ON TOP OF THE EAST END OF THE NORTH HEADWALL OF A
 CS0922'3 X 25 FT. FIVE COMPARTMENT CONCRETE CULVERT.  A BRONZE DISK STAMPED E
 CS0922'954 1946 SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0936 ***********************************************************************
 CS0936  DESIGNATION -  E 955
 CS0936  PID         -  CS0936
 CS0936  STATE/COUNTY-  TX/NAVARRO
 CS0936  USGS QUAD   -  FROST (1965)
 CS0936
 CS0936                         *CURRENT SURVEY CONTROL
 CS0936  ___________________________________________________________________
 CS0936* NAD 83(1986)-  32 04 06.     (N)    096 51 17.     (W)     SCALED    
 CS0936* NAVD 88     -       156.430  (meters)     513.22   (feet)  ADJUSTED  
 CS0936  ___________________________________________________________________
 CS0936  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS0936  DYNAMIC HT  -         156.243 (meters)     512.61  (feet)  COMP
 CS0936  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 CS0936
 CS0936  VERT ORDER  -  SECOND    CLASS 0
 CS0936
 CS0936.The horizontal coordinates were scaled from a topographic map and have
 CS0936.an estimated accuracy of +/- 6 seconds.
 CS0936
 CS0936.The orthometric height was determined by differential leveling
 CS0936.and adjusted by the National Geodetic Survey in June 1991..
 CS0936
 CS0936.The geoid height was determined by GEOID03.
 CS0936
 CS0936.The dynamic height is computed by dividing the NAVD 88
 CS0936.geopotential number by the normal gravity value computed on the
 CS0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0936.degrees latitude (g = 980.6199 gals.).
 CS0936
 CS0936.The modeled gravity was interpolated from observed gravity values.
 CS0936
 CS0936;                    North         East    Units  Estimated Accuracy
 CS0936;SPC TXNC     - 2,045,760.      755,350.      MT  (+/- 180 meters Scaled)
 CS0936
 CS0936                          SUPERSEDED SURVEY CONTROL
 CS0936
 CS0936  NGVD 29 (??/??/92)  156.403  (m)          513.13   (f) ADJ UNCH    2 0
 CS0936
 CS0936.Superseded values are not recommended for survey control.
 CS0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0936.See file dsdata.txt to determine how the superseded data were derived.
 CS0936
 CS0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA025500(NAD 83)
 CS0936_MARKER: DB = BENCH MARK DISK
 CS0936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0936_SP_SET: CULVERT
 CS0936_STAMPING: E 955 1946
 CS0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0936
 CS0936  HISTORY     - Date     Condition        Report By
 CS0936  HISTORY     - 1946     MONUMENTED       CGS
 CS0936  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0936
 CS0936                          STATION DESCRIPTION
 CS0936
 CS0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0936'2.3 MI E FROM MERTENS.
 CS0936'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 CS0936'MARTENS GO EASTERLY 2.3 MILES ALONG STATE HIGHWAY NO. 22 TO SITE OF
 CS0936'MARK, BENCH MARK IS ABOUT 3.0 MILES WEST OF FROST, 20.0 FEET NORTH OF
 CS0936'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 CS0936'EAST END OF THE NORTH HEADWALL OF A 4 X 25 FT. FIVE COMPARTMENT
 CS0936'CONCRETE CULVERT.  A BRONZE DISK STAMPED E 955 1946 SET IN A DRILL
 CS0936'HOLE IN CONCRETE.
 CS0936
 CS0936                          STATION RECOVERY (2002)
 CS0936
 CS0936'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CS0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0937 ***********************************************************************
 CS0937  DESIGNATION -  E 955 RESET
 CS0937  PID         -  CS0937
 CS0937  STATE/COUNTY-  TX/NAVARRO
 CS0937  USGS QUAD   -  FROST (1965)
 CS0937
 CS0937                         *CURRENT SURVEY CONTROL
 CS0937  ___________________________________________________________________
 CS0937* NAD 83(1986)-  32 04 05.     (N)    096 51 16.     (W)     SCALED    
 CS0937* NAVD 88     -       156.26   (+/-2cm)     512.7    (feet)  VERTCON   
 CS0937  ___________________________________________________________________
 CS0937  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS0937
 CS0937  VERT ORDER  -  THIRD (See Below)
 CS0937
 CS0937.The horizontal coordinates were scaled from a topographic map and have
 CS0937.an estimated accuracy of +/- 6 seconds.
 CS0937
 CS0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0937.The vertical order pertains to the NGVD 29 superseded value.
 CS0937
 CS0937.The geoid height was determined by GEOID03.
 CS0937
 CS0937;                    North         East    Units  Estimated Accuracy
 CS0937;SPC TXNC     - 2,045,730.      755,380.      MT  (+/- 180 meters Scaled)
 CS0937
 CS0937                          SUPERSEDED SURVEY CONTROL
 CS0937
 CS0937  NGVD 29 (01/29/03)  156.24   (m)          512.6    (f) RESET       3  
 CS0937
 CS0937.Superseded values are not recommended for survey control.
 CS0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0937.See file dsdata.txt to determine how the superseded data were derived.
 CS0937
 CS0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA025499(NAD 83)
 CS0937_MARKER: DB = BENCH MARK DISK
 CS0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0937_SP_SET: CULVERT
 CS0937_STAMPING: E 955 RESET 1966
 CS0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0937
 CS0937  HISTORY     - Date     Condition        Report By
 CS0937  HISTORY     - 1966     MONUMENTED       LOCENG
 CS0937  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0937
 CS0937                          STATION DESCRIPTION
 CS0937
 CS0937'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 CS0937'2.3 MI E FROM MERTENS.
 CS0937'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 22 FROM THE
 CS0937'INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT MERTENS, 3.0 MILES
 CS0937'WEST OF FROST, 20 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 CS0937'THE HIGHWAY AND SET IN THE TOP OF THE NORTH HEADWALL OF A 4-FOOT BY
 CS0937'25-FOOT FIVE COMPARTMENT CONCRETE CULVERT.
 CS0937
 CS0937                          STATION RECOVERY (2002)
 CS0937
 CS0937'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CS0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0725 ***********************************************************************
 CS0725  DESIGNATION -  E 956
 CS0725  PID         -  CS0725
 CS0725  STATE/COUNTY-  TX/ELLIS
 CS0725  USGS QUAD   -  MERTENS (1965)
 CS0725
 CS0725                         *CURRENT SURVEY CONTROL
 CS0725  ___________________________________________________________________
 CS0725* NAD 83(1986)-  32 06 49.     (N)    096 53 43.     (W)     SCALED    
 CS0725* NAVD 88     -       167.669  (meters)     550.09   (feet)  ADJUSTED  
 CS0725  ___________________________________________________________________
 CS0725  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CS0725  DYNAMIC HT  -         167.468 (meters)     549.43  (feet)  COMP
 CS0725  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 CS0725
 CS0725  VERT ORDER  -  SECOND    CLASS 0
 CS0725
 CS0725.The horizontal coordinates were scaled from a topographic map and have
 CS0725.an estimated accuracy of +/- 6 seconds.
 CS0725
 CS0725.The orthometric height was determined by differential leveling
 CS0725.and adjusted by the National Geodetic Survey in June 1991..
 CS0725
 CS0725.The geoid height was determined by GEOID03.
 CS0725
 CS0725.The dynamic height is computed by dividing the NAVD 88
 CS0725.geopotential number by the normal gravity value computed on the
 CS0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0725.degrees latitude (g = 980.6199 gals.).
 CS0725
 CS0725.The modeled gravity was interpolated from observed gravity values.
 CS0725
 CS0725;                    North         East    Units  Estimated Accuracy
 CS0725;SPC TXNC     - 2,050,720.      751,440.      MT  (+/- 180 meters Scaled)
 CS0725
 CS0725                          SUPERSEDED SURVEY CONTROL
 CS0725
 CS0725  NGVD 29 (??/??/92)  167.644  (m)          550.01   (f) ADJ UNCH    2 0
 CS0725
 CS0725.Superseded values are not recommended for survey control.
 CS0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0725.See file dsdata.txt to determine how the superseded data were derived.
 CS0725
 CS0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA985549(NAD 83)
 CS0725_MARKER: DB = BENCH MARK DISK
 CS0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0725_STAMPING: E 956 1946
 CS0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0725+STABILITY: SURFACE MOTION
 CS0725
 CS0725  HISTORY     - Date     Condition        Report By
 CS0725  HISTORY     - 1946     MONUMENTED       CGS
 CS0725  HISTORY     - 1948     GOOD             NGS
 CS0725  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0725
 CS0725                          STATION DESCRIPTION
 CS0725
 CS0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0725'3.8 MI N FROM MERTENS.
 CS0725'IN ELLIS COUNTY, 5.0 MILES SOUTH ALONG THE INTERNATIONAL-GREAT
 CS0725'NORTHERN RAILRAOD FROM ITALY, ELLIS COUNTY, 3.8 MILES NORTH OF THE
 CS0725'STATION AT MERTENS, HILL COUNTY, 4 POLES NORTH ACROSS THE TRACK FROM A
 CS0725'FARMHOUSE, 39.4 FEET WEST OF THE CENTERLINE OF THE TRACK, 3.4 FEET
 CS0725'NORTHWEST OF MILEPOST 217, 2.7 FEET SOUTH OF A WHITE WOODEN WITNESS
 CS0725'POST, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 956
 CS0725'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 CS0725'GROUND.
 CS0725
 CS0725                          STATION RECOVERY (1965)
 CS0725
 CS0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1481 ***********************************************************************
 CS1481  DESIGNATION -  E 957
 CS1481  PID         -  CS1481
 CS1481  STATE/COUNTY-  TX/DALLAS
 CS1481  USGS QUAD   -  FERRIS (1968)
 CS1481
 CS1481                         *CURRENT SURVEY CONTROL
 CS1481  ___________________________________________________________________
 CS1481* NAD 83(1986)-  32 36 43.     (N)    096 41 47.     (W)     SCALED    
 CS1481* NAVD 88     -       151.110  (meters)     495.77   (feet)  ADJUSTED  
 CS1481  ___________________________________________________________________
 CS1481  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CS1481  DYNAMIC HT  -         150.937 (meters)     495.20  (feet)  COMP
 CS1481  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 CS1481
 CS1481  VERT ORDER  -  SECOND    CLASS 0
 CS1481
 CS1481.The horizontal coordinates were scaled from a topographic map and have
 CS1481.an estimated accuracy of +/- 6 seconds.
 CS1481
 CS1481.The orthometric height was determined by differential leveling
 CS1481.and adjusted by the National Geodetic Survey in June 1991..
 CS1481
 CS1481.The geoid height was determined by GEOID03.
 CS1481
 CS1481.The dynamic height is computed by dividing the NAVD 88
 CS1481.geopotential number by the normal gravity value computed on the
 CS1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1481.degrees latitude (g = 980.6199 gals.).
 CS1481
 CS1481.The modeled gravity was interpolated from observed gravity values.
 CS1481
 CS1481;                    North         East    Units  Estimated Accuracy
 CS1481;SPC TXNC     - 2,106,280.      769,260.      MT  (+/- 180 meters Scaled)
 CS1481
 CS1481                          SUPERSEDED SURVEY CONTROL
 CS1481
 CS1481  NGVD 29 (??/??/92)  151.119  (m)          495.80   (f) ADJ UNCH    2 0
 CS1481
 CS1481.Superseded values are not recommended for survey control.
 CS1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1481.See file dsdata.txt to determine how the superseded data were derived.
 CS1481
 CS1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB161106(NAD 83)
 CS1481_MARKER: DB = BENCH MARK DISK
 CS1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1481_SP_SET: MONUMENT
 CS1481_STAMPING: E 957 1946
 CS1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1481
 CS1481  HISTORY     - Date     Condition        Report By
 CS1481  HISTORY     - 1946     MONUMENTED       CGS
 CS1481  HISTORY     - 1958     GOOD             NGS
 CS1481
 CS1481                          STATION DESCRIPTION
 CS1481
 CS1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1481'1.5 MI N FROM WILMER.
 CS1481'1.5 MILES NORTH ALONG U. S. HIGHWAY NO. 75 FROM THE CROSSING OF THE
 CS1481'TEXAS AND NEW ORLEANS TRACKS AT WILMER, TEXAS.  0.3 MILE SOUTH (ALSO
 CS1481'TEN POLES SOUTH) OF MILE POST 252.  117.0 FEET NORTH OF A CROSS ROAD.
 CS1481'37.5 FEET EAST OF AND 2.0 FEET LOWER THAN THE CENTER LINE OF U. S.
 CS1481'HIGHWAY NO. 75.  32.0 FEET WEST OF THE CENTER LINE OF THE TEXAS AND
 CS1481'NEW ORLEANS RAILROAD TRACKS.  3.0 FEET EAST OF A TELEGRAPH POLE.  1.0
 CS1481'FOOT SOUTH OF A 4X4 INCH WHITE REFERENCE POST.  A BRONZE DISK SET IN
 CS1481'CONCRETE MONUMENT PROJECTING FOUR INCHES.  STAMPED, E 957 1946.
 CS1481
 CS1481                          STATION RECOVERY (1958)
 CS1481
 CS1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0324 ***********************************************************************
 CS0324  DESIGNATION -  E 959
 CS0324  PID         -  CS0324
 CS0324  STATE/COUNTY-  TX/KAUFMAN
 CS0324  USGS QUAD   -  ROSSER (1963)
 CS0324
 CS0324                         *CURRENT SURVEY CONTROL
 CS0324  ___________________________________________________________________
 CS0324* NAD 83(1986)-  32 29 40.     (N)    096 24 13.     (W)     SCALED    
 CS0324* NAVD 88     -       124.389  (meters)     408.10   (feet)  ADJUSTED  
 CS0324  ___________________________________________________________________
 CS0324  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0324  DYNAMIC HT  -         124.250 (meters)     407.64  (feet)  COMP
 CS0324  MODELED GRAV-     979,513.2   (mgal)                       NAVD 88
 CS0324
 CS0324  VERT ORDER  -  SECOND    CLASS 0
 CS0324
 CS0324.The horizontal coordinates were scaled from a topographic map and have
 CS0324.an estimated accuracy of +/- 6 seconds.
 CS0324
 CS0324.The orthometric height was determined by differential leveling
 CS0324.and adjusted by the National Geodetic Survey in June 1991..
 CS0324
 CS0324.The geoid height was determined by GEOID03.
 CS0324
 CS0324.The dynamic height is computed by dividing the NAVD 88
 CS0324.geopotential number by the normal gravity value computed on the
 CS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0324.degrees latitude (g = 980.6199 gals.).
 CS0324
 CS0324.The modeled gravity was interpolated from observed gravity values.
 CS0324
 CS0324;                    North         East    Units  Estimated Accuracy
 CS0324;SPC TXNC     - 2,093,760.      797,000.      MT  (+/- 180 meters Scaled)
 CS0324
 CS0324                          SUPERSEDED SURVEY CONTROL
 CS0324
 CS0324  NGVD 29 (??/??/92)  124.397  (m)          408.13   (f) ADJ UNCH    2 0
 CS0324
 CS0324.Superseded values are not recommended for survey control.
 CS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0324.See file dsdata.txt to determine how the superseded data were derived.
 CS0324
 CS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA439982(NAD 83)
 CS0324_MARKER: DB = BENCH MARK DISK
 CS0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0324_STAMPING: E 959 1946
 CS0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0324+STABILITY: SURFACE MOTION
 CS0324
 CS0324  HISTORY     - Date     Condition        Report By
 CS0324  HISTORY     - 1946     MONUMENTED       CGS
 CS0324
 CS0324                          STATION DESCRIPTION
 CS0324
 CS0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0324'2.0 MI SW FROM SOURRY.
 CS0324'TO REACH MARK FROM THE JUNCTION OF STATE HIGHWAY NO. 34 AND THE MAIN
 CS0324'STREET OF SOURRY, GO SOUTHWEST ABOUT 2.0 MILES ALONG STATE HIGHWAY NO.
 CS0324'34 TO SITE OF MARK.  BENCH MARK IS AT A T-ROAD LEADING NORTHWEST, 67
 CS0324'FEET NORTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 22
 CS0324'FEET NORTHEAST OF THE ROAD LEADING NORTHWEST, 2 FEET NORTH OF A FENCE
 CS0324'CORNER, 1 FOOT SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISC STAMPED E
 CS0324'959 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 CS0324'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0444 ***********************************************************************
 CR0444  DESIGNATION -  E 96
 CR0444  PID         -  CR0444
 CR0444  STATE/COUNTY-  TX/SMITH
 CR0444  USGS QUAD   -  MOUNT SYLVAN (1973)
 CR0444
 CR0444                         *CURRENT SURVEY CONTROL
 CR0444  ___________________________________________________________________
 CR0444* NAD 83(1986)-  32 27 50.     (N)    095 22 44.     (W)     SCALED    
 CR0444* NAVD 88     -       159.484  (meters)     523.24   (feet)  ADJUSTED  
 CR0444  ___________________________________________________________________
 CR0444  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CR0444  DYNAMIC HT  -         159.298 (meters)     522.63  (feet)  COMP
 CR0444  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 CR0444
 CR0444  VERT ORDER  -  FIRST     CLASS II
 CR0444
 CR0444.The horizontal coordinates were scaled from a topographic map and have
 CR0444.an estimated accuracy of +/- 6 seconds.
 CR0444
 CR0444.The orthometric height was determined by differential leveling
 CR0444.and adjusted by the National Geodetic Survey in June 1991..
 CR0444
 CR0444.The geoid height was determined by GEOID03.
 CR0444
 CR0444.The dynamic height is computed by dividing the NAVD 88
 CR0444.geopotential number by the normal gravity value computed on the
 CR0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0444.degrees latitude (g = 980.6199 gals.).
 CR0444
 CR0444.The modeled gravity was interpolated from observed gravity values.
 CR0444
 CR0444;                    North         East    Units  Estimated Accuracy
 CR0444;SPC TXNC     - 2,092,760.      893,360.      MT  (+/- 180 meters Scaled)
 CR0444
 CR0444                          SUPERSEDED SURVEY CONTROL
 CR0444
 CR0444  NGVD 29 (??/??/92)  159.513  (m)          523.34   (f) ADJ UNCH    1 2
 CR0444
 CR0444.Superseded values are not recommended for survey control.
 CR0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0444.See file dsdata.txt to determine how the superseded data were derived.
 CR0444
 CR0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR764943(NAD 83)
 CR0444_MARKER: DB = BENCH MARK DISK
 CR0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0444_STAMPING: E 96 1933
 CR0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0444+STABILITY: SURFACE MOTION
 CR0444
 CR0444  HISTORY     - Date     Condition        Report By
 CR0444  HISTORY     - 1933     MONUMENTED       CGS
 CR0444  HISTORY     - 1959     GOOD             NGS
 CR0444  HISTORY     - 1963     MARK NOT FOUND   NGS
 CR0444  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0444
 CR0444                          STATION DESCRIPTION
 CR0444
 CR0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0444'4.15 MI S FROM LINDALE.
 CR0444'ABOUT 4.15 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0444'FROM THE STATION AT LINDALE, 4 1/2 POLES SOUTH OF POLE 28/20, 31 FEET
 CR0444'WEST OF THE WEST RAIL, 49 FEET NORTH OF THE CENTER LINE OF A DIRT
 CR0444'ROAD, 62 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 41 FEET EAST
 CR0444'OF THE WEST RAILROAD RIGHT-OF-WAY FENCE, 10.2 FEET NORTHEAST OF A
 CR0444'BRACED TELEPHONE POLE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACKS,
 CR0444'AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CR0444
 CR0444                          STATION RECOVERY (1963)
 CR0444
 CR0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CR0444'MARK NOT FOUND.
 CR0444
 CR0444                          STATION RECOVERY (1996)
 CR0444
 CR0444'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0117 ***********************************************************************
 CS0117  DESIGNATION -  E 960
 CS0117  PID         -  CS0117
 CS0117  STATE/COUNTY-  TX/KAUFMAN
 CS0117  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0117
 CS0117                         *CURRENT SURVEY CONTROL
 CS0117  ___________________________________________________________________
 CS0117* NAD 83(1986)-  32 38 46.     (N)    096 16 31.     (W)     SCALED    
 CS0117* NAVD 88     -       128.144  (meters)     420.42   (feet)  ADJUSTED  
 CS0117  ___________________________________________________________________
 CS0117  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0117  DYNAMIC HT  -         128.001 (meters)     419.95  (feet)  COMP
 CS0117  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 CS0117
 CS0117  VERT ORDER  -  SECOND    CLASS 0
 CS0117
 CS0117.The horizontal coordinates were scaled from a topographic map and have
 CS0117.an estimated accuracy of +/- 6 seconds.
 CS0117
 CS0117.The orthometric height was determined by differential leveling
 CS0117.and adjusted by the National Geodetic Survey in June 1991..
 CS0117
 CS0117.The geoid height was determined by GEOID03.
 CS0117
 CS0117.The dynamic height is computed by dividing the NAVD 88
 CS0117.geopotential number by the normal gravity value computed on the
 CS0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0117.degrees latitude (g = 980.6199 gals.).
 CS0117
 CS0117.The modeled gravity was interpolated from observed gravity values.
 CS0117
 CS0117;                    North         East    Units  Estimated Accuracy
 CS0117;SPC TXNC     - 2,110,820.      808,700.      MT  (+/- 180 meters Scaled)
 CS0117
 CS0117                          SUPERSEDED SURVEY CONTROL
 CS0117
 CS0117  NGVD 29 (??/??/92)  128.150  (m)          420.44   (f) ADJ UNCH    2 0
 CS0117
 CS0117.Superseded values are not recommended for survey control.
 CS0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0117.See file dsdata.txt to determine how the superseded data were derived.
 CS0117
 CS0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB555153(NAD 83)
 CS0117_MARKER: DB = BENCH MARK DISK
 CS0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0117_STAMPING: E 960 1946
 CS0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0117+STABILITY: SURFACE MOTION
 CS0117
 CS0117  HISTORY     - Date     Condition        Report By
 CS0117  HISTORY     - 1946     MONUMENTED       CGS
 CS0117
 CS0117                          STATION DESCRIPTION
 CS0117
 CS0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0117'4.4 MI N FROM KAUFMAN.
 CS0117'TO REACH THE MARK FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0117'KAUFMAN, GO NORTH ABOUT 4.4 MILES ALONG THE RAILROAD TO THE SITE OF
 CS0117'THE MARK.  BENCH MARK IS ABOUT 10 POLES SOUTH OF MILEPOST NO. 35, 2
 CS0117'POLES SOUTH OF TRESTLE NO. 34.76, 32.5 FEET WEST OF AND 3 FEET LOWER
 CS0117'THAN THE CENTER LINE OF THE TRACK, 4 FEET NORTH OF A TELEGRAPH POLE, 1
 CS0117'FOOT EAST OF A 4 X 4 MARKER POST.  A BRONZE DISC STAMPED E 960 1946
 CS0117'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0286 ***********************************************************************
 AY0286  DESIGNATION -  E 962 C OF SA
 AY0286  PID         -  AY0286
 AY0286  STATE/COUNTY-  TX/BEXAR
 AY0286  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0286
 AY0286                         *CURRENT SURVEY CONTROL
 AY0286  ___________________________________________________________________
 AY0286* NAD 83(1986)-  29 25 35.     (N)    098 28 19.     (W)     SCALED    
 AY0286* NAVD 88     -       217.453  (meters)     713.43   (feet)  ADJUSTED  
 AY0286  ___________________________________________________________________
 AY0286  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AY0286  DYNAMIC HT  -         217.137 (meters)     712.39  (feet)  COMP
 AY0286  MODELED GRAV-     979,184.3   (mgal)                       NAVD 88
 AY0286
 AY0286  VERT ORDER  -  FIRST     CLASS II
 AY0286
 AY0286.The horizontal coordinates were scaled from a topographic map and have
 AY0286.an estimated accuracy of +/- 6 seconds.
 AY0286
 AY0286.The orthometric height was determined by differential leveling
 AY0286.and adjusted by the National Geodetic Survey in June 1991..
 AY0286.WARNING-Repeat measurements at this control monument indicate possible
 AY0286.vertical movement.
 AY0286
 AY0286.The geoid height was determined by GEOID03.
 AY0286
 AY0286.The dynamic height is computed by dividing the NAVD 88
 AY0286.geopotential number by the normal gravity value computed on the
 AY0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0286.degrees latitude (g = 980.6199 gals.).
 AY0286
 AY0286.The modeled gravity was interpolated from observed gravity values.
 AY0286
 AY0286;                    North         East    Units  Estimated Accuracy
 AY0286;SPC TXSC     - 4,176,670.      651,230.      MT  (+/- 180 meters Scaled)
 AY0286
 AY0286                          SUPERSEDED SURVEY CONTROL
 AY0286
 AY0286  NGVD 29 (??/??/92)  217.285  (m)          712.88   (f) ADJ UNCH    1 2
 AY0286
 AY0286.Superseded values are not recommended for survey control.
 AY0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0286.See file dsdata.txt to determine how the superseded data were derived.
 AY0286
 AY0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT512553(NAD 83)
 AY0286_MARKER: DD = SURVEY DISK
 AY0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0286_STAMPING: E 962 1946
 AY0286_MARK LOGO: TX6090
 AY0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0286+STABILITY: SURFACE MOTION
 AY0286
 AY0286  HISTORY     - Date     Condition        Report By
 AY0286  HISTORY     - 1946     MONUMENTED
 AY0286  HISTORY     - 1946     GOOD             NGS
 AY0286  HISTORY     - 1953     GOOD             DOD
 AY0286  HISTORY     - 1980     GOOD             NGS
 AY0286  HISTORY     - 19950411 GOOD             USPSQD
 AY0286
 AY0286                          STATION DESCRIPTION
 AY0286
 AY0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0286'IN SAN ANTONIO.
 AY0286'AT SAN ANTONIO, AT THE NORTHWEST CORNER OF THE INTERSECTION OF NORTH
 AY0286'OLIVE AND DAWSON STREETS, 20.5 FEET WEST OF THE WEST CURB OF NORTH
 AY0286'OLIVE STREET, 11.0 FEET NORTH OF THE NORTH CURB OF DAWSON STREET,
 AY0286'ALONG THE LINE OF THE SIDEWALK, SET IN THE TOP OF A 1-FOOT CIRCULAR
 AY0286'CONCRETE POST SURROUNDED BY A 2-FOOT CONCRETE PIPE WITH IRON COVER
 AY0286'WHICH IS FLUSH WITH THE TOP OF THE SIDEWALK.
 AY0286
 AY0286                          STATION RECOVERY (1953)
 AY0286
 AY0286'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1953
 AY0286'RECOVERED IN GOOD CONDITION.
 AY0286
 AY0286                          STATION RECOVERY (1980)
 AY0286
 AY0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0286'RECOVERED IN GOOD CONDITION.
 AY0286
 AY0286                          STATION RECOVERY (1995)
 AY0286
 AY0286'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0733 ***********************************************************************
 AY0733  DESIGNATION -  E 963 CSA
 AY0733  PID         -  AY0733
 AY0733  STATE/COUNTY-  TX/BEXAR
 AY0733  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0733
 AY0733                         *CURRENT SURVEY CONTROL
 AY0733  ___________________________________________________________________
 AY0733* NAD 83(1986)-  29 25 39.     (N)    098 31 04.     (W)     SCALED    
 AY0733* NAVD 88     -       202.917  (meters)     665.74   (feet)  ADJUSTED  
 AY0733  ___________________________________________________________________
 AY0733  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AY0733  DYNAMIC HT  -         202.622 (meters)     664.77  (feet)  COMP
 AY0733  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 AY0733
 AY0733  VERT ORDER  -  FIRST     CLASS II
 AY0733
 AY0733.The horizontal coordinates were scaled from a topographic map and have
 AY0733.an estimated accuracy of +/- 6 seconds.
 AY0733
 AY0733.The orthometric height was determined by differential leveling
 AY0733.and adjusted by the National Geodetic Survey in June 1991..
 AY0733
 AY0733.The geoid height was determined by GEOID03.
 AY0733
 AY0733.The dynamic height is computed by dividing the NAVD 88
 AY0733.geopotential number by the normal gravity value computed on the
 AY0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0733.degrees latitude (g = 980.6199 gals.).
 AY0733
 AY0733.The modeled gravity was interpolated from observed gravity values.
 AY0733
 AY0733;                    North         East    Units  Estimated Accuracy
 AY0733;SPC TXSC     - 4,176,770.      646,790.      MT  (+/- 180 meters Scaled)
 AY0733
 AY0733                          SUPERSEDED SURVEY CONTROL
 AY0733
 AY0733  NGVD 29 (??/??/92)  202.794  (m)          665.33   (f) ADJ UNCH    1 2
 AY0733
 AY0733.Superseded values are not recommended for survey control.
 AY0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0733.See file dsdata.txt to determine how the superseded data were derived.
 AY0733
 AY0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT467554(NAD 83)
 AY0733_MARKER: DD = SURVEY DISK
 AY0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0733_STAMPING: E 963 1946
 AY0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0733+STABILITY: SURFACE MOTION
 AY0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY0733+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 AY0733
 AY0733  HISTORY     - Date     Condition        Report By
 AY0733  HISTORY     - 1946     MONUMENTED
 AY0733  HISTORY     - 1946     GOOD             NGS
 AY0733  HISTORY     - 1989     GOOD             USPSQD
 AY0733  HISTORY     - 19991013 GOOD             USPSQD
 AY0733  HISTORY     - 20030419 GOOD             USPSQD
 AY0733
 AY0733                          STATION DESCRIPTION
 AY0733
 AY0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0733'IN SAN ANTONIO.
 AY0733'AT SAN ANTONIO, IN THE NORTHWEST CORNER OF THE INTERSECTION OF WEST
 AY0733'COMMERCE STREET AND TRINITY STREET, 41.3 FEET NORTH OF THE NORTH CURB
 AY0733'OF WEST COMMERCE STREET, 12.1 FEET WEST OF THE WEST CURB OF TRINITY
 AY0733'STREET, ON THE LINE OF THE SIDEWALK ALONG THE WEST SIDE OF TRINITY
 AY0733'STREET, SET IN THE TOP OF A 1-FOOT CONCRETE POST SURROUNDED BY A
 AY0733'2-FOOT CONCRETE PIPE WITH AN IRON COVER WHICH IS FLUSH WITH THE TOP OF
 AY0733'THE SIDEWALK.
 AY0733
 AY0733                          STATION RECOVERY (1989)
 AY0733
 AY0733'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0733'RECOVERED IN GOOD CONDITION.
 AY0733
 AY0733                          STATION RECOVERY (1999)
 AY0733
 AY0733'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0733'RECOVERED IN GOOD CONDITION.
 AY0733
 AY0733                          STATION RECOVERY (2003)
 AY0733
 AY0733'RECOVERY NOTE BY US POWER SQUADRON 2003
 AY0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0736 ***********************************************************************
 CR0736  DESIGNATION -  E 965
 CR0736  PID         -  CR0736
 CR0736  STATE/COUNTY-  TX/VAN ZANDT
 CR0736  USGS QUAD   -  BEN WHEELER (1984)
 CR0736
 CR0736                         *CURRENT SURVEY CONTROL
 CR0736  ___________________________________________________________________
 CR0736* NAD 83(1986)-  32 26 40.     (N)    095 42 12.     (W)     SCALED    
 CR0736* NAVD 88     -       161.852  (meters)     531.01   (feet)  ADJUSTED  
 CR0736  ___________________________________________________________________
 CR0736  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CR0736  DYNAMIC HT  -         161.664 (meters)     530.39  (feet)  COMP
 CR0736  MODELED GRAV-     979,473.5   (mgal)                       NAVD 88
 CR0736
 CR0736  VERT ORDER  -  SECOND    CLASS 0
 CR0736
 CR0736.The horizontal coordinates were scaled from a topographic map and have
 CR0736.an estimated accuracy of +/- 6 seconds.
 CR0736
 CR0736.The orthometric height was determined by differential leveling
 CR0736.and adjusted by the National Geodetic Survey in June 1991..
 CR0736
 CR0736.The geoid height was determined by GEOID03.
 CR0736
 CR0736.The dynamic height is computed by dividing the NAVD 88
 CR0736.geopotential number by the normal gravity value computed on the
 CR0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0736.degrees latitude (g = 980.6199 gals.).
 CR0736
 CR0736.The modeled gravity was interpolated from observed gravity values.
 CR0736
 CR0736;                    North         East    Units  Estimated Accuracy
 CR0736;SPC TXNC     - 2,089,750.      862,930.      MT  (+/- 180 meters Scaled)
 CR0736
 CR0736                          SUPERSEDED SURVEY CONTROL
 CR0736
 CR0736  NGVD 29 (??/??/92)  161.865  (m)          531.05   (f) ADJ UNCH    2 0
 CR0736
 CR0736.Superseded values are not recommended for survey control.
 CR0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0736.See file dsdata.txt to determine how the superseded data were derived.
 CR0736
 CR0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR458929(NAD 83)
 CR0736_MARKER: DB = BENCH MARK DISK
 CR0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0736_STAMPING: E 965 1948
 CR0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0736+STABILITY: SURFACE MOTION
 CR0736
 CR0736  HISTORY     - Date     Condition        Report By
 CR0736  HISTORY     - 1948     MONUMENTED       CGS
 CR0736  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0736  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0736
 CR0736                          STATION DESCRIPTION
 CR0736
 CR0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0736'IN BEN WHEELER.
 CR0736'AT BEN WHEELER, 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE
 CR0736'POST OFFICE, 241.5 FEET SOUTHEAST OF THE EAST CORNER OF A GULF SERVICE
 CR0736'STATION, 57.9 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 48.1
 CR0736'FEET WEST OF THE WEST CORNER OF THE RESIDENCE OF C. R. BASS, 34.1 FEET
 CR0736'NORTH OF A TELEPHONE POLE, 16.9 FEET NORTHEAST OF A FENCE CORNER, 0.5
 CR0736'FOOT NORTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 CR0736'FLUSH WITH THE GROUND.
 CR0736
 CR0736                          STATION RECOVERY (1995)
 CR0736
 CR0736'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0736'MARK NOT FOUND.
 CR0736
 CR0736                          STATION RECOVERY (2004)
 CR0736
 CR0736'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0893 ***********************************************************************
 BL0893  DESIGNATION -  E 966
 BL0893  PID         -  BL0893
 BL0893  STATE/COUNTY-  TX/TRINITY
 BL0893  USGS QUAD   -  TRINITY EAST (1972)
 BL0893
 BL0893                         *CURRENT SURVEY CONTROL
 BL0893  ___________________________________________________________________
 BL0893* NAD 83(1986)-  30 59 58.     (N)    095 18 23.     (W)     SCALED    
 BL0893* NAVD 88     -        89.10   (+/-2cm)     292.3    (feet)  VERTCON   
 BL0893  ___________________________________________________________________
 BL0893  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL0893
 BL0893  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0893
 BL0893.The horizontal coordinates were scaled from a topographic map and have
 BL0893.an estimated accuracy of +/- 6 seconds.
 BL0893
 BL0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0893.The vertical order pertains to the NGVD 29 superseded value.
 BL0893
 BL0893.The geoid height was determined by GEOID03.
 BL0893
 BL0893;                    North         East    Units  Estimated Accuracy
 BL0893;SPC TX C     - 3,158,590.    1,179,880.      MT  (+/- 180 meters Scaled)
 BL0893
 BL0893                          SUPERSEDED SURVEY CONTROL
 BL0893
 BL0893  NGVD 29 (??/??/92)   89.102  (m)          292.33   (f) ADJ UNCH    2 0
 BL0893
 BL0893.Superseded values are not recommended for survey control.
 BL0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0893.See file dsdata.txt to determine how the superseded data were derived.
 BL0893
 BL0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ797318(NAD 83)
 BL0893_MARKER: DB = BENCH MARK DISK
 BL0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0893_STAMPING: E 966 1948
 BL0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0893+STABILITY: SURFACE MOTION
 BL0893
 BL0893  HISTORY     - Date     Condition        Report By
 BL0893  HISTORY     - 1948     MONUMENTED       CGS
 BL0893  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0893
 BL0893                          STATION DESCRIPTION
 BL0893
 BL0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0893'1.2 MI SW FROM GLENDALE.
 BL0893'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 BL0893'GLENDALE, ON TOP OF A HILL, 151.0 FEET NORTHEAST OF AND ACROSS THE
 BL0893'HIGHWAY FROM A POWER POLE (NUMBER 56471), 59.0 FEET SOUTH OF THE
 BL0893'CENTER LINE OF A DIRT ROAD LEADING EAST, 58.1 FEET EAST OF THE CENTER
 BL0893'LINE OF THE HIGHWAY, 1.6 FEET SOUTHEAST OF A REFERENCE POST, SET IN
 BL0893'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BL0893
 BL0893                          STATION RECOVERY (1996)
 BL0893
 BL0893'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0563 ***********************************************************************
 BZ0563  DESIGNATION -  E 967
 BZ0563  PID         -  BZ0563
 BZ0563  STATE/COUNTY-  TX/HILL
 BZ0563  USGS QUAD   -  MALONE (1978)
 BZ0563
 BZ0563                         *CURRENT SURVEY CONTROL
 BZ0563  ___________________________________________________________________
 BZ0563* NAD 83(1986)-  31 54 32.     (N)    096 52 48.     (W)     SCALED    
 BZ0563* NAVD 88     -       141.678  (meters)     464.82   (feet)  ADJUSTED  
 BZ0563  ___________________________________________________________________
 BZ0563  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BZ0563  DYNAMIC HT  -         141.506 (meters)     464.26  (feet)  COMP
 BZ0563  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 BZ0563
 BZ0563  VERT ORDER  -  FIRST     CLASS II
 BZ0563
 BZ0563.The horizontal coordinates were scaled from a topographic map and have
 BZ0563.an estimated accuracy of +/- 6 seconds.
 BZ0563
 BZ0563.The orthometric height was determined by differential leveling
 BZ0563.and adjusted by the National Geodetic Survey in June 1991..
 BZ0563
 BZ0563.The geoid height was determined by GEOID03.
 BZ0563
 BZ0563.The dynamic height is computed by dividing the NAVD 88
 BZ0563.geopotential number by the normal gravity value computed on the
 BZ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0563.degrees latitude (g = 980.6199 gals.).
 BZ0563
 BZ0563.The modeled gravity was interpolated from observed gravity values.
 BZ0563
 BZ0563;                    North         East    Units  Estimated Accuracy
 BZ0563;SPC TXNC     - 2,028,040.      753,240.      MT  (+/- 180 meters Scaled)
 BZ0563
 BZ0563                          SUPERSEDED SURVEY CONTROL
 BZ0563
 BZ0563  NGVD 29 (??/??/92)  141.663  (m)          464.77   (f) ADJ UNCH    1 2
 BZ0563
 BZ0563.Superseded values are not recommended for survey control.
 BZ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0563.See file dsdata.txt to determine how the superseded data were derived.
 BZ0563
 BZ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA004322(NAD 83)
 BZ0563_MARKER: DB = BENCH MARK DISK
 BZ0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0563_SP_SET: BRIDGE
 BZ0563_STAMPING: E 967 1946
 BZ0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0563
 BZ0563  HISTORY     - Date     Condition        Report By
 BZ0563  HISTORY     - 1946     MONUMENTED       CGS
 BZ0563  HISTORY     - 1952     GOOD             NGS
 BZ0563  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0563  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 BZ0563  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0563
 BZ0563                          STATION DESCRIPTION
 BZ0563
 BZ0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0563'0.9 MI E FROM MALONE.
 BZ0563'0.9 MILE EAST ALONG STATE HIGHWAY 171 FROM THE MISSOURI PACIFIC
 BZ0563'RAILROAD STATION AT MALONE, HILL COUNTY, AT A LARGE BRIDGE, IN THE
 BZ0563'CENTER OF THE TOP OF THE NORTHEAST WING WALL, 14 FEET NORTH OF THE
 BZ0563'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 BZ0563'DISK, STAMPED E 967 1946.
 BZ0563
 BZ0563                          STATION RECOVERY (1980)
 BZ0563
 BZ0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0563'MARK NOT FOUND.
 BZ0563
 BZ0563                          STATION RECOVERY (1999)
 BZ0563
 BZ0563'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0563'MARK NOT FOUND.
 BZ0563
 BZ0563                          STATION RECOVERY (2003)
 BZ0563
 BZ0563'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0383 ***********************************************************************
 CS0383  DESIGNATION -  E 969 RESET 1968
 CS0383  PID         -  CS0383
 CS0383  STATE/COUNTY-  TX/ELLIS
 CS0383  USGS QUAD   -  ROSSER SW (1962)
 CS0383
 CS0383                         *CURRENT SURVEY CONTROL
 CS0383  ___________________________________________________________________
 CS0383* NAD 83(1986)-  32 18 51.     (N)    096 29 46.     (W)     SCALED    
 CS0383* NAVD 88     -       130.91   (+/-2cm)     429.5    (feet)  VERTCON   
 CS0383  ___________________________________________________________________
 CS0383  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CS0383
 CS0383  VERT ORDER  -  THIRD (See Below)
 CS0383
 CS0383.The horizontal coordinates were scaled from a topographic map and have
 CS0383.an estimated accuracy of +/- 6 seconds.
 CS0383
 CS0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0383.The vertical order pertains to the NGVD 29 superseded value.
 CS0383
 CS0383.The geoid height was determined by GEOID03.
 CS0383
 CS0383;                    North         East    Units  Estimated Accuracy
 CS0383;SPC TXNC     - 2,073,600.      788,690.      MT  (+/- 180 meters Scaled)
 CS0383
 CS0383                          SUPERSEDED SURVEY CONTROL
 CS0383
 CS0383  NGVD 29 (01/29/03)  130.90   (m)          429.5    (f) RESET       3  
 CS0383
 CS0383.Superseded values are not recommended for survey control.
 CS0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0383.See file dsdata.txt to determine how the superseded data were derived.
 CS0383
 CS0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA357780(NAD 83)
 CS0383_MARKER: DB = BENCH MARK DISK
 CS0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0383_STAMPING: E 969 RESET 1968
 CS0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0383+STABILITY: SURFACE MOTION
 CS0383
 CS0383  HISTORY     - Date     Condition        Report By
 CS0383  HISTORY     - 1968     MONUMENTED       CGS
 CS0383  HISTORY     - 20020126 GOOD             USPSQD
 CS0383
 CS0383                          STATION DESCRIPTION
 CS0383
 CS0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CS0383'8.4 MI SE FROM ALMA.
 CS0383'ABOUT 2.15 MILES SOUTHEAST ALONG INTERSTATE 45 FROM THE JUNCTION OF
 CS0383'F.M. HIGHWAY 1183 AT THE OVERPASS IN ALMA, THENCE 4.25 MILES NORTHEAST
 CS0383'AND NORTH ALONG F. M. HIGHWAY 1182, THENCE 2.0 MILES WEST ALONG F.M.
 CS0383'HIGHWAY 85 TO SITE OF BENCH MARK, 66 FEET NORTH-NORTHWEST OF THE
 CS0383'CENTER LINE OF HIGHWAY, 14 FEET WEST OF A NORTHEAST-SOUTHWEST FENCE
 CS0383'LINE, ABOUT 50 YARDS EAST OF A DRAW, 0.1 MILE EAST OF A FARM HOUSE, 1
 CS0383'FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTHEAST OF A METAL
 CS0383'WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION 325 + 82. A
 CS0383'STANDARD BENCH MARK DISK SET IN A 10 X 10 IN. CONCRETE POST WHICH
 CS0383'PROJECTS 4 INCHES ABOVE THE GROUND.
 CS0383
 CS0383                          STATION RECOVERY (2002)
 CS0383
 CS0383'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0102 ***********************************************************************
 DN0102  DESIGNATION -  E 97
 DN0102  PID         -  DN0102
 DN0102  STATE/COUNTY-  TX/HUNT
 DN0102  USGS QUAD   -  GREENVILLE NE (1963)
 DN0102
 DN0102                         *CURRENT SURVEY CONTROL
 DN0102  ___________________________________________________________________
 DN0102* NAD 83(1986)-  33 08 22.     (N)    096 06 23.     (W)     SCALED    
 DN0102* NAVD 88     -       167.879  (meters)     550.78   (feet)  ADJUSTED  
 DN0102  ___________________________________________________________________
 DN0102  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN0102  DYNAMIC HT  -         167.696 (meters)     550.18  (feet)  COMP
 DN0102  MODELED GRAV-     979,546.0   (mgal)                       NAVD 88
 DN0102
 DN0102  VERT ORDER  -  FIRST     CLASS II
 DN0102
 DN0102.The horizontal coordinates were scaled from a topographic map and have
 DN0102.an estimated accuracy of +/- 6 seconds.
 DN0102
 DN0102.The orthometric height was determined by differential leveling
 DN0102.and adjusted by the National Geodetic Survey in June 1991..
 DN0102
 DN0102.The geoid height was determined by GEOID03.
 DN0102
 DN0102.The dynamic height is computed by dividing the NAVD 88
 DN0102.geopotential number by the normal gravity value computed on the
 DN0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0102.degrees latitude (g = 980.6199 gals.).
 DN0102
 DN0102.The modeled gravity was interpolated from observed gravity values.
 DN0102
 DN0102;                    North         East    Units  Estimated Accuracy
 DN0102;SPC TXNC     - 2,165,860.      823,290.      MT  (+/- 180 meters Scaled)
 DN0102
 DN0102                          SUPERSEDED SURVEY CONTROL
 DN0102
 DN0102  NGVD 29 (??/??/92)  167.867  (m)          550.74   (f) ADJ UNCH    1 2
 DN0102
 DN0102.Superseded values are not recommended for survey control.
 DN0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0102.See file dsdata.txt to determine how the superseded data were derived.
 DN0102
 DN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB699704(NAD 83)
 DN0102_MARKER: DB = BENCH MARK DISK
 DN0102_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DN0102_SP_SET: FOUNDATION
 DN0102_STAMPING: E 97 1933 550.744
 DN0102_MARK LOGO: CGS   
 DN0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0102+STABILITY: POSITION/ELEVATION WELL
 DN0102
 DN0102  HISTORY     - Date     Condition        Report By
 DN0102  HISTORY     - 1933     MONUMENTED       CGS
 DN0102  HISTORY     - 1959     GOOD             NGS
 DN0102  HISTORY     - 1986     GOOD             NGS
 DN0102  HISTORY     - 19940418 GOOD             USPSQD
 DN0102
 DN0102                          STATION DESCRIPTION
 DN0102
 DN0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0102'IN GREENVILLE.
 DN0102'ABOUT 0.45 MILE EAST ALONG LEE STREET FROM THE MISSOURI-KANSAS-TEXAS
 DN0102'RAILROAD FROM THE STATION AT GREENVILLE, AT THE HUNT COUNTY
 DN0102'COURTHOUSE, 36 FEET SOUTH OF THE SOUTH CURB OF THE STREET, SET
 DN0102'VERTICALLY IN THE NORTH FACE OF A GRANITE STONE, 27 FEET WEST OF THE
 DN0102'CENTER LINE OF THE NORTH MAIN ENTRANCE TO THE COURTHOUSE, 5 1/2 FEET
 DN0102'WEST OF THE WEST EDGE OF THE STAIRWAY LEADING TO THE BASEMENT, 1.4
 DN0102'FEET WEST OF THE CORNER OF THE BUILDING, AND ABOUT 4 FEET ABOVE THE
 DN0102'GROUND.
 DN0102
 DN0102                          STATION RECOVERY (1986)
 DN0102
 DN0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0102'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 DN0102'GREENVILLE, AT THE INTERSECTION OF LEE AND STONEWALL STREETS, SET
 DN0102'VERTICALLY IN THE NORTH FACE OF THE NORTH FOUNDATION WALL OF THE
 DN0102'COUNTY COURTHOUSE, 30.3 M (99.4 FT) EAST OF THE CENTER OF STONEWALL
 DN0102'STREET, 22.0 M (72.2 FT) SOUTH OF THE CENTER OF LEE STREET, AND 13.9 M
 DN0102'(45.6 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING.
 DN0102'THE MARK IS 1.3 M ABOVE A SIDEWALK.
 DN0102
 DN0102                          STATION RECOVERY (1994)
 DN0102
 DN0102'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0393 ***********************************************************************
 CS0393  DESIGNATION -  E 970
 CS0393  PID         -  CS0393
 CS0393  STATE/COUNTY-  TX/ELLIS
 CS0393  USGS QUAD   -  ROSSER (1963)
 CS0393
 CS0393                         *CURRENT SURVEY CONTROL
 CS0393  ___________________________________________________________________
 CS0393* NAD 83(1986)-  32 22 49.     (N)    096 28 58.     (W)     SCALED    
 CS0393* NAVD 88     -       113.064  (meters)     370.94   (feet)  ADJUSTED  
 CS0393  ___________________________________________________________________
 CS0393  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CS0393  DYNAMIC HT  -         112.935 (meters)     370.52  (feet)  COMP
 CS0393  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 CS0393
 CS0393  VERT ORDER  -  SECOND    CLASS 0
 CS0393
 CS0393.The horizontal coordinates were scaled from a topographic map and have
 CS0393.an estimated accuracy of +/- 6 seconds.
 CS0393
 CS0393.The orthometric height was determined by differential leveling
 CS0393.and adjusted by the National Geodetic Survey in June 1991..
 CS0393
 CS0393.The geoid height was determined by GEOID03.
 CS0393
 CS0393.The dynamic height is computed by dividing the NAVD 88
 CS0393.geopotential number by the normal gravity value computed on the
 CS0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0393.degrees latitude (g = 980.6199 gals.).
 CS0393
 CS0393.The modeled gravity was interpolated from observed gravity values.
 CS0393
 CS0393;                    North         East    Units  Estimated Accuracy
 CS0393;SPC TXNC     - 2,080,960.      789,800.      MT  (+/- 180 meters Scaled)
 CS0393
 CS0393                          SUPERSEDED SURVEY CONTROL
 CS0393
 CS0393  NGVD 29 (??/??/92)  113.07   (m)          371.0    (f) COMPUTED    2 0
 CS0393
 CS0393.Superseded values are not recommended for survey control.
 CS0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0393.See file dsdata.txt to determine how the superseded data were derived.
 CS0393
 CS0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA368853(NAD 83)
 CS0393_MARKER: DB = BENCH MARK DISK
 CS0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0393_STAMPING: E 970 1946
 CS0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0393+STABILITY: SURFACE MOTION
 CS0393
 CS0393  HISTORY     - Date     Condition        Report By
 CS0393  HISTORY     - 1946     MONUMENTED       CGS
 CS0393  HISTORY     - 1963     GOOD             USGS
 CS0393
 CS0393                          STATION DESCRIPTION
 CS0393
 CS0393'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CS0393'8.1 MI SW FROM ROSSER.
 CS0393'ROSSER 8.1 MILES SW OF.  TELICO 2.0 MILES NE OF.  TO REACH FROM TELICO
 CS0393'GO EAST AND NORTHEAST ON FARM ROAD 1181, 1.4 MILES TO JCT. COUNTY ROAD
 CS0393'NE. PROCEED NE 0.6 MILE ON COUNTY ROAD TO SITE, BENCH MARK IS ABOUT 37
 CS0393'YARDS NE OF A WOODEN BRIDGE.  24 FT SE AND ABOUT 3.0 FEET LOWER THAN
 CS0393'CENTER LINE OF ROAD 25 FT. NORTH OF A FENCE CORNER. 9.5 FT SW OF AN
 CS0393'REA POWER POLE AND 1 FT N. OF A 4 X 4 IN. MARKER POST. A BRONZE DISK
 CS0393'STAMPED E 970 1946 SET IN THE TOP OF A CONCRETE POST PROJECTING 2 IN.
 CS0393'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1349 ***********************************************************************
 CS1349  DESIGNATION -  E 971 RESET 1958
 CS1349  PID         -  CS1349
 CS1349  STATE/COUNTY-  TX/DALLAS
 CS1349  USGS QUAD   -  GARLAND (1973)
 CS1349
 CS1349                         *CURRENT SURVEY CONTROL
 CS1349  ___________________________________________________________________
 CS1349* NAD 83(1986)-  32 52 44.     (N)    096 37 51.     (W)     SCALED    
 CS1349* NAVD 88     -       161.70   (+/-2cm)     530.5    (feet)  VERTCON   
 CS1349  ___________________________________________________________________
 CS1349  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CS1349
 CS1349  VERT ORDER  -  THIRD (See Below)
 CS1349
 CS1349.The horizontal coordinates were scaled from a topographic map and have
 CS1349.an estimated accuracy of +/- 6 seconds.
 CS1349
 CS1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1349.The vertical order pertains to the NGVD 29 superseded value.
 CS1349
 CS1349.The geoid height was determined by GEOID03.
 CS1349
 CS1349;                    North         East    Units  Estimated Accuracy
 CS1349;SPC TXNC     - 2,135,980.      774,890.      MT  (+/- 180 meters Scaled)
 CS1349
 CS1349                          SUPERSEDED SURVEY CONTROL
 CS1349
 CS1349  NGVD 29 (01/29/03)  161.72   (m)          530.6    (f) RESET       3  
 CS1349
 CS1349.Superseded values are not recommended for survey control.
 CS1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1349.See file dsdata.txt to determine how the superseded data were derived.
 CS1349
 CS1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB216403(NAD 83)
 CS1349_MARKER: DB = BENCH MARK DISK
 CS1349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1349_SP_SET: PIER
 CS1349_STAMPING: E 971 RESET 1958
 CS1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1349
 CS1349  HISTORY     - Date     Condition        Report By
 CS1349  HISTORY     - 1958     MONUMENTED       CGS
 CS1349  HISTORY     - 1958     GOOD             NGS
 CS1349  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1349
 CS1349                          STATION DESCRIPTION
 CS1349
 CS1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CS1349'3.0 MI SE FROM GARLAND.
 CS1349'3.0 MILES SOUTHEAST OF THE CENTER OF GARLAND AT THE INTERSECTION OF
 CS1349'FIRST STREET AND KINGSLEY ROAD, IN THE NORTHWEST CORNER OF THE
 CS1349'INTERSECTION, IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE PIER 2
 CS1349'FEET SQUARE AND 10 INCHES HIGH, WHICH SUPPORTS A GULF SIGN.  IT IS
 CS1349'ABOUT 100 FEET SOUTHEAST OF A LARGE GULF SERVICE STATION AND IN THE
 CS1349'SOUTHEAST CORNER OF THE STATION AREA.  A STANDARD DISK STAMPED E 971
 CS1349'RESET 1958.
 CS1349
 CS1349                          STATION RECOVERY (1958)
 CS1349
 CS1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1349'RECOVERED IN GOOD CONDITION.
 CS1349
 CS1349                          STATION RECOVERY (1999)
 CS1349
 CS1349'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1706 ***********************************************************************
 BY1706  DESIGNATION -  E 972
 BY1706  PID         -  BY1706
 BY1706  STATE/COUNTY-  TX/LEON
 BY1706  USGS QUAD   -  LEONA (1964)
 BY1706
 BY1706                         *CURRENT SURVEY CONTROL
 BY1706  ___________________________________________________________________
 BY1706* NAD 83(1986)-  31 10 45.     (N)    095 58 25.     (W)     SCALED    
 BY1706* NAVD 88     -       109.58   (+/-2cm)     359.5    (feet)  VERTCON   
 BY1706  ___________________________________________________________________
 BY1706  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY1706
 BY1706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1706
 BY1706.The horizontal coordinates were scaled from a topographic map and have
 BY1706.an estimated accuracy of +/- 6 seconds.
 BY1706
 BY1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1706.The vertical order pertains to the NGVD 29 superseded value.
 BY1706
 BY1706.The geoid height was determined by GEOID03.
 BY1706
 BY1706;                    North         East    Units  Estimated Accuracy
 BY1706;SPC TX C     - 3,175,810.    1,115,440.      MT  (+/- 180 meters Scaled)
 BY1706
 BY1706                          SUPERSEDED SURVEY CONTROL
 BY1706
 BY1706  NGVD 29 (??/??/92)  109.559  (m)          359.44   (f) ADJ UNCH    2 0
 BY1706
 BY1706.Superseded values are not recommended for survey control.
 BY1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1706.See file dsdata.txt to determine how the superseded data were derived.
 BY1706
 BY1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ165532(NAD 83)
 BY1706_MARKER: DB = BENCH MARK DISK
 BY1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1706_STAMPING: E 972 1947
 BY1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1706+STABILITY: SURFACE MOTION
 BY1706
 BY1706  HISTORY     - Date     Condition        Report By
 BY1706  HISTORY     - 1947     MONUMENTED       CGS
 BY1706
 BY1706                          STATION DESCRIPTION
 BY1706
 BY1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1706'1.8 MI N FROM LEONA.
 BY1706'ABOUT 1.8 MILES NORTH ALONG U.S. HIGHWAY NO.75 FROM THE POST OFFICE AT
 BY1706'LEONA, 43.5 FEET WEST OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE
 BY1706'OF THE HIGHWAY, 18.7 FEET NORTH OF A TWELVE INCH OAK TREE, 15.7 FEET
 BY1706'SOUTH OF A TELEPHONE POLE, 1.5 FEET EAST OF A FENCE AND 1.5 FEET NORTH
 BY1706'OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP
 BY1706'OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1916 ***********************************************************************
 BY1916  DESIGNATION -  E 973 RESET 1963
 BY1916  PID         -  BY1916
 BY1916  STATE/COUNTY-  TX/MADISON
 BY1916  USGS QUAD   -  LEONA SW (1964)
 BY1916
 BY1916                         *CURRENT SURVEY CONTROL
 BY1916  ___________________________________________________________________
 BY1916* NAD 83(1986)-  31 05 32.     (N)    095 57 31.     (W)     SCALED    
 BY1916* NAVD 88     -        98.16   (+/-2cm)     322.0    (feet)  VERTCON   
 BY1916  ___________________________________________________________________
 BY1916  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY1916
 BY1916  VERT ORDER  -  THIRD (See Below)
 BY1916
 BY1916.The horizontal coordinates were scaled from a topographic map and have
 BY1916.an estimated accuracy of +/- 6 seconds.
 BY1916
 BY1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1916.The vertical order pertains to the NGVD 29 superseded value.
 BY1916
 BY1916.The geoid height was determined by GEOID03.
 BY1916
 BY1916;                    North         East    Units  Estimated Accuracy
 BY1916;SPC TX C     - 3,166,240.    1,117,250.      MT  (+/- 180 meters Scaled)
 BY1916
 BY1916                          SUPERSEDED SURVEY CONTROL
 BY1916
 BY1916  NGVD 29 (??/??/??)   98.15   (m)          322.0    (f) RESET       3  
 BY1916
 BY1916.Superseded values are not recommended for survey control.
 BY1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1916.See file dsdata.txt to determine how the superseded data were derived.
 BY1916
 BY1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ177435(NAD 83)
 BY1916_MARKER: DB = BENCH MARK DISK
 BY1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1916_STAMPING: E 973 RESET 1963
 BY1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1916+STABILITY: SURFACE MOTION
 BY1916
 BY1916  HISTORY     - Date     Condition        Report By
 BY1916  HISTORY     - 1963     MONUMENTED       CGS
 BY1916  HISTORY     - 19960601 GOOD             USPSQD
 BY1916
 BY1916                          STATION DESCRIPTION
 BY1916
 BY1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BY1916'9.2 MI NW FROM ELWOOD.
 BY1916'ABOUT 7.0 MILES NORTHWEST ALONG STATE OSR HIGHWAY TO THE INTERSECTION
 BY1916'OF U.S. HIGHWAY 75, THENCE CONTINUE ON STATE OSR HIGHWAY 2.2 MILES TO
 BY1916'BENCH MARK, 52 FEET NORTH OF THE CENTER LINE OF STATE OSR HIGHWAY, 124
 BY1916'FEET WEST OF THE NORTH END OF A CULVERT WHICH IS UNDER THE HIGHWAY,
 BY1916'120 FEET EAST OF INTERSTATE HIGHWAY 45 RIGHT-OF-WAY, 33 FEET EAST OF
 BY1916'THE MOST EASTERLY OF 4 OAK TREES, 4 FEET NORTHWEST OF A TELEPHONE
 BY1916'POLE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  A STANDARD DISK
 BY1916'STAMPED E 973 RESET 1963, IS SET IN A 12 X 12 IN. CONCRETE POST WHICH
 BY1916'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 BY1916
 BY1916                          STATION RECOVERY (1996)
 BY1916
 BY1916'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1355 ***********************************************************************
 BL1355  DESIGNATION -  E 974
 BL1355  PID         -  BL1355
 BL1355  STATE/COUNTY-  TX/SAN JACINTO
 BL1355  USGS QUAD   -  CONROE NE (1976)
 BL1355
 BL1355                         *CURRENT SURVEY CONTROL
 BL1355  ___________________________________________________________________
 BL1355* NAD 83(1986)-  30 25 21.     (N)    095 16 26.     (W)     SCALED    
 BL1355* NAVD 88     -        72.19   (+/-2cm)     236.8    (feet)  VERTCON   
 BL1355  ___________________________________________________________________
 BL1355  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL1355
 BL1355  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1355
 BL1355.The horizontal coordinates were scaled from a topographic map and have
 BL1355.an estimated accuracy of +/- 6 seconds.
 BL1355
 BL1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1355.The vertical order pertains to the NGVD 29 superseded value.
 BL1355
 BL1355.The geoid height was determined by GEOID03.
 BL1355
 BL1355;                    North         East    Units  Estimated Accuracy
 BL1355;SPC TX C     - 3,094,840.    1,185,890.      MT  (+/- 180 meters Scaled)
 BL1355
 BL1355                          SUPERSEDED SURVEY CONTROL
 BL1355
 BL1355  NGVD 29 (??/??/92)   72.198  (m)          236.87   (f) ADJ UNCH    2 0
 BL1355
 BL1355.Superseded values are not recommended for survey control.
 BL1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1355.See file dsdata.txt to determine how the superseded data were derived.
 BL1355
 BL1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP815677(NAD 83)
 BL1355_MARKER: DB = BENCH MARK DISK
 BL1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1355_STAMPING: E 974 1947
 BL1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1355+STABILITY: SURFACE MOTION
 BL1355
 BL1355  HISTORY     - Date     Condition        Report By
 BL1355  HISTORY     - 1947     MONUMENTED       CGS
 BL1355  HISTORY     - 1959     GOOD             USGS
 BL1355
 BL1355                          STATION DESCRIPTION
 BL1355
 BL1355'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 BL1355'14.8 MI NW FROM FOSTORIA.
 BL1355'0.2 MILE SOUTH AND 9.2 MILES EAST OF THE POST OFFICE AT WILLIS, TO A
 BL1355'BRIDGE OVER PEACH CREEK, THENCE 2.3 MILES EAST ALONG A GRAVEL ROAD,
 BL1355'THENCE 1.4 MILES EAST AND SOUTH ALONG A TRACK ROAD TO A ROAD
 BL1355'INTERSECTION, AT THE WEST POINT OF A TRIANGLE FORMED BY THE ROAD
 BL1355'JUNCTION, 79.0 FEET WEST OF THE NORTH-SOUTH ROAD, 22.0 FEET NORTH OF
 BL1355'AN EAST-WEST ROAD, 1.5 FEET EAST OF A WITNESS POST, AND SET IN THE TOP
 BL1355'OF A CONCRETE WITNESS POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1378 ***********************************************************************
 BL1378  DESIGNATION -  E 975
 BL1378  PID         -  BL1378
 BL1378  STATE/COUNTY-  TX/MONTGOMERY
 BL1378  USGS QUAD   -  CUT AND SHOOT (1997)
 BL1378
 BL1378                         *CURRENT SURVEY CONTROL
 BL1378  ___________________________________________________________________
 BL1378* NAD 83(1986)-  30 19 14.     (N)    095 20 22.     (W)     SCALED    
 BL1378* NAVD 88     -        58.05   (+/-2cm)     190.5    (feet)  VERTCON   
 BL1378  ___________________________________________________________________
 BL1378  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1378
 BL1378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1378
 BL1378.The horizontal coordinates were scaled from a topographic map and have
 BL1378.an estimated accuracy of +/- 6 seconds.
 BL1378
 BL1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1378.The vertical order pertains to the NGVD 29 superseded value.
 BL1378
 BL1378.The geoid height was determined by GEOID03.
 BL1378
 BL1378;                    North         East    Units  Estimated Accuracy
 BL1378;SPC TX C     - 3,083,270.    1,180,100.      MT  (+/- 180 meters Scaled)
 BL1378
 BL1378                          SUPERSEDED SURVEY CONTROL
 BL1378
 BL1378  NGVD 29 (??/??/92)   58.051  (m)          190.46   (f) ADJ UNCH    2 0
 BL1378
 BL1378.Superseded values are not recommended for survey control.
 BL1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1378.See file dsdata.txt to determine how the superseded data were derived.
 BL1378
 BL1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP750566(NAD 83)
 BL1378_MARKER: DB = BENCH MARK DISK
 BL1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1378_STAMPING: E 975 1947
 BL1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1378+STABILITY: SURFACE MOTION
 BL1378
 BL1378  HISTORY     - Date     Condition        Report By
 BL1378  HISTORY     - 1947     MONUMENTED       CGS
 BL1378
 BL1378                          STATION DESCRIPTION
 BL1378
 BL1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1378'8.05 MI E FROM CONROE.
 BL1378'7.2 MILES EAST ALONG STATE HIGHWAY NO.105 AND 0.85 MILE SOUTH ALONG A
 BL1378'DIRT ROAD FROM THE COURT HOUSE AT CONROE, 0.7 MILE NORTH ALONG A DIRT
 BL1378'ROAD FROM THE RAILROAD CROSSING AT WAUKEGAN SIDING WHICH IS ON THE
 BL1378'GULF, COLORADO AND SANTA FE RAILWAY, 114.0 FEET SOUTH OF A POINT IN
 BL1378'LINE WITH THE MOST SOUTHERLY ROW OF TWO ROWS OF POWER LINE POLES, 57.0
 BL1378'FEET SOUTH SOUTHWEST OF A TELEPHONE POLE, 40.0 FEET WEST OF THE CENTER
 BL1378'OF THE ROAD, 1.0 FOOT SOUTH OF A REFERENCE POST, SET IN A CONCRETE
 BL1378'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.
 BL1378'NOTE-- THIS BENCH MARK CAN ALSO BE REACHED FROM THE UNION STATION AT
 BL1378'CONROE BY GOING 7.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE
 BL1378'RAILWAY TO THE CROSSING AT WAUKEGAN SIDING AND 0.7 MILE NORTH ALONG A
 BL1378'DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0955 ***********************************************************************
 BL0955  DESIGNATION -  E 976
 BL0955  PID         -  BL0955
 BL0955  STATE/COUNTY-  TX/WALKER
 BL0955  USGS QUAD   -  STALEY (1972)
 BL0955
 BL0955                         *CURRENT SURVEY CONTROL
 BL0955  ___________________________________________________________________
 BL0955* NAD 83(1986)-  30 49 50.     (N)    095 21 18.     (W)     SCALED    
 BL0955* NAVD 88     -        71.28   (+/-2cm)     233.9    (feet)  VERTCON   
 BL0955  ___________________________________________________________________
 BL0955  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL0955
 BL0955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0955
 BL0955.The horizontal coordinates were scaled from a topographic map and have
 BL0955.an estimated accuracy of +/- 6 seconds.
 BL0955
 BL0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0955.The vertical order pertains to the NGVD 29 superseded value.
 BL0955
 BL0955.The geoid height was determined by GEOID03.
 BL0955
 BL0955;                    North         East    Units  Estimated Accuracy
 BL0955;SPC TX C     - 3,139,680.    1,176,080.      MT  (+/- 180 meters Scaled)
 BL0955
 BL0955                          SUPERSEDED SURVEY CONTROL
 BL0955
 BL0955  NGVD 29 (??/??/92)   71.286  (m)          233.88   (f) ADJ UNCH    2 0
 BL0955
 BL0955.Superseded values are not recommended for survey control.
 BL0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0955.See file dsdata.txt to determine how the superseded data were derived.
 BL0955
 BL0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ747131(NAD 83)
 BL0955_MARKER: DB = BENCH MARK DISK
 BL0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0955_STAMPING: E 976 1947
 BL0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0955+STABILITY: SURFACE MOTION
 BL0955
 BL0955  HISTORY     - Date     Condition        Report By
 BL0955  HISTORY     - 1947     MONUMENTED       CGS
 BL0955
 BL0955                          STATION DESCRIPTION
 BL0955
 BL0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0955'3.8 MI SE FROM RIVERSIDE.
 BL0955'0.4 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD STATION AT
 BL0955'RIVERSIDE, THENCE 1.4 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL0955'2.0 MILES EAST ALONG A GRADED DIRT ROAD, AT A Y ROAD JUNCTION, 44.0
 BL0955'FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, 38.0 FEET NORTHWEST OF
 BL0955'THE CENTER LINE OF THE SIDE ROAD LEADING NORTHEAST, 12.4 FEET WEST OF
 BL0955'AN 8-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF TREE,
 BL0955'13.6 FEET EAST OF A 6-INCH HICKORY TREE WITH A TRIANGULAR BLAZE ON THE
 BL0955'SOUTH SIDE OF TREE, 1.6 FEET SOUTH OF A FENCE, 1.6 FEET EAST OF A
 BL0955'REFERENCE POST, SET IN TOP OF A CONCRETE POST AND LEVEL WITH THE
 BL0955'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1450 ***********************************************************************
 BY1450  DESIGNATION -  E 978
 BY1450  PID         -  BY1450
 BY1450  STATE/COUNTY-  TX/WALKER
 BY1450  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1450
 BY1450                         *CURRENT SURVEY CONTROL
 BY1450  ___________________________________________________________________
 BY1450* NAD 83(1986)-  31 01 25.     (N)    095 27 16.     (W)     SCALED    
 BY1450* NAVD 88     -        85.84   (+/-2cm)     281.6    (feet)  VERTCON   
 BY1450  ___________________________________________________________________
 BY1450  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BY1450
 BY1450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1450
 BY1450.The horizontal coordinates were scaled from a topographic map and have
 BY1450.an estimated accuracy of +/- 6 seconds.
 BY1450
 BY1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1450.The vertical order pertains to the NGVD 29 superseded value.
 BY1450
 BY1450.The geoid height was determined by GEOID03.
 BY1450
 BY1450;                    North         East    Units  Estimated Accuracy
 BY1450;SPC TX C     - 3,160,640.    1,165,640.      MT  (+/- 180 meters Scaled)
 BY1450
 BY1450                          SUPERSEDED SURVEY CONTROL
 BY1450
 BY1450  NGVD 29 (??/??/92)   85.846  (m)          281.65   (f) ADJ UNCH    2 0
 BY1450
 BY1450.Superseded values are not recommended for survey control.
 BY1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1450.See file dsdata.txt to determine how the superseded data were derived.
 BY1450
 BY1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ657348(NAD 83)
 BY1450_MARKER: DB = BENCH MARK DISK
 BY1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1450_STAMPING: E 978 1947
 BY1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1450+STABILITY: SURFACE MOTION
 BY1450
 BY1450  HISTORY     - Date     Condition        Report By
 BY1450  HISTORY     - 1947     MONUMENTED       CGS
 BY1450
 BY1450                          STATION DESCRIPTION
 BY1450
 BY1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1450'8.65 MI NW FROM TRINITY.
 BY1450'TO REACH FROM THE POST OFFICE AT TRINITY, PROCEED 6.6 MILES NORTH
 BY1450'ALONG STATE HIGHWAY NO.45, THENCE 2.05 MILES WEST ALONG A DIRT ROAD,
 BY1450'BENCH MARK IS AT THE SOUTHWEST CORNER OF THE OLD ELLIS SPRINGS SCHOOL
 BY1450'YARD, 142.0 FEET EAST OF THE CENTER OF A NORTHWEST-SOUTHEAST DIRT
 BY1450'ROAD, 32.0 FEET WEST OF THE CENTER OF A SMALL DIRT ROAD LEADING NORTH,
 BY1450'33.0 FEET NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 11.5 FEET
 BY1450'WEST OF A 15-INCH OAK TREE, 2.8 FEET EAST OF A REFERENCE POST, SET IN
 BY1450'A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1999 ***********************************************************************
 BY1999  DESIGNATION -  E 979
 BY1999  PID         -  BY1999
 BY1999  STATE/COUNTY-  TX/HOUSTON
 BY1999  USGS QUAD   -  WELDON (1972)
 BY1999
 BY1999                         *CURRENT SURVEY CONTROL
 BY1999  ___________________________________________________________________
 BY1999* NAD 83(1986)-  31 05 20.     (N)    095 36 00.     (W)     SCALED    
 BY1999* NAVD 88     -        67.42   (+/-2cm)     221.2    (feet)  VERTCON   
 BY1999  ___________________________________________________________________
 BY1999  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY1999
 BY1999  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1999
 BY1999.The horizontal coordinates were scaled from a topographic map and have
 BY1999.an estimated accuracy of +/- 6 seconds.
 BY1999
 BY1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1999.The vertical order pertains to the NGVD 29 superseded value.
 BY1999
 BY1999.The geoid height was determined by GEOID03.
 BY1999
 BY1999;                    North         East    Units  Estimated Accuracy
 BY1999;SPC TX C     - 3,167,270.    1,151,450.      MT  (+/- 180 meters Scaled)
 BY1999
 BY1999                          SUPERSEDED SURVEY CONTROL
 BY1999
 BY1999  NGVD 29 (??/??/92)   67.428  (m)          221.22   (f) ADJ UNCH    2 0
 BY1999
 BY1999.Superseded values are not recommended for survey control.
 BY1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1999.See file dsdata.txt to determine how the superseded data were derived.
 BY1999
 BY1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ519423(NAD 83)
 BY1999_MARKER: DB = BENCH MARK DISK
 BY1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1999_STAMPING: E 979 1947
 BY1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1999+STABILITY: SURFACE MOTION
 BY1999
 BY1999  HISTORY     - Date     Condition        Report By
 BY1999  HISTORY     - 1947     MONUMENTED       CGS
 BY1999
 BY1999                          STATION DESCRIPTION
 BY1999
 BY1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1999'6.25 MI E FROM SAND RIDGE.
 BY1999'TO REACH FROM THE MURRAY FARMS HEADQUARTERS NO. 1 AT SAND RIDGE,
 BY1999'PROCEED 4.65 MILES EAST ALONG A DIRT ROAD TO THE JUNCTION OF AN OLD
 BY1999'ABANDONED DIRT ROAD LEADING SOUTHEAST (0.1 MILE EAST OF A WOODEN
 BY1999'BRIDGE OVER A DRY WASH), THENCE 1.6 MILE SOUTHEAST ALONG AN OLD
 BY1999'ABANDONED DIRT ROAD, BENCH MARK IS AT THE TOP OF A HILL, 0.15 MILE
 BY1999'NORTH OF KELLISON CREEK, 0.05 MILE SOUTH OF AN OLD ABANDONED HOMESTEAD
 BY1999'SITE, 63.7 FEET NORTHEAST OF AND ACROSS THE ROAD FROM A TRIANGULAR
 BY1999'BLAZE ON A 3-FOOT OAK TREE (THE LARGEST TREE IN THIS VICINITY), 21.0
 BY1999'FEET EAST OF THE CENTER OF THE ROAD, 3.7 FEET SOUTH OF A REFERENCE
 BY1999'POST, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND
 BY1999'PROJECTING 0.1 FOOT.  NOTE-- TO REACH THIS BENCH MARK FROM PEARSONS
 BY1999'CHAPEL SCHOOL AT POST OAK, PROCEED 5.2 MILES SOUTH ALONG A DIRT ROAD,
 BY1999'THENCE 3.55 MILES WEST ALONG A DIRT ROAD TO A CROSS ROAD AND AN OLD
 BY1999'ABANDONED DIRT ROAD LEADING NORTH, THENCE 1.15 MILE NORTH ALONG AN OLD
 BY1999'ABANDONED DIRT ROAD TO THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0446 ***********************************************************************
 DN0446  DESIGNATION -  E 98
 DN0446  PID         -  DN0446
 DN0446  STATE/COUNTY-  TX/GRAYSON
 DN0446  USGS QUAD   -  DENISON DAM (1973)
 DN0446
 DN0446                         *CURRENT SURVEY CONTROL
 DN0446  ___________________________________________________________________
 DN0446* NAD 83(1986)-  33 45 42.     (N)    096 31 54.     (W)     SCALED    
 DN0446* NAVD 88     -       215.224  (meters)     706.11   (feet)  ADJUSTED  
 DN0446  ___________________________________________________________________
 DN0446  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DN0446  DYNAMIC HT  -         214.993 (meters)     705.36  (feet)  COMP
 DN0446  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 DN0446
 DN0446  VERT ORDER  -  FIRST     CLASS II
 DN0446
 DN0446.The horizontal coordinates were scaled from a topographic map and have
 DN0446.an estimated accuracy of +/- 6 seconds.
 DN0446
 DN0446.The orthometric height was determined by differential leveling
 DN0446.and adjusted by the National Geodetic Survey in June 1991..
 DN0446
 DN0446.The geoid height was determined by GEOID03.
 DN0446
 DN0446.The dynamic height is computed by dividing the NAVD 88
 DN0446.geopotential number by the normal gravity value computed on the
 DN0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0446.degrees latitude (g = 980.6199 gals.).
 DN0446
 DN0446.The modeled gravity was interpolated from observed gravity values.
 DN0446
 DN0446;                    North         East    Units  Estimated Accuracy
 DN0446;SPC TXNC     - 2,234,030.      782,330.      MT  (+/- 180 meters Scaled)
 DN0446
 DN0446                          SUPERSEDED SURVEY CONTROL
 DN0446
 DN0446  NGVD 29 (??/??/92)  215.195  (m)          706.02   (f) ADJ UNCH    1 2
 DN0446
 DN0446.Superseded values are not recommended for survey control.
 DN0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0446.See file dsdata.txt to determine how the superseded data were derived.
 DN0446
 DN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC286384(NAD 83)
 DN0446_MARKER: DB = BENCH MARK DISK
 DN0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0446_STAMPING: E 98 1933
 DN0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0446+STABILITY: SURFACE MOTION
 DN0446
 DN0446  HISTORY     - Date     Condition        Report By
 DN0446  HISTORY     - 1933     MONUMENTED       CGS
 DN0446  HISTORY     - 1952     GOOD             NGS
 DN0446  HISTORY     - 1963     MARK NOT FOUND   USGS
 DN0446  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0446
 DN0446                          STATION DESCRIPTION
 DN0446
 DN0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0446'0.4 MI N FROM DENISON.
 DN0446'0.4 MILE NORTH ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 DN0446'FROM THE UNION STATION AT DENISON, 74 FEET NORTHEAST OF THE CENTER OF
 DN0446'THE EAST WALKER STREET CROSSING, 60 FEET EAST OF THE EAST RAIL OF THE
 DN0446'MAIN TRACK, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 DN0446'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- 74
 DN0446'FEET NORTHEAST OF THE CENTER OF THE EAST WALKER STREET CROSSING, AND
 DN0446'PROJECTS 0.5 FOOT ABOVE GROUND.
 DN0446
 DN0446                          STATION RECOVERY (1963)
 DN0446
 DN0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DN0446'MARK NOT FOUND.
 DN0446
 DN0446                          STATION RECOVERY (1986)
 DN0446
 DN0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1333 ***********************************************************************
 BL1333  DESIGNATION -  E 980
 BL1333  PID         -  BL1333
 BL1333  STATE/COUNTY-  TX/SAN JACINTO
 BL1333  USGS QUAD   -  BEAR CREEK (1976)
 BL1333
 BL1333                         *CURRENT SURVEY CONTROL
 BL1333  ___________________________________________________________________
 BL1333* NAD 83(1986)-  30 29 27.     (N)    095 08 18.     (W)     SCALED    
 BL1333* NAVD 88     -        84.58   (+/-2cm)     277.5    (feet)  VERTCON   
 BL1333  ___________________________________________________________________
 BL1333  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1333
 BL1333  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1333
 BL1333.The horizontal coordinates were scaled from a topographic map and have
 BL1333.an estimated accuracy of +/- 6 seconds.
 BL1333
 BL1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1333.The vertical order pertains to the NGVD 29 superseded value.
 BL1333
 BL1333.The geoid height was determined by GEOID03.
 BL1333
 BL1333;                    North         East    Units  Estimated Accuracy
 BL1333;SPC TX C     - 3,103,010.    1,198,540.      MT  (+/- 180 meters Scaled)
 BL1333
 BL1333                          SUPERSEDED SURVEY CONTROL
 BL1333
 BL1333  NGVD 29 (??/??/92)   84.585  (m)          277.51   (f) ADJ UNCH    2 0
 BL1333
 BL1333.Superseded values are not recommended for survey control.
 BL1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1333.See file dsdata.txt to determine how the superseded data were derived.
 BL1333
 BL1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP947751(NAD 83)
 BL1333_MARKER: DB = BENCH MARK DISK
 BL1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1333_STAMPING: E 980 1947
 BL1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1333+STABILITY: SURFACE MOTION
 BL1333
 BL1333  HISTORY     - Date     Condition        Report By
 BL1333  HISTORY     - 1947     MONUMENTED       CGS
 BL1333
 BL1333                          STATION DESCRIPTION
 BL1333
 BL1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1333'9.9 MI W FROM SHEPHERD.
 BL1333'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1333'SHEPHERD, THENCE 5.2 MILES SOUTHWEST ALONG SAM HOUSTON NATIONAL FOREST
 BL1333'HIGHWAY 217, AT THE INTERSECTION OF SAM HOUSTON NATIONAL FOREST
 BL1333'HIGHWAYS 216 AND 217, 68.4 FEET SOUTHWEST OF A TELEPHONE POLE, 60.0
 BL1333'FEET SOUTHEAST OF THE CENTER LINE OF SAM HOUSTON NATIONAL FOREST
 BL1333'HIGHWAY 216, 24.0 FEET SOUTHEAST OF AND LEVEL WITH THE CENTER LINE OF
 BL1333'SAM HOUSTON NATIONAL FOREST HIGHWAY 217, 2.0 FEET SOUTHWEST OF A
 BL1333'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 BL1333'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1147 ***********************************************************************
 BL1147  DESIGNATION -  E 981
 BL1147  PID         -  BL1147
 BL1147  STATE/COUNTY-  TX/SAN JACINTO
 BL1147  USGS QUAD   -  CAMILLA (1997)
 BL1147
 BL1147                         *CURRENT SURVEY CONTROL
 BL1147  ___________________________________________________________________
 BL1147* NAD 83(1986)-  30 35 47.     (N)    095 04 09.     (W)     SCALED    
 BL1147* NAVD 88     -        73.50   (+/-2cm)     241.1    (feet)  VERTCON   
 BL1147  ___________________________________________________________________
 BL1147  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL1147
 BL1147  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1147
 BL1147.The horizontal coordinates were scaled from a topographic map and have
 BL1147.an estimated accuracy of +/- 6 seconds.
 BL1147
 BL1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1147.The vertical order pertains to the NGVD 29 superseded value.
 BL1147
 BL1147.The geoid height was determined by GEOID03.
 BL1147
 BL1147;                    North         East    Units  Estimated Accuracy
 BL1147;SPC TX C     - 3,115,010.    1,204,620.      MT  (+/- 180 meters Scaled)
 BL1147
 BL1147                          SUPERSEDED SURVEY CONTROL
 BL1147
 BL1147  NGVD 29 (??/??/92)   73.507  (m)          241.16   (f) ADJ UNCH    2 0
 BL1147
 BL1147.Superseded values are not recommended for survey control.
 BL1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1147.See file dsdata.txt to determine how the superseded data were derived.
 BL1147
 BL1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP016866(NAD 83)
 BL1147_MARKER: DB = BENCH MARK DISK
 BL1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1147_STAMPING: E 981 1947
 BL1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1147+STABILITY: SURFACE MOTION
 BL1147
 BL1147  HISTORY     - Date     Condition        Report By
 BL1147  HISTORY     - 1947     MONUMENTED       CGS
 BL1147
 BL1147                          STATION DESCRIPTION
 BL1147
 BL1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1147'0.7 MI SW FROM CAMILLA.
 BL1147'0.7 MILE SOUTHWEST ALONG STATE FARM HIGHWAY 222 FROM THE POST OFFICE
 BL1147'AT CAMILLA, 90 YARDS EAST OF A FARMHOUSE, 47.6 FEET SOUTHEAST OF AND
 BL1147'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 41.5 FEET NORTHEAST OF A 36
 BL1147'INCH OAK TREE, 35.3 FEET SOUTH OF A 30 INCH PINE TREE, 4.9 FEET
 BL1147'NORTHWEST OF A FENCE, 2.0 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 BL1147'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1008 ***********************************************************************
 BL1008  DESIGNATION -  E 982
 BL1008  PID         -  BL1008
 BL1008  STATE/COUNTY-  TX/WALKER
 BL1008  USGS QUAD   -  OAKHURST (1972)
 BL1008
 BL1008                         *CURRENT SURVEY CONTROL
 BL1008  ___________________________________________________________________
 BL1008* NAD 83(1986)-  30 41 39.     (N)    095 21 28.     (W)     SCALED    
 BL1008* NAVD 88     -       104.19   (+/-2cm)     341.8    (feet)  VERTCON   
 BL1008  ___________________________________________________________________
 BL1008  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL1008
 BL1008  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1008
 BL1008.The horizontal coordinates were scaled from a topographic map and have
 BL1008.an estimated accuracy of +/- 6 seconds.
 BL1008
 BL1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1008.The vertical order pertains to the NGVD 29 superseded value.
 BL1008
 BL1008.The geoid height was determined by GEOID03.
 BL1008
 BL1008;                    North         East    Units  Estimated Accuracy
 BL1008;SPC TX C     - 3,124,560.    1,176,490.      MT  (+/- 180 meters Scaled)
 BL1008
 BL1008                          SUPERSEDED SURVEY CONTROL
 BL1008
 BL1008  NGVD 29 (??/??/92)  104.201  (m)          341.87   (f) ADJ UNCH    2 0
 BL1008
 BL1008.Superseded values are not recommended for survey control.
 BL1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1008.See file dsdata.txt to determine how the superseded data were derived.
 BL1008
 BL1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP741980(NAD 83)
 BL1008_MARKER: DB = BENCH MARK DISK
 BL1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1008_STAMPING: E 982 1947
 BL1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1008+STABILITY: SURFACE MOTION
 BL1008
 BL1008  HISTORY     - Date     Condition        Report By
 BL1008  HISTORY     - 1947     MONUMENTED       CGS
 BL1008
 BL1008                          STATION DESCRIPTION
 BL1008
 BL1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1008'5.3 MI E FROM PHELPS.
 BL1008'1.6 MILES EAST ALONG A GRADED DIRT ROAD FROM THE INTERNATIONAL AND
 BL1008'GREAT NORTHERN RAILROAD STATION AT PHELPS TO A ROAD FORKS, THENCE 3.7
 BL1008'MILES EAST ALONG THE RIGHT FORK OF THE GRADED DIRT ROAD TO A JUNCTION
 BL1008'WITH SAM HOUSTON NATIONAL FOREST ROAD 202, 74.4 FEET SOUTH OF A FENCE
 BL1008'CORNER, 52.5 FEET SOUTHEAST OF THE EAST END OF A CONCRETE TILE
 BL1008'CULVERT, 40.0 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF A NORTH
 BL1008'AND SOUTH ROAD, 37.0 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 BL1008'ROAD, 15.0 FEET NORTH OF A 14 INCH PINE TREE, 2.0 FEET WEST OF A
 BL1008'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 BL1008'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1718 ***********************************************************************
 BL1718  DESIGNATION -  E 983 RESET 1961
 BL1718  PID         -  BL1718
 BL1718  STATE/COUNTY-  TX/MADISON
 BL1718  USGS QUAD   -  CONNOR (1962)
 BL1718
 BL1718                         *CURRENT SURVEY CONTROL
 BL1718  ___________________________________________________________________
 BL1718* NAD 83(1986)-  30 56 48.     (N)    095 45 42.     (W)     SCALED    
 BL1718* NAVD 88     -        75.25   (+/-2cm)     246.9    (feet)  VERTCON   
 BL1718  ___________________________________________________________________
 BL1718  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BL1718
 BL1718  VERT ORDER  -  THIRD (See Below)
 BL1718
 BL1718.The horizontal coordinates were scaled from a topographic map and have
 BL1718.an estimated accuracy of +/- 6 seconds.
 BL1718
 BL1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1718.The vertical order pertains to the NGVD 29 superseded value.
 BL1718
 BL1718.The geoid height was determined by GEOID03.
 BL1718
 BL1718;                    North         East    Units  Estimated Accuracy
 BL1718;SPC TX C     - 3,150,870.    1,136,680.      MT  (+/- 180 meters Scaled)
 BL1718
 BL1718                          SUPERSEDED SURVEY CONTROL
 BL1718
 BL1718  NGVD 29 (01/29/03)   75.25   (m)          246.9    (f) RESET       3  
 BL1718
 BL1718.Superseded values are not recommended for survey control.
 BL1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1718.See file dsdata.txt to determine how the superseded data were derived.
 BL1718
 BL1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ361269(NAD 83)
 BL1718_MARKER: DB = BENCH MARK DISK
 BL1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1718_STAMPING: E 983 RESET 1961
 BL1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1718+STABILITY: SURFACE MOTION
 BL1718
 BL1718  HISTORY     - Date     Condition        Report By
 BL1718  HISTORY     - 1961     MONUMENTED       CGS
 BL1718
 BL1718                          STATION DESCRIPTION
 BL1718
 BL1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BL1718'4 MI SW FROM MIDWAY.
 BL1718'FROM THE JUNCTION OF U.S. HIGHWAY 75 AND TEXAS HIGHWAYS 21 AND 190 IN
 BL1718'MADISONVILLE, GO EAST ON TEXAS 21 FOR 4.7 MILES TO FARM ROAD 1428.
 BL1718'TURN RIGHT, SOUTHEAST, GO 3.4 MILES TO FARM ROAD 2158.  KEEP STRAIGHT
 BL1718'AHEAD ON FARM ROAD 1428 FOR 2.0 MILES TO BENCH MARK ON THE LEFT. 95
 BL1718'FEET EAST OF A POWER LINE POLE, 50 FEET NORTH OF THE CENTER OF FARM
 BL1718'ROAD 1428, 2 FEET SOUTHEAST OF A T-FENCE CORNER, AND 1 FOOT SOUTH OF
 BL1718'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED E 983 RESET 1961 IN A
 BL1718'12 X 12 IN. CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1078 ***********************************************************************
 BL1078  DESIGNATION -  E 985
 BL1078  PID         -  BL1078
 BL1078  STATE/COUNTY-  TX/SAN JACINTO
 BL1078  USGS QUAD   -  MAYNARD (1997)
 BL1078
 BL1078                         *CURRENT SURVEY CONTROL
 BL1078  ___________________________________________________________________
 BL1078* NAD 83(1986)-  30 34 40.     (N)    095 18 07.     (W)     SCALED    
 BL1078* NAVD 88     -        90.71   (+/-2cm)     297.6    (feet)  VERTCON   
 BL1078  ___________________________________________________________________
 BL1078  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL1078
 BL1078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1078
 BL1078.The horizontal coordinates were scaled from a topographic map and have
 BL1078.an estimated accuracy of +/- 6 seconds.
 BL1078
 BL1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1078.The vertical order pertains to the NGVD 29 superseded value.
 BL1078
 BL1078.The geoid height was determined by GEOID03.
 BL1078
 BL1078;                    North         East    Units  Estimated Accuracy
 BL1078;SPC TX C     - 3,111,910.    1,182,420.      MT  (+/- 180 meters Scaled)
 BL1078
 BL1078                          SUPERSEDED SURVEY CONTROL
 BL1078
 BL1078  NGVD 29 (??/??/92)   90.717  (m)          297.63   (f) ADJ UNCH    2 0
 BL1078
 BL1078.Superseded values are not recommended for survey control.
 BL1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1078.See file dsdata.txt to determine how the superseded data were derived.
 BL1078
 BL1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP792850(NAD 83)
 BL1078_MARKER: DB = BENCH MARK DISK
 BL1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1078_STAMPING: E 985 1947
 BL1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1078+STABILITY: SURFACE MOTION
 BL1078
 BL1078  HISTORY     - Date     Condition        Report By
 BL1078  HISTORY     - 1947     MONUMENTED       CGS
 BL1078
 BL1078                          STATION DESCRIPTION
 BL1078
 BL1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1078'5.2 MI W FROM EVERGREEN.
 BL1078'2.8 MILES WEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1078'EVERGREEN, THENCE 2.4 MILES NORTHWEST ALONG SAM HOUSTON NATIONAL
 BL1078'FOREST ROAD 202, 0.5 MILE SOUTHEAST OF A HIGHWAY BRIDGE OVER CANEY
 BL1078'CREEK, 207.0 FEET SOUTHEAST OF A FENCE CORNER, 32.0 FEET SOUTHWEST OF
 BL1078'AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 29.0 FEET
 BL1078'NORTHWEST OF A 24 INCH OAK TREE, 22.0 FEET SOUTHEAST OF A 14 INCH OAK
 BL1078'TREE, 2.0 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL1078'POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1063 ***********************************************************************
 BL1063  DESIGNATION -  E 986
 BL1063  PID         -  BL1063
 BL1063  STATE/COUNTY-  TX/SAN JACINTO
 BL1063  USGS QUAD   -  BLANCHARD (1972)
 BL1063
 BL1063                         *CURRENT SURVEY CONTROL
 BL1063  ___________________________________________________________________
 BL1063* NAD 83(1986)-  30 38 22.     (N)    095 06 11.     (W)     SCALED    
 BL1063* NAVD 88     -        31.82   (+/-2cm)     104.4    (feet)  VERTCON   
 BL1063  ___________________________________________________________________
 BL1063  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1063
 BL1063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1063
 BL1063.The horizontal coordinates were scaled from a topographic map and have
 BL1063.an estimated accuracy of +/- 6 seconds.
 BL1063
 BL1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1063.The vertical order pertains to the NGVD 29 superseded value.
 BL1063
 BL1063.The geoid height was determined by GEOID03.
 BL1063
 BL1063;                    North         East    Units  Estimated Accuracy
 BL1063;SPC TX C     - 3,119,620.    1,201,150.      MT  (+/- 180 meters Scaled)
 BL1063
 BL1063                          SUPERSEDED SURVEY CONTROL
 BL1063
 BL1063  NGVD 29 (??/??/92)   31.838  (m)          104.46   (f) ADJ UNCH    2 0
 BL1063
 BL1063.Superseded values are not recommended for survey control.
 BL1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1063.See file dsdata.txt to determine how the superseded data were derived.
 BL1063
 BL1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP984915(NAD 83)
 BL1063_MARKER: DB = BENCH MARK DISK
 BL1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1063_STAMPING: E 986 1947
 BL1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1063+STABILITY: SURFACE MOTION
 BL1063
 BL1063  HISTORY     - Date     Condition        Report By
 BL1063  HISTORY     - 1947     MONUMENTED       CGS
 BL1063
 BL1063                          STATION DESCRIPTION
 BL1063
 BL1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1063'4.4 MI N FROM COLDSPRING.
 BL1063'0.2 MILE EAST ALONG A GRADED DIRT ROAD FROM THE COURTHOUSE AT
 BL1063'COLDSPRING, THENCE 4.2 MILES NORTH ALONG A GRADED DIRT ROAD, 96.2 FEET
 BL1063'SOUTHWEST OF THE WEST CORNER OF A FARMHOUSE, 41.0 FEET EAST OF AND
 BL1063'LEVEL WITH THE CENTER LINE OF THE ROAD, 2.5 FEET NORTHWEST OF A FENCE,
 BL1063'1.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL1063'POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0993 ***********************************************************************
 BL0993  DESIGNATION -  E 987
 BL0993  PID         -  BL0993
 BL0993  STATE/COUNTY-  TX/SAN JACINTO
 BL0993  USGS QUAD   -  OAKHURST (1972)
 BL0993
 BL0993                         *CURRENT SURVEY CONTROL
 BL0993  ___________________________________________________________________
 BL0993* NAD 83(1986)-  30 44 34.     (N)    095 16 13.     (W)     SCALED    
 BL0993* NAVD 88     -        79.65   (+/-2cm)     261.3    (feet)  VERTCON   
 BL0993  ___________________________________________________________________
 BL0993  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BL0993
 BL0993  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0993
 BL0993.The horizontal coordinates were scaled from a topographic map and have
 BL0993.an estimated accuracy of +/- 6 seconds.
 BL0993
 BL0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0993.The vertical order pertains to the NGVD 29 superseded value.
 BL0993
 BL0993.The geoid height was determined by GEOID03.
 BL0993
 BL0993;                    North         East    Units  Estimated Accuracy
 BL0993;SPC TX C     - 3,130,320.    1,184,620.      MT  (+/- 180 meters Scaled)
 BL0993
 BL0993                          SUPERSEDED SURVEY CONTROL
 BL0993
 BL0993  NGVD 29 (??/??/92)   79.663  (m)          261.36   (f) ADJ UNCH    2 0
 BL0993
 BL0993.Superseded values are not recommended for survey control.
 BL0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0993.See file dsdata.txt to determine how the superseded data were derived.
 BL0993
 BL0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ826032(NAD 83)
 BL0993_MARKER: DB = BENCH MARK DISK
 BL0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0993_SP_SET: CULVERT
 BL0993_STAMPING: E 987 1947
 BL0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0993
 BL0993  HISTORY     - Date     Condition        Report By
 BL0993  HISTORY     - 1947     MONUMENTED       CGS
 BL0993
 BL0993                          STATION DESCRIPTION
 BL0993
 BL0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0993'3.2 MI E FROM OAKHURST.
 BL0993'0.2 MILE NORTHWEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0993'OAKHURST, THENCE 0.2 MILE NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL0993'2.8 MILES EAST ALONG U.S. HIGHWAY 0.2, 3.7 MILES WEST OF POINT BLANK,
 BL0993'24.0 FEET NORTH OF AND 8.0 FEET LOWER THAN THE CENTER LINE OF THE
 BL0993'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 6 X
 BL0993'8 FOOT CONCRETE CULVERT, 1.0 FOOT EAST OF THE WEST END OF THE
 BL0993'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1772 ***********************************************************************
 BL1772  DESIGNATION -  E 988
 BL1772  PID         -  BL1772
 BL1772  STATE/COUNTY-  TX/WALKER
 BL1772  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1772
 BL1772                         *CURRENT SURVEY CONTROL
 BL1772  ___________________________________________________________________
 BL1772* NAD 83(1986)-  30 48 25.     (N)    095 34 21.     (W)     SCALED    
 BL1772* NAVD 88     -        83.36   (+/-2cm)     273.5    (feet)  VERTCON   
 BL1772  ___________________________________________________________________
 BL1772  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BL1772
 BL1772  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1772
 BL1772.The horizontal coordinates were scaled from a topographic map and have
 BL1772.an estimated accuracy of +/- 6 seconds.
 BL1772
 BL1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1772.The vertical order pertains to the NGVD 29 superseded value.
 BL1772
 BL1772.The geoid height was determined by GEOID03.
 BL1772
 BL1772;                    North         East    Units  Estimated Accuracy
 BL1772;SPC TX C     - 3,136,150.    1,155,400.      MT  (+/- 180 meters Scaled)
 BL1772
 BL1772                          SUPERSEDED SURVEY CONTROL
 BL1772
 BL1772  NGVD 29 (??/??/92)   83.365  (m)          273.51   (f) ADJ UNCH    2 0
 BL1772
 BL1772.Superseded values are not recommended for survey control.
 BL1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1772.See file dsdata.txt to determine how the superseded data were derived.
 BL1772
 BL1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ538110(NAD 83)
 BL1772_MARKER: DB = BENCH MARK DISK
 BL1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1772_STAMPING: E 988 1947
 BL1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1772+STABILITY: SURFACE MOTION
 BL1772
 BL1772  HISTORY     - Date     Condition        Report By
 BL1772  HISTORY     - 1947     MONUMENTED       CGS
 BL1772  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1772
 BL1772                          STATION DESCRIPTION
 BL1772
 BL1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1772'5.9 MI NW FROM HUNTSVILLE.
 BL1772'5.9 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1772'AT HUNTSVILLE, 0.6 MILE NORTHWEST OF PINE PRAIRIE RURAL SCHOOL, AT THE
 BL1772'JUNCTION WITH A PRIVATE ROAD LEADING NORTH TO A FARM HOUSE, 48 FEET
 BL1772'SOUTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 43 FEET NORTHEAST OF
 BL1772'THE CENTER LINE OF THE MAIN ROAD.  3 FEET SOUTHEAST OF A 4X4 MARKER
 BL1772'POST, 1 FOOT SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE, SET IN THE
 BL1772'TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 BL1772
 BL1772                          STATION RECOVERY (1996)
 BL1772
 BL1772'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1091 ***********************************************************************
 BL1091  DESIGNATION -  E 989
 BL1091  PID         -  BL1091
 BL1091  STATE/COUNTY-  TX/WALKER
 BL1091  USGS QUAD   -  NEW WAVERLY (1976)
 BL1091
 BL1091                         *CURRENT SURVEY CONTROL
 BL1091  ___________________________________________________________________
 BL1091* NAD 83(1986)-  30 35 05.     (N)    095 25 10.     (W)     SCALED    
 BL1091* NAVD 88     -        99.50   (+/-2cm)     326.4    (feet)  VERTCON   
 BL1091  ___________________________________________________________________
 BL1091  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL1091
 BL1091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1091
 BL1091.The horizontal coordinates were scaled from a topographic map and have
 BL1091.an estimated accuracy of +/- 6 seconds.
 BL1091
 BL1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1091.The vertical order pertains to the NGVD 29 superseded value.
 BL1091
 BL1091.The geoid height was determined by GEOID03.
 BL1091
 BL1091;                    North         East    Units  Estimated Accuracy
 BL1091;SPC TX C     - 3,112,180.    1,171,120.      MT  (+/- 180 meters Scaled)
 BL1091
 BL1091                          SUPERSEDED SURVEY CONTROL
 BL1091
 BL1091  NGVD 29 (??/??/92)   99.513  (m)          326.49   (f) ADJ UNCH    2 0
 BL1091
 BL1091.Superseded values are not recommended for survey control.
 BL1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1091.See file dsdata.txt to determine how the superseded data were derived.
 BL1091
 BL1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP679860(NAD 83)
 BL1091_MARKER: DB = BENCH MARK DISK
 BL1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1091_STAMPING: E 989 1947
 BL1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1091+STABILITY: SURFACE MOTION
 BL1091
 BL1091  HISTORY     - Date     Condition        Report By
 BL1091  HISTORY     - 1947     MONUMENTED       CGS
 BL1091
 BL1091                          STATION DESCRIPTION
 BL1091
 BL1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1091'6.1 MI NE FROM NEW WAVERLY.
 BL1091'0.1 MILE WEST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT NEW
 BL1091'WAVERLY, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 75, THENCE 0.6 MILE
 BL1091'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A
 BL1091'GRADED DIRT ROAD TO A ROAD JUNCTION, THENCE 2.0 MILES NORTHEAST ALONG
 BL1091'A GRADED DIRT ROAD TO A CROSS ROADS, THENCE 0.9 MILE NORTHEAST ALONG A
 BL1091'GRADED DIRT ROAD, 75.0 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING
 BL1091'EAST, 40.0 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 BL1091'37.0 FEET WEST OF A 24 INCH LEANING OAK TREE, 15.0 FEET NORTH OF AN 18
 BL1091'INCH GUM TREE, 3.0 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BL1091'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0109 ***********************************************************************
 BY0109  DESIGNATION -  E 99
 BY0109  PID         -  BY0109
 BY0109  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0109  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0109
 BY0109                         *CURRENT SURVEY CONTROL
 BY0109  ___________________________________________________________________
 BY0109* NAD 83(1986)-  31 30 20.     (N)    094 16 25.     (W)     SCALED    
 BY0109* NAVD 88     -       103.51   (+/-2cm)     339.6    (feet)  VERTCON   
 BY0109  ___________________________________________________________________
 BY0109  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BY0109
 BY0109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0109
 BY0109.The horizontal coordinates were scaled from a topographic map and have
 BY0109.an estimated accuracy of +/- 6 seconds.
 BY0109
 BY0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0109.The vertical order pertains to the NGVD 29 superseded value.
 BY0109
 BY0109.The geoid height was determined by GEOID03.
 BY0109
 BY0109;                    North         East    Units  Estimated Accuracy
 BY0109;SPC TX C     - 3,219,530.    1,275,320.      MT  (+/- 180 meters Scaled)
 BY0109
 BY0109                          SUPERSEDED SURVEY CONTROL
 BY0109
 BY0109  NGVD 29 (??/??/92)  103.543  (m)          339.71   (f) ADJ UNCH    2 0
 BY0109
 BY0109.Superseded values are not recommended for survey control.
 BY0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0109.See file dsdata.txt to determine how the superseded data were derived.
 BY0109
 BY0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ790863(NAD 83)
 BY0109_MARKER: DB = BENCH MARK DISK
 BY0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0109_SP_SET: CULVERT
 BY0109_STAMPING: E 99 1952
 BY0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0109
 BY0109  HISTORY     - Date     Condition        Report By
 BY0109  HISTORY     - 1952     MONUMENTED       CGS
 BY0109  HISTORY     - 19980919 GOOD             USPSQD
 BY0109
 BY0109                          STATION DESCRIPTION
 BY0109
 BY0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0109'1.8 MI W FROM DENNING.
 BY0109'1.8 MILES WEST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH FARM ROAD
 BY0109'354 AT DENNING, 0.25 MILE EAST OF A CHURCH, 234 FEET NORTHWEST OF THE
 BY0109'NORTHWEST CORNER OF A FARMHOUSE, 36 FEET NORTH OF A FENCE, 35 FEET
 BY0109'SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER
 BY0109'OF THE SOUTH HEADWALL OF A 24 INCH CONCRETE PIPE CULVERT.
 BY0109
 BY0109                          STATION RECOVERY (1998)
 BY0109
 BY0109'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0938 ***********************************************************************
 CR0938  DESIGNATION -  E 990
 CR0938  PID         -  CR0938
 CR0938  STATE/COUNTY-  TX/VAN ZANDT
 CR0938  USGS QUAD   -  VAN (1981)
 CR0938
 CR0938                         *CURRENT SURVEY CONTROL
 CR0938  ___________________________________________________________________
 CR0938* NAD 83(1986)-  32 33 48.     (N)    095 41 33.     (W)     SCALED    
 CR0938* NAVD 88     -       153.562  (meters)     503.81   (feet)  ADJUSTED  
 CR0938  ___________________________________________________________________
 CR0938  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CR0938  DYNAMIC HT  -         153.386 (meters)     503.23  (feet)  COMP
 CR0938  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CR0938
 CR0938  VERT ORDER  -  SECOND    CLASS 0
 CR0938
 CR0938.The horizontal coordinates were scaled from a topographic map and have
 CR0938.an estimated accuracy of +/- 6 seconds.
 CR0938
 CR0938.The orthometric height was determined by differential leveling
 CR0938.and adjusted by the National Geodetic Survey in June 1991..
 CR0938
 CR0938.The geoid height was determined by GEOID03.
 CR0938
 CR0938.The dynamic height is computed by dividing the NAVD 88
 CR0938.geopotential number by the normal gravity value computed on the
 CR0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0938.degrees latitude (g = 980.6199 gals.).
 CR0938
 CR0938.The modeled gravity was interpolated from observed gravity values.
 CR0938
 CR0938;                    North         East    Units  Estimated Accuracy
 CR0938;SPC TXNC     - 2,102,950.      863,600.      MT  (+/- 180 meters Scaled)
 CR0938
 CR0938                          SUPERSEDED SURVEY CONTROL
 CR0938
 CR0938  NGVD 29 (??/??/92)  153.578  (m)          503.86   (f) ADJ UNCH    2 0
 CR0938
 CR0938.Superseded values are not recommended for survey control.
 CR0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0938.See file dsdata.txt to determine how the superseded data were derived.
 CR0938
 CR0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS472060(NAD 83)
 CR0938_MARKER: DB = BENCH MARK DISK
 CR0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0938_STAMPING: E 990 1948
 CR0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0938+STABILITY: SURFACE MOTION
 CR0938
 CR0938  HISTORY     - Date     Condition        Report By
 CR0938  HISTORY     - 1948     MONUMENTED       CGS
 CR0938  HISTORY     - 19950904 GOOD             USPSQD
 CR0938  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0938  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 CR0938
 CR0938                          STATION DESCRIPTION
 CR0938
 CR0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0938'4.9 MI NE FROM COLFAX.
 CR0938'0.1 MILE EAST ALONG A DIRT STREET FROM THE METHODIST CHURCH AT COLFAX,
 CR0938'THENCE 3.4 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.4 MILES
 CR0938'NORTH ALONG A GRAVELED ROAD, AT AN ABANDONED FARMYARD, 259.4 FEET WEST
 CR0938'OF AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A FARMHOUSE, 110.0
 CR0938'FEET WEST OF THE CENTER LINE OF THE ROAD, 40.8 FEET SOUTHEAST OF THE
 CR0938'CENTER OF A DRILLED WELL, 50.0 FEET NORTH OF A FENCE, 7.3 FEET EAST OF
 CR0938'A 24-INCH OAK TREE, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP
 CR0938'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0938
 CR0938                          STATION RECOVERY (1995)
 CR0938
 CR0938'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0938'RECOVERED IN GOOD CONDITION.
 CR0938
 CR0938                          STATION RECOVERY (2004)
 CR0938
 CR0938'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0938'MARK NOT FOUND.
 CR0938
 CR0938                          STATION RECOVERY (2005)
 CR0938
 CR0938'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0759 ***********************************************************************
 CR0759  DESIGNATION -  E 991
 CR0759  PID         -  CR0759
 CR0759  STATE/COUNTY-  TX/VAN ZANDT
 CR0759  USGS QUAD   -  CARROLL (1984)
 CR0759
 CR0759                         *CURRENT SURVEY CONTROL
 CR0759  ___________________________________________________________________
 CR0759* NAD 83(1986)-  32 23 36.     (N)    095 31 44.     (W)     SCALED    
 CR0759* NAVD 88     -       156.945  (meters)     514.91   (feet)  ADJUSTED  
 CR0759  ___________________________________________________________________
 CR0759  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0759  DYNAMIC HT  -         156.762 (meters)     514.31  (feet)  COMP
 CR0759  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 CR0759
 CR0759  VERT ORDER  -  SECOND    CLASS 0
 CR0759
 CR0759.The horizontal coordinates were scaled from a topographic map and have
 CR0759.an estimated accuracy of +/- 6 seconds.
 CR0759
 CR0759.The orthometric height was determined by differential leveling
 CR0759.and adjusted by the National Geodetic Survey in June 1991..
 CR0759
 CR0759.The geoid height was determined by GEOID03.
 CR0759
 CR0759.The dynamic height is computed by dividing the NAVD 88
 CR0759.geopotential number by the normal gravity value computed on the
 CR0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0759.degrees latitude (g = 980.6199 gals.).
 CR0759
 CR0759.The modeled gravity was interpolated from observed gravity values.
 CR0759
 CR0759;                    North         East    Units  Estimated Accuracy
 CR0759;SPC TXNC     - 2,084,530.      879,490.      MT  (+/- 180 meters Scaled)
 CR0759
 CR0759                          SUPERSEDED SURVEY CONTROL
 CR0759
 CR0759  NGVD 29 (??/??/92)  156.969  (m)          514.99   (f) ADJ UNCH    2 0
 CR0759
 CR0759.Superseded values are not recommended for survey control.
 CR0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0759.See file dsdata.txt to determine how the superseded data were derived.
 CR0759
 CR0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR621868(NAD 83)
 CR0759_MARKER: DB = BENCH MARK DISK
 CR0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0759_STAMPING: E 991 1948
 CR0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0759+STABILITY: SURFACE MOTION
 CR0759
 CR0759  HISTORY     - Date     Condition        Report By
 CR0759  HISTORY     - 1948     MONUMENTED       CGS
 CR0759  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0759
 CR0759                          STATION DESCRIPTION
 CR0759
 CR0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0759'1.9 MI NW FROM RED LAND.
 CR0759'1.9 MILES NORTHWEST ALONG THE LEFT FORK OF A GRADED DIRT ROAD FROM THE
 CR0759'HIGH SCHOOL AT RED LAND, 0.65 MILE SOUTHEAST OF A T ROAD JUNCTION,
 CR0759'145.5 FEET WEST OF THE WEST CORNER OF A FARMHOUSE, 41.8 FEET NORTHWEST
 CR0759'OF A 12-INCH PINE TREE, 28.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 CR0759'ROAD, 3.0 FEET SOUTHWEST OF A 20-INCH PINE TREE, 2.6 FEET NORTHWEST OF
 CR0759'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CR0759'FOOT ABOVE THE GROUND.
 CR0759
 CR0759                          STATION RECOVERY (1995)
 CR0759
 CR0759'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0760 ***********************************************************************
 CR0760  DESIGNATION -  E 992
 CR0760  PID         -  CR0760
 CR0760  STATE/COUNTY-  TX/VAN ZANDT
 CR0760  USGS QUAD   -  CARROLL (1984)
 CR0760
 CR0760                         *CURRENT SURVEY CONTROL
 CR0760  ___________________________________________________________________
 CR0760* NAD 83(1986)-  32 24 18.     (N)    095 31 40.     (W)     SCALED    
 CR0760* NAVD 88     -       151.243  (meters)     496.20   (feet)  ADJUSTED  
 CR0760  ___________________________________________________________________
 CR0760  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0760  DYNAMIC HT  -         151.067 (meters)     495.63  (feet)  COMP
 CR0760  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 CR0760
 CR0760  VERT ORDER  -  SECOND    CLASS 0
 CR0760
 CR0760.The horizontal coordinates were scaled from a topographic map and have
 CR0760.an estimated accuracy of +/- 6 seconds.
 CR0760
 CR0760.The orthometric height was determined by differential leveling
 CR0760.and adjusted by the National Geodetic Survey in June 1991..
 CR0760
 CR0760.The geoid height was determined by GEOID03.
 CR0760
 CR0760.The dynamic height is computed by dividing the NAVD 88
 CR0760.geopotential number by the normal gravity value computed on the
 CR0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0760.degrees latitude (g = 980.6199 gals.).
 CR0760
 CR0760.The modeled gravity was interpolated from observed gravity values.
 CR0760
 CR0760;                    North         East    Units  Estimated Accuracy
 CR0760;SPC TXNC     - 2,085,830.      879,560.      MT  (+/- 180 meters Scaled)
 CR0760
 CR0760                          SUPERSEDED SURVEY CONTROL
 CR0760
 CR0760  NGVD 29 (??/??/92)  151.267  (m)          496.28   (f) ADJ UNCH    2 0
 CR0760
 CR0760.Superseded values are not recommended for survey control.
 CR0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0760.See file dsdata.txt to determine how the superseded data were derived.
 CR0760
 CR0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR622881(NAD 83)
 CR0760_MARKER: DB = BENCH MARK DISK
 CR0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0760_STAMPING: E 992 1948
 CR0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0760+STABILITY: SURFACE MOTION
 CR0760
 CR0760  HISTORY     - Date     Condition        Report By
 CR0760  HISTORY     - 1948     MONUMENTED       CGS
 CR0760  HISTORY     - 19950905 GOOD             USPSQD
 CR0760
 CR0760                          STATION DESCRIPTION
 CR0760
 CR0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0760'5.25 MI S FROM CARROLL.
 CR0760'5.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE DOVER BAPTIST
 CR0760'CHURCH AT CARROLL, 0.95 MILE NORTH OF BENCH MARK E 991, 0.3 MILE
 CR0760'NORTHEAST OF A ROAD JUNCTION, 37.0 FEET SOUTHEAST OF THE CENTER LINE
 CR0760'OF THE ROAD, 31.1 FEET NORTHWEST OF A 12-INCH PERSIMMON TREE, 14.7
 CR0760'FEET SOUTH OF A 10-INCH OAK TREE, 1.7 FEET NORTHEAST OF A REFERENCE
 CR0760'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CR0760'GROUND.
 CR0760
 CR0760                          STATION RECOVERY (1995)
 CR0760
 CR0760'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0659 ***********************************************************************
 CR0659  DESIGNATION -  E 993
 CR0659  PID         -  CR0659
 CR0659  STATE/COUNTY-  TX/VAN ZANDT
 CR0659  USGS QUAD   -  MARTINS MILL (1984)
 CR0659
 CR0659                         *CURRENT SURVEY CONTROL
 CR0659  ___________________________________________________________________
 CR0659* NAD 83(1986)-  32 28 17.     (N)    095 51 24.     (W)     SCALED    
 CR0659* NAVD 88     -       167.560  (meters)     549.74   (feet)  ADJUSTED  
 CR0659  ___________________________________________________________________
 CR0659  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0659  DYNAMIC HT  -         167.368 (meters)     549.11  (feet)  COMP
 CR0659  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CR0659
 CR0659  VERT ORDER  -  SECOND    CLASS 0
 CR0659
 CR0659.The horizontal coordinates were scaled from a topographic map and have
 CR0659.an estimated accuracy of +/- 6 seconds.
 CR0659
 CR0659.The orthometric height was determined by differential leveling
 CR0659.and adjusted by the National Geodetic Survey in June 1991..
 CR0659
 CR0659.The geoid height was determined by GEOID03.
 CR0659
 CR0659.The dynamic height is computed by dividing the NAVD 88
 CR0659.geopotential number by the normal gravity value computed on the
 CR0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0659.degrees latitude (g = 980.6199 gals.).
 CR0659
 CR0659.The modeled gravity was interpolated from observed gravity values.
 CR0659
 CR0659;                    North         East    Units  Estimated Accuracy
 CR0659;SPC TXNC     - 2,092,360.      848,450.      MT  (+/- 180 meters Scaled)
 CR0659
 CR0659                          SUPERSEDED SURVEY CONTROL
 CR0659
 CR0659  NGVD 29 (??/??/92)  167.571  (m)          549.77   (f) ADJ UNCH    2 0
 CR0659
 CR0659.Superseded values are not recommended for survey control.
 CR0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0659.See file dsdata.txt to determine how the superseded data were derived.
 CR0659
 CR0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR315962(NAD 83)
 CR0659_MARKER: DB = BENCH MARK DISK
 CR0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0659_STAMPING: E 993 1948
 CR0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0659+STABILITY: SURFACE MOTION
 CR0659
 CR0659  HISTORY     - Date     Condition        Report By
 CR0659  HISTORY     - 1948     MONUMENTED       CGS
 CR0659  HISTORY     - 19950915 POOR             USPSQD
 CR0659
 CR0659                          STATION DESCRIPTION
 CR0659
 CR0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0659'5.8 MI S FROM CANTON.
 CR0659'5.8 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR0659'HIGHWAY 64 AT CANTON, 0.2 MILE NORTH OF AN INTERSECTION WITH A DIRT
 CR0659'ROAD, 85.5 FEET SOUTHEAST OF THE SOUTH END OF THE EAST HEADWALL OF A
 CR0659'CONCRETE CULVERT, 77.0 FEET NORTHWEST OF A LONE 24-INCH PINE TREE,
 CR0659'73.1 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET NORTH OF A
 CR0659'REFERENCE POST, 1.4 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 CR0659'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CR0659
 CR0659                          STATION RECOVERY (1995)
 CR0659
 CR0659'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0659'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0695 ***********************************************************************
 CR0695  DESIGNATION -  E 994
 CR0695  PID         -  CR0695
 CR0695  STATE/COUNTY-  TX/VAN ZANDT
 CR0695  USGS QUAD   -  MARTINS MILL (1984)
 CR0695
 CR0695                         *CURRENT SURVEY CONTROL
 CR0695  ___________________________________________________________________
 CR0695* NAD 83(1986)-  32 23 08.     (N)    095 49 19.     (W)     SCALED    
 CR0695* NAVD 88     -       134.223  (meters)     440.36   (feet)  ADJUSTED  
 CR0695  ___________________________________________________________________
 CR0695  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CR0695  DYNAMIC HT  -         134.068 (meters)     439.85  (feet)  COMP
 CR0695  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 CR0695
 CR0695  VERT ORDER  -  SECOND    CLASS 0
 CR0695
 CR0695.The horizontal coordinates were scaled from a topographic map and have
 CR0695.an estimated accuracy of +/- 6 seconds.
 CR0695
 CR0695.The orthometric height was determined by differential leveling
 CR0695.and adjusted by the National Geodetic Survey in June 1991..
 CR0695
 CR0695.The geoid height was determined by GEOID03.
 CR0695
 CR0695.The dynamic height is computed by dividing the NAVD 88
 CR0695.geopotential number by the normal gravity value computed on the
 CR0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0695.degrees latitude (g = 980.6199 gals.).
 CR0695
 CR0695.The modeled gravity was interpolated from observed gravity values.
 CR0695
 CR0695;                    North         East    Units  Estimated Accuracy
 CR0695;SPC TXNC     - 2,082,930.      851,950.      MT  (+/- 180 meters Scaled)
 CR0695
 CR0695                          SUPERSEDED SURVEY CONTROL
 CR0695
 CR0695  NGVD 29 (??/??/92)  134.235  (m)          440.40   (f) ADJ UNCH    2 0
 CR0695
 CR0695.Superseded values are not recommended for survey control.
 CR0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0695.See file dsdata.txt to determine how the superseded data were derived.
 CR0695
 CR0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR345866(NAD 83)
 CR0695_MARKER: DB = BENCH MARK DISK
 CR0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0695_STAMPING: E 994 1948
 CR0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0695+STABILITY: SURFACE MOTION
 CR0695
 CR0695  HISTORY     - Date     Condition        Report By
 CR0695  HISTORY     - 1948     MONUMENTED       CGS
 CR0695  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0695
 CR0695                          STATION DESCRIPTION
 CR0695
 CR0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0695'5.6 MI SW FROM MARTIN MILLS.
 CR0695'3.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE HIGH SCHOOL AT MARTIN
 CR0695'MILLS, THENCE 1.6 MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.8
 CR0695'MILE WEST ALONG A GRADED DIRT ROAD, 0.15 MILE EAST OF THE MAIN CHANNEL
 CR0695'OF KICKAPOO CREEK, 98.0 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM THE
 CR0695'CENTER OF AN OPEN TOP WELL (THE CONCRETE TILE WALL OF THE WELL EXTENDS
 CR0695'3.0 FEET ABOVE THE GROUND), 22.0 FEET SOUTH OF THE CENTER LINE OF THE
 CR0695'ROAD, 20.2 FEET WEST OF A 20-INCH SWEETGUM TREE AT THE EAST END OF A
 CR0695'WIRE GATE, 1.7 FEET SOUTH OF A REFERENCE POST, 0.6 FOOT NORTH OF A
 CR0695'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 CR0695'GROUND.
 CR0695
 CR0695                          STATION RECOVERY (1995)
 CR0695
 CR0695'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0035 ***********************************************************************
 BY0035  DESIGNATION -  E 995
 BY0035  PID         -  BY0035
 BY0035  STATE/COUNTY-  TX/NACOGDOCHES
 BY0035  USGS QUAD   -  GARRISON EAST (1984)
 BY0035
 BY0035                         *CURRENT SURVEY CONTROL
 BY0035  ___________________________________________________________________
 BY0035* NAD 83(1986)-  31 48 53.     (N)    094 29 55.     (W)     SCALED    
 BY0035* NAVD 88     -       118.967  (meters)     390.31   (feet)  ADJUSTED  
 BY0035  ___________________________________________________________________
 BY0035  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY0035  DYNAMIC HT  -         118.822 (meters)     389.84  (feet)  COMP
 BY0035  MODELED GRAV-     979,423.8   (mgal)                       NAVD 88
 BY0035
 BY0035  VERT ORDER  -  FIRST     CLASS II
 BY0035
 BY0035.The horizontal coordinates were scaled from a topographic map and have
 BY0035.an estimated accuracy of +/- 6 seconds.
 BY0035
 BY0035.The orthometric height was determined by differential leveling
 BY0035.and adjusted by the National Geodetic Survey in June 1991..
 BY0035.WARNING-Repeat measurements at this control monument indicate possible
 BY0035.vertical movement.
 BY0035
 BY0035.The geoid height was determined by GEOID03.
 BY0035
 BY0035.The dynamic height is computed by dividing the NAVD 88
 BY0035.geopotential number by the normal gravity value computed on the
 BY0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0035.degrees latitude (g = 980.6199 gals.).
 BY0035
 BY0035.The modeled gravity was interpolated from observed gravity values.
 BY0035
 BY0035;                    North         East    Units  Estimated Accuracy
 BY0035;SPC TX C     - 3,252,620.    1,252,180.      MT  (+/- 180 meters Scaled)
 BY0035
 BY0035                          SUPERSEDED SURVEY CONTROL
 BY0035
 BY0035  NGVD 29 (??/??/92)  118.986  (m)          390.37   (f) ADJ UNCH    1 2
 BY0035
 BY0035.Superseded values are not recommended for survey control.
 BY0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0035.See file dsdata.txt to determine how the superseded data were derived.
 BY0035
 BY0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR581208(NAD 83)
 BY0035_MARKER: DB = BENCH MARK DISK
 BY0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0035_STAMPING: E 995 1949
 BY0035_PROJECTION: FLUSH
 BY0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0035+STABILITY: SURFACE MOTION
 BY0035
 BY0035  HISTORY     - Date     Condition        Report By
 BY0035  HISTORY     - 1949     MONUMENTED       CGS
 BY0035  HISTORY     - 1956     GOOD             USGS
 BY0035  HISTORY     - 1979     GOOD             NGS
 BY0035  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0035
 BY0035                          STATION DESCRIPTION
 BY0035
 BY0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0035'0.8 MI SW FROM GARRISON.
 BY0035'0.8 MILE SOUTHWEST ALONG U. S. HIGHWAY 59 FROM THE TEXAS AND NEW
 BY0035'ORLEANS RAILROAD STATION AT GARRISON, 0.2 MILE SOUTHWEST OF JUNCTION
 BY0035'OF U. S. HIGHWAY 59 AND THE OLD HIGHWAY WHICH PARALLES RAILROAD AND
 BY0035'POINT WHERE U. S. HIGHWAY 59 MAKES TURN AWAY FROM RAILROAD, 326.0 FEET
 BY0035'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, ABOUT 100.0 FEET EAST OF
 BY0035'NORTHEAST END OF SLIGHT TURN IN HIGHWAY AND TOP OF STEEP GRADE, 121.8
 BY0035'FEET SOUTHEAST OF AND ACROSS ROAD FROM HOME OF LEROY GUNTER, 43.8 FEET
 BY0035'SOUTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 59, 2.4 FEET SOUTHWEST
 BY0035'OF A REFERENCE POST, 1.0 FOOT NORTHWEST OF A FENCE, AND SET IN THE TOP
 BY0035'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND. NOTE-- MARK
 BY0035'IS LOCATED 0.3 MILE NORTHEAST ALONG RAILROAD AND 0.2 MILE SOUTHWEST
 BY0035'ALONG U. S. HIGHWAY 59 FROM BENCH MARK P 68. MARK IS 0.8 MILE SW ALONG
 BY0035'U.S. HIGHWAY 96 FROM THE TEXAS AND NEW ORLEANS RR AT GARRISON AND 168
 BY0035'FEET SW OF FARM ROAD NO. 1274.
 BY0035
 BY0035                          STATION RECOVERY (1956)
 BY0035
 BY0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BY0035'RECOVERED IN GOOD CONDITION.
 BY0035
 BY0035                          STATION RECOVERY (1979)
 BY0035
 BY0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0035'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY0035'ROAD 95 NORTH IN GARRISON, AT THE JUNCTION OF FARM ROAD 95 SOUTH,
 BY0035'326 FT. NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC
 BY0035'RAILROAD, 170 FT. SOUTHWEST OF THE CENTER OF THE FARM ROAD, 35.0 FT.
 BY0035'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 59 NORTHBOUND, 135 FT.
 BY0035'SOUTHEAST AND ACROSS THE HIGHWAY FROM A FIRE HYDRANT, 1.0 FT.
 BY0035'NORTHWEST OF A FENCE.
 BY0035'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BY0035'THE MARK IS 3 FT BELOW THE HIGHWAY.
 BY0035
 BY0035                          STATION RECOVERY (1998)
 BY0035
 BY0035'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1002 ***********************************************************************
 CR1002  DESIGNATION -  E 996
 CR1002  PID         -  CR1002
 CR1002  STATE/COUNTY-  TX/VAN ZANDT
 CR1002  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR1002
 CR1002                         *CURRENT SURVEY CONTROL
 CR1002  ___________________________________________________________________
 CR1002* NAD 83(1986)-  32 34 26.     (N)    095 53 13.     (W)     SCALED    
 CR1002* NAVD 88     -       159.928  (meters)     524.70   (feet)  ADJUSTED  
 CR1002  ___________________________________________________________________
 CR1002  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CR1002  DYNAMIC HT  -         159.746 (meters)     524.10  (feet)  COMP
 CR1002  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 CR1002
 CR1002  VERT ORDER  -  SECOND    CLASS 0
 CR1002
 CR1002.The horizontal coordinates were scaled from a topographic map and have
 CR1002.an estimated accuracy of +/- 6 seconds.
 CR1002
 CR1002.The orthometric height was determined by differential leveling
 CR1002.and adjusted by the National Geodetic Survey in June 1991..
 CR1002
 CR1002.The geoid height was determined by GEOID03.
 CR1002
 CR1002.The dynamic height is computed by dividing the NAVD 88
 CR1002.geopotential number by the normal gravity value computed on the
 CR1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1002.degrees latitude (g = 980.6199 gals.).
 CR1002
 CR1002.The modeled gravity was interpolated from observed gravity values.
 CR1002
 CR1002;                    North         East    Units  Estimated Accuracy
 CR1002;SPC TXNC     - 2,103,650.      845,320.      MT  (+/- 180 meters Scaled)
 CR1002
 CR1002                          SUPERSEDED SURVEY CONTROL
 CR1002
 CR1002  NGVD 29 (??/??/92)  159.940  (m)          524.74   (f) ADJ UNCH    2 0
 CR1002
 CR1002.Superseded values are not recommended for survey control.
 CR1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1002.See file dsdata.txt to determine how the superseded data were derived.
 CR1002
 CR1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS289077(NAD 83)
 CR1002_MARKER: DB = BENCH MARK DISK
 CR1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1002_STAMPING: E 996 1948
 CR1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1002+STABILITY: SURFACE MOTION
 CR1002
 CR1002  HISTORY     - Date     Condition        Report By
 CR1002  HISTORY     - 1948     MONUMENTED       CGS
 CR1002  HISTORY     - 1955     GOOD             NGS
 CR1002  HISTORY     - 19930615 GOOD             USPSQD
 CR1002  HISTORY     - 19950914 GOOD             USPSQD
 CR1002
 CR1002                          STATION DESCRIPTION
 CR1002
 CR1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1002'1.9 MI NW FROM CANTON.
 CR1002'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE COURTHOUSE AT
 CR1002'CANTON, 1.1 MILES SOUTHEAST OF BENCH MARK D 996, 93.8 FEET NORTH OF
 CR1002'THE NORTH CORNER OF THE MRS. J. L. FIZER RESIDENCE, 59.3 FEET
 CR1002'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 46.6 FEET SOUTH OF THE
 CR1002'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A SMALL CONCRETE CULVERT,
 CR1002'13.8 FEET NORTHWEST OF A 20-INCH OAK TREE, 1.9 FEET SOUTHEAST OF A
 CR1002'REFERENCE POST, 1.8 FEET NORTHEAST OF A FENCE, AND SET IN THE TOP OF A
 CR1002'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 CR1002
 CR1002                          STATION RECOVERY (1955)
 CR1002
 CR1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CR1002'RECOVERED IN GOOD CONDITION.
 CR1002
 CR1002                          STATION RECOVERY (1993)
 CR1002
 CR1002'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR1002'RECOVERED IN GOOD CONDITION.
 CR1002
 CR1002                          STATION RECOVERY (1995)
 CR1002
 CR1002'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0971 ***********************************************************************
 CR0971  DESIGNATION -  E 997
 CR0971  PID         -  CR0971
 CR0971  STATE/COUNTY-  TX/VAN ZANDT
 CR0971  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR0971
 CR0971                         *CURRENT SURVEY CONTROL
 CR0971  ___________________________________________________________________
 CR0971* NAD 83(1986)-  32 33 02.     (N)    095 59 38.     (W)     SCALED    
 CR0971* NAVD 88     -       150.491  (meters)     493.74   (feet)  ADJUSTED  
 CR0971  ___________________________________________________________________
 CR0971  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CR0971  DYNAMIC HT  -         150.320 (meters)     493.17  (feet)  COMP
 CR0971  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 CR0971
 CR0971  VERT ORDER  -  SECOND    CLASS 0
 CR0971
 CR0971.The horizontal coordinates were scaled from a topographic map and have
 CR0971.an estimated accuracy of +/- 6 seconds.
 CR0971
 CR0971.The orthometric height was determined by differential leveling
 CR0971.and adjusted by the National Geodetic Survey in June 1991..
 CR0971
 CR0971.The geoid height was determined by GEOID03.
 CR0971
 CR0971.The dynamic height is computed by dividing the NAVD 88
 CR0971.geopotential number by the normal gravity value computed on the
 CR0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0971.degrees latitude (g = 980.6199 gals.).
 CR0971
 CR0971.The modeled gravity was interpolated from observed gravity values.
 CR0971
 CR0971;                    North         East    Units  Estimated Accuracy
 CR0971;SPC TXNC     - 2,100,820.      835,340.      MT  (+/- 180 meters Scaled)
 CR0971
 CR0971                          SUPERSEDED SURVEY CONTROL
 CR0971
 CR0971  NGVD 29 (??/??/92)  150.503  (m)          493.78   (f) ADJ UNCH    2 0
 CR0971
 CR0971.Superseded values are not recommended for survey control.
 CR0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0971.See file dsdata.txt to determine how the superseded data were derived.
 CR0971
 CR0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS188054(NAD 83)
 CR0971_MARKER: DB = BENCH MARK DISK
 CR0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0971_STAMPING: E 997 1948
 CR0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0971+STABILITY: SURFACE MOTION
 CR0971
 CR0971  HISTORY     - Date     Condition        Report By
 CR0971  HISTORY     - 1948     MONUMENTED       CGS
 CR0971  HISTORY     - 19950914 GOOD             USPSQD
 CR0971
 CR0971                          STATION DESCRIPTION
 CR0971
 CR0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0971'7.1 MI W FROM CANTON.
 CR0971'7.1 MILES WEST ALONG STATE HIGHWAY 243 FROM THE JUNCTION OF STATE
 CR0971'HIGHWAYS 198 AND 243 AT THE SOUTH EDGE OF CANTON, ON TOP OF A RISE,
 CR0971'140 YARDS (PACED) EAST OF A CONCRETE TILE CULVERT, 62.0 FEET NORTH OF
 CR0971'AND 3.0 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 60.0 FEET
 CR0971'EAST OF THE EAST END OF A GATE ACROSS A TRAIL LEADING NORTH, 1.5 FEET
 CR0971'WEST OF CONCRETE RIGHT-OF-WAY STATION MARKER 269, 1.5 FEET SOUTH OF A
 CR0971'FENCE, 1.9 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 CR0971'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0971
 CR0971                          STATION RECOVERY (1995)
 CR0971
 CR0971'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0656 ***********************************************************************
 CR0656  DESIGNATION -  E 998
 CR0656  PID         -  CR0656
 CR0656  STATE/COUNTY-  TX/VAN ZANDT
 CR0656  USGS QUAD   -  PHALBA (1984)
 CR0656
 CR0656                         *CURRENT SURVEY CONTROL
 CR0656  ___________________________________________________________________
 CR0656* NAD 83(1986)-  32 24 26.     (N)    095 57 46.     (W)     SCALED    
 CR0656* NAVD 88     -       142.487  (meters)     467.48   (feet)  ADJUSTED  
 CR0656  ___________________________________________________________________
 CR0656  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CR0656  DYNAMIC HT  -         142.323 (meters)     466.94  (feet)  COMP
 CR0656  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 CR0656
 CR0656  VERT ORDER  -  SECOND    CLASS 0
 CR0656
 CR0656.The horizontal coordinates were scaled from a topographic map and have
 CR0656.an estimated accuracy of +/- 6 seconds.
 CR0656
 CR0656.The orthometric height was determined by differential leveling
 CR0656.and adjusted by the National Geodetic Survey in June 1991..
 CR0656
 CR0656.The geoid height was determined by GEOID03.
 CR0656
 CR0656.The dynamic height is computed by dividing the NAVD 88
 CR0656.geopotential number by the normal gravity value computed on the
 CR0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0656.degrees latitude (g = 980.6199 gals.).
 CR0656
 CR0656.The modeled gravity was interpolated from observed gravity values.
 CR0656
 CR0656;                    North         East    Units  Estimated Accuracy
 CR0656;SPC TXNC     - 2,085,000.      838,650.      MT  (+/- 180 meters Scaled)
 CR0656
 CR0656                          SUPERSEDED SURVEY CONTROL
 CR0656
 CR0656  NGVD 29 (??/??/92)  142.495  (m)          467.50   (f) ADJ UNCH    2 0
 CR0656
 CR0656.Superseded values are not recommended for survey control.
 CR0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0656.See file dsdata.txt to determine how the superseded data were derived.
 CR0656
 CR0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR213894(NAD 83)
 CR0656_MARKER: DB = BENCH MARK DISK
 CR0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0656_STAMPING: E 998 1948
 CR0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0656+STABILITY: SURFACE MOTION
 CR0656
 CR0656  HISTORY     - Date     Condition        Report By
 CR0656  HISTORY     - 1948     MONUMENTED       CGS
 CR0656  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0656
 CR0656                          STATION DESCRIPTION
 CR0656
 CR0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0656'17.5 MI SW FROM CANTON.
 CR0656'10.85 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF
 CR0656'STATE HIGHWAY 64 AT CANTON, THENCE 5.95 MILES WEST ALONG A GRAVELED
 CR0656'ROAD, THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD, AT A ROAD
 CR0656'JUNCTION, 207.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 CR0656'69.0 FEET WEST OF THE CENTER LINE OF A ROAD LEADING NORTH, 68.4 FEET
 CR0656'NORTHEAST OF THE NORTHEAST CORNER OF A CHURCH, 18.7 FEET WEST OF A
 CR0656'POWER POLE, 1.2 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A REFERENCE
 CR0656'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CR0656'THE GROUND.
 CR0656
 CR0656                          STATION RECOVERY (1995)
 CR0656
 CR0656'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0430 ***********************************************************************
 AM0430  DESIGNATION -  E FREEPORT STAFFORD CHEM CO TK
 AM0430  PID         -  AM0430
 AM0430  STATE/COUNTY-  TX/BRAZORIA
 AM0430  USGS QUAD   -  FREEPORT (1974)
 AM0430
 AM0430                         *CURRENT SURVEY CONTROL
 AM0430  ___________________________________________________________________
 AM0430* NAD 83(1993)-  28 56 56.25611(N)    095 20 12.56546(W)     ADJUSTED  
 AM0430* NAVD 88     -                                                        
 AM0430  ___________________________________________________________________
 AM0430  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AM0430  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0430
 AM0430  HORZ ORDER  -  THIRD
 AM0430
 AM0430.The horizontal coordinates were established by classical geodetic methods
 AM0430.and adjusted by the National Geodetic Survey in February 1996..
 AM0430
 AM0430
 AM0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0430
 AM0430.The geoid height was determined by GEOID03.
 AM0430
 AM0430;                    North         East     Units Scale Factor Converg.
 AM0430;SPC TXSC     - 4,129,233.555   957,011.926   MT  0.99988578   +1 47 40.7
 AM0430;SPC TXSC     -13,547,327.09  3,139,796.63   sFT  0.99988578   +1 47 40.7
 AM0430;UTM  15      - 3,204,579.705   272,248.004   MT  1.00024015   -1 07 53.7
 AM0430
 AM0430                          SUPERSEDED SURVEY CONTROL
 AM0430
 AM0430  NAD 83(1986)-  28 56 56.26539(N)    095 20 12.54501(W) AD(       ) 4
 AM0430  NAD 27      -  28 56 55.37600(N)    095 20 11.75500(W) AD(       ) 3
 AM0430
 AM0430.Superseded values are not recommended for survey control.
 AM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0430.See file dsdata.txt to determine how the superseded data were derived.
 AM0430
 AM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7224804580(NAD 83)
 AM0430_MARKER: 53 = ELEVATED TANK
 AM0430
 AM0430  HISTORY     - Date     Condition        Report By
 AM0430  HISTORY     - 1931     FIRST OBSERVED   CGS
 AM0430  HISTORY     - 1947     GOOD             CGS
 AM0430  HISTORY     - 1954     GOOD             WESGEO
 AM0430  HISTORY     - 1960     GOOD             CGS
 AM0430
 AM0430                          STATION DESCRIPTION
 AM0430
 AM0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0430'STATION WAS RECOVERED.  THERE IS NO PREVIOUS DESCRIPTION
 AM0430'OF THIS STATION, BUT A TANK AT THE STAUFFER CHEMICAL COMPANY WAS
 AM0430'VERIFIED TO BE IN THE SAME POSITION AS IN 1931, AND AS THIS
 AM0430'IS THE ONLY TANK WHICH HAS BEEN IN THE VICINITY, IT IS BELIEVED
 AM0430'TO BE THE STATION.  THERE IS NO STAFFORD CHEMICAL COMPANY
 AM0430'UNDER WHICH THE STATION IS LISTED.
 AM0430'
 AM0430'THE STATION IS AT THE STAUFFER CHEMICAL COMPANY IN THE SE
 AM0430'PART OF FREEPORT.  IT IS AN ELEVATED, STEEL, ALUMINUM-COLORED
 AM0430'WATER TANK, WITH A CONICAL TOP 95 FEET HIGH.
 AM0430
 AM0430                          STATION RECOVERY (1954)
 AM0430
 AM0430'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 AM0430'STATION WAS RECOVERED IN GOOD CONDITION.
 AM0430
 AM0430                          STATION RECOVERY (1960)
 AM0430
 AM0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0430'STATION RECOVERED IN GOOD CONDITION.  THE 1947 RECOVERY NOTE
 AM0430'BY R.A.G. IS COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0631 ***********************************************************************
 DP0631  DESIGNATION -  E S E LUBBOCK 1932
 DP0631  PID         -  DP0631
 DP0631  STATE/COUNTY-  TX/LUBBOCK
 DP0631  USGS QUAD   -  SLATON NE (1979)
 DP0631
 DP0631                         *CURRENT SURVEY CONTROL
 DP0631  ___________________________________________________________________
 DP0631* NAD 83(1993)-  33 23 42.35471(N)    101 33 24.45232(W)     ADJUSTED  
 DP0631* NAVD 88     -       923.     (meters)    3028.     (feet)  SCALED    
 DP0631  ___________________________________________________________________
 DP0631  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DP0631  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 DP0631
 DP0631  HORZ ORDER  -  SECOND
 DP0631
 DP0631.The horizontal coordinates were established by classical geodetic methods
 DP0631.and adjusted by the National Geodetic Survey in February 1996..
 DP0631
 DP0631.The orthometric height was scaled from a topographic map.
 DP0631
 DP0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0631
 DP0631.The geoid height was determined by GEOID03.
 DP0631
 DP0631;                    North         East     Units Scale Factor Converg.
 DP0631;SPC TXNC     - 2,195,803.841   315,684.207   MT  0.99989053   -1 40 01.8
 DP0631;SPC TXNC     - 7,204,066.44  1,035,707.27   sFT  0.99989053   -1 40 01.8
 DP0631;UTM  14      - 3,698,010.629   262,193.985   MT  1.00029728   -1 24 28.6
 DP0631
 DP0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0631!SPC TXNC     -   0.99985900  x   0.99989053  =   0.99974955
 DP0631!UTM  14      -   0.99985900  x   1.00029728  =   1.00015624
 DP0631
 DP0631                          SUPERSEDED SURVEY CONTROL
 DP0631
 DP0631  NAD 83(1986)-  33 23 42.36307(N)    101 33 24.44385(W) AD(       ) 2
 DP0631  NAD 27      -  33 23 42.03100(N)    101 33 22.87100(W) AD(       ) 2
 DP0631
 DP0631.Superseded values are not recommended for survey control.
 DP0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0631.See file dsdata.txt to determine how the superseded data were derived.
 DP0631
 DP0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB6219498011(NAD 83)
 DP0631_MARKER: Z = SEE DESCRIPTION
 DP0631_SETTING: 0 = UNSPECIFIED SETTING
 DP0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0631
 DP0631  HISTORY     - Date     Condition        Report By
 DP0631  HISTORY     - 1932     MONUMENTED       CGS
 DP0631
 DP0631                          STATION DESCRIPTION
 DP0631
 DP0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0631'A POINT ESTABLISHED BY W.J. WILLIAMS A COURT AND STATE SURVEYOR,
 DP0631'NEAR THE SE CORNER OF LUBBOCK COUNTY.
 DP0631'
 DP0631'MARKED BY A SMALL CONCRETE PYRAMID, AND ITS POSITION DETERMINED
 DP0631'BY A TRAVERSE FROM STATION POOLE WHICH IS ABOUT 2 MILES TO THE W.
 DP0631'
 DP0631'STATION REACHED FROM SLATON BY FOLLOWING THE HIGHWAY SE FROM
 DP0631'CITY HALL 4.8 MILES TO A ROAD LEADING E ACROSS THE RAILROAD
 DP0631'TRACK, THENCE 3 MILES E ON THIS ROAD, AND S 1.2 MILES TO THE
 DP0631'STATION, WHICH IS ABOUT 200 YARDS W OF THE ROAD, AND IN GROUND
 DP0631'AT PRESENT UNCULTIVATED, BUT THE FUTURE CULTIVATION OF WHICH
 DP0631'MAY DESTROY THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2790 ***********************************************************************
 AB2790  PACS        -  This is a Primary Airport Control Station.
 AB2790  DESIGNATION -  E15 A
 AB2790  PID         -  AB2790
 AB2790  STATE/COUNTY-  TX/YOUNG
 AB2790  USGS QUAD   -  GRAHAM (1981)
 AB2790
 AB2790                         *CURRENT SURVEY CONTROL
 AB2790  ___________________________________________________________________
 AB2790* NAD 83(1993)-  33 06 53.54070(N)    098 33 19.74191(W)     ADJUSTED  
 AB2790* NAVD 88     -       337.39   (meters)    1106.9    (feet)  GPS OBS   
 AB2790  ___________________________________________________________________
 AB2790  X           -    -795,574.183 (meters)                     COMP
 AB2790  Y           -  -5,288,275.059 (meters)                     COMP
 AB2790  Z           -   3,464,804.864 (meters)                     COMP
 AB2790  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 AB2790  ELLIP HEIGHT-         308.50  (meters)          (10/24/00) GPS OBS
 AB2790  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AB2790
 AB2790  HORZ ORDER  -  B
 AB2790  ELLP ORDER  -  FOURTH    CLASS II
 AB2790
 AB2790.This mark is at Graham Muni (E15) Airport (E15)
 AB2790
 AB2790.The horizontal coordinates were established by GPS observations
 AB2790.and adjusted by the National Geodetic Survey in February 1996..
 AB2790
 AB2790.The orthometric height was determined by GPS observations and a
 AB2790.high-resolution geoid model.
 AB2790
 AB2790.GPS derived orthometric heights for airport stations designated as
 AB2790.PACS or SACS are published to 2 decimal places.  This maintains
 AB2790.centimeter relative accuracy between the PACS and SACS.  It does
 AB2790.not indicate centimeter accuracy relative to other marks which are
 AB2790.part of the NAVD 88 network.
 AB2790
 AB2790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2790
 AB2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2790
 AB2790.The ellipsoidal height was determined by GPS observations
 AB2790.and is referenced to NAD 83.
 AB2790
 AB2790.The geoid height was determined by GEOID03.
 AB2790
 AB2790;                    North         East     Units Scale Factor Converg.
 AB2790;SPC TXNC     - 2,160,592.627   594,822.241   MT  0.99987323   -0 01 48.9
 AB2790;SPC TXNC     - 7,088,544.31  1,951,512.64   sFT  0.99987323   -0 01 48.9
 AB2790;UTM  14      - 3,664,109.717   541,471.121   MT  0.99962120   +0 14 34.3
 AB2790
 AB2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2790!SPC TXNC     -   0.99995157  x   0.99987323  =   0.99982480
 AB2790!UTM  14      -   0.99995157  x   0.99962120  =   0.99957279
 AB2790
 AB2790:                Primary Azimuth Mark                     Grid Az
 AB2790:SPC TXNC     -  GRAHPORT AZ MK                           095 56 16.3
 AB2790:UTM  14      -  GRAHPORT AZ MK                           095 39 53.1
 AB2790
 AB2790|---------------------------------------------------------------------|
 AB2790| PID    Reference Object                     Distance      Geod. Az  |
 AB2790|                                                           dddmmss.s |
 AB2790| DO0950 GRAHPORT AZ MK                      402.684 METERS 0955427.4 |
 AB2790| DO0949 GRAHPORT                            479.585 METERS 1760004.9 |
 AB2790|---------------------------------------------------------------------|
 AB2790
 AB2790                          SUPERSEDED SURVEY CONTROL
 AB2790
 AB2790  ELLIP H (02/20/96)  308.54   (m)                       GP(       ) 1 1
 AB2790
 AB2790.Superseded values are not recommended for survey control.
 AB2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2790.See file dsdata.txt to determine how the superseded data were derived.
 AB2790
 AB2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB4147164110(NAD 83)
 AB2790_MARKER: I = METAL ROD
 AB2790_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2790_STAMPING: E15 A 1995
 AB2790_MARK LOGO: NGS   
 AB2790_PROJECTION: FLUSH
 AB2790_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2790+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2790_ROD/PIPE-DEPTH: 3.4  meters
 AB2790_SLEEVE-DEPTH  : 1 meters
 AB2790
 AB2790  HISTORY     - Date     Condition        Report By
 AB2790  HISTORY     - 1995     MONUMENTED       NGS
 AB2790  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 AB2790  HISTORY     - 20050416 GOOD             USPSQD
 AB2790
 AB2790                          STATION DESCRIPTION
 AB2790
 AB2790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2790'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) WEST SOUTHWEST OF
 AB2790'JACKSBORO, 12.0 MI (19.3 KM) SOUTHEAST OF NEWCASTLE, 2.0 MI (3.2 KM)
 AB2790'EAST OF GRAHAM AND AT THE GRAHAM MUNICIPAL AIRPORT AND INLINE WITH THE
 AB2790'NORTH EDGE OF THE DISPLACED THRESHOLD PAVEMENT FOR RUNWAY 17. MARK IS
 AB2790'ON R-O-W JUST OUTSIDE AIRPORT PROPERTY.  OWNERSHIP--CITY OF GRAHAM, PO
 AB2790'BOX 1449, GRAHAM, TX 76450.  AIRPORT MANAGER IS BILL ELLIOT, PHONE
 AB2790'(817) 549-6150.  TO REACH THE STATION FROM THE JUCTION OF US HIGHWAY
 AB2790'380, STATE HIGHWAYS 16, 67 AND FARM ROAD 61 AT THE AT THE NORTHWEST
 AB2790'SIDE OF GRAHAM, GO EAST ON US HIGHWAY 380 FOR 2.05 MI (3.30 KM) TO A
 AB2790'FARM ROAD 2179 ON THE RIGHT, ON OUTSIDE OF CURVE. CONTINUE AHEAD AND
 AB2790'GO EASTERLY FOR 200 FT (61.0 M) TO THE STATION ON THE RIGHT AND ABOUT
 AB2790'5.0 FT (1.5 M) BELOW THE HIGHWAY.  THE STATION IS 104.0 FT (31.7 M)
 AB2790'WEST OF THE NORTHWEST CORNER OF THE DISPLACED THRESHOLD PAVEMENT, 92.0
 AB2790'FT (28.0 M) SOUTH OF A YIELD SIGN, 84.6 FT (25.8 M) SOUTH OF THE
 AB2790'CENTERLINE OF US HIGHWAY 380 EASTBOUND, 51.5 FT (15.7 M) EAST
 AB2790'SOUTHEAST OF A HIGHWAY SIGN 380 EAST AND 27.1 FT (8.3 M) NORTH
 AB2790'NORTHWEST FROM A WITNESS POST AND FENCELINE.
 AB2790
 AB2790                          STATION RECOVERY (2001)
 AB2790
 AB2790'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 AB2790'MARK NOT FOUND.
 AB2790
 AB2790                          STATION RECOVERY (2005)
 AB2790
 AB2790'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 AB2790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8147 ***********************************************************************
 AE8147  SACS        -  This is a Secondary Airport Control Station.
 AE8147  DESIGNATION -  E19 A
 AE8147  PID         -  AE8147
 AE8147  STATE/COUNTY-  TX/HANSFORD
 AE8147  USGS QUAD   -  HANNAS DRAW EAST (1974)
 AE8147
 AE8147                         *CURRENT SURVEY CONTROL
 AE8147  ___________________________________________________________________
 AE8147* NAD 83(1993)-  36 13 41.39863(N)    101 26 08.59438(W)     ADJUSTED  
 AE8147* NAVD 88     -       976.46   (meters)    3203.6    (feet)  GPS OBS   
 AE8147  ___________________________________________________________________
 AE8147  X           -  -1,021,447.861 (meters)                     COMP
 AE8147  Y           -  -5,049,567.152 (meters)                     COMP
 AE8147  Z           -   3,749,205.599 (meters)                     COMP
 AE8147  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 AE8147  ELLIP HEIGHT-         949.66  (meters)          (08/08/01) GPS OBS
 AE8147  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AE8147
 AE8147  HORZ ORDER  -  FIRST
 AE8147  ELLP ORDER  -  FIFTH     CLASS II
 AE8147
 AE8147.This mark is at Gruver Muni (E19) Airport (E19)
 AE8147
 AE8147.The horizontal coordinates were established by GPS observations
 AE8147.and adjusted by the National Geodetic Survey in March 1998..
 AE8147
 AE8147.The orthometric height was determined by GPS observations and a
 AE8147.high-resolution geoid model.
 AE8147
 AE8147.GPS derived orthometric heights for airport stations designated as
 AE8147.PACS or SACS are published to 2 decimal places.  This maintains
 AE8147.centimeter relative accuracy between the PACS and SACS.  It does
 AE8147.not indicate centimeter accuracy relative to other marks which are
 AE8147.part of the NAVD 88 network.
 AE8147
 AE8147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8147
 AE8147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8147
 AE8147.The ellipsoidal height was determined by GPS observations
 AE8147.and is referenced to NAD 83.
 AE8147
 AE8147.The geoid height was determined by GEOID03.
 AE8147
 AE8147;                    North         East     Units Scale Factor Converg.
 AE8147;SPC TX N     - 1,247,197.565   205,778.983   MT  1.00001077   +0 02 14.1
 AE8147;SPC TX N     - 4,091,847.34    675,126.55   sFT  1.00001077   +0 02 14.1
 AE8147;UTM  14      - 4,012,006.875   281,088.340   MT  1.00019050   -1 26 24.3
 AE8147
 AE8147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8147!SPC TX N     -   0.99985098  x   1.00001077  =   0.99986175
 AE8147!UTM  14      -   0.99985098  x   1.00019050  =   1.00004145
 AE8147
 AE8147                          SUPERSEDED SURVEY CONTROL
 AE8147
 AE8147  ELLIP H (03/06/98)  949.68   (m)                       GP(       ) 5 2
 AE8147
 AE8147.Superseded values are not recommended for survey control.
 AE8147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8147.See file dsdata.txt to determine how the superseded data were derived.
 AE8147
 AE8147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8108812007(NAD 83)
 AE8147_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8147_STAMPING: E19 A 1995
 AE8147_MARK LOGO: NGS   
 AE8147_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8147+STABILITY: SURFACE MOTION
 AE8147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8147+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE8147
 AE8147  HISTORY     - Date     Condition        Report By
 AE8147  HISTORY     - 1995     MONUMENTED       NGS
 AE8147
 AE8147                          STATION DESCRIPTION
 AE8147
 AE8147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE8147'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHWEST OF GRUVER, 0.2
 AE8147'KM (0.10 MI) NORTHWEST OF STATE HIGHWAY 136, AT THE GRUVER MUNICIPAL
 AE8147'AIRPORT.  NEAR RUNWAY END 2, IN THE GRASS IN LINE WITH THE NORTHEAST
 AE8147'EDGE OF THE TURN AROUND.  OWNERSHIP--CITY OF GRUVER, P.O.  BOX 947,
 AE8147'GRUVER, TX.  79040.  AIRPORT MANAGER A.J.  RATLIFF, PHONE
 AE8147'806-733-2424.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AE8147'HIGHWAYS 15 AND 136 SOUTH AT THE NORTH EDGE OF GRUVER, GO SOUTH,
 AE8147'THROUGH TOWN, 4.5 KM (2.80 MI) ON HIGHWAY 136 TO A PAVED ROAD RIGHT.
 AE8147'TURN RIGHT, NORTHWEST, 0.21 KM (0.15 MI) ON THE AIRPORT ROAD, ACROSS
 AE8147'APRON AND ALONG THE CONNECTOR TO THE RUNWAY.  TURN LEFT, SOUTHWEST,
 AE8147'0.91 KM (0.55 MI) ALONG RUNWAY TO THE STATION ON THE LEFT.  STATION IS
 AE8147'38.3 M (125.7 FT) SOUTHEAST OF THE RUNWAY CENTERLINE, 4.8 M (15.7 FT)
 AE8147'SOUTHEAST OF AND ON LINE WITH THE NORTHEAST EDGE OF THE SOUTHWEST TURN
 AE8147'AROUND, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 AE8147'IS 0.2 M (0.7 FT) BELOW THE LEVEL OF THE TURN AROUND, AND FLUSH WITH
 AE8147'THE GROUND SURFACE.  NOTE--THIS STATION SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2834 ***********************************************************************
 AB2834  PACS        -  This is a Primary Airport Control Station.
 AB2834  DESIGNATION -  E30 A
 AB2834  PID         -  AB2834
 AB2834  STATE/COUNTY-  TX/RUNNELS
 AB2834  USGS QUAD   -  BALLINGER (1967)
 AB2834
 AB2834                         *CURRENT SURVEY CONTROL
 AB2834  ___________________________________________________________________
 AB2834* NAD 83(1993)-  31 40 49.75385(N)    099 58 32.51669(W)     ADJUSTED  
 AB2834* NAVD 88     -       528.66   (meters)    1734.4    (feet)  GPS OBS   
 AB2834  ___________________________________________________________________
 AB2834  X           -    -941,191.865 (meters)                     COMP
 AB2834  Y           -  -5,351,034.701 (meters)                     COMP
 AB2834  Z           -   3,330,598.252 (meters)                     COMP
 AB2834  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AB2834  ELLIP HEIGHT-         503.43  (meters)          (10/24/00) GPS OBS
 AB2834  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AB2834
 AB2834  HORZ ORDER  -  B
 AB2834  ELLP ORDER  -  FOURTH    CLASS II
 AB2834
 AB2834.This mark is at Bruce Fld (E30) Airport (E30)
 AB2834
 AB2834.The horizontal coordinates were established by GPS observations
 AB2834.and adjusted by the National Geodetic Survey in February 1996..
 AB2834
 AB2834.The orthometric height was determined by GPS observations and a
 AB2834.high-resolution geoid model.
 AB2834
 AB2834.GPS derived orthometric heights for airport stations designated as
 AB2834.PACS or SACS are published to 2 decimal places.  This maintains
 AB2834.centimeter relative accuracy between the PACS and SACS.  It does
 AB2834.not indicate centimeter accuracy relative to other marks which are
 AB2834.part of the NAVD 88 network.
 AB2834
 AB2834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2834
 AB2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2834
 AB2834.The ellipsoidal height was determined by GPS observations
 AB2834.and is referenced to NAD 83.
 AB2834
 AB2834.The geoid height was determined by GEOID03.
 AB2834
 AB2834;                    North         East     Units Scale Factor Converg.
 AB2834;SPC TX C     - 3,223,303.183   733,908.956   MT  0.99995180   +0 11 03.1
 AB2834;SPC TX C     -10,575,120.53  2,407,832.97   sFT  0.99995180   +0 11 03.1
 AB2834;UTM  14      - 3,505,434.568   407,519.830   MT  0.99970548   -0 30 44.8
 AB2834
 AB2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2834!SPC TX C     -   0.99992096  x   0.99995180  =   0.99987276
 AB2834!UTM  14      -   0.99992096  x   0.99970548  =   0.99962646
 AB2834
 AB2834                          SUPERSEDED SURVEY CONTROL
 AB2834
 AB2834  ELLIP H (02/20/96)  503.48   (m)                       GP(       ) 1 1
 AB2834
 AB2834.Superseded values are not recommended for survey control.
 AB2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2834.See file dsdata.txt to determine how the superseded data were derived.
 AB2834
 AB2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0752005435(NAD 83)
 AB2834_MARKER: I = METAL ROD
 AB2834_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2834_STAMPING: E30 A 1995
 AB2834_MARK LOGO: NGS   
 AB2834_PROJECTION: FLUSH
 AB2834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2834+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2834_ROD/PIPE-DEPTH: 2.74 meters
 AB2834_SLEEVE-DEPTH  : 1 meters
 AB2834
 AB2834  HISTORY     - Date     Condition        Report By
 AB2834  HISTORY     - 1995     MONUMENTED       NGS
 AB2834  HISTORY     - 19981216 GOOD             TXDOT
 AB2834  HISTORY     - 19990826 GOOD             NGS
 AB2834
 AB2834                          STATION DESCRIPTION
 AB2834
 AB2834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2834'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) NORTH OF EDEN, 6.0 MI
 AB2834'(9.7 KM) EAST NORTHEAST OF ROWENA, 4.5 MI (7.2 KM) SOUTH SOUTHEAST OF
 AB2834'BALLINGER AND AT BRUCE FIELD.  OWNERSHIP-- CITY OF BALLINGER, AIRPORT
 AB2834'MANAGER IS JOELLEN ROSSER, 1201 COUNTY ROAD 240, BALLINGER, TX 76821.
 AB2834'PHONE (915) 365-3907 OR THE CITY AT (915) 365-3511.  TO REACH THE
 AB2834'STATION FROM THE JUCTION OF U.S.  HIGHWAYS 67 AND 83 IN BALLINGER, GO
 AB2834'SOUTHWEST ON US HIGHWAY 67 FOR 2.85 MI (4.59 KM) TO A PAVED ROAD LEFT,
 AB2834'TURN LEFT AND GO SOUTH ON COUNTY ROAD 258 FOR 1.7 MI (2.7 KM) TO A
 AB2834'INTERSECTION AND THE AIRPORT ENTRANCE ROAD AHEAD, TURN RIGHT AND GO
 AB2834'WEST ON A GRAVEL ROAD (COUNTY ROAD 240) FOR 0.15 MI (0.24 KM) TO A
 AB2834'DIRT ROAD ON THE RIGHT AND THE STATION ON THE LEFT IN LINE WITH THE
 AB2834'PROLONGATION OF THE DIRT ROAD.  THE STATION IS 358.0 FT (109.1 M)
 AB2834'NORTH OF THE TAXIWAY, 287.0 FT (87.5 M) SOUTH OF THE CENTER OF COUNTY
 AB2834'ROAD 240, 239.5 FT (73.0 M) WEST FROM THE NORTHWEST CORNER POST OF A
 AB2834'FENCE AROUND A NBD ANTENNA AND 2.0 FT (0.6 M) EAST OF A WP.  DRL.
 AB2834
 AB2834                          STATION RECOVERY (1998)
 AB2834
 AB2834'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 AB2834'GOOD.
 AB2834
 AB2834                          STATION RECOVERY (1999)
 AB2834
 AB2834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 AB2834'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6638 ***********************************************************************
 AB6638  SACS        -  This is a Secondary Airport Control Station.
 AB6638  DESIGNATION -  E30 B
 AB6638  PID         -  AB6638
 AB6638  STATE/COUNTY-  TX/RUNNELS
 AB6638  USGS QUAD   -  BALLINGER (1967)
 AB6638
 AB6638                         *CURRENT SURVEY CONTROL
 AB6638  ___________________________________________________________________
 AB6638* NAD 83(1993)-  31 40 29.84453(N)    099 58 35.12904(W)     ADJUSTED  
 AB6638* NAVD 88     -       528.73   (meters)    1734.7    (feet)  GPS OBS   
 AB6638  ___________________________________________________________________
 AB6638  X           -    -941,315.440 (meters)                     COMP
 AB6638  Y           -  -5,351,340.026 (meters)                     COMP
 AB6638  Z           -   3,330,076.399 (meters)                     COMP
 AB6638  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AB6638  ELLIP HEIGHT-         503.51  (meters)          (07/09/01) GPS OBS
 AB6638  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AB6638
 AB6638  HORZ ORDER  -  FIRST
 AB6638  ELLP ORDER  -  FIFTH     CLASS I
 AB6638
 AB6638.This mark is at Bruce Fld (E30) Airport (E30)
 AB6638
 AB6638.The horizontal coordinates were established by GPS observations
 AB6638.and adjusted by the National Geodetic Survey in September 1996..
 AB6638
 AB6638.The orthometric height was determined by GPS observations and a
 AB6638.high-resolution geoid model.
 AB6638
 AB6638.GPS derived orthometric heights for airport stations designated as
 AB6638.PACS or SACS are published to 2 decimal places.  This maintains
 AB6638.centimeter relative accuracy between the PACS and SACS.  It does
 AB6638.not indicate centimeter accuracy relative to other marks which are
 AB6638.part of the NAVD 88 network.
 AB6638
 AB6638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6638
 AB6638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6638
 AB6638.The ellipsoidal height was determined by GPS observations
 AB6638.and is referenced to NAD 83.
 AB6638
 AB6638.The geoid height was determined by GEOID03.
 AB6638
 AB6638;                    North         East     Units Scale Factor Converg.
 AB6638;SPC TX C     - 3,222,689.782   733,842.121   MT  0.99995067   +0 11 01.8
 AB6638;SPC TX C     -10,573,108.06  2,407,613.69   sFT  0.99995067   +0 11 01.8
 AB6638;UTM  14      - 3,504,822.175   407,445.561   MT  0.99970565   -0 30 45.9
 AB6638
 AB6638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6638!SPC TX C     -   0.99992094  x   0.99995067  =   0.99987162
 AB6638!UTM  14      -   0.99992094  x   0.99970565  =   0.99962662
 AB6638
 AB6638                          SUPERSEDED SURVEY CONTROL
 AB6638
 AB6638  ELLIP H (09/06/96)  503.56   (m)                       GP(       ) 5 1
 AB6638
 AB6638.Superseded values are not recommended for survey control.
 AB6638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6638.See file dsdata.txt to determine how the superseded data were derived.
 AB6638
 AB6638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0744604822(NAD 83)
 AB6638_MARKER: I = METAL ROD
 AB6638_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6638_STAMPING: E30 B 1995
 AB6638_MARK LOGO: NGS   
 AB6638_PROJECTION: FLUSH
 AB6638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6638+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6638_ROD/PIPE-DEPTH: 1.9  meters
 AB6638_SLEEVE-DEPTH  : 1 meters
 AB6638
 AB6638  HISTORY     - Date     Condition        Report By
 AB6638  HISTORY     - 1995     MONUMENTED       NGS
 AB6638
 AB6638                          STATION DESCRIPTION
 AB6638
 AB6638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6638'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) NORTH OF EDEN, 6.0 MI
 AB6638'(9.7 KM) EAST NORTHEAST OF ROWENA, 4.5 MI (7.2 KM) SOUTH SOUTHEAST OF
 AB6638'BALLINGER AND ABOUT MID FIELD NEAR THE WINDSOCK AT BRUCE FIELD.
 AB6638'OWNERSHIP-- CITY OF BALLINGER, AIRPORT MANAGER IS JOELLEN ROSSER, 1201
 AB6638'COUNTY ROAD 240, BALLINGER, TX 76821.  PHONE (915) 365-3907 OR THE
 AB6638'CITY AT (915) 365-3511.  TO REACH THE STATION FROM THE JUCTION OF U.S.
 AB6638'HIGHWAYS 67 AND 83 IN BALLINGER, GO SOUTHWEST ON US HIGHWAY 67 FOR
 AB6638'2.85 MI (4.59 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO SOUTH ON
 AB6638'COUNTY ROAD 258 FOR 1.7 MI (2.7 KM) TO A INTERSECTION (COUNTY ROAD
 AB6638'240) AND THE AIRPORT ENTRANCE ROAD AHEAD, CONTINUE AHEAD AND GO SOUTH
 AB6638'ON THE AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO THE RAMP, TURN
 AB6638'RIGHT AND GO WEST ON THE RAMP AND THEN TAXIWAY FOR 0.2 MI (0.3 KM) TO
 AB6638'THE RUNWAY, TURN LEFT AND GO SOUTH ON THE RUNWAY FOR 0.3 MI (0.5 KM)
 AB6638'TO THE STATION ON THE LEFT.  THE STATION IS 174.0 FT (53.0 M) EAST OF
 AB6638'THE CENTER OF RUNWAY, 70.0 SOUTH OF A WINDSOCK AND 20.2 FT (6.2 M)
 AB6638'SOUTH OF THE SOUTH EDGE OF THE MOST SOUTHERLY SQUARE OF THE SEGMENTED
 AB6638'CIRCLE.  THIS IS AN AIRPORT SAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6639 ***********************************************************************
 AB6639  SACS        -  This is a Secondary Airport Control Station.
 AB6639  DESIGNATION -  E30 C
 AB6639  PID         -  AB6639
 AB6639  STATE/COUNTY-  TX/RUNNELS
 AB6639  USGS QUAD   -  BALLINGER (1967)
 AB6639
 AB6639                         *CURRENT SURVEY CONTROL
 AB6639  ___________________________________________________________________
 AB6639* NAD 83(1993)-  31 40 09.53531(N)    099 58 35.73977(W)     ADJUSTED  
 AB6639* NAVD 88     -       529.48   (meters)    1737.1    (feet)  GPS OBS   
 AB6639  ___________________________________________________________________
 AB6639  X           -    -941,388.302 (meters)                     COMP
 AB6639  Y           -  -5,351,661.375 (meters)                     COMP
 AB6639  Z           -   3,329,544.388 (meters)                     COMP
 AB6639  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AB6639  ELLIP HEIGHT-         504.27  (meters)          (07/09/01) GPS OBS
 AB6639  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AB6639
 AB6639  HORZ ORDER  -  FIRST
 AB6639  ELLP ORDER  -  FIFTH     CLASS I
 AB6639
 AB6639.This mark is at Bruce Fld (E30) Airport (E30)
 AB6639
 AB6639.The horizontal coordinates were established by GPS observations
 AB6639.and adjusted by the National Geodetic Survey in September 1996..
 AB6639
 AB6639.The orthometric height was determined by GPS observations and a
 AB6639.high-resolution geoid model.
 AB6639
 AB6639.GPS derived orthometric heights for airport stations designated as
 AB6639.PACS or SACS are published to 2 decimal places.  This maintains
 AB6639.centimeter relative accuracy between the PACS and SACS.  It does
 AB6639.not indicate centimeter accuracy relative to other marks which are
 AB6639.part of the NAVD 88 network.
 AB6639
 AB6639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6639
 AB6639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6639
 AB6639.The ellipsoidal height was determined by GPS observations
 AB6639.and is referenced to NAD 83.
 AB6639
 AB6639.The geoid height was determined by GEOID03.
 AB6639
 AB6639;                    North         East     Units Scale Factor Converg.
 AB6639;SPC TX C     - 3,222,064.234   733,828.041   MT  0.99994951   +0 11 01.5
 AB6639;SPC TX C     -10,571,055.74  2,407,567.50   sFT  0.99994951   +0 11 01.5
 AB6639;UTM  14      - 3,504,196.998   407,423.882   MT  0.99970570   -0 30 46.0
 AB6639
 AB6639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6639!SPC TX C     -   0.99992082  x   0.99994951  =   0.99987034
 AB6639!UTM  14      -   0.99992082  x   0.99970570  =   0.99962655
 AB6639
 AB6639                          SUPERSEDED SURVEY CONTROL
 AB6639
 AB6639  ELLIP H (09/06/96)  504.32   (m)                       GP(       ) 5 1
 AB6639
 AB6639.Superseded values are not recommended for survey control.
 AB6639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6639.See file dsdata.txt to determine how the superseded data were derived.
 AB6639
 AB6639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0742404197(NAD 83)
 AB6639_MARKER: I = METAL ROD
 AB6639_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6639_STAMPING: E30 C 1995
 AB6639_MARK LOGO: NGS   
 AB6639_PROJECTION: FLUSH
 AB6639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6639+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6639_ROD/PIPE-DEPTH: 4.05 meters
 AB6639_SLEEVE-DEPTH  : 1 meters
 AB6639
 AB6639  HISTORY     - Date     Condition        Report By
 AB6639  HISTORY     - 1995     MONUMENTED       NGS
 AB6639
 AB6639                          STATION DESCRIPTION
 AB6639
 AB6639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6639'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) NORTH OF EDEN, 6.0 MI
 AB6639'(9.7 KM) EAST NORTHEAST OF ROWENA, 4.5 MI (7.2 KM) SOUTH SOUTHEAST OF
 AB6639'BALLINGER AND AT BRUCE FIELD IN A GRASS AREA FORMED BY THE AIRCRAFT
 AB6639'TURN AROUND TAXIWAY AT THE APPROACH END OF RUNWAY 35.  OWNERSHIP--
 AB6639'CITY OF BALLINGER, AIRPORT MANAGER IS JOELLEN ROSSER, 1201 COUNTY ROAD
 AB6639'240, BALLINGER, TX 76821.  PHONE (915) 365-3907 OR THE CITY AT (915)
 AB6639'365-3511.  TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAYS 67
 AB6639'AND 83 IN BALLINGER, GO SOUTHWEST ON US HIGHWAY 67 FOR 2.85 MI (4.59
 AB6639'KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO SOUTH ON COUNTY ROAD 258
 AB6639'FOR 1.7 MI (2.7 KM) TO A INTERSECTION (COUNTY ROAD 240) AND THE
 AB6639'AIRPORT ENTRANCE ROAD AHEAD, CONTINUE AHEAD AND GO SOUTH ON THE
 AB6639'AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO THE RAMP, TURN RIGHT AND
 AB6639'GO WEST ON THE RAMP AND THEN TAXIWAY FOR 0.2 MI (0.3 KM) TO THE
 AB6639'RUNWAY, TURN LEFT AND GO SOUTH ON THE RUNWAY FOR 0.7 MI (1.1 KM) TO
 AB6639'THE STATION ON THE LEFT.  THE STATION IS 131.3 FT (40.0 M) EAST OF THE
 AB6639'CENTER OF THE RUNWAY, 61.0 FT (18.6 M) NORTH NORTHEAST OF THE CENTER
 AB6639'OF THE TAXIWAY AT THE PAINTED HOLD BAR AND 39.5 FT (12.0 M) WEST OF
 AB6639'THE CENTER OF THE TAXIWAY AT THE EAST APEX OF THE CURVE. THIS IS AN
 AB6639'AIRPORT SAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9439 ***********************************************************************
 AD9439  SACS        -  This is a Secondary Airport Control Station.
 AD9439  DESIGNATION -  E42 A
 AD9439  PID         -  AD9439
 AD9439  STATE/COUNTY-  TX/HANSFORD
 AD9439  USGS QUAD   -  SPEARMAN (1974)
 AD9439
 AD9439                         *CURRENT SURVEY CONTROL
 AD9439  ___________________________________________________________________
 AD9439* NAD 83(1993)-  36 13 39.34613(N)    101 11 28.97168(W)     ADJUSTED  
 AD9439* NAVD 88     -       941.32   (meters)    3088.3    (feet)  GPS OBS   
 AD9439  ___________________________________________________________________
 AD9439  X           -    -999,906.317 (meters)                     COMP
 AD9439  Y           -  -5,053,885.889 (meters)                     COMP
 AD9439  Z           -   3,749,133.637 (meters)                     COMP
 AD9439  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AD9439  ELLIP HEIGHT-         914.26  (meters)          (02/26/01) GPS OBS
 AD9439  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AD9439
 AD9439  HORZ ORDER  -  FIRST
 AD9439  ELLP ORDER  -  FOURTH    CLASS II
 AD9439
 AD9439.This mark is at Spearman Muni (E42) Airport (E42)
 AD9439
 AD9439.The horizontal coordinates were established by GPS observations
 AD9439.and adjusted by the National Geodetic Survey in July 1997..
 AD9439
 AD9439.The orthometric height was determined by GPS observations and a
 AD9439.high-resolution geoid model.
 AD9439
 AD9439.GPS derived orthometric heights for airport stations designated as
 AD9439.PACS or SACS are published to 2 decimal places.  This maintains
 AD9439.centimeter relative accuracy between the PACS and SACS.  It does
 AD9439.not indicate centimeter accuracy relative to other marks which are
 AD9439.part of the NAVD 88 network.
 AD9439
 AD9439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9439
 AD9439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9439
 AD9439.The ellipsoidal height was determined by GPS observations
 AD9439.and is referenced to NAD 83.
 AD9439
 AD9439.The geoid height was determined by GEOID03.
 AD9439
 AD9439;                    North         East     Units Scale Factor Converg.
 AD9439;SPC TX N     - 1,247,175.728   227,746.300   MT  1.00001063   +0 10 43.9
 AD9439;SPC TX N     - 4,091,775.70    747,197.65   sFT  1.00001063   +0 10 43.9
 AD9439;UTM  14      - 4,011,419.192   303,050.498   MT  1.00007795   -1 17 43.8
 AD9439
 AD9439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9439!SPC TX N     -   0.99985653  x   1.00001063  =   0.99986716
 AD9439!UTM  14      -   0.99985653  x   1.00007795  =   0.99993447
 AD9439
 AD9439                          SUPERSEDED SURVEY CONTROL
 AD9439
 AD9439  ELLIP H (07/25/97)  914.28   (m)                       GP(       ) 4 2
 AD9439
 AD9439.Superseded values are not recommended for survey control.
 AD9439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9439.See file dsdata.txt to determine how the superseded data were derived.
 AD9439
 AD9439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0305011419(NAD 83)
 AD9439_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9439_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD9439_SP_SET: DEEP WELL FOOTING
 AD9439_STAMPING: E42 A 1995
 AD9439_MARK LOGO: NGS   
 AD9439_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9439+STABILITY: POSITION/ELEVATION WELL
 AD9439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9439+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9439
 AD9439  HISTORY     - Date     Condition        Report By
 AD9439  HISTORY     - 1995     MONUMENTED       NGS
 AD9439
 AD9439                          STATION DESCRIPTION
 AD9439
 AD9439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AD9439'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTH OF SPEARMAN, AT
 AD9439'THE SPEARMAN MUNICIPAL AIRPORT.  IN TOP OF AN ABANDONED DEEP WELL PUMP
 AD9439'BASE, NORTH OF THE NORTWEST END OF THE TAXI, SOUTHEAST OF THE BOUNDRY
 AD9439'FENCE.  OWNERSHIP--CITY OF SPEARMAN, P.O.  BOX 37, SPEARMAN, TX.
 AD9439'79081.  AIRPORT MANAGER KELVIN KNAUF, PHONE 806-659-2524.  TO REACH
 AD9439'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 207 AND FARM
 AD9439'ROADS 759 AND 760 IN SPEARMAN, GO WEST 0.2 KM (0.10 MI) ON HIGHWAYS
 AD9439'15, 207 AND FARM ROAD 760 TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH,
 AD9439'2.4 KM (1.50 MI) ON FARM ROAD 760 TO A CROSSROAD.  TURN RIGHT,
 AD9439'EASTERLY, 0.35 KM (0.20 MI) ON THE AIRPORT ENTRANCE ROAD, ACROSS APRON
 AD9439'TO A TAXI.  TURN LEFT, NORTHEAST, 1.0 KM (0.60 MI) ALONG TAXI TO ITS
 AD9439'END AND THE STATION TO THE NORTH.  STATION IS IN TOP OF AND NEAR THE
 AD9439'NORTH EDGE OF THE PUMP BASE, 35.9 M (117.8 FT) NORTH OF THE CURVED
 AD9439'TAXI CENTERLINE, 6.8 M (22.3 FT) SOUTHEAST OF A WITNESS POST AND
 AD9439'FENCE, 0.6 M (2.0 FT) NORTH OF A DEEP WELL PUMP, AND LEVEL WITH THE
 AD9439'TAXI.  MARK IS A SECONDARY AIRPORT CONTROL STATION.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0174 ***********************************************************************
 CS0174  DESIGNATION -  EAGANS
 CS0174  PID         -  CS0174
 CS0174  STATE/COUNTY-  TX/KAUFMAN
 CS0174  USGS QUAD   -  ELMO (1981)
 CS0174
 CS0174                         *CURRENT SURVEY CONTROL
 CS0174  ___________________________________________________________________
 CS0174* NAD 83(1993)-  32 43 38.59826(N)    096 12 22.06141(W)     ADJUSTED  
 CS0174* NAVD 88     -       166.742  (meters)     547.05   (feet)  ADJUSTED  
 CS0174  ___________________________________________________________________
 CS0174  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CS0174  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0174  DYNAMIC HT  -         166.557 (meters)     546.45  (feet)  COMP
 CS0174  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 CS0174
 CS0174  HORZ ORDER  -  FIRST
 CS0174  VERT ORDER  -  SECOND    CLASS 0
 CS0174
 CS0174.The horizontal coordinates were established by classical geodetic methods
 CS0174.and adjusted by the National Geodetic Survey in February 1996..
 CS0174
 CS0174.The orthometric height was determined by differential leveling
 CS0174.and adjusted by the National Geodetic Survey in June 1991..
 CS0174
 CS0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0174
 CS0174.The geoid height was determined by GEOID03.
 CS0174
 CS0174.The dynamic height is computed by dividing the NAVD 88
 CS0174.geopotential number by the normal gravity value computed on the
 CS0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0174.degrees latitude (g = 980.6199 gals.).
 CS0174
 CS0174.The modeled gravity was interpolated from observed gravity values.
 CS0174
 CS0174;                    North         East     Units Scale Factor Converg.
 CS0174;SPC TXNC     - 2,119,970.599   814,985.461   MT  0.99988854   +1 15 03.8
 CS0174;SPC TXNC     - 6,955,270.21  2,673,831.47   sFT  0.99988854   +1 15 03.8
 CS0174;UTM  14      - 3,624,518.897   761,834.962   MT  1.00044545   +1 30 40.8
 CS0174
 CS0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0174!SPC TXNC     -   0.99997779  x   0.99988854  =   0.99986634
 CS0174!UTM  14      -   0.99997779  x   1.00044545  =   1.00042323
 CS0174
 CS0174|---------------------------------------------------------------------|
 CS0174| PID    Reference Object                     Distance      Geod. Az  |
 CS0174|                                                           dddmmss.s |
 CS0174| CS0175 EAGANS RM 1                          26.625 METERS 07939     |
 CS0174| CS0177 W 288                                              2754827.2 |
 CS0174| CS2586 TERRELL STATE HOSP STANDPIPE        APPROX. 5.6 KM 2854929.8 |
 CS0174| CY1708 EAGANS RM 3                                        29002     |
 CS0174|---------------------------------------------------------------------|
 CS0174
 CS0174                          SUPERSEDED SURVEY CONTROL
 CS0174
 CS0174  NAD 83(1986)-  32 43 38.60547(N)    096 12 22.04621(W) AD(       ) 1
 CS0174  NAD 27      -  32 43 38.13700(N)    096 12 21.12600(W) AD(       ) 1
 CS0174  NGVD 29 (??/??/92)  166.750  (m)          547.08   (f) ADJ UNCH    2 0
 CS0174
 CS0174.Superseded values are not recommended for survey control.
 CS0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0174.See file dsdata.txt to determine how the superseded data were derived.
 CS0174
 CS0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6183524519(NAD 83)
 CS0174_MARKER: DS = TRIANGULATION STATION DISK
 CS0174_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0174_STAMPING: EAGANS 1949
 CS0174_PROJECTION: FLUSH
 CS0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0174+STABILITY: SURFACE MOTION
 CS0174
 CS0174  HISTORY     - Date     Condition        Report By
 CS0174  HISTORY     - 1949     MONUMENTED       CGS
 CS0174  HISTORY     - 1952     GOOD             CGS
 CS0174  HISTORY     - 1952     GOOD             NGS
 CS0174  HISTORY     - 1955     GOOD             TXHD
 CS0174  HISTORY     - 1957     GOOD             CGS
 CS0174  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0174  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CS0174  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0174
 CS0174                          STATION DESCRIPTION
 CS0174
 CS0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS0174'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32096-1, STATION 1021.
 CS0174
 CS0174                          STATION RECOVERY (1952)
 CS0174
 CS0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CS0174'3.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CS0174'THE STATION AT TERRELL, 87 FEET NORTH OF THE CENTER LINE
 CS0174'OF U.S. HIGHWAY 80, 31 FEET SOUTH OF A FENCE, 3 FEET WEST
 CS0174'OF A WITNESS POST, THIS DISK HAS BEEN HIT WITH A GRADER
 CS0174'BLADE AND ONLY 1/2 OF THE STAMPING REMAINS ON THE DISK, A
 CS0174'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 CS0174'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED EAGANS
 CS0174'1949.
 CS0174'
 CS0174'EAGANS R.M. 1 IS 114 FEET NORTH OF THE CENTER LINE OF THE
 CS0174'HIGHWAY, 87.3 FEET NORTHEAST OF TRIANGULATION STATION EAGANS
 CS0174'1949, 2 FEET SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS
 CS0174'POST, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 CS0174'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED EAGANS
 CS0174'NO. 1 1949.
 CS0174'
 CS0174'EAGANS R.M. 2 IS 114 FEET NORTH OF THE CENTER LINE OF THE
 CS0174'HIGHWAY, 132.0 FEET NORTHWEST OF TRIANGULATION STATION EAGANS
 CS0174'1949, 2 FEET SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS
 CS0174'POST, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 CS0174'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED EAGANS
 CS0174'NO. 2 1949.
 CS0174'
 CS0174'BENCH MARK W 288 IS THE AZIMUTH MARK FOR THIS STATION.  IT
 CS0174'IS 0.55 MILE WEST OF TRIANGULATION STATION EAGANS 1949, 47
 CS0174'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 37.4 FEET NORTH
 CS0174'OF THE NORTH RAIL OF THE TEXAS AND PACIFIC RAILROAD, 3 FEET
 CS0174'EAST OF A TELEPHONE POLE, 2.5 FEET WEST OF A WITNESS POST,
 CS0174'A BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS0174'PROJECTS 1.5 FEET ABOVE THE GROUND, STAMPED W 288 1934.
 CS0174
 CS0174                          STATION RECOVERY (1952)
 CS0174
 CS0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS0174'3.8 MI E FROM TERRELL.
 CS0174'3.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0174'AT TERRELL, 87 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 31
 CS0174'FEET SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP
 CS0174'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  NOTE--
 CS0174'(BENCH MARK W 288 IS THE AZIMUTH MARK FOR THIS STATION, THIS DISK HAS
 CS0174'BEEN HIT WITH A GRADER BLADE AND ONLY 1/2 OF THE STAMPING REMAINS ON
 CS0174'THE DISK.)
 CS0174
 CS0174                          STATION RECOVERY (1955)
 CS0174
 CS0174'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 CS0174'STATION AND R.M. 1 RECOVERED.  STATION 78.8 FT NORTH OF CENTERLINE
 CS0174'OF U.S. 80.  PART OF DISK CUT OFF BY GRADER.
 CS0174
 CS0174                          STATION RECOVERY (1957)
 CS0174
 CS0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 CS0174'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS0174'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS0174'TO STATION SITE ARE CORRECT.
 CS0174
 CS0174                          STATION RECOVERY (1962)
 CS0174
 CS0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0174'MARK NOT FOUND.
 CS0174
 CS0174                          STATION RECOVERY (1988)
 CS0174
 CS0174'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CS0174'MARK NOT FOUND.
 CS0174
 CS0174                          STATION RECOVERY (1991)
 CS0174
 CS0174'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0175 ***********************************************************************
 CS0175  DESIGNATION -  EAGANS RM 1
 CS0175  PID         -  CS0175
 CS0175  STATE/COUNTY-  TX/KAUFMAN
 CS0175  USGS QUAD   -  ELMO (1981)
 CS0175
 CS0175                         *CURRENT SURVEY CONTROL
 CS0175  ___________________________________________________________________
 CS0175* NAD 83(1986)-  32 43 38.     (N)    096 12 22.     (W)     SCALED    
 CS0175* NAVD 88     -       166.699  (meters)     546.91   (feet)  ADJUSTED  
 CS0175  ___________________________________________________________________
 CS0175  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0175  DYNAMIC HT  -         166.514 (meters)     546.30  (feet)  COMP
 CS0175  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 CS0175
 CS0175  VERT ORDER  -  SECOND    CLASS 0
 CS0175
 CS0175.The horizontal coordinates were scaled from a topographic map and have
 CS0175.an estimated accuracy of +/- 6 seconds.
 CS0175
 CS0175.The orthometric height was determined by differential leveling
 CS0175.and adjusted by the National Geodetic Survey in June 1991..
 CS0175
 CS0175.The geoid height was determined by GEOID03.
 CS0175
 CS0175.The dynamic height is computed by dividing the NAVD 88
 CS0175.geopotential number by the normal gravity value computed on the
 CS0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0175.degrees latitude (g = 980.6199 gals.).
 CS0175
 CS0175.The modeled gravity was interpolated from observed gravity values.
 CS0175
 CS0175;                    North         East    Units  Estimated Accuracy
 CS0175;SPC TXNC     - 2,119,950.      814,990.      MT  (+/- 180 meters Scaled)
 CS0175
 CS0175                          SUPERSEDED SURVEY CONTROL
 CS0175
 CS0175  NGVD 29 (??/??/92)  166.707  (m)          546.94   (f) ADJ UNCH    2 0
 CS0175
 CS0175.Superseded values are not recommended for survey control.
 CS0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0175.See file dsdata.txt to determine how the superseded data were derived.
 CS0175
 CS0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB618245(NAD 83)
 CS0175_MARKER: DB = BENCH MARK DISK
 CS0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0175_STAMPING: EAGANS NO 1 1949
 CS0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0175+STABILITY: SURFACE MOTION
 CS0175
 CS0175  HISTORY     - Date     Condition        Report By
 CS0175  HISTORY     - 1949     MONUMENTED       CGS
 CS0175  HISTORY     - 1952     GOOD             NGS
 CS0175  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0175  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0175
 CS0175                          STATION DESCRIPTION
 CS0175
 CS0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0175'3.8 MI E FROM TERRELL.
 CS0175'3.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0175'AT TERRELL, 114 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 87.3
 CS0175'FEET NORTHEAST OF TRIANGULATION STATION EAGANS 1949, 2 FEET SOUTH OF A
 CS0175'FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CS0175'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CS0175
 CS0175                          STATION RECOVERY (1988)
 CS0175
 CS0175'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0175'MARK NOT FOUND.
 CS0175
 CS0175                          STATION RECOVERY (1991)
 CS0175
 CS0175'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0176 ***********************************************************************
 CS0176  DESIGNATION -  EAGANS RM 2
 CS0176  PID         -  CS0176
 CS0176  STATE/COUNTY-  TX/KAUFMAN
 CS0176  USGS QUAD   -  ELMO (1981)
 CS0176
 CS0176                         *CURRENT SURVEY CONTROL
 CS0176  ___________________________________________________________________
 CS0176* NAD 83(1986)-  32 43 38.     (N)    096 12 22.     (W)     SCALED    
 CS0176* NAVD 88     -       166.419  (meters)     545.99   (feet)  ADJUSTED  
 CS0176  ___________________________________________________________________
 CS0176  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0176  DYNAMIC HT  -         166.234 (meters)     545.39  (feet)  COMP
 CS0176  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 CS0176
 CS0176  VERT ORDER  -  SECOND    CLASS 0
 CS0176
 CS0176.The horizontal coordinates were scaled from a topographic map and have
 CS0176.an estimated accuracy of +/- 6 seconds.
 CS0176
 CS0176.The orthometric height was determined by differential leveling
 CS0176.and adjusted by the National Geodetic Survey in June 1991..
 CS0176
 CS0176.The geoid height was determined by GEOID03.
 CS0176
 CS0176.The dynamic height is computed by dividing the NAVD 88
 CS0176.geopotential number by the normal gravity value computed on the
 CS0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0176.degrees latitude (g = 980.6199 gals.).
 CS0176
 CS0176.The modeled gravity was interpolated from observed gravity values.
 CS0176
 CS0176;                    North         East    Units  Estimated Accuracy
 CS0176;SPC TXNC     - 2,119,950.      814,990.      MT  (+/- 180 meters Scaled)
 CS0176
 CS0176                          SUPERSEDED SURVEY CONTROL
 CS0176
 CS0176  NGVD 29 (??/??/92)  166.426  (m)          546.02   (f) ADJ UNCH    2 0
 CS0176
 CS0176.Superseded values are not recommended for survey control.
 CS0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0176.See file dsdata.txt to determine how the superseded data were derived.
 CS0176
 CS0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB618245(NAD 83)
 CS0176_MARKER: DR = REFERENCE MARK DISK
 CS0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0176_STAMPING: EAGANS NO 2 1949
 CS0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0176+STABILITY: SURFACE MOTION
 CS0176
 CS0176  HISTORY     - Date     Condition        Report By
 CS0176  HISTORY     - 1949     MONUMENTED       CGS
 CS0176  HISTORY     - 1952     GOOD             NGS
 CS0176  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0176  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0176
 CS0176                          STATION DESCRIPTION
 CS0176
 CS0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0176'3.8 MI E FROM TERRELL.
 CS0176'3.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0176'AT TERRELL, 114 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CS0176'132.0 FEET NORTHWEST OF TRIANGULATION STATION EAGANS 1949, 2 FEET
 CS0176'SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 CS0176'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CS0176
 CS0176                          STATION RECOVERY (1988)
 CS0176
 CS0176'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0176'MARK NOT FOUND.
 CS0176
 CS0176                          STATION RECOVERY (1991)
 CS0176
 CS0176'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0189 ***********************************************************************
 AP0189  DESIGNATION -  EAGLE
 AP0189  PID         -  AP0189
 AP0189  STATE/COUNTY-  TX/MAVERICK
 AP0189  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0189
 AP0189                         *CURRENT SURVEY CONTROL
 AP0189  ___________________________________________________________________
 AP0189* NAD 83(1993)-  28 43 38.30210(N)    100 27 08.37062(W)     ADJUSTED  
 AP0189* NAVD 88     -       279.2    (meters)     916.     (feet)  VERTCON   
 AP0189  ___________________________________________________________________
 AP0189  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AP0189  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AP0189
 AP0189  HORZ ORDER  -  FIRST
 AP0189
 AP0189.The horizontal coordinates were established by classical geodetic methods
 AP0189.and adjusted by the National Geodetic Survey in February 1996..
 AP0189
 AP0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0189
 AP0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0189
 AP0189.The geoid height was determined by GEOID03.
 AP0189
 AP0189;                    North         East     Units Scale Factor Converg.
 AP0189;SPC TXSC     - 4,099,958.602   458,132.333   MT  0.99991906   -0 42 41.4
 AP0189;SPC TXSC     -13,451,280.85  1,503,055.83   sFT  0.99991906   -0 42 41.4
 AP0189;UTM  14      - 3,178,638.204   358,165.724   MT  0.99984826   -0 41 53.4
 AP0189
 AP0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0189!SPC TXSC     -   0.99995973  x   0.99991906  =   0.99987879
 AP0189!UTM  14      -   0.99995973  x   0.99984826  =   0.99980800
 AP0189
 AP0189|---------------------------------------------------------------------|
 AP0189| PID    Reference Object                     Distance      Geod. Az  |
 AP0189|                                                           dddmmss.s |
 AP0189| CV3895 EAGLE RM                             11.782 METERS 05147     |
 AP0189| AP0239 MINE STACK                          APPROX.27.6 KM 2330656.2 |
 AP0189| AP0238 MINE STACK                          APPROX.21.9 KM 2345445.8 |
 AP0189| AP0236 MINE SPIRE                          APPROX.20.3 KM 2353253.4 |
 AP0189| AP0237 FLAT ROOFED BUILDING CHIMNEY        APPROX.20.3 KM 2355455.0 |
 AP0189| AP0232 MINE TALLEST OF THREE STACKS        APPROX.18.4 KM 2365951.1 |
 AP0189| AP0192 TANK NEAR STA LAPLACE               APPROX. 4.2 KM 2465439.2 |
 AP0189| AP0235 EAGLE PASS CATHOLIC CH CROSS        APPROX. 5.6 KM 2504702.7 |
 AP0189| AP0234 EAGLE PASS WATER PWR PLANT STK      APPROX. 5.6 KM 2512421.9 |
 AP0189| AP0233 EAGLE PASS CONVENT CUPOLA           APPROX. 4.9 KM 2552150.0 |
 AP0189| AP0191 N EAGLE PASS PROM LATTICE ROOF      APPROX. 4.8 KM 2601543.2 |
 AP0189| AP0231 HOUSE CUP 12 MI NW EAGLE PASS       APPROX.22.6 KM 3124435.4 |
 AP0189|---------------------------------------------------------------------|
 AP0189
 AP0189                          SUPERSEDED SURVEY CONTROL
 AP0189
 AP0189  NAD 83(1986)-  28 43 38.29744(N)    100 27 08.34842(W) AD(       ) 1
 AP0189  NAD 27      -  28 43 37.38200(N)    100 27 07.07500(W) AD(       ) 1
 AP0189  NGVD 29 (07/19/86)  279.1    (m)          916.     (f) VERT ANG       
 AP0189
 AP0189.Superseded values are not recommended for survey control.
 AP0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0189.See file dsdata.txt to determine how the superseded data were derived.
 AP0189
 AP0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5816678638(NAD 83)
 AP0189_MARKER: DS = TRIANGULATION STATION DISK
 AP0189_SETTING: 0 = UNSPECIFIED SETTING
 AP0189
 AP0189  HISTORY     - Date     Condition        Report By
 AP0189  HISTORY     - 1918     MONUMENTED       CGS
 AP0189  HISTORY     - 1937     GOOD             LOCSUR
 AP0189
 AP0189                          STATION DESCRIPTION
 AP0189
 AP0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0189'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0189'CONCRETE.
 AP0189'
 AP0189'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0189'
 AP0189'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0189'CONCRETE, 11.782 METERS (38.65 FEET) FROM THE STATION,
 AP0189'N 51 DEG 47 MIN E.  THERE IS A ROCK CAIRN 8.8 METERS (28.9 FEET)
 AP0189'FROM THE STATION, S 35 DEG 28 MIN E.
 AP0189'
 AP0189'TO REACH THE STATION FROM EAGLE PASS, FOLLOW THE EAGLE PASS-SAN
 AP0189'ANTONIO ROAD ABOUT 3 MILES NE TO THE FIRST GATE.  HERE TURN
 AP0189'TO THE RIGHT AND FOLLOW A DIM ROAD 1 MILE UP THE DIVIDE TO THE
 AP0189'TOP OF THE RIDGE, WHERE THE STATION IS LOCATED AT THE NW
 AP0189'EXTREMITY.
 AP0189
 AP0189                          STATION RECOVERY (1937)
 AP0189
 AP0189'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1937
 AP0189'RECOVERED BY KARGL AERIAL SURVEYS LTD.
 AP0189'
 AP0189'STATION MARK AND REFERENCE POINT IN GOOD CONDITION.
 AP0189'
 AP0189'THE ORIGINAL DESCRIPTION FAIRLY GOOD.  NEW HIGHWAY HAS BEEN
 AP0189'CUT, FOLLOWING CLOSELY TO ORIGINAL SAN ANTONIO-EAGLE PASS
 AP0189'HIGHWAY.
 AP0189'
 AP0189'MARKER VISIBLE FOR SEVERAL YARDS BECAUSE OF OPEN NATURE OF HILL
 AP0189'TOP.
 AP0189'
 AP0189'STATION WAS REACHED BY TAKING ROAD THAT LEADS TO CALICHE PITS
 AP0189'ON TOP OF HILL AND FOLLOWING BEYOND PITS TO HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2617 ***********************************************************************
 AX2617  DESIGNATION -  EAGLE
 AX2617  PID         -  AX2617
 AX2617  STATE/COUNTY-  TX/GONZALES
 AX2617  USGS QUAD   -  PILGRIM (1987)
 AX2617
 AX2617                         *CURRENT SURVEY CONTROL
 AX2617  ___________________________________________________________________
 AX2617* NAD 83(1993)-  29 17 43.89327(N)    097 34 33.47104(W)     ADJUSTED  
 AX2617* NAVD 88     -       104.     (meters)     341.     (feet)  SCALED    
 AX2617  ___________________________________________________________________
 AX2617  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AX2617  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AX2617
 AX2617  HORZ ORDER  -  FIRST
 AX2617
 AX2617.The horizontal coordinates were established by classical geodetic methods
 AX2617.and adjusted by the National Geodetic Survey in February 1996..
 AX2617
 AX2617.The orthometric height was scaled from a topographic map.
 AX2617
 AX2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2617
 AX2617.The geoid height was determined by GEOID03.
 AX2617
 AX2617;                    North         East     Units Scale Factor Converg.
 AX2617;SPC TXSC     - 4,162,891.775   738,337.665   MT  0.99986348   +0 41 51.6
 AX2617;SPC TXSC     -13,657,754.10  2,422,362.82   sFT  0.99986348   +0 41 51.6
 AX2617;UTM  14      - 3,241,569.226   638,312.105   MT  0.99983606   +0 41 48.9
 AX2617
 AX2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2617!SPC TXSC     -   0.99998782  x   0.99986348  =   0.99985130
 AX2617!UTM  14      -   0.99998782  x   0.99983606  =   0.99982388
 AX2617
 AX2617|---------------------------------------------------------------------|
 AX2617| PID    Reference Object                     Distance      Geod. Az  |
 AX2617|                                                           dddmmss.s |
 AX2617| CV3898 EAGLE RM 2                           17.665 METERS 18949     |
 AX2617| AX2624 NIXON MUNICIPAL TANK                APPROX.18.7 KM 2611439.5 |
 AX2617| CV3897 EAGLE RM 1                           17.930 METERS 28635     |
 AX2617| CV3896 EAGLE AZ MK                                        3224011.0 |
 AX2617| AX2616 MONTHALIA METH CH SPIRE             APPROX.15.6 KM 3553957.9 |
 AX2617|---------------------------------------------------------------------|
 AX2617
 AX2617                          SUPERSEDED SURVEY CONTROL
 AX2617
 AX2617  NAD 83(1986)-  29 17 43.90246(N)    097 34 33.45652(W) AD(       ) 1
 AX2617  NAD 27      -  29 17 43.02600(N)    097 34 32.48800(W) AD(       ) 1
 AX2617
 AX2617.Superseded values are not recommended for survey control.
 AX2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2617.See file dsdata.txt to determine how the superseded data were derived.
 AX2617
 AX2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT3831241569(NAD 83)
 AX2617_MARKER: DS = TRIANGULATION STATION DISK
 AX2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2617
 AX2617  HISTORY     - Date     Condition        Report By
 AX2617  HISTORY     - 1943     MONUMENTED       CGS
 AX2617  HISTORY     - 1963     GOOD             CGS
 AX2617
 AX2617                          STATION DESCRIPTION
 AX2617
 AX2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2617'ABOUT 16 MILES SSW OF GONZALES AND 4 MILES NE OF SMILEY ON
 AX2617'LAND OWNED BY THE RENTZ ESTATE AND OCCUPIED BY J.T. RENTZ.
 AX2617'THE STATION IS ON THE HIGH PART OF THE HILL KNOWN LOCALLY
 AX2617'AS EAGLE HILL.  THE STATION IS ABOUT 1/4 MILE E OF THE RENTZ HOUSE
 AX2617'IN OPEN MESQUITE, 108 FEET W OF A N-S FENCE, AND ABOUT 90
 AX2617'FEET E OF A CLEARED FIELD.  THE MARK PROJECTS 6 INCHES AND IS
 AX2617'STAMPED EAGLE 1943.
 AX2617'
 AX2617'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2617'DISKS SET IN CONCRETE.
 AX2617'
 AX2617'REFERENCE MARK NO. 1 IS WNW OF THE STATION IN OPEN MESQUITE
 AX2617'ABOUT 30 FEET E OF AN OPEN FIELD.  THE MARK PROJECTS 6 INCHES.
 AX2617'
 AX2617'REFERENCE MARK NO. 2 IS SSW OF THE STATION IN OPEN MESQUITE.
 AX2617'THE MARK PROJECTS 8 INCHES.
 AX2617'
 AX2617'THE AZIMUTH MARK IS ABOUT 0.3 MILE NW OF THE STATION IN A
 AX2617'LINE FENCE OF A CULTIVATED FIELD.  THE MARK IS 0.15 MILE
 AX2617'N OF THE RENTZ HOUSE ON THE N EDGE OF A CULTIVATED FIELD,
 AX2617'20 FEET E OF A GROVE OF MESQUITE N OF THE CULTIVATED FIELD,
 AX2617'AND 90 FEET NW OF DIVISION FENCE RUNNING N FROM THE E-W LINE
 AX2617'FENCE.
 AX2617'
 AX2617'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 AX2617'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 AX2617'
 AX2617'REACHED FROM GONZALES ON T-29 BY GOING S 1.8 MILES TO JUNCTION
 AX2617'WITH T-200.  FOLLOW T-200, SW 3.5 MILES TO A DIRT ROAD
 AX2617'LEADING LEFT, SW, WHICH IS THE WRIGHTSBORO AND SMILEY ROAD.
 AX2617'FOLLOW THIS ROAD SW 7.1 MILES TO WRIGHTSBORO AND CONTINUE
 AX2617'ON MAIN ROAD SW, 5.95 MILES TO T-ROAD.  THENCE LEFT, SE 1.35
 AX2617'MILES TO ANOTHER T-ROAD.  THENCE LEFT, NE, 1.05 MILES.  THENCE
 AX2617'RIGHT, SE, ON NARROW LANE, 1.35 MILES TO TURN.  THENCE
 AX2617'LEFT 0.3 MILE TO BOARD GATE, INTO WOODS ON RIGHT.  FOLLOW
 AX2617'TRAIL THROUGH GATE, E, 0.3 MILE TO RENTZS HOUSE.  STATION IS
 AX2617'ON SUMMIT OF HILL ABOUT 1/4 MILE E OF HOUSE AND MAY BE
 AX2617'REACHED BY TRUCK BY CIRCLING THROUGH THE MESQUITE.
 AX2617'
 AX2617'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AX2617
 AX2617                          STATION RECOVERY (1963)
 AX2617
 AX2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2617'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AX2617'IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 AX2617'MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE HAVE BEEN
 AX2617'CHANGED BECAUSE OF NEW FENCES AND LOCKED GATE.  FROM COURTHOUSE
 AX2617'IN GONZALES, FOLLOW U.S. 183 AND S.H. 97 1.5 MILE SOUTHERLY.
 AX2617'LEAVE U.S. 183 AND FOLLOW S.H. 97 1.2 MILE TO F.M. 1116 TO
 AX2617'LEFT SOUTH. FOLLOW F.M. 1116 12.9 MILES TO PILGRIM.  AT PILGRIM
 AX2617'TURN RIGHT WEST ON GRAVEL ROAD.  FOLLOW GRAVEL ROAD 3.32
 AX2617'MILES TO 90 DEG LEFT TURN IN ROAD.  AT THIS POINT FOLLOW
 AX2617'FENCE STRAIGHT AHEAD TO SUMMIT OF HILL AND STATION 100 FEET
 AX2617'ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0490 ***********************************************************************
 DP0490  DESIGNATION -  EAGLE
 DP0490  PID         -  DP0490
 DP0490  STATE/COUNTY-  TX/KING
 DP0490  USGS QUAD   -  BUZZARD PEAK (1981)
 DP0490
 DP0490                         *CURRENT SURVEY CONTROL
 DP0490  ___________________________________________________________________
 DP0490* NAD 83(1993)-  33 33 17.31740(N)    100 07 27.77122(W)     ADJUSTED  
 DP0490* NAVD 88     -       574.     (meters)    1883.     (feet)  SCALED    
 DP0490  ___________________________________________________________________
 DP0490  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DP0490  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DP0490
 DP0490  HORZ ORDER  -  SECOND
 DP0490
 DP0490.The horizontal coordinates were established by classical geodetic methods
 DP0490.and adjusted by the National Geodetic Survey in February 1996..
 DP0490
 DP0490.The orthometric height was scaled from a topographic map.
 DP0490
 DP0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0490
 DP0490.The geoid height was determined by GEOID03.
 DP0490
 DP0490;                    North         East     Units Scale Factor Converg.
 DP0490;SPC TXNC     - 2,210,545.563   449,173.015   MT  0.99991108   -0 53 09.3
 DP0490;SPC TXNC     - 7,252,431.57  1,473,661.80   sFT  0.99991108   -0 53 09.3
 DP0490;UTM  14      - 3,713,362.142   395,624.699   MT  0.99973431   -0 37 17.5
 DP0490
 DP0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0490!SPC TXNC     -   0.99991423  x   0.99991108  =   0.99982532
 DP0490!UTM  14      -   0.99991423  x   0.99973431  =   0.99964856
 DP0490
 DP0490:                Primary Azimuth Mark                     Grid Az
 DP0490:SPC TXNC     -  EAGLE AZ MK                              090 56 43.3
 DP0490:UTM  14      -  EAGLE AZ MK                              090 40 51.5
 DP0490
 DP0490|---------------------------------------------------------------------|
 DP0490| PID    Reference Object                     Distance      Geod. Az  |
 DP0490|                                                           dddmmss.s |
 DP0490| CX7129 EAGLE AZ MK                                        0900334.0 |
 DP0490| CX7130 EAGLE RM 1                           26.484 METERS 09424     |
 DP0490| CX7131 EAGLE RM 2                           24.361 METERS 20125     |
 DP0490| DP0497 BATEMAN                             APPROX.14.3 KM 3461042.5 |
 DP0490|---------------------------------------------------------------------|
 DP0490
 DP0490                          SUPERSEDED SURVEY CONTROL
 DP0490
 DP0490  NAD 83(1993)-  33 33 17.31948(N)    100 07 27.77172(W) AD(       ) 2
 DP0490  NAD 83(1986)-  33 33 17.32337(N)    100 07 27.76326(W) AD(       ) 2
 DP0490  NAD 27      -  33 33 17.00700(N)    100 07 26.40200(W) AD(       ) 2
 DP0490
 DP0490.Superseded values are not recommended for survey control.
 DP0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0490.See file dsdata.txt to determine how the superseded data were derived.
 DP0490
 DP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC9562513362(NAD 83)
 DP0490_MARKER: DS = TRIANGULATION STATION DISK
 DP0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0490
 DP0490  HISTORY     - Date     Condition        Report By
 DP0490  HISTORY     - 1935     MONUMENTED       CGS
 DP0490  HISTORY     - 1938     GOOD             TXHD
 DP0490  HISTORY     - 1938     GOOD             TSI
 DP0490  HISTORY     - 1958     GOOD             CGS
 DP0490
 DP0490                          STATION DESCRIPTION
 DP0490
 DP0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0490'STATION IS LOCATED ON THE PROPERTY OF THE 6666 RANCH, AT THE
 DP0490'TOP OF A GRADE ON THE N SIDE OF U.S. HIGHWAY 82, 7.0 MILES W OF
 DP0490'THE KING-KNOX COUNTY LINE AND 19-1/4 MILES A LITTLE S OF W OF
 DP0490'BENJAMIN.  IT IS 39 FEET N OF CENTER LINE OF U.S. HIGHWAY 82,
 DP0490'10 FEET N OF FENCE LINE.  MARK IS SET FLUSH WITH THE GROUND.
 DP0490'
 DP0490'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DP0490'DISKS SET IN CONCRETE.
 DP0490'
 DP0490'REFERENCE MARK NO. 1 IS E OF STATION, 35 FEET N OF CENTER LINE
 DP0490'OF U.S. HIGHWAY 82.  MARK IS SET FLUSH WITH THE GROUND.
 DP0490'
 DP0490'REFERENCE MARK NO. 2 IS S OF STATION, AND 35 FEET S OF CENTER
 DP0490'LINE OF U.S. HIGHWAY 82.
 DP0490'
 DP0490'AZIMUTH MARK, A STANDARD BRONZE DISK SET IN BEDROCK, IS 0.65
 DP0490'MILE E OF STATION, 82 FEET S OF CENTER LINE OF U.S. HIGHWAY
 DP0490'82 IN MESQUITE BRUSH.
 DP0490'
 DP0490'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DP0490
 DP0490                          STATION RECOVERY (1938)
 DP0490
 DP0490'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0490'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DP0490'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0490'
 DP0490'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16
 DP0490'AND U.S. HIGHWAY 82 IN BENJAMIN, GO W ON U.S. HIGHWAY 82 FOR
 DP0490'19.5 MILES TO TOP OF GRADE.  STATION IS 750 FEET S, 10 DEG E IN
 DP0490'OLD HIGHWAY RIGHT-OF-WAY LINE.
 DP0490
 DP0490                          STATION RECOVERY (1938)
 DP0490
 DP0490'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 DP0490'STATE HIGHWAY HAS BEEN RE-LOCATED TO THE N OF TRIANGULATION
 DP0490'STATION.  OLD HIGHWAY IS NOW CROSS-FENCED AND IN RANCH PASTURE.
 DP0490'
 DP0490'STATE HIGHWAY DEPARTMENT GRAVEL PIT IS ABOUT 3/4 MILE E OF
 DP0490'STATION BETWEEN NEW AND OLD HIGHWAY.
 DP0490
 DP0490                          STATION RECOVERY (1958)
 DP0490
 DP0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0490'STATION RECOVERED AS DESCRIBED BY THE STATE HIGHWAY DEPARTMENT
 DP0490'IN 1938.  THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 DP0490'CONDITION.
 DP0490'
 DP0490'THE AZIMUTH MARK WAS NOT FOUND.  THERE HAS BEEN A ROCK QUARRY
 DP0490'AT THE FORMER SITE OF THIS MARK AND INDICATIONS ARE THAT THE
 DP0490'MARK HAS BEEN DESTROYED.
 DP0490'
 DP0490'THE 1938 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0469 ***********************************************************************
 BQ0469  DESIGNATION -  EAGLE
 BQ0469  PID         -  BQ0469
 BQ0469  STATE/COUNTY-  TX/HUDSPETH
 BQ0469  USGS QUAD   -  EAGLE MTNS NE (1972)
 BQ0469
 BQ0469                         *CURRENT SURVEY CONTROL
 BQ0469  ___________________________________________________________________
 BQ0469* NAD 83(1993)-  30 55 16.90733(N)    105 05 07.52854(W)     ADJUSTED  
 BQ0469* NAVD 88     -      2285.7    (meters)    7499.     (feet)  VERTCON   
 BQ0469  ___________________________________________________________________
 BQ0469  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 BQ0469  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BQ0469
 BQ0469  HORZ ORDER  -  FIRST
 BQ0469
 BQ0469.The horizontal coordinates were established by classical geodetic methods
 BQ0469.and adjusted by the National Geodetic Survey in February 1996..
 BQ0469
 BQ0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0469
 BQ0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0469
 BQ0469.The geoid height was determined by GEOID03.
 BQ0469
 BQ0469;                    North         East     Units Scale Factor Converg.
 BQ0469;SPC TX C     - 3,148,788.439   245,974.426   MT  0.99988271   -2 26 51.4
 BQ0469;SPC TX C     -10,330,650.07    807,001.10   sFT  0.99988271   -2 26 51.4
 BQ0469;UTM  13      - 3,420,890.175   491,838.165   MT  0.99960082   -0 02 38.0
 BQ0469
 BQ0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0469!SPC TX C     -   0.99964480  x   0.99988271  =   0.99952755
 BQ0469!UTM  13      -   0.99964480  x   0.99960082  =   0.99924576
 BQ0469
 BQ0469|---------------------------------------------------------------------|
 BQ0469| PID    Reference Object                     Distance      Geod. Az  |
 BQ0469|                                                           dddmmss.s |
 BQ0469| CH8824 EAGLE RM                              5.770 METERS 35701     |
 BQ0469|---------------------------------------------------------------------|
 BQ0469
 BQ0469                          SUPERSEDED SURVEY CONTROL
 BQ0469
 BQ0469  NAD 83(1986)-  30 55 16.91003(N)    105 05 07.52850(W) AD(       ) 1
 BQ0469  NAD 27      -  30 55 16.42100(N)    105 05 05.72200(W) AD(       ) 1
 BQ0469  NGVD 29 (07/19/86) 2285.0    (m)         7497.     (f) VERT ANG       
 BQ0469
 BQ0469.Superseded values are not recommended for survey control.
 BQ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0469.See file dsdata.txt to determine how the superseded data were derived.
 BQ0469
 BQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ9183820890(NAD 83)
 BQ0469_MARKER: DS = TRIANGULATION STATION DISK
 BQ0469_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0469
 BQ0469  HISTORY     - Date     Condition        Report By
 BQ0469  HISTORY     - 1909     MONUMENTED       CGS
 BQ0469  HISTORY     - 1972     MARK NOT FOUND   USGS
 BQ0469
 BQ0469                          STATION DESCRIPTION
 BQ0469
 BQ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 BQ0469'ON THE HIGHEST PEAK OF THE EAGLE MOUNTAINS, LOCALLY KNOWN
 BQ0469'AS EAGLE PEAK, 25 MILES SE OF SIERRA BLANCA, A TOWN AT THE
 BQ0469'JUNCTION OF THE SOUTHERN PACIFIC AND THE TEXAS AND PACIFIC
 BQ0469'RAILWAYS, AND 8-1/3 MILES DIRECT, OR 13 MILES BY ROAD AND TRAIL
 BQ0469'W AND S FROM DALBERG, A STATION ON THE SOUTHERN PACIFIC.  IT
 BQ0469'IS 2 MILES NW OF THE FRANCISCO SHEEP RANCH, AND ON THE SAME
 BQ0469'PEAK AS STATION EAGLE U.S.G.S. THE MARKING OF WHICH COULD NOT
 BQ0469'BE FOUND.
 BQ0469'
 BQ0469'STATION MARKED WITH STANDARD DISK WEDGED IN A DRILL HOLE IN
 BQ0469'OUTCROPPING BEDROCK.  THE REFERENCE MARK, A CROSS CUT IN A
 BQ0469'ROCK OVER THE EDGE OF THE HILL, IS 5.77 METERS (18.9 FEET)
 BQ0469'FROM THE STATION N 02 DEG 59 MIN W.  BEARING FROM
 BQ0469'STATION TO ALLAMOORE, TANK, DISTANT ABOUT 11-3/4 MILES, IS
 BQ0469'N 24 DEG 27 MIN E.  IN 1931 REPORTED STATION MARK DESTROYED,
 BQ0469'HOLE IN GROUND BEING FOUND.  NO REFERENCE MARK FOUND.
 BQ0469'EVIDENCES OF TWO LARGE ROCK CAIRNS HAVING BEEN DESTROYED.
 BQ0469'STATION NOT TO BE CONSIDERED TRULY LOST.  IN 1934 STATION
 BQ0469'REPORTED DESTROYED.  A NEW STATION, EAGLE 2, HAS BEEN ESTABLISHED
 BQ0469'IN THIS LOCALITY.
 BQ0469
 BQ0469                          STATION RECOVERY (1972)
 BQ0469
 BQ0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JTD)
 BQ0469'REF. MKS 1 AND 2 FOUND.
 BQ0469'IN GOOD CONDITION.  STATION MARK NOT FOUND,
 BQ0469'UNDERGROUND MARK NOT FOUND.  STATION REACHED BY HELICOPTER
 BQ0469'IN 1972.  A FLAT ROCK WITH THE LETTERS USGS AND A CHISLED
 BQ0469'CROSS WAS FOUND LOOSE IN A PILE OF ROCK.  THIS IS PROBABLY
 BQ0469'THE OLD USGS REF. MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0468 ***********************************************************************
 BQ0468  DESIGNATION -  EAGLE 2
 BQ0468  PID         -  BQ0468
 BQ0468  STATE/COUNTY-  TX/HUDSPETH
 BQ0468  USGS QUAD   -  EAGLE MTNS NE (1972)
 BQ0468
 BQ0468                         *CURRENT SURVEY CONTROL
 BQ0468  ___________________________________________________________________
 BQ0468* NAD 83(1993)-  30 55 16.80338(N)    105 05 07.61091(W)     ADJUSTED  
 BQ0468* NAVD 88     -      2286.     (meters)    7500.     (feet)  SCALED    
 BQ0468  ___________________________________________________________________
 BQ0468  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 BQ0468  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BQ0468
 BQ0468  HORZ ORDER  -  FIRST
 BQ0468
 BQ0468.The horizontal coordinates were established by classical geodetic methods
 BQ0468.and adjusted by the National Geodetic Survey in February 1996..
 BQ0468
 BQ0468.The orthometric height was scaled from a topographic map.
 BQ0468
 BQ0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0468
 BQ0468.The geoid height was determined by GEOID03.
 BQ0468
 BQ0468;                    North         East     Units Scale Factor Converg.
 BQ0468;SPC TX C     - 3,148,785.334   245,972.104   MT  0.99988271   -2 26 51.4
 BQ0468;SPC TX C     -10,330,639.88    806,993.48   sFT  0.99988271   -2 26 51.4
 BQ0468;UTM  13      - 3,420,886.977   491,835.976   MT  0.99960082   -0 02 38.1
 BQ0468
 BQ0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0468!SPC TX C     -   0.99964480  x   0.99988271  =   0.99952755
 BQ0468!UTM  13      -   0.99964480  x   0.99960082  =   0.99924576
 BQ0468
 BQ0468|---------------------------------------------------------------------|
 BQ0468| PID    Reference Object                     Distance      Geod. Az  |
 BQ0468|                                                           dddmmss.s |
 BQ0468| BQ0471 EAGLE 2 1934 RM 1                     9.509 METERS 01315     |
 BQ0468| CH8826 EAGLE 2 RM 2                                       08526     |
 BQ0468| CH8825 EAGLE 2 AZ MK                                      1413523.2 |
 BQ0468|---------------------------------------------------------------------|
 BQ0468
 BQ0468                          SUPERSEDED SURVEY CONTROL
 BQ0468
 BQ0468  NAD 83(1986)-  30 55 16.80808(N)    105 05 07.60881(W) AD(       ) 1
 BQ0468  NAD 27      -  30 55 16.32100(N)    105 05 05.80500(W) AD(       ) 1
 BQ0468
 BQ0468.Superseded values are not recommended for survey control.
 BQ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0468.See file dsdata.txt to determine how the superseded data were derived.
 BQ0468
 BQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ9183620887(NAD 83)
 BQ0468_MARKER: DS = TRIANGULATION STATION DISK
 BQ0468_SETTING: 80 = SET IN A BOULDER
 BQ0468_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BQ0468
 BQ0468  HISTORY     - Date     Condition        Report By
 BQ0468  HISTORY     - 1934     MONUMENTED       CGS
 BQ0468  HISTORY     - 1957     SEE DESCRIPTION  CGS
 BQ0468  HISTORY     - 1980     GOOD             LOCENG
 BQ0468
 BQ0468                          STATION DESCRIPTION
 BQ0468
 BQ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0468'ABOUT 25 MILES SOUTHEAST OF SIERRA BLANCA, 8 MILES SOUTHWEST
 BQ0468'OF HOT WELLS, 18 MILES WEST-SOUTHWEST OF VAN HORN AND ON THE
 BQ0468'HIGHEST PEAK OF THE EAGLE MOUNTAINS, LOCALLY KNOWN AS EAGLE
 BQ0468'PEAK.  SURFACE MARK IS SET FLUSH WITH THE GROUND.
 BQ0468'
 BQ0468'TO REACH FROM ALLAMOORE ON U.S. HIGHWAY 80, GO SOUTH ON THE
 BQ0468'GRADED HIGHWAY JUST EAST OF THE STOCK YARDS WHICH ARE ON THE
 BQ0468'SOUTH SIDE OF U.S. HIGHWAY 80, FOR 5.1 MILES TO THE RAILROAD
 BQ0468'CROSSING AT HOT WELLS.  THE POST OFFICE IS IN THE FIRST HOUSE ON
 BQ0468'THE RIGHT HAND SIDE-ROAD AFTER CROSSING THE RAILROAD TRACKS.
 BQ0468'FROM THE POST OFFICE, GO SOUTH 0.1 MILE, TURN LEFT (EAST), GO
 BQ0468'PAST A WHITE ADOBE HOUSE AND FOLLOW THIS ROAD FOR 0.45 MILE TO
 BQ0468'FORKS.  TAKE RIGHT FORK AND GO 0.85 MILES TO A WATER TANK,
 BQ0468'CORRAL AND DESERTED HOUSE, CONTINUE ON THE SAME ROAD 1.3 MILES
 BQ0468'TO A FORKS, TAKE LEFT FORK AND GO 1.55 MILES TO A CATTLEGUARD,
 BQ0468'CROSS GUARD AND CONTINUE 5.5 MILES TO ANOTHER CATTLEGUARD,
 BQ0468'TAKE LEFT FORK JUST AFTER CROSSING CATTLEGUARD AND CONTINUE 1.35
 BQ0468'MILES TO THE JACK HAYTER RANCH.  END OF TRUCK TRAVEL.  FROM
 BQ0468'THE RANCH HOUSE, GO DOWN IN STREAM BED, PASSING BY WINDMILL
 BQ0468'ON THE LEFT, AND FOLLOW CANYON WEST ABOUT 1-1/2 MILES TO THE
 BQ0468'POINT WHERE IT FORKS.  TAKE RIGHT FORK AND WORK UP THIS CANYON
 BQ0468'ABOUT 1/2 MILE TO A FORKS, TAKE THE RIGHT FORK AND CONTINUE
 BQ0468'ABOUT 1-1/4 MILES.  ABOUT 1/2 MILE UP THIS CANYON THERE IS A
 BQ0468'BLIND CANYON LEADING TO THE RIGHT, WHICH SHOULD NOT BE FOLLOWED,
 BQ0468'BUT CONTINUE IN THE MAIN CANYON.  WHEN THE MAIN CANYON FORKS,
 BQ0468'TAKE THE RIGHT HAND FORK AND FOLLOW THIS CANYON ABOUT 1/4 MILE
 BQ0468'TO THE POINT WHERE IT TURNS TO THE LEFT.  THEN CLIMB UP THE
 BQ0468'RIDGE TO THE NORTHWEST AND CONTINUE NORTHWEST TO THE
 BQ0468'HIGHEST POINT AND STATION.  ABOUT 2-1/2 HOUR PACK WITH
 BQ0468'HORSES.  PACK HORSES CAN BE SECURED AT THE HAYTER RANCH.
 BQ0468'WATER AT THE RANCH.  ALL SUPPLIES AT VAN HORN OR SIERRA
 BQ0468'BLANCA.
 BQ0468'
 BQ0468'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BQ0468'BRONZE DISKS SET AS DESCRIBED.
 BQ0468'
 BQ0468'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, ON THE NORTH
 BQ0468'SLOPE OF THE MOUNTAIN, SET FLUSH WITH THE GROUND.
 BQ0468'
 BQ0468'REFERENCE MARK NO. 2 IS EAST OF THE STATION, ON THE EAST
 BQ0468'SLOPE OF THE MOUNTAIN AND SET FLUSH WITH THE GROUND.
 BQ0468'
 BQ0468'AZIMUTH MARK IS SOUTHEAST OF THE STATION ON THE NORTHWEST
 BQ0468'SLOPE OF THE HIGH RIDGE SOUTHEAST OF THE STATION, ABOUT 250 FEET
 BQ0468'ABOVE THE SADDLE, WHICH IS BETWEEN THE HIGH RIDGE TO THE SOUTHEAST
 BQ0468'AND THE RIDGE SLOPING TO THE SOUTHEAST FROM THE STATION.
 BQ0468'
 BQ0468'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 BQ0468
 BQ0468                          STATION RECOVERY (1957)
 BQ0468
 BQ0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JRU)
 BQ0468'STATION DISK LOOSE ON GROUND.  REFERENCE MARKS IN PLACE.
 BQ0468'UNDERGROUND MARK AND AZIMUTH MARK WERE NOT SEARCHED FOR.
 BQ0468
 BQ0468                          STATION RECOVERY (1980)
 BQ0468
 BQ0468'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0468'STATION FOUND IN GOOD CONDITION (DISK AT STATION IS SUB-FLUSH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0470 ***********************************************************************
 BQ0470  DESIGNATION -  EAGLE 3 1977
 BQ0470  PID         -  BQ0470
 BQ0470  STATE/COUNTY-  TX/HUDSPETH
 BQ0470  USGS QUAD   -  EAGLE MTNS NE (1972)
 BQ0470
 BQ0470                         *CURRENT SURVEY CONTROL
 BQ0470  ___________________________________________________________________
 BQ0470* NAD 83(1993)-  30 55 16.80905(N)    105 05 07.60036(W)     ADJUSTED  
 BQ0470* NAVD 88     -      2287.8    (meters)    7506.     (feet)  VERTCON   
 BQ0470  ___________________________________________________________________
 BQ0470  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 BQ0470  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BQ0470
 BQ0470  HORZ ORDER  -  FIRST
 BQ0470
 BQ0470.The horizontal coordinates were established by classical geodetic methods
 BQ0470.and adjusted by the National Geodetic Survey in February 1996..
 BQ0470
 BQ0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 BQ0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BQ0470
 BQ0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0470
 BQ0470.The geoid height was determined by GEOID03.
 BQ0470
 BQ0470;                    North         East     Units Scale Factor Converg.
 BQ0470;SPC TX C     - 3,148,785.497   245,972.392   MT  0.99988271   -2 26 51.4
 BQ0470;SPC TX C     -10,330,640.42    806,994.42   sFT  0.99988271   -2 26 51.4
 BQ0470;UTM  13      - 3,420,887.151   491,836.256   MT  0.99960082   -0 02 38.1
 BQ0470
 BQ0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0470!SPC TX C     -   0.99964447  x   0.99988271  =   0.99952722
 BQ0470!UTM  13      -   0.99964447  x   0.99960082  =   0.99924544
 BQ0470
 BQ0470|---------------------------------------------------------------------|
 BQ0470| PID    Reference Object                     Distance      Geod. Az  |
 BQ0470|                                                           dddmmss.s |
 BQ0470| BQ0471 EAGLE 2 1934 RM 1                     9.277 METERS 01149     |
 BQ0470| CH8826 EAGLE 2 RM 2                          6.343 METERS 08628     |
 BQ0470| BQ0414 BALDY                               APPROX.92.8 KM 1094255.2 |
 BQ0470|---------------------------------------------------------------------|
 BQ0470
 BQ0470                          SUPERSEDED SURVEY CONTROL
 BQ0470
 BQ0470  NAD 83(1986)-  30 55 16.81368(N)    105 05 07.59828(W) AD(       ) 1
 BQ0470  NAD 27      -  30 55 16.32967(N)    105 05 05.82097(W) AD(       ) 1
 BQ0470  NGVD 29 (07/19/86) 2287.1    (m)         7504.     (f) VERT ANG       
 BQ0470
 BQ0470.Superseded values are not recommended for survey control.
 BQ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0470.See file dsdata.txt to determine how the superseded data were derived.
 BQ0470
 BQ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ9183620887(NAD 83)
 BQ0470
 BQ0470  HISTORY     - Date     Condition        Report By
 BQ0470  HISTORY     - UNK      MONUMENTED
 BQ0470  HISTORY     - 1977     MARK NOT FOUND   NGS
 BQ0470
 BQ0470                          STATION DESCRIPTION
 BQ0470
 BQ0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BQ0470'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION. THE
 BQ0470'STATION MARKS WERE SEARCHED FOR AND NOT FOUND. THE AZIMUTH MARK
 BQ0470'WAS NOT SEARCHED FOR NOR USED AT THIS TIME. EAGLE 3 WAS
 BQ0470'ESTABLISHED. A COMPLETE DESCRIPTION FOLLOWS.
 BQ0470'
 BQ0470'THE STATION IS ABOUT 25 MILES SOUTHEAST OF SIERRA BLANCA, 8
 BQ0470'MILES SOUTHWEST OF HOT WELLS, 18 MILES WEST-SOUTHWEST OF VAN
 BQ0470'HORN AND ON THE HIGHEST PEAK OF THE EAGLE MOUNTAINS, LOCALLY
 BQ0470'KNOWN AS EAGLE PEAK. IT IS ON PROPERTY OWNED BY MR. ALBERT FAY,
 BQ0470'PERMISSION WAS GRANTED BY MR. HARRY BURNS, 515 HOUSTON AVENUE,
 BQ0470'HOUSTON TEXAS. 77007.(TELEPHONE 713-227-5251)
 BQ0470'
 BQ0470'TO REACH THE STATION FROM ALLAMORE ON U.S. HIGHWAY 80, GO SOUTH
 BQ0470'ON A GRADED HIGHWAY JUST EAST OF THE STOCK YARDS WHICH ARE ON
 BQ0470'THE SOUTH SIDE OF U.S. HIGHWAY 80, FOR 5.1 MILES TO A RAILROAD
 BQ0470'CROSSING IN HOT WELLS. THE POST OFFICE IS IN THE FIRST HOUSE ON
 BQ0470'THE RIGHT AFTER CROSSING THE RAILROAD. FROM THE POST OFFICE,
 BQ0470'GO SOUTH 0.1 MILE, TURN LEFT (EAST), GO PAST A WHITE ADOBE
 BQ0470'HOUSE AND FOLLOW THIS ROAD FOR 0.45 MILE TO A FORK. TAKE THE
 BQ0470'RIGHT FORK AND GO 0.85 MILE TO A WATER TANK, CORRAL AND A
 BQ0470'DESERTED HOUSE, CONTINUE ON THE SAME ROAD FOR 1.3 MILES TO A
 BQ0470'FORK, TAKE THE LEFT FORK AND GO 1.55 MILES TO A CATTLE
 BQ0470'GUARD, CROSS THE GUARD AND CONTINUE 5.5 MILES TO ANOTHER
 BQ0470'CATTLE GUARD AND A FORK, AFTER CROSSING THE GUARD TAKE THE
 BQ0470'LEFT FORK AND CONTINUE 1.35 MILE TO THE JACK HAYTER RANCH
 BQ0470'AND THE END OF TRUCK TRAVEL. FROM THE RANCH HOUSE, GO
 BQ0470'DOWN IN A STREAM BED, PASSING BY A WINDMILL ON THE LEFT,
 BQ0470'AND FOLLOW A CANYON WEST ABOUT 1-1/2 MILES TO A POINT
 BQ0470'WHERE IT FORKS. TAKE THE RIGHT FORK AND WORK UP THE CANYON
 BQ0470'ABOUT 1/2 MILE TO A FORK. TAKE THE RIGHT FORK AND CONTINUE
 BQ0470'ABOUT 1-1/4 MILES, (ABOUT 1/2 MILE UP THIS CANYON THERE IS A
 BQ0470'BLIND CANYON LEADING TO THE RIGHT, WHICH SHOULD NOT BE
 BQ0470'FOLLOWED), BUT CONTINUE IN THE MAIN CANYON.  WHEN THE
 BQ0470'MAIN CANYON FORKS, TAKE THE RIGHT HAND FORK AND FOLLOW THIS
 BQ0470'CANYON ABOUT 1/4 MILE TO A POINT WHERE IT TURNS TO THE
 BQ0470'LEFT. THEN CLIMB UP THE RIDGE TO THE NORTHWEST AND CONTINUE
 BQ0470'NORTHWEST TO THE HIGHEST POINT AND THE STATION. IT IS ABOUT A
 BQ0470'2-1/2 HOUR PACK WITH HORSES. PACK HORSES CAN BE SECURED AT THE
 BQ0470'HAYTER RANCH. WATER CAN BE SECURED AT THE RANCH. ALL SUPPLIES
 BQ0470'CAN BE ACQUIRED AT VAN HORN OR SIERRA BLANCA.
 BQ0470'
 BQ0470'THE STATION MARK, STAMPED---EAGLE 3 1977---, IS A STANDARD DISK
 BQ0470'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 12 INCHES BELOW THE
 BQ0470'SURROUNDING TERRAIN. THERE WERE NO SUITABLE LANDMARKS TO LOCAL
 BQ0470'REFERENCE TO IN THE AREA.
 BQ0470'
 BQ0470'REFERENCE MARK 1, STAMPED---EAGLE 2 1934 NO 2---, IS A STANDARD
 BQ0470'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 BQ0470'GROUND. IT IS NORTH OF THE STATION AND THERE ARE NO SUITABLE
 BQ0470'LANDMARKS TO LOCAL REFERENCE TO IN THE AREA.
 BQ0470'
 BQ0470'REFERENCE MARK 2, STAMPED---EAGLE 2 1934 NO 2---, IS A STANDARD
 BQ0470'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 BQ0470'GROUND. IT IS EAST OF THE STATION AND THERE ARE NO SUITABLE
 BQ0470'LANDMARKS TO LOCAL REFERENCE TO IN THE AREA.
 BQ0470'
 BQ0470'AZIMUTH MARK IS SOUTHEAST OF THE STATION ON THE NORTHWEST
 BQ0470'SLOPE OF THE HIGH RIDGE SOUTHEAST OF THE STATION, ABOUT 250
 BQ0470'FEET ABOVE THE SADDLE, WHICH IS BETWEEN THE HIGH RIDGE TO THE
 BQ0470'SOUTHEAST AND THE RIDGE SLOPING TO THE SOUTHEAST FROM THE
 BQ0470'STATION.
 BQ0470'
 BQ0470'A HELICOPTER WAS UTILIZED FOR RECONNAISANCE AND THIS OCCUPATION.
 BQ0470'
 BQ0470'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE
 BQ0470'TO THE TERRAIN.
 BQ0470'
 BQ0470'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0535 ***********************************************************************
 CD0535  DESIGNATION -  EAGLE FLAT 2
 CD0535  PID         -  CD0535
 CD0535  STATE/COUNTY-  TX/HUDSPETH
 CD0535  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0535
 CD0535                         *CURRENT SURVEY CONTROL
 CD0535  ___________________________________________________________________
 CD0535* NAD 83(1993)-  31 06 27.38674(N)    105 07 43.12794(W)     ADJUSTED  
 CD0535* NAVD 88     -      1360.667  (meters)    4464.12   (feet)  ADJUSTED  
 CD0535  ___________________________________________________________________
 CD0535  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 CD0535  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CD0535  DYNAMIC HT  -        1358.500 (meters)    4457.01  (feet)  COMP
 CD0535  MODELED GRAV-     979,000.3   (mgal)                       NAVD 88
 CD0535
 CD0535  HORZ ORDER  -  FIRST
 CD0535  VERT ORDER  -  FIRST     CLASS II
 CD0535
 CD0535.The horizontal coordinates were established by classical geodetic methods
 CD0535.and adjusted by the National Geodetic Survey in February 1996..
 CD0535
 CD0535.The orthometric height was determined by differential leveling
 CD0535.and adjusted by the National Geodetic Survey in June 1991..
 CD0535
 CD0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0535
 CD0535.The geoid height was determined by GEOID03.
 CD0535
 CD0535.The dynamic height is computed by dividing the NAVD 88
 CD0535.geopotential number by the normal gravity value computed on the
 CD0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0535.degrees latitude (g = 980.6199 gals.).
 CD0535
 CD0535.The modeled gravity was interpolated from observed gravity values.
 CD0535
 CD0535;                    North         East     Units Scale Factor Converg.
 CD0535;SPC TX C     - 3,169,592.887   242,737.176   MT  0.99988345   -2 28 11.5
 CD0535;SPC TX C     -10,398,906.00    796,380.22   sFT  0.99988345   -2 28 11.5
 CD0535;UTM  13      - 3,441,534.754   487,732.419   MT  0.99960186   -0 03 59.3
 CD0535
 CD0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0535!SPC TX C     -   0.99978996  x   0.99988345  =   0.99967344
 CD0535!UTM  13      -   0.99978996  x   0.99960186  =   0.99939191
 CD0535
 CD0535|---------------------------------------------------------------------|
 CD0535| PID    Reference Object                     Distance      Geod. Az  |
 CD0535|                                                           dddmmss.s |
 CD0535| CD0534 EAGLE FLAT                           71.570 METERS 01547     |
 CD0535| CD0532 EAGLE FLAT AZ MK                    203.304 METERS 08510     |
 CD0535| CD0536 EAGLE FLAT 2 AZ MK                  190.292 METERS 10547     |
 CD0535| CD0537 EAGLE FLAT 2 RM 3                    22.540 METERS 11228     |
 CD0535| CD0538 EAGLE FLAT 2 RM 4                    22.226 METERS 19256     |
 CD0535| CD1030 TEXAN                               APPROX.23.8 KM 2863437.6 |
 CD0535|---------------------------------------------------------------------|
 CD0535
 CD0535                          SUPERSEDED SURVEY CONTROL
 CD0535
 CD0535  NAD 83(1986)-  31 06 27.39116(N)    105 07 43.12309(W) AD(       ) 1
 CD0535  NAD 27      -  31 06 26.91974(N)    105 07 41.31910(W) AD(       ) 1
 CD0535  NGVD 29 (07/19/86) 1360.10   (m)         4462.3    (f) LEVELING    3  
 CD0535
 CD0535.Superseded values are not recommended for survey control.
 CD0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0535.See file dsdata.txt to determine how the superseded data were derived.
 CD0535
 CD0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ8773241535(NAD 83)
 CD0535_MARKER: DS = TRIANGULATION STATION DISK
 CD0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0535_SP_SET: MONUMENT
 CD0535_STAMPING: EAGLE FLAT 2 1963
 CD0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0535
 CD0535  HISTORY     - Date     Condition        Report By
 CD0535  HISTORY     - 1963     MONUMENTED       CGS
 CD0535  HISTORY     - 1968     GOOD             CGS
 CD0535  HISTORY     - 1968     GOOD             NGS
 CD0535  HISTORY     - 1981     GOOD             NGS
 CD0535
 CD0535                          STATION DESCRIPTION
 CD0535
 CD0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CD0535'THE STATION IS ABOUT 14 MILES EAST OF SIERRA BLANCA, AND 20
 CD0535'MILES WEST OF VAN HORN, ALONG THE SOUTH SIDE OF U.S. HIGHWAY
 CD0535'80, AT A TEXAS AND PACIFIC RAILROAD SIDING KNOWN AS EAGLE
 CD0535'FLAT, AND ON LAND OWNED BY TEXAS PACIFIC LAND TRUST.
 CD0535'
 CD0535'TO REACH THE STATION FROM THE JUNCTION OF RANDH ROAD 1111
 CD0535'AND U.S. HIGHWAY 80 IN SIERRA BLANCA, GO EASTERLY ON U.S. HIGHWAY
 CD0535'80 FOR 14.45 MILES TO STATION ON THE RIGHT.  CONTINUE ON
 CD0535'U.S. HIGHWAY 80 FOR 0.1 MILE TO AZIMUTH MARK ON THE RIGHT.
 CD0535'
 CD0535'STATION MARKS ARE STANDARD DISKS STAMPED EAGLE FLAT 2 1963.
 CD0535'THE SURFACE DISK IS SET IN A 10 IN X 10 IN CONCRETE POST
 CD0535'WHICH PROJECTS 4 INCHES.  IT IS 63 FEET SOUTH OF THE CENTER
 CD0535'LINE OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 80,
 CD0535'74 FEET WEST OF A NORTH-SOUTH FENCE LINE, 21 FEET SOUTH
 CD0535'OF THE HIGHWAY RIGHT-OF-WAY, AND 1.6 FEET SOUTHEAST OF A
 CD0535'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN A ROUND
 CD0535'CONCRETE POST 8 INCHES IN DIAMETER AND 36 INCHES BELOW THE
 CD0535'SURFACE OF THE GROUND.
 CD0535'
 CD0535'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED EAGLE FLAT 2
 CD0535'NO 3 1963, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 CD0535'PROJECTS 8 INCHES.  IT IS 72 FEET SOUTH OF THE CENTER LINE
 CD0535'OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 80, 30 FEET
 CD0535'SOUTH OF THE HIGHWAY RIGHT-OF-WAY, AND 1 FOOT WEST OF A
 CD0535'NORTH-SOUTH FENCE LINE.
 CD0535'
 CD0535'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED EAGLE FLAT 2
 CD0535'NO 4 1963, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CD0535'PROJECTS 6 INCHES.  IT IS 136 FEET SOUTH OF THE CENTER LINE OF THE
 CD0535'EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 80, 221 FEET NORTHEAST
 CD0535'OF A POWER LINE POLE, 94 FEET SOUTH OF THE HIGHWAY RIGHT-OF-WAY
 CD0535'LINE, AND 75 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 CD0535'
 CD0535'AZIMUTH MARK, A STANDARD DISK STAMPED EAGLE FLAT 2 1963,
 CD0535'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 5
 CD0535'INCHES.  IT IS 64 FEET SOUTH OF THE CENTER LINE OF THE EAST
 CD0535'BOUND TRAFFIC LANE OF U.S. HIGHWAY 80, 56 FEET NORTH OF THE
 CD0535'CENTER OF A TRACK ROAD, 21 FEET SOUTH OF THE SOUTH HIGHWAY
 CD0535'RIGHT-OF-WAY LINE, AND 2.3 FEET NORTHEAST OF A METAL WITNESS
 CD0535'POST.
 CD0535'
 CD0535'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CD0535
 CD0535                          STATION RECOVERY (1968)
 CD0535
 CD0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD0535'THE STATION, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK
 CD0535'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 CD0535'DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE
 CD0535'ORIGINAL OBSERVATIONS.
 CD0535'
 CD0535'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1963
 CD0535'DESCRIPTION.  THE ORIGINAL TO REACH IS ADEQUATE.
 CD0535'
 CD0535'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CD0535'14 MILES EAST-SOUTHEAST OF SIERRA BLANCA.
 CD0535
 CD0535                          STATION RECOVERY (1968)
 CD0535
 CD0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CD0535'14 MI ESE FROM SIERRA BLANCA.
 CD0535'ABOUT 14.5 MILES EAST ALONG INTERSTATE 10 AND U.S. HIGHWAY 80 FROM THE
 CD0535'JUNCTION OF RANCH ROAD 1111 AND INTERSTATE 10 AND U.S. HIGHWAY 80 IN
 CD0535'SIERRA BLANCA, 76.5 FEET SOUTHWEST OF A T-FENCE CORNER, 23 FEET SOUTH
 CD0535'OF AN EAST-WEST FENCE LINE, AND 1.5 FEET SOUTHEAST OF A METAL WITNESS
 CD0535'POST WITH A SIGN ATTACHED.  IT IS SET IN THE TOP OF A 12 INCH SQUARE
 CD0535'CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF
 CD0535'THE GROUND.
 CD0535
 CD0535                          STATION RECOVERY (1981)
 CD0535
 CD0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0535'23.3 KM (14.45 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0535'FROM THE RAILROAD STATION IN SIERRA BLANCA, AT A POWERLINE CROSSING,
 CD0535'132.6 METERS (435.0 FT) SOUTH OF THE NEAR RAIL , 37.8 METERS (124.0
 CD0535'FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE
 CD0535'HIGHWAY 10, 22.9 METERS (75.0 FT) WEST OF A FENCE CORNER, 22.2
 CD0535'METERS (72.9 FT) NORTH OF EAGLE FLAT 2 RM 4 AND 6.4 METERS (21.0 FT)
 CD0535'SOUTH OF A FENCE.
 CD0535'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CD0535'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0536 ***********************************************************************
 CD0536  DESIGNATION -  EAGLE FLAT 2 AZ MK
 CD0536  PID         -  CD0536
 CD0536  STATE/COUNTY-  TX/HUDSPETH
 CD0536  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0536
 CD0536                         *CURRENT SURVEY CONTROL
 CD0536  ___________________________________________________________________
 CD0536* NAD 83(1993)-  31 06 25.70540(N)    105 07 36.21785(W)     ADJUSTED  
 CD0536* NAVD 88     -      1361.125  (meters)    4465.62   (feet)  ADJUSTED  
 CD0536  ___________________________________________________________________
 CD0536  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 CD0536  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CD0536  DYNAMIC HT  -        1358.957 (meters)    4458.51  (feet)  COMP
 CD0536  MODELED GRAV-     979,000.3   (mgal)                       NAVD 88
 CD0536
 CD0536  HORZ ORDER  -  SECOND
 CD0536  VERT ORDER  -  FIRST     CLASS II
 CD0536
 CD0536.The horizontal coordinates were established by classical geodetic methods
 CD0536.and adjusted by the National Geodetic Survey in February 1996..
 CD0536
 CD0536.The orthometric height was determined by differential leveling
 CD0536.and adjusted by the National Geodetic Survey in June 1991..
 CD0536
 CD0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0536
 CD0536.The geoid height was determined by GEOID03.
 CD0536
 CD0536.The dynamic height is computed by dividing the NAVD 88
 CD0536.geopotential number by the normal gravity value computed on the
 CD0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0536.degrees latitude (g = 980.6199 gals.).
 CD0536
 CD0536.The modeled gravity was interpolated from observed gravity values.
 CD0536
 CD0536;                    North         East     Units Scale Factor Converg.
 CD0536;SPC TX C     - 3,169,533.272   242,917.865   MT  0.99988344   -2 28 08.0
 CD0536;SPC TX C     -10,398,710.41    796,973.03   sFT  0.99988344   -2 28 08.0
 CD0536;UTM  13      - 3,441,482.783   487,915.398   MT  0.99960180   -0 03 55.7
 CD0536
 CD0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0536!SPC TX C     -   0.99978989  x   0.99988344  =   0.99967335
 CD0536!UTM  13      -   0.99978989  x   0.99960180  =   0.99939177
 CD0536
 CD0536                          SUPERSEDED SURVEY CONTROL
 CD0536
 CD0536  NAD 83(1986)-  31 06 25.70982(N)    105 07 36.21317(W) AD(       ) 2
 CD0536  NAD 27      -  31 06 25.23816(N)    105 07 34.40891(W) AD(       ) 2
 CD0536
 CD0536.Superseded values are not recommended for survey control.
 CD0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0536.See file dsdata.txt to determine how the superseded data were derived.
 CD0536
 CD0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ8791541483(NAD 83)
 CD0536_MARKER: DZ = AZIMUTH MARK DISK
 CD0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0536_STAMPING: EAGLE FLAT 2 1963
 CD0536_PROJECTION: PROJECTING 12 CENTIMETERS
 CD0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0536+STABILITY: SURFACE MOTION
 CD0536
 CD0536  HISTORY     - Date     Condition        Report By
 CD0536  HISTORY     - 1963     MONUMENTED       CGS
 CD0536  HISTORY     - 1968     GOOD             NGS
 CD0536  HISTORY     - 1981     GOOD             NGS
 CD0536
 CD0536                          STATION DESCRIPTION
 CD0536
 CD0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CD0536'14 MI ESE FROM SIERRA BLANCA.
 CD0536'ABOUT 14.6 MILES EAST ALONG INTERSTATE 10 AND U.S. HIGHWAY 80 FROM THE
 CD0536'JUNCTION OF RANCH ROAD 1111 AND INTERSTATE 10 AND U.S. HIGHWAY 80 IN
 CD0536'SIERRA BLANCA, 66 FEET NORTH OF THE CENTER OF A TRACK ROAD, 22.5 FEET
 CD0536'SOUTH OF AN EAST-WEST FENCE LINE, AND 2 FEET NORTHEAST OF A METAL
 CD0536'WITNESS POST WITH A SIGN ATTACHED, AND APPROXIMATELY 0.15 MILE EAST OF
 CD0536'TRIANGULATION STATION EAGLE FLAT 2 1963.  IT IS SET IN THE TOP OF A 12
 CD0536'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 CD0536'SURFACE OF THE GROUND.
 CD0536
 CD0536                          STATION RECOVERY (1981)
 CD0536
 CD0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0536'23.4 KM (14.55 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0536'FROM THE RAILROAD STATION IN SIERRA BLANCA, 0.2 KM (0.15 MI) SOUTHEAST
 CD0536'OF A POWERLINE CROSSING, 131.7 METERS (432.0 FT) SOUTH OF THE NEAR
 CD0536'RAIL, 43.9 METERS (144.0 FT) EAST-SOUTHEAST OF THE CENTER OF A FIELD
 CD0536'ROAD AND GATE, 37.2 METERS (122.0 FT) SOUTH OF THE CENTERLINE OF
 CD0536'THE EAST BOUND LANES OF INTERSTATE HIGHWAY 10, 17.1 METERS (56.0 FT)
 CD0536'NORTH OF THE CENTER OF A TRACK ROAD AND 6.4 METERS (21.0 FT) SOUTH
 CD0536'OF A FENCE.
 CD0536'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 CD0536'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0537 ***********************************************************************
 CD0537  DESIGNATION -  EAGLE FLAT 2 RM 3
 CD0537  PID         -  CD0537
 CD0537  STATE/COUNTY-  TX/HUDSPETH
 CD0537  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0537
 CD0537                         *CURRENT SURVEY CONTROL
 CD0537  ___________________________________________________________________
 CD0537* NAD 83(1986)-  31 06 26.     (N)    105 07 43.     (W)     SCALED    
 CD0537* NAVD 88     -      1360.850  (meters)    4464.72   (feet)  ADJUSTED  
 CD0537  ___________________________________________________________________
 CD0537  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CD0537  DYNAMIC HT  -        1358.682 (meters)    4457.61  (feet)  COMP
 CD0537  MODELED GRAV-     979,000.3   (mgal)                       NAVD 88
 CD0537
 CD0537  VERT ORDER  -  FIRST     CLASS II
 CD0537
 CD0537.The horizontal coordinates were scaled from a topographic map and have
 CD0537.an estimated accuracy of +/- 6 seconds.
 CD0537
 CD0537.The orthometric height was determined by differential leveling
 CD0537.and adjusted by the National Geodetic Survey in June 1991..
 CD0537
 CD0537.The geoid height was determined by GEOID03.
 CD0537
 CD0537.The dynamic height is computed by dividing the NAVD 88
 CD0537.geopotential number by the normal gravity value computed on the
 CD0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0537.degrees latitude (g = 980.6199 gals.).
 CD0537
 CD0537.The modeled gravity was interpolated from observed gravity values.
 CD0537
 CD0537;                    North         East    Units  Estimated Accuracy
 CD0537;SPC TX C     - 3,169,550.      242,740.      MT  (+/- 180 meters Scaled)
 CD0537
 CD0537                          SUPERSEDED SURVEY CONTROL
 CD0537
 CD0537.No superseded survey control is available for this station.
 CD0537
 CD0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ877414(NAD 83)
 CD0537_MARKER: DR = REFERENCE MARK DISK
 CD0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0537_STAMPING: EAGLE FLAT 2 NO 3 1963
 CD0537_PROJECTION: PROJECTING 15 CENTIMETERS
 CD0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0537+STABILITY: SURFACE MOTION
 CD0537
 CD0537  HISTORY     - Date     Condition        Report By
 CD0537  HISTORY     - 1963     MONUMENTED       CGS
 CD0537  HISTORY     - 1968     GOOD             NGS
 CD0537  HISTORY     - 1981     GOOD             NGS
 CD0537
 CD0537                          STATION DESCRIPTION
 CD0537
 CD0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CD0537'14 MI ESE FROM SIERRA BLANCA.
 CD0537'ABOUT 14.5 MILES EAST ALONG INTERSTATE 10 AND U.S. HIGHWAY 80 FROM THE
 CD0537'JUNCTION OF RANCH ROAD 1111 AND INTERSTATE 10 AND U.S. HIGHWAY 80 IN
 CD0537'SIERRA BLANCA, 75 FEET EAST OF A METAL WITNESS POST WITH A SIGN
 CD0537'ATTACHED, 31 FEET SOUTH OF T-FENCE CORNER, 1 FOOT WEST OF A
 CD0537'NORTH-SOUTH FENCE LINE, AND 73.95 FEET EAST OF TRIANGULATION STATION
 CD0537'EAGLE FLAT 2 1963.  IT IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 CD0537'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 CD0537'GROUND.
 CD0537
 CD0537                          STATION RECOVERY (1981)
 CD0537
 CD0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0537'23.3 KM (14.45 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0537'FROM THE RAILROAD STATION IN SIERRA BLANCA, AT A POWER LINE CROSSING,
 CD0537'40.5 METERS (133.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CD0537'LANES OF INTERSTATE HIGHWAY 10, 28.9 METERS (94.9 FT) EAST-NORTHEAST
 CD0537'OF RM 4, 22.6 METERS (74.0 FT) EAST OF OF TRIANGULATION STATION
 CD0537'EAGLE FLAT 2, 9.1 METERS (30.0 FT) SOUTH OF A FENCE CORNER AND 0.3
 CD0537'METERS (1.0 FT) WEST OF A FENCE.
 CD0537'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0538 ***********************************************************************
 CD0538  DESIGNATION -  EAGLE FLAT 2 RM 4
 CD0538  PID         -  CD0538
 CD0538  STATE/COUNTY-  TX/HUDSPETH
 CD0538  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0538
 CD0538                         *CURRENT SURVEY CONTROL
 CD0538  ___________________________________________________________________
 CD0538* NAD 83(1986)-  31 06 26.     (N)    105 07 43.     (W)     SCALED    
 CD0538* NAVD 88     -      1360.630  (meters)    4464.00   (feet)  ADJUSTED  
 CD0538  ___________________________________________________________________
 CD0538  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CD0538  DYNAMIC HT  -        1358.463 (meters)    4456.89  (feet)  COMP
 CD0538  MODELED GRAV-     979,000.2   (mgal)                       NAVD 88
 CD0538
 CD0538  VERT ORDER  -  FIRST     CLASS II
 CD0538
 CD0538.The horizontal coordinates were scaled from a topographic map and have
 CD0538.an estimated accuracy of +/- 6 seconds.
 CD0538
 CD0538.The orthometric height was determined by differential leveling
 CD0538.and adjusted by the National Geodetic Survey in June 1991..
 CD0538
 CD0538.The geoid height was determined by GEOID03.
 CD0538
 CD0538.The dynamic height is computed by dividing the NAVD 88
 CD0538.geopotential number by the normal gravity value computed on the
 CD0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0538.degrees latitude (g = 980.6199 gals.).
 CD0538
 CD0538.The modeled gravity was interpolated from observed gravity values.
 CD0538
 CD0538;                    North         East    Units  Estimated Accuracy
 CD0538;SPC TX C     - 3,169,550.      242,740.      MT  (+/- 180 meters Scaled)
 CD0538
 CD0538                          SUPERSEDED SURVEY CONTROL
 CD0538
 CD0538.No superseded survey control is available for this station.
 CD0538
 CD0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ877414(NAD 83)
 CD0538_MARKER: DR = REFERENCE MARK DISK
 CD0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0538_STAMPING: EAGLE FLAT 2 NO 4 1963
 CD0538_PROJECTION: PROJECTING 15 CENTIMETERS
 CD0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0538+STABILITY: SURFACE MOTION
 CD0538
 CD0538  HISTORY     - Date     Condition        Report By
 CD0538  HISTORY     - 1963     MONUMENTED       CGS
 CD0538  HISTORY     - 1968     GOOD             NGS
 CD0538  HISTORY     - 1981     GOOD             NGS
 CD0538
 CD0538                          STATION DESCRIPTION
 CD0538
 CD0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CD0538'14 MI ESE FROM SIERRA BLANCA.
 CD0538'ABOUT 14.5 MILES EAST ALONG INTERSTATE 10 AND U.S. HIGHWAY 80 FROM THE
 CD0538'JUNCTION OF RANCH ROAD 1111 AND INTERSTATE 10 AND U.S. HIGHWAY 80 IN
 CD0538'SIERRA BLANCA, 96 FEET SOUTH OF AN EAST-WEST FENCE LINE, 75 FEET WEST
 CD0538'OF A NORTH-SOUTH FENCE LINE, 74.5 FEET SOUTH OF A METAL WITNESS POST
 CD0538'WITH A SIGN ATTACHED, AND 72.91 FEET SOUTH OF TRIANGULATION STATION
 CD0538'EAGLE FLAT 2 1963.  IT IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 CD0538'MONUMENT WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 CD0538'GROUND.
 CD0538
 CD0538                          STATION RECOVERY (1981)
 CD0538
 CD0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0538'23.3 KM (14.45 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0538'FROM THE RAILROAD STATION IN SIERRA BLANCA, AT A POWERLINE CROSSING,
 CD0538'67.4 METERS (221.0 FT) NORTHEAST OF A UTILITY POLE, 60.0 METERS
 CD0538'(197.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 CD0538'INTERSTATE HIGHWAY 10, 28.9 METERS (94.9 FT) WEST-SOUTHWEST OF EAGLE
 CD0538'FLAT 2 RM 3, 22.9 METERS (75.0 FT) WEST OF A FENCE AND 22.2 METERS
 CD0538'(72.9 FT) SOUTH OF TRIANGULATION STATION EAGLE FLAT 2.
 CD0538'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0532 ***********************************************************************
 CD0532  DESIGNATION -  EAGLE FLAT AZ MK
 CD0532  PID         -  CD0532
 CD0532  STATE/COUNTY-  TX/HUDSPETH
 CD0532  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0532
 CD0532                         *CURRENT SURVEY CONTROL
 CD0532  ___________________________________________________________________
 CD0532* NAD 83(1993)-  31 06 27.94204(N)    105 07 35.48304(W)     ADJUSTED  
 CD0532* NAVD 88     -      1361.377  (meters)    4466.45   (feet)  ADJUSTED  
 CD0532  ___________________________________________________________________
 CD0532  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 CD0532  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CD0532  DYNAMIC HT  -        1359.209 (meters)    4459.34  (feet)  COMP
 CD0532  MODELED GRAV-     979,000.5   (mgal)                       NAVD 88
 CD0532
 CD0532  HORZ ORDER  -  FIRST
 CD0532  VERT ORDER  -  FIRST     CLASS II
 CD0532
 CD0532.The horizontal coordinates were established by classical geodetic methods
 CD0532.and adjusted by the National Geodetic Survey in February 1996..
 CD0532
 CD0532.The orthometric height was determined by differential leveling
 CD0532.and adjusted by the National Geodetic Survey in June 1991..
 CD0532
 CD0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0532
 CD0532.The geoid height was determined by GEOID03.
 CD0532
 CD0532.The dynamic height is computed by dividing the NAVD 88
 CD0532.geopotential number by the normal gravity value computed on the
 CD0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0532.degrees latitude (g = 980.6199 gals.).
 CD0532
 CD0532.The modeled gravity was interpolated from observed gravity values.
 CD0532
 CD0532;                    North         East     Units Scale Factor Converg.
 CD0532;SPC TX C     - 3,169,601.244   242,940.284   MT  0.99988346   -2 28 07.6
 CD0532;SPC TX C     -10,398,933.41    797,046.58   sFT  0.99988346   -2 28 07.6
 CD0532;UTM  13      - 3,441,551.616   487,934.941   MT  0.99960180   -0 03 55.3
 CD0532
 CD0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0532!SPC TX C     -   0.99978985  x   0.99988346  =   0.99967334
 CD0532!UTM  13      -   0.99978985  x   0.99960180  =   0.99939173
 CD0532
 CD0532|---------------------------------------------------------------------|
 CD0532| PID    Reference Object                     Distance      Geod. Az  |
 CD0532|                                                           dddmmss.s |
 CD0532| CD0536 EAGLE FLAT 2 AZ MK                   71.582 METERS 19547     |
 CD0532| CD0535 EAGLE FLAT 2                        203.304 METERS 26511     |
 CD0532| CD0534 EAGLE FLAT                          190.286 METERS 28547     |
 CD0532|---------------------------------------------------------------------|
 CD0532
 CD0532                          SUPERSEDED SURVEY CONTROL
 CD0532
 CD0532  NAD 83(1986)-  31 06 27.94641(N)    105 07 35.47837(W) AD(       ) 1
 CD0532  NAD 27      -  31 06 27.47489(N)    105 07 33.67402(W) AD(       ) 1
 CD0532  NGVD 29 (??/??/92) 1360.817  (m)         4464.61   (f) ADJ UNCH    1 2
 CD0532
 CD0532.Superseded values are not recommended for survey control.
 CD0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0532.See file dsdata.txt to determine how the superseded data were derived.
 CD0532
 CD0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ8793541552(NAD 83)
 CD0532_MARKER: DZ = AZIMUTH MARK DISK
 CD0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0532_STAMPING: EAGLE FLAT AZIMUTH 1934
 CD0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0532+STABILITY: SURFACE MOTION
 CD0532
 CD0532  HISTORY     - Date     Condition        Report By
 CD0532  HISTORY     - 1934     MONUMENTED       CGS
 CD0532  HISTORY     - 1956     GOOD             NGS
 CD0532
 CD0532                          STATION DESCRIPTION
 CD0532
 CD0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0532'0.1 MI E FROM EAGLE FLAT.
 CD0532'0.1 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0532'FOREMANS HOUSE AT EAGLE FLAT, 231 FEET SOUTH OF THE SOUTH RAIL OF THE
 CD0532'MAIN TRACK, 181 FEET SOUTH OF MILEPOST 754, 65 FEET SOUTH OF THE
 CD0532'CENTER LINE OF U.S. HIGHWAY 80, 44 FEET NORTH OF A FENCE, 1 FOOT NORTH
 CD0532'OF A WITNESS POST, 0.1 MILE EAST OF TRIANGULATION STATION EAGLE FLAT
 CD0532'1934, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE
 CD0532'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0539 ***********************************************************************
 CD0539  DESIGNATION -  EAGLE FLAT RM 1
 CD0539  PID         -  CD0539
 CD0539  STATE/COUNTY-  TX/HUDSPETH
 CD0539  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0539
 CD0539                         *CURRENT SURVEY CONTROL
 CD0539  ___________________________________________________________________
 CD0539* NAD 83(1986)-  31 06 29.     (N)    105 07 42.     (W)     SCALED    
 CD0539* NAVD 88     -      1361.191  (meters)    4465.84   (feet)  ADJUSTED  
 CD0539  ___________________________________________________________________
 CD0539  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CD0539  DYNAMIC HT  -        1359.023 (meters)    4458.73  (feet)  COMP
 CD0539  MODELED GRAV-     979,000.5   (mgal)                       NAVD 88
 CD0539
 CD0539  VERT ORDER  -  FIRST     CLASS II
 CD0539
 CD0539.The horizontal coordinates were scaled from a topographic map and have
 CD0539.an estimated accuracy of +/- 6 seconds.
 CD0539
 CD0539.The orthometric height was determined by differential leveling
 CD0539.and adjusted by the National Geodetic Survey in June 1991..
 CD0539
 CD0539.The geoid height was determined by GEOID03.
 CD0539
 CD0539.The dynamic height is computed by dividing the NAVD 88
 CD0539.geopotential number by the normal gravity value computed on the
 CD0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0539.degrees latitude (g = 980.6199 gals.).
 CD0539
 CD0539.The modeled gravity was interpolated from observed gravity values.
 CD0539
 CD0539;                    North         East    Units  Estimated Accuracy
 CD0539;SPC TX C     - 3,169,640.      242,770.      MT  (+/- 180 meters Scaled)
 CD0539
 CD0539                          SUPERSEDED SURVEY CONTROL
 CD0539
 CD0539  NGVD 29 (??/??/92) 1360.630  (m)         4464.00   (f) ADJ UNCH    1 2
 CD0539
 CD0539.Superseded values are not recommended for survey control.
 CD0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0539.See file dsdata.txt to determine how the superseded data were derived.
 CD0539
 CD0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ877415(NAD 83)
 CD0539_MARKER: DR = REFERENCE MARK DISK
 CD0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0539_STAMPING: EAGLE FLAT NO 1 1934
 CD0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0539+STABILITY: SURFACE MOTION
 CD0539
 CD0539  HISTORY     - Date     Condition        Report By
 CD0539  HISTORY     - 1934     MONUMENTED       CGS
 CD0539  HISTORY     - 1956     GOOD             NGS
 CD0539
 CD0539                          STATION DESCRIPTION
 CD0539
 CD0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0539'IN EAGLE FLAT.
 CD0539'AT EAGLE FLAT, 4 RAILS WEST OF THE SOUTHWEST CORNER OF THE SECTION
 CD0539'FOREMANS HOUSE, 75 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF
 CD0539'THE TEXAS AND PACIFIC RAILROAD, 159.2 FEET NORTH OF TRIANGULATION
 CD0539'STATION EAGLE FLAT 1934, 92 FEET NORTH OF THE CENTER LINE OF U.S.
 CD0539'HIGHWAY 80, 26.6 FEET SOUTHWEST OF THE 4TH POLE WEST OF MILEPOST 754,
 CD0539'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 CD0539'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0533 ***********************************************************************
 CD0533  DESIGNATION -  EAGLE FLAT RM 2
 CD0533  PID         -  CD0533
 CD0533  STATE/COUNTY-  TX/HUDSPETH
 CD0533  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0533
 CD0533                         *CURRENT SURVEY CONTROL
 CD0533  ___________________________________________________________________
 CD0533* NAD 83(1986)-  31 06 29.     (N)    105 07 42.     (W)     SCALED    
 CD0533* NAVD 88     -      1361.252  (meters)    4466.04   (feet)  ADJUSTED  
 CD0533  ___________________________________________________________________
 CD0533  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CD0533  DYNAMIC HT  -        1359.084 (meters)    4458.93  (feet)  COMP
 CD0533  MODELED GRAV-     979,000.5   (mgal)                       NAVD 88
 CD0533
 CD0533  VERT ORDER  -  FIRST     CLASS II
 CD0533
 CD0533.The horizontal coordinates were scaled from a topographic map and have
 CD0533.an estimated accuracy of +/- 6 seconds.
 CD0533
 CD0533.The orthometric height was determined by differential leveling
 CD0533.and adjusted by the National Geodetic Survey in June 1991..
 CD0533
 CD0533.The geoid height was determined by GEOID03.
 CD0533
 CD0533.The dynamic height is computed by dividing the NAVD 88
 CD0533.geopotential number by the normal gravity value computed on the
 CD0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0533.degrees latitude (g = 980.6199 gals.).
 CD0533
 CD0533.The modeled gravity was interpolated from observed gravity values.
 CD0533
 CD0533;                    North         East    Units  Estimated Accuracy
 CD0533;SPC TX C     - 3,169,640.      242,770.      MT  (+/- 180 meters Scaled)
 CD0533
 CD0533                          SUPERSEDED SURVEY CONTROL
 CD0533
 CD0533  NGVD 29 (??/??/92) 1360.692  (m)         4464.20   (f) ADJ UNCH    1 2
 CD0533
 CD0533.Superseded values are not recommended for survey control.
 CD0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0533.See file dsdata.txt to determine how the superseded data were derived.
 CD0533
 CD0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ877415(NAD 83)
 CD0533_MARKER: DR = REFERENCE MARK DISK
 CD0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0533_STAMPING: EAGLE FLAT NO 2 1934
 CD0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0533+STABILITY: SURFACE MOTION
 CD0533
 CD0533  HISTORY     - Date     Condition        Report By
 CD0533  HISTORY     - 1934     MONUMENTED       CGS
 CD0533  HISTORY     - 1956     GOOD             NGS
 CD0533
 CD0533                          STATION DESCRIPTION
 CD0533
 CD0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0533'IN EAGLE FLAT.
 CD0533'AT EAGLE FLAT, 94 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE SECTION
 CD0533'FOREMANS HOUSE, 232.4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK
 CD0533'OF THE TEXAS AND PACIFIC RAILROAD, 182.5 FEET SOUTH OF THE 3RD POLE
 CD0533'WEST OF MILEPOST 754, 122.9 FEET EAST OF TRIANGULATION STATION EAGLE
 CD0533'FLAT 1934, 66 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 4 FEET
 CD0533'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CD0533'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2660 ***********************************************************************
 AX2660  DESIGNATION -  EAGLE LAKE MUNICIPAL STANDPIPE
 AX2660  PID         -  AX2660
 AX2660  STATE/COUNTY-  TX/COLORADO
 AX2660  USGS QUAD   -  EAGLE LAKE (1981)
 AX2660
 AX2660                         *CURRENT SURVEY CONTROL
 AX2660  ___________________________________________________________________
 AX2660* NAD 83(1993)-  29 35 29.45295(N)    096 20 13.26339(W)     ADJUSTED  
 AX2660* NAVD 88     -                                                        
 AX2660  ___________________________________________________________________
 AX2660  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AX2660  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX2660
 AX2660  HORZ ORDER  -  THIRD
 AX2660
 AX2660.The horizontal coordinates were established by classical geodetic methods
 AX2660.and adjusted by the National Geodetic Survey in February 1996..
 AX2660
 AX2660
 AX2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2660
 AX2660.The geoid height was determined by GEOID03.
 AX2660
 AX2660;                    North         East     Units Scale Factor Converg.
 AX2660;SPC TXSC     - 4,197,790.162   857,932.028   MT  0.99987323   +1 18 16.7
 AX2660;SPC TXSC     -13,772,249.89  2,814,732.00   sFT  0.99987323   +1 18 16.7
 AX2660;UTM  14      - 3,276,484.569   757,931.745   MT  1.00042096   +1 18 56.7
 AX2660
 AX2660                          SUPERSEDED SURVEY CONTROL
 AX2660
 AX2660  NAD 83(1986)-  29 35 29.46746(N)    096 20 13.24860(W) AD(       ) 4
 AX2660  NAD 27      -  29 35 28.60400(N)    096 20 12.36900(W) AD(       ) 3
 AX2660
 AX2660.Superseded values are not recommended for survey control.
 AX2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2660.See file dsdata.txt to determine how the superseded data were derived.
 AX2660
 AX2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5793276485(NAD 83)
 AX2660_MARKER: 52 = STANDPIPE TANK
 AX2660
 AX2660  HISTORY     - Date     Condition        Report By
 AX2660  HISTORY     - 1935     FIRST OBSERVED   CGS
 AX2660  HISTORY     - 1943     GOOD             CGS
 AX2660  HISTORY     - 1957     GOOD             CGS
 AX2660  HISTORY     - 1963     GOOD             CGS
 AX2660
 AX2660                          STATION DESCRIPTION
 AX2660
 AX2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX2660'THIS STATION IS THE CENTER OF THE EAGLE LAKE MUNICIPAL WATER
 AX2660'STANDPIPE.  IT IS A CYLINDRICAL STEEL STANDPIPE WITH FLAT
 AX2660'TOP AND IS PAINTED SILVER.  IT IS ABOUT 110 FEET HIGH AND IS
 AX2660'QUITE PROMINENT.
 AX2660'
 AX2660'THE STANDPIPE IS ABOUT 0.25 MILE W OF THE PUBLIC SQUARE IN
 AX2660'EAGLE LAKE, ABOUT 75 FEET N OF THE MAIN STREET OF TOWN, ABOUT
 AX2660'300 FEET S OF RAILROAD TRACKS, AND ABOUT 150 FEET W OF STREET.
 AX2660'U.S. HIGHWAY 90 RUNS ALONG THE MAIN STREET OF TOWN E OF THE
 AX2660'PUBLIC SQUARE.
 AX2660
 AX2660                          STATION RECOVERY (1943)
 AX2660
 AX2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2660'THIS INTERSECTION STA. IS STANDPIPE LOCATED ON THE NW EDGE OF
 AX2660'THE TOWN OF EAGLE LAKE, 300 FEET SW OF RAILROAD TRACKS BETWEEN
 AX2660'THE TEXACO AND SHELL GASOLINE STORAGE TANKS.  IT IS THE CITY
 AX2660'WATER STANDPIPE, ABOUT 125 FEET HIGH, 25 FEET IN DIAMETER AND
 AX2660'PAINTED ALUMINUM.  THE POINT OBSERVED UPON WAS THE CENTER OF
 AX2660'THE APEX.
 AX2660
 AX2660                          STATION RECOVERY (1957)
 AX2660
 AX2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 AX2660'INTERSECTION STATION RECOVERED AS DESCRIBED.
 AX2660
 AX2660                          STATION RECOVERY (1963)
 AX2660
 AX2660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2660'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2660'FOR PROCEEDINGS TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2662 ***********************************************************************
 AX2662  DESIGNATION -  EAGLE LAKE RICE MILL
 AX2662  PID         -  AX2662
 AX2662  STATE/COUNTY-  TX/COLORADO
 AX2662  USGS QUAD   -  EAGLE LAKE (1981)
 AX2662
 AX2662                         *CURRENT SURVEY CONTROL
 AX2662  ___________________________________________________________________
 AX2662* NAD 83(1993)-  29 34 22.52193(N)    096 19 55.87456(W)     ADJUSTED  
 AX2662* NAVD 88     -                                                        
 AX2662  ___________________________________________________________________
 AX2662  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AX2662  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX2662
 AX2662  HORZ ORDER  -  THIRD
 AX2662
 AX2662.The horizontal coordinates were established by classical geodetic methods
 AX2662.and adjusted by the National Geodetic Survey in February 1996..
 AX2662
 AX2662
 AX2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2662
 AX2662.The geoid height was determined by GEOID03.
 AX2662
 AX2662;                    North         East     Units Scale Factor Converg.
 AX2662;SPC TXSC     - 4,195,740.791   858,446.795   MT  0.99987184   +1 18 25.2
 AX2662;SPC TXSC     -13,765,526.25  2,816,420.86   sFT  0.99987184   +1 18 25.2
 AX2662;UTM  14      - 3,274,434.167   758,447.181   MT  1.00042425   +1 19 02.6
 AX2662
 AX2662                          SUPERSEDED SURVEY CONTROL
 AX2662
 AX2662  NAD 83(1986)-  29 34 22.53625(N)    096 19 55.85967(W) AD(       ) 4
 AX2662  NAD 27      -  29 34 21.66800(N)    096 19 54.98200(W) AD(       ) 3
 AX2662
 AX2662.Superseded values are not recommended for survey control.
 AX2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2662.See file dsdata.txt to determine how the superseded data were derived.
 AX2662
 AX2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5844774434(NAD 83)
 AX2662_MARKER: 65 = GRAIN ELEVATOR
 AX2662
 AX2662  HISTORY     - Date     Condition        Report By
 AX2662  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2662  HISTORY     - 1957     GOOD             CGS
 AX2662  HISTORY     - 1960     GOOD             CGS
 AX2662
 AX2662                          STATION DESCRIPTION
 AX2662
 AX2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2662'THIS INTERSECTION STATION IS THE TOP OF THE ELEVATOR SHAFT
 AX2662'OF THE RICE ELEVATOR OWNED BY THE EAGLE LAKE RICE MILLING
 AX2662'COMPANY LOCATED ON THE E EDGE OF THE TOWN OF EAGLE LAKE, NW
 AX2662'AND IN THE Y OF DAR JCT.  IT IS ABOUT 135 FEET HIGH.  THE POINT
 AX2662'OBSERVED UPON WAS THE TOP OF THE ELEVATOR SHAFT.
 AX2662
 AX2662                          STATION RECOVERY (1957)
 AX2662
 AX2662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 AX2662'INTERSECTION STATION RECOVERED AS DESCRIBED EXCEPT FOR THE
 AX2662'FOLLOWING--GRAIN ELEVATOR IS NOW OWNED BY THE WINTERMANN
 AX2662'COMPANY.
 AX2662
 AX2662                          STATION RECOVERY (1960)
 AX2662
 AX2662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RPS)
 AX2662'STATION FOUND IN GOOD CONDITION, BUT ERROR IN DESCRIPTION.
 AX2662'
 AX2662'THIS STATION IS LOCATED ABOUT 0.3 MILES SOUTH OF THE EAGLE LAKE
 AX2662'CITY LIMITS, NE OF F.M. ROAD 102, SW OF THE G.C. AND S.F.
 AX2662'RAILROAD TRACKS AND N OF SANTA FE RAILROAD SECTION HOUSE.  IT
 AX2662'IT IS ABOUT 120 FEET HIGH AND OF CORRUGATED IRON.  THE POINT
 AX2662'OBSERVED WAS THE TOP OF THE ELEVATOR SHAFT.  STATION IS KNOWN
 AX2662'AS LAKESIDE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2659 ***********************************************************************
 AX2659  DESIGNATION -  EAGLE LAKE STACK
 AX2659  PID         -  AX2659
 AX2659  STATE/COUNTY-  TX/COLORADO
 AX2659  USGS QUAD   -  EAGLE LAKE (1981)
 AX2659
 AX2659                         *CURRENT SURVEY CONTROL
 AX2659  ___________________________________________________________________
 AX2659* NAD 83(1993)-  29 33 29.72891(N)    096 20 05.29545(W)     ADJUSTED  
 AX2659* NAVD 88     -                                                        
 AX2659  ___________________________________________________________________
 AX2659  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AX2659  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX2659
 AX2659  HORZ ORDER  -  THIRD
 AX2659
 AX2659.The horizontal coordinates were established by classical geodetic methods
 AX2659.and adjusted by the National Geodetic Survey in February 1996..
 AX2659
 AX2659
 AX2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2659
 AX2659.The geoid height was determined by GEOID03.
 AX2659
 AX2659;                    North         East     Units Scale Factor Converg.
 AX2659;SPC TXSC     - 4,194,110.128   858,230.359   MT  0.99987081   +1 18 20.6
 AX2659;SPC TXSC     -13,760,176.31  2,815,710.77   sFT  0.99987081   +1 18 20.6
 AX2659;UTM  14      - 3,272,802.565   758,230.912   MT  1.00042287   +1 18 55.8
 AX2659
 AX2659                          SUPERSEDED SURVEY CONTROL
 AX2659
 AX2659  NAD 83(1986)-  29 33 29.74313(N)    096 20 05.28066(W) AD(       ) 4
 AX2659  NAD 27      -  29 33 28.87300(N)    096 20 04.40200(W) AD(       ) 3
 AX2659
 AX2659.Superseded values are not recommended for survey control.
 AX2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2659.See file dsdata.txt to determine how the superseded data were derived.
 AX2659
 AX2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5823172803(NAD 83)
 AX2659_MARKER: 63 = STACK
 AX2659
 AX2659  HISTORY     - Date     Condition        Report By
 AX2659  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2659  HISTORY     - 1957     GOOD             CGS
 AX2659
 AX2659                          STATION DESCRIPTION
 AX2659
 AX2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2659'THIS INTERSECTION STATION IS THE STACK LOCATED ABOUT 3.0 MILES
 AX2659'SW OF THE TOWN OF EAGLE LAKE AT THE TOWN WATER PUMPING STATION.
 AX2659'IT IS ABOUT 125 FEET HIGH, 20 FEET IN DIAMETER AND PAINTED
 AX2659'WHITE.
 AX2659
 AX2659                          STATION RECOVERY (1957)
 AX2659
 AX2659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 AX2659'INTERSECTION STATION RECOVERED AS DESCRIBED EXCEPT FOR THE
 AX2659'FOLLOWING--STACK IS LOCATED AT THE LAKE PLANT OF THE LAKESIDE
 AX2659'IRRIGATION COMPANY AND NOT THE TOWN PUMPING STATION AS NOTED
 AX2659'IN ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0200 ***********************************************************************
 AP0200  DESIGNATION -  EAGLE PASS CABLE VISION MAST
 AP0200  PID         -  AP0200
 AP0200  STATE/COUNTY-  TX/MAVERICK
 AP0200  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0200
 AP0200                         *CURRENT SURVEY CONTROL
 AP0200  ___________________________________________________________________
 AP0200* NAD 83(1993)-  28 44 22.94468(N)    100 29 07.56579(W)     ADJUSTED  
 AP0200* NAVD 88     -                                                        
 AP0200  ___________________________________________________________________
 AP0200  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AP0200  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AP0200
 AP0200  HORZ ORDER  -  THIRD
 AP0200
 AP0200.The horizontal coordinates were established by classical geodetic methods
 AP0200.and adjusted by the National Geodetic Survey in February 1996..
 AP0200
 AP0200
 AP0200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0200
 AP0200.The geoid height was determined by GEOID03.
 AP0200
 AP0200;                    North         East     Units Scale Factor Converg.
 AP0200;SPC TXSC     - 4,101,373.389   454,915.694   MT  0.99991680   -0 43 39.8
 AP0200;SPC TXSC     -13,455,922.53  1,492,502.57   sFT  0.99991680   -0 43 39.8
 AP0200;UTM  14      - 3,180,052.150   354,948.961   MT  0.99985965   -0 42 51.7
 AP0200
 AP0200                          SUPERSEDED SURVEY CONTROL
 AP0200
 AP0200  NAD 83(1986)-  28 44 22.93981(N)    100 29 07.54369(W) AD(       ) 4
 AP0200  NAD 27      -  28 44 22.02698(N)    100 29 06.26793(W) AD(       ) 3
 AP0200
 AP0200.Superseded values are not recommended for survey control.
 AP0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0200.See file dsdata.txt to determine how the superseded data were derived.
 AP0200
 AP0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5494980052(NAD 83)
 AP0200_MARKER: 42 = RADIO/TV MAST
 AP0200
 AP0200  HISTORY     - Date     Condition        Report By
 AP0200  HISTORY     - 1972     FIRST OBSERVED   NGS
 AP0200
 AP0200                          STATION DESCRIPTION
 AP0200
 AP0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0200'THE STATION, EAGLE PASS CABLE VISION MAST, IS THE LIGHT ATOP A
 AP0200'TRIANGULAR STEEL, GUYED MAST THAT HAS AN OVERALL HEIGHT OF 250 FEET.
 AP0200'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF EAGLE PASS, ABOUT
 AP0200'200 YARDS NORTHEAST OF FARM ROAD 431 AND IS OWNED BY THE RIO GRANDE
 AP0200'TELEVISION CABLE COMPANY, A DIVISION OF COMMCO, INCORPORATED.
 AP0200'
 AP0200'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND FARM
 AP0200'ROAD 431 (LOOP) IN THE NORTH PART OF EAGLE PASS, GO EAST ON ROAD 431
 AP0200'FOR 0.5 MILE TO THE MAST ON THE LEFT MIDWAY AT THE CURVE OF THE
 AP0200'ROAD FROM EAST TO SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0235 ***********************************************************************
 AP0235  DESIGNATION -  EAGLE PASS CATHOLIC CH CROSS
 AP0235  PID         -  AP0235
 AP0235  STATE/COUNTY-  TX/MAVERICK
 AP0235  USGS QUAD   -  EAGLE PASS WEST (1983)
 AP0235
 AP0235                         *CURRENT SURVEY CONTROL
 AP0235  ___________________________________________________________________
 AP0235* NAD 83(1993)-  28 42 38.15266(N)    100 30 23.98991(W)     ADJUSTED  
 AP0235* NAVD 88     -                                                        
 AP0235  ___________________________________________________________________
 AP0235  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AP0235  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0235
 AP0235  HORZ ORDER  -  THIRD
 AP0235
 AP0235.The horizontal coordinates were established by classical geodetic methods
 AP0235.and adjusted by the National Geodetic Survey in February 1996..
 AP0235
 AP0235
 AP0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0235
 AP0235.The geoid height was determined by GEOID03.
 AP0235
 AP0235;                    North         East     Units Scale Factor Converg.
 AP0235;SPC TXSC     - 4,098,174.265   452,800.794   MT  0.99992216   -0 44 17.3
 AP0235;SPC TXSC     -13,445,426.73  1,485,563.94   sFT  0.99992216   -0 44 17.3
 AP0235;UTM  14      - 3,176,852.696   352,834.950   MT  0.99986728   -0 43 26.1
 AP0235
 AP0235                          SUPERSEDED SURVEY CONTROL
 AP0235
 AP0235  NAD 83(1986)-  28 42 38.14781(N)    100 30 23.96775(W) AD(       ) 4
 AP0235  NAD 27      -  28 42 37.22900(N)    100 30 22.70800(W) AD(       ) 3
 AP0235
 AP0235.Superseded values are not recommended for survey control.
 AP0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0235.See file dsdata.txt to determine how the superseded data were derived.
 AP0235
 AP0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5283576853(NAD 83)
 AP0235_MARKER: 90 = CHURCH SPIRE
 AP0235
 AP0235  HISTORY     - Date     Condition        Report By
 AP0235  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0235
 AP0235                          STATION DESCRIPTION
 AP0235
 AP0235'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0233 ***********************************************************************
 AP0233  DESIGNATION -  EAGLE PASS CONVENT CUPOLA
 AP0233  PID         -  AP0233
 AP0233  STATE/COUNTY-  TX/MAVERICK
 AP0233  USGS QUAD   -  EAGLE PASS WEST (1983)
 AP0233
 AP0233                         *CURRENT SURVEY CONTROL
 AP0233  ___________________________________________________________________
 AP0233* NAD 83(1993)-  28 42 58.03531(N)    100 30 03.13886(W)     ADJUSTED  
 AP0233* NAVD 88     -                                                        
 AP0233  ___________________________________________________________________
 AP0233  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AP0233  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AP0233
 AP0233  HORZ ORDER  -  THIRD
 AP0233
 AP0233.The horizontal coordinates were established by classical geodetic methods
 AP0233.and adjusted by the National Geodetic Survey in February 1996..
 AP0233
 AP0233
 AP0233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0233
 AP0233.The geoid height was determined by GEOID03.
 AP0233
 AP0233;                    North         East     Units Scale Factor Converg.
 AP0233;SPC TXSC     - 4,098,779.006   453,374.485   MT  0.99992113   -0 44 07.1
 AP0233;SPC TXSC     -13,447,410.79  1,487,446.12   sFT  0.99992113   -0 44 07.1
 AP0233;UTM  14      - 3,177,457.545   353,408.460   MT  0.99986520   -0 43 16.5
 AP0233
 AP0233                          SUPERSEDED SURVEY CONTROL
 AP0233
 AP0233  NAD 83(1986)-  28 42 58.03052(N)    100 30 03.11641(W) AD(       ) 4
 AP0233  NAD 27      -  28 42 57.11500(N)    100 30 01.83800(W) AD(       ) 3
 AP0233
 AP0233.Superseded values are not recommended for survey control.
 AP0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0233.See file dsdata.txt to determine how the superseded data were derived.
 AP0233
 AP0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5340877458(NAD 83)
 AP0233_MARKER: 86 = CUPOLA
 AP0233
 AP0233  HISTORY     - Date     Condition        Report By
 AP0233  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0233
 AP0233                          STATION DESCRIPTION
 AP0233
 AP0233'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0197 ***********************************************************************
 AP0197  DESIGNATION -  EAGLE PASS E MUN TANK
 AP0197  PID         -  AP0197
 AP0197  STATE/COUNTY-  TX/MAVERICK
 AP0197  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0197
 AP0197                         *CURRENT SURVEY CONTROL
 AP0197  ___________________________________________________________________
 AP0197* NAD 83(1993)-  28 43 10.92774(N)    100 28 43.49771(W)     ADJUSTED  
 AP0197* NAVD 88     -                                                        
 AP0197  ___________________________________________________________________
 AP0197  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AP0197  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AP0197
 AP0197  HORZ ORDER  -  THIRD
 AP0197
 AP0197.The horizontal coordinates were established by classical geodetic methods
 AP0197.and adjusted by the National Geodetic Survey in February 1996..
 AP0197
 AP0197
 AP0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0197
 AP0197.The geoid height was determined by GEOID03.
 AP0197
 AP0197;                    North         East     Units Scale Factor Converg.
 AP0197;SPC TXSC     - 4,099,148.324   455,540.617   MT  0.99992046   -0 43 28.0
 AP0197;SPC TXSC     -13,448,622.46  1,494,552.84   sFT  0.99992046   -0 43 28.0
 AP0197;UTM  14      - 3,177,827.366   355,574.373   MT  0.99985742   -0 42 38.5
 AP0197
 AP0197                          SUPERSEDED SURVEY CONTROL
 AP0197
 AP0197  NAD 83(1986)-  28 43 10.92292(N)    100 28 43.47556(W) AD(       ) 4
 AP0197  NAD 27      -  28 43 10.00673(N)    100 28 42.20042(W) AD(       ) 3
 AP0197
 AP0197.Superseded values are not recommended for survey control.
 AP0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0197.See file dsdata.txt to determine how the superseded data were derived.
 AP0197
 AP0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5557477827(NAD 83)
 AP0197_MARKER: 53 = ELEVATED TANK
 AP0197
 AP0197  HISTORY     - Date     Condition        Report By
 AP0197  HISTORY     - 1972     FIRST OBSERVED   NGS
 AP0197
 AP0197                          STATION DESCRIPTION
 AP0197
 AP0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0197'THE STATION, EAGLE PASS MUNICIPAL EAST TANK, IS THE CENTER OF THE TOP
 AP0197'OF A PEDESTAL SPHERE WATER TANK THAT HAS AN OVERALL HEIGHT OF 130
 AP0197'FEET.  THE STATION IS LOCATED AT THE EAST EDGE OF EAGLE PASS AND IS
 AP0197'OWNED BY THE EAGLE PASS WATER WORKS SYSTEM.
 AP0197'
 AP0197'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND FARM
 AP0197'ROAD 431 (LOOP) AT THE EAST EDGE OF EAGLE PASS, GO NORTH ON HIGHWAY
 AP0197'431 FOR 0.75 MILE TO A DIRT SIDE ROAD ON THE LEFT.  TURN LEFT AND
 AP0197'GO WEST ON THE DIRT ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0205 ***********************************************************************
 AP0205  DESIGNATION -  EAGLE PASS N MUN TANK
 AP0205  PID         -  AP0205
 AP0205  STATE/COUNTY-  TX/MAVERICK
 AP0205  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0205
 AP0205                         *CURRENT SURVEY CONTROL
 AP0205  ___________________________________________________________________
 AP0205* NAD 83(1993)-  28 44 59.77819(N)    100 29 53.96777(W)     ADJUSTED  
 AP0205* NAVD 88     -                                                        
 AP0205  ___________________________________________________________________
 AP0205  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AP0205  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AP0205
 AP0205  HORZ ORDER  -  THIRD
 AP0205
 AP0205.The horizontal coordinates were established by classical geodetic methods
 AP0205.and adjusted by the National Geodetic Survey in February 1996..
 AP0205
 AP0205
 AP0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0205
 AP0205.The geoid height was determined by GEOID03.
 AP0205
 AP0205;                    North         East     Units Scale Factor Converg.
 AP0205;SPC TXSC     - 4,102,523.237   453,671.361   MT  0.99991498   -0 44 02.6
 AP0205;SPC TXSC     -13,459,694.99  1,488,420.12   sFT  0.99991498   -0 44 02.6
 AP0205;UTM  14      - 3,181,201.646   353,704.429   MT  0.99986412   -0 43 14.9
 AP0205
 AP0205                          SUPERSEDED SURVEY CONTROL
 AP0205
 AP0205  NAD 83(1986)-  28 44 59.77329(N)    100 29 53.94569(W) AD(       ) 4
 AP0205  NAD 27      -  28 44 58.86140(N)    100 29 52.66826(W) AD(       ) 3
 AP0205
 AP0205.Superseded values are not recommended for survey control.
 AP0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0205.See file dsdata.txt to determine how the superseded data were derived.
 AP0205
 AP0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5370481202(NAD 83)
 AP0205_MARKER: 53 = ELEVATED TANK
 AP0205
 AP0205  HISTORY     - Date     Condition        Report By
 AP0205  HISTORY     - 1972     FIRST OBSERVED   NGS
 AP0205
 AP0205                          STATION DESCRIPTION
 AP0205
 AP0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0205'THE STATION, EAGLE PASS MUNICIPAL NORTH TANK, IS THE CENTER OF THE
 AP0205'TOP OF A PEDESTAL SPHERE WATER TANK THAT HAS AN OVERALL HEIGHT OF
 AP0205'140 FEET.  THE STATION IS LOCATED IN THE SMALL COMMUNITY OF SECCO
 AP0205'MINES AND IS OWNED BY THE EAGLE PASS WATER WORKS SYSTEM.
 AP0205'
 AP0205'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND FARM
 AP0205'ROAD 431 (LOOP) AT THE NORTH EDGE OF EAGLE PASS, GO NORTH ON HIGHWAY
 AP0205'277 FOR 0.8 MILE TO A DIRT SIDE ROAD ON THE LEFT AT THE POINT WHERE
 AP0205'HIGHWAY 277 CURVES TO THE RIGHT.  TURN LEFT AND GO WEST ON THE
 AP0205'DIRT ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0204 ***********************************************************************
 AP0204  DESIGNATION -  EAGLE PASS RAD STA KEPS MAST
 AP0204  PID         -  AP0204
 AP0204  STATE/COUNTY-  TX/MAVERICK
 AP0204  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0204
 AP0204                         *CURRENT SURVEY CONTROL
 AP0204  ___________________________________________________________________
 AP0204* NAD 83(1993)-  28 43 58.22413(N)    100 29 35.47796(W)     ADJUSTED  
 AP0204* NAVD 88     -                                                        
 AP0204  ___________________________________________________________________
 AP0204  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AP0204  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AP0204
 AP0204  HORZ ORDER  -  THIRD
 AP0204
 AP0204.The horizontal coordinates were established by classical geodetic methods
 AP0204.and adjusted by the National Geodetic Survey in February 1996..
 AP0204
 AP0204
 AP0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0204
 AP0204.The geoid height was determined by GEOID03.
 AP0204
 AP0204;                    North         East     Units Scale Factor Converg.
 AP0204;SPC TXSC     - 4,100,622.098   454,148.737   MT  0.99991804   -0 43 53.5
 AP0204;SPC TXSC     -13,453,457.67  1,489,986.31   sFT  0.99991804   -0 43 53.5
 AP0204;UTM  14      - 3,179,300.721   354,182.224   MT  0.99986240   -0 43 04.6
 AP0204
 AP0204                          SUPERSEDED SURVEY CONTROL
 AP0204
 AP0204  NAD 83(1986)-  28 43 58.21926(N)    100 29 35.45582(W) AD(       ) 4
 AP0204  NAD 27      -  28 43 57.30533(N)    100 29 34.17913(W) AD(       ) 3
 AP0204
 AP0204.Superseded values are not recommended for survey control.
 AP0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0204.See file dsdata.txt to determine how the superseded data were derived.
 AP0204
 AP0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5418279301(NAD 83)
 AP0204_MARKER: 42 = RADIO/TV MAST
 AP0204
 AP0204  HISTORY     - Date     Condition        Report By
 AP0204  HISTORY     - 1972     FIRST OBSERVED   NGS
 AP0204
 AP0204                          STATION DESCRIPTION
 AP0204
 AP0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0204'THE STATION, EAGLE PASS RADIO STATION MAST KEPS, IS THE LIGHT ATOP A
 AP0204'TRIANGULAR STEEL, GUYED MAST, THAT HAS AN OVERALL HEIGHT OF 220
 AP0204'FEET.  THE MAST IS LOCATED IN THE NORTH PART OF EAGLE PASS AND IS
 AP0204'OWNED BY THE EAGLE PASS BROADCASTING SYSTEM.
 AP0204'
 AP0204'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND FARM
 AP0204'ROAD 431 (LOOP) AT THE NORTH EDGE OF EAGLE PASS, GO SOUTH ON HIGHWAY
 AP0204'277 FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST
 AP0204'FOR 0.15 MILE TO THE MAST ON THE LEFT ABOUT 150 YARDS NORTHEAST OF
 AP0204'THE RADIO STATION BROADCASTING BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0201 ***********************************************************************
 AP0201  DESIGNATION -  EAGLE PASS S MUN TANK
 AP0201  PID         -  AP0201
 AP0201  STATE/COUNTY-  TX/MAVERICK
 AP0201  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0201
 AP0201                         *CURRENT SURVEY CONTROL
 AP0201  ___________________________________________________________________
 AP0201* NAD 83(1993)-  28 41 43.86743(N)    100 29 21.31194(W)     ADJUSTED  
 AP0201* NAVD 88     -                                                        
 AP0201  ___________________________________________________________________
 AP0201  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AP0201  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AP0201
 AP0201  HORZ ORDER  -  THIRD
 AP0201
 AP0201.The horizontal coordinates were established by classical geodetic methods
 AP0201.and adjusted by the National Geodetic Survey in February 1996..
 AP0201
 AP0201
 AP0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0201
 AP0201.The geoid height was determined by GEOID03.
 AP0201
 AP0201;                    North         East     Units Scale Factor Converg.
 AP0201;SPC TXSC     - 4,096,481.497   454,480.411   MT  0.99992504   -0 43 46.6
 AP0201;SPC TXSC     -13,439,873.04  1,491,074.48   sFT  0.99992504   -0 43 46.6
 AP0201;UTM  14      - 3,175,160.448   354,514.891   MT  0.99986121   -0 42 54.7
 AP0201
 AP0201                          SUPERSEDED SURVEY CONTROL
 AP0201
 AP0201  NAD 83(1986)-  28 41 43.86257(N)    100 29 21.28971(W) AD(       ) 4
 AP0201  NAD 27      -  28 41 42.94336(N)    100 29 20.01430(W) AD(       ) 3
 AP0201
 AP0201.Superseded values are not recommended for survey control.
 AP0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0201.See file dsdata.txt to determine how the superseded data were derived.
 AP0201
 AP0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5451575160(NAD 83)
 AP0201_MARKER: 53 = ELEVATED TANK
 AP0201
 AP0201  HISTORY     - Date     Condition        Report By
 AP0201  HISTORY     - 1972     FIRST OBSERVED   NGS
 AP0201
 AP0201                          STATION DESCRIPTION
 AP0201
 AP0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0201'THE STATION, EAGLE PASS MUNICIPAL SOUTH TANK, IS THE CENTER OF THE
 AP0201'TOP OF A PEDESTAL SPHERE WATER TANK THAT HAS AN OVERALL HEIGHT OF
 AP0201'125 FEET.  THE STATION IS LOCATED AT THE SOUTH EDGE OF EAGLE PASS
 AP0201'AND IS OWNED BY THE EAGLE PASS WATER WORKS SYSTEM.
 AP0201'
 AP0201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND FARM
 AP0201'ROAD 375 IN THE EAST PART OF EAGLE PASS, GO SOUTH AND SOUTHWEST ON
 AP0201'ROAD 375 FOR 0.9 MILE TO A REVERSE FORK (THE JUNCTION WITH FARM
 AP0201'ROAD 1021) AND A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 AP0201'PAVED ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT ABOUT 100 YARDS
 AP0201'SOUTH OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0196 ***********************************************************************
 AP0196  DESIGNATION -  EAGLE PASS ST HWY DEPT RAD MAS
 AP0196  PID         -  AP0196
 AP0196  STATE/COUNTY-  TX/MAVERICK
 AP0196  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0196
 AP0196                         *CURRENT SURVEY CONTROL
 AP0196  ___________________________________________________________________
 AP0196* NAD 83(1993)-  28 42 28.87940(N)    100 28 37.57358(W)     ADJUSTED  
 AP0196* NAVD 88     -                                                        
 AP0196  ___________________________________________________________________
 AP0196  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AP0196  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0196
 AP0196  HORZ ORDER  -  THIRD
 AP0196
 AP0196.The horizontal coordinates were established by classical geodetic methods
 AP0196.and adjusted by the National Geodetic Survey in February 1996..
 AP0196
 AP0196
 AP0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0196
 AP0196.The geoid height was determined by GEOID03.
 AP0196
 AP0196;                    North         East     Units Scale Factor Converg.
 AP0196;SPC TXSC     - 4,097,851.980   455,685.018   MT  0.99992265   -0 43 25.1
 AP0196;SPC TXSC     -13,444,369.37  1,495,026.60   sFT  0.99992265   -0 43 25.1
 AP0196;UTM  14      - 3,176,531.141   355,719.080   MT  0.99985690   -0 42 34.7
 AP0196
 AP0196                          SUPERSEDED SURVEY CONTROL
 AP0196
 AP0196  NAD 83(1986)-  28 42 28.87460(N)    100 28 37.55139(W) AD(       ) 4
 AP0196  NAD 27      -  28 42 27.95758(N)    100 28 36.27666(W) AD(       ) 3
 AP0196
 AP0196.Superseded values are not recommended for survey control.
 AP0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0196.See file dsdata.txt to determine how the superseded data were derived.
 AP0196
 AP0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5571976531(NAD 83)
 AP0196_MARKER: 42 = RADIO/TV MAST
 AP0196
 AP0196  HISTORY     - Date     Condition        Report By
 AP0196  HISTORY     - 1972     FIRST OBSERVED   NGS
 AP0196
 AP0196                          STATION DESCRIPTION
 AP0196
 AP0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0196'THE STATION, EAGLE PASS RADIO MAST KCU 244, IS THE LIGHT ATOP A
 AP0196'TRIANGULAR STEEL, GUYED MAST THAT HAS AN OVERALL HEIGHT OF 107 FEET.
 AP0196'THE STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY 277 AND FARM
 AP0196'ROAD 431 (LOOP) AT THE EAST EDGE OF EAGLE PASS AND IS OWNED BY THE
 AP0196'TEXAS STATE HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0203 ***********************************************************************
 AP0203  DESIGNATION -  EAGLE PASS W MUN TANK
 AP0203  PID         -  AP0203
 AP0203  STATE/COUNTY-  TX/MAVERICK
 AP0203  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0203
 AP0203                         *CURRENT SURVEY CONTROL
 AP0203  ___________________________________________________________________
 AP0203* NAD 83(1993)-  28 42 47.39645(N)    100 29 32.76488(W)     ADJUSTED  
 AP0203* NAVD 88     -                                                        
 AP0203  ___________________________________________________________________
 AP0203  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AP0203  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0203
 AP0203  HORZ ORDER  -  THIRD
 AP0203
 AP0203.The horizontal coordinates were established by classical geodetic methods
 AP0203.and adjusted by the National Geodetic Survey in February 1996..
 AP0203
 AP0203
 AP0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0203
 AP0203.The geoid height was determined by GEOID03.
 AP0203
 AP0203;                    North         East     Units Scale Factor Converg.
 AP0203;SPC TXSC     - 4,098,440.978   454,194.523   MT  0.99992168   -0 43 52.2
 AP0203;SPC TXSC     -13,446,301.78  1,490,136.53   sFT  0.99992168   -0 43 52.2
 AP0203;UTM  14      - 3,177,119.738   354,228.533   MT  0.99986224   -0 43 01.7
 AP0203
 AP0203                          SUPERSEDED SURVEY CONTROL
 AP0203
 AP0203  NAD 83(1986)-  28 42 47.39162(N)    100 29 32.74257(W) AD(       ) 4
 AP0203  NAD 27      -  28 42 46.47554(N)    100 29 31.46646(W) AD(       ) 3
 AP0203
 AP0203.Superseded values are not recommended for survey control.
 AP0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0203.See file dsdata.txt to determine how the superseded data were derived.
 AP0203
 AP0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5422977120(NAD 83)
 AP0203_MARKER: 51 = TANK
 AP0203
 AP0203  HISTORY     - Date     Condition        Report By
 AP0203  HISTORY     - 1972     FIRST OBSERVED   NGS
 AP0203
 AP0203                          STATION DESCRIPTION
 AP0203
 AP0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0203'THE STATION, EAGLE PASS MUNICIPAL TANK, IS THE CENTER OF THE BASE OF
 AP0203'A LARGE NON-ELEVATED WATER TANK THAT HAS AN OVERALL HEIGHT OF ABOUT
 AP0203'60 FEET.  IT IS LOCATED ON THE HIGHEST HILL IN EAGLE PASS AT THE
 AP0203'INTERSECTION OF HILLCREST BOULEVARD AND COLORADO STREET.
 AP0203'
 AP0203'THE DISTANCE WAS MEASURED FROM TRIANGULATION STATION LAPLACE 2, THE
 AP0203'DISTANCE BEING 95.12 FEET OR (28.993 METERS) SOUTH-SOUTHWEST OF
 AP0203'STATION LAPLACE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0234 ***********************************************************************
 AP0234  DESIGNATION -  EAGLE PASS WATER PWR PLANT STK
 AP0234  PID         -  AP0234
 AP0234  STATE/COUNTY-  TX/MAVERICK
 AP0234  USGS QUAD   -  EAGLE PASS WEST (1983)
 AP0234
 AP0234                         *CURRENT SURVEY CONTROL
 AP0234  ___________________________________________________________________
 AP0234* NAD 83(1993)-  28 42 39.92043(N)    100 30 25.08183(W)     ADJUSTED  
 AP0234* NAVD 88     -                                                        
 AP0234  ___________________________________________________________________
 AP0234  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AP0234  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0234
 AP0234  HORZ ORDER  -  THIRD
 AP0234
 AP0234.The horizontal coordinates were established by classical geodetic methods
 AP0234.and adjusted by the National Geodetic Survey in February 1996..
 AP0234
 AP0234
 AP0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0234
 AP0234.The geoid height was determined by GEOID03.
 AP0234
 AP0234;                    North         East     Units Scale Factor Converg.
 AP0234;SPC TXSC     - 4,098,229.062   452,771.864   MT  0.99992207   -0 44 17.8
 AP0234;SPC TXSC     -13,445,606.51  1,485,469.02   sFT  0.99992207   -0 44 17.8
 AP0234;UTM  14      - 3,176,907.483   352,806.008   MT  0.99986738   -0 43 26.6
 AP0234
 AP0234                          SUPERSEDED SURVEY CONTROL
 AP0234
 AP0234  NAD 83(1986)-  28 42 39.91566(N)    100 30 25.05936(W) AD(       ) 4
 AP0234  NAD 27      -  28 42 38.99600(N)    100 30 23.78800(W) AD(       ) 3
 AP0234
 AP0234.Superseded values are not recommended for survey control.
 AP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0234.See file dsdata.txt to determine how the superseded data were derived.
 AP0234
 AP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5280676907(NAD 83)
 AP0234_MARKER: 63 = STACK
 AP0234
 AP0234  HISTORY     - Date     Condition        Report By
 AP0234  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0234
 AP0234                          STATION DESCRIPTION
 AP0234
 AP0234'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1604 ***********************************************************************
 AW1604  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1604  DESIGNATION -  EAGLE POINT
 AW1604  PID         -  AW1604
 AW1604  STATE/COUNTY-  TX/GALVESTON
 AW1604  USGS QUAD   -  TEXAS CITY (1994)
 AW1604
 AW1604                         *CURRENT SURVEY CONTROL
 AW1604  ___________________________________________________________________
 AW1604* NAD 83(1993)-  29 29 45.54579(N)    094 54 37.65353(W)     ADJUSTED  
 AW1604* NAVD 88     -         3.04   (meters)      10.0    (feet)  GPS OBS   
 AW1604  ___________________________________________________________________
 AW1604  X           -    -475,583.299 (meters)                     COMP
 AW1604  Y           -  -5,535,565.185 (meters)                     COMP
 AW1604  Z           -   3,121,855.630 (meters)                     COMP
 AW1604  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW1604  ELLIP HEIGHT-         -23.86  (meters)          (02/14/02) GPS OBS
 AW1604  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1604
 AW1604  HORZ ORDER  -  FIRST
 AW1604  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1604  ELLP ORDER  -  FOURTH    CLASS II
 AW1604
 AW1604.The horizontal coordinates were established by GPS observations
 AW1604.and adjusted by the National Geodetic Survey in December 2001..
 AW1604
 AW1604.The orthometric height was determined by GPS observations and a
 AW1604.high-resolution geoid model using precise GPS observation and
 AW1604.processing techniques.
 AW1604.The vertical order pertains to the NGVD 29 superseded value.
 AW1604
 AW1604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1604
 AW1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1604
 AW1604.The ellipsoidal height was determined by GPS observations
 AW1604.and is referenced to NAD 83.
 AW1604
 AW1604.The geoid height was determined by GEOID03.
 AW1604
 AW1604;                    North         East     Units Scale Factor Converg.
 AW1604;SPC TXSC     - 4,191,197.750   996,429.738   MT  0.99986718   +2 00 12.7
 AW1604;SPC TXSC     -13,750,621.28  3,269,119.90   sFT  0.99986718   +2 00 12.7
 AW1604;UTM  15      - 3,264,459.137   314,798.843   MT  1.00002323   -0 56 27.3
 AW1604
 AW1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1604!SPC TXSC     -   1.00000375  x   0.99986718  =   0.99987093
 AW1604!UTM  15      -   1.00000375  x   1.00002323  =   1.00002698
 AW1604
 AW1604:                Primary Azimuth Mark                     Grid Az
 AW1604:SPC TXSC     -  HOUSTON SHIP CHAN LT 12 1932             094 18 39.0
 AW1604:UTM  15      -  HOUSTON SHIP CHAN LT 12 1932             097 15 19.0
 AW1604
 AW1604|---------------------------------------------------------------------|
 AW1604| PID    Reference Object                     Distance      Geod. Az  |
 AW1604|                                                           dddmmss.s |
 AW1604| AW5850 HOUSTON SHIP CHAN LT 12 1932        APPROX. 4.6 KM 0961851.7 |
 AW1604| AW5853 HOUSTON SHIP CHAN LT 11 1932        APPROX. 4.4 KM 0972906.7 |
 AW1604| AW5845 HOUSTON SHIP CHAN LT 10 1932        APPROX. 6.2 KM 1163613.2 |
 AW1604| AW5846 HOUSTON SHIP CHAN LT 9 1932         APPROX. 6.1 KM 1175707.7 |
 AW1604| AW5840 HOUSTON SHIP CHAN LT 8              APPROX. 8.2 KM 1271838.4 |
 AW1604| AW5842 HOUSTON SHIP CHAN LT 7              APPROX. 8.1 KM 1282641.4 |
 AW1604| AW5856 DOLLAR POINT BCN                    APPROX. 5.6 KM 1332439.8 |
 AW1604| AW1603 EAGLE POINT RM 1                     25.910 METERS 15721     |
 AW1604| AW6024 MOORE                               APPROX. 7.2 KM 1644547.1 |
 AW1604| AW6035 TEXAS CITY SUGAR REF STACK          APPROX.13.1 KM 1720344.5 |
 AW1604| AW6039 DICKSON BAYOU BEACON 1              APPROX. 4.3 KM 1873719.1 |
 AW1604| AW1602 EAGLE POINT RM 2                                   23200     |
 AW1604| AW6767 DICKINSON ICE AND FUEL CO TANK      APPROX.14.5 KM 2553644.7 |
 AW1604| AW1605 G 1205                              APPROX. 0.5 KM 2775431.0 |
 AW1604|---------------------------------------------------------------------|
 AW1604
 AW1604                          SUPERSEDED SURVEY CONTROL
 AW1604
 AW1604  ELLIP H (12/03/01)  -23.85   (m)                       GP(       ) 4 2
 AW1604  ELLIP H (10/25/00)  -23.82   (m)                       GP(       ) 4 1
 AW1604  NAD 83(1993)-  29 29 45.54698(N)    094 54 37.65279(W) AD(       ) 1
 AW1604  ELLIP H (10/17/96)  -23.70   (m)                       GP(       ) 3 1
 AW1604  NAD 83(1993)-  29 29 45.54356(N)    094 54 37.65952(W) AD(       ) 2
 AW1604  NAD 83(1986)-  29 29 45.55979(N)    094 54 37.64087(W) AD(       ) 2
 AW1604  NAD 27      -  29 29 44.73411(N)    094 54 36.92059(W) AD(       ) 2
 AW1604  NGVD 29 (??/??/92)    3.113  (m)           10.21   (f) ADJ UNCH    1 2
 AW1604
 AW1604.Superseded values are not recommended for survey control.
 AW1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1604.See file dsdata.txt to determine how the superseded data were derived.
 AW1604
 AW1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1479964459(NAD 83)
 AW1604_MARKER: DS = TRIANGULATION STATION DISK
 AW1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1604_STAMPING: EAGLE PT 1932
 AW1604_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1604+STABILITY: SURFACE MOTION
 AW1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1604+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1995
 AW1604
 AW1604  HISTORY     - Date     Condition        Report By
 AW1604  HISTORY     - 1932     MONUMENTED       CGS
 AW1604  HISTORY     - 1953     GOOD             CGS
 AW1604  HISTORY     - 1960     GOOD             CGS
 AW1604  HISTORY     - 1961     GOOD             CGS
 AW1604  HISTORY     - 1962     GOOD             CGS
 AW1604  HISTORY     - 1963     GOOD             CGS
 AW1604  HISTORY     - 1964     GOOD             CGS
 AW1604  HISTORY     - 1965     GOOD             CGS
 AW1604  HISTORY     - 1973     GOOD             NGS
 AW1604  HISTORY     - 1973     GOOD             NGS
 AW1604  HISTORY     - 1974     GOOD             NGS
 AW1604  HISTORY     - 1974     GOOD             NGS
 AW1604  HISTORY     - 1978     GOOD             NGS
 AW1604  HISTORY     - 1987     GOOD             USPSQD
 AW1604  HISTORY     - 1987     GOOD             USPSQD
 AW1604  HISTORY     - 1987     GOOD             USPSQD
 AW1604  HISTORY     - 1987     GOOD             USPSQD
 AW1604  HISTORY     - 1988     GOOD             USPSQD
 AW1604  HISTORY     - 1988     GOOD             USPSQD
 AW1604  HISTORY     - 1988     GOOD             USPSQD
 AW1604  HISTORY     - 1988     GOOD             USPSQD
 AW1604  HISTORY     - 1988     GOOD             USPSQD
 AW1604  HISTORY     - 1988     GOOD             USPSQD
 AW1604  HISTORY     - 1988     GOOD             USPSQD
 AW1604  HISTORY     - 1988     GOOD             USPSQD
 AW1604  HISTORY     - 1988     GOOD             USPSQD
 AW1604  HISTORY     - 1988     GOOD             USPSQD
 AW1604  HISTORY     - 1988     GOOD             USPSQD
 AW1604  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1604  HISTORY     - 1988     GOOD             USPSQD
 AW1604  HISTORY     - 1988     GOOD             USPSQD
 AW1604  HISTORY     - 1989     GOOD             USPSQD
 AW1604  HISTORY     - 1989     GOOD             USPSQD
 AW1604  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1604  HISTORY     - 1990     GOOD             USPSQD
 AW1604  HISTORY     - 1991     GOOD             USPSQD
 AW1604  HISTORY     - 19950330 GOOD             HGCSD
 AW1604
 AW1604                          STATION DESCRIPTION
 AW1604
 AW1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW1604'STATION IS LOCATED ON EDWARDS POINT, LOCALLY KNOWN AS EAGLE POINT.
 AW1604'IT IS ON THE W SHORE OF GALVESTON BAY, ABOUT 1 MILE NE OF THE
 AW1604'VILLAGE OF SAN LEON, ABOUT 18 MILES S OF LA PORTE, AND ON THE
 AW1604'PROPERTY OF E.M. BIGGERS.  IT IS 15.9 FEET (4.84 METERS) NNW
 AW1604'TO THE NE CORNER OF A PICNIC PAVILION 23.6 FEET (7.19 METERS)
 AW1604'SW TO THE SE CORNER OF THE SAME STRUCTURE, 58.4 FEET (17.80
 AW1604'METERS) NE TO THE SW CORNER OF A YELLOW DOUBLE GARAGE OWNED
 AW1604'BY MR. BIGGERS, 121.4 FEET (37 METERS) N TO BLUFF AT BAY
 AW1604'SHORE, AND 189.0 FEET (57.62 METERS) SE TO WATER TANK.
 AW1604'
 AW1604'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 AW1604'IN CONCRETE.
 AW1604'
 AW1604'REFERENCE MARK 1 IS SSE FROM STATION.
 AW1604'
 AW1604'REFERENCE MARK 2 IS SW FROM STATION, AT THE INTERSECTION OF
 AW1604'SAN LEON ROAD AND A SHELL DRIVE TO CAMP EAGLE.  MARK IS 8.9
 AW1604'METERS N OF THE CENTER LINE OF SAN LEON ROAD AND 9.5 METERS E OF
 AW1604'SHELL DRIVE TO CAMP EAGLE.
 AW1604'
 AW1604'HEIGHT OF LIGHT ABOVE STATION MARK - 6.0 METERS.
 AW1604
 AW1604                          STATION RECOVERY (1953)
 AW1604
 AW1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AW1604'8.0 MI. NW ALONG STATE HIGHWAY 146 FROM THE CITY HALL AT TEXAS
 AW1604'CITY, THENCE 5.3 MI. NE ALONG AN OILED ROAD, THENCE 1.1 MI. NE
 AW1604'ALONG A SHELL ROAD, AT CAMP EAGLE, 184 FT. NW OF THE NW CORNER
 AW1604'OF A WATER TOWER, 75 FT. NW OF A TELEPHONE POLE, A
 AW1604'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 AW1604'WHICH IS FLUSH WITH THE GROUND, AND STAMPED EAGLE PT 1932.
 AW1604'
 AW1604'REFERENCE MARK 1 IS 148 FT. N OF THE N SIDE OF A CABIN, 99
 AW1604'FT. NW OF THE NW CORNER OF A WATER TOWER, AT CAMP EAGLE, 9 FT.
 AW1604'E OF A TELEPHONE POLE, A REFERENCE-MARK DISK, SET IN THE TOP OF A
 AW1604'CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, AND
 AW1604'STAMPED EAGLE PT NO 1 1932.
 AW1604'
 AW1604'REFERENCE MARK 2 IS AT CAMP EAGLE, IN THE SW CORNER OF A YARD,
 AW1604'27 FT. N OF THE CENTERLINE OF AN E-AND-W ROAD, 27 FT. E OF THE
 AW1604'CENTERLINE OF A SHELL ROAD LEADING N, 67 FT. SW OF THE SW
 AW1604'CORNER OF A HOUSE, 10.3 FT. NE OF A POWER POLE, 0.2 MI. SW OF
 AW1604'THE TRIANGULATION STATION, A REFERENCE-MARK DISK, SET IN THE
 AW1604'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND,
 AW1604'AND STAMPED EAGLE PT NO 2 1932.
 AW1604
 AW1604                          STATION RECOVERY (1960)
 AW1604
 AW1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW1604'THE STATION MARK AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.
 AW1604'R.M. 2 WAS NOT FOUND ALTHOUGH IT IS BELIEVED TO BE INTACT.
 AW1604'A LONG SEARCH WAS NOT MADE.  THE DISTANCE TO R.M. 1 WAS VERIFIED.
 AW1604'THE RECOVERY NOTE BY C.R.R. IN 1953 IS ADEQUATE WITH THE
 AW1604'FOLLOWING ADDITIONS--
 AW1604'
 AW1604'THE STATION MARK IS 191.0 FEET SOUTH OF THE MEAN HIGH-WATER LINE
 AW1604'AND 21.0 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  IT IS
 AW1604'STAMPED EAGLE PT 1932 AND IS FLUSH WITH THE GROUND.  A 45 FOOT
 AW1604'STEEL OBSERVATION TOWER IS OVER THE STATION.
 AW1604'
 AW1604'R.M. 1 IS STAMPED EAGLE PT NO 1 1932 AND PROJECTS 0.2 FOOT ABOVE
 AW1604'THE GROUND.
 AW1604
 AW1604                          STATION RECOVERY (1961)
 AW1604
 AW1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW1604'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE
 AW1604'BY J.K.W. IN 1960 IS GOOD EXCEPT THAT THE OBSERVATION TOWER HAS
 AW1604'BEEN REMOVED.
 AW1604
 AW1604                          STATION RECOVERY (1962)
 AW1604
 AW1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604'
 AW1604'1953 AND 1960 DESCRIPTION ADEQUATE.
 AW1604
 AW1604                          STATION RECOVERY (1963)
 AW1604
 AW1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW1604'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION
 AW1604'IS ADEQUATE.
 AW1604
 AW1604                          STATION RECOVERY (1964)
 AW1604
 AW1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW1604'ABOUT 5.95 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE
 AW1604'POST OFFICE AT KEMAH, THENCE 5.8 MILES NORTHEAST ALONG FARM
 AW1604'ROAD 517, THENCE 0.5 MILE EAST ALONG A PAVED ROAD, THENCE 0.15
 AW1604'MILE NORTH ALONG A SHELL ROAD, AT THE NORTHEAST EDGE OF SAN
 AW1604'LEON, 21 FEET WEST OF THE CENTER LINE OF THE SHELL ROAD, 89
 AW1604'FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL ICE HOUSE, 86
 AW1604'FEET NORTHWEST OF A TELEPHONE POLE BRACED BY A GUY WIRE, 85
 AW1604'FEET NORTHWEST OF R.M. 1, ABOUT LEVEL WITH THE ROAD, AND SET
 AW1604'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1604'
 AW1604'R.M. 1 (EAGLE POINT TIDAL 2 EDWARDS POINT) IS AT THE NORTHEAST
 AW1604'EDGE OF SAN LEON, 32 FEET EAST OF THE CENTER LINE OF THE SHELL
 AW1604'ROAD, 100 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 AW1604'BUILDING WITH A SMALL WATER TANK, 85 FEET SOUTHEAST OF THE
 AW1604'STATION MARK, 9 FEET EAST OF A TELEPHONE POLE BRACED BY A GUY
 AW1604'WIRE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AW1604'CONCRETE POST FLUSH WITH THE GROUND.
 AW1604'
 AW1604'R.M. 2 (EAGLE POINT TIDAL 3 EDWARDS POINT) IS 30 FEET EAST OF
 AW1604'THE CENTER LINE OF 3RD STREET, 29 FEET NORTH OF THE CENTER LINE
 AW1604'OF AVENUE B, 67-1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AW1604'HOUSE, 10-1/2 FEET NORTHEAST OF A COMBINATION POWER AND TELEPHONE
 AW1604'POLE, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A
 AW1604'CONCRETE POST PROJECTING 4 INCHES.
 AW1604
 AW1604                          STATION RECOVERY (1965)
 AW1604
 AW1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW1604'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS ARE
 AW1604'ADEQUATE.
 AW1604
 AW1604                          STATION RECOVERY (1973)
 AW1604
 AW1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1604'EAGLE POINT STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 AW1604'RECOVERED IN GOOD CONDITION AND LEVELED TO IN THE RE-LEVELING
 AW1604'OF THE HOUSTON-GALVESTON AREA IN MAY 1973.
 AW1604'
 AW1604'THE STATION MARK STAMPED EAGLE PT 1932, 21.0 FEET WEST OF THE
 AW1604'CENTER LINE OF A GRAVELED ROAD, 89.0 FEET SOUTH OF THE SOUTHEAST
 AW1604'CORNER OF A ICE HOUSE, 88.5 FEET SOUTH-SOUTHEAST OF POWER POLE
 AW1604'NO. 115, IN THE TOP OF A CONCRETE POST, LEVEL WITH THE ROAD.
 AW1604'
 AW1604'REFERENCE MARK STAMPED EAGLE PT NO 1 1932, 32.0 FEET EAST OF
 AW1604'THE CENTER LINE OF GRAVELED ROAD, 85.0 FEET SOUTHEAST OF THE
 AW1604'STATION MARK, 116.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 AW1604'METAL BUILDING, IN THE TOP OF A CONCRETE POST, LEVEL WITH THE
 AW1604'ROAD.
 AW1604'
 AW1604'REFERENCE MARK STAMPED EAGLE PT NO 2 1932, 0.15 MILE SOUTH OF
 AW1604'THE STATION MARK, AT THE JUNCTION OF AVENUE B AND 3RD STREET,
 AW1604'29.0 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 67.5 FEET
 AW1604'SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 30.0 FEET EAST
 AW1604'OF THE CENTER LINE OF THE STREET, 10.5 FEET EAST-NORTHEAST
 AW1604'OF A POWER POLE, IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 AW1604'FOOT ABOVE THE GROUND, AND LEVEL WITH THE STREET.
 AW1604'
 AW1604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 AW1604'NORTHEAST OF THE POST OFFICE AT SAN LEON.
 AW1604
 AW1604                          STATION RECOVERY (1973)
 AW1604
 AW1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1604'1.0 MI NE FROM SAN LEON.
 AW1604'0.35 MILE EAST ALONG FARM ROAD NO. 517 FROM THE POST OFFICE AT SAN
 AW1604'LEON, THENCE 0.5 MILE EAST ALONG AVENUE B, THENCLE 0.15 MILE NORTH
 AW1604'ALONG A SHELL ROAD, 21.0 FEET WEST OF THE CENTER LINE OF THE SHELL
 AW1604'ROAD, 89.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A ICE HOUSE, 88.5
 AW1604'FEET SOUTH-SOUTHEAST OF POWER POLE NO. 115, 85.0 FEET NORTHWEST AND
 AW1604'ACROSS THE SHELL ROAD FROM EAGLE POINT NO 1, IN THE TOP OF A CONCRETE
 AW1604'POST FLUSH WITH THE GROUND, AND LEVEL WITH THE ROAD.
 AW1604
 AW1604                          STATION RECOVERY (1974)
 AW1604
 AW1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW1604'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 AW1604'THE 1932 DESCRIPTION.  ALL THE MARKS WERE IN GOOD CONDITION.
 AW1604'REFERENCE MARK 2 WILL NOT SEE THE STATION DUE TO HOUSES BUILT
 AW1604'ON LINE.
 AW1604'
 AW1604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 AW1604'NORTHEAST OF SAN LEON.
 AW1604
 AW1604                          STATION RECOVERY (1974)
 AW1604
 AW1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1978)
 AW1604
 AW1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1604'ADD=8 FEET SOUTHEAST OF WHITE POST WITH WITNESS POST SHIELD.
 AW1604'NOTE=THE MARK IS LEANING TO THE NORTH, BUT STILL SOLID.
 AW1604
 AW1604                          STATION RECOVERY (1987)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1987)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1987)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1987)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1987 (CB)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1604'MARK NOT FOUND.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1988)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1989)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1989)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1989)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1604'MARK NOT FOUND.
 AW1604
 AW1604                          STATION RECOVERY (1990)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1991)
 AW1604
 AW1604'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1604'RECOVERED IN GOOD CONDITION.
 AW1604
 AW1604                          STATION RECOVERY (1995)
 AW1604
 AW1604'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1604'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1603 ***********************************************************************
 AW1603  DESIGNATION -  EAGLE POINT RM 1
 AW1603  PID         -  AW1603
 AW1603  STATE/COUNTY-  TX/GALVESTON
 AW1603  USGS QUAD   -  TEXAS CITY (1994)
 AW1603
 AW1603                         *CURRENT SURVEY CONTROL
 AW1603  ___________________________________________________________________
 AW1603* NAD 83(1986)-  29 29 45.     (N)    094 54 37.     (W)     SCALED    
 AW1603* NAVD 88     -         3.19   (+/-2cm)      10.5    (feet)  VERTCON   
 AW1603  ___________________________________________________________________
 AW1603  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1603
 AW1603  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1603
 AW1603.The horizontal coordinates were scaled from a topographic map and have
 AW1603.an estimated accuracy of +/- 6 seconds.
 AW1603
 AW1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1603.The vertical order pertains to the NGVD 29 superseded value.
 AW1603
 AW1603.The geoid height was determined by GEOID03.
 AW1603
 AW1603;                    North         East    Units  Estimated Accuracy
 AW1603;SPC TXSC     - 4,191,180.      996,450.      MT  (+/- 180 meters Scaled)
 AW1603
 AW1603                          SUPERSEDED SURVEY CONTROL
 AW1603
 AW1603  NGVD 29 (??/??/92)    3.188  (m)           10.46   (f) ADJ UNCH    1 2
 AW1603
 AW1603.Superseded values are not recommended for survey control.
 AW1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1603.See file dsdata.txt to determine how the superseded data were derived.
 AW1603
 AW1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN148644(NAD 83)
 AW1603_MARKER: DR = REFERENCE MARK DISK
 AW1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1603_STAMPING: EAGLE PT NO 1 1932
 AW1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1603+STABILITY: SURFACE MOTION
 AW1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1603+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 AW1603
 AW1603  HISTORY     - Date     Condition        Report By
 AW1603  HISTORY     - 1932     MONUMENTED       CGS
 AW1603  HISTORY     - 1973     GOOD             NGS
 AW1603  HISTORY     - 1974     GOOD             NGS
 AW1603  HISTORY     - 1978     GOOD             NGS
 AW1603  HISTORY     - 1987     GOOD             USPSQD
 AW1603  HISTORY     - 1987     GOOD             USPSQD
 AW1603  HISTORY     - 1987     GOOD             USPSQD
 AW1603  HISTORY     - 1988     GOOD             USPSQD
 AW1603  HISTORY     - 1988     GOOD             USPSQD
 AW1603  HISTORY     - 1988     GOOD             USPSQD
 AW1603  HISTORY     - 1988     GOOD             USPSQD
 AW1603  HISTORY     - 1988     GOOD             USPSQD
 AW1603  HISTORY     - 1988     GOOD             USPSQD
 AW1603  HISTORY     - 1988     GOOD             USPSQD
 AW1603  HISTORY     - 1988     GOOD             USPSQD
 AW1603  HISTORY     - 1988     GOOD             USPSQD
 AW1603  HISTORY     - 1988     GOOD             USPSQD
 AW1603  HISTORY     - 1988     GOOD             USPSQD
 AW1603  HISTORY     - 1988     GOOD             USPSQD
 AW1603  HISTORY     - 1989     GOOD             USPSQD
 AW1603  HISTORY     - 1989     GOOD             USPSQD
 AW1603  HISTORY     - 1989     GOOD             USPSQD
 AW1603  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1603  HISTORY     - 1990     GOOD             USPSQD
 AW1603  HISTORY     - 1990     GOOD             USPSQD
 AW1603  HISTORY     - 1991     GOOD             USPSQD
 AW1603  HISTORY     - 19940326 GOOD             USPSQD
 AW1603  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW1603  HISTORY     - 20050630 GOOD             USPSQD
 AW1603
 AW1603                          STATION DESCRIPTION
 AW1603
 AW1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1603'1.0 MI NE FROM SAN LEON.
 AW1603'0.35 MILE EAST ALONG FARM ROAD NO. 517 FROM THE POST OFFICE AT SAN
 AW1603'LEON, THENCE 0.5 MILE EAST ALONG AVENUE B, THENCE 0.15 MILE NORTH
 AW1603'ALONG A SHELL ROAD, 32.0 FEET EAST OF THE CENTER LINE OF THE SHELL
 AW1603'ROAD, 9.0 FEET EAST OF A TELEPHONE POLE, 85.0 FEET SOUTHEAST AND
 AW1603'ACROSS THE ROAD FROM THE STATION MARK, 116.0 FEET NORTHWEST OF THE
 AW1603'NORTHWEST CORNER OF A METAL BUILDING, IN THE TOP OF A CONCRETE POST
 AW1603'FLUSH WITH THE GROUND, AND ABOUT LEVEL WITH THE ROAD.
 AW1603
 AW1603                          STATION RECOVERY (1974)
 AW1603
 AW1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1978)
 AW1603
 AW1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1987)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1987)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1987)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1987 (CB)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1988)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1988)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1988)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1988)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1988)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1988)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1988)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1988)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1988)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1988)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1988)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1988)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1989)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1989)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1989)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1989)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1603'MARK NOT FOUND.
 AW1603
 AW1603                          STATION RECOVERY (1990)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1990)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1991)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (1994)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1603'RECOVERED IN GOOD CONDITION.
 AW1603
 AW1603                          STATION RECOVERY (2004)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1603'MARK NOT FOUND.
 AW1603
 AW1603                          STATION RECOVERY (2005)
 AW1603
 AW1603'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1603'UNDER 6 INCHES OF SHELL.  GO TO N29 29 44.1  W094 54 37.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1602 ***********************************************************************
 AW1602  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1602  DESIGNATION -  EAGLE POINT RM 2
 AW1602  PID         -  AW1602
 AW1602  STATE/COUNTY-  TX/GALVESTON
 AW1602  USGS QUAD   -  TEXAS CITY (1994)
 AW1602
 AW1602                         *CURRENT SURVEY CONTROL
 AW1602  ___________________________________________________________________
 AW1602* NAD 83(1986)-  29 29 41.     (N)    094 54 50.     (W)     SCALED    
 AW1602* NAVD 88     -         3.17   (+/-2cm)      10.4    (feet)  VERTCON   
 AW1602  ___________________________________________________________________
 AW1602  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1602
 AW1602  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1602
 AW1602.The horizontal coordinates were scaled from a topographic map and have
 AW1602.an estimated accuracy of +/- 6 seconds.
 AW1602
 AW1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1602.The vertical order pertains to the NGVD 29 superseded value.
 AW1602
 AW1602.This Tidal Bench Mark is designated as VM 13450
 AW1602.by the Center for Operational Oceanographic Products and Services.
 AW1602
 AW1602.The geoid height was determined by GEOID03.
 AW1602
 AW1602;                    North         East    Units  Estimated Accuracy
 AW1602;SPC TXSC     - 4,191,050.      996,100.      MT  (+/- 180 meters Scaled)
 AW1602
 AW1602                          SUPERSEDED SURVEY CONTROL
 AW1602
 AW1602  NGVD 29 (??/??/92)    3.165  (m)           10.38   (f) ADJ UNCH    1 2
 AW1602
 AW1602.Superseded values are not recommended for survey control.
 AW1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1602.See file dsdata.txt to determine how the superseded data were derived.
 AW1602
 AW1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN144643(NAD 83)
 AW1602_MARKER: DR = REFERENCE MARK DISK
 AW1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1602_STAMPING: EAGLE PT NO 2 1932
 AW1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1602+STABILITY: SURFACE MOTION
 AW1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1602+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 AW1602
 AW1602  HISTORY     - Date     Condition        Report By
 AW1602  HISTORY     - 1932     MONUMENTED       CGS
 AW1602  HISTORY     - 1973     GOOD             NGS
 AW1602  HISTORY     - 1974     GOOD             NGS
 AW1602  HISTORY     - 1978     GOOD             NGS
 AW1602  HISTORY     - 1987     GOOD             USPSQD
 AW1602  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1602  HISTORY     - 1988     GOOD             USPSQD
 AW1602  HISTORY     - 1988     GOOD             USPSQD
 AW1602  HISTORY     - 1988     GOOD             USPSQD
 AW1602  HISTORY     - 1988     GOOD             USPSQD
 AW1602  HISTORY     - 1988     GOOD             USPSQD
 AW1602  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1602  HISTORY     - 1988     GOOD             USPSQD
 AW1602  HISTORY     - 1988     GOOD             USPSQD
 AW1602  HISTORY     - 1988     GOOD             USPSQD
 AW1602  HISTORY     - 1988     GOOD             USPSQD
 AW1602  HISTORY     - 1988     GOOD             USPSQD
 AW1602  HISTORY     - 1988     GOOD             USPSQD
 AW1602  HISTORY     - 1988     GOOD             USPSQD
 AW1602  HISTORY     - 1989     GOOD             USPSQD
 AW1602  HISTORY     - 1989     GOOD             USPSQD
 AW1602  HISTORY     - 1989     GOOD             USPSQD
 AW1602  HISTORY     - 1989     GOOD             USPSQD
 AW1602  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1602  HISTORY     - 1990     GOOD             USPSQD
 AW1602  HISTORY     - 1990     GOOD             USPSQD
 AW1602  HISTORY     - 1991     GOOD             USPSQD
 AW1602  HISTORY     - 19940326 GOOD             USPSQD
 AW1602  HISTORY     - 20040611 GOOD             USPSQD
 AW1602
 AW1602                          STATION DESCRIPTION
 AW1602
 AW1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1602'0.7 MI E FROM SAN LEON.
 AW1602'0.35 MILE EAST ALONG FARM ROAD 517 FROM THE POST OFFICE AT SAN LEON,
 AW1602'THENCE 0.35 MILE EAST ALONG AVENUE B, AT THE INTERSECTION OF 3RD
 AW1602'STREET, 29.0 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 30.0 FEET
 AW1602'EAST OF THE CENTER LINE OF THE STREET, 67.5 FEET SOUTH OF THE
 AW1602'SOUTHWEST CORNER OF A FRAME HOUSE, 10.5 FEET EAST-NORTHEAST OF A POWER
 AW1602'POLE, IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 AW1602'GROUND, AND ABOUT LEVEL WITH THE STREET.
 AW1602
 AW1602                          STATION RECOVERY (1974)
 AW1602
 AW1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1978)
 AW1602
 AW1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1987)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1987)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1602'MARK NOT FOUND.
 AW1602
 AW1602                          STATION RECOVERY (1988)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1988)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1988)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1988)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1988)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1988)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1602'MARK NOT FOUND.
 AW1602
 AW1602                          STATION RECOVERY (1988)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (AS)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1988)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1988)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1988)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1988)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1988)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1988)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1989)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1989)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1989)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1989)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1989)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1602'MARK NOT FOUND.
 AW1602
 AW1602                          STATION RECOVERY (1990)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1990)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1991)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (1994)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1602'RECOVERED IN GOOD CONDITION.
 AW1602
 AW1602                          STATION RECOVERY (2004)
 AW1602
 AW1602'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1602'GO TO N29 29 39.4 W094 54 46.8. THE NAME OF THE ORAD HAS CHANGED IT IS
 AW1602'NOW FM 646.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1022 ***********************************************************************
 CD1022  DESIGNATION -  EAGLE SPRING
 CD1022  PID         -  CD1022
 CD1022  STATE/COUNTY-  TX/HUDSPETH
 CD1022  USGS QUAD   -  ALLAMOORE (1964)
 CD1022
 CD1022                         *CURRENT SURVEY CONTROL
 CD1022  ___________________________________________________________________
 CD1022* NAD 83(1993)-  31 00 13.02372(N)    105 05 02.01449(W)     ADJUSTED  
 CD1022* NAVD 88     -      1409.92   (+/-2cm)    4625.7    (feet)  VERTCON   
 CD1022  ___________________________________________________________________
 CD1022  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CD1022  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 CD1022
 CD1022  HORZ ORDER  -  THIRD
 CD1022  VERT ORDER  -  THIRD ? (See Below)
 CD1022
 CD1022.The horizontal coordinates were established by classical geodetic methods
 CD1022.and adjusted by the National Geodetic Survey in February 1996..
 CD1022
 CD1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1022.The vertical order pertains to the NGVD 29 superseded value.
 CD1022
 CD1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1022
 CD1022.The geoid height was determined by GEOID03.
 CD1022
 CD1022;                    North         East     Units Scale Factor Converg.
 CD1022;SPC TX C     - 3,157,892.265   246,509.960   MT  0.99988174   -2 26 48.5
 CD1022;SPC TX C     -10,360,518.21    808,758.09   sFT  0.99988174   -2 26 48.5
 CD1022;UTM  13      - 3,430,005.886   491,991.375   MT  0.99960079   -0 02 35.6
 CD1022
 CD1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1022!SPC TX C     -   0.99978224  x   0.99988174  =   0.99966401
 CD1022!UTM  13      -   0.99978224  x   0.99960079  =   0.99938312
 CD1022
 CD1022:                Primary Azimuth Mark                     Grid Az
 CD1022:SPC TX C     -  TANK                                     096 55 30.9
 CD1022:UTM  13      -  TANK                                     094 31 18.0
 CD1022
 CD1022|---------------------------------------------------------------------|
 CD1022| PID    Reference Object                     Distance      Geod. Az  |
 CD1022|                                                           dddmmss.s |
 CD1022| CD1021 TANK                                APPROX. 2.1 KM 0942842.4 |
 CD1022|---------------------------------------------------------------------|
 CD1022
 CD1022                          SUPERSEDED SURVEY CONTROL
 CD1022
 CD1022  NAD 83(1986)-  31 00 13.03091(N)    105 05 02.02701(W) AD(       ) 3
 CD1022  NAD 27      -  31 00 12.54150(N)    105 05 00.23619(W) AD(       ) 3
 CD1022  NGVD 29 (07/19/86) 1409.33   (m)         4623.8    (f) LEVELING    3  
 CD1022
 CD1022.Superseded values are not recommended for survey control.
 CD1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1022.See file dsdata.txt to determine how the superseded data were derived.
 CD1022
 CD1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ9199130006(NAD 83)
 CD1022_MARKER: DD = SURVEY DISK
 CD1022_SETTING: 0 = UNSPECIFIED SETTING
 CD1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD1022
 CD1022  HISTORY     - Date     Condition        Report By
 CD1022  HISTORY     - 1950     MONUMENTED       USGS
 CD1022
 CD1022                          STATION DESCRIPTION
 CD1022
 CD1022'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 CD1022'TO REACH STATION FROM HOT WELLS, GO WEST 1.8 MI. ALONG RANCH ROAD
 CD1022'PARALLELING SOUTHERN PACIFIC RAILROAD TO GATE IN N-S FENCE, THENCE
 CD1022'S 1.3 MI. ALONG FENCE LINE ROAD TO ROAD CROSSING AT ANGLE IN FENCE,
 CD1022'THENCE SW 1.7 MI. ALONG ROAD TO ROAD FORKS AND STATION SITE.  STATION
 CD1022'IS 81 FT. S AND 211 FT. E. OF ROAD FORKS, 10 FT. N AND 289 FT. E OF
 CD1022'CORNER POST AT ANGLE IN FENCE, 47 FT. S OF DIM ROAD.
 CD1022'
 CD1022'STATION MARK--STANDARD TABLET STAMPED -EAGLE SPRING 1950-, SET IN A
 CD1022'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0951 ***********************************************************************
 EM0951  DESIGNATION -  EARL
 EM0951  PID         -  EM0951
 EM0951  STATE/COUNTY-  TX/WILBARGER
 EM0951  USGS QUAD   -  LOCKETT (1990)
 EM0951
 EM0951                         *CURRENT SURVEY CONTROL
 EM0951  ___________________________________________________________________
 EM0951* NAD 83(1993)-  34 04 02.62128(N)    099 15 54.13230(W)     ADJUSTED  
 EM0951* NAVD 88     -       395.     (meters)    1296.     (feet)  VERTCON   
 EM0951  ___________________________________________________________________
 EM0951  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 EM0951  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 EM0951
 EM0951  HORZ ORDER  -  FIRST
 EM0951
 EM0951.The horizontal coordinates were established by classical geodetic methods
 EM0951.and adjusted by the National Geodetic Survey in February 1996..
 EM0951
 EM0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0951
 EM0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0951
 EM0951.The geoid height was determined by GEOID03.
 EM0951
 EM0951;                    North         East     Units Scale Factor Converg.
 EM0951;SPC TXNC     - 2,266,489.896   529,376.640   MT  1.00002965   -0 25 02.1
 EM0951;SPC TXNC     - 7,435,975.60  1,736,796.53   sFT  1.00002965   -0 25 02.1
 EM0951;UTM  14      - 3,769,660.306   475,543.744   MT  0.99960737   -0 08 54.5
 EM0951
 EM0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0951!SPC TXNC     -   0.99994245  x   1.00002965  =   0.99997210
 EM0951!UTM  14      -   0.99994245  x   0.99960737  =   0.99954984
 EM0951
 EM0951|---------------------------------------------------------------------|
 EM0951| PID    Reference Object                     Distance      Geod. Az  |
 EM0951|                                                           dddmmss.s |
 EM0951| CX7135 EARL RM 2                            31.105 METERS 02116     |
 EM0951| CX7132 EARL AZ MK                                         0571734.6 |
 EM0951| EM0939 OKLAUNION MUNICIPAL TANK            APPROX.13.6 KM 0575247.6 |
 EM0951| CX7134 EARL RM 1                            27.536 METERS 10139     |
 EM0951| EM0955 ZION LUTHERAN CHURCH SPIRE          APPROX.11.2 KM 2592937.7 |
 EM0951| EM0952 VERNON WICHITA FALLS ST HOS TK      APPROX. 2.7 KM 2993909.7 |
 EM0951| CX7133 EARL AZ MK 2                                       3080836.4 |
 EM0951| EM0949 VERNON W MUNICIPAL TANK             APPROX. 9.9 KM 3351328.6 |
 EM0951| EM0948 VERNON RAD KLA 248 MAST             APPROX. 7.4 KM 3354346.5 |
 EM0951| EM0943 VERNON BIG MUNICIPAL TANK           APPROX. 8.5 KM 3451031.7 |
 EM0951| EM0942 VERNON COTTON SEED CO OIL TANK      APPROX.10.7 KM 3511904.0 |
 EM0951|---------------------------------------------------------------------|
 EM0951
 EM0951                          SUPERSEDED SURVEY CONTROL
 EM0951
 EM0951  NAD 83(1993)-  34 04 02.62143(N)    099 15 54.13231(W) AD(       ) 1
 EM0951  NAD 83(1986)-  34 04 02.62805(N)    099 15 54.12209(W) AD(       ) 1
 EM0951  NAD 27      -  34 04 02.31100(N)    099 15 52.83900(W) AD(       ) 1
 EM0951  NGVD 29 (07/19/86)  395.     (m)         1296.     (f) VERT ANG       
 EM0951
 EM0951.Superseded values are not recommended for survey control.
 EM0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0951.See file dsdata.txt to determine how the superseded data were derived.
 EM0951
 EM0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7554469660(NAD 83)
 EM0951_MARKER: DS = TRIANGULATION STATION DISK
 EM0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0951
 EM0951  HISTORY     - Date     Condition        Report By
 EM0951  HISTORY     - 1935     MONUMENTED       CGS
 EM0951  HISTORY     - 1937     GOOD             TXHD
 EM0951  HISTORY     - 1957     GOOD             CGS
 EM0951  HISTORY     - 1963     GOOD             CGS
 EM0951  HISTORY     - 1965     GOOD             CGS
 EM0951
 EM0951                          STATION DESCRIPTION
 EM0951
 EM0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0951'STATION IS LOCATED ON PROPERTY OF DR. W.N. SERVATIUS, IN NE
 EM0951'1/4 OF SEC. 78, BLOCK 14, 6 MILES SSE OF TOWN OF VERNON.
 EM0951'MARK IS SET ABOUT 300 FEET W OF U.S. HIGHWAY 283, AND 0.25 MILE
 EM0951'S OF HOUSE OF EARL M. JONES.
 EM0951'
 EM0951'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EM0951'BRONZE DISKS SET IN CONCRETE.
 EM0951'
 EM0951'REFERENCE MARK NO. 1 IS SE OF STATION.
 EM0951'
 EM0951'REFERENCE MARK NO. 2 IS NE OF STATION.
 EM0951'
 EM0951'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NE OF STATION, 22
 EM0951'FEET S OF CENTER LINE OF AN E-W ROAD AND 1.0 FOOT S OF AN
 EM0951'E-W FENCE.
 EM0951'
 EM0951'REACHED BY GOING S FROM COURTHOUSE IN VERNON, ON U.S. HIGHWAY
 EM0951'283, 6.1 MILES OR 1.05 MILES BEYOND AIRPLANE HANGAR ON LEFT, TO A
 EM0951'POINT OPPOSITE SMALL KNOLL ON RIGHT.  STATION IS ON TOP OF
 EM0951'THIS KNOLL.
 EM0951'
 EM0951'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 EM0951
 EM0951                          STATION RECOVERY (1937)
 EM0951
 EM0951'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 EM0951'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 EM0951'CONDITION.
 EM0951
 EM0951                          STATION RECOVERY (1957)
 EM0951
 EM0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0951'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EM0951'CONDITION.  THE HOUSE FORMERLY OWNED BY MR. EARL JONES IS GONE
 EM0951'BUT SOME FARM BUILDINGS REMAIN AT THE SITE.  THE STATION MARK
 EM0951'AND BOTH REFERENCE MARKS ARE FLUSH WITH THE SURFACE OF THE
 EM0951'GROUND AND ARE LOCATED ABOUT 250 FEET SOUTHWEST OF A TALL
 EM0951'ANTENNA POLE.  THE AZIMUTH MARK IS ABOUT 0.65 MILE EAST OF
 EM0951'THE CROSSROADS TO NORTHEAST OF THE STATION.
 EM0951'
 EM0951'THE DESCRIPTION TO REACH THE STATION FROM VERNON IS ADEQUATE.
 EM0951
 EM0951                          STATION RECOVERY (1963)
 EM0951
 EM0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JH)
 EM0951'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 EM0951'GOOD CONDITION AS DESCRIBED.  STATION IS LOCATED APPROXIMATELY
 EM0951'700 FT WEST OF U.S. 183.
 EM0951
 EM0951                          STATION RECOVERY (1965)
 EM0951
 EM0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0951'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 EM0951'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  A
 EM0951'NEW AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A NEW
 EM0951'COMPLETE DESCRIPTION.
 EM0951'
 EM0951'THE STATION IS ABOUT 8 MILES SOUTHWEST OF OKLAUNION, 6
 EM0951'MILES SOUTH OF VERNON AND ABOUT 300 FEET WEST OF
 EM0951'U.S. HIGHWAY 283, ON A SMALL RISE IN PASTURE LAND, ON
 EM0951'PROPERTY OWNED BY MRS. ABLE.
 EM0951'
 EM0951'TO REACH THE STATION FROM THE COURTHOUSE IN VERNON, GO
 EM0951'SOUTH ON U.S. HIGHWAY 283 FOR 6.0 MILES TO A CROSSROAD
 EM0951'THAT IS PAVED TO THE WEST AND GRAVELED TO THE EAST.  CONTINUE
 EM0951'SOUTH ON HIGHWAY FOR 0.8 MILE TO A SIDE ROAD AND
 EM0951'CATTLEGUARD ON THE RIGHT.  TURN RIGHT, CROSSING CATTLEGUARD
 EM0951'AND GO WEST FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK
 EM0951'AND GO NORTHERLY ON TRACK ROAD FOR 0.6 MILE.  TURN RIGHT AND
 EM0951'GO EAST ACROSS PASTURE FOR 0.1 MILE TO THE TOP OF A RISE AND
 EM0951'THE STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 EM0951'NORTHWEST ACROSS PASTURE FOR 0.15 MILE TO THE MARK.
 EM0951'
 EM0951'STATION MARK IS A STANDARD DISK, STAMPED EARL 1935, SET IN
 EM0951'THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER, THAT
 EM0951'IS FLUSH WITH THE GROUND SURFACE.
 EM0951'
 EM0951'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EARL NO 1 1935,
 EM0951'SET IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN
 EM0951'DIAMETER, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT
 EM0951'THE SAME ELEVATION AS THE STATION.
 EM0951'
 EM0951'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EARL NO 2 1935,
 EM0951'SET IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN
 EM0951'DIAMETER, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 EM0951'ABOUT 2 FEET LOWER THAN THE STATION.
 EM0951'
 EM0951'AZIMUTH MARK IS A STANDARD DISK, STAMPED EARL 1935 RESET 1965,
 EM0951'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 EM0951'DIAMETER, THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 EM0951'
 EM0951'HEIGHT OF LIGHT ABOVE STATION MARK 47 FEET.
 EM0951'
 EM0951'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EM0951'6 MILES SOUTH OF VERNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1030 ***********************************************************************
 CA1030  DESIGNATION -  EARLY
 CA1030  PID         -  CA1030
 CA1030  STATE/COUNTY-  TX/BROWN
 CA1030  USGS QUAD   -  BROWNWOOD (1996)
 CA1030
 CA1030                         *CURRENT SURVEY CONTROL
 CA1030  ___________________________________________________________________
 CA1030* NAD 83(1993)-  31 44 07.76488(N)    098 57 47.08798(W)     ADJUSTED  
 CA1030* NAVD 88     -       414.8    (meters)    1361.     (feet)  VERTCON   
 CA1030  ___________________________________________________________________
 CA1030  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CA1030  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CA1030
 CA1030  HORZ ORDER  -  SECOND
 CA1030
 CA1030.The horizontal coordinates were established by classical geodetic methods
 CA1030.and adjusted by the National Geodetic Survey in February 1996..
 CA1030
 CA1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1030
 CA1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1030
 CA1030.The geoid height was determined by GEOID03.
 CA1030
 CA1030;                    North         East     Units Scale Factor Converg.
 CA1030;SPC TX C     - 3,230,146.948   829,841.869   MT  0.99996363   +0 42 20.7
 CA1030;SPC TX C     -10,597,573.78  2,722,572.87   sFT  0.99996363   +0 42 20.7
 CA1030;UTM  14      - 3,511,117.986   503,497.266   MT  0.99960015   +0 01 09.9
 CA1030
 CA1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1030!SPC TX C     -   0.99993895  x   0.99996363  =   0.99990258
 CA1030!UTM  14      -   0.99993895  x   0.99960015  =   0.99953913
 CA1030
 CA1030:                Primary Azimuth Mark                     Grid Az
 CA1030:SPC TX C     -  BROWNWOOD COGGINS AVE BAP CH             209 11 06.3
 CA1030:UTM  14      -  BROWNWOOD COGGINS AVE BAP CH             209 52 17.1
 CA1030
 CA1030|---------------------------------------------------------------------|
 CA1030| PID    Reference Object                     Distance      Geod. Az  |
 CA1030|                                                           dddmmss.s |
 CA1030| CA1032 BROWNWOOD COGGINS AVE BAP CH        APPROX. 4.0 KM 2095327.0 |
 CA1030| CA1051 BROWNWOOD GTE MICROWAVE             APPROX. 5.4 KM 2241014.5 |
 CA1030| CA1055 ROUND 3                             APPROX. 4.9 KM 2281731.4 |
 CA1030| CV3899 EARLY RM 1                            8.720 METERS 23852     |
 CA1030| CA1052 BROWNWOOD CABLE TV MAST             APPROX. 4.8 KM 2514246.1 |
 CA1030| CA1031 EARLY 1975 A PT                      11.174 METERS 26553     |
 CA1030| CV3900 EARLY RM 2                            7.041 METERS 31230     |
 CA1030|---------------------------------------------------------------------|
 CA1030
 CA1030                          SUPERSEDED SURVEY CONTROL
 CA1030
 CA1030  NAD 83(1986)-  31 44 07.77479(N)    098 57 47.07311(W) AD(       ) 2
 CA1030  NAD 27      -  31 44 07.22871(N)    098 57 45.89821(W) AD(       ) 2
 CA1030  NGVD 29 (07/19/86)  414.7    (m)         1361.     (f) VERT ANG       
 CA1030
 CA1030.Superseded values are not recommended for survey control.
 CA1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1030.See file dsdata.txt to determine how the superseded data were derived.
 CA1030
 CA1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0349711118(NAD 83)
 CA1030_MARKER: DS = TRIANGULATION STATION DISK
 CA1030_SETTING: 0 = UNSPECIFIED SETTING
 CA1030
 CA1030  HISTORY     - Date     Condition        Report By
 CA1030  HISTORY     - 1975     MONUMENTED       NGS
 CA1030
 CA1030                          STATION DESCRIPTION
 CA1030
 CA1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA1030'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF BROWNWOOD AND
 CA1030'AT THE SOUTHWEST EDGE OF EARLY AT THE JUNCTIONS OF U.S. HIGHWAYS
 CA1030'67, 84, 183 AND 377.
 CA1030'
 CA1030'STATION MARK, A STANDARD DISK STAMPED EARLY 1975, IS CEMENTED
 CA1030'IN DRILL HOLE AND SET FLUSH WITH THE CONCRETE MEDIAN THAT IS
 CA1030'BETWEEN THE CURBS.  IT IS 33 FEET SOUTHEAST OF POST WITH SIGN
 CA1030'ATTACHED DO NOT ENTER, 31 FEET EAST OF POST WITH SIGN ATTACHED
 CA1030'OF THE ROUTES AND 5.7 FEET EAST-SOUTHEAST OF POST WITH STOP
 CA1030'SIGN ATTACHED.
 CA1030'
 CA1030'REFERENCE MARK 1, A STANDARD DISK STAMPED EARLY NO 1 1975, IS
 CA1030'CEMENTED IN DRILL HOLE AND SET FLUSH WITH THE CURB.  IT IS 25
 CA1030'FEET SOUTH-SOUTHWEST OF POST WITH STOP SIGN ATTACHED AND 4.4
 CA1030'FEET EAST OF POST WITH ROUTE SIGN ATTACHED.
 CA1030'
 CA1030'REFERENCE MARK 2, A STANDARD DISK STAMPED EARLY NO 2 1975, IS
 CA1030'CEMENTED IN DRILL HOLE AND SET FLUSH WITH THE CURB.  IT IS 18
 CA1030'FEET WEST-NORTHWEST OF POST WITH STOP SIGN ATTACHED AND 10.5
 CA1030'FEET EAST-SOUTHEAST OF POST WITH YIELD SIGN ATTACHED.
 CA1030'
 CA1030'NO SUITABLE PLACE FOUND TO ESTABLISH AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0618 ***********************************************************************
 EO0618  DESIGNATION -  EARTH E MUNICIPAL TANK
 EO0618  PID         -  EO0618
 EO0618  STATE/COUNTY-  TX/LAMB
 EO0618  USGS QUAD   -  EARTH (1980)
 EO0618
 EO0618                         *CURRENT SURVEY CONTROL
 EO0618  ___________________________________________________________________
 EO0618* NAD 83(1993)-  34 14 05.24818(N)    102 23 33.03514(W)     ADJUSTED  
 EO0618* NAVD 88     -                                                        
 EO0618  ___________________________________________________________________
 EO0618  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 EO0618  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 EO0618
 EO0618  HORZ ORDER  -  THIRD
 EO0618
 EO0618.The horizontal coordinates were established by classical geodetic methods
 EO0618.and adjusted by the National Geodetic Survey in February 1996..
 EO0618
 EO0618
 EO0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0618
 EO0618.The geoid height was determined by GEOID03.
 EO0618
 EO0618;                    North         East     Units Scale Factor Converg.
 EO0618;SPC TXNC     - 2,291,445.892   241,435.016   MT  1.00008582   -2 07 22.6
 EO0618;SPC TXNC     - 7,517,852.06    792,108.05   sFT  1.00008582   -2 07 22.6
 EO0618;UTM  13      - 3,791,265.343   740,162.211   MT  1.00031103   +1 28 03.5
 EO0618
 EO0618                          SUPERSEDED SURVEY CONTROL
 EO0618
 EO0618  NAD 83(1986)-  34 14 05.25610(N)    102 23 33.02783(W) AD(       ) 4
 EO0618  NAD 27      -  34 14 04.94173(N)    102 23 31.35815(W) AD(       ) 3
 EO0618
 EO0618.Superseded values are not recommended for survey control.
 EO0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0618.See file dsdata.txt to determine how the superseded data were derived.
 EO0618
 EO0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT4016291265(NAD 83)
 EO0618_MARKER: 53 = ELEVATED TANK
 EO0618
 EO0618  HISTORY     - Date     Condition        Report By
 EO0618  HISTORY     - 1975     FIRST OBSERVED   NGS
 EO0618
 EO0618                          STATION DESCRIPTION
 EO0618
 EO0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0618'THE STATION, EARTH EAST MUNICIPAL WATER TANK, IS THE CENTER OF
 EO0618'THE TOP OF AN OVAL, ELEVATED WATER TANK.  THE STRUCTURE HAS AN
 EO0618'OVERALL HEIGHT OF 130 FEET AND IS PRESENTLY PAINTED GREEN AND
 EO0618'YELLOW.  IT IS LOCATED 1.1 MILES EAST OF THE JUNCTION OF
 EO0618'U.S. HIGHWAY 70 AND FARM ROAD 1055 AND 0.15 MILE NORTH OF
 EO0618'U.S. HIGHWAY 70 IN EARTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2322 ***********************************************************************
 AH2322  DESIGNATION -  EARTH ET
 AH2322  PID         -  AH2322
 AH2322  STATE/COUNTY-  TX/LAMB
 AH2322  USGS QUAD   -  EARTH (1980)
 AH2322
 AH2322                         *CURRENT SURVEY CONTROL
 AH2322  ___________________________________________________________________
 AH2322* NAD 83(1993)-  34 09 58.26047(N)    102 24 37.73748(W)     ADJUSTED  
 AH2322* NAVD 88     -      1167.2    (meters)    3829.     (feet)  VERTCON   
 AH2322  ___________________________________________________________________
 AH2322  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 AH2322  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AH2322
 AH2322  HORZ ORDER  -  THIRD
 AH2322
 AH2322.The horizontal coordinates were established by classical geodetic methods
 AH2322.and adjusted by the National Geodetic Survey in July 1998..
 AH2322
 AH2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2322
 AH2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2322
 AH2322.The geoid height was determined by GEOID03.
 AH2322
 AH2322;                    North         East     Units Scale Factor Converg.
 AH2322;SPC TXNC     - 2,283,901.711   239,496.937   MT  1.00006176   -2 07 57.9
 AH2322;SPC TXNC     - 7,493,100.86    785,749.53   sFT  1.00006176   -2 07 57.9
 AH2322;UTM  13      - 3,783,612.850   738,699.869   MT  1.00030241   +1 27 17.8
 AH2322
 AH2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2322!SPC TXNC     -   0.99982070  x   1.00006176  =   0.99988245
 AH2322!UTM  13      -   0.99982070  x   1.00030241  =   1.00012306
 AH2322
 AH2322                          SUPERSEDED SURVEY CONTROL
 AH2322
 AH2322  NGVD 29 (07/28/98) 1166.7    (m)         3828.     (f) VERT ANG       
 AH2322
 AH2322.Superseded values are not recommended for survey control.
 AH2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2322.See file dsdata.txt to determine how the superseded data were derived.
 AH2322
 AH2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT3870083613(NAD 83)
 AH2322_MARKER: DS = TRIANGULATION STATION DISK
 AH2322
 AH2322  HISTORY     - Date     Condition        Report By
 AH2322  HISTORY     - 1962     MONUMENTED       USGS
 AH2322
 AH2322                          STATION DESCRIPTION
 AH2322
 AH2322'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2322'LOCATED ABOUT 5 MI. S. OF EARTH IN PLANT X OF THE SOUTHWESTERN PUBLIC
 AH2322'SERVICE CO.
 AH2322'STATION MARK--STANDARD TABLET STAMPED---EARTH-ET 1962---, CEMENTED IN
 AH2322'THE NW. CORNER OF THE CONCRETE RAMP OVER BOILER NO. 3, 6.5 FT. FROM
 AH2322'THE W. SIDE AND 13.9 FT. FROM THE N. SIDE.
 AH2322'AZIMUTH MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0619 ***********************************************************************
 EO0619  DESIGNATION -  EARTH W MUNICIPAL TANK
 EO0619  PID         -  EO0619
 EO0619  STATE/COUNTY-  TX/LAMB
 EO0619  USGS QUAD   -  EARTH (1980)
 EO0619
 EO0619                         *CURRENT SURVEY CONTROL
 EO0619  ___________________________________________________________________
 EO0619* NAD 83(1993)-  34 14 00.89039(N)    102 24 32.61833(W)     ADJUSTED  
 EO0619* NAVD 88     -                                                        
 EO0619  ___________________________________________________________________
 EO0619  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 EO0619  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 EO0619
 EO0619  HORZ ORDER  -  THIRD
 EO0619
 EO0619.The horizontal coordinates were established by classical geodetic methods
 EO0619.and adjusted by the National Geodetic Survey in February 1996..
 EO0619
 EO0619
 EO0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0619
 EO0619.The geoid height was determined by GEOID03.
 EO0619
 EO0619;                    North         East     Units Scale Factor Converg.
 EO0619;SPC TXNC     - 2,291,368.308   239,906.110   MT  1.00008539   -2 07 55.1
 EO0619;SPC TXNC     - 7,517,597.52    787,091.96   sFT  1.00008539   -2 07 55.1
 EO0619;UTM  13      - 3,791,092.127   738,640.829   MT  1.00030205   +1 27 29.8
 EO0619
 EO0619                          SUPERSEDED SURVEY CONTROL
 EO0619
 EO0619  NAD 83(1986)-  34 14 00.89840(N)    102 24 32.61104(W) AD(       ) 4
 EO0619  NAD 27      -  34 14 00.58520(N)    102 24 30.93810(W) AD(       ) 3
 EO0619
 EO0619.Superseded values are not recommended for survey control.
 EO0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0619.See file dsdata.txt to determine how the superseded data were derived.
 EO0619
 EO0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT3864191092(NAD 83)
 EO0619_MARKER: 53 = ELEVATED TANK
 EO0619
 EO0619  HISTORY     - Date     Condition        Report By
 EO0619  HISTORY     - 1975     FIRST OBSERVED   NGS
 EO0619
 EO0619                          STATION DESCRIPTION
 EO0619
 EO0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0619'THE STATION, EARTH WEST MUNICIPAL WATER TANK, IS THE CENTER OF
 EO0619'THE TOP OF A CYLINDRICAL, ELEVATED WATER TANK, THAT IS SUPPORTED
 EO0619'BY 4 LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 135 FEET AND
 EO0619'IS PRESENTLY PAINTED GREEN AND YELLOW WITH WHITE LEGS.  IT IS
 EO0619'LOCATED 300 FEET NORTHEAST OF THE INTERSECTION OF BIRCH AND MAIN
 EO0619'STREETS IN EARTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0278 ***********************************************************************
 AJ0278  DESIGNATION -  EAST
 AJ0278  PID         -  AJ0278
 AJ0278  STATE/COUNTY-  TX/KLEBERG
 AJ0278  USGS QUAD   -  ELLA (1963)
 AJ0278
 AJ0278                         *CURRENT SURVEY CONTROL
 AJ0278  ___________________________________________________________________
 AJ0278* NAD 83(1986)-  27 27 55.     (N)    098 03 20.     (W)     SCALED    
 AJ0278* NAVD 88     -        40.02   (+/-2cm)     131.3    (feet)  VERTCON   
 AJ0278  ___________________________________________________________________
 AJ0278  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AJ0278
 AJ0278  VERT ORDER  -  ? (See Below)
 AJ0278
 AJ0278.The horizontal coordinates were scaled from a topographic map and have
 AJ0278.an estimated accuracy of +/- 6 seconds.
 AJ0278
 AJ0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0278.The vertical order pertains to the NGVD 29 superseded value.
 AJ0278
 AJ0278.The geoid height was determined by GEOID03.
 AJ0278
 AJ0278;                    North         East    Units  Estimated Accuracy
 AJ0278;SPC TX S     - 5,199,350.      343,930.      MT  (+/- 180 meters Scaled)
 AJ0278
 AJ0278                          SUPERSEDED SURVEY CONTROL
 AJ0278
 AJ0278  NGVD 29 (??/??/92)   40.117  (m)          131.62   (f) ADJ UNCH    ?  
 AJ0278
 AJ0278.Superseded values are not recommended for survey control.
 AJ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0278.See file dsdata.txt to determine how the superseded data were derived.
 AJ0278
 AJ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR933383(NAD 83)
 AJ0278_MARKER: DD = SURVEY DISK
 AJ0278_SETTING: 0 = UNSPECIFIED SETTING
 AJ0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0278
 AJ0278  HISTORY     - Date     Condition        Report By
 AJ0278  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0278  HISTORY     - 1976     GOOD             TXHD
 AJ0278
 AJ0278                          STATION DESCRIPTION
 AJ0278
 AJ0278'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0278'10.9 MI NE FROM PREMONT.
 AJ0278'7.65 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AJ0278'STATION AT PREMONT, THENCE 3.05 MILES EAST ALONG THE EXXON REFINERY
 AJ0278'RD. THENCE .3 MI SOUTH ALONG RD. THENCE .2 MI EAST ALONG RD.  BM
 AJ0278'SCALED FROM 7.5 MI N TOPO MAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1635 ***********************************************************************
 AE1635  DESIGNATION -  EAST
 AE1635  PID         -  AE1635
 AE1635  STATE/COUNTY-  TX/JIM HOGG
 AE1635  USGS QUAD   -  SAN ANTONIO VIEJO (1993)
 AE1635
 AE1635                         *CURRENT SURVEY CONTROL
 AE1635  ___________________________________________________________________
 AE1635* NAD 83(1993)-  26 56 55.30366(N)    098 48 46.80305(W)     ADJUSTED  
 AE1635* NAVD 88     -       218.7    (meters)     718.     (feet)  VERTCON   
 AE1635  ___________________________________________________________________
 AE1635  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AE1635  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AE1635
 AE1635  HORZ ORDER  -  FIRST
 AE1635
 AE1635.The horizontal coordinates were established by classical geodetic methods
 AE1635.and adjusted by the National Geodetic Survey in February 1996..
 AE1635
 AE1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1635
 AE1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1635
 AE1635.The geoid height was determined by GEOID03.
 AE1635
 AE1635;                    North         East     Units Scale Factor Converg.
 AE1635;SPC TX S     - 5,142,076.350   268,922.338   MT  0.99989521   -0 08 31.6
 AE1635;SPC TX S     -16,870,295.49    882,289.37   sFT  0.99989521   -0 08 31.6
 AE1635;UTM  14      - 2,980,766.541   518,561.588   MT  0.99960425   +0 05 05.1
 AE1635
 AE1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1635!SPC TX S     -   0.99996947  x   0.99989521  =   0.99986468
 AE1635!UTM  14      -   0.99996947  x   0.99960425  =   0.99957373
 AE1635
 AE1635:                Primary Azimuth Mark                     Grid Az
 AE1635:SPC TX S     -  ALTA                                     053 16 43.8
 AE1635:UTM  14      -  ALTA                                     053 03 07.1
 AE1635
 AE1635|---------------------------------------------------------------------|
 AE1635| PID    Reference Object                     Distance      Geod. Az  |
 AE1635|                                                           dddmmss.s |
 AE1635| AJ1304 ALTA                                APPROX.27.7 KM 0530812.2 |
 AE1635| CV3134 EAST RM 1                            21.609 METERS 21403     |
 AE1635| CV3135 EAST RM 2                            19.754 METERS 32201     |
 AE1635| AJ1307 RANDADO USI AND NS MAST             APPROX.14.1 KM 3462933.5 |
 AE1635|---------------------------------------------------------------------|
 AE1635
 AE1635                          SUPERSEDED SURVEY CONTROL
 AE1635
 AE1635  NAD 83(1986)-  26 56 55.30746(N)    098 48 46.77103(W) AD(       ) 1
 AE1635  NAD 27      -  26 56 54.13644(N)    098 48 45.66858(W) AD(       ) 1
 AE1635  NGVD 29 (07/19/86)  218.7    (m)          718.     (f) VERT ANG       
 AE1635
 AE1635.Superseded values are not recommended for survey control.
 AE1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1635.See file dsdata.txt to determine how the superseded data were derived.
 AE1635
 AE1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1856280767(NAD 83)
 AE1635_MARKER: DS = TRIANGULATION STATION DISK
 AE1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1635
 AE1635  HISTORY     - Date     Condition        Report By
 AE1635  HISTORY     - 1974     MONUMENTED       NGS
 AE1635
 AE1635                          STATION DESCRIPTION
 AE1635
 AE1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1635'THE STATION IS ABOUT 33-1/2 MILES SOUTH AND 5 MILES EAST OF MIRANDO
 AE1635'CITY, 15-1/2 MILES NORTH AND 18 MILES WEST OF LA GLORIA, 14 MILES
 AE1635'WEST OF THE SMALL COMMUNITY OF AGUA NUEVA AND ON PROPERTY OWNED BY
 AE1635'ROBERT EAST WHOSE PHONE NUMBER IS 527-3777, HEBBRONVILLE EXCHANGE.
 AE1635'
 AE1635'TO REACH THE STATION FROM THE POST OFFICE IN MIRANDO CITY, GO SOUTH
 AE1635'ON FARM ROAD 649 FOR 25.2 MILES TO A T-ROAD JUNCTION AND THE
 AE1635'JUNCTION WITH STATE HIGHWAY 16.  TURN LEFT AND GO EAST ON STATE
 AE1635'HIGHWAY 16 AND FARM ROAD 649 FOR 2.4 MILES TO WHERE FARM ROAD 649
 AE1635'TURNS RIGHT AND STATE HIGHWAY 16 CONTINUES AHEAD, EAST.  TURN
 AE1635'RIGHT AND GO SOUTH ON FARM ROAD 649 FOR 8.45 MILES TO TWO FARM
 AE1635'HOUSES AND A WATER TANK ON THE RIGHT AND A GATE AND A HOUSE ON THE
 AE1635'LEFT.  TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.9 MILE TO A
 AE1635'PAVED SIDE ROAD LEFT.  TURN LEFT AND GO NORTH AND EAST ON PAVED
 AE1635'ROAD FOR 3.8 MILES TO A SIDE ROAD RIGHT LEADING TO RANCH
 AE1635'HEADQUARTERS.  CONTINUE EAST ON GRAVELED ROAD, CROSSING CATTLE
 AE1635'GUARD FOR ABOUT 100 FEET TO A FORK.  TAKE THE LEFT FORK AND GO
 AE1635'EAST AND SOUTH FOR 0.3 MILE TO A T-ROAD JUNCTION.  TURN LEFT AND
 AE1635'GO EAST ON GRAVELED ROAD FOR 0.85 MILE TO A GATE.  PASS THROUGH
 AE1635'GATE AND CONTINUE EAST ON GRAVELED ROAD FOR ABOUT 150 FEET TO A
 AE1635'FORK.  TAKE THE LEFT FORK AND CONTINUE EAST ON GRAVELED ROAD FOR 0.4
 AE1635'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON TRACK
 AE1635'ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 AE1635'
 AE1635'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH AND WEST ON
 AE1635'TRACK ROAD FOR 0.1 MILE TO A CONCRETE WATER TANK AND THE MARK.
 AE1635'
 AE1635'STATION MARKS ARE STANDARD DISKS, STAMPED EAST 1974.  THE SURFACE
 AE1635'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1635'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 30.0 FEET EAST OF
 AE1635'THE CENTER OF A TRACK ROAD AND 3.0 FEET NORTHEAST OF A WITNESS
 AE1635'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 AE1635'CONCRETE 26 INCHES BELOW THE GROUND SURFACE.
 AE1635'
 AE1635'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EAST NO 1 1974, SET IN
 AE1635'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 10
 AE1635'INCHES ABOVE THE GROUND.  IT IS 68.5 FEET SOUTHEAST OF THE WITNESS
 AE1635'POST, 11.0 FEET WEST OF THE CENTER OF THE TRACK ROAD AND ABOUT THE
 AE1635'SAME ELEVATION AS THE STATION.
 AE1635'
 AE1635'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EAST NO 2 1974, SET IN
 AE1635'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 7
 AE1635'ABOVE THE GROUND.  IT IS 64.0 FEET NORTHWEST OF THE WITNESS POST,
 AE1635'9.5 WEST OF THE CENTER OF THE TRACK ROAD AND ABOUT THE SAME
 AE1635'ELEVATION AS THE STATION.
 AE1635'
 AE1635'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED EAST NO 3 1974, SET IN
 AE1635'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 5
 AE1635'INCHES ABOVE THE GROUND.  IT IS 38.0 FEET NORTHEAST OF THE
 AE1635'NORTHEAST EDGE OF A CONCRETE WATER TANK, 4.1 FEET EAST OF A POWER
 AE1635'LINE POLE AND 2.7 FEET WEST OF A WITNESS POST.  THIS MARK WILL
 AE1635'SERVE AS THE AZIMUTH MARK.
 AE1635'
 AE1635'NEAREST TOWN--LA GLORIA.
 AE1635'
 AE1635'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6244 ***********************************************************************
 AW6244  DESIGNATION -  EAST
 AW6244  PID         -  AW6244
 AW6244  STATE/COUNTY-  TX/HARRIS
 AW6244  USGS QUAD   -  HIGHLANDS (1995)
 AW6244
 AW6244                         *CURRENT SURVEY CONTROL
 AW6244  ___________________________________________________________________
 AW6244* NAD 83(1993)-  29 45 47.31839(N)    095 05 33.90626(W)     ADJUSTED  
 AW6244* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AW6244  ___________________________________________________________________
 AW6244  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AW6244  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6244
 AW6244  HORZ ORDER  -  THIRD
 AW6244
 AW6244.The horizontal coordinates were established by classical geodetic methods
 AW6244.and adjusted by the National Geodetic Survey in February 1996..
 AW6244
 AW6244.The orthometric height was scaled from a topographic map.
 AW6244
 AW6244.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6244
 AW6244.The geoid height was determined by GEOID03.
 AW6244
 AW6244;                    North         East     Units Scale Factor Converg.
 AW6244;SPC TXSC     - 4,220,187.015   977,776.438   MT  0.99989108   +1 54 51.2
 AW6244;SPC TXSC     -13,845,730.23  3,207,921.53   sFT  0.99989108   +1 54 51.2
 AW6244;UTM  15      - 3,294,375.185   297,658.364   MT  1.00010518   -1 02 21.2
 AW6244
 AW6244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6244!SPC TXSC     -   1.00000317  x   0.99989108  =   0.99989425
 AW6244!UTM  15      -   1.00000317  x   1.00010518  =   1.00010835
 AW6244
 AW6244:                Primary Azimuth Mark                     Grid Az
 AW6244:SPC TXSC     -  HOUSTON SHIP CHAN RANGE X EXT            068 34 37.2
 AW6244:UTM  15      -  HOUSTON SHIP CHAN RANGE X EXT            071 31 49.6
 AW6244
 AW6244|---------------------------------------------------------------------|
 AW6244| PID    Reference Object                     Distance      Geod. Az  |
 AW6244|                                                           dddmmss.s |
 AW6244| AW6234 HOUSTON SHIP CHAN RANGE X EXT       APPROX. 0.9 KM 0702928.4 |
 AW6244| CV7116 EAST RM 2                            17.392 METERS 07906     |
 AW6244| AW6240 HOUSTON SHIP CHAN LT 56 1955        371.888 METERS 08549     |
 AW6244| AW6225 HOUSTON SHIP CHAN RANGE V EXT       APPROX. 1.8 KM 0871927.2 |
 AW6244| AW6230 HOUSTON SHIP CHAN RANGE U RLT       APPROX. 1.9 KM 0894829.2 |
 AW6244| AW6236 HOUSTON SHIP CHAN RANGE S RLT       APPROX. 2.4 KM 0951046.3 |
 AW6244| AW6253 HOUSTON SHIP CHAN RANGE U FLT       APPROX. 2.1 KM 0960320.5 |
 AW6244| AW6254 HOUSTON SHIP CHAN RANGE W EXT       APPROX. 2.8 KM 1070127.7 |
 AW6244| AW6229 HOUSTON SHIP CHAN RANGE S FLT       APPROX. 2.7 KM 1070412.7 |
 AW6244| AW6251 HOUSTON SHIP CHAN RANGE X RLT       APPROX. 3.2 KM 1092118.2 |
 AW6244| AW6228 HOUSTON SHIP CHAN RANGE Q RLT       APPROX. 2.3 KM 1120501.5 |
 AW6244| AW6241 HOUSTON SHIP CHAN RANGE R EXT       APPROX. 2.4 KM 1134250.7 |
 AW6244| AW6231 HOUSTON SHIP CHAN RANGE Q FLT       APPROX. 2.6 KM 1155758.8 |
 AW6244| AW6303 HOUSTON SHIP CHAN RANGE U EXT       APPROX. 3.3 KM 1180331.0 |
 AW6244| AW6300 HOUSTON SHIP CHAN RANGE V FLT       APPROX. 3.3 KM 1183659.3 |
 AW6244| AW6317 HOUSTON SHIP CHAN RANGE V RLT       APPROX. 3.5 KM 1203023.2 |
 AW6244| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX. 1.9 KM 1413854.3 |
 AW6244| AW6243 HOUSTON SHIP CHAN LT 58 1955        417.463 METERS 1653916.1 |
 AW6244| AW6242 HOUSTON SHIP CHAN LT 59 1955        APPROX. 1.0 KM 1714707.2 |
 AW6244| AW6248 HOUSTON SHIP CHAN LT 61 1955        APPROX. 1.4 KM 1881713.9 |
 AW6244| AW6310 HOUSTON SHIP CHAN LT 65 1955        APPROX. 2.5 KM 2025736.7 |
 AW6244| CV7115 EAST RM 1                            37.517 METERS 34120     |
 AW6244|---------------------------------------------------------------------|
 AW6244
 AW6244                          SUPERSEDED SURVEY CONTROL
 AW6244
 AW6244  NAD 83(1986)-  29 45 47.33383(N)    095 05 33.88742(W) AD(       ) 3
 AW6244  NAD 27      -  29 45 46.51717(N)    095 05 33.13921(W) AD(       ) 3
 AW6244
 AW6244.Superseded values are not recommended for survey control.
 AW6244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6244.See file dsdata.txt to determine how the superseded data were derived.
 AW6244
 AW6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9765894375(NAD 83)
 AW6244_MARKER: DS = TRIANGULATION STATION DISK
 AW6244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6244_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6244
 AW6244  HISTORY     - Date     Condition        Report By
 AW6244  HISTORY     - 1955     MONUMENTED       CGS
 AW6244  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 AW6244
 AW6244                          STATION DESCRIPTION
 AW6244
 AW6244'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6244'THE STATION IS LOCATED 2 MI. SE OF CHANNELVIEW, ON EAST POINT,
 AW6244'IN THE SAN JACINTO ARMY ORDINANCE DEPOT.
 AW6244'
 AW6244'TO REACH FROM THE POST OFFICE IN CHANNELVIEW, TAKE THE ROAD
 AW6244'DIRECTLY ACROSS THE STREET FROM THE POST OFFICE AND GO E-SE ALONG
 AW6244'THE DEPOT FENCE FOR 1.2 MI. TO A SHARP TURN LEFT (N) AND
 AW6244'GATE 4 INTO THE DEPOT ON THE S SIDE OF THE ROAD.  PASS THROUGH
 AW6244'THE GATE AND FOLLOW THE GRADED ROAD ALONG THE BANK OF THE RIVER
 AW6244'FOR 0.65 MI. TO A FORK, TAKE THE LEFT FORK FOR 0.1 MI. TO
 AW6244'A SHARP TURN RIGHT AT THE TOP OF THE KNOLL AND THE STATION
 AW6244'SITE.
 AW6244'
 AW6244'THE STATION MARK, A STANDARD DISK, SET IN A CONCRETE MONUMENT
 AW6244'12-IN. IN DIAMETER FLUSH WITH THE GROUND, IS STAMPED EAST
 AW6244'1955.  IT IS 23.4 FT. NE OF THE CENTERLINE
 AW6244'OF THE GRADED ROAD, 168.6 FT. SE OF THE SE CORNER OF HOUSE
 AW6244'T-57, AND 168.7 FT. N OF THE NE CORNER OF A TIN GARAGE.
 AW6244'
 AW6244'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EAST NO 1 1955
 AW6244'AND SET IN A CONCRETE MONUMENT 12-IN. IN DIAMETER FLUSH WITH
 AW6244'THE GROUND.   IT IS 20.2 FT. SE OF THE SW CORNER
 AW6244'OF GARAGE T-57A, AND 1 FT. W OF A POWER POLE.
 AW6244'
 AW6244'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EAST NO 2 1955
 AW6244'AND SET IN A CONCRETE MONUMENT 12-IN. IN DIAMETER FLUSH WITH
 AW6244'THE GROUND.  IT IS 2 FT. S OF A POWER POLE, 144.0 FT.
 AW6244'W OF THE CENTERLINE OF THE GRAVEL ROAD, 113.3 FT. N OF A 10-IN.
 AW6244'PECAN TREE, AND 94.6 FT. NE OF THE CENTERLINE OF A GRADED
 AW6244'ROAD.
 AW6244'
 AW6244'THE SAN JACINTO BATTLEFIELD MONUMENT IS THE AZIMUTH MARK.
 AW6244'
 AW6244'PERMISSION TO VISIT THE STATION MUST BE OBTAINED FROM THE
 AW6244'POST ENGINEERS OFFICE OF THE SAN JACINTO ARMY ORDINANCE
 AW6244'DEPOT.
 AW6244'
 AW6244'HEIGHT OF LIGHT ABOVE STATION MARK - 26 M.
 AW6244
 AW6244                          STATION RECOVERY (1994)
 AW6244
 AW6244'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0861 ***********************************************************************
 BP0861  DESIGNATION -  EAST
 BP0861  PID         -  BP0861
 BP0861  STATE/COUNTY-  TX/PECOS
 BP0861  USGS QUAD   -  EAST MESA (1970)
 BP0861
 BP0861                         *CURRENT SURVEY CONTROL
 BP0861  ___________________________________________________________________
 BP0861* NAD 83(1993)-  30 57 32.24132(N)    102 39 45.68384(W)     ADJUSTED  
 BP0861* NAVD 88     -       965.     (meters)    3166.     (feet)  SCALED    
 BP0861  ___________________________________________________________________
 BP0861  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 BP0861  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 BP0861
 BP0861  HORZ ORDER  -  SECOND
 BP0861
 BP0861.The horizontal coordinates were established by classical geodetic methods
 BP0861.and adjusted by the National Geodetic Survey in February 1996..
 BP0861
 BP0861.The orthometric height was scaled from a topographic map.
 BP0861
 BP0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0861
 BP0861.The geoid height was determined by GEOID03.
 BP0861
 BP0861;                    North         East     Units Scale Factor Converg.
 BP0861;SPC TX C     - 3,145,586.408   477,483.808   MT  0.99988202   -1 11 59.1
 BP0861;SPC TX C     -10,320,144.74  1,566,544.79   sFT  0.99988202   -1 11 59.1
 BP0861;UTM  13      - 3,427,396.618   723,258.662   MT  1.00021488   +1 12 10.3
 BP0861
 BP0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0861!SPC TX C     -   0.99985211  x   0.99988202  =   0.99973414
 BP0861!UTM  13      -   0.99985211  x   1.00021488  =   1.00006696
 BP0861
 BP0861|---------------------------------------------------------------------|
 BP0861| PID    Reference Object                     Distance      Geod. Az  |
 BP0861|                                                           dddmmss.s |
 BP0861| CH9275 EAST RM 1                             7.501 METERS 08645     |
 BP0861| CH9276 EAST RM 2                             9.816 METERS 20857     |
 BP0861| CH9274 EAST AZ MK                                         3344350.6 |
 BP0861|---------------------------------------------------------------------|
 BP0861
 BP0861                          SUPERSEDED SURVEY CONTROL
 BP0861
 BP0861  NAD 83(1986)-  30 57 32.24372(N)    102 39 45.67600(W) AD(       ) 2
 BP0861  NAD 27      -  30 57 31.69800(N)    102 39 44.14000(W) AD(       ) 2
 BP0861
 BP0861.Superseded values are not recommended for survey control.
 BP0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0861.See file dsdata.txt to determine how the superseded data were derived.
 BP0861
 BP0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ2325927397(NAD 83)
 BP0861_MARKER: DS = TRIANGULATION STATION DISK
 BP0861_SETTING: 66 = SET IN ROCK OUTCROP
 BP0861
 BP0861  HISTORY     - Date     Condition        Report By
 BP0861  HISTORY     - 1943     MONUMENTED       CGS
 BP0861
 BP0861                          STATION DESCRIPTION
 BP0861
 BP0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0861'THE STATION IS LOCATED 12-1/2 MILES EAST AND 5.0 MILES NORTH OF
 BP0861'FT. STOCKTON, ON A ROCKY FLAT-TOPPED RIDGE KNOWN AS EAST MESA.
 BP0861'LAND IS OWNED BY MR. GEORGE ALDWELL.
 BP0861'
 BP0861'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 285 IN
 BP0861'FT. STOCKTON.  GO EAST ON U.S. 290 FOR 5.0 MILES, THENCE
 BP0861'LEFT, NORTH, ON HARD SURFACED T ROAD 0.8 MILE TO T INTERSECTION
 BP0861'WHERE THE SURFACED ROAD TURNS WEST.  TURN RIGHT ON GRADED
 BP0861'DIRT ROAD 1.85 MILES TO FORKS.  THENCE LEFT AND KEEP MAIN
 BP0861'ROAD NORTHEASTERLY 6.55 MILES TO A BLADED ROAD RIGHT AT SMALL
 BP0861'DIRT TANK.  TURN RIGHT ON BLADED ROAD 2.55 MILES TO WIRE
 BP0861'GATE.  FROM HERE THE STATION IS ON THE SKYLINE RIDGE AT
 BP0861'MAGNETIC BEARING 170 DEG.  TURN RIGHT ON DIM TRACK ROAD ON
 BP0861'WEST SIDE OF FENCE AND GO 0.7 MILE TO A POINT WHERE ROAD
 BP0861'IS BADLY WASHED, BEAR LEFT ON VERY DIM TRACKS 0.2 MILES TO
 BP0861'WIRE GATE AT FENCE CORNER.  PASS THROUGH GATE AND TURN
 BP0861'LEFT CROSS COUNTRY ALONG WEST SIDE OF THE FENCE 0.55
 BP0861'MILES.  THENCE RIGHT TOWARD MESA ABOUT 0.2 MILE TO END OF
 BP0861'TRUCK TRAVEL.  PACK SOUTHEASTERLY TO SADDLE.  THENCE LEFT
 BP0861'ALONG THE RIDGE ABOUT 0.15 MILE TO STATION.  STATION IS ON
 BP0861'HIGHEST PART OF NORTH AND SOUTH RIDGE, ABOUT 60 FEET WEST
 BP0861'OF EAST EDGE OF RIDGE.  A STANDARD TRIANGULATION STATION
 BP0861'DISK SET IN A ROCK OUTCROP.  STAMPED EAST 1942.
 BP0861'
 BP0861'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  A STANDARD DISK
 BP0861'SET IN A ROCK OUTCROP.  STAMPED EAST NO 1 1943.
 BP0861'
 BP0861'REFERENCE MARK NO. 2 IS SOUTH SOUTHWEST OF STATION.  A STANDARD
 BP0861'REFERENCE DISK SET IN A ROCK OUTCROP.  STAMPED EAST NO 2 1943.
 BP0861'
 BP0861'AZIMUTH MARK IS ABOUT 1.0 MILE NORTH WEST OF THE STATION,
 BP0861'75 YARDS NORTHEAST OF THE FENCE CORNER AND GATE MENTIONED IN
 BP0861'DESCRIPTION.  45 YARDS EAST OF A NORTH AND SOUTH FENCE.  3
 BP0861'FEET SOUTHEAST OF A FOUR FOOT ROCK MONUMENT.  A STANDARD
 BP0861'AZIMUTH DISK SET IN A ROCK OUTCROP.  STAMPED EAST 1943.
 BP0861'
 BP0861'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0941 ***********************************************************************
 CD0941  DESIGNATION -  EAST
 CD0941  PID         -  CD0941
 CD0941  STATE/COUNTY-  TX/CULBERSON
 CD0941  USGS QUAD   -  PANTHER CANYON (1970)
 CD0941
 CD0941                         *CURRENT SURVEY CONTROL
 CD0941  ___________________________________________________________________
 CD0941* NAD 83(1993)-  31 09 46.16843(N)    104 21 35.99702(W)     ADJUSTED  
 CD0941* NAVD 88     -      1577.     (meters)    5174.     (feet)  SCALED    
 CD0941  ___________________________________________________________________
 CD0941  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 CD0941  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 CD0941
 CD0941  HORZ ORDER  -  SECOND
 CD0941
 CD0941.The horizontal coordinates were established by classical geodetic methods
 CD0941.and adjusted by the National Geodetic Survey in February 1996..
 CD0941
 CD0941.The orthometric height was scaled from a topographic map.
 CD0941
 CD0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0941
 CD0941.The geoid height was determined by GEOID03.
 CD0941
 CD0941;                    North         East     Units Scale Factor Converg.
 CD0941;SPC TX C     - 3,172,803.721   316,218.929   MT  0.99988570   -2 04 26.3
 CD0941;SPC TX C     -10,409,440.21  1,037,461.60   sFT  0.99988570   -2 04 26.3
 CD0941;UTM  13      - 3,447,823.500   560,994.891   MT  0.99964589   +0 19 52.3
 CD0941
 CD0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0941!SPC TX C     -   0.99975600  x   0.99988570  =   0.99964173
 CD0941!UTM  13      -   0.99975600  x   0.99964589  =   0.99940198
 CD0941
 CD0941|---------------------------------------------------------------------|
 CD0941| PID    Reference Object                     Distance      Geod. Az  |
 CD0941|                                                           dddmmss.s |
 CD0941| CH8827 EAST RM 1                             3.919 METERS 02651     |
 CD0941| CH9144 EAST RM NE CROSS                      0.103 METERS 03702     |
 CD0941| CH8828 EAST RM 2                            16.099 METERS 11913     |
 CD0941| CD0947 WEST                                APPROX. 5.0 KM 2605900.7 |
 CD0941|---------------------------------------------------------------------|
 CD0941
 CD0941                          SUPERSEDED SURVEY CONTROL
 CD0941
 CD0941  NAD 83(1986)-  31 09 46.16938(N)    104 21 35.99365(W) AD(       ) 2
 CD0941  NAD 27      -  31 09 45.68800(N)    104 21 34.27600(W) AD(       ) 2
 CD0941
 CD0941.Superseded values are not recommended for survey control.
 CD0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0941.See file dsdata.txt to determine how the superseded data were derived.
 CD0941
 CD0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ6099547823(NAD 83)
 CD0941_MARKER: X = CHISELED CROSS
 CD0941_SETTING: 0 = UNSPECIFIED SETTING
 CD0941
 CD0941  HISTORY     - Date     Condition        Report By
 CD0941  HISTORY     - 1911     MONUMENTED       CGS
 CD0941  HISTORY     - 1937     SEE DESCRIPTION  CGS
 CD0941
 CD0941                          STATION DESCRIPTION
 CD0941
 CD0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (CVH)
 CD0941'STATION IS ON A SMALL MESA-TOPPED HILL AT THE MIDDLE AND
 CD0941'HIGHEST PART OF A LONG RIDGE EXTENDING E-W ABOUT 6 MILES N
 CD0941'OF BORACHO, A TOWN ON THE TEXAS AND PACIFIC RAILWAY.  THE TOP
 CD0941'OF THE HILL IS ABOUT 30 METERS (98 FEET) N AND S BY 50 METERS
 CD0941'(164 FEET) E AND W, AND THE HIGHEST PART IS AT THE NW RIDGE,
 CD0941'ABOUT 20 METERS (66 FEET) N 70 DEG W FROM THE STATION.
 CD0941'
 CD0941'THE STATION IS MARKED BY A CROSS, THE WESTERN ONE OF TWO
 CD0941'CROSSES CUT IN THE TOP OF A FLAT ROCK, WHICH IS ABOUT 2 FEET
 CD0941'IN DIAMETER AND FLUSH WITH THE SURFACE OF THE GROUND.  A SMALL
 CD0941'CONSPICUOUS YELLOW KNOLL ON AN ADJOINING RIDGE BEARS N 5 DEG
 CD0941'E FROM THE STATION AND BORACHO BEARS S 3 DEG 30 MIN W.
 CD0941
 CD0941                          STATION RECOVERY (1937)
 CD0941
 CD0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CD0941'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION SAID
 CD0941'THAT THE STATION WAS THE MOST WESTERN ONE OF TWO CROSSES IN
 CD0941'TOP OF A ROCK.  THE TWO CROSSES WERE FOUND 0.103 METER APART
 CD0941'AND A STANDARD DISK STATION MARK WAS SET IN THE MOST SOUTHERN
 CD0941'CROSS.  AZIMUTH FROM DISK TO OTHER CROSS IS 217 DEG.  DISK
 CD0941'WAS STAMPED EAST 1911 1937.
 CD0941'
 CD0941'TWO NEW STANDARD DISK REFERENCE MARKS WERE SET IN FLAT ROCK
 CD0941'FLUSH WITH GROUND, N AND ESE OF STATION.  STAMPED EAST 1911
 CD0941'1937 NO. 1 AND NO. 2 RESPECTIVELY.
 CD0941'
 CD0941'STATION IS ON A SMALL MESA-TOPPED HILL NEAR THE MIDDLE AND
 CD0941'THE HIGHEST PART OF A LONG RIDGE ABOUT 6 MILES N OF BORACHO.
 CD0941'THE TOP OF THE HILL IS BRUSH-COVERED AND ABOUT 30 METERS N AND
 CD0941'S BY 50 METERS E AND W.  STATION IS ABOUT 20 METERS SE FROM
 CD0941'THE HIGHEST AND THE NW EDGE OF HILL.
 CD0941'
 CD0941'REACHED FROM BORACHO BY GOING N ON A TRAIL ROAD FOR 0.45 MILE
 CD0941'TO A FORK.  THENCE RIGHT FORK ON MAIN-TRAVELED ROAD N FOR 3.4
 CD0941'MILES TO A FORK.  THENCE RIGHT FORK FOR 0.1 MILE TO A FORK.
 CD0941'THENCE RIGHT FORK FOR 0.2 MILE TO A GATE.  CONTINUE ON
 CD0941'MAIN-TRAVELED ROAD NORTHERLY FOR 1.9 MILES TO A RANCH.  KEEP
 CD0941'TO THE LEFT OF HOUSE AND CONTINUE UP CANYON ON A DIM ROAD
 CD0941'FOR 0.8 MILE TO CANYON FORKS.  THENCE LEAVE ROAD TAKE RIGHT
 CD0941'HAND CANYON AND GO ABOUT 0.1 MILE TO END OF TRUCK TRAVEL.
 CD0941'FROM HERE PACK UP CANYON ABOUT 300 YARDS, THEN GO RIGHT UP
 CD0941'RIDGE TO THE TOP, THEN LEFT ALONG TOP OF RIDGE TO A POINT ABOUT
 CD0941'300 YARDS S OF A DIRT RESERVOIR.  THIS IS ABOUT 15
 CD0941'MINUTES FROM END OF TRUCK TRAVEL.  FROM HERE THE COMPASS
 CD0941'BEARING TO STATION IS 102 DEG.  FROM HERE PACK ALONG TOP OF
 CD0941'RIDGE ESE FOR ABOUT 1-1/4 MILES TO STATION.  ABOUT 3/4-HOUR
 CD0941'FROM END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0502 ***********************************************************************
 CE0502  DESIGNATION -  EAST 10
 CE0502  PID         -  CE0502
 CE0502  STATE/COUNTY-  TX/EL PASO
 CE0502  USGS QUAD   -  YSLETA (1994)
 CE0502
 CE0502                         *CURRENT SURVEY CONTROL
 CE0502  ___________________________________________________________________
 CE0502* NAD 83(1993)-  31 44 26.55499(N)    106 19 26.61142(W)     ADJUSTED  
 CE0502* NAVD 88     -      1166.9    (meters)    3828.     (feet)  VERTCON   
 CE0502  ___________________________________________________________________
 CE0502  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 CE0502  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CE0502
 CE0502  HORZ ORDER  -  SECOND
 CE0502
 CE0502.The horizontal coordinates were established by classical geodetic methods
 CE0502.and adjusted by the National Geodetic Survey in February 1996..
 CE0502
 CE0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0502
 CE0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0502
 CE0502.The geoid height was determined by GEOID03.
 CE0502
 CE0502;                    North         East     Units Scale Factor Converg.
 CE0502;SPC TX C     - 3,245,207.237   132,624.605   MT  0.99996480   -3 05 08.1
 CE0502;SPC TX C     -10,646,984.08    435,119.22   sFT  0.99996480   -3 05 08.1
 CE0502;UTM  13      - 3,512,458.371   374,579.882   MT  0.99979400   -0 41 47.9
 CE0502
 CE0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0502!SPC TX C     -   0.99982061  x   0.99996480  =   0.99978541
 CE0502!UTM  13      -   0.99982061  x   0.99979400  =   0.99961465
 CE0502
 CE0502:                Primary Azimuth Mark                     Grid Az
 CE0502:SPC TX C     -  EL PASO NICHOLS COPPER CO STK            294 59 31.5
 CE0502:UTM  13      -  EL PASO NICHOLS COPPER CO STK            292 36 11.3
 CE0502
 CE0502|---------------------------------------------------------------------|
 CE0502| PID    Reference Object                     Distance      Geod. Az  |
 CE0502|                                                           dddmmss.s |
 CE0502| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 6.6 KM 2915423.4 |
 CE0502| CE0541 EL PASO EASTWOOD MUN TANK           APPROX. 4.9 KM 3131720.5 |
 CE0502| CE0539 MOSSWOOD                            APPROX. 2.7 KM 3384626.3 |
 CE0502|---------------------------------------------------------------------|
 CE0502
 CE0502                          SUPERSEDED SURVEY CONTROL
 CE0502
 CE0502  NAD 83(1993)-  31 44 26.55779(N)    106 19 26.60909(W) AD(       ) 2
 CE0502  NAD 83(1986)-  31 44 26.55901(N)    106 19 26.60901(W) AD(       ) 2
 CE0502  NAD 27      -  31 44 26.16245(N)    106 19 24.67120(W) AD(       ) 2
 CE0502  NGVD 29 (07/19/86) 1166.3    (m)         3826.     (f) VERT ANG       
 CE0502
 CE0502.Superseded values are not recommended for survey control.
 CE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0502.See file dsdata.txt to determine how the superseded data were derived.
 CE0502
 CE0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7458012458(NAD 83)
 CE0502_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0502_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0502+STABILITY: SURFACE MOTION
 CE0502
 CE0502  HISTORY     - Date     Condition        Report By
 CE0502  HISTORY     - 1980     MONUMENTED       TX2190
 CE0502
 CE0502                          STATION DESCRIPTION
 CE0502
 CE0502'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0502'THE STATION IS LOCATED ABOUT 16.5 KM (10 MI) EAST-SOUTHEAST
 CE0502'OF THE CENTER OF EL PASO, 9.1 KM (5-1/2 MI) SOUTHEAST OF
 CE0502'EL PASO INTERNATIONAL AIRPORT CONTROL TOWER, AND 4.9 KM
 CE0502'(3 MI) NORTH-NORTHWEST OF YSLETA.
 CE0502'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0502'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0502'915-543-4200.
 CE0502'
 CE0502'TO REACH THE STATION FROM THE INTERSECTION OF LEE TREVINO
 CE0502'DRIVE AND INTERSTATE HIGHWAY 10, GO NORTH ON LEE TREVINO
 CE0502'DRIVE FOR 0.2 KM (0.1 MI) TO THE STATION LOCATED IN THE
 CE0502'CENTER MEDIAN.  THE MARK IS ENCLOSED IN AN IRON BELL AND COVER
 CE0502'MARKED CITY OF EL PASO HORIZONTAL CONTROL.
 CE0502'
 CE0502'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0502'STAMPED---EAST 10 EPGS 1980---,
 CE0502'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER
 CE0502'RECESSED 18 CM BELOW THE GROUND.  IT IS LOCATED
 CE0502'83.4 METERS (273.5 FT) NORTH FROM THE SOUTHERN END OF CENTER
 CE0502'DIVIDER AT GATEWAY WEST,
 CE0502'15.9 METERS (52.3 FT) EAST FROM THE FACE OF WEST SIDEWALK CURB,
 CE0502'14.4 METERS (47.4 FT) WEST FROM THE FACE OF EAST SIDEWALK CURB,
 CE0502'3.5 METERS (11.6 FT) WEST FROM THE FACE OF EAST MEDIAN CURB, AND
 CE0502'3.5 METERS (11.4 FT) EAST FROM THE FACE OF WEST MEDIAN CURB.
 CE0502'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0502'STAMPED---EAST 10 EPGS 1980---,
 CE0502'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 CE0502'
 CE0502'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0537 ***********************************************************************
 CE0537  DESIGNATION -  EAST 11
 CE0537  PID         -  CE0537
 CE0537  STATE/COUNTY-  TX/EL PASO
 CE0537  USGS QUAD   -  FORT BLISS SE (1994)
 CE0537
 CE0537                         *CURRENT SURVEY CONTROL
 CE0537  ___________________________________________________________________
 CE0537* NAD 83(1993)-  31 47 01.36960(N)    106 19 19.95806(W)     ADJUSTED  
 CE0537* NAVD 88     -      1210.     (meters)    3970.     (feet)  VERTCON   
 CE0537  ___________________________________________________________________
 CE0537  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 CE0537  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CE0537
 CE0537  HORZ ORDER  -  SECOND
 CE0537
 CE0537.The horizontal coordinates were established by classical geodetic methods
 CE0537.and adjusted by the National Geodetic Survey in February 1996..
 CE0537
 CE0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0537
 CE0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0537
 CE0537.The geoid height was determined by GEOID03.
 CE0537
 CE0537;                    North         East     Units Scale Factor Converg.
 CE0537;SPC TX C     - 3,249,959.163   133,056.057   MT  0.99997476   -3 05 04.6
 CE0537;SPC TX C     -10,662,574.35    436,534.75   sFT  0.99997476   -3 05 04.6
 CE0537;UTM  13      - 3,517,223.311   374,812.879   MT  0.99979328   -0 41 47.5
 CE0537
 CE0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0537!SPC TX C     -   0.99981389  x   0.99997476  =   0.99978866
 CE0537!UTM  13      -   0.99981389  x   0.99979328  =   0.99960721
 CE0537
 CE0537:                Primary Azimuth Mark                     Grid Az
 CE0537:SPC TX C     -  SITE MONITER WATER TANK                  038 40 13.7
 CE0537:UTM  13      -  SITE MONITER WATER TANK                  036 16 56.6
 CE0537
 CE0537|---------------------------------------------------------------------|
 CE0537| PID    Reference Object                     Distance      Geod. Az  |
 CE0537|                                                           dddmmss.s |
 CE0537| CE0527 SITE MONITER WATER TANK             APPROX. 3.6 KM 0353509.1 |
 CE0537| CE0536 EL PASO ELECTRIC MICROWAVE          APPROX. 1.1 KM 1324218.9 |
 CE0537| CE0539 MOSSWOOD                            APPROX. 2.5 KM 2071758.1 |
 CE0537|---------------------------------------------------------------------|
 CE0537
 CE0537                          SUPERSEDED SURVEY CONTROL
 CE0537
 CE0537  NAD 83(1993)-  31 47 01.37239(N)    106 19 19.95659(W) AD(       ) 2
 CE0537  NAD 83(1986)-  31 47 01.37359(N)    106 19 19.95617(W) AD(       ) 2
 CE0537  NAD 27      -  31 47 00.98186(N)    106 19 18.01836(W) AD(       ) 2
 CE0537  NGVD 29 (07/19/86) 1209.     (m)         3967.     (f) VERT ANG       
 CE0537
 CE0537.Superseded values are not recommended for survey control.
 CE0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0537.See file dsdata.txt to determine how the superseded data were derived.
 CE0537
 CE0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7481317223(NAD 83)
 CE0537_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0537+STABILITY: SURFACE MOTION
 CE0537
 CE0537  HISTORY     - Date     Condition        Report By
 CE0537  HISTORY     - 1980     MONUMENTED       TX2190
 CE0537
 CE0537                          STATION DESCRIPTION
 CE0537
 CE0537'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0537'THE STATION IS LOCATED ABOUT 16.9 KM (10-1/2 MI) FROM THE
 CE0537'CENTER OF EL PASO, 8.0 KM (5 MI) NORTH-NORTHWEST FROM YSLETA,
 CE0537'AND 8.0 KM (5 MI) SOUTHEAST OF EL PASO INTERNATIONAL AIRPORT
 CE0537'CONTROL TOWER.
 CE0537'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0537'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0537'915-543-4200.
 CE0537'
 CE0537'TO REACH THE STATION FROM THE INTERSECTION OF LEE TREVINO
 CE0537'DRIVE AND INTERSTATE HIGHWAY 10, GO NORTH ON LEE TREVINO
 CE0537'DRIVE FOR 5.1 KM (3.2 MI) TO THE INTERSECTION OF LEE TREVINO
 CE0537'DRIVE AND PEBBLE HILLS ROAD, TURN RIGHT ON PEBBLE HILLS
 CE0537'ROOD FOR 0.1 KM (0.05 MI) TO THE STATION IN THE CENTER
 CE0537'MEDIAN.  THE MARK IS UNDER AN IRON BELL WITH A COVER MARKED
 CE0537'CITY OF EL PASO HORIZONTAL CONTROL.
 CE0537'
 CE0537'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0537'STAMPED---EAST 11 EPGS 11-6-80---,
 CE0537'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CE0537'RECESSED 33 CM BELOW THE GROUND.  IT IS LOCATED
 CE0537'73.3 METERS (240.4 FT) EAST FROM THE END OF CENTER MEDIAN ON
 CE0537'EAST SIDE OF LEE TREVINO,
 CE0537'13.7 METERS (44.9 FT) NORTH FROM THE FACE OF SIDEWALK CURB ON
 CE0537'PEBBLE HILLS DRIVE,
 CE0537'13.6 METERS (44.5 FT) SOUTH FROM THE FACE OF SIDEWALK CURB ON
 CE0537'PEBBLE HILLS DRIVE,
 CE0537'3.5 METERS (11.6 FT) NORTH FROM A CROSS CHISELED IN SOUTH
 CE0537'MEDIAN CURB, AND
 CE0537'2.3 METERS (7.6 FT) SOUTH FROM A CROSS CHISELED IN NORTH MEDIAN
 CE0537'CURB.
 CE0537'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0537'STAMPED---EAST 11 EPGS 11-6-80---,
 CE0537'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0537'
 CE0537'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0484 ***********************************************************************
 CE0484  DESIGNATION -  EAST 12
 CE0484  PID         -  CE0484
 CE0484  STATE/COUNTY-  TX/EL PASO
 CE0484  USGS QUAD   -  CLINT NW (1995)
 CE0484
 CE0484                         *CURRENT SURVEY CONTROL
 CE0484  ___________________________________________________________________
 CE0484* NAD 83(1993)-  31 38 32.54934(N)    106 12 32.09797(W)     ADJUSTED  
 CE0484* NAVD 88     -      1212.5    (meters)    3978.     (feet)  VERTCON   
 CE0484  ___________________________________________________________________
 CE0484  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 CE0484  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0484
 CE0484  HORZ ORDER  -  SECOND
 CE0484
 CE0484.The horizontal coordinates were established by classical geodetic methods
 CE0484.and adjusted by the National Geodetic Survey in February 1996..
 CE0484
 CE0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0484
 CE0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0484
 CE0484.The geoid height was determined by GEOID03.
 CE0484
 CE0484;                    North         East     Units Scale Factor Converg.
 CE0484;SPC TX C     - 3,233,737.791   142,943.790   MT  0.99994415   -3 01 34.6
 CE0484;SPC TX C     -10,609,354.74    468,974.75   sFT  0.99994415   -3 01 34.6
 CE0484;UTM  13      - 3,501,431.263   385,366.570   MT  0.99976207   -0 38 03.4
 CE0484
 CE0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0484!SPC TX C     -   0.99981343  x   0.99994415  =   0.99975759
 CE0484!UTM  13      -   0.99981343  x   0.99976207  =   0.99957555
 CE0484
 CE0484:                Primary Azimuth Mark                     Grid Az
 CE0484:SPC TX C     -  HORIZON CITY RADAR DOME                  017 31 52.7
 CE0484:UTM  13      -  HORIZON CITY RADAR DOME                  015 08 21.5
 CE0484
 CE0484|---------------------------------------------------------------------|
 CE0484| PID    Reference Object                     Distance      Geod. Az  |
 CE0484|                                                           dddmmss.s |
 CE0484| CE0483 HORIZON CITY RADAR DOME             APPROX. 4.4 KM 0143018.1 |
 CE0484| CE0479 CLINT                               APPROX. 2.6 KM 1170052.5 |
 CE0484|---------------------------------------------------------------------|
 CE0484
 CE0484                          SUPERSEDED SURVEY CONTROL
 CE0484
 CE0484  NAD 83(1986)-  31 38 32.55481(N)    106 12 32.09406(W) AD(       ) 2
 CE0484  NAD 27      -  31 38 32.14546(N)    106 12 30.16972(W) AD(       ) 2
 CE0484  NGVD 29 (07/19/86) 1211.9    (m)         3976.     (f) VERT ANG       
 CE0484
 CE0484.Superseded values are not recommended for survey control.
 CE0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0484.See file dsdata.txt to determine how the superseded data were derived.
 CE0484
 CE0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8536701431(NAD 83)
 CE0484_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0484+STABILITY: SURFACE MOTION
 CE0484
 CE0484  HISTORY     - Date     Condition        Report By
 CE0484  HISTORY     - 1980     MONUMENTED       TX2190
 CE0484
 CE0484                          STATION DESCRIPTION
 CE0484
 CE0484'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0484'THE STATION IS LOCATED ABOUT 26.0 KM (16 MI) SOUTHEAST OF
 CE0484'DOWNTOWN EL PASO, 11.3 KM
 CE0484'(7 MI) SOUTHEAST OF YSLETA, 8.0 KM (5 MI) NORTH OF CLINT
 CE0484'AND 3.2 KM (2 MI) NORTH-NORTHEAST OF INTERSTATE HIGHWAY
 CE0484'10.
 CE0484'OWNERSHIP--HORIZON CORPORATION, DAVE RADER, PROJECT
 CE0484'ENGINEER, 15000 DARRINGTON, HORIZON CITY, TX 79927,
 CE0484'TELEPHONE NUMBER 915-852-4080.
 CE0484'
 CE0484'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0484'HIGHWAY 10 AND HORIZON BLVD (EXIT 37), WHICH IS ABOUT
 CE0484'20.0 KM (18 MI) SOUTHEAST OF THE CENTER OF EL PASO, GO
 CE0484'NORTHEAST ON HORIZON BLVD FOR 5.3 KM (3.3 MI) TO A PAVED
 CE0484'CROSS ROAD, DARRINGTON DRIVE.  TURN RIGHT AND GO SOUTHEAST
 CE0484'ON DARRINGTON DRIVE FOR 1.0 KM (0.6 MI) TO END OF PAVEMENT
 CE0484'CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.6 KM (0.4 MI)
 CE0484'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH-SOUTHEAST
 CE0484'ON WINDING DIRT ROAD FOR 0.8 KM (0.5 MI) TO A ROAD LEFT.
 CE0484'TURN LEFT AND GO SOUTH FOR 2.9 KM (1.8 MI) TO A DIRT ROAD
 CE0484'ON RIGHT.  TURN RIGHT AND GO WEST FOR 1.0 KM (0.6 MI) TO
 CE0484'STATION ABOUT 100 YARDS ON THE RIGHT ON TOP OF A SAND DUNE.
 CE0484'STATION IS SURROUNDED BY A SEWER PIPE.
 CE0484'
 CE0484'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0484'STAMPED---EAST 12 EPGS 1980---,
 CE0484'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0484'RECESSED 34 CM BELOW THE GROUND.  IT IS LOCATED
 CE0484'13.4 METERS WEST FROM A 4-INCH IRON PIPE.
 CE0484'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0484'STAMPED---EAST 12 EPGS 1980---,
 CE0484'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0484'
 CE0484'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0398 ***********************************************************************
 CE0398  DESIGNATION -  EAST 13
 CE0398  PID         -  CE0398
 CE0398  STATE/COUNTY-  TX/EL PASO
 CE0398  USGS QUAD   -  FORT BLISS SE (1994)
 CE0398
 CE0398                         *CURRENT SURVEY CONTROL
 CE0398  ___________________________________________________________________
 CE0398* NAD 83(1993)-  31 47 44.86439(N)    106 20 54.17169(W)     ADJUSTED  
 CE0398* NAVD 88     -      1200.897  (meters)    3939.94   (feet)  ADJUSTED  
 CE0398  ___________________________________________________________________
 CE0398  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CE0398  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0398  DYNAMIC HT  -        1199.054 (meters)    3933.90  (feet)  COMP
 CE0398  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 CE0398
 CE0398  HORZ ORDER  -  SECOND
 CE0398  VERT ORDER  -  FIRST     CLASS I
 CE0398
 CE0398.The horizontal coordinates were established by classical geodetic methods
 CE0398.and adjusted by the National Geodetic Survey in February 1996..
 CE0398.No horizontal observational check was made to the station.
 CE0398
 CE0398.The orthometric height was determined by differential leveling
 CE0398.and adjusted by the National Geodetic Survey in November 1996..
 CE0398
 CE0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0398
 CE0398.The geoid height was determined by GEOID03.
 CE0398
 CE0398.The dynamic height is computed by dividing the NAVD 88
 CE0398.geopotential number by the normal gravity value computed on the
 CE0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0398.degrees latitude (g = 980.6199 gals.).
 CE0398
 CE0398.The modeled gravity was interpolated from observed gravity values.
 CE0398
 CE0398;                    North         East     Units Scale Factor Converg.
 CE0398;SPC TX C     - 3,251,430.520   130,653.413   MT  0.99997766   -3 05 53.2
 CE0398;SPC TX C     -10,667,401.63    428,652.07   sFT  0.99997766   -3 05 53.2
 CE0398;UTM  13      - 3,518,593.043   372,351.460   MT  0.99980096   -0 42 38.0
 CE0398
 CE0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0398!SPC TX C     -   0.99981526  x   0.99997766  =   0.99979292
 CE0398!UTM  13      -   0.99981526  x   0.99980096  =   0.99961626
 CE0398
 CE0398                          SUPERSEDED SURVEY CONTROL
 CE0398
 CE0398  NAD 83(1993)-  31 47 44.86673(N)    106 20 54.17040(W) AD(       ) 2
 CE0398  NAD 83(1986)-  31 47 44.86825(N)    106 20 54.16994(W) AD(       ) 2
 CE0398  NAD 27      -  31 47 44.47644(N)    106 20 52.22809(W) AD(       ) 2
 CE0398  NAVD 88 (06/15/91) 1200.901  (m)         3939.96   (f) UNKNOWN     1 1
 CE0398  NGVD 29 (07/19/86) 1198.6    (m)         3932.     (f) VERT ANG       
 CE0398
 CE0398.Superseded values are not recommended for survey control.
 CE0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0398.See file dsdata.txt to determine how the superseded data were derived.
 CE0398
 CE0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7235118593(NAD 83)
 CE0398_MARKER: DD = SURVEY DISK
 CE0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0398_SP_SET: CONCRETE POST
 CE0398_STAMPING: EAST 13 EPGS
 CE0398_MARK LOGO: TX2190
 CE0398_PROJECTION: RECESSED 50 CENTIMETERS
 CE0398_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0398+STABILITY: SURFACE MOTION
 CE0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0398+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0398
 CE0398  HISTORY     - Date     Condition        Report By
 CE0398  HISTORY     - 1980     MONUMENTED       TX2190
 CE0398  HISTORY     - 1981     GOOD             NGS
 CE0398  HISTORY     - 19921117 GOOD             NGS
 CE0398
 CE0398                          STATION DESCRIPTION
 CE0398
 CE0398'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0398'THE STATION IS LOCATED ABOUT 12.4 KM (7-1/2 MI) EAST-NORTHEAST
 CE0398'OF THE CENTER OF EL PASO, 12.0 KM (7-1/4 MI) NORTH-NORTHWEST
 CE0398'OF YSLETA, AND 3.3 KM (2 MI) EAST-SOUTHEAST OF THE
 CE0398'EL PASO INTERNATIONAL AIRPORT CONTROL TOWER.
 CE0398'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND
 CE0398'PUBLIC TRANSP, MR. LYLE D. SCARBROUGH, DESIGN
 CE0398'ENGINEER, 212 NORTH CLARK, EL PASO, TX 79915,
 CE0398'TELEPHONE NUMBER 915-778-4254.
 CE0398'
 CE0398'THE STATION IS IN THE SOUTHEAST ANGLE OF THE
 CE0398'INTERSECTION OF MONTANA AVENUE AND WEDGEWOOD DRIVE AND IS
 CE0398'BENEATH AN IRON BELL AND COVER MARKED CITY OF EL PASO
 CE0398'HORIZONTAL CONTROL.
 CE0398'
 CE0398'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0398'STAMPED---EAST 13 EPGS 1980---,
 CE0398'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CE0398'RECESSED 23 CM BELOW THE GROUND.  IT IS LOCATED
 CE0398'18.2 METERS (59.7 FT) SOUTH FROM THE CENTERLINE OF MONTANA AVENUE,
 CE0398'14.2 METERS (46.8 FT) EAST FROM THE CENTERLINE OF WEDGEWOOD AND
 CE0398'0.6 METER (2.0 FT) SOUTHEAST FROM SOUTHEAST CORNER OF SIGNAL BOX
 CE0398'ON SOUTHEAST CORNER OF INTERSECTION.
 CE0398'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0398'STAMPED---EAST 13 EPGS 1980---,
 CE0398'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 CE0398'
 CE0398'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 CE0398
 CE0398                          STATION RECOVERY (1981)
 CE0398
 CE0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0398'IN EL PASO.
 CE0398'THE MARK IS 0.3 M BELOW THE ROAD.
 CE0398'IN EL PASO, AT THE JUNCTION OF MONTANA STREET AND WEDGEWOOD DRIVE,
 CE0398'18.0 METERS (59.0 FT) SOUTH OF THE CENTERLINE OF THE STREET, 14.6
 CE0398'METERS (47.8 FT) EAST OF THE CENTERLINE OF THE DRIVE AND 3.5 METERS
 CE0398'(11.5 FT) SOUTH-SOUTHWEST OF A TRAFFIC LIGHT.  NOTE=ACCESS TO THE DISK
 CE0398'IS THROUGH AN 8-INCH PRECAST EL PASO HORIZONTAL CONTROL MANHOLE COVER.
 CE0398
 CE0398                          STATION RECOVERY (1992)
 CE0398
 CE0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0398'IN EL PASO, AT THE INTERSECTION OF U.S. HIGHWAYS 62 AND 180 AND
 CE0398'WEDGEWOOD DRIVE, 14.6 M (47.9 FT) EAST OF THE DRIVE CENTERLINE, 10.5
 CE0398'M (34.4 FT) SOUTH OF AND LEVEL WITH THE CENTER OF THE EASTBOUND LANES
 CE0398'OF THE AVENUE, 3.5 M (11.5 FT) SOUTH-SOUTHWEST OF A TRAFFIC LIGHT,
 CE0398'0.6 M (2.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A TRAFFIC CONTROL
 CE0398'JUNCTION BOX, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) BELOW THE
 CE0398'GROUND SURFACE.  NOTE--ACCESS TO THE MONUMENT IS THROUGH AN 8-INCH
 CE0398'METAL COVER PRECAST EL PASO HORIZONTAL CONTROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0477 ***********************************************************************
 CE0477  DESIGNATION -  EAST 14
 CE0477  PID         -  CE0477
 CE0477  STATE/COUNTY-  TX/EL PASO
 CE0477  USGS QUAD   -  CLINT (1995)
 CE0477
 CE0477                         *CURRENT SURVEY CONTROL
 CE0477  ___________________________________________________________________
 CE0477* NAD 83(1993)-  31 36 08.18398(N)    106 10 31.70589(W)     ADJUSTED  
 CE0477* NAVD 88     -      1210.9    (meters)    3973.     (feet)  VERTCON   
 CE0477  ___________________________________________________________________
 CE0477  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 CE0477  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CE0477
 CE0477  HORZ ORDER  -  SECOND
 CE0477
 CE0477.The horizontal coordinates were established by classical geodetic methods
 CE0477.and adjusted by the National Geodetic Survey in February 1996..
 CE0477
 CE0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0477
 CE0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0477
 CE0477.The geoid height was determined by GEOID03.
 CE0477
 CE0477;                    North         East     Units Scale Factor Converg.
 CE0477;SPC TX C     - 3,229,130.734   145,878.084   MT  0.99993658   -3 00 32.6
 CE0477;SPC TX C     -10,594,239.75    478,601.68   sFT  0.99993658   -3 00 32.6
 CE0477;UTM  13      - 3,496,951.532   388,490.057   MT  0.99975336   -0 36 57.7
 CE0477
 CE0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0477!SPC TX C     -   0.99981369  x   0.99993658  =   0.99975028
 CE0477!UTM  13      -   0.99981369  x   0.99975336  =   0.99956709
 CE0477
 CE0477:                Primary Azimuth Mark                     Grid Az
 CE0477:SPC TX C     -  CLINT                                    348 02 49.2
 CE0477:UTM  13      -  CLINT                                    345 39 14.3
 CE0477
 CE0477|---------------------------------------------------------------------|
 CE0477| PID    Reference Object                     Distance      Geod. Az  |
 CE0477|                                                           dddmmss.s |
 CE0477| CE0479 CLINT                               APPROX. 3.4 KM 3450216.6 |
 CE0477| CE0483 HORIZON CITY RADAR DOME             APPROX. 8.9 KM 3463431.0 |
 CE0477|---------------------------------------------------------------------|
 CE0477
 CE0477                          SUPERSEDED SURVEY CONTROL
 CE0477
 CE0477  NAD 83(1986)-  31 36 08.18988(N)    106 10 31.70135(W) AD(       ) 2
 CE0477  NAD 27      -  31 36 07.77487(N)    106 10 29.78221(W) AD(       ) 2
 CE0477  NGVD 29 (07/19/86) 1210.3    (m)         3971.     (f) VERT ANG       
 CE0477
 CE0477.Superseded values are not recommended for survey control.
 CE0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0477.See file dsdata.txt to determine how the superseded data were derived.
 CE0477
 CE0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ8849096952(NAD 83)
 CE0477_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0477_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0477+STABILITY: SURFACE MOTION
 CE0477
 CE0477  HISTORY     - Date     Condition        Report By
 CE0477  HISTORY     - 1980     MONUMENTED       TX2190
 CE0477
 CE0477                          STATION DESCRIPTION
 CE0477
 CE0477'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0477'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) NORTHWEST OF
 CE0477'FABENS, 7.2 KM (4-1/2 MI) SOUTH OF HORIZON CITY AND 3.2 KM
 CE0477'(2 MI) NORTHEAST OF CLINT.
 CE0477'OWNERSHIP--COUNTY OF EL PASO, ROADS AND BRIDGES ADMINISTRATION,
 CE0477'COUNTY OF EL PASO, CITY-COUNTY BUILDING, EL PASO, TX.
 CE0477'
 CE0477'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0477'HIGHWAY 10 AND HORIZON BLVD (EXIT 37) ABOUT 29 KM (18 MI)
 CE0477'SOUTHEAST FROM THE CENTER OF EL PASO, GO SOUTHEASTERLY ON
 CE0477'INTERSTATE HIGHWAY 10 FOR 7.4 KM (4.6 MI) TO THE CLINT
 CE0477'EXIT (EXIT 42).  TURN LEFT AT THE OVERPASS AND GO
 CE0477'NORTHERLY AROUND THE LOOP FOR 0.2 KM (0.15 MI) TO A
 CE0477'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON
 CE0477'THE PAVED ROAD FOR 0.2 KM (0.10 MI) TO A CATTLE GUARD
 CE0477'ACROSS THE ROAD.  CONTINUE NORTHEASTERLY ON THE PAVED
 CE0477'ROAD FOR 1.0 KM (0.60 MI) TO A FORK ROAD.  BEAR RIGHT
 CE0477'AND GO EASTERLY ON A GRAVEL ROAD FOR 0.5 KM (0.30 MI)
 CE0477'TO A FENCED AREA AROUND A DUMP SITE AND A FORK.  BEAR
 CE0477'LEFT AND GO EASTERLY ON THE GRAVEL ROAD FOR 0.2 KM
 CE0477'(0.15 MI) TO A SMALL KNOLL ON THE LEFT AND THE STATION.
 CE0477'
 CE0477'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0477'STAMPED---EAST 14 EPGS 1980---,
 CE0477'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 37 CM IN DIAMETER
 CE0477'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 CE0477'36.58 METERS (120.0 FT) NORTH FROM THE CENTER OF GRAVEL ROAD.
 CE0477'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0477'STAMPED---EAST 14 EPGS 1980---,
 CE0477'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0477'
 CE0477'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 CE0477'
 CE0477'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CLINT
 CE0477'1934, USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0531 ***********************************************************************
 CE0531  DESIGNATION -  EAST 15
 CE0531  PID         -  CE0531
 CE0531  STATE/COUNTY-  TX/EL PASO
 CE0531  USGS QUAD   -  FORT BLISS SE (1994)
 CE0531
 CE0531                         *CURRENT SURVEY CONTROL
 CE0531  ___________________________________________________________________
 CE0531* NAD 83(1993)-  31 48 26.92568(N)    106 15 30.04960(W)     ADJUSTED  
 CE0531* NAVD 88     -      1219.2    (meters)    4000.     (feet)  VERTCON   
 CE0531  ___________________________________________________________________
 CE0531  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 CE0531  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CE0531
 CE0531  HORZ ORDER  -  SECOND
 CE0531
 CE0531.The horizontal coordinates were established by classical geodetic methods
 CE0531.and adjusted by the National Geodetic Survey in February 1996..
 CE0531
 CE0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0531
 CE0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0531
 CE0531.The geoid height was determined by GEOID03.
 CE0531
 CE0531;                    North         East     Units Scale Factor Converg.
 CE0531;SPC TX C     - 3,252,266.823   139,236.305   MT  0.99998050   -3 03 06.2
 CE0531;SPC TX C     -10,670,145.40    456,811.11   sFT  0.99998050   -3 03 06.2
 CE0531;UTM  13      - 3,519,786.007   380,890.420   MT  0.99977497   -0 39 47.9
 CE0531
 CE0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0531!SPC TX C     -   0.99981236  x   0.99998050  =   0.99979286
 CE0531!UTM  13      -   0.99981236  x   0.99977497  =   0.99958737
 CE0531
 CE0531:                Primary Azimuth Mark                     Grid Az
 CE0531:SPC TX C     -  SITE MONITER WATER TANK                  277 43 28.3
 CE0531:UTM  13      -  SITE MONITER WATER TANK                  275 20 10.0
 CE0531
 CE0531|---------------------------------------------------------------------|
 CE0531| PID    Reference Object                     Distance      Geod. Az  |
 CE0531|                                                           dddmmss.s |
 CE0531| CE0527 SITE MONITER WATER TANK             APPROX. 3.9 KM 2744022.1 |
 CE0531| CE0533 VORTAC EL PASO ELP                  APPROX. 2.4 KM 2924602.1 |
 CE0531| CE0525 DUNE 2                              APPROX. 3.4 KM 3474210.7 |
 CE0531|---------------------------------------------------------------------|
 CE0531
 CE0531                          SUPERSEDED SURVEY CONTROL
 CE0531
 CE0531  NAD 83(1993)-  31 48 26.92917(N)    106 15 30.04832(W) AD(       ) 2
 CE0531  NAD 83(1986)-  31 48 26.93021(N)    106 15 30.04771(W) AD(       ) 2
 CE0531  NAD 27      -  31 48 26.53826(N)    106 15 28.11871(W) AD(       ) 2
 CE0531  NGVD 29 (07/19/86) 1218.6    (m)         3998.     (f) VERT ANG       
 CE0531
 CE0531.Superseded values are not recommended for survey control.
 CE0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0531.See file dsdata.txt to determine how the superseded data were derived.
 CE0531
 CE0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8089019786(NAD 83)
 CE0531_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0531_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0531+STABILITY: SURFACE MOTION
 CE0531
 CE0531  HISTORY     - Date     Condition        Report By
 CE0531  HISTORY     - 1980     MONUMENTED       TX2190
 CE0531
 CE0531                          STATION DESCRIPTION
 CE0531
 CE0531'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0531'THE STATION IS LOCATED ABOUT 25.7 KM (16 MI) SOUTHWEST
 CE0531'OF HUECO TANKS STATE PARK, 15.3 KM (9-1/2 MI)
 CE0531'EAST-NORTHEAST OF DOWNTOWN EL PASO AND ON U.S. HIGHWAYS 62
 CE0531'AND 180 (MONTANA AVENUE).
 CE0531'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND
 CE0531'PUBLIC TRANSP, MR. LYLE D. SCARBROUGH, DESIGN
 CE0531'ENGINEER, 212 NORTH CLARK, EL PASO, TX 79915,
 CE0531'TELEPHONE NUMBER 915-778-4254.
 CE0531'
 CE0531'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62
 CE0531'AND 180 (MONTANA AVENUE) AND YARBROUGH DRIVE, GO EAST ON
 CE0531'U.S. HIGHWAYS 62 AND 180 (MONTANA AVENUE) FOR 7.1 KM (4.4 MI)
 CE0531'TO THE STATION ON THE RIGHT.
 CE0531'
 CE0531'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0531'STAMPED---EAST 15 EPGS---,
 CE0531'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0531'RECESSED 11 CM BELOW THE GROUND.  IT IS LOCATED
 CE0531'13.9 METERS SOUTH FROM THE CENTER OF THE EAST BOUND LANE AND
 CE0531'1.7 METERS NORTH FROM THE CEMETARY WALL.
 CE0531'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0531'STAMPED---EAST 15 EPGS 1980---,
 CE0531'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0531'
 CE0531'THE STATION IS ENCLOSED IN AN IRON COLLAR WITH LID.
 CE0531'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0469 ***********************************************************************
 CE0469  DESIGNATION -  EAST 16
 CE0469  PID         -  CE0469
 CE0469  STATE/COUNTY-  TX/EL PASO
 CE0469  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0469
 CE0469                         *CURRENT SURVEY CONTROL
 CE0469  ___________________________________________________________________
 CE0469* NAD 83(1993)-  31 48 44.11230(N)    106 13 17.98644(W)     ADJUSTED  
 CE0469* NAVD 88     -      1227.2    (meters)    4026.     (feet)  VERTCON   
 CE0469  ___________________________________________________________________
 CE0469  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 CE0469  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CE0469
 CE0469  HORZ ORDER  -  SECOND
 CE0469
 CE0469.The horizontal coordinates were established by classical geodetic methods
 CE0469.and adjusted by the National Geodetic Survey in February 1996..
 CE0469
 CE0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0469
 CE0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0469
 CE0469.The geoid height was determined by GEOID03.
 CE0469
 CE0469;                    North         East     Units Scale Factor Converg.
 CE0469;SPC TX C     - 3,252,611.084   142,732.979   MT  0.99998168   -3 01 58.2
 CE0469;SPC TX C     -10,671,274.86    468,283.12   sFT  0.99998168   -3 01 58.2
 CE0469;UTM  13      - 3,520,275.596   384,368.973   MT  0.99976490   -0 38 38.6
 CE0469
 CE0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0469!SPC TX C     -   0.99981109  x   0.99998168  =   0.99979277
 CE0469!UTM  13      -   0.99981109  x   0.99976490  =   0.99957603
 CE0469
 CE0469:                Primary Azimuth Mark                     Grid Az
 CE0469:SPC TX C     -  EL PASO PEBBLE HILLS MUN TANK            237 01 40.7
 CE0469:UTM  13      -  EL PASO PEBBLE HILLS MUN TANK            234 38 21.1
 CE0469
 CE0469|---------------------------------------------------------------------|
 CE0469| PID    Reference Object                     Distance      Geod. Az  |
 CE0469|                                                           dddmmss.s |
 CE0469| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX. 8.9 KM 2335942.5 |
 CE0469| CE0527 SITE MONITER WATER TANK             APPROX. 7.4 KM 2682421.6 |
 CE0469| CE0533 VORTAC EL PASO ELP                  APPROX. 5.7 KM 2740504.8 |
 CE0469| CE0525 DUNE 2                              APPROX. 5.1 KM 3034503.3 |
 CE0469|---------------------------------------------------------------------|
 CE0469
 CE0469                          SUPERSEDED SURVEY CONTROL
 CE0469
 CE0469  NAD 83(1993)-  31 48 44.11622(N)    106 13 17.98527(W) AD(       ) 2
 CE0469  NAD 83(1986)-  31 48 44.11699(N)    106 13 17.98459(W) AD(       ) 2
 CE0469  NAD 27      -  31 48 43.72473(N)    106 13 16.05878(W) AD(       ) 2
 CE0469  NGVD 29 (07/19/86) 1226.6    (m)         4024.     (f) VERT ANG       
 CE0469
 CE0469.Superseded values are not recommended for survey control.
 CE0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0469.See file dsdata.txt to determine how the superseded data were derived.
 CE0469
 CE0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8436920276(NAD 83)
 CE0469_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0469_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0469+STABILITY: SURFACE MOTION
 CE0469
 CE0469  HISTORY     - Date     Condition        Report By
 CE0469  HISTORY     - 1980     MONUMENTED       TX2190
 CE0469
 CE0469                          STATION DESCRIPTION
 CE0469
 CE0469'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0469'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI) EAST-NORTHEAST
 CE0469'OF DOWNTOWN EL PASS, 20.9 KM (13 MI) SOUTHWEST OF THE
 CE0469'HUECO TANKS STATE PARK, AND 55 FEET SOUTH OF U.S. HIGHWAYS
 CE0469'62 AND 180.
 CE0469'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND
 CE0469'PUBLIC TRANSP, MR. LYLE D. SCARBROUGH, DESIGN
 CE0469'ENGINEER, 212 NORTH CLARK, EL PASO, TX 79915,
 CE0469'TELEPHONE NUMBER 915-778-4254.
 CE0469'
 CE0469'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 CE0469'HIGHWAY 10 AND FARM ROAD 659 ON THE EAST SIDE OF EL PASO,
 CE0469'GO NORTHERLY ON FARM ROAD 659 FOR 5.8 KM (3.6 MI) TO A
 CE0469'ROAD, 375 LOOP.  CONTINUE AHEAD ON FARM ROAD 659,
 CE0469'NORTHEASTERLY FOR 8.0 KM (4.95 MI) TO THE END OF THE ROAD.
 CE0469'TURN LEFT AND GO WEST ON U.S. HIGHWAYS 62 AND 180
 CE0469'(MONTANA AVENUE) FOR 0.6 KM (0.4 MI) TO THE STATION ON THE
 CE0469'LEFT.
 CE0469'
 CE0469'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0469'STAMPED---EAST 16 EPGS---,
 CE0469'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 CE0469'RECESSED 21 CM BELOW THE GROUND.  IT IS LOCATED
 CE0469'21.95 METERS WEST FROM A UTILITY POLE AND
 CE0469'16.7 METERS SOUTH FROM THE CENTER OF THE EAST BOUND LANE.
 CE0469'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0469'STAMPED---EAST 16 EPGS---,
 CE0469'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0469'
 CE0469'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0469'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0538 ***********************************************************************
 CE0538  DESIGNATION -  EAST 2
 CE0538  PID         -  CE0538
 CE0538  STATE/COUNTY-  TX/EL PASO
 CE0538  USGS QUAD   -  FORT BLISS SE (1994)
 CE0538
 CE0538                         *CURRENT SURVEY CONTROL
 CE0538  ___________________________________________________________________
 CE0538* NAD 83(1993)-  31 47 54.77932(N)    106 19 42.33792(W)     ADJUSTED  
 CE0538* NAVD 88     -      1215.0    (meters)    3986.     (feet)  VERTCON   
 CE0538  ___________________________________________________________________
 CE0538  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 CE0538  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CE0538
 CE0538  HORZ ORDER  -  SECOND
 CE0538
 CE0538.The horizontal coordinates were established by classical geodetic methods
 CE0538.and adjusted by the National Geodetic Survey in February 1996..
 CE0538
 CE0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0538
 CE0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0538
 CE0538.The geoid height was determined by GEOID03.
 CE0538
 CE0538;                    North         East     Units Scale Factor Converg.
 CE0538;SPC TX C     - 3,251,633.502   132,556.735   MT  0.99997833   -3 05 16.2
 CE0538;SPC TX C     -10,668,067.58    434,896.55   sFT  0.99997833   -3 05 16.2
 CE0538;UTM  13      - 3,518,875.090   374,244.332   MT  0.99979504   -0 42 00.3
 CE0538
 CE0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0538!SPC TX C     -   0.99981304  x   0.99997833  =   0.99979138
 CE0538!UTM  13      -   0.99981304  x   0.99979504  =   0.99960812
 CE0538
 CE0538:                Primary Azimuth Mark                     Grid Az
 CE0538:SPC TX C     -  SITE MONITER WATER TANK                  067 13 07.5
 CE0538:UTM  13      -  SITE MONITER WATER TANK                  064 49 51.6
 CE0538
 CE0538|---------------------------------------------------------------------|
 CE0538| PID    Reference Object                     Distance      Geod. Az  |
 CE0538|                                                           dddmmss.s |
 CE0538| CE0527 SITE MONITER WATER TANK             APPROX. 3.0 KM 0640751.3 |
 CE0538| CE0401 SHERMAN RM 5                        APPROX. 3.2 KM 0802454.0 |
 CE0538| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX. 4.7 KM 1412100.5 |
 CE0538| CE0536 EL PASO ELECTRIC MICROWAVE          APPROX. 2.8 KM 1492458.1 |
 CE0538| CE0541 EL PASO EASTWOOD MUN TANK           APPROX. 4.4 KM 2255709.4 |
 CE0538|---------------------------------------------------------------------|
 CE0538
 CE0538                          SUPERSEDED SURVEY CONTROL
 CE0538
 CE0538  NAD 83(1993)-  31 47 54.78197(N)    106 19 42.33653(W) AD(       ) 2
 CE0538  NAD 83(1986)-  31 47 54.78336(N)    106 19 42.33592(W) AD(       ) 2
 CE0538  NAD 27      -  31 47 54.39021(N)    106 19 40.40149(W) AD(       ) 2
 CE0538  NGVD 29 (07/19/86) 1214.4    (m)         3984.     (f) VERT ANG       
 CE0538
 CE0538.Superseded values are not recommended for survey control.
 CE0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0538.See file dsdata.txt to determine how the superseded data were derived.
 CE0538
 CE0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7424418875(NAD 83)
 CE0538_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0538_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0538+STABILITY: SURFACE MOTION
 CE0538
 CE0538  HISTORY     - Date     Condition        Report By
 CE0538  HISTORY     - 1980     MONUMENTED       TX2190
 CE0538
 CE0538                          STATION DESCRIPTION
 CE0538
 CE0538'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0538'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) NORTHWEST OF
 CE0538'HORIZON CITY AND 2.8 KM (1-3/4 MI) WEST OF THE EL PASO CITY
 CE0538'LIMITS.
 CE0538'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND PUBLIC
 CE0538'TRANSP, MR. LYLE D. SCARBROUGH, SUPERVISING DESIGN
 CE0538'ENGINEER, 212 NORTH CLARK DRIVE, EL PASO, TEXAS 79905.
 CE0538'TELEPHONE NUMBER 915-778-4254, EXT 220.
 CE0538'
 CE0538'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0538'HIGHWAY 10 AND YARBROUGH DRIVE, GO NORTH ON YARBROUGH
 CE0538'DRIVE FOR 5.4 KM (3.35 MI) TO THE JUNCTION OF MONTANA
 CE0538'AVENUE.  TURN RIGHT AND GO EAST ON MONTANA AVENUE FOR
 CE0538'0.4 KM (0.25 MI) TO THE
 CE0538'STATION ON THE LEFT IN THE MEDIAN.
 CE0538'
 CE0538'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0538'STAMPED---EPGS EAST 2 1980---,
 CE0538'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 24 CM IN DIAMETER
 CE0538'RECESSED 7 CM BELOW THE GROUND.  IT IS LOCATED
 CE0538'67.30 METERS EAST FROM A DIVIDED ROAD SIGN IN MEDIAN OF MONTANA
 CE0538'ROAD,
 CE0538'12.5 METERS SOUTH FROM THE CENTER OF THE WEST BOUND LANE, AND
 CE0538'11.0 METERS NORTH FROM CENTER OF THE EAST BOUND LANE.
 CE0538'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0538'STAMPED---EPGS EAST 2 1980---,
 CE0538'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0538'
 CE0538'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0538'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0535 ***********************************************************************
 CE0535  DESIGNATION -  EAST 3
 CE0535  PID         -  CE0535
 CE0535  STATE/COUNTY-  TX/EL PASO
 CE0535  USGS QUAD   -  FORT BLISS SE (1994)
 CE0535
 CE0535                         *CURRENT SURVEY CONTROL
 CE0535  ___________________________________________________________________
 CE0535* NAD 83(1993)-  31 47 01.34048(N)    106 18 07.82913(W)     ADJUSTED  
 CE0535* NAVD 88     -      1218.8    (meters)    3999.     (feet)  VERTCON   
 CE0535  ___________________________________________________________________
 CE0535  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 CE0535  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0535
 CE0535  HORZ ORDER  -  SECOND
 CE0535
 CE0535.The horizontal coordinates were established by classical geodetic methods
 CE0535.and adjusted by the National Geodetic Survey in February 1996..
 CE0535
 CE0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0535
 CE0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0535
 CE0535.The geoid height was determined by GEOID03.
 CE0535
 CE0535;                    North         East     Units Scale Factor Converg.
 CE0535;SPC TX C     - 3,249,856.325   134,950.899   MT  0.99997476   -3 04 27.5
 CE0535;SPC TX C     -10,662,236.96    442,751.41   sFT  0.99997476   -3 04 27.5
 CE0535;UTM  13      - 3,517,199.525   376,710.010   MT  0.99978747   -0 41 09.5
 CE0535
 CE0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0535!SPC TX C     -   0.99981244  x   0.99997476  =   0.99978721
 CE0535!UTM  13      -   0.99981244  x   0.99978747  =   0.99959995
 CE0535
 CE0535:                Primary Azimuth Mark                     Grid Az
 CE0535:SPC TX C     -  SITE MONITER WATER TANK                  007 17 33.9
 CE0535:UTM  13      -  SITE MONITER WATER TANK                  004 54 15.9
 CE0535
 CE0535|---------------------------------------------------------------------|
 CE0535| PID    Reference Object                     Distance      Geod. Az  |
 CE0535|                                                           dddmmss.s |
 CE0535| CE0527 SITE MONITER WATER TANK             APPROX. 3.0 KM 0041306.4 |
 CE0535| CE0401 SHERMAN RM 5                        APPROX. 2.3 KM 0173513.6 |
 CE0535| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX. 2.1 KM 1671404.5 |
 CE0535| CE0536 EL PASO ELECTRIC MICROWAVE          APPROX. 1.3 KM 2333531.2 |
 CE0535|---------------------------------------------------------------------|
 CE0535
 CE0535                          SUPERSEDED SURVEY CONTROL
 CE0535
 CE0535  NAD 83(1993)-  31 47 01.34344(N)    106 18 07.82752(W) AD(       ) 2
 CE0535  NAD 83(1986)-  31 47 01.34469(N)    106 18 07.82702(W) AD(       ) 2
 CE0535  NAD 27      -  31 47 00.95015(N)    106 18 05.89444(W) AD(       ) 2
 CE0535  NGVD 29 (07/19/86) 1218.2    (m)         3997.     (f) VERT ANG       
 CE0535
 CE0535.Superseded values are not recommended for survey control.
 CE0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0535.See file dsdata.txt to determine how the superseded data were derived.
 CE0535
 CE0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7671017200(NAD 83)
 CE0535_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0535_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0535+STABILITY: SURFACE MOTION
 CE0535
 CE0535  HISTORY     - Date     Condition        Report By
 CE0535  HISTORY     - 1980     MONUMENTED       TX2190
 CE0535
 CE0535                          STATION DESCRIPTION
 CE0535
 CE0535'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0535'THE STATION IS LOCATED ABOUT 15.3 KM (9-1/2 MI) NORTHWEST
 CE0535'OF HORIZON CITY, 10.5 KM (6-1/2 MI) NORTH OF YSLETA, AND
 CE0535'1.2 KM (3/4 MI) SOUTH OF U.S. HIGHWAY 62.
 CE0535'OWNERSHIP--CITY OF EL PASO, PERMISSION BY
 CE0535'THE ENGINEERING DEPARTMENT, NO 2 CIVIC CENTER PLAZA,
 CE0535'EL PASO, TEXAS 79999, TELEPHONE NUMBER 915-543-4200.
 CE0535'
 CE0535'TO REACH THE STATION FROM THE INTERSECTION OF LEE TREVINO
 CE0535'DRIVE AND MONTANA AVENUE (U.S. HIGHWAY 62), GO SOUTH ON
 CE0535'LEE TREVINO DRIVE FOR 1.8 KM (1.1 MI) TO PEBBLE HILLS.
 CE0535'TURN LEFT AND GO EAST FOR 2.0 KM (1-1/4 MI) TO GEORGE
 CE0535'DIETER DRIVE.  TURN LEFT AND GO NORTH ON GEORGE DIETER DRIVE
 CE0535'FOR 0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 CE0535'
 CE0535'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0535'STAMPED---EAST 3 EPGS 1980---,
 CE0535'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0535'RECESSED 40 CM BELOW THE GROUND.  IT IS LOCATED
 CE0535'38.59 METERS WEST-SOUTHWEST FROM UTILITY POLE,
 CE0535'19.72 METERS SOUTHEAST FROM THE CORNER OF ROCKWALL AND
 CE0535'11.64 METERS SOUTHEAST FROM THE CENTER OF GEORGE DIETER ST.
 CE0535'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0535'STAMPED---EAST 3 EPGS 1980---,
 CE0535'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0535'
 CE0535'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0535'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0532 ***********************************************************************
 CE0532  DESIGNATION -  EAST 4
 CE0532  PID         -  CE0532
 CE0532  STATE/COUNTY-  TX/EL PASO
 CE0532  USGS QUAD   -  FORT BLISS SE (1994)
 CE0532
 CE0532                         *CURRENT SURVEY CONTROL
 CE0532  ___________________________________________________________________
 CE0532* NAD 83(1993)-  31 45 16.52250(N)    106 16 05.58289(W)     ADJUSTED  
 CE0532* NAVD 88     -      1224.6    (meters)    4018.     (feet)  VERTCON   
 CE0532  ___________________________________________________________________
 CE0532  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 CE0532  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0532
 CE0532  HORZ ORDER  -  SECOND
 CE0532
 CE0532.The horizontal coordinates were established by classical geodetic methods
 CE0532.and adjusted by the National Geodetic Survey in February 1996..
 CE0532
 CE0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0532
 CE0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0532
 CE0532.The geoid height was determined by GEOID03.
 CE0532
 CE0532;                    North         East     Units Scale Factor Converg.
 CE0532;SPC TX C     - 3,246,460.541   137,990.299   MT  0.99996795   -3 03 24.5
 CE0532;SPC TX C     -10,651,095.96    452,723.17   sFT  0.99996795   -3 03 24.5
 CE0532;UTM  13      - 3,513,933.992   379,887.708   MT  0.99977793   -0 40 03.1
 CE0532
 CE0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0532!SPC TX C     -   0.99981153  x   0.99996795  =   0.99977948
 CE0532!UTM  13      -   0.99981153  x   0.99977793  =   0.99958950
 CE0532
 CE0532:                Primary Azimuth Mark                     Grid Az
 CE0532:SPC TX C     -  PASO RESET                               148 10 09.7
 CE0532:UTM  13      -  PASO RESET                               145 46 48.3
 CE0532
 CE0532|---------------------------------------------------------------------|
 CE0532| PID    Reference Object                     Distance      Geod. Az  |
 CE0532|                                                           dddmmss.s |
 CE0532| CE0490 PASO RESET                          APPROX. 1.9 KM 1450645.2 |
 CE0532| CE0536 EL PASO ELECTRIC MICROWAVE          APPROX. 4.9 KM 2995131.4 |
 CE0532| CE0527 SITE MONITER WATER TANK             APPROX. 6.9 KM 3340851.5 |
 CE0532|---------------------------------------------------------------------|
 CE0532
 CE0532                          SUPERSEDED SURVEY CONTROL
 CE0532
 CE0532  NAD 83(1993)-  31 45 16.52632(N)    106 16 05.58109(W) AD(       ) 2
 CE0532  NAD 83(1986)-  31 45 16.52705(N)    106 16 05.58056(W) AD(       ) 2
 CE0532  NAD 27      -  31 45 16.13118(N)    106 16 03.64701(W) AD(       ) 2
 CE0532  NGVD 29 (07/19/86) 1224.0    (m)         4016.     (f) VERT ANG       
 CE0532
 CE0532.Superseded values are not recommended for survey control.
 CE0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0532.See file dsdata.txt to determine how the superseded data were derived.
 CE0532
 CE0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7988813934(NAD 83)
 CE0532_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0532_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0532+STABILITY: SURFACE MOTION
 CE0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0532+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2003
 CE0532
 CE0532  HISTORY     - Date     Condition        Report By
 CE0532  HISTORY     - 1980     MONUMENTED       TX2190
 CE0532  HISTORY     - 20030101 GOOD             INDIV
 CE0532
 CE0532                          STATION DESCRIPTION
 CE0532
 CE0532'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0532'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) EAST OF
 CE0532'DOWNTOWN EL PASO, 10.5 KM (6.5 MI) NORTHWEST OF HORIZON
 CE0532'CITY AND 8.8 KM (5.5 MI) NORTH-NORTHWEST OF YSLETA.
 CE0532'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND PUBLIC
 CE0532'TRANSP, LYLE D. SCARBROUGH, SUPERVISING DESIGN
 CE0532'ENGINEER, 212 NORTH CLARK DRIVE, EL PASO, TX 79905,
 CE0532'TELEPHONE NUMBER 915-778-4254, EXT. 220.
 CE0532'
 CE0532'TO REACH THE STATION FROM THE JUNCTION OF
 CE0532'INTERSTATE 10 AND
 CE0532'NORTH LOOP 375, GO NORTH ON LOOP 375 FOR 5.5 KM (3.4 MI)
 CE0532'TO A TELEPHONE LINE AT A CROSSROAD.  CONTINUE NORTH ON
 CE0532'LOOP 375 FOR 1.5 KM (0.9 MI) TO THE STATION ON THE LEFT.  THE
 CE0532'STATION IS LOCATED ON TOP OF A SAND BANK.  MARK IS INSIDE
 CE0532'OF AN IRON COLLAR WITH AN IRON COVER.
 CE0532'
 CE0532'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0532'STAMPED---EAST 4 EPGS 1980---,
 CE0532'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0532'RECESSED 23 CM BELOW THE GROUND.  IT IS LOCATED
 CE0532'14.785 METERS (48.5 FT) WEST FROM CENTER OF STATE HIGHWAY 375 AND
 CE0532'4.14 METERS (13.6 FT) EAST FROM CENTER OF A TRACK ROAD.
 CE0532'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0532'STAMPED---EAST 4 EPGS 1980---,
 CE0532'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0532'
 CE0532'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 CE0532
 CE0532                          STATION RECOVERY (2003)
 CE0532
 CE0532'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (IBB)
 CE0532'ROADWAYS HAVE CHANGED SOMEWHAT.  FROM THE INTERSECTION OF MONTWOOD
 CE0532'DRIVE AND JOE BATTLE BLVD (ALSO KNOWN AS LOOP 375), PROCEED SOUTHBOUND
 CE0532'ON JOE BATTLE, PAST THE SHOPPING CENTER.  STATION MARK IS JUST BEFORE
 CE0532'THE INTERSECTION OF JOE BATTLE AND NEW WORLD DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0493 ***********************************************************************
 CE0493  DESIGNATION -  EAST 5
 CE0493  PID         -  CE0493
 CE0493  STATE/COUNTY-  TX/EL PASO
 CE0493  USGS QUAD   -  YSLETA (1994)
 CE0493
 CE0493                         *CURRENT SURVEY CONTROL
 CE0493  ___________________________________________________________________
 CE0493* NAD 83(1993)-  31 43 27.07757(N)    106 16 05.22400(W)     ADJUSTED  
 CE0493* NAVD 88     -      1223.9    (meters)    4015.     (feet)  VERTCON   
 CE0493  ___________________________________________________________________
 CE0493  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 CE0493  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0493
 CE0493  HORZ ORDER  -  SECOND
 CE0493
 CE0493.The horizontal coordinates were established by classical geodetic methods
 CE0493.and adjusted by the National Geodetic Survey in February 1996..
 CE0493
 CE0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0493
 CE0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0493
 CE0493.The geoid height was determined by GEOID03.
 CE0493
 CE0493;                    North         East     Units Scale Factor Converg.
 CE0493;SPC TX C     - 3,243,093.980   137,819.978   MT  0.99996112   -3 03 24.3
 CE0493;SPC TX C     -10,640,050.83    452,164.38   sFT  0.99996112   -3 03 24.3
 CE0493;UTM  13      - 3,510,563.887   379,857.907   MT  0.99977802   -0 40 00.8
 CE0493
 CE0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0493!SPC TX C     -   0.99981164  x   0.99996112  =   0.99977277
 CE0493!UTM  13      -   0.99981164  x   0.99977802  =   0.99958971
 CE0493
 CE0493:                Primary Azimuth Mark                     Grid Az
 CE0493:SPC TX C     -  PASO RESET                               035 00 25.8
 CE0493:UTM  13      -  PASO RESET                               032 37 02.3
 CE0493
 CE0493|---------------------------------------------------------------------|
 CE0493| PID    Reference Object                     Distance      Geod. Az  |
 CE0493|                                                           dddmmss.s |
 CE0493| CE0490 PASO RESET                          APPROX. 2.1 KM 0315701.5 |
 CE0493| CE0483 HORIZON CITY RADAR DOME             APPROX. 8.3 KM 1254402.7 |
 CE0493| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX. 5.3 KM 3284554.5 |
 CE0493|---------------------------------------------------------------------|
 CE0493
 CE0493                          SUPERSEDED SURVEY CONTROL
 CE0493
 CE0493  NAD 83(1993)-  31 43 27.08170(N)    106 16 05.22169(W) AD(       ) 2
 CE0493  NAD 83(1986)-  31 43 27.08221(N)    106 16 05.22133(W) AD(       ) 2
 CE0493  NAD 27      -  31 43 26.68216(N)    106 16 03.28742(W) AD(       ) 2
 CE0493  NGVD 29 (07/19/86) 1223.3    (m)         4013.     (f) VERT ANG       
 CE0493
 CE0493.Superseded values are not recommended for survey control.
 CE0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0493.See file dsdata.txt to determine how the superseded data were derived.
 CE0493
 CE0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7985810564(NAD 83)
 CE0493_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0493_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0493+STABILITY: SURFACE MOTION
 CE0493
 CE0493  HISTORY     - Date     Condition        Report By
 CE0493  HISTORY     - 1980     MONUMENTED       TX2190
 CE0493
 CE0493                          STATION DESCRIPTION
 CE0493
 CE0493'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0493'THE STATION IS LOCATED ABOUT 8.8 KM (5-1/2 MI) NORTH OF
 CE0493'BUFORD, 8.0 KM (5 MI) NORTHWEST OF HORIZON CITY, AND
 CE0493'6.4 KM (4 MI) NORTHEAST OF YSLETA.
 CE0493'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND PUBLIC
 CE0493'TRANSP, 212 NORTH CLARK, EL PASO, TX 79903, TELEPHONE
 CE0493'NUMBER 915-778-4254.
 CE0493'
 CE0493'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0493'HIGHWAY 10 AND LOOP 375, GO NORTH ON HIGHWAY 375 FOR
 CE0493'3.2 KM (2 MI).  THE STATION IS LOCATED ON THE HIGH POINT
 CE0493'ON THE LEFT, ALSO 750 FEET SOUTH ALONG HIGHWAY 375 FROM A
 CE0493'SIGN (WEST TEXAS AIRPORT).
 CE0493'
 CE0493'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0493'STAMPED---EAST 5 EPGS 1980---,
 CE0493'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0493'RECESSED 28 CM BELOW THE GROUND.  IT IS LOCATED
 CE0493'26.5 METERS (87.0 FT) WEST FROM THE CENTER OF HIGHWAY 375 AND
 CE0493'4.9 METERS (16.1 FT) EAST FROM THE CENTER OF A DIRT ROAD.
 CE0493'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0493'STAMPED---EAST 5 EPGS 1980---,
 CE0493'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0493'
 CE0493'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0493'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0497 ***********************************************************************
 CE0497  DESIGNATION -  EAST 6
 CE0497  PID         -  CE0497
 CE0497  STATE/COUNTY-  TX/EL PASO
 CE0497  USGS QUAD   -  YSLETA (1994)
 CE0497
 CE0497                         *CURRENT SURVEY CONTROL
 CE0497  ___________________________________________________________________
 CE0497* NAD 83(1993)-  31 44 31.06493(N)    106 17 16.74383(W)     ADJUSTED  
 CE0497* NAVD 88     -      1215.8    (meters)    3989.     (feet)  VERTCON   
 CE0497  ___________________________________________________________________
 CE0497  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 CE0497  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CE0497
 CE0497  HORZ ORDER  -  SECOND
 CE0497
 CE0497.The horizontal coordinates were established by classical geodetic methods
 CE0497.and adjusted by the National Geodetic Survey in February 1996..
 CE0497
 CE0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0497
 CE0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0497
 CE0497.The geoid height was determined by GEOID03.
 CE0497
 CE0497;                    North         East     Units Scale Factor Converg.
 CE0497;SPC TX C     - 3,245,162.501   136,045.326   MT  0.99996508   -3 04 01.2
 CE0497;SPC TX C     -10,646,837.31    446,342.04   sFT  0.99996508   -3 04 01.2
 CE0497;UTM  13      - 3,512,556.253   377,998.891   MT  0.99978357   -0 40 39.7
 CE0497
 CE0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0497!SPC TX C     -   0.99981292  x   0.99996508  =   0.99977800
 CE0497!UTM  13      -   0.99981292  x   0.99978357  =   0.99959653
 CE0497
 CE0497:                Primary Azimuth Mark                     Grid Az
 CE0497:SPC TX C     -  PASO RESET                               096 51 44.4
 CE0497:UTM  13      -  PASO RESET                               094 28 22.9
 CE0497
 CE0497|---------------------------------------------------------------------|
 CE0497| PID    Reference Object                     Distance      Geod. Az  |
 CE0497|                                                           dddmmss.s |
 CE0497| CE0490 PASO RESET                          APPROX. 3.0 KM 0934743.2 |
 CE0497| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 9.8 KM 2834323.6 |
 CE0497| CE0536 EL PASO ELECTRIC MICROWAVE          APPROX. 4.5 KM 3280510.6 |
 CE0497| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX. 2.7 KM 3411032.4 |
 CE0497|---------------------------------------------------------------------|
 CE0497
 CE0497                          SUPERSEDED SURVEY CONTROL
 CE0497
 CE0497  NAD 83(1993)-  31 44 31.06849(N)    106 17 16.74178(W) AD(       ) 2
 CE0497  NAD 83(1986)-  31 44 31.06932(N)    106 17 16.74132(W) AD(       ) 2
 CE0497  NAD 27      -  31 44 30.67202(N)    106 17 14.80585(W) AD(       ) 2
 CE0497  NGVD 29 (07/19/86) 1215.2    (m)         3987.     (f) VERT ANG       
 CE0497
 CE0497.Superseded values are not recommended for survey control.
 CE0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0497.See file dsdata.txt to determine how the superseded data were derived.
 CE0497
 CE0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7799912556(NAD 83)
 CE0497_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0497_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CE0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0497+STABILITY: SURFACE MOTION
 CE0497
 CE0497  HISTORY     - Date     Condition        Report By
 CE0497  HISTORY     - 1980     MONUMENTED       TX2190
 CE0497
 CE0497                          STATION DESCRIPTION
 CE0497
 CE0497'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0497'THE STATION IS LOCATED ABOUT 10.5 KM (6-1/2 MI) NORTHWEST
 CE0497'OF HORIZON CITY AND 6.0 KM (3-3/4 MI) NORTHEAST OF YSLETA.
 CE0497'OWNERSHIP--STATE OF TEXAS, DEPT OF HIGHWAYS AND PUBLIC
 CE0497'TRANSP, LYLE D. SCARBROUGH, SUPERVISING DESIGN
 CE0497'ENGINEER, 212 NORTH CLARK DRIVE, EL PASO, TX 79905.
 CE0497'TELEPHONE NUMBER 915-778-4254, EXT. 220.
 CE0497'
 CE0497'TO REACH THE STATION FROM INTERSTATE 10 AND ZARAGOSA ROAD,
 CE0497'GO NORTH
 CE0497'AND NORTHEAST ON ZARAGOSA ROAD FOR 2.6 KM (1.65 MI) TO
 CE0497'TELEPHONE TRANSMITTING TOWER ON RIGHT.  CONTINUE AHEAD ON
 CE0497'ZARAGOSA ROAD FOR 0.3 KM (0.2 MI) TO THE STATION ON THE
 CE0497'RIGHT.
 CE0497'
 CE0497'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0497'STAMPED---EAST 6 EPGS 1980---,
 CE0497'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0497'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 CE0497'62.8 METERS (206 FT) NORTHWEST FROM A GAS LINE MARKER AND
 CE0497'35.0 METERS (115 FT) EAST FROM THE CENTER OF ZARAGOSA ROAD.
 CE0497'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0497'STAMPED---EAST 6 EPGS 1980---,
 CE0497'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0497'
 CE0497'THE STATION IS SURROUNDED BY AN IRON COLLAR WITH LID.
 CE0497'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0486 ***********************************************************************
 CE0486  SACS        -  This is a Secondary Airport Control Station.
 CE0486  DESIGNATION -  EAST 7
 CE0486  PID         -  CE0486
 CE0486  STATE/COUNTY-  TX/EL PASO
 CE0486  USGS QUAD   -  CLINT NW (1995)
 CE0486
 CE0486                         *CURRENT SURVEY CONTROL
 CE0486  ___________________________________________________________________
 CE0486* NAD 83(1993)-  31 43 33.52510(N)    106 14 30.29029(W)     ADJUSTED  
 CE0486* NAVD 88     -      1220.93   (meters)    4005.7    (feet)  GPS OBS   
 CE0486  ___________________________________________________________________
 CE0486  X           -  -1,519,032.814 (meters)                     COMP
 CE0486  Y           -  -5,214,361.053 (meters)                     COMP
 CE0486  Z           -   3,335,254.847 (meters)                     COMP
 CE0486  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CE0486  ELLIP HEIGHT-        1197.00  (meters)          (03/15/01) GPS OBS
 CE0486  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CE0486
 CE0486  HORZ ORDER  -  FIRST
 CE0486  ELLP ORDER  -  FOURTH    CLASS II
 CE0486
 CE0486.This mark is at West Texas (TX04) Airport (TX04)
 CE0486
 CE0486.The horizontal coordinates were established by GPS observations
 CE0486.and adjusted by the National Geodetic Survey in December 1996..
 CE0486
 CE0486.The orthometric height was determined by GPS observations and a
 CE0486.high-resolution geoid model.
 CE0486
 CE0486.GPS derived orthometric heights for airport stations designated as
 CE0486.PACS or SACS are published to 2 decimal places.  This maintains
 CE0486.centimeter relative accuracy between the PACS and SACS.  It does
 CE0486.not indicate centimeter accuracy relative to other marks which are
 CE0486.part of the NAVD 88 network.
 CE0486
 CE0486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CE0486
 CE0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0486
 CE0486.The ellipsoidal height was determined by GPS observations
 CE0486.and is referenced to NAD 83.
 CE0486
 CE0486.The geoid height was determined by GEOID03.
 CE0486
 CE0486;                    North         East     Units Scale Factor Converg.
 CE0486;SPC TX C     - 3,243,159.307   140,326.143   MT  0.99996152   -3 02 35.5
 CE0486;SPC TX C     -10,640,265.16    460,386.69   sFT  0.99996152   -3 02 35.5
 CE0486;UTM  13      - 3,510,733.636   382,358.699   MT  0.99977069   -0 39 11.0
 CE0486
 CE0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0486!SPC TX C     -   0.99981208  x   0.99996152  =   0.99977361
 CE0486!UTM  13      -   0.99981208  x   0.99977069  =   0.99958281
 CE0486
 CE0486:                Primary Azimuth Mark                     Grid Az
 CE0486:SPC TX C     -  HORIZON CITY RADAR DOME                  143 06 07.3
 CE0486:UTM  13      -  HORIZON CITY RADAR DOME                  140 42 42.8
 CE0486
 CE0486|---------------------------------------------------------------------|
 CE0486| PID    Reference Object                     Distance      Geod. Az  |
 CE0486|                                                           dddmmss.s |
 CE0486| CE0483 HORIZON CITY RADAR DOME             APPROX. 6.6 KM 1400331.8 |
 CE0486| CE0490 PASO RESET                          APPROX. 2.1 KM 3182830.3 |
 CE0486|---------------------------------------------------------------------|
 CE0486
 CE0486                          SUPERSEDED SURVEY CONTROL
 CE0486
 CE0486  ELLIP H (12/13/96) 1197.05   (m)                       GP(       ) 4 2
 CE0486  NAD 83(1993)-  31 43 33.53184(N)    106 14 30.28622(W) AD(       ) 2
 CE0486  NAD 83(1993)-  31 43 33.53604(N)    106 14 30.28392(W) AD(       ) 2
 CE0486  NAD 83(1986)-  31 43 33.53667(N)    106 14 30.28355(W) AD(       ) 2
 CE0486  NAD 27      -  31 43 33.13782(N)    106 14 28.35222(W) AD(       ) 2
 CE0486  NGVD 29 (07/19/86) 1220.5    (m)         4004.     (f) VERT ANG       
 CE0486
 CE0486.Superseded values are not recommended for survey control.
 CE0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0486.See file dsdata.txt to determine how the superseded data were derived.
 CE0486
 CE0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8235910734(NAD 83)
 CE0486_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0486+STABILITY: SURFACE MOTION
 CE0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0486+SATELLITE: SATELLITE OBSERVATIONS - 1980
 CE0486
 CE0486  HISTORY     - Date     Condition        Report By
 CE0486  HISTORY     - 1980     MONUMENTED       TX2190
 CE0486
 CE0486                          STATION DESCRIPTION
 CE0486
 CE0486'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0486'THE STATION IS LOCATED ABOUT 23.3 KM (14-1/2 MI) SOUTHEAST
 CE0486'OF EL PASO, 8.0 KM (5 MI) NORTHEAST OF YSLETA, AND
 CE0486'6.4 KM (4 MI) NORTHWEST OF HORIZON CITY.
 CE0486'OWNERSHIP--STATE OF TEXAS, GENERAL LAND OFFICE, AUSTIN,
 CE0486'TEXAS, 78701.
 CE0486'
 CE0486'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10
 CE0486'AND AVENUE OF THE AMERICAS (LOOP 375 NORTH), GO NORTH ON
 CE0486'AVENUE OF THE AMERICAS FOR 2.9 KM (1.8 MI) TO A SIDE ROAD
 CE0486'RIGHT AND A SIGN (WEST TEXAS AIRPORT).  TURN RIGHT AND GO EAST
 CE0486'FOR 2.1 KM (1.3 MI) TO A CROSSROAD AND SIGN (AIRPORT RT).
 CE0486'CONTINUE STRAIGHT AHEAD, EAST FOR 0.2 KM (0.15 MI) TO A
 CE0486'SIDE ROAD AND THE STATION ON THE RIGHT JUST BEFORE THE
 CE0486'INTERSECTION.  THE STATION IS COVERED BY AN IRON LID AND
 CE0486'COLLAR.
 CE0486'
 CE0486'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0486'STAMPED---EPGS E 7 11-8-80---,
 CE0486'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0486'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 CE0486'19 METERS (62 FT) SOUTH FROM THE EAST-WEST ROAD AND
 CE0486'6.0 METERS (19 FT) WEST FROM THE ROAD TO AIRPORT.
 CE0486'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0486'STAMPED---EPGS E 7 11-8-80---,
 CE0486'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0486'
 CE0486'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0485 ***********************************************************************
 CE0485  DESIGNATION -  EAST 8
 CE0485  PID         -  CE0485
 CE0485  STATE/COUNTY-  TX/EL PASO
 CE0485  USGS QUAD   -  CLINT NW (1995)
 CE0485
 CE0485                         *CURRENT SURVEY CONTROL
 CE0485  ___________________________________________________________________
 CE0485* NAD 83(1993)-  31 41 50.80247(N)    106 13 03.73464(W)     ADJUSTED  
 CE0485* NAVD 88     -      1225.8    (meters)    4022.     (feet)  VERTCON   
 CE0485  ___________________________________________________________________
 CE0485  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 CE0485  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CE0485
 CE0485  HORZ ORDER  -  SECOND
 CE0485
 CE0485.The horizontal coordinates were established by classical geodetic methods
 CE0485.and adjusted by the National Geodetic Survey in February 1996..
 CE0485
 CE0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0485
 CE0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0485
 CE0485.The geoid height was determined by GEOID03.
 CE0485
 CE0485;                    North         East     Units Scale Factor Converg.
 CE0485;SPC TX C     - 3,239,879.237   142,434.229   MT  0.99995535   -3 01 50.9
 CE0485;SPC TX C     -10,629,503.80    467,302.97   sFT  0.99995535   -3 01 50.9
 CE0485;UTM  13      - 3,507,544.957   384,601.335   MT  0.99976424   -0 38 23.6
 CE0485
 CE0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0485!SPC TX C     -   0.99981133  x   0.99995535  =   0.99976669
 CE0485!UTM  13      -   0.99981133  x   0.99976424  =   0.99957562
 CE0485
 CE0485:                Primary Azimuth Mark                     Grid Az
 CE0485:SPC TX C     -  BELEN                                    273 48 25.4
 CE0485:UTM  13      -  BELEN                                    271 24 58.1
 CE0485
 CE0485|---------------------------------------------------------------------|
 CE0485| PID    Reference Object                     Distance      Geod. Az  |
 CE0485|                                                           dddmmss.s |
 CE0485| CE0491 BELEN                               APPROX. 3.2 KM 2704634.5 |
 CE0485| CE0534 EL PASO PEBBLE HILLS MUN TANK       APPROX.10.7 KM 3145636.5 |
 CE0485|---------------------------------------------------------------------|
 CE0485
 CE0485                          SUPERSEDED SURVEY CONTROL
 CE0485
 CE0485  NAD 83(1993)-  31 41 50.80736(N)    106 13 03.73190(W) AD(       ) 2
 CE0485  NAD 83(1986)-  31 41 50.80768(N)    106 13 03.73160(W) AD(       ) 2
 CE0485  NAD 27      -  31 41 50.40389(N)    106 13 01.80261(W) AD(       ) 2
 CE0485  NGVD 29 (07/19/86) 1225.2    (m)         4020.     (f) VERT ANG       
 CE0485
 CE0485.Superseded values are not recommended for survey control.
 CE0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0485.See file dsdata.txt to determine how the superseded data were derived.
 CE0485
 CE0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8460107545(NAD 83)
 CE0485_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0485+STABILITY: SURFACE MOTION
 CE0485
 CE0485  HISTORY     - Date     Condition        Report By
 CE0485  HISTORY     - 1980     MONUMENTED       TX2190
 CE0485
 CE0485                          STATION DESCRIPTION
 CE0485
 CE0485'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0485'THE STATION IS LOCATED ABOUT 24 KM (15 MI) SOUTHEAST OF DOWNTOWN
 CE0485'EL PASO, 4 KM (3 MI) NORTHEAST OF HORIZON CITY.
 CE0485'OWNERSHIP--STATE OF TEXAS, GENERAL LAND OFFICE,
 CE0485'AUSTIN, TX 78701.
 CE0485'
 CE0485'TO REACH THE STATION FROM THE POST OFFICE AT HORIZON CITY,
 CE0485'GO SOUTHWEST ON HORIZON BOULEVARD FOR 2.0 KM (1.25 MI) TO A
 CE0485'SIDE ROAD RIGHT, ASHFORD ROAD.  TURN RIGHT AND GO
 CE0485'NORTHWEST
 CE0485'ON ASHFORD ROAD FOR 1.1 KM (0.7 MI) TO END OF PAVEMENT
 CE0485'AND ELGIN ROAD ON THE RIGHT.  CONTINUE NORTHWEST ON A DIRT
 CE0485'ROAD FOR 0.5 KM (0.3 MI) TO A T-ROAD.  TURN LEFT AND GO
 CE0485'SOUTHWEST 0.15 KM (0.1 MI) THE STATION ON THE RIGHT.
 CE0485'
 CE0485'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0485'STAMPED---EPGS E 8 11-8-80---,
 CE0485'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0485'RECESSED 25 CM BELOW THE GROUND.  IT IS LOCATED
 CE0485'12.7 METERS (41.7 FT) NORTHWEST FROM THE CENTERLINE OF A DIRT
 CE0485'ROAD.
 CE0485'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0485'STAMPED---EPGS E 8 11-8-80---,
 CE0485'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0485'
 CE0485'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0481 ***********************************************************************
 CE0481  DESIGNATION -  EAST 9
 CE0481  PID         -  CE0481
 CE0481  STATE/COUNTY-  TX/EL PASO
 CE0481  USGS QUAD   -  CLINT NW (1995)
 CE0481
 CE0481                         *CURRENT SURVEY CONTROL
 CE0481  ___________________________________________________________________
 CE0481* NAD 83(1993)-  31 39 14.73463(N)    106 09 50.57781(W)     ADJUSTED  
 CE0481* NAVD 88     -      1229.0    (meters)    4032.     (feet)  VERTCON   
 CE0481  ___________________________________________________________________
 CE0481  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 CE0481  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CE0481
 CE0481  HORZ ORDER  -  SECOND
 CE0481
 CE0481.The horizontal coordinates were established by classical geodetic methods
 CE0481.and adjusted by the National Geodetic Survey in February 1996..
 CE0481
 CE0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0481
 CE0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0481
 CE0481.The geoid height was determined by GEOID03.
 CE0481
 CE0481;                    North         East     Units Scale Factor Converg.
 CE0481;SPC TX C     - 3,234,811.431   147,261.701   MT  0.99994646   -3 00 11.4
 CE0481;SPC TX C     -10,612,877.17    483,141.10   sFT  0.99994646   -3 00 11.4
 CE0481;UTM  13      - 3,502,683.951   389,635.099   MT  0.99975023   -0 36 39.4
 CE0481
 CE0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0481!SPC TX C     -   0.99981082  x   0.99994646  =   0.99975729
 CE0481!UTM  13      -   0.99981082  x   0.99975023  =   0.99956110
 CE0481
 CE0481:                Primary Azimuth Mark                     Grid Az
 CE0481:SPC TX C     -  CLINT                                    221 24 49.2
 CE0481:UTM  13      -  CLINT                                    219 01 17.2
 CE0481
 CE0481|---------------------------------------------------------------------|
 CE0481| PID    Reference Object                     Distance      Geod. Az  |
 CE0481|                                                           dddmmss.s |
 CE0481| CE0479 CLINT                               APPROX. 3.2 KM 2182437.8 |
 CE0481| CE0483 HORIZON CITY RADAR DOME             APPROX. 4.3 KM 3125905.8 |
 CE0481|---------------------------------------------------------------------|
 CE0481
 CE0481                          SUPERSEDED SURVEY CONTROL
 CE0481
 CE0481  NAD 83(1986)-  31 39 14.74062(N)    106 09 50.57412(W) AD(       ) 2
 CE0481  NAD 27      -  31 39 14.33077(N)    106 09 48.65322(W) AD(       ) 2
 CE0481  NGVD 29 (07/19/86) 1228.4    (m)         4030.     (f) VERT ANG       
 CE0481
 CE0481.Superseded values are not recommended for survey control.
 CE0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0481.See file dsdata.txt to determine how the superseded data were derived.
 CE0481
 CE0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8963502684(NAD 83)
 CE0481_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0481+STABILITY: SURFACE MOTION
 CE0481
 CE0481  HISTORY     - Date     Condition        Report By
 CE0481  HISTORY     - 1980     MONUMENTED       TX2190
 CE0481
 CE0481                          STATION DESCRIPTION
 CE0481
 CE0481'DESCRIBED BY CITY OF EL PASO TEXAS 1980 (DCF)
 CE0481'THE STATION IS LOCATED ABOUT 16.9 KM (10-1/2 MI)
 CE0481'NORTH-NORTHWEST
 CE0481'OF FABENS, 10.0 KM (6-1/4 MI) NORTHEAST OF CLINT,
 CE0481'4.8 KM (3 MI) SOUTHEAST OF HORIZON CITY, AT THE INTERSECTION
 CE0481'OF SECTIONS 4, 5, 44, AND 45.
 CE0481'OWNERSHIP--HORIZON CORPORATION, DAVE RADER, PROJECT
 CE0481'ENGINEER, 15000 DARRINGTON, HORIZON CITY, TX 79927,
 CE0481'TELEPHONE NUMBER 915-852-4080.
 CE0481'
 CE0481'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0481'HIGHWAY 10 AND HORIZON BLVD (EXIT 37), ABOUT 29.0 KM
 CE0481'(18 MI) SOUTHEAST OF EL PASO, GO EAST-NORTHEAST ON
 CE0481'HORIZON BLVD FOR 5.4 KM (3.35 MI) TO A CROSS ROAD
 CE0481'(DARRINGTON DRIVE).  CONTINUE AHEAD ON HORIZON BLVD FOR
 CE0481'3.4 KM (2.1 MI) TO A DIRT CROSSROAD.  TURN RIGHT AND GO
 CE0481'SOUTH ON THE DIRT ROAD FOR 3.2 KM (2.0 MI) TO A DIRT
 CE0481'CROSSROAD AND THE STATION NEAR THE CENTER OF THE INTERSECTION.
 CE0481'
 CE0481'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0481'STAMPED---EPGS 1980 EAST 9---,
 CE0481'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0481'RECESSED 28 CM BELOW THE GROUND.
 CE0481'THERE IS NOTHING PROMINENT TO REFERENCE TO.
 CE0481'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0481'STAMPED---EPGS 1980 EAST 9---,
 CE0481'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 CE0481'
 CE0481'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0590 ***********************************************************************
 AE0590  DESIGNATION -  EAST AZ MK
 AE0590  PID         -  AE0590
 AE0590  STATE/COUNTY-  TX/HIDALGO
 AE0590  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0590
 AE0590                         *CURRENT SURVEY CONTROL
 AE0590  ___________________________________________________________________
 AE0590* NAD 83(1986)-  26 28 16.     (N)    098 16 17.     (W)     SCALED    
 AE0590* NAVD 88     -        53.260  (meters)     174.74   (feet)  ADJUSTED  
 AE0590  ___________________________________________________________________
 AE0590  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AE0590  DYNAMIC HT  -          53.173 (meters)     174.45  (feet)  COMP
 AE0590  MODELED GRAV-     979,018.7   (mgal)                       NAVD 88
 AE0590
 AE0590  VERT ORDER  -  SECOND    CLASS 0
 AE0590
 AE0590.The horizontal coordinates were scaled from a topographic map and have
 AE0590.an estimated accuracy of +/- 6 seconds.
 AE0590
 AE0590.The orthometric height was determined by differential leveling
 AE0590.and adjusted by the National Geodetic Survey in June 1991..
 AE0590
 AE0590.The geoid height was determined by GEOID03.
 AE0590
 AE0590.The dynamic height is computed by dividing the NAVD 88
 AE0590.geopotential number by the normal gravity value computed on the
 AE0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0590.degrees latitude (g = 980.6199 gals.).
 AE0590
 AE0590.The modeled gravity was interpolated from observed gravity values.
 AE0590
 AE0590;                    North         East    Units  Estimated Accuracy
 AE0590;SPC TX S     - 5,089,150.      322,800.      MT  (+/- 180 meters Scaled)
 AE0590
 AE0590                          SUPERSEDED SURVEY CONTROL
 AE0590
 AE0590  NGVD 29 (??/??/92)   53.356  (m)          175.05   (f) ADJ UNCH    2 0
 AE0590
 AE0590.Superseded values are not recommended for survey control.
 AE0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0590.See file dsdata.txt to determine how the superseded data were derived.
 AE0590
 AE0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ726280(NAD 83)
 AE0590_MARKER: DZ = AZIMUTH MARK DISK
 AE0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0590_STAMPING: EAST AZIMUTH 1934
 AE0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0590+STABILITY: SURFACE MOTION
 AE0590
 AE0590  HISTORY     - Date     Condition        Report By
 AE0590  HISTORY     - 1934     MONUMENTED       CGS
 AE0590  HISTORY     - 1942     GOOD             NGS
 AE0590  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0590
 AE0590                          STATION DESCRIPTION
 AE0590
 AE0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0590'19.1 MI NW FROM EDINBURG.
 AE0590'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 10.5 MILES
 AE0590'NORTHERLY ALONG U.S. HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AE0590'WEST.  THENCE, GO 8.6 MILES WESTERLY ALONG DIRT ROAD TO THE SITE OF
 AE0590'THE BENCH MARK.  BENCH MARK IS 22.0 FEET SOUTH OF AND ABOUT 1.0 FOOT
 AE0590'ABOVE THE CENTERLINE OF THE ROAD AND 4.5 FEET NORTH OF FENCE LINE. THE
 AE0590'MONUMENT PROJECTS 0.6 FOOT.
 AE0590
 AE0590                          STATION RECOVERY (1962)
 AE0590
 AE0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5789 ***********************************************************************
 AW5789  DESIGNATION -  EAST BAY PASS BEACON 1
 AW5789  PID         -  AW5789
 AW5789  STATE/COUNTY-  TX/GALVESTON
 AW5789  USGS QUAD   -  FLAKE (1994)
 AW5789
 AW5789                         *CURRENT SURVEY CONTROL
 AW5789  ___________________________________________________________________
 AW5789* NAD 83(1993)-  29 28 23.32959(N)    094 42 33.01887(W)     ADJUSTED  
 AW5789* NAVD 88     -                                                        
 AW5789  ___________________________________________________________________
 AW5789  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW5789  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW5789
 AW5789  HORZ ORDER  -  THIRD
 AW5789
 AW5789.The horizontal coordinates were established by classical geodetic methods
 AW5789.and adjusted by the National Geodetic Survey in February 1996..
 AW5789
 AW5789
 AW5789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5789
 AW5789.The geoid height was determined by GEOID03.
 AW5789
 AW5789;                    North         East     Units Scale Factor Converg.
 AW5789;SPC TXSC     - 4,189,367.449 1,016,026.323   MT  0.99986614   +2 06 07.7
 AW5789;SPC TXSC     -13,744,616.37  3,333,413.03   sFT  0.99986614   +2 06 07.7
 AW5789;UTM  15      - 3,261,624.508   334,277.782   MT  0.99993888   -0 50 28.1
 AW5789
 AW5789                          SUPERSEDED SURVEY CONTROL
 AW5789
 AW5789  NAD 83(1986)-  29 28 23.34593(N)    094 42 32.99978(W) AD(       ) 4
 AW5789  NAD 27      -  29 28 22.51001(N)    094 42 32.29782(W) AD(       ) 3
 AW5789
 AW5789.Superseded values are not recommended for survey control.
 AW5789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5789.See file dsdata.txt to determine how the superseded data were derived.
 AW5789
 AW5789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3427861625(NAD 83)
 AW5789
 AW5789  HISTORY     - Date     Condition        Report By
 AW5789  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5789  HISTORY     - 1947     GOOD             CGS
 AW5789  HISTORY     - 1960     GOOD             CGS
 AW5789
 AW5789                          STATION DESCRIPTION
 AW5789
 AW5789'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5789'STATION WAS RECOVERED.  BEACON IS STILL STANDING BUT IS APPARENTLY
 AW5789'NOT MAINTAINED.  IT WILL PROBABLY REMAIN IN POSITION FOR SEVERAL
 AW5789'YEARS.
 AW5789
 AW5789                          STATION RECOVERY (1960)
 AW5789
 AW5789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5789'STATION PROBABLY RECOVERED.  A 6 INCH IRON PIPE WITH A PILING
 AW5789'ROTTED OFF AT THE TOP OF THE PIPE WAS FOUND IN THE APPROXIMATE
 AW5789'PLOTTED POSITION OF THIS STATION.  IT MIGHT BE THE REMAINS OF
 AW5789'THE BEACON.  THE PIPE IS ABOUT 4 FEET ABOVE THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5767 ***********************************************************************
 AW5767  DESIGNATION -  EAST BEACH USE 1932
 AW5767  PID         -  AW5767
 AW5767  STATE/COUNTY-  TX/GALVESTON
 AW5767  USGS QUAD   -  THE JETTIES (1994)
 AW5767
 AW5767                         *CURRENT SURVEY CONTROL
 AW5767  ___________________________________________________________________
 AW5767* NAD 83(1993)-  29 19 58.60538(N)    094 44 10.22847(W)     ADJUSTED  
 AW5767* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5767  ___________________________________________________________________
 AW5767  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW5767  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW5767
 AW5767  HORZ ORDER  -  THIRD
 AW5767
 AW5767.The horizontal coordinates were established by classical geodetic methods
 AW5767.and adjusted by the National Geodetic Survey in February 1996..
 AW5767
 AW5767.The orthometric height was scaled from a topographic map.
 AW5767
 AW5767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5767
 AW5767.The geoid height was determined by GEOID03.
 AW5767
 AW5767;                    North         East     Units Scale Factor Converg.
 AW5767;SPC TXSC     - 4,173,743.891 1,013,975.753   MT  0.99986324   +2 05 20.0
 AW5767;SPC TXSC     -13,693,358.08  3,326,685.45   sFT  0.99986324   +2 05 20.0
 AW5767;UTM  15      - 3,246,125.512   331,427.953   MT  0.99995065   -0 51 02.6
 AW5767
 AW5767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5767!SPC TXSC     -   1.00000402  x   0.99986324  =   0.99986726
 AW5767!UTM  15      -   1.00000402  x   0.99995065  =   0.99995467
 AW5767
 AW5767                          SUPERSEDED SURVEY CONTROL
 AW5767
 AW5767  NAD 83(1986)-  29 19 58.62080(N)    094 44 10.20906(W) AD(       ) 3
 AW5767  NAD 27      -  29 19 57.77031(N)    094 44 09.51305(W) AD(       ) 3
 AW5767
 AW5767.Superseded values are not recommended for survey control.
 AW5767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5767.See file dsdata.txt to determine how the superseded data were derived.
 AW5767
 AW5767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3142846126(NAD 83)
 AW5767_MARKER: I = METAL ROD
 AW5767_SETTING: 0 = UNSPECIFIED SETTING
 AW5767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5767
 AW5767  HISTORY     - Date     Condition        Report By
 AW5767  HISTORY     - 1932     MONUMENTED       USE
 AW5767  HISTORY     - 1933     GOOD             CGS
 AW5767  HISTORY     - 1939     GOOD             CGS
 AW5767  HISTORY     - 1947     GOOD             CGS
 AW5767  HISTORY     - 1957     GOOD             USN
 AW5767  HISTORY     - 1960     POOR             CGS
 AW5767  HISTORY     - 1962     POOR             CGS
 AW5767  HISTORY     - 1979     GOOD             NGS
 AW5767  HISTORY     - 19890604 MARK NOT FOUND   USPSQD
 AW5767  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW5767  HISTORY     - 20041210 MARK NOT FOUND   USPSQD
 AW5767
 AW5767                          STATION DESCRIPTION
 AW5767
 AW5767'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5767'LOCATED ON THE GALVESTON SOUTH JETTY, NEAR THE SHORELINE OF
 AW5767'GALVESTON ISLAND, ON THE GULF OF MEXICO SIDE.  STATION IS ABOUT
 AW5767'1.0 MILE E ALONG THE JETTY FROM THE GALVESTON SEA WALL.
 AW5767'
 AW5767'STATION IS MARKED BY A 6-INCH IRON PIPE SET IN CONCRETE IN THE
 AW5767'CENTER OF THE JETTY.  A STANDARD U.S.E. POLE SIGNAL WAS
 AW5767'STANDING OVER THIS STATION IN 1934.
 AW5767'
 AW5767'FROM THIS STATION THE BEARING TO THE BOLIVAR POINT LIGHT
 AW5767'TOWER IS S 38 DEG E AND THE BEARING TO THE BUCCANEER HOTEL
 AW5767'IS N 47 DEG E.
 AW5767
 AW5767                          STATION RECOVERY (1939)
 AW5767
 AW5767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW5767'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5767
 AW5767                          STATION RECOVERY (1947)
 AW5767
 AW5767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5767'STATION RECOVERED AS DESCRIBED, BUT NOT IN GOOD CONDITION, AS THE
 AW5767'PIPE IS BADLY RUSTED AND IS SPALLING OFF.
 AW5767
 AW5767                          STATION RECOVERY (1957)
 AW5767
 AW5767'RECOVERY NOTE BY US NAVY 1957 (CDG)
 AW5767'PREVIOUS DESCRIPTION ARE ADEQUATE EXCEPT THAT AT PRESENT A
 AW5767'20 FT. STEEL TOWER IS ERECTED OVER THE STATION.
 AW5767
 AW5767                          STATION RECOVERY (1960)
 AW5767
 AW5767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5767'STATION RECOVERED IN POOR CONDITION.  THE PIPE HAS RUSTED AWAY
 AW5767'AND IS NOW ABOUT FLUSH WITH THE TOP OF THE JETTY.
 AW5767'
 AW5767'THE 1933 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION.
 AW5767'
 AW5767'(1) THERE IS A 15 FOOT SKELETON STEEL TOWER IN PLACE OVER THE
 AW5767'STATION.
 AW5767
 AW5767                          STATION RECOVERY (1962)
 AW5767
 AW5767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW5767'RECOVERED IN POOR CONDITION.  PIPE IS RUSTED AWAY BUT IT IS
 AW5767'STILL RECOVERABLE.  1933 DESCRIPTION ADEQUATE.  A 40 FOOT
 AW5767'SKELETON STEEL SIGNAL IS 1.5 FEET S.E. OF STATION.  FOUR IRON
 AW5767'BOLTS FORM A SQUARE AROUND THE STATION, EVIDENTLY THE FOOTINGS
 AW5767'FOR A SIGNAL IN THE PAST.
 AW5767
 AW5767                          STATION RECOVERY (1979)
 AW5767
 AW5767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5767'STATION RECOVERED IN GOOD CONDITION.  A USE DISK STAMPED EAST BEACH
 AW5767'EL 3.96 INCH IS INSIDE THE 6 INCH RUSTED STEEL PIPE.
 AW5767'
 AW5767'THE 4 BOLTS MENTIONED BY GEV IN 1962 ARE EACH 5 FEET FROM THE
 AW5767'DISK.  STATION IS 33 FEET ESE OF THE CENTER OF A CATCH BASIN, ABOUT
 AW5767'430 YARDS NORTH OF THE LORAN TOWER, AND 1.0 MILE ESE OF SEAWALL
 AW5767'BLVD.
 AW5767'
 AW5767'DESCRIBED--RAH
 AW5767'
 AW5767'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW5767
 AW5767                          STATION RECOVERY (1989)
 AW5767
 AW5767'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW5767'MARK NOT FOUND.
 AW5767
 AW5767                          STATION RECOVERY (1999)
 AW5767
 AW5767'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5767'MARK NOT FOUND.
 AW5767
 AW5767                          STATION RECOVERY (2004)
 AW5767
 AW5767'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2652 ***********************************************************************
 AX2652  DESIGNATION -  EAST BERNARD HOLY CROSS CH
 AX2652  PID         -  AX2652
 AX2652  STATE/COUNTY-  TX/WHARTON
 AX2652  USGS QUAD   -  EAST BERNARD (1980)
 AX2652
 AX2652                         *CURRENT SURVEY CONTROL
 AX2652  ___________________________________________________________________
 AX2652* NAD 83(1993)-  29 31 43.30529(N)    096 04 09.12004(W)     ADJUSTED  
 AX2652* NAVD 88     -                                                        
 AX2652  ___________________________________________________________________
 AX2652  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AX2652  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX2652
 AX2652  HORZ ORDER  -  THIRD
 AX2652
 AX2652.The horizontal coordinates were established by classical geodetic methods
 AX2652.and adjusted by the National Geodetic Survey in February 1996..
 AX2652
 AX2652
 AX2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2652
 AX2652.The geoid height was determined by GEOID03.
 AX2652
 AX2652;                    North         East     Units Scale Factor Converg.
 AX2652;SPC TXSC     - 4,191,450.453   884,041.667   MT  0.99986894   +1 26 09.0
 AX2652;SPC TXSC     -13,751,450.36  2,900,393.37   sFT  0.99986894   +1 26 09.0
 AX2652;UTM  14      - 3,270,145.571   784,059.142   MT  1.00059574   +1 26 43.6
 AX2652;UTM  15      - 3,270,492.222   202,520.350   MT  1.00069207   -1 30 49.7
 AX2652
 AX2652                          SUPERSEDED SURVEY CONTROL
 AX2652
 AX2652  NAD 83(1986)-  29 31 43.31921(N)    096 04 09.10418(W) AD(       ) 4
 AX2652  NAD 27      -  29 31 42.44600(N)    096 04 08.25300(W) AD(       ) 3
 AX2652
 AX2652.Superseded values are not recommended for survey control.
 AX2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2652.See file dsdata.txt to determine how the superseded data were derived.
 AX2652
 AX2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8405970146(NAD 83)
 AX2652_MARKER: 75 = BELFRY
 AX2652
 AX2652  HISTORY     - Date     Condition        Report By
 AX2652  HISTORY     - 1935     FIRST OBSERVED   CGS
 AX2652  HISTORY     - 1955     GOOD             AEROS
 AX2652
 AX2652                          STATION DESCRIPTION
 AX2652
 AX2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX2652'THIS STATION IS THE BASE OF THE CROSS ON THE BELFRY OF THE
 AX2652'HOLY CROSS CATHOLIC CHURCH.  THE CHURCH IS A YELLOW CONCRETE
 AX2652'BUILDING OF SPANISH ARCHITECTURE.  IT HAS A SQUARE CONCRETE
 AX2652'TOWER AND BELFRY AT THE NW CORNER.  THE CHURCH HAS A RED
 AX2652'TILE HIP ROOF WITH A CROSS AT EACH END OF THE RIDGE.  THE
 AX2652'BELFRY IS OPEN AND HAS A SMALL CONCRETE BALCONY ON EACH SIDE.
 AX2652'THE BELFRY HAS AN OCTAGONAL, RED TILE, PYRAMIDAL ROOF AND A
 AX2652'CROSS WITH CIRCLE AT THE TIP.  THE BELFRY IS ABOUT 75 FEET HIGH
 AX2652'AND IS NOT VERY PROMINENT.  THE BUILDING WAS ERECTED IN
 AX2652'1925.
 AX2652'
 AX2652'THE CHURCH IS IN THE SOUTHWESTERN PART OF EAST BERNARD, AT
 AX2652'THE SE CORNER OF THE INTERSECTION OF THE SECOND STREET S OF
 AX2652'U.S. HIGHWAY 90 AND THE FIRST STREET E OF TEXAS 60.  U.S.
 AX2652'HIGHWAY 90 IS THE MAIN STREET OF TOWN AND PARALLELS THE SOUTHERN
 AX2652'PACIFIC RAILROAD ON THE S.
 AX2652
 AX2652                          STATION RECOVERY (1955)
 AX2652
 AX2652'RECOVERY NOTE BY AERO SERVICE CORPORATION 1955 (DWR)
 AX2652'THE STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5979 ***********************************************************************
 AW5979  DESIGNATION -  EAST CAUSEWAY TOWER
 AW5979  PID         -  AW5979
 AW5979  STATE/COUNTY-  TX/GALVESTON
 AW5979  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5979
 AW5979                         *CURRENT SURVEY CONTROL
 AW5979  ___________________________________________________________________
 AW5979* NAD 83(1993)-  29 17 49.07302(N)    094 53 07.88143(W)     ADJUSTED  
 AW5979* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW5979  ___________________________________________________________________
 AW5979  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW5979  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW5979
 AW5979  HORZ ORDER  -  THIRD
 AW5979
 AW5979.The horizontal coordinates were established by classical geodetic methods
 AW5979.and adjusted by the National Geodetic Survey in February 1996..
 AW5979
 AW5979.The orthometric height was scaled from a topographic map.
 AW5979
 AW5979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5979
 AW5979.The geoid height was determined by GEOID03.
 AW5979
 AW5979;                    North         East     Units Scale Factor Converg.
 AW5979;SPC TXSC     - 4,169,239.313   999,621.871   MT  0.99986346   +2 00 56.6
 AW5979;SPC TXSC     -13,678,579.31  3,279,592.76   sFT  0.99986346   +2 00 56.6
 AW5979;UTM  15      - 3,242,362.414   316,860.253   MT  1.00001388   -0 55 22.5
 AW5979
 AW5979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5979!SPC TXSC     -   1.00000387  x   0.99986346  =   0.99986733
 AW5979!UTM  15      -   1.00000387  x   1.00001388  =   1.00001775
 AW5979
 AW5979:                Primary Azimuth Mark                     Grid Az
 AW5979:SPC TXSC     -  BOLIVAR POINT LIGHTHOUSE USE             054 03 23.0
 AW5979:UTM  15      -  BOLIVAR POINT LIGHTHOUSE USE             056 59 42.1
 AW5979
 AW5979|---------------------------------------------------------------------|
 AW5979| PID    Reference Object                     Distance      Geod. Az  |
 AW5979|                                                           dddmmss.s |
 AW5979| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX.13.9 KM 0560419.6 |
 AW5979| AW5986 GALVESTON SB USE 1900               APPROX. 4.6 KM 3231221.1 |
 AW5979|---------------------------------------------------------------------|
 AW5979
 AW5979                          SUPERSEDED SURVEY CONTROL
 AW5979
 AW5979  NAD 83(1986)-  29 17 49.08758(N)    094 53 07.86223(W) AD(       ) 3
 AW5979  NAD 27      -  29 17 48.25936(N)    094 53 07.12214(W) AD(       ) 3
 AW5979
 AW5979.Superseded values are not recommended for survey control.
 AW5979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5979.See file dsdata.txt to determine how the superseded data were derived.
 AW5979
 AW5979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1686042362(NAD 83)
 AW5979_MARKER: 55 = TOWER
 AW5979
 AW5979  HISTORY     - Date     Condition        Report By
 AW5979  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW5979  HISTORY     - 1947     GOOD             CGS
 AW5979  HISTORY     - 1955     GOOD             CGS
 AW5979  HISTORY     - 1960     GOOD             CGS
 AW5979  HISTORY     - 1960     GOOD             CGS
 AW5979  HISTORY     - 19940508 GOOD             USPSQD
 AW5979
 AW5979                          STATION DESCRIPTION
 AW5979
 AW5979'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW5979'EAST CAUSEWAY TOWER IS A HIGH FOUR-LEGGED STEEL ELECTRIC
 AW5979'POWER-TRANSMISSION LINE TOWER AT RAILROAD AND HIGHWAY DRAWBRIDGE
 AW5979'CONNECTING GALVESTON ISLAND AND THE MAINLAND IN THE VICINITY
 AW5979'OF VIRGINIA POINT.  THE TOWER IS THE E ONE OF TWO SIMILAR TOWERS
 AW5979'AND IS 3 METERS S FROM THE S EDGE OF THE CAUSEWAY.  IT IS 8
 AW5979'METERS E OF THE E EDGE OF BRIDGE.  THE HIGHEST POINT OF THE
 AW5979'TOWER WAS OBSERVED UPON.
 AW5979
 AW5979                          STATION RECOVERY (1947)
 AW5979
 AW5979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5979'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 AW5979'DESCRIPTION IS ADEQUATE.
 AW5979
 AW5979                          STATION RECOVERY (1955)
 AW5979
 AW5979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW5979'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 AW5979'J.A.B. IN 1931.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 AW5979'
 AW5979'THE STATION WAS USED IN A CHECKED THREE-POINT THEODOLITE FIX
 AW5979'AND GAVE SATISFACTORY RESULTS.
 AW5979
 AW5979                          STATION RECOVERY (1960)
 AW5979
 AW5979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5979'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 AW5979'FOR RECOVERY.
 AW5979
 AW5979                          STATION RECOVERY (1960)
 AW5979
 AW5979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RS)
 AW5979'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 AW5979'STATION WAS USED IN A CHECKED FOUR-POINT FIX WITH SATISFACTORY
 AW5979'RESULTS.
 AW5979
 AW5979                          STATION RECOVERY (1994)
 AW5979
 AW5979'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1122 ***********************************************************************
 AW1122  DESIGNATION -  EAST END 995
 AW1122  PID         -  AW1122
 AW1122  STATE/COUNTY-  TX/HARRIS
 AW1122  USGS QUAD   -  PARK PLACE (1995)
 AW1122
 AW1122                         *CURRENT SURVEY CONTROL
 AW1122  ___________________________________________________________________
 AW1122* NAD 83(1986)-  29 42 07.     (N)    095 16 27.     (W)     SCALED    
 AW1122* NAVD 88     -        10.183  (meters)      33.41   (feet)  ADJUSTED  
 AW1122  ___________________________________________________________________
 AW1122  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1122  DYNAMIC HT  -          10.169 (meters)      33.36  (feet)  COMP
 AW1122  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AW1122
 AW1122  VERT ORDER  -  FIRST     CLASS I
 AW1122
 AW1122.The horizontal coordinates were scaled from a topographic map and have
 AW1122.an estimated accuracy of +/- 6 seconds.
 AW1122
 AW1122.The orthometric height was determined by differential leveling
 AW1122.and adjusted by the National Geodetic Survey in June 1991..
 AW1122
 AW1122.The geoid height was determined by GEOID03.
 AW1122
 AW1122.The dynamic height is computed by dividing the NAVD 88
 AW1122.geopotential number by the normal gravity value computed on the
 AW1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1122.degrees latitude (g = 980.6199 gals.).
 AW1122
 AW1122.The modeled gravity was interpolated from observed gravity values.
 AW1122
 AW1122;                    North         East    Units  Estimated Accuracy
 AW1122;SPC TXSC     - 4,212,840.      960,460.      MT  (+/- 180 meters Scaled)
 AW1122
 AW1122                          SUPERSEDED SURVEY CONTROL
 AW1122
 AW1122  NGVD 29 (12/23/87)   10.180  (m)           33.40   (f) ADJUSTED    1 1
 AW1122
 AW1122.Superseded values are not recommended for survey control.
 AW1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1122.See file dsdata.txt to determine how the superseded data were derived.
 AW1122
 AW1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN799879(NAD 83)
 AW1122_MARKER: Z = SEE DESCRIPTION
 AW1122_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW1122_SP_SET: GALVANIZED STEEL PIPE
 AW1122_MARK LOGO: USGS  
 AW1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1122
 AW1122  HISTORY     - Date     Condition        Report By
 AW1122  HISTORY     - UNK      MONUMENTED       USGS
 AW1122  HISTORY     - 1976     GOOD             NGS
 AW1122  HISTORY     - 1978     GOOD             NGS
 AW1122  HISTORY     - 1983     GOOD             NGS
 AW1122  HISTORY     - 1987     GOOD             NGS
 AW1122  HISTORY     - 1989     GOOD             USPSQD
 AW1122
 AW1122                          STATION DESCRIPTION
 AW1122
 AW1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1122'IN EAST END PUMPING STATION.
 AW1122'MONITORING SITE IS AT HOUSTON EAST END WATER PUMPING STATION, ABOUT 10
 AW1122'FEET NE OF BM C 1227.  POINT HELD WAS BETWEEN 2 FILE MARKS ON THE
 AW1122'NORTH SIDE OF A 2-INCH PIPE THAT IS PROTECTED BY A 6-INCH PIPE AND IS
 AW1122'INSIDE OF A SMALL METAL BUILDING AND MAINTAINED BY USGS.
 AW1122
 AW1122                          STATION RECOVERY (1978)
 AW1122
 AW1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1122'RECOVERED IN GOOD CONDITION.
 AW1122
 AW1122                          STATION RECOVERY (1983)
 AW1122
 AW1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1122'RECOVERED IN GOOD CONDITION.  NOTE, AT THE EAST END PUMP STATION, THE
 AW1122'POINT HELD WAS THE TOP OF AND THE NORTH EDGE OF A 1-1/2 INCH DIAMETER
 AW1122'PIPE BETWEEN TWO FILE MARKS.
 AW1122
 AW1122                          STATION RECOVERY (1987)
 AW1122
 AW1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1122'RECOVERED IN GOOD CONDITION.
 AW1122
 AW1122                          STATION RECOVERY (1989)
 AW1122
 AW1122'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5593 ***********************************************************************
 AW5593  DESIGNATION -  EAST END 995 RESET
 AW5593  PID         -  AW5593
 AW5593  STATE/COUNTY-  TX/HARRIS
 AW5593  USGS QUAD   -  PARK PLACE (1995)
 AW5593
 AW5593                         *CURRENT SURVEY CONTROL
 AW5593  ___________________________________________________________________
 AW5593* NAD 83(1986)-  29 42 07.     (N)    095 16 27.     (W)     SCALED    
 AW5593* NAVD 88     -        10.158  (meters)      33.33   (feet)  ADJUSTED  
 AW5593  ___________________________________________________________________
 AW5593  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW5593  DYNAMIC HT  -          10.144 (meters)      33.28  (feet)  COMP
 AW5593  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AW5593
 AW5593  VERT ORDER  -  FIRST     CLASS II
 AW5593
 AW5593.The horizontal coordinates were scaled from a topographic map and have
 AW5593.an estimated accuracy of +/- 6 seconds.
 AW5593
 AW5593.The orthometric height was determined by differential leveling
 AW5593.and adjusted by the National Geodetic Survey in June 1991..
 AW5593
 AW5593.The geoid height was determined by GEOID03.
 AW5593
 AW5593.The dynamic height is computed by dividing the NAVD 88
 AW5593.geopotential number by the normal gravity value computed on the
 AW5593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5593.degrees latitude (g = 980.6199 gals.).
 AW5593
 AW5593.The modeled gravity was interpolated from observed gravity values.
 AW5593
 AW5593;                    North         East    Units  Estimated Accuracy
 AW5593;SPC TXSC     - 4,212,840.      960,460.      MT  (+/- 180 meters Scaled)
 AW5593
 AW5593                          SUPERSEDED SURVEY CONTROL
 AW5593
 AW5593  NGVD 29 (12/23/87)   10.155  (m)           33.32   (f) ADJUSTED    1 2
 AW5593
 AW5593.Superseded values are not recommended for survey control.
 AW5593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5593.See file dsdata.txt to determine how the superseded data were derived.
 AW5593
 AW5593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN799879(NAD 83)
 AW5593_MARKER: H = DRILL HOLE
 AW5593_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW5593_SP_SET: GALVANIZED STEEL PIPE
 AW5593_PROJECTION: PROJECTING 90 CENTIMETERS
 AW5593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5593+STABILITY: POSITION/ELEVATION WELL
 AW5593_ROD/PIPE-DEPTH: 303  meters
 AW5593
 AW5593  HISTORY     - Date     Condition        Report By
 AW5593  HISTORY     - 1986     MONUMENTED       NGS
 AW5593  HISTORY     - 19950624 GOOD             USPSQD
 AW5593  HISTORY     - 20041125 MARK NOT FOUND   USPSQD
 AW5593
 AW5593                          STATION DESCRIPTION
 AW5593
 AW5593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5593'5.9 KM (3.65 MI) NW FROM SOUTH HOUSTON.
 AW5593'5.3 KM (3.3 MI) NORTHWEST ALONG THE GALVESTON HOUSTON AND HENDERSON
 AW5593'RAILROAD FROM THE JUNCTION OF SPENCER HIGHWAY IN SOUTH HOUSTON, THENCE
 AW5593'0.4 KM (0.25 MI) WEST ALONG PARK TERRACE BOULEVARD, THENCE 0.2 KM (0.1
 AW5593'MI) NORTH ALONG BELLEVUE STREET, AT THE CITY OF HOUSTON EAST END WATER
 AW5593'PUMPING PLANT, THE CENTER OF A 1/16-INCH DRILL HOLE PAINTED ORANGE,
 AW5593'1-INCH BELOW THE TOP OF A 2-INCH PIPE, PROTECTED BY A 6-INCH PIPE
 AW5593'INSIDE A SMALL BUILDING MAINTAINED BY THE USGS, 28.96 M (95.01 FT)
 AW5593'EAST OF THE CENTER OF THE GATE TO THE PLANT, 1.22 M (4.0 FT) NORTH OF
 AW5593'A FENCE.
 AW5593'THE MARK IS 0.9 M ABOVE THE GROUND.
 AW5593
 AW5593                          STATION RECOVERY (1995)
 AW5593
 AW5593'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5593'RECOVERED IN GOOD CONDITION.
 AW5593
 AW5593                          STATION RECOVERY (2004)
 AW5593
 AW5593'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1810 ***********************************************************************
 AH1810  DESIGNATION -  EAST NIXON ET
 AH1810  PID         -  AH1810
 AH1810  STATE/COUNTY-  TX/GONZALES
 AH1810  USGS QUAD   -  NIXON (1987)
 AH1810
 AH1810                         *CURRENT SURVEY CONTROL
 AH1810  ___________________________________________________________________
 AH1810* NAD 83(1993)-  29 16 14.19257(N)    097 45 06.32743(W)     ADJUSTED  
 AH1810* NAVD 88     -       124.8    (meters)     409.     (feet)  VERTCON   
 AH1810  ___________________________________________________________________
 AH1810  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AH1810  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH1810
 AH1810  HORZ ORDER  -  THIRD
 AH1810
 AH1810.The horizontal coordinates were established by classical geodetic methods
 AH1810.and adjusted by the National Geodetic Survey in July 1998..
 AH1810
 AH1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1810
 AH1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1810
 AH1810.The geoid height was determined by GEOID03.
 AH1810
 AH1810;                    North         East     Units Scale Factor Converg.
 AH1810;SPC TXSC     - 4,159,935.406   721,290.414   MT  0.99986387   +0 36 41.5
 AH1810;SPC TXSC     -13,648,054.74  2,366,433.63   sFT  0.99986387   +0 36 41.5
 AH1810;UTM  14      - 3,238,613.306   621,265.751   MT  0.99978146   +0 36 37.4
 AH1810
 AH1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1810!SPC TXSC     -   0.99998450  x   0.99986387  =   0.99984837
 AH1810!UTM  14      -   0.99998450  x   0.99978146  =   0.99976596
 AH1810
 AH1810                          SUPERSEDED SURVEY CONTROL
 AH1810
 AH1810  NGVD 29 (07/28/98)  124.8    (m)          409.     (f) VERT ANG       
 AH1810
 AH1810.Superseded values are not recommended for survey control.
 AH1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1810.See file dsdata.txt to determine how the superseded data were derived.
 AH1810
 AH1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT2126638613(NAD 83)
 AH1810_MARKER: DS = TRIANGULATION STATION DISK
 AH1810
 AH1810  HISTORY     - Date     Condition        Report By
 AH1810  HISTORY     - 1961     MONUMENTED       USGS
 AH1810
 AH1810                          STATION DESCRIPTION
 AH1810
 AH1810'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH1810'ABOUT 1.0 MI. E. OF NIXON, TEXAS, ALONG U.S. HIGHWAY 87, 1035 FT. E.
 AH1810'OF AN INTERSECTION, 54 FT. N. OF THE HIGHWAY, 45 FT. S. OF THE
 AH1810'RAILROAD, ON A HIGH BANK.
 AH1810'TO REACH FROM THE JUNCTION OF THE STATE HIGHWAY 80 AND U.S. HIGHWAY 87
 AH1810'AT NIXON, TEXAS, DRIVE E. ALONG THE U.S. HIGHWAY 87 FOR 0.8 MI. TO A
 AH1810'HIGH BANK ON THE LEFT AND STATION.
 AH1810'STATION MARK--A STANDARD TABLET STAMPED---EAST NIXON ET 1961---,
 AH1810'CEMENTED ON TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE
 AH1810'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0493 ***********************************************************************
 AM0493  DESIGNATION -  EAST POINT
 AM0493  PID         -  AM0493
 AM0493  STATE/COUNTY-  TX/MATAGORDA
 AM0493  USGS QUAD   -  DRESSING POINT (1973)
 AM0493
 AM0493                         *CURRENT SURVEY CONTROL
 AM0493  ___________________________________________________________________
 AM0493* NAD 83(1993)-  28 41 19.40971(N)    095 46 23.11323(W)     ADJUSTED  
 AM0493* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 AM0493  ___________________________________________________________________
 AM0493  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AM0493  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0493
 AM0493  HORZ ORDER  -  SECOND
 AM0493
 AM0493.The horizontal coordinates were established by classical geodetic methods
 AM0493.and adjusted by the National Geodetic Survey in February 1996..
 AM0493
 AM0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0493
 AM0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0493
 AM0493.The geoid height was determined by GEOID03.
 AM0493
 AM0493;                    North         East     Units Scale Factor Converg.
 AM0493;SPC TXSC     - 4,099,152.225   915,301.022   MT  0.99992636   +1 34 51.3
 AM0493;SPC TXSC     -13,448,635.26  3,002,950.10   sFT  0.99992636   +1 34 51.3
 AM0493;UTM  15      - 3,176,649.166   229,038.849   MT  1.00050617   -1 19 55.3
 AM0493
 AM0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0493!SPC TXSC     -   1.00000379  x   0.99992636  =   0.99993015
 AM0493!UTM  15      -   1.00000379  x   1.00050617  =   1.00050996
 AM0493
 AM0493|---------------------------------------------------------------------|
 AM0493| PID    Reference Object                     Distance      Geod. Az  |
 AM0493|                                                           dddmmss.s |
 AM0493| CV7119 EAST POINT RM 3                      22.555 METERS 12422     |
 AM0493| AM0500 EAST POINT 1883 AZ MK               442.132 METERS 2060458.5 |
 AM0493| AM0499 EAST POINT 1883 AZ MK PTA           435.105 METERS 2060427.8 |
 AM0493| CV7117 EAST POINT RM 1                      23.686 METERS 23314     |
 AM0493| CV7118 EAST POINT RM 2                                    3054147.9 |
 AM0493|---------------------------------------------------------------------|
 AM0493
 AM0493                          SUPERSEDED SURVEY CONTROL
 AM0493
 AM0493  NAD 83(1986)-  28 41 19.41820(N)    095 46 23.09418(W) AD(       ) 2
 AM0493  NAD 27      -  28 41 18.46900(N)    095 46 22.22500(W) AD(       ) 2
 AM0493  NGVD 29 (07/19/86)    2.3    (m)            8.     (f) VERT ANG       
 AM0493
 AM0493.Superseded values are not recommended for survey control.
 AM0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0493.See file dsdata.txt to determine how the superseded data were derived.
 AM0493
 AM0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM2903976649(NAD 83)
 AM0493_MARKER: B = BOLT
 AM0493_SETTING: 0 = UNSPECIFIED SETTING
 AM0493
 AM0493  HISTORY     - Date     Condition        Report By
 AM0493  HISTORY     - 1883     MONUMENTED       CGS
 AM0493  HISTORY     - 1934     GOOD             CGS
 AM0493  HISTORY     - 1937     GOOD             TSI
 AM0493  HISTORY     - 1937     GOOD             CGS
 AM0493  HISTORY     - 1938     GOOD             CGS
 AM0493  HISTORY     - 1960     GOOD             CGS
 AM0493  HISTORY     - 1962     GOOD             CGS
 AM0493  HISTORY     - 1966     GOOD             LOCENG
 AM0493  HISTORY     - 1969     GOOD             CGS
 AM0493  HISTORY     - 1978     GOOD             NGS
 AM0493
 AM0493                          STATION DESCRIPTION
 AM0493
 AM0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (REH)
 AM0493'ABOUT 8 MILES BELOW THE UPPER END OF MATAGORDA PENINSULA,
 AM0493'ON A RIDGE OF MODERATELY HIGH GROUND WHICH EXTENDS ALMOST
 AM0493'FROM THE SAND HILLS ON THE GULF SHORE TO THE MARSHES ALONG
 AM0493'MATAGORDA BAY.
 AM0493'
 AM0493'STATION IS MARKED BY A CROSS IN A BOLT OF LEAD, IN THE TOP
 AM0493'OF A MARBLE POST, 6-1/2 INCHES SQUARE, 30 INCHES LONG, WITH
 AM0493'THE LETTERS U.S. ON THE TOP AND C.G.S. ON THE SIDES.  THE
 AM0493'POST RESTS ON THE SUBSURFACE MARK WHICH IS A CROSS IN A BOLT
 AM0493'OF LEAD IN THE TOP OF ONE OF A LAYER OF BRICKS SET IN CONCRETE.
 AM0493'AROUND THE POST TO THE LEVEL OF THE GROUND IS A PIER OF BRICK,
 AM0493'2 FEET SQUARE, AND OVER THE MONUMENT IS A CAIRN OF LOOSE STONE.
 AM0493
 AM0493                          STATION RECOVERY (1934)
 AM0493
 AM0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0493'STATION IS LOCATED ON MATAGORDA PENINSULA, ABOUT 8 MILES
 AM0493'SE FROM GULF, TEXAS, ABOUT THE SAME DISTANCE WSW FROM THE
 AM0493'E END OF THE BAY, ON A LONG RIDGE EXTENDING ACROSS THE PENINSULA
 AM0493'FROM BAY TO GULF.  IT IS 0.2 MILE FROM THE GULF BEACH AND
 AM0493'ABOUT 3/4 MILE FROM THE BAY SHORE.
 AM0493'
 AM0493'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  THEY ARE BRONZE
 AM0493'REFERENCE DISKS SET IN THE TOPS OF CONCRETE POSTS.
 AM0493'
 AM0493'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AM0493'GULF WATER TANK, 284 DEG.  TEXAS GULF SULPHUR CO., STACK,
 AM0493'288 DEG.
 AM0493'
 AM0493'HEIGHT OF LIGHT ABOVE STATION MARK - 6.1 METERS.
 AM0493
 AM0493                          STATION RECOVERY (1937)
 AM0493
 AM0493'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AM0493'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AM0493
 AM0493                          STATION RECOVERY (1937)
 AM0493
 AM0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AM0493'STATION IS ABOUT 520 METERS FROM THE HIGHWATER LINE OF THE
 AM0493'GULF BEACH AND 385 METERS, 10 DEG TRUE, FROM AN ARTESIAN WELL
 AM0493'WITH CONCRETE TROUGH FOR WATERING STOCK.
 AM0493
 AM0493                          STATION RECOVERY (1938)
 AM0493
 AM0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AM0493'STATION IS ABOUT 8 MILES S BY W OF THE UPPER END OF MATAGORDA
 AM0493'BAY.
 AM0493'
 AM0493'STATION IS MARKED BY A MARBLE POST SURROUNDED BY BRICKS WITH
 AM0493'THE CENTER MARKED BY A BRASS SCREW SET IN A LEAD CORE.  THE
 AM0493'MARBLE POST IS 6-1/2 INCHES SQUARE.
 AM0493'
 AM0493'REFERENCE MARK 2 IS ON THE SAME RIDGE AS THE STATION.
 AM0493
 AM0493                          STATION RECOVERY (1960)
 AM0493
 AM0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GGC)
 AM0493'STATION FOUND IN GOOD CONDITION.
 AM0493
 AM0493                          STATION RECOVERY (1962)
 AM0493
 AM0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AM0493'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.
 AM0493'
 AM0493'STATION PROJECTS 3 INCHES AND R.M. 1 IS 6 INCHES UNDERGROUND.
 AM0493'
 AM0493'STATION IS LOCATED AT THE SOUTHEAST END OF A LOW, NARROW,
 AM0493'GRASS COVERED SAND RIDGE.  APPROXIMATELY 3000 FT. NORTHEAST
 AM0493'ALONG SHORE FROM AN INSTALLATION OF THE SHELL OIL CO.
 AM0493'APPROXIMATELY 1500 FT. NORTHWEST OF THE HWL.  APPROXIMATELY
 AM0493'700 FT. SOUTHWEST OF THE WEST EDGE OF A LONG NARROW POND.
 AM0493'AN OIL WELL IS BEING DRILLED APPROXIMATELY 1500 FT. NORTHEAST.
 AM0493
 AM0493                          STATION RECOVERY (1966)
 AM0493
 AM0493'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (RLA)
 AM0493'STATION RECOVERED BY TEXACO.
 AM0493'
 AM0493'STATION IN GOOD CONDITION.  THE ORIGINAL MARBLE SHAFT WITH
 AM0493'LEAD PLUG IS IN GOOD CONDITION BUT NONE OF THE REFERENCE
 AM0493'MARKS WERE FOUND AFTER RATHER THOROUGH SEARCH.  THE STATION
 AM0493'IS NOW ONLY ABOUT 2 INCHES ABOVE GROUND.  TRAIL LEADING
 AM0493'FROM BEACH AT WINDMILL AND WATERING TANK RUNS DIRECTLY TO
 AM0493'STATION.
 AM0493
 AM0493                          STATION RECOVERY (1969)
 AM0493
 AM0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0493'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE
 AM0493'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  A LONG SEARCH, USING
 AM0493'A SEXTANT ANGLE OFF OF REFERENCE MARK 1 AND LONG PROD RODS
 AM0493'WAS MADE FOR REFERENCE MARK 2 BUT IT COULD NOT BE FOUND.
 AM0493'IT IS PROBABLY STILL IN PLACE AND COVERED WITH SAND AND
 AM0493'GRASS AND MAY SHOW UP AFTER ANOTHER STORM.  A MORE COMPLETE
 AM0493'DESCRIPTION FOLLOWS--
 AM0493'
 AM0493'THE STATION IS 11-1/2 MILES EAST OF MATAGORDA, 11-1/2 MILES
 AM0493'SOUTHWEST OF SARGENT, 14 MILES EAST-NORTHEAST OF THE MOUTH
 AM0493'OF THE COLORADO RIVER, 5-1/2 MILES WEST-SOUTHWEST OF BROWN
 AM0493'CEDAR CUT ON THE SOUTHEAST END OF A LOW NORTHWEST-SOUTHEAST
 AM0493'RIDGE AND ABOUT AT THE CENTER OF THE HARD GROUND OF THE MATAGORDA
 AM0493'PENINSULA.
 AM0493'
 AM0493'TO REACH THE STATION FROM THE POST OFFICE IN MATAGORDA, GO
 AM0493'SOUTHERLY ON PAVED ROAD FOR 0.3 MILE TO DRAW BRIDGE OVER
 AM0493'THE INTRACOASTAL WATERWAY, CROSS BRIDGE AND CONTINUE SOUTHERLY
 AM0493'ON PAVED ROAD FOR 6.45 MILES TO CATTLE GUARD AT THE END OF
 AM0493'THE ROAD AT THE GULF BEACH.  TURN LEFT AND DRIVE EAST-NORTHEAST
 AM0493'ALONG BEACH FOR 2.7 MILES TO POINT WHERE SLOUGH CUTS THROUGH
 AM0493'BEACH FROM BAY TO GULF.  WITH 4-WHEEL DRIVE FORD THIS SLOUGH
 AM0493'AND CONTINUE ALONG BEACH FOR 11.45 MILES TO OIL COMPANY
 AM0493'PUMPING STATION ON THE LEFT, CONTINUE EAST-NORTHEAST ALONG
 AM0493'BEACH FOR 0.4 MILE TO WINDMILL AND TANK.  FOLLOW TRACK ROAD
 AM0493'NORTH ON TRUE BEARING OF 9 DEG FOR 0.3 MILE TO STATION.
 AM0493'
 AM0493'THE STATION MARK IS A 7 INCH SQUARE MARBLE POST WITH LEAD
 AM0493'FILLED DRILL HOLE IN ITS TOP CENTER AND BRASS SCREW MARKING
 AM0493'CENTER POINT.  THERE ARE THE LETTERS US ON THE TOP SURFACE
 AM0493'OF THE POST.  THE POST PROJECTS 1 INCH.  IT IS 75 YARDS
 AM0493'SOUTHWEST OF MUD AND SAN FLAT THAT PROBABLY IN WET WEATHER
 AM0493'IS SMALL LAKE, 6 FEET NORTHEAST OF 6 INCH DIAMETER WOOD
 AM0493'POST 5 FEET HIGH WITH METAL SIGN NAILED TO IT, AND 2 FEET
 AM0493'SOUTHWEST OF METAL WITNESS POST WITH SIGN.
 AM0493'
 AM0493'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED EAST PT
 AM0493'NO 1 1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 AM0493'THAT IS 6 INCHES BELOW THE SURFACE.  IT IS SOUTHWEST OF THE
 AM0493'STATION AND 1 FOOT SOUTH OF A METAL WITNESS POST WITH SIGN.
 AM0493'
 AM0493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11-1/2
 AM0493'MILES EAST OF MATAGORDA
 AM0493
 AM0493                          STATION RECOVERY (1978)
 AM0493
 AM0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0493'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 AM0493'CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AM0493'THE DISTANCE TO REFERENCE MARK 1 COMPARED FAVORABLY WITH OLD
 AM0493'DATA.  REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED AT
 AM0493'THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 AM0493'
 AM0493'THE STATION IS LOCATED ABOUT 14 MILES EAST-NORTHEAST OF THE
 AM0493'MOUTH OF THE COLORADO RIVER, 11 MILES EAST OF MATAGORDA, 11-1/2
 AM0493'MILES SOUTHWEST OF SARGENT, AND ON THE MATAGORDA PENINSULA.  IT
 AM0493'IS ON PROPERTY OWNED BY QUINTANA PETROLEUM CORPORATION,
 AM0493'DRESSER TOWER SUITE 4008, CULLEN CENTER, HOUSTON, TEXAS 77001,
 AM0493'ATTENTION W. OSCAR NEUHAUS.
 AM0493'
 AM0493'TO REACH FROM THE POST OFFICE IN MATAGORDA, GO SOUTHERLY ON FARM
 AM0493'ROAD 2031 FOR 6.75 MILES TO THE GULF SHORE.  TURN LEFT AND GO
 AM0493'NORTHEASTERLY FOR 7.4 MILES TO STATION ROW 2 ON THE LEFT.
 AM0493'CONTINUE ALONG THE BEACH FOR 5.45 MILES TO A FORK.  TAKE THE
 AM0493'RIGHT FORK AND GO NORTH THEN NORTHEAST ON THE SHELL ROAD FOR
 AM0493'0.9 MILE TO SOME OIL WELLS.  CONTINUE NORTHEAST ON THE TRACK
 AM0493'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AM0493'ON THE TRACK ROAD FOR 0.1 MILE TO A WINDMILL AND A TRACK ROAD
 AM0493'LEFT.  TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR 0.25 MILE
 AM0493'TO THE STATION.
 AM0493'
 AM0493'THE STATION IS A BRASS SCREW IN THE CENTER OF A LEAD FILLED
 AM0493'DRILL HOLE IN THE TOP OF A 6-INCH SQUARE GRANITE POST WITH US
 AM0493'ENGRAVED ON TOP AND FLUSH WITH THE GROUND.  IT IS
 AM0493'3.0 FEET SOUTHWEST FROM A METAL WITNESS POST.
 AM0493'
 AM0493'REFERENCE MARK 1 IS A STANDARD COAST AND GEODETIC SURVEY DISK
 AM0493'STAMPED---EAST PT NO 1 1934---,
 AM0493'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AM0493'SIDE RECESSED 3 INCHES BELOW THE GROUND.  IT IS
 AM0493'1.0 FOOT SOUTH FROM A METAL WITNESS POST.
 AM0493'
 AM0493'REFERENCE MARK 3 IS A STANDARD NGS DISK
 AM0493'STAMPED---EAST POINT 1883 NO 3 1978---,
 AM0493'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0493'DIAMETER PROJECTING 5 INCHES ABOVE THE GROUND.  IT IS
 AM0493'1.5 FEET NORTH FROM A METAL WITNESS POST.
 AM0493'
 AM0493'AZIMUTH MARK IS A STANDARD NGS DISK
 AM0493'STAMPED---EAST POINT 1978---,
 AM0493'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0493'DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0493'10.0 FEET SOUTH FROM THE CENTER OF A TRACK ROAD AND
 AM0493'1.7 FEET WEST FROM A METAL WITNESS POST.
 AM0493'
 AM0493'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 15.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0500 ***********************************************************************
 AM0500  DESIGNATION -  EAST POINT 1883 AZ MK
 AM0500  PID         -  AM0500
 AM0500  STATE/COUNTY-  TX/MATAGORDA
 AM0500  USGS QUAD   -  DRESSING POINT (1973)
 AM0500
 AM0500                         *CURRENT SURVEY CONTROL
 AM0500  ___________________________________________________________________
 AM0500* NAD 83(1993)-  28 41 06.51091(N)    095 46 30.27371(W)     ADJUSTED  
 AM0500* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 AM0500  ___________________________________________________________________
 AM0500  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AM0500  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AM0500
 AM0500  HORZ ORDER  -  SECOND
 AM0500
 AM0500.The horizontal coordinates were established by classical geodetic methods
 AM0500.and adjusted by the National Geodetic Survey in February 1996..
 AM0500
 AM0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0500
 AM0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0500
 AM0500.The geoid height was determined by GEOID03.
 AM0500
 AM0500;                    North         East     Units Scale Factor Converg.
 AM0500;SPC TXSC     - 4,098,749.938   915,117.673   MT  0.99992706   +1 34 47.8
 AM0500;SPC TXSC     -13,447,315.42  3,002,348.57   sFT  0.99992706   +1 34 47.8
 AM0500;UTM  15      - 3,176,256.489   228,835.175   MT  1.00050754   -1 19 58.2
 AM0500
 AM0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0500!SPC TXSC     -   1.00000370  x   0.99992706  =   0.99993076
 AM0500!UTM  15      -   1.00000370  x   1.00050754  =   1.00051124
 AM0500
 AM0500                          SUPERSEDED SURVEY CONTROL
 AM0500
 AM0500  NAD 83(1986)-  28 41 06.51938(N)    095 46 30.25466(W) AD(       ) 2
 AM0500  NAD 27      -  28 41 05.56961(N)    095 46 29.38493(W) AD(       ) 2
 AM0500  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AM0500
 AM0500.Superseded values are not recommended for survey control.
 AM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0500.See file dsdata.txt to determine how the superseded data were derived.
 AM0500
 AM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM2883576256(NAD 83)
 AM0500_MARKER: DZ = AZIMUTH MARK DISK
 AM0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0500_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0500+STABILITY: SURFACE MOTION
 AM0500
 AM0500  HISTORY     - Date     Condition        Report By
 AM0500  HISTORY     - 1978     MONUMENTED       NGS
 AM0500
 AM0500                          STATION DESCRIPTION
 AM0500
 AM0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0500'THE STATION IS LOCATED ABOUT 14 MILES EAST-NORTHEAST OF THE
 AM0500'MOUTH OF THE COLORADO RIVER, 11 MILES EAST OF MATAGORDA,
 AM0500'11-1/2 MILES SOUTHWEST OF SARGENT, ON THE MATAGORDA PENINSULA,
 AM0500'AND ON PROPERTY OWNED BY THE QUINTANA PETROLEUM CORPORATION,
 AM0500'DRESSER TOWER SUITE 4008, CULLEN CENTER, HOUSTON, TEXAS 77001,
 AM0500'ATTENTION W. OSCAR NEUHAUS.
 AM0500'
 AM0500'TO REACH FROM THE POST OFFICE IN MATAGORDA, GO SOUTHERLY ON
 AM0500'FARM ROAD 2031 FOR 6.75 MILES TO THE GULF SHORE.  TURN LEFT
 AM0500'AND GO NORTHEASTERLY FOR 7.4 MILES TO STATION ROW 2 ON THE
 AM0500'LEFT.  CONTINUE ALONG THE BEACH FOR 5.45 MILES TO A FORK.
 AM0500'TAKE THE RIGHT FORK AND GO NORTH, THEN NORTHEAST ON THE SHELL
 AM0500'ROAD FOR 0.9 MILE TO SOME WELLS.  CONTINUE NORTHEAST ON THE
 AM0500'TRACK ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 AM0500'
 AM0500'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AM0500'STAMPED---EAST POINT 1978---,
 AM0500'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0500'DIAMETER PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 AM0500'10.0 FEET SOUTH FROM THE CENTER OF THE TRACK ROAD AND
 AM0500'1.7 FEET WEST FROM A METAL WITNESS POST.
 AM0500'
 AM0500'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1573 ***********************************************************************
 AE1573  DESIGNATION -  EAST RESET
 AE1573  PID         -  AE1573
 AE1573  STATE/COUNTY-  TX/HIDALGO
 AE1573  USGS QUAD   -  MONTE CHRISTO (1980)
 AE1573
 AE1573                         *CURRENT SURVEY CONTROL
 AE1573  ___________________________________________________________________
 AE1573* NAD 83(1993)-  26 28 12.93107(N)    098 15 40.97680(W)     ADJUSTED  
 AE1573* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 AE1573  ___________________________________________________________________
 AE1573  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AE1573  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AE1573
 AE1573  HORZ ORDER  -  FIRST
 AE1573
 AE1573.The horizontal coordinates were established by classical geodetic methods
 AE1573.and adjusted by the National Geodetic Survey in February 1996..
 AE1573
 AE1573.The orthometric height was scaled from a topographic map.
 AE1573
 AE1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1573
 AE1573.The geoid height was determined by GEOID03.
 AE1573
 AE1573;                    North         East     Units Scale Factor Converg.
 AE1573;SPC TX S     - 5,089,054.738   323,792.423   MT  0.99993741   +0 06 30.0
 AE1573;SPC TX S     -16,696,340.42  1,062,308.97   sFT  0.99993741   +0 06 30.0
 AE1573;UTM  14      - 2,927,975.241   573,623.574   MT  0.99966692   +0 19 45.3
 AE1573
 AE1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1573!SPC TX S     -   0.99999564  x   0.99993741  =   0.99993305
 AE1573!UTM  14      -   0.99999564  x   0.99966692  =   0.99966256
 AE1573
 AE1573:                Primary Azimuth Mark                     Grid Az
 AE1573:SPC TX S     -  EAST AZ MK RESET                         001 47 36.9
 AE1573:UTM  14      -  EAST AZ MK RESET                         001 34 21.6
 AE1573
 AE1573|---------------------------------------------------------------------|
 AE1573| PID    Reference Object                     Distance      Geod. Az  |
 AE1573|                                                           dddmmss.s |
 AE1573| CV3128 EAST AZ MK RESET                                   0015406.9 |
 AE1573| CV3133 EAST RM 5                            36.006 METERS 09901     |
 AE1573| CV3297 ROUTE 490 N ROW FENCE LINE E                       09918     |
 AE1573| CV3129 EAST RM 1                            33.390 METERS 14325     |
 AE1573| AE1459 EDINBURG AMER FRUIT ICE PLT TK      APPROX.17.3 KM 1451123.5 |
 AE1573| AE1465 EDINBURG TALL MUN TANK              APPROX.21.7 KM 1512702.1 |
 AE1573| AE1457 EDINBURG HIDALGO CO CTHSE DOME      APPROX.21.2 KM 1520907.7 |
 AE1573| CV3131 EAST RM 3                            40.298 METERS 15358     |
 AE1573| CV3130 EAST RM 2                            32.790 METERS 23359     |
 AE1573| CV3132 EAST RM 4                            47.866 METERS 24504     |
 AE1573| AE0590 EAST AZ MK                                         2773732.6 |
 AE1573|---------------------------------------------------------------------|
 AE1573
 AE1573                          SUPERSEDED SURVEY CONTROL
 AE1573
 AE1573  NAD 83(1986)-  26 28 12.93664(N)    098 15 40.94282(W) AD(       ) 1
 AE1573  NAD 27      -  26 28 11.70400(N)    098 15 39.89300(W) AD(       ) 1
 AE1573
 AE1573.Superseded values are not recommended for survey control.
 AE1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1573.See file dsdata.txt to determine how the superseded data were derived.
 AE1573
 AE1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7362427975(NAD 83)
 AE1573_MARKER: DS = TRIANGULATION STATION DISK
 AE1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1573
 AE1573  HISTORY     - Date     Condition        Report By
 AE1573  HISTORY     - 1935     MONUMENTED       CGS
 AE1573  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AE1573  HISTORY     - 1949     POOR             TXHD
 AE1573  HISTORY     - 1955     GOOD             SUNOCO
 AE1573  HISTORY     - 1959     GOOD             CGS
 AE1573  HISTORY     - 1961     GOOD             CGS
 AE1573
 AE1573                          STATION DESCRIPTION
 AE1573
 AE1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1573'STATION IS 7-3/4 MILES A LITTLE S OF E OF MC COOKS STORE,
 AE1573'4-1/4 MILES NNE OF MONTE CHRISTO, 1-3/4 MILES NNE OF THE
 AE1573'OLD RAILROAD STATION EAST, 45 FEET N OF CENTER LINE OF ROAD.
 AE1573'MARK PROJECTS 8 INCHES ABOVE GROUND.
 AE1573'
 AE1573'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AE1573'BRONZE DISKS SET IN CONCRETE.
 AE1573'
 AE1573'REFERENCE MARK NO. 1 IS SE OF STATION, IN FENCE LINE WHICH
 AE1573'IS 33 FEET S OF CENTER LINE OF ROAD, AND PROJECTS 6 INCHES
 AE1573'ABOVE GROUND.
 AE1573'
 AE1573'REFERENCE MARK NO. 2 IS SW OF STATION, IN FENCE LINE WHICH
 AE1573'IS 33 FEET S OF CENTER LINE OF ROAD, AND PROJECTS 6 INCHES
 AE1573'ABOVE GROUND.
 AE1573'
 AE1573'AZIMUTH MARK IS 0.45 MILE W OF STATION, IN FENCE LINE WHICH
 AE1573'IS 33 FEET S OF CENTER LINE OF ROAD, AND PROJECTS 8 INCHES
 AE1573'ABOVE GROUND.  TO REACH FROM STATION, GO 0.45 MILE W ON DIRT
 AE1573'ROAD TO MARK ON LEFT.
 AE1573'
 AE1573'TO REACH STATION FROM THE COURTHOUSE IN EDINBURG, GO N ON
 AE1573'U.S. HIGHWAY 281 FOR 10.5 MILES TO CROSS ROAD (SINCLAIR
 AE1573'FILLING STATION ON NW CORNER).  TURN LEFT AND GO 8.0 MILES
 AE1573'W TO TOP OF GRADE AND MARK INSIDE FENCE ON RIGHT.
 AE1573'
 AE1573'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AE1573
 AE1573                          STATION RECOVERY (1947)
 AE1573
 AE1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AE1573'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 AE1573'CONDITION.  THE STATION SURFACE MARK HAD BEEN DESTROYED
 AE1573'AND A NEW STATION SURFACE MARK WAS SET BY THIS PARTY AND ALL
 AE1573'REFERENCE MARKS WERE CHECKED AND THE DISTANCE WERE FOUND
 AE1573'TO BE THE SAME.  THE STATION WAS NOT OCCUPIED AT THIS TIME.
 AE1573'A COMPLETE DESCRIPTION FOLLOWS.
 AE1573'
 AE1573'STATION IS LOCATED ABOUT 12 MILES NORTH OF EDINBURG.  IT IS
 AE1573'39 FEET NORTH OF THE CENTERLINE OF DIRT ROAD, 12 FEET NORTH
 AE1573'OF A FENCELINE, 16 FEET NORTHWEST OF A 8 INCH MESQUITE TREE
 AE1573'AND 25 FEET NORTHEAST OF A 8 INCH MESQUITE TREE.  THE MARK
 AE1573'IS SUBSURFACE ABOUT 2.5 FEET AND THE DISK IS STAMPED EAST
 AE1573'1935 1947.
 AE1573'
 AE1573'REFERENCE MARK NO. 1 IS 109.55 FEET (33.390 METERS) SOUTHEAST
 AE1573'OF THE STATION.  IT IS 38 FEET SOUTH OF THE CENTERLINE OF
 AE1573'DIRT ROAD AND 1 FOOT NORTH OF FENCELINE.  THE MARK PROJECTS
 AE1573'ABOUT 5 INCHES AND THE DISK IS STAMPED EAST NO 1 1935.
 AE1573'
 AE1573'REFERENCE MARK NO. 2 IS 107.58 FEET (32.790 METERS) SOUTHWEST
 AE1573'OF THE STATION.  IT IS 38 FEET SOUTH OF THE CENTERLINE OF
 AE1573'DIRT ROAD AND 1 FOOT NORTH OF FENCELINE.  THE MARK PROJECTS
 AE1573'ABOUT 5 INCHES AND THE DISK IS STAMPED EAST NO 2 1935.
 AE1573'
 AE1573'AZIMUTH MARK IS 0.45 MILE WEST OF THE STATION.  IT IS 42
 AE1573'FEET SOUTH OF THE CENTERLINE OF DIRT ROAD AND 1 FOOT NORTH
 AE1573'OF FENCELINE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 AE1573'DISK IS STAMPED EAST AZI 1935.
 AE1573'
 AE1573'TO REACH STATION FROM THE COURTHOUSE IN EDINBURG GO NORTH
 AE1573'ON U.S. HIGHWAY 281 FOR 10.7 MILE TO FARM HIGHWAY ON RIGHT
 AE1573'AND DIRT ROAD ON LEFT, TURN LEFT AND GO 8.1 MILE TO STATION
 AE1573'ON THE RIGHT AS DESCRIBED.
 AE1573'
 AE1573'TO REACH AZIMUTH MARK FROM THE STATION GO WEST ON DIRT ROAD
 AE1573'FOR 0.45 MILE TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 AE1573
 AE1573                          STATION RECOVERY (1949)
 AE1573
 AE1573'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AE1573'STATION HAS BEEN COMPLETELY UNEARTHED.  COMPLETE MONUMENT
 AE1573'NOW LYING HORIZONTALLY ON GROUND.  LARGE AND DEEP HOLE FOUND
 AE1573'AT SITE OF STATION.  DUE TO SHIFTING SANDS UNABLE TO LOCATE
 AE1573'R.M.S.  SITE MAY BE REACHED BY GOING WESTERLY FOR 8 MI. FROM
 AE1573'JCT. U.S. 281 AND FM 490 TO HIGHEST POINT OF FLAT RIDGE.
 AE1573
 AE1573                          STATION RECOVERY (1955)
 AE1573
 AE1573'RECOVERY NOTE BY SUN OIL COMPANY 1955 (WTR)
 AE1573'STATION AND REFERENCE MARKS ARE IN GOOD SHAPE, THE AZIMUTH
 AE1573'MARK HAS BEEN DESTROYED IN BUILDING FARM ROAD 2058.  THE
 AE1573'PAVEMENT STOPS SHORT, ABOUT 2000 FEET, WEST OF THE STATION.
 AE1573
 AE1573                          STATION RECOVERY (1959)
 AE1573
 AE1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 AE1573'THE SITE OF THIS STATION WAS VISITED AND THE REFERENCE MARKS
 AE1573'AND THE AZIMUTH MARK HAVE BEEN DESTROYED.  THE REFERENCE
 AE1573'MONUMENT NO. 2 WAS FOUND ABOUT 1/2 MILE EAST OF THE STATION
 AE1573'SITE AND WAS MOVED BACK TO THE STATION AND RESET.  THE STATION
 AE1573'MARK WAS FOUND BY DIGGING AND WAS FOUND ABOUT 20 INCH BELOW
 AE1573'THE SURFACE OF THE GROUND.  TWO REFERENCE MARKS WERE SET
 AE1573'IN 1959 AND A REVISED DESCRIPTION IS AS FOLLOWS.
 AE1573'
 AE1573'THE STATION IS ABOUT 12 MILES NORTHWEST OF EDINBURG, HIDALGO
 AE1573'COUNTY, ALONG THE NORTH SIDE OF STATE HIGHWAY NO. 490, AT
 AE1573'THE TOP OF A 5 FOOT CUT, 4 FEET WEST OF A 4 X 4 POST AND
 AE1573'2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 2 FEET NORTH
 AE1573'OF THE PROJECTION OF THE RIGHT-OF-WAY FENCES TO THE EAST
 AE1573'AND WEST AND IS IN A SECTION OF THE HIGHWAY IN A BACKSET AREA.
 AE1573'
 AE1573'THE MARK IS ABOUT 20 INCHES BELOW THE SURFACE OF THE GROUND,
 AE1573'A STATION DISK STAMPED EAST 1935 1947 IN A CONCRETE MONUMENT.
 AE1573'
 AE1573'REFERENCE MARK NO. 3 IS A DISK IN A CONCRETE MONUMENT PROJECTING
 AE1573'ABOUT 1 FOOT.  THE DISK IS STAMPED EAST 1935 1947 NO. 3 1959.
 AE1573'IT IS 22 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 2
 AE1573'FEET EAST OF A FENCE LINE LEADING SOUTH IN A WASTE AREA.
 AE1573'
 AE1573'REFERENCE MARK NO. 4 IS A DISK STAMPED EAST 1935 1947 NO. 4
 AE1573'1959 IN A CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES.  IT
 AE1573'IS 4 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 4 FEET
 AE1573'EAST OF A POWER POLE.
 AE1573'
 AE1573'TO REACH THE STATION FROM THE HIDALGO COUNTY COURT HOUSE
 AE1573'IN EDINBURG.  GO NORTH ON U.S. HIGHWAY NO. 281, ABOUT 10.5
 AE1573'MILES TO THE INTERSECTION WITH STATE HIGHWAY NO. 490 THEN
 AE1573'TURN LEFT AND GO WEST ON NO. 490, 8.0 MILES TO THE STATION
 AE1573'ON THE RIGHT AS DESCRIBED.
 AE1573
 AE1573                          STATION RECOVERY (1961)
 AE1573
 AE1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1573'THE STATION MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK
 AE1573'NO. 4 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION
 AE1573'TO THE REFERENCE MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE
 AE1573'MARK NO. 3 WAS FOUND TO BE .20 FOOT LONGER THAN THE 1959
 AE1573'MEASUREMENT.  THE DISTANCE TO REFERENCE MARK NO. 4 WAS VERIFIED.
 AE1573'
 AE1573'REFERENCE MARK NO. 5 AND A NEW AZIMUTH MARK WAS SET BY THIS
 AE1573'PARTY.
 AE1573'
 AE1573'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AE1573'
 AE1573'THE STATION IS APPROXIMATELY 13 MILES NORTHWEST OF EDINBURG,
 AE1573'8 MILES EAST OF MC COOK, 8 MILES WEST OF REDGATE, ON THE
 AE1573'NORTH RIGHT-OF-WAY OF FARM ROAD 490, NEAR THE TOP OF A 5 FOOT
 AE1573'CUT.
 AE1573'
 AE1573'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AE1573'AND FARM ROAD 490 WHICH IS APPROXIMATELY 11 MILES NORTH OF
 AE1573'EDINBURG, GO WEST ON FARM ROAD 490 FOR 7.9 MILES TO A SIDE
 AE1573'ROAD ON THE LEFT.  CONTINUE WEST ON FARM ROAD 490 FOR 175 FEET
 AE1573'AND THE STATION ON THE RIGHT.  (TO REACH THE AZIMUTH MARK
 AE1573'FROM THE STATION, GO WEST ON FARM ROAD 490 FOR 0.05 MILE
 AE1573'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON A BLADED
 AE1573'ROAD FOR 0.65 MILES TO A FENCE CORNER AND THE AZIMUTH MARK
 AE1573'ON THE LEFT.)
 AE1573'
 AE1573'STATION MARK, A STANDARD DISK STAMPED EAST 1935 1947, IS
 AE1573'SET IN A ROUND CONCRETE POST WHICH IS 12 INCHES BELOW THE
 AE1573'SURFACE OF THE GROUND.  IT IS 119 FEET WEST OF A FENCE CORNER
 AE1573'POST, 44 FEET NORTH OF THE CENTER OF FARM ROAD 490, 4 FEET
 AE1573'WEST OF A WOODEN WITNESS POST AND 2 FEET SOUTH OF A FENCE.
 AE1573'THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.
 AE1573'
 AE1573'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED EAST NO 3 1935
 AE1573'1959, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 12
 AE1573'INCHES.  IT IS 113 FEET SOUTHWEST OF THE CENTER OF THE
 AE1573'T-INTERSECTION, 64 FEET SOUTH OF THE CENTER OF FARM ROAD
 AE1573'490, 24 FEET SOUTH OF A FENCE CORNER POST AND 2 FEET EAST
 AE1573'OF A FENCE.
 AE1573'
 AE1573'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED EAST NO 4
 AE1573'1935 1959, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 AE1573'3 INCHES.  IT IS 44 FEET SOUTH OF THE CENTER OF FARM ROAD 490,
 AE1573'4 FEET EAST OF A POWER POLE AND 4 FEET SOUTH OF A FENCE.
 AE1573'
 AE1573'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED EAST NO 5
 AE1573'1935 1947, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1573'3 INCHES.  IT IS 68 FEET NORTH OF THE CENTER OF THE T-INTERSECTION,
 AE1573'45 FEET NORTH OF THE CENTER OF FARM ROAD 490, 3 FEET NORTH
 AE1573'OF A METAL WITNESS POST AND 2 FEET SOUTHWEST OF THE FENCE
 AE1573'CORNER POST.
 AE1573'
 AE1573'AZIMUTH MARK, A STANDARD DISK STAMPED EAST 1935 1947 RESET
 AE1573'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 AE1573'INCHES.  IT IS 21 FEET WEST OF THE CENTER OF THE BLADED
 AE1573'ROAD, 12 FEET WEST OF THE FENCE CORNER POST, 2.5 FEET WEST
 AE1573'OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 AE1573'
 AE1573'NOTE--REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE, WITH
 AE1573'15 KG. TAPE TENSION.
 AE1573'
 AE1573'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1395 ***********************************************************************
 BZ1395  DESIGNATION -  EASTERLY
 BZ1395  PID         -  BZ1395
 BZ1395  STATE/COUNTY-  TX/ROBERTSON
 BZ1395  USGS QUAD   -  CAMP CREEK LAKE (1982)
 BZ1395
 BZ1395                         *CURRENT SURVEY CONTROL
 BZ1395  ___________________________________________________________________
 BZ1395* NAD 83(1993)-  31 05 33.68495(N)    096 21 50.84215(W)     ADJUSTED  
 BZ1395* NAVD 88     -       135.1    (meters)     443.     (feet)  VERTCON   
 BZ1395  ___________________________________________________________________
 BZ1395  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 BZ1395  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BZ1395
 BZ1395  HORZ ORDER  -  FIRST
 BZ1395
 BZ1395.The horizontal coordinates were established by classical geodetic methods
 BZ1395.and adjusted by the National Geodetic Survey in February 1996..
 BZ1395
 BZ1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1395
 BZ1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1395
 BZ1395.The geoid height was determined by GEOID03.
 BZ1395
 BZ1395;                    North         East     Units Scale Factor Converg.
 BZ1395;SPC TX C     - 3,164,836.856 1,078,584.713   MT  0.99988301   +2 02 39.8
 BZ1395;SPC TX C     -10,383,302.25  3,538,656.68   sFT  0.99988301   +2 02 39.8
 BZ1395;UTM  14      - 3,442,862.518   751,434.777   MT  1.00037988   +1 21 43.0
 BZ1395
 BZ1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1395!SPC TX C     -   0.99998287  x   0.99988301  =   0.99986588
 BZ1395!UTM  14      -   0.99998287  x   1.00037988  =   1.00036274
 BZ1395
 BZ1395:                Primary Azimuth Mark                     Grid Az
 BZ1395:SPC TX C     -  EASTERLY AZ MK                           134 00 54.7
 BZ1395:UTM  14      -  EASTERLY AZ MK                           134 41 51.5
 BZ1395
 BZ1395|---------------------------------------------------------------------|
 BZ1395| PID    Reference Object                     Distance      Geod. Az  |
 BZ1395|                                                           dddmmss.s |
 BZ1395| CV7549 EASTERLY AZ MK                                     1360334.5 |
 BZ1395| CV7550 EASTERLY RM 1                        19.401 METERS 21746     |
 BZ1395| BZ1396 FRANKLIN MUNICIPAL TANK             APPROX.14.0 KM 2365504.6 |
 BZ1395| CV7551 EASTERLY RM 2                        72.311 METERS 28434     |
 BZ1395|---------------------------------------------------------------------|
 BZ1395
 BZ1395                          SUPERSEDED SURVEY CONTROL
 BZ1395
 BZ1395  NAD 83(1986)-  31 05 33.69871(N)    096 21 50.82304(W) AD(       ) 1
 BZ1395  NAD 27      -  31 05 33.03800(N)    096 21 49.95300(W) AD(       ) 1
 BZ1395  NGVD 29 (07/28/98)  135.1    (m)          443.     (f) VERT ANG       
 BZ1395
 BZ1395.Superseded values are not recommended for survey control.
 BZ1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1395.See file dsdata.txt to determine how the superseded data were derived.
 BZ1395
 BZ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV5143542863(NAD 83)
 BZ1395_MARKER: DS = TRIANGULATION STATION DISK
 BZ1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1395_PROJECTION: FLUSH
 BZ1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1395+STABILITY: SURFACE MOTION
 BZ1395
 BZ1395  HISTORY     - Date     Condition        Report By
 BZ1395  HISTORY     - 1943     MONUMENTED       CGS
 BZ1395  HISTORY     - 1965     GOOD             USGS
 BZ1395  HISTORY     - 1966     GOOD             USGS
 BZ1395  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BZ1395
 BZ1395                          STATION DESCRIPTION
 BZ1395
 BZ1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1395'THE STATION IS ABOUT 1.5 MILES SE OF THE TOWN OF EASTERLY,
 BZ1395'ABOUT 8.5 MILES ENE OF FRANKLIN, ABOUT 5.5 MILES W OF THE
 BZ1395'NAVASOTA RIVER, ON LAND OWNED BY MRS. R. KIRK PATRICK.  IT
 BZ1395'IS ON THE S EDGE OF AN OPEN FIELD, ABOUT 0.25 MILE NW OF A
 BZ1395'FARMHOUSE OWNED AND OCCUPIED BY H.W. SMITH, 20 FEET NW OF A
 BZ1395'NE-SW FENCE LINE, 15 FEET NE OF A TRIANGULAR-BLAZED 10-INCH
 BZ1395'OAK TREE.  THE DISK IS STAMPED EASTERLY 1943 AND PROJECTS 6
 BZ1395'INCHES.
 BZ1395'
 BZ1395'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1395'DISKS SET IN CONCRETE.
 BZ1395'
 BZ1395'REFERENCE MARK NO. 1 IS SW OF THE STATION, 1 FOOT NW OF
 BZ1395'NE-SW FENCE LINE.  THE DISK IS STAMPED EASTERLY NO. 1 1943
 BZ1395'AND PROJECTS 6 INCHES.
 BZ1395'
 BZ1395'REFERENCE MARK NO. 2 IS W OF THE STATION, IN NW-SE FENCE LINE,
 BZ1395'ON W EDGE OF FIELD.  THE DISK IS STAMPED EASTERLY NO. 2 1943
 BZ1395'AND PROJECTS 6 INCHES.
 BZ1395'
 BZ1395'THE AZIMUTH MARK IS 0.25 MILE SE OF STATION, IN THE YARD OF
 BZ1395'SMITHS HOUSE, 100 FEET NE OF THE NE CORNER OF SMITHS HOUSE,
 BZ1395'25 FEET N OF A 2-FOOT OAK TREE.  THE DISK IS STAMPED EASTERLY
 BZ1395'1943 AND PROJECTS 6 INCHES.  TO REACH FROM STATION GO E FROM
 BZ1395'STATION ON SAND ROAD FOR 0.05 MILE TO SAND CROSS ROAD.  TURN
 BZ1395'RIGHT, S, THRU GATE AND GO 0.25 MILE TO YARD OF SMITHS FARMHOUSE
 BZ1395'AND MARK ON RIGHT.
 BZ1395'
 BZ1395'THE STATION IS REACHED FROM THE BRICK SCHOOLHOUSE ON THE NW
 BZ1395'SIDE OF U.S. HIGHWAY 79 IN THE TOWN OF EASTERLY.  GO NE ON
 BZ1395'U.S. HIGHWAY 79 FOR 0.5 MILE TO CROSS ROAD AT MRS. R. KIRK
 BZ1395'PATRICKS STORE ON LEFT.  TURN RIGHT, SE, ON GRAVEL ROAD AND
 BZ1395'GO 1.55 MILES TO SIDE ROAD LEFT AND GATE.  TURN LEFT, THRU
 BZ1395'GATE, E, AND GO 0.3 MILE TO GATE.  GO THRU GATE AND CONTINUE
 BZ1395'STRAIGHT AHEAD ON SAND ROAD FOR 0.15 MILE TO SMITHS FARMHOUSE
 BZ1395'ON LEFT AND T-ROAD.  TURN LEFT, N, ON THIS ROAD, AND GO 0.25
 BZ1395'MILE TO GATE.  GO THRU GATE AND TURN LEFT, W, ALONG FENCE
 BZ1395'LINE FOR 0.05 MILE TO STATION.
 BZ1395'
 BZ1395'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES, BUT STATIONS
 BZ1395'WHEELOCK, AND FRANKLIN WILL REQUIRE A 103-FOOT TOWER TO CLEAR.
 BZ1395'
 BZ1395'HEIGHT OF LIGHT ABOVE STATION MARK - 29 METERS.
 BZ1395
 BZ1395                          STATION RECOVERY (1965)
 BZ1395
 BZ1395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ1395'STATION WAS RECOVERED IN GOOD CONDITION.
 BZ1395'
 BZ1395'TO REACH--FROM THE POST OFFICE IN EASTERLY, TEX., PROCEED NE
 BZ1395'ON U.S. HWY 79 FOR 0.25 MILES TO A ROAD JUNCTION.  TURN RIGHT,
 BZ1395'SE, ON GRAVEL ROAD FOR 1.7 MILES TO A FIELD ROAD LEFT AT GATE.
 BZ1395'TURN LEFT AND FOLLOW FIELD ROAD FOR 0.4 MILES TO THE AZIMUTH
 BZ1395'MARK ON RIGHT.  CONTINUE AHEAD OF FIELD ROAD FOR 0.05 MILES
 BZ1395'TO A SINGLE POLE POWER LINE NW.  TURN LEFT AND FOLLOW POWER LINE
 BZ1395'FOR 0.2 MILES TO A NE-SW FENCE.  TURN LEFT AND FOLLOW FENCE LINE
 BZ1395'SW FOR 0.05 MILES TO THE STATION.
 BZ1395
 BZ1395                          STATION RECOVERY (1966)
 BZ1395
 BZ1395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BZ1395'DESCRIPTION AND POSITION LISTED IN NGS QUAD 31096-2, STATION 1002.
 BZ1395'RECOVERED BY USGS IN 1966.
 BZ1395'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST,
 BZ1395'STAMPED---EASTERLY, 1943---.
 BZ1395
 BZ1395                          STATION RECOVERY (1994)
 BZ1395
 BZ1395'RECOVERY NOTE BY US POWER SQUADRON 1994
 BZ1395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1019 ***********************************************************************
 CT1019  DESIGNATION -  EASTLAND SCHOOLHOUSE BELFRY
 CT1019  PID         -  CT1019
 CT1019  STATE/COUNTY-  TX/EASTLAND
 CT1019  USGS QUAD   -  EASTLAND (1987)
 CT1019
 CT1019                         *CURRENT SURVEY CONTROL
 CT1019  ___________________________________________________________________
 CT1019* NAD 83(1993)-  32 24 02.45305(N)    098 49 16.39653(W)     ADJUSTED  
 CT1019* NAVD 88     -                                                        
 CT1019  ___________________________________________________________________
 CT1019  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CT1019  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CT1019
 CT1019  HORZ ORDER  -  THIRD
 CT1019
 CT1019.The horizontal coordinates were established by classical geodetic methods
 CT1019.and adjusted by the National Geodetic Survey in February 1996..
 CT1019
 CT1019
 CT1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1019
 CT1019.The geoid height was determined by GEOID03.
 CT1019
 CT1019;                    North         East     Units Scale Factor Converg.
 CT1019;SPC TXNC     - 2,081,442.105   569,781.495   MT  0.99993669   -0 10 30.7
 CT1019;SPC TXNC     - 6,828,864.64  1,869,358.12   sFT  0.99993669   -0 10 30.7
 CT1019;UTM  14      - 3,584,863.666   516,812.771   MT  0.99960349   +0 05 44.9
 CT1019
 CT1019                          SUPERSEDED SURVEY CONTROL
 CT1019
 CT1019  NAD 83(1986)-  32 24 02.45609(N)    098 49 16.38474(W) AD(       ) 4
 CT1019  NAD 27      -  32 24 01.99000(N)    098 49 15.16000(W) AD(       ) 3
 CT1019
 CT1019.Superseded values are not recommended for survey control.
 CT1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1019.See file dsdata.txt to determine how the superseded data were derived.
 CT1019
 CT1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA1681384864(NAD 83)
 CT1019_MARKER: 75 = BELFRY
 CT1019
 CT1019  HISTORY     - Date     Condition        Report By
 CT1019  HISTORY     - 1908     FIRST OBSERVED   CGS
 CT1019  HISTORY     - 20050527 MARK NOT FOUND   USPSQD
 CT1019
 CT1019                          STATION DESCRIPTION
 CT1019
 CT1019'DESCRIBED BY US POWER SQUADRON 2005 (RPJ)
 CT1019'A MODERN METAL BUILDING OCCUPIES THIS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2074 ***********************************************************************
 AY2074  DESIGNATION -  EASTMAN
 AY2074  PID         -  AY2074
 AY2074  STATE/COUNTY-  TX/REAL
 AY2074  USGS QUAD   -  CIRCLE BLUFF (1964)
 AY2074
 AY2074                         *CURRENT SURVEY CONTROL
 AY2074  ___________________________________________________________________
 AY2074* NAD 83(1993)-  29 50 06.66359(N)    099 43 45.97245(W)     ADJUSTED  
 AY2074* NAVD 88     -       722.     (meters)    2369.     (feet)  SCALED    
 AY2074  ___________________________________________________________________
 AY2074  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AY2074  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 AY2074
 AY2074  HORZ ORDER  -  SECOND
 AY2074
 AY2074.The horizontal coordinates were established by classical geodetic methods
 AY2074.and adjusted by the National Geodetic Survey in February 1996..
 AY2074
 AY2074.The orthometric height was scaled from a topographic map.
 AY2074
 AY2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2074
 AY2074.The geoid height was determined by GEOID03.
 AY2074
 AY2074;                    North         East     Units Scale Factor Converg.
 AY2074;SPC TXSC     - 4,222,080.409   529,510.768   MT  0.99990124   -0 21 26.5
 AY2074;SPC TXSC     -13,851,942.14  1,737,236.58   sFT  0.99990124   -0 21 26.5
 AY2074;UTM  14      - 3,300,745.847   429,530.579   MT  0.99966127   -0 21 46.5
 AY2074
 AY2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2074!SPC TXSC     -   0.99989008  x   0.99990124  =   0.99979134
 AY2074!UTM  14      -   0.99989008  x   0.99966127  =   0.99955139
 AY2074
 AY2074|---------------------------------------------------------------------|
 AY2074| PID    Reference Object                     Distance      Geod. Az  |
 AY2074|                                                           dddmmss.s |
 AY2074| CV3901 EASTMAN RM 1                         21.609 METERS 11509     |
 AY2074| CV4282 BLAZE ON TWIN ASPEN TREES            16.459 METERS 12116     |
 AY2074| CV3903 EASTMAN RM 3                                       3071618.2 |
 AY2074| CV3902 EASTMAN RM 2                         10.985 METERS 35525     |
 AY2074|---------------------------------------------------------------------|
 AY2074
 AY2074                          SUPERSEDED SURVEY CONTROL
 AY2074
 AY2074  NAD 83(1986)-  29 50 06.66942(N)    099 43 45.95965(W) AD(       ) 2
 AY2074  NAD 27      -  29 50 05.88100(N)    099 43 44.74800(W) AD(       ) 2
 AY2074
 AY2074.Superseded values are not recommended for survey control.
 AY2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2074.See file dsdata.txt to determine how the superseded data were derived.
 AY2074
 AY2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2953100746(NAD 83)
 AY2074_MARKER: DS = TRIANGULATION STATION DISK
 AY2074_SETTING: 66 = SET IN ROCK OUTCROP
 AY2074
 AY2074  HISTORY     - Date     Condition        Report By
 AY2074  HISTORY     - 1944     MONUMENTED       CGS
 AY2074  HISTORY     - 1963     GOOD             CGS
 AY2074
 AY2074                          STATION DESCRIPTION
 AY2074
 AY2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2074'STATION IS ON A THICKLY WOODED AND HIGH RIDGE ABOUT 8-1/2
 AY2074'MILES NNE OF LEAKEY, 16 MILES S OF GARVINS STORE AT INTERSECTION
 AY2074'OF TEMPORARY U.S. HIGHWAY 83 AND STATE HIGHWAY 41, AND 3 MILES
 AY2074'W OF U.S. HIGHWAY 83.  IT IS LOCATED ON THE HIGHEST PORTION
 AY2074'OF THE RIDGE, 54 FEET NW OF BLAZED TWIN ASPEN TREES,
 AY2074'APPROXIMATELY 5 INCHES IN DIAMETER.
 AY2074'
 AY2074'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 AY2074'BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED EASTMAN 1944.
 AY2074'
 AY2074'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 AY2074'FLUSH WITH THE GROUND.  IT IS STAMPED EASTMAN NO 1 1944.  IT IS
 AY2074'8 PACES E OF BLAZED TWIN ASPEN TREES.
 AY2074'
 AY2074'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 AY2074'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS STAMPED
 AY2074'EASTMAN NO 2 1944.
 AY2074'
 AY2074'AZIMUTH MARK (R.M. 3) IS A BRONZE REFERENCE DISK SET IN BEDROCK
 AY2074'FLUSH WITH THE GROUND.  IT IS STAMPED EASTMAN NO 3 1944.
 AY2074'IT IS 1/4 MILE WNW OF STATION, 2 FEET E OF A CAIRN, AND 5 FEET
 AY2074'E OF FENCE.
 AY2074'
 AY2074'TO REACH STATION FROM LEAKEY, GO N FROM THE COURTHOUSE ON
 AY2074'U.S. HIGHWAY 83 FOR 8.5 MILES TO THE S.C. TOMERLIN SERVICE
 AY2074'STATION ON THE RIGHT.  THIS IS 19 MILES S OF THE INTERSECTION
 AY2074'OF U.S. HIGHWAY 83 AND STATE HIGHWAY 41.  TURN LEFT (W) HERE
 AY2074'AT SERVICE STATION THROUGH BOARD GATE AND TAKE LEFT FORK 0.2
 AY2074'MILE TO GATE.  GO THROUGH GATE AND CONTINUE W, KEEPING TO LEFT
 AY2074'OF TWO RANCH HOUSES AND WINDMILL, FOR 0.2 MILE TO GATE, ABOUT
 AY2074'150 FEET W OF WINDMILL.  PASS THROUGH THIS GATE, CROSS WASH,
 AY2074'AND FOLLOW TRACK ROAD ALONG W SIDE OF FENCE FOR 0.4 MILE.  GO
 AY2074'THROUGH GATE AND FOLLOW TRACK ROAD WNW FOR 0.4 MILE TO GATE.
 AY2074'PASS THROUGH THIS GATE AND CONTINUE ALONG ROUGH TRACK ROAD,
 AY2074'WNW, 0.5 MILE TO GOAT SHED.  GO THROUGH TWO GATES ON N SIDE OF
 AY2074'SHED AND PROCEED ALONG DIM TRACK ROAD, WHICH IS ROUGH AND AT
 AY2074'TIMES DIMINISHES TO A STOCK TRAIL, WNW AND NW 0.9 MILE TO A
 AY2074'SMALL PAN NAILED TO TREE ON LEFT.  TURN SHARP RIGHT ACROSS
 AY2074'WASH AND THEN LEFT, FOLLOWING TRACK ROAD ALONG WASH FOR 0.5
 AY2074'MILE TO END OF TRUCK TRAVEL WHICH IS MARKED BY BLAZED TREE
 AY2074'AND 1- BY 12-INCH BOARD NAILED UP ON TREE ON LEFT.  PACK LEFT
 AY2074'ACROSS WASH IN A W DIRECTION AND UP SLOPE TO TOP OF RIDGE,
 AY2074'AND TO A CLEARED STOCK TRAIL ALONG THE W SIDE OF THE TOP
 AY2074'OF RIDGE.  TURN RIGHT ON STOCK TRAIL AND CONTINUE IN A NW
 AY2074'DIRECTION OF RIDGE.  TURN RIGHT ON STOCK TRAIL AND CONTINUE
 AY2074'IN A NW DIRECTION UNTIL TRAIL INTERSECTS AN E-W FENCE (ABOUT
 AY2074'1/2 MILE).  TURN LEFT (W) AND FOLLOW FENCE FOR ABOUT 1/2
 AY2074'MILE TO A RIGHT-ANGLE CORNER WHERE FENCE TURNS S.  CROSS
 AY2074'FENCE AND CONTINUE W, FOLLOWING ROCK DUCKS AND BLAZED
 AY2074'TREES, FOR 175 YARDS TO STATION.
 AY2074'
 AY2074'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 AY2074
 AY2074                          STATION RECOVERY (1963)
 AY2074
 AY2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLG)
 AY2074'STATION STAMPED EASTMAN 1944 AND R.M. 1 STAMPED EASTMAN NO 1
 AY2074'1944 WERE FOUND IN GOOD CONDITION, ON GARRETTS RANCH LOCATED
 AY2074'7 MILES N OF LEAKEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1046 ***********************************************************************
 CU1046  DESIGNATION -  EASTMAN
 CU1046  PID         -  CU1046
 CU1046  STATE/COUNTY-  TX/SCURRY
 CU1046  USGS QUAD   -  DERMOTT (1954)
 CU1046
 CU1046                         *CURRENT SURVEY CONTROL
 CU1046  ___________________________________________________________________
 CU1046* NAD 83(1993)-  32 46 41.28971(N)    101 03 39.62158(W)     ADJUSTED  
 CU1046* NAVD 88     -       805.     (meters)    2641.     (feet)  SCALED    
 CU1046  ___________________________________________________________________
 CU1046  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 CU1046  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CU1046
 CU1046  HORZ ORDER  -  FIRST
 CU1046
 CU1046.The horizontal coordinates were established by classical geodetic methods
 CU1046.and adjusted by the National Geodetic Survey in February 1996..
 CU1046
 CU1046.The orthometric height was scaled from a topographic map.
 CU1046
 CU1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1046
 CU1046.The geoid height was determined by GEOID03.
 CU1046
 CU1046;                    North         East     Units Scale Factor Converg.
 CU1046;SPC TXNC     - 2,126,174.699   360,120.153   MT  0.99988395   -1 23 48.3
 CU1046;SPC TXNC     - 6,975,624.82  1,181,494.20   sFT  0.99988395   -1 23 48.3
 CU1046;UTM  14      - 3,628,571.573   306,971.625   MT  1.00005945   -1 06 58.1
 CU1046
 CU1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1046!SPC TXNC     -   0.99987769  x   0.99988395  =   0.99976165
 CU1046!UTM  14      -   0.99987769  x   1.00005945  =   0.99993713
 CU1046
 CU1046:                Primary Azimuth Mark                     Grid Az
 CU1046:SPC TXNC     -  SNYDER BELL TEL CO MICROWAVE             107 36 52.0
 CU1046:UTM  14      -  SNYDER BELL TEL CO MICROWAVE             107 20 01.8
 CU1046
 CU1046|---------------------------------------------------------------------|
 CU1046| PID    Reference Object                     Distance      Geod. Az  |
 CU1046|                                                           dddmmss.s |
 CU1046| CU1023 SNYDER BELL TEL CO MICROWAVE        APPROX.15.5 KM 1061303.7 |
 CU1046| CU1029 SNYDER WINSTON APT BEACON           APPROX.13.5 KM 1294624.4 |
 CU1046| CH9278 EASTMAN RM 1                         14.631 METERS 15512     |
 CU1046| CH9277 EASTMAN AZ MK                                      2083149.8 |
 CU1046| CH9279 EASTMAN RM 2                         14.904 METERS 34412     |
 CU1046|---------------------------------------------------------------------|
 CU1046
 CU1046                          SUPERSEDED SURVEY CONTROL
 CU1046
 CU1046  NAD 83(1993)-  32 46 41.29521(N)    101 03 39.61277(W) AD(       ) 1
 CU1046  NAD 83(1986)-  32 46 41.29538(N)    101 03 39.61248(W) AD(       ) 1
 CU1046  NAD 27      -  32 46 40.91182(N)    101 03 38.17042(W) AD(       ) 1
 CU1046
 CU1046.Superseded values are not recommended for survey control.
 CU1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1046.See file dsdata.txt to determine how the superseded data were derived.
 CU1046
 CU1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0697228572(NAD 83)
 CU1046_MARKER: DS = TRIANGULATION STATION DISK
 CU1046_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CU1046
 CU1046  HISTORY     - Date     Condition        Report By
 CU1046  HISTORY     - 1968     MONUMENTED       CGS
 CU1046
 CU1046                          STATION DESCRIPTION
 CU1046
 CU1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1046'STATION IS LOCATED 9 MILES WEST-NORTHWEST OF SNYDER, 9 MILES
 CU1046'SOUTHEAST OF FLUVANNA, 6 MILES SOUTH-SOUTHWEST OF DERMOTT AND
 CU1046'ON PROPERTY OWNED BY MR. C.E. EASTMAN.
 CU1046'
 CU1046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 180 AND
 CU1046'84 AT THE NORTHWEST CORNER OF THE SQUARE IN SNYDER, GO WEST ON
 CU1046'U.S. HIGHWAY 180 FOR 4.35 MILES TO THE JUNCTION OF FARM ROAD
 CU1046'1609, CONTINUE WEST ON U.S. HIGHWAY 180 FOR 3.0 MILES TO THE
 CU1046'JUNCTION OF FARM ROAD 1606 ON THE LEFT, TURN RIGHT, NORTH, ON A
 CU1046'PAVED ROAD FOR 1.8 MILES TO A CROSSROAD, TURN LEFT, WEST, ON
 CU1046'PAVED ROAD FOR 1.0 MILE TO WHERE PAVED ROAD TURNS RIGHTS, TURN
 CU1046'RIGHT, NORTH FOR 1.0 MILE TO WHERE THE PAVED ROAD TURNS LEFT,
 CU1046'AND A CATTLE GUARD AND THE AZIMUTH MARK ON THE RIGHT, AND A
 CU1046'CATTLE GUARD STRIGHT AHEAD, TURN RIGHT CROSSING CATTLE GUARD AND
 CU1046'GO NORTHEAST ON TRACK ROAD FOR 0.05 MILE TO A CATTLE
 CU1046'GUARD, CROSS CATTLE GUARD, TAKE LEFT FORK, NORTH, ON TRACK
 CU1046'ROAD FOR 0.4 MILE TO A REVERSE FORK, CONTINUE NORTH ON
 CU1046'TRACK ROAD FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK ON
 CU1046'TRACK ROAD FOR 0.05 MILE TO A FORK, TAKE THE RIGHT FORK ON
 CU1046'TRACK ROAD AND GO EAST AND NORTH FOR 0.1 MILE TO A DIM SIDE
 CU1046'ROAD RIGHT, TURN RIGHT, EAST, ON DIM TRACK ROAD FOR 0.1
 CU1046'MILE TO A FENCE AND THE STATION.
 CU1046'
 CU1046'STATION MARK, A STANDARD DISK STAMPED EASTMAN 1968 SET IN THE
 CU1046'TOP OF IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 1 FOOT BELOW THE
 CU1046'SURFACE OF THE GROUND.  IT IS 190 FEET WEST OF THE CENTER OF
 CU1046'A 5-FOOT SQUARE CONCRETE MONUMENT WHICH IS 4 FEET HIGH, 18.5
 CU1046'FEET NORTH-NORTHWEST OF A FENCE POST, 11 FEET SOUTH-SOUTHWEST
 CU1046'OF A FENCE POST, 5 FEET WEST OF THE FENCE, AND 5 FEET WEST OF
 CU1046'A METAL WITNESS POST.
 CU1046'
 CU1046'REFERENCE MARK 1, IS A STANDARD DISK STAMPED EASTMAN NO 1
 CU1046'1968, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE, FLUSH
 CU1046'WITH THE GROUND SURFACE AND ABOUT 1 FOOT HIGHER THAN THE
 CU1046'STATION.  IT IS 46 FEET SOUTH OF A METAL WITNESS POST AND 1.5
 CU1046'FEET WEST OF THE FENCE.
 CU1046'
 CU1046'REFERENCE MARK 2, IS A STANDARD DISK STAMPED EASTMAN NO 2 1968,
 CU1046'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE, FLUSH WITH
 CU1046'THE GROUND SURFACE AND ABOUT 1 FOOT HIGHER THAN THE STATION.  IT
 CU1046'IS 48.8 FEET NORTH OF A METAL WITNESS POST AND 1.2 FEET WEST OF
 CU1046'THE FENCE.
 CU1046'
 CU1046'AZIMUTH MARK, A STANDARD DISK STAMPED EASTMAN 1968 SET IN THE
 CU1046'TOP OF A 10 INCH CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF
 CU1046'THE GROUND, 70 FEET EAST OF A ROAD INTERSECTION, 40 FEET
 CU1046'WEST-NORTHWEST OF A POWER LINE POLE, 30 FEET SOUTHEAST OF THE
 CU1046'CENTER OF A METAL CATTLE GUARD, AND 1 FOOT EAST OF A FENCE POST
 CU1046'WITH A WITNESS SIGN ATTACHED.
 CU1046'
 CU1046'NO UNDERGROUND STATION MARK WAS SET.
 CU1046'
 CU1046'HEIGHT OF LIGHT ABOVE STATION MARK 2.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1190 ***********************************************************************
 CT1190  PACS        -  This is a Primary Airport Control Station.
 CT1190  DESIGNATION -  EASTPORT
 CT1190  PID         -  CT1190
 CT1190  STATE/COUNTY-  TX/EASTLAND
 CT1190  USGS QUAD   -  EASTLAND (1987)
 CT1190
 CT1190                         *CURRENT SURVEY CONTROL
 CT1190  ___________________________________________________________________
 CT1190* NAD 83(1993)-  32 24 50.92004(N)    098 48 36.33641(W)     ADJUSTED  
 CT1190* NAVD 88     -       443.55   (meters)    1455.2    (feet)  GPS OBS   
 CT1190  ___________________________________________________________________
 CT1190  X           -    -825,521.528 (meters)                     COMP
 CT1190  Y           -  -5,326,338.123 (meters)                     COMP
 CT1190  Z           -   3,399,511.938 (meters)                     COMP
 CT1190  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CT1190  ELLIP HEIGHT-         415.04  (meters)          (10/24/00) GPS OBS
 CT1190  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CT1190
 CT1190  HORZ ORDER  -  B
 CT1190  ELLP ORDER  -  FOURTH    CLASS II
 CT1190
 CT1190.This mark is at Eastland Muni (ETN) Airport (ETN)
 CT1190
 CT1190.The horizontal coordinates were established by GPS observations
 CT1190.and adjusted by the National Geodetic Survey in February 1996..
 CT1190
 CT1190.The orthometric height was determined by GPS observations and a
 CT1190.high-resolution geoid model.
 CT1190
 CT1190.GPS derived orthometric heights for airport stations designated as
 CT1190.PACS or SACS are published to 2 decimal places.  This maintains
 CT1190.centimeter relative accuracy between the PACS and SACS.  It does
 CT1190.not indicate centimeter accuracy relative to other marks which are
 CT1190.part of the NAVD 88 network.
 CT1190
 CT1190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CT1190
 CT1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1190
 CT1190.The ellipsoidal height was determined by GPS observations
 CT1190.and is referenced to NAD 83.
 CT1190
 CT1190.The geoid height was determined by GEOID03.
 CT1190
 CT1190;                    North         East     Units Scale Factor Converg.
 CT1190;SPC TXNC     - 2,082,931.828   570,832.734   MT  0.99993407   -0 10 08.8
 CT1190;SPC TXNC     - 6,833,752.17  1,872,807.06   sFT  0.99993407   -0 10 08.8
 CT1190;UTM  14      - 3,586,357.848   517,856.607   MT  0.99960393   +0 06 06.5
 CT1190
 CT1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1190!SPC TXNC     -   0.99993484  x   0.99993407  =   0.99986891
 CT1190!UTM  14      -   0.99993484  x   0.99960393  =   0.99953879
 CT1190
 CT1190:                Primary Azimuth Mark                     Grid Az
 CT1190:SPC TXNC     -  EASTPORT AZ MK                           004 15 44.6
 CT1190:UTM  14      -  EASTPORT AZ MK                           003 59 29.3
 CT1190
 CT1190|---------------------------------------------------------------------|
 CT1190| PID    Reference Object                     Distance      Geod. Az  |
 CT1190|                                                           dddmmss.s |
 CT1190| CT1191 EASTPORT AZ MK                      APPROX. 0.5 KM 0040535.8 |
 CT1190|---------------------------------------------------------------------|
 CT1190
 CT1190                          SUPERSEDED SURVEY CONTROL
 CT1190
 CT1190  ELLIP H (02/20/96)  415.09   (m)                       GP(       ) 1 1
 CT1190  NAD 83(1993)-  32 24 50.92002(N)    098 48 36.33325(W) AD(       ) 3
 CT1190  ELLIP H (02/16/96)  414.98   (m)                       GP(       ) 5 1
 CT1190  NAD 83(1986)-  32 24 50.92331(N)    098 48 36.32032(W) AD(       ) 3
 CT1190  NAD 27      -  32 24 50.45717(N)    098 48 35.10714(W) AD(       ) 3
 CT1190  NGVD 29 (12/08/88)  443.5    (m)         1455.     (f) GPS OBS        
 CT1190
 CT1190.Superseded values are not recommended for survey control.
 CT1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1190.See file dsdata.txt to determine how the superseded data were derived.
 CT1190
 CT1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA1785786358(NAD 83)
 CT1190_MARKER: I = METAL ROD
 CT1190_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CT1190_SP_SET: OBJECT DRIVEN INTO GROUND
 CT1190_STAMPING: EASTPORT 1988
 CT1190_MARK LOGO: NGS   
 CT1190_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CT1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT1190+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1995
 CT1190
 CT1190  HISTORY     - Date     Condition        Report By
 CT1190  HISTORY     - 1988     MONUMENTED       NGS
 CT1190  HISTORY     - 19950307 GOOD             NGS
 CT1190  HISTORY     - 19990112 GOOD             TXDOT
 CT1190  HISTORY     - 20020316 GOOD             USPSQD
 CT1190
 CT1190                          STATION DESCRIPTION
 CT1190
 CT1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CT1190'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 CT1190'NORTH-NORTHEAST OF EASTLAND, 0.5 KM (0.3 MI) EAST OF STATE HIGHWAY
 CT1190'69 AND AT THE EASTLAND MUNICIPAL AIRPORT.  IT IS IN THE SYMMETRICAL
 CT1190'CIRCLE AT THE JUNCTION OF THE RAMP AND RUNWAY.
 CT1190'OWNERSHIP--CITY OF EASTLAND, PO BOX 749, EASTLAND TX 76448.
 CT1190'AIRPORT MANAGER IS JOE BEATTY, PHONE 817-629-1588.
 CT1190'
 CT1190'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 80 AND STATE
 CT1190'HIGHWAYS 6 AND 69 IN EASTLAND, GO NORTH ON STATE HIGHWAY 69 FOR 1.5
 CT1190'KM (0.95 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST, THEN
 CT1190'SOUTH, FOR 0.5 KM (0.3 MI) TO ROAD END AT AIRPORT BUILDING ON THE
 CT1190'LEFT.  PASS BUILDING, THEN TURN LEFT AND GO EAST ON RAMP FOR 0.1 KM
 CT1190'(0.05 MI) TO THE STATION ON THE RIGHT.
 CT1190'
 CT1190'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CT1190'DRIVEN INTO THE GROUND 3.4 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 CT1190'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 CT1190'PIPE WITH A LOGO CAP STAMPED---EASTPORT 1988---, THE ROD IS
 CT1190'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 34.6 METERS (113.5
 CT1190'FT) WEST OF RUNWAY CENTER, 23.4 METERS (80.0 FT) SOUTH OF RAMP
 CT1190'CENTER, 8.7 METERS (28.4 FT) NORTH OF WINDSOCK POLE AND 2.7 METERS
 CT1190'(9.0 FT) WEST OF WIND INDICATOR (TETRAHEDRON).
 CT1190'
 CT1190'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 CT1190'ROD DRIVEN INTO THE GROUND 3.3 METERS AND INSIDE A 1-INCH PVC PIPE
 CT1190'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 CT1190'PVC PIPE WITH A LOGO CAP STAMPED---EASTPORT AZ MK 1988---, THE ROD
 CT1190'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 12.8 METERS
 CT1190'(42.0 FT) WEST OF RUNWAY CENTER, 12.0 METERS (39.5 FT) NORTH OF THE
 CT1190'CENTER ONE OF THREE THRESHOLD LIGHTS AND 0.7 METER (2.2 FT) SOUTH
 CT1190'OF A FIBERGLASS WITNESS POST.
 CT1190'
 CT1190'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CT1190'
 CT1190'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CT1190'
 CT1190'DESCRIBED BY D.A. BOWLING.
 CT1190
 CT1190                          STATION RECOVERY (1995)
 CT1190
 CT1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CT1190'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF MORTON VALLEY,
 CT1190'4.5 MI (7.2 KM) WEST OF OLDEN, 1.0 MI (1.6 KM) NORTH NORTHEAST OF
 CT1190'EASTLAND, AT THE EASTLAND MUNICIPAL AIRPORT AND NEAR THE JUCTION OF A
 CT1190'TAXIWAY RAMP AND RUNWAY.  OWNERSHIP--CITY OF EASTLAND, BOX 749,
 CT1190'EASTLAND TX 76448.  AIRPORT MANAGER, JOE BEATTY, PHONE (817) 629-1588.
 CT1190'TO REACH THE STATION FROM THE JUCTION OF INTERSTATE HIGHWAY 20 AND
 CT1190'STATE HIGHWAY 6 (EXIT 340) JUST SOUTH OF EASTLAND, GO NORTH ON STATE
 CT1190'HIGHWAY 6 FOR 2.2 MI (3.5 KM) TO THE JUCTION OF STATE HIGHWAY 112.
 CT1190'CONTINUE AHEAD AND GO NORTH ON STATE ROAD 112 FOR 0.95 MI (1.53 KM) TO
 CT1190'A PAVED ROAD ON THE RIGHT, TURN RIGHT AND GO EAST, THEN SOUTH FOR 0.3
 CT1190'MI (0.5 KM) TO THE ROAD END AT A AIRPORT OFFICE ON THE LEFT, PASS
 CT1190'BUILDING, TURN LEFT AND GO EAST ON THE TAXIWAY RAMP FOR O.05 MI TO THE
 CT1190'STATION ON THE RIGHT.  THE STATION IS 113.5 FT (34.6 M) WEST OF THE
 CT1190'RUNWAY CENTER, 80.0 FT (24.4 M) SOUTH OF THE TAXIWAY RAMP CENTER, 28.4
 CT1190'FT (8.7 M) NORTH OF A WINDSOCK POLE AND 9.0 FT (2.7 M) WEST OF A
 CT1190'TETRAHEDRON.  DRL.  NOTE--ACTUAL ROD DEPTH IS UNKNOWN.
 CT1190
 CT1190                          STATION RECOVERY (1999)
 CT1190
 CT1190'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 CT1190'STATION RECOVERED, OTHER MARKS NOT SEARCHED FOR.
 CT1190
 CT1190                          STATION RECOVERY (2002)
 CT1190
 CT1190'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1191 ***********************************************************************
 CT1191  SACS        -  This is a Secondary Airport Control Station.
 CT1191  DESIGNATION -  EASTPORT AZ MK
 CT1191  PID         -  CT1191
 CT1191  STATE/COUNTY-  TX/EASTLAND
 CT1191  USGS QUAD   -  EASTLAND (1987)
 CT1191
 CT1191                         *CURRENT SURVEY CONTROL
 CT1191  ___________________________________________________________________
 CT1191* NAD 83(1993)-  32 25 07.16302(N)    098 48 34.96600(W)     ADJUSTED  
 CT1191* NAVD 88     -       445.76   (meters)    1462.5    (feet)  GPS OBS   
 CT1191  ___________________________________________________________________
 CT1191  X           -    -825,445.343 (meters)                     COMP
 CT1191  Y           -  -5,326,080.369 (meters)                     COMP
 CT1191  Z           -   3,399,935.526 (meters)                     COMP
 CT1191  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CT1191  ELLIP HEIGHT-         417.24  (meters)          (06/19/01) GPS OBS
 CT1191  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CT1191
 CT1191  HORZ ORDER  -  FIRST
 CT1191  ELLP ORDER  -  FIFTH     CLASS I
 CT1191
 CT1191.This mark is at Eastland Muni (ETN) Airport (ETN)
 CT1191
 CT1191.The horizontal coordinates were established by GPS observations
 CT1191.and adjusted by the National Geodetic Survey in October 1996..
 CT1191
 CT1191.The orthometric height was determined by GPS observations and a
 CT1191.high-resolution geoid model.
 CT1191
 CT1191.GPS derived orthometric heights for airport stations designated as
 CT1191.PACS or SACS are published to 2 decimal places.  This maintains
 CT1191.centimeter relative accuracy between the PACS and SACS.  It does
 CT1191.not indicate centimeter accuracy relative to other marks which are
 CT1191.part of the NAVD 88 network.
 CT1191
 CT1191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CT1191
 CT1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1191
 CT1191.The ellipsoidal height was determined by GPS observations
 CT1191.and is referenced to NAD 83.
 CT1191
 CT1191.The geoid height was determined by GEOID03.
 CT1191
 CT1191;                    North         East     Units Scale Factor Converg.
 CT1191;SPC TXNC     - 2,083,432.034   570,870.015   MT  0.99993320   -0 10 08.1
 CT1191;SPC TXNC     - 6,835,393.26  1,872,929.37   sFT  0.99993320   -0 10 08.1
 CT1191;UTM  14      - 3,586,858.060   517,891.510   MT  0.99960395   +0 06 07.2
 CT1191
 CT1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1191!SPC TXNC     -   0.99993449  x   0.99993320  =   0.99986770
 CT1191!UTM  14      -   0.99993449  x   0.99960395  =   0.99953847
 CT1191
 CT1191:                Primary Azimuth Mark                     Grid Az
 CT1191:SPC TXNC     -  EASTPORT                                 184 15 44.6
 CT1191:UTM  14      -  EASTPORT                                 183 59 29.3
 CT1191
 CT1191|---------------------------------------------------------------------|
 CT1191| PID    Reference Object                     Distance      Geod. Az  |
 CT1191|                                                           dddmmss.s |
 CT1191| CT1190 EASTPORT                            APPROX. 0.5 KM 1840536.5 |
 CT1191|---------------------------------------------------------------------|
 CT1191
 CT1191                          SUPERSEDED SURVEY CONTROL
 CT1191
 CT1191  ELLIP H (10/10/96)  417.29   (m)                       GP(       ) 5 1
 CT1191  NAD 83(1993)-  32 25 07.16325(N)    098 48 34.96293(W) AD(       ) 3
 CT1191  ELLIP H (02/16/96)  417.19   (m)                       GP(       ) 5 1
 CT1191  NAD 83(1986)-  32 25 07.16655(N)    098 48 34.95001(W) AD(       ) 3
 CT1191  NAD 27      -  32 25 06.70081(N)    098 48 33.73679(W) AD(       ) 3
 CT1191  NGVD 29 (12/08/88)  445.7    (m)         1462.     (f) GPS OBS        
 CT1191
 CT1191.Superseded values are not recommended for survey control.
 CT1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1191.See file dsdata.txt to determine how the superseded data were derived.
 CT1191
 CT1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA1789286858(NAD 83)
 CT1191_MARKER: I = METAL ROD
 CT1191_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CT1191_SP_SET: OBJECT DRIVEN INTO GROUND
 CT1191_STAMPING: EASTPORT AZ MK 1988
 CT1191_MARK LOGO: NGS   
 CT1191_PROJECTION: FLUSH
 CT1191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CT1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT1191+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1995
 CT1191_ROD/PIPE-DEPTH: 5.0  meters
 CT1191_SLEEVE-DEPTH  : 0.9 meters
 CT1191
 CT1191  HISTORY     - Date     Condition        Report By
 CT1191  HISTORY     - 1988     MONUMENTED       NGS
 CT1191  HISTORY     - 19950307 GOOD             NGS
 CT1191  HISTORY     - 20020316 GOOD             USPSQD
 CT1191
 CT1191                          STATION DESCRIPTION
 CT1191
 CT1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CT1191'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 CT1191'NORTH-NORTHEAST OF EASTLAND, 0.5 KM (0.3 MI) EAST OF STATE HIGHWAY
 CT1191'69 AND AT THE EASTLAND MUNICIPAL AIRPORT.
 CT1191'OWNERSHIP--CITY OF EASTLAND, PO BOX 749, EASTLAND TX 76448.
 CT1191'AIRPORT MANAGER IS JOE BEATTY, PHONE 817-629-1588.
 CT1191'
 CT1191'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 80 AND STATE
 CT1191'HIGHWAYS 6 AND 69 IN EASTLAND, GO NORTH ON STATE HIGHWAY 69 FOR 1.5
 CT1191'KM (0.95 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST AND
 CT1191'THEN SOUTH FOR 0.5 KM (0.3 MI) TO ROAD END AT AIRPORT BUILDING ON
 CT1191'THE LEFT.  PASS BUILDING, THEN TURN LEFT AND GO EAST ON RAMP FOR
 CT1191'0.2 KM (0.1 MI) TO RUNWAY.  TURN LEFT AND GO NORTH ON THE RUNWAY
 CT1191'FOR 0.5 KM (0.3 MI) TO WIDER PAVEMENT AT TURN AROUND AND MARK ON
 CT1191'THE LEFT.
 CT1191'
 CT1191'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 CT1191'DRIVEN INTO THE GROUND 3.3 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 CT1191'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 CT1191'PIPE WITH A LOGO CAP STAMPED---EASTPORT AZ MK 1988---, THE ROD IS
 CT1191'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 12.8 METERS (42.0
 CT1191'FT) WEST OF RUNWAY CENTER, 12.0 METERS (39.5 FT) NORTH OF CENTER
 CT1191'ONE OF THREE THRESHOLD LIGHTS AND 0.7 METER (2.2 FT) SOUTH OF A
 CT1191'FIBERGLASS WITNESS POST.
 CT1191'
 CT1191'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CT1191'
 CT1191'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CT1191'
 CT1191'DESCRIBED BY D.A. BOWLING.
 CT1191
 CT1191                          STATION RECOVERY (1995)
 CT1191
 CT1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CT1191'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF MORTON VALLEY,
 CT1191'4.5 MI (7.2 KM) WEST OF OLDEN, 1.0 MI (1.6 KM) NORTH NORTHEAST OF
 CT1191'EASTLAND, AT THE EASTLAND MUNICIPAL AIRPORT AND NEAR THE APPROACH END
 CT1191'OF RUNWAY 17.  OWNERSHIP--CITY OF EASTLAND, BOX 749, EASTLAND TX
 CT1191'76448.  AIRPORT MANAGER, JOE BEATTY, PHONE (817) 629-1588.  TO REACH
 CT1191'THE STATION FROM THE JUCTION OF INTERSTATE HIGHWAY 20 AND STATE
 CT1191'HIGHWAY 6 (EXIT 340) JUST SOUTH OF EASTLAND, GO NORTH ON STATE HIGHWAY
 CT1191'6 FOR 2.2 MI (3.5 KM) TO THE JUCTION OF STATE HIGHWAY 112. CONTINUE
 CT1191'AHEAD AND GO NORTH ON STATE ROAD 112 FOR 0.95 MI (1.53 KM) TO A PAVED
 CT1191'ROAD ON THE RIGHT, TURN RIGHT AND GO EAST, THEN SOUTH FOR 0.3 MI (0.5
 CT1191'KM) TO THE ROAD END AT A AIRPORT OFFICE ON THE LEFT, PASS BUILDING,
 CT1191'TURN LEFT AND GO EAST ON THE TAXIWAY RAMP FOR O.1 MI TO THE RUNWAY,
 CT1191'TURN LEFT AND GO NORTH ON THE RUNWAY FOR 0.3 MI (0.5 KM) TO THE
 CT1191'STATION ON THE LEFT.  THE STATION IS 42.0 FT (12.8 M) WEST OF THE
 CT1191'RUNWAY CENTER, 39.5 FT (12.0 M) NORTH OF THE CENTER ONE OF THREE
 CT1191'THRESHOLD LIGHTS AND 2.2 FT (0.7 M) SOUTH OF A FIBERGLASS WITNESS
 CT1191'POST.  DRL.
 CT1191
 CT1191                          STATION RECOVERY (2002)
 CT1191
 CT1191'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4070 ***********************************************************************
 DF4070  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4070  DESIGNATION -  EASY AUSTIN COOP CORS ARP
 DF4070  CORS_ID     -  EZAU
 DF4070  PID         -  DF4070
 DF4070  STATE/COUNTY-  TX/TRAVIS
 DF4070  USGS QUAD   -  MONTOPOLIS (1988)
 DF4070
 DF4070                         *CURRENT SURVEY CONTROL
 DF4070  ___________________________________________________________________
 DF4070* NAD 83(CORS)-  30 12 35.48388(N)    097 44 12.27942(W)     ADJUSTED  
 DF4070* NAVD 88     -                                                        
 DF4070  ___________________________________________________________________
 DF4070  EPOCH DATE  -        2002.00
 DF4070  X           -    -742,672.687 (meters)                     COMP
 DF4070  Y           -  -5,466,520.454 (meters)                     COMP
 DF4070  Z           -   3,190,587.037 (meters)                     COMP
 DF4070  ELLIP HEIGHT-         174.64  (meters)          (02/??/03) GPS OBS
 DF4070  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DF4070
 DF4070  HORZ ORDER  -  SPECIAL (CORS)
 DF4070  ELLP ORDER  -  SPECIAL (CORS)
 DF4070
 DF4070.ITRF positions are available for this station.
 DF4070.The coordinates were established by GPS observations
 DF4070.and adjusted by the National Geodetic Survey in February 2003..
 DF4070.The coordinates are valid at the epoch date displayed above.
 DF4070.The epoch date for horizontal control is a decimal equivalence
 DF4070.of Year/Month/Day.
 DF4070
 DF4070
 DF4070.The PID for the CORS L1 Phase Center is DG4816.
 DF4070
 DF4070.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4070
 DF4070.The ellipsoidal height was determined by GPS observations
 DF4070.and is referenced to NAD 83.
 DF4070
 DF4070.The geoid height was determined by GEOID03.
 DF4070
 DF4070;                    North         East     Units Scale Factor Converg.
 DF4070;SPC TX C     - 3,063,134.369   949,977.814   MT  0.99997643   +1 20 14.6
 DF4070;SPC TX C     -10,049,633.34  3,116,718.88   sFT  0.99997643   +1 20 14.6
 DF4070
 DF4070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4070!SPC TX C     -   0.99997257  x   0.99997643  =   0.99994900
 DF4070
 DF4070                          SUPERSEDED SURVEY CONTROL
 DF4070
 DF4070.No superseded survey control is available for this station.
 DF4070
 DF4070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2158642714(NAD 83)
 DF4070_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4070
 DF4070                          STATION DESCRIPTION
 DF4070
 DF4070'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4070'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF4070'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF4070'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF4070'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF4070'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4816 ***********************************************************************
 DG4816  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4816  DESIGNATION -  EASY AUSTIN COOP CORS L1 PHASE CENTER
 DG4816  CORS_ID     -  EZAU
 DG4816  PID         -  DG4816
 DG4816  STATE/COUNTY-  TX/TRAVIS
 DG4816  USGS QUAD   -  MONTOPOLIS (1988)
 DG4816
 DG4816                         *CURRENT SURVEY CONTROL
 DG4816  ___________________________________________________________________
 DG4816* NAD 83(CORS)-  30 12 35.48396(N)    097 44 12.27937(W)     ADJUSTED  
 DG4816* NAVD 88     -                                                        
 DG4816  ___________________________________________________________________
 DG4816  EPOCH DATE  -        2002.00
 DG4816  X           -    -742,672.698 (meters)                     COMP
 DG4816  Y           -  -5,466,520.547 (meters)                     COMP
 DG4816  Z           -   3,190,587.094 (meters)                     COMP
 DG4816  ELLIP HEIGHT-         174.75  (meters)          (02/??/03) GPS OBS
 DG4816  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DG4816
 DG4816  HORZ ORDER  -  SPECIAL (CORS)
 DG4816  ELLP ORDER  -  SPECIAL (CORS)
 DG4816
 DG4816.ITRF positions are available for this station.
 DG4816.The coordinates were established by GPS observations
 DG4816.and adjusted by the National Geodetic Survey in February 2003..
 DG4816.The coordinates are valid at the epoch date displayed above.
 DG4816.The epoch date for horizontal control is a decimal equivalence
 DG4816.of Year/Month/Day.
 DG4816
 DG4816
 DG4816.The PID for the CORS ARP is DF4070.
 DG4816
 DG4816.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4816
 DG4816.The ellipsoidal height was determined by GPS observations
 DG4816.and is referenced to NAD 83.
 DG4816
 DG4816.The geoid height was determined by GEOID03.
 DG4816
 DG4816;                    North         East     Units Scale Factor Converg.
 DG4816;SPC TX C     - 3,063,134.371   949,977.815   MT  0.99997643   +1 20 14.6
 DG4816;SPC TX C     -10,049,633.35  3,116,718.88   sFT  0.99997643   +1 20 14.6
 DG4816
 DG4816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4816!SPC TX C     -   0.99997256  x   0.99997643  =   0.99994899
 DG4816
 DG4816                          SUPERSEDED SURVEY CONTROL
 DG4816
 DG4816.No superseded survey control is available for this station.
 DG4816
 DG4816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2158642714(NAD 83)
 DG4816_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4816
 DG4816                          STATION DESCRIPTION
 DG4816
 DG4816'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4816'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4816'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4816'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4816'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4816'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9223 ***********************************************************************
 AF9223  DESIGNATION -  EASY ET
 AF9223  PID         -  AF9223
 AF9223  STATE/COUNTY-  TX/STONEWALL
 AF9223  USGS QUAD   -  KIOWA PEAK SW (1981)
 AF9223
 AF9223                         *CURRENT SURVEY CONTROL
 AF9223  ___________________________________________________________________
 AF9223* NAD 83(1993)-  33 21 11.58187(N)    100 13 56.47415(W)     ADJUSTED  
 AF9223* NAVD 88     -       528.3    (meters)    1733.     (feet)  VERTCON   
 AF9223  ___________________________________________________________________
 AF9223  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 AF9223  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AF9223
 AF9223  HORZ ORDER  -  THIRD
 AF9223
 AF9223.The horizontal coordinates were established by classical geodetic methods
 AF9223.and adjusted by the National Geodetic Survey in July 1998..
 AF9223
 AF9223.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9223
 AF9223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9223
 AF9223.The geoid height was determined by GEOID03.
 AF9223
 AF9223;                    North         East     Units Scale Factor Converg.
 AF9223;SPC TXNC     - 2,188,351.840   438,779.733   MT  0.99988643   -0 56 41.3
 AF9223;SPC TXNC     - 7,179,617.66  1,439,563.17   sFT  0.99988643   -0 56 41.3
 AF9223;UTM  14      - 3,691,123.785   385,336.004   MT  0.99976210   -0 40 39.4
 AF9223
 AF9223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9223!SPC TXNC     -   0.99992142  x   0.99988643  =   0.99980786
 AF9223!UTM  14      -   0.99992142  x   0.99976210  =   0.99968354
 AF9223
 AF9223                          SUPERSEDED SURVEY CONTROL
 AF9223
 AF9223  NGVD 29 (07/17/98)  528.1    (m)         1733.     (f) VERT ANG       
 AF9223
 AF9223.Superseded values are not recommended for survey control.
 AF9223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9223.See file dsdata.txt to determine how the superseded data were derived.
 AF9223
 AF9223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB8533691124(NAD 83)
 AF9223_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF9223
 AF9223  HISTORY     - Date     Condition        Report By
 AF9223  HISTORY     - 1958     MONUMENTED       USGS
 AF9223
 AF9223                          STATION DESCRIPTION
 AF9223
 AF9223'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9223'STATION IS 16 MI. N. OF ASPERMONT, 11 MI. N-NE. OF SWENSON, NEAR AN
 AF9223'OIL FIELD ACCESS RD. TO THE E. FROM A CURVE IN U.S. HIGHWAY 83.
 AF9223'STATION WAS REACHED FROM ASPERMONT BY DRIVING N. ON U.S. HIGHWAY 83
 AF9223'16.0 MI. TO THE INTERSECTION OF A GRADED RD. E. TO AN OIL FIELD.  MARK
 AF9223'IS 57.8 FT. E. OF THE CENTERLINE OF THE HIGHWAY, 47 FT. N. OF THE
 AF9223'CENTERLINE OF THE GRADED RD. E., AND 71.5 FT. NE. FROM THE CENTERLINE
 AF9223'OF THE INTERSECTION OF THE TWO RDS.
 AF9223'STATION MARK--A COPPERWELD ROD DRIVEN FLUSH WITH THE GROUND AND
 AF9223'COVERED BY A SMALL PILE OF ROCK, STAMPED---EASY - ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5157 ***********************************************************************
 DG5157  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5157  DESIGNATION -  EASY SAN ANT COOP CORS ARP
 DG5157  CORS_ID     -  EZSA
 DG5157  PID         -  DG5157
 DG5157  STATE/COUNTY-  TX/BEXAR
 DG5157  USGS QUAD   -  SAN ANTONIO WEST (1993)
 DG5157
 DG5157                         *CURRENT SURVEY CONTROL
 DG5157  ___________________________________________________________________
 DG5157* NAD 83(CORS)-  29 26 07.43424(N)    098 31 02.60383(W)     ADJUSTED  
 DG5157* NAVD 88     -                                                        
 DG5157  ___________________________________________________________________
 DG5157  EPOCH DATE  -        2002.00
 DG5157  X           -    -823,406.451 (meters)                     COMP
 DG5157  Y           -  -5,498,125.450 (meters)                     COMP
 DG5157  Z           -   3,116,110.297 (meters)                     COMP
 DG5157  ELLIP HEIGHT-         182.89  (meters)          (10/??/03) GPS OBS
 DG5157  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 DG5157
 DG5157  HORZ ORDER  -  SPECIAL (CORS)
 DG5157  ELLP ORDER  -  SPECIAL (CORS)
 DG5157
 DG5157.ITRF positions are available for this station.
 DG5157.The coordinates were established by GPS observations
 DG5157.and adjusted by the National Geodetic Survey in October 2003..
 DG5157.The coordinates are valid at the epoch date displayed above.
 DG5157.The epoch date for horizontal control is a decimal equivalence
 DG5157.of Year/Month/Day.
 DG5157
 DG5157
 DG5157.The PID for the CORS L1 Phase Center is DG5350.
 DG5157
 DG5157.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5157
 DG5157.The ellipsoidal height was determined by GPS observations
 DG5157.and is referenced to NAD 83.
 DG5157
 DG5157.The geoid height was determined by GEOID03.
 DG5157
 DG5157;                    North         East     Units Scale Factor Converg.
 DG5157;SPC TXSC     - 4,177,647.752   646,820.110   MT  0.99986478   +0 14 11.2
 DG5157;SPC TXSC     -13,706,166.00  2,122,108.98   sFT  0.99986478   +0 14 11.2
 DG5157
 DG5157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5157!SPC TXSC     -   0.99997128  x   0.99986478  =   0.99983606
 DG5157
 DG5157                          SUPERSEDED SURVEY CONTROL
 DG5157
 DG5157.No superseded survey control is available for this station.
 DG5157
 DG5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4680856322(NAD 83)
 DG5157_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5157
 DG5157                          STATION DESCRIPTION
 DG5157
 DG5157'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DG5157'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5157'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5157'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5157'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5157'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5350 ***********************************************************************
 DG5350  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5350  DESIGNATION -  EASY SAN ANT COOP CORS L1 PHASE CENTER
 DG5350  CORS_ID     -  EZSA
 DG5350  PID         -  DG5350
 DG5350  STATE/COUNTY-  TX/BEXAR
 DG5350  USGS QUAD   -  SAN ANTONIO WEST (1993)
 DG5350
 DG5350                         *CURRENT SURVEY CONTROL
 DG5350  ___________________________________________________________________
 DG5350* NAD 83(CORS)-  29 26 07.43432(N)    098 31 02.60378(W)     ADJUSTED  
 DG5350* NAVD 88     -                                                        
 DG5350  ___________________________________________________________________
 DG5350  EPOCH DATE  -        2002.00
 DG5350  X           -    -823,406.462 (meters)                     COMP
 DG5350  Y           -  -5,498,125.535 (meters)                     COMP
 DG5350  Z           -   3,116,110.348 (meters)                     COMP
 DG5350  ELLIP HEIGHT-         182.99  (meters)          (10/??/03) GPS OBS
 DG5350  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 DG5350
 DG5350  HORZ ORDER  -  SPECIAL (CORS)
 DG5350  ELLP ORDER  -  SPECIAL (CORS)
 DG5350
 DG5350.ITRF positions are available for this station.
 DG5350.The coordinates were established by GPS observations
 DG5350.and adjusted by the National Geodetic Survey in October 2003..
 DG5350.The coordinates are valid at the epoch date displayed above.
 DG5350.The epoch date for horizontal control is a decimal equivalence
 DG5350.of Year/Month/Day.
 DG5350
 DG5350
 DG5350.The PID for the CORS ARP is DG5157.
 DG5350
 DG5350.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5350
 DG5350.The ellipsoidal height was determined by GPS observations
 DG5350.and is referenced to NAD 83.
 DG5350
 DG5350.The geoid height was determined by GEOID03.
 DG5350
 DG5350;                    North         East     Units Scale Factor Converg.
 DG5350;SPC TXSC     - 4,177,647.754   646,820.111   MT  0.99986478   +0 14 11.2
 DG5350;SPC TXSC     -13,706,166.01  2,122,108.98   sFT  0.99986478   +0 14 11.2
 DG5350
 DG5350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5350!SPC TXSC     -   0.99997126  x   0.99986478  =   0.99983604
 DG5350
 DG5350                          SUPERSEDED SURVEY CONTROL
 DG5350
 DG5350.No superseded survey control is available for this station.
 DG5350
 DG5350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4680856322(NAD 83)
 DG5350_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5350
 DG5350                          STATION DESCRIPTION
 DG5350
 DG5350'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5350'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5350'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5350'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5350'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5350'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0958 ***********************************************************************
 BM0958  DESIGNATION -  EATON
 BM0958  PID         -  BM0958
 BM0958  STATE/COUNTY-  TX/ROBERTSON
 BM0958  USGS QUAD   -  EDGE (1988)
 BM0958
 BM0958                         *CURRENT SURVEY CONTROL
 BM0958  ___________________________________________________________________
 BM0958* NAD 83(1993)-  30 58 36.28762(N)    096 19 48.86635(W)     ADJUSTED  
 BM0958* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 BM0958  ___________________________________________________________________
 BM0958  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BM0958  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BM0958
 BM0958  HORZ ORDER  -  FIRST
 BM0958
 BM0958.The horizontal coordinates were established by classical geodetic methods
 BM0958.and adjusted by the National Geodetic Survey in February 1996..
 BM0958
 BM0958.The orthometric height was scaled from a topographic map.
 BM0958
 BM0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0958
 BM0958.The geoid height was determined by GEOID03.
 BM0958
 BM0958;                    North         East     Units Scale Factor Converg.
 BM0958;SPC TX C     - 3,152,107.811 1,082,277.448   MT  0.99988184   +2 03 42.6
 BM0958;SPC TX C     -10,341,540.38  3,550,771.93   sFT  0.99988184   +2 03 42.6
 BM0958;UTM  14      - 3,430,083.753   754,976.937   MT  1.00040203   +1 22 29.4
 BM0958
 BM0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0958!SPC TX C     -   0.99998087  x   0.99988184  =   0.99986271
 BM0958!UTM  14      -   0.99998087  x   1.00040203  =   1.00038289
 BM0958
 BM0958|---------------------------------------------------------------------|
 BM0958| PID    Reference Object                     Distance      Geod. Az  |
 BM0958|                                                           dddmmss.s |
 BM0958| CV7553 EATON RM 1                           40.069 METERS 05145     |
 BM0958| CV7552 EATON AZ MK                                        1500235.2 |
 BM0958| CV7554 EATON RM 2                           29.239 METERS 15910     |
 BM0958|---------------------------------------------------------------------|
 BM0958
 BM0958                          SUPERSEDED SURVEY CONTROL
 BM0958
 BM0958  NAD 83(1986)-  30 58 36.30108(N)    096 19 48.84692(W) AD(       ) 1
 BM0958  NAD 27      -  30 58 35.62700(N)    096 19 47.98100(W) AD(       ) 1
 BM0958
 BM0958.Superseded values are not recommended for survey control.
 BM0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0958.See file dsdata.txt to determine how the superseded data were derived.
 BM0958
 BM0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV5497730084(NAD 83)
 BM0958_MARKER: DS = TRIANGULATION STATION DISK
 BM0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0958
 BM0958  HISTORY     - Date     Condition        Report By
 BM0958  HISTORY     - 1943     MONUMENTED       CGS
 BM0958  HISTORY     - 1961     GOOD             USGS
 BM0958  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0958
 BM0958                          STATION DESCRIPTION
 BM0958
 BM0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0958'STATION IS LOCATED ABOUT 6.5 MILES NE OF WHEELOCK AND 5.5
 BM0958'MILES W OF THE NAVASOTA RIVER ON A LOW SANDY HILL ON PROPERTY
 BM0958'OWNED BY MR. JACK COURTNEY.  IT IS 19 FEET ENE OF A
 BM0958'TRIANGULAR-BLAZED FENCE POST AND 18 FEET E OF A WIRE FENCE.  IT IS
 BM0958'STAMPED EATON 1943 AND PROJECTS 2 INCHES.
 BM0958'
 BM0958'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0958'DISKS SET IN CONCRETE.
 BM0958'
 BM0958'REFERENCE MARK NO. 1 IS NE OF THE STATION AND 33 FEET NW OF
 BM0958'A THREE-FORKED 6-INCH OAK TREE.  IT IS STAMPED EATON NO.
 BM0958'1 1943 AND PROJECTS 3 INCHES.
 BM0958'
 BM0958'REFERENCE MARK NO. 2 IS SE OF THE STATION, 32 FEET SW OF
 BM0958'A TWO-FORKED 6-INCH OAK TREE AND 0.5 FOOT E OF THE WIRE
 BM0958'FENCE.  IT IS STAMPED EATON NO. 2 1943 AND PROJECTS 4 INCHES.
 BM0958'
 BM0958'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SE OF THE STATION,
 BM0958'96 FEET N OF A DIRT ROAD, 12 FEET W OF A FIELD ROAD AND 1
 BM0958'FOOT E OF A WIRE FENCE.  IT IS STAMPED EATON 1943 AND PROJECTS
 BM0958'3 INCHES.
 BM0958'
 BM0958'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 BM0958'AND STATE HIGHWAY 6 AND OSR, WHICH IS ABOUT 8.5 MILES NW
 BM0958'OF BRYAN, GO NE ON STATE HIGHWAY OSR FOR 10.5 MILES TO A
 BM0958'SIDE ROAD ON THE LEFT AND A SIGN WHEELOCK.  CONTINUE AHEAD
 BM0958'ON OSR FOR 8.5 MILES TO A SMALL STORE ON THE RIGHT, THEN
 BM0958'CONTINUE AHEAD FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT
 BM0958'JUST BEFORE REACHING A SMALL BRIDGE.  THEN LEFT, NW, ON
 BM0958'A DIRT AND SAND ROAD FOR 4.4 MILES TO A CROSS ROAD AT 2
 BM0958'MAIL BOXES ON THE RIGHT.  THEN RIGHT, CROSSING A SMALL WOOD
 BM0958'CULVERT, FOR 0.1 MILE TO A WIRE GATE ON THE LEFT.  THEN
 BM0958'LEFT, THROUGH GATE, ON A FIELD ROAD FOR 96 FEET TO THE
 BM0958'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.3 MILE
 BM0958'TO THE TOP OF THE HILL AND THE STATION.
 BM0958'
 BM0958'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BM0958
 BM0958                          STATION RECOVERY (1961)
 BM0958
 BM0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BM0958'STATION HAS BEEN RECOVERED - OK.  DESCRIPTION REVISED AS
 BM0958'FOLLOWS--FRANKLIN, 10.5 MI. SE OF, ALONG FARM ROAD 2446,
 BM0958'TO X-RD. AT SHILOH BAPTIST CHURCH.  THENCE 0.5 MILES NE
 BM0958'ALONG SAND AND GRAVEL RD., TO RIGHT ANGLE BEND IN RD.  THENCE
 BM0958'490 FT. NE ALONG A FIELD RD.  THENCE 1430 FT. NW. ALONG WIRE
 BM0958'FENCE TO TOP OF HILL AND STA.  11 FT. NE OF WIRE FENCE.
 BM0958'IN CONCRETE POST PROJECTING 2 IN.  STAMPED EATON 1943.  R.M.
 BM0958'1 DESCRIBED OK EXCEPT BURIED 1 IN.  R.M. 2 IS SE OF THE STA.,
 BM0958'38 FT SW OF A TWO-FORKED 14 IN OAK TREE.  5-1/2 FT. SW OF
 BM0958'THE WIRE FENCE.  PROJECTS 4 IN.  STAMPED EATON NO. 2 1943.
 BM0958'
 BM0958'DESCRIPTION OF EATON AZ. MARK REVISED AS FOLLOWS--AZ. MARK
 BM0958'IS 1315 FT. SE OF THE STATION, 115 FT. NW OF A FIELD RD.,
 BM0958'AND 5 FT. SW OF THE WIRE FENCE.  PROJECTS 3 IN.  STAMPED
 BM0958'EATON 1943.
 BM0958
 BM0958                          STATION RECOVERY (1994)
 BM0958
 BM0958'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0067 ***********************************************************************
 CT0067  DESIGNATION -  EB 3
 CT0067  PID         -  CT0067
 CT0067  STATE/COUNTY-  TX/PALO PINTO
 CT0067  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0067
 CT0067                         *CURRENT SURVEY CONTROL
 CT0067  ___________________________________________________________________
 CT0067* NAD 83(1986)-  32 48 38.     (N)    098 06 41.     (W)     SCALED    
 CT0067* NAVD 88     -       277.774  (meters)     911.33   (feet)  ADJUSTED  
 CT0067  ___________________________________________________________________
 CT0067  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CT0067  DYNAMIC HT  -         277.434 (meters)     910.21  (feet)  COMP
 CT0067  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 CT0067
 CT0067  VERT ORDER  -  SECOND    CLASS 0
 CT0067
 CT0067.The horizontal coordinates were scaled from a topographic map and have
 CT0067.an estimated accuracy of +/- 6 seconds.
 CT0067
 CT0067.The orthometric height was determined by differential leveling
 CT0067.and adjusted by the National Geodetic Survey in June 1991..
 CT0067.WARNING-Repeat measurements at this control monument indicate possible
 CT0067.vertical movement.
 CT0067
 CT0067.The geoid height was determined by GEOID03.
 CT0067
 CT0067.The dynamic height is computed by dividing the NAVD 88
 CT0067.geopotential number by the normal gravity value computed on the
 CT0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0067.degrees latitude (g = 980.6199 gals.).
 CT0067
 CT0067.The modeled gravity was interpolated from observed gravity values.
 CT0067
 CT0067;                    North         East    Units  Estimated Accuracy
 CT0067;SPC TXNC     - 2,126,910.      636,390.      MT  (+/- 180 meters Scaled)
 CT0067
 CT0067                          SUPERSEDED SURVEY CONTROL
 CT0067
 CT0067  NGVD 29 (??/??/92)  277.672  (m)          911.00   (f) ADJ UNCH    2 0
 CT0067
 CT0067.Superseded values are not recommended for survey control.
 CT0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0067.See file dsdata.txt to determine how the superseded data were derived.
 CT0067
 CT0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB831306(NAD 83)
 CT0067_MARKER: DD = SURVEY DISK
 CT0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0067_SP_SET: WALL
 CT0067_STAMPING: EB 3 1923 911.022
 CT0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0067
 CT0067  HISTORY     - Date     Condition        Report By
 CT0067  HISTORY     - 1923     MONUMENTED       USGS
 CT0067  HISTORY     - 1961     GOOD             NGS
 CT0067  HISTORY     - 19980627 GOOD             USPSQD
 CT0067
 CT0067                          STATION DESCRIPTION
 CT0067
 CT0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0067'IN MINERAL WELLS.
 CT0067'AT MINERAL WELLS, 0.1 MILE NORTH ALONG NORTHEAST FIRST AVENUE FROM THE
 CT0067'BAKER HOTEL, AT THE INTERSECTION OF THE AVENUE AND SECOND STREET, 9
 CT0067'FEET WEST OF THE MOST WESTERLY OF THREE ENTRANCE DOORS ON THE SOUTH
 CT0067'SIDE OF THE OLD ABANDONED POST OFFICE, SET IN THE TOP OF THE CONCRETE
 CT0067'WALL AT THE WEST END OF THE STEPS, 4 FEET SOUTH OF THE MAIN WALL OF
 CT0067'THE BUILDING, ABOUT LEVEL WITH THE TOP STEP AT THE SOUTH SIDE OF THE
 CT0067'BUILDING, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE AVENUE.
 CT0067
 CT0067                          STATION RECOVERY (1998)
 CT0067
 CT0067'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0623 ***********************************************************************
 AB0623  DESIGNATION -  EB 6
 AB0623  PID         -  AB0623
 AB0623  STATE/COUNTY-  TX/CAMERON
 AB0623  USGS QUAD   -  RIO HONDO (1980)
 AB0623
 AB0623                         *CURRENT SURVEY CONTROL
 AB0623  ___________________________________________________________________
 AB0623* NAD 83(1986)-  26 13 42.     (N)    097 32 43.     (W)     SCALED    
 AB0623* NAVD 88     -         7.948  (meters)      26.08   (feet)  ADJUSTED  
 AB0623  ___________________________________________________________________
 AB0623  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AB0623  DYNAMIC HT  -           7.935 (meters)      26.03  (feet)  COMP
 AB0623  MODELED GRAV-     979,048.3   (mgal)                       NAVD 88
 AB0623
 AB0623  VERT ORDER  -  SECOND    CLASS 0
 AB0623
 AB0623.The horizontal coordinates were scaled from a topographic map and have
 AB0623.an estimated accuracy of +/- 6 seconds.
 AB0623
 AB0623.The orthometric height was determined by differential leveling
 AB0623.and adjusted by the National Geodetic Survey in June 1991..
 AB0623
 AB0623.The geoid height was determined by GEOID03.
 AB0623
 AB0623.The dynamic height is computed by dividing the NAVD 88
 AB0623.geopotential number by the normal gravity value computed on the
 AB0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0623.degrees latitude (g = 980.6199 gals.).
 AB0623
 AB0623.The modeled gravity was interpolated from observed gravity values.
 AB0623
 AB0623;                    North         East    Units  Estimated Accuracy
 AB0623;SPC TX S     - 5,062,590.      395,400.      MT  (+/- 180 meters Scaled)
 AB0623
 AB0623                          SUPERSEDED SURVEY CONTROL
 AB0623
 AB0623  NGVD 29 (??/??/92)    8.048  (m)           26.40   (f) ADJ UNCH    2 0
 AB0623
 AB0623.Superseded values are not recommended for survey control.
 AB0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0623.See file dsdata.txt to determine how the superseded data were derived.
 AB0623
 AB0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ453017(NAD 83)
 AB0623_MARKER: DD = SURVEY DISK
 AB0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0623_SP_SET: CULVERT
 AB0623_STAMPING: E B 6 26.10
 AB0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0623
 AB0623  HISTORY     - Date     Condition        Report By
 AB0623  HISTORY     - UNK      MONUMENTED
 AB0623  HISTORY     - 1942     GOOD             NGS
 AB0623  HISTORY     - 1988     GOOD             USPSQD
 AB0623
 AB0623                          STATION DESCRIPTION
 AB0623
 AB0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0623'2.3 MI E FROM RIO HONDO.
 AB0623'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0623'HONDO, CAMERON COUNTY, 1.4 MILES EAST ALONG A PAVED ROAD.  16 FEET
 AB0623'NORTH OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD, AT A SMALL
 AB0623'CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH HEADWALL.
 AB0623'A CAMERON COUNTY STANDARD DISK, STAMPED E B 6 26.10.
 AB0623
 AB0623                          STATION RECOVERY (1988)
 AB0623
 AB0623'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0284 ***********************************************************************
 CT0284  DESIGNATION -  EB 6
 CT0284  PID         -  CT0284
 CT0284  STATE/COUNTY-  TX/STEPHENS
 CT0284  USGS QUAD   -  CADDO NE (1967)
 CT0284
 CT0284                         *CURRENT SURVEY CONTROL
 CT0284  ___________________________________________________________________
 CT0284* NAD 83(1986)-  32 43 02.     (N)    098 37 02.     (W)     SCALED    
 CT0284* NAVD 88     -       420.143  (meters)    1378.42   (feet)  ADJUSTED  
 CT0284  ___________________________________________________________________
 CT0284  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CT0284  DYNAMIC HT  -         419.615 (meters)    1376.69  (feet)  COMP
 CT0284  MODELED GRAV-     979,368.9   (mgal)                       NAVD 88
 CT0284
 CT0284  VERT ORDER  -  SECOND    CLASS 0
 CT0284
 CT0284.The horizontal coordinates were scaled from a topographic map and have
 CT0284.an estimated accuracy of +/- 6 seconds.
 CT0284
 CT0284.The orthometric height was determined by differential leveling
 CT0284.and adjusted by the National Geodetic Survey in June 1991..
 CT0284
 CT0284.The geoid height was determined by GEOID03.
 CT0284
 CT0284.The dynamic height is computed by dividing the NAVD 88
 CT0284.geopotential number by the normal gravity value computed on the
 CT0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0284.degrees latitude (g = 980.6199 gals.).
 CT0284
 CT0284.The modeled gravity was interpolated from observed gravity values.
 CT0284
 CT0284;                    North         East    Units  Estimated Accuracy
 CT0284;SPC TXNC     - 2,116,500.      589,010.      MT  (+/- 180 meters Scaled)
 CT0284
 CT0284                          SUPERSEDED SURVEY CONTROL
 CT0284
 CT0284  NGVD 29 (??/??/92)  420.033  (m)         1378.06   (f) ADJ UNCH    2 0
 CT0284
 CT0284.Superseded values are not recommended for survey control.
 CT0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0284.See file dsdata.txt to determine how the superseded data were derived.
 CT0284
 CT0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB358200(NAD 83)
 CT0284_MARKER: P = PIPE CAP
 CT0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0284_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0284_STAMPING: EB 6 1924
 CT0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0284
 CT0284  HISTORY     - Date     Condition        Report By
 CT0284  HISTORY     - 1924     MONUMENTED       USGS
 CT0284  HISTORY     - 1957     GOOD             NGS
 CT0284  HISTORY     - 1980     MARK NOT FOUND   NGS
 CT0284
 CT0284                          STATION DESCRIPTION
 CT0284
 CT0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0284'3 MI E FROM CADDO.
 CT0284'IT IS NORTH OF A ROCK HOUSE, 28 FEET SOUTHEAST OF THE CENTERLINE OF
 CT0284'THE HIGHWAY, AND 22 FEET WEST OF THE CENTERLINE OF THE EAST DRIVEWAY
 CT0284'LEADING TO THE ROCK HOUSE.  MARK PROJECTS ABOUT 1 INCH ABOVE THE
 CT0284'GROUND.
 CT0284
 CT0284                          STATION RECOVERY (1980)
 CT0284
 CT0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CT0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0286 ***********************************************************************
 CT0286  DESIGNATION -  EB 7
 CT0286  PID         -  CT0286
 CT0286  STATE/COUNTY-  TX/STEPHENS
 CT0286  USGS QUAD   -  CADDO (1982)
 CT0286
 CT0286                         *CURRENT SURVEY CONTROL
 CT0286  ___________________________________________________________________
 CT0286* NAD 83(1986)-  32 42 59.     (N)    098 39 58.     (W)     SCALED    
 CT0286* NAVD 88     -       379.461  (meters)    1244.95   (feet)  ADJUSTED  
 CT0286  ___________________________________________________________________
 CT0286  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CT0286  DYNAMIC HT  -         378.983 (meters)    1243.38  (feet)  COMP
 CT0286  MODELED GRAV-     979,368.7   (mgal)                       NAVD 88
 CT0286
 CT0286  VERT ORDER  -  SECOND    CLASS 0
 CT0286
 CT0286.The horizontal coordinates were scaled from a topographic map and have
 CT0286.an estimated accuracy of +/- 6 seconds.
 CT0286
 CT0286.The orthometric height was determined by differential leveling
 CT0286.and adjusted by the National Geodetic Survey in June 1991..
 CT0286
 CT0286.The geoid height was determined by GEOID03.
 CT0286
 CT0286.The dynamic height is computed by dividing the NAVD 88
 CT0286.geopotential number by the normal gravity value computed on the
 CT0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0286.degrees latitude (g = 980.6199 gals.).
 CT0286
 CT0286.The modeled gravity was interpolated from observed gravity values.
 CT0286
 CT0286;                    North         East    Units  Estimated Accuracy
 CT0286;SPC TXNC     - 2,116,420.      584,430.      MT  (+/- 180 meters Scaled)
 CT0286
 CT0286                          SUPERSEDED SURVEY CONTROL
 CT0286
 CT0286  NGVD 29 (??/??/92)  379.358  (m)         1244.61   (f) ADJ UNCH    2 0
 CT0286
 CT0286.Superseded values are not recommended for survey control.
 CT0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0286.See file dsdata.txt to determine how the superseded data were derived.
 CT0286
 CT0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB312198(NAD 83)
 CT0286_MARKER: DD = SURVEY DISK
 CT0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0286_STAMPING: EB 7 1924
 CT0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0286+STABILITY: SURFACE MOTION
 CT0286
 CT0286  HISTORY     - Date     Condition        Report By
 CT0286  HISTORY     - 1924     MONUMENTED       USGS
 CT0286  HISTORY     - 1957     GOOD             NGS
 CT0286  HISTORY     - 1980     MARK NOT FOUND   NGS
 CT0286
 CT0286                          STATION DESCRIPTION
 CT0286
 CT0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0286'IN CADDO.
 CT0286'AT CADDO, AT THE PUBLIC SCHOOL, IN THE NORTHWEST CORNER OF THE
 CT0286'SCHOOLYARD, 5 FEET SOUTH OF THE EAST-AND-WEST FENCE, AND 1 FOOT EAST
 CT0286'OF THE NORTH-AND-SOUTH FENCE.
 CT0286
 CT0286                          STATION RECOVERY (1980)
 CT0286
 CT0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CT0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1283 ***********************************************************************
 CR1283  DESIGNATION -  EBY
 CR1283  PID         -  CR1283
 CR1283  STATE/COUNTY-  TX/SMITH
 CR1283  USGS QUAD   -  TYLER NORTH (1973)
 CR1283
 CR1283                         *CURRENT SURVEY CONTROL
 CR1283  ___________________________________________________________________
 CR1283* NAD 83(1993)-  32 25 45.89203(N)    095 22 13.54276(W)     ADJUSTED  
 CR1283* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 CR1283  ___________________________________________________________________
 CR1283  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CR1283  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CR1283
 CR1283  HORZ ORDER  -  FIRST
 CR1283
 CR1283.The horizontal coordinates were established by classical geodetic methods
 CR1283.and adjusted by the National Geodetic Survey in February 1996..
 CR1283
 CR1283.The orthometric height was scaled from a topographic map.
 CR1283
 CR1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1283
 CR1283.The geoid height was determined by GEOID03.
 CR1283
 CR1283;                    North         East     Units Scale Factor Converg.
 CR1283;SPC TXNC     - 2,088,965.561   894,272.697   MT  0.99993116   +1 42 24.7
 CR1283;SPC TXNC     - 6,853,547.84  2,933,959.67   sFT  0.99993116   +1 42 24.7
 CR1283;UTM  15      - 3,590,507.906   277,122.929   MT  1.00021259   -1 16 18.1
 CR1283
 CR1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1283!SPC TXNC     -   0.99997524  x   0.99993116  =   0.99990640
 CR1283!UTM  15      -   0.99997524  x   1.00021259  =   1.00018783
 CR1283
 CR1283|---------------------------------------------------------------------|
 CR1283| PID    Reference Object                     Distance      Geod. Az  |
 CR1283|                                                           dddmmss.s |
 CR1283| CY1714 EBY RM 1                             24.345 METERS 00701     |
 CR1283| CY1715 EBY RM 2                             31.373 METERS 14714     |
 CR1283| CR1286 TYLER MUNICIPAL TANK                APPROX. 9.2 KM 1475547.1 |
 CR1283| CR1288 TYLER STATE PATROL RADIO MAST       APPROX.11.2 KM 1540650.2 |
 CR1283| CY1713 EBY AZ MK                                          2241716.8 |
 CR1283|---------------------------------------------------------------------|
 CR1283
 CR1283                          SUPERSEDED SURVEY CONTROL
 CR1283
 CR1283  NAD 83(1986)-  32 25 45.89983(N)    095 22 13.52871(W) AD(       ) 1
 CR1283  NAD 27      -  32 25 45.37860(N)    095 22 12.69160(W) AD(       ) 1
 CR1283
 CR1283.Superseded values are not recommended for survey control.
 CR1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1283.See file dsdata.txt to determine how the superseded data were derived.
 CR1283
 CR1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7712390508(NAD 83)
 CR1283_MARKER: DS = TRIANGULATION STATION DISK
 CR1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1283
 CR1283  HISTORY     - Date     Condition        Report By
 CR1283  HISTORY     - 1950     MONUMENTED       CGS
 CR1283  HISTORY     - 1955     GOOD             CGS
 CR1283  HISTORY     - 1956     GOOD             CGS
 CR1283  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR1283
 CR1283                          STATION DESCRIPTION
 CR1283
 CR1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1283'LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF TYLER AND 0.5 MILE
 CR1283'WEST OF THE SMALL VILLAGE OF SWAN, ON THE TOP OF A NORTH-SOUTH
 CR1283'TREE COVERED RIDGE.  IT IS ON PROPERTY OWNED BY THE EBY
 CR1283'ENGINEERING CO.  ABOUT 125 YARDS SOUTHEAST OF A SMALL GRAVEYARD
 CR1283'AND 200 YARDS EAST OF A WHITE HOUSE.  IT IS 37 FEET SOUTHEAST
 CR1283'OF THE SOUTHEAST FENCE CORNER OF A SMALL PASTURE, 23 FEET
 CR1283'NORTHWEST OF A TRIANGLE-BLAZED OAK TREE AND 4.7 FEET
 CR1283'WEST-NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 CR1283'ABOUT 4 INCHES AND THE DISC IS STAMPED, EBY 1950.
 CR1283'
 CR1283'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE RIDGE,
 CR1283'12 FEET EAST OF AN OAK TREE, 60 FEET EAST-SOUTHEAST OF A
 CR1283'FENCE CORNER AND ABOUT 2-1/2 FEET LOWER THAN THE STATION.
 CR1283'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 CR1283'EBY NO 1 1950.
 CR1283'
 CR1283'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE RIDGE,
 CR1283'ABOUT 3-1/2 FEET LOWER THAN THE STATION, 18 FEET SOUTHEAST
 CR1283'OF A HICKORY TREE AND 19 FEET NORTHEAST OF ANOTHER HICKORY
 CR1283'TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS
 CR1283'STAMPED, EBY NO 2 1950.
 CR1283'
 CR1283'AZIMUTH MARK IS ABOUT 0.5 MILE, AIRLINE FROM THE STATION,
 CR1283'NEAR A SMALL GROUP OF TREES ON THE SUMMIT OF A SMALL RIDGE,
 CR1283'14 FEET WEST OF A TRACK ROAD AND 3-1/2 FEET SOUTH OF A WHITE
 CR1283'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 CR1283'DIS IS STAMPED, EBY 1950.
 CR1283'
 CR1283'THE STATION WAS REACHED FROM THE SMALL VILLAGE OF SWAN,
 CR1283'ABOUT 7 MILES NORTHWEST OF TYLER AND ON U.S. HIGHWAY 69,
 CR1283'SITE OF THE TEXAS PIPE AND FOUNDRY CO., BY GOING WEST ON
 CR1283'A DIRT ROAD, UP HILL, FOR 0.35 MILE TO FORKS AT THE TOP OF
 CR1283'THE GRADE.  TURN LEFT AND FOLLOW ROAD SOUTHERLY TO THE SECOND
 CR1283'CATTLEGUARD, WEST OF A SMALL CEMETERY AND NEAR A GROUP OF
 CR1283'BUILDINGS, 0.25 MILE.  CONTINUE ON TRACK ROAD FOR 0.15 MILE
 CR1283'TO A LEFT FORK AT A FENCE CORNER.  HERE TURN LEFT, ALONG
 CR1283'FENCE, FOR 0.2 MILE, TO A BREAK IN THE FENCE, THENCE
 CR1283'NORTHERLY, THRU TREES TO THE STATION SITE.
 CR1283'
 CR1283'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY
 CR1283'TO FENCE, THENCE WEST ALONG FENCE TO TRACK ROAD ALONG TOP
 CR1283'OF RIDGE, THENCE LEFT OR SOUTH ON TRACK ROAD FOR ABOUT 0.2
 CR1283'MILE TO THE MARK ON THE LEFT AS DESCRIBED ABOVE.
 CR1283'
 CR1283'OBSERVATIONS MADE FROM A 77 FOOT TOWER
 CR1283'
 CR1283'A 77 FOOT SIGNAL AT POUNDS WAS VISIBLE AT 45 FEET.
 CR1283'
 CR1283'A 90 FOOT SIGNAL AT PARKER WAS VISIBLE AT 60 FEET.
 CR1283'
 CR1283'A 77 FOOT SIGNAL AT SANDS WAS VISIBLE AT 37 FEET.
 CR1283'
 CR1283'A 77 FOOT SIGNAL AT TYLER WAS VISIBLE AT 45 FEET.
 CR1283'
 CR1283'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1283
 CR1283                          STATION RECOVERY (1955)
 CR1283
 CR1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CR1283'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION
 CR1283'IS ADEQUATE.
 CR1283
 CR1283                          STATION RECOVERY (1956)
 CR1283
 CR1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1283'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 CR1283'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 CR1283'SITE ARE CORRECT.
 CR1283
 CR1283                          STATION RECOVERY (1996)
 CR1283
 CR1283'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1069 ***********************************************************************
 CA1069  DESIGNATION -  ECHO RESET
 CA1069  PID         -  CA1069
 CA1069  STATE/COUNTY-  TX/COLEMAN
 CA1069  USGS QUAD   -  COLEMAN NE (1987)
 CA1069
 CA1069                         *CURRENT SURVEY CONTROL
 CA1069  ___________________________________________________________________
 CA1069* NAD 83(1993)-  31 53 45.48544(N)    099 20 55.75606(W)     ADJUSTED  
 CA1069* NAVD 88     -       515.8    (meters)    1692.     (feet)  VERTCON   
 CA1069  ___________________________________________________________________
 CA1069  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CA1069  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CA1069
 CA1069  HORZ ORDER  -  FIRST
 CA1069
 CA1069.The horizontal coordinates were established by classical geodetic methods
 CA1069.and adjusted by the National Geodetic Survey in February 1996..
 CA1069
 CA1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1069
 CA1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1069
 CA1069.The geoid height was determined by GEOID03.
 CA1069
 CA1069;                    North         East     Units Scale Factor Converg.
 CA1069;SPC TX C     - 3,247,553.446   793,133.640   MT  1.00000342   +0 30 25.5
 CA1069;SPC TX C     -10,654,681.60  2,602,139.28   sFT  1.00000342   +0 30 25.5
 CA1069;UTM  14      - 3,528,957.699   467,014.742   MT  0.99961342   -0 11 03.5
 CA1069
 CA1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1069!SPC TX C     -   0.99992311  x   1.00000342  =   0.99992653
 CA1069!UTM  14      -   0.99992311  x   0.99961342  =   0.99953656
 CA1069
 CA1069|---------------------------------------------------------------------|
 CA1069| PID    Reference Object                     Distance      Geod. Az  |
 CA1069|                                                           dddmmss.s |
 CA1069| CV3908 ECHO RM 3                            21.570 METERS 07910     |
 CA1069| CV3904 ECHO AZ MK                                         1510203.1 |
 CA1069| CA1076 COLEMAN COUNTY CTHSE DOME           APPROX.10.0 KM 2242935.7 |
 CA1069| CA1078 COLEMAN TV CABLE CO RADIO MAST      APPROX.11.9 KM 2272320.1 |
 CA1069| CA1074 COLEMAN TV CABLE CO MICROWAVE       APPROX.11.8 KM 2272657.6 |
 CA1069| CA1079 COLEMAN WESTERN COMM RAD MAST       APPROX.11.4 KM 2294258.5 |
 CA1069| CA1080 COLEMAN SW ST TEL CO MICROWAVE      APPROX.11.0 KM 2294915.0 |
 CA1069| CA1071 COLEMAN CO ELEC COOP RAD MAST       APPROX.11.3 KM 2301009.5 |
 CA1069| CV3905 ECHO AZ MK 2                                       2320249.5 |
 CA1069| CA1073 COLEMAN RADIO STA KSTA MAST         APPROX. 8.7 KM 2381505.2 |
 CA1069| CV3906 ECHO RM 1                            26.555 METERS 24707     |
 CA1069| CA1159 WEST 1 OIL DERRICK                  APPROX.21.1 KM 2492933.5 |
 CA1069| CV3907 ECHO RM 2                            29.791 METERS 33716     |
 CA1069|---------------------------------------------------------------------|
 CA1069
 CA1069                          SUPERSEDED SURVEY CONTROL
 CA1069
 CA1069  NAD 83(1986)-  31 53 45.49365(N)    099 20 55.74248(W) AD(       ) 1
 CA1069  NAD 27      -  31 53 44.97600(N)    099 20 54.51700(W) AD(       ) 1
 CA1069  NGVD 29 (07/19/86)  515.7    (m)         1692.     (f) VERT ANG       
 CA1069
 CA1069.Superseded values are not recommended for survey control.
 CA1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1069.See file dsdata.txt to determine how the superseded data were derived.
 CA1069
 CA1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA6701528958(NAD 83)
 CA1069_MARKER: DS = TRIANGULATION STATION DISK
 CA1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA1069+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 CA1069
 CA1069  HISTORY     - Date     Condition        Report By
 CA1069  HISTORY     - 1961     MONUMENTED       CGS
 CA1069  HISTORY     - 1968     GOOD             CGS
 CA1069  HISTORY     - 20040920 GOOD             TXDOT
 CA1069
 CA1069                          STATION DESCRIPTION
 CA1069
 CA1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1069'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CA1069'WERE RECOVERED.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN
 CA1069'DESTROYED.  REFERENCE MARK NO. 1 HAS BEEN HIT BY ROAD MACHINERY
 CA1069'AND BADLY CHIPPED BUT STILL APPEARS TO BE SOLID.  THE DISTANCE
 CA1069'AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.  A NEW
 CA1069'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  A COMPLETE NEW
 CA1069'DESCRIPTION FOLLOWS--
 CA1069'
 CA1069'THE STATION IS APPROXIMATELY 7 MILES NORTHEAST OF COLEMAN, 3
 CA1069'MILES SOUTHWEST OF ECHO, 100 FEET NORTHWEST OF STATE HIGHWAY
 CA1069'206, ON PROPERTY OWNED BY MRS. MATTIE MILLER.
 CA1069'
 CA1069'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CA1069'84, 283 AND STATE HIGHWAY 206, APPROXIMATELY 2 MILES NORTH OF
 CA1069'COLEMAN, GO NORTHEAST ON HIGHWAY 206 FOR 4.5 MILES TO THE
 CA1069'JUNCTION OF FARM ROAD 2302 ON THE RIGHT.  CONTINUE NORTHEAST
 CA1069'ON HIGHWAY 206 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CA1069'CONTINUE NORTHEAST ON HIGHWAY 206 FOR 0.7 MILE TO THE STATION
 CA1069'ON THE LEFT JUST INSIDE RIGHT-OF-WAY FENCE.  (CONTINUE
 CA1069'NORTHEAST ON 206 FOR 1.0 MILE TO A FIELD ENTRANCE ON THE LEFT.
 CA1069'TURN LEFT, CROSS A CATTLE GUARD, THEN BEAR SHARP LEFT AND
 CA1069'GO SOUTHWEST ALONG THE NORTH SIDE OF A FENCE FOR 1.0
 CA1069'MILE TO THE STATION.)
 CA1069'
 CA1069'STATION MARK IS A STANDARD DISK STAMPED ECHO 1935 1961, SET IN
 CA1069'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 280
 CA1069'FEET SOUTHWEST OF THE WEST ONE OF TWO LONE TREES, 97 FEET
 CA1069'NORTHWEST OF THE CENTER LINE OF HIGHWAY 206, 8 FEET NORTHWEST
 CA1069'OF RIGHT-OF-WAY FENCE AND 4 FEET NORTH OF A METAL WITNESS
 CA1069'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 CA1069'CONCRETE 26 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 CA1069'STAMPED ECHO 1935.
 CA1069'
 CA1069'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ECHO NO 1
 CA1069'1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 CA1069'IT IS 98 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 206
 CA1069'AND 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 CA1069'
 CA1069'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ECHO NO 2 1935,
 CA1069'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 CA1069'IT IS 253 FEET SOUTHWEST OF THE WEST ONE OF TWO TREES, 106
 CA1069'FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 100 FEET NORTH OF THE
 CA1069'METAL WITNESS POST.
 CA1069'
 CA1069'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ECHO NO 3 1935
 CA1069'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 CA1069'IT IS 228 FEET SOUTH OF THE WEST ONE OF THE TWO TREES, 82 FEET
 CA1069'NORTHWEST OF THE CENTER LINE OF HIGHWAY 206 AND 1 FOOT NORTHWEST
 CA1069'OF THE RIGHT-OF-WAY FENCE.
 CA1069'
 CA1069'AZIMUTH MARK IS A STANDARD DISK STAMPED ECHO 1935 RESET 1961,
 CA1069'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 CA1069'60 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 206, 51 FEET
 CA1069'NORTHEAST OF A T-FENCE CORNER, 1.9 FEET NORTHEAST OF A METAL
 CA1069'WITNESS POST AND .5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 CA1069'
 CA1069'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CA1069
 CA1069                          STATION RECOVERY (1968)
 CA1069
 CA1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RDS)
 CA1069'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 CA1069'
 CA1069'TO REACH, DESCRIPTION IS ADEQUATE.
 CA1069'
 CA1069'STATION MARK--A USC AND GS BRONZE DISK SET IN THE TOP OF
 CA1069'CONCRETE POST.  THE DISK PROJECTS 0.3 FEET AND IS STAMPED
 CA1069'ECHO 1935 1961.
 CA1069'
 CA1069'REFERENCE MARK NO. 1--HAS BEEN DESTROYED.  CONCRETE POST
 CA1069'REMAINS, BUT DISK HAS BEEN REMOVED.
 CA1069'
 CA1069'REFERENCE MARK NO. 2--A USC AND GS BRONZE DISK SET IN THE TOP
 CA1069'OF CONCRETE POST.  THE DISK PROJECTS 0.2 FEET AND IS STAMPED
 CA1069'ECHO 1935 NO. 2.  REFERENCE MARKS LOCATED 97.78 FEET (29.805
 CA1069'METERS) NORTHWEST OF STATION.
 CA1069'
 CA1069'REFERENCE MARK NO. 3--A USC AND GS BRONZE DISK SET IN THE TOP OF
 CA1069'CONCRETE POST.  THE DISK PROJECTS 0.2 FEET AND IS STAMPED
 CA1069'ECHO 1935 1961 NO. 3.  REFERENCE MARK IS LOCATED 70.78 FEET
 CA1069'(21.576 METERS) EAST OF STATION.
 CA1069'
 CA1069'AZIMUTH MARK WAS NOT SEARCHED FOR.
 CA1069
 CA1069                          STATION RECOVERY (2004)
 CA1069
 CA1069'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2004 (SB)
 CA1069'RECOVERED AS DESCRIBED, LEANING A LITTLE, CHECKED WITHIN .4' OF A FOOT
 CA1069'FROM AB6642
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1296 ***********************************************************************
 CR1296  DESIGNATION -  ECHOLS
 CR1296  PID         -  CR1296
 CR1296  STATE/COUNTY-  TX/HENDERSON
 CR1296  USGS QUAD   -  BROWNSBORO (1984)
 CR1296
 CR1296                         *CURRENT SURVEY CONTROL
 CR1296  ___________________________________________________________________
 CR1296* NAD 83(1993)-  32 16 36.86154(N)    095 37 13.47633(W)     ADJUSTED  
 CR1296* NAVD 88     -       211.31   (+/-2cm)     693.3    (feet)  VERTCON   
 CR1296  ___________________________________________________________________
 CR1296  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CR1296  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CR1296
 CR1296  HORZ ORDER  -  FIRST
 CR1296  VERT ORDER  -  THIRD ? (See Below)
 CR1296
 CR1296.The horizontal coordinates were established by classical geodetic methods
 CR1296.and adjusted by the National Geodetic Survey in February 1996..
 CR1296
 CR1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1296.The vertical order pertains to the NGVD 29 superseded value.
 CR1296
 CR1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1296
 CR1296.The geoid height was determined by GEOID03.
 CR1296
 CR1296;                    North         East     Units Scale Factor Converg.
 CR1296;SPC TXNC     - 2,071,388.413   871,236.637   MT  0.99996333   +1 34 13.8
 CR1296;SPC TXNC     - 6,795,880.15  2,858,382.20   sFT  0.99996333   +1 34 13.8
 CR1296;UTM  15      - 3,574,144.407   253,197.770   MT  1.00035122   -1 24 00.1
 CR1296
 CR1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1296!SPC TXNC     -   0.99997090  x   0.99996333  =   0.99993423
 CR1296!UTM  15      -   0.99997090  x   1.00035122  =   1.00032211
 CR1296
 CR1296:                Primary Azimuth Mark                     Grid Az
 CR1296:SPC TXNC     -  AIRPORT BCN POUNDS FIELD TYLER           064 48 21.1
 CR1296:UTM  15      -  AIRPORT BCN POUNDS FIELD TYLER           067 46 35.0
 CR1296
 CR1296|---------------------------------------------------------------------|
 CR1296| PID    Reference Object                     Distance      Geod. Az  |
 CR1296|                                                           dddmmss.s |
 CR1296| CR1293 AIRPORT BCN POUNDS FIELD TYLER      APPROX.22.7 KM 0662234.9 |
 CR1296| CY1716 ECHOLS AZ MK                                       0811553.6 |
 CR1296| CY1718 ECHOLS RM 1                          17.849 METERS 14412     |
 CR1296| CR1302 LA RUE                              APPROX.22.4 KM 1942809.1 |
 CR1296| CY1719 ECHOLS RM 2                          21.467 METERS 21603     |
 CR1296| CY1717 ECHOLS AZ MK 2                                     3595239.1 |
 CR1296|---------------------------------------------------------------------|
 CR1296
 CR1296                          SUPERSEDED SURVEY CONTROL
 CR1296
 CR1296  NAD 83(1986)-  32 16 36.86970(N)    095 37 13.46145(W) AD(       ) 1
 CR1296  NAD 27      -  32 16 36.33300(N)    095 37 12.59400(W) AD(       ) 1
 CR1296  NGVD 29 (07/19/86)  211.33   (m)          693.3    (f) LEVELING    3  
 CR1296
 CR1296.Superseded values are not recommended for survey control.
 CR1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1296.See file dsdata.txt to determine how the superseded data were derived.
 CR1296
 CR1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR5319874144(NAD 83)
 CR1296_MARKER: DS = TRIANGULATION STATION DISK
 CR1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1296+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR1296
 CR1296  HISTORY     - Date     Condition        Report By
 CR1296  HISTORY     - 1935     MONUMENTED       CGS
 CR1296  HISTORY     - 1950     GOOD             CGS
 CR1296  HISTORY     - 1956     GOOD             CGS
 CR1296  HISTORY     - 1958     GOOD             CGS
 CR1296  HISTORY     - 1981     GOOD             TXHD
 CR1296  HISTORY     - 1981     GOOD             NGS
 CR1296  HISTORY     - 20040605 GOOD             USPSQD
 CR1296
 CR1296                          STATION DESCRIPTION
 CR1296
 CR1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1296'STATION IS ABOUT 14-1/2 MILES ENE OF ATHENS, ABOUT 1-1/2 MILES SSW
 CR1296'OF BROWNSBORO, ON LAND OWNED BY JOHN ECHOLS.  IT IS ON A SMALL BUT
 CR1296'PROMINENT WOODED HILL LOCALLY KNOWN AS JENNINGS MOUNTAIN,
 CR1296'ABOUT 100 YARDS S OF THE NORTHERN SLOPE, ON THE E SIDE OF A
 CR1296'CLEARED RIGHT-OF-WAY, ABOUT 63 YARDS N OF TALL TOMB OF ECHOLS
 CR1296'WHICH STANDS ON THE N SIDE OF A SMALL CEMETERY.  MARK PROJECTS
 CR1296'8 INCHES.
 CR1296'
 CR1296'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR1296'BRONZE DISKS SET IN CONCRETE.
 CR1296'
 CR1296'REFERENCE MARK NO. 1 IS SE OF THE STATION.  MARK PROJECTS 4 INCHES.
 CR1296'
 CR1296'REFERENCE MARK NO. 2 IS SW OF THE STATION.  MARK PROJECTS 4 INCHES.
 CR1296'
 CR1296'AZIMUTH MARK IS E OF THE STATION, ON THE E SIDE OF A CULTIVATED
 CR1296'FIELD, 10 FEET W OF THE CENTER LINE OF ROAD, 45 YARDS S OF FARM
 CR1296'LANE.  MARK PROJECTS 3 INCHES.
 CR1296'
 CR1296'AZIMUTH MARK IS REACHED BY GOING E AND S FROM THE FOOT OF MOUNTAIN,
 CR1296'0.4 MILE TO A T-ROAD, THENCE E 0.4 MILE TO A T-ROAD, THENCE N 0.35
 CR1296'MILE TO MARK.
 CR1296'
 CR1296'TO REACH STATION FROM STATE BANK IN BROWNSBORO--GO S ON DIRT
 CR1296'ROAD 0.25 MILE TO CHURCH AND ROAD LEADING W, THENCE W 0.1 MILE
 CR1296'TO A T-ROAD, THENCE S 0.75 MILE TO TURN W, THENCE W 0.25 MILE
 CR1296'TO TURN S, THENCE S 0.65 MILE TO FOOT OF JENNINGS MOUNTAIN, THENCE
 CR1296'S ABOUT 250 YARDS TO THE STATION.
 CR1296'
 CR1296'ALL LIGHTS COME INTO VIEW AT 37 FEET.
 CR1296
 CR1296                          STATION RECOVERY (1950)
 CR1296
 CR1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1296'STATION RECOVERED AS DESCRIBED IN 1935 AND ALL MARKS EXCEPT THE
 CR1296'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE 1935 AZIMUTH MARK
 CR1296'COULD NOT BE FOUND SO A NEW MARK WAS ESTABLISHED AS DESCRIBED
 CR1296'BELOW.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 CR1296'
 CR1296'STATION IS LOCATED ABOUT 14 MILES EAST-NORTHEAST OF ATHENS AND
 CR1296'1-1/2 MILES SOUTH-SOUTHWEST OF BROWNSBORO, ON THE SUMMIT OF A
 CR1296'SMALL BUT PROMINENT HILL LOCALLY KNOWN AS JENNINGS MOUNTAIN, WHICH
 CR1296'IS OWNED BY JOHN ECHOLS.  IT IS ABOUT 100 YARDS SOUTH OF THE
 CR1296'NORTHERN SLOPE OF THE HILL, 29 FEET SOUTH-SOUTHEAST OF A LARGE
 CR1296'OAK TREE BROKEN OFF AT THE TOP AND 190 FEET NORTH OF THE
 CR1296'NORTHERN TOMB OF ECHOLS WHICH IS ON THE NORTH SIDE OF A SMALL
 CR1296'CEMETERY.  THE STATION MARK
 CR1296'PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED, ECHOLS 1935.
 CR1296'
 CR1296'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION AND
 CR1296'THE MARK PROJECTS ABOUT 4 INCHES AND
 CR1296'THE DISK IS STAMPED, ECHOLS NO 1 1935.
 CR1296'
 CR1296'REFERENCE MARK NO. 2 IS ABOUT 1-1/2 FEET LOWER THEN THE STATION
 CR1296'AND THE MARK PROJECTS ABOUT 4 INCHES AND
 CR1296'THE DISK IS STAMPED ECHOLS NO 2 1935.  IT IS 3 FEET EAST OF A LONE
 CR1296'OAK TREE.
 CR1296'
 CR1296'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE
 CR1296'NORTH OF THE STATION, IN A RIGHT ANGLE TURN OF A ROAD 46 FEET EAST
 CR1296'OF A LARGE OAK TREE ON THE RIGHT-OF WAY, 2-1/2 FEET SOUTH OF THE
 CR1296'EAST-WEST FENCE, AND 2.6 FEET WEST OF A WHITE WITNESS POST, AND
 CR1296'ALONG THE NORTH SIDE OF THE ROAD.  THE MARK PROJECTS ABOUT 3
 CR1296'INCHES AND THE DISC IS STAMPED, ECHOLS 1950
 CR1296'
 CR1296'STATION WAS REACHED FROM THE STATE BANK IN BROWNSBORO BY GOING
 CR1296'SOUTH ON AN OILED STREET FOR 0.25 MILE, THENCE RIGHT OR WEST FOR
 CR1296'0.1 MILE, THENCE LEFT OR SOUTH FOR 0.75 MILE TO END OF OIL ROAD.
 CR1296'THENCE RIGHT FOR 0.25 MILE, THENCE LEFT OR SOUTH FOR 0.65 MILE TO
 CR1296'THE FOOT OF THE HILL.  HERE TURN RIGHT AND GO ABOUT 150 FEET TO
 CR1296'A FORKS.  TAKE LEFT FORK, UP HILL, TO THE TOP OF THE HILL.
 CR1296'THENCE TO THE LEFT OF THE SMALL GRAVEYARD AND THE STATION SITE AS
 CR1296'DESCRIBED ABOVE.
 CR1296'
 CR1296'THE AZIMUTH MARK IS AT THE END OF THE FOURTH MILEAGE ABOVE, A
 CR1296'TOTAL OF 1.35 MILES FROM THE STATE BANK IN BROWNSBORO.  (SOME
 CR1296'CLEARING OF THE LINE TO THE AZIMUTH MARK WILL BE NECESSARY TO
 CR1296'SEE IT FROM THE GROUND)
 CR1296'
 CR1296'OBSERVATION MADE FROM A 64 FOOT TOWER, ALL OBJECTS V.G. AT 45 FEET.
 CR1296'
 CR1296'A 77 FOOT SIGNAL AT CHURCH 1935 WAS VISIBLE AT 45 FEET.
 CR1296'
 CR1296'A 77 FOOT SIGNAL AT GATES 1935 WAS VISIBLE AT 45 FEET.
 CR1296'
 CR1296'A 77 FOOT SIGNAL AT LILES WAS VISIBLE AT 45 FEET.
 CR1296'
 CR1296'A 90 FOOT SIGNAL AT PARKER WAS VISIBLE AT 45 FEET.
 CR1296'
 CR1296'A 90 FOOT SIGNAL AT POUNDS WAS VISIBLE AT 45 FEET
 CR1296
 CR1296                          STATION RECOVERY (1956)
 CR1296
 CR1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1296'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CR1296'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 CR1296'CORRECT.
 CR1296
 CR1296                          STATION RECOVERY (1958)
 CR1296
 CR1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1296'STATION RECOVERED AS DESCRIBED IN 1950, REFERENCE MARK NO. 2
 CR1296'AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE 1935 REFERENCE
 CR1296'MARK NO. 1 HAS BEEN DISTURBED FROM ITS ORIGINAL POSITION.  A
 CR1296'NEW DESCRIPTION FOLLOWS.
 CR1296'
 CR1296'STATION IS LOCATED ABOUT 14 MILES EAST-NORTHEAST OF ATHENS AND
 CR1296'1-1/2 MILES SOUTH-SOUTHWEST OF BROWNSBORO, ON THE SUMMIT OF A
 CR1296'SMALL BUT PROMINENT HILL LOCALLY KNOWN AS JENNINGS MOUNTAIN.
 CR1296'IT IS 190 FEET NORTH OF THE NORTHERN TOMB OF ECHOLS WHICH IS
 CR1296'ON THE NORTH SIDE OF A SMALL CEMETERY, 29 FEET SOUTH-SOUTHEAST
 CR1296'OF A LARGE OAK TREE AND 100 YARDS SOUTH OF THE NORTHERN SLOPE OF
 CR1296'THE HILL.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 CR1296'GROUND AND STAMPED ECHOLS 1935.
 CR1296'
 CR1296'REFERENCE MARK NO. 1 HAS BEEN DISTURBED FROM ITS ORIGINAL
 CR1296'POSITION, IT IS NOW LEANING TOWARD THE NORTH.  IT IS ABOUT THE
 CR1296'SAME ELEVATION AS THE STATION.  THE MARK PROJECTS 4 INCHES
 CR1296'ABOVE THE SURFACE OF THE GROUND AND STAMPED ECHOLS NO 1 1935.
 CR1296'
 CR1296'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION
 CR1296'AND 3 FEET EAST OF A LONE OAK TREE.  THE MARK PROJECTS 4 INCHES
 CR1296'ABOVE THE SURFACE OF THE GROUND AND STAMPED ECHOLS NO 2 1935.
 CR1296'
 CR1296'AZIMUTH MARK IS 46 FEET EAST OF A LARGE OAK TREE, 18 FEET
 CR1296'NORTH OF THE CENTER OF A GRADED ROAD, 2 FEET SOUTH OF A WIRE
 CR1296'FENCE LINE AND 2 FEET WEST OF A WITNESS POST.  THE MARK IS 6
 CR1296'INCHES BELOW THE SURFACE OF THE GROUND AND STAMPED ECHOLS
 CR1296'1950.
 CR1296'
 CR1296'TO REACH FROM THE POST OFFICE IN BROWNSBORO BY GOING SOUTH ON AN
 CR1296'OILED STREET FOR 0.25 MILE, TURN RIGHT WEST FOR 0.1 MILE, TURN
 CR1296'LEFT SOUTH FOR 1.2 MILE TO SHARP CURVE IN ROAD AND AZIMUTH
 CR1296'MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON GRADED ROAD SOUTH
 CR1296'FOR 0.65 MILE TO FORKS, TAKE RIGHT FORK 0.05 MILE TO FORKS,
 CR1296'TAKE LEFT FORK UP THE HILL 0.3 MILE TO TOP OF HILL AND STATION
 CR1296'AS DESCRIBED.
 CR1296'
 CR1296'OBSERVATION WERE MADE FROM A 64-FOOT TOWER
 CR1296
 CR1296                          STATION RECOVERY (1981)
 CR1296
 CR1296'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1981 (CLJ)
 CR1296'ECHOLS 1935 RECOVERED GOOD.
 CR1296'
 CR1296'ECHOLS RM 2 RECOVERED GOOD.
 CR1296'
 CR1296'ECHOLS AZ. MK. 1950 DESTROYED.
 CR1296'
 CR1296'THE 1958 DESCRIPTION IS ADEQUATE FOR RECOVERY OF STATION AND
 CR1296'REFERENCE MARKS.  AZIMUTH MARK 1950 WAS FOUND BURIED AND LYING ON
 CR1296'ITS SIDE.  IT IS NOW IN THE EDGE OF A PLOWED FIELD.
 CR1296'
 CR1296'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES SOUTHWEST OF
 CR1296'BROWNSBORO.
 CR1296
 CR1296                          STATION RECOVERY (1981)
 CR1296
 CR1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CR1296'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITON.
 CR1296'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THERE IS NO PLACE
 CR1296'TO SET AN AZIMUTH THAT WOULD BE VISIBLE FROM THE GROUND.  REFERENCE
 CR1296'MARK 1 WAS FOUND LYING ON ITS SIDE OUT OF THE GROUND.  A NEW
 CR1296'REFERENCE MARK 3 WAS SET AT THIS TIME.
 CR1296'
 CR1296'BECAUSE OF VARIOUS CHANGES, A NEW DESCRIPTION FOLLOWS.
 CR1296'
 CR1296'THE STATION IS LOCATED ABOUT 22 KILOMETERS (14 MILES) NORTHEAST OF
 CR1296'ATHENS, 3 KILOMETERS (2 MILES) SOUTH OF BROWNSBORO AND ON A PROMINENT
 CR1296'HILL ON THE NORTH SIDE OF A SMALL PUBLIC CEMETERY.
 CR1296'
 CR1296'TO REACH FROM THE BROWNSBORO POST OFFICE, GO SOUTHWEST ON S. H. 31
 CR1296'FOR 0.24 KILOMETERS (0.15 MILE) TO A SIDE ROAD LEFT ON THE SOUTHWEST
 CR1296'SIDE OF A HIGH SCHOOL.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR
 CR1296'0.96 KILOMETER (0.6 MILE) TO A WATER TANK ON THE LEFT. CONTINUE SOUTH
 CR1296'FOR 0.56 KILOMETER (0.35 MILE) TO A T-ROAD.  TURN RIGHT AND GO WEST
 CR1296'THEN SOUTH FOR 1.4 KILOMETERS (0.85 MILE) TO A FORK.  TAKE LEFT FORK
 CR1296'UP HILL FOR 0.4 KILOMETER (0.25 MILE) TO A CHAIN LINK FENCE.  PASS
 CR1296'THRU A GATE AND GO NORTH ON A TRACK ROAD FOR 0.08 KILOMETER (0.5 MILE)
 CR1296'TO THE STATION ON THE LEFT.
 CR1296'
 CR1296'THE STATION SUBSURFACE DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CR1296'ACCORDING TO THE ORIGINAL DESCRIPTION.  THE SURFACE DISK IS STANDARD
 CR1296'AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 7
 CR1296'CENTIMETERS.  THE DISK IS STAMPED---ECHOLS 1935---.  IT IS 10 METERS
 CR1296'WEST OF THE CENTER OF THE TRACK ROAD,  8.7 METERS NORTHWEST OF A 25.4
 CR1296'CENTIMETER OAK TREE 3.0 METERS SOUTHEAST OF A 25.4 CENTIMETER OAK
 CR1296'TREE.
 CR1296'
 CR1296'REFERENCE MARK 2 IS A CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 CR1296'MONUMENT PROJECTING 7 CENTIMETERS AND STAMPED---ECHOLS NO 2 1935---.
 CR1296'IT IS 1.3 METERS WEST OF THE PARKER HEADSTONE AND 0.8 METER
 CR1296'WEST-SOUTHWEST OF A 45 CENTIMETER OAK TREE.
 CR1296'
 CR1296'REFERENCE MARK 3 IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND
 CR1296'CONCRETE MONUMENT FLUSH WITH THE GROUND STAMPED---ECHOLS NO 3
 CR1296'1981---.  IT IS 6.0 METERS SOUTH OF A 36 CENTIMETER OAK TREE, 3.7
 CR1296'METERS EAST OF THE CENTER OF A TRACK ROAD 3.3 METER NORTHWEST OF A 20
 CR1296'CENTIMETER OAK TREE.
 CR1296
 CR1296                          STATION RECOVERY (2004)
 CR1296
 CR1296'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR1296'RECOVEREDD AS DESCRIBED.  THE SIDE ROAD ON THE SOUTHWEST SIDE OF THE
 CR1296'SCHOOL IS INGRAM STREET. THREE MARKERS WERE FOUND.  ECKOLS AT N321637
 CR1296'W0953714, TO THE RIGHT OF G. LAMAR MATHEWS GRACE.  ECKOLS 1 IS AT
 CR1296'N321636 W0953713, 25 FEET EAST OF BARTON TOMBSTONE.  ECKOLS 2 IS AT
 CR1296'N953714, W095321636, ABOUT 1 YARD WEST OF THE PARKER TOMBSTONE AND
 CR1296'UNDER A TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0644 ***********************************************************************
 BN0644  DESIGNATION -  ECKERT MICROWAVE RADIO MAST
 BN0644  PID         -  BN0644
 BN0644  STATE/COUNTY-  TX/GILLESPIE
 BN0644  USGS QUAD   -  WILLOW CITY (1967)
 BN0644
 BN0644                         *CURRENT SURVEY CONTROL
 BN0644  ___________________________________________________________________
 BN0644* NAD 83(1993)-  30 26 06.58844(N)    098 44 19.32783(W)     ADJUSTED  
 BN0644* NAVD 88     -                                                        
 BN0644  ___________________________________________________________________
 BN0644  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 BN0644  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 BN0644
 BN0644  HORZ ORDER  -  THIRD
 BN0644
 BN0644.The horizontal coordinates were established by classical geodetic methods
 BN0644.and adjusted by the National Geodetic Survey in February 1996..
 BN0644
 BN0644
 BN0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0644
 BN0644.The geoid height was determined by GEOID03.
 BN0644
 BN0644;                    North         East     Units Scale Factor Converg.
 BN0644;SPC TX C     - 3,086,290.437   853,168.382   MT  0.99993023   +0 49 16.8
 BN0644;SPC TX C     -10,125,604.54  2,799,103.27   sFT  0.99993023   +0 49 16.8
 BN0644;UTM  14      - 3,367,035.571   525,090.934   MT  0.99960777   +0 07 56.5
 BN0644
 BN0644                          SUPERSEDED SURVEY CONTROL
 BN0644
 BN0644  NAD 83(1986)-  30 26 06.59889(N)    098 44 19.31333(W) AD(       ) 4
 BN0644  NAD 27      -  30 26 05.90300(N)    098 44 18.17700(W) AD(       ) 3
 BN0644
 BN0644.Superseded values are not recommended for survey control.
 BN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0644.See file dsdata.txt to determine how the superseded data were derived.
 BN0644
 BN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU2509167036(NAD 83)
 BN0644_MARKER: 42 = RADIO/TV MAST
 BN0644
 BN0644  HISTORY     - Date     Condition        Report By
 BN0644  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0644  HISTORY     - 19930804 GOOD             USPSQD
 BN0644  HISTORY     - 19960309 GOOD             USPSQD
 BN0644
 BN0644                          STATION DESCRIPTION
 BN0644
 BN0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0644'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE SMALL SETTLEMENT
 BN0644'OF ECKERT, AND 0.1 MILE WEST OF STATE HIGHWAY 16.  IT IS
 BN0644'OWNED BY THE HUMBLE PIPELINE CO. OF HOUSTON, TEXAS.  THE MAST
 BN0644'IS RED AND WHITE IN COLOR, 250 FEET HIGH, AND IS A THREE-LEGGED
 BN0644'STEEL MAST.  THE POINT INTERSECTED WAS THE FLASHING LIGHT
 BN0644'AT THE TOP.
 BN0644
 BN0644                          STATION RECOVERY (1993)
 BN0644
 BN0644'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0644'RECOVERED IN GOOD CONDITION.
 BN0644
 BN0644                          STATION RECOVERY (1996)
 BN0644
 BN0644'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1065 ***********************************************************************
 DN1065  DESIGNATION -  ECTOR
 DN1065  PID         -  DN1065
 DN1065  STATE/COUNTY-  TX/FANNIN
 DN1065  USGS QUAD   -  ECTOR (1984)
 DN1065
 DN1065                         *CURRENT SURVEY CONTROL
 DN1065  ___________________________________________________________________
 DN1065* NAD 83(1993)-  33 34 51.76865(N)    096 17 29.29314(W)     ADJUSTED  
 DN1065* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 DN1065  ___________________________________________________________________
 DN1065  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DN1065  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DN1065
 DN1065  HORZ ORDER  -  THIRD
 DN1065
 DN1065.The horizontal coordinates were established by classical geodetic methods
 DN1065.and adjusted by the National Geodetic Survey in February 1996..
 DN1065
 DN1065.The orthometric height was scaled from a topographic map.
 DN1065
 DN1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1065
 DN1065.The geoid height was determined by GEOID03.
 DN1065
 DN1065;                    North         East     Units Scale Factor Converg.
 DN1065;SPC TXNC     - 2,214,444.124   804,998.257   MT  0.99991520   +1 12 16.3
 DN1065;SPC TXNC     - 7,265,222.10  2,641,065.11   sFT  0.99991520   +1 12 16.3
 DN1065;UTM  14      - 3,718,992.859   751,384.719   MT  1.00037916   +1 29 56.1
 DN1065
 DN1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1065!SPC TXNC     -   0.99997348  x   0.99991520  =   0.99988868
 DN1065!UTM  14      -   0.99997348  x   1.00037916  =   1.00035263
 DN1065
 DN1065|---------------------------------------------------------------------|
 DN1065| PID    Reference Object                     Distance      Geod. Az  |
 DN1065|                                                           dddmmss.s |
 DN1065| CY1721 ECTOR RM 1                           11.708 METERS 07104     |
 DN1065| CY1722 ECTOR RM 2                           18.084 METERS 18706     |
 DN1065| CY1720 ECTOR AZ MK                                        2793751.7 |
 DN1065| DN1066 SAVOY MUNICIPAL TANK                APPROX. 7.3 KM 2854832.4 |
 DN1065|---------------------------------------------------------------------|
 DN1065
 DN1065                          SUPERSEDED SURVEY CONTROL
 DN1065
 DN1065  NAD 83(1993)-  33 34 51.77020(N)    096 17 29.29096(W) AD(       ) 3
 DN1065  NAD 83(1986)-  33 34 51.77555(N)    096 17 29.28380(W) AD(       ) 3
 DN1065  NAD 27      -  33 34 51.39720(N)    096 17 28.35050(W) AD(       ) 3
 DN1065
 DN1065.Superseded values are not recommended for survey control.
 DN1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1065.See file dsdata.txt to determine how the superseded data were derived.
 DN1065
 DN1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC5138518993(NAD 83)
 DN1065_MARKER: DS = TRIANGULATION STATION DISK
 DN1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1065+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 DN1065
 DN1065  HISTORY     - Date     Condition        Report By
 DN1065  HISTORY     - 1955     MONUMENTED       CGS
 DN1065  HISTORY     - 1957     GOOD             CGS
 DN1065  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 DN1065  HISTORY     - 20020730 GOOD             INDIV
 DN1065
 DN1065                          STATION DESCRIPTION
 DN1065
 DN1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1065'THE STATION IS LOCATED IN A FARMYARD ON THE NORTH SIDE OF
 DN1065'U.S. HIGHWAY 82 ABOUT 1 MILE WEST OF ECTOR, 5 MILES AIRLINE
 DN1065'EAST-SOUTHEAST OF SAVOY, AND 6 MILES AIRLINE WEST OF BONHAM.
 DN1065'
 DN1065'TO REACH THE STATION FROM THE POST OFFICE IN ECTOR, GO SOUTH
 DN1065'0.15 MILE TO A CROSS ROAD.  TURN RIGHT AND GO WEST ON U.S.
 DN1065'HIGHWAY 82 FOR 1.0 MILE TO A FARMHOUSE AND THE STATION ON
 DN1065'THE RIGHT.
 DN1065'
 DN1065'THE STATION MARK IS A STANDARD DISK STAMPED ECTOR 1955 SET
 DN1065'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 DN1065'6 INCHES ABOVE THE GROUND.  IT IS 7 FEET EAST OF A WITNESS
 DN1065'POST, 105 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 DN1065'117 FEET WEST OF THE WEST SIDE OF A FARMHOUSE.
 DN1065'
 DN1065'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ECTOR NO
 DN1065'1 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 DN1065'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTHWEST
 DN1065'OF THE SOUTHWEST CORNER OF A SHED AND THE SAME ELEVATION
 DN1065'AS THE STATION.
 DN1065'
 DN1065'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ECTOR
 DN1065'NO 2 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 DN1065'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 DN1065'EAST OF A FENCE CORNER AND THE SAME ELEVATION AS THE STATION.
 DN1065'
 DN1065'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY
 DN1065'82 AND IS A STANDARD DISK STAMPED ECTOR 1955 SET IN THE TOP
 DN1065'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 DN1065'ABOVE THE GROUND.  IT IS 23 FEET SOUTHWEST OF THE CENTERLINE
 DN1065'OF A DIRT FARM ROAD AND 54 FEET SOUTH OF THE CENTERLINE OF
 DN1065'THE HIGHWAY.
 DN1065'
 DN1065'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S.
 DN1065'HIGHWAY 82 FOR 0.5 MILE TO A SIDE ROAD AND THE AZIMUTH MARK
 DN1065'ON THE LEFT.
 DN1065
 DN1065                          STATION RECOVERY (1957)
 DN1065
 DN1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1065'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1065'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1065'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1065
 DN1065                          STATION RECOVERY (1994)
 DN1065
 DN1065'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1065'MARK NOT FOUND.
 DN1065
 DN1065                          STATION RECOVERY (2002)
 DN1065
 DN1065'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1065'RECOVERED AS DESCRIBED BY THE COAST AND GEODETIC SURVEY IN 1955.
 DN1065'DESCRIPTION IS ADEQUATE WITH EXCEPTION OF CORRECT COORDINATES BEING (N
 DN1065'33 34.866'  W 096 17.482')
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1067 ***********************************************************************
 DN1067  DESIGNATION -  ECTOR CHURCH SPIRE
 DN1067  PID         -  DN1067
 DN1067  STATE/COUNTY-  TX/FANNIN
 DN1067  USGS QUAD   -  ECTOR (1984)
 DN1067
 DN1067                         *CURRENT SURVEY CONTROL
 DN1067  ___________________________________________________________________
 DN1067* NAD 83(1993)-  33 34 29.70265(N)    096 16 16.49263(W)     ADJUSTED  
 DN1067* NAVD 88     -                                                        
 DN1067  ___________________________________________________________________
 DN1067  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DN1067  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DN1067
 DN1067  HORZ ORDER  -  THIRD
 DN1067
 DN1067.The horizontal coordinates were established by classical geodetic methods
 DN1067.and adjusted by the National Geodetic Survey in February 1996..
 DN1067
 DN1067
 DN1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1067
 DN1067.The geoid height was determined by GEOID03.
 DN1067
 DN1067;                    North         East     Units Scale Factor Converg.
 DN1067;SPC TXNC     - 2,213,804.131   806,889.461   MT  0.99991421   +1 12 56.0
 DN1067;SPC TXNC     - 7,263,122.39  2,647,269.84   sFT  0.99991421   +1 12 56.0
 DN1067;UTM  14      - 3,718,362.294   753,280.076   MT  1.00039095   +1 30 35.6
 DN1067
 DN1067                          SUPERSEDED SURVEY CONTROL
 DN1067
 DN1067  NAD 83(1993)-  33 34 29.70490(N)    096 16 16.49071(W) AD(       ) 4
 DN1067  NAD 83(1986)-  33 34 29.70989(N)    096 16 16.48350(W) AD(       ) 4
 DN1067  NAD 27      -  33 34 29.32800(N)    096 16 15.55300(W) AD(       ) 3
 DN1067
 DN1067.Superseded values are not recommended for survey control.
 DN1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1067.See file dsdata.txt to determine how the superseded data were derived.
 DN1067
 DN1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC5328018362(NAD 83)
 DN1067_MARKER: 90 = CHURCH SPIRE
 DN1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1067+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2002
 DN1067
 DN1067  HISTORY     - Date     Condition        Report By
 DN1067  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1067  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 DN1067  HISTORY     - 20020901 GOOD             INDIV
 DN1067
 DN1067                          STATION DESCRIPTION
 DN1067
 DN1067'DESCRIBED BY US POWER SQUADRON 1994
 DN1067'MARK NOT FOUND.
 DN1067
 DN1067                          STATION RECOVERY (2002)
 DN1067
 DN1067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1067'RECOVERED IN GOOD CONDITION.  CORRECTED COORDINATES ARE ( N 33 34.495
 DN1067'W 096 16.271 )
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1068 ***********************************************************************
 DN1068  DESIGNATION -  ECTOR MUNICIPAL TANK
 DN1068  PID         -  DN1068
 DN1068  STATE/COUNTY-  TX/FANNIN
 DN1068  USGS QUAD   -  ECTOR (1984)
 DN1068
 DN1068                         *CURRENT SURVEY CONTROL
 DN1068  ___________________________________________________________________
 DN1068* NAD 83(1993)-  33 34 42.07972(N)    096 16 26.10448(W)     ADJUSTED  
 DN1068* NAVD 88     -                                                        
 DN1068  ___________________________________________________________________
 DN1068  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 DN1068  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DN1068
 DN1068  HORZ ORDER  -  THIRD
 DN1068
 DN1068.The horizontal coordinates were established by classical geodetic methods
 DN1068.and adjusted by the National Geodetic Survey in February 1996..
 DN1068
 DN1068
 DN1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1068
 DN1068.The geoid height was determined by GEOID03.
 DN1068
 DN1068;                    North         East     Units Scale Factor Converg.
 DN1068;SPC TXNC     - 2,214,180.091   806,633.573   MT  0.99991476   +1 12 50.7
 DN1068;SPC TXNC     - 7,264,355.85  2,646,430.31   sFT  0.99991476   +1 12 50.7
 DN1068;UTM  14      - 3,718,737.112   753,022.138   MT  1.00038934   +1 30 30.7
 DN1068
 DN1068                          SUPERSEDED SURVEY CONTROL
 DN1068
 DN1068  NAD 83(1993)-  33 34 42.08119(N)    096 16 26.10241(W) AD(       ) 4
 DN1068  NAD 83(1986)-  33 34 42.08660(N)    096 16 26.09523(W) AD(       ) 4
 DN1068  NAD 27      -  33 34 41.70400(N)    096 16 25.16000(W) AD(       ) 3
 DN1068
 DN1068.Superseded values are not recommended for survey control.
 DN1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1068.See file dsdata.txt to determine how the superseded data were derived.
 DN1068
 DN1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC5302218737(NAD 83)
 DN1068_MARKER: 53 = ELEVATED TANK
 DN1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1068+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 DN1068
 DN1068  HISTORY     - Date     Condition        Report By
 DN1068  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1068  HISTORY     - 1957     GOOD             CGS
 DN1068  HISTORY     - 19940413 GOOD             USPSQD
 DN1068  HISTORY     - 20020725 GOOD             INDIV
 DN1068
 DN1068                          STATION DESCRIPTION
 DN1068
 DN1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1068'STATION IS A SILVER COLOR CYLINDRICAL WATER TANK WHICH IS
 DN1068'ELEVATED ABOUT 85 FEET ABOVE THE GROUND ON A FOUR LEGGED
 DN1068'STRUCTURAL STEEL SCAFFOLD.  THE BALL AT THE PEAK OF THE
 DN1068'CONICAL ROOF WAS INTERSECTED.
 DN1068'
 DN1068'IT IS LOCATED ABOUT 50 YARDS SOUTHWEST OF THE BUSINESS SECTION
 DN1068'OF THE TOWN, 40 YARDS SOUTH OF THE TEXAS AND PACIFIC RAILROAD
 DN1068'TRACKS AND JUST BEHIND THE TEXACO SERVICE STATION AND GROCERY
 DN1068'STORE.  THE NAME ECTOR IN BLACK LETTERS IS PRINTED ON THE SIDE
 DN1068'OF THE TANK.
 DN1068
 DN1068                          STATION RECOVERY (1957)
 DN1068
 DN1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1068'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1068'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1068
 DN1068                          STATION RECOVERY (1994)
 DN1068
 DN1068'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1068'RECOVERED IN GOOD CONDITION.
 DN1068
 DN1068                          STATION RECOVERY (2002)
 DN1068
 DN1068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1068'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0624 ***********************************************************************
 AB0624  DESIGNATION -  ED 10
 AB0624  PID         -  AB0624
 AB0624  STATE/COUNTY-  TX/CAMERON
 AB0624  USGS QUAD   -  RIO HONDO (1980)
 AB0624
 AB0624                         *CURRENT SURVEY CONTROL
 AB0624  ___________________________________________________________________
 AB0624* NAD 83(1986)-  26 13 35.     (N)    097 32 01.     (W)     SCALED    
 AB0624* NAVD 88     -         7.308  (meters)      23.98   (feet)  ADJUSTED  
 AB0624  ___________________________________________________________________
 AB0624  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 AB0624  DYNAMIC HT  -           7.296 (meters)      23.94  (feet)  COMP
 AB0624  MODELED GRAV-     979,049.2   (mgal)                       NAVD 88
 AB0624
 AB0624  VERT ORDER  -  SECOND    CLASS 0
 AB0624
 AB0624.The horizontal coordinates were scaled from a topographic map and have
 AB0624.an estimated accuracy of +/- 6 seconds.
 AB0624
 AB0624.The orthometric height was determined by differential leveling
 AB0624.and adjusted by the National Geodetic Survey in June 1991..
 AB0624
 AB0624.The geoid height was determined by GEOID03.
 AB0624
 AB0624.The dynamic height is computed by dividing the NAVD 88
 AB0624.geopotential number by the normal gravity value computed on the
 AB0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0624.degrees latitude (g = 980.6199 gals.).
 AB0624
 AB0624.The modeled gravity was interpolated from observed gravity values.
 AB0624
 AB0624;                    North         East    Units  Estimated Accuracy
 AB0624;SPC TX S     - 5,062,380.      396,560.      MT  (+/- 180 meters Scaled)
 AB0624
 AB0624                          SUPERSEDED SURVEY CONTROL
 AB0624
 AB0624  NGVD 29 (??/??/92)    7.408  (m)           24.30   (f) ADJ UNCH    2 0
 AB0624
 AB0624.Superseded values are not recommended for survey control.
 AB0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0624.See file dsdata.txt to determine how the superseded data were derived.
 AB0624
 AB0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ464015(NAD 83)
 AB0624_MARKER: DD = SURVEY DISK
 AB0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0624_SP_SET: CULVERT
 AB0624_STAMPING: E D 10 24.01
 AB0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0624
 AB0624  HISTORY     - Date     Condition        Report By
 AB0624  HISTORY     - UNK      MONUMENTED
 AB0624  HISTORY     - 1942     GOOD             NGS
 AB0624  HISTORY     - 1988     GOOD             USPSQD
 AB0624
 AB0624                          STATION DESCRIPTION
 AB0624
 AB0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0624'3.0 MI E FROM RIO HONDO.
 AB0624'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0624'HONDO, CAMERON COUNTY, 2.1 MILES EAST ALONG A PAVED ROAD.  AT A ROAD
 AB0624'INTERSECTION, 51 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 AB0624'ROAD, 16 FEET WEST OF THE NORTH-AND-SOUTH ROAD, AT A SMALL CONCRETE
 AB0624'CULVERT UNDER THE NORTH-AND-SOUTH ROAD, AND IN THE CENTER OF THE TOP
 AB0624'OF THE WEST HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED E D 10
 AB0624'24.01.
 AB0624
 AB0624                          STATION RECOVERY (1988)
 AB0624
 AB0624'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1657 ***********************************************************************
 AB1657  DESIGNATION -  EDCOUCH MUNICIPAL TANK
 AB1657  PID         -  AB1657
 AB1657  STATE/COUNTY-  TX/HIDALGO
 AB1657  USGS QUAD   -  EDCOUCH (1980)
 AB1657
 AB1657                         *CURRENT SURVEY CONTROL
 AB1657  ___________________________________________________________________
 AB1657* NAD 83(1993)-  26 17 48.36343(N)    097 57 49.41291(W)     ADJUSTED  
 AB1657* NAVD 88     -                                                        
 AB1657  ___________________________________________________________________
 AB1657  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AB1657  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AB1657
 AB1657  HORZ ORDER  -  THIRD
 AB1657
 AB1657.The horizontal coordinates were established by classical geodetic methods
 AB1657.and adjusted by the National Geodetic Survey in February 1996..
 AB1657
 AB1657
 AB1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1657
 AB1657.The geoid height was determined by GEOID03.
 AB1657
 AB1657;                    North         East     Units Scale Factor Converg.
 AB1657;SPC TX S     - 5,069,925.190   353,553.147   MT  0.99996978   +0 14 36.5
 AB1657;SPC TX S     -16,633,579.56  1,159,948.95   sFT  0.99996978   +0 14 36.5
 AB1657;UTM  14      - 2,908,964.134   603,449.394   MT  0.99973213   +0 27 32.9
 AB1657
 AB1657                          SUPERSEDED SURVEY CONTROL
 AB1657
 AB1657  NAD 83(1986)-  26 17 48.37065(N)    097 57 49.37642(W) AD(       ) 4
 AB1657  NAD 27      -  26 17 47.11504(N)    097 57 48.36968(W) AD(       ) 3
 AB1657
 AB1657.Superseded values are not recommended for survey control.
 AB1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1657.See file dsdata.txt to determine how the superseded data were derived.
 AB1657
 AB1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ0344908964(NAD 83)
 AB1657_MARKER: 53 = ELEVATED TANK
 AB1657
 AB1657  HISTORY     - Date     Condition        Report By
 AB1657  HISTORY     - 1947     FIRST OBSERVED   CGS
 AB1657
 AB1657                          STATION DESCRIPTION
 AB1657
 AB1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1657'STATION IS LOCATED IN THE NORTH SECTION OF EDCOUCH, 0.2 MILE
 AB1657'NORTH OF STATE HIGHWAY 107 AND 150 FEET SOUTH OF THE RAILROAD
 AB1657'TRACKS.  IT IS A CONICAL SHAPED WATER TANK ATOP A FOUR-LEGGED
 AB1657'STEEL STRUCTURE ABOUT 100 FEET HIGH AND IS PAINTED SILVER.  THE
 AB1657'POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0591 ***********************************************************************
 CA0591  DESIGNATION -  EDEN
 CA0591  PID         -  CA0591
 CA0591  STATE/COUNTY-  TX/CONCHO
 CA0591  USGS QUAD   -  EDEN (1970)
 CA0591
 CA0591                         *CURRENT SURVEY CONTROL
 CA0591  ___________________________________________________________________
 CA0591* NAD 83(1986)-  31 12 57.     (N)    099 50 43.     (W)     SCALED    
 CA0591* NAVD 88     -       625.104  (meters)    2050.86   (feet)  ADJUSTED  
 CA0591  ___________________________________________________________________
 CA0591  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CA0591  DYNAMIC HT  -         624.236 (meters)    2048.01  (feet)  COMP
 CA0591  MODELED GRAV-     979,231.3   (mgal)                       NAVD 88
 CA0591
 CA0591  VERT ORDER  -  FIRST     CLASS II
 CA0591
 CA0591.The horizontal coordinates were scaled from a topographic map and have
 CA0591.an estimated accuracy of +/- 6 seconds.
 CA0591
 CA0591.The orthometric height was determined by differential leveling
 CA0591.and adjusted by the National Geodetic Survey in June 1991..
 CA0591
 CA0591.The geoid height was determined by GEOID03.
 CA0591
 CA0591.The dynamic height is computed by dividing the NAVD 88
 CA0591.geopotential number by the normal gravity value computed on the
 CA0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0591.degrees latitude (g = 980.6199 gals.).
 CA0591
 CA0591.The modeled gravity was interpolated from observed gravity values.
 CA0591
 CA0591;                    North         East    Units  Estimated Accuracy
 CA0591;SPC TX C     - 3,171,840.      746,500.      MT  (+/- 180 meters Scaled)
 CA0591
 CA0591                          SUPERSEDED SURVEY CONTROL
 CA0591
 CA0591.No superseded survey control is available for this station.
 CA0591
 CA0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV194538(NAD 83)
 CA0591_MARKER: DB = BENCH MARK DISK
 CA0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0591_SP_SET: BUILDING
 CA0591_STAMPING: EDEN 1933
 CA0591_MARK LOGO: CGS   
 CA0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA0591+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 CA0591
 CA0591  HISTORY     - Date     Condition        Report By
 CA0591  HISTORY     - 1933     MONUMENTED       CGS
 CA0591  HISTORY     - 1970     GOOD             USGS
 CA0591  HISTORY     - 1981     GOOD             NGS
 CA0591  HISTORY     - 19991231 GOOD             USPSQD
 CA0591  HISTORY     - 20050727 GOOD             USPSQD
 CA0591
 CA0591                          STATION DESCRIPTION
 CA0591
 CA0591'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CA0591'IN EDEN.
 CA0591'AT EDEN, AT THE SW CORNER OF THE EDEN STATE BANK AND IN THE SOUTH
 CA0591'CONCRETE WALL OF THE BUILDING.  SET VERTICALLY.  A STD DISC, STAMPED
 CA0591'EDEN 1933.
 CA0591
 CA0591                          STATION RECOVERY (1981)
 CA0591
 CA0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0591'IN EDEN, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST CORNER OF
 CA0591'THE EDEN STATE BANK AT THE INTERSECTION OF MAIN AND MARKET STREETS
 CA0591'(U.S. HIGHWAY 83), 17.5 METERS (57.4 FT) NORTH OF THE CENTER OF MAIN
 CA0591'STREET, 10.2 METERS (33.5 FT) EAST OF THE CENTERLINE OF MARKET STREET,
 CA0591'5.0 METERS (16.4 FT) WEST OF THE CENTER OF THE BANK ENTRANCE AND 0.9
 CA0591'METER (3.0 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 CA0591'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
 CA0591
 CA0591                          STATION RECOVERY (1999)
 CA0591
 CA0591'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0591'RECOVERED IN GOOD CONDITION.
 CA0591
 CA0591                          STATION RECOVERY (2005)
 CA0591
 CA0591'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CA0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2161 ***********************************************************************
 BL2161  DESIGNATION -  EDEN
 BL2161  PID         -  BL2161
 BL2161  STATE/COUNTY-  TX/POLK
 BL2161  USGS QUAD   -  CARMONA (1984)
 BL2161
 BL2161                         *CURRENT SURVEY CONTROL
 BL2161  ___________________________________________________________________
 BL2161* NAD 83(1993)-  30 59 37.03000(N)    094 53 49.89523(W)     ADJUSTED  
 BL2161* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 BL2161  ___________________________________________________________________
 BL2161  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BL2161  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2161
 BL2161  HORZ ORDER  -  THIRD
 BL2161
 BL2161.The horizontal coordinates were established by classical geodetic methods
 BL2161.and adjusted by the National Geodetic Survey in February 1996..
 BL2161
 BL2161.The orthometric height was scaled from a topographic map.
 BL2161
 BL2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2161
 BL2161.The geoid height was determined by GEOID03.
 BL2161
 BL2161;                    North         East     Units Scale Factor Converg.
 BL2161;SPC TX C     - 3,159,781.612 1,218,941.128   MT  0.99988175   +2 47 59.8
 BL2161;SPC TX C     -10,366,716.84  3,999,142.68   sFT  0.99988175   +2 47 59.8
 BL2161;UTM  15      - 3,430,439.507   318,854.724   MT  1.00000477   -0 58 38.0
 BL2161
 BL2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2161!SPC TX C     -   0.99998830  x   0.99988175  =   0.99987005
 BL2161!UTM  15      -   0.99998830  x   1.00000477  =   0.99999307
 BL2161
 BL2161:                Primary Azimuth Mark                     Grid Az
 BL2161:SPC TX C     -  CORRIGAN MUNICIPAL TANK                  082 34 35.2
 BL2161:UTM  15      -  CORRIGAN MUNICIPAL TANK                  086 21 13.0
 BL2161
 BL2161|---------------------------------------------------------------------|
 BL2161| PID    Reference Object                     Distance      Geod. Az  |
 BL2161|                                                           dddmmss.s |
 BL2161| BL2156 CORRIGAN MUNICIPAL TANK             APPROX. 6.8 KM 0852235.0 |
 BL2161| CV7556 EDEN RM 1                            14.283 METERS 13931     |
 BL2161| CV7557 EDEN RM 2                            14.838 METERS 25215     |
 BL2161| BL2163 CARMONA RAGLEY LUMBER CO TANK       APPROX. 5.3 KM 2645105.6 |
 BL2161| CV7555 EDEN AZ MK                                         3465434.1 |
 BL2161|---------------------------------------------------------------------|
 BL2161
 BL2161                          SUPERSEDED SURVEY CONTROL
 BL2161
 BL2161  NAD 83(1986)-  30 59 37.04094(N)    094 53 49.88268(W) AD(       ) 3
 BL2161  NAD 27      -  30 59 36.36300(N)    094 53 49.12600(W) AD(       ) 3
 BL2161
 BL2161.Superseded values are not recommended for survey control.
 BL2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2161.See file dsdata.txt to determine how the superseded data were derived.
 BL2161
 BL2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ1885530440(NAD 83)
 BL2161_MARKER: DS = TRIANGULATION STATION DISK
 BL2161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BL2161
 BL2161  HISTORY     - Date     Condition        Report By
 BL2161  HISTORY     - 1949     MONUMENTED       CGS
 BL2161
 BL2161                          STATION DESCRIPTION
 BL2161
 BL2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2161'THE STATION IS LOCATED ABOUT 4.0 MILES WEST OF CORRIGAN
 BL2161'ON A LOW SANDY HILL THAT IS COVERED WITH SCRUB OAK TREES.
 BL2161'IT IS ABOUT 175 YARDS NORTH OF THE CENTER OF U.S. HIGHWAY
 BL2161'NO. 287 AND 4.7 FEET EAST OF A WITNESS POST.  IT IS A STANDARD
 BL2161'U.S.C. AND G.S. DISK WELDED TO THE TOP OF A THREE INCH CAST
 BL2161'IRON PIPE.  IT PROJECTS 6 INCHES AND IS STAMPED EDEN 1949.
 BL2161'
 BL2161'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. DISK
 BL2161'WELDED TO THE TOP OF A THREE INCH CAST IRON PIPE.  IT IS
 BL2161'ON THE EAST SLOPE OF THE HILL ABOUT 2.0 FEET BELOW THE ELEVATION
 BL2161'OF THE STATION.  IT PROJECTS 3 INCHES AND IS STAMPED EDEN
 BL2161'NO 1 1949.
 BL2161'
 BL2161'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. DISK WELDED
 BL2161'TO THE TOP OF A THREE INCH CAST IRON PIPE.  IT IS ON THE
 BL2161'WEST SLOPE OF THE HILL ABOUT 2.0 FEET BELOW THE ELEVATION
 BL2161'OF THE STATION.  IT PROJECTS 7 INCHES AND IS STAMPED EDEN
 BL2161'NO 2 19491
 BL2161'
 BL2161'THE AZIMUTH MARK IS 12.0 FEET WEST OF THE CENTER OF A DIRT
 BL2161'ROAD AND 2.0 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  IT
 BL2161'PROJECTS 4 INCHES AND IS STAMPED EDEN 1949.
 BL2161'
 BL2161'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 BL2161'59 AND U.S. HIGHWAY NO. 287 IN CORRIGAN, GO WEST ON U.S.
 BL2161'HIGHWAY NO. 287 FOR 4.2 MILES TO THE TOP OF RIDGE AND STATION
 BL2161'ON THE RIGHT AS DESCRIBED.
 BL2161'
 BL2161'TO REACH THE AZIMUTH MARK FROM A POINT ON U.S. HIGHWAY NO.
 BL2161'287 DUE SOUTH OF THE STATION, GO WEST ON U.S. HIGHWAY NO.
 BL2161'287 FOR 0.05 OF A MILE TO A ROAD LEADING RIGHT THROUGH A
 BL2161'LARGE WOODEN GATE.  TURN RIGHT THROUGH GATE AND GO NORTHERLY
 BL2161'ON DIRT ROAD FOR 0.35 OF A MILE AND AZIMUTH MARK ON THE LEFT
 BL2161'AS DESCRIBED.
 BL2161'
 BL2161'A 74 FOOT SIGNAL AT STATION CORRIGAN IS VISIBLE AT 37 FEET.
 BL2161'
 BL2161'A 103 FOOT SIGNAL AT STATION MOSCOW IS VISIBLE AT 20 FEET.
 BL2161'
 BL2161'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9955 ***********************************************************************
 AG9955  DESIGNATION -  EDEN ET
 AG9955  PID         -  AG9955
 AG9955  STATE/COUNTY-  TX/COMAL
 AG9955  USGS QUAD   -  DEVILS BACKBONE (1989)
 AG9955
 AG9955                         *CURRENT SURVEY CONTROL
 AG9955  ___________________________________________________________________
 AG9955* NAD 83(1993)-  29 57 03.85504(N)    098 13 27.86693(W)     ADJUSTED  
 AG9955* NAVD 88     -       366.1    (meters)    1201.     (feet)  VERTCON   
 AG9955  ___________________________________________________________________
 AG9955  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 AG9955  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AG9955
 AG9955  HORZ ORDER  -  THIRD
 AG9955
 AG9955.The horizontal coordinates were established by classical geodetic methods
 AG9955.and adjusted by the National Geodetic Survey in July 1998..
 AG9955
 AG9955.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG9955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG9955
 AG9955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9955
 AG9955.The geoid height was determined by GEOID03.
 AG9955
 AG9955;                    North         East     Units Scale Factor Converg.
 AG9955;SPC TXSC     - 4,234,953.774   674,864.250   MT  0.99992090   +0 22 47.9
 AG9955;SPC TXSC     -13,894,177.51  2,214,117.13   sFT  0.99992090   +0 22 47.9
 AG9955;UTM  14      - 3,313,616.538   574,841.927   MT  0.99966911   +0 23 14.1
 AG9955
 AG9955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9955!SPC TXSC     -   0.99994641  x   0.99992090  =   0.99986731
 AG9955!UTM  14      -   0.99994641  x   0.99966911  =   0.99961554
 AG9955
 AG9955                          SUPERSEDED SURVEY CONTROL
 AG9955
 AG9955  NGVD 29 (07/28/98)  366.0    (m)         1201.     (f) VERT ANG       
 AG9955
 AG9955.Superseded values are not recommended for survey control.
 AG9955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9955.See file dsdata.txt to determine how the superseded data were derived.
 AG9955
 AG9955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU7484213617(NAD 83)
 AG9955_MARKER: DS = TRIANGULATION STATION DISK
 AG9955
 AG9955  HISTORY     - Date     Condition        Report By
 AG9955  HISTORY     - 1963     MONUMENTED       USGS
 AG9955
 AG9955                          STATION DESCRIPTION
 AG9955
 AG9955'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AG9955'STATION LOCATED ABOUT 16 MI. (AIRLINE) SE. OF BLANCO, 18 MI. NW. OF
 AG9955'SAN MARCOS, ALONG STATE HIGHWAY 46 ON THE SE. SLOPE OF A HIGH NE. BY
 AG9955'SW. RIDGE, AT THE ENTRANCE TO THE W. F. EDENS PROPERTY.
 AG9955'TO REACH FROM BLANCO, PROCEED SOUTHERLY ALONG U.S. HIGHWAY 281 1.9 MI.
 AG9955'TO THE JUNCTION OF STATE HIGHWAY 46, THENCE SOUTHEASTERLY 14.3 MI. TO
 AG9955'THE ENTRANCE TO W. F. EDENS RANCH, AND STATION, 50.5 FT. NW.
 AG9955'CENTERLINE RANCH DRIVEWAY, 50 FT. SW. CENTERLINE HIGHWAY, 2.2 FT. NE.
 AG9955'OF RIGHT-OF-WAY FENCE.
 AG9955'STATION MARK--STANDARD TABLET SET IN THE TOP OF A CONCRETE POST,
 AG9955'STAMPED---EDEN-ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1131 ***********************************************************************
 CA1131  DESIGNATION -  EDEN MUNICIPAL TANK
 CA1131  PID         -  CA1131
 CA1131  STATE/COUNTY-  TX/CONCHO
 CA1131  USGS QUAD   -  EDEN (1970)
 CA1131
 CA1131                         *CURRENT SURVEY CONTROL
 CA1131  ___________________________________________________________________
 CA1131* NAD 83(1993)-  31 13 13.43760(N)    099 51 00.98907(W)     ADJUSTED  
 CA1131* NAVD 88     -                                                        
 CA1131  ___________________________________________________________________
 CA1131  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CA1131  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CA1131
 CA1131  HORZ ORDER  -  THIRD
 CA1131
 CA1131.The horizontal coordinates were established by classical geodetic methods
 CA1131.and adjusted by the National Geodetic Survey in February 1996..
 CA1131
 CA1131
 CA1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1131
 CA1131.The geoid height was determined by GEOID03.
 CA1131
 CA1131;                    North         East     Units Scale Factor Converg.
 CA1131;SPC TX C     - 3,172,339.663   746,022.455   MT  0.99988902   +0 14 55.7
 CA1131;SPC TX C     -10,407,917.71  2,447,575.34   sFT  0.99988902   +0 14 55.7
 CA1131;UTM  14      - 3,454,339.625   419,013.526   MT  0.99968090   -0 26 26.7
 CA1131
 CA1131                          SUPERSEDED SURVEY CONTROL
 CA1131
 CA1131  NAD 83(1986)-  31 13 13.44541(N)    099 51 00.97497(W) AD(       ) 4
 CA1131  NAD 27      -  31 13 12.85194(N)    099 50 59.71205(W) AD(       ) 3
 CA1131
 CA1131.Superseded values are not recommended for survey control.
 CA1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1131.See file dsdata.txt to determine how the superseded data were derived.
 CA1131
 CA1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1901454340(NAD 83)
 CA1131_MARKER: 53 = ELEVATED TANK
 CA1131
 CA1131  HISTORY     - Date     Condition        Report By
 CA1131  HISTORY     - 1971     FIRST OBSERVED   NGS
 CA1131  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA1131
 CA1131                          STATION DESCRIPTION
 CA1131
 CA1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1131'THE INTERSECTED STATION IS THE EDEN MUNICIPAL WATER TANK,
 CA1131'LOCATED IN THE NORTHWEST PART OF EDEN, TEXAS, ABOUT 1-1/2
 CA1131'BLOCKS WEST OF THE HOSPITAL.  IT IS ABOUT 125 FEET HIGH,
 CA1131'AND IS 190 FEET SOUTH OF EAKER STREET, AND 45 FEET WEST
 CA1131'OF BALLARD STREET.
 CA1131'
 CA1131'THE POINT OBSERVED IS THE BALL FINIAL ON THE TOP OF THE TANK.
 CA1131'THERE IS NO CLEARANCE LIGHT.
 CA1131'
 CA1131'(INTERSECTED FROM CURRY USC AND GS 1943, WOOD ET 1971, AND
 CA1131'MAV ET 1967)
 CA1131
 CA1131                          STATION RECOVERY (1999)
 CA1131
 CA1131'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1081 ***********************************************************************
 CA1081  DESIGNATION -  EDGAR
 CA1081  PID         -  CA1081
 CA1081  STATE/COUNTY-  TX/SAN SABA
 CA1081  USGS QUAD   -  ELM GROVE (1979)
 CA1081
 CA1081                         *CURRENT SURVEY CONTROL
 CA1081  ___________________________________________________________________
 CA1081* NAD 83(1993)-  31 24 04.21023(N)    099 03 59.29120(W)     ADJUSTED  
 CA1081* NAVD 88     -       464.9    (meters)    1525.     (feet)  VERTCON   
 CA1081  ___________________________________________________________________
 CA1081  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 CA1081  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CA1081
 CA1081  HORZ ORDER  -  THIRD
 CA1081
 CA1081.The horizontal coordinates were established by classical geodetic methods
 CA1081.and adjusted by the National Geodetic Survey in February 1996..
 CA1081
 CA1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1081
 CA1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1081
 CA1081.The geoid height was determined by GEOID03.
 CA1081
 CA1081;                    North         East     Units Scale Factor Converg.
 CA1081;SPC TX C     - 3,192,966.504   820,467.469   MT  0.99990600   +0 39 09.0
 CA1081;SPC TX C     -10,475,590.94  2,691,817.02   sFT  0.99990600   +0 39 09.0
 CA1081;UTM  14      - 3,474,064.887   493,681.112   MT  0.99960049   -0 02 04.7
 CA1081
 CA1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1081!SPC TX C     -   0.99993089  x   0.99990600  =   0.99983690
 CA1081!UTM  14      -   0.99993089  x   0.99960049  =   0.99953141
 CA1081
 CA1081:                Primary Azimuth Mark                     Grid Az
 CA1081:SPC TX C     -  ADAMS                                    181 41 25.1
 CA1081:UTM  14      -  ADAMS                                    182 22 38.8
 CA1081
 CA1081|---------------------------------------------------------------------|
 CA1081| PID    Reference Object                     Distance      Geod. Az  |
 CA1081|                                                           dddmmss.s |
 CA1081| CA1083 ADAMS                               APPROX. 8.7 KM 1822034.1 |
 CA1081|---------------------------------------------------------------------|
 CA1081
 CA1081                          SUPERSEDED SURVEY CONTROL
 CA1081
 CA1081  NAD 83(1986)-  31 24 04.21945(N)    099 03 59.27716(W) AD(       ) 3
 CA1081  NAD 27      -  31 24 03.64056(N)    099 03 58.10958(W) AD(       ) 3
 CA1081  NGVD 29 (07/19/86)  464.8    (m)         1525.     (f) VERT ANG       
 CA1081
 CA1081.Superseded values are not recommended for survey control.
 CA1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1081.See file dsdata.txt to determine how the superseded data were derived.
 CA1081
 CA1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV9368174065(NAD 83)
 CA1081_MARKER: DD = SURVEY DISK
 CA1081_SETTING: 80 = SET IN A BOULDER
 CA1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1081+STABILITY: SURFACE MOTION
 CA1081
 CA1081  HISTORY     - Date     Condition        Report By
 CA1081  HISTORY     - 1947     MONUMENTED       USGS
 CA1081
 CA1081                          STATION DESCRIPTION
 CA1081
 CA1081'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CA1081'STATION LOCATED ON PROPERTY OWNED BY THE KEENE ESTATE OF MERCURY,
 CA1081'ABOUT 6 MI. E. OF MERCURY, 2.5 MI. NW. OF HOLT, AND 5.75 MI. W. OF
 CA1081'BOWSER, 638 FT. SW. OF THE FARM HOUSE OF STEVE BROWN, 295 FT. S. FROM
 CA1081'THE CENTER OF AN E-W. RD., 439 FT. W. FROM A N-S. FENCE, ON SUMMIT OF
 CA1081'ROCK WOODED KNOLL SURROUNDED BY CULTIVATED FIELD.
 CA1081'
 CA1081'STATION MARK--STANDARD TABLET STAMPED ---EDGAR 1947---, IN BOULDER
 CA1081'FLUSH WITH GROUND.
 CA1081'
 CA1081'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN ROCK OUTCROP,
 CA1081'72.40 FT. FROM STATION, N 37 DEG 57 MIN E.
 CA1081'
 CA1081'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN ROCK OUTCROP,
 CA1081'88.40 FT. FROM STATION, N 30 DEG 29 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1355 ***********************************************************************
 AJ1355  DESIGNATION -  EDGE
 AJ1355  PID         -  AJ1355
 AJ1355  STATE/COUNTY-  TX/WEBB
 AJ1355  USGS QUAD   -  MILLS BENNETT SW (1968)
 AJ1355
 AJ1355                         *CURRENT SURVEY CONTROL
 AJ1355  ___________________________________________________________________
 AJ1355* NAD 83(1993)-  27 32 24.67835(N)    098 57 59.27593(W)     ADJUSTED  
 AJ1355* NAVD 88     -       287.4    (meters)     943.     (feet)  VERTCON   
 AJ1355  ___________________________________________________________________
 AJ1355  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ1355  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AJ1355
 AJ1355  HORZ ORDER  -  FIRST
 AJ1355
 AJ1355.The horizontal coordinates were established by classical geodetic methods
 AJ1355.and adjusted by the National Geodetic Survey in February 1996..
 AJ1355
 AJ1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1355
 AJ1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1355
 AJ1355.The geoid height was determined by GEOID03.
 AJ1355
 AJ1355;                    North         East     Units Scale Factor Converg.
 AJ1355;SPC TX S     - 5,207,658.730   253,927.216   MT  0.99993890   -0 12 42.4
 AJ1355;SPC TX S     -17,085,460.35    833,092.87   sFT  0.99993890   -0 12 42.4
 AJ1355;UTM  14      - 3,046,268.833   503,311.083   MT  0.99960014   +0 00 55.8
 AJ1355
 AJ1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1355!SPC TX S     -   0.99995874  x   0.99993890  =   0.99989764
 AJ1355!UTM  14      -   0.99995874  x   0.99960014  =   0.99955890
 AJ1355
 AJ1355:                Primary Azimuth Mark                     Grid Az
 AJ1355:SPC TX S     -  EDGE RM 3                                043 38 10.3
 AJ1355:UTM  14      -  EDGE RM 3                                043 24 32.1
 AJ1355
 AJ1355|---------------------------------------------------------------------|
 AJ1355| PID    Reference Object                     Distance      Geod. Az  |
 AJ1355|                                                           dddmmss.s |
 AJ1355| CV3139 EDGE RM 3                                          0432527.9 |
 AJ1355| CV3137 EDGE RM 1                                          09104     |
 AJ1355| AJ1354 OILTON TV STA KZTV KVTV MAST        APPROX. 2.6 KM 1732050.0 |
 AJ1355| AJ1317 OILTON FAA ARSR DOME                APPROX. 4.6 KM 1840806.8 |
 AJ1355| AJ1356 OILTON HOUSTON PIPELINE MAST        APPROX. 2.2 KM 1942851.1 |
 AJ1355| CV3138 EDGE RM 2                            16.460 METERS 21342     |
 AJ1355|---------------------------------------------------------------------|
 AJ1355
 AJ1355                          SUPERSEDED SURVEY CONTROL
 AJ1355
 AJ1355  NAD 83(1986)-  27 32 24.68068(N)    098 57 59.24993(W) AD(       ) 1
 AJ1355  NAD 27      -  27 32 23.58911(N)    098 57 58.15098(W) AD(       ) 1
 AJ1355  NGVD 29 (07/19/86)  287.4    (m)          943.     (f) VERT ANG       
 AJ1355
 AJ1355.Superseded values are not recommended for survey control.
 AJ1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1355.See file dsdata.txt to determine how the superseded data were derived.
 AJ1355
 AJ1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR0331146269(NAD 83)
 AJ1355_MARKER: DS = TRIANGULATION STATION DISK
 AJ1355_SETTING: 80 = SET IN A BOULDER
 AJ1355_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 AJ1355
 AJ1355  HISTORY     - Date     Condition        Report By
 AJ1355  HISTORY     - 1974     MONUMENTED       NGS
 AJ1355
 AJ1355                          STATION DESCRIPTION
 AJ1355
 AJ1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1355'RM 1 TO RM 2 NOT MEASURED.
 AJ1355'
 AJ1355'THE STATION IS ABOUT 11 MILES NORTHWEST OF BRUNI, 10 MILES NORTHEAST
 AJ1355'OF AGUILARES, 5 MILES NORTH OF OILTON AND ON PROPERTY OWNED BY MR.
 AJ1355'GENE WALKER, 1512 CORTEZ, LAREDO, TELEPHONE 723-6797.
 AJ1355'
 AJ1355'TO REACH THE STATION FROM THE POST OFFICE IN OILTON, GO EAST ON STATE
 AJ1355'HIGHWAY 359 FOR 0.05 MILE TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT
 AJ1355'AND GO NORTH ON THE ROAD FOR 3.55 MILES TO A CATTLE GUARD.
 AJ1355'CONTINUE NORTHERLY ON THE MAIN ROAD FOR 2.2 MILES TO A CATTLE GUARD
 AJ1355'AND DIM CROSSROAD.  TURN LEFT AND GO WEST ALONG THE NORTH SIDE OF
 AJ1355'A FENCE ON A DIRT ROAD FOR 0.15 MILE TO REFERENCE MARK 3 ON THE
 AJ1355'LEFT.  CONTINUE WEST FOR 0.1 MILE TO A GATE.  PASS THROUGH THIS
 AJ1355'GATE, TURN SHARP LEFT AND PASS THROUGH ANOTHER GATE AND GO SOUTH
 AJ1355'ALONG THE EAST SIDE OF A FENCE ON A DIM TRACK ROAD FOR 0.3 MILE TO
 AJ1355'THE STATION ON THE LEFT.
 AJ1355'
 AJ1355'THE STATION MARK IS A STANDARD DISK, STAMPED EDGE 1974, CEMENTED IN A
 AJ1355'DRILL HOLE IN A BOULDER THAT IS ABOUT 4 INCHES UNDER THE GROUND
 AJ1355'SURFACE.  IT IS 19 FEET EAST OF A WITNESS POST AND THE FENCE AND 11
 AJ1355'FEET EAST OF THE CENTER OF THE TRACK ROAD.
 AJ1355'
 AJ1355'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EDGE NO 1 1974, CEMENTED
 AJ1355'IN A DRILL HOLE IN BEDROCK.  IT IS 78.3 FEET EAST OF THE FENCE, 2
 AJ1355'FEET NORTH OF A CAIRN AND ABOUT 2 FEET LOWER THAN THE STATION.
 AJ1355'
 AJ1355'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EDGE NO 2 1974, CEMENTED
 AJ1355'IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND.  IT IS
 AJ1355'55 FEET SOUTH OF THE WITNESS POST, 11.5 FEET EAST OF THE FENCE, 3
 AJ1355'FEET EAST OF THE CENTER OF THE ROAD AND ABOUT THE SAME ELEVATION
 AJ1355'AS THE STATION.
 AJ1355'
 AJ1355'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED EDGE NO 3 1974,
 AJ1355'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 8 INCHES BELOW
 AJ1355'THE GROUND.  IT IS 31 FEET SOUTH OF THE CENTER OF THE ROAD, 2 FEET
 AJ1355'WEST-SOUTHWEST OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 AJ1355'THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AJ1355'
 AJ1355'NEAREST TOWN--OILTON.
 AJ1355'
 AJ1355'HEIGHT OF LIGHT ABOVE STATION MARK 20.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1680 ***********************************************************************
 FL1680  DESIGNATION -  EDGE
 FL1680  PID         -  FL1680
 FL1680  STATE/COUNTY-  TX/HUTCHINSON
 FL1680  USGS QUAD   -  PLEMONS (1978)
 FL1680
 FL1680                         *CURRENT SURVEY CONTROL
 FL1680  ___________________________________________________________________
 FL1680* NAD 83(1993)-  35 46 14.78775(N)    101 16 16.87779(W)     ADJUSTED  
 FL1680* NAVD 88     -       883.     (meters)    2897.     (feet)  SCALED    
 FL1680  ___________________________________________________________________
 FL1680  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 FL1680  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FL1680
 FL1680  HORZ ORDER  -  THIRD
 FL1680
 FL1680.The horizontal coordinates were established by classical geodetic methods
 FL1680.and adjusted by the National Geodetic Survey in February 1996..
 FL1680
 FL1680.The orthometric height was scaled from a topographic map.
 FL1680
 FL1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1680
 FL1680.The geoid height was determined by GEOID03.
 FL1680
 FL1680;                    North         East     Units Scale Factor Converg.
 FL1680;SPC TX N     - 1,196,469.626   220,673.506   MT  0.99992978   +0 07 57.0
 FL1680;SPC TX N     - 3,925,417.43    723,992.99   sFT  0.99992978   +0 07 57.0
 FL1680;UTM  14      - 3,960,904.118   294,680.224   MT  1.00011950   -1 19 41.4
 FL1680
 FL1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1680!SPC TX N     -   0.99986561  x   0.99992978  =   0.99979540
 FL1680!UTM  14      -   0.99986561  x   1.00011950  =   0.99998510
 FL1680
 FL1680:                Primary Azimuth Mark                     Grid Az
 FL1680:SPC TX N     -  WHITE                                    156 09 07.2
 FL1680:UTM  14      -  WHITE                                    157 36 45.6
 FL1680
 FL1680|---------------------------------------------------------------------|
 FL1680| PID    Reference Object                     Distance      Geod. Az  |
 FL1680|                                                           dddmmss.s |
 FL1680| FL1647 WHITE                               APPROX. 4.1 KM 1561704.2 |
 FL1680|---------------------------------------------------------------------|
 FL1680
 FL1680                          SUPERSEDED SURVEY CONTROL
 FL1680
 FL1680  NAD 83(1993)-  35 46 14.78835(N)    101 16 16.87649(W) AD(       ) 3
 FL1680  NAD 83(1986)-  35 46 14.79521(N)    101 16 16.86662(W) AD(       ) 3
 FL1680  NAD 27      -  35 46 14.64851(N)    101 16 15.28917(W) AD(       ) 3
 FL1680
 FL1680.Superseded values are not recommended for survey control.
 FL1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1680.See file dsdata.txt to determine how the superseded data were derived.
 FL1680
 FL1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9468060904(NAD 83)
 FL1680_MARKER: DD = SURVEY DISK
 FL1680_SETTING: 0 = UNSPECIFIED SETTING
 FL1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1680
 FL1680  HISTORY     - Date     Condition        Report By
 FL1680  HISTORY     - 1952     MONUMENTED       USGS
 FL1680
 FL1680                          STATION DESCRIPTION
 FL1680
 FL1680'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1680'TO REACH FROM BORGER POST OFFICE GO S. 2 BLOCKS TO THIRD STREET AND
 FL1680'STATE HIGHWAY 152. TURN LEFT E.,GO 5.9 MI.TO FARM RD.280. TURN LEFT N.
 FL1680'GO 7.5 MI. TO RD. ON RIGHT.  TURN RIGHT E., GO 0.25 MI. TO RD. ON
 FL1680'LEFT.  TURN LEFT N., GO 2.1 MI. TO CATTLE GUARD.  GO THROUGH CATTLE
 FL1680'GUARD, TURN RIGHT E., GO 0.15 MI.  TO RANCH RD.  GO IN YARD, TURN LEFT
 FL1680'N., TO GATE ON LEFT OF CORRAL.  GO THROUGH GATE,  CONTINUE NW. ON RD.
 FL1680'0.5 MI. TO STATION ABOUT 50 FT. W. OF RD. AND ABOUT 300 FT. BEYOND RD.
 FL1680'FORK.
 FL1680'
 FL1680'STATION MARK - STANDARD TABLET IN CONCRETE POST STAMPED--EDGE 1952--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2028 ***********************************************************************
 FL2028  DESIGNATION -  EDGE
 FL2028  PID         -  FL2028
 FL2028  STATE/COUNTY-  TX/ROBERTS
 FL2028  USGS QUAD   -  PAMPA NE (1972)
 FL2028
 FL2028                         *CURRENT SURVEY CONTROL
 FL2028  ___________________________________________________________________
 FL2028* NAD 83(1993)-  35 40 45.92094(N)    100 45 26.65760(W)     ADJUSTED  
 FL2028* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 FL2028  ___________________________________________________________________
 FL2028  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 FL2028  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FL2028
 FL2028  HORZ ORDER  -  FIRST
 FL2028
 FL2028.The horizontal coordinates were established by classical geodetic methods
 FL2028.and adjusted by the National Geodetic Survey in February 1996..
 FL2028
 FL2028.The orthometric height was scaled from a topographic map.
 FL2028
 FL2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2028
 FL2028.The geoid height was determined by GEOID03.
 FL2028
 FL2028;                    North         East     Units Scale Factor Converg.
 FL2028;SPC TX N     - 1,186,563.077   267,219.120   MT  0.99992126   +0 25 49.3
 FL2028;SPC TX N     - 3,892,915.70    876,701.40   sFT  0.99992126   +0 25 49.3
 FL2028;UTM  14      - 3,949,815.500   340,962.676   MT  0.99991168   -1 01 30.8
 FL2028
 FL2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2028!SPC TX N     -   0.99985602  x   0.99992126  =   0.99977730
 FL2028!UTM  14      -   0.99985602  x   0.99991168  =   0.99976772
 FL2028
 FL2028|---------------------------------------------------------------------|
 FL2028| PID    Reference Object                     Distance      Geod. Az  |
 FL2028|                                                           dddmmss.s |
 FL2028| CK8609 EDGE RM 1                            24.788 METERS 01601     |
 FL2028| FL2027 AMARILLO KANSAS CITY AWY BCN 6      APPROX. 9.0 KM 0570338.9 |
 FL2028| CK8610 EDGE RM 2                            23.704 METERS 25555     |
 FL2028| FL0566 C 543                                              2681852.1 |
 FL2028|---------------------------------------------------------------------|
 FL2028
 FL2028                          SUPERSEDED SURVEY CONTROL
 FL2028
 FL2028  NAD 83(1993)-  35 40 45.92187(N)    100 45 26.65682(W) AD(       ) 1
 FL2028  NAD 83(1986)-  35 40 45.92640(N)    100 45 26.64642(W) AD(       ) 1
 FL2028  NAD 27      -  35 40 45.77300(N)    100 45 25.13600(W) AD(       ) 1
 FL2028
 FL2028.Superseded values are not recommended for survey control.
 FL2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2028.See file dsdata.txt to determine how the superseded data were derived.
 FL2028
 FL2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4096349815(NAD 83)
 FL2028_MARKER: DS = TRIANGULATION STATION DISK
 FL2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2028
 FL2028  HISTORY     - Date     Condition        Report By
 FL2028  HISTORY     - 1951     MONUMENTED       CGS
 FL2028  HISTORY     - 1951     GOOD             CGS
 FL2028  HISTORY     - 1960     GOOD             USAF
 FL2028
 FL2028                          STATION DESCRIPTION
 FL2028
 FL2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2028'THE STATION IS LOCATED ABOUT 8 MILES WEST OF MIAMI AND ABOUT
 FL2028'10 MILES NORTH AND 11 MILES EAST OF PAMPA ON LAND THAT IS NOW
 FL2028'FARMED BY MR. W.R. HOLLAND, WHO LIVES ABOUT 0.5 MILE NORTH OF
 FL2028'STATION SITE.  IT IS 50 FEET NORTH OF CENTER OF FARM ROAD 282,
 FL2028'20 FEET WEST OF FENCE AND 20 FEET NORTH OF FENCE.  THE STATION
 FL2028'IS MARKED BY A WHITE WITNESS POST SET IN FENCE LINE 20 FEET
 FL2028'SOUTH OF STATION.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 FL2028'STAMPED EDGE 1951.
 FL2028'
 FL2028'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF FENCE LINE.  THE MARK
 FL2028'PROJECTS 4 INCHES AND THE DISK IS STAMPED EDGE NO 1 1951.
 FL2028'
 FL2028'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF FENCE LINE AND 30 FEET
 FL2028'NORTH OF CENTER OF FARM ROAD 282.  THE MARK PROJECTS 1 INCH
 FL2028'AND THE DISK IS STAMPED EDGE NO 2 1951.
 FL2028'
 FL2028'BENCH MARK C-543 IS THE AZIMUTH MARK.  THE MARK IS A 6 X 6 INCH
 FL2028'PRECAST CONCRETE POST THAT PROJECTS 7 INCHES.  IT IS 60 FEET SOUTH
 FL2028'OF THE CENTER OF FARM ROAD 282, 1 FOOT NORTH OF FENCE LINE AND
 FL2028'1 FOOT EAST OF A WHITE WITNESS POST.  THE DISK IS STAMPED
 FL2028'C-543 1935.
 FL2028'
 FL2028'TO REACH THE STATION FROM THE POSTOFFICE IN PAMPA, GO NORTHERLY
 FL2028'ON BALLARD AND DUNCAN STREETS 0.8 MILE TO SOUTHEAST CORNER OF HIGH
 FL2028'SCHOOL.  CONTINUE NORTH ON STATE ROUTE 70 FOR 6 MILES TO THE
 FL2028'JUNCTION OF FARM ROAD 282.  TURN RIGHT AND GO EAST AND NORTH
 FL2028'13.5 MILES TO THE AZIMUTH MARK ON THE RIGHT SIDE OF ROAD AS
 FL2028'DESCRIBED.  CONTINUE EAST FOR 1.0 MILE TO STATION AS DESCRIBED.
 FL2028'THERE IS A CATTLE GUARD 0.15 MILE WEST OF STATION WHERE ONE MAY
 FL2028'ENTER PASTURE.
 FL2028
 FL2028                          STATION RECOVERY (1951)
 FL2028
 FL2028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (MJT)
 FL2028'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE RECOVERED AND
 FL2028'IN GOOD CONDITION.
 FL2028
 FL2028                          STATION RECOVERY (1960)
 FL2028
 FL2028'RECOVERY NOTE BY US AIR FORCE 1960
 FL2028'STATION FOUND IN GOOD CONDITION.  ROUTE DESCRIPTION STILL CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1335 ***********************************************************************
 CR1335  DESIGNATION -  EDGEWOOD MUNICIPAL TANK
 CR1335  PID         -  CR1335
 CR1335  STATE/COUNTY-  TX/VAN ZANDT
 CR1335  USGS QUAD   -  EDGEWOOD (1981)
 CR1335
 CR1335                         *CURRENT SURVEY CONTROL
 CR1335  ___________________________________________________________________
 CR1335* NAD 83(1993)-  32 41 56.73005(N)    095 53 09.82608(W)     ADJUSTED  
 CR1335* NAVD 88     -                                                        
 CR1335  ___________________________________________________________________
 CR1335  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CR1335  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CR1335
 CR1335  HORZ ORDER  -  THIRD
 CR1335
 CR1335.The horizontal coordinates were established by classical geodetic methods
 CR1335.and adjusted by the National Geodetic Survey in February 1996..
 CR1335
 CR1335
 CR1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1335
 CR1335.The geoid height was determined by GEOID03.
 CR1335
 CR1335;                    North         East     Units Scale Factor Converg.
 CR1335;SPC TXNC     - 2,117,534.506   845,054.770   MT  0.99989143   +1 25 32.3
 CR1335;SPC TXNC     - 6,947,277.79  2,772,483.86   sFT  0.99989143   +1 25 32.3
 CR1335;UTM  15      - 3,621,612.200   229,436.602   MT  1.00050277   -1 33 36.3
 CR1335
 CR1335                          SUPERSEDED SURVEY CONTROL
 CR1335
 CR1335  NAD 83(1986)-  32 41 56.73727(N)    095 53 09.81210(W) AD(       ) 4
 CR1335  NAD 27      -  32 41 56.27300(N)    095 53 08.93600(W) AD(       ) 3
 CR1335
 CR1335.Superseded values are not recommended for survey control.
 CR1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1335.See file dsdata.txt to determine how the superseded data were derived.
 CR1335
 CR1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2943721612(NAD 83)
 CR1335_MARKER: 53 = ELEVATED TANK
 CR1335
 CR1335  HISTORY     - Date     Condition        Report By
 CR1335  HISTORY     - 1935     FIRST OBSERVED   CGS
 CR1335  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1335
 CR1335                          STATION DESCRIPTION
 CR1335
 CR1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1335'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF EDGEWOOD,
 CR1335'TEXAS.  IT IS LOCATED IN THE CENTER OF THE TOWN, ABOUT 0.15
 CR1335'MILE N OF U.S. HIGHWAY 80, ABOUT 60 FEET S OF THE CENTER LINE
 CR1335'OF OAK STREET, AND ABOUT 70 FEET E OF THE CENTER LINE OF MAPLE
 CR1335'STREET.  THE TANK WAS ERECTED IN 1922 AND IS QUITE PROMINENT.
 CR1335'
 CR1335'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE OVAL
 CR1335'SECTION EXTENDS DOWNWARD ABOUT 15 FEET AND HAS A PLATFORM
 CR1335'AROUND ITS BASE.  THE VERTICAL SECTION IS ABOUT 25 FEET HIGH AND
 CR1335'HAS A CATWALK AND RAIL AROUND ITS BASE.  IT HAS THE WORD EDGEWOOD
 CR1335'IN BLACK ON ITS S SIDE.  THE FLAT CONICAL ROOF HAS A BALL AT ITS
 CR1335'APEX.  THE ENTIRE TANK IS SILVER IN COLOR.  THE TOTAL HEIGHT
 CR1335'IS ABOUT 120 FEET.
 CR1335
 CR1335                          STATION RECOVERY (1995)
 CR1335
 CR1335'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1338 ***********************************************************************
 CR1338  DESIGNATION -  EDGEWOOD STACK
 CR1338  PID         -  CR1338
 CR1338  STATE/COUNTY-  TX/VAN ZANDT
 CR1338  USGS QUAD   -  EDGEWOOD (1981)
 CR1338
 CR1338                         *CURRENT SURVEY CONTROL
 CR1338  ___________________________________________________________________
 CR1338* NAD 83(1993)-  32 41 36.91968(N)    095 53 12.25643(W)     ADJUSTED  
 CR1338* NAVD 88     -                                                        
 CR1338  ___________________________________________________________________
 CR1338  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CR1338  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CR1338
 CR1338  HORZ ORDER  -  THIRD
 CR1338
 CR1338.The horizontal coordinates were established by classical geodetic methods
 CR1338.and adjusted by the National Geodetic Survey in February 1996..
 CR1338
 CR1338
 CR1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1338
 CR1338.The geoid height was determined by GEOID03.
 CR1338
 CR1338;                    North         East     Units Scale Factor Converg.
 CR1338;SPC TXNC     - 2,116,922.922   845,006.670   MT  0.99989203   +1 25 30.9
 CR1338;SPC TXNC     - 6,945,271.29  2,772,326.05   sFT  0.99989203   +1 25 30.9
 CR1338;UTM  15      - 3,621,003.579   229,356.665   MT  1.00050330   -1 33 36.8
 CR1338
 CR1338                          SUPERSEDED SURVEY CONTROL
 CR1338
 CR1338  NAD 83(1986)-  32 41 36.92671(N)    095 53 12.24209(W) AD(       ) 4
 CR1338  NAD 27      -  32 41 36.46000(N)    095 53 11.37000(W) AD(       ) 3
 CR1338
 CR1338.Superseded values are not recommended for survey control.
 CR1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1338.See file dsdata.txt to determine how the superseded data were derived.
 CR1338
 CR1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS2935721004(NAD 83)
 CR1338_MARKER: 63 = STACK
 CR1338
 CR1338  HISTORY     - Date     Condition        Report By
 CR1338  HISTORY     - 1935     FIRST OBSERVED   CGS
 CR1338  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1338
 CR1338                          STATION DESCRIPTION
 CR1338
 CR1338'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1468 ***********************************************************************
 AE1468  DESIGNATION -  EDIN
 AE1468  PID         -  AE1468
 AE1468  STATE/COUNTY-  TX/HIDALGO
 AE1468  USGS QUAD   -  EDINBURG (1983)
 AE1468
 AE1468                         *CURRENT SURVEY CONTROL
 AE1468  ___________________________________________________________________
 AE1468* NAD 83(1993)-  26 17 54.17541(N)    098 09 28.80632(W)     ADJUSTED  
 AE1468* NAVD 88     -        28.93   (+/-2cm)      94.9    (feet)  VERTCON   
 AE1468  ___________________________________________________________________
 AE1468  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AE1468  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE1468
 AE1468  HORZ ORDER  -  FIRST
 AE1468  VERT ORDER  -  THIRD ? (See Below)
 AE1468
 AE1468.The horizontal coordinates were established by classical geodetic methods
 AE1468.and adjusted by the National Geodetic Survey in February 1996..
 AE1468
 AE1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1468.The vertical order pertains to the NGVD 29 superseded value.
 AE1468
 AE1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1468
 AE1468.The geoid height was determined by GEOID03.
 AE1468
 AE1468;                    North         East     Units Scale Factor Converg.
 AE1468;SPC TX S     - 5,070,036.543   334,152.035   MT  0.99996943   +0 09 19.0
 AE1468;SPC TX S     -16,633,944.89  1,096,297.13   sFT  0.99996943   +0 09 19.0
 AE1468;UTM  14      - 2,909,002.090   584,053.058   MT  0.99968723   +0 22 23.0
 AE1468
 AE1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1468!SPC TX S     -   0.99999921  x   0.99996943  =   0.99996864
 AE1468!UTM  14      -   0.99999921  x   0.99968723  =   0.99968644
 AE1468
 AE1468|---------------------------------------------------------------------|
 AE1468| PID    Reference Object                     Distance      Geod. Az  |
 AE1468|                                                           dddmmss.s |
 AE1468| CV3140 EDIN RM 1                            28.915 METERS 05616     |
 AE1468| CV3142 EDIN RM 3                           147.017 METERS 08503     |
 AE1468| AE1467 EDIN USBR 1947                        4.270 METERS 08505     |
 AE1468| AE1454 ELSA WATER TANK                     APPROX. 8.9 KM 0895629.6 |
 AE1468| AE1465 EDINBURG TALL MUN TANK               36.678 METERS 09548     |
 AE1468| AE1474 DONNA MUNICIPAL TANK                APPROX.18.0 KM 1432526.3 |
 AE1468| AE1473 ALAMO MUNICIPAL TANK                APPROX.13.7 KM 1635845.8 |
 AE1468| AE1501 SAN JUAN MUNICIPAL TANK             APPROX.12.4 KM 1782222.3 |
 AE1468| AE1496 SAN JUAN BLACK ABANDONED TANK       APPROX.12.6 KM 1810005.9 |
 AE1468| AE1491 PHARR MUNICIPAL TANK                APPROX.12.8 KM 1934134.6 |
 AE1468| CV3141 EDIN RM 2                            29.260 METERS 20228     |
 AE1468| AE1489 MC ALLEN SACRED HEART CATH CH       APPROX.13.3 KM 2160208.1 |
 AE1468| AE1493 MC ALLEN CENT L AND P CO TK         APPROX.12.9 KM 2171050.0 |
 AE1468| AE1497 MCALLEN ECC                         APPROX.10.8 KM 2290215.3 |
 AE1468| AE1523 MISSION OLD MUNICIPAL TANK          APPROX.19.3 KM 2405141.1 |
 AE1468| AE1579 SOUTHLAND ORCHARDS NURSERY TK       APPROX.12.6 KM 2515011.0 |
 AE1468| AE1457 EDINBURG HIDALGO CO CTHSE DOME      APPROX. 0.6 KM 3070322.9 |
 AE1468| AE1459 EDINBURG AMER FRUIT ICE PLT TK      APPROX. 4.8 KM 3550219.5 |
 AE1468|---------------------------------------------------------------------|
 AE1468
 AE1468                          SUPERSEDED SURVEY CONTROL
 AE1468
 AE1468  NAD 83(1986)-  26 17 54.18157(N)    098 09 28.77110(W) AD(       ) 1
 AE1468  NAD 27      -  26 17 52.92734(N)    098 09 27.73371(W) AD(       ) 1
 AE1468  NGVD 29 (07/19/86)   29.04   (m)           95.3    (f) LEVELING    3  
 AE1468
 AE1468.Superseded values are not recommended for survey control.
 AE1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1468.See file dsdata.txt to determine how the superseded data were derived.
 AE1468
 AE1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8405309002(NAD 83)
 AE1468_MARKER: DS = TRIANGULATION STATION DISK
 AE1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1468_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1468
 AE1468  HISTORY     - Date     Condition        Report By
 AE1468  HISTORY     - 1935     MONUMENTED       CGS
 AE1468  HISTORY     - 1946     SEE DESCRIPTION  CGS
 AE1468  HISTORY     - 1962     GOOD             USGS
 AE1468
 AE1468                          STATION DESCRIPTION
 AE1468
 AE1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1468'STATION IS LOCATED 112 FEET W OF THE CITY WATER SUPPLY TANK
 AE1468'IN EDINBURG.  THE TANK IS OWNED BY THE CENTRAL LIGHT AND
 AE1468'POWER COMPANY.  THE STATION IS 90 FEET S AND 110 FEET E OF
 AE1468'CROSSROADS.  MARK PROJECTS 8 INCHES ABOVE GROUND.
 AE1468'
 AE1468'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AE1468'DISKS SET IN CONCRETE.
 AE1468'
 AE1468'REFERENCE MARK NO. 1 IS NE OF STATION, IN CORNER OF PIPE
 AE1468'FENCE AROUND WATER SUPPLY TANK, AND PROJECTS 6 INCHES ABOVE
 AE1468'GROUND.
 AE1468'
 AE1468'REFERENCE MARK NO. 2 IS S OF STATION, IN PIPE FENCE AND 105
 AE1468'FEET E OF CENTER LINE OF STREET, AND PROJECTS 8 INCHES ABOVE
 AE1468'GROUND.
 AE1468'
 AE1468'REFERENCE MARK NO. 3 IS E OF STATION, 1-1/2 BLOCKS, 23 FEET
 AE1468'N OF CENTER LINE OF STREET, AND PROJECTS 8 INCHES ABOVE GROUND.
 AE1468'
 AE1468'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AE1468
 AE1468                          STATION RECOVERY (1946)
 AE1468
 AE1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1468'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 AE1468'IN GOOD CONDITION EXCEPT THE SURFACE STATION MARK HAS BEEN
 AE1468'DESTROYED.  THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION
 AE1468'AND A NEW SURFACE MARK WAS SET.  THE REFERENCE AND AZIMUTH MARKS
 AE1468'WERE NOT OBSERVED ON AT THIS TIME DUE TO A ECCENTRIC STATION.
 AE1468'THE DISTANCE TO THE REFERENCE AND AZIMUTH MARK WERE CHECKED
 AE1468'AND FOUND TO BE CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 AE1468'
 AE1468'STATION IS LOCATED ON THE SOUTH SIDE OF HALL STREET IN THE
 AE1468'CITY OF EDINBURG.  IT IS 112 FEET WEST OF THE CITY WATER
 AE1468'TANK, 94 FEET SOUTH OF THE APPROXIMATE CENTER OF THE STREET,
 AE1468'AND 45 FEET EAST OF IRWIN BASE CONCRETE BUILDING.  THE MARK
 AE1468'IS FLUSH AND THE DISK IS STAMPED EDIN 1935 1946.
 AE1468'
 AE1468'REFERENCE MARK NO. 1 IS 94.87 FEET (28.915 METERS) NORTHEAST
 AE1468'OF THE STATION.  IT IS 29 FEET SOUTH OF THE APPROXIMATE
 AE1468'CENTER OF HALL STREET AND 2 FEET WEST OF A METAL BUILDING.
 AE1468'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 AE1468'EDIN NO 1 1935.
 AE1468'
 AE1468'REFERENCE MARK NO. 2 IS 96.00 FEET (29.260 METERS) SOUTH
 AE1468'OF THE STATION AND 31 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AE1468'OF THE CONCRETE BUILDING.  THE MARK PROJECTS ABOUT 4 INCHES
 AE1468'AND THE DISK IS STAMPED EDIN NO 2 1935.
 AE1468'
 AE1468'REFERENCE MARK NO. 3 IS 482.34 FEET (147.017 METERS) EAST
 AE1468'OF THE STATION ON THE NORTH SIDE OF HALL STREET.  IT IS
 AE1468'IN FRONT OF HOUSE NUMBER 619 AND 21 FEET NORTH OF THE APPROXIMATE
 AE1468'CENTER OF THE STREET.  THE MARK PROJECTS ABOUT 6 INCHES
 AE1468'AND THE DISK IS STAMPED EDIN NO 3 1935.
 AE1468'
 AE1468'USBR STATION EDIN IS 14.01 FEET (4.270 METERS) EAST OF THE
 AE1468'STATION AND IN LINE WITH REFERENCE MARK NO. 3.  IT IS 91
 AE1468'FEET SOUTH OF THE APPROXIMATE CENTER OF HALL STREET AND
 AE1468'58.5 FEET EAST OF THE CONCRETE BUILDING.  THE MARK IS A
 AE1468'ROUND CONCRETE MARK WITH A STANDARD U.S. BUREAU OF RECLAMATION
 AE1468'DISK AND IS NOT STAMPED.  THE MARK IS FLUSH WITH THE GROUND.
 AE1468
 AE1468                          STATION RECOVERY (1962)
 AE1468
 AE1468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE1468'STATION IS LOCATED ON THE SOUTH SIDE OF MAHL STREET, NOT
 AE1468'HALL.  THE REST OF THE DESCRIPTION IS GOOD.
 AE1468'
 AE1468'R.M. 1 NOT FOUND.
 AE1468'
 AE1468'R.M. 2 NOT FOUND.
 AE1468'
 AE1468'R.M. 3 AND USBR EDIN ARE OK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1467 ***********************************************************************
 AE1467  DESIGNATION -  EDIN USBR 1947
 AE1467  PID         -  AE1467
 AE1467  STATE/COUNTY-  TX/HIDALGO
 AE1467  USGS QUAD   -  EDINBURG (1983)
 AE1467
 AE1467                         *CURRENT SURVEY CONTROL
 AE1467  ___________________________________________________________________
 AE1467* NAD 83(1993)-  26 17 54.18729(N)    098 09 28.65295(W)     ADJUSTED  
 AE1467* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 AE1467  ___________________________________________________________________
 AE1467  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AE1467  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE1467
 AE1467  HORZ ORDER  -  SECOND
 AE1467
 AE1467.The horizontal coordinates were established by classical geodetic methods
 AE1467.and adjusted by the National Geodetic Survey in February 1996..
 AE1467
 AE1467.The orthometric height was scaled from a topographic map.
 AE1467
 AE1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1467
 AE1467.The geoid height was determined by GEOID03.
 AE1467
 AE1467;                    North         East     Units Scale Factor Converg.
 AE1467;SPC TX S     - 5,070,036.920   334,156.289   MT  0.99996943   +0 09 19.0
 AE1467;SPC TX S     -16,633,946.13  1,096,311.09   sFT  0.99996943   +0 09 19.0
 AE1467;UTM  14      - 2,909,002.483   584,057.308   MT  0.99968723   +0 22 23.1
 AE1467
 AE1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1467!SPC TX S     -   0.99999921  x   0.99996943  =   0.99996864
 AE1467!UTM  14      -   0.99999921  x   0.99968723  =   0.99968644
 AE1467
 AE1467                          SUPERSEDED SURVEY CONTROL
 AE1467
 AE1467  NAD 83(1986)-  26 17 54.19345(N)    098 09 28.61773(W) AD(       ) 2
 AE1467  NAD 27      -  26 17 52.93922(N)    098 09 27.58035(W) AD(       ) 2
 AE1467
 AE1467.Superseded values are not recommended for survey control.
 AE1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1467.See file dsdata.txt to determine how the superseded data were derived.
 AE1467
 AE1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8405709002(NAD 83)
 AE1467_MARKER: DD = SURVEY DISK
 AE1467_SETTING: 0 = UNSPECIFIED SETTING
 AE1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1467
 AE1467  HISTORY     - Date     Condition        Report By
 AE1467  HISTORY     - 1947     MONUMENTED       WPRS
 AE1467
 AE1467                          STATION DESCRIPTION
 AE1467
 AE1467'DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1947 (RCB)
 AE1467'STATION IS LOCATED IN THE CITY OF EDINBURG ON THE SOUTH SIDE
 AE1467'OF HALL STREET AND ON THE PROPERTY OF THE CITY WATER WORKS.
 AE1467'IT IS 91 FEET SOUTH OF THE CENTER OF HALL STREET AND 58.5
 AE1467'FEET EAST OF A CONCRETE BUILDING.  THE MARK IS A STANDARD
 AE1467'USBR DISK SET IN CONCRETE FLUSH WITH THE GROUND AND IS NOT
 AE1467'STAMPED.  THE MARK IS SET IN LINE WITH EDIN 1935 AND EDIN 1935
 AE1467'AZIMUTH MARK.  A TRAVERSE CONNECTION WAS MADE FROM STATION
 AE1467'EDIN 1935 AND THE DISTANCE WAS FOUND TO BE 4.270 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1459 ***********************************************************************
 AE1459  DESIGNATION -  EDINBURG AMER FRUIT ICE PLT TK
 AE1459  PID         -  AE1459
 AE1459  STATE/COUNTY-  TX/HIDALGO
 AE1459  USGS QUAD   -  EDINBURG (1983)
 AE1459
 AE1459                         *CURRENT SURVEY CONTROL
 AE1459  ___________________________________________________________________
 AE1459* NAD 83(1993)-  26 20 29.96532(N)    098 09 43.81571(W)     ADJUSTED  
 AE1459* NAVD 88     -                                                        
 AE1459  ___________________________________________________________________
 AE1459  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AE1459  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE1459
 AE1459  HORZ ORDER  -  THIRD
 AE1459
 AE1459.The horizontal coordinates were established by classical geodetic methods
 AE1459.and adjusted by the National Geodetic Survey in February 1996..
 AE1459
 AE1459
 AE1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1459
 AE1459.The geoid height was determined by GEOID03.
 AE1459
 AE1459;                    North         East     Units Scale Factor Converg.
 AE1459;SPC TX S     - 5,074,829.797   333,722.857   MT  0.99996053   +0 09 12.2
 AE1459;SPC TX S     -16,649,670.76  1,094,889.07   sFT  0.99996053   +0 09 12.2
 AE1459;UTM  14      - 2,913,792.342   583,605.761   MT  0.99968630   +0 22 18.4
 AE1459
 AE1459                          SUPERSEDED SURVEY CONTROL
 AE1459
 AE1459  NAD 83(1986)-  26 20 29.97131(N)    098 09 43.78064(W) AD(       ) 4
 AE1459  NAD 27      -  26 20 28.71931(N)    098 09 42.74118(W) AD(       ) 3
 AE1459
 AE1459.Superseded values are not recommended for survey control.
 AE1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1459.See file dsdata.txt to determine how the superseded data were derived.
 AE1459
 AE1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8360613792(NAD 83)
 AE1459_MARKER: 51 = TANK
 AE1459
 AE1459  HISTORY     - Date     Condition        Report By
 AE1459  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1459
 AE1459                          STATION DESCRIPTION
 AE1459
 AE1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1459'POINT OBSERVED UPON WAS FINIAL OF LARGE BLACK WATER TANK
 AE1459'OF AMERICAN FRUIT COMPANY ICE PLANT.  IT IS LOCATED 2.5
 AE1459'MILES NE OF EDINBURG.
 AE1459'
 AE1459'STATION WAS OBSERVED UPON FROM STATIONS EAST, EDIN, MC ALLEN
 AE1459'(ECCENTRIC).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1456 ***********************************************************************
 AE1456  DESIGNATION -  EDINBURG BRICK STACK
 AE1456  PID         -  AE1456
 AE1456  STATE/COUNTY-  TX/HIDALGO
 AE1456  USGS QUAD   -  EDINBURG (1983)
 AE1456
 AE1456                         *CURRENT SURVEY CONTROL
 AE1456  ___________________________________________________________________
 AE1456* NAD 83(1993)-  26 18 15.73607(N)    098 09 58.65095(W)     ADJUSTED  
 AE1456* NAVD 88     -                                                        
 AE1456  ___________________________________________________________________
 AE1456  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AE1456  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AE1456
 AE1456  HORZ ORDER  -  THIRD
 AE1456
 AE1456.The horizontal coordinates were established by classical geodetic methods
 AE1456.and adjusted by the National Geodetic Survey in February 1996..
 AE1456
 AE1456
 AE1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1456
 AE1456.The geoid height was determined by GEOID03.
 AE1456
 AE1456;                    North         East     Units Scale Factor Converg.
 AE1456;SPC TX S     - 5,070,697.849   333,322.424   MT  0.99996817   +0 09 05.4
 AE1456;SPC TX S     -16,636,114.53  1,093,575.32   sFT  0.99996817   +0 09 05.4
 AE1456;UTM  14      - 2,909,660.050   583,221.172   MT  0.99968551   +0 22 10.1
 AE1456
 AE1456                          SUPERSEDED SURVEY CONTROL
 AE1456
 AE1456  NAD 83(1986)-  26 18 15.74221(N)    098 09 58.61565(W) AD(       ) 4
 AE1456  NAD 27      -  26 18 14.48891(N)    098 09 57.58241(W) AD(       ) 3
 AE1456
 AE1456.Superseded values are not recommended for survey control.
 AE1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1456.See file dsdata.txt to determine how the superseded data were derived.
 AE1456
 AE1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8322109660(NAD 83)
 AE1456_MARKER: 63 = STACK
 AE1456
 AE1456  HISTORY     - Date     Condition        Report By
 AE1456  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1456
 AE1456                          STATION DESCRIPTION
 AE1456
 AE1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1456'POINT OBSERVED UPON IS CENTER OF STACK (BRICK) LOCATED IN THE
 AE1456'CENTRAL PORTION OF EDINBURG, APPROXIMATELY 90 FEET HIGH.
 AE1456'
 AE1456'OBSERVED UPON FROM TRIANGULATION STATIONS MISSION, PALM,
 AE1456'CANAL AND MC ALLEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1457 ***********************************************************************
 AE1457  DESIGNATION -  EDINBURG HIDALGO CO CTHSE DOME
 AE1457  PID         -  AE1457
 AE1457  STATE/COUNTY-  TX/HIDALGO
 AE1457  USGS QUAD   -  EDINBURG (1983)
 AE1457
 AE1457                         *CURRENT SURVEY CONTROL
 AE1457  ___________________________________________________________________
 AE1457* NAD 83(1993)-  26 18 04.99992(N)    098 09 44.71121(W)     ADJUSTED  
 AE1457* NAVD 88     -                                                        
 AE1457  ___________________________________________________________________
 AE1457  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AE1457  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE1457
 AE1457  HORZ ORDER  -  THIRD
 AE1457
 AE1457.The horizontal coordinates were established by classical geodetic methods
 AE1457.and adjusted by the National Geodetic Survey in February 1996..
 AE1457
 AE1457
 AE1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1457
 AE1457.The geoid height was determined by GEOID03.
 AE1457
 AE1457;                    North         East     Units Scale Factor Converg.
 AE1457;SPC TX S     - 5,070,368.476   333,709.960   MT  0.99996880   +0 09 11.7
 AE1457;SPC TX S     -16,635,033.91  1,094,846.76   sFT  0.99996880   +0 09 11.7
 AE1457;UTM  14      - 2,909,332.246   583,609.849   MT  0.99968631   +0 22 16.1
 AE1457
 AE1457                          SUPERSEDED SURVEY CONTROL
 AE1457
 AE1457  NAD 83(1986)-  26 18 05.00602(N)    098 09 44.67593(W) AD(       ) 4
 AE1457  NAD 27      -  26 18 03.75171(N)    098 09 43.63494(W) AD(       ) 3
 AE1457
 AE1457.Superseded values are not recommended for survey control.
 AE1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1457.See file dsdata.txt to determine how the superseded data were derived.
 AE1457
 AE1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8361009332(NAD 83)
 AE1457
 AE1457  HISTORY     - Date     Condition        Report By
 AE1457  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1457
 AE1457                          STATION DESCRIPTION
 AE1457
 AE1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1457'POINT OBSERVED UPON WAS TOP OF DOME ATOP COURTHOUSE LOCATED IN
 AE1457'THE CENTER OF SQUARE IN TOWN OF EDINBURG.
 AE1457'
 AE1457'STATION WAS OBSERVED UPON FROM STATIONS EAST, EDIN, MC ALLEN
 AE1457'(ECC.), CANAL, MISSION, SIGLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1521 ***********************************************************************
 AE1521  DESIGNATION -  EDINBURG PUMP CO TALLER STK
 AE1521  PID         -  AE1521
 AE1521  STATE/COUNTY-  TX/HIDALGO
 AE1521  USGS QUAD   -  MISSION (1983)
 AE1521
 AE1521                         *CURRENT SURVEY CONTROL
 AE1521  ___________________________________________________________________
 AE1521* NAD 83(1993)-  26 09 46.30632(N)    098 19 57.75288(W)     ADJUSTED  
 AE1521* NAVD 88     -                                                        
 AE1521  ___________________________________________________________________
 AE1521  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AE1521  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE1521
 AE1521  HORZ ORDER  -  THIRD
 AE1521
 AE1521.The horizontal coordinates were established by classical geodetic methods
 AE1521.and adjusted by the National Geodetic Survey in February 1996..
 AE1521
 AE1521
 AE1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1521
 AE1521.The geoid height was determined by GEOID03.
 AE1521
 AE1521;                    North         East     Units Scale Factor Converg.
 AE1521;SPC TX S     - 5,054,987.203   316,725.629   MT  1.00000096   +0 04 33.4
 AE1521;SPC TX S     -16,584,570.52  1,039,124.00   sFT  1.00000096   +0 04 33.4
 AE1521;UTM  14      - 2,893,891.312   566,689.490   MT  0.99965491   +0 17 39.2
 AE1521
 AE1521                          SUPERSEDED SURVEY CONTROL
 AE1521
 AE1521  NAD 83(1986)-  26 09 46.31149(N)    098 19 57.71670(W) AD(       ) 4
 AE1521  NAD 27      -  26 09 45.03809(N)    098 19 56.66017(W) AD(       ) 3
 AE1521
 AE1521.Superseded values are not recommended for survey control.
 AE1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1521.See file dsdata.txt to determine how the superseded data were derived.
 AE1521
 AE1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6668993891(NAD 83)
 AE1521_MARKER: 63 = STACK
 AE1521
 AE1521  HISTORY     - Date     Condition        Report By
 AE1521  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1521
 AE1521                          STATION DESCRIPTION
 AE1521
 AE1521'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1462 ***********************************************************************
 AE1462  DESIGNATION -  EDINBURG RAD STA KURV S MAST
 AE1462  PID         -  AE1462
 AE1462  STATE/COUNTY-  TX/HIDALGO
 AE1462  USGS QUAD   -  EDINBURG (1983)
 AE1462
 AE1462                         *CURRENT SURVEY CONTROL
 AE1462  ___________________________________________________________________
 AE1462* NAD 83(1993)-  26 19 43.40854(N)    098 09 36.15894(W)     ADJUSTED  
 AE1462* NAVD 88     -                                                        
 AE1462  ___________________________________________________________________
 AE1462  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AE1462  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE1462
 AE1462  HORZ ORDER  -  THIRD
 AE1462
 AE1462.The horizontal coordinates were established by classical geodetic methods
 AE1462.and adjusted by the National Geodetic Survey in February 1996..
 AE1462
 AE1462
 AE1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1462
 AE1462.The geoid height was determined by GEOID03.
 AE1462
 AE1462;                    North         East     Units Scale Factor Converg.
 AE1462;SPC TX S     - 5,073,397.602   333,939.026   MT  0.99996313   +0 09 15.6
 AE1462;SPC TX S     -16,644,971.97  1,095,598.29   sFT  0.99996313   +0 09 15.6
 AE1462;UTM  14      - 2,912,361.375   583,827.325   MT  0.99968676   +0 22 21.2
 AE1462
 AE1462                          SUPERSEDED SURVEY CONTROL
 AE1462
 AE1462  NAD 83(1986)-  26 19 43.41480(N)    098 09 36.12351(W) AD(       ) 4
 AE1462  NAD 27      -  26 19 42.16295(N)    098 09 35.08447(W) AD(       ) 3
 AE1462
 AE1462.Superseded values are not recommended for survey control.
 AE1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1462.See file dsdata.txt to determine how the superseded data were derived.
 AE1462
 AE1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8382712361(NAD 83)
 AE1462_MARKER: 42 = RADIO/TV MAST
 AE1462
 AE1462  HISTORY     - Date     Condition        Report By
 AE1462  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1462
 AE1462                          STATION DESCRIPTION
 AE1462
 AE1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1462'THE STATION IS THE LIGHT ATOP THE SOUTH ONE OF TWO MASTS
 AE1462'WHICH ARE APPROXIMATELY 2 MILES NORTH OF EDINBURG, 0.5 MILE
 AE1462'SOUTH OF FARM ROAD 1925 AND ALONG THE WEST SIDE OF U.S. HIGHWAY
 AE1462'281.
 AE1462'
 AE1462'THE MAST IS THE SOUTH ONE OF TWO MASTS PAINTED RED AND WHITE
 AE1462'AND IT IS 240 FEET HIGH.  THIS MAST DOES NOT HAVE AN ANTENNA
 AE1462'ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1463 ***********************************************************************
 AE1463  DESIGNATION -  EDINBURG RAD STA KURV N MAST
 AE1463  PID         -  AE1463
 AE1463  STATE/COUNTY-  TX/HIDALGO
 AE1463  USGS QUAD   -  EDINBURG (1983)
 AE1463
 AE1463                         *CURRENT SURVEY CONTROL
 AE1463  ___________________________________________________________________
 AE1463* NAD 83(1993)-  26 19 46.45269(N)    098 09 35.86468(W)     ADJUSTED  
 AE1463* NAVD 88     -                                                        
 AE1463  ___________________________________________________________________
 AE1463  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AE1463  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE1463
 AE1463  HORZ ORDER  -  THIRD
 AE1463
 AE1463.The horizontal coordinates were established by classical geodetic methods
 AE1463.and adjusted by the National Geodetic Survey in February 1996..
 AE1463
 AE1463
 AE1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1463
 AE1463.The geoid height was determined by GEOID03.
 AE1463
 AE1463;                    North         East     Units Scale Factor Converg.
 AE1463;SPC TX S     - 5,073,491.306   333,946.934   MT  0.99996296   +0 09 15.8
 AE1463;SPC TX S     -16,645,279.39  1,095,624.23   sFT  0.99996296   +0 09 15.8
 AE1463;UTM  14      - 2,912,455.083   583,834.873   MT  0.99968677   +0 22 21.4
 AE1463
 AE1463                          SUPERSEDED SURVEY CONTROL
 AE1463
 AE1463  NAD 83(1986)-  26 19 46.45895(N)    098 09 35.82936(W) AD(       ) 4
 AE1463  NAD 27      -  26 19 45.20732(N)    098 09 34.78985(W) AD(       ) 3
 AE1463
 AE1463.Superseded values are not recommended for survey control.
 AE1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1463.See file dsdata.txt to determine how the superseded data were derived.
 AE1463
 AE1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8383512455(NAD 83)
 AE1463_MARKER: 42 = RADIO/TV MAST
 AE1463
 AE1463  HISTORY     - Date     Condition        Report By
 AE1463  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1463
 AE1463                          STATION DESCRIPTION
 AE1463
 AE1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1463'THE STATION IS THE LIGHT ATOP THE NORTH ONE OF TWO RADIO MASTS
 AE1463'WHICH ARE APPROXIMATELY 2 MILES NORTH OF EDINBURG, 0.5 MILE
 AE1463'SOUTH OF FARM ROAD 1925 AND ALONG THE WEST SIDE OF U.S. HIGHWAY
 AE1463'281.
 AE1463'
 AE1463'THE MAST IS THE NORTH ONE TWO MASTS PAINTED RED AND WHITE
 AE1463'AND IT IS 240 FEET HIGH.  THE NORTH MAST HAS A LARGE F.M.
 AE1463'RADIO ANTENNA ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1465 ***********************************************************************
 AE1465  DESIGNATION -  EDINBURG TALL MUN TANK
 AE1465  PID         -  AE1465
 AE1465  STATE/COUNTY-  TX/HIDALGO
 AE1465  USGS QUAD   -  EDINBURG (1983)
 AE1465
 AE1465                         *CURRENT SURVEY CONTROL
 AE1465  ___________________________________________________________________
 AE1465* NAD 83(1993)-  26 17 54.05488(N)    098 09 27.49087(W)     ADJUSTED  
 AE1465* NAVD 88     -                                                        
 AE1465  ___________________________________________________________________
 AE1465  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AE1465  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE1465
 AE1465  HORZ ORDER  -  THIRD
 AE1465
 AE1465.The horizontal coordinates were established by classical geodetic methods
 AE1465.and adjusted by the National Geodetic Survey in February 1996..
 AE1465
 AE1465
 AE1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1465
 AE1465.The geoid height was determined by GEOID03.
 AE1465
 AE1465;                    North         East     Units Scale Factor Converg.
 AE1465;SPC TX S     - 5,070,032.933   334,188.534   MT  0.99996944   +0 09 19.6
 AE1465;SPC TX S     -16,633,933.05  1,096,416.88   sFT  0.99996944   +0 09 19.6
 AE1465;UTM  14      - 2,908,998.619   584,089.560   MT  0.99968730   +0 22 23.6
 AE1465
 AE1465                          SUPERSEDED SURVEY CONTROL
 AE1465
 AE1465  NAD 83(1986)-  26 17 54.06089(N)    098 09 27.45564(W) AD(       ) 4
 AE1465  NAD 27      -  26 17 52.80727(N)    098 09 26.42311(W) AD(       ) 3
 AE1465
 AE1465.Superseded values are not recommended for survey control.
 AE1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1465.See file dsdata.txt to determine how the superseded data were derived.
 AE1465
 AE1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8409008999(NAD 83)
 AE1465_MARKER: 53 = ELEVATED TANK
 AE1465
 AE1465  HISTORY     - Date     Condition        Report By
 AE1465  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1465
 AE1465                          STATION DESCRIPTION
 AE1465
 AE1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1465'POINT OBSERVED UPON WAS FINIAL OF 125-FOOT SILVER WATER TANK,
 AE1465'SOURCE OF CITY WATER SUPPLY.  IT IS LOCATED IN THE EASTERN
 AE1465'CENTRAL PART OF TOWN.
 AE1465'
 AE1465'STATION WAS OBSERVED UPON FROM STATIONS EAST, EDIN, MC ALLEN
 AE1465'(EEC.), CANAL, MISSION AND SIGLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1461 ***********************************************************************
 AE1461  DESIGNATION -  EDINBURG VAHLSING INC RAD MAST
 AE1461  PID         -  AE1461
 AE1461  STATE/COUNTY-  TX/HIDALGO
 AE1461  USGS QUAD   -  EDINBURG (1983)
 AE1461
 AE1461                         *CURRENT SURVEY CONTROL
 AE1461  ___________________________________________________________________
 AE1461* NAD 83(1993)-  26 20 32.31003(N)    098 09 40.04293(W)     ADJUSTED  
 AE1461* NAVD 88     -                                                        
 AE1461  ___________________________________________________________________
 AE1461  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AE1461  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE1461
 AE1461  HORZ ORDER  -  THIRD
 AE1461
 AE1461.The horizontal coordinates were established by classical geodetic methods
 AE1461.and adjusted by the National Geodetic Survey in February 1996..
 AE1461
 AE1461
 AE1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1461
 AE1461.The geoid height was determined by GEOID03.
 AE1461
 AE1461;                    North         East     Units Scale Factor Converg.
 AE1461;SPC TX S     - 5,074,902.235   333,827.276   MT  0.99996040   +0 09 13.9
 AE1461;SPC TX S     -16,649,908.42  1,095,231.65   sFT  0.99996040   +0 09 13.9
 AE1461;UTM  14      - 2,913,865.158   583,709.875   MT  0.99968651   +0 22 20.1
 AE1461
 AE1461                          SUPERSEDED SURVEY CONTROL
 AE1461
 AE1461  NAD 83(1986)-  26 20 32.31637(N)    098 09 40.00773(W) AD(       ) 4
 AE1461  NAD 27      -  26 20 31.06620(N)    098 09 38.96740(W) AD(       ) 3
 AE1461
 AE1461.Superseded values are not recommended for survey control.
 AE1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1461.See file dsdata.txt to determine how the superseded data were derived.
 AE1461
 AE1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8371013865(NAD 83)
 AE1461_MARKER: 42 = RADIO/TV MAST
 AE1461
 AE1461  HISTORY     - Date     Condition        Report By
 AE1461  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1461
 AE1461                          STATION DESCRIPTION
 AE1461
 AE1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1461'THE STATION IS THE LIGHT ATOP A MAST WHICH IS LOCATED
 AE1461'APPROXIMATELY 0.5 MILE WEST OF U.S. HIGHWAY 281, 0.3 MILE NORTH
 AE1461'OF FARM ROAD 1925 AND 2.5 MILES NORTH OF EDINBURG.
 AE1461'
 AE1461'THE MAST IS A SLENDER STEEL STRUCTURE, PAINTED RED AND WHITE,
 AE1461'260 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1460 ***********************************************************************
 AE1460  DESIGNATION -  EDINBURG WILSON TWO WAY MAST
 AE1460  PID         -  AE1460
 AE1460  STATE/COUNTY-  TX/HIDALGO
 AE1460  USGS QUAD   -  EDINBURG (1983)
 AE1460
 AE1460                         *CURRENT SURVEY CONTROL
 AE1460  ___________________________________________________________________
 AE1460* NAD 83(1993)-  26 21 40.07399(N)    098 08 14.07476(W)     ADJUSTED  
 AE1460* NAVD 88     -                                                        
 AE1460  ___________________________________________________________________
 AE1460  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AE1460  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE1460
 AE1460  HORZ ORDER  -  THIRD
 AE1460
 AE1460.The horizontal coordinates were established by classical geodetic methods
 AE1460.and adjusted by the National Geodetic Survey in February 1996..
 AE1460
 AE1460
 AE1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1460
 AE1460.The geoid height was determined by GEOID03.
 AE1460
 AE1460;                    North         East     Units Scale Factor Converg.
 AE1460;SPC TX S     - 5,076,994.267   336,205.023   MT  0.99995671   +0 09 52.9
 AE1460;SPC TX S     -16,656,772.02  1,103,032.65   sFT  0.99995671   +0 09 52.9
 AE1460;UTM  14      - 2,915,965.672   586,078.990   MT  0.99969148   +0 22 59.2
 AE1460
 AE1460                          SUPERSEDED SURVEY CONTROL
 AE1460
 AE1460  NAD 83(1986)-  26 21 40.08043(N)    098 08 14.03968(W) AD(       ) 4
 AE1460  NAD 27      -  26 21 38.83294(N)    098 08 13.00237(W) AD(       ) 3
 AE1460
 AE1460.Superseded values are not recommended for survey control.
 AE1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1460.See file dsdata.txt to determine how the superseded data were derived.
 AE1460
 AE1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8607915966(NAD 83)
 AE1460_MARKER: 42 = RADIO/TV MAST
 AE1460
 AE1460  HISTORY     - Date     Condition        Report By
 AE1460  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1460
 AE1460                          STATION DESCRIPTION
 AE1460
 AE1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1460'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 AE1460'5 MILES NORTH-NORTHEAST OF EDINBURG, 2 MILES NORTH OF FARM
 AE1460'ROAD 1925 AND 1/2 MILE EAST OF U.S. HIGHWAY 281.
 AE1460'
 AE1460'THE MAST IS A SLENDER METAL STRUCTURE, PAINTED RED AND WHITE,
 AE1460'400 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2346 ***********************************************************************
 AN2346  DESIGNATION -  EDNA
 AN2346  PID         -  AN2346
 AN2346  STATE/COUNTY-  TX/JACKSON
 AN2346  USGS QUAD   -  EDNA (1995)
 AN2346
 AN2346                         *CURRENT SURVEY CONTROL
 AN2346  ___________________________________________________________________
 AN2346* NAD 83(1993)-  28 58 08.49873(N)    096 40 15.26015(W)     ADJUSTED  
 AN2346* NAVD 88     -        26.9    (meters)      88.     (feet)  VERTCON   
 AN2346  ___________________________________________________________________
 AN2346  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AN2346  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN2346
 AN2346  HORZ ORDER  -  FIRST
 AN2346
 AN2346.The horizontal coordinates were established by classical geodetic methods
 AN2346.and adjusted by the National Geodetic Survey in February 1996..
 AN2346
 AN2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2346
 AN2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2346
 AN2346.The geoid height was determined by GEOID03.
 AN2346
 AN2346;                    North         East     Units Scale Factor Converg.
 AN2346;SPC TXSC     - 4,128,125.942   826,970.584   MT  0.99988349   +1 08 27.8
 AN2346;SPC TXSC     -13,543,693.19  2,713,152.66   sFT  0.99988349   +1 08 27.8
 AN2346;UTM  14      - 3,206,789.110   726,954.652   MT  1.00023567   +1 07 42.8
 AN2346
 AN2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2346!SPC TXSC     -   1.00000007  x   0.99988349  =   0.99988356
 AN2346!UTM  14      -   1.00000007  x   1.00023567  =   1.00023574
 AN2346
 AN2346|---------------------------------------------------------------------|
 AN2346| PID    Reference Object                     Distance      Geod. Az  |
 AN2346|                                                           dddmmss.s |
 AN2346| CV7121 EDNA RM 2                            14.749 METERS 00309     |
 AN2346| CV7120 EDNA RM 1                            15.048 METERS 06413     |
 AN2346| AN2350 EDNA AZ MK                          APPROX. 1.1 KM 2255212.3 |
 AN2346|---------------------------------------------------------------------|
 AN2346
 AN2346                          SUPERSEDED SURVEY CONTROL
 AN2346
 AN2346  NAD 83(1986)-  28 58 08.51215(N)    096 40 15.24657(W) AD(       ) 1
 AN2346  NAD 27      -  28 58 07.56730(N)    096 40 14.32627(W) AD(       ) 1
 AN2346  NGVD 29 (07/19/86)   26.9    (m)           88.     (f) VERT ANG       
 AN2346
 AN2346.Superseded values are not recommended for survey control.
 AN2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2346.See file dsdata.txt to determine how the superseded data were derived.
 AN2346
 AN2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2695506789(NAD 83)
 AN2346_MARKER: DS = TRIANGULATION STATION DISK
 AN2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN2346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AN2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2346+STABILITY: SURFACE MOTION
 AN2346
 AN2346  HISTORY     - Date     Condition        Report By
 AN2346  HISTORY     - 1980     MONUMENTED       NGS
 AN2346
 AN2346                          STATION DESCRIPTION
 AN2346
 AN2346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2346'THE STATION IS LOCATED ABOUT 1.5 MILES WEST-SOUTHWEST OF EDNA,
 AN2346'13-1/2 MILES SOUTHWEST OF GANADO, 10-1/2 MILES NORTHEAST OF INEZ AND I
 AN2346'THE MEDIAN OF U.S. HIGHWAY 59, AT THE SOUTHWEST END OF AN OVERPASS,
 AN2346'AND ON THE HIGHWAY RIGHT OF WAY.
 AN2346'
 AN2346'TO REACH THE STATION FROM WHERE U.S. HIGHWAY 59 BYPASS, PASSES OVER
 AN2346'STATE HIGHWAY 111 IN THE NORTH PART OF EDNA, GO SOUTHWEST ON
 AN2346'THE BYPASS 59 FOR 1.25 MILES TO THE STATION ON THE LEFT AS
 AN2346'DESCRIBED.
 AN2346'
 AN2346'THE STATION IS A STANDARD NGS DISK
 AN2346'STAMPED---EDNA 1980---,
 AN2346'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30.3 CM IN DIAMETER
 AN2346'FLUSH WITH GROUND.  IT IS LOCATED
 AN2346'47 FEET WEST-NORTHWEST FROM THE CENTER LINE OF THE NORTH
 AN2346'BOUND LANE OF HIGHWAY 59,
 AN2346'44 FEET EAST-SOUTHEAST FROM THE CENTER LINE OF THE SOUTH
 AN2346'BOUND LANE OF HIGHWAY 59 AND
 AN2346'45 FEET SOUTH FROM THE EDGE OF A CUTBANK.
 AN2346'THE UNDERGROUND MARK IS A STANDARD NGS DISK,
 AN2346'STAMPED---EDNA 1980---,
 AN2346'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS
 AN2346'BELOW THE SURFACE.
 AN2346'
 AN2346'REFERENCE MARK 1 IS A STANDARD NGS DISK,
 AN2346'STAMPED---EDNA NO 1 1980---,
 AN2346'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 AN2346'BRIDGE OF THE NORTH BOUND LANE OF HIGHWAY 59.
 AN2346'IT IS LOCATED
 AN2346'50.9 FEET EAST FROM THE SOUTHEAST CORNER OF THE BRIDGE
 AN2346'OF THE SOUTH BOUND LANE OF HIGHWAY 59,
 AN2346'22.6 FEET NORTHWEST FROM THE CENTER OF THE NORTH
 AN2346'BOUND LANE OF HIGHWAY 59 AND
 AN2346'1 FOOT NORTHWEST FROM THE SOUTHWEST CORNER OF THE BRIDGE
 AN2346'OF THE NORTH BOUND LANE OF HIGHWAY 59.
 AN2346'MARK IS ABOVE STATION 0.30 METERS.
 AN2346'
 AN2346'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 AN2346'STAMPED---EDNA NO 2 1980---,
 AN2346'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF BRIDGE OF
 AN2346'THE SOUTH BOUND LANE OF HIGHWAY 59.
 AN2346'IT IS LOCATED
 AN2346'51.2 FEET NORTHWEST FROM THE SOUTHWEST CORNER OF BRIDGE OF
 AN2346'THE NORTH BOUND LANE OF HIGHWAY 59,
 AN2346'20.5 FEET SOUTHEAST FROM THE CENTER OF THE SOUTH BOUND
 AN2346'LANE OF HIGHWAY 59 AND
 AN2346'1.0 FEET SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 AN2346'CONCRETE BRIDGE RAILING.
 AN2346'MARK IS ABOVE STATION 0.30 METERS.
 AN2346'
 AN2346'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 AN2346'STAMPED---EDNA 1980---,
 AN2346'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST BASE OF A
 AN2346'CONCRETE DRAIN CULVERT.
 AN2346'IT IS LOCATED
 AN2346'35.8 FEET NORTHWEST FROM THE CENTER OF HIGHWAY 59 NORTH
 AN2346'BOUND,
 AN2346'37.6 FEET SOUTH-SOUTHEAST FROM THE CENTER OF HIGHWAY 59
 AN2346'SOUTH BOUND AND
 AN2346'13.3 FEET SOUTH FROM A METAL REFLECTOR POST.
 AN2346'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWEST ON
 AN2346'HIGHWAY 59 FOR 0.7 MILES TO THE MARK ON THE LEFT IN THE
 AN2346'MEDIAN AS DESCRIBED.
 AN2346'
 AN2346'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 15.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2350 ***********************************************************************
 AN2350  DESIGNATION -  EDNA AZ MK
 AN2350  PID         -  AN2350
 AN2350  STATE/COUNTY-  TX/JACKSON
 AN2350  USGS QUAD   -  EDNA (1995)
 AN2350
 AN2350                         *CURRENT SURVEY CONTROL
 AN2350  ___________________________________________________________________
 AN2350* NAD 83(1993)-  28 57 43.02332(N)    096 40 45.11977(W)     ADJUSTED  
 AN2350* NAVD 88     -        20.2    (meters)      66.     (feet)  VERTCON   
 AN2350  ___________________________________________________________________
 AN2350  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AN2350  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN2350
 AN2350  HORZ ORDER  -  SECOND
 AN2350
 AN2350.The horizontal coordinates were established by classical geodetic methods
 AN2350.and adjusted by the National Geodetic Survey in February 1996..
 AN2350
 AN2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2350
 AN2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2350
 AN2350.The geoid height was determined by GEOID03.
 AN2350
 AN2350;                    North         East     Units Scale Factor Converg.
 AN2350;SPC TXSC     - 4,127,325.793   826,177.968   MT  0.99988428   +1 08 13.2
 AN2350;SPC TXSC     -13,541,068.04  2,710,552.22   sFT  0.99988428   +1 08 13.2
 AN2350;UTM  14      - 3,205,988.856   726,161.582   MT  1.00023124   +1 07 27.4
 AN2350
 AN2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2350!SPC TXSC     -   1.00000112  x   0.99988428  =   0.99988540
 AN2350!UTM  14      -   1.00000112  x   1.00023124  =   1.00023236
 AN2350
 AN2350                          SUPERSEDED SURVEY CONTROL
 AN2350
 AN2350  NAD 83(1986)-  28 57 43.03671(N)    096 40 45.10614(W) AD(       ) 2
 AN2350  NAD 27      -  28 57 42.09066(N)    096 40 44.18466(W) AD(       ) 2
 AN2350  NGVD 29 (07/19/86)   20.2    (m)           66.     (f) VERT ANG       
 AN2350
 AN2350.Superseded values are not recommended for survey control.
 AN2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2350.See file dsdata.txt to determine how the superseded data were derived.
 AN2350
 AN2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2616205989(NAD 83)
 AN2350_MARKER: DZ = AZIMUTH MARK DISK
 AN2350_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AN2350+WITH SETTING: PAVEMENT
 AN2350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2350+STABILITY: SURFACE MOTION
 AN2350
 AN2350  HISTORY     - Date     Condition        Report By
 AN2350  HISTORY     - 1980     MONUMENTED       NGS
 AN2350
 AN2350                          STATION DESCRIPTION
 AN2350
 AN2350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2350'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST-SOUTHWEST OF EDNA,
 AN2350'13-1/2 MILES SOUTHWEST OF GANADO, 10-1/2 MILES NORTHEAST OF
 AN2350'INEZ, IN THE MEDIAN OF U.S. HIGHWAY 59 AND ON THE HIGHWAY
 AN2350'RIGHT-OF-WAY.
 AN2350'
 AN2350'TO REACH THE STATION FROM WHERE U.S. HIGHWAY 59 BYPASS, PASSES
 AN2350'OVER STATE HIGHWAY 111 IN THE NORTH PART OF EDNA, GO SOUTHWEST
 AN2350'ON THE BYPASS 59 FOR 1.25 MILES TO TRIANGULATION STATION EDNA ON
 AN2350'THE LEFT.  CONTINUE SOUTHWEST ON HIGHWAY 59 FOR 0.7 MILES TO THE
 AN2350'MARK ON THE LEFT IN THE MEDIAN AS DESCRIBED.
 AN2350'
 AN2350'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AN2350'STAMPED---EDNA 1980---,
 AN2350'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST BASE OF A CONCRETE
 AN2350'DRAIN CULVERT.
 AN2350'IT IS LOCATED
 AN2350'35.8 FEET NORTHWEST FROM THE CENTER OF HIGHWAY 59 NORTH BOUND,
 AN2350'37.6 FEET SOUTH-SOUTHEAST FROM THE CENTER OF HIGHWAY 59 SOUTH
 AN2350'BOUND AND
 AN2350'13.3 FEET SOUTH FROM A METAL REFLECTOR POST.
 AN2350'
 AN2350'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 AN2350'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 AN2350'
 AN2350'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 AN2350'
 AN2350'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION EDNA
 AN2350'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2347 ***********************************************************************
 AN2347  DESIGNATION -  EDNA HOUSTON PIPELINE MAST
 AN2347  PID         -  AN2347
 AN2347  STATE/COUNTY-  TX/JACKSON
 AN2347  USGS QUAD   -  EDNA (1995)
 AN2347
 AN2347                         *CURRENT SURVEY CONTROL
 AN2347  ___________________________________________________________________
 AN2347* NAD 83(1993)-  28 57 27.67418(N)    096 40 48.92816(W)     ADJUSTED  
 AN2347* NAVD 88     -                                                        
 AN2347  ___________________________________________________________________
 AN2347  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AN2347  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN2347
 AN2347  HORZ ORDER  -  THIRD
 AN2347
 AN2347.The horizontal coordinates were established by classical geodetic methods
 AN2347.and adjusted by the National Geodetic Survey in February 1996..
 AN2347
 AN2347
 AN2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2347
 AN2347.The geoid height was determined by GEOID03.
 AN2347
 AN2347;                    North         East     Units Scale Factor Converg.
 AN2347;SPC TXSC     - 4,126,851.333   826,084.255   MT  0.99988477   +1 08 11.3
 AN2347;SPC TXSC     -13,539,511.42  2,710,244.76   sFT  0.99988477   +1 08 11.3
 AN2347;UTM  14      - 3,205,514.253   726,067.731   MT  1.00023071   +1 07 25.0
 AN2347
 AN2347                          SUPERSEDED SURVEY CONTROL
 AN2347
 AN2347  NAD 83(1986)-  28 57 27.68787(N)    096 40 48.91428(W) AD(       ) 4
 AN2347  NAD 27      -  28 57 26.73721(N)    096 40 47.99585(W) AD(       ) 3
 AN2347
 AN2347.Superseded values are not recommended for survey control.
 AN2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2347.See file dsdata.txt to determine how the superseded data were derived.
 AN2347
 AN2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2606805514(NAD 83)
 AN2347_MARKER: 41 = ANTENNA MAST
 AN2347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2347
 AN2347  HISTORY     - Date     Condition        Report By
 AN2347  HISTORY     - 1980     FIRST OBSERVED   NGS
 AN2347
 AN2347                          STATION DESCRIPTION
 AN2347
 AN2347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2347'THE STATION, EDNA HOUSTON PIPELINE COMPANY KKG 697 MAST, IS
 AN2347'A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY
 AN2347'RED AND WHITE, WITH TWO LARGE REFLECTORS ABOUT HALF WAY UP, AND
 AN2347'HAS AN OVERALL HEIGHT OF 415 FEET. POINT INTERSECTED WAS THE RED
 AN2347'LIGHT ATOP THE MAST.
 AN2347'
 AN2347'THE STATION IS LOCATED AT THE HOUSTON PIPELINE COMPANY, EDNA
 AN2347'OFFICE ABOUT 1.0 MILE SOUTHWEST OF EDNA AND 0.1 MILE SOUTH
 AN2347'OF U.S. HIGHWAY 59.
 AN2347'
 AN2347'TO REACH THE STATION FROM EDNA GO SOUTHEAST ALONG U.S. HIGHWAY 59
 AN2347'FOR 1.0 MILE TO THE STATION ON THE RIGHT ABOUT 0.1 MILE SOUTH OF
 AN2347'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2051 ***********************************************************************
 AN2051  PACS        -  This is a Primary Airport Control Station.
 AN2051  DESIGNATION -  EDNA PORT
 AN2051  PID         -  AN2051
 AN2051  STATE/COUNTY-  TX/JACKSON
 AN2051  USGS QUAD   -  MANSON (1995)
 AN2051
 AN2051                         *CURRENT SURVEY CONTROL
 AN2051  ___________________________________________________________________
 AN2051* NAD 83(1993)-  28 59 50.58852(N)    096 34 47.30563(W)     ADJUSTED  
 AN2051* NAVD 88     -        18.127  (meters)      59.47   (feet)  ADJUSTED  
 AN2051  ___________________________________________________________________
 AN2051  X           -    -639,736.117 (meters)                     COMP
 AN2051  Y           -  -5,546,196.788 (meters)                     COMP
 AN2051  Z           -   3,073,643.314 (meters)                     COMP
 AN2051  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AN2051  ELLIP HEIGHT-          -9.19  (meters)          (10/24/00) GPS OBS
 AN2051  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN2051  DYNAMIC HT  -          18.101 (meters)      59.39  (feet)  COMP
 AN2051  MODELED GRAV-     979,217.6   (mgal)                       NAVD 88
 AN2051
 AN2051  HORZ ORDER  -  B
 AN2051  VERT ORDER  -  FIRST     CLASS I
 AN2051  ELLP ORDER  -  FOURTH    CLASS II
 AN2051
 AN2051.This mark is at Jackson Co (26R) Airport (26R)
 AN2051
 AN2051.The horizontal coordinates were established by GPS observations
 AN2051.and adjusted by the National Geodetic Survey in February 1996..
 AN2051
 AN2051.The orthometric height was determined by differential leveling
 AN2051.and adjusted by the National Geodetic Survey in June 1991..
 AN2051
 AN2051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2051
 AN2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2051
 AN2051.The ellipsoidal height was determined by GPS observations
 AN2051.and is referenced to NAD 83.
 AN2051
 AN2051.The geoid height was determined by GEOID03.
 AN2051
 AN2051.The dynamic height is computed by dividing the NAVD 88
 AN2051.geopotential number by the normal gravity value computed on the
 AN2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN2051.degrees latitude (g = 980.6199 gals.).
 AN2051
 AN2051.The modeled gravity was interpolated from observed gravity values.
 AN2051
 AN2051;                    North         East     Units Scale Factor Converg.
 AN2051;SPC TXSC     - 4,131,448.256   835,781.869   MT  0.99988048   +1 11 08.5
 AN2051;SPC TXSC     -13,554,593.15  2,742,061.02   sFT  0.99988048   +1 11 08.5
 AN2051;UTM  14      - 3,210,110.804   735,769.983   MT  1.00028601   +1 10 25.6
 AN2051
 AN2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2051!SPC TXSC     -   1.00000144  x   0.99988048  =   0.99988192
 AN2051!UTM  14      -   1.00000144  x   1.00028601  =   1.00028745
 AN2051
 AN2051:                Primary Azimuth Mark                     Grid Az
 AN2051:SPC TXSC     -  EDNA PORT AZ MK                          325 52 40.7
 AN2051:UTM  14      -  EDNA PORT AZ MK                          325 53 23.6
 AN2051
 AN2051|---------------------------------------------------------------------|
 AN2051| PID    Reference Object                     Distance      Geod. Az  |
 AN2051|                                                           dddmmss.s |
 AN2051| AX2576 EDNA PORT AZ MK                     APPROX. 0.5 KM 3270349.2 |
 AN2051|---------------------------------------------------------------------|
 AN2051
 AN2051                          SUPERSEDED SURVEY CONTROL
 AN2051
 AN2051  ELLIP H (02/20/96)   -9.04   (m)                       GP(       ) 3 2
 AN2051  NAD 83(1993)-  28 59 50.58764(N)    096 34 47.30609(W) AD(       ) 3
 AN2051  ELLIP H (02/16/96)   -9.03   (m)                       GP(       ) 5 1
 AN2051  NAD 83(1986)-  28 59 50.60421(N)    096 34 47.29213(W) AD(       ) 3
 AN2051  NAVD 88 (02/20/96)   18.13   (m)           59.5    (f) LEVELING    3  
 AN2051  NGVD 29 (12/23/87)   18.137  (m)           59.50   (f) ADJUSTED    1 1
 AN2051
 AN2051.Superseded values are not recommended for survey control.
 AN2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2051.See file dsdata.txt to determine how the superseded data were derived.
 AN2051
 AN2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3577010111(NAD 83)
 AN2051_MARKER: I = METAL ROD
 AN2051_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN2051_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN2051_STAMPING: EDNA PORT 1987
 AN2051_MARK LOGO: NGS   
 AN2051_PROJECTION: RECESSED 9 CENTIMETERS
 AN2051_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2051+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1995
 AN2051_ROD/PIPE-DEPTH: 6.1  meters
 AN2051_SLEEVE-DEPTH  : 0.9 meters
 AN2051
 AN2051  HISTORY     - Date     Condition        Report By
 AN2051  HISTORY     - 1987     MONUMENTED       NGS
 AN2051  HISTORY     - 19890119 GOOD             NGS
 AN2051  HISTORY     - 19950124 GOOD             NGS
 AN2051
 AN2051                          STATION DESCRIPTION
 AN2051
 AN2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AN2051'7.7 KM (4.8 MI) NE FROM EDNA.
 AN2051'2.65 KM (1.64 MI) NORTHEAST ALONG HIGHWAY LOOP 521 FROM THE JUNCTION
 AN2051'OF STATE HIGHWAY 111 IN EDNA, THENCE 3.8 KM (2.37 MI) NORTHEAST ALONG
 AN2051'US HIGHWAY 59, THENCE 0.7 KM (0.44 MI) SOUTHEAST ALONG A PAVED ROAD TO
 AN2051'THE JACKSON COUNTY AIRPORT, 0.56 KM (0.35 MI) SOUTHEAST OF THE AZIMUTH
 AN2051'MARK, AT THE SOUTH CORNER OF THE SOUTHEAST END OF THE RUNWAY, NEAR THE
 AN2051'NORTH CORNER OF A GRASSY TRIANGLE, 21.2 METERS (69.5 FT) SOUTHWEST OF
 AN2051'THE CENTERLINE OF THE RUNWAY, 15.7 METERS (51.5 FT) SOUTHEAST OF THE
 AN2051'CENTER OF A TAXI TURN AROUND, 48.4 METERS (159 FT) NORTHWEST OF THE
 AN2051'NORTHWEST END OF AN 18-INCH PIPE CULVERT, 18.5 METERS (60.6 FT) SOUTH
 AN2051'OF THE SOUTHWESTMOST 1 OF 2 BLUE TAXI LIGHTS.  NOTE--A GPS STATION,
 AN2051'THE DATUM POINT IS IN A 1-INCH SLEEVE WHICH EXTENDS TO A DEPTH OF
 AN2051'0.9 METER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AN2051'CAP.
 AN2051'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 AN2051'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 AN2051
 AN2051                          STATION RECOVERY (1989)
 AN2051
 AN2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AN2051'RECOVERED IN GOOD CONDITION.
 AN2051
 AN2051                          STATION RECOVERY (1995)
 AN2051
 AN2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AN2051'THE STATION IS LOCATED IN EDNA AT THE JACKSON COUNTY AIRPORT AT THE
 AN2051'SOUTHEAST SIDE OF THE AIRPORT NEAR RUNWAY END 32.  OWNERSHIP--JACKSON
 AN2051'COUNTY.  FOR ACCESS TO THE AIRPORT CONTACT MR.  ERIC NELSON, AIRPORT
 AN2051'MANAGER, P.O.  BOX 244, EDNA, TX 77957.  PHONE (512) 782-6391.  TO
 AN2051'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 111 AND LOOP 521
 AN2051'IN EDNA, PROCEED NORTHEAST ON HIGHWAY LOOP 521 FOR 1.64 MI (2.64 KM)
 AN2051'TO THE JUNCTION OF LOOP 521 AND U.S.  HIGHWAY 59.  PROCEED 2.4 MI (3.9
 AN2051'KM) NORTH ON U.S.HIGHWAY 59 TO SIGN FOR JACKSON COUNTY AIRPORT ON THE
 AN2051'RIGHT.  TURN RIGHT, EAST, AND PROCEED FOR 0.45 MI (0.72 KM) ON THE
 AN2051'ENTRANCE ROAD TO THE AIRPORT OFFICE.  PROCEED ACROSS THE APRON IN A
 AN2051'SOUTHEASTERLY DIRECTION TO THE PARALLEL TAXIWAY.  CONTINUE SOUTHEAST
 AN2051'ON THE PARALLEL TAXIWAY FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 AN2051'LEFT.  THE STATION IS NEAR THE SOUTHEAST END OF THE PAINTED RUNWAY
 AN2051'NUMBERS FOR 32, 60.1 M (197.2 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 AN2051'THE CONNECTING TAXIWAY AT THE HOLD BAR, 48.4 M (158.8 FT) NORTHWEST OF
 AN2051'THE TOP CENTER OF AN 18 IN PIPE CULVERT, 40.6 M (133.2 FT) NORTHEAST
 AN2051'OF THE CENTERLINE OF THE PARALLEL TAXIWAY, AND 21.2 M (69.6 FT)
 AN2051'SOUTHWEST OF THE CENTERLINE OF RUNWAY 32.  WITNESS POST HAS BEEN
 AN2051'DESTROYED.  THE STATION IS RECESSED ABOUT 4 IN BELOW THE GROUND.  THIS
 AN2051'IS A PAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2576 ***********************************************************************
 AX2576  SACS        -  This is a Secondary Airport Control Station.
 AX2576  DESIGNATION -  EDNA PORT AZ MK
 AX2576  PID         -  AX2576
 AX2576  STATE/COUNTY-  TX/JACKSON
 AX2576  USGS QUAD   -  GANADO (1981)
 AX2576
 AX2576                         *CURRENT SURVEY CONTROL
 AX2576  ___________________________________________________________________
 AX2576* NAD 83(1993)-  29 00 04.79841(N)    096 34 57.77710(W)     ADJUSTED  
 AX2576* NAVD 88     -        18.245  (meters)      59.86   (feet)  ADJUSTED  
 AX2576  ___________________________________________________________________
 AX2576  X           -    -639,993.378 (meters)                     COMP
 AX2576  Y           -  -5,545,953.702 (meters)                     COMP
 AX2576  Z           -   3,074,026.007 (meters)                     COMP
 AX2576  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AX2576  ELLIP HEIGHT-          -9.08  (meters)          (02/21/01) GPS OBS
 AX2576  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX2576  DYNAMIC HT  -          18.219 (meters)      59.77  (feet)  COMP
 AX2576  MODELED GRAV-     979,217.5   (mgal)                       NAVD 88
 AX2576
 AX2576  HORZ ORDER  -  FIRST
 AX2576  VERT ORDER  -  FIRST     CLASS I
 AX2576  ELLP ORDER  -  FOURTH    CLASS I
 AX2576
 AX2576.This mark is at Jackson Co (26R) Airport (26R)
 AX2576
 AX2576.The horizontal coordinates were established by GPS observations
 AX2576.and adjusted by the National Geodetic Survey in March 1997..
 AX2576
 AX2576.The orthometric height was determined by differential leveling
 AX2576.and adjusted by the National Geodetic Survey in June 1991..
 AX2576
 AX2576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX2576
 AX2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2576
 AX2576.The ellipsoidal height was determined by GPS observations
 AX2576.and is referenced to NAD 83.
 AX2576
 AX2576.The geoid height was determined by GEOID03.
 AX2576
 AX2576.The dynamic height is computed by dividing the NAVD 88
 AX2576.geopotential number by the normal gravity value computed on the
 AX2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2576.degrees latitude (g = 980.6199 gals.).
 AX2576
 AX2576.The modeled gravity was interpolated from observed gravity values.
 AX2576
 AX2576;                    North         East     Units Scale Factor Converg.
 AX2576;SPC TXSC     - 4,131,879.739   835,489.491   MT  0.99988008   +1 11 03.3
 AX2576;SPC TXSC     -13,556,008.78  2,741,101.77   sFT  0.99988008   +1 11 03.3
 AX2576;UTM  14      - 3,210,542.523   735,477.575   MT  1.00028431   +1 10 21.0
 AX2576
 AX2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2576!SPC TXSC     -   1.00000143  x   0.99988008  =   0.99988151
 AX2576!UTM  14      -   1.00000143  x   1.00028431  =   1.00028574
 AX2576
 AX2576:                Primary Azimuth Mark                     Grid Az
 AX2576:SPC TXSC     -  EDNA PORT                                145 52 40.8
 AX2576:UTM  14      -  EDNA PORT                                145 53 23.1
 AX2576
 AX2576|---------------------------------------------------------------------|
 AX2576| PID    Reference Object                     Distance      Geod. Az  |
 AX2576|                                                           dddmmss.s |
 AX2576| AN2051 EDNA PORT                           APPROX. 0.5 KM 1470344.1 |
 AX2576|---------------------------------------------------------------------|
 AX2576
 AX2576                          SUPERSEDED SURVEY CONTROL
 AX2576
 AX2576  ELLIP H (03/20/97)   -8.93   (m)                       GP(       ) 4 1
 AX2576  NAD 83(1993)-  29 00 04.79769(N)    096 34 57.77814(W) AD(       ) 3
 AX2576  ELLIP H (02/16/96)   -8.91   (m)                       GP(       ) 5 1
 AX2576  NAD 83(1986)-  29 00 04.81426(N)    096 34 57.76418(W) AD(       ) 3
 AX2576  NAVD 88 (03/20/97)   18.25   (m)           59.9    (f) LEVELING    3  
 AX2576  NGVD 29 (12/23/87)   18.255  (m)           59.89   (f) ADJUSTED    1 1
 AX2576
 AX2576.Superseded values are not recommended for survey control.
 AX2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2576.See file dsdata.txt to determine how the superseded data were derived.
 AX2576
 AX2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3547810543(NAD 83)
 AX2576_MARKER: I = METAL ROD
 AX2576_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AX2576_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AX2576_STAMPING: EDNA PORT AZ MK 1987
 AX2576_MARK LOGO: NGS   
 AX2576_PROJECTION: FLUSH
 AX2576_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2576+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1995
 AX2576_ROD/PIPE-DEPTH: 7.3  meters
 AX2576
 AX2576  HISTORY     - Date     Condition        Report By
 AX2576  HISTORY     - 1987     MONUMENTED       NGS
 AX2576  HISTORY     - 19890119 GOOD             NGS
 AX2576  HISTORY     - 19950124 GOOD             NGS
 AX2576  HISTORY     - 19980725 GOOD             USPSQD
 AX2576
 AX2576                          STATION DESCRIPTION
 AX2576
 AX2576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2576'7.1 KM (4.4 MI) NE FROM EDNA.
 AX2576'2.65 KM (1.64 MI) NORTHEAST ALONG HIGHWAY LOOP 521 FROM THE JUNCTION
 AX2576'OF STATE HIGHWAY 111 IN EDNA, THENCE 3.8 KM (2.37 MI) NORTHEAST ALONG
 AX2576'US HIGHWAY 59, THENCE 0.7 KM (0.44 MI) SOUTHEAST ALONG A PAVED ROAD TO
 AX2576'THE JACKSON COUNTY AIRPORT, AT THE FIRST CROSS TAXIWAY SOUTHEAST OF
 AX2576'THE AIRPORT ADMINISTRATION BUILDING, 44.5 METERS (146 FT) SOUTHWEST OF
 AX2576'THE CENTERLINE OF THE RUNWAY, 16.7 METERS (54.8 FT) NORTHEAST OF THE
 AX2576'CENTERLINE OF A TAXIWAY, 12.7 METERS (41.7 FT) NORTHWEST OF THE
 AX2576'CENTERLINE OF A CROSS TAXIWAY, 11.1 METERS (36.4 FT) SOUTHWEST OF THE
 AX2576'NORTHWEST END OF A 30-INCH PIPE CULVERT, 8.5 METERS (29.9 FT)
 AX2576'EAST-NORTHEAST OF A BLUE TAXI LIGHT.  NOTE--A GPS STATION, THE DATUM
 AX2576'IS IN A 1-INCH SLEEVE WHICH EXTENDS TO A DEPTH OF 0.9 METER.
 AX2576'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2576'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 AX2576'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 AX2576
 AX2576                          STATION RECOVERY (1989)
 AX2576
 AX2576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AX2576'RECOVERED IN GOOD CONDITION.
 AX2576
 AX2576                          STATION RECOVERY (1995)
 AX2576
 AX2576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AX2576'THE STATION IS LOCATED IN EDNA AT THE JACKSON COUNTY AIRPORT AT THE
 AX2576'NEAR MIDFIELD.  OWNERSHIP--JACKSON COUNTY.  FOR ACCESS TO THE AIRPORT
 AX2576'CONTACT MR.  ERIC NELSON, AIRPORT MANAGER, P.O.  BOX 244, EDNA, TX
 AX2576'77957.  PHONE (512) 782-6391.  TO REACH THE STATION FROM THE JUNCTION
 AX2576'OF STATE HIGHWAY 111 AND LOOP 521 IN EDNA, PROCEED NORTHEAST ON
 AX2576'HIGHWAY LOOP 521 FOR 1.64 MI (2.64 KM) TO THE JUNCTION OF LOOP 521 AND
 AX2576'U.S.  HIGHWAY 59.  PROCEED 2.4 MI (3.9 KM) NORTH ON U.S.HIGHWAY 59 TO
 AX2576'SIGN FOR JACKSON COUNTY AIRPORT ON THE RIGHT.  TURN RIGHT, EAST, AND
 AX2576'PROCEED FOR 0.45 MI (0.72 KM) ON THE ENTRANCE ROAD TO THE AIRPORT
 AX2576'OFFICE.  PROCEED ACROSS THE APRON IN A SOUTHEASTERLY DIRECTION TO THE
 AX2576'FIRST TAXIWAY SOUTHEAST OF THE AIRPORT OFFICE AND THE STATION ON THE
 AX2576'LEFT.  THE STATION IS 44.5 M (146.0 FT) SOUTHWEST OF CENTERLINE RUNWAY
 AX2576'14-32, 16.7 M (54.8 FT) NORTHEAST OF THE PARALLEL TAXIWAY, 12.7 M
 AX2576'(41.7 FT) NORTHWEST OF THE CONNECTING TAXIWAY, 11.1 M (36.4 FT)
 AX2576'SOUTHWEST OF THE TOP CENTER OF AN 18 IN PIPE CULVERT.  THE STATION
 AX2576'LOGO CAP IS RECESSED 0.7 FT (21.3 CM) BELOW THE GROUND AND THE ROD IS
 AX2576'PROTRUDING 0.45 FT (13.72 CM) ABOVE THE LOGO CAP.  NOTE--THIS STATION
 AX2576'HAS BEEN SELECTED AS A SACS. WITNESS POST HAS BEEN DESTROYED.
 AX2576
 AX2576                          STATION RECOVERY (1998)
 AX2576
 AX2576'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2344 ***********************************************************************
 AN2344  DESIGNATION -  EDNA RAD STA KWBY CENTER MAST
 AN2344  PID         -  AN2344
 AN2344  STATE/COUNTY-  TX/JACKSON
 AN2344  USGS QUAD   -  EDNA (1995)
 AN2344
 AN2344                         *CURRENT SURVEY CONTROL
 AN2344  ___________________________________________________________________
 AN2344* NAD 83(1993)-  28 57 56.48676(N)    096 38 39.56761(W)     ADJUSTED  
 AN2344* NAVD 88     -                                                        
 AN2344  ___________________________________________________________________
 AN2344  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AN2344  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN2344
 AN2344  HORZ ORDER  -  THIRD
 AN2344
 AN2344.The horizontal coordinates were established by classical geodetic methods
 AN2344.and adjusted by the National Geodetic Survey in February 1996..
 AN2344
 AN2344
 AN2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2344
 AN2344.The geoid height was determined by GEOID03.
 AN2344
 AN2344;                    North         East     Units Scale Factor Converg.
 AN2344;SPC TXSC     - 4,127,808.122   829,568.031   MT  0.99988387   +1 09 14.7
 AN2344;SPC TXSC     -13,542,650.48  2,721,674.45   sFT  0.99988387   +1 09 14.7
 AN2344;UTM  14      - 3,206,470.603   729,552.963   MT  1.00025031   +1 08 28.8
 AN2344
 AN2344                          SUPERSEDED SURVEY CONTROL
 AN2344
 AN2344  NAD 83(1986)-  28 57 56.50036(N)    096 38 39.55452(W) AD(       ) 4
 AN2344  NAD 27      -  28 57 55.55568(N)    096 38 38.63451(W) AD(       ) 3
 AN2344
 AN2344.Superseded values are not recommended for survey control.
 AN2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2344.See file dsdata.txt to determine how the superseded data were derived.
 AN2344
 AN2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2955306471(NAD 83)
 AN2344_MARKER: 42 = RADIO/TV MAST
 AN2344_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2344
 AN2344  HISTORY     - Date     Condition        Report By
 AN2344  HISTORY     - 1980     FIRST OBSERVED   NGS
 AN2344
 AN2344                          STATION DESCRIPTION
 AN2344
 AN2344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2344'THE STATION, EDNA RADIO STATION KWBY CENTER MAST, IS THE CENTER
 AN2344'ONE OF THREE RADIO MASTS THAT LIE IN A NORTHEAST-SOUTHWEST LINE.
 AN2344'THEY ARE ABOUT THE SAME HEIGHT. IT IS A TRIANGULAR STEEL
 AN2344'STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE
 AN2344'AND HAS AN OVERALL HEIGHT OF ABOUT 280 FEET. POINT INTERSECTED
 AN2344'WAS THE RED LIGHT ATOP THE MAST.
 AN2344'
 AN2344'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF EDNA AND 3.1
 AN2344'MILES NORTH OF THE JUNCTION OF STATTE HIGHWAY 111 AND U.S.
 AN2344'HIGHWAY 59 BYPASS AND ALONG THE WEST SIDE OF HIGHWAY 111.
 AN2344'
 AN2344'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 111
 AN2344'AND U.S. HIGHWAY 59 BYPASS AROUND EDNA GO NORTH ON STATE
 AN2344'HIGHWAY 111 FOR 3.1 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2345 ***********************************************************************
 AN2345  DESIGNATION -  EDNA SW MUN TANK
 AN2345  PID         -  AN2345
 AN2345  STATE/COUNTY-  TX/JACKSON
 AN2345  USGS QUAD   -  EDNA (1995)
 AN2345
 AN2345                         *CURRENT SURVEY CONTROL
 AN2345  ___________________________________________________________________
 AN2345* NAD 83(1993)-  28 58 19.94641(N)    096 39 15.67419(W)     ADJUSTED  
 AN2345* NAVD 88     -                                                        
 AN2345  ___________________________________________________________________
 AN2345  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AN2345  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN2345
 AN2345  HORZ ORDER  -  THIRD
 AN2345
 AN2345.The horizontal coordinates were established by classical geodetic methods
 AN2345.and adjusted by the National Geodetic Survey in February 1996..
 AN2345
 AN2345
 AN2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2345
 AN2345.The geoid height was determined by GEOID03.
 AN2345
 AN2345;                    North         East     Units Scale Factor Converg.
 AN2345;SPC TXSC     - 4,128,510.513   828,576.262   MT  0.99988314   +1 08 57.0
 AN2345;SPC TXSC     -13,544,954.91  2,718,420.62   sFT  0.99988314   +1 08 57.0
 AN2345;UTM  14      - 3,207,173.468   728,560.987   MT  1.00024470   +1 08 12.1
 AN2345
 AN2345                          SUPERSEDED SURVEY CONTROL
 AN2345
 AN2345  NAD 83(1986)-  28 58 19.95957(N)    096 39 15.66232(W) AD(       ) 4
 AN2345  NAD 27      -  28 58 19.01819(N)    096 39 14.72801(W) AD(       ) 3
 AN2345
 AN2345.Superseded values are not recommended for survey control.
 AN2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2345.See file dsdata.txt to determine how the superseded data were derived.
 AN2345
 AN2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2856107173(NAD 83)
 AN2345_MARKER: 51 = TANK
 AN2345_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2345
 AN2345  HISTORY     - Date     Condition        Report By
 AN2345  HISTORY     - 1980     FIRST OBSERVED   NGS
 AN2345
 AN2345                          STATION DESCRIPTION
 AN2345
 AN2345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2345'THE STATION, EDNA SOUTHWEST MUNICIPAL TANK, IS A FIVE LEGGED STEEL
 AN2345'STRUCTURE, PAINTED BLUE AND WHITE, WITH OVAL TOP AND BOTTOM TANK,
 AN2345'HAS THE WORDS HOME OF COWBOYS ON THE NORTH SIDE OF THE WHITE PART
 AN2345'OF THE TANK, AND AN OVERALL HEIGHT OF 140 FEET. POINT INTERSECTED
 AN2345'WAS APEX OF VENT.
 AN2345'
 AN2345'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF EDNA IN THE
 AN2345'SOUTH ANGLE OF
 AN2345'THE INTERSECTION OF WEST HICKORY AND SOUTH GUADALUPE
 AN2345'STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2343 ***********************************************************************
 AN2343  DESIGNATION -  EDNA TANK
 AN2343  PID         -  AN2343
 AN2343  STATE/COUNTY-  TX/JACKSON
 AN2343  USGS QUAD   -  EDNA (1995)
 AN2343
 AN2343                         *CURRENT SURVEY CONTROL
 AN2343  ___________________________________________________________________
 AN2343* NAD 83(1993)-  28 58 41.15665(N)    096 38 55.36962(W)     ADJUSTED  
 AN2343* NAVD 88     -                                                        
 AN2343  ___________________________________________________________________
 AN2343  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AN2343  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN2343
 AN2343  HORZ ORDER  -  THIRD
 AN2343
 AN2343.The horizontal coordinates were established by classical geodetic methods
 AN2343.and adjusted by the National Geodetic Survey in February 1996..
 AN2343
 AN2343
 AN2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2343
 AN2343.The geoid height was determined by GEOID03.
 AN2343
 AN2343;                    North         East     Units Scale Factor Converg.
 AN2343;SPC TXSC     - 4,129,174.353   829,112.679   MT  0.99988250   +1 09 06.9
 AN2343;SPC TXSC     -13,547,132.86  2,720,180.51   sFT  0.99988250   +1 09 06.9
 AN2343;UTM  14      - 3,207,837.434   729,097.742   MT  1.00024773   +1 08 22.7
 AN2343
 AN2343                          SUPERSEDED SURVEY CONTROL
 AN2343
 AN2343  NAD 83(1986)-  28 58 41.17100(N)    096 38 55.35444(W) AD(       ) 4
 AN2343  NAD 27      -  28 58 40.21000(N)    096 38 54.43000(W) AD(       ) 3
 AN2343
 AN2343.Superseded values are not recommended for survey control.
 AN2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2343.See file dsdata.txt to determine how the superseded data were derived.
 AN2343
 AN2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2909807837(NAD 83)
 AN2343_MARKER: 51 = TANK
 AN2343_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2343
 AN2343  HISTORY     - Date     Condition        Report By
 AN2343  HISTORY     - 1931     FIRST OBSERVED   CGS
 AN2343  HISTORY     - 1956     GOOD             CGS
 AN2343  HISTORY     - 1963     GOOD             CGS
 AN2343  HISTORY     - 1979     GOOD             NGS
 AN2343  HISTORY     - 1980     GOOD             NGS
 AN2343
 AN2343                          STATION DESCRIPTION
 AN2343
 AN2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WHS)
 AN2343'THE STATION WAS RECOVERED IN GOOD CONDITION.
 AN2343
 AN2343                          STATION RECOVERY (1963)
 AN2343
 AN2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AN2343'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AN2343
 AN2343                          STATION RECOVERY (1979)
 AN2343
 AN2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AN2343'STATION RECOVERED IN GOOD CONDITION.  THERE WAS NO PREVIOUS
 AN2343'DESCRIPTION.  THE TANK IS A 4-LEGGED STEEL STRUCTURE, PAINTED
 AN2343'SILVER, WITH OLD TYPE CONICAL TANK, AND IS ABOUT 110 FEET TALL.
 AN2343'
 AN2343'TANK IS LOCATED IN DOWNTOWN EDNA, ABOUT 0.1 MILE SE OF THE POST
 AN2343'OFFICE, AND JUST NW OF U.S. HIGHWAY 59 BUSINESS.
 AN2343'
 AN2343'STATION IS THE TOP CENTER OF THE TANK.
 AN2343'
 AN2343'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN EDNA.
 AN2343
 AN2343                          STATION RECOVERY (1980)
 AN2343
 AN2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2343'THE STATION WAS RECOVERED IN GOOD CONDITION. THERE WAS NO
 AN2343'PREVIOUS DATA AVAILABLE.
 AN2343'
 AN2343'THE STATION, EDNA TANK, IS A FOUR LEGGED STEEL STRUCTURE, PAINTED
 AN2343'SILVER, WITH OLD TYPE CONICAL TANK, AND IS ABOUT 110 FEET TALL.
 AN2343'POINT INTERSECTED WAS THE TOP CENTER APEX.
 AN2343'
 AN2343'THE STATION IS LOCATED IN DOWNTOWN EDNA ABOUT 0.1 MILE SOUTH
 AN2343'OF THE POST OFFICE, AND JUST NORTH OF U.S. HIGHWAY 59 BUSINESS.
 AN2343'
 AN2343'TO REACH THE STATION FROM POST OFFICE IN EDNA GO SOUTHEAST FOR
 AN2343'0.1 MILE TO U.S. HIGHWAY 59 AND STATION ON THE NORTH SIDE OF
 AN2343'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1989 ***********************************************************************
 AY1989  DESIGNATION -  EDWARDS
 AY1989  PID         -  AY1989
 AY1989  STATE/COUNTY-  TX/BANDERA
 AY1989  USGS QUAD   -  FALL CREEK (1982)
 AY1989
 AY1989                         *CURRENT SURVEY CONTROL
 AY1989  ___________________________________________________________________
 AY1989* NAD 83(1993)-  29 53 18.67556(N)    099 13 47.12213(W)     ADJUSTED  
 AY1989* NAVD 88     -       666.     (meters)    2185.     (feet)  SCALED    
 AY1989  ___________________________________________________________________
 AY1989  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AY1989  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AY1989
 AY1989  HORZ ORDER  -  FIRST
 AY1989
 AY1989.The horizontal coordinates were established by classical geodetic methods
 AY1989.and adjusted by the National Geodetic Survey in February 1996..
 AY1989
 AY1989.The orthometric height was scaled from a topographic map.
 AY1989
 AY1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1989
 AY1989.The geoid height was determined by GEOID03.
 AY1989
 AY1989;                    North         East     Units Scale Factor Converg.
 AY1989;SPC TXSC     - 4,227,794.197   577,808.965   MT  0.99990978   -0 06 45.2
 AY1989;SPC TXSC     -13,870,688.13  1,895,694.91   sFT  0.99990978   -0 06 45.2
 AY1989;UTM  14      - 3,306,454.844   477,815.796   MT  0.99960607   -0 06 52.2
 AY1989
 AY1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1989!SPC TXSC     -   0.99989892  x   0.99990978  =   0.99980870
 AY1989!UTM  14      -   0.99989892  x   0.99960607  =   0.99950503
 AY1989
 AY1989|---------------------------------------------------------------------|
 AY1989| PID    Reference Object                     Distance      Geod. Az  |
 AY1989|                                                           dddmmss.s |
 AY1989| CV3912 EDWARDS RM 4                         19.495 METERS 06200     |
 AY1989| CV3909 EDWARDS RM 1                         19.970 METERS 06219     |
 AY1989| CV3910 EDWARDS RM 2                         14.610 METERS 21158     |
 AY1989| AY2008 WHITE                               APPROX.13.1 KM 2952206.7 |
 AY1989| AY2007 WINDMILL NEAR STATION WHITE         APPROX.13.1 KM 2954808.8 |
 AY1989| CV3911 EDWARDS RM 3                         17.658 METERS 31044     |
 AY1989|---------------------------------------------------------------------|
 AY1989
 AY1989                          SUPERSEDED SURVEY CONTROL
 AY1989
 AY1989  NAD 83(1986)-  29 53 18.68133(N)    099 13 47.10972(W) AD(       ) 1
 AY1989  NAD 27      -  29 53 17.89400(N)    099 13 45.96300(W) AD(       ) 1
 AY1989
 AY1989.Superseded values are not recommended for survey control.
 AY1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1989.See file dsdata.txt to determine how the superseded data were derived.
 AY1989
 AY1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU7781606455(NAD 83)
 AY1989_MARKER: DS = TRIANGULATION STATION DISK
 AY1989_SETTING: 80 = SET IN A BOULDER
 AY1989_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AY1989
 AY1989  HISTORY     - Date     Condition        Report By
 AY1989  HISTORY     - 1935     MONUMENTED       CGS
 AY1989  HISTORY     - 1937     GOOD             TXHD
 AY1989  HISTORY     - 1944     GOOD             CGS
 AY1989
 AY1989                          STATION DESCRIPTION
 AY1989
 AY1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY1989'STATION IS ABOUT 6-1/2 MILES A LITTLE E OF N FROM MEDINA.
 AY1989'ABOUT 14-1/2 MILES NW OF BANDERA.  ABOUT 3/4 MILE S OF THE
 AY1989'KERR-BANDERA COUNTY LINE.  ON THE SUMMIT OF A PROMINENT
 AY1989'HILL, VERY ROCKY AND THICKLY COVERED WITH FAIR-SIZED TREES, THE
 AY1989'HIGHEST POINT IN MANY MILES.  IT IS IN THE PASTURE OF MR.
 AY1989'W.R. EDWARDS, ABOUT 3/4 MILE SW OF HIS HOUSE.  IT IS 65 FEET
 AY1989'W OF N-S FENCELINE.
 AY1989'
 AY1989'STATION MARK IS A BRONZE STATION DISK SET IN SQUARE ROCK
 AY1989'ABOUT 8 INCHES WIDE AND 18 INCHES LONG.  ROCK IS SET IN
 AY1989'CONCRETE.
 AY1989'
 AY1989'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE.
 AY1989'
 AY1989'REFERENCE MARK 2, A BRONZE REFERENCE DISK, IS SET IN DEPRESSION
 AY1989'IN ROCK.
 AY1989'
 AY1989'REFERENCE MARK 3, A BRONZE REFERENCE DISK, IS SET IN DEPRESSION
 AY1989'IN ROCK.
 AY1989'
 AY1989'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 81 AND
 AY1989'U.S. HIGHWAY 290 IN THE S EDGE OF KERRVILLE, GO SW ON HIGHWAY
 AY1989'81 FOR 7.9 MILES TO A SIDE ROAD RIGHT AT SIGN KERRVILLE 9
 AY1989'MILES.  CONTINUE SW ON HIGHWAY 81 FOR 4.35 MILES TO A WOODEN
 AY1989'GATE LEFT WITH A SIGN LEFT EDWARDS RANCH.  GO THROUGH GATE
 AY1989'AND FOLLOW MAIN ROAD 1.4 MILES TO A WOODEN GATE E OF CORRAL
 AY1989'AND SHEDS, GO THROUGH GATE AND FOLLOW MAIN ROAD 0.7 MILE TO THE
 AY1989'HOME OF MR. EDWARDS.  DRIVE THROUGH CORRAL AND GO S ON ROUGH
 AY1989'ROCKY ROAD FOR 0.6 MILE TO WHERE ROAD MAKES A SHARP BEND
 AY1989'AFTER CROSSING CREEK BED, GO S ACROSS PASTURE FOR 0.1 MILE TO
 AY1989'A FENCELINE.  FOLLOW FENCELINE SE UPGRADE FOR ABOUT 175
 AY1989'YARDS, TURN RIGHT (S) WITH FENCELINE AND GO 175 YARDS TO
 AY1989'HIGHEST POINT AND STATION.  STATION IS 65 FEET W OF N-S
 AY1989'FENCELINE.
 AY1989'
 AY1989'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AY1989
 AY1989                          STATION RECOVERY (1937)
 AY1989
 AY1989'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1989'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 AY1989'AS DESCRIBED.  DIRECTIONS FOR LOCATING STATION ARE SATISFACTORY.
 AY1989
 AY1989                          STATION RECOVERY (1944)
 AY1989
 AY1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY1989'STATION MARK AND REFERENCE MARKS 2 AND 3 RECOVERED IN GOOD
 AY1989'CONDITION.  REFERENCE MARK 1, A BRONZE REFERENCE DISK CEMENTED
 AY1989'IN A DRILL HOLE IN A BOULDER AND STAMPED NO 1 EDWARDS 1935,
 AY1989'WAS FOUND LYING LOOSE ON THE GROUND.  ANOTHER REFERENCE MARK,
 AY1989'NO. 4, WAS SET TO REPLACE IT.  PROPERTY IS NOW OWNED BY MR.
 AY1989'WALTER SCHULZE OF KERRVILLE.
 AY1989'
 AY1989'STATION IS ON A HEAVILY WOODED HILL, LOCATED BY AIR LINE
 AY1989'DISTANCES ABOUT 12-1/2 MILES SSW OF KERRVILLE, AND 14 MILES
 AY1989'NW OF BANDERA.  IT IS ABOUT 30 FEET S OF THE SW ONE OF TWO
 AY1989'HIGHEST POINTS ON HILL, WHICH ARE ABOUT 150 FEET APART.
 AY1989'LOOSE ROCK USED TO ANCHOR SIGNAL TOWER WILL REMAIN IN VICINITY.
 AY1989'
 AY1989'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A BOULDER,
 AY1989'8 INCHES BY 14 INCHES, WHICH IS EMBEDDED IN AN IRREGULAR
 AY1989'MASS OF CONCRETE.  THE CONCRETE IS FLUSH WITH THE GROUND.
 AY1989'THE BOULDER PROJECTS ABOUT 8 INCHES ABOVE GROUND.  IT IS
 AY1989'STAMPED EDWARDS 1935.
 AY1989'
 AY1989'REFERENCE MARK 2 IS ABOUT 3 FEET LOWER THAN THE STATION.
 AY1989'IT IS A BRONZE REFERENCE DISK SET IN AN IRREGULAR MASS OF
 AY1989'CONCRETE FLUSH WITH THE GROUND.  IT IS STAMPED NO 2 EDWARDS
 AY1989'1935.
 AY1989'
 AY1989'REFERENCE MARK 3 IS ABOUT 2-1/2 FEET LOWER THAN THE STATION.
 AY1989'IT IS A BRONZE REFERENCE DISK.  IT IS STAMPED NO 3 EDWARDS
 AY1989'1935 AND IS FLUSH WITH THE GROUND.
 AY1989'
 AY1989'REFERENCE MARK 4 IS ABOUT 5 FEET LOWER THAN THE STATION AND
 AY1989'4 FEET E OF FENCELINE.  IT IS A BRONZE REFERENCE DISK SET IN A
 AY1989'SQUARE CONCRETE MONUMENT.  IT IS STAMPED NO 4 EDWARDS 1944
 AY1989'AND PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 AY1989'
 AY1989'NO AZIMUTH MARK WAS ESTABLISHED AS NO SUITABLE POINT COULD
 AY1989'BE SEEN FROM THE GROUND AT THE STATION.
 AY1989'
 AY1989'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 AY1989'16 AND 27, ONE BLOCK NW OF THE POST OFFICE IN KERRVILLE, GO
 AY1989'SW TOWARD BANDERA ON HIGHWAY 16 FOR 1.8 MILES TO END OF
 AY1989'PAVEMENT.  CONTINUE ON THE HIGHWAY FOR 6.5 MILES TO A ROAD
 AY1989'LEADING SHARP RIGHT AT SIGN MIRROR LAKE.  CONTINUE ON HIGHWAY
 AY1989'FOR 4.1 MILES TO A ROAD STRAIGHT AHEAD OVER CATTLE GUARD
 AY1989'WHERE HIGHWAY 16 CURVES TO RIGHT.  SIGN ON GATE TO RIGHT
 AY1989'OF CATTLE GUARD--WALTER SCHULZE.  TAKE THIS ROAD, STRAIGHT
 AY1989'AHEAD OVER CATTLE GUARD, 0.6 MILE TO RANCH HOUSE.  TURN RIGHT
 AY1989'ON TRACK ROAD ALONG TELEPHONE LINE FOR 0.8 MILE TO A
 AY1989'BOARD GATE E OF CORRAL.  PASS THROUGH GATE AND CONTINUE
 AY1989'0.8 MILE TO RANCH HOUSE.  TAKE ROAD ON N SIDE OF HOUSE TO
 AY1989'BARNYARD, THENCE BETWEEN HOUSE AND WINDMILL, AND OUT OF
 AY1989'BARNYARD ONTO TRACK ROAD LEADING SW.  FOLLOW THIS TRACK
 AY1989'ROAD 0.7 MILE TO WHERE ROAD TURNS LEFT ACROSS SMALL
 AY1989'WASH.  STATION IS ON HIGHEST POINT OF HILL, ABOUT 0.1
 AY1989'MILE S OF HERE.  A TRUCK CAN BE DRIVEN TO TOP OF HILL
 AY1989'AND FENCELINE NEAR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0682 ***********************************************************************
 DO0682  DESIGNATION -  EDWARDS
 DO0682  PID         -  DO0682
 DO0682  STATE/COUNTY-  TX/CLAY
 DO0682  USGS QUAD   -  DEER CREEK (1981)
 DO0682
 DO0682                         *CURRENT SURVEY CONTROL
 DO0682  ___________________________________________________________________
 DO0682* NAD 83(1993)-  33 44 29.74403(N)    098 18 23.17553(W)     ADJUSTED  
 DO0682* NAVD 88     -       303.0    (meters)     994.     (feet)  VERTCON   
 DO0682  ___________________________________________________________________
 DO0682  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 DO0682  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DO0682
 DO0682  HORZ ORDER  -  SECOND
 DO0682
 DO0682.The horizontal coordinates were established by classical geodetic methods
 DO0682.and adjusted by the National Geodetic Survey in February 1996..
 DO0682
 DO0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0682
 DO0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0682
 DO0682.The geoid height was determined by GEOID03.
 DO0682
 DO0682;                    North         East     Units Scale Factor Converg.
 DO0682;SPC TXNC     - 2,230,111.956   617,935.185   MT  0.99994498   +0 06 20.0
 DO0682;SPC TXNC     - 7,316,625.64  2,027,342.35   sFT  0.99994498   +0 06 20.0
 DO0682;UTM  14      - 3,733,721.188   564,242.874   MT  0.99965088   +0 23 06.9
 DO0682
 DO0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0682!SPC TXNC     -   0.99995677  x   0.99994498  =   0.99990175
 DO0682!UTM  14      -   0.99995677  x   0.99965088  =   0.99960766
 DO0682
 DO0682:                Primary Azimuth Mark                     Grid Az
 DO0682:SPC TXNC     -  EDWARDS AZ MK                            043 02 27.3
 DO0682:UTM  14      -  EDWARDS AZ MK                            042 45 40.4
 DO0682
 DO0682|---------------------------------------------------------------------|
 DO0682| PID    Reference Object                     Distance      Geod. Az  |
 DO0682|                                                           dddmmss.s |
 DO0682| CX7142 EDWARDS AZ MK                                      0430847.3 |
 DO0682| CX7143 EDWARDS RM 1                         14.646 METERS 12353     |
 DO0682| CX7144 EDWARDS RM 2                         15.904 METERS 26938     |
 DO0682|---------------------------------------------------------------------|
 DO0682
 DO0682                          SUPERSEDED SURVEY CONTROL
 DO0682
 DO0682  NAD 83(1993)-  33 44 29.74420(N)    098 18 23.17490(W) AD(       ) 2
 DO0682  NAD 83(1986)-  33 44 29.74795(N)    098 18 23.16190(W) AD(       ) 2
 DO0682  NAD 27      -  33 44 29.38178(N)    098 18 21.98751(W) AD(       ) 2
 DO0682  NGVD 29 (04/15/93)  302.9    (m)          994.     (f) VERT ANG       
 DO0682
 DO0682.Superseded values are not recommended for survey control.
 DO0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0682.See file dsdata.txt to determine how the superseded data were derived.
 DO0682
 DO0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6424333721(NAD 83)
 DO0682_MARKER: DD = SURVEY DISK
 DO0682_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DO0682_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DO0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0682
 DO0682  HISTORY     - Date     Condition        Report By
 DO0682  HISTORY     - 1966     MONUMENTED       CGS
 DO0682  HISTORY     - 1962     GOOD             USGS
 DO0682
 DO0682                          STATION DESCRIPTION
 DO0682
 DO0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0682'THE STATION IS ABOUT 16 MILES SOUTHEAST OF WICHITA FALLS,
 DO0682'11 MILES NORTHEAST OF SCOTLAND AND 8 MILES SOUTHWEST OF
 DO0682'HENRIETTA, IN PASTUERLAND ABOUT 200 FEET SOUTHEAST OF
 DO0682'A GRADED ROAD.
 DO0682'
 DO0682'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 DO0682'AND FARM ROAD 172 IN SCOTLAND, GO EASTERLY ON FARM ROAD 172
 DO0682'FOR 7.5 MILES TO A SIDE ROAD LEFT AT A SIGN BOBBY M. BURNS.  TURN
 DO0682'LEFT AND GO NORTHERLY ON GRADED ROAD FOR 0.7 MILE TO A
 DO0682'FORK.  TAKE THE LEFT FORK AND GO NORTH AND EAST FOR 1.2 MILES
 DO0682'TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST FOR 1.7
 DO0682'MILES TO A SIDE ROAD LEFT AND A MAIL BOX ON THE RIGHT.
 DO0682'CONTINUE NORTHEAST ON GRADED ROAD FOR 0.65 MILE TO A CATTLE
 DO0682'GUARD AND SIDE ROAD RIGHT.  TURN RIGHT, CROSSING
 DO0682'CATTLE GUARD AND GO ABOUT 30 FEET TO A FORK.  TAKE THE
 DO0682'RIGHT FORK AND GO SOUTHERLY FOR 0.1 MILE TO A WIRE
 DO0682'GATE AND THE AZIMUTH MARK ON THE RIGHT.  PASS THROUGH
 DO0682'AND CONTINUE SOUTHERLY ON TRACK ROAD FOR 0.1 MILE TO
 DO0682'THE END OF TRACK ROAD AT AN OIL WELL.  LEAVE ROAD AND
 DO0682'GO SOUTH-SOUTHWEST ACROSS PASTURE FOR 0.25 MILE TO THE
 DO0682'STATION.
 DO0682'
 DO0682'STATION MARK IS A U.S.G.S. BRONZE DISK, STAMPED 990,
 DO0682'FASTENED TO THE TOP OF A 3 INCH IRON PIPE, THAT PROJECTS
 DO0682'1 FOOT ABOVE THE GROUND.  IT IS 173 FEET SOUTHEAST OF A
 DO0682'RIGHT-OF-WAY FENCE AND 202 FEET SOUTHEAST OF THE CENTERLINE
 DO0682'OF A GRADED ROAD.
 DO0682'
 DO0682'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EDWARDS USGS
 DO0682'NO 1 1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12
 DO0682'INCHES IN DIAMETER, THAT PROJECTS 1 INCH ABOVE THE
 DO0682'GROUND.  IT IS 271 FEET SOUTHEAST OF THE CENTERLINE OF
 DO0682'THE GRADED ROAD, 239 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 DO0682'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0682'
 DO0682'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EDWARDS USGS
 DO0682'NO 2 1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 DO0682'IN DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT
 DO0682'IS 265 FEET SOUTHEAST OF THE CENTERLINE OF THE GRADED ROAD,
 DO0682'133 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND
 DO0682'ABOUT THE SAME ELEVATION AS THE STATION.
 DO0682'
 DO0682'AZIMUTH MARK IS A STANDARD DISK, STAMPED EDWARDS USGS 1965,
 DO0682'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0682'DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 DO0682'30 FEET NORTHWEST OF THE NORTH GATE POST OF A WIRE GATE, 3
 DO0682'FEET NORTHWEST OF A WITNESS POST AND 1 FOOT NORTHWEST
 DO0682'OF A WIRE FENCE.
 DO0682'
 DO0682'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 DO0682
 DO0682                          STATION RECOVERY (1962)
 DO0682
 DO0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DO0682'ON LAND OWNED BY DR. A. B. EDWARDS ON THE E. SIDE OF THE
 DO0682'HENRIETTA-HALSELL WAGON RD., ABOUT 3 MI. NE. OF HALSELL STATION AND
 DO0682'THREE-QUARTERS OF A MI. SW. OF THE RD. CROSSING OF THE SOUTHWESTERN
 DO0682'RAILWAY AT A SPUR.  PERPENDICULAR DISTANCE FROM CENTER OF WAGON RD.
 DO0682'SE. TO STATION IS 208 FT.
 DO0682'
 DO0682'RECOVERED BY USGS IN 1955.
 DO0682'
 DO0682'RECOVERED BY USGS IN 1962 AND REDESCRIBED AS FOLLOWS
 DO0682'
 DO0682'HENRIETTA, ABOUT 5.1 MI. S. AND 6.1 MI. W. OF, 1.5 MI. N. AND 2.3 MI.
 DO0682'E. OF HALSELL, ON A LOW RIDGE, 1395 FT. NE. ALONG A GRADED RD. FROM
 DO0682'A T-RD. NW. AND 202 FT. SE. OF THE NE-SW. RD.
 DO0682'
 DO0682'TO REACH FROM JUNCTION U.S. HIGHWAY 287 AND STATE HIGHWAY 148 IN
 DO0682'HENRIETTA, GO S. ALONG HIGHWAY 148 1.8 MI. TO A CROSSROAD, TURN W.
 DO0682'2.2 MI., JOG S. 0.2 MI., THEN W. 1.0 MI., THEN S. 0.8 MI. TO A T-RD.
 DO0682'W., TURN W. 1.0 MI. TO WHERE THE RD. TURNS SW., CONTINUE SW. 3.0 MI.
 DO0682'TO THE STATION ON THE LEFT.
 DO0682'
 DO0682'STATION MARK (1914)--A STAMPED IRON POST SET IN CENTER OF SMALL MOUND
 DO0682'IN PASTURE, UNDER WHICH A SMALL SANDSTONE, WITH CROSS CUT ON ONE FACE,
 DO0682'WAS BURIED.
 DO0682'
 DO0682'THE 1962 RECOVERY NOTE STATES STATION MARK--A STANDARD TABLET, NOT
 DO0682'STAMPED, ON A 3 IN. IRON PIPE PROJECTING 1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1222 ***********************************************************************
 CT1222  DESIGNATION -  EDWARDS
 CT1222  PID         -  CT1222
 CT1222  STATE/COUNTY-  TX/JONES
 CT1222  USGS QUAD   -  TRUBY (1984)
 CT1222
 CT1222                         *CURRENT SURVEY CONTROL
 CT1222  ___________________________________________________________________
 CT1222* NAD 83(1993)-  32 43 56.15222(N)    099 58 37.32902(W)     ADJUSTED  
 CT1222* NAVD 88     -       568.     (meters)    1864.     (feet)  SCALED    
 CT1222  ___________________________________________________________________
 CT1222  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 CT1222  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CT1222
 CT1222  HORZ ORDER  -  THIRD
 CT1222
 CT1222.The horizontal coordinates were established by classical geodetic methods
 CT1222.and adjusted by the National Geodetic Survey in February 1996..
 CT1222
 CT1222.The orthometric height was scaled from a topographic map.
 CT1222
 CT1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1222
 CT1222.The geoid height was determined by GEOID03.
 CT1222
 CT1222;                    North         East     Units Scale Factor Converg.
 CT1222;SPC TXNC     - 2,119,137.236   461,570.921   MT  0.99988806   -0 48 20.0
 CT1222;SPC TXNC     - 6,952,536.08  1,514,337.26   sFT  0.99988806   -0 48 20.0
 CT1222;UTM  14      - 3,622,028.479   408,452.862   MT  0.99970334   -0 31 42.0
 CT1222
 CT1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1222!SPC TXNC     -   0.99991529  x   0.99988806  =   0.99980336
 CT1222!UTM  14      -   0.99991529  x   0.99970334  =   0.99961865
 CT1222
 CT1222                          SUPERSEDED SURVEY CONTROL
 CT1222
 CT1222  NAD 83(1986)-  32 43 56.15826(N)    099 58 37.31726(W) AD(       ) 3
 CT1222
 CT1222.Superseded values are not recommended for survey control.
 CT1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1222.See file dsdata.txt to determine how the superseded data were derived.
 CT1222
 CT1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0845322028(NAD 83)
 CT1222_MARKER: DD = SURVEY DISK
 CT1222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT1222_SP_SET: METAL PIPE AND CONCRETE SURROUND
 CT1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1222
 CT1222  HISTORY     - Date     Condition        Report By
 CT1222  HISTORY     - 1956     MONUMENTED       USGS
 CT1222
 CT1222                          STATION DESCRIPTION
 CT1222
 CT1222'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CT1222'STATION LOCATED ABOUT 5 MI. W. AND 1 MI. S. OF ANSON.
 CT1222'
 CT1222'TO REACH FROM ANSON, GO W. ON U.S. HIGHWAY 180 FOR 5.0 MI., TURN S. AT
 CT1222'FIELD RD., WHICH IS 0.3 MI. W. OF A CHURCH, GO 1.0 MI. TO SITE OF A
 CT1222'DRY HOLE, AND END OF TRUCK TRAVEL, PACK E. ACROSS BRUSH COVERED SAND
 CT1222'HILLS 0.5 MI. TO HIGHEST POINT IN VICINITY AND STATION SITE.
 CT1222'
 CT1222'STATION MARK--STANDARD CAP WELDED ON A 3-IN. IRON PIPE AND STAMPED
 CT1222'---EDWARDS 1956---.  PIPE WAS SET IN A CONCRETE BASE.
 CT1222'
 CT1222'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN AN 8-IN. OAK TREE,
 CT1222'48.05 FT. FROM STATION BEARING S 70 17 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9224 ***********************************************************************
 AF9224  DESIGNATION -  EDWARDS ET
 AF9224  PID         -  AF9224
 AF9224  STATE/COUNTY-  TX/DICKENS
 AF9224  USGS QUAD   -  GILPIN (1959)
 AF9224
 AF9224                         *CURRENT SURVEY CONTROL
 AF9224  ___________________________________________________________________
 AF9224* NAD 83(1993)-  33 29 38.74696(N)    100 44 57.69209(W)     ADJUSTED  
 AF9224* NAVD 88     -       706.8    (meters)    2319.     (feet)  VERTCON   
 AF9224  ___________________________________________________________________
 AF9224  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AF9224  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AF9224
 AF9224  HORZ ORDER  -  THIRD
 AF9224
 AF9224.The horizontal coordinates were established by classical geodetic methods
 AF9224.and adjusted by the National Geodetic Survey in July 1998..
 AF9224
 AF9224.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9224
 AF9224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9224
 AF9224.The geoid height was determined by GEOID03.
 AF9224
 AF9224;                    North         East     Units Scale Factor Converg.
 AF9224;SPC TXNC     - 2,204,883.595   391,006.043   MT  0.99990235   -1 13 36.4
 AF9224;SPC TXNC     - 7,233,855.59  1,282,825.66   sFT  0.99990235   -1 13 36.4
 AF9224;UTM  14      - 3,707,434.034   337,489.162   MT  0.99992560   -0 57 56.1
 AF9224
 AF9224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9224!SPC TXNC     -   0.99989317  x   0.99990235  =   0.99979553
 AF9224!UTM  14      -   0.99989317  x   0.99992560  =   0.99981878
 AF9224
 AF9224                          SUPERSEDED SURVEY CONTROL
 AF9224
 AF9224  NGVD 29 (07/17/98)  706.5    (m)         2318.     (f) VERT ANG       
 AF9224
 AF9224.Superseded values are not recommended for survey control.
 AF9224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9224.See file dsdata.txt to determine how the superseded data were derived.
 AF9224
 AF9224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC3748907434(NAD 83)
 AF9224_MARKER: DS = TRIANGULATION STATION DISK
 AF9224
 AF9224  HISTORY     - Date     Condition        Report By
 AF9224  HISTORY     - 1958     MONUMENTED       USGS
 AF9224
 AF9224                          STATION DESCRIPTION
 AF9224
 AF9224'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9224'STATION IS LOCATED 6 MI. ENE. OF SPUR, 11 MI. NW. OF GIRARD, IN
 AF9224'MESQUITE COVERED GRAZING LAND JUST N. OF A PLOWED FIELD.
 AF9224'STATION WAS REACHED BY GOING SE. ON STATE HIGHWAY 70 FROM THE LIGHT ON
 AF9224'THE HIGHWAY IN SPUR, 7.5 MI. TO A COUNTY RD. N., THEN N. 4.5 MI. TO
 AF9224'THE N. SIDE OF A PLOWED FIELD ON THE RIGHT.  STATION MARK IS 1250 FT.
 AF9224'E. OF THE RD. AT THIS POINT AND 14.5 FT. N. OF THE FENCE LINE.
 AF9224'STATION MARK--A STANDARD USGS TABLET SET IN THE TOP OF A CONCRETE POST
 AF9224'FLUSH WITH THE GROUND AND STAMPED---EDWARDS-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2366 ***********************************************************************
 AH2366  DESIGNATION -  EDWARDS ET
 AH2366  PID         -  AH2366
 AH2366  STATE/COUNTY-  TX/GLASSCOCK
 AH2366  USGS QUAD   -  LUCIAN WELLS RANCH (1966)
 AH2366
 AH2366                         *CURRENT SURVEY CONTROL
 AH2366  ___________________________________________________________________
 AH2366* NAD 83(1993)-  32 03 53.54282(N)    101 34 56.70431(W)     ADJUSTED  
 AH2366* NAVD 88     -       782.8    (meters)    2568.     (feet)  VERTCON   
 AH2366  ___________________________________________________________________
 AH2366  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AH2366  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AH2366
 AH2366  HORZ ORDER  -  THIRD
 AH2366
 AH2366.The horizontal coordinates were established by classical geodetic methods
 AH2366.and adjusted by the National Geodetic Survey in July 1998..
 AH2366
 AH2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2366
 AH2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2366
 AH2366.The geoid height was determined by GEOID03.
 AH2366
 AH2366;                    North         East     Units Scale Factor Converg.
 AH2366;SPC TX C     - 3,266,533.315   582,049.389   MT  1.00005381   -0 38 36.1
 AH2366;SPC TX C     -10,716,951.38  1,909,607.04   sFT  1.00005381   -0 38 36.1
 AH2366;UTM  14      - 3,550,544.257   256,212.444   MT  1.00033301   -1 22 17.9
 AH2366
 AH2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2366!SPC TX C     -   0.99988103  x   1.00005381  =   0.99993483
 AH2366!UTM  14      -   0.99988103  x   1.00033301  =   1.00021400
 AH2366
 AH2366                          SUPERSEDED SURVEY CONTROL
 AH2366
 AH2366  NGVD 29 (07/28/98)  782.5    (m)         2567.     (f) VERT ANG       
 AH2366
 AH2366.Superseded values are not recommended for survey control.
 AH2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2366.See file dsdata.txt to determine how the superseded data were derived.
 AH2366
 AH2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA5621250544(NAD 83)
 AH2366_MARKER: DS = TRIANGULATION STATION DISK
 AH2366
 AH2366  HISTORY     - Date     Condition        Report By
 AH2366  HISTORY     - 1966     MONUMENTED       USGS
 AH2366
 AH2366                          STATION DESCRIPTION
 AH2366
 AH2366'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2366'TO REACH FROM THE JUNCTION OF TEXAS STATE HIGHWAY 33 AND FARM ROAD
 AH2366'818, AT LEES, TEXAS, W. 3.0 MI. ALONG ROAD 818, THENCE N. AND
 AH2366'CONTINUING ON ROAD 818 0.6 MI., THENCE LEFT (W.) ON GRADED GRAVEL RD.
 AH2366'1.8 MI. TO THE HEADQUARTERS OF THE LUCIAN WELLS RANCH (AS PERMISSION
 AH2366'HERE), THENCE CONTINUING W. ON GRADED RD. 0.9 MI., THENCE LEFT ON
 AH2366'GRADED RD. 0.3 MI. TO AN OLD WELL LOCATION, THENCE SW. ACROSS COUNTRY
 AH2366'0.4 MI. TO TOP OF HILL AND STATION.
 AH2366'STATION MARK--STANDARD TABLET SET IN THE TOP OF A CONCRETE POST AND
 AH2366'STAMPED---EDWARDS E.T. 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0158 ***********************************************************************
 CV0158  DESIGNATION -  EE 1125
 CV0158  PID         -  CV0158
 CV0158  STATE/COUNTY-  TX/ANDREWS
 CV0158  USGS QUAD   -  NORTH COWDEN NW (1968)
 CV0158
 CV0158                         *CURRENT SURVEY CONTROL
 CV0158  ___________________________________________________________________
 CV0158* NAD 83(1986)-  32 12 43.     (N)    102 41 20.     (W)     SCALED    
 CV0158* NAVD 88     -       978.584  (meters)    3210.57   (feet)  ADJUSTED  
 CV0158  ___________________________________________________________________
 CV0158  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CV0158  DYNAMIC HT  -         977.227 (meters)    3206.12  (feet)  COMP
 CV0158  MODELED GRAV-     979,218.0   (mgal)                       NAVD 88
 CV0158
 CV0158  VERT ORDER  -  SECOND    CLASS 0
 CV0158
 CV0158.The horizontal coordinates were scaled from a topographic map and have
 CV0158.an estimated accuracy of +/- 6 seconds.
 CV0158
 CV0158.The orthometric height was determined by differential leveling
 CV0158.and adjusted by the National Geodetic Survey in June 1991..
 CV0158
 CV0158.The geoid height was determined by GEOID03.
 CV0158
 CV0158.The dynamic height is computed by dividing the NAVD 88
 CV0158.geopotential number by the normal gravity value computed on the
 CV0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0158.degrees latitude (g = 980.6199 gals.).
 CV0158
 CV0158.The modeled gravity was interpolated from observed gravity values.
 CV0158
 CV0158;                    North         East    Units  Estimated Accuracy
 CV0158;SPC TXNC     - 2,068,340.      205,210.      MT  (+/- 180 meters Scaled)
 CV0158
 CV0158                          SUPERSEDED SURVEY CONTROL
 CV0158
 CV0158  NGVD 29 (??/??/92)  978.165  (m)         3209.20   (f) ADJ UNCH    2 0
 CV0158
 CV0158.Superseded values are not recommended for survey control.
 CV0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0158.See file dsdata.txt to determine how the superseded data were derived.
 CV0158
 CV0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR178662(NAD 83)
 CV0158_MARKER: DB = BENCH MARK DISK
 CV0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0158_STAMPING: EE 1125 1958
 CV0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0158+STABILITY: SURFACE MOTION
 CV0158
 CV0158  HISTORY     - Date     Condition        Report By
 CV0158  HISTORY     - 1958     MONUMENTED       CGS
 CV0158
 CV0158                          STATION DESCRIPTION
 CV0158
 CV0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0158'11.35 MI SW FROM ANDREWS.
 CV0158'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0158'COURTHOUSE AT ANDREWS, THENCE 11.25 MILES SOUTHWEST ALONG STATE
 CV0158'HIGHWAY 115, 59 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 150
 CV0158'FEET NORTH OF THE CENTER OF THE CROSSING OF A PAVED ROAD, 98 FEET
 CV0158'NORTHEAST OF THE CENTER LINE OF THE PAVED ROAD, IN LINE WITH A ROW OF
 CV0158'TELEPHONE POLES, 58 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST
 CV0158'OF THE NORTHWEST RIGHT OF WAY FENCE, 14 FEET NORTHEAST OF A TELEPHONE
 CV0158'POLE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CV0158'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7095 ***********************************************************************
 AW7095  DESIGNATION -  EFD A
 AW7095  PID         -  AW7095
 AW7095  STATE/COUNTY-  TX/HARRIS
 AW7095  USGS QUAD   -  FRIENDSWOOD (1995)
 AW7095
 AW7095                         *CURRENT SURVEY CONTROL
 AW7095  ___________________________________________________________________
 AW7095* NAD 83(1993)-  29 35 35.76293(N)    095 09 52.75622(W)     ADJUSTED  
 AW7095* NAVD 88     -         8.1    (meters)      27.     (feet)  GPS OBS   
 AW7095  ___________________________________________________________________
 AW7095  X           -    -499,659.039 (meters)                     COMP
 AW7095  Y           -  -5,528,109.283 (meters)                     COMP
 AW7095  Z           -   3,131,239.095 (meters)                     COMP
 AW7095  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW7095  ELLIP HEIGHT-         -19.07  (meters)          (01/29/01) GPS OBS
 AW7095  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW7095
 AW7095  HORZ ORDER  -  SECOND
 AW7095  ELLP ORDER  -  FIFTH     CLASS I
 AW7095
 AW7095.This mark is at Ellington Fld (EFD) Airport (EFD)
 AW7095
 AW7095.The horizontal coordinates were established by GPS observations
 AW7095.and adjusted by the National Geodetic Survey in February 1996..
 AW7095
 AW7095.The orthometric height was determined by GPS observations and a
 AW7095.high-resolution geoid model.
 AW7095
 AW7095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7095
 AW7095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7095
 AW7095.The ellipsoidal height was determined by GPS observations
 AW7095.and is referenced to NAD 83.
 AW7095
 AW7095.The geoid height was determined by GEOID03.
 AW7095
 AW7095;                    North         East     Units Scale Factor Converg.
 AW7095;SPC TXSC     - 4,201,138.937   971,444.304   MT  0.99987337   +1 52 44.3
 AW7095;SPC TXSC     -13,783,236.66  3,187,146.85   sFT  0.99987337   +1 52 44.3
 AW7095;UTM  15      - 3,275,673.819   290,352.249   MT  1.00014234   -1 04 09.8
 AW7095
 AW7095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7095!SPC TXSC     -   1.00000300  x   0.99987337  =   0.99987636
 AW7095!UTM  15      -   1.00000300  x   1.00014234  =   1.00014534
 AW7095
 AW7095                          SUPERSEDED SURVEY CONTROL
 AW7095
 AW7095  ELLIP H (03/20/97)  -18.91   (m)                       GP(       ) 5 1
 AW7095  ELLIP H (02/16/96)  -18.94   (m)                       GP(       ) 5 1
 AW7095  NAD 83(1986)-  29 35 35.77820(N)    095 09 52.73761(W) AD(       ) 2
 AW7095  NGVD 29 (03/26/93)    8.0    (m)           26.     (f) GPS OBS        
 AW7095
 AW7095.Superseded values are not recommended for survey control.
 AW7095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7095.See file dsdata.txt to determine how the superseded data were derived.
 AW7095
 AW7095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9035275674(NAD 83)
 AW7095_MARKER: DD = SURVEY DISK
 AW7095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7095_SP_SET: CONCRETE POST
 AW7095_STAMPING: EFD A 1985
 AW7095_MARK LOGO: NOS   
 AW7095_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7095+STABILITY: SURFACE MOTION
 AW7095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7095+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1994
 AW7095
 AW7095  HISTORY     - Date     Condition        Report By
 AW7095  HISTORY     - 1985     MONUMENTED       NOS
 AW7095  HISTORY     - 19900615 GOOD             NGS
 AW7095  HISTORY     - 19921022 GOOD
 AW7095  HISTORY     - 19941125 GOOD             NGS
 AW7095
 AW7095                          STATION DESCRIPTION
 AW7095
 AW7095'DESCRIBED BY NATIONAL OCEAN SERVICE 1985
 AW7095'THE STATION IS LOCATED ON ELLINGTON FIELD, ON THE SOUTWEST SIDE OF THE
 AW7095'AIRPORT, SOUTHWEST OF RUNWAY END 35L.
 AW7095'TO REACH THE STATION CONTACT MUST FIRST BE MADE WITH AIRPORT
 AW7095'OPERATIONS, 510 ELLINGTON FIELD, HOUSTON, TEXAS, 77034, 713-481-2828.
 AW7095'THIS STATION IS LOCATED WITHIN THE CONTROLLED MOVEMENT AREA OF THIS
 AW7095'FIELD.
 AW7095'THE STATION IS A STANDARD NOS DISK STAMPED---EFD A 1985--- SET THE TOP
 AW7095'OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE STATION IS
 AW7095'290.0 FT (88.4 M) SOUTHWEST OF THE CENTERLINE OF RUNWAY END 35L,
 AW7095'166.8 FT (50.8 M) WEST AND ON RANGE WITH THE FIRST SET OF APPROACH
 AW7095'LIGHTS, AND 33.9 FT (10.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AW7095'RUN-UP AREA OF THE TAXIWAY.
 AW7095
 AW7095                          STATION RECOVERY (1990)
 AW7095
 AW7095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AW7095'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF THE AIRPORT ON RANGE
 AW7095'WITH AND 166.8 FT (50.8 M) WEST OF THE FIRST SET OF APPROACH LIGHTS,
 AW7095'290.0 FT (88.4 M) SOUTHWEST OF C/L END RWY 35L AND 33.9 FT (10.3 M)
 AW7095'SOUTHEAST OF THE SOUTHEAST CORNER OF RUN-UP AREA ON TAXIWAY.  THE
 AW7095'STATION IS A STANDARD NOS DISK STAMPED EFD A 1985 SET IN THE TOP OF A
 AW7095'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW7095
 AW7095                          STATION RECOVERY (1992)
 AW7095
 AW7095'RECOVERED 1992
 AW7095'RECOVERED IN GOOD CONDITION.
 AW7095
 AW7095                          STATION RECOVERY (1994)
 AW7095
 AW7095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW7095'RECOVERED AS DESCRIBED, WITH ADDITIONAL COMMENTS.  THIS AIRPORT
 AW7095'REQUIRES SECURITY ESCORT..........  TO REACH THE STATION FROM THE MAIN
 AW7095'GATE, PROCEED NORTHWEST ON CHALLENGER AVENUE FOR 0.1 MI (0.2 KM) TO
 AW7095'INTERSECTION WITH AEROSPACE AVENUE.  TURN RIGHT (NORTHEAST) ONTO
 AW7095'AEROSPACE AVENUE AND CONTINUE FOR 0.4 MI (0.6 KM) TO GOODWIN ROAD.
 AW7095'FOLLOW GOODWIN ROAD FOR 0.1 MI (0.2 KM) TO THE PERIMETER ROAD GATE.
 AW7095'CONTINUE THROUGH THE GATE AND TURN LEFT (NORTHEAST) AND PROCEED 0.2 MI
 AW7095'(0.3 KM) TO THE STATION ON THE RIGHT JUST SOUTHEAST OF THE WARM UP
 AW7095'PAD.  FOR ACCESS TO THE AIRPORT, CONTACT MR.  ERNIE HALL, OPERATIONS
 AW7095'SUPERVISOR, DEPARTMENT OF AVIATION, BUILDING 510, ELLINGTON FIELD,
 AW7095'HOUSTON, TEXAS, 77034, PHONE (713) -481-2828 OR CONTACT MR.  ALOYSIUS
 AW7095'M.  STEPCHINSKI, AIRFIELD INSPECTOR, BUILDING 510, ELLINGTON FIELD,
 AW7095'HOUSTON, TEXAS, 77034, PHONE (713) -484-9024.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6461 ***********************************************************************
 AC6461  SACS        -  This is a Secondary Airport Control Station.
 AC6461  DESIGNATION -  EFD B 1985
 AC6461  PID         -  AC6461
 AC6461  STATE/COUNTY-  TX/HARRIS
 AC6461  USGS QUAD   -  FRIENDSWOOD (1995)
 AC6461
 AC6461                         *CURRENT SURVEY CONTROL
 AC6461  ___________________________________________________________________
 AC6461* NAD 83(1993)-  29 36 35.87677(N)    095 09 05.87592(W)     ADJUSTED  
 AC6461* NAVD 88     -         8.93   (meters)      29.3    (feet)  GPS OBS   
 AC6461  ___________________________________________________________________
 AC6461  X           -    -498,320.557 (meters)                     COMP
 AC6461  Y           -  -5,527,312.845 (meters)                     COMP
 AC6461  Z           -   3,132,848.868 (meters)                     COMP
 AC6461  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AC6461  ELLIP HEIGHT-         -18.21  (meters)          (01/29/01) GPS OBS
 AC6461  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AC6461
 AC6461  HORZ ORDER  -  FIRST
 AC6461  ELLP ORDER  -  FIFTH     CLASS I
 AC6461
 AC6461.This mark is at Ellington Fld (EFD) Airport (EFD)
 AC6461
 AC6461.The horizontal coordinates were established by GPS observations
 AC6461.and adjusted by the National Geodetic Survey in March 1997..
 AC6461
 AC6461.The orthometric height was determined by GPS observations and a
 AC6461.high-resolution geoid model.
 AC6461
 AC6461.GPS derived orthometric heights for airport stations designated as
 AC6461.PACS or SACS are published to 2 decimal places.  This maintains
 AC6461.centimeter relative accuracy between the PACS and SACS.  It does
 AC6461.not indicate centimeter accuracy relative to other marks which are
 AC6461.part of the NAVD 88 network.
 AC6461
 AC6461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6461
 AC6461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6461
 AC6461.The ellipsoidal height was determined by GPS observations
 AC6461.and is referenced to NAD 83.
 AC6461
 AC6461.The geoid height was determined by GEOID03.
 AC6461
 AC6461;                    North         East     Units Scale Factor Converg.
 AC6461;SPC TXSC     - 4,203,030.066   972,644.142   MT  0.99987472   +1 53 07.3
 AC6461;SPC TXSC     -13,789,441.14  3,191,083.32   sFT  0.99987472   +1 53 07.3
 AC6461;UTM  15      - 3,277,501.209   291,648.121   MT  1.00013566   -1 03 48.6
 AC6461
 AC6461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6461!SPC TXSC     -   1.00000286  x   0.99987472  =   0.99987758
 AC6461!UTM  15      -   1.00000286  x   1.00013566  =   1.00013852
 AC6461
 AC6461                          SUPERSEDED SURVEY CONTROL
 AC6461
 AC6461  ELLIP H (03/20/97)  -18.08   (m)                       GP(       ) 5 1
 AC6461
 AC6461.Superseded values are not recommended for survey control.
 AC6461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6461.See file dsdata.txt to determine how the superseded data were derived.
 AC6461
 AC6461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9164877501(NAD 83)
 AC6461_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6461_STAMPING: EFD B 1985
 AC6461_MARK LOGO: NOS   
 AC6461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6461+STABILITY: SURFACE MOTION
 AC6461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6461+SATELLITE: SATELLITE OBSERVATIONS - 1985
 AC6461
 AC6461  HISTORY     - Date     Condition        Report By
 AC6461  HISTORY     - 1985     MONUMENTED       NOS
 AC6461  HISTORY     - 19900615 GOOD             NGS
 AC6461  HISTORY     - 19970616 GOOD             USPSQD
 AC6461
 AC6461                          STATION DESCRIPTION
 AC6461
 AC6461'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (JWB)
 AC6461'THIS STATION IS LOCATED ABOUT 17.O MI SOUTHEAST OF DOWNTOWN HOUSTON,
 AC6461'ON ELLINGTON AIRFIELD IN THE GRASS AREA BETWEEN RUNWAY 4/22 AND
 AC6461'TAXIWAY C.  THIS AIRPORT REQUIRES SECURITY ESCORT..........  TO REACH
 AC6461'THE STATION FROM THE MAIN GATE, PROCEED NORTHWEST ON CHALLENGER AVENUE
 AC6461'FOR 0.1 MI (0.2 KM) TO INTERSECTION WITH AEROSPACE AVENUE. TURN RIGHT
 AC6461'(NORTHEAST) ONTO AEROSPACE AVENEUE AND CONTINUE FOR 0.3 MI (0.5 KM) TO
 AC6461'INTERSECTION WITH BRANTLEY AVENUE.  TURN RIGHT (WEST) AND CONTINUE FOR
 AC6461'0.4 MI (0.6 KM) TO GOODWIN ROAD.  FOLLOW GOODWIN ROAD FOR 0.1 MI (0.2
 AC6461'KM) TO THE PERIMETER GATE.  PROCEED THROUGH THE GATE AND FOLLOW THE
 AC6461'PERIMETER ROAD AROUND THE RUNWAYS FOR 2.4 MI (3.9 KM) TO BEND IN THE
 AC6461'ROAD.  TURN RIGHT (NORTHWEST) AND CONTINUE ON THE PERIMETER ROAD FOR
 AC6461'2.8 MI (4.5 KM) TO TAXIWAY C, TURN LEFT (NORTHWEST) ONTO TAXIWAY C FOR
 AC6461'0.2 MI (0.3 KM) TO SERVICE ROAD.  TURN RIGHT ONTO SERVICE ROAD AND
 AC6461'CONTINUE FOR 0.1 MI (0.2 KM) TO THE STATION DIRECTLY AHEAD ON THE
 AC6461'SOUTHEAST EDGE OF THE LOOP ROAD.  THE STATION IS LOCATED 2435.0 FT
 AC6461'(742.2 M) SOUTHWEST OF CENTERLINE END RUNWAY 22, 293.6 FT (89.5 M)
 AC6461'NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 4/22, 445.8 FT (135.9 M)
 AC6461'SOUTHEAST OF THE SOUTHERLY CORNER OF A CHAIN LINK FENCE ENCLOSING
 AC6461'TRANSFORMERS, 178.1 FT (54.3 M) SOUTHEAST OF THE CONCRETE BASE OF A
 AC6461'DISMANTLED ELECTRICAL JUNCTION BOX AND 8.4 FT (2.6 M) SOUTHEAST OF THE
 AC6461'EDGE OF THE SERVICE ROAD. THE STATION IS LOCATED 5 CM BELOW THE GROUND
 AC6461'LEVEL.  FOR ACCESS TO THE AIRPORT, CONTACT MR.  ERNIE HALL, OPERATIONS
 AC6461'SUPERVISOR, DEPARTMENT OF AVIATION, BUILDING 510, ELLINGTON FIELD,
 AC6461'HOUSTON, TEXAS 77034, PHONE (713) -481-2828 OR MR.  ALOYSIUS M.
 AC6461'STEPCHINSKI, AIRFIELD INSPECTOR, BUILDING 510, ELLINGTON FIELD,
 AC6461'HOUSTON, TEXAS 77034, PHONE (713) -484-9024.
 AC6461
 AC6461                          STATION RECOVERY (1990)
 AC6461
 AC6461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC6461'THE STATION IS LOCATED 2435 FT (742.2 M) SOUTHWEST OF C/L END RWY 22,
 AC6461'293.6 FT (89.5 M) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 4-22,
 AC6461'445.8 FT (135.9 M) SOUTHEAST OF THE SOUTHERLY CORNER OF CHAINLINK
 AC6461'FENCE ENCLOSURE, 178.1 FT (54.3 M) SOUTHEAST OF ELECTRICAL JUNCTION
 AC6461'BOX AND 8.4 FT (2.6 M) SOUTHEAST OF THE EDGE OF SERVICE ROAD.  THE
 AC6461'STATION IS A STANDARD NOS DISK STAMPED EFD B 1985 SET IN THE TOP OF A
 AC6461'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC6461
 AC6461                          STATION RECOVERY (1997)
 AC6461
 AC6461'RECOVERY NOTE BY US POWER SQUADRON 1997
 AC6461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7096 ***********************************************************************
 AW7096  DESIGNATION -  EFD C
 AW7096  PID         -  AW7096
 AW7096  STATE/COUNTY-  TX/HARRIS
 AW7096  USGS QUAD   -  FRIENDSWOOD (1995)
 AW7096
 AW7096                         *CURRENT SURVEY CONTROL
 AW7096  ___________________________________________________________________
 AW7096* NAD 83(1993)-  29 36 36.44428(N)    095 09 07.21560(W)     ADJUSTED  
 AW7096* NAVD 88     -         8.9    (meters)      29.     (feet)  GPS OBS   
 AW7096  ___________________________________________________________________
 AW7096  X           -    -498,355.678 (meters)                     COMP
 AW7096  Y           -  -5,527,300.974 (meters)                     COMP
 AW7096  Z           -   3,132,864.040 (meters)                     COMP
 AW7096  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW7096  ELLIP HEIGHT-         -18.25  (meters)          (01/29/01) GPS OBS
 AW7096  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW7096
 AW7096  HORZ ORDER  -  SECOND
 AW7096  ELLP ORDER  -  FIFTH     CLASS I
 AW7096
 AW7096.This mark is at Ellington Fld (EFD) Airport (EFD)
 AW7096
 AW7096.The horizontal coordinates were established by GPS observations
 AW7096.and adjusted by the National Geodetic Survey in February 1996..
 AW7096
 AW7096.The orthometric height was determined by GPS observations and a
 AW7096.high-resolution geoid model.
 AW7096
 AW7096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7096
 AW7096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7096
 AW7096.The ellipsoidal height was determined by GPS observations
 AW7096.and is referenced to NAD 83.
 AW7096
 AW7096.The geoid height was determined by GEOID03.
 AW7096
 AW7096;                    North         East     Units Scale Factor Converg.
 AW7096;SPC TXSC     - 4,203,046.343   972,607.546   MT  0.99987474   +1 53 06.7
 AW7096;SPC TXSC     -13,789,494.54  3,190,963.26   sFT  0.99987474   +1 53 06.7
 AW7096;UTM  15      - 3,277,519.352   291,612.402   MT  1.00013584   -1 03 49.2
 AW7096
 AW7096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7096!SPC TXSC     -   1.00000287  x   0.99987474  =   0.99987761
 AW7096!UTM  15      -   1.00000287  x   1.00013584  =   1.00013871
 AW7096
 AW7096                          SUPERSEDED SURVEY CONTROL
 AW7096
 AW7096  ELLIP H (03/20/97)  -18.14   (m)                       GP(       ) 5 1
 AW7096  ELLIP H (02/16/96)  -18.15   (m)                       GP(       ) 5 1
 AW7096  NAD 83(1986)-  29 36 36.45960(N)    095 09 07.19701(W) AD(       ) 2
 AW7096  NGVD 29 (03/26/93)    8.8    (m)           29.     (f) GPS OBS        
 AW7096
 AW7096.Superseded values are not recommended for survey control.
 AW7096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7096.See file dsdata.txt to determine how the superseded data were derived.
 AW7096
 AW7096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9161277519(NAD 83)
 AW7096_MARKER: A = ALUMINUM MARKER
 AW7096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW7096_SP_SET: METAL PIPE IN CONCRETE
 AW7096_STAMPING: EFD C 1992
 AW7096_MARK LOGO: NOS   
 AW7096_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW7096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7096+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1994
 AW7096
 AW7096  HISTORY     - Date     Condition        Report By
 AW7096  HISTORY     - 1992     MONUMENTED       NOS
 AW7096  HISTORY     - 19920615 GOOD             NOS
 AW7096  HISTORY     - 19941125 GOOD             NGS
 AW7096
 AW7096                          STATION DESCRIPTION
 AW7096
 AW7096'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 AW7096'THE STATION IS LOCATED ON ELLINGTON FIELD IN A GRASSY AREA BETWEEN
 AW7096'TAXIWAY GULF AND RUNWAY 4-22.
 AW7096'TO REACH THE STATION CONTACT MUST FIRST BE MADE WITH AIRPORT
 AW7096'OPERATIONS, 510 ELLINGTON FIELD, HOUSTON, TEXAS, 77034, 713-481-2828.
 AW7096'THIS STATION IS LOCATED WITHIN THE CONTROLLED MOVEMENT AREA OF THIS
 AW7096'FIELD.
 AW7096'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED---EFD C 1992---
 AW7096'WHICH HAS BEEN ATTACHED TO THE TOP OF A 42 INCH ALUMINUM ROD THAT HAS
 AW7096'BEEN DRIVEN INTO THE GROUND AND SURROUNDED BY A CONCRETE. THE STATION
 AW7096'IS 66.1 FT (20.1 M) SOUTHEAST OF THE EAST CORNER OF A LARGE CONCRETE
 AW7096'PAD, 39.3 FT (12.0 M) SOUTH OF THE CENTER 1 OF 5 BRONZE DISK SET IN A
 AW7096'CONCRETE CROSS, 38.1 FT (11.6 M) SOUTH SOUTHEAST OF AN OLD ELECTRIC
 AW7096'JUNCTION BOX,18.75 FT SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE
 AW7096'CROSS IN THE SERVICE ROAD, AND 5.0 FT (1.5 M) SOUTHEAST OF THE
 AW7096'SERVICE ROAD.
 AW7096
 AW7096                          STATION RECOVERY (1992)
 AW7096
 AW7096'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW7096'THE STATION IS LOCATED IN A GRASSY AREA BETWEEN TAXIWAY GULF AND
 AW7096'RUNWAY 4-22.  THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED EFD
 AW7096'C 1922 ATTACHED TO A 42 INCH ROD THAT HAS BEEN DRIVEN INTO THE GROUND
 AW7096'AND SURROUNDED BY A MASS OF CONCRETE.  IT IS 66.1 FT (20.1 M)
 AW7096'SOUTHEAST OF THE EAST CORNER OF A LARGE CONCRETE PAD, 39.3 FT (12.0 M)
 AW7096'SOUTH OF THE CENTER 1 OF 5 BRONZE DISK SET IN A CONCRETE CROSS, 38.1
 AW7096'FT (11.6 M) SOUTH SOUTHEAST OF AN OLD JUNCTION BOX, 18.74 FT (5.71 M)
 AW7096'SOUTHEAST OF THE SOUTHERN CORNER OF A CROSS IN SERVICE RD.
 AW7096
 AW7096                          STATION RECOVERY (1994)
 AW7096
 AW7096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW7096'RECOVERED AS DESCRIBED, WITH ADDITIONAL COMMENTS.  THE STATION IS
 AW7096'LOCATED ABOUT 17.0 MI (27.4 KM) SOUTHEAST OF DOWNTOWN HOUSTON, AT THE
 AW7096'ELLINGTON AIRFIELD.  THIS AIRPORT REQUIRES SECURITY ESCORT..........
 AW7096'TO REACH THIS STATION FROM THE MAIN GATE, PROCEED NORTHWEST ON
 AW7096'CHALLENGER AVENUE FOR 0.1 MI (0.2 KM) TO INTERSECTION WITH AEROSPACE
 AW7096'AVENUE.  TURN RIGHT (NORTHEAST) ONTO AEROSPACE AVENUE AND CONTINUE FOR
 AW7096'0.3 MI (0.5 KM) TO INTERSECTION WITH BRANTLEY AVENUE.  TURN RIGHT
 AW7096'(WEST) AND CONTINUE FOR 0.4 MI (0.6 KM) TO GOODWIN ROAD.  FOLLOW
 AW7096'GOODWIN ROAD FOR 0.1 MI (0.2 KM) TO THE PERIMETER GATE.  PROCEED
 AW7096'THROUGH THE GATE AND FOLLOW THE PERIMETER ROAD AROUND THE RUNWAYS FOR
 AW7096'2.4 MI (3.9 KM) TO BEND IN ROAD.  TURN RIGHT (NORTHWEST) CONTINUING ON
 AW7096'THE PERIMETER ROAD FOR 2.8 MI (4.5 KM) TO TAXIWAY C.  TURN LEFT
 AW7096'(NORTHWEST) ONTO TAXIWAY C FOR 0.2 MI (0.3 KM) TO A SERVICE ROAD. TURN
 AW7096'RIGHT ONTO SERVICE ROAD AND CONTINUE FOR 0.1 MI (0.2 KM) TO THE
 AW7096'STATION ON THE RIGHT.  FOR ACCESS TO THE AIRPORT, CONTACT MR.  ERNIE
 AW7096'HALL, OPERATIONS SUPERVISOR, DEPARTMENT OF AVIATION, BUILDING 510,
 AW7096'ELLINGTON FIELD, HOUSTON, TEXAS 77034, PHONE (713) -481-2828 OR
 AW7096'CONTACT MR.  ALOYSIUS M.  STEPCHINSKI, AIRFIELD INSPECTOR, BUILDING
 AW7096'510, ELLINGTON FIELD, HOUSTON, TEXAS 77034, PHONE (713) -484-9024.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3199 ***********************************************************************
 AB3199  PACS        -  This is a Primary Airport Control Station.
 AB3199  DESIGNATION -  EFD D
 AB3199  PID         -  AB3199
 AB3199  STATE/COUNTY-  TX/HARRIS
 AB3199  USGS QUAD   -  FRIENDSWOOD (1995)
 AB3199
 AB3199                         *CURRENT SURVEY CONTROL
 AB3199  ___________________________________________________________________
 AB3199* NAD 83(1993)-  29 36 19.67250(N)    095 09 27.61256(W)     ADJUSTED  
 AB3199* NAVD 88     -         9.02   (meters)      29.6    (feet)  GPS OBS   
 AB3199  ___________________________________________________________________
 AB3199  X           -    -498,925.200 (meters)                     COMP
 AB3199  Y           -  -5,527,505.866 (meters)                     COMP
 AB3199  Z           -   3,132,415.113 (meters)                     COMP
 AB3199  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AB3199  ELLIP HEIGHT-         -18.14  (meters)          (10/24/00) GPS OBS
 AB3199  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AB3199
 AB3199  HORZ ORDER  -  B
 AB3199  ELLP ORDER  -  FOURTH    CLASS II
 AB3199
 AB3199.This mark is at Ellington Fld (EFD) Airport (EFD)
 AB3199
 AB3199.The horizontal coordinates were established by GPS observations
 AB3199.and adjusted by the National Geodetic Survey in February 1996..
 AB3199
 AB3199.The orthometric height was determined by GPS observations and a
 AB3199.high-resolution geoid model.
 AB3199
 AB3199.GPS derived orthometric heights for airport stations designated as
 AB3199.PACS or SACS are published to 2 decimal places.  This maintains
 AB3199.centimeter relative accuracy between the PACS and SACS.  It does
 AB3199.not indicate centimeter accuracy relative to other marks which are
 AB3199.part of the NAVD 88 network.
 AB3199
 AB3199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3199
 AB3199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3199
 AB3199.The ellipsoidal height was determined by GPS observations
 AB3199.and is referenced to NAD 83.
 AB3199
 AB3199.The geoid height was determined by GEOID03.
 AB3199
 AB3199;                    North         East     Units Scale Factor Converg.
 AB3199;SPC TXSC     - 4,202,512.237   972,076.074   MT  0.99987435   +1 52 56.7
 AB3199;SPC TXSC     -13,787,742.23  3,189,219.59   sFT  0.99987435   +1 52 56.7
 AB3199;UTM  15      - 3,277,013.160   291,054.010   MT  1.00013872   -1 03 58.8
 AB3199
 AB3199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3199!SPC TXSC     -   1.00000285  x   0.99987435  =   0.99987720
 AB3199!UTM  15      -   1.00000285  x   1.00013872  =   1.00014157
 AB3199
 AB3199                          SUPERSEDED SURVEY CONTROL
 AB3199
 AB3199  ELLIP H (02/20/96)  -18.01   (m)                       GP(       ) 3 2
 AB3199
 AB3199.Superseded values are not recommended for survey control.
 AB3199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3199.See file dsdata.txt to determine how the superseded data were derived.
 AB3199
 AB3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9105477013(NAD 83)
 AB3199_MARKER: I = METAL ROD
 AB3199_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3199_STAMPING: EFD D 1994
 AB3199_MARK LOGO: NGS   
 AB3199_PROJECTION: FLUSH
 AB3199_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3199+STABILITY: POSITION/ELEVATION WELL
 AB3199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3199+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 AB3199_ROD/PIPE-DEPTH: 5.1  meters
 AB3199_SLEEVE-DEPTH  : 1 meters
 AB3199
 AB3199  HISTORY     - Date     Condition        Report By
 AB3199  HISTORY     - 1994     MONUMENTED       NGS
 AB3199  HISTORY     - 20050622 GOOD             NASA
 AB3199
 AB3199                          STATION DESCRIPTION
 AB3199
 AB3199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AB3199'THE STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) SOUTHEAST OF DOWNTOWN
 AB3199'HOUSTON, AT THE ELLINGTON AIRFIELD IN THE MID-FIELD AREA JUST NORTH OF
 AB3199'THE TACAN/VOR BUILDING.  THIS AIRPORT REQUIRES SECURITY
 AB3199'ESCORT..........  TO REACH THE STATION FROM THE AIR TRAFFIC CONTROL
 AB3199'TOWER, ENTER THE GATE JUST SOUTH OF THE TOWER AND PROCEED NORTHEAST
 AB3199'FOR 0.2 MI (0.3 KM) TO TAXIWAY C.  TURN EAST ON TAXIWAY C AND CONTINUE
 AB3199'FOR 0.3 MI (0.5 KM) TO THE SERVICE ROAD FOR THE VOR.  TURN RIGHT
 AB3199'(SOUTH) ONTO THE SERVICE ROAD AND FOLLOW THE ROAD PAST THE VOR AND TO
 AB3199'THE STATION LOCATED IN THE CENTER OF A GRASSY AREA FORMED BY A LOOP
 AB3199'DIRT ROAD.  THE STATION IS LOCATED 0.1 MI (0.2 KM) SOUTH SOUTHEAST
 AB3199'FROM THE VOR/TACAN, 34.5 FT (10.5 M) WEST NORTHWEST OF SURVEY MARK
 AB3199'STAMPED 532.1 LF, 11.8 FT (3.6 M) WEST SOUTHWEST OF WEST CORNER OF
 AB3199'CONCRETE PAD, AND 2.8 FT (0.9 M) WEST OF A CARSONITE WITNESS POST.
 AB3199'FOR ACCESS TO THE AIRPORT, CONTACT MR.  ERNIE HALL, OPERATIONS
 AB3199'SUPERVISOR, DEPARTMENT OF AVIATION, BUILDING 510, ELLLNGTON FIELD,
 AB3199'HOUSTON, TEXAS 77034, PHONE (713) -481-2828 OR CONTACT MR.  ALOYSIUS
 AB3199'M.  STEPCHINSKI, AIRFIELD INSPECTOR, BUILDING 510, ELLINGTON FIELD,
 AB3199'HOUSTON, TEXAS 77034, PHONE (713) -484-9024. THIS IS A PAC STATION.
 AB3199
 AB3199                          STATION RECOVERY (2005)
 AB3199
 AB3199'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AB3199'NOTE CHANGES IN CONTACT INFO -
 AB3199'FOR ACCESS TO THE AIRPORT, CONTACT MR.  RICK KAMINSKI, OPERATIONS
 AB3199'SUPERVISOR, DEPARTMENT OF AVIATION, BUILDING 510, ELLLNGTON FIELD,
 AB3199'HOUSTON, TEXAS 77034, PHONE (713) -847-4225 OR CONTACT MR.  ALOYSIUS
 AB3199'M.  STEPCHINSKI, AIRFIELD INSPECTOR, BUILDING 510, ELLINGTON FIELD,
 AB3199'HOUSTON, TEXAS 77034, PHONE (713) -847-4220.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3085 ***********************************************************************
 CS3085  DESIGNATION -  EGAN
 CS3085  PID         -  CS3085
 CS3085  STATE/COUNTY-  TX/JOHNSON
 CS3085  USGS QUAD   -  KEENE (1978)
 CS3085
 CS3085                         *CURRENT SURVEY CONTROL
 CS3085  ___________________________________________________________________
 CS3085* NAD 83(1993)-  32 27 36.97277(N)    097 15 48.08093(W)     ADJUSTED  
 CS3085* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 CS3085  ___________________________________________________________________
 CS3085  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CS3085  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CS3085
 CS3085  HORZ ORDER  -  SECOND
 CS3085
 CS3085.The horizontal coordinates were established by classical geodetic methods
 CS3085.and adjusted by the National Geodetic Survey in February 1996..
 CS3085
 CS3085.The orthometric height was scaled from a topographic map.
 CS3085
 CS3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3085
 CS3085.The geoid height was determined by GEOID03.
 CS3085
 CS3085;                    North         East     Units Scale Factor Converg.
 CS3085;SPC TXNC     - 2,088,687.774   716,255.534   MT  0.99992551   +0 40 28.1
 CS3085;SPC TXNC     - 6,852,636.47  2,349,915.03   sFT  0.99992551   +0 40 28.1
 CS3085;UTM  14      - 3,592,782.914   663,221.274   MT  0.99992853   +0 55 56.2
 CS3085
 CS3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3085!SPC TXNC     -   0.99996285  x   0.99992551  =   0.99988837
 CS3085!UTM  14      -   0.99996285  x   0.99992853  =   0.99989139
 CS3085
 CS3085:                Primary Azimuth Mark                     Grid Az
 CS3085:SPC TXNC     -  ALVARADO MUNICIPAL TANK                  138 21 52.6
 CS3085:UTM  14      -  ALVARADO MUNICIPAL TANK                  138 06 24.5
 CS3085
 CS3085|---------------------------------------------------------------------|
 CS3085| PID    Reference Object                     Distance      Geod. Az  |
 CS3085|                                                           dddmmss.s |
 CS3085| CS3055 ALVARADO MUNICIPAL TANK             APPROX. 7.2 KM 1390220.7 |
 CS3085| CS3052 ALVARADO METH CHURCH STEEPLE        APPROX. 7.8 KM 1414755.6 |
 CS3085| CY1729 EGAN AZ MK                                         1521819.4 |
 CS3085| CY1730 EGAN RM 1                            36.155 METERS 22006     |
 CS3085| CS3087 KEENE SW JUNIOR COLLEGE TANK        APPROX. 9.2 KM 2204230.4 |
 CS3085| CY1731 EGAN RM 2                            27.533 METERS 33710     |
 CS3085|---------------------------------------------------------------------|
 CS3085
 CS3085                          SUPERSEDED SURVEY CONTROL
 CS3085
 CS3085  NAD 83(1986)-  32 27 36.97705(N)    097 15 48.06218(W) AD(       ) 2
 CS3085  NAD 27      -  32 27 36.47000(N)    097 15 47.01300(W) AD(       ) 2
 CS3085
 CS3085.Superseded values are not recommended for survey control.
 CS3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3085.See file dsdata.txt to determine how the superseded data were derived.
 CS3085
 CS3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA6322192783(NAD 83)
 CS3085_MARKER: DS = TRIANGULATION STATION DISK
 CS3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3085
 CS3085  HISTORY     - Date     Condition        Report By
 CS3085  HISTORY     - 1948     MONUMENTED       CGS
 CS3085  HISTORY     - 1953     GOOD             CGS
 CS3085  HISTORY     - 1961     GOOD             USGS
 CS3085  HISTORY     - 1969     MARK NOT FOUND   CGS
 CS3085  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS3085  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS3085  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS3085  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS3085
 CS3085                          STATION DESCRIPTION
 CS3085
 CS3085'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3085'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF ALVARADO,
 CS3085'ABOUT 2 MILES EAST-NORTHEAST OF EGAN, ON THE EAST RIGHT-OF-WAY
 CS3085'OF U.S. HIGHWAY 81.  IT IS 53 FEET NORTHEAST OF THE CENTERLINE
 CS3085'OF THE HIGHWAY, 17.3 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY
 CS3085'POST WITH THE NUMBERS 386-00 PAINTED ON THE SOUTH SIDE,
 CS3085'AND 10 FEET SOUTHEAST OF A WITNESS POST AND FENCE LINE.  THE
 CS3085'DISK IS STAMPED EGAN 1948 AND PROJECTS 2 INCHES.
 CS3085'
 CS3085'REFERENCE MARK NO. 1 IS 118.62 FEET SOUTHWEST OF THE STATION,
 CS3085'61 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 56
 CS3085'FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST WITH THE
 CS3085'NUMBERS 386-00 PAINTED ON THE NORTH SIDE.  THE DISK IS STAMPED
 CS3085'EGAN NO 1 1948 AND PROJECTS 6 INCHES.
 CS3085'
 CS3085'REFERENCE MARK NO. 2 IS 90.33 FEET NORTHWEST OF THE STATION,
 CS3085'59 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 8
 CS3085'INCHES SOUTHWEST OF THE FENCE LINE.  THE DISK IS STAMPED
 CS3085'EGAN NO 2 1948 AND PROJECTS 6 INCHES.
 CS3085'
 CS3085'THE AZIMUTH MARK IS APPROXIMATELY 0.95 MILE SOUTHEAST OF
 CS3085'THE STATION, 57 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 CS3085'HIGHWAY 81, 8 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE, AND
 CS3085'1.5 FEET NORTH OF A WITNESS POST.  THE DISK IS STAMPED EGAN
 CS3085'1948 AND PROJECTS 4 INCHES.
 CS3085'
 CS3085'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
 CS3085'
 CS3085'A 100 FOOT SIGNAL AT ALVARADO CAN BE SEEN AT 64 FEET.
 CS3085'
 CS3085'A 74 FOOT SIGNAL AT TURKEY CAN BE SEEN AT 77 FEET.
 CS3085'
 CS3085'AN 87 FOOT SIGNAL AT KEENE CAN BE SEEN AT 64 FEET.
 CS3085'
 CS3085'A 30 FOOT SIGNAL AT CADDO 1946 CAN BE SEEN AT 64. FEET.
 CS3085'
 CS3085'A 74 FOOT SIGNAL AT SELMAN 1947 CAN BE SEEN AT 77 FEET.
 CS3085'
 CS3085'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CS3085
 CS3085                          STATION RECOVERY (1953)
 CS3085
 CS3085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3085'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 CS3085'DESCRIBED.  THE HIGHWAY HAS BEEN WIDENED AND THE SITE OF THE
 CS3085'AZIMUTH MARK IS NOW IN THE WEST GUTTER OF THE HIGHWAY.  THE
 CS3085'STATION IS ABOUT 100 YARDS NORTH OF KELLEYS STORE AND GAS
 CS3085'STATION AND IS 10 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE,
 CS3085'AND THE OLD WITNESS POST.
 CS3085
 CS3085                          STATION RECOVERY (1961)
 CS3085
 CS3085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS3085'STATION FOUND IN GOOD CONDITION.  LOCATED ABOUT 4-1/2 MILES
 CS3085'NW OF ALVARADO, ABOUT 2 MILES ENE OF EGAN, ON THE E R-O-W
 CS3085'OF U.S. HWY 81.  IT IS 250 FEET NW OF A SERVICE STATION AND
 CS3085'GROCERY STROE, 1490 FEET SE OF JUNCTION OF U.S. HWY 81 AND
 CS3085'STATE FARM ROAD 917 E AND 53 FEET NE OF THE CENTER LINE OF
 CS3085'THE HIGHWAY.  THE MARK IS A STANDARD DISK STAMPED EGAN 1948,
 CS3085'SET IN CONCRETE POST FLUSH WITH GROUND.
 CS3085
 CS3085                          STATION RECOVERY (1969)
 CS3085
 CS3085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS3085'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 CS3085'SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED ALL MARKS HAVE
 CS3085'BEEN DESTROYED AS THE STATION SITE IS NOW THE SOUTH BOUND
 CS3085'TRAFFIC LANE FOR U.S. HIGHWAY 81.
 CS3085'
 CS3085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 CS3085'MILES EAST OF EGAN.
 CS3085
 CS3085                          STATION RECOVERY (1994)
 CS3085
 CS3085'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3085'MARK NOT FOUND.
 CS3085
 CS3085                          STATION RECOVERY (1999)
 CS3085
 CS3085'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3085'MARK NOT FOUND.
 CS3085
 CS3085                          STATION RECOVERY (2004)
 CS3085
 CS3085'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS3085'MARK NOT FOUND.
 CS3085
 CS3085                          STATION RECOVERY (2005)
 CS3085
 CS3085'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS3085'STATION BELIEVED TO BE DESTROYED BY US HWY. 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2295 ***********************************************************************
 AN2295  DESIGNATION -  EGG 1934
 AN2295  PID         -  AN2295
 AN2295  STATE/COUNTY-  TX/CALHOUN
 AN2295  USGS QUAD   -  MOSQUITO POINT (1973)
 AN2295
 AN2295                         *CURRENT SURVEY CONTROL
 AN2295  ___________________________________________________________________
 AN2295* NAD 83(1993)-  28 16 36.46046(N)    096 44 06.72566(W)     ADJUSTED  
 AN2295* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AN2295  ___________________________________________________________________
 AN2295  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AN2295  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN2295
 AN2295  HORZ ORDER  -  SECOND
 AN2295
 AN2295.The horizontal coordinates were established by classical geodetic methods
 AN2295.and adjusted by the National Geodetic Survey in February 1996..
 AN2295
 AN2295.The orthometric height was scaled from a topographic map.
 AN2295
 AN2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2295
 AN2295.The geoid height was determined by GEOID03.
 AN2295
 AN2295;                    North         East     Units Scale Factor Converg.
 AN2295;SPC TXSC     - 4,051,301.546   822,191.261   MT  1.00003228   +1 06 34.4
 AN2295;SPC TXSC     -13,291,645.16  2,697,472.50   sFT  1.00003228   +1 06 34.4
 AN2295;UTM  14      - 3,129,945.522   722,141.210   MT  1.00020907   +1 04 24.0
 AN2295
 AN2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2295!SPC TXSC     -   1.00000424  x   1.00003228  =   1.00003652
 AN2295!UTM  14      -   1.00000424  x   1.00020907  =   1.00021331
 AN2295
 AN2295|---------------------------------------------------------------------|
 AN2295| PID    Reference Object                     Distance      Geod. Az  |
 AN2295|                                                           dddmmss.s |
 AN2295| AN2294 BM                                    7.450 METERS 00950     |
 AN2295| AN2331 NETTLE                              APPROX. 7.2 KM 3113128.2 |
 AN2295|---------------------------------------------------------------------|
 AN2295
 AN2295                          SUPERSEDED SURVEY CONTROL
 AN2295
 AN2295  NAD 83(1986)-  28 16 36.46908(N)    096 44 06.70731(W) AD(       ) 2
 AN2295  NAD 27      -  28 16 35.44200(N)    096 44 05.76400(W) AD(       ) 2
 AN2295
 AN2295.Superseded values are not recommended for survey control.
 AN2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2295.See file dsdata.txt to determine how the superseded data were derived.
 AN2295
 AN2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2214129946(NAD 83)
 AN2295_MARKER: DS = TRIANGULATION STATION DISK
 AN2295_SETTING: 0 = UNSPECIFIED SETTING
 AN2295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2295
 AN2295  HISTORY     - Date     Condition        Report By
 AN2295  HISTORY     - 1934     MONUMENTED       CGS
 AN2295  HISTORY     - 1942     GOOD             USE
 AN2295  HISTORY     - 1946     SEE DESCRIPTION  USE
 AN2295  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AN2295  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2295
 AN2295                          STATION DESCRIPTION
 AN2295
 AN2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2295'ON SHELL ISLAND, IN SAN ANTONIO BAY, ABOUT 9 MILES S OF SEADRIFT,
 AN2295'AND ABOUT 2 MILES NNW OF PANTHER REEF BEACON.  STATION IS ON
 AN2295'THE HIGHEST PART OF THE SMALL SHELL ISLAND, IN THE CENTER OF
 AN2295'A SMALL PATCH OF VEGETATION.  A LANDING CAN BE MADE IN ABOUT
 AN2295'3 FEET OF WATER ON THE NW SIDE OF THE ISLAND.
 AN2295'
 AN2295'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2295'
 AN2295'NO REFERENCE MARK WAS SET.
 AN2295
 AN2295                          STATION RECOVERY (1942)
 AN2295
 AN2295'RECOVERY NOTE BY US ENGINEERS 1942
 AN2295'DESCRIPTION GOOD.
 AN2295
 AN2295                          STATION RECOVERY (1946)
 AN2295
 AN2295'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2295'STATION MARK WAS FOUND TOPPLED OVER IN EDGE OF WATER.  A 45-MINUTE
 AN2295'SEARCH FAILED TO FIND UNDERGROUND MARKER.  THIS STATION HAD
 AN2295'NO REFERENCE MARKS.
 AN2295'
 AN2295'THERE IS ONLY A SMALL AREA OF SHELL ISLAND NOW ABOVE MEAN
 AN2295'HIGH-WATER, AND IT IS NOT CONSIDERED ADVISABLE TO ESTABLISH
 AN2295'ANOTHER STATION ON THIS LOCATION.
 AN2295
 AN2295                          STATION RECOVERY (1947)
 AN2295
 AN2295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AN2295'STATION WAS NOT RECOVERED.  THE CONCRETE MONUMENT WAS FOUND
 AN2295'WASHED OUT.  THERE WERE NO REFERENCE MARKS.  IT IS RECOMMENDED
 AN2295'THAT THE STATION BE CLASSIFIED AS DESTROYED.
 AN2295
 AN2295                          STATION RECOVERY (1998)
 AN2295
 AN2295'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2680 ***********************************************************************
 AX2680  DESIGNATION -  EGYPT
 AX2680  PID         -  AX2680
 AX2680  STATE/COUNTY-  TX/WHARTON
 AX2680  USGS QUAD   -  EGYPT (1980)
 AX2680
 AX2680                         *CURRENT SURVEY CONTROL
 AX2680  ___________________________________________________________________
 AX2680* NAD 83(1993)-  29 24 09.66785(N)    096 13 47.88925(W)     ADJUSTED  
 AX2680* NAVD 88     -        37.1    (meters)     122.     (feet)  VERTCON   
 AX2680  ___________________________________________________________________
 AX2680  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AX2680  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX2680
 AX2680  HORZ ORDER  -  SECOND
 AX2680
 AX2680.The horizontal coordinates were established by classical geodetic methods
 AX2680.and adjusted by the National Geodetic Survey in February 1996..
 AX2680
 AX2680.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2680
 AX2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2680
 AX2680.The geoid height was determined by GEOID03.
 AX2680
 AX2680;                    North         East     Units Scale Factor Converg.
 AX2680;SPC TXSC     - 4,177,109.053   868,794.290   MT  0.99986394   +1 21 25.5
 AX2680;SPC TXSC     -13,704,398.62  2,850,369.27   sFT  0.99986394   +1 21 25.5
 AX2680;UTM  14      - 3,255,792.703   768,803.089   MT  1.00049167   +1 21 38.7
 AX2680
 AX2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2680!SPC TXSC     -   0.99999845  x   0.99986394  =   0.99986239
 AX2680!UTM  14      -   0.99999845  x   1.00049167  =   1.00049012
 AX2680
 AX2680|---------------------------------------------------------------------|
 AX2680| PID    Reference Object                     Distance      Geod. Az  |
 AX2680|                                                           dddmmss.s |
 AX2680| CV7123 EGYPT RM 1                           29.096 METERS 01427     |
 AX2680| AX2678 TEX ILL GAS PIPE S MW KKF 211       APPROX. 9.8 KM 0890147.9 |
 AX2680| CV7122 EGYPT AZ MK                                        1173855.7 |
 AX2680| CV7124 EGYPT RM 2                           30.684 METERS 13746     |
 AX2680|---------------------------------------------------------------------|
 AX2680
 AX2680                          SUPERSEDED SURVEY CONTROL
 AX2680
 AX2680  NAD 83(1986)-  29 24 09.68139(N)    096 13 47.87429(W) AD(       ) 2
 AX2680  NAD 27      -  29 24 08.79803(N)    096 13 47.00833(W) AD(       ) 2
 AX2680  NGVD 29 (07/19/86)   37.1    (m)          122.     (f) VERT ANG       
 AX2680
 AX2680.Superseded values are not recommended for survey control.
 AX2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2680.See file dsdata.txt to determine how the superseded data were derived.
 AX2680
 AX2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6880355793(NAD 83)
 AX2680_MARKER: DS = TRIANGULATION STATION DISK
 AX2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2680+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 AX2680
 AX2680  HISTORY     - Date     Condition        Report By
 AX2680  HISTORY     - 1954     MONUMENTED       CGS
 AX2680  HISTORY     - 1985     GOOD             LOCSUR
 AX2680  HISTORY     - 20030521 GOOD             INDIV
 AX2680
 AX2680                          STATION DESCRIPTION
 AX2680
 AX2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2680'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF THE VILLAGE OF
 AX2680'EGYPT, 10 MILES WEST OF HUNGERFORD, 5 MILES NORTHWEST OF GLEN FLORA
 AX2680'AND 5 MILES SOUTHWEST OF BONUS.  B.F. AND DONALD DUNCAN OWN THE
 AX2680'PROPERTY.
 AX2680'
 AX2680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND FARM
 AX2680'ROAD 102 IN WHARTON, GO NORTHWEST ON FARM ROAD 102 FOR 10.8 MILES TO
 AX2680'THE POST OFFICE IN EGYPT.  TURN RIGHT, EAST, ON A GRAVEL ROAD AND
 AX2680'GO 0.5 MILE TO THE STATION ON THE LEFT IN THE SOUTHWEST CORNER OF A
 AX2680'PASTURE AND 275 FEET SOUTHWEST OF A SINGLE UNIT AIRPLANE
 AX2680'HANGAR.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 AX2680'GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 AX2680'
 AX2680'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2680'PROJECTING 1 INCH.  IT IS 60 FEET NORTHEAST OF THE CENTERLINE OF THE
 AX2680'ROAD, 14 FEET EAST OF A NORTH-SOUTH FENCELINE, 23 FEET NORTHEAST OF
 AX2680'A T-TYPE FENCE CORNER AND POWER POLE AND 21.6 FEET NORTHEAST OF A
 AX2680'WITNESS POST.  THE MARK IS STAMPED EGYPT 1954.
 AX2680'
 AX2680'REFERENCE MARK 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2680'PROJECTING 8 INCHES.  IT IS 1 FOOT EAST OF A NORTH-SOUTH FENCELINE
 AX2680'AND IS STAMPED EGYPT NO. 1 1954.
 AX2680'
 AX2680'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2680'PROJECTING 8 INCHES.  IT IS 41 FEET NORTHEAST OF THE CENTERLINE OF
 AX2680'THE ROAD, 20 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF THE
 AX2680'RIGHT-OF-WAY FENCELINE AND APPROX 200 FEET SOUTHEAST OF THE
 AX2680'AIRPLANE HANGAR.  THE MARK IS STAMPED EGYPT NO. 2 1954.
 AX2680'
 AX2680'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2680'PROJECTING 8 INCHES.  IT IS 40 FEET NORTH OF THE CENTERLINE OF THE
 AX2680'ROAD, 43 FEET WEST OF THE CENTERLINE OF A PRIVATE ROAD NORTH AND
 AX2680'GATE, 19 FEET WEST OF A T-TYPE FENCE INTERSECTION WITH THE
 AX2680'RIGHT-OF-WAY FENCE AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 AX2680'FENCELINE.  THE MARK IS STAMPED EGYPT 1954.
 AX2680'
 AX2680'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AX2680
 AX2680                          STATION RECOVERY (1985)
 AX2680
 AX2680'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (JLF)
 AX2680'RECOVERED IN GOOD CONDITION.
 AX2680
 AX2680                          STATION RECOVERY (2003)
 AX2680
 AX2680'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLF)
 AX2680'FOUND STATION AND AZIMUTH MARK.  REFERENCE MARKS WERE NOT LOOKED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2679 ***********************************************************************
 AX2679  DESIGNATION -  EGYPT OIL WELL DERRICK
 AX2679  PID         -  AX2679
 AX2679  STATE/COUNTY-  TX/WHARTON
 AX2679  USGS QUAD   -  EGYPT (1980)
 AX2679
 AX2679                         *CURRENT SURVEY CONTROL
 AX2679  ___________________________________________________________________
 AX2679* NAD 83(1993)-  29 24 21.47793(N)    096 11 38.01597(W)     ADJUSTED  
 AX2679* NAVD 88     -                                                        
 AX2679  ___________________________________________________________________
 AX2679  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AX2679  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX2679
 AX2679  HORZ ORDER  -  THIRD
 AX2679
 AX2679.The horizontal coordinates were established by classical geodetic methods
 AX2679.and adjusted by the National Geodetic Survey in February 1996..
 AX2679.No horizontal observational check was made to the station.
 AX2679
 AX2679
 AX2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2679
 AX2679.The geoid height was determined by GEOID03.
 AX2679
 AX2679;                    North         East     Units Scale Factor Converg.
 AX2679;SPC TXSC     - 4,177,555.981   872,285.583   MT  0.99986401   +1 22 29.1
 AX2679;SPC TXSC     -13,705,864.91  2,861,823.62   sFT  0.99986401   +1 22 29.1
 AX2679;UTM  14      - 3,256,240.147   772,296.584   MT  1.00051500   +1 22 43.1
 AX2679
 AX2679                          SUPERSEDED SURVEY CONTROL
 AX2679
 AX2679  NAD 83(1986)-  29 24 21.49141(N)    096 11 38.00085(W) AD(       ) 4
 AX2679  NAD 27      -  29 24 20.60823(N)    096 11 37.13725(W) AD(       ) 3
 AX2679
 AX2679.Superseded values are not recommended for survey control.
 AX2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2679.See file dsdata.txt to determine how the superseded data were derived.
 AX2679
 AX2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7229756240(NAD 83)
 AX2679_MARKER: 67 = OIL DERRICK
 AX2679
 AX2679  HISTORY     - Date     Condition        Report By
 AX2679  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2679
 AX2679                          STATION DESCRIPTION
 AX2679
 AX2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2679'THE STATION IS THE CENTER OF AN ISOLATED OIL WELL DERRICK, THAT IS
 AX2679'LOCATED IN A LARGE BARE AREA, 4.5 MILES NORTH OF GLEN FLORA AND 2.5
 AX2679'MILES EAST OF EGYPT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6416 ***********************************************************************
 AW6416  DESIGNATION -  EIGNUS
 AW6416  PID         -  AW6416
 AW6416  STATE/COUNTY-  TX/BRAZORIA
 AW6416  USGS QUAD   -  FRIENDSWOOD (1995)
 AW6416
 AW6416                         *CURRENT SURVEY CONTROL
 AW6416  ___________________________________________________________________
 AW6416* NAD 83(1993)-  29 32 28.38352(N)    095 13 09.23979(W)     ADJUSTED  
 AW6416* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AW6416  ___________________________________________________________________
 AW6416  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6416  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW6416
 AW6416  HORZ ORDER  -  FIRST
 AW6416
 AW6416.The horizontal coordinates were established by classical geodetic methods
 AW6416.and adjusted by the National Geodetic Survey in February 1996..
 AW6416
 AW6416.The orthometric height was scaled from a topographic map.
 AW6416
 AW6416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6416
 AW6416.The geoid height was determined by GEOID03.
 AW6416
 AW6416;                    North         East     Units Scale Factor Converg.
 AW6416;SPC TXSC     - 4,195,201.106   966,346.790   MT  0.99986970   +1 51 08.1
 AW6416;SPC TXSC     -13,763,755.63  3,170,422.76   sFT  0.99986970   +1 51 08.1
 AW6416;UTM  15      - 3,270,004.359   284,954.599   MT  1.00017064   -1 05 40.6
 AW6416
 AW6416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6416!SPC TXSC     -   1.00000252  x   0.99986970  =   0.99987222
 AW6416!UTM  15      -   1.00000252  x   1.00017064  =   1.00017316
 AW6416
 AW6416:                Primary Azimuth Mark                     Grid Az
 AW6416:SPC TXSC     -  GENOA                                    008 42 16.9
 AW6416:UTM  15      -  GENOA                                    011 39 05.6
 AW6416
 AW6416|---------------------------------------------------------------------|
 AW6416| PID    Reference Object                     Distance      Geod. Az  |
 AW6416|                                                           dddmmss.s |
 AW6416| AW2082 GENOA                               APPROX. 9.2 KM 0103325.0 |
 AW6416| CV7125 EIGNUS RM 1                          29.352 METERS 08833     |
 AW6416| AW6767 DICKINSON ICE AND FUEL CO TANK      APPROX.18.1 KM 1182407.9 |
 AW6416| AW6770 ALVIN E MUN WATER TANK              APPROX.13.2 KM 1913548.6 |
 AW6416| CV7126 EIGNUS RM 2                                        30142     |
 AW6416|---------------------------------------------------------------------|
 AW6416
 AW6416                          SUPERSEDED SURVEY CONTROL
 AW6416
 AW6416  NAD 83(1986)-  29 32 28.39878(N)    095 13 09.21942(W) AD(       ) 1
 AW6416  NAD 27      -  29 32 27.55657(N)    095 13 08.45611(W) AD(       ) 1
 AW6416
 AW6416.Superseded values are not recommended for survey control.
 AW6416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6416.See file dsdata.txt to determine how the superseded data were derived.
 AW6416
 AW6416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8495570004(NAD 83)
 AW6416_MARKER: DS = TRIANGULATION STATION DISK
 AW6416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6416
 AW6416  HISTORY     - Date     Condition        Report By
 AW6416  HISTORY     - 1931     MONUMENTED       CGS
 AW6416  HISTORY     - 1937     SEE DESCRIPTION  TXHD
 AW6416  HISTORY     - 1939     GOOD             STOGC
 AW6416  HISTORY     - 1939     SEE DESCRIPTION  CGS
 AW6416  HISTORY     - 1948     MARK NOT FOUND   STOGC
 AW6416  HISTORY     - 1949     SEE DESCRIPTION  HLPCO
 AW6416  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AW6416  HISTORY     - 1960     SEE DESCRIPTION  HLPCO
 AW6416  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 AW6416
 AW6416                          STATION DESCRIPTION
 AW6416
 AW6416'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW6416'ABOUT 5 MILES SE OF PEARLAND, A VILLAGE ON THE HOUSTON-ALVIN
 AW6416'ROAD, AND 1.3 MILES W OF FRIENDSWOOD STORE, ON LAND BELONGING
 AW6416'TO C.A. EIGNUS, OF FRIENDSWOOD.  STATION IS ON THE S SIDE
 AW6416'OF LEAGUE CITY-PEARLAND SHELL ROAD, 5 FEET S OF FENCE, 26
 AW6416'FEET S OF CENTER LINE OF ROAD, 401.3 FEET SE OF WOODEN CULVERT
 AW6416'OVER IRRIGATION DITCH AT SE CORNER OF LARGE FIG ORCHARD,
 AW6416'ABOUT 80 YARDS NW OF TENANT HOUSE, AND 0.9 MILE W OF THE
 AW6416'CROSSROADS AT FIG CANNERY JUST W OF FRIENDSWOOD STORE.
 AW6416'
 AW6416'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW6416'DISKS SET IN CONCRETE.
 AW6416'
 AW6416'REFERENCE MARK NO. 1 IS 2 FEET S OF FENCE ON N SIDE OF ROAD,
 AW6416'21 FEET N OF CENTER LINE OF ROAD, AND 96.3 FEET FROM STATION,
 AW6416'
 AW6416'REFERENCE MARK NO. 2 IS 25 FEET SE OF E POST OF GATE TO
 AW6416'BROOKSIDE RANCH, 25 FEET N OF CENTER LINE OF ROAD, AND 0.2
 AW6416'MILE FROM STATION.  A
 AW6416'COUNTY MONUMENT IS 843.6 FEET FROM STATION.
 AW6416'
 AW6416'STATION REACHED FROM HOUSTON BY WAY OF STATE HIGHWAY 35
 AW6416'TO JUNCTION WITH SHELL ROAD LEADING SE TO LEAGUE CITY 0.8
 AW6416'MILE SE OF PEARLAND, AND 3.5 MILES ALONG SHELL ROAD TO BROOKSIDE
 AW6416'RANCH.
 AW6416
 AW6416                          STATION RECOVERY (1937)
 AW6416
 AW6416'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW6416'STATION RECOVERED BUT SURFACE AND UNDERGROUND MARKS BOTH
 AW6416'MOVED ABOUT 15 FEET S, AND RESET.  THE FOLLOWING CHANGES
 AW6416'TO BE MADE IN DESCRIPTION FOR LOCATING STATION.  FOR THE
 AW6416'READING 5 FEET S OF FENCE, 26 FEET S OF CENTER LINE OF ROAD,
 AW6416'SUBSTITUTE IN LINE AT S RIGHT-OF-WAY FENCE AND 50 FEET S
 AW6416'OF CENTER LINE OF ROAD.  NO ATTEMPT MADE TO RECOVER REFERENCE
 AW6416'MARKS.
 AW6416
 AW6416                          STATION RECOVERY (1939)
 AW6416
 AW6416'RECOVERY NOTE BY STANOLIND OIL AND GAS COMPANY 1939
 AW6416'STATION IS NEAR THE NORTHWESTERN BRAZORIA COUNTY LINE AND
 AW6416'IT WAS FOUND THAT THE SURFACE MARK AND THE REFERENCE MARKS
 AW6416'HAD BEEN MOVED WITH THE EXCEPTION OF THE COUNTY LINE MARKER,
 AW6416'BETWEEN THE GALVESTON AND BRAZORIA COUNTIES, WHICH WE FOUND
 AW6416'IN ITS ORIGINAL POSITION.
 AW6416'
 AW6416'WE HAVE RELOCATED THE UNDERGROUND MARK AND WE ARE LISTING
 AW6416'BELOW THE AZIMUTHS FROM THE UNDERGROUND MARK TO THE PRESENT
 AW6416'POSITION OF THE SURFACE MARK FOR THE STATION AND THE PRESENT
 AW6416'POSITION OF THE REFERENCE MARKS.
 AW6416'
 AW6416'THESE AZIMUTHS WERE COMPUTED BY OCCUPYING THE UNDERGROUND
 AW6416'MARK FOR THE STATION AND SIGHTING ON THE COUNTY LINE MONUMENT
 AW6416'AND USING THE AZIMUTH GIVEN IN ORIGINAL DESCRIPTION.
 AW6416'
 AW6416'THE PRESENT SURFACE MARK FOR STATION IS LOCATED 25.31 FEET
 AW6416'N 29 DEG 14 MIN W FROM THE UNDERGROUND
 AW6416'STATION MARK.
 AW6416'
 AW6416'REFERENCE MARK NO. 2 IS LOCATED 948.19 FEET
 AW6416'FROM THE UNDERGROUND STATION MARK.
 AW6416'
 AW6416'REFERENCE MARK NO. 1 IS LOCATED 96.28 FEET
 AW6416'FROM THE UNDERGROUND STATION MARK.
 AW6416
 AW6416                          STATION RECOVERY (1939)
 AW6416
 AW6416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (JOP)
 AW6416'STATION HAS BEEN MOVED FROM ITS ORIGINAL POSITION BY ABOUT
 AW6416'30 FEET.
 AW6416'
 AW6416'THE REFERENCE MARKS SEEM TO BE SATISFACTORY.
 AW6416
 AW6416                          STATION RECOVERY (1948)
 AW6416
 AW6416'RECOVERY NOTE BY STANOLIND OIL AND GAS COMPANY 1948
 AW6416'UPPER MARK WAS MISSING.  RECOVERED LOWER MARK.
 AW6416
 AW6416                          STATION RECOVERY (1949)
 AW6416
 AW6416'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1949
 AW6416'SURFACE AND R.M. 2 HAVE BEEN MOVED AND RESET AS THE RESULT
 AW6416'OF A ROAD WIDENING PROJECT.  THE UNDERGROUND STATION MARK
 AW6416'WAS RECOVERED IN GOOD CONDITION ABOUT 3 FEET BELOW THE SURFACE.
 AW6416'THE E FACE OF R.M. 1 HAS BEEN STRUCK AND SLIGHTLY DAMAGED
 AW6416'BY A GRADER.  THE FOLLOWING AZIMUTHS WERE DETERMINED FROM
 AW6416'THE CONCRETE COUNTY LINE MONUMENT WHICH APPEARED TO BE
 AW6416'UNDISTURBED.
 AW6416
 AW6416                          STATION RECOVERY (1952)
 AW6416
 AW6416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6416'THE STATION WAS RECOVERED.
 AW6416'
 AW6416'THE SURFACE STATION MARK EIGNUS 1931 WAS RECOVERED
 AW6416'BUT HAD BEEN RESET TO THE SOUTH OF ITS ORIGINAL LOCATION
 AW6416'AND WAS DESTROYED.
 AW6416'
 AW6416'THE SUB-SURFACE MARK EIGNUS 1931 WAS RECOVERED
 AW6416'AND IS BELIEVED IN ITS ORIGINAL LOCATION.  IT IS LOCATED
 AW6416'IN THE BOTTOM OF A ROAD DITCH, 66.5 FEET WEST-NORTHWEST
 AW6416'OF THE GALVESTON-BRAZORIA COUNTY LINE MARKER POST, 26.5
 AW6416'FEET SOUTH OF THE CENTER OF FARM ROAD NO. 518 AND 23.5 FEET
 AW6416'NORTH OF A FENCE.  IT IS ABOUT 3.0 FEET BELOW THE SURFACE
 AW6416'OF THE GROUND AND IS STAMPED EIGNUS 1931.  A MEASUREMENT
 AW6416'AND DIRECTION WERE TAKEN TO EIGNUS 1931 FROM EIGNUS
 AW6416'2 1952 USING ALVIN 2 AS THE INITIAL.  25.11 FEET 7.654
 AW6416'METERS 201 10 15.6.
 AW6416'
 AW6416'REFERENCE MARK NO. 1 WAS RECOVERED BUT HAD BEEN MOVED BY
 AW6416'ROAD CONSTRUCTION AND WAS DESTROYED.
 AW6416'
 AW6416'REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT COULD NOT BE FOUND
 AW6416'AND IS BELIEVED TO BE DESTROYED.
 AW6416'
 AW6416'THE COUNTY LINE MARKER MENTIONED IN THE ORIGINAL DESCRIPTION
 AW6416'IS NOW COVERED BY THE OVER-BURDEN FROM AN IRRIGATION CANAL
 AW6416'AND COULD NOT BE RECOVERED BUT IS BELIEVED IN ITS ORIGINAL
 AW6416'LOCATION ABOUT 8.0 FEET BELOW THE SURFACE OF THE DIKE.
 AW6416'
 AW6416'TO REACH THE STATION FROM THE TRAFFIC LIGHT JUST NORTH OF
 AW6416'THE POST OFFICE IN PEARLAND, TURN RIGHT AND GO EASTERLY
 AW6416'ON FARM ROAD NO. 518 FOR 4.4 MILES TO A GROUP OF FARM BUILDINGS
 AW6416'ON THE RIGHT JUST AFTER PASSING THE GALVESTON-BRAZORIA COUNTY
 AW6416'LINE MARKER POST ON THE RIGHT AND THE STATION AS DESCRIBED.
 AW6416
 AW6416                          STATION RECOVERY (1960)
 AW6416
 AW6416'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1960 (RA)
 AW6416'THE SUB-SURFACE MARK WHICH IS 4 FEET BELOW SURFACE IS GOOD
 AW6416'CONDITION.
 AW6416
 AW6416                          STATION RECOVERY (1996)
 AW6416
 AW6416'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6414 ***********************************************************************
 AW6414  DESIGNATION -  EIGNUS 2
 AW6414  PID         -  AW6414
 AW6414  STATE/COUNTY-  TX/BRAZORIA
 AW6414  USGS QUAD   -  FRIENDSWOOD (1995)
 AW6414
 AW6414                         *CURRENT SURVEY CONTROL
 AW6414  ___________________________________________________________________
 AW6414* NAD 83(1993)-  29 32 28.16887(N)    095 13 09.38317(W)     ADJUSTED  
 AW6414* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 AW6414  ___________________________________________________________________
 AW6414  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6414  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW6414
 AW6414  HORZ ORDER  -  FIRST
 AW6414
 AW6414.The horizontal coordinates were established by classical geodetic methods
 AW6414.and adjusted by the National Geodetic Survey in February 1996..
 AW6414
 AW6414.The orthometric height was scaled from a topographic map.
 AW6414
 AW6414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6414
 AW6414.The geoid height was determined by GEOID03.
 AW6414
 AW6414;                    North         East     Units Scale Factor Converg.
 AW6414;SPC TXSC     - 4,195,194.377   966,343.145   MT  0.99986970   +1 51 08.0
 AW6414;SPC TXSC     -13,763,733.55  3,170,410.80   sFT  0.99986970   +1 51 08.0
 AW6414;UTM  15      - 3,269,997.823   284,950.613   MT  1.00017066   -1 05 40.7
 AW6414
 AW6414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6414!SPC TXSC     -   1.00000252  x   0.99986970  =   0.99987222
 AW6414!UTM  15      -   1.00000252  x   1.00017066  =   1.00017318
 AW6414
 AW6414:                Primary Azimuth Mark                     Grid Az
 AW6414:SPC TXSC     -  ELLINGTON FIELD AIRWAY BEACON            027 46 44.3
 AW6414:UTM  15      -  ELLINGTON FIELD AIRWAY BEACON            030 43 33.0
 AW6414
 AW6414|---------------------------------------------------------------------|
 AW6414| PID    Reference Object                     Distance      Geod. Az  |
 AW6414|                                                           dddmmss.s |
 AW6414| AW6412 ELLINGTON FIELD AIRWAY BEACON       APPROX. 8.0 KM 0293752.3 |
 AW6414| AW6416 EIGNUS                                7.654 METERS 03017     |
 AW6414| AW6411 ELLINGTON AIR FORCE BASE FLAG       APPROX. 7.9 KM 0331804.6 |
 AW6414| CV7128 EIGNUS 2 RM 3                        30.515 METERS 03722     |
 AW6414| CV7130 EIGNUS 2 RM 5                        31.218 METERS 04035     |
 AW6414| AW6772 ALVIN TV STA KUHT MAST              APPROX. 8.3 KM 1824137.0 |
 AW6414| AW6770 ALVIN E MUN WATER TANK              APPROX.13.2 KM 1913510.1 |
 AW6414| AW6839 ALVIN WEST MUNICIPAL TANK           APPROX.13.2 KM 1951142.3 |
 AW6414| CV7129 EIGNUS 2 RM 4                        16.154 METERS 29945     |
 AW6414| CV7127 EIGNUS 2 AZ MK                                     3005936.0 |
 AW6414|---------------------------------------------------------------------|
 AW6414
 AW6414                          SUPERSEDED SURVEY CONTROL
 AW6414
 AW6414  NAD 83(1986)-  29 32 28.18383(N)    095 13 09.36300(W) AD(       ) 1
 AW6414  NAD 27      -  29 32 27.34190(N)    095 13 08.59947(W) AD(       ) 1
 AW6414
 AW6414.Superseded values are not recommended for survey control.
 AW6414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6414.See file dsdata.txt to determine how the superseded data were derived.
 AW6414
 AW6414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8495169998(NAD 83)
 AW6414_MARKER: DS = TRIANGULATION STATION DISK
 AW6414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6414
 AW6414  HISTORY     - Date     Condition        Report By
 AW6414  HISTORY     - 1952     MONUMENTED       CGS
 AW6414  HISTORY     - 1960     GOOD             HLPCO
 AW6414  HISTORY     - 1968     GOOD             CGS
 AW6414  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 AW6414
 AW6414                          STATION DESCRIPTION
 AW6414
 AW6414'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6414'THE STATION IS LOCATED ABOUT 4.5 MILES EAST-SOUTHEAST OF
 AW6414'PEARLAND JUST WEST OF THE GALVESTON-BRAZORIA COUNTY LINE
 AW6414'ON LAND OWNED BY C.A. EIGNUS.  IT IS 115.0 FEET WEST-NORTHWEST
 AW6414'OF THE NORTHWEST CORNER OF A CEMENT BLOCK MILKING SHED,
 AW6414'65.0 FEET WEST OF THE GALVESTON-BRAZORIA COUNTY LINE MARKER
 AW6414'POST, 51.0 FEET SOUTH OF THE CENTER OF FARM ROAD NO. 518,
 AW6414'3.0 FEET WEST-SOUTHWEST OF A WITNESS POST AND 1.5 FEET SOUTH
 AW6414'OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED EIGNUS
 AW6414'2 1952.
 AW6414'
 AW6414'REFERENCE MARK NO. 3 IS ACROSS THE ROAD FROM THE STATION,
 AW6414'47.0 FEET NORTH OF THE CENTER OF FARM ROAD NO. 518 AND 1.0
 AW6414'FOOT SOUTH OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED
 AW6414'EIGNUS 2 NO 3 1952.
 AW6414'
 AW6414'REFERENCE MARK NO. 4 IS 50.0 FEET SOUTH OF THE CENTER OF
 AW6414'FARM ROAD NO. 518 AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS
 AW6414'5 INCHES AND IS STAMPED EIGNUS 2 NO 4 1952.
 AW6414'
 AW6414'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE
 AW6414'MARK NO. 4 IS 119.20 FEET.
 AW6414'
 AW6414'THE AZIMUTH MARK IS 48.0 FEET NORTH OF THE CENTER OF FARM
 AW6414'ROAD NO. 518, 41.0 FEET WEST OF THE CENTER OF A SMALL WOODEN
 AW6414'BRIDGE, 2.0 FEET EAST OF A POWERLINE POLE AND 2.0 FEET NORTHEAST
 AW6414'OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED
 AW6414'EIGNUS 2 1952.
 AW6414'
 AW6414'EIGNUS 1931 IS 66.5 FEET WEST-NORTHWEST OF THE GALVESTON-BRAZORIA
 AW6414'COUNTY LINE MARKER POST, 26.5 FEET SOUTH OF THE CENTER OF
 AW6414'FARM ROAD NO. 518 AND 23.5 FEET NORTH OF A FENCE.  IT IS
 AW6414'IN THE BOTTOM OF THE ROAD DITCH ABOUT 3.0 FEET BELOW THE
 AW6414'SURFACE OF THE GROUND AND IS STAMPED EIGNUS 1931.
 AW6414'
 AW6414'TO REACH THE STATION FROM THE TRAFFIC LIGHT JUST NORTH OF
 AW6414'THE POST OFFICE IN PEARLAND, TURN RIGHT AND GO EASTERLY
 AW6414'ON FARM ROAD NO. 518 FOR 3.9 MILES TO A SMALL WOODEN BRIDGE
 AW6414'ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 AW6414'CONTINUE EASTERLY ON FARM ROAD NO. 518 FOR 0.5 MILES TO A
 AW6414'GROUP OF FARM BUILDINGS ON THE RIGHT JUST EAST OF THE
 AW6414'GALVESTON-BRAZORIA COUNTY LINE MARKER POST AND THE STATION
 AW6414'AS DESCRIBED.
 AW6414'
 AW6414'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AW6414
 AW6414                          STATION RECOVERY (1960)
 AW6414
 AW6414'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1960 (RA)
 AW6414'STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 AW6414'
 AW6414'REFERENCE MARK 3 WAS FOUND DESTROYED.
 AW6414'
 AW6414'REFERENCE MARK 4 WAS IN GOOD CONDITION BUT COVERED BY SHELL
 AW6414'DRIVE.
 AW6414
 AW6414                          STATION RECOVERY (1968)
 AW6414
 AW6414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6414'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK
 AW6414'WERE RECOVERED.  THE WEST EDGE OF THE CONCRETE MONUMENT
 AW6414'OF THE STATION MARK HAS BEEN CHIPPED OFF.  REFERENCE MARK
 AW6414'3 HAS BEEN DESTROYED AND REFERENCE MARK 5 WAS ESTABLISHED
 AW6414'BY THIS PARTY.  A DIFFERENCE OF .05 OF A FOOT LONGER WAS
 AW6414'FOUND IN THE DISTANCE TO REFERENCE MARK 4 AND THE DIRECTION
 AW6414'WAS FOUND TO BE 10 MINUTES AND 24 SECONDS HIGHER THAN THE
 AW6414'1952 DIRECTION.  FOLLOWING IS A NEW DESCRIPTION.
 AW6414'
 AW6414'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF ELLINGTON
 AW6414'AIR FORCE BASE, 4 MILES EAST-SOUTHEAST OF PEARLAND AND ON PROPERTY
 AW6414'OF THE EIGNUS REAL ESTATE COMPANY.
 AW6414'
 AW6414'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AW6414'35 AND FARM ROAD 518, GO EAST AND SOUTHEAST ON FARM ROAD
 AW6414'518 FOR 3.95 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 AW6414'AHEAD SOUTHEAST ON FARM ROAD 518 FOR 0.5 MILE TO THE STATION
 AW6414'ON THE RIGHT.
 AW6414'
 AW6414'THE STATION MARK IS A STANDARD DISK STAMPED EIGNUS 2 1952,
 AW6414'SET IN THE TOP OF A 7-INCH SQUARE CONCRETE MONUMENT 4 INCHES
 AW6414'BELOW THE GROUND SURFACE.  IT IS 61 FEET WEST OF THE
 AW6414'GALVESTON-BAZORIA COUNTY LINE MARKER, 51 FEET SOUTH OF THE
 AW6414'CENTER OF FARM ROAD 518, 43 FEET NORTHEAST OF THE NORTHEAST
 AW6414'CORNER OF A BARN, 4.8 FEET WEST-SOUTHWEST OF A METAL WITNESS
 AW6414'POST AND 3.5 FEET SOUTH-SOUTHEAST OF A WIRE FENCE.
 AW6414'
 AW6414'REFERENCE MARK 4 IS A STANDARD DISK STAMPED EIGNUS 2 NO
 AW6414'4 1952, SET IN THE TOP OF A 7-INCH SQUARE CONCRETE MONUMENT
 AW6414'12-INCHES BELOW THE GROUND SURFACE AND IN THE CENTER OF
 AW6414'A SHELL DRIVEWAY WHICH LEADS TO THE BARN.  IT IS 50 FEET
 AW6414'SOUTH-SOUTHWEST OF THE CENTER OF FARM ROAD 518, 40 FEET
 AW6414'NORTHEAST OF THE NORTHWEST CORNER OF THE BARN, 31 FEET EAST
 AW6414'OF THE NORTHEAST PIPE LEG OF A SIGN WHICH READS FIRENDSWOOD,
 AW6414'15 FEET WEST-SOUTHWEST OF THE EAST END OF A CONCRETE PIPE
 AW6414'CULVERT AND 3 FEET SOUTH-SOUTHWEST OF THE WIRE FENCE.
 AW6414'
 AW6414'REFERENCE MARK 5 IS A STANDARD DISK STAMPED EIGNUS 2 1952
 AW6414'NO 5 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW6414'MONUMENT FLUSH WITH THE GROUND.  IT IS 83 FEET EAST-SOUTHEAST
 AW6414'OF POWER LINE POLE NO. 117, 49 FEET NORTH-NORTHEAST OF THE
 AW6414'CENTER OF FARM ROAD 518 AND 1 FOOT SOUTH-SOUTHEAST OF A
 AW6414'BOARD FENCE.
 AW6414'
 AW6414'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EIGNUS 2 1952,
 AW6414'SET IN THE TOP OF A 7-INCH SQUARE CONCRETE MONUMENT WHICH
 AW6414'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 48 FEET NORTH-NORTHEAST
 AW6414'OF THE CENTER OF FARM ROAD 518, 2 FEET EAST OF A POWER LINE
 AW6414'POLE, 1.5 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 AW6414'
 AW6414'HEIGHT OF LIGHT ABOVE STATION MARK 100.4 FEET.
 AW6414
 AW6414                          STATION RECOVERY (1996)
 AW6414
 AW6414'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0990 ***********************************************************************
 EM0990  DESIGNATION -  EKERN
 EM0990  PID         -  EM0990
 EM0990  STATE/COUNTY-  TX/FOARD
 EM0990  USGS QUAD   -  TEACUP MOUNTAIN (1990)
 EM0990
 EM0990                         *CURRENT SURVEY CONTROL
 EM0990  ___________________________________________________________________
 EM0990* NAD 83(1993)-  34 01 35.27888(N)    099 50 10.89350(W)     ADJUSTED  
 EM0990* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 EM0990  ___________________________________________________________________
 EM0990  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 EM0990  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 EM0990
 EM0990  HORZ ORDER  -  SECOND
 EM0990
 EM0990.The horizontal coordinates were established by classical geodetic methods
 EM0990.and adjusted by the National Geodetic Survey in February 1996..
 EM0990
 EM0990.The orthometric height was scaled from a topographic map.
 EM0990
 EM0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0990
 EM0990.The geoid height was determined by GEOID03.
 EM0990
 EM0990;                    North         East     Units Scale Factor Converg.
 EM0990;SPC TXNC     - 2,262,477.726   476,580.236   MT  1.00001723   -0 43 43.8
 EM0990;SPC TXNC     - 7,422,812.34  1,563,580.32   sFT  1.00001723   -0 43 43.8
 EM0990;UTM  14      - 3,765,405.882   422,786.960   MT  0.99967349   -0 28 04.9
 EM0990
 EM0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0990!SPC TXNC     -   0.99992312  x   1.00001723  =   0.99994035
 EM0990!UTM  14      -   0.99992312  x   0.99967349  =   0.99959663
 EM0990
 EM0990|---------------------------------------------------------------------|
 EM0990| PID    Reference Object                     Distance      Geod. Az  |
 EM0990|                                                           dddmmss.s |
 EM0990| CX7147 EKERN RM 2                           13.942 METERS 06207     |
 EM0990| DO0918 CROWELL MUN TANK                    APPROX.10.8 KM 1110212.9 |
 EM0990| CX7145 EKERN AZ MK                                        3290916.0 |
 EM0990| CX7146 EKERN RM 1                           13.118 METERS 35423     |
 EM0990|---------------------------------------------------------------------|
 EM0990
 EM0990                          SUPERSEDED SURVEY CONTROL
 EM0990
 EM0990  NAD 83(1993)-  34 01 35.27982(N)    099 50 10.89360(W) AD(       ) 2
 EM0990  NAD 83(1986)-  34 01 35.28555(N)    099 50 10.88530(W) AD(       ) 2
 EM0990  NAD 27      -  34 01 34.99289(N)    099 50 09.53355(W) AD(       ) 2
 EM0990
 EM0990.Superseded values are not recommended for survey control.
 EM0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0990.See file dsdata.txt to determine how the superseded data were derived.
 EM0990
 EM0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC2278765406(NAD 83)
 EM0990_MARKER: DS = TRIANGULATION STATION DISK
 EM0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0990_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0990
 EM0990  HISTORY     - Date     Condition        Report By
 EM0990  HISTORY     - 1969     MONUMENTED       CGS
 EM0990
 EM0990                          STATION DESCRIPTION
 EM0990
 EM0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0990'THE STATION IS LOCATED ON A HIGH ROCKY HILL OVERLOOKING A LARGE
 EM0990'VALLEY TO THE EAST.  IT IS ABOUT 18-1/2 MILES SOUTH-SOUTHWEST OF
 EM0990'QUANAH, 7 MILES WEST-NORTHWEST OF CROWELL, 5-1/2 MILES
 EM0990'SOUTH-SOUTHWEST OF THE PEASE RIVER AND ON THE PROPERTY OF MR. BERT
 EM0990'EKERN.  (MR. EKERNS TELEPHONE NUMBER IN CROWELL IS 684-3641.)
 EM0990'
 EM0990'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EM0990'HIGHWAY 283, IN CROWELL, GO WEST ON U.S. HIGHWAY 70 FOR 2.55 MILES
 EM0990'TO THE JUNCTION OF FARM ROAD 1039.  CONTINUE WEST ON U.S. HIGHWAY
 EM0990'70 FOR 4.8 MILES TO A METAL GATE ON THE RIGHT.  (LOCKED.) TURN
 EM0990'RIGHT, PASS THROUGH THE GATE, AND GO IN A NORTHERLY DIRECTION ON
 EM0990'THE BLADED DIRT ROAD FOR 2.3 MILES TO A SIDE ROAD LEFT LEADING TO
 EM0990'OIL STORAGE TANKS.  CONTINUE NORTH ON THE BLADED DIRT ROAD FOR
 EM0990'0.05 MILE TO A DIM TRACK ROAD JUST BEFORE THE MAIN TRAVELED ROAD
 EM0990'DESCENDS DOWN A STEEP GRADE.  TURN RIGHT AND GO IN A NORTHEASTERLY
 EM0990'DIRECTION ON THE TRACK ROAD, PARALLELING A PIPELINE LAYING ON THE
 EM0990'GROUND SURFACE, FOR 0.15 MILE TO THE BASE OF THE STATION HILL.
 EM0990'(THE TRACK ROAD AND PIPELINE BEAR LEFT, DOWNHILL AT THIS POINT.)
 EM0990'LEAVE THE TRACK ROAD AND GO UPHILL IN AN EASTERLY DIRECTION FOR
 EM0990'0.05 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 EM0990'
 EM0990'THE STATION MARK IS A STANDARD DISK STAMPED EKERN 1969, SET IN THE
 EM0990'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 3 INCHES.
 EM0990'IT IS 5.1 FEET WEST OF A METAL WITNESS POST.
 EM0990'
 EM0990'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EKERN NO 1 1969, CEMENTED
 EM0990'IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 2 INCHES.
 EM0990'IT IS 46.0 FEET NORTH-NORTHWEST OF THE METAL WITNESS POST AND ABOUT
 EM0990'1 FOOT LOWER THAN THE STATION MARK.
 EM0990'
 EM0990'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EKERN NO 2 1969, CEMENTED
 EM0990'IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 8 INCHES ON
 EM0990'THE WEST AND FLUSH ON THE EAST.  IT IS 42.9 FEET EAST-NORTHEAST OF
 EM0990'THE METAL WITNESS POST AND ABOUT 5 FEET LOWER THAN THE STATION
 EM0990'MARK.
 EM0990'
 EM0990'TO REACH THE AZIMUTH MARK FROM THE SIDE TRACK ROAD AND THE MAIN
 EM0990'BLADED ROAD MENTIONED ABOVE, GO NORTH DOWN THE STEEP GRADE ON THE
 EM0990'BLADED DIRT ROAD FOR 0.5 MILE TO A FLAT AREA AND THE MARK ON THE
 EM0990'LEFT.
 EM0990'
 EM0990'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EKERN 1969, SET IN THE
 EM0990'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 6
 EM0990'INCHES.  IT IS 40.0 FEET WEST-SOUTHWEST OF THE CENTER OF THE DIRT
 EM0990'ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST AND 1.0 FOOT
 EM0990'EAST-NORTHEAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2691 ***********************************************************************
 AX2691  DESIGNATION -  EL CAMPO
 AX2691  PID         -  AX2691
 AX2691  STATE/COUNTY-  TX/WHARTON
 AX2691  USGS QUAD   -  EL CAMPO (1981)
 AX2691
 AX2691                         *CURRENT SURVEY CONTROL
 AX2691  ___________________________________________________________________
 AX2691* NAD 83(1993)-  29 11 41.61763(N)    096 16 12.40650(W)     ADJUSTED  
 AX2691* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 AX2691  ___________________________________________________________________
 AX2691  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AX2691  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX2691
 AX2691  HORZ ORDER  -  THIRD
 AX2691
 AX2691.The horizontal coordinates were established by classical geodetic methods
 AX2691.and adjusted by the National Geodetic Survey in February 1996..
 AX2691
 AX2691.The orthometric height was scaled from a topographic map.
 AX2691
 AX2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2691
 AX2691.The geoid height was determined by GEOID03.
 AX2691
 AX2691;                    North         East     Units Scale Factor Converg.
 AX2691;SPC TXSC     - 4,153,995.080   865,437.087   MT  0.99986621   +1 20 14.7
 AX2691;SPC TXSC     -13,628,565.52  2,839,354.84   sFT  0.99986621   +1 20 14.7
 AX2691;UTM  14      - 3,232,664.517   765,443.533   MT  1.00046955   +1 19 56.5
 AX2691
 AX2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2691!SPC TXSC     -   0.99999926  x   0.99986621  =   0.99986547
 AX2691!UTM  14      -   0.99999926  x   1.00046955  =   1.00046881
 AX2691
 AX2691|---------------------------------------------------------------------|
 AX2691| PID    Reference Object                     Distance      Geod. Az  |
 AX2691|                                                           dddmmss.s |
 AX2691| CV7133 EL CAMPO RM 2                        21.804 METERS 24229     |
 AX2691| CV7132 EL CAMPO RM 1                        18.495 METERS 32626     |
 AX2691| CV7131 EL CAMPO AZ MK                                     3273727.3 |
 AX2691|---------------------------------------------------------------------|
 AX2691
 AX2691                          SUPERSEDED SURVEY CONTROL
 AX2691
 AX2691  NAD 83(1986)-  29 11 41.63069(N)    096 16 12.39215(W) AD(       ) 3
 AX2691  NAD 27      -  29 11 40.72520(N)    096 16 11.51989(W) AD(       ) 3
 AX2691
 AX2691.Superseded values are not recommended for survey control.
 AX2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2691.See file dsdata.txt to determine how the superseded data were derived.
 AX2691
 AX2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6544432665(NAD 83)
 AX2691_MARKER: DS = TRIANGULATION STATION DISK
 AX2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2691
 AX2691  HISTORY     - Date     Condition        Report By
 AX2691  HISTORY     - 1954     MONUMENTED       CGS
 AX2691  HISTORY     - 1963     GOOD             CGS
 AX2691  HISTORY     - 1979     GOOD             NGS
 AX2691  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 AX2691
 AX2691                          STATION DESCRIPTION
 AX2691
 AX2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2691'THE STATION IS LOCATED IN EL CAMPO, 1 BLOCK WEST OF THE POST OFFICE
 AX2691'AND STATE HIGHWAY 71 AND 1 BLOCK SOUTH OF US HIGHWAY 59.
 AX2691'
 AX2691'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 AX2691'HIGHWAY 71 IN EL CAMPO, GO SOUTHEAST 1 BLOCK TO SATE HIGHWAY 71,
 AX2691'TURN SOUTHWEST OF MONSERATTE STREET AND GO 1 BLOCK TO A SMALL
 AX2691'PARKING LOT AND THE STATION ON THE SOUTH SIDE OF PARKING LOT.
 AX2691'
 AX2691'THE STATION MARK, STAMPED EL CAMPO 1954, IS A STANDARD DISK SET IN A
 AX2691'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 96 FEET
 AX2691'SOUTHWEST OF THE SOUTH CORNER OF THE CITY HALL, 81 FEET SOUTHEAST
 AX2691'OF THE SOUTHEAST CURB OF MONSERATTE ST, 32.8 FEET NORTHWEST OF THE
 AX2691'NORTHWEST RAIL OF THE RAILROAD TRACK AND 27.2 FEET SOUTHEAST OF
 AX2691'THE EAST CORNER OF THE LIBRARY.
 AX2691'
 AX2691'REFERENCE MARK NO 1, STAMPED EL CAMPO NO 1 1954, IS A STANDARD DISK
 AX2691'SET IS A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 AX2691'20 FEET SOUTHEAST OF THE SOUTHEAST CURB OF MONSERATTE ST, 16 FEET
 AX2691'NORTHEAST OF THE NORTH CORNER OF THE LIBRARY AND 2 FEET SOUTHEAST
 AX2691'OF THE SOUTHEAST EDGE OF THE SIDEWALK.
 AX2691'
 AX2691'REFERENCE MARK NO 2, STAMPED EL EAMPO NO 2 1954, IS A STANDARD DISK
 AX2691'SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 AX2691'34 FEET NORTHWEST OF THE NEAREST RAIL OF THE RAILROAD, AND 22 FEET
 AX2691'SOUTH OF THE SOUTH CORNER OF THE LIBRARY.
 AX2691'
 AX2691'THE AZIMUTH MARK, STAMPED EL CAMPO 1954, IS A STANDARD DISK SET IN A
 AX2691'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 96 FEET EAST OF
 AX2691'THE EAST CORNER OF FIRST CHRISTION CHURCH, 7 FEET SOUTHWEST OF THE
 AX2691'SIDEWALK ON THE NORTHEAST SIDE OF THE STREET, 4 FEET SOUTH OF A
 AX2691'POWER POLE AND 2-1/2 FEET EAST OF A WHITE WITNESS POST.
 AX2691'
 AX2691'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 AX2691'FAHRENTHOLD ST FOR 0.25 MILE TO THE 400 BLOCK AND THE MARK ON THE
 AX2691'RIGHT, 23.8 FEET NORTHEAST OF THE NORTHEAST CURB.
 AX2691'
 AX2691'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AX2691
 AX2691                          STATION RECOVERY (1963)
 AX2691
 AX2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2691'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NO 1 AND 2
 AX2691'WERE GROWN OVER BY SOD IN THE LIBRARY LAWN.  DID NOT ATTEMPT TO
 AX2691'RECOVER.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2691
 AX2691                          STATION RECOVERY (1979)
 AX2691
 AX2691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AX2691'STATION, REFERENCE MARK 1 AND 2, AND THE AZIMUTH MARK WERE RECOVERED
 AX2691'AND FOUND IN GOOD CONDITION.  A DIFFERENCE AND REFERENCE POINTS WAS
 AX2691'NOTED TO REFERENCE MARK 2 WAS FOUND 29 FEET SOUTHWEST OF THE SOUTH
 AX2691'CORNER OF BRICK BUILDING, 50 FEET NORTH OF THE NORTH RAIL OF
 AX2691'RAILROAD TRACKS.  THE STATION MARK IS 45.5 FEET WEST OF THE CENTER
 AX2691'LINE OF FAHRENTHGH STREET.  THE AZIMUTH MARK IS 12 FEET SOUTH OF
 AX2691'THE ALLEY ACROSS THE STREET FROM THE CHURCH GROUNDS, THE OLD
 AX2691'BUILDINGS HAVE BEEN REMVOED FROM THE NORTH OF AZIMUTH MARK.
 AX2691'
 AX2691'THE STATION IS LOCATED 1 BLOCK WEST OF THE POST OFFICE AND 1-1/2
 AX2691'BLOCKS SOUTH OF CITY ROUTE U.S. HIGHWAY 59, ON EL CAMPO CITY
 AX2691'PROPERTY.
 AX2691'
 AX2691'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN OF EL
 AX2691'CAMPO.
 AX2691
 AX2691                          STATION RECOVERY (2005)
 AX2691
 AX2691'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AX2691'AREA MARKER SHOULD OCCUPY HAS BEEN SURFACED WITH ASPHALT FOR VEHICLE
 AX2691'PARKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2689 ***********************************************************************
 AX2689  DESIGNATION -  EL CAMPO ELEC COOP MST KKC 387
 AX2689  PID         -  AX2689
 AX2689  STATE/COUNTY-  TX/WHARTON
 AX2689  USGS QUAD   -  EL CAMPO (1981)
 AX2689
 AX2689                         *CURRENT SURVEY CONTROL
 AX2689  ___________________________________________________________________
 AX2689* NAD 83(1993)-  29 12 22.98775(N)    096 15 20.32821(W)     ADJUSTED  
 AX2689* NAVD 88     -                                                        
 AX2689  ___________________________________________________________________
 AX2689  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AX2689  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX2689
 AX2689  HORZ ORDER  -  THIRD
 AX2689
 AX2689.The horizontal coordinates were established by classical geodetic methods
 AX2689.and adjusted by the National Geodetic Survey in February 1996..
 AX2689
 AX2689
 AX2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2689
 AX2689.The geoid height was determined by GEOID03.
 AX2689
 AX2689;                    North         East     Units Scale Factor Converg.
 AX2689;SPC TXSC     - 4,155,301.208   866,813.549   MT  0.99986574   +1 20 40.2
 AX2689;SPC TXSC     -13,632,850.71  2,843,870.79   sFT  0.99986574   +1 20 40.2
 AX2689;UTM  14      - 3,233,971.324   766,820.941   MT  1.00047860   +1 20 23.7
 AX2689
 AX2689                          SUPERSEDED SURVEY CONTROL
 AX2689
 AX2689  NAD 83(1986)-  29 12 23.00082(N)    096 15 20.31370(W) AD(       ) 4
 AX2689  NAD 27      -  29 12 22.09682(N)    096 15 19.44291(W) AD(       ) 3
 AX2689
 AX2689.Superseded values are not recommended for survey control.
 AX2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2689.See file dsdata.txt to determine how the superseded data were derived.
 AX2689
 AX2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6682133971(NAD 83)
 AX2689_MARKER: 42 = RADIO/TV MAST
 AX2689
 AX2689  HISTORY     - Date     Condition        Report By
 AX2689  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2689  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 AX2689
 AX2689                          STATION DESCRIPTION
 AX2689
 AX2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2689'THE STATION IS THE LIGHT ATOP THE 140 FOOT RADIO MAST BELONGING TO
 AX2689'THE WHARTON COUNTY ELECTRIC COOPERATIVE AND LOCATED IN THE NORTHEAST
 AX2689'PART OF EL CAMPO AT 1409 EAST JACKSON STREET.
 AX2689
 AX2689                          STATION RECOVERY (2005)
 AX2689
 AX2689'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AX2689'WHARTON COUNTY ELECTRICAL COOP RELOCATED TO 1701 EAST JACKSON IN 1970
 AX2689'AND RELOCATED THEIR TOWER AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2694 ***********************************************************************
 AX2694  DESIGNATION -  EL CAMPO HOWC RAD MAST KKI 418
 AX2694  PID         -  AX2694
 AX2694  STATE/COUNTY-  TX/WHARTON
 AX2694  USGS QUAD   -  EL CAMPO (1981)
 AX2694
 AX2694                         *CURRENT SURVEY CONTROL
 AX2694  ___________________________________________________________________
 AX2694* NAD 83(1993)-  29 11 31.93043(N)    096 16 24.28024(W)     ADJUSTED  
 AX2694* NAVD 88     -                                                        
 AX2694  ___________________________________________________________________
 AX2694  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AX2694  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX2694
 AX2694  HORZ ORDER  -  THIRD
 AX2694
 AX2694.The horizontal coordinates were established by classical geodetic methods
 AX2694.and adjusted by the National Geodetic Survey in February 1996..
 AX2694
 AX2694
 AX2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2694
 AX2694.The geoid height was determined by GEOID03.
 AX2694
 AX2694;                    North         East     Units Scale Factor Converg.
 AX2694;SPC TXSC     - 4,153,689.464   865,123.395   MT  0.99986632   +1 20 08.8
 AX2694;SPC TXSC     -13,627,562.85  2,838,325.67   sFT  0.99986632   +1 20 08.8
 AX2694;UTM  14      - 3,232,358.745   765,129.625   MT  1.00046749   +1 19 50.3
 AX2694
 AX2694                          SUPERSEDED SURVEY CONTROL
 AX2694
 AX2694  NAD 83(1986)-  29 11 31.94354(N)    096 16 24.26585(W) AD(       ) 4
 AX2694  NAD 27      -  29 11 31.03806(N)    096 16 23.39325(W) AD(       ) 3
 AX2694
 AX2694.Superseded values are not recommended for survey control.
 AX2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2694.See file dsdata.txt to determine how the superseded data were derived.
 AX2694
 AX2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6513032359(NAD 83)
 AX2694_MARKER: 42 = RADIO/TV MAST
 AX2694
 AX2694  HISTORY     - Date     Condition        Report By
 AX2694  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2694  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 AX2694
 AX2694                          STATION DESCRIPTION
 AX2694
 AX2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2694'THE STATION IS THE LIGHT ATOP THE 185 FOOT RADIO MAST BELONGING TO
 AX2694'THE HALLIBURTON OIL WELL CEMENTING CO. AND LOCATED AT THEIR OFFICE
 AX2694'IN THE WEST EDGE OF EL CAMPO AT THE WEST END OF RAILROAD STREET.
 AX2694
 AX2694                          STATION RECOVERY (2005)
 AX2694
 AX2694'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AX2694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2695 ***********************************************************************
 AX2695  DESIGNATION -  EL CAMPO NORTH MUN TANK
 AX2695  PID         -  AX2695
 AX2695  STATE/COUNTY-  TX/WHARTON
 AX2695  USGS QUAD   -  EL CAMPO (1981)
 AX2695
 AX2695                         *CURRENT SURVEY CONTROL
 AX2695  ___________________________________________________________________
 AX2695* NAD 83(1993)-  29 12 22.31445(N)    096 16 47.50271(W)     ADJUSTED  
 AX2695* NAVD 88     -                                                        
 AX2695  ___________________________________________________________________
 AX2695  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AX2695  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX2695
 AX2695  HORZ ORDER  -  THIRD
 AX2695
 AX2695.The horizontal coordinates were established by classical geodetic methods
 AX2695.and adjusted by the National Geodetic Survey in February 1996..
 AX2695
 AX2695
 AX2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2695
 AX2695.The geoid height was determined by GEOID03.
 AX2695
 AX2695;                    North         East     Units Scale Factor Converg.
 AX2695;SPC TXSC     - 4,155,225.486   864,460.195   MT  0.99986575   +1 19 57.5
 AX2695;SPC TXSC     -13,632,602.28  2,836,149.82   sFT  0.99986575   +1 19 57.5
 AX2695;UTM  14      - 3,233,895.743   764,466.157   MT  1.00046316   +1 19 41.1
 AX2695
 AX2695                          SUPERSEDED SURVEY CONTROL
 AX2695
 AX2695  NAD 83(1986)-  29 12 22.32757(N)    096 16 47.48826(W) AD(       ) 4
 AX2695  NAD 27      -  29 12 21.42293(N)    096 16 46.61514(W) AD(       ) 3
 AX2695
 AX2695.Superseded values are not recommended for survey control.
 AX2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2695.See file dsdata.txt to determine how the superseded data were derived.
 AX2695
 AX2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6446633896(NAD 83)
 AX2695_MARKER: 53 = ELEVATED TANK
 AX2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2695+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AX2695
 AX2695  HISTORY     - Date     Condition        Report By
 AX2695  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2695  HISTORY     - 1980     GOOD             NGS
 AX2695  HISTORY     - 20050428 GOOD             USPSQD
 AX2695
 AX2695                          STATION DESCRIPTION
 AX2695
 AX2695'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2695'THE STATION IS THE LIGHT ATOP THE WATER TANK BELONGING TO THE CITY
 AX2695'OF EL CAMPO AND LOCATED AT THE NORTH EDGE OF THE CITY EAST OF AVENUE
 AX2695'F AND NORTH OF PECAN STREET.  THE TANK IS SUPPORTED BY A SIX LEGGED
 AX2695'BASE AND IS APPROXIMATELY 125 FEET HIGH.
 AX2695'
 AX2695'THE POINT INTERSECTED WAS THE LIGHT IN THE CENTER OF THE TOP OF THE
 AX2695'TANK.
 AX2695
 AX2695                          STATION RECOVERY (1980)
 AX2695
 AX2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2695'THE STATION WAS FOUND IN GOOD CONDITION. NO PREVIOUS DATA WAS
 AX2695'AVAILABLE AT THIS DATE.
 AX2695'
 AX2695'THE STATION, EL CAMPO NORTH MUNICIPAL WATER TANK, IS A SIX LEGGED
 AX2695'STEEL STRUCTURE, OVAL, PAINTED SILVER AND RED, WITH THE LETTERS
 AX2695'EL CAMPO IN BLACK ON ITS EAST AND WEST SIDES, AND IS ABOUT 105
 AX2695'FEET HIGH. POINT INTERSECTED WAS THE CENTER OF TOP OF TANK.
 AX2695'
 AX2695'THE STATION IS LOCATED IN THE NORTH EDGE OF EL CAMPO AT THE
 AX2695'INTERSECTION OF PECAN STREET AND AVENUE F.
 AX2695
 AX2695                          STATION RECOVERY (2005)
 AX2695
 AX2695'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AX2695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2690 ***********************************************************************
 AX2690  DESIGNATION -  EL CAMPO RADIO STA KULP MAST
 AX2690  PID         -  AX2690
 AX2690  STATE/COUNTY-  TX/WHARTON
 AX2690  USGS QUAD   -  EL CAMPO (1981)
 AX2690
 AX2690                         *CURRENT SURVEY CONTROL
 AX2690  ___________________________________________________________________
 AX2690* NAD 83(1993)-  29 12 35.02859(N)    096 15 50.96921(W)     ADJUSTED  
 AX2690* NAVD 88     -                                                        
 AX2690  ___________________________________________________________________
 AX2690  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AX2690  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX2690
 AX2690  HORZ ORDER  -  THIRD
 AX2690
 AX2690.The horizontal coordinates were established by classical geodetic methods
 AX2690.and adjusted by the National Geodetic Survey in February 1996..
 AX2690
 AX2690
 AX2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2690
 AX2690.The geoid height was determined by GEOID03.
 AX2690
 AX2690;                    North         East     Units Scale Factor Converg.
 AX2690;SPC TXSC     - 4,155,652.391   865,977.529   MT  0.99986561   +1 20 25.2
 AX2690;SPC TXSC     -13,634,002.89  2,841,127.94   sFT  0.99986561   +1 20 25.2
 AX2690;UTM  14      - 3,234,322.786   765,984.439   MT  1.00047310   +1 20 09.2
 AX2690
 AX2690                          SUPERSEDED SURVEY CONTROL
 AX2690
 AX2690  NAD 83(1986)-  29 12 35.04171(N)    096 15 50.95474(W) AD(       ) 4
 AX2690  NAD 27      -  29 12 34.13744(N)    096 15 50.08310(W) AD(       ) 3
 AX2690
 AX2690.Superseded values are not recommended for survey control.
 AX2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2690.See file dsdata.txt to determine how the superseded data were derived.
 AX2690
 AX2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6598434323(NAD 83)
 AX2690_MARKER: 42 = RADIO/TV MAST
 AX2690
 AX2690  HISTORY     - Date     Condition        Report By
 AX2690  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2690  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 AX2690
 AX2690                          STATION DESCRIPTION
 AX2690
 AX2690'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2690'THE STATION IS THE LIGHT ATOP THE 200 FOOT RADIO MAST THAT BELONGS TO
 AX2690'RADIO STATION KULP.  IT IS 1 MILE NORTH OF THE CENTER OF EL CAMPO IN
 AX2690'A VACANT LOT WEST OF ELWOOD STREET AND NORTH OF OLIVA STREET.
 AX2690
 AX2690                          STATION RECOVERY (2005)
 AX2690
 AX2690'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AX2690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2688 ***********************************************************************
 AX2688  DESIGNATION -  EL CAMPO RICE MILLING CO TANK
 AX2688  PID         -  AX2688
 AX2688  STATE/COUNTY-  TX/WHARTON
 AX2688  USGS QUAD   -  EL CAMPO (1981)
 AX2688
 AX2688                         *CURRENT SURVEY CONTROL
 AX2688  ___________________________________________________________________
 AX2688* NAD 83(1993)-  29 11 51.04313(N)    096 16 00.82970(W)     ADJUSTED  
 AX2688* NAVD 88     -                                                        
 AX2688  ___________________________________________________________________
 AX2688  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AX2688  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX2688
 AX2688  HORZ ORDER  -  THIRD
 AX2688
 AX2688.The horizontal coordinates were established by classical geodetic methods
 AX2688.and adjusted by the National Geodetic Survey in February 1996..
 AX2688
 AX2688
 AX2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2688
 AX2688.The geoid height was determined by GEOID03.
 AX2688
 AX2688;                    North         East     Units Scale Factor Converg.
 AX2688;SPC TXSC     - 4,154,292.463   865,742.932   MT  0.99986610   +1 20 20.3
 AX2688;SPC TXSC     -13,629,541.19  2,840,358.27   sFT  0.99986610   +1 20 20.3
 AX2688;UTM  14      - 3,232,962.053   765,749.589   MT  1.00047156   +1 20 02.6
 AX2688
 AX2688                          SUPERSEDED SURVEY CONTROL
 AX2688
 AX2688  NAD 83(1986)-  29 11 51.05402(N)    096 16 00.81844(W) AD(       ) 4
 AX2688  NAD 27      -  29 11 50.14900(N)    096 15 59.95400(W) AD(       ) 3
 AX2688
 AX2688.Superseded values are not recommended for survey control.
 AX2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2688.See file dsdata.txt to determine how the superseded data were derived.
 AX2688
 AX2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6575032962(NAD 83)
 AX2688_MARKER: 53 = ELEVATED TANK
 AX2688
 AX2688  HISTORY     - Date     Condition        Report By
 AX2688  HISTORY     - 1935     FIRST OBSERVED   CGS
 AX2688  HISTORY     - 20050428 MARK NOT FOUND   USPSQD
 AX2688
 AX2688                          STATION DESCRIPTION
 AX2688
 AX2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX2688'THIS STATION IS THE CENTER OF THE WATER TANK AT THE EL CAMPO
 AX2688'RICE MILLING COMPANY.  IT IS A TALL STEEL TANK WITH CONICAL
 AX2688'TOP AND ROUND BOTTOM AND HAS A BALL AT THE CENTER OF THE TOP.
 AX2688'IT IS SUPPORTED BY FOUR LEGS.  THE ENTIRE STRUCTURE IS PAINTED
 AX2688'SILVER.  THE TANK IS LETTERED ELCO IN LARGE RED AND BLACK LETTERS
 AX2688'ON THE NW SIDE, AND IS LETTERED EL CAMPO RICE MILLS ON THE
 AX2688'SW AND NE SIDES.  THE TANK IS ABOUT 120 FEET HIGH AND IS
 AX2688'VERY PROMINENT.  IT WAS ERECTED IN 1912.
 AX2688'
 AX2688'THE TANK IS NEAR THE CENTER OF THE TOWN OF EL CAMPO, ABOUT
 AX2688'75 FEET NW OF THE FIRST STREET SE OF U.S. HIGHWAY 96, AND
 AX2688'ABOUT 150 FEET NE OF THE FIRST STREET NE OF THE PUBLIC PARK
 AX2688'IN THE CENTER OF TOWN.
 AX2688
 AX2688                          STATION RECOVERY (2005)
 AX2688
 AX2688'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AX2688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2692 ***********************************************************************
 AX2692  DESIGNATION -  EL CAMPO SOUTH MUN TANK
 AX2692  PID         -  AX2692
 AX2692  STATE/COUNTY-  TX/WHARTON
 AX2692  USGS QUAD   -  EL CAMPO (1981)
 AX2692
 AX2692                         *CURRENT SURVEY CONTROL
 AX2692  ___________________________________________________________________
 AX2692* NAD 83(1993)-  29 11 40.68310(N)    096 16 18.78545(W)     ADJUSTED  
 AX2692* NAVD 88     -                                                        
 AX2692  ___________________________________________________________________
 AX2692  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AX2692  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX2692
 AX2692  HORZ ORDER  -  THIRD
 AX2692
 AX2692.The horizontal coordinates were established by classical geodetic methods
 AX2692.and adjusted by the National Geodetic Survey in February 1996..
 AX2692
 AX2692
 AX2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2692
 AX2692.The geoid height was determined by GEOID03.
 AX2692
 AX2692;                    North         East     Units Scale Factor Converg.
 AX2692;SPC TXSC     - 4,153,962.299   865,265.498   MT  0.99986622   +1 20 11.5
 AX2692;SPC TXSC     -13,628,457.98  2,838,791.89   sFT  0.99986622   +1 20 11.5
 AX2692;UTM  14      - 3,232,631.731   765,271.837   MT  1.00046843   +1 19 53.4
 AX2692
 AX2692                          SUPERSEDED SURVEY CONTROL
 AX2692
 AX2692  NAD 83(1986)-  29 11 40.69618(N)    096 16 18.77100(W) AD(       ) 4
 AX2692  NAD 27      -  29 11 39.79097(N)    096 16 17.89828(W) AD(       ) 3
 AX2692
 AX2692.Superseded values are not recommended for survey control.
 AX2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2692.See file dsdata.txt to determine how the superseded data were derived.
 AX2692
 AX2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6527232632(NAD 83)
 AX2692_MARKER: 53 = ELEVATED TANK
 AX2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2692+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AX2692
 AX2692  HISTORY     - Date     Condition        Report By
 AX2692  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2692  HISTORY     - 1980     GOOD             NGS
 AX2692  HISTORY     - 20050428 GOOD             USPSQD
 AX2692
 AX2692                          STATION DESCRIPTION
 AX2692
 AX2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2692'THE STATION IS THE BALL ON THE APEX OF THE WATER TANK BELONGING TO
 AX2692'THE CITY OF EL CAMPO AND LOCATED IN THE CENTRAL PART OF THE CITY.  IT
 AX2692'IS NORTH OF WEST MONSARETT STREET AND WEST OF DEPOT STREET.
 AX2692'
 AX2692'THE TANK IS SUPPORTED BY A SIX LEGGED STEEL STRUCTURE AND IS
 AX2692'APPROXIMATELY 132 FEET HIGH.
 AX2692
 AX2692                          STATION RECOVERY (1980)
 AX2692
 AX2692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2692'THE STATION WAS FOUND IN GOOD CONDITION. THERE WAS NO PREVIOUS
 AX2692'DATA AVAILABLE AT THIS TIME.
 AX2692'
 AX2692'THE STATION, EL CAMPO SOUTH MUNICIPAL WATER TANK, IS SIX LEGGED
 AX2692'STEEL STRUCTURE, OVAL, PAINTED SILVER AND RED WITH SEVERAL
 AX2692'ANTENNAS ON TOP, AND IS ABOUT 105 FEET HIGH.
 AX2692'
 AX2692'THE STATION IS LOCATED IN EL CAMPO AT THE INTERSECTION OF
 AX2692'MONSERATTE AND DEPOT STREETS.
 AX2692
 AX2692                          STATION RECOVERY (2005)
 AX2692
 AX2692'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AX2692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2704 ***********************************************************************
 AX2704  DESIGNATION -  EL CAMPO TRANS MW MAST KKE 233
 AX2704  PID         -  AX2704
 AX2704  STATE/COUNTY-  TX/WHARTON
 AX2704  USGS QUAD   -  NEW TAITON (1981)
 AX2704
 AX2704                         *CURRENT SURVEY CONTROL
 AX2704  ___________________________________________________________________
 AX2704* NAD 83(1993)-  29 16 50.84173(N)    096 17 21.88813(W)     ADJUSTED  
 AX2704* NAVD 88     -                                                        
 AX2704  ___________________________________________________________________
 AX2704  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AX2704  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX2704
 AX2704  HORZ ORDER  -  THIRD
 AX2704
 AX2704.The horizontal coordinates were established by classical geodetic methods
 AX2704.and adjusted by the National Geodetic Survey in February 1996..
 AX2704
 AX2704
 AX2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2704
 AX2704.The geoid height was determined by GEOID03.
 AX2704
 AX2704;                    North         East     Units Scale Factor Converg.
 AX2704;SPC TXSC     - 4,163,468.226   863,340.158   MT  0.99986369   +1 19 40.6
 AX2704;SPC TXSC     -13,659,645.34  2,832,475.17   sFT  0.99986369   +1 19 40.6
 AX2704;UTM  14      - 3,242,143.447   763,345.887   MT  1.00045584   +1 19 35.3
 AX2704
 AX2704                          SUPERSEDED SURVEY CONTROL
 AX2704
 AX2704  NAD 83(1986)-  29 16 50.85504(N)    096 17 21.87349(W) AD(       ) 4
 AX2704  NAD 27      -  29 16 49.95991(N)    096 17 21.00077(W) AD(       ) 3
 AX2704
 AX2704.Superseded values are not recommended for survey control.
 AX2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2704.See file dsdata.txt to determine how the superseded data were derived.
 AX2704
 AX2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6334642143(NAD 83)
 AX2704_MARKER: 44 = MICROWAVE MAST
 AX2704
 AX2704  HISTORY     - Date     Condition        Report By
 AX2704  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2704
 AX2704                          STATION DESCRIPTION
 AX2704
 AX2704'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2704'THE STATION IS THE LIGHT ATOP THE METAL MICRO-WAVE MAST BELONGING TO
 AX2704'THE TRANSCONTINENTAL GAS PIPE LINE CORPORATION LOCATED AT THEIR EL
 AX2704'CAMPO STATION NO 3.  THE STATION IS LOCATED ABOUT 5.5 MILES NORTH
 AX2704'OF EL CAMPO.  THE HEIGHT OF THE LIGHT IS 280 FEET ABOVE GROUND
 AX2704'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0994 ***********************************************************************
 CD0994  DESIGNATION -  EL CAPITAN
 CD0994  PID         -  CD0994
 CD0994  STATE/COUNTY-  TX/CULBERSON
 CD0994  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0994
 CD0994                         *CURRENT SURVEY CONTROL
 CD0994  ___________________________________________________________________
 CD0994* NAD 83(1993)-  31 53 29.25867(N)    104 51 38.55705(W)     ADJUSTED  
 CD0994* NAVD 88     -      2667.4    (meters)    8751.     (feet)  VERTCON   
 CD0994  ___________________________________________________________________
 CD0994  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 CD0994  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 CD0994
 CD0994  HORZ ORDER  -  THIRD
 CD0994
 CD0994.The horizontal coordinates were established by classical geodetic methods
 CD0994.and adjusted by the National Geodetic Survey in February 1996..
 CD0994
 CD0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0994
 CD0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0994
 CD0994.The geoid height was determined by GEOID03.
 CD0994
 CD0994;                    North         East     Units Scale Factor Converg.
 CD0994;SPC TX C     - 3,255,356.146   271,808.022   MT  1.00000219   -2 19 54.7
 CD0994;SPC TX C     -10,680,280.96    891,756.82   sFT  1.00000219   -2 19 54.7
 CD0994;UTM  13      - 3,528,413.497   513,172.138   MT  0.99960214   +0 04 24.9
 CD0994
 CD0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0994!SPC TX C     -   0.99958488  x   1.00000219  =   0.99958707
 CD0994!UTM  13      -   0.99958488  x   0.99960214  =   0.99918719
 CD0994
 CD0994:                Primary Azimuth Mark                     Grid Az
 CD0994:SPC TX C     -  BUSH                                     338 52 19.5
 CD0994:UTM  13      -  BUSH                                     336 27 59.9
 CD0994
 CD0994|---------------------------------------------------------------------|
 CD0994| PID    Reference Object                     Distance      Geod. Az  |
 CD0994|                                                           dddmmss.s |
 CD0994| CD1000 BUSH                                APPROX. 4.6 KM 3363224.8 |
 CD0994|---------------------------------------------------------------------|
 CD0994
 CD0994                          SUPERSEDED SURVEY CONTROL
 CD0994
 CD0994  NAD 83(1993)-  31 53 29.25906(N)    104 51 38.55620(W) AD(       ) 3
 CD0994  NAD 83(1986)-  31 53 29.25972(N)    104 51 38.55617(W) AD(       ) 3
 CD0994  NAD 27      -  31 53 28.84913(N)    104 51 36.74746(W) AD(       ) 3
 CD0994  NGVD 29 (07/19/86) 2666.7    (m)         8749.     (f) VERT ANG       
 CD0994
 CD0994.Superseded values are not recommended for survey control.
 CD0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0994.See file dsdata.txt to determine how the superseded data were derived.
 CD0994
 CD0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER1317228413(NAD 83)
 CD0994
 CD0994  HISTORY     - Date     Condition        Report By
 CD0994  HISTORY     - UNK      MONUMENTED
 CD0994  HISTORY     - 1972     GOOD             USGS
 CD0994
 CD0994                          STATION DESCRIPTION
 CD0994
 CD0994'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JTD)
 CD0994'HIGHEST POINT IN TEXAS, ABOUT 50 MI. DIRECT /65 MI. BY RD./ SW. OF
 CD0994'CARLSBAD, NEW MEXICO, A TOWN ON THE PECOS RIVER 8 MI. S. OF THE NEW
 CD0994'MEXICO - TEXAS STATE LINE, ON FARTHEST S. AND HIGHEST POINT OF MAIN
 CD0994'RANGE OF GUADALUPE MOUNTAINS, KNOWN LOCALLY AS GUADALUPE PEAK.
 CD0994'
 CD0994'PEAK IS CONE SHAPED IN APPEARANCE, HAVING A SORT OF DOUBLE TOP WITH
 CD0994'PERPENDICULAR ROCK BLUFF OF ABOUT 1,000 FT. ON SW. SIDE.  TO REACH
 CD0994'STATION GO TO GLOVERS RANCH AT MOUTH OF PINE CANYON, 1.5 MI. W. OF
 CD0994'FRIJOLE POST OFFICE, PINE SPRINGS AT MOUTH OF PINE CANYON IS KNOWN
 CD0994'THROUGHOUT SURROUNDING COUNTRY AND FURNISHES ABUNDANT SUPPLY OF GOOD
 CD0994'WATER.  MOUNTAIN CAN BEST BE CLIMBED BY FOOT ONLY AT A POINT ABOUT 1
 CD0994'MI. S. OF PINE SPRING UP SECOND RIDGE N. OF FLATIRON SHAPED POINT
 CD0994'KNOWN AS SIGNAL POINT.  STATION IS NEAR CENTER OF EXTREME TOP OF PEAK.
 CD0994'
 CD0994'STATION MARK--BRONZE TABLET CEMENTED IN SOLID ROCK NEAR E. END OF
 CD0994'BLUFF.
 CD0994'
 CD0994'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3164 ***********************************************************************
 CS3164  DESIGNATION -  EL CHICO WATER TANK SEC
 CS3164  PID         -  CS3164
 CS3164  STATE/COUNTY-  TX/PARKER
 CS3164  USGS QUAD   -  ANNETA (1979)
 CS3164
 CS3164                         *CURRENT SURVEY CONTROL
 CS3164  ___________________________________________________________________
 CS3164* NAD 83(1993)-  32 43 56.38505(N)    097 37 46.95013(W)     ADJUSTED  
 CS3164* NAVD 88     -                                                        
 CS3164  ___________________________________________________________________
 CS3164  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 CS3164  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CS3164
 CS3164  HORZ ORDER  -  THIRD
 CS3164
 CS3164.The horizontal coordinates were established by classical geodetic methods
 CS3164.and adjusted by the National Geodetic Survey in February 1996..
 CS3164
 CS3164
 CS3164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3164
 CS3164.The geoid height was determined by GEOID03.
 CS3164
 CS3164;                    North         East     Units Scale Factor Converg.
 CS3164;SPC TXNC     - 2,118,509.108   681,566.181   MT  0.99988806   +0 28 28.7
 CS3164;SPC TXNC     - 6,950,475.30  2,236,105.05   sFT  0.99988806   +0 28 28.7
 CS3164;UTM  14      - 3,622,443.867   628,397.181   MT  0.99980328   +0 44 27.7
 CS3164
 CS3164                          SUPERSEDED SURVEY CONTROL
 CS3164
 CS3164  NAD 83(1986)-  32 43 56.38796(N)    097 37 46.93390(W) AD(       ) 4
 CS3164  NAD 27      -  32 43 55.91692(N)    097 37 45.84520(W) AD(       ) 3
 CS3164
 CS3164.Superseded values are not recommended for survey control.
 CS3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3164.See file dsdata.txt to determine how the superseded data were derived.
 CS3164
 CS3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2839722444(NAD 83)
 CS3164_MARKER: 53 = ELEVATED TANK
 CS3164
 CS3164  HISTORY     - Date     Condition        Report By
 CS3164  HISTORY     - 1958     FIRST OBSERVED   USGS
 CS3164  HISTORY     - 19910527 GOOD             USPSQD
 CS3164  HISTORY     - 19970524 GOOD             USPSQD
 CS3164  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS3164
 CS3164                          STATION DESCRIPTION
 CS3164
 CS3164'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS3164'AN INTERSECTED STATION LOCATED 10.5 MI. E. OF THE PARKER COUNTY
 CS3164'COURTHOUSE IN WEATHERFORD, ALONG U.S. HIGHWAY 80 AND ABOUT 700 FT.
 CS3164'S. OF SAID HIGHWAY.  TANK IS LOCATED IN THE EL CHICO ADDITION IN
 CS3164'WHICH A NEW HOUSING DEVELOPMENT IS TO BE BUILT IN THE FUTURE.
 CS3164'
 CS3164'TANK IS OF CONVENTIONAL DESIGN, ABOUT 90 FT. IN HEIGHT AND IS
 CS3164'SUPPORTED ON A 4-LEG STEEL TOWER.
 CS3164'
 CS3164'STATION MARK--FINIAL AT TOP OF TANK (POINT INTERSECTED).
 CS3164
 CS3164                          STATION RECOVERY (1991)
 CS3164
 CS3164'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS3164'RECOVERED IN GOOD CONDITION.
 CS3164
 CS3164                          STATION RECOVERY (1997)
 CS3164
 CS3164'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3164'RECOVERED IN GOOD CONDITION.
 CS3164
 CS3164                          STATION RECOVERY (2004)
 CS3164
 CS3164'RECOVERY NOTE BY US POWER SQUADRON 2004 (GMF)
 CS3164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0186 ***********************************************************************
 AP0186  DESIGNATION -  EL INDIO MUN TANK
 AP0186  PID         -  AP0186
 AP0186  STATE/COUNTY-  TX/MAVERICK
 AP0186  USGS QUAD   -  EL INDIO (1983)
 AP0186
 AP0186                         *CURRENT SURVEY CONTROL
 AP0186  ___________________________________________________________________
 AP0186* NAD 83(1993)-  28 30 48.41126(N)    100 18 37.94796(W)     ADJUSTED  
 AP0186* NAVD 88     -                                                        
 AP0186  ___________________________________________________________________
 AP0186  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AP0186  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AP0186
 AP0186  HORZ ORDER  -  THIRD
 AP0186
 AP0186.The horizontal coordinates were established by classical geodetic methods
 AP0186.and adjusted by the National Geodetic Survey in February 1996..
 AP0186
 AP0186
 AP0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0186
 AP0186.The geoid height was determined by GEOID03.
 AP0186
 AP0186;                    North         East     Units Scale Factor Converg.
 AP0186;SPC TXSC     - 4,076,096.049   471,716.055   MT  0.99996520   -0 38 31.4
 AP0186;SPC TXSC     -13,372,991.79  1,547,621.76   sFT  0.99996520   -0 38 31.4
 AP0186;UTM  14      - 3,154,781.952   371,754.090   MT  0.99980298   -0 37 32.5
 AP0186
 AP0186                          SUPERSEDED SURVEY CONTROL
 AP0186
 AP0186  NAD 83(1986)-  28 30 48.40697(N)    100 18 37.92510(W) AD(       ) 4
 AP0186  NAD 27      -  28 30 47.46374(N)    100 18 36.66897(W) AD(       ) 3
 AP0186
 AP0186.Superseded values are not recommended for survey control.
 AP0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0186.See file dsdata.txt to determine how the superseded data were derived.
 AP0186
 AP0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS7175454782(NAD 83)
 AP0186_MARKER: 53 = ELEVATED TANK
 AP0186
 AP0186  HISTORY     - Date     Condition        Report By
 AP0186  HISTORY     - 1972     FIRST OBSERVED   NGS
 AP0186
 AP0186                          STATION DESCRIPTION
 AP0186
 AP0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0186'THE STATION, EL INDIO MUNICIPAL TANK, IS THE CENTER OF THE TOP OF AN
 AP0186'ELEVATED WATER TANK, SUPPORTED BY FOUR LEGS, THAT HAS AN OVERALL
 AP0186'HEIGHT OF ABOUT 75 FEET.  IT IS LOCATED IN THE SMALL TOWN OF EL
 AP0186'INDIO ABOUT 100 YARDS EAST OF FARM ROAD 1021.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0555 ***********************************************************************
 CE0555  DESIGNATION -  EL PASE FORT BLISS NEW SECTION TANK
 CE0555  PID         -  CE0555
 CE0555  STATE/COUNTY-  TX/EL PASO
 CE0555  USGS QUAD   -  EL PASO (1997)
 CE0555
 CE0555                         *CURRENT SURVEY CONTROL
 CE0555  ___________________________________________________________________
 CE0555* NAD 83(1993)-  31 48 08.08964(N)    106 25 48.60369(W)     ADJUSTED  
 CE0555* NAVD 88     -                                                        
 CE0555  ___________________________________________________________________
 CE0555  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 CE0555  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CE0555
 CE0555  HORZ ORDER  -  THIRD
 CE0555
 CE0555.The horizontal coordinates were established by classical geodetic methods
 CE0555.and adjusted by the National Geodetic Survey in February 1996..
 CE0555
 CE0555
 CE0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0555
 CE0555.The geoid height was determined by GEOID03.
 CE0555
 CE0555;                    North         East     Units Scale Factor Converg.
 CE0555;SPC TX C     - 3,252,566.227   122,958.889   MT  0.99997922   -3 08 24.8
 CE0555;SPC TX C     -10,671,127.70    403,407.62   sFT  0.99997922   -3 08 24.8
 CE0555;UTM  13      - 3,519,407.161   364,617.588   MT  0.99982605   -0 45 13.7
 CE0555
 CE0555                          SUPERSEDED SURVEY CONTROL
 CE0555
 CE0555  NAD 83(1993)-  31 48 08.09090(N)    106 25 48.60276(W) AD(       ) 4
 CE0555  NAD 83(1986)-  31 48 08.09234(N)    106 25 48.60153(W) AD(       ) 4
 CE0555  NAD 27      -  31 48 07.70300(N)    106 25 46.65100(W) AD(       ) 3
 CE0555
 CE0555.Superseded values are not recommended for survey control.
 CE0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0555.See file dsdata.txt to determine how the superseded data were derived.
 CE0555
 CE0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6461819407(NAD 83)
 CE0555_MARKER: 53 = ELEVATED TANK
 CE0555
 CE0555  HISTORY     - Date     Condition        Report By
 CE0555  HISTORY     - 1943     FIRST OBSERVED   CGS
 CE0555  HISTORY     - 1954     GOOD             AMS
 CE0555  HISTORY     - 1967     GOOD             CGS
 CE0555  HISTORY     - 1975     GOOD             NGS
 CE0555  HISTORY     - 1980     GOOD             NGS
 CE0555
 CE0555                          STATION DESCRIPTION
 CE0555
 CE0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0555'TANK LOCATED BY INTERSECTION FROM TRIANGULATION STATIONS.
 CE0555'IT IS ONE OF TWO TALL, RED AND BLACK CHECKED TANKS IN THE
 CE0555'VICINITY OF FORT BLISS, BEING THE LARGER OF THE TWO, AND LOCATED
 CE0555'IN A SECTION OF THE FORT THAT HAS BEEN ERECTED IN THE PAST FEW
 CE0555'YEARS, JUST S OF THE OLD RED BRICK BUILDINGS OF THE OLD SECTION.
 CE0555'BOTH TANKS ARE ABOUT 1/4 MILE E OF U.S. HIGHWAY 54.
 CE0555'
 CE0555'THE TANK IS 18 FEET W OF ROAD 3, 8 FEET N OF DONIPHAN ROAD,
 CE0555'AND 75 FEET SSW OF METAL BUILDING WITH A BLACK ROOF.  THE TANK
 CE0555'STANDS IN AN AREA ENCLOSED BY A WIRE FENCE, THE AREA BEING 118
 CE0555'FEET IN DIAMETER, 72 FEET N OF LARGE STUCCO BARRACKS.  THE
 CE0555'TANK IS 50 FEET IN DIAMETER, SURMOUNTING AN 8-LEG STEEL
 CE0555'STRUCTURE, WITH AN OVERALL HEIGHT OF 108 FEET.  THE LEGS ARE
 CE0555'SPACED OVER AN AREA 65 FEET IN DIAMETER.  A 6-FOOT PIPE IN THE
 CE0555'CENTER OF THIS AREA RUNS UP TO THE BOTTOM OF THE TANK.
 CE0555
 CE0555                          STATION RECOVERY (1954)
 CE0555
 CE0555'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0555'THE WATER TANK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION
 CE0555'WITH THE FOLLOWING ADDITIONS AND CHANGES TO THE ORIGINAL
 CE0555'DESCRIPTION--
 CE0555'
 CE0555'THE TANK IS NOW PAINTED WITH RED AND WHITE CHECKS.  TANK
 CE0555'IS LOCATED AT THE NW CORNER OF THE INTERSECTION OF DOLPHAN ROAD
 CE0555'AND HOLBROOK ROAD.  THE CENTER OF THE TANK IS 62 FT. N OF THE
 CE0555'CENTERLINE OF DOLPHAN ROAD, AND 68 FT. W OF THE CENTERLINE
 CE0555'OF HOLBROOK ROAD.
 CE0555
 CE0555                          STATION RECOVERY (1967)
 CE0555
 CE0555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 CE0555'THIS STATION WAS RECOVERED.  THE OLD DESCRIPTION PROVED INACCURATE
 CE0555'IN SOME RESPECTS, A NEW DESCRIPTION FOLLOWS--THE STATION IS THE
 CE0555'SOUTHERLY OF TWO LARGE RED AND WHITE WATER TANKS LOCATED
 CE0555'AT FORT BLISS.  THIS TANK IS THE LARGER OF THE TWO AND IS ABOUT
 CE0555'108 FT. TALL.  IT IS 75 FT. NORTH OF DONIPHAN ROAD AND 75 FT.
 CE0555'WEST OF HOLBROOK ROAD.  THE TANK IS ENCLOSED BY A WIRE FENCE
 CE0555'ABOUT 120 FT. IN DIAMETER, IT IS A 500,000 GALLON CAPACITY
 CE0555'TANK MOUNTED ON EIGHT LEGS.
 CE0555
 CE0555                          STATION RECOVERY (1975)
 CE0555
 CE0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 CE0555'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 CE0555'IN QUAD. BOOK 311061 STATION 1055.
 CE0555'
 CE0555'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EL PASO
 CE0555
 CE0555                          STATION RECOVERY (1980)
 CE0555
 CE0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0555'THE STATION WAS RECOVERED IN GOOD CONDITION.
 CE0555'THE STATION, EL PASO NEW SECTION TANK, IS THE BALL AT THE
 CE0555'TOP CENTER OF A CYLINDRICAL SHAPED STRUCTURE PAINTED
 CE0555'RED AND WHITE AND SUPPORTED BY EIGHT TRUSS-WORK LEGS AND IS 32.9
 CE0555'METERS IN HEIGHT.
 CE0555'
 CE0555'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE
 CE0555'INTERSECTION OF DOLPHAN ROAD AND HOLBROOK ROAD.
 CE0555'OWNERSHIP--U.S. DEPARTMENT OF THE ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0732 ***********************************************************************
 CE0732  FBN         -  This is a Federal Base Network Control Station.
 CE0732  DESIGNATION -  EL PASO
 CE0732  PID         -  CE0732
 CE0732  STATE/COUNTY-  TX/EL PASO
 CE0732  USGS QUAD   -  CANUTILLO (1995)
 CE0732
 CE0732                         *CURRENT SURVEY CONTROL
 CE0732  ___________________________________________________________________
 CE0732* NAD 83(1993)-  31 53 30.38723(N)    106 35 45.87425(W)     ADJUSTED  
 CE0732* NAVD 88     -      1147.405  (meters)    3764.44   (feet)  ADJUSTED  
 CE0732  ___________________________________________________________________
 CE0732  X           -  -1,548,464.214 (meters)                     COMP
 CE0732  Y           -  -5,195,519.507 (meters)                     COMP
 CE0732  Z           -   3,350,841.783 (meters)                     COMP
 CE0732  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 CE0732  ELLIP HEIGHT-        1123.43  (meters)          (05/26/00) GPS OBS
 CE0732  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0732  DYNAMIC HT  -        1145.699 (meters)    3758.85  (feet)  COMP
 CE0732  MODELED GRAV-     979,112.7   (mgal)                       NAVD 88
 CE0732
 CE0732  HORZ ORDER  -  A
 CE0732  VERT ORDER  -  FIRST     CLASS II
 CE0732  ELLP ORDER  -  SECOND    CLASS I
 CE0732
 CE0732.The horizontal coordinates were established by GPS observations
 CE0732.and adjusted by the National Geodetic Survey in July 1992..
 CE0732
 CE0732.The orthometric height was determined by differential leveling
 CE0732.and adjusted by the National Geodetic Survey in November 1996..
 CE0732.WARNING-GPS observations at this control monument resulted in a GPS
 CE0732.derived orthometric height which differed from the leveled height by
 CE0732.more than one decimeter (0.1 meter).
 CE0732
 CE0732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CE0732
 CE0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0732
 CE0732.The ellipsoidal height was determined by GPS observations
 CE0732.and is referenced to NAD 83.
 CE0732
 CE0732.The geoid height was determined by GEOID03.
 CE0732
 CE0732.The dynamic height is computed by dividing the NAVD 88
 CE0732.geopotential number by the normal gravity value computed on the
 CE0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0732.degrees latitude (g = 980.6199 gals.).
 CE0732
 CE0732.The modeled gravity was interpolated from observed gravity values.
 CE0732
 CE0732;                    North         East     Units Scale Factor Converg.
 CE0732;SPC TX C     - 3,263,349.855   107,831.269   MT  1.00000228   -3 13 32.5
 CE0732;SPC TX C     -10,706,506.98    353,776.42   sFT  1.00000228   -3 13 32.5
 CE0732;UTM  13      - 3,529,550.695   349,056.569   MT  0.99988099   -0 50 36.2
 CE0732
 CE0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0732!SPC TX C     -   0.99982363  x   1.00000228  =   0.99982591
 CE0732!UTM  13      -   0.99982363  x   0.99988099  =   0.99970464
 CE0732
 CE0732                          SUPERSEDED SURVEY CONTROL
 CE0732
 CE0732  ELLIP H (05/01/00) 1123.43   (m)                       GP(       ) 3 1
 CE0732  ELLIP H (12/21/93) 1123.49   (m)                       GP(       ) 4 1
 CE0732  ELLIP H (09/04/92) 1123.49   (m)                       GP(       ) 3 1
 CE0732  ELLIP H (07/31/92) 1123.49   (m)                       GP(       ) 1 1
 CE0732  NAD 83(1986)-  31 53 30.39123(N)    106 35 45.87926(W) AD(       ) 3
 CE0732  NAD 83(1986)-  31 53 30.38722(N)    106 35 45.87426(W) AD(       ) B
 CE0732  ELLIP H (05/26/92) 1123.49   (m)                       GP(       ) 4 1
 CE0732  NAVD 88 (05/26/00) 1147.40   (m)         3764.4    (f) LEVELING    3  
 CE0732  NGVD 29 (06/11/92) 1147.1    (m)         3763.     (f) GPS OBS        
 CE0732
 CE0732.Superseded values are not recommended for survey control.
 CE0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0732.See file dsdata.txt to determine how the superseded data were derived.
 CE0732
 CE0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR4905729551(NAD 83)
 CE0732_MARKER: DD = SURVEY DISK
 CE0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0732_SP_SET: SQUARE CONCRETE MONUMENT
 CE0732_MARK LOGO: TXDOT 
 CE0732_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0732+STABILITY: SURFACE MOTION
 CE0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0732+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 CE0732
 CE0732  HISTORY     - Date     Condition        Report By
 CE0732  HISTORY     - UNK      MONUMENTED       TXDOT
 CE0732  HISTORY     - 19881024 GOOD
 CE0732  HISTORY     - 19920126 GOOD             NGS
 CE0732  HISTORY     - 19930217 GOOD             NGS
 CE0732  HISTORY     - 19940418 GOOD             NGS
 CE0732  HISTORY     - 19980225 GOOD             NGS
 CE0732  HISTORY     - 19990405 GOOD             NGS
 CE0732  HISTORY     - 20020905 GOOD             JCLS
 CE0732
 CE0732                          STATION DESCRIPTION
 CE0732
 CE0732'DESCRIBED 1988
 CE0732'RECOVERED IN GOOD CONDITION.
 CE0732
 CE0732                          STATION RECOVERY (1992)
 CE0732
 CE0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0732'STATION IS LOCATED ABOUT 19 KM (11.8 MI) NORTHWEST OF EL PASO, ON THE
 CE0732'SOUTH EDGE OF CANUTILLO, IN THE TEXAS DEPARTMENT OF HIGHWAYS AND
 CE0732'TRANSPORTATION MAINTENANCE YARD AND 0.9 KM (0.6 MI) EAST OF THE
 CE0732'CENTER OF HIGHWAY 20. OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS AND
 CE0732'PUBLIC TRANSPORTATION, 6496 DONIPHAN DRIVE, CANUTILLO, TX.
 CE0732'ADMINISTRATIVE MAINTENANCE ENGINEER IS ROBERTO TEJADA, PHONE
 CE0732'915-778-4254.  NOTE--A PERMANENT 6 METER TALL METAL TOWER IS SET OVER
 CE0732'THE STATION.
 CE0732'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND BUSINESS LOOP
 CE0732'375 (EXIT 6) JUST EAST OF CANUTILLO, GO WEST ON LOOP 375 FOR 1.61 KM
 CE0732'(1.00 MI) TO THE T-JUNCTION OF STATE HIGHWAY 20.  TURN LEFT, SOUTH,
 CE0732'ON HIGHWAY 20 FOR 1.29 KM (0.80 MI) TO A GATE AT ENTRANCE TO THE
 CE0732'DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION FACILITY ON THE
 CE0732'LEFT.  TURN LEFT, EAST, PASSING THROUGH CARD LOCKED GATE, THEN TURN
 CE0732'SHARP LEFT, NORTH, ALONG CHAIN LINK FENCE FOR 0.08 KM (0.05 MI) TO A
 CE0732'GATE IN FENCE ON LEFT. TURN RIGHT, EAST, ACROSS LOT FOR 0.16 KM
 CE0732'(0.10 MI) TO A FENCE CORNER AND THE STATION STRAIGHT AHEAD ON SOUTH
 CE0732'SIDE OF FENCE.
 CE0732'STATION IS AN ALUMINUM STATE DEPARTMENT OF HIGHWAYS AND PUBLIC
 CE0732'TRANSPORTATION DISK THAT IS UNSTAMPED, SET IN TOP OF A SQUARE
 CE0732'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 3.6 M (11.8 FT) NORTHEAST
 CE0732'FROM A 1.5 METER TALL BLACK PLASTIC SECURITY INSTRUMENT POST, 2.3 M
 CE0732'(7.5 FT) SOUTHEAST FROM A CHAIN LINK FENCE CORNER POST, 2.0 M
 CE0732'(6.6 FT) WEST FROM A 12.7 CM DIAMETER WOODEN POST AND 1.5 M (4.9 FT)
 CE0732'SOUTH FROM A CHAIN LINK FENCE.
 CE0732
 CE0732                          STATION RECOVERY (1993)
 CE0732
 CE0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CE0732'STATION IS LOCATED ABOUT 19 KM (11.80 MI) NORTHWEST OF EL PASO, ON THE
 CE0732'SOUTH EDGE OF CANUTILLO, IN THE TEXAS DEPARTMENT OF HIGHWAYS AND
 CE0732'TRANSPORTATION  MAINTENANCE YARD AND 0.9 KM (0.55 MI) EAST OF THE
 CE0732'CENTER OF HIGHWAY 20. OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS AND
 CE0732'PUBLIC TRANSPORTATION, 6496 DONIPHAN DRIVE, CANUTILLO, TX 79835.
 CE0732'ADMINISTRATIVE MAINTENANCE ENGINEER IS ROBERTO TEJADA, PHONE
 CE0732'915-778-4254.  NOTE--A PERMANENT 6 METER (19.7 FT) TALL STEEL TOWER
 CE0732'IS SET OVER THE STATION.
 CE0732'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND BUSINESS LOOP
 CE0732'375 (EXIT 6) JUST EAST OF CANUTILLO, GO WEST ON LOOP 375 FOR 1.61 KM
 CE0732'(1.00 MI) TO THE T-JUNCTION OF STATE HIGHWAY 20. TURN LEFT, SOUTH, ON
 CE0732'HIGHWAY 20 FOR 1.29 KM (0.80 MI) TO A GATE AT ENTRANCE TO THE
 CE0732'DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION FACILITY ON THE
 CE0732'LEFT. TURN LEFT, EAST, PASSING THROUGH CARD LOCKED GATE, THEN TURN
 CE0732'SHARP LEFT, NORTH, ALONG CHAIN LINK FENCE FOR 0.08 KM (0.05 MI) TO A
 CE0732'GATE IN FENCE ON LEFT.  TURN RIGHT, EAST, ACROSS LOT FOR 0.16 KM
 CE0732'(0.10 MI) TO A FENCE CORNER AND THE STATION STRAIGHT AHEAD ON SOUTH
 CE0732'SIDE OF FENCE.
 CE0732'STATION IS AN ALUMINUM STATE DEPARTMENT OF HIGHWAYS AND PUBLIC
 CE0732'TRANSPORTATION DISK THAT IS UNSTAMPED, SET IN TOP OF A SQUARE
 CE0732'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 3.6 M (11.8 FT) NORTHEAST
 CE0732'FROM A 1.5 METER (4.9 FT) TALL BLACK PLASTIC SECURITY INSTRUMENT
 CE0732'POST, 2.3 M (7.5 FT) SOUTHEAST FROM A CHAIN LINK FENCE CORNER POST,
 CE0732'2.0 M (6.6 FT) WEST FROM A 12.7 CM DIAMETER WOODEN POST, AND 1.5 M
 CE0732'(4.9 FT) SOUTH FROM A CHAIN LINK FENCE.
 CE0732
 CE0732                          STATION RECOVERY (1994)
 CE0732
 CE0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0732'2.5 KM (1.55 MI) SOUTHERLY ALONG DONIPHAN DRIVE (STATE HIGHWAY 20)FROM
 CE0732'THE POST OFFICE IN CANUTILLO, THENCE 0.15 KM (0.10 MI) NORTHEASTERLY
 CE0732'ACROSS A TEXAS DEPARTMENT OF TRANSPORTATION MAINTENANCE YARD, AT 6496
 CE0732'DONIPHAN ROAD, 3.6 M (11.8 FT) NORTHEAST OF A BLACK PLASTIC SECURITY
 CE0732'POST, 2.1 M (6.9 FT) SOUTHEAST OF THE SOUTH GATE POST OF A CHAIN-LINK
 CE0732'FENCE, 1.5 M (4.9 FT) SOUTH OF THE FENCE, AND THE MONUMENT IS FLUSH
 CE0732'WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 CE0732'THE TEXAS HIGHWAY DEPARTMENT. CONTACT--GILBERT JORDAN--MAINTENANCE
 CE0732'ENGINEER, 4201 HONDO PASS, EL PASO, TX., TELEPHONE NUMBER (915)
 CE0732'757-0663 OR 0292. THE DISK IS UNSTAMPED.
 CE0732
 CE0732                          STATION RECOVERY (1998)
 CE0732
 CE0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CE0732'THE STATION IS LOCATED NEAR THE WEST SIDE OF EL PASO, AND NEAR THE
 CE0732'SOUTH EDGE OF CANUTILLO, IN THE TEXAS DEPARTMENT OF HIGHWAYS AND
 CE0732'TRANSPORTATION MAINTENANCE YARD AT 6496 DONIPHAN DRIVE, CANUTILLO, TX.
 CE0732'ABOUT 0.16 KM (0.10 MI) EAST OF THE HIGHWAY 20 CENTER.
 CE0732'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION,
 CE0732'6496 DONIPHAN DRIVE, CANUTILLO, TX. 79835.  ADMINISTRATIVE MAINTENANCE
 CE0732'ENGINEER IS CARLOS MARTINEZ, PHONE 915-757-0663 OR 0292. NOTE--CONTACT
 CE0732'MAINTENANCE ENGINEER (24-HOURS IN ADVANCE) WITH INTENTIONS, SO SOMEONE
 CE0732'WILL BE THERE TO LET YOU IN AND OUT OF LOCKED GATE.  TO REACH THE
 CE0732'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND BUSINESS LOOP
 CE0732'375 (EXIT 6) JUST EAST OF CANUTILLO, GO WEST, FOR 1.61 KM (1.00 MI)
 CE0732'ALONG LOOP 375 TO THE T-JUNCTION OF STATE HIGHWAY 20.  TURN LEFT,
 CE0732'SOUTH, FOR 1.85 KM (1.15 MI) ALONG HIGHWAY 20 TO A GATE AT THE
 CE0732'ENTRANCE TO THE TXDOT MAINTENANCE YARD AT 6496 ON THE LEFT.  TURN
 CE0732'LEFT, EAST, PASSING THROUGH GATE, THEN LEFT, NORTH, FOR 0.08 KM (0.05
 CE0732'MI) ALONG INSIDE OF CHAIN-LINK FENCE TO A GATE ON THE LEFT.  TURN
 CE0732'RIGHT, EAST, FOR 0.16 KM (0.10 MI) ACROSS LOT TO A FENCE CORNER AND
 CE0732'THE STATION NEAR THE SOUTH SIDE OF THE FENCE. NOTE--THE STATION IS AN
 CE0732'ALUMINUM SURVEY DISK WITH NO STAMPING SET BY TXDOT.  STATION IS 3.6 M
 CE0732'(11.8 FT) NORTHEAST OF A BLACK PLASTIC SECURITY POST, 2.1 M (6.9 FT)
 CE0732'SOUTHEAST OF THE SOUTH GATE POST OF A CHAIN-LINK FENCE, 1.5 M (4.9 FT)
 CE0732'SOUTH OF THE FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 CE0732'BY R.G. HAYES
 CE0732
 CE0732                          STATION RECOVERY (1999)
 CE0732
 CE0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 CE0732'RECOVERED AS DESCRIBED.
 CE0732
 CE0732                          STATION RECOVERY (2002)
 CE0732
 CE0732'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CE0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0676 ***********************************************************************
 CE0676  DESIGNATION -  EL PASO 13
 CE0676  PID         -  CE0676
 CE0676  STATE/COUNTY-  TX/EL PASO
 CE0676  USGS QUAD   -  SMELTERTOWN (1994)
 CE0676
 CE0676                         *CURRENT SURVEY CONTROL
 CE0676  ___________________________________________________________________
 CE0676* NAD 83(1993)-  31 49 11.42356(N)    106 30 55.09172(W)     ADJUSTED  
 CE0676* NAVD 88     -      1304.4    (meters)    4280.     (feet)  VERTCON   
 CE0676  ___________________________________________________________________
 CE0676  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 CE0676  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CE0676
 CE0676  HORZ ORDER  -  SECOND
 CE0676
 CE0676.The horizontal coordinates were established by classical geodetic methods
 CE0676.and adjusted by the National Geodetic Survey in February 1996..
 CE0676
 CE0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0676
 CE0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0676
 CE0676.The geoid height was determined by GEOID03.
 CE0676
 CE0676;                    North         East     Units Scale Factor Converg.
 CE0676;SPC TX C     - 3,254,958.629   115,017.736   MT  0.99998356   -3 11 02.7
 CE0676;SPC TX C     -10,678,976.77    377,354.02   sFT  0.99998356   -3 11 02.7
 CE0676;UTM  13      - 3,521,466.635   356,584.870   MT  0.99985367   -0 47 56.7
 CE0676
 CE0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0676!SPC TX C     -   0.99979897  x   0.99998356  =   0.99978253
 CE0676!UTM  13      -   0.99979897  x   0.99985367  =   0.99965267
 CE0676
 CE0676:                Primary Azimuth Mark                     Grid Az
 CE0676:SPC TX C     -  EL PASO TV TOWER KCIK                    105 22 26.6
 CE0676:UTM  13      -  EL PASO TV TOWER KCIK                    102 59 20.6
 CE0676
 CE0676|---------------------------------------------------------------------|
 CE0676| PID    Reference Object                     Distance      Geod. Az  |
 CE0676|                                                           dddmmss.s |
 CE0676| CE0622 EL PASO TV TOWER KCIK               APPROX. 2.5 KM 1021123.9 |
 CE0676| CE0621 EL PASO TV TOWER KTSM               APPROX. 3.5 KM 1181405.9 |
 CE0676| CE0679 EL PASO A S AND R SMELTING STK      APPROX. 4.3 KM 1910033.6 |
 CE0676| CE0684 EL PASO CROSS ON MOUNTAIN           APPROX. 4.6 KM 2184025.7 |
 CE0676| CE0680 PASSERO                             APPROX. 1.7 KM 3122522.3 |
 CE0676|---------------------------------------------------------------------|
 CE0676
 CE0676                          SUPERSEDED SURVEY CONTROL
 CE0676
 CE0676  NAD 83(1993)-  31 49 11.42407(N)    106 30 55.09146(W) AD(       ) 2
 CE0676  NAD 83(1986)-  31 49 11.42703(N)    106 30 55.09126(W) AD(       ) 2
 CE0676  NAD 27      -  31 49 11.04606(N)    106 30 53.13749(W) AD(       ) 2
 CE0676  NGVD 29 (07/19/86) 1303.9    (m)         4278.     (f) VERT ANG       
 CE0676
 CE0676.Superseded values are not recommended for survey control.
 CE0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0676.See file dsdata.txt to determine how the superseded data were derived.
 CE0676
 CE0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5658521467(NAD 83)
 CE0676_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0676+STABILITY: SURFACE MOTION
 CE0676
 CE0676  HISTORY     - Date     Condition        Report By
 CE0676  HISTORY     - 1981     MONUMENTED       TX2190
 CE0676
 CE0676                          STATION DESCRIPTION
 CE0676
 CE0676'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0676'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) NORTH OF THE
 CE0676'CENTER OF EL PASO, ATOP A RIDGE 0.2 KM (0.1 MI) EAST OF MESA
 CE0676'ROAD.
 CE0676'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0676'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0676'915-543-4200.
 CE0676'
 CE0676'TO REACH THE STATION FROM THE INTERSECTION OF MESA ROAD
 CE0676'AND FESTIVAL DRIVE, GO EAST ON MESA ROAD FOR 0.2 KM (0.15 MI)
 CE0676'TO A DRIVE-IN THEATER ENTRANCE ON THE LEFT.  TURN LEFT,
 CE0676'U-TURN AND GO WEST ON MESA ROAD 0.1 KM (0.05 MI) TO A
 CE0676'TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST AROUND THE
 CE0676'OUTSIDE OF THE DRIVE-IN FOR 0.1 KM (0.05 MI) TO A FORK.
 CE0676'BEAR LEFT AND CROSS A CLEARED SPACE, THEN UPHILL FOR 0.2 KM
 CE0676'(0.15 MI) TO THE TOP OF A RIDGE AND THE STATION TO THE LEFT.
 CE0676'
 CE0676'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0676'STAMPED---EPGS EL PASO 13 1981---,
 CE0676'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0676'FLUSH WITH GROUND.  IT IS LOCATED
 CE0676'23 METERS (75.5 FT) SOUTHWEST FROM THE END OF A TRACK ROAD AND
 CE0676'3.0 METERS (9.8 FT) SOUTHEAST FROM A STEEL ROD DRIVEN INTO THE
 CE0676'GROUND.
 CE0676'THE UNDERGROUND MARK IS A STANDARD C OF EL PASO DISK
 CE0676'STAMPED---EPGS EL PASO 13 1981---,
 CE0676'SET INTO AN IRREGULAR MASS OF CONCRETE 12 METERS BELOW THE SURFACE.
 CE0676'
 CE0676'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0681 ***********************************************************************
 CE0681  DESIGNATION -  EL PASO 16
 CE0681  PID         -  CE0681
 CE0681  STATE/COUNTY-  TX/EL PASO
 CE0681  USGS QUAD   -  SMELTERTOWN (1994)
 CE0681
 CE0681                         *CURRENT SURVEY CONTROL
 CE0681  ___________________________________________________________________
 CE0681* NAD 83(1993)-  31 52 00.04795(N)    106 31 47.80929(W)     ADJUSTED  
 CE0681* NAVD 88     -      1337.9    (meters)    4389.     (feet)  VERTCON   
 CE0681  ___________________________________________________________________
 CE0681  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 CE0681  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CE0681
 CE0681  HORZ ORDER  -  SECOND
 CE0681
 CE0681.The horizontal coordinates were established by classical geodetic methods
 CE0681.and adjusted by the National Geodetic Survey in February 1996..
 CE0681
 CE0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0681
 CE0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0681
 CE0681.The geoid height was determined by GEOID03.
 CE0681
 CE0681;                    North         East     Units Scale Factor Converg.
 CE0681;SPC TX C     - 3,260,221.439   113,922.635   MT  0.99999557   -3 11 29.8
 CE0681;SPC TX C     -10,696,243.17    373,761.18   sFT  0.99999557   -3 11 29.8
 CE0681;UTM  13      - 3,526,678.632   355,271.942   MT  0.99985833   -0 48 28.3
 CE0681
 CE0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0681!SPC TX C     -   0.99979370  x   0.99999557  =   0.99978927
 CE0681!UTM  13      -   0.99979370  x   0.99985833  =   0.99965206
 CE0681
 CE0681:                Primary Azimuth Mark                     Grid Az
 CE0681:SPC TX C     -  EL PASO TV TOWER KCIK                    149 12 08.4
 CE0681:UTM  13      -  EL PASO TV TOWER KCIK                    146 49 06.9
 CE0681
 CE0681|---------------------------------------------------------------------|
 CE0681| PID    Reference Object                     Distance      Geod. Az  |
 CE0681|                                                           dddmmss.s |
 CE0681| CE0622 EL PASO TV TOWER KCIK               APPROX. 6.9 KM 1460038.6 |
 CE0681| CE0688 NW ELP 3                            APPROX. 3.1 KM 2592745.4 |
 CE0681|---------------------------------------------------------------------|
 CE0681
 CE0681                          SUPERSEDED SURVEY CONTROL
 CE0681
 CE0681  NAD 83(1993)-  31 52 00.04836(N)    106 31 47.80903(W) AD(       ) 2
 CE0681  NAD 83(1986)-  31 52 00.05191(N)    106 31 47.80883(W) AD(       ) 2
 CE0681  NAD 27      -  31 51 59.67795(N)    106 31 45.85380(W) AD(       ) 2
 CE0681  NGVD 29 (07/19/86) 1337.4    (m)         4388.     (f) VERT ANG       
 CE0681
 CE0681.Superseded values are not recommended for survey control.
 CE0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0681.See file dsdata.txt to determine how the superseded data were derived.
 CE0681
 CE0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5527226679(NAD 83)
 CE0681_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0681+STABILITY: SURFACE MOTION
 CE0681
 CE0681  HISTORY     - Date     Condition        Report By
 CE0681  HISTORY     - 1981     MONUMENTED       TX2190
 CE0681
 CE0681                          STATION DESCRIPTION
 CE0681
 CE0681'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0681'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) EAST OF THE
 CE0681'RIO GRANDE, 4.8 KM (3.0 MI) SOUTH OF LOOP 375
 CE0681'(TRANS MOUNTAIN ROAD), AND 3.2 KM (2.0 MI) NORTH
 CE0681'OF MESA STREET.
 CE0681'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0681'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0681'915-543-4200.
 CE0681'
 CE0681'TO REACH THE STATION FROM THE INTERSECTION OF BISHOP FLORES
 CE0681'DRIVE AND PORRAS DRIVE, GO EAST ON A DIRT ROAD FOR 0.5 KM
 CE0681'(0.3 MI) TO A FORK.  TAKE THE RIGHT ROAD AND GO EAST FOR
 CE0681'0.9 KM (0.55 MI) TO A ROAD ON THE LEFT.  CONTINUE AHEAD
 CE0681'NOW SOUTHEASTERLY FOR 1.0 KM (0.6 MI) TO THE STATION ON THE
 CE0681'RIGHT.
 CE0681'
 CE0681'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0681'STAMPED---EL PASO 16 EPGS 1981---,
 CE0681'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 29 CM IN DIAMETER
 CE0681'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0681'11.0 METERS (36.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 CE0681'GRAVEL ROAD.
 CE0681'THE UNDERGROUNDMARK IS A STANDARD C OF EL PASO DISK
 CE0681'STAMPED---EL PASO 16 EPGS 1981---,
 CE0681'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0681'
 CE0681'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1828 ***********************************************************************
 AJ1828  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ1828  DESIGNATION -  EL PASO 3 CORS ARP
 AJ1828  CORS_ID     -  ELP3
 AJ1828  PID         -  AJ1828
 AJ1828  STATE/COUNTY-  TX/EL PASO
 AJ1828  USGS QUAD   -  YSLETA (1994)
 AJ1828
 AJ1828                         *CURRENT SURVEY CONTROL
 AJ1828  ___________________________________________________________________
 AJ1828* NAD 83(CORS)-  31 41 29.43875(N)    106 16 17.60416(W)     ADJUSTED  
 AJ1828* NAVD 88     -                                                        
 AJ1828  ___________________________________________________________________
 AJ1828  EPOCH DATE  -        2002.00
 AJ1828  X           -  -1,522,290.827 (meters)                     COMP
 AJ1828  Y           -  -5,215,438.365 (meters)                     COMP
 AJ1828  Z           -   3,331,963.977 (meters)                     COMP
 AJ1828  ELLIP HEIGHT-        1123.08  (meters)          (03/??/02) GPS OBS
 AJ1828  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AJ1828
 AJ1828  HORZ ORDER  -  SPECIAL (CORS)
 AJ1828  ELLP ORDER  -  SPECIAL (CORS)
 AJ1828
 AJ1828.ITRF positions are available for this station.
 AJ1828.The coordinates were established by GPS observations
 AJ1828.and adjusted by the National Geodetic Survey in March 2002..
 AJ1828.The coordinates are valid at the epoch date displayed above.
 AJ1828.The epoch date for horizontal control is a decimal equivalence
 AJ1828.of Year/Month/Day.
 AJ1828
 AJ1828
 AJ1828.The PID for the CORS L1 Phase Center is AJ1829.
 AJ1828
 AJ1828.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ1828
 AJ1828.The ellipsoidal height was determined by GPS observations
 AJ1828.and is referenced to NAD 83.
 AJ1828
 AJ1828.The geoid height was determined by GEOID03.
 AJ1828
 AJ1828;                    North         East     Units Scale Factor Converg.
 AJ1828;SPC TX C     - 3,239,493.348   137,301.212   MT  0.99995410   -3 03 30.7
 AJ1828;SPC TX C     -10,628,237.76    450,462.39   sFT  0.99995410   -3 03 30.7
 AJ1828
 AJ1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1828!SPC TX C     -   0.99982368  x   0.99995410  =   0.99977779
 AJ1828
 AJ1828                          SUPERSEDED SURVEY CONTROL
 AJ1828
 AJ1828  NAD 83(CORS)-  31 41 29.43865(N)    106 16 17.60446(W) AD(1997.00) c
 AJ1828  ELLIP H (03/??/01) 1123.09   (m)                       GP(1997.00) c c
 AJ1828
 AJ1828.Superseded values are not recommended for survey control.
 AJ1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1828.See file dsdata.txt to determine how the superseded data were derived.
 AJ1828
 AJ1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7949006945(NAD 83)
 AJ1828_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ1828
 AJ1828                          STATION DESCRIPTION
 AJ1828
 AJ1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ1828'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ1828'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ1828'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ1828'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ1828'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1829 ***********************************************************************
 AJ1829  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ1829  DESIGNATION -  EL PASO 3 CORS L1 PHASE CENTER
 AJ1829  CORS_ID     -  ELP3
 AJ1829  PID         -  AJ1829
 AJ1829  STATE/COUNTY-  TX/EL PASO
 AJ1829  USGS QUAD   -  YSLETA (1994)
 AJ1829
 AJ1829                         *CURRENT SURVEY CONTROL
 AJ1829  ___________________________________________________________________
 AJ1829* NAD 83(CORS)-  31 41 29.43875(N)    106 16 17.60418(W)     ADJUSTED  
 AJ1829* NAVD 88     -                                                        
 AJ1829  ___________________________________________________________________
 AJ1829  EPOCH DATE  -        2002.00
 AJ1829  X           -  -1,522,290.846 (meters)                     COMP
 AJ1829  Y           -  -5,215,438.430 (meters)                     COMP
 AJ1829  Z           -   3,331,964.019 (meters)                     COMP
 AJ1829  ELLIP HEIGHT-        1123.16  (meters)          (03/??/02) GPS OBS
 AJ1829  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AJ1829
 AJ1829  HORZ ORDER  -  SPECIAL (CORS)
 AJ1829  ELLP ORDER  -  SPECIAL (CORS)
 AJ1829
 AJ1829.ITRF positions are available for this station.
 AJ1829.The coordinates were established by GPS observations
 AJ1829.and adjusted by the National Geodetic Survey in March 2002..
 AJ1829.The coordinates are valid at the epoch date displayed above.
 AJ1829.The epoch date for horizontal control is a decimal equivalence
 AJ1829.of Year/Month/Day.
 AJ1829
 AJ1829
 AJ1829.The PID for the CORS ARP is AJ1828.
 AJ1829
 AJ1829.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ1829
 AJ1829.The ellipsoidal height was determined by GPS observations
 AJ1829.and is referenced to NAD 83.
 AJ1829
 AJ1829.The geoid height was determined by GEOID03.
 AJ1829
 AJ1829;                    North         East     Units Scale Factor Converg.
 AJ1829;SPC TX C     - 3,239,493.348   137,301.211   MT  0.99995410   -3 03 30.7
 AJ1829;SPC TX C     -10,628,237.76    450,462.39   sFT  0.99995410   -3 03 30.7
 AJ1829
 AJ1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1829!SPC TX C     -   0.99982367  x   0.99995410  =   0.99977778
 AJ1829
 AJ1829                          SUPERSEDED SURVEY CONTROL
 AJ1829
 AJ1829  NAD 83(CORS)-  31 41 29.43865(N)    106 16 17.60448(W) AD(1997.00) c
 AJ1829  ELLIP H (03/??/01) 1123.16   (m)                       GP(1997.00) c c
 AJ1829
 AJ1829.Superseded values are not recommended for survey control.
 AJ1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1829.See file dsdata.txt to determine how the superseded data were derived.
 AJ1829
 AJ1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7949006945(NAD 83)
 AJ1829_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ1829
 AJ1829                          STATION DESCRIPTION
 AJ1829
 AJ1829'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ1829'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ1829'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ1829'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ1829'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ1829'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0661 ***********************************************************************
 CE0661  DESIGNATION -  EL PASO A S AND R SMELTING STK
 CE0661  PID         -  CE0661
 CE0661  STATE/COUNTY-  TX/EL PASO
 CE0661  USGS QUAD   -  SMELTERTOWN (1994)
 CE0661
 CE0661                         *CURRENT SURVEY CONTROL
 CE0661  ___________________________________________________________________
 CE0661* NAD 83(1993)-  31 46 55.06279(N)    106 31 21.85810(W)     ADJUSTED  
 CE0661* NAVD 88     -                                                        
 CE0661  ___________________________________________________________________
 CE0661  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CE0661  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0661
 CE0661  HORZ ORDER  -  THIRD
 CE0661
 CE0661.The horizontal coordinates were established by classical geodetic methods
 CE0661.and adjusted by the National Geodetic Survey in February 1996..
 CE0661
 CE0661
 CE0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0661
 CE0661.The geoid height was determined by GEOID03.
 CE0661
 CE0661;                    North         East     Units Scale Factor Converg.
 CE0661;SPC TX C     - 3,250,804.302   114,081.337   MT  0.99997434   -3 11 16.5
 CE0661;SPC TX C     -10,665,347.11    374,281.85   sFT  0.99997434   -3 11 16.5
 CE0661;UTM  13      - 3,517,277.453   355,822.282   MT  0.99985637   -0 48 07.7
 CE0661
 CE0661                          SUPERSEDED SURVEY CONTROL
 CE0661
 CE0661  NAD 83(1993)-  31 46 55.06364(N)    106 31 21.85796(W) AD(       ) 4
 CE0661  NAD 83(1986)-  31 46 55.06500(N)    106 31 21.85649(W) AD(       ) 4
 CE0661  NAD 27      -  31 46 54.69000(N)    106 31 19.89000(W) AD(       ) 3
 CE0661
 CE0661.Superseded values are not recommended for survey control.
 CE0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0661.See file dsdata.txt to determine how the superseded data were derived.
 CE0661
 CE0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5582217277(NAD 83)
 CE0661_MARKER: 63 = STACK
 CE0661
 CE0661  HISTORY     - Date     Condition        Report By
 CE0661  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0661  HISTORY     - 1980     GOOD             NGS
 CE0661  HISTORY     - 19951229 GOOD             USPSQD
 CE0661
 CE0661                          STATION DESCRIPTION
 CE0661
 CE0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0661'THE STATION WAS RECOVERED IN GOOD CONDITION.
 CE0661'THE STATION, EL PASO ASARCO INCORPORATED STACK, IS THE
 CE0661'TOP CENTER OF A CYLINDRICAL, RED AND WHITE CHECKED,
 CE0661'251.8 METERS IN HEIGHT, SMOKE STACK.
 CE0661'
 CE0661'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHWEST OF
 CE0661'EL PASO, ALONG THE EAST SIDE OF PAISANO STREET AT A SMELTER
 CE0661'PLANT COMPLEX.
 CE0661'OWNERSHIP--ASARCO INCORPORATED, SMELTER, EL PASO, TX 79992,
 CE0661'TELEPHONE NUMBER 915-532-7961.
 CE0661
 CE0661                          STATION RECOVERY (1995)
 CE0661
 CE0661'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0678 ***********************************************************************
 CE0678  DESIGNATION -  EL PASO A S AND R SOUTH STK
 CE0678  PID         -  CE0678
 CE0678  STATE/COUNTY-  TX/EL PASO
 CE0678  USGS QUAD   -  SMELTERTOWN (1994)
 CE0678
 CE0678                         *CURRENT SURVEY CONTROL
 CE0678  ___________________________________________________________________
 CE0678* NAD 83(1993)-  31 46 43.42323(N)    106 31 23.74713(W)     ADJUSTED  
 CE0678* NAVD 88     -                                                        
 CE0678  ___________________________________________________________________
 CE0678  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CE0678  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0678
 CE0678  HORZ ORDER  -  THIRD
 CE0678
 CE0678.The horizontal coordinates were established by classical geodetic methods
 CE0678.and adjusted by the National Geodetic Survey in February 1996..
 CE0678
 CE0678
 CE0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0678
 CE0678.The geoid height was determined by GEOID03.
 CE0678
 CE0678;                    North         East     Units Scale Factor Converg.
 CE0678;SPC TX C     - 3,250,449.122   114,011.776   MT  0.99997357   -3 11 17.4
 CE0678;SPC TX C     -10,664,181.83    374,053.64   sFT  0.99997357   -3 11 17.4
 CE0678;UTM  13      - 3,516,919.727   355,767.574   MT  0.99985657   -0 48 08.5
 CE0678
 CE0678                          SUPERSEDED SURVEY CONTROL
 CE0678
 CE0678  NAD 83(1993)-  31 46 43.42322(N)    106 31 23.74666(W) AD(       ) 4
 CE0678  NAD 83(1986)-  31 46 43.42534(N)    106 31 23.74646(W) AD(       ) 4
 CE0678  NAD 27      -  31 46 43.03748(N)    106 31 21.79352(W) AD(       ) 3
 CE0678
 CE0678.Superseded values are not recommended for survey control.
 CE0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0678.See file dsdata.txt to determine how the superseded data were derived.
 CE0678
 CE0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5576816920(NAD 83)
 CE0678_MARKER: 63 = STACK
 CE0678
 CE0678  HISTORY     - Date     Condition        Report By
 CE0678  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0678  HISTORY     - 19951229 GOOD             USPSQD
 CE0678
 CE0678                          STATION DESCRIPTION
 CE0678
 CE0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0678'THE STATION, EL PASO ASARCO SMELTER AND REFINERY COMPANY
 CE0678'SOUTH STACK, IS THE TOP CENTER OF CYLINDRICAL SHAPED SMOKE
 CE0678'STACK BEIGE IN COLOR AND 187.4 METERS IN HEIGHT.
 CE0678'OWNERSHIP--ASARCO INCORPORATED.
 CE0678'
 CE0678'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHWEST FROM
 CE0678'DOWNTOWN EL PASO AND ALONG THE EAST SIDE OF PAISANO ROAD.
 CE0678
 CE0678                          STATION RECOVERY (1995)
 CE0678
 CE0678'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0662 ***********************************************************************
 CE0662  DESIGNATION -  EL PASO ASTRO STA 1
 CE0662  PID         -  CE0662
 CE0662  STATE/COUNTY-  TX/EL PASO
 CE0662  USGS QUAD   -  SMELTERTOWN (1994)
 CE0662
 CE0662                         *CURRENT SURVEY CONTROL
 CE0662  ___________________________________________________________________
 CE0662* NAD 83(1993)-  31 47 02.01227(N)    106 31 33.17034(W)     ADJUSTED  
 CE0662* NAVD 88     -      1139.     (meters)    3737.     (feet)  SCALED    
 CE0662  ___________________________________________________________________
 CE0662  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CE0662  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0662
 CE0662  HORZ ORDER  -  SECOND
 CE0662
 CE0662.The horizontal coordinates were established by classical geodetic methods
 CE0662.and adjusted by the National Geodetic Survey in February 1996..
 CE0662
 CE0662.The orthometric height was scaled from a topographic map.
 CE0662
 CE0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0662
 CE0662.The geoid height was determined by GEOID03.
 CE0662
 CE0662;                    North         East     Units Scale Factor Converg.
 CE0662;SPC TX C     - 3,251,034.570   113,796.089   MT  0.99997480   -3 11 22.3
 CE0662;SPC TX C     -10,666,102.59    373,346.00   sFT  0.99997480   -3 11 22.3
 CE0662;UTM  13      - 3,517,495.621   355,527.731   MT  0.99985742   -0 48 13.8
 CE0662
 CE0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0662!SPC TX C     -   0.99982502  x   0.99997480  =   0.99979983
 CE0662!UTM  13      -   0.99982502  x   0.99985742  =   0.99968247
 CE0662
 CE0662:                Primary Azimuth Mark                     Grid Az
 CE0662:SPC TX C     -  EL PASO NORTH BASE                       004 09 33.4
 CE0662:UTM  13      -  EL PASO NORTH BASE                       001 46 24.9
 CE0662
 CE0662|---------------------------------------------------------------------|
 CE0662| PID    Reference Object                     Distance      Geod. Az  |
 CE0662|                                                           dddmmss.s |
 CE0662| CE0668 EL PASO NORTH BASE                  496.829 METERS 0005811.1 |
 CE0662| CE0664 EL PASO MAGNETIC STATION            196.857 METERS 09000     |
 CE0662| CE0663 EL PASO SOUTH BASE                   60.863 METERS 15020     |
 CE0662| CE0665 BOUNDARY MON 1 MX US                365.463 METERS 27000     |
 CE0662| CC7328 EL PASO ASTRO STA 1 AZ MK                          3583028.0 |
 CE0662|---------------------------------------------------------------------|
 CE0662
 CE0662                          SUPERSEDED SURVEY CONTROL
 CE0662
 CE0662  NAD 83(1993)-  31 47 02.01226(N)    106 31 33.17022(W) AD(       ) 2
 CE0662  NAD 83(1986)-  31 47 02.01486(N)    106 31 33.17025(W) AD(       ) 2
 CE0662  NAD 27      -  31 47 01.62700(N)    106 31 31.21800(W) AD(       ) 2
 CE0662
 CE0662.Superseded values are not recommended for survey control.
 CE0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0662.See file dsdata.txt to determine how the superseded data were derived.
 CE0662
 CE0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5552817496(NAD 83)
 CE0662_MARKER: Z = SEE DESCRIPTION
 CE0662_SETTING: 0 = UNSPECIFIED SETTING
 CE0662
 CE0662  HISTORY     - Date     Condition        Report By
 CE0662  HISTORY     - 1893     MONUMENTED       IBC
 CE0662  HISTORY     - 1955     MARK NOT FOUND   AMS
 CE0662
 CE0662                          STATION DESCRIPTION
 CE0662
 CE0662'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1893
 CE0662'IT IS ON A SAND PLAIN ON E SIDE OF THE RIO GRANDE BETWEEN
 CE0662'THE RIVER AND THE ATCHISON, TOPEKA AND SANTA FE RAILWAY.
 CE0662'
 CE0662'MARKED BY LEAD PLUG IN TOP OF BOULDER WEIGHING ABOUT 250
 CE0662'POUNDS BURIED WITH ITS TOP ABOUT 3 INCHES BELOW SURFACE OF
 CE0662'SAND.  A NOTCH WAS MADE ON NEAR RAIL OF RAILROAD DIRECTLY
 CE0662'IN LINE WITH UNITED STATES AND MEXICO BOUNDARY MONUMENT NO.
 CE0662'1 AND UNITED STATES AND MEXICO BOUNDARY MONUMENT NO. 2.
 CE0662'THIS NOTCH IS 38.68 METERS (126.9 FEET) FROM STATION.
 CE0662
 CE0662                          STATION RECOVERY (1955)
 CE0662
 CE0662'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0662'THIS MARK (A LEAD PLUG IN A BOULDER) WAS SEARCHED FOR BUT COULD
 CE0662'NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0610 ***********************************************************************
 CE0610  DESIGNATION -  EL PASO AUSTIN SCHOOL CUPOLA
 CE0610  PID         -  CE0610
 CE0610  STATE/COUNTY-  TX/EL PASO
 CE0610  USGS QUAD   -  EL PASO (1997)
 CE0610
 CE0610                         *CURRENT SURVEY CONTROL
 CE0610  ___________________________________________________________________
 CE0610* NAD 83(1993)-  31 47 56.75838(N)    106 27 07.14771(W)     ADJUSTED  
 CE0610* NAVD 88     -                                                        
 CE0610  ___________________________________________________________________
 CE0610  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 CE0610  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CE0610
 CE0610  HORZ ORDER  -  THIRD
 CE0610
 CE0610.The horizontal coordinates were established by classical geodetic methods
 CE0610.and adjusted by the National Geodetic Survey in February 1996..
 CE0610
 CE0610
 CE0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0610
 CE0610.The geoid height was determined by GEOID03.
 CE0610
 CE0610;                    North         East     Units Scale Factor Converg.
 CE0610;SPC TX C     - 3,252,331.127   120,876.815   MT  0.99997846   -3 09 05.3
 CE0610;SPC TX C     -10,670,356.37    396,576.68   sFT  0.99997846   -3 09 05.3
 CE0610;UTM  13      - 3,519,085.621   362,547.418   MT  0.99983301   -0 45 54.8
 CE0610
 CE0610                          SUPERSEDED SURVEY CONTROL
 CE0610
 CE0610  NAD 83(1993)-  31 47 56.75968(N)    106 27 07.14670(W) AD(       ) 4
 CE0610  NAD 83(1986)-  31 47 56.76096(N)    106 27 07.14527(W) AD(       ) 4
 CE0610  NAD 27      -  31 47 56.37232(N)    106 27 05.19332(W) AD(       ) 3
 CE0610
 CE0610.Superseded values are not recommended for survey control.
 CE0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0610.See file dsdata.txt to determine how the superseded data were derived.
 CE0610
 CE0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6254719086(NAD 83)
 CE0610_MARKER: 86 = CUPOLA
 CE0610
 CE0610  HISTORY     - Date     Condition        Report By
 CE0610  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0610  HISTORY     - 19951228 GOOD             USPSQD
 CE0610
 CE0610                          STATION DESCRIPTION
 CE0610
 CE0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0610'THE STATION, EL PASO AUSTIN SCHOOL CUPOLA, IS THE
 CE0610'BALL AT THE TOP CENTER OF A DOME SHAPED STRUCTURE GOLD IN
 CE0610'COLOR.
 CE0610'
 CE0610'THE STATION IS LOCATED ABOUT 5.6 KM (3-1/2 MI) NORTHEAST
 CE0610'FROM DOWNTOWN EL PASO NEAR THE INTERSECTION OF BYRON STREET
 CE0610'AND MEMPHIS AVENUE.
 CE0610'OWNERSHIP--EL PASO INDEPENDENT SCHOOL DISTRICT, 6531 BOEING,
 CE0610'EL PASO, TX 79925, TELEPHONE NUMBER 915-799-4014.
 CE0610
 CE0610                          STATION RECOVERY (1995)
 CE0610
 CE0610'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0582 ***********************************************************************
 CE0582  DESIGNATION -  EL PASO BASSET TOWER WEST
 CE0582  PID         -  CE0582
 CE0582  STATE/COUNTY-  TX/EL PASO
 CE0582  USGS QUAD   -  EL PASO (1997)
 CE0582
 CE0582                         *CURRENT SURVEY CONTROL
 CE0582  ___________________________________________________________________
 CE0582* NAD 83(1993)-  31 45 34.90892(N)    106 29 10.46057(W)     ADJUSTED  
 CE0582* NAVD 88     -                                                        
 CE0582  ___________________________________________________________________
 CE0582  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CE0582  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CE0582
 CE0582  HORZ ORDER  -  THIRD
 CE0582
 CE0582.The horizontal coordinates were established by classical geodetic methods
 CE0582.and adjusted by the National Geodetic Survey in February 1996..
 CE0582
 CE0582
 CE0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0582
 CE0582.The geoid height was determined by GEOID03.
 CE0582
 CE0582;                    North         East     Units Scale Factor Converg.
 CE0582;SPC TX C     - 3,248,147.666   117,396.522   MT  0.99996913   -3 10 08.8
 CE0582;SPC TX C     -10,656,631.13    385,158.42   sFT  0.99996913   -3 10 08.8
 CE0582;UTM  13      - 3,514,761.455   359,244.787   MT  0.99984435   -0 46 56.7
 CE0582
 CE0582                          SUPERSEDED SURVEY CONTROL
 CE0582
 CE0582  NAD 83(1993)-  31 45 34.90912(N)    106 29 10.45926(W) AD(       ) 4
 CE0582  NAD 83(1986)-  31 45 34.91003(N)    106 29 10.45850(W) AD(       ) 4
 CE0582  NAD 27      -  31 45 34.52000(N)    106 29 08.50800(W) AD(       ) 3
 CE0582
 CE0582.Superseded values are not recommended for survey control.
 CE0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0582.See file dsdata.txt to determine how the superseded data were derived.
 CE0582
 CE0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5924514761(NAD 83)
 CE0582_MARKER: 55 = TOWER
 CE0582
 CE0582  HISTORY     - Date     Condition        Report By
 CE0582  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0582
 CE0582                          STATION DESCRIPTION
 CE0582
 CE0582'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0583 ***********************************************************************
 CE0583  DESIGNATION -  EL PASO BASSET TOWER EAST
 CE0583  PID         -  CE0583
 CE0583  STATE/COUNTY-  TX/EL PASO
 CE0583  USGS QUAD   -  EL PASO (1997)
 CE0583
 CE0583                         *CURRENT SURVEY CONTROL
 CE0583  ___________________________________________________________________
 CE0583* NAD 83(1993)-  31 45 34.77394(N)    106 29 10.34138(W)     ADJUSTED  
 CE0583* NAVD 88     -                                                        
 CE0583  ___________________________________________________________________
 CE0583  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CE0583  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CE0583
 CE0583  HORZ ORDER  -  THIRD
 CE0583
 CE0583.The horizontal coordinates were established by classical geodetic methods
 CE0583.and adjusted by the National Geodetic Survey in February 1996..
 CE0583
 CE0583
 CE0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0583
 CE0583.The geoid height was determined by GEOID03.
 CE0583
 CE0583;                    North         East     Units Scale Factor Converg.
 CE0583;SPC TX C     - 3,248,143.342   117,399.424   MT  0.99996912   -3 10 08.7
 CE0583;SPC TX C     -10,656,616.95    385,167.94   sFT  0.99996912   -3 10 08.7
 CE0583;UTM  13      - 3,514,757.256   359,247.866   MT  0.99984434   -0 46 56.7
 CE0583
 CE0583                          SUPERSEDED SURVEY CONTROL
 CE0583
 CE0583  NAD 83(1993)-  31 45 34.77346(N)    106 29 10.34014(W) AD(       ) 4
 CE0583  NAD 83(1986)-  31 45 34.77457(N)    106 29 10.33942(W) AD(       ) 4
 CE0583  NAD 27      -  31 45 34.38200(N)    106 29 08.38800(W) AD(       ) 3
 CE0583
 CE0583.Superseded values are not recommended for survey control.
 CE0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0583.See file dsdata.txt to determine how the superseded data were derived.
 CE0583
 CE0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5924814757(NAD 83)
 CE0583_MARKER: 55 = TOWER
 CE0583
 CE0583  HISTORY     - Date     Condition        Report By
 CE0583  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0583
 CE0583                          STATION DESCRIPTION
 CE0583
 CE0583'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0549 ***********************************************************************
 CE0549  DESIGNATION -  EL PASO BIGGS FIELD WATER TANK
 CE0549  PID         -  CE0549
 CE0549  STATE/COUNTY-  TX/EL PASO
 CE0549  USGS QUAD   -  EL PASO (1997)
 CE0549
 CE0549                         *CURRENT SURVEY CONTROL
 CE0549  ___________________________________________________________________
 CE0549* NAD 83(1993)-  31 49 50.03906(N)    106 23 07.02454(W)     ADJUSTED  
 CE0549* NAVD 88     -                                                        
 CE0549  ___________________________________________________________________
 CE0549  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 CE0549  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CE0549
 CE0549  HORZ ORDER  -  THIRD
 CE0549
 CE0549.The horizontal coordinates were established by classical geodetic methods
 CE0549.and adjusted by the National Geodetic Survey in February 1996..
 CE0549
 CE0549
 CE0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0549
 CE0549.The geoid height was determined by GEOID03.
 CE0549
 CE0549;                    North         East     Units Scale Factor Converg.
 CE0549;SPC TX C     - 3,255,469.705   127,373.437   MT  0.99998625   -3 07 01.6
 CE0549;SPC TX C     -10,680,653.52    417,891.02   sFT  0.99998625   -3 07 01.6
 CE0549;UTM  13      - 3,522,491.432   368,906.708   MT  0.99981195   -0 43 50.6
 CE0549
 CE0549                          SUPERSEDED SURVEY CONTROL
 CE0549
 CE0549  NAD 83(1993)-  31 49 50.04078(N)    106 23 07.02386(W) AD(       ) 4
 CE0549  NAD 83(1986)-  31 49 50.04225(N)    106 23 07.02261(W) AD(       ) 4
 CE0549  NAD 27      -  31 49 49.65300(N)    106 23 05.07400(W) AD(       ) 3
 CE0549
 CE0549.Superseded values are not recommended for survey control.
 CE0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0549.See file dsdata.txt to determine how the superseded data were derived.
 CE0549
 CE0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6890722491(NAD 83)
 CE0549_MARKER: 53 = ELEVATED TANK
 CE0549
 CE0549  HISTORY     - Date     Condition        Report By
 CE0549  HISTORY     - 1943     FIRST OBSERVED   CGS
 CE0549  HISTORY     - 1949     GOOD             CGS
 CE0549  HISTORY     - 1967     GOOD             CGS
 CE0549  HISTORY     - 1975     GOOD             NGS
 CE0549  HISTORY     - 1980     GOOD             NGS
 CE0549
 CE0549                          STATION DESCRIPTION
 CE0549
 CE0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0549'TANK IS LOCATED NE OF EL PASO, AT BIGGS FIELD OF THE U.S.
 CE0549'ARMY.  IT IS A METAL TANK ABOUT 75 FEET HIGH, ON A STEEL
 CE0549'STRUCTURE, PAINTED WITH ORANGE AND BLACK CHECKS.  IT IS ABOUT
 CE0549'0.15 MILE S OF THE BIGGS FIELD CONTROL TOWER AND TRIANGULATION
 CE0549'STATION BIGGS.
 CE0549
 CE0549                          STATION RECOVERY (1949)
 CE0549
 CE0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 CE0549'NOT RECOVERED.  THE WATER TANK AT BIGGS FIELD IS IN THE
 CE0549'APPROXIMATE POSITION AS GIVEN IN THE DESCRIPTION BUT IS
 CE0549'COMPLETELY MADE OF WOOD, INCLUDING THE SUPPORTS.  THIS TANK
 CE0549'WAS BUILT PRIOR TO 1943.  IT IS ABOUT 133 FEET TALL, NOT 75
 CE0549'FEET.
 CE0549'
 CE0549'NOTE--THERE IS NO DOUBT THAT THIS IS THE SAME TANK BECAUSE
 CE0549'OF A MATHEMATICAL TIE TO CONTROL TOWER WHICH IS ALSO A G.P.
 CE0549
 CE0549                          STATION RECOVERY (1967)
 CE0549
 CE0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 CE0549'THIS TANK WAS BUILT IN 1942 AND IT WAS AN 8 LEGGED WOODEN
 CE0549'STRUCTURE ABOUT 75 FEET HIGH.  THE WOODEN TANK WAS TORN
 CE0549'DOWN IN 1949 AND A 6 LEGGED STEEL TANK WAS BUILT IN THE SAME
 CE0549'YEAR.  ACCORDING TO MILITARY ENGINEERS, THEY THINK THE STANDPIPE
 CE0549'IN THE CENTER WAS USED FOR BOTH TANKS.  AFTER GETTING SOLAR
 CE0549'CHECKS FROM TWO DIFFERENT GROUND STATIONS IT WAS DETERMINED BY
 CE0549'THIS PARTY THAT THE TANK HAS BEEN CHANGED TO A MORE SOUTHERLY
 CE0549'LOCATION THAN THE PREVIOUS WOODEN TANK, SO THESE TANKS DO
 CE0549'NOT HAVE THE SAME POSITION AS WAS PREVIOUSLY STATED IN THE
 CE0549'1949 RECOVERY NOTE.  THE TANK IS LOCATED IN THE CENTER OF THE
 CE0549'BIGGS FIELD MILITARY BUILDING AREA.  IT IS 326.0 FEET EAST OF
 CE0549'BIGGS STREET.  161.0 FEET NORTH OF FOURTH STREET.  THE
 CE0549'NUMBER 490 IS STAMPED ON THE NORTHWEST AND SOUTHEAST LEGS
 CE0549'AND THE TANK IS ABOUT 150 FEET ABOVE THE GROUND WITH A
 CE0549'BEACON OF SOME SORT MOUNTED ON THE TOP AND CENTER OF THE
 CE0549'TANK.  THE TANK IS PAINTED IN RED AND WHITE ALTERNATED
 CE0549'SECTIONS AND THE TOP OF THE TANK IS PAINTED IN RED AND
 CE0549'WHITE CHECKS.
 CE0549
 CE0549                          STATION RECOVERY (1975)
 CE0549
 CE0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 CE0549'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 CE0549'BY E. PURSEL, JR., 1967, RECOVERY
 CE0549'NOTE, TRIANGULATION STATION.  (NEW LOCATION, 1967)
 CE0549'
 CE0549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EL PASO
 CE0549
 CE0549                          STATION RECOVERY (1980)
 CE0549
 CE0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0549'THE STATION WAS RECOVERED AS DESCRIBED.
 CE0549'THE STATION, EL PASO BIGGS FIELD WATER TANK, IS THE
 CE0549'BEACON AT THE TOP CENTER OF A CYLINDRICAL BODY, DOME
 CE0549'SHAPED, HEMISPHERICAL BOTTOM ELEVATED WATER TANK.  IT
 CE0549'IS 45.7 METERS TALL, WHITE IN COLOR AND SUPPORTED BY
 CE0549'SIX TUBULAR LEGS.
 CE0549'
 CE0549'THE STATION IS LOCATED ABOUT 12.8 KM (8 MI) NORTHEAST OF
 CE0549'EL PASO, 106.7 METERS (350 FEET) NORTHEAST OF THE
 CE0549'INTERSECTION OF BIGGS AND FOURTH STREETS, AT BIGGS FIELD,
 CE0549'STRUCTURE NUMBER 11262.
 CE0549'OWNERSHIP--US DEPARTMENT OF THE ARMY, FORT BLISS, TX 79908,
 CE0549'TELEPHONE NUMBER 915-568-2121.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0587 ***********************************************************************
 CE0587  DESIGNATION -  EL PASO BIGGS FIELD E TANK
 CE0587  PID         -  CE0587
 CE0587  STATE/COUNTY-  TX/EL PASO
 CE0587  USGS QUAD   -  EL PASO (1997)
 CE0587
 CE0587                         *CURRENT SURVEY CONTROL
 CE0587  ___________________________________________________________________
 CE0587* NAD 83(1993)-  31 49 53.63542(N)    106 22 46.42369(W)     ADJUSTED  
 CE0587* NAVD 88     -                                                        
 CE0587  ___________________________________________________________________
 CE0587  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CE0587  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CE0587
 CE0587  HORZ ORDER  -  THIRD
 CE0587
 CE0587.The horizontal coordinates were established by classical geodetic methods
 CE0587.and adjusted by the National Geodetic Survey in February 1996..
 CE0587
 CE0587
 CE0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0587
 CE0587.The geoid height was determined by GEOID03.
 CE0587
 CE0587;                    North         East     Units Scale Factor Converg.
 CE0587;SPC TX C     - 3,255,550.869   127,920.371   MT  0.99998650   -3 06 51.0
 CE0587;SPC TX C     -10,680,919.81    419,685.42   sFT  0.99998650   -3 06 51.0
 CE0587;UTM  13      - 3,522,595.281   369,449.694   MT  0.99981020   -0 43 39.8
 CE0587
 CE0587                          SUPERSEDED SURVEY CONTROL
 CE0587
 CE0587  NAD 83(1993)-  31 49 53.63712(N)    106 22 46.42309(W) AD(       ) 4
 CE0587  NAD 83(1986)-  31 49 53.63857(N)    106 22 46.42173(W) AD(       ) 4
 CE0587  NAD 27      -  31 49 53.25054(N)    106 22 44.47616(W) AD(       ) 3
 CE0587
 CE0587.Superseded values are not recommended for survey control.
 CE0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0587.See file dsdata.txt to determine how the superseded data were derived.
 CE0587
 CE0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6945022595(NAD 83)
 CE0587_MARKER: 53 = ELEVATED TANK
 CE0587
 CE0587  HISTORY     - Date     Condition        Report By
 CE0587  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0587
 CE0587                          STATION DESCRIPTION
 CE0587
 CE0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0587'THE STATION, EL PASO BIGGS FIELD EAST WATER TANK, IS THE APEX
 CE0587'OF VENT ATOP A CYLINDRICAL BODY, DOME SHAPED TOP,
 CE0587'HEMISPHERICAL BOTTOM, WHITE COLORED WATER TANK WHICH IS
 CE0587'SUPPORTED BY FIVE TUBULAR LEGS AND IS 38 METERS IN HEIGHT.
 CE0587'
 CE0587'THE STATION IS LOCATED ON THE FORT BLISS MILITARY
 CE0587'RESERVATION.
 CE0587'OWNERSHIP--UNITED STATES ARMY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0562 ***********************************************************************
 CE0562  DESIGNATION -  EL PASO CHURCH SPIRE CROSS
 CE0562  PID         -  CE0562
 CE0562  STATE/COUNTY-  TX/EL PASO
 CE0562  USGS QUAD   -  EL PASO (1997)
 CE0562
 CE0562                         *CURRENT SURVEY CONTROL
 CE0562  ___________________________________________________________________
 CE0562* NAD 83(1993)-  31 46 28.66888(N)    106 27 31.27392(W)     ADJUSTED  
 CE0562* NAVD 88     -                                                        
 CE0562  ___________________________________________________________________
 CE0562  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 CE0562  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CE0562
 CE0562  HORZ ORDER  -  THIRD
 CE0562
 CE0562.The horizontal coordinates were established by classical geodetic methods
 CE0562.and adjusted by the National Geodetic Survey in February 1996..
 CE0562
 CE0562
 CE0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0562
 CE0562.The geoid height was determined by GEOID03.
 CE0562
 CE0562;                    North         East     Units Scale Factor Converg.
 CE0562;SPC TX C     - 3,249,656.981   120,093.824   MT  0.99997261   -3 09 17.7
 CE0562;SPC TX C     -10,661,582.95    394,007.82   sFT  0.99997261   -3 09 17.7
 CE0562;UTM  13      - 3,516,381.574   361,876.551   MT  0.99983529   -0 46 05.7
 CE0562
 CE0562                          SUPERSEDED SURVEY CONTROL
 CE0562
 CE0562  NAD 83(1993)-  31 46 28.66937(N)    106 27 31.27308(W) AD(       ) 4
 CE0562  NAD 83(1986)-  31 46 28.67055(N)    106 27 31.27201(W) AD(       ) 4
 CE0562  NAD 27      -  31 46 28.28200(N)    106 27 29.32100(W) AD(       ) 3
 CE0562
 CE0562.Superseded values are not recommended for survey control.
 CE0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0562.See file dsdata.txt to determine how the superseded data were derived.
 CE0562
 CE0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6187716382(NAD 83)
 CE0562_MARKER: 91 = CHURCH CROSS
 CE0562
 CE0562  HISTORY     - Date     Condition        Report By
 CE0562  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0562
 CE0562                          STATION DESCRIPTION
 CE0562
 CE0562'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0545 ***********************************************************************
 CE0545  DESIGNATION -  EL PASO CITY HALL CUPOLA TO E
 CE0545  PID         -  CE0545
 CE0545  STATE/COUNTY-  TX/EL PASO
 CE0545  USGS QUAD   -  EL PASO (1997)
 CE0545
 CE0545                         *CURRENT SURVEY CONTROL
 CE0545  ___________________________________________________________________
 CE0545* NAD 83(1993)-  31 45 34.92479(N)    106 29 01.47118(W)     ADJUSTED  
 CE0545* NAVD 88     -                                                        
 CE0545  ___________________________________________________________________
 CE0545  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 CE0545  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0545
 CE0545  HORZ ORDER  -  THIRD
 CE0545
 CE0545.The horizontal coordinates were established by classical geodetic methods
 CE0545.and adjusted by the National Geodetic Survey in February 1996..
 CE0545
 CE0545
 CE0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0545
 CE0545.The geoid height was determined by GEOID03.
 CE0545
 CE0545;                    North         East     Units Scale Factor Converg.
 CE0545;SPC TX C     - 3,248,135.079   117,632.748   MT  0.99996913   -3 10 04.2
 CE0545;SPC TX C     -10,656,589.84    385,933.44   sFT  0.99996913   -3 10 04.2
 CE0545;UTM  13      - 3,514,758.717   359,481.303   MT  0.99984353   -0 46 52.0
 CE0545
 CE0545                          SUPERSEDED SURVEY CONTROL
 CE0545
 CE0545  NAD 83(1993)-  31 45 34.92602(N)    106 29 01.47006(W) AD(       ) 4
 CE0545  NAD 83(1986)-  31 45 34.92600(N)    106 29 01.46894(W) AD(       ) 4
 CE0545  NAD 27      -  31 45 34.54000(N)    106 28 59.52000(W) AD(       ) 3
 CE0545
 CE0545.Superseded values are not recommended for survey control.
 CE0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0545.See file dsdata.txt to determine how the superseded data were derived.
 CE0545
 CE0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5948114759(NAD 83)
 CE0545_MARKER: 86 = CUPOLA
 CE0545
 CE0545  HISTORY     - Date     Condition        Report By
 CE0545  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0545
 CE0545                          STATION DESCRIPTION
 CE0545
 CE0545'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0557 ***********************************************************************
 CE0557  DESIGNATION -  EL PASO CITY HALL FLAGSTAFF
 CE0557  PID         -  CE0557
 CE0557  STATE/COUNTY-  TX/EL PASO
 CE0557  USGS QUAD   -  EL PASO (1997)
 CE0557
 CE0557                         *CURRENT SURVEY CONTROL
 CE0557  ___________________________________________________________________
 CE0557* NAD 83(1993)-  31 45 22.79907(N)    106 29 23.38062(W)     ADJUSTED  
 CE0557* NAVD 88     -                                                        
 CE0557  ___________________________________________________________________
 CE0557  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 CE0557  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CE0557
 CE0557  HORZ ORDER  -  THIRD
 CE0557
 CE0557.The horizontal coordinates were established by classical geodetic methods
 CE0557.and adjusted by the National Geodetic Survey in February 1996..
 CE0557
 CE0557
 CE0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0557
 CE0557.The geoid height was determined by GEOID03.
 CE0557
 CE0557;                    North         East     Units Scale Factor Converg.
 CE0557;SPC TX C     - 3,247,794.058   117,036.413   MT  0.99996835   -3 10 15.4
 CE0557;SPC TX C     -10,655,471.01    383,976.96   sFT  0.99996835   -3 10 15.4
 CE0557;UTM  13      - 3,514,393.204   358,899.759   MT  0.99984555   -0 47 03.3
 CE0557
 CE0557                          SUPERSEDED SURVEY CONTROL
 CE0557
 CE0557  NAD 83(1993)-  31 45 22.79923(N)    106 29 23.38011(W) AD(       ) 4
 CE0557  NAD 83(1986)-  31 45 22.80126(N)    106 29 23.37917(W) AD(       ) 4
 CE0557  NAD 27      -  31 45 22.33000(N)    106 29 21.36000(W) AD(       ) 3
 CE0557
 CE0557.Superseded values are not recommended for survey control.
 CE0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0557.See file dsdata.txt to determine how the superseded data were derived.
 CE0557
 CE0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5890014393(NAD 83)
 CE0557_MARKER: 83 = FLAGSTAFF
 CE0557
 CE0557  HISTORY     - Date     Condition        Report By
 CE0557  HISTORY     - 1892     FIRST OBSERVED   CGS
 CE0557
 CE0557                          STATION DESCRIPTION
 CE0557
 CE0557'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0558 ***********************************************************************
 CE0558  DESIGNATION -  EL PASO CITY HALL FLAGPOLE
 CE0558  PID         -  CE0558
 CE0558  STATE/COUNTY-  TX/EL PASO
 CE0558  USGS QUAD   -  EL PASO (1997)
 CE0558
 CE0558                         *CURRENT SURVEY CONTROL
 CE0558  ___________________________________________________________________
 CE0558* NAD 83(1993)-  31 45 32.32864(N)    106 29 05.12506(W)     ADJUSTED  
 CE0558* NAVD 88     -                                                        
 CE0558  ___________________________________________________________________
 CE0558  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 CE0558  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0558
 CE0558  HORZ ORDER  -  THIRD
 CE0558
 CE0558.The horizontal coordinates were established by classical geodetic methods
 CE0558.and adjusted by the National Geodetic Survey in February 1996..
 CE0558
 CE0558
 CE0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0558
 CE0558.The geoid height was determined by GEOID03.
 CE0558
 CE0558;                    North         East     Units Scale Factor Converg.
 CE0558;SPC TX C     - 3,248,060.554   117,532.322   MT  0.99996896   -3 10 06.0
 CE0558;SPC TX C     -10,656,345.33    385,603.96   sFT  0.99996896   -3 10 06.0
 CE0558;UTM  13      - 3,514,680.084   359,384.079   MT  0.99984386   -0 46 53.9
 CE0558
 CE0558                          SUPERSEDED SURVEY CONTROL
 CE0558
 CE0558  NAD 83(1993)-  31 45 32.32988(N)    106 29 05.12393(W) AD(       ) 4
 CE0558  NAD 83(1986)-  31 45 32.32965(N)    106 29 05.12285(W) AD(       ) 4
 CE0558  NAD 27      -  31 45 31.90800(N)    106 29 03.16200(W) AD(       ) 3
 CE0558
 CE0558.Superseded values are not recommended for survey control.
 CE0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0558.See file dsdata.txt to determine how the superseded data were derived.
 CE0558
 CE0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5938414680(NAD 83)
 CE0558_MARKER: 62 = FLAGPOLE
 CE0558
 CE0558  HISTORY     - Date     Condition        Report By
 CE0558  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0558
 CE0558                          STATION DESCRIPTION
 CE0558
 CE0558'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0551 ***********************************************************************
 CE0551  DESIGNATION -  EL PASO COURTHOUSE DOME CENTER
 CE0551  PID         -  CE0551
 CE0551  STATE/COUNTY-  TX/EL PASO
 CE0551  USGS QUAD   -  EL PASO (1997)
 CE0551
 CE0551                         *CURRENT SURVEY CONTROL
 CE0551  ___________________________________________________________________
 CE0551* NAD 83(1993)-  31 45 30.26566(N)    106 29 03.17141(W)     ADJUSTED  
 CE0551* NAVD 88     -                                                        
 CE0551  ___________________________________________________________________
 CE0551  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 CE0551  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0551
 CE0551  HORZ ORDER  -  THIRD
 CE0551
 CE0551.The horizontal coordinates were established by classical geodetic methods
 CE0551.and adjusted by the National Geodetic Survey in February 1996..
 CE0551
 CE0551
 CE0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0551
 CE0551.The geoid height was determined by GEOID03.
 CE0551
 CE0551;                    North         East     Units Scale Factor Converg.
 CE0551;SPC TX C     - 3,247,994.271   117,580.143   MT  0.99996883   -3 10 05.0
 CE0551;SPC TX C     -10,656,127.87    385,760.85   sFT  0.99996883   -3 10 05.0
 CE0551;UTM  13      - 3,514,615.858   359,434.613   MT  0.99984369   -0 46 52.8
 CE0551
 CE0551                          SUPERSEDED SURVEY CONTROL
 CE0551
 CE0551  NAD 83(1993)-  31 45 30.26562(N)    106 29 03.17138(W) AD(       ) 4
 CE0551  NAD 83(1986)-  31 45 30.26753(N)    106 29 03.17102(W) AD(       ) 4
 CE0551  NAD 27      -  31 45 29.87100(N)    106 29 01.21900(W) AD(       ) 3
 CE0551
 CE0551.Superseded values are not recommended for survey control.
 CE0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0551.See file dsdata.txt to determine how the superseded data were derived.
 CE0551
 CE0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5943514616(NAD 83)
 CE0551_MARKER: 87 = DOME
 CE0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0551+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CE0551
 CE0551  HISTORY     - Date     Condition        Report By
 CE0551  HISTORY     - 1893     FIRST OBSERVED   CGS
 CE0551  HISTORY     - 20050401 GOOD             USPSQD
 CE0551
 CE0551                          STATION DESCRIPTION
 CE0551
 CE0551'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0541 ***********************************************************************
 CE0541  DESIGNATION -  EL PASO EASTWOOD MUN TANK
 CE0541  PID         -  CE0541
 CE0541  STATE/COUNTY-  TX/EL PASO
 CE0541  USGS QUAD   -  FORT BLISS SE (1994)
 CE0541
 CE0541                         *CURRENT SURVEY CONTROL
 CE0541  ___________________________________________________________________
 CE0541* NAD 83(1993)-  31 46 15.68179(N)    106 21 42.24051(W)     ADJUSTED  
 CE0541* NAVD 88     -                                                        
 CE0541  ___________________________________________________________________
 CE0541  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 CE0541  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0541
 CE0541  HORZ ORDER  -  THIRD
 CE0541
 CE0541.The horizontal coordinates were established by classical geodetic methods
 CE0541.and adjusted by the National Geodetic Survey in February 1996..
 CE0541
 CE0541
 CE0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0541
 CE0541.The geoid height was determined by GEOID03.
 CE0541
 CE0541;                    North         East     Units Scale Factor Converg.
 CE0541;SPC TX C     - 3,248,756.138   129,242.006   MT  0.99997176   -3 06 17.9
 CE0541;SPC TX C     -10,658,627.43    424,021.48   sFT  0.99997176   -3 06 17.9
 CE0541;UTM  13      - 3,515,862.650   371,052.921   MT  0.99980507   -0 43 01.5
 CE0541
 CE0541                          SUPERSEDED SURVEY CONTROL
 CE0541
 CE0541  NAD 83(1993)-  31 46 15.68415(N)    106 21 42.23878(W) AD(       ) 4
 CE0541  NAD 83(1986)-  31 46 15.68519(N)    106 21 42.23876(W) AD(       ) 4
 CE0541  NAD 27      -  31 46 15.29163(N)    106 21 40.29677(W) AD(       ) 3
 CE0541
 CE0541.Superseded values are not recommended for survey control.
 CE0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0541.See file dsdata.txt to determine how the superseded data were derived.
 CE0541
 CE0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7105315863(NAD 83)
 CE0541_MARKER: 53 = ELEVATED TANK
 CE0541
 CE0541  HISTORY     - Date     Condition        Report By
 CE0541  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0541
 CE0541                          STATION DESCRIPTION
 CE0541
 CE0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0541'THE STATION, EL PASO EASTWOOD MUNICIPAL TANK, IS THE APEX
 CE0541'OF VENT OF A DOME SHAPED TOP, CONCAVE BOTTOM, 16
 CE0541'TUBULAR LEGGED ELEVATED WATER TANK.  IT IS LIGHT BLUE IN
 CE0541'COLOR AND 45.7 METERS IN HEIGHT.
 CE0541'
 CE0541'THE STATION IS LOCATED ABOUT 12 KM (7-1/2 MI) EAST OF
 CE0541'EL PASO, 137 METERS (450 FEET) SOUTH OF THE INTERSECTION
 CE0541'OF DAUGHERTY AND EAST BACKUS STREETS.
 CE0541'OWNERSHIP--EL PASO COUNTY WATER AUTHORITY, 1500 HORIZON,
 CE0541'EL PASO, TX 79927, TELEPHONE NUMBER 915-832-3917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0536 ***********************************************************************
 CE0536  DESIGNATION -  EL PASO ELECTRIC MICROWAVE
 CE0536  PID         -  CE0536
 CE0536  STATE/COUNTY-  TX/EL PASO
 CE0536  USGS QUAD   -  FORT BLISS SE (1994)
 CE0536
 CE0536                         *CURRENT SURVEY CONTROL
 CE0536  ___________________________________________________________________
 CE0536* NAD 83(1993)-  31 46 36.09394(N)    106 18 47.90091(W)     ADJUSTED  
 CE0536* NAVD 88     -                                                        
 CE0536  ___________________________________________________________________
 CE0536  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 CE0536  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CE0536
 CE0536  HORZ ORDER  -  THIRD
 CE0536
 CE0536.The horizontal coordinates were established by classical geodetic methods
 CE0536.and adjusted by the National Geodetic Survey in February 1996..
 CE0536
 CE0536
 CE0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0536
 CE0536.The geoid height was determined by GEOID03.
 CE0536
 CE0536;                    North         East     Units Scale Factor Converg.
 CE0536;SPC TX C     - 3,249,136.447   133,856.395   MT  0.99997309   -3 04 48.1
 CE0536;SPC TX C     -10,659,875.16    439,160.52   sFT  0.99997309   -3 04 48.1
 CE0536;UTM  13      - 3,516,434.803   375,646.653   MT  0.99979072   -0 41 30.1
 CE0536
 CE0536                          SUPERSEDED SURVEY CONTROL
 CE0536
 CE0536  NAD 83(1993)-  31 46 36.09684(N)    106 18 47.89920(W) AD(       ) 4
 CE0536  NAD 83(1986)-  31 46 36.09776(N)    106 18 47.89949(W) AD(       ) 4
 CE0536  NAD 27      -  31 46 35.70594(N)    106 18 45.96032(W) AD(       ) 3
 CE0536
 CE0536.Superseded values are not recommended for survey control.
 CE0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0536.See file dsdata.txt to determine how the superseded data were derived.
 CE0536
 CE0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7564716435(NAD 83)
 CE0536_MARKER: 45 = MICROWAVE TOWER
 CE0536
 CE0536  HISTORY     - Date     Condition        Report By
 CE0536  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0536
 CE0536                          STATION DESCRIPTION
 CE0536
 CE0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0536'THE STATION, EL PASO ELECTRIC MICROWAVE WAQ 710, IS THE
 CE0536'RED LIGHT, NOT CENTER, ON A SKELETON STEEL TOWER GRAY IN
 CE0536'COLOR SUPPORTED BY THREE LEGS AND 33.5 METERS IN HEIGHT.
 CE0536'OWNERSHIP--EL PASO ELECTRIC COMPANY.
 CE0536'
 CE0536'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI) EAST OF
 CE0536'DOWNTOWN EL PASO, 0.2 KM (0.1 MI) NORTHEAST OF SAM SNEAD
 CE0536'DRIVE AND 27.4 METERS NORTHWEST OF EAST GLEN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0585 ***********************************************************************
 CE0585  DESIGNATION -  EL PASO FEDERAL BLDG TOWER CEN
 CE0585  PID         -  CE0585
 CE0585  STATE/COUNTY-  TX/EL PASO
 CE0585  USGS QUAD   -  EL PASO (1997)
 CE0585
 CE0585                         *CURRENT SURVEY CONTROL
 CE0585  ___________________________________________________________________
 CE0585* NAD 83(1993)-  31 45 32.41366(N)    106 29 17.53428(W)     ADJUSTED  
 CE0585* NAVD 88     -      1160.     (meters)    3806.     (feet)  SCALED    
 CE0585  ___________________________________________________________________
 CE0585  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CE0585  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CE0585
 CE0585  HORZ ORDER  -  SECOND
 CE0585
 CE0585.The horizontal coordinates were established by classical geodetic methods
 CE0585.and adjusted by the National Geodetic Survey in February 1996..
 CE0585
 CE0585.The orthometric height was scaled from a topographic map.
 CE0585
 CE0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0585
 CE0585.The geoid height was determined by GEOID03.
 CE0585
 CE0585;                    North         East     Units Scale Factor Converg.
 CE0585;SPC TX C     - 3,248,081.223   117,206.408   MT  0.99996897   -3 10 12.4
 CE0585;SPC TX C     -10,656,413.15    384,534.69   sFT  0.99996897   -3 10 12.4
 CE0585;UTM  13      - 3,514,687.162   359,057.629   MT  0.99984500   -0 47 00.4
 CE0585
 CE0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0585!SPC TX C     -   0.99982159  x   0.99996897  =   0.99979056
 CE0585!UTM  13      -   0.99982159  x   0.99984500  =   0.99966661
 CE0585
 CE0585:                Primary Azimuth Mark                     Grid Az
 CE0585:SPC TX C     -  JUAREZ CATHEDRAL CROSS ON TOP            180 01 41.1
 CE0585:UTM  13      -  JUAREZ CATHEDRAL CROSS ON TOP            177 38 29.1
 CE0585
 CE0585|---------------------------------------------------------------------|
 CE0585| PID    Reference Object                     Distance      Geod. Az  |
 CE0585|                                                           dddmmss.s |
 CE0585| CE0514 JUAREZ CATHEDRAL CROSS ON TOP       APPROX. 2.3 KM 1765128.7 |
 CE0585| CE0581 EL PASO FEDERAL BUILDING FLAG         2.465 METERS 27934     |
 CE0585|---------------------------------------------------------------------|
 CE0585
 CE0585                          SUPERSEDED SURVEY CONTROL
 CE0585
 CE0585  NAD 83(1993)-  31 45 32.41358(N)    106 29 17.53389(W) AD(       ) 2
 CE0585  NAD 83(1986)-  31 45 32.41596(N)    106 29 17.53409(W) AD(       ) 2
 CE0585  NAD 27      -  31 45 32.01800(N)    106 29 15.57700(W) AD(       ) 2
 CE0585
 CE0585.Superseded values are not recommended for survey control.
 CE0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0585.See file dsdata.txt to determine how the superseded data were derived.
 CE0585
 CE0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5905814687(NAD 83)
 CE0585_MARKER: 55 = TOWER
 CE0585
 CE0585  HISTORY     - Date     Condition        Report By
 CE0585  HISTORY     - 1909     FIRST OBSERVED   CGS
 CE0585  HISTORY     - 1911     GOOD             CGS
 CE0585  HISTORY     - 1954     GOOD             AMS
 CE0585
 CE0585                          STATION DESCRIPTION
 CE0585
 CE0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 CE0585'CENTER OF TOWER OF FEDERAL BUILDING IN EL PASO.
 CE0585
 CE0585                          STATION RECOVERY (1954)
 CE0585
 CE0585'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0585'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH
 CE0585'THE FOLLOWING ADDITIONS AND CHANGES TO THE ORIGINAL DESCRIPTION--
 CE0585'
 CE0585'THE STATION IS A CIRCULAR GOLD-COLORED DOME AT THE TOP CENTRAL
 CE0585'PART OF THE BUILDING.  THE EL PASO FEDERAL BUILDING IS NOW
 CE0585'KNOWN AS THE KRESS BUILDING.  THE KRESS BUILDING IS E (JUST
 CE0585'ACROSS THE STREET) FROM HILTON HOTEL.
 CE0585'
 CE0585'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0581 ***********************************************************************
 CE0581  DESIGNATION -  EL PASO FEDERAL BUILDING FLAG
 CE0581  PID         -  CE0581
 CE0581  STATE/COUNTY-  TX/EL PASO
 CE0581  USGS QUAD   -  EL PASO (1997)
 CE0581
 CE0581                         *CURRENT SURVEY CONTROL
 CE0581  ___________________________________________________________________
 CE0581* NAD 83(1993)-  31 45 32.42695(N)    106 29 17.62664(W)     ADJUSTED  
 CE0581* NAVD 88     -      1160.     (meters)    3806.     (feet)  SCALED    
 CE0581  ___________________________________________________________________
 CE0581  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CE0581  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CE0581
 CE0581  HORZ ORDER  -  SECOND
 CE0581
 CE0581.The horizontal coordinates were established by classical geodetic methods
 CE0581.and adjusted by the National Geodetic Survey in February 1996..
 CE0581
 CE0581.The orthometric height was scaled from a topographic map.
 CE0581
 CE0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0581
 CE0581.The geoid height was determined by GEOID03.
 CE0581
 CE0581;                    North         East     Units Scale Factor Converg.
 CE0581;SPC TX C     - 3,248,081.766   117,204.004   MT  0.99996897   -3 10 12.5
 CE0581;SPC TX C     -10,656,414.93    384,526.80   sFT  0.99996897   -3 10 12.5
 CE0581;UTM  13      - 3,514,687.604   359,055.204   MT  0.99984501   -0 47 00.4
 CE0581
 CE0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0581!SPC TX C     -   0.99982159  x   0.99996897  =   0.99979056
 CE0581!UTM  13      -   0.99982159  x   0.99984501  =   0.99966662
 CE0581
 CE0581|---------------------------------------------------------------------|
 CE0581| PID    Reference Object                     Distance      Geod. Az  |
 CE0581|                                                           dddmmss.s |
 CE0581| CE0551 EL PASO COURTHOUSE DOME CENTER      386.193 METERS 09955     |
 CE0581| CE0513 JUAREZ BELL TOWER                   APPROX. 2.3 KM 1760731.0 |
 CE0581| CE0514 JUAREZ CATHEDRAL CROSS ON TOP       APPROX. 2.3 KM 1764750.9 |
 CE0581|---------------------------------------------------------------------|
 CE0581
 CE0581                          SUPERSEDED SURVEY CONTROL
 CE0581
 CE0581  NAD 83(1993)-  31 45 32.42687(N)    106 29 17.62626(W) AD(       ) 2
 CE0581  NAD 83(1986)-  31 45 32.42923(N)    106 29 17.62633(W) AD(       ) 2
 CE0581  NAD 27      -  31 45 32.03100(N)    106 29 15.66900(W) AD(       ) 2
 CE0581
 CE0581.Superseded values are not recommended for survey control.
 CE0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0581.See file dsdata.txt to determine how the superseded data were derived.
 CE0581
 CE0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5905514688(NAD 83)
 CE0581_MARKER: 83 = FLAGSTAFF
 CE0581
 CE0581  HISTORY     - Date     Condition        Report By
 CE0581  HISTORY     - 1909     FIRST OBSERVED   CGS
 CE0581
 CE0581                          STATION DESCRIPTION
 CE0581
 CE0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CE0581'FLAGSTAFF ON FEDERAL BUILDING IN EL PASO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0578 ***********************************************************************
 CE0578  DESIGNATION -  EL PASO FORT BLISS OLD SECTION TANK
 CE0578  PID         -  CE0578
 CE0578  STATE/COUNTY-  TX/EL PASO
 CE0578  USGS QUAD   -  EL PASO (1997)
 CE0578
 CE0578                         *CURRENT SURVEY CONTROL
 CE0578  ___________________________________________________________________
 CE0578* NAD 83(1993)-  31 48 35.28811(N)    106 26 04.65569(W)     ADJUSTED  
 CE0578* NAVD 88     -                                                        
 CE0578  ___________________________________________________________________
 CE0578  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 CE0578  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0578
 CE0578  HORZ ORDER  -  THIRD
 CE0578
 CE0578.The horizontal coordinates were established by classical geodetic methods
 CE0578.and adjusted by the National Geodetic Survey in February 1996..
 CE0578
 CE0578
 CE0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0578
 CE0578.The geoid height was determined by GEOID03.
 CE0578
 CE0578;                    North         East     Units Scale Factor Converg.
 CE0578;SPC TX C     - 3,253,425.828   122,583.220   MT  0.99998108   -3 08 33.1
 CE0578;SPC TX C     -10,673,947.90    402,175.11   sFT  0.99998108   -3 08 33.1
 CE0578;UTM  13      - 3,520,250.245   364,206.517   MT  0.99982742   -0 45 22.7
 CE0578
 CE0578                          SUPERSEDED SURVEY CONTROL
 CE0578
 CE0578  NAD 83(1993)-  31 48 35.28921(N)    106 26 04.65520(W) AD(       ) 4
 CE0578  NAD 83(1986)-  31 48 35.29066(N)    106 26 04.65392(W) AD(       ) 4
 CE0578  NAD 27      -  31 48 34.90200(N)    106 26 02.70300(W) AD(       ) 3
 CE0578
 CE0578.Superseded values are not recommended for survey control.
 CE0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0578.See file dsdata.txt to determine how the superseded data were derived.
 CE0578
 CE0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6420720250(NAD 83)
 CE0578_MARKER: 51 = TANK
 CE0578
 CE0578  HISTORY     - Date     Condition        Report By
 CE0578  HISTORY     - 1943     FIRST OBSERVED   CGS
 CE0578  HISTORY     - 1954     GOOD             AMS
 CE0578  HISTORY     - 1967     GOOD             CGS
 CE0578  HISTORY     - 1980     GOOD             NGS
 CE0578
 CE0578                          STATION DESCRIPTION
 CE0578
 CE0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0578'THIS IS THE SMALLER AND MORE N OF TWO TALL, RED AND BLACK CHECKERED
 CE0578'WATER TANKS, STANDING ABOUT 1/4 MILE E OF U.S. HIGHWAY 54,
 CE0578'AT THE CENTRAL PART OF THE FORT BLISS AREA.  IT IS AT THE
 CE0578'OLD SECTION OF THE FORT, AMONG THE OLD RED BRICK BUILDINGS,
 CE0578'AS COMPARED WITH THE NEWER SECTION OF BUILDINGS TO THE S.
 CE0578'THIS OLD AREA IS THE POST AREA.
 CE0578'
 CE0578'THE TANK IS IN A WIRE-ENCLOSED STOCKADE, ABOUT 100 YARDS N
 CE0578'OF CHAFFEE STREET, 50 YARDS E OF SLATER STREET, AND ABOUT 50
 CE0578'YARDS N OF THE NON-COMMISSIONED OFFICERS CLUB, A RED BRICK
 CE0578'BUILDING.
 CE0578'
 CE0578'A METAL TANK ON A STEEL TOWER, ABOUT 100 FEET HIGH, AND THE
 CE0578'ENTIRE STRUCTURE IS PAINTED WITH RED AND BLACK CHECKS.
 CE0578
 CE0578                          STATION RECOVERY (1954)
 CE0578
 CE0578'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0578'THE WATER TANK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH
 CE0578'THE FOLLOWING ADDITIONS AND CHANGES TO THE ORIGINAL DESCRIPTION--
 CE0578'
 CE0578'THE TANK IS NOW PAINTED RED AND WHITE, AND THE N.C.O. CLUB IS
 CE0578'NOW THE POST LIBRARY.  THE TANK IS LOCATED E OF SLATER STREET,
 CE0578'AND N OF CHAFFEE STREET.  THE CENTER OF THE TANK IS 149 FT.
 CE0578'W OF THE N-S STREET, 370 FT. NW OF THE STREET INTERSECTION,
 CE0578'144 FT. E OF SLATER STREET, AND 158 FT. N OF THE N EDGE OF
 CE0578'THE LIBRARY.
 CE0578
 CE0578                          STATION RECOVERY (1967)
 CE0578
 CE0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 CE0578'THIS STATION WAS RECOVERED AS DESCRIBED, WITH THE EXCEPTION
 CE0578'THAT THE TANK IS NOW RED AND WHITE CHECKED INSTEAD OF RED AND
 CE0578'BLACK.
 CE0578
 CE0578                          STATION RECOVERY (1980)
 CE0578
 CE0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0578'THE STATION WAS RECOVERED AS DESCRIBED.
 CE0578'THE STATION, EL PASO FORT BLISS OLD SECTION WATER TANK,
 CE0578'IS THE BALL TOP CENTER OF A CYLINDRICAL BODY, CONICAL
 CE0578'SHAPED TOP, HEMISPHERICAL ELEVATED WATER TANK.  IT IS
 CE0578'SUPPORTED BY FOUR I-BEAM LEGS, RED AND WHITE IN COLOR
 CE0578'AND 24.4 METERS IN HEIGHT.
 CE0578'
 CE0578'THE STATION IS LOCATED ABOUT 112.8 METERS (370 FEET) NORTHWEST
 CE0578'OF CHAFFEE AND SLATER STREETS IN THE OLD SECTION OF FORT
 CE0578'BLISS.
 CE0578'OWNERSHIP--U.S. DEPARTMENT OF THE ARMY, FORT BLISS, TX 79916,
 CE0578'TELEPHONE NUMBER 915-568-2121.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0989 ***********************************************************************
 CT0989  DESIGNATION -  EL PASO FORT WORTH AWY BCN 48
 CT0989  PID         -  CT0989
 CT0989  STATE/COUNTY-  TX/PALO PINTO
 CT0989  USGS QUAD   -  LONE CAMP (1984)
 CT0989
 CT0989                         *CURRENT SURVEY CONTROL
 CT0989  ___________________________________________________________________
 CT0989* NAD 83(1993)-  32 43 36.21635(N)    098 16 26.09410(W)     ADJUSTED  
 CT0989* NAVD 88     -                                                        
 CT0989  ___________________________________________________________________
 CT0989  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CT0989  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CT0989
 CT0989  HORZ ORDER  -  THIRD
 CT0989
 CT0989.The horizontal coordinates were established by classical geodetic methods
 CT0989.and adjusted by the National Geodetic Survey in February 1996..
 CT0989
 CT0989
 CT0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0989
 CT0989.The geoid height was determined by GEOID03.
 CT0989
 CT0989;                    North         East     Units Scale Factor Converg.
 CT0989;SPC TXNC     - 2,117,572.815   621,190.883   MT  0.99988860   +0 07 23.9
 CT0989;SPC TXNC     - 6,947,403.48  2,038,023.76   sFT  0.99988860   +0 07 23.9
 CT0989;UTM  14      - 3,621,225.585   568,036.918   MT  0.99965708   +0 23 33.2
 CT0989
 CT0989                          SUPERSEDED SURVEY CONTROL
 CT0989
 CT0989  NAD 83(1986)-  32 43 36.21748(N)    098 16 26.07832(W) AD(       ) 4
 CT0989  NAD 27      -  32 43 35.71000(N)    098 16 25.01000(W) AD(       ) 3
 CT0989
 CT0989.Superseded values are not recommended for survey control.
 CT0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0989.See file dsdata.txt to determine how the superseded data were derived.
 CT0989
 CT0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB6803721226(NAD 83)
 CT0989_MARKER: 21 = AIRPORT BEACON
 CT0989
 CT0989  HISTORY     - Date     Condition        Report By
 CT0989  HISTORY     - 1946     FIRST OBSERVED   CGS
 CT0989  HISTORY     - 19980822 MARK NOT FOUND   USPSQD
 CT0989  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0989
 CT0989                          STATION DESCRIPTION
 CT0989
 CT0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CT0989'BEACON IS A STEEL STRUCTURE TOWER, 60 FEET TO BASE OF PLATFORM
 CT0989'WHICH IS 5 FEET SQUARE, HAVING A RAILING AROUND IT 2-1/2
 CT0989'FEET HIGH.  THE LIGHT BEACON IS 24 INCHES IN DIAMETER AND IS
 CT0989'PAINTED ORANGE.  ON BASE OF LIGHT PLATE IS THE NUMBER 3851757A.
 CT0989'THE TOWER IS A STEEL LATTICE FRAMEWORK FORMING A SQUARE WHICH
 CT0989'IS 15 FEET AT THE BASE AND IS PAINTED ORANGE AND SILVER.
 CT0989'
 CT0989'TO REACH BEACON FROM MINERAL WELLS, START AT INTERSECTION OF
 CT0989'STATE HIGHWAYS 180 AND 281, GO S ON 281 FOR 9.4 MILES TO
 CT0989'RAILROAD UNDERPASS, CONTINUE ON FOR 0.5 MILE, TURN RIGHT ON
 CT0989'SAND AND GRAVEL ROAD, AND GO 15.2 MILES TO SMALL TOWN OF
 CT0989'LONE CAMP.  CONTINUE ON FOR 4.4 MILES TO ORANGE AND WHITE GATE ON
 CT0989'RIGHT SIDE OF ROAD, GO THROUGH GATE AND FOLLOW OLD WAGON ROAD
 CT0989'FOR 1.7 MILES TO LIGHT BEACON.
 CT0989
 CT0989                          STATION RECOVERY (1998)
 CT0989
 CT0989'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0989'MARK NOT FOUND.
 CT0989
 CT0989                          STATION RECOVERY (2004)
 CT0989
 CT0989'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3147 ***********************************************************************
 CS3147  DESIGNATION -  EL PASO FORT WORTH AWY BCN 52
 CS3147  PID         -  CS3147
 CS3147  STATE/COUNTY-  TX/PARKER
 CS3147  USGS QUAD   -  SPRINGTOWN SE (1955)
 CS3147
 CS3147                         *CURRENT SURVEY CONTROL
 CS3147  ___________________________________________________________________
 CS3147* NAD 83(1993)-  32 45 16.29175(N)    097 35 58.98712(W)     ADJUSTED  
 CS3147* NAVD 88     -                                                        
 CS3147  ___________________________________________________________________
 CS3147  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 CS3147  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 CS3147
 CS3147  HORZ ORDER  -  THIRD
 CS3147
 CS3147.The horizontal coordinates were established by classical geodetic methods
 CS3147.and adjusted by the National Geodetic Survey in February 1996..
 CS3147
 CS3147
 CS3147.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3147
 CS3147.The geoid height was determined by GEOID03.
 CS3147
 CS3147;                    North         East     Units Scale Factor Converg.
 CS3147;SPC TXNC     - 2,120,993.994   684,355.742   MT  0.99988599   +0 29 27.6
 CS3147;SPC TXNC     - 6,958,627.80  2,245,257.13   sFT  0.99988599   +0 29 27.6
 CS3147;UTM  14      - 3,624,941.505   631,174.932   MT  0.99981217   +0 45 27.8
 CS3147
 CS3147                          SUPERSEDED SURVEY CONTROL
 CS3147
 CS3147  NAD 83(1993)-  32 45 16.29436(N)    097 35 58.97177(W) AD(       ) 4
 CS3147  NAD 83(1986)-  32 45 16.29433(N)    097 35 58.97061(W) AD(       ) 4
 CS3147  NAD 27      -  32 45 15.82400(N)    097 35 57.89500(W) AD(       ) 3
 CS3147
 CS3147.Superseded values are not recommended for survey control.
 CS3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3147.See file dsdata.txt to determine how the superseded data were derived.
 CS3147
 CS3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3117524942(NAD 83)
 CS3147_MARKER: 22 = AIRWAY BEACON
 CS3147
 CS3147  HISTORY     - Date     Condition        Report By
 CS3147  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS3147  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS3147  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 CS3147
 CS3147                          STATION DESCRIPTION
 CS3147
 CS3147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS3147'THIS INTERSECTION STATION IS AIRWAY BEACON NO. 52, EL PASO-FORT
 CS3147'WORTH AIR LINE.  IT IS ABOUT 3.7 MILES N OF ALEDO, TEXAS,
 CS3147'ABOUT 2.65 MILES N OF U.S. HIGHWAY 80, ABOUT 16 MILES W OF
 CS3147'FORT WORTH, TEXAS, ABOUT 90 FEET E OF THE CENTER LINE OF THE
 CS3147'ALEDO-SPRINGTOWN ROAD, ON LAND OWNED AND OCCUPIED BY MR. L.B.
 CS3147'MILES.  THE BEACON IS IN A FENCED ENCLOSURE, AND WAS PLACED IN
 CS3147'ITS PRESENT LOCATION IN 1931.  THE BEACON IS A STANDARD
 CS3147'60-FOOT RED AND GREY AIRWAY BEACON.
 CS3147
 CS3147                          STATION RECOVERY (1997)
 CS3147
 CS3147'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3147'MARK NOT FOUND.
 CS3147
 CS3147                          STATION RECOVERY (2005)
 CS3147
 CS3147'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGC)
 CS3147'TOWER GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0910 ***********************************************************************
 CD0910  DESIGNATION -  EL PASO FORT WORTH AWY BCN 14
 CD0910  PID         -  CD0910
 CD0910  STATE/COUNTY-  TX/REEVES
 CD0910  USGS QUAD   -  SCREW BEAN DRAW EAST (1973)
 CD0910
 CD0910                         *CURRENT SURVEY CONTROL
 CD0910  ___________________________________________________________________
 CD0910* NAD 83(1993)-  31 48 51.16600(N)    104 01 45.56694(W)     ADJUSTED  
 CD0910* NAVD 88     -                                                        
 CD0910  ___________________________________________________________________
 CD0910  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 CD0910  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CD0910
 CD0910  HORZ ORDER  -  THIRD
 CD0910
 CD0910.The horizontal coordinates were established by classical geodetic methods
 CD0910.and adjusted by the National Geodetic Survey in February 1996..
 CD0910
 CD0910
 CD0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0910
 CD0910.The geoid height was determined by GEOID03.
 CD0910
 CD0910;                    North         East     Units Scale Factor Converg.
 CD0910;SPC TX C     - 3,243,888.872   350,122.447   MT  0.99998216   -1 54 13.2
 CD0910;SPC TX C     -10,642,658.74  1,148,693.39   sFT  0.99998216   -1 54 13.2
 CD0910;UTM  13      - 3,520,253.161   591,871.884   MT  0.99970409   +0 30 42.3
 CD0910
 CD0910                          SUPERSEDED SURVEY CONTROL
 CD0910
 CD0910  NAD 83(1993)-  31 48 51.16544(N)    104 01 45.56500(W) AD(       ) 4
 CD0910  NAD 83(1986)-  31 48 51.16623(N)    104 01 45.56400(W) AD(       ) 4
 CD0910  NAD 27      -  31 48 50.71900(N)    104 01 43.84900(W) AD(       ) 3
 CD0910
 CD0910.Superseded values are not recommended for survey control.
 CD0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0910.See file dsdata.txt to determine how the superseded data were derived.
 CD0910
 CD0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER9187220253(NAD 83)
 CD0910_MARKER: 22 = AIRWAY BEACON
 CD0910
 CD0910  HISTORY     - Date     Condition        Report By
 CD0910  HISTORY     - 1944     FIRST OBSERVED   CGS
 CD0910
 CD0910                          STATION DESCRIPTION
 CD0910
 CD0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 CD0910'EP-FW-14 IS ABOUT 8.0 MILES BY ROAD WEST OF ORLA NEAR THE
 CD0910'PASO-TEX PUMPING STATION.  A 50 FOOT STEEL TOWER PAINTED ORANGE
 CD0910'AND WHITE.  0.1 MILE NORTHWEST OF THE PUMPING STATION, 0.1 MILE
 CD0910'WEST OF AN ELEVATED ENCLOSED WATER TANK, 0.1 MILE NORTH OF THE
 CD0910'PIPE LINE ROAD AND 0.05 MILE NORTHWEST OF A 20 FOOT SILVER
 CD0910'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0923 ***********************************************************************
 CD0923  DESIGNATION -  EL PASO FORT WORTH AWY BCN 12
 CD0923  PID         -  CD0923
 CD0923  STATE/COUNTY-  TX/CULBERSON
 CD0923  USGS QUAD   -  CASTILE HILL (1973)
 CD0923
 CD0923                         *CURRENT SURVEY CONTROL
 CD0923  ___________________________________________________________________
 CD0923* NAD 83(1993)-  31 50 01.12853(N)    104 17 29.47163(W)     ADJUSTED  
 CD0923* NAVD 88     -                                                        
 CD0923  ___________________________________________________________________
 CD0923  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 CD0923  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 CD0923
 CD0923  HORZ ORDER  -  THIRD
 CD0923
 CD0923.The horizontal coordinates were established by classical geodetic methods
 CD0923.and adjusted by the National Geodetic Survey in February 1996..
 CD0923
 CD0923
 CD0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0923
 CD0923.The geoid height was determined by GEOID03.
 CD0923
 CD0923;                    North         East     Units Scale Factor Converg.
 CD0923;SPC TX C     - 3,246,896.294   325,388.717   MT  0.99998703   -2 02 19.3
 CD0923;SPC TX C     -10,652,525.59  1,067,546.15   sFT  0.99998703   -2 02 19.3
 CD0923;UTM  13      - 3,522,215.572   567,041.037   MT  0.99965543   +0 22 25.3
 CD0923
 CD0923                          SUPERSEDED SURVEY CONTROL
 CD0923
 CD0923  NAD 83(1993)-  31 50 01.12934(N)    104 17 29.46916(W) AD(       ) 4
 CD0923  NAD 83(1986)-  31 50 01.12904(N)    104 17 29.46835(W) AD(       ) 4
 CD0923  NAD 27      -  31 50 00.68000(N)    104 17 27.73700(W) AD(       ) 3
 CD0923
 CD0923.Superseded values are not recommended for survey control.
 CD0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0923.See file dsdata.txt to determine how the superseded data were derived.
 CD0923
 CD0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER6704122216(NAD 83)
 CD0923_MARKER: 22 = AIRWAY BEACON
 CD0923
 CD0923  HISTORY     - Date     Condition        Report By
 CD0923  HISTORY     - 1943     FIRST OBSERVED   CGS
 CD0923
 CD0923                          STATION DESCRIPTION
 CD0923
 CD0923'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0971 ***********************************************************************
 CD0971  DESIGNATION -  EL PASO FORT WORTH AWY BCN 11
 CD0971  PID         -  CD0971
 CD0971  STATE/COUNTY-  TX/CULBERSON
 CD0971  USGS QUAD   -  COW MOUNTAIN (1973)
 CD0971
 CD0971                         *CURRENT SURVEY CONTROL
 CD0971  ___________________________________________________________________
 CD0971* NAD 83(1993)-  31 51 11.80077(N)    104 32 56.46185(W)     ADJUSTED  
 CD0971* NAVD 88     -                                                        
 CD0971  ___________________________________________________________________
 CD0971  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 CD0971  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CD0971
 CD0971  HORZ ORDER  -  THIRD
 CD0971
 CD0971.The horizontal coordinates were established by classical geodetic methods
 CD0971.and adjusted by the National Geodetic Survey in February 1996..
 CD0971
 CD0971
 CD0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0971
 CD0971.The geoid height was determined by GEOID03.
 CD0971
 CD0971;                    North         East     Units Scale Factor Converg.
 CD0971;SPC TX C     - 3,249,966.823   301,112.404   MT  0.99999206   -2 10 16.8
 CD0971;SPC TX C     -10,662,599.49    987,899.61   sFT  0.99999206   -2 10 16.8
 CD0971;UTM  13      - 3,524,261.471   542,665.629   MT  0.99962245   +0 14 16.8
 CD0971
 CD0971                          SUPERSEDED SURVEY CONTROL
 CD0971
 CD0971  NAD 83(1993)-  31 51 11.80150(N)    104 32 56.46096(W) AD(       ) 4
 CD0971  NAD 83(1986)-  31 51 11.80137(N)    104 32 56.45799(W) AD(       ) 4
 CD0971  NAD 27      -  31 51 11.36800(N)    104 32 54.66400(W) AD(       ) 3
 CD0971
 CD0971.Superseded values are not recommended for survey control.
 CD0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0971.See file dsdata.txt to determine how the superseded data were derived.
 CD0971
 CD0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER4266624261(NAD 83)
 CD0971_MARKER: 22 = AIRWAY BEACON
 CD0971
 CD0971  HISTORY     - Date     Condition        Report By
 CD0971  HISTORY     - 1943     FIRST OBSERVED   CGS
 CD0971
 CD0971                          STATION DESCRIPTION
 CD0971
 CD0971'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0995 ***********************************************************************
 CD0995  DESIGNATION -  EL PASO FORT WORTH AWY BCN 9
 CD0995  PID         -  CD0995
 CD0995  STATE/COUNTY-  TX/CULBERSON
 CD0995  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0995
 CD0995                         *CURRENT SURVEY CONTROL
 CD0995  ___________________________________________________________________
 CD0995* NAD 83(1993)-  31 49 58.17301(N)    104 48 32.91930(W)     ADJUSTED  
 CD0995* NAVD 88     -                                                        
 CD0995  ___________________________________________________________________
 CD0995  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CD0995  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 CD0995
 CD0995  HORZ ORDER  -  THIRD
 CD0995
 CD0995.The horizontal coordinates were established by classical geodetic methods
 CD0995.and adjusted by the National Geodetic Survey in February 1996..
 CD0995
 CD0995
 CD0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0995
 CD0995.The geoid height was determined by GEOID03.
 CD0995
 CD0995;                    North         East     Units Scale Factor Converg.
 CD0995;SPC TX C     - 3,248,662.389   276,420.883   MT  0.99998682   -2 18 19.1
 CD0995;SPC TX C     -10,658,319.85    906,890.85   sFT  0.99998682   -2 18 19.1
 CD0995;UTM  13      - 3,521,921.808   518,059.993   MT  0.99960402   +0 06 02.4
 CD0995
 CD0995                          SUPERSEDED SURVEY CONTROL
 CD0995
 CD0995  NAD 83(1993)-  31 49 58.17396(N)    104 48 32.91787(W) AD(       ) 4
 CD0995  NAD 83(1986)-  31 49 58.17319(N)    104 48 32.91680(W) AD(       ) 4
 CD0995  NAD 27      -  31 49 57.75600(N)    104 48 31.10500(W) AD(       ) 3
 CD0995
 CD0995.Superseded values are not recommended for survey control.
 CD0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0995.See file dsdata.txt to determine how the superseded data were derived.
 CD0995
 CD0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER1806021922(NAD 83)
 CD0995_MARKER: 22 = AIRWAY BEACON
 CD0995
 CD0995  HISTORY     - Date     Condition        Report By
 CD0995  HISTORY     - 1943     FIRST OBSERVED   CGS
 CD0995
 CD0995                          STATION DESCRIPTION
 CD0995
 CD0995'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0997 ***********************************************************************
 CD0997  DESIGNATION -  EL PASO FORT WORTH AWY BCN 8 B
 CD0997  PID         -  CD0997
 CD0997  STATE/COUNTY-  TX/CULBERSON
 CD0997  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0997
 CD0997                         *CURRENT SURVEY CONTROL
 CD0997  ___________________________________________________________________
 CD0997* NAD 83(1993)-  31 46 22.78843(N)    104 55 11.18100(W)     ADJUSTED  
 CD0997* NAVD 88     -                                                        
 CD0997  ___________________________________________________________________
 CD0997  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CD0997  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CD0997
 CD0997  HORZ ORDER  -  THIRD
 CD0997
 CD0997.The horizontal coordinates were established by classical geodetic methods
 CD0997.and adjusted by the National Geodetic Survey in February 1996..
 CD0997
 CD0997
 CD0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0997
 CD0997.The geoid height was determined by GEOID03.
 CD0997
 CD0997;                    North         East     Units Scale Factor Converg.
 CD0997;SPC TX C     - 3,242,460.564   265,683.738   MT  0.99997222   -2 21 44.2
 CD0997;SPC TX C     -10,637,972.70    871,664.06   sFT  0.99997222   -2 21 44.2
 CD0997;UTM  13      - 3,515,277.350   507,596.528   MT  0.99960071   +0 02 32.1
 CD0997
 CD0997                          SUPERSEDED SURVEY CONTROL
 CD0997
 CD0997  NAD 83(1993)-  31 46 22.78959(N)    104 55 11.18064(W) AD(       ) 4
 CD0997  NAD 83(1986)-  31 46 22.78910(N)    104 55 11.17988(W) AD(       ) 4
 CD0997  NAD 27      -  31 46 22.37600(N)    104 55 09.37800(W) AD(       ) 3
 CD0997
 CD0997.Superseded values are not recommended for survey control.
 CD0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0997.See file dsdata.txt to determine how the superseded data were derived.
 CD0997
 CD0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER0759715277(NAD 83)
 CD0997_MARKER: 22 = AIRWAY BEACON
 CD0997
 CD0997  HISTORY     - Date     Condition        Report By
 CD0997  HISTORY     - 1934     FIRST OBSERVED   CGS
 CD0997
 CD0997                          STATION DESCRIPTION
 CD0997
 CD0997'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1004 ***********************************************************************
 CD1004  DESIGNATION -  EL PASO FORT WORTH AWY BCN 8 A
 CD1004  PID         -  CD1004
 CD1004  STATE/COUNTY-  TX/HUDSPETH
 CD1004  USGS QUAD   -  SALT FLAT (1984)
 CD1004
 CD1004                         *CURRENT SURVEY CONTROL
 CD1004  ___________________________________________________________________
 CD1004* NAD 83(1993)-  31 44 45.47233(N)    105 04 53.89242(W)     ADJUSTED  
 CD1004* NAVD 88     -                                                        
 CD1004  ___________________________________________________________________
 CD1004  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 CD1004  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CD1004
 CD1004  HORZ ORDER  -  THIRD
 CD1004
 CD1004.The horizontal coordinates were established by classical geodetic methods
 CD1004.and adjusted by the National Geodetic Survey in February 1996..
 CD1004
 CD1004
 CD1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1004
 CD1004.The geoid height was determined by GEOID03.
 CD1004
 CD1004;                    North         East     Units Scale Factor Converg.
 CD1004;SPC TX C     - 3,240,109.088   250,237.130   MT  0.99996599   -2 26 44.4
 CD1004;SPC TX C     -10,630,257.90    820,986.32   sFT  0.99996599   -2 26 44.4
 CD1004;UTM  13      - 3,512,281.241   492,267.784   MT  0.99960074   -0 02 34.6
 CD1004
 CD1004                          SUPERSEDED SURVEY CONTROL
 CD1004
 CD1004  NAD 83(1993)-  31 44 45.47334(N)    105 04 53.89100(W) AD(       ) 4
 CD1004  NAD 83(1986)-  31 44 45.47341(N)    105 04 53.88957(W) AD(       ) 4
 CD1004  NAD 27      -  31 44 45.04200(N)    105 04 52.06500(W) AD(       ) 3
 CD1004
 CD1004.Superseded values are not recommended for survey control.
 CD1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1004.See file dsdata.txt to determine how the superseded data were derived.
 CD1004
 CD1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR9226812281(NAD 83)
 CD1004_MARKER: 22 = AIRWAY BEACON
 CD1004
 CD1004  HISTORY     - Date     Condition        Report By
 CD1004  HISTORY     - 1943     FIRST OBSERVED   CGS
 CD1004  HISTORY     - 1957     GOOD             CGS
 CD1004
 CD1004                          STATION DESCRIPTION
 CD1004
 CD1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD1004'AIRWAY BEACON 8A IS LOCATED AT THE SALT FLATS LANDING FIELD,
 CD1004'AT SALT FLATS SERVICE STATION, ON U.S. HIGHWAY 62, ABOUT MIDWAY
 CD1004'BETWEEN CARLSBAD, NEW MEXICO, AND EL PASO, TEXAS.  IT IS 85
 CD1004'MILES BY ROAD W OF CARLSBAD.  THE BEACON IS ABOUT 200 YARDS
 CD1004'N OF THE HIGHWAY, AND IS A STANDARD AIRWAY BEACON, ON A STEEL
 CD1004'TOWER ABOUT 50 FEET HIGH.  IT HAS A RED INTERMITTENT FLASHING
 CD1004'LIGHT, WHICH ALTERNATES IN FLASHES WITH THE WHITE LIGHT.
 CD1004
 CD1004                          STATION RECOVERY (1957)
 CD1004
 CD1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 CD1004'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1012 ***********************************************************************
 CD1012  DESIGNATION -  EL PASO FORT WORTH AWY BCN 6
 CD1012  PID         -  CD1012
 CD1012  STATE/COUNTY-  TX/HUDSPETH
 CD1012  USGS QUAD   -  MICKEY DRAW WEST (1984)
 CD1012
 CD1012                         *CURRENT SURVEY CONTROL
 CD1012  ___________________________________________________________________
 CD1012* NAD 83(1993)-  31 46 48.50712(N)    105 21 04.30646(W)     ADJUSTED  
 CD1012* NAVD 88     -                                                        
 CD1012  ___________________________________________________________________
 CD1012  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CD1012  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD1012
 CD1012  HORZ ORDER  -  THIRD
 CD1012
 CD1012.The horizontal coordinates were established by classical geodetic methods
 CD1012.and adjusted by the National Geodetic Survey in February 1996..
 CD1012
 CD1012
 CD1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1012
 CD1012.The geoid height was determined by GEOID03.
 CD1012
 CD1012;                    North         East     Units Scale Factor Converg.
 CD1012;SPC TX C     - 3,245,015.463   224,891.986   MT  0.99997391   -2 35 04.2
 CD1012;SPC TX C     -10,646,354.90    737,833.12   sFT  0.99997391   -2 35 04.2
 CD1012;UTM  13      - 3,516,120.061   466,748.633   MT  0.99961364   -0 11 05.9
 CD1012
 CD1012                          SUPERSEDED SURVEY CONTROL
 CD1012
 CD1012  NAD 83(1993)-  31 46 48.50777(N)    105 21 04.30458(W) AD(       ) 4
 CD1012  NAD 83(1986)-  31 46 48.50822(N)    105 21 04.30485(W) AD(       ) 4
 CD1012  NAD 27      -  31 46 48.09400(N)    105 21 02.44800(W) AD(       ) 3
 CD1012
 CD1012.Superseded values are not recommended for survey control.
 CD1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1012.See file dsdata.txt to determine how the superseded data were derived.
 CD1012
 CD1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR6674916120(NAD 83)
 CD1012_MARKER: 22 = AIRWAY BEACON
 CD1012
 CD1012  HISTORY     - Date     Condition        Report By
 CD1012  HISTORY     - 1934     FIRST OBSERVED   CGS
 CD1012
 CD1012                          STATION DESCRIPTION
 CD1012
 CD1012'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0590 ***********************************************************************
 CE0590  DESIGNATION -  EL PASO FT BLISS HAWKNEST E TK
 CE0590  PID         -  CE0590
 CE0590  STATE/COUNTY-  TX/EL PASO
 CE0590  USGS QUAD   -  EL PASO (1997)
 CE0590
 CE0590                         *CURRENT SURVEY CONTROL
 CE0590  ___________________________________________________________________
 CE0590* NAD 83(1993)-  31 52 26.45955(N)    106 23 21.37392(W)     ADJUSTED  
 CE0590* NAVD 88     -                                                        
 CE0590  ___________________________________________________________________
 CE0590  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 CE0590  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CE0590
 CE0590  HORZ ORDER  -  THIRD
 CE0590
 CE0590.The horizontal coordinates were established by classical geodetic methods
 CE0590.and adjusted by the National Geodetic Survey in February 1996..
 CE0590
 CE0590
 CE0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0590
 CE0590.The geoid height was determined by GEOID03.
 CE0590
 CE0590;                    North         East     Units Scale Factor Converg.
 CE0590;SPC TX C     - 3,260,300.988   127,258.821   MT  0.99999751   -3 07 09.0
 CE0590;SPC TX C     -10,696,504.16    417,514.98   sFT  0.99999751   -3 07 09.0
 CE0590;UTM  13      - 3,527,312.890   368,591.121   MT  0.99981297   -0 44 01.4
 CE0590
 CE0590                          SUPERSEDED SURVEY CONTROL
 CE0590
 CE0590  NAD 83(1993)-  31 52 26.46097(N)    106 23 21.37383(W) AD(       ) 4
 CE0590  NAD 83(1986)-  31 52 26.46295(N)    106 23 21.37180(W) AD(       ) 4
 CE0590  NAD 27      -  31 52 26.07938(N)    106 23 19.42276(W) AD(       ) 3
 CE0590
 CE0590.Superseded values are not recommended for survey control.
 CE0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0590.See file dsdata.txt to determine how the superseded data were derived.
 CE0590
 CE0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6859127313(NAD 83)
 CE0590_MARKER: 53 = ELEVATED TANK
 CE0590
 CE0590  HISTORY     - Date     Condition        Report By
 CE0590  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0590
 CE0590                          STATION DESCRIPTION
 CE0590
 CE0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0590'THE STATION, EL PASO FORT BLISS HAWKNEST EAST TANK, IS THE
 CE0590'APEX OF VENT ATOP A CYLINDRICAL BODY, DOME SHAPED TOP,
 CE0590'HEMISPHERICAL BOTTOM, SILVER COLORED WATER TANK WHICH IS
 CE0590'SUPPORTED BY FOUR TUBULAR LEGS AND IS 37 METERS IN HEIGHT.
 CE0590'
 CE0590'THE STATION IS LOCATED ABOUT 16 KM (10 MI) NORTHEAST FROM
 CE0590'DOWNTOWN EL PASO, 8 KM (5 MI) NORTH-NORTHEAST FROM THE
 CE0590'MAIN HEADQUARTERS AT FORT BLISS MILITARY RESERVATION,
 CE0590'36.6 METERS WEST FROM THE CENTER OF A PAVED ROAD, 19.8 METERS
 CE0590'NORTH FROM THE CENTER OF A PAVED ROAD AND IS DESIGNATED
 CE0590'STRUCTURE NUMBER 3794.
 CE0590'OWNERSHIP--DEPARTMENT OF ARMY, MR. JESSE WOOD, OFFICE
 CE0590'BUILDING 1016, FORT BLISS, TEXAS 79906, TELEPHONE
 CE0590'NUMBER 915-568-3034.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0591 ***********************************************************************
 CE0591  DESIGNATION -  EL PASO FT BLISS HAWKNEST W TK
 CE0591  PID         -  CE0591
 CE0591  STATE/COUNTY-  TX/EL PASO
 CE0591  USGS QUAD   -  EL PASO (1997)
 CE0591
 CE0591                         *CURRENT SURVEY CONTROL
 CE0591  ___________________________________________________________________
 CE0591* NAD 83(1993)-  31 52 26.45533(N)    106 23 38.14663(W)     ADJUSTED  
 CE0591* NAVD 88     -                                                        
 CE0591  ___________________________________________________________________
 CE0591  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 CE0591  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CE0591
 CE0591  HORZ ORDER  -  THIRD
 CE0591
 CE0591.The horizontal coordinates were established by classical geodetic methods
 CE0591.and adjusted by the National Geodetic Survey in February 1996..
 CE0591
 CE0591
 CE0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0591
 CE0591.The geoid height was determined by GEOID03.
 CE0591
 CE0591;                    North         East     Units Scale Factor Converg.
 CE0591;SPC TX C     - 3,260,324.856   126,818.616   MT  0.99999751   -3 07 17.6
 CE0591;SPC TX C     -10,696,582.47    416,070.74   sFT  0.99999751   -3 07 17.6
 CE0591;UTM  13      - 3,527,318.414   368,150.385   MT  0.99981440   -0 44 10.2
 CE0591
 CE0591                          SUPERSEDED SURVEY CONTROL
 CE0591
 CE0591  NAD 83(1993)-  31 52 26.45672(N)    106 23 38.14650(W) AD(       ) 4
 CE0591  NAD 83(1986)-  31 52 26.45857(N)    106 23 38.14455(W) AD(       ) 4
 CE0591  NAD 27      -  31 52 26.07630(N)    106 23 36.19693(W) AD(       ) 3
 CE0591
 CE0591.Superseded values are not recommended for survey control.
 CE0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0591.See file dsdata.txt to determine how the superseded data were derived.
 CE0591
 CE0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6815027318(NAD 83)
 CE0591_MARKER: 53 = ELEVATED TANK
 CE0591
 CE0591  HISTORY     - Date     Condition        Report By
 CE0591  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0591
 CE0591                          STATION DESCRIPTION
 CE0591
 CE0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0591'THE STATION, EL PASO FORT BLISS HAWKNEST WEST TANK, IS
 CE0591'THE APEX OF VENT ATOP A CYLINDRICAL BODY, DOME SHAPED TOP,
 CE0591'HEMISPHERICAL BOTTOM, RED AND WHITE COLORED WATER TANK
 CE0591'WHICH IS SUPPORTED BY FOUR TUBULAR LEGS AND IS 37 METERS IN
 CE0591'HEIGHT.
 CE0591'
 CE0591'THE STATION IS LOCATED ABOUT 29 KM (18 MI) NORTHEAST FROM
 CE0591'DOWNTOWN EL PASO, 8 KM (5 MI) NORTH-NORTHEAST FROM THE
 CE0591'MAIN HEADQUARTERS AT FORT BLISS MILITARY RESERVATION AND
 CE0591'IS DESIGNATED STRUCTURE NUMBER 3790.
 CE0591'OWNERSHIP--DEPARTMENT OF ARMY, MR. JESSE WOOD, OFFICE
 CE0591'BUILDING 1016, FORT BLISS, TEXAS 79906, TELEPHONE
 CE0591'NUMBER 915-568-3034.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0598 ***********************************************************************
 CE0598  DESIGNATION -  EL PASO FT BLISS S TANK
 CE0598  PID         -  CE0598
 CE0598  STATE/COUNTY-  TX/EL PASO
 CE0598  USGS QUAD   -  EL PASO (1997)
 CE0598
 CE0598                         *CURRENT SURVEY CONTROL
 CE0598  ___________________________________________________________________
 CE0598* NAD 83(1993)-  31 47 49.07928(N)    106 25 11.70791(W)     ADJUSTED  
 CE0598* NAVD 88     -                                                        
 CE0598  ___________________________________________________________________
 CE0598  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CE0598  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CE0598
 CE0598  HORZ ORDER  -  THIRD
 CE0598
 CE0598.The horizontal coordinates were established by classical geodetic methods
 CE0598.and adjusted by the National Geodetic Survey in February 1996..
 CE0598
 CE0598
 CE0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0598
 CE0598.The geoid height was determined by GEOID03.
 CE0598
 CE0598;                    North         East     Units Scale Factor Converg.
 CE0598;SPC TX C     - 3,251,928.460   123,895.909   MT  0.99997794   -3 08 05.8
 CE0598;SPC TX C     -10,669,035.29    406,481.83   sFT  0.99997794   -3 08 05.8
 CE0598;UTM  13      - 3,518,809.059   365,580.205   MT  0.99982284   -0 44 53.8
 CE0598
 CE0598                          SUPERSEDED SURVEY CONTROL
 CE0598
 CE0598  NAD 83(1993)-  31 47 49.08066(N)    106 25 11.70684(W) AD(       ) 4
 CE0598  NAD 83(1986)-  31 47 49.08209(N)    106 25 11.70576(W) AD(       ) 4
 CE0598  NAD 27      -  31 47 48.69186(N)    106 25 09.75519(W) AD(       ) 3
 CE0598
 CE0598.Superseded values are not recommended for survey control.
 CE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0598.See file dsdata.txt to determine how the superseded data were derived.
 CE0598
 CE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6558018809(NAD 83)
 CE0598_MARKER: 53 = ELEVATED TANK
 CE0598
 CE0598  HISTORY     - Date     Condition        Report By
 CE0598  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0598
 CE0598                          STATION DESCRIPTION
 CE0598
 CE0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0598'THE STATION, EL PASO FORT BLISS SOUTH TANK, IS THE APEX
 CE0598'OF VENT OF A DOME SHAPED TOP, HEMISPHERICAL BOTTOM ELEVATED
 CE0598'WATER TANK.  IT IS WHITE IN COLOR WITH 12 TUBULAR LEGS
 CE0598'AND IS 27.4 METERS IN HEIGHT.
 CE0598'
 CE0598'THE STATION IS LOCATED IN THE SOUTH SECTION OF FORT BLISS,
 CE0598'91 METERS NORTHEAST OF THE INTERSECTION OF ROBERT E. LEE
 CE0598'AND JEB STUART ROADS.
 CE0598'OWNERSHIP--U.S. ARMY AIR DEFENSE CENTER, FORT BLISS, TX
 CE0598'79916, TELEPHONE NUMBER 915-568-2121.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0605 ***********************************************************************
 CE0605  DESIGNATION -  EL PASO FT BLISS USACC MICRO
 CE0605  PID         -  CE0605
 CE0605  STATE/COUNTY-  TX/EL PASO
 CE0605  USGS QUAD   -  EL PASO (1997)
 CE0605
 CE0605                         *CURRENT SURVEY CONTROL
 CE0605  ___________________________________________________________________
 CE0605* NAD 83(1993)-  31 48 29.90484(N)    106 26 00.89258(W)     ADJUSTED  
 CE0605* NAVD 88     -                                                        
 CE0605  ___________________________________________________________________
 CE0605  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 CE0605  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0605
 CE0605  HORZ ORDER  -  THIRD
 CE0605
 CE0605.The horizontal coordinates were established by classical geodetic methods
 CE0605.and adjusted by the National Geodetic Survey in February 1996..
 CE0605
 CE0605
 CE0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0605
 CE0605.The geoid height was determined by GEOID03.
 CE0605
 CE0605;                    North         East     Units Scale Factor Converg.
 CE0605;SPC TX C     - 3,253,254.845   122,672.959   MT  0.99998071   -3 08 31.2
 CE0605;SPC TX C     -10,673,386.94    402,469.53   sFT  0.99998071   -3 08 31.2
 CE0605;UTM  13      - 3,520,083.173   364,303.282   MT  0.99982710   -0 45 20.6
 CE0605
 CE0605                          SUPERSEDED SURVEY CONTROL
 CE0605
 CE0605  NAD 83(1993)-  31 48 29.90605(N)    106 26 00.89177(W) AD(       ) 4
 CE0605  NAD 83(1986)-  31 48 29.90753(N)    106 26 00.89046(W) AD(       ) 4
 CE0605  NAD 27      -  31 48 29.51836(N)    106 25 58.94038(W) AD(       ) 3
 CE0605
 CE0605.Superseded values are not recommended for survey control.
 CE0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0605.See file dsdata.txt to determine how the superseded data were derived.
 CE0605
 CE0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6430320083(NAD 83)
 CE0605_MARKER: 45 = MICROWAVE TOWER
 CE0605
 CE0605  HISTORY     - Date     Condition        Report By
 CE0605  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0605
 CE0605                          STATION DESCRIPTION
 CE0605
 CE0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0605'THE STATION, EL PASO FORT BLISS U.S. ARMY COMMUNICATION COMPANY
 CE0605'MICROWAVE, IS THE LIGHT, ATOP, NOT CENTER OF A 38.1 METER TALL,
 CE0605'TUBULAR SKELETON STEEL TOWER, RED AND WHITE IN COLOR.
 CE0605'
 CE0605'THE STATION IS LOCATED AT FORT BLISS, 88 METERS (290 FEET)
 CE0605'SOUTHWEST OF THE INTERSECTION OF CHAFFEE AND CUSTER ROADS.
 CE0605'OWNERSHIP--U.S. DEPARTMENT OF THE ARMY, U.S. AIR DEFENSE CENTER,
 CE0605'FORT BLISS, TX 79916, TELEPHONE NUMBER 915-568-2121.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0667 ***********************************************************************
 CE0667  DESIGNATION -  EL PASO GLOBE MILLS WATER TANK
 CE0667  PID         -  CE0667
 CE0667  STATE/COUNTY-  TX/EL PASO
 CE0667  USGS QUAD   -  SMELTERTOWN (1994)
 CE0667
 CE0667                         *CURRENT SURVEY CONTROL
 CE0667  ___________________________________________________________________
 CE0667* NAD 83(1993)-  31 45 51.50432(N)    106 30 32.21871(W)     ADJUSTED  
 CE0667* NAVD 88     -                                                        
 CE0667  ___________________________________________________________________
 CE0667  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 CE0667  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CE0667
 CE0667  HORZ ORDER  -  THIRD
 CE0667
 CE0667.The horizontal coordinates were established by classical geodetic methods
 CE0667.and adjusted by the National Geodetic Survey in February 1996..
 CE0667
 CE0667
 CE0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0667
 CE0667.The geoid height was determined by GEOID03.
 CE0667
 CE0667;                    North         East     Units Scale Factor Converg.
 CE0667;SPC TX C     - 3,248,777.175   115,276.679   MT  0.99997019   -3 10 50.9
 CE0667;SPC TX C     -10,658,696.45    378,203.57   sFT  0.99997019   -3 10 50.9
 CE0667;UTM  13      - 3,515,302.082   357,100.830   MT  0.99985185   -0 47 40.1
 CE0667
 CE0667                          SUPERSEDED SURVEY CONTROL
 CE0667
 CE0667  NAD 83(1993)-  31 45 51.50511(N)    106 30 32.21800(W) AD(       ) 4
 CE0667  NAD 83(1986)-  31 45 51.50698(N)    106 30 32.21641(W) AD(       ) 4
 CE0667  NAD 27      -  31 45 51.12000(N)    106 30 30.27000(W) AD(       ) 3
 CE0667
 CE0667.Superseded values are not recommended for survey control.
 CE0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0667.See file dsdata.txt to determine how the superseded data were derived.
 CE0667
 CE0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5710115302(NAD 83)
 CE0667_MARKER: 51 = TANK
 CE0667
 CE0667  HISTORY     - Date     Condition        Report By
 CE0667  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0667
 CE0667                          STATION DESCRIPTION
 CE0667
 CE0667'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0550 ***********************************************************************
 CE0550  DESIGNATION -  EL PASO HILTON HOTEL CUPOLA
 CE0550  PID         -  CE0550
 CE0550  STATE/COUNTY-  TX/EL PASO
 CE0550  USGS QUAD   -  EL PASO (1997)
 CE0550
 CE0550                         *CURRENT SURVEY CONTROL
 CE0550  ___________________________________________________________________
 CE0550* NAD 83(1993)-  31 45 31.60532(N)    106 29 18.56521(W)     ADJUSTED  
 CE0550* NAVD 88     -                                                        
 CE0550  ___________________________________________________________________
 CE0550  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 CE0550  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CE0550
 CE0550  HORZ ORDER  -  THIRD
 CE0550
 CE0550.The horizontal coordinates were established by classical geodetic methods
 CE0550.and adjusted by the National Geodetic Survey in February 1996..
 CE0550
 CE0550
 CE0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0550
 CE0550.The geoid height was determined by GEOID03.
 CE0550
 CE0550;                    North         East     Units Scale Factor Converg.
 CE0550;SPC TX C     - 3,248,057.864   117,177.943   MT  0.99996892   -3 10 13.0
 CE0550;SPC TX C     -10,656,336.51    384,441.30   sFT  0.99996892   -3 10 13.0
 CE0550;UTM  13      - 3,514,662.642   359,030.165   MT  0.99984509   -0 47 00.9
 CE0550
 CE0550                          SUPERSEDED SURVEY CONTROL
 CE0550
 CE0550  NAD 83(1993)-  31 45 31.60705(N)    106 29 18.56402(W) AD(       ) 4
 CE0550  NAD 83(1986)-  31 45 31.60819(N)    106 29 18.56332(W) AD(       ) 4
 CE0550  NAD 27      -  31 45 31.22000(N)    106 29 16.61100(W) AD(       ) 3
 CE0550
 CE0550.Superseded values are not recommended for survey control.
 CE0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0550.See file dsdata.txt to determine how the superseded data were derived.
 CE0550
 CE0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5903014663(NAD 83)
 CE0550_MARKER: 86 = CUPOLA
 CE0550
 CE0550  HISTORY     - Date     Condition        Report By
 CE0550  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0550  HISTORY     - 1955     GOOD             AMS
 CE0550
 CE0550                          STATION DESCRIPTION
 CE0550
 CE0550'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0550'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0556 ***********************************************************************
 CE0556  DESIGNATION -  EL PASO KTSM RADIO MAST
 CE0556  PID         -  CE0556
 CE0556  STATE/COUNTY-  TX/EL PASO
 CE0556  USGS QUAD   -  EL PASO (1997)
 CE0556
 CE0556                         *CURRENT SURVEY CONTROL
 CE0556  ___________________________________________________________________
 CE0556* NAD 83(1993)-  31 45 39.05825(N)    106 24 35.97926(W)     ADJUSTED  
 CE0556* NAVD 88     -                                                        
 CE0556  ___________________________________________________________________
 CE0556  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CE0556  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0556
 CE0556  HORZ ORDER  -  THIRD
 CE0556
 CE0556.The horizontal coordinates were established by classical geodetic methods
 CE0556.and adjusted by the National Geodetic Survey in February 1996..
 CE0556
 CE0556
 CE0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0556
 CE0556.The geoid height was determined by GEOID03.
 CE0556
 CE0556;                    North         East     Units Scale Factor Converg.
 CE0556;SPC TX C     - 3,247,878.429   124,615.705   MT  0.99996939   -3 07 47.4
 CE0556;SPC TX C     -10,655,747.81    408,843.36   sFT  0.99996939   -3 07 47.4
 CE0556;UTM  13      - 3,514,793.133   366,467.928   MT  0.99981991   -0 44 32.3
 CE0556
 CE0556                          SUPERSEDED SURVEY CONTROL
 CE0556
 CE0556  NAD 83(1993)-  31 45 39.05974(N)    106 24 35.97751(W) AD(       ) 4
 CE0556  NAD 83(1986)-  31 45 39.06112(N)    106 24 35.97703(W) AD(       ) 4
 CE0556  NAD 27      -  31 45 38.66756(N)    106 24 34.02961(W) AD(       ) 3
 CE0556
 CE0556.Superseded values are not recommended for survey control.
 CE0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0556.See file dsdata.txt to determine how the superseded data were derived.
 CE0556
 CE0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6646814793(NAD 83)
 CE0556_MARKER: 42 = RADIO/TV MAST
 CE0556
 CE0556  HISTORY     - Date     Condition        Report By
 CE0556  HISTORY     - 1943     FIRST OBSERVED   CGS
 CE0556  HISTORY     - 1954     GOOD             AMS
 CE0556  HISTORY     - 1962     GOOD             CGS
 CE0556  HISTORY     - 1962     GOOD             CGS
 CE0556  HISTORY     - 1980     GOOD             NGS
 CE0556
 CE0556                          STATION DESCRIPTION
 CE0556
 CE0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0556'THE MAST OF RADIO STATION KTSM, LOCATED ABOUT 5 MILES E OF
 CE0556'THE CITY CENTER, 0.3 MILE S OF U.S. HIGHWAY 80, AND 350 FEET
 CE0556'W OF THE CENTER OF AN UNPAVED STREET THAT DEAD-ENDS AT THE
 CE0556'CONTROL HOUSE.
 CE0556'
 CE0556'THE MAST IS 310 FEET HIGH, A TRIPOD WITH LEGS SPACED 13 FEET
 CE0556'AT THE BASE AND FORMING AN 18-INCH TRIANGLE AT THE TOP.  IT
 CE0556'IS SW OF THE CONTROL HOUSE, IN A FENCED AREA, 332 FEET W OF
 CE0556'THE PROPERTY LINE, AND 273 FEET N OF THE PROPERTY LINE.
 CE0556
 CE0556                          STATION RECOVERY (1954)
 CE0556
 CE0556'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0556'THE RADIO MAST WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CE0556'THIS RADIO MAST IS IN THE CENTER OF AN OCTAGON-SHAPED FENCED
 CE0556'AREA THAT HAS A CIRCUMFERENCE OF 124 FT.
 CE0556
 CE0556                          STATION RECOVERY (1962)
 CE0556
 CE0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 CE0556'RECOVERED IN GOOD CONDITION AS DESCRIBED BY A.M.S., 1954.
 CE0556
 CE0556                          STATION RECOVERY (1962)
 CE0556
 CE0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 CE0556'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  THE
 CE0556'ORIGINAL DESCRIPTION PROVED TO BE ADEQUATE.
 CE0556
 CE0556                          STATION RECOVERY (1980)
 CE0556
 CE0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0556'THE STATION WAS
 CE0556'RECOVERED AS DESCRIBED.
 CE0556'THE STATION, EL PASO KTSM RADIO MAST, IS A RED LIGHT AT
 CE0556'THE TOP CENTER OF A SKELETON STEEL STRUCTURE PAINTED RED
 CE0556'AND WHITE, GUYED, AND IS 94.5 METERS IN HEIGHT.
 CE0556'
 CE0556'THE STATION IS LOCATED ABOUT 8 KM (5 MI) EAST FROM
 CE0556'DOWNTOWN EL PASO AND AT THE KTSM RADIO STATION CONTROL
 CE0556'HOUSE.
 CE0556'OWNERSHIP--KTSM RADIO STATION, 801 NORTH OREGON STREET,
 CE0556'EL PASO, TX 79901, TELEPHONE NUMBER 915-532-5421.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0548 ***********************************************************************
 CE0548  DESIGNATION -  EL PASO LIGHT POLE IN PLAZA
 CE0548  PID         -  CE0548
 CE0548  STATE/COUNTY-  TX/EL PASO
 CE0548  USGS QUAD   -  EL PASO (1997)
 CE0548
 CE0548                         *CURRENT SURVEY CONTROL
 CE0548  ___________________________________________________________________
 CE0548* NAD 83(1993)-  31 45 34.39438(N)    106 29 19.02886(W)     ADJUSTED  
 CE0548* NAVD 88     -                                                        
 CE0548  ___________________________________________________________________
 CE0548  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CE0548  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CE0548
 CE0548  HORZ ORDER  -  THIRD
 CE0548
 CE0548.The horizontal coordinates were established by classical geodetic methods
 CE0548.and adjusted by the National Geodetic Survey in February 1996..
 CE0548
 CE0548
 CE0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0548
 CE0548.The geoid height was determined by GEOID03.
 CE0548
 CE0548;                    North         East     Units Scale Factor Converg.
 CE0548;SPC TX C     - 3,248,144.310   117,170.512   MT  0.99996909   -3 10 13.2
 CE0548;SPC TX C     -10,656,620.12    384,416.92   sFT  0.99996909   -3 10 13.2
 CE0548;UTM  13      - 3,514,748.692   359,019.141   MT  0.99984513   -0 47 01.2
 CE0548
 CE0548                          SUPERSEDED SURVEY CONTROL
 CE0548
 CE0548  NAD 83(1993)-  31 45 34.39425(N)    106 29 19.02844(W) AD(       ) 4
 CE0548  NAD 83(1986)-  31 45 34.39599(N)    106 29 19.02767(W) AD(       ) 4
 CE0548  NAD 27      -  31 45 33.94000(N)    106 29 17.07000(W) AD(       ) 3
 CE0548
 CE0548.Superseded values are not recommended for survey control.
 CE0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0548.See file dsdata.txt to determine how the superseded data were derived.
 CE0548
 CE0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5901914749(NAD 83)
 CE0548_MARKER: 61 = POLE
 CE0548
 CE0548  HISTORY     - Date     Condition        Report By
 CE0548  HISTORY     - 1892     FIRST OBSERVED   CGS
 CE0548
 CE0548                          STATION DESCRIPTION
 CE0548
 CE0548'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0576 ***********************************************************************
 CE0576  DESIGNATION -  EL PASO LORETTO COLLEGE CUPOLA
 CE0576  PID         -  CE0576
 CE0576  STATE/COUNTY-  TX/EL PASO
 CE0576  USGS QUAD   -  EL PASO (1997)
 CE0576
 CE0576                         *CURRENT SURVEY CONTROL
 CE0576  ___________________________________________________________________
 CE0576* NAD 83(1993)-  31 47 15.56132(N)    106 26 03.43480(W)     ADJUSTED  
 CE0576* NAVD 88     -                                                        
 CE0576  ___________________________________________________________________
 CE0576  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CE0576  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CE0576
 CE0576  HORZ ORDER  -  THIRD
 CE0576
 CE0576.The horizontal coordinates were established by classical geodetic methods
 CE0576.and adjusted by the National Geodetic Survey in February 1996..
 CE0576
 CE0576
 CE0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0576
 CE0576.The geoid height was determined by GEOID03.
 CE0576
 CE0576;                    North         East     Units Scale Factor Converg.
 CE0576;SPC TX C     - 3,250,972.154   122,480.674   MT  0.99997570   -3 08 32.5
 CE0576;SPC TX C     -10,665,897.81    401,838.68   sFT  0.99997570   -3 08 32.5
 CE0576;UTM  13      - 3,517,794.801   364,206.230   MT  0.99982742   -0 45 20.4
 CE0576
 CE0576                          SUPERSEDED SURVEY CONTROL
 CE0576
 CE0576  NAD 83(1993)-  31 47 15.56245(N)    106 26 03.43373(W) AD(       ) 4
 CE0576  NAD 83(1986)-  31 47 15.56376(N)    106 26 03.43275(W) AD(       ) 4
 CE0576  NAD 27      -  31 47 15.17900(N)    106 26 01.48100(W) AD(       ) 3
 CE0576
 CE0576.Superseded values are not recommended for survey control.
 CE0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0576.See file dsdata.txt to determine how the superseded data were derived.
 CE0576
 CE0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6420617795(NAD 83)
 CE0576_MARKER: 86 = CUPOLA
 CE0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0576+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CE0576
 CE0576  HISTORY     - Date     Condition        Report By
 CE0576  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0576  HISTORY     - 1962     GOOD             CGS
 CE0576  HISTORY     - 1962     GOOD             CGS
 CE0576  HISTORY     - 1980     GOOD             NGS
 CE0576  HISTORY     - 19951228 GOOD             USPSQD
 CE0576  HISTORY     - 20050401 GOOD             USPSQD
 CE0576
 CE0576                          STATION DESCRIPTION
 CE0576
 CE0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JJC)
 CE0576'NO PREVIOUS DESCRIPTION.
 CE0576'
 CE0576'THE STATION IS THE CENTER TOP OF BELL TOWER ON THE SOUTH SIDE
 CE0576'OF MAIN BUILDING AND CHAPEL OF LORETTA COLLEGE LOCATED IN THE
 CE0576'EAST SECTION OF EL PASO AND SOUTH OF TROWBRIDEGE STREET.
 CE0576
 CE0576                          STATION RECOVERY (1962)
 CE0576
 CE0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 CE0576'NO PREVIOUS DESCRIPTION.
 CE0576'
 CE0576'THE STATION IS THE CUPOLA ATOP THE SQUARE STONE TOWER WHICH
 CE0576'IS AT THE SOUTH CORNER OF THE CHAPEL AT LORETTO COLLEGE.
 CE0576'
 CE0576'LORETTO COLLEGE IS A CATHOLIC SCHOOL IN THE NE SECTION OF EL PASO,
 CE0576'JUST SOUTH OF FORT BLISS.  THE COLLEGE IS ON TROWBRIDGE ST. IN
 CE0576'THE NINTH BLOCK EAST OF PERSHING DRIVE AND ON THE SOUTH SIDE
 CE0576'OF TROWBRIDGE ST.
 CE0576
 CE0576                          STATION RECOVERY (1980)
 CE0576
 CE0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0576'THE STATION WAS RECOVERED AS DESCRIBED.
 CE0576'THE STATION, EL PASO LORETTO COLLEGE CUPOLA, IS THE
 CE0576'BALL AT THE BASE OF CROSS ATOP A CUPOLA AT THE SOUTH CORNER
 CE0576'OF A CHAPEL.
 CE0576'
 CE0576'THE STATION IS LOCATED AT 1300 HARDAWAY STREET.
 CE0576'OWNERSHIP--LORETTO ACADEMY, 1300 HARDAWAY STREET, EL PASO, TX
 CE0576'79903, TELEPHONE NUMBER 915-566-9413.
 CE0576
 CE0576                          STATION RECOVERY (1995)
 CE0576
 CE0576'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0576'RECOVERED IN GOOD CONDITION.
 CE0576
 CE0576                          STATION RECOVERY (2005)
 CE0576
 CE0576'RECOVERY NOTE BY US POWER SQUADRON 2005
 CE0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0626 ***********************************************************************
 CE0626  DESIGNATION -  EL PASO MTN BELL MICROWAVE
 CE0626  PID         -  CE0626
 CE0626  STATE/COUNTY-  TX/EL PASO
 CE0626  USGS QUAD   -  EL PASO (1997)
 CE0626
 CE0626                         *CURRENT SURVEY CONTROL
 CE0626  ___________________________________________________________________
 CE0626* NAD 83(1993)-  31 47 42.37536(N)    106 29 39.83824(W)     ADJUSTED  
 CE0626* NAVD 88     -                                                        
 CE0626  ___________________________________________________________________
 CE0626  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 CE0626  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0626
 CE0626  HORZ ORDER  -  THIRD
 CE0626
 CE0626.The horizontal coordinates were established by classical geodetic methods
 CE0626.and adjusted by the National Geodetic Survey in February 1996..
 CE0626
 CE0626
 CE0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0626
 CE0626.The geoid height was determined by GEOID03.
 CE0626
 CE0626;                    North         East     Units Scale Factor Converg.
 CE0626;SPC TX C     - 3,252,110.378   116,841.945   MT  0.99997749   -3 10 23.9
 CE0626;SPC TX C     -10,669,632.13    383,338.95   sFT  0.99997749   -3 10 23.9
 CE0626;UTM  13      - 3,518,697.138   358,525.792   MT  0.99984685   -0 47 15.0
 CE0626
 CE0626                          SUPERSEDED SURVEY CONTROL
 CE0626
 CE0626  NAD 83(1993)-  31 47 42.37575(N)    106 29 39.83768(W) AD(       ) 4
 CE0626  NAD 83(1986)-  31 47 42.37750(N)    106 29 39.83674(W) AD(       ) 4
 CE0626  NAD 27      -  31 47 41.98917(N)    106 29 37.88227(W) AD(       ) 3
 CE0626
 CE0626.Superseded values are not recommended for survey control.
 CE0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0626.See file dsdata.txt to determine how the superseded data were derived.
 CE0626
 CE0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5852618697(NAD 83)
 CE0626_MARKER: 45 = MICROWAVE TOWER
 CE0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0626+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CE0626
 CE0626  HISTORY     - Date     Condition        Report By
 CE0626  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0626  HISTORY     - 20050401 GOOD             USPSQD
 CE0626
 CE0626                          STATION DESCRIPTION
 CE0626
 CE0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0626'THE STATION, EL PASO MOUNTAIN BELL MICROWAVE, IS A RED
 CE0626'LIGHT, NOT CENTER, ATOP A SKELETON STEEL TOWER RED AND
 CE0626'WHITE IN COLOR WHICH IS SUPPORTED BY FOUR TRUSS-WORK LEGS
 CE0626'AND IS 36.6 METERS IN HEIGHT.
 CE0626'
 CE0626'THE STATION IS LOCATED ABOUT 4 KM (2-1/2 MI) NORTH FROM
 CE0626'DOWNTOWN EL PASO AND ON TOP OF CRAZY CAT MOUNTAIN IN THE
 CE0626'FRANKLIN MOUNTAIN RANGE.
 CE0626'OWNERSHIP--MOUNTAIN BELL TELEPHONE COMPANY.
 CE0626
 CE0626                          STATION RECOVERY (2005)
 CE0626
 CE0626'RECOVERY NOTE BY US POWER SQUADRON 2005
 CE0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0543 ***********************************************************************
 CE0543  DESIGNATION -  EL PASO MUN APT CONTROL TOWER
 CE0543  PID         -  CE0543
 CE0543  STATE/COUNTY-  TX/EL PASO
 CE0543  USGS QUAD   -  EL PASO (1997)
 CE0543
 CE0543                         *CURRENT SURVEY CONTROL
 CE0543  ___________________________________________________________________
 CE0543* NAD 83(1993)-  31 47 58.40883(N)    106 23 44.76303(W)     ADJUSTED  
 CE0543* NAVD 88     -                                                        
 CE0543  ___________________________________________________________________
 CE0543  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 CE0543  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0543
 CE0543  HORZ ORDER  -  THIRD
 CE0543
 CE0543.This mark is at El Paso Intl (ELP) Airport (ELP)
 CE0543
 CE0543.The horizontal coordinates were established by classical geodetic methods
 CE0543.and adjusted by the National Geodetic Survey in February 1996..
 CE0543
 CE0543
 CE0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0543
 CE0543.The geoid height was determined by GEOID03.
 CE0543
 CE0543;                    North         East     Units Scale Factor Converg.
 CE0543;SPC TX C     - 3,252,090.557   126,195.254   MT  0.99997857   -3 07 21.0
 CE0543;SPC TX C     -10,669,567.10    414,025.60   sFT  0.99997857   -3 07 21.0
 CE0543;UTM  13      - 3,519,066.731   367,870.440   MT  0.99981531   -0 44 08.2
 CE0543
 CE0543                          SUPERSEDED SURVEY CONTROL
 CE0543
 CE0543  NAD 83(1993)-  31 47 58.41062(N)    106 23 44.76198(W) AD(       ) 4
 CE0543  NAD 83(1986)-  31 47 58.41188(N)    106 23 44.76092(W) AD(       ) 4
 CE0543  NAD 27      -  31 47 58.01800(N)    106 23 42.81300(W) AD(       ) 3
 CE0543
 CE0543.Superseded values are not recommended for survey control.
 CE0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0543.See file dsdata.txt to determine how the superseded data were derived.
 CE0543
 CE0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6787019067(NAD 83)
 CE0543_MARKER: 58 = CONTROL TOWER
 CE0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0543+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CE0543
 CE0543  HISTORY     - Date     Condition        Report By
 CE0543  HISTORY     - 1943     FIRST OBSERVED   CGS
 CE0543  HISTORY     - 1954     GOOD             AMS
 CE0543  HISTORY     - 1967     GOOD             CGS
 CE0543  HISTORY     - 19970914 GOOD             USPSQD
 CE0543  HISTORY     - 20050401 GOOD             USPSQD
 CE0543
 CE0543                          STATION DESCRIPTION
 CE0543
 CE0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0543'STATION IS THE CONTROL TOWER OF THE EL PASO MUNICIPAL AIRPORT,
 CE0543'WHICH IS ABOUT 6 MILES ENE OF THE CITY.  THE ARMY IS NOW IN
 CE0543'CONTROL OF THE AIRPORT.
 CE0543'
 CE0543'THE CONTROL TOWER IS ON THE N SIDE, AND PART OF, THE MAIN
 CE0543'BUILDING, ON THE S SIDE OF THE LANDING FIELD.  THE LOWER PART
 CE0543'OF THE TOWER IS FINISHED IN ROCK, UP TO THE LEVEL OF THE TOP
 CE0543'OF THE MAIN BUILDING, AND THE UPPER PART IS STUCCO.  THE
 CE0543'OBSERVATION ROOM IS ENCLOSED IN GREEN GLASS, WITH A WALKWAY AND
 CE0543'RAIL AROUND THE OUTSIDE.  THE TOP OF THE TOWER IS DOME-SHAPED,
 CE0543'WITH A WEATHER VANE ON TOP OF THE CENTER.  THIS WEATHER VANE
 CE0543'MARKS THE STATION CENTER.
 CE0543
 CE0543                          STATION RECOVERY (1954)
 CE0543
 CE0543'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0543'THIS STATION WAS RECOVERED AS DESCRIBED.  IT IS THE WEATHER
 CE0543'VANE ON TOP OF THE CONTROL TOWER.
 CE0543
 CE0543                          STATION RECOVERY (1967)
 CE0543
 CE0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 CE0543'THIS STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT
 CE0543'THE WEATHER VANE IS NO LONGER ON THE TOWER.  THE POLE THAT
 CE0543'THE WEATHER VANE WAS ON, IS STILL LOCATED AT THE CENTER OF
 CE0543'THE CONTROL TOWER.  THERE ARE TWO OBSTRUCTION LIGHTS MOUNTED
 CE0543'ON THE POLE BUT ARE OFF CENTER.
 CE0543
 CE0543                          STATION RECOVERY (1997)
 CE0543
 CE0543'RECOVERY NOTE BY US POWER SQUADRON 1997
 CE0543'RECOVERED IN GOOD CONDITION.
 CE0543
 CE0543                          STATION RECOVERY (2005)
 CE0543
 CE0543'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0597 ***********************************************************************
 CE0597  DESIGNATION -  EL PASO NAT GAS NO 3 TANK
 CE0597  PID         -  CE0597
 CE0597  STATE/COUNTY-  TX/EL PASO
 CE0597  USGS QUAD   -  EL PASO (1997)
 CE0597
 CE0597                         *CURRENT SURVEY CONTROL
 CE0597  ___________________________________________________________________
 CE0597* NAD 83(1993)-  31 51 39.27005(N)    106 24 48.00346(W)     ADJUSTED  
 CE0597* NAVD 88     -                                                        
 CE0597  ___________________________________________________________________
 CE0597  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 CE0597  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CE0597
 CE0597  HORZ ORDER  -  THIRD
 CE0597
 CE0597.The horizontal coordinates were established by classical geodetic methods
 CE0597.and adjusted by the National Geodetic Survey in February 1996..
 CE0597
 CE0597
 CE0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0597
 CE0597.The geoid height was determined by GEOID03.
 CE0597
 CE0597;                    North         East     Units Scale Factor Converg.
 CE0597;SPC TX C     - 3,258,973.811   124,905.847   MT  0.99999405   -3 07 53.6
 CE0597;SPC TX C     -10,692,149.91    409,795.27   sFT  0.99999405   -3 07 53.6
 CE0597;UTM  13      - 3,525,889.184   366,295.836   MT  0.99982047   -0 44 46.1
 CE0597
 CE0597                          SUPERSEDED SURVEY CONTROL
 CE0597
 CE0597  NAD 83(1993)-  31 51 39.27135(N)    106 24 48.00322(W) AD(       ) 4
 CE0597  NAD 83(1986)-  31 51 39.27323(N)    106 24 48.00123(W) AD(       ) 4
 CE0597  NAD 27      -  31 51 38.89004(N)    106 24 46.05167(W) AD(       ) 3
 CE0597
 CE0597.Superseded values are not recommended for survey control.
 CE0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0597.See file dsdata.txt to determine how the superseded data were derived.
 CE0597
 CE0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6629625889(NAD 83)
 CE0597_MARKER: 53 = ELEVATED TANK
 CE0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0597
 CE0597  HISTORY     - Date     Condition        Report By
 CE0597  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0597
 CE0597                          STATION DESCRIPTION
 CE0597
 CE0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0597'THE STATION, EL PASO NATURAL GAS NUMBER 3 TANK, IS THE BALL
 CE0597'TOP CENTER, OF A CONICAL SHAPED TOP, A CYLINDRICAL BODY, AND
 CE0597'HEMISPHERICAL BOTTOM ELEVATED WATER TANK.  IT HAS FOUR TRUSS
 CE0597'WORK LEGS, IS WHITE IN COLOR AND IS 36.6 METERS IN HEIGHT.
 CE0597'
 CE0597'THE STATION IS LOCATED ABOUT 13.7 KM (8-1/2 MI) NORTHEAST
 CE0597'OF EL PASO AND 33.5 METERS (110 FEET) NORTHWEST OF RAILROAD
 CE0597'STREET.
 CE0597'OWNERSHIP--EL PASO NATURAL GAS COMPANY, EL PASO NATURAL
 CE0597'GAS COMPANY BUILDING, EL PASO, TX 79901, TELEPHONE NUMBER
 CE0597'915-543-2600.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0547 ***********************************************************************
 CE0547  DESIGNATION -  EL PASO NAT GAS STA 3 WATER TK
 CE0547  PID         -  CE0547
 CE0547  STATE/COUNTY-  TX/EL PASO
 CE0547  USGS QUAD   -  EL PASO (1997)
 CE0547
 CE0547                         *CURRENT SURVEY CONTROL
 CE0547  ___________________________________________________________________
 CE0547* NAD 83(1993)-  31 51 42.64340(N)    106 24 46.40764(W)     ADJUSTED  
 CE0547* NAVD 88     -                                                        
 CE0547  ___________________________________________________________________
 CE0547  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 CE0547  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CE0547
 CE0547  HORZ ORDER  -  THIRD
 CE0547
 CE0547.The horizontal coordinates were established by classical geodetic methods
 CE0547.and adjusted by the National Geodetic Survey in February 1996..
 CE0547
 CE0547
 CE0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0547
 CE0547.The geoid height was determined by GEOID03.
 CE0547
 CE0547;                    North         East     Units Scale Factor Converg.
 CE0547;SPC TX C     - 3,259,075.267   124,953.410   MT  0.99999430   -3 07 52.8
 CE0547;SPC TX C     -10,692,482.77    409,951.31   sFT  0.99999430   -3 07 52.8
 CE0547;UTM  13      - 3,525,992.513   366,339.128   MT  0.99982033   -0 44 45.4
 CE0547
 CE0547                          SUPERSEDED SURVEY CONTROL
 CE0547
 CE0547  NAD 83(1993)-  31 51 42.64475(N)    106 24 46.40735(W) AD(       ) 4
 CE0547  NAD 83(1986)-  31 51 42.64617(N)    106 24 46.40565(W) AD(       ) 4
 CE0547  NAD 27      -  31 51 42.26200(N)    106 24 44.45500(W) AD(       ) 3
 CE0547
 CE0547.Superseded values are not recommended for survey control.
 CE0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0547.See file dsdata.txt to determine how the superseded data were derived.
 CE0547
 CE0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6633925993(NAD 83)
 CE0547_MARKER: 51 = TANK
 CE0547
 CE0547  HISTORY     - Date     Condition        Report By
 CE0547  HISTORY     - 1943     FIRST OBSERVED   CGS
 CE0547  HISTORY     - 1954     GOOD             AMS
 CE0547  HISTORY     - 1962     GOOD             CGS
 CE0547  HISTORY     - 1962     GOOD             CGS
 CE0547  HISTORY     - 1967     GOOD             CGS
 CE0547
 CE0547                          STATION DESCRIPTION
 CE0547
 CE0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0547'STATION IS THE CENTER OF THE TANK, ESTABLISHED BY INTERSECTION.
 CE0547'IT IS LOCATED ABOUT 10 MILES, AIRLINE, NE OF EL PASO, AND N
 CE0547'OF FORT BLISS.  ABOUT 1-1/2 MILES SE OF U.S. HIGHWAY 54.
 CE0547'
 CE0547'THE TANK IS LOCATED AT STATION 3 OF THE EL PASO NATURAL GAS
 CE0547'COMPANY, 29.1 FEET NW OF THE S ONE OF TWO WATER CONDENSERS,
 CE0547'28.5 FEET SW OF THE N CONDENSER, 6 FEET E OF A LARGE MACHINE
 CE0547'HOUSE, 98.7 FEET W OF A FENCE ALONG A N-S ROAD.  THE TANK IS
 CE0547'A METAL TANK ON A STEEL FRAME, 65 FEET HIGH OVERALL, WITH A
 CE0547'DIAMETER OF 20 FEET.
 CE0547
 CE0547                          STATION RECOVERY (1954)
 CE0547
 CE0547'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0547'THE STATION, AN ALUMINUM-COLORED WATER TANK LOCATED AT EL PASO
 CE0547'NATURAL GAS CO. NO. 3 PLANT, WAS RECOVERED AS DESCRIBED IN
 CE0547'GOOD CONDITION.  THIS TANK IS THE MORE N ONE OF TWO AND THE
 CE0547'SHORTER ONE OF THE TWO.  IT HAS THE LETTERS EL PASO NATURAL
 CE0547'GAS CO. STATION NO. 3 PRINTED ON THE N AND S SIDES OF THE TANK
 CE0547'WITH BLACK LETTERS.  TANK IS 20 FT. IN DIAMETER.
 CE0547
 CE0547                          STATION RECOVERY (1962)
 CE0547
 CE0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 CE0547'RECOVERED IN GOOD CONDITION AS DESCRIBED BY A.M.S., 1954
 CE0547'WITH THE FOLLOWING EXCEPTION--BOTH TANKS ARE NOW PAINTED WHITE.
 CE0547
 CE0547                          STATION RECOVERY (1962)
 CE0547
 CE0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 CE0547'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION SHOULD
 CE0547'NOT BE CONFUSED WITH A TALLER TANK APPROXIMATELY 75 YARDS TO
 CE0547'THE SOUTH OF THE STATION.
 CE0547
 CE0547                          STATION RECOVERY (1967)
 CE0547
 CE0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 CE0547'THIS STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0633 ***********************************************************************
 CE0633  DESIGNATION -  EL PASO NATURAL GAS COMPANY TANK
 CE0633  PID         -  CE0633
 CE0633  STATE/COUNTY-  TX/EL PASO
 CE0633  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0633
 CE0633                         *CURRENT SURVEY CONTROL
 CE0633  ___________________________________________________________________
 CE0633* NAD 83(1993)-  31 58 11.87636(N)    106 23 52.14973(W)     ADJUSTED  
 CE0633* NAVD 88     -                                                        
 CE0633  ___________________________________________________________________
 CE0633  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 CE0633  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CE0633
 CE0633  HORZ ORDER  -  THIRD
 CE0633
 CE0633.The horizontal coordinates were established by classical geodetic methods
 CE0633.and adjusted by the National Geodetic Survey in February 1996..
 CE0633
 CE0633
 CE0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0633
 CE0633.The geoid height was determined by GEOID03.
 CE0633
 CE0633;                    North         East     Units Scale Factor Converg.
 CE0633;SPC TX C     - 3,270,968.702   127,030.854   MT  1.00002442   -3 07 24.8
 CE0633;SPC TX C     -10,731,503.15    416,767.06   sFT  1.00002442   -3 07 24.8
 CE0633;SPC NM C     -   107,546.494   486,028.922   MT  0.99990241   -0 04 41.8
 CE0633;SPC NM C     -   352,842.12  1,594,579.89   sFT  0.99990241   -0 04 41.8
 CE0633;UTM  13      - 3,537,959.789   367,919.668   MT  0.99981515   -0 44 24.8
 CE0633
 CE0633                          SUPERSEDED SURVEY CONTROL
 CE0633
 CE0633  NAD 83(1993)-  31 58 11.87720(N)    106 23 52.14996(W) AD(       ) 4
 CE0633  NAD 83(1986)-  31 58 11.87999(N)    106 23 52.14742(W) AD(       ) 4
 CE0633  NAD 27      -  31 58 11.50407(N)    106 23 50.19801(W) AD(       ) 3
 CE0633
 CE0633.Superseded values are not recommended for survey control.
 CE0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0633.See file dsdata.txt to determine how the superseded data were derived.
 CE0633
 CE0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6792037960(NAD 83)
 CE0633_MARKER: 53 = ELEVATED TANK
 CE0633
 CE0633  HISTORY     - Date     Condition        Report By
 CE0633  HISTORY     - 1969     FIRST OBSERVED   CGS
 CE0633  HISTORY     - 1980     GOOD             NGS
 CE0633
 CE0633                          STATION DESCRIPTION
 CE0633
 CE0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CE0633'THE STATION IS THE RED LIGHT ATOP THE EL PASO NATURAL GAS COMPANY
 CE0633'WATER TANK AND IS LOCATED ABOUT 15 MILES NORTH OF THE CENTER OF
 CE0633'EL PASO, 5 MILES WEST-SOUTHWEST OF NEWMAN AND 2 MILES SOUTH OF THE
 CE0633'TEXAS-NEW MEXICO STATE LINE.  THE TANK IS CYLINDRICAL IN SHAPE
 CE0633'AND SUPPORTED BY FOUR LEGS.  IT IS 75 FEET IN HEIGHT.
 CE0633
 CE0633                          STATION RECOVERY (1980)
 CE0633
 CE0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0633'THE STATION, EL PASO NATURAL GAS COMPANY TANK, IS THE BALL
 CE0633'ON THE TOP CENTER OF A CYLINDRICAL BODY, CONICAL SHAPED
 CE0633'TOP, WHITE COLORED WATER TANK SUPPORTED BY FOUR TRUSS-WORK
 CE0633'LEGS AND IS 36.6 METERS IN HEIGHT.
 CE0633'
 CE0633'THE STATION IS LOCATED ABOUT 2.4 KM (1-1/2 MI) NORTH-NORTHEAST
 CE0633'FROM DOWNTOWN EL PASO, AT THE EL PASO NATURAL GAS COMPANY
 CE0633'PLANT COMPLEX AND 50.3 METERS SOUTH OF A PAVED STREET.
 CE0633'OWNERSHIP--EL PASO NATURAL GAS COMPANY, EL PASO NATURAL
 CE0633'GAS COMPANY BUILDING, EL PASO, TX 79901, TELEPHONE
 CE0633'NUMBER 915-543-2600.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0794 ***********************************************************************
 CC0794  DESIGNATION -  EL PASO NATURAL GAS AERIAL TWR
 CC0794  PID         -  CC0794
 CC0794  STATE/COUNTY-  TX/LOVING
 CC0794  USGS QUAD   -  CHEYENNE DRAW SW (1969)
 CC0794
 CC0794                         *CURRENT SURVEY CONTROL
 CC0794  ___________________________________________________________________
 CC0794* NAD 83(1993)-  31 46 46.19454(N)    103 25 14.90004(W)     ADJUSTED  
 CC0794* NAVD 88     -                                                        
 CC0794  ___________________________________________________________________
 CC0794  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 CC0794  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 CC0794
 CC0794  HORZ ORDER  -  THIRD
 CC0794
 CC0794.The horizontal coordinates were established by classical geodetic methods
 CC0794.and adjusted by the National Geodetic Survey in February 1996..
 CC0794
 CC0794
 CC0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0794
 CC0794.The geoid height was determined by GEOID03.
 CC0794
 CC0794;                    North         East     Units Scale Factor Converg.
 CC0794;SPC TX C     - 3,238,284.791   407,604.227   MT  0.99997376   -1 35 24.8
 CC0794;SPC TX C     -10,624,272.69  1,337,281.53   sFT  0.99997376   -1 35 24.8
 CC0794;UTM  13      - 3,517,080.604   649,527.721   MT  0.99987575   +0 49 54.6
 CC0794
 CC0794                          SUPERSEDED SURVEY CONTROL
 CC0794
 CC0794  NAD 83(1993)-  31 46 46.19620(N)    103 25 14.89644(W) AD(       ) 4
 CC0794  NAD 83(1986)-  31 46 46.19642(N)    103 25 14.89738(W) AD(       ) 4
 CC0794  NAD 27      -  31 46 45.72422(N)    103 25 13.26199(W) AD(       ) 3
 CC0794
 CC0794.Superseded values are not recommended for survey control.
 CC0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0794.See file dsdata.txt to determine how the superseded data were derived.
 CC0794
 CC0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR4952817081(NAD 83)
 CC0794_MARKER: 55 = TOWER
 CC0794
 CC0794  HISTORY     - Date     Condition        Report By
 CC0794  HISTORY     - 1969     FIRST OBSERVED   USGS
 CC0794
 CC0794                          STATION DESCRIPTION
 CC0794
 CC0794'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (EGE)
 CC0794'STATION IS LOCATED NORTH 66 DEG EAST ABOUT 12 MILES AIRLINE
 CC0794'FROM MENTONE.  SOUTH 73 DEG WEST ABOUT 19 MILES AIRLINE FROM
 CC0794'KERMIT.  ABOUT 0.5 MILE NORTH OF STATE HIGHWAY 302.  500
 CC0794'FEET SOUTH OF THE SHELL OIL COMPANY PUMPING STATION, ON AN
 CC0794'EAST-WEST PIPELINE AND ONE FOOT NORTH OF A SMALL WHITE BUILDING.
 CC0794'
 CC0794'MAST IS RED AND WHITE SECTIONS, 220 FEET HIGH.  POINT
 CC0794'INTERSECTED WAS THE CENTER OF THE MAST OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0567 ***********************************************************************
 CE0567  DESIGNATION -  EL PASO NICHOLS COPPER CO STK
 CE0567  PID         -  CE0567
 CE0567  STATE/COUNTY-  TX/EL PASO
 CE0567  USGS QUAD   -  EL PASO (1997)
 CE0567
 CE0567                         *CURRENT SURVEY CONTROL
 CE0567  ___________________________________________________________________
 CE0567* NAD 83(1993)-  31 45 46.75839(N)    106 23 20.22589(W)     ADJUSTED  
 CE0567* NAVD 88     -                                                        
 CE0567  ___________________________________________________________________
 CE0567  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CE0567  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0567
 CE0567  HORZ ORDER  -  THIRD
 CE0567
 CE0567.The horizontal coordinates were established by classical geodetic methods
 CE0567.and adjusted by the National Geodetic Survey in February 1996..
 CE0567
 CE0567
 CE0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0567
 CE0567.The geoid height was determined by GEOID03.
 CE0567
 CE0567;                    North         East     Units Scale Factor Converg.
 CE0567;SPC TX C     - 3,248,006.588   126,619.110   MT  0.99996989   -3 07 08.4
 CE0567;SPC TX C     -10,656,168.28    415,416.20   sFT  0.99996989   -3 07 08.4
 CE0567;UTM  13      - 3,515,004.611   368,463.950   MT  0.99981339   -0 43 52.5
 CE0567
 CE0567                          SUPERSEDED SURVEY CONTROL
 CE0567
 CE0567  NAD 83(1993)-  31 45 46.76024(N)    106 23 20.22414(W) AD(       ) 4
 CE0567  NAD 83(1986)-  31 45 46.76150(N)    106 23 20.22391(W) AD(       ) 4
 CE0567  NAD 27      -  31 45 46.37200(N)    106 23 18.28200(W) AD(       ) 3
 CE0567
 CE0567.Superseded values are not recommended for survey control.
 CE0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0567.See file dsdata.txt to determine how the superseded data were derived.
 CE0567
 CE0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6846415005(NAD 83)
 CE0567_MARKER: 85 = CHIMNEY
 CE0567
 CE0567  HISTORY     - Date     Condition        Report By
 CE0567  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0567  HISTORY     - 1943     GOOD             CGS
 CE0567  HISTORY     - 1954     GOOD             AMS
 CE0567  HISTORY     - 1962     GOOD             CGS
 CE0567  HISTORY     - 1967     GOOD             CGS
 CE0567  HISTORY     - 1975     GOOD             NGS
 CE0567  HISTORY     - 1980     GOOD             NGS
 CE0567
 CE0567                          STATION DESCRIPTION
 CE0567
 CE0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0567'STATION IS THE CENTER OF THE TALL, RED CHIMNEY AT THE NICHOLS
 CE0567'COPPER COMPANY, LOCATED ABOUT 6 MILES E OF EL PASO CITY CENTER,
 CE0567'ABOUT 1/2 MILE N OF U.S. HIGHWAY 80, AND ABOUT 1/2 MILE E OF
 CE0567'THE GRAY AND LOWER CHIMNEY OF THE STANDARD OIL COMPANY.
 CE0567'
 CE0567'THE CHIMNEY IS THE TALLEST ONE IN EL PASO, VISIBLE OVER A LARGE
 CE0567'AREA.  IT IS AT THE NICHOLS COPPER COMPANY PLANT, AT THE E END
 CE0567'OF THE BUILDING, AND ABOUT 100 FEET SW OF A SQUAT SILVER WATER
 CE0567'TANK.
 CE0567'
 CE0567'AN EFFORT WAS MADE TO OBTAIN A PASS TO THE PLANT TO GET A
 CE0567'CLOSER DESCRIPTION, BUT THIS FAILED.  HOWEVER, THE CHIMNEY IS
 CE0567'EASILY IDENTIFIED BY ITS HEIGHT, THE PALE RED COLOR, AND THE
 CE0567'LETTERS NICHOLS COPPER CO ON THE S SIDE.
 CE0567
 CE0567                          STATION RECOVERY (1954)
 CE0567
 CE0567'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0567'THE STATION, A TALL RED-BRICK CHIMNEY AT THE NICHOLS COPPER
 CE0567'COMPANY, WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CE0567
 CE0567                          STATION RECOVERY (1962)
 CE0567
 CE0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 CE0567'THE STATION WAS RECOVERED AS DESCRIBED.  THE STACK IS NOW OWNED
 CE0567'BY THE PHELPS DODGE COPPER COMPANY.
 CE0567
 CE0567                          STATION RECOVERY (1967)
 CE0567
 CE0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 CE0567'THIS STATION WAS RECOVERED AS DESCRIBED.
 CE0567
 CE0567                          STATION RECOVERY (1975)
 CE0567
 CE0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 CE0567'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 CE0567'QUAD. BOOK 311061 STATION 1064.
 CE0567'
 CE0567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EL PASO
 CE0567
 CE0567                          STATION RECOVERY (1980)
 CE0567
 CE0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0567'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 CE0567'IN THE 1967 DATA.
 CE0567'THE STATION, EL PASO NICHOLS COPPER COMPANY STACK, IS THE
 CE0567'TOP CENTER OF A TALL CYLINDRICAL SHAPED STRUCTURE RED IN
 CE0567'COLOR.
 CE0567'
 CE0567'THE STATION IS LOCATED AT THE PHELPS DODGE COPPER
 CE0567'COMPANY.
 CE0567'OWNERSHIP--PHELPS DODGE INDUSTRIES INCORPORATED,
 CE0567'COPPER PRODUCTS DIVISION,
 CE0567'897 HAWKINS BOULEVARD, EL PASO, TX,
 CE0567'TELEPHONE NUMBER 915-778-7546.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0574 ***********************************************************************
 CE0574  DESIGNATION -  EL PASO ORANGE STACK
 CE0574  PID         -  CE0574
 CE0574  STATE/COUNTY-  TX/EL PASO
 CE0574  USGS QUAD   -  EL PASO (1997)
 CE0574
 CE0574                         *CURRENT SURVEY CONTROL
 CE0574  ___________________________________________________________________
 CE0574* NAD 83(1993)-  31 46 07.58237(N)    106 26 43.17210(W)     ADJUSTED  
 CE0574* NAVD 88     -                                                        
 CE0574  ___________________________________________________________________
 CE0574  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 CE0574  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CE0574
 CE0574  HORZ ORDER  -  THIRD
 CE0574
 CE0574.The horizontal coordinates were established by classical geodetic methods
 CE0574.and adjusted by the National Geodetic Survey in February 1996..
 CE0574
 CE0574
 CE0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0574
 CE0574.The geoid height was determined by GEOID03.
 CE0574
 CE0574;                    North         East     Units Scale Factor Converg.
 CE0574;SPC TX C     - 3,248,938.920   121,321.869   MT  0.99997123   -3 08 52.9
 CE0574;SPC TX C     -10,659,227.11    398,036.83   sFT  0.99997123   -3 08 52.9
 CE0574;UTM  13      - 3,515,715.371   363,133.261   MT  0.99983103   -0 45 39.9
 CE0574
 CE0574                          SUPERSEDED SURVEY CONTROL
 CE0574
 CE0574  NAD 83(1993)-  31 46 07.58380(N)    106 26 43.17065(W) AD(       ) 4
 CE0574  NAD 83(1986)-  31 46 07.58498(N)    106 26 43.16975(W) AD(       ) 4
 CE0574  NAD 27      -  31 46 07.19000(N)    106 26 41.22000(W) AD(       ) 3
 CE0574
 CE0574.Superseded values are not recommended for survey control.
 CE0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0574.See file dsdata.txt to determine how the superseded data were derived.
 CE0574
 CE0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6313315715(NAD 83)
 CE0574_MARKER: 63 = STACK
 CE0574
 CE0574  HISTORY     - Date     Condition        Report By
 CE0574  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0574
 CE0574                          STATION DESCRIPTION
 CE0574
 CE0574'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0544 ***********************************************************************
 CE0544  DESIGNATION -  EL PASO PASOTEX REFINERY STK
 CE0544  PID         -  CE0544
 CE0544  STATE/COUNTY-  TX/EL PASO
 CE0544  USGS QUAD   -  EL PASO (1997)
 CE0544
 CE0544                         *CURRENT SURVEY CONTROL
 CE0544  ___________________________________________________________________
 CE0544* NAD 83(1993)-  31 46 04.02968(N)    106 23 45.65629(W)     ADJUSTED  
 CE0544* NAVD 88     -                                                        
 CE0544  ___________________________________________________________________
 CE0544  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CE0544  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0544
 CE0544  HORZ ORDER  -  THIRD
 CE0544
 CE0544.The horizontal coordinates were established by classical geodetic methods
 CE0544.and adjusted by the National Geodetic Survey in February 1996..
 CE0544
 CE0544
 CE0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0544
 CE0544.The geoid height was determined by GEOID03.
 CE0544
 CE0544;                    North         East     Units Scale Factor Converg.
 CE0544;SPC TX C     - 3,248,574.183   125,979.889   MT  0.99997100   -3 07 21.5
 CE0544;SPC TX C     -10,658,030.47    413,319.02   sFT  0.99997100   -3 07 21.5
 CE0544;UTM  13      - 3,515,544.998   367,801.741   MT  0.99981554   -0 44 06.3
 CE0544
 CE0544                          SUPERSEDED SURVEY CONTROL
 CE0544
 CE0544  NAD 83(1993)-  31 46 04.03045(N)    106 23 45.65521(W) AD(       ) 4
 CE0544  NAD 83(1986)-  31 46 04.03167(N)    106 23 45.65495(W) AD(       ) 4
 CE0544  NAD 27      -  31 46 03.64000(N)    106 23 43.70200(W) AD(       ) 3
 CE0544
 CE0544.Superseded values are not recommended for survey control.
 CE0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0544.See file dsdata.txt to determine how the superseded data were derived.
 CE0544
 CE0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6780215545(NAD 83)
 CE0544_MARKER: 63 = STACK
 CE0544
 CE0544  HISTORY     - Date     Condition        Report By
 CE0544  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0544
 CE0544                          STATION DESCRIPTION
 CE0544
 CE0544'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0534 ***********************************************************************
 CE0534  DESIGNATION -  EL PASO PEBBLE HILLS MUN TANK
 CE0534  PID         -  CE0534
 CE0534  STATE/COUNTY-  TX/EL PASO
 CE0534  USGS QUAD   -  FORT BLISS SE (1994)
 CE0534
 CE0534                         *CURRENT SURVEY CONTROL
 CE0534  ___________________________________________________________________
 CE0534* NAD 83(1993)-  31 45 55.00813(N)    106 17 50.23901(W)     ADJUSTED  
 CE0534* NAVD 88     -                                                        
 CE0534  ___________________________________________________________________
 CE0534  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 CE0534  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CE0534
 CE0534  HORZ ORDER  -  THIRD
 CE0534
 CE0534.The horizontal coordinates were established by classical geodetic methods
 CE0534.and adjusted by the National Geodetic Survey in February 1996..
 CE0534
 CE0534
 CE0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0534
 CE0534.The geoid height was determined by GEOID03.
 CE0534
 CE0534;                    North         East     Units Scale Factor Converg.
 CE0534;SPC TX C     - 3,247,791.418   135,303.529   MT  0.99997042   -3 04 18.4
 CE0534;SPC TX C     -10,655,462.34    443,908.33   sFT  0.99997042   -3 04 18.4
 CE0534;UTM  13      - 3,515,151.489   377,148.310   MT  0.99978614   -0 40 58.9
 CE0534
 CE0534                          SUPERSEDED SURVEY CONTROL
 CE0534
 CE0534  NAD 83(1993)-  31 45 55.01134(N)    106 17 50.23714(W) AD(       ) 4
 CE0534  NAD 83(1986)-  31 45 55.01214(N)    106 17 50.23767(W) AD(       ) 4
 CE0534  NAD 27      -  31 45 54.61769(N)    106 17 48.30442(W) AD(       ) 3
 CE0534
 CE0534.Superseded values are not recommended for survey control.
 CE0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0534.See file dsdata.txt to determine how the superseded data were derived.
 CE0534
 CE0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7714815151(NAD 83)
 CE0534_MARKER: 53 = ELEVATED TANK
 CE0534
 CE0534  HISTORY     - Date     Condition        Report By
 CE0534  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0534
 CE0534                          STATION DESCRIPTION
 CE0534
 CE0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0534'THE STATION, EL PASO PEBBLE HILLS MUNICIPAL TANK, IS THE APEX
 CE0534'OF VENT OF A CYLINDRICAL BODY, UMBRELLA SHAPED TOP
 CE0534'ELEVATED WATER TANK SUPPORTED BY A CORRUGATED COLUMN.
 CE0534'IT IS LIGHT BLUE IN COLOR AND 36.6 METERS IN HEIGHT.
 CE0534'
 CE0534'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) EAST OF EL PASO,
 CE0534'5.2 KM (3.2 MI) SOUTH OF US HIGHWAY 80, 1.1 KM (0.7 MI)
 CE0534'NORTH OF ZARAGOSA ROAD AND 30 METERS (100 FEET) EAST
 CE0534'OF MONTWOOD STREET.
 CE0534'OWNERSHIP--EL PASO COUNTY WATER AUTHORITY, 1500 HORIZON,
 CE0534'EL PASO, TX 79927, TELEPHONE 915-852-3917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0573 ***********************************************************************
 CE0573  DESIGNATION -  EL PASO PRESBYTERIAN CHURCH
 CE0573  PID         -  CE0573
 CE0573  STATE/COUNTY-  TX/EL PASO
 CE0573  USGS QUAD   -  EL PASO (1997)
 CE0573
 CE0573                         *CURRENT SURVEY CONTROL
 CE0573  ___________________________________________________________________
 CE0573* NAD 83(1993)-  31 45 49.40239(N)    106 29 25.67702(W)     ADJUSTED  
 CE0573* NAVD 88     -                                                        
 CE0573  ___________________________________________________________________
 CE0573  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 CE0573  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CE0573
 CE0573  HORZ ORDER  -  THIRD
 CE0573
 CE0573.The horizontal coordinates were established by classical geodetic methods
 CE0573.and adjusted by the National Geodetic Survey in February 1996..
 CE0573
 CE0573
 CE0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0573
 CE0573.The geoid height was determined by GEOID03.
 CE0573
 CE0573;                    North         East     Units Scale Factor Converg.
 CE0573;SPC TX C     - 3,248,615.523   117,021.401   MT  0.99997006   -3 10 16.6
 CE0573;SPC TX C     -10,658,166.10    383,927.71   sFT  0.99997006   -3 10 16.6
 CE0573;UTM  13      - 3,515,213.229   358,850.558   MT  0.99984572   -0 47 05.1
 CE0573
 CE0573                          SUPERSEDED SURVEY CONTROL
 CE0573
 CE0573  NAD 83(1993)-  31 45 49.40143(N)    106 29 25.67605(W) AD(       ) 4
 CE0573  NAD 83(1986)-  31 45 49.40326(N)    106 29 25.67544(W) AD(       ) 4
 CE0573  NAD 27      -  31 45 49.00000(N)    106 29 23.71000(W) AD(       ) 3
 CE0573
 CE0573.Superseded values are not recommended for survey control.
 CE0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0573.See file dsdata.txt to determine how the superseded data were derived.
 CE0573
 CE0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5885115213(NAD 83)
 CE0573_MARKER: 82 = FINIAL
 CE0573
 CE0573  HISTORY     - Date     Condition        Report By
 CE0573  HISTORY     - 1911     FIRST OBSERVED   CGS
 CE0573  HISTORY     - 1954     GOOD             AMS
 CE0573
 CE0573                          STATION DESCRIPTION
 CE0573
 CE0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (CVH)
 CE0573'THE WOODEN FINIAL SURMOUNTING THE SQUARE BELL TOWER OVER THE
 CE0573'SE OR MAIN ENTRANCE OF THE BRICK PRESBYTERIAN CHURCH AT THE
 CE0573'CORNER OF STANTON AND BOULEVARD STREETS, EL PASO.
 CE0573
 CE0573                          STATION RECOVERY (1954)
 CE0573
 CE0573'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0573'THIS STATION (THE WOODEN FINIAL ABOVE THE BELL TOWER) WAS
 CE0573'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE FOLLOWING
 CE0573'ADDITIONS TO THE ORIGINAL DESCRIPTION--
 CE0573'
 CE0573'IT IS THE FIRST PRESBYTERIAN CHURCH, AND IS LOCATED ON THE
 CE0573'NW CORNER OF THE INTERSECTION OF NORTH STANTON STREET AND
 CE0573'YANDALL BOULEVARD.  THE BELL TOWER IS OVER THE MAIN ENTRANCE
 CE0573'TO THE CHURCH WHICH IS AT THE S SIDE OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6215 ***********************************************************************
 AB6215  DESIGNATION -  EL PASO RRP
 AB6215  PID         -  AB6215
 AB6215  STATE/COUNTY-  TX/EL PASO
 AB6215  USGS QUAD   -  EL PASO (1997)
 AB6215
 AB6215                         *CURRENT SURVEY CONTROL
 AB6215  ___________________________________________________________________
 AB6215* NAD 83(1993)-  31 46 11.14073(N)    106 24 50.10715(W)     ADJUSTED  
 AB6215* NAVD 88     -      1138.5    (meters)    3735.     (feet)  GPS OBS   
 AB6215  ___________________________________________________________________
 AB6215  X           -  -1,533,953.069 (meters)                     COMP
 AB6215  Y           -  -5,207,254.748 (meters)                     COMP
 AB6215  Z           -   3,339,340.418 (meters)                     COMP
 AB6215  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AB6215  ELLIP HEIGHT-        1114.42  (meters)          (10/24/00) GPS OBS
 AB6215  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AB6215
 AB6215  HORZ ORDER  -  B
 AB6215  ELLP ORDER  -  FOURTH    CLASS II
 AB6215
 AB6215.The horizontal coordinates were established by GPS observations
 AB6215.and adjusted by the National Geodetic Survey in August 1996..
 AB6215
 AB6215.The orthometric height was determined by GPS observations and a
 AB6215.high-resolution geoid model.
 AB6215
 AB6215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6215
 AB6215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6215
 AB6215.The ellipsoidal height was determined by GPS observations
 AB6215.and is referenced to NAD 83.
 AB6215
 AB6215.The geoid height was determined by GEOID03.
 AB6215
 AB6215;                    North         East     Units Scale Factor Converg.
 AB6215;SPC TX C     - 3,248,885.393   124,298.468   MT  0.99997147   -3 07 54.7
 AB6215;SPC TX C     -10,659,051.49    407,802.56   sFT  0.99997147   -3 07 54.7
 AB6215;UTM  13      - 3,515,785.860   366,109.074   MT  0.99982109   -0 44 40.4
 AB6215
 AB6215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6215!SPC TX C     -   0.99982504  x   0.99997147  =   0.99979652
 AB6215!UTM  13      -   0.99982504  x   0.99982109  =   0.99964616
 AB6215
 AB6215                          SUPERSEDED SURVEY CONTROL
 AB6215
 AB6215  ELLIP H (08/15/96) 1114.46   (m)                       GP(       ) 2 2
 AB6215
 AB6215.Superseded values are not recommended for survey control.
 AB6215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6215.See file dsdata.txt to determine how the superseded data were derived.
 AB6215
 AB6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6610915786(NAD 83)
 AB6215_STAMPING: UNKNOWN
 AB6215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6215+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB6215
 AB6215  HISTORY     - Date     Condition        Report By
 AB6215  HISTORY     - 1994     FIRST OBSERVED   TXHD
 AB6215
 AB6215                          STATION DESCRIPTION
 AB6215
 AB6215'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1994
 AB6215'STATION USED AS PART OF TEXAS ANA SURVEYS IN JULY 1995 AND AT THAT
 AB6215'TIME IT WAS BEING OBSERVED CONTINOUSLY BY THE TEXAS DOT.  STATION IS
 AB6215'NOT PUBLISHED IN THE NGSIDB AND WAS NOT HELD CONSTRAINED.  CHARACTER
 AB6215'OF STATION IS UNKNOWN.  NO DESCRIPTION IS AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9542 ***********************************************************************
 AF9542  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9542  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9542  DESIGNATION -  EL PASO RRP CORS ARP
 AF9542  CORS_ID     -  PASO
 AF9542  PID         -  AF9542
 AF9542  STATE/COUNTY-  TX/EL PASO
 AF9542  USGS QUAD   -  EL PASO (1997)
 AF9542
 AF9542                         *CURRENT SURVEY CONTROL
 AF9542  ___________________________________________________________________
 AF9542* NAD 83(CORS)-  31 46 11.14099(N)    106 24 50.10716(W)     ADJUSTED  
 AF9542* NAVD 88     -      1138.55   (meters)    3735.4    (feet)  GPS OBS   
 AF9542  ___________________________________________________________________
 AF9542  EPOCH DATE  -        2002.00
 AF9542  X           -  -1,533,953.046 (meters)                     COMP
 AF9542  Y           -  -5,207,254.670 (meters)                     COMP
 AF9542  Z           -   3,339,340.377 (meters)                     COMP
 AF9542  ELLIP HEIGHT-        1114.33  (meters)          (03/??/02) GPS OBS
 AF9542  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AF9542
 AF9542  HORZ ORDER  -  SPECIAL (CORS)
 AF9542  ELLP ORDER  -  SPECIAL (CORS)
 AF9542
 AF9542.ITRF positions are available for this station.
 AF9542.The coordinates were established by GPS observations
 AF9542.and adjusted by the National Geodetic Survey in March 2002..
 AF9542.The coordinates are valid at the epoch date displayed above.
 AF9542.The epoch date for horizontal control is a decimal equivalence
 AF9542.of Year/Month/Day.
 AF9542
 AF9542.The orthometric height was determined by GPS observations and a
 AF9542.high-resolution geoid model using precise GPS observation and
 AF9542.processing techniques.
 AF9542
 AF9542.The PID for the CORS L1 Phase Center is AB6383.
 AF9542
 AF9542.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9542
 AF9542.The ellipsoidal height was determined by GPS observations
 AF9542.and is referenced to NAD 83.
 AF9542
 AF9542.The geoid height was determined by GEOID03.
 AF9542
 AF9542;                    North         East     Units Scale Factor Converg.
 AF9542;SPC TX C     - 3,248,885.401   124,298.468   MT  0.99997147   -3 07 54.7
 AF9542;SPC TX C     -10,659,051.52    407,802.56   sFT  0.99997147   -3 07 54.7
 AF9542
 AF9542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9542!SPC TX C     -   0.99982506  x   0.99997147  =   0.99979653
 AF9542
 AF9542                          SUPERSEDED SURVEY CONTROL
 AF9542
 AF9542  NAD 83(CORS)-  31 46 11.14078(N)    106 24 50.10709(W) AD(1997.00) c
 AF9542  ELLIP H (04/??/00) 1114.35   (m)                       GP(1997.00) c c
 AF9542  NAD 83(CORS)-  31 46 11.14067(N)    106 24 50.10712(W) AD(1997.00) c
 AF9542  NAD 83(CORS)-  31 46 11.14067(N)    106 24 50.10712(W) AD(1996.00) c
 AF9542  ELLIP H (04/??/96) 1114.38   (m)                       GP(1997.00) c c
 AF9542  ELLIP H (04/??/96) 1114.38   (m)                       GP(1996.00) c c
 AF9542
 AF9542.Superseded values are not recommended for survey control.
 AF9542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9542.See file dsdata.txt to determine how the superseded data were derived.
 AF9542
 AF9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6610915786(NAD 83)
 AF9542_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9542
 AF9542                          STATION DESCRIPTION
 AF9542
 AF9542'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9542'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9542'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9542'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9542'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9542'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6383 ***********************************************************************
 AB6383  HT_MOD      -  This is a Height Modernization Survey Station.
 AB6383  CORS        -  This is a GPS Continuously Operating Reference Station.
 AB6383  DESIGNATION -  EL PASO RRP CORS L1 PHASE CENTER
 AB6383  CORS_ID     -  PASO
 AB6383  PID         -  AB6383
 AB6383  STATE/COUNTY-  TX/EL PASO
 AB6383  USGS QUAD   -  EL PASO (1997)
 AB6383
 AB6383                         *CURRENT SURVEY CONTROL
 AB6383  ___________________________________________________________________
 AB6383* NAD 83(CORS)-  31 46 11.14099(N)    106 24 50.10718(W)     ADJUSTED  
 AB6383* NAVD 88     -      1138.62   (meters)    3735.6    (feet)  GPS OBS   
 AB6383  ___________________________________________________________________
 AB6383  EPOCH DATE  -        2002.00
 AB6383  X           -  -1,533,953.066 (meters)                     COMP
 AB6383  Y           -  -5,207,254.735 (meters)                     COMP
 AB6383  Z           -   3,339,340.419 (meters)                     COMP
 AB6383  ELLIP HEIGHT-        1114.41  (meters)          (03/??/02) GPS OBS
 AB6383  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AB6383
 AB6383  HORZ ORDER  -  SPECIAL (CORS)
 AB6383  ELLP ORDER  -  SPECIAL (CORS)
 AB6383
 AB6383.ITRF positions are available for this station.
 AB6383.The coordinates were established by GPS observations
 AB6383.and adjusted by the National Geodetic Survey in March 2002..
 AB6383.The coordinates are valid at the epoch date displayed above.
 AB6383.The epoch date for horizontal control is a decimal equivalence
 AB6383.of Year/Month/Day.
 AB6383
 AB6383.The orthometric height was determined by GPS observations and a
 AB6383.high-resolution geoid model using precise GPS observation and
 AB6383.processing techniques.
 AB6383
 AB6383.The PID for the CORS ARP is AF9542.
 AB6383
 AB6383.The XYZ, and position/ellipsoidal ht. are equivalent.
 AB6383
 AB6383.The ellipsoidal height was determined by GPS observations
 AB6383.and is referenced to NAD 83.
 AB6383
 AB6383.The geoid height was determined by GEOID03.
 AB6383
 AB6383;                    North         East     Units Scale Factor Converg.
 AB6383;SPC TX C     - 3,248,885.401   124,298.467   MT  0.99997147   -3 07 54.7
 AB6383;SPC TX C     -10,659,051.52    407,802.55   sFT  0.99997147   -3 07 54.7
 AB6383
 AB6383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6383!SPC TX C     -   0.99982504  x   0.99997147  =   0.99979652
 AB6383
 AB6383                          SUPERSEDED SURVEY CONTROL
 AB6383
 AB6383  NAD 83(CORS)-  31 46 11.14078(N)    106 24 50.10711(W) AD(1997.00) c
 AB6383  ELLIP H (04/??/00) 1114.42   (m)                       GP(1997.00) c c
 AB6383  NAD 83(CORS)-  31 46 11.14067(N)    106 24 50.10714(W) AD(1997.00) c
 AB6383  NAD 83(CORS)-  31 46 11.14067(N)    106 24 50.10714(W) AD(1996.00) c
 AB6383  ELLIP H (04/??/96) 1114.45   (m)                       GP(1997.00) c c
 AB6383  ELLIP H (04/??/96) 1114.45   (m)                       GP(1996.00) c c
 AB6383
 AB6383.Superseded values are not recommended for survey control.
 AB6383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6383.See file dsdata.txt to determine how the superseded data were derived.
 AB6383
 AB6383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6610915786(NAD 83)
 AB6383_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AB6383
 AB6383                          STATION DESCRIPTION
 AB6383
 AB6383'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AB6383'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AB6383'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AB6383'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AB6383'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AB6383'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5389 ***********************************************************************
 DF5389  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5389  DESIGNATION -  EL PASO RRP2 CORS ARP
 DF5389  CORS_ID     -  TXEL
 DF5389  PID         -  DF5389
 DF5389  STATE/COUNTY-  TX/EL PASO
 DF5389  USGS QUAD   -  YSLETA (1994)
 DF5389
 DF5389                         *CURRENT SURVEY CONTROL
 DF5389  ___________________________________________________________________
 DF5389* NAD 83(CORS)-  31 41 29.43838(N)    106 16 17.60394(W)     ADJUSTED  
 DF5389* NAVD 88     -                                                        
 DF5389  ___________________________________________________________________
 DF5389  EPOCH DATE  -        2002.00
 DF5389  X           -  -1,522,290.825 (meters)                     COMP
 DF5389  Y           -  -5,215,438.380 (meters)                     COMP
 DF5389  Z           -   3,331,963.972 (meters)                     COMP
 DF5389  ELLIP HEIGHT-        1123.09  (meters)          (05/??/03) GPS OBS
 DF5389  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 DF5389
 DF5389  HORZ ORDER  -  SPECIAL (CORS)
 DF5389  ELLP ORDER  -  SPECIAL (CORS)
 DF5389
 DF5389.ITRF positions are available for this station.
 DF5389.The coordinates were established by GPS observations
 DF5389.and adjusted by the National Geodetic Survey in May 2003..
 DF5389.The coordinates are valid at the epoch date displayed above.
 DF5389.The epoch date for horizontal control is a decimal equivalence
 DF5389.of Year/Month/Day.
 DF5389
 DF5389
 DF5389.The PID for the CORS L1 Phase Center is DF5390.
 DF5389
 DF5389.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5389
 DF5389.The ellipsoidal height was determined by GPS observations
 DF5389.and is referenced to NAD 83.
 DF5389
 DF5389.The geoid height was determined by GEOID03.
 DF5389
 DF5389;                    North         East     Units Scale Factor Converg.
 DF5389;SPC TX C     - 3,239,493.336   137,301.217   MT  0.99995410   -3 03 30.7
 DF5389;SPC TX C     -10,628,237.72    450,462.41   sFT  0.99995410   -3 03 30.7
 DF5389
 DF5389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5389!SPC TX C     -   0.99982368  x   0.99995410  =   0.99977779
 DF5389
 DF5389                          SUPERSEDED SURVEY CONTROL
 DF5389
 DF5389.No superseded survey control is available for this station.
 DF5389
 DF5389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7949006945(NAD 83)
 DF5389_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5389
 DF5389                          STATION DESCRIPTION
 DF5389
 DF5389'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5389'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5389'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5389'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5389'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5389'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5390 ***********************************************************************
 DF5390  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5390  DESIGNATION -  EL PASO RRP2 CORS L1 PHASE CENTER
 DF5390  CORS_ID     -  TXEL
 DF5390  PID         -  DF5390
 DF5390  STATE/COUNTY-  TX/EL PASO
 DF5390  USGS QUAD   -  YSLETA (1994)
 DF5390
 DF5390                         *CURRENT SURVEY CONTROL
 DF5390  ___________________________________________________________________
 DF5390* NAD 83(CORS)-  31 41 29.43839(N)    106 16 17.60392(W)     ADJUSTED  
 DF5390* NAVD 88     -                                                        
 DF5390  ___________________________________________________________________
 DF5390  EPOCH DATE  -        2002.00
 DF5390  X           -  -1,522,290.841 (meters)                     COMP
 DF5390  Y           -  -5,215,438.437 (meters)                     COMP
 DF5390  Z           -   3,331,964.009 (meters)                     COMP
 DF5390  ELLIP HEIGHT-        1123.16  (meters)          (05/??/03) GPS OBS
 DF5390  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 DF5390
 DF5390  HORZ ORDER  -  SPECIAL (CORS)
 DF5390  ELLP ORDER  -  SPECIAL (CORS)
 DF5390
 DF5390.ITRF positions are available for this station.
 DF5390.The coordinates were established by GPS observations
 DF5390.and adjusted by the National Geodetic Survey in May 2003..
 DF5390.The coordinates are valid at the epoch date displayed above.
 DF5390.The epoch date for horizontal control is a decimal equivalence
 DF5390.of Year/Month/Day.
 DF5390
 DF5390
 DF5390.The PID for the CORS ARP is DF5389.
 DF5390
 DF5390.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5390
 DF5390.The ellipsoidal height was determined by GPS observations
 DF5390.and is referenced to NAD 83.
 DF5390
 DF5390.The geoid height was determined by GEOID03.
 DF5390
 DF5390;                    North         East     Units Scale Factor Converg.
 DF5390;SPC TX C     - 3,239,493.336   137,301.217   MT  0.99995410   -3 03 30.7
 DF5390;SPC TX C     -10,628,237.72    450,462.41   sFT  0.99995410   -3 03 30.7
 DF5390
 DF5390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5390!SPC TX C     -   0.99982367  x   0.99995410  =   0.99977778
 DF5390
 DF5390                          SUPERSEDED SURVEY CONTROL
 DF5390
 DF5390.No superseded survey control is available for this station.
 DF5390
 DF5390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7949006945(NAD 83)
 DF5390_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF5390
 DF5390                          STATION DESCRIPTION
 DF5390
 DF5390'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF5390'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5390'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5390'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5390'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5390'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0512 ***********************************************************************
 CE0512  DESIGNATION -  EL PASO SHORT STEEL WATER TANK
 CE0512  PID         -  CE0512
 CE0512  STATE/COUNTY-  TX/EL PASO
 CE0512  USGS QUAD   -  YSLETA NW (1994)
 CE0512
 CE0512                         *CURRENT SURVEY CONTROL
 CE0512  ___________________________________________________________________
 CE0512* NAD 83(1993)-  31 44 51.92303(N)    106 28 51.70206(W)     ADJUSTED  
 CE0512* NAVD 88     -                                                        
 CE0512  ___________________________________________________________________
 CE0512  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 CE0512  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0512
 CE0512  HORZ ORDER  -  THIRD
 CE0512
 CE0512.The horizontal coordinates were established by classical geodetic methods
 CE0512.and adjusted by the National Geodetic Survey in February 1996..
 CE0512
 CE0512
 CE0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0512
 CE0512.The geoid height was determined by GEOID03.
 CE0512
 CE0512;                    North         East     Units Scale Factor Converg.
 CE0512;SPC TX C     - 3,246,798.456   117,816.277   MT  0.99996639   -3 09 59.1
 CE0512;SPC TX C     -10,652,204.60    386,535.57   sFT  0.99996639   -3 09 59.1
 CE0512;UTM  13      - 3,513,431.063   359,720.309   MT  0.99984270   -0 46 45.9
 CE0512
 CE0512                          SUPERSEDED SURVEY CONTROL
 CE0512
 CE0512  NAD 83(1993)-  31 44 51.92508(N)    106 28 51.70075(W) AD(       ) 4
 CE0512  NAD 83(1986)-  31 44 51.92614(N)    106 28 51.70015(W) AD(       ) 4
 CE0512  NAD 27      -  31 44 51.53500(N)    106 28 49.75000(W) AD(       ) 3
 CE0512
 CE0512.Superseded values are not recommended for survey control.
 CE0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0512.See file dsdata.txt to determine how the superseded data were derived.
 CE0512
 CE0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5972013431(NAD 83)
 CE0512_MARKER: 51 = TANK
 CE0512
 CE0512  HISTORY     - Date     Condition        Report By
 CE0512  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0512
 CE0512                          STATION DESCRIPTION
 CE0512
 CE0512'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0495 ***********************************************************************
 CE0495  DESIGNATION -  EL PASO ST PETER PAUL CATH CH
 CE0495  PID         -  CE0495
 CE0495  STATE/COUNTY-  TX/EL PASO
 CE0495  USGS QUAD   -  YSLETA (1994)
 CE0495
 CE0495                         *CURRENT SURVEY CONTROL
 CE0495  ___________________________________________________________________
 CE0495* NAD 83(1993)-  31 40 26.26410(N)    106 17 04.28207(W)     ADJUSTED  
 CE0495* NAVD 88     -                                                        
 CE0495  ___________________________________________________________________
 CE0495  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CE0495  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0495
 CE0495  HORZ ORDER  -  THIRD
 CE0495
 CE0495.The horizontal coordinates were established by classical geodetic methods
 CE0495.and adjusted by the National Geodetic Survey in February 1996..
 CE0495
 CE0495
 CE0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0495
 CE0495.The geoid height was determined by GEOID03.
 CE0495
 CE0495;                    North         East     Units Scale Factor Converg.
 CE0495;SPC TX C     - 3,237,616.082   135,969.690   MT  0.99995046   -3 03 54.8
 CE0495;SPC TX C     -10,622,078.76    446,093.89   sFT  0.99995046   -3 03 54.8
 CE0495;UTM  13      - 3,505,014.560   378,237.972   MT  0.99978285   -0 40 28.4
 CE0495
 CE0495                          SUPERSEDED SURVEY CONTROL
 CE0495
 CE0495  NAD 83(1993)-  31 40 26.26816(N)    106 17 04.27861(W) AD(       ) 4
 CE0495  NAD 83(1986)-  31 40 26.26831(N)    106 17 04.27928(W) AD(       ) 4
 CE0495  NAD 27      -  31 40 25.86342(N)    106 17 02.34487(W) AD(       ) 3
 CE0495
 CE0495.Superseded values are not recommended for survey control.
 CE0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0495.See file dsdata.txt to determine how the superseded data were derived.
 CE0495
 CE0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7823805015(NAD 83)
 CE0495_MARKER: 90 = CHURCH SPIRE
 CE0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0495+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CE0495
 CE0495  HISTORY     - Date     Condition        Report By
 CE0495  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0495  HISTORY     - 20050401 GOOD             USPSQD
 CE0495
 CE0495                          STATION DESCRIPTION
 CE0495
 CE0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0495'THE STATION, EL PASO SAINT PETER PAUL CATHOLIC CHURCH,
 CE0495'IS THE TOP CENTER OF A CYLINDRICAL SHAPED STRUCTURE WITH A
 CE0495'DOME SHAPED TOP BEIGE IN COLOR AND IS 29.0 METERS IN HEIGHT.
 CE0495'
 CE0495'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI) SOUTHEAST FROM
 CE0495'EL PASO, 2.2 KM (1.4 MI) SOUTHWEST OF INTERSTATE HIGHWAY
 CE0495'10, 1.9 KM (1.2 MI) SOUTHEAST OF HIGHWAY LOOP 375 AND
 CE0495'91.4 METERS NORTHEAST OF NORTH LOOP ROAD.
 CE0495'OWNERSHIP--SAINT PETER AND PAUL CATHOLIC CHURCH,
 CE0495'673 OLD HUECO TANKS, EL PASO, TX,
 CE0495'TELEPHONE NUMBER 915-859-3758.
 CE0495
 CE0495                          STATION RECOVERY (2005)
 CE0495
 CE0495'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0622 ***********************************************************************
 CE0622  DESIGNATION -  EL PASO TV TOWER KCIK
 CE0622  PID         -  CE0622
 CE0622  STATE/COUNTY-  TX/EL PASO
 CE0622  USGS QUAD   -  EL PASO (1997)
 CE0622
 CE0622                         *CURRENT SURVEY CONTROL
 CE0622  ___________________________________________________________________
 CE0622* NAD 83(1993)-  31 48 54.05077(N)    106 29 20.96285(W)     ADJUSTED  
 CE0622* NAVD 88     -                                                        
 CE0622  ___________________________________________________________________
 CE0622  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CE0622  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CE0622
 CE0622  HORZ ORDER  -  THIRD
 CE0622
 CE0622.The horizontal coordinates were established by classical geodetic methods
 CE0622.and adjusted by the National Geodetic Survey in February 1996..
 CE0622
 CE0622
 CE0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0622
 CE0622.The geoid height was determined by GEOID03.
 CE0622
 CE0622;                    North         East     Units Scale Factor Converg.
 CE0622;SPC TX C     - 3,254,287.150   117,459.817   MT  0.99998236   -3 10 14.2
 CE0622;SPC TX C     -10,676,773.76    385,366.08   sFT  0.99998236   -3 10 14.2
 CE0622;UTM  13      - 3,520,897.448   359,052.450   MT  0.99984501   -0 47 06.7
 CE0622
 CE0622                          SUPERSEDED SURVEY CONTROL
 CE0622
 CE0622  NAD 83(1993)-  31 48 54.05130(N)    106 29 20.96240(W) AD(       ) 4
 CE0622  NAD 83(1986)-  31 48 54.05343(N)    106 29 20.96167(W) AD(       ) 4
 CE0622  NAD 27      -  31 48 53.66842(N)    106 29 19.00817(W) AD(       ) 3
 CE0622
 CE0622.Superseded values are not recommended for survey control.
 CE0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0622.See file dsdata.txt to determine how the superseded data were derived.
 CE0622
 CE0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5905220897(NAD 83)
 CE0622_MARKER: 43 = RADIO/TV TOWER
 CE0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0622+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CE0622
 CE0622  HISTORY     - Date     Condition        Report By
 CE0622  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0622  HISTORY     - 20050401 GOOD             USPSQD
 CE0622
 CE0622                          STATION DESCRIPTION
 CE0622
 CE0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0622'THE STATION, EL PASO TELEVISION TOWER KCIK, IS THE RED
 CE0622'LIGHT ON TOP OF A POLE MAST THAT IS ATOP A SKELETON STEEL
 CE0622'TOWER RED AND WHITE IN COLOR WHICH IS SUPPORTED BY THREE
 CE0622'LEGS AND IS 143.3 METERS IN HEIGHT.
 CE0622'OWNERSHIP--INTERNATIONAL CHRISTIAN TELEVISION.
 CE0622'
 CE0622'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) NORTH FROM
 CE0622'DOWNTOWN EL PASO AND IN THE FRANKLIN MOUNTAIN RANGE.
 CE0622
 CE0622                          STATION RECOVERY (2005)
 CE0622
 CE0622'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0619 ***********************************************************************
 CE0619  DESIGNATION -  EL PASO TV TOWER KDBC
 CE0619  PID         -  CE0619
 CE0619  STATE/COUNTY-  TX/EL PASO
 CE0619  USGS QUAD   -  EL PASO (1997)
 CE0619
 CE0619                         *CURRENT SURVEY CONTROL
 CE0619  ___________________________________________________________________
 CE0619* NAD 83(1993)-  31 47 33.44036(N)    106 28 49.98108(W)     ADJUSTED  
 CE0619* NAVD 88     -                                                        
 CE0619  ___________________________________________________________________
 CE0619  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 CE0619  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CE0619
 CE0619  HORZ ORDER  -  THIRD
 CE0619
 CE0619.The horizontal coordinates were established by classical geodetic methods
 CE0619.and adjusted by the National Geodetic Survey in February 1996..
 CE0619
 CE0619
 CE0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0619
 CE0619.The geoid height was determined by GEOID03.
 CE0619
 CE0619;                    North         East     Units Scale Factor Converg.
 CE0619;SPC TX C     - 3,251,763.079   118,136.266   MT  0.99997689   -3 09 58.2
 CE0619;SPC TX C     -10,668,492.70    387,585.40   sFT  0.99997689   -3 09 58.2
 CE0619;UTM  13      - 3,518,404.061   359,833.276   MT  0.99984231   -0 46 48.5
 CE0619
 CE0619                          SUPERSEDED SURVEY CONTROL
 CE0619
 CE0619  NAD 83(1993)-  31 47 33.44083(N)    106 28 49.98028(W) AD(       ) 4
 CE0619  NAD 83(1986)-  31 47 33.44265(N)    106 28 49.97925(W) AD(       ) 4
 CE0619  NAD 27      -  31 47 33.05385(N)    106 28 48.02576(W) AD(       ) 3
 CE0619
 CE0619.Superseded values are not recommended for survey control.
 CE0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0619.See file dsdata.txt to determine how the superseded data were derived.
 CE0619
 CE0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5983318404(NAD 83)
 CE0619_MARKER: 43 = RADIO/TV TOWER
 CE0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0619+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CE0619
 CE0619  HISTORY     - Date     Condition        Report By
 CE0619  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0619  HISTORY     - 20050401 GOOD             USPSQD
 CE0619
 CE0619                          STATION DESCRIPTION
 CE0619
 CE0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0619'THE STATION, EL PASO TELEVISION TOWER KDBC, IS THE LIGHT
 CE0619'TOP CENTER OF A 83.5 METER, 4 TRUSS-WORK LEGGED SKELETON
 CE0619'STEEL TOWER, RED AND WHITE IN COLOR.
 CE0619'
 CE0619'THE STATION IS LOCATED ABOUT 4 KM (2-1/2 MI) NORTH OF
 CE0619'EL PASO AND NEAR THE SOUTH END OF THE FRANKLIN MOUNTAINS.
 CE0619'OWNERSHIP--KDBC CHANNEL 4 TELEVISION STATION, 2201 WYOMING,
 CE0619'EL PASO, TX 79901, TELEPHONE NUMBER 915-532-6551.
 CE0619
 CE0619                          STATION RECOVERY (2005)
 CE0619
 CE0619'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0621 ***********************************************************************
 CE0621  DESIGNATION -  EL PASO TV TOWER KTSM
 CE0621  PID         -  CE0621
 CE0621  STATE/COUNTY-  TX/EL PASO
 CE0621  USGS QUAD   -  EL PASO (1997)
 CE0621
 CE0621                         *CURRENT SURVEY CONTROL
 CE0621  ___________________________________________________________________
 CE0621* NAD 83(1993)-  31 48 18.40735(N)    106 28 59.51208(W)     ADJUSTED  
 CE0621* NAVD 88     -                                                        
 CE0621  ___________________________________________________________________
 CE0621  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CE0621  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0621
 CE0621  HORZ ORDER  -  THIRD
 CE0621
 CE0621.The horizontal coordinates were established by classical geodetic methods
 CE0621.and adjusted by the National Geodetic Survey in February 1996..
 CE0621
 CE0621
 CE0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0621
 CE0621.The geoid height was determined by GEOID03.
 CE0621
 CE0621;                    North         East     Units Scale Factor Converg.
 CE0621;SPC TX C     - 3,253,159.808   117,962.452   MT  0.99997992   -3 10 03.2
 CE0621;SPC TX C     -10,673,075.14    387,015.14   sFT  0.99997992   -3 10 03.2
 CE0621;UTM  13      - 3,519,792.156   359,601.499   MT  0.99984311   -0 46 54.6
 CE0621
 CE0621                          SUPERSEDED SURVEY CONTROL
 CE0621
 CE0621  NAD 83(1993)-  31 48 18.40786(N)    106 28 59.51154(W) AD(       ) 4
 CE0621  NAD 83(1986)-  31 48 18.40972(N)    106 28 59.51047(W) AD(       ) 4
 CE0621  NAD 27      -  31 48 18.02205(N)    106 28 57.55570(W) AD(       ) 3
 CE0621
 CE0621.Superseded values are not recommended for survey control.
 CE0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0621.See file dsdata.txt to determine how the superseded data were derived.
 CE0621
 CE0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5960119792(NAD 83)
 CE0621_MARKER: 43 = RADIO/TV TOWER
 CE0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0621+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CE0621
 CE0621  HISTORY     - Date     Condition        Report By
 CE0621  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0621  HISTORY     - 20050401 GOOD             USPSQD
 CE0621
 CE0621                          STATION DESCRIPTION
 CE0621
 CE0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0621'THE STATION, EL PASO TELEVISION TOWER KTSM, IS THE RED
 CE0621'LIGHT ON A POLE MAST ATOP THE SKELETON STEEL TOWER RED AND
 CE0621'WHITE IN COLOR SUPPORTED BY THREE LEGS AND IS 97.5 METERS
 CE0621'IN HEIGHT.
 CE0621'OWNERSHIP--KTSM TELEVISION STATION, EL PASO, TX.
 CE0621'
 CE0621'THE STATION IS LOCATED ABOUT 5.6 KM (3-1/2 MI) NORTH FROM
 CE0621'DOWNTOWN EL PASO AND IN THE FRANKLIN MOUNTAIN RANGE, LOCALLY
 CE0621'KNOWN AS RANGER PEAK.
 CE0621
 CE0621                          STATION RECOVERY (2005)
 CE0621
 CE0621'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0618 ***********************************************************************
 CE0618  DESIGNATION -  EL PASO TV TOWER KVIA
 CE0618  PID         -  CE0618
 CE0618  STATE/COUNTY-  TX/EL PASO
 CE0618  USGS QUAD   -  EL PASO (1997)
 CE0618
 CE0618                         *CURRENT SURVEY CONTROL
 CE0618  ___________________________________________________________________
 CE0618* NAD 83(1993)-  31 47 15.46670(N)    106 28 48.86900(W)     ADJUSTED  
 CE0618* NAVD 88     -                                                        
 CE0618  ___________________________________________________________________
 CE0618  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CE0618  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CE0618
 CE0618  HORZ ORDER  -  THIRD
 CE0618
 CE0618.The horizontal coordinates were established by classical geodetic methods
 CE0618.and adjusted by the National Geodetic Survey in February 1996..
 CE0618
 CE0618
 CE0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0618
 CE0618.The geoid height was determined by GEOID03.
 CE0618
 CE0618;                    North         East     Units Scale Factor Converg.
 CE0618;SPC TX C     - 3,251,208.716   118,134.902   MT  0.99997569   -3 09 57.7
 CE0618;SPC TX C     -10,666,673.93    387,580.92   sFT  0.99997569   -3 09 57.7
 CE0618;UTM  13      - 3,517,850.197   359,854.990   MT  0.99984223   -0 46 47.6
 CE0618
 CE0618                          SUPERSEDED SURVEY CONTROL
 CE0618
 CE0618  NAD 83(1993)-  31 47 15.46725(N)    106 28 48.86829(W) AD(       ) 4
 CE0618  NAD 83(1986)-  31 47 15.46894(N)    106 28 48.86720(W) AD(       ) 4
 CE0618  NAD 27      -  31 47 15.07962(N)    106 28 46.91326(W) AD(       ) 3
 CE0618
 CE0618.Superseded values are not recommended for survey control.
 CE0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0618.See file dsdata.txt to determine how the superseded data were derived.
 CE0618
 CE0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5985517850(NAD 83)
 CE0618_MARKER: 43 = RADIO/TV TOWER
 CE0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0618+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CE0618
 CE0618  HISTORY     - Date     Condition        Report By
 CE0618  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0618  HISTORY     - 20050401 GOOD             USPSQD
 CE0618
 CE0618                          STATION DESCRIPTION
 CE0618
 CE0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0618'THE STATION, EL PASO TELEVISION TOWER KVIA, IS THE LIGHT
 CE0618'TOP CENTER OF A POLE MAST ATOP A RED AND WHITE SKELETON
 CE0618'STEEL TOWER.  IT IS 91.4 METERS IN HEIGHT.
 CE0618'
 CE0618'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTH OF EL PASO
 CE0618'AND AT THE SOUTH END OF THE FRANKLIN MOUNTAINS.
 CE0618'OWNERSHIP--ABC TELEVISION STATION CHANNEL 13, 4140 RIO
 CE0618'BRAVO, EL PASO, TX 79902, TELEPHONE NUMBER 915-532-1431.
 CE0618
 CE0618                          STATION RECOVERY (2005)
 CE0618
 CE0618'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6298 ***********************************************************************
 AC6298  SACS        -  This is a Secondary Airport Control Station.
 AC6298  DESIGNATION -  ELA A
 AC6298  PID         -  AC6298
 AC6298  STATE/COUNTY-  TX/COLORADO
 AC6298  USGS QUAD   -  EAGLE LAKE (1981)
 AC6298
 AC6298                         *CURRENT SURVEY CONTROL
 AC6298  ___________________________________________________________________
 AC6298* NAD 83(1993)-  29 35 45.13929(N)    096 19 28.73604(W)     ADJUSTED  
 AC6298* NAVD 88     -        56.11   (meters)     184.1    (feet)  GPS OBS   
 AC6298  ___________________________________________________________________
 AC6298  X           -    -611,458.428 (meters)                     COMP
 AC6298  Y           -  -5,516,760.699 (meters)                     COMP
 AC6298  Z           -   3,131,513.741 (meters)                     COMP
 AC6298  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AC6298  ELLIP HEIGHT-          28.73  (meters)          (02/21/01) GPS OBS
 AC6298  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AC6298
 AC6298  HORZ ORDER  -  FIRST
 AC6298  ELLP ORDER  -  FOURTH    CLASS II
 AC6298
 AC6298.This mark is at Eagle Lake (ELA) Airport (ELA)
 AC6298
 AC6298.The horizontal coordinates were established by GPS observations
 AC6298.and adjusted by the National Geodetic Survey in March 1997..
 AC6298
 AC6298.The orthometric height was determined by GPS observations and a
 AC6298.high-resolution geoid model.
 AC6298
 AC6298.GPS derived orthometric heights for airport stations designated as
 AC6298.PACS or SACS are published to 2 decimal places.  This maintains
 AC6298.centimeter relative accuracy between the PACS and SACS.  It does
 AC6298.not indicate centimeter accuracy relative to other marks which are
 AC6298.part of the NAVD 88 network.
 AC6298
 AC6298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6298
 AC6298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6298
 AC6298.The ellipsoidal height was determined by GPS observations
 AC6298.and is referenced to NAD 83.
 AC6298
 AC6298.The geoid height was determined by GEOID03.
 AC6298
 AC6298;                    North         East     Units Scale Factor Converg.
 AC6298;SPC TXSC     - 4,198,300.307   859,118.785   MT  0.99987358   +1 18 38.5
 AC6298;SPC TXSC     -13,773,923.59  2,818,625.55   sFT  0.99987358   +1 18 38.5
 AC6298;UTM  14      - 3,276,995.227   759,119.057   MT  1.00042854   +1 19 19.3
 AC6298
 AC6298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6298!SPC TXSC     -   0.99999549  x   0.99987358  =   0.99986907
 AC6298!UTM  14      -   0.99999549  x   1.00042854  =   1.00042403
 AC6298
 AC6298|---------------------------------------------------------------------|
 AC6298| PID    Reference Object                     Distance      Geod. Az  |
 AC6298|                                                           dddmmss.s |
 AC6298| AX2802 LAKEPORT                            296.684 METERS 09823     |
 AC6298|---------------------------------------------------------------------|
 AC6298
 AC6298                          SUPERSEDED SURVEY CONTROL
 AC6298
 AC6298  ELLIP H (03/03/97)   28.88   (m)                       GP(       ) 4 2
 AC6298
 AC6298.Superseded values are not recommended for survey control.
 AC6298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6298.See file dsdata.txt to determine how the superseded data were derived.
 AC6298
 AC6298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5911976995(NAD 83)
 AC6298_MARKER: DH = HORIZONTAL CONTROL DISK
 AC6298_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC6298_SP_SET: DRILL HOLE CONCRETE PAD
 AC6298_STAMPING: ELA A 1994
 AC6298_MARK LOGO: NGS   
 AC6298_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6298+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AC6298
 AC6298  HISTORY     - Date     Condition        Report By
 AC6298  HISTORY     - 1994     MONUMENTED       NGS
 AC6298
 AC6298                          STATION DESCRIPTION
 AC6298
 AC6298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AC6298'THE STATION IS LOCATED 1.0 MI (1.6 KM) NORTH NORTHEAST OF EAGLE LAKE
 AC6298'AT THE EAGLE LAKE MUNICIPAL AIRPORT ON THE NORTHWEST SIDE OF THE
 AC6298'AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 90A
 AC6298'AND FARM ROAD 3013 ON THE SOUTHEAST SIDE OF EAGLE LAKE, PROCEED
 AC6298'NORTHWEST ON U.S.  HIGHWAY 90A FOR 0.95 MI (1.53 KM) TO LAKE AVENUE ON
 AC6298'THE RIGHT.  TURN RIGHT (NORTHEAST) AND CONTINUE FOR 0.85 MI (1.37 KM)
 AC6298'TO THE WEST EDGE OF THE AIRPORT APRON AND THE INTERSECTION WITH
 AC6298'AIRLINE STREET.  TURN LEFT (NORTHWEST) ON AIRLINE STREET (ALSO USED AS
 AC6298'A TAXIWAY TO HANGARS TO THE NORTHWEST) AND CONTINUE FOR 0.05 MI (0.08
 AC6298'KM) TO THE STATION ON THE LEFT.  THE STATION IS LOCATED 99.5 FT (30.3
 AC6298'M) EAST OF A LIGHT POLE, 58.8 FT (17.9 M) SOUTHEAST OF A CONCRETE
 AC6298'CULVERT, 55.0 FT (16.8 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF A
 AC6298'LARGE HANGAR, 47.1 FT (14.4 M) NORTHWEST OF ONE OF 2 GAS PIPES, 36.0
 AC6298'FT (11.0 M) SOUTHWEST OF THE CENTERLINE OF AIRLINE STREET/TAXIWAY, AND
 AC6298'0.5 FT (15.2 CM) SOUTH OF THE NORTH CORNER OF PARKING APRON.  THE
 AC6298'STATION IS A NOS HORIZONTAL DISK SET IN A DRILL HOLE IN THE NORTH
 AC6298'CORNER OF A CONCRETE APRON AND STAMPED ELA A 1994. FOR ACCESS TO THE
 AC6298'AIRPORT, CONTACT LUCILLE PERRY, AIRPORT MANAGER, P.O.BOX 35, EAGLE
 AC6298'LAKE, TEXAS 77434, PHONE (409) -234-2640.  MARK IS A SECONDARY AIRPORT
 AC6298'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2787 ***********************************************************************
 CS2787  DESIGNATION -  ELAM 2
 CS2787  PID         -  CS2787
 CS2787  STATE/COUNTY-  TX/DALLAS
 CS2787  USGS QUAD   -  HUTCHINS (1973)
 CS2787
 CS2787                         *CURRENT SURVEY CONTROL
 CS2787  ___________________________________________________________________
 CS2787* NAD 83(1993)-  32 43 52.52256(N)    096 42 41.40549(W)     ADJUSTED  
 CS2787* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 CS2787  ___________________________________________________________________
 CS2787  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 CS2787  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CS2787
 CS2787  HORZ ORDER  -  THIRD
 CS2787
 CS2787.The horizontal coordinates were established by classical geodetic methods
 CS2787.and adjusted by the National Geodetic Survey in February 1996..
 CS2787.No horizontal observational check was made to the station.
 CS2787
 CS2787.The orthometric height was scaled from a topographic map.
 CS2787
 CS2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2787
 CS2787.The geoid height was determined by GEOID03.
 CS2787
 CS2787;                    North         East     Units Scale Factor Converg.
 CS2787;SPC TXNC     - 2,119,479.133   767,618.956   MT  0.99988816   +0 58 31.6
 CS2787;SPC TXNC     - 6,953,657.79  2,518,429.86   sFT  0.99988816   +0 58 31.6
 CS2787;UTM  14      - 3,623,811.085   714,451.613   MT  1.00016711   +1 14 16.3
 CS2787
 CS2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2787!SPC TXNC     -   0.99998261  x   0.99988816  =   0.99987077
 CS2787!UTM  14      -   0.99998261  x   1.00016711  =   1.00014972
 CS2787
 CS2787|---------------------------------------------------------------------|
 CS2787| PID    Reference Object                     Distance      Geod. Az  |
 CS2787|                                                           dddmmss.s |
 CS2787| CS1441 ELAM                                121.114 METERS 00341     |
 CS2787| CS1440 ELAM AZ                             APPROX. 0.5 KM 1144233.2 |
 CS2787| CY1732 ELAM 2 RM 3                          10.038 METERS 17217     |
 CS2787| CY1733 ELAM 2 RM 4                          16.015 METERS 28945     |
 CS2787|---------------------------------------------------------------------|
 CS2787
 CS2787                          SUPERSEDED SURVEY CONTROL
 CS2787
 CS2787  NAD 83(1986)-  32 43 52.52927(N)    096 42 41.38747(W) AD(       ) 3
 CS2787  NAD 27      -  32 43 52.06000(N)    096 42 40.40500(W) AD(       ) 3
 CS2787
 CS2787.Superseded values are not recommended for survey control.
 CS2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2787.See file dsdata.txt to determine how the superseded data were derived.
 CS2787
 CS2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1445223811(NAD 83)
 CS2787_MARKER: DS = TRIANGULATION STATION DISK
 CS2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2787
 CS2787  HISTORY     - Date     Condition        Report By
 CS2787  HISTORY     - 1961     MONUMENTED       CGS
 CS2787
 CS2787                          STATION DESCRIPTION
 CS2787
 CS2787'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WCR)
 CS2787'THE STATION IS ABOUT 6 MILES EAST-SOUTHEAST FROM THE CENTER
 CS2787'OF DALLAS, 2 MILES WEST OF PLEASANT GROVE, AT THE SOUTH
 CS2787'SIDE OF U.S. HIGHWAY 175, ON PROPERTY OWNED BY MR. CHARLES
 CS2787'H. VESTAL.
 CS2787'
 CS2787'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 175
 CS2787'AND LOOP 12 WHICH IS ABOUT 1-1/2 MILES SOUTH OF PLEASANT
 CS2787'GROVE, GO NORTHWEST ON U.S. HIGHWAY 175 FOR 1.75 MILES TO
 CS2787'AZIMUTH MARK ON THE RIGHT.  CONTINUE ON HIGHWAY 175 FOR 0.15
 CS2787'MILE TO LAKE JUNE ROAD ON THE RIGHT.  CONTINUE ON HIGHWAY
 CS2787'175 FOR 0.1 MILE TO SARAH LEE DRIVE ON THE LEFT.  TURN LEFT,
 CS2787'GO SOUTHEAST, ON SARAH LEE DRIVE FOR 0.1 MILE TO STATION
 CS2787'ON THE RIGHT.
 CS2787'
 CS2787'STATION MARKS ARE STANDARD DISKS STAMPED ELAM 2 1961.  THE
 CS2787'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 CS2787'IT IS 175 FEET NORTH OF THE CENTER OF SARAH LEE DR., 103 FEET
 CS2787'NORTHWEST OF THE NORTHEAST CORNER OF A WHITE STUCCO HOUSE, AND
 CS2787'98 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 175.
 CS2787'THE UNDERGROUND STATION DISK IS SET IN AN IRREGULAR MASS
 CS2787'OF CONCRETE 48 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2787'
 CS2787'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ELAM 2 NO 3 1961,
 CS2787'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CS2787'IT IS 117 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 CS2787'175, AND 70 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 CS2787'STUCCO HOUSE.
 CS2787'
 CS2787'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ELAM 2 NO 4
 CS2787'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CS2787'IT IS 125 FEET NORTHWEST OF THE NORTHWEST CORNER OF STUCCO
 CS2787'HOUSE, AND 114 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY OF U.S.
 CS2787'HIGHWAY 175.
 CS2787'
 CS2787'AZIMUTH MARK, A STANDARD DISK STAMPED ELAM 1947, IS SET IN A
 CS2787'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 141 FEET
 CS2787'SOUTHEAST OF THE SOUTHEAST CORNER OF THE RAY-O-VAC COMPANY
 CS2787'BUILDING, 101 FEET WEST OF A GULF SERVICE STATION SIGN, AND
 CS2787'5 FEET WEST OF POWER POLE NO. -6660.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1440 ***********************************************************************
 CS1440  DESIGNATION -  ELAM AZ
 CS1440  PID         -  CS1440
 CS1440  STATE/COUNTY-  TX/DALLAS
 CS1440  USGS QUAD   -  HUTCHINS (1973)
 CS1440
 CS1440                         *CURRENT SURVEY CONTROL
 CS1440  ___________________________________________________________________
 CS1440* NAD 83(1993)-  32 43 45.24353(N)    096 42 22.69120(W)     ADJUSTED  
 CS1440* NAVD 88     -       136.760  (meters)     448.69   (feet)  ADJUSTED  
 CS1440  ___________________________________________________________________
 CS1440  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 CS1440  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CS1440  DYNAMIC HT  -         136.605 (meters)     448.18  (feet)  COMP
 CS1440  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 CS1440
 CS1440  HORZ ORDER  -  THIRD
 CS1440  VERT ORDER  -  SECOND    CLASS 0
 CS1440
 CS1440.The horizontal coordinates were established by classical geodetic methods
 CS1440.and adjusted by the National Geodetic Survey in February 1996..
 CS1440.No horizontal observational check was made to the station.
 CS1440
 CS1440.The orthometric height was determined by differential leveling
 CS1440.and adjusted by the National Geodetic Survey in June 1991..
 CS1440
 CS1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1440
 CS1440.The geoid height was determined by GEOID03.
 CS1440
 CS1440.The dynamic height is computed by dividing the NAVD 88
 CS1440.geopotential number by the normal gravity value computed on the
 CS1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1440.degrees latitude (g = 980.6199 gals.).
 CS1440
 CS1440.The modeled gravity was interpolated from observed gravity values.
 CS1440
 CS1440;                    North         East     Units Scale Factor Converg.
 CS1440;SPC TXNC     - 2,119,263.263   768,109.934   MT  0.99988836   +0 58 41.8
 CS1440;SPC TXNC     - 6,952,949.56  2,520,040.68   sFT  0.99988836   +0 58 41.8
 CS1440;UTM  14      - 3,623,597.406   714,943.713   MT  1.00016972   +1 14 26.2
 CS1440
 CS1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1440!SPC TXNC     -   0.99998264  x   0.99988836  =   0.99987101
 CS1440!UTM  14      -   0.99998264  x   1.00016972  =   1.00015236
 CS1440
 CS1440:                Primary Azimuth Mark                     Grid Az
 CS1440:SPC TXNC     -  ELAM 2                                   293 44 01.5
 CS1440:UTM  14      -  ELAM 2                                   293 28 17.1
 CS1440
 CS1440|---------------------------------------------------------------------|
 CS1440| PID    Reference Object                     Distance      Geod. Az  |
 CS1440|                                                           dddmmss.s |
 CS1440| CS2787 ELAM 2                              APPROX. 0.5 KM 2944243.3 |
 CS1440| CS1441 ELAM                                APPROX. 0.6 KM 3054436.4 |
 CS1440|---------------------------------------------------------------------|
 CS1440
 CS1440                          SUPERSEDED SURVEY CONTROL
 CS1440
 CS1440  NAD 83(1986)-  32 43 45.25027(N)    096 42 22.67325(W) AD(       ) 3
 CS1440  NAD 27      -  32 43 44.78036(N)    096 42 21.69000(W) AD(       ) 3
 CS1440  NGVD 29 (??/??/92)  136.775  (m)          448.74   (f) ADJ UNCH    2 0
 CS1440
 CS1440.Superseded values are not recommended for survey control.
 CS1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1440.See file dsdata.txt to determine how the superseded data were derived.
 CS1440
 CS1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1494423597(NAD 83)
 CS1440_MARKER: DZ = AZIMUTH MARK DISK
 CS1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1440_STAMPING: ELAM 1947
 CS1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1440+STABILITY: SURFACE MOTION
 CS1440
 CS1440  HISTORY     - Date     Condition        Report By
 CS1440  HISTORY     - 1947     MONUMENTED       CGS
 CS1440  HISTORY     - 1958     GOOD             NGS
 CS1440  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1440
 CS1440                          STATION DESCRIPTION
 CS1440
 CS1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1440'1.5 MI NW FROM PLEASANT GROVE.
 CS1440'ABOUT 1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 175 FROM ITS INTERSECTION
 CS1440'WITH BUCKNER BOULEVARD AT PLEASANT GROVE, ACROSS THE HIGHWAY FROM THE
 CS1440'SECOND AVENUE AIRPORT OFFICE, 54 FEET NORTHEAST OF THE CENTER LINE OF
 CS1440'THE HIGHWAY, 18 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 3
 CS1440'FEET SOUTHWEST OF A POWER POLE.  A BRONZE AZIMUTH MARK DISK SET IN THE
 CS1440'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS1440
 CS1440                          STATION RECOVERY (1958)
 CS1440
 CS1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1440'RECOVERED IN GOOD CONDITION.
 CS1440
 CS1440                          STATION RECOVERY (2000)
 CS1440
 CS1440'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1442 ***********************************************************************
 CS1442  DESIGNATION -  ELAM RM 1
 CS1442  PID         -  CS1442
 CS1442  STATE/COUNTY-  TX/DALLAS
 CS1442  USGS QUAD   -  HUTCHINS (1973)
 CS1442
 CS1442                         *CURRENT SURVEY CONTROL
 CS1442  ___________________________________________________________________
 CS1442* NAD 83(1986)-  32 43 55.     (N)    096 42 41.     (W)     SCALED    
 CS1442* NAVD 88     -       137.316  (meters)     450.51   (feet)  ADJUSTED  
 CS1442  ___________________________________________________________________
 CS1442  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CS1442  DYNAMIC HT  -         137.161 (meters)     450.00  (feet)  COMP
 CS1442  MODELED GRAV-     979,501.0   (mgal)                       NAVD 88
 CS1442
 CS1442  VERT ORDER  -  SECOND    CLASS 0
 CS1442
 CS1442.The horizontal coordinates were scaled from a topographic map and have
 CS1442.an estimated accuracy of +/- 6 seconds.
 CS1442
 CS1442.The orthometric height was determined by differential leveling
 CS1442.and adjusted by the National Geodetic Survey in June 1991..
 CS1442
 CS1442.The geoid height was determined by GEOID03.
 CS1442
 CS1442.The dynamic height is computed by dividing the NAVD 88
 CS1442.geopotential number by the normal gravity value computed on the
 CS1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1442.degrees latitude (g = 980.6199 gals.).
 CS1442
 CS1442.The modeled gravity was interpolated from observed gravity values.
 CS1442
 CS1442;                    North         East    Units  Estimated Accuracy
 CS1442;SPC TXNC     - 2,119,560.      767,630.      MT  (+/- 180 meters Scaled)
 CS1442
 CS1442                          SUPERSEDED SURVEY CONTROL
 CS1442
 CS1442  NGVD 29 (??/??/92)  137.332  (m)          450.56   (f) ADJ UNCH    2 0
 CS1442
 CS1442.Superseded values are not recommended for survey control.
 CS1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1442.See file dsdata.txt to determine how the superseded data were derived.
 CS1442
 CS1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB144238(NAD 83)
 CS1442_MARKER: DR = REFERENCE MARK DISK
 CS1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1442_STAMPING: ELAM NO 1 1947
 CS1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1442+STABILITY: SURFACE MOTION
 CS1442
 CS1442  HISTORY     - Date     Condition        Report By
 CS1442  HISTORY     - 1947     MONUMENTED       CGS
 CS1442  HISTORY     - 1958     GOOD             NGS
 CS1442  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1442
 CS1442                          STATION DESCRIPTION
 CS1442
 CS1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1442'1.8 MI NW FROM PLEASANT GROVE.
 CS1442'ABOUT 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 175 FROM ITS INTERSECTION
 CS1442'WITH BUCKNER BOULEVARD AT PLEASANT GROVE, JUST WEST OF THE SECOND
 CS1442'AVENUE AIRPORT, 150 FEET SOUTHEAST OF A LARGE SIGN BOARD, 72 FEET
 CS1442'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF A
 CS1442'POWER POLE, ON TOP OF AN 18 FOOT CUT.  A BRONZE REFERENCE MARK DISK
 CS1442'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 CS1442'GROUND.
 CS1442
 CS1442                          STATION RECOVERY (1958)
 CS1442
 CS1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1442'RECOVERED IN GOOD CONDITION.
 CS1442
 CS1442                          STATION RECOVERY (2000)
 CS1442
 CS1442'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0144 ***********************************************************************
 BO0144  DESIGNATION -  ELDORADO
 BO0144  PID         -  BO0144
 BO0144  STATE/COUNTY-  TX/SCHLEICHER
 BO0144  USGS QUAD   -  ELDORADO (1982)
 BO0144
 BO0144                         *CURRENT SURVEY CONTROL
 BO0144  ___________________________________________________________________
 BO0144* NAD 83(1993)-  30 51 34.64656(N)    100 36 00.17703(W)     ADJUSTED  
 BO0144* NAVD 88     -       744.308  (meters)    2441.95   (feet)  ADJUSTED  
 BO0144  ___________________________________________________________________
 BO0144  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 BO0144  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 BO0144  DYNAMIC HT  -         743.250 (meters)    2438.48  (feet)  COMP
 BO0144  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 BO0144
 BO0144  HORZ ORDER  -  FIRST
 BO0144  VERT ORDER  -  SECOND    CLASS 0
 BO0144
 BO0144.The horizontal coordinates were established by classical geodetic methods
 BO0144.and adjusted by the National Geodetic Survey in February 1996..
 BO0144
 BO0144.The orthometric height was determined by differential leveling
 BO0144.and adjusted by the National Geodetic Survey in June 1991..
 BO0144
 BO0144.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0144
 BO0144.The geoid height was determined by GEOID03.
 BO0144
 BO0144.The dynamic height is computed by dividing the NAVD 88
 BO0144.geopotential number by the normal gravity value computed on the
 BO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0144.degrees latitude (g = 980.6199 gals.).
 BO0144
 BO0144.The modeled gravity was interpolated from observed gravity values.
 BO0144
 BO0144;                    North         East     Units Scale Factor Converg.
 BO0144;SPC TX C     - 3,132,275.760   674,493.226   MT  0.99988479   -0 08 14.5
 BO0144;SPC TX C     -10,276,474.72  2,212,899.86   sFT  0.99988479   -0 08 14.5
 BO0144;UTM  14      - 3,415,140.790   347,016.815   MT  0.99988870   -0 49 15.2
 BO0144
 BO0144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0144!SPC TX C     -   0.99988671  x   0.99988479  =   0.99977151
 BO0144!UTM  14      -   0.99988671  x   0.99988870  =   0.99977542
 BO0144
 BO0144|---------------------------------------------------------------------|
 BO0144| PID    Reference Object                     Distance      Geod. Az  |
 BO0144|                                                           dddmmss.s |
 BO0144| CV3915 ELDORADO RM 3                        49.162 METERS 02707     |
 BO0144| CB0871 OLIVER                              APPROX.28.7 KM 0465854.5 |
 BO0144| CV3913 ELDORADO RM 1                       112.370 METERS 06631     |
 BO0144| BO0479 ELDORADO MUNICIPAL TANK             127.640 METERS 12648     |
 BO0144| CV3914 ELDORADO RM 2                        41.864 METERS 13339     |
 BO0144|---------------------------------------------------------------------|
 BO0144
 BO0144                          SUPERSEDED SURVEY CONTROL
 BO0144
 BO0144  NAD 83(1986)-  30 51 34.65224(N)    100 36 00.16651(W) AD(       ) 1
 BO0144  NAD 27      -  30 51 34.02700(N)    100 35 58.80700(W) AD(       ) 1
 BO0144  NGVD 29 (??/??/92)  744.109  (m)         2441.30   (f) ADJ UNCH    2 0
 BO0144
 BO0144.Superseded values are not recommended for survey control.
 BO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0144.See file dsdata.txt to determine how the superseded data were derived.
 BO0144
 BO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4701715141(NAD 83)
 BO0144_MARKER: DB = BENCH MARK DISK
 BO0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0144_SP_SET: FOUNDATION
 BO0144_STAMPING: 2441.298 ELDORADO 1934
 BO0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0144
 BO0144  HISTORY     - Date     Condition        Report By
 BO0144  HISTORY     - 1935     MONUMENTED       CGS
 BO0144  HISTORY     - 1935     GOOD             CGS
 BO0144  HISTORY     - 1937     GOOD             TXHD
 BO0144  HISTORY     - 1939     GOOD             LOCSUR
 BO0144  HISTORY     - 1949     GOOD             CGS
 BO0144
 BO0144                          STATION DESCRIPTION
 BO0144
 BO0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0144'STATION IS LOCATED ON THE SE LAWN OF THE SCHLEICHER COUNTY
 BO0144'COURTHOUSE, 59 FEET SE OF WALK LEADING TO FRONT OF COURTHOUSE,
 BO0144'20.5 FEET NE OF FENCE BORDERING COURTHOUSE LAWN.  MARK IS
 BO0144'FLUSH AND ABOUT 2 FEET IN DIAMETER.
 BO0144'
 BO0144'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BO0144'DISKS SET IN CONCRETE.
 BO0144'
 BO0144'REFERENCE MARK NO. 1 IS ENE OF STATION, 1 FOOT ENE OF FENCE
 BO0144'AND 12 FEET SW OF FENCE CORNER AND GATE.
 BO0144'
 BO0144'REFERENCE MARK NO. 2 IS ESE OF STATION, 1 FOOT WNW OF FENCE
 BO0144'AND 23 FEET NNE OF FENCE CORNER.
 BO0144'
 BO0144'REFERENCE MARK NO. 3 IS NNE OF STATION, SET IN WINDOW LEDGE
 BO0144'E OF COURTHOUSE DOORWAY, 1.1 FEET NW OF LEDGE EDGE, 3 FEET NW
 BO0144'OF CENTER LINE OF EASTERNMOST PILLAR ON FRONT OF BUILDING.
 BO0144'
 BO0144'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BO0144
 BO0144                          STATION RECOVERY (1935)
 BO0144
 BO0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 BO0144'IN ELDORADO.
 BO0144'AT ELDORADO, AT THE SOUTH CORNER OF THE COURTHOUSE, AND IN THE STONE
 BO0144'FOUNDATION BENEATH THE CORNER STONE.  A STANDARD DISK, STAMPED
 BO0144'2441.298 ELDORADO 1934 AND SET VERTICALLY.
 BO0144
 BO0144                          STATION RECOVERY (1937)
 BO0144
 BO0144'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0144'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND AS
 BO0144'DESCRIBED.  DIRECTIONS FOR FINDING STATION ARE ADEQUATE.
 BO0144
 BO0144                          STATION RECOVERY (1939)
 BO0144
 BO0144'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1939
 BO0144'REFERENCE MARK NO. 3 IS LOCATED IN THE WINDOW SILL OF THE SECOND
 BO0144'WINDOW FROM THE E END OF THE COURTHOUSE BUILDING ON THE S WALL.
 BO0144'CEMENT HAS BEEN PLACED OVER A PORTION OF THIS MARK AND THE NUMBER
 BO0144'HAS BEEN DESTROYED.
 BO0144
 BO0144                          STATION RECOVERY (1949)
 BO0144
 BO0144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (FDT)
 BO0144'STATION RECOVERED AND IN GOOD CONDITION.  REFERENCE MARKS
 BO0144'ALSO FOUND IN GOOD CONDITION.  R.M. 1, HOWEVER, IS NOW UNABLE
 BO0144'TO BE SEEN FROM THE STATION BECAUSE A NEW MEMORIAL BUILDING HAS
 BO0144'BEEN ERECTED WHICH OBSTRUCTS THE LINE OF SIGHT.  DESCRIPTION
 BO0144'FOR REACHING STATION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1412 ***********************************************************************
 BZ1412  DESIGNATION -  ELDORADO
 BZ1412  PID         -  BZ1412
 BZ1412  STATE/COUNTY-  TX/NAVARRO
 BZ1412  USGS QUAD   -  COOLIDGE (1978)
 BZ1412
 BZ1412                         *CURRENT SURVEY CONTROL
 BZ1412  ___________________________________________________________________
 BZ1412* NAD 83(1993)-  31 50 14.67450(N)    096 39 19.53843(W)     ADJUSTED  
 BZ1412* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 BZ1412  ___________________________________________________________________
 BZ1412  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 BZ1412  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 BZ1412
 BZ1412  HORZ ORDER  -  SECOND
 BZ1412
 BZ1412.The horizontal coordinates were established by classical geodetic methods
 BZ1412.and adjusted by the National Geodetic Survey in February 1996..
 BZ1412
 BZ1412.The orthometric height was scaled from a topographic map.
 BZ1412
 BZ1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1412
 BZ1412.The geoid height was determined by GEOID03.
 BZ1412
 BZ1412;                    North         East     Units Scale Factor Converg.
 BZ1412;SPC TXNC     - 2,020,467.823   774,613.974   MT  1.00009509   +1 00 21.7
 BZ1412;SPC TXNC     - 6,628,818.18  2,541,379.35   sFT  1.00009509   +1 00 21.7
 BZ1412;SPC TX C     - 3,246,402.835 1,048,081.170   MT  0.99998799   +1 53 39.6
 BZ1412;SPC TX C     -10,650,906.63  3,438,579.64   sFT  0.99998799   +1 53 39.6
 BZ1412;UTM  14      - 3,524,809.526   721,874.992   MT  1.00020717   +1 14 14.3
 BZ1412
 BZ1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1412!SPC TXNC     -   0.99998030  x   1.00009509  =   1.00007539
 BZ1412!SPC TX C     -   0.99998030  x   0.99998799  =   0.99996829
 BZ1412!UTM  14      -   0.99998030  x   1.00020717  =   1.00018747
 BZ1412
 BZ1412|---------------------------------------------------------------------|
 BZ1412| PID    Reference Object                     Distance      Geod. Az  |
 BZ1412|                                                           dddmmss.s |
 BZ1412| CV7561 ELDORADO RM 1                        47.311 METERS 07336     |
 BZ1412| CV7562 ELDORADO RM 2                        21.063 METERS 14319     |
 BZ1412| CV7560 ELDORADO AZ MK                                     2444909.4 |
 BZ1412|---------------------------------------------------------------------|
 BZ1412
 BZ1412                          SUPERSEDED SURVEY CONTROL
 BZ1412
 BZ1412  NAD 83(1986)-  31 50 14.68311(N)    096 39 19.51930(W) AD(       ) 2
 BZ1412  NAD 27      -  31 50 14.10200(N)    096 39 18.56200(W) AD(       ) 2
 BZ1412
 BZ1412.Superseded values are not recommended for survey control.
 BZ1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1412.See file dsdata.txt to determine how the superseded data were derived.
 BZ1412
 BZ1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA2187524810(NAD 83)
 BZ1412_MARKER: DS = TRIANGULATION STATION DISK
 BZ1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1412
 BZ1412  HISTORY     - Date     Condition        Report By
 BZ1412  HISTORY     - 1948     MONUMENTED       CGS
 BZ1412
 BZ1412                          STATION DESCRIPTION
 BZ1412
 BZ1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1412'LOCATED ABOUT 5 MILES SOUTHEAST OF DAWSON, 7-1/2 MILES NORTH
 BZ1412'OF COOLIDGE AND ON PROPERTY OWNED BY MRS. L.L. ANDERSON.
 BZ1412'IT IS ABOUT 78 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF
 BZ1412'AN EAST-WEST ROAD, 10 FEET SOUTH OF AN OLD WELL CURB AND
 BZ1412'69 FEET NORTH OF A TREE, THE WEST END OF A ROW OF TREES.
 BZ1412'THE MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND
 BZ1412'AND THE DISC IS STAMPED ELDORADO 1948.
 BZ1412'
 BZ1412'REFERENCE MARK NO. 1 IS 155.22 FEET EAST OF THE STATION,
 BZ1412'ABOUT 110 FEET SOUTH OF THE CENTER LINE OF ROAD AND ABOUT
 BZ1412'1/2 FOOT WEST OF A LONE TREE.  THE MARK PROJECTS ABOUT 6
 BZ1412'INCHES AND THE DISC IS STAMPED ELDORADO NO 1 1948.
 BZ1412'
 BZ1412'REFERENCE MARK NO. 2 IS 69.10 FEET SOUTH OF THE STATION,
 BZ1412'2-1/2 FEET WEST OF A TREE, THE WEST END OF A ROW OF TREES.
 BZ1412'MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED ELDORADO
 BZ1412'NO 2 1948.
 BZ1412'
 BZ1412'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE STATION, ACROSS
 BZ1412'THE ROAD FROM A GROUP OF FARM BUILDINGS AND 25 FEET NORTH
 BZ1412'OF THE APPROXIMATE CENTER LINE OF THE ROAD, AND 2 FEET NORTH
 BZ1412'OF A POWER LINE POLE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 BZ1412'THE DISC IS STAMPED, ELDORADO 1948.
 BZ1412'
 BZ1412'STATION WAS REACHED FROM THE INTERSECTION OF STATE ROUTES
 BZ1412'22 AND 31 AND FARM ROAD 709 BY GOING SOUTH AND EAST ON STATE
 BZ1412'ROUTE 709 FOR 20.3 MILES TO A SHARP TURN TO THE LEFT.  TURN
 BZ1412'SHARP LEFT ON A GRADED DIRT ROAD AND GO SOUTHERLY FOR 0.7
 BZ1412'MILE TO A T-INTERSECTION.  THENCE LEFT OR EAST 0.5 MILE,
 BZ1412'THENCE RIGHT OR SOUTH FOR 2.0 MILE TO CROSSROADS AT ELDORADO,
 BZ1412'A SMALL SETTLEMENT.  TURN RIGHT OR WEST AND GO 1.9 MILE TO
 BZ1412'STATION SITE ON THE LEFT.
 BZ1412'
 BZ1412'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.2
 BZ1412'MILE TO THE MARK ON THE RIGHT AS DESCRIBED ABOVE.
 BZ1412'
 BZ1412'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0498 ***********************************************************************
 BO0498  DESIGNATION -  ELDORADO HUMBLE OIL MICROWAVE
 BO0498  PID         -  BO0498
 BO0498  STATE/COUNTY-  TX/SCHLEICHER
 BO0498  USGS QUAD   -  MOORE RANCH (1982)
 BO0498
 BO0498                         *CURRENT SURVEY CONTROL
 BO0498  ___________________________________________________________________
 BO0498* NAD 83(1993)-  30 55 25.73936(N)    100 50 26.03663(W)     ADJUSTED  
 BO0498* NAVD 88     -                                                        
 BO0498  ___________________________________________________________________
 BO0498  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 BO0498  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 BO0498
 BO0498  HORZ ORDER  -  THIRD
 BO0498
 BO0498.The horizontal coordinates were established by classical geodetic methods
 BO0498.and adjusted by the National Geodetic Survey in February 1996..
 BO0498
 BO0498
 BO0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0498
 BO0498.The geoid height was determined by GEOID03.
 BO0498
 BO0498;                    North         East     Units Scale Factor Converg.
 BO0498;SPC TX C     - 3,139,471.734   651,524.532   MT  0.99988266   -0 15 40.5
 BO0498;SPC TX C     -10,300,083.51  2,137,543.40   sFT  0.99988266   -0 15 40.5
 BO0498;UTM  14      - 3,422,610.880   324,134.526   MT  0.99998153   -0 56 46.0
 BO0498
 BO0498                          SUPERSEDED SURVEY CONTROL
 BO0498
 BO0498  NAD 83(1986)-  30 55 25.74719(N)    100 50 26.02275(W) AD(       ) 4
 BO0498  NAD 27      -  30 55 25.11073(N)    100 50 24.65043(W) AD(       ) 3
 BO0498
 BO0498.Superseded values are not recommended for survey control.
 BO0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0498.See file dsdata.txt to determine how the superseded data were derived.
 BO0498
 BO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV2413522611(NAD 83)
 BO0498_MARKER: 44 = MICROWAVE MAST
 BO0498
 BO0498  HISTORY     - Date     Condition        Report By
 BO0498  HISTORY     - 1968     FIRST OBSERVED   CGS
 BO0498
 BO0498                          STATION DESCRIPTION
 BO0498
 BO0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BO0498'THE STATION IS THE RED LIGHT ATOP THE ELDORADO, HUMBLE OIL COMPANY
 BO0498'MICROWAVE MAST AND IS LOCATED ABOUT 14 MILES NORTHWEST OF ELDORADO
 BO0498'AND 1-1/2 MILES WEST OF RANCH ROAD 1828.  THE MAST IS TRIANGULAR
 BO0498'IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE WITH
 BO0498'TWO MICROWAVE SCREENS JUST BELOW THE TOP, AND 300 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0479 ***********************************************************************
 BO0479  DESIGNATION -  ELDORADO MUNICIPAL TANK
 BO0479  PID         -  BO0479
 BO0479  STATE/COUNTY-  TX/SCHLEICHER
 BO0479  USGS QUAD   -  ELDORADO (1982)
 BO0479
 BO0479                         *CURRENT SURVEY CONTROL
 BO0479  ___________________________________________________________________
 BO0479* NAD 83(1993)-  30 51 32.16373(N)    100 35 56.33014(W)     ADJUSTED  
 BO0479* NAVD 88     -                                                        
 BO0479  ___________________________________________________________________
 BO0479  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 BO0479  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 BO0479
 BO0479  HORZ ORDER  -  THIRD
 BO0479
 BO0479.The horizontal coordinates were established by classical geodetic methods
 BO0479.and adjusted by the National Geodetic Survey in February 1996..
 BO0479
 BO0479
 BO0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0479
 BO0479.The geoid height was determined by GEOID03.
 BO0479
 BO0479;                    North         East     Units Scale Factor Converg.
 BO0479;SPC TX C     - 3,132,199.062   674,595.235   MT  0.99988482   -0 08 12.6
 BO0479;SPC TX C     -10,276,223.09  2,213,234.53   sFT  0.99988482   -0 08 12.6
 BO0479;UTM  14      - 3,415,062.880   347,117.902   MT  0.99988832   -0 49 13.1
 BO0479
 BO0479                          SUPERSEDED SURVEY CONTROL
 BO0479
 BO0479  NAD 83(1986)-  30 51 32.16705(N)    100 35 56.31607(W) AD(       ) 4
 BO0479  NAD 27      -  30 51 31.53800(N)    100 35 54.95200(W) AD(       ) 3
 BO0479
 BO0479.Superseded values are not recommended for survey control.
 BO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0479.See file dsdata.txt to determine how the superseded data were derived.
 BO0479
 BO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4711815063(NAD 83)
 BO0479_MARKER: 51 = TANK
 BO0479
 BO0479  HISTORY     - Date     Condition        Report By
 BO0479  HISTORY     - 1935     FIRST OBSERVED   CGS
 BO0479
 BO0479                          STATION DESCRIPTION
 BO0479
 BO0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0479'POINT OBSERVED IS THE FINIAL ATOP OF THE 100-FOOT BLACK,
 BO0479'MUNICIPAL WATER TANK LOCATED ABOUT 200 YARDS ESE OF THE COUNTY
 BO0479'COURTHOUSE, 125 YARDS NE OF THE WEST TEXAS UTILITIES COMPANYS
 BO0479'OFFICE, AND 150 FEET S OF THE FIRST PRESBYTERIAN CHURCH.
 BO0479'
 BO0479'OBSERVED FROM STATIONS KELLY, CLARK, AND EVANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0497 ***********************************************************************
 BO0497  DESIGNATION -  ELDORADO NORTHERN NAT GAS MAST
 BO0497  PID         -  BO0497
 BO0497  STATE/COUNTY-  TX/SCHLEICHER
 BO0497  USGS QUAD   -  MOORE RANCH (1982)
 BO0497
 BO0497                         *CURRENT SURVEY CONTROL
 BO0497  ___________________________________________________________________
 BO0497* NAD 83(1993)-  30 57 58.78423(N)    100 49 00.29724(W)     ADJUSTED  
 BO0497* NAVD 88     -                                                        
 BO0497  ___________________________________________________________________
 BO0497  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 BO0497  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 BO0497
 BO0497  HORZ ORDER  -  THIRD
 BO0497
 BO0497.The horizontal coordinates were established by classical geodetic methods
 BO0497.and adjusted by the National Geodetic Survey in February 1996..
 BO0497
 BO0497
 BO0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0497
 BO0497.The geoid height was determined by GEOID03.
 BO0497
 BO0497;                    North         East     Units Scale Factor Converg.
 BO0497;SPC TX C     - 3,144,174.294   653,821.105   MT  0.99988193   -0 14 56.4
 BO0497;SPC TX C     -10,315,511.83  2,145,078.08   sFT  0.99988193   -0 14 56.4
 BO0497;UTM  14      - 3,427,286.069   326,487.413   MT  0.99997138   -0 56 06.0
 BO0497
 BO0497                          SUPERSEDED SURVEY CONTROL
 BO0497
 BO0497  NAD 83(1986)-  30 57 58.79061(N)    100 49 00.28494(W) AD(       ) 4
 BO0497  NAD 27      -  30 57 58.18811(N)    100 48 58.87827(W) AD(       ) 3
 BO0497
 BO0497.Superseded values are not recommended for survey control.
 BO0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0497.See file dsdata.txt to determine how the superseded data were derived.
 BO0497
 BO0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV2648727286(NAD 83)
 BO0497_MARKER: 56 = SKELETON TOWER
 BO0497
 BO0497  HISTORY     - Date     Condition        Report By
 BO0497  HISTORY     - 1968     FIRST OBSERVED   CGS
 BO0497
 BO0497                          STATION DESCRIPTION
 BO0497
 BO0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BO0497'THE STATION IS THE RED LIGHT ATOP THE ELDORADO, NORTHERN NATURAL
 BO0497'GAS COMPANY MAST AND IS LOCATED ABOUT 15 MILES NORTHWEST OF
 BO0497'ELDORADO AND 3/4 MILES NORTH OF RANCH ROAD 1828.  THE MAST IS
 BO0497'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND
 BO0497'WHITE, AND 300 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0843 ***********************************************************************
 BP0843  DESIGNATION -  ELDRIDGE
 BP0843  PID         -  BP0843
 BP0843  STATE/COUNTY-  TX/TERRELL
 BP0843  USGS QUAD   -  MOFETA (1969)
 BP0843
 BP0843                         *CURRENT SURVEY CONTROL
 BP0843  ___________________________________________________________________
 BP0843* NAD 83(1993)-  30 00 28.35336(N)    102 09 59.47636(W)     ADJUSTED  
 BP0843* NAVD 88     -       712.9    (meters)    2339.     (feet)  VERTCON   
 BP0843  ___________________________________________________________________
 BP0843  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BP0843  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 BP0843
 BP0843  HORZ ORDER  -  FIRST
 BP0843
 BP0843.The horizontal coordinates were established by classical geodetic methods
 BP0843.and adjusted by the National Geodetic Survey in February 1996..
 BP0843
 BP0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0843
 BP0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0843
 BP0843.The geoid height was determined by GEOID03.
 BP0843
 BP0843;                    North         East     Units Scale Factor Converg.
 BP0843;SPC TXSC     - 4,245,137.322   294,556.362   MT  0.99993203   -1 33 04.7
 BP0843;SPC TXSC     -13,927,588.03    966,390.33   sFT  0.99993203   -1 33 04.7
 BP0843;UTM  13      - 3,323,039.739   773,316.970   MT  1.00052176   +1 25 04.6
 BP0843
 BP0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0843!SPC TXSC     -   0.99989163  x   0.99993203  =   0.99982367
 BP0843!UTM  13      -   0.99989163  x   1.00052176  =   1.00041333
 BP0843
 BP0843:                Primary Azimuth Mark                     Grid Az
 BP0843:SPC TXSC     -  DRYDEN WATER TANK                        050 30 24.6
 BP0843:UTM  13      -  DRYDEN WATER TANK                        047 32 15.3
 BP0843
 BP0843|---------------------------------------------------------------------|
 BP0843| PID    Reference Object                     Distance      Geod. Az  |
 BP0843|                                                           dddmmss.s |
 BP0843| BP0841 DRYDEN WATER TANK                   APPROX. 6.6 KM 0485719.9 |
 BP0843| BP0842 DRYDEN SEC                          APPROX. 4.4 KM 0903338.8 |
 BP0843| BA0405 SANTA ROSA MOUNTAIN                                2033246.0 |
 BP0843| BA0404 SHARP TIP                           APPROX.83.9 KM 2105637.8 |
 BP0843| CH9291 ELDRIDGE RM                          11.799 METERS 26139     |
 BP0843| CH9290 ELDRIDGE AZ MK                                     2910058.1 |
 BP0843| BP0844 MOFETA SECTION HOUSE S GABLE        APPROX. 7.8 KM 3115419.4 |
 BP0843| CH9292 ELDRIDGE RM 1                        12.543 METERS 34149     |
 BP0843|---------------------------------------------------------------------|
 BP0843
 BP0843                          SUPERSEDED SURVEY CONTROL
 BP0843
 BP0843  NAD 83(1986)-  30 00 28.32264(N)    102 09 59.51294(W) AD(       ) 1
 BP0843  NAD 27      -  30 00 27.63100(N)    102 09 58.02800(W) AD(       ) 1
 BP0843  NGVD 29 (07/19/86)  712.7    (m)         2338.     (f) VERT ANG       
 BP0843
 BP0843.Superseded values are not recommended for survey control.
 BP0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0843.See file dsdata.txt to determine how the superseded data were derived.
 BP0843
 BP0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP7331723040(NAD 83)
 BP0843_MARKER: DS = TRIANGULATION STATION DISK
 BP0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0843
 BP0843  HISTORY     - Date     Condition        Report By
 BP0843  HISTORY     - 1918     MONUMENTED       CGS
 BP0843  HISTORY     - 1934     GOOD             CGS
 BP0843  HISTORY     - 1958     GOOD             AMS
 BP0843
 BP0843                          STATION DESCRIPTION
 BP0843
 BP0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BP0843'ABOUT 4 MILES SOUTHWEST OF DRYDEN, 12 MILES SOUTHEAST OF
 BP0843'SANDERSON, 4 MILES SOUTH OF RAILROAD ON HIGHEST POINT OF SMALL
 BP0843'SLIGHTLY POINTED KNOB WHICH IS HIGHEST IN VICINITY.  TO REACH
 BP0843'FROM UNDERPASS AT SOUTHEAST EDGE OF SANDERSON, GO SOUTHEAST ON
 BP0843'U.S. 90, 14.95 MILES, TURN RIGHT, (SOUTH) ON UNIMPROVED DIRT ROAD
 BP0843'IN LANE AND GO 0.5 MILE TO CATTLE GUARD AT END OF LANE, CONTINUE
 BP0843'SOUTH ALONG FENCE 0.15 MILE TO STEEL GATE IN FENCE, TURN LEFT
 BP0843'THROUGH GATE AND CONTINUE EAST 0.8 MILE TO FORK IN ROAD, TAKE
 BP0843'RIGHT FORK 0.4 MILE TO GATE IN FENCE SURROUNDING WINDMILL
 BP0843'PUMPING STATION AND CONCRETE WATER TANK (THERE IS A RANCH
 BP0843'HOUSE TO EAST), TURN SOUGH THROUGH GATE AND GO 0.15 MILE ACROSS
 BP0843'THIS YARD TO SECOND GATE, GO THROUGH THIS GATE AND CONTINUE ON
 BP0843'WINDING UNIMPROVED DIRT ROAD THAT CROSSES FIELD IN
 BP0843'SOUTH-SOUTHWESTERLY DIRECTION 1.8 MILES TO STATION SITE ON
 BP0843'KNOLL.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 BP0843'STATION MARKS IN CONCRETE.  REFERENCE
 BP0843'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 BP0843'R.M. 1918 IS ON SAME KNOLL AS STATION AND 11.80
 BP0843'METERS (38.7 FEET) FROM IT S 81 DEG 39 MIN W.  R.M. NO.
 BP0843'1 AND AZIMUTH MARK WERE ADDED IN 1934.  R.M. NO. 1 IS ON SAME
 BP0843'KNOLL AS STATION AND 12.54 METERS (41.1 FEET) FROM IT
 BP0843'N 18 DEG 11 MIN W.  AZIMUTH MARK IS NEXT TO
 BP0843'NORTH-AND-SOUTH FENCE AND 0.3 MILE FROM STATION
 BP0843'N 68 DEG 59 MIN W.  FOLLOWING BEARINGS ARE FROM STATION--DRYDEN
 BP0843'AIRPORT, WEST PYLON, N 30 DEG 15 MIN W.  DRYDEN AIRPORT, EAST
 BP0843'PYLON, N 31 DEG 20 MIN E.  ELEVATION OF STATION, 712.7 METERS
 BP0843'(2,338 FEET)
 BP0843
 BP0843                          STATION RECOVERY (1958)
 BP0843
 BP0843'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BP0843'STATION WAS RECOVERED AS DESCRIBED.
 BP0843'
 BP0843'THE STATION IS LOCATED ON HIGHEST POINT OF HILL IN VICINITY.  282
 BP0843'FEET SW OF THE S TIP OF LIGHT SPOT.  550 FEET NE OF LINE BUSH IN
 BP0843'DRAIN.  375 FEET SE OF LONE BUSH, AND THE STATION IS THE CENTER
 BP0843'ONE OF FOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3028 ***********************************************************************
 CS3028  PACS        -  This is a Primary Airport Control Station.
 CS3028  DESIGNATION -  ELEC
 CS3028  PID         -  CS3028
 CS3028  STATE/COUNTY-  TX/TARRANT
 CS3028  USGS QUAD   -  LAKE WORTH (1982)
 CS3028
 CS3028                         *CURRENT SURVEY CONTROL
 CS3028  ___________________________________________________________________
 CS3028* NAD 83(1993)-  32 46 37.42055(N)    097 26 38.18264(W)     ADJUSTED  
 CS3028* NAVD 88     -       196.09   (meters)     643.3    (feet)  GPS OBS   
 CS3028  ___________________________________________________________________
 CS3028  X           -    -695,462.335 (meters)                     COMP
 CS3028  Y           -  -5,322,800.293 (meters)                     COMP
 CS3028  Z           -   3,433,287.803 (meters)                     COMP
 CS3028  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 CS3028  ELLIP HEIGHT-         168.06  (meters)          (10/24/00) GPS OBS
 CS3028  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CS3028
 CS3028  HORZ ORDER  -  B
 CS3028  ELLP ORDER  -  FOURTH    CLASS II
 CS3028
 CS3028.This mark is at Fort Worth Nas Airport (NFW)
 CS3028
 CS3028.The horizontal coordinates were established by GPS observations
 CS3028.and adjusted by the National Geodetic Survey in February 1996..
 CS3028
 CS3028.The orthometric height was determined by GPS observations and a
 CS3028.high-resolution geoid model.
 CS3028
 CS3028.GPS derived orthometric heights for airport stations designated as
 CS3028.PACS or SACS are published to 2 decimal places.  This maintains
 CS3028.centimeter relative accuracy between the PACS and SACS.  It does
 CS3028.not indicate centimeter accuracy relative to other marks which are
 CS3028.part of the NAVD 88 network.
 CS3028
 CS3028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3028
 CS3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3028
 CS3028.The ellipsoidal height was determined by GPS observations
 CS3028.and is referenced to NAD 83.
 CS3028
 CS3028.The geoid height was determined by GEOID03.
 CS3028
 CS3028;                    North         East     Units Scale Factor Converg.
 CS3028;SPC TXNC     - 2,123,628.713   698,926.553   MT  0.99988404   +0 34 33.5
 CS3028;SPC TXNC     - 6,967,271.87  2,293,061.53   sFT  0.99988404   +0 34 33.5
 CS3028;UTM  14      - 3,627,643.873   645,732.620   MT  0.99986188   +0 50 33.2
 CS3028
 CS3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3028!SPC TXNC     -   0.99997361  x   0.99988404  =   0.99985766
 CS3028!UTM  14      -   0.99997361  x   0.99986188  =   0.99983550
 CS3028
 CS3028:                Primary Azimuth Mark                     Grid Az
 CS3028:SPC TXNC     -  RUN 1967                                 179 56 50.9
 CS3028:UTM  14      -  RUN 1967                                 179 40 51.2
 CS3028
 CS3028|---------------------------------------------------------------------|
 CS3028| PID    Reference Object                     Distance      Geod. Az  |
 CS3028|                                                           dddmmss.s |
 CS3028| CS3027 RUN 1967                            443.229 METERS 1803124.4 |
 CS3028| CS3037 SIL 2                               168.718 METERS 23856     |
 CS3028| CS3023 CONVAIR PE SURVEY 11 1967           140.659 METERS 26516     |
 CS3028|---------------------------------------------------------------------|
 CS3028
 CS3028                          SUPERSEDED SURVEY CONTROL
 CS3028
 CS3028  ELLIP H (02/20/96)  168.15   (m)                       GP(       ) 1 1
 CS3028  NAD 83(1993)-  32 46 37.41643(N)    097 26 38.18660(W) AD(       ) 3
 CS3028  NAD 83(1993)-  32 46 37.41939(N)    097 26 38.16989(W) AD(       ) 3
 CS3028  NAD 83(1986)-  32 46 37.41971(N)    097 26 38.16971(W) AD(       ) 3
 CS3028  NAD 27      -  32 46 36.95617(N)    097 26 37.09673(W) AD(       ) 3
 CS3028  NGVD 29 (07/19/86)  197.2    (m)          647.     (f) VERT ANG       
 CS3028
 CS3028.Superseded values are not recommended for survey control.
 CS3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3028.See file dsdata.txt to determine how the superseded data were derived.
 CS3028
 CS3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4573327644(NAD 83)
 CS3028_MARKER: DH = HORIZONTAL CONTROL DISK
 CS3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS3028_STAMPING: ELEC 1967
 CS3028_MARK LOGO: CGS   
 CS3028_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS3028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3028+STABILITY: SURFACE MOTION
 CS3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3028+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1995
 CS3028
 CS3028  HISTORY     - Date     Condition        Report By
 CS3028  HISTORY     - 1967     MONUMENTED       CGS
 CS3028  HISTORY     - 19950317 GOOD             NGS
 CS3028
 CS3028                          STATION DESCRIPTION
 CS3028
 CS3028'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3028'THE STATION IS LOCATED ON PROPERTY OF THE FORT WORTH DIVISION
 CS3028'OF GENERAL DYNAMICS CORPERATION, IN THE VICINITY OF FLIGHT
 CS3028'OPERATIONS, ABOUT 550 FEET EAST OF THE ELECTRONICS BUILDING,
 CS3028'AND AT THE EAST EDGE OF THE TAXIWAY WAY.
 CS3028'
 CS3028'STATION MARKS ARE STANDARD DISKS, STAMPED ELEC 1967.  THE
 CS3028'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 CS3028'WITH THE SURFACE OF GROUND.  IT IS 52.8 FEET NORTH OF A
 CS3028'FIRE HYDRANT MAN HOLE COVER, AND 5 FEET EAST OF THE EAST
 CS3028'EDGE OF TAXIWAY.
 CS3028'
 CS3028'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CS3028'ABOUT 3 FEET BELOW THE SURFACE OF GROUND.
 CS3028'
 CS3028'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
 CS3028
 CS3028                          STATION RECOVERY (1995)
 CS3028
 CS3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS3028'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF THE CENTER OF
 CS3028'FORT WORTH, 5.0 MI (8.0 KM) NORTH NORTHEAST OF BENBROOK, 1.2 MI (1.9
 CS3028'KM) EAST OF WHITE SETTLEMENT AND WEST OF THE RUNWAY AT THE FORT WORTH
 CS3028'NAVEL AIR STATION.  OWNERSHIP--LOCKHEED, BOX 748, FORT WORTH, TX
 CS3028'76101.  CONTACT IN ADVANCE, KEITH WOLFORD, LEAD ENGINEER FACILITIES,
 CS3028'PHONE (817) 777-7959, FAX (817) 777-5143.  NOTE--THIS IS A SECURED
 CS3028'AREA AND A CONTRACTORS BADGE MUST BE OBTAINED, STATIONS ARE ON THE
 CS3028'FLIGHT LINE AND FOD PROCEDURES WILL NEED TO BE FOLLOWED, ESCORT MIGHT
 CS3028'BE REQUIRED.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CS3028'HIGHWAY 30 AND STATE HIGHWAY 341 IN WESTERN FORT WORTH, GO NORTH ON
 CS3028'STATE HIGHWAY 341 (LOCKHEED BLVD) FOR 2.0 MI (3.2 KM) TO A PAVED ROAD
 CS3028'LEFT AND A GATE AHEAD, TURN LEFT AND GO WEST ON CLIFFORD STREET FOR
 CS3028'0.25 MI (0.40 KM) TO GATE NUMBER 2 ON THE RIGHT, TURN RIGHT AND GO
 CS3028'NORTH ON A FACTORY ROAD FOR 0.8 MI (1.3 KM) TO A OVERHEAD TRESTLE,
 CS3028'CONTINUE AHEAD AND GO NORTH FOR 0.4 MI (0.6 KM) TO A CURVE RIGHT (JUST
 CS3028'PAST BUILDING 152) , TURN RIGHT AND GO EAST FOR 0.1 MI (0.2 KM) TO A
 CS3028'T-JUNCTION (BUILDING 102 AHEAD) , TURN LEFT AND GO NORTH FOR 0.25 MI
 CS3028'(0.40 KM) TO A ROAD RIGHT (JUST BEFORE BUILDING 145) , TURN RIGHT AND
 CS3028'GO EAST ALONG THE NORTH SIDE OF A YELLOW GUARD RAIL FOR 0.25 MI (0.40
 CS3028'KM) TO A DEFOD AREA, RAMP AND ABOUT 200 FT (61.0 M) TO THE NORTHEAST
 CS3028'COMPASS ROWS, BEAR RIGHT AND GO SOUTH SOUTHEAST ACROSS THE RAMP FOR
 CS3028'0.1 MI (0.2 KM) TO THE EAST EDGE OF A TAXIWAY, GO SOUTH ALONG THE EAST
 CS3028'EDGE OF THE TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 CS3028'THE STATION IS 85.6 FT (26.1 M) SOUTH OF THE CENTER OF A FIRE HYDRANT
 CS3028'COVER NUMBER 67, 7.0 FT (2.1 M) NORTH OF THE NORTH EDGE OF A CONCRETE
 CS3028'RAMP LEADING EAST TO THE MOST SOUTHERLY OF TWO TURNTABLES AND 5.5 FT
 CS3028'(1.7 M) EAST OF THE EAST EDGE OF A TAXIWAY.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0524 ***********************************************************************
 EM0524  DESIGNATION -  ELECTRA
 EM0524  PID         -  EM0524
 EM0524  STATE/COUNTY-  TX/WICHITA
 EM0524  USGS QUAD   -  ELECTRA (1991)
 EM0524
 EM0524                         *CURRENT SURVEY CONTROL
 EM0524  ___________________________________________________________________
 EM0524* NAD 83(1993)-  34 02 15.40790(N)    098 54 44.97735(W)     ADJUSTED  
 EM0524* NAVD 88     -       372.559  (meters)    1222.30   (feet)  ADJUSTED  
 EM0524  ___________________________________________________________________
 EM0524  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 EM0524  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 EM0524  DYNAMIC HT  -         372.148 (meters)    1220.96  (feet)  COMP
 EM0524  MODELED GRAV-     979,520.5   (mgal)                       NAVD 88
 EM0524
 EM0524  HORZ ORDER  -  SECOND
 EM0524  VERT ORDER  -  FIRST     CLASS II
 EM0524
 EM0524.The horizontal coordinates were established by classical geodetic methods
 EM0524.and adjusted by the National Geodetic Survey in February 1996..
 EM0524
 EM0524.The orthometric height was determined by differential leveling
 EM0524.and adjusted by the National Geodetic Survey in June 1991..
 EM0524
 EM0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0524
 EM0524.The geoid height was determined by GEOID03.
 EM0524
 EM0524.The dynamic height is computed by dividing the NAVD 88
 EM0524.geopotential number by the normal gravity value computed on the
 EM0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0524.degrees latitude (g = 980.6199 gals.).
 EM0524
 EM0524.The modeled gravity was interpolated from observed gravity values.
 EM0524
 EM0524;                    North         East     Units Scale Factor Converg.
 EM0524;SPC TXNC     - 2,263,003.983   561,907.976   MT  1.00002056   -0 13 29.9
 EM0524;SPC TXNC     - 7,424,538.90  1,843,526.42   sFT  1.00002056   -0 13 29.9
 EM0524;UTM  14      - 3,766,329.932   508,077.454   MT  0.99960080   +0 02 56.3
 EM0524
 EM0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0524!SPC TXNC     -   0.99994591  x   1.00002056  =   0.99996646
 EM0524!UTM  14      -   0.99994591  x   0.99960080  =   0.99954673
 EM0524
 EM0524|---------------------------------------------------------------------|
 EM0524| PID    Reference Object                     Distance      Geod. Az  |
 EM0524|                                                           dddmmss.s |
 EM0524| CX7152 ELECTRA RM 1                         21.312 METERS 00845     |
 EM0524| EM0775 ELECTRA N MUNICIPAL TANK             25.540 METERS 03119     |
 EM0524| EM0773 SUNSHINE                            APPROX.11.0 KM 0755932.7 |
 EM0524| CX7153 ELECTRA RM 2                         19.423 METERS 13504     |
 EM0524| EM0776 ELECTRA S MUNICIPAL TANK            APPROX. 1.2 KM 2063139.1 |
 EM0524| EM0778 ELECTRA WESTERN FARMER RAD MST      APPROX. 3.4 KM 2540026.9 |
 EM0524| EM0777 ELECTRA TEX PIPELINE CO MICRO       APPROX. 2.3 KM 2614702.2 |
 EM0524|---------------------------------------------------------------------|
 EM0524
 EM0524                          SUPERSEDED SURVEY CONTROL
 EM0524
 EM0524  NAD 83(1993)-  34 02 15.40802(N)    098 54 44.97722(W) AD(       ) 2
 EM0524  NAD 83(1986)-  34 02 15.41337(N)    098 54 44.96547(W) AD(       ) 2
 EM0524  NAD 27      -  34 02 15.08237(N)    098 54 43.71832(W) AD(       ) 2
 EM0524
 EM0524.Superseded values are not recommended for survey control.
 EM0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0524.See file dsdata.txt to determine how the superseded data were derived.
 EM0524
 EM0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0807766330(NAD 83)
 EM0524_MARKER: DS = TRIANGULATION STATION DISK
 EM0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0524_SP_SET: CONCRETE POST
 EM0524_STAMPING: ELECTRA 1965
 EM0524_MARK LOGO: CGS   
 EM0524_PROJECTION: RECESSED 5 CENTIMETERS
 EM0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0524+STABILITY: SURFACE MOTION
 EM0524
 EM0524  HISTORY     - Date     Condition        Report By
 EM0524  HISTORY     - 1965     MONUMENTED       CGS
 EM0524  HISTORY     - 1984     GOOD             NGS
 EM0524  HISTORY     - 20010525 GOOD             USPSQD
 EM0524
 EM0524                          STATION DESCRIPTION
 EM0524
 EM0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0524'THE STATION IS LOCATED IN ELECTRA, NEAR THE ELECTRA, NORTH
 EM0524'MUNICIPAL TANK AND ON PROPERTY OWNED BY THE CITY.
 EM0524'
 EM0524'THE STATION MARK IS A STANDARD DISK, STAMPED ELECTRA 1965,
 EM0524'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 EM0524'DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 89 FEET
 EM0524'WEST OF THE CENTERLINE OF N ELECTRA STREET AND 46 FEET
 EM0524'NORTH OF THE CENTERLINE OF E WASHINGTON STREET.
 EM0524'
 EM0524'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELECTRA
 EM0524'NO 1 1965, CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 EM0524'CONCRETE BASE OF THE SOUTHWEST LEG OF THE NORTH
 EM0524'MUNICIPAL TANK.
 EM0524'
 EM0524'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELECTRA
 EM0524'NO 1 1965, SET IN THE TOP OF A ROUND CONCRETE POST, 12
 EM0524'INCHES IN DIAMETER, THAT PROJECTS 5 INCHES.  IT IS 28
 EM0524'FEET NORTH OF THE CENTERLINE OF N ELECTRA STREET, 28
 EM0524'FEET WEST OF THE CENTERLINE OF E WASHINGTON STREET, 2
 EM0524'FEET NORTHWEST OF A POWER LINE POLE, 2 FEET SOUTH
 EM0524'OF A WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 EM0524'
 EM0524'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 EM0524'
 EM0524'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EM0524
 EM0524                          STATION RECOVERY (1984)
 EM0524
 EM0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0524'IN ELECTRA.
 EM0524'IN ELECTRA, AT THE INTERSECTION OF EAST WASHINGTON STREET AND NORTH
 EM0524'ONELE COURT, AT THE SITE OF THE MUNICIPAL WATER TANK, 26.7 METERS
 EM0524'(87.6 FT) NORTHWEST OF THE CENTER OF THE COURT, 15.2 METERS (49.9 FT)
 EM0524'SOUTH OF THE SOUTH LEG OF THE TANK, 14.1 METERS (46.3 FT) NORTHEAST OF
 EM0524'THE CENTER OF THE STREET, AND 4.9 METERS (16.1 FT) SOUTHWEST OF A
 EM0524'FENCE CORNER.
 EM0524'THE MARK IS 0.1 M BELOW THE GROUND.
 EM0524
 EM0524                          STATION RECOVERY (2001)
 EM0524
 EM0524'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0082 ***********************************************************************
 EM0082  DESIGNATION -  ELECTRA BM
 EM0082  PID         -  EM0082
 EM0082  STATE/COUNTY-  TX/WICHITA
 EM0082  USGS QUAD   -  ELECTRA (1991)
 EM0082
 EM0082                         *CURRENT SURVEY CONTROL
 EM0082  ___________________________________________________________________
 EM0082* NAD 83(1986)-  34 01 47.     (N)    098 55 05.     (W)     SCALED    
 EM0082* NAVD 88     -       373.376  (meters)    1224.98   (feet)  ADJUSTED  
 EM0082  ___________________________________________________________________
 EM0082  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 EM0082  DYNAMIC HT  -         372.963 (meters)    1223.63  (feet)  COMP
 EM0082  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 EM0082
 EM0082  VERT ORDER  -  FIRST     CLASS II
 EM0082
 EM0082.The horizontal coordinates were scaled from a topographic map and have
 EM0082.an estimated accuracy of +/- 6 seconds.
 EM0082
 EM0082.The orthometric height was determined by differential leveling
 EM0082.and adjusted by the National Geodetic Survey in June 1991..
 EM0082
 EM0082.The geoid height was determined by GEOID03.
 EM0082
 EM0082.The dynamic height is computed by dividing the NAVD 88
 EM0082.geopotential number by the normal gravity value computed on the
 EM0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0082.degrees latitude (g = 980.6199 gals.).
 EM0082
 EM0082.The modeled gravity was interpolated from observed gravity values.
 EM0082
 EM0082;                    North         East    Units  Estimated Accuracy
 EM0082;SPC TXNC     - 2,262,130.      561,390.      MT  (+/- 180 meters Scaled)
 EM0082
 EM0082                          SUPERSEDED SURVEY CONTROL
 EM0082
 EM0082  NGVD 29 (??/??/92)  373.294  (m)         1224.72   (f) ADJ UNCH    1 2
 EM0082
 EM0082.Superseded values are not recommended for survey control.
 EM0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0082.See file dsdata.txt to determine how the superseded data were derived.
 EM0082
 EM0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC075654(NAD 83)
 EM0082_MARKER: DB = BENCH MARK DISK
 EM0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0082_STAMPING: 1224.715 ELECTRA 1932
 EM0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0082+STABILITY: SURFACE MOTION
 EM0082
 EM0082  HISTORY     - Date     Condition        Report By
 EM0082  HISTORY     - 1932     MONUMENTED       CGS
 EM0082  HISTORY     - 1957     GOOD             NGS
 EM0082  HISTORY     - 1975     GOOD             NGS
 EM0082  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0082  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 EM0082
 EM0082                          STATION DESCRIPTION
 EM0082
 EM0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0082'IN ELECTRA.
 EM0082'AT ELECTRA, WICHITA COUNTY, AT THE ENTRANCE TO THE CITY HALL.  A
 EM0082'STANDARD DISK, STAMPED 1224.715 ELECTRA 1932 AND SET IN THE TOP OF A
 EM0082'CONCRETE POST.  NOTE-- IT IS AT THE SOUTHWEST CORNER OF THE OLD CITY
 EM0082'HALL BUILDING WHICH IS NOW USED BY POLICE AND FIRE DEPARTMENT.
 EM0082
 EM0082                          STATION RECOVERY (1975)
 EM0082
 EM0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EM0082'RECOVERED IN GOOD CONDITION.
 EM0082
 EM0082                          STATION RECOVERY (1984)
 EM0082
 EM0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0082'THIS AREA IS NOW A PAVED DRIVEWAY.
 EM0082
 EM0082                          STATION RECOVERY (2001)
 EM0082
 EM0082'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0083 ***********************************************************************
 EM0083  DESIGNATION -  ELECTRA BM RESET 1975
 EM0083  PID         -  EM0083
 EM0083  STATE/COUNTY-  TX/WICHITA
 EM0083  USGS QUAD   -  ELECTRA (1991)
 EM0083
 EM0083                         *CURRENT SURVEY CONTROL
 EM0083  ___________________________________________________________________
 EM0083* NAD 83(1986)-  34 01 48.     (N)    098 55 03.     (W)     SCALED    
 EM0083* NAVD 88     -       372.73   (+/-2cm)    1222.9    (feet)  VERTCON   
 EM0083  ___________________________________________________________________
 EM0083  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 EM0083
 EM0083  VERT ORDER  -  THIRD (See Below)
 EM0083
 EM0083.The horizontal coordinates were scaled from a topographic map and have
 EM0083.an estimated accuracy of +/- 6 seconds.
 EM0083
 EM0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0083.The vertical order pertains to the NGVD 29 superseded value.
 EM0083
 EM0083.The geoid height was determined by GEOID03.
 EM0083
 EM0083;                    North         East    Units  Estimated Accuracy
 EM0083;SPC TXNC     - 2,262,160.      561,440.      MT  (+/- 180 meters Scaled)
 EM0083
 EM0083                          SUPERSEDED SURVEY CONTROL
 EM0083
 EM0083  NGVD 29 (01/29/03)  372.65   (m)         1222.6    (f) RESET       3  
 EM0083
 EM0083.Superseded values are not recommended for survey control.
 EM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0083.See file dsdata.txt to determine how the superseded data were derived.
 EM0083
 EM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC076654(NAD 83)
 EM0083_MARKER: DB = BENCH MARK DISK
 EM0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0083_SP_SET: BUILDING
 EM0083_STAMPING: ELECTRA RESET 1975
 EM0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0083
 EM0083  HISTORY     - Date     Condition        Report By
 EM0083  HISTORY     - 1975     MONUMENTED       NGS
 EM0083  HISTORY     - 20010525 GOOD             USPSQD
 EM0083
 EM0083                          STATION DESCRIPTION
 EM0083
 EM0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 EM0083'IN ELECTRA.
 EM0083'THE MARK IS LOCATED AT THE NEW FIRE AND POLICE STATION IN ELECTRA, SET
 EM0083'IN A DRILL HOLE AT THE WEST END OF WING OF WALK, AT THE ENTRANCE TO
 EM0083'POLICE STATION.  IT IS ABOUT 8 FEET WEST OF THE ENTRANCE TO POLICE
 EM0083'STATION, 1-FOOT EAST OF WALL AND 1-FOOT SOUTH OF THE SOUTH WALL OF
 EM0083'BUILDING.
 EM0083
 EM0083                          STATION RECOVERY (2001)
 EM0083
 EM0083'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0775 ***********************************************************************
 EM0775  DESIGNATION -  ELECTRA N MUNICIPAL TANK
 EM0775  PID         -  EM0775
 EM0775  STATE/COUNTY-  TX/WICHITA
 EM0775  USGS QUAD   -  ELECTRA (1991)
 EM0775
 EM0775                         *CURRENT SURVEY CONTROL
 EM0775  ___________________________________________________________________
 EM0775* NAD 83(1993)-  34 02 16.11605(N)    098 54 44.45989(W)     ADJUSTED  
 EM0775* NAVD 88     -                                                        
 EM0775  ___________________________________________________________________
 EM0775  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 EM0775  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 EM0775
 EM0775  HORZ ORDER  -  THIRD
 EM0775
 EM0775.The horizontal coordinates were established by classical geodetic methods
 EM0775.and adjusted by the National Geodetic Survey in February 1996..
 EM0775
 EM0775
 EM0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0775
 EM0775.The geoid height was determined by GEOID03.
 EM0775
 EM0775;                    North         East     Units Scale Factor Converg.
 EM0775;SPC TXNC     - 2,263,025.750   561,921.336   MT  1.00002062   -0 13 29.6
 EM0775;SPC TXNC     - 7,424,610.31  1,843,570.25   sFT  1.00002062   -0 13 29.6
 EM0775;UTM  14      - 3,766,351.754   508,090.703   MT  0.99960081   +0 02 56.6
 EM0775
 EM0775                          SUPERSEDED SURVEY CONTROL
 EM0775
 EM0775  NAD 83(1993)-  34 02 16.11617(N)    098 54 44.45976(W) AD(       ) 4
 EM0775  NAD 83(1986)-  34 02 16.12156(N)    098 54 44.44809(W) AD(       ) 4
 EM0775  NAD 27      -  34 02 15.79053(N)    098 54 43.20087(W) AD(       ) 3
 EM0775
 EM0775.Superseded values are not recommended for survey control.
 EM0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0775.See file dsdata.txt to determine how the superseded data were derived.
 EM0775
 EM0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0809166352(NAD 83)
 EM0775
 EM0775  HISTORY     - Date     Condition        Report By
 EM0775  HISTORY     - 1965     MONUMENTED       CGS
 EM0775  HISTORY     - 20010525 GOOD             USPSQD
 EM0775
 EM0775                          STATION DESCRIPTION
 EM0775
 EM0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0775'THE STATION IS THE CENTER OF THE TOP OF A DOUBLE
 EM0775'ELLIPSOIDAL, ELEVATED WATER TANK WITH AN OVERALL HEIGHT
 EM0775'OF 135 FEET.  IT IS LOCATED AT THE INTERSECTION OF
 EM0775'ELECTRA STREET AND TRAIL ROAD.
 EM0775'
 EM0775'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 EM0775'STATION ELECTRA, THE DISTANCE BEING 25.540 METERS,
 EM0775'83.79 FEET NORTHEAST OF STATION ELECTRA.
 EM0775
 EM0775                          STATION RECOVERY (2001)
 EM0775
 EM0775'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0776 ***********************************************************************
 EM0776  DESIGNATION -  ELECTRA S MUNICIPAL TANK
 EM0776  PID         -  EM0776
 EM0776  STATE/COUNTY-  TX/WICHITA
 EM0776  USGS QUAD   -  ELECTRA (1991)
 EM0776
 EM0776                         *CURRENT SURVEY CONTROL
 EM0776  ___________________________________________________________________
 EM0776* NAD 83(1993)-  34 01 40.01947(N)    098 55 06.19398(W)     ADJUSTED  
 EM0776* NAVD 88     -                                                        
 EM0776  ___________________________________________________________________
 EM0776  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 EM0776  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 EM0776
 EM0776  HORZ ORDER  -  THIRD
 EM0776
 EM0776.The horizontal coordinates were established by classical geodetic methods
 EM0776.and adjusted by the National Geodetic Survey in February 1996..
 EM0776
 EM0776
 EM0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0776
 EM0776.The geoid height was determined by GEOID03.
 EM0776
 EM0776;                    North         East     Units Scale Factor Converg.
 EM0776;SPC TXNC     - 2,261,915.736   561,359.396   MT  1.00001762   -0 13 41.5
 EM0776;SPC TXNC     - 7,420,968.54  1,841,726.62   sFT  1.00001762   -0 13 41.5
 EM0776;UTM  14      - 3,765,239.532   507,534.310   MT  0.99960070   +0 02 44.4
 EM0776
 EM0776                          SUPERSEDED SURVEY CONTROL
 EM0776
 EM0776  NAD 83(1993)-  34 01 40.01960(N)    098 55 06.19385(W) AD(       ) 4
 EM0776  NAD 83(1986)-  34 01 40.02486(N)    098 55 06.18245(W) AD(       ) 4
 EM0776  NAD 27      -  34 01 39.69310(N)    098 55 04.93494(W) AD(       ) 3
 EM0776
 EM0776.Superseded values are not recommended for survey control.
 EM0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0776.See file dsdata.txt to determine how the superseded data were derived.
 EM0776
 EM0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0753465240(NAD 83)
 EM0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0776+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 EM0776
 EM0776  HISTORY     - Date     Condition        Report By
 EM0776  HISTORY     - 1965     MONUMENTED       CGS
 EM0776  HISTORY     - 20010525 GOOD             USPSQD
 EM0776  HISTORY     - 20040806 GOOD             USPSQD
 EM0776
 EM0776                          STATION DESCRIPTION
 EM0776
 EM0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0776'THE STATION IS THE CENTER OF THE TOP OF A DOUBLE
 EM0776'ELLIPSOIDAL ELEVATED WATER TANK WITH AN OVERALL HEIGHT
 EM0776'OF 135 FEET.  IT IS LOCATED AT THE INTERSECTION OF
 EM0776'ELECTRA STREET AND TRAIL ROAD.
 EM0776
 EM0776                          STATION RECOVERY (2001)
 EM0776
 EM0776'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0776'RECOVERED IN GOOD CONDITION.
 EM0776
 EM0776                          STATION RECOVERY (2004)
 EM0776
 EM0776'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 EM0776'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0777 ***********************************************************************
 EM0777  DESIGNATION -  ELECTRA TEX PIPELINE CO MICRO
 EM0777  PID         -  EM0777
 EM0777  STATE/COUNTY-  TX/WICHITA
 EM0777  USGS QUAD   -  ELECTRA (1991)
 EM0777
 EM0777                         *CURRENT SURVEY CONTROL
 EM0777  ___________________________________________________________________
 EM0777* NAD 83(1993)-  34 02 04.58127(N)    098 56 14.96692(W)     ADJUSTED  
 EM0777* NAVD 88     -                                                        
 EM0777  ___________________________________________________________________
 EM0777  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 EM0777  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 EM0777
 EM0777  HORZ ORDER  -  THIRD
 EM0777
 EM0777.The horizontal coordinates were established by classical geodetic methods
 EM0777.and adjusted by the National Geodetic Survey in February 1996..
 EM0777
 EM0777
 EM0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0777
 EM0777.The geoid height was determined by GEOID03.
 EM0777
 EM0777;                    North         East     Units Scale Factor Converg.
 EM0777;SPC TXNC     - 2,262,679.728   559,598.225   MT  1.00001966   -0 14 19.0
 EM0777;SPC TXNC     - 7,423,475.07  1,835,948.51   sFT  1.00001966   -0 14 19.0
 EM0777;UTM  14      - 3,765,994.785   505,770.247   MT  0.99960041   +0 02 05.9
 EM0777
 EM0777                          SUPERSEDED SURVEY CONTROL
 EM0777
 EM0777  NAD 83(1993)-  34 02 04.58140(N)    098 56 14.96680(W) AD(       ) 4
 EM0777  NAD 83(1986)-  34 02 04.58679(N)    098 56 14.95542(W) AD(       ) 4
 EM0777  NAD 27      -  34 02 04.25697(N)    098 56 13.70572(W) AD(       ) 3
 EM0777
 EM0777.Superseded values are not recommended for survey control.
 EM0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0777.See file dsdata.txt to determine how the superseded data were derived.
 EM0777
 EM0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0577065995(NAD 83)
 EM0777
 EM0777  HISTORY     - Date     Condition        Report By
 EM0777  HISTORY     - 1965     MONUMENTED       CGS
 EM0777  HISTORY     - 20010525 GOOD             USPSQD
 EM0777
 EM0777                          STATION DESCRIPTION
 EM0777
 EM0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0777'THE STATION IS THE CENTER OF THE TOP OF A 200 FOOT HIGH, RED
 EM0777'AND WHITE STEEL MAST.  IT IS LOCATED ABOUT 1 MILE WEST
 EM0777'OF THE TOWN AND 1/2 MILE SOUTH OF U.S. HIGHWAY 287.
 EM0777
 EM0777                          STATION RECOVERY (2001)
 EM0777
 EM0777'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0778 ***********************************************************************
 EM0778  DESIGNATION -  ELECTRA WESTERN FARMER RAD MST
 EM0778  PID         -  EM0778
 EM0778  STATE/COUNTY-  TX/WICHITA
 EM0778  USGS QUAD   -  ELECTRA (1991)
 EM0778
 EM0778                         *CURRENT SURVEY CONTROL
 EM0778  ___________________________________________________________________
 EM0778* NAD 83(1993)-  34 01 45.00089(N)    098 56 52.32730(W)     ADJUSTED  
 EM0778* NAVD 88     -                                                        
 EM0778  ___________________________________________________________________
 EM0778  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 EM0778  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 EM0778
 EM0778  HORZ ORDER  -  THIRD
 EM0778
 EM0778.The horizontal coordinates were established by classical geodetic methods
 EM0778.and adjusted by the National Geodetic Survey in February 1996..
 EM0778
 EM0778
 EM0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0778
 EM0778.The geoid height was determined by GEOID03.
 EM0778
 EM0778;                    North         East     Units Scale Factor Converg.
 EM0778;SPC TXNC     - 2,262,080.451   558,637.273   MT  1.00001803   -0 14 39.4
 EM0778;SPC TXNC     - 7,421,508.95  1,832,795.79   sFT  1.00001803   -0 14 39.4
 EM0778;UTM  14      - 3,765,391.180   504,812.567   MT  0.99960029   +0 01 45.0
 EM0778
 EM0778                          SUPERSEDED SURVEY CONTROL
 EM0778
 EM0778  NAD 83(1993)-  34 01 45.00102(N)    098 56 52.32718(W) AD(       ) 4
 EM0778  NAD 83(1986)-  34 01 45.00641(N)    098 56 52.31584(W) AD(       ) 4
 EM0778  NAD 27      -  34 01 44.67543(N)    098 56 51.06438(W) AD(       ) 3
 EM0778
 EM0778.Superseded values are not recommended for survey control.
 EM0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0778.See file dsdata.txt to determine how the superseded data were derived.
 EM0778
 EM0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0481365391(NAD 83)
 EM0778
 EM0778  HISTORY     - Date     Condition        Report By
 EM0778  HISTORY     - 1965     MONUMENTED       CGS
 EM0778  HISTORY     - 20010525 GOOD             USPSQD
 EM0778
 EM0778                          STATION DESCRIPTION
 EM0778
 EM0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0778'THE STATION IS THE CENTER OF THE TOP OF A 200 FOOT HIGH,
 EM0778'RED AND WHITE STEEL MAST.  IT IS LOCATED ABOUT 2 MILES WEST
 EM0778'AND 1 MILE SOUTH OF THE TOWN.
 EM0778
 EM0778                          STATION RECOVERY (2001)
 EM0778
 EM0778'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0330 ***********************************************************************
 BB0330  DESIGNATION -  ELEPHANT
 BB0330  PID         -  BB0330
 BB0330  STATE/COUNTY-  TX/PRESIDIO
 BB0330  USGS QUAD   -  AGUA ADENTRO MOUNTAIN (1971)
 BB0330
 BB0330                         *CURRENT SURVEY CONTROL
 BB0330  ___________________________________________________________________
 BB0330* NAD 83(1993)-  29 27 47.89902(N)    104 01 47.62572(W)     ADJUSTED  
 BB0330* NAVD 88     -      1478.     (meters)    4849.     (feet)  SCALED    
 BB0330  ___________________________________________________________________
 BB0330  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 BB0330  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BB0330
 BB0330  HORZ ORDER  -  FIRST
 BB0330
 BB0330.The horizontal coordinates were established by classical geodetic methods
 BB0330.and adjusted by the National Geodetic Survey in February 1996..
 BB0330
 BB0330.The orthometric height was scaled from a topographic map.
 BB0330
 BB0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0330
 BB0330.The geoid height was determined by GEOID03.
 BB0330
 BB0330;                    North         East     Units Scale Factor Converg.
 BB0330;SPC TXSC     - 4,191,133.065   112,309.822   MT  0.99986575   -2 27 51.2
 BB0330;SPC TXSC     -13,750,409.06    368,469.81   sFT  0.99986575   -2 27 51.2
 BB0330;UTM  13      - 3,259,709.363   594,065.967   MT  0.99970918   +0 28 37.9
 BB0330
 BB0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0330!SPC TXSC     -   0.99977130  x   0.99986575  =   0.99963708
 BB0330!UTM  13      -   0.99977130  x   0.99970918  =   0.99948055
 BB0330
 BB0330:                Primary Azimuth Mark                     Grid Az
 BB0330:SPC TXSC     -  CONE SHAPED PEAK                         143 10 21.0
 BB0330:UTM  13      -  CONE SHAPED PEAK                         140 13 51.9
 BB0330
 BB0330|---------------------------------------------------------------------|
 BB0330| PID    Reference Object                     Distance      Geod. Az  |
 BB0330|                                                           dddmmss.s |
 BB0330| BB0333 CONE SHAPED PEAK                    APPROX. 2.0 KM 1404229.8 |
 BB0330| CH9293 ELEPHANT RM 1                                      20215     |
 BB0330| CH9294 ELEPHANT RM 2                                      27217     |
 BB0330| BB0331 BURRO                               APPROX. 6.1 KM 2780827.5 |
 BB0330|---------------------------------------------------------------------|
 BB0330
 BB0330                          SUPERSEDED SURVEY CONTROL
 BB0330
 BB0330  NAD 83(1986)-  29 27 47.88954(N)    104 01 47.61775(W) AD(       ) 1
 BB0330  NAD 27      -  29 27 47.20400(N)    104 01 45.90600(W) AD(       ) 1
 BB0330
 BB0330.Superseded values are not recommended for survey control.
 BB0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0330.See file dsdata.txt to determine how the superseded data were derived.
 BB0330
 BB0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN9406659709(NAD 83)
 BB0330_MARKER: DS = TRIANGULATION STATION DISK
 BB0330_SETTING: 66 = SET IN ROCK OUTCROP
 BB0330
 BB0330  HISTORY     - Date     Condition        Report By
 BB0330  HISTORY     - 1934     MONUMENTED       CGS
 BB0330
 BB0330                          STATION DESCRIPTION
 BB0330
 BB0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BB0330'ABOUT 9 MILES NORTHEAST OF REDFORD, 22 MILES EAST-SOUTHEAST
 BB0330'OF PRESIDIO, AND 4-1/2 MILES WEST OF BOGLES RANCH.  STATION
 BB0330'IS ON A HIGH ROUND-TOPPED MOUNTAIN, AT THE HIGHEST POINT OF THE
 BB0330'INTERSECTION OF THREE RIDGES OR ARMS COMING FROM THE EAST,
 BB0330'WEST AND SOUTH.  THIS PEAK IS THE CENTER ONE OF THREE PEAKS
 BB0330'AND ABOUT 1-1/2 MILES NORTHWEST OF A HIGH CONE-SHAPED PEAK
 BB0330'(THIS PEAK IS A NATURAL AZIMUTH) WHICH IS SLIGHTLY HIGHER THAN
 BB0330'THE STATION PEAK.
 BB0330'
 BB0330'TO REACH FROM BOGLES RANCH, GO THROUGH GATE TO WEST OF HOUSE
 BB0330'AND TAKE RIGHT FORK NORTHWEST (PRESIDIO ROAD), GO 0.05 MILE
 BB0330'TO WIRE GATE, CONTINUE 0.6 MILE AND TAKE LEFT (WEST), GO
 BB0330'2.1 MILES AND TAKE RIGHT FORK (NORTHWEST), GO 1.6 MILES AND
 BB0330'TAKE LEFT FORK AT THE EARTH RESERVOIR, GO 1.6 MILES TO A
 BB0330'SMALL DRAW JUST AFTER ROAD STARTS DOWN GRADE TO WEST.  THIS
 BB0330'IS THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH UP DRAW ABOUT
 BB0330'3/4 MILE, THEN BEAR LEFT TO TOP OF RIDGE.  FOLLOW UP RIDGE
 BB0330'SOUTHWEST TO THE HIGHEST POINT AND STATION.  AN HOUR PACK
 BB0330'WITH LOAD.  WATER AT BOGLES RANCH.
 BB0330'
 BB0330'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BB0330'OUTCROPPING BEDROCK.
 BB0330'
 BB0330'REFERENCE MARK NO. 1 IS ON SOUTH ARM OF THREE INTERSECTING
 BB0330'ARMS, ON WEST SLOPE JUST BEFORE IT DROPS OFF VERTICALLY.
 BB0330'ZENITH DISTANCE-116 DEG 01 MIN 30 SEC.  MEASUREMENT WAS MADE
 BB0330'FROM INSTRUMENT TO MARK.
 BB0330'
 BB0330'REFERENCE MARK NO. 2 IS WEST OF STATION ON WEST OF THREE
 BB0330'INTERSECTION ARMS AT EDGE OF CLIFF.  ZENITH DISTANCE-102 DEG
 BB0330'47 MIN 30 SEC.  MEASUREMENT WAS MADE FROM INSTRUMENT TO MARK.
 BB0330'
 BB0330'AZIMUTH MARK (NATURAL AZIMUTH) IS TRIANGULATION STATION BURRO,
 BB0330'WHICH IS ON THE HIGHEST PEAK OF A LARGE BLACK ROCK MOUNTAIN
 BB0330'JUST SOUTH OF BOFECILLOS CANYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5902 ***********************************************************************
 AW5902  DESIGNATION -  ELEVATOR
 AW5902  PID         -  AW5902
 AW5902  STATE/COUNTY-  TX/GALVESTON
 AW5902  USGS QUAD   -  GALVESTON (1994)
 AW5902
 AW5902                         *CURRENT SURVEY CONTROL
 AW5902  ___________________________________________________________________
 AW5902* NAD 83(1993)-  29 18 25.48601(N)    094 48 04.24639(W)     ADJUSTED  
 AW5902* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW5902  ___________________________________________________________________
 AW5902  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AW5902  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5902
 AW5902  HORZ ORDER  -  THIRD
 AW5902
 AW5902.The horizontal coordinates were established by classical geodetic methods
 AW5902.and adjusted by the National Geodetic Survey in February 1996..
 AW5902
 AW5902.The orthometric height was scaled from a topographic map.
 AW5902
 AW5902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5902
 AW5902.The geoid height was determined by GEOID03.
 AW5902
 AW5902;                    North         East     Units Scale Factor Converg.
 AW5902;SPC TXSC     - 4,170,650.714 1,007,770.037   MT  0.99986336   +2 03 25.4
 AW5902;SPC TXSC     -13,683,209.88  3,306,325.53   sFT  0.99986336   +2 03 25.4
 AW5902;UTM  15      - 3,243,354.340   325,071.150   MT  0.99997760   -0 52 54.8
 AW5902
 AW5902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5902!SPC TXSC     -   1.00000386  x   0.99986336  =   0.99986722
 AW5902!UTM  15      -   1.00000386  x   0.99997760  =   0.99998146
 AW5902
 AW5902:                Primary Azimuth Mark                     Grid Az
 AW5902:SPC TXSC     -  BOLIVAR POINT LIGHTHOUSE USE             024 36 44.2
 AW5902:UTM  15      -  BOLIVAR POINT LIGHTHOUSE USE             027 33 04.4
 AW5902
 AW5902|---------------------------------------------------------------------|
 AW5902| PID    Reference Object                     Distance      Geod. Az  |
 AW5902|                                                           dddmmss.s |
 AW5902| AW5901 BOLIVAR POINT LIGHTHOUSE USE        APPROX. 7.4 KM 0264009.6 |
 AW5902| CV9767 ELEVATOR RM 2                         2.500 METERS 14215     |
 AW5902| CV9766 ELEVATOR RM 1                         3.362 METERS 22344     |
 AW5902| AW5979 EAST CAUSEWAY TOWER                 APPROX. 8.3 KM 2621347.8 |
 AW5902|---------------------------------------------------------------------|
 AW5902
 AW5902                          SUPERSEDED SURVEY CONTROL
 AW5902
 AW5902  NAD 83(1986)-  29 18 25.50096(N)    094 48 04.22691(W) AD(       ) 3
 AW5902  NAD 27      -  29 18 24.64500(N)    094 48 03.51800(W) AD(       ) 3
 AW5902
 AW5902.Superseded values are not recommended for survey control.
 AW5902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5902.See file dsdata.txt to determine how the superseded data were derived.
 AW5902
 AW5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2507143354(NAD 83)
 AW5902_MARKER: I = METAL ROD
 AW5902_SETTING: 0 = UNSPECIFIED SETTING
 AW5902
 AW5902  HISTORY     - Date     Condition        Report By
 AW5902  HISTORY     - 1931     MONUMENTED       CGS
 AW5902  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5902  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 AW5902  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW5902  HISTORY     - 20020112 MARK NOT FOUND   USPSQD
 AW5902
 AW5902                          STATION DESCRIPTION
 AW5902
 AW5902'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW5902'ON TOP OF THE CITY GRAIN ELEVATOR AT GALVESTON.  STATION WAS
 AW5902'LOCATED AT ABOUT THE CENTRAL PART OF THE TOP OF THE SMALL
 AW5902'ELEVATOR HOUSE AT THE SW CORNER OF THE HIGHEST PART OF THE
 AW5902'BUILDING.  STATION IS 3.7 METERS FROM THE OUTSIDE OF THE
 AW5902'W PARAPET AND 2.3 METERS FROM THE OUTSIDE OF THE S PARAPET.
 AW5902'THE OUTSIDE FACES OF THE PARAPET ARE A CONTINUATION OF THE
 AW5902'VERTICAL FACES OF THE BUILDING.
 AW5902'
 AW5902'DUE TO THE COMPOSITION OF THE ROOF SURFACING THE STATION
 AW5902'WAS NOT MARKED, BUT MAY BE RECOVERED FROM THE REFERENCE
 AW5902'MARKS WHICH ARE PERMANENT.
 AW5902'
 AW5902'REFERENCE MARK 1 IS A CROSS CUT IN THE SIDE OF AN IRON PIPE,
 AW5902'1-1/2 INCHES IN DIAMETER, WHICH SURROUNDS THE BASE OF A
 AW5902'1-INCH PIPE WHICH FORMS THE SUPPORT FOR A SMALL BEACON
 AW5902'LIGHT AT THE EXTREME SW CORNER OF THE BUILDING.
 AW5902'
 AW5902'REFERENCE MARK 2 IS A NOTCH CUT IN THE TOP OF THE S PARAPET,
 AW5902'4.5 METERS E OF THE SW CORNER OF THE BUILDING.  DISTANCE
 AW5902'(2.500 METERS) IS MEASURED TO THE OUTSIDE OF THE NOTCH WHICH
 AW5902'IS ALSO THE OUTER FACE OF THE PARAPET.
 AW5902
 AW5902                          STATION RECOVERY (1960)
 AW5902
 AW5902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5902'LOST.  THE STATION WAS NOT MARKED AND THE REFERENCE POINTS
 AW5902'ARE NO LONGER IDENTIFIABLE.  IT IS RECOMMENDED THIS STATION
 AW5902'BE CLASSIFIED AS LOST.
 AW5902
 AW5902                          STATION RECOVERY (1996)
 AW5902
 AW5902'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5902'MARK NOT FOUND.
 AW5902
 AW5902                          STATION RECOVERY (1999)
 AW5902
 AW5902'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5902'MARK NOT FOUND.
 AW5902
 AW5902                          STATION RECOVERY (2002)
 AW5902
 AW5902'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2323 ***********************************************************************
 AH2323  DESIGNATION -  ELEVATOR TP SEC
 AH2323  PID         -  AH2323
 AH2323  STATE/COUNTY-  TX/OLDHAM
 AH2323  USGS QUAD   -  VEGA SOUTH (1966)
 AH2323
 AH2323                         *CURRENT SURVEY CONTROL
 AH2323  ___________________________________________________________________
 AH2323* NAD 83(1993)-  35 14 39.33763(N)    102 25 31.94928(W)     ADJUSTED  
 AH2323* NAVD 88     -      1262.1    (meters)    4141.     (feet)  VERTCON   
 AH2323  ___________________________________________________________________
 AH2323  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 AH2323  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AH2323
 AH2323  HORZ ORDER  -  THIRD
 AH2323
 AH2323.The horizontal coordinates were established by classical geodetic methods
 AH2323.and adjusted by the National Geodetic Survey in July 1998..
 AH2323
 AH2323.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2323
 AH2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2323
 AH2323.The geoid height was determined by GEOID03.
 AH2323
 AH2323;                    North         East     Units Scale Factor Converg.
 AH2323;SPC TX N     - 1,138,428.256   115,769.213   MT  0.99991544   -0 32 11.0
 AH2323;SPC TX N     - 3,734,993.37    379,819.49   sFT  0.99991544   -0 32 11.0
 AH2323;UTM  13      - 3,903,169.310   734,249.899   MT  1.00027630   +1 29 10.7
 AH2323
 AH2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2323!SPC TX N     -   0.99980584  x   0.99991544  =   0.99972129
 AH2323!UTM  13      -   0.99980584  x   1.00027630  =   1.00008208
 AH2323
 AH2323                          SUPERSEDED SURVEY CONTROL
 AH2323
 AH2323  NGVD 29 (07/28/98) 1261.6    (m)         4139.     (f) VERT ANG       
 AH2323
 AH2323.Superseded values are not recommended for survey control.
 AH2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2323.See file dsdata.txt to determine how the superseded data were derived.
 AH2323
 AH2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3425003169(NAD 83)
 AH2323_MARKER: B = BOLT
 AH2323_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH2323+WITH SETTING: PAVEMENT
 AH2323
 AH2323  HISTORY     - Date     Condition        Report By
 AH2323  HISTORY     - 1966     MONUMENTED       USGS
 AH2323
 AH2323                          STATION DESCRIPTION
 AH2323
 AH2323'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2323'LOCATED ON ROOF OF THE VEGA WHEAT GROWERS, INC. ELEVATOR AT VEGA,
 AH2323'TEXAS.
 AH2323'A --TURN-POINT STATION-- LOCATED 4.6 FT. E. OF AND 3.3 FT. S. OF THE
 AH2323'SOUTHEAST CORNER BASE OF HEAD HOUSE STRUCTURE.
 AH2323'STATION MARK--CENTER OF A RECTANGULAR CENTER BOLT, PROJECTING 1 IN.
 AH2323'ABOVE ROOF AT CENTER OF CIRCULAR ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0878 ***********************************************************************
 BM0878  DESIGNATION -  ELGIN MUNICIPAL TANK
 BM0878  PID         -  BM0878
 BM0878  STATE/COUNTY-  TX/BASTROP
 BM0878  USGS QUAD   -  ELGIN EAST (1982)
 BM0878
 BM0878                         *CURRENT SURVEY CONTROL
 BM0878  ___________________________________________________________________
 BM0878* NAD 83(1993)-  30 21 06.95809(N)    097 22 17.85786(W)     ADJUSTED  
 BM0878* NAVD 88     -                                                        
 BM0878  ___________________________________________________________________
 BM0878  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BM0878  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BM0878
 BM0878  HORZ ORDER  -  THIRD
 BM0878
 BM0878.The horizontal coordinates were established by classical geodetic methods
 BM0878.and adjusted by the National Geodetic Survey in February 1996..
 BM0878
 BM0878
 BM0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0878
 BM0878.The geoid height was determined by GEOID03.
 BM0878
 BM0878;                    North         East     Units Scale Factor Converg.
 BM0878;SPC TX C     - 3,079,756.483   984,701.163   MT  0.99994552   +1 31 31.6
 BM0878;SPC TX C     -10,104,167.73  3,230,640.40   sFT  0.99994552   +1 31 31.6
 BM0878;UTM  14      - 3,358,907.398   656,506.061   MT  0.99990218   +0 49 22.8
 BM0878
 BM0878                          SUPERSEDED SURVEY CONTROL
 BM0878
 BM0878  NAD 83(1986)-  30 21 06.97856(N)    097 22 17.83990(W) AD(       ) 4
 BM0878  NAD 27      -  30 21 06.22300(N)    097 22 16.85300(W) AD(       ) 3
 BM0878
 BM0878.Superseded values are not recommended for survey control.
 BM0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0878.See file dsdata.txt to determine how the superseded data were derived.
 BM0878
 BM0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU5650658907(NAD 83)
 BM0878_MARKER: 53 = ELEVATED TANK
 BM0878
 BM0878  HISTORY     - Date     Condition        Report By
 BM0878  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0878  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0878
 BM0878                          STATION DESCRIPTION
 BM0878
 BM0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0878'THIS INTERSECTION STATION IS THE CENTER OF THE ELGIN MUNICIPAL
 BM0878'WATER TANK.  IT IS A TALL, STEEL TANK, WITH ROUND BOTTOM AND
 BM0878'CONICAL TOP AND HAS A BALL AT THE CENTER OF THE TOP.  IT IS
 BM0878'SUPPORTED BY FOUR LEGS.  THE ENTIRE STRUCTURE IS PAINTED SILVER.
 BM0878'THE TANK IS LETTERED ELGIN ON THE N AND W SIDES NEAR THE BASE
 BM0878'OF THE BOWL.  THERE IS A PLATFORM WITH STEEL RAILING AT THE
 BM0878'BASE OF THE BOWL.  THE TANK WHICH IS ABOUT 125 FEET HIGH AND
 BM0878'VERY PROMINENT IS ABOUT 1/4 MILE N OF THE MAIN PART OF TOWN,
 BM0878'ABOUT 0.2 MILE S OF THE JUNCTION OF TEXAS HIGHWAYS 20 AND 95,
 BM0878'ABOUT 200 FEET E OF TEXAS HIGHWAY 20, ABOUT 75 FEET W OF A
 BM0878'RAILROAD, AND ABOUT 75 FEET SE OF A STREET.
 BM0878
 BM0878                          STATION RECOVERY (2004)
 BM0878
 BM0878'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 BM0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0881 ***********************************************************************
 BM0881  DESIGNATION -  ELGIN MUNICIPAL TANK
 BM0881  PID         -  BM0881
 BM0881  STATE/COUNTY-  TX/BASTROP
 BM0881  USGS QUAD   -  ELGIN WEST (1982)
 BM0881
 BM0881                         *CURRENT SURVEY CONTROL
 BM0881  ___________________________________________________________________
 BM0881* NAD 83(1993)-  30 20 51.48654(N)    097 22 41.21508(W)     ADJUSTED  
 BM0881* NAVD 88     -                                                        
 BM0881  ___________________________________________________________________
 BM0881  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BM0881  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0881
 BM0881  HORZ ORDER  -  THIRD
 BM0881
 BM0881.The horizontal coordinates were established by classical geodetic methods
 BM0881.and adjusted by the National Geodetic Survey in February 1996..
 BM0881
 BM0881
 BM0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0881
 BM0881.The geoid height was determined by GEOID03.
 BM0881
 BM0881;                    North         East     Units Scale Factor Converg.
 BM0881;SPC TX C     - 3,079,263.659   984,090.279   MT  0.99994636   +1 31 19.6
 BM0881;SPC TX C     -10,102,550.85  3,228,636.19   sFT  0.99994636   +1 31 19.6
 BM0881;UTM  14      - 3,358,422.122   655,889.208   MT  0.99989981   +0 49 10.6
 BM0881
 BM0881                          SUPERSEDED SURVEY CONTROL
 BM0881
 BM0881  NAD 83(1986)-  30 20 51.50650(N)    097 22 41.19763(W) AD(       ) 4
 BM0881  NAD 27      -  30 20 50.75358(N)    097 22 40.21434(W) AD(       ) 3
 BM0881
 BM0881.Superseded values are not recommended for survey control.
 BM0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0881.See file dsdata.txt to determine how the superseded data were derived.
 BM0881
 BM0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU5588958422(NAD 83)
 BM0881_MARKER: 53 = ELEVATED TANK
 BM0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0881+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 BM0881
 BM0881  HISTORY     - Date     Condition        Report By
 BM0881  HISTORY     - 1967     FIRST OBSERVED   CGS
 BM0881  HISTORY     - 19910710 GOOD             USPSQD
 BM0881  HISTORY     - 19990522 GOOD             USPSQD
 BM0881  HISTORY     - 20040306 GOOD             USPSQD
 BM0881
 BM0881                          STATION DESCRIPTION
 BM0881
 BM0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0881'THE STATION IS LOCATED 0.3 MILE NORTH OF U.S. HIGHWAY 290 AND
 BM0881'NEAR THE SOUTH WEST EDGE OF THE CITY OF ELGIN.  THE BALL AT
 BM0881'THE TOP OF THE ELGIN MUNICIPAL WATER TANK WAS INTERSECTED.  THE
 BM0881'TANK IS OVAL SHAPED, PAINTED SILVER, SUPPORTED BY A SIX-LEGGED
 BM0881'STEEL STRUCTURE AND IS ABOUT 125 FEET HIGH.
 BM0881
 BM0881                          STATION RECOVERY (1991)
 BM0881
 BM0881'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0881'RECOVERED IN GOOD CONDITION.
 BM0881
 BM0881                          STATION RECOVERY (1999)
 BM0881
 BM0881'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0881'RECOVERED IN GOOD CONDITION.
 BM0881
 BM0881                          STATION RECOVERY (2004)
 BM0881
 BM0881'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 BM0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0475 ***********************************************************************
 CE0475  DESIGNATION -  ELIZARIO
 CE0475  PID         -  CE0475
 CE0475  STATE/COUNTY-  TX/EL PASO
 CE0475  USGS QUAD   -  CLINT (1995)
 CE0475
 CE0475                         *CURRENT SURVEY CONTROL
 CE0475  ___________________________________________________________________
 CE0475* NAD 83(1993)-  31 30 42.15180(N)    106 13 28.79618(W)     ADJUSTED  
 CE0475* NAVD 88     -      1104.4    (meters)    3623.     (feet)  VERTCON   
 CE0475  ___________________________________________________________________
 CE0475  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 CE0475  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0475
 CE0475  HORZ ORDER  -  SECOND
 CE0475
 CE0475.The horizontal coordinates were established by classical geodetic methods
 CE0475.and adjusted by the National Geodetic Survey in February 1996..
 CE0475
 CE0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0475
 CE0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0475
 CE0475.The geoid height was determined by GEOID03.
 CE0475
 CE0475;                    North         East     Units Scale Factor Converg.
 CE0475;SPC TX C     - 3,219,349.887   140,685.112   MT  0.99992128   -3 02 03.8
 CE0475;SPC TX C     -10,562,150.42    461,564.40   sFT  0.99992128   -3 02 03.8
 CE0475;UTM  13      - 3,486,964.024   383,710.910   MT  0.99976679   -0 38 24.6
 CE0475
 CE0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0475!SPC TX C     -   0.99983041  x   0.99992128  =   0.99975170
 CE0475!UTM  13      -   0.99983041  x   0.99976679  =   0.99959724
 CE0475
 CE0475:                Primary Azimuth Mark                     Grid Az
 CE0475:SPC TX C     -  FABENS SILVER MUNICIPAL TANK             103 12 13.7
 CE0475:UTM  13      -  FABENS SILVER MUNICIPAL TANK             100 48 34.5
 CE0475
 CE0475|---------------------------------------------------------------------|
 CE0475| PID    Reference Object                     Distance      Geod. Az  |
 CE0475|                                                           dddmmss.s |
 CE0475| CE0474 FABENS SILVER MUNICIPAL TANK        APPROX. 6.8 KM 1001009.9 |
 CE0475| CC7341 ELIZARIO RM 1                        12.696 METERS 10707     |
 CE0475| CC7342 ELIZARIO RM 2                        16.468 METERS 19606     |
 CE0475| CC7343 ELIZARIO RM 3                        18.297 METERS 20028     |
 CE0475| CE0478 ELIZARIO AZ MK 2                    APPROX. 0.9 KM 3220851.0 |
 CE0475| CC7340 ELIZARIO AZ MK                                     3241037.6 |
 CE0475|---------------------------------------------------------------------|
 CE0475
 CE0475                          SUPERSEDED SURVEY CONTROL
 CE0475
 CE0475  NAD 83(1986)-  31 30 42.15705(N)    106 13 28.79030(W) AD(       ) 2
 CE0475  NAD 27      -  31 30 41.73600(N)    106 13 26.87300(W) AD(       ) 2
 CE0475  NGVD 29 (07/19/86) 1103.9    (m)         3622.     (f) VERT ANG       
 CE0475
 CE0475.Superseded values are not recommended for survey control.
 CE0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0475.See file dsdata.txt to determine how the superseded data were derived.
 CE0475
 CE0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ8371186964(NAD 83)
 CE0475_MARKER: DS = TRIANGULATION STATION DISK
 CE0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0475_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0475
 CE0475  HISTORY     - Date     Condition        Report By
 CE0475  HISTORY     - 1936     MONUMENTED       CGS
 CE0475  HISTORY     - 1954     GOOD             AMS
 CE0475  HISTORY     - 1972     GOOD             USGS
 CE0475  HISTORY     - 1980     GOOD             NGS
 CE0475
 CE0475                          STATION DESCRIPTION
 CE0475
 CE0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0475'THIS STATION IS WSW OF FABENS, ON THE NE SIDE OF A GRADED GRAVEL
 CE0475'ROAD, IN THE S CORNER OF A CULTIVATED FIELD.  THE STATION MARK
 CE0475'IS 26 FEET ENE OF THE CENTER LINE OF THE GRAVEL ROAD AND 13
 CE0475'FEET ENE OF THE RIGHT-OF-WAY LINE, WHICH IS MARKED BY A LINE
 CE0475'OF TELEPHONE POLES.  IT IS 26 FEET NNW OF THE CENTER LINE OF
 CE0475'A SMALL SIDE ROAD LEADING TO THE NE (NW SIDE OF WIRE FENCE), 70
 CE0475'FEET NNE OF A 12-INCH COTTONWOOD TREE (FIRST IN LINE LEADING TO
 CE0475'RANCH), 200 FEET NNE OF A METAL BARN (MOST NORTHERLY OF RANCH
 CE0475'BUILDINGS), AND 45 FEET NW OF A CONCRETE FLOOD GATE IN
 CE0475'IRRIGATION DITCH.  THE MARK WAS SET TWO FEET BELOW THE SURFACE
 CE0475'OF THE GROUND.
 CE0475'
 CE0475'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CE0475'BRONZE DISKS SET IN CONCRETE.
 CE0475'
 CE0475'REFERENCE MARK NO. 1 IS 1 FOOT NW OF FENCE LINE LEADING NE AND
 CE0475'SW, 10 FEET SE OF THE ROAD LEADING TO THE NE, AND 51 FEET NE
 CE0475'OF THE CENTER LINE OF GRAVEL ROAD.  MARK PROJECTS 4 INCHES.
 CE0475'
 CE0475'REFERENCE MARK NO. 2 IS 6 FEET NW OF THE IRRIGATION DITCH,
 CE0475'17 FEET SW OF THE GRAVEL ROAD (CENTER LINE), AND 21 FEET NW OF THE
 CE0475'ROAD LEADING INTO THE RANCH (ON SW).  MARK PROJECTS 6 INCHES.
 CE0475'
 CE0475'AZIMUTH MARK IS 95 FEET NE OF THE CENTER LINE OF THE ROAD AT
 CE0475'THE POINT WHERE IT TURNS TO THE NE, 17 FEET SW OF THE CENTER
 CE0475'LINE OF THE ROAD, 12 FEET SW OF LARGE COTTONWOOD TREE, AND
 CE0475'2 FEET FROM THE EDGE OF ROAD.  MARK PROJECTS 6 INCHES.
 CE0475'
 CE0475'TO REACH FROM FABENS, TURN RIGHT ON THE FIRST STREET SW OF
 CE0475'THE POST OFFICE AND GO SW 1.0 MILE TO END OF PAVEMENT.  CONTINUE
 CE0475'ON GRAVEL ROAD FOR 0.9 MILE TO T-INTERSECTION.  TURN RIGHT FOR
 CE0475'0.2 MILE AND TURN LEFT, SW, ON GRAVEL ROAD FOR 1.1 MILES TO
 CE0475'SIDE ROAD TO RIGHT.  TURN RIGHT, NW, ON GRAVEL ROAD FOR 2.6
 CE0475'MILES TO RANCH ON LEFT AND STATION ON RIGHT IN S CORNER OF
 CE0475'FIELD, NW OF SIDE ROAD TO THE NE.
 CE0475
 CE0475                          STATION RECOVERY (1954)
 CE0475
 CE0475'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0475'THE STATION (A STANDARD TRIANGULATION-STATION DISK, STAMPED
 CE0475'ELIZARIO 1936 AND SET IN THE TOP OF A CONCRETE POST 2.0 FT.
 CE0475'BELOW THE SURFACE OF THE GROUND) WAS RECOVERED AS DESCRIBED
 CE0475'IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS TO THE ORIGINAL
 CE0475'DESCRIPTION--
 CE0475'
 CE0475'STATION IS 13.3 FT. NE OF A FENCE, 33.2 FT. NW OF A FENCE,
 CE0475'41.8 FT. W OF REFERENCE MARK 1, 42.5 FT. N-NW OF A ROUND-HEADED
 CE0475'BOLT IN THE CENTERLINE OF THE ROAD AND PROLONGATION OF THE
 CE0475'TREE LINE FROM THE SW, 45.1 FT. NW OF FLOODGATES, 27 FT. NE
 CE0475'OF THE CENTERLINE OF THE ROAD, AND 37.0 FT. N-NW OF A 2-IN.
 CE0475'PIPE BESIDE A TELEPHONE POLE.
 CE0475'
 CE0475'REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 CE0475'
 CE0475'REFERENCE MARK 2 PRESUMED LOST.
 CE0475'
 CE0475'AZIMUTH MARK (A STANDARD AZIMUTH-MARK DISK, STAMPED ELIZARIO
 CE0475'1936 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND)
 CE0475'WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  MARK IS ON THE EDGE
 CE0475'OF THE NW BANK OF AN IRRIGATION DITCH, 17 FT. SE OF THE CENTERLINE
 CE0475'OF THE ROAD, AND 15 FT. SW OF THE CENTER OF A LARGE COTTONWOOD
 CE0475'TREE.
 CE0475
 CE0475                          STATION RECOVERY (1972)
 CE0475
 CE0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (LSP)
 CE0475'TO REACH FROM INTSEC. OF FARM ROAD 76 AND TEXAS 20, IN FABENS,
 CE0475'TEX., PROCEED SW OUT OF TOWN ON PAVED RD., CROSSING 2 CANALS
 CE0475'AND CONTINUING 1.8 MI. TO RD-BEND.  TURN RIGHT, 0.2 MI. TO
 CE0475'ANOTHER RD-BEND, TURN LEFT.  CONTINUE 0.9 MI. TO A T-RD. NW.
 CE0475'TURN RIGHT (NW), AND CONTINUED ON PAVED ROAD FOR 2.5 MILES
 CE0475'TO RANCH WITH ROW OF TREES ON THE LEFT AND THE STATION IN
 CE0475'S CORNER OF FIELD ON THE RIGHT.  A CONCRETE DITCH CROSSES
 CE0475'UNDER THE ROAD AT THE NE END OF ROW OF TREES.  R.M. 1 IS ON
 CE0475'NW DITCH BANK AND IS NE OF RD.  R.M. 1 IS ABOUT 13FT. N. OF
 CE0475'APPROX CTR. OF TWO TREES.  STATION IS BURIED ABOUT 2.5 FEET
 CE0475'UNDERGROUND IN CORNER OF FIELD.  AZ. MK. IS DESTROYED
 CE0475
 CE0475                          STATION RECOVERY (1980)
 CE0475
 CE0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0475'THE STATION MARK AND REFERENCE MARK 1 WERE
 CE0475'RECOVERED AND FOUND IN GOOD CONDITION.
 CE0475'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT
 CE0475'WERE NOT FOUND.  REFERENCE MARK 3 AND A NEW AZIMUTH MARK
 CE0475'WERE ESTABLISHED AT THIS TIME.
 CE0475'THE STATION IS LOCATED ABOUT 18.5 KM (11-1/2 MI) SOUTH-SOUTHWEST
 CE0475'OF HORIZON CITY, 9.7 KM (6 MI) SOUTHEAST OF SAN ELIZARIO AND
 CE0475'6.4 KM (4 MI) WEST-NORTHWEST OF FABENS.
 CE0475'OWNERSHIP--MR. SAM ORR, P.O. BOX 937, FABENS, TX 79838,
 CE0475'TELEPHONE NUMBER 915-764-3952.
 CE0475'
 CE0475'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 20
 CE0475'AND FARM ROAD 76 IN FABENS, GO SOUTHWEST ON FARM ROAD
 CE0475'76 FOR 2.49 KM (1.55 MI) TO WHERE FARM ROAD 76 TURNS LEFT.
 CE0475'CONTINUE AHEAD SOUTHWEST FOR 2.17 KM (1.35 MI) TO ISLAND
 CE0475'ROAD ON THE RIGHT.  TURN RIGHT AND GO 4.10 KM (2.55 MI)
 CE0475'TO THE SAM ORR RANCH ON THE LEFT AND THE STATION ON THE
 CE0475'RIGHT IN THE SOUTHWEST CORNER OF A PLOWED FIELD.
 CE0475'
 CE0475'THE STATION IS A STANDARD NGS DISK
 CE0475'STAMPED---ELIZARIO 1936---,
 CE0475'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0475'RECESSED 53 CM BELOW THE GROUND.  IT IS LOCATED
 CE0475'29.87 METERS (98.0 FT) SOUTHEAST FROM A UTILITY POLE,
 CE0475'10.97 METERS (36.0 FT) NORTHWEST FROM THE EDGE OF A CONCRETE
 CE0475'IRRIGATION DITCH, AND
 CE0475'7.92 METERS (26.0 FT) EAST FROM THE CENTER OF ISLAND ROAD.
 CE0475'
 CE0475'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 CE0475'STAMPED---ELIZARIO 1936 NO 1---,
 CE0475'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 CE0475'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0475'15.54 METERS (51.0 FT) EAST FROM THE CENTER OF ISLAND ROAD,
 CE0475'10.36 METERS (34.0 FT) NORTH-NORTHWEST FROM THE SMALL IRRIGATION
 CE0475'PIPE HEADWALL, AND
 CE0475'2.74 METERS (9.0 FT) SOUTHEAST FROM THE CENTER OF A TRACK ROAD.
 CE0475'MARK IS ABOVE STATION 0.76 METERS.
 CE0475'
 CE0475'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 CE0475'STAMPED---ELIZARIO 1936 NO 3 1980---,
 CE0475'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0475'FLUSH WITH GROUND.  IT IS LOCATED
 CE0475'7.47 METERS (24.5 FT) WEST FROM THE CENTER OF ISLAND ROAD,
 CE0475'5.03 METERS (16.5 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A TRACK
 CE0475'ROAD, AND
 CE0475'0.76 METER (2.4 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 CE0475'MARK IS ABOVE STATION 0.76 METERS.
 CE0475'
 CE0475'AZIMUTH MARK NUMBER 02 IS A STANDARD NGS DISK
 CE0475'STAMPED---ELIZARIO 1936 NO 2 1980---,
 CE0475'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM IN DIAMETER
 CE0475'PROJECTING 11 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0475'4.88 METERS (16.0 FT) NORTHEAST FROM THE CENTER OF A TRACK ROAD,
 CE0475'1.68 METERS (5.5 FT) WEST-NORTHWEST FROM THE WEST ONE OF TWO
 CE0475'METAL POSTS WITH SIGN, AND
 CE0475'0.76 METER (2.5 FT) SOUTHEAST FROM A METAL WITNESS POST.
 CE0475'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON ISLAND
 CE0475'ROAD FOR 0.89 KM (0.55 MI) TO A TRACK ROAD ON THE LEFT AND
 CE0475'THE MARK AS DESCRIBED.
 CE0475'
 CE0475'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0478 ***********************************************************************
 CE0478  DESIGNATION -  ELIZARIO AZ MK 2
 CE0478  PID         -  CE0478
 CE0478  STATE/COUNTY-  TX/EL PASO
 CE0478  USGS QUAD   -  CLINT (1995)
 CE0478
 CE0478                         *CURRENT SURVEY CONTROL
 CE0478  ___________________________________________________________________
 CE0478* NAD 83(1993)-  31 31 04.39878(N)    106 13 48.97885(W)     ADJUSTED  
 CE0478* NAVD 88     -      1105.7    (meters)    3628.     (feet)  VERTCON   
 CE0478  ___________________________________________________________________
 CE0478  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CE0478  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0478
 CE0478  HORZ ORDER  -  SECOND
 CE0478
 CE0478.The horizontal coordinates were established by classical geodetic methods
 CE0478.and adjusted by the National Geodetic Survey in February 1996..
 CE0478.No horizontal observational check was made to the station.
 CE0478
 CE0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0478
 CE0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0478
 CE0478.The geoid height was determined by GEOID03.
 CE0478
 CE0478;                    North         East     Units Scale Factor Converg.
 CE0478;SPC TX C     - 3,220,062.269   140,189.659   MT  0.99992225   -3 02 14.2
 CE0478;SPC TX C     -10,564,487.63    459,938.91   sFT  0.99992225   -3 02 14.2
 CE0478;UTM  13      - 3,487,654.981   383,186.212   MT  0.99976830   -0 38 35.6
 CE0478
 CE0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0478!SPC TX C     -   0.99983021  x   0.99992225  =   0.99975247
 CE0478!UTM  13      -   0.99983021  x   0.99976830  =   0.99959855
 CE0478
 CE0478                          SUPERSEDED SURVEY CONTROL
 CE0478
 CE0478  NAD 83(1986)-  31 31 04.40397(N)    106 13 48.97306(W) AD(       ) 2
 CE0478  NAD 27      -  31 31 03.98387(N)    106 13 47.05481(W) AD(       ) 2
 CE0478  NGVD 29 (07/19/86) 1105.2    (m)         3626.     (f) VERT ANG       
 CE0478
 CE0478.Superseded values are not recommended for survey control.
 CE0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0478.See file dsdata.txt to determine how the superseded data were derived.
 CE0478
 CE0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ8318687655(NAD 83)
 CE0478_MARKER: DZ = AZIMUTH MARK DISK
 CE0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0478+STABILITY: SURFACE MOTION
 CE0478
 CE0478  HISTORY     - Date     Condition        Report By
 CE0478  HISTORY     - 1980     MONUMENTED       NGS
 CE0478
 CE0478                          STATION DESCRIPTION
 CE0478
 CE0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0478'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) SOUTH-SOUTHWEST
 CE0478'OF HORIZON CITY, 9.7 KM (6.0 MI) SOUTHEAST OF SAN ELIZARIO,
 CE0478'AND 6.4 KM (4.0 MI) WEST-NORTHWEST OF FABENS.
 CE0478'OWNERSHIP--MR. SAM ORR, P.O. BOX 937, FABENS, TX 79838,
 CE0478'TELEPHONE NUMBER 915-764-3952, PERMISSION BY MR. SAM ORR.
 CE0478'
 CE0478'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 20
 CE0478'AND FARM ROAD 76 IN FABENS, GO SOUTHWEST ON FARM ROAD 76
 CE0478'FOR 2.5 KM (1.6 MI) TO WHERE FARM ROAD 76 TURNS LEFT.
 CE0478'CONTINUE AHEAD SOUTHWEST FOR 2.2 KM (1.4 MI) TO ISLAND ROAD
 CE0478'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON ISLAND ROAD FOR
 CE0478'4.9 KM (3.1 MI) TO A TRACK ROAD ON THE LEFT AND THE STATION
 CE0478'AS DESCRIBED.
 CE0478'
 CE0478'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CE0478'STAMPED---ELIZARIO 1936 NO 2 1980---,
 CE0478'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0478'PROJECTING 11 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0478'4.9 METERS (16.0 FT) NORTHEAST FROM THE CENTER OF A TRACK ROAD,
 CE0478'1.7 METERS (5.5 FT) WEST-NORTHWEST FROM THE WEST ONE OF TWO METAL
 CE0478'POSTS WITH SIGN, AND
 CE0478'0.8 METER (2.5 FT) SOUTHEAST FROM A METAL WITNESS POST.
 CE0478'
 CE0478'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1911 ***********************************************************************
 FL1911  DESIGNATION -  ELK
 FL1911  PID         -  FL1911
 FL1911  STATE/COUNTY-  TX/HEMPHILL
 FL1911  USGS QUAD   -  CANADIAN EAST (1972)
 FL1911
 FL1911                         *CURRENT SURVEY CONTROL
 FL1911  ___________________________________________________________________
 FL1911* NAD 83(1993)-  35 52 42.82599(N)    100 16 56.45836(W)     ADJUSTED  
 FL1911* NAVD 88     -       731.     (meters)    2398.     (feet)  SCALED    
 FL1911  ___________________________________________________________________
 FL1911  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 FL1911  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 FL1911
 FL1911  HORZ ORDER  -  SECOND
 FL1911
 FL1911.The horizontal coordinates were established by classical geodetic methods
 FL1911.and adjusted by the National Geodetic Survey in February 1996..
 FL1911
 FL1911.The orthometric height was scaled from a topographic map.
 FL1911
 FL1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1911
 FL1911.The geoid height was determined by GEOID03.
 FL1911
 FL1911;                    North         East     Units Scale Factor Converg.
 FL1911;SPC TX N     - 1,209,081.778   309,946.892   MT  0.99994311   +0 42 20.4
 FL1911;SPC TX N     - 3,966,795.80  1,016,884.09   sFT  0.99994311   +0 42 20.4
 FL1911;UTM  14      - 3,971,238.677   384,244.901   MT  0.99976511   -0 45 05.9
 FL1911
 FL1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1911!SPC TX N     -   0.99988965  x   0.99994311  =   0.99983276
 FL1911!UTM  14      -   0.99988965  x   0.99976511  =   0.99965478
 FL1911
 FL1911|---------------------------------------------------------------------|
 FL1911| PID    Reference Object                     Distance      Geod. Az  |
 FL1911|                                                           dddmmss.s |
 FL1911| FL1912 CO 60 USE 1952                       39.863 METERS 09537     |
 FL1911| CK8614 ELK AZ MK                                          2745759.0 |
 FL1911| FL1926 CANADIAN GRAIN COOP ELEVATOR        APPROX.10.4 KM 2921824.4 |
 FL1911| FL1922 CANADIAN HEMPHILL CO CTHSE          APPROX. 9.8 KM 2925011.7 |
 FL1911| CK8615 ELK RM 1                             20.492 METERS 33428     |
 FL1911|---------------------------------------------------------------------|
 FL1911
 FL1911                          SUPERSEDED SURVEY CONTROL
 FL1911
 FL1911  NAD 83(1993)-  35 52 42.82625(N)    100 16 56.45838(W) AD(       ) 2
 FL1911  NAD 83(1986)-  35 52 42.83201(N)    100 16 56.44670(W) AD(       ) 2
 FL1911  NAD 27      -  35 52 42.67900(N)    100 16 54.98300(W) AD(       ) 2
 FL1911
 FL1911.Superseded values are not recommended for survey control.
 FL1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1911.See file dsdata.txt to determine how the superseded data were derived.
 FL1911
 FL1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8424571239(NAD 83)
 FL1911_MARKER: DS = TRIANGULATION STATION DISK
 FL1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1911
 FL1911  HISTORY     - Date     Condition        Report By
 FL1911  HISTORY     - 1952     MONUMENTED       CGS
 FL1911
 FL1911                          STATION DESCRIPTION
 FL1911
 FL1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1911'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF CANADIAN.
 FL1911'1 MILE SOUTH OF THE CANADIAN RIVER.  3/4 MILE EAST OF A WOOD
 FL1911'BRIDGE ACROSS ELK CREEK AND 50 YARDS WEST OF THE HEAD OF A
 FL1911'DEEP GULLY THAT EXTENDS NORTH.
 FL1911'
 FL1911'TO REACH THE STATION FROM HEMPHILL MEMORIAL HOSPITAL IN CANADIAN.
 FL1911'GO EASTERLY ON CHEYENNE STREET AND FOLLOW THE MAIN TRAVELED
 FL1911'ROAD EAST AND SOUTHEAST FOR 6.3 MILES TO THE WOOD BRIDGE OVER
 FL1911'ELK CREEK.  CONTINUE EASTERLY ON THE DIRT ROAD UP HILL FOR 0.5
 FL1911'MILE TO THE TOP OF THE HILL AND A T-ROAD RIGHT, SOUTH.  THE
 FL1911'AZIMUTH MARK IS 70 FEET NORTH OF THE CATTLE GUARD ACROSS THE
 FL1911'T-ROAD SOUTH.  CONTINUE EAST ON THE MAIN TRAVELED ROAD FOR
 FL1911'0.35 MILE TO THE STATION ON THE LEFT, NORTH SIDE OF ROAD.
 FL1911'
 FL1911'THE STATION MARK, STAMPED ELK 1952, IS A BRONZE DISK SET IN
 FL1911'A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 20 FEET
 FL1911'NORTH OF THE CENTER OF THE ROAD AND 4 FEET WEST OF A WHITE
 FL1911'WITNESS POST.
 FL1911'
 FL1911'REFERENCE MARK NO. 1, STAMPED ELK NO 1 1952, IS A BRONZE DISK
 FL1911'SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES AND IS 24
 FL1911'YARDS NORTH OF THE CENTER OF THE ROAD.
 FL1911'
 FL1911'REFERENCE MARK NO. 2 IS A U.S. ENGINEER DEPARTMENT DISK OF
 FL1911'THE TULSA ENGINEERS DISTRICT AND IS STATION C.O. 60.  THE DISK
 FL1911'IS SET IN A ROUND CONCRETE POST THAT IS 5 INCHES IN DIAMETER
 FL1911'AND PROJECTS 6 INCHES.  IT IS 14 YARDS WEST OF THE HEAD OF A
 FL1911'GULLY AND 20 FEET NORTH OF THE CENTER OF THE ROAD.
 FL1911'
 FL1911'THE AZIMUTH MARK, STAMPED ELK 1952, IS A BRONZE DISK SET IN
 FL1911'A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 30 FEET
 FL1911'NORTH OF THE CENTER OF THE ROAD AND 2 FEET WEST OF A WHITE
 FL1911'WITNESS POST.
 FL1911'
 FL1911'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1389 ***********************************************************************
 BY1389  DESIGNATION -  ELKINS
 BY1389  PID         -  BY1389
 BY1389  STATE/COUNTY-  TX/HOUSTON
 BY1389  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1389
 BY1389                         *CURRENT SURVEY CONTROL
 BY1389  ___________________________________________________________________
 BY1389* NAD 83(1993)-  31 08 51.29896(N)    095 27 21.81963(W)     ADJUSTED  
 BY1389* NAVD 88     -       101.451  (meters)     332.84   (feet)  ADJUSTED  
 BY1389  ___________________________________________________________________
 BY1389  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BY1389  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY1389  DYNAMIC HT  -         101.323 (meters)     332.42  (feet)  COMP
 BY1389  MODELED GRAV-     979,377.2   (mgal)                       NAVD 88
 BY1389
 BY1389  HORZ ORDER  -  FIRST
 BY1389  VERT ORDER  -  FIRST     CLASS II
 BY1389
 BY1389.The horizontal coordinates were established by classical geodetic methods
 BY1389.and adjusted by the National Geodetic Survey in February 1996..
 BY1389
 BY1389.The orthometric height was determined by differential leveling
 BY1389.and adjusted by the National Geodetic Survey in June 1991..
 BY1389
 BY1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1389
 BY1389.The geoid height was determined by GEOID03.
 BY1389
 BY1389.The dynamic height is computed by dividing the NAVD 88
 BY1389.geopotential number by the normal gravity value computed on the
 BY1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1389.degrees latitude (g = 980.6199 gals.).
 BY1389
 BY1389.The modeled gravity was interpolated from observed gravity values.
 BY1389
 BY1389;                    North         East     Units Scale Factor Converg.
 BY1389;SPC TX C     - 3,174,360.052 1,164,878.917   MT  0.99988498   +2 30 43.5
 BY1389;SPC TX C     -10,414,546.27  3,821,773.58   sFT  0.99988498   +2 30 43.5
 BY1389;UTM  15      - 3,448,554.763   265,857.824   MT  1.00027627   -1 16 15.5
 BY1389
 BY1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1389!SPC TX C     -   0.99998832  x   0.99988498  =   0.99987330
 BY1389!UTM  15      -   0.99998832  x   1.00027627  =   1.00026459
 BY1389
 BY1389|---------------------------------------------------------------------|
 BY1389| PID    Reference Object                     Distance      Geod. Az  |
 BY1389|                                                           dddmmss.s |
 BY1389| BY1388 ELKINS RM 1                          34.092 METERS 04322     |
 BY1389| BY1387 ELKINS AZ MK                                       0505519.8 |
 BY1389| BY2753 SHADY GROVE TEX FOREST S LOT        APPROX.12.7 KM 0542320.3 |
 BY1389| BY2755 LOVELADY MUNICIPAL TANK             APPROX. 2.6 KM 1552738.9 |
 BY1389| BY1390 ELKINS RM 2                          29.058 METERS 16508     |
 BY1389| BY2754 PINEY WOODS TEX FOREST S LOT        APPROX.13.0 KM 1843229.8 |
 BY1389|---------------------------------------------------------------------|
 BY1389
 BY1389                          SUPERSEDED SURVEY CONTROL
 BY1389
 BY1389  NAD 83(1986)-  31 08 51.30929(N)    095 27 21.80541(W) AD(       ) 1
 BY1389  NAD 27      -  31 08 50.65600(N)    095 27 21.00000(W) AD(       ) 1
 BY1389  NGVD 29 (??/??/92)  101.443  (m)          332.82   (f) ADJ UNCH    1 2
 BY1389
 BY1389.Superseded values are not recommended for survey control.
 BY1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1389.See file dsdata.txt to determine how the superseded data were derived.
 BY1389
 BY1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ6585848555(NAD 83)
 BY1389_MARKER: DS = TRIANGULATION STATION DISK
 BY1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1389_STAMPING: ELKINS 1942
 BY1389_PROJECTION: RECESSED 3 CENTIMETERS
 BY1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1389+STABILITY: SURFACE MOTION
 BY1389
 BY1389  HISTORY     - Date     Condition        Report By
 BY1389  HISTORY     - 1942     MONUMENTED       CGS
 BY1389  HISTORY     - 1960     GOOD             NGS
 BY1389  HISTORY     - 1962     GOOD             USGS
 BY1389  HISTORY     - 1980     GOOD             NGS
 BY1389
 BY1389                          STATION DESCRIPTION
 BY1389
 BY1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY1389'STATION IS 1.6 MILES NNW OF LOVELADY, ON THE E SIDE OF STATE
 BY1389'HIGHWAY 45, IN A BARN LOT ON THE PROPERTY OF W.E. ELKINS.
 BY1389'IT IS ABOUT 60 YARDS E OF THE HIGHWAY, 145 FEET NW BY N OF
 BY1389'A CHIMNEY ON THE E END OF THE ELKINS HOUSE AND ABOUT 15 FEET
 BY1389'W OF THE E FENCE OF THE BARN LOT.  IT IS STAMPED ELKINS
 BY1389'1942 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BY1389'
 BY1389'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY1389'BRONZE DISKS SET IN CONCRETE.
 BY1389'
 BY1389'REFERENCE MARK NO. 1 IS NE OF THE STATION AND 1 FOOT S OF
 BY1389'AN E-AND-W FENCE.  IT IS STAMPED ELKINS NO. 1 1942 AND PROJECTS
 BY1389'5 INCHES.
 BY1389'
 BY1389'REFERENCE MARK NO. 2 IS S BY E OF THE STATION, 38 FEET N
 BY1389'OF THE N SIDE OF THE ELKINS HOUSE AND 1 FOOT N OF THE YARD
 BY1389'FENCE.  IT IS STAMPED ELKINS NO. 2 1942 AND PROJECTS 2 INCHES.
 BY1389'
 BY1389'THE AZIMUTH MARK IS ABOUT 0.5 MILE NE OF THE STATION, 86
 BY1389'FEET WNW OF THE NW CORNER OF A HOUSE, 36 FEET E OF THE CENTER
 BY1389'LINE OF A N-AND-S DIRT ROAD, 4 FEET N OF A FENCE CORNER
 BY1389'AND 2 FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED ELKINS
 BY1389'1942 AND PROJECTS 6 INCHES.  TO REACH THE AZIMUTH MARK FROM
 BY1389'THE STATION, GO S ON THE HIGHWAY FOR 0.1 MILE AND TURN LEFT,
 BY1389'E, ON A NARROW DIRT ROAD, GO 0.4 MILE AND TURN LEFT, N, ON
 BY1389'A GRADED DIRT ROAD, GO 0.4 MILE TO THE AZIMUTH MARK ON THE
 BY1389'E SIDE OF THE ROAD.
 BY1389'
 BY1389'A 100-FOOT SIGNAL AT BRUMBERG IS VISIBLE AT 50 FEET.
 BY1389'
 BY1389'A 123-FOOT SIGNAL AT TATUM IS VISIBLE AT 20 FEET.
 BY1389'
 BY1389'A 90-FOOT SIGNAL AT DALE IS VISIBLE AT 20 FEET.
 BY1389'
 BY1389'A 77-FOOT SIGNAL AT CHITA IS VISIBLE AT 77 FEET.
 BY1389'
 BY1389'A 103-FOOT SIGNAL AT ROBB IS VISIBLE AT 90 FEET.
 BY1389
 BY1389                          STATION RECOVERY (1960)
 BY1389
 BY1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY1389'1.8 MI N FROM LOVELADY.
 BY1389'ABOUT 1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1389'STATION AT LOVELADY, NORTHEAST AND ACROSS THE TRACK FROM MILEPOST
 BY1389'49/20, 261 FEET NORTHEAST OF THE NORTHEAST RAIL, 171 FEET NORTHEAST OF
 BY1389'THE CENTERLINE OF THE HIGHWAY, 129 FEET NORTHWEST OF THE NORTH CORNER
 BY1389'OF A FARMHOUSE, 65 1/2 FEET SOUTH-SOUTHWEST OF A TRIPLE BRACED POWER
 BY1389'POLE, 111.8 FEET SOUTH-SOUTHWEST OF ELKINS R.M. 1, 95.3 FEET
 BY1389'NORTH-NORTHWEST OF ELKINS R.M. 2, 4.5 FEET NORTHWEST OF THE NORTH
 BY1389'CORNER OF A METAL GARAGE, 5.2 FEET SOUTHEAST OF A FENCE AND IN THE TOP
 BY1389'OF A CONCRETE POST 1 INCH BELOW THE GROUND.
 BY1389
 BY1389                          STATION RECOVERY (1962)
 BY1389
 BY1389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BY1389'THE STATION IS 1.6 MILES NNW OF LOVELADY, ON THE E SIDE OF
 BY1389'STATE HIGHWAY 19, IN THE FARMYARD OF PROPERTY OWNED BY BEN
 BY1389'PERDUE.  IT IS 160 FEET NE OF AND NORMAL TO THE CENTER LINE
 BY1389'OF STATE HIGHWAY 19.  IT IS 5 FEET NW OF THE NE CORNER OF
 BY1389'A TWO-CAR SHEET METAL GARAGE AND 6 FEET SE OF A FENCE LINE.
 BY1389'THE TABLET IS SET IN A CONCRETE POST, STAMPED ELKINS 1942
 BY1389'AND SET FLUSH WITH THE GROUND.
 BY1389
 BY1389                          STATION RECOVERY (1980)
 BY1389
 BY1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1389'2.3 KM. (1.45 MI.) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY1389'FARM ROADS 230 AND 1280 IN LOVELADY, AT AN ABANDONED FARM HOUSE,
 BY1389'52.1 M. (171 FT.) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 79.6 M.
 BY1389'(261 FT.) NORTHEAST OF THE NORTHEAST RAIL OF THE MISSOURI PACIFIC
 BY1389'RAILROAD, 39.3 M. (129 FT.) NORTHWEST OF THE NORTH CORNER OF THE FARM
 BY1389'HOUSE, 20.0 M. (65.6 FT.) SOUTH-SOUTHWEST OF A POWERLINE POLE WITH
 BY1389'THREE METAL BANDS, 34.1 M. (112 FT.) SOUTH-SOUTHWEST OF ELKINS RM 1,
 BY1389'29.0 M. (95.3 FT.) NORTH-NORTHWEST OF ELKINS RM 2, 1.5 M. (5.0 FT.)
 BY1389'NORTHWEST OF THE NORTH CORNER OF A METAL GARAGE, 1.5 M. (5.0 FT.)
 BY1389'SOUTHEAST OF A FENCE.
 BY1389'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1387 ***********************************************************************
 BY1387  DESIGNATION -  ELKINS AZ MK
 BY1387  PID         -  BY1387
 BY1387  STATE/COUNTY-  TX/HOUSTON
 BY1387  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1387
 BY1387                         *CURRENT SURVEY CONTROL
 BY1387  ___________________________________________________________________
 BY1387* NAD 83(1986)-  31 08 59.     (N)    095 27 03.     (W)     SCALED    
 BY1387* NAVD 88     -        87.69   (+/-2cm)     287.7    (feet)  VERTCON   
 BY1387  ___________________________________________________________________
 BY1387  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY1387
 BY1387  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1387
 BY1387.The horizontal coordinates were scaled from a topographic map and have
 BY1387.an estimated accuracy of +/- 6 seconds.
 BY1387
 BY1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1387.The vertical order pertains to the NGVD 29 superseded value.
 BY1387
 BY1387.The geoid height was determined by GEOID03.
 BY1387
 BY1387;                    North         East    Units  Estimated Accuracy
 BY1387;SPC TX C     - 3,174,620.    1,165,370.      MT  (+/- 180 meters Scaled)
 BY1387
 BY1387                          SUPERSEDED SURVEY CONTROL
 BY1387
 BY1387  NGVD 29 (??/??/92)   87.716  (m)          287.78   (f) ADJ UNCH    2 0
 BY1387
 BY1387.Superseded values are not recommended for survey control.
 BY1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1387.See file dsdata.txt to determine how the superseded data were derived.
 BY1387
 BY1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ663487(NAD 83)
 BY1387_MARKER: DZ = AZIMUTH MARK DISK
 BY1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1387_STAMPING: ELKINS 1942
 BY1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1387+STABILITY: SURFACE MOTION
 BY1387
 BY1387  HISTORY     - Date     Condition        Report By
 BY1387  HISTORY     - 1942     MONUMENTED       CGS
 BY1387  HISTORY     - 1947     GOOD             NGS
 BY1387
 BY1387                          STATION DESCRIPTION
 BY1387
 BY1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1387'1.85 MI N FROM LOVELADY.
 BY1387'0.65 MILE NORTH ALONG STATE HIGHWAY NO.45 AND 1.2 MILE NORTH ALONG A
 BY1387'COUNTY DIRT ROAD FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 BY1387'STATION AT LOVELADY, AT A WHITE FARM HOUSE WHICH IS EAST OF THE ROAD,
 BY1387'85.5 FEET WEST OF THE NORTHWEST CORNER OF THE FARM HOUSE, 64.0 FEET
 BY1387'WEST OF A 2 1/2-FOOT PECAN TREE, 34.0 FEET EAST OF THE CENTER OF THE
 BY1387'ROAD, 4.5 FEET NORTH OF A FENCE CORNER POST, 2.0 FEET SOUTH OF A
 BY1387'REFERENCE POST, BRONZE AZIMUTH DISK SET IN A CONCRETE POST ABOUT 1
 BY1387'FOOT ABOVE THE ROAD AND PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1388 ***********************************************************************
 BY1388  DESIGNATION -  ELKINS RM 1
 BY1388  PID         -  BY1388
 BY1388  STATE/COUNTY-  TX/HOUSTON
 BY1388  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1388
 BY1388                         *CURRENT SURVEY CONTROL
 BY1388  ___________________________________________________________________
 BY1388* NAD 83(1986)-  31 08 51.     (N)    095 27 22.     (W)     SCALED    
 BY1388* NAVD 88     -       101.417  (meters)     332.73   (feet)  ADJUSTED  
 BY1388  ___________________________________________________________________
 BY1388  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY1388  DYNAMIC HT  -         101.289 (meters)     332.31  (feet)  COMP
 BY1388  MODELED GRAV-     979,377.2   (mgal)                       NAVD 88
 BY1388
 BY1388  VERT ORDER  -  FIRST     CLASS II
 BY1388
 BY1388.The horizontal coordinates were scaled from a topographic map and have
 BY1388.an estimated accuracy of +/- 6 seconds.
 BY1388
 BY1388.The orthometric height was determined by differential leveling
 BY1388.and adjusted by the National Geodetic Survey in June 1991..
 BY1388
 BY1388.The geoid height was determined by GEOID03.
 BY1388
 BY1388.The dynamic height is computed by dividing the NAVD 88
 BY1388.geopotential number by the normal gravity value computed on the
 BY1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1388.degrees latitude (g = 980.6199 gals.).
 BY1388
 BY1388.The modeled gravity was interpolated from observed gravity values.
 BY1388
 BY1388;                    North         East    Units  Estimated Accuracy
 BY1388;SPC TX C     - 3,174,350.    1,164,880.      MT  (+/- 180 meters Scaled)
 BY1388
 BY1388                          SUPERSEDED SURVEY CONTROL
 BY1388
 BY1388  NGVD 29 (??/??/92)  101.436  (m)          332.79   (f) ADJ UNCH    1 2
 BY1388
 BY1388.Superseded values are not recommended for survey control.
 BY1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1388.See file dsdata.txt to determine how the superseded data were derived.
 BY1388
 BY1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ658485(NAD 83)
 BY1388_MARKER: DR = REFERENCE MARK DISK
 BY1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1388_STAMPING: ELKINS NO 1 1942
 BY1388_PROJECTION: PROJECTING 11 CENTIMETERS
 BY1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1388+STABILITY: SURFACE MOTION
 BY1388
 BY1388  HISTORY     - Date     Condition        Report By
 BY1388  HISTORY     - 1942     MONUMENTED       CGS
 BY1388  HISTORY     - 1960     GOOD             NGS
 BY1388  HISTORY     - 1980     GOOD             NGS
 BY1388
 BY1388                          STATION DESCRIPTION
 BY1388
 BY1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1388'1.8 MI N FROM LOVELADY.
 BY1388'ABOUT 1.8 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1388'STATION AT LOVELADY, NORTHEAST AND ACROSS THE TRACK FROM MILEPOST
 BY1388'49/20, 111.8 FEET NORTH-NORTHEAST OF TRIANGULATION STATION ELKINS,
 BY1388'51.2 FEET NORTHEAST OF A TRIPLE BRACED POWER POLE, 19 FEET NORTHWEST
 BY1388'OF A CORNER FENCE POST AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 BY1388'INCHES.
 BY1388
 BY1388                          STATION RECOVERY (1980)
 BY1388
 BY1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1388'2.3 KM. (1.45 MI.) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY1388'FARM ROAD 230 AND 1280 IN LOVELADY, AT AN ABANDONED FARM HOUSE,
 BY1388'34.1 M. (112 FT.) NORTH-NORTHEAST OF TRIANGULATION STATION ELKINS,
 BY1388'16.8 M. (55.2 FT.) NORTHEAST OF A TRIPLE-BRACED POWERLINE POLE, 5.8 M.
 BY1388'(19.0 FT.) NORTHWEST OF A CORNER FENCE POST.
 BY1388'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1390 ***********************************************************************
 BY1390  DESIGNATION -  ELKINS RM 2
 BY1390  PID         -  BY1390
 BY1390  STATE/COUNTY-  TX/HOUSTON
 BY1390  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1390
 BY1390                         *CURRENT SURVEY CONTROL
 BY1390  ___________________________________________________________________
 BY1390* NAD 83(1986)-  31 08 51.     (N)    095 27 22.     (W)     SCALED    
 BY1390* NAVD 88     -       101.597  (meters)     333.32   (feet)  ADJUSTED  
 BY1390  ___________________________________________________________________
 BY1390  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY1390  DYNAMIC HT  -         101.468 (meters)     332.90  (feet)  COMP
 BY1390  MODELED GRAV-     979,377.2   (mgal)                       NAVD 88
 BY1390
 BY1390  VERT ORDER  -  FIRST     CLASS II
 BY1390
 BY1390.The horizontal coordinates were scaled from a topographic map and have
 BY1390.an estimated accuracy of +/- 6 seconds.
 BY1390
 BY1390.The orthometric height was determined by differential leveling
 BY1390.and adjusted by the National Geodetic Survey in June 1991..
 BY1390
 BY1390.The geoid height was determined by GEOID03.
 BY1390
 BY1390.The dynamic height is computed by dividing the NAVD 88
 BY1390.geopotential number by the normal gravity value computed on the
 BY1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1390.degrees latitude (g = 980.6199 gals.).
 BY1390
 BY1390.The modeled gravity was interpolated from observed gravity values.
 BY1390
 BY1390;                    North         East    Units  Estimated Accuracy
 BY1390;SPC TX C     - 3,174,350.    1,164,880.      MT  (+/- 180 meters Scaled)
 BY1390
 BY1390                          SUPERSEDED SURVEY CONTROL
 BY1390
 BY1390  NGVD 29 (??/??/92)  101.608  (m)          333.36   (f) ADJ UNCH    1 2
 BY1390
 BY1390.Superseded values are not recommended for survey control.
 BY1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1390.See file dsdata.txt to determine how the superseded data were derived.
 BY1390
 BY1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ658485(NAD 83)
 BY1390_MARKER: DR = REFERENCE MARK DISK
 BY1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1390_STAMPING: ELKINS NO 2 1942
 BY1390_PROJECTION: PROJECTING 6 CENTIMETERS
 BY1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1390+STABILITY: SURFACE MOTION
 BY1390
 BY1390  HISTORY     - Date     Condition        Report By
 BY1390  HISTORY     - 1942     MONUMENTED       CGS
 BY1390  HISTORY     - 1960     GOOD             NGS
 BY1390  HISTORY     - 1980     GOOD             NGS
 BY1390
 BY1390                          STATION DESCRIPTION
 BY1390
 BY1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1390'1.8 MI N FROM LOVELADY.
 BY1390'ABOUT 1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1390'STATION AT LOVELADY, NORTHEAST AND ACROSS THE TRACK FROM MILEPOST
 BY1390'49/20 142 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 45, 95.3
 BY1390'FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION ELKINS, 38 FEET
 BY1390'NORTHWEST OF THE NORTHWEST WALL OF A FARMHOUSE, 20 1/2 FEET EAST OF A
 BY1390'26-INCH OAK TREE AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 BY1390'INCHES.
 BY1390
 BY1390                          STATION RECOVERY (1980)
 BY1390
 BY1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1390'2.3 KM. (1.45 MI.) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY1390'FARM ROADS 1280 AND 230 IN LOVELADY, AT AN ABANDONED FARM HOUSE,
 BY1390'43.3 M. (142 FT.) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 29.0 M.
 BY1390'(95.3 FT.) SOUTH-SOUTHEAST OF TRIANGULATION STATION ELKINS, 11.6 M.
 BY1390'(38.0 FT.) NORTHWEST OF THE NORTHWEST FACE OF THE FARM HOUSE, 6.3 M.
 BY1390'(20.6 FT.) EAST OF A 70-CM. TREE.
 BY1390'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1258 ***********************************************************************
 AJ1258  DESIGNATION -  ELLA
 AJ1258  PID         -  AJ1258
 AJ1258  STATE/COUNTY-  TX/JIM WELLS
 AJ1258  USGS QUAD   -  SEELIGSON RANCH (1963)
 AJ1258
 AJ1258                         *CURRENT SURVEY CONTROL
 AJ1258  ___________________________________________________________________
 AJ1258* NAD 83(1993)-  27 28 09.43956(N)    098 09 20.34742(W)     ADJUSTED  
 AJ1258* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 AJ1258  ___________________________________________________________________
 AJ1258  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AJ1258  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AJ1258
 AJ1258  HORZ ORDER  -  SECOND
 AJ1258
 AJ1258.The horizontal coordinates were established by classical geodetic methods
 AJ1258.and adjusted by the National Geodetic Survey in February 1996..
 AJ1258
 AJ1258.The orthometric height was scaled from a topographic map.
 AJ1258
 AJ1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1258
 AJ1258.The geoid height was determined by GEOID03.
 AJ1258
 AJ1258;                    North         East     Units Scale Factor Converg.
 AJ1258;SPC TX S     - 5,199,764.038   334,032.704   MT  0.99992805   +0 09 22.8
 AJ1258;SPC TX S     -17,059,559.18  1,095,905.63   sFT  0.99992805   +0 09 22.8
 AJ1258;UTM  14      - 3,038,698.582   583,423.335   MT  0.99968590   +0 23 22.2
 AJ1258
 AJ1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1258!SPC TX S     -   0.99999514  x   0.99992805  =   0.99992319
 AJ1258!UTM  14      -   0.99999514  x   0.99968590  =   0.99968104
 AJ1258
 AJ1258|---------------------------------------------------------------------|
 AJ1258| PID    Reference Object                     Distance      Geod. Az  |
 AJ1258|                                                           dddmmss.s |
 AJ1258| CV3144 ELLA RM 1                            34.011 METERS 08355     |
 AJ1258| AJ1239 HUMBLE OIL CO KING RANCH MAST       APPROX. 9.8 KM 0863308.4 |
 AJ1258| AJ1244 ELLA HUMBLE OIL CO WATER TANK       APPROX. 4.9 KM 0881516.0 |
 AJ1258| CV3143 ELLA AZ MK                                         0903657.9 |
 AJ1258| AJ1241 HUMBLE OIL CO KING RANCH TK         APPROX. 9.6 KM 0924115.2 |
 AJ1258| CV3145 ELLA RM 2                            31.025 METERS 18626     |
 AJ1258|---------------------------------------------------------------------|
 AJ1258
 AJ1258                          SUPERSEDED SURVEY CONTROL
 AJ1258
 AJ1258  NAD 83(1986)-  27 28 09.44799(N)    098 09 20.32310(W) AD(       ) 2
 AJ1258  NAD 27      -  27 28 08.31800(N)    098 09 19.30720(W) AD(       ) 2
 AJ1258
 AJ1258.Superseded values are not recommended for survey control.
 AJ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1258.See file dsdata.txt to determine how the superseded data were derived.
 AJ1258
 AJ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8342338699(NAD 83)
 AJ1258_MARKER: DS = TRIANGULATION STATION DISK
 AJ1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1258+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 AJ1258
 AJ1258  HISTORY     - Date     Condition        Report By
 AJ1258  HISTORY     - 1961     MONUMENTED       CGS
 AJ1258  HISTORY     - 20040817 GOOD             CDSMS
 AJ1258
 AJ1258                          STATION DESCRIPTION
 AJ1258
 AJ1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1258'THE STATION IS APPROXIMATELY 7-1/2 MILES NORTH AND 2 MILES
 AJ1258'WEST OF PREMONT, 3 MILES WEST OF U.S. HIGHWAY 281 AND ON
 AJ1258'THE NORTHWEST SIDE OF A SAND ROAD.
 AJ1258'
 AJ1258'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1258'AND FARM ROAD 716 AT THE NORTH EDGE OF PREMONT, GO NORTH ON
 AJ1258'HIGHWAY 281 FOR 7.0 MILES TO A CROSSROAD.  TURN LEFT, WEST, ON
 AJ1258'THE SAND ROAD FOR 2.1 MILES TO THE AZIMUTH MARK ON THE LEFT.
 AJ1258'CONTINUE WEST ON THE SAND ROAD FOR 0.7 MILE TO WHERE THE
 AJ1258'SAND ROAD MAKES A RIGHT ANGLE TURN, SOUTH, AND THE STATION
 AJ1258'ON THE RIGHT.
 AJ1258'
 AJ1258'STATION MARKS ARE STANDARD DISKS STAMPED ELLA 1961.  THE SURFACE
 AJ1258'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 AJ1258'SURFACE OF THE GROUND.  IT IS 71 FEET NORTHWEST OF THE CENTER
 AJ1258'OF THE SAND ROAD, 17 FEET SOUTHEAST OF A FENCE CORNER POST
 AJ1258'AND 12 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 AJ1258'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 AJ1258'THE SURFACE OF THE GROUND.
 AJ1258'
 AJ1258'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELLA NO 1 1961,
 AJ1258'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ1258'IT IS 124 FEET EAST OF THE FENCE CORNER POST, 28 FEET NORTH
 AJ1258'OF THE CENTER OF THE SAND ROAD, 1.5 FEET WEST OF A METAL
 AJ1258'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 AJ1258'
 AJ1258'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELLA NO 2 1961,
 AJ1258'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AJ1258'IT IS 112 FEET SOUTH OF THE FENCE CORNER POST, 32 FEET WEST
 AJ1258'OF THE CENTER OF THE SAND ROAD, 1.5 FEET EAST OF A FENCE
 AJ1258'AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 AJ1258'
 AJ1258'AZIMUTH MARK, A STANDARD DISK STAMPED ELLA 1961, IS SET IN A
 AJ1258'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 26 FEET
 AJ1258'SOUTH OF THE CENTER OF THE SAND ROAD, 1 FOOT NORTH OF A FENCE
 AJ1258'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 AJ1258'
 AJ1258'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1258'
 AJ1258'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AJ1258
 AJ1258                          STATION RECOVERY (2004)
 AJ1258
 AJ1258'RECOVERY NOTE BY CDS/MUERY SERVICES 2004 (PM)
 AJ1258'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND FARM
 AJ1258'ROAD 716 AT THE NORTH EDGE OF PREMONT, GO NORTH ON HIGHWAY 281
 AJ1258'APPROXIMATELY 7.0 MILES TO A CROSSROAD, COUNTY ROAD 433. TURN LEFT,
 AJ1258'WEST ON COUNTY ROAD 433 FOR APPROXIMATELY 3.0 MILES TO MONUMENT ON THE
 AJ1258'RIGHT AT A SOUTHERLY 90 DEGREE TURN IN COUNTY ROAD.
 AJ1258'STATION MARK IS A STANDARD BRASS DISK STAMPED ELLA 1961 SET IN SQUARE
 AJ1258'CONCRETE POST, 17.0 FEET SOUTHEAST OF A FENCE CORNER POST, 12.2 FEET
 AJ1258'SOUTH OF A PIPE GATE AND 13.3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE
 AJ1258'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1244 ***********************************************************************
 AJ1244  DESIGNATION -  ELLA HUMBLE OIL CO WATER TANK
 AJ1244  PID         -  AJ1244
 AJ1244  STATE/COUNTY-  TX/JIM WELLS
 AJ1244  USGS QUAD   -  ELLA (1963)
 AJ1244
 AJ1244                         *CURRENT SURVEY CONTROL
 AJ1244  ___________________________________________________________________
 AJ1244* NAD 83(1993)-  27 28 14.26667(N)    098 06 21.59154(W)     ADJUSTED  
 AJ1244* NAVD 88     -                                                        
 AJ1244  ___________________________________________________________________
 AJ1244  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AJ1244  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AJ1244
 AJ1244  HORZ ORDER  -  THIRD
 AJ1244
 AJ1244.The horizontal coordinates were established by classical geodetic methods
 AJ1244.and adjusted by the National Geodetic Survey in February 1996..
 AJ1244
 AJ1244
 AJ1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1244
 AJ1244.The geoid height was determined by GEOID03.
 AJ1244
 AJ1244;                    North         East     Units Scale Factor Converg.
 AJ1244;SPC TX S     - 5,199,926.965   338,939.686   MT  0.99992825   +0 10 44.0
 AJ1244;SPC TX S     -17,060,093.72  1,112,004.62   sFT  0.99992825   +0 10 44.0
 AJ1244;UTM  14      - 3,038,881.449   588,328.449   MT  0.99969630   +0 24 44.7
 AJ1244
 AJ1244                          SUPERSEDED SURVEY CONTROL
 AJ1244
 AJ1244  NAD 83(1986)-  27 28 14.27559(N)    098 06 21.56752(W) AD(       ) 4
 AJ1244  NAD 27      -  27 28 13.14500(N)    098 06 20.55400(W) AD(       ) 3
 AJ1244
 AJ1244.Superseded values are not recommended for survey control.
 AJ1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1244.See file dsdata.txt to determine how the superseded data were derived.
 AJ1244
 AJ1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8832838881(NAD 83)
 AJ1244_MARKER: 53 = ELEVATED TANK
 AJ1244
 AJ1244  HISTORY     - Date     Condition        Report By
 AJ1244  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1244
 AJ1244                          STATION DESCRIPTION
 AJ1244
 AJ1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1244'THE STATION IS THE VENT ATOP THE CENTER OF THE TANK WHICH
 AJ1244'IS 8 MILES NORTH OF PREMONT, 0.2 MILE NORTHEAST OF AN INTERSECTION
 AJ1244'LOCALLY KNOWN AS ELLA SWITCH AND ALONG THE EAST SIDE OF
 AJ1244'U.S. HIGHWAY 281.
 AJ1244'
 AJ1244'THE TANK IS A METAL STRUCTURE SUPPORTED BY FOUR LEGS AND
 AJ1244'IS 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1598 ***********************************************************************
 AH1598  DESIGNATION -  ELLIFF
 AH1598  PID         -  AH1598
 AH1598  STATE/COUNTY-  TX/NUECES
 AH1598  USGS QUAD   -  BANQUETE (1979)
 AH1598
 AH1598                         *CURRENT SURVEY CONTROL
 AH1598  ___________________________________________________________________
 AH1598* NAD 83(1993)-  27 50 07.11269(N)    097 48 04.14553(W)     ADJUSTED  
 AH1598* NAVD 88     -        31.0    (meters)     102.     (feet)  VERTCON   
 AH1598  ___________________________________________________________________
 AH1598  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AH1598  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AH1598
 AH1598  HORZ ORDER  -  FIRST
 AH1598
 AH1598.The horizontal coordinates were established by classical geodetic methods
 AH1598.and adjusted by the National Geodetic Survey in February 1996..
 AH1598
 AH1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1598
 AH1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1598
 AH1598.The geoid height was determined by GEOID03.
 AH1598
 AH1598;                    North         East     Units Scale Factor Converg.
 AH1598;SPC TX S     - 5,240,466.764   368,843.948   MT  1.00000050   +0 19 02.2
 AH1598;SPC TX S     -17,193,098.04  1,210,115.52   sFT  1.00000050   +0 19 02.2
 AH1598;UTM  14      - 3,079,535.698   618,057.423   MT  0.99977203   +0 33 35.4
 AH1598
 AH1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1598!SPC TX S     -   0.99999932  x   1.00000050  =   0.99999982
 AH1598!UTM  14      -   0.99999932  x   0.99977203  =   0.99977135
 AH1598
 AH1598|---------------------------------------------------------------------|
 AH1598| PID    Reference Object                     Distance      Geod. Az  |
 AH1598|                                                           dddmmss.s |
 AH1598| CV3147 ELLIFF RM 1                          30.343 METERS 05515     |
 AH1598| CV3146 ELLIFF AZ MK                                       0841511.6 |
 AH1598| AH1565 ROBSTWON FARM LABOR SUP CEN TK      APPROX.12.4 KM 1035835.0 |
 AH1598| AH1564 ROBSTOWN ST JOHNS CATHOLIC CH       APPROX.13.8 KM 1082635.6 |
 AH1598| AH1563 ROBSTOWN MUNICIPAL TANK             APPROX.14.5 KM 1110225.9 |
 AH1598| AH1562 ROBSTOWN RAILROAD WATER TANK        APPROX.14.7 KM 1113957.2 |
 AH1598| CV3148 ELLIFF RM 2                          15.476 METERS 13646     |
 AH1598| AH1600 BANQUETTE CYRUS ELLIFF HSE CHY      APPROX. 4.5 KM 1883757.5 |
 AH1598| AH1601 AGUA DULCE MUNICIPAL TANK           APPROX.12.3 KM 2414535.0 |
 AH1598| AH1605 MC NEILLS P E HOUSE WINDMILL        APPROX.20.7 KM 3281504.6 |
 AH1598|---------------------------------------------------------------------|
 AH1598
 AH1598                          SUPERSEDED SURVEY CONTROL
 AH1598
 AH1598  NAD 83(1986)-  27 50 07.12033(N)    097 48 04.12501(W) AD(       ) 1
 AH1598  NAD 27      -  27 50 06.03800(N)    097 48 03.13400(W) AD(       ) 1
 AH1598  NGVD 29 (07/19/86)   31.1    (m)          102.     (f) VERT ANG       
 AH1598
 AH1598.Superseded values are not recommended for survey control.
 AH1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1598.See file dsdata.txt to determine how the superseded data were derived.
 AH1598
 AH1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1805779536(NAD 83)
 AH1598_MARKER: N = NAIL
 AH1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1598_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1598
 AH1598  HISTORY     - Date     Condition        Report By
 AH1598  HISTORY     - 1904     MONUMENTED       CGS
 AH1598  HISTORY     - 1930     GOOD             CGS
 AH1598  HISTORY     - 1949     GOOD             CGS
 AH1598  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AH1598  HISTORY     - 1969     GOOD             CGS
 AH1598  HISTORY     - 1975     GOOD             TXHD
 AH1598
 AH1598                          STATION DESCRIPTION
 AH1598
 AH1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 AH1598'STATION IS ABOUT 9 MILES WNW OF ROBSTOWN AND 2 MILES N OF
 AH1598'BANQUETE, ON LAND OWNED BY S.W. CHEEVES, OF CAMERON, TEXAS,
 AH1598'AND FARMED BY E.G. BROWN, 50 YARDS SW OF BROWNS HOUSE, IN A
 AH1598'BARN LOT, 16 YARDS SW OF A GAS PUMP, 27 YARDS E BY S OF A WOODEN
 AH1598'TANK AND WINDMILL, AND 1 FOOT E OF W POST OF WIRE GAP LEADING
 AH1598'INTO FIELD TO S.  IN 1904 DESCRIBED AS BEING 44.94 METERS
 AH1598'(147.4 FEET) S 62 DEG 10 MIN W FROM THE SW CORNER OF
 AH1598'J.A. ELLIFFS HOUSE, PROBABLY SAME HOUSE AS ABOVE.
 AH1598'
 AH1598'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL
 AH1598'IN IRON PIPE SET IN CONCRETE.
 AH1598'
 AH1598'REFERENCE MARK IS AT THE SAME ELEVATION AS STATION, AND
 AH1598'30.362 METERS (99.61 FEET) FROM STATION.
 AH1598'IN 1930 IT WAS REPORTED AS BEING COVERED BY A MOUND
 AH1598'OF BLOW SAND AND NEAR A WOODPILE.  IN 1904 IT WAS REPORTED AS
 AH1598'BEING 15.17 METERS (49.8 FEET) SW OF SW CORNER OF HOUSE.
 AH1598'OTHER DISTANCES AND BEARINGS (1904) WERE--CHIMNEY OF C.C.
 AH1598'WRIGHTS HOUSE, 3/4 MILE, S 52 DEG 10 MIN E.  CHIMNEY
 AH1598'ON BANQUETE RAILWAY STATION, 3 MILES, S 01 DEG 57 MIN E.
 AH1598'BANQUETE, CYRUS ELLIFFS HOUSE, CHIMNEY, S 08 DEG 38 MIN W.
 AH1598'
 AH1598'IN 1930, REACHED FROM ROBSTOWN BY STATE HIGHWAY 12A ABOUT
 AH1598'7-1/2 MILES TO BANQUETE.  THENCE N ON DIRT ROAD TOWARD
 AH1598'MATHIS 2.1 MILES TO GATE ON LEFT AT LANE LEADING W TO HOUSE
 AH1598'ON HILL.  THENCE ALONG LANE 0.3 MILE TO HOUSE AND STATION
 AH1598'SITE (AS DESCRIBED ABOVE).  ELEVATION OF STATION, 31.1
 AH1598'METERS (102 FEET).
 AH1598
 AH1598                          STATION RECOVERY (1949)
 AH1598
 AH1598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1598'THE STATION AND REFERENCE MARK (NO. 1) WERE RECOVERED AND
 AH1598'ARE IN GOOD CONDITION.
 AH1598'
 AH1598'AN AZIMUTH MARK AND A REFERENCE MARK NO. 2 WERE ESTABLISHED.
 AH1598'
 AH1598'THE STATION IS IN NUECES COUNTY AND NOT IN JIM WELLS COUNTY
 AH1598'AS PREVIOUSLY DESCRIBED.
 AH1598'
 AH1598'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 AH1598'
 AH1598'THE STATION IS LOCATED ABOUT 9.0 MILES WEST-NORTHWEST OF
 AH1598'ROBSTOWN, 2.0 MILES NORTH OF BANQUETE, 0.35 MILE WEST OF A
 AH1598'HARD SURFACED ROAD, 146.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AH1598'OF A HOUSE, 85.3 FEET SOUTH-SOUTHEAST OF THE CENTER OF A
 AH1598'WINDMILL, AND 55.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AH1598'A GRANERY.  THE STATION IS A NAIL IN THE CENTER OF AN IRON
 AH1598'PIPE SET IN A ROUND CONCRETE CYLINDER THAT IS FLUSH WITH THE
 AH1598'GROUND.
 AH1598'
 AH1598'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION, 99.0
 AH1598'FEET EAST OF THE CENTER OF A WINDMILL, 49.5 FEET SOUTHWEST OF
 AH1598'THE SOUTHWEST CORNER OF A HOUSE, AND 43.0 FEET WEST OF AN
 AH1598'ELM TREE.  IT IS A NAIL IN THE CENTER OF AN IRON PIPE SET
 AH1598'IN A CONCRETE CYLINDER THAT PROJECTS ONE INCH.
 AH1598'
 AH1598'REFERENCE MARK NO. 2 IS 81.0 FEET EAST OF THE NORTHEAST CORNER
 AH1598'OF A GRANERY AND 28.0 FEET SOUTH OF THE SOUTHWEST CORNER
 AH1598'OF A SHED.  IT PROJECTS ONE INCH AND IS STAMPED, ELLIFF NO
 AH1598'2 1949.
 AH1598'
 AH1598'AZIMUTH MARK IS 70.0 FEET NORTHEAST OF THE CENTER OF A T-ROAD
 AH1598'INTERSECTION, 39.0 FEET NORTH OF THE CENTER OF A SURFACED
 AH1598'ROAD, AND 1.5 FEET SOUTH OF A POWER LINE POLE.  IT PROJECTS
 AH1598'6 INCHES AND IS STAMPED ELLIFF 1949.
 AH1598'
 AH1598'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO.
 AH1598'44 AND COUNTY ROUTE NO. 666, AT THE NORTHWEST EDGE OF BANQUETE,
 AH1598'GO NORTH ON HARD SURFACED ROAD FOR 2.0 MILES TO A FARM ROAD
 AH1598'LEFT, TURN LEFT AND GO 0.35 MILE TO THE STATION AS DESCRIBED.
 AH1598'
 AH1598'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FARM
 AH1598'ROAD FOR 0.35 MILE, TURN LEFT AND GO NORTH FOR 0.1 MILE TO A
 AH1598'T-ROAD RIGHT AND AZIMUTH MARK AS DESCRIBED.
 AH1598'
 AH1598'A 74 FOOT SIGNAL AT KALETA 1905 IS VISIBLE AT 50 FEET.
 AH1598'
 AH1598'AN 87 FOOT SIGNAL AT ROGERS 2 IS VISIBLE AT 37 FEET.
 AH1598'
 AH1598'A 74 FOOT SIGNAL AT DRISCOLL IS VISIBLE AT 10 FEET.
 AH1598'
 AH1598'A 60 FOOT SIGNAL AT BANQUETE IS VISIBLE AT 10 FEET.
 AH1598'
 AH1598'A 74 FOOT SIGNAL AT WOOD 2 IS VISIBLE AT 37 FEET.
 AH1598
 AH1598                          STATION RECOVERY (1953)
 AH1598
 AH1598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AH1598'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED,
 AH1598'EXCEPT A DIFFERENCE WAS FOUND IN THE MEASUREMENT OF REFERENCE
 AH1598'MARK NO. 2.  THE CORRECT DISTANCE IS 50.775 FEET, 15.476 METERS.
 AH1598'
 AH1598'THE STATION MARK WAS RESET 8 INCHES BELOW THE SURFACE OF THE
 AH1598'GROUND.  A NEW DESCRIPTION FOLLOWS.
 AH1598'
 AH1598'THE STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF ROBSTOWN
 AH1598'AND 2 MILES NORTH OF BANQUETE.
 AH1598'
 AH1598'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 44 AND FARM
 AH1598'ROAD 666 NEAR THE NORTHWEST SIDE OF BANQUETE, GO NORTH ON FARM
 AH1598'ROAD 666 FOR 2.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT, WEST,
 AH1598'AND GO 0.35 MILE TO A FARM YARD AND THE STATION SITE.
 AH1598'
 AH1598'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 AH1598'CONCRETE POST.  THE MARK IS STAMPED ELLIFF 1904 1953, AND IS
 AH1598'SET 8 INCHES BELOW THE GROUND SURFACE.  THE MARK IS LOCATED
 AH1598'146 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE.  70 FEET
 AH1598'SOUTH OF THE CENTER OF A CONCRETE WATER TANK.  AND 35 FEET
 AH1598'NORTHEAST OF A GASOLINE PUMP.
 AH1598'
 AH1598'REFERENCE MARK NO. 1 IS A NAIL SET IN AN IRON PIPE WHICH
 AH1598'IS EMBEDDED IN A CONCRETE CYLINDER.  THE MARK IS LOCATED
 AH1598'99 FEET EAST OF THE CENTER OF A CONCRETE WATER TANK AND 49.5
 AH1598'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE.  THE
 AH1598'MARK IS FLUSH WITH THE GROUND SURFACE.
 AH1598'
 AH1598'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 AH1598'CONCRETE POST.  THE MARK IS STAMPED ELLIFF NO 2 1949, AND
 AH1598'IS SET FLUSH WITH THE GROUND SURFACE.  THE MARK IS LOCATED
 AH1598'89 FEET EAST OF A GASOLINE PUMP AND 50 FEET SOUTHWEST OF A
 AH1598'POWER LINE POLE WHICH HAS A TRANSFORMER ON IT.
 AH1598'
 AH1598'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 AH1598'POST.  THE MARK IS STAMPED ELLIFF 1949, AND IT PROJECTS 6
 AH1598'INCHES.  THE MARK IS LOCATED APPROX. 0.35 MILE EAST-NORTHEAST
 AH1598'OF THE STATION.  70 FEET NORTHEAST OF THE CENTER OF THE
 AH1598'INTERSECTION OF A DIRT FARM ROAD AND FARM ROAD 666.  33 FEET
 AH1598'NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT ABUTMENT.
 AH1598'AND 1.5 FEET SOUTH OF A POWER LINE POLE.
 AH1598'
 AH1598'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.35
 AH1598'MILE TO FARM ROAD 666.  TURN LEFT ON FARM ROAD 666 AND GO 0.1
 AH1598'MILE TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK NORTHEAST OF
 AH1598'THE INTERSECTION AS DESCRIBED.
 AH1598
 AH1598                          STATION RECOVERY (1969)
 AH1598
 AH1598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GDF)
 AH1598'THE 1953 DESCRIPTION IS GOOD.  ALL MARKS RECOVERED WITH THE
 AH1598'EXCEPTION OF REFERENCE MARK 1.  THE STATION MARK IS NOW FLUSH
 AH1598'WITH THE SURFACE OF THE GROUND.  REFERENCE MARK 2 IS ABOUT
 AH1598'1/2 INCH BELOW THE SURFACE.
 AH1598'
 AH1598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BANQUETE,
 AH1598'2 MILES NORTH.
 AH1598
 AH1598                          STATION RECOVERY (1975)
 AH1598
 AH1598'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (CLJ)
 AH1598'ELIFF 1904, 1953-FAIR
 AH1598'
 AH1598'AZIMUTH MARK AND REFERENCE
 AH1598'
 AH1598'MARKS-NOT SEARCHED FOR
 AH1598'
 AH1598'STATION MARK NOW PROJECTS .3 FT. APPEARS TO HAVE BEEN HIT
 AH1598'WITH PLOW BUT IS STILL SOLID AND USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9956 ***********************************************************************
 AG9956  DESIGNATION -  ELLING
 AG9956  PID         -  AG9956
 AG9956  STATE/COUNTY-  TX/HAYS
 AG9956  USGS QUAD   -  CREEDMOOR (1994)
 AG9956
 AG9956                         *CURRENT SURVEY CONTROL
 AG9956  ___________________________________________________________________
 AG9956* NAD 83(1993)-  30 01 49.14452(N)    097 43 28.12859(W)     ADJUSTED  
 AG9956* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 AG9956  ___________________________________________________________________
 AG9956  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AG9956  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AG9956
 AG9956  HORZ ORDER  -  THIRD
 AG9956
 AG9956.The horizontal coordinates were established by classical geodetic methods
 AG9956.and adjusted by the National Geodetic Survey in July 1998..
 AG9956
 AG9956.The orthometric height was scaled from a topographic map.
 AG9956
 AG9956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9956
 AG9956.The geoid height was determined by GEOID03.
 AG9956
 AG9956;                    North         East     Units Scale Factor Converg.
 AG9956;SPC TXSC     - 4,244,160.500   723,022.511   MT  0.99993670   +0 37 29.6
 AG9956;SPC TXSC     -13,924,383.24  2,372,116.35   sFT  0.99993670   +0 37 29.6
 AG9956;UTM  14      - 3,322,830.024   622,988.633   MT  0.99978662   +0 38 18.3
 AG9956
 AG9956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9956!SPC TXSC     -   0.99997439  x   0.99993670  =   0.99991109
 AG9956!UTM  14      -   0.99997439  x   0.99978662  =   0.99976101
 AG9956
 AG9956                          SUPERSEDED SURVEY CONTROL
 AG9956
 AG9956.No superseded survey control is available for this station.
 AG9956
 AG9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2298922830(NAD 83)
 AG9956_MARKER: DS = TRIANGULATION STATION DISK
 AG9956
 AG9956  HISTORY     - Date     Condition        Report By
 AG9956  HISTORY     - 1954     MONUMENTED       USGS
 AG9956
 AG9956                          STATION DESCRIPTION
 AG9956
 AG9956'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AG9956'STATION IS LOCATED ABOUT 17 MI. S. OF AUSTIN AND 2 MI. N. OF
 AG9956'NIEDERWALD, NEAR THE HAYS-TRAVIS COUNTY LINE, ON A HIGH RIDGE AND NEAR
 AG9956'SOME ABANDONED FARM BUILDINGS.
 AG9956'TO REACH FROM POST OFFICE IN AUSTIN, GO SOUTHEASTERLY ALONG CITY
 AG9956'STREETS FOR 5.1 MI. TO MONTOPOLIS STEEL BRIDGE OVER THE COLORADO
 AG9956'RIVER, CONTINUE S. ON U.S. 183 FOR 1.7 MI. TO Y-RD. JUNCTION WITH
 AG9956'TEXAS 71 AT NW. CORNER OF BERGSTROM AIR BASE, TURN S. ON U.S. 183 AND
 AG9956'GO 14.4 MI. TO JUNCTION WITH TEXAS 21, TURN RIGHT AND GO 1.8 MI. ALONG
 AG9956'TEXAS 21, TURN RIGHT ON GRAVEL RD. AND GO 0.6 MI. TO T-RD. JUNCTION,
 AG9956'TURN RIGHT FOR 0.3 MI. TO LOCKED GATE.  STATION IS ABOUT 2000 FT. NW.
 AG9956'OF THIS POINT ON TOP OF HILL, 127 FT. SE. OF A FENCE AND 63 FT. NE. OF
 AG9956'FARM HOUSE.
 AG9956'STATION MARK--A STANDARD TABLET STAMPED---ELLING 1954---, SET IN
 AG9956'CONCRETE POST PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6413 ***********************************************************************
 AW6413  DESIGNATION -  ELLINGTON
 AW6413  PID         -  AW6413
 AW6413  STATE/COUNTY-  TX/HARRIS
 AW6413  USGS QUAD   -  FRIENDSWOOD (1995)
 AW6413
 AW6413                         *CURRENT SURVEY CONTROL
 AW6413  ___________________________________________________________________
 AW6413* NAD 83(1993)-  29 36 01.41060(N)    095 10 33.99647(W)     ADJUSTED  
 AW6413* NAVD 88     -        10.58   (+/-2cm)      34.7    (feet)  VERTCON   
 AW6413  ___________________________________________________________________
 AW6413  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6413  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW6413
 AW6413  HORZ ORDER  -  FIRST
 AW6413  VERT ORDER  -  THIRD ? (See Below)
 AW6413
 AW6413.This mark is at Ellington Fld (EFD) Airport (EFD)
 AW6413
 AW6413.The horizontal coordinates were established by classical geodetic methods
 AW6413.and adjusted by the National Geodetic Survey in February 1996..
 AW6413
 AW6413.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6413.The vertical order pertains to the NGVD 29 superseded value.
 AW6413
 AW6413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6413
 AW6413.The geoid height was determined by GEOID03.
 AW6413
 AW6413;                    North         East     Units Scale Factor Converg.
 AW6413;SPC TXSC     - 4,201,891.789   970,309.437   MT  0.99987394   +1 52 24.1
 AW6413;SPC TXSC     -13,785,706.64  3,183,423.54   sFT  0.99987394   +1 52 24.1
 AW6413;UTM  15      - 3,276,484.271   289,257.312   MT  1.00014802   -1 04 31.0
 AW6413
 AW6413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6413!SPC TXSC     -   1.00000259  x   0.99987394  =   0.99987653
 AW6413!UTM  15      -   1.00000259  x   1.00014802  =   1.00015061
 AW6413
 AW6413|---------------------------------------------------------------------|
 AW6413| PID    Reference Object                     Distance      Geod. Az  |
 AW6413|                                                           dddmmss.s |
 AW6413| CV7136 ELLINGTON RM 1                       26.725 METERS 05814     |
 AW6413| AW6411 ELLINGTON AIR FORCE BASE FLAG       157.676 METERS 07754     |
 AW6413| CV7134 ELLINGTON AZ MK                                    0901651.7 |
 AW6413| CV7135 ELLINGTON AZ MK 2                                  1400805.9 |
 AW6413| AW1101 V 639                                49.084 METERS 29146     |
 AW6413| AW6412 ELLINGTON FIELD AIRWAY BEACON       438.603 METERS 3272954.3 |
 AW6413|---------------------------------------------------------------------|
 AW6413
 AW6413                          SUPERSEDED SURVEY CONTROL
 AW6413
 AW6413  NAD 83(1986)-  29 36 01.42648(N)    095 10 33.97697(W) AD(       ) 1
 AW6413  NAD 27      -  29 36 00.59233(N)    095 10 33.21771(W) AD(       ) 1
 AW6413  NGVD 29 (07/19/86)   10.58   (m)           34.7    (f) LEVELING    3  
 AW6413
 AW6413.Superseded values are not recommended for survey control.
 AW6413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6413.See file dsdata.txt to determine how the superseded data were derived.
 AW6413
 AW6413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8925776484(NAD 83)
 AW6413_MARKER: DS = TRIANGULATION STATION DISK
 AW6413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6413
 AW6413  HISTORY     - Date     Condition        Report By
 AW6413  HISTORY     - 1952     MONUMENTED       CGS
 AW6413  HISTORY     - 1955     SEE DESCRIPTION  USGS
 AW6413  HISTORY     - 1958     SEE DESCRIPTION  HLPCO
 AW6413  HISTORY     - 1961     GOOD             CGS
 AW6413  HISTORY     - 1968     GOOD             CGS
 AW6413  HISTORY     - 1987     GOOD             USPSQD
 AW6413  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 AW6413
 AW6413                          STATION DESCRIPTION
 AW6413
 AW6413'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6413'THE STATION IS LOCATED AT THE ELLINGTON AIRFORCE BASE WHICH
 AW6413'IS ABOUT 16 MILES SOUTHEAST OF HOUSTON.  IT IS ABOUT 200
 AW6413'FEET EAST OF U.S. HIGHWAY 75, 102 FEET SOUTHWEST OF THE
 AW6413'SOUTHWEST CORNER OF THE GUARD HOUSE AT THE MAIN GATE, 100
 AW6413'FEET SOUTHEAST OF THE SOUTHEAST CORNER POST AT THE MAIN
 AW6413'ENTRANCE, 60 FEET SOUTHWEST OF A PAVED STREET AND 14 FEET
 AW6413'EAST OF A FENCE.  IT IS STAMPED ELLINGTON 1952 AND IS SET
 AW6413'FLUSH.
 AW6413'
 AW6413'REFERENCE MARK NO. 1 IS 50 FEET SOUTHEAST OF THE SOUTHEAST
 AW6413'CORNER OF THE GUARD HOUSE AND 18 FEET NORTHEAST OF THE CENTER
 AW6413'OF A PAVED STREET.  IT IS A STANDARD REFERENCE MARK DISK
 AW6413'SET IN A DRILL HOLE IN A CONCRETE CURB.  IT IS STAMPED ELLINGTON
 AW6413'NO 1 1952.
 AW6413'
 AW6413'BENCH MARK V 639 WAS USED FOR REFERENCE MARK NUMBER 2.  IT
 AW6413'IS A STANDARD BENCH MARK DISK SET IN A DRILL HOLE IN THE
 AW6413'SOUTH END OF A CONCRETE CULVERT.  IT IS 53 FEET WEST OF
 AW6413'THE SOUTHWEST CORNER POST AT THE MAIN ENTRANCE, 15 FEET
 AW6413'SOUTH OF THE CENTER OF THE ROAD TO THE MAIN ENTRANCE, 13
 AW6413'FEET WEST OF THE WEST RAIL OF A RAILROAD AND 8 FEET EAST
 AW6413'OF A RAILROAD BLINKER SIGNAL.  IT IS STAMPED V 639 1942.
 AW6413'
 AW6413'THE AZIMUTH MARK IS LOCATED AT THE EAST END OF SOUTH ROBINS
 AW6413'STREET, 176 FEET WEST OF THE NORTHWEST LEG OF A CONTROL
 AW6413'TOWER AND 23 FEET SOUTHEAST OF THE CENTER OF A T STREET
 AW6413'INTERSECTION.  IT IS A STANDARD AZIMUTH MARK DISK SET IN
 AW6413'A DRILL HOLE IN A CONCRETE CURB.  IT IS STAMPED ELLINGTON
 AW6413'1952.
 AW6413'
 AW6413'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR
 AW6413'0.4 MILE TO THE END OF THE STREET AND THE AZIMUTH MARK AS
 AW6413'DESCRIBED.
 AW6413'
 AW6413'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AW6413
 AW6413                          STATION RECOVERY (1955)
 AW6413
 AW6413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AW6413'THE CURB APPEARS TO HAVE BEEN MOVED TO MAKE MORE PARKING
 AW6413'SPACE.
 AW6413
 AW6413                          STATION RECOVERY (1958)
 AW6413
 AW6413'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1958 (EMM)
 AW6413'THE AZIMUTH MONUMENT HAS BEEN DESTROYED.  THE CURB HAS BEEN
 AW6413'TORN OUT AND THE STREET WIDENED.  R.M. NO. 1 IS IN GOOD
 AW6413'CONDITION, EXCEPT IT HAS ABOUT 1/16 OF AN INCH OR MORE PAINT
 AW6413'OVER IT.  R.M. NO. 3 IS IN GOOD CONDITION.  FLAG POLE HAS
 AW6413'BRASS BALL ON TOP INSTEAD OF LIGHT.
 AW6413
 AW6413                          STATION RECOVERY (1961)
 AW6413
 AW6413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 AW6413'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AW6413'GOOD CONDITION.  THE ORIGINAL DESCRIPTION PROVED TO BE ADEQUATE.
 AW6413
 AW6413                          STATION RECOVERY (1968)
 AW6413
 AW6413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6413'THE STATION MARK, REFERENCE MARK 1 AND B.M. V639 WERE RECOVERED
 AW6413'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 AW6413'WAS NOT RECOVERED AND IT IS BELIEVED TO HAVE BEEN DESTROYED
 AW6413'WHEN A PARKING AREA WAS ENLARGED AT THE SOUTHEAST CORNER
 AW6413'OF THE T-INTERSECTION.  AN AZIMUTH MARK 2 WAS ESTABLISHED
 AW6413'AT THIS TIME.  SOME CHANGES HAVE TAKEN PLACE IN THE IMMEDIATE
 AW6413'AREA OF THE STATION.  A NEW DESCRIPTION FOLLOWS.
 AW6413'
 AW6413'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF THE CENTER
 AW6413'OF HOUSTON, NEAR THE MAIN GATE OF ELLINGTON AIR FORCE BASE
 AW6413'ALONG STATE HIGHWAY 3.
 AW6413'
 AW6413'THE STATION MARK IS A STANDARD DISK STAMPED ELLINGTON 1952,
 AW6413'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW6413'IS FLUSH.  IT IS 100.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AW6413'OF A GUARD HOUSE, 63 FEET SOUTH-SOUTHWEST OF THE CENTER
 AW6413'OF THE PAVED ENTRANCE ROAD, 25 FEET NORTHWEST OF THE NORTHWEST
 AW6413'CORNER OF A PAVED PARKING AREA, 22 FEET NORTH-NORTHWEST
 AW6413'OF A POWER LINE POLE WITH A TRANSFORMER, 14.2 FEET NORTHEAST
 AW6413'OF A CHAIN LINK FENCE AND 10.3 FEET NORTHEAST OF A GUY CABLE
 AW6413'FOR THE POWER LINE POLE.
 AW6413'
 AW6413'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ELLINGTON NO
 AW6413'1 1952, CEMENTED IN A DRILL HOLE IN A CONCRETE CURBING THAT
 AW6413'PROJECTS 6 INCHES ABOVE THE PAVED SURFACE.  IT IS 52.5 FEET
 AW6413'SOUTHEAST OF A LIGHT POLE WHICH HAS THREE LIGHTS, 18 FEET
 AW6413'NORTH-NORTHEAST OF THE CENTER OF THE PAVED ENTRANCE ROAD
 AW6413'AND 8.4 FEET WEST OF THE CENTER OF THE CURBING AT THE EXTREME
 AW6413'EAST POINT OF A TRIANGULAR SHAPED MEDIAN.  NOTE--DESC.
 AW6413'
 AW6413'BENCH MARK V 639 (R.M. 2 IN 1952) IS A STANDARD BENCH MARK
 AW6413'DISK STAMPED V 639 1942, CEMENTED IN A DRILL HOLE IN THE
 AW6413'SOUTH END OF A CONCRETE CULVERT.  IT IS 50.6 FEET WEST OF
 AW6413'THE SOUTH POST OF THE BASE ENTRANCE SIGN, 16 FEET SOUTH-SOUTHEAST
 AW6413'OF THE CENTER OF THE PAVED ENTRANCE ROAD, 13.1 FEET WEST
 AW6413'OF THE WEST RAIL OF THE RAILROAD TRACKS AND 8 FEET EAST
 AW6413'OF THE RAILROAD SIGNAL POLE.
 AW6413'
 AW6413'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELLINGTON 1952
 AW6413'AZ 2 1968, CEMENTED IN A DRILL HOLE IN A CONCRETE CURBING
 AW6413'THAT PROJECTS 5 INCHES ABOVE THE PAVED SURFACE.  IT IS 26.3
 AW6413'FEET NORTHEAST OF A CHAIN LINK FENCE, 14.4 FEET SOUTHWEST
 AW6413'OF POWER LINE POLE NUMBER 2/57, 12 FEET NORTHEAST OF THE
 AW6413'CENTER OF BROUSSARD AVENUE AND 8.2 FEET NORTHWEST OF THE
 AW6413'NORTHWEST CORNER POST OF A TENNIS COURT.
 AW6413'
 AW6413'TO REACH THE AZIMUTH MARK FROM THE STATION, GO IN AN EASTERLY
 AW6413'DIRECTION FOR ABOUT 200 FEET TO A CROSSROAD.  TURN RIGHT
 AW6413'AND FOLLOW THE PAVED ROAD SOUTHEAST ALONG THE EASTERN SIDE
 AW6413'OF A CHAIN LINK FENCE FOR 0.25 MILE TO THE AZIMUTH MARK
 AW6413'ON THE LEFT AT THE INTERSECTION OF BROUSSARD AVENUE AND MORTON
 AW6413'AVENUE.
 AW6413'
 AW6413'HEIGHT OF LIGHT ABOVE STATION MARK 73.1 FEET.
 AW6413
 AW6413                          STATION RECOVERY (1987)
 AW6413
 AW6413'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6413'RECOVERED IN GOOD CONDITION.
 AW6413
 AW6413                          STATION RECOVERY (1994)
 AW6413
 AW6413'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5588 ***********************************************************************
 AW5588  DESIGNATION -  ELLINGTON 1
 AW5588  PID         -  AW5588
 AW5588  STATE/COUNTY-  TX/HARRIS
 AW5588  USGS QUAD   -  FRIENDSWOOD (1995)
 AW5588
 AW5588                         *CURRENT SURVEY CONTROL
 AW5588  ___________________________________________________________________
 AW5588* NAD 83(1986)-  29 35 49.     (N)    095 10 13.     (W)     SCALED    
 AW5588* NAVD 88     -         8.407  (meters)      27.58   (feet)  ADJUSTED  
 AW5588  ___________________________________________________________________
 AW5588  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW5588  DYNAMIC HT  -           8.395 (meters)      27.54  (feet)  COMP
 AW5588  MODELED GRAV-     979,274.6   (mgal)                       NAVD 88
 AW5588
 AW5588  VERT ORDER  -  FIRST     CLASS II
 AW5588
 AW5588.This mark is at Ellington Fld (EFD) Airport (EFD)
 AW5588
 AW5588.The horizontal coordinates were scaled from a topographic map and have
 AW5588.an estimated accuracy of +/- 6 seconds.
 AW5588
 AW5588.The orthometric height was determined by differential leveling
 AW5588.and adjusted by the National Geodetic Survey in June 1991..
 AW5588
 AW5588.The geoid height was determined by GEOID03.
 AW5588
 AW5588.The dynamic height is computed by dividing the NAVD 88
 AW5588.geopotential number by the normal gravity value computed on the
 AW5588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5588.degrees latitude (g = 980.6199 gals.).
 AW5588
 AW5588.The modeled gravity was interpolated from observed gravity values.
 AW5588
 AW5588;                    North         East    Units  Estimated Accuracy
 AW5588;SPC TXSC     - 4,201,530.      970,890.      MT  (+/- 180 meters Scaled)
 AW5588
 AW5588                          SUPERSEDED SURVEY CONTROL
 AW5588
 AW5588  NGVD 29 (12/23/87)    8.403  (m)           27.57   (f) ADJUSTED    1 2
 AW5588
 AW5588.Superseded values are not recommended for survey control.
 AW5588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5588.See file dsdata.txt to determine how the superseded data were derived.
 AW5588
 AW5588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN898760(NAD 83)
 AW5588_MARKER: I = METAL ROD
 AW5588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5588_SP_SET: STAINLESS STEEL ROD
 AW5588_STAMPING: ELLINGTON 1 1987
 AW5588_MARK LOGO: NGS   
 AW5588_PROJECTION: FLUSH
 AW5588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5588+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 AW5588_ROD/PIPE-DEPTH: 15.2 meters
 AW5588
 AW5588  HISTORY     - Date     Condition        Report By
 AW5588  HISTORY     - 1987     MONUMENTED       NGS
 AW5588  HISTORY     - 1989     GOOD             USPSQD
 AW5588  HISTORY     - 19940514 GOOD             USPSQD
 AW5588  HISTORY     - 20060519 GOOD             GEOCAC
 AW5588
 AW5588                          STATION DESCRIPTION
 AW5588
 AW5588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5588'IN ELLINGTON AIR FORCE BASE.
 AW5588'ACROSS THE STREET FROM GATE 18 AT THE ELLINGTON AIR FORCE BASE AND
 AW5588'LYNDON B. JOHNSON SPACE CENTER, 32.9 M (108.0 FT) NORTH OF THE CENTER
 AW5588'OF CORCORAN STREET, 25.9 M (85.0 FT) WEST OF THE SOUTHWEST CORNER OF A
 AW5588'GUARD BUILDING, 12.8 M (42.1 FT) WEST OF THE CENTERLINE OF BRANTLY
 AW5588'AVENUE, 9.1 M (30.0 FT) SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 AW5588'SIDEWALK, AND 5.5 M (18.3 FT) WEST OF THE WEST EDGE OF A NORTH-SOUTH
 AW5588'SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5588'CAP.
 AW5588'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5588'THE MARK IS 0.6 M ABOVE THE AVENUE.
 AW5588
 AW5588                          STATION RECOVERY (1989)
 AW5588
 AW5588'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW5588'RECOVERED IN GOOD CONDITION.
 AW5588
 AW5588                          STATION RECOVERY (1994)
 AW5588
 AW5588'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5588'RECOVERED IN GOOD CONDITION.
 AW5588
 AW5588                          STATION RECOVERY (2006)
 AW5588
 AW5588'RECOVERY NOTE BY GEOCACHING 2006 (GGM)
 AW5588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7019 ***********************************************************************
 AW7019  DESIGNATION -  ELLINGTON 1 RESET
 AW7019  PID         -  AW7019
 AW7019  STATE/COUNTY-  TX/HARRIS
 AW7019  USGS QUAD   -  FRIENDSWOOD (1995)
 AW7019
 AW7019                         *CURRENT SURVEY CONTROL
 AW7019  ___________________________________________________________________
 AW7019* NAD 83(1993)-  29 35 30.18694(N)    095 09 58.98897(W)     ADJUSTED  
 AW7019* NAVD 88     -         7.4    (meters)      24.     (feet)  VERTCON   
 AW7019  ___________________________________________________________________
 AW7019  X           -    -499,833.670 (meters)                     COMP
 AW7019  Y           -  -5,528,178.093 (meters)                     COMP
 AW7019  Z           -   3,131,089.502 (meters)                     COMP
 AW7019  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW7019  ELLIP HEIGHT-         -19.68  (meters)          (02/16/96) GPS OBS
 AW7019  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW7019
 AW7019  HORZ ORDER  -  THIRD
 AW7019  ELLP ORDER  -  FIFTH     CLASS I
 AW7019
 AW7019.This mark is at Ellington Fld (EFD) Airport (EFD)
 AW7019
 AW7019.The horizontal coordinates were established by GPS observations
 AW7019.and adjusted by the National Geodetic Survey in February 1996..
 AW7019
 AW7019.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7019
 AW7019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7019
 AW7019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7019
 AW7019.The ellipsoidal height was determined by GPS observations
 AW7019.and is referenced to NAD 83.
 AW7019
 AW7019.The geoid height was determined by GEOID03.
 AW7019
 AW7019;                    North         East     Units Scale Factor Converg.
 AW7019;SPC TXSC     - 4,200,961.866   971,282.316   MT  0.99987325   +1 52 41.3
 AW7019;SPC TXSC     -13,782,655.72  3,186,615.40   sFT  0.99987325   +1 52 41.3
 AW7019;UTM  15      - 3,275,505.270   290,181.321   MT  1.00014323   -1 04 12.7
 AW7019
 AW7019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7019!SPC TXSC     -   1.00000309  x   0.99987325  =   0.99987634
 AW7019!UTM  15      -   1.00000309  x   1.00014323  =   1.00014632
 AW7019
 AW7019                          SUPERSEDED SURVEY CONTROL
 AW7019
 AW7019  ELLIP H (01/21/93)  -19.84   (m)                       GP(       ) 4 2
 AW7019  NAD 83(1986)-  29 35 30.20095(N)    095 09 58.97049(W) AD(       ) 3
 AW7019  NAD 27      -  29 35 29.36922(N)    095 09 58.21436(W) AD(       ) 3
 AW7019  NGVD 29 (12/08/88)    7.4    (m)           24.     (f) GPS OBS        
 AW7019
 AW7019.Superseded values are not recommended for survey control.
 AW7019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7019.See file dsdata.txt to determine how the superseded data were derived.
 AW7019
 AW7019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9018175505(NAD 83)
 AW7019_MARKER: I = METAL ROD
 AW7019_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW7019_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW7019_STAMPING: ELLINGTON 1 RESET 1988
 AW7019_MARK LOGO: NGS   
 AW7019_PROJECTION: FLUSH
 AW7019_MAGNETIC: I = MARKER IS A STEEL ROD
 AW7019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW7019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7019+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AW7019_ROD/PIPE-DEPTH: 13.6 meters
 AW7019_SLEEVE-DEPTH  : 0.76 meters
 AW7019
 AW7019  HISTORY     - Date     Condition        Report By
 AW7019  HISTORY     - 1988     MONUMENTED       NGS
 AW7019  HISTORY     - 19940514 GOOD             USPSQD
 AW7019  HISTORY     - 20000124 GOOD             USPSQD
 AW7019
 AW7019                          STATION DESCRIPTION
 AW7019
 AW7019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AW7019'THE STATION IS LOCATED ABOUT 27.4 KM (17.05 MI) SOUTHEAST OF DOWNTOWN
 AW7019'HOUSTON, AT ELLINGTON AIRFIELD.  OWNERSHIP--AIR NATIONAL GUARD, BASE
 AW7019'3. CONTACT--BOB HARTMAN C/O CITY OF HOUSTON, AVIATION.  TELEPHONE
 AW7019'713-481-2828.
 AW7019'TO REACH THE STATION FROM THE CENTER OF AN OVERPASS ON FARM ROAD 1959,
 AW7019'CROSSING INTERSTATE 45.  GO EAST ON FARM ROAD 1959 FOR 1.8 KM
 AW7019'(1.10 MI) TO THE JUNCTION OF STATE HIGHWAY 3 AND THE ENTRANCE DRIVE
 AW7019'(SOUTH ROBBINS) TO ELLINGTON FIELD.  GO ACROSS STATE HIGHWAY 3 TO THE
 AW7019'ENTRANCE ROAD.  CONTINUE AHEAD ON SOUTH ROBBINS FOR 0.7 KM (0.45 MI)
 AW7019'TO A T-ROAD.  TURN RIGHT AT THE T-ROAD ON BRANTLY FOR FOR 0.8 KM
 AW7019'(0.50 MI) TO A ROAD LEFT, AT THE SOUTH ENTRANCE GATE.  TURN LEFT AT
 AW7019'THE GATE AND GO 0.08 KM (0.05 MI) TO A T-ROAD.  TURN RIGHT FOR 0.4 KM
 AW7019'(0.25 MI) TO A ROAD LEFT AND THE STATION IN THE LAWN OF BUILDING 169,
 AW7019'NEAR A SMALL PINE TREE.
 AW7019'THE STATION IS SET 23.5 M (77.1 FT) NORTH OF A UTILITY POLE, 14.4 M
 AW7019'(47.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BROWN BLOCK
 AW7019'BUILDING, NUMBER 169, 14.3 M (46.9 FT) SOUTH OF THE CENTER OF AN
 AW7019'ASPHALT ROAD, LEADING THROUGH A GATE, GOING ONTO THE AIRFIELD AND
 AW7019'10.7 M (35.1 FT) WEST OF A NORTH-SOUTH CHAIN LINK FENCE.
 AW7019'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW7019'DESCRIBED BY R.D.B.
 AW7019
 AW7019                          STATION RECOVERY (1994)
 AW7019
 AW7019'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW7019'RECOVERED IN GOOD CONDITION.
 AW7019
 AW7019                          STATION RECOVERY (2000)
 AW7019
 AW7019'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW7019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5589 ***********************************************************************
 AW5589  DESIGNATION -  ELLINGTON 2
 AW5589  PID         -  AW5589
 AW5589  STATE/COUNTY-  TX/HARRIS
 AW5589  USGS QUAD   -  FRIENDSWOOD (1995)
 AW5589
 AW5589                         *CURRENT SURVEY CONTROL
 AW5589  ___________________________________________________________________
 AW5589* NAD 83(1986)-  29 35 44.     (N)    095 10 08.     (W)     SCALED    
 AW5589* NAVD 88     -         7.860  (meters)      25.79   (feet)  ADJUSTED  
 AW5589  ___________________________________________________________________
 AW5589  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW5589  DYNAMIC HT  -           7.850 (meters)      25.75  (feet)  COMP
 AW5589  MODELED GRAV-     979,274.5   (mgal)                       NAVD 88
 AW5589
 AW5589  VERT ORDER  -  FIRST     CLASS II
 AW5589
 AW5589.This mark is at Ellington Fld (EFD) Airport (EFD)
 AW5589
 AW5589.The horizontal coordinates were scaled from a topographic map and have
 AW5589.an estimated accuracy of +/- 6 seconds.
 AW5589
 AW5589.The orthometric height was determined by differential leveling
 AW5589.and adjusted by the National Geodetic Survey in June 1991..
 AW5589
 AW5589.The geoid height was determined by GEOID03.
 AW5589
 AW5589.The dynamic height is computed by dividing the NAVD 88
 AW5589.geopotential number by the normal gravity value computed on the
 AW5589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5589.degrees latitude (g = 980.6199 gals.).
 AW5589
 AW5589.The modeled gravity was interpolated from observed gravity values.
 AW5589
 AW5589;                    North         East    Units  Estimated Accuracy
 AW5589;SPC TXSC     - 4,201,380.      971,030.      MT  (+/- 180 meters Scaled)
 AW5589
 AW5589                          SUPERSEDED SURVEY CONTROL
 AW5589
 AW5589  NGVD 29 (12/23/87)    7.857  (m)           25.78   (f) ADJUSTED    1 2
 AW5589
 AW5589.Superseded values are not recommended for survey control.
 AW5589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5589.See file dsdata.txt to determine how the superseded data were derived.
 AW5589
 AW5589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN899759(NAD 83)
 AW5589_MARKER: I = METAL ROD
 AW5589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5589_SP_SET: STAINLESS STEEL ROD
 AW5589_STAMPING: ELLINGTON 2 1987
 AW5589_MARK LOGO: NGS   
 AW5589_PROJECTION: FLUSH
 AW5589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5589+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 AW5589_ROD/PIPE-DEPTH: 15.2 meters
 AW5589
 AW5589  HISTORY     - Date     Condition        Report By
 AW5589  HISTORY     - 1987     MONUMENTED       NGS
 AW5589  HISTORY     - 1989     GOOD             USPSQD
 AW5589  HISTORY     - 1989     GOOD             USPSQD
 AW5589  HISTORY     - 19940514 GOOD             USPSQD
 AW5589  HISTORY     - 20060519 GOOD             GEOCAC
 AW5589
 AW5589                          STATION DESCRIPTION
 AW5589
 AW5589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5589'IN ELLINGTON AIR FORCE BASE.
 AW5589'AT THE ELLINGTON AIR FORCE BASE AND LYNDON B. JOHNSON SPACE CENTER, AT
 AW5589'BUILDING NUMBER 135, 0.2 KM (0.1 MI) SOUTHEAST OF GATE NUMBER 18, 9.6
 AW5589'M (31.5 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING, AND 8.3
 AW5589'M (27.3 FT) NORTH OF THE NORTH FACE OF THE BUILDING.  NOTE--ACCESS TO
 AW5589'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5589'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AW5589'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 AW5589
 AW5589                          STATION RECOVERY (1989)
 AW5589
 AW5589'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW5589'RECOVERED IN GOOD CONDITION.
 AW5589
 AW5589                          STATION RECOVERY (1989)
 AW5589
 AW5589'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW5589'RECOVERED IN GOOD CONDITION.
 AW5589
 AW5589                          STATION RECOVERY (1994)
 AW5589
 AW5589'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5589'RECOVERED IN GOOD CONDITION.
 AW5589
 AW5589                          STATION RECOVERY (2006)
 AW5589
 AW5589'RECOVERY NOTE BY GEOCACHING 2006 (GGM)
 AW5589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5590 ***********************************************************************
 AW5590  DESIGNATION -  ELLINGTON 3
 AW5590  PID         -  AW5590
 AW5590  STATE/COUNTY-  TX/HARRIS
 AW5590  USGS QUAD   -  FRIENDSWOOD (1995)
 AW5590
 AW5590                         *CURRENT SURVEY CONTROL
 AW5590  ___________________________________________________________________
 AW5590* NAD 83(1986)-  29 36 31.     (N)    095 10 11.     (W)     SCALED    
 AW5590* NAVD 88     -         9.631  (meters)      31.60   (feet)  ADJUSTED  
 AW5590  ___________________________________________________________________
 AW5590  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW5590  DYNAMIC HT  -           9.618 (meters)      31.56  (feet)  COMP
 AW5590  MODELED GRAV-     979,275.4   (mgal)                       NAVD 88
 AW5590
 AW5590  VERT ORDER  -  FIRST     CLASS II
 AW5590
 AW5590.This mark is at Ellington Fld (EFD) Airport (EFD)
 AW5590
 AW5590.The horizontal coordinates were scaled from a topographic map and have
 AW5590.an estimated accuracy of +/- 6 seconds.
 AW5590
 AW5590.The orthometric height was determined by differential leveling
 AW5590.and adjusted by the National Geodetic Survey in June 1991..
 AW5590
 AW5590.The geoid height was determined by GEOID03.
 AW5590
 AW5590.The dynamic height is computed by dividing the NAVD 88
 AW5590.geopotential number by the normal gravity value computed on the
 AW5590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5590.degrees latitude (g = 980.6199 gals.).
 AW5590
 AW5590.The modeled gravity was interpolated from observed gravity values.
 AW5590
 AW5590;                    North         East    Units  Estimated Accuracy
 AW5590;SPC TXSC     - 4,202,820.      970,900.      MT  (+/- 180 meters Scaled)
 AW5590
 AW5590                          SUPERSEDED SURVEY CONTROL
 AW5590
 AW5590  NGVD 29 (12/23/87)    9.628  (m)           31.59   (f) ADJUSTED    1 2
 AW5590
 AW5590.Superseded values are not recommended for survey control.
 AW5590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5590.See file dsdata.txt to determine how the superseded data were derived.
 AW5590
 AW5590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN898773(NAD 83)
 AW5590_MARKER: I = METAL ROD
 AW5590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5590_SP_SET: STAINLESS STEEL ROD
 AW5590_STAMPING: ELLINGTON 3 1987
 AW5590_MARK LOGO: NGS   
 AW5590_PROJECTION: FLUSH
 AW5590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW5590+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AW5590_ROD/PIPE-DEPTH: 27.4 meters
 AW5590
 AW5590  HISTORY     - Date     Condition        Report By
 AW5590  HISTORY     - 1987     MONUMENTED       NGS
 AW5590  HISTORY     - 1989     GOOD             USPSQD
 AW5590  HISTORY     - 1989     GOOD             USPSQD
 AW5590  HISTORY     - 19940514 GOOD             USPSQD
 AW5590  HISTORY     - 20050828 GOOD             USPSQD
 AW5590
 AW5590                          STATION DESCRIPTION
 AW5590
 AW5590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5590'IN ELLINGTON AIR FORCE BASE.
 AW5590'NEAR THE SOUTHWEST CORNER OF BUILDING NUMBER 990 AT THE ELLINGTON AIR
 AW5590'FORCE BASE AND LYNDON B. JOHNSON SPACE CENTER, 1.3 KM (0.8 MI) NORTH
 AW5590'OF GATE NUMBER 18, 20.9 M (68.8 FT) NORTH OF THE EXTENDED CENTER OF
 AW5590'SCHOLL STREET, 20.8 M (68.3 FT) EAST OF THE CENTERLINE OF BRANTLY
 AW5590'AVENUE, 3.2 M (10.5 FT) NORTHEAST OF THE NORTH CORNER OF THE WEST WING
 AW5590'OF THE BUILDING, AND 2.7 M (9.0 FT) WEST OF THE WEST FACE OF THE
 AW5590'BUILDING.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5590'CAP.
 AW5590'THE MARK IS 2.7 METERS  W FROM  A WITNESS POST
 AW5590'THE MARK IS 0.3 M ABOVE THE AVENUE.
 AW5590
 AW5590                          STATION RECOVERY (1989)
 AW5590
 AW5590'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW5590'RECOVERED IN GOOD CONDITION.
 AW5590
 AW5590                          STATION RECOVERY (1989)
 AW5590
 AW5590'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW5590'RECOVERED IN GOOD CONDITION.
 AW5590
 AW5590                          STATION RECOVERY (1994)
 AW5590
 AW5590'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5590'RECOVERED IN GOOD CONDITION.
 AW5590
 AW5590                          STATION RECOVERY (2005)
 AW5590
 AW5590'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5590'FOUND AS DESCRIBED.  THE MARK IS STICKING OUT OF THE GROUND BY ABOUT 8
 AW5590'INCHES. COULD NOT GET A GOOD GPS LOCK AT THE LOCATION DUE TO THE
 AW5590'OVERHANG OF THE HANGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6420 ***********************************************************************
 AW6420  DESIGNATION -  ELLINGTON AFB ARSR IE DOME
 AW6420  PID         -  AW6420
 AW6420  STATE/COUNTY-  TX/HARRIS
 AW6420  USGS QUAD   -  FRIENDSWOOD (1995)
 AW6420
 AW6420                         *CURRENT SURVEY CONTROL
 AW6420  ___________________________________________________________________
 AW6420* NAD 83(1993)-  29 36 57.59632(N)    095 10 23.42355(W)     ADJUSTED  
 AW6420* NAVD 88     -                                                        
 AW6420  ___________________________________________________________________
 AW6420  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW6420  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW6420
 AW6420  HORZ ORDER  -  THIRD
 AW6420
 AW6420.The horizontal coordinates were established by classical geodetic methods
 AW6420.and adjusted by the National Geodetic Survey in February 1996..
 AW6420
 AW6420
 AW6420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6420
 AW6420.The geoid height was determined by GEOID03.
 AW6420
 AW6420;                    North         East     Units Scale Factor Converg.
 AW6420;SPC TXSC     - 4,203,629.937   970,537.159   MT  0.99987523   +1 52 29.3
 AW6420;SPC TXSC     -13,791,409.22  3,184,170.66   sFT  0.99987523   +1 52 29.3
 AW6420;UTM  15      - 3,278,208.872   289,574.239   MT  1.00014637   -1 04 27.6
 AW6420
 AW6420                          SUPERSEDED SURVEY CONTROL
 AW6420
 AW6420  NAD 83(1986)-  29 36 57.61218(N)    095 10 23.40430(W) AD(       ) 4
 AW6420  NAD 27      -  29 36 56.77973(N)    095 10 22.64690(W) AD(       ) 3
 AW6420
 AW6420.Superseded values are not recommended for survey control.
 AW6420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6420.See file dsdata.txt to determine how the superseded data were derived.
 AW6420
 AW6420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8957478209(NAD 83)
 AW6420_MARKER: 87 = DOME
 AW6420
 AW6420  HISTORY     - Date     Condition        Report By
 AW6420  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6420  HISTORY     - 1987     GOOD             USPSQD
 AW6420  HISTORY     - 19940514 GOOD             USPSQD
 AW6420  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW6420
 AW6420                          STATION DESCRIPTION
 AW6420
 AW6420'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6420'THE STATION IS LOCATED ON THE GROUNDS OF THE ELLINGTON AIR FORCE
 AW6420'BASE.
 AW6420'
 AW6420'THE DOME IS WHITE IN COLOR, SUPPORTED BY 4 STEEL LEGS WHICH ARE
 AW6420'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE OVER-ALL HEIGHT
 AW6420'IS 112 FEET.
 AW6420'
 AW6420'THE POINT INTERSECTED WAS THE TOP CENTER OF THE DOME.
 AW6420
 AW6420                          STATION RECOVERY (1987)
 AW6420
 AW6420'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6420'RECOVERED IN GOOD CONDITION.
 AW6420
 AW6420                          STATION RECOVERY (1994)
 AW6420
 AW6420'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6420'RECOVERED IN GOOD CONDITION.
 AW6420
 AW6420                          STATION RECOVERY (2000)
 AW6420
 AW6420'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW6420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6411 ***********************************************************************
 AW6411  DESIGNATION -  ELLINGTON AIR FORCE BASE FLAG
 AW6411  PID         -  AW6411
 AW6411  STATE/COUNTY-  TX/HARRIS
 AW6411  USGS QUAD   -  FRIENDSWOOD (1995)
 AW6411
 AW6411                         *CURRENT SURVEY CONTROL
 AW6411  ___________________________________________________________________
 AW6411* NAD 83(1993)-  29 36 02.48380(N)    095 10 28.26687(W)     ADJUSTED  
 AW6411* NAVD 88     -                                                        
 AW6411  ___________________________________________________________________
 AW6411  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6411  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW6411
 AW6411  HORZ ORDER  -  THIRD
 AW6411
 AW6411.The horizontal coordinates were established by classical geodetic methods
 AW6411.and adjusted by the National Geodetic Survey in February 1996..
 AW6411
 AW6411
 AW6411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6411
 AW6411.The geoid height was determined by GEOID03.
 AW6411
 AW6411;                    North         East     Units Scale Factor Converg.
 AW6411;SPC TXSC     - 4,201,929.852   970,462.429   MT  0.99987396   +1 52 26.9
 AW6411;SPC TXSC     -13,785,831.52  3,183,925.49   sFT  0.99987396   +1 52 26.9
 AW6411;UTM  15      - 3,276,514.422   289,412.102   MT  1.00014722   -1 04 28.2
 AW6411
 AW6411                          SUPERSEDED SURVEY CONTROL
 AW6411
 AW6411  NAD 83(1986)-  29 36 02.49966(N)    095 10 28.24711(W) AD(       ) 4
 AW6411  NAD 27      -  29 36 01.66575(N)    095 10 27.48759(W) AD(       ) 3
 AW6411
 AW6411.Superseded values are not recommended for survey control.
 AW6411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6411.See file dsdata.txt to determine how the superseded data were derived.
 AW6411
 AW6411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8941276514(NAD 83)
 AW6411_MARKER: 62 = FLAGPOLE
 AW6411
 AW6411  HISTORY     - Date     Condition        Report By
 AW6411  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6411  HISTORY     - 1968     GOOD             CGS
 AW6411  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 AW6411
 AW6411                          STATION DESCRIPTION
 AW6411
 AW6411'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6411'THE STATION IS LOCATED 100 YARDS EAST OF THE MAIN GATE OF
 AW6411'ELLINGTON AIR FORCE BASE.  IT IS AN IRON POLE WITH A RED
 AW6411'LIGHT ON TOP AND HAS AN OVERALL HEIGHT OF 80 FEET.
 AW6411'
 AW6411'THE POINT OBSERVED WAS THE LIGHT ON TOP OF POLE.
 AW6411
 AW6411                          STATION RECOVERY (1968)
 AW6411
 AW6411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6411'THE STATION WAS RECOVERED IN GOOD CONDITION AS AS DESCRIBED
 AW6411'IN THE 1952 DESCRIPTION BY R.L.E. WITH THE FOLLOWING EXCEPTIONS.
 AW6411'THE LIGHT ATOP THE FLAG POLE HAS BEEN REMOVED AND THE STATION
 AW6411'NAME WAS ABBREVIATED TO CONFORM WITH THE MEMORANDUM ON
 AW6411'INTERSECTION STATION NAMES.
 AW6411'
 AW6411'THE POINT INTERSECTED THIS DATE WAS THE BALL ATOP THE FLAG
 AW6411'POLE.
 AW6411
 AW6411                          STATION RECOVERY (1994)
 AW6411
 AW6411'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6412 ***********************************************************************
 AW6412  DESIGNATION -  ELLINGTON FIELD AIRWAY BEACON
 AW6412  PID         -  AW6412
 AW6412  STATE/COUNTY-  TX/HARRIS
 AW6412  USGS QUAD   -  FRIENDSWOOD (1995)
 AW6412
 AW6412                         *CURRENT SURVEY CONTROL
 AW6412  ___________________________________________________________________
 AW6412* NAD 83(1993)-  29 36 13.42422(N)    095 10 42.75502(W)     ADJUSTED  
 AW6412* NAVD 88     -                                                        
 AW6412  ___________________________________________________________________
 AW6412  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6412  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW6412
 AW6412  HORZ ORDER  -  THIRD
 AW6412
 AW6412.The horizontal coordinates were established by classical geodetic methods
 AW6412.and adjusted by the National Geodetic Survey in February 1996..
 AW6412
 AW6412
 AW6412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6412
 AW6412.The geoid height was determined by GEOID03.
 AW6412
 AW6412;                    North         East     Units Scale Factor Converg.
 AW6412;SPC TXSC     - 4,202,253.750   970,061.830   MT  0.99987421   +1 52 19.8
 AW6412;SPC TXSC     -13,786,894.18  3,182,611.19   sFT  0.99987421   +1 52 19.8
 AW6412;UTM  15      - 3,276,858.592   289,028.590   MT  1.00014921   -1 04 35.7
 AW6412
 AW6412                          SUPERSEDED SURVEY CONTROL
 AW6412
 AW6412  NAD 83(1986)-  29 36 13.43982(N)    095 10 42.73535(W) AD(       ) 4
 AW6412  NAD 27      -  29 36 12.60621(N)    095 10 41.97572(W) AD(       ) 3
 AW6412
 AW6412.Superseded values are not recommended for survey control.
 AW6412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6412.See file dsdata.txt to determine how the superseded data were derived.
 AW6412
 AW6412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8902976859(NAD 83)
 AW6412_MARKER: 22 = AIRWAY BEACON
 AW6412
 AW6412  HISTORY     - Date     Condition        Report By
 AW6412  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6412  HISTORY     - 1952     GOOD             CGS
 AW6412  HISTORY     - 1968     GOOD             CGS
 AW6412  HISTORY     - 1978     GOOD             NGS
 AW6412  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 AW6412
 AW6412                          STATION DESCRIPTION
 AW6412
 AW6412'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6412'THIS INTERSECTION STATION IS ABOUT 18 MILES SE OF HOUSTON,
 AW6412'175 FEET E OF U.S. HIGHWAY 75, AND IN THE NW CORNER OF THE
 AW6412'LANDING FIELD.  IT IS A STANDARD TYPE AIRWAY BEACON MOUNTED
 AW6412'ON A 70-FOOT TOWER WHICH IS PAINTED BLACK AND YELLOW.  THE
 AW6412'POINT LOCATED WAS THE CENTER OF THE REVOLVING LIGHT.
 AW6412
 AW6412                          STATION RECOVERY (1952)
 AW6412
 AW6412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6412'THE STATION IS LOCATED 0.5 MILE NORTH OF THE MAIN GATE OF
 AW6412'ELLINGTON AIR FORCE BASE AND 200 FEET EAST OF U.S. HIGHWAY
 AW6412'75.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A REVOLVING
 AW6412'LIGHT AND HAS AN OVERALL HEIGHT OF 65 FEET.
 AW6412'
 AW6412'THE POINT OBSERVED WAS THE REVOLVING LIGHT.
 AW6412
 AW6412                          STATION RECOVERY (1968)
 AW6412
 AW6412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6412'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION
 AW6412'THAT U.S. HIGHWAY 75 MENTIONED IN THE 1952 RECOVERY NOTE
 AW6412'BY R.L.E. IS NOW STATE HIGHWAY 3.
 AW6412'
 AW6412'THE NAME WAS CHANGED THIS DATE.  THE PREVIOUS RECORDS CARRY
 AW6412'THE NAME AS--ELLINGTON AIR FORCE BASE BEACON.
 AW6412
 AW6412                          STATION RECOVERY (1978)
 AW6412
 AW6412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (EEE)
 AW6412'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW6412'
 AW6412'QUAD 290951 STA 1181
 AW6412'
 AW6412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES
 AW6412'SOUTHEAST OF HOUSTON.
 AW6412
 AW6412                          STATION RECOVERY (1994)
 AW6412
 AW6412'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0935 ***********************************************************************
 GK0935  DESIGNATION -  ELLIOT
 GK0935  PID         -  GK0935
 GK0935  STATE/COUNTY-  TX/SHERMAN
 GK0935  USGS QUAD   -  STEVENS (1965)
 GK0935
 GK0935                         *CURRENT SURVEY CONTROL
 GK0935  ___________________________________________________________________
 GK0935* NAD 83(1993)-  36 27 30.70169(N)    101 54 05.02503(W)     ADJUSTED  
 GK0935* NAVD 88     -      1070.2    (meters)    3511.     (feet)  VERTCON   
 GK0935  ___________________________________________________________________
 GK0935  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GK0935  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 GK0935
 GK0935  HORZ ORDER  -  FIRST
 GK0935
 GK0935.The horizontal coordinates were established by classical geodetic methods
 GK0935.and adjusted by the National Geodetic Survey in February 1996..
 GK0935
 GK0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0935
 GK0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0935
 GK0935.The geoid height was determined by GEOID03.
 GK0935
 GK0935;                    North         East     Units Scale Factor Converg.
 GK0935;SPC TX N     - 1,272,832.008   164,016.708   MT  1.00007581   -0 13 57.4
 GK0935;SPC TX N     - 4,175,949.68    538,111.48   sFT  1.00007581   -0 13 57.4
 GK0935;SPC OK N     -   168,855.092   250,392.050   MT  0.99995827   -2 18 08.6
 GK0935;SPC OK N     -   553,985.41    821,494.58   sFT  0.99995827   -2 18 08.6
 GK0935;UTM  14      - 4,038,721.847   239,993.309   MT  1.00043300   -1 43 30.3
 GK0935
 GK0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0935!SPC TX N     -   0.99983610  x   1.00007581  =   0.99991189
 GK0935!SPC OK N     -   0.99983610  x   0.99995827  =   0.99979437
 GK0935!UTM  14      -   0.99983610  x   1.00043300  =   1.00026903
 GK0935
 GK0935|---------------------------------------------------------------------|
 GK0935| PID    Reference Object                     Distance      Geod. Az  |
 GK0935|                                                           dddmmss.s |
 GK0935| CM8037 ELLIOT RM 1                          56.869 METERS 02342     |
 GK0935| GK0946 TEXHOMA CIMARRON UTIL CO TANK       APPROX.11.7 KM 0644658.1 |
 GK0935| GK0925 TEXHOMA WHEAT GROWERS ELEV          APPROX.11.0 KM 0654610.2 |
 GK0935| GK0933 STEVENS RR SIDING GRAIN ELEV        APPROX. 5.0 KM 2072023.0 |
 GK0935| GL1341 STRATFORD SW PUB SER CO TANK        APPROX.20.6 KM 2275915.3 |
 GK0935| CM8036 ELLIOT RM 2 AZIMUTH                  35.582 METERS 27014     |
 GK0935| CM8038 ELLIOT RM 2                                        27029     |
 GK0935|---------------------------------------------------------------------|
 GK0935
 GK0935                          SUPERSEDED SURVEY CONTROL
 GK0935
 GK0935  NAD 83(1993)-  36 27 30.70161(N)    101 54 05.02501(W) AD(       ) 1
 GK0935  NAD 83(1986)-  36 27 30.71257(N)    101 54 05.01196(W) AD(       ) 1
 GK0935  NAD 27      -  36 27 30.61300(N)    101 54 03.41500(W) AD(       ) 1
 GK0935  NGVD 29 (07/19/86) 1069.7    (m)         3510.     (f) VERT ANG       
 GK0935
 GK0935.Superseded values are not recommended for survey control.
 GK0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0935.See file dsdata.txt to determine how the superseded data were derived.
 GK0935
 GK0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF3999338722(NAD 83)
 GK0935_MARKER: DS = TRIANGULATION STATION DISK
 GK0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0935
 GK0935  HISTORY     - Date     Condition        Report By
 GK0935  HISTORY     - 1931     MONUMENTED       CGS
 GK0935  HISTORY     - 1934     GOOD             CGS
 GK0935  HISTORY     - 1935     GOOD             CGS
 GK0935  HISTORY     - 1962     GOOD             CGS
 GK0935  HISTORY     - 1987     GOOD             LOCSUR
 GK0935
 GK0935                          STATION DESCRIPTION
 GK0935
 GK0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0935'STATION IS ABOUT 13 MILES NE OF STRATFORD, 3 MILES NNE OF STEVENS,
 GK0935'3 MILES S OF THE TEXAS-OKLAHOMA STATE BOUNDARY, ON LAND BELONGING
 GK0935'TO EZRA ELLIOT OF PRATT, KANSAS, AND IN AN E-W FENCE LINE, 22.33
 GK0935'METERS (73.3 FEET) W OF THE CORNER.
 GK0935'
 GK0935'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK0935'DISKS SET IN CONCRETE POSTS.
 GK0935'
 GK0935'REFERENCE MARK NO. 1 IS IN FENCE CORNER, 56.87 METERS (186.6
 GK0935'FEET) FROM STATION.
 GK0935'
 GK0935'REFERENCE MARK NO. 2 IS 1 FOOT W OF FENCE LINE, AND 0.3 MILE
 GK0935'(SPEEDOMETER) FROM STATION.
 GK0935'
 GK0935'OTHER BEARINGS FROM STATION ARE--TEXHOMA, CIMARRON UTILITIES
 GK0935'COMPANY, WATER TANK, FINIAL, N 64 DEG 47 MIN E.  STRATFORD,
 GK0935'WEST TEXAS UTILITIES COMPANY, WATER TANK, FINIAL, S 47 DEG 59 MIN W.
 GK0935'
 GK0935'TO REACH STATION FROM TEXHOMA, OKLAHOMA, GO W FROM THE ROCK
 GK0935'ISLAND DEPOT 6.0 MILES ALONG ROAD WHICH FOLLOWS THE BOUNDARY,
 GK0935'TURN S ONTO DIRT ROAD WITH ONE-WIRE PHONE LINE ALONG IT AND GO
 GK0935'2.0 MILES TO RANCH HOUSE AT END OF PHONE LINE, PASS THROUGH
 GK0935'GATE AND CONTINUE S 1.0 MILE TO SECTION LINE FENCE AND STATION.
 GK0935'STATION CAN ALSO BE REACHED FROM U.S. HIGHWAY 54 BY GOING
 GK0935'THROUGH RED IRON PIPE AND WIRE GATE AND ACROSS RAILROAD TRACKS
 GK0935'1.8 MILES NE OF STEVENS, THEN N ALONG THE E SIDE OF SECTION
 GK0935'LINE FENCE 0.8 MILE, CROSS OVER AND GO 1.0 MILE N ALONG W SIDE
 GK0935'OF FENCE TO STATION.
 GK0935
 GK0935                          STATION RECOVERY (1934)
 GK0935
 GK0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GK0935'THE STATION WAS OCCUPIED BY A LIGHTKEEPER BUT NOT BY AN OBSERVING
 GK0935'UNIT AND FOUND TO BE IN GOOD CONDITION.
 GK0935
 GK0935                          STATION RECOVERY (1935)
 GK0935
 GK0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GK0935'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 GK0935'
 GK0935'STATION IS 13 MILES (AIR LINE) NE OF STRATFORD, TEXAS, AND 8
 GK0935'MILES (AIR LINE) WSW OF TEXHOMA, OKLAHOMA.  IT IS LOCATED IN AN
 GK0935'E-W FENCE LINE, 1 MILE E OF A N-S GRADED ROAD, 73 FEET W OF A
 GK0935'T-FENCE INTERSECTION, 187 FEET SW OF A LONE NW FENCE CORNER.
 GK0935'THE STATION MARK IS SET IN A BLOCK OF CONCRETE 18 INCHES SQUARE
 GK0935'AND PROJECTS 12 INCHES.  THE MARK IS STAMPED ELLIOT 1931.
 GK0935'
 GK0935'REFERENCE MARK NO. 1 IS NE OF THE STATION, 2 FEET SE OF A NW
 GK0935'FENCE CORNER POST.  THE MARK IS SET IN A BLOCK OF CONCRETE 18
 GK0935'INCHES SQUARE PROJECTING 12 INCHES, AND STAMPED ELLIOT 1931.
 GK0935'
 GK0935'REFERENCE MARK NO. 2, A NEW MARK, IS A STANDARD BRONZE DISK
 GK0935'SET IN CONCRETE AND STAMPED ELLIOT 1935.  IT IS W OF THE STATION
 GK0935'AND 1 FOOT N OF AN E-W FENCE.
 GK0935'
 GK0935'AZIMUTH MARK IS S OF THE STATION, 1 FOOT W OF A N-S FENCE AND
 GK0935'IS STAMPED R.M. NO. 2 ELLIOT 1931.  THE MARK IS SET IN AN 18-INCH
 GK0935'SQUARE OF CONCRETE THAT PROJECTS 8 INCHES.
 GK0935'
 GK0935'STATION IS REACHED FROM STEVENS, TEXAS, A SMALL TOWN 10 MILES
 GK0935'NE OF STRATFORD ON U.S. HIGHWAY 54, BY DRIVING NE ON U.S.
 GK0935'HIGHWAY 54 FOR 0.5 MILE TO A N-S GRADED ROAD INTERSECTION.  LEAVE
 GK0935'THE HIGHWAY, TURN N ON THE GRADED ROAD, CROSS THE RAILROAD TRACKS
 GK0935'AND GO N 2.4 MILES TO A GATE ON THE E SIDE OF THE ROAD AND A
 GK0935'CATTLE GUARD ON THE W SIDE.  LEAVE THE GRADED ROAD, TURN E
 GK0935'THROUGH THE WIRE GATE AND FOLLOW A TRACK ROAD E FOR 1.0 MILE
 GK0935'TO A FENCE T-INTERSECTION AND STATION.
 GK0935'
 GK0935'A 30-FOOT STAND WILL CLEAR ALL LINES.
 GK0935
 GK0935                          STATION RECOVERY (1962)
 GK0935
 GK0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RAG)
 GK0935'R.M. 2 WAS FOUND DISTURBED.
 GK0935'
 GK0935'THE AZIMUTH MARK WAS APPARENTLY STRUCK BY A PIECE OF FARM
 GK0935'MACHINERY.
 GK0935'
 GK0935'THE CONCRETE MONUMENT WITH THE CAP INTACT IS LEANING SLIGHTLY
 GK0935'AND IS STILL IN PLACE.
 GK0935
 GK0935                          STATION RECOVERY (1987)
 GK0935
 GK0935'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (TE)
 GK0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1409 ***********************************************************************
 BY1409  DESIGNATION -  ELLIOTT
 BY1409  PID         -  BY1409
 BY1409  STATE/COUNTY-  TX/TRINITY
 BY1409  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1409
 BY1409                         *CURRENT SURVEY CONTROL
 BY1409  ___________________________________________________________________
 BY1409* NAD 83(1993)-  31 02 04.32201(N)    095 25 12.00264(W)     ADJUSTED  
 BY1409* NAVD 88     -        79.46   (+/-2cm)     260.7    (feet)  VERTCON   
 BY1409  ___________________________________________________________________
 BY1409  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 BY1409  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1409
 BY1409  HORZ ORDER  -  FIRST
 BY1409  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1409
 BY1409.The horizontal coordinates were established by classical geodetic methods
 BY1409.and adjusted by the National Geodetic Survey in February 1996..
 BY1409
 BY1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1409.The vertical order pertains to the NGVD 29 superseded value.
 BY1409
 BY1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1409
 BY1409.The geoid height was determined by GEOID03.
 BY1409
 BY1409;                    North         East     Units Scale Factor Converg.
 BY1409;SPC TX C     - 3,161,991.116 1,168,867.143   MT  0.99988191   +2 31 50.4
 BY1409;SPC TX C     -10,373,965.85  3,834,858.28   sFT  0.99988191   +2 31 50.4
 BY1409;UTM  15      - 3,435,944.916   269,022.953   MT  1.00025813   -1 14 53.5
 BY1409
 BY1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1409!SPC TX C     -   0.99999179  x   0.99988191  =   0.99987370
 BY1409!UTM  15      -   0.99999179  x   1.00025813  =   1.00024991
 BY1409
 BY1409|---------------------------------------------------------------------|
 BY1409| PID    Reference Object                     Distance      Geod. Az  |
 BY1409|                                                           dddmmss.s |
 BY1409| BY1410 ELLIOTT RM 1                         27.868 METERS 02354     |
 BY1409| BY1411 ELLIOTT RM 2                         25.709 METERS 12145     |
 BY1409| BL2181 TRINITY MUN TANK E OF TWO           APPROX.10.9 KM 1560730.1 |
 BY1409| BL2180 TRINITY MUN TANK W OF TWO           APPROX.10.9 KM 1561115.7 |
 BY1409| BY1412 ELLIOTT AZ MK                                      2112612.8 |
 BY1409| BY2754 PINEY WOODS TEX FOREST S LOT        APPROX. 4.5 KM 2644402.7 |
 BY1409| BY2755 LOVELADY MUNICIPAL TANK             APPROX.10.5 KM 3465520.4 |
 BY1409|---------------------------------------------------------------------|
 BY1409
 BY1409                          SUPERSEDED SURVEY CONTROL
 BY1409
 BY1409  NAD 83(1986)-  31 02 04.33224(N)    095 25 11.98797(W) AD(       ) 1
 BY1409  NAD 27      -  31 02 03.67100(N)    095 25 11.19400(W) AD(       ) 1
 BY1409  NGVD 29 (??/??/92)   79.466  (m)          260.71   (f) ADJ UNCH    1 2
 BY1409
 BY1409.Superseded values are not recommended for survey control.
 BY1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1409.See file dsdata.txt to determine how the superseded data were derived.
 BY1409
 BY1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ6902335945(NAD 83)
 BY1409_MARKER: DS = TRIANGULATION STATION DISK
 BY1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1409_STAMPING: ELLIOTT 1942
 BY1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1409+STABILITY: SURFACE MOTION
 BY1409
 BY1409  HISTORY     - Date     Condition        Report By
 BY1409  HISTORY     - 1942     MONUMENTED       CGS
 BY1409  HISTORY     - 1943     GOOD             CGS
 BY1409  HISTORY     - 1960     GOOD             NGS
 BY1409  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1409
 BY1409                          STATION DESCRIPTION
 BY1409
 BY1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY1409'STATION IS ABOUT 6.8 MILES S OF LOVELADY, ON THE E SIDE OF
 BY1409'STATE HIGHWAY 45, ON A LOW HILL ON LAND OWNED BY C. ELLIOTT,
 BY1409'0.1 MILE E OF THE CENTER LINE OF THE HIGHWAY, 39 FEET N OF
 BY1409'AN E-AND-W FENCE LINE, 31.6 FEET W OF A 12-INCH PINE TREE,
 BY1409'25 FEET NE OF A 12-INCH PINE TREE AND 5.8 FEET N OF A WHITE
 BY1409'REFERENCE POST.  IT IS STAMPED ELLIOT 1942 AND PROJECTS ABOUT
 BY1409'6 INCHES.
 BY1409'
 BY1409'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY1409'BRONZE DISKS SET IN CONCRETE.
 BY1409'
 BY1409'REFERENCE MARK NO. 1 IS NE OF THE STATION, 16 FEET SE OF A
 BY1409'4-INCH PINE TREE.  IT IS STAMPED ELLIOTT NO. 1 1942 AND PROJECTS
 BY1409'ABOUT 6 INCHES.
 BY1409'
 BY1409'REFERENCE MARK NO. 2 IS SE OF THE STATION, 15 FEET S OF A
 BY1409'10-INCH PINE TREE AND 1 FOOT N OF A FENCE.  IT IS STAMPED
 BY1409'ELLIOTT NO. 2 1942 AND PROJECTS ABOUT 6 INCHES.
 BY1409'
 BY1409'THE AZIMUTH MARK IS SW OF THE STATION, 48.5 FEET W OF THE
 BY1409'CENTER LINE OF STATE HIGHWAY 45, 30 FEET E OF A 14-INCH HICKORY
 BY1409'TREE, 3.6 FEET S OF A WHITE REFERENCE POST AND 1 FOOT E OF
 BY1409'A FENCE.  IT IS STAMPED ELLIOTT 1942 AND PROJECTS ABOUT 8 INCHES.
 BY1409'
 BY1409'TO REACH THE STATION FROM THE DEPOT IN LOVELADY, GO S ON STATE
 BY1409'HIGHWAY 45 FOR 6.8 MILES TO A DIM WOODS ROAD AND GATE ON THE
 BY1409'LEFT, E SIDE OF THE HIGHWAY, TURN LEFT THROUGH GATE AND FOLLOW
 BY1409'ALONG N SIDE OF AN E-AND-W FENCE LINE 0.1 MILE TO STATION NEAR
 BY1409'FENCE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO W TO
 BY1409'HIGHWAY AND GO S 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BY1409'
 BY1409'A 90-FOOT SIGNAL AT ELKINS IS VISIBLE AT 50 FEET.
 BY1409'
 BY1409'A 90-FOOT SIGNAL AT PENN IS VISIBLE AT 90 FEET.
 BY1409'
 BY1409'A 90-FOOT SIGNAL AT DALE IS VISIBLE AT 90 FEET.
 BY1409'
 BY1409'A 77-FOOT SIGNAL AT CHITA IS VISIBLE AT 90 FEET.
 BY1409'
 BY1409'A 100-FOOT SIGNAL AT ROBB IS VISIBLE AT 90 FEET.
 BY1409
 BY1409                          STATION RECOVERY (1943)
 BY1409
 BY1409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BY1409'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN
 BY1409'GOOD CONDITION.  ORIGINAL DESCRIPTION IS ACCURATE IN ALL DETAILS.
 BY1409'
 BY1409'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BY1409
 BY1409                          STATION RECOVERY (1960)
 BY1409
 BY1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY1409'8.15 MI SW FROM LOVELADY.
 BY1409'ABOUT 4.8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1409'STATION AT LOVELADY, THENCE 1.1 MILES WEST ALONG A GRADED DIRT ROAD,
 BY1409'THENCE 2.15 MILES SOUTH ALONG STATE HIGHWAY 45, THENCE 0.1 MILE EAST
 BY1409'ALONG A DIM PRIVATE ROAD, OR ABOUT 6.55 MILES SOUTH ALONG STATE
 BY1409'HIGHWAY 45 FROM THE MISSOURI PACIFIC RAILROAD STATION AT LOVELADY,
 BY1409'THENCE 0.1 MILE EAST ALONG A DIM PRIVATE ROAD, 39 FEET SOUTHEAST OF
 BY1409'THE CENTER LINE OF THE PRIVATE ROAD, 91.8 FEET SOUTH-SOUTHWEST AND
 BY1409'ACROSS THE ROAD FROM ELLIOTT R.M. 1, 84.3 FEET NORTHWEST OF ELLIOTT
 BY1409'R.M. 2, ABOUT 50 YARDS SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 BY1409'ABANDONED HOUSE, 6 1/2 FEET EAST OF AN 8-INCH PINE TREE, ABOUT LEVEL
 BY1409'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BY1409
 BY1409                          STATION RECOVERY (1979)
 BY1409
 BY1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0930 ***********************************************************************
 EM0930  DESIGNATION -  ELLIOTT
 EM0930  PID         -  EM0930
 EM0930  STATE/COUNTY-  TX/WILBARGER
 EM0930  USGS QUAD   -  DAVIDSON (1985)
 EM0930
 EM0930                         *CURRENT SURVEY CONTROL
 EM0930  ___________________________________________________________________
 EM0930* NAD 83(1993)-  34 09 10.92846(N)    099 06 24.66801(W)     ADJUSTED  
 EM0930* NAVD 88     -       380.     (meters)    1247.     (feet)  SCALED    
 EM0930  ___________________________________________________________________
 EM0930  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 EM0930  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 EM0930
 EM0930  HORZ ORDER  -  THIRD
 EM0930
 EM0930.The horizontal coordinates were established by classical geodetic methods
 EM0930.and adjusted by the National Geodetic Survey in February 1996..
 EM0930
 EM0930.The orthometric height was scaled from a topographic map.
 EM0930
 EM0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0930
 EM0930.The geoid height was determined by GEOID03.
 EM0930
 EM0930;                    North         East     Units Scale Factor Converg.
 EM0930;SPC TXNC     - 2,275,894.464   544,033.930   MT  1.00005731   -0 19 51.5
 EM0930;SPC TXNC     - 7,466,830.42  1,784,884.65   sFT  1.00005731   -0 19 51.5
 EM0930;UTM  14      - 3,779,129.638   490,150.157   MT  0.99960120   -0 03 36.0
 EM0930
 EM0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0930!SPC TXNC     -   0.99994476  x   1.00005731  =   1.00000207
 EM0930!UTM  14      -   0.99994476  x   0.99960120  =   0.99954599
 EM0930
 EM0930|---------------------------------------------------------------------|
 EM0930| PID    Reference Object                     Distance      Geod. Az  |
 EM0930|                                                           dddmmss.s |
 EM0930| CX7158 ELLIOTT RM 1                         17.377 METERS 04924     |
 EM0930| EM0931 ELLIOTT 2                            26.906 METERS 22253     |
 EM0930| EM0939 OKLAUNION MUNICIPAL TANK            APPROX. 3.8 KM 2332843.9 |
 EM0930| CX7159 ELLIOTT RM 2                         17.454 METERS 24222     |
 EM0930| CX7157 ELLIOTT AZ MK                                      3410952.1 |
 EM0930|---------------------------------------------------------------------|
 EM0930
 EM0930                          SUPERSEDED SURVEY CONTROL
 EM0930
 EM0930  NAD 83(1993)-  34 09 10.92858(N)    099 06 24.66801(W) AD(       ) 3
 EM0930  NAD 83(1986)-  34 09 10.93482(N)    099 06 24.65746(W) AD(       ) 3
 EM0930  NAD 27      -  34 09 10.61919(N)    099 06 23.38828(W) AD(       ) 3
 EM0930
 EM0930.Superseded values are not recommended for survey control.
 EM0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0930.See file dsdata.txt to determine how the superseded data were derived.
 EM0930
 EM0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC9015079130(NAD 83)
 EM0930_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0930_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0930
 EM0930  HISTORY     - Date     Condition        Report By
 EM0930  HISTORY     - 1965     MONUMENTED       CGS
 EM0930
 EM0930                          STATION DESCRIPTION
 EM0930
 EM0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0930'THE STATION IS 10 MILES EAST OF VERNON, 2-1/2 MILES NORTHEAST
 EM0930'OF OKLAUNION, ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 183
 EM0930'AND 70.
 EM0930'
 EM0930'TO REACH THE STATION FROM THE POST OFFICE IN OKLAUNION,
 EM0930'GO EASTERLY ON HIGHWAY 183 FOR 0.05 MILE TO A FORK.  TAKE
 EM0930'THE LEFT FORK AND GO NORTHEAST ON HIGHWAY 183 FOR 0.25
 EM0930'MILE TO THE OVERPASS JUNCTION WITH U.S. HIGHWAY 283.  CONTINUE
 EM0930'NORTHEAST ON HIGHWAY 183 FOR 1.3 MILES TO THE JUNCTION OF
 EM0930'FARM ROAD 370 ON THE RIGHT.  CONTINUE NORTH-NORTHEAST
 EM0930'ON HIGHWAY 183 FOR 1.1 MILES TO A CROSSROAD AND THE
 EM0930'STATION ON THE LEFT, IN THE NORTH ANGLE.
 EM0930'
 EM0930'STATION MARK IS A STANDARD DISK STAMPED ELLIOTT 1965, SET
 EM0930'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 EM0930'4 INCHES.  IT IS 101 FEET SOUTHWEST OF THE CENTER OF A
 EM0930'CONCRETE CULVERT, 48 FEET NORTHWEST OF THE CENTERLINE
 EM0930'OF HIGHWAY 183, 33 FEET NORTHEAST OF THE CENTERLINE OF
 EM0930'A GRAVEL ROAD AND 5.4 FEET SOUTH OF A METAL
 EM0930'WITNESS POST.
 EM0930'
 EM0930'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELLIOTT
 EM0930'NO 1 1965, IS SET IN THE TOP OF A ROUND CONCRETE POST
 EM0930'WHICH PROJECTS 4 INCHES.  IT IS 92 FEET NORTHEAST OF THE
 EM0930'CENTERLINE OF THE GRAVEL ROAD, 44 FEET WEST OF THE
 EM0930'CULVERT AND 32 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 183.
 EM0930'
 EM0930'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED
 EM0930'ELLIOTT NO 2 1965, IS SET IN THE TOP OF A ROUND CONCRETE
 EM0930'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 EM0930'79 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 183, 25
 EM0930'FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD AND
 EM0930'4 FEET SOUTH OF A POWER POLE.
 EM0930'
 EM0930'AZIMUTH MARK IS A STANDARD DISK STAMPED ELLIOTT 1965, SET
 EM0930'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5
 EM0930'INCHES.  IT IS 44 FEET WEST-NORTHWEST OF THE NORTHWEST
 EM0930'CORNER OF A HOUSE, 26 FEET NORTHEAST OF THE CENTERLINE
 EM0930'OF THE GRAVEL ROAD, 2.5 FEET EAST-SOUTHEAST OF A POWER POLE
 EM0930'WITH A TRANSFORMER AND 2.0 FEET NORTHEAST OF A METAL
 EM0930'WITNESS POST.
 EM0930'
 EM0930'TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 EM0930'NORTH-NORTHWEST ON A GRAVEL ROAD FOR 0.25 MILE TO
 EM0930'THE MARK ON THE RIGHT.
 EM0930'
 EM0930'NOTE--AT THE REQUEST OF THE TEXAS STATE HIGHWAY
 EM0930'DEPARTMENT, REFERENCE MARK NO. 1 AND THE STATION SURFACE
 EM0930'MARK WERE DESTROYED.  ELLIOTT 2 WAS ESTABLISHED AS
 EM0930'THE NEW STATION.  SEE DESCRIPTION CARD FOR ELLIOTT 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1264 ***********************************************************************
 CR1264  DESIGNATION -  ELLIOTT
 CR1264  PID         -  CR1264
 CR1264  STATE/COUNTY-  TX/SMITH
 CR1264  USGS QUAD   -  BASCOM (1972)
 CR1264
 CR1264                         *CURRENT SURVEY CONTROL
 CR1264  ___________________________________________________________________
 CR1264* NAD 83(1993)-  32 18 02.88886(N)    095 09 14.11330(W)     ADJUSTED  
 CR1264* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 CR1264  ___________________________________________________________________
 CR1264  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CR1264  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR1264
 CR1264  HORZ ORDER  -  SECOND
 CR1264
 CR1264.The horizontal coordinates were established by classical geodetic methods
 CR1264.and adjusted by the National Geodetic Survey in February 1996..
 CR1264
 CR1264.The orthometric height was scaled from a topographic map.
 CR1264
 CR1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1264
 CR1264.The geoid height was determined by GEOID03.
 CR1264
 CR1264;                    North         East     Units Scale Factor Converg.
 CR1264;SPC TXNC     - 2,075,338.840   915,078.402   MT  0.99995783   +1 49 29.8
 CR1264;SPC TXNC     - 6,808,840.84  3,002,219.72   sFT  0.99995783   +1 49 29.8
 CR1264;UTM  15      - 3,575,815.746   297,197.075   MT  1.00010722   -1 09 04.9
 CR1264
 CR1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1264!SPC TXNC     -   0.99997730  x   0.99995783  =   0.99993513
 CR1264!UTM  15      -   0.99997730  x   1.00010722  =   1.00008452
 CR1264
 CR1264|---------------------------------------------------------------------|
 CR1264| PID    Reference Object                     Distance      Geod. Az  |
 CR1264|                                                           dddmmss.s |
 CR1264| CY1735 ELLIOTT RM 1                         17.855 METERS 09343     |
 CR1264| CY1734 ELLIOTT AZ MK                                      0963452.8 |
 CR1264| CR1268 ARP MUNICIPAL TANK                  APPROX.12.0 KM 1331332.6 |
 CR1264| CR1273 WHITEHOUSE MUNICIPAL TANK           APPROX.10.5 KM 2200820.0 |
 CR1264| CY1736 ELLIOTT RM 2                         15.452 METERS 32714     |
 CR1264|---------------------------------------------------------------------|
 CR1264
 CR1264                          SUPERSEDED SURVEY CONTROL
 CR1264
 CR1264  NAD 83(1986)-  32 18 02.89719(N)    095 09 14.09950(W) AD(       ) 2
 CR1264  NAD 27      -  32 18 02.35120(N)    095 09 13.30470(W) AD(       ) 2
 CR1264
 CR1264.Superseded values are not recommended for survey control.
 CR1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1264.See file dsdata.txt to determine how the superseded data were derived.
 CR1264
 CR1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR9719775816(NAD 83)
 CR1264_MARKER: DS = TRIANGULATION STATION DISK
 CR1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1264+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR1264
 CR1264  HISTORY     - Date     Condition        Report By
 CR1264  HISTORY     - 1958     MONUMENTED       CGS
 CR1264  HISTORY     - 19960420 GOOD             USPSQD
 CR1264  HISTORY     - 20040605 GOOD             USPSQD
 CR1264
 CR1264                          STATION DESCRIPTION
 CR1264
 CR1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1264'THE STATION IS LOCATED ON A HIGH PROMINENT TIMBERED HILL,
 CR1264'WHICH IS ABOUT 10 MILES SOUTHEAST OF TYLER AND 8 MILES NORTHWEST
 CR1264'OF ARP.  IT IS 45 FEET NORTH OF A 18-INCH TRIANGLE BLAZED
 CR1264'TREE AND IS PLACED IN THE CENTER OF A SMALL CLEARING.  THE
 CR1264'MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 CR1264'STAMPED ELLIOTT 1958.
 CR1264'
 CR1264'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST EDGE OF A SMALL
 CR1264'CLEARING AND ABOUT 2 FEET LOWER THAN THE STATION MARK.  THE
 CR1264'MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND
 CR1264'STAMPED ELLIOTT NO 1 1958.
 CR1264'
 CR1264'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTHWEST EDGE OF
 CR1264'A SMALL CLEARING AND ABOUT 1 FOOT LOWER THAN THE STATION
 CR1264'MARK.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 CR1264'GROUND AND STAMPED ELLIOTT NO 2 1958.
 CR1264'
 CR1264'AZIMUTH MARK IS 44 FEET NORTHEAST OF A OILED ROAD, 43 FEET
 CR1264'SOUTHEAST OF A DRIVEWAY AND 2 FEET WEST OF A FENCE CORNER
 CR1264'POST.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 CR1264'GROUND AND STAMPED ELLIOTT 1958.
 CR1264'
 CR1264'TO REACH FROM THE POST OFFICE IN ARP BY FOLLOWING STATE
 CR1264'HIGHWAY 135 NORTHEAST 1.2 MILES TO THE JUNCTION WITH STATE
 CR1264'HIGHWAY 64 JUST AFTER GOING UNDER THE OVERPASS, TURN RIGHT
 CR1264'(OVER THE OVERPASS) AND GO NORTHWESTLY FOR 7.1 MILES TO
 CR1264'WHERE THE OLD HIGHWAY FORKS TO THE RIGHT, TURN RIGHT ON
 CR1264'OLD HIGHWAY (PAVED) AND GO 0.7 MILE TO AZIMUTH MARK ON THE
 CR1264'RIGHT AS DESCRIBED, CONTINUE ON OLD HIGHWAY FOR 0.3 MILE
 CR1264'TO J.F. GARRISON MAIL BOX ON THE RIGHT AND WIRE GATE ON
 CR1264'THE LEFT, TURN LEFT THROUGH GATE, THEN LEFT AGAIN AND PICK
 CR1264'UP TRACK ROAD AND GO 0.1 MILE TO THE TOP OF HILL AND STATION
 CR1264'AS DESCRIBED.
 CR1264'
 CR1264'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 CR1264
 CR1264                          STATION RECOVERY (1996)
 CR1264
 CR1264'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1264'RECOVERED IN GOOD CONDITION.
 CR1264
 CR1264                          STATION RECOVERY (2004)
 CR1264
 CR1264'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0931 ***********************************************************************
 EM0931  DESIGNATION -  ELLIOTT 2
 EM0931  PID         -  EM0931
 EM0931  STATE/COUNTY-  TX/WILBARGER
 EM0931  USGS QUAD   -  DAVIDSON (1985)
 EM0931
 EM0931                         *CURRENT SURVEY CONTROL
 EM0931  ___________________________________________________________________
 EM0931* NAD 83(1993)-  34 09 10.28869(N)    099 06 25.38288(W)     ADJUSTED  
 EM0931* NAVD 88     -       380.     (meters)    1247.     (feet)  SCALED    
 EM0931  ___________________________________________________________________
 EM0931  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 EM0931  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 EM0931
 EM0931  HORZ ORDER  -  SECOND
 EM0931
 EM0931.The horizontal coordinates were established by classical geodetic methods
 EM0931.and adjusted by the National Geodetic Survey in February 1996..
 EM0931
 EM0931.The orthometric height was scaled from a topographic map.
 EM0931
 EM0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0931
 EM0931.The geoid height was determined by GEOID03.
 EM0931
 EM0931;                    North         East     Units Scale Factor Converg.
 EM0931;SPC TXNC     - 2,275,874.856   544,015.503   MT  1.00005725   -0 19 51.9
 EM0931;SPC TXNC     - 7,466,766.09  1,784,824.20   sFT  1.00005725   -0 19 51.9
 EM0931;UTM  14      - 3,779,109.953   490,131.831   MT  0.99960120   -0 03 36.4
 EM0931
 EM0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0931!SPC TXNC     -   0.99994476  x   1.00005725  =   1.00000201
 EM0931!UTM  14      -   0.99994476  x   0.99960120  =   0.99954599
 EM0931
 EM0931|---------------------------------------------------------------------|
 EM0931| PID    Reference Object                     Distance      Geod. Az  |
 EM0931|                                                           dddmmss.s |
 EM0931| CX7159 ELLIOTT RM 2                         11.960 METERS 01346     |
 EM0931| EM0930 ELLIOTT                              26.906 METERS 04253     |
 EM0931| CX7160 ELLIOTT 2 RM 3                       10.049 METERS 13842     |
 EM0931| EM0939 OKLAUNION MUNICIPAL TANK            APPROX. 3.8 KM 2333312.3 |
 EM0931| CX7157 ELLIOTT AZ MK                                      3444157.8 |
 EM0931|---------------------------------------------------------------------|
 EM0931
 EM0931                          SUPERSEDED SURVEY CONTROL
 EM0931
 EM0931  NAD 83(1993)-  34 09 10.28881(N)    099 06 25.38287(W) AD(       ) 2
 EM0931  NAD 83(1986)-  34 09 10.29503(N)    099 06 25.37235(W) AD(       ) 2
 EM0931  NAD 27      -  34 09 09.97941(N)    099 06 24.10314(W) AD(       ) 2
 EM0931
 EM0931.Superseded values are not recommended for survey control.
 EM0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0931.See file dsdata.txt to determine how the superseded data were derived.
 EM0931
 EM0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC9013279110(NAD 83)
 EM0931_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0931_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0931
 EM0931  HISTORY     - Date     Condition        Report By
 EM0931  HISTORY     - 1965     MONUMENTED       CGS
 EM0931
 EM0931                          STATION DESCRIPTION
 EM0931
 EM0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0931'THE STATION IS 10 MILES EAST OF VERNON, 2-1/2 MILES NORTHEAST
 EM0931'OF OKLAUNION, ABOUT 3 MILES SOUTH OF THE RED RIVER AND 60 FEET
 EM0931'WEST OF THE CENTERLINE OF U.S. HIGHWAY 183.
 EM0931'
 EM0931'TO REACH THE STATION FROM THE POST OFFICE IN OKLAUNION, GO
 EM0931'EASTERLY ON HIGHWAY 183 FOR 0.05 MILE TO A FORK.  TAKE THE LEFT
 EM0931'FORK AND GO NORTHEAST ON HIGHWAY 183 FOR 0.25 MILE TO THE OVERPASS
 EM0931'JUNCTION WITH U.S. HIGHWAY 283.  CONTINUE NORTHEAST ON HIGHWAY
 EM0931'183 FOR 1.3 MILES TO THE JUNCTION OF FARM ROAD 370 ON THE
 EM0931'RIGHT.  CONTINUE NORTHEAST ON HIGHWAY 183 FOR 1.1 MILES TO A
 EM0931'CROSSROAD AND THE STATION ON THE LEFT.
 EM0931'
 EM0931'STATION MARK IS A STANDARD DISK STAMPED ELLIOTT 2 1965, SET IN
 EM0931'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0931'PROJECTS 3 INCHES.  IT IS 59 FEET WEST OF THE CENTERLINE OF
 EM0931'HIGHWAY 183, 46 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD
 EM0931'AND 4.5 FEET NORTH OF A POWER POLE.
 EM0931'
 EM0931'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELLIOTT NO 2 1965,
 EM0931'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EM0931'THAT PROJECTS 1 INCH.  IT IS 79 FEET NORTHWEST OF THE CENTERLINE
 EM0931'OF HIGHWAY 183, 25 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVEL
 EM0931'ROAD AND 4 FEET SOUTH OF A POWER POLE.
 EM0931'
 EM0931'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ELLIOTT 2 NO 3 1965,
 EM0931'IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST HEADWALL OF
 EM0931'A CONCRETE CULVERT.  IT IS 26.5 FEET WEST OF THE CENTERLINE OF
 EM0931'HIGHWAY 183 AND 0.5 FOOT SOUTH OF THE NORTH END OF THE HEADWALL.
 EM0931'
 EM0931'AZIMUTH MARK IS A STANDARD DISK STAMPED ELLIOTT 1965, SET IN THE
 EM0931'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EM0931'5 INCHES.  IT IS 44 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 EM0931'OF A HOUSE, 26 FEET NORTHEAST OF THE CENTERLINE OF THE GRAVEL
 EM0931'ROAD, 2.5 FEET EAST-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER
 EM0931'AND 2.0 FEET NORTHEAST OF A METAL WITNESS POST.
 EM0931'
 EM0931'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWEST
 EM0931'ON THE GRAVEL ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 EM0931'
 EM0931'NOTE--AT THE REQUEST OF THE TEXAS STATE HIGHWAY DEPARTMENT,
 EM0931'REFERENCE MARK NO. 1 AND THE STATION SURFACE MARK AT ELLIOTT
 EM0931'1965 WERE DESTROYED.  ELLIOTT 2 WAS ESTABLISHED BECAUSE THE ABOVE
 EM0931'MENTIONED MARKS WERE LIKELY TO BE DESTROYED IN THE NEAR FUTURE
 EM0931'DUE TO HIGHWAY IMPROVEMENT.  THE ARROW ON REFERENCE MARK NO. 2
 EM0931'IS POINTED TOWARD ELLIOTT 1965 BUT WAS USED AS A REFERENCE MARK
 EM0931'FOR ELLIOTT 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1412 ***********************************************************************
 BY1412  DESIGNATION -  ELLIOTT AZ MK
 BY1412  PID         -  BY1412
 BY1412  STATE/COUNTY-  TX/TRINITY
 BY1412  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1412
 BY1412                         *CURRENT SURVEY CONTROL
 BY1412  ___________________________________________________________________
 BY1412* NAD 83(1986)-  31 01 51.     (N)    095 25 21.     (W)     SCALED    
 BY1412* NAVD 88     -        73.486  (meters)     241.10   (feet)  ADJUSTED  
 BY1412  ___________________________________________________________________
 BY1412  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1412  DYNAMIC HT  -          73.393 (meters)     240.79  (feet)  COMP
 BY1412  MODELED GRAV-     979,371.7   (mgal)                       NAVD 88
 BY1412
 BY1412  VERT ORDER  -  FIRST     CLASS II
 BY1412
 BY1412.The horizontal coordinates were scaled from a topographic map and have
 BY1412.an estimated accuracy of +/- 6 seconds.
 BY1412
 BY1412.The orthometric height was determined by differential leveling
 BY1412.and adjusted by the National Geodetic Survey in June 1991..
 BY1412
 BY1412.The geoid height was determined by GEOID03.
 BY1412
 BY1412.The dynamic height is computed by dividing the NAVD 88
 BY1412.geopotential number by the normal gravity value computed on the
 BY1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1412.degrees latitude (g = 980.6199 gals.).
 BY1412
 BY1412.The modeled gravity was interpolated from observed gravity values.
 BY1412
 BY1412;                    North         East    Units  Estimated Accuracy
 BY1412;SPC TX C     - 3,161,570.    1,168,650.      MT  (+/- 180 meters Scaled)
 BY1412
 BY1412                          SUPERSEDED SURVEY CONTROL
 BY1412
 BY1412  NGVD 29 (??/??/92)   73.482  (m)          241.08   (f) ADJ UNCH    1 2
 BY1412
 BY1412.Superseded values are not recommended for survey control.
 BY1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1412.See file dsdata.txt to determine how the superseded data were derived.
 BY1412
 BY1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ687355(NAD 83)
 BY1412_MARKER: DZ = AZIMUTH MARK DISK
 BY1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1412_STAMPING: ELLIOTT 1942
 BY1412_PROJECTION: PROJECTING 10 CENTIMETERS
 BY1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1412+STABILITY: SURFACE MOTION
 BY1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY1412+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 BY1412
 BY1412  HISTORY     - Date     Condition        Report By
 BY1412  HISTORY     - 1942     MONUMENTED       CGS
 BY1412  HISTORY     - 1960     GOOD             NGS
 BY1412  HISTORY     - 1979     GOOD             NGS
 BY1412  HISTORY     - 20060406 GOOD             USPSQD
 BY1412
 BY1412                          STATION DESCRIPTION
 BY1412
 BY1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1412'8.15 MI SW FROM LOVELADY.
 BY1412'ABOUT 4.8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1412'STATION AT LOVELADY, THENCE 1.1 MILES WEST ALONG A GRADED DIRT ROAD,
 BY1412'THENCE 2.4 MILES SOUTH ALONG STATE HIGHWAY 45, OR ABOUT 6.85 MILES
 BY1412'SOUTH ALONG STATE HIGHWAY 45 FROM THE MISSOURI PACIFIC RAILROAD
 BY1412'STATION AT LOVELADY, 0.25 MILE SOUTH OF A PRIVATE ROAD LEADING EAST,
 BY1412'0.15 MILE SOUTH OF THE SUMMIT OF A HILL, 52 FEET WEST OF THE CENTER
 BY1412'LINE OF THE HIGHWAY, 27 FEET EAST OF A 16-INCH OAK TREE, 1 FOOT EAST
 BY1412'OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 BY1412'ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 BY1412'PROJECTING 6 INCHES.
 BY1412
 BY1412                          STATION RECOVERY (1979)
 BY1412
 BY1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1412'10.5 KM. (6.5 MI.) SOUTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY1412'FARM ROAD 1280 IN LOVELADY, 0.4 KM. (0.25 MI.) SOUTH OF A PRIVATE DIRT
 BY1412'ROAD LEADING EAST, 15.8 M. (52.0 FT.) WEST OF THE CENTERLINE OF THE
 BY1412'HIGHWAY, 8.2 M. (27.0 FT.) EAST OF A 15-CM. OAK TREE, 0.3 M.
 BY1412'(1.0 FT.) EAST OF A FENCE.
 BY1412'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BY1412'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BY1412
 BY1412                          STATION RECOVERY (2006)
 BY1412
 BY1412'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BY1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1410 ***********************************************************************
 BY1410  DESIGNATION -  ELLIOTT RM 1
 BY1410  PID         -  BY1410
 BY1410  STATE/COUNTY-  TX/TRINITY
 BY1410  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1410
 BY1410                         *CURRENT SURVEY CONTROL
 BY1410  ___________________________________________________________________
 BY1410* NAD 83(1986)-  31 02 04.     (N)    095 25 12.     (W)     SCALED    
 BY1410* NAVD 88     -        79.67   (+/-2cm)     261.4    (feet)  VERTCON   
 BY1410  ___________________________________________________________________
 BY1410  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1410
 BY1410  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1410
 BY1410.The horizontal coordinates were scaled from a topographic map and have
 BY1410.an estimated accuracy of +/- 6 seconds.
 BY1410
 BY1410.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1410.The vertical order pertains to the NGVD 29 superseded value.
 BY1410
 BY1410.The geoid height was determined by GEOID03.
 BY1410
 BY1410;                    North         East    Units  Estimated Accuracy
 BY1410;SPC TX C     - 3,161,980.    1,168,870.      MT  (+/- 180 meters Scaled)
 BY1410
 BY1410                          SUPERSEDED SURVEY CONTROL
 BY1410
 BY1410  NGVD 29 (??/??/92)   79.672  (m)          261.39   (f) ADJ UNCH    1 2
 BY1410
 BY1410.Superseded values are not recommended for survey control.
 BY1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1410.See file dsdata.txt to determine how the superseded data were derived.
 BY1410
 BY1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ690359(NAD 83)
 BY1410_MARKER: DR = REFERENCE MARK DISK
 BY1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1410_STAMPING: ELLIOTT NO 1 1942
 BY1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1410+STABILITY: SURFACE MOTION
 BY1410
 BY1410  HISTORY     - Date     Condition        Report By
 BY1410  HISTORY     - 1942     MONUMENTED       CGS
 BY1410  HISTORY     - 1960     GOOD             NGS
 BY1410  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1410
 BY1410                          STATION DESCRIPTION
 BY1410
 BY1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1410'8.15 MI SW FROM LOVELADY.
 BY1410'ABOUT 4.8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1410'STATION AT LOVELADY, THENCE 1.1 MILES WEST ALONG A GRADED DIRT ROAD,
 BY1410'THENCE 2.15 MILES SOUTH ALONG STATE HIGHWAY 45, THENCE 0.1 MILE EAST
 BY1410'ALONG A DIM PRIVATE ROAD, OR ABOUT 6.55 MILES SOUTH ALONG STATE
 BY1410'HIGHWAY 45 FROM THE MISSOURI PACIFIC RAILROAD STATION AT LOVELADY,
 BY1410'THENCE 0.1 MILE EAST ALONG A DIM PRIVATE ROAD, ON THE CREST OF A TREE
 BY1410'COVERED HILL, 91.8 FEET NORTH-NORTHEAST OF TRIANGULATION STATION
 BY1410'ELLIOTT, ABOUT 23 YARDS SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 BY1410'ABANDONED HOUSE, 8 1/2 FEET NORTHWEST OF THE CENTER LINE AND IN THE
 BY1410'NORTHWEST EDGE OF THE PRIVATE ROAD, ABOUT 4 INCHES ABOVE THE LEVEL OF
 BY1410'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES. NOTE--
 BY1410'THIS MARK HAS BEEN HIT BY SOME TYPE OF MACHINERY AND HAS BEEN MOVED TO
 BY1410'THE NORTH.
 BY1410
 BY1410                          STATION RECOVERY (1979)
 BY1410
 BY1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1411 ***********************************************************************
 BY1411  DESIGNATION -  ELLIOTT RM 2
 BY1411  PID         -  BY1411
 BY1411  STATE/COUNTY-  TX/TRINITY
 BY1411  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1411
 BY1411                         *CURRENT SURVEY CONTROL
 BY1411  ___________________________________________________________________
 BY1411* NAD 83(1986)-  31 02 04.     (N)    095 25 12.     (W)     SCALED    
 BY1411* NAVD 88     -        79.01   (+/-2cm)     259.2    (feet)  VERTCON   
 BY1411  ___________________________________________________________________
 BY1411  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1411
 BY1411  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1411
 BY1411.The horizontal coordinates were scaled from a topographic map and have
 BY1411.an estimated accuracy of +/- 6 seconds.
 BY1411
 BY1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1411.The vertical order pertains to the NGVD 29 superseded value.
 BY1411
 BY1411.The geoid height was determined by GEOID03.
 BY1411
 BY1411;                    North         East    Units  Estimated Accuracy
 BY1411;SPC TX C     - 3,161,980.    1,168,870.      MT  (+/- 180 meters Scaled)
 BY1411
 BY1411                          SUPERSEDED SURVEY CONTROL
 BY1411
 BY1411  NGVD 29 (??/??/92)   79.013  (m)          259.23   (f) ADJ UNCH    1 2
 BY1411
 BY1411.Superseded values are not recommended for survey control.
 BY1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1411.See file dsdata.txt to determine how the superseded data were derived.
 BY1411
 BY1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ690359(NAD 83)
 BY1411_MARKER: DR = REFERENCE MARK DISK
 BY1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1411_STAMPING: ELLIOTT NO 2 1942
 BY1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1411+STABILITY: SURFACE MOTION
 BY1411
 BY1411  HISTORY     - Date     Condition        Report By
 BY1411  HISTORY     - 1942     MONUMENTED       CGS
 BY1411  HISTORY     - 1960     GOOD             NGS
 BY1411  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1411
 BY1411                          STATION DESCRIPTION
 BY1411
 BY1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1411'8.15 MI SW FROM LOVELADY.
 BY1411'ABOUT 4.8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1411'STATION AT LOVELADY, THENCE 1.1 MILES WEST ALONG A GRADED DIRT ROAD,
 BY1411'THENCE 2.15 MILES SOUTH ALONG STATE HIGHWAY 45, THENCE 0.1 MILE EAST
 BY1411'ALONG A DIM PRIVATE ROAD, OR ABOUT 6.55 MILES SOUTH ALONG STATE
 BY1411'HIGHWAY 45 FROM THE MISSOURI PACIFIC RAILROAD STATION AT LOVELADY,
 BY1411'THENCE 0.1 MILE EAST ALONG A DIM PRIVATE ROAD, ON THE CREST OF A TREE
 BY1411'COVERED HILL, 117 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 BY1411'PRIVATE ROAD, 84.3 FEET SOUTHEAST OF TRIANGULATION STATION ELLIOTT
 BY1411'1942, ABOUT 64 YARDS SOUTH OF THE SOUTHWEST CORNER OF AN ABANDONED
 BY1411'HOUSE, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND IN THE TOP OF A
 BY1411'CONCRETE POST PROJECTING 4 INCHES.
 BY1411
 BY1411                          STATION RECOVERY (1979)
 BY1411
 BY1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0600 ***********************************************************************
 AZ0600  DESIGNATION -  ELLIS
 AZ0600  PID         -  AZ0600
 AZ0600  STATE/COUNTY-  TX/EDWARDS
 AZ0600  USGS QUAD   -  TWOMILE DRAW (1974)
 AZ0600
 AZ0600                         *CURRENT SURVEY CONTROL
 AZ0600  ___________________________________________________________________
 AZ0600* NAD 83(1993)-  29 46 13.77022(N)    100 28 16.80966(W)     ADJUSTED  
 AZ0600* NAVD 88     -       692.     (meters)    2270.     (feet)  SCALED    
 AZ0600  ___________________________________________________________________
 AZ0600  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AZ0600  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 AZ0600
 AZ0600  HORZ ORDER  -  FIRST
 AZ0600
 AZ0600.The horizontal coordinates were established by classical geodetic methods
 AZ0600.and adjusted by the National Geodetic Survey in February 1996..
 AZ0600
 AZ0600.The orthometric height was scaled from a topographic map.
 AZ0600
 AZ0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0600
 AZ0600.The geoid height was determined by GEOID03.
 AZ0600
 AZ0600;                    North         East     Units Scale Factor Converg.
 AZ0600;SPC TXSC     - 4,215,585.154   457,729.850   MT  0.99989204   -0 43 15.0
 AZ0600;SPC TXSC     -13,830,632.29  1,501,735.35   sFT  0.99989204   -0 43 15.0
 AZ0600;UTM  14      - 3,294,261.374   357,759.667   MT  0.99984963   -0 43 50.5
 AZ0600
 AZ0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0600!SPC TXSC     -   0.99989483  x   0.99989204  =   0.99978688
 AZ0600!UTM  14      -   0.99989483  x   0.99984963  =   0.99974447
 AZ0600
 AZ0600:                Primary Azimuth Mark                     Grid Az
 AZ0600:SPC TXSC     -  ELLIS RM 3 AZIMUTH                       037 25 23.8
 AZ0600:UTM  14      -  ELLIS RM 3 AZIMUTH                       037 25 59.3
 AZ0600
 AZ0600|---------------------------------------------------------------------|
 AZ0600| PID    Reference Object                     Distance      Geod. Az  |
 AZ0600|                                                           dddmmss.s |
 AZ0600| CV3919 ELLIS RM 3 AZIMUTH                                 0364208.8 |
 AZ0600| CV3917 ELLIS RM 1                            8.995 METERS 05734     |
 AZ0600| CV3918 ELLIS RM 2                           10.271 METERS 29615     |
 AZ0600| AZ0653 WARDLAW                             APPROX.10.4 KM 3295750.2 |
 AZ0600|---------------------------------------------------------------------|
 AZ0600
 AZ0600                          SUPERSEDED SURVEY CONTROL
 AZ0600
 AZ0600  NAD 83(1986)-  29 46 13.76562(N)    100 28 16.79432(W) AD(       ) 1
 AZ0600  NAD 27      -  29 46 12.97600(N)    100 28 15.49600(W) AD(       ) 1
 AZ0600
 AZ0600.Superseded values are not recommended for survey control.
 AZ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0600.See file dsdata.txt to determine how the superseded data were derived.
 AZ0600
 AZ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT5776094261(NAD 83)
 AZ0600_MARKER: DD = SURVEY DISK
 AZ0600_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0600
 AZ0600  HISTORY     - Date     Condition        Report By
 AZ0600  HISTORY     - 1935     MONUMENTED       CGS
 AZ0600  HISTORY     - 1944     GOOD             CGS
 AZ0600  HISTORY     - 1971     GOOD             NGS
 AZ0600
 AZ0600                          STATION DESCRIPTION
 AZ0600
 AZ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0600'STATION IS ABOUT 3-1/2 MILES W OF THE ROCKSPRINGS-BRACKETTVILLE
 AZ0600'ROAD AND ABOUT 10 MILES N OF THE EDWARDS-KINNEY COUNTY LINE.
 AZ0600'STATION MARK IS CLOSE TO A ROCK PILE AND PROJECTS ABOUT 3
 AZ0600'INCHES.
 AZ0600'
 AZ0600'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 AZ0600'DRILL HOLE IN OUTCROPPING BEDROCK.
 AZ0600'
 AZ0600'REFERENCE MARK 1 PROJECTS 4 INCHES.
 AZ0600'
 AZ0600'REFERENCE MARK 2 PROJECTS ABOUT 2 INCHES.
 AZ0600'
 AZ0600'REFERENCE MARK 3 (AZIMUTH MARK IS REACHED BY GOING 0.4 MILE
 AZ0600'N BY E ACROSS COUNTRY TO MARK ON SMALL HILL.
 AZ0600'
 AZ0600'TO REACH FROM THE POST OFFICE IN ROCKSPRINGS, GO W ON STATE
 AZ0600'HIGHWAY 41 FOR 3.35 MILES, TAKE LEFT FORK ONTO BRACKETTVILLE
 AZ0600'ROAD, GO 9.3 MILES, PASS THROUGH BUMPER GATE, GO 1.15 MILES,
 AZ0600'PASS CATTLE GUARD, GO 1.1 MILES, PASS THROUGH BUMPER GATE, GO
 AZ0600'1.85 MILES, TAKE LEFT FORK, GO 0.5 MILE, PASS THROUGH BUMPER
 AZ0600'GATE, GO 1.4 MILES, PASS THROUGH BUMPER GATE, GO 0.75 MILE,
 AZ0600'PASS THROUGH BUMPER GATE, GO 0.9 MILE.  TAKE LEFT FORK, GO
 AZ0600'1.3 MILES, PASS THROUGH BUMPER GATE, GO 3.6 MILES, TURN RIGHT
 AZ0600'(W) AT SIGN CARTA VALLEY 22 MI., GO 0.05 MILE, PASS THROUGH
 AZ0600'GATE, GO 1.75 MILES, PASS THROUGH GATE, GO 0.9 MILE, PASS
 AZ0600'WINDMILL AND RESERVOIR ON LEFT, GO 1.95 MILES, OR 0.2 MILE
 AZ0600'BEYOND SHARP DIP IN ROAD, TURN RIGHT (N) ACROSS COUNTRY AND GO
 AZ0600'1.6 MILES TO STATION ON N END OF A FLAT-TOPPED HILL.  AT
 AZ0600'THE POINT OF LEAVING THE ROAD, THE STATION BEARS N. 3 DEG E.
 AZ0600'AND APPEARS TO BE ON A BARE HILL WITH BUT FEW TREES.
 AZ0600'
 AZ0600'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 AZ0600
 AZ0600                          STATION RECOVERY (1944)
 AZ0600
 AZ0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AZ0600'STATION IS LOCATED ABOUT 24 MILES, AIR LINE, SW OF ROCKSPRINGS
 AZ0600'AND 27 MILES, AIR LINE, W OF BARKSDALE.  IT IS ON THE HIGHEST
 AZ0600'POINT OF THE N END OF A BARE, ROCKY HILL, ON A ROCKY
 AZ0600'LEDGE THAT RISES 2 FEET ABOVE THE GENERAL ELEVATION OF THE
 AZ0600'HILL.
 AZ0600'
 AZ0600'STATION MARK IS STAMPED ELLIS 1935.
 AZ0600'
 AZ0600'THE THREE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 AZ0600'REFERENCE MARK 1 IS ENE OF THE STATION, REFERENCE MARK 2 IS NNW
 AZ0600'OF THE STATION, AND REFERENCE MARK 3 (AZIMUTH MARK) IS NE OF
 AZ0600'THE STATION.  ALL MARKS ARE BRONZE REFERENCE DISKS.
 AZ0600'
 AZ0600'TO REACH STATION FROM ROCKSPRINGS, GO W ON STATE HIGHWAY 41
 AZ0600'FROM THE JUNCTION WITH STATE HIGHWAYS 29 AND 55 IN THE E PART OF
 AZ0600'TOWN FOR 3.1 MILES.  TAKE LEFT FORK FOR 10.6 MILES.  PASS
 AZ0600'THROUGH A BUMPER GATE.  PASS THROUGH THIS GATE AND CONTINUE
 AZ0600'1.7 MILES TO ANOTHER GATE.  GO THROUGH THIS BUMPER GATE AND
 AZ0600'PROCEED 1.4 MILES TO FORK.  TAKE LEFT FORK 0.5 MILE, CROSS
 AZ0600'CATTLE GUARD AND CONTINUE 3.2 MILES.  HERE TAKE LEFT FORK,
 AZ0600'MAIN-TRAVELED ROAD, AND CONTINUE 4.9 MILES TO SIGN CARTA
 AZ0600'VALLEY.  TURN RIGHT FOR 0.1 MILE, PASS THROUGH GATE AND
 AZ0600'CONTINUE 2.6 MILES TO GATE JUST N OF WINDMILL AND RESERVOIR.
 AZ0600'PASS THROUGH GATE AND GO 2.0 MILES TO A POINT JUST
 AZ0600'ACROSS A SHARP DIP IN ROAD.  LEAVE TRUCK AND PACK CROSS
 AZ0600'COUNTRY, ABOUT 1.5 MILES TO TOP OF HILL AND STATION.
 AZ0600
 AZ0600                          STATION RECOVERY (1971)
 AZ0600
 AZ0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 AZ0600'THE STATION IS LOCATED SOUTHWEST 24 MILES AIRLINE DISTANCE
 AZ0600'FROM ROCKSPRINGS, TEXAS, EAST 12 MILES AIRLINE DISTANCE FROM
 AZ0600'CARTA VALLEY, TEXAS, AND 3.5 MILES WEST OF RANCH ROAD 674, ON
 AZ0600'HIGHEST POINT AT NORTH END OF A ROCKY TOP ON LAND LEASED BY
 AZ0600'MARVIN HUTTO.
 AZ0600'
 AZ0600'TO REACH FROM CARTA VALLEY, TEXAS, GO 3.9 MILES EAST ON U.S. HIGHWAY
 AZ0600'377 TO JUNCTION OF RANCH ROAD 2523 RIGHT (SOUTH), GO 6.4 MILES
 AZ0600'SOUTH ON RANCH ROAD 2523 TO PRIVATE DRIVE LEFT (NORTHEAST),
 AZ0600'PASS THRU BUMPER GATE AND GO 5.4 MILES NORTHEAST ON PRIVATE
 AZ0600'DRIVE TO ABANDONED RUCKER RANCH.  CONTINUE 2.2 MILES EAST ON
 AZ0600'TRACK ROAD TO ROAD LEFT (NORTH) JUST WEST OF PROPERTY FENCE,
 AZ0600'GO 0.6 MILES NORTH ON TRACK ROAD TO WINDMILL IN SADDLE.
 AZ0600'WITH 4-WHEEL DRIVE VEHICLE CONTINUE NORTH ACROSS COUNTRY,
 AZ0600'ACROSS DRAIN AND UP POINT OF RIDGE 0.8 MILES TO TOP OF RIDGE,
 AZ0600'THEN 0.3 MILES EAST ALONG TOP OF RIDGE TO STATION SITE.
 AZ0600'7 FEET EAST-SOUTHEAST OF A USC AND GS WITNESS SIGN
 AZ0600'MOUNTED ON A METAL POST.
 AZ0600'
 AZ0600'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 AZ0600'DISKS, SET IN OUTCROPPING BEDROCK.
 AZ0600'
 AZ0600'STATION MARK--DISK STAMPED ELLIS 1935.
 AZ0600'
 AZ0600'REFERENCE MARK NO. 1--DISK PROJECTING 0.3 FEET ABOVE GROUND,
 AZ0600'AND STAMPED ELLIS-NO. 1 1935.
 AZ0600'
 AZ0600'REFERENCE MARK NO. 2--DISK PROJECTING 0.2 FEET ABOVE GROUND,
 AZ0600'AND STAMPED ELLIS-NO. 2 1935.
 AZ0600'
 AZ0600'AZIMUTH MARK IS 0.4 MILES NORTHEAST ACROSS COUNTRY ON SMALL
 AZ0600'HILL SET IN OUTCROPPING BEDROCK AND STAMPED ELLIS NO. 3 1935.
 AZ0600'
 AZ0600'STATION WARDLAW USED 1941 IS VISIBLE FROM THE GROUND AT THIS
 AZ0600'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 AZ0600'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1132 ***********************************************************************
 CA1132  DESIGNATION -  ELLIS
 CA1132  PID         -  CA1132
 CA1132  STATE/COUNTY-  TX/MENARD
 CA1132  USGS QUAD   -  EDEN SE (1987)
 CA1132
 CA1132                         *CURRENT SURVEY CONTROL
 CA1132  ___________________________________________________________________
 CA1132* NAD 83(1993)-  31 01 33.51409(N)    099 47 48.93806(W)     ADJUSTED  
 CA1132* NAVD 88     -       687.0    (meters)    2254.     (feet)  VERTCON   
 CA1132  ___________________________________________________________________
 CA1132  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 CA1132  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CA1132
 CA1132  HORZ ORDER  -  FIRST
 CA1132
 CA1132.The horizontal coordinates were established by classical geodetic methods
 CA1132.and adjusted by the National Geodetic Survey in February 1996..
 CA1132
 CA1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1132
 CA1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1132
 CA1132.The geoid height was determined by GEOID03.
 CA1132
 CA1132;                    North         East     Units Scale Factor Converg.
 CA1132;SPC TX C     - 3,150,809.686   751,208.926   MT  0.99988184   +0 16 34.6
 CA1132;SPC TX C     -10,337,281.44  2,464,591.28   sFT  0.99988184   +0 16 34.6
 CA1132;UTM  14      - 3,432,753.399   423,939.968   MT  0.99967136   -0 24 38.8
 CA1132
 CA1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1132!SPC TX C     -   0.99989577  x   0.99988184  =   0.99977762
 CA1132!UTM  14      -   0.99989577  x   0.99967136  =   0.99956716
 CA1132
 CA1132:                Primary Azimuth Mark                     Grid Az
 CA1132:SPC TX C     -  WILHEM                                   098 41 15.9
 CA1132:UTM  14      -  WILHEM                                   099 22 29.3
 CA1132
 CA1132|---------------------------------------------------------------------|
 CA1132| PID    Reference Object                     Distance      Geod. Az  |
 CA1132|                                                           dddmmss.s |
 CA1132| CA1123 WILHEM                              APPROX.13.6 KM 0985750.5 |
 CA1132| BN0793 MENARD TV CABLE CORP MAST           APPROX.13.3 KM 1724107.0 |
 CA1132| CV3916 ELLIS AZ MK                                        1942724.9 |
 CA1132| CA1134 ELLIS 1935 RM 3 1967                 29.393 METERS 21030     |
 CA1132| CA1138 MENARD FISH WILDLIFE COMM MAST      APPROX.10.5 KM 2780140.3 |
 CA1132|---------------------------------------------------------------------|
 CA1132
 CA1132                          SUPERSEDED SURVEY CONTROL
 CA1132
 CA1132  NAD 83(1986)-  31 01 33.52139(N)    099 47 48.92368(W) AD(       ) 1
 CA1132  NAD 27      -  31 01 32.90892(N)    099 47 47.67025(W) AD(       ) 1
 CA1132  NGVD 29 (07/19/86)  686.9    (m)         2254.     (f) VERT ANG       
 CA1132
 CA1132.Superseded values are not recommended for survey control.
 CA1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1132.See file dsdata.txt to determine how the superseded data were derived.
 CA1132
 CA1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2394032753(NAD 83)
 CA1132_MARKER: DS = TRIANGULATION STATION DISK
 CA1132_SETTING: 66 = SET IN ROCK OUTCROP
 CA1132
 CA1132  HISTORY     - Date     Condition        Report By
 CA1132  HISTORY     - 1935     MONUMENTED       CGS
 CA1132  HISTORY     - 1939     GOOD             TSI
 CA1132  HISTORY     - 1943     GOOD             CGS
 CA1132  HISTORY     - 1967     GOOD             CGS
 CA1132  HISTORY     - 1971     GOOD             NGS
 CA1132
 CA1132                          STATION DESCRIPTION
 CA1132
 CA1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1132'STATION IS LOCATED ABOUT 8 MILES N OF MENARD ON LAND LEASED
 CA1132'BY MR. CY ELLIS WHO LIVES ABOUT 1/2 MILE SSE OF STATION, ON TOP
 CA1132'OF A FLAT RIDGE, THE HIGHEST GROUND IN THE VICINITY.
 CA1132'
 CA1132'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING
 CA1132'BEDROCK.
 CA1132'
 CA1132'REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES IN BOULDERS
 CA1132'FLUSH WITH THE GROUND.
 CA1132'
 CA1132'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 83 AND MAIN STREET
 CA1132'IN MENARD BY GOING N ON HIGHWAY FOR 6.5 MILES TO A PLANK
 CA1132'GATE IN E RIGHT-OF-WAY FENCE LINE, PASS THROUGH GATE AND GO
 CA1132'E 0.4 MILE TO A GATE IN E-W FENCE LINE, PASS THROUGH THIS GATE
 CA1132'AND GO NE FOR 0.3 MILE FOLLOWING DIM RANCH ROAD TOWARDS THE
 CA1132'ELLIS HOUSE TO POINT WHERE IT PASSES UNDER HI-TENSION LINE.
 CA1132'TURN N, FOLLOWING HI-LINE FOR 0.3 MILE TO GATE BETWEEN TWO
 CA1132'HI-LINE POLES, PASS THROUGH GATE AND CONTINUE N FOR 200 YARDS
 CA1132'THENCE NE AND N ON DIM TRAIL FOR 1.0 MILE TO HIGHEST GROUND
 CA1132'AND STATION.
 CA1132'
 CA1132'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA1132
 CA1132                          STATION RECOVERY (1939)
 CA1132
 CA1132'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CA1132'STATION MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CA1132
 CA1132                          STATION RECOVERY (1943)
 CA1132
 CA1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 CA1132'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CA1132'CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 CA1132'A COMPLETE NEW DESCRIPTION FOLLOWS--
 CA1132'
 CA1132'STATION IS LOCATED ABOUT 8 MILES N OF MENARD ON LAND LEASED
 CA1132'BY CY ELLIS WHO LIVES ABOUT 0.5 MILE SSE OF THE STATION.
 CA1132'STATION IS ON HIGHEST GROUND IN THE VICINITY.
 CA1132'
 CA1132'REFERENCE MARK NO. 1 IS NE OF THE STATION SET FLUSH IN A
 CA1132'DRILL HOLE IN A BOULDER AND STAMPED ELLIS NO. 1 1935.
 CA1132'
 CA1132'REFERENCE MARK NO. 2 IS SE OF THE STATION SET FLUSH IN A
 CA1132'DRILL HOLE IN A BOULDER AND STAMPED ELLIS NO. 2 1935.
 CA1132'
 CA1132'REFERENCE MARK NO. 3 IS SW OF THE STATION SET FLUSH IN A
 CA1132'DRILL HOLE IN A BOULDER AND STAMPED ELLIS NO. 3 1935.
 CA1132'
 CA1132'THE AZIMUTH MARK IS S OF THE STATION, 90 FEET W OF A GATE,
 CA1132'90 FEET W OF A HIGH TENSION POWER LINE AND 1 FOOT N OF A
 CA1132'FENCE.  IT IS STAMPED ELLIS 1943 AND PROJECTS ABOUT 4 INCHES.
 CA1132'
 CA1132'TO REACH THE STATION FROM MENARD AT THE JUNCTION OF MAIN
 CA1132'STREET AND U.S. HIGHWAY 83, GO N ON THE HIGHWAY FOR 6.45 MILES
 CA1132'TO A RANCH LANE ON THE RIGHT, TURN RIGHT AND GO 0.4 MILE
 CA1132'TO A GATE IN AN E-W FENCE LINE, PASS THROUGH GATE AND GO
 CA1132'NE FOR 0.3 MILE FOLLOWING DIM RANCH LANE TO A POINT WHERE
 CA1132'IT PASSES UNDER A HIGH TENSION POWER LINE, TURN N FOLLOWING
 CA1132'POWER LINE FOR 0.3 MILE TO A GATE BETWEEN TWO POWER-LINE POLES
 CA1132'AND AZIMUTH MARK 90 FEET W OF THE GATE.  PASS THROUGH GATE
 CA1132'AND GO N 200 YARDS, THENCE NE ON DIM TRAIL FOR 1.0 MILE TO
 CA1132'HIGHEST GROUND AND STATION.
 CA1132'
 CA1132'A 64-FOOT SIGNAL AT STATION LEGGETT 1935 IS VISIBLE AT 50
 CA1132'FEET.  A 64-FOOT SIGNAL AT STATION BENSON IS VISIBLE AT 37
 CA1132'FEET AND A 35-FOOT SIGNAL AT STATION LACKEY 1935 IS VISIBLE
 CA1132'AT 50 FEET.
 CA1132
 CA1132                          STATION RECOVERY (1967)
 CA1132
 CA1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1132'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CA1132'CONDITION.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION
 CA1132'FOLLOWS.
 CA1132'
 CA1132'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHEAST OF EDEN,
 CA1132'8 MILES NORTH OF MENARD, ON THE HIGHEST POINT OF A FLAT RIDGE
 CA1132'AND ON PROPERTY OWNED BY MR. GENE WHITEHEAD.
 CA1132'
 CA1132'TO REACH THE STATION FROM THE POST OFFICE IN MENARD, GO NORTH
 CA1132'ON U.S. HIGHWAY 83 FOR 1.55 MILES TO RANCH ROAD 42 ON THE
 CA1132'RIGHT.  CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 4.8 MILES TO A
 CA1132'METAL GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE AND
 CA1132'GO EAST ON GRADED ROAD FOR 0.35 MILE TO A GATE.  PASS THROUGH
 CA1132'GATE AND GO NORTHEAST ON GRADED ROAD FOR 0.25 MILE TO A DIM
 CA1132'FIELD ROAD ON THE LEFT UNDER SOME POWER LINE WIRES.  TURN LEFT
 CA1132'AND GO NORTH ALONG POWER LINE WIRES FOR 0.3 MILE TO A GATE
 CA1132'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.1
 CA1132'MILE TO A DIM FORK ON THE RIGHT.  BEAR RIGHT ON DIM TRACK
 CA1132'ROAD AND GO NORTHEAST UP DRAW FOR 0.6 MILE.  BEAR LEFT
 CA1132'OUT OF THE DRAW AND GO NORTH FOR 0.4 MILE TO THE
 CA1132'HIGHEST POINT OF THE FLAT RIDGE AND THE STATION.
 CA1132'
 CA1132'THE STATION MARK IS A STANDARD DISK, STAMPED ELLIS 1935,
 CA1132'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 6-INCHES BELOW
 CA1132'THE GROUND SURFACE.  IT IS 134 FEET SOUTH OF 12-INCH OAK TREE
 CA1132'AND 2.3 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN
 CA1132'ATTACHED.
 CA1132'
 CA1132'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELLIS NO 1 1935,
 CA1132'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 CA1132'GROUND SURFACE.  IT IS 104 FEET NORTH OF THE METAL WITNESS
 CA1132'POST AND 34 FEET SOUTH OF THE 12-INCH OAK TREE.
 CA1132'
 CA1132'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELLIS NO 2 1935,
 CA1132'CEMENTED IN A DRILL HOLE THAT IS FLUSH WITH THE GROUND SURFACE.
 CA1132'IT IS 149 FEET SOUTHEAST OF THE 12-INCH OAK TREE AND 97 FEET
 CA1132'EAST OF THE METAL WITNESS POST.
 CA1132'
 CA1132'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ELLIS NO 3 1935,
 CA1132'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 CA1132'GROUND SURFACE.  IT IS 94 FEET SOUTHWEST OF THE METAL WITNESS
 CA1132'POST WITH SIGN.
 CA1132'
 CA1132'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ELLIS 1935, SET
 CA1132'IN THE TOP OF A 16-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CA1132'3-INCHES.  IT IS 126 FEET WEST OF THE WEST GATE POST OF A
 CA1132'GATE, 1.7 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED
 CA1132'AND 1 FOOT NORTH OF A WIRE FENCE.
 CA1132
 CA1132                          STATION RECOVERY (1971)
 CA1132
 CA1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1132'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED BY USC AND
 CA1132'GS 1967 RECOVERY NOTES, EXCEPT THAT THE WITNESS SIGN WAS
 CA1132'REPLACED 6 FEET WEST OF STATION MARK TO PERMIT SCAFFOLD
 CA1132'ERECTION.
 CA1132'
 CA1132'STATION WILHEM (USC AND GS) IS VISIBLE FROM THE GROUND AT THIS
 CA1132'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1132'
 CA1132'ALL PRIMARY OBSERVATIONS WERE MADE FROM A SCAFFOLD (HI=18 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2056 ***********************************************************************
 BL2056  DESIGNATION -  ELLIS
 BL2056  PID         -  BL2056
 BL2056  STATE/COUNTY-  TX/HARDIN
 BL2056  USGS QUAD   -  SILSBEE (1984)
 BL2056
 BL2056                         *CURRENT SURVEY CONTROL
 BL2056  ___________________________________________________________________
 BL2056* NAD 83(1993)-  30 19 26.94802(N)    094 14 33.58751(W)     ADJUSTED  
 BL2056* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 BL2056  ___________________________________________________________________
 BL2056  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BL2056  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2056
 BL2056  HORZ ORDER  -  FIRST
 BL2056
 BL2056.The horizontal coordinates were established by classical geodetic methods
 BL2056.and adjusted by the National Geodetic Survey in February 1996..
 BL2056
 BL2056.The orthometric height was scaled from a topographic map.
 BL2056
 BL2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2056
 BL2056.The geoid height was determined by GEOID03.
 BL2056
 BL2056;                    North         East     Units Scale Factor Converg.
 BL2056;SPC TX C     - 3,088,917.339 1,285,425.578   MT  0.99995109   +3 08 13.4
 BL2056;SPC TX C     -10,134,222.97  4,217,267.08   sFT  0.99995109   +3 08 13.4
 BL2056;UTM  15      - 3,355,359.091   380,534.813   MT  0.99977607   -0 37 38.9
 BL2056
 BL2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2056!SPC TX C     -   1.00000041  x   0.99995109  =   0.99995150
 BL2056!UTM  15      -   1.00000041  x   0.99977607  =   0.99977648
 BL2056
 BL2056:                Primary Azimuth Mark                     Grid Az
 BL2056:SPC TX C     -  REEVES                                   003 33 40.1
 BL2056:UTM  15      -  REEVES                                   007 19 32.4
 BL2056
 BL2056|---------------------------------------------------------------------|
 BL2056| PID    Reference Object                     Distance      Geod. Az  |
 BL2056|                                                           dddmmss.s |
 BL2056| BL2057 REEVES                              APPROX. 8.4 KM 0064153.5 |
 BL2056| CV7564 ELLIS RM 2                                         18829     |
 BL2056| CV7563 ELLIS RM 1                                         29428     |
 BL2056|---------------------------------------------------------------------|
 BL2056
 BL2056                          SUPERSEDED SURVEY CONTROL
 BL2056
 BL2056  NAD 83(1993)-  30 19 26.95001(N)    094 14 33.58156(W) AD(       ) 1
 BL2056  NAD 83(1986)-  30 19 26.96850(N)    094 14 33.57285(W) AD(       ) 1
 BL2056  NAD 27      -  30 19 26.21500(N)    094 14 32.90200(W) AD(       ) 1
 BL2056
 BL2056.Superseded values are not recommended for survey control.
 BL2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2056.See file dsdata.txt to determine how the superseded data were derived.
 BL2056
 BL2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8053555359(NAD 83)
 BL2056_MARKER: DS = TRIANGULATION STATION DISK
 BL2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2056
 BL2056  HISTORY     - Date     Condition        Report By
 BL2056  HISTORY     - 1931     MONUMENTED       CGS
 BL2056  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BL2056
 BL2056                          STATION DESCRIPTION
 BL2056
 BL2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2056'ABOUT 5-1/2 MILES, AIRLINE, SE OF KOUNTZE, ABOUT 4-1/2 MILES,
 BL2056'AIRLINE, WSW OF SILSBEE, ABOUT 3/4 MILE E OF HIGHWAY 40, IN THE
 BL2056'FARMYARD OF MR. ELLIS, ABOUT 100 METERS (328 FEET) SE OF HIS
 BL2056'HOUSE, 13.2 METERS (43 FEET) E OF THE SE CORNER OF A COVERED
 BL2056'FEED RACK, 9 METERS (30 FEET) W OF WIRE FENCE, AND ABOUT 27
 BL2056'METERS (89 FEET) SW OF SOUTHERLY HIGH GATE POST IN SAME WIRE
 BL2056'FENCE.
 BL2056'
 BL2056'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2056'DISKS SET IN CONCRETE.
 BL2056'
 BL2056'REFERENCE MARK NO. 1 IS 1 FOOT S OF WIRE FENCE, 5 METERS
 BL2056'(16 FEET) N OF CENTER LINE OF ROAD LEADING TO ELLISS HOUSE,
 BL2056'ABOUT 120 METERS (394 FEET) W OF CORNER OF WIRE FENCE, AND 200
 BL2056'METERS (656 FEET) FROM STATION N 65 DEG 32 MIN W.
 BL2056'
 BL2056'REFERENCE MARK NO. 2 IS 1 FOOT N OF WIRE FENCE, 17 METERS
 BL2056'(56 FEET) E OF CORNER OF WIRE FENCE, 15 METERS (49 FEET) W OF
 BL2056'INTERSECTION OF FENCE LINES, AND 76.50 METERS (251.0 FEET
 BL2056'FROM STATION S 8 DEG 29 MIN W.
 BL2056
 BL2056                          STATION RECOVERY (2004)
 BL2056
 BL2056'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL2056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0968 ***********************************************************************
 GK0968  DESIGNATION -  ELLIS
 GK0968  PID         -  GK0968
 GK0968  STATE/COUNTY-  TX/LIPSCOMB
 GK0968  USGS QUAD   -  MAGOUN (1972)
 GK0968
 GK0968                         *CURRENT SURVEY CONTROL
 GK0968  ___________________________________________________________________
 GK0968* NAD 83(1993)-  36 27 31.49590(N)    100 00 04.44530(W)     ADJUSTED  
 GK0968* NAVD 88     -       776.3    (meters)    2547.     (feet)  VERTCON   
 GK0968  ___________________________________________________________________
 GK0968  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 GK0968  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 GK0968
 GK0968  HORZ ORDER  -  FIRST
 GK0968
 GK0968.The horizontal coordinates were established by classical geodetic methods
 GK0968.and adjusted by the National Geodetic Survey in February 1996..
 GK0968
 GK0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0968
 GK0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0968
 GK0968.The geoid height was determined by GEOID03.
 GK0968
 GK0968;                    North         East     Units Scale Factor Converg.
 GK0968;SPC TX N     - 1,273,801.835   334,352.262   MT  1.00007588   +0 52 06.9
 GK0968;SPC TX N     - 4,179,131.52  1,096,954.05   sFT  1.00007588   +0 52 06.9
 GK0968;SPC OK N     -   163,702.926   420,632.298   MT  0.99995829   -1 10 51.7
 GK0968;SPC OK N     -   537,082.02  1,380,024.46   sFT  0.99995829   -1 10 51.7
 GK0968;UTM  14      - 4,035,298.201   410,285.260   MT  0.99969916   -0 35 42.1
 GK0968
 GK0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0968!SPC TX N     -   0.99988258  x   1.00007588  =   0.99995845
 GK0968!SPC OK N     -   0.99988258  x   0.99995829  =   0.99984087
 GK0968!UTM  14      -   0.99988258  x   0.99969916  =   0.99958177
 GK0968
 GK0968|---------------------------------------------------------------------|
 GK0968| PID    Reference Object                     Distance      Geod. Az  |
 GK0968|                                                           dddmmss.s |
 GK0968| CK8621 ELLIS RM 1                          167.717 METERS 18416     |
 GK0968| GK0978 FOLLETT BLACK MUNICIPAL TANK        APPROX.12.8 KM 2544814.5 |
 GK0968| CK8622 ELLIS RM 2                          285.232 METERS 32023     |
 GK0968|---------------------------------------------------------------------|
 GK0968
 GK0968                          SUPERSEDED SURVEY CONTROL
 GK0968
 GK0968  NAD 83(1993)-  36 27 31.49590(N)    100 00 04.44530(W) AD(       ) 1
 GK0968  NAD 83(1986)-  36 27 31.50295(N)    100 00 04.43351(W) AD(       ) 1
 GK0968  NAD 27      -  36 27 31.37419(N)    100 00 02.97308(W) AD(       ) 1
 GK0968  NGVD 29 (07/19/86)  776.0    (m)         2546.     (f) VERT ANG       
 GK0968
 GK0968.Superseded values are not recommended for survey control.
 GK0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0968.See file dsdata.txt to determine how the superseded data were derived.
 GK0968
 GK0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1028535298(NAD 83)
 GK0968_MARKER: DS = TRIANGULATION STATION DISK
 GK0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0968
 GK0968  HISTORY     - Date     Condition        Report By
 GK0968  HISTORY     - 1927     MONUMENTED       CGS
 GK0968  HISTORY     - 1935     SEE DESCRIPTION  CGS
 GK0968  HISTORY     - 1963     GOOD             CGS
 GK0968  HISTORY     - 1969     GOOD             CGS
 GK0968
 GK0968                          STATION DESCRIPTION
 GK0968
 GK0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GK0968'ABOUT 7-1/2 MILES EAST AND 2 MILES NORTH OF FOLLETT, ABOUT
 GK0968'1,800 FEET EAST OF OLD STATE LINE, AND ABOUT 2-1/2 MILES
 GK0968'NORTH OF MAIN ROAD BETWEEN SHATTUCK AND FOLLETT (UNCLE SAM
 GK0968'HIGHWAY), ON HIGHEST POINT OF A GRASSY HILL, 100 PACES WEST
 GK0968'OF FENCE LINE AND 185 PACES NORTH OF ANOTHER FENCE.  TO REACH
 GK0968'FROM FOLLETT GO EAST TO OLD STATE LINE.  ON UNCLE SAM HIGHWAY,
 GK0968'CONTINUE ABOUT 0.2 MILE EAST OF LINE, THEN NORTH ALONG FENCE
 GK0968'LINE 2-1/2 MILES TO POINT WHERE FENCES RUN TO NORTH, SOUTH,
 GK0968'AND WEST, BUT NONE TO EAST.  STATION MARKS ARE STANDARD DISK
 GK0968'STATION MARKS IN CONCRETE, UNDERGROUND MARK BEING 3 FEET
 GK0968'BELOW SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE
 GK0968'DISKS IN CONCRETE.  NO. 1 IS 167.90 METERS (550.9 FEET)
 GK0968'FROM STATION S 4 DEG 33 MIN W.  NO. 2, 254.92 METERS
 GK0968'(836.4 FEET), N 39 DEG 37 MIN W.
 GK0968
 GK0968                          STATION RECOVERY (1935)
 GK0968
 GK0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GK0968'STATION IS LOCATED ABOUT 7-1/2 MILES EAST AND 2 MILES NORTH
 GK0968'OF FOLLETT, 2-1/2 MILES NORTH OF MAIN ROAD BETWEEN SHATTUCK
 GK0968'AND FOLLETT (UNCLE SAM HIGHWAY), IN THE SOUTHEAST CORNER OF
 GK0968'THE NORTHEAST QUARTER OF SEC. 20, T. 23 N., R. 26 W., ON
 GK0968'HIGHEST POINT OF A GRASSY HILL, 245 FEET WEST OF TEXAS-OKLAHOMA
 GK0968'BOUNDARY LINE, 552 FEET NORTH OF QUARTER-SECTION LINE FENCE.
 GK0968'
 GK0968'STATION MARK WAS FOUND TO BE IN GOOD CONDITION AND SHOWED NO
 GK0968'EVIDENCE OF BEING DISTURBED.  MARK PROJECTS ABOUT
 GK0968'6 INCHES ABOVE THE SURFACE OF THE GROUND.
 GK0968'
 GK0968'REFERENCE MARK NO. 1 IS 167.668 METERS (550.09 FEET) SOUTH OF
 GK0968'STATION, 282.5 FEET WEST OF CORNER POST IN SOUTHWEST CORNER
 GK0968'OF PASTURE, AND 1 FOOT NORTH OF EAST-AND-WEST FENCE LINE.
 GK0968'MARK PROJECTS ABOUT 1 INCH ABOVE THE SURFACE
 GK0968'OF THE GROUND.  OLD FORM WAS AROUND MARK.  IN GOOD CONDITION.
 GK0968'
 GK0968'REFERENCE MARK NO. 2 IS 935.80 FEET NORTHWEST OF STATION 32
 GK0968'FEET EAST OF CENTERLINE OF NORTH-AND-SOUTH ROAD AND 7 FEET
 GK0968'EAST OF EAST RIGHT-OF-WAY FENCE LINE.  MARK
 GK0968'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 GK0968'OLD FORM WAS AROUND MARK.  IN GOOD CONDITION.
 GK0968'
 GK0968'NOTE--THE RESIDENTS IN THE VICINITY OF THE STATION SAID THAT
 GK0968'THE BOUNDARY LINE WAS MOVED EASTWARD, THE SURVEY BEING MADE
 GK0968'ABOUT TWO YEARS AGO.  TWO BOUNDARY MONUMENTS WERE FOUND.  IN
 GK0968'TOP OF EACH IS A BRASS DISK, INSCRIBED U.S. SUPREME COURT,
 GK0968'1927, OKLAHOMA-TEXAS BOUNDARY, 100TH MERIDIAN.  THE LINE
 GK0968'BETWEEN THE MONUMENTS IS 245 FEET EAST OF THE STATION.  THE
 GK0968'POSITION OF THE STATION WAS OBTAINED FROM PROPERTY RECORDS
 GK0968'OF A FARMER WHO LIVES ABOUT 1/2 MILE NORTH-NORTHWEST OF THE
 GK0968'STATION.  BEFORE THE LINE WAS CHANGED THE STATION WAS IN
 GK0968'ELLIS COUNTY, OKLAHOMA.  AN ERROR OF 99.45 FEET WAS FOUND IN
 GK0968'THE MEASUREMENT OF REFERENCE MARK NO. 2.  THE DISTANCE
 GK0968'WAS CAREFULLY MEASURED TWICE FOR A CHECK AND THE SAME RESULT
 GK0968'OBTAINED.
 GK0968
 GK0968                          STATION RECOVERY (1963)
 GK0968
 GK0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GK0968'STATION WAS VISITED BY A LIGHTKEEPER ONLY.  STATION WAS FOUND
 GK0968'AS DESCRIBED BY C.I.A. IN 1935.  A NEW ROUTE WAS USED TO
 GK0968'REACH THE STATION AS FOLLOWS.
 GK0968'
 GK0968'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15
 GK0968'AND U.S. HIGHWAY 283, WHICH IS 11 MILES NORTH OF SHATTUCK, GO
 GK0968'WEST ON HIGHWAY 15 FOR 6.8 MILES TO THE OKLAHOMA-TEXAS STATE
 GK0968'LINE.  TURN RIGHT, NORTH, AND GO 1.8 MILES TO A WIRE GATE
 GK0968'ON THE LEFT.  TURN LEFT, THROUGH GATE, AND GO SOUTHWEST FOR
 GK0968'0.15 MILE TO TOP OF HILL AND STATION.
 GK0968
 GK0968                          STATION RECOVERY (1969)
 GK0968
 GK0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0968'STATION MARK, REFERENCE MARK NO. 1 AND 2 WERE RECOVERED IN GOOD
 GK0968'CONDITION.  STATION MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 GK0968'CONCRETE POST AND STAMPED ELLIS 1927 IS 552 FEET NORTH OF EAST-WEST
 GK0968'FENCE, 550 FEET SOUTH OF AN EAST-WEST FENCE, 245 FEET WEST OF THE
 GK0968'OKLAHOMA TEXAS STATE LINE AND 275 FEET WEST OF A NORTH-SOUTH
 GK0968'ROAD.  THE MARK PROJECTS 6 INCHES.
 GK0968'
 GK0968'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 15 AND U. S. HIGHWAY 283
 GK0968'WHICH IS ABOUT 11 MILES NORTH OF SHATTUCK, GO WEST ON STATE HIGHWAY
 GK0968'15 FOR 6.8 MILES TO OKLAHOMA-TEXAS STATE LINE.  TURN RIGHT AND GO
 GK0968'NORTH ON STATE LINE ROAD FOR 1.8 MILES TO GATE ON LEFT.  TURN
 GK0968'LEFT, PASS THRU GATE AND GO SOUTHWEST 0.15 MILE TO TOP OF HILL AND
 GK0968'STATION.
 GK0968'
 GK0968'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A SQUARE
 GK0968'CONCRETE POST AND STAMPED ELLIS NO 1 1927 IS 550 FEET SOUTH OF THE
 GK0968'STATION, 282 FEET WEST OF THE SOUTHEAST FENCE CORNER, 1 FOOT NORTH
 GK0968'OF AN EAST-WEST FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 GK0968'MARK IS FLUSH WITH THE GROUND.
 GK0968'
 GK0968'REFERENCE MARK NO 2 (AZIMUTH MARK), A STANDARD DISK SET IN THE TOP
 GK0968'OF A SQUARE CONCRETE POST AND STAMPED ELLIS NO 2 1927, IS 936 FEET
 GK0968'NORTHWEST OF STATION, 35 FEET SOUTHEAST OF A FENCE CORNER, 24 FEET
 GK0968'SOUTH OF A FENCE AND WITNESS POST AND 9 FEET SOUTH OF A FIELD
 GK0968'TRACK ROAD.  THE MARK PROJECTS 2 INCHES.
 GK0968'
 GK0968'AT REFERENCE MARK NO. 1 THE ANGLE FROM R. M. NO. 2 TO ELLIS 1927 IS
 GK0968'27 DEG 55 MIN 12 SEC.
 GK0968'
 GK0968'AT REFERENCE MARK NO. 2 THE ANGLE FROM ELLIS 1927 TO R. M. NO. 1 IS
 GK0968'15 DEG 58 MIN 18 SEC.
 GK0968'
 GK0968'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI ENE OF
 GK0968'FOLLETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1134 ***********************************************************************
 CA1134  DESIGNATION -  ELLIS 1935 RM 3 1967
 CA1134  PID         -  CA1134
 CA1134  STATE/COUNTY-  TX/MENARD
 CA1134  USGS QUAD   -  EDEN SE (1987)
 CA1134
 CA1134                         *CURRENT SURVEY CONTROL
 CA1134  ___________________________________________________________________
 CA1134* NAD 83(1993)-  31 01 32.69178(N)    099 47 49.50064(W)     ADJUSTED  
 CA1134* NAVD 88     -       686.7    (meters)    2253.     (feet)  VERTCON   
 CA1134  ___________________________________________________________________
 CA1134  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CA1134  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CA1134
 CA1134  HORZ ORDER  -  FIRST
 CA1134
 CA1134.The horizontal coordinates were established by classical geodetic methods
 CA1134.and adjusted by the National Geodetic Survey in February 1996..
 CA1134
 CA1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1134
 CA1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1134
 CA1134.The geoid height was determined by GEOID03.
 CA1134
 CA1134;                    North         East     Units Scale Factor Converg.
 CA1134;SPC TX C     - 3,150,784.293   751,194.130   MT  0.99988183   +0 16 34.3
 CA1134;SPC TX C     -10,337,198.13  2,464,542.74   sFT  0.99988183   +0 16 34.3
 CA1134;UTM  14      - 3,432,728.190   423,924.871   MT  0.99967139   -0 24 39.1
 CA1134
 CA1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1134!SPC TX C     -   0.99989581  x   0.99988183  =   0.99977766
 CA1134!UTM  14      -   0.99989581  x   0.99967139  =   0.99956724
 CA1134
 CA1134|---------------------------------------------------------------------|
 CA1134| PID    Reference Object                     Distance      Geod. Az  |
 CA1134|                                                           dddmmss.s |
 CA1134| CA1132 ELLIS                                29.393 METERS 03030     |
 CA1134| CA1123 WILHEM                              APPROX.13.6 KM 0985056.1 |
 CA1134| BN0793 MENARD TV CABLE CORP MAST           APPROX.13.2 KM 1723625.8 |
 CA1134| CA1138 MENARD FISH WILDLIFE COMM MAST      APPROX.10.5 KM 2781031.8 |
 CA1134|---------------------------------------------------------------------|
 CA1134
 CA1134                          SUPERSEDED SURVEY CONTROL
 CA1134
 CA1134  NAD 83(1986)-  31 01 32.69921(N)    099 47 49.48617(W) AD(       ) 1
 CA1134  NAD 27      -  31 01 32.08697(N)    099 47 48.23252(W) AD(       ) 1
 CA1134  NGVD 29 (07/19/86)  686.6    (m)         2253.     (f) VERT ANG       
 CA1134
 CA1134.Superseded values are not recommended for survey control.
 CA1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1134.See file dsdata.txt to determine how the superseded data were derived.
 CA1134
 CA1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2392532728(NAD 83)
 CA1134_MARKER: DR = REFERENCE MARK DISK
 CA1134_SETTING: 66 = SET IN ROCK OUTCROP
 CA1134_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CA1134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1134+STABILITY: POSITION/ELEVATION WELL
 CA1134
 CA1134  HISTORY     - Date     Condition        Report By
 CA1134  HISTORY     - 1967     MONUMENTED       CGS
 CA1134
 CA1134                          STATION DESCRIPTION
 CA1134
 CA1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1134'THE STATION IS ABOUT 14 MILES SOUTH-SOUTHEAST OF EDEN, 8 MILES
 CA1134'NORTH OF MENARD, ON THE HIGHEST POINT OF A FLAT RIDGE AND ON
 CA1134'PROPERTY OWNED BY MR. GENE WHITEHEAD.
 CA1134'
 CA1134'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED ELLIS NO 3
 CA1134'1935, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND FLUSH
 CA1134'WITH THE GROUND.  IT IS 94 FEET SOUTHWEST OF A METAL WITNESS POST
 CA1134'WITH SIGN ATTACHED.
 CA1134'
 CA1134'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ELLIS
 CA1134'1935, THE DISTANCE BEING 29.3790 METERS OR 96.388 FEET.  NOTE
 CA1134'DIRECTION.
 CA1134'
 CA1134'FOR ROUTE TO REACH THE STATION, SEE DESCRIPTION FOR ELLIS 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8988 ***********************************************************************
 DF8988  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8988  DESIGNATION -  ELLIS CORS ARP
 DF8988  CORS_ID     -  TXES
 DF8988  PID         -  DF8988
 DF8988  STATE/COUNTY-  TX/ELLIS
 DF8988  USGS QUAD   -  FORRESTON (1978)
 DF8988
 DF8988                         *CURRENT SURVEY CONTROL
 DF8988  ___________________________________________________________________
 DF8988* NAD 83(CORS)-  32 22 10.89449(N)    096 51 45.96026(W)     ADJUSTED  
 DF8988* NAVD 88     -                                                        
 DF8988  ___________________________________________________________________
 DF8988  EPOCH DATE  -        2002.00
 DF8988  X           -    -644,342.298 (meters)                     COMP
 DF8988  Y           -  -5,353,726.143 (meters)                     COMP
 DF8988  Z           -   3,395,215.358 (meters)                     COMP
 DF8988  ELLIP HEIGHT-         164.92  (meters)          (11/??/03) GPS OBS
 DF8988  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DF8988
 DF8988  HORZ ORDER  -  SPECIAL (CORS)
 DF8988  ELLP ORDER  -  SPECIAL (CORS)
 DF8988
 DF8988.ITRF positions are available for this station.
 DF8988.The coordinates were established by GPS observations
 DF8988.and adjusted by the National Geodetic Survey in November 2003..
 DF8988.The coordinates are valid at the epoch date displayed above.
 DF8988.The epoch date for horizontal control is a decimal equivalence
 DF8988.of Year/Month/Day.
 DF8988
 DF8988
 DF8988.The PID for the CORS L1 Phase Center is DG4081.
 DF8988
 DF8988.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8988
 DF8988.The ellipsoidal height was determined by GPS observations
 DF8988.and is referenced to NAD 83.
 DF8988
 DF8988.The geoid height was determined by GEOID03.
 DF8988
 DF8988;                    North         East     Units Scale Factor Converg.
 DF8988;SPC TXNC     - 2,079,160.267   754,068.312   MT  0.99994293   +0 53 34.6
 DF8988;SPC TXNC     - 6,821,378.31  2,473,972.45   sFT  0.99994293   +0 53 34.6
 DF8988
 DF8988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8988!SPC TXNC     -   0.99997411  x   0.99994293  =   0.99991704
 DF8988
 DF8988                          SUPERSEDED SURVEY CONTROL
 DF8988
 DF8988.No superseded survey control is available for this station.
 DF8988
 DF8988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0107983423(NAD 83)
 DF8988_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8988
 DF8988                          STATION DESCRIPTION
 DF8988
 DF8988'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8988'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8988'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8988'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8988'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8988'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4081 ***********************************************************************
 DG4081  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4081  DESIGNATION -  ELLIS CORS L1 PHASE CENTER
 DG4081  CORS_ID     -  TXES
 DG4081  PID         -  DG4081
 DG4081  STATE/COUNTY-  TX/ELLIS
 DG4081  USGS QUAD   -  FORRESTON (1978)
 DG4081
 DG4081                         *CURRENT SURVEY CONTROL
 DG4081  ___________________________________________________________________
 DG4081* NAD 83(CORS)-  32 22 10.89457(N)    096 51 45.96021(W)     ADJUSTED  
 DG4081* NAVD 88     -                                                        
 DG4081  ___________________________________________________________________
 DG4081  EPOCH DATE  -        2002.00
 DG4081  X           -    -644,342.307 (meters)                     COMP
 DG4081  Y           -  -5,353,726.234 (meters)                     COMP
 DG4081  Z           -   3,395,215.419 (meters)                     COMP
 DG4081  ELLIP HEIGHT-         165.03  (meters)          (11/??/03) GPS OBS
 DG4081  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DG4081
 DG4081  HORZ ORDER  -  SPECIAL (CORS)
 DG4081  ELLP ORDER  -  SPECIAL (CORS)
 DG4081
 DG4081.ITRF positions are available for this station.
 DG4081.The coordinates were established by GPS observations
 DG4081.and adjusted by the National Geodetic Survey in November 2003..
 DG4081.The coordinates are valid at the epoch date displayed above.
 DG4081.The epoch date for horizontal control is a decimal equivalence
 DG4081.of Year/Month/Day.
 DG4081
 DG4081
 DG4081.The PID for the CORS ARP is DF8988.
 DG4081
 DG4081.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4081
 DG4081.The ellipsoidal height was determined by GPS observations
 DG4081.and is referenced to NAD 83.
 DG4081
 DG4081.The geoid height was determined by GEOID03.
 DG4081
 DG4081;                    North         East     Units Scale Factor Converg.
 DG4081;SPC TXNC     - 2,079,160.270   754,068.313   MT  0.99994293   +0 53 34.6
 DG4081;SPC TXNC     - 6,821,378.32  2,473,972.46   sFT  0.99994293   +0 53 34.6
 DG4081
 DG4081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4081!SPC TXNC     -   0.99997409  x   0.99994293  =   0.99991702
 DG4081
 DG4081                          SUPERSEDED SURVEY CONTROL
 DG4081
 DG4081.No superseded survey control is available for this station.
 DG4081
 DG4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0107983423(NAD 83)
 DG4081_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4081
 DG4081                          STATION DESCRIPTION
 DG4081
 DG4081'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4081'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4081'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4081'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4081'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4081'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0708 ***********************************************************************
 DQ0708  DESIGNATION -  ELLWOOD
 DQ0708  PID         -  DQ0708
 DQ0708  STATE/COUNTY-  TX/HOCKLEY
 DQ0708  USGS QUAD   -  ROPESVILLE (1985)
 DQ0708
 DQ0708                         *CURRENT SURVEY CONTROL
 DQ0708  ___________________________________________________________________
 DQ0708* NAD 83(1993)-  33 27 01.33896(N)    102 12 20.96118(W)     ADJUSTED  
 DQ0708* NAVD 88     -      1041.0    (meters)    3415.     (feet)  VERTCON   
 DQ0708  ___________________________________________________________________
 DQ0708  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 DQ0708  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 DQ0708
 DQ0708  HORZ ORDER  -  FIRST
 DQ0708
 DQ0708.The horizontal coordinates were established by classical geodetic methods
 DQ0708.and adjusted by the National Geodetic Survey in February 1996..
 DQ0708
 DQ0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0708
 DQ0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0708
 DQ0708.The geoid height was determined by GEOID03.
 DQ0708
 DQ0708;                    North         East     Units Scale Factor Converg.
 DQ0708;SPC TXNC     - 2,203,872.794   255,556.188   MT  0.99989676   -2 01 16.1
 DQ0708;SPC TXNC     - 7,230,539.32    838,437.26   sFT  0.99989676   -2 01 16.1
 DQ0708;UTM  13      - 3,704,709.612   759,726.927   MT  1.00043176   +1 32 27.8
 DQ0708
 DQ0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0708!SPC TXNC     -   0.99984037  x   0.99989676  =   0.99973715
 DQ0708!UTM  13      -   0.99984037  x   1.00043176  =   1.00027206
 DQ0708
 DQ0708|---------------------------------------------------------------------|
 DQ0708| PID    Reference Object                     Distance      Geod. Az  |
 DQ0708|                                                           dddmmss.s |
 DQ0708| CJ6288 ELLWOOD RM 1                         49.746 METERS 17742     |
 DQ0708| DQ0705 MEADOW WATER TANK                   APPROX.12.5 KM 1805659.0 |
 DQ0708| CJ6287 ELLWOOD AZ MK                                      1834115.0 |
 DQ0708| DQ0729 NEEDMORE MICROWAVE TOWER            APPROX.19.8 KM 2151929.5 |
 DQ0708| CJ6289 ELLWOOD RM 2                         50.838 METERS 26928     |
 DQ0708|---------------------------------------------------------------------|
 DQ0708
 DQ0708                          SUPERSEDED SURVEY CONTROL
 DQ0708
 DQ0708  NAD 83(1986)-  33 27 01.34707(N)    102 12 20.95445(W) AD(       ) 1
 DQ0708  NAD 27      -  33 27 01.02500(N)    102 12 19.32600(W) AD(       ) 1
 DQ0708  NGVD 29 (07/19/86) 1040.6    (m)         3414.     (f) VERT ANG       
 DQ0708
 DQ0708.Superseded values are not recommended for survey control.
 DQ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0708.See file dsdata.txt to determine how the superseded data were derived.
 DQ0708
 DQ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT5972704710(NAD 83)
 DQ0708_MARKER: DS = TRIANGULATION STATION DISK
 DQ0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0708
 DQ0708  HISTORY     - Date     Condition        Report By
 DQ0708  HISTORY     - 1935     MONUMENTED       CGS
 DQ0708  HISTORY     - 1938     GOOD             TXHD
 DQ0708  HISTORY     - 1949     GOOD             CGS
 DQ0708  HISTORY     - 1957     GOOD             USE
 DQ0708  HISTORY     - 1968     GOOD             USGS
 DQ0708  HISTORY     - 19940827 GOOD             USPSQD
 DQ0708
 DQ0708                          STATION DESCRIPTION
 DQ0708
 DQ0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0708'STATION IS ABOUT 2 MILES NW OF ROPES AND IS LOCATED ON A SMALL
 DQ0708'RISE IN PASTURE LAND OWNED BY THE ELLWOOD FARMS.  THE STATION
 DQ0708'IS ABOUT 0.45 MILE NORTH OF TWO WINDMILLS AND A SURFACE TANK.
 DQ0708'IT IS 377 FEET EAST-NORTHEAST OF THE INTERSECTION OF TWO
 DQ0708'TRAILS ON THE WEST SLOPE OF THE RISE AND IS 143 FEET
 DQ0708'SOUTH-SOUTHEAST OF THE TRAIL ON THE NORTH SLOPE OF THE RISE.
 DQ0708'THE MARK PROJECTS 4 INCHES.
 DQ0708'
 DQ0708'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND PROJECTS 3
 DQ0708'INCHES.
 DQ0708'
 DQ0708'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND PROJECTS 3
 DQ0708'INCHES.
 DQ0708'
 DQ0708'AZIMUTH MARK IS ABOUT 0.45 MILE SOUTH OF THE STATION.  IT
 DQ0708'IS ABOUT 90 YARDS WEST OF THE TWO WINDMILLS AND IS 125 FEET
 DQ0708'WEST OF THE WEST EDGE OF THE SURFACE TANK.  THE MARK PROJECTS
 DQ0708'3 INCHES.
 DQ0708'
 DQ0708'THE STATION IS REACHED FROM ROPES BY CROSSING THE RAILROAD
 DQ0708'TRACKS AND GOING WEST OF THE MAIN ROAD 4.8 MILES.  TURN NORTH
 DQ0708'AND GO 4.0 MILES.  PASS THROUGH A WIRE GATE ON THE EAST SIDE
 DQ0708'OF THE ROAD AND GO SOUTHEASTERLY ON A DIM TRAIL 2.6 MILES TO
 DQ0708'TWO WINDMILLS AND THE AZIMUTH MARK.  FROM THIS POINT GO NORTH
 DQ0708'ON A TRAIL 0.45 MILE.  TURN OFF THE TRAIL AND GO 377 FEET
 DQ0708'EAST-NORTHEAST TO THE STATION.
 DQ0708'
 DQ0708'A 50-FOOT TOWER WAS ERECTED.
 DQ0708'
 DQ0708'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0708'BRONZE DISKS SET IN CONCRETE.
 DQ0708
 DQ0708                          STATION RECOVERY (1938)
 DQ0708
 DQ0708'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0708'TO REACH THE STATION FROM THE LUBBOCK-HOCKLEY COUNTY LINE,
 DQ0708'GO S. 40 DEG W. FOR 6.5 MILES ON TEXAS HIGHWAY NO. 137, U.S.
 DQ0708'HIGHWAY 62.  LEAVE THE HIGHWAY AND GO N. 65 DEG W. ON A WELL
 DQ0708'GRADED ROAD FOR 0.1 MILE TO T-ROAD.  TURN RIGHT* AND GO WEST
 DQ0708'FOR 0.9 MILE, THEN NORTH FOR 0.05 MILE, TUEN N. 20 DEG W. FOR
 DQ0708'0.1 MILE, THEN NORTH FOR 2.3 MILES.  THEN WEST FOR 1.6 MILES,
 DQ0708'THEN NORTH FOR 0.1 MILE, THEN WEST FOR 0.25 MILE, THEN N.
 DQ0708'20 DEG W. FOR 0.05 MILE TO TOP OF RISE AND STATION IN REAR
 DQ0708'OF NEW HOUSE IN CULTIVATED FIELD.
 DQ0708'
 DQ0708'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0708'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0708'
 DQ0708'NOTE--ALL OLD LAND MARKS DESTROYED DUE TO GOVERNMENT REHABILITATION
 DQ0708'DEVELOPMENT.
 DQ0708'
 DQ0708'*PROBABLY LEFT.
 DQ0708
 DQ0708                          STATION RECOVERY (1949)
 DQ0708
 DQ0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DQ0708'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 DQ0708'
 DQ0708'TO REACH STATION FROM ROPESVILLE TAKE ASPHALT ROAD W AND GO W
 DQ0708'0.95 MILE W TO ASPHALT ROAD N.  FOLLOW ASPHALT ROAD N 2.5 MILES
 DQ0708'WHERE ROAD TURNS W.  GO W 1.40 MILES WHERE ROAD JOGS N 0.05
 DQ0708'MILE.  THENCE W 0.30 MILE.  STATION IS 800 FT N OF ROAD AT
 DQ0708'THIS POINT.
 DQ0708
 DQ0708                          STATION RECOVERY (1957)
 DQ0708
 DQ0708'RECOVERY NOTE BY US ENGINEERS 1957 (CJT)
 DQ0708'STATION FOUND IN GOOD CONDITION.
 DQ0708
 DQ0708                          STATION RECOVERY (1968)
 DQ0708
 DQ0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0708'THE STATION IS LOCATED NORTH 46 DEG WEST ABOUT 3.8 MILES
 DQ0708'AIRLINE FROM ROPESVILLE, TEXAS, IN A CULTIVATED FIELD 600
 DQ0708'FEET NORTHWEST OF A FARM RESIDENCE.
 DQ0708'
 DQ0708'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND FARM-TO-MARKET
 DQ0708'ROAD 41 IN ROPESVILLE, GO 0.95 MILE WEST TO A SURFACED ROAD,
 DQ0708'TURN RIGHT AND GO 2.4 MILES NORTH TO A SURFACED X-RDS., TURN
 DQ0708'LEFT AND GO 1.8 MILES WEST TO A PRIVATE DRIVEWAY, TURN RIGHT TO
 DQ0708'HOUSE, PASS SOUTH AND WEST OF HOUSE ON TURN ROAD 0.1 MILE TO
 DQ0708'THE STATION ON THE NORTH EDGE OF THE EAST-WEST TURN ROAD.
 DQ0708'
 DQ0708'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 DQ0708'PROJECTING 0.3 FOOT AND STAMPED ELLWOOD 1935.
 DQ0708'
 DQ0708'REFERENCE MARK NO. 1--A USC AND GS BRONZE REFERENCE MARK DISK
 DQ0708'SET IN A CONCRETE POST FLUSH WITH THE GROUND AND STAMPED
 DQ0708'ELLWOOD 1935 RM NO. 1.  MARK IN CULTIVATED FIELD.
 DQ0708'
 DQ0708'REFERENCE MARK NO. 2--A USC AND GS BRONZE REFERENCE MARK DISK
 DQ0708'SET IN A CONCRETE POST FLUSH WITH THE GROUND AND STAMPED ELLWOOD
 DQ0708'1935 RM NO. 2.  MARK IS ON THE SOUTH EDGE OF THE EAST-WEST
 DQ0708'TURN ROAD.
 DQ0708'
 DQ0708'THE MEADOW WATER TANK IS VISIBLE FROM THE GROUND AND WILL
 DQ0708'SERVE AS THE AZIMUTH MARK.
 DQ0708
 DQ0708                          STATION RECOVERY (1994)
 DQ0708
 DQ0708'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0659 ***********************************************************************
 CA0659  FBN         -  This is a Federal Base Network Control Station.
 CA0659  DESIGNATION -  ELM
 CA0659  PID         -  CA0659
 CA0659  STATE/COUNTY-  TX/RUNNELS
 CA0659  USGS QUAD   -  WINTERS (1987)
 CA0659
 CA0659                         *CURRENT SURVEY CONTROL
 CA0659  ___________________________________________________________________
 CA0659* NAD 83(1993)-  31 58 20.38407(N)    099 54 01.06749(W)     ADJUSTED  
 CA0659* NAVD 88     -       572.897  (meters)    1879.58   (feet)  ADJUSTED  
 CA0659  ___________________________________________________________________
 CA0659  X           -    -931,221.042 (meters)                     COMP
 CA0659  Y           -  -5,335,492.953 (meters)                     COMP
 CA0659  Z           -   3,358,118.742 (meters)                     COMP
 CA0659  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 CA0659  ELLIP HEIGHT-         547.32  (meters)          (05/01/00) GPS OBS
 CA0659  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CA0659  DYNAMIC HT  -         572.149 (meters)    1877.13  (feet)  COMP
 CA0659  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 CA0659
 CA0659  HORZ ORDER  -  B
 CA0659  VERT ORDER  -  SECOND    CLASS 0
 CA0659  ELLP ORDER  -  THIRD     CLASS I
 CA0659
 CA0659.The horizontal coordinates were established by GPS observations
 CA0659.and adjusted by the National Geodetic Survey in May 1994..
 CA0659
 CA0659.The orthometric height was determined by differential leveling
 CA0659.and adjusted by the National Geodetic Survey in June 1991..
 CA0659.WARNING-GPS observations at this control monument resulted in a GPS
 CA0659.derived orthometric height which differed from the leveled height by
 CA0659.more than one decimeter (0.1 meter).
 CA0659
 CA0659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA0659
 CA0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0659
 CA0659.The ellipsoidal height was determined by GPS observations
 CA0659.and is referenced to NAD 83.
 CA0659
 CA0659.The geoid height was determined by GEOID03.
 CA0659
 CA0659.The dynamic height is computed by dividing the NAVD 88
 CA0659.geopotential number by the normal gravity value computed on the
 CA0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0659.degrees latitude (g = 980.6199 gals.).
 CA0659
 CA0659.The modeled gravity was interpolated from observed gravity values.
 CA0659
 CA0659;                    North         East     Units Scale Factor Converg.
 CA0659;SPC TX C     - 3,255,688.415   740,932.218   MT  1.00002512   +0 13 22.9
 CA0659;SPC TX C     -10,681,371.07  2,430,875.12   sFT  1.00002512   +0 13 22.9
 CA0659;UTM  14      - 3,537,722.467   414,935.103   MT  0.99968924   -0 28 36.3
 CA0659
 CA0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0659!SPC TX C     -   0.99991407  x   1.00002512  =   0.99993919
 CA0659!UTM  14      -   0.99991407  x   0.99968924  =   0.99960333
 CA0659
 CA0659:                Primary Azimuth Mark                     Grid Az
 CA0659:SPC TX C     -  TERS AZ                                  071 55 28.4
 CA0659:UTM  14      -  TERS AZ                                  072 37 27.6
 CA0659
 CA0659|---------------------------------------------------------------------|
 CA0659| PID    Reference Object                     Distance      Geod. Az  |
 CA0659|                                                           dddmmss.s |
 CA0659| CA0661 TERS AZ                             APPROX. 0.8 KM 0720851.3 |
 CA0659| CT1127 RUNNELS GAS PROD COR MICROWAVE      APPROX.13.6 KM 0750556.8 |
 CA0659| CA0658 ELM RM 1                             35.418 METERS 24750     |
 CA0659| CA1201 WINTERS MUNICIPAL NORTH TANK        APPROX. 5.9 KM 2625842.3 |
 CA0659| CA0660 ELM RM 2                             34.189 METERS 31903     |
 CA0659|---------------------------------------------------------------------|
 CA0659
 CA0659                          SUPERSEDED SURVEY CONTROL
 CA0659
 CA0659  ELLIP H (05/09/94)  547.40   (m)                       GP(       ) 4 2
 CA0659  ELLIP H (12/21/93)  546.58   (m)                       GP(       ) 4 1
 CA0659  NAD 83(1986)-  31 58 20.39167(N)    099 54 01.05244(W) AD(       ) 2
 CA0659  NAD 27      -  31 58 19.86480(N)    099 53 59.73930(W) AD(       ) 2
 CA0659  NAVD 88 (07/24/98)  572.90   (m)         1879.6    (f) LEVELING    3  
 CA0659  NAVD 88 (05/09/94)  572.90   (m)         1879.6    (f) LEVELING    3  
 CA0659  NGVD 29 (??/??/92)  572.783  (m)         1879.21   (f) ADJ UNCH    2 0
 CA0659
 CA0659.Superseded values are not recommended for survey control.
 CA0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0659.See file dsdata.txt to determine how the superseded data were derived.
 CA0659
 CA0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA1493537722(NAD 83)
 CA0659_MARKER: DS = TRIANGULATION STATION DISK
 CA0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0659_SP_SET: SQUARE CONCRETE MONUMENT
 CA0659_STAMPING: ELM 1961
 CA0659_MARK LOGO: CGS   
 CA0659_PROJECTION: FLUSH
 CA0659_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0659+STABILITY: SURFACE MOTION
 CA0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0659+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1998
 CA0659
 CA0659  HISTORY     - Date     Condition        Report By
 CA0659  HISTORY     - 1961     MONUMENTED       CGS
 CA0659  HISTORY     - 1961     GOOD             CGS
 CA0659  HISTORY     - 19890126 GOOD             NGS
 CA0659  HISTORY     - 19930126 GOOD             NGS
 CA0659  HISTORY     - 19980217 GOOD             NGS
 CA0659  HISTORY     - 19980727 GOOD             TXDOT
 CA0659  HISTORY     - 19991025 GOOD             TXDOT
 CA0659
 CA0659                          STATION DESCRIPTION
 CA0659
 CA0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CA0659'THE STATION IS ABOUT 3.75 MILES EAST-NORTHEAST OF THE CENTER
 CA0659'OF WINTERS, ALONG THE SOUTH SIDE OF FARM ROAD 1770.
 CA0659'
 CA0659'TO REACH THE STATION FROM WINTERS, FROM THE JUNCTION OF
 CA0659'U.S. HIGHWAY 83 AND FARM ROAD 1770, GO EASTERLY ON FARM ROAD
 CA0659'1770 FOR 3.75 MILES TO A SIDE ROAD ON THE RIGHT, SOUTH SIDE.
 CA0659'CONTINUE EASTERLY ON FARM ROAD 1770 FOR 0.05 MILE TO A SIDE
 CA0659'ROAD ON THE LEFT, NORTH SIDE, A WITNESS SIGN MARKER ON THE
 CA0659'RIGHT, SOUTH SIDE AND THE STATION.
 CA0659'
 CA0659'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FARM
 CA0659'ROAD 1770 FOR 0.55 MILE TO A FENCE CORNER ON THE LEFT, NORTH SIDE
 CA0659'OF THE ROAD AND THE AZIMUTH MARK.
 CA0659'
 CA0659'THE STATION IS A STANDARD DISK STAMPED ELM 1961 SET IN TOP
 CA0659'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 12
 CA0659'INCHES ABOVE THE GROUND.  IT IS 80 FEET SOUTH-SOUTHEAST OF THE
 CA0659'JUNCTION OF A SIDE ROAD WITH FARM ROAD 1770, WHICH WAS USED
 CA0659'AS THE PICTURE POINT, 7.5 FEET SOUTHEAST OF THE EAST END OF
 CA0659'A WIRE GATE, AND 4 FEET SOUTHWEST OF A WITNESS SIGN MARKER.
 CA0659'
 CA0659'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ELM NO 1
 CA0659'1961 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 CA0659'PROJECTS 6 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION
 CA0659'AS THE STATION.  IT IS 51 FEET SOUTH OF THE CENTER LINE OF
 CA0659'FARM ROAD 1770, 3 FEET NORTHEAST OF A POWER LINE POLE AND 2
 CA0659'FEET SOUTH OF A FENCE LINE.
 CA0659'
 CA0659'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ELM NO 2
 CA0659'1961 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 CA0659'WHICH PROJECTS 12 INCHES ABOVE THE GROUND AND IS THE SAME
 CA0659'ELEVATION AS THE STATION.  IT IS 54 FEET NORTH OF FARM ROAD
 CA0659'1770, 24 FEET WEST OF THE CENTER OF A SIDE ROAD AND 3.5 FEET
 CA0659'NORTH OF A TELEPHONE POLE.
 CA0659'
 CA0659'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TERS 1961 SET IN
 CA0659'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CA0659'12 INCHES ABOVE THE GROUND.  IT IS 53.5 FEET NORTH OF THE
 CA0659'CENTER LINE OF FARM ROAD 1770, 4.5 FEET NORTHEAST OF A WITNESS
 CA0659'SIGN MARKER, 3.2 FEET NORTHWEST OF A FENCE CORNER AND 2 FEET
 CA0659'WEST OF A NORTH-SOUTH FENCE LINE.
 CA0659
 CA0659                          STATION RECOVERY (1961)
 CA0659
 CA0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CA0659'4.7 MI E FROM WINTERS.
 CA0659'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CA0659'THENCE 0.8 MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 3.8 MILES EAST
 CA0659'ALONG FARM ROAD 1770, 116.2 FEET NORTHEAST OF R.M. 1, 112.2 FEET
 CA0659'SOUTHEAST OF R.M. 2, 57 FEET SOUTHEAST OF A T-INTERSECTION, 51 FEET
 CA0659'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET EAST OF THE CENTER OF
 CA0659'A FIELD ROAD, 3.6 FEET SOUTH OF A FENCE, 3.1 FEET SOUTHWEST OF A METAL
 CA0659'WITNESS POST WITH SIGN, ABOUT LEVEL WITH THE HIGHWAY, SET IN TOP OF A
 CA0659'SQUARE CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 CA0659
 CA0659                          STATION RECOVERY (1989)
 CA0659
 CA0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 CA0659'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST OF WINTERS.
 CA0659'OWNERSHIP--UNKNOWN.
 CA0659'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND LOOP 438
 CA0659'IN DOWNTOWN WINTERS, GO NORTH ON U.S. HIGHWAY 83 FOR 1.2 KM (0.75 MI)
 CA0659'TO FARM ROAD 1770 ON THE RIGHT.  TURN RIGHT, EAST, ON FARM ROAD 1770
 CA0659'AND GO 4.2 KM (2.60 MI) TO A PAVED ROAD RIGHT.  CONTINUE AHEAD FOR 2.1
 CA0659'KM (1.30 MI) TO A GRAVELED ROAD ON THE LEFT AND THE STATION ON THE
 CA0659'RIGHT, NEAR A GAP IN THE FENCE.
 CA0659'THE STATION IS 15.8 M (51.8 FT) SOUTH OF THE ROAD CENTER, 15.8 M
 CA0659'(51.8 FT) EAST OF A UTILITY POLE, 6.5 M (21.3 FT) EAST OF THE EXTENDED
 CA0659'CENTER OF THE GRAVELED ROAD, 0.9 M (3.0 FT) SOUTH OF A FENCE, AND 1.2
 CA0659'M (3.9 FT) NORTHWEST OF A METAL WITNESS POST.
 CA0659'DESCRIBED BY R.D.B.
 CA0659
 CA0659                          STATION RECOVERY (1993)
 CA0659
 CA0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CA0659'STATION IS LOCATED ABOUT 6 KM (3.70 MI) EAST OF WINTERS, ALONG A FARM
 CA0659'ROAD, IN THE SOUTHEAST ANGLE OF A T-ROAD JUNCTION, ALONG THE NORTH
 CA0659'EDGE OF A CULTIVATED FIELD.  OWNERSHIP--UNKNOWN.
 CA0659'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE LOOP 438 IN
 CA0659'WINTERS, GO NORTH ON HIGHWAY 83 FOR 1.21 KM (0.75 MI) TO A PAVED ROAD
 CA0659'RIGHT.  TURN RIGHT, EAST, ON FARM ROAD 1770 FOR 4.11 KM (2.55 MI) TO
 CA0659'A PAVED ROAD RIGHT.  CONTINUE AHEAD FOR 2.03 KM (1.25 MI) TO A DIRT
 CA0659'ROAD LEFT (COUNTY ROAD 172) AND THE STATION ON THE RIGHT.
 CA0659'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 CA0659'PROJECTING 20 CM ABOVE GROUND IN A WEED STRIP BETWEEN DILAPIDATED
 CA0659'FENCE AND FIELD..  IT IS 16.0 M (52.5 FT) SOUTH OF THE ROAD CENTER,
 CA0659'7.5 M (24.6 FT) EAST OF THE EXTENDED CENTER OF ROAD LEADING NORTH,
 CA0659'0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST, 1.3 M (4.3 FT)
 CA0659'SOUTHWEST OF A METAL WITNESS POST IN THE OLD FENCELINE, 1 M (3.3 FT)
 CA0659'SOUTH OF THE OLD FENCE, AND 15.9 M (52.2 FT) EAST OF A UTILITY POLE
 CA0659'WITH LINE ACROSS THE ROAD.
 CA0659
 CA0659                          STATION RECOVERY (1998)
 CA0659
 CA0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CA0659'RECOVERED AS DESCRIBED.  BY R.G. HAYES
 CA0659
 CA0659                          STATION RECOVERY (1998)
 CA0659
 CA0659'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CA0659'STATION RECOVERED, OTHER MARKS NOT SEARCHED FOR.
 CA0659
 CA0659                          STATION RECOVERY (1999)
 CA0659
 CA0659'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 CA0659'STATION, RM NO 1, RM NO 2, AND AZIMUTH MARK RECOVERED IN GOOD
 CA0659'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0612 ***********************************************************************
 AO0612  DESIGNATION -  ELM
 AO0612  PID         -  AO0612
 AO0612  STATE/COUNTY-  TX/MCMULLEN
 AO0612  USGS QUAD   -  LOMA ALTA NW (1969)
 AO0612
 AO0612                         *CURRENT SURVEY CONTROL
 AO0612  ___________________________________________________________________
 AO0612* NAD 83(1993)-  28 11 36.73132(N)    098 38 09.93980(W)     ADJUSTED  
 AO0612* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 AO0612  ___________________________________________________________________
 AO0612  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AO0612  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AO0612
 AO0612  HORZ ORDER  -  SECOND
 AO0612
 AO0612.The horizontal coordinates were established by classical geodetic methods
 AO0612.and adjusted by the National Geodetic Survey in February 1996..
 AO0612
 AO0612.The orthometric height was scaled from a topographic map.
 AO0612
 AO0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0612
 AO0612.The geoid height was determined by GEOID03.
 AO0612
 AO0612;                    North         East     Units Scale Factor Converg.
 AO0612;SPC TXSC     - 4,039,978.308   635,732.362   MT  1.00005989   +0 10 41.8
 AO0612;SPC TXSC     -13,254,495.50  2,085,731.92   sFT  1.00005989   +0 10 41.8
 AO0612;SPC TX S     - 5,279,984.085   286,636.014   MT  1.00011103   -0 03 42.4
 AO0612;SPC TX S     -17,322,747.79    940,404.99   sFT  1.00011103   -0 03 42.4
 AO0612;UTM  14      - 3,118,695.287   535,716.122   MT  0.99961574   +0 10 18.9
 AO0612
 AO0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0612!SPC TXSC     -   0.99998816  x   1.00005989  =   1.00004805
 AO0612!SPC TX S     -   0.99998816  x   1.00011103  =   1.00009919
 AO0612!UTM  14      -   0.99998816  x   0.99961574  =   0.99960391
 AO0612
 AO0612:                Primary Azimuth Mark                     Grid Az
 AO0612:SPC TXSC     -  ELM AZ MK                                022 39 11.1
 AO0612:SPC TX S     -  ELM AZ MK                                022 53 35.3
 AO0612:UTM  14      -  ELM AZ MK                                022 39 34.0
 AO0612
 AO0612|---------------------------------------------------------------------|
 AO0612| PID    Reference Object                     Distance      Geod. Az  |
 AO0612|                                                           dddmmss.s |
 AO0612| CV3920 ELM AZ MK                                          0224952.9 |
 AO0612| CV3921 ELM RM 1                             20.039 METERS 08745     |
 AO0612| CV3922 ELM RM 2                             20.187 METERS 16900     |
 AO0612|---------------------------------------------------------------------|
 AO0612
 AO0612                          SUPERSEDED SURVEY CONTROL
 AO0612
 AO0612  NAD 83(1986)-  28 11 36.73549(N)    098 38 09.91537(W) AD(       ) 2
 AO0612  NAD 27      -  28 11 35.71400(N)    098 38 08.85500(W) AD(       ) 2
 AO0612
 AO0612.Superseded values are not recommended for survey control.
 AO0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0612.See file dsdata.txt to determine how the superseded data were derived.
 AO0612
 AO0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS3571618695(NAD 83)
 AO0612_MARKER: DS = TRIANGULATION STATION DISK
 AO0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0612
 AO0612  HISTORY     - Date     Condition        Report By
 AO0612  HISTORY     - 1953     MONUMENTED       CGS
 AO0612  HISTORY     - 1969     GOOD             USGS
 AO0612
 AO0612                          STATION DESCRIPTION
 AO0612
 AO0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0612'THE STATION IS LOCATED ABOUT 18.5 MILES SOUTH OF TILDEN, 3
 AO0612'MILES WEST OF STATE HIGHWAY 173, ON HIGHEST HILL BETWEEN
 AO0612'LEOPARD AND ELM CREEKS.  IT IS ON LAND OWNED BY MR. ROBERT
 AO0612'POENISCH.
 AO0612'
 AO0612'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AO0612'173 AND FARM ROAD 63 IN TILDEN, GO SOUTH ON HIGHWAY 173 FOR 17.2
 AO0612'MILES TO A SIDE ROAD RIGHT AND A SIGN MILES RANCH, TURN RIGHT,
 AO0612'GO WEST ON A GRADED DIRT ROAD FOR 4.4 MILES TO A POINT WHERE
 AO0612'ROAD TURNS RIGHT AND A WIRE GATE IN FENCE LINE STRAIGHT
 AO0612'AHEAD.  LEAVE GRADED ROAD, PASS THROUGH WIRE GATE THEN TURN
 AO0612'SHARP LEFT, GO SOUTHEAST ALONG FENCE LINE ON DIRT ROAD FOR
 AO0612'1.3 MILES TO A WOODEN GATE AT A GROUP OF RANCH BUILDINGS,
 AO0612'PASS THROUGH GATE (AZIMUTH MARK IS TO LEFT ABOUT 30 YARDS
 AO0612'ALONG FENCE LINE.) CONTINUE SOUTHERLY ALONG TRACK ROAD
 AO0612'FOR 0.3 MILE TO TOP OF HILL, AN OLD RANCH HOUSE AND THE
 AO0612'STATION SITE.
 AO0612'
 AO0612'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AO0612'POST PROJECTING 3 INCHES.  IT IS 39 FEET NORTHWEST OF THE NORTHWEST
 AO0612'CORNER OF AN OLD HOUSE, 6 FEET EAST OF A WITNESS POST AND IS
 AO0612'STAMPED ELM 1953.
 AO0612'
 AO0612'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AO0612'POST PROJECTING 3 INCHES.  IT IS 20 FEET NORTH OF THE NORTHEAST
 AO0612'CORNER OF AN OLD HOUSE AND IS STAMPED ELM NO 1 1953.
 AO0612'
 AO0612'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AO0612'CONCRETE POST PROJECTING 3 INCHES.  IT IS 27 FEET SOUTHWEST OF THE
 AO0612'SOUTHWEST CORNER OF AN OLD HOUSE AND IS STAMPED ELM NO 2 1953.
 AO0612'
 AO0612'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AO0612'POST PROJECTING 3 INCHES.  IT IS 61 FEET SOUTH OF AN OLD LARGE
 AO0612'CISTERN, 48 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARM
 AO0612'BUILDING, 5 FEET SOUTH OF A FENCE LINE AND 2 FEET WEST OF A
 AO0612'WITNESS POST.  IT IS STAMPED ELM 1953.
 AO0612'
 AO0612'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 AO0612
 AO0612                          STATION RECOVERY (1969)
 AO0612
 AO0612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AO0612'TO REACH THE STATION FROM THE MC MULLEN COUNTY COURTHOUSE
 AO0612'IN TILDEN, GO SOUTH ON STATE HWY 16, 17.1 MILES TO A COUNTY
 AO0612'ROAD KNOWN AS MILES RANCH ROAD.  GO WEST ALONG THIS ROAD FOR
 AO0612'3.6 MILES TO A T ROAD NORTH.  CONTINUE WEST 0.5 MILES TO A
 AO0612'CORRAL AND GATE ON THE NORTHWEST SIDE OF CORRAL.  PASS THROUGH
 AO0612'THE GATE AND TURN SOUTH AND FOLLOW FENCE LINE ROAD 1.1 MILES
 AO0612'TO ANOTHER CORRAL AND A GATE ON THE SOUTHWEST.  PASS THROUGH
 AO0612'THE GATE AND CONTINUE SOUTH ALONG ROAD 0.3 MILES TO A HOUSE
 AO0612'ON A PROMINENT HILL.  MARK IS 39 FT NORTHEAST OF NORTHWEST
 AO0612'CORNER OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2881 ***********************************************************************
 CS2881  DESIGNATION -  ELM
 CS2881  PID         -  CS2881
 CS2881  STATE/COUNTY-  TX/DALLAS
 CS2881  USGS QUAD   -  CARROLLTON (1981)
 CS2881
 CS2881                         *CURRENT SURVEY CONTROL
 CS2881  ___________________________________________________________________
 CS2881* NAD 83(1993)-  32 52 53.61789(N)    096 56 50.96666(W)     ADJUSTED  
 CS2881* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 CS2881  ___________________________________________________________________
 CS2881  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 CS2881  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CS2881
 CS2881  HORZ ORDER  -  THIRD
 CS2881
 CS2881.The horizontal coordinates were established by classical geodetic methods
 CS2881.and adjusted by the National Geodetic Survey in February 1996..
 CS2881.No horizontal observational check was made to the station.
 CS2881
 CS2881.The orthometric height was scaled from a topographic map.
 CS2881
 CS2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2881
 CS2881.The geoid height was determined by GEOID03.
 CS2881
 CS2881;                    North         East     Units Scale Factor Converg.
 CS2881;SPC TXNC     - 2,135,792.548   745,257.364   MT  0.99987700   +0 50 48.2
 CS2881;SPC TXNC     - 7,007,179.38  2,445,065.20   sFT  0.99987700   +0 50 48.2
 CS2881;UTM  14      - 3,640,024.491   692,009.623   MT  1.00005461   +1 06 52.8
 CS2881
 CS2881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2881!SPC TXNC     -   0.99998366  x   0.99987700  =   0.99986067
 CS2881!UTM  14      -   0.99998366  x   1.00005461  =   1.00003827
 CS2881
 CS2881|---------------------------------------------------------------------|
 CS2881| PID    Reference Object                     Distance      Geod. Az  |
 CS2881|                                                           dddmmss.s |
 CS2881| CY1738 ELM RM 1                             67.178 METERS 06448     |
 CS2881| CY1739 ELM RM 2                             49.378 METERS 15611     |
 CS2881| CY1737 ELM AZ MK                                          3022104.6 |
 CS2881|---------------------------------------------------------------------|
 CS2881
 CS2881                          SUPERSEDED SURVEY CONTROL
 CS2881
 CS2881  NAD 83(1993)-  32 52 53.62048(N)    096 56 50.95214(W) AD(       ) 3
 CS2881  NAD 83(1986)-  32 52 53.62358(N)    096 56 50.95019(W) AD(       ) 3
 CS2881  NAD 27      -  32 52 53.17200(N)    096 56 49.93200(W) AD(       ) 3
 CS2881
 CS2881.Superseded values are not recommended for survey control.
 CS2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2881.See file dsdata.txt to determine how the superseded data were derived.
 CS2881
 CS2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9201040024(NAD 83)
 CS2881_MARKER: DS = TRIANGULATION STATION DISK
 CS2881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2881
 CS2881  HISTORY     - Date     Condition        Report By
 CS2881  HISTORY     - 1947     MONUMENTED       CGS
 CS2881  HISTORY     - 1963     GOOD             CGS
 CS2881  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CS2881  HISTORY     - 1973     GOOD             NGS
 CS2881
 CS2881                          STATION DESCRIPTION
 CS2881
 CS2881'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2881'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF DALLAS,
 CS2881'9 MILES SOUTHEAST OF GRAPEVINE AND 10 MILES NORTH OF GRAND
 CS2881'PRAIRIE ALONG THE SOUTH SIDE OF STATE ROUTE 114, IN THE
 CS2881'SOUTHWEST CORNER OF ITS INTERSECTION WITH O CONNER ROAD.
 CS2881'IT IS 57 PACES WEST OF O CONNER ROAD, 82 FEET SOUTH OF THE
 CS2881'CENTER LINE OF STATE ROUTE 114, 54 FEET EAST OF THE EDGE OF
 CS2881'A POND AND 6.74 FEET SOUTH OF A WITNESS POST.  THE MARK
 CS2881'PROJECTS 2 INCHES AND THE DISK IS STAMPED ELM 1947.
 CS2881'
 CS2881'REFERENCE MARK NO. 1 IS 220.40 FEET SOUTHEAST OF STATION,
 CS2881'26 FEET WEST OF CENTER LINE OF ROAD, 13 FEET EAST OF FENCE
 CS2881'LINE.  THE MARK PROJECTS 3 INCHES AND THE DISC IS STAMPED ELM
 CS2881'NO 1 1947.
 CS2881'
 CS2881'REFERENCE MARK NO. 2 IS 162.39 FEET SOUTH OF STATION, 29
 CS2881'FEET SOUTH OF CENTER LINE OF GRAVEL ROAD, 39 PACES WEST OF EAST
 CS2881'EDGE OF JOE FIELD ROAD AND 6 INCHES NORTH OF FENCE LINE
 CS2881'THE MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED ELM NO 2 1947.
 CS2881'
 CS2881'AZIMUTH MARK IS APPROX. 0.6 MILE NORTHWEST OF STATION ON THE
 CS2881'LEFT OR SOUTH SIDE OF STATE ROUTE 114, IN THE SOUTHEAST CORNER
 CS2881'OF ITS INTERSECTION WITH CARPENTER ROAD, 46 FEET SOUTH OF
 CS2881'CENTER LINE OF ROUTE 114, 52 FEET EAST OF THE CENTERLINE
 CS2881'OF CARPENTER ROAD, 3 FEET NORTH OF FENCE LINE AND 2.3 FEET
 CS2881'EAST OF WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISC
 CS2881'IS STAMPED ELM 1947
 CS2881'
 CS2881'REACHED FROM THE INTERSECTION OF E. 8TH STREET AND MAIN STREET
 CS2881'(U.S. HIGHWAY 80) BY GOING NORTH ON E. 8TH STREET AND BELT LINE
 CS2881'ROAD FOR 11.1 MILES (CROSSING STATE ROUTE 183) TO ITS INTERSECTION
 CS2881'WITH STATE ROUTE 114.  THEN TURN RIGHT OR SOUTHEAST ON STATE
 CS2881'ROUTE 114 FOR 3.1 MILES TO JUNCTION WITH O CONNER ROAD AND
 CS2881'STATION SITE ON THE RIGHT, NEAR SMALL DAM AND POND.
 CS2881'
 CS2881'TO REACH AZIMUTH MARK FROM STATION GO NORTHEAST FOR APPROX.
 CS2881'0.6 MILE ON STATE ROUTE 114.  THE MARK IS ON THE SOUTH SIDE OF
 CS2881'ROAD.
 CS2881'
 CS2881'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2881
 CS2881                          STATION RECOVERY (1963)
 CS2881
 CS2881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2881'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  REFERENCE
 CS2881'MARK NO. 1 AND NO. 2 AND THE AZIMUTH MARK HAVE BEEN DESTROYED.
 CS2881'REFERENCE MARK NO. 1 ORIGINAL DISTANCE AND DIRECTION PUT
 CS2881'THE MARK AT A ROAD INTERSECTION.  IT IS BELIEVED THIS MARK WAS
 CS2881'DESTROYED WHEN THE ROAD WAS BUILT.  THE DISK WAS NOT FOUND.
 CS2881'REFERENCE MARK NO. 2 WAS FOUND TO HAVE BEEN MOVED.  IT IS NOW
 CS2881'179 FEET SOUTH-SOUTHEAST OF THE STATION AND THE ARROW ON THE
 CS2881'DISK IS POINTING TO THE RIGHT OF THE STATION.  THE AZIMUTH
 CS2881'MARK POST WAS FOUND TO HAVE BEEN BROKEN OFF ABOUT 2 INCHES
 CS2881'BELOW THE SURFACE OF THE GROUND.  THE DISK WAS NOT FOUND.
 CS2881'
 CS2881'ADDITIONAL MEASUREMENTS WERE MADE TO THE STATION MARK FOR
 CS2881'FUTURE RECOVERY AS FOLLOWS--THE STATION MARK IS A STANDARD
 CS2881'DISK STAMPED ELM 1947, IS SET IN A 12 IN X 12 IN CONCRETE
 CS2881'POST WHICH PROJECTS ABOUT 1 INCH.  IT IS 236 FEET WEST OF
 CS2881'THE CENTER LINE OF O CONNER ROAD, 120 FEET NORTH OF THE CENTER
 CS2881'LINE OF A BLACK-TOP ROAD, 82 FEET SOUTH OF THE CENTER LINE
 CS2881'OF STATE HIGHWAY 114, AND 20 FEET EAST OF THE EAST EDGE OF
 CS2881'A SMALL POND.
 CS2881'
 CS2881'THE STATION WAS REACHED FROM THE INTERSECTION OF E. 8TH STREET
 CS2881'AND MAIN STREET IN GRAND PRAIRIE, BY GOING NORTH ON E. 8TH
 CS2881'STREET (BELT LINE ROAD) FOR ABOUT 6-1/2 MILES TO THE OVERPASS
 CS2881'OF STATE HIGHWAY 183, THENCE NORTH ON THE BELT LINE ROAD FOR
 CS2881'4.55 MILES TO THE JUNCTION OF STATE HIGHWAY 114, THENCE TURN
 CS2881'RIGHT, SOUTHEAST, AND FOLLOW STATE HIGHWAY 114 FOR 2.95 MILES TO
 CS2881'THE STATION ON THE RIGHT.
 CS2881
 CS2881                          STATION RECOVERY (1966)
 CS2881
 CS2881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2881'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CS2881'REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND
 CS2881'TO HAVE BEEN DESTROYED.  THE STATION WAS FOUND TO BE IN THE
 CS2881'AREA OF ROAD CONSTRUCTION ALONG STATE HIGHWAY 114.  THE STATION
 CS2881'MARK WAS LEFT INTACT BUT WILL PROBABLY BE DESTROYED WHEN
 CS2881'CONSTRUCTION WORKS BEGINS.
 CS2881'
 CS2881'A NEW TRIANGULATION STATION ELM 2 WAS SET OUT OF THE AREA
 CS2881'OF CONSTRUCTION AND A TRAVERSE CONNECTION WAS MADE TO STATION
 CS2881'ELM, DISTANCE BEING 190.074 METERS (623.60 FEET.) SOUTHWEST
 CS2881'OF STATION ELM.
 CS2881
 CS2881                          STATION RECOVERY (1973)
 CS2881
 CS2881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 CS2881'NEW DESCRIPTION FOR STATION ELM AS FOLLOWS.  187.2 FEET OF THE
 CS2881'NORTHERLY MOST ONE OF FOUR CONCRETE COLLUMS SUPPORTING AN OVERPASS
 CS2881'BRIDGE, 224.0 FEET OF THE CENTERLINE INTERSECTION OF O CONNER
 CS2881'ROAD AND HWY SPUR 348,82.0 FEET SSW OF HWY SPUR 348 AND .80
 CS2881'FEET BELOW GROUND LEVEL.
 CS2881'
 CS2881'REFERENCE MARKS WERE SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1940 ***********************************************************************
 FL1940  DESIGNATION -  ELM
 FL1940  PID         -  FL1940
 FL1940  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1940  USGS QUAD   -  LUTIE (1964)
 FL1940
 FL1940                         *CURRENT SURVEY CONTROL
 FL1940  ___________________________________________________________________
 FL1940* NAD 83(1993)-  35 05 25.68579(N)    100 09 35.72652(W)     ADJUSTED  
 FL1940* NAVD 88     -       670.     (meters)    2198.     (feet)  SCALED    
 FL1940  ___________________________________________________________________
 FL1940  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FL1940  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 FL1940
 FL1940  HORZ ORDER  -  SECOND
 FL1940
 FL1940.The horizontal coordinates were established by classical geodetic methods
 FL1940.and adjusted by the National Geodetic Survey in February 1996..
 FL1940
 FL1940.The orthometric height was scaled from a topographic map.
 FL1940
 FL1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1940
 FL1940.The geoid height was determined by GEOID03.
 FL1940
 FL1940;                    North         East     Units Scale Factor Converg.
 FL1940;SPC TX N     - 1,121,801.174   322,185.637   MT  0.99992711   +0 46 35.8
 FL1940;SPC TX N     - 3,680,442.69  1,057,037.38   sFT  0.99992711   +0 46 35.8
 FL1940;UTM  14      - 3,883,691.021   394,269.171   MT  0.99973777   -0 40 00.7
 FL1940
 FL1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1940!SPC TX N     -   0.99989898  x   0.99992711  =   0.99982610
 FL1940!UTM  14      -   0.99989898  x   0.99973777  =   0.99963678
 FL1940
 FL1940|---------------------------------------------------------------------|
 FL1940| PID    Reference Object                     Distance      Geod. Az  |
 FL1940|                                                           dddmmss.s |
 FL1940| CK8629 ELM RM 1                              8.751 METERS 13154     |
 FL1940| CK8628 ELM AZ MK                                          1580427.4 |
 FL1940| CK8630 ELM RM 2                              9.359 METERS 23049     |
 FL1940|---------------------------------------------------------------------|
 FL1940
 FL1940                          SUPERSEDED SURVEY CONTROL
 FL1940
 FL1940  NAD 83(1993)-  35 05 25.68634(N)    100 09 35.72645(W) AD(       ) 2
 FL1940  NAD 83(1986)-  35 05 25.68917(N)    100 09 35.71796(W) AD(       ) 2
 FL1940  NAD 27      -  35 05 25.50000(N)    100 09 34.30700(W) AD(       ) 2
 FL1940
 FL1940.Superseded values are not recommended for survey control.
 FL1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1940.See file dsdata.txt to determine how the superseded data were derived.
 FL1940
 FL1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD9426983691(NAD 83)
 FL1940_MARKER: DS = TRIANGULATION STATION DISK
 FL1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1940
 FL1940  HISTORY     - Date     Condition        Report By
 FL1940  HISTORY     - 1951     MONUMENTED       CGS
 FL1940
 FL1940                          STATION DESCRIPTION
 FL1940
 FL1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1940'THE STATION IS ABOUT 9.5 MILES AIR LINE SOUTHEAST OF SHAMROCK.
 FL1940'4 MILES EAST OF U.S. HIGHWAY 83.  1-1/2 MILES SOUTH OF ELM
 FL1940'CREEK AND 1/2 MILE NORTH OF AN EAST-WEST DIRT ROAD.  IT IS ON
 FL1940'THE HIGHEST PART OF A PASTURE HILL THAT IS OWNED BY MR. W.E.
 FL1940'BRASHEARS.  THE STATION MARK, STAMPED ELM 1951, IS A BRONZE
 FL1940'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 FL1940'AND IS 5 FEET NORTHWEST OF A WHITE WITNESS POST.
 FL1940'
 FL1940'REFERENCE MARK NO. 1, STAMPED ELM NO 1 1951, IS A BRONZE
 FL1940'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 FL1940'AND IS AT THE SAME ELEVATION AS THE STATION.
 FL1940'
 FL1940'REFERENCE MARK NO. 2, STAMPED ELM NO 2 1951, IS A BRONZE
 FL1940'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES AND
 FL1940'IS 1 FOOT LOWER THAN THE STATION.
 FL1940'
 FL1940'THE AZIMUTH MARK, STAMPED ELM 1951, IS A BRONZE DISK SET IN
 FL1940'A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 0.15
 FL1940'MILE SOUTH OF SOME FARM BUILDINGS.  25 FEET EAST OF THE CENTER
 FL1940'OF A PRIVATE DRIVEWAY.  2 FEET NORTHWEST OF A WHITE WITNESS
 FL1940'POST AND 1 FOOT WEST OF A POWER POLE.
 FL1940'
 FL1940'TO REACH THE STATION FROM THE WATER TANK IN SHAMROCK GO SOUTH
 FL1940'ON U.S. HIGHWAY 83 FOR 8.25 MILES TO CROSSROADS.  TURN LEFT,
 FL1940'EAST, FOR 1.0 MILE.  TURN RIGHT, SOUTH, AND GO SOUTH AND EAST
 FL1940'FOR 1.5 MILES, AGAIN, TURN RIGHT, SOUTH, AND GO 1.0 MILE TO A
 FL1940'T ROAD LEFT, EAST.  GO 2.1 MILES TO CROSSROADS.  CONTINUE EAST
 FL1940'ACROSS THE CATTLE GUARD AND GO 0.65 MILE TO A PRIVATE DRIVEWAY
 FL1940'INTO A FARM YARD ABOUT 0.3 MILE NORTH OF THE ROAD.  TURN LEFT,
 FL1940'NORTH AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FL1940'CONTINUE NORTH 0.2 MILE, PASSING TO THE RIGHT OF THE FARM
 FL1940'HOUSE, TO A WIRE GATE NORTHEAST OF THE HOUSE.  PASS
 FL1940'THROUGH THE GATE INTO THE PASTURE AND FOLLOW THE TRACK ROAD
 FL1940'NORTHEAST AND NORTH FOR 0.3 MILE.  TURN LEFT, WEST, AND GO
 FL1940'ACROSS COUNTRY FOR 0.3 MILE TO THE TOP OF THE KNOLL AND THE
 FL1940'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7279 ***********************************************************************
 AC7279  DESIGNATION -  ELM
 AC7279  PID         -  AC7279
 AC7279  STATE/COUNTY-  TX/LAMPASAS
 AC7279  USGS QUAD   -  IZORO (1976)
 AC7279
 AC7279                         *CURRENT SURVEY CONTROL
 AC7279  ___________________________________________________________________
 AC7279* NAD 83(1993)-  31 21 55.53268(N)    098 07 28.66362(W)     ADJUSTED  
 AC7279* NAVD 88     -       449.2    (meters)    1474.     (feet)  VERTCON   
 AC7279  ___________________________________________________________________
 AC7279  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 AC7279  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AC7279
 AC7279  HORZ ORDER  -  SECOND
 AC7279
 AC7279.The horizontal coordinates were established by classical geodetic methods
 AC7279.and adjusted by the National Geodetic Survey in March 1997..
 AC7279
 AC7279.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7279
 AC7279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7279
 AC7279.The geoid height was determined by GEOID03.
 AC7279
 AC7279;                    North         East     Units Scale Factor Converg.
 AC7279;SPC TX C     - 3,190,403.603   910,097.596   MT  0.99990185   +1 08 15.4
 AC7279;SPC TX C     -10,467,182.49  2,985,878.53   sFT  0.99990185   +1 08 15.4
 AC7279;UTM  14      - 3,470,432.457   583,249.365   MT  0.99968548   +0 27 20.3
 AC7279
 AC7279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7279!SPC TX C     -   0.99993360  x   0.99990185  =   0.99983546
 AC7279!UTM  14      -   0.99993360  x   0.99968548  =   0.99961910
 AC7279
 AC7279                          SUPERSEDED SURVEY CONTROL
 AC7279
 AC7279  NGVD 29 (03/17/97)  449.1    (m)         1473.     (f) VERT ANG       
 AC7279
 AC7279.Superseded values are not recommended for survey control.
 AC7279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7279.See file dsdata.txt to determine how the superseded data were derived.
 AC7279
 AC7279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8324970432(NAD 83)
 AC7279_MARKER: DS = TRIANGULATION STATION DISK
 AC7279
 AC7279  HISTORY     - Date     Condition        Report By
 AC7279  HISTORY     - 1953     MONUMENTED       USGS
 AC7279
 AC7279                          STATION DESCRIPTION
 AC7279
 AC7279'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AC7279'THE STATION IS LOCATED APPROXIMATELY 12 MI. BY RD. N. AND E. OF
 AC7279'ADAMSVILLE, TEXAS, ON A BROAD, BRUSHY RIDGE RUNNING N. TO S., 600 FT.
 AC7279'N. OF A POINT WHERE A BULLDOZED RD. CROSSES THE SUMMIT OF THE RIDGE,
 AC7279'AND ON THE HIGHEST POINT IN THE VICINITY.  THE BRUSH IN THE VICINITY
 AC7279'OF THE STATION WAS BULLDOZED IN THE PAST, BUT HAS NOW GROWN BACK, AND
 AC7279'THE LAND IS NOW USED AS A GOAT PASTURE BY THE OWNER, ELIJAH CHAMBERS.
 AC7279'TO REACH THE STATION FROM ADAMSVILLE, TAKE U.S. HIGHWAY 281 N. FOR 7.3
 AC7279'MI. TO A GRADED DIRT RD. INTERSECTION ON THE RIGHT (THIS INTERSECTION
 AC7279'IS 0.7 MI. N. OF --HINES CHAPEL CEMETERY--).  TURN RIGHT ON DIRT RD.
 AC7279'AND GO NE. FOR 0.4 MI. TO A RIGHT ANGLE CURVE TO RIGHT (SE.).  TURN
 AC7279'RIGHT AND GO 0.3 MI. TO A RIGHT ANGLE CURVE TO LEFT (NE.).  TURN LEFT
 AC7279'AND GO 1.4 MI. TO A RIGHT ANGLE CURVE TO RIGHT (SE.).  TURN RIGHT AND
 AC7279'FOLLOW MAIN RD. 1.3 MI. TO END OF GRADED RD. AT A Y-INTERSECTION OF
 AC7279'TRACK RDS.  TAKE TRACK RD. TO RIGHT (SE.) 0.2 MI. TO ELIJAH CHAMBERS
 AC7279'RESIDENCE.  ENTER A WOODEN GATE AND DRIVE BETWEEN THE HOUSE AND BARN
 AC7279'250 FT. TO A SECOND WOODEN GATE AT THE ENTRANCE TO A LANE.  DRIVE
 AC7279'THROUGH THE SECOND GATE AND FOLLOW THE RD. UP THE RIDGE S-SE. 0.6 MI.
 AC7279'TO A WOODEN GATE, WHICH IS APPROXIMATELY 250 FT. NW. OF A WINDMLL.
 AC7279'ENTER GATE AND TAKE A BULLDOZED RD. E. FOR 0.6 MI. TO THE SUMMIT OF
 AC7279'THE RIDGE.  THE STATION IS 600 FT. N. OF THIS POINT.
 AC7279'STATION MARK--A USGS TABLET STAMPED---ELM 1953---, SET IN A CONCRETE
 AC7279'POST PROJECTING 6 IN.  STATION ELEVATION WAS STAMPED---VABM 1474---.
 AC7279'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5790 ***********************************************************************
 AW5790  DESIGNATION -  ELM 1933
 AW5790  PID         -  AW5790
 AW5790  STATE/COUNTY-  TX/GALVESTON
 AW5790  USGS QUAD   -  FLAKE (1994)
 AW5790
 AW5790                         *CURRENT SURVEY CONTROL
 AW5790  ___________________________________________________________________
 AW5790* NAD 83(1993)-  29 28 33.57294(N)    094 40 26.27772(W)     ADJUSTED  
 AW5790* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5790  ___________________________________________________________________
 AW5790  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW5790  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW5790
 AW5790  HORZ ORDER  -  THIRD
 AW5790
 AW5790.The horizontal coordinates were established by classical geodetic methods
 AW5790.and adjusted by the National Geodetic Survey in February 1996..
 AW5790
 AW5790.The orthometric height was scaled from a topographic map.
 AW5790
 AW5790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5790
 AW5790.The geoid height was determined by GEOID03.
 AW5790
 AW5790;                    North         East     Units Scale Factor Converg.
 AW5790;SPC TXSC     - 4,189,808.333 1,019,426.571   MT  0.99986626   +2 07 09.8
 AW5790;SPC TXSC     -13,746,062.84  3,344,568.68   sFT  0.99986626   +2 07 09.8
 AW5790;UTM  15      - 3,261,890.236   337,696.407   MT  0.99992505   -0 49 25.9
 AW5790
 AW5790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5790!SPC TXSC     -   1.00000406  x   0.99986626  =   0.99987032
 AW5790!UTM  15      -   1.00000406  x   0.99992505  =   0.99992911
 AW5790
 AW5790                          SUPERSEDED SURVEY CONTROL
 AW5790
 AW5790  NAD 83(1993)-  29 28 33.58612(N)    094 40 26.25923(W) AD(       ) 3
 AW5790  NAD 83(1986)-  29 28 33.58973(N)    094 40 26.25834(W) AD(       ) 3
 AW5790  NAD 27      -  29 28 32.75300(N)    094 40 25.56100(W) AD(       ) 3
 AW5790
 AW5790.Superseded values are not recommended for survey control.
 AW5790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5790.See file dsdata.txt to determine how the superseded data were derived.
 AW5790
 AW5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3769661890(NAD 83)
 AW5790_MARKER: DS = TRIANGULATION STATION DISK
 AW5790_SETTING: 0 = UNSPECIFIED SETTING
 AW5790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5790
 AW5790  HISTORY     - Date     Condition        Report By
 AW5790  HISTORY     - 1933     MONUMENTED       CGS
 AW5790  HISTORY     - 1947     GOOD             CGS
 AW5790  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5790  HISTORY     - 1963     MARK NOT FOUND   PHILIP
 AW5790  HISTORY     - 20031009 MARK NOT FOUND   USPSQD
 AW5790
 AW5790                          STATION DESCRIPTION
 AW5790
 AW5790'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5790'STATION IS ON THE S SHORE OF EAST BAY, AT ELM GROVE, 3-1/4 MILES NW
 AW5790'OF PATTON RAILROAD STATION, 37 METERS E OF MOUTH OF A BAYOU,
 AW5790'AND 40 METERS S OF THE BAY SHORE.
 AW5790'
 AW5790'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW5790'IN CONCRETE.
 AW5790'
 AW5790'NO REFERENCE MARK WAS SET.
 AW5790'
 AW5790'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 AW5790
 AW5790                          STATION RECOVERY (1947)
 AW5790
 AW5790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5790'STATION RECOVERED IN THE IMMEDIATE LOCALITY DESCRIBED.  THE
 AW5790'STATION IS IN GOOD CONDITION, ALTHOUGH ABOUT 2 INCHES UNDER
 AW5790'WATER AND MUD OF THE MARSH.  IT IS ON THE E SIDE OF THE LONGEST
 AW5790'BAYOU IN ELMGROVE POINT, ABOUT 37 METERS E OF THE E SHORE OF
 AW5790'THE BAYOU, 50 METERS SSE OF THE FIRST PROMINENT POINT AT
 AW5790'THE E SIDE OF THE MOUTH OF THE BAYOU, AND 20 METERS INLAND
 AW5790'PERPENDICULAR TO THE SHORELINE BETWEEN THE BAYOU PROPER
 AW5790'AND THE POINT MENTIONED ABOVE.  THERE IS A 4-INCH BOARD
 AW5790'PROJECTING FROM THE MARSH ON EITHER SIDE OF THE MONUMENT.
 AW5790
 AW5790                          STATION RECOVERY (1960)
 AW5790
 AW5790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5790'DESTROYED.  THE MARK WAS FOUND WASHED OUT ABOUT 15 FEET
 AW5790'OUT IN THE BAY.
 AW5790
 AW5790                          STATION RECOVERY (1963)
 AW5790
 AW5790'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1963 (JGM)
 AW5790'STATION IS NOW ON THE BANK OF EAST BAY IN THE EDGE OF MARSH
 AW5790'GRASS AND AWASH AT HIGH TIDE.
 AW5790
 AW5790                          STATION RECOVERY (2003)
 AW5790
 AW5790'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW5790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2883 ***********************************************************************
 CS2883  DESIGNATION -  ELM 2
 CS2883  PID         -  CS2883
 CS2883  STATE/COUNTY-  TX/DALLAS
 CS2883  USGS QUAD   -  CARROLLTON (1981)
 CS2883
 CS2883                         *CURRENT SURVEY CONTROL
 CS2883  ___________________________________________________________________
 CS2883* NAD 83(1993)-  32 52 48.16601(N)    096 56 54.39056(W)     ADJUSTED  
 CS2883* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 CS2883  ___________________________________________________________________
 CS2883  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 CS2883  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CS2883
 CS2883  HORZ ORDER  -  THIRD
 CS2883
 CS2883.The horizontal coordinates were established by classical geodetic methods
 CS2883.and adjusted by the National Geodetic Survey in February 1996..
 CS2883.No horizontal observational check was made to the station.
 CS2883
 CS2883.The orthometric height was scaled from a topographic map.
 CS2883
 CS2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2883
 CS2883.The geoid height was determined by GEOID03.
 CS2883
 CS2883;                    North         East     Units Scale Factor Converg.
 CS2883;SPC TXNC     - 2,135,623.320   745,170.865   MT  0.99987708   +0 50 46.4
 CS2883;SPC TXNC     - 7,006,624.18  2,444,781.41   sFT  0.99987708   +0 50 46.4
 CS2883;UTM  14      - 3,639,854.831   691,923.901   MT  1.00005420   +1 06 50.7
 CS2883
 CS2883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2883!SPC TXNC     -   0.99998194  x   0.99987708  =   0.99985902
 CS2883!UTM  14      -   0.99998194  x   1.00005420  =   1.00003614
 CS2883
 CS2883|---------------------------------------------------------------------|
 CS2883| PID    Reference Object                     Distance      Geod. Az  |
 CS2883|                                                           dddmmss.s |
 CS2883| CS2881 ELM                                 190.076 METERS 02755     |
 CS2883| CY1740 ELM 2 RM 3                           19.374 METERS 15832     |
 CS2883| CS2893 RADIO STA WFAA WBAP TRANSM TWR      APPROX. 8.5 KM 3004606.6 |
 CS2883| CY1741 ELM 2 RM 4                           18.156 METERS 33657     |
 CS2883|---------------------------------------------------------------------|
 CS2883
 CS2883                          SUPERSEDED SURVEY CONTROL
 CS2883
 CS2883  NAD 83(1993)-  32 52 48.16861(N)    096 56 54.37604(W) AD(       ) 3
 CS2883  NAD 83(1986)-  32 52 48.17174(N)    096 56 54.37406(W) AD(       ) 3
 CS2883  NAD 27      -  32 52 47.72000(N)    096 56 53.35600(W) AD(       ) 3
 CS2883
 CS2883.Superseded values are not recommended for survey control.
 CS2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2883.See file dsdata.txt to determine how the superseded data were derived.
 CS2883
 CS2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9192439855(NAD 83)
 CS2883_MARKER: DS = TRIANGULATION STATION DISK
 CS2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2883
 CS2883  HISTORY     - Date     Condition        Report By
 CS2883  HISTORY     - 1966     MONUMENTED       CGS
 CS2883  HISTORY     - 1972     GOOD             NGS
 CS2883  HISTORY     - 20000209 MARK NOT FOUND   USPSQD
 CS2883
 CS2883                          STATION DESCRIPTION
 CS2883
 CS2883'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2883'THE STATION IS ABOUT 11 MILES NORTHWEST OF DALLAS, 9 MILES
 CS2883'SOUTHEAST OF GRAPEVINE, AND 10 MILES NORTH OF GRAND PRAIRIE,
 CS2883'ON THE NORTH SLOPE OF A HILL, ABOUT 0.15 MILE SOUTHEAST OF
 CS2883'THE INTERSECTION OF STATE HIGHWAY 114 AND O CONNER ROAD.
 CS2883'
 CS2883'TO REACH THE STATION FROM THE POST OFFICE IN GRAPEVINE, GO
 CS2883'NORTH AND EAST ON STATE HIGHWAY 121 FOR 0.9 MILE TO THE JUNCTION
 CS2883'OF BUSINESS ROUTE 114.  TURN RIGHT, GO SOUTHEAST ON BUSINESS
 CS2883'ROUTE 114 FOR 1.8 MILES TO STATE HIGHWAY 114.  TURN LEFT,
 CS2883'EASTERLY, AND GO 6.5 MILES ON STATE HIGHWAY 114 TO THE STATION
 CS2883'ON THE RIGHT.
 CS2883'
 CS2883'STATION MARKS ARE STANDARD DISKS STAMPED ELM 2 1966.  THE
 CS2883'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CS2883'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CS2883'IT IS ABOUT 130 FEET NORTH OF THE SUMMIT OF HILL, 2 FEET
 CS2883'EAST OF THE RIGHT-OF-WAY FENCE LINE, AND 2 FEET SOUTHEAST
 CS2883'OF A METAL WITNESS POST.  THE UNDER GROUND DISK IS SET IN AN
 CS2883'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 CS2883'GROUND.
 CS2883'
 CS2883'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ELM 2 NO 3 1966,
 CS2883'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT
 CS2883'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 65
 CS2883'FEET NORTH OF THE SUMMIT OF HILL, 1 FOOT EAST OF THE RIGHT-OF-WAY
 CS2883'FENCE LINE, AND IS ABOUT 3 FEET HIGHER THAN THE STATION MARK.
 CS2883'
 CS2883'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ELM 2 NO 4
 CS2883'1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS2883'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT
 CS2883'190 FEET NORTH OF THE SUMMIT OF HILL, 1 FOOT SOUTH OF A HIGHWAY
 CS2883'RIGHT-OF-WAY POST, 1 FOOT EAST OF THE FENCE LINE, AND IS ABOUT
 CS2883'4 FEET LOWER THAN THE STATION MARK.
 CS2883
 CS2883                          STATION RECOVERY (1972)
 CS2883
 CS2883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ALS)
 CS2883'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS2883'
 CS2883'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 CS2883'SOUTHEAST OF GRAPEVINE
 CS2883
 CS2883                          STATION RECOVERY (2000)
 CS2883
 CS2883'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0658 ***********************************************************************
 CA0658  DESIGNATION -  ELM RM 1
 CA0658  PID         -  CA0658
 CA0658  STATE/COUNTY-  TX/RUNNELS
 CA0658  USGS QUAD   -  WINTERS (1987)
 CA0658
 CA0658                         *CURRENT SURVEY CONTROL
 CA0658  ___________________________________________________________________
 CA0658* NAD 83(1986)-  31 58 20.     (N)    099 54 00.     (W)     SCALED    
 CA0658* NAVD 88     -       572.944  (meters)    1879.73   (feet)  ADJUSTED  
 CA0658  ___________________________________________________________________
 CA0658  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CA0658  DYNAMIC HT  -         572.196 (meters)    1877.28  (feet)  COMP
 CA0658  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 CA0658
 CA0658  VERT ORDER  -  SECOND    CLASS 0
 CA0658
 CA0658.The horizontal coordinates were scaled from a topographic map and have
 CA0658.an estimated accuracy of +/- 6 seconds.
 CA0658
 CA0658.The orthometric height was determined by differential leveling
 CA0658.and adjusted by the National Geodetic Survey in June 1991..
 CA0658
 CA0658.The geoid height was determined by GEOID03.
 CA0658
 CA0658.The dynamic height is computed by dividing the NAVD 88
 CA0658.geopotential number by the normal gravity value computed on the
 CA0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0658.degrees latitude (g = 980.6199 gals.).
 CA0658
 CA0658.The modeled gravity was interpolated from observed gravity values.
 CA0658
 CA0658;                    North         East    Units  Estimated Accuracy
 CA0658;SPC TX C     - 3,255,680.      740,960.      MT  (+/- 180 meters Scaled)
 CA0658
 CA0658                          SUPERSEDED SURVEY CONTROL
 CA0658
 CA0658  NGVD 29 (??/??/92)  572.830  (m)         1879.36   (f) ADJ UNCH    2 0
 CA0658
 CA0658.Superseded values are not recommended for survey control.
 CA0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0658.See file dsdata.txt to determine how the superseded data were derived.
 CA0658
 CA0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA149377(NAD 83)
 CA0658_MARKER: DR = REFERENCE MARK DISK
 CA0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0658_STAMPING: ELM NO 1 1961
 CA0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0658+STABILITY: SURFACE MOTION
 CA0658
 CA0658  HISTORY     - Date     Condition        Report By
 CA0658  HISTORY     - 1961     MONUMENTED       CGS
 CA0658
 CA0658                          STATION DESCRIPTION
 CA0658
 CA0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CA0658'4.7 MI E FROM WINTERS.
 CA0658'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CA0658'THENCE 0.8 MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 3.8 MILES EAST
 CA0658'ALONG FARM ROAD 1770, 116.2 FEET SOUTHWEST OF A TRIANGULATION STATION,
 CA0658'51 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHEAST OF A
 CA0658'POWER POLE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES
 CA0658'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0660 ***********************************************************************
 CA0660  DESIGNATION -  ELM RM 2
 CA0660  PID         -  CA0660
 CA0660  STATE/COUNTY-  TX/RUNNELS
 CA0660  USGS QUAD   -  WINTERS (1987)
 CA0660
 CA0660                         *CURRENT SURVEY CONTROL
 CA0660  ___________________________________________________________________
 CA0660* NAD 83(1986)-  31 58 20.     (N)    099 54 00.     (W)     SCALED    
 CA0660* NAVD 88     -       573.264  (meters)    1880.78   (feet)  ADJUSTED  
 CA0660  ___________________________________________________________________
 CA0660  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CA0660  DYNAMIC HT  -         572.516 (meters)    1878.33  (feet)  COMP
 CA0660  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 CA0660
 CA0660  VERT ORDER  -  SECOND    CLASS 0
 CA0660
 CA0660.The horizontal coordinates were scaled from a topographic map and have
 CA0660.an estimated accuracy of +/- 6 seconds.
 CA0660
 CA0660.The orthometric height was determined by differential leveling
 CA0660.and adjusted by the National Geodetic Survey in June 1991..
 CA0660
 CA0660.The geoid height was determined by GEOID03.
 CA0660
 CA0660.The dynamic height is computed by dividing the NAVD 88
 CA0660.geopotential number by the normal gravity value computed on the
 CA0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0660.degrees latitude (g = 980.6199 gals.).
 CA0660
 CA0660.The modeled gravity was interpolated from observed gravity values.
 CA0660
 CA0660;                    North         East    Units  Estimated Accuracy
 CA0660;SPC TX C     - 3,255,680.      740,960.      MT  (+/- 180 meters Scaled)
 CA0660
 CA0660                          SUPERSEDED SURVEY CONTROL
 CA0660
 CA0660  NGVD 29 (??/??/92)  573.150  (m)         1880.41   (f) ADJ UNCH    2 0
 CA0660
 CA0660.Superseded values are not recommended for survey control.
 CA0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0660.See file dsdata.txt to determine how the superseded data were derived.
 CA0660
 CA0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA149377(NAD 83)
 CA0660_MARKER: DR = REFERENCE MARK DISK
 CA0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0660_STAMPING: ELM NO 2 1961
 CA0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0660+STABILITY: SURFACE MOTION
 CA0660
 CA0660  HISTORY     - Date     Condition        Report By
 CA0660  HISTORY     - 1961     MONUMENTED       CGS
 CA0660
 CA0660                          STATION DESCRIPTION
 CA0660
 CA0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CA0660'4.7 MI E FROM WINTERS.
 CA0660'0.1 MILE EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CA0660'THENCE 0.8 MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 3.8 MILES EAST
 CA0660'ALONG FARM ROAD 1770, 112.2 FEET NORTHWEST OF A TRIANGULATION STATION,
 CA0660'54 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF THE
 CA0660'CENTER OF A SIDE ROAD, 3.5 FEET NORTH OF A TELEPHONE POLE, SET IN TOP
 CA0660'OF A SQUARE CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0991 ***********************************************************************
 CA0991  DESIGNATION -  ELM USGS 1967
 CA0991  PID         -  CA0991
 CA0991  STATE/COUNTY-  TX/LAMPASAS
 CA0991  USGS QUAD   -  IZORO (1976)
 CA0991
 CA0991                         *CURRENT SURVEY CONTROL
 CA0991  ___________________________________________________________________
 CA0991* NAD 83(1993)-  31 21 55.66382(N)    098 07 28.60770(W)     ADJUSTED  
 CA0991* NAVD 88     -       449.6    (meters)    1475.     (feet)  VERTCON   
 CA0991  ___________________________________________________________________
 CA0991  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 CA0991  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CA0991
 CA0991  HORZ ORDER  -  SECOND
 CA0991
 CA0991.The horizontal coordinates were established by classical geodetic methods
 CA0991.and adjusted by the National Geodetic Survey in February 1996..
 CA0991
 CA0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0991
 CA0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0991
 CA0991.The geoid height was determined by GEOID03.
 CA0991
 CA0991;                    North         East     Units Scale Factor Converg.
 CA0991;SPC TX C     - 3,190,407.670   910,098.993   MT  0.99990186   +1 08 15.4
 CA0991;SPC TX C     -10,467,195.83  2,985,883.11   sFT  0.99990186   +1 08 15.4
 CA0991;UTM  14      - 3,470,436.506   583,250.810   MT  0.99968548   +0 27 20.4
 CA0991
 CA0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0991!SPC TX C     -   0.99993354  x   0.99990186  =   0.99983540
 CA0991!UTM  14      -   0.99993354  x   0.99968548  =   0.99961904
 CA0991
 CA0991                          SUPERSEDED SURVEY CONTROL
 CA0991
 CA0991  NAD 83(1986)-  31 21 55.67290(N)    098 07 28.59153(W) AD(       ) 2
 CA0991  NAD 27      -  31 21 55.08335(N)    098 07 27.47749(W) AD(       ) 2
 CA0991  NGVD 29 (07/19/86)  449.5    (m)         1475.     (f) VERT ANG       
 CA0991
 CA0991.Superseded values are not recommended for survey control.
 CA0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0991.See file dsdata.txt to determine how the superseded data were derived.
 CA0991
 CA0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8325170437(NAD 83)
 CA0991_MARKER: Z = SEE DESCRIPTION
 CA0991_SETTING: 0 = UNSPECIFIED SETTING
 CA0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0991
 CA0991  HISTORY     - Date     Condition        Report By
 CA0991  HISTORY     - 1967     MONUMENTED       USGS
 CA0991
 CA0991                          STATION DESCRIPTION
 CA0991
 CA0991'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LGB)
 CA0991'REACHED FROM THE POST OFFICE IN EVANT, BY GOING SOUTH ON
 CA0991'U.S. HIGHWAY 281 FOR 6.5 MILES, THENCE EAST GRAVELED ROAD FOR 2.7
 CA0991'MILES TO A FORK, THENCE SOUTH FOR 0.55 MILE TO A GATE, THENCE
 CA0991'SOUTHEASTERLY FOR 0.75 MILE TO A GATE, THENCE EASTERLY FOR
 CA0991'0.65 MILE TO A DIM FORK, THENCE NORTHWEST FOR 0.1 MILE TO THE
 CA0991'MARK.  IT IS 222 FEET NORTH OF THE CENTER OF A TRACK ROAD AND
 CA0991'103 FEET SOUTHEAST OF A POWER LINE POLE.
 CA0991'
 CA0991'NOTE--A USGS BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1844 ***********************************************************************
 AY1844  DESIGNATION -  ELMENDORF NW BASE
 AY1844  PID         -  AY1844
 AY1844  STATE/COUNTY-  TX/BEXAR
 AY1844  USGS QUAD   -  ELMENDORF (1992)
 AY1844
 AY1844                         *CURRENT SURVEY CONTROL
 AY1844  ___________________________________________________________________
 AY1844* NAD 83(1993)-  29 16 50.21013(N)    098 21 29.56620(W)     ADJUSTED  
 AY1844* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 AY1844  ___________________________________________________________________
 AY1844  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AY1844  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY1844
 AY1844  HORZ ORDER  -  FIRST
 AY1844
 AY1844.The horizontal coordinates were established by classical geodetic methods
 AY1844.and adjusted by the National Geodetic Survey in February 1996..
 AY1844
 AY1844.The orthometric height was scaled from a topographic map.
 AY1844
 AY1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1844
 AY1844.The geoid height was determined by GEOID03.
 AY1844
 AY1844;                    North         East     Units Scale Factor Converg.
 AY1844;SPC TXSC     - 4,160,568.010   662,356.578   MT  0.99986369   +0 18 51.9
 AY1844;SPC TXSC     -13,650,130.21  2,173,081.54   sFT  0.99986369   +0 18 51.9
 AY1844;UTM  14      - 3,239,246.655   562,341.131   MT  0.99964796   +0 18 50.0
 AY1844
 AY1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1844!SPC TXSC     -   0.99997716  x   0.99986369  =   0.99984085
 AY1844!UTM  14      -   0.99997716  x   0.99964796  =   0.99962512
 AY1844
 AY1844:                Primary Azimuth Mark                     Grid Az
 AY1844:SPC TXSC     -  ELMENDORF NW BASE AZ MK                  072 58 45.3
 AY1844:UTM  14      -  ELMENDORF NW BASE AZ MK                  072 58 47.2
 AY1844
 AY1844|---------------------------------------------------------------------|
 AY1844| PID    Reference Object                     Distance      Geod. Az  |
 AY1844|                                                           dddmmss.s |
 AY1844| CV3923 ELMENDORF NW BASE AZ MK                            0731737.2 |
 AY1844| CV3924 ELMENDORF NW BASE RM 1               16.023 METERS 15119     |
 AY1844| CV3925 ELMENDORF NW BASE RM 2               16.885 METERS 28535     |
 AY1844|---------------------------------------------------------------------|
 AY1844
 AY1844                          SUPERSEDED SURVEY CONTROL
 AY1844
 AY1844  NAD 83(1986)-  29 16 50.21503(N)    098 21 29.54805(W) AD(       ) 1
 AY1844  NAD 27      -  29 16 49.35500(N)    098 21 28.50100(W) AD(       ) 1
 AY1844
 AY1844.Superseded values are not recommended for survey control.
 AY1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1844.See file dsdata.txt to determine how the superseded data were derived.
 AY1844
 AY1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6234139247(NAD 83)
 AY1844_MARKER: DS = TRIANGULATION STATION DISK
 AY1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1844
 AY1844  HISTORY     - Date     Condition        Report By
 AY1844  HISTORY     - 1953     MONUMENTED       CGS
 AY1844  HISTORY     - 1953     GOOD             AMS
 AY1844  HISTORY     - 19991103 GOOD             USPSQD
 AY1844
 AY1844                          STATION DESCRIPTION
 AY1844
 AY1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1844'THE STATION SITE IS ABOUT 2.5 MILES NORTHWEST OF ELMENDORF
 AY1844'AT A CURVE IN THE TEXAS AND NEW ORLEANS RAILROAD TRACKS AND
 AY1844'ON PROPERTY OWNED BY DR. MELVIN DAVIS OF SAN ANTONIO.
 AY1844'
 AY1844'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 181 AND LOOP 13,
 AY1844'WHICH IS ABOUT 6.5 MILES SOUTHEAST OF THE CENTER OF SAN ANTONIO,
 AY1844'BY GOING SOUTHERLY ON HIGHWAY 181 FOR 5.0 MILES TO A FORK AND THE
 AY1844'HILLTOP GARAGE ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON HIGHWAY
 AY1844'181 FOR 3.6 MILES TO A GRAVELED ROAD TO THE LEFT AND A GATE
 AY1844'ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE, AND
 AY1844'GO 0.2 MILE TO A WINDMILL AND SMALL BARN ON THE RIGHT.
 AY1844'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A CURVE IN THE ROAD AND
 AY1844'THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON
 AY1844'A TRAIL ROAD ALONG THE NORTH SIDE OF A FENCE FOR 0.5
 AY1844'MILE TO THE FENCE CORNER AND RAILROAD TRACKS.  TURN
 AY1844'RIGHT AND FOLLOW ALONG THE EAST SIDE OF THE FENCE FOR
 AY1844'0.15 MILE TO RAILROAD MILE POST 13.  CONTINUE STRAIGHT
 AY1844'AHEAD FOR 0.05 MILE TO THE STATION MARK AS DESCRIBED.
 AY1844'
 AY1844'STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1844'STAMPED ELMENDORF N.W. BASE 1952 IS 47 FEET EAST OF THE EAST
 AY1844'RAIL OF THE RAILROAD TRACKS, 14 FEET NORTHEAST OF A TELEPHONE
 AY1844'POLE, AND 1 FOOT EAST OF THE FENCE.  THE MONUMENT PROJECTS
 AY1844'4 INCHES.
 AY1844'
 AY1844'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1844'STAMPED ELMENDORF N.W. BASE NO 1 1952 IS 23 FEET WEST OF THE
 AY1844'FENCE AND 22.5 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 AY1844'TRACKS.  THE MONUMENT PROJECTS 6 INCHES.
 AY1844'
 AY1844'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1844'STAMPED ELMENDORF N.W. BASE NO 2 1952 IS 30 FEET EAST OF THE
 AY1844'EAST RAIL OF THE RAILROAD TRACK AND 16.5 FEET WEST OF THE
 AY1844'FENCE.  THE MONUMENT PROJECTS 6 INCHES.
 AY1844'
 AY1844'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY1844'STAMPED ELMENDORF N.W. BASE 1952 IS 58 FEET EAST OF A FENCE
 AY1844'CORNER, 9 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 2 FEET
 AY1844'NORTH OF A FENCE, AND 2 FEET SOUTH OF POWER POLE NO. S-32.
 AY1844'THE MONUMENT PROJECTS 6 INCHES.
 AY1844'
 AY1844'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY1844
 AY1844                          STATION RECOVERY (1953)
 AY1844
 AY1844'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1844'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 49 FEET
 AY1844'N-NE OF THE CENTERLINE OF RAILROAD TRACK.
 AY1844
 AY1844                          STATION RECOVERY (1999)
 AY1844
 AY1844'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1500 ***********************************************************************
 AY1500  DESIGNATION -  ELMENDORF SE BASE
 AY1500  PID         -  AY1500
 AY1500  STATE/COUNTY-  TX/BEXAR
 AY1500  USGS QUAD   -  SASPAMCO (1973)
 AY1500
 AY1500                         *CURRENT SURVEY CONTROL
 AY1500  ___________________________________________________________________
 AY1500* NAD 83(1993)-  29 14 49.72846(N)    098 19 24.29918(W)     ADJUSTED  
 AY1500* NAVD 88     -       162.568  (meters)     533.36   (feet)  ADJUSTED  
 AY1500  ___________________________________________________________________
 AY1500  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AY1500  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY1500  DYNAMIC HT  -         162.335 (meters)     532.59  (feet)  COMP
 AY1500  MODELED GRAV-     979,205.7   (mgal)                       NAVD 88
 AY1500
 AY1500  HORZ ORDER  -  FIRST
 AY1500  VERT ORDER  -  FIRST     CLASS II
 AY1500
 AY1500.The horizontal coordinates were established by classical geodetic methods
 AY1500.and adjusted by the National Geodetic Survey in February 1996..
 AY1500
 AY1500.The orthometric height was determined by differential leveling
 AY1500.and adjusted by the National Geodetic Survey in June 1991..
 AY1500
 AY1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1500
 AY1500.The geoid height was determined by GEOID03.
 AY1500
 AY1500.The dynamic height is computed by dividing the NAVD 88
 AY1500.geopotential number by the normal gravity value computed on the
 AY1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1500.degrees latitude (g = 980.6199 gals.).
 AY1500
 AY1500.The modeled gravity was interpolated from observed gravity values.
 AY1500
 AY1500;                    North         East     Units Scale Factor Converg.
 AY1500;SPC TXSC     - 4,156,878.131   665,758.845   MT  0.99986441   +0 19 53.3
 AY1500;SPC TXSC     -13,638,024.33  2,184,243.81   sFT  0.99986441   +0 19 53.3
 AY1500;UTM  14      - 3,235,557.522   565,742.627   MT  0.99965333   +0 19 50.1
 AY1500
 AY1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1500!SPC TXSC     -   0.99997849  x   0.99986441  =   0.99984291
 AY1500!UTM  14      -   0.99997849  x   0.99965333  =   0.99963183
 AY1500
 AY1500:                Primary Azimuth Mark                     Grid Az
 AY1500:SPC TXSC     -  ELMENDORF SE BASE AZ MK                  121 25 37.5
 AY1500:UTM  14      -  ELMENDORF SE BASE AZ MK                  121 25 40.7
 AY1500
 AY1500|---------------------------------------------------------------------|
 AY1500| PID    Reference Object                     Distance      Geod. Az  |
 AY1500|                                                           dddmmss.s |
 AY1500| AY1499 ELMENDORF SE BASE AZ MK             APPROX. 1.2 KM 1214530.8 |
 AY1500| AY1502 ELMENDORF SE BASE RM 1               17.790 METERS 14429     |
 AY1500| AY1501 ELMENDORF SE BASE RM 2               17.728 METERS 23729     |
 AY1500|---------------------------------------------------------------------|
 AY1500
 AY1500                          SUPERSEDED SURVEY CONTROL
 AY1500
 AY1500  NAD 83(1986)-  29 14 49.73330(N)    098 19 24.28106(W) AD(       ) 1
 AY1500  NAD 27      -  29 14 48.86800(N)    098 19 23.23800(W) AD(       ) 1
 AY1500
 AY1500.Superseded values are not recommended for survey control.
 AY1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1500.See file dsdata.txt to determine how the superseded data were derived.
 AY1500
 AY1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6574335558(NAD 83)
 AY1500_MARKER: DS = TRIANGULATION STATION DISK
 AY1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1500_SP_SET: CONCRETE POST
 AY1500_STAMPING: ELMENDORF SE BASE 1952
 AY1500_MARK LOGO: CGS   
 AY1500_PROJECTION: PROJECTING 7 CENTIMETERS
 AY1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1500+STABILITY: SURFACE MOTION
 AY1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1500+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 AY1500
 AY1500  HISTORY     - Date     Condition        Report By
 AY1500  HISTORY     - 1953     MONUMENTED       CGS
 AY1500  HISTORY     - 1956     GOOD             AMS
 AY1500  HISTORY     - 1980     GOOD             NGS
 AY1500  HISTORY     - 19990412 GOOD             USPSQD
 AY1500  HISTORY     - 20060801 GOOD             INDIV
 AY1500
 AY1500                          STATION DESCRIPTION
 AY1500
 AY1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1500'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF SAN ANTONIO,
 AY1500'0.65 MILES SOUTHEAST OF VILLAGE OF ELMENDORF, ON TOP OF A
 AY1500'LOW FLAT TOPPED WOODED HILL, SOUTHWEST OF A BLACK TOP ROAD
 AY1500'WHICH PARALLELS THE SOUTHERN PACIFIC RAILROAD AND ON PROPERTY
 AY1500'OWNED BY MR. RUDOLFO S. TARIN.
 AY1500'
 AY1500'TO REACH THE STATION FROM THE TEXACO SERVICE STATION IN
 AY1500'SOUTHEAST EDGE OF ELMENDORF, GO SOUTHEAST ON BLACK TOP ROAD
 AY1500'FOR 0.65 MILE TO A DRIVEWAY AND STATION SITE ON RIGHT.
 AY1500'
 AY1500'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1500'POST PROJECTING 4 INCHES.  IT IS 34 FEET SOUTHEAST OF A LARGE
 AY1500'SCRUB OAK TREE, 29 FEET NORTHWEST OF THE CENTER LINE OF THE
 AY1500'DRIVEWAY, 28.5 FEET SOUTHWEST OF THE CENTER LINE LINE OF A
 AY1500'BLACK TOP ROAD AND 6 FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST
 AY1500'FENCE LINE.  IT IS STAMPED ELMENDORF SE. BASE 1952.
 AY1500'
 AY1500'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AY1500'CONCRETE POST PROJECTING 6 INCHES.  IT IS 43 FEET SOUTHWEST
 AY1500'OF THE CENTER LINE OF A BLACK TOP ROAD, 29 FEET SOUTHEAST
 AY1500'OF THE CENTER LINE OF THE DRIVEWAY AND 1.0 FOOT WEST OF A
 AY1500'FENCE LINE.  IT IS STAMPED ELMENDORF SE BASE NO. 1 1952.
 AY1500'
 AY1500'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1500'POST PROJECTING 6 INCHES.  IT IS 33 FEET NORTH OF THE CENTER
 AY1500'LINE OF THE DRIVEWAY AND IS STAMPED ELMENDORF SE BASE NO.
 AY1500'2 1952.
 AY1500'
 AY1500'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1500'POST PROJECTING 5 INCHES.  IT IS 41 FEET SOUTHWEST OF THE
 AY1500'SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 36 FEET
 AY1500'NORTHEAST OF THE CENTER LINE OF A BLACK TOP ROAD AND 4 FEET
 AY1500'WEST OF TELEGRAPH POLE NO. J1B113.  IT IS STAMPED ELMENDORF
 AY1500'SE BASE 1952.
 AY1500'
 AY1500'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 AY1500'BLACK TOP ROAD FOR 0.7 MILE TO TOP OF GRADE AND THE MARK
 AY1500'ON LEFT.
 AY1500'
 AY1500'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY1500
 AY1500                          STATION RECOVERY (1956)
 AY1500
 AY1500'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1500'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AY1500'THE MARK IS 39.6 FT. NW OF POINT FORMED BY FENCE LINE S. AND
 AY1500'FENCE LINE S.E., 29.0 FT. SW OF THE CENTERLINE OF THE NW-SE
 AY1500'PAVED ROAD, 5.5 FT. SW OF THE NW-SE FENCE LINE.
 AY1500
 AY1500                          STATION RECOVERY (1980)
 AY1500
 AY1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY1500'1.4 KM (0.85 MI) SE FROM ELMENDORF.
 AY1500'1.4 KM (0.85 MI) SOUTHEAST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY1500'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, AT A DIRT ROAD LEADING
 AY1500'SOUTHWEST, 9.1 METERS (29.9 FT) SOUTHWEST OF THE CENTERLINE OF OLD
 AY1500'CORPUS CHRISTI ROAD, 8.7 METERS (28.4 FT) NORTHWEST OF THE CENTER OF
 AY1500'THE DIRT ROAD, 10.4 METERS (34.0 FT) EAST OF A 70-CM OAK TREE,
 AY1500'1.2 METERS (5.5 FT) SOUTHWEST OF A FENCE.
 AY1500'THE MARK IS 1.77 METERS  SW FROM A WITNESS POST.
 AY1500'THE MARK IS ABOVE LEVEL WITH OLD CORPUS CHRISTI ROAD.
 AY1500
 AY1500                          STATION RECOVERY (1999)
 AY1500
 AY1500'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1500'RECOVERED IN GOOD CONDITION.
 AY1500
 AY1500                          STATION RECOVERY (2006)
 AY1500
 AY1500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TA)
 AY1500'RECOVERED BY TONY ALVERADO OF PAPE-DAWSON ENGINEERS AUGUST 2006.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1499 ***********************************************************************
 AY1499  FBN         -  This is a Federal Base Network Control Station.
 AY1499  DESIGNATION -  ELMENDORF SE BASE AZ MK
 AY1499  PID         -  AY1499
 AY1499  STATE/COUNTY-  TX/BEXAR
 AY1499  USGS QUAD   -  SASPAMCO (1973)
 AY1499
 AY1499                         *CURRENT SURVEY CONTROL
 AY1499  ___________________________________________________________________
 AY1499* NAD 83(1993)-  29 14 29.68297(N)    098 18 47.37969(W)     ADJUSTED  
 AY1499* NAVD 88     -       156.938  (meters)     514.89   (feet)  ADJUSTED  
 AY1499  ___________________________________________________________________
 AY1499  X           -    -805,318.810 (meters)                     COMP
 AY1499  Y           -  -5,511,396.781 (meters)                     COMP
 AY1499  Z           -   3,097,356.748 (meters)                     COMP
 AY1499  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AY1499  ELLIP HEIGHT-         131.30  (meters)          (05/01/00) GPS OBS
 AY1499  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY1499  DYNAMIC HT  -         156.713 (meters)     514.15  (feet)  COMP
 AY1499  MODELED GRAV-     979,206.7   (mgal)                       NAVD 88
 AY1499
 AY1499  HORZ ORDER  -  B
 AY1499  VERT ORDER  -  FIRST     CLASS II
 AY1499  ELLP ORDER  -  THIRD     CLASS I
 AY1499
 AY1499.The horizontal coordinates were established by GPS observations
 AY1499.and adjusted by the National Geodetic Survey in May 1994..
 AY1499
 AY1499.The orthometric height was determined by differential leveling
 AY1499.and adjusted by the National Geodetic Survey in June 1991..
 AY1499
 AY1499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY1499
 AY1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1499
 AY1499.The ellipsoidal height was determined by GPS observations
 AY1499.and is referenced to NAD 83.
 AY1499
 AY1499.The geoid height was determined by GEOID03.
 AY1499
 AY1499.The dynamic height is computed by dividing the NAVD 88
 AY1499.geopotential number by the normal gravity value computed on the
 AY1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1499.degrees latitude (g = 980.6199 gals.).
 AY1499
 AY1499.The modeled gravity was interpolated from observed gravity values.
 AY1499
 AY1499;                    North         East     Units Scale Factor Converg.
 AY1499;SPC TXSC     - 4,156,266.858   666,759.207   MT  0.99986456   +0 20 11.4
 AY1499;SPC TXSC     -13,636,018.85  2,187,525.83   sFT  0.99986456   +0 20 11.4
 AY1499;UTM  14      - 3,234,946.361   566,742.768   MT  0.99965497   +0 20 07.9
 AY1499
 AY1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1499!SPC TXSC     -   0.99997938  x   0.99986456  =   0.99984394
 AY1499!UTM  14      -   0.99997938  x   0.99965497  =   0.99963436
 AY1499
 AY1499                          SUPERSEDED SURVEY CONTROL
 AY1499
 AY1499  ELLIP H (05/09/94)  131.42   (m)                       GP(       ) 4 2
 AY1499  NAVD 88 (05/09/94)  156.94   (m)          514.9    (f) LEVELING    3  
 AY1499
 AY1499.Superseded values are not recommended for survey control.
 AY1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1499.See file dsdata.txt to determine how the superseded data were derived.
 AY1499
 AY1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6674334946(NAD 83)
 AY1499_MARKER: DZ = AZIMUTH MARK DISK
 AY1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1499_SP_SET: SQUARE CONCRETE MONUMENT
 AY1499_STAMPING: ELMENDORF SE BASE 1952
 AY1499_MARK LOGO: CGS   
 AY1499_PROJECTION: PROJECTING 15 CENTIMETERS
 AY1499_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1499+STABILITY: SURFACE MOTION
 AY1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1499+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1998
 AY1499
 AY1499  HISTORY     - Date     Condition        Report By
 AY1499  HISTORY     - 1952     MONUMENTED       CGS
 AY1499  HISTORY     - 1980     GOOD             NGS
 AY1499  HISTORY     - 19930222 GOOD             NGS
 AY1499  HISTORY     - 19980228 GOOD             NGS
 AY1499  HISTORY     - 19990412 GOOD             USPSQD
 AY1499  HISTORY     - 19990916 GOOD             TXDOT
 AY1499
 AY1499                          STATION DESCRIPTION
 AY1499
 AY1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1499'2.6 KM (1.6 MI) SE FROM ELMENDORF.
 AY1499'THE MARK IS 0.6 M ABOVE OLD CORPUS CHRISTI ROAD.
 AY1499'2.6 KM (1.6 MI) SOUTHEAST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY1499'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, 11.7 METERS (38.5 FT)
 AY1499'NORTHEAST OF THE CENTERLINE OF THE ROAD, 12.5 METERS (41.0 FT)
 AY1499'SOUTHWEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 AY1499'1.2 METERS (4.0 FT) SOUTHWEST OF A TELEPHONE POLE.
 AY1499'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AY1499
 AY1499                          STATION RECOVERY (1993)
 AY1499
 AY1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AY1499'STATION IS LOCATED ABOUT 28 KM (17.40 MI) SOUTHEAST OF DOWNTOWN SAN
 AY1499'ANTONIO, 2.5 KM (1.55 MI) SOUTHEAST OF ELMENDORF, IN THICK WEEDS, IN
 AY1499'A STRIP BETWEEN A PAVED ROAD AND RAILROAD TRACKS. OWNERSHIP--MISSOURI
 AY1499'PACIFIC RAILROAD.
 AY1499'TO REACH FROM THE OVERPASS AT THE JUNCTION OF U.S. HIGHWAY 181 AND
 AY1499'LOOP 1604, ABOUT 3 KM (1.85 MI) EAST OF ELMENDORF, GO WEST ON LOOP
 AY1499'1604 FOR 1.33 KM (0.80 MI) TO A PAVED ROAD RIGHT.  BEAR RIGHT, WEST,
 AY1499'ON FARM ROAD 327 FOR 1.58 KM (1.00 MI) TO A PAVED CROSSROAD JUST PAST
 AY1499'RAILROAD TRACKS IN ELMENDORF.  TURN LEFT, SOUTHEAST, ON CORPUS
 AY1499'CHRISTI ROAD (THIRD AVENUE) ALONG SOUTHWEST SIDE OF TRACKS AND
 AY1499'PASSING UNDER LOOP 1604 FOR 1.73 KM (1.05 MI) TO LA GLORIA ROAD ON
 AY1499'THE RIGHT. CONTINUE AHEAD FOR 0.73 KM (0.45 MI) TO A PAVED ROAD RIGHT
 AY1499'(GILLETTE ROAD). CONTINUE AHEAD FOR 0.08 KM (0.05 MI) TO THE STATION
 AY1499'ON THE LEFT.
 AY1499'STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 AY1499'PROJECTING 15 CM ABOVE GROUND.  IT IS ABOUT 15 M (49.2 FT) SOUTHWEST
 AY1499'OF THE TRACK, 11.9 M (39.0 FT) NORTHEAST OF AND 0.5 M (1.6 FT) HIGHER
 AY1499'THAN THE ROAD CENTER AND 0.5 M (1.6 FT) SOUTH OF A METAL WITNESS
 AY1499'POST.
 AY1499
 AY1499                          STATION RECOVERY (1998)
 AY1499
 AY1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AY1499'THE STATION IS LOCATED ABOUT 28 KM (17.40 MI) SOUTHEAST OF CENTRAL SAN
 AY1499'ANTONIO, 2.5 KM (1.55 MI) SOUTH OF ELMENDORF IN THE RIGHT-OF-WAY OF
 AY1499'OLD CORPUS CHRISTI ROAD SOUTH OF GILLETTE ROAD.  OWNERSHIP--UNKNOWN.
 AY1499'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 37, EXIT
 AY1499'125, AND STATE LOOP HIGHWAY 1604 ON THE SOUTH SIDE OF SAN ANTONIO, GO
 AY1499'EASTERLY ON STATE LOOP HIGHWAY 1604 FOR 8.2 KM (5.10 MI) TO FARM ROAD
 AY1499'327 ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY 1604 FOR 1.9 KM (1.20 MI)
 AY1499'TO A PAVED ROAD LEFT BEFORE A BRIDGE.  TURN LEFT AND GO NORTHWEST,
 AY1499'THEN NORTHEAST ON THE EXIT RAMP FOR 0.08 KM (0.05 MI) TO A T-JUNCTION.
 AY1499'TURN RIGHT AND GO SOUTHEAST ON CORPUS CHRISTI ROAD, THIRD STREET,
 AY1499'UNDER THE OVERPASS FOR 1.2 KM (0.75 MI) TO LA GLORIA ROAD ON THE
 AY1499'RIGHT.  CONTINUE AHEAD FOR 0.7 KM (0.45 MI) TO GILLETTE ROAD ON THE
 AY1499'RIGHT.  CONTINUE AHEAD FOR 0.7 KM (0.45 MI) TO THE STATION ON THE
 AY1499'LEFT.  THE STATION IS LOCATED 70 M (229.7 FT) EAST-NORTHEAST AND
 AY1499'ACROSS THE ROAD FROM A 0.38 M (1.25 FT) DIAMETER WOOD FENCE CORNER ON
 AY1499'THE SOUTHWEST SIDE OF CORPUS CHRISTI ROAD AND THE NORTHEAST SIDE OF
 AY1499'GILLETTE ROAD, 11.9 M (39.0 FT) NORTHEAST FROM AND 0.5 M (1.6 FT)
 AY1499'HIGHER THAN THE CENTER OF THE TWO LANE ASPHALT ROAD AND 0.5 M (1.6 FT)
 AY1499'SOUTH FROM A METAL WITNESS POST.
 AY1499
 AY1499                          STATION RECOVERY (1999)
 AY1499
 AY1499'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1499'RECOVERED IN GOOD CONDITION.
 AY1499
 AY1499                          STATION RECOVERY (1999)
 AY1499
 AY1499'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AY1499'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1501 ***********************************************************************
 AY1501  DESIGNATION -  ELMENDORF SE BASE RM 2
 AY1501  PID         -  AY1501
 AY1501  STATE/COUNTY-  TX/BEXAR
 AY1501  USGS QUAD   -  SASPAMCO (1973)
 AY1501
 AY1501                         *CURRENT SURVEY CONTROL
 AY1501  ___________________________________________________________________
 AY1501* NAD 83(1986)-  29 14 50.     (N)    098 19 24.     (W)     SCALED    
 AY1501* NAVD 88     -       162.399  (meters)     532.80   (feet)  ADJUSTED  
 AY1501  ___________________________________________________________________
 AY1501  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY1501  DYNAMIC HT  -         162.166 (meters)     532.04  (feet)  COMP
 AY1501  MODELED GRAV-     979,205.6   (mgal)                       NAVD 88
 AY1501
 AY1501  VERT ORDER  -  FIRST     CLASS II
 AY1501
 AY1501.The horizontal coordinates were scaled from a topographic map and have
 AY1501.an estimated accuracy of +/- 6 seconds.
 AY1501
 AY1501.The orthometric height was determined by differential leveling
 AY1501.and adjusted by the National Geodetic Survey in June 1991..
 AY1501
 AY1501.The geoid height was determined by GEOID03.
 AY1501
 AY1501.The dynamic height is computed by dividing the NAVD 88
 AY1501.geopotential number by the normal gravity value computed on the
 AY1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1501.degrees latitude (g = 980.6199 gals.).
 AY1501
 AY1501.The modeled gravity was interpolated from observed gravity values.
 AY1501
 AY1501;                    North         East    Units  Estimated Accuracy
 AY1501;SPC TXSC     - 4,156,890.      665,770.      MT  (+/- 180 meters Scaled)
 AY1501
 AY1501                          SUPERSEDED SURVEY CONTROL
 AY1501
 AY1501.No superseded survey control is available for this station.
 AY1501
 AY1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT657355(NAD 83)
 AY1501_MARKER: DR = REFERENCE MARK DISK
 AY1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1501_SP_SET: CONCRETE POST
 AY1501_STAMPING: ELMENDORF SE BASE NO 2 1952
 AY1501_MARK LOGO: CGS   
 AY1501_PROJECTION: PROJECTING 15 CENTIMETERS
 AY1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1501+STABILITY: SURFACE MOTION
 AY1501
 AY1501  HISTORY     - Date     Condition        Report By
 AY1501  HISTORY     - 1952     MONUMENTED       CGS
 AY1501  HISTORY     - 1980     GOOD             NGS
 AY1501  HISTORY     - 19990412 GOOD             USPSQD
 AY1501
 AY1501                          STATION DESCRIPTION
 AY1501
 AY1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1501'1.4 KM (0.85 MI) SE FROM ELMENDORF.
 AY1501'1.4 KM (0.85 MI) SOUTHEAST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY1501'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, AT A DIRT ROAD LEADING
 AY1501'SOUTHWEST, 26.5 METERS (87.0 FT) SOUTHWEST OF THE CENTERLINE OF OLD
 AY1501'CORPUS CHRISTI ROAD, 7.2 METERS (33.6 FT) NORTHWEST OF THE CENTER OF
 AY1501'THE DIRT ROAD, 17.7 METERS (58.2 FT) SOUTHWEST OF TRIANGULATION
 AY1501'STATION ELMENDORF SE BASE, 16.5 METERS (64.0 FT) SOUTHWEST OF A FENCE.
 AY1501'THE MARK IS 19.5 METERS  SW FROM A WITNESS POST.
 AY1501'THE MARK IS ABOVE LEVEL WITH OLD CORPUS CHRISTI ROAD.
 AY1501
 AY1501                          STATION RECOVERY (1999)
 AY1501
 AY1501'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1502 ***********************************************************************
 AY1502  DESIGNATION -  ELMENDORF SE BASE RM 1
 AY1502  PID         -  AY1502
 AY1502  STATE/COUNTY-  TX/BEXAR
 AY1502  USGS QUAD   -  SASPAMCO (1973)
 AY1502
 AY1502                         *CURRENT SURVEY CONTROL
 AY1502  ___________________________________________________________________
 AY1502* NAD 83(1986)-  29 14 50.     (N)    098 19 24.     (W)     SCALED    
 AY1502* NAVD 88     -       162.696  (meters)     533.78   (feet)  ADJUSTED  
 AY1502  ___________________________________________________________________
 AY1502  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY1502  DYNAMIC HT  -         162.462 (meters)     533.01  (feet)  COMP
 AY1502  MODELED GRAV-     979,205.6   (mgal)                       NAVD 88
 AY1502
 AY1502  VERT ORDER  -  FIRST     CLASS II
 AY1502
 AY1502.The horizontal coordinates were scaled from a topographic map and have
 AY1502.an estimated accuracy of +/- 6 seconds.
 AY1502
 AY1502.The orthometric height was determined by differential leveling
 AY1502.and adjusted by the National Geodetic Survey in June 1991..
 AY1502
 AY1502.The geoid height was determined by GEOID03.
 AY1502
 AY1502.The dynamic height is computed by dividing the NAVD 88
 AY1502.geopotential number by the normal gravity value computed on the
 AY1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1502.degrees latitude (g = 980.6199 gals.).
 AY1502
 AY1502.The modeled gravity was interpolated from observed gravity values.
 AY1502
 AY1502;                    North         East    Units  Estimated Accuracy
 AY1502;SPC TXSC     - 4,156,890.      665,770.      MT  (+/- 180 meters Scaled)
 AY1502
 AY1502                          SUPERSEDED SURVEY CONTROL
 AY1502
 AY1502.No superseded survey control is available for this station.
 AY1502
 AY1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT657355(NAD 83)
 AY1502_MARKER: DR = REFERENCE MARK DISK
 AY1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1502_SP_SET: CONCRETE POST
 AY1502_STAMPING: ELMENDORF SE BASE NO 1 1952
 AY1502_MARK LOGO: CGS   
 AY1502_PROJECTION: PROJECTING 15 CENTIMETERS
 AY1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1502+STABILITY: SURFACE MOTION
 AY1502
 AY1502  HISTORY     - Date     Condition        Report By
 AY1502  HISTORY     - 1952     MONUMENTED       CGS
 AY1502  HISTORY     - 1980     GOOD             NGS
 AY1502  HISTORY     - 19990412 GOOD             USPSQD
 AY1502
 AY1502                          STATION DESCRIPTION
 AY1502
 AY1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1502'1.4 KM (0.85 MI) SE FROM ELMENDORF.
 AY1502'1.4 KM (0.85 MI) SOUTHEAST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY1502'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, AT A DIRT ROAD LEADING
 AY1502'SOUTHWEST, 13.1 METERS (43.0 FT) SOUTHWEST OF THE CENTERLINE OF OLD
 AY1502'CORPUS CHRISTI ROAD, 8.9 METERS (29.1 FT) SOUTHEAST OF THE CENTER OF
 AY1502'THE DIRT ROAD, 0.3 METER (1.0 FT) WEST-SOUTHWEST OF A FENCE,
 AY1502'17.8 METERS (58.4 FT) SOUTHWEST OF TRIANGULATION STATION ELMENDORF SE
 AY1502'BASE.
 AY1502'THE MARK IS 17.8 METERS  SE FROM A WITNESS POST.
 AY1502'THE MARK IS ABOVE LEVEL WITH OLD CORPUS CHRISTI ROAD.
 AY1502
 AY1502                          STATION RECOVERY (1999)
 AY1502
 AY1502'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2175 ***********************************************************************
 BL2175  DESIGNATION -  ELMINA WALKER CO LUMBER CO TK
 BL2175  PID         -  BL2175
 BL2175  STATE/COUNTY-  TX/WALKER
 BL2175  USGS QUAD   -  NEW WAVERLY (1976)
 BL2175
 BL2175                         *CURRENT SURVEY CONTROL
 BL2175  ___________________________________________________________________
 BL2175* NAD 83(1993)-  30 33 39.06289(N)    095 28 24.20217(W)     ADJUSTED  
 BL2175* NAVD 88     -                                                        
 BL2175  ___________________________________________________________________
 BL2175  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BL2175  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL2175
 BL2175  HORZ ORDER  -  THIRD
 BL2175
 BL2175.The horizontal coordinates were established by classical geodetic methods
 BL2175.and adjusted by the National Geodetic Survey in February 1996..
 BL2175
 BL2175
 BL2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2175
 BL2175.The geoid height was determined by GEOID03.
 BL2175
 BL2175;                    North         East     Units Scale Factor Converg.
 BL2175;SPC TX C     - 3,109,307.799 1,166,068.974   MT  0.99991111   +2 30 11.4
 BL2175;SPC TX C     -10,201,120.67  3,825,677.96   sFT  0.99991111   +2 30 11.4
 BL2175;UTM  15      - 3,383,539.420   262,764.268   MT  1.00029435   -1 15 29.5
 BL2175
 BL2175                          SUPERSEDED SURVEY CONTROL
 BL2175
 BL2175  NAD 83(1986)-  30 33 39.07485(N)    095 28 24.18639(W) AD(       ) 4
 BL2175  NAD 27      -  30 33 38.35500(N)    095 28 23.39100(W) AD(       ) 3
 BL2175
 BL2175.Superseded values are not recommended for survey control.
 BL2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2175.See file dsdata.txt to determine how the superseded data were derived.
 BL2175
 BL2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6276483539(NAD 83)
 BL2175_MARKER: 53 = ELEVATED TANK
 BL2175
 BL2175  HISTORY     - Date     Condition        Report By
 BL2175  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2175
 BL2175                          STATION DESCRIPTION
 BL2175
 BL2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2175'THIS INTERSECTION STATION IS THE TANK OF THE WALKER COUNTY
 BL2175'LUMBER COMPANY, IN THE VILLAGE OF ELMINA, TEXAS.  IT IS ABOUT
 BL2175'14 MILES S OF HUNTSVILLE, TEXAS, ABOUT 455 FEET E OF U.S.
 BL2175'HIGHWAY 75, AND ABOUT 130 FEET N OF THE CENTER LINE OF THE
 BL2175'MAIN STREET OF ELMINA, TEXAS.  THE TANK WAS ERECTED IN 1916.
 BL2175'IT IS FAIRLY PROMINENT.  IT IS QUESTIONABLE AS TO HOW LONG THE
 BL2175'POINT IS GOOD FOR, AS THE MILLS ARE BEING TORN DOWN AND IT
 BL2175'IS EXPECTED THAT THE TANK WILL BE RAZED IN THE NEAR FUTURE.
 BL2175'
 BL2175'THE TANK HAS RUSTY PIPE LEGS ABOUT 80 FEET HIGH.  THERE IS
 BL2175'AN OCTAGONAL RED PLATFORM AROUND THE TOP WITH A WHITE RAIL.
 BL2175'THE RUSTY VERTICAL SECTION IS ABOUT 25 FEET HIGH.  THERE
 BL2175'IS A GREEN RECTANGLE PAINTED ON THE W SIDE WITH THE WORDS,
 BL2175'WALKER COUNTY LUMBER COMPANY IN WHITE ON IT.  THE STEEP CONICAL
 BL2175'ROOF HAS A BALL AND FINIAL AT ITS APEX.  THE TOTAL HEIGHT
 BL2175'IS ABOUT 110 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0166 ***********************************************************************
 CS0166  DESIGNATION -  ELMO
 CS0166  PID         -  CS0166
 CS0166  STATE/COUNTY-  TX/KAUFMAN
 CS0166  USGS QUAD   -  ELMO (1981)
 CS0166
 CS0166                         *CURRENT SURVEY CONTROL
 CS0166  ___________________________________________________________________
 CS0166* NAD 83(1993)-  32 43 06.18072(N)    096 08 28.23911(W)     ADJUSTED  
 CS0166* NAVD 88     -       166.379  (meters)     545.86   (feet)  ADJUSTED  
 CS0166  ___________________________________________________________________
 CS0166  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CS0166  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0166  DYNAMIC HT  -         166.194 (meters)     545.25  (feet)  COMP
 CS0166  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 CS0166
 CS0166  HORZ ORDER  -  FIRST
 CS0166  VERT ORDER  -  SECOND    CLASS 0
 CS0166
 CS0166.The horizontal coordinates were established by classical geodetic methods
 CS0166.and adjusted by the National Geodetic Survey in February 1996..
 CS0166
 CS0166.The orthometric height was determined by differential leveling
 CS0166.and adjusted by the National Geodetic Survey in June 1991..
 CS0166
 CS0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0166
 CS0166.The geoid height was determined by GEOID03.
 CS0166
 CS0166.The dynamic height is computed by dividing the NAVD 88
 CS0166.geopotential number by the normal gravity value computed on the
 CS0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0166.degrees latitude (g = 980.6199 gals.).
 CS0166
 CS0166.The modeled gravity was interpolated from observed gravity values.
 CS0166
 CS0166;                    North         East     Units Scale Factor Converg.
 CS0166;SPC TXNC     - 2,119,107.124   821,094.152   MT  0.99988943   +1 17 11.4
 CS0166;SPC TXNC     - 6,952,437.29  2,693,873.06   sFT  0.99988943   +1 17 11.4
 CS0166;UTM  14      - 3,623,682.666   767,951.031   MT  1.00048541   +1 32 46.1
 CS0166
 CS0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0166!SPC TXNC     -   0.99997786  x   0.99988943  =   0.99986729
 CS0166!UTM  14      -   0.99997786  x   1.00048541  =   1.00046326
 CS0166
 CS0166:                Primary Azimuth Mark                     Grid Az
 CS0166:SPC TXNC     -  WILLS POINT MUNICIPAL TANK               092 16 35.4
 CS0166:UTM  14      -  WILLS POINT MUNICIPAL TANK               092 01 00.7
 CS0166
 CS0166|---------------------------------------------------------------------|
 CS0166| PID    Reference Object                     Distance      Geod. Az  |
 CS0166|                                                           dddmmss.s |
 CS0166| CS2577 WILLS POINT MUNICIPAL TANK          APPROX.12.1 KM 0933346.8 |
 CS0166| CS0165 ELMO AZ MK                                         0954419.8 |
 CS0166| CS0167 ELMO RM 1                            46.089 METERS 12016     |
 CS0166| CS0168 ELMO RM 2                            32.995 METERS 20626     |
 CS0166|---------------------------------------------------------------------|
 CS0166
 CS0166                          SUPERSEDED SURVEY CONTROL
 CS0166
 CS0166  NAD 83(1986)-  32 43 06.18800(N)    096 08 28.22443(W) AD(       ) 1
 CS0166  NAD 27      -  32 43 05.72000(N)    096 08 27.31600(W) AD(       ) 1
 CS0166  NGVD 29 (??/??/92)  166.384  (m)          545.88   (f) ADJ UNCH    2 0
 CS0166
 CS0166.Superseded values are not recommended for survey control.
 CS0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0166.See file dsdata.txt to determine how the superseded data were derived.
 CS0166
 CS0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6795123683(NAD 83)
 CS0166_MARKER: DS = TRIANGULATION STATION DISK
 CS0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0166_STAMPING: ELMO 1949
 CS0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0166+STABILITY: SURFACE MOTION
 CS0166
 CS0166  HISTORY     - Date     Condition        Report By
 CS0166  HISTORY     - 1949     MONUMENTED       CGS
 CS0166  HISTORY     - 1952     GOOD             CGS
 CS0166  HISTORY     - 1952     GOOD             NGS
 CS0166  HISTORY     - 1955     GOOD             TXHD
 CS0166  HISTORY     - 1956     GOOD             CGS
 CS0166  HISTORY     - 1957     GOOD             CGS
 CS0166  HISTORY     - 1988     GOOD             USPSQD
 CS0166  HISTORY     - 1988     GOOD             USPSQD
 CS0166  HISTORY     - 19910725 GOOD             USPSQD
 CS0166
 CS0166                          STATION DESCRIPTION
 CS0166
 CS0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS0166'THE STATION IS LOCATED ABOUT 8 MILES EAST TERRELL, ABOUT
 CS0166'8-1/2 MILES WEST OF WILLS POINT, AND IS ON RIGHT-OF-WAY
 CS0166'OF U.S. HIGHWAY 80.  IT IS 114 FEET SOUTH OF THE CENTERLINE
 CS0166'OF THE HIGHWAY, 70 FEET SOUTH OF A SMALL CONCRETE CULVERT,
 CS0166'AND 6 FEET NORTHWEST OF A WITNESS POST.  THE DISK IS STAMPED
 CS0166'ELMO 1949 AND PROJECTS 4 INCHES.
 CS0166'
 CS0166'REFERENCE MARK NO. 1 IS 78 FEET EAST OF THE SOUTHWEST CORNER
 CS0166'OF A HOUSE, AND 2.5 FEET NORTH OF A POWERPOLE.  THE DISK
 CS0166'IS STAMPED ELMO NO. 1 1949 AND PROJECTS 8 INCHES.
 CS0166'
 CS0166'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE NORTHEAST CORNER
 CS0166'OF A HOUSE, AND 1 FOOT NORTH OF A FENCELINE.  THE DISK IS
 CS0166'STAMPED ELMO NO. 2 1949 AND PROJECTS 6 INCHES.
 CS0166'
 CS0166'THE AZIMUTH MARK IS 44 FEET NORTH OF THE CENTERLINE OF THE
 CS0166'HIGHWAY, 37 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK,
 CS0166'3 FEET SOUTHEAST OF A WITNESS POST, AND 2 FEET SOUTH OF A
 CS0166'POWERPOLE.  THE DISK IS STAMPED ELMO 1949 AND PROJECTS 6
 CS0166'INCHES.
 CS0166'
 CS0166'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CS0166'AND STATE HIGHWAY 34, IN TERRELL, GO EAST ON HIGHWAY 80 FOR
 CS0166'8.1 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS0166'
 CS0166'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST
 CS0166'FOR 0.7 MILES TO THE MARK ON THE LEFT.
 CS0166'
 CS0166'AN 87 FOOT SIGNAL AT CARTWRIGHT IS VISIBLE AT 37 FEET.
 CS0166'
 CS0166'A 74 FOOT SIGNAL AT EAGANS IS VISIBLE AT 37 FEET.
 CS0166'
 CS0166'A 100 FOOT SIGNAL AT TERRELL IS VISIBLE AT 37 FEET.
 CS0166'
 CS0166'A 100 FOOT SIGNAL AT MUNSON IS VISIBLE AT 37 FEET.
 CS0166'
 CS0166'A 100 FOOT SIGNAL AT POETRY IS VISIBLE AT 37 FEET.
 CS0166'
 CS0166'A 100 FOOT SIGNAL AT QUINLAN IS VISIBLE AT 90 FEET.
 CS0166'
 CS0166'A 100 FOOT SIGNAL AT ALSA IS VISIBLE AT 90 FEET.
 CS0166'
 CS0166'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS0166
 CS0166                          STATION RECOVERY (1952)
 CS0166
 CS0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CS0166'7.45 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CS0166'THE STATION AT WILLS POINT, 201 FEET SOUTH OF THE SOUTH
 CS0166'RAIL, 87 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CS0166'61 FEET EAST OF THE CENTER LINE OF A DRIVEWAY LEADING TO
 CS0166'A HOUSE, 2 FEET EAST OF A WITNESS POST, A TRIANGULATION
 CS0166'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS0166'0.1 FOOT ABOVE THE GROUND, STAMPED ELMO 1949.
 CS0166'
 CS0166'ELMO R.M. 1 IS 78 FEET WEST OF THE SOUTHWEST CORNER OF A 1
 CS0166'STORY FRAME HOUSE, 160 FEET SOUTHEAST OF TRIANGULATIONSTATION
 CS0166'ELMO 1949, 3 FEET NORTH OF A POWER POLE, A REFERENCE MARK
 CS0166'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CS0166'FOOT ABOVE THE GROUND, STAMPED ELMO NO. 1 1949.L
 CS0166'
 CS0166'ELMO R.M. 2 IS 20 FEET NORTH OF THE NORTHEAST CORNER OF A
 CS0166'1 STORY FRAME HOUSE, 114 FEET SOUTHWEST OF TRIANGULATION
 CS0166'STATION ELMO 1949, 2 FEET NORTH OF A FENCE, A REFERENCE MARK
 CS0166'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CS0166'FOOT ABOVE THE GROUND, STAMPED ELMO NO. 2 1949.
 CS0166'
 CS0166'ELMO 1949 AZIMUTH IS 0.65 MILE EAST OF TRIANGULATION STATION
 CS0166'ELMO 1949, 2 FEET SOUTH OF THE 5TH POLE EAST OF MILEPOST
 CS0166'174, 44 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CS0166'37 FEET SOUTH OF THE SOUTH RAIL OF THE TEXAS AND PACIFIC
 CS0166'RAILROAD, 2 FEET NORTH OF A WITNESS POST, AN AZIMUTH MARK DISK
 CS0166'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 CS0166'ABOVE THE GROUND, STAMPED ELMO 1949.
 CS0166
 CS0166                          STATION RECOVERY (1952)
 CS0166
 CS0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS0166'7.45 MI W FROM WILLS POINT.
 CS0166'7.45 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0166'AT WILLS POINT, 201 FEET SOUTH OF THE SOUTH RAIL, 87 FEET SOUTH OF THE
 CS0166'CENTER LINE OF U.S. HIGHWAY 80, 61 FEET EAST OF THE CENTER LINE OF A
 CS0166'DRIVEWAY LEADING TO A HOUSE, 2 FEET EAST OF A WITNESS POST, SET IN THE
 CS0166'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 CS0166
 CS0166                          STATION RECOVERY (1955)
 CS0166
 CS0166'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 CS0166'STATION RECOVERED.  115.0 FT SOUTH OF CENTERLINE OF U.S. 80.
 CS0166
 CS0166                          STATION RECOVERY (1956)
 CS0166
 CS0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GF)
 CS0166'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CS0166'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 CS0166'ARE CORRECT.
 CS0166
 CS0166                          STATION RECOVERY (1957)
 CS0166
 CS0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 CS0166'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 CS0166'MARK WERE RECOVERED INGOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CS0166'FOR PROCEEDING TO STATION SITE ARE CORRECT.  J.R. MITCHELLS
 CS0166'1955 RECOVERY NOTE SHOULD READ--STATION IS 115.0 FEET SOUTH
 CS0166'OF U.S. 80 INSTEAD OF--STATION IS 115.0 FEET EAST OF U.S.
 CS0166'80.
 CS0166
 CS0166                          STATION RECOVERY (1988)
 CS0166
 CS0166'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CS0166'RECOVERED IN GOOD CONDITION.
 CS0166
 CS0166                          STATION RECOVERY (1988)
 CS0166
 CS0166'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0166'RECOVERED IN GOOD CONDITION.
 CS0166
 CS0166                          STATION RECOVERY (1991)
 CS0166
 CS0166'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0165 ***********************************************************************
 CS0165  DESIGNATION -  ELMO AZ MK
 CS0165  PID         -  CS0165
 CS0165  STATE/COUNTY-  TX/KAUFMAN
 CS0165  USGS QUAD   -  ELMO (1981)
 CS0165
 CS0165                         *CURRENT SURVEY CONTROL
 CS0165  ___________________________________________________________________
 CS0165* NAD 83(1986)-  32 43 02.     (N)    096 07 46.     (W)     SCALED    
 CS0165* NAVD 88     -       166.795  (meters)     547.23   (feet)  ADJUSTED  
 CS0165  ___________________________________________________________________
 CS0165  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CS0165  DYNAMIC HT  -         166.609 (meters)     546.62  (feet)  COMP
 CS0165  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 CS0165
 CS0165  VERT ORDER  -  SECOND    CLASS 0
 CS0165
 CS0165.The horizontal coordinates were scaled from a topographic map and have
 CS0165.an estimated accuracy of +/- 6 seconds.
 CS0165
 CS0165.The orthometric height was determined by differential leveling
 CS0165.and adjusted by the National Geodetic Survey in June 1991..
 CS0165
 CS0165.The geoid height was determined by GEOID03.
 CS0165
 CS0165.The dynamic height is computed by dividing the NAVD 88
 CS0165.geopotential number by the normal gravity value computed on the
 CS0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0165.degrees latitude (g = 980.6199 gals.).
 CS0165
 CS0165.The modeled gravity was interpolated from observed gravity values.
 CS0165
 CS0165;                    North         East    Units  Estimated Accuracy
 CS0165;SPC TXNC     - 2,119,000.      822,200.      MT  (+/- 180 meters Scaled)
 CS0165
 CS0165                          SUPERSEDED SURVEY CONTROL
 CS0165
 CS0165  NGVD 29 (??/??/92)  166.800  (m)          547.24   (f) ADJ UNCH    2 0
 CS0165
 CS0165.Superseded values are not recommended for survey control.
 CS0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0165.See file dsdata.txt to determine how the superseded data were derived.
 CS0165
 CS0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB690235(NAD 83)
 CS0165_MARKER: DZ = AZIMUTH MARK DISK
 CS0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0165_STAMPING: ELMO 1949
 CS0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0165+STABILITY: SURFACE MOTION
 CS0165
 CS0165  HISTORY     - Date     Condition        Report By
 CS0165  HISTORY     - 1949     MONUMENTED       CGS
 CS0165  HISTORY     - 1952     GOOD             NGS
 CS0165  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0165
 CS0165                          STATION DESCRIPTION
 CS0165
 CS0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0165'6.8 MI W FROM WILLS POINT.
 CS0165'6.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0165'AT WILLS POINT, 2 FEET SOUTH OF THE 5TH POLE EAST OF MILEPOST 174, 44
 CS0165'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 37 FEET SOUTH OF THE
 CS0165'SOUTH RAIL, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 CS0165'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, 0.65 MILE EAST
 CS0165'OF TRIANGULATION STATION ELMO 1949.
 CS0165
 CS0165                          STATION RECOVERY (1991)
 CS0165
 CS0165'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0167 ***********************************************************************
 CS0167  DESIGNATION -  ELMO RM 1
 CS0167  PID         -  CS0167
 CS0167  STATE/COUNTY-  TX/KAUFMAN
 CS0167  USGS QUAD   -  ELMO (1981)
 CS0167
 CS0167                         *CURRENT SURVEY CONTROL
 CS0167  ___________________________________________________________________
 CS0167* NAD 83(1986)-  32 43 05.     (N)    096 08 28.     (W)     SCALED    
 CS0167* NAVD 88     -       166.912  (meters)     547.61   (feet)  ADJUSTED  
 CS0167  ___________________________________________________________________
 CS0167  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0167  DYNAMIC HT  -         166.726 (meters)     547.00  (feet)  COMP
 CS0167  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 CS0167
 CS0167  VERT ORDER  -  SECOND    CLASS 0
 CS0167
 CS0167.The horizontal coordinates were scaled from a topographic map and have
 CS0167.an estimated accuracy of +/- 6 seconds.
 CS0167
 CS0167.The orthometric height was determined by differential leveling
 CS0167.and adjusted by the National Geodetic Survey in June 1991..
 CS0167
 CS0167.The geoid height was determined by GEOID03.
 CS0167
 CS0167.The dynamic height is computed by dividing the NAVD 88
 CS0167.geopotential number by the normal gravity value computed on the
 CS0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0167.degrees latitude (g = 980.6199 gals.).
 CS0167
 CS0167.The modeled gravity was interpolated from observed gravity values.
 CS0167
 CS0167;                    North         East    Units  Estimated Accuracy
 CS0167;SPC TXNC     - 2,119,070.      821,100.      MT  (+/- 180 meters Scaled)
 CS0167
 CS0167                          SUPERSEDED SURVEY CONTROL
 CS0167
 CS0167  NGVD 29 (??/??/92)  166.917  (m)          547.63   (f) ADJ UNCH    2 0
 CS0167
 CS0167.Superseded values are not recommended for survey control.
 CS0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0167.See file dsdata.txt to determine how the superseded data were derived.
 CS0167
 CS0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB679236(NAD 83)
 CS0167_MARKER: DR = REFERENCE MARK DISK
 CS0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0167_STAMPING: ELMO NO 1 1949
 CS0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0167+STABILITY: SURFACE MOTION
 CS0167
 CS0167  HISTORY     - Date     Condition        Report By
 CS0167  HISTORY     - 1949     MONUMENTED       CGS
 CS0167  HISTORY     - 1952     GOOD             NGS
 CS0167  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0167  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0167
 CS0167                          STATION DESCRIPTION
 CS0167
 CS0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0167'7.45 MI W FROM WILLS POINT.
 CS0167'7.45 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0167'AT WILLS POINT, 78 FEET WEST OF THE SOUTHWEST CORNER OF A 1 STORY
 CS0167'FRAME HOUSE, 160 FEET SOUTHEAST OF TRIANGULATION STATION ELMO 1949, 3
 CS0167'FEET NORTH OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH
 CS0167'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CS0167
 CS0167                          STATION RECOVERY (1988)
 CS0167
 CS0167'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0167'MARK NOT FOUND.
 CS0167
 CS0167                          STATION RECOVERY (1991)
 CS0167
 CS0167'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0168 ***********************************************************************
 CS0168  DESIGNATION -  ELMO RM 2
 CS0168  PID         -  CS0168
 CS0168  STATE/COUNTY-  TX/KAUFMAN
 CS0168  USGS QUAD   -  ELMO (1981)
 CS0168
 CS0168                         *CURRENT SURVEY CONTROL
 CS0168  ___________________________________________________________________
 CS0168* NAD 83(1986)-  32 43 05.     (N)    096 08 28.     (W)     SCALED    
 CS0168* NAVD 88     -       166.168  (meters)     545.17   (feet)  ADJUSTED  
 CS0168  ___________________________________________________________________
 CS0168  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0168  DYNAMIC HT  -         165.983 (meters)     544.56  (feet)  COMP
 CS0168  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 CS0168
 CS0168  VERT ORDER  -  SECOND    CLASS 0
 CS0168
 CS0168.The horizontal coordinates were scaled from a topographic map and have
 CS0168.an estimated accuracy of +/- 6 seconds.
 CS0168
 CS0168.The orthometric height was determined by differential leveling
 CS0168.and adjusted by the National Geodetic Survey in June 1991..
 CS0168
 CS0168.The geoid height was determined by GEOID03.
 CS0168
 CS0168.The dynamic height is computed by dividing the NAVD 88
 CS0168.geopotential number by the normal gravity value computed on the
 CS0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0168.degrees latitude (g = 980.6199 gals.).
 CS0168
 CS0168.The modeled gravity was interpolated from observed gravity values.
 CS0168
 CS0168;                    North         East    Units  Estimated Accuracy
 CS0168;SPC TXNC     - 2,119,070.      821,100.      MT  (+/- 180 meters Scaled)
 CS0168
 CS0168                          SUPERSEDED SURVEY CONTROL
 CS0168
 CS0168  NGVD 29 (??/??/92)  166.173  (m)          545.19   (f) ADJ UNCH    2 0
 CS0168
 CS0168.Superseded values are not recommended for survey control.
 CS0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0168.See file dsdata.txt to determine how the superseded data were derived.
 CS0168
 CS0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB679236(NAD 83)
 CS0168_MARKER: DR = REFERENCE MARK DISK
 CS0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0168_STAMPING: ELMO NO 2 1949
 CS0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0168+STABILITY: SURFACE MOTION
 CS0168
 CS0168  HISTORY     - Date     Condition        Report By
 CS0168  HISTORY     - 1949     MONUMENTED       CGS
 CS0168  HISTORY     - 1952     GOOD             NGS
 CS0168  HISTORY     - 1988     GOOD             USPSQD
 CS0168  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 CS0168
 CS0168                          STATION DESCRIPTION
 CS0168
 CS0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS0168'7.45 MI W FROM WILLS POINT.
 CS0168'7.45 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0168'AT WILLS POINT, 20 FEET NORTH OF THE NORTHEAST CORNER OF A 1 STORY
 CS0168'FRAME HOUSE, 114 FEET SOUTHWEST OF TRIANGULATION STATION ELMO 1949, 2
 CS0168'FEET NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 CS0168'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CS0168
 CS0168                          STATION RECOVERY (1988)
 CS0168
 CS0168'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0168'RECOVERED IN GOOD CONDITION.
 CS0168
 CS0168                          STATION RECOVERY (1991)
 CS0168
 CS0168'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8585 ***********************************************************************
 AB8585  SACS        -  This is a Secondary Airport Control Station.
 AB8585  DESIGNATION -  ELP 120+00
 AB8585  PID         -  AB8585
 AB8585  STATE/COUNTY-  TX/EL PASO
 AB8585  USGS QUAD   -  FORT BLISS SE (1994)
 AB8585
 AB8585                         *CURRENT SURVEY CONTROL
 AB8585  ___________________________________________________________________
 AB8585* NAD 83(1993)-  31 49 18.15241(N)    106 22 24.11820(W)     ADJUSTED  
 AB8585* NAVD 88     -      1201.16   (meters)    3940.8    (feet)  GPS OBS   
 AB8585  ___________________________________________________________________
 AB8585  X           -  -1,529,426.457 (meters)                     COMP
 AB8585  Y           -  -5,205,477.888 (meters)                     COMP
 AB8585  Z           -   3,344,270.075 (meters)                     COMP
 AB8585  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AB8585  ELLIP HEIGHT-        1177.16  (meters)          (07/24/01) GPS OBS
 AB8585  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AB8585
 AB8585  HORZ ORDER  -  FIRST
 AB8585  ELLP ORDER  -  FOURTH    CLASS I
 AB8585
 AB8585.This mark is at El Paso Intl (ELP) Airport (ELP)
 AB8585
 AB8585.The horizontal coordinates were established by GPS observations
 AB8585.and adjusted by the National Geodetic Survey in December 1996..
 AB8585
 AB8585.The orthometric height was determined by GPS observations and a
 AB8585.high-resolution geoid model.
 AB8585
 AB8585.GPS derived orthometric heights for airport stations designated as
 AB8585.PACS or SACS are published to 2 decimal places.  This maintains
 AB8585.centimeter relative accuracy between the PACS and SACS.  It does
 AB8585.not indicate centimeter accuracy relative to other marks which are
 AB8585.part of the NAVD 88 network.
 AB8585
 AB8585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8585
 AB8585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8585
 AB8585.The ellipsoidal height was determined by GPS observations
 AB8585.and is referenced to NAD 83.
 AB8585
 AB8585.The geoid height was determined by GEOID03.
 AB8585
 AB8585;                    North         East     Units Scale Factor Converg.
 AB8585;SPC TX C     - 3,254,427.734   128,446.731   MT  0.99998403   -3 06 39.5
 AB8585;SPC TX C     -10,677,234.99    421,412.32   sFT  0.99998403   -3 06 39.5
 AB8585;UTM  13      - 3,521,495.233   370,022.265   MT  0.99980836   -0 43 27.3
 AB8585
 AB8585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8585!SPC TX C     -   0.99981520  x   0.99998403  =   0.99979923
 AB8585!UTM  13      -   0.99981520  x   0.99980836  =   0.99962359
 AB8585
 AB8585                          SUPERSEDED SURVEY CONTROL
 AB8585
 AB8585  ELLIP H (12/11/96) 1177.20   (m)                       GP(       ) 4 1
 AB8585
 AB8585.Superseded values are not recommended for survey control.
 AB8585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8585.See file dsdata.txt to determine how the superseded data were derived.
 AB8585
 AB8585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7002221495(NAD 83)
 AB8585_MARKER: DD = SURVEY DISK
 AB8585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8585_STAMPING: 120+00 EL. 3930.89
 AB8585_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8585+STABILITY: SURFACE MOTION
 AB8585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8585+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1997
 AB8585
 AB8585  HISTORY     - Date     Condition        Report By
 AB8585  HISTORY     - UNK      MONUMENTED
 AB8585  HISTORY     - 19950512 GOOD             NGS
 AB8585  HISTORY     - 19970329 GOOD             NGS
 AB8585
 AB8585                          STATION DESCRIPTION
 AB8585
 AB8585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB8585'THE STATION IS LOCATED IN THE NORTHEAST PART OF EL PASO, ON THE EL
 AB8585'PASO INTERNATIONAL AIRPORT, NEAR THE NORTH END OF THE AIRPORT,
 AB8585'NORTHWEST OF AND IN LINE WITH THE THRESHOLD LIGHTS.  OWNERSHIP--CITY
 AB8585'OF EL PASO, 2 CIVIC CENTER PLAZA EL PASO, TX 79999.  THE MANAGER IS
 AB8585'BILL RANKIN, PHONE 915 852-3554.  TO REACH THE AIRPORT FROM THE
 AB8585'JUNCTION OF INTERSTATE HIGHWAY 10 AND AIRWAY BLVD, GO 2.72 KM (1.70
 AB8585'MI) NORTH TO THE TERMINAL ON THE RIGHT.  ESCORT IS REQUIRED, MANAGERS
 AB8585'OFFICE IS ON THE 2ND FLOOR OF THE TERMINAL.  THE STATION IS 63.9 M
 AB8585'(209.6 FT) NORTHWEST OF AND IN LINE WITH THE THRESHOLD LIGHTS, 2.5 M
 AB8585'(8.2 FT) SOUTHEAST OF AND LEVEL WITH THE CENTER OF A TRACK ROAD.
 AB8585'NOTE--THIS STATION WAS SELECTED AS A SACS.
 AB8585
 AB8585                          STATION RECOVERY (1997)
 AB8585
 AB8585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB8585'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8586 ***********************************************************************
 AB8586  SACS        -  This is a Secondary Airport Control Station.
 AB8586  DESIGNATION -  ELP A
 AB8586  PID         -  AB8586
 AB8586  STATE/COUNTY-  TX/EL PASO
 AB8586  USGS QUAD   -  EL PASO (1997)
 AB8586
 AB8586                         *CURRENT SURVEY CONTROL
 AB8586  ___________________________________________________________________
 AB8586* NAD 83(1993)-  31 48 13.55907(N)    106 23 58.50604(W)     ADJUSTED  
 AB8586* NAVD 88     -      1193.28   (meters)    3915.0    (feet)  GPS OBS   
 AB8586  ___________________________________________________________________
 AB8586  X           -  -1,532,102.615 (meters)                     COMP
 AB8586  Y           -  -5,205,777.321 (meters)                     COMP
 AB8586  Z           -   3,342,574.937 (meters)                     COMP
 AB8586  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AB8586  ELLIP HEIGHT-        1169.26  (meters)          (07/24/01) GPS OBS
 AB8586  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AB8586
 AB8586  HORZ ORDER  -  FIRST
 AB8586  ELLP ORDER  -  FOURTH    CLASS I
 AB8586
 AB8586.This mark is at El Paso Intl (ELP) Airport (ELP)
 AB8586
 AB8586.The horizontal coordinates were established by GPS observations
 AB8586.and adjusted by the National Geodetic Survey in December 1996..
 AB8586
 AB8586.The orthometric height was determined by GPS observations and a
 AB8586.high-resolution geoid model.
 AB8586
 AB8586.GPS derived orthometric heights for airport stations designated as
 AB8586.PACS or SACS are published to 2 decimal places.  This maintains
 AB8586.centimeter relative accuracy between the PACS and SACS.  It does
 AB8586.not indicate centimeter accuracy relative to other marks which are
 AB8586.part of the NAVD 88 network.
 AB8586
 AB8586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8586
 AB8586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8586
 AB8586.The ellipsoidal height was determined by GPS observations
 AB8586.and is referenced to NAD 83.
 AB8586
 AB8586.The geoid height was determined by GEOID03.
 AB8586
 AB8586;                    North         East     Units Scale Factor Converg.
 AB8586;SPC TX C     - 3,252,576.193   125,859.723   MT  0.99997960   -3 07 28.1
 AB8586;SPC TX C     -10,671,160.39    412,924.77   sFT  0.99997960   -3 07 28.1
 AB8586;UTM  13      - 3,519,537.894   367,515.033   MT  0.99981647   -0 44 15.7
 AB8586
 AB8586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8586!SPC TX C     -   0.99981644  x   0.99997960  =   0.99979604
 AB8586!UTM  13      -   0.99981644  x   0.99981647  =   0.99963294
 AB8586
 AB8586                          SUPERSEDED SURVEY CONTROL
 AB8586
 AB8586  ELLIP H (12/11/96) 1169.30   (m)                       GP(       ) 4 1
 AB8586
 AB8586.Superseded values are not recommended for survey control.
 AB8586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8586.See file dsdata.txt to determine how the superseded data were derived.
 AB8586
 AB8586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6751519538(NAD 83)
 AB8586_MARKER: DS = TRIANGULATION STATION DISK
 AB8586_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB8586+WITH SETTING: PAVEMENT
 AB8586_SP_SET: FOOTING
 AB8586_STAMPING: ELP A 1995
 AB8586_MARK LOGO: NGS   
 AB8586_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8586+STABILITY: SURFACE MOTION
 AB8586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8586+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1997
 AB8586
 AB8586  HISTORY     - Date     Condition        Report By
 AB8586  HISTORY     - 1995     MONUMENTED       NGS
 AB8586  HISTORY     - 19970329 GOOD             NGS
 AB8586
 AB8586                          STATION DESCRIPTION
 AB8586
 AB8586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB8586'THE STATION IS LOCATED IN THE NORTHEAST PART OF EL PASO, ON THE EL
 AB8586'PASO INTERNATIONAL AIRPORT, WEST OF THE WINDSOCK, IN TOP OF AND NEAR
 AB8586'THE CENTER OF A 14-FOOT CIRCLE OF CONCRETE.  OWNERSHIP--CITY OF EL
 AB8586'PASO, 2 CIVIC CENTER PLAZA EL PASO, TX 79999.  THE MANAGER IS BILL
 AB8586'RANKIN, PHONE 915 852-3554.  TO REACH THE AIRPORT FROM THE JUNCTION OF
 AB8586'INTERSTATE HIGHWAY 10 AND AIRWAY BLVD, GO 2.72 KM (1.70 MI) NORTH TO
 AB8586'THE TERMINAL ON THE RIGHT.  ESCORT IS REQUIRED, MANAGERS OFFICE IS ON
 AB8586'THE 2ND FLOOR OF THE TERMINAL.  THE STATION IS IN TOP OF AND NEAR THE
 AB8586'CENTER OF A 14-FOOT CONCRETE CIRCLE, 147.0 M (482.3 FT) WEST OF THE
 AB8586'WINDSOCK, 61.4 M (201.4 FT) SOUTHEAST OF A CHAIN-LINK FENCE CORNER
 AB8586'POST FOR GATES ACROSS A RAILROAD, 50.4 M (165.4 FT) SOUTHEAST OF THE
 AB8586'CENTER OF A GRAVELED ROAD, 44.6 M (146.3 FT) NORTHEAST OF THE CENTER
 AB8586'OF A TRACK ROAD, 0.3 M (1.0 FT) EAST OF A WITNESS POST. NOTE--THIS
 AB8586'STATION WAS SELECTED AS A SACS.
 AB8586
 AB8586                          STATION RECOVERY (1997)
 AB8586
 AB8586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB8586'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6431 ***********************************************************************
 AC6431  SACS        -  This is a Secondary Airport Control Station.
 AC6431  DESIGNATION -  ELP AP STA B
 AC6431  PID         -  AC6431
 AC6431  STATE/COUNTY-  TX/EL PASO
 AC6431  USGS QUAD   -  FORT BLISS SE (1994)
 AC6431
 AC6431                         *CURRENT SURVEY CONTROL
 AC6431  ___________________________________________________________________
 AC6431* NAD 83(1993)-  31 49 16.97831(N)    106 22 22.96227(W)     ADJUSTED  
 AC6431* NAVD 88     -      1201.80   (meters)    3942.9    (feet)  GPS OBS   
 AC6431  ___________________________________________________________________
 AC6431  X           -  -1,529,402.814 (meters)                     COMP
 AC6431  Y           -  -5,205,505.279 (meters)                     COMP
 AC6431  Z           -   3,344,239.678 (meters)                     COMP
 AC6431  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AC6431  ELLIP HEIGHT-        1177.80  (meters)          (09/07/01) GPS OBS
 AC6431  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AC6431
 AC6431  HORZ ORDER  -  FIRST
 AC6431  ELLP ORDER  -  FOURTH    CLASS I
 AC6431
 AC6431.This mark is at El Paso Intl (ELP) Airport (ELP)
 AC6431
 AC6431.The horizontal coordinates were established by GPS observations
 AC6431.and adjusted by the National Geodetic Survey in February 2000..
 AC6431
 AC6431.The orthometric height was determined by GPS observations and a
 AC6431.high-resolution geoid model.
 AC6431
 AC6431.GPS derived orthometric heights for airport stations designated as
 AC6431.PACS or SACS are published to 2 decimal places.  This maintains
 AC6431.centimeter relative accuracy between the PACS and SACS.  It does
 AC6431.not indicate centimeter accuracy relative to other marks which are
 AC6431.part of the NAVD 88 network.
 AC6431
 AC6431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6431
 AC6431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6431
 AC6431.The ellipsoidal height was determined by GPS observations
 AC6431.and is referenced to NAD 83.
 AC6431
 AC6431.The geoid height was determined by GEOID03.
 AC6431
 AC6431;                    North         East     Units Scale Factor Converg.
 AC6431;SPC TX C     - 3,254,389.975   128,475.123   MT  0.99998395   -3 06 38.9
 AC6431;SPC TX C     -10,677,111.11    421,505.47   sFT  0.99998395   -3 06 38.9
 AC6431;UTM  13      - 3,521,458.695   370,052.200   MT  0.99980826   -0 43 26.7
 AC6431
 AC6431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6431!SPC TX C     -   0.99981510  x   0.99998395  =   0.99979905
 AC6431!UTM  13      -   0.99981510  x   0.99980826  =   0.99962339
 AC6431
 AC6431                          SUPERSEDED SURVEY CONTROL
 AC6431
 AC6431  ELLIP H (02/01/00) 1177.84   (m)                       GP(       ) 4 1
 AC6431
 AC6431.Superseded values are not recommended for survey control.
 AC6431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6431.See file dsdata.txt to determine how the superseded data were derived.
 AC6431
 AC6431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7005221459(NAD 83)
 AC6431_MARKER: DD = SURVEY DISK
 AC6431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6431_STAMPING: AP 1962 STA B
 AC6431_MARK LOGO: NOS   
 AC6431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6431+STABILITY: SURFACE MOTION
 AC6431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6431+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1998
 AC6431
 AC6431  HISTORY     - Date     Condition        Report By
 AC6431  HISTORY     - 1962     MONUMENTED       NOS
 AC6431  HISTORY     - 19880615 GOOD             NGS
 AC6431  HISTORY     - 19980416 GOOD             NGS
 AC6431
 AC6431                          STATION DESCRIPTION
 AC6431
 AC6431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC6431'IN THE NORTHEAST SECTION OF THE AIRPORT, NEAR RUNWAY END 22.  THE
 AC6431'STATION IS 100 FT (30.5 M) NORTHWEST OF THE NORTH CORNER OF THE RUNWAY
 AC6431'END, 175.0 FT (53.3 M) NORTHWEST OF THE CENTERLINE END AT RUNWAY END
 AC6431'22, 141.22 FT (43.04 M) WEST-NORTHWEST OF THE NORTH CORNER OF THE 100
 AC6431'FT (30.5 M) OVERRUN AT RUNWAY END 22, 192.41 FT (58.65 M)
 AC6431'NORTH-NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE RUNWAY END
 AC6431'22 ON THE NORTHWEST SIDE OF THE RUNWAY.  A STANDARD TOPOGRAPHIC DISK,
 AC6431'STAMPED AP 1962 STA B, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 AC6431'WITH THE GROUND.
 AC6431
 AC6431                          STATION RECOVERY (1998)
 AC6431
 AC6431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DRM)
 AC6431'THE STATION IS LOCATED IN THE NORTHEAST PART OF EL PASO, ON THE EL
 AC6431'PASO INTERNATIONAL AIRPORT IN THE NORTHEAST CORNER OF THE AIRPORT ON
 AC6431'THE NORTHWEST SIDE OF RUNWAY END 22.  OWNERSHIP--CITY OF EL PASO, 2
 AC6431'CIVIC CENTER PLAZA, EL PASO, TX 79999.  AIRPORT MANAGER IS BILL
 AC6431'RANKIN, PHONE 915 852-3554.  TO REACH THE AIRPORT FROM THE JUNCTION OF
 AC6431'INTERSTATE 10 AND AIRWAY BLVD, GO 2.72 KM (1.70 MI) NORTH TO THE
 AC6431'TERMINAL ON RIGHT.  ESCORT IS REQUIRED, MANAGER OFFICE IS ON THE
 AC6431'SECOND FLOR OF TERMINAL.  THE STATION IS LOCATED 53.34 M (175.00 FT)
 AC6431'NORTHWEST OF THE CENTERLINE OF RUNWAY END 22, 43.03 M (141.17 FT) WEST
 AC6431'OF THE NORTHWEST CORNER OF THE BLASTPAD FOR END 22, 58.7 M (192.6 FT)
 AC6431'NORTH OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE RUNWAY END AN ON THE
 AC6431'NORTH WESTSIDE OF THE RUNWAY, 30.5 M (100.1 FT) NORTHWEST OF THE
 AC6431'PAINTED CORNER OF THE RUNWAY AND ON LINE WITH THE END OF RUNWAY, AND
 AC6431'PROTRUDES 6 CM ABOVE THE SURFACE. THIS STATION IS DESIGNATED AS A
 AC6431'SECONDARY AIRPORT CONTROL STATION (SACS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2562 ***********************************************************************
 AX2562  DESIGNATION -  ELPORT
 AX2562  PID         -  AX2562
 AX2562  STATE/COUNTY-  TX/WHARTON
 AX2562  USGS QUAD   -  EL CAMPO (1981)
 AX2562
 AX2562                         *CURRENT SURVEY CONTROL
 AX2562  ___________________________________________________________________
 AX2562* NAD 83(1993)-  29 10 35.53487(N)    096 19 19.12610(W)     ADJUSTED  
 AX2562* NAVD 88     -        30.484  (meters)     100.01   (feet)  ADJUSTED  
 AX2562  ___________________________________________________________________
 AX2562  X           -    -613,710.425 (meters)                     COMP
 AX2562  Y           -  -5,539,435.996 (meters)                     COMP
 AX2562  Z           -   3,091,001.837 (meters)                     COMP
 AX2562  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AX2562  ELLIP HEIGHT-           3.41  (meters)          (02/16/96) GPS OBS
 AX2562  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX2562  DYNAMIC HT  -          30.441 (meters)      99.87  (feet)  COMP
 AX2562  MODELED GRAV-     979,233.4   (mgal)                       NAVD 88
 AX2562
 AX2562  HORZ ORDER  -  THIRD
 AX2562  VERT ORDER  -  FIRST     CLASS I
 AX2562  ELLP ORDER  -  FIFTH     CLASS I
 AX2562
 AX2562.The horizontal coordinates were established by GPS observations
 AX2562.and adjusted by the National Geodetic Survey in February 1996..
 AX2562
 AX2562.The orthometric height was determined by differential leveling
 AX2562.and adjusted by the National Geodetic Survey in June 1991..
 AX2562
 AX2562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX2562
 AX2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2562
 AX2562.The ellipsoidal height was determined by GPS observations
 AX2562.and is referenced to NAD 83.
 AX2562
 AX2562.The geoid height was determined by GEOID03.
 AX2562
 AX2562.The dynamic height is computed by dividing the NAVD 88
 AX2562.geopotential number by the normal gravity value computed on the
 AX2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2562.degrees latitude (g = 980.6199 gals.).
 AX2562
 AX2562.The modeled gravity was interpolated from observed gravity values.
 AX2562
 AX2562;                    North         East     Units Scale Factor Converg.
 AX2562;SPC TXSC     - 4,151,844.691   860,441.378   MT  0.99986704   +1 18 43.2
 AX2562;SPC TXSC     -13,621,510.46  2,822,964.75   sFT  0.99986704   +1 18 43.2
 AX2562;UTM  14      - 3,230,513.335   760,444.691   MT  1.00043711   +1 18 22.6
 AX2562
 AX2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2562!SPC TXSC     -   0.99999946  x   0.99986704  =   0.99986650
 AX2562!UTM  14      -   0.99999946  x   1.00043711  =   1.00043657
 AX2562
 AX2562:                Primary Azimuth Mark                     Grid Az
 AX2562:SPC TXSC     -  ELPORT AZ MK                             177 20 50.9
 AX2562:UTM  14      -  ELPORT AZ MK                             177 21 11.5
 AX2562
 AX2562|---------------------------------------------------------------------|
 AX2562| PID    Reference Object                     Distance      Geod. Az  |
 AX2562|                                                           dddmmss.s |
 AX2562| AX2563 ELPORT AZ MK                        APPROX. 0.5 KM 1783934.1 |
 AX2562|---------------------------------------------------------------------|
 AX2562
 AX2562                          SUPERSEDED SURVEY CONTROL
 AX2562
 AX2562  NAD 83(1986)-  29 10 35.55443(N)    096 19 19.11430(W) AD(       ) 3
 AX2562  NAD 83(1986)-  29 10 35.55435(N)    096 19 19.11344(W) AD(       ) 3
 AX2562  NGVD 29 (12/23/87)   30.490  (m)          100.03   (f) ADJUSTED    1 1
 AX2562
 AX2562.Superseded values are not recommended for survey control.
 AX2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2562.See file dsdata.txt to determine how the superseded data were derived.
 AX2562
 AX2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6044530513(NAD 83)
 AX2562_MARKER: I = METAL ROD
 AX2562_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AX2562_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AX2562_STAMPING: ELPORT 1987
 AX2562_MARK LOGO: NGS   
 AX2562_PROJECTION: FLUSH
 AX2562_MAGNETIC: I = MARKER IS A STEEL ROD
 AX2562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2562+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 AX2562_ROD/PIPE-DEPTH: 8.5  meters
 AX2562
 AX2562  HISTORY     - Date     Condition        Report By
 AX2562  HISTORY     - 1987     MONUMENTED       NGS
 AX2562  HISTORY     - 1987     GOOD             NGS
 AX2562  HISTORY     - 19890120 GOOD             NGS
 AX2562  HISTORY     - 20041020 GOOD             INDIV
 AX2562
 AX2562                          STATION DESCRIPTION
 AX2562
 AX2562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AX2562'THE STATION IS LOCATED ABOUT 17 KM (11.0 MI)
 AX2562'NORTH-NORTHWEST OF DANEVANG, 9.7 KM (6.0 MI) NORTHEAST OF LOUISE
 AX2562'AND 4.8 KM (3.0 MI) SOUTHWEST OF EL CAMPO, AT THE EL CAMPO METRO
 AX2562'AIRPORT, NEAR THE FIRST RUNWAY LIGHT ON THE WEST SIDE OF THE RUNWAY
 AX2562'AT THE NORTHERN END.
 AX2562'OWNERSHIP--CITY OF EL CAMPO, R W BURRELL, MANAGER, PO BOX 1240, EL
 AX2562'CAMPO TX 77437, PHONE 409-543-6241.
 AX2562'
 AX2562'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 AX2562'HIGHWAY 71, ON THE SOUTH SIDE OF EL CAMPO.  GO SOUTHWEST ON U.S.
 AX2562'HIGHWAY 59 FOR 6.0 KM (3.7 MI) TO COUNTY ROAD 355 ON THE RIGHT,
 AX2562'TURN RIGHT AND GO NORTH FOR 1.3 KM (0.8 MI) TO COUNTY ROAD 358 ON
 AX2562'THE LEFT.  TURN LEFT AND GO WEST FOR 0.2 KM (0.15 MI) TO THE
 AX2562'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD FOR
 AX2562'0.2 KM (0.1 MI), THEN TURN RIGHT AND FOLLOW TAXIWAY TO THE APPROACH
 AX2562'END OF RUNWAY 17 (NORTH END OF RUNWAY).  TURN LEFT AND GO SOUTH ON
 AX2562'THE RUNWAY FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 AX2562'
 AX2562'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AX2562'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AX2562'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AX2562'LOGO CAP STAMPED---ELPORT 1987---, THE ROD IS RECESSED 1 CM BELOW
 AX2562'THE GROUND SURFACE.  LOCATED
 AX2562'70.1 METERS (230.0 FT) SOUTH FROM THE WESTERN MOST THRESHOLD LIGHT,
 AX2562'14.6 METERS (47.9 FT) WEST FROM THE RUNWAY CENTER,
 AX2562'5.2 METERS (17.1 FT) SOUTH-SOUTHWEST FROM A RUNWAY LIGHT AND
 AX2562'0.3 METERS (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 AX2562'
 AX2562'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 AX2562'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE 3 FEET LONG
 AX2562'FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A LOGO
 AX2562'CAP STAMPED---ELPORT AZ MK 1987---, THE ROD IS RECESSED 1 CM BELOW
 AX2562'THE GROUND SURFACE.  LOCATED
 AX2562'17.2 METERS (56.4 FT) EAST FROM THE EAST EDGE OF A CULTIVATED FIELD,
 AX2562'13.5 METERS (44.3 FT) WEST FROM THE RUNWAY CENTERLINE,
 AX2562'1.7 METERS (5.6 FT) SOUTH-SOUTHWEST FROM A RUNWAY LIGHT AND
 AX2562'0.3 METERS (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 AX2562'TO REACH THE AZIMUTH FROM THE STATION,
 AX2562'CONTINUE STRAIGHT AHEAD, SOUTH FOR 0.6 KM (0.35 MI) ON THE
 AX2562'RUNWAY TO THE STATION NEAR THE 10TH RUNWAY LIGHT, WEST SIDE.
 AX2562'
 AX2562'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AX2562'
 AX2562'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AX2562'
 AX2562'DESCRIBED BY B.L. LAMBERT.
 AX2562
 AX2562                          STATION RECOVERY (1987)
 AX2562
 AX2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX2562'7.2 KM (4.5 MI) SW FROM EL CAMPO.
 AX2562'4.89 KM (3.04 MI) SOUTHWEST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION
 AX2562'OF STATE HIGHWAY 71 IN EL CAMPO, THENCE 0.86 KM (0.53 MI) SOUTHWEST
 AX2562'ALONG US HIGHWAY 59, THENCE 1.3 KM (0.8 MI) NORTH ALONG COUNTY ROAD
 AX2562'355 (AIRPORT ROAD), THENCE 0.2 KM (0.15 MI) WEST ALONG COUNTY ROAD 358
 AX2562'TO THE AIRPORT ENTRANCE, THE STATION IS LOCATED 0.08 KM (0.05 MI)
 AX2562'SOUTH OF THE NORTH END OF THE MAIN NORTH-SOUTH RUNWAY, 14.6 METERS
 AX2562'(47.9 FT) WEST OF THE CENTER OF THE RUNWAY, 70.1 METERS (230 FT) SOUTH
 AX2562'OF THE WESTERNMOST ONE OF THE THRESHOLD LIGHTS, 5.2 METERS (17.1 FT)
 AX2562'SOUTH-SOUTHWEST OF THE FIRST YELLOW RUNWAY LIGHT ON THE WEST SIDE OF
 AX2562'THE RUNWAY.  FOR ACCESS CONTACT EL CAMPO CITY MANAGER MR R L BURRELL
 AX2562'AT TELEPHONE (409)543-6241.  NOTE--A GPS STATION WHOSE DATUM POINT IS
 AX2562'IN A 1-INCH SLEEVE WHICH EXTENDS TO A DEPTH OF 0.9 METER.
 AX2562'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2562'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 AX2562'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 AX2562
 AX2562                          STATION RECOVERY (1989)
 AX2562
 AX2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AX2562'RECOVERED IN GOOD CONDITION.
 AX2562
 AX2562                          STATION RECOVERY (2004)
 AX2562
 AX2562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AX2562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2563 ***********************************************************************
 AX2563  DESIGNATION -  ELPORT AZ MK
 AX2563  PID         -  AX2563
 AX2563  STATE/COUNTY-  TX/WHARTON
 AX2563  USGS QUAD   -  EL CAMPO (1981)
 AX2563
 AX2563                         *CURRENT SURVEY CONTROL
 AX2563  ___________________________________________________________________
 AX2563* NAD 83(1993)-  29 10 17.82700(N)    096 19 18.65395(W)     ADJUSTED  
 AX2563* NAVD 88     -        30.913  (meters)     101.42   (feet)  ADJUSTED  
 AX2563  ___________________________________________________________________
 AX2563  X           -    -613,727.051 (meters)                     COMP
 AX2563  Y           -  -5,539,701.924 (meters)                     COMP
 AX2563  Z           -   3,090,526.010 (meters)                     COMP
 AX2563  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AX2563  ELLIP HEIGHT-           3.84  (meters)          (02/16/96) GPS OBS
 AX2563  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX2563  DYNAMIC HT  -          30.869 (meters)     101.28  (feet)  COMP
 AX2563  MODELED GRAV-     979,233.1   (mgal)                       NAVD 88
 AX2563
 AX2563  HORZ ORDER  -  THIRD
 AX2563  VERT ORDER  -  FIRST     CLASS I
 AX2563  ELLP ORDER  -  FIFTH     CLASS I
 AX2563
 AX2563.The horizontal coordinates were established by GPS observations
 AX2563.and adjusted by the National Geodetic Survey in February 1996..
 AX2563
 AX2563.The orthometric height was determined by differential leveling
 AX2563.and adjusted by the National Geodetic Survey in June 1991..
 AX2563
 AX2563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX2563
 AX2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2563
 AX2563.The ellipsoidal height was determined by GPS observations
 AX2563.and is referenced to NAD 83.
 AX2563
 AX2563.The geoid height was determined by GEOID03.
 AX2563
 AX2563.The dynamic height is computed by dividing the NAVD 88
 AX2563.geopotential number by the normal gravity value computed on the
 AX2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2563.degrees latitude (g = 980.6199 gals.).
 AX2563
 AX2563.The modeled gravity was interpolated from observed gravity values.
 AX2563
 AX2563;                    North         East     Units Scale Factor Converg.
 AX2563;SPC TXSC     - 4,151,300.000   860,466.612   MT  0.99986728   +1 18 43.4
 AX2563;SPC TXSC     -13,619,723.42  2,823,047.54   sFT  0.99986728   +1 18 43.4
 AX2563;UTM  14      - 3,229,968.331   760,469.884   MT  1.00043727   +1 18 22.1
 AX2563
 AX2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2563!SPC TXSC     -   0.99999940  x   0.99986728  =   0.99986668
 AX2563!UTM  14      -   0.99999940  x   1.00043727  =   1.00043667
 AX2563
 AX2563:                Primary Azimuth Mark                     Grid Az
 AX2563:SPC TXSC     -  ELPORT                                   357 20 50.9
 AX2563:UTM  14      -  ELPORT                                   357 21 12.2
 AX2563
 AX2563|---------------------------------------------------------------------|
 AX2563| PID    Reference Object                     Distance      Geod. Az  |
 AX2563|                                                           dddmmss.s |
 AX2563| AX2562 ELPORT                              APPROX. 0.5 KM 3583934.3 |
 AX2563|---------------------------------------------------------------------|
 AX2563
 AX2563                          SUPERSEDED SURVEY CONTROL
 AX2563
 AX2563  NAD 83(1986)-  29 10 17.84602(N)    096 19 18.64450(W) AD(       ) 3
 AX2563  NAD 83(1986)-  29 10 17.84735(N)    096 19 18.64517(W) AD(       ) 3
 AX2563  NGVD 29 (12/23/87)   30.918  (m)          101.44   (f) ADJUSTED    1 1
 AX2563
 AX2563.Superseded values are not recommended for survey control.
 AX2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2563.See file dsdata.txt to determine how the superseded data were derived.
 AX2563
 AX2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6047029968(NAD 83)
 AX2563_MARKER: I = METAL ROD
 AX2563_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AX2563_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AX2563_STAMPING: ELPORT AZ MK 1987
 AX2563_MARK LOGO: NGS   
 AX2563_PROJECTION: FLUSH
 AX2563_MAGNETIC: I = MARKER IS A STEEL ROD
 AX2563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2563+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1989
 AX2563_ROD/PIPE-DEPTH: 7.3  meters
 AX2563
 AX2563  HISTORY     - Date     Condition        Report By
 AX2563  HISTORY     - 1987     MONUMENTED       NGS
 AX2563  HISTORY     - 1987     GOOD             NGS
 AX2563  HISTORY     - 19890120 GOOD             NGS
 AX2563  HISTORY     - 20041020 POOR             INDIV
 AX2563
 AX2563                          STATION DESCRIPTION
 AX2563
 AX2563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AX2563'THE STATION IS LOCATED ABOUT 17.0 KM (11.0 MI)
 AX2563'NORTH-NORTHWEST OF DANEVANG, 9.7 KM (6.0 MI) NORTHEAST OF LOUISE
 AX2563'AND 4.8 KM (3.0 MI) SOUTHWEST OF EL CAMPO, AT THE EL CAMPO METRO
 AX2563'AIRPORT.
 AX2563'OWNERSHIP--CITY OF EL CAMPO, R W BURRELL, MANAGER, PO BOX 1240, EL
 AX2563'CAMPO TX 77437, PHONE 409-543-6241.
 AX2563'
 AX2563'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 AX2563'HIGHWAY 71, ON THE SOUTH SIDE OF EL CAMPO.  GO SOUTHWEST ON U.S.
 AX2563'HIGHWAY 59 FOR 6.0 KM (3.7 MI) TO COUNTY ROAD 355 ON THE RIGHT,
 AX2563'TURN RIGHT AND GO NORTH FOR 1.3 KM (0.8 MI) TO COUNTY ROAD 358 ON
 AX2563'THE LEFT.  TURN LEFT AND GO WEST FOR 0.2 KM (0.15 MI) TO THE
 AX2563'AIRPORT ENTRANCE ON THE LEFT. TURN LEFT ON THE ENTRANCE ROAD FOR
 AX2563'0.2 KM (0.1 MI), THEN TURN RIGHT AND FOLLOW TAXIWAY TO THE APPROACH
 AX2563'END OF RUNWAY 17 (NORTH END OF RUNWAY).  TURN LEFT AND GO SOUTH ON
 AX2563'THE RUNWAY FOR 0.1 KM (0.05 MI) TO STATION EL CAMPO ON THE RIGHT,
 AX2563'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.6 KM (0.35 MI) ON THE
 AX2563'RUNWAY TO THE STATION NEAR THE 10TH RUNWAY LIGHT, WEST SIDE.
 AX2563'
 AX2563'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AX2563'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE 3 FEET LONG
 AX2563'FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A LOGO
 AX2563'CAP STAMPED---ELPORT AZ MK 1987---, THE ROD IS RECESSED 1 CM BELOW
 AX2563'THE GROUND SURFACE.  LOCATED
 AX2563'17.2 METERS (56.4 FT) EAST FROM THE EDGE OF A CULTIVATED FIELD,
 AX2563'13.5 METERS (44.3 FT) WEST FROM THE RUNWAY CENTERLINE,
 AX2563'1.7 METERS (5.6 FT) SOUTH-SOUTHWEST FROM A RUNWAY LIGHT AND
 AX2563'0.3 METERS (1.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 AX2563'
 AX2563'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AX2563'
 AX2563'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AX2563'
 AX2563'DESCRIBED BY B.L. LAMBERT.
 AX2563
 AX2563                          STATION RECOVERY (1987)
 AX2563
 AX2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX2563'7.2 KM (4.5 MI) SW FROM EL CAMPO.
 AX2563'4.89 KM (3.04 MI) SOUTHWEST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION
 AX2563'OF STATE HIGHWAY 71 IN EL CAMPO, THENCE 0.86 KM (0.53 MI) SOUTHWEST
 AX2563'ALONG US HIGHWAY 59, THENCE 1.3 KM (0.8 MI) NORTH ALONG COUNTY ROAD
 AX2563'355 (AIRPORT ROAD), THENCE 0.2 KM (0.15 MI) WEST ALONG COUNTY ROAD 358
 AX2563'TO THE ENTRANCE OF THE EL CAMPO METROPOLITAN AIRPORT, THE AZIMUTH MARK
 AX2563'IS LOCATED 0.64 KM (0.4 MI) SOUTH OF THE NORTH END OF THE MAIN
 AX2563'NORTH-SOUTH RUNWAY AND 0.56 KM (0.35 MI) SOUTH OF THE STATION MARK
 AX2563'ELPORT, AT THE TENTH RUNWAY LIGHT SOUTH OF THE NORTH END OF THE
 AX2563'RUNWAY, 13.5 METERS (44.3 FT) WEST OF THE CENTERLINE OF THE RUNWAY,
 AX2563'1.7 METERS (5.6 FT) SOUTH-SOUTHWEST OF THE RUNWAY LIGHT.  FOR ACCESS
 AX2563'CONTACT EL CAMPO CITY MANAGER MR R L RURRELL AT TELEPHONE
 AX2563'(409)543-6241.  NOTE--A GPS STATION WHOSE DATUM POINT IS IN A 1-INCH
 AX2563'SLEEVE WHICH EXTENDS TO A DEPTH OF 0.9 METER.  NOTE--ACCESS TO DATUM
 AX2563'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2563'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 AX2563'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 AX2563
 AX2563                          STATION RECOVERY (1989)
 AX2563
 AX2563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AX2563'RECOVERED IN GOOD CONDITION.
 AX2563
 AX2563                          STATION RECOVERY (2004)
 AX2563
 AX2563'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AX2563'STATION HAS BEEN HIT BY EQUIPMENT. THE CASING IS PUSHED AGAINST THE
 AX2563'ROD. IT APPEARS TO BE APPROXIMATELY 0.2 FEET OUT OF POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM1007 ***********************************************************************
 EM1007  DESIGNATION -  ELROY
 EM1007  PID         -  EM1007
 EM1007  STATE/COUNTY-  TX/HARDEMAN
 EM1007  USGS QUAD   -  WILLIAMS (1990)
 EM1007
 EM1007                         *CURRENT SURVEY CONTROL
 EM1007  ___________________________________________________________________
 EM1007* NAD 83(1993)-  34 28 40.94896(N)    099 56 56.26585(W)     ADJUSTED  
 EM1007* NAVD 88     -       555.6    (meters)    1823.     (feet)  VERTCON   
 EM1007  ___________________________________________________________________
 EM1007  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 EM1007  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 EM1007
 EM1007  HORZ ORDER  -  FIRST
 EM1007
 EM1007.The horizontal coordinates were established by classical geodetic methods
 EM1007.and adjusted by the National Geodetic Survey in February 1996..
 EM1007
 EM1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM1007
 EM1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM1007
 EM1007.The geoid height was determined by GEOID03.
 EM1007
 EM1007;                    North         East     Units Scale Factor Converg.
 EM1007;SPC TXNC     - 2,312,707.413   466,872.294   MT  1.00018282   -0 47 24.9
 EM1007;SPC TXNC     - 7,587,607.57  1,531,730.18   sFT  1.00018282   -0 47 24.9
 EM1007;UTM  14      - 3,815,570.865   412,857.862   MT  0.99969360   -0 32 14.0
 EM1007
 EM1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1007!SPC TXNC     -   0.99991724  x   1.00018282  =   1.00010004
 EM1007!UTM  14      -   0.99991724  x   0.99969360  =   0.99961086
 EM1007
 EM1007:                Primary Azimuth Mark                     Grid Az
 EM1007:SPC TXNC     -  ELROY AZ MK                              026 45 37.9
 EM1007:UTM  14      -  ELROY AZ MK                              026 30 27.0
 EM1007
 EM1007|---------------------------------------------------------------------|
 EM1007| PID    Reference Object                     Distance      Geod. Az  |
 EM1007|                                                           dddmmss.s |
 EM1007| CX7161 ELROY AZ MK                                        0255813.0 |
 EM1007| CX7162 ELROY RM                            114.240 METERS 10236     |
 EM1007| CX7163 ELROY RM 1                          134.307 METERS 10236     |
 EM1007| EM0974 QUANAH CITY WATER TANK              APPROX.27.7 KM 1353934.1 |
 EM1007| CX7164 ELROY RM 2                          115.153 METERS 18747     |
 EM1007|---------------------------------------------------------------------|
 EM1007
 EM1007                          SUPERSEDED SURVEY CONTROL
 EM1007
 EM1007  NAD 83(1993)-  34 28 40.94905(N)    099 56 56.26584(W) AD(       ) 1
 EM1007  NAD 83(1986)-  34 28 40.95459(N)    099 56 56.25802(W) AD(       ) 1
 EM1007  NAD 27      -  34 28 40.71638(N)    099 56 54.89144(W) AD(       ) 1
 EM1007  NGVD 29 (07/19/86)  555.4    (m)         1822.     (f) VERT ANG       
 EM1007
 EM1007.Superseded values are not recommended for survey control.
 EM1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1007.See file dsdata.txt to determine how the superseded data were derived.
 EM1007
 EM1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD1285815571(NAD 83)
 EM1007_MARKER: DS = TRIANGULATION STATION DISK
 EM1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM1007
 EM1007  HISTORY     - Date     Condition        Report By
 EM1007  HISTORY     - 1923     MONUMENTED       CGS
 EM1007  HISTORY     - 1938     GOOD             TXHD
 EM1007  HISTORY     - 1955     GOOD             USGS
 EM1007  HISTORY     - 1958     GOOD             CGS
 EM1007  HISTORY     - 1967     GOOD             CGS
 EM1007
 EM1007                          STATION DESCRIPTION
 EM1007
 EM1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM1007'STATION IS ABOUT 7 MI. N AND 6 MI. E OF THE TOWN OF KIRKLAND,
 EM1007'2 MI. S OF THE HOOLEYANN STORE, ON LAND BELONGING TO W.H.
 EM1007'JENKINS.  STATION IS ON THE HIGHEST POINT IN A CULTIVATED
 EM1007'FIELD, ABOUT 1/4 MI. SE OF A HOUSE OCCUPIED BY A MR. MC ELROY,
 EM1007'132 M. (433 FT.) W OF A N-S FENCE LINE, AND 107 M. (351 FT.)
 EM1007'N OF A SECTION-LINE FENCE.
 EM1007'
 EM1007'NO SURFACE MARK WAS SET BECAUSE OF INTERFERENCE WITH CULTIVATION
 EM1007'OF A FIELD.
 EM1007'
 EM1007'STATION MARK, SET 18 IN. BELOW THE SURFACE OF THE GROUND,
 EM1007'IS A STANDARD DISK, IN A BLOCK OF CONCRETE.
 EM1007'
 EM1007'REFERENCE MARK IS A STANDARD DISK, SET IN A SQUARE BLOCK OF
 EM1007'CONCRETE, IN A FENCE LINE, 114.24 M. (374.8 FT.) FROM THE
 EM1007'STATION, S 77 DEG 24 MIN 23 SEC E.
 EM1007'
 EM1007'ELEVATION OF STATION IS 555.4 M. (1822 FT.).
 EM1007
 EM1007                          STATION RECOVERY (1938)
 EM1007
 EM1007'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EM1007'TO REACH THE STATION FROM THE CHILDRESS-HARDEMAN COUNTY
 EM1007'LINE ON U.S. HIGHWAY 370, DRIVE E ON U.S. HIGHWAY 370 FOR
 EM1007'0.65 MI. TO A ROAD.  TURN LEFT OFF U.S. HIGHWAY 370 AND GO N
 EM1007'FOR 9.25 MI. TO CROSSROADS.  TURN E AND GO 1.6 MI. TO A ROAD.
 EM1007'TURN S AND GO 0.65 MI., THEN S FOR 0.1 MI.  THEN S ON A FARM
 EM1007'ROAD FOR 0.1 MI.  THEN E FOR 0.2 MI.  THEN S FOR 0.1 MI. TO
 EM1007'THE TOP OF A HILL AND THE STATION.
 EM1007'
 EM1007'APPROXIMATE SITE OF THE STATION MARK SET UNDERGROUND, RECOVERED
 EM1007'FROM THE REFERENCE MARK.  NO ATTEMPT WAS MADE TO RECOVER THE
 EM1007'AZIMUTH MARK.
 EM1007
 EM1007                          STATION RECOVERY (1955)
 EM1007
 EM1007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 EM1007'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION,
 EM1007'THE REFERENCE AZIMUTH MARK WAS 440.54 FEET FROM STATION
 EM1007'MARK INSTEAD OF 374.8 FEET.
 EM1007
 EM1007                          STATION RECOVERY (1958)
 EM1007
 EM1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 EM1007'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT
 EM1007'IS ON THE SUMMIT OF A HILL ON LAND THAT APPARENTLY HASNT
 EM1007'BEEN FARMED FOR SEVERAL YEARS.  THE MARK IS ABOUT 3 INCHES
 EM1007'BELOW THE SURFACE OF THE GROUND.  THE REFERENCE MARK WAS NOT
 EM1007'RECOVERED.  THE ORIGINAL MEASUREMENTS TO THE REFERENCE MARK
 EM1007'AND THE FENCE TO THE EAST OF THE STATION APPEAR TO BE IN ERROR.
 EM1007'THE DISTANCE TO THE FENCE SHOULD BE FARTHER THAN THE DISTANCE
 EM1007'TO THE REFERENCE MARK.  THE FENCE LINE APPEARS TO HAVE BEEN
 EM1007'MOVED ABOUT 6 FEET TO THE EAST SO THE REFERENCE MARK MAY
 EM1007'HAVE BEEN DESTROYED BY FARMING OPERATIONS.
 EM1007'
 EM1007'FOLLOWING IS A DESCRIPTION TO REACH THE STATION--
 EM1007'
 EM1007'TO REACH FROM KIRKLAND, FROM THE MAIN INTERSECTION, GO EAST
 EM1007'ON U.S. HIGHWAY 287 FOR 4.3 MILES TO A SIDE ROAD LEFT, TURN
 EM1007'LEFT AND GO NORTH FOR 8.8 MILES TO CROSSROADS, TURN RIGHT AND
 EM1007'GO EAST FOR 1.55 MILES TO POINT WHERE MAIN ROAD TURNS LEFT,
 EM1007'TURN RIGHT THROUGH THE EAST ONE OF TWO WIRE GATES AND GO SOUTH
 EM1007'FOR 0.5 MILE TO A WIRE GATE, CONTINUE SOUTH FOR 0.35 MILE THEN
 EM1007'TURN LEFT AND GO EAST ACROSS FIELD FOR 0.25 MILE TO AN OLD
 EM1007'HOUSE (FORMER HOME OF MR. ELROY), PASS TO RIGHT OF HOUSE AND
 EM1007'GO SOUTHEAST ACROSS FIELD FOR 0.25 MILE TO TOP OF HILL AND
 EM1007'STATION ON SUMMIT OF HILL.
 EM1007
 EM1007                          STATION RECOVERY (1967)
 EM1007
 EM1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM1007'THE STATION AND REFERENCE MARK WERE RECOVERED.  AN AZIMUTH MARK AND
 EM1007'ANOTHER REFERENCE MARK WAS ESTABLISHED.  DUE TO PROPOSED CULTIVATION
 EM1007'THE SURFACE AND UNDERGROUND MARK WAS LOWERED.  THIS PARTY STAMPED
 EM1007'THE ORIGINAL REFERENCE MARK NO 1.  FOLLOWING IS A NEW COMPLETE
 EM1007'DESCRIPTION.
 EM1007'
 EM1007'THE STATION IS ABOUT 15-3/4 MILES EAST-NORTHEAST OF CHILDRESS, 10-1/2
 EM1007'MILES NORTH-NORTHWEST OF GOODLETT AND 9-1/4 MILES NORTHEAST OF
 EM1007'KIRKLAND, ON THE HIGHEST POINT OF A SMALL KNOLL IN AN OPEN FIELD.
 EM1007'
 EM1007'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM
 EM1007'ROAD 1033 IN KIRKLAND, GO NORTH ON FARM ROAD 1033 FOR 3.9 MILES TO
 EM1007'THE JUNCTION WITH FARM ROAD 268.  TURN RIGHT AND GO EAST ON FARM ROAD
 EM1007'268 FOR 4.0 MILES TO A GRADED CROSSROAD.  TURN LEFT AND GO NORTH ON
 EM1007'GRADED ROAD FOR 3.05 MILES TO A FIELD ROAD RIGHT.  TURN RIGHT THEN
 EM1007'LEFT AND GO NORTH FOR 0.1 MILE TO A FENCE LINE.  TURN RIGHT AND GO
 EM1007'EAST ON TRACK ROAD FOR 2.0 MILES TO THE BASE OF A SMALL KNOLL.
 EM1007'TURN LEFT AND GO NORTH FOR 0.1 MILE TO THE TOP OF KNOLL AND THE
 EM1007'STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR
 EM1007'0.1 MILE TO A FENCE LINE.  TURN LEFT AND GO NORTH FOR 0.25 MILE
 EM1007'TO THE MARK.
 EM1007'
 EM1007'STATION MARK IS A STANDARD DISK, STAMPED ELROY 1923 1967, SET IN
 EM1007'THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER, THAT IS 22
 EM1007'INCHES BELOW THE GROUND SURFACE.  IT IS 441.0 FEET WEST OF A
 EM1007'NORTH-SOUTH FENCE LINE AND 378.8 FEET NORTH OF AN EAST-WEST FENCE
 EM1007'LINE.  THE UNDERGROUND MARK IS 58 INCHES BELOW THE GROUND
 EM1007'SURFACE.  NO WITNESS POST WAS SET BECAUSE OF PROPOSED
 EM1007'CULTIVATION.
 EM1007'
 EM1007'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELROY NO 1 1923, SET IN
 EM1007'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS 10 INCHES BELOW
 EM1007'THE GROUND SURFACE.  IT IS 2.0 FEET SOUTHWEST OF A WITNESS POST, 1.0
 EM1007'FEET WEST OF THE NORTH-SOUTH FENCE LINE AND 7 FEET LOWER THAN THE
 EM1007'STATION.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS
 EM1007'440.78 FEET OR (134.350) METERS.
 EM1007'
 EM1007'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELROY NO 2 1923 1967,
 EM1007'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1007'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 2.0 FEET WEST OF A
 EM1007'WITNESS POST, 1.0 FEET NORTH OF THE EAST-WEST FENCE LINE AND 8 FEET
 EM1007'LOWER THAN THE STATION.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE
 EM1007'IS 378.02 FEET OR (115.220) METERS.
 EM1007'
 EM1007'AZIMUTH MARK IS A STANDARD DISK STAMPED ELROY 1923 1967, SET IN
 EM1007'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1007'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 3.0 FEET SOUTH OF A
 EM1007'WITNESS POST AND 1.8 FEET WEST OF A FENCE.
 EM1007'
 EM1007'NOTE--THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE
 EM1007'TO EXTREME DIFFERENCE IN ELEVATION AND DISTANCE.
 EM1007'
 EM1007'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/4 MILES
 EM1007'NORTHEAST OF KIRKLAND.
 EM1007'
 EM1007'HEIGHT OF LIGHT ABOVE STATION MARK 23 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0914 ***********************************************************************
 BM0914  DESIGNATION -  ELROY DISTRICT 12 MUN TANK
 BM0914  PID         -  BM0914
 BM0914  STATE/COUNTY-  TX/TRAVIS
 BM0914  USGS QUAD   -  MONTOPOLIS (1988)
 BM0914
 BM0914                         *CURRENT SURVEY CONTROL
 BM0914  ___________________________________________________________________
 BM0914* NAD 83(1993)-  30 07 34.87957(N)    097 38 22.91254(W)     ADJUSTED  
 BM0914* NAVD 88     -                                                        
 BM0914  ___________________________________________________________________
 BM0914  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BM0914  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0914
 BM0914  HORZ ORDER  -  THIRD
 BM0914
 BM0914.The horizontal coordinates were established by classical geodetic methods
 BM0914.and adjusted by the National Geodetic Survey in February 1996..
 BM0914
 BM0914
 BM0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0914
 BM0914.The geoid height was determined by GEOID03.
 BM0914
 BM0914;                    North         East     Units Scale Factor Converg.
 BM0914;SPC TX C     - 3,054,102.810   959,542.947   MT  0.99999743   +1 23 14.6
 BM0914;SPC TX C     -10,020,002.30  3,148,100.49   sFT  0.99999743   +1 23 14.6
 BM0914;SPC TXSC     - 4,254,897.487   731,075.490   MT  0.99995843   +0 39 59.1
 BM0914;SPC TXSC     -13,959,609.51  2,398,536.84   sFT  0.99995843   +0 39 59.1
 BM0914;UTM  14      - 3,333,567.520   631,037.615   MT  0.99981184   +0 40 58.2
 BM0914
 BM0914                          SUPERSEDED SURVEY CONTROL
 BM0914
 BM0914  NAD 83(1986)-  30 07 34.89779(N)    097 38 22.89271(W) AD(       ) 4
 BM0914  NAD 27      -  30 07 34.12500(N)    097 38 21.89300(W) AD(       ) 3
 BM0914
 BM0914.Superseded values are not recommended for survey control.
 BM0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0914.See file dsdata.txt to determine how the superseded data were derived.
 BM0914
 BM0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU3103833568(NAD 83)
 BM0914_MARKER: 53 = ELEVATED TANK
 BM0914
 BM0914  HISTORY     - Date     Condition        Report By
 BM0914  HISTORY     - 1961     FIRST OBSERVED   CGS
 BM0914  HISTORY     - 1969     GOOD             USAF
 BM0914  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 BM0914  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BM0914
 BM0914                          STATION DESCRIPTION
 BM0914
 BM0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 BM0914'THE STATION IS THE DISTRICT 12 MUNICIPAL WATER TANK WHICH
 BM0914'IS ABOUT 11 MILES SOUTHEAST OF THE STATE CAPITOL IN AUSTIN
 BM0914'AND ABOUT 4 MILES SOUTHEAST OF THE CENTER OF THE BERGSTROM
 BM0914'AIR FORCE BASE.
 BM0914'
 BM0914'IT IS A LARGE SILVER TANK, ELEVATED ON FOUR STEEL LEGS AND
 BM0914'THE OVERALL HEIGHT IS 112 FEET.  THE POINT OF INTERSECTION
 BM0914'WAS THE BALL AT THE APEX.
 BM0914
 BM0914                          STATION RECOVERY (1969)
 BM0914
 BM0914'RECOVERY NOTE BY US AIR FORCE 1969
 BM0914'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BM0914
 BM0914                          STATION RECOVERY (1999)
 BM0914
 BM0914'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0914'MARK NOT FOUND.
 BM0914
 BM0914                          STATION RECOVERY (2004)
 BM0914
 BM0914'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1454 ***********************************************************************
 AE1454  DESIGNATION -  ELSA WATER TANK
 AE1454  PID         -  AE1454
 AE1454  STATE/COUNTY-  TX/HIDALGO
 AE1454  USGS QUAD   -  LA BLANCA (1982)
 AE1454
 AE1454                         *CURRENT SURVEY CONTROL
 AE1454  ___________________________________________________________________
 AE1454* NAD 83(1993)-  26 17 54.37118(N)    098 04 06.70788(W)     ADJUSTED  
 AE1454* NAVD 88     -                                                        
 AE1454  ___________________________________________________________________
 AE1454  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 AE1454  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AE1454
 AE1454  HORZ ORDER  -  THIRD
 AE1454
 AE1454.The horizontal coordinates were established by classical geodetic methods
 AE1454.and adjusted by the National Geodetic Survey in February 1996..
 AE1454
 AE1454
 AE1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1454
 AE1454.The geoid height was determined by GEOID03.
 AE1454
 AE1454;                    North         East     Units Scale Factor Converg.
 AE1454;SPC TX S     - 5,070,069.948   343,086.660   MT  0.99996942   +0 11 45.2
 AE1454;SPC TX S     -16,634,054.49  1,125,610.15   sFT  0.99996942   +0 11 45.2
 AE1454;UTM  14      - 2,909,069.363   592,985.056   MT  0.99970675   +0 24 45.8
 AE1454
 AE1454                          SUPERSEDED SURVEY CONTROL
 AE1454
 AE1454  NAD 83(1986)-  26 17 54.37762(N)    098 04 06.67181(W) AD(       ) 4
 AE1454  NAD 27      -  26 17 53.12363(N)    098 04 05.63692(W) AD(       ) 3
 AE1454
 AE1454.Superseded values are not recommended for survey control.
 AE1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1454.See file dsdata.txt to determine how the superseded data were derived.
 AE1454
 AE1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ9298509069(NAD 83)
 AE1454_MARKER: 51 = TANK
 AE1454
 AE1454  HISTORY     - Date     Condition        Report By
 AE1454  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1454  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AE1454
 AE1454                          STATION DESCRIPTION
 AE1454
 AE1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1454'STATION IS A STEEL WATER TANK, SILVER PAINTED.  LOCATED
 AE1454'FROM 1.5 TO 2 MILES W OF ELSA.  OBSERVED CENTER.  NOT VISITED.
 AE1454'
 AE1454'OBSERVED FROM MC ALLEN (ECC.) AND EDIN.
 AE1454
 AE1454                          STATION RECOVERY (2004)
 AE1454
 AE1454'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0871 ***********************************************************************
 BP0871  DESIGNATION -  ELSINORE
 BP0871  PID         -  BP0871
 BP0871  STATE/COUNTY-  TX/PECOS
 BP0871  USGS QUAD   -  SIERRA MADERA NW (1980)
 BP0871
 BP0871                         *CURRENT SURVEY CONTROL
 BP0871  ___________________________________________________________________
 BP0871* NAD 83(1993)-  30 38 10.42005(N)    102 57 41.55098(W)     ADJUSTED  
 BP0871* NAVD 88     -      1167.     (meters)    3829.     (feet)  SCALED    
 BP0871  ___________________________________________________________________
 BP0871  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 BP0871  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BP0871
 BP0871  HORZ ORDER  -  THIRD
 BP0871
 BP0871.The horizontal coordinates were established by classical geodetic methods
 BP0871.and adjusted by the National Geodetic Survey in February 1996..
 BP0871
 BP0871.The orthometric height was scaled from a topographic map.
 BP0871
 BP0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0871
 BP0871.The geoid height was determined by GEOID03.
 BP0871
 BP0871;                    North         East     Units Scale Factor Converg.
 BP0871;SPC TX C     - 3,110,456.913   448,095.255   MT  0.99990192   -1 21 13.3
 BP0871;SPC TX C     -10,204,890.72  1,470,125.85   sFT  0.99990192   -1 21 13.3
 BP0871;UTM  13      - 3,391,059.356   695,358.321   MT  1.00007082   +1 02 20.8
 BP0871
 BP0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0871!SPC TX C     -   0.99982030  x   0.99990192  =   0.99972224
 BP0871!UTM  13      -   0.99982030  x   1.00007082  =   0.99989111
 BP0871
 BP0871:                Primary Azimuth Mark                     Grid Az
 BP0871:SPC TX C     -  MADERA                                   137 31 23.1
 BP0871:UTM  13      -  MADERA                                   135 07 49.0
 BP0871
 BP0871|---------------------------------------------------------------------|
 BP0871| PID    Reference Object                     Distance      Geod. Az  |
 BP0871|                                                           dddmmss.s |
 BP0871| BP0868 MADERA                              APPROX. 6.7 KM 1361009.8 |
 BP0871|---------------------------------------------------------------------|
 BP0871
 BP0871                          SUPERSEDED SURVEY CONTROL
 BP0871
 BP0871  NAD 83(1986)-  30 38 10.41300(N)    102 57 41.55227(W) AD(       ) 3
 BP0871  NAD 27      -  30 38 09.82800(N)    102 57 39.97100(W) AD(       ) 3
 BP0871
 BP0871.Superseded values are not recommended for survey control.
 BP0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0871.See file dsdata.txt to determine how the superseded data were derived.
 BP0871
 BP0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP9535891059(NAD 83)
 BP0871_MARKER: DD = SURVEY DISK
 BP0871_SETTING: 66 = SET IN ROCK OUTCROP
 BP0871_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 BP0871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0871+STABILITY: POSITION/ELEVATION WELL
 BP0871
 BP0871  HISTORY     - Date     Condition        Report By
 BP0871  HISTORY     - 1965     MONUMENTED       USGS
 BP0871
 BP0871                          STATION DESCRIPTION
 BP0871
 BP0871'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BP0871'LOCATED 18 MI. SSW. OF FORT STOCKTON, 1.5 MI. W. OF MARATHON RD.,
 BP0871'0.8 MI. N. OF ELSINORE RANCH HEADQUARTERS, ON A LOW RIDGE.
 BP0871'TO REACH FROM COURTHOUSE IN FORT STOCKTON, DRIVE 0.7 MI. W. TO THE
 BP0871'MARATHON RD., TURN LEFT AND GO S. ALONG THIS RD. FOR 16.7 MI. TO
 BP0871'ENTRANCE OF ELSINORE RANCH, TURN RIGHT AND GO 1.1 MI. W. ALONG MAIN
 BP0871'RANCH RD. PASSING JUST N. OF THE HEADQUARTERS TO RD. FORK, TAKE RIGHT
 BP0871'FORK AND GO 0.8 MI. NORTHWESTERLY ALONG TRACK RD. TO SADDLE, TURN E.
 BP0871'UP RIDGE FOR 0.1 MI. TO E. END OF LOW TOP AND STATION.
 BP0871'
 BP0871'STATION MARK - STANDARD TABLET, STAMPED --- ELSINORE 1965 ---,
 BP0871'CEMENTED IN A DRILL HOLE IN A LIMESTONE BEDROCK.
 BP0871'
 BP0871'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE
 BP0871'IN BEDROCK, 48.34 FT. FROM STATION MARK, N 08 DEG 29 MIN E.
 BP0871'
 BP0871'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE IN
 BP0871'BEDROCK, 14.68 FT. FROM STATION MARK, S 83 DEG 36 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1595 ***********************************************************************
 AE1595  DESIGNATION -  ELTORO RANCH WINDMILL
 AE1595  PID         -  AE1595
 AE1595  STATE/COUNTY-  TX/STARR
 AE1595  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1595
 AE1595                         *CURRENT SURVEY CONTROL
 AE1595  ___________________________________________________________________
 AE1595* NAD 83(1993)-  26 21 51.58421(N)    098 33 42.30635(W)     ADJUSTED  
 AE1595* NAVD 88     -                                                        
 AE1595  ___________________________________________________________________
 AE1595  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AE1595  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE1595
 AE1595  HORZ ORDER  -  THIRD
 AE1595
 AE1595.The horizontal coordinates were established by classical geodetic methods
 AE1595.and adjusted by the National Geodetic Survey in February 1996..
 AE1595
 AE1595
 AE1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1595
 AE1595.The geoid height was determined by GEOID03.
 AE1595
 AE1595;                    North         East     Units Scale Factor Converg.
 AE1595;SPC TX S     - 5,077,297.963   293,837.020   MT  0.99995609   -0 01 40.9
 AE1595;SPC TX S     -16,657,768.40    964,030.29   sFT  0.99995609   -0 01 40.9
 AE1595;UTM  14      - 2,916,106.243   543,722.951   MT  0.99962360   +0 11 40.6
 AE1595
 AE1595                          SUPERSEDED SURVEY CONTROL
 AE1595
 AE1595  NAD 83(1986)-  26 21 51.58851(N)    098 33 42.26914(W) AD(       ) 4
 AE1595  NAD 27      -  26 21 50.34496(N)    098 33 41.18728(W) AD(       ) 3
 AE1595
 AE1595.Superseded values are not recommended for survey control.
 AE1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1595.See file dsdata.txt to determine how the superseded data were derived.
 AE1595
 AE1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4372316106(NAD 83)
 AE1595_MARKER: 66 = WINDMILL
 AE1595
 AE1595  HISTORY     - Date     Condition        Report By
 AE1595  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1595
 AE1595                          STATION DESCRIPTION
 AE1595
 AE1595'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1592 ***********************************************************************
 AE1592  DESIGNATION -  ELTORO RESET
 AE1592  PID         -  AE1592
 AE1592  STATE/COUNTY-  TX/STARR
 AE1592  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1592
 AE1592                         *CURRENT SURVEY CONTROL
 AE1592  ___________________________________________________________________
 AE1592* NAD 83(1993)-  26 21 53.31650(N)    098 34 00.50685(W)     ADJUSTED  
 AE1592* NAVD 88     -        94.6    (meters)     310.     (feet)  VERTCON   
 AE1592  ___________________________________________________________________
 AE1592  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AE1592  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE1592
 AE1592  HORZ ORDER  -  FIRST
 AE1592
 AE1592.The horizontal coordinates were established by classical geodetic methods
 AE1592.and adjusted by the National Geodetic Survey in February 1996..
 AE1592
 AE1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1592
 AE1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1592
 AE1592.The geoid height was determined by GEOID03.
 AE1592
 AE1592;                    North         East     Units Scale Factor Converg.
 AE1592;SPC TX S     - 5,077,351.530   293,332.478   MT  0.99995600   -0 01 49.2
 AE1592;SPC TX S     -16,657,944.14    962,374.97   sFT  0.99995600   -0 01 49.2
 AE1592;UTM  14      - 2,916,157.833   543,218.372   MT  0.99962306   +0 11 32.6
 AE1592
 AE1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1592!SPC TX S     -   0.99998891  x   0.99995600  =   0.99994491
 AE1592!UTM  14      -   0.99998891  x   0.99962306  =   0.99961197
 AE1592
 AE1592|---------------------------------------------------------------------|
 AE1592| PID    Reference Object                     Distance      Geod. Az  |
 AE1592|                                                           dddmmss.s |
 AE1592| CV3152 EL TORO RM 4                         18.739 METERS 03723     |
 AE1592| AE1588 ELTORO USBR WIT POST NE 1947         12.981 METERS 05411     |
 AE1592| AE1586 TIERRA NEGRA                        APPROX.11.9 KM 0655645.2 |
 AE1592| AE1595 ELTORO RANCH WINDMILL               APPROX. 0.5 KM 0960148.4 |
 AE1592| AE1590 WINDMILL NEAR TREES                 APPROX. 3.7 KM 1305920.0 |
 AE1592| CV3153 EL TORO RM 5                         23.117 METERS 13612     |
 AE1592| AE1591 ELTORO USBR WIT POST SE 1947         13.112 METERS 14832     |
 AE1592| AE1594 WINDMILL NEAR WHITE HOUSE           APPROX. 6.7 KM 1741352.1 |
 AE1592| AE1589 FLORES RANCH WINDMILL               APPROX. 7.1 KM 1780611.5 |
 AE1592| AE1596 MAXIMO DIAZ RANCH WINDMILL          APPROX. 6.2 KM 1863350.3 |
 AE1592| CV3149 EL TORO RM                           46.790 METERS 18829     |
 AE1592| CV3150 EL TOTO RM 2                         12.600 METERS 23412     |
 AE1592| CV3151 EL TORO RM 3                         12.896 METERS 32829     |
 AE1592|---------------------------------------------------------------------|
 AE1592
 AE1592                          SUPERSEDED SURVEY CONTROL
 AE1592
 AE1592  NAD 83(1986)-  26 21 53.32079(N)    098 34 00.46985(W) AD(       ) 1
 AE1592  NAD 27      -  26 21 52.07727(N)    098 33 59.38631(W) AD(       ) 1
 AE1592  NGVD 29 (07/19/86)   94.7    (m)          311.     (f) VERT ANG       
 AE1592
 AE1592.Superseded values are not recommended for survey control.
 AE1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1592.See file dsdata.txt to determine how the superseded data were derived.
 AE1592
 AE1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4321816158(NAD 83)
 AE1592_MARKER: DS = TRIANGULATION STATION DISK
 AE1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1592+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 AE1592
 AE1592  HISTORY     - Date     Condition        Report By
 AE1592  HISTORY     - 1946     MONUMENTED       CGS
 AE1592  HISTORY     - 1965     GOOD             CGS
 AE1592  HISTORY     - 1969     GOOD             CGS
 AE1592  HISTORY     - 20010626 GOOD             LOCSUR
 AE1592
 AE1592                          STATION DESCRIPTION
 AE1592
 AE1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1592'STATION WAS RECOVERED AS DESCRIBED.  THE STATION SURFACE
 AE1592'MARK AND THE REFERENCE MARK WERE FOUND TO BE DESTROYED AND
 AE1592'THE UNDERGROUND MARK WAS FOUND ABOUT 6 INCHES BELOW THE
 AE1592'SURFACE OF THE GROUND.  THE MARK WAS HELD AND A NEW UNDERGROUND
 AE1592'AND SURFACE DISK WAS SET BY THIS PARTY AND TWO NEW REFERENCE
 AE1592'MARKS WERE ALSO ESTABLISHED.  A COMPLETE NEW DESCRIPTION
 AE1592'FOLLOWS--
 AE1592'
 AE1592'STATION IS LOCATED ABOUT 18 MILES WEST-NORTHWEST OF MISSION
 AE1592'AND 2 MILES WEST OF THE STARR-HIDALGO COUNTY LINE AND ON
 AE1592'THE WEST SHOULDER OF AN OLD DIRT ROAD.  IT IS 43.02 FEET
 AE1592'NORTHWEST OF A 4X4 INCH CONCRETE WITNESS POST SET BY THE
 AE1592'BUREAU OF RECLAMATION, 42.58 FEET SOUTHWEST OF ANOTHER CONCRETE
 AE1592'WITNESS POST, 40 FEET NORTHWEST OF A TELEPHONE POLE AND
 AE1592'10 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD.  THE
 AE1592'MARK IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND AND
 AE1592'THE DISK IS STAMPED EL TORO 1917 1946.
 AE1592'
 AE1592'REFERENCE MARK NO. 2 IS 41.34 FEET SOUTHWEST OF THE STATION
 AE1592'AND 38 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD.  THE
 AE1592'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED EL
 AE1592'TORO NO 2 1917 1946.
 AE1592'
 AE1592'REFERENCE MARK NO. 3 IS 42.31 FEET NORTHWEST OF THE STATION
 AE1592'AND 38 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD.  THE
 AE1592'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED EL
 AE1592'TORO NO 3 1917 1946.
 AE1592'
 AE1592'J 644 (USC AND GS) WAS USED AS AN AZIMUTH MARK AND IS ABOUT
 AE1592'0.15 MILE NORTH OF THE STATION ON THE EAST SIDE OF THE ROAD.
 AE1592'IT IS 2.3 FEET SOUTH OF A WHITE WITNESS POST, 18 FEET EAST
 AE1592'OF THE APPROXIMATE CENTER OF THE ROAD AND 36 FEET SOUTH OF A
 AE1592'TELEPHONE POLE.  THE MARK IS AN 8X8 INCH CONCRETE POST WITH
 AE1592'A STANDARD U.S.C. AND G.S. BENCH MARK DISK STAMPED J 644
 AE1592'1942.  THE MARK PROJECTS ABOUT 6 INCHES.
 AE1592'
 AE1592'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 AE1592'AND STATE HIGHWAY 107 AT THE FIRST NATIONAL BANK IN MISSION,
 AE1592'GO WEST ON U.S. HIGHWAY 83 FOR 17 MILES TO THE STARR-HIDALGO
 AE1592'COUNTY LINE, CONTINUE 0.4 MILE TO A DIRT CROSSROAD, TURN
 AE1592'RIGHT AND GO 5.7 MILES TO A T-ROAD RIGHT, CONTINUE 0.05
 AE1592'MILE TO THE STATION AS DESCRIBED.
 AE1592'
 AE1592'HEIGHT OF LIGHT ABOVE STATION MARK.  14 METERS.
 AE1592
 AE1592                          STATION RECOVERY (1965)
 AE1592
 AE1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 AE1592'THE STATION MARK, AZIMUTH MARK, AND U.S. BUREAU OF RECLAMATION
 AE1592'MARKER WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AE1592'REFERENCE MARKS NO. 2 AND NO. 3 WERE FOUND TO BE DESTROYED.
 AE1592'TWO NEW REFERENCE MARKS WERE SET.  A COMPLETE DESCRIPTION
 AE1592'IS AS FOLLOWS--
 AE1592'
 AE1592'THE STATION IS ABOUT 18 MILES WEST-NORTHWEST OF MISSION,
 AE1592'AND 5 MILES NORTH OF SULLIVAN CITY.  THE STATION IS BELOW
 AE1592'THE SURFACE OF GROUND, ABOUT AT THE CENTER LINE OF A NORTH-SOUTH
 AE1592'SANDY ROAD WHICH IS ABOUT TWO MILES WEST OF THE STARR-HIDALGO
 AE1592'COUNTY LINE.
 AE1592'
 AE1592'TO REACH THE STATION FROM THE POST OFFICE IN SULLIVAN CITY,
 AE1592'GO WEST ON U.S. HIGHWAY 83 FOR 0.8 MILE TO THE STARR-HIDALGO
 AE1592'COUNTY LINE, CONTINUE WEST ON THE HIGHWAY 0.5 MILE TO A
 AE1592'SIDE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, AND FOLLOW THE
 AE1592'BLADED ROAD FOR 5.7 MILES TO THE STATION.
 AE1592'
 AE1592'TO REACH THE AZIMUTH MARK, GO NORTH FROM THE STATION FOR
 AE1592'0.15 MILE TO BENCH MARK J 644 1942, THE AZIMUTH MARK FOR
 AE1592'STATION, ON THE RIGHT.
 AE1592'
 AE1592'STATION MARK, A STANDARD DISK STAMPED EL TORO 1917-1946
 AE1592'IS SET IN A SQUARE CONCRETE POST WHICH IS ABOUT 6 INCHES
 AE1592'BELOW THE SURFACE OF THE ROAD.  IT IS ABOUT ON THE CENTER
 AE1592'LINE OF THE ROAD, 140 FEET NORTH OF THE CENTER LINE OF A
 AE1592'ROAD LEADING EAST, 37 FEET NORTHWEST OF A TELEPHONE POLE,
 AE1592'AND 35.5 FEET NORTHWEST OF A METAL WITNESS POST.
 AE1592'
 AE1592'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED EL TORO NO
 AE1592'4 1917 1946, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 AE1592'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 AE1592'IT IS 29 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 AE1592'ROAD, 194 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 AE1592'EAST, AND 1 FOOT WEST OF A FENCE LINE.
 AE1592'
 AE1592'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED EL TORO NO
 AE1592'5 1917 1946, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 AE1592'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 AE1592'IT IS 29 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 AE1592'ROAD, 117 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 AE1592'EAST, 2 FEET SOUTH OF A METAL WITNESS POST, AND 1 FOOT WEST
 AE1592'OF THE FENCE LINE.
 AE1592'
 AE1592'THE U.S. BUREAU OF RECLAMATION MARK IS A 4 IN X 4 IN
 AE1592'CONCRETE POST WITH A BOLT IN THE TOP AND IT PROJECTS ABOUT
 AE1592'2 INCHES ABOVE THE SURFACE OF GROUND.  IT IS 30 FEET EAST
 AE1592'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 170 FEET NORTH
 AE1592'OF THE CENTER LINE OF ROAD LEADING EAST, AND IS UNDER THE
 AE1592'RIGHT-OF-WAY FENCE LINE.
 AE1592
 AE1592                          STATION RECOVERY (1969)
 AE1592
 AE1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AE1592'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION AS MENTIONED
 AE1592'IN THE 1965 RECOVERY NOTE.  A METAL WITNESS POST WAS SET
 AE1592'1 FOOT WEST OF J 644 (USC AND GS) BM.
 AE1592'
 AE1592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 AE1592'NORTH OF SULLIVAN CITY
 AE1592
 AE1592                          STATION RECOVERY (2001)
 AE1592
 AE1592'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SR)
 AE1592'GUZMAN AND MUNOZ ENGINEERING AND SURVEYING
 AE1592' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0966 ***********************************************************************
 CD0966  DESIGNATION -  ELUSIVE
 CD0966  PID         -  CD0966
 CD0966  STATE/COUNTY-  TX/HUDSPETH
 CD0966  USGS QUAD   -  APACHE PEAK (1973)
 CD0966
 CD0966                         *CURRENT SURVEY CONTROL
 CD0966  ___________________________________________________________________
 CD0966* NAD 83(1993)-  31 29 47.01638(N)    104 57 52.23848(W)     ADJUSTED  
 CD0966* NAVD 88     -      1841.     (meters)    6040.     (feet)  SCALED    
 CD0966  ___________________________________________________________________
 CD0966  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 CD0966  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0966
 CD0966  HORZ ORDER  -  FIRST
 CD0966
 CD0966.The horizontal coordinates were established by classical geodetic methods
 CD0966.and adjusted by the National Geodetic Survey in February 1996..
 CD0966
 CD0966.The orthometric height was scaled from a topographic map.
 CD0966
 CD0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0966
 CD0966.The geoid height was determined by GEOID03.
 CD0966
 CD0966;                    North         East     Units Scale Factor Converg.
 CD0966;SPC TX C     - 3,211,994.488   260,173.254   MT  0.99991894   -2 23 07.2
 CD0966;SPC TX C     -10,538,018.58    853,585.08   sFT  0.99991894   -2 23 07.2
 CD0966;UTM  13      - 3,484,617.463   503,370.348   MT  0.99960014   +0 01 06.7
 CD0966
 CD0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0966!SPC TX C     -   0.99971463  x   0.99991894  =   0.99963360
 CD0966!UTM  13      -   0.99971463  x   0.99960014  =   0.99931489
 CD0966
 CD0966|---------------------------------------------------------------------|
 CD0966| PID    Reference Object                     Distance      Geod. Az  |
 CD0966|                                                           dddmmss.s |
 CD0966| CH9303 ELUSIVE RM 1                         16.550 METERS 15028     |
 CD0966| CH9304 ELUSIVE RM 2                         19.421 METERS 27108     |
 CD0966| CD1012 EL PASO FORT WORTH AWY BCN 6        APPROX.48.3 KM 3104315.6 |
 CD0966| CH9302 ELUSIVE AZ MK                                      3152109.4 |
 CD0966| CD1004 EL PASO FORT WORTH AWY BCN 8 A      APPROX.29.8 KM 3380903.6 |
 CD0966|---------------------------------------------------------------------|
 CD0966
 CD0966                          SUPERSEDED SURVEY CONTROL
 CD0966
 CD0966  NAD 83(1986)-  31 29 47.01906(N)    104 57 52.23660(W) AD(       ) 1
 CD0966  NAD 27      -  31 29 46.58200(N)    104 57 50.43500(W) AD(       ) 1
 CD0966
 CD0966.Superseded values are not recommended for survey control.
 CD0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0966.See file dsdata.txt to determine how the superseded data were derived.
 CD0966
 CD0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ0337084617(NAD 83)
 CD0966_MARKER: DS = TRIANGULATION STATION DISK
 CD0966_SETTING: 66 = SET IN ROCK OUTCROP
 CD0966_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CD0966
 CD0966  HISTORY     - Date     Condition        Report By
 CD0966  HISTORY     - 1934     MONUMENTED       CGS
 CD0966
 CD0966                          STATION DESCRIPTION
 CD0966
 CD0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD0966'ABOUT 30 MILES NORTH OF ALLAMOORE ON A HIGH RIDGE ABOUT 6 MILES
 CD0966'EAST OF THE BIG TANK RANCH AND ABOUT 8 MILES WEST OF STATE
 CD0966'HIGHWAY 54.
 CD0966'
 CD0966'TO REACH FROM THE DAGGER TANK GO NORTH ON ROAD 0.75 MILE, TAKE
 CD0966'THE RIGHT FORK FOR 0.5 MILE, TAKE THE RIGHT FORK 0.5 MILE TO A
 CD0966'WIRE GATE, PASS THROUGH THE GATE AND CONTINUE 3.5 MILES TO A
 CD0966'CROSS ROAD, CONTINUE STRAIGHT AHEAD FOR 0.9 MILE, PASS THROUGH A
 CD0966'WIRE GATE AND CONTINUE 0.8 MILE TO A WATER TANK, TURN RIGHT
 CD0966'(EAST) AT THE WATER TANK AND GO 3.05 MILES, PASS THROUGH ANOTHER
 CD0966'WIRE GATE AND TAKE RIGHT HAND ROAD FOR 1.4 MILES, PASS
 CD0966'THROUGH A WOODEN GATE AND GO STRAIGHT AHEAD 1.45 MILES TO A WOOD
 CD0966'AND WIRE GATE, CONTINUE 1.25 MILES TO A RANCH HOUSE KNOWN AS
 CD0966'THE BIG TANK RANCH.  GO EASTWARD, PAST THE HOUSE, FOR 1.1
 CD0966'MILES, TAKE THE LEFT FORK FOR 1.25 MILES TO A WIRE GATE,
 CD0966'CONTINUE ON ROAD FOR 0.1 MILE, TAKE THE LEFT FORK FOR 0.1 MILE
 CD0966'TO A DIRT TANK.  FROM THE DIRT TANK GO EASTWARD ALONG THE LEFT
 CD0966'SIDE OF THE CANYON ON AN OLD ROAD FOR 2.15 MILES, LEAVE THE
 CD0966'ROAD AND HEAD UP THE RIGHT HAND CANYON 0.95 MILE, TURN LEFT
 CD0966'UP THE CANYON, TO THE LEFT, ABOUT 0.1 MILE.  WITH CARE
 CD0966'TRUCK CAN BE TAKEN UP THE RIDGE TO THE SOUTHEAST.  FROM THE
 CD0966'TOP OF THE RIDGE AND A WIRE FENCE FOLLOW ALONG THE RIDGE AND
 CD0966'ACROSS TWO SADDLES, A DISTANCE OF ABOUT 2 MILES TO THE
 CD0966'STATION.  FROM THE TOP OF THIS RIDGE THE STATION IS
 CD0966'EAST-NORTHEAST.
 CD0966'
 CD0966'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CD0966'SET IN CONCRETE IN OUTCROPPING BEDROCK.
 CD0966'
 CD0966'AZIMUTH MARK IS ABOUT 1/2 MILE NORTHWEST OF THE STATION ON
 CD0966'TOP OF A LOW RIDGE.
 CD0966'
 CD0966'A 4-FOOT STAND WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1064 ***********************************************************************
 DN1064  DESIGNATION -  ELY
 DN1064  PID         -  DN1064
 DN1064  STATE/COUNTY-  TX/FANNIN
 DN1064  USGS QUAD   -  ECTOR (1984)
 DN1064
 DN1064                         *CURRENT SURVEY CONTROL
 DN1064  ___________________________________________________________________
 DN1064* NAD 83(1993)-  33 32 05.75413(N)    096 17 21.95470(W)     ADJUSTED  
 DN1064* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 DN1064  ___________________________________________________________________
 DN1064  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DN1064  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DN1064
 DN1064  HORZ ORDER  -  SECOND
 DN1064
 DN1064.The horizontal coordinates were established by classical geodetic methods
 DN1064.and adjusted by the National Geodetic Survey in February 1996..
 DN1064
 DN1064.The orthometric height was scaled from a topographic map.
 DN1064
 DN1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1064
 DN1064.The geoid height was determined by GEOID03.
 DN1064
 DN1064;                    North         East     Units Scale Factor Converg.
 DN1064;SPC TXNC     - 2,209,334.853   805,295.051   MT  0.99990810   +1 12 20.3
 DN1064;SPC TXNC     - 7,248,459.43  2,642,038.85   sFT  0.99990810   +1 12 20.3
 DN1064;UTM  14      - 3,713,882.782   751,707.832   MT  1.00038117   +1 29 53.6
 DN1064
 DN1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1064!SPC TXNC     -   0.99996765  x   0.99990810  =   0.99987575
 DN1064!UTM  14      -   0.99996765  x   1.00038117  =   1.00034881
 DN1064
 DN1064:                Primary Azimuth Mark                     Grid Az
 DN1064:SPC TXNC     -  ECTOR MUNICIPAL TANK                     015 26 34.9
 DN1064:UTM  14      -  ECTOR MUNICIPAL TANK                     015 09 01.6
 DN1064
 DN1064|---------------------------------------------------------------------|
 DN1064| PID    Reference Object                     Distance      Geod. Az  |
 DN1064|                                                           dddmmss.s |
 DN1064| DN1068 ECTOR MUNICIPAL TANK                APPROX. 5.0 KM 0163855.2 |
 DN1064| DN1060 BONHAM VETERANS HOSPITAL TANK       APPROX.12.7 KM 0625833.8 |
 DN1064| DN1056 BONHAM MUNICIPAL TANK               APPROX.11.5 KM 0650616.6 |
 DN1064| DN1057 BONHAM COTTON MILLS WATER TANK      APPROX.10.7 KM 0662336.7 |
 DN1064| CY1746 ELY AZ MK                                          0663958.5 |
 DN1064| DN1055 BONHAM MUNICIPAL STANDPIPE          APPROX.14.0 KM 0750827.6 |
 DN1064| DN1096 LEONARD MUNICIPAL TANK              APPROX.16.7 KM 1653300.6 |
 DN1064| DN1123 TRENTON MUNICIPAL TANK              APPROX.12.5 KM 2010814.3 |
 DN1064| DN1069 WHITEWRIGHT MUNICIPAL TANK          APPROX.10.6 KM 2541255.4 |
 DN1064| CY1747 ELY RM 1                             12.330 METERS 25541     |
 DN1064| DN1072 TOM BEAN MUNICIPAL TANK             APPROX.18.2 KM 2645914.4 |
 DN1064| DN1073 BELLS MUNICIPAL TANK                APPROX.13.9 KM 3070210.0 |
 DN1064| DN1066 SAVOY MUNICIPAL TANK                APPROX.10.1 KM 3143457.9 |
 DN1064| CY1748 ELY RM 2                             15.450 METERS 34319     |
 DN1064|---------------------------------------------------------------------|
 DN1064
 DN1064                          SUPERSEDED SURVEY CONTROL
 DN1064
 DN1064  NAD 83(1993)-  33 32 05.75583(N)    096 17 21.95226(W) AD(       ) 2
 DN1064  NAD 83(1986)-  33 32 05.76100(N)    096 17 21.94512(W) AD(       ) 2
 DN1064  NAD 27      -  33 32 05.37560(N)    096 17 21.01270(W) AD(       ) 2
 DN1064
 DN1064.Superseded values are not recommended for survey control.
 DN1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1064.See file dsdata.txt to determine how the superseded data were derived.
 DN1064
 DN1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC5170813883(NAD 83)
 DN1064_MARKER: DS = TRIANGULATION STATION DISK
 DN1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1064+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 DN1064
 DN1064  HISTORY     - Date     Condition        Report By
 DN1064  HISTORY     - 1955     MONUMENTED       CGS
 DN1064  HISTORY     - 1957     GOOD             CGS
 DN1064  HISTORY     - 1957     GOOD             CGS
 DN1064  HISTORY     - 19940413 GOOD             USPSQD
 DN1064  HISTORY     - 20020725 GOOD             INDIV
 DN1064
 DN1064                          STATION DESCRIPTION
 DN1064
 DN1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1064'THE STATION IS LOCATED ON A LOW HILL, ABOUT 7 MILES SOUTHWEST
 DN1064'OF BONHAM, 6 MILES EAST NORTHEAST OF WHITEWRIGHT, 6 MILES
 DN1064'SOUTHEAST OF SAVOY, 3 MILES SOUTH OF ECTOR, 1-1/2 MILES
 DN1064'NORTHEAST OF THE VILLAGE OF ELY, 60 FEET SOUTHEAST OF THE
 DN1064'SOUTHEAST CORNER OF THE HOUSE, 20 FEET EAST OF THE WINDMILL
 DN1064'AND TANK, 20 FEET WEST OF A LARGE CEDAR TREE AND 10 FEET
 DN1064'WEST NORTHWEST OF A WHITE WITNESS POST.
 DN1064'
 DN1064'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 82 AND FARM ROAD
 DN1064'898 IN ECTOR, GO SOUTH, ON FARM ROAD 898, FOR 3.0 MILES TO
 DN1064'SIDE ROAD RIGHT.  TURN RIGHT, AND GO WEST 0.65 MILE TO THE
 DN1064'ENTRANCE TO MR. CLARENCE BAKERS HOME.  TURN LEFT, AND GO
 DN1064'EAST 0.1 MILE TO THE STATION.
 DN1064'
 DN1064'THE STATION MARK IS A STANDARD DISK, STAMPED ELY 1955, SET
 DN1064'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN1064'ABOUT 3 INCHES.
 DN1064'
 DN1064'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ELY
 DN1064'NO 1 1955, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 DN1064'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 DN1064'AS THE STATION.  IT IS LOCATED 2 FEET SOUTHEAST OF THE SOUTHEAST
 DN1064'LEG SUPPORTING A SMALL WATER TANK AND 2 FEET NORTH OF THE
 DN1064'EAST-WEST FENCELINE.
 DN1064'
 DN1064'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ELY NO
 DN1064'2 1955, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 DN1064'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 DN1064'AS THE STATION.  IT IS LOCATED 30 FEET EAST OF THE SOUTHEAST
 DN1064'CORNER OF THE FARM HOUSE AND 2 FEET WEST OF THE SOUTHWEST
 DN1064'CORNER OF THE CHICKEN HOUSE.
 DN1064'
 DN1064'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ELY 1955, SET
 DN1064'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN1064'ABOUT 4 INCHES.  IT IS LOCATED ALONG THE NORTH SIDE OF THE
 DN1064'DIRT ROAD AND 2 FEET NORTHWEST OF THE SOUTHEAST CORNER POST
 DN1064'OF THE FENCED IN PASTURE.
 DN1064'
 DN1064'TO REACH, THE AZIMUTH MARK FROM THE STATION, GO EASTERLY,
 DN1064'ON DIRT ROAD 0.4 MILE TO THE AZIMUTH MARK.
 DN1064'
 DN1064'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 DN1064
 DN1064                          STATION RECOVERY (1957)
 DN1064
 DN1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1064'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 DN1064'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DN1064'
 DN1064'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DN1064
 DN1064                          STATION RECOVERY (1957)
 DN1064
 DN1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1064'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1064'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1064'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1064
 DN1064                          STATION RECOVERY (1994)
 DN1064
 DN1064'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1064'RECOVERED IN GOOD CONDITION.
 DN1064
 DN1064                          STATION RECOVERY (2002)
 DN1064
 DN1064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1064'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1109 ***********************************************************************
 CR1109  DESIGNATION -  ELYSIAN FIELDS LOOKOUT TOWER
 CR1109  PID         -  CR1109
 CR1109  STATE/COUNTY-  TX/HARRISON
 CR1109  USGS QUAD   -  STRICKLIN SPRINGS (1978)
 CR1109
 CR1109                         *CURRENT SURVEY CONTROL
 CR1109  ___________________________________________________________________
 CR1109* NAD 83(1993)-  32 25 18.30085(N)    094 13 31.07030(W)     ADJUSTED  
 CR1109* NAVD 88     -                                                        
 CR1109  ___________________________________________________________________
 CR1109  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 CR1109  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CR1109
 CR1109  HORZ ORDER  -  THIRD
 CR1109
 CR1109.The horizontal coordinates were established by classical geodetic methods
 CR1109.and adjusted by the National Geodetic Survey in February 1996..
 CR1109
 CR1109
 CR1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1109
 CR1109.The geoid height was determined by GEOID03.
 CR1109
 CR1109;                    North         East     Units Scale Factor Converg.
 CR1109;SPC TXNC     - 2,091,910.717 1,001,932.159   MT  0.99993261   +2 19 53.0
 CR1109;SPC TXNC     - 6,863,210.41  3,287,172.42   sFT  0.99993261   +2 19 53.0
 CR1109;UTM  15      - 3,587,845.612   384,793.265   MT  0.99976367   -0 39 25.2
 CR1109
 CR1109                          SUPERSEDED SURVEY CONTROL
 CR1109
 CR1109  NAD 83(1986)-  32 25 18.31044(N)    094 13 31.06083(W) AD(       ) 4
 CR1109  NAD 27      -  32 25 17.75400(N)    094 13 30.36600(W) AD(       ) 3
 CR1109
 CR1109.Superseded values are not recommended for survey control.
 CR1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1109.See file dsdata.txt to determine how the superseded data were derived.
 CR1109
 CR1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR8479387846(NAD 83)
 CR1109_MARKER: 57 = LOOKOUT TOWER
 CR1109
 CR1109  HISTORY     - Date     Condition        Report By
 CR1109  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1109  HISTORY     - 1963     SEE DESCRIPTION  CGS
 CR1109  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR1109
 CR1109                          STATION DESCRIPTION
 CR1109
 CR1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1109'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WASKOM
 CR1109'AND 4 MILES NORTHWEST OF ELYSIAN FIELDS.  IT IS ABOUT 100 YARDS
 CR1109'EAST OF THE CENTER OF FARM ROAD 31 AND 100 YARDS SOUTH OF THE
 CR1109'CENTER OF AN OIL ROAD.  THE STATION IS A GLASS ENCLOSED CAB
 CR1109'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE WHICH IS PAINTED
 CR1109'GRAY IN COLOR.  THE OVERALL HEIGHT IS 100 FEET.  THE TOP AND
 CR1109'CENTER OF THE TOWER WAS THE POINT INTERSECTED.
 CR1109'
 CR1109'TO REACH THE STATION FROM THE POST OFFICE IN ELYSIAN FIELDS
 CR1109'GO NORTH ON FARM ROAD 31 FOR 4.2 MILES TO THE STATION ON THE
 CR1109'RIGHT AS DESCRIBED.
 CR1109
 CR1109                          STATION RECOVERY (1963)
 CR1109
 CR1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 CR1109'RECOVERED AS DESCRIBED IT APPEARS THAT A NEW TOWER IS TO BE
 CR1109'BUILT A FEW FEET WEST OF THE PRESENT TOWER IN THE NEAR FUTURE.
 CR1109
 CR1109                          STATION RECOVERY (1998)
 CR1109
 CR1109'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2693 ***********************************************************************
 CS2693  DESIGNATION -  EMHOUSE
 CS2693  PID         -  CS2693
 CS2693  STATE/COUNTY-  TX/NAVARRO
 CS2693  USGS QUAD   -  EMHOUSE (1978)
 CS2693
 CS2693                         *CURRENT SURVEY CONTROL
 CS2693  ___________________________________________________________________
 CS2693* NAD 83(1993)-  32 09 51.29643(N)    096 34 48.98892(W)     ADJUSTED  
 CS2693* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 CS2693  ___________________________________________________________________
 CS2693  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CS2693  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CS2693
 CS2693  HORZ ORDER  -  SECOND
 CS2693
 CS2693.The horizontal coordinates were established by classical geodetic methods
 CS2693.and adjusted by the National Geodetic Survey in February 1996..
 CS2693
 CS2693.The orthometric height was scaled from a topographic map.
 CS2693
 CS2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2693
 CS2693.The geoid height was determined by GEOID03.
 CS2693
 CS2693;                    North         East     Units Scale Factor Converg.
 CS2693;SPC TXNC     - 2,056,832.891   781,065.151   MT  0.99999158   +1 02 49.2
 CS2693;SPC TXNC     - 6,748,125.91  2,562,544.58   sFT  0.99999158   +1 02 49.2
 CS2693;UTM  14      - 3,561,207.595   728,177.218   MT  1.00024212   +1 17 19.3
 CS2693
 CS2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2693!SPC TXNC     -   0.99998127  x   0.99999158  =   0.99997285
 CS2693!UTM  14      -   0.99998127  x   1.00024212  =   1.00022339
 CS2693
 CS2693|---------------------------------------------------------------------|
 CS2693| PID    Reference Object                     Distance      Geod. Az  |
 CS2693|                                                           dddmmss.s |
 CS2693| CY1753 EMHOUSE RM 1                         26.658 METERS 11822     |
 CS2693| CY1754 EMHOUSE RM 2                         37.935 METERS 23921     |
 CS2693| CY1752 EMHOUSE AZ MK                                      3454423.4 |
 CS2693|---------------------------------------------------------------------|
 CS2693
 CS2693                          SUPERSEDED SURVEY CONTROL
 CS2693
 CS2693  NAD 83(1986)-  32 09 51.30443(N)    096 34 48.97006(W) AD(       ) 2
 CS2693  NAD 27      -  32 09 50.76400(N)    096 34 48.01700(W) AD(       ) 2
 CS2693
 CS2693.Superseded values are not recommended for survey control.
 CS2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2693.See file dsdata.txt to determine how the superseded data were derived.
 CS2693
 CS2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2817761208(NAD 83)
 CS2693_MARKER: DS = TRIANGULATION STATION DISK
 CS2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2693
 CS2693  HISTORY     - Date     Condition        Report By
 CS2693  HISTORY     - 1949     MONUMENTED       CGS
 CS2693  HISTORY     - 1964     GOOD             USAF
 CS2693  HISTORY     - 1966     GOOD             CGS
 CS2693
 CS2693                          STATION DESCRIPTION
 CS2693
 CS2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2693'STATION IS LOCATED IN THE NORTH PART OF THE TOWN OF EMHOUSE
 CS2693'ON THE PUBLIC SCHOOL GROUNDS.  STATION IS 133 FEET NORTH OF
 CS2693'THE NORTHWEST CORNER OF SCHOOLHOUSE AND 30 FEET EAST OF SMALL
 CS2693'BUILDING.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 CS2693'IS STAMPED EMHOUSE 1949.
 CS2693'
 CS2693'REFERENCE MARK NO. 1 IS 61 FEET NORTHEAST OF THE NORTHWEST
 CS2693'CORNER OF SCHOOLHOUSE AND 2 FEET NORTHWEST OF THE NORTHWEST LEG
 CS2693'OF A SMALL FOUR LEGGED WATER TANK.  THE MARK IS FLUSH WITH
 CS2693'THE GROUND AND THE DISK IS STAMPED EMHOUSE NO 1 1949.
 CS2693'
 CS2693'REFERENCE MARK NO. 2 IS 86 FEET WEST OF SMALL BUILDING.  THE
 CS2693'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED EMHOUSE
 CS2693'NO 2 1949.
 CS2693'
 CS2693'BM O 954 (USC AND GS) WHICH WAS USED FOR AZIMUTH MARK IS 39
 CS2693'FEET EAST OF EDGE OF PAVEMENT OF HIGHWAY, 2 FEET SOUTH OF
 CS2693'WITNESS POST AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 CS2693'ABOUT 6 INCHES AND THE DISK IS STAMPED O 954 1946.
 CS2693'
 CS2693'TO REACH STATION FROM THE NATIONAL BANK BUILDING IN CORSICANA
 CS2693'GO NORTH ON BEATON STREET AND CONTINUE NORTH ON PAVED ROAD
 CS2693'FOR 9.0 MILES TO STREET ON LEFT LEADING TO EMHOUSE.  TURN LEFT
 CS2693'AND GO WEST CROSSING RAILROAD TRACKS FOR 0.2 MILE TO CROSS
 CS2693'STREETS.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO END OF
 CS2693'STREET AND SCHOOLHOUSE AND TO STATION AS DESCRIBED.
 CS2693'
 CS2693'TO REACH AZIMUTH FROM POINT WHERE STREET LEAVES HIGHWAY CONTINUE
 CS2693'NORTH ON HIGHWAY FOR 0.9 MILE TO AZIMUTH MARK ON RIGHT OR EAST
 CS2693'SIDE OF ROAD AS DESCRIBED.
 CS2693'
 CS2693'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2693
 CS2693                          STATION RECOVERY (1964)
 CS2693
 CS2693'RECOVERY NOTE BY US AIR FORCE 1964
 CS2693'AZIMUTH MARK AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.  THE
 CS2693'STATION WAS FOUND TO BE LOOSE IN THE GROUND.  DESCRIPTION
 CS2693'IS ADEQUATE.
 CS2693
 CS2693                          STATION RECOVERY (1966)
 CS2693
 CS2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WJB)
 CS2693'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CS2693'R.M. 1 WAS NOT RECOVERED.  IT IS BELIEVED DESTROYED.  R.M. 2
 CS2693'WAS NOT SEARCHED FOR.
 CS2693'
 CS2693'PUBLIC SCHOOL AT EMHOUSE IS NOT IN USE.  SMALL BUILDING
 CS2693'REFERRED TO IN DESCRIPTION IS GONE.  SMALL WATER TANK REFERRED
 CS2693'TO IN DESCRIPTION OF REFERENCE MARKS IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2692 ***********************************************************************
 CS2692  DESIGNATION -  EMHOUSE MUNICIPAL TANK
 CS2692  PID         -  CS2692
 CS2692  STATE/COUNTY-  TX/NAVARRO
 CS2692  USGS QUAD   -  EMHOUSE (1978)
 CS2692
 CS2692                         *CURRENT SURVEY CONTROL
 CS2692  ___________________________________________________________________
 CS2692* NAD 83(1993)-  32 09 50.88577(N)    096 34 47.99655(W)     ADJUSTED  
 CS2692* NAVD 88     -                                                        
 CS2692  ___________________________________________________________________
 CS2692  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CS2692  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CS2692
 CS2692  HORZ ORDER  -  THIRD
 CS2692
 CS2692.The horizontal coordinates were established by classical geodetic methods
 CS2692.and adjusted by the National Geodetic Survey in February 1996..
 CS2692
 CS2692
 CS2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2692
 CS2692.The geoid height was determined by GEOID03.
 CS2692
 CS2692;                    North         East     Units Scale Factor Converg.
 CS2692;SPC TXNC     - 2,056,820.719   781,091.379   MT  0.99999161   +1 02 49.8
 CS2692;SPC TXNC     - 6,748,085.98  2,562,630.63   sFT  0.99999161   +1 02 49.8
 CS2692;UTM  14      - 3,561,195.531   728,203.503   MT  1.00024226   +1 17 19.8
 CS2692
 CS2692                          SUPERSEDED SURVEY CONTROL
 CS2692
 CS2692  NAD 83(1986)-  32 09 50.89351(N)    096 34 47.97704(W) AD(       ) 4
 CS2692  NAD 27      -  32 09 50.35000(N)    096 34 47.03000(W) AD(       ) 3
 CS2692
 CS2692.Superseded values are not recommended for survey control.
 CS2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2692.See file dsdata.txt to determine how the superseded data were derived.
 CS2692
 CS2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2820461196(NAD 83)
 CS2692_MARKER: 51 = TANK
 CS2692
 CS2692  HISTORY     - Date     Condition        Report By
 CS2692  HISTORY     - 1949     FIRST OBSERVED   CGS
 CS2692
 CS2692                          STATION DESCRIPTION
 CS2692
 CS2692'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3039 ***********************************************************************
 CS3039  DESIGNATION -  EML
 CS3039  PID         -  CS3039
 CS3039  STATE/COUNTY-  TX/TARRANT
 CS3039  USGS QUAD   -  AVONDALE (1982)
 CS3039
 CS3039                         *CURRENT SURVEY CONTROL
 CS3039  ___________________________________________________________________
 CS3039* NAD 83(1993)-  32 59 16.60187(N)    097 28 33.38572(W)     ADJUSTED  
 CS3039* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 CS3039  ___________________________________________________________________
 CS3039  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 CS3039  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CS3039
 CS3039  HORZ ORDER  -  THIRD
 CS3039
 CS3039.The horizontal coordinates were established by classical geodetic methods
 CS3039.and adjusted by the National Geodetic Survey in February 1996..
 CS3039.No horizontal observational check was made to the station.
 CS3039
 CS3039.The orthometric height was scaled from a topographic map.
 CS3039
 CS3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3039
 CS3039.The geoid height was determined by GEOID03.
 CS3039
 CS3039;                    North         East     Units Scale Factor Converg.
 CS3039;SPC TXNC     - 2,146,982.562   695,701.018   MT  0.99987324   +0 33 30.7
 CS3039;SPC TXNC     - 7,043,891.96  2,282,479.09   sFT  0.99987324   +0 33 30.7
 CS3039;UTM  14      - 3,650,981.816   642,397.540   MT  0.99985002   +0 49 47.8
 CS3039
 CS3039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3039!SPC TXNC     -   0.99996640  x   0.99987324  =   0.99983964
 CS3039!UTM  14      -   0.99996640  x   0.99985002  =   0.99981642
 CS3039
 CS3039:                Primary Azimuth Mark                     Grid Az
 CS3039:SPC TXNC     -  RHOME MUNICIPAL TANK                     001 56 47.8
 CS3039:UTM  14      -  RHOME MUNICIPAL TANK                     001 40 30.7
 CS3039
 CS3039|---------------------------------------------------------------------|
 CS3039| PID    Reference Object                     Distance      Geod. Az  |
 CS3039|                                                           dddmmss.s |
 CS3039| DN1340 RHOME MUNICIPAL TANK                APPROX. 7.2 KM 0023018.5 |
 CS3039| CY1758 EML RM 3                             29.924 METERS 07637     |
 CS3039| CY1756 EML RM 1                             29.946 METERS 07639     |
 CS3039| CS1851 T 910                                18.816 METERS 12743     |
 CS3039| CY1757 EML RM 2                             41.314 METERS 20904     |
 CS3039| CY1755 EML AZ MK                                          2662309.9 |
 CS3039|---------------------------------------------------------------------|
 CS3039
 CS3039                          SUPERSEDED SURVEY CONTROL
 CS3039
 CS3039  NAD 83(1993)-  32 59 16.60537(N)    097 28 33.37141(W) AD(       ) 3
 CS3039  NAD 83(1986)-  32 59 16.60543(N)    097 28 33.36978(W) AD(       ) 3
 CS3039  NAD 27      -  32 59 16.15500(N)    097 28 32.29500(W) AD(       ) 3
 CS3039
 CS3039.Superseded values are not recommended for survey control.
 CS3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3039.See file dsdata.txt to determine how the superseded data were derived.
 CS3039
 CS3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4239850982(NAD 83)
 CS3039_MARKER: DS = TRIANGULATION STATION DISK
 CS3039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3039
 CS3039  HISTORY     - Date     Condition        Report By
 CS3039  HISTORY     - 1946     MONUMENTED       CGS
 CS3039  HISTORY     - 1960     POOR             CGS
 CS3039  HISTORY     - 1962     SEE DESCRIPTION  CGS
 CS3039  HISTORY     - 1965     GOOD             CGS
 CS3039  HISTORY     - 1989     GOOD             LOCSUR
 CS3039  HISTORY     - 19970301 GOOD             USPSQD
 CS3039
 CS3039                          STATION DESCRIPTION
 CS3039
 CS3039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3039'STATION EML IS LOCATED NEAR THE MAIN WATER TANK AT THE EAGLE
 CS3039'MOUNTAIN LAKE MARINE AIR STATION, 4 MILES S OF RHOME, TEXAS,
 CS3039'10 MILES NNW OF THE SAGINAW POST OFFICE, 0.3 MILE E OF THE
 CS3039'ADMINISTRATION BUILDING OF THE MARINE AIR STATION, 61.74 FEET
 CS3039'WNW OF THE NW CORNER OF THE WATER TANK, AND 100 FEET NNE
 CS3039'OF THE CENTER LINE OF GRADED ROAD, ON THE HIGHEST GROUND IN
 CS3039'THE IMMEDIATE VICINITY.
 CS3039'
 CS3039'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3039'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED EML 1946
 CS3039'AND PROJECTS 4 INCHES.
 CS3039'
 CS3039'REFERENCE MARK 1 IS 98.25 FEET ENE OF THE STATION AND 90 FEET
 CS3039'NE OF THE CENTER OF WATER TANK.  IT IS A BRONZE REFERENCE
 CS3039'DISK, STAMPED EML NO 1 1946, AND IS SET IN THE TOP OF A
 CS3039'CONCRETE POST.  THE MARK PROJECTS 4 INCHES.
 CS3039'
 CS3039'REFERENCE MARK 2 IS 135.55 FEET SSW OF THE STATION AND 30 FEET
 CS3039'SSW OF THE CENTER LINE OF GRADED ROAD.  IT IS A BRONZE REFERENCE
 CS3039'DISK, STAMPED EML NO 2 1946, AND IS SET IN THE TOP OF A
 CS3039'CONCRETE POST.  THE MARK PROJECTS 6 INCHES.
 CS3039'
 CS3039'AZIMUTH MARK IS 0.3 MILE W OF THE STATION, 25 FEET SE OF THE
 CS3039'ENTRANCE OF THE ADMINISTRATION BUILDING AT THE MARINE AIR BASE,
 CS3039'59 FEET NW OF THE CENTER LINE OF PAVED ROAD, AND ABOUT 115 FEET
 CS3039'NW OF THE FLAGPOLE AT THE MARINE AIR BASE.  IT IS A BRONZE
 CS3039'AZIMUTH DISK, STAMPED EML 1946, AND IS FLUSH WITH THE GROUND.
 CS3039'
 CS3039'TO REACH THE STATION FROM THE COURTHOUSE IN FORT WORTH, GO N ON
 CS3039'U.S. HIGHWAY 81 AND TEXAS HIGHWAY 287 FOR 7.6 MILES TO THE
 CS3039'SAGINAW POST OFFICE ON THE RIGHT.  CONTINUE N ON THE SAME
 CS3039'HIGHWAYS FOR 8.5 MILES TO A SIGN MARINE AIR STATION.  TURN
 CS3039'LEFT AND FOLLOW SURFACED ROAD FOR 3.0 MILES TO ANOTHER SIGN
 CS3039'MARINE AIR BASE.  TURN LEFT AND GO 0.1 MILE TO GUARD GATE.
 CS3039'PASS THROUGH GATE AND DRIVE 1.0 MILE TO THE ADMINISTRATION
 CS3039'BUILDING OF THE MARINE AIR STATION.  TURN LEFT AND GO 0.3 MILE
 CS3039'IN AN E DIRECTION UPHILL TO THE WATER TANK AND THE STATION
 CS3039'AS DESCRIBED.
 CS3039'
 CS3039'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W 0.3 MILE
 CS3039'TO THE AZIMUTH MARK IN FRONT OF THE ADMINISTRATION BUILDING.
 CS3039'
 CS3039'A BRONZE BENCH MARK, STAMPED T 910 1945, IS IMBEDDED IN THE
 CS3039'CONCRETE BASE OF THE NW LEG OF THE WATER TANK AND IS 61.73 FEET
 CS3039'SSE OF TRIANGULATION STATION EML.  THE BASE PROJECTS 12 INCHES.
 CS3039'THE DISTANCE BETWEEN THE TWO POINTS WAS TRAVERSED.
 CS3039'
 CS3039'A 103-FOOT TOWER IS REQUIRED AT STATION EML TO OBSERVE STA-AVON.
 CS3039'THE WATER TANK NEAR STATION EML IS ON LINE.
 CS3039'
 CS3039'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 CS3039
 CS3039                          STATION RECOVERY (1960)
 CS3039
 CS3039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 CS3039'STATION WAS RECOVERED.  THE BRONZE DISK IS PULLED FROM MONUMENT
 CS3039'BUT STILL THERE.
 CS3039
 CS3039                          STATION RECOVERY (1962)
 CS3039
 CS3039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS3039'THE STATION IS ABOUT 10 MILES NORTH-NORTHWEST OF SAGINAW, ABOUT 4
 CS3039'MILES SOUTH OF RHOME, ON THE HIGHEST PART OF A HILL NEAR THE
 CS3039'WATER TANK, AT THE EAGLE MOUNTAIN ARMY AIR BASE STATION.
 CS3039'
 CS3039'TO REACH THE STATION FROM THE POST OFFICE IN SAGINAW, GO EAST ONE
 CS3039'BLOCK TO THE STREET INTERSECTION OF W. WAUTAUGA STREET AND
 CS3039'SAGINAW BLVD..  TURN LEFT, GO NORTH ON U.S. HIGHWAY 81-287 FOR
 CS3039'8.4 MILES TO A FIVE POINT JUNCTION AT FARM ROAD 718.  TURN
 CS3039'LEFT, GO WEST ON FARM ROAD 718 FOR 3.1 MILES TO THE ENTRANCE OF
 CS3039'THE EAGLE MOUNTAIN AIR BASE.  TURN LEFT AND FOLLOW A BLACK-TOP
 CS3039'ROAD FOR 0.8 MILE TO WATER TANK AND THE STATION.
 CS3039'
 CS3039'STATION MARKS ARE STANDARD DISKS.  THE SURFACE STATION DISK
 CS3039'IS STAMPED EML 1946 1962, IS SET IN A SQUARE CONCRETE POST
 CS3039'WHICH PROJECTS 2 INCHES.  IT IS 105 FEET NORTH OF THE CENTER
 CS3039'OF A BLACK-TOP ROAD, 87 FEET NORTHEAST OF A POWERLINE POLE,
 CS3039'84 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND
 CS3039'WATER TANK, 54 FEET WEST OF THE NORTHWEST CORNER OF THE FENCE
 CS3039'AROUND WATER TANK, AND 3 FEET SOUTH OF A METAL WITNESS POST.
 CS3039'
 CS3039'THE UNDERGROUND STATION DISK IS STAMPED EML 1946.  IT IS SET IN
 CS3039'AN IRREGULAR MASS OF CONCRETE 24 INCHES BELOW THE SURFACE
 CS3039'OF THE GROUND.
 CS3039'
 CS3039'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EML 1946 NO 2, IS
 CS3039'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CS3039'GROUND.  IT IS 87 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CS3039'THE FENCE AROUND WATER TANK, 72 FEET SOUTHEAST OF THE POWERLINE
 CS3039'POLE, AND 31 FEET SOUTH OF THE CENTER OF BLACK-TOP ROAD.
 CS3039'
 CS3039'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED EML NO 3 1946
 CS3039'1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CS3039'IT IS 45 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE FENCE
 CS3039'AROUND WATER TANK, AND 26 FEET NORTH OF THE NORTH FENCE LINE.
 CS3039'
 CS3039'AZIMUTH MARK, A STANDARD DISK STAMPED EML 1946, IS SET IN
 CS3039'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CS3039'IT IS 57 FEET WEST OF THE CENTER OF BLACK-TOP ROAD, 46 FEET
 CS3039'SOUTHWEST OF A POWERLINE POLE, AND 20 FEET EAST OF CONCRETE
 CS3039'STEPS.
 CS3039'
 CS3039'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 CS3039'BLACK-TOP ROAD 0.35 MILE, TO AZIMUTH MARK AT THE WEST SIDE
 CS3039'OF THE NORTH-SOUTH BLACK-TOP ROAD.
 CS3039'
 CS3039'NOTE--REFERENCE MARK NO. 1 WAS FOUND TO BE DESTROYED.  THE
 CS3039'SURFACE STATION DISK WAS FOUND LOOSE, THE TOP OF CONCRETE POST
 CS3039'HAD BEEN BROKEN OFF.  THE UNDERGROUND STATION DISK WAS RECOVERED
 CS3039'IN GOOD CONDITION.  A NEW SURFACE STATION DISK AND A NEW
 CS3039'REFERENCE MARK NO. 3 WERE SET AS DESCRIBED ABOVE.
 CS3039
 CS3039                          STATION RECOVERY (1965)
 CS3039
 CS3039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CS3039'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 CS3039'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED
 CS3039'FOR.
 CS3039
 CS3039                          STATION RECOVERY (1989)
 CS3039
 CS3039'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JLK)
 CS3039'RECOVERED IN GOOD CONDITION.
 CS3039
 CS3039                          STATION RECOVERY (1997)
 CS3039
 CS3039'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0977 ***********************************************************************
 CD0977  DESIGNATION -  EMORY
 CD0977  PID         -  CD0977
 CD0977  STATE/COUNTY-  TX/CULBERSON
 CD0977  USGS QUAD   -  EMORY CORRAL (1973)
 CD0977
 CD0977                         *CURRENT SURVEY CONTROL
 CD0977  ___________________________________________________________________
 CD0977* NAD 83(1993)-  31 33 54.30986(N)    104 32 21.69044(W)     ADJUSTED  
 CD0977* NAVD 88     -      1427.     (meters)    4682.     (feet)  SCALED    
 CD0977  ___________________________________________________________________
 CD0977  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 CD0977  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CD0977
 CD0977  HORZ ORDER  -  THIRD
 CD0977
 CD0977.The horizontal coordinates were established by classical geodetic methods
 CD0977.and adjusted by the National Geodetic Survey in February 1996..
 CD0977
 CD0977.The orthometric height was scaled from a topographic map.
 CD0977
 CD0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0977
 CD0977.The geoid height was determined by GEOID03.
 CD0977
 CD0977;                    North         East     Units Scale Factor Converg.
 CD0977;SPC TX C     - 3,218,001.160   300,817.988   MT  0.99993000   -2 09 58.9
 CD0977;SPC TX C     -10,557,725.47    986,933.68   sFT  0.99993000   -2 09 58.9
 CD0977;UTM  13      - 3,492,322.404   543,714.395   MT  0.99962357   +0 14 28.1
 CD0977
 CD0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0977!SPC TX C     -   0.99977972  x   0.99993000  =   0.99970973
 CD0977!UTM  13      -   0.99977972  x   0.99962357  =   0.99940337
 CD0977
 CD0977:                Primary Azimuth Mark                     Grid Az
 CD0977:SPC TX C     -  K C                                      099 54 52.2
 CD0977:UTM  13      -  K C                                      097 30 25.2
 CD0977
 CD0977|---------------------------------------------------------------------|
 CD0977| PID    Reference Object                     Distance      Geod. Az  |
 CD0977|                                                           dddmmss.s |
 CD0977| CD0918 K C                                 APPROX. 6.1 KM 0974453.3 |
 CD0977|---------------------------------------------------------------------|
 CD0977
 CD0977                          SUPERSEDED SURVEY CONTROL
 CD0977
 CD0977  NAD 83(1986)-  31 33 54.31046(N)    104 32 21.68849(W) AD(       ) 3
 CD0977  NAD 27      -  31 33 53.85936(N)    104 32 19.92185(W) AD(       ) 3
 CD0977
 CD0977.Superseded values are not recommended for survey control.
 CD0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0977.See file dsdata.txt to determine how the superseded data were derived.
 CD0977
 CD0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ4371492322(NAD 83)
 CD0977_MARKER: DD = SURVEY DISK
 CD0977_SETTING: 66 = SET IN ROCK OUTCROP
 CD0977_SP_SET: SET IN ROCK OUTCROP
 CD0977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0977+STABILITY: POSITION/ELEVATION WELL
 CD0977
 CD0977  HISTORY     - Date     Condition        Report By
 CD0977  HISTORY     - 1946     MONUMENTED       USGS
 CD0977
 CD0977                          STATION DESCRIPTION
 CD0977
 CD0977'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CD0977'STATION IS 26 MI. /AIRLINE/ S. OF STATE LINE BAR, 3.5 MI. SW. OF K. C.
 CD0977'RANCH HEADQUARTERS, 7 MI. SE. OF JUNCTION OF MADERA RANCH ROAD AND
 CD0977'COUNTY RD. ON HILL, 0.5 MI. NW. OF EMORY TANK.
 CD0977'
 CD0977'TO REACH FROM U.S. HIGHWAY 62, TAKE VAN HORN - STATE LINE COUNTY RD.
 CD0977'S. FROM STATE LINE BAR /28 MI. SW. OF CARLSBAD, NEW MEXICO/.  FOLLOW
 CD0977'COUNTY RD. 5 MI. TO RD. FORK.  TAKE RIGHT RD. STRAIGHT AHEAD TO 9 K
 CD0977'RANCH.  CONTINUE ON S. CROSSING DELAWARE RIVER AND PASOTEX PIPE LINE
 CD0977'ROAD, CONTINUE S. FROM CROSSING APPROXIMATELY 8 MI. TO RD. FORK.  FROM
 CD0977'HERE TAKE LEFT RD. APPROXIMATELY 11 MI. S. TO K. C. RANCH
 CD0977'HEADQUARTERS.  FOLLOW PASTURE RD. SW. FROM RANCH HOUSE, 3 MI. TO EMORY
 CD0977'TANK.  STATION IS 0.5 MI. NW. OF.
 CD0977'
 CD0977'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP FLUSH WITH GROUND,
 CD0977'STAMPED ---EMORY 1946---.
 CD0977'
 CD0977'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1342 ***********************************************************************
 CR1342  DESIGNATION -  EMORY MAGNETIC STATION
 CR1342  PID         -  CR1342
 CR1342  STATE/COUNTY-  TX/RAINS
 CR1342  USGS QUAD   -  EMORY SOUTH (1980)
 CR1342
 CR1342                         *CURRENT SURVEY CONTROL
 CR1342  ___________________________________________________________________
 CR1342* NAD 83(1993)-  32 51 54.48746(N)    095 46 14.49603(W)     ADJUSTED  
 CR1342* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 CR1342  ___________________________________________________________________
 CR1342  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 CR1342  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CR1342
 CR1342  HORZ ORDER  -  FIRST
 CR1342
 CR1342.The horizontal coordinates were established by classical geodetic methods
 CR1342.and adjusted by the National Geodetic Survey in February 1996..
 CR1342
 CR1342.The orthometric height was scaled from a topographic map.
 CR1342
 CR1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1342
 CR1342.The geoid height was determined by GEOID03.
 CR1342
 CR1342;                    North         East     Units Scale Factor Converg.
 CR1342;SPC TXNC     - 2,136,215.557   855,389.896   MT  0.99987789   +1 29 18.8
 CR1342;SPC TXNC     - 7,008,567.21  2,806,391.68   sFT  0.99987789   +1 29 18.8
 CR1342;UTM  15      - 3,639,739.385   240,738.464   MT  1.00042888   -1 30 15.8
 CR1342
 CR1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1342!SPC TXNC     -   0.99998570  x   0.99987789  =   0.99986359
 CR1342!UTM  15      -   0.99998570  x   1.00042888  =   1.00041457
 CR1342
 CR1342|---------------------------------------------------------------------|
 CR1342| PID    Reference Object                     Distance      Geod. Az  |
 CR1342|                                                           dddmmss.s |
 CR1342| CY1760 EMORY MAG STATION RM 1               77.742 METERS 03209     |
 CR1342| CY1759 EMORY MAG STATION AZ MK                            0773008.7 |
 CR1342| CY1761 EMORY MAG STATION RM 2               44.662 METERS 07733     |
 CR1342|---------------------------------------------------------------------|
 CR1342
 CR1342                          SUPERSEDED SURVEY CONTROL
 CR1342
 CR1342  NAD 83(1993)-  32 51 54.48918(N)    095 46 14.49199(W) AD(       ) 1
 CR1342  NAD 83(1986)-  32 51 54.49399(N)    095 46 14.48371(W) AD(       ) 1
 CR1342  NAD 27      -  32 51 54.05800(N)    095 46 13.61800(W) AD(       ) 1
 CR1342
 CR1342.Superseded values are not recommended for survey control.
 CR1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1342.See file dsdata.txt to determine how the superseded data were derived.
 CR1342
 CR1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4073839739(NAD 83)
 CR1342_MARKER: DM = MAGNETIC STATION DISK
 CR1342_SETTING: 0 = UNSPECIFIED SETTING
 CR1342
 CR1342  HISTORY     - Date     Condition        Report By
 CR1342  HISTORY     - 1935     MONUMENTED       CGS
 CR1342  HISTORY     - 1935     SEE DESCRIPTION  TXGS
 CR1342  HISTORY     - 1955     GOOD             USGS
 CR1342  HISTORY     - 1956     SEE DESCRIPTION  CGS
 CR1342  HISTORY     - 1957     MARK NOT FOUND   CGS
 CR1342  HISTORY     - 1963     SEE DESCRIPTION  LOCSUR
 CR1342  HISTORY     - 1966     GOOD             CGS
 CR1342  HISTORY     - 1972     GOOD             LOCSUR
 CR1342  HISTORY     - 19760315 SEE DESCRIPTION  USGS
 CR1342  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 CR1342
 CR1342                          STATION DESCRIPTION
 CR1342
 CR1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1342'STATION IS ABOUT 0.75 MILE S OF EMORY, ON LAND NOW OWNED
 CR1342'AND OCCUPIED BY MRS. M.J.S. FLEMMONS.  IT IS IN A FIELD NOW
 CR1342'USED FOR PASTURE ABOUT 167 FEET W OF THE CENTER LINE OF A DIRT
 CR1342'ROAD RUNNING N AND S.
 CR1342'
 CR1342'THE SURFACE MARK IS A STANDARD MAGNETIC DISK SET IN A 6-INCH
 CR1342'SQUARE STONE, AND SET FLUSH WITH THE GROUND.  THERE IS NO
 CR1342'UNDERGROUND MARK.
 CR1342'
 CR1342'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CR1342'CONCRETE.
 CR1342'
 CR1342'REFERENCE MARK NO. 1 IS NE OF THE STATION.  IT IS 23 FEET
 CR1342'W OF THE CENTER OF A N-S DIRT ROAD, AND 3 FEET W OF FENCE
 CR1342'LINE.  THE MARK IS FLUSH WITH THE GROUND.
 CR1342'
 CR1342'REFERENCE MARK NO. 2 IS E OF THE STATION.  IT IS 23 FEET W OF
 CR1342'THE CENTER OF A N-S DIRT ROAD, AND 3 FEET W OF THE FENCE
 CR1342'LINE.  THE MARK IS FLUSH WITH THE GROUND.
 CR1342'
 CR1342'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE E OF THE STATION.  IT
 CR1342'IS 25 FEET W OF THE CENTER OF A N-S DIRT ROAD, 2 FEET W
 CR1342'OF FENCE LINE, AND 50 FEET S OF A 20-INCH OAK TREE.  IT IS
 CR1342'REACHED FROM THE STATION BY GOING N 0.45 MILE TO T-ROAD, THENCE
 CR1342'NE 0.25 MILE, THENCE MAKING A SHARP RIGHT TURN, AND GOING 0.5
 CR1342'MILE TO MARK ON RIGHT.
 CR1342'
 CR1342'TO REACH STATION, FROM THE SW CORNER OF THE COURTHOUSE SQUARE
 CR1342'IN EMORY.  GO S ACROSS RAILROAD TRACKS 0.15 MILE TO A FORK.  TAKE
 CR1342'THE RIGHT FORK FOR 0.25 MILE TO A SIDE ROAD TO THE S, THENCE S
 CR1342'ON THIS ROAD 0.45 MILE TO THE STATION IN PASTURE ON THE RIGHT.
 CR1342'
 CR1342'ALL LIGHTS COME INTO VIEW AT 45 FEET.
 CR1342'
 CR1342'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 CR1342
 CR1342                          STATION RECOVERY (1935)
 CR1342
 CR1342'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 CR1342'IT WOULD BE HELPFUL TO ADD TO THE ORIGINAL DESCRIPTION.  THIS
 CR1342'STATION IS 540 FEET S OF THE E-W FENCE LINE AT THE N SIDE OF
 CR1342'MRS. FLEMMONS HOUSE.  (DISTANCE SCALED ON AERIAL PHOTOGRAPH).
 CR1342'THE POSITION OF THE TRIPOD IS DISCERNIBLE ON THE PRINT.  (PHOTO)
 CR1342
 CR1342                          STATION RECOVERY (1955)
 CR1342
 CR1342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CR1342'REVISED DESCRIPTION FOLLOWS--TO REACH STATION FROM COURTHOUSE
 CR1342'IN EMORY, GO SOUTHWEST ALONG STATE HWY. NO. 19 0.45 MI. TO
 CR1342'N-S DIRT CROSSROAD.  TURN LEFT AND FOLLOW SOUTH ALONG GRADED
 CR1342'ROAD 0.35 MI. TO STATION IN PLOWED FIELD ON RIGHT.
 CR1342'
 CR1342'STATION IS IN PLOWED FIELD, 191 FT WEST OF A N-S DIRT ROAD, 95 FT
 CR1342'SSW OF S. EDGE OF GROUP OF EVERGREENS, 57 FT N OF BRUSH AT
 CR1342'FIELD CORNER.  STATION FOUND IN GOOD CONDITION.
 CR1342
 CR1342                          STATION RECOVERY (1956)
 CR1342
 CR1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GF)
 CR1342'THE STATION HAS BEEN PLOWED UP.  THE REFERENCE MARKS AND AZIMUTH
 CR1342'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CR1342'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1342
 CR1342                          STATION RECOVERY (1957)
 CR1342
 CR1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 CR1342'UNABLE TO LOCATE STATION.  POSSIBLY REMOVED.  RECOVERED REFERENCE
 CR1342'MARKS NO. 1 AND NO. 2 IN GOOD CONDITION AS DESCRIBED.  UNABLE
 CR1342'TO LOCATE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION
 CR1342'SITE ARE CORRECT.
 CR1342
 CR1342                          STATION RECOVERY (1963)
 CR1342
 CR1342'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963 (EFS)
 CR1342'RECOVERED BY LONE STAR GAS
 CR1342'
 CR1342'STATION MARK HAS BEEN STRUCK BY PLOW.  A PORTION OF ROCK THAT
 CR1342'DISK IS SET IN HAS BEEN BROKEN OFF.  THE STATION IS IN A
 CR1342'CULTIVATED FIELD.
 CR1342'
 CR1342'R.M. 1 AND R.M. 2 ARE IN GOOD CONDITION.  THE AZIMUTH MARK
 CR1342'WAS NOT SEARCHED FOR BUT A RESIDENCE HAS BEEN BUILT THAT
 CR1342'INTERFERES WITH STATION TO MARK VISION.
 CR1342
 CR1342                          STATION RECOVERY (1966)
 CR1342
 CR1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CR1342'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CR1342'MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO NEW ROADS,
 CR1342'BUILDINGS AND CHANGE OF PROPERTY OWNER A NEW COMPLETE DESCRIPTION
 CR1342'IS AS FOLLOWS--
 CR1342'
 CR1342'THE STATION IS ABOUT 3/4 MILE SOUTH OF EMORY IN THE SOUTHEAST PART
 CR1342'OF A CULTIVATED FIELD, AND ON LAND OWNED BY MR. A.T. ADAIR.
 CR1342'
 CR1342'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT
 CR1342'HOUSE SQUARE IN EMORY, GO SOUTH ON STATE HIGHWAY 19 FOR 0.05
 CR1342'MILE TO THE JUNCTION OF U.S. HIGHWAY 69 AND STATE HIGHWAY 19.
 CR1342'KEEP STRAIGHT AHEAD, ON STATE HIGHWAY 19, GO 0.1 MILE TO A
 CR1342'ROAD FORK (THE AZIMUTH MARK IS 0.45 MILE SOUTH FROM THIS ROAD
 CR1342'FORK.).  CONTINUE ON STATE HIGHWAY 19 FOR 0.1 MILE TO A
 CR1342'CROSSROAD.  TURN LEFT, SOUTHERLY, GO 0.3 MILE ALONG THE DIRT ROAD
 CR1342'TO STATION ON THE RIGHT.
 CR1342'
 CR1342'STATION MARK, A STANDARD MAGNETIC DISK, STAMPED EMORY MAGNETIC
 CR1342'1935, IS SET IN A LIME STONE ROCK FLUSH WITH THE SURFACE OF
 CR1342'GROUND.  IT IS ABOUT 0.1 MILE SOUTH OF THE HOME OF MR.
 CR1342'ADAIR, 187 FEET WEST OF THE CENTER OF THE DIRT ROAD, 180 FEET
 CR1342'SOUTHWEST OF A POWER LINE POLE, AND ABOUT 90 FEET SOUTH OF
 CR1342'THE SOUTH EDGE OF A GROUP OF CEDAR TREES.  NO UNDERGROUND
 CR1342'STATION MARK WAS SET.
 CR1342'
 CR1342'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED EMORY MAGNETIC NO
 CR1342'1 1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CR1342'2 INCHES.  IT IS 40 FEET WEST OF THE CENTER OF THE DIRT ROAD
 CR1342'AND 89 FEET NORTH OF THE POWER LINE POLE.
 CR1342'
 CR1342'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED EMORY MAGNETIC NO
 CR1342'2 1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CR1342'8 INCHES.  IT IS 41 FEET WEST OF THE CENTER OF THE DIRT ROAD,
 CR1342'AND 98 FEET SOUTH OF THE POWER LINE POLE.
 CR1342'
 CR1342'AZIMUTH MARK, A STANDARD DISK, STAMPED EMORY MAGNETIC AZIMUTH
 CR1342'1935, IS A REFERENCE MARK DISK SET IN A 12 IN X 12 IN CONCRETE
 CR1342'POST WHICH PROJECTS 2 INCHES.  IT IS 28 FEET WEST OF THE CENTER
 CR1342'OF A DIRT ROAD, 106 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE
 CR1342'WITH A TRANSFORMER, 77 FEET SOUTHWEST OF THE CENTER OF A
 CR1342'PRIVATE DRIVEWAY, AND 2 FEET WEST OF A METAL WITNESS POST.
 CR1342
 CR1342                          STATION RECOVERY (1972)
 CR1342
 CR1342'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (BHB)
 CR1342'RECOVERED BY HARRY L JOHNSON AND ASSOCIATES INC
 CR1342'
 CR1342'R.M. 1 - GOOD
 CR1342'
 CR1342'R.M. 2 - GOOD
 CR1342'
 CR1342'NO SEARCH WAS MADE FOR AZ. MK.  THERE ARE TWO NEW WHITE FRAME
 CR1342'HOUSES, ONE NORTHEAST AND ONE SOUTHEAST OF THE STATION.  THE
 CR1342'STATION IS 12.35 FT NORTH OF A NEW FENCE CORNER POST, FENCE NORTH,
 CR1342'SOUTH AND WEST.
 CR1342
 CR1342                          STATION RECOVERY (1976)
 CR1342
 CR1342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JCD)
 CR1342'RECOVERED AS DESCRIBED.
 CR1342
 CR1342                          STATION RECOVERY (1995)
 CR1342
 CR1342'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1341 ***********************************************************************
 CR1341  DESIGNATION -  EMORY MUNICIPAL TANK
 CR1341  PID         -  CR1341
 CR1341  STATE/COUNTY-  TX/RAINS
 CR1341  USGS QUAD   -  EMORY SOUTH (1980)
 CR1341
 CR1341                         *CURRENT SURVEY CONTROL
 CR1341  ___________________________________________________________________
 CR1341* NAD 83(1993)-  32 52 27.73376(N)    095 45 59.69702(W)     ADJUSTED  
 CR1341* NAVD 88     -                                                        
 CR1341  ___________________________________________________________________
 CR1341  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CR1341  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR1341
 CR1341  HORZ ORDER  -  THIRD
 CR1341
 CR1341.The horizontal coordinates were established by classical geodetic methods
 CR1341.and adjusted by the National Geodetic Survey in February 1996..
 CR1341
 CR1341
 CR1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1341
 CR1341.The geoid height was determined by GEOID03.
 CR1341
 CR1341;                    North         East     Units Scale Factor Converg.
 CR1341;SPC TXNC     - 2,137,249.277   855,747.831   MT  0.99987738   +1 29 26.8
 CR1341;SPC TXNC     - 7,011,958.67  2,807,566.01   sFT  0.99987738   +1 29 26.8
 CR1341;UTM  15      - 3,640,753.562   241,150.114   MT  1.00042625   -1 30 09.1
 CR1341
 CR1341                          SUPERSEDED SURVEY CONTROL
 CR1341
 CR1341  NAD 83(1993)-  32 52 27.73701(N)    095 45 59.69064(W) AD(       ) 4
 CR1341  NAD 83(1986)-  32 52 27.74047(N)    095 45 59.68437(W) AD(       ) 4
 CR1341  NAD 27      -  32 52 27.30600(N)    095 45 58.81900(W) AD(       ) 3
 CR1341
 CR1341.Superseded values are not recommended for survey control.
 CR1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1341.See file dsdata.txt to determine how the superseded data were derived.
 CR1341
 CR1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4115040754(NAD 83)
 CR1341_MARKER: 53 = ELEVATED TANK
 CR1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1341+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 CR1341
 CR1341  HISTORY     - Date     Condition        Report By
 CR1341  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1341  HISTORY     - 19950807 GOOD             USPSQD
 CR1341  HISTORY     - 20030707 GOOD             USPSQD
 CR1341  HISTORY     - 20040815 GOOD             USPSQD
 CR1341  HISTORY     - 20050314 MARK NOT FOUND   GEOCAC
 CR1341
 CR1341                          STATION DESCRIPTION
 CR1341
 CR1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1341'THE STATION IS LOCATED NEAR THE CENTRAL PART OF EMORY.  IT IS 75
 CR1341'YARDS NORTH OF MAIN STREET AND 75 YARDS WEST OF U.S. HIGHWAY
 CR1341'69.  THE TANK HAS A CONICAL SHAPED ROOF WITH A RED LIGHT AT THE
 CR1341'APEX AND IS SILVER IN COLOR.  IT IS SUPPORTED BY A 4 LEGGED
 CR1341'STEEL STRUCTURE.  THE OVERALL HEIGHT IS 150 FEET.
 CR1341'
 CR1341'THE RED LIGHT AT THE APEX WAS THE POINT OBSERVED UPON.
 CR1341
 CR1341                          STATION RECOVERY (1995)
 CR1341
 CR1341'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1341'RECOVERED IN GOOD CONDITION.
 CR1341
 CR1341                          STATION RECOVERY (2003)
 CR1341
 CR1341'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 CR1341'RECOVERED IN GOOD CONDITION.
 CR1341
 CR1341                          STATION RECOVERY (2004)
 CR1341
 CR1341'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 CR1341'RECOVERED IN GOOD CONDITION.
 CR1341
 CR1341                          STATION RECOVERY (2005)
 CR1341
 CR1341'RECOVERY NOTE BY GEOCACHING 2005
 CR1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0699 ***********************************************************************
 BN0699  DESIGNATION -  ENCHANTED ROCK
 BN0699  PID         -  BN0699
 BN0699  STATE/COUNTY-  TX/LLANO
 BN0699  USGS QUAD   -  ENCHANTED ROCK (1967)
 BN0699
 BN0699                         *CURRENT SURVEY CONTROL
 BN0699  ___________________________________________________________________
 BN0699* NAD 83(1993)-  30 30 23.45189(N)    098 49 07.61119(W)     ADJUSTED  
 BN0699* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 BN0699  ___________________________________________________________________
 BN0699  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 BN0699  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BN0699
 BN0699  HORZ ORDER  -  THIRD
 BN0699
 BN0699.The horizontal coordinates were established by classical geodetic methods
 BN0699.and adjusted by the National Geodetic Survey in February 1996..
 BN0699
 BN0699.The orthometric height was scaled from a topographic map.
 BN0699
 BN0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0699
 BN0699.The geoid height was determined by GEOID03.
 BN0699
 BN0699;                    North         East     Units Scale Factor Converg.
 BN0699;SPC TX C     - 3,094,091.611   845,369.423   MT  0.99991879   +0 46 48.3
 BN0699;SPC TX C     -10,151,198.89  2,773,516.18   sFT  0.99991879   +0 46 48.3
 BN0699;UTM  14      - 3,374,927.381   517,388.737   MT  0.99960373   +0 05 31.2
 BN0699
 BN0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0699!SPC TX C     -   0.99991623  x   0.99991879  =   0.99983503
 BN0699!UTM  14      -   0.99991623  x   0.99960373  =   0.99952000
 BN0699
 BN0699|---------------------------------------------------------------------|
 BN0699| PID    Reference Object                     Distance      Geod. Az  |
 BN0699|                                                           dddmmss.s |
 BN0699| CV3928 ENCHANTED ROCK RM 1                   7.942 METERS 07909     |
 BN0699| CV3927 ENCHANTED ROCK AZ MK 2                             1845706.2 |
 BN0699| CV3926 ENCHANTED ROCK AZ MK                               1865626.0 |
 BN0699| CV3929 ENCHANTED ROCK RM 2                   9.279 METERS 20207     |
 BN0699|---------------------------------------------------------------------|
 BN0699
 BN0699                          SUPERSEDED SURVEY CONTROL
 BN0699
 BN0699  NAD 83(1986)-  30 30 23.46212(N)    098 49 07.59766(W) AD(       ) 3
 BN0699  NAD 27      -  30 30 22.78410(N)    098 49 06.46750(W) AD(       ) 3
 BN0699
 BN0699.Superseded values are not recommended for survey control.
 BN0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0699.See file dsdata.txt to determine how the superseded data were derived.
 BN0699
 BN0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1738974927(NAD 83)
 BN0699_MARKER: DS = TRIANGULATION STATION DISK
 BN0699_SETTING: 66 = SET IN ROCK OUTCROP
 BN0699
 BN0699  HISTORY     - Date     Condition        Report By
 BN0699  HISTORY     - 1956     MONUMENTED       CGS
 BN0699  HISTORY     - 1959     GOOD             CGS
 BN0699  HISTORY     - 20060811 POOR             USPSQD
 BN0699
 BN0699                          STATION DESCRIPTION
 BN0699
 BN0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0699'THE STATION IS LOCATED ON THE SUMMIT OF A MOUNTAIN KNOWN AS
 BN0699'THE ENCHANTED ROCK, ABOUT 18-1/2 MILES SOUTH-SOUTHWEST OF
 BN0699'LLANO, 16-1/2 MILES NORTH-NORTHEAST OF FREDERICKSBURG, 1/2
 BN0699'MILE NORTH OF THE LLANO-GILLESPIE COUNTY LINE, AND ON LAND
 BN0699'OWNED BY MR. CHARLEY MOSS.
 BN0699'
 BN0699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 BN0699'FARM ROAD 965 IN FREDERICKSBURG, GO NORTH ON FARM ROAD 965
 BN0699'FOR 10.5 MILES TO A SIDE ROAD ON THE LEFT, CONTINUE STRAIGHT
 BN0699'AHEAD ON THE MAIN TRAVELED ROAD FOR 1.6 MILES TO A SIDE ROAD
 BN0699'ON THE LEFT AND SIGN ENCHANTED ROCK, TURN LEFT AND FOLLOW THE
 BN0699'MAIN ROAD FOR 3.75 MILES TO A CATTLE GUARD, AND THE AZIMUTH
 BN0699'MARK AS DESCRIBED BELOW, CONTINUE ON THE MAIN ROAD FOR 0.8
 BN0699'MILE TO MR. MOSS HOME ON THE LEFT, CONTINUE FOR 0.05 MILE
 BN0699'TO SIDE ROAD LEFT INTO PARK, TURN LEFT AND FOLLOW ROAD 0.2
 BN0699'MILE TO SOUTH END OF PARK AND SIGN MAIN TRAIL, FOLLOW THE
 BN0699'PAINTED ARROWS ON ROCK TO THE SUMMIT AND STATION.  NOTE--A
 BN0699'FOUR WHEEL DRIVE TRUCK IS NEEDED TO DRIVE FROM MR. MOSS
 BN0699'HOME TO THE TOP OF THE MOUNTAIN.
 BN0699'
 BN0699'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0699'AND THE DISK IS STAMPED ENCHANTED ROCK 1956.
 BN0699'
 BN0699'REFERENCE MARK NO 1 IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0699'AND THE DISK IS STAMPED ENCHANTED ROCK NO 1 1956.
 BN0699'
 BN0699'REFERENCE MARK NO 2 IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0699'AND THE DISK IS STAMPED ENCHANTED ROCK NO 2 1956.
 BN0699'
 BN0699'THE AZIMUTH MARK IS 115 FEET NORTH OF THE CATTLE GUARD, 18
 BN0699'FEET SOUTH OF THE CENTER OF THE MAIN ROAD, AND 3 FEET NORTHWEST
 BN0699'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK IS FLUSH WITH
 BN0699'THE SURFACE OF A SMALL BOULDER THAT PROTRUDES ABOUT 24 INCHES.
 BN0699'THE DISK IS STAMPED ENCHANTED ROCK 1956.
 BN0699'
 BN0699'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0699
 BN0699                          STATION RECOVERY (1959)
 BN0699
 BN0699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 BN0699'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 BN0699'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE ROUTE TO THE
 BN0699'STATION, STATE HIGHWAY NO. 965 WAS UNDER CONSTRUCTION IN
 BN0699'1959 AND WAS BEING SURFACED TO THE ENCHANTED ROCK STATE PARK
 BN0699'AT THE BASE OF THE TRAIL TO THE STATION AND THE 1956 AZIMUTH
 BN0699'MARK WAS IN THE CONSTRUCTION AREA.  A NEW AZIMUTH MARK WAS
 BN0699'SET AND THE ORIGINAL AZIMUTH MARK WAS REMOVED.
 BN0699'
 BN0699'THE AZIMUTH MARK IS AS FOLLOWS.  A STANDARD AZIMUTH DISK
 BN0699'SET IN BEDROCK AT THE TOP OF A ROCKY DIVIDE ABOUT 100
 BN0699'YARDS EAST OF THE HIGHWAY WHICH IS ABOUT 30 FEET HIGHER
 BN0699'THAN THE HIGHWAY.  IT IS ABOUT 50 FEET NORTH OF A FENCE LINE
 BN0699'CROSSING THE DIVIDE AND ON THE NORTHWEST SLOPE OF THE ROCK AND
 BN0699'ABOUT 1 FOOT LOWER THAN THE HIGHEST POINT OF THE ROCK.  IT
 BN0699'IS ABOUT 100 YARDS EAST OF A CATTLE GUARD AND 0.75 MILE SOUTH
 BN0699'OF THE STATION.
 BN0699
 BN0699                          STATION RECOVERY (2006)
 BN0699
 BN0699'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBP)
 BN0699'THE DISK IS MISSING FROM THE STATION MARK, BUT THE LOCATION STILL HAS
 BN0699'THE DRILL HOLE AND REMNANTS OF THE DISK MOUNTING.  REFERENCE MARK
 BN0699'NUMBER 1 IS IN A SIMILAR CONDITION.  REFERENCE MARK NUMBER 2 IS IN
 BN0699'GOOD CONDITION AND CAN BE USED TO LOCATE THE STATION MARK, WHICH IS
 BN0699'APPROXIMATELY 30 FEET NORTH-NORTHEAST.
 BN0699'THE REMNANTS OF REFERENCE MARK NUMBER 2 ARE APPROXIMATELY 25 FEET EAST
 BN0699'OF THE STATION MARK.
 BN0699'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 87 AND FARM ROAD
 BN0699'965 IN FREDERICKSBURG, GO NORTH ON FARM ROAD 965 ABOUT 17 MILES TO THE
 BN0699'ENTRANCE OF ENCHANTED ROCK STATE NATURAL AREA.  A STEEP HIKING TRAIL
 BN0699'LEADS TO THE TOP OF ENCHANTED ROCK, APPROXIMATELY 3/4 MILE NORTH OF
 BN0699'THE PARK OFFICE.  THE STATION AND REFERENCE MARKS ARE AT THE HIGHEST
 BN0699'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1274 ***********************************************************************
 AH1274  DESIGNATION -  ENCINA SOLA WINDMILL
 AH1274  PID         -  AH1274
 AH1274  STATE/COUNTY-  TX/NUECES
 AH1274  USGS QUAD   -  PITA ISLAND (1975)
 AH1274
 AH1274                         *CURRENT SURVEY CONTROL
 AH1274  ___________________________________________________________________
 AH1274* NAD 83(1993)-  27 35 18.20705(N)    097 19 18.20798(W)     ADJUSTED  
 AH1274* NAVD 88     -                                                        
 AH1274  ___________________________________________________________________
 AH1274  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH1274  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AH1274
 AH1274  HORZ ORDER  -  THIRD
 AH1274
 AH1274.The horizontal coordinates were established by classical geodetic methods
 AH1274.and adjusted by the National Geodetic Survey in February 1996..
 AH1274
 AH1274
 AH1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1274
 AH1274.The geoid height was determined by GEOID03.
 AH1274
 AH1274;                    North         East     Units Scale Factor Converg.
 AH1274;SPC TX S     - 5,213,457.757   416,326.942   MT  0.99994715   +0 32 05.8
 AH1274;SPC TX S     -17,104,485.99  1,365,899.31   sFT  0.99994715   +0 32 05.8
 AH1274;UTM  14      - 3,052,731.427   665,648.666   MT  0.99993871   +0 46 38.7
 AH1274
 AH1274                          SUPERSEDED SURVEY CONTROL
 AH1274
 AH1274  NAD 83(1986)-  27 35 18.21750(N)    097 19 18.18297(W) AD(       ) 4
 AH1274  NAD 27      -  27 35 17.08200(N)    097 19 17.21400(W) AD(       ) 3
 AH1274
 AH1274.Superseded values are not recommended for survey control.
 AH1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1274.See file dsdata.txt to determine how the superseded data were derived.
 AH1274
 AH1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6564952731(NAD 83)
 AH1274_MARKER: 66 = WINDMILL
 AH1274
 AH1274  HISTORY     - Date     Condition        Report By
 AH1274  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1274  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1274
 AH1274                          STATION DESCRIPTION
 AH1274
 AH1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1274'LOCATED ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT
 AH1274'8.0 MILES S OF THE U.S. NAVAL AIR STATION, CORPUS CHRISTI.
 AH1274'
 AH1274'TO REACH FROM THE S GATE OF THE NAVAL AIR STATION, PROCEED
 AH1274'0.6 MILE SW ON S.H. 358 TO WALDRON FIELD ROAD, SW 4.4 MILES
 AH1274'TO THE NORTH GATE OF THE KING RANCH, S 2.5 MILES TO A TRAIL
 AH1274'W, W 0.4 MILE TO THE STATION SITE.
 AH1274'
 AH1274'STATION IS 100 FEET N OF A 2 FOOT HIGH CIRCULAR, CEMENT WATER
 AH1274'TANK, 30 FEET IN DIAMETER.
 AH1274'
 AH1274'MARK IS A STEEL WINDMILL 30 FEET HIGH.
 AH1274
 AH1274                          STATION RECOVERY (2001)
 AH1274
 AH1274'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH1274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0700 ***********************************************************************
 AO0700  DESIGNATION -  ENCINAL
 AO0700  PID         -  AO0700
 AO0700  STATE/COUNTY-  TX/WEBB
 AO0700  USGS QUAD   -  ENCINAL (1982)
 AO0700
 AO0700                         *CURRENT SURVEY CONTROL
 AO0700  ___________________________________________________________________
 AO0700* NAD 83(1993)-  28 01 55.00968(N)    099 21 27.22047(W)     ADJUSTED  
 AO0700* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 AO0700  ___________________________________________________________________
 AO0700  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AO0700  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AO0700
 AO0700  HORZ ORDER  -  FIRST
 AO0700
 AO0700.The horizontal coordinates were established by classical geodetic methods
 AO0700.and adjusted by the National Geodetic Survey in February 1996..
 AO0700
 AO0700.The orthometric height was scaled from a topographic map.
 AO0700
 AO0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0700
 AO0700.The geoid height was determined by GEOID03.
 AO0700
 AO0700;                    North         East     Units Scale Factor Converg.
 AO0700;SPC TX S     - 5,262,354.380   215,669.465   MT  1.00005631   -0 23 21.6
 AO0700;SPC TX S     -17,264,907.66    707,575.57   sFT  1.00005631   -0 23 21.6
 AO0700;SPC TXSC     - 4,022,067.340   564,835.844   MT  1.00011939   -0 10 30.6
 AO0700;SPC TXSC     -13,195,732.60  1,853,132.26   sFT  1.00011939   -0 10 30.6
 AO0700;UTM  14      - 3,100,792.866   464,853.922   MT  0.99961525   -0 10 05.0
 AO0700
 AO0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0700!SPC TX S     -   0.99997745  x   1.00005631  =   1.00003376
 AO0700!SPC TXSC     -   0.99997745  x   1.00011939  =   1.00009684
 AO0700!UTM  14      -   0.99997745  x   0.99961525  =   0.99959271
 AO0700
 AO0700|---------------------------------------------------------------------|
 AO0700| PID    Reference Object                     Distance      Geod. Az  |
 AO0700|                                                           dddmmss.s |
 AO0700| CV3930 ENCINAL RM 1                         29.095 METERS 01047     |
 AO0700| AO0531 ENCINAL AZ MK                                      0125753.9 |
 AO0700| CV3931 ENCINAL RM 2                         29.890 METERS 13022     |
 AO0700| AJ1385 SAN ROMAN                           APPROX.11.9 KM 1723431.8 |
 AO0700| AJ1389 SAN ROMAN RANCH STEEL WTR TK        APPROX.10.9 KM 2052313.1 |
 AO0700| AO0703 CO LINE MK TEX FAP 165 ABC D         32.598 METERS 28611     |
 AO0700| AO0304 ENCINAL 2 RESET 1972                 39.463 METERS 31022     |
 AO0700| AO0701 ENCINAL CATHOLIC CHURCH CROSS       APPROX. 1.0 KM 3531647.8 |
 AO0700|---------------------------------------------------------------------|
 AO0700
 AO0700                          SUPERSEDED SURVEY CONTROL
 AO0700
 AO0700  NAD 83(1986)-  28 01 55.00719(N)    099 21 27.19503(W) AD(       ) 1
 AO0700  NAD 27      -  28 01 53.98300(N)    099 21 26.07400(W) AD(       ) 1
 AO0700
 AO0700.Superseded values are not recommended for survey control.
 AO0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0700.See file dsdata.txt to determine how the superseded data were derived.
 AO0700
 AO0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS6485400793(NAD 83)
 AO0700_MARKER: DS = TRIANGULATION STATION DISK
 AO0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0700
 AO0700  HISTORY     - Date     Condition        Report By
 AO0700  HISTORY     - 1935     MONUMENTED       CGS
 AO0700  HISTORY     - 1937     GOOD             TXHD
 AO0700  HISTORY     - 1954     SEE DESCRIPTION  CGS
 AO0700  HISTORY     - 1957     SEE DESCRIPTION  CGS
 AO0700
 AO0700                          STATION DESCRIPTION
 AO0700
 AO0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0700'STATION IS LOCATED 0.6 MILE S OF THE RAILROAD STATION IN ENCINAL,
 AO0700'ON THE E SIDE OF U.S. HIGHWAY 81, IN A PASTURE OWNED BY MRS.
 AO0700'MAGDALINA MOLINA WHO LIVES ONE MILE NE OF STATION.  THE STATION
 AO0700'IS 4 FEET S OF THE WEBB-LA SALLE COUNTY LINE AND 60 FEET E
 AO0700'OF THE CENTER LINE OF U.S. HIGHWAY 81, AND 15.90 FEET E OF A
 AO0700'RECTANGULAR CONCRETE POST (2-1/2 FEET HIGH) ON THE E SIDE OF THE
 AO0700'ROAD.  A SMALL BRONZE TABLET ON THE FACE READS TEXAS F.A.P.
 AO0700'548-B.  STATION IS 106.95 FEET FROM A SIMILAR POST ON THE W
 AO0700'SIDE OF THE ROAD MARKED TEXAS F.A.P. 165 ABC-D.
 AO0700'
 AO0700'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0700'BRONZE DISKS SET IN CONCRETE.
 AO0700'
 AO0700'REFERENCE MARK NO. 1 IS N OF STATION 3 FEET E OF FENCE.  MARK
 AO0700'PROJECTS 6 INCHES ABOVE GROUND.
 AO0700'
 AO0700'REFERENCE MARK NO. 2 IS E OF STATION.  MARK PROJECTS 6 INCHES
 AO0700'ABOVE GROUND.
 AO0700'
 AO0700'AZIMUTH MARK IS 0.5 MILE N OF STATION.  54 FEET W OF THE CENTER
 AO0700'LINE OF U.S. HIGHWAY 81.  0.1 MILE S OF ENCINAL RAILROAD
 AO0700'STATION.  15 FEET S OF POLE OF AN ELECTRIC CROSS LINE.  MARK
 AO0700'PROJECTS 6 INCHES ABOVE GROUND.
 AO0700'
 AO0700'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0700
 AO0700                          STATION RECOVERY (1937)
 AO0700
 AO0700'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AO0700'STATION, REFERENCE MARKS AND AZIMUTH RECOVERED IN GOOD CONDITION
 AO0700'AND AS DESCRIBED.  DIRECTIONS FOR LOCATING STATION ARE GOOD.
 AO0700
 AO0700                          STATION RECOVERY (1954)
 AO0700
 AO0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (FMM)
 AO0700'STATION HAS BEEN HIT BY BRUSH-CLEARING MACHINERY AND IS NOT
 AO0700'SECURE ON ITS BASE.
 AO0700'
 AO0700'AZIMUTH MARKER HAS BEEN REMOVED BY HIGHWAY CONSTRUCTION AND
 AO0700'IS LYING ON GROUND.  REFERENCE MONUMENTS FOUND IN GOOD CONDITION.
 AO0700
 AO0700                          STATION RECOVERY (1957)
 AO0700
 AO0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 AO0700'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 AO0700'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND LYING ON TOP OF THE
 AO0700'GROUND BY A LEVEL PARTY WORKING IN THE AREA, SO THE DISK WAS
 AO0700'REMOVED.
 AO0700'
 AO0700'THE STATION AND REFERENCE MARKS WERE IN THE WAY OF HIGHWAY
 AO0700'CONSTRUCTION, SO A NEW STATION WAS ESTABLISHED ABOUT 129 FT.
 AO0700'TO THE W-NW.  SEE DESCRIPTION OF STATION ENCINAL 2.  THE
 AO0700'UNDERGROUND MARK WAS LEFT IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0304 ***********************************************************************
 AO0304  DESIGNATION -  ENCINAL 2 RESET 1972
 AO0304  PID         -  AO0304
 AO0304  STATE/COUNTY-  TX/WEBB
 AO0304  USGS QUAD   -  ENCINAL (1982)
 AO0304
 AO0304                         *CURRENT SURVEY CONTROL
 AO0304  ___________________________________________________________________
 AO0304* NAD 83(1993)-  28 01 55.83996(N)    099 21 28.32128(W)     ADJUSTED  
 AO0304* NAVD 88     -                                                        
 AO0304  ___________________________________________________________________
 AO0304  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AO0304  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AO0304
 AO0304  HORZ ORDER  -  SECOND
 AO0304
 AO0304.The horizontal coordinates were established by classical geodetic methods
 AO0304.and adjusted by the National Geodetic Survey in February 1996..
 AO0304
 AO0304
 AO0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0304
 AO0304.The geoid height was determined by GEOID03.
 AO0304
 AO0304;                    North         East     Units Scale Factor Converg.
 AO0304;SPC TX S     - 5,262,380.144   215,639.570   MT  1.00005638   -0 23 22.1
 AO0304;SPC TX S     -17,264,992.19    707,477.49   sFT  1.00005638   -0 23 22.1
 AO0304;UTM  14      - 3,100,818.503   464,823.940   MT  0.99961527   -0 10 05.5
 AO0304
 AO0304|---------------------------------------------------------------------|
 AO0304| PID    Reference Object                     Distance      Geod. Az  |
 AO0304|                                                           dddmmss.s |
 AO0304| CV3933 ENCINAL 2 RM 5                       13.818 METERS 00825     |
 AO0304| AO0705 ENCINAL RAD N MAST                  APPROX. 1.0 KM 0150103.3 |
 AO0304| CV3932 ENCINAL 2 AZ MK                                    0152004.6 |
 AO0304| AO0302 ENCINAL 2 RM 3                       14.357 METERS 01949     |
 AO0304| AO0700 ENCINAL                              39.463 METERS 13022     |
 AO0304| AO0704 ENCINAL RAD S MAST                  APPROX. 0.8 KM 1345122.9 |
 AO0304| AO0305 ENCINAL 2 RM 4                       16.346 METERS 19007     |
 AO0304| AO0701 ENCINAL CATHOLIC CHURCH CROSS       APPROX. 1.0 KM 3545338.5 |
 AO0304|---------------------------------------------------------------------|
 AO0304
 AO0304                          SUPERSEDED SURVEY CONTROL
 AO0304
 AO0304  NAD 83(1986)-  28 01 55.83743(N)    099 21 28.29580(W) AD(       ) 2
 AO0304  NAD 27      -  28 01 54.81300(N)    099 21 27.17500(W) AD(       ) 2
 AO0304
 AO0304.Superseded values are not recommended for survey control.
 AO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0304.See file dsdata.txt to determine how the superseded data were derived.
 AO0304
 AO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS6482400819(NAD 83)
 AO0304_MARKER: DS = TRIANGULATION STATION DISK
 AO0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0304_SP_SET: MONUMENT
 AO0304_STAMPING: ENCINAL 2 1957 1972
 AO0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0304+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 AO0304
 AO0304  HISTORY     - Date     Condition        Report By
 AO0304  HISTORY     - 1972     MONUMENTED       NGS
 AO0304  HISTORY     - 1972     GOOD             NGS
 AO0304  HISTORY     - 20020223 GOOD             NGS
 AO0304
 AO0304                          STATION DESCRIPTION
 AO0304
 AO0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0304'THE UNDERGROUND STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN
 AO0304'GOOD CONDITION.  REFERENCE MARK 3 WAS NOT RECOVERED.  THE SURFACE
 AO0304'STATION MARK HAD BEEN BROKEN OFF, THEREFORE, A NEW SURFACE MARK, A
 AO0304'REFERENCE MARK 5 AND AN AZIMUTH MARK WERE ESTABLISHED.  THE
 AO0304'MEASUREMENT TO REFERENCE MARK 4 DIFFERED FROM THE 1957 DATA BY
 AO0304'0.016 METER OR 0.05 FEET LONGER.  THE CHURCH SPIRE MENTIONED IN THE
 AO0304'ORIGINAL DESCRIPTION IS NO LONGER VISIBLE SO THE DIRECTION TO THE
 AO0304'MARK COULD NOT BE CHECKED.  FOLLOWING IS A NEW DESCRIPTION.
 AO0304'
 AO0304'THE STATION IS ABOUT 1/2 MILE SOUTH OF ENCINAL ON THE WEST
 AO0304'RIGHT-OF-WAY OF U.S. HIGHWAY 81 AND BETWEEN THE HIGHWAY AND A
 AO0304'RAILROAD TRACK, 54 FEET NORTH OF THE WEBB-LA SALLE COUNTY LINE.  IT
 AO0304'WAS NOTED THE STATION IS IN LA SALLE COUNTY RATHER THAN WEBB
 AO0304'COUNTY.
 AO0304'
 AO0304'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND U.S.
 AO0304'HIGHWAY 81 AT THE NORTH EDGE OF ENCINAL, GO SOUTH-SOUTHWEST ON
 AO0304'HIGHWAY 81 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AO0304'SOUTH-SOUTHWEST ON HIGHWAY 81 FOR 0.35 MILE TO THE STATION
 AO0304'ON THE RIGHT.
 AO0304'
 AO0304'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED ENCINAL 2 1957
 AO0304'1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT, THAT IS
 AO0304'FLUSH WITH THE GROUND SURFACE.  IT IS 66.0 FEET WEST OF THE CENTER
 AO0304'OF U.S.  HIGHWAY 81, 54.0 FEET NORTH OF A WOODEN COUNTY LINE MARKER,
 AO0304'40.3 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK AND 1.9 FEET
 AO0304'NORTH OF A WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD
 AO0304'DISK, STAMPED ENCINAL 2 1957, SET IN AN IRREGULAR MASS OF
 AO0304'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AO0304'
 AO0304'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED ENCINAL 2 NO 4 1957,
 AO0304'SET IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT, THAT PROJECTS 1
 AO0304'INCH ABOVE THE GROUND.  IT IS 61.5 FEET WEST OF THE CENTER OF THE
 AO0304'HIGHWAY, 45.4 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 4.2
 AO0304'FEET WEST OF THE WOODEN COUNTY LINE MARKER, 1.0 FOOT NORTHWEST OF A
 AO0304'POWERLINE POLE WITH A GUY ON THE WEST SIDE AND ABOUT 1 FOOT HIGHER
 AO0304'THAN THE STATION.
 AO0304'
 AO0304'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED ENCINAL 2 1957 NO 5
 AO0304'1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AO0304'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 71.0 FEET WEST OF
 AO0304'THE CENTER OF THE HIGHWAY, 35.0 FEET EAST OF THE EAST RAIL OF
 AO0304'THE RAILROAD TRACKS, 1.0 FOOT SOUTH OF A TELEPHONE LINE POLE
 AO0304'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 AO0304'
 AO0304'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ENCINAL 2 1957 1972,
 AO0304'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AO0304'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 64.0 FEET WEST OF THE
 AO0304'CENTER OF THE HIGHWAY, 43.0 FEET EAST OF THE EAST RAIL OF THE
 AO0304'RAILROAD TRACKS, 6.5 FEET WEST OF A POWERLINE GUY POLE AND 1.4 FEET
 AO0304'SOUTH OF A WITNESS POST.
 AO0304'
 AO0304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF
 AO0304'ENCINAL.
 AO0304'
 AO0304'HEIGHT OF LIGHT ABOVE STATION MARK 4.56 FEET.
 AO0304
 AO0304                          STATION RECOVERY (1972)
 AO0304
 AO0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AO0304'0.5 MI S FROM ENCINAL.
 AO0304'THE NEW MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED ENCINAL
 AO0304'2 1957 1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AO0304'MONUMENT, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 66.0 FEET WEST
 AO0304'OF THE CENTER OF U.S. HIGHWAY 81, 54.0 FEET NORTH OF A WOODEN COUNTY
 AO0304'LINE MARKER, 40.3 FEET EAST OF THE EAST RAIL OF A RAILROAD TRACK AND
 AO0304'1.9 FEET NORTH OF A WITNESS POST.
 AO0304
 AO0304                          STATION RECOVERY (2002)
 AO0304
 AO0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AO0304'STATION IS NOW 0.2 M BELOW GROUND LEVEL AND 50 FEET NORTH OF METAL
 AO0304'COUNTY LINE MARKER.  US 81 IS NOW BUSINESS LOOP  I-35.  GRAVITY BASE
 AO0304'STATION 'ENCINAL' = DOD 3829-1, IGB 08289 , HUS 1101 IS 15 FEET SW OF
 AO0304'TRIG. STATION.  1972 AZ MK RECOVERED IN GOOD CONDITON AS IS RM 4.
 AO0304'TELEPHONE POLE REFERENCING RM 5 IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0305 ***********************************************************************
 AO0305  DESIGNATION -  ENCINAL 2 RM 4
 AO0305  PID         -  AO0305
 AO0305  STATE/COUNTY-  TX/WEBB
 AO0305  USGS QUAD   -  ENCINAL (1982)
 AO0305
 AO0305                         *CURRENT SURVEY CONTROL
 AO0305  ___________________________________________________________________
 AO0305* NAD 83(1986)-  28 01 55.     (N)    099 21 28.     (W)     SCALED    
 AO0305* NAVD 88     -       165.413  (meters)     542.69   (feet)  ADJUSTED  
 AO0305  ___________________________________________________________________
 AO0305  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AO0305  DYNAMIC HT  -         165.158 (meters)     541.86  (feet)  COMP
 AO0305  MODELED GRAV-     979,101.8   (mgal)                       NAVD 88
 AO0305
 AO0305  VERT ORDER  -  FIRST     CLASS II
 AO0305
 AO0305.The horizontal coordinates were scaled from a topographic map and have
 AO0305.an estimated accuracy of +/- 6 seconds.
 AO0305
 AO0305.The orthometric height was determined by differential leveling
 AO0305.and adjusted by the National Geodetic Survey in June 1991..
 AO0305
 AO0305.The geoid height was determined by GEOID03.
 AO0305
 AO0305.The dynamic height is computed by dividing the NAVD 88
 AO0305.geopotential number by the normal gravity value computed on the
 AO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0305.degrees latitude (g = 980.6199 gals.).
 AO0305
 AO0305.The modeled gravity was interpolated from observed gravity values.
 AO0305
 AO0305;                    North         East    Units  Estimated Accuracy
 AO0305;SPC TX S     - 5,262,350.      215,650.      MT  (+/- 180 meters Scaled)
 AO0305
 AO0305                          SUPERSEDED SURVEY CONTROL
 AO0305
 AO0305  NGVD 29 (??/??/92)  165.294  (m)          542.30   (f) ADJ UNCH    1 2
 AO0305
 AO0305.Superseded values are not recommended for survey control.
 AO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0305.See file dsdata.txt to determine how the superseded data were derived.
 AO0305
 AO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS648007(NAD 83)
 AO0305_MARKER: DR = REFERENCE MARK DISK
 AO0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0305_STAMPING: ENCINAL 2 NO 4 1957
 AO0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0305+STABILITY: SURFACE MOTION
 AO0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0305+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2002
 AO0305
 AO0305  HISTORY     - Date     Condition        Report By
 AO0305  HISTORY     - 1957     MONUMENTED       CGS
 AO0305  HISTORY     - 1972     GOOD             NGS
 AO0305  HISTORY     - 20020223 GOOD             NGS
 AO0305
 AO0305                          STATION DESCRIPTION
 AO0305
 AO0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0305'0.6 MI S FROM ENCINAL.
 AO0305'0.6 MILE SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0305'FROM THE STATION AT ENCINAL, 60 FEET WEST OF THE CENTER LINE OF U.S.
 AO0305'HIGHWAY 81, 46.5 FEET EAST OF THE EAST RAIL, 4.5 FEET WEST OF A COUNTY
 AO0305'LINE MARKER, ON THE LA SALLE AND WEBB COUNTY LINE, 1.5 FEET WEST OF A
 AO0305'FENCE, 53.57 FEET SOUTH OF TRIANGULATION STATION ENCINAL 2 1957, 3
 AO0305'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 AO0305'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0305
 AO0305                          STATION RECOVERY (1972)
 AO0305
 AO0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AO0305'RECOVERED IN GOOD CONDITION.
 AO0305
 AO0305                          STATION RECOVERY (2002)
 AO0305
 AO0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AO0305'US 81 IS NOW BUSINESS LOOP I-35.  WOODEN COUNTY LINE MARKER REPLACED
 AO0305'WITH METAL ONE 4 FEET TO THE NORTH.  ABOUT 4 M W OF TX DOT MARK AND
 AO0305'ABOUT 8 FEET W OF CONCRETE TEXAS POST.  POWER LINE POLE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0701 ***********************************************************************
 AO0701  DESIGNATION -  ENCINAL CATHOLIC CHURCH CROSS
 AO0701  PID         -  AO0701
 AO0701  STATE/COUNTY-  TX/WEBB
 AO0701  USGS QUAD   -  ENCINAL (1982)
 AO0701
 AO0701                         *CURRENT SURVEY CONTROL
 AO0701  ___________________________________________________________________
 AO0701* NAD 83(1993)-  28 02 26.70424(N)    099 21 31.42956(W)     ADJUSTED  
 AO0701* NAVD 88     -                                                        
 AO0701  ___________________________________________________________________
 AO0701  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AO0701  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AO0701
 AO0701  HORZ ORDER  -  THIRD
 AO0701
 AO0701.The horizontal coordinates were established by classical geodetic methods
 AO0701.and adjusted by the National Geodetic Survey in February 1996..
 AO0701
 AO0701
 AO0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0701
 AO0701.The geoid height was determined by GEOID03.
 AO0701
 AO0701;                    North         East     Units Scale Factor Converg.
 AO0701;SPC TX S     - 5,263,330.860   215,561.131   MT  1.00005908   -0 23 23.5
 AO0701;SPC TX S     -17,268,111.33    707,220.14   sFT  1.00005908   -0 23 23.5
 AO0701;SPC TXSC     - 4,023,043.467   564,723.853   MT  1.00011594   -0 10 32.7
 AO0701;SPC TXSC     -13,198,935.11  1,852,764.84   sFT  1.00011594   -0 10 32.7
 AO0701;UTM  14      - 3,101,768.489   464,741.867   MT  0.99961534   -0 10 07.1
 AO0701
 AO0701                          SUPERSEDED SURVEY CONTROL
 AO0701
 AO0701  NAD 83(1986)-  28 02 26.69902(N)    099 21 31.40380(W) AD(       ) 4
 AO0701  NAD 27      -  28 02 25.57300(N)    099 21 30.26800(W) AD(       ) 3
 AO0701
 AO0701.Superseded values are not recommended for survey control.
 AO0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0701.See file dsdata.txt to determine how the superseded data were derived.
 AO0701
 AO0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS6474201768(NAD 83)
 AO0701_MARKER: 91 = CHURCH CROSS
 AO0701
 AO0701  HISTORY     - Date     Condition        Report By
 AO0701  HISTORY     - 1935     FIRST OBSERVED   CGS
 AO0701
 AO0701                          STATION DESCRIPTION
 AO0701
 AO0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0701'POINT OBSERVED UPON WAS TIP OF CROSS ATOP THE CATHOLIC CHURCH,
 AO0701'LOCATED IN THE EASTERN EDGE OF THE TOWN OF ENCINAL.  CROSS WAS
 AO0701'APPROXIMATELY 40 FEET HIGH.
 AO0701'
 AO0701'STATION OBSERVED UPON FROM TRIANGULATION STATIONS SAN ROMAN AND
 AO0701'ENCINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1173 ***********************************************************************
 AH1173  DESIGNATION -  ENCINAL CHAN N LEADING LIGHT
 AH1173  PID         -  AH1173
 AH1173  STATE/COUNTY-  TX/NUECES
 AH1173  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1173
 AH1173                         *CURRENT SURVEY CONTROL
 AH1173  ___________________________________________________________________
 AH1173* NAD 83(1993)-  27 48 03.96237(N)    097 14 28.46282(W)     ADJUSTED  
 AH1173* NAVD 88     -                                                        
 AH1173  ___________________________________________________________________
 AH1173  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1173  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AH1173
 AH1173  HORZ ORDER  -  THIRD
 AH1173
 AH1173.The horizontal coordinates were established by classical geodetic methods
 AH1173.and adjusted by the National Geodetic Survey in February 1996..
 AH1173
 AH1173
 AH1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1173
 AH1173.The geoid height was determined by GEOID03.
 AH1173
 AH1173;                    North         East     Units Scale Factor Converg.
 AH1173;SPC TX S     - 5,237,103.903   424,037.564   MT  0.99999200   +0 34 17.3
 AH1173;SPC TX S     -17,182,065.06  1,391,196.57   sFT  0.99999200   +0 34 17.3
 AH1173;UTM  14      - 3,076,410.091   673,257.712   MT  0.99997053   +0 49 13.8
 AH1173
 AH1173                          SUPERSEDED SURVEY CONTROL
 AH1173
 AH1173  NAD 83(1986)-  27 48 03.96908(N)    097 14 28.43946(W) AD(       ) 4
 AH1173  NAD 27      -  27 48 02.87400(N)    097 14 27.47400(W) AD(       ) 3
 AH1173
 AH1173.Superseded values are not recommended for survey control.
 AH1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1173.See file dsdata.txt to determine how the superseded data were derived.
 AH1173
 AH1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7325876410(NAD 83)
 AH1173_MARKER: 14 = NAVIGATION LIGHT
 AH1173
 AH1173  HISTORY     - Date     Condition        Report By
 AH1173  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1173
 AH1173                          STATION DESCRIPTION
 AH1173
 AH1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1173'STATION IS LOCATED IN CORPUS CHRISTI BAY, ABOUT 6.2 MILES
 AH1173'N OF THE NAVAL AIR STATION, ABOUT 1 MILE SW OF THE INTERSECTION
 AH1173'OF ENCINAL CHANNEL WITH CORPUS CHRISTI CHANNEL, AND ON THE
 AH1173'NW SIDE OF ENCINAL CHANNEL.
 AH1173'
 AH1173'DESCRIBED IN 1948 LIGHT LIST AS--NO. 4544, RED, SQUARE,
 AH1173'PYRAMIDAL, SLATTED, STRUCTURE ON PILES, 33 FEET ABOVE WATER,
 AH1173'CONSTRUCTED 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1167 ***********************************************************************
 AH1167  DESIGNATION -  ENCINAL CHANNEL LIGHT 13
 AH1167  PID         -  AH1167
 AH1167  STATE/COUNTY-  TX/NUECES
 AH1167  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1167
 AH1167                         *CURRENT SURVEY CONTROL
 AH1167  ___________________________________________________________________
 AH1167* NAD 83(1993)-  27 47 39.73767(N)    097 14 35.27125(W)     ADJUSTED  
 AH1167* NAVD 88     -                                                        
 AH1167  ___________________________________________________________________
 AH1167  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AH1167  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH1167
 AH1167  HORZ ORDER  -  THIRD
 AH1167
 AH1167.The horizontal coordinates were established by classical geodetic methods
 AH1167.and adjusted by the National Geodetic Survey in February 1996..
 AH1167
 AH1167
 AH1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1167
 AH1167.The geoid height was determined by GEOID03.
 AH1167
 AH1167;                    North         East     Units Scale Factor Converg.
 AH1167;SPC TX S     - 5,236,356.398   423,858.636   MT  0.99999037   +0 34 14.3
 AH1167;SPC TX S     -17,179,612.62  1,390,609.54   sFT  0.99999037   +0 34 14.3
 AH1167;UTM  14      - 3,075,661.831   673,082.036   MT  0.99996978   +0 49 10.0
 AH1167
 AH1167                          SUPERSEDED SURVEY CONTROL
 AH1167
 AH1167  NAD 83(1986)-  27 47 39.74440(N)    097 14 35.24802(W) AD(       ) 4
 AH1167  NAD 27      -  27 47 38.64700(N)    097 14 34.28300(W) AD(       ) 3
 AH1167
 AH1167.Superseded values are not recommended for survey control.
 AH1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1167.See file dsdata.txt to determine how the superseded data were derived.
 AH1167
 AH1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7308275662(NAD 83)
 AH1167_MARKER: 14 = NAVIGATION LIGHT
 AH1167
 AH1167  HISTORY     - Date     Condition        Report By
 AH1167  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1167
 AH1167                          STATION DESCRIPTION
 AH1167
 AH1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1167'STATION IS LOCATED IN CORPUS CHRISTI BAY, ABOUT 5.8 MILES
 AH1167'N OF THE NAVAL AIR STATION, ABOUT 1.5 MILES SW OF THE INTERSECTION
 AH1167'OF ENCINAL CHANNEL WITH CORPUS CHRISTI CHANNEL, AND ON THE
 AH1167'E SIDE OF ENCINAL CHANNEL.
 AH1167'
 AH1167'DESCRIBED IN 1948 LIGHT LIST AS--NO. 4545, BLACK, SQUARE,
 AH1167'SLATTED, PYRAMIDAL, STRUCTURE ON PILES, 30 FEET ABOVE THE
 AH1167'WATER, CONSTRUCTED 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1168 ***********************************************************************
 AH1168  DESIGNATION -  ENCINAL CHANNEL LIGHT 19
 AH1168  PID         -  AH1168
 AH1168  STATE/COUNTY-  TX/NUECES
 AH1168  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1168
 AH1168                         *CURRENT SURVEY CONTROL
 AH1168  ___________________________________________________________________
 AH1168* NAD 83(1993)-  27 46 40.01612(N)    097 14 59.94041(W)     ADJUSTED  
 AH1168* NAVD 88     -                                                        
 AH1168  ___________________________________________________________________
 AH1168  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AH1168  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AH1168
 AH1168  HORZ ORDER  -  THIRD
 AH1168
 AH1168.The horizontal coordinates were established by classical geodetic methods
 AH1168.and adjusted by the National Geodetic Survey in February 1996..
 AH1168
 AH1168
 AH1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1168
 AH1168.The geoid height was determined by GEOID03.
 AH1168
 AH1168;                    North         East     Units Scale Factor Converg.
 AH1168;SPC TX S     - 5,234,511.440   423,201.580   MT  0.99998641   +0 34 03.1
 AH1168;SPC TX S     -17,173,559.62  1,388,453.85   sFT  0.99998641   +0 34 03.1
 AH1168;UTM  14      - 3,073,814.077   672,433.003   MT  0.99996701   +0 48 56.8
 AH1168
 AH1168                          SUPERSEDED SURVEY CONTROL
 AH1168
 AH1168  NAD 83(1986)-  27 46 40.02284(N)    097 14 59.91748(W) AD(       ) 4
 AH1168  NAD 27      -  27 46 38.92600(N)    097 14 58.95400(W) AD(       ) 3
 AH1168
 AH1168.Superseded values are not recommended for survey control.
 AH1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1168.See file dsdata.txt to determine how the superseded data were derived.
 AH1168
 AH1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7243373814(NAD 83)
 AH1168_MARKER: 14 = NAVIGATION LIGHT
 AH1168
 AH1168  HISTORY     - Date     Condition        Report By
 AH1168  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1168
 AH1168                          STATION DESCRIPTION
 AH1168
 AH1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1168'STATION IS LOCATED IN CORPUS CHRISTI BAY, ABOUT 4.8 MILES N
 AH1168'OF THE NAVAL AIR STATION, ABOUT 2.5 MILES SW OF THE INTERSECTION
 AH1168'OF ENCINAL CHANNEL WITH CORPUS CHRISTI CHANNEL, AND ON THE
 AH1168'E SIDE OF ENCINAL CHANNEL.
 AH1168'
 AH1168'DESCRIBED IN 1948 LIGHT LIST AS--NO. 4546, BLACK, SQUARE,
 AH1168'SLATTED, PYRAMIDAL, STRUCTURE ON PILES, 30 FEET ABOVE THE
 AH1168'WATER, CONSTRUCTED 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1181 ***********************************************************************
 AH1181  DESIGNATION -  ENCINAL CHANNEL LIGHT 5
 AH1181  PID         -  AH1181
 AH1181  STATE/COUNTY-  TX/NUECES
 AH1181  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1181
 AH1181                         *CURRENT SURVEY CONTROL
 AH1181  ___________________________________________________________________
 AH1181* NAD 83(1993)-  27 48 25.23544(N)    097 13 59.97326(W)     ADJUSTED  
 AH1181* NAVD 88     -                                                        
 AH1181  ___________________________________________________________________
 AH1181  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AH1181  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH1181
 AH1181  HORZ ORDER  -  THIRD
 AH1181
 AH1181.The horizontal coordinates were established by classical geodetic methods
 AH1181.and adjusted by the National Geodetic Survey in February 1996..
 AH1181
 AH1181
 AH1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1181
 AH1181.The geoid height was determined by GEOID03.
 AH1181
 AH1181;                    North         East     Units Scale Factor Converg.
 AH1181;SPC TX S     - 5,237,766.502   424,810.784   MT  0.99999344   +0 34 30.3
 AH1181;SPC TX S     -17,184,238.93  1,393,733.38   sFT  0.99999344   +0 34 30.3
 AH1181;UTM  14      - 3,077,076.032   674,028.027   MT  0.99997383   +0 49 27.7
 AH1181
 AH1181                          SUPERSEDED SURVEY CONTROL
 AH1181
 AH1181  NAD 83(1986)-  27 48 25.24221(N)    097 13 59.94999(W) AD(       ) 4
 AH1181  NAD 27      -  27 48 24.14600(N)    097 13 58.98600(W) AD(       ) 3
 AH1181
 AH1181.Superseded values are not recommended for survey control.
 AH1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1181.See file dsdata.txt to determine how the superseded data were derived.
 AH1181
 AH1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7402877076(NAD 83)
 AH1181_MARKER: 14 = NAVIGATION LIGHT
 AH1181
 AH1181  HISTORY     - Date     Condition        Report By
 AH1181  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1181
 AH1181                          STATION DESCRIPTION
 AH1181
 AH1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1181'THE STATION IS LOCATED IN CORPUS CHRISTI BAY ABOUT 6.7 MILES
 AH1181'N OF THE NAVAL AIR STATION ABOUT 0.5 MILE SW OF THE INTERSECTION
 AH1181'OF ENCINAL CHANNEL WITH CORPUS CHRISTI CHANNEL AND ON THE SE
 AH1181'SIDE OF ENCINAL CHANNEL.
 AH1181'
 AH1181'THE STATION IS DESCRIBED IN 1948 LIGHT LIST LT. NO. 4542 AS
 AH1181'BLACK, SQUARE, SLATTED, PYRAMIDAL, STRUCTURE ON PILES, 30 FT.
 AH1181'ABOVE WATER, CONSTRUCTED 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1184 ***********************************************************************
 AH1184  DESIGNATION -  ENCINAL CHANNEL LIGHT 9
 AH1184  PID         -  AH1184
 AH1184  STATE/COUNTY-  TX/NUECES
 AH1184  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1184
 AH1184                         *CURRENT SURVEY CONTROL
 AH1184  ___________________________________________________________________
 AH1184* NAD 83(1993)-  27 48 01.08232(N)    097 14 23.42379(W)     ADJUSTED  
 AH1184* NAVD 88     -                                                        
 AH1184  ___________________________________________________________________
 AH1184  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1184  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AH1184
 AH1184  HORZ ORDER  -  THIRD
 AH1184
 AH1184.The horizontal coordinates were established by classical geodetic methods
 AH1184.and adjusted by the National Geodetic Survey in February 1996..
 AH1184
 AH1184
 AH1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1184
 AH1184.The geoid height was determined by GEOID03.
 AH1184
 AH1184;                    North         East     Units Scale Factor Converg.
 AH1184;SPC TX S     - 5,237,016.630   424,176.373   MT  0.99999180   +0 34 19.6
 AH1184;SPC TX S     -17,181,778.73  1,391,651.98   sFT  0.99999180   +0 34 19.6
 AH1184;UTM  14      - 3,076,323.424   673,396.896   MT  0.99997112   +0 49 16.1
 AH1184
 AH1184                          SUPERSEDED SURVEY CONTROL
 AH1184
 AH1184  NAD 83(1986)-  27 48 01.08907(N)    097 14 23.40050(W) AD(       ) 4
 AH1184  NAD 27      -  27 47 59.99200(N)    097 14 22.43600(W) AD(       ) 3
 AH1184
 AH1184.Superseded values are not recommended for survey control.
 AH1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1184.See file dsdata.txt to determine how the superseded data were derived.
 AH1184
 AH1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7339776323(NAD 83)
 AH1184_MARKER: 14 = NAVIGATION LIGHT
 AH1184
 AH1184  HISTORY     - Date     Condition        Report By
 AH1184  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1184
 AH1184                          STATION DESCRIPTION
 AH1184
 AH1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1184'STATION IS LOCATED IN CORPUS CHRISTI BAY, ABOUT 6.2 MILES N
 AH1184'OF THE NAVAL AIR STATION, ABOUT 1 MILE SW OF THE INTERSECTION
 AH1184'OF ENCINAL CHANNEL WITH CORPUS CHRISTI CHANNEL, AND ON E
 AH1184'SIDE OF ENCINAL CHANNEL.
 AH1184'
 AH1184'DESCRIBED IN 1948 LIGHT LIST AS--NO. 4543, BLACK, SQUARE,
 AH1184'SLATTED, PYRAMIDAL, STRUCTURE ON PILES, 30 FEET ABOVE THE
 AH1184'WATER, CONSTRUCTED 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1243 ***********************************************************************
 AH1243  DESIGNATION -  ENCINAL CHANNEL LIGHT 31
 AH1243  PID         -  AH1243
 AH1243  STATE/COUNTY-  TX/NUECES
 AH1243  USGS QUAD   -  OSO CREEK NE (1975)
 AH1243
 AH1243                         *CURRENT SURVEY CONTROL
 AH1243  ___________________________________________________________________
 AH1243* NAD 83(1993)-  27 44 41.88506(N)    097 15 48.68099(W)     ADJUSTED  
 AH1243* NAVD 88     -                                                        
 AH1243  ___________________________________________________________________
 AH1243  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1243  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH1243
 AH1243  HORZ ORDER  -  THIRD
 AH1243
 AH1243.The horizontal coordinates were established by classical geodetic methods
 AH1243.and adjusted by the National Geodetic Survey in February 1996..
 AH1243
 AH1243
 AH1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1243
 AH1243.The geoid height was determined by GEOID03.
 AH1243
 AH1243;                    North         East     Units Scale Factor Converg.
 AH1243;SPC TX S     - 5,230,862.208   421,902.841   MT  0.99997882   +0 33 40.9
 AH1243;SPC TX S     -17,161,587.09  1,384,192.90   sFT  0.99997882   +0 33 40.9
 AH1243;UTM  14      - 3,070,159.331   671,150.079   MT  0.99996157   +0 48 30.9
 AH1243
 AH1243                          SUPERSEDED SURVEY CONTROL
 AH1243
 AH1243  NAD 83(1986)-  27 44 41.89214(N)    097 15 48.65789(W) AD(       ) 4
 AH1243  NAD 27      -  27 44 40.78400(N)    097 15 47.69400(W) AD(       ) 3
 AH1243
 AH1243.Superseded values are not recommended for survey control.
 AH1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1243.See file dsdata.txt to determine how the superseded data were derived.
 AH1243
 AH1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7115070159(NAD 83)
 AH1243_MARKER: 14 = NAVIGATION LIGHT
 AH1243
 AH1243  HISTORY     - Date     Condition        Report By
 AH1243  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1243
 AH1243                          STATION DESCRIPTION
 AH1243
 AH1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1243'STATION IS LOATED IN CORPUS CHRISTI BAY, ABOUT 2.6 MILES
 AH1243'N OF THE NAVAL AIR STATION, ABOUT 4.6 MILES SW OF THE INTERSECTION
 AH1243'OF ENCINAL CHANNEL WITH CORPUS CHRISTI CHANNEL, AND ON THE
 AH1243'E SIDE OF ENCINAL CHANNEL.
 AH1243'
 AH1243'DESCRIBED IN 1948 LIGHT LIST AS--NO. 4550.  BLACK, SQUARE,
 AH1243'SLATTED, PYRAMIDAL, STRUCTURE ON PILES, 30 FEET ABOVE WATER,
 AH1243'CONSTRUCTED 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1261 ***********************************************************************
 AH1261  DESIGNATION -  ENCINAL CHANNEL LIGHT 32
 AH1261  PID         -  AH1261
 AH1261  STATE/COUNTY-  TX/NUECES
 AH1261  USGS QUAD   -  OSO CREEK NE (1975)
 AH1261
 AH1261                         *CURRENT SURVEY CONTROL
 AH1261  ___________________________________________________________________
 AH1261* NAD 83(1993)-  27 44 43.85368(N)    097 15 54.24951(W)     ADJUSTED  
 AH1261* NAVD 88     -                                                        
 AH1261  ___________________________________________________________________
 AH1261  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1261  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH1261
 AH1261  HORZ ORDER  -  THIRD
 AH1261
 AH1261.The horizontal coordinates were established by classical geodetic methods
 AH1261.and adjusted by the National Geodetic Survey in February 1996..
 AH1261
 AH1261
 AH1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1261
 AH1261.The geoid height was determined by GEOID03.
 AH1261
 AH1261;                    North         East     Units Scale Factor Converg.
 AH1261;SPC TX S     - 5,230,921.309   421,749.755   MT  0.99997895   +0 33 38.4
 AH1261;SPC TX S     -17,161,780.99  1,383,690.65   sFT  0.99997895   +0 33 38.4
 AH1261;UTM  14      - 3,070,217.769   670,996.742   MT  0.99996092   +0 48 28.4
 AH1261
 AH1261                          SUPERSEDED SURVEY CONTROL
 AH1261
 AH1261  NAD 83(1986)-  27 44 43.86072(N)    097 15 54.22627(W) AD(       ) 4
 AH1261  NAD 27      -  27 44 42.75300(N)    097 15 53.26100(W) AD(       ) 3
 AH1261
 AH1261.Superseded values are not recommended for survey control.
 AH1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1261.See file dsdata.txt to determine how the superseded data were derived.
 AH1261
 AH1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7099770218(NAD 83)
 AH1261_MARKER: 14 = NAVIGATION LIGHT
 AH1261
 AH1261  HISTORY     - Date     Condition        Report By
 AH1261  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1261
 AH1261                          STATION DESCRIPTION
 AH1261
 AH1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1261'STATION IS LOCATED IN CORPUS CHRISTI BAY, ABOUT 2.6 MILES N
 AH1261'OF THE NAVAL AIR STATION, ABOUT 4.6 MILES SW OF THE INTERSECTION
 AH1261'OF ENCINAL CHANNEL WITH CORPUS CHRISTI CHANNEL, AND ON THE
 AH1261'W SIDE OF ENCINAL CHANNEL.
 AH1261'
 AH1261'DESCRIBED IN 1948 LIGHT LIST AS--NO. 4551.  RED, SQUARE,
 AH1261'SLATTED, PYRAMIDAL, STRUCTURE ON PILES, 30 FEET ABOVE THE
 AH1261'WATER, CONSTRUCTED IN 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1323 ***********************************************************************
 AH1323  DESIGNATION -  ENCINAL CHANNEL LIGHT 26
 AH1323  PID         -  AH1323
 AH1323  STATE/COUNTY-  TX/NUECES
 AH1323  USGS QUAD   -  PORTLAND (1975)
 AH1323
 AH1323                         *CURRENT SURVEY CONTROL
 AH1323  ___________________________________________________________________
 AH1323* NAD 83(1993)-  27 45 43.02457(N)    097 15 29.85589(W)     ADJUSTED  
 AH1323* NAVD 88     -                                                        
 AH1323  ___________________________________________________________________
 AH1323  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AH1323  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AH1323
 AH1323  HORZ ORDER  -  THIRD
 AH1323
 AH1323.The horizontal coordinates were established by classical geodetic methods
 AH1323.and adjusted by the National Geodetic Survey in February 1996..
 AH1323
 AH1323
 AH1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1323
 AH1323.The geoid height was determined by GEOID03.
 AH1323
 AH1323;                    North         East     Units Scale Factor Converg.
 AH1323;SPC TX S     - 5,232,749.144   422,399.848   MT  0.99998271   +0 33 49.5
 AH1323;SPC TX S     -17,167,777.82  1,385,823.50   sFT  0.99998271   +0 33 49.5
 AH1323;UTM  14      - 3,072,048.361   671,638.922   MT  0.99996364   +0 48 41.3
 AH1323
 AH1323                          SUPERSEDED SURVEY CONTROL
 AH1323
 AH1323  NAD 83(1986)-  27 45 43.03118(N)    097 15 29.83343(W) AD(       ) 4
 AH1323  NAD 27      -  27 45 41.93100(N)    097 15 28.86900(W) AD(       ) 3
 AH1323
 AH1323.Superseded values are not recommended for survey control.
 AH1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1323.See file dsdata.txt to determine how the superseded data were derived.
 AH1323
 AH1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7163972048(NAD 83)
 AH1323_MARKER: 14 = NAVIGATION LIGHT
 AH1323
 AH1323  HISTORY     - Date     Condition        Report By
 AH1323  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1323  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1323
 AH1323                          STATION DESCRIPTION
 AH1323
 AH1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1323'STATION LOCATED IN CORPUS CHRISTI BAY, ABOUT 3.7 MILES N OF
 AH1323'THE NAVAL AIR STATION, ABOUT 3.5 MILES SW OF THE INTERSECTION
 AH1323'OF ENCINAL CHANNEL WITH CORPUS CHRISTI CHANNEL, AND ON THE
 AH1323'W SIDE OF ENCINAL CHANNEL.
 AH1323'
 AH1323'DESCRIBED IN 1948 LIGHT LIST AS--NO. 4549.  RED, SQUARE,
 AH1323'SLATTED, PYRAMIDAL, STRUCTURE ON PILES, 30 FEET ABOVE THE
 AH1323'WATER, CONSTRUCTED 1942.
 AH1323
 AH1323                          STATION RECOVERY (2001)
 AH1323
 AH1323'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1324 ***********************************************************************
 AH1324  DESIGNATION -  ENCINAL CHANNEL LIGHT 20
 AH1324  PID         -  AH1324
 AH1324  STATE/COUNTY-  TX/NUECES
 AH1324  USGS QUAD   -  PORTLAND (1975)
 AH1324
 AH1324                         *CURRENT SURVEY CONTROL
 AH1324  ___________________________________________________________________
 AH1324* NAD 83(1993)-  27 46 42.08143(N)    097 15 05.50049(W)     ADJUSTED  
 AH1324* NAVD 88     -                                                        
 AH1324  ___________________________________________________________________
 AH1324  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1324  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH1324
 AH1324  HORZ ORDER  -  THIRD
 AH1324
 AH1324.The horizontal coordinates were established by classical geodetic methods
 AH1324.and adjusted by the National Geodetic Survey in February 1996..
 AH1324
 AH1324
 AH1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1324
 AH1324.The geoid height was determined by GEOID03.
 AH1324
 AH1324;                    North         East     Units Scale Factor Converg.
 AH1324;SPC TX S     - 5,234,573.504   423,048.733   MT  0.99998654   +0 34 00.5
 AH1324;SPC TX S     -17,173,763.24  1,387,952.38   sFT  0.99998654   +0 34 00.5
 AH1324;UTM  14      - 3,073,875.477   672,279.892   MT  0.99996636   +0 48 54.3
 AH1324
 AH1324                          SUPERSEDED SURVEY CONTROL
 AH1324
 AH1324  NAD 83(1986)-  27 46 42.08825(N)    097 15 05.47723(W) AD(       ) 4
 AH1324  NAD 27      -  27 46 40.99100(N)    097 15 04.51100(W) AD(       ) 3
 AH1324
 AH1324.Superseded values are not recommended for survey control.
 AH1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1324.See file dsdata.txt to determine how the superseded data were derived.
 AH1324
 AH1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7228073875(NAD 83)
 AH1324_MARKER: 14 = NAVIGATION LIGHT
 AH1324
 AH1324  HISTORY     - Date     Condition        Report By
 AH1324  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1324  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1324
 AH1324                          STATION DESCRIPTION
 AH1324
 AH1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1324'STATION IS LOCATED IN CORPUS CHRISTI BAY, ABOUT 4.8 MILES N
 AH1324'OF THE NAVAL AIR STATION, ABOUT 2.5 MILES SW OF THE INTERSECTION
 AH1324'OF ENCINAL CHANNEL WITH CORPUS CHRISTI CHANNEL, AND ON THE
 AH1324'W SIDE OF ENCINAL CHANNEL.
 AH1324'
 AH1324'DESCRIBED IN 1948 LIGHT LIST AS--NO. 4547.  RED, SQUARE,
 AH1324'SLATTED, PYRAMIDAL, STRUCTURE ON PILES, 30 FEET ABOVE THE
 AH1324'WATER, CONSTRUCTED 1942.
 AH1324
 AH1324                          STATION RECOVERY (2001)
 AH1324
 AH1324'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1335 ***********************************************************************
 AH1335  DESIGNATION -  ENCINAL CHANNEL LIGHT 25
 AH1335  PID         -  AH1335
 AH1335  STATE/COUNTY-  TX/NUECES
 AH1335  USGS QUAD   -  PORTLAND (1975)
 AH1335
 AH1335                         *CURRENT SURVEY CONTROL
 AH1335  ___________________________________________________________________
 AH1335* NAD 83(1993)-  27 45 41.03483(N)    097 15 24.29486(W)     ADJUSTED  
 AH1335* NAVD 88     -                                                        
 AH1335  ___________________________________________________________________
 AH1335  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1335  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AH1335
 AH1335  HORZ ORDER  -  THIRD
 AH1335
 AH1335.The horizontal coordinates were established by classical geodetic methods
 AH1335.and adjusted by the National Geodetic Survey in February 1996..
 AH1335
 AH1335
 AH1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1335
 AH1335.The geoid height was determined by GEOID03.
 AH1335
 AH1335;                    North         East     Units Scale Factor Converg.
 AH1335;SPC TX S     - 5,232,689.399   422,552.716   MT  0.99998258   +0 33 52.0
 AH1335;SPC TX S     -17,167,581.80  1,386,325.04   sFT  0.99998258   +0 33 52.0
 AH1335;UTM  14      - 3,071,989.279   671,792.044   MT  0.99996429   +0 48 43.9
 AH1335
 AH1335                          SUPERSEDED SURVEY CONTROL
 AH1335
 AH1335  NAD 83(1986)-  27 45 41.04178(N)    097 15 24.27177(W) AD(       ) 4
 AH1335  NAD 27      -  27 45 39.94000(N)    097 15 23.31100(W) AD(       ) 3
 AH1335
 AH1335.Superseded values are not recommended for survey control.
 AH1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1335.See file dsdata.txt to determine how the superseded data were derived.
 AH1335
 AH1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7179271989(NAD 83)
 AH1335_MARKER: 14 = NAVIGATION LIGHT
 AH1335
 AH1335  HISTORY     - Date     Condition        Report By
 AH1335  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1335  HISTORY     - 20010730 MARK NOT FOUND   USPSQD
 AH1335
 AH1335                          STATION DESCRIPTION
 AH1335
 AH1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1335'STATION IS LOCATED IN CORPUS CHRISTI BAY, ABOUT 3.7 MILES N
 AH1335'OF THE NAVAL AIR STATION, ABOUT 3.5 MILES SW OF THE INTERSECTION
 AH1335'OF ENCINAL CHANNEL WITH CORPUS CHRISTI CHANNEL, AND ON THE
 AH1335'E SIDE OF ENCINAL CHANNEL.
 AH1335'
 AH1335'DESCRIBED IN 1948 LIGHT LIST AS--NO. 4548.  BLACK, SQUARE,
 AH1335'SLATTED, PYRAMIDAL, STRUCTURE ON PILES, 30 FEET ABOVE THE
 AH1335'WATER, CONSTRUCTED 1942.
 AH1335
 AH1335                          STATION RECOVERY (2001)
 AH1335
 AH1335'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 AH1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0705 ***********************************************************************
 AO0705  DESIGNATION -  ENCINAL RAD N MAST
 AO0705  PID         -  AO0705
 AO0705  STATE/COUNTY-  TX/LA SALLE
 AO0705  USGS QUAD   -  ENCINAL (1982)
 AO0705
 AO0705                         *CURRENT SURVEY CONTROL
 AO0705  ___________________________________________________________________
 AO0705* NAD 83(1993)-  28 02 27.99268(N)    099 21 18.59917(W)     ADJUSTED  
 AO0705* NAVD 88     -                                                        
 AO0705  ___________________________________________________________________
 AO0705  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AO0705  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AO0705
 AO0705  HORZ ORDER  -  THIRD
 AO0705
 AO0705.The horizontal coordinates were established by classical geodetic methods
 AO0705.and adjusted by the National Geodetic Survey in February 1996..
 AO0705
 AO0705
 AO0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0705
 AO0705.The geoid height was determined by GEOID03.
 AO0705
 AO0705;                    North         East     Units Scale Factor Converg.
 AO0705;SPC TXSC     - 4,023,082.064   565,074.442   MT  1.00011580   -0 10 26.4
 AO0705;SPC TXSC     -13,199,061.74  1,853,915.07   sFT  1.00011580   -0 10 26.4
 AO0705;UTM  14      - 3,101,807.110   465,092.276   MT  0.99961504   -0 10 01.1
 AO0705
 AO0705                          SUPERSEDED SURVEY CONTROL
 AO0705
 AO0705  NAD 83(1986)-  28 02 27.99030(N)    099 21 18.57370(W) AD(       ) 4
 AO0705  NAD 27      -  28 02 26.96534(N)    099 21 17.45313(W) AD(       ) 3
 AO0705
 AO0705.Superseded values are not recommended for survey control.
 AO0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0705.See file dsdata.txt to determine how the superseded data were derived.
 AO0705
 AO0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS6509201807(NAD 83)
 AO0705_MARKER: 42 = RADIO/TV MAST
 AO0705
 AO0705  HISTORY     - Date     Condition        Report By
 AO0705  HISTORY     - 1972     FIRST OBSERVED   NGS
 AO0705
 AO0705                          STATION DESCRIPTION
 AO0705
 AO0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0705'THE STATION, ENCINAL RADIO MAST KJA 695, IS THE CENTER OF THE TOP OF
 AO0705'THE MAST PROPER, OF A TRIANGULAR STEEL, SELF-SUPPORTING MAST PAINTED
 AO0705'RED AND WHITE THAT HAS AN ANTENNA MOUNTED ON THE TOP.  THE
 AO0705'STRUCTURE HAS AN OVERALL HEIGHT OF 120 FEET AND IS OWNED BY THE
 AO0705'MISSOURI PACIFIC RAILROAD LINES.
 AO0705'
 AO0705'THE STATION IS LOCATED IN ENCINAL 0.25 MILE SOUTH OF THE JUNCTION OF
 AO0705'U.S. HIGHWAY 81 AND STATE HIGHWAY 44 AND 150 FEET WEST OF U.S.
 AO0705'HIGHWAY 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0704 ***********************************************************************
 AO0704  DESIGNATION -  ENCINAL RAD S MAST
 AO0704  PID         -  AO0704
 AO0704  STATE/COUNTY-  TX/WEBB
 AO0704  USGS QUAD   -  ENCINAL (1982)
 AO0704
 AO0704                         *CURRENT SURVEY CONTROL
 AO0704  ___________________________________________________________________
 AO0704* NAD 83(1993)-  28 01 38.08305(N)    099 21 08.21021(W)     ADJUSTED  
 AO0704* NAVD 88     -                                                        
 AO0704  ___________________________________________________________________
 AO0704  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AO0704  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AO0704
 AO0704  HORZ ORDER  -  THIRD
 AO0704
 AO0704.The horizontal coordinates were established by classical geodetic methods
 AO0704.and adjusted by the National Geodetic Survey in February 1996..
 AO0704
 AO0704
 AO0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0704
 AO0704.The geoid height was determined by GEOID03.
 AO0704
 AO0704;                    North         East     Units Scale Factor Converg.
 AO0704;SPC TX S     - 5,261,829.788   216,185.223   MT  1.00005484   -0 23 13.0
 AO0704;SPC TX S     -17,263,186.56    709,267.69   sFT  1.00005484   -0 23 13.0
 AO0704;UTM  14      - 3,100,270.500   465,371.474   MT  0.99961480   -0 09 55.9
 AO0704
 AO0704                          SUPERSEDED SURVEY CONTROL
 AO0704
 AO0704  NAD 83(1986)-  28 01 38.08076(N)    099 21 08.18477(W) AD(       ) 4
 AO0704  NAD 27      -  28 01 37.05494(N)    099 21 07.06421(W) AD(       ) 3
 AO0704
 AO0704.Superseded values are not recommended for survey control.
 AO0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0704.See file dsdata.txt to determine how the superseded data were derived.
 AO0704
 AO0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS6537100271(NAD 83)
 AO0704_MARKER: 42 = RADIO/TV MAST
 AO0704
 AO0704  HISTORY     - Date     Condition        Report By
 AO0704  HISTORY     - 1972     FIRST OBSERVED   NGS
 AO0704
 AO0704                          STATION DESCRIPTION
 AO0704
 AO0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0704'THE STATION, ENCINAL RADIO MAST KLQ 523, IS THE CENTER OF THE TOP OF
 AO0704'A TRIANGULAR STEEL, GUYED MAST, THAT IS UNPAINTED AND NOT LIGHTED.
 AO0704'IT HAS AN OVERALL HEIGHT OF 200 FEET AND IS OWNED BY THE HOUSTON
 AO0704'NATURAL GAS COMPANY.  THE LOCAL OFFICE OF THE COMPANY IS 0.25 MILE
 AO0704'SOUTH OF THE STATION.
 AO0704'
 AO0704'THE STATION IS LOCATED 1 MILE SOUTH OF ENCINAL AND 0.5 MILE EAST OF
 AO0704'U.S. HIGHWAY 81.
 AO0704'
 AO0704'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND U.S.
 AO0704'HIGHWAY 81 AT THE NORTH EDGE OF ENCINAL, GO SOUTH-SOUTHEAST ON
 AO0704'HIGHWAY 81 FOR 1.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 AO0704'EAST ON A GRAVELED ROAD FOR 0.3 MILE TO A GATE AHEAD AT A POINT
 AO0704'WHERE THE ROAD TURNS SOUTH.  THE STATION IS ABOUT 100 YARDS
 AO0704'SOUTHEAST OF THE GATE AND 100 YARDS EAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1666 ***********************************************************************
 AB1666  DESIGNATION -  ENCINO
 AB1666  PID         -  AB1666
 AB1666  STATE/COUNTY-  TX/KENEDY
 AB1666  USGS QUAD   -  LOS AMIGOS WINDMILL (1975)
 AB1666
 AB1666                         *CURRENT SURVEY CONTROL
 AB1666  ___________________________________________________________________
 AB1666* NAD 83(1993)-  26 49 59.81440(N)    097 34 01.88767(W)     ADJUSTED  
 AB1666* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AB1666  ___________________________________________________________________
 AB1666  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AB1666  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AB1666
 AB1666  HORZ ORDER  -  SECOND
 AB1666
 AB1666.The horizontal coordinates were established by classical geodetic methods
 AB1666.and adjusted by the National Geodetic Survey in February 1996..
 AB1666
 AB1666.The orthometric height was scaled from a topographic map.
 AB1666
 AB1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1666
 AB1666.The geoid height was determined by GEOID03.
 AB1666
 AB1666;                    North         East     Units Scale Factor Converg.
 AB1666;SPC TX S     - 5,129,593.727   392,711.795   MT  0.99989906   +0 25 24.6
 AB1666;SPC TX S     -16,829,342.09  1,288,421.95   sFT  0.99989906   +0 25 24.6
 AB1666;UTM  14      - 2,968,773.566   642,374.307   MT  0.99985025   +0 38 48.7
 AB1666
 AB1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1666!SPC TX S     -   1.00000251  x   0.99989906  =   0.99990157
 AB1666!UTM  14      -   1.00000251  x   0.99985025  =   0.99985276
 AB1666
 AB1666|---------------------------------------------------------------------|
 AB1666| PID    Reference Object                     Distance      Geod. Az  |
 AB1666|                                                           dddmmss.s |
 AB1666| AB1668 ENCINO LA CRUZ ARTESIAN TANK         46.634 METERS 11605     |
 AB1666| CV3155 ENCINO RM 1                          16.109 METERS 16205     |
 AB1666| CV3156 ENCINO RM 2                          20.237 METERS 27926     |
 AB1666| CV3154 ENCINO AZ MK                                       3355647.5 |
 AB1666|---------------------------------------------------------------------|
 AB1666
 AB1666                          SUPERSEDED SURVEY CONTROL
 AB1666
 AB1666  NAD 83(1986)-  26 49 59.82916(N)    097 34 01.85895(W) AD(       ) 2
 AB1666  NAD 27      -  26 49 58.62600(N)    097 34 00.90400(W) AD(       ) 2
 AB1666
 AB1666.Superseded values are not recommended for survey control.
 AB1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1666.See file dsdata.txt to determine how the superseded data were derived.
 AB1666
 AB1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4237468774(NAD 83)
 AB1666_MARKER: DS = TRIANGULATION STATION DISK
 AB1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1666
 AB1666  HISTORY     - Date     Condition        Report By
 AB1666  HISTORY     - 1949     MONUMENTED       CGS
 AB1666  HISTORY     - 1950     GOOD             CGS
 AB1666
 AB1666                          STATION DESCRIPTION
 AB1666
 AB1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1666'THE STATION IS LOCATED ABOUT 13 MILES EAST-NORTHEAST OF NORIAS,
 AB1666'ABOUT 9 MILES NORTHEAST OF THE NORIAS RANCH HEADQUARTERS, ABOUT
 AB1666'4 MILES SOUTH-SOUTHEAST OF THE OLD LOS TAJOS RANCH, ABOUT 1-1/2
 AB1666'MILES NORTH OF BOUNDARY LINE BETWEEN THE KENEDY RANCH AND THE
 AB1666'NORIAS SECTION OF THE KING RANCH, 153.0 FEET WEST-NORTHWEST OF
 AB1666'THE CENTER OF THE ENCINO LA CRUZ ARTESIAN WELL, 25 FEET WEST
 AB1666'OF A TRIANGULAR BLAZED TREE, AND IS ON THE HIGHEST POINT OF A
 AB1666'LOW SAND KNOLL.  IT IS STAMPED ENCINO 1949 AND PROJECTS 3
 AB1666'INCHES.
 AB1666'
 AB1666'REFERENCE MARK NO. 1 IS 3 FEET LOWER THAN THE STATION.  IT IS
 AB1666'STAMPED ENCINO NO 1 1949 AND PROJECTS 4 INCHES.
 AB1666'
 AB1666'REFERENCE MARK NO. 2 IS 5 FEET LOWER THAN THE STATION.  IT IS
 AB1666'STAMPED ENCINO NO 2 1949 AND PROJECTS 4 INCHES.
 AB1666'
 AB1666'THE AZIMUTH MARK IS IN AN OPEN PASTURE, 42 FEET NORTHEAST OF THE
 AB1666'CENTER OF A TRACK ROAD, AND 1 FOOT SOUTHWEST OF A WITNESS POST.
 AB1666'IT IS STAMPED ENCINO 1949 AND PROJECTS 4 INCHES.
 AB1666'
 AB1666'THE CENTER OF THE CONCRETE TANK, ARTESIAN WELL, (26 FEET IN
 AB1666'DIAMETER) WAS OBSERVED FOR DIRECTION AS IT SHOULD MAKE AN
 AB1666'EXCELLENT SUBSTITUTE CONTROL STATION.  IT IS EAST-SOUTHEAST FROM
 AB1666'THE STATION AND ABOUT 7 FEET LOWER.
 AB1666'
 AB1666'TO REACH THE STATION FROM THE EAST GATE ALONG U.S. HIGHWAY 77
 AB1666'IN TURCOTTE AND IS OPPOSITE THE GUARDED GATE, (KEYS AT SARITA)
 AB1666'GO THROUGH THE LOCKED GATE AND FOLLOW THE GRADED ROAD SOUTHEAST
 AB1666'FOR 7.6 MILES TO A METAL GATE, PASS THROUGH THE GATE AND
 AB1666'CONTINUE FOR 2.0 MILES TO BM G-638 ON RIGHT, CONTINUE 0.05
 AB1666'MILE TO A TRIANGLE BLAZED TREE AT FORK, LEAVE THE GRADED ROAD
 AB1666'AND TAKE RIGHT FORK (SANDY TRACK ROAD) AND GO 0.85 MILE TO
 AB1666'FORK, TAKE RIGHT FORK ALONG OLD TELEPHONE LINE AND CONTINUE
 AB1666'0.2 MILE TO CROSS TRAILS, KEEP RIGHT (FOLLOWING CLOSE TO THE
 AB1666'OLD TELEPHONE LINE) AND CONTINUE 1.3 MILES TO A FORK, TAKE
 AB1666'LEFT FORK AND GO 0.9 MILE TO A GATE ON THE LEFT, ANGLE
 AB1666'RIGHT ON DIM TRACK ROAD TOWARDS TELEPHONE POLES AND FOLLOW
 AB1666'THE MAIN TRACK ROAD FOR 0.85 MILE TO A GATE THAT IS ABOUT
 AB1666'0.2 MILE TO THE LEFT, CONTINUE ON THE MAIN TRACK ROAD AND
 AB1666'GO 0.8 MILE TO GATE, PASS THROUGH GATE AND CONTINUE ON
 AB1666'EAST SIDE OF FENCE FOR 1.1 MILES TO A FORK, (RIGHT FORK GOES
 AB1666'TO A METAL GATE AND THE OLD LOS TAJOS RANCH) KEEP LEFT AND
 AB1666'GO 0.9 MILE TO A FORK ABOUT 75 FEET BEFORE REACHING A GATE,
 AB1666'TAKE LEFT FORK AND GO 0.05 MILE TO A GATE, PASS THROUGH
 AB1666'GATE AND CONTINUE 0.2 MILE TO A GATE, ABOUT 100 YARDS WEST
 AB1666'OF CATTLE PENS, PASS THROUGH GATE AND CONTINUE
 AB1666'SOUTHEASTERLY ACROSS PASTURE FOR 0.2 MILE TO A BOARD GATE
 AB1666'SOUTH OF THE PENS, PASS THROUGH GATE AND GO EAST FOR ABOUT
 AB1666'100 YARDS TO A DIM TRACK ROAD, TURN RIGHT ON THIS ROAD AND
 AB1666'CONTINUE SOUTH-SOUTHEAST FOR 1.1 MILE TO A FENCE CORNER
 AB1666'THAT IS ABOUT 0.1 MILE TO THE WEST, ON THE RIGHT,
 AB1666'CONTINUE AHEAD ON TRACK ROAD FOR 0.7 MILE TO A LONG
 AB1666'LAGOON, CROSS LAGOON ON DIM TRACKS AND CONTINUE SOUTHEASTERLY
 AB1666'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 AB1666'AHEAD FOR 0.4 MILE TO THE SAND KNOLL AND THE STATION AS
 AB1666'DESCRIBED.
 AB1666'
 AB1666'A 4 FOOT SIGNAL AT MESQUITE 1939 IS VISIBLE AT 37 FEET.
 AB1666'
 AB1666'A 74 FOOT SIGNAL AT TOPO ECC 1939 IS VISIBLE AT 20 FEET.
 AB1666'
 AB1666'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB1666
 AB1666                          STATION RECOVERY (1950)
 AB1666
 AB1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1666'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN
 AB1666'GOOD CONDITION.  THE 1949 DESCRIPTION BY R.L. ENGDAHL IS
 AB1666'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1415 ***********************************************************************
 AE1415  DESIGNATION -  ENCINO
 AE1415  PID         -  AE1415
 AE1415  STATE/COUNTY-  TX/BROOKS
 AE1415  USGS QUAD   -  ENCINO (1982)
 AE1415
 AE1415                         *CURRENT SURVEY CONTROL
 AE1415  ___________________________________________________________________
 AE1415* NAD 83(1993)-  26 58 57.78130(N)    098 08 10.96507(W)     ADJUSTED  
 AE1415* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 AE1415  ___________________________________________________________________
 AE1415  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AE1415  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AE1415
 AE1415  HORZ ORDER  -  FIRST
 AE1415
 AE1415.The horizontal coordinates were established by classical geodetic methods
 AE1415.and adjusted by the National Geodetic Survey in February 1996..
 AE1415
 AE1415.The orthometric height was scaled from a topographic map.
 AE1415
 AE1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1415
 AE1415.The geoid height was determined by GEOID03.
 AE1415
 AE1415;                    North         East     Units Scale Factor Converg.
 AE1415;SPC TX S     - 5,145,859.103   336,092.814   MT  0.99989485   +0 09 54.3
 AE1415;SPC TX S     -16,882,706.07  1,102,664.51   sFT  0.99989485   +0 09 54.3
 AE1415;UTM  14      - 2,984,814.058   585,699.320   MT  0.99969066   +0 23 30.7
 AE1415
 AE1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1415!SPC TX S     -   0.99999736  x   0.99989485  =   0.99989221
 AE1415!UTM  14      -   0.99999736  x   0.99969066  =   0.99968802
 AE1415
 AE1415|---------------------------------------------------------------------|
 AE1415| PID    Reference Object                     Distance      Geod. Az  |
 AE1415|                                                           dddmmss.s |
 AE1415| CV3158 ENCINO RM 1                          26.093 METERS 00628     |
 AE1415| CV3157 ENCINO AZ MK                                       2805456.6 |
 AE1415| CV3159 ENCINO RM 2                          19.593 METERS 29328     |
 AE1415|---------------------------------------------------------------------|
 AE1415
 AE1415                          SUPERSEDED SURVEY CONTROL
 AE1415
 AE1415  NAD 83(1986)-  26 58 57.79077(N)    098 08 10.93598(W) AD(       ) 1
 AE1415  NAD 27      -  26 58 56.60980(N)    098 08 09.92080(W) AD(       ) 1
 AE1415
 AE1415.Superseded values are not recommended for survey control.
 AE1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1415.See file dsdata.txt to determine how the superseded data were derived.
 AE1415
 AE1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8569984814(NAD 83)
 AE1415_MARKER: DS = TRIANGULATION STATION DISK
 AE1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1415
 AE1415  HISTORY     - Date     Condition        Report By
 AE1415  HISTORY     - 1961     MONUMENTED       CGS
 AE1415
 AE1415                          STATION DESCRIPTION
 AE1415
 AE1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1415'THE STATION IS APPROXIMATELY 16-1/2 MILES SOUTH OF FALFURRIAS,
 AE1415'3 MILES NORTH OF ENCINO, ON A LOW SANDY HILL ON THE WEST
 AE1415'SIDE OF U.S. HIGHWAY 281 AND ON PROPERTY OWNED BY MR. EDWARD
 AE1415'RACHAL WHO LIVES IN FALFURRIAS.
 AE1415'
 AE1415'TO REACH THE STATION FROM THE POST OFFICE IN ENCINO, GO NORTH
 AE1415'ON U.S. HIGHWAY 281 FOR 2.9 MILES TO A RANCH ROAD LEFT AND
 AE1415'AN ALUMINUM GATE WHICH IS LOCKED.  TURN LEFT, WEST, THROUGH
 AE1415'THE GATE FOR 0.05 MILE.  TURN RIGHT, NORTH, UP THE SANDY
 AE1415'SLOPE FOR 0.05 MILE TO THE STATION.
 AE1415'
 AE1415'THE STATION MARKS ARE STANDARD DISKS STAMPED ENCINO 1960.
 AE1415'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 AE1415'THE SURFACE OF THE GROUND.  IT IS 189 FEET WEST OF THE CENTER
 AE1415'LINE OF HIGHWAY 281, 165 FEET NORTH OF THE CENTER OF THE
 AE1415'RANCH ROAD, 133 FEET WEST OF A FENCE, 82 FEET EAST OF A
 AE1415'TRIANGULAR BLAZED OAK TREE AND 13.5 FEET SOUTH OF A METAL
 AE1415'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AE1415'MASS OF CONCRETE 35 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1415'
 AE1415'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ENCINO NO 1
 AE1415'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 AE1415'INCHES.  IT IS 72 FEET NORTH OF A METAL WITNESS POST.
 AE1415'
 AE1415'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ENCINO NO 2
 AE1415'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 AE1415'INCHES.  IT IS 135 FEET NORTH OF THE CENTER OF THE RANCH
 AE1415'ROAD AND 30 FEET NORTHEAST OF THE TRIANGULAR BLAZED OAK TREE.
 AE1415'
 AE1415'AZIMUTH MARK, A STANDARD DISK STAMPED ENCINO 1960, IS SET
 AE1415'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 AE1415'77 FEET NORTH OF THE CENTER OF THE RANCH ROAD, 21 FEET SOUTHEAST
 AE1415'OF A SMALL TRIANGULAR BLAZED OAK TREE AND 2 FEET SOUTH OF A
 AE1415'METAL WITNESS POST.
 AE1415'
 AE1415'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.05
 AE1415'MILE TO THE RANCH ROAD.  TURN RIGHT, WEST, AND GO 0.25 MILE
 AE1415'TO THE AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 AE1415'
 AE1415'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1415'
 AE1415'NOTE--APPROXIMATELY TWO HOURS CLEARING REQUIRED TO SEE THE
 AE1415'AZIMUTH MARK FROM THE GROUND.
 AE1415'
 AE1415'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1414 ***********************************************************************
 AE1414  DESIGNATION -  ENCINO HUMBLE OIL CO WTR TANK
 AE1414  PID         -  AE1414
 AE1414  STATE/COUNTY-  TX/BROOKS
 AE1414  USGS QUAD   -  ENCINO (1982)
 AE1414
 AE1414                         *CURRENT SURVEY CONTROL
 AE1414  ___________________________________________________________________
 AE1414* NAD 83(1993)-  26 57 28.10563(N)    098 08 18.30782(W)     ADJUSTED  
 AE1414* NAVD 88     -                                                        
 AE1414  ___________________________________________________________________
 AE1414  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AE1414  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AE1414
 AE1414  HORZ ORDER  -  THIRD
 AE1414
 AE1414.The horizontal coordinates were established by classical geodetic methods
 AE1414.and adjusted by the National Geodetic Survey in February 1996..
 AE1414
 AE1414
 AE1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1414
 AE1414.The geoid height was determined by GEOID03.
 AE1414
 AE1414;                    North         East     Units Scale Factor Converg.
 AE1414;SPC TX S     - 5,143,098.729   335,898.267   MT  0.99989508   +0 09 51.0
 AE1414;SPC TX S     -16,873,649.75  1,102,026.23   sFT  0.99989508   +0 09 51.0
 AE1414;UTM  14      - 2,982,053.501   585,515.729   MT  0.99969028   +0 23 26.2
 AE1414
 AE1414                          SUPERSEDED SURVEY CONTROL
 AE1414
 AE1414  NAD 83(1986)-  26 57 28.11492(N)    098 08 18.27835(W) AD(       ) 4
 AE1414  NAD 27      -  26 57 26.93200(N)    098 08 17.26300(W) AD(       ) 3
 AE1414
 AE1414.Superseded values are not recommended for survey control.
 AE1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1414.See file dsdata.txt to determine how the superseded data were derived.
 AE1414
 AE1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8551682054(NAD 83)
 AE1414_MARKER: 53 = ELEVATED TANK
 AE1414
 AE1414  HISTORY     - Date     Condition        Report By
 AE1414  HISTORY     - 1960     FIRST OBSERVED   CGS
 AE1414
 AE1414                          STATION DESCRIPTION
 AE1414
 AE1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AE1414'THE STATION IS THE TOP-CENTER OF THE SMALL METAL WATER TANK
 AE1414'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE, APPROXIMATELY 80
 AE1414'FEET HIGH OVERALL, AND ON THE WESTERN SIDE OF THE SCOTT AND
 AE1414'HOPPER CAMP OF THE HUMBLE OIL COMPANY.  IT IS 1.2 MILES NORTH
 AE1414'OF ENCINO, 320 YARDS WEST OF U.S. HIGHWAY 281, 108 FEET EAST
 AE1414'OF THE CENTER OF THE GRAVEL STREET ALONG THE WEST SIDE OF THE
 AE1414'CAMP, 76 FEET SOUTH OF THE CENTER OF THE PAVED STREET WHICH
 AE1414'GOES TO THE HIGHWAY AND 130 FEET SOUTHEAST OF THE INTERSECTION
 AE1414'OF THESE TWO STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1416 ***********************************************************************
 AE1416  DESIGNATION -  ENCINO HUMBLE OIL CO RAD MAST
 AE1416  PID         -  AE1416
 AE1416  STATE/COUNTY-  TX/BROOKS
 AE1416  USGS QUAD   -  ENCINO (1982)
 AE1416
 AE1416                         *CURRENT SURVEY CONTROL
 AE1416  ___________________________________________________________________
 AE1416* NAD 83(1993)-  26 57 30.28044(N)    098 08 10.40390(W)     ADJUSTED  
 AE1416* NAVD 88     -                                                        
 AE1416  ___________________________________________________________________
 AE1416  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AE1416  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AE1416
 AE1416  HORZ ORDER  -  THIRD
 AE1416
 AE1416.The horizontal coordinates were established by classical geodetic methods
 AE1416.and adjusted by the National Geodetic Survey in February 1996..
 AE1416
 AE1416
 AE1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1416
 AE1416.The geoid height was determined by GEOID03.
 AE1416
 AE1416;                    North         East     Units Scale Factor Converg.
 AE1416;SPC TX S     - 5,143,166.285   336,116.049   MT  0.99989507   +0 09 54.6
 AE1416;SPC TX S     -16,873,871.39  1,102,740.74   sFT  0.99989507   +0 09 54.6
 AE1416;UTM  14      - 2,982,121.904   585,733.198   MT  0.99969074   +0 23 29.8
 AE1416
 AE1416                          SUPERSEDED SURVEY CONTROL
 AE1416
 AE1416  NAD 83(1986)-  26 57 30.28972(N)    098 08 10.37441(W) AD(       ) 4
 AE1416  NAD 27      -  26 57 29.10700(N)    098 08 09.35800(W) AD(       ) 3
 AE1416
 AE1416.Superseded values are not recommended for survey control.
 AE1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1416.See file dsdata.txt to determine how the superseded data were derived.
 AE1416
 AE1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8573382122(NAD 83)
 AE1416_MARKER: 42 = RADIO/TV MAST
 AE1416
 AE1416  HISTORY     - Date     Condition        Report By
 AE1416  HISTORY     - 1960     FIRST OBSERVED   CGS
 AE1416
 AE1416                          STATION DESCRIPTION
 AE1416
 AE1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AE1416'STATION IS THE TOP-CENTER OF THE 110-FOOT HIGH, RED AND WHITE
 AE1416'RADIO MAST IN THE NORTHEASTERN CORNER OF THE SCOTT AND HOPPER
 AE1416'CAMP OF THE HUMBLE OIL COMPANY.  IT IS 1.2 MILES NORTH OF ENCINO,
 AE1416'260 FEET WEST OF U.S. HIGHWAY 281, AND IN A GRASSY AREA
 AE1416'SURROUNDED BY PAVED STREETS.  IT IS 140 FEET NORTH OF THE PAVED
 AE1416'STREET LEADING INTO THE CAMP FROM THE HIGHWAY, 100 FEET EAST OF
 AE1416'THE PAVED STREET ON THE WEST, 78 FEET SOUTH OF THE PAVED STREET
 AE1416'ON THE NORTH AND 75 FEET WEST OF THE PAVED STREET ON THE EAST.
 AE1416'THE MAST IS SET IN A 3-FOOT SQUARE CONCRETE BASE WHICH
 AE1416'PROJECTS ABOUT 20 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1668 ***********************************************************************
 AB1668  DESIGNATION -  ENCINO LA CRUZ ARTESIAN TANK
 AB1668  PID         -  AB1668
 AB1668  STATE/COUNTY-  TX/KENEDY
 AB1668  USGS QUAD   -  LOS AMIGOS WINDMILL (1975)
 AB1668
 AB1668                         *CURRENT SURVEY CONTROL
 AB1668  ___________________________________________________________________
 AB1668* NAD 83(1993)-  26 49 59.14812(N)    097 34 00.37078(W)     ADJUSTED  
 AB1668* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AB1668  ___________________________________________________________________
 AB1668  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AB1668  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AB1668
 AB1668  HORZ ORDER  -  THIRD
 AB1668
 AB1668.The horizontal coordinates were established by classical geodetic methods
 AB1668.and adjusted by the National Geodetic Survey in February 1996..
 AB1668
 AB1668.The orthometric height was scaled from a topographic map.
 AB1668
 AB1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1668
 AB1668.The geoid height was determined by GEOID03.
 AB1668
 AB1668;                    North         East     Units Scale Factor Converg.
 AB1668;SPC TX S     - 5,129,573.532   392,753.825   MT  0.99989907   +0 25 25.3
 AB1668;SPC TX S     -16,829,275.83  1,288,559.84   sFT  0.99989907   +0 25 25.3
 AB1668;UTM  14      - 2,968,753.537   642,416.413   MT  0.99985039   +0 38 49.4
 AB1668
 AB1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1668!SPC TX S     -   1.00000251  x   0.99989907  =   0.99990158
 AB1668!UTM  14      -   1.00000251  x   0.99985039  =   0.99985290
 AB1668
 AB1668                          SUPERSEDED SURVEY CONTROL
 AB1668
 AB1668  NAD 83(1986)-  26 49 59.16289(N)    097 34 00.34206(W) AD(       ) 4
 AB1668  NAD 27      -  26 49 57.96000(N)    097 33 59.38700(W) AD(       ) 3
 AB1668
 AB1668.Superseded values are not recommended for survey control.
 AB1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1668.See file dsdata.txt to determine how the superseded data were derived.
 AB1668
 AB1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4241668754(NAD 83)
 AB1668_MARKER: 51 = TANK
 AB1668
 AB1668  HISTORY     - Date     Condition        Report By
 AB1668  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1668
 AB1668                          STATION DESCRIPTION
 AB1668
 AB1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 AB1668'STATION ENCINO IS LOCATED ABOUT 13 MILES EAST-NORTHEAST OF NORIAS,
 AB1668'ABOUT 9 MILES NORTHEAST OF THE NORIAS RANCH HEADQUARTERS, ABOUT
 AB1668'4 MILES SOUTH-SOUTHEAST OF THE OLD LOS TAJOS RANCH, ABOUT 1-1/2
 AB1668'MILES NORTH OF BOUNDARY LINE BETWEEN THE KENEDY RANCH AND THE
 AB1668'NORIAS SECTION OF THE KING RANCH, 153.0 FEET WEST-NORTHWEST OF
 AB1668'
 AB1668'THE CENTER OF THE CONCRETE TANK, ARTESIAN WELL, (26 FEET IN
 AB1668'DIAMETER) WAS OBSERVED FOR DIRECTION AS IT SHOULD MAKE AN
 AB1668'EXCELLENT SUBSTITUTE CONTROL STATION.  IT IS EAST-SOUTHEAST FROM
 AB1668'STATION ENCINO AND ABOUT 7 FEET LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1417 ***********************************************************************
 AE1417  DESIGNATION -  ENCINO SW BELL TEL MICROWAVE
 AE1417  PID         -  AE1417
 AE1417  STATE/COUNTY-  TX/BROOKS
 AE1417  USGS QUAD   -  ENCINO (1982)
 AE1417
 AE1417                         *CURRENT SURVEY CONTROL
 AE1417  ___________________________________________________________________
 AE1417* NAD 83(1993)-  26 55 13.69855(N)    098 08 00.64600(W)     ADJUSTED  
 AE1417* NAVD 88     -                                                        
 AE1417  ___________________________________________________________________
 AE1417  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AE1417  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AE1417
 AE1417  HORZ ORDER  -  THIRD
 AE1417
 AE1417.The horizontal coordinates were established by classical geodetic methods
 AE1417.and adjusted by the National Geodetic Survey in February 1996..
 AE1417
 AE1417
 AE1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1417
 AE1417.The geoid height was determined by GEOID03.
 AE1417
 AE1417;                    North         East     Units Scale Factor Converg.
 AE1417;SPC TX S     - 5,138,963.737   336,397.358   MT  0.99989578   +0 09 59.0
 AE1417;SPC TX S     -16,860,083.53  1,103,663.67   sFT  0.99989578   +0 09 59.0
 AE1417;UTM  14      - 2,977,921.357   586,031.036   MT  0.99969137   +0 23 32.4
 AE1417
 AE1417                          SUPERSEDED SURVEY CONTROL
 AE1417
 AE1417  NAD 83(1986)-  26 55 13.70765(N)    098 08 00.61597(W) AD(       ) 4
 AE1417  NAD 27      -  26 55 12.52100(N)    098 07 59.59900(W) AD(       ) 3
 AE1417
 AE1417.Superseded values are not recommended for survey control.
 AE1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1417.See file dsdata.txt to determine how the superseded data were derived.
 AE1417
 AE1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8603177921(NAD 83)
 AE1417_MARKER: 45 = MICROWAVE TOWER
 AE1417
 AE1417  HISTORY     - Date     Condition        Report By
 AE1417  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1417
 AE1417                          STATION DESCRIPTION
 AE1417
 AE1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1417'THE STATION IS THE CENTER OF THE TOP OF THE EAST LEG OF THE
 AE1417'TWIN-MAST MICROWAVE RELAY TOWER WHICH IS 1.4 MILES SOUTH OF
 AE1417'ENCINO AND 506 FEET EAST OF THE CENTER OF U.S. HIGHWAY 281.
 AE1417'THE STRUCTURE IS APPROXIMATELY 200 FEET HIGH WITH A RED LIGHT
 AE1417'ATOP THE EAST LEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2067 ***********************************************************************
 AN2067  DESIGNATION -  END
 AN2067  PID         -  AN2067
 AN2067  STATE/COUNTY-  TX/VICTORIA
 AN2067  USGS QUAD   -  MC FADDIN (1987)
 AN2067
 AN2067                         *CURRENT SURVEY CONTROL
 AN2067  ___________________________________________________________________
 AN2067* NAD 83(1993)-  28 35 31.91895(N)    097 02 38.15589(W)     ADJUSTED  
 AN2067* NAVD 88     -        25.     (meters)      82.     (feet)  SCALED    
 AN2067  ___________________________________________________________________
 AN2067  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AN2067  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN2067
 AN2067  HORZ ORDER  -  FIRST
 AN2067
 AN2067.The horizontal coordinates were established by classical geodetic methods
 AN2067.and adjusted by the National Geodetic Survey in February 1996..
 AN2067
 AN2067.The orthometric height was scaled from a topographic map.
 AN2067
 AN2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2067
 AN2067.The geoid height was determined by GEOID03.
 AN2067
 AN2067;                    North         East     Units Scale Factor Converg.
 AN2067;SPC TXSC     - 4,085,704.874   791,321.243   MT  0.99994660   +0 57 29.9
 AN2067;SPC TXSC     -13,404,516.74  2,596,193.11   sFT  0.99994660   +0 57 29.9
 AN2067;UTM  14      - 3,164,369.232   691,284.128   MT  1.00005158   +0 56 11.1
 AN2067
 AN2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2067!SPC TXSC     -   1.00000039  x   0.99994660  =   0.99994699
 AN2067!UTM  14      -   1.00000039  x   1.00005158  =   1.00005197
 AN2067
 AN2067|---------------------------------------------------------------------|
 AN2067| PID    Reference Object                     Distance      Geod. Az  |
 AN2067|                                                           dddmmss.s |
 AN2067| CV3935 END RM 1                             25.971 METERS 00001     |
 AN2067| CV3934 END AZ MK                                          0022900.5 |
 AN2067| AN2060 VICTORIA WEST MUNICIPAL TANK        APPROX.23.8 KM 0072110.4 |
 AN2067| AN2059 VICTORIA CENTRAL P L CO STK         APPROX.22.1 KM 0082841.4 |
 AN2067| AN2369 VICTORIA EAST MUNICIPAL TANK        APPROX.23.9 KM 0121332.0 |
 AN2067| CV3936 END RM 2                             30.791 METERS 09522     |
 AN2067|---------------------------------------------------------------------|
 AN2067
 AN2067                          SUPERSEDED SURVEY CONTROL
 AN2067
 AN2067  NAD 83(1986)-  28 35 31.92768(N)    097 02 38.13951(W) AD(       ) 1
 AN2067  NAD 27      -  28 35 30.93400(N)    097 02 37.17600(W) AD(       ) 1
 AN2067
 AN2067.Superseded values are not recommended for survey control.
 AN2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2067.See file dsdata.txt to determine how the superseded data were derived.
 AN2067
 AN2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9128464369(NAD 83)
 AN2067_MARKER: DS = TRIANGULATION STATION DISK
 AN2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2067
 AN2067  HISTORY     - Date     Condition        Report By
 AN2067  HISTORY     - 1943     MONUMENTED       CGS
 AN2067  HISTORY     - 1952     GOOD             CGS
 AN2067  HISTORY     - 20060815 MARK NOT FOUND   USPSQD
 AN2067
 AN2067                          STATION DESCRIPTION
 AN2067
 AN2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN2067'THE STATION IS LOCATED ABOUT 15.0 MILES S OF VICTORIA, AND
 AN2067'3.0 MILES NW OF MC FADDIN.  IT IS 50 FEET W OF THE CENTER
 AN2067'OF U.S. HIGHWAY 77, AND 1 FOOT W OF THE N-S FENCE LINE.  THE
 AN2067'DISK IS STAMPED END 1943, AND PROJECTS 5 INCHES.
 AN2067'
 AN2067'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AN2067'DISKS SET IN CONCRETE.
 AN2067'
 AN2067'REFERENCE MARK NO. 1 IS N OF THE STATION, 50 FEET W OF THE CENTER
 AN2067'OF U.S. HIGHWAY 77, AND 1 FOOT W OF THE N-S FENCE LINE.  THE
 AN2067'DISK IS STAMPED END NO. 1 1943 AND PROJECTS 4 INCHES.
 AN2067'
 AN2067'REFERENCE MARK NO. 2 IS E OF THE STATION, 50 FEET E OF THE
 AN2067'CENTER OF U.S. HIGHWAY 77, AND SET IN THE N-S FENCE LINE.  THE
 AN2067'DISK IS STAMPED END NO. 2 1943, AND PROJECTS 2 INCHES.
 AN2067'
 AN2067'THE AZIMUTH MARK IS ABOUT 0.5 MILE N OF THE STATION, 50 FEET
 AN2067'E OF THE CENTER OF U.S. HIGHWAY 77, 20 FEET N OF THE FENCE
 AN2067'CORNER, AND 1 FOOT S OF A TELEPHONE POLE.  THE DISK IS STAMPED
 AN2067'END 1943, AND PROJECTS 5 INCHES.  TO REACH THE AZIMUTH MARK FROM
 AN2067'THE STATION, GO N ON U.S. HIGHWAY 77 FOR 0.5 MILE TO THE MARK
 AN2067'ON THE RIGHT.
 AN2067'
 AN2067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59
 AN2067'AND 77 IN THE W SIDE OF VICTORIA, GO S ON 77 FOR 13.10 MILES
 AN2067'TO THE STATION ON THE RIGHT.
 AN2067'
 AN2067'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AN2067'
 AN2067'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AN2067
 AN2067                          STATION RECOVERY (1952)
 AN2067
 AN2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2067'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 AN2067'FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS CORRECT.
 AN2067'A WITNESS POST, SET BY THIS PARTY, IS 2 FEET SOUTH OF THE
 AN2067'STATION.  A WITNESS POST, SET BY THIS PARTY, IS 1 FOOT NORTH
 AN2067'OF THE AZIMUTH MARK.  A DISCREPENCY IN THE DIRECTION TO THE
 AN2067'AZIMUTH MARK WAS FOUND.  THE DIRECTION SHOWN IN THE BOX SCORE
 AN2067'WAS FOUND TO BE CORRECT.
 AN2067
 AN2067                          STATION RECOVERY (2006)
 AN2067
 AN2067'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AN2067'THIS IS NOW A FOUR LANE HIGHWAY DIVIDED BY A GRASS MEDIAN.  MARKER
 AN2067'PROBABLY DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1732 ***********************************************************************
 FL1732  DESIGNATION -  END
 FL1732  PID         -  FL1732
 FL1732  STATE/COUNTY-  TX/ARMSTRONG
 FL1732  USGS QUAD   -  CONWAY (1983)
 FL1732
 FL1732                         *CURRENT SURVEY CONTROL
 FL1732  ___________________________________________________________________
 FL1732* NAD 83(1993)-  35 08 54.15108(N)    101 25 01.38756(W)     ADJUSTED  
 FL1732* NAVD 88     -      1050.     (meters)    3445.     (feet)  SCALED    
 FL1732  ___________________________________________________________________
 FL1732  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FL1732  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL1732
 FL1732  HORZ ORDER  -  THIRD
 FL1732
 FL1732.The horizontal coordinates were established by classical geodetic methods
 FL1732.and adjusted by the National Geodetic Survey in February 1996..
 FL1732
 FL1732.The orthometric height was scaled from a topographic map.
 FL1732
 FL1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1732
 FL1732.The geoid height was determined by GEOID03.
 FL1732
 FL1732;                    North         East     Units Scale Factor Converg.
 FL1732;SPC TX N     - 1,127,400.122   207,557.877   MT  0.99992188   +0 02 53.1
 FL1732;SPC TX N     - 3,698,811.90    680,962.80   sFT  0.99992188   +0 02 53.1
 FL1732;UTM  14      - 3,892,172.147   279,816.672   MT  1.00019752   -1 23 31.4
 FL1732
 FL1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1732!SPC TX N     -   0.99983928  x   0.99992188  =   0.99976118
 FL1732!UTM  14      -   0.99983928  x   1.00019752  =   1.00003677
 FL1732
 FL1732:                Primary Azimuth Mark                     Grid Az
 FL1732:SPC TX N     -  END AZ MK                                088 55 23.0
 FL1732:UTM  14      -  END AZ MK                                090 21 47.5
 FL1732
 FL1732|---------------------------------------------------------------------|
 FL1732| PID    Reference Object                     Distance      Geod. Az  |
 FL1732|                                                           dddmmss.s |
 FL1732| CJ6293 END AZ MK                                          0885816.1 |
 FL1732| CJ6294 END RM 1                             12.460 METERS 09013     |
 FL1732| FL1728 CLAUDE MUNICIPAL TANK               APPROX. 6.7 KM 1263306.8 |
 FL1732| FL1727 CLAUDE GRAIN ELEVATOR               APPROX. 6.5 KM 1275433.0 |
 FL1732| CJ6295 END RM 2                             13.055 METERS 19856     |
 FL1732|---------------------------------------------------------------------|
 FL1732
 FL1732                          SUPERSEDED SURVEY CONTROL
 FL1732
 FL1732  NAD 83(1993)-  35 08 54.15558(N)    101 25 01.38427(W) AD(       ) 3
 FL1732  NAD 83(1986)-  35 08 54.15772(N)    101 25 01.37894(W) AD(       ) 3
 FL1732  NAD 27      -  35 08 53.97400(N)    101 24 59.77600(W) AD(       ) 3
 FL1732
 FL1732.Superseded values are not recommended for survey control.
 FL1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1732.See file dsdata.txt to determine how the superseded data were derived.
 FL1732
 FL1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD7981792172(NAD 83)
 FL1732_MARKER: DS = TRIANGULATION STATION DISK
 FL1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1732
 FL1732  HISTORY     - Date     Condition        Report By
 FL1732  HISTORY     - 1951     MONUMENTED       CGS
 FL1732  HISTORY     - 1962     GOOD             CGS
 FL1732  HISTORY     - 1963     GOOD             CGS
 FL1732
 FL1732                          STATION DESCRIPTION
 FL1732
 FL1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1732'THE STATION IS LOCATED AT THE WEST END OF AN EAST-WEST GRADED
 FL1732'DIRT ROAD, ABOUT 4 MILES AIRLINE SOUTH-SOUTHWEST OF CONWAY,
 FL1732'ABOUT 3-1/2 MILES AIRLINE NORTHWEST OF CLAUDE, AND ABOUT 8
 FL1732'MILES AIRLINE EAST-SOUTHEAST OF WASHBURN.
 FL1732'
 FL1732'TO REACH THE STATION FROM THE POST OFFICE IN CLAUDE, GO WEST
 FL1732'ON U.S. HIGHWAY 287 FOR 0.3 MILE TO A CROSS ROAD.  TURN RIGHT
 FL1732'ONTO STATE HIGHWAY 117 AND GO 2.5 MILES TO A CROSS ROAD.  TURN
 FL1732'LEFT AND GO 2.3 MILES TO A TELEPHONE POLE WITH A TRIANGLE
 FL1732'BLAZE AND THE AZIMUTH MARK ON THE RIGHT.  KEEP STRAIGHT AHEAD AND
 FL1732'GO 0.6 MILE TO THE END OF THE ROAD, A WHITE WITNESS POST, AND
 FL1732'THE STATION ON THE LEFT.
 FL1732'
 FL1732'THE STATION MARK IS A STANDARD DISK STAMPED END 1951 SET IN
 FL1732'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT
 FL1732'4 INCHES ABOVE THE GROUND.  IT IS ABOUT 28 FEET SOUTH OF THE
 FL1732'CENTERLINE OF AN EAST-WEST GRADED DIRT ROAD, 6.6 FEET WEST OF
 FL1732'A WHITE WITNESS POST, AND ABOUT 7 FEET WEST OF A FENCE CORNER.
 FL1732'
 FL1732'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED END NO 1 1951
 FL1732'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1732'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET NORTH OF
 FL1732'A FENCE LINE AND ABOUT 28 FEET SOUTH OF THE CENTERLINE OF THE
 FL1732'ROAD.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 FL1732'
 FL1732'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED END NO 2 1951
 FL1732'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1732'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT NORTHWEST
 FL1732'OF A FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FL1732'
 FL1732'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF THE ROAD
 FL1732'LEADING TO THE STATION, AND IS A STANDARD DISK STAMPED END 1951
 FL1732'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1732'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT SOUTH OF
 FL1732'A FENCE LINE, ABOUT 30 FEET NORTH OF THE CENTERLINE OF THE
 FL1732'ROAD, AND ABOUT 4 FEET SOUTH OF A TELEPHONE POLE WITH A TRIANGLE
 FL1732'BLAZE.
 FL1732
 FL1732                          STATION RECOVERY (1962)
 FL1732
 FL1732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 FL1732'STATION RECOVERED ALL MARKS FOUND AS DESCRIBED IN GOOD CONDITION.
 FL1732'ROADS HAVE BEEN IMPROVED AND THE E-W SECTION LINE ROAD THAT
 FL1732'ENDED AT THE STATION, NOW ENTENDS ON W.  STATION IS ABOUT 100
 FL1732'FEET ENE OF OLD VACANT FARM HOUSE, 2 FEET N OF THE S RWY-OF-WAY
 FL1732'FENCE AND 7 FEET WNW OF A FENCE INTERSECTION.  AZIMUTH MARK IS
 FL1732'ON A 3-FOOT EMBANKMENT ALONG EDGE OF NEW ROAD GRADE.
 FL1732
 FL1732                          STATION RECOVERY (1963)
 FL1732
 FL1732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FAK)
 FL1732'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE OLD TO REACH IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6156 ***********************************************************************
 AW6156  DESIGNATION -  END 1930
 AW6156  PID         -  AW6156
 AW6156  STATE/COUNTY-  TX/HARRIS
 AW6156  USGS QUAD   -  MORGANS POINT (1993)
 AW6156
 AW6156                         *CURRENT SURVEY CONTROL
 AW6156  ___________________________________________________________________
 AW6156* NAD 83(1993)-  29 41 00.08904(N)    094 58 48.52473(W)     ADJUSTED  
 AW6156* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6156  ___________________________________________________________________
 AW6156  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AW6156  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6156
 AW6156  HORZ ORDER  -  THIRD
 AW6156
 AW6156.The horizontal coordinates were established by classical geodetic methods
 AW6156.and adjusted by the National Geodetic Survey in February 1996..
 AW6156
 AW6156.The orthometric height was scaled from a topographic map.
 AW6156
 AW6156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6156
 AW6156.The geoid height was determined by GEOID03.
 AW6156
 AW6156;                    North         East     Units Scale Factor Converg.
 AW6156;SPC TXSC     - 4,211,718.131   988,963.534   MT  0.99988167   +1 58 09.8
 AW6156;SPC TXSC     -13,817,945.23  3,244,624.53   sFT  0.99988167   +1 58 09.8
 AW6156;UTM  15      - 3,285,339.703   308,396.570   MT  1.00005299   -0 58 51.2
 AW6156
 AW6156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6156!SPC TXSC     -   1.00000427  x   0.99988167  =   0.99988594
 AW6156!UTM  15      -   1.00000427  x   1.00005299  =   1.00005726
 AW6156
 AW6156                          SUPERSEDED SURVEY CONTROL
 AW6156
 AW6156  NAD 83(1986)-  29 41 00.10542(N)    094 58 48.50571(W) AD(       ) 3
 AW6156  NAD 27      -  29 40 59.28283(N)    094 58 47.76652(W) AD(       ) 3
 AW6156
 AW6156.Superseded values are not recommended for survey control.
 AW6156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6156.See file dsdata.txt to determine how the superseded data were derived.
 AW6156
 AW6156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0839785340(NAD 83)
 AW6156_MARKER: DD = SURVEY DISK
 AW6156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6156+STABILITY: SURFACE MOTION
 AW6156
 AW6156  HISTORY     - Date     Condition        Report By
 AW6156  HISTORY     - 1930     MONUMENTED       USE
 AW6156  HISTORY     - 1934     GOOD             TXGS
 AW6156  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6156
 AW6156                          STATION DESCRIPTION
 AW6156
 AW6156'DESCRIBED BY US ENGINEERS 1930 (HBC)
 AW6156'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 0+00.
 AW6156'STATION IS LOCATED ON NW CORNER OF ATKINSON ISLAND, ABOUT
 AW6156'120 METERS, 48 DEG MAGNETIC BEARING, TO A WINDMILL, AND ABOUT
 AW6156'50 METERS N OF SEVERAL DREDGE DUMPS.  IT IS 16 METERS FROM
 AW6156'THE SHORELINE OF THE SHIP CHANNEL ON THE W.
 AW6156'
 AW6156'STATION IS MARKED BY A STANDARD U.S.E. DISK SET IN A 4- BY
 AW6156'4-INCH CONCRETE POST EXTENDING 4 INCHES ABOVE GROUND.
 AW6156'
 AW6156'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN THE TOPS
 AW6156'OF CONCRETE POSTS.
 AW6156'
 AW6156'REFERENCE MARK 1 IS 17.33 METERS FROM THE STATION N 62 DEG 30 MIN E.
 AW6156'AZIMUTH 62-1/2 DEG.
 AW6156'
 AW6156'REFERENCE MARK 2 IS 21.42 METERS FROM THE STATION N 24 DEG W.
 AW6156'156 DEG.
 AW6156
 AW6156                          STATION RECOVERY (1934)
 AW6156
 AW6156'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6156'DESCRIPTION AND MARKERS SATISFACTORY.
 AW6156
 AW6156                          STATION RECOVERY (1952)
 AW6156
 AW6156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6156'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  A THOROUGH
 AW6156'SEARCH OF THE AREA WAS MADE BUT THE STATION WAS NOT FOUND.
 AW6156'FROM REFERENCE MEASUREMENTS GIVEN IN 1930 DESCRIPTION, ALL
 AW6156'INDICATION IS THAT THE STATION IS UNDER WATER AND PROBABLY
 AW6156'WASHED OUT.
 AW6156'
 AW6156'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1627 ***********************************************************************
 AB1627  DESIGNATION -  ENGLAND
 AB1627  PID         -  AB1627
 AB1627  STATE/COUNTY-  TX/HIDALGO
 AB1627  USGS QUAD   -  PROGRESO (1970)
 AB1627
 AB1627                         *CURRENT SURVEY CONTROL
 AB1627  ___________________________________________________________________
 AB1627* NAD 83(1993)-  26 03 54.10596(N)    097 53 31.49772(W)     ADJUSTED  
 AB1627* NAVD 88     -        22.4    (meters)      73.     (feet)  VERTCON   
 AB1627  ___________________________________________________________________
 AB1627  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 AB1627  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AB1627
 AB1627  HORZ ORDER  -  FIRST
 AB1627
 AB1627.The horizontal coordinates were established by classical geodetic methods
 AB1627.and adjusted by the National Geodetic Survey in February 1996..
 AB1627
 AB1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1627
 AB1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1627
 AB1627.The geoid height was determined by GEOID03.
 AB1627
 AB1627;                    North         East     Units Scale Factor Converg.
 AB1627;SPC TX S     - 5,044,283.542   360,831.159   MT  1.00002715   +0 16 33.6
 AB1627;SPC TX S     -16,549,453.59  1,183,826.89   sFT  1.00002715   +0 16 33.6
 AB1627;UTM  14      - 2,883,356.299   610,820.932   MT  0.99975164   +0 29 12.7
 AB1627
 AB1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1627!SPC TX S     -   1.00000011  x   1.00002715  =   1.00002726
 AB1627!UTM  14      -   1.00000011  x   0.99975164  =   0.99975175
 AB1627
 AB1627:                Primary Azimuth Mark                     Grid Az
 AB1627:SPC TX S     -  LA FERIA TV STA KRGV MAST                035 34 11.5
 AB1627:UTM  14      -  LA FERIA TV STA KRGV MAST                035 21 32.4
 AB1627
 AB1627|---------------------------------------------------------------------|
 AB1627| PID    Reference Object                     Distance      Geod. Az  |
 AB1627|                                                           dddmmss.s |
 AB1627| AB1614 LA FERIA TV STA KRGV MAST           APPROX.13.6 KM 0355045.1 |
 AB1627| AB1615 LA FERIA TV STA KGBT MAST           APPROX.11.7 KM 0365609.2 |
 AB1627| AB1626 RIO RICO CHURCH CROSS               APPROX. 1.0 KM 1604301.9 |
 AB1627| CV3160 ENGLAND RM 2                         21.865 METERS 16649     |
 AB1627| CV3161 ENGLAND RM 3                                       2230832.3 |
 AB1627| AB1628 RP 121                               35.346 METERS 30424     |
 AB1627|---------------------------------------------------------------------|
 AB1627
 AB1627                          SUPERSEDED SURVEY CONTROL
 AB1627
 AB1627  NAD 83(1986)-  26 03 54.11275(N)    097 53 31.46005(W) AD(       ) 1
 AB1627  NAD 27      -  26 03 52.83340(N)    097 53 30.45284(W) AD(       ) 1
 AB1627  NGVD 29 (07/19/86)   22.5    (m)           74.     (f) VERT ANG       
 AB1627
 AB1627.Superseded values are not recommended for survey control.
 AB1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1627.See file dsdata.txt to determine how the superseded data were derived.
 AB1627
 AB1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP1082183356(NAD 83)
 AB1627_MARKER: DS = TRIANGULATION STATION DISK
 AB1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1627
 AB1627  HISTORY     - Date     Condition        Report By
 AB1627  HISTORY     - 1974     MONUMENTED       NGS
 AB1627
 AB1627                          STATION DESCRIPTION
 AB1627
 AB1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AB1627'THE STATION IS ABOUT 6 MILES SOUTH AND 5-3/4 MILES EAST OF WESLACO,
 AB1627'5-3/4 MILES SOUTH AND 1-1/4 MILES EAST OF MERCEDES, 1-3/4 MILES
 AB1627'SOUTH AND 4 MILES EAST OF PROGRESO, 1-1/2 MILES SOUTH OF U. S.
 AB1627'HIGHWAY 281 AND ABOUT 0.2 MILE NORTHEAST OF THE RIO GRANDE RIVER,
 AB1627'ON PROPERTY OWNED BY THE WATER COMMISSION, GERALD ENGLAND, PLANT
 AB1627'MANAGER GAVE PERMISSION, HE LIVES IN THE FIRST HOUSE EAST OF
 AB1627'THE STATION.
 AB1627'
 AB1627'TO REACH THE STATION FROM THE POST OFFICE IN PROGRESO, GO SOUTH ON
 AB1627'FARM ROAD 1015 FOR 0.25 MILE TO THE JUNCTION WITH U. S. HIGHWAY
 AB1627'281.  TURN LEFT AND GO EAST ON U. S. HIGHWAY 281 FOR 2.6 MILES TO
 AB1627'THE JUNCTION WITH FARM ROAD 491 ON THE LEFT.  CONTINUE EAST ON U.
 AB1627'S.  HIGHWAY 281 FOR 1.8 MILES TO A PAVED SIDE ROAD RIGHT.  TURN
 AB1627'RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 1.0 MILE TO THE END OF
 AB1627'PAVEMENT, A THREE-WAY FORK AND THE STATION.
 AB1627'
 AB1627'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON A GRAVELED
 AB1627'ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 AB1627'A GRADED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 AB1627'
 AB1627'STATION MARKS ARE STANDARD DISKS, STAMPED ENGLAND 1974.  THE
 AB1627'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AB1627'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 63.0 FEET NORTHEAST
 AB1627'OF THE NORTHEAST CORNER OF A BRICK BUILDING AND 49.0 FEET
 AB1627'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD.  THE UNDERGROUND DISK
 AB1627'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 AB1627'SURFACE.
 AB1627'
 AB1627'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ENGLAND NO 2 1974, SET
 AB1627'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AB1627'WITH THE GROUND.  IT IS 44.3 FEET SOUTHEAST OF THE NORTHEAST CORNER
 AB1627'OF THE BRICK BUILDING, 40.0 FEET EAST OF THE SOUTHEAST CORNER OF
 AB1627'THE BRICK BUILDING AND ABOUT THE SAME ELEVATION AS THE STATION.
 AB1627'
 AB1627'RP 121 (IBWC) IS A BRONZE DISK OF THE INTERNATIONAL BOUNDRY AND
 AB1627'WATER COMMISSION, STAMPED RP NO 121 ELEV. 78.03 P, SET IN THE TOP OF
 AB1627'AN 8-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 18 INCHES ABOVE
 AB1627'THE GROUND.  IT IS 14.0 FEET SOUTH OF THE CENTER OF A GRAVELED
 AB1627'ROAD AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AB1627'
 AB1627'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ENGLAND NO 3 1974
 AB1627'AZ, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AB1627'IS FLUSH WITH THE GROUND.  IT IS 13.5 FEET EAST OF THE CENTER OF A
 AB1627'TRACK ROAD.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AB1627'
 AB1627'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1453 ***********************************************************************
 AE1453  DESIGNATION -  ENGLEMAN PRODUCTS CO TANK
 AE1453  PID         -  AE1453
 AE1453  STATE/COUNTY-  TX/HIDALGO
 AE1453  USGS QUAD   -  LA BLANCA (1982)
 AE1453
 AE1453                         *CURRENT SURVEY CONTROL
 AE1453  ___________________________________________________________________
 AE1453* NAD 83(1993)-  26 20 00.88585(N)    098 00 49.29780(W)     ADJUSTED  
 AE1453* NAVD 88     -                                                        
 AE1453  ___________________________________________________________________
 AE1453  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 AE1453  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AE1453
 AE1453  HORZ ORDER  -  THIRD
 AE1453
 AE1453.The horizontal coordinates were established by classical geodetic methods
 AE1453.and adjusted by the National Geodetic Survey in February 1996..
 AE1453
 AE1453
 AE1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1453
 AE1453.The geoid height was determined by GEOID03.
 AE1453
 AE1453;                    North         East     Units Scale Factor Converg.
 AE1453;SPC TX S     - 5,073,983.287   348,547.575   MT  0.99996215   +0 13 14.8
 AE1453;SPC TX S     -16,646,893.50  1,143,526.50   sFT  0.99996215   +0 13 14.8
 AE1453;UTM  14      - 2,913,002.342   598,429.749   MT  0.99971962   +0 26 15.2
 AE1453
 AE1453                          SUPERSEDED SURVEY CONTROL
 AE1453
 AE1453  NAD 83(1986)-  26 20 00.89273(N)    098 00 49.26196(W) AD(       ) 4
 AE1453  NAD 27      -  26 19 59.64168(N)    098 00 48.24391(W) AD(       ) 3
 AE1453
 AE1453.Superseded values are not recommended for survey control.
 AE1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1453.See file dsdata.txt to determine how the superseded data were derived.
 AE1453
 AE1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ9843013002(NAD 83)
 AE1453_MARKER: 53 = ELEVATED TANK
 AE1453
 AE1453  HISTORY     - Date     Condition        Report By
 AE1453  HISTORY     - 1947     FIRST OBSERVED   CGS
 AE1453
 AE1453                          STATION DESCRIPTION
 AE1453
 AE1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AE1453'STATION IS LOCATED ABOUT 3 MILES NORTH OF ELSA ON PROPERTY
 AE1453'OF ENGLEMAN PRODUCTS CO.  IT IS A CONICAL SHAPED WATER TANK
 AE1453'ATOP A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER AND ABOUT
 AE1453'100 FEET HIGH.  THE POINT OBSERVED ON WAS THE SMALL BALL AT
 AE1453'THE APEX OF THE ROOF.
 AE1453'
 AE1453'TO REACH THE STATION FROM THE RAILROAD STATION IN ELSA GO NORTH
 AE1453'0.7 MILE TO A LEFT FORK, TAKE LEFT FORK AND GO 1.75 MILES
 AE1453'TO A T-ROAD RIGHT, TURN RIGHT AND GO 1 MILE TO A CROSSROAD,
 AE1453'TURN RIGHT AND GO 0.1 MILE TO THE TANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0214 ***********************************************************************
 AP0214  DESIGNATION -  ENGLISH
 AP0214  PID         -  AP0214
 AP0214  STATE/COUNTY-  TX/DIMMIT
 AP0214  USGS QUAD   -  PALO BLANCO TANK (1984)
 AP0214
 AP0214                         *CURRENT SURVEY CONTROL
 AP0214  ___________________________________________________________________
 AP0214* NAD 83(1993)-  28 23 26.14736(N)    100 00 49.71946(W)     ADJUSTED  
 AP0214* NAVD 88     -       265.5    (meters)     871.     (feet)  VERTCON   
 AP0214  ___________________________________________________________________
 AP0214  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AP0214  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AP0214
 AP0214  HORZ ORDER  -  FIRST
 AP0214
 AP0214.The horizontal coordinates were established by classical geodetic methods
 AP0214.and adjusted by the National Geodetic Survey in February 1996..
 AP0214
 AP0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0214
 AP0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0214
 AP0214.The geoid height was determined by GEOID03.
 AP0214
 AP0214;                    North         East     Units Scale Factor Converg.
 AP0214;SPC TXSC     - 4,062,192.989   500,642.997   MT  0.99999792   -0 29 48.0
 AP0214;SPC TXSC     -13,327,378.16  1,642,526.23   sFT  0.99999792   -0 29 48.0
 AP0214;UTM  14      - 3,140,889.817   400,678.430   MT  0.99972175   -0 28 55.5
 AP0214
 AP0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0214!SPC TXSC     -   0.99996198  x   0.99999792  =   0.99995990
 AP0214!UTM  14      -   0.99996198  x   0.99972175  =   0.99968374
 AP0214
 AP0214:                Primary Azimuth Mark                     Grid Az
 AP0214:SPC TXSC     -  ENGLISH AZ MK                            147 57 39.8
 AP0214:UTM  14      -  ENGLISH AZ MK                            147 56 47.3
 AP0214
 AP0214|---------------------------------------------------------------------|
 AP0214| PID    Reference Object                     Distance      Geod. Az  |
 AP0214|                                                           dddmmss.s |
 AP0214| CV3937 ENGLISH AZ MK                                      1472751.8 |
 AP0214| CV3939 ENGLISH RM 2                         16.966 METERS 23429     |
 AP0214| CV3938 ENGLISH RM 1                         13.253 METERS 32358     |
 AP0214|---------------------------------------------------------------------|
 AP0214
 AP0214                          SUPERSEDED SURVEY CONTROL
 AP0214
 AP0214  NAD 83(1986)-  28 23 26.14369(N)    100 00 49.69651(W) AD(       ) 1
 AP0214  NAD 27      -  28 23 25.18300(N)    100 00 48.48300(W) AD(       ) 1
 AP0214  NGVD 29 (07/19/86)  265.4    (m)          871.     (f) VERT ANG       
 AP0214
 AP0214.Superseded values are not recommended for survey control.
 AP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0214.See file dsdata.txt to determine how the superseded data were derived.
 AP0214
 AP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0067840890(NAD 83)
 AP0214_MARKER: DS = TRIANGULATION STATION DISK
 AP0214_SETTING: 0 = UNSPECIFIED SETTING
 AP0214
 AP0214  HISTORY     - Date     Condition        Report By
 AP0214  HISTORY     - 1918     MONUMENTED       CGS
 AP0214  HISTORY     - 1935     GOOD             CGS
 AP0214
 AP0214                          STATION DESCRIPTION
 AP0214
 AP0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0214'STATION IS ABOUT 13 MILES SW FROM CARRIZO SPRINGS, 7 MILES
 AP0214'NW OF DENTONIO, 1/2 MILE S OF THE CARRIZO SPRINGS-ENGLISH
 AP0214'RANCH ROAD, AND 1/2 MILE SSW FROM AN OLD WINDMILL DERRICK,
 AP0214'THE ONLY ONE IN THIS VICINITY, ON THE HIGHEST POINT OF A
 AP0214'BARE AND VERY FLAT HILL.
 AP0214'
 AP0214'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0214'CONCRETE.
 AP0214'
 AP0214'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0214'
 AP0214'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0214'CONCRETE, 13.237 METERS (43.43 FEET) FROM THE STATION,
 AP0214'N 35 DEG 59 MIN W.
 AP0214'
 AP0214'STATION IS REACHED FROM DENTONIO VIA CARRIZO SPRINGS ROAD
 AP0214'1 MILE, THENCE BY LEFT-HAND FORK 3 MILES TO 3 HOUSES NEAR
 AP0214'ROAD, ONE OFF TO LEFT.  AND THENCE BY DIM ROAD ABOUT NW TO
 AP0214'WINDMILL ABOUT 2 MILES DISTANT, FROM WHICH POINT OLD WINDMILL
 AP0214'DERRICK MENTIONED ABOVE CAN BE SEEN.
 AP0214
 AP0214                          STATION RECOVERY (1935)
 AP0214
 AP0214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WIG)
 AP0214'STATION IN GOOD CONDITION.
 AP0214'
 AP0214'FROM A ROAD FORKS 4-1/2 MILES N OF DENTONIO, ON THE CARRIZO
 AP0214'SPRINGS-DENTONIO ROAD, GO 2 MILES DUE W AND 1/2 MILE DUE S.
 AP0214'THE STATION IS 600 FEET W OF THE ROAD ON A BARE FLAT HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1784 ***********************************************************************
 FL1784  DESIGNATION -  ENGLISH FIELD N SIDE W SPIPE
 FL1784  PID         -  FL1784
 FL1784  STATE/COUNTY-  TX/POTTER
 FL1784  USGS QUAD   -  PULLMAN (1973)
 FL1784
 FL1784                         *CURRENT SURVEY CONTROL
 FL1784  ___________________________________________________________________
 FL1784* NAD 83(1993)-  35 14 48.96915(N)    101 40 02.09733(W)     ADJUSTED  
 FL1784* NAVD 88     -                                                        
 FL1784  ___________________________________________________________________
 FL1784  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 FL1784  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL1784
 FL1784  HORZ ORDER  -  THIRD
 FL1784
 FL1784.This mark is at Amarillo Intl (AMA) Airport (AMA)
 FL1784
 FL1784.The horizontal coordinates were established by classical geodetic methods
 FL1784.and adjusted by the National Geodetic Survey in February 1996..
 FL1784
 FL1784
 FL1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1784
 FL1784.The geoid height was determined by GEOID03.
 FL1784
 FL1784;                    North         East     Units Scale Factor Converg.
 FL1784;SPC TX N     - 1,138,343.657   184,779.428   MT  0.99991530   -0 05 48.9
 FL1784;SPC TX N     - 3,734,715.81    606,230.51   sFT  0.99991530   -0 05 48.9
 FL1784;UTM  14      - 3,903,689.200   257,313.039   MT  1.00032590   -1 32 24.1
 FL1784
 FL1784                          SUPERSEDED SURVEY CONTROL
 FL1784
 FL1784  NAD 83(1993)-  35 14 48.97546(N)    101 40 02.09115(W) AD(       ) 4
 FL1784  NAD 83(1986)-  35 14 48.97647(N)    101 40 02.08800(W) AD(       ) 4
 FL1784  NAD 27      -  35 14 48.79000(N)    101 40 00.44500(W) AD(       ) 3
 FL1784
 FL1784.Superseded values are not recommended for survey control.
 FL1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1784.See file dsdata.txt to determine how the superseded data were derived.
 FL1784
 FL1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5731303689(NAD 83)
 FL1784_MARKER: 52 = STANDPIPE TANK
 FL1784
 FL1784  HISTORY     - Date     Condition        Report By
 FL1784  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1784  HISTORY     - 1962     GOOD             CGS
 FL1784  HISTORY     - 1964     GOOD             CGS
 FL1784  HISTORY     - 1977     GOOD             NGS
 FL1784
 FL1784                          STATION DESCRIPTION
 FL1784
 FL1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1784'THE STATION IS LOCATED ABOUT 8 MILES EAST NORTHEAST OF AMARILLO
 FL1784'AT THE NORTHEAST PART OF ENGLISH FIELD AND IS THE WEST ONE
 FL1784'OF TWO ABOUT 40 FEET APART.  IT IS ABOUT 200 FEET SOUTH
 FL1784'OF U.S. HIGHWAY 60.
 FL1784'
 FL1784'THE STANDPIPE IS A CONCRETE CYLINDER ABOUT 20 FEET IN DIAMETER
 FL1784'AND 40 FEET HIGH WITH A WOODEN TANK ON TOP THAT IS ABOUT
 FL1784'28 FEET IN DIAMETER AND 12 FEET HIGH.
 FL1784'
 FL1784'THE CENTER OF THE TOP OF STANDPIPE WAS THE POINT INTERSECTED.
 FL1784
 FL1784                          STATION RECOVERY (1962)
 FL1784
 FL1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 FL1784'THE INTERSECTION STATION WAS RECOVERED--NEW DESCRIPTION OF
 FL1784'STAND PIPE.  THE STANDPIPE IS A CONCRETE CYLINDER ABOUT 30
 FL1784'FEET IN DIAMETER, APPROXIMATELY 70 FEET HIGH WITH A WOODEN
 FL1784'RED AND WHITE CHECKERED TANK ON TOP.
 FL1784
 FL1784                          STATION RECOVERY (1964)
 FL1784
 FL1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1784'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1784
 FL1784                          STATION RECOVERY (1977)
 FL1784
 FL1784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 FL1784'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1784'
 FL1784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI NE OF
 FL1784'AMARILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1778 ***********************************************************************
 FL1778  DESIGNATION -  ENGLISH FIELD S SIDE N SPIPE
 FL1778  PID         -  FL1778
 FL1778  STATE/COUNTY-  TX/POTTER
 FL1778  USGS QUAD   -  PULLMAN (1973)
 FL1778
 FL1778                         *CURRENT SURVEY CONTROL
 FL1778  ___________________________________________________________________
 FL1778* NAD 83(1993)-  35 13 40.79702(N)    101 40 49.80139(W)     ADJUSTED  
 FL1778* NAVD 88     -                                                        
 FL1778  ___________________________________________________________________
 FL1778  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 FL1778  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL1778
 FL1778  HORZ ORDER  -  THIRD
 FL1778
 FL1778.This mark is at Amarillo Intl (AMA) Airport (AMA)
 FL1778
 FL1778.The horizontal coordinates were established by classical geodetic methods
 FL1778.and adjusted by the National Geodetic Survey in February 1996..
 FL1778
 FL1778
 FL1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1778
 FL1778.The geoid height was determined by GEOID03.
 FL1778
 FL1778;                    North         East     Units Scale Factor Converg.
 FL1778;SPC TX N     - 1,136,245.027   183,569.670   MT  0.99991634   -0 06 16.6
 FL1778;SPC TX N     - 3,727,830.56    602,261.49   sFT  0.99991634   -0 06 16.6
 FL1778;UTM  14      - 3,901,620.839   256,050.304   MT  1.00033348   -1 32 49.1
 FL1778
 FL1778                          SUPERSEDED SURVEY CONTROL
 FL1778
 FL1778  NAD 83(1993)-  35 13 40.80354(N)    101 40 49.79498(W) AD(       ) 4
 FL1778  NAD 83(1986)-  35 13 40.80437(N)    101 40 49.79196(W) AD(       ) 4
 FL1778  NAD 27      -  35 13 40.61700(N)    101 40 48.14500(W) AD(       ) 3
 FL1778
 FL1778.Superseded values are not recommended for survey control.
 FL1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1778.See file dsdata.txt to determine how the superseded data were derived.
 FL1778
 FL1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5605001621(NAD 83)
 FL1778_MARKER: 52 = STANDPIPE TANK
 FL1778
 FL1778  HISTORY     - Date     Condition        Report By
 FL1778  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1778  HISTORY     - 1964     GOOD             CGS
 FL1778  HISTORY     - 1977     GOOD             NGS
 FL1778
 FL1778                          STATION DESCRIPTION
 FL1778
 FL1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1778'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST NORTHEAST OF
 FL1778'AMARILLO AT THE SOUTHERN PART OF ENGLISH FIELD AND IS THE
 FL1778'NORTH ONE OF TWO, ABOUT 1/4 MILE NORTH OF U.S. HIGHWAY 66.
 FL1778'
 FL1778'THE STANDPIPE IS A CONCRETE CYLINDER ABOUT 20 FEET IN DIAMETER
 FL1778'AND 40 FEET HIGH WITH A WOODEN TANK ON TOP THAT IS ABOUT 28
 FL1778'FEET IN DIAMETER AND 12 FEET HIGH.  IT IS ABOUT 40 FEET NORTH
 FL1778'OF ANOTHER STANDPIPE.
 FL1778'
 FL1778'THE CENTER OF THE TOP OF STANDPIPE WAS THE POINT INTERSECTED.
 FL1778
 FL1778                          STATION RECOVERY (1964)
 FL1778
 FL1778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1778'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1778
 FL1778                          STATION RECOVERY (1977)
 FL1778
 FL1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 FL1778'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1778'
 FL1778'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MI NE OF
 FL1778'AMARILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1780 ***********************************************************************
 FL1780  DESIGNATION -  ENGLISH FIELD S SIDE S SPIPE
 FL1780  PID         -  FL1780
 FL1780  STATE/COUNTY-  TX/POTTER
 FL1780  USGS QUAD   -  PULLMAN (1973)
 FL1780
 FL1780                         *CURRENT SURVEY CONTROL
 FL1780  ___________________________________________________________________
 FL1780* NAD 83(1993)-  35 13 39.93467(N)    101 40 49.81019(W)     ADJUSTED  
 FL1780* NAVD 88     -                                                        
 FL1780  ___________________________________________________________________
 FL1780  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 FL1780  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL1780
 FL1780  HORZ ORDER  -  THIRD
 FL1780
 FL1780.This mark is at Amarillo Intl (AMA) Airport (AMA)
 FL1780
 FL1780.The horizontal coordinates were established by classical geodetic methods
 FL1780.and adjusted by the National Geodetic Survey in February 1996..
 FL1780
 FL1780
 FL1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1780
 FL1780.The geoid height was determined by GEOID03.
 FL1780
 FL1780;                    North         East     Units Scale Factor Converg.
 FL1780;SPC TX N     - 1,136,218.454   183,569.399   MT  0.99991635   -0 06 16.6
 FL1780;SPC TX N     - 3,727,743.38    602,260.60   sFT  0.99991635   -0 06 16.6
 FL1780;UTM  14      - 3,901,594.270   256,049.364   MT  1.00033349   -1 32 49.0
 FL1780
 FL1780                          SUPERSEDED SURVEY CONTROL
 FL1780
 FL1780  NAD 83(1993)-  35 13 39.94105(N)    101 40 49.80349(W) AD(       ) 4
 FL1780  NAD 83(1986)-  35 13 39.94195(N)    101 40 49.80067(W) AD(       ) 4
 FL1780  NAD 27      -  35 13 39.75000(N)    101 40 48.15000(W) AD(       ) 3
 FL1780
 FL1780.Superseded values are not recommended for survey control.
 FL1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1780.See file dsdata.txt to determine how the superseded data were derived.
 FL1780
 FL1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE5604901594(NAD 83)
 FL1780_MARKER: 52 = STANDPIPE TANK
 FL1780
 FL1780  HISTORY     - Date     Condition        Report By
 FL1780  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1780  HISTORY     - 1962     GOOD             CGS
 FL1780  HISTORY     - 1964     GOOD             CGS
 FL1780  HISTORY     - 1977     GOOD             NGS
 FL1780
 FL1780                          STATION DESCRIPTION
 FL1780
 FL1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1780'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST NORTHEAST OF
 FL1780'AMARILLO AT THE SOUTHERN PART OF ENGLISH FIELD AND IS THE
 FL1780'SOUTH ONE OF TWO ABOUT 1/4 MILE NORTH OF U.S. HIGHWAY 66.
 FL1780'
 FL1780'THE STANDPIPE IS A CONCRETE CYLINDER ABOUT 20 FEET IN DIAMETER
 FL1780'AND 40 FEET HIGH WITH A WOODEN TANK ON TOP THAT IS ABOUT 28
 FL1780'FEET IN DIAMETER AND 12 FEET HIGH.  IT IS ABOUT 40 FEET SOUTH
 FL1780'OF ANOTHER STANDPIPE.
 FL1780'
 FL1780'THE CENTER OF THE TOP OF STANDPIPE WAS THE POINT INTERSECTED.
 FL1780
 FL1780                          STATION RECOVERY (1962)
 FL1780
 FL1780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC)
 FL1780'THE STANDPIPE WAS RECOVERED IN GOOD CONDITION.
 FL1780'
 FL1780'THE STANDPIPE IS A CONCRETE CYLINDER ABOUT 30 FEET IN DIAMETER
 FL1780'APPROXIMATELY 70 FEET HIGH SURMOUNTED BY A WOODEN RED AND
 FL1780'WHITE CHECKERED TANK.
 FL1780
 FL1780                          STATION RECOVERY (1964)
 FL1780
 FL1780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 FL1780'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FL1780
 FL1780                          STATION RECOVERY (1977)
 FL1780
 FL1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 FL1780'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1780'
 FL1780'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MI NE OF
 FL1780'AMARILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1152 ***********************************************************************
 FL1152  DESIGNATION -  ENGLISH RM 2
 FL1152  PID         -  FL1152
 FL1152  STATE/COUNTY-  TX/POTTER
 FL1152  USGS QUAD   -  PULLMAN (1973)
 FL1152
 FL1152                         *CURRENT SURVEY CONTROL
 FL1152  ___________________________________________________________________
 FL1152* NAD 83(1986)-  35 14 15.     (N)    101 41 55.     (W)     SCALED    
 FL1152* NAVD 88     -      1093.482  (meters)    3587.53   (feet)  ADJUSTED  
 FL1152  ___________________________________________________________________
 FL1152  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL1152  DYNAMIC HT  -        1092.184 (meters)    3583.27  (feet)  COMP
 FL1152  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 FL1152
 FL1152  VERT ORDER  -  FIRST     CLASS II
 FL1152
 FL1152.This mark is at Amarillo Intl (AMA) Airport (AMA)
 FL1152
 FL1152.The horizontal coordinates were scaled from a topographic map and have
 FL1152.an estimated accuracy of +/- 6 seconds.
 FL1152
 FL1152.The orthometric height was determined by differential leveling
 FL1152.and adjusted by the National Geodetic Survey in June 1991..
 FL1152
 FL1152.The geoid height was determined by GEOID03.
 FL1152
 FL1152.The dynamic height is computed by dividing the NAVD 88
 FL1152.geopotential number by the normal gravity value computed on the
 FL1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1152.degrees latitude (g = 980.6199 gals.).
 FL1152
 FL1152.The modeled gravity was interpolated from observed gravity values.
 FL1152
 FL1152;                    North         East    Units  Estimated Accuracy
 FL1152;SPC TX N     - 1,137,300.      181,920.      MT  (+/- 180 meters Scaled)
 FL1152
 FL1152                          SUPERSEDED SURVEY CONTROL
 FL1152
 FL1152  NGVD 29 (??/??/92) 1092.980  (m)         3585.89   (f) ADJ UNCH    1 2
 FL1152
 FL1152.Superseded values are not recommended for survey control.
 FL1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1152.See file dsdata.txt to determine how the superseded data were derived.
 FL1152
 FL1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE544027(NAD 83)
 FL1152_MARKER: DR = REFERENCE MARK DISK
 FL1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1152_STAMPING: ENGLISH NO2 1951
 FL1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1152+STABILITY: SURFACE MOTION
 FL1152
 FL1152  HISTORY     - Date     Condition        Report By
 FL1152  HISTORY     - 1951     MONUMENTED       CGS
 FL1152  HISTORY     - 1957     GOOD             NGS
 FL1152  HISTORY     - 1964     MARK NOT FOUND   NGS
 FL1152  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1152
 FL1152                          STATION DESCRIPTION
 FL1152
 FL1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FL1152'9 MI NE FROM AMARILLO.
 FL1152'ABOUT 9 MILES EAST ALONG U.S. HIGHWAY 60 FROM AMARILLO, ALONG THE
 FL1152'NORTH EDGE OF ENGLISH FIELD, 0.5 MILE NORTHEAST OF THE ADMINISTRATION
 FL1152'BUILDING AT ENGLISH FIELD, 60 FEET SOUTHEAST OF THE CENTER LINE OF
 FL1152'HIGHWAY 60, 40 FEET EAST OF THE CENTER LINE OF THE DRIVE LEADING TO
 FL1152'THE CONTROL TOWER, 1 FOOT SOUTH OF FENCE LINE AND IN THE TOP OF A
 FL1152'CONCRETE POST PROJECTING 6 INCHES.
 FL1152
 FL1152                          STATION RECOVERY (1964)
 FL1152
 FL1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 FL1152'MARK NOT FOUND.
 FL1152
 FL1152                          STATION RECOVERY (1984)
 FL1152
 FL1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1386 ***********************************************************************
 DM1386  DESIGNATION -  ENLOE
 DM1386  PID         -  DM1386
 DM1386  STATE/COUNTY-  TX/DELTA
 DM1386  USGS QUAD   -  CHARLESTON (1964)
 DM1386
 DM1386                         *CURRENT SURVEY CONTROL
 DM1386  ___________________________________________________________________
 DM1386* NAD 83(1993)-  33 26 16.81828(N)    095 36 43.37777(W)     ADJUSTED  
 DM1386* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 DM1386  ___________________________________________________________________
 DM1386  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DM1386  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DM1386
 DM1386  HORZ ORDER  -  SECOND
 DM1386
 DM1386.The horizontal coordinates were established by classical geodetic methods
 DM1386.and adjusted by the National Geodetic Survey in February 1996..
 DM1386
 DM1386.The orthometric height was scaled from a topographic map.
 DM1386
 DM1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1386
 DM1386.The geoid height was determined by GEOID03.
 DM1386
 DM1386;                    North         East     Units Scale Factor Converg.
 DM1386;SPC TXNC     - 2,200,116.046   868,484.912   MT  0.99989529   +1 34 30.3
 DM1386;SPC TXNC     - 7,218,214.06  2,849,354.25   sFT  0.99989529   +1 34 30.3
 DM1386;UTM  15      - 3,702,897.251   257,172.717   MT  1.00032703   -1 26 24.1
 DM1386
 DM1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1386!SPC TXNC     -   0.99998012  x   0.99989529  =   0.99987541
 DM1386!UTM  15      -   0.99998012  x   1.00032703  =   1.00030714
 DM1386
 DM1386|---------------------------------------------------------------------|
 DM1386| PID    Reference Object                     Distance      Geod. Az  |
 DM1386|                                                           dddmmss.s |
 DM1386| CY1766 ENLOE RM 1                           34.340 METERS 17157     |
 DM1386| DM1390 COOPER MUNICIPAL TANK               APPROX.10.0 KM 2255250.5 |
 DM1386| CY1765 ENLOE AZ MK                                        2373139.1 |
 DM1386| CY1767 ENLOE RM 2                           31.083 METERS 29747     |
 DM1386|---------------------------------------------------------------------|
 DM1386
 DM1386                          SUPERSEDED SURVEY CONTROL
 DM1386
 DM1386  NAD 83(1993)-  33 26 16.82008(N)    095 36 43.37559(W) AD(       ) 2
 DM1386  NAD 83(1986)-  33 26 16.82496(N)    095 36 43.36589(W) AD(       ) 2
 DM1386  NAD 27      -  33 26 16.43400(N)    095 36 42.51900(W) AD(       ) 2
 DM1386
 DM1386.Superseded values are not recommended for survey control.
 DM1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1386.See file dsdata.txt to determine how the superseded data were derived.
 DM1386
 DM1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5717302897(NAD 83)
 DM1386_MARKER: DS = TRIANGULATION STATION DISK
 DM1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1386_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1386
 DM1386  HISTORY     - Date     Condition        Report By
 DM1386  HISTORY     - 1951     MONUMENTED       CGS
 DM1386  HISTORY     - 1957     GOOD             CGS
 DM1386  HISTORY     - 1964     GOOD             USGS
 DM1386  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 DM1386
 DM1386                          STATION DESCRIPTION
 DM1386
 DM1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1386'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF COOPER,
 DM1386'2 MILES SOUTHWEST OF THE VILLAGE OF LAKE CREEK AND IN THE
 DM1386'NORTH PART OF A FARM YARD.  IT IS 42.5 FEET EAST-SOUTHEAST
 DM1386'OF A DUG WELL, 31 FEET EAST OF A TIN SHED AND 18 FEET WEST OF
 DM1386'THE EAST LOT FENCE.  THE MARK IS ABOUT 2 INCHES BELOW THE
 DM1386'SURFACE OF THE GROUND AND THE DISK IS STAMPED ENLOE 1950.
 DM1386'
 DM1386'REFERENCE MARK NO. 1 IS 78.5 FEET NORTHEAST OF THE NORTHEAST
 DM1386'CORNER OF THE HOUSE, 32 FEET NORTH OF A FENCE CORNER AND
 DM1386'1 FOOT WEST OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND
 DM1386'THE DISK IS STAMPED ENLOE NO 1 1950.
 DM1386'
 DM1386'REFERENCE MARK NO.2 IS 58 FEET WEST-NORTHWEST OF A DUG WELL,
 DM1386'20 FEET SOUTH OF THE NORTHWEST CORNER OF LOT AND 1 FOOT EAST
 DM1386'OF THE SOUTH LOT FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 DM1386'DISK IS STAMPED ENLOE NO 2 1950.
 DM1386'
 DM1386'AZIMUTH MARK IS 83 FEET NORTHEAST OF A CONCRETE CULVERT,
 DM1386'48 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 24 AND
 DM1386'4 FEET NORTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS
 DM1386'6 INCHES AND THE DISK IS STAMPED ENLOE 1950.
 DM1386'
 DM1386'TO REACH FROM THE INTERSECTION OF ST. HIGHWAY 24 AND FARM ROAD
 DM1386'198 ABOUT 1 MILE WEST OF THE VILLAGE OF LAKE CREEK, GO SOUTHWEST
 DM1386'ON HIGHWAY 24 FOR 0.65 MILE TO THE JUNCTION OF FARM ROAD 154,
 DM1386'CONTINUE ON HIGHWAY 24 0.85 MILE TO A SIDE ROAD LEFT, (AT
 DM1386'THIS POINT CONTINUE ON HIGHWAY 24 0.35 MILE TO THE AZIMUTH
 DM1386'MARK ON THE RIGHT) TURN LEFT (EAST) ON DIRT ROAD 0.15 MILE
 DM1386'TO A FARM HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 DM1386'
 DM1386'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DM1386
 DM1386                          STATION RECOVERY (1957)
 DM1386
 DM1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1386'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1386'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1386'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1386
 DM1386                          STATION RECOVERY (1964)
 DM1386
 DM1386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM1386'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 DM1386'DISKS HAVE BEEN REMOVED FROM THE CONCRETE POST FOR REFERENCE
 DM1386'MARKS 1 AND 2.
 DM1386
 DM1386                          STATION RECOVERY (1995)
 DM1386
 DM1386'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0770 ***********************************************************************
 CS0770  DESIGNATION -  ENNIS
 CS0770  PID         -  CS0770
 CS0770  STATE/COUNTY-  TX/ELLIS
 CS0770  USGS QUAD   -  ENNIS WEST (1978)
 CS0770
 CS0770                         *CURRENT SURVEY CONTROL
 CS0770  ___________________________________________________________________
 CS0770* NAD 83(1993)-  32 19 40.46160(N)    096 37 35.48683(W)     ADJUSTED  
 CS0770* NAVD 88     -       164.864  (meters)     540.89   (feet)  ADJUSTED  
 CS0770  ___________________________________________________________________
 CS0770  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 CS0770  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CS0770  DYNAMIC HT  -         164.673 (meters)     540.26  (feet)  COMP
 CS0770  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 CS0770
 CS0770  HORZ ORDER  -  SECOND
 CS0770  VERT ORDER  -  SECOND    CLASS 0
 CS0770
 CS0770.The horizontal coordinates were established by classical geodetic methods
 CS0770.and adjusted by the National Geodetic Survey in February 1996..
 CS0770
 CS0770.The orthometric height was determined by differential leveling
 CS0770.and adjusted by the National Geodetic Survey in June 1991..
 CS0770
 CS0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0770
 CS0770.The geoid height was determined by GEOID03.
 CS0770
 CS0770.The dynamic height is computed by dividing the NAVD 88
 CS0770.geopotential number by the normal gravity value computed on the
 CS0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0770.degrees latitude (g = 980.6199 gals.).
 CS0770
 CS0770.The modeled gravity was interpolated from observed gravity values.
 CS0770
 CS0770;                    North         East     Units Scale Factor Converg.
 CS0770;SPC TXNC     - 2,074,898.834   776,379.837   MT  0.99995180   +1 01 18.4
 CS0770;SPC TXNC     - 6,807,397.26  2,547,172.85   sFT  0.99995180   +1 01 18.4
 CS0770;UTM  14      - 3,579,258.002   723,413.513   MT  1.00021556   +1 16 11.2
 CS0770
 CS0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0770!SPC TXNC     -   0.99997819  x   0.99995180  =   0.99992999
 CS0770!UTM  14      -   0.99997819  x   1.00021556  =   1.00019374
 CS0770
 CS0770|---------------------------------------------------------------------|
 CS0770| PID    Reference Object                     Distance      Geod. Az  |
 CS0770|                                                           dddmmss.s |
 CS0770| CS0771 Z 150                                10.074 METERS 03030     |
 CS0770| CS2677 ENNIS CITY WATER WORKS TANK         406.425 METERS 1172356.3 |
 CS0770| CS2675 ALMA                                APPROX. 6.7 KM 1215126.0 |
 CS0770| CS2676 ENNIS PLANTERS COTTON MILL STK      APPROX. 0.9 KM 1394925.2 |
 CS0770| CS2682 BENCH MK ST TEX NR ENNIS 1947        70.015 METERS 15245     |
 CS0770| CS2680 ENNIS FIRST METHODIST CHURCH        247.499 METERS 18510     |
 CS0770| CS2679 ENNIS TOWER HILL WATER TANK         APPROX. 1.6 KM 3173936.8 |
 CS0770| CY1768 ENNIS AZ MK                                        3252036.1 |
 CS0770| CS2687 PALMER MUNICIPAL TANK               APPROX.12.1 KM 3404909.0 |
 CS0770|---------------------------------------------------------------------|
 CS0770
 CS0770                          SUPERSEDED SURVEY CONTROL
 CS0770
 CS0770  NAD 83(1986)-  32 19 40.46913(N)    096 37 35.46846(W) AD(       ) 2
 CS0770  NAD 27      -  32 19 39.94800(N)    096 37 34.50400(W) AD(       ) 2
 CS0770  NGVD 29 (??/??/92)  164.860  (m)          540.88   (f) ADJ UNCH    2 0
 CS0770
 CS0770.Superseded values are not recommended for survey control.
 CS0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0770.See file dsdata.txt to determine how the superseded data were derived.
 CS0770
 CS0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2341479258(NAD 83)
 CS0770_MARKER: DS = TRIANGULATION STATION DISK
 CS0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0770_STAMPING: ENNIS 1947
 CS0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0770+STABILITY: SURFACE MOTION
 CS0770
 CS0770  HISTORY     - Date     Condition        Report By
 CS0770  HISTORY     - 1947     MONUMENTED       CGS
 CS0770  HISTORY     - 1947     GOOD             CGS
 CS0770  HISTORY     - 1949     GOOD             CGS
 CS0770  HISTORY     - 1981     GOOD             LOCENG
 CS0770  HISTORY     - 1981     GOOD             NGS
 CS0770
 CS0770                          STATION DESCRIPTION
 CS0770
 CS0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS0770'THE STATION SITE IS IN THE TOWN OF ENNIS, ACROSS THE STREET
 CS0770'FROM THE RAILWAY EXPRESS STATION.  IT IS 200 FEET SOUTH OF
 CS0770'THE RAILROAD STATION IN THE WEST END OF A SMALL PARK, 70 FEET
 CS0770'SOUTH OF THE CENTER OF STATE ROUTE 34 AND 38.5 FEET EAST OF
 CS0770'THE EAST RAIL OF THE MAIN LINE.  IT IS STAMPED ENNIS 1947 AND
 CS0770'SET FLUSH WITH THE GROUND SURFACE.
 CS0770'
 CS0770'REFERENCE MARK NO. 1 IS THE U.S.C. AND G. SURVEY BENCH MARK
 CS0770'NORTHEAST OF THE STATION.  IT IS ON THE NORTHEAST CORNER
 CS0770'OF THE SMALL PARK, 50 FEET SOUTH OF THE CENTER OF STATE ROUTE
 CS0770'34 AND 13 FEET SOUTHWEST OF A STREET LAMP POST.  IT IS STAMPED
 CS0770'Z 150 1933 AND PROJECTS 8 INCHES.
 CS0770'
 CS0770'REFERENCE MARK NO. 2 IS A STATE OF TEXAS BENCH MARK SOUTH-SOUTHEAST
 CS0770'OF THE STATION ON THE SOUTHWEST CORNER OF THE SMALL PARK.  IT
 CS0770'IS 10 FEET EAST OF THE EAST RAIL AND IS WITNESSED BY A REFERENCE
 CS0770'POST.  IT IS STAMPED 539.990 AND PROJECTS 2 INCHES.
 CS0770'
 CS0770'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHWEST OF THE STATION
 CS0770'ON THE EAST SIDE OF WEST MAIN STREET.  IT IS 20 FEET EAST OF THE
 CS0770'CENTER OF WEST MAIN STREET AND 50 FEET NORTHEAST OF STREET
 CS0770'INTERSECTION.  IT IS STAMPED ENNIS 1947 AND PROJECTS 3 INCHES.
 CS0770'TO REACH FROM THE STATION.  GO SOUTH ACROSS TRACKS, TURN RIGHT
 CS0770'AND GO NORTHWEST ALONG WEST MAIN STREET FOR 0.35 MILE TO MARK
 CS0770'ON THE RIGHT AS DESCRIBED.
 CS0770'
 CS0770'THE STATION IS REACHED FROM THE RAILROAD STATION AS DESCRIBED
 CS0770'IN BODY OF DESCRIPTION
 CS0770'
 CS0770'A 74 FOOT SIGNAL AT STATION GARRETT IS VISIBLE AT 50 FEET
 CS0770'
 CS0770'A 74 FOOT SIGNAL AT STATION BRISTOL IS VISIBLE AT 50 FEET
 CS0770'
 CS0770'A 4 FOOT SIGNAL AT STATION CRISP IS VISIBLE AT 50 FEET
 CS0770'
 CS0770'A 4 FOOT SIGNAL AT STATION VILLAGE IS VISIBLE AT 50 FEET
 CS0770'
 CS0770'A 74 FOOT SIGNAL AT STATION TELICO IS VISIBLE AT 50 FEET
 CS0770'
 CS0770'AN 87 FOOT SIGNAL AT STATION ALMA IS VISIBLE AT 50 FEET
 CS0770'
 CS0770'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS0770
 CS0770                          STATION RECOVERY (1947)
 CS0770
 CS0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS0770'IN ENNIS.
 CS0770'AT ENNIS, 213 FEET SOUTH OF THE RAILROAD STATION, 63 FEET SOUTH OF THE
 CS0770'CENTER LINE OF U.S. HIGHWAY 287, 40 FEET EAST OF THE CENTER LINE OF
 CS0770'THE EAST RAILROAD TRACK, IN THE NORTH END OF A SMALL PARK.  A BRONZE
 CS0770'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 CS0770'FLUSH WITH THE GROUND.
 CS0770
 CS0770                          STATION RECOVERY (1949)
 CS0770
 CS0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS0770'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE IN
 CS0770'GOOD CONDITION.  BELOW IS THE 1949 OBSERVATIONS.
 CS0770
 CS0770                          STATION RECOVERY (1981)
 CS0770
 CS0770'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JN)
 CS0770'ENNIS - 1947 - STA IN GOOD CONDITION - DESCRIPTION AND TIES
 CS0770'ADEQUATE - THE PARK IS NOW A USED CAR LOT AND THE STA IS BURIED
 CS0770'APPROX 3 INCHES WITH GRAVEL.
 CS0770'
 CS0770'AZI MARK DESTROYED.
 CS0770'
 CS0770'DISTANCE AND DIRECTION FROM NEAREST TOWN--ENNIS TEXAS.
 CS0770
 CS0770                          STATION RECOVERY (1981)
 CS0770
 CS0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CS0770'THE STATION AND BENCH MARK Z 150 WAS RECOVERED AS DESCRIBED.  THE
 CS0770'TEXAS BENCH MARK AND THE AZIMUTH MARK COULD NOT BE FOUND.  THE STATION
 CS0770'IS LOCATED IN A USED CAR LOT BURIED 4 INCHES BELOW GROUND.  THE
 CS0770'STATION WAS NOT OCCUPIED DUE TO THE CARS PARKED ALMOST OVER THE MARK.
 CS0770'
 CS0770'THE OWNER WOULD PREFER THE MARK NOT BE USED UNLESS IT WAS NECESSARY
 CS0770'TO DO SO FOR HE WOULD HAVE TO MOVE CARS AND PARK THEM IN ANOTHER AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1036 ***********************************************************************
 CU1036  DESIGNATION -  ENNIS
 CU1036  PID         -  CU1036
 CU1036  STATE/COUNTY-  TX/SCURRY
 CU1036  USGS QUAD   -  BRAND (1954)
 CU1036
 CU1036                         *CURRENT SURVEY CONTROL
 CU1036  ___________________________________________________________________
 CU1036* NAD 83(1993)-  32 51 24.84007(N)    100 57 29.96684(W)     ADJUSTED  
 CU1036* NAVD 88     -       779.34   (+/-2cm)    2556.9    (feet)  VERTCON   
 CU1036  ___________________________________________________________________
 CU1036  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 CU1036  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CU1036
 CU1036  HORZ ORDER  -  FIRST
 CU1036  VERT ORDER  -  THIRD ? (See Below)
 CU1036
 CU1036.The horizontal coordinates were established by classical geodetic methods
 CU1036.and adjusted by the National Geodetic Survey in February 1996..
 CU1036
 CU1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1036.The vertical order pertains to the NGVD 29 superseded value.
 CU1036
 CU1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1036
 CU1036.The geoid height was determined by GEOID03.
 CU1036
 CU1036;                    North         East     Units Scale Factor Converg.
 CU1036;SPC TXNC     - 2,134,676.526   369,940.549   MT  0.99987837   -1 20 26.7
 CU1036;SPC TXNC     - 7,003,517.90  1,213,713.28   sFT  0.99987837   -1 20 26.7
 CU1036;UTM  14      - 3,637,122.497   316,751.986   MT  1.00001406   -1 03 46.0
 CU1036
 CU1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1036!SPC TXNC     -   0.99988178  x   0.99987837  =   0.99976017
 CU1036!UTM  14      -   0.99988178  x   1.00001406  =   0.99989584
 CU1036
 CU1036:                Primary Azimuth Mark                     Grid Az
 CU1036:SPC TXNC     -  DERMOTT SW BELL TEL CO MAST              045 35 04.5
 CU1036:UTM  14      -  DERMOTT SW BELL TEL CO MAST              045 18 23.8
 CU1036
 CU1036|---------------------------------------------------------------------|
 CU1036| PID    Reference Object                     Distance      Geod. Az  |
 CU1036|                                                           dddmmss.s |
 CU1036| CU1042 DERMOTT SW BELL TEL CO MAST         APPROX. 4.9 KM 0441437.8 |
 CU1036| CX7168 ENNIS RM 1                           20.603 METERS 13645     |
 CU1036| CU1038 SNYDER SUNRAY OIL CO STACK          APPROX.11.7 KM 1801202.7 |
 CU1036| CU1039 SNYDER HALLIBURTON CO MAST          APPROX. 7.2 KM 1822608.0 |
 CU1036| CX7167 ENNIS AZ MK                                        2694947.1 |
 CU1036| CU1037 BM 18 JM TT                          37.345 METERS 27908     |
 CU1036| CU1045 FLUVANNA TV MICROWAVE               APPROX.14.5 KM 2863958.0 |
 CU1036|---------------------------------------------------------------------|
 CU1036
 CU1036                          SUPERSEDED SURVEY CONTROL
 CU1036
 CU1036  NAD 83(1993)-  32 51 24.84512(N)    100 57 29.95842(W) AD(       ) 1
 CU1036  NAD 83(1986)-  32 51 24.84560(N)    100 57 29.95761(W) AD(       ) 1
 CU1036  NAD 27      -  32 51 24.46938(N)    100 57 28.52147(W) AD(       ) 1
 CU1036  NGVD 29 (07/19/86)  779.04   (m)         2555.9    (f) LEVELING    3  
 CU1036
 CU1036.Superseded values are not recommended for survey control.
 CU1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1036.See file dsdata.txt to determine how the superseded data were derived.
 CU1036
 CU1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1675237122(NAD 83)
 CU1036_MARKER: DS = TRIANGULATION STATION DISK
 CU1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1036_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1036
 CU1036  HISTORY     - Date     Condition        Report By
 CU1036  HISTORY     - 1968     MONUMENTED       CGS
 CU1036
 CU1036                          STATION DESCRIPTION
 CU1036
 CU1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1036'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO FENCE LINE.
 CU1036'
 CU1036'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN SNYDER, GO
 CU1036'NORTH ON STATE HIGHWAY 208 FOR 1.5 MILES TO U.S. HIGHWAY 84,
 CU1036'TURN LEFT AND GO NORTHWEST ON U.S. HIGHWAY 84 FOR 3.8 MILES TO
 CU1036'FARM ROAD 1611, CONTINUE ON THE HIGHWAY FOR 2.5 MILES TO FARM
 CU1036'ROAD 1142, TURN RIGHT AND GO NORTH ON FARM ROAD 1142 FOR 2.7
 CU1036'MILES TO A CROSSROAD, TURN RIGHT AND GO EAST ON A DIRT ROAD
 CU1036'FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST
 CU1036'ON THE ROAD FOR 0.4 MILE TO A CATTLEGUARD AND THE STATION
 CU1036'AS DESCRIBED.
 CU1036'
 CU1036'STATION MARK IS A STANDARD DISK, STAMPED ENNIS 1968, SET IN
 CU1036'THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 5
 CU1036'INCHES ABOVE THE GROUND SURFACE.  IT IS 116.5 FEET EAST OF THE
 CU1036'CENTER OF A CATTLEGUARD, 37 FEET NORTH OF THE CENTER OF A
 CU1036'BLADED ROAD AND 14 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 CU1036'
 CU1036'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ENNIS NO 1 1968,
 CU1036'SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT
 CU1036'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 80 FEET SOUTHEAST OF
 CU1036'THE WITNESS POST, 61.8 FEET SOUTH OF A FENCE AND 20.5 FEET
 CU1036'NORTHEAST OF THE CENTER OF THE ROAD.
 CU1036'
 CU1036'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 CU1036'STAMPED 2557 18 JM 1953 TT, SET IN THE TOP OF A 6-INCH CONCRETE
 CU1036'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 64 FEET
 CU1036'EAST OF THE CENTER OF A CATTLEGUARD, 25.5 FEET NORTH OF THE
 CU1036'CENTER OF A CATTLEGUARD AND IS 3.8 FEET NORTH OF A 2 X 4 WOODEN
 CU1036'WITNESS POST.
 CU1036'
 CU1036'AZIMUTH MARK IS A STANDARD DISK, STAMPED ENNIS 1968, SET IN
 CU1036'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 CU1036'WITH THE GROUND SURFACE.  IT IS 73 FEET EAST OF A POWERLINE
 CU1036'POLE, 35 FEET SOUTH OF THE CENTER OF A BLADED ROAD AND 2.1 FEET
 CU1036'NORTH-NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2677 ***********************************************************************
 CS2677  DESIGNATION -  ENNIS CITY WATER WORKS TANK
 CS2677  PID         -  CS2677
 CS2677  STATE/COUNTY-  TX/ELLIS
 CS2677  USGS QUAD   -  ENNIS EAST (1978)
 CS2677
 CS2677                         *CURRENT SURVEY CONTROL
 CS2677  ___________________________________________________________________
 CS2677* NAD 83(1993)-  32 19 34.38966(N)    096 37 21.69070(W)     ADJUSTED  
 CS2677* NAVD 88     -                                                        
 CS2677  ___________________________________________________________________
 CS2677  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 CS2677  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CS2677
 CS2677  HORZ ORDER  -  THIRD
 CS2677
 CS2677.The horizontal coordinates were established by classical geodetic methods
 CS2677.and adjusted by the National Geodetic Survey in February 1996..
 CS2677
 CS2677
 CS2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2677
 CS2677.The geoid height was determined by GEOID03.
 CS2677
 CS2677;                    North         East     Units Scale Factor Converg.
 CS2677;SPC TXNC     - 2,074,718.277   776,743.931   MT  0.99995216   +1 01 25.9
 CS2677;SPC TXNC     - 6,806,804.88  2,548,367.38   sFT  0.99995216   +1 01 25.9
 CS2677;UTM  14      - 3,579,078.975   723,778.482   MT  1.00021757   +1 16 18.4
 CS2677
 CS2677                          SUPERSEDED SURVEY CONTROL
 CS2677
 CS2677  NAD 83(1986)-  32 19 34.39723(N)    096 37 21.67249(W) AD(       ) 4
 CS2677  NAD 27      -  32 19 33.87600(N)    096 37 20.70900(W) AD(       ) 3
 CS2677
 CS2677.Superseded values are not recommended for survey control.
 CS2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2677.See file dsdata.txt to determine how the superseded data were derived.
 CS2677
 CS2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2377879079(NAD 83)
 CS2677_MARKER: 51 = TANK
 CS2677
 CS2677  HISTORY     - Date     Condition        Report By
 CS2677  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2677  HISTORY     - 1952     GOOD             CGS
 CS2677  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS2677
 CS2677                          STATION DESCRIPTION
 CS2677
 CS2677'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2677'THE STATION IS LOCATED IN THE SOUTHEAST PART OF ENNIS ABOUT
 CS2677'110 FEET NORTH OF WACO STREET AND 55 FEET EAST OF U.S. HIGHWAY
 CS2677'75.  IT IS A 4 LEGGED, SILVER PAINTED, STEEL WATER TANK ABOUT
 CS2677'110 FEET HIGH.
 CS2677'
 CS2677'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2677
 CS2677                          STATION RECOVERY (1952)
 CS2677
 CS2677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (FJ)
 CS2677'TANK IS 63.5 FT WEST OF CENTERLINE OF U.S. 75.  DESCRIPTION
 CS2677'IN THIS OFFICE SAYS TANK IS EAST OF U.S. 75.
 CS2677
 CS2677                          STATION RECOVERY (2002)
 CS2677
 CS2677'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAS)
 CS2677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2680 ***********************************************************************
 CS2680  DESIGNATION -  ENNIS FIRST METHODIST CHURCH
 CS2680  PID         -  CS2680
 CS2680  STATE/COUNTY-  TX/ELLIS
 CS2680  USGS QUAD   -  ENNIS WEST (1978)
 CS2680
 CS2680                         *CURRENT SURVEY CONTROL
 CS2680  ___________________________________________________________________
 CS2680* NAD 83(1993)-  32 19 32.45946(N)    096 37 36.33881(W)     ADJUSTED  
 CS2680* NAVD 88     -                                                        
 CS2680  ___________________________________________________________________
 CS2680  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 CS2680  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CS2680
 CS2680  HORZ ORDER  -  THIRD
 CS2680
 CS2680.The horizontal coordinates were established by classical geodetic methods
 CS2680.and adjusted by the National Geodetic Survey in February 1996..
 CS2680
 CS2680
 CS2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2680
 CS2680.The geoid height was determined by GEOID03.
 CS2680
 CS2680;                    North         East     Units Scale Factor Converg.
 CS2680;SPC TXNC     - 2,074,651.994   776,361.953   MT  0.99995228   +1 01 18.0
 CS2680;SPC TXNC     - 6,806,587.42  2,547,114.17   sFT  0.99995228   +1 01 18.0
 CS2680;UTM  14      - 3,579,011.022   723,396.693   MT  1.00021547   +1 16 10.5
 CS2680
 CS2680                          SUPERSEDED SURVEY CONTROL
 CS2680
 CS2680  NAD 83(1986)-  32 19 32.46702(N)    096 37 36.32057(W) AD(       ) 4
 CS2680  NAD 27      -  32 19 31.94300(N)    096 37 35.35600(W) AD(       ) 3
 CS2680
 CS2680.Superseded values are not recommended for survey control.
 CS2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2680.See file dsdata.txt to determine how the superseded data were derived.
 CS2680
 CS2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2339779011(NAD 83)
 CS2680_MARKER: 90 = CHURCH SPIRE
 CS2680
 CS2680  HISTORY     - Date     Condition        Report By
 CS2680  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2680  HISTORY     - 20020126 GOOD             USPSQD
 CS2680
 CS2680                          STATION DESCRIPTION
 CS2680
 CS2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2680'THE STATION IS LOCATED ON NORTHWEST CORNER OF FIRST METHODIST
 CS2680'CHURCH IN ENNIS.  THE CHURCH IS LOCATED IN NORTHWEST CORNER
 CS2680'OF BLOCK AT THE INTERSECTION OF DALLAS AND CROCKETT STREETS.
 CS2680'IT IS THE TALLEST OF 4 SPIRES ON THE CHURCH AND IS ABOUT
 CS2680'65 FEET HIGH.
 CS2680'
 CS2680'THE POINT INTERSECTED WAS THE TIP OF THE SPIRE.
 CS2680
 CS2680                          STATION RECOVERY (2002)
 CS2680
 CS2680'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS2680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2676 ***********************************************************************
 CS2676  DESIGNATION -  ENNIS PLANTERS COTTON MILL STK
 CS2676  PID         -  CS2676
 CS2676  STATE/COUNTY-  TX/ELLIS
 CS2676  USGS QUAD   -  ENNIS EAST (1978)
 CS2676
 CS2676                         *CURRENT SURVEY CONTROL
 CS2676  ___________________________________________________________________
 CS2676* NAD 83(1993)-  32 19 19.10696(N)    096 37 14.25253(W)     ADJUSTED  
 CS2676* NAVD 88     -                                                        
 CS2676  ___________________________________________________________________
 CS2676  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 CS2676  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CS2676
 CS2676  HORZ ORDER  -  THIRD
 CS2676
 CS2676.The horizontal coordinates were established by classical geodetic methods
 CS2676.and adjusted by the National Geodetic Survey in February 1996..
 CS2676
 CS2676
 CS2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2676
 CS2676.The geoid height was determined by GEOID03.
 CS2676
 CS2676;                    North         East     Units Scale Factor Converg.
 CS2676;SPC TXNC     - 2,074,251.092   776,946.855   MT  0.99995310   +1 01 30.0
 CS2676;SPC TXNC     - 6,805,272.12  2,549,033.14   sFT  0.99995310   +1 01 30.0
 CS2676;UTM  14      - 3,578,612.549   723,983.479   MT  1.00021871   +1 16 21.8
 CS2676
 CS2676                          SUPERSEDED SURVEY CONTROL
 CS2676
 CS2676  NAD 83(1986)-  32 19 19.11453(N)    096 37 14.23431(W) AD(       ) 4
 CS2676  NAD 27      -  32 19 18.59300(N)    096 37 13.26900(W) AD(       ) 3
 CS2676
 CS2676.Superseded values are not recommended for survey control.
 CS2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2676.See file dsdata.txt to determine how the superseded data were derived.
 CS2676
 CS2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2398378613(NAD 83)
 CS2676_MARKER: 63 = STACK
 CS2676
 CS2676  HISTORY     - Date     Condition        Report By
 CS2676  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2676  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS2676
 CS2676                          STATION DESCRIPTION
 CS2676
 CS2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2676'THE STATION IS LOCATED IN THE EAST PART OF ENNIS.  IT IS A
 CS2676'BRICK SMOKE STACK ABOUT 110 FEET HIGH, 12 FEET IN DIAMETER
 CS2676'AT THE BASE AND 7 FEET ACROSS AT THE TOP.  IT IS JUST 6 FEET
 CS2676'NORTH OF THE MAIN MILL BUILDING.
 CS2676'
 CS2676'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 CS2676
 CS2676                          STATION RECOVERY (2002)
 CS2676
 CS2676'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAS)
 CS2676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2681 ***********************************************************************
 CS2681  DESIGNATION -  ENNIS TAG CO WATER TANK
 CS2681  PID         -  CS2681
 CS2681  STATE/COUNTY-  TX/ELLIS
 CS2681  USGS QUAD   -  ENNIS WEST (1978)
 CS2681
 CS2681                         *CURRENT SURVEY CONTROL
 CS2681  ___________________________________________________________________
 CS2681* NAD 83(1993)-  32 19 47.96738(N)    096 37 32.95906(W)     ADJUSTED  
 CS2681* NAVD 88     -                                                        
 CS2681  ___________________________________________________________________
 CS2681  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 CS2681  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CS2681
 CS2681  HORZ ORDER  -  THIRD
 CS2681
 CS2681.The horizontal coordinates were established by classical geodetic methods
 CS2681.and adjusted by the National Geodetic Survey in February 1996..
 CS2681
 CS2681
 CS2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2681
 CS2681.The geoid height was determined by GEOID03.
 CS2681
 CS2681;                    North         East     Units Scale Factor Converg.
 CS2681;SPC TXNC     - 2,075,131.169   776,441.811   MT  0.99995134   +1 01 19.8
 CS2681;SPC TXNC     - 6,808,159.51  2,547,376.17   sFT  0.99995134   +1 01 19.8
 CS2681;UTM  14      - 3,579,490.665   723,474.496   MT  1.00021590   +1 16 12.8
 CS2681
 CS2681                          SUPERSEDED SURVEY CONTROL
 CS2681
 CS2681  NAD 83(1986)-  32 19 47.97492(N)    096 37 32.94081(W) AD(       ) 4
 CS2681  NAD 27      -  32 19 47.46000(N)    096 37 31.98000(W) AD(       ) 3
 CS2681
 CS2681.Superseded values are not recommended for survey control.
 CS2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2681.See file dsdata.txt to determine how the superseded data were derived.
 CS2681
 CS2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2347479491(NAD 83)
 CS2681_MARKER: 51 = TANK
 CS2681
 CS2681  HISTORY     - Date     Condition        Report By
 CS2681  HISTORY     - 1949     FIRST OBSERVED   CGS
 CS2681  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS2681
 CS2681                          STATION DESCRIPTION
 CS2681
 CS2681'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2679 ***********************************************************************
 CS2679  DESIGNATION -  ENNIS TOWER HILL WATER TANK
 CS2679  PID         -  CS2679
 CS2679  STATE/COUNTY-  TX/ELLIS
 CS2679  USGS QUAD   -  ENNIS WEST (1978)
 CS2679
 CS2679                         *CURRENT SURVEY CONTROL
 CS2679  ___________________________________________________________________
 CS2679* NAD 83(1993)-  32 20 19.18897(N)    096 38 17.05516(W)     ADJUSTED  
 CS2679* NAVD 88     -                                                        
 CS2679  ___________________________________________________________________
 CS2679  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 CS2679  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CS2679
 CS2679  HORZ ORDER  -  THIRD
 CS2679
 CS2679.The horizontal coordinates were established by classical geodetic methods
 CS2679.and adjusted by the National Geodetic Survey in February 1996..
 CS2679
 CS2679
 CS2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2679
 CS2679.The geoid height was determined by GEOID03.
 CS2679
 CS2679;                    North         East     Units Scale Factor Converg.
 CS2679;SPC TXNC     - 2,076,072.200   775,271.731   MT  0.99994946   +1 00 55.7
 CS2679;SPC TXNC     - 6,811,246.88  2,543,537.34   sFT  0.99994946   +1 00 55.7
 CS2679;UTM  14      - 3,580,426.863   722,300.042   MT  1.00020944   +1 15 50.3
 CS2679
 CS2679                          SUPERSEDED SURVEY CONTROL
 CS2679
 CS2679  NAD 83(1986)-  32 20 19.19644(N)    096 38 17.03693(W) AD(       ) 4
 CS2679  NAD 27      -  32 20 18.67800(N)    096 38 16.07300(W) AD(       ) 3
 CS2679
 CS2679.Superseded values are not recommended for survey control.
 CS2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2679.See file dsdata.txt to determine how the superseded data were derived.
 CS2679
 CS2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2230080427(NAD 83)
 CS2679_MARKER: 53 = ELEVATED TANK
 CS2679
 CS2679  HISTORY     - Date     Condition        Report By
 CS2679  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2679  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS2679
 CS2679                          STATION DESCRIPTION
 CS2679
 CS2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2679'THE STATION IS LOCATED IN THE TOWER HILL ADDITION OF ENNIS
 CS2679'ABOUT 85 FEET EAST-NORTHEAST OF THE INTERSECTION OF SHERMAN
 CS2679'AND LAKE STREETS AND NEAR THE SOUTHERN PACIFIC RAILWAY ROUNDHOUSE.
 CS2679'IT IS A 4 LEGGED, SILVER PAINTED STEEL WATER TANK ABOUT 110
 CS2679'FEET HIGH.
 CS2679'
 CS2679'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2679
 CS2679                          STATION RECOVERY (2002)
 CS2679
 CS2679'RECOVERY NOTE BY US POWER SQUADRON 2002 (JKB)
 CS2679'TANK HAS BEEN DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0074 ***********************************************************************
 BL0074  DESIGNATION -  ENON AZ MK
 BL0074  PID         -  BL0074
 BL0074  STATE/COUNTY-  TX/TYLER
 BL0074  USGS QUAD   -  COLMESNEIL (1984)
 BL0074
 BL0074                         *CURRENT SURVEY CONTROL
 BL0074  ___________________________________________________________________
 BL0074* NAD 83(1986)-  30 56 03.     (N)    094 29 54.     (W)     SCALED    
 BL0074* NAVD 88     -       110.15   (+/-2cm)     361.4    (feet)  VERTCON   
 BL0074  ___________________________________________________________________
 BL0074  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BL0074
 BL0074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0074
 BL0074.The horizontal coordinates were scaled from a topographic map and have
 BL0074.an estimated accuracy of +/- 6 seconds.
 BL0074
 BL0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0074.The vertical order pertains to the NGVD 29 superseded value.
 BL0074
 BL0074.The geoid height was determined by GEOID03.
 BL0074
 BL0074;                    North         East    Units  Estimated Accuracy
 BL0074;SPC TX C     - 3,155,130.    1,257,330.      MT  (+/- 180 meters Scaled)
 BL0074
 BL0074                          SUPERSEDED SURVEY CONTROL
 BL0074
 BL0074  NGVD 29 (??/??/92)  110.159  (m)          361.41   (f) ADJ UNCH    2 0
 BL0074
 BL0074.Superseded values are not recommended for survey control.
 BL0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0074.See file dsdata.txt to determine how the superseded data were derived.
 BL0074
 BL0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ568232(NAD 83)
 BL0074_MARKER: DZ = AZIMUTH MARK DISK
 BL0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0074_STAMPING: ENON 1949
 BL0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0074+STABILITY: SURFACE MOTION
 BL0074
 BL0074  HISTORY     - Date     Condition        Report By
 BL0074  HISTORY     - 1949     MONUMENTED       CGS
 BL0074
 BL0074                          STATION DESCRIPTION
 BL0074
 BL0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0074'5.75 MI NW FROM COLMESNEIL.
 BL0074'0.6 MILES WEST ALONG FARM ROAD NO. 256 FROM THE JUNCTION OF NO. 256
 BL0074'AND U.S. HIGHWAY NO. 69 AT COLMESNEIL, THENCE 0.4 MILE WEST ALONG A
 BL0074'DIRT ROAD, THENCE 4.75 MILES NORTHWEST ALONG A DIRT ROAD, 0.6 MILE
 BL0074'SOUTHEAST OF A Y-JUNCTION OF DIRT ROADS, ON THE OUTSIDE OF A CURVE
 BL0074'WITH TANGENTS LEADING NORTHWEST AND NORTHEAST, ABOUT 200.0 FEET WEST
 BL0074'OF A WOODS ROAD LEADING SOUTHEAST INTO THE WOODS, 75.8 FEET WEST OF A
 BL0074'12-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE,
 BL0074'25.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHEAST OF
 BL0074'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BL0074'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0069 ***********************************************************************
 BL0069  DESIGNATION -  ENON RESET 1966
 BL0069  PID         -  BL0069
 BL0069  STATE/COUNTY-  TX/TYLER
 BL0069  USGS QUAD   -  COLMESNEIL (1984)
 BL0069
 BL0069                         *CURRENT SURVEY CONTROL
 BL0069  ___________________________________________________________________
 BL0069* NAD 83(1986)-  30 56 07.     (N)    094 29 28.     (W)     SCALED    
 BL0069* NAVD 88     -       119.04   (+/-2cm)     390.6    (feet)  VERTCON   
 BL0069  ___________________________________________________________________
 BL0069  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BL0069
 BL0069  VERT ORDER  -  THIRD (See Below)
 BL0069
 BL0069.The horizontal coordinates were scaled from a topographic map and have
 BL0069.an estimated accuracy of +/- 6 seconds.
 BL0069
 BL0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0069.The vertical order pertains to the NGVD 29 superseded value.
 BL0069
 BL0069.The geoid height was determined by GEOID03.
 BL0069
 BL0069;                    North         East    Units  Estimated Accuracy
 BL0069;SPC TX C     - 3,155,290.    1,258,010.      MT  (+/- 180 meters Scaled)
 BL0069
 BL0069                          SUPERSEDED SURVEY CONTROL
 BL0069
 BL0069  NGVD 29 (01/29/03)  119.05   (m)          390.6    (f) RESET       3  
 BL0069
 BL0069.Superseded values are not recommended for survey control.
 BL0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0069.See file dsdata.txt to determine how the superseded data were derived.
 BL0069
 BL0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ575233(NAD 83)
 BL0069_MARKER: DS = TRIANGULATION STATION DISK
 BL0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0069_STAMPING: ENON 1949 1966
 BL0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0069+STABILITY: SURFACE MOTION
 BL0069
 BL0069  HISTORY     - Date     Condition        Report By
 BL0069  HISTORY     - 1966     MONUMENTED       CGS
 BL0069
 BL0069                          STATION DESCRIPTION
 BL0069
 BL0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BL0069'5.3 MI NW FROM COLMESNEIL.
 BL0069'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 256 FROM THE JUNCTION OF U. S.
 BL0069'HIGHWAY 69 IN COLMESNEIL, THENCE 4.25 MILES NORTHWEST ALONG F. M.
 BL0069'HIGHWAY 1745 TO SITE OF BENCH MARK, 46 FEET SOUTH OF THE CENTER LINE
 BL0069'OF THE HIGHWAY, 19 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, AND 1
 BL0069'FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS 56.16 FEET NORTHWEST OF
 BL0069'REFERENCE MARK NO.3, AND 48.68 FEET NORTHEAST OF REFERENCE MARK NO. 4.
 BL0069'A STANDARD TRIANGULATION STATION DISK SET IN A 14 X 14 IN. CONCRETE
 BL0069'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0072 ***********************************************************************
 BL0072  DESIGNATION -  ENON RM 3
 BL0072  PID         -  BL0072
 BL0072  STATE/COUNTY-  TX/TYLER
 BL0072  USGS QUAD   -  COLMESNEIL (1984)
 BL0072
 BL0072                         *CURRENT SURVEY CONTROL
 BL0072  ___________________________________________________________________
 BL0072* NAD 83(1986)-  30 56 04.     (N)    094 29 54.     (W)     SCALED    
 BL0072* NAVD 88     -       119.72   (+/-2cm)     392.8    (feet)  VERTCON   
 BL0072  ___________________________________________________________________
 BL0072  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BL0072
 BL0072  VERT ORDER  -  THIRD (See Below)
 BL0072
 BL0072.The horizontal coordinates were scaled from a topographic map and have
 BL0072.an estimated accuracy of +/- 6 seconds.
 BL0072
 BL0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0072.The vertical order pertains to the NGVD 29 superseded value.
 BL0072
 BL0072.The geoid height was determined by GEOID03.
 BL0072
 BL0072;                    North         East    Units  Estimated Accuracy
 BL0072;SPC TX C     - 3,155,160.    1,257,330.      MT  (+/- 180 meters Scaled)
 BL0072
 BL0072                          SUPERSEDED SURVEY CONTROL
 BL0072
 BL0072  NGVD 29 (01/29/03)  119.73   (m)          392.8    (f) RESET       3  
 BL0072
 BL0072.Superseded values are not recommended for survey control.
 BL0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0072.See file dsdata.txt to determine how the superseded data were derived.
 BL0072
 BL0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ568232(NAD 83)
 BL0072_MARKER: DR = REFERENCE MARK DISK
 BL0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0072_STAMPING: ENON 1949 NO 3 1966
 BL0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0072+STABILITY: SURFACE MOTION
 BL0072
 BL0072  HISTORY     - Date     Condition        Report By
 BL0072  HISTORY     - 1966     MONUMENTED       CGS
 BL0072
 BL0072                          STATION DESCRIPTION
 BL0072
 BL0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BL0072'5.3 MI NW FROM COLMESNEIL.
 BL0072'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 256 FROM THE JUNCTION OF U. S.
 BL0072'HIGHWAY 69 IN COLMESNEIL, THENCE 4.25 MILES NORTHWEST ALONG F. M.
 BL0072'HIGHWAY 1745 TO SITE OF BENCH MARK, 64 FEET SOUTH OF THE CENTER LINE
 BL0072'OF HIGHWAY AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE.  IT IS
 BL0072'56.16 FEET SOUTHEAST OF TRIANGULATION STATION ENON.  A STANDARD
 BL0072'REFREENCE MARK DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS
 BL0072'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0073 ***********************************************************************
 BL0073  DESIGNATION -  ENON RM 4
 BL0073  PID         -  BL0073
 BL0073  STATE/COUNTY-  TX/TYLER
 BL0073  USGS QUAD   -  COLMESNEIL (1984)
 BL0073
 BL0073                         *CURRENT SURVEY CONTROL
 BL0073  ___________________________________________________________________
 BL0073* NAD 83(1986)-  30 56 09.     (N)    094 29 26.     (W)     SCALED    
 BL0073* NAVD 88     -       119.44   (+/-2cm)     391.9    (feet)  VERTCON   
 BL0073  ___________________________________________________________________
 BL0073  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BL0073
 BL0073  VERT ORDER  -  THIRD (See Below)
 BL0073
 BL0073.The horizontal coordinates were scaled from a topographic map and have
 BL0073.an estimated accuracy of +/- 6 seconds.
 BL0073
 BL0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0073.The vertical order pertains to the NGVD 29 superseded value.
 BL0073
 BL0073.The geoid height was determined by GEOID03.
 BL0073
 BL0073;                    North         East    Units  Estimated Accuracy
 BL0073;SPC TX C     - 3,155,350.    1,258,060.      MT  (+/- 180 meters Scaled)
 BL0073
 BL0073                          SUPERSEDED SURVEY CONTROL
 BL0073
 BL0073  NGVD 29 (01/29/03)  119.44   (m)          391.9    (f) RESET       3  
 BL0073
 BL0073.Superseded values are not recommended for survey control.
 BL0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0073.See file dsdata.txt to determine how the superseded data were derived.
 BL0073
 BL0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ576234(NAD 83)
 BL0073_MARKER: DR = REFERENCE MARK DISK
 BL0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0073_STAMPING: ENON 1949 NO 4 1966
 BL0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0073+STABILITY: SURFACE MOTION
 BL0073
 BL0073  HISTORY     - Date     Condition        Report By
 BL0073  HISTORY     - 1966     MONUMENTED       CGS
 BL0073
 BL0073                          STATION DESCRIPTION
 BL0073
 BL0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BL0073'5.3 MI NW FROM COLMESNEIL.
 BL0073'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 256 FROM THE JUNCTION OF U. S.
 BL0073'HIGHWAY 69 IN COLMESNEIL, THENCE 4.25 MILES NORTHWEST ALONG F. M.
 BL0073'HIGHWAY 1745 TO SITE OF BENCH MARK, 64 FEET SOUTH OF THE CENTER LINE
 BL0073'OF HIGHWAY AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE.  IT IS
 BL0073'48.68 FEET SOUTHWEST OF TRIANGULATION STATION ENON.  A STANDARD
 BL0073'REFERENCE MARK DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS
 BL0073'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0854 ***********************************************************************
 CB0854  DESIGNATION -  EOLA WATER TANK SEC
 CB0854  PID         -  CB0854
 CB0854  STATE/COUNTY-  TX/CONCHO
 CB0854  USGS QUAD   -  EOLA (1984)
 CB0854
 CB0854                         *CURRENT SURVEY CONTROL
 CB0854  ___________________________________________________________________
 CB0854* NAD 83(1993)-  31 23 40.91761(N)    100 05 25.36981(W)     ADJUSTED  
 CB0854* NAVD 88     -                                                        
 CB0854  ___________________________________________________________________
 CB0854  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CB0854  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0854
 CB0854  HORZ ORDER  -  THIRD
 CB0854
 CB0854.The horizontal coordinates were established by classical geodetic methods
 CB0854.and adjusted by the National Geodetic Survey in February 1996..
 CB0854
 CB0854
 CB0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0854
 CB0854.The geoid height was determined by GEOID03.
 CB0854
 CB0854;                    North         East     Units Scale Factor Converg.
 CB0854;SPC TX C     - 3,191,588.438   723,104.703   MT  0.99990522   +0 07 30.5
 CB0854;SPC TX C     -10,471,069.73  2,372,386.01   sFT  0.99990522   +0 07 30.5
 CB0854;UTM  14      - 3,473,859.770   396,333.998   MT  0.99973255   -0 34 05.0
 CB0854
 CB0854                          SUPERSEDED SURVEY CONTROL
 CB0854
 CB0854  NAD 83(1986)-  31 23 40.92500(N)    100 05 25.35544(W) AD(       ) 4
 CB0854  NAD 27      -  31 23 40.34332(N)    100 05 24.06686(W) AD(       ) 3
 CB0854
 CB0854.Superseded values are not recommended for survey control.
 CB0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0854.See file dsdata.txt to determine how the superseded data were derived.
 CB0854
 CB0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV9633473860(NAD 83)
 CB0854_MARKER: 51 = TANK
 CB0854
 CB0854  HISTORY     - Date     Condition        Report By
 CB0854  HISTORY     - 1956     FIRST OBSERVED   USGS
 CB0854
 CB0854                          STATION DESCRIPTION
 CB0854
 CB0854'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0854'AN INTERSECTED STATION LOCATED IN THE SW. PART OF THE TOWN OF EOLA,
 CB0854'223 FT. N. OF A CEMETERY, 200 FT. W. OF CENTER OF FARM ROAD 381 AND
 CB0854'ON THE GROUNDS OF A LARGE COTTON GINNING PLANT AND WAREHOUSE.
 CB0854'
 CB0854'THE TANK IS A SMALL CYLINDRICAL FLAT TOPPED STEEL TANK ABOUT 45 FT.
 CB0854'HIGH AND IS SUPPORTED ON A STEEL PIPE TOWER.
 CB0854'
 CB0854'POINT INTERSECTED--CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1049 ***********************************************************************
 CT1049  DESIGNATION -  EOLIAN
 CT1049  PID         -  CT1049
 CT1049  STATE/COUNTY-  TX/STEPHENS
 CT1049  USGS QUAD   -  EOLIAN (1987)
 CT1049
 CT1049                         *CURRENT SURVEY CONTROL
 CT1049  ___________________________________________________________________
 CT1049* NAD 83(1993)-  32 39 55.51371(N)    099 02 14.59971(W)     ADJUSTED  
 CT1049* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 CT1049  ___________________________________________________________________
 CT1049  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CT1049  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CT1049
 CT1049  HORZ ORDER  -  THIRD
 CT1049
 CT1049.The horizontal coordinates were established by classical geodetic methods
 CT1049.and adjusted by the National Geodetic Survey in February 1996..
 CT1049
 CT1049.The orthometric height was scaled from a topographic map.
 CT1049
 CT1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1049
 CT1049.The geoid height was determined by GEOID03.
 CT1049
 CT1049;                    North         East     Units Scale Factor Converg.
 CT1049;SPC TXNC     - 2,110,880.856   549,596.100   MT  0.99989520   -0 17 35.1
 CT1049;SPC TXNC     - 6,925,448.28  1,803,133.20   sFT  0.99989520   -0 17 35.1
 CT1049;UTM  14      - 3,614,197.037   496,494.170   MT  0.99960015   -0 01 12.6
 CT1049
 CT1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1049!SPC TXNC     -   0.99994050  x   0.99989520  =   0.99983570
 CT1049!UTM  14      -   0.99994050  x   0.99960015  =   0.99954067
 CT1049
 CT1049:                Primary Azimuth Mark                     Grid Az
 CT1049:SPC TXNC     -  HOG                                      066 47 39.3
 CT1049:UTM  14      -  HOG                                      066 31 16.8
 CT1049
 CT1049|---------------------------------------------------------------------|
 CT1049| PID    Reference Object                     Distance      Geod. Az  |
 CT1049|                                                           dddmmss.s |
 CT1049| CT1038 HOG                                 APPROX. 6.7 KM 0663004.2 |
 CT1049|---------------------------------------------------------------------|
 CT1049
 CT1049                          SUPERSEDED SURVEY CONTROL
 CT1049
 CT1049  NAD 83(1986)-  32 39 55.52427(N)    099 02 14.59942(W) AD(       ) 3
 CT1049  NAD 27      -  32 39 55.08075(N)    099 02 13.35338(W) AD(       ) 3
 CT1049
 CT1049.Superseded values are not recommended for survey control.
 CT1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1049.See file dsdata.txt to determine how the superseded data were derived.
 CT1049
 CT1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB9649414197(NAD 83)
 CT1049_MARKER: DD = SURVEY DISK
 CT1049_SETTING: 80 = SET IN A BOULDER
 CT1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1049+STABILITY: SURFACE MOTION
 CT1049
 CT1049  HISTORY     - Date     Condition        Report By
 CT1049  HISTORY     - 1960     MONUMENTED       USGS
 CT1049
 CT1049                          STATION DESCRIPTION
 CT1049
 CT1049'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CT1049'STATION LIES ABOUT 6.0 MI. S. AND 8.0 MI. W. OF BRECKENRIDGE, TEXAS,
 CT1049'0.2 MI. NW. OF FEEDING TROUGHS, ON A NEWLY CLEARED HILL TOP.  THERE
 CT1049'IS HIGHER HILL ABOUT 0.5 MI. SW.
 CT1049'
 CT1049'TO REACH FROM THE POST OFFICE IN BRECKENRIDGE, PROCEED S. ALONG U.S.
 CT1049'HIGHWAY 183 FOR 5.5 MI. TO TEXAS FARM ROAD 576, THENCE W. ALONG STATE
 CT1049'ROAD 576 FOR 9.1 MI. TO PRIVATE RD. N., TURN RIGHT (N.) ON PRIVATE
 CT1049'RD., PASSING W. OF FARM HOUSE AND E. OF STOCK TANK 0.3 MI. TO RD.
 CT1049'FORK, GO RIGHT (NE.) 0.1 MI. TO RD. FORK, CONTINUE LEFT (NE.) 0.5 MI.
 CT1049'TO GATE IN N-S. FENCE LINE, CONTINUE NE. THROUGH GATE 0.5 MI. TO
 CT1049'FEEDING TROUGHS, PROCEED ON FOOT TO STATION.
 CT1049'
 CT1049'STATION MARK--STANDARD TABLET CEMENTED IN BOULDER PROJECTING 5 IN.
 CT1049'ABOVE GROUND, STAMPED ---EOLIAN 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1133 ***********************************************************************
 CU1133  DESIGNATION -  EPLEY
 CU1133  PID         -  CU1133
 CU1133  STATE/COUNTY-  TX/MARTIN
 CU1133  USGS QUAD   -  LENORAH EAST (1966)
 CU1133
 CU1133                         *CURRENT SURVEY CONTROL
 CU1133  ___________________________________________________________________
 CU1133* NAD 83(1993)-  32 16 32.54492(N)    101 52 14.12577(W)     ADJUSTED  
 CU1133* NAVD 88     -       869.5    (meters)    2853.     (feet)  VERTCON   
 CU1133  ___________________________________________________________________
 CU1133  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 CU1133  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 CU1133
 CU1133  HORZ ORDER  -  FIRST
 CU1133
 CU1133.The horizontal coordinates were established by classical geodetic methods
 CU1133.and adjusted by the National Geodetic Survey in February 1996..
 CU1133
 CU1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1133
 CU1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1133
 CU1133.The geoid height was determined by GEOID03.
 CU1133
 CU1133;                    North         East     Units Scale Factor Converg.
 CU1133;SPC TXNC     - 2,072,631.273   282,525.093   MT  0.99996361   -1 50 17.9
 CU1133;SPC TXNC     - 6,799,957.77    926,917.74   sFT  0.99996361   -1 50 17.9
 CU1133;UTM  14      - 3,574,615.051   229,622.911   MT  1.00050161   -1 32 01.7
 CU1133
 CU1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1133!SPC TXNC     -   0.99986741  x   0.99996361  =   0.99983103
 CU1133!UTM  14      -   0.99986741  x   1.00050161  =   1.00036895
 CU1133
 CU1133:                Primary Azimuth Mark                     Grid Az
 CU1133:SPC TXNC     -  EPLEY RM 1 AZIMUTH                       021 26 03.9
 CU1133:UTM  14      -  EPLEY RM 1 AZIMUTH                       021 07 47.7
 CU1133
 CU1133|---------------------------------------------------------------------|
 CU1133| PID    Reference Object                     Distance      Geod. Az  |
 CU1133|                                                           dddmmss.s |
 CU1133| CH9306 EPLEY RM 1 AZIMUTH                  460.600 METERS 0193546.0 |
 CU1133| CH8404 BIG SPRING AIRPORT BEACON                          0980833.3 |
 CU1133| CU1128 STANTON MUNICIPAL TANK              APPROX.17.6 KM 1545455.1 |
 CU1133| CU1129 STANTON MARTIN CO CTHSE DOME        APPROX.17.7 KM 1545401.1 |
 CU1133| CH9305 EPLEY RM                             20.700 METERS 26945     |
 CU1133|---------------------------------------------------------------------|
 CU1133
 CU1133                          SUPERSEDED SURVEY CONTROL
 CU1133
 CU1133  NAD 83(1986)-  32 16 32.55008(N)    101 52 14.11779(W) AD(       ) 1
 CU1133  NAD 27      -  32 16 32.12700(N)    101 52 12.63400(W) AD(       ) 1
 CU1133  NGVD 29 (07/19/86)  869.2    (m)         2852.     (f) VERT ANG       
 CU1133
 CU1133.Superseded values are not recommended for survey control.
 CU1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1133.See file dsdata.txt to determine how the superseded data were derived.
 CU1133
 CU1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA2962374615(NAD 83)
 CU1133_MARKER: Z = SEE DESCRIPTION
 CU1133_SETTING: 0 = UNSPECIFIED SETTING
 CU1133
 CU1133  HISTORY     - Date     Condition        Report By
 CU1133  HISTORY     - 1909     MONUMENTED       CGS
 CU1133  HISTORY     - 1932     GOOD             CGS
 CU1133  HISTORY     - 1937     GOOD             LOCENG
 CU1133  HISTORY     - 1938     GOOD             TXHD
 CU1133  HISTORY     - 1952     GOOD             PHILIP
 CU1133  HISTORY     - 1964     MARK NOT FOUND   CGS
 CU1133  HISTORY     - 1966     MARK NOT FOUND   USGS
 CU1133  HISTORY     - 1970     MARK NOT FOUND   NGS
 CU1133
 CU1133                          STATION DESCRIPTION
 CU1133
 CU1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CU1133'ELEVEN MILES DIRECT, OR 12-1/2 MILES BY ROAD NNW FROM STANTON,
 CU1133'A TOWN ON THE TEXAS AND PACIFIC RAILWAY, 1.25 MILES W OF THE
 CU1133'STANTON-LAMESA PUBLIC ROAD, ON THE HIGHEST ELEVATION IN THE
 CU1133'VICINITY AND ON LAND OWNED BY A MR. NORTON, OF NEW YORK.
 CU1133'
 CU1133'SURFACE MARK IS CAP STATION MARK ON A 3-INCH IRON PIPE 30
 CU1133'INCHES LONG WHICH IS EMBEDDED IN A CYLINDER OF CONCRETE 20
 CU1133'INCHES IN DIAMETER AND 30 INCHES LONG.
 CU1133'
 CU1133'UNDERGROUND MARK IS LARGE NAIL 30 INCHES BELOW THE SURFACE OF
 CU1133'THE GROUND AND PROJECTING ABOVE THE SURFACE OF THE CONCRETE
 CU1133'THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER AND 12 INCHES
 CU1133'LONG WHICH IS EMBEDDED IN AN IRREGULAR MASS OF CONCRETE.
 CU1133'
 CU1133'REFERENCE MARK IS THE POINT OF A LARGE NAIL PROJECTING ABOVE
 CU1133'CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER SET
 CU1133'IN A CYLINDER OF CONCRETE 12 INCHES IN DIAMETER.  PIPE AND
 CU1133'CYLINDER ARE 24 INCHES LONG.  IT IS 20.70 METERS (67.9 FEET)
 CU1133'FROM THE STATION, S 89 DEG 45 MIN W.
 CU1133'
 CU1133'OTHER DISTANCES AND BEARINGS ARE AS FOLLOWS--CHIMNEY OF A.L.
 CU1133'GRAHAMS HOUSE, ABOUT 1-1/4 MILES, S 0 DEG 59 MIN W.  CHIMNEY OF
 CU1133'WALKERS HOUSE, ABOUT ONE-HALF MILE, S 84 DEG 28 MIN W.
 CU1133'
 CU1133'IN 1932 STATION RECOVERED, MARKS IN GOOD CONDITION.  THE WALKER
 CU1133'HOUSE HAD BEEN TORN DOWN.  A NEW REFERENCE MARK WAS SET, A
 CU1133'STANDARD REFERENCE DISK IN CONCRETE,
 CU1133'IN AN E AND W FENCE LINE, 460 METERS (1,509 FEET) FROM STATION,
 CU1133'N 19 DEG 36 MIN E.  IT WAS CALLED NO. 1.  OTHER
 CU1133'BEARINGS DETERMINED FROM THE STATION ARE--AIRWAYS BEACON, FIRST
 CU1133'W OF BIG SPRING, AT AIRDROME, S 81 DEG 51 MIN E.  AIRWAYS
 CU1133'BEACON, SECOND W OF BIG SPRING, AT EMERGENCY LANDING FIELD
 CU1133'5 MILES N OF STANTON, S 22 DEG 56 MIN E.  STANTON, MARTIN
 CU1133'COUNTY COURTHOUSE, TIP OF DOME S 25 DEG 06 MIN E.
 CU1133'STANTON MUNICIPAL WATER TANK, FINIAL, S 25 DEG 05 MIN E.
 CU1133
 CU1133                          STATION RECOVERY (1937)
 CU1133
 CU1133'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 CU1133'STATION RECOVERED BY GULF RESEARCH AND DEVELOPMENT CO.
 CU1133'
 CU1133'STATION RECOVERED, MARKS IN GOOD CONDITION.  A BETTER DESCRIPTION
 CU1133'MIGHT BE WRITTEN AS FOLLOWS--ELEVEN MILES DIRECT, OR 12-1/2
 CU1133'MILES BY ROAD NNW FROM STANTON, ABOUT 940 FEET W OF THE SE
 CU1133'CORNER OF SEC. 45, TEXAS AND PACIFIC BLOCK 36, T 2 N, ON THE
 CU1133'HIGHEST ELEVATION IN THE VICINITY.  TO REACH FROM THE DEPOT
 CU1133'IN STANTON GO W ON U.S. HIGHWAY 80 ABOUT 0.5 MILE TO GRADED
 CU1133'N-S SECTION-LINE.  ROAD.  TURN RIGHT (N) AND GO TEN MILES TO
 CU1133'CROSSROADS AND COTTONWOOD GROCERY IN SW CORNER.  TURN LEFT
 CU1133'(W) AND GO 1.0 MILE TO CROSSROADS.  TURN RIGHT (N) AND GO 1.0
 CU1133'MILE TO SECTION-LINE FENCE RUNNING E AND W FROM ROAD.
 CU1133'STATION IS 940 FEET W OF THIS POINT AND 50 FEET N OF FENCE.
 CU1133'TO REACH STATION BY CAR, CONTINUE N ON GRADED ROAD FOR 0.15
 CU1133'MILE TO WIRE GATE ON LEFT.  PASS THROUGH GATE AND DRIVE
 CU1133'SOUTHWESTERLY UP HILL FOR 0.2 MILE TO STATION.
 CU1133
 CU1133                          STATION RECOVERY (1938)
 CU1133
 CU1133'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU1133'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CU1133'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CU1133
 CU1133                          STATION RECOVERY (1952)
 CU1133
 CU1133'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1952 (CTA)
 CU1133'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS AND
 CU1133'AZIMUTH MARK DESTROYED.  STATION IS LOCATED 11 MI. N-NW OF
 CU1133'STANTON.
 CU1133
 CU1133                          STATION RECOVERY (1964)
 CU1133
 CU1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 CU1133'DESTROYED.
 CU1133'
 CU1133'THE STATION HAS BEEN DESTROYED BY FARM MACHINERY.  THE STATION
 CU1133'MARK WAS FOUND ON TOP OF THE GROUND.  THE DISK HAD BEEN TORN
 CU1133'OFF THE PIPE AND TRACES OF CONCRETE WERE ABUNDANT.  THERE IS
 CU1133'NOTHING TO REFERENCE FROM IN THE IMMEDIATE VICINITY SO IT IS
 CU1133'BELIEVED THAT THE UNDERGROUND MARK, IF IT STILL EXISTS, CAN NOT
 CU1133'BE RECOVERED.  ACCORDING TO A FARMER ENCOUNTERED AT THE STATION
 CU1133'SITE, THE GROUND SURFACE MAY NOW BE AS MUCH AS 4 FT. BELOW
 CU1133'ITS ORIGINAL LEVEL DUE TO CONTOUR FARMING.
 CU1133'
 CU1133'THE R.M. 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CU1133
 CU1133                          STATION RECOVERY (1966)
 CU1133
 CU1133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU1133'STATION, REFERENCE AND AZIMUTH MARKS WERE NOT FOUND.  THE GROUND
 CU1133'AT THE STATION SITE IS PRESENTLY A COTTON FIELD AND IT APPEARS
 CU1133'THAT THE SURFACE MARKS ARE ALL DESTROYED.
 CU1133'
 CU1133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 CU1133'S OF LENORAH
 CU1133
 CU1133                          STATION RECOVERY (1970)
 CU1133
 CU1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CU1133'THE STATION MARK, REFERENCE MARK, AND AZIMUTH MARK (REFERENCE MARK
 CU1133'NO. 1) WERE NOT FOUND AND ARE BELIEVED DESTROYED.  THE ENTIRE AREA
 CU1133'IN THE VICINITY OF THE STATION IS UNDER CULTIVATION.
 CU1133'
 CU1133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH
 CU1133'OF LENORA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0777 ***********************************************************************
 CA0777  DESIGNATION -  EPSEY
 CA0777  PID         -  CA0777
 CA0777  STATE/COUNTY-  TX/MCCULLOCH
 CA0777  USGS QUAD   -  BRADY SW (1987)
 CA0777
 CA0777                         *CURRENT SURVEY CONTROL
 CA0777  ___________________________________________________________________
 CA0777* NAD 83(1993)-  31 01 37.12736(N)    099 28 57.16193(W)     ADJUSTED  
 CA0777* NAVD 88     -       623.751  (meters)    2046.42   (feet)  ADJUSTED  
 CA0777  ___________________________________________________________________
 CA0777  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CA0777  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CA0777  DYNAMIC HT  -         622.901 (meters)    2043.63  (feet)  COMP
 CA0777  MODELED GRAV-     979,256.6   (mgal)                       NAVD 88
 CA0777
 CA0777  HORZ ORDER  -  FIRST
 CA0777  VERT ORDER  -  FIRST     CLASS II
 CA0777
 CA0777.The horizontal coordinates were established by classical geodetic methods
 CA0777.and adjusted by the National Geodetic Survey in February 1996..
 CA0777
 CA0777.The orthometric height was determined by differential leveling
 CA0777.and adjusted by the National Geodetic Survey in June 1991..
 CA0777
 CA0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0777
 CA0777.The geoid height was determined by GEOID03.
 CA0777
 CA0777.The dynamic height is computed by dividing the NAVD 88
 CA0777.geopotential number by the normal gravity value computed on the
 CA0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0777.degrees latitude (g = 980.6199 gals.).
 CA0777
 CA0777.The modeled gravity was interpolated from observed gravity values.
 CA0777
 CA0777;                    North         East     Units Scale Factor Converg.
 CA0777;SPC TX C     - 3,151,108.081   781,220.639   MT  0.99988184   +0 26 17.5
 CA0777;SPC TX C     -10,338,260.43  2,563,054.71   sFT  0.99988184   +0 26 17.5
 CA0777;UTM  14      - 3,432,691.945   453,946.049   MT  0.99962616   -0 14 55.4
 CA0777
 CA0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0777!SPC TX C     -   0.99990567  x   0.99988184  =   0.99978752
 CA0777!UTM  14      -   0.99990567  x   0.99962616  =   0.99953187
 CA0777
 CA0777|---------------------------------------------------------------------|
 CA0777| PID    Reference Object                     Distance      Geod. Az  |
 CA0777|                                                           dddmmss.s |
 CA0777| CA0779 EPSEY RM 1                           39.203 METERS 02548     |
 CA0777| CA0780 EPSEY RM 2                           32.034 METERS 14901     |
 CA0777| CV3940 EPSEY AZ MK                                        2033130.9 |
 CA0777| CA0781 EPSEY RM 3                           25.052 METERS 29332     |
 CA0777| CA0778 EPSEY RM A                           29.844 METERS 31338     |
 CA0777|---------------------------------------------------------------------|
 CA0777
 CA0777                          SUPERSEDED SURVEY CONTROL
 CA0777
 CA0777  NAD 83(1986)-  31 01 37.13546(N)    099 28 57.14763(W) AD(       ) 1
 CA0777  NAD 27      -  31 01 36.51920(N)    099 28 55.92044(W) AD(       ) 1
 CA0777  NGVD 29 (07/19/86)  623.7    (m)         2046.     (f) VERT ANG       
 CA0777
 CA0777.Superseded values are not recommended for survey control.
 CA0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0777.See file dsdata.txt to determine how the superseded data were derived.
 CA0777
 CA0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5394632692(NAD 83)
 CA0777_MARKER: DS = TRIANGULATION STATION DISK
 CA0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0777_SP_SET: CONCRETE POST
 CA0777_STAMPING: EPSEY 1935
 CA0777_MARK LOGO: CGS   
 CA0777_PROJECTION: PROJECTING 10 CENTIMETERS
 CA0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0777+STABILITY: SURFACE MOTION
 CA0777
 CA0777  HISTORY     - Date     Condition        Report By
 CA0777  HISTORY     - 1935     MONUMENTED       CGS
 CA0777  HISTORY     - 1967     GOOD             CGS
 CA0777  HISTORY     - 1971     GOOD             NGS
 CA0777  HISTORY     - 1981     GOOD             NGS
 CA0777  HISTORY     - 1981     GOOD             NGS
 CA0777
 CA0777                          STATION DESCRIPTION
 CA0777
 CA0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA0777'STATION IS LOCATED ABOUT 11 MILES SW OF BRADY, 11 MILES NNE
 CA0777'OF HEXT, 3-1/4 MILES N AND 1-1/4 MILES W OF CALF CREEK POST
 CA0777'OFFICE, ON LAND OWNED BY MR. S.W. ESPY, ON THE HIGHEST PART
 CA0777'OF A LONG FLAT-TOPPED, GENTLY SLOPING E-W RIDGE.
 CA0777'
 CA0777'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CA0777'DISKS SET IN CONCRETE.
 CA0777'
 CA0777'REFERENCE MARK NO. 1 IS NE OF STATION SET IN N-S FENCE LINE.
 CA0777'
 CA0777'REFERENCE MARK NO. 2 IS SE OF STATION IN SAME FENCE LINE AS
 CA0777'NO. 1.
 CA0777'
 CA0777'REFERENCE MARK NO. 3 IS W OF STATION SET IN OPEN PASTURE LAND.
 CA0777'
 CA0777'STATION IS REACHED FROM HEXT POST OFFICE BY GOING W ON MASON
 CA0777'HIGHWAY FOR 2.1 MILES, THENCE N ON GRADED BRADY ROAD FOR 8.15
 CA0777'MILES TO CALF CREEK POST OFFICE.  CONTINUE N 0.50 MILE TO POINT
 CA0777'WHERE BRADY ROAD TURNS E.  CONTINUE N 2.8 MILES ON GRADED
 CA0777'ROAD TO HOME OF A.R. IVY AND STATION WHITE.  GO W THROUGH
 CA0777'GATE AND TAKE PASTURE ROAD W 1.4 MILES TO HOUSE ON LEFT.  GO
 CA0777'THROUGH CORRAL AND TURN RIGHT OUT OF CORRAL GOING NORTHEASTERLY
 CA0777'0.35 MILE TO HIGHEST GROUND AND STATION.  MARK IS SET IN A
 CA0777'24-INCH DIAMETER MASS OF CONCRETE ABOUT 4 INCHES BELOW
 CA0777'SURFACE OF GROUND.
 CA0777'
 CA0777'STATION MAY BE REACHED FROM BRADY BY GOING S FROM THE SE
 CA0777'CORNER OF THE COURTHOUSE SQUARE ON U.S. HIGHWAY 385 FOR 0.6
 CA0777'MILE, THEN TURN RIGHT (W) OFF OF U.S. HIGHWAY 385 AT SOUTH
 CA0777'SIDE STATION FOR 0.45 MILE, THEN TURN LEFT (S) AT WATER TANK
 CA0777'FOR 0.55 MILE, THEN TURN RIGHT (W) AT CROSS ROAD AND CONOCO
 CA0777'STATION FOR 0.05 MILE, THEN TAKE T-ROAD LEFT (S) AND FOLLOW
 CA0777'MAIN CALF CREEK ROAD FOR 7.35 MILES, THEN TURN LEFT (S) AT
 CA0777'ROAD END FOR 1.0 MILE, THEN TAKE MAIN ROAD RIGHT AT ROAD END
 CA0777'FOR 3.4 MILES TO STATION WHITE.  FROM STATION WHITE CONTINUE
 CA0777'AS DESCRIBED ABOVE.
 CA0777'
 CA0777'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA0777
 CA0777                          STATION RECOVERY (1967)
 CA0777
 CA0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0777'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 CA0777'AND FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS TO
 CA0777'THE REFERENCE MARKS COMPARED FAVORABLE WITH 1935 OBSERVATIONS.
 CA0777'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A COMPLETE
 CA0777'NEW DESCRIPTION FOLLOWS.
 CA0777'
 CA0777'THE STATION IS ABOUT 19-1/2 MILES EAST-NORTHEAST OF MENARD,
 CA0777'13 MILES SOUTHEAST OF MELVIN, 11-1/2 MILES SOUTHWEST OF BRADY,
 CA0777'AND ON PASTURE LAND OWNED BY MR. MC WILLIAMS.
 CA0777'
 CA0777'TO REACH THE STATION FROM THE COURTHOUSE IN BRADY, GO SOUTH
 CA0777'ON U.S. HIGHWAY 87 FOR 1.2 MILES TO ITS JUNCTION WITH RANCH
 CA0777'ROAD 42.  KEEP TO THE RIGHT AND GO SOUTHWEST ON RANCH ROAD
 CA0777'42 FOR 9.9 MILES TO RANCH ROAD 1311 ON THE LEFT.  CONTINUE
 CA0777'SOUTHWEST ON RANCH ROAD 42 FOR 1.45 MILES TO A BOARD GATE ON
 CA0777'THE RIGHT.  TURN RIGHT PASSING THROUGH THE GATE AND GO NORTH
 CA0777'ON BLADED ROAD FOR 0.35 MILE TO A DIM FORK.  TAKE THE RIGHT
 CA0777'FORK AND CONTINUE NORTH ON DIM TRACK ROAD FOR 0.05 MILE TO
 CA0777'A BOARD GATE AT THE SOUTHEAST CORNER OF A CORRAL.  (THE
 CA0777'AZIMUTH MARK IS 77 FEET EAST OF THE CORNER OF THE CORRAL.)
 CA0777'CONTINUE NORTH ALONG EAST SIDE OF CORRAL AND FENCE FOR 0.3
 CA0777'MILE TO A SHEEP SHED ON THE LEFT.  CONTINUE AHEAD FOR 0.05
 CA0777'MILE TO THE STATION, JUST BEFORE REACHING A FENCE CORNER.
 CA0777'
 CA0777'THE STATION IS A STANDARD DISK STAMPED EPSEY 1935, SET IN
 CA0777'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND 4 INCHES
 CA0777'BELOW THE GROUND SURFACE.  IT IS 148 FEET SOUTHWEST OF A
 CA0777'FENCE CORNER, 109 FEET SOUTHEAST OF A METAL WITNESS POST
 CA0777'WITH SIGN ATTACHED AND FENCE, 34 FEET SOUTH OF A MESQUITE TREE
 CA0777'WITH TRIANGLE BLAZE, AND 20 FEET EAST OF A TWIN TRUNKED LIVE
 CA0777'OAK TREE.
 CA0777'
 CA0777'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EPSEY NO 1 1935,
 CA0777'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 CA0777'PROJECTS 7 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET SOUTH
 CA0777'OF A FENCE CORNER AND 1 FOOT WEST OF A FENCE.
 CA0777'
 CA0777'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EPSEY NO 2 1935,
 CA0777'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 CA0777'PROJECTS 9 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET
 CA0777'NORTHWEST OF A LONE LIVE OAK TREE AND 1 FOOT WEST OF A FENCE.
 CA0777'
 CA0777'REFERENCE MARK 3 IS A STANDARD DISK STAMPED EPSEY NO 3 1935,
 CA0777'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 CA0777'PROJECTS 14 INCHES ABOVE THE GROUND SURFACE.  IT IS 66 FEET
 CA0777'NORTHWEST OF THE TWIN TRUNKED LIVE OAK TREE AND 44.5 FEET
 CA0777'SOUTH OF THE METAL WITNESS POST AND FENCE.
 CA0777'
 CA0777'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EPSEY 1935 1967,
 CA0777'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 CA0777'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 77 FEET
 CA0777'EAST OF THE SOUTHEAST CORNER OF A CORRAL, 25 FEET WEST OF
 CA0777'A FENCE CORNER, 3 FEET EAST OF A METAL WITNESS POST WITH SIGN
 CA0777'ATTACHED, AND 1 FOOT NORTH OF A FENCE.
 CA0777
 CA0777                          STATION RECOVERY (1971)
 CA0777
 CA0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA0777'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 CA0777'USC AND GS 1967 RECOVERY NOTE BY L. G. BURDINE, EXCEPT THE
 CA0777'DISTANCE SOUTHWEST ON RANCH ROAD 42 IN THE TO REACH DESCRIPTION
 CA0777'SHOULD READ 10.8 MILES TO RANCH ROAD NO. 1131.
 CA0777'
 CA0777'ALL OBSERVATIONS WERE MADE FROM A TOWER (HI=26.6 FEET).
 CA0777
 CA0777                          STATION RECOVERY (1981)
 CA0777
 CA0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CA0777'THE STATION, REFERENCE MARKS NO 1, NO 2 AND NO 3 WERE RECOVERED IN
 CA0777'GOOD CONDITION AS DESCRIBED IN 1967.
 CA0777
 CA0777                          STATION RECOVERY (1981)
 CA0777
 CA0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0777'23.3 KM (14.5 MI) SW FROM BRADY.
 CA0777'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0777'THE COURTHOUSE IN BRADY, THENCE 19.7 KM (12.25 MI) SOUTHWESTERLY ALONG
 CA0777'U.S. HIGHWAY 190, THENCE 0.8 KM (0.5 MI) NORTH ALONG A BLADED ROAD TO
 CA0777'A CORRAL, THENCE 0.5 KM (0.3 MI) NORTH ALONG A TRACK ROAD TO THE
 CA0777'NORTHEAST FENCE CORNER, 45.1 METERS (148.0 FT) SOUTHWEST OF A FENCE
 CA0777'CORNER, 39.2 METERS (128.6 FT) SOUTH-SOUTHWEST OF EPSEY RM 1, 25.1
 CA0777'METERS (82.3 FT) EAST-SOUTHEAST OF EPSEY RM 3 AND 6.1 METERS (20.0 FT)
 CA0777'EAST OF A TWIN-TRUNKED LIVE OAK TREE.
 CA0777'THE MARK IS 33.2 METERS  SW FROM  A WITNESS POST AND FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0776 ***********************************************************************
 CA0776  DESIGNATION -  EPSEY AZ MK 1935 1967
 CA0776  PID         -  CA0776
 CA0776  STATE/COUNTY-  TX/MCCULLOCH
 CA0776  USGS QUAD   -  BRADY SW (1987)
 CA0776
 CA0776                         *CURRENT SURVEY CONTROL
 CA0776  ___________________________________________________________________
 CA0776* NAD 83(1986)-  31 01 25.     (N)    099 29 06.     (W)     SCALED    
 CA0776* NAVD 88     -       619.446  (meters)    2032.30   (feet)  ADJUSTED  
 CA0776  ___________________________________________________________________
 CA0776  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CA0776  DYNAMIC HT  -         618.601 (meters)    2029.53  (feet)  COMP
 CA0776  MODELED GRAV-     979,256.9   (mgal)                       NAVD 88
 CA0776
 CA0776  VERT ORDER  -  FIRST     CLASS II
 CA0776
 CA0776.The horizontal coordinates were scaled from a topographic map and have
 CA0776.an estimated accuracy of +/- 6 seconds.
 CA0776
 CA0776.The orthometric height was determined by differential leveling
 CA0776.and adjusted by the National Geodetic Survey in June 1991..
 CA0776
 CA0776.The geoid height was determined by GEOID03.
 CA0776
 CA0776.The dynamic height is computed by dividing the NAVD 88
 CA0776.geopotential number by the normal gravity value computed on the
 CA0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0776.degrees latitude (g = 980.6199 gals.).
 CA0776
 CA0776.The modeled gravity was interpolated from observed gravity values.
 CA0776
 CA0776;                    North         East    Units  Estimated Accuracy
 CA0776;SPC TX C     - 3,150,730.      780,990.      MT  (+/- 180 meters Scaled)
 CA0776
 CA0776                          SUPERSEDED SURVEY CONTROL
 CA0776
 CA0776.No superseded survey control is available for this station.
 CA0776
 CA0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV537323(NAD 83)
 CA0776_MARKER: DZ = AZIMUTH MARK DISK
 CA0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0776_SP_SET: CONCRETE POST
 CA0776_STAMPING: EPSEY 1935 1967
 CA0776_MARK LOGO: CGS   
 CA0776_PROJECTION: PROJECTING 10 CENTIMETERS
 CA0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0776+STABILITY: SURFACE MOTION
 CA0776
 CA0776  HISTORY     - Date     Condition        Report By
 CA0776  HISTORY     - 1967     MONUMENTED       CGS
 CA0776  HISTORY     - 1981     GOOD             NGS
 CA0776
 CA0776                          STATION DESCRIPTION
 CA0776
 CA0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0776'22.8 KM (14.2 MI) SW FROM BRADY.
 CA0776'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0776'THE COURTHOUSE IN BRADY, THENCE 19.7 KM (12.25 MI) SOUTHWESTERLY ALONG
 CA0776'U.S. HIGHWAY 190, THENCE 0.8 KM (0.5 MI) NORTH ALONG A BLADED ROAD TO
 CA0776'A CORRAL, 23.5 METERS (77.1 FT) EAST OF THE SOUTHEAST CORNER OF THE
 CA0776'CORRAL, 21.6 METERS (70.9 FT) EAST OF THE CENTER OF THE ROAD, 7.6
 CA0776'METERS (24.9 FT) WEST OF A FENCE CORNER AND 1.4 METERS (4.6 FT)
 CA0776'SOUTHWEST OF A FENCE.
 CA0776'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 CA0776'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0779 ***********************************************************************
 CA0779  DESIGNATION -  EPSEY RM 1
 CA0779  PID         -  CA0779
 CA0779  STATE/COUNTY-  TX/MCCULLOCH
 CA0779  USGS QUAD   -  BRADY SW (1987)
 CA0779
 CA0779                         *CURRENT SURVEY CONTROL
 CA0779  ___________________________________________________________________
 CA0779* NAD 83(1986)-  31 01 39.     (N)    099 28 56.     (W)     SCALED    
 CA0779* NAVD 88     -       623.793  (meters)    2046.56   (feet)  ADJUSTED  
 CA0779  ___________________________________________________________________
 CA0779  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CA0779  DYNAMIC HT  -         622.942 (meters)    2043.77  (feet)  COMP
 CA0779  MODELED GRAV-     979,256.6   (mgal)                       NAVD 88
 CA0779
 CA0779  VERT ORDER  -  FIRST     CLASS II
 CA0779
 CA0779.The horizontal coordinates were scaled from a topographic map and have
 CA0779.an estimated accuracy of +/- 6 seconds.
 CA0779
 CA0779.The orthometric height was determined by differential leveling
 CA0779.and adjusted by the National Geodetic Survey in June 1991..
 CA0779
 CA0779.The geoid height was determined by GEOID03.
 CA0779
 CA0779.The dynamic height is computed by dividing the NAVD 88
 CA0779.geopotential number by the normal gravity value computed on the
 CA0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0779.degrees latitude (g = 980.6199 gals.).
 CA0779
 CA0779.The modeled gravity was interpolated from observed gravity values.
 CA0779
 CA0779;                    North         East    Units  Estimated Accuracy
 CA0779;SPC TX C     - 3,151,170.      781,250.      MT  (+/- 180 meters Scaled)
 CA0779
 CA0779                          SUPERSEDED SURVEY CONTROL
 CA0779
 CA0779.No superseded survey control is available for this station.
 CA0779
 CA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV539327(NAD 83)
 CA0779_MARKER: DR = REFERENCE MARK DISK
 CA0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0779_SP_SET: CONCRETE POST
 CA0779_STAMPING: EPSEY NO 1 1935
 CA0779_MARK LOGO: CGS   
 CA0779_PROJECTION: PROJECTING 20 CENTIMETERS
 CA0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0779+STABILITY: SURFACE MOTION
 CA0779
 CA0779  HISTORY     - Date     Condition        Report By
 CA0779  HISTORY     - 1935     MONUMENTED       CGS
 CA0779  HISTORY     - 1981     GOOD             NGS
 CA0779
 CA0779                          STATION DESCRIPTION
 CA0779
 CA0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0779'23.3 KM (14.5 MI) SW FROM BRADY.
 CA0779'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0779'THE COURTHOUSE IN BRADY, THENCE 19.7 KM (12.25 MI) SOUTHWESTERLY ALONG
 CA0779'U.S. HIGHWAY 190, THENCE 0.8 KM (0.5 MI) NORTH ALONG A BLADED ROAD TO
 CA0779'A CORRAL, THENCE 0.5 KM (0.3 MI) NORTH ALONG A TRACK ROAD TO THE
 CA0779'NORTHEAST FENCE CORNER, 39.2 METERS (128.6 FT) NORTH-NORTHEAST OF
 CA0779'TRIANGULATION STATION EPSEY, 6.4 METERS (21.0 FT) SOUTH OF THE FENCE
 CA0779'CORNER AND 0.3 METER (1.0 FT) WEST OF A FENCE.
 CA0779'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0780 ***********************************************************************
 CA0780  DESIGNATION -  EPSEY RM 2
 CA0780  PID         -  CA0780
 CA0780  STATE/COUNTY-  TX/MCCULLOCH
 CA0780  USGS QUAD   -  BRADY SW (1987)
 CA0780
 CA0780                         *CURRENT SURVEY CONTROL
 CA0780  ___________________________________________________________________
 CA0780* NAD 83(1986)-  31 01 37.     (N)    099 28 56.     (W)     SCALED    
 CA0780* NAVD 88     -       623.922  (meters)    2046.98   (feet)  ADJUSTED  
 CA0780  ___________________________________________________________________
 CA0780  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CA0780  DYNAMIC HT  -         623.072 (meters)    2044.20  (feet)  COMP
 CA0780  MODELED GRAV-     979,256.6   (mgal)                       NAVD 88
 CA0780
 CA0780  VERT ORDER  -  FIRST     CLASS II
 CA0780
 CA0780.The horizontal coordinates were scaled from a topographic map and have
 CA0780.an estimated accuracy of +/- 6 seconds.
 CA0780
 CA0780.The orthometric height was determined by differential leveling
 CA0780.and adjusted by the National Geodetic Survey in June 1991..
 CA0780
 CA0780.The geoid height was determined by GEOID03.
 CA0780
 CA0780.The dynamic height is computed by dividing the NAVD 88
 CA0780.geopotential number by the normal gravity value computed on the
 CA0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0780.degrees latitude (g = 980.6199 gals.).
 CA0780
 CA0780.The modeled gravity was interpolated from observed gravity values.
 CA0780
 CA0780;                    North         East    Units  Estimated Accuracy
 CA0780;SPC TX C     - 3,151,100.      781,250.      MT  (+/- 180 meters Scaled)
 CA0780
 CA0780                          SUPERSEDED SURVEY CONTROL
 CA0780
 CA0780.No superseded survey control is available for this station.
 CA0780
 CA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV539326(NAD 83)
 CA0780_MARKER: DR = REFERENCE MARK DISK
 CA0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0780_SP_SET: CONCRETE POST
 CA0780_STAMPING: EPSEY NO 2 1935
 CA0780_MARK LOGO: CGS   
 CA0780_PROJECTION: PROJECTING 20 CENTIMETERS
 CA0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0780+STABILITY: SURFACE MOTION
 CA0780
 CA0780  HISTORY     - Date     Condition        Report By
 CA0780  HISTORY     - 1935     MONUMENTED       CGS
 CA0780  HISTORY     - 1981     GOOD             NGS
 CA0780
 CA0780                          STATION DESCRIPTION
 CA0780
 CA0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0780'23.3 KM (14.5 MI) SW FROM BRADY.
 CA0780'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0780'THE COURTHOUSE IN BRADY, THENCE 19.7 KM (12.25 MI) SOUTHWESTERLY ALONG
 CA0780'U.S. HIGHWAY 190, THENCE 0.8 KM (0.5 MI) NORTH ALONG A BLADED ROAD TO
 CA0780'A CORRAL, THENCE 0.5 KM (0.3 MI) NORTH ALONG A TRACK ROAD TO THE
 CA0780'NORTHEAST FENCE CORNER, 39.2 METERS (128.6 FT) NORTH-NORTHEAST OF
 CA0780'TRIANGULATION STATION EPSEY, 2.7 METERS (8.9 FT) NORTHWEST OF A LIVE
 CA0780'OAK TREE AND 0.3 METER (1.0 FT) WEST OF A FENCE.
 CA0780'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0781 ***********************************************************************
 CA0781  DESIGNATION -  EPSEY RM 3
 CA0781  PID         -  CA0781
 CA0781  STATE/COUNTY-  TX/MCCULLOCH
 CA0781  USGS QUAD   -  BRADY SW (1987)
 CA0781
 CA0781                         *CURRENT SURVEY CONTROL
 CA0781  ___________________________________________________________________
 CA0781* NAD 83(1986)-  31 01 39.     (N)    099 28 58.     (W)     SCALED    
 CA0781* NAVD 88     -       624.014  (meters)    2047.29   (feet)  ADJUSTED  
 CA0781  ___________________________________________________________________
 CA0781  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CA0781  DYNAMIC HT  -         623.164 (meters)    2044.50  (feet)  COMP
 CA0781  MODELED GRAV-     979,256.7   (mgal)                       NAVD 88
 CA0781
 CA0781  VERT ORDER  -  FIRST     CLASS II
 CA0781
 CA0781.The horizontal coordinates were scaled from a topographic map and have
 CA0781.an estimated accuracy of +/- 6 seconds.
 CA0781
 CA0781.The orthometric height was determined by differential leveling
 CA0781.and adjusted by the National Geodetic Survey in June 1991..
 CA0781
 CA0781.The geoid height was determined by GEOID03.
 CA0781
 CA0781.The dynamic height is computed by dividing the NAVD 88
 CA0781.geopotential number by the normal gravity value computed on the
 CA0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0781.degrees latitude (g = 980.6199 gals.).
 CA0781
 CA0781.The modeled gravity was interpolated from observed gravity values.
 CA0781
 CA0781;                    North         East    Units  Estimated Accuracy
 CA0781;SPC TX C     - 3,151,170.      781,200.      MT  (+/- 180 meters Scaled)
 CA0781
 CA0781                          SUPERSEDED SURVEY CONTROL
 CA0781
 CA0781.No superseded survey control is available for this station.
 CA0781
 CA0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV539327(NAD 83)
 CA0781_MARKER: DR = REFERENCE MARK DISK
 CA0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0781_SP_SET: CONCRETE POST
 CA0781_STAMPING: EPSEY NO 3 1935
 CA0781_MARK LOGO: CGS   
 CA0781_PROJECTION: PROJECTING 25 CENTIMETERS
 CA0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0781+STABILITY: SURFACE MOTION
 CA0781
 CA0781  HISTORY     - Date     Condition        Report By
 CA0781  HISTORY     - 1935     MONUMENTED       CGS
 CA0781  HISTORY     - 1981     GOOD             NGS
 CA0781
 CA0781                          STATION DESCRIPTION
 CA0781
 CA0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0781'23.3 KM (14.5 MI) SW FROM BRADY.
 CA0781'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0781'THE COURTHOUSE IN BRADY, THENCE 19.7 KM (12.25 MI) SOUTHWESTERLY ALONG
 CA0781'U.S. HIGHWAY 190, THENCE 0.8 KM (0.5 MI) NORTH ALONG A BLADED ROAD TO
 CA0781'A CORRAL, THENCE 0.5 KM (0.3 MI) NORTH ALONG A TRACK ROAD TO THE
 CA0781'NORTHEAST FENCE CORNER, 25.1 METERS (82.3 FT) WEST-NORTHWEST OF
 CA0781'TRIANGULATION STATION EPSEY, 20.1 METERS (65.9 FT) NORTHWEST OF A TWIN
 CA0781'TRUNKED LIVE OAK TREE AND 10.7 METERS (35.1 FT) SOUTH OF EPSEY RM A.
 CA0781'THE MARK IS 13.6 METERS  S FROM  A WITNESS POST AND FENCE
 CA0781'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0778 ***********************************************************************
 CA0778  DESIGNATION -  EPSEY RM A
 CA0778  PID         -  CA0778
 CA0778  STATE/COUNTY-  TX/MCCULLOCH
 CA0778  USGS QUAD   -  BRADY SW (1987)
 CA0778
 CA0778                         *CURRENT SURVEY CONTROL
 CA0778  ___________________________________________________________________
 CA0778* NAD 83(1993)-  31 01 37.79595(N)    099 28 57.97648(W)     ADJUSTED  
 CA0778* NAVD 88     -       623.854  (meters)    2046.76   (feet)  ADJUSTED  
 CA0778  ___________________________________________________________________
 CA0778  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CA0778  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CA0778  DYNAMIC HT  -         623.003 (meters)    2043.97  (feet)  COMP
 CA0778  MODELED GRAV-     979,256.7   (mgal)                       NAVD 88
 CA0778
 CA0778  HORZ ORDER  -  FIRST
 CA0778  VERT ORDER  -  FIRST     CLASS II
 CA0778
 CA0778.The horizontal coordinates were established by classical geodetic methods
 CA0778.and adjusted by the National Geodetic Survey in February 1996..
 CA0778
 CA0778.The orthometric height was determined by differential leveling
 CA0778.and adjusted by the National Geodetic Survey in June 1991..
 CA0778
 CA0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0778
 CA0778.The geoid height was determined by GEOID03.
 CA0778
 CA0778.The dynamic height is computed by dividing the NAVD 88
 CA0778.geopotential number by the normal gravity value computed on the
 CA0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0778.degrees latitude (g = 980.6199 gals.).
 CA0778
 CA0778.The modeled gravity was interpolated from observed gravity values.
 CA0778
 CA0778;                    North         East     Units Scale Factor Converg.
 CA0778;SPC TX C     - 3,151,128.504   781,198.881   MT  0.99988184   +0 26 17.1
 CA0778;SPC TX C     -10,338,327.43  2,562,983.33   sFT  0.99988184   +0 26 17.1
 CA0778;UTM  14      - 3,432,712.621   453,924.544   MT  0.99962619   -0 14 55.8
 CA0778
 CA0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0778!SPC TX C     -   0.99990566  x   0.99988184  =   0.99978751
 CA0778!UTM  14      -   0.99990566  x   0.99962619  =   0.99953188
 CA0778
 CA0778:                Primary Azimuth Mark                     Grid Az
 CA0778:SPC TX C     -  NINE 2                                   074 35 48.1
 CA0778:UTM  14      -  NINE 2                                   075 17 01.0
 CA0778
 CA0778|---------------------------------------------------------------------|
 CA0778| PID    Reference Object                     Distance      Geod. Az  |
 CA0778|                                                           dddmmss.s |
 CA0778| CA0796 NINE 2                              APPROX.10.6 KM 0750205.2 |
 CA0778| CA0777 EPSEY                                29.844 METERS 13338     |
 CA0778|---------------------------------------------------------------------|
 CA0778
 CA0778                          SUPERSEDED SURVEY CONTROL
 CA0778
 CA0778  NAD 83(1986)-  31 01 37.80398(N)    099 28 57.96208(W) AD(       ) 1
 CA0778  NAD 27      -  31 01 37.18781(N)    099 28 56.73500(W) AD(       ) 1
 CA0778  NGVD 29 (07/19/86)  623.9    (m)         2047.     (f) VERT ANG       
 CA0778
 CA0778.Superseded values are not recommended for survey control.
 CA0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0778.See file dsdata.txt to determine how the superseded data were derived.
 CA0778
 CA0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5392532713(NAD 83)
 CA0778_MARKER: DS = TRIANGULATION STATION DISK
 CA0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0778_SP_SET: CONCRETE POST
 CA0778_STAMPING: EPSEY RM A 1967
 CA0778_MARK LOGO: CGS   
 CA0778_PROJECTION: PROJECTING 10 CENTIMETERS
 CA0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0778+STABILITY: SURFACE MOTION
 CA0778
 CA0778  HISTORY     - Date     Condition        Report By
 CA0778  HISTORY     - 1967     MONUMENTED       CGS
 CA0778  HISTORY     - 1981     GOOD             NGS
 CA0778  HISTORY     - 1981     GOOD             NGS
 CA0778
 CA0778                          STATION DESCRIPTION
 CA0778
 CA0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0778'THE STATION IS ABOUT 19-1/2 MILES EAST-NORTHEAST OF MENARD, 13
 CA0778'MILES SOUTHEAST OF MELVIN, 11-1/2 MILES SOUTHWEST OF BRADY ON
 CA0778'PASTURE LAND OWNED BY MR. MC WILLIAMS.
 CA0778'
 CA0778'THE STATION MARK IS A STANDARD DISK, STAMPED EPSEY RM A 1967,
 CA0778'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS
 CA0778'4 INCHES.  IT IS 11 FEET SOUTH OF A WIRE FENCE AND 11.0 FEET SOUTH
 CA0778'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CA0778'
 CA0778'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION EPSEY 1935
 CA0778'THE DISTANCE BEING 29.8443 METERS OR 97.914 FEET.
 CA0778'
 CA0778'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 CA0778'EPSEY 1935.
 CA0778
 CA0778                          STATION RECOVERY (1981)
 CA0778
 CA0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CA0778'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 CA0778'DESCRIBED IN 1967.
 CA0778
 CA0778                          STATION RECOVERY (1981)
 CA0778
 CA0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0778'23.3 KM (14.5 MI) SW FROM BRADY.
 CA0778'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0778'THE COURTHOUSE IN BRADY, THENCE 19.7 KM (12.25 MI) SOUTHWESTERLY ALONG
 CA0778'U.S. HIGHWAY 190, THENCE 0.8 KM (0.5 MI) NORTH ALONG A BLADED ROAD TO
 CA0778'A CORRAL, THENCE 0.5 KM (0.3 MI) NORTH ALONG A TRACK ROAD TO THE
 CA0778'NORTHEAST FENCE CORNER, 49.4 METERS (162.1 FT) WEST-SOUTHWEST OF A
 CA0778'FENCE CORNER, 29.8 METERS (97.8 FT) NORTHWEST OF TRIANGULATION STATION
 CA0778'EPSEY AND 10.7 METERS (35.1 FT) NORTH OF EPSEY RM 3.
 CA0778'THE MARK IS 3.5 METERS  SSE FROM  A WITNESS POST AND FENCE
 CA0778'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1299 ***********************************************************************
 DN1299  DESIGNATION -  ERA
 DN1299  PID         -  DN1299
 DN1299  STATE/COUNTY-  TX/COOKE
 DN1299  USGS QUAD   -  HOOD (1976)
 DN1299
 DN1299                         *CURRENT SURVEY CONTROL
 DN1299  ___________________________________________________________________
 DN1299* NAD 83(1993)-  33 30 07.58341(N)    097 18 11.58657(W)     ADJUSTED  
 DN1299* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 DN1299  ___________________________________________________________________
 DN1299  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 DN1299  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN1299
 DN1299  HORZ ORDER  -  SECOND
 DN1299
 DN1299.The horizontal coordinates were established by classical geodetic methods
 DN1299.and adjusted by the National Geodetic Survey in February 1996..
 DN1299
 DN1299.The orthometric height was scaled from a topographic map.
 DN1299
 DN1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1299
 DN1299.The geoid height was determined by GEOID03.
 DN1299
 DN1299;                    North         East     Units Scale Factor Converg.
 DN1299;SPC TXNC     - 2,204,167.779   711,192.145   MT  0.99990344   +0 39 09.8
 DN1299;SPC TXNC     - 7,231,507.12  2,333,302.90   sFT  0.99990344   +0 39 09.8
 DN1299;UTM  14      - 3,708,241.168   657,611.442   MT  0.99990626   +0 56 12.3
 DN1299
 DN1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1299!SPC TXNC     -   0.99995787  x   0.99990344  =   0.99986131
 DN1299!UTM  14      -   0.99995787  x   0.99990626  =   0.99986413
 DN1299
 DN1299:                Primary Azimuth Mark                     Grid Az
 DN1299:SPC TXNC     -  VALLEY VIEW MUNICIPAL TANK               095 33 33.6
 DN1299:UTM  14      -  VALLEY VIEW MUNICIPAL TANK               095 16 31.1
 DN1299
 DN1299|---------------------------------------------------------------------|
 DN1299| PID    Reference Object                     Distance      Geod. Az  |
 DN1299|                                                           dddmmss.s |
 DN1299| DN1319 VALLEY VIEW MUNICIPAL TANK          APPROX.12.9 KM 0961243.4 |
 DN1299| CY1773 ERA RM 1                             20.814 METERS 09920     |
 DN1299| CY1772 ERA AZ MK                                          1800642.9 |
 DN1299| CY1774 ERA RM 2                             24.424 METERS 26815     |
 DN1299|---------------------------------------------------------------------|
 DN1299
 DN1299                          SUPERSEDED SURVEY CONTROL
 DN1299
 DN1299  NAD 83(1993)-  33 30 07.58452(N)    097 18 11.58263(W) AD(       ) 2
 DN1299  NAD 83(1986)-  33 30 07.58891(N)    097 18 11.57379(W) AD(       ) 2
 DN1299  NAD 27      -  33 30 07.19050(N)    097 18 10.51030(W) AD(       ) 2
 DN1299
 DN1299.Superseded values are not recommended for survey control.
 DN1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1299.See file dsdata.txt to determine how the superseded data were derived.
 DN1299
 DN1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC5761108241(NAD 83)
 DN1299_MARKER: DS = TRIANGULATION STATION DISK
 DN1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1299
 DN1299  HISTORY     - Date     Condition        Report By
 DN1299  HISTORY     - 1955     MONUMENTED       CGS
 DN1299  HISTORY     - 1960     GOOD             CGS
 DN1299  HISTORY     - 19950602 GOOD             USPSQD
 DN1299
 DN1299                          STATION DESCRIPTION
 DN1299
 DN1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1299'THE STATION IS IN A FARM YARD ABOUT 13 MILES SOUTHWEST OF
 DN1299'GAINESVILLE, 7-1/2 MILES WEST OF VALLEY VIEW AND 1 MILE
 DN1299'NORTHWEST OF ERA.  IT IS 100.0 FEET SOUTH OF THE SOUTHEAST
 DN1299'CORNER OF A FRAME HOUSE, 57.0 FEET EAST OF A WELL, 8.5 FEET
 DN1299'NORTH OF A FENCE AND 8.5 FEET NORTH OF A WITNESS POST.  IT
 DN1299'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 DN1299'IS STAMPED ERA 1955.
 DN1299'
 DN1299'REFERENCE MARK NO. 1 IS 26.0 FEET WEST OF A FENCE CORNER
 DN1299'POST AND 1.0 FOOT NORTH OF A FENCE.  IT IS SET FLUSH WITH
 DN1299'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ERA NO 1 1955.
 DN1299'
 DN1299'REFERENCE MARK NO. 2 IS 30.5 FEET SOUTHWEST OF A WELL, 6.5
 DN1299'FEET EAST OF A T FENCE CORNER POST AND 1.0 FOOT NORTH OF A
 DN1299'FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 DN1299'IS STAMPED ERA NO 2 1955.
 DN1299'
 DN1299'THE AZIMUTH MARK IS 41.0 FEET SOUTH OF THE CENTER OF FARM
 DN1299'ROAD NO. 922, 3.5 FEET EAST OF TELEPHONE POLE NO. 383, 1.5
 DN1299'FEET WEST OF A WITNESS POST AND 0.5 OF A FOOT NORTH OF A
 DN1299'FENCE.  IT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 DN1299'AND THE DISK IS STAMPED ERA 1955.
 DN1299'
 DN1299'TO REACH THE STATION FROM THE POST OFFICE IN ERA, GO WESTERLY
 DN1299'ON FARM ROAD NO. 922 FOR 0.8 MILE TO A T ROAD RIGHT AND THE
 DN1299'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  TURN RIGHT ON A
 DN1299'GRAVELED ROAD AND GO NORTH FOR 0.4 MILE TO A GROUP OF FARM
 DN1299'BUILDINGS ON THE LEFT AND THE STATION AS DESCRIBED.
 DN1299'
 DN1299'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1299
 DN1299                          STATION RECOVERY (1960)
 DN1299
 DN1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1299'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1299'
 DN1299'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1299
 DN1299                          STATION RECOVERY (1995)
 DN1299
 DN1299'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2151 ***********************************************************************
 AN2151  DESIGNATION -  ERIC
 AN2151  PID         -  AN2151
 AN2151  STATE/COUNTY-  TX/SAN PATRICIO
 AN2151  USGS QUAD   -  WEST SINTON (1979)
 AN2151
 AN2151                         *CURRENT SURVEY CONTROL
 AN2151  ___________________________________________________________________
 AN2151* NAD 83(1993)-  28 05 10.38972(N)    097 40 12.56330(W)     ADJUSTED  
 AN2151* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 AN2151  ___________________________________________________________________
 AN2151  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AN2151  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN2151
 AN2151  HORZ ORDER  -  THIRD
 AN2151
 AN2151.The horizontal coordinates were established by classical geodetic methods
 AN2151.and adjusted by the National Geodetic Survey in February 1996..
 AN2151
 AN2151.The orthometric height was scaled from a topographic map.
 AN2151
 AN2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2151
 AN2151.The geoid height was determined by GEOID03.
 AN2151
 AN2151;                    North         East     Units Scale Factor Converg.
 AN2151;SPC TX S     - 5,268,350.889   381,565.330   MT  1.00007380   +0 22 36.3
 AN2151;SPC TX S     -17,284,581.21  1,251,852.25   sFT  1.00007380   +0 22 36.3
 AN2151;SPC TXSC     - 4,028,771.877   730,711.693   MT  1.00009853   +0 39 05.4
 AN2151;SPC TXSC     -13,217,729.07  2,397,343.28   sFT  1.00009853   +0 39 05.4
 AN2151;UTM  14      - 3,107,467.335   630,655.929   MT  0.99981070   +0 37 34.2
 AN2151
 AN2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2151!SPC TX S     -   0.99999875  x   1.00007380  =   1.00007255
 AN2151!SPC TXSC     -   0.99999875  x   1.00009853  =   1.00009728
 AN2151!UTM  14      -   0.99999875  x   0.99981070  =   0.99980945
 AN2151
 AN2151|---------------------------------------------------------------------|
 AN2151| PID    Reference Object                     Distance      Geod. Az  |
 AN2151|                                                           dddmmss.s |
 AN2151| CV3942 ERIC RM 1                            26.911 METERS 04748     |
 AN2151| CV3941 ERIC AZ MK                                         0773459.5 |
 AN2151| AN2150 ST PAUL CONT PLINE MICROWAVE        APPROX.11.6 KM 0905758.2 |
 AN2151| AN2148 SINTON REA RADIO MAST               APPROX.16.2 KM 1070306.1 |
 AN2151| AN2149 SINTON MUNICIPAL TANK               APPROX.16.4 KM 1071043.7 |
 AN2151| AN2147 SINTON NEW MUNICIPAL TANK           APPROX.17.3 KM 1094415.7 |
 AN2151| AN2146 SINTON FARM LABOR SUPPLY C TK       APPROX.17.4 KM 1123151.8 |
 AN2151| CV3943 ERIC RM 2                            36.896 METERS 30050     |
 AN2151|---------------------------------------------------------------------|
 AN2151
 AN2151                          SUPERSEDED SURVEY CONTROL
 AN2151
 AN2151  NAD 83(1986)-  28 05 10.39712(N)    097 40 12.54429(W) AD(       ) 3
 AN2151  NAD 27      -  28 05 09.35400(N)    097 40 11.55800(W) AD(       ) 3
 AN2151
 AN2151.Superseded values are not recommended for survey control.
 AN2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2151.See file dsdata.txt to determine how the superseded data were derived.
 AN2151
 AN2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3065607467(NAD 83)
 AN2151_MARKER: DS = TRIANGULATION STATION DISK
 AN2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2151
 AN2151  HISTORY     - Date     Condition        Report By
 AN2151  HISTORY     - 1953     MONUMENTED       CGS
 AN2151  HISTORY     - 19950610 GOOD             USPSQD
 AN2151
 AN2151                          STATION DESCRIPTION
 AN2151
 AN2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2151'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF SINTON AND
 AN2151'9 MILES EAST OF MATHIS AT THE RESIDENCE AND COTTON GIN OWNED
 AN2151'BY ERIC HARTZENDUF.
 AN2151'
 AN2151'TO REACH THE STATION FROM ST. PAUL, GO WEST ON AN OILED ROAD
 AN2151'7.2 MILES TO A CROSSROADS.  TURN LEFT, GO SOUTH 1.0 MILE TO
 AN2151'A CROSSROADS.  (THE AZIMUTH MARK IS 0.35 MILE EAST OF THIS
 AN2151'POINT).  CONTINUE STRAIGHT AHEAD 0.05 MILE TO THE ENTRANCE TO
 AN2151'THE GIN ON THE LEFT.  TURN LEFT, GO 0.05 MILE TO A GARAGE AND
 AN2151'THE STATION.
 AN2151'
 AN2151'THE STATION MARK IS STAMPED ERIC 1953.  IT IS A STANDARD DISK
 AN2151'SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 20 FEET
 AN2151'SOUTHEAST OF THE NORTHWEST CORNER OF A FENCE, 12 FEET NORTH OF
 AN2151'A BRICK GARAGE, 12 FEET NORTH OF A WHITE WITNESS POST AND 6
 AN2151'FEET EAST OF A LARGE BUTANE TANK.
 AN2151'
 AN2151'REFERENCE MARK 1 IS STAMPED ERIC NO 1 1953.  IT IS A STANDARD
 AN2151'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 AN2151'1 FOOT WEST OF A WIRE FENCE.
 AN2151'
 AN2151'REFERENCE MARK 2 IS STAMPED ERIC NO 2 1953.  IT IS A STANDARD
 AN2151'DISK SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 AN2151'LEVEL.  IT IS 118.5 FEET EAST OF THE SOUTHEAST CORNER OF THE
 AN2151'SCALE HOUSE.
 AN2151'
 AN2151'THE AZIMUTH MARK IS STAMPED ERIC 1953.  IT IS A STANDARD DISK
 AN2151'SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 16
 AN2151'FEET NORTH OF THE CENTER LINE OF A PAVED ROAD, 5 FEET WEST
 AN2151'OF A POWER LINE POLE AND 2 FEET WEST OF A WHITE WITNESS POST.
 AN2151'
 AN2151'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AN2151
 AN2151                          STATION RECOVERY (1995)
 AN2151
 AN2151'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN2151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9225 ***********************************************************************
 AF9225  DESIGNATION -  ERIK ET
 AF9225  PID         -  AF9225
 AF9225  STATE/COUNTY-  TX/GARZA
 AF9225  USGS QUAD   -  TWOMILE CREEK (1962)
 AF9225
 AF9225                         *CURRENT SURVEY CONTROL
 AF9225  ___________________________________________________________________
 AF9225* NAD 83(1993)-  33 18 00.70025(N)    101 03 02.20993(W)     ADJUSTED  
 AF9225* NAVD 88     -       721.94   (+/-2cm)    2368.6    (feet)  VERTCON   
 AF9225  ___________________________________________________________________
 AF9225  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 AF9225  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AF9225
 AF9225  HORZ ORDER  -  THIRD
 AF9225  VERT ORDER  -  THIRD ? (See Below)
 AF9225
 AF9225.The horizontal coordinates were established by classical geodetic methods
 AF9225.and adjusted by the National Geodetic Survey in July 1998..
 AF9225
 AF9225.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9225.The vertical order pertains to the NGVD 29 superseded value.
 AF9225
 AF9225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9225
 AF9225.The geoid height was determined by GEOID03.
 AF9225
 AF9225;                    North         East     Units Scale Factor Converg.
 AF9225;SPC TXNC     - 2,184,025.759   362,498.776   MT  0.99988200   -1 23 27.9
 AF9225;SPC TXNC     - 7,165,424.51  1,189,298.07   sFT  0.99988200   -1 23 27.9
 AF9225;UTM  14      - 3,686,443.622   309,075.215   MT  1.00004944   -1 07 34.2
 AF9225
 AF9225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9225!SPC TXNC     -   0.99989066  x   0.99988200  =   0.99977267
 AF9225!UTM  14      -   0.99989066  x   1.00004944  =   0.99994009
 AF9225
 AF9225                          SUPERSEDED SURVEY CONTROL
 AF9225
 AF9225  NGVD 29 (07/17/98)  721.66   (m)         2367.6    (f) LEVELING    3  
 AF9225
 AF9225.Superseded values are not recommended for survey control.
 AF9225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9225.See file dsdata.txt to determine how the superseded data were derived.
 AF9225
 AF9225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0907586444(NAD 83)
 AF9225_MARKER: DS = TRIANGULATION STATION DISK
 AF9225
 AF9225  HISTORY     - Date     Condition        Report By
 AF9225  HISTORY     - 1960     MONUMENTED       USGS
 AF9225
 AF9225                          STATION DESCRIPTION
 AF9225
 AF9225'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AF9225'STATION IS LOCATED ABOUT 17.0 MI. SW. OF SPUR, TEXAS, AND 9.0 MI. SE.
 AF9225'OF KALGARY, TEXAS, ON SMALL GRAVEL HILL.
 AF9225'STATION WAS REACHED FROM SPUR BY GOING S. AND W. ON FARM ROAD 261 FOR
 AF9225'19.6 MI. TO T-RD. S., THENCE S. ALONG GRAVEL RD. FOR 4.4 MI. TO RD.
 AF9225'FORK, THENCE EASTERLY ALONG MAIN TRAVELED RD. FOR 5.0 MI. TO RD. FORK
 AF9225'AND STATION SITE.  STATION IS ABOUT 1150 FT. E. OF JUNCTION AND 125
 AF9225'FT. S. OF TRACK RD.
 AF9225'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.2 FT.
 AF9225'ABOVE GROUND, STAMPED---ERIK - ET 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0427 ***********************************************************************
 BA0427  DESIGNATION -  ERNST
 BA0427  PID         -  BA0427
 BA0427  STATE/COUNTY-  TX/BREWSTER
 BA0427  USGS QUAD   -  ROYS PEAK (1971)
 BA0427
 BA0427                         *CURRENT SURVEY CONTROL
 BA0427  ___________________________________________________________________
 BA0427* NAD 83(1993)-  29 16 18.46010(N)    103 00 43.76880(W)     ADJUSTED  
 BA0427* NAVD 88     -       920.     (meters)    3018.     (feet)  SCALED    
 BA0427  ___________________________________________________________________
 BA0427  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 BA0427  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 BA0427
 BA0427  HORZ ORDER  -  FIRST
 BA0427
 BA0427.The horizontal coordinates were established by classical geodetic methods
 BA0427.and adjusted by the National Geodetic Survey in February 1996..
 BA0427
 BA0427.The orthometric height was scaled from a topographic map.
 BA0427
 BA0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0427
 BA0427.The geoid height was determined by GEOID03.
 BA0427
 BA0427;                    North         East     Units Scale Factor Converg.
 BA0427;SPC TXSC     - 4,166,106.171   210,216.352   MT  0.99986385   -1 57 56.2
 BA0427;SPC TXSC     -13,668,300.00    689,684.81   sFT  0.99986385   -1 57 56.2
 BA0427;UTM  13      - 3,239,737.243   693,127.371   MT  1.00006026   +0 58 20.1
 BA0427
 BA0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0427!SPC TXSC     -   0.99985884  x   0.99986385  =   0.99972271
 BA0427!UTM  13      -   0.99985884  x   1.00006026  =   0.99991909
 BA0427
 BA0427|---------------------------------------------------------------------|
 BA0427| PID    Reference Object                     Distance      Geod. Az  |
 BA0427|                                                           dddmmss.s |
 BA0427| CH9307 ERNST RM 1                            4.654 METERS 17112     |
 BA0427| BA0429 SAN VINCENTE                        APPROX.12.5 KM 1851426.1 |
 BA0427| CH9308 ERNST RM 2                            7.227 METERS 27552     |
 BA0427|---------------------------------------------------------------------|
 BA0427
 BA0427                          SUPERSEDED SURVEY CONTROL
 BA0427
 BA0427  NAD 83(1986)-  29 16 18.46068(N)    103 00 43.77755(W) AD(       ) 1
 BA0427  NAD 27      -  29 16 17.73300(N)    103 00 42.18300(W) AD(       ) 1
 BA0427
 BA0427.Superseded values are not recommended for survey control.
 BA0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0427.See file dsdata.txt to determine how the superseded data were derived.
 BA0427
 BA0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN9312739737(NAD 83)
 BA0427_MARKER: DS = TRIANGULATION STATION DISK
 BA0427_SETTING: 80 = SET IN A BOULDER
 BA0427_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 BA0427
 BA0427  HISTORY     - Date     Condition        Report By
 BA0427  HISTORY     - 1934     MONUMENTED       CGS
 BA0427  HISTORY     - 1958     GOOD             AMS
 BA0427
 BA0427                          STATION DESCRIPTION
 BA0427
 BA0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0427'ONE AND SEVEN-TENTHS MILES EAST OF TORNILLO CREEK AND 1 MILE
 BA0427'NORTHWEST OF ERNST TANK, ON THE HIGHEST POINT OF A LONG, LOW
 BA0427'PROMINENT RIDGE EXTENDING NORTH-AND-SOUTH.
 BA0427'
 BA0427'TO REACH FROM MARTINS RANCH, GO EAST ON ROAD THAT CROSSES
 BA0427'CREEK 0.65 MILE TO FORK, TAKE RIGHT FORK FOR 0.9 MILE TO TWO
 BA0427'ADOBE HOUSES, CONTINUE 0.9 MILE TO POINT WHERE ROAD ENTERS
 BA0427'FROM RIGHT, THENCE ON MAIN ROAD 2.9 MILES, LEAVE MAIN ROAD
 BA0427'AT FORKS, TAKE RIGHT FORK 0.15 MILE TO WELL-TRAVELED SIDE ROAD.
 BA0427'TURN RIGHT, GO SOUTH 5.3 MILES TO FORKS, TAKE LEFT FORK 2.2
 BA0427'MILES TO GATE HUNG ON TALL IRON POSTS, PASS THROUGH THE GATE,
 BA0427'GO 0.85 MILE TO FORKS, TAKE RIGHT FORK 1.7 MILES TO ANOTHER
 BA0427'FORK, TAKE RIGHT FORK AND GO 0.2 MILE, THEN TAKE RIGHT FORK
 BA0427'TO CREEK BOTTOM, FOLLOW DIM ROUGH ROAD SOUTH 2.05 MILES TO A
 BA0427'LUMBER GATE, PASS THROUGH GATE AND PROCEED 0.6 MILE TO END OF
 BA0427'TRUCK TRAVEL.  RIDGE AND STATION ARE TO RIGHT, ABOUT A
 BA0427'45-MINUTE PACK TO SUMMIT.
 BA0427'
 BA0427'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BA0427'SET IN BOULDERS.
 BA0427'UNDERGROUND MARK IS A STANDARD BRONZE DISK, SET IN CONCRETE.
 BA0427'
 BA0427'AZIMUTH MARK IS NORTH OF STATION ON TOP OF RIDGE IN BOULDER
 BA0427'NEAR SMALL CAIRN.
 BA0427
 BA0427                          STATION RECOVERY (1958)
 BA0427
 BA0427'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0427'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BA0427'RECOVERED AS DESCRIBED.
 BA0427'
 BA0427'THE STATION IS LOCATED ON THE HIGHEST POINT OF NNW-SSE RIDGE.
 BA0427'55 FEET NNW OF LARGE BOULDER IN SMALL LIGHT SPOT.  2 FEET WSW OF
 BA0427'SHARP DROP TO ENE.  12 FEET ENE OF GRADUAL DROP TO WSW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2421 ***********************************************************************
 AN2421  DESIGNATION -  EROD
 AN2421  PID         -  AN2421
 AN2421  STATE/COUNTY-  TX/MATAGORDA
 AN2421  USGS QUAD   -  PALACIOS POINT (1973)
 AN2421
 AN2421                         *CURRENT SURVEY CONTROL
 AN2421  ___________________________________________________________________
 AN2421* NAD 83(1993)-  28 34 45.96815(N)    096 13 33.89618(W)     ADJUSTED  
 AN2421* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AN2421  ___________________________________________________________________
 AN2421  X           -    -607,901.531 (meters)                     COMP
 AN2421  Y           -  -5,572,202.281 (meters)                     COMP
 AN2421  Z           -   3,033,038.460 (meters)                     COMP
 AN2421  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AN2421  ELLIP HEIGHT-         -25.69  (meters)          (02/16/96) GPS OBS
 AN2421  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AN2421
 AN2421  HORZ ORDER  -  SECOND
 AN2421  ELLP ORDER  -  FIFTH     CLASS I
 AN2421
 AN2421.The horizontal coordinates were established by GPS observations
 AN2421.and adjusted by the National Geodetic Survey in February 1996..
 AN2421
 AN2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2421
 AN2421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2421
 AN2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2421
 AN2421.The ellipsoidal height was determined by GPS observations
 AN2421.and is referenced to NAD 83.
 AN2421
 AN2421.The geoid height was determined by GEOID03.
 AN2421
 AN2421;                    North         East     Units Scale Factor Converg.
 AN2421;SPC TXSC     - 4,085,908.302   871,335.172   MT  0.99994949   +1 21 32.3
 AN2421;SPC TXSC     -13,405,184.15  2,858,705.48   sFT  0.99994949   +1 21 32.3
 AN2421;UTM  14      - 3,164,535.662   771,323.663   MT  1.00050862   +1 19 40.0
 AN2421
 AN2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2421!SPC TXSC     -   1.00000404  x   0.99994949  =   0.99995353
 AN2421!UTM  14      -   1.00000404  x   1.00050862  =   1.00051266
 AN2421
 AN2421                          SUPERSEDED SURVEY CONTROL
 AN2421
 AN2421  NAD 83(1986)-  28 34 45.97743(N)    096 13 33.86106(W) AD(       ) 2
 AN2421  NGVD 29 (03/06/92)    1.1    (m)            4.     (f) GPS OBS        
 AN2421
 AN2421.Superseded values are not recommended for survey control.
 AN2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2421.See file dsdata.txt to determine how the superseded data were derived.
 AN2421
 AN2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7132464536(NAD 83)
 AN2421_MARKER: DD = SURVEY DISK
 AN2421_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2421_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AN2421_STAMPING: EROD GPS 1991
 AN2421_MARK LOGO: NOS   
 AN2421_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AN2421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2421+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AN2421
 AN2421  HISTORY     - Date     Condition        Report By
 AN2421  HISTORY     - 1991     MONUMENTED       NOS
 AN2421
 AN2421                          STATION DESCRIPTION
 AN2421
 AN2421'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AN2421'STATION IS LOCATED NEAR THE SOUTH WEST PART OF PALACIOS POINT ABOUT 8
 AN2421'MILES SOUTH OF PALACIOS AND IN THE SOUTH EAST PORTION OF MATAGORDA BAY
 AN2421'ON LAND OF THE OYSTER LAKE RANCH. TO REACH BY BOAT FROM PALACIOS GO
 AN2421'SOUTH WEST AND THEN SOUTH TO PALACIOS POINT AND TO STATION AT SOUTH
 AN2421'WEST PART. STATION IS MARKED BY A STANDARD NOS ALUMINUM DISK STAMPED
 AN2421'EROD GPS 1991 SET ON A 42 INCH ALUMINUM ROD THAT PROJECTS 0.18 METERS
 AN2421'AND IS SURROUNDED BY A MASS OF CONCRETE. IT IS ABOUT 200 METERS WEST
 AN2421'OF A NORTH SOUTH TREELINE 8.85 METERS NORTH OF MEAN HIGH WATER LINE
 AN2421'AND 2.28 METERS EAST OF A 2 BY 4 WITH A WITNESS POST WHICH PROJECTS
 AN2421'1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3935 ***********************************************************************
 AB3935  SACS        -  This is a Secondary Airport Control Station.
 AB3935  DESIGNATION -  ERV A
 AB3935  PID         -  AB3935
 AB3935  STATE/COUNTY-  TX/KERR
 AB3935  USGS QUAD   -  CENTER POINT (1982)
 AB3935
 AB3935                         *CURRENT SURVEY CONTROL
 AB3935  ___________________________________________________________________
 AB3935* NAD 83(1993)-  29 58 13.62906(N)    099 04 59.19639(W)     ADJUSTED  
 AB3935* NAVD 88     -       481.91   (meters)    1581.1    (feet)  GPS OBS   
 AB3935  ___________________________________________________________________
 AB3935  X           -    -873,050.464 (meters)                     COMP
 AB3935  Y           -  -5,460,943.852 (meters)                     COMP
 AB3935  Z           -   3,167,766.220 (meters)                     COMP
 AB3935  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AB3935  ELLIP HEIGHT-         459.39  (meters)          (06/26/01) GPS OBS
 AB3935  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 AB3935
 AB3935  HORZ ORDER  -  FIRST
 AB3935  ELLP ORDER  -  THIRD     CLASS II
 AB3935
 AB3935.This mark is at Kerrville Muni/louis Schreiner Fld (ERV) Airport (ERV)
 AB3935
 AB3935.The horizontal coordinates were established by GPS observations
 AB3935.and adjusted by the National Geodetic Survey in June 1996..
 AB3935
 AB3935.The orthometric height was determined by GPS observations and a
 AB3935.high-resolution geoid model.
 AB3935
 AB3935.GPS derived orthometric heights for airport stations designated as
 AB3935.PACS or SACS are published to 2 decimal places.  This maintains
 AB3935.centimeter relative accuracy between the PACS and SACS.  It does
 AB3935.not indicate centimeter accuracy relative to other marks which are
 AB3935.part of the NAVD 88 network.
 AB3935
 AB3935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3935
 AB3935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3935
 AB3935.The ellipsoidal height was determined by GPS observations
 AB3935.and is referenced to NAD 83.
 AB3935
 AB3935.The geoid height was determined by GEOID03.
 AB3935
 AB3935;                    North         East     Units Scale Factor Converg.
 AB3935;SPC TXSC     - 4,236,856.708   591,979.246   MT  0.99992459   -0 02 26.6
 AB3935;SPC TXSC     -13,900,420.72  1,942,185.24   sFT  0.99992459   -0 02 26.6
 AB3935;UTM  14      - 3,315,514.164   491,981.847   MT  0.99960079   -0 02 29.5
 AB3935
 AB3935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3935!SPC TXSC     -   0.99992786  x   0.99992459  =   0.99985245
 AB3935!UTM  14      -   0.99992786  x   0.99960079  =   0.99952868
 AB3935
 AB3935                          SUPERSEDED SURVEY CONTROL
 AB3935
 AB3935  ELLIP H (06/19/96)  459.54   (m)                       GP(       ) 3 2
 AB3935
 AB3935.Superseded values are not recommended for survey control.
 AB3935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3935.See file dsdata.txt to determine how the superseded data were derived.
 AB3935
 AB3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9198215514(NAD 83)
 AB3935_MARKER: DD = SURVEY DISK
 AB3935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3935_STAMPING: ERV A 1994
 AB3935_MARK LOGO: NOS   
 AB3935_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3935+STABILITY: SURFACE MOTION
 AB3935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3935+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1995
 AB3935
 AB3935  HISTORY     - Date     Condition        Report By
 AB3935  HISTORY     - 1994     MONUMENTED       NOS
 AB3935  HISTORY     - 19940615 GOOD             NGS
 AB3935  HISTORY     - 19950424 GOOD             NGS
 AB3935  HISTORY     - 20050521 GOOD             USPSQD
 AB3935
 AB3935                          STATION DESCRIPTION
 AB3935
 AB3935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AB3935'THE STATION IS LOCATED APPROXIMATELY 2000 FT (609.6 M) NORTHWEST OF
 AB3935'RUNWAY END 30, 555.5 FT (169.3 M) WEST OF THE INTERSECTION OF
 AB3935'CENTERLINES RUNWAY 12-30 AND THE THIRD TAXIWAY NORTHWEST OF END 30,
 AB3935'418.2 FT (127.5 M) SOUTHWEST OF THE CENTERLINE OF RUNWAY 12-30 AND
 AB3935'12.6 FT (3.8 M) NORTHEAST OF AN 8 FT (2.4 M) CHAIN-LINK FENCE.  THE
 AB3935'STATION IS A STANDARD NOS DISK STAMPED ERV A 1994 SET IN THE TOP OF A
 AB3935'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AB3935
 AB3935                          STATION RECOVERY (1995)
 AB3935
 AB3935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3935'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHEAST OF KERRVILLE,
 AB3935'NORTHEAST OF STATE HIGHWAY 27 ON THE KERRVILL MUNICIPAL/LOUIS SCHREINE
 AB3935'AIRPORT, INSIDE THE SOUTHWEST BOUNDRY FENCE, 120 M (393.7 FT)
 AB3935'NORHTWEST OF THE EXTENDED CENTERLINE OF THE 3RD RUNWAY CONECTOR
 AB3935'NORTHWEST OF THE RUNWAY 30 END.  OWNERSHIP--CITY OF KERRVILLE, 800
 AB3935'JUNCTION HIGHWAY, CLAY HENKEL MANAGER, PHONE 210 257 8000.  TO REACH
 AB3935'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 27 IN
 AB3935'KERRVILLE, GO EASTERLY ON STATE HIGHWAY 27 FOR 11.6 KM (7.20 MI) TO
 AB3935'AIRPORT LOOP ROAD ON THE LEFT, TURN AND GO NORTHWESTERLY FOR 1.8 KM
 AB3935'(1.10 MI) PASSING OVER A CATTLE GUARD AND TO THE AIRPORT OFFICE
 AB3935'ENTRANCE OF THE LEFT, WEST, GO O.2 KM TO THE KERRVILLE AVIATION OFFICE
 AB3935'ON THE RIGHT AND ENTRANCE TO THE APRON AHEAD.  GO ON APRON AND TURN
 AB3935'LEFT,SOUTH, GO 0.4 KM (0.25 MI) ACROSS THE APRON AND THE SOUTHEAST
 AB3935'APRON/TAXI CONECTOR AND BEAR LEFT SOUTH, AND ALONG A TAXI TO THE TAXI
 AB3935'PARALELLING RUNWAY 12-30, TURN LEFT, SOUTHEAST, GO 0.61 KM (0.35 MI)
 AB3935'TO A RUNWAY CONECTOR (3RD FROM RUNWAY 30 END) TURN RIGHT SOUTHWEST, GO
 AB3935'0.19KM CROSSING THE RUNWAY AND ON TO A CHAIN-LINK FENCE AND THE
 AB3935'STATION ON THE RIGHT IN LINE WITH THE NORTHWEST 1 OF 2 TREES SOUTH OF
 AB3935'THE HIGHWAY.  THE STATION IS 610.0 M (2001.3 FT) NORTHWEST OF THE END
 AB3935'OF RUNWAY 30, 120.0 M (393.7 FT) NORTHWEST OF THE EXTENDED CENTER OF
 AB3935'THE RUNWAY CONECTOR, 50.0 SOUTHEAST OF THE EXTENDED CENTER OF A
 AB3935'CULVERT UNDER THE HIGHWAY, 15.8 M (51.8 FT) NORTHWEST OF A BRACED
 AB3935'FENCE POST, 3.8 NORTHEAST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT)
 AB3935'ABOVE THE LEVEL OF THE HIGHWAY AND THE MONUMENT IS FLUSH WITH THE
 AB3935'GROUND SURFACE.  BY DEB
 AB3935
 AB3935                          STATION RECOVERY (2005)
 AB3935
 AB3935'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AB3935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0972 ***********************************************************************
 BM0972  DESIGNATION -  ERWIN
 BM0972  PID         -  BM0972
 BM0972  STATE/COUNTY-  TX/GRIMES
 BM0972  USGS QUAD   -  NAVASOTA (1989)
 BM0972
 BM0972                         *CURRENT SURVEY CONTROL
 BM0972  ___________________________________________________________________
 BM0972* NAD 83(1993)-  30 29 25.37380(N)    096 02 24.95680(W)     ADJUSTED  
 BM0972* NAVD 88     -       111.0    (meters)     364.     (feet)  VERTCON   
 BM0972  ___________________________________________________________________
 BM0972  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BM0972  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BM0972
 BM0972  HORZ ORDER  -  FIRST
 BM0972
 BM0972.The horizontal coordinates were established by classical geodetic methods
 BM0972.and adjusted by the National Geodetic Survey in February 1996..
 BM0972
 BM0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0972
 BM0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0972
 BM0972.The geoid height was determined by GEOID03.
 BM0972
 BM0972;                    North         East     Units Scale Factor Converg.
 BM0972;SPC TX C     - 3,099,265.350 1,112,035.667   MT  0.99992124   +2 12 40.3
 BM0972;SPC TX C     -10,168,173.07  3,648,403.68   sFT  0.99992124   +2 12 40.3
 BM0972;UTM  14      - 3,376,851.017   784,107.339   MT  1.00059589   +1 30 09.9
 BM0972;UTM  15      - 3,377,056.671   208,158.872   MT  1.00065085   -1 32 37.3
 BM0972
 BM0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0972!SPC TX C     -   0.99998679  x   0.99992124  =   0.99990803
 BM0972!UTM  14      -   0.99998679  x   1.00059589  =   1.00058267
 BM0972!UTM  15      -   0.99998679  x   1.00065085  =   1.00063763
 BM0972
 BM0972|---------------------------------------------------------------------|
 BM0972| PID    Reference Object                     Distance      Geod. Az  |
 BM0972|                                                           dddmmss.s |
 BM0972| CV7567 ERWIN RM 1                           26.248 METERS 08222     |
 BM0972| CV7566 ERWIN AZ MK                                        1065500.1 |
 BM0972| BM0974 NAVASOTA MUNICIPAL TANK             APPROX.11.3 KM 1970915.6 |
 BM0972| BM0975 NAVASOTA CHAMPION CO RAD MAST       APPROX. 9.0 KM 2041736.9 |
 BM0972| CV7568 ERWIN RM 2                           28.365 METERS 23651     |
 BM0972| BM0973 ERWIN RM A 1967                      29.035 METERS 31301     |
 BM0972|---------------------------------------------------------------------|
 BM0972
 BM0972                          SUPERSEDED SURVEY CONTROL
 BM0972
 BM0972  NAD 83(1986)-  30 29 25.38748(N)    096 02 24.93928(W) AD(       ) 1
 BM0972  NAD 27      -  30 29 24.65900(N)    096 02 24.10020(W) AD(       ) 1
 BM0972  NGVD 29 (07/19/86)  111.0    (m)          364.     (f) VERT ANG       
 BM0972
 BM0972.Superseded values are not recommended for survey control.
 BM0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0972.See file dsdata.txt to determine how the superseded data were derived.
 BM0972
 BM0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8410776851(NAD 83)
 BM0972_MARKER: DS = TRIANGULATION STATION DISK
 BM0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0972_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM0972
 BM0972  HISTORY     - Date     Condition        Report By
 BM0972  HISTORY     - 1967     MONUMENTED       CGS
 BM0972  HISTORY     - 19941105 GOOD             USPSQD
 BM0972  HISTORY     - 19991102 MARK NOT FOUND   USPSQD
 BM0972
 BM0972                          STATION DESCRIPTION
 BM0972
 BM0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0972'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH-NORTHEAST OF
 BM0972'NAVASOTA, 3-1/2 MILES WEST OF ANDERSON, 3/4 MILE EAST OF THE
 BM0972'COMMUNITY OF ERWIN AND ON THE NORTH SIDE OF FARM ROAD 149, ON
 BM0972'PROPERTY OWNED BY MR. ERWIN SCHROEDER.
 BM0972'
 BM0972'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 90 AND
 BM0972'FARM ROAD 149 ABOUT 0.15 MILE NORTHWEST OF THE COURTHOUSE IN
 BM0972'ANDERSON, GO WEST ON ROAD 149 FOR 3.1 MILES TO THE AZIMUTH MARK
 BM0972'ON THE LEFT.  CONTINUE WEST FOR 0.05 MILE TO A CROSSROAD.  TURN
 BM0972'RIGHT AND GO NORTH ON A GRAVELED ROAD, CROSSING A CATTLE GUARD,
 BM0972'FOR 0.05 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 BM0972'WESTERLY ON THE TRACK ROAD ALONG THE NORTH SIDE OF AN EAST-WEST
 BM0972'FENCE FOR 0.1 MILE TO THE TOP OF A HILL AND THE STATION ON
 BM0972'THE LEFT.
 BM0972'
 BM0972'THE STATION MARK IS A STANDARD DISK STAMPED ERWIN 1967, SET IN
 BM0972'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND 18 INCHES
 BM0972'BELOW THE SURFACE OF THE GROUND.  IT IS 74 FEET NORTH OF A
 BM0972'36-INCH OAK TREE, 38 FEET NORTH-NORTHWEST OF THE CENTER OF A
 BM0972'TRACK ROAD ON THE SOUTH SIDE OF THE FENCE AND 20 FEET NORTH
 BM0972'OF A METAL WITNESS POST IN THE FENCELINE.
 BM0972'
 BM0972'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ERWIN NO 1 1967,
 BM0972'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 BM0972'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 117
 BM0972'FEET NORTHEAST OF THE 36-INCH OAK TREE, 20 FEET NORTH-NORTHWEST
 BM0972'OF THE CENTER OF THE TRACK ROAD AND 6 INCHES NORTH OF THE FENCE.
 BM0972'
 BM0972'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ERWIN NO 2 1967,
 BM0972'SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 BM0972'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 88
 BM0972'FEET NORTHWEST OF THE 36-INCH OAK TREE, 22 FEET NORTH-NORTHWEST
 BM0972'OF THE CENTER OF THE TRACK ROAD AND 6 INCHES NORTH OF THE FENCE.
 BM0972'
 BM0972'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ERWIN 1967, SET IN
 BM0972'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 BM0972'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 50 FEET SOUTH
 BM0972'OF THE CENTER OF FARM ROAD 149, 1.5 FEET SOUTH-SOUTHWEST OF A
 BM0972'METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 BM0972'
 BM0972'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS.
 BM0972
 BM0972                          STATION RECOVERY (1994)
 BM0972
 BM0972'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0972'RECOVERED IN GOOD CONDITION.
 BM0972
 BM0972                          STATION RECOVERY (1999)
 BM0972
 BM0972'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0973 ***********************************************************************
 BM0973  DESIGNATION -  ERWIN RM A 1967
 BM0973  PID         -  BM0973
 BM0973  STATE/COUNTY-  TX/GRIMES
 BM0973  USGS QUAD   -  NAVASOTA (1989)
 BM0973
 BM0973                         *CURRENT SURVEY CONTROL
 BM0973  ___________________________________________________________________
 BM0973* NAD 83(1993)-  30 29 26.01701(N)    096 02 25.75286(W)     ADJUSTED  
 BM0973* NAVD 88     -       111.4    (meters)     365.     (feet)  VERTCON   
 BM0973  ___________________________________________________________________
 BM0973  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BM0973  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BM0973
 BM0973  HORZ ORDER  -  FIRST
 BM0973
 BM0973.The horizontal coordinates were established by classical geodetic methods
 BM0973.and adjusted by the National Geodetic Survey in February 1996..
 BM0973
 BM0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0973
 BM0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0973
 BM0973.The geoid height was determined by GEOID03.
 BM0973
 BM0973;                    North         East     Units Scale Factor Converg.
 BM0973;SPC TX C     - 3,099,284.322 1,112,013.690   MT  0.99992122   +2 12 39.8
 BM0973;SPC TX C     -10,168,235.31  3,648,331.58   sFT  0.99992122   +2 12 39.8
 BM0973;UTM  14      - 3,376,870.272   784,085.584   MT  1.00059573   +1 30 09.6
 BM0973;UTM  15      - 3,377,077.057   208,138.170   MT  1.00065100   -1 32 37.8
 BM0973
 BM0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0973!SPC TX C     -   0.99998673  x   0.99992122  =   0.99990795
 BM0973!UTM  14      -   0.99998673  x   1.00059573  =   1.00058245
 BM0973!UTM  15      -   0.99998673  x   1.00065100  =   1.00063772
 BM0973
 BM0973|---------------------------------------------------------------------|
 BM0973| PID    Reference Object                     Distance      Geod. Az  |
 BM0973|                                                           dddmmss.s |
 BM0973| BM0972 ERWIN                                29.035 METERS 13301     |
 BM0973| BM0974 NAVASOTA MUNICIPAL TANK             APPROX.11.3 KM 1970118.7 |
 BM0973| BM0975 NAVASOTA CHAMPION CO RAD MAST       APPROX. 9.0 KM 2040708.2 |
 BM0973| BM0131 NELLEVA                             APPROX.12.9 KM 2485431.1 |
 BM0973|---------------------------------------------------------------------|
 BM0973
 BM0973                          SUPERSEDED SURVEY CONTROL
 BM0973
 BM0973  NAD 83(1986)-  30 29 26.03077(N)    096 02 25.73545(W) AD(       ) 1
 BM0973  NAD 27      -  30 29 25.30222(N)    096 02 24.89624(W) AD(       ) 1
 BM0973  NGVD 29 (07/19/86)  111.4    (m)          365.     (f) VERT ANG       
 BM0973
 BM0973.Superseded values are not recommended for survey control.
 BM0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0973.See file dsdata.txt to determine how the superseded data were derived.
 BM0973
 BM0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8408676870(NAD 83)
 BM0973_MARKER: DS = TRIANGULATION STATION DISK
 BM0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0973+STABILITY: SURFACE MOTION
 BM0973
 BM0973  HISTORY     - Date     Condition        Report By
 BM0973  HISTORY     - 1967     MONUMENTED       CGS
 BM0973  HISTORY     - 19941105 GOOD             USPSQD
 BM0973  HISTORY     - 19991102 MARK NOT FOUND   USPSQD
 BM0973
 BM0973                          STATION DESCRIPTION
 BM0973
 BM0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0973'THE STATION IS ABOUT 9 MILES SOUTHWEST OF ROANS PRAIRIE, 7-1/2
 BM0973'MILES NORTH-NORTHEAST OF NAVASOTA, 3-1/2 MILES WEST OF ANDERSON,
 BM0973'AND ON PROPERTY OWNED BY MR. ERWIN SCHROEDER.
 BM0973'
 BM0973'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED
 BM0973'ERWIN RM A 1967, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 BM0973'12 INCHES IN DIAMETER AND 18 INCHES BELOW THE GROUND SURFACE.  IT
 BM0973'IS 113 FEET NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN
 BM0973'ATTACHED, 106 FEET NORTH OF AN EAST-WEST FENCE, AND 70 FEET
 BM0973'SOUTH OF A 30-INCH TREE.
 BM0973'
 BM0973'A TRAVERSE CONNECTION WAS MADE TO ERWIN, THE DISTANCE BEING
 BM0973'29.0358 METERS OR 95.262 FEET NORTHWEST OF ERWIN.
 BM0973'
 BM0973'FOR ROUTE TO REACH THE STATION, SEE DESCRIPTION FOR ERWIN.
 BM0973
 BM0973                          STATION RECOVERY (1994)
 BM0973
 BM0973'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0973'RECOVERED IN GOOD CONDITION.
 BM0973
 BM0973                          STATION RECOVERY (1999)
 BM0973
 BM0973'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0850 ***********************************************************************
 BY0850  DESIGNATION -  ES 15
 BY0850  PID         -  BY0850
 BY0850  STATE/COUNTY-  TX/ANGELINA
 BY0850  USGS QUAD   -  BALD HILL (1980)
 BY0850
 BY0850                         *CURRENT SURVEY CONTROL
 BY0850  ___________________________________________________________________
 BY0850* NAD 83(1986)-  31 14 21.     (N)    094 44 36.     (W)     SCALED    
 BY0850* NAVD 88     -        88.98   (+/-2cm)     291.9    (feet)  VERTCON   
 BY0850  ___________________________________________________________________
 BY0850  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0850
 BY0850  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0850
 BY0850.This mark is at Angelina Co (LFK) Airport (LFK)
 BY0850
 BY0850.The horizontal coordinates were scaled from a topographic map and have
 BY0850.an estimated accuracy of +/- 6 seconds.
 BY0850
 BY0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0850.The vertical order pertains to the NGVD 29 superseded value.
 BY0850
 BY0850.The geoid height was determined by GEOID03.
 BY0850
 BY0850;                    North         East    Units  Estimated Accuracy
 BY0850;SPC TX C     - 3,187,700.    1,232,250.      MT  (+/- 180 meters Scaled)
 BY0850
 BY0850                          SUPERSEDED SURVEY CONTROL
 BY0850
 BY0850  NGVD 29 (??/??/92)   89.016  (m)          292.05   (f) ADJ UNCH    2 0
 BY0850
 BY0850.Superseded values are not recommended for survey control.
 BY0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0850.See file dsdata.txt to determine how the superseded data were derived.
 BY0850
 BY0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ339574(NAD 83)
 BY0850_MARKER: DD = SURVEY DISK
 BY0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0850_STAMPING: ES 15 1948
 BY0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0850+STABILITY: SURFACE MOTION
 BY0850
 BY0850  HISTORY     - Date     Condition        Report By
 BY0850  HISTORY     - 1948     MONUMENTED       USGS
 BY0850  HISTORY     - 1949     GOOD             NGS
 BY0850  HISTORY     - 1971     POOR             NGS
 BY0850
 BY0850                          STATION DESCRIPTION
 BY0850
 BY0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0850'2.0 MI NE FROM BURKE.
 BY0850'2.0 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0850'ORLEANS RAILROAD STATION AT BURKE, AT THE NORTH CORNER OF THE ANGELINA
 BY0850'COUNTY AIRPORT, 271.0 FEET SOUTHEAST OF THE NORTH CORNER POST OF THE
 BY0850'AIRPORT FENCE, 190.0 FEET NORTHWEST OF THE CENTER LINE OF CROSS ROADS,
 BY0850'118.0 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM THE MARVIN BAKER FARM
 BY0850'HOME, 25.0 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 1.2 FEET
 BY0850'SOUTHEAST OF A WITNESS POST, 0.9 FOOT NORTHEAST OF A FENCE, AND SET IN
 BY0850'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0850
 BY0850                          STATION RECOVERY (1971)
 BY0850
 BY0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BY0850'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0856 ***********************************************************************
 BY0856  DESIGNATION -  ES 16
 BY0856  PID         -  BY0856
 BY0856  STATE/COUNTY-  TX/ANGELINA
 BY0856  USGS QUAD   -  LUFKIN (1980)
 BY0856
 BY0856                         *CURRENT SURVEY CONTROL
 BY0856  ___________________________________________________________________
 BY0856* NAD 83(1986)-  31 15 16.     (N)    094 43 18.     (W)     SCALED    
 BY0856* NAVD 88     -        92.30   (+/-2cm)     302.8    (feet)  VERTCON   
 BY0856  ___________________________________________________________________
 BY0856  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0856
 BY0856  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0856
 BY0856.The horizontal coordinates were scaled from a topographic map and have
 BY0856.an estimated accuracy of +/- 6 seconds.
 BY0856
 BY0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0856.The vertical order pertains to the NGVD 29 superseded value.
 BY0856
 BY0856.The geoid height was determined by GEOID03.
 BY0856
 BY0856;                    North         East    Units  Estimated Accuracy
 BY0856;SPC TX C     - 3,189,490.    1,234,230.      MT  (+/- 180 meters Scaled)
 BY0856
 BY0856                          SUPERSEDED SURVEY CONTROL
 BY0856
 BY0856  NGVD 29 (??/??/92)   92.342  (m)          302.96   (f) ADJ UNCH    2 0
 BY0856
 BY0856.Superseded values are not recommended for survey control.
 BY0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0856.See file dsdata.txt to determine how the superseded data were derived.
 BY0856
 BY0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ360590(NAD 83)
 BY0856_MARKER: DD = SURVEY DISK
 BY0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0856_STAMPING: ES 16 1948
 BY0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0856+STABILITY: SURFACE MOTION
 BY0856
 BY0856  HISTORY     - Date     Condition        Report By
 BY0856  HISTORY     - 1948     MONUMENTED       USGS
 BY0856  HISTORY     - 1949     GOOD             NGS
 BY0856
 BY0856                          STATION DESCRIPTION
 BY0856
 BY0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0856'3.7 MI NE FROM BURKE.
 BY0856'3.7 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0856'ORLEANS RAILROAD STATION AT BURKE, IN THE NORTH ANGLE OF THE
 BY0856'INTERSECTION OF A NORTHEAST-SOUTHWEST AND A NORTHWEST-SOUTHEAST CROSS
 BY0856'ROAD, 36.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY0856'NORTHEAST-SOUTHWEST ROAD, 31.0 FEET NORTH OF THE NORTH CORNER OF A
 BY0856'WOODEN BRIDGE, 11.5 FEET EAST OF A 10-INCH OAK TREE, 1.2 FEET
 BY0856'SOUTHWEST OF A 4X4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY0856'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0859 ***********************************************************************
 BY0859  DESIGNATION -  ES 17
 BY0859  PID         -  BY0859
 BY0859  STATE/COUNTY-  TX/ANGELINA
 BY0859  USGS QUAD   -  BALD HILL (1980)
 BY0859
 BY0859                         *CURRENT SURVEY CONTROL
 BY0859  ___________________________________________________________________
 BY0859* NAD 83(1986)-  31 14 47.     (N)    094 42 01.     (W)     SCALED    
 BY0859* NAVD 88     -        92.60   (+/-2cm)     303.8    (feet)  VERTCON   
 BY0859  ___________________________________________________________________
 BY0859  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BY0859
 BY0859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0859
 BY0859.The horizontal coordinates were scaled from a topographic map and have
 BY0859.an estimated accuracy of +/- 6 seconds.
 BY0859
 BY0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0859.The vertical order pertains to the NGVD 29 superseded value.
 BY0859
 BY0859.The geoid height was determined by GEOID03.
 BY0859
 BY0859;                    North         East    Units  Estimated Accuracy
 BY0859;SPC TX C     - 3,188,700.    1,236,310.      MT  (+/- 180 meters Scaled)
 BY0859
 BY0859                          SUPERSEDED SURVEY CONTROL
 BY0859
 BY0859  NGVD 29 (??/??/92)   92.636  (m)          303.92   (f) ADJ UNCH    2 0
 BY0859
 BY0859.Superseded values are not recommended for survey control.
 BY0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0859.See file dsdata.txt to determine how the superseded data were derived.
 BY0859
 BY0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ380581(NAD 83)
 BY0859_MARKER: DD = SURVEY DISK
 BY0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0859_STAMPING: ES 17 1948
 BY0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0859+STABILITY: SURFACE MOTION
 BY0859
 BY0859  HISTORY     - Date     Condition        Report By
 BY0859  HISTORY     - 1948     MONUMENTED       USGS
 BY0859  HISTORY     - 1949     GOOD             NGS
 BY0859
 BY0859                          STATION DESCRIPTION
 BY0859
 BY0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0859'5.80 MI SE FROM BURKE.
 BY0859'4.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0859'ORLEANS RAILROAD STATION AT BURKE, THENCE 1.25 MILES SOUTHEAST ALONG
 BY0859'FARM ROAD 58, AT THE JUNCTION WITH A DIRT ROAD LEADING NORTHEAST, ON
 BY0859'THE EXTENDED CENTER LINE OF THE DIRT ROAD, 36.0 FEET SOUTHWEST OF THE
 BY0859'CENTER LINE OF THE FARM ROAD, 12.0 FEET SOUTHWEST OF A DIM WOODS ROAD
 BY0859'LEADING NORTHWEST, 1.4 FEET NORTHEAST OF A 4X4 REFERENCE POST, SET IN
 BY0859'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0863 ***********************************************************************
 BY0863  DESIGNATION -  ES 18
 BY0863  PID         -  BY0863
 BY0863  STATE/COUNTY-  TX/ANGELINA
 BY0863  USGS QUAD   -  BALD HILL (1980)
 BY0863
 BY0863                         *CURRENT SURVEY CONTROL
 BY0863  ___________________________________________________________________
 BY0863* NAD 83(1986)-  31 13 01.     (N)    094 41 14.     (W)     SCALED    
 BY0863* NAVD 88     -        82.71   (+/-2cm)     271.4    (feet)  VERTCON   
 BY0863  ___________________________________________________________________
 BY0863  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BY0863
 BY0863  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0863
 BY0863.The horizontal coordinates were scaled from a topographic map and have
 BY0863.an estimated accuracy of +/- 6 seconds.
 BY0863
 BY0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0863.The vertical order pertains to the NGVD 29 superseded value.
 BY0863
 BY0863.The geoid height was determined by GEOID03.
 BY0863
 BY0863;                    North         East    Units  Estimated Accuracy
 BY0863;SPC TX C     - 3,185,510.    1,237,710.      MT  (+/- 180 meters Scaled)
 BY0863
 BY0863                          SUPERSEDED SURVEY CONTROL
 BY0863
 BY0863  NGVD 29 (??/??/92)   82.750  (m)          271.49   (f) ADJ UNCH    2 0
 BY0863
 BY0863.Superseded values are not recommended for survey control.
 BY0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0863.See file dsdata.txt to determine how the superseded data were derived.
 BY0863
 BY0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ392548(NAD 83)
 BY0863_MARKER: DD = SURVEY DISK
 BY0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0863_STAMPING: ES 18 1948
 BY0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0863+STABILITY: SURFACE MOTION
 BY0863
 BY0863  HISTORY     - Date     Condition        Report By
 BY0863  HISTORY     - 1948     MONUMENTED       USGS
 BY0863  HISTORY     - 1949     GOOD             NGS
 BY0863
 BY0863                          STATION DESCRIPTION
 BY0863
 BY0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0863'8.05 MI SE FROM BURKE.
 BY0863'4.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0863'ORLEANS RAILROAD STATION AT BURKE, THENCE 3.5 MILES SOUTHEAST ALONG
 BY0863'FARM ROAD 58, AT THE CHARLES BRADLY FARM HOME WHICH IS OCCUPIED BY S.
 BY0863'C. JOHNSON, 376.0 FEET NORTHWEST THE NORTHWEST CORNER OF THE FARM
 BY0863'HOUSE, 189.0 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST,
 BY0863'36.0 FEET EAST OF THE CENTER LINE OF FARM ROAD 58, 1.3 FEET WEST OF A
 BY0863'4X4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0863'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0889 ***********************************************************************
 BY0889  DESIGNATION -  ES 19
 BY0889  PID         -  BY0889
 BY0889  STATE/COUNTY-  TX/ANGELINA
 BY0889  USGS QUAD   -  BALD HILL (1980)
 BY0889
 BY0889                         *CURRENT SURVEY CONTROL
 BY0889  ___________________________________________________________________
 BY0889* NAD 83(1986)-  31 13 34.     (N)    094 39 14.     (W)     SCALED    
 BY0889* NAVD 88     -        71.14   (+/-2cm)     233.4    (feet)  VERTCON   
 BY0889  ___________________________________________________________________
 BY0889  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BY0889
 BY0889  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0889
 BY0889.The horizontal coordinates were scaled from a topographic map and have
 BY0889.an estimated accuracy of +/- 6 seconds.
 BY0889
 BY0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0889.The vertical order pertains to the NGVD 29 superseded value.
 BY0889
 BY0889.The geoid height was determined by GEOID03.
 BY0889
 BY0889;                    North         East    Units  Estimated Accuracy
 BY0889;SPC TX C     - 3,186,680.    1,240,830.      MT  (+/- 180 meters Scaled)
 BY0889
 BY0889                          SUPERSEDED SURVEY CONTROL
 BY0889
 BY0889  NGVD 29 (??/??/92)   71.178  (m)          233.52   (f) ADJ UNCH    2 0
 BY0889
 BY0889.Superseded values are not recommended for survey control.
 BY0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0889.See file dsdata.txt to determine how the superseded data were derived.
 BY0889
 BY0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ424558(NAD 83)
 BY0889_MARKER: DD = SURVEY DISK
 BY0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0889_STAMPING: ES 19 1948
 BY0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0889+STABILITY: SURFACE MOTION
 BY0889
 BY0889  HISTORY     - Date     Condition        Report By
 BY0889  HISTORY     - 1948     MONUMENTED       USGS
 BY0889  HISTORY     - 1949     GOOD             NGS
 BY0889
 BY0889                          STATION DESCRIPTION
 BY0889
 BY0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0889'4.6 MI SW FROM HOMER.
 BY0889'3.55 MILES SOUTHWEST ALONG FARM ROAD 326 FROM THE JUNCTION OF FARM
 BY0889'ROAD 326 AND U. S. HIGHWAY 69 AT HOMER, THENCE 1.05 MILES SOUTHWEST
 BY0889'ALONG A GRADED DIRT ROAD, 1.05 MILES SOUTHWEST OF HOMER CHURCH, AT THE
 BY0889'JUNCTION WITH A ROAD LEADING EAST (THE ROAD LEADING SOUTH AT THIS
 BY0889'POINT BECOMES A TRAIL), 135.0 FEET EAST OF THE SOUTHEAST CORNER OF THE
 BY0889'FARM HOME OF PAUL JORDON WHICH IS OCCUPIED BY STEVE REEVES, 38.0 FEET
 BY0889'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 36.0 FEET NORTH OF
 BY0889'THE CENTER LINE OF THE DIRT ROAD LEADING EAST, 1.5 FEET NORTH OF A
 BY0889'CORNER FENCE POST, 1.0 FOOT WEST OF A FENCE, 1.0 FOOT SOUTHWEST OF A
 BY0889'4X4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0889'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1578 ***********************************************************************
 BY1578  DESIGNATION -  ES 2
 BY1578  PID         -  BY1578
 BY1578  STATE/COUNTY-  TX/HOUSTON
 BY1578  USGS QUAD   -  CROCKETT (1950)
 BY1578
 BY1578                         *CURRENT SURVEY CONTROL
 BY1578  ___________________________________________________________________
 BY1578* NAD 83(1986)-  31 17 00.     (N)    095 24 23.     (W)     SCALED    
 BY1578* NAVD 88     -       101.07   (+/-2cm)     331.6    (feet)  VERTCON   
 BY1578  ___________________________________________________________________
 BY1578  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY1578
 BY1578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1578
 BY1578.The horizontal coordinates were scaled from a topographic map and have
 BY1578.an estimated accuracy of +/- 6 seconds.
 BY1578
 BY1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1578.The vertical order pertains to the NGVD 29 superseded value.
 BY1578
 BY1578.The geoid height was determined by GEOID03.
 BY1578
 BY1578;                    North         East    Units  Estimated Accuracy
 BY1578;SPC TX C     - 3,189,600.    1,168,940.      MT  (+/- 180 meters Scaled)
 BY1578
 BY1578                          SUPERSEDED SURVEY CONTROL
 BY1578
 BY1578  NGVD 29 (??/??/92)  101.060  (m)          331.56   (f) ADJ UNCH    2 0
 BY1578
 BY1578.Superseded values are not recommended for survey control.
 BY1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1578.See file dsdata.txt to determine how the superseded data were derived.
 BY1578
 BY1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ709635(NAD 83)
 BY1578_MARKER: DD = SURVEY DISK
 BY1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1578_STAMPING: E S 2 1948
 BY1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1578+STABILITY: SURFACE MOTION
 BY1578
 BY1578  HISTORY     - Date     Condition        Report By
 BY1578  HISTORY     - 1948     MONUMENTED       USGS
 BY1578  HISTORY     - 1948     GOOD             NGS
 BY1578
 BY1578                          STATION DESCRIPTION
 BY1578
 BY1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1578'4.1 MI SE FROM CROCKETT.
 BY1578'4.1 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE HOUSTON
 BY1578'COUNTY COURTHOUSE AT CROCKETT, 0.15 MILE SOUTHEAST OF A BRIDGE OVER
 BY1578'BEAVER CREEK, 49.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BY1578'62.2 FEET EAST OF THE EAST CORNER OF A RED BRICK FARM HOME OF LEE
 BY1578'BEAVERS, 5.0 FEET SOUTHEAST OF A FENCE CORNER, 3.0 FEET NORTHWEST OF A
 BY1578'CONCRETE RIGHT-OF-WAY POST PAINTED 331.5, 1.0 FOOT NORTHEAST OF A
 BY1578'BARBED WIRE FENCE LINE, SET IN TOP OF A CONCRETE POST PROJECTING 0.4
 BY1578'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0883 ***********************************************************************
 BY0883  DESIGNATION -  ES 20
 BY0883  PID         -  BY0883
 BY0883  STATE/COUNTY-  TX/ANGELINA
 BY0883  USGS QUAD   -  LUFKIN (1980)
 BY0883
 BY0883                         *CURRENT SURVEY CONTROL
 BY0883  ___________________________________________________________________
 BY0883* NAD 83(1986)-  31 15 33.     (N)    094 38 17.     (W)     SCALED    
 BY0883* NAVD 88     -        87.99   (+/-2cm)     288.7    (feet)  VERTCON   
 BY0883  ___________________________________________________________________
 BY0883  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BY0883
 BY0883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0883
 BY0883.The horizontal coordinates were scaled from a topographic map and have
 BY0883.an estimated accuracy of +/- 6 seconds.
 BY0883
 BY0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0883.The vertical order pertains to the NGVD 29 superseded value.
 BY0883
 BY0883.The geoid height was determined by GEOID03.
 BY0883
 BY0883;                    North         East    Units  Estimated Accuracy
 BY0883;SPC TX C     - 3,190,420.    1,242,150.      MT  (+/- 180 meters Scaled)
 BY0883
 BY0883                          SUPERSEDED SURVEY CONTROL
 BY0883
 BY0883  NGVD 29 (??/??/92)   88.034  (m)          288.82   (f) ADJ UNCH    2 0
 BY0883
 BY0883.Superseded values are not recommended for survey control.
 BY0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0883.See file dsdata.txt to determine how the superseded data were derived.
 BY0883
 BY0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ440594(NAD 83)
 BY0883_MARKER: DD = SURVEY DISK
 BY0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0883_STAMPING: ES 20 1948
 BY0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0883+STABILITY: SURFACE MOTION
 BY0883
 BY0883  HISTORY     - Date     Condition        Report By
 BY0883  HISTORY     - 1948     MONUMENTED       USGS
 BY0883  HISTORY     - 1949     GOOD             NGS
 BY0883
 BY0883                          STATION DESCRIPTION
 BY0883
 BY0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0883'2.1 MI SW FROM HOMER.
 BY0883'2.1 MILES SOUTHWEST ALONG FARM ROAD 326 FROM THE JUNCTION OF FARM ROAD
 BY0883'326 AND U. S. HIGHWAY 69 AT HOMER, AT A ROAD JUNCTION, 203.0 FEET EAST
 BY0883'OF AND ACROSS FARM ROAD 326 FROM THE FARM HOME OF H. G. HAVARD, 52.0
 BY0883'FEET EAST OF THE CENTER LINE OF FARM ROAD 326, 38.0 FEET NORTH OF THE
 BY0883'CENTER LINE OF A DIRT ROAD LEADING EAST, 15.0 FEET NORTH OF A TWIN
 BY0883'18-INCH OAK TREE, 1.0 FOOT WEST OF A FENCE LINE, 1.0 FOOT SOUTH OF A
 BY0883'4X4 REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0883'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0878 ***********************************************************************
 BY0878  DESIGNATION -  ES 21
 BY0878  PID         -  BY0878
 BY0878  STATE/COUNTY-  TX/ANGELINA
 BY0878  USGS QUAD   -  LUFKIN (1980)
 BY0878
 BY0878                         *CURRENT SURVEY CONTROL
 BY0878  ___________________________________________________________________
 BY0878* NAD 83(1986)-  31 17 21.     (N)    094 38 17.     (W)     SCALED    
 BY0878* NAVD 88     -        94.34   (+/-2cm)     309.5    (feet)  VERTCON   
 BY0878  ___________________________________________________________________
 BY0878  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BY0878
 BY0878  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0878
 BY0878.The horizontal coordinates were scaled from a topographic map and have
 BY0878.an estimated accuracy of +/- 6 seconds.
 BY0878
 BY0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0878.The vertical order pertains to the NGVD 29 superseded value.
 BY0878
 BY0878.The geoid height was determined by GEOID03.
 BY0878
 BY0878;                    North         East    Units  Estimated Accuracy
 BY0878;SPC TX C     - 3,193,740.    1,241,980.      MT  (+/- 180 meters Scaled)
 BY0878
 BY0878                          SUPERSEDED SURVEY CONTROL
 BY0878
 BY0878  NGVD 29 (??/??/92)   94.380  (m)          309.64   (f) ADJ UNCH    2 0
 BY0878
 BY0878.Superseded values are not recommended for survey control.
 BY0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0878.See file dsdata.txt to determine how the superseded data were derived.
 BY0878
 BY0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ440628(NAD 83)
 BY0878_MARKER: DD = SURVEY DISK
 BY0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0878_STAMPING: ES 21 1948
 BY0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0878+STABILITY: SURFACE MOTION
 BY0878
 BY0878  HISTORY     - Date     Condition        Report By
 BY0878  HISTORY     - 1948     MONUMENTED       USGS
 BY0878  HISTORY     - 1949     GOOD             NGS
 BY0878
 BY0878                          STATION DESCRIPTION
 BY0878
 BY0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0878'IN HOMER.
 BY0878'AT HOMER, AT THE JUNCTION OF U. S. HIGHWAY 69 AND FARM ROAD NO. 326,
 BY0878'107.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOME OF C. B.
 BY0878'MILLION, 62.0 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 69, 27.0
 BY0878'FEET EAST OF THE EXTENDED CENTER LINE OF FARM ROAD NO. 326, 59.0 FEET
 BY0878'EAST OF THE CENTER LINE OF A PRIVATE DRIVE, 2.8 FEET SOUTHWEST OF THE
 BY0878'SOUTHEAST CORNER OF A WHITE BOARD FENCE, 1.2 FEET WEST OF A REFERENCE
 BY0878'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 BY0878'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1575 ***********************************************************************
 BY1575  DESIGNATION -  ES 3
 BY1575  PID         -  BY1575
 BY1575  STATE/COUNTY-  TX/HOUSTON
 BY1575  USGS QUAD   -  CROCKETT (1950)
 BY1575
 BY1575                         *CURRENT SURVEY CONTROL
 BY1575  ___________________________________________________________________
 BY1575* NAD 83(1986)-  31 16 04.     (N)    095 22 42.     (W)     SCALED    
 BY1575* NAVD 88     -       101.69   (+/-2cm)     333.6    (feet)  VERTCON   
 BY1575  ___________________________________________________________________
 BY1575  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY1575
 BY1575  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1575
 BY1575.The horizontal coordinates were scaled from a topographic map and have
 BY1575.an estimated accuracy of +/- 6 seconds.
 BY1575
 BY1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1575.The vertical order pertains to the NGVD 29 superseded value.
 BY1575
 BY1575.The geoid height was determined by GEOID03.
 BY1575
 BY1575;                    North         East    Units  Estimated Accuracy
 BY1575;SPC TX C     - 3,188,000.    1,171,690.      MT  (+/- 180 meters Scaled)
 BY1575
 BY1575                          SUPERSEDED SURVEY CONTROL
 BY1575
 BY1575  NGVD 29 (??/??/92)  101.686  (m)          333.61   (f) ADJ UNCH    2 0
 BY1575
 BY1575.Superseded values are not recommended for survey control.
 BY1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1575.See file dsdata.txt to determine how the superseded data were derived.
 BY1575
 BY1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ735617(NAD 83)
 BY1575_MARKER: DD = SURVEY DISK
 BY1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1575_STAMPING: ES 3 1948
 BY1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1575+STABILITY: SURFACE MOTION
 BY1575
 BY1575  HISTORY     - Date     Condition        Report By
 BY1575  HISTORY     - 1948     MONUMENTED       USGS
 BY1575  HISTORY     - 1948     GOOD             NGS
 BY1575
 BY1575                          STATION DESCRIPTION
 BY1575
 BY1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1575'6.15 MI SE FROM CROCKETT.
 BY1575'6.15 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE HOUSTON
 BY1575'COUNTY COURTHOUSE AT CROCKETT, 0.1 MILE SOUTHEAST OF THE SOUTHEAST
 BY1575'EDGE OF A LARGE PECAN GROVE WHICH IS ON THE SOUTHWEST SIDE OF THE
 BY1575'HIGHWAY, 44.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 21.0
 BY1575'FEET NORTHWEST OF THE CENTER LINE OF A FARM ROAD LEADING SOUTHWEST,
 BY1575'4.3 FEET NORTHWEST OF THE NORTHEASTERN MOST ONE OF 2 CONCRETE
 BY1575'RIGHT-OF-WAY POSTS, 3.5 FEET NORTHWEST OF A BARBED WIRE FENCE CORNER
 BY1575'POST, 1.5 FEET SOUTHEAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE
 BY1575'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1245 ***********************************************************************
 AJ1245  DESIGNATION -  ESCO
 AJ1245  PID         -  AJ1245
 AJ1245  STATE/COUNTY-  TX/KLEBERG
 AJ1245  USGS QUAD   -  ELLA (1963)
 AJ1245
 AJ1245                         *CURRENT SURVEY CONTROL
 AJ1245  ___________________________________________________________________
 AJ1245* NAD 83(1993)-  27 28 23.20925(N)    098 01 54.47587(W)     ADJUSTED  
 AJ1245* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 AJ1245  ___________________________________________________________________
 AJ1245  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AJ1245  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AJ1245
 AJ1245  HORZ ORDER  -  SECOND
 AJ1245
 AJ1245.The horizontal coordinates were established by classical geodetic methods
 AJ1245.and adjusted by the National Geodetic Survey in February 1996..
 AJ1245
 AJ1245.The orthometric height was scaled from a topographic map.
 AJ1245
 AJ1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1245
 AJ1245.The geoid height was determined by GEOID03.
 AJ1245
 AJ1245;                    North         East     Units Scale Factor Converg.
 AJ1245;SPC TX S     - 5,200,227.253   346,271.783   MT  0.99992860   +0 12 45.2
 AJ1245;SPC TX S     -17,061,078.91  1,136,060.01   sFT  0.99992860   +0 12 45.2
 AJ1245;UTM  14      - 3,039,211.585   595,657.618   MT  0.99971295   +0 26 48.1
 AJ1245
 AJ1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1245!SPC TX S     -   0.99999798  x   0.99992860  =   0.99992658
 AJ1245!UTM  14      -   0.99999798  x   0.99971295  =   0.99971093
 AJ1245
 AJ1245:                Primary Azimuth Mark                     Grid Az
 AJ1245:SPC TX S     -  PREMONT SUN OIL CO RADIO MAST            222 59 58.3
 AJ1245:UTM  14      -  PREMONT SUN OIL CO RADIO MAST            222 45 55.4
 AJ1245
 AJ1245|---------------------------------------------------------------------|
 AJ1245| PID    Reference Object                     Distance      Geod. Az  |
 AJ1245|                                                           dddmmss.s |
 AJ1245| AJ1243 PREMONT SUN OIL CO RADIO MAST       APPROX.12.3 KM 2231243.5 |
 AJ1245| AJ1240 PREMONT MOBIL GAS PLANT STK         APPROX.10.7 KM 2275446.3 |
 AJ1245| AJ1242 PREMONT MOBIL SEELIG RANCH TK       APPROX.10.0 KM 2330949.5 |
 AJ1245| AJ1241 HUMBLE OIL CO KING RANCH TK         APPROX. 2.8 KM 2514654.5 |
 AJ1245| CV3162 ESCO AZ MK                                         2655527.2 |
 AJ1245| AJ1244 ELLA HUMBLE OIL CO WATER TANK       APPROX. 7.3 KM 2675203.3 |
 AJ1245| AJ1239 HUMBLE OIL CO KING RANCH MAST       APPROX. 2.4 KM 2735038.6 |
 AJ1245| CV3163 ESCO RM 1                            30.680 METERS 28747     |
 AJ1245| CV3164 ESCO RM 2                            25.175 METERS 35231     |
 AJ1245|---------------------------------------------------------------------|
 AJ1245
 AJ1245                          SUPERSEDED SURVEY CONTROL
 AJ1245
 AJ1245  NAD 83(1986)-  27 28 23.21915(N)    098 01 54.45151(W) AD(       ) 2
 AJ1245  NAD 27      -  27 28 22.08790(N)    098 01 53.44570(W) AD(       ) 2
 AJ1245
 AJ1245.Superseded values are not recommended for survey control.
 AJ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1245.See file dsdata.txt to determine how the superseded data were derived.
 AJ1245
 AJ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9565839212(NAD 83)
 AJ1245_MARKER: DS = TRIANGULATION STATION DISK
 AJ1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1245
 AJ1245  HISTORY     - Date     Condition        Report By
 AJ1245  HISTORY     - 1961     MONUMENTED       CGS
 AJ1245  HISTORY     - 1967     GOOD             HUMBLE
 AJ1245
 AJ1245                          STATION DESCRIPTION
 AJ1245
 AJ1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1245'THE STATION IS IN THE SEELIGSON OIL FIELD OF THE KING RANCH,
 AJ1245'APPROXIMATELY 9-1/2 MILES NORTHEAST OF PREMONT, 9 MILES
 AJ1245'SOUTHWEST OF KINGSVILLE, 4-3/4 MILES EAST OF U.S. HIGHWAY
 AJ1245'281 AND 1-1/2 MILES EAST OF THE JIM WELLS-KLEBERG COUNTY LINE.
 AJ1245'
 AJ1245'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 716
 AJ1245'AND U.S. HIGHWAY 281 WHICH IS APPROXIMATELY 1/2 MILE NORTH OF
 AJ1245'PREMONT, GO NORTH ON HIGHWAY 281 FOR 7.0 MILES TO A CROSSROAD.
 AJ1245'TURN RIGHT, EAST, ON A BLACKTOP ROAD 0.85 MILE TO A CATTLE
 AJ1245'GUARDED GATE.  PASS THROUGH THE GATE AND CONTINUE EAST ON THE
 AJ1245'BLACKTOP ROAD FOR 2.8 MILES TO A GAS PLANT.  TURN RIGHT,
 AJ1245'SOUTH, ON THE BLACKTOP ROAD 0.85 MILE TO A CATTLE GUARD.
 AJ1245'CROSS THE CATTLE GUARD AND CONTINUE SOUTH FOR 0.05 MILE TO
 AJ1245'A SIDE ROAD ON THE LEFT.  TURN LEFT, EAST, ON A BLACKTOP
 AJ1245'ROAD FOR 0.25 MILE TO A BUMPER GATE.  PASS THROUGH THE GATE
 AJ1245'AND CONTINUE EAST FOR 0.05 MILE TO A FORK.  BEAR LEFT,
 AJ1245'NORTHEAST, ON THE BLACKTOP ROAD FOR 0.3 MILE TO A REVERSE Y
 AJ1245'FORK.  CONTINUE STRAIGHT, NORTHEAST, ON THE BLACKTOP ROAD FOR
 AJ1245'1.1 MILES TO A BUMPER GATE.  PASS THROUGH THE GATE AND
 AJ1245'CONTINUE NORTHEAST ON THE BLACKTOP ROAD FOR 0.2 MILE TO A
 AJ1245'CROSSROAD.  TURN RIGHT, EAST, ON A CLICHE ROAD FOR
 AJ1245'0.1 MILE TO A GAS WELL AND THE STATION ON THE LEFT.
 AJ1245'
 AJ1245'STATION MARKS ARE STANDARD DISKS STAMPED ESCO 1961.  THE SURFACE
 AJ1245'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 AJ1245'OF THE GROUND.  IT IS 134.5 FEET NORTHWEST OF THE CENTER OF
 AJ1245'THE CLICHE ROAD AND A PIPELINE CLEARING, 99.5 FEET SOUTHEAST
 AJ1245'OF THE CENTER OF A GAS WELL, 77.5 FEET WEST OF THE CENTER OF
 AJ1245'A TRACK ROAD, 70 FEET NORTH OF THE CENTER OF THE CLICHE
 AJ1245'ROAD AND 2 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND
 AJ1245'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 AJ1245'THE SURFACE OF THE GROUND.
 AJ1245'
 AJ1245'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ESCO NO 1 1961,
 AJ1245'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ1245'IT IS 102 FEET NORTH OF THE CENTER OF THE CLICHE ROAD, 78.5
 AJ1245'FEET SOUTHWEST OF THE CENTER OF THE GAS WELL AND 13 FEET WEST
 AJ1245'OF THE CENTER OF A DIM TRACK ROAD LEADING TO THE GAS WELL.
 AJ1245'
 AJ1245'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ESCO NO 2 1961,
 AJ1245'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ1245'IT IS 152.5 FEET NORTH OF THE CENTER OF THE CLICHE ROAD, 55.5
 AJ1245'FEET WEST OF THE CENTER OF THE TRACK ROAD AND 34.5 FEET EAST
 AJ1245'OF THE CENTER OF THE GAS WELL.
 AJ1245'
 AJ1245'AZIMUTH MARK, A STANDARD DISK STAMPED ESCO 1961, IS SET IN A
 AJ1245'SQUARE CONCRETE POST WHICH PROJECT 3 INCHES.  IT IS 117 FEET
 AJ1245'SOUTH OF THE CENTER OF A CLICHE ROAD AND 2 FEET NORTHEAST
 AJ1245'OF A METAL WITNESS POST.
 AJ1245'
 AJ1245'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 AJ1245'CLICHE ROAD FOR 0.1 MILE TO THE CROSSROAD.  CONTINUE STRAIGHT
 AJ1245'AHEAD, WEST, ON THE CLICHE ROAD FOR 0.35 MILE TO THE AZIMUTH
 AJ1245'MARK ON THE LEFT.
 AJ1245'
 AJ1245'NOTE--REFERNCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1245'
 AJ1245'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AJ1245
 AJ1245                          STATION RECOVERY (1967)
 AJ1245
 AJ1245'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1967 (ELC)
 AJ1245'STATION AZIMUTH MARK, R.M. 1 AND R.M. 2 RECOVERED IN GOOD
 AJ1245'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0893 ***********************************************************************
 CU0893  DESIGNATION -  ESKOTA WATER TANK
 CU0893  PID         -  CU0893
 CU0893  STATE/COUNTY-  TX/FISHER
 CU0893  USGS QUAD   -  ESKOTA (1987)
 CU0893
 CU0893                         *CURRENT SURVEY CONTROL
 CU0893  ___________________________________________________________________
 CU0893* NAD 83(1993)-  32 31 45.05696(N)    100 15 31.59819(W)     ADJUSTED  
 CU0893* NAVD 88     -                                                        
 CU0893  ___________________________________________________________________
 CU0893  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CU0893  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CU0893
 CU0893  HORZ ORDER  -  THIRD
 CU0893
 CU0893.The horizontal coordinates were established by classical geodetic methods
 CU0893.and adjusted by the National Geodetic Survey in February 1996..
 CU0893
 CU0893
 CU0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0893
 CU0893.The geoid height was determined by GEOID03.
 CU0893
 CU0893;                    North         East     Units Scale Factor Converg.
 CU0893;SPC TXNC     - 2,097,027.929   434,791.149   MT  0.99991391   -0 57 33.2
 CU0893;SPC TXNC     - 6,879,999.13  1,426,477.29   sFT  0.99991391   -0 57 33.2
 CU0893;UTM  14      - 3,599,792.385   381,785.667   MT  0.99977232   -0 40 37.1
 CU0893
 CU0893                          SUPERSEDED SURVEY CONTROL
 CU0893
 CU0893  NAD 83(1986)-  32 31 45.06389(N)    100 15 31.58749(W) AD(       ) 4
 CU0893  NAD 27      -  32 31 44.64000(N)    100 15 30.22000(W) AD(       ) 3
 CU0893
 CU0893.Superseded values are not recommended for survey control.
 CU0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0893.See file dsdata.txt to determine how the superseded data were derived.
 CU0893
 CU0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA8178699792(NAD 83)
 CU0893_MARKER: 51 = TANK
 CU0893
 CU0893  HISTORY     - Date     Condition        Report By
 CU0893  HISTORY     - 1908     FIRST OBSERVED   CGS
 CU0893
 CU0893                          STATION DESCRIPTION
 CU0893
 CU0893'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0705 ***********************************************************************
 DO0705  DESIGNATION -  ESKRIDGE
 DO0705  PID         -  DO0705
 DO0705  STATE/COUNTY-  TX/ARCHER
 DO0705  USGS QUAD   -  SLOOP CREEK (1981)
 DO0705
 DO0705                         *CURRENT SURVEY CONTROL
 DO0705  ___________________________________________________________________
 DO0705* NAD 83(1993)-  33 47 09.25602(N)    098 29 28.55009(W)     ADJUSTED  
 DO0705* NAVD 88     -       312.6    (meters)    1026.     (feet)  VERTCON   
 DO0705  ___________________________________________________________________
 DO0705  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 DO0705  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DO0705
 DO0705  HORZ ORDER  -  SECOND
 DO0705
 DO0705.The horizontal coordinates were established by classical geodetic methods
 DO0705.and adjusted by the National Geodetic Survey in February 1996..
 DO0705
 DO0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0705
 DO0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0705
 DO0705.The geoid height was determined by GEOID03.
 DO0705
 DO0705;                    North         East     Units Scale Factor Converg.
 DO0705;SPC TXNC     - 2,235,009.878   600,809.064   MT  0.99995458   +0 00 17.2
 DO0705;SPC TXNC     - 7,332,694.91  1,971,154.40   sFT  0.99995458   +0 00 17.2
 DO0705;UTM  14      - 3,738,534.179   547,098.449   MT  0.99962735   +0 16 58.5
 DO0705
 DO0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0705!SPC TXNC     -   0.99995529  x   0.99995458  =   0.99990987
 DO0705!UTM  14      -   0.99995529  x   0.99962735  =   0.99958266
 DO0705
 DO0705:                Primary Azimuth Mark                     Grid Az
 DO0705:SPC TXNC     -  ESKRIDGE AZ MK                           102 01 57.3
 DO0705:UTM  14      -  ESKRIDGE AZ MK                           101 45 16.0
 DO0705
 DO0705|---------------------------------------------------------------------|
 DO0705| PID    Reference Object                     Distance      Geod. Az  |
 DO0705|                                                           dddmmss.s |
 DO0705| CX7169 ESKRIDGE AZ MK                                     1020214.5 |
 DO0705| DO0707 ESKRIDGE RM 2                        22.507 METERS 12753     |
 DO0705| DO0706 ESKRIDGE                              9.859 METERS 18648     |
 DO0705| CX7170 ESKRIDGE RM 1                        10.796 METERS 29418     |
 DO0705|---------------------------------------------------------------------|
 DO0705
 DO0705                          SUPERSEDED SURVEY CONTROL
 DO0705
 DO0705  NAD 83(1993)-  33 47 09.25629(N)    098 29 28.54958(W) AD(       ) 2
 DO0705  NAD 83(1986)-  33 47 09.25879(N)    098 29 28.53688(W) AD(       ) 2
 DO0705  NAD 27      -  33 47 08.89841(N)    098 29 27.34290(W) AD(       ) 2
 DO0705  NGVD 29 (07/19/86)  312.5    (m)         1025.     (f) VERT ANG       
 DO0705
 DO0705.Superseded values are not recommended for survey control.
 DO0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0705.See file dsdata.txt to determine how the superseded data were derived.
 DO0705
 DO0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4709838534(NAD 83)
 DO0705_MARKER: DS = TRIANGULATION STATION DISK
 DO0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0705
 DO0705  HISTORY     - Date     Condition        Report By
 DO0705  HISTORY     - 1966     MONUMENTED       CGS
 DO0705  HISTORY     - 1975     GOOD             NGS
 DO0705
 DO0705                          STATION DESCRIPTION
 DO0705
 DO0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0705'THE STATION IS ABOUT 11-1/2 MILES EAST OF HOLLIDAY, 9 MILES
 DO0705'SOUTH OF WICHITA FALLS AND 9 MILES NORTH OF SCOTLAND ON THE
 DO0705'SUMMIT OF A LOW, BRUSH COVERED HILL ON PROPERTY OWNED BY
 DO0705'MR. W.B. FULLER.
 DO0705'
 DO0705'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0705'STATE HIGHWAY 79 AT THE SOUTH EDGE OF WICHITA FALLS, GO SOUTH ON
 DO0705'U.S. HIGHWAY 281 FOR 4.8 MILES TO A GATE AND A CATTLE GUARD ON
 DO0705'THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 DO0705'SOUTH ON U.S. HIGHWAY 281 FOR 0.1 MILE TO THE AZIMUTH MARK ON
 DO0705'THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE, AND GO WEST ON
 DO0705'THE BLADED ROAD FOR 0.5 MILE TO MR. FULLERS HOUSE ON THE LEFT
 DO0705'AND THE STATION.
 DO0705'
 DO0705'THE STATION MARK IS A STANDARD DISK, STAMPED ESKRIDGE 1966, SET
 DO0705'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0705'IS FLUSH WITH THE GROUND.  IT IS 105 FEET SOUTH OF THE CENTERLINE
 DO0705'OF THE ROAD AND 55.1 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 DO0705'OF THE HOUSE.
 DO0705'
 DO0705'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ESKRIDGE NO 1 1966,
 DO0705'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0705'THAT IS FLUSH WITH THE GROUND.  IT IS 100 FEET SOUTH OF THE
 DO0705'CENTERLINE OF THE ROAD, 65.3 FEET SOUTHWEST OF THE SOUTHWEST
 DO0705'CORNER OF THE HOUSE AND AT ABOUT THE SAME ELEVATION AS THE
 DO0705'STATION.
 DO0705'
 DO0705'ESKRIDGE (USGS) IS A U.S. GEOLOGICAL SURVEY BRASS CAP RIVETED
 DO0705'TO THE TOP OF A 3 INCH GALVANIZED PIPE THAT PROJECTS 10 INCHES
 DO0705'ABOVE THE GROUND.  IT IS 137 FEET SOUTH OF THE CENTERLINE OF THE
 DO0705'ROAD, 86.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DO0705'HOUSE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 DO0705'
 DO0705'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ESKRIDGE 1966, SET
 DO0705'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0705'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 49 FEET WEST OF THE
 DO0705'CENTERLINE OF U.S. HIGHWAY 281, 2.0 FEET NORTH OF A WITNESS POST,
 DO0705'2.0 FEET SOUTH OF A POWER LINE POLE AND 0.8 FEET EAST OF THE
 DO0705'RIGHT-OF-WAY FENCE.
 DO0705
 DO0705                          STATION RECOVERY (1975)
 DO0705
 DO0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0705'THE STATION MARK, AZIMUTH MARK AND ESKRIDGE USGS WERE RECOVERED AND
 DO0705'FOUND IN GOOD CONDITION.  A HOUSE HAS BEEN ERECTED OVER REFERENCE
 DO0705'MARK 1, THEREFORE DISTANCE AND DIRECTION COULD NOT BE OBTAINED
 DO0705'AT THIS TIME.  THE STATION MARK IS NOW TO CLOSE TO THE HOUSE TO
 DO0705'ERECT A TOWER.  REFERENCE MARK 2 WAS ESTABLISHED AT THIS TIME,
 DO0705'TOWER WAS ERECTED AND OCCUPIED.  FOR A MORE COMPLETE AND
 DO0705'DETAILED DESCRIPTION SEE ESKRIDGE RM 2.
 DO0705'
 DO0705'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 DO0705'SOUTHEAST OF WICHITA FALLS.
 DO0705'
 DO0705'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0706 ***********************************************************************
 DO0706  DESIGNATION -  ESKRIDGE
 DO0706  PID         -  DO0706
 DO0706  STATE/COUNTY-  TX/ARCHER
 DO0706  USGS QUAD   -  SLOOP CREEK (1981)
 DO0706
 DO0706                         *CURRENT SURVEY CONTROL
 DO0706  ___________________________________________________________________
 DO0706* NAD 83(1993)-  33 47 08.93827(N)    098 29 28.59547(W)     ADJUSTED  
 DO0706* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 DO0706  ___________________________________________________________________
 DO0706  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 DO0706  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DO0706
 DO0706  HORZ ORDER  -  SECOND
 DO0706
 DO0706.The horizontal coordinates were established by classical geodetic methods
 DO0706.and adjusted by the National Geodetic Survey in February 1996..
 DO0706
 DO0706.The orthometric height was scaled from a topographic map.
 DO0706
 DO0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0706
 DO0706.The geoid height was determined by GEOID03.
 DO0706
 DO0706;                    North         East     Units Scale Factor Converg.
 DO0706;SPC TXNC     - 2,235,000.088   600,807.897   MT  0.99995456   +0 00 17.1
 DO0706;SPC TXNC     - 7,332,662.79  1,971,150.58   sFT  0.99995456   +0 00 17.1
 DO0706;UTM  14      - 3,738,524.387   547,097.330   MT  0.99962734   +0 16 58.4
 DO0706
 DO0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0706!SPC TXNC     -   0.99995537  x   0.99995456  =   0.99990993
 DO0706!UTM  14      -   0.99995537  x   0.99962734  =   0.99958273
 DO0706
 DO0706                          SUPERSEDED SURVEY CONTROL
 DO0706
 DO0706  NAD 83(1993)-  33 47 08.93854(N)    098 29 28.59496(W) AD(       ) 2
 DO0706  NAD 83(1986)-  33 47 08.94110(N)    098 29 28.58225(W) AD(       ) 2
 DO0706  NAD 27      -  33 47 08.58070(N)    098 29 27.38827(W) AD(       ) 2
 DO0706
 DO0706.Superseded values are not recommended for survey control.
 DO0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0706.See file dsdata.txt to determine how the superseded data were derived.
 DO0706
 DO0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4709738524(NAD 83)
 DO0706_MARKER: DD = SURVEY DISK
 DO0706_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DO0706_SP_SET: METAL PIPE IMBEDDED IN GROUND
 DO0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0706
 DO0706  HISTORY     - Date     Condition        Report By
 DO0706  HISTORY     - 1966     MONUMENTED       USGS
 DO0706  HISTORY     - 1966     GOOD             USGS
 DO0706  HISTORY     - 1975     GOOD             NGS
 DO0706
 DO0706                          STATION DESCRIPTION
 DO0706
 DO0706'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JC)
 DO0706'THE STATION IS ABOUT 11-1/2 MILES EAST OF HOLLIDAY, 9 MILES SOUTH
 DO0706'OF WICHITA FALLS AND 9 MILES NORTH OF SCOTLAND ON THE SUMMIT OF
 DO0706'A LOW, BRUSH COVERED HILL ON PROPERTY OWNED BY MR. W.B. FULLER,
 DO0706'137 FEET SOUTH OF THE CENTERLINE OF A BLADED ROAD AND 86.5 FEET
 DO0706'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF MR. FULLERS HOUSE.
 DO0706'
 DO0706'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ESKRIDGE,
 DO0706'DISTANCE BEING 9.858 METERS (32.34 FEET) SOUTH OF STATION
 DO0706'ESKRIDGE.  THE MARK IS A U.S. GEOLOGICAL SURVEY BRASS CAP RIVETED
 DO0706'TO THE TOP OF A 3 INCH GALVANIZED PIPE THAT PROJECTS 10 INCHES
 DO0706'ABOVE THE GROUND.  IT IS UNSTAMPED.
 DO0706
 DO0706                          STATION RECOVERY (1966)
 DO0706
 DO0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0706'ON FARM OWNED BY MRS. O. M. FULLER, ABOUT 8 MI. S. OF WICHITA FALLS,
 DO0706'ABOUT 4 MI. S. AND 3.5 MI. W. OF THE NE. CORNER OF ARCHER COUNTY.
 DO0706'THE SW. CORNER OF RESIDENCE OCCUPIED BY MRS. O. M. FULLER BEARS NNE.
 DO0706'80 FT.
 DO0706'
 DO0706'RECOVERED AS DESCRIBED BY USGS IN 1955.
 DO0706'
 DO0706'STATION MARK--A STAMPED IRON POST PROJECTING 8 IN. ABOVE SURFACE OF
 DO0706'GROUND, UNDER WHICH A ROUND BROWN BOTTLE WAS BURIED.
 DO0706
 DO0706                          STATION RECOVERY (1975)
 DO0706
 DO0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0706'STATION RECOVERED AS DESCRIBED IN 1966.
 DO0706'
 DO0706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTHEAST
 DO0706'OF WICHITA FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3045 ***********************************************************************
 CS3045  DESIGNATION -  ESKRIDGE
 CS3045  PID         -  CS3045
 CS3045  STATE/COUNTY-  TX/ELLIS
 CS3045  USGS QUAD   -  VENUS (1978)
 CS3045
 CS3045                         *CURRENT SURVEY CONTROL
 CS3045  ___________________________________________________________________
 CS3045* NAD 83(1993)-  32 26 12.33496(N)    097 01 29.81861(W)     ADJUSTED  
 CS3045* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 CS3045  ___________________________________________________________________
 CS3045  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 CS3045  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CS3045
 CS3045  HORZ ORDER  -  FIRST
 CS3045
 CS3045.The horizontal coordinates were established by classical geodetic methods
 CS3045.and adjusted by the National Geodetic Survey in February 1996..
 CS3045
 CS3045.The orthometric height was scaled from a topographic map.
 CS3045
 CS3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3045
 CS3045.The geoid height was determined by GEOID03.
 CS3045
 CS3045;                    North         East     Units Scale Factor Converg.
 CS3045;SPC TXNC     - 2,086,370.286   738,703.084   MT  0.99992979   +0 48 16.1
 CS3045;SPC TXNC     - 6,845,033.18  2,423,561.70   sFT  0.99992979   +0 48 16.1
 CS3045;UTM  14      - 3,590,565.841   685,680.056   MT  1.00002517   +1 03 34.8
 CS3045
 CS3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3045!SPC TXNC     -   0.99996121  x   0.99992979  =   0.99989101
 CS3045!UTM  14      -   0.99996121  x   1.00002517  =   0.99998638
 CS3045
 CS3045:                Primary Azimuth Mark                     Grid Az
 CS3045:SPC TXNC     -  MIDLOTHIAN MUNICIPAL TANK                028 41 13.2
 CS3045:UTM  14      -  MIDLOTHIAN MUNICIPAL TANK                028 25 54.5
 CS3045
 CS3045|---------------------------------------------------------------------|
 CS3045| PID    Reference Object                     Distance      Geod. Az  |
 CS3045|                                                           dddmmss.s |
 CS3045| CS2736 MIDLOTHIAN MUNICIPAL TANK           APPROX. 5.9 KM 0292929.3 |
 CS3045| CS2735 ROYAL RANCH WATER TANK              APPROX. 4.0 KM 1345941.0 |
 CS3045| CY1776 ESKRIDGE RM 1                        27.946 METERS 14447     |
 CS3045| CY1775 ESKRIDGE AZ MK                                     1765313.1 |
 CS3045| CY1777 ESKRIDGE RM 2                        24.642 METERS 26131     |
 CS3045|---------------------------------------------------------------------|
 CS3045
 CS3045                          SUPERSEDED SURVEY CONTROL
 CS3045
 CS3045  NAD 83(1986)-  32 26 12.34077(N)    097 01 29.79947(W) AD(       ) 1
 CS3045  NAD 27      -  32 26 11.83300(N)    097 01 28.78100(W) AD(       ) 1
 CS3045
 CS3045.Superseded values are not recommended for survey control.
 CS3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3045.See file dsdata.txt to determine how the superseded data were derived.
 CS3045
 CS3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA8568090566(NAD 83)
 CS3045_MARKER: DS = TRIANGULATION STATION DISK
 CS3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3045
 CS3045  HISTORY     - Date     Condition        Report By
 CS3045  HISTORY     - 1947     MONUMENTED       CGS
 CS3045  HISTORY     - 1948     GOOD             CGS
 CS3045  HISTORY     - 1959     GOOD             CGS
 CS3045  HISTORY     - 1960     GOOD             CGS
 CS3045  HISTORY     - 1969     GOOD             CGS
 CS3045  HISTORY     - 1981     GOOD             NGS
 CS3045
 CS3045                          STATION DESCRIPTION
 CS3045
 CS3045'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 CS3045'THE STATION IS LOCATED ON THE SUMMIT OF THE HIGHEST HILL
 CS3045'IN THE VICINITY, ABOUT 3.5 MILES SOUTH-SOUTHWEST OF MIDLOTHIAN
 CS3045'AND 216 FEET SOUTHWEST OF A FENCE CORNER.  IT IS SET FLUSH
 CS3045'WITH THE GROUND AND IS STAMPED ESKRIDGE 1947.
 CS3045'
 CS3045'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION,
 CS3045'PROJECTS 6 INCHES AND IS STAMPED ESKRIDGE NO 1 1947.
 CS3045'
 CS3045'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE HILL
 CS3045'AND IS ABOUT 2.5 FEET BELOW STATION ELEVATION.  IT PROJECTS
 CS3045'6 INCHES AND IS STAMPED ESKRIDGE NO 2 1947.
 CS3045'
 CS3045'AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF A FIELD, 51 FEET
 CS3045'NORTHEAST OF A FENCE CORNER AND 42 FEET NORTHEAST OF THE
 CS3045'CENTER OF A T ROAD INTERSECTION.  IT PROJECTS 4 INCHES AND
 CS3045'IS STAMPED ESKRIDGE 1947.
 CS3045'
 CS3045'TO REACH THE STATION FROM THE DEPOT AND U.S. HIGHWAY NO.
 CS3045'287 IN MIDLOTHIAN, GO SOUTH (ALONG THE EAST SIDE OF THE RR
 CS3045'TRACKS) FOR 4.0 MILES TO A T ROAD RIGHT, TURN RIGHT, WEST,
 CS3045'AND GO 1.5 MILES TO A T JUNCTION, (AZIMUTH MARK ON THE RIGHT)
 CS3045'TURN RIGHT AND FOLLOW THE MAIN ROAD NORTH AND WEST FOR 0.7
 CS3045'MILE TO WHERE THE ROAD TURNS TO THE RIGHT, THE STATION IS
 CS3045'ABOUT 270 FEET SOUTHWEST ON THE SUMMIT OF THE HILL AS
 CS3045'DESCRIBED.
 CS3045'
 CS3045'AN 87 FOOT SIGNAL AT WYATT IS VISIBLE AT 4 FEET.
 CS3045'
 CS3045'A 5 FOOT SIGNAL AT BRITTON IS VISIBLE AT 4 FEET.
 CS3045'
 CS3045'A 5 FOOT SIGNAL AT SOAP IS VISIBLE AT 4 FEET.
 CS3045'
 CS3045'A 74 FOOT SIGNAL AT PATTON IS VISIBLE AT 4 FEET.
 CS3045'
 CS3045'A 100 FOOT SIGNAL AT MIDLOTHIAN IS VISIBLE AT 4 FEET.
 CS3045'
 CS3045'A 5 FOOT SIGNAL AT OVILLA IS VISIBLE AT 4 FEET.
 CS3045'
 CS3045'A 100 FOOT SIGNAL AT WAXAHACHIE MAG IS VISIBLE AT 4 FEET.
 CS3045'
 CS3045'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS3045
 CS3045                          STATION RECOVERY (1948)
 CS3045
 CS3045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3045'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1947,
 CS3045'ALL MARKS ARE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CS3045'
 CS3045'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHWEST OF
 CS3045'MIDLOTHIAN, ON THE SUMMIT OF THE HIGHEST HILL IN THE VICINITY
 CS3045'AND 216 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK IS SET
 CS3045'FLUSH WITH THE GROUND AND THE DISK IS STAMPED ESKRIDGE 1947.
 CS3045'
 CS3045'REFERENCE MARK NO. 1 IS 91.69 FEET SOUTHEAST OF THE STATION,
 CS3045'ON THE SAME ELEVATION AS STATION.  THE MARK PROJECTS 6 INCHES
 CS3045'AND THE DISK IS STAMPED ESKRIDGE NO 1 1947.
 CS3045'
 CS3045'REFERENCE MARK NO. 2 IS 80.85 FEET WEST-SOUTHWEST OF THE
 CS3045'STATION AND ABOUT 2.5 FEET BELOW THE STATION.  THE MARK
 CS3045'PROJECTS 6 INCHES AND THE DISK IS STAMPED ESKRIDGE NO 2
 CS3045'1947.
 CS3045'
 CS3045'AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH OF THE STATION, IN THE
 CS3045'SOUTHWEST CORNER OF A FIELD, 51 FEET NORTHEAST OF A FENCE
 CS3045'CORNER AND 42 FEET NORTHEAST OF THE T ROAD JUNCTION.  THE
 CS3045'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ESKRIDGE 1947.
 CS3045'
 CS3045'TO REACH FROM THE DEPOT IN MIDLOTHIAN, GO SOUTH ALONG THE
 CS3045'EAST SIDE OF RAILROAD TRACKS FOR 4.0 MILES TO A T ROAD RIGHT,
 CS3045'TURN RIGHT FOR 1.5 MILES TO A T ROAD JUNCTION (AZIMUTH MARK
 CS3045'ON THE RIGHT), TURN RIGHT FOR 0.7 MILE TO WHERE ROAD MAKES
 CS3045'A RIGHT TURN AND THE STATION ABOUT 250 FEET SOUTHWEST ON
 CS3045'TOP OF HILL.
 CS3045'
 CS3045'A 74 FOOT SIGNAL AT BRITTON 1947 IS V.G.
 CS3045'
 CS3045'A 100 FOOT SIGNAL AT WAXAHACHIE MAG 1947 IS V.G.
 CS3045'
 CS3045'A 100 FOOT SIGNAL AT ONION IS V.G.
 CS3045'
 CS3045'A 74 FOOT SIGNAL AT LEGUIZAMON IS V.G.
 CS3045'
 CS3045'A 100 FOOT SIGNAL AT CHAMBERS IS V.G.
 CS3045'
 CS3045'A 100 FOOT SIGNAL AT ALVARADO IS V.G.
 CS3045'
 CS3045'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3045
 CS3045                          STATION RECOVERY (1959)
 CS3045
 CS3045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS3045'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CS3045'IN GOOD CONDITION.  A LARGE A.T. AND T. RELAY TOWER NOW
 CS3045'STANDS ON THE HILL.
 CS3045'
 CS3045'THE STATION IS AT THE NORTH END OF THE PASTURE HILL, ABOUT
 CS3045'30 YARDS NORTH OF THE NORTH FENCE ENCLOSING THE TOWER AND
 CS3045'IS 5 FEET N. OF A 4 X 4 POST, A FLUSH MARK.
 CS3045'
 CS3045'REFERENCE MARK NO. 1 IS 3 FEET NORTH OF THE NORTH FENCE
 CS3045'AND ABOUT 35 YARDS EAST OF THE NORTHWEST FENCE CORNER.
 CS3045'
 CS3045'REFERENCE MARK NO. 2 IS ABOUT 24 YARDS NORTHWEST OF THE
 CS3045'NORTHWEST CORNER OF THE FENCE.
 CS3045'
 CS3045'THE AZIMUTH MARK IS IN GOOD CONDITION AS DESCRIBED.
 CS3045'
 CS3045'TO REACH FROM THE JUNCTION OF HIGHWAYS 67 AND 187 IN THE
 CS3045'WEST PART OF MIDLOTHIAN.  GO SOUTH AND SOUTHWEST ON NO. 67,
 CS3045'02.3 MILES.  THEN TURN LEFT AND GO SOUTH ON A NARROW BLACKTOP
 CS3045'ROAD 00.8 MILE.  THEN TAKE THE LEFT FORK SOUTHEAST UP OVER
 CS3045'THE HILLS 00.8 MILE.  TAKE A T ROAD SOUTH AND GO 00.6 MILE
 CS3045'TO A TURN TO THE LEFT AND THE ENTRANCE GATE TO THE TOWER.
 CS3045'GO IN THROUGH THE GATE ABOUT 30 YARDS TO A TRACK ROAD TO
 CS3045'THE RIGHT ALONG THE NORTH SIDE OF THE TOWER FENCE AND GO
 CS3045'ABOUT 50 YARDS TO THE STATION AS DESCRIBED.
 CS3045
 CS3045                          STATION RECOVERY (1960)
 CS3045
 CS3045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS3045'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3045'IN GOOD CONDITION AS DESCRIBED.  STATION IS LOCATED TO THE
 CS3045'NORTH OF A MICRO WAVE TOWER, ABOUT 200 FEET.  DIRECTIONS
 CS3045'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS3045
 CS3045                          STATION RECOVERY (1969)
 CS3045
 CS3045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS3045'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 CS3045'MARK WERE RECOVERED IN GOOD CONDITION.
 CS3045'
 CS3045'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF MIDLOTHIAN AND
 CS3045'5 MILES EAST OF VENUS, ON THE HIGHEST HILL IN THE VICINITY.
 CS3045'THE STATION MARK IS IN PASTURE LAND, ABOUT 100 FEET NORTH
 CS3045'OF A FENCE WHICH SURROUNDS AN A.T. AND T. MICROWAVE TOWER.
 CS3045'
 CS3045'AN ALTERNATE ROUTE TO REACH STATION IS AS FOLLOWS--TO REACH
 CS3045'FROM THE JUNCTION OF U.S. HIGHWAY 67 AND FARM ROAD 157 AT
 CS3045'VENUS, GO NORTHEAST ON U.S. HIGHWAY 67 FOR 4.95 MILES TO
 CS3045'A ROAD LEADING SOUTH AT THE TEXAS INDUSTRIES CEMENT PLANT.
 CS3045'TURN RIGHT, ACROSS RAILROAD TRACKS, GO SOUTH ON A BLACK-TOP
 CS3045'ROAD 0.8 MILE TO A ROAD FORK, TAKE LEFT FORK, GO 1.4 MILES
 CS3045'TO A CATTLE GUARD AT ENTRANCE TO A.T. AND T. TOWER AND
 CS3045'STATION ABOUT 100 YARDS TO THE WEST.
 CS3045'
 CS3045'TO REACH AZIMUTH MARK GO SOUTHERLY ON A ROCK ROAD WHICH IS
 CS3045'ABOUT 50 YARDS NORTH OF THE CATTLE GUARD FOR 0.7 MILE TO A
 CS3045'SIDE ROAD AND AZIMUTH MARK ON THE LEFT.  A METAL WITNESS
 CS3045'POST WAS SET 1 FOOT SOUTHWEST OF THE MARK.
 CS3045'
 CS3045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5
 CS3045'MILES SOUTH OF MIDLOTHIAN
 CS3045
 CS3045                          STATION RECOVERY (1981)
 CS3045
 CS3045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JN)
 CS3045'ESKRIDGE 1947 RECOVERED GOOD - DESCRIPTION TO REACH ADEQUATE.
 CS3045'
 CS3045'RM 1 AND RM 2 RECOVERED GOOD.
 CS3045'
 CS3045'AZI MK DID NOT SEARCH - RELAY TOWER IS IN LINE OF SIGHT.
 CS3045'
 CS3045'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI SOUTHWEST
 CS3045'MIDLOTHIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0707 ***********************************************************************
 DO0707  DESIGNATION -  ESKRIDGE RM 2
 DO0707  PID         -  DO0707
 DO0707  STATE/COUNTY-  TX/ARCHER
 DO0707  USGS QUAD   -  SLOOP CREEK (1981)
 DO0707
 DO0707                         *CURRENT SURVEY CONTROL
 DO0707  ___________________________________________________________________
 DO0707* NAD 83(1993)-  33 47 08.80749(N)    098 29 27.85958(W)     ADJUSTED  
 DO0707* NAVD 88     -       312.7    (meters)    1026.     (feet)  VERTCON   
 DO0707  ___________________________________________________________________
 DO0707  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 DO0707  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DO0707
 DO0707  HORZ ORDER  -  FIRST
 DO0707
 DO0707.The horizontal coordinates were established by classical geodetic methods
 DO0707.and adjusted by the National Geodetic Survey in February 1996..
 DO0707
 DO0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0707
 DO0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0707
 DO0707.The geoid height was determined by GEOID03.
 DO0707
 DO0707;                    North         East     Units Scale Factor Converg.
 DO0707;SPC TXNC     - 2,234,996.061   600,826.829   MT  0.99995456   +0 00 17.5
 DO0707;SPC TXNC     - 7,332,649.58  1,971,212.69   sFT  0.99995456   +0 00 17.5
 DO0707;UTM  14      - 3,738,520.453   547,116.275   MT  0.99962737   +0 16 58.9
 DO0707
 DO0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0707!SPC TXNC     -   0.99995528  x   0.99995456  =   0.99990984
 DO0707!UTM  14      -   0.99995528  x   0.99962737  =   0.99958266
 DO0707
 DO0707:                Primary Azimuth Mark                     Grid Az
 DO0707:SPC TXNC     -  ESKRIDGE AZ MK                           101 18 59.2
 DO0707:UTM  14      -  ESKRIDGE AZ MK                           101 02 17.8
 DO0707
 DO0707|---------------------------------------------------------------------|
 DO0707| PID    Reference Object                     Distance      Geod. Az  |
 DO0707|                                                           dddmmss.s |
 DO0707| CX7169 ESKRIDGE AZ MK                                     1011916.7 |
 DO0707| DO0706 ESKRIDGE                             19.356 METERS 28201     |
 DO0707| DO0705 ESKRIDGE                             22.507 METERS 30753     |
 DO0707| DO0791 WICHITA FALLS TV KFDX MAST          APPROX.13.1 KM 3313413.9 |
 DO0707| DO0787 WICHITA FALLS SW MUN TANK           APPROX.10.9 KM 3380110.5 |
 DO0707| DO0788 WICHITA FALLS TV KAUZ MAST          APPROX.13.6 KM 3404625.8 |
 DO0707| DO0786 WICHITA FALLS NW MUN TANK           APPROX.13.8 KM 3444908.5 |
 DO0707| DO0785 WICHITA FALLS NE MUN TANK           APPROX.13.7 KM 3533110.6 |
 DO0707|---------------------------------------------------------------------|
 DO0707
 DO0707                          SUPERSEDED SURVEY CONTROL
 DO0707
 DO0707  NAD 83(1993)-  33 47 08.80776(N)    098 29 27.85907(W) AD(       ) 1
 DO0707  NAD 83(1986)-  33 47 08.81034(N)    098 29 27.84650(W) AD(       ) 1
 DO0707  NAD 27      -  33 47 08.44986(N)    098 29 26.65243(W) AD(       ) 1
 DO0707  NGVD 29 (07/19/86)  312.6    (m)         1026.     (f) VERT ANG       
 DO0707
 DO0707.Superseded values are not recommended for survey control.
 DO0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0707.See file dsdata.txt to determine how the superseded data were derived.
 DO0707
 DO0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4711638520(NAD 83)
 DO0707_MARKER: DR = REFERENCE MARK DISK
 DO0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0707_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0707
 DO0707  HISTORY     - Date     Condition        Report By
 DO0707  HISTORY     - 1975     MONUMENTED       NGS
 DO0707
 DO0707                          STATION DESCRIPTION
 DO0707
 DO0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0707'STATION IS LOCATED ABOUT 11-1/2 MILES EAST-SOUTHEAST OF HOLLIDAY,
 DO0707'9 MILES SOUTHEAST OF WICHITA FALLS AND 9 MILES NORTH OF
 DO0707'SCOTLAND.  IT IS ON PROPERTY OWNED BY MR. W.B. FULLER.
 DO0707'
 DO0707'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY
 DO0707'79 IN THE SOUTH EDGE OF WICHITA FALLS, GO SOUTH ON U.S. HIGHWAY
 DO0707'281 FOR 4.8 MILES TO A SIDE ROAD RIGHT, CATTLE GUARD AND
 DO0707'GATE.  (CONTINUE SOUTH ON U.S. HIGHWAY 281 FOR 0.1 MILE TO THE
 DO0707'AZIMUTH MARK ON THE RIGHT, WEST SIDE OF ROAD).  TURN RIGHT
 DO0707'PASSING THROUGH GATE AND GO WEST ON GRAVELED ROAD 0.5 MILE TO A
 DO0707'WHITE HOUSE ON THE LEFT, CONTINUE WEST FOR 0.05 MILE TO A
 DO0707'GATE, THAT IS SOUTH OF TOOL SHED.  PASS THROUGH GATE AND
 DO0707'BEAR LEFT ALONG FENCE LINE FOR 0.05 MILE TO STATION AS
 DO0707'DESCRIBED.
 DO0707'
 DO0707'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 DO0707'ESKRIDGE NO 2 1966 1975.  THE DISK IS SET IN THE TOP OF A 12-INCH
 DO0707'CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND
 DO0707'SURFACE.  IT IS 146 FEET SOUTH-SOUTHWEST OF UTILITY POLE, 145 FEET
 DO0707'SOUTH OF THE APPROXIMATE CENTER OF GRAVELED ROAD AND 22.5 FEET
 DO0707'SOUTH OF FENCE CORNER.  THERE IS NO UNDERGROUND MARK.
 DO0707'
 DO0707'AZIMUTH MARK, A STANDARD DISK STAMPED ESKRIDGE 1966, IS SET IN THE
 DO0707'TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 DO0707'THE GROUND SURFACE.  IT IS 49 FEET WEST OF THE CENTER LINE OF
 DO0707'U.S. HIGHWAY 281, 2 FEET SOUTH OF POWER LINE POLE, 2 FEET NORTH OF
 DO0707'METAL WITNESS POST WITH SIGN ATTACHED AND 0.8 FEET EAST OF FENCE.
 DO0707'
 DO0707'ESKRIDGE USGS 1966, THE MARK IS A U.S. GEOLOGICAL SURVEY BRASS CAP
 DO0707'RIVETED TO THE TOP OF A 3 INCH GALVANIZED PIPE THAT PROJECTS 10
 DO0707'INCHES ABOVE THE GROUND SURFACE.  IT IS UNSTAMPED.  IT IS 137 FEET
 DO0707'SOUTH OF THE APPROXIMATE CENTER OF GRAVELED ROAD, 64 FEET
 DO0707'EAST-SOUTHEAST OF FENCE CORNER 61.5 FEET WEST-SOUTHWEST OF FENCE
 DO0707'CORNER AND 18 FEET SOUTH OF FENCE.
 DO0707'
 DO0707'ESKRIDGE 1966, STANDARD STATION MARK DISKS STAMPED ESKRIDGE
 DO0707'1966.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 DO0707'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE SURFACE OF THE
 DO0707'GROUND.  IT IS 105 FEET SOUTH OF THE APPROXIMATE CENTER OF
 DO0707'GRAVELED ROAD, 62 FEET WEST OF FENCE CORNER, 62 FEET EAST OF
 DO0707'FENCE CORNER, 42.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MAIN
 DO0707'HOUSE AND 14.5 FEET NORTH OF FENCE LINE.  THE UNDERGROUND MARK
 DO0707'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 DO0707'BELOW THE GROUND SURFACE.
 DO0707'
 DO0707'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0728 ***********************************************************************
 AO0728  DESIGNATION -  ESPEYS RANCH WINDMILL
 AO0728  PID         -  AO0728
 AO0728  STATE/COUNTY-  TX/WEBB
 AO0728  USGS QUAD   -  LANDRUM TANK (1982)
 AO0728
 AO0728                         *CURRENT SURVEY CONTROL
 AO0728  ___________________________________________________________________
 AO0728* NAD 83(1993)-  28 08 39.00544(N)    099 49 34.63495(W)     ADJUSTED  
 AO0728* NAVD 88     -                                                        
 AO0728  ___________________________________________________________________
 AO0728  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 AO0728  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AO0728
 AO0728  HORZ ORDER  -  THIRD
 AO0728
 AO0728.The horizontal coordinates were established by classical geodetic methods
 AO0728.and adjusted by the National Geodetic Survey in February 1996..
 AO0728
 AO0728
 AO0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0728
 AO0728.The geoid height was determined by GEOID03.
 AO0728
 AO0728;                    North         East     Units Scale Factor Converg.
 AO0728;SPC TX S     - 5,275,189.867   169,708.144   MT  1.00009346   -0 36 07.7
 AO0728;SPC TX S     -17,307,018.76    556,784.14   sFT  1.00009346   -0 36 07.7
 AO0728;SPC TXSC     - 4,034,737.991   518,827.652   MT  1.00007723   -0 24 17.3
 AO0728;SPC TXSC     -13,237,302.89  1,702,187.05   sFT  1.00007723   -0 24 17.3
 AO0728;UTM  14      - 3,113,448.761   418,864.140   MT  0.99968125   -0 23 23.2
 AO0728
 AO0728                          SUPERSEDED SURVEY CONTROL
 AO0728
 AO0728  NAD 83(1986)-  28 08 39.00087(N)    099 49 34.61043(W) AD(       ) 4
 AO0728  NAD 27      -  28 08 38.01000(N)    099 49 33.42000(W) AD(       ) 3
 AO0728
 AO0728.Superseded values are not recommended for survey control.
 AO0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0728.See file dsdata.txt to determine how the superseded data were derived.
 AO0728
 AO0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1886413449(NAD 83)
 AO0728_MARKER: 66 = WINDMILL
 AO0728
 AO0728  HISTORY     - Date     Condition        Report By
 AO0728  HISTORY     - 1917     FIRST OBSERVED   CGS
 AO0728
 AO0728                          STATION DESCRIPTION
 AO0728
 AO0728'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2282 ***********************************************************************
 AN2282  DESIGNATION -  ESPIRITU SANTO ECC
 AN2282  PID         -  AN2282
 AN2282  STATE/COUNTY-  TX/CALHOUN
 AN2282  USGS QUAD   -  SEADRIFT NE (1973)
 AN2282
 AN2282                         *CURRENT SURVEY CONTROL
 AN2282  ___________________________________________________________________
 AN2282* NAD 83(1993)-  28 22 57.83663(N)    096 31 06.49744(W)     ADJUSTED  
 AN2282* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2282  ___________________________________________________________________
 AN2282  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AN2282  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AN2282
 AN2282  HORZ ORDER  -  SECOND
 AN2282
 AN2282.The horizontal coordinates were established by classical geodetic methods
 AN2282.and adjusted by the National Geodetic Survey in February 1996..
 AN2282
 AN2282.The orthometric height was scaled from a topographic map.
 AN2282
 AN2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2282
 AN2282.The geoid height was determined by GEOID03.
 AN2282
 AN2282;                    North         East     Units Scale Factor Converg.
 AN2282;SPC TXSC     - 4,063,471.085   843,201.717   MT  1.00000017   +1 12 56.6
 AN2282;SPC TXSC     -13,331,571.38  2,766,404.30   sFT  1.00000017   +1 12 56.6
 AN2282;UTM  14      - 3,142,104.953   743,164.602   MT  1.00032981   +1 10 48.7
 AN2282
 AN2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2282!SPC TXSC     -   1.00000406  x   1.00000017  =   1.00000423
 AN2282!UTM  14      -   1.00000406  x   1.00032981  =   1.00033388
 AN2282
 AN2282|---------------------------------------------------------------------|
 AN2282| PID    Reference Object                     Distance      Geod. Az  |
 AN2282|                                                           dddmmss.s |
 AN2282| CV7137 ESPIRITU SANTO ECC RM                15.550 METERS 11405     |
 AN2282| AN2269 MATAGORDA LIGHTHOUSE 1906           APPROX.10.5 KM 1181250.5 |
 AN2282|---------------------------------------------------------------------|
 AN2282
 AN2282                          SUPERSEDED SURVEY CONTROL
 AN2282
 AN2282  NAD 83(1986)-  28 22 57.84355(N)    096 31 06.47926(W) AD(       ) 2
 AN2282  NAD 27      -  28 22 56.82800(N)    096 31 05.56000(W) AD(       ) 2
 AN2282
 AN2282.Superseded values are not recommended for survey control.
 AN2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2282.See file dsdata.txt to determine how the superseded data were derived.
 AN2282
 AN2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4316542105(NAD 83)
 AN2282_MARKER: DS = TRIANGULATION STATION DISK
 AN2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2282_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2282
 AN2282  HISTORY     - Date     Condition        Report By
 AN2282  HISTORY     - 1911     MONUMENTED       CGS
 AN2282  HISTORY     - 1934     GOOD             CGS
 AN2282  HISTORY     - 1943     MARK NOT FOUND   USE
 AN2282  HISTORY     - 1946     GOOD             USE
 AN2282  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AN2282  HISTORY     - 1969     GOOD             CGS
 AN2282
 AN2282                          STATION DESCRIPTION
 AN2282
 AN2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JCG)
 AN2282'ONE-HALF MILE NE OF THE SW END OF DEWBERRY ISLAND, ON THE
 AN2282'NW PORTION OF THE HIGHEST KNOLL, AND 4 FEET ABOVE HIGH WATER.
 AN2282'
 AN2282'(OLD) NOTE 1--THE STATION IS MARKED WITH A STANDARD DISK,
 AN2282'STATION MARK SET IN A CORE OF CEMENT 2 FEET IN DIAMETER AND
 AN2282'2-1/2 FEET DEEP.  THE UNDERGROUND OR SUBSURFACE MARK IS A BOTTLE
 AN2282'OR A SPIKE ALSO SET IN CONCRETE FROM 2-1/2 TO 3-1/2 FEET BELOW
 AN2282'THE SURFACE.
 AN2282'
 AN2282'REFERENCE MARK 1 IS THE SAME AS THE MARK DESCRIBED IN (OLD) NOTE 6.*
 AN2282'IT IS SET IN A CORE OF CONCRETE PROJECTING 4 INCHES
 AN2282'ABOVE THE GENERAL LEVEL OF THE GROUND, 9.18 METERS FROM
 AN2282'THE STATION S 11 DEG 24 MIN E.  TWO OTHER REFERENCE
 AN2282'MARKS SIMILAR TO THE FIRST ARE 1.22 METERS FROM THE STATION
 AN2282'N 88 DEG 53 MIN W AND S 88 DEG 37 MIN E, RESPECTIVELY.
 AN2282'THERE IS ALSO A STANDARD DISK REFERENCE MARK EMBEDDED IN A
 AN2282'CONCRETE CORE 1-1/2 FEET IN DIAMETER SET FLUSH WITH THE
 AN2282'SURFACE ON THE HIGHEST PART OF THE KNOLL, 15.55 METERS FROM
 AN2282'THE STATION S 65 DEG 39 MIN E (R.M. 2).
 AN2282'
 AN2282'* (OLD) NOTE 6--THERE ARE NO DESCRIPTIONS FOR THE STATIONS THAT
 AN2282'ARE REFERRED TO THIS NOTE, EXCEPT AS FOLLOWS--THE STATION IS
 AN2282'MARKED BY A BOTTLE BURIED ABOUT 3 FEET UNDERGROUND.  FOUR IRON
 AN2282'REFERENCE MARKS WERE PLACED AROUND THE STATION AT DISTANCES OF
 AN2282'ABOUT 6 FEET, ON LINES INTERSECTING AT THE CENTER IN APPROXIMATE
 AN2282'RIGHT ANGLES.  IF THE GROUND WAS MARSHY OR THE STATION WAS
 AN2282'CONSIDERED UNSAFE, A MARK WAS SET 50 FEET FROM THE STATION.
 AN2282'ON THE SAME LINE WITH THIS A SECOND MARK WAS PLACED 100 FEET
 AN2282'FROM THE STATION.  ON A LINE AT RIGHT ANGLES TO THIS TWO
 AN2282'MORE MARKS WERE PLACED SIMILAR TO THE FIRST, SO THAT THE
 AN2282'LINES PRODUCED INTERSECT AT THE STATION.  THESE IRON MARKS
 AN2282'HAVE, IN SOME INSTANCES, BEEN RECOVERED AND ARE DESCRIBED AS
 AN2282'FOLLOWS--THE MARK IS CAST IRON, TROUGH-SHAPED, 26 INCHES LONG,
 AN2282'WITH A FLAT, SQUARE FLANGE FOR A BASE, AND AT THE TOP HAS A
 AN2282'FLAT TRIANGULAR FLANGE 16 CENTIMETERS ON EACH SIDE WITH A
 AN2282'RAISED TRIANGULAR PYRAMID.  ON THE FACES OF THE PYRAMID
 AN2282'ARE THE RAISED LETTERS U.S.C.S.
 AN2282
 AN2282                          STATION RECOVERY (1934)
 AN2282
 AN2282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2282'STATION IS LOCATED ABOUT 8 MILES SW OF PORT O CONNOR, ON
 AN2282'DEWBERRY ISLAND, ON THE N SHORE OF ESPIRITU SANTO BAY.  IT
 AN2282'IS 200 METERS NW OF THE BAY SHORE, 1/2 MILE NE OF THE SW
 AN2282'END OF THE ISLAND, AND ON A HIGH SHELL RIDGE COVERED WITH
 AN2282'GRASS AND BRUSH.  THIS RIDGE IS THE ONLY DISTINCT ONE ON
 AN2282'THIS END OF THE ISLAND.
 AN2282'
 AN2282'A CAST-IRON REFERENCE MARK WAS RECOVERED 1.24 METERS ENE
 AN2282'OF THE STATION.
 AN2282'
 AN2282'A CAST-IRON REFERENCE MARK WAS RECOVERED 1.22 METERS W OF
 AN2282'THE STATION.
 AN2282'
 AN2282'BOTH OF THESE CAST-IRON REFERENCE MARKS WERE TRIANGULAR IN
 AN2282'SHAPE.
 AN2282'
 AN2282'REFERENCE MARK 1 WAS NOT RECOVERED.
 AN2282'
 AN2282'REFERENCE MARK 2 IS 15.55 METERS ESE OF THE STATION AND IS A STANDARD
 AN2282'DISK SET IN A SQUARE CONCRETE MONUMENT.
 AN2282'
 AN2282'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2282'COAST GUARD STATION, 68 DEG, AND LARGE BARN (MOODYS RANCH),
 AN2282'40 DEG.
 AN2282
 AN2282                          STATION RECOVERY (1943)
 AN2282
 AN2282'RECOVERY NOTE BY US ENGINEERS 1943
 AN2282'STATION MARK IS MISSING AND NO EVIDENCE OF IT FOUND.  HOLE
 AN2282'WAS FOUND DUG FOR UNDERGROUND MARK, ALSO MISSING, BUT NO SEARCH
 AN2282'WAS MADE.
 AN2282'
 AN2282'CAST-IRON REFERENCE MARKS ABOUT 4 FEET E AND W OF STATION
 AN2282'ARE IN GOOD CONDITION AS IS REFERENCE MARK 1.  NO SEARCH
 AN2282'WAS MADE FOR REFERENCE MARK 2.
 AN2282
 AN2282                          STATION RECOVERY (1946)
 AN2282
 AN2282'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2282'STATION AND ALL REFERENCE MARKS RECOVERED AND FOUND TO BE
 AN2282'IN GOOD CONDITION.  STATION IS APPROXIMATELY 1 FOOT BENEATH
 AN2282'SURFACE OF GROUND.  A 1-1/2 INCH GALVANIZED PIPE WAS SET
 AN2282'IN GROUND 5 FEET N OF STATION AND EXTENDING 4 FEET ABOVE SURFACE.
 AN2282
 AN2282                          STATION RECOVERY (1948)
 AN2282
 AN2282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2282'THE STATION HAS BEEN DESTROYED.  A HOLE WAS FOUND WHERE THE
 AN2282'MONUMENT HAD BEEN.  THE UNDERGROUND MARK WAS NOT SEARCHED
 AN2282'FOR.
 AN2282'
 AN2282'ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND MEASUREMENTS
 AN2282'CHECKED TO HOLE.
 AN2282'
 AN2282'A 2-INCH GALVANIZED-IRON PIPE 3 FEET HIGH NOW MARKS THE SITE.
 AN2282
 AN2282                          STATION RECOVERY (1969)
 AN2282
 AN2282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2282'THE STATION WAS VISITED AND ALL MARKS AS DESCRIBED IN 1911
 AN2282'AND 1934 WERE RECOVERED IN GOOD CONDITION EXCEPT THE CAST-IRON
 AN2282'REFERENCE MARK 1.22 METERS WEST OF THE STATION WHICH HAS
 AN2282'RUSTED ABOUT 2/3 AWAY.  IN 1948 IT WAS REPORTED THAT THE
 AN2282'STATION HAD BEEN DESTROYED.  THIS IS NOT CORRECT AS THE
 AN2282'SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION 5 INCHES
 AN2282'BELOW THE BOTTOM OF THE HOLE MENTIONED IN 1948.  A MORE
 AN2282'COMPLETE DESCRIPTION FOLLOWS--
 AN2282'
 AN2282'THE STATION IS 8-1/4 MILES SOUTHWEST OF PORT O CONNOR, 2/3
 AN2282'MILE SOUTH-SOUTHEAST OF THE INTRACOASTAL WATERWAY, ON DEWBERRY
 AN2282'ISLAND 1/2 MILE NORTHEAST OF THE SOUTHWEST END OF THE ISLAND
 AN2282'ON A HIGH LONE SHELL RIDGE THAT IS COVERED WITH GRASS AND BRUSH,
 AN2282'AND ABOUT 150 YARDS NORTHWEST OF THE SHORE OF ESPIRITU SANTO
 AN2282'BAY.
 AN2282'
 AN2282'THE STATION WAS REACHED BY BOAT FROM PORT O CONNOR.
 AN2282'
 AN2282'THE STATION MARK IS A STANDARD DISK, STAMPED 34, SET IN THE
 AN2282'TOP OF AN 18 INCH CONCRETE POST THAT IS 10 INCHES BELOW
 AN2282'THE SURFACE.  IT IS 10 YARDS SOUTH OF THE NORTH EDGE OF THE
 AN2282'SHELL RIDGE, 4.3 FEET SOUTH OF 1-1/2 INCH GALVANIZED PIPE
 AN2282'4 FEET HIGH, AND 4.2 FEET WEST OF METAL WITNESS POST WITH
 AN2282'SIGN.
 AN2282'
 AN2282'REFERENCE MARK 1, A CAST-IRON TRIANGLE PROJECTING 2 INCHES
 AN2282'IS SOUTH-SOUTHEAST OF THE STATION 9.18 METERS.
 AN2282'
 AN2282'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 34, SET IN THE TOP
 AN2282'OF AN 18 INCH CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 AN2282'ON THE HIGHEST POINT OF THE SHELL RIDGE AND 15.55 METERS
 AN2282'EAST-SOUTHEAST OF THE STATION.
 AN2282'
 AN2282'THE CAST IRON REFERENCE MARK TO THE EAST-NORTHEAST OF THE
 AN2282'STATION 1.24 METERS WAS RECOVERED IN GOOD CONDITION.  IT
 AN2282'PROJECTS 2 INCHES AND IS 6 INCHES NORTH OF THE METAL WITNESS
 AN2282'POST AND SIGN.
 AN2282'
 AN2282'THE CAST IRON REFERENCE MARK TO THE WEST OF THE STATION
 AN2282'1.22 METERS IS ABOUT 2/3 RUSTED AWAY BUT STILL GOOD FOR
 AN2282'RECOVERY.  IT PROJECTS 2 INCHES.
 AN2282'
 AN2282'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/4 MILES
 AN2282'SOUTHWEST OF PORT O CONNOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0935 ***********************************************************************
 BP0935  DESIGNATION -  ESPY
 BP0935  PID         -  BP0935
 BP0935  STATE/COUNTY-  TX/JEFF DAVIS
 BP0935  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0935
 BP0935                         *CURRENT SURVEY CONTROL
 BP0935  ___________________________________________________________________
 BP0935* NAD 83(1993)-  30 40 09.98351(N)    103 48 50.90882(W)     ADJUSTED  
 BP0935* NAVD 88     -      1701.     (meters)    5581.     (feet)  SCALED    
 BP0935  ___________________________________________________________________
 BP0935  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 BP0935  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 BP0935
 BP0935  HORZ ORDER  -  SECOND
 BP0935
 BP0935.The horizontal coordinates were established by classical geodetic methods
 BP0935.and adjusted by the National Geodetic Survey in February 1996..
 BP0935
 BP0935.The orthometric height was scaled from a topographic map.
 BP0935
 BP0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0935
 BP0935.The geoid height was determined by GEOID03.
 BP0935
 BP0935;                    North         East     Units Scale Factor Converg.
 BP0935;SPC TX C     - 3,116,380.538   366,515.124   MT  0.99989842   -1 47 34.2
 BP0935;SPC TX C     -10,224,325.15  1,202,475.04   sFT  0.99989842   -1 47 34.2
 BP0935;UTM  13      - 3,393,568.222   613,601.803   MT  0.99975920   +0 36 17.8
 BP0935
 BP0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0935!SPC TX C     -   0.99973621  x   0.99989842  =   0.99963466
 BP0935!UTM  13      -   0.99973621  x   0.99975920  =   0.99949548
 BP0935
 BP0935|---------------------------------------------------------------------|
 BP0935| PID    Reference Object                     Distance      Geod. Az  |
 BP0935|                                                           dddmmss.s |
 BP0935| CH9310 ESPY RM 1                            10.261 METERS 05511     |
 BP0935| BP0934 USE MARK NEAR STA ESPY 1942           1.905 METERS 18055     |
 BP0935| BP0936 FORTNERS RANCH HOUSE CHIMNEY        APPROX. 6.3 KM 1910231.5 |
 BP0935| BP0940 FORT DAVIS JEFF DAVIS CO CTHSE      APPROX.11.9 KM 2205424.0 |
 BP0935| CH9309 ESPY AZ MK                                         2605452.9 |
 BP0935| CH9311 ESPY RM 2                            11.587 METERS 29818     |
 BP0935|---------------------------------------------------------------------|
 BP0935
 BP0935                          SUPERSEDED SURVEY CONTROL
 BP0935
 BP0935  NAD 83(1986)-  30 40 09.98445(N)    103 48 50.90774(W) AD(       ) 2
 BP0935  NAD 27      -  30 40 09.43100(N)    103 48 49.26000(W) AD(       ) 2
 BP0935
 BP0935.Superseded values are not recommended for survey control.
 BP0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0935.See file dsdata.txt to determine how the superseded data were derived.
 BP0935
 BP0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP1360293568(NAD 83)
 BP0935_MARKER: DS = TRIANGULATION STATION DISK
 BP0935_SETTING: 66 = SET IN ROCK OUTCROP
 BP0935
 BP0935  HISTORY     - Date     Condition        Report By
 BP0935  HISTORY     - 1942     MONUMENTED       CGS
 BP0935
 BP0935                          STATION DESCRIPTION
 BP0935
 BP0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0935'STATION IS ABOUT 6.5 MILES, AIR LINE, NE OF FORT DAVIS, 0.5
 BP0935'MILE W OF STATE HIGHWAY 17, ON THE E END AND HIGHEST POINT
 BP0935'OF A BROAD MESA ON THE ESPY RANCH PROPERTY.
 BP0935'
 BP0935'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 BP0935'CEMENTED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BP0935'
 BP0935'STATION MARK IS STAMPED ESPY 1942 AND IS FLUSH WITH THE GROUND.
 BP0935'
 BP0935'REFERENCE MARKS ARE STAMPED ESPY 1942 NO. 1 AND NO. 2, RESPECTIVELY.
 BP0935'BOTH MARKS ARE FLUSH WITH THE GROUND.
 BP0935'
 BP0935'AZIMUTH MARK IS STAMPED ESPY 1942, AND PROJECTS ABOUT 5 INCHES
 BP0935'ABOVE THE GROUND.  IT IS ABOUT 15 FEET E OF THE CENTER LINE OF THE
 BP0935'TRACK ROAD LEADING TO THE STATION AND ON THE CREST OF A LOW
 BP0935'RIDGE.
 BP0935'
 BP0935'THERE IS A U.S. ENGINEERING DEPARTMENT TRIANGULATION STATION
 BP0935'MARK 1.905 METERS (6.250 FEET) SE OF THE STATION.  THIS MARK,
 BP0935'HOWEVER, WAS FOUND TO BE SET IN A BLOB OF CONCRETE ABOUT THE
 BP0935'SIZE OF A WAFFLE, AND SHOWED SIGNS OF HAVING BEEN KICKED
 BP0935'AROUND BY CATTLE.  A DEPRESSION IN THE EARTH WAS FOUND WHICH
 BP0935'APPROXIMATELY FIT THE SHAPE OF THE BLOB OF CONCRETE, AND THE
 BP0935'MARK WAS REPLACED AND CUT IN FROM THIS POSITION.
 BP0935'
 BP0935'REACHED FROM POST OFFICE IN FORT DAVIS BY GOING N ON STATE
 BP0935'HIGHWAY 17 FOR 1.3 MILES TO ITS JUNCTION WITH STATE HIGHWAY
 BP0935'118, THENCE CONTINUE NE ON STATE HIGHWAY 17 FOR 3.4 MILES TO
 BP0935'A CATTLE GUARD ON THE LEFT, TURN LEFT OFF THE HIGHWAY AND
 BP0935'ACROSS THE CATTLE GUARD, AND FOLLOW THE HILLSIDE ROAD
 BP0935'NORTHWESTERLY FOR 1.7 MILES TO A ROAD FORKS AT THE TOP OF THE
 BP0935'MESA, THENCE TAKE RIGHT FORK, ON THE MAIN-TRAVELED ROAD
 BP0935'WESTERLY FOR 1.5 MILES TO A FORKS ABOVE A STOCK RESERVOIR,
 BP0935'THENCE TURN RIGHT ON TRACK ROAD EASTERLY FOR 0.6 MILE TO A
 BP0935'GATE, THENCE THROUGH THE GATE AND NORTHEASTERLY ON THE
 BP0935'TRACK ROAD FOR 0.8 MILE TO A FORKS, THENCE RIGHT FORK 0.3
 BP0935'MILE TO A DROP AND AZIMUTH MARK ON THE RIGHT (THERE ARE
 BP0935'TWO DAMS AND RESERVOIRS ON THE FLAT BELOW), HERE PROCEED
 BP0935'NORTHEASTERLY ON THE TRACK ROAD FOR 0.2 MILE TOWARDS THE
 BP0935'SECOND RESERVOIR, THENCE BEAR RIGHT FOR 0.4 MILE, FOLLOWING
 BP0935'ALONG THE E SIDE OF AN INTERCEPTION DITCH, THENCE NE FOR
 BP0935'0.15 MILE TO THE TOP OF THE HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1231 ***********************************************************************
 CR1231  DESIGNATION -  ESSL
 CR1231  PID         -  CR1231
 CR1231  STATE/COUNTY-  TX/WOOD
 CR1231  USGS QUAD   -  NEWSOME (1980)
 CR1231
 CR1231                         *CURRENT SURVEY CONTROL
 CR1231  ___________________________________________________________________
 CR1231* NAD 83(1993)-  32 53 15.83466(N)    095 12 52.90729(W)     ADJUSTED  
 CR1231* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 CR1231  ___________________________________________________________________
 CR1231  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 CR1231  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CR1231
 CR1231  HORZ ORDER  -  FIRST
 CR1231
 CR1231.The horizontal coordinates were established by classical geodetic methods
 CR1231.and adjusted by the National Geodetic Survey in February 1996..
 CR1231
 CR1231.The orthometric height was scaled from a topographic map.
 CR1231
 CR1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1231
 CR1231.The geoid height was determined by GEOID03.
 CR1231
 CR1231;                    North         East     Units Scale Factor Converg.
 CR1231;SPC TXNC     - 2,140,209.308   907,322.418   MT  0.99987669   +1 47 30.4
 CR1231;SPC TXNC     - 7,021,670.04  2,976,773.63   sFT  0.99987669   +1 47 30.4
 CR1231;UTM  15      - 3,641,015.787   292,829.329   MT  1.00012924   -1 12 10.8
 CR1231
 CR1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1231!SPC TXNC     -   0.99997356  x   0.99987669  =   0.99985025
 CR1231!UTM  15      -   0.99997356  x   1.00012924  =   1.00010279
 CR1231
 CR1231:                Primary Azimuth Mark                     Grid Az
 CR1231:SPC TXNC     -  ESSL AZ MK                               090 21 14.6
 CR1231:UTM  15      -  ESSL AZ MK                               093 20 55.8
 CR1231
 CR1231|---------------------------------------------------------------------|
 CR1231| PID    Reference Object                     Distance      Geod. Az  |
 CR1231|                                                           dddmmss.s |
 CR1231| CY1778 ESSL AZ MK                                         0920845.0 |
 CR1231| CY1779 ESSL RM 1                            26.191 METERS 09723     |
 CR1231| CY1780 ESSL RM 2                            23.276 METERS 32817     |
 CR1231|---------------------------------------------------------------------|
 CR1231
 CR1231                          SUPERSEDED SURVEY CONTROL
 CR1231
 CR1231  NAD 83(1993)-  32 53 15.84035(N)    095 12 52.89863(W) AD(       ) 1
 CR1231  NAD 83(1986)-  32 53 15.83979(N)    095 12 52.89332(W) AD(       ) 1
 CR1231  NAD 27      -  32 53 15.38500(N)    095 12 52.10530(W) AD(       ) 1
 CR1231
 CR1231.Superseded values are not recommended for survey control.
 CR1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1231.See file dsdata.txt to determine how the superseded data were derived.
 CR1231
 CR1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9282941016(NAD 83)
 CR1231_MARKER: DS = TRIANGULATION STATION DISK
 CR1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1231
 CR1231  HISTORY     - Date     Condition        Report By
 CR1231  HISTORY     - 1950     MONUMENTED       CGS
 CR1231  HISTORY     - 1956     GOOD             CGS
 CR1231  HISTORY     - 1957     GOOD             CGS
 CR1231  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CR1231
 CR1231                          STATION DESCRIPTION
 CR1231
 CR1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1231'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF WINNSBORO
 CR1231'IN A GROUP OF HEAVILY TIMBERED HILLS, AND JUST WEST OF MR.
 CR1231'FRANZ ESSLS HOUSE WHICH IS ON THE HIGHEST POINT OF HILL.
 CR1231'IT IS ABOUT 50 YARDS SOUTHWEST OF A SMALL COW SHED, 50 YARDS
 CR1231'WEST SOUTHWEST OF THE HOUSE, 27 FEET NORTHEAST OF A FENCE
 CR1231'CORNER, 24 FEET EAST OF A FENCELINE, 17 FEET NORTH OF A
 CR1231'FENCELINE AND 17 FEET NORTH OF A WHITE WITNESS POST.  THE
 CR1231'MARK IS STAMPED ESSL 1950 AND IS SET FLUSH WITH THE GROUND.
 CR1231'
 CR1231'REFERENCE MARK NO. 1 IS 35 FEET WEST OF A FENCE CORNER AND
 CR1231'1 FOOT NORTH OF A FENCELINE.  THE MARK IS STAMPED ESSL NO 1
 CR1231'1950 AND PROJECTS ABOUT 4 INCHES.
 CR1231'
 CR1231'REFERENCE MARK NO. 2 IS 23 FEET SOUTHEAST OF POWER LINE POLE,
 CR1231'14 FEET WEST OF A TREE 10 INCHES IN DIAMETER AND 1 FOOT EAST
 CR1231'OF A FENCELINE.  THE MARK IS STAMPED ESSL NO 2 1950 AND PROJECTS
 CR1231'ABOUT 2 INCHES.
 CR1231'
 CR1231'AZIMUTH MARK IS 81 FEET EAST OF A NORTHEAST FENCE CORNER,
 CR1231'9 FEET NORTH OF A TRACK ROAD, 6 FEET EAST OF A POWER LINE
 CR1231'POLE AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS
 CR1231'STAMPED ESSL 1950 AND PROJECTS ABOUT 5 INCHES.
 CR1231'
 CR1231'TO REACH FROM WINNSBORO GO EAST ON STREET JUST SOUTH OF
 CR1231'RAILROAD DEPOT FOR 0.4 MILE TO FORKS.  TAKE THE RIGHT FORK
 CR1231'AND GO 1.25 MILES TO FORKS.  TAKE LEFT FORK AND GO 2.15
 CR1231'MILES TO A SCHOOL HOUSE ON THE LEFT, CONTINUE ON MAIN ROAD
 CR1231'FOR 4.3 MILES TO A SIDE ROAD RIGHT JUST BEFORE REACHING TOP
 CR1231'OF HILL.  TURN RIGHT ON SANDY ROAD AND GO WESTERLY FOR 1.15
 CR1231'MILES TO FORKS.  TAKE RIGHT FORK FOR 0.3 MILE TO FORKS.  TAKE
 CR1231'RIGHT FORK FOR 0.1 MILE TO GATE ON LEFT.  TURN LEFT THROUGH
 CR1231'GATE AND GO UP HILL FOR 0.5 MILE TO MR. ESSLS HOUSE.  (AZIMUTH
 CR1231'MARK REACHED FROM THIS POINT BY FOLLOWING TRACK ROAD EAST
 CR1231'ALONG POWER LINE FOR 0.15 MILES TO AZIMUTH MARK ON LEFT
 CR1231'AS DESCRIBED.) TURN RIGHT AND GO WEST AND SOUTHWEST FOR
 CR1231'0.1 MILE TO STATION AS DESCRIBED.
 CR1231'
 CR1231'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1231
 CR1231                          STATION RECOVERY (1956)
 CR1231
 CR1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1231'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CR1231'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 CR1231'ARE CORRECT.
 CR1231
 CR1231                          STATION RECOVERY (1957)
 CR1231
 CR1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1231'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 CR1231'2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 CR1231'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CR1231'
 CR1231'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF WINNSBORO
 CR1231'IN A GROUP OF HEAVILY TIMBERED HILLS, AND JUST WEST OF MR.
 CR1231'FRANZ ESSLS HOUSE WHICH IS ON THE HIGHEST POINT OF HILL.
 CR1231'IT IS 61 YARDS WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 CR1231'HOUSE, 27 FEET NORTHEAST OF THE SOUTHWEST FENCE CORNER POST,
 CR1231'24 FEET EAST OF THE NORTH-SOUTH FENCE LINE AND 18 FEET NORTH
 CR1231'OF THE EAST-WEST FENCE LINE.  IT IS STAMPED ESSL 1950 AND
 CR1231'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1231'
 CR1231'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE SOUTHEAST FENCE
 CR1231'CORNER, 1 FOOT NORTH OF THE EAST-WEST FENCE LINE AND 1 FOOT
 CR1231'NORTHWEST OF WHITE WITNESS POST.  IT IS STAMPED ESSL NO 1
 CR1231'1950 AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1231'
 CR1231'REFERENCE MARK NO. 2 IS 30 FEET SOUTHEAST OF POWER LINE POLE
 CR1231'NO. E 38, 14 FEET WEST OF A 10 INCH SASSAFRAS TREE AND 1 FOOT
 CR1231'EAST OF THE NORTH-SOUTH FENCE LINE.
 CR1231'
 CR1231'AZIMUTH MARK IS 81 FEET EAST OF A NORTHEAST FENCE CORNER, 9
 CR1231'FEET NORTH OF A TRACK ROAD, 6 FEET EAST OF A POWER LINE POLE
 CR1231'AND 1 FOOT WEST OF A WHITE WITNESS POST.  IT IS STAMPED ESSL
 CR1231'1950 AND PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1231'
 CR1231'TO REACH FROM THE RAIL ROAD DEPOT IN WINNSBORO, ON THE SOUTH
 CR1231'SIDE OF RAIL ROAD TRACKS, GO EASTERLY ON FARM ROAD NO. 852
 CR1231'FOR 4.3 MILES TO A CROSS ROADS, FOUR WAY GROCERY STORE IN
 CR1231'THE SOUTHWEST ANGLE, TURN RIGHT ON OILED ROAD AND GO 0.7 MILE
 CR1231'TO A FORK, TAKE LEFT FORK AND GO 2.0 MILES TO A WIRE GATE
 CR1231'ON THE RIGHT AND A MAIL BOX ON THE LEFT WITH NAME OF PAUL
 CR1231'ESSL ON IT, TURN RIGHT THROUGH GATE ON OILED DRIVEWAY TO HOUSE,
 CR1231'AND GO 0.05 MILE TO A WHITE HOUSE AND STATION AS DESCRIBED.
 CR1231'AZIMUTH MARK REACHED FROM THIS POINT BY FOLLOWING TRACK
 CR1231'ROAD EAST ALONG POWER LINE FOR 0.2 MILE TO AZIMUTH MARK ON
 CR1231'LEFT AS DESCRIBED.
 CR1231'
 CR1231'HEIGHT OF LIGHT ABOVE STATION MARK- 100 FEET.
 CR1231
 CR1231                          STATION RECOVERY (1995)
 CR1231
 CR1231'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0425 ***********************************************************************
 CT0425  DESIGNATION -  ESTATE
 CT0425  PID         -  CT0425
 CT0425  STATE/COUNTY-  TX/CALLAHAN
 CT0425  USGS QUAD   -  BAIRD (1966)
 CT0425
 CT0425                         *CURRENT SURVEY CONTROL
 CT0425  ___________________________________________________________________
 CT0425* NAD 83(1993)-  32 23 07.23085(N)    099 28 20.52975(W)     ADJUSTED  
 CT0425* NAVD 88     -       600.556  (meters)    1970.32   (feet)  ADJUSTED  
 CT0425  ___________________________________________________________________
 CT0425  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 CT0425  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CT0425  DYNAMIC HT  -         599.769 (meters)    1967.74  (feet)  COMP
 CT0425  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 CT0425
 CT0425  HORZ ORDER  -  SECOND
 CT0425  VERT ORDER  -  FIRST     CLASS II
 CT0425
 CT0425.The horizontal coordinates were established by classical geodetic methods
 CT0425.and adjusted by the National Geodetic Survey in February 1996..
 CT0425
 CT0425.The orthometric height was determined by differential leveling
 CT0425.and adjusted by the National Geodetic Survey in June 1991..
 CT0425
 CT0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0425
 CT0425.The geoid height was determined by GEOID03.
 CT0425
 CT0425.The dynamic height is computed by dividing the NAVD 88
 CT0425.geopotential number by the normal gravity value computed on the
 CT0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0425.degrees latitude (g = 980.6199 gals.).
 CT0425
 CT0425.The modeled gravity was interpolated from observed gravity values.
 CT0425
 CT0425;                    North         East     Units Scale Factor Converg.
 CT0425;SPC TXNC     - 2,080,118.367   508,510.936   MT  0.99993974   -0 31 49.2
 CT0425;SPC TXNC     - 6,824,521.68  1,668,339.63   sFT  0.99993974   -0 31 49.2
 CT0425;UTM  14      - 3,583,247.336   455,569.584   MT  0.99962434   -0 15 10.8
 CT0425
 CT0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0425!SPC TXNC     -   0.99991007  x   0.99993974  =   0.99984982
 CT0425!UTM  14      -   0.99991007  x   0.99962434  =   0.99953445
 CT0425
 CT0425|---------------------------------------------------------------------|
 CT0425| PID    Reference Object                     Distance      Geod. Az  |
 CT0425|                                                           dddmmss.s |
 CT0425| CT0426 ESTATE RM 1                          17.800 METERS 09225     |
 CT0425| CT0419 RAID                                APPROX. 1.2 KM 1104039.8 |
 CT0425| CT1095 DENTON                              APPROX.14.7 KM 2122944.9 |
 CT0425| CT0424 ESTATE RM 2                          17.943 METERS 35356     |
 CT0425|---------------------------------------------------------------------|
 CT0425
 CT0425                          SUPERSEDED SURVEY CONTROL
 CT0425
 CT0425  NAD 83(1986)-  32 23 07.23666(N)    099 28 20.51757(W) AD(       ) 2
 CT0425  NAD 27      -  32 23 06.78210(N)    099 28 19.23170(W) AD(       ) 2
 CT0425  NGVD 29 (??/??/92)  600.378  (m)         1969.74   (f) ADJ UNCH    1 2
 CT0425
 CT0425.Superseded values are not recommended for survey control.
 CT0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0425.See file dsdata.txt to determine how the superseded data were derived.
 CT0425
 CT0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA5557083247(NAD 83)
 CT0425_MARKER: DB = BENCH MARK DISK
 CT0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0425_STAMPING: ESTATE 1961
 CT0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0425+STABILITY: SURFACE MOTION
 CT0425
 CT0425  HISTORY     - Date     Condition        Report By
 CT0425  HISTORY     - 1961     MONUMENTED       CGS
 CT0425  HISTORY     - 1961     GOOD             CGS
 CT0425  HISTORY     - 20011014 GOOD             USPSQD
 CT0425
 CT0425                          STATION DESCRIPTION
 CT0425
 CT0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT0425'THE STATION IS LOCATED 5 MILES WEST-SOUTHWEST OF BAIRD AND 2
 CT0425'MILES SOUTHEAST OF CLYDE.
 CT0425'
 CT0425'TO REACH THE STATION FROM THE POST OFFICE IN CLYDE, GO EAST
 CT0425'FOR 0.1 MILE TO A SIDE ROAD RIGHT CROSSING RAILROAD TRACKS,
 CT0425'TURN RIGHT, SOUTH, CROSSING RAILROAD TRACKS FOR 0.05 MILE
 CT0425'TO A T INTERSECTION.  TURN LEFT, EAST, THEN SOUTH AND EAST
 CT0425'ON FARM ROAD 18 FOR 2.45 MILES TO A SIDE ROAD RIGHT, TURN
 CT0425'RIGHT, SOUTH, AND GO FOR 0.1 MILE TO THE STATION ON THE
 CT0425'RIGHT AS DESCRIBED.
 CT0425'
 CT0425'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 CT0425'SQUARE CONCRETE MONUMENT, WHICH PROJECT 4 INCHES AND IS
 CT0425'STAMPED ESTATE 1961.  IT IS 37 FEET WEST OF THE CENTER OF
 CT0425'A GRAVEL ROAD, 10.2 FEET SOUTHEAST OF A METAL WITNESS POST
 CT0425'AND 9 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 CT0425'
 CT0425'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 CT0425'A 12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECT 3 INCHES
 CT0425'AND IS STAMPED ESTATE NO. 1 1961.  IT IS 21 FEET EAST OF
 CT0425'THE CENTER OF A GRAVEL ROAD, 1 FOOT WEST OF A NORTH-SOUTH
 CT0425'FENCE LINE AND IS 2 FEET LOWER THAN THE STATION.
 CT0425'
 CT0425'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 CT0425'A 12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECT 5 INCHES
 CT0425'AND IS STAMPED ESTATE NO. 2 1961.  IT IS 42 FEET WEST OF THE
 CT0425'CENTER OF A GRAVEL ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 CT0425'FENCE LINE.
 CT0425'
 CT0425'HEIGHT OF LIGHT ABOVE STATION MARK 3.4 METERS.
 CT0425
 CT0425                          STATION RECOVERY (1961)
 CT0425
 CT0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CT0425'2.7 MI SE FROM CLYDE.
 CT0425'0.1 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT CLYDE, THENCE
 CT0425'0.05 MILE SOUTH ALONG PAVED ROAD, THENCE 2.45 MILES SOUTHEAST ALONG
 CT0425'FARM ROAD 18, THENCE 0.1 MILE SOUTH ALONG PAVED ROAD, 58.4 FEET EAST
 CT0425'OF R.M. 1, 37 FEET WEST OF THE CENTER OF THE ROAD, 10.2 FEET SOUTHEAST
 CT0425'OF A METAL WITNESS POST, SET IN TOP OF A SQUARE CONCRETE POST
 CT0425'PROJECTING 4 INCHES ABOVE GROUND.
 CT0425
 CT0425                          STATION RECOVERY (2001)
 CT0425
 CT0425'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0426 ***********************************************************************
 CT0426  DESIGNATION -  ESTATE RM 1
 CT0426  PID         -  CT0426
 CT0426  STATE/COUNTY-  TX/CALLAHAN
 CT0426  USGS QUAD   -  BAIRD (1966)
 CT0426
 CT0426                         *CURRENT SURVEY CONTROL
 CT0426  ___________________________________________________________________
 CT0426* NAD 83(1986)-  32 23 06.     (N)    099 28 20.     (W)     SCALED    
 CT0426* NAVD 88     -       600.446  (meters)    1969.96   (feet)  ADJUSTED  
 CT0426  ___________________________________________________________________
 CT0426  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CT0426  DYNAMIC HT  -         599.659 (meters)    1967.38  (feet)  COMP
 CT0426  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 CT0426
 CT0426  VERT ORDER  -  FIRST     CLASS II
 CT0426
 CT0426.The horizontal coordinates were scaled from a topographic map and have
 CT0426.an estimated accuracy of +/- 6 seconds.
 CT0426
 CT0426.The orthometric height was determined by differential leveling
 CT0426.and adjusted by the National Geodetic Survey in June 1991..
 CT0426
 CT0426.The geoid height was determined by GEOID03.
 CT0426
 CT0426.The dynamic height is computed by dividing the NAVD 88
 CT0426.geopotential number by the normal gravity value computed on the
 CT0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0426.degrees latitude (g = 980.6199 gals.).
 CT0426
 CT0426.The modeled gravity was interpolated from observed gravity values.
 CT0426
 CT0426;                    North         East    Units  Estimated Accuracy
 CT0426;SPC TXNC     - 2,080,080.      508,520.      MT  (+/- 180 meters Scaled)
 CT0426
 CT0426                          SUPERSEDED SURVEY CONTROL
 CT0426
 CT0426  NGVD 29 (??/??/92)  600.268  (m)         1969.38   (f) ADJ UNCH    1 2
 CT0426
 CT0426.Superseded values are not recommended for survey control.
 CT0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0426.See file dsdata.txt to determine how the superseded data were derived.
 CT0426
 CT0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA555832(NAD 83)
 CT0426_MARKER: DB = BENCH MARK DISK
 CT0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0426_STAMPING: ESTATE NO 1 1961
 CT0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0426+STABILITY: SURFACE MOTION
 CT0426
 CT0426  HISTORY     - Date     Condition        Report By
 CT0426  HISTORY     - 1961     MONUMENTED       CGS
 CT0426  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0426
 CT0426                          STATION DESCRIPTION
 CT0426
 CT0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0426'2.7 MI SE FROM CLYDE.
 CT0426'0.1 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT CLYDE, THENCE
 CT0426'0.05 MILE SOUTH ALONG A PAVED ROAD, THENCE 2.45 MILES SOUTHEAST ALONG
 CT0426'FARM ROAD 18, THENCE 0.1 MILE SOUTH ALONG A PAVED ROAD, 58.4 FEET WEST
 CT0426'OF A TRIANGULATION STATION, 21 FEET EAST OF THE CENTER OF A ROAD, SET
 CT0426'IN TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 CT0426
 CT0426                          STATION RECOVERY (2001)
 CT0426
 CT0426'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0424 ***********************************************************************
 CT0424  DESIGNATION -  ESTATE RM 2
 CT0424  PID         -  CT0424
 CT0424  STATE/COUNTY-  TX/CALLAHAN
 CT0424  USGS QUAD   -  BAIRD (1966)
 CT0424
 CT0424                         *CURRENT SURVEY CONTROL
 CT0424  ___________________________________________________________________
 CT0424* NAD 83(1986)-  32 23 06.     (N)    099 28 20.     (W)     SCALED    
 CT0424* NAVD 88     -       600.684  (meters)    1970.74   (feet)  ADJUSTED  
 CT0424  ___________________________________________________________________
 CT0424  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CT0424  DYNAMIC HT  -         599.897 (meters)    1968.16  (feet)  COMP
 CT0424  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 CT0424
 CT0424  VERT ORDER  -  FIRST     CLASS II
 CT0424
 CT0424.The horizontal coordinates were scaled from a topographic map and have
 CT0424.an estimated accuracy of +/- 6 seconds.
 CT0424
 CT0424.The orthometric height was determined by differential leveling
 CT0424.and adjusted by the National Geodetic Survey in June 1991..
 CT0424
 CT0424.The geoid height was determined by GEOID03.
 CT0424
 CT0424.The dynamic height is computed by dividing the NAVD 88
 CT0424.geopotential number by the normal gravity value computed on the
 CT0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0424.degrees latitude (g = 980.6199 gals.).
 CT0424
 CT0424.The modeled gravity was interpolated from observed gravity values.
 CT0424
 CT0424;                    North         East    Units  Estimated Accuracy
 CT0424;SPC TXNC     - 2,080,080.      508,520.      MT  (+/- 180 meters Scaled)
 CT0424
 CT0424                          SUPERSEDED SURVEY CONTROL
 CT0424
 CT0424  NGVD 29 (??/??/92)  600.507  (m)         1970.16   (f) ADJ UNCH    1 2
 CT0424
 CT0424.Superseded values are not recommended for survey control.
 CT0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0424.See file dsdata.txt to determine how the superseded data were derived.
 CT0424
 CT0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA555832(NAD 83)
 CT0424_MARKER: DB = BENCH MARK DISK
 CT0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0424_STAMPING: ESTATE NO 2 1961
 CT0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0424+STABILITY: SURFACE MOTION
 CT0424
 CT0424  HISTORY     - Date     Condition        Report By
 CT0424  HISTORY     - 1961     MONUMENTED       CGS
 CT0424  HISTORY     - 20011014 GOOD             USPSQD
 CT0424
 CT0424                          STATION DESCRIPTION
 CT0424
 CT0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0424'2.7 MI SE FROM CLYDE.
 CT0424'0.1 MILE EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT CLYDE, THENCE
 CT0424'0.05 MILE SOUTH ALONG PAVED ROAD, THENCE 2.45 MILES SOUTHEAST ALONG
 CT0424'FARM ROAD 18, THENCE 0.1 MILE SOUTH ALONG PAVED ROAD, 58.8 FEET SOUTH
 CT0424'OF A TRIANGULATION STATION, 42 FEET WEST OF THE CENTER OF ROAD, SET IN
 CT0424'TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 CT0424
 CT0424                          STATION RECOVERY (2001)
 CT0424
 CT0424'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0721 ***********************************************************************
 EN0721  DESIGNATION -  ESTELLINE
 EN0721  PID         -  EN0721
 EN0721  STATE/COUNTY-  TX/HALL
 EN0721  USGS QUAD   -  TELL NORTH (1981)
 EN0721
 EN0721                         *CURRENT SURVEY CONTROL
 EN0721  ___________________________________________________________________
 EN0721* NAD 83(1993)-  34 29 23.24254(N)    100 25 12.06665(W)     ADJUSTED  
 EN0721* NAVD 88     -       601.     (meters)    1972.     (feet)  SCALED    
 EN0721  ___________________________________________________________________
 EN0721  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 EN0721  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 EN0721
 EN0721  HORZ ORDER  -  SECOND
 EN0721
 EN0721.The horizontal coordinates were established by classical geodetic methods
 EN0721.and adjusted by the National Geodetic Survey in February 1996..
 EN0721
 EN0721.The orthometric height was scaled from a topographic map.
 EN0721
 EN0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0721
 EN0721.The geoid height was determined by GEOID03.
 EN0721
 EN0721;                    North         East     Units Scale Factor Converg.
 EN0721;SPC TX N     - 1,054,879.227   299,199.663   MT  1.00004099   +0 37 33.2
 EN0721;SPC TX N     - 3,460,882.93    981,624.23   sFT  1.00004099   +0 37 33.2
 EN0721;UTM  14      - 3,817,380.068   369,616.972   MT  0.99980954   -0 48 15.2
 EN0721
 EN0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0721!SPC TX N     -   0.99991004  x   1.00004099  =   0.99995103
 EN0721!UTM  14      -   0.99991004  x   0.99980954  =   0.99971960
 EN0721
 EN0721:                Primary Azimuth Mark                     Grid Az
 EN0721:SPC TX N     -  ESTELLINE AZ MK                          145 13 01.4
 EN0721:UTM  14      -  ESTELLINE AZ MK                          146 38 49.8
 EN0721
 EN0721|---------------------------------------------------------------------|
 EN0721| PID    Reference Object                     Distance      Geod. Az  |
 EN0721|                                                           dddmmss.s |
 EN0721| CX7171 ESTELLINE AZ MK                                    1455034.6 |
 EN0721| CX7172 ESTELLINE RM 1                        6.866 METERS 21635     |
 EN0721| CX7173 ESTELLINE RM 2                        6.503 METERS 30540     |
 EN0721| EN0665 ESTELLINE TANK                      APPROX. 6.4 KM 3384654.8 |
 EN0721|---------------------------------------------------------------------|
 EN0721
 EN0721                          SUPERSEDED SURVEY CONTROL
 EN0721
 EN0721  NAD 83(1993)-  34 29 23.24283(N)    100 25 12.06583(W) AD(       ) 2
 EN0721  NAD 83(1986)-  34 29 23.24798(N)    100 25 12.05938(W) AD(       ) 2
 EN0721  NAD 27      -  34 29 23.03676(N)    100 25 10.62663(W) AD(       ) 2
 EN0721
 EN0721.Superseded values are not recommended for survey control.
 EN0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0721.See file dsdata.txt to determine how the superseded data were derived.
 EN0721
 EN0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6961717380(NAD 83)
 EN0721_MARKER: DS = TRIANGULATION STATION DISK
 EN0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0721
 EN0721  HISTORY     - Date     Condition        Report By
 EN0721  HISTORY     - 1965     MONUMENTED       CGS
 EN0721
 EN0721                          STATION DESCRIPTION
 EN0721
 EN0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0721'THE STATION IS ABOUT 4 MILES SOUTH-SOUTHEAST OF ESTELLINE AND 1/4
 EN0721'MILE WEST OF THE HALL-CHILDRESS COUNTY LINE, ON TOP OF A BARE
 EN0721'KNOLL.
 EN0721'
 EN0721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 EN0721'HIGHWAY 86 IN ESTELLINE, GO SOUTHEASTERLY ON HIGHWAY 287 FOR 0.75
 EN0721'MILE TO THE JUNCTION WITH FARM ROAD 658.  TURN RIGHT AND GO
 EN0721'SOUTHERLY ON FARM ROAD 658 FOR 3.0 MILES TO A GRADED SIDE ROAD LEFT.
 EN0721'TURN LEFT, CROSSING CATTLE GUARD AND GO EASTERLY ON GRADED
 EN0721'ROAD FOR 0.95 MILE TO THE TOP OF A RISE AND THE STATION ON THE
 EN0721'RIGHT.  TO REACH THE AZIMUTH MARK, CONTINUE SOUTHEASTERLY ON GRADED
 EN0721'ROAD FOR 0.25 MILE TO A RANCH HOUSE AND THE MARK JUST OUTSIDE THE
 EN0721'YARD FENCE.
 EN0721'
 EN0721'STATION MARK IS A STANDARD DISK, STAMPED ESTELLINE 1964, SET IN THE
 EN0721'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND
 EN0721'SURFACE.  IT IS 64 FEET WESTOF THE CENTERLINE OF A FORK IN THE
 EN0721'GRADED ROAD AND 22 FEET WEST-SOUTHWEST OF A WITNESS POST.
 EN0721'
 EN0721'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ESTELLINE NO 1 1964, SET
 EN0721'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE
 EN0721'GROUND SURFACE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 EN0721'
 EN0721'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ESTELLINE NO 2 1964, SET
 EN0721'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE
 EN0721'GROUND SURFACE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 EN0721'
 EN0721'AZIMUTH MARK IS A STANDARD DISK, STAMPED ESTELLINE 1964, SET IN THE
 EN0721'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 1 INCH.  IT IS
 EN0721'44 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD, 3 FEET WEST OF A
 EN0721'WITNESS POST AND 1 FOOT NORTH OF A YARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0665 ***********************************************************************
 EN0665  DESIGNATION -  ESTELLINE TANK
 EN0665  PID         -  EN0665
 EN0665  STATE/COUNTY-  TX/HALL
 EN0665  USGS QUAD   -  ESTELLINE (1985)
 EN0665
 EN0665                         *CURRENT SURVEY CONTROL
 EN0665  ___________________________________________________________________
 EN0665* NAD 83(1993)-  34 32 36.56852(N)    100 26 42.77747(W)     ADJUSTED  
 EN0665* NAVD 88     -                                                        
 EN0665  ___________________________________________________________________
 EN0665  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 EN0665  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 EN0665
 EN0665  HORZ ORDER  -  THIRD
 EN0665
 EN0665.The horizontal coordinates were established by classical geodetic methods
 EN0665.and adjusted by the National Geodetic Survey in February 1996..
 EN0665
 EN0665
 EN0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0665
 EN0665.The geoid height was determined by GEOID03.
 EN0665
 EN0665;                    North         East     Units Scale Factor Converg.
 EN0665;SPC TX N     - 1,060,811.320   296,821.730   MT  1.00002639   +0 36 40.6
 EN0665;SPC TX N     - 3,480,345.14    973,822.63   sFT  1.00002639   +0 36 40.6
 EN0665;UTM  14      - 3,823,368.354   367,388.361   MT  0.99981676   -0 49 10.6
 EN0665
 EN0665                          SUPERSEDED SURVEY CONTROL
 EN0665
 EN0665  NAD 83(1993)-  34 32 36.56892(N)    100 26 42.77665(W) AD(       ) 4
 EN0665  NAD 83(1986)-  34 32 36.57400(N)    100 26 42.76999(W) AD(       ) 4
 EN0665  NAD 27      -  34 32 36.37011(N)    100 26 41.33211(W) AD(       ) 3
 EN0665
 EN0665.Superseded values are not recommended for survey control.
 EN0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0665.See file dsdata.txt to determine how the superseded data were derived.
 EN0665
 EN0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6738823368(NAD 83)
 EN0665_MARKER: 51 = TANK
 EN0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0665+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 EN0665
 EN0665  HISTORY     - Date     Condition        Report By
 EN0665  HISTORY     - 1955     FIRST OBSERVED   USGS
 EN0665  HISTORY     - 1965     GOOD             CGS
 EN0665  HISTORY     - 20040806 GOOD             USPSQD
 EN0665
 EN0665                          STATION DESCRIPTION
 EN0665
 EN0665'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 EN0665'POINT OBSERVED ON IS THE FINIAL OF THE MUNICIPAL WATER TANK LOCATED IN
 EN0665'THE SW. PART OF TOWN.
 EN0665'
 EN0665'STATION MARK--NONE.
 EN0665'
 EN0665'REFERENCE MARKS--NONE.
 EN0665
 EN0665                          STATION RECOVERY (1965)
 EN0665
 EN0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0665'THE STATION WAS RECOVERED.  THE 1935 DESCRIPTION IS NOT ADEQUATE.
 EN0665'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 EN0665'
 EN0665'THE STATION IS THE CENTER OF THE TOP OF A 120 FOOT HIGH ELEVATED
 EN0665'TANK, LOCATED 0.4 MILE NORTHWEST OF THE JUNCTION OF U. S. HIGHWAY
 EN0665'287 AND STATE HIGHWAY 86, WHICH IS NEAR THE CENTER OF THE TOWN OF
 EN0665'ESTELLINE AND ABOUT 0.1 MILE SOUTH OF STATE HIGHWAY 86.
 EN0665
 EN0665                          STATION RECOVERY (2004)
 EN0665
 EN0665'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 EN0665'RECOVERED AS DESCRIBED. THE TANK HAS FOUR LEGS WITH A CONE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1141 ***********************************************************************
 DN1141  DESIGNATION -  ESTER
 DN1141  PID         -  DN1141
 DN1141  STATE/COUNTY-  TX/GRAYSON
 DN1141  USGS QUAD   -  GUNTER (1974)
 DN1141
 DN1141                         *CURRENT SURVEY CONTROL
 DN1141  ___________________________________________________________________
 DN1141* NAD 83(1993)-  33 29 35.91579(N)    096 43 22.37899(W)     ADJUSTED  
 DN1141* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 DN1141  ___________________________________________________________________
 DN1141  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 DN1141  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN1141
 DN1141  HORZ ORDER  -  THIRD
 DN1141
 DN1141.The horizontal coordinates were established by classical geodetic methods
 DN1141.and adjusted by the National Geodetic Survey in February 1996..
 DN1141
 DN1141.The orthometric height was scaled from a topographic map.
 DN1141
 DN1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1141
 DN1141.The geoid height was determined by GEOID03.
 DN1141
 DN1141;                    North         East     Units Scale Factor Converg.
 DN1141;SPC TXNC     - 2,203,955.520   765,122.909   MT  0.99990224   +0 58 09.2
 DN1141;SPC TXNC     - 7,230,810.74  2,510,240.74   sFT  0.99990224   +0 58 09.2
 DN1141;UTM  14      - 3,708,298.071   711,549.075   MT  1.00015177   +1 15 25.5
 DN1141
 DN1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1141!SPC TXNC     -   0.99996459  x   0.99990224  =   0.99986683
 DN1141!UTM  14      -   0.99996459  x   1.00015177  =   1.00011635
 DN1141
 DN1141|---------------------------------------------------------------------|
 DN1141| PID    Reference Object                     Distance      Geod. Az  |
 DN1141|                                                           dddmmss.s |
 DN1141| CY1782 ESTER RM 1                            9.327 METERS 04256     |
 DN1141| DN1233 HOWE MUNICIPAL TANK                 APPROX.10.4 KM 0833600.9 |
 DN1141| CY1781 ESTER AZ MK                                        2232803.3 |
 DN1141| CY1783 ESTER RM 2                            8.217 METERS 23122     |
 DN1141|---------------------------------------------------------------------|
 DN1141
 DN1141                          SUPERSEDED SURVEY CONTROL
 DN1141
 DN1141  NAD 83(1993)-  33 29 35.91717(N)    096 43 22.37570(W) AD(       ) 3
 DN1141  NAD 83(1986)-  33 29 35.92233(N)    096 43 22.36858(W) AD(       ) 3
 DN1141  NAD 27      -  33 29 35.52750(N)    096 43 21.38260(W) AD(       ) 3
 DN1141
 DN1141.Superseded values are not recommended for survey control.
 DN1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1141.See file dsdata.txt to determine how the superseded data were derived.
 DN1141
 DN1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1154908298(NAD 83)
 DN1141_MARKER: DS = TRIANGULATION STATION DISK
 DN1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1141
 DN1141  HISTORY     - Date     Condition        Report By
 DN1141  HISTORY     - 1957     MONUMENTED       CGS
 DN1141  HISTORY     - 1958     GOOD             CGS
 DN1141  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN1141
 DN1141                          STATION DESCRIPTION
 DN1141
 DN1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1141'THE STATION IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY 289,
 DN1141'ABOUT 12 MILES SOUTH-SOUTHWEST OF SHERMAN, ABOUT 5-1/2 MILES
 DN1141'WEST OF HOWE, ABOUT 3 MILES NORTH OF GUNTER, 45 FEET WEST
 DN1141'OF THE CENTER OF STATE HIGHWAY 289 AND 3 FEET EAST OF A
 DN1141'NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH AND IS STAMPED ESTER
 DN1141'1957.
 DN1141'
 DN1141'REFERENCE MARK NO. 1 IS 48 FEET WEST OF THE CENTER OF STATE
 DN1141'HIGHWAY 289 AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 DN1141'IT IS SET FLUSH AND IS STAMPED ESTER NO 1 1957.
 DN1141'
 DN1141'REFERENCE MARK NO. 2 IS 48 FEET WEST OF THE CENTER OF STATE
 DN1141'HIGHWAY 289 AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE.
 DN1141'IT IS SET FLUSH AND IS STAMPED ESTER NO 2 1957.
 DN1141'
 DN1141'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 57.40 FEET.
 DN1141'
 DN1141'THE AZIMUTH MARK IS 46 FEET EAST OF THE CENTER OF STATE HIGHWAY
 DN1141'289, 28 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 3 FEET NORTH
 DN1141'OF A TELEPHONE BRACE POLE, 18 INCHES NORTH OF THE WITNESS
 DN1141'POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 DN1141'SET FLUSH AND IS STAMPED ESTER 1957.
 DN1141'
 DN1141'TO REACH THE STATION FROM THE POST OFFICE IN SHERMAN GO
 DN1141'SOUTH ON U.S. HIGHWAY 75 FOR 0.2 MILE TO U.S. HIGHWAY 82,
 DN1141'TURN RIGHT AND GO WEST ON U.S. HIGHWAY 82 FOR 5.1 MILES TO
 DN1141'THE JUNCTION WITH STATE HIGHWAY 289.  TURN LEFT AND GO SOUTH
 DN1141'ON STATE HIGHWAY 289 FOR 8.2 MILES TO A RAILROAD UNDER PASS,
 DN1141'CONTINUE SOUTH ON THE HIGHWAY FOR 0.4 MILE TO A CROSSROAD,
 DN1141'CONTINUE SOUTH ON STATE HIGHWAY 289 FOR 0.2 MILE TO THE
 DN1141'STATION AND REFERENCE MARKS ON THE RIGHT AS DESCRIBED.
 DN1141'
 DN1141'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 DN1141'HIGHWAY 289 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DN1141
 DN1141                          STATION RECOVERY (1958)
 DN1141
 DN1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1141'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1141'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1141'TO STATION SITE ARE CORRECT.  AZIMUTH MARK RECOVERED IN GOOD
 DN1141'CONDITION AS DESCRIBED.
 DN1141
 DN1141                          STATION RECOVERY (1999)
 DN1141
 DN1141'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0768 ***********************************************************************
 CC0768  DESIGNATION -  ESTES
 CC0768  PID         -  CC0768
 CC0768  STATE/COUNTY-  TX/WARD
 CC0768  USGS QUAD   -  7 L RANCH (1969)
 CC0768
 CC0768                         *CURRENT SURVEY CONTROL
 CC0768  ___________________________________________________________________
 CC0768* NAD 83(1993)-  31 29 50.59838(N)    102 57 45.22805(W)     ADJUSTED  
 CC0768* NAVD 88     -       797.7    (meters)    2617.     (feet)  VERTCON   
 CC0768  ___________________________________________________________________
 CC0768  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 CC0768  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CC0768
 CC0768  HORZ ORDER  -  FIRST
 CC0768
 CC0768.The horizontal coordinates were established by classical geodetic methods
 CC0768.and adjusted by the National Geodetic Survey in February 1996..
 CC0768
 CC0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0768
 CC0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0768
 CC0768.The geoid height was determined by GEOID03.
 CC0768
 CC0768;                    North         East     Units Scale Factor Converg.
 CC0768;SPC TX C     - 3,205,899.645   450,253.566   MT  0.99991909   -1 21 15.1
 CC0768;SPC TX C     -10,518,022.42  1,477,206.91   sFT  0.99991909   -1 21 15.1
 CC0768;UTM  13      - 3,486,525.224   693,507.825   MT  1.00006186   +1 03 53.3
 CC0768
 CC0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0768!SPC TX C     -   0.99987844  x   0.99991909  =   0.99979754
 CC0768!UTM  13      -   0.99987844  x   1.00006186  =   0.99994029
 CC0768
 CC0768|---------------------------------------------------------------------|
 CC0768| PID    Reference Object                     Distance      Geod. Az  |
 CC0768|                                                           dddmmss.s |
 CC0768| CH9314 ESTES RM 1                           34.769 METERS 00857     |
 CC0768| CH9312 ESTES AZ MK                                        0464046.0 |
 CC0768| CH9313 ESTES RM                             21.735 METERS 09603     |
 CC0768|---------------------------------------------------------------------|
 CC0768
 CC0768                          SUPERSEDED SURVEY CONTROL
 CC0768
 CC0768  NAD 83(1986)-  31 29 50.60025(N)    102 57 45.22008(W) AD(       ) 1
 CC0768  NAD 27      -  31 29 50.11500(N)    102 57 43.66300(W) AD(       ) 1
 CC0768  NGVD 29 (07/19/86)  797.4    (m)         2616.     (f) VERT ANG       
 CC0768
 CC0768.Superseded values are not recommended for survey control.
 CC0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0768.See file dsdata.txt to determine how the superseded data were derived.
 CC0768
 CC0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ9350886525(NAD 83)
 CC0768_MARKER: P = PIPE CAP
 CC0768_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0768_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 CC0768
 CC0768  HISTORY     - Date     Condition        Report By
 CC0768  HISTORY     - 1909     MONUMENTED       CGS
 CC0768  HISTORY     - 1928     GOOD             CGS
 CC0768  HISTORY     - 1935     GOOD             CGS
 CC0768  HISTORY     - 1938     GOOD             TXHD
 CC0768  HISTORY     - 1938     GOOD             TSI
 CC0768  HISTORY     - 1944     GOOD             LOCENG
 CC0768  HISTORY     - 1945     GOOD             CGS
 CC0768  HISTORY     - 1947     GOOD             PHILIP
 CC0768  HISTORY     - 1951     GOOD             USE
 CC0768
 CC0768                          STATION DESCRIPTION
 CC0768
 CC0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 CC0768'SEVEN AND ONE-FOURTH MILES DIRECT, OR 9 MILES BY ROAD, SW BY
 CC0768'S FROM MONAHANS, A TOWN ON THE TEXAS AND PACIFIC RAILWAY, 5-1/2
 CC0768'MILES DIRECT S 10 DEG E FROM THE SECTION HOUSE AT AROYA SWITCH
 CC0768'ON THE SAME RAILROAD, ON LAND OWNED BY E.W. ESTES AND 400
 CC0768'METERS (1,312 FEET) NE OF HIS HOUSE.  THE WINDMILL AND COTTONWOOD
 CC0768'TREES AT MR. ESTES HOUSE MAY BE SEEN FROM MONAHP00, THE TREES  S00
 CC0768'BEING VERY PROMINENT AND THE ONLY ONES IN THE VICINITY.
 CC0768'
 CC0768'SURFACE MARK IS A CAP STATION MARK ON A 3-INCH IRON PIPE 30
 CC0768'INCHES LONG WHICH IS EMBEDDED IN A CYLINDER OF CONCRETE 20
 CC0768'INCHES IN DIAMETER AND 30 INCHES LONG.
 CC0768'
 CC0768'UNDERGROUND MARK IS AN IRON SPIKE IN BEDROCK.
 CC0768'
 CC0768'REFERENCE MARK IS A 3/4-INCH IRON ROD 18 INCHES LONG SET IN
 CC0768'A CONCRETE CYLINDER 12 INCHES IN DIAMETER AND 20 INCHES LONG.
 CC0768'IT IS 21.729 METERS (71.29 FEET) FROM THE STATION.
 CC0768'ESTES WINDMILL IS ABOUT 1/4 OF A MILE FROM
 CC0768'THE STATION S 31 DEG W.
 CC0768'
 CC0768'STATION RECOVERED IN 1914.  STATION MARK RECOVERED IN GOOD
 CC0768'CONDITION IN 1928, AT WHICH TIME REFERENCE MARK COULD NOT
 CC0768'BE FOUND.
 CC0768
 CC0768                          STATION RECOVERY (1935)
 CC0768
 CC0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0768'STATION IS ABOUT 7 MILES SSW OF MONAHANS AND IS IN SEC. 27
 CC0768'OF BLOCK B-19.
 CC0768'
 CC0768'THE STATION IS A STANDARD CAPPED PIPE BENCH MARK ENCASED IN
 CC0768'CONCRETE.  THE PIPE PROJECTS 5 INCHES FROM THE CONCRETE POST.
 CC0768'THE CONCRETE PROJECTS 5 INCHES FROM THE GROUND.
 CC0768'
 CC0768'REFERENCE MARK (1909) WAS RECOVERED IN GOOD CONDITION.  IT IS
 CC0768'AN IRON ROD SET IN A CONCRETE POST.  THE ROD PROJECTS 1-1/2
 CC0768'INCHES ABOVE THE CONCRETE.  THE CONCRETE POST PROJECTS 4 INCHES.
 CC0768'
 CC0768'A NEW REFERENCE MARK (NO. 1 1935) WAS ESTABLISHED.  IT IS
 CC0768'A STANDARD BRONZE DISK SET IN A CONCRETE POST N OF THE STATION
 CC0768'AND PROJECTS 4 INCHES.
 CC0768'
 CC0768'A NEW AZIMUTH MARK WAS ESTABLISHED.  IT IS A STANDARD DISK
 CC0768'SET IN A CONCRETE POST.  IT IS ABOUT 0.3 MILE NE OF THE STATION.
 CC0768'IT IS 51 FEET W OF A CATTLE GUARD AND IS 2 FEET S OF THE FENCE.
 CC0768'THE MARK PROJECTS 4 INCHES.
 CC0768'
 CC0768'THE STATION IS REACHED FROM MONAHANS BY GOING S FROM THE MAIN
 CC0768'INTERSECTION ON STATE HIGHWAY 82, 3.7 MILES.  TURN OFF THE
 CC0768'HIGHWAY, PASS OVER A CATTLE GUARD, AND TAKE THE CENTER MAIN
 CC0768'TRAIL SSW 1.9 MILES.  PASS THROUGH A WIRE GATE AND CONTINUE
 CC0768'0.5 MILE.  TURN RIGHT OR W KEEPING THE MAIN TRAIL, AND GO 2.9
 CC0768'MILES.  PASS OVER A CATTLE GUARD, TAKE THE RIGHT FORK ON A
 CC0768'DIM TRAIL, AND GO 0.3 MILE TO THE STATION ABOUT 35 YARDS NW OF
 CC0768'THE TRAIL.
 CC0768'
 CC0768'A 35-FOOT TOWER WAS ERECTED.
 CC0768'
 CC0768'NOTE--DISCREPANCY OF 2 DEG IN AZIMUTH TO OLD R.M. (1909),
 CC0768'ACCORDING TO RECONNAISSANCE DESCRIPTIONS.
 CC0768
 CC0768                          STATION RECOVERY (1938)
 CC0768
 CC0768'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0768'IMPOSSIBLE TO REACH STATION.  NO ENTRANCE INTO PASTURE.
 CC0768
 CC0768                          STATION RECOVERY (1938)
 CC0768
 CC0768'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 CC0768'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CC0768
 CC0768                          STATION RECOVERY (1944)
 CC0768
 CC0768'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (LMW)
 CC0768'RECOVERED BY ROBERT H. RAY INC.
 CC0768'
 CC0768'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CC0768'NO ATTEMPT MADE TO RECOVER AZIMUTH MARK.  A BETTER DESCRIPTION
 CC0768'FOR REACHING STATION FOLLOWS--
 CC0768'
 CC0768'STATION CAN BE REACHED FROM DEPOT AT WICKETT, A TOWN 6-1/2 MILES
 CC0768'W ALONG U.S. HIGHWAY 80 FROM MONAHANS, BY GOING S ON ROAD
 CC0768'JUST E OF DEPOT FOR APPROXIMATELY 5 MILES TO FIRST CURVE IN
 CC0768'ROAD, AND AT A CATTLEGUARD.  TURN E ALONG OILED ROAD FOR 1/2
 CC0768'MILE TO A CATTLEGUARD.  STATION IS APPROXIMATELY 120 YARDS
 CC0768'SE OF CATTLEGUARD.
 CC0768
 CC0768                          STATION RECOVERY (1945)
 CC0768
 CC0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0768'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION AND
 CC0768'REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES TO
 CC0768'REFERENCE MARKS WERE NOT CHECKED.
 CC0768
 CC0768                          STATION RECOVERY (1947)
 CC0768
 CC0768'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CC0768'ORIGINAL REFERENCE MARK 1909 RECOVERED IN PERFECT CONDITION.
 CC0768'
 CC0768'REFERENCE MARK 1 AND AZIMUTH MARK NOT SEARCHED FOR.  STATION
 CC0768'MARK IS A DISK STAMPED ESTES 1909 1935.
 CC0768
 CC0768                          STATION RECOVERY (1951)
 CC0768
 CC0768'RECOVERY NOTE BY US ENGINEERS 1951
 CC0768'MARK CANNOT BE FOUND FROM PUBLISHED DESCRIPTION.  NEW DESCRIPTION
 CC0768'FOLLOWS--
 CC0768'
 CC0768'STATION MAY BE REACHED FROM MONAHANS BY GOING W ON U.S. HIGHWAY
 CC0768'80 FROM ITS INTERSECTION WITH STATE HIGHWAY 82 FOR 6.7 MI.
 CC0768'TO THE TOWN OF WICKETT, A SMALL TOWN ON THE TEXAS AND PACIFIC
 CC0768'RAILROAD.  TURN LEFT (S) ON THE COUNTY ROAD (OIL SURFACE) AND
 CC0768'GO 5.2 MI. TO THE JUNCTION OF A GULF OIL CO. DIRT ROAD ENTERING
 CC0768'FROM THE LEFT.  TURN LEFT (E) AND GO 0.1 MI. TO A STEEL CATTLE
 CC0768'GUARD.  PASS OVER THE CATTLE GUARD AND TURN RIGHT ALONGSIDE A
 CC0768'N-S FENCE, 200 FT. TO A FENCE CORNER.  BEAR ABOUT 10 DEG
 CC0768'LEFT FOR 180 FT. TO THE STATION.  THE STATION IS ABOUT
 CC0768'2000 FT. NE OF THE OLD E.W. ESTES RANCHHOUSE, WHICH IS
 CC0768'CHARACTERIZED BY THE ONLY GROUP OF LARGE TREES IN THE
 CC0768'VICINITY AND BY A DILAPIDATED WINDMILL THAT NO LONGER
 CC0768'FUNCTIONS.
 CC0768'
 CC0768'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON THE
 CC0768'DIRT ROAD FOR 0.1 MI. FROM THE LAST CATTLE GUARD MENTIONED
 CC0768'IN THE STATION DESCRIPTION TO ITS JUNCTION WITH ANOTHER DIRT
 CC0768'ROAD.  TURN LEFT (N) AND GO 200 FT. TO A STEEL CATTLE GUARD.
 CC0768'TURN RIGHT (E) ALONG THE S SIDE OF THE E-W FENCE FOR 0.1 MI.
 CC0768'TO THE MARK.  TWO FENCE POSTS IN THE VICINITY ARE PAINTED
 CC0768'WHITE.
 CC0768'
 CC0768'REFERENCE MARK (1909) AND REFERENCE MARK 1 WERE FOUND IN GOOD
 CC0768'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0340 ***********************************************************************
 AM0340  DESIGNATION -  ESTILL 2
 AM0340  PID         -  AM0340
 AM0340  STATE/COUNTY-  TX/MATAGORDA
 AM0340  USGS QUAD   -  CEDAR LANE (1972)
 AM0340
 AM0340                         *CURRENT SURVEY CONTROL
 AM0340  ___________________________________________________________________
 AM0340* NAD 83(1993)-  28 56 27.75094(N)    095 44 29.68661(W)     ADJUSTED  
 AM0340* NAVD 88     -         9.13   (+/-2cm)      30.0    (feet)  VERTCON   
 AM0340  ___________________________________________________________________
 AM0340  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AM0340  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AM0340
 AM0340  HORZ ORDER  -  SECOND
 AM0340  VERT ORDER  -  THIRD (See Below)
 AM0340
 AM0340.The horizontal coordinates were established by classical geodetic methods
 AM0340.and adjusted by the National Geodetic Survey in February 1996..
 AM0340
 AM0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0340.The vertical order pertains to the NGVD 29 superseded value.
 AM0340
 AM0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0340
 AM0340.The geoid height was determined by GEOID03.
 AM0340
 AM0340;                    North         East     Units Scale Factor Converg.
 AM0340;SPC TXSC     - 4,127,189.052   917,599.842   MT  0.99988671   +1 35 46.8
 AM0340;SPC TXSC     -13,540,619.41  3,010,492.15   sFT  0.99988671   +1 35 46.8
 AM0340;UTM  15      - 3,204,549.010   232,764.335   MT  1.00048138   -1 19 38.9
 AM0340
 AM0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0340!SPC TXSC     -   1.00000275  x   0.99988671  =   0.99988946
 AM0340!UTM  15      -   1.00000275  x   1.00048138  =   1.00048413
 AM0340
 AM0340|---------------------------------------------------------------------|
 AM0340| PID    Reference Object                     Distance      Geod. Az  |
 AM0340|                                                           dddmmss.s |
 AM0340| AM0341 ESTILL 2 RM 3                        15.922 METERS 02553     |
 AM0340| AM0342 ESTILL RM 1                          57.780 METERS 07422     |
 AM0340| AM0343 ESTILL                               11.858 METERS 15438     |
 AM0340| AM0339 ESTILL RM 2                         367.001 METERS 29716     |
 AM0340|---------------------------------------------------------------------|
 AM0340
 AM0340                          SUPERSEDED SURVEY CONTROL
 AM0340
 AM0340  NAD 83(1986)-  28 56 27.76033(N)    095 44 29.66831(W) AD(       ) 2
 AM0340  NAD 27      -  28 56 26.84700(N)    095 44 28.84160(W) AD(       ) 2
 AM0340  NGVD 29 (??/??/??)    9.16   (m)           30.1    (f) RESET       3  
 AM0340
 AM0340.Superseded values are not recommended for survey control.
 AM0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0340.See file dsdata.txt to determine how the superseded data were derived.
 AM0340
 AM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3276404549(NAD 83)
 AM0340_MARKER: DS = TRIANGULATION STATION DISK
 AM0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0340_STAMPING: ESTILL 2 1960
 AM0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0340+STABILITY: SURFACE MOTION
 AM0340
 AM0340  HISTORY     - Date     Condition        Report By
 AM0340  HISTORY     - 1960     MONUMENTED       CGS
 AM0340  HISTORY     - 1960     GOOD             CGS
 AM0340  HISTORY     - 1969     GOOD             CGS
 AM0340  HISTORY     - 1991     GOOD             USPSQD
 AM0340  HISTORY     - 19961116 GOOD             USPSQD
 AM0340  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0340
 AM0340                          STATION DESCRIPTION
 AM0340
 AM0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WCR)
 AM0340'THE STATION IS LOCATED AT THE WEST EDGE OF CEDAR LAKE, IN
 AM0340'THE WEST SIDE OF A FARM YARD, 11 FEET NORTH OF THE NORTH
 AM0340'RIGHT-OF-WAY LINE OF F.M. ROAD NO. 457, 3 FEET EAST OF THE
 AM0340'WEST FENCE OF THE FARM YARD AND ABOUT 40 FEET WEST OF THE
 AM0340'CENTERLINE OF THE ENTRANCE ROAD.  IT IS ABOUT 100 YARDS
 AM0340'WEST OF THE EDGE OF THE LAKE AND ABOUT 105 FEET WEST OF
 AM0340'THE YARD FENCE SURROUNDING THE WHITE FARM HOUSE.
 AM0340'
 AM0340'A STANDARD DISK STAMPED ESTILL 2 1960 IN A CONCRETE POST
 AM0340'WHICH PROJECTS 3 INCHES.
 AM0340'
 AM0340'REFERENCE NO. 1 IS A STANDARD DISK STAMPED ESTILL 1931 NO.
 AM0340'1 IN A CONCRETE POST PROJECTING 3 INCHES.  IT IS ABOUT 50
 AM0340'YARDS WEST OF THE LAKE SHORE, 17 YARDS NORTH OF THE BACK
 AM0340'DOOR TO THE RANCH HOUSE AND 9 YARDS EAST OF THE EAST SIDE
 AM0340'OF THE GARAGE.
 AM0340'
 AM0340'REFERENCE NO. 2 IS A STANDARD REFERENCE DISK STAMPED ESTILL
 AM0340'1931 NO. 2 IN A CONCRETE POST PROJECTING ABOUT 6 INCHES,
 AM0340'1 FOOT EAST OF A FIELD FENCE, 16 FEET NORTH OF THE NORTH
 AM0340'RIGHT-OF-WAY FENCE OF THE HIGHWAY AND ABOUT 100 YARDS SOUTHWEST
 AM0340'OF A LONE WELL.
 AM0340'
 AM0340'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ESTILL 2
 AM0340'1960 NO. 3 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES,
 AM0340'2 FEET EAST OF THE EAST FENCE OF THE FARM YARD AND ABOUT
 AM0340'10 FEET SOUTHWEST OF A LONE TREE.
 AM0340'
 AM0340'TO REACH FROM THE POST OFFICE IN CEDAR LANE GO WEST ON THE
 AM0340'F.M. ROAD, NO. 457, 0.3 MILE TO THE STATION ON THE RIGHT
 AM0340'AS DESCRIBED.
 AM0340'
 AM0340'TO REACH THE AZIMUTH MARK, CONTINUE WEST ON THE HIGHWAY
 AM0340'0.2 MILE TO THE T FENCE N. AND THE MARK AS DESCRIBED.
 AM0340
 AM0340                          STATION RECOVERY (1960)
 AM0340
 AM0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 AM0340'0.2 MI NW FROM CEDAR LANE.
 AM0340'THIS MARK IS 0.2 MILE NORTHWEST ALONG THE NORTHEAST SIDE OF F.M. ROAD
 AM0340'NO.457 FROM THE POST OFFICE IN CEDAR LANE, IN THE NORTHWEST SIDE OF A
 AM0340'FARM HOUSE, 40.5 FEET WEST OF THE CENTER OF THE ENTRANCE LANE TO THE
 AM0340'YARD, 3 FEET EAST OF THE WEST FENCE, 11 FEET NORTHEAST OF THE
 AM0340'NORTHEAST RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY AND ABOUT 100 YARDS
 AM0340'WEST OF A LAKE SHORE.  A TRIANGULATION DISK STAMPED ESTILL 2 1960 IN A
 AM0340'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 AM0340
 AM0340                          STATION RECOVERY (1969)
 AM0340
 AM0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0340'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 AM0340'AND FOUND IN GOOD CONDITION.
 AM0340'
 AM0340'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AM0340'
 AM0340'THE STATION IS LOCATED AT THE WEST EDGE OF THE SMALL VILLAGE
 AM0340'OF CEDAR LANE, IN THE WEST EDGE OF A LAWN, ON PROPERTY OWNED
 AM0340'AND OCCUPIED BY MR. AND MRS. J.O. WYSE.  IT IS 71 FEET NORTH
 AM0340'OF THE CENTERLINE OF THE HIGHWAY, 34 FEET WEST OF THE NORTHWEST
 AM0340'CORNER OF A CATTLE GUARD, 11 FEET NORTHEAST OF A T-FENCE
 AM0340'CORNER AND 3-1/2 FEET EAST OF A WIRE FENCE.  THE MONUMENT
 AM0340'PROJECTS 4 INCHES AND THE DISK IS STAMPED ESTILL 2 1960.
 AM0340'
 AM0340'REFERENCE MARK NO. 1 IS 27-1/2 FEET EAST OF THE
 AM0340'SOUTHEAST CORNER OF A GARAGE, 51-1/2 FEET NORTH-NORTHEAST
 AM0340'OF THE NORTHWEST CORNER OF THE NORTH WING OF THE RANCH HOUSE
 AM0340'AND 19 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS
 AM0340'5 INCHES AND THE DISK IS STAMPED ESTILL 1931 NO. 1.
 AM0340'
 AM0340'REFERENCE MARK NO. 2 IS 0.2 MILE WEST-NORTHWEST
 AM0340'OF THE STATION, 16 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 AM0340'FENCE AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  THE MONUMENT
 AM0340'PROJECTS 6 INCHES AND THE DISK IS STAMPED ESTILL 1931 NO. 2.
 AM0340'
 AM0340'REFERENCE MARK NO. 3 IS 52.44 FEET NORTH OF THE
 AM0340'STATION, IN A FENCE LINE AND 3 FEET WEST OF THE NORTHWEST
 AM0340'CORNER POST OF A SHED.  THE MONUMENT PROJECTS 3 INCHES AND
 AM0340'THE DISK IS STAMPED ESTILL 2 1960 NO. 3.
 AM0340'
 AM0340'TO REACH THE STATION FROM THE CEDAR LANE POST OFFICE, GO
 AM0340'WEST ON F.M. ROAD 457 FOR 0.3 MILE TO MR. WYSES HOME AND
 AM0340'THE STATION ON THE RIGHT AS DESCRIBED.
 AM0340'
 AM0340'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE
 AM0340'WEST EDGE OF THE SMALL VILLAGE OF CEDAR LANE.
 AM0340
 AM0340                          STATION RECOVERY (1991)
 AM0340
 AM0340'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0340'RECOVERED IN GOOD CONDITION.
 AM0340
 AM0340                          STATION RECOVERY (1996)
 AM0340
 AM0340'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0340'RECOVERED IN GOOD CONDITION.
 AM0340
 AM0340                          STATION RECOVERY (2003)
 AM0340
 AM0340'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0341 ***********************************************************************
 AM0341  DESIGNATION -  ESTILL 2 RM 3
 AM0341  PID         -  AM0341
 AM0341  STATE/COUNTY-  TX/MATAGORDA
 AM0341  USGS QUAD   -  CEDAR LANE (1972)
 AM0341
 AM0341                         *CURRENT SURVEY CONTROL
 AM0341  ___________________________________________________________________
 AM0341* NAD 83(1986)-  28 56 28.     (N)    095 44 29.     (W)     SCALED    
 AM0341* NAVD 88     -         9.06   (+/-2cm)      29.7    (feet)  VERTCON   
 AM0341  ___________________________________________________________________
 AM0341  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AM0341
 AM0341  VERT ORDER  -  THIRD (See Below)
 AM0341
 AM0341.The horizontal coordinates were scaled from a topographic map and have
 AM0341.an estimated accuracy of +/- 6 seconds.
 AM0341
 AM0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0341.The vertical order pertains to the NGVD 29 superseded value.
 AM0341
 AM0341.The geoid height was determined by GEOID03.
 AM0341
 AM0341;                    North         East    Units  Estimated Accuracy
 AM0341;SPC TXSC     - 4,127,200.      917,620.      MT  (+/- 180 meters Scaled)
 AM0341
 AM0341                          SUPERSEDED SURVEY CONTROL
 AM0341
 AM0341  NGVD 29 (??/??/??)    9.09   (m)           29.8    (f) RESET       3  
 AM0341
 AM0341.Superseded values are not recommended for survey control.
 AM0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0341.See file dsdata.txt to determine how the superseded data were derived.
 AM0341
 AM0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN327045(NAD 83)
 AM0341_MARKER: DR = REFERENCE MARK DISK
 AM0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0341_STAMPING: ESTILL 2 NO.3 1960
 AM0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0341+STABILITY: SURFACE MOTION
 AM0341
 AM0341  HISTORY     - Date     Condition        Report By
 AM0341  HISTORY     - 1960     MONUMENTED       CGS
 AM0341  HISTORY     - 1991     GOOD             USPSQD
 AM0341  HISTORY     - 19961116 GOOD             USPSQD
 AM0341
 AM0341                          STATION DESCRIPTION
 AM0341
 AM0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AM0341'0.2 MI NW FROM CEDAR LANE.
 AM0341'ABOUT 0.2 MILE NORTHWEST FROM THE CEDAR LANE POST OFFICE, ALONG THE
 AM0341'NORTHEAST SIDE OF F.M. ROAD NO. 457, IN THE NORTHWEST SIDE OF A FARM
 AM0341'YARD, 2 FEET EAST OF THE WEST YARD FENCE AND 10 FEET SOUTHWEST OF A
 AM0341'LONE TREE.  IT IS 52.44 FEET NORTH OF TRIANGULATION STATION ESTILL 2
 AM0341'1960.  A STANDARD REFERENCE DISK STAMPED ESTILL 2 NO 3 1960 IN A
 AM0341'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 AM0341
 AM0341                          STATION RECOVERY (1991)
 AM0341
 AM0341'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0341'RECOVERED IN GOOD CONDITION.
 AM0341
 AM0341                          STATION RECOVERY (1996)
 AM0341
 AM0341'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0342 ***********************************************************************
 AM0342  DESIGNATION -  ESTILL RM 1
 AM0342  PID         -  AM0342
 AM0342  STATE/COUNTY-  TX/MATAGORDA
 AM0342  USGS QUAD   -  CEDAR LANE (1972)
 AM0342
 AM0342                         *CURRENT SURVEY CONTROL
 AM0342  ___________________________________________________________________
 AM0342* NAD 83(1986)-  28 56 25.     (N)    095 44 29.     (W)     SCALED    
 AM0342* NAVD 88     -         8.27   (+/-2cm)      27.1    (feet)  VERTCON   
 AM0342  ___________________________________________________________________
 AM0342  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AM0342
 AM0342  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0342
 AM0342.The horizontal coordinates were scaled from a topographic map and have
 AM0342.an estimated accuracy of +/- 6 seconds.
 AM0342
 AM0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0342.The vertical order pertains to the NGVD 29 superseded value.
 AM0342
 AM0342.The geoid height was determined by GEOID03.
 AM0342
 AM0342;                    North         East    Units  Estimated Accuracy
 AM0342;SPC TXSC     - 4,127,110.      917,620.      MT  (+/- 180 meters Scaled)
 AM0342
 AM0342                          SUPERSEDED SURVEY CONTROL
 AM0342
 AM0342  NGVD 29 (??/??/92)    8.299  (m)           27.23   (f) ADJ UNCH    2 0
 AM0342
 AM0342.Superseded values are not recommended for survey control.
 AM0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0342.See file dsdata.txt to determine how the superseded data were derived.
 AM0342
 AM0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN327044(NAD 83)
 AM0342_MARKER: DR = REFERENCE MARK DISK
 AM0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0342_STAMPING: ESTILL NO 1 1931
 AM0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0342+STABILITY: SURFACE MOTION
 AM0342
 AM0342  HISTORY     - Date     Condition        Report By
 AM0342  HISTORY     - 1931     MONUMENTED       CGS
 AM0342  HISTORY     - 1960     GOOD             NGS
 AM0342  HISTORY     - 1991     GOOD             USPSQD
 AM0342  HISTORY     - 19961116 GOOD             USPSQD
 AM0342  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0342
 AM0342                          STATION DESCRIPTION
 AM0342
 AM0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AM0342'0.2 MI NW FROM CEDAR LANE.
 AM0342'187 FEET SOUTHEAST OF TRIANGULATION STATION ESTILL DESCRIBED ABOVE, 96
 AM0342'FEET WEST OF A PECAN TREE AT THE EDGE OF LAKE BOWIE, 86 FEET NORTH OF
 AM0342'THE CORNER OF A HOUSE, AND 37 FEET SOUTHWEST OF THE TALL POST IN AN
 AM0342'EAST-AND-WEST FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED ESTILL
 AM0342'NO 1 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 AM0342'ABOVE GROUND.  NOTE-- IT IS 189.58 FEET SOUTHEAST OF TRIANGULATION
 AM0342'STATION ESTILL 2 1960.
 AM0342
 AM0342                          STATION RECOVERY (1991)
 AM0342
 AM0342'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0342'RECOVERED IN GOOD CONDITION.
 AM0342
 AM0342                          STATION RECOVERY (1996)
 AM0342
 AM0342'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0342'RECOVERED IN GOOD CONDITION.
 AM0342
 AM0342                          STATION RECOVERY (2003)
 AM0342
 AM0342'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0342'HOUSE IS GONE AND FIELD HAS BEEN GRADED AND GRASSED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0339 ***********************************************************************
 AM0339  DESIGNATION -  ESTILL RM 2
 AM0339  PID         -  AM0339
 AM0339  STATE/COUNTY-  TX/MATAGORDA
 AM0339  USGS QUAD   -  CEDAR LANE (1972)
 AM0339
 AM0339                         *CURRENT SURVEY CONTROL
 AM0339  ___________________________________________________________________
 AM0339* NAD 83(1993)-  28 56 33.21063(N)    095 44 41.73337(W)     ADJUSTED  
 AM0339* NAVD 88     -         9.60   (+/-2cm)      31.5    (feet)  VERTCON   
 AM0339  ___________________________________________________________________
 AM0339  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AM0339  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AM0339
 AM0339  HORZ ORDER  -  SECOND
 AM0339  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0339
 AM0339.The horizontal coordinates were established by classical geodetic methods
 AM0339.and adjusted by the National Geodetic Survey in February 1996..
 AM0339
 AM0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0339.The vertical order pertains to the NGVD 29 superseded value.
 AM0339
 AM0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0339
 AM0339.The geoid height was determined by GEOID03.
 AM0339
 AM0339;                    North         East     Units Scale Factor Converg.
 AM0339;SPC TXSC     - 4,127,347.975   917,269.081   MT  0.99988653   +1 35 40.9
 AM0339;SPC TXSC     -13,541,140.81  3,009,406.98   sFT  0.99988653   +1 35 40.9
 AM0339;UTM  15      - 3,204,724.702   232,441.920   MT  1.00048351   -1 19 44.9
 AM0339
 AM0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0339!SPC TXSC     -   1.00000268  x   0.99988653  =   0.99988921
 AM0339!UTM  15      -   1.00000268  x   1.00048351  =   1.00048619
 AM0339
 AM0339|---------------------------------------------------------------------|
 AM0339| PID    Reference Object                     Distance      Geod. Az  |
 AM0339|                                                           dddmmss.s |
 AM0339| AM0340 ESTILL 2                            367.001 METERS 11715     |
 AM0339| AM0343 ESTILL                              376.493 METERS 11821     |
 AM0339|---------------------------------------------------------------------|
 AM0339
 AM0339                          SUPERSEDED SURVEY CONTROL
 AM0339
 AM0339  NAD 83(1986)-  28 56 33.21998(N)    095 44 41.71506(W) AD(       ) 2
 AM0339  NAD 27      -  28 56 32.30910(N)    095 44 40.89340(W) AD(       ) 2
 AM0339  NGVD 29 (??/??/92)    9.634  (m)           31.61   (f) ADJ UNCH    2 0
 AM0339
 AM0339.Superseded values are not recommended for survey control.
 AM0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0339.See file dsdata.txt to determine how the superseded data were derived.
 AM0339
 AM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3244204725(NAD 83)
 AM0339_MARKER: DR = REFERENCE MARK DISK
 AM0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0339_STAMPING: ESTILL NO 2 1931
 AM0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0339+STABILITY: SURFACE MOTION
 AM0339
 AM0339  HISTORY     - Date     Condition        Report By
 AM0339  HISTORY     - 1931     MONUMENTED       CGS
 AM0339  HISTORY     - 1960     GOOD             NGS
 AM0339  HISTORY     - 1991     GOOD             USPSQD
 AM0339  HISTORY     - 19961116 GOOD             USPSQD
 AM0339
 AM0339                          STATION DESCRIPTION
 AM0339
 AM0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AM0339'0.45 MI NW FROM CEDAR LANE.
 AM0339'0.25 MILE NORTHWEST OF TRIANGULATION STATION ESTILL DESCRIBED BELOW,
 AM0339'82.2 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 31 FEET NORTHEAST
 AM0339'OF A T-FENCE CORNER, AND 1 FOOT SOUTHEAST OF A NORTH-AND SOUTH FENCE.
 AM0339'A STANDARD REFERENCE-MARK DISK, STAMPED ESTILL NO 2 1931 AND SET IN
 AM0339'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE--
 AM0339'IT IS 0.25 MILE NORTHWEST OF TRIANGULATION STATION ESTILL 2 1960.
 AM0339
 AM0339                          STATION RECOVERY (1991)
 AM0339
 AM0339'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AM0339'RECOVERED IN GOOD CONDITION.
 AM0339
 AM0339                          STATION RECOVERY (1996)
 AM0339
 AM0339'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1484 ***********************************************************************
 AH1484  DESIGNATION -  ESTRELLA WINDMILL
 AH1484  PID         -  AH1484
 AH1484  STATE/COUNTY-  TX/KLEBERG
 AH1484  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1484
 AH1484                         *CURRENT SURVEY CONTROL
 AH1484  ___________________________________________________________________
 AH1484* NAD 83(1993)-  27 27 56.00826(N)    097 24 05.02893(W)     ADJUSTED  
 AH1484* NAVD 88     -                                                        
 AH1484  ___________________________________________________________________
 AH1484  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH1484  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH1484
 AH1484  HORZ ORDER  -  THIRD
 AH1484
 AH1484.The horizontal coordinates were established by classical geodetic methods
 AH1484.and adjusted by the National Geodetic Survey in February 1996..
 AH1484
 AH1484
 AH1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1484
 AH1484.The geoid height was determined by GEOID03.
 AH1484
 AH1484;                    North         East     Units Scale Factor Converg.
 AH1484;SPC TX S     - 5,199,776.820   408,579.848   MT  0.99992753   +0 29 55.6
 AH1484;SPC TX S     -17,059,601.12  1,340,482.38   sFT  0.99992753   +0 29 55.6
 AH1484;UTM  14      - 3,039,018.274   657,959.184   MT  0.99990800   +0 44 14.8
 AH1484
 AH1484                          SUPERSEDED SURVEY CONTROL
 AH1484
 AH1484  NAD 83(1986)-  27 27 56.02088(N)    097 24 05.00448(W) AD(       ) 4
 AH1484  NAD 27      -  27 27 54.87800(N)    097 24 04.02700(W) AD(       ) 3
 AH1484
 AH1484.Superseded values are not recommended for survey control.
 AH1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1484.See file dsdata.txt to determine how the superseded data were derived.
 AH1484
 AH1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5795939018(NAD 83)
 AH1484_MARKER: 66 = WINDMILL
 AH1484
 AH1484  HISTORY     - Date     Condition        Report By
 AH1484  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1484
 AH1484                          STATION DESCRIPTION
 AH1484
 AH1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1484'ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT 1-1/4
 AH1484'MILES EAST OF OJO DE AGUA CAMP, ABOUT 0.75 MILE NE OF MAIN
 AH1484'ROAD FROM OJO DE AGUA CAMP TO MARTILLO CAMP.  A STEEL WINDMILL
 AH1484'TOWER 25 FT. SE OF CIRCULAR CONCRETE WATER TANK.
 AH1484'
 AH1484'THE NAME ESTRELLA MEANS STAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5770 ***********************************************************************
 AH5770  DESIGNATION -  ET 1 JWG
 AH5770  PID         -  AH5770
 AH5770  STATE/COUNTY-  TX/MILAM
 AH5770  USGS QUAD   -  PETTIBONE (1989)
 AH5770
 AH5770                         *CURRENT SURVEY CONTROL
 AH5770  ___________________________________________________________________
 AH5770* NAD 83(1993)-  30 52 01.56215(N)    097 07 22.39597(W)     ADJUSTED  
 AH5770* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 AH5770  ___________________________________________________________________
 AH5770  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 AH5770  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AH5770
 AH5770  HORZ ORDER  -  THIRD
 AH5770
 AH5770.The horizontal coordinates were established by classical geodetic methods
 AH5770.and adjusted by the National Geodetic Survey in July 1998..
 AH5770
 AH5770.The orthometric height was scaled from a topographic map.
 AH5770
 AH5770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5770
 AH5770.The geoid height was determined by GEOID03.
 AH5770
 AH5770;                    North         East     Units Scale Factor Converg.
 AH5770;SPC TX C     - 3,137,503.728 1,006,957.547   MT  0.99988448   +1 39 12.8
 AH5770;SPC TX C     -10,293,626.81  3,303,659.89   sFT  0.99988448   +1 39 12.8
 AH5770;UTM  14      - 3,416,382.080   679,463.870   MT  0.99999730   +0 57 47.9
 AH5770
 AH5770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5770!SPC TX C     -   0.99998025  x   0.99988448  =   0.99986473
 AH5770!UTM  14      -   0.99998025  x   0.99999730  =   0.99997755
 AH5770
 AH5770                          SUPERSEDED SURVEY CONTROL
 AH5770
 AH5770.No superseded survey control is available for this station.
 AH5770
 AH5770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7946416382(NAD 83)
 AH5770_MARKER: DS = TRIANGULATION STATION DISK
 AH5770_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5770_PROJECTION: FLUSH
 AH5770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5770+STABILITY: SURFACE MOTION
 AH5770
 AH5770  HISTORY     - Date     Condition        Report By
 AH5770  HISTORY     - 1962     MONUMENTED       USGS
 AH5770
 AH5770                          STATION DESCRIPTION
 AH5770
 AH5770'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5770'BUCKHOLTS, 0.1 MI. SW. OF U.S. HIGHWAY 190, ALONG GRAVEL RD., THENCE
 AH5770'0.2 MI. SE. ALONG GRAVEL RD. TO T-LANE SW., THENCE 0.3 MI. SW. ALONG
 AH5770'LANE TO Y-FORK, 1 FT. W. OF OLD WELL.
 AH5770'STATION MARK--STANDARD TABLET STAMPED---ET 1 JWG 1962---, IN CONCRETE
 AH5770'POST PROJECTING 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0994 ***********************************************************************
 DO0994  DESIGNATION -  ET 1 WXW
 DO0994  PID         -  DO0994
 DO0994  STATE/COUNTY-  TX/ARCHER
 DO0994  USGS QUAD   -  ARCHER CITY NE (1963)
 DO0994
 DO0994                         *CURRENT SURVEY CONTROL
 DO0994  ___________________________________________________________________
 DO0994* NAD 83(1993)-  33 43 16.13929(N)    098 36 11.17616(W)     ADJUSTED  
 DO0994* NAVD 88     -       305.7    (meters)    1003.     (feet)  VERTCON   
 DO0994  ___________________________________________________________________
 DO0994  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DO0994  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DO0994
 DO0994  HORZ ORDER  -  THIRD
 DO0994
 DO0994.The horizontal coordinates were established by classical geodetic methods
 DO0994.and adjusted by the National Geodetic Survey in February 1996..
 DO0994
 DO0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0994
 DO0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0994
 DO0994.The geoid height was determined by GEOID03.
 DO0994
 DO0994;                    North         East     Units Scale Factor Converg.
 DO0994;SPC TXNC     - 2,227,832.458   590,444.270   MT  0.99994075   -0 03 22.4
 DO0994;SPC TXNC     - 7,309,146.99  1,937,149.24   sFT  0.99994075   -0 03 22.4
 DO0994;UTM  14      - 3,731,309.027   536,771.884   MT  0.99961667   +0 13 13.2
 DO0994
 DO0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0994!SPC TXNC     -   0.99995640  x   0.99994075  =   0.99989716
 DO0994!UTM  14      -   0.99995640  x   0.99961667  =   0.99957309
 DO0994
 DO0994                          SUPERSEDED SURVEY CONTROL
 DO0994
 DO0994  NAD 83(1993)-  33 43 16.13966(N)    098 36 11.17574(W) AD(       ) 3
 DO0994  NAD 83(1986)-  33 43 16.14240(N)    098 36 11.16348(W) AD(       ) 3
 DO0994  NGVD 29 (04/15/93)  305.6    (m)         1003.     (f) VERT ANG       
 DO0994
 DO0994.Superseded values are not recommended for survey control.
 DO0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0994.See file dsdata.txt to determine how the superseded data were derived.
 DO0994
 DO0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3677231309(NAD 83)
 DO0994_MARKER: DD = SURVEY DISK
 DO0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0994+STABILITY: SURFACE MOTION
 DO0994
 DO0994  HISTORY     - Date     Condition        Report By
 DO0994  HISTORY     - 1962     MONUMENTED       USGS
 DO0994
 DO0994                          STATION DESCRIPTION
 DO0994
 DO0994'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0994'ARCHER CITY COURTHOUSE, 9.1 MI. N. OF, ALONG STATE HIGHWAY 79, AT THE
 DO0994'CREST OF A HILL, ABOUT 500 FT. NE. OF THE RANCH HOME OF MR. VINCENT
 DO0994'MURPHY, 175 FT. N. OF THE CENTER OF GATE AND 48 FT. E. OF THE HIGHWAY,
 DO0994'2 FT. E. OF A WIRE FENCE.
 DO0994'
 DO0994'TO REACH FROM THE COURTHOUSE IN ARCHER CITY, GO N. ALONG STATE HIGHWAY
 DO0994'79 9.1 MI. TO THE STATION ON THE RIGHT.
 DO0994'
 DO0994'STATION MARK--STANDARD TABLET STAMPED---ET 1 WXW 1962---, SET IN
 DO0994'CONCRETE POST, PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5779 ***********************************************************************
 AH5779  DESIGNATION -  ET 10 JWG
 AH5779  PID         -  AH5779
 AH5779  STATE/COUNTY-  TX/WILLIAMSON
 AH5779  USGS QUAD   -  GRANGER LAKE (1988)
 AH5779
 AH5779                         *CURRENT SURVEY CONTROL
 AH5779  ___________________________________________________________________
 AH5779* NAD 83(1993)-  30 44 38.23579(N)    097 21 07.81198(W)     ADJUSTED  
 AH5779* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 AH5779  ___________________________________________________________________
 AH5779  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AH5779  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH5779
 AH5779  HORZ ORDER  -  THIRD
 AH5779
 AH5779.The horizontal coordinates were established by classical geodetic methods
 AH5779.and adjusted by the National Geodetic Survey in July 1998..
 AH5779
 AH5779.The orthometric height was scaled from a topographic map.
 AH5779
 AH5779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5779
 AH5779.The geoid height was determined by GEOID03.
 AH5779
 AH5779;                    North         East     Units Scale Factor Converg.
 AH5779;SPC TX C     - 3,123,247.327   985,406.631   MT  0.99989178   +1 32 07.7
 AH5779;SPC TX C     -10,246,853.94  3,232,954.92   sFT  0.99989178   +1 32 07.7
 AH5779;UTM  14      - 3,402,385.982   657,741.050   MT  0.99990695   +0 50 33.2
 AH5779
 AH5779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5779!SPC TX C     -   0.99997682  x   0.99989178  =   0.99986860
 AH5779!UTM  14      -   0.99997682  x   0.99990695  =   0.99988377
 AH5779
 AH5779                          SUPERSEDED SURVEY CONTROL
 AH5779
 AH5779.No superseded survey control is available for this station.
 AH5779
 AH5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5774102386(NAD 83)
 AH5779_MARKER: DS = TRIANGULATION STATION DISK
 AH5779_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5779_PROJECTION: FLUSH
 AH5779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5779+STABILITY: SURFACE MOTION
 AH5779
 AH5779  HISTORY     - Date     Condition        Report By
 AH5779  HISTORY     - 1962     MONUMENTED       USGS
 AH5779
 AH5779                          STATION DESCRIPTION
 AH5779
 AH5779'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5779'GRANGER, 5.5 MI. E. OF, ALONG FARM ROAD 972, THENCE 2.2 MI. N. ON
 AH5779'GRAVELED RD., THENCE 0.2 MI. W. ON GRAVEL RD., 188 FT. W. OF T-LANE
 AH5779'N., 16 FT. N. OF CENTERLINE RD., 2 FT. SW. OF POWER POLE.
 AH5779'STATION MARK--STANDARD TABLET STAMPED---ET 10 JWG 1962---, IN CONCRETE
 AH5779'POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0995 ***********************************************************************
 DO0995  DESIGNATION -  ET 10 WXW
 DO0995  PID         -  DO0995
 DO0995  STATE/COUNTY-  TX/CLAY
 DO0995  USGS QUAD   -  DEER CREEK (1981)
 DO0995
 DO0995                         *CURRENT SURVEY CONTROL
 DO0995  ___________________________________________________________________
 DO0995* NAD 83(1993)-  33 39 55.52730(N)    098 19 34.44144(W)     ADJUSTED  
 DO0995* NAVD 88     -       321.4    (meters)    1054.     (feet)  VERTCON   
 DO0995  ___________________________________________________________________
 DO0995  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DO0995  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DO0995
 DO0995  HORZ ORDER  -  THIRD
 DO0995
 DO0995.The horizontal coordinates were established by classical geodetic methods
 DO0995.and adjusted by the National Geodetic Survey in February 1996..
 DO0995
 DO0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0995
 DO0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0995
 DO0995.The geoid height was determined by GEOID03.
 DO0995
 DO0995;                    North         East     Units Scale Factor Converg.
 DO0995;SPC TXNC     - 2,221,660.593   616,114.886   MT  0.99992987   +0 05 41.2
 DO0995;SPC TXNC     - 7,288,898.13  2,021,370.26   sFT  0.99992987   +0 05 41.2
 DO0995;UTM  14      - 3,725,263.491   562,464.293   MT  0.99964810   +0 22 24.6
 DO0995
 DO0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0995!SPC TXNC     -   0.99995388  x   0.99992987  =   0.99988376
 DO0995!UTM  14      -   0.99995388  x   0.99964810  =   0.99960200
 DO0995
 DO0995                          SUPERSEDED SURVEY CONTROL
 DO0995
 DO0995  NAD 83(1993)-  33 39 55.52745(N)    098 19 34.44086(W) AD(       ) 3
 DO0995  NAD 83(1986)-  33 39 55.53032(N)    098 19 34.42791(W) AD(       ) 3
 DO0995  NGVD 29 (04/15/93)  321.4    (m)         1054.     (f) VERT ANG       
 DO0995
 DO0995.Superseded values are not recommended for survey control.
 DO0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0995.See file dsdata.txt to determine how the superseded data were derived.
 DO0995
 DO0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6246425263(NAD 83)
 DO0995_MARKER: DD = SURVEY DISK
 DO0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0995+STABILITY: SURFACE MOTION
 DO0995
 DO0995  HISTORY     - Date     Condition        Report By
 DO0995  HISTORY     - 1962     MONUMENTED       USGS
 DO0995
 DO0995                          STATION DESCRIPTION
 DO0995
 DO0995'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0995'SCOTLAND, ABOUT 0.7 MI. N. AND 8.2 MI. E. OF, ON LAND BELONGING TO
 DO0995'MR. CARL MOBLEY, ABOUT 1.0 MI. S. OF THE NORTH TEXAS MILL AND
 DO0995'ELEVATOR, 116 FT. N. OF A WINDMILL, 212 FT. SE. OF AN OIL WELL, AND
 DO0995'65 FT. NW. OF THE NW. CORNER OF AN ABANDONED FARM HOUSE.
 DO0995'
 DO0995'TO REACH FROM THE JUNCTION U.S. HIGHWAY 281 AND FARM TO MARKET ROAD
 DO0995'172 IN SCOTLAND, GO E. ON FARM TO MARKET ROAD 172 8.4 MI. TO A T-RD.
 DO0995'S., TURN S. 0.9 MI. TO AN OIL FIELD RD. E., TURN E. 0.5 MI. TO AN
 DO0995'ABANDONED FARM HOUSE ON TOP OF HILL AND THE STATION.
 DO0995'
 DO0995'STATION MARK--STANDARD TABLET STAMPED---ET 10 WXW 1962---, SET IN
 DO0995'CONCRETE POST, PROJECTING 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5780 ***********************************************************************
 AH5780  DESIGNATION -  ET 11 JWG
 AH5780  PID         -  AH5780
 AH5780  STATE/COUNTY-  TX/BELL
 AH5780  USGS QUAD   -  BARTLETT (1989)
 AH5780
 AH5780                         *CURRENT SURVEY CONTROL
 AH5780  ___________________________________________________________________
 AH5780* NAD 83(1993)-  30 49 57.01543(N)    097 22 58.21485(W)     ADJUSTED  
 AH5780* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 AH5780  ___________________________________________________________________
 AH5780  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH5780  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AH5780
 AH5780  HORZ ORDER  -  THIRD
 AH5780
 AH5780.The horizontal coordinates were established by classical geodetic methods
 AH5780.and adjusted by the National Geodetic Survey in July 1998..
 AH5780
 AH5780.The orthometric height was scaled from a topographic map.
 AH5780
 AH5780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5780
 AH5780.The geoid height was determined by GEOID03.
 AH5780
 AH5780;                    North         East     Units Scale Factor Converg.
 AH5780;SPC TX C     - 3,132,981.663   982,210.998   MT  0.99988606   +1 31 10.8
 AH5780;SPC TX C     -10,278,790.67  3,222,470.58   sFT  0.99988606   +1 31 10.8
 AH5780;UTM  14      - 3,412,158.312   654,663.141   MT  0.99989508   +0 49 44.4
 AH5780
 AH5780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5780!SPC TX C     -   0.99997715  x   0.99988606  =   0.99986322
 AH5780!UTM  14      -   0.99997715  x   0.99989508  =   0.99987224
 AH5780
 AH5780                          SUPERSEDED SURVEY CONTROL
 AH5780
 AH5780.No superseded survey control is available for this station.
 AH5780
 AH5780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5466312158(NAD 83)
 AH5780_MARKER: DS = TRIANGULATION STATION DISK
 AH5780_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5780_PROJECTION: FLUSH
 AH5780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5780+STABILITY: SURFACE MOTION
 AH5780
 AH5780  HISTORY     - Date     Condition        Report By
 AH5780  HISTORY     - 1962     MONUMENTED       USGS
 AH5780  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AH5780  HISTORY     - 20020112 POOR             USPSQD
 AH5780
 AH5780                          STATION DESCRIPTION
 AH5780
 AH5780'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5780'BARTLETT, 2.7 MI. N. ALONG STATE HIGHWAY 95, THENCE 1.6 MI. E. ALONG
 AH5780'OILED RD., THENCE 0.8 MI. N. ALONG GRAVELED RD., ABOUT 0.1 MI. N. OF A
 AH5780'WINDMILL, 27 FT. E. OF CENTERLINE RD., IN E-W. FENCE.
 AH5780'STATION MARK--STANDARD TABLET STAMPED---ET 11 JWG 1962---, IN CONCRETE
 AH5780'POST PROJECTING 0.2 FT.
 AH5780
 AH5780                          STATION RECOVERY (2001)
 AH5780
 AH5780'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH5780'MARK NOT FOUND.
 AH5780
 AH5780                          STATION RECOVERY (2002)
 AH5780
 AH5780'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AH5780'FENCE HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0996 ***********************************************************************
 DO0996  DESIGNATION -  ET 11 WXW
 DO0996  PID         -  DO0996
 DO0996  STATE/COUNTY-  TX/CLAY
 DO0996  USGS QUAD   -  DEER CREEK (1981)
 DO0996
 DO0996                         *CURRENT SURVEY CONTROL
 DO0996  ___________________________________________________________________
 DO0996* NAD 83(1993)-  33 42 05.20107(N)    098 17 31.54866(W)     ADJUSTED  
 DO0996* NAVD 88     -       319.1    (meters)    1047.     (feet)  VERTCON   
 DO0996  ___________________________________________________________________
 DO0996  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 DO0996  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DO0996
 DO0996  HORZ ORDER  -  THIRD
 DO0996
 DO0996.The horizontal coordinates were established by classical geodetic methods
 DO0996.and adjusted by the National Geodetic Survey in February 1996..
 DO0996
 DO0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0996
 DO0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0996
 DO0996.The geoid height was determined by GEOID03.
 DO0996
 DO0996;                    North         East     Units Scale Factor Converg.
 DO0996;SPC TXNC     - 2,225,661.343   619,272.792   MT  0.99993679   +0 06 48.2
 DO0996;SPC TXNC     - 7,302,023.92  2,031,730.82   sFT  0.99993679   +0 06 48.2
 DO0996;UTM  14      - 3,729,278.439   565,601.787   MT  0.99965305   +0 23 34.1
 DO0996
 DO0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0996!SPC TXNC     -   0.99995423  x   0.99993679  =   0.99989102
 DO0996!UTM  14      -   0.99995423  x   0.99965305  =   0.99960729
 DO0996
 DO0996                          SUPERSEDED SURVEY CONTROL
 DO0996
 DO0996  NAD 83(1993)-  33 42 05.20122(N)    098 17 31.54805(W) AD(       ) 3
 DO0996  NAD 83(1986)-  33 42 05.20456(N)    098 17 31.53491(W) AD(       ) 3
 DO0996  NGVD 29 (04/15/93)  319.1    (m)         1047.     (f) VERT ANG       
 DO0996
 DO0996.Superseded values are not recommended for survey control.
 DO0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0996.See file dsdata.txt to determine how the superseded data were derived.
 DO0996
 DO0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6560229278(NAD 83)
 DO0996_MARKER: DD = SURVEY DISK
 DO0996_SETTING: 66 = SET IN ROCK OUTCROP
 DO0996_SP_SET: SET IN ROCK OUTCROP
 DO0996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0996+STABILITY: POSITION/ELEVATION WELL
 DO0996
 DO0996  HISTORY     - Date     Condition        Report By
 DO0996  HISTORY     - 1962     MONUMENTED       USGS
 DO0996
 DO0996                          STATION DESCRIPTION
 DO0996
 DO0996'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0996'SCOTLAND, ABOUT 3.0 MI. N. AND 10.0 MI. E. OF, 2.0 MI. N. AND 3.7 MI.
 DO0996'W. OF BLUEGROVE, ON PROPERTY OF MR. DUGGER, 168 FT. S. OF A WIRE
 DO0996'FENCE, 290 FT. W. OF A GRADED RD., AND 323 FT. SE. OF WINDMILL.
 DO0996'
 DO0996'TO REACH FROM BLUEGROVE, GO W. ALONG FARM TO MARKET ROAD 172 3.7 MI.
 DO0996'TO GRADED RD. N., TURN N. 1.7 MI. TO STATION ON THE LEFT.
 DO0996'
 DO0996'STATION MARK--STANDARD TABLET STAMPED---ET 11 WXW 1962---, CEMENTED
 DO0996'IN SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5781 ***********************************************************************
 AH5781  DESIGNATION -  ET 12 JWG
 AH5781  PID         -  AH5781
 AH5781  STATE/COUNTY-  TX/BELL
 AH5781  USGS QUAD   -  BARTLETT (1989)
 AH5781
 AH5781                         *CURRENT SURVEY CONTROL
 AH5781  ___________________________________________________________________
 AH5781* NAD 83(1993)-  30 52 05.34391(N)    097 23 07.84431(W)     ADJUSTED  
 AH5781* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 AH5781  ___________________________________________________________________
 AH5781  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AH5781  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH5781
 AH5781  HORZ ORDER  -  THIRD
 AH5781
 AH5781.The horizontal coordinates were established by classical geodetic methods
 AH5781.and adjusted by the National Geodetic Survey in July 1998..
 AH5781
 AH5781.The orthometric height was scaled from a topographic map.
 AH5781
 AH5781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5781
 AH5781.The geoid height was determined by GEOID03.
 AH5781
 AH5781;                    North         East     Units Scale Factor Converg.
 AH5781;SPC TX C     - 3,136,925.089   981,850.509   MT  0.99988443   +1 31 05.9
 AH5781;SPC TX C     -10,291,728.40  3,221,287.88   sFT  0.99988443   +1 31 05.9
 AH5781;UTM  14      - 3,416,105.831   654,350.181   MT  0.99989388   +0 49 42.6
 AH5781
 AH5781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5781!SPC TX C     -   0.99997669  x   0.99988443  =   0.99986113
 AH5781!UTM  14      -   0.99997669  x   0.99989388  =   0.99987058
 AH5781
 AH5781                          SUPERSEDED SURVEY CONTROL
 AH5781
 AH5781.No superseded survey control is available for this station.
 AH5781
 AH5781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5435016106(NAD 83)
 AH5781_MARKER: DS = TRIANGULATION STATION DISK
 AH5781_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5781_PROJECTION: FLUSH
 AH5781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5781+STABILITY: SURFACE MOTION
 AH5781
 AH5781  HISTORY     - Date     Condition        Report By
 AH5781  HISTORY     - 1962     MONUMENTED       USGS
 AH5781  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AH5781
 AH5781                          STATION DESCRIPTION
 AH5781
 AH5781'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5781'HOLLAND, 0.5 MI. S. ALONG STATE HIGHWAY 95, THEN 1.0 MI. E. ALONG FARM
 AH5781'ROAD 2268, 117 FT. E. OF T-LANE S., 48 FT. S. OF CENTERLINE HIGHWAY, 1
 AH5781'FT. N. OF RIGHT-OF-WAY FENCE.
 AH5781'STATION MARK--STANDARD TABLET STAMPED---ET 12 JWG 1962---, IN CONCRETE
 AH5781'POST PROJECTING 0.2 FT.
 AH5781
 AH5781                          STATION RECOVERY (2001)
 AH5781
 AH5781'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH5781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0997 ***********************************************************************
 DO0997  DESIGNATION -  ET 12 WXW
 DO0997  PID         -  DO0997
 DO0997  STATE/COUNTY-  TX/BAYLOR
 DO0997  USGS QUAD   -  SEYMOUR EAST (1966)
 DO0997
 DO0997                         *CURRENT SURVEY CONTROL
 DO0997  ___________________________________________________________________
 DO0997* NAD 83(1993)-  33 30 57.10784(N)    099 14 50.33513(W)     ADJUSTED  
 DO0997* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 DO0997  ___________________________________________________________________
 DO0997  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DO0997  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0997
 DO0997  HORZ ORDER  -  THIRD
 DO0997
 DO0997.The horizontal coordinates were established by classical geodetic methods
 DO0997.and adjusted by the National Geodetic Survey in February 1996..
 DO0997
 DO0997.The orthometric height was scaled from a topographic map.
 DO0997
 DO0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0997
 DO0997.The geoid height was determined by GEOID03.
 DO0997
 DO0997;                    North         East     Units Scale Factor Converg.
 DO0997;SPC TXNC     - 2,205,307.011   530,577.386   MT  0.99990535   -0 24 27.3
 DO0997;SPC TXNC     - 7,235,244.75  1,740,735.97   sFT  0.99990535   -0 24 27.3
 DO0997;UTM  14      - 3,708,505.341   477,032.187   MT  0.99960650   -0 08 11.6
 DO0997
 DO0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0997!SPC TXNC     -   0.99993788  x   0.99990535  =   0.99984324
 DO0997!UTM  14      -   0.99993788  x   0.99960650  =   0.99954441
 DO0997
 DO0997                          SUPERSEDED SURVEY CONTROL
 DO0997
 DO0997  NAD 83(1993)-  33 30 57.10908(N)    099 14 50.33566(W) AD(       ) 3
 DO0997  NAD 83(1986)-  33 30 57.11601(N)    099 14 50.32582(W) AD(       ) 3
 DO0997
 DO0997.Superseded values are not recommended for survey control.
 DO0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0997.See file dsdata.txt to determine how the superseded data were derived.
 DO0997
 DO0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7703208505(NAD 83)
 DO0997_MARKER: DD = SURVEY DISK
 DO0997_SETTING: 80 = SET IN A BOULDER
 DO0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0997+STABILITY: SURFACE MOTION
 DO0997
 DO0997  HISTORY     - Date     Condition        Report By
 DO0997  HISTORY     - 1962     MONUMENTED       USGS
 DO0997
 DO0997                          STATION DESCRIPTION
 DO0997
 DO0997'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0997'SEYMOUR, 5.5 MI. S. AND 0.7 MI. E. OF, 156 FT. W. OF AN ANGLE POINT
 DO0997'IN FENCE LINE, 120 FT. W. OF TRACK RD., 910 FT. N. OF AN E-W.
 DO0997'TELEPHONE LINE AND FENCE LINE, 4 FT. E. OF A SMALL ROCK CAIRN.
 DO0997'
 DO0997'TO REACH STATION FROM COURTHOUSE IN SEYMOUR, GO S. 0.1 MI. TO THE
 DO0997'INTERSECTION OF STATE HIGHWAY 199 AND U.S. HIGHWAY 183, TURN LEFT (E.)
 DO0997'AND GO 1.3 MI. TO FARM ROAD 1286, TURN RIGHT (S.) ON FARM ROAD 1286
 DO0997'AND FOLLOW MAIN TRAVELED RD. S. 2.6 MI., E. 0.5 MI., THEN S. 1.6 MI.
 DO0997'TO RANCH RD. E., TURN LEFT (E.) AND GO 0.3 MI. TO A RD. FORK, TAKE
 DO0997'RIGHT FORK S. 0.1 MI. TO FARM HOUSE, CONTINUE S. ALONG A TRACK RD.
 DO0997'0.2 MI. TO STATION ON RIGHT.
 DO0997'
 DO0997'STATION MARK--STANDARD TABLET STAMPED---ET WXW 12 1962---, SET IN A
 DO0997'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5782 ***********************************************************************
 AH5782  DESIGNATION -  ET 13 JWG
 AH5782  PID         -  AH5782
 AH5782  STATE/COUNTY-  TX/BELL
 AH5782  USGS QUAD   -  DAVILLA (1989)
 AH5782
 AH5782                         *CURRENT SURVEY CONTROL
 AH5782  ___________________________________________________________________
 AH5782* NAD 83(1993)-  30 50 39.13882(N)    097 19 37.15976(W)     ADJUSTED  
 AH5782* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 AH5782  ___________________________________________________________________
 AH5782  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AH5782  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AH5782
 AH5782  HORZ ORDER  -  THIRD
 AH5782
 AH5782.The horizontal coordinates were established by classical geodetic methods
 AH5782.and adjusted by the National Geodetic Survey in July 1998..
 AH5782
 AH5782.The orthometric height was scaled from a topographic map.
 AH5782
 AH5782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5782
 AH5782.The geoid height was determined by GEOID03.
 AH5782
 AH5782;                    North         East     Units Scale Factor Converg.
 AH5782;SPC TX C     - 3,134,421.310   987,516.507   MT  0.99988549   +1 32 54.4
 AH5782;SPC TX C     -10,283,513.91  3,239,877.07   sFT  0.99988549   +1 32 54.4
 AH5782;UTM  14      - 3,413,533.936   659,985.721   MT  0.99991574   +0 51 28.6
 AH5782
 AH5782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5782!SPC TX C     -   0.99997935  x   0.99988549  =   0.99986484
 AH5782!UTM  14      -   0.99997935  x   0.99991574  =   0.99989509
 AH5782
 AH5782                          SUPERSEDED SURVEY CONTROL
 AH5782
 AH5782.No superseded survey control is available for this station.
 AH5782
 AH5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5998613534(NAD 83)
 AH5782_MARKER: DS = TRIANGULATION STATION DISK
 AH5782_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5782_PROJECTION: FLUSH
 AH5782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5782+STABILITY: SURFACE MOTION
 AH5782
 AH5782  HISTORY     - Date     Condition        Report By
 AH5782  HISTORY     - 1962     MONUMENTED       USGS
 AH5782  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AH5782
 AH5782                          STATION DESCRIPTION
 AH5782
 AH5782'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5782'HOLLAND, 0.5 MI. S. OF ALONG STATE HIGHWAY 95, THENCE 3.9 MI. E. OF
 AH5782'ALONG FARM ROAD 2268, THENCE 0.4 MI. S. ALONG GRAVELED RD., 12 FT. SW.
 AH5782'OF T-LANE E., 17 FT. NW. OF CENTERLINE RD., 8 FT. SE. OF FENCE.
 AH5782'STATION MARK--STANDARD TABLET STAMPED---ET 13 JWG 1962---, SET IN
 AH5782'CONCRETE POST, PROJECTION 0.2 FT.
 AH5782
 AH5782                          STATION RECOVERY (2001)
 AH5782
 AH5782'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 AH5782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0998 ***********************************************************************
 DO0998  DESIGNATION -  ET 13 WXW
 DO0998  PID         -  DO0998
 DO0998  STATE/COUNTY-  TX/BAYLOR
 DO0998  USGS QUAD   -  SEYMOUR WEST (1966)
 DO0998
 DO0998                         *CURRENT SURVEY CONTROL
 DO0998  ___________________________________________________________________
 DO0998* NAD 83(1993)-  33 30 18.11299(N)    099 22 08.88683(W)     ADJUSTED  
 DO0998* NAVD 88     -       431.87   (+/-2cm)    1416.9    (feet)  VERTCON   
 DO0998  ___________________________________________________________________
 DO0998  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 DO0998  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DO0998
 DO0998  HORZ ORDER  -  THIRD
 DO0998  VERT ORDER  -  THIRD ? (See Below)
 DO0998
 DO0998.The horizontal coordinates were established by classical geodetic methods
 DO0998.and adjusted by the National Geodetic Survey in February 1996..
 DO0998
 DO0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0998.The vertical order pertains to the NGVD 29 superseded value.
 DO0998
 DO0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0998
 DO0998.The geoid height was determined by GEOID03.
 DO0998
 DO0998;                    North         East     Units Scale Factor Converg.
 DO0998;SPC TXNC     - 2,204,192.825   519,251.103   MT  0.99990384   -0 28 26.5
 DO0998;SPC TXNC     - 7,231,589.29  1,703,576.33   sFT  0.99990384   -0 28 26.5
 DO0998;UTM  14      - 3,707,338.012   465,714.626   MT  0.99961449   -0 12 13.6
 DO0998
 DO0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0998!SPC TXNC     -   0.99993664  x   0.99990384  =   0.99984049
 DO0998!UTM  14      -   0.99993664  x   0.99961449  =   0.99955116
 DO0998
 DO0998                          SUPERSEDED SURVEY CONTROL
 DO0998
 DO0998  NAD 83(1993)-  33 30 18.11466(N)    099 22 08.88701(W) AD(       ) 3
 DO0998  NAD 83(1986)-  33 30 18.12016(N)    099 22 08.87772(W) AD(       ) 3
 DO0998  NGVD 29 (04/15/93)  431.75   (m)         1416.5    (f) LEVELING    3  
 DO0998
 DO0998.Superseded values are not recommended for survey control.
 DO0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0998.See file dsdata.txt to determine how the superseded data were derived.
 DO0998
 DO0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC6571507338(NAD 83)
 DO0998_MARKER: DD = SURVEY DISK
 DO0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0998+STABILITY: SURFACE MOTION
 DO0998
 DO0998  HISTORY     - Date     Condition        Report By
 DO0998  HISTORY     - 1962     MONUMENTED       USGS
 DO0998
 DO0998                          STATION DESCRIPTION
 DO0998
 DO0998'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0998'BOMARTON, 0.2 MI. S. AND 3.4 MI. E. OF, 22 FT. N. OF RD., 1 FT. S. OF
 DO0998'FENCE, AND 2 FT. E. OF POWER POLE.
 DO0998'
 DO0998'TO REACH STATION FROM BOMARTON, GO S. 0.2 MI. TO A T-RD. E., TURN LEFT
 DO0998'(E.) AND GO 3.1 MI. TO T-RD. S., AND CONTINUE E. 0.3 MI. TO SUMMIT OF
 DO0998'HILL AND STATION ON THE LEFT.
 DO0998'
 DO0998'STATION MARK--STANDARD TABLET STAMPED---ET 13 WXW 1962---, SET IN A
 DO0998'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5783 ***********************************************************************
 AH5783  DESIGNATION -  ET 14 JWG
 AH5783  PID         -  AH5783
 AH5783  STATE/COUNTY-  TX/MILAM
 AH5783  USGS QUAD   -  DAVILLA (1989)
 AH5783
 AH5783                         *CURRENT SURVEY CONTROL
 AH5783  ___________________________________________________________________
 AH5783* NAD 83(1993)-  30 48 15.20303(N)    097 16 47.61993(W)     ADJUSTED  
 AH5783* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 AH5783  ___________________________________________________________________
 AH5783  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AH5783  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH5783
 AH5783  HORZ ORDER  -  THIRD
 AH5783
 AH5783.The horizontal coordinates were established by classical geodetic methods
 AH5783.and adjusted by the National Geodetic Survey in July 1998..
 AH5783
 AH5783.The orthometric height was scaled from a topographic map.
 AH5783
 AH5783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5783
 AH5783.The geoid height was determined by GEOID03.
 AH5783
 AH5783;                    North         East     Units Scale Factor Converg.
 AH5783;SPC TX C     - 3,130,113.477   992,140.974   MT  0.99988763   +1 34 21.7
 AH5783;SPC TX C     -10,269,380.63  3,255,049.18   sFT  0.99988763   +1 34 21.7
 AH5783;UTM  14      - 3,409,170.473   664,558.070   MT  0.99993405   +0 52 51.9
 AH5783
 AH5783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5783!SPC TX C     -   0.99998028  x   0.99988763  =   0.99986791
 AH5783!UTM  14      -   0.99998028  x   0.99993405  =   0.99991433
 AH5783
 AH5783                          SUPERSEDED SURVEY CONTROL
 AH5783
 AH5783.No superseded survey control is available for this station.
 AH5783
 AH5783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV6455809170(NAD 83)
 AH5783_MARKER: DS = TRIANGULATION STATION DISK
 AH5783_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5783_PROJECTION: FLUSH
 AH5783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5783+STABILITY: SURFACE MOTION
 AH5783
 AH5783  HISTORY     - Date     Condition        Report By
 AH5783  HISTORY     - 1962     MONUMENTED       USGS
 AH5783
 AH5783                          STATION DESCRIPTION
 AH5783
 AH5783'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5783'DAVILLA, 1.3 MI. N. OF ALONG GRAVEL RD., AT BEND IN RD., 280 FT. N. OF
 AH5783'FIELD RD. E., 27 FT. W. OF CENTERLINE OF RD., 1 FT. E. OF FENCE.
 AH5783'STATION MARK--STANDARD TABLET STAMPED---ET 14 JWG 1962---, IN CONCRETE
 AH5783'POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0867 ***********************************************************************
 DO0867  DESIGNATION -  ET 14 WXW
 DO0867  PID         -  DO0867
 DO0867  STATE/COUNTY-  TX/BAYLOR
 DO0867  USGS QUAD   -  ANTELOPE CREEK NW (1981)
 DO0867
 DO0867                         *CURRENT SURVEY CONTROL
 DO0867  ___________________________________________________________________
 DO0867* NAD 83(1993)-  33 29 48.58130(N)    099 26 44.49588(W)     ADJUSTED  
 DO0867* NAVD 88     -       439.3    (meters)    1441.     (feet)  VERTCON   
 DO0867  ___________________________________________________________________
 DO0867  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DO0867  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DO0867
 DO0867  HORZ ORDER  -  SECOND
 DO0867
 DO0867.The horizontal coordinates were established by classical geodetic methods
 DO0867.and adjusted by the National Geodetic Survey in February 1996..
 DO0867
 DO0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0867
 DO0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0867
 DO0867.The geoid height was determined by GEOID03.
 DO0867
 DO0867;                    North         East     Units Scale Factor Converg.
 DO0867;SPC TXNC     - 2,203,344.537   512,130.304   MT  0.99990272   -0 30 56.8
 DO0867;SPC TXNC     - 7,228,806.20  1,680,214.17   sFT  0.99990272   -0 30 56.8
 DO0867;UTM  14      - 3,706,456.427   458,599.937   MT  0.99962113   -0 14 45.5
 DO0867
 DO0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0867!SPC TXNC     -   0.99993546  x   0.99990272  =   0.99983818
 DO0867!UTM  14      -   0.99993546  x   0.99962113  =   0.99955661
 DO0867
 DO0867                          SUPERSEDED SURVEY CONTROL
 DO0867
 DO0867  NAD 83(1993)-  33 29 48.58322(N)    099 26 44.49590(W) AD(       ) 2
 DO0867  NAD 83(1986)-  33 29 48.58793(N)    099 26 44.48685(W) AD(       ) 2
 DO0867  NAD 27      -  33 29 48.24017(N)    099 26 43.19770(W) AD(       ) 2
 DO0867  NGVD 29 (07/19/86)  439.2    (m)         1441.     (f) VERT ANG       
 DO0867
 DO0867.Superseded values are not recommended for survey control.
 DO0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0867.See file dsdata.txt to determine how the superseded data were derived.
 DO0867
 DO0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5860006456(NAD 83)
 DO0867_MARKER: DD = SURVEY DISK
 DO0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0867+STABILITY: SURFACE MOTION
 DO0867
 DO0867  HISTORY     - Date     Condition        Report By
 DO0867  HISTORY     - 1962     MONUMENTED       USGS
 DO0867
 DO0867                          STATION DESCRIPTION
 DO0867
 DO0867'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0867'BOMARTON, 1.0 MI. S. AND 1.0 MI. W. OF, 25 FT. W. OF RD., 18 FT. S.
 DO0867'OF FENCE CORNER, AND 2 FT. E. OF FENCE.
 DO0867'
 DO0867'TO REACH STATION FROM BOMARTON, GO SW. ALONG U.S. HIGHWAY 277 1.2 MI.
 DO0867'TO T-RD., TURN LEFT (S.) AND GO 0.23 MI. TO STATION ON RIGHT.
 DO0867'
 DO0867'STATION MARK--STANDARD TABLET STAMPED---ET 14 WXW 1962 1441---, SET
 DO0867'IN CONCRETE POST, PROJECTING 0.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5784 ***********************************************************************
 AH5784  DESIGNATION -  ET 15 JWG
 AH5784  PID         -  AH5784
 AH5784  STATE/COUNTY-  TX/MILAM
 AH5784  USGS QUAD   -  ROGERS (1976)
 AH5784
 AH5784                         *CURRENT SURVEY CONTROL
 AH5784  ___________________________________________________________________
 AH5784* NAD 83(1993)-  30 53 02.90811(N)    097 14 35.90865(W)     ADJUSTED  
 AH5784* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 AH5784  ___________________________________________________________________
 AH5784  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AH5784  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH5784
 AH5784  HORZ ORDER  -  THIRD
 AH5784
 AH5784.The horizontal coordinates were established by classical geodetic methods
 AH5784.and adjusted by the National Geodetic Survey in July 1998..
 AH5784
 AH5784.The orthometric height was scaled from a topographic map.
 AH5784
 AH5784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5784
 AH5784.The geoid height was determined by GEOID03.
 AH5784
 AH5784;                    North         East     Units Scale Factor Converg.
 AH5784;SPC TX C     - 3,139,065.964   995,394.470   MT  0.99988383   +1 35 29.6
 AH5784;SPC TX C     -10,298,752.25  3,265,723.36   sFT  0.99988383   +1 35 29.6
 AH5784;UTM  14      - 3,418,083.588   667,919.424   MT  0.99994783   +0 54 06.9
 AH5784
 AH5784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5784!SPC TX C     -   0.99998107  x   0.99988383  =   0.99986491
 AH5784!UTM  14      -   0.99998107  x   0.99994783  =   0.99992890
 AH5784
 AH5784                          SUPERSEDED SURVEY CONTROL
 AH5784
 AH5784.No superseded survey control is available for this station.
 AH5784
 AH5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV6791918084(NAD 83)
 AH5784_MARKER: DS = TRIANGULATION STATION DISK
 AH5784_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5784_PROJECTION: FLUSH
 AH5784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5784+STABILITY: SURFACE MOTION
 AH5784
 AH5784  HISTORY     - Date     Condition        Report By
 AH5784  HISTORY     - 1962     MONUMENTED       USGS
 AH5784
 AH5784                          STATION DESCRIPTION
 AH5784
 AH5784'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5784'ROGERS, 3.2 MI. S. OF ALONG FARM ROAD 437, THENCE 0.2 MI. TO WHITE
 AH5784'FARM HOUSE ON LEFT, THENCE S. THRU FARM YARD 0.1 MI. TO WIRE GATE AND
 AH5784'END OF TRUCK TRAVEL, THEN ALONG FENCE 0.1 MI. TO T-FENCE S., CONTINUE
 AH5784'S. ALONG FENCE 158 FT., 158 FT. S. OF T-FENCE CORNER, 1 FT. W. OF
 AH5784'FENCE.
 AH5784'STATION MARK--STANDARD TABLET STAMPED---ET 15 JWG 1962---, IN CONCRETE
 AH5784'POST PROJECTING 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0999 ***********************************************************************
 DO0999  DESIGNATION -  ET 15 WXW
 DO0999  PID         -  DO0999
 DO0999  STATE/COUNTY-  TX/KNOX
 DO0999  USGS QUAD   -  ANTELOPE CREEK NW (1981)
 DO0999
 DO0999                         *CURRENT SURVEY CONTROL
 DO0999  ___________________________________________________________________
 DO0999* NAD 83(1993)-  33 26 03.19387(N)    099 29 33.67780(W)     ADJUSTED  
 DO0999* NAVD 88     -       444.6    (meters)    1459.     (feet)  VERTCON   
 DO0999  ___________________________________________________________________
 DO0999  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 DO0999  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DO0999
 DO0999  HORZ ORDER  -  THIRD
 DO0999
 DO0999.The horizontal coordinates were established by classical geodetic methods
 DO0999.and adjusted by the National Geodetic Survey in February 1996..
 DO0999
 DO0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0999
 DO0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0999
 DO0999.The geoid height was determined by GEOID03.
 DO0999
 DO0999;                    North         East     Units Scale Factor Converg.
 DO0999;SPC TXNC     - 2,196,441.851   507,698.254   MT  0.99989484   -0 32 29.1
 DO0999;SPC TXNC     - 7,206,159.64  1,665,673.35   sFT  0.99989484   -0 32 29.1
 DO0999;UTM  14      - 3,699,534.848   454,201.658   MT  0.99962586   -0 16 17.3
 DO0999
 DO0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0999!SPC TXNC     -   0.99993463  x   0.99989484  =   0.99982948
 DO0999!UTM  14      -   0.99993463  x   0.99962586  =   0.99956052
 DO0999
 DO0999                          SUPERSEDED SURVEY CONTROL
 DO0999
 DO0999  NAD 83(1993)-  33 26 03.19602(N)    099 29 33.67789(W) AD(       ) 3
 DO0999  NAD 83(1986)-  33 26 03.20026(N)    099 29 33.67046(W) AD(       ) 3
 DO0999  NGVD 29 (04/15/93)  444.5    (m)         1458.     (f) VERT ANG       
 DO0999
 DO0999.Superseded values are not recommended for survey control.
 DO0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0999.See file dsdata.txt to determine how the superseded data were derived.
 DO0999
 DO0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5420299535(NAD 83)
 DO0999_MARKER: DD = SURVEY DISK
 DO0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0999+STABILITY: SURFACE MOTION
 DO0999
 DO0999  HISTORY     - Date     Condition        Report By
 DO0999  HISTORY     - 1962     MONUMENTED       USGS
 DO0999
 DO0999                          STATION DESCRIPTION
 DO0999
 DO0999'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0999'GOREE, 2.4 MI. S. AND 1.9 MI. E. OF, ABOUT 300 FT. NW. OF FARM HOUSE,
 DO0999'55 FT. W. OF RD., 9 FT. W. OF T-FENCE N., AND 0.5 FT. N. OF FENCE.
 DO0999'
 DO0999'TO REACH STATION FROM GOREE, GO S. ALONG FARM ROAD 266 3.3 MI. TO
 DO0999'CROSSROAD, TURN LEFT (E.) AND GO 1.2 MI. TO T-RD. N., TURN LEFT (N.)
 DO0999'AND GO 0.5 MI. TO STATION ON LEFT.
 DO0999'
 DO0999'STATION MARK--STANDARD TABLET STAMPED---ET 15 WXW 1962---, SET IN
 DO0999'CONCRETE POST, PROJECTING 0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0875 ***********************************************************************
 DO0875  DESIGNATION -  ET 16 WXW
 DO0875  PID         -  DO0875
 DO0875  STATE/COUNTY-  TX/KNOX
 DO0875  USGS QUAD   -  MUNDAY EAST (1968)
 DO0875
 DO0875                         *CURRENT SURVEY CONTROL
 DO0875  ___________________________________________________________________
 DO0875* NAD 83(1993)-  33 24 22.46510(N)    099 30 55.49311(W)     ADJUSTED  
 DO0875* NAVD 88     -       451.5    (meters)    1481.     (feet)  VERTCON   
 DO0875  ___________________________________________________________________
 DO0875  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DO0875  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DO0875
 DO0875  HORZ ORDER  -  SECOND
 DO0875
 DO0875.The horizontal coordinates were established by classical geodetic methods
 DO0875.and adjusted by the National Geodetic Survey in February 1996..
 DO0875
 DO0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0875
 DO0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0875
 DO0875.The geoid height was determined by GEOID03.
 DO0875
 DO0875;                    North         East     Units Scale Factor Converg.
 DO0875;SPC TXNC     - 2,193,359.183   505,555.183   MT  0.99989171   -0 33 13.7
 DO0875;SPC TXNC     - 7,196,045.92  1,658,642.30   sFT  0.99989171   -0 33 13.7
 DO0875;UTM  14      - 3,696,442.939   452,073.703   MT  0.99962832   -0 17 01.6
 DO0875
 DO0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0875!SPC TXNC     -   0.99993356  x   0.99989171  =   0.99982528
 DO0875!UTM  14      -   0.99993356  x   0.99962832  =   0.99956191
 DO0875
 DO0875                          SUPERSEDED SURVEY CONTROL
 DO0875
 DO0875  NAD 83(1993)-  33 24 22.46737(N)    099 30 55.49311(W) AD(       ) 2
 DO0875  NAD 83(1986)-  33 24 22.47213(N)    099 30 55.48547(W) AD(       ) 2
 DO0875  NAD 27      -  33 24 22.12126(N)    099 30 54.18507(W) AD(       ) 2
 DO0875  NGVD 29 (07/19/86)  451.4    (m)         1481.     (f) VERT ANG       
 DO0875
 DO0875.Superseded values are not recommended for survey control.
 DO0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0875.See file dsdata.txt to determine how the superseded data were derived.
 DO0875
 DO0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5207496443(NAD 83)
 DO0875_MARKER: DD = SURVEY DISK
 DO0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0875+STABILITY: SURFACE MOTION
 DO0875
 DO0875  HISTORY     - Date     Condition        Report By
 DO0875  HISTORY     - 1962     MONUMENTED       USGS
 DO0875
 DO0875                          STATION DESCRIPTION
 DO0875
 DO0875'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0875'GOREE, 4.1 MI. S. AND .7 MI. E. OF, 430 FT. N. OF A TRACK RD. AND W.
 DO0875'TO A FIELD, 47 FT. W. OF A RD., 3 FT. E. OF A FENCE, AND 2 FT. NE. OF
 DO0875'POWER POLE.
 DO0875'
 DO0875'TO REACH STATION FROM GOREE, GO S. 4.6 MI. ALONG FARM ROAD 266 TO
 DO0875'STATION ON THE RIGHT.
 DO0875'
 DO0875'STATION MARK--STANDARD TABLET STAMPED---ET 16 WXW 1962---, IN
 DO0875'CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0861 ***********************************************************************
 DO0861  DESIGNATION -  ET 17 WXW
 DO0861  PID         -  DO0861
 DO0861  STATE/COUNTY-  TX/HASKELL
 DO0861  USGS QUAD   -  REYNOLDS BEND NW (1965)
 DO0861
 DO0861                         *CURRENT SURVEY CONTROL
 DO0861  ___________________________________________________________________
 DO0861* NAD 83(1993)-  33 14 42.16212(N)    099 29 14.95896(W)     ADJUSTED  
 DO0861* NAVD 88     -       461.3    (meters)    1513.     (feet)  VERTCON   
 DO0861  ___________________________________________________________________
 DO0861  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DO0861  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DO0861
 DO0861  HORZ ORDER  -  SECOND
 DO0861
 DO0861.The horizontal coordinates were established by classical geodetic methods
 DO0861.and adjusted by the National Geodetic Survey in February 1996..
 DO0861
 DO0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0861
 DO0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0861
 DO0861.The geoid height was determined by GEOID03.
 DO0861
 DO0861;                    North         East     Units Scale Factor Converg.
 DO0861;SPC TXNC     - 2,175,459.069   507,984.517   MT  0.99987830   -0 32 18.9
 DO0861;SPC TXNC     - 7,137,318.63  1,666,612.54   sFT  0.99987830   -0 32 18.9
 DO0861;UTM  14      - 3,678,559.109   454,586.927   MT  0.99962543   -0 16 02.1
 DO0861
 DO0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0861!SPC TXNC     -   0.99993212  x   0.99987830  =   0.99981042
 DO0861!UTM  14      -   0.99993212  x   0.99962543  =   0.99955757
 DO0861
 DO0861                          SUPERSEDED SURVEY CONTROL
 DO0861
 DO0861  NAD 83(1993)-  33 14 42.16458(N)    099 29 14.95801(W) AD(       ) 2
 DO0861  NAD 83(1986)-  33 14 42.16925(N)    099 29 14.95015(W) AD(       ) 2
 DO0861  NAD 27      -  33 14 41.80456(N)    099 29 13.64953(W) AD(       ) 2
 DO0861  NGVD 29 (07/19/86)  461.2    (m)         1513.     (f) VERT ANG       
 DO0861
 DO0861.Superseded values are not recommended for survey control.
 DO0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0861.See file dsdata.txt to determine how the superseded data were derived.
 DO0861
 DO0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5458778559(NAD 83)
 DO0861_MARKER: DD = SURVEY DISK
 DO0861_SETTING: 0 = UNSPECIFIED SETTING
 DO0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0861
 DO0861  HISTORY     - Date     Condition        Report By
 DO0861  HISTORY     - 1962     MONUMENTED       USGS
 DO0861  HISTORY     - 1965     GOOD             USGS
 DO0861
 DO0861                          STATION DESCRIPTION
 DO0861
 DO0861'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0861'GOREE, 15 MI. S. AND 2 MI. E. OF, 54 FT. S. AND 7 FT. E. OF RD. FORK.
 DO0861'
 DO0861'TO REACH STATION FROM GOREE, GO S. 5.5 MI. ON FARM ROAD 266 AND THEN
 DO0861'4.3 MI. S. ON FARM ROAD 1587 TO T-RD. N., TURN RIGHT (NW.) AND GO 0.5
 DO0861'MI. TO T-RD. S., TURN LEFT (S.) AND GO 5.7 MI. TO CROSSROAD, TURN LEFT
 DO0861'(E.) THROUGH CATTLEGUARD, THEN 1.5 MI. TO GATE ON S. SIDE OF CORRAL,
 DO0861'CONTINUE EASTERLY 1.3 MI. TO RD. FORK AND STATION ON RIGHT.
 DO0861'
 DO0861'STATION MARK--STANDARD TABLET STAMPED---ET 17 WXW 1962---, SET 0.3
 DO0861'FT. ABOVE GROUND.
 DO0861
 DO0861                          STATION RECOVERY (1965)
 DO0861
 DO0861'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DO0861'GOREE, 15 MI. S. AND 2 MI. E. OF, 54 FT. S. AND 7 FT. E. OF RD. FORK.
 DO0861'
 DO0861'TO REACH STATION FROM GOREE, GO S. 5.5 MI. ON FARM ROAD 266 AND THEN
 DO0861'4.3 MI. S. ON FARM ROAD 1587 TO T-RD. N., TURN RIGHT (NW.) AND GO 0.5
 DO0861'MI. TO T-RD. S., TURN LEFT (S.) AND GO 5.7 MI. TO CROSSROAD, TURN LEFT
 DO0861'(E.) THROUGH CATTLEGUARD, THEN 1.5 MI. TO GATE ON S. SIDE OF CORRAL,
 DO0861'CONTINUE EASTERLY 1.3 MI. TO RD. FORK AND STATION ON RIGHT.
 DO0861'
 DO0861'STATION MARK--STANDARD TABLET STAMPED ---ET 17 WXW 1962---, SET 0.3
 DO0861'FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5771 ***********************************************************************
 AH5771  DESIGNATION -  ET 2 JWG
 AH5771  PID         -  AH5771
 AH5771  STATE/COUNTY-  TX/MILAM
 AH5771  USGS QUAD   -  SHARP (1989)
 AH5771
 AH5771                         *CURRENT SURVEY CONTROL
 AH5771  ___________________________________________________________________
 AH5771* NAD 83(1993)-  30 46 52.01828(N)    097 09 58.73202(W)     ADJUSTED  
 AH5771* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 AH5771  ___________________________________________________________________
 AH5771  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AH5771  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AH5771
 AH5771  HORZ ORDER  -  THIRD
 AH5771
 AH5771.The horizontal coordinates were established by classical geodetic methods
 AH5771.and adjusted by the National Geodetic Survey in July 1998..
 AH5771
 AH5771.The orthometric height was scaled from a topographic map.
 AH5771
 AH5771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5771
 AH5771.The geoid height was determined by GEOID03.
 AH5771
 AH5771;                    North         East     Units Scale Factor Converg.
 AH5771;SPC TX C     - 3,127,856.865 1,003,077.889   MT  0.99988909   +1 37 52.3
 AH5771;SPC TX C     -10,261,977.06  3,290,931.37   sFT  0.99988909   +1 37 52.3
 AH5771;UTM  14      - 3,406,781.757   675,467.676   MT  0.99997981   +0 56 19.1
 AH5771
 AH5771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5771!SPC TX C     -   0.99998386  x   0.99988909  =   0.99987295
 AH5771!UTM  14      -   0.99998386  x   0.99997981  =   0.99996367
 AH5771
 AH5771                          SUPERSEDED SURVEY CONTROL
 AH5771
 AH5771.No superseded survey control is available for this station.
 AH5771
 AH5771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7546806782(NAD 83)
 AH5771_MARKER: DS = TRIANGULATION STATION DISK
 AH5771_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5771_PROJECTION: FLUSH
 AH5771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5771+STABILITY: SURFACE MOTION
 AH5771
 AH5771  HISTORY     - Date     Condition        Report By
 AH5771  HISTORY     - 1962     MONUMENTED       USGS
 AH5771
 AH5771                          STATION DESCRIPTION
 AH5771
 AH5771'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5771'SHARP, 0.3 MI. W. ALONG FARM ROAD 487, FROM THE SHARP SCHOOL, THENCE
 AH5771'1.85 MI. N. ALONG GRAVEL RD. TO T-RD. W., THENCE 1.1 MI. W. TO BEND IN
 AH5771'RD., THENCE 0.2 MI. N., 345 FT. S. OF CENTERLINE RD. W., 30 FT. W. OF
 AH5771'CENTERLINE RD., 1 FT. E. OF FENCE.
 AH5771'STATION MARK--STANDARD TABLET STAMPED---ET 2 JWG 1962---, IN CONCRETE
 AH5771'POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0807 ***********************************************************************
 DO0807  DESIGNATION -  ET 2 WXW
 DO0807  PID         -  DO0807
 DO0807  STATE/COUNTY-  TX/ARCHER
 DO0807  USGS QUAD   -  ARCHER CITY NE (1963)
 DO0807
 DO0807                         *CURRENT SURVEY CONTROL
 DO0807  ___________________________________________________________________
 DO0807* NAD 83(1993)-  33 41 01.99582(N)    098 36 40.44841(W)     ADJUSTED  
 DO0807* NAVD 88     -       314.0    (meters)    1030.     (feet)  VERTCON   
 DO0807  ___________________________________________________________________
 DO0807  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DO0807  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0807
 DO0807  HORZ ORDER  -  SECOND
 DO0807
 DO0807.The horizontal coordinates were established by classical geodetic methods
 DO0807.and adjusted by the National Geodetic Survey in February 1996..
 DO0807
 DO0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0807
 DO0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0807
 DO0807.The geoid height was determined by GEOID03.
 DO0807
 DO0807;                    North         East     Units Scale Factor Converg.
 DO0807;SPC TXNC     - 2,223,700.491   589,686.296   MT  0.99993337   -0 03 38.4
 DO0807;SPC TXNC     - 7,295,590.69  1,934,662.46   sFT  0.99993337   -0 03 38.4
 DO0807;UTM  14      - 3,727,174.778   536,034.090   MT  0.99961601   +0 12 56.2
 DO0807
 DO0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0807!SPC TXNC     -   0.99995511  x   0.99993337  =   0.99988848
 DO0807!UTM  14      -   0.99995511  x   0.99961601  =   0.99957114
 DO0807
 DO0807                          SUPERSEDED SURVEY CONTROL
 DO0807
 DO0807  NAD 83(1993)-  33 41 01.99623(N)    098 36 40.44807(W) AD(       ) 2
 DO0807  NAD 83(1986)-  33 41 01.99892(N)    098 36 40.43581(W) AD(       ) 2
 DO0807  NAD 27      -  33 41 01.63317(N)    098 36 39.23131(W) AD(       ) 2
 DO0807  NGVD 29 (07/19/86)  313.9    (m)         1030.     (f) VERT ANG       
 DO0807
 DO0807.Superseded values are not recommended for survey control.
 DO0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0807.See file dsdata.txt to determine how the superseded data were derived.
 DO0807
 DO0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3603427175(NAD 83)
 DO0807_MARKER: DD = SURVEY DISK
 DO0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0807+STABILITY: SURFACE MOTION
 DO0807
 DO0807  HISTORY     - Date     Condition        Report By
 DO0807  HISTORY     - 1962     MONUMENTED       USGS
 DO0807  HISTORY     - 1975     SEE DESCRIPTION  USGS
 DO0807
 DO0807                          STATION DESCRIPTION
 DO0807
 DO0807'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0807'ARCHER CITY COURTHOUSE, 6.3 MI. N. OF, ALONG STATE HIGHWAY 79, ON
 DO0807'LAND BELONGING TO MR. MOBLEY OF THE MULE SHOE RANCH, ABOUT 400 FT. NE.
 DO0807'OF A HOUSE AND ON THE E. END OF A PROMINENT HILL, 610 FT. W. OF THE
 DO0807'HIGHWAY, 201 FT. E. OF THE CENTER OF THE E. ONE OF TWO OIL TANKS, 8
 DO0807'FT. N. OF A 4 IN. SURFACE PIPELINE.
 DO0807'
 DO0807'TO REACH FROM COURTHOUSE IN ARCHER CITY, GO N. ON STATE HIGHWAY 79
 DO0807'6.2 MI. TO GRADED RD. W., TURN W. AND GO NW. 0.2 MI. TO TWO OIL TANKS
 DO0807'AND STATION.
 DO0807'
 DO0807'STATION MARK--STANDARD TABLET STAMPED---ET 2 WXW 1962---, SET IN
 DO0807'CONCRETE POST.
 DO0807
 DO0807                          STATION RECOVERY (1975)
 DO0807
 DO0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JLC)
 DO0807'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHEAST OF HOLLIDAY,
 DO0807'6 MILES NORTH OF ARCHER CITY, 0.2 MILE WEST OF STATE HIGHWAY 79
 DO0807'AND ON PROPERTY OWNED BY MR. HOWELL SMITH.
 DO0807'
 DO0807'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND
 DO0807'79 IN ARCHER CITY, GO NORTH ON STATE HIGHWAY 79 FOR 3.95 MILES
 DO0807'TO A SET OF BUILDINGS ON THE RIGHT, THIS IS WHERE MR. B. MOBLEY,
 DO0807'RANCH MANAGER, RESIDES.  CONTINUE NORTH ON STATE HIGHWAY 79 FOR
 DO0807'0.85 MILE TO THE LITTLE WICHITA RIVER BRIDGE, CONTINUE NORTH ON
 DO0807'STATE HIGHWAY 79 FOR 1.15 MILES TO A SIDE ROAD ON THE LEFT.
 DO0807'TURN LEFT AND THEN RIGHT PARALLELING THE HIGHWAY FOR 0.15 MILE
 DO0807'TO A SIDE ROAD AND A CATTLE GUARD ON THE LEFT.  TURN LEFT AND
 DO0807'GO WESTERLY UPHILL FOR 0.2 MILE TO A TRACK ROAD ON THE
 DO0807'RIGHT AND THE STATION AS DESCRIBED.
 DO0807'
 DO0807'THE STATION DISK WAS FOUND TO BE DESTROYED, HOWEVER, THE DRILL
 DO0807'HOLE WAS RECOVERED AND THE CENTER OF THE HOLE WAS USED AS THE
 DO0807'STATION.
 DO0807'
 DO0807'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MULE SHOE,
 DO0807'DISTANCE BEING (81.79 FEET) OR 24.930 METERS EAST-SOUTHEAST OF
 DO0807'STATION MULE SHOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1000 ***********************************************************************
 DO1000  DESIGNATION -  ET 23 BJT
 DO1000  PID         -  DO1000
 DO1000  STATE/COUNTY-  TX/HASKELL
 DO1000  USGS QUAD   -  MATTSON (1967)
 DO1000
 DO1000                         *CURRENT SURVEY CONTROL
 DO1000  ___________________________________________________________________
 DO1000* NAD 83(1993)-  33 21 06.60569(N)    099 30 57.19519(W)     ADJUSTED  
 DO1000* NAVD 88     -       436.92   (+/-2cm)    1433.5    (feet)  VERTCON   
 DO1000  ___________________________________________________________________
 DO1000  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DO1000  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DO1000
 DO1000  HORZ ORDER  -  THIRD
 DO1000  VERT ORDER  -  THIRD ? (See Below)
 DO1000
 DO1000.The horizontal coordinates were established by classical geodetic methods
 DO1000.and adjusted by the National Geodetic Survey in February 1996..
 DO1000
 DO1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO1000.The vertical order pertains to the NGVD 29 superseded value.
 DO1000
 DO1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1000
 DO1000.The geoid height was determined by GEOID03.
 DO1000
 DO1000;                    North         East     Units Scale Factor Converg.
 DO1000;SPC TXNC     - 2,187,326.392   505,452.865   MT  0.99988630   -0 33 14.6
 DO1000;SPC TXNC     - 7,176,253.34  1,658,306.61   sFT  0.99988630   -0 33 14.6
 DO1000;UTM  14      - 3,690,411.305   451,999.858   MT  0.99962841   -0 17 01.1
 DO1000
 DO1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1000!SPC TXNC     -   0.99993589  x   0.99988630  =   0.99982220
 DO1000!UTM  14      -   0.99993589  x   0.99962841  =   0.99956432
 DO1000
 DO1000                          SUPERSEDED SURVEY CONTROL
 DO1000
 DO1000  NAD 83(1993)-  33 21 06.60800(N)    099 30 57.19497(W) AD(       ) 3
 DO1000  NAD 83(1986)-  33 21 06.61272(N)    099 30 57.18723(W) AD(       ) 3
 DO1000  NGVD 29 (04/15/93)  436.79   (m)         1433.0    (f) LEVELING    3  
 DO1000
 DO1000.Superseded values are not recommended for survey control.
 DO1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1000.See file dsdata.txt to determine how the superseded data were derived.
 DO1000
 DO1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5200090411(NAD 83)
 DO1000_MARKER: DD = SURVEY DISK
 DO1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1000+STABILITY: SURFACE MOTION
 DO1000
 DO1000  HISTORY     - Date     Condition        Report By
 DO1000  HISTORY     - 1962     MONUMENTED       USGS
 DO1000
 DO1000                          STATION DESCRIPTION
 DO1000
 DO1000'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO1000'GOREE, 8.0 MI. S. AND 0.6 MI. E. OF, APPROXIMATELY 0.1 MI. E. OF A
 DO1000'CROSSROAD, 2 FT. N. AND 2 FT. W. OF SE. CORNER OF BRUSHY CEMETERY.
 DO1000'
 DO1000'TO REACH STATION FROM GOREE, GO S. 5.5 MI. ON FARM ROAD 266 AND 3.0
 DO1000'MI. S. ON FARM ROAD 1587 TO BRUSHY CEMETERY AND THE STATION ON THE
 DO1000'LEFT.
 DO1000'
 DO1000'STATION MARK--STANDARD TABLET STAMPED---23 BJT ET 1962 1433---, IN
 DO1000'CONCRETE POST, PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5772 ***********************************************************************
 AH5772  DESIGNATION -  ET 3 JWG
 AH5772  PID         -  AH5772
 AH5772  STATE/COUNTY-  TX/MILAM
 AH5772  USGS QUAD   -  SAN GABRIEL (1989)
 AH5772
 AH5772                         *CURRENT SURVEY CONTROL
 AH5772  ___________________________________________________________________
 AH5772* NAD 83(1993)-  30 44 55.56535(N)    097 08 14.96173(W)     ADJUSTED  
 AH5772* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 AH5772  ___________________________________________________________________
 AH5772  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AH5772  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AH5772
 AH5772  HORZ ORDER  -  THIRD
 AH5772
 AH5772.The horizontal coordinates were established by classical geodetic methods
 AH5772.and adjusted by the National Geodetic Survey in July 1998..
 AH5772
 AH5772.The orthometric height was scaled from a topographic map.
 AH5772
 AH5772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5772
 AH5772.The geoid height was determined by GEOID03.
 AH5772
 AH5772;                    North         East     Units Scale Factor Converg.
 AH5772;SPC TX C     - 3,124,351.351 1,005,938.645   MT  0.99989141   +1 38 45.8
 AH5772;SPC TX C     -10,250,476.06  3,300,317.04   sFT  0.99989141   +1 38 45.8
 AH5772;UTM  14      - 3,403,241.558   678,286.091   MT  0.99999212   +0 57 09.0
 AH5772
 AH5772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5772!SPC TX C     -   0.99998055  x   0.99989141  =   0.99987196
 AH5772!UTM  14      -   0.99998055  x   0.99999212  =   0.99997267
 AH5772
 AH5772                          SUPERSEDED SURVEY CONTROL
 AH5772
 AH5772.No superseded survey control is available for this station.
 AH5772
 AH5772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV7828603242(NAD 83)
 AH5772_MARKER: DS = TRIANGULATION STATION DISK
 AH5772_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5772_PROJECTION: FLUSH
 AH5772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5772+STABILITY: SURFACE MOTION
 AH5772
 AH5772  HISTORY     - Date     Condition        Report By
 AH5772  HISTORY     - 1962     MONUMENTED       USGS
 AH5772
 AH5772                          STATION DESCRIPTION
 AH5772
 AH5772'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5772'SHARP, 1.2 MI. E. OF ALONG FARM ROAD 487 FROM SHARP SCHOOL, NEAR CREST
 AH5772'OF HILL, 40 FT. S. OF CENTERLINE HIGHWAY, 1 FT. N. OF FENCE, 53 FT. E.
 AH5772'OF E. END OF WIRE GATE.
 AH5772'STATION MARK--STANDARD TABLET STAMPED---ET 3 JWG 1962---, IN CONCRETE
 AH5772'POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1001 ***********************************************************************
 DO1001  DESIGNATION -  ET 3 WXW
 DO1001  PID         -  DO1001
 DO1001  STATE/COUNTY-  TX/ARCHER
 DO1001  USGS QUAD   -  ARCHER CITY NE (1963)
 DO1001
 DO1001                         *CURRENT SURVEY CONTROL
 DO1001  ___________________________________________________________________
 DO1001* NAD 83(1993)-  33 38 14.64266(N)    098 37 10.29832(W)     ADJUSTED  
 DO1001* NAVD 88     -       309.5    (meters)    1015.     (feet)  VERTCON   
 DO1001  ___________________________________________________________________
 DO1001  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DO1001  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DO1001
 DO1001  HORZ ORDER  -  THIRD
 DO1001
 DO1001.The horizontal coordinates were established by classical geodetic methods
 DO1001.and adjusted by the National Geodetic Survey in February 1996..
 DO1001
 DO1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO1001
 DO1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1001
 DO1001.The geoid height was determined by GEOID03.
 DO1001
 DO1001;                    North         East     Units Scale Factor Converg.
 DO1001;SPC TXNC     - 2,218,545.541   588,911.634   MT  0.99992475   -0 03 54.7
 DO1001;SPC TXNC     - 7,278,678.16  1,932,120.92   sFT  0.99992475   -0 03 54.7
 DO1001;UTM  14      - 3,722,017.771   535,284.515   MT  0.99961535   +0 12 38.7
 DO1001
 DO1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1001!SPC TXNC     -   0.99995582  x   0.99992475  =   0.99988058
 DO1001!UTM  14      -   0.99995582  x   0.99961535  =   0.99957119
 DO1001
 DO1001                          SUPERSEDED SURVEY CONTROL
 DO1001
 DO1001  NAD 83(1993)-  33 38 14.64311(N)    098 37 10.29812(W) AD(       ) 3
 DO1001  NAD 83(1986)-  33 38 14.64558(N)    098 37 10.28571(W) AD(       ) 3
 DO1001  NGVD 29 (04/15/93)  309.4    (m)         1015.     (f) VERT ANG       
 DO1001
 DO1001.Superseded values are not recommended for survey control.
 DO1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1001.See file dsdata.txt to determine how the superseded data were derived.
 DO1001
 DO1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3528522018(NAD 83)
 DO1001_MARKER: DD = SURVEY DISK
 DO1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1001+STABILITY: SURFACE MOTION
 DO1001
 DO1001  HISTORY     - Date     Condition        Report By
 DO1001  HISTORY     - 1962     MONUMENTED       USGS
 DO1001
 DO1001                          STATION DESCRIPTION
 DO1001
 DO1001'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO1001'ARCHER CITY COURTHOUSE, 3.05 MI. N. OF, ALONG STATE HIGHWAY 79, ABOUT
 DO1001'200 FT. SW. OF A HOUSE AT CREST OF HILL, 56.5 FT. N. OF THE CENTER OF
 DO1001'GATE AT RANCH RD. W., 47.9 FT. W. OF CENTERLINE HIGHWAY 79, 73.4 FT.
 DO1001'NE. OF AN OIL WELL, 5.3 FT. E. OF A WIRE FENCE, 5.17 FT. E. OF A
 DO1001'CONCRETE FILLED TILE WITNESS POST.
 DO1001'
 DO1001'STATION MARK--STANDARD TABLET STAMPED---ET 3 WXW 1962---, IN CONCRETE
 DO1001'POST, 3 IN. BELOW GROUND SURFACE IN DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1002 ***********************************************************************
 DO1002  DESIGNATION -  ET 34 BJT
 DO1002  PID         -  DO1002
 DO1002  STATE/COUNTY-  TX/BAYLOR
 DO1002  USGS QUAD   -  SEYMOUR WEST (1966)
 DO1002
 DO1002                         *CURRENT SURVEY CONTROL
 DO1002  ___________________________________________________________________
 DO1002* NAD 83(1993)-  33 33 45.02711(N)    099 16 12.09904(W)     ADJUSTED  
 DO1002* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 DO1002  ___________________________________________________________________
 DO1002  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DO1002  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DO1002
 DO1002  HORZ ORDER  -  THIRD
 DO1002
 DO1002.The horizontal coordinates were established by classical geodetic methods
 DO1002.and adjusted by the National Geodetic Survey in February 1996..
 DO1002
 DO1002.The orthometric height was scaled from a topographic map.
 DO1002
 DO1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1002
 DO1002.The geoid height was determined by GEOID03.
 DO1002
 DO1002;                    North         East     Units Scale Factor Converg.
 DO1002;SPC TXNC     - 2,210,495.140   528,505.468   MT  0.99991226   -0 25 11.9
 DO1002;SPC TXNC     - 7,252,266.14  1,733,938.36   sFT  0.99991226   -0 25 11.9
 DO1002;UTM  14      - 3,713,682.056   474,936.399   MT  0.99960774   -0 08 57.4
 DO1002
 DO1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1002!SPC TXNC     -   0.99994039  x   0.99991226  =   0.99985265
 DO1002!UTM  14      -   0.99994039  x   0.99960774  =   0.99954815
 DO1002
 DO1002                          SUPERSEDED SURVEY CONTROL
 DO1002
 DO1002  NAD 83(1993)-  33 33 45.02830(N)    099 16 12.09946(W) AD(       ) 3
 DO1002  NAD 83(1986)-  33 33 45.03575(N)    099 16 12.08958(W) AD(       ) 3
 DO1002
 DO1002.Superseded values are not recommended for survey control.
 DO1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1002.See file dsdata.txt to determine how the superseded data were derived.
 DO1002
 DO1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7493613682(NAD 83)
 DO1002_MARKER: DD = SURVEY DISK
 DO1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1002+STABILITY: SURFACE MOTION
 DO1002
 DO1002  HISTORY     - Date     Condition        Report By
 DO1002  HISTORY     - 1962     MONUMENTED       USGS
 DO1002
 DO1002                          STATION DESCRIPTION
 DO1002
 DO1002'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO1002'SEYMOUR, 2.0 MI. S. AND 0.5 MI. W. OF, ABOUT 175 FT. E. OF A TAN BRICK
 DO1002'HOUSE WITH AN --H-- ON THE CHIMNEY, 51 FT. E. OF THE HIGHWAY, 45.5 FT.
 DO1002'S. OF A TELEPHONE POLE, AND 1 FT. W. OF A FENCE.
 DO1002'
 DO1002'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183 AND 277, SW.
 DO1002'OF SEYMOUR, GO S. ON HIGHWAY 183 1.2 MI. TO STATION ON THE LEFT.
 DO1002'
 DO1002'STATION MARK--STANDARD TABLET STAMPED---ET 34 BJT 1962---, IN A
 DO1002'CONCRETE POST, PROJECTING 0.1 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5773 ***********************************************************************
 AH5773  DESIGNATION -  ET 4 JWG
 AH5773  PID         -  AH5773
 AH5773  STATE/COUNTY-  TX/MILAM
 AH5773  USGS QUAD   -  SAN GABRIEL (1989)
 AH5773
 AH5773                         *CURRENT SURVEY CONTROL
 AH5773  ___________________________________________________________________
 AH5773* NAD 83(1993)-  30 41 08.10616(N)    097 09 51.50608(W)     ADJUSTED  
 AH5773* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 AH5773  ___________________________________________________________________
 AH5773  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AH5773  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AH5773
 AH5773  HORZ ORDER  -  THIRD
 AH5773
 AH5773.The horizontal coordinates were established by classical geodetic methods
 AH5773.and adjusted by the National Geodetic Survey in July 1998..
 AH5773
 AH5773.The orthometric height was scaled from a topographic map.
 AH5773
 AH5773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5773
 AH5773.The geoid height was determined by GEOID03.
 AH5773
 AH5773;                    North         East     Units Scale Factor Converg.
 AH5773;SPC TX C     - 3,117,276.718 1,003,571.566   MT  0.99989684   +1 37 56.0
 AH5773;SPC TX C     -10,227,265.37  3,292,551.05   sFT  0.99989684   +1 37 56.0
 AH5773;UTM  14      - 3,396,195.478   675,833.222   MT  0.99998141   +0 56 13.4
 AH5773
 AH5773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5773!SPC TX C     -   0.99998181  x   0.99989684  =   0.99987865
 AH5773!UTM  14      -   0.99998181  x   0.99998141  =   0.99996322
 AH5773
 AH5773                          SUPERSEDED SURVEY CONTROL
 AH5773
 AH5773.No superseded survey control is available for this station.
 AH5773
 AH5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU7583396195(NAD 83)
 AH5773_MARKER: DS = TRIANGULATION STATION DISK
 AH5773_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5773_PROJECTION: FLUSH
 AH5773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5773+STABILITY: SURFACE MOTION
 AH5773
 AH5773  HISTORY     - Date     Condition        Report By
 AH5773  HISTORY     - 1962     MONUMENTED       USGS
 AH5773
 AH5773                          STATION DESCRIPTION
 AH5773
 AH5773'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5773'SAN GABRIEL, 1.6 MI. S. OF ALONG FARM ROAD 486, THENCE 1.6 MI. E.
 AH5773'ALONG FARM ROAD 908, 1112 FT. NE. OF T-RD. S., 50 FT. N. OF CENTERLINE
 AH5773'HIGHWAY, 1 FT. S. OF RIGHT-OF-WAY FENCE.
 AH5773'STATION MARK--STANDARD TABLET STAMPED---ET 4 JWG 1962---, IN CONCRETE
 AH5773'POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0812 ***********************************************************************
 DO0812  DESIGNATION -  ET 4 WXW
 DO0812  PID         -  DO0812
 DO0812  STATE/COUNTY-  TX/ARCHER
 DO0812  USGS QUAD   -  ARCHER CITY WEST (1964)
 DO0812
 DO0812                         *CURRENT SURVEY CONTROL
 DO0812  ___________________________________________________________________
 DO0812* NAD 83(1993)-  33 33 59.33693(N)    098 38 49.01535(W)     ADJUSTED  
 DO0812* NAVD 88     -       340.9    (meters)    1118.     (feet)  VERTCON   
 DO0812  ___________________________________________________________________
 DO0812  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DO0812  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DO0812
 DO0812  HORZ ORDER  -  SECOND
 DO0812
 DO0812.The horizontal coordinates were established by classical geodetic methods
 DO0812.and adjusted by the National Geodetic Survey in February 1996..
 DO0812
 DO0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0812
 DO0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0812
 DO0812.The geoid height was determined by GEOID03.
 DO0812
 DO0812;                    North         East     Units Scale Factor Converg.
 DO0812;SPC TXNC     - 2,210,683.501   586,356.793   MT  0.99991288   -0 04 48.5
 DO0812;SPC TXNC     - 7,252,884.12  1,923,738.91   sFT  0.99991288   -0 04 48.5
 DO0812;UTM  14      - 3,714,145.928   532,768.293   MT  0.99961324   +0 11 42.7
 DO0812
 DO0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0812!SPC TXNC     -   0.99995091  x   0.99991288  =   0.99986379
 DO0812!UTM  14      -   0.99995091  x   0.99961324  =   0.99956417
 DO0812
 DO0812                          SUPERSEDED SURVEY CONTROL
 DO0812
 DO0812  NAD 83(1993)-  33 33 59.33748(N)    098 38 49.01529(W) AD(       ) 2
 DO0812  NAD 83(1986)-  33 33 59.33991(N)    098 38 49.00265(W) AD(       ) 2
 DO0812  NAD 27      -  33 33 58.96406(N)    098 38 47.79556(W) AD(       ) 2
 DO0812  NGVD 29 (07/19/86)  340.8    (m)         1118.     (f) VERT ANG       
 DO0812
 DO0812.Superseded values are not recommended for survey control.
 DO0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0812.See file dsdata.txt to determine how the superseded data were derived.
 DO0812
 DO0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3276814146(NAD 83)
 DO0812_MARKER: DB = BENCH MARK DISK
 DO0812_SETTING: 66 = SET IN ROCK OUTCROP
 DO0812_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DO0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0812+STABILITY: POSITION/ELEVATION WELL
 DO0812
 DO0812  HISTORY     - Date     Condition        Report By
 DO0812  HISTORY     - 1962     MONUMENTED       USGS
 DO0812  HISTORY     - 1975     GOOD             USGS
 DO0812
 DO0812                          STATION DESCRIPTION
 DO0812
 DO0812'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0812'ARCHER CITY COURTHOUSE, 2.1 MI. S. AND 1.2 MI. W. OF, ON THE E. TIP OF
 DO0812'PROMINENT SMALL FLAT TOP HILL ON LAND BELONGING TO ABERCROMEIM LAND
 DO0812'COMPANY.
 DO0812'
 DO0812'TO REACH FROM COURTHOUSE IN ARCHER CITY, GO S. ALONG STATE HIGHWAY 79
 DO0812'2.3 MI. TO GRAVEL RD. W., TURN W. OVER CATTLEGUARD 0.15 MI. TO FORK
 DO0812'IN RD., TURN RIGHT AND GO NW. 0.5 MI. TO TRACK RD. W., TURN W. AND
 DO0812'FOLLOW TRACK RD. W. AND S. 0.45 MI. TO AN OIL WELL AND END OF RD.  THE
 DO0812'STATION IS ABOUT 300 FT. S. OF THE OIL WELL ON THE PROMINENT HILL
 DO0812'OVERLOOKING END OF RD.
 DO0812'
 DO0812'STATION RECOVERED BY NGS IN 1963.
 DO0812'
 DO0812'STATION MARK--STANDARD TABLET STAMPED---ET 4 WXW 1962---, CEMENTED
 DO0812'IN ROCK OUTCROP.
 DO0812
 DO0812                          STATION RECOVERY (1975)
 DO0812
 DO0812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JLC)
 DO0812'THE STATION IS LOCATED 14-1/2 MILES NORTH-NORTHEAST OF OLNEY, 12
 DO0812'MILES WEST OF WINDTHORST, 2 MILES SOUTH-SOUTHWEST OF ARCHER CITY
 DO0812'AND ON PROPERTY OWNED BY THE MC GREGERS, MR. J.B. MAGG, RANCH
 DO0812'MANAGER, TELEPHONE NUMBER 574-4309.
 DO0812'
 DO0812'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND
 DO0812'79 IN ARCHER CITY, GO SOUTH ON STATE HIGHWAY 79 FOR 2.35 MILES TO
 DO0812'A SIDE ROAD RIGHT AND SIGN MC GREGER RANCH 3, TURN RIGHT AND GO
 DO0812'WEST ON A DIRT ROAD FOR 0.15 MILE TO A FORK, TAKE THE RIGHT FORK
 DO0812'AND GO WESTERLY ON THE DIRT ROAD FOR 0.2 MILE TO A FORK, KEEP THE
 DO0812'RIGHT FORK AND GO NORTHWEST ON THE DIRT ROAD FOR 0.35 MILE TO A
 DO0812'FORK, TAKE THE LEFT FORK AND GO WESTERLY FOR 0.2 MILE TO A FORK
 DO0812'AND POWERLINE CROSSING.  TAKE THE LEFT FORK AND GO SOUTHERLY
 DO0812'ON A TRACK ROAD FOR 0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM
 DO0812'HERE PACK UPHILL FOR ABOUT 100 YARDS TO THE STATION ON THE
 DO0812'NORTHEAST END OF A SMALL BUTTE.
 DO0812'
 DO0812'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 DO0812'STAMPED ET 4 WXW 1962, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS
 DO0812'FLUSH WITH THE GROUND SURFACE.  IT IS 13 FEET SOUTHWEST OF THE
 DO0812'NORTHEAST EDGE OF THE BUTTE AND 3 FEET WEST-NORTHWEST OF THE EAST
 DO0812'EDGE OF THE BUTTE.
 DO0812'
 DO0812'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ARCHER,
 DO0812'DISTANCE BEING (33.83 FEET) OR 10.312 METERS EAST-NORTHEAST OF
 DO0812'STATION ARCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5774 ***********************************************************************
 AH5774  DESIGNATION -  ET 5 JWG
 AH5774  PID         -  AH5774
 AH5774  STATE/COUNTY-  TX/MILAM
 AH5774  USGS QUAD   -  SAN GABRIEL (1989)
 AH5774
 AH5774                         *CURRENT SURVEY CONTROL
 AH5774  ___________________________________________________________________
 AH5774* NAD 83(1993)-  30 37 44.17568(N)    097 08 05.54312(W)     ADJUSTED  
 AH5774* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 AH5774  ___________________________________________________________________
 AH5774  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AH5774  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AH5774
 AH5774  HORZ ORDER  -  THIRD
 AH5774
 AH5774.The horizontal coordinates were established by classical geodetic methods
 AH5774.and adjusted by the National Geodetic Survey in July 1998..
 AH5774
 AH5774.The orthometric height was scaled from a topographic map.
 AH5774
 AH5774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5774
 AH5774.The geoid height was determined by GEOID03.
 AH5774
 AH5774;                    North         East     Units Scale Factor Converg.
 AH5774;SPC TX C     - 3,111,080.511 1,006,570.915   MT  0.99990274   +1 38 50.6
 AH5774;SPC TX C     -10,206,936.64  3,302,391.41   sFT  0.99990274   +1 38 50.6
 AH5774;UTM  14      - 3,389,962.743   678,757.336   MT  0.99999420   +0 57 01.8
 AH5774
 AH5774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5774!SPC TX C     -   0.99998211  x   0.99990274  =   0.99988485
 AH5774!UTM  14      -   0.99998211  x   0.99999420  =   0.99997631
 AH5774
 AH5774                          SUPERSEDED SURVEY CONTROL
 AH5774
 AH5774.No superseded survey control is available for this station.
 AH5774
 AH5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU7875789963(NAD 83)
 AH5774_MARKER: DS = TRIANGULATION STATION DISK
 AH5774_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5774_PROJECTION: FLUSH
 AH5774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5774+STABILITY: SURFACE MOTION
 AH5774
 AH5774  HISTORY     - Date     Condition        Report By
 AH5774  HISTORY     - 1962     MONUMENTED       USGS
 AH5774
 AH5774                          STATION DESCRIPTION
 AH5774
 AH5774'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5774'THORNDALE, 4.7 MI. E. OF ALONG U.S. HIGHWAY 79 FROM THE INTERSECTION
 AH5774'OF HIGHWAY 79 AND FARM ROAD 486, 710 FT. E. OF T-RD. NE., 36 FT. N. OF
 AH5774'CENTERLINE HIGHWAY, 8 FT. SW. OF POWER POLE, 1 FT. S. OF RIGHT-OF-WAY
 AH5774'FENCE.
 AH5774'STATION MARK--STANDARD TABLET STAMPED---ET 5 JWG 1962---, IN CONCRETE
 AH5774'POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1003 ***********************************************************************
 DO1003  DESIGNATION -  ET 5 WXW
 DO1003  PID         -  DO1003
 DO1003  STATE/COUNTY-  TX/ARCHER
 DO1003  USGS QUAD   -  ARCHER CITY WEST (1964)
 DO1003
 DO1003                         *CURRENT SURVEY CONTROL
 DO1003  ___________________________________________________________________
 DO1003* NAD 83(1993)-  33 30 38.58058(N)    098 38 18.41946(W)     ADJUSTED  
 DO1003* NAVD 88     -       342.2    (meters)    1123.     (feet)  VERTCON   
 DO1003  ___________________________________________________________________
 DO1003  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DO1003  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DO1003
 DO1003  HORZ ORDER  -  THIRD
 DO1003
 DO1003.The horizontal coordinates were established by classical geodetic methods
 DO1003.and adjusted by the National Geodetic Survey in February 1996..
 DO1003
 DO1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO1003
 DO1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1003
 DO1003.The geoid height was determined by GEOID03.
 DO1003
 DO1003;                    North         East     Units Scale Factor Converg.
 DO1003;SPC TXNC     - 2,204,497.803   587,137.704   MT  0.99990463   -0 04 31.8
 DO1003;SPC TXNC     - 7,232,589.88  1,926,300.95   sFT  0.99990463   -0 04 31.8
 DO1003;UTM  14      - 3,707,965.877   533,578.670   MT  0.99961390   +0 11 58.6
 DO1003
 DO1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1003!SPC TXNC     -   0.99995071  x   0.99990463  =   0.99985535
 DO1003!UTM  14      -   0.99995071  x   0.99961390  =   0.99956463
 DO1003
 DO1003                          SUPERSEDED SURVEY CONTROL
 DO1003
 DO1003  NAD 83(1993)-  33 30 38.58110(N)    098 38 18.41945(W) AD(       ) 3
 DO1003  NAD 83(1986)-  33 30 38.58262(N)    098 38 18.40797(W) AD(       ) 3
 DO1003  NGVD 29 (04/15/93)  342.1    (m)         1122.     (f) VERT ANG       
 DO1003
 DO1003.Superseded values are not recommended for survey control.
 DO1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1003.See file dsdata.txt to determine how the superseded data were derived.
 DO1003
 DO1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3357907966(NAD 83)
 DO1003_MARKER: DD = SURVEY DISK
 DO1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1003+STABILITY: SURFACE MOTION
 DO1003
 DO1003  HISTORY     - Date     Condition        Report By
 DO1003  HISTORY     - 1962     MONUMENTED       USGS
 DO1003
 DO1003                          STATION DESCRIPTION
 DO1003
 DO1003'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO1003'ARCHER CITY COURTHOUSE, 5.9 MI. S. AND 0.8 MI. W. OF, 34 FT. N. AND
 DO1003'18 FT. E. OF CENTERLINE E-W. RD. AT RANCH RD. N., 2 FT. S. OF WIRE
 DO1003'FENCE.
 DO1003'
 DO1003'TO REACH FROM COURTHOUSE AT ARCHER CITY, GO S. ALONG STATE HIGHWAY 79
 DO1003'6.3 MI. TO GRADED RD. E., TURN E. 1.35 MI. TO RANCH RD. N. AND STATION
 DO1003'ON THE LEFT.
 DO1003'
 DO1003'STATION MARK--STANDARD TABLET STAMPED---ET 5 WXW 1962---, SET IN
 DO1003'CONCRETE POST, PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5775 ***********************************************************************
 AH5775  DESIGNATION -  ET 6 JWG
 AH5775  PID         -  AH5775
 AH5775  STATE/COUNTY-  TX/WILLIAMSON
 AH5775  USGS QUAD   -  THORNDALE (1989)
 AH5775
 AH5775                         *CURRENT SURVEY CONTROL
 AH5775  ___________________________________________________________________
 AH5775* NAD 83(1993)-  30 37 27.06652(N)    097 14 01.95156(W)     ADJUSTED  
 AH5775* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 AH5775  ___________________________________________________________________
 AH5775  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AH5775  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AH5775
 AH5775  HORZ ORDER  -  THIRD
 AH5775
 AH5775.The horizontal coordinates were established by classical geodetic methods
 AH5775.and adjusted by the National Geodetic Survey in July 1998..
 AH5775
 AH5775.The orthometric height was scaled from a topographic map.
 AH5775
 AH5775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5775
 AH5775.The geoid height was determined by GEOID03.
 AH5775
 AH5775;                    North         East     Units Scale Factor Converg.
 AH5775;SPC TX C     - 3,110,285.265   997,098.758   MT  0.99990328   +1 35 47.1
 AH5775;SPC TX C     -10,204,327.57  3,271,314.84   sFT  0.99990328   +1 35 47.1
 AH5775;UTM  14      - 3,389,282.685   669,275.540   MT  0.99995349   +0 53 59.6
 AH5775
 AH5775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5775!SPC TX C     -   0.99998008  x   0.99990328  =   0.99988336
 AH5775!UTM  14      -   0.99998008  x   0.99995349  =   0.99993357
 AH5775
 AH5775                          SUPERSEDED SURVEY CONTROL
 AH5775
 AH5775.No superseded survey control is available for this station.
 AH5775
 AH5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU6927689283(NAD 83)
 AH5775_MARKER: DS = TRIANGULATION STATION DISK
 AH5775_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5775_PROJECTION: FLUSH
 AH5775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5775+STABILITY: SURFACE MOTION
 AH5775
 AH5775  HISTORY     - Date     Condition        Report By
 AH5775  HISTORY     - 1962     MONUMENTED       USGS
 AH5775
 AH5775                          STATION DESCRIPTION
 AH5775
 AH5775'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5775'THORNDALE, 0.2 MI. N. OF ALONG FARM ROAD 486 FROM INTERSECTION FARM
 AH5775'ROAD 486 AND U.S. HIGHWAY 79, THENCE 1.9 MI. NW. ALONG GIBSON STREET,
 AH5775'260 FT. NW. OF T-LANE S., 21 FT. S. OF CENTERLINE RD., 1 FT. S. OF
 AH5775'FENCE, 7 FT. W. OF FENCE CORNER.
 AH5775'STATION MARK--STANDARD TABLET STAMPED---ET 6 JWG 1962---, IN CONCRETE
 AH5775'POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1004 ***********************************************************************
 DO1004  DESIGNATION -  ET 6 WXW
 DO1004  PID         -  DO1004
 DO1004  STATE/COUNTY-  TX/ARCHER
 DO1004  USGS QUAD   -  ARCHER CITY EAST (1963)
 DO1004
 DO1004                         *CURRENT SURVEY CONTROL
 DO1004  ___________________________________________________________________
 DO1004* NAD 83(1993)-  33 30 28.73191(N)    098 30 36.07587(W)     ADJUSTED  
 DO1004* NAVD 88     -       357.3    (meters)    1172.     (feet)  VERTCON   
 DO1004  ___________________________________________________________________
 DO1004  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DO1004  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DO1004
 DO1004  HORZ ORDER  -  THIRD
 DO1004
 DO1004.The horizontal coordinates were established by classical geodetic methods
 DO1004.and adjusted by the National Geodetic Survey in February 1996..
 DO1004
 DO1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO1004
 DO1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1004
 DO1004.The geoid height was determined by GEOID03.
 DO1004
 DO1004;                    North         East     Units Scale Factor Converg.
 DO1004;SPC TXNC     - 2,204,185.970   599,068.991   MT  0.99990425   -0 00 19.7
 DO1004;SPC TXNC     - 7,231,566.80  1,965,445.51   sFT  0.99990425   -0 00 19.7
 DO1004;UTM  14      - 3,707,711.500   545,507.917   MT  0.99962553   +0 16 13.8
 DO1004
 DO1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1004!SPC TXNC     -   0.99994832  x   0.99990425  =   0.99985258
 DO1004!UTM  14      -   0.99994832  x   0.99962553  =   0.99957387
 DO1004
 DO1004                          SUPERSEDED SURVEY CONTROL
 DO1004
 DO1004  NAD 83(1993)-  33 30 28.73223(N)    098 30 36.07568(W) AD(       ) 3
 DO1004  NAD 83(1986)-  33 30 28.73284(N)    098 30 36.06385(W) AD(       ) 3
 DO1004  NGVD 29 (04/15/93)  357.2    (m)         1172.     (f) VERT ANG       
 DO1004
 DO1004.Superseded values are not recommended for survey control.
 DO1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1004.See file dsdata.txt to determine how the superseded data were derived.
 DO1004
 DO1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4550807711(NAD 83)
 DO1004_MARKER: DD = SURVEY DISK
 DO1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1004+STABILITY: SURFACE MOTION
 DO1004
 DO1004  HISTORY     - Date     Condition        Report By
 DO1004  HISTORY     - 1962     MONUMENTED       USGS
 DO1004
 DO1004                          STATION DESCRIPTION
 DO1004
 DO1004'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO1004'WINDTHORST, 5.0 MI. S. AND 3.7 MI. W. OF, 6.4 MI. S. AND 6.7 MI. E. OF
 DO1004'ARCHER CITY, ABOUT 150 FT. SW. OF FARM HOUSE ON LAND OWNED BY MR. E.
 DO1004'L. GARVEY, 118 FT. S. OF E-W. FENCE, 339 FT. W. OF AN OIL WELL, 60 FT.
 DO1004'SE. OF AN OLD WATER WELL.
 DO1004'
 DO1004'TO REACH FROM INTERSECTION OF STATE HIGHWAY 25 AND U.S. HIGHWAY 281 AT
 DO1004'WINDTHORST, GO S. ALONG HIGHWAY 281 5.7 MI. TO GRADED RD. CROSSING,
 DO1004'TURN W. 3.55 MI. TO GRADED RD. N., TURN N. 0.7 MI. TO TRACK RD. W. AT
 DO1004'AN OIL SEPARATOR AND TWO OIL TANKS, TURN W. THROUGH GATE AND GO NW.
 DO1004'PAST AN OIL WELL 0.15 MI. TO STATION.
 DO1004'
 DO1004'STATION MARK--STANDARD TABLET STAMPED---ET 6 WXW 1962---, IN CONCRETE
 DO1004'POST, PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5776 ***********************************************************************
 AH5776  DESIGNATION -  ET 7 JWG
 AH5776  PID         -  AH5776
 AH5776  STATE/COUNTY-  TX/WILLIAMSON
 AH5776  USGS QUAD   -  GRANGER LAKE (1988)
 AH5776
 AH5776                         *CURRENT SURVEY CONTROL
 AH5776  ___________________________________________________________________
 AH5776* NAD 83(1993)-  30 40 09.65209(N)    097 16 03.74541(W)     ADJUSTED  
 AH5776* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 AH5776  ___________________________________________________________________
 AH5776  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH5776  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AH5776
 AH5776  HORZ ORDER  -  THIRD
 AH5776
 AH5776.The horizontal coordinates were established by classical geodetic methods
 AH5776.and adjusted by the National Geodetic Survey in July 1998..
 AH5776
 AH5776.The orthometric height was scaled from a topographic map.
 AH5776
 AH5776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5776
 AH5776.The geoid height was determined by GEOID03.
 AH5776
 AH5776;                    North         East     Units Scale Factor Converg.
 AH5776;SPC TX C     - 3,115,199.891   993,718.701   MT  0.99989843   +1 34 44.3
 AH5776;SPC TX C     -10,220,451.64  3,260,225.44   sFT  0.99989843   +1 34 44.3
 AH5776;UTM  14      - 3,394,238.224   665,955.264   MT  0.99993975   +0 53 01.7
 AH5776
 AH5776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5776!SPC TX C     -   0.99997915  x   0.99989843  =   0.99987758
 AH5776!UTM  14      -   0.99997915  x   0.99993975  =   0.99991890
 AH5776
 AH5776                          SUPERSEDED SURVEY CONTROL
 AH5776
 AH5776.No superseded survey control is available for this station.
 AH5776
 AH5776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU6595594238(NAD 83)
 AH5776_MARKER: DS = TRIANGULATION STATION DISK
 AH5776_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5776_PROJECTION: FLUSH
 AH5776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5776+STABILITY: SURFACE MOTION
 AH5776
 AH5776  HISTORY     - Date     Condition        Report By
 AH5776  HISTORY     - 1962     MONUMENTED       USGS
 AH5776
 AH5776                          STATION DESCRIPTION
 AH5776
 AH5776'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5776'HARE, 0.5 MI. E. OF PHILLIPS 66 STATION, ALONG GRAVEL RD., 118 FT. E.
 AH5776'OF T-LANE N., 23 FT. N. OF CENTERLINE RD., 2.5 FT. W. OF TELEPHONE
 AH5776'POLE, 1 FT. S. OF FENCE.
 AH5776'STATION MARK--STANDARD TABLET STAMPED---ET 7 JWG 1962---, IN CONCRETE
 AH5776'POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1005 ***********************************************************************
 DO1005  DESIGNATION -  ET 7 WXW
 DO1005  PID         -  DO1005
 DO1005  STATE/COUNTY-  TX/ARCHER
 DO1005  USGS QUAD   -  WINDTHORST (1962)
 DO1005
 DO1005                         *CURRENT SURVEY CONTROL
 DO1005  ___________________________________________________________________
 DO1005* NAD 83(1993)-  33 31 48.18837(N)    098 26 29.40713(W)     ADJUSTED  
 DO1005* NAVD 88     -       347.9    (meters)    1141.     (feet)  VERTCON   
 DO1005  ___________________________________________________________________
 DO1005  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 DO1005  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DO1005
 DO1005  HORZ ORDER  -  THIRD
 DO1005
 DO1005.The horizontal coordinates were established by classical geodetic methods
 DO1005.and adjusted by the National Geodetic Survey in February 1996..
 DO1005
 DO1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO1005
 DO1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1005
 DO1005.The geoid height was determined by GEOID03.
 DO1005
 DO1005;                    North         East     Units Scale Factor Converg.
 DO1005;SPC TXNC     - 2,206,635.211   605,433.402   MT  0.99990738   +0 01 54.9
 DO1005;SPC TXNC     - 7,239,602.35  1,986,326.09   sFT  0.99990738   +0 01 54.9
 DO1005;UTM  14      - 3,710,190.715   551,858.688   MT  0.99963315   +0 18 30.6
 DO1005
 DO1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1005!SPC TXNC     -   0.99994978  x   0.99990738  =   0.99985717
 DO1005!UTM  14      -   0.99994978  x   0.99963315  =   0.99958295
 DO1005
 DO1005                          SUPERSEDED SURVEY CONTROL
 DO1005
 DO1005  NAD 83(1993)-  33 31 48.18859(N)    098 26 29.40682(W) AD(       ) 3
 DO1005  NAD 83(1986)-  33 31 48.18982(N)    098 26 29.39465(W) AD(       ) 3
 DO1005  NGVD 29 (04/15/93)  347.8    (m)         1141.     (f) VERT ANG       
 DO1005
 DO1005.Superseded values are not recommended for survey control.
 DO1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1005.See file dsdata.txt to determine how the superseded data were derived.
 DO1005
 DO1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5185910191(NAD 83)
 DO1005_MARKER: DD = SURVEY DISK
 DO1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1005+STABILITY: SURFACE MOTION
 DO1005
 DO1005  HISTORY     - Date     Condition        Report By
 DO1005  HISTORY     - 1962     MONUMENTED       USGS
 DO1005  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO1005
 DO1005                          STATION DESCRIPTION
 DO1005
 DO1005'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO1005'WINDTHORST, 3.3 MI. S. AND 0.2 MI. W. OF, ON THE TOP OF A LOW FLAT
 DO1005'HILL ON LAND OWNED BY MR. TONY WOLF, 510 FT. SW. OF SW. CORNER OF
 DO1005'S AND M LIQUOR STORE, 517 FT. S-SW. OF AN OIL WELL, 505 FT. W. OF
 DO1005'CENTERLINE OF HIGHWAY 281.
 DO1005'
 DO1005'TO REACH FROM INTERSECTION OF STATE HIGHWAY 25 AND U.S. HIGHWAY 281
 DO1005'AT WINDTHORST, GO S. 3.1 MI. ALONG HIGHWAY 281 TO A TRACK RD. W., TURN
 DO1005'W. THROUGH CATTLEGUARD AND GO SW. PAST AN OIL WELL 0.2 MI. TO STATION
 DO1005'ON RIGHT, 108 FT. W. OF TRACK RD.
 DO1005'
 DO1005'STATION MARK--STANDARD TABLET STAMPED---ET 7 WXW 1962---, SET IN
 DO1005'CONCRETE POST, PROJECTING 4 IN.
 DO1005
 DO1005                          STATION RECOVERY (2001)
 DO1005
 DO1005'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5777 ***********************************************************************
 AH5777  DESIGNATION -  ET 8 JWG
 AH5777  PID         -  AH5777
 AH5777  STATE/COUNTY-  TX/WILLIAMSON
 AH5777  USGS QUAD   -  GRANGER LAKE (1988)
 AH5777
 AH5777                         *CURRENT SURVEY CONTROL
 AH5777  ___________________________________________________________________
 AH5777* NAD 83(1993)-  30 39 32.44171(N)    097 19 07.91081(W)     ADJUSTED  
 AH5777* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 AH5777  ___________________________________________________________________
 AH5777  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AH5777  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AH5777
 AH5777  HORZ ORDER  -  THIRD
 AH5777
 AH5777.The horizontal coordinates were established by classical geodetic methods
 AH5777.and adjusted by the National Geodetic Survey in July 1998..
 AH5777
 AH5777.The orthometric height was scaled from a topographic map.
 AH5777
 AH5777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5777
 AH5777.The geoid height was determined by GEOID03.
 AH5777
 AH5777;                    North         East     Units Scale Factor Converg.
 AH5777;SPC TX C     - 3,113,920.569   988,849.581   MT  0.99989949   +1 33 09.5
 AH5777;SPC TX C     -10,216,254.40  3,244,250.67   sFT  0.99989949   +1 33 09.5
 AH5777;UTM  14      - 3,393,018.035   661,070.831   MT  0.99992005   +0 51 26.8
 AH5777
 AH5777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5777!SPC TX C     -   0.99997711  x   0.99989949  =   0.99987660
 AH5777!UTM  14      -   0.99997711  x   0.99992005  =   0.99989716
 AH5777
 AH5777                          SUPERSEDED SURVEY CONTROL
 AH5777
 AH5777.No superseded survey control is available for this station.
 AH5777
 AH5777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU6107193018(NAD 83)
 AH5777_MARKER: DS = TRIANGULATION STATION DISK
 AH5777_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5777_PROJECTION: FLUSH
 AH5777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5777+STABILITY: SURFACE MOTION
 AH5777
 AH5777  HISTORY     - Date     Condition        Report By
 AH5777  HISTORY     - 1962     MONUMENTED       USGS
 AH5777
 AH5777                          STATION DESCRIPTION
 AH5777
 AH5777'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5777'TAYLOR POST OFFICE, 5.0 MI. N. OF, ALONG STATE HIGHWAY 95, TO JUNCTION
 AH5777'FARM ROAD 1331, THENCE 8.4 MI. E. ON FARM ROAD 1331 TO T-RD. SW.,
 AH5777'THENCE 1.4 MI. SW. ALONG GRAVEL RD. TO T-RD. SE., THENCE 0.3 MI. SE.
 AH5777'ALONG GRAVEL RD., 308 FT. E. OF T-LANE S., 14 FT. N. OF CENTERLINE
 AH5777'GRAVEL RD.
 AH5777'STATION MARK--STANDARD TABLET STAMPED---ET 8 JWG 1962---, IN CONCRETE
 AH5777'POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1006 ***********************************************************************
 DO1006  DESIGNATION -  ET 8 WXW
 DO1006  PID         -  DO1006
 DO1006  STATE/COUNTY-  TX/ARCHER
 DO1006  USGS QUAD   -  WINDTHORST (1962)
 DO1006
 DO1006                         *CURRENT SURVEY CONTROL
 DO1006  ___________________________________________________________________
 DO1006* NAD 83(1993)-  33 34 33.61670(N)    098 26 25.05942(W)     ADJUSTED  
 DO1006* NAVD 88     -       331.6    (meters)    1088.     (feet)  VERTCON   
 DO1006  ___________________________________________________________________
 DO1006  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DO1006  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DO1006
 DO1006  HORZ ORDER  -  THIRD
 DO1006
 DO1006.The horizontal coordinates were established by classical geodetic methods
 DO1006.and adjusted by the National Geodetic Survey in February 1996..
 DO1006
 DO1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO1006
 DO1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1006
 DO1006.The geoid height was determined by GEOID03.
 DO1006
 DO1006;                    North         East     Units Scale Factor Converg.
 DO1006;SPC TXNC     - 2,211,731.590   605,542.679   MT  0.99991439   +0 01 57.2
 DO1006;SPC TXNC     - 7,256,322.72  1,986,684.61   sFT  0.99991439   +0 01 57.2
 DO1006;UTM  14      - 3,715,286.147   551,943.319   MT  0.99963326   +0 18 34.4
 DO1006
 DO1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1006!SPC TXNC     -   0.99995234  x   0.99991439  =   0.99986673
 DO1006!UTM  14      -   0.99995234  x   0.99963326  =   0.99958561
 DO1006
 DO1006                          SUPERSEDED SURVEY CONTROL
 DO1006
 DO1006  NAD 83(1993)-  33 34 33.61693(N)    098 26 25.05900(W) AD(       ) 3
 DO1006  NAD 83(1986)-  33 34 33.61794(N)    098 26 25.04724(W) AD(       ) 3
 DO1006  NGVD 29 (04/15/93)  331.5    (m)         1088.     (f) VERT ANG       
 DO1006
 DO1006.Superseded values are not recommended for survey control.
 DO1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1006.See file dsdata.txt to determine how the superseded data were derived.
 DO1006
 DO1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5194315286(NAD 83)
 DO1006_MARKER: DD = SURVEY DISK
 DO1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1006+STABILITY: SURFACE MOTION
 DO1006
 DO1006  HISTORY     - Date     Condition        Report By
 DO1006  HISTORY     - 1962     MONUMENTED       USGS
 DO1006  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO1006
 DO1006                          STATION DESCRIPTION
 DO1006
 DO1006'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO1006'IN WINDTHORST, ABOUT 300 FT. NW. OF ST. MARYS CATHOLIC CHURCH, 34 FT.
 DO1006'N. OF THE NW. CORNER OF GARAGE, 25 FT. E. OF DRIVEWAY, AND 6 FT. W.
 DO1006'OF A 3 IN. PIPE FENCE CORNER.
 DO1006'
 DO1006'STATION MARK--STANDARD TABLET STAMPED---ET 8 WXW 1962---, SET IN
 DO1006'CONCRETE POST, PROJECTING 7 IN.
 DO1006
 DO1006                          STATION RECOVERY (2001)
 DO1006
 DO1006'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5778 ***********************************************************************
 AH5778  DESIGNATION -  ET 9 JWG
 AH5778  PID         -  AH5778
 AH5778  STATE/COUNTY-  TX/WILLIAMSON
 AH5778  USGS QUAD   -  GRANGER LAKE (1988)
 AH5778
 AH5778                         *CURRENT SURVEY CONTROL
 AH5778  ___________________________________________________________________
 AH5778* NAD 83(1993)-  30 39 43.18202(N)    097 22 06.87213(W)     ADJUSTED  
 AH5778* NAVD 88     -       173.     (meters)     568.     (feet)  SCALED    
 AH5778  ___________________________________________________________________
 AH5778  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AH5778  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH5778
 AH5778  HORZ ORDER  -  THIRD
 AH5778
 AH5778.The horizontal coordinates were established by classical geodetic methods
 AH5778.and adjusted by the National Geodetic Survey in July 1998..
 AH5778
 AH5778.The orthometric height was scaled from a topographic map.
 AH5778
 AH5778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5778
 AH5778.The geoid height was determined by GEOID03.
 AH5778
 AH5778;                    North         East     Units Scale Factor Converg.
 AH5778;SPC TX C     - 3,114,123.154   984,078.500   MT  0.99989918   +1 31 37.3
 AH5778;SPC TX C     -10,216,919.05  3,228,597.55   sFT  0.99989918   +1 31 37.3
 AH5778;UTM  14      - 3,393,278.482   656,302.504   MT  0.99990138   +0 49 55.7
 AH5778
 AH5778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5778!SPC TX C     -   0.99997695  x   0.99989918  =   0.99987613
 AH5778!UTM  14      -   0.99997695  x   0.99990138  =   0.99987833
 AH5778
 AH5778                          SUPERSEDED SURVEY CONTROL
 AH5778
 AH5778.No superseded survey control is available for this station.
 AH5778
 AH5778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU5630393278(NAD 83)
 AH5778_MARKER: DS = TRIANGULATION STATION DISK
 AH5778_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5778_PROJECTION: FLUSH
 AH5778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5778+STABILITY: SURFACE MOTION
 AH5778
 AH5778  HISTORY     - Date     Condition        Report By
 AH5778  HISTORY     - 1962     MONUMENTED       USGS
 AH5778
 AH5778                          STATION DESCRIPTION
 AH5778
 AH5778'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5778'TAYLOR, 5.0 MI. N. OF, ALONG STATE HIGHWAY 95, TO JUNCTION FARM ROAD
 AH5778'1331, THENCE 4.8 MI. E. ALONG FARM ROAD 1331 TO T-RD. S., 40 FT. N. OF
 AH5778'CENTERLINE HIGHWAY, 42 FT. NW. OF CENTERLINE T-RD. JUNCTION, 1 FT. S.
 AH5778'OF CONCRETE RIGHT-OF-WAY MARKER.
 AH5778'STATION MARK--STANDARD TABLET STAMPED---ET 9 JWG 1962---, IN CONCRETE
 AH5778'POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0700 ***********************************************************************
 DO0700  DESIGNATION -  ET 9 WXW
 DO0700  PID         -  DO0700
 DO0700  STATE/COUNTY-  TX/CLAY
 DO0700  USGS QUAD   -  SCOTLAND (1981)
 DO0700
 DO0700                         *CURRENT SURVEY CONTROL
 DO0700  ___________________________________________________________________
 DO0700* NAD 83(1993)-  33 40 13.27678(N)    098 23 44.92029(W)     ADJUSTED  
 DO0700* NAVD 88     -       296.4    (meters)     972.     (feet)  VERTCON   
 DO0700  ___________________________________________________________________
 DO0700  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 DO0700  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DO0700
 DO0700  HORZ ORDER  -  SECOND
 DO0700
 DO0700.The horizontal coordinates were established by classical geodetic methods
 DO0700.and adjusted by the National Geodetic Survey in February 1996..
 DO0700
 DO0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0700
 DO0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0700
 DO0700.The geoid height was determined by GEOID03.
 DO0700
 DO0700;                    North         East     Units Scale Factor Converg.
 DO0700;SPC TXNC     - 2,222,198.882   609,661.812   MT  0.99993079   +0 03 24.6
 DO0700;SPC TXNC     - 7,290,664.17  2,000,198.79   sFT  0.99993079   +0 03 24.6
 DO0700;UTM  14      - 3,725,770.267   556,010.532   MT  0.99963867   +0 20 05.9
 DO0700
 DO0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0700!SPC TXNC     -   0.99995784  x   0.99993079  =   0.99988863
 DO0700!UTM  14      -   0.99995784  x   0.99963867  =   0.99959653
 DO0700
 DO0700                          SUPERSEDED SURVEY CONTROL
 DO0700
 DO0700  NAD 83(1993)-  33 40 13.27697(N)    098 23 44.91968(W) AD(       ) 2
 DO0700  NAD 83(1986)-  33 40 13.27931(N)    098 23 44.90674(W) AD(       ) 2
 DO0700  NAD 27      -  33 40 12.90809(N)    098 23 43.72536(W) AD(       ) 2
 DO0700  NGVD 29 (07/19/86)  296.3    (m)          972.     (f) VERT ANG       
 DO0700
 DO0700.Superseded values are not recommended for survey control.
 DO0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0700.See file dsdata.txt to determine how the superseded data were derived.
 DO0700
 DO0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5601125770(NAD 83)
 DO0700_MARKER: DB = BENCH MARK DISK
 DO0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0700+STABILITY: SURFACE MOTION
 DO0700
 DO0700  HISTORY     - Date     Condition        Report By
 DO0700  HISTORY     - 1962     MONUMENTED       USGS
 DO0700  HISTORY     - 1975     GOOD             USGS
 DO0700
 DO0700                          STATION DESCRIPTION
 DO0700
 DO0700'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DO0700'SCOTLAND, ABOUT 0.7 MI. N. AND 4.3 MI. E. OF, ON THE BRIDWELL RANCH,
 DO0700'ABOUT 200 FT. W. OF A RANCH HOUSE, 130 FT. SW. OF A CATTLEGUARD, 104
 DO0700'FT. NW. OF A FENCE CORNER, 97 FT. W. OF A WINDMILL AND 1.5 FT. NE. OF
 DO0700'A FENCE.
 DO0700'
 DO0700'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND FARM TO MARKET ROAD
 DO0700'172 IN SCOTLAND, GO E. ALONG FARM ROAD 172 4.5 MI. TO A CROSSROAD,
 DO0700'TURN LEFT (N.) ON PRIVATE GRADED RD. 0.4 MI. TO A RANCH HOUSE AND THE
 DO0700'STATION.
 DO0700'
 DO0700'STATION MARK--STANDARD TABLET STAMPED---ET 9 WXW 1962 972---, SET
 DO0700'IN CONCRETE POST, PROJECTING 2 IN.
 DO0700
 DO0700                          STATION RECOVERY (1975)
 DO0700
 DO0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JLC)
 DO0700'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF WINDTHORST,
 DO0700'4 MILES EAST-NORTHEAST OF SCOTLAND AND ON PROPERTY OF THE BRIDWELL
 DO0700'RANCH, PERMISSION WAS GRANTED FROM MR. J.S. BRIDWELL OF WICHITA
 DO0700'FALLS.
 DO0700'
 DO0700'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0700'FARM ROAD 172 IN SCOTLAND, GO EAST ON FARM ROAD 172 FOR 4.7
 DO0700'MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON A BLADED ROAD FOR
 DO0700'0.4 MILE TO A RANCH HOUSE ON THE RIGHT AND THE STATION ON THE
 DO0700'LEFT.
 DO0700'
 DO0700'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 DO0700'STAMPED ET 9 WXW 1962, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 DO0700'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 17
 DO0700'FEET NORTHWEST OF A METAL WITNESS POST AND 12 FEET WEST OF A FENCE
 DO0700'LINE.
 DO0700'
 DO0700'A TRAVERSE CONNECTION WAS MADE TO TRIAGULATION STATION BRIDWELL
 DO0700'1966, DISTANCE BEING (17.87 FEET) OR 5.446 METERS WEST-NORTHWEST
 DO0700'OF STATION BRIDWELL 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5785 ***********************************************************************
 AH5785  DESIGNATION -  ET ANDICE
 AH5785  PID         -  AH5785
 AH5785  STATE/COUNTY-  TX/WILLIAMSON
 AH5785  USGS QUAD   -  FLORENCE (1976)
 AH5785
 AH5785                         *CURRENT SURVEY CONTROL
 AH5785  ___________________________________________________________________
 AH5785* NAD 83(1993)-  30 47 54.35282(N)    097 50 18.26876(W)     ADJUSTED  
 AH5785* NAVD 88     -       316.8    (meters)    1039.     (feet)  VERTCON   
 AH5785  ___________________________________________________________________
 AH5785  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 AH5785  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AH5785
 AH5785  HORZ ORDER  -  THIRD
 AH5785
 AH5785.The horizontal coordinates were established by classical geodetic methods
 AH5785.and adjusted by the National Geodetic Survey in July 1998..
 AH5785
 AH5785.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5785
 AH5785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5785
 AH5785.The geoid height was determined by GEOID03.
 AH5785
 AH5785;                    North         East     Units Scale Factor Converg.
 AH5785;SPC TX C     - 3,128,138.957   938,728.964   MT  0.99988798   +1 17 06.1
 AH5785;SPC TX C     -10,262,902.56  3,079,813.28   sFT  0.99988798   +1 17 06.1
 AH5785;UTM  14      - 3,407,840.247   611,128.831   MT  0.99975234   +0 35 41.3
 AH5785
 AH5785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5785!SPC TX C     -   0.99995435  x   0.99988798  =   0.99984233
 AH5785!UTM  14      -   0.99995435  x   0.99975234  =   0.99970670
 AH5785
 AH5785                          SUPERSEDED SURVEY CONTROL
 AH5785
 AH5785  NGVD 29 (07/28/98)  316.7    (m)         1039.     (f) VERT ANG       
 AH5785
 AH5785.Superseded values are not recommended for survey control.
 AH5785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5785.See file dsdata.txt to determine how the superseded data were derived.
 AH5785
 AH5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1112907840(NAD 83)
 AH5785_MARKER: DS = TRIANGULATION STATION DISK
 AH5785_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5785_PROJECTION: FLUSH
 AH5785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5785+STABILITY: SURFACE MOTION
 AH5785
 AH5785  HISTORY     - Date     Condition        Report By
 AH5785  HISTORY     - 1962     MONUMENTED       USGS
 AH5785
 AH5785                          STATION DESCRIPTION
 AH5785
 AH5785'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5785'ANDICE, 0.9 MI. N. AND 0.8 MI. E. OF, 21 FT. E. OF RD., 1.5 FT. W. OF
 AH5785'FENCE, 145 FT. N. OF TELEPHONE POLE, 790 FT. N. OF T-RD. W., AND 700
 AH5785'FT. N. OF HOUSE.
 AH5785'TO REACH FROM ANDICE, GO E-NE. 0.6 MI. ON PAVED RD., CONTINUE E. ON
 AH5785'GRADED RD. 0.5 MI., TURN LEFT AT T-RD. 0.6 MI. TO A HOUSE ON THE LEFT
 AH5785'AND THE STATION ON THE RIGHT.
 AH5785'STATION MARK--STANDARD TABLET STAMPED---ET ANDICE 1962---, IN A
 AH5785'CONCRETE POST PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0645 ***********************************************************************
 AX0645  DESIGNATION -  ET BEND
 AX0645  PID         -  AX0645
 AX0645  STATE/COUNTY-  TX/JACKSON
 AX0645  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0645
 AX0645                         *CURRENT SURVEY CONTROL
 AX0645  ___________________________________________________________________
 AX0645* NAD 83(1993)-  29 04 58.73241(N)    096 43 16.26308(W)     ADJUSTED  
 AX0645* NAVD 88     -        29.126  (meters)      95.56   (feet)  ADJUSTED  
 AX0645  ___________________________________________________________________
 AX0645  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AX0645  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0645  DYNAMIC HT  -          29.084 (meters)      95.42  (feet)  COMP
 AX0645  MODELED GRAV-     979,220.2   (mgal)                       NAVD 88
 AX0645
 AX0645  HORZ ORDER  -  THIRD
 AX0645  VERT ORDER  -  FIRST     CLASS I
 AX0645
 AX0645.The horizontal coordinates were established by classical geodetic methods
 AX0645.and adjusted by the National Geodetic Survey in February 1996..
 AX0645
 AX0645.The orthometric height was determined by differential leveling
 AX0645.and adjusted by the National Geodetic Survey in June 1991..
 AX0645
 AX0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0645
 AX0645.The geoid height was determined by GEOID03.
 AX0645
 AX0645.The dynamic height is computed by dividing the NAVD 88
 AX0645.geopotential number by the normal gravity value computed on the
 AX0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0645.degrees latitude (g = 980.6199 gals.).
 AX0645
 AX0645.The modeled gravity was interpolated from observed gravity values.
 AX0645
 AX0645;                    North         East     Units Scale Factor Converg.
 AX0645;SPC TXSC     - 4,140,655.683   821,825.499   MT  0.99987285   +1 06 59.1
 AX0645;SPC TXSC     -13,584,801.19  2,696,272.49   sFT  0.99987285   +1 06 59.1
 AX0645;UTM  14      - 3,219,324.088   721,810.070   MT  1.00020716   +1 06 29.3
 AX0645
 AX0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0645!SPC TXSC     -   0.99999972  x   0.99987285  =   0.99987257
 AX0645!UTM  14      -   0.99999972  x   1.00020716  =   1.00020688
 AX0645
 AX0645:                Primary Azimuth Mark                     Grid Az
 AX0645:SPC TXSC     -  ET HAYNES                                311 03 34.1
 AX0645:UTM  14      -  ET HAYNES                                311 04 03.9
 AX0645
 AX0645|---------------------------------------------------------------------|
 AX0645| PID    Reference Object                     Distance      Geod. Az  |
 AX0645|                                                           dddmmss.s |
 AX0645| AX0642 ET HAYNES                           APPROX. 2.1 KM 3121033.2 |
 AX0645|---------------------------------------------------------------------|
 AX0645
 AX0645                          SUPERSEDED SURVEY CONTROL
 AX0645
 AX0645  NAD 83(1986)-  29 04 58.74496(N)    096 43 16.24922(W) AD(       ) 3
 AX0645  NAD 27      -  29 04 57.83778(N)    096 43 15.33125(W) AD(       ) 3
 AX0645  NGVD 29 (??/??/92)   29.138  (m)           95.60   (f) ADJ UNCH    1 1
 AX0645
 AX0645.Superseded values are not recommended for survey control.
 AX0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0645.See file dsdata.txt to determine how the superseded data were derived.
 AX0645
 AX0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2181019324(NAD 83)
 AX0645_MARKER: DD = SURVEY DISK
 AX0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0645_STAMPING: ET BEND 1962 96
 AX0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0645+STABILITY: SURFACE MOTION
 AX0645
 AX0645  HISTORY     - Date     Condition        Report By
 AX0645  HISTORY     - 1962     MONUMENTED       USGS
 AX0645  HISTORY     - 1972     GOOD             NGS
 AX0645
 AX0645                          STATION DESCRIPTION
 AX0645
 AX0645'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX0645'EDNA, 9.0 MI. NW. OF ALONG STATE HIGHWAY 111, AT PIPELINE CROSSING,
 AX0645'58 FT. SW. OF CENTERLINE HIGHWAY, 1 FT. NE. OF RIGHT-OF-WAY FENCE,
 AX0645'478 FT. SE. OF LANE TO NE.
 AX0645'
 AX0645'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.3 FT.,
 AX0645'STAMPED ---ET-BEND 1962---.
 AX0645
 AX0645                          STATION RECOVERY (1972)
 AX0645
 AX0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AX0645'8.95 MI NW FROM EDNA.
 AX0645'ABOUT 8.95 MILES NORTHWEST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AX0645'AT EDNA, 0.4 MILE SOUTHEAST OF THE JUNCTION OF FECHNER ROAD LEADING
 AX0645'SOUTHWEST, ALONG THE SOUTHEAST SIDE OF THE CROSSING OF TWO GAS LINES
 AX0645'AND AT THE SOUTHEAST END OF A POND, 58 FEET SOUTHWEST OF THE CENTER
 AX0645'LINE OF THE HIGHWAY, 3 FEET NORTH OF THE NORTHWEST GATE POST FOR AN
 AX0645'ALUMINUM GATE, 1.6 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 1.1
 AX0645'FEET SOUTHEAST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE
 AX0645'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 AX0645'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0897 ***********************************************************************
 AX0897  DESIGNATION -  ET BRUSHY
 AX0897  PID         -  AX0897
 AX0897  STATE/COUNTY-  TX/JACKSON
 AX0897  USGS QUAD   -  CORDELE (1981)
 AX0897
 AX0897                         *CURRENT SURVEY CONTROL
 AX0897  ___________________________________________________________________
 AX0897* NAD 83(1993)-  29 08 51.63724(N)    096 39 03.76704(W)     ADJUSTED  
 AX0897* NAVD 88     -        32.85   (+/-2cm)     107.8    (feet)  VERTCON   
 AX0897  ___________________________________________________________________
 AX0897  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AX0897  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0897
 AX0897  HORZ ORDER  -  THIRD
 AX0897  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0897
 AX0897.The horizontal coordinates were established by classical geodetic methods
 AX0897.and adjusted by the National Geodetic Survey in February 1996..
 AX0897
 AX0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0897.The vertical order pertains to the NGVD 29 superseded value.
 AX0897
 AX0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0897
 AX0897.The geoid height was determined by GEOID03.
 AX0897
 AX0897;                    North         East     Units Scale Factor Converg.
 AX0897;SPC TXSC     - 4,147,959.119   828,507.983   MT  0.99986855   +1 09 02.8
 AX0897;SPC TXSC     -13,608,762.54  2,718,196.61   sFT  0.99986855   +1 09 02.8
 AX0897;UTM  14      - 3,226,629.271   728,495.852   MT  1.00024431   +1 08 40.5
 AX0897
 AX0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0897!SPC TXSC     -   0.99999914  x   0.99986855  =   0.99986769
 AX0897!UTM  14      -   0.99999914  x   1.00024431  =   1.00024345
 AX0897
 AX0897:                Primary Azimuth Mark                     Grid Az
 AX0897:SPC TXSC     -  ET TRUNKLINE                             045 18 54.2
 AX0897:UTM  14      -  ET TRUNKLINE                             045 19 16.5
 AX0897
 AX0897|---------------------------------------------------------------------|
 AX0897| PID    Reference Object                     Distance      Geod. Az  |
 AX0897|                                                           dddmmss.s |
 AX0897| AX2740 ET TRUNKLINE                        APPROX. 2.2 KM 0462757.0 |
 AX0897|---------------------------------------------------------------------|
 AX0897
 AX0897                          SUPERSEDED SURVEY CONTROL
 AX0897
 AX0897  NAD 83(1986)-  29 08 51.65060(N)    096 39 03.75321(W) AD(       ) 3
 AX0897  NAD 27      -  29 08 50.75433(N)    096 39 02.84766(W) AD(       ) 3
 AX0897  NGVD 29 (??/??/92)   32.855  (m)          107.79   (f) ADJ UNCH    2 0
 AX0897
 AX0897.Superseded values are not recommended for survey control.
 AX0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0897.See file dsdata.txt to determine how the superseded data were derived.
 AX0897
 AX0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2849626629(NAD 83)
 AX0897_MARKER: DD = SURVEY DISK
 AX0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0897_STAMPING: ET BRUSHY 1962
 AX0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0897+STABILITY: SURFACE MOTION
 AX0897
 AX0897  HISTORY     - Date     Condition        Report By
 AX0897  HISTORY     - 1962     MONUMENTED       USGS
 AX0897  HISTORY     - 1972     GOOD             NGS
 AX0897
 AX0897                          STATION DESCRIPTION
 AX0897
 AX0897'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX0897'EDNA, 6.2 MI. NW. ALONG STATE HIGHWAY 111 TO GRAVELED CROSSROAD,
 AX0897'THENCE NORTHERLY ALONG MAIN GRAVELED RD. 6.0 MI. TO T-RD. E., CONTINUE
 AX0897'N. ON GRAVELED RD. 0.85 MI. TO PIPELINE CROSSING, 23 FT. E. OF
 AX0897'CENTERLINE RD., 63 FT. S. OF POWER POLE.
 AX0897'
 AX0897'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.1 FT.,
 AX0897'STAMPED ---ET-BRUSHY 1962---.
 AX0897
 AX0897                          STATION RECOVERY (1972)
 AX0897
 AX0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AX0897'1.85 MI NW FROM CORDELE.
 AX0897'ABOUT 1.0 MILE WEST ALONG CORDELE ROAD FROM THE METHODIST CHURCH AT
 AX0897'CORDELE, THENCE 0.85 MILE NORTH ALONG A GRAVEL ROAD, AT A PIPE LINE
 AX0897'CROSSING THE ROAD, 22 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD,
 AX0897'32 FEET SOUTH OF A CONCRETE POST PROJECTING 4 1/2 FEET ABOVE THE LEVEL
 AX0897'OF THE GROUND BEARING SIGNS TRUNK LINE GAS CO, 2 1/2 FEET WEST OF A
 AX0897'FENCE LINE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AX0897'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 AX0897'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2743 ***********************************************************************
 AX2743  DESIGNATION -  ET CLARK
 AX2743  PID         -  AX2743
 AX2743  STATE/COUNTY-  TX/JACKSON
 AX2743  USGS QUAD   -  CORDELE (1981)
 AX2743
 AX2743                         *CURRENT SURVEY CONTROL
 AX2743  ___________________________________________________________________
 AX2743* NAD 83(1993)-  29 14 36.37044(N)    096 40 20.02432(W)     ADJUSTED  
 AX2743* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 AX2743  ___________________________________________________________________
 AX2743  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AX2743  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2743
 AX2743  HORZ ORDER  -  THIRD
 AX2743
 AX2743.The horizontal coordinates were established by classical geodetic methods
 AX2743.and adjusted by the National Geodetic Survey in February 1996..
 AX2743
 AX2743.The orthometric height was scaled from a topographic map.
 AX2743
 AX2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2743
 AX2743.The geoid height was determined by GEOID03.
 AX2743
 AX2743;                    North         East     Units Scale Factor Converg.
 AX2743;SPC TXSC     - 4,158,528.253   826,236.385   MT  0.99986451   +1 08 25.5
 AX2743;SPC TXSC     -13,643,438.11  2,710,743.87   sFT  0.99986451   +1 08 25.5
 AX2743;UTM  14      - 3,237,202.510   726,224.235   MT  1.00023155   +1 08 15.5
 AX2743
 AX2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2743!SPC TXSC     -   0.99999785  x   0.99986451  =   0.99986236
 AX2743!UTM  14      -   0.99999785  x   1.00023155  =   1.00022940
 AX2743
 AX2743:                Primary Azimuth Mark                     Grid Az
 AX2743:SPC TXSC     -  ET GREEN                                 142 25 38.6
 AX2743:UTM  14      -  ET GREEN                                 142 25 48.6
 AX2743
 AX2743|---------------------------------------------------------------------|
 AX2743| PID    Reference Object                     Distance      Geod. Az  |
 AX2743|                                                           dddmmss.s |
 AX2743| AX2742 ET GREEN                            APPROX. 2.0 KM 1433404.1 |
 AX2743|---------------------------------------------------------------------|
 AX2743
 AX2743                          SUPERSEDED SURVEY CONTROL
 AX2743
 AX2743  NAD 83(1986)-  29 14 36.38439(N)    096 40 20.01079(W) AD(       ) 3
 AX2743  NAD 27      -  29 14 35.50002(N)    096 40 19.10552(W) AD(       ) 3
 AX2743
 AX2743.Superseded values are not recommended for survey control.
 AX2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2743.See file dsdata.txt to determine how the superseded data were derived.
 AX2743
 AX2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2622437203(NAD 83)
 AX2743_MARKER: DD = SURVEY DISK
 AX2743_SETTING: 0 = UNSPECIFIED SETTING
 AX2743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2743
 AX2743  HISTORY     - Date     Condition        Report By
 AX2743  HISTORY     - 1962     MONUMENTED       USGS
 AX2743
 AX2743                          STATION DESCRIPTION
 AX2743
 AX2743'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2743'EDNA, 3.4 MI. NE. ALONG U.S. HIGHWAY 59 TO JUNCTION WITH FARM ROAD
 AX2743'530, THENCE N. ALONG FARM ROAD 530 FOR 18.8 MI. TO SHARP BEND IN RD.,
 AX2743'2.4 MI. SE. OF SPEAKS, 49 FT. SW. OF CENTERLINE OF HIGHWAY, 1 FT. NE.
 AX2743'OF RIGHT-OF-WAY FENCE.
 AX2743'
 AX2743'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.2 FT.,
 AX2743'STAMPED ---ET-CLARK 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2718 ***********************************************************************
 AX2718  DESIGNATION -  ET COLORADO
 AX2718  PID         -  AX2718
 AX2718  STATE/COUNTY-  TX/COLORADO
 AX2718  USGS QUAD   -  SHERIDAN SE (1981)
 AX2718
 AX2718                         *CURRENT SURVEY CONTROL
 AX2718  ___________________________________________________________________
 AX2718* NAD 83(1993)-  29 16 47.05548(N)    096 36 47.21134(W)     ADJUSTED  
 AX2718* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 AX2718  ___________________________________________________________________
 AX2718  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AX2718  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX2718
 AX2718  HORZ ORDER  -  THIRD
 AX2718
 AX2718.The horizontal coordinates were established by classical geodetic methods
 AX2718.and adjusted by the National Geodetic Survey in February 1996..
 AX2718
 AX2718.The orthometric height was scaled from a topographic map.
 AX2718
 AX2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2718
 AX2718.The geoid height was determined by GEOID03.
 AX2718
 AX2718;                    North         East     Units Scale Factor Converg.
 AX2718;SPC TXSC     - 4,162,666.325   831,898.862   MT  0.99986370   +1 10 09.7
 AX2718;SPC TXSC     -13,657,014.43  2,729,321.52   sFT  0.99986370   +1 10 09.7
 AX2718;UTM  14      - 3,241,341.960   731,889.037   MT  1.00026357   +1 10 04.4
 AX2718
 AX2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2718!SPC TXSC     -   0.99999754  x   0.99986370  =   0.99986124
 AX2718!UTM  14      -   0.99999754  x   1.00026357  =   1.00026111
 AX2718
 AX2718:                Primary Azimuth Mark                     Grid Az
 AX2718:SPC TXSC     -  K 853                                    083 11 58.0
 AX2718:UTM  14      -  K 853                                    083 12 03.3
 AX2718
 AX2718|---------------------------------------------------------------------|
 AX2718| PID    Reference Object                     Distance      Geod. Az  |
 AX2718|                                                           dddmmss.s |
 AX2718| AX0729 K 853                               APPROX. 3.2 KM 0842207.7 |
 AX2718|---------------------------------------------------------------------|
 AX2718
 AX2718                          SUPERSEDED SURVEY CONTROL
 AX2718
 AX2718  NAD 83(1986)-  29 16 47.06965(N)    096 36 47.19743(W) AD(       ) 3
 AX2718  NAD 27      -  29 16 46.17754(N)    096 36 46.29548(W) AD(       ) 3
 AX2718
 AX2718.Superseded values are not recommended for survey control.
 AX2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2718.See file dsdata.txt to determine how the superseded data were derived.
 AX2718
 AX2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3188941342(NAD 83)
 AX2718_MARKER: DD = SURVEY DISK
 AX2718_SETTING: 0 = UNSPECIFIED SETTING
 AX2718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2718
 AX2718  HISTORY     - Date     Condition        Report By
 AX2718  HISTORY     - 1962     MONUMENTED       USGS
 AX2718
 AX2718                          STATION DESCRIPTION
 AX2718
 AX2718'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2718'EDNA, 3.4 MI. NE. OF ALONG U.S. HIGHWAY 59 TO JUNCTION WITH FARM ROAD
 AX2718'530, THENCE 22.6 MI. N. ON FARM ROAD 530 TO T-RD. E., 1.2 MI. N. OF
 AX2718'SPEAKS, THENCE 5.4 MI. E. ALONG DIRT RD. TO PRIVATE RD. CROSSING, 20
 AX2718'FT. N. OF CENTERLINE RD., 35 FT. W. OF CENTERLINE RD., 2 FT. NW. OF
 AX2718'POWERLINE POLE.
 AX2718'
 AX2718'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.2 FT.,
 AX2718'STAMPED ---ET-COLORADO 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5786 ***********************************************************************
 AH5786  DESIGNATION -  ET GEORGE
 AH5786  PID         -  AH5786
 AH5786  STATE/COUNTY-  TX/WILLIAMSON
 AH5786  USGS QUAD   -  ROUND ROCK (1987)
 AH5786
 AH5786                         *CURRENT SURVEY CONTROL
 AH5786  ___________________________________________________________________
 AH5786* NAD 83(1993)-  30 35 13.74987(N)    097 40 54.48792(W)     ADJUSTED  
 AH5786* NAVD 88     -       288.7    (meters)     947.     (feet)  VERTCON   
 AH5786  ___________________________________________________________________
 AH5786  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AH5786  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AH5786
 AH5786  HORZ ORDER  -  THIRD
 AH5786
 AH5786.The horizontal coordinates were established by classical geodetic methods
 AH5786.and adjusted by the National Geodetic Survey in July 1998..
 AH5786
 AH5786.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5786
 AH5786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5786
 AH5786.The geoid height was determined by GEOID03.
 AH5786
 AH5786;                    North         East     Units Scale Factor Converg.
 AH5786;SPC TX C     - 3,105,071.426   954,269.365   MT  0.99990771   +1 21 56.5
 AH5786;SPC TX C     -10,187,221.84  3,130,798.74   sFT  0.99990771   +1 21 56.5
 AH5786;UTM  14      - 3,384,589.441   626,387.452   MT  0.99979706   +0 40 15.1
 AH5786
 AH5786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5786!SPC TX C     -   0.99995875  x   0.99990771  =   0.99986646
 AH5786!UTM  14      -   0.99995875  x   0.99979706  =   0.99975582
 AH5786
 AH5786                          SUPERSEDED SURVEY CONTROL
 AH5786
 AH5786  NGVD 29 (07/28/98)  288.6    (m)          947.     (f) VERT ANG       
 AH5786
 AH5786.Superseded values are not recommended for survey control.
 AH5786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5786.See file dsdata.txt to determine how the superseded data were derived.
 AH5786
 AH5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2638784589(NAD 83)
 AH5786_MARKER: DS = TRIANGULATION STATION DISK
 AH5786_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5786_PROJECTION: FLUSH
 AH5786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5786+STABILITY: SURFACE MOTION
 AH5786
 AH5786  HISTORY     - Date     Condition        Report By
 AH5786  HISTORY     - 1962     MONUMENTED       USGS
 AH5786
 AH5786                          STATION DESCRIPTION
 AH5786
 AH5786'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5786'GEORGETOWN, 3.2 MI. S. AND 0.2 MI. W. OF, ABOUT 300 FT. S. OF A FARM
 AH5786'HOUSE IN A GAP IN A ROW OF TREES, 36 FT. N. AND 16 FT. W. OF N-S.
 AH5786'GRADED RD. AT DRIVEWAY E., 1 FT. W. OF FENCE.
 AH5786'TO REACH FROM THE COURTHOUSE IN GEORGETOWN, GO 2.4 MI. SW. ALONG U.S.
 AH5786'HIGHWAY 81 TO A GRADED RD. S., TURN LEFT (S.) 1.2 MI. TO THE TOP OF
 AH5786'THE HILL AND THE STATION ON THE RIGHT.
 AH5786'STATION MARK--STANDARD TABLET STAMPED---ET-GEORGE 1962---, IN A
 AH5786'CONCRETE POST PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2752 ***********************************************************************
 AX2752  DESIGNATION -  ET GOOD
 AX2752  PID         -  AX2752
 AX2752  STATE/COUNTY-  TX/LAVACA
 AX2752  USGS QUAD   -  HOPE (1981)
 AX2752
 AX2752                         *CURRENT SURVEY CONTROL
 AX2752  ___________________________________________________________________
 AX2752* NAD 83(1993)-  29 10 04.81262(N)    096 55 03.08095(W)     ADJUSTED  
 AX2752* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 AX2752  ___________________________________________________________________
 AX2752  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AX2752  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX2752
 AX2752  HORZ ORDER  -  THIRD
 AX2752
 AX2752.The horizontal coordinates were established by classical geodetic methods
 AX2752.and adjusted by the National Geodetic Survey in February 1996..
 AX2752
 AX2752.The orthometric height was scaled from a topographic map.
 AX2752
 AX2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2752
 AX2752.The geoid height was determined by GEOID03.
 AX2752
 AX2752;                    North         East     Units Scale Factor Converg.
 AX2752;SPC TXSC     - 4,149,720.288   802,547.793   MT  0.99986746   +1 01 12.8
 AX2752;SPC TXSC     -13,614,540.64  2,633,025.55   sFT  0.99986746   +1 01 12.8
 AX2752;UTM  14      - 3,228,393.499   702,527.892   MT  1.00010617   +1 00 55.0
 AX2752
 AX2752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2752!SPC TXSC     -   0.99999597  x   0.99986746  =   0.99986343
 AX2752!UTM  14      -   0.99999597  x   1.00010617  =   1.00010214
 AX2752
 AX2752:                Primary Azimuth Mark                     Grid Az
 AX2752:SPC TXSC     -  TERRY                                    278 27 13.8
 AX2752:UTM  14      -  TERRY                                    278 27 31.6
 AX2752
 AX2752|---------------------------------------------------------------------|
 AX2752| PID    Reference Object                     Distance      Geod. Az  |
 AX2752|                                                           dddmmss.s |
 AX2752| AX2751 TERRY                               APPROX. 3.4 KM 2792826.6 |
 AX2752|---------------------------------------------------------------------|
 AX2752
 AX2752                          SUPERSEDED SURVEY CONTROL
 AX2752
 AX2752  NAD 83(1986)-  29 10 04.82377(N)    096 55 03.06927(W) AD(       ) 3
 AX2752  NAD 27      -  29 10 03.91800(N)    096 55 02.13261(W) AD(       ) 3
 AX2752
 AX2752.Superseded values are not recommended for survey control.
 AX2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2752.See file dsdata.txt to determine how the superseded data were derived.
 AX2752
 AX2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT0252828393(NAD 83)
 AX2752_MARKER: DD = SURVEY DISK
 AX2752_SETTING: 0 = UNSPECIFIED SETTING
 AX2752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2752+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2004
 AX2752
 AX2752  HISTORY     - Date     Condition        Report By
 AX2752  HISTORY     - 1962     MONUMENTED       USGS
 AX2752  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX2752  HISTORY     - 20040120 GOOD             INDIV
 AX2752
 AX2752                          STATION DESCRIPTION
 AX2752
 AX2752'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2752'YOAKUM, 12.9 MI. SE. OF INTERSECTION U.S. HIGHWAY 77A AND STATE
 AX2752'HIGHWAY 111, ALONG HIGHWAY 111 TO INTERSECTION WITH U.S. HIGHWAY 77,
 AX2752'THENCE 4.8 MI. SE. ALONG HIGHWAY 111 TO CONCRETE BOX CULVERT, 21-1/2
 AX2752'FT. S. OF CENTERLINE RD., 10.9 FT. W. OF CENTERLINE DRAIN, 1 FT. E.
 AX2752'OF W. END OF S. ABUTMENT, IN TOP OF S. ABUTMENT.
 AX2752'
 AX2752'STATION MARK--STANDARD TABLET STAMPED ---ET-GOOD 1962---.
 AX2752
 AX2752                          STATION RECOVERY (1997)
 AX2752
 AX2752'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2752'MARK NOT FOUND.
 AX2752
 AX2752                          STATION RECOVERY (2004)
 AX2752
 AX2752'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RC)
 AX2752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5787 ***********************************************************************
 AH5787  DESIGNATION -  ET GRAPE
 AH5787  PID         -  AH5787
 AH5787  STATE/COUNTY-  TX/WILLIAMSON
 AH5787  USGS QUAD   -  FLORENCE (1976)
 AH5787
 AH5787                         *CURRENT SURVEY CONTROL
 AH5787  ___________________________________________________________________
 AH5787* NAD 83(1993)-  30 45 28.51430(N)    097 51 52.23736(W)     ADJUSTED  
 AH5787* NAVD 88     -       328.5    (meters)    1078.     (feet)  VERTCON   
 AH5787  ___________________________________________________________________
 AH5787  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 AH5787  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH5787
 AH5787  HORZ ORDER  -  THIRD
 AH5787
 AH5787.The horizontal coordinates were established by classical geodetic methods
 AH5787.and adjusted by the National Geodetic Survey in July 1998..
 AH5787
 AH5787.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5787
 AH5787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5787
 AH5787.The geoid height was determined by GEOID03.
 AH5787
 AH5787;                    North         East     Units Scale Factor Converg.
 AH5787;SPC TX C     - 3,123,593.591   936,331.405   MT  0.99989072   +1 16 17.7
 AH5787;SPC TX C     -10,247,989.97  3,071,947.28   sFT  0.99989072   +1 16 17.7
 AH5787;UTM  14      - 3,403,324.738   608,677.010   MT  0.99974569   +0 34 50.7
 AH5787
 AH5787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5787!SPC TX C     -   0.99995248  x   0.99989072  =   0.99984321
 AH5787!UTM  14      -   0.99995248  x   0.99974569  =   0.99969818
 AH5787
 AH5787                          SUPERSEDED SURVEY CONTROL
 AH5787
 AH5787  NGVD 29 (07/28/98)  328.4    (m)         1077.     (f) VERT ANG       
 AH5787
 AH5787.Superseded values are not recommended for survey control.
 AH5787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5787.See file dsdata.txt to determine how the superseded data were derived.
 AH5787
 AH5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV0867703325(NAD 83)
 AH5787_MARKER: DS = TRIANGULATION STATION DISK
 AH5787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5787_PROJECTION: FLUSH
 AH5787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5787+STABILITY: SURFACE MOTION
 AH5787
 AH5787  HISTORY     - Date     Condition        Report By
 AH5787  HISTORY     - 1962     MONUMENTED       USGS
 AH5787
 AH5787                          STATION DESCRIPTION
 AH5787
 AH5787'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5787'ANDICE, 1.7 MI. S. AND 0.7 MI. W. OF, 27 FT. S. OF OILED RD., 1.0 FT.
 AH5787'N. OF FENCE, 15 FT. E. OF GRAPE VINE, 485 FT. W. OF T-FENCE S., 1080
 AH5787'FT. W. OF DRIVEWAY S., AND 4.5 FT. W. OF AN IRON FENCE POST.
 AH5787'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 183 AND STATE HIGHWAY 29,
 AH5787'GO N. ON HIGHWAY 183 7.0 MI. TO AN OILED RD. NE., TURN RIGHT (NE.) 0.7
 AH5787'MI. AND THE STATION ON THE RIGHT.
 AH5787'STATION MARK--STANDARD TABLET STAMPED---ET GRAPE 1962---, IN A
 AH5787'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2746 ***********************************************************************
 AX2746  DESIGNATION -  ET GRAY
 AX2746  PID         -  AX2746
 AX2746  STATE/COUNTY-  TX/LAVACA
 AX2746  USGS QUAD   -  MORALES (1981)
 AX2746
 AX2746                         *CURRENT SURVEY CONTROL
 AX2746  ___________________________________________________________________
 AX2746* NAD 83(1993)-  29 08 50.23244(N)    096 50 06.65752(W)     ADJUSTED  
 AX2746* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 AX2746  ___________________________________________________________________
 AX2746  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AX2746  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2746
 AX2746  HORZ ORDER  -  THIRD
 AX2746
 AX2746.The horizontal coordinates were established by classical geodetic methods
 AX2746.and adjusted by the National Geodetic Survey in February 1996..
 AX2746
 AX2746.The orthometric height was scaled from a topographic map.
 AX2746
 AX2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2746
 AX2746.The geoid height was determined by GEOID03.
 AX2746
 AX2746;                    North         East     Units Scale Factor Converg.
 AX2746;SPC TXSC     - 4,147,570.201   810,598.003   MT  0.99986857   +1 03 38.1
 AX2746;SPC TXSC     -13,607,486.57  2,659,436.95   sFT  0.99986857   +1 03 38.1
 AX2746;UTM  14      - 3,226,242.101   710,579.983   MT  1.00014722   +1 03 17.2
 AX2746
 AX2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2746!SPC TXSC     -   0.99999770  x   0.99986857  =   0.99986627
 AX2746!UTM  14      -   0.99999770  x   1.00014722  =   1.00014492
 AX2746
 AX2746:                Primary Azimuth Mark                     Grid Az
 AX2746:SPC TXSC     -  ET JACK                                  105 13 17.8
 AX2746:UTM  14      -  ET JACK                                  105 13 38.7
 AX2746
 AX2746|---------------------------------------------------------------------|
 AX2746| PID    Reference Object                     Distance      Geod. Az  |
 AX2746|                                                           dddmmss.s |
 AX2746| AX2745 ET JACK                             APPROX. 2.7 KM 1061655.9 |
 AX2746|---------------------------------------------------------------------|
 AX2746
 AX2746                          SUPERSEDED SURVEY CONTROL
 AX2746
 AX2746  NAD 83(1986)-  29 08 50.24422(N)    096 50 06.64511(W) AD(       ) 3
 AX2746  NAD 27      -  29 08 49.33897(N)    096 50 05.71718(W) AD(       ) 3
 AX2746
 AX2746.Superseded values are not recommended for survey control.
 AX2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2746.See file dsdata.txt to determine how the superseded data were derived.
 AX2746
 AX2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT1058026242(NAD 83)
 AX2746_MARKER: DD = SURVEY DISK
 AX2746_SETTING: 0 = UNSPECIFIED SETTING
 AX2746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2746
 AX2746  HISTORY     - Date     Condition        Report By
 AX2746  HISTORY     - 1962     MONUMENTED       USGS
 AX2746
 AX2746                          STATION DESCRIPTION
 AX2746
 AX2746'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2746'YOAKUM, 12.9 MI. SE. OF INTERSECTION OF U.S. HIGHWAY 77A AND STATE
 AX2746'HIGHWAY 111, ALONG HIGHWAY 111 TO INTERSECTION WITH U.S. HIGHWAY 77,
 AX2746'THENCE 10.0 MI. SE. ON HIGHWAY 111 TO CONCRETE BOX CULVERT, 21.5 FT.
 AX2746'N. OF CENTERLINE HIGHWAY, 7 FT. E. OF CENTERLINE DRAIN, 1/2 FT. W. OF
 AX2746'E. END OF N. HEADWALL OF CONCRETE BOX CULVERT, SET IN HEADWALL OF
 AX2746'CONCRETE BOX CULVERT.
 AX2746'
 AX2746'STATION MARK--STANDARD TABLET STAMPED ---ET-GRAY 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2742 ***********************************************************************
 AX2742  DESIGNATION -  ET GREEN
 AX2742  PID         -  AX2742
 AX2742  STATE/COUNTY-  TX/JACKSON
 AX2742  USGS QUAD   -  CORDELE (1981)
 AX2742
 AX2742                         *CURRENT SURVEY CONTROL
 AX2742  ___________________________________________________________________
 AX2742* NAD 83(1993)-  29 13 43.01759(N)    096 39 35.12939(W)     ADJUSTED  
 AX2742* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 AX2742  ___________________________________________________________________
 AX2742  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AX2742  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2742
 AX2742  HORZ ORDER  -  THIRD
 AX2742
 AX2742.The horizontal coordinates were established by classical geodetic methods
 AX2742.and adjusted by the National Geodetic Survey in February 1996..
 AX2742
 AX2742.The orthometric height was scaled from a topographic map.
 AX2742
 AX2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2742
 AX2742.The geoid height was determined by GEOID03.
 AX2742
 AX2742;                    North         East     Units Scale Factor Converg.
 AX2742;SPC TXSC     - 4,156,910.322   827,481.128   MT  0.99986495   +1 08 47.5
 AX2742;SPC TXSC     -13,638,129.95  2,714,827.67   sFT  0.99986495   +1 08 47.5
 AX2742;UTM  14      - 3,235,583.915   727,469.354   MT  1.00023852   +1 08 35.6
 AX2742
 AX2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2742!SPC TXSC     -   0.99999786  x   0.99986495  =   0.99986281
 AX2742!UTM  14      -   0.99999786  x   1.00023852  =   1.00023638
 AX2742
 AX2742:                Primary Azimuth Mark                     Grid Az
 AX2742:SPC TXSC     -  ET CLARK                                 322 25 38.5
 AX2742:UTM  14      -  ET CLARK                                 322 25 50.4
 AX2742
 AX2742|---------------------------------------------------------------------|
 AX2742| PID    Reference Object                     Distance      Geod. Az  |
 AX2742|                                                           dddmmss.s |
 AX2742| AX2743 ET CLARK                            APPROX. 2.0 KM 3233426.0 |
 AX2742|---------------------------------------------------------------------|
 AX2742
 AX2742                          SUPERSEDED SURVEY CONTROL
 AX2742
 AX2742  NAD 83(1986)-  29 13 43.03145(N)    096 39 35.11578(W) AD(       ) 3
 AX2742  NAD 27      -  29 13 42.14491(N)    096 39 34.21201(W) AD(       ) 3
 AX2742
 AX2742.Superseded values are not recommended for survey control.
 AX2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2742.See file dsdata.txt to determine how the superseded data were derived.
 AX2742
 AX2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2746935584(NAD 83)
 AX2742_MARKER: DD = SURVEY DISK
 AX2742_SETTING: 0 = UNSPECIFIED SETTING
 AX2742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2742
 AX2742  HISTORY     - Date     Condition        Report By
 AX2742  HISTORY     - 1962     MONUMENTED       USGS
 AX2742
 AX2742                          STATION DESCRIPTION
 AX2742
 AX2742'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2742'EDNA, 3.4 MI. NE. ALONG U.S. HIGHWAY 59 TO JUNCTION WITH FARM ROAD
 AX2742'530, THENCE N. ALONG FARM ROAD 530 FOR 17.6 MI. TO JUNCTION WITH FARM
 AX2742'ROAD 1300, THENCE E. ALONG FARM ROAD 1300 FOR 0.25 MI., 1254 FT. E.
 AX2742'OF RD. JUNCTION, 50 FT. S. OF CENTERLINE RD., 1/2 FT. N. OF
 AX2742'RIGHT-OF-WAY FENCE.
 AX2742'
 AX2742'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.2 FT.,
 AX2742'STAMPED ---ET-GREEN 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0642 ***********************************************************************
 AX0642  DESIGNATION -  ET HAYNES
 AX0642  PID         -  AX0642
 AX0642  STATE/COUNTY-  TX/JACKSON
 AX0642  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0642
 AX0642                         *CURRENT SURVEY CONTROL
 AX0642  ___________________________________________________________________
 AX0642* NAD 83(1993)-  29 05 43.73450(N)    096 44 12.82185(W)     ADJUSTED  
 AX0642* NAVD 88     -        30.487  (meters)     100.02   (feet)  ADJUSTED  
 AX0642  ___________________________________________________________________
 AX0642  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AX0642  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0642  DYNAMIC HT  -          30.444 (meters)      99.88  (feet)  COMP
 AX0642  MODELED GRAV-     979,220.8   (mgal)                       NAVD 88
 AX0642
 AX0642  HORZ ORDER  -  THIRD
 AX0642  VERT ORDER  -  FIRST     CLASS I
 AX0642
 AX0642.The horizontal coordinates were established by classical geodetic methods
 AX0642.and adjusted by the National Geodetic Survey in February 1996..
 AX0642
 AX0642.The orthometric height was determined by differential leveling
 AX0642.and adjusted by the National Geodetic Survey in June 1991..
 AX0642
 AX0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0642
 AX0642.The geoid height was determined by GEOID03.
 AX0642
 AX0642.The dynamic height is computed by dividing the NAVD 88
 AX0642.geopotential number by the normal gravity value computed on the
 AX0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0642.degrees latitude (g = 980.6199 gals.).
 AX0642
 AX0642.The modeled gravity was interpolated from observed gravity values.
 AX0642
 AX0642;                    North         East     Units Scale Factor Converg.
 AX0642;SPC TXSC     - 4,142,011.080   820,269.559   MT  0.99987192   +1 06 31.4
 AX0642;SPC TXSC     -13,589,248.02  2,691,167.71   sFT  0.99987192   +1 06 31.4
 AX0642;UTM  14      - 3,220,680.152   720,253.807   MT  1.00019867   +1 06 03.3
 AX0642
 AX0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0642!SPC TXSC     -   0.99999951  x   0.99987192  =   0.99987143
 AX0642!UTM  14      -   0.99999951  x   1.00019867  =   1.00019818
 AX0642
 AX0642:                Primary Azimuth Mark                     Grid Az
 AX0642:SPC TXSC     -  ET BEND                                  131 03 34.3
 AX0642:UTM  14      -  ET BEND                                  131 04 02.4
 AX0642
 AX0642|---------------------------------------------------------------------|
 AX0642| PID    Reference Object                     Distance      Geod. Az  |
 AX0642|                                                           dddmmss.s |
 AX0642| AX0645 ET BEND                             APPROX. 2.1 KM 1321005.7 |
 AX0642|---------------------------------------------------------------------|
 AX0642
 AX0642                          SUPERSEDED SURVEY CONTROL
 AX0642
 AX0642  NAD 83(1986)-  29 05 43.74698(N)    096 44 12.80821(W) AD(       ) 3
 AX0642  NAD 27      -  29 05 42.84026(N)    096 44 11.88911(W) AD(       ) 3
 AX0642  NGVD 29 (??/??/92)   30.500  (m)          100.07   (f) ADJ UNCH    1 1
 AX0642
 AX0642.Superseded values are not recommended for survey control.
 AX0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0642.See file dsdata.txt to determine how the superseded data were derived.
 AX0642
 AX0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2025420680(NAD 83)
 AX0642_MARKER: DD = SURVEY DISK
 AX0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0642_STAMPING: ET HAYNES 1962 100
 AX0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0642+STABILITY: SURFACE MOTION
 AX0642
 AX0642  HISTORY     - Date     Condition        Report By
 AX0642  HISTORY     - 1962     MONUMENTED       USGS
 AX0642  HISTORY     - 1972     GOOD             NGS
 AX0642
 AX0642                          STATION DESCRIPTION
 AX0642
 AX0642'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX0642'EDNA, 10.2 MI. NW. OF ALONG STATE HIGHWAY 111, 2.7 MI. SE. OF MORALES,
 AX0642'AT CURVE IN HIGHWAY, 59 FT. SW. OF CENTERLINE HIGHWAY, 1 FT. NE. OF
 AX0642'RIGHT-OF-WAY FENCE, 107 FT. SE. OF CENTERLINE LANE SW.
 AX0642'
 AX0642'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.2 FT.,
 AX0642'STAMPED --ET-HAYNES 1962---.
 AX0642
 AX0642                          STATION RECOVERY (1972)
 AX0642
 AX0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AX0642'2.8 MI SE FROM MORALES.
 AX0642'ABOUT 0.15 MILE WEST ALONG OLD MORALES ROAD FROM THE MORALES BAPTIST
 AX0642'CHURCH AT MORALES, THENCE 2.65 MILES SOUTHEAST ALONG STATE HIGHWAY
 AX0642'111, 108 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING
 AX0642'SOUTHWEST, 60 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 85
 AX0642'FEET WEST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL FOR
 AX0642'A 3-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 61 1/2 FEET NORTHWEST OF
 AX0642'A FENCE JUNCTION, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, 2 FEET
 AX0642'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AX0642'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2745 ***********************************************************************
 AX2745  DESIGNATION -  ET JACK
 AX2745  PID         -  AX2745
 AX2745  STATE/COUNTY-  TX/JACKSON
 AX2745  USGS QUAD   -  MORALES (1981)
 AX2745
 AX2745                         *CURRENT SURVEY CONTROL
 AX2745  ___________________________________________________________________
 AX2745* NAD 83(1993)-  29 08 25.19748(N)    096 48 29.06547(W)     ADJUSTED  
 AX2745* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 AX2745  ___________________________________________________________________
 AX2745  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AX2745  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2745
 AX2745  HORZ ORDER  -  THIRD
 AX2745
 AX2745.The horizontal coordinates were established by classical geodetic methods
 AX2745.and adjusted by the National Geodetic Survey in February 1996..
 AX2745
 AX2745.The orthometric height was scaled from a topographic map.
 AX2745
 AX2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2745
 AX2745.The geoid height was determined by GEOID03.
 AX2745
 AX2745;                    North         East     Units Scale Factor Converg.
 AX2745;SPC TXSC     - 4,146,848.773   813,249.351   MT  0.99986897   +1 04 25.9
 AX2745;SPC TXSC     -13,605,119.68  2,668,135.58   sFT  0.99986897   +1 04 25.9
 AX2745;UTM  14      - 3,225,520.193   713,232.013   MT  1.00016110   +1 04 03.9
 AX2745
 AX2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2745!SPC TXSC     -   0.99999802  x   0.99986897  =   0.99986699
 AX2745!UTM  14      -   0.99999802  x   1.00016110  =   1.00015912
 AX2745
 AX2745:                Primary Azimuth Mark                     Grid Az
 AX2745:SPC TXSC     -  ET GRAY                                  285 13 17.5
 AX2745:UTM  14      -  ET GRAY                                  285 13 39.5
 AX2745
 AX2745|---------------------------------------------------------------------|
 AX2745| PID    Reference Object                     Distance      Geod. Az  |
 AX2745|                                                           dddmmss.s |
 AX2745| AX2746 ET GRAY                             APPROX. 2.7 KM 2861743.4 |
 AX2745|---------------------------------------------------------------------|
 AX2745
 AX2745                          SUPERSEDED SURVEY CONTROL
 AX2745
 AX2745  NAD 83(1986)-  29 08 25.20949(N)    096 48 29.05281(W) AD(       ) 3
 AX2745  NAD 27      -  29 08 24.30453(N)    096 48 28.12778(W) AD(       ) 3
 AX2745
 AX2745.Superseded values are not recommended for survey control.
 AX2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2745.See file dsdata.txt to determine how the superseded data were derived.
 AX2745
 AX2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT1323225520(NAD 83)
 AX2745_MARKER: DD = SURVEY DISK
 AX2745_SETTING: 0 = UNSPECIFIED SETTING
 AX2745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2745
 AX2745  HISTORY     - Date     Condition        Report By
 AX2745  HISTORY     - 1962     MONUMENTED       USGS
 AX2745
 AX2745                          STATION DESCRIPTION
 AX2745
 AX2745'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2745'YOAKUM, 12.9 MI. SE. OF INTERSECTION OF U.S. HIGHWAY 77A AND STATE
 AX2745'HIGHWAY 111, ALONG HIGHWAY 111, TO INTERSECTION WITH U.S. HIGHWAY 77,
 AX2745'THENCE 11.9 MI. SE. ON HIGHWAY 111 TO CONCRETE BOX CULVERT, 23.5 FT.
 AX2745'S. OF CENTERLINE HIGHWAY, 6 FT. E. OF CENTERLINE DRAIN, 1 FT. W. OF
 AX2745'E. END OF CONCRETE HEADWALL, SET FLUSH IN E. END OF S. CONCRETE
 AX2745'HEADWALL.
 AX2745'
 AX2745'STATION MARK--STANDARD TABLET STAMPED ---ET-JACK 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2747 ***********************************************************************
 AX2747  DESIGNATION -  ET LAVACA
 AX2747  PID         -  AX2747
 AX2747  STATE/COUNTY-  TX/LAVACA
 AX2747  USGS QUAD   -  MORALES (1981)
 AX2747
 AX2747                         *CURRENT SURVEY CONTROL
 AX2747  ___________________________________________________________________
 AX2747* NAD 83(1993)-  29 09 25.41371(N)    096 52 25.84855(W)     ADJUSTED  
 AX2747* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 AX2747  ___________________________________________________________________
 AX2747  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AX2747  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX2747
 AX2747  HORZ ORDER  -  THIRD
 AX2747
 AX2747.The horizontal coordinates were established by classical geodetic methods
 AX2747.and adjusted by the National Geodetic Survey in February 1996..
 AX2747
 AX2747.The orthometric height was scaled from a topographic map.
 AX2747
 AX2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2747
 AX2747.The geoid height was determined by GEOID03.
 AX2747
 AX2747;                    North         East     Units Scale Factor Converg.
 AX2747;SPC TXSC     - 4,148,584.052   806,817.400   MT  0.99986803   +1 02 29.9
 AX2747;SPC TXSC     -13,610,812.84  2,647,033.42   sFT  0.99986803   +1 02 29.9
 AX2747;UTM  14      - 3,227,256.595   706,798.461   MT  1.00012774   +1 02 10.5
 AX2747
 AX2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2747!SPC TXSC     -   0.99999849  x   0.99986803  =   0.99986652
 AX2747!UTM  14      -   0.99999849  x   1.00012774  =   1.00012623
 AX2747
 AX2747:                Primary Azimuth Mark                     Grid Az
 AX2747:SPC TXSC     -  ET GRAY                                  105 00 43.0
 AX2747:UTM  14      -  ET GRAY                                  105 01 02.4
 AX2747
 AX2747|---------------------------------------------------------------------|
 AX2747| PID    Reference Object                     Distance      Geod. Az  |
 AX2747|                                                           dddmmss.s |
 AX2747| AX2746 ET GRAY                             APPROX. 3.9 KM 1060312.9 |
 AX2747|---------------------------------------------------------------------|
 AX2747
 AX2747                          SUPERSEDED SURVEY CONTROL
 AX2747
 AX2747  NAD 83(1986)-  29 09 25.42518(N)    096 52 25.83649(W) AD(       ) 3
 AX2747  NAD 27      -  29 09 24.51961(N)    096 52 24.90448(W) AD(       ) 3
 AX2747
 AX2747.Superseded values are not recommended for survey control.
 AX2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2747.See file dsdata.txt to determine how the superseded data were derived.
 AX2747
 AX2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT0679827257(NAD 83)
 AX2747_MARKER: DD = SURVEY DISK
 AX2747_SETTING: 0 = UNSPECIFIED SETTING
 AX2747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2747
 AX2747  HISTORY     - Date     Condition        Report By
 AX2747  HISTORY     - 1962     MONUMENTED       USGS
 AX2747
 AX2747                          STATION DESCRIPTION
 AX2747
 AX2747'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2747'YOAKUM, 12.9 MI. SE. OF INTERSECTION OF U.S. HIGHWAY 77A AND STATE
 AX2747'HIGHWAY 111, ALONG HIGHWAY 111 TO INTERSECTION WITH U.S. HIGHWAY 77,
 AX2747'THENCE 7.5 MI. SE. ON HIGHWAY 111 TO LAVACA RIVER, AT E. END OF
 AX2747'CONCRETE BRIDGE, 18 FT. N. OF CENTERLINE HIGHWAY, 1 FT. N. AND 1/2
 AX2747'FT. E. OF E. END OF N. RAILING OF BRIDGE, SET IN CONCRETE APRON OF
 AX2747'BRIDGE.
 AX2747'
 AX2747'STATION MARK--STANDARD TABLET STAMPED ---ET-LAVACA 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5788 ***********************************************************************
 AH5788  DESIGNATION -  ET MASON
 AH5788  PID         -  AH5788
 AH5788  STATE/COUNTY-  TX/WILLIAMSON
 AH5788  USGS QUAD   -  LEANDER (1987)
 AH5788
 AH5788                         *CURRENT SURVEY CONTROL
 AH5788  ___________________________________________________________________
 AH5788* NAD 83(1993)-  30 33 58.59136(N)    097 50 46.06800(W)     ADJUSTED  
 AH5788* NAVD 88     -       305.5    (meters)    1002.     (feet)  VERTCON   
 AH5788  ___________________________________________________________________
 AH5788  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AH5788  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AH5788
 AH5788  HORZ ORDER  -  THIRD
 AH5788
 AH5788.The horizontal coordinates were established by classical geodetic methods
 AH5788.and adjusted by the National Geodetic Survey in July 1998..
 AH5788
 AH5788.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5788
 AH5788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5788
 AH5788.The geoid height was determined by GEOID03.
 AH5788
 AH5788;                    North         East     Units Scale Factor Converg.
 AH5788;SPC TX C     - 3,102,393.729   938,565.555   MT  0.99991039   +1 16 51.8
 AH5788;SPC TX C     -10,178,436.76  3,079,277.16   sFT  0.99991039   +1 16 51.8
 AH5788;UTM  14      - 3,382,102.634   610,654.470   MT  0.99975105   +0 35 12.6
 AH5788
 AH5788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5788!SPC TX C     -   0.99995605  x   0.99991039  =   0.99986645
 AH5788!UTM  14      -   0.99995605  x   0.99975105  =   0.99970711
 AH5788
 AH5788                          SUPERSEDED SURVEY CONTROL
 AH5788
 AH5788  NGVD 29 (07/28/98)  305.4    (m)         1002.     (f) VERT ANG       
 AH5788
 AH5788.Superseded values are not recommended for survey control.
 AH5788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5788.See file dsdata.txt to determine how the superseded data were derived.
 AH5788
 AH5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1065482103(NAD 83)
 AH5788_MARKER: DS = TRIANGULATION STATION DISK
 AH5788_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5788_PROJECTION: FLUSH
 AH5788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5788+STABILITY: SURFACE MOTION
 AH5788
 AH5788  HISTORY     - Date     Condition        Report By
 AH5788  HISTORY     - 1962     MONUMENTED       USGS
 AH5788
 AH5788                          STATION DESCRIPTION
 AH5788
 AH5788'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5788'LEANDER, 0.8 MI. S. AND 0.7 MI. E. OF, ABOUT 400 FT. E. OF U.S.
 AH5788'HIGHWAY 183, ABOUT 700 FT. N. OF A TENANT HOUSE, 83 FT. S. OF A
 AH5788'Y-FIELD RD., 59 FT. E. OF THE FIELD RD. AND 10 FT. W. OF THE W. EDGE
 AH5788'OF A CEDAR THICKET ON THE W. SIDE OF A HILL.
 AH5788'TO REACH FROM LEANDER, GO S. ON U.S. HIGHWAY 183 1.1 MI. TO A DRIVEWAY
 AH5788'E., TURN E. THROUGH GATE, THENCE N. ON A DIM RD. 0.25 MI. TO THE
 AH5788'STATION ON THE RIGHT.
 AH5788'STATION MARK--STANDARD TABLET STAMPED---ET MASON 1962---, IN CONCRETE
 AH5788'POST PROJECTING 8 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2744 ***********************************************************************
 AX2744  DESIGNATION -  ET MORALES
 AX2744  PID         -  AX2744
 AX2744  STATE/COUNTY-  TX/JACKSON
 AX2744  USGS QUAD   -  MORALES (1981)
 AX2744
 AX2744                         *CURRENT SURVEY CONTROL
 AX2744  ___________________________________________________________________
 AX2744* NAD 83(1993)-  29 07 47.34972(N)    096 45 56.99639(W)     ADJUSTED  
 AX2744* NAVD 88     -        36.     (meters)     118.     (feet)  SCALED    
 AX2744  ___________________________________________________________________
 AX2744  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AX2744  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX2744
 AX2744  HORZ ORDER  -  THIRD
 AX2744
 AX2744.The horizontal coordinates were established by classical geodetic methods
 AX2744.and adjusted by the National Geodetic Survey in February 1996..
 AX2744
 AX2744.The orthometric height was scaled from a topographic map.
 AX2744
 AX2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2744
 AX2744.The geoid height was determined by GEOID03.
 AX2744
 AX2744;                    North         East     Units Scale Factor Converg.
 AX2744;SPC TXSC     - 4,145,761.634   817,380.718   MT  0.99986961   +1 05 40.4
 AX2744;SPC TXSC     -13,601,552.96  2,681,689.91   sFT  0.99986961   +1 05 40.4
 AX2744;UTM  14      - 3,224,432.269   717,364.511   MT  1.00018306   +1 05 16.8
 AX2744
 AX2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2744!SPC TXSC     -   0.99999865  x   0.99986961  =   0.99986826
 AX2744!UTM  14      -   0.99999865  x   1.00018306  =   1.00018171
 AX2744
 AX2744:                Primary Azimuth Mark                     Grid Az
 AX2744:SPC TXSC     -  ET JACK                                  284 44 33.6
 AX2744:UTM  14      -  ET JACK                                  284 44 57.2
 AX2744
 AX2744|---------------------------------------------------------------------|
 AX2744| PID    Reference Object                     Distance      Geod. Az  |
 AX2744|                                                           dddmmss.s |
 AX2744| AX2745 ET JACK                             APPROX. 4.3 KM 2855014.0 |
 AX2744|---------------------------------------------------------------------|
 AX2744
 AX2744                          SUPERSEDED SURVEY CONTROL
 AX2744
 AX2744  NAD 83(1986)-  29 07 47.36210(N)    096 45 56.98333(W) AD(       ) 3
 AX2744  NAD 27      -  29 07 46.45770(N)    096 45 56.06269(W) AD(       ) 3
 AX2744
 AX2744.Superseded values are not recommended for survey control.
 AX2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2744.See file dsdata.txt to determine how the superseded data were derived.
 AX2744
 AX2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT1736524432(NAD 83)
 AX2744_MARKER: DD = SURVEY DISK
 AX2744_SETTING: 0 = UNSPECIFIED SETTING
 AX2744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2744
 AX2744  HISTORY     - Date     Condition        Report By
 AX2744  HISTORY     - 1962     MONUMENTED       USGS
 AX2744
 AX2744                          STATION DESCRIPTION
 AX2744
 AX2744'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2744'YOAKUM, 12.9 MI. SE. OF INTERSECTION OF U.S. HIGHWAY 77A AND STATE
 AX2744'HIGHWAY 111, ALONG HIGHWAY 111 TO INTERSECTION WITH U.S. HIGHWAY 77,
 AX2744'THENCE 14.0 MI. SE. ON HIGHWAY 111 TO BEND IN RD., 0.25 MI. NW. OF
 AX2744'MORALES, 58 FT. N. OF CENTERLINE HIGHWAY, 1 FT. S. OF RIGHT-OF-WAY
 AX2744'FENCE, 42 FT. W. OF 15 IN. OAK TREE.
 AX2744'
 AX2744'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.1 FT.,
 AX2744'STAMPED ---ET-MORALES 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5789 ***********************************************************************
 AH5789  DESIGNATION -  ET NEW HOPE
 AH5789  PID         -  AH5789
 AH5789  STATE/COUNTY-  TX/WILLIAMSON
 AH5789  USGS QUAD   -  LEANDER (1987)
 AH5789
 AH5789                         *CURRENT SURVEY CONTROL
 AH5789  ___________________________________________________________________
 AH5789* NAD 83(1993)-  30 31 57.74869(N)    097 50 07.00892(W)     ADJUSTED  
 AH5789* NAVD 88     -       304.3    (meters)     998.     (feet)  VERTCON   
 AH5789  ___________________________________________________________________
 AH5789  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AH5789  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AH5789
 AH5789  HORZ ORDER  -  THIRD
 AH5789
 AH5789.The horizontal coordinates were established by classical geodetic methods
 AH5789.and adjusted by the National Geodetic Survey in July 1998..
 AH5789
 AH5789.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5789
 AH5789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5789
 AH5789.The geoid height was determined by GEOID03.
 AH5789
 AH5789;                    North         East     Units Scale Factor Converg.
 AH5789;SPC TX C     - 3,098,696.970   939,689.610   MT  0.99991498   +1 17 11.9
 AH5789;SPC TX C     -10,166,308.31  3,082,965.00   sFT  0.99991498   +1 17 11.9
 AH5789;UTM  14      - 3,378,393.115   611,733.458   MT  0.99975401   +0 35 30.4
 AH5789
 AH5789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5789!SPC TX C     -   0.99995624  x   0.99991498  =   0.99987122
 AH5789!UTM  14      -   0.99995624  x   0.99975401  =   0.99971026
 AH5789
 AH5789                          SUPERSEDED SURVEY CONTROL
 AH5789
 AH5789  NGVD 29 (07/28/98)  304.2    (m)          998.     (f) VERT ANG       
 AH5789
 AH5789.Superseded values are not recommended for survey control.
 AH5789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5789.See file dsdata.txt to determine how the superseded data were derived.
 AH5789
 AH5789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1173378393(NAD 83)
 AH5789_MARKER: DS = TRIANGULATION STATION DISK
 AH5789_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5789_PROJECTION: FLUSH
 AH5789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5789+STABILITY: SURFACE MOTION
 AH5789
 AH5789  HISTORY     - Date     Condition        Report By
 AH5789  HISTORY     - 1962     MONUMENTED       USGS
 AH5789
 AH5789                          STATION DESCRIPTION
 AH5789
 AH5789'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5789'LEANDER, 3.3 MI. SE. ALONG U.S. HIGHWAY 183, 0.9 MI. NW. ALONG HIGHWAY
 AH5789'183 FROM WHITESTONE, 10 FT. W. OF THE NE. CORNER OF THE NEW HOPE
 AH5789'CEMETERY, 23 FT. S. OF THE RD. W., 39 FT. W. OF HIGHWAY 183, AND 1 FT.
 AH5789'N. OF THE CEMETERY FENCE.
 AH5789'STATION MARK--STANDARD TABLET STAMPED---ET NEW HOPE 1962---, IN
 AH5789'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2737 ***********************************************************************
 AX2737  DESIGNATION -  ET RICE
 AX2737  PID         -  AX2737
 AX2737  STATE/COUNTY-  TX/JACKSON
 AX2737  USGS QUAD   -  MOUNT OLIVE (1981)
 AX2737
 AX2737                         *CURRENT SURVEY CONTROL
 AX2737  ___________________________________________________________________
 AX2737* NAD 83(1993)-  29 06 58.48561(N)    096 41 03.00695(W)     ADJUSTED  
 AX2737* NAVD 88     -        29.9    (meters)      98.     (feet)  VERTCON   
 AX2737  ___________________________________________________________________
 AX2737  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AX2737  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX2737
 AX2737  HORZ ORDER  -  THIRD
 AX2737
 AX2737.The horizontal coordinates were established by classical geodetic methods
 AX2737.and adjusted by the National Geodetic Survey in February 1996..
 AX2737
 AX2737.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2737
 AX2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2737
 AX2737.The geoid height was determined by GEOID03.
 AX2737
 AX2737;                    North         East     Units Scale Factor Converg.
 AX2737;SPC TXSC     - 4,144,412.248   825,355.225   MT  0.99987048   +1 08 04.4
 AX2737;SPC TXSC     -13,597,125.85  2,707,852.93   sFT  0.99987048   +1 08 04.4
 AX2737;UTM  14      - 3,223,081.472   725,341.525   MT  1.00022665   +1 07 38.4
 AX2737
 AX2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2737!SPC TXSC     -   0.99999960  x   0.99987048  =   0.99987008
 AX2737!UTM  14      -   0.99999960  x   1.00022665  =   1.00022625
 AX2737
 AX2737:                Primary Azimuth Mark                     Grid Az
 AX2737:SPC TXSC     -  ET WORTH                                 222 35 43.3
 AX2737:UTM  14      -  ET WORTH                                 222 36 09.3
 AX2737
 AX2737|---------------------------------------------------------------------|
 AX2737| PID    Reference Object                     Distance      Geod. Az  |
 AX2737|                                                           dddmmss.s |
 AX2737| AX2738 ET WORTH                            APPROX. 2.5 KM 2234347.7 |
 AX2737|---------------------------------------------------------------------|
 AX2737
 AX2737                          SUPERSEDED SURVEY CONTROL
 AX2737
 AX2737  NAD 83(1986)-  29 06 58.49862(N)    096 41 02.99313(W) AD(       ) 3
 AX2737  NAD 27      -  29 06 57.59708(N)    096 41 02.08168(W) AD(       ) 3
 AX2737  NGVD 29 (07/19/86)   29.9    (m)           98.     (f) VERT ANG       
 AX2737
 AX2737.Superseded values are not recommended for survey control.
 AX2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2737.See file dsdata.txt to determine how the superseded data were derived.
 AX2737
 AX2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2534223081(NAD 83)
 AX2737_MARKER: DD = SURVEY DISK
 AX2737_SETTING: 0 = UNSPECIFIED SETTING
 AX2737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2737
 AX2737  HISTORY     - Date     Condition        Report By
 AX2737  HISTORY     - 1962     MONUMENTED       USGS
 AX2737
 AX2737                          STATION DESCRIPTION
 AX2737
 AX2737'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2737'EDNA, 6.2 MI. NW., ALONG U.S. HIGHWAY 111 TO GRAVELED CROSSROAD,
 AX2737'THENCE 4.5 MI. NORTHERLY ALONG MAIN GRAVELED RD. TO SHARP BEND IN RD.,
 AX2737'THENCE THRU GATE INTO HOLLINGSWORTH RANCH AND TURN SHARPLY TO LEFT
 AX2737'0.9 MI. ALONG TRACK RD. TO PIPELINE CROSSING, 19 FT. SW. OF
 AX2737'CENTERLINE RD., 2 FT. SW. OF FENCE, 15 FT. NW. OF CENTERLINE GATE.
 AX2737'
 AX2737'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.2 FT.,
 AX2737'STAMPED ---ET-RICE 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5790 ***********************************************************************
 AH5790  DESIGNATION -  ET ROUND
 AH5790  PID         -  AH5790
 AH5790  STATE/COUNTY-  TX/WILLIAMSON
 AH5790  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 AH5790
 AH5790                         *CURRENT SURVEY CONTROL
 AH5790  ___________________________________________________________________
 AH5790* NAD 83(1993)-  30 29 22.22195(N)    097 40 31.17414(W)     ADJUSTED  
 AH5790* NAVD 88     -       249.4    (meters)     818.     (feet)  VERTCON   
 AH5790  ___________________________________________________________________
 AH5790  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AH5790  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AH5790
 AH5790  HORZ ORDER  -  THIRD
 AH5790
 AH5790.The horizontal coordinates were established by classical geodetic methods
 AH5790.and adjusted by the National Geodetic Survey in July 1998..
 AH5790
 AH5790.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5790
 AH5790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5790
 AH5790.The geoid height was determined by GEOID03.
 AH5790
 AH5790;                    North         East     Units Scale Factor Converg.
 AH5790;SPC TX C     - 3,094,265.004   955,148.882   MT  0.99992138   +1 22 08.5
 AH5790;SPC TX C     -10,151,767.77  3,133,684.29   sFT  0.99992138   +1 22 08.5
 AH5790;UTM  14      - 3,373,774.390   627,135.582   MT  0.99979940   +0 40 19.9
 AH5790
 AH5790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5790!SPC TX C     -   0.99996491  x   0.99992138  =   0.99988629
 AH5790!UTM  14      -   0.99996491  x   0.99979940  =   0.99976432
 AH5790
 AH5790                          SUPERSEDED SURVEY CONTROL
 AH5790
 AH5790  NGVD 29 (07/28/98)  249.3    (m)          818.     (f) VERT ANG       
 AH5790
 AH5790.Superseded values are not recommended for survey control.
 AH5790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5790.See file dsdata.txt to determine how the superseded data were derived.
 AH5790
 AH5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2713673774(NAD 83)
 AH5790_MARKER: DS = TRIANGULATION STATION DISK
 AH5790_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5790_PROJECTION: FLUSH
 AH5790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5790+STABILITY: SURFACE MOTION
 AH5790
 AH5790  HISTORY     - Date     Condition        Report By
 AH5790  HISTORY     - 1962     MONUMENTED       USGS
 AH5790  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AH5790
 AH5790                          STATION DESCRIPTION
 AH5790
 AH5790'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5790'ROUND ROCK, 1.3 MI. S. OF, ALONG U.S. HIGHWAY 81 (BUSINESS), ABOUT 360
 AH5790'FT. N. OF LEIGH MOTORS FORD SHOWROOM, 127 FT. S. OF A FENCE CORNER, 41
 AH5790'FT. E. OF U.S. BUSINESS 81, 2 FT. W. OF FENCE AND 60 FT. N. OF A POWER
 AH5790'POLE.
 AH5790'STATION MARK--STANDARD TABLET STAMPED---ET-ROUND 1962---.
 AH5790
 AH5790                          STATION RECOVERY (2004)
 AH5790
 AH5790'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVS)
 AH5790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5791 ***********************************************************************
 AH5791  DESIGNATION -  ET RUTLEDGE
 AH5791  PID         -  AH5791
 AH5791  STATE/COUNTY-  TX/WILLIAMSON
 AH5791  USGS QUAD   -  JOLLYVILLE (1987)
 AH5791
 AH5791                         *CURRENT SURVEY CONTROL
 AH5791  ___________________________________________________________________
 AH5791* NAD 83(1993)-  30 28 41.59595(N)    097 48 09.20814(W)     ADJUSTED  
 AH5791* NAVD 88     -       295.5    (meters)     969.     (feet)  VERTCON   
 AH5791  ___________________________________________________________________
 AH5791  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 AH5791  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH5791
 AH5791  HORZ ORDER  -  THIRD
 AH5791
 AH5791.The horizontal coordinates were established by classical geodetic methods
 AH5791.and adjusted by the National Geodetic Survey in July 1998..
 AH5791
 AH5791.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5791
 AH5791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5791
 AH5791.The geoid height was determined by GEOID03.
 AH5791
 AH5791;                    North         East     Units Scale Factor Converg.
 AH5791;SPC TX C     - 3,092,729.521   942,966.208   MT  0.99992315   +1 18 12.6
 AH5791;SPC TX C     -10,146,730.10  3,093,714.97   sFT  0.99992315   +1 18 12.6
 AH5791;UTM  14      - 3,372,387.298   614,936.868   MT  0.99976297   +0 36 26.7
 AH5791
 AH5791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5791!SPC TX C     -   0.99995763  x   0.99992315  =   0.99988078
 AH5791!UTM  14      -   0.99995763  x   0.99976297  =   0.99972061
 AH5791
 AH5791                          SUPERSEDED SURVEY CONTROL
 AH5791
 AH5791  NGVD 29 (07/28/98)  295.4    (m)          969.     (f) VERT ANG       
 AH5791
 AH5791.Superseded values are not recommended for survey control.
 AH5791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5791.See file dsdata.txt to determine how the superseded data were derived.
 AH5791
 AH5791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1493772387(NAD 83)
 AH5791_MARKER: DS = TRIANGULATION STATION DISK
 AH5791_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5791_PROJECTION: FLUSH
 AH5791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5791+STABILITY: SURFACE MOTION
 AH5791
 AH5791  HISTORY     - Date     Condition        Report By
 AH5791  HISTORY     - 1962     MONUMENTED       USGS
 AH5791  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AH5791
 AH5791                          STATION DESCRIPTION
 AH5791
 AH5791'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5791'LEANDER, 7.6 MI. SE. OF ALONG U.S. HIGHWAY 183, 3.4 MI. SE. OF
 AH5791'WHITESTONE, 46 FT. W. OF HIGHWAY 183, 1 FT. E. OF FENCE, 50 FT. S. OF
 AH5791'A 12-IN. TREE, 3 FT. N. OF A FENCE POST AND ABOUT 500 FT. N. OF A
 AH5791'HOUSE.
 AH5791'STATION MARK--STANDARD TABLET STAMPED---ET RUTLEDGE 1962---, IN A
 AH5791'CONCRETE POST.
 AH5791
 AH5791                          STATION RECOVERY (2004)
 AH5791
 AH5791'RECOVERY NOTE BY US POWER SQUADRON 2004 (DOR)
 AH5791'ROAD IMPROVEMENTS AND UNDERGROUND UTILITES HAVE ALTERED THE AREA.
 AH5791'MARK HAS MOST LIKELY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5792 ***********************************************************************
 AH5792  DESIGNATION -  ET SEWARD
 AH5792  PID         -  AH5792
 AH5792  STATE/COUNTY-  TX/WILLIAMSON
 AH5792  USGS QUAD   -  LIBERTY HILL (1979)
 AH5792
 AH5792                         *CURRENT SURVEY CONTROL
 AH5792  ___________________________________________________________________
 AH5792* NAD 83(1993)-  30 40 13.83988(N)    097 52 48.40499(W)     ADJUSTED  
 AH5792* NAVD 88     -       325.6    (meters)    1068.     (feet)  VERTCON   
 AH5792  ___________________________________________________________________
 AH5792  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 AH5792  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AH5792
 AH5792  HORZ ORDER  -  THIRD
 AH5792
 AH5792.The horizontal coordinates were established by classical geodetic methods
 AH5792.and adjusted by the National Geodetic Survey in July 1998..
 AH5792
 AH5792.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5792
 AH5792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5792
 AH5792.The geoid height was determined by GEOID03.
 AH5792
 AH5792;                    North         East     Units Scale Factor Converg.
 AH5792;SPC TX C     - 3,113,873.306   935,051.783   MT  0.99989832   +1 15 48.8
 AH5792;SPC TX C     -10,216,099.34  3,067,749.06   sFT  0.99989832   +1 15 48.8
 AH5792;UTM  14      - 3,393,622.066   607,280.374   MT  0.99974197   +0 34 16.7
 AH5792
 AH5792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5792!SPC TX C     -   0.99995290  x   0.99989832  =   0.99985123
 AH5792!UTM  14      -   0.99995290  x   0.99974197  =   0.99969489
 AH5792
 AH5792                          SUPERSEDED SURVEY CONTROL
 AH5792
 AH5792  NGVD 29 (07/28/98)  325.5    (m)         1068.     (f) VERT ANG       
 AH5792
 AH5792.Superseded values are not recommended for survey control.
 AH5792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5792.See file dsdata.txt to determine how the superseded data were derived.
 AH5792
 AH5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU0728093622(NAD 83)
 AH5792_MARKER: DS = TRIANGULATION STATION DISK
 AH5792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5792_PROJECTION: FLUSH
 AH5792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5792+STABILITY: SURFACE MOTION
 AH5792
 AH5792  HISTORY     - Date     Condition        Report By
 AH5792  HISTORY     - 1962     MONUMENTED       USGS
 AH5792
 AH5792                          STATION DESCRIPTION
 AH5792
 AH5792'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5792'LEANDER, 6.7 MI. NW. OF, ALONG U.S. HIGHWAY 183, 1.2 MI. N. OF THE
 AH5792'JUNCTION OF HIGHWAY 183 AND STATE HIGHWAY 29, 520 FT. N. OF A POWER
 AH5792'LINE CROSSING HIGHWAY, 340 FT. N. OF A GATE E. OF HIGHWAY, 49 FT. W.
 AH5792'OF HIGHWAY 183 AND 2 FT. E. OF THE FENCE.
 AH5792'STATION MARK--STANDARD TABLET STAMPED---ET SEWARD 1962---, IN A
 AH5792'CONCRETE POST PROJECTING 6 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5793 ***********************************************************************
 AH5793  DESIGNATION -  ET SHORT
 AH5793  PID         -  AH5793
 AH5793  STATE/COUNTY-  TX/WILLIAMSON
 AH5793  USGS QUAD   -  COBBS CAVERN (1964)
 AH5793
 AH5793                         *CURRENT SURVEY CONTROL
 AH5793  ___________________________________________________________________
 AH5793* NAD 83(1993)-  30 45 18.86386(N)    097 43 20.85462(W)     ADJUSTED  
 AH5793* NAVD 88     -       278.1    (meters)     912.     (feet)  VERTCON   
 AH5793  ___________________________________________________________________
 AH5793  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 AH5793  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH5793
 AH5793  HORZ ORDER  -  THIRD
 AH5793
 AH5793.The horizontal coordinates were established by classical geodetic methods
 AH5793.and adjusted by the National Geodetic Survey in July 1998..
 AH5793
 AH5793.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5793
 AH5793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5793
 AH5793.The geoid height was determined by GEOID03.
 AH5793
 AH5793;                    North         East     Units Scale Factor Converg.
 AH5793;SPC TX C     - 3,123,606.977   949,933.950   MT  0.99989092   +1 20 41.1
 AH5793;SPC TX C     -10,248,033.89  3,116,574.97   sFT  0.99989092   +1 20 41.1
 AH5793;UTM  14      - 3,403,174.074   622,277.012   MT  0.99978444   +0 39 12.2
 AH5793
 AH5793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5793!SPC TX C     -   0.99996045  x   0.99989092  =   0.99985138
 AH5793!UTM  14      -   0.99996045  x   0.99978444  =   0.99974490
 AH5793
 AH5793                          SUPERSEDED SURVEY CONTROL
 AH5793
 AH5793  NGVD 29 (07/28/98)  278.0    (m)          912.     (f) VERT ANG       
 AH5793
 AH5793.Superseded values are not recommended for survey control.
 AH5793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5793.See file dsdata.txt to determine how the superseded data were derived.
 AH5793
 AH5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV2227703174(NAD 83)
 AH5793_MARKER: DS = TRIANGULATION STATION DISK
 AH5793_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5793_PROJECTION: FLUSH
 AH5793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5793+STABILITY: SURFACE MOTION
 AH5793
 AH5793  HISTORY     - Date     Condition        Report By
 AH5793  HISTORY     - 1962     MONUMENTED       USGS
 AH5793
 AH5793                          STATION DESCRIPTION
 AH5793
 AH5793'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5793'GEORGETOWN, 8.1 MI. N. AND 2.7 MI. W. OF, 1.0 FT. S. OF FENCE, 2 FT.
 AH5793'W. OF HIGHWAY RIGHT-OF-WAY POST, 165 FT. W. OF 24 IN. OAK TREE ON
 AH5793'HIGHWAY RIGHT-OF-WAY, ABOUT 250 FT. E. OF 18 IN. OAK TREE ON HIGHWAY
 AH5793'RIGHT-OF-WAY, ABOUT 0.3 MI. E. OF LLOYDS STEAK HOUSE.
 AH5793'TO REACH FROM THE COURTHOUSE IN GEORGETOWN, GO N. ON U.S. HIGHWAY 81
 AH5793'4.7 MI. TO THE JUNCTION WITH STATE HIGHWAY 195, TURN LEFT ON HIGHWAY
 AH5793'195 5.6 MI. TO THE STATION ON THE RIGHT.
 AH5793'STATION MARK--STANDARD TABLET STAMPED---ET SHORT 1962---, IN CONCRETE
 AH5793'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2720 ***********************************************************************
 AX2720  DESIGNATION -  ET SPEAKS
 AX2720  PID         -  AX2720
 AX2720  STATE/COUNTY-  TX/LAVACA
 AX2720  USGS QUAD   -  SPEAKS (1981)
 AX2720
 AX2720                         *CURRENT SURVEY CONTROL
 AX2720  ___________________________________________________________________
 AX2720* NAD 83(1993)-  29 15 14.60261(N)    096 42 01.39711(W)     ADJUSTED  
 AX2720* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 AX2720  ___________________________________________________________________
 AX2720  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AX2720  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX2720
 AX2720  HORZ ORDER  -  THIRD
 AX2720
 AX2720.The horizontal coordinates were established by classical geodetic methods
 AX2720.and adjusted by the National Geodetic Survey in February 1996..
 AX2720
 AX2720.The orthometric height was scaled from a topographic map.
 AX2720
 AX2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2720
 AX2720.The geoid height was determined by GEOID03.
 AX2720
 AX2720;                    North         East     Units Scale Factor Converg.
 AX2720;SPC TXSC     - 4,159,650.847   823,476.811   MT  0.99986423   +1 07 35.8
 AX2720;SPC TXSC     -13,647,121.15  2,701,690.17   sFT  0.99986423   +1 07 35.8
 AX2720;UTM  14      - 3,238,325.632   723,463.719   MT  1.00021623   +1 07 27.3
 AX2720
 AX2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2720!SPC TXSC     -   0.99999738  x   0.99986423  =   0.99986161
 AX2720!UTM  14      -   0.99999738  x   1.00021623  =   1.00021361
 AX2720
 AX2720:                Primary Azimuth Mark                     Grid Az
 AX2720:SPC TXSC     -  S 853 RESET                              000 37 20.9
 AX2720:UTM  14      -  S 853 RESET                              000 37 29.4
 AX2720
 AX2720|---------------------------------------------------------------------|
 AX2720| PID    Reference Object                     Distance      Geod. Az  |
 AX2720|                                                           dddmmss.s |
 AX2720| AX2719 S 853 RESET                         APPROX. 2.0 KM 0014456.7 |
 AX2720|---------------------------------------------------------------------|
 AX2720
 AX2720                          SUPERSEDED SURVEY CONTROL
 AX2720
 AX2720  NAD 83(1986)-  29 15 14.61662(N)    096 42 01.38373(W) AD(       ) 3
 AX2720  NAD 27      -  29 15 13.73515(N)    096 42 00.47525(W) AD(       ) 3
 AX2720
 AX2720.Superseded values are not recommended for survey control.
 AX2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2720.See file dsdata.txt to determine how the superseded data were derived.
 AX2720
 AX2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2346438326(NAD 83)
 AX2720_MARKER: DD = SURVEY DISK
 AX2720_SETTING: 0 = UNSPECIFIED SETTING
 AX2720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2720
 AX2720  HISTORY     - Date     Condition        Report By
 AX2720  HISTORY     - 1962     MONUMENTED       USGS
 AX2720  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX2720
 AX2720                          STATION DESCRIPTION
 AX2720
 AX2720'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2720'EDNA, 3.4 MI. NE. ALONG U.S. HIGHWAY 59 TO JUNCTION WITH FARM ROAD
 AX2720'530, THENCE 21.1 MI. N. ALONG FARM ROAD 530 TO BEND IN RD., 0.1 MI. S.
 AX2720'OF SPEAKS, 205 FT. S. ALONG RIGHT-OF-WAY FENCE FROM T-FENCE W., 49 FT.
 AX2720'W. OF CENTERLINE HIGHWAY, 1 FT. E. OF RIGHT-OF-WAY FENCE.
 AX2720'
 AX2720'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.2 FT.,
 AX2720'STAMPED ---ET-SPEAKS 1962---.
 AX2720
 AX2720                          STATION RECOVERY (1997)
 AX2720
 AX2720'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5794 ***********************************************************************
 AH5794  DESIGNATION -  ET THEON
 AH5794  PID         -  AH5794
 AH5794  STATE/COUNTY-  TX/WILLIAMSON
 AH5794  USGS QUAD   -  COBBS CAVERN (1964)
 AH5794
 AH5794                         *CURRENT SURVEY CONTROL
 AH5794  ___________________________________________________________________
 AH5794* NAD 83(1993)-  30 45 05.77973(N)    097 38 03.06511(W)     ADJUSTED  
 AH5794* NAVD 88     -       266.5    (meters)     874.     (feet)  VERTCON   
 AH5794  ___________________________________________________________________
 AH5794  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AH5794  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH5794
 AH5794  HORZ ORDER  -  THIRD
 AH5794
 AH5794.The horizontal coordinates were established by classical geodetic methods
 AH5794.and adjusted by the National Geodetic Survey in July 1998..
 AH5794
 AH5794.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5794
 AH5794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5794
 AH5794.The geoid height was determined by GEOID03.
 AH5794
 AH5794;                    North         East     Units Scale Factor Converg.
 AH5794;SPC TX C     - 3,123,405.888   958,392.478   MT  0.99989119   +1 23 24.8
 AH5794;SPC TX C     -10,247,374.15  3,144,325.99   sFT  0.99989119   +1 23 24.8
 AH5794;UTM  14      - 3,402,870.935   630,731.705   MT  0.99981083   +0 41 54.5
 AH5794
 AH5794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5794!SPC TX C     -   0.99996229  x   0.99989119  =   0.99985349
 AH5794!UTM  14      -   0.99996229  x   0.99981083  =   0.99977313
 AH5794
 AH5794                          SUPERSEDED SURVEY CONTROL
 AH5794
 AH5794  NGVD 29 (07/28/98)  266.4    (m)          874.     (f) VERT ANG       
 AH5794
 AH5794.Superseded values are not recommended for survey control.
 AH5794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5794.See file dsdata.txt to determine how the superseded data were derived.
 AH5794
 AH5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV3073202871(NAD 83)
 AH5794_MARKER: DS = TRIANGULATION STATION DISK
 AH5794_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5794_PROJECTION: FLUSH
 AH5794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5794+STABILITY: SURFACE MOTION
 AH5794
 AH5794  HISTORY     - Date     Condition        Report By
 AH5794  HISTORY     - 1962     MONUMENTED       USGS
 AH5794
 AH5794                          STATION DESCRIPTION
 AH5794
 AH5794'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5794'GEORGETOWN, 8.5 MI. N. ALONG U.S. HIGHWAY 81 FROM THE COURTHOUSE, 5.3
 AH5794'MI. S. OF JARRELL, ABOUT 400 FT. SE. OF A TWO STORY HOUSE AND ABOUT 60
 AH5794'FT. SW. OF A DAIRY BARN, 142 FT. S. OF THE N. DRIVEWAY TO DAIRY BARN,
 AH5794'57 FT. N. OF THE S. DRIVE TO DAIRY BARN, 52 FT. E. OF THE HIGHWAY AND
 AH5794'1 FT. W. OF FENCE.
 AH5794'STATION MARK--STANDARD TABLET IN A CONCRETE POST FLUSH WITH GROUND,
 AH5794'STAMPED---ET THEON 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2740 ***********************************************************************
 AX2740  DESIGNATION -  ET TRUNKLINE
 AX2740  PID         -  AX2740
 AX2740  STATE/COUNTY-  TX/JACKSON
 AX2740  USGS QUAD   -  CORDELE (1981)
 AX2740
 AX2740                         *CURRENT SURVEY CONTROL
 AX2740  ___________________________________________________________________
 AX2740* NAD 83(1993)-  29 09 40.93523(N)    096 38 04.64810(W)     ADJUSTED  
 AX2740* NAVD 88     -        34.     (meters)     112.     (feet)  SCALED    
 AX2740  ___________________________________________________________________
 AX2740  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AX2740  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX2740
 AX2740  HORZ ORDER  -  THIRD
 AX2740
 AX2740.The horizontal coordinates were established by classical geodetic methods
 AX2740.and adjusted by the National Geodetic Survey in February 1996..
 AX2740
 AX2740.The orthometric height was scaled from a topographic map.
 AX2740
 AX2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2740
 AX2740.The geoid height was determined by GEOID03.
 AX2740
 AX2740;                    North         East     Units Scale Factor Converg.
 AX2740;SPC TXSC     - 4,149,508.614   830,074.611   MT  0.99986780   +1 09 31.8
 AX2740;SPC TXSC     -13,613,846.18  2,723,336.45   sFT  0.99986780   +1 09 31.8
 AX2740;UTM  14      - 3,228,179.193   730,063.239   MT  1.00025318   +1 09 11.1
 AX2740
 AX2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2740!SPC TXSC     -   0.99999896  x   0.99986780  =   0.99986676
 AX2740!UTM  14      -   0.99999896  x   1.00025318  =   1.00025214
 AX2740
 AX2740:                Primary Azimuth Mark                     Grid Az
 AX2740:SPC TXSC     -  ET BRUSHY                                225 18 54.0
 AX2740:UTM  14      -  ET BRUSHY                                225 19 14.7
 AX2740
 AX2740|---------------------------------------------------------------------|
 AX2740| PID    Reference Object                     Distance      Geod. Az  |
 AX2740|                                                           dddmmss.s |
 AX2740| AX0897 ET BRUSHY                           APPROX. 2.2 KM 2262825.8 |
 AX2740|---------------------------------------------------------------------|
 AX2740
 AX2740                          SUPERSEDED SURVEY CONTROL
 AX2740
 AX2740  NAD 83(1986)-  29 09 40.94873(N)    096 38 04.63423(W) AD(       ) 3
 AX2740  NAD 27      -  29 09 40.05463(N)    096 38 03.73130(W) AD(       ) 3
 AX2740
 AX2740.Superseded values are not recommended for survey control.
 AX2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2740.See file dsdata.txt to determine how the superseded data were derived.
 AX2740
 AX2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3006328179(NAD 83)
 AX2740_MARKER: DD = SURVEY DISK
 AX2740_SETTING: 0 = UNSPECIFIED SETTING
 AX2740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2740
 AX2740  HISTORY     - Date     Condition        Report By
 AX2740  HISTORY     - 1962     MONUMENTED       USGS
 AX2740
 AX2740                          STATION DESCRIPTION
 AX2740
 AX2740'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2740'EDNA, 3.4 MI. NE. ALONG U.S. HIGHWAY 59 TO JUNCTION WITH FARM ROAD
 AX2740'530, THENCE N. ALONG FARM ROAD 530 FOR 12.0 MI. TO N. FENCE ENCLOSING
 AX2740'TRUNKLINE PIPELINE PUMPING STATION, 2.1 MI. N. OF CORDELE, 50 FT. E.
 AX2740'OF CENTERLINE RD., 13 FT. S. OF CENTERLINE LANE E.
 AX2740'
 AX2740'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.2 FT.,
 AX2740'STAMPED ---ET-TRUNKLINE 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2741 ***********************************************************************
 AX2741  DESIGNATION -  ET WAYSIDE
 AX2741  PID         -  AX2741
 AX2741  STATE/COUNTY-  TX/JACKSON
 AX2741  USGS QUAD   -  CORDELE (1981)
 AX2741
 AX2741                         *CURRENT SURVEY CONTROL
 AX2741  ___________________________________________________________________
 AX2741* NAD 83(1993)-  29 11 26.72115(N)    096 39 01.33361(W)     ADJUSTED  
 AX2741* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 AX2741  ___________________________________________________________________
 AX2741  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AX2741  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX2741
 AX2741  HORZ ORDER  -  THIRD
 AX2741
 AX2741.The horizontal coordinates were established by classical geodetic methods
 AX2741.and adjusted by the National Geodetic Survey in February 1996..
 AX2741
 AX2741.The orthometric height was scaled from a topographic map.
 AX2741
 AX2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2741
 AX2741.The geoid height was determined by GEOID03.
 AX2741
 AX2741;                    North         East     Units Scale Factor Converg.
 AX2741;SPC TXSC     - 4,152,733.643   828,477.821   MT  0.99986639   +1 09 04.0
 AX2741;SPC TXSC     -13,624,426.96  2,718,097.65   sFT  0.99986639   +1 09 04.0
 AX2741;UTM  14      - 3,231,405.597   728,466.132   MT  1.00024414   +1 08 47.2
 AX2741
 AX2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2741!SPC TXSC     -   0.99999849  x   0.99986639  =   0.99986488
 AX2741!UTM  14      -   0.99999849  x   1.00024414  =   1.00024263
 AX2741
 AX2741:                Primary Azimuth Mark                     Grid Az
 AX2741:SPC TXSC     -  ET TRUNKLINE                             153 39 32.0
 AX2741:UTM  14      -  ET TRUNKLINE                             153 39 48.8
 AX2741
 AX2741|---------------------------------------------------------------------|
 AX2741| PID    Reference Object                     Distance      Geod. Az  |
 AX2741|                                                           dddmmss.s |
 AX2741| AX2740 ET TRUNKLINE                        APPROX. 3.6 KM 1544836.0 |
 AX2741|---------------------------------------------------------------------|
 AX2741
 AX2741                          SUPERSEDED SURVEY CONTROL
 AX2741
 AX2741  NAD 83(1986)-  29 11 26.73479(N)    096 39 01.31990(W) AD(       ) 3
 AX2741  NAD 27      -  29 11 25.84381(N)    096 39 00.41664(W) AD(       ) 3
 AX2741
 AX2741.Superseded values are not recommended for survey control.
 AX2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2741.See file dsdata.txt to determine how the superseded data were derived.
 AX2741
 AX2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2846631406(NAD 83)
 AX2741_MARKER: DD = SURVEY DISK
 AX2741_SETTING: 0 = UNSPECIFIED SETTING
 AX2741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2741
 AX2741  HISTORY     - Date     Condition        Report By
 AX2741  HISTORY     - 1962     MONUMENTED       USGS
 AX2741
 AX2741                          STATION DESCRIPTION
 AX2741
 AX2741'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2741'EDNA, 3.4 MI. NE. ALONG U.S. HIGHWAY 59 TO JUNCTION WITH FARM ROAD
 AX2741'530, THENCE N. ALONG FARM ROAD 530 FOR 14.9 MI. TO CONCRETE BOX
 AX2741'CULVERT, 1/2 MI. N. OF WAYSIDE CHAPEL, 14 FT. W. OF CENTERLINE
 AX2741'HIGHWAY, 4 FT. N. OF CENTERLINE BRIDGE, 1 FT. E. OF W. HEADWALL OF
 AX2741'BRIDGE, IN FLOOR OF BRIDGE.
 AX2741'
 AX2741'STATION MARK--STANDARD TABLET STAMPED ---ET-WAYSIDE 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2738 ***********************************************************************
 AX2738  DESIGNATION -  ET WORTH
 AX2738  PID         -  AX2738
 AX2738  STATE/COUNTY-  TX/JACKSON
 AX2738  USGS QUAD   -  MOUNT OLIVE (1981)
 AX2738
 AX2738                         *CURRENT SURVEY CONTROL
 AX2738  ___________________________________________________________________
 AX2738* NAD 83(1993)-  29 05 59.41833(N)    096 42 07.33907(W)     ADJUSTED  
 AX2738* NAVD 88     -        29.6    (meters)      97.     (feet)  VERTCON   
 AX2738  ___________________________________________________________________
 AX2738  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AX2738  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX2738
 AX2738  HORZ ORDER  -  THIRD
 AX2738
 AX2738.The horizontal coordinates were established by classical geodetic methods
 AX2738.and adjusted by the National Geodetic Survey in February 1996..
 AX2738
 AX2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2738
 AX2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2738
 AX2738.The geoid height was determined by GEOID03.
 AX2738
 AX2738;                    North         East     Units Scale Factor Converg.
 AX2738;SPC TXSC     - 4,142,559.956   823,652.230   MT  0.99987160   +1 07 32.9
 AX2738;SPC TXSC     -13,591,048.79  2,702,265.69   sFT  0.99987160   +1 07 32.9
 AX2738;UTM  14      - 3,221,228.753   723,637.690   MT  1.00021721   +1 07 04.9
 AX2738
 AX2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2738!SPC TXSC     -   0.99999965  x   0.99987160  =   0.99987125
 AX2738!UTM  14      -   0.99999965  x   1.00021721  =   1.00021686
 AX2738
 AX2738:                Primary Azimuth Mark                     Grid Az
 AX2738:SPC TXSC     -  ET RICE                                  042 35 43.5
 AX2738:UTM  14      -  ET RICE                                  042 36 11.5
 AX2738
 AX2738|---------------------------------------------------------------------|
 AX2738| PID    Reference Object                     Distance      Geod. Az  |
 AX2738|                                                           dddmmss.s |
 AX2738| AX2737 ET RICE                             APPROX. 2.5 KM 0434316.4 |
 AX2738|---------------------------------------------------------------------|
 AX2738
 AX2738                          SUPERSEDED SURVEY CONTROL
 AX2738
 AX2738  NAD 83(1986)-  29 05 59.43113(N)    096 42 07.32524(W) AD(       ) 3
 AX2738  NAD 27      -  29 05 58.52680(N)    096 42 06.41058(W) AD(       ) 3
 AX2738  NGVD 29 (07/19/86)   29.6    (m)           97.     (f) VERT ANG       
 AX2738
 AX2738.Superseded values are not recommended for survey control.
 AX2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2738.See file dsdata.txt to determine how the superseded data were derived.
 AX2738
 AX2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT2363821229(NAD 83)
 AX2738_MARKER: DD = SURVEY DISK
 AX2738_SETTING: 0 = UNSPECIFIED SETTING
 AX2738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2738
 AX2738  HISTORY     - Date     Condition        Report By
 AX2738  HISTORY     - 1962     MONUMENTED       USGS
 AX2738
 AX2738                          STATION DESCRIPTION
 AX2738
 AX2738'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2738'EDNA, 6.2 MI. NW. ALONG STATE HIGHWAY 111 TO GRAVELED CROSSROAD,
 AX2738'THENCE 1.5 MI. NORTHEASTERLY ALONG GRAVEL RD. TO T-RD. W., THENCE 2.8
 AX2738'MI. NORTHWESTERLY ALONG GRAVEL RD. TO PIPELINE CROSSING, 22 FT. NE. OF
 AX2738'CENTERLINE RD., 1 FT. SW. OF RIGHT-OF-WAY FENCE, 12 FT. SE. OF
 AX2738'PIPELINE, 33 FT. SE. OF CENTERLINE GATE.
 AX2738'
 AX2738'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING 0.2 FT.,
 AX2738'STAMPED ---ET-WORTH 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1555 ***********************************************************************
 AE1555  DESIGNATION -  ETCHISON
 AE1555  PID         -  AE1555
 AE1555  STATE/COUNTY-  TX/HIDALGO
 AE1555  USGS QUAD   -  HIDALGO (1983)
 AE1555
 AE1555                         *CURRENT SURVEY CONTROL
 AE1555  ___________________________________________________________________
 AE1555* NAD 83(1993)-  26 07 18.88648(N)    098 16 29.05155(W)     ADJUSTED  
 AE1555* NAVD 88     -        31.6    (meters)     104.     (feet)  VERTCON   
 AE1555  ___________________________________________________________________
 AE1555  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AE1555  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AE1555
 AE1555  HORZ ORDER  -  FIRST
 AE1555
 AE1555.The horizontal coordinates were established by classical geodetic methods
 AE1555.and adjusted by the National Geodetic Survey in February 1996..
 AE1555
 AE1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1555
 AE1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1555
 AE1555.The geoid height was determined by GEOID03.
 AE1555
 AE1555;                    North         East     Units Scale Factor Converg.
 AE1555;SPC TX S     - 5,050,459.344   322,529.782   MT  1.00001157   +0 06 08.2
 AE1555;SPC TX S     -16,569,715.36  1,058,166.46   sFT  1.00001157   +0 06 08.2
 AE1555;UTM  14      - 2,889,387.097   572,508.788   MT  0.99966491   +0 19 09.6
 AE1555
 AE1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1555!SPC TX S     -   0.99999878  x   1.00001157  =   1.00001035
 AE1555!UTM  14      -   0.99999878  x   0.99966491  =   0.99966369
 AE1555
 AE1555:                Primary Azimuth Mark                     Grid Az
 AE1555:SPC TX S     -  ETCHISON RM 3                            051 22 48.4
 AE1555:UTM  14      -  ETCHISON RM 3                            051 09 47.0
 AE1555
 AE1555|---------------------------------------------------------------------|
 AE1555| PID    Reference Object                     Distance      Geod. Az  |
 AE1555|                                                           dddmmss.s |
 AE1555| CV3167 ETCHISON RM 3                                      0512856.6 |
 AE1555| CV3165 ETCHISON RM 1                         9.386 METERS 10835     |
 AE1555| AE1547 HIDALGO N MUN TANK                  APPROX. 2.2 KM 1333344.6 |
 AE1555| AE1548 HIDALGO S MUN TANK                  APPROX. 3.0 KM 1524544.3 |
 AE1555| CV3166 ETCHISON RM 2                         9.819 METERS 25655     |
 AE1555|---------------------------------------------------------------------|
 AE1555
 AE1555                          SUPERSEDED SURVEY CONTROL
 AE1555
 AE1555  NAD 83(1986)-  26 07 18.89224(N)    098 16 29.01626(W) AD(       ) 1
 AE1555  NAD 27      -  26 07 17.61453(N)    098 16 27.96548(W) AD(       ) 1
 AE1555  NGVD 29 (07/19/86)   31.7    (m)          104.     (f) VERT ANG       
 AE1555
 AE1555.Superseded values are not recommended for survey control.
 AE1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1555.See file dsdata.txt to determine how the superseded data were derived.
 AE1555
 AE1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7250989387(NAD 83)
 AE1555_MARKER: DS = TRIANGULATION STATION DISK
 AE1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1555_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1555
 AE1555  HISTORY     - Date     Condition        Report By
 AE1555  HISTORY     - 1974     MONUMENTED       NGS
 AE1555
 AE1555                          STATION DESCRIPTION
 AE1555
 AE1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1555'THE STATION IS ABOUT 6 MILES SOUTH AND 3-1/2 MILES EAST OF MISSION,
 AE1555'6 MILES SOUTH AND 2-1/2 MILES WEST OF MCALLEN, 1 MILE WEST AND 1
 AE1555'MILE NORTH OF HIDALGO, 0.2 MILE EAST OF THE RIO GRANDE RIVER AND ON
 AE1555'PROPERTY OWNED BY MR. ETCHISON, WHO LIVES IN MCALLEN, PHONE
 AE1555'686-6461.
 AE1555'
 AE1555'TO REACH THE STATION FROM THE JUNCTION OF SPUR ROAD 115 AND U.S.
 AE1555'HIGHWAY 83 IN THE SOUTHWEST SECTION OF MCALLEN, GO SOUTH ON ROAD
 AE1555'115 FOR 4.45 MILES TO A GRAVEL SIDE ROAD RIGHT.  TURN RIGHT AND GO
 AE1555'WEST ON THE GRAVEL ROAD FOR 0.8 MILE TO A SIDE ROAD LEFT LEADING
 AE1555'TO SOME FARM BUILDINGS.  TURN LEFT AND GO SOUTH ON A GRADED ROAD,
 AE1555'PASSING BETWEEN THE FARM BUILDINGS AND KEEPING TO THE WEST OF A ROW
 AE1555'OF TREES FOR 0.3 MILE TO A SIDE ROAD, REFERENCE MARK 3 ON THE LEFT.
 AE1555'CONTINUE SOUTH ON A FIELD ROAD FOR 0.3 MILE TO A DIAGONAL
 AE1555'CROSSROAD.  BEAR RIGHT AND GO SOUTHWEST AND WEST ON THE FIELD
 AE1555'ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 AE1555'
 AE1555'STATION MARKS ARE STANDARD DISKS STAMPED ETCHISON 1974.  THE SURFACE
 AE1555'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1555'THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 34.3 FEET EAST
 AE1555'OF A WITNESS POST NEAR REFERENCE MARK 2, 32.0 FEET WEST-NORTHWEST
 AE1555'OF A WITNESS POST NEAR REFERENCE MARK 1, 15.0 FEET NORTH OF THE
 AE1555'NORTH EDGE OF A LEVEE AND 10.0 FEET SOUTH OF THE CENTER OF A
 AE1555'FIELD ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AE1555'MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AE1555'
 AE1555'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ETCHISON NO 1 1974, SET
 AE1555'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AE1555'3 INCHES ABOVE THE GROUND.  IT IS 17.0 FEET SOUTH OF THE CENTER
 AE1555'OF THE FIELD ROAD, 4.0 FEET NORTH OF THE NORTH EDGE OF THE LEVEE,
 AE1555'1.2 FEET WEST OF THE WITNESS POST AND ABOUT 1 FOOT HIGHER THAN
 AE1555'THE STATION.
 AE1555'
 AE1555'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ETCHISON NO 2 1974, SET
 AE1555'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AE1555'WITH THE GROUND.  IT IS 19.0 FEET SOUTH OF THE CENTER OF THE FIELD
 AE1555'ROAD, 4.0 FEET NORTH OF THE NORTH EDGE OF THE LEVEE, 2.0 FEET EAST
 AE1555'OF THE WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AE1555'
 AE1555'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ETCHISON NO 3 1974 AZ,
 AE1555'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AE1555'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 30.0 FEET EAST OF THE
 AE1555'CENTER OF A NORTHSOUTH TRACK ROAD, 11.0 FEET NORTH OF THE
 AE1555'EAST-WEST TRACK ROAD, 2.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AE1555'OF A 5 FOOT HIGH SQUARE CONCRETE CASTING AND 1.9 FEET NORTHWEST
 AE1555'OF A WITNESS POST.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AE1555'
 AE1555'NEAREST TOWN--HIDALGO.
 AE1555'
 AE1555'HEIGHT OF LIGHT ABOVE STATION MARK 6.67 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0466 ***********************************************************************
 AM0466  DESIGNATION -  ETHEL
 AM0466  PID         -  AM0466
 AM0466  STATE/COUNTY-  TX/MATAGORDA
 AM0466  USGS QUAD   -  CEDAR LAKES WEST (1972)
 AM0466
 AM0466                         *CURRENT SURVEY CONTROL
 AM0466  ___________________________________________________________________
 AM0466* NAD 83(1993)-  28 47 48.25742(N)    095 33 20.16522(W)     ADJUSTED  
 AM0466* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AM0466  ___________________________________________________________________
 AM0466  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AM0466  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AM0466
 AM0466  HORZ ORDER  -  SECOND
 AM0466
 AM0466.The horizontal coordinates were established by classical geodetic methods
 AM0466.and adjusted by the National Geodetic Survey in February 1996..
 AM0466
 AM0466.The orthometric height was scaled from a topographic map.
 AM0466
 AM0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0466
 AM0466.The geoid height was determined by GEOID03.
 AM0466
 AM0466;                    North         East     Units Scale Factor Converg.
 AM0466;SPC TXSC     - 4,111,723.404   936,193.049   MT  0.99990704   +1 41 14.8
 AM0466;SPC TXSC     -13,489,879.20  3,071,493.36   sFT  0.99990704   +1 41 14.8
 AM0466;UTM  15      - 3,188,147.189   250,554.540   MT  1.00036794   -1 13 54.0
 AM0466
 AM0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0466!SPC TXSC     -   1.00000383  x   0.99990704  =   0.99991087
 AM0466!UTM  15      -   1.00000383  x   1.00036794  =   1.00037177
 AM0466
 AM0466:                Primary Azimuth Mark                     Grid Az
 AM0466:SPC TXSC     -  ETHEL RM 1                               232 19 21.8
 AM0466:UTM  15      -  ETHEL RM 1                               235 14 30.6
 AM0466
 AM0466|---------------------------------------------------------------------|
 AM0466| PID    Reference Object                     Distance      Geod. Az  |
 AM0466|                                                           dddmmss.s |
 AM0466| CV7139 ETHEL RM 1                                         2340036.6 |
 AM0466| AM0373 AERMOTOR                            APPROX. 6.3 KM 2393055.3 |
 AM0466| CV7140 ETHEL RM 2                           67.470 METERS 33220     |
 AM0466|---------------------------------------------------------------------|
 AM0466
 AM0466                          SUPERSEDED SURVEY CONTROL
 AM0466
 AM0466  NAD 83(1986)-  28 47 48.26589(N)    095 33 20.14571(W) AD(       ) 2
 AM0466  NAD 27      -  28 47 47.34700(N)    095 33 19.32700(W) AD(       ) 2
 AM0466
 AM0466.Superseded values are not recommended for survey control.
 AM0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0466.See file dsdata.txt to determine how the superseded data were derived.
 AM0466
 AM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM5055588147(NAD 83)
 AM0466_MARKER: DS = TRIANGULATION STATION DISK
 AM0466_SETTING: 0 = UNSPECIFIED SETTING
 AM0466
 AM0466  HISTORY     - Date     Condition        Report By
 AM0466  HISTORY     - 1934     MONUMENTED       CGS
 AM0466  HISTORY     - 1937     MARK NOT FOUND   CGS
 AM0466  HISTORY     - 1947     MARK NOT FOUND   CGS
 AM0466  HISTORY     - 1960     MARK NOT FOUND   CGS
 AM0466  HISTORY     - 1962     MARK NOT FOUND   CGS
 AM0466  HISTORY     - 1969     MARK NOT FOUND   CGS
 AM0466
 AM0466                          STATION DESCRIPTION
 AM0466
 AM0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0466'STATION IS LOCATED ABOUT 7 MILES ESE FROM SARGENT, ABOUT
 AM0466'3-3/4 MILES ENE FROM CANY CREEK BRIDGE NEAR THE GULF BEACH.
 AM0466'IT IS SITUATED ON A LOW SAND KNOLL, 120 METERS NW FROM THE
 AM0466'HIGH-WATER LINE AT THE BEACH, 250 METERS SE FROM THE EDGE
 AM0466'OF PRAIRIE, AND MIDWAY BETWEEN THE S SHORE OF CHOCTAW LAKE
 AM0466'AND THE N SHORE OF THE GULF.
 AM0466'
 AM0466'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AM0466'SET IN CONCRETE.
 AM0466'
 AM0466'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE
 AM0466'STATION--WINDMILL, 4 MILES, 45 DEG.  CANY CREEK BRIDGE, 232
 AM0466'DEG.  AND WINDMILL, 1 MILE, 335 DEG.
 AM0466'
 AM0466'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AM0466
 AM0466                          STATION RECOVERY (1937)
 AM0466
 AM0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AM0466'STATION WAS SEARCHED FOR BUT NOT FOUND, PROBABLY WASHED
 AM0466'OUT IN THE 1934 STORM.  REFERENCE MARK 2 WAS FOUND IN GOOD
 AM0466'CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.
 AM0466
 AM0466                          STATION RECOVERY (1947)
 AM0466
 AM0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0466'NOT RECOVERED.  STATION MARK REPORTED LOST IN 1934.  R.M.
 AM0466'1 WAS NOT FOUND.  R.M. 2 WAS NOT SEARCHED FOR.
 AM0466
 AM0466                          STATION RECOVERY (1960)
 AM0466
 AM0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0466'STATION REPORTED LOST IN 1934.  THE REFERENCE MARKS COULD
 AM0466'NOT BE FOUND.
 AM0466
 AM0466                          STATION RECOVERY (1962)
 AM0466
 AM0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AM0466'NOT RECOVERED.
 AM0466'
 AM0466'STATION AND R.M. 2 PROBABLY BURIED.  DESCRIPTION INADEQUATE
 AM0466'FOR RECOVERY OF R.M. 1.
 AM0466
 AM0466                          STATION RECOVERY (1969)
 AM0466
 AM0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0466'THE STATION SITE WAS VISITED BUT NO TRACE OF MARKS WERE
 AM0466'FOUND.  A (USGS) MARK WAS FOUND WHICH WAS 600 FEET FROM
 AM0466'THE SHORE LINE IN 1952.  IT IS NOW IN THE EDGE OF THE GULF.
 AM0466'IN 1952, TRIANGULATION STATION ETHEL WAS 250 FEET FROM THE
 AM0466'SHORE LINE, SO THE STATION SHOULD BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7274 ***********************************************************************
 AB7274  SACS        -  This is a Secondary Airport Control Station.
 AB7274  DESIGNATION -  ETN A
 AB7274  PID         -  AB7274
 AB7274  STATE/COUNTY-  TX/EASTLAND
 AB7274  USGS QUAD   -  EASTLAND (1987)
 AB7274
 AB7274                         *CURRENT SURVEY CONTROL
 AB7274  ___________________________________________________________________
 AB7274* NAD 83(1993)-  32 24 28.60763(N)    098 48 37.72746(W)     ADJUSTED  
 AB7274* NAVD 88     -       440.70   (meters)    1445.9    (feet)  GPS OBS   
 AB7274  ___________________________________________________________________
 AB7274  X           -    -825,613.512 (meters)                     COMP
 AB7274  Y           -  -5,326,694.262 (meters)                     COMP
 AB7274  Z           -   3,398,930.140 (meters)                     COMP
 AB7274  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AB7274  ELLIP HEIGHT-         412.21  (meters)          (06/19/01) GPS OBS
 AB7274  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AB7274
 AB7274  HORZ ORDER  -  FIRST
 AB7274  ELLP ORDER  -  FIFTH     CLASS I
 AB7274
 AB7274.This mark is at Eastland Muni (ETN) Airport (ETN)
 AB7274
 AB7274.The horizontal coordinates were established by GPS observations
 AB7274.and adjusted by the National Geodetic Survey in October 1996..
 AB7274
 AB7274.The orthometric height was determined by GPS observations and a
 AB7274.high-resolution geoid model.
 AB7274
 AB7274.GPS derived orthometric heights for airport stations designated as
 AB7274.PACS or SACS are published to 2 decimal places.  This maintains
 AB7274.centimeter relative accuracy between the PACS and SACS.  It does
 AB7274.not indicate centimeter accuracy relative to other marks which are
 AB7274.part of the NAVD 88 network.
 AB7274
 AB7274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7274
 AB7274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7274
 AB7274.The ellipsoidal height was determined by GPS observations
 AB7274.and is referenced to NAD 83.
 AB7274
 AB7274.The geoid height was determined by GEOID03.
 AB7274
 AB7274;                    North         East     Units Scale Factor Converg.
 AB7274;SPC TXNC     - 2,082,244.674   570,794.358   MT  0.99993527   -0 10 09.6
 AB7274;SPC TXNC     - 6,831,497.73  1,872,681.16   sFT  0.99993527   -0 10 09.6
 AB7274;UTM  14      - 3,585,670.747   517,821.492   MT  0.99960392   +0 06 05.7
 AB7274
 AB7274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7274!SPC TXNC     -   0.99993528  x   0.99993527  =   0.99987056
 AB7274!UTM  14      -   0.99993528  x   0.99960392  =   0.99953923
 AB7274
 AB7274                          SUPERSEDED SURVEY CONTROL
 AB7274
 AB7274  ELLIP H (10/10/96)  412.26   (m)                       GP(       ) 5 1
 AB7274
 AB7274.Superseded values are not recommended for survey control.
 AB7274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7274.See file dsdata.txt to determine how the superseded data were derived.
 AB7274
 AB7274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA1782185671(NAD 83)
 AB7274_MARKER: I = METAL ROD
 AB7274_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7274_STAMPING: ETN A 1995
 AB7274_MARK LOGO: NGS   
 AB7274_PROJECTION: FLUSH
 AB7274_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7274+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7274_ROD/PIPE-DEPTH: 3.35 meters
 AB7274_SLEEVE-DEPTH  : 1 meters
 AB7274
 AB7274  HISTORY     - Date     Condition        Report By
 AB7274  HISTORY     - 1995     MONUMENTED       NGS
 AB7274  HISTORY     - 20020316 GOOD             USPSQD
 AB7274
 AB7274                          STATION DESCRIPTION
 AB7274
 AB7274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7274'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF MORTON VALLEY,
 AB7274'4.5 MI (7.2 KM) WEST OF OLDEN, 1.0 MI (1.6 KM) NORTH NORTHEAST OF
 AB7274'EASTLAND, AT THE EASTLAND MUNICIPAL AIRPORT AND NEAR THE APPROACH END
 AB7274'OF RUNWAY 35.  OWNERSHIP--CITY OF EASTLAND, BOX 749, EASTLAND TX
 AB7274'76448.  AIRPORT MANAGER, JOE BEATTY, PHONE (817) 629-1588.  TO REACH
 AB7274'THE STATION FROM THE JUCTION OF INTERSTATE HIGHWAY 20 AND STATE
 AB7274'HIGHWAY 6 (EXIT 340) JUST SOUTH OF EASTLAND, GO NORTH ON STATE HIGHWAY
 AB7274'6 FOR 2.2 MI (3.5 KM) TO THE JUCTION OF STATE HIGHWAY 112. CONTINUE
 AB7274'AHEAD AND GO NORTH ON STATE ROAD 112 FOR 0.95 MI (1.53 KM) TO A PAVED
 AB7274'ROAD ON THE RIGHT, TURN RIGHT AND GO EAST, THEN SOUTH FOR 0.3 MI (0.5
 AB7274'KM) TO THE ROAD END AT A AIRPORT OFFICE ON THE LEFT, PASS BUILDING,
 AB7274'TURN LEFT AND GO EAST ON THE TAXIWAY RAMP FOR O.1 MI TO THE RUNWAY,
 AB7274'TURN RIGHT AND GO SOUTH ON THE RUNWAY FOR 0.4 MI (0.6 KM) TO THE
 AB7274'RUNWAY END AND THE STATION ON THE RIGHT.  THE STATION IS 161.0 FT
 AB7274'(49.1 M) WEST OF THE RUNWAY CENTER, 98.0 FT (29.9 M) NORTH OF THE
 AB7274'NORTHWEST POST OF A SMALL POLE BARN AND 3.0 FT (0.9 M) EAST FROM A
 AB7274'WITNESS POST.  DRL.
 AB7274
 AB7274                          STATION RECOVERY (2002)
 AB7274
 AB7274'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 AB7274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0469 ***********************************************************************
 BY0469  DESIGNATION -  ETOILE
 BY0469  PID         -  BY0469
 BY0469  STATE/COUNTY-  TX/NACOGDOCHES
 BY0469  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0469
 BY0469                         *CURRENT SURVEY CONTROL
 BY0469  ___________________________________________________________________
 BY0469* NAD 83(1993)-  31 21 39.46665(N)    094 23 19.97752(W)     ADJUSTED  
 BY0469* NAVD 88     -       127.48   (+/-2cm)     418.2    (feet)  VERTCON   
 BY0469  ___________________________________________________________________
 BY0469  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BY0469  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BY0469
 BY0469  HORZ ORDER  -  SECOND
 BY0469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0469
 BY0469.The horizontal coordinates were established by classical geodetic methods
 BY0469.and adjusted by the National Geodetic Survey in February 1996..
 BY0469
 BY0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0469.The vertical order pertains to the NGVD 29 superseded value.
 BY0469
 BY0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0469
 BY0469.The geoid height was determined by GEOID03.
 BY0469
 BY0469;                    North         East     Units Scale Factor Converg.
 BY0469;SPC TX C     - 3,202,929.265 1,265,245.760   MT  0.99990136   +3 03 42.3
 BY0469;SPC TX C     -10,508,277.10  4,151,060.46   sFT  0.99990136   +3 03 42.3
 BY0469;UTM  15      - 3,470,440.140   367,904.939   MT  0.99981522   -0 43 22.5
 BY0469
 BY0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0469!SPC TX C     -   0.99998431  x   0.99990136  =   0.99988567
 BY0469!UTM  15      -   0.99998431  x   0.99981522  =   0.99979953
 BY0469
 BY0469:                Primary Azimuth Mark                     Grid Az
 BY0469:SPC TX C     -  ETOILE AZ MK                             023 35 39.2
 BY0469:UTM  15      -  ETOILE AZ MK                             027 22 44.0
 BY0469
 BY0469|---------------------------------------------------------------------|
 BY0469| PID    Reference Object                     Distance      Geod. Az  |
 BY0469|                                                           dddmmss.s |
 BY0469| CV7569 ETOILE AZ MK                                       0263921.5 |
 BY0469| BY0470 ETOILE RM 1                          25.792 METERS 03552     |
 BY0469| BY2637 JACKSON HILL LOOKOUT TOWER          APPROX.11.0 KM 1232546.3 |
 BY0469| BY2638 ETOILE LOOKOUT TOWER 6 1949          27.307 METERS 12947     |
 BY0469| BY2641 ROCKY HILL FOREST SERV LOT 65       APPROX.15.7 KM 2701049.8 |
 BY0469|---------------------------------------------------------------------|
 BY0469
 BY0469                          SUPERSEDED SURVEY CONTROL
 BY0469
 BY0469  NAD 83(1986)-  31 21 39.47653(N)    094 23 19.96748(W) AD(       ) 2
 BY0469  NAD 27      -  31 21 38.80900(N)    094 23 19.24100(W) AD(       ) 2
 BY0469  NGVD 29 (??/??/92)  127.512  (m)          418.35   (f) ADJ UNCH    2 0
 BY0469
 BY0469.Superseded values are not recommended for survey control.
 BY0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0469.See file dsdata.txt to determine how the superseded data were derived.
 BY0469
 BY0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6790570440(NAD 83)
 BY0469_MARKER: DS = TRIANGULATION STATION DISK
 BY0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0469_STAMPING: ETOILE 1949
 BY0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0469+STABILITY: SURFACE MOTION
 BY0469
 BY0469  HISTORY     - Date     Condition        Report By
 BY0469  HISTORY     - 1949     MONUMENTED       CGS
 BY0469  HISTORY     - 1952     GOOD             CGS
 BY0469  HISTORY     - 1958     GOOD             CGS
 BY0469  HISTORY     - 1968     GOOD             CGS
 BY0469  HISTORY     - 1968     GOOD             NGS
 BY0469
 BY0469                          STATION DESCRIPTION
 BY0469
 BY0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY0469'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH HILL ABOUT 10
 BY0469'MILES SOUTH OF THE TOWN OF CHIRENO, 3.25 MILES EAST-SOUTHEAST
 BY0469'OF THE TOWN OF ETOILE, AND IS 89.59 FEET NORTHWEST OF THE CENTER
 BY0469'OF ETOILE LOOKOUT TOWER NO. 6.  IT PROJECTS 2 INCHES AND IS
 BY0469'STAMPED ETOILE 1949.
 BY0469'
 BY0469'REFERENCE MARK NO. 1 IS ON THE NORTHERN SLOPE OF THE HILL AND
 BY0469'IS ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT IS
 BY0469'28 FEET WEST OF THE CENTER OF A GRADED ROAD, PROJECTS 5
 BY0469'INCHES AND IS STAMPED ETOILE NO 1 1949.
 BY0469'
 BY0469'REFERENCE MARK NO. 2 IS A U.S.E.D. DISK SET IN THE TOP OF A
 BY0469'TWELVE INCH SQUARE CONCRETE POST THAT PROJECTS TWO INCHES.
 BY0469'IT IS DIRECTLY UNDER THE CENTER OF THE LOOKOUT TOWER AND IS
 BY0469'STAMPED ETOILE.
 BY0469'
 BY0469'AZIMUTH MARK IS 0.5 MILE NORTH-NORTHEAST OF THE STATION,
 BY0469'0.15 MILE EAST OF A CROSSROAD, 46 FEET NORTH OF THE CENTER OF
 BY0469'A GRADED ROAD, AND 7.5 FEET NORTHEAST OF A WITNESS POST.  IT
 BY0469'PROJECTS 6 INCHES AND IS STAMPED ETOILE 1949.
 BY0469'
 BY0469'TO REACH THE STATION FROM THE POSTOFFICE IN CHIRENO, GO SOUTH ON
 BY0469'THE MAIN ROAD FOR 0.15 MILE TO A Y-INTERSECTION, TAKE RIGHT
 BY0469'FORK AND GO 1.8 MILES TO A Y-INTERSECTION, TAKE LEFT FORK
 BY0469'AND GO 4.5 MILES TO A FOUR POINT INTERSECTION, TAKE EXTREME
 BY0469'ROAD TO THE LEFT AND GO 4.8 MILES TO THE INTERSECTION OF A
 BY0469'T-ROAD, TURN LEFT AND GO 0.1 TO A RAILROAD CROSSING IN ETOILE,
 BY0469'CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO A SIDE ROAD LEFT,
 BY0469'TURN LEFT AND GO 2.8 MILES TO A CROSSROAD, TURN RIGHT AND GO
 BY0469'0.5 MILE TO THE TOP OF A GRADE AND THE ETOILE LOOKOUT TOWER
 BY0469'NO. 6 AND THE STATION AS DESCRIBED.
 BY0469'
 BY0469'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST FOR
 BY0469'0.5 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 0.15
 BY0469'MILE TO THE TOP OF A GRADE AND THE MARK ON THE LEFT AS DESCRIBED.
 BY0469'
 BY0469'AN 87 FOOT SIGNAL AT MOTT 1931 IS VISIBLE AT 64 FEET.
 BY0469'
 BY0469'A 74 FOOT SIGNAL AT MOSSHILL IS VISIBLE AT 64 FEET.
 BY0469'
 BY0469'A 100 FOOT SIGNAL AT HUNTINGTON IS VISIBLE AT 64 FEET.
 BY0469'
 BY0469'A 74 FOOT SIGNAL AT BERRY IS VISIBLE AT 64 FEET.
 BY0469'
 BY0469'A 100 FOOT SIGNAL AT CHIRENO IS VISIBLE AT 77 FEET.
 BY0469'
 BY0469'AN 87 FOOT SIGNAL AT BANNISTER 1931 IS VISIBLE AT 37 FEET.
 BY0469'
 BY0469'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 BY0469
 BY0469                          STATION RECOVERY (1952)
 BY0469
 BY0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 BY0469'3.35 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE
 BY0469'AT ETOILE, THENCE 1.2 MILES NORTHEAST ALONG A WOODS ROAD, AT
 BY0469'FIRE LOOKOUT TOWER 6, 0.2 MILE NORTHEAST OF A TRACK ROAD LEADING
 BY0469'SOUTHEAST, 75.7 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 BY0469'FIRE TOWER, 30 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 BY0469'14.3 FEET EAST OF A 14 INCH PINE TREE, 3 FEET SOUTH OF A WITNESS
 BY0469'POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 BY0469'POST WHICH IS FLUSH WITH THE GROUND, STAMPED ETOILE 1949.
 BY0469'
 BY0469'ETOILE R.M. 1 IS 116 FEET NORTH OF THE NORTHWEST LEG OF THE
 BY0469'FIRE TOWER, 84.4 FEET NORTHEAST OF TRIANGULATION STATION
 BY0469'ETOILE 1949, 28 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 BY0469'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY0469'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED ETOILE NO 1 1949.
 BY0469'
 BY0469'ETOILE R.M. 2 (U.S.E.D.) IS 75.7 FEET SOUTHEAST OF TRIANGULATION
 BY0469'STATION ETOILE 1949, 57 FEET EAST OF THE CENTER LINE OF THE
 BY0469'ROAD, A U.S.E.D. DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY0469'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED ETOILE.
 BY0469
 BY0469                          STATION RECOVERY (1958)
 BY0469
 BY0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ELJ)
 BY0469'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BY0469'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 BY0469'TO STATION SITE ARE CORRECT.
 BY0469
 BY0469                          STATION RECOVERY (1968)
 BY0469
 BY0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BY0469'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 BY0469'MARK WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 BY0469'IS ADEQUATE FOR RECOVERY EXCEPT THE LOOKOUT TOWER HAS BEEN
 BY0469'TORN DOWN.  A NEW LOOKOUT TOWER HAS BEEN ERECTED ABOUT 135
 BY0469'FEET SOUTHEAST OF THE STATION.  WITNESS POSTS WERE SET AT THE
 BY0469'STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK.
 BY0469'
 BY0469'AN ALTERNATE ROUTE TO REACH THE STATION IS AS FOLLOWS--TO
 BY0469'REACH THE STATION FROM THE POST OFFICE IN ETOILE, GO SOUTH
 BY0469'ON F.M. HIGHWAY 226 FOR 0.85 MILE TO THE JUNCTION OF STATE
 BY0469'HIGHWAY 103.  THENCE GO SOUTHEAST ON F.M. HIGHWAY 226 FOR 2.55
 BY0469'MILES TO A SIDE ROAD ON THE LEFT, JUST BEFORE REACHING THE
 BY0469'HOME OF MR. WHITEHEAD.  TURN LEFT, NORTHEAST, AND FOLLOW THE
 BY0469'DIRT ROAD FOR 1.25 MILES TO A LOOKOUT TOWER AND THE STATION.
 BY0469'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHERLY ON
 BY0469'THE DIRT ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN RIGHT, GO
 BY0469'0.15 MILE TO MARK ON THE LEFT.
 BY0469'
 BY0469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.65 MILES
 BY0469'SOUTHEAST OF ETOILE.
 BY0469
 BY0469                          STATION RECOVERY (1968)
 BY0469
 BY0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BY0469'4.65 MI SE FROM ETOILE.
 BY0469'ABOUT 0.85 MILE SOUTH ALONG F.M. HIGHWAY 226 FROM THE POST OFFICE IN
 BY0469'ETOILE TO STATE HIGHWAY 103, THENCE 2.55 MILES SOUTHEAST ALONG F.M.
 BY0469'HIGHWAY 226, THENCE 1.25 MILES NORTHEAST ALONG A DIRT ROAD TO SITE OF
 BY0469'STATION, AT A FIRE LOOKOUT TOWER, 135 FEET NORTHWEST OF THE TOWER, 30
 BY0469'FEET NORTHWEST OF THE CENTER OF THE DIRT ROAD, 89 FEET NORTHWEST OF
 BY0469'U.S.E.D. MARK, 84 FEET SOUTH OF REFERENCE MARK NO. 1, AND 1 FOOT NORTH
 BY0469'OF A METAL WITNESS POST.  A C AND GS TRIANGULATION STATION DISK SET IN
 BY0469'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2638 ***********************************************************************
 BY2638  DESIGNATION -  ETOILE LOOKOUT TOWER 6 1949
 BY2638  PID         -  BY2638
 BY2638  STATE/COUNTY-  TX/NACOGDOCHES
 BY2638  USGS QUAD   -  ETOILE SOUTH (1984)
 BY2638
 BY2638                         *CURRENT SURVEY CONTROL
 BY2638  ___________________________________________________________________
 BY2638* NAD 83(1993)-  31 21 38.89937(N)    094 23 19.18344(W)     ADJUSTED  
 BY2638* NAVD 88     -       127.     (meters)     417.     (feet)  SCALED    
 BY2638  ___________________________________________________________________
 BY2638  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BY2638  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BY2638
 BY2638  HORZ ORDER  -  SECOND
 BY2638
 BY2638.The horizontal coordinates were established by classical geodetic methods
 BY2638.and adjusted by the National Geodetic Survey in February 1996..
 BY2638
 BY2638.The orthometric height was scaled from a topographic map.
 BY2638
 BY2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2638
 BY2638.The geoid height was determined by GEOID03.
 BY2638
 BY2638;                    North         East     Units Scale Factor Converg.
 BY2638;SPC TX C     - 3,202,912.941 1,265,267.647   MT  0.99990134   +3 03 42.7
 BY2638;SPC TX C     -10,508,223.54  4,151,132.27   sFT  0.99990134   +3 03 42.7
 BY2638;UTM  15      - 3,470,422.408   367,925.700   MT  0.99981515   -0 43 22.1
 BY2638
 BY2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2638!SPC TX C     -   0.99998439  x   0.99990134  =   0.99988573
 BY2638!UTM  15      -   0.99998439  x   0.99981515  =   0.99979954
 BY2638
 BY2638                          SUPERSEDED SURVEY CONTROL
 BY2638
 BY2638  NAD 83(1986)-  31 21 38.90925(N)    094 23 19.17341(W) AD(       ) 2
 BY2638  NAD 27      -  31 21 38.24200(N)    094 23 18.44700(W) AD(       ) 2
 BY2638
 BY2638.Superseded values are not recommended for survey control.
 BY2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2638.See file dsdata.txt to determine how the superseded data were derived.
 BY2638
 BY2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6792670422(NAD 83)
 BY2638_MARKER: 57 = LOOKOUT TOWER
 BY2638
 BY2638  HISTORY     - Date     Condition        Report By
 BY2638  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2638  HISTORY     - 1968     SEE DESCRIPTION  CGS
 BY2638
 BY2638                          STATION DESCRIPTION
 BY2638
 BY2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2638'THE STATION IS LOCATED ON THE CREST OF A PROMINENT TIMBERED
 BY2638'HILL ABOUT 10.0 MILES SOUTH OF CHIRENO AND 3.25 MILES
 BY2638'EAST-SOUTHEAST OF ETOILE.  IT IS OWNED AND OPERATED BY THE
 BY2638'TEXAS STATE FOREST SERVICE.
 BY2638'
 BY2638'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A HOUSE AT THE
 BY2638'TOP.  THE HOUSE HAS A PYRAMIDAL ROOF AND ITS OVERALL HEIGHT
 BY2638'IS ABOUT 110 FEET.
 BY2638'
 BY2638'THE POINT OBSERVED AND TRAVERSED TO WAS THE U.S.E.D. MARK
 BY2638'CENTERED UNDER THE LOOKOUT TOWER.
 BY2638
 BY2638                          STATION RECOVERY (1968)
 BY2638
 BY2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BY2638'STATION DESTROYED.  THE OLD LOOKOUT TOWER HAS BEEN TORE DOWN.
 BY2638'A NEW LOOKOUT TOWER HAS BEEN ERECTED ABOUT 45 FEET SOUTHEAST
 BY2638'OF THE OLD SITE, AND IT IS ABOUT ON LINE AS THE U.S.E.D. MARKER
 BY2638'IS FROM TRIANGULATION STATION ETOILE 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0470 ***********************************************************************
 BY0470  DESIGNATION -  ETOILE RM 1
 BY0470  PID         -  BY0470
 BY0470  STATE/COUNTY-  TX/NACOGDOCHES
 BY0470  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0470
 BY0470                         *CURRENT SURVEY CONTROL
 BY0470  ___________________________________________________________________
 BY0470* NAD 83(1986)-  31 21 39.     (N)    094 23 20.     (W)     SCALED    
 BY0470* NAVD 88     -       127.06   (+/-2cm)     416.9    (feet)  VERTCON   
 BY0470  ___________________________________________________________________
 BY0470  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BY0470
 BY0470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0470
 BY0470.The horizontal coordinates were scaled from a topographic map and have
 BY0470.an estimated accuracy of +/- 6 seconds.
 BY0470
 BY0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0470.The vertical order pertains to the NGVD 29 superseded value.
 BY0470
 BY0470.The geoid height was determined by GEOID03.
 BY0470
 BY0470;                    North         East    Units  Estimated Accuracy
 BY0470;SPC TX C     - 3,202,920.    1,265,250.      MT  (+/- 180 meters Scaled)
 BY0470
 BY0470                          SUPERSEDED SURVEY CONTROL
 BY0470
 BY0470  NGVD 29 (??/??/92)  127.096  (m)          416.98   (f) ADJ UNCH    2 0
 BY0470
 BY0470.Superseded values are not recommended for survey control.
 BY0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0470.See file dsdata.txt to determine how the superseded data were derived.
 BY0470
 BY0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ679704(NAD 83)
 BY0470_MARKER: DR = REFERENCE MARK DISK
 BY0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0470_STAMPING: ETOILE NO 1 1949
 BY0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0470+STABILITY: SURFACE MOTION
 BY0470
 BY0470  HISTORY     - Date     Condition        Report By
 BY0470  HISTORY     - 1949     MONUMENTED       CGS
 BY0470  HISTORY     - 1968     GOOD             NGS
 BY0470
 BY0470                          STATION DESCRIPTION
 BY0470
 BY0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0470'4.65 MI SE FROM ETOILE.
 BY0470'ABOUT 0.85 MILE SOUTH ALONG F.M. HIGHWAY 226 FROM THE POST OFFICE IN
 BY0470'ETOILE TO STATE HIGHWAY 103, THENCE 2.55 MILES SOUTHEAST ALONG F.M.
 BY0470'HIGHWAY 226, THENCE 1.25 MILES NORTHEAST ALONG A DIRT ROAD TO SITE OF
 BY0470'MARK, ABOUT 145 FEET NORTH OF A FIRE LOOKOUT TOWER, 28 FEET WEST OF
 BY0470'THE CENTER OF THE DIRT ROAD, 84 FEET NORTH OF TRIANGULATION STATION
 BY0470'ETOILE, AND 1 FOOT NORTH OF A METAL WITNESS POST.  A C AND GS
 BY0470'REFERENCE MARK DISK SET IN AN 8 X 8 IN. CONCRETE POST WHICH PROJECTS
 BY0470'ABOUT 3 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0471 ***********************************************************************
 BY0471  DESIGNATION -  ETOILE RM 2
 BY0471  PID         -  BY0471
 BY0471  STATE/COUNTY-  TX/NACOGDOCHES
 BY0471  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0471
 BY0471                         *CURRENT SURVEY CONTROL
 BY0471  ___________________________________________________________________
 BY0471* NAD 83(1986)-  31 21 39.     (N)    094 23 20.     (W)     SCALED    
 BY0471* NAVD 88     -       127.99   (+/-2cm)     419.9    (feet)  VERTCON   
 BY0471  ___________________________________________________________________
 BY0471  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BY0471
 BY0471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0471
 BY0471.The horizontal coordinates were scaled from a topographic map and have
 BY0471.an estimated accuracy of +/- 6 seconds.
 BY0471
 BY0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0471.The vertical order pertains to the NGVD 29 superseded value.
 BY0471
 BY0471.The geoid height was determined by GEOID03.
 BY0471
 BY0471;                    North         East    Units  Estimated Accuracy
 BY0471;SPC TX C     - 3,202,920.    1,265,250.      MT  (+/- 180 meters Scaled)
 BY0471
 BY0471                          SUPERSEDED SURVEY CONTROL
 BY0471
 BY0471  NGVD 29 (??/??/92)  128.029  (m)          420.04   (f) ADJ UNCH    2 0
 BY0471
 BY0471.Superseded values are not recommended for survey control.
 BY0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0471.See file dsdata.txt to determine how the superseded data were derived.
 BY0471
 BY0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ679704(NAD 83)
 BY0471_MARKER: DR = REFERENCE MARK DISK
 BY0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0471_STAMPING: ETOILE
 BY0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0471+STABILITY: SURFACE MOTION
 BY0471
 BY0471  HISTORY     - Date     Condition        Report By
 BY0471  HISTORY     - UNK      MONUMENTED       DOD
 BY0471  HISTORY     - 1968     GOOD             NGS
 BY0471
 BY0471                          STATION DESCRIPTION
 BY0471
 BY0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0471'4.65 MI SE FROM ETOILE.
 BY0471'ABOUT 0.85 MILE SOUTH ALONG F.M. HIGHWAY 226 FROM THE POST OFFICE IN
 BY0471'ETOILE TO STATE HIGHWAY 103, THENCE 2.55 MILES SOUTHEAST ALONG F.M.
 BY0471'HIGHWAY 226, THENCE 1.25 MILES NORTHEAST ALONG A DIRT ROAD TO SITE OF
 BY0471'MARK, 57 FEET SOUTHEAST OF THE CENTER OF ROAD, 45 FEET NORTHWEST OF
 BY0471'THE CENTER OF A LOOK OUT TOWER, 89 FEET SOUTHEAST OF TRIANGULATION
 BY0471'STATION ETOILE.  A USED DISK SET IN A 12 X 12 IN. CONCRETE CONCRETE
 BY0471'POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0911 ***********************************************************************
 GK0911  DESIGNATION -  ETTER
 GK0911  PID         -  GK0911
 GK0911  STATE/COUNTY-  TX/MOORE
 GK0911  USGS QUAD   -  CACTUS EAST (1963)
 GK0911
 GK0911                         *CURRENT SURVEY CONTROL
 GK0911  ___________________________________________________________________
 GK0911* NAD 83(1993)-  36 01 25.31329(N)    101 59 52.30098(W)     ADJUSTED  
 GK0911* NAVD 88     -      1105.1    (meters)    3626.     (feet)  VERTCON   
 GK0911  ___________________________________________________________________
 GK0911  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 GK0911  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 GK0911
 GK0911  HORZ ORDER  -  SECOND
 GK0911
 GK0911.The horizontal coordinates were established by classical geodetic methods
 GK0911.and adjusted by the National Geodetic Survey in February 1996..
 GK0911
 GK0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0911
 GK0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0911
 GK0911.The geoid height was determined by GEOID03.
 GK0911
 GK0911;                    North         East     Units Scale Factor Converg.
 GK0911;SPC TX N     - 1,224,620.895   155,126.101   MT  0.99996666   -0 17 18.7
 GK0911;SPC TX N     - 4,017,777.05    508,942.88   sFT  0.99996666   -0 17 18.7
 GK0911;UTM  14      - 3,990,735.618   229,852.430   MT  1.00049934   -1 45 51.0
 GK0911;UTM  13      - 3,990,747.502   770,533.116   MT  1.00050191   +1 46 00.1
 GK0911
 GK0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0911!SPC TX N     -   0.99983066  x   0.99996666  =   0.99979733
 GK0911!UTM  14      -   0.99983066  x   1.00049934  =   1.00032992
 GK0911!UTM  13      -   0.99983066  x   1.00050191  =   1.00033249
 GK0911
 GK0911|---------------------------------------------------------------------|
 GK0911| PID    Reference Object                     Distance      Geod. Az  |
 GK0911|                                                           dddmmss.s |
 GK0911| CM8045 ETTER RM 1                           20.665 METERS 00237     |
 GK0911| CM8043 ETTER AZ MK                                        0140632.5 |
 GK0911| CM8046 ETTER RM 2                           25.663 METERS 08605     |
 GK0911| CM8047 ETTER RM 3                            7.353 METERS 18037     |
 GK0911| CM8044 ETTER AZ MK 2                                      2721606.7 |
 GK0911|---------------------------------------------------------------------|
 GK0911
 GK0911                          SUPERSEDED SURVEY CONTROL
 GK0911
 GK0911  NAD 83(1993)-  36 01 25.31264(N)    101 59 52.30106(W) AD(       ) 2
 GK0911  NAD 83(1986)-  36 01 25.32194(N)    101 59 52.29065(W) AD(       ) 2
 GK0911  NAD 27      -  36 01 25.19300(N)    101 59 50.65400(W) AD(       ) 2
 GK0911  NGVD 29 (07/19/86) 1104.6    (m)         3624.     (f) VERT ANG       
 GK0911
 GK0911.Superseded values are not recommended for survey control.
 GK0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0911.See file dsdata.txt to determine how the superseded data were derived.
 GK0911
 GK0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE2985290736(NAD 83)
 GK0911_MARKER: DS = TRIANGULATION STATION DISK
 GK0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0911
 GK0911  HISTORY     - Date     Condition        Report By
 GK0911  HISTORY     - 1935     MONUMENTED       CGS
 GK0911  HISTORY     - 1953     GOOD             CGS
 GK0911  HISTORY     - 1973     MARK NOT FOUND   USAF
 GK0911
 GK0911                          STATION DESCRIPTION
 GK0911
 GK0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GK0911'STATION ETTER IS ABOUT 1/2 MILE SOUTHEAST OF THE ETTER DEPOT AND
 GK0911'IS ABOUT 0.2 MI. EAST OF THE TRACK CROSSINGS OF THE ROCK ISLAND
 GK0911'AND SANTA FE RAILROADS.  IT IS ABOUT 100 YDS. WEST OF TEXAS
 GK0911'ROUTE NO. 9 AND IS ABOUT 0.4 MI. SOUTH OF THE ETTER POSTOFFICE.
 GK0911'THE STATION IS 36 FT. SOUTH OF THE CENTER OF A GRADED ROAD
 GK0911'AND IS 39.3 FT. NORTH OF THE NORTH RAIL OF THE MAIN LINE OF THE
 GK0911'ROCK ISLAND R.R.  THE MARK PROJECTS 6 INCHES.
 GK0911'
 GK0911'R.M. 1 IS NORTH OF THE STATION AND IS 32 FT. NORTH OF THE CENTER
 GK0911'OF THE ROAD.  THE MARK PROJECTS 4 INCHES.
 GK0911'
 GK0911'R.M. 2 IS EAST OF THE STATION.  IT IS 31 FT. SOUTH OF THE CENTER
 GK0911'OF THE ROAD AND IS 2 FT. SOUTH OF THE FENCE.  THE MARK PROJECTS 6
 GK0911'INCHES.
 GK0911'
 GK0911'THE AZIMUTH MARK IS ABOUT 0.4 MI. NORTH-NORTHEAST OF THE STATION.
 GK0911'IT IS 45 FT. WEST OF THE CENTER OF THE HIGHWAY AND IS 49 FT.
 GK0911'SOUTH OF THE CENTER OF THE GRADED ROAD WHICH RUNS BETWEEN THE
 GK0911'MARK AND THE ETTER POSTOFFICE.  THE MARK PROJECTS 6 INCHES.
 GK0911'
 GK0911'THE STATION IS REACHED FROM THE ETTER POSTOFFICE BY GOING SOUTH
 GK0911'ON TEXAS ROUTE NO. 9, 0.4 MI.  TURN WEST JUST NORTH OF THE TRACKS
 GK0911'AND GO ABOUT 100 YDS. TO THE STATION ON THE SOUTH SIDE OF
 GK0911'THE ROAD.
 GK0911'
 GK0911'A TEN FOOT TOWER CLEARED ALL LINES.
 GK0911
 GK0911                          STATION RECOVERY (1953)
 GK0911
 GK0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0911'STATION, AZIMUTH MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED
 GK0911'AS DESCRIBED.  REFERENCE MARK NUMBER 1 HAS BEEN DESTROYED BY ROAD
 GK0911'CONSTRUCTION AND A NEW MARK, REFERENCE MARK NUMBER 3 WAS
 GK0911'ESTABLISHED.  THE AZIMUTH MARK IS NOT INTERVISIBLE FROM THE
 GK0911'STATION AS A BUILDING IS ON LINE.  IT WAS REMOVED AND A NEW
 GK0911'AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 GK0911'
 GK0911'STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF ETTER ON THE NORTH
 GK0911'SIDE OF THE ROCK ISLAND AND SANTA FE RAILROADS ABOUT 100 YARDS
 GK0911'WEST OF THE JUNCTION OF U.S. HIGHWAY 287 AND FARM ROAD 1266.
 GK0911'
 GK0911'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 GK0911'287 AND FARM ROAD 1266, JUST SOUTH OF ETTER, GO WEST ABOUT 100
 GK0911'YARDS TO STATION ON SOUTH SIDE OF ROAD.
 GK0911'
 GK0911'STATION, STAMPED ETTER 1935, IS A STANDARD USC AND GS BRONZE
 GK0911'DISK SET IN THE TOP OF CONCRETE MONUMENT THAT IS 1 FOOT SQUARE
 GK0911'AND PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 36.0 FEET
 GK0911'SOUTH OF THE CENTER LINE OF FARM ROAD 1266, 39.3 FEET NORTH
 GK0911'OF THE NORTH RAIL OF THE RAILROAD, AND UNDERNEATH A POWER LINE.
 GK0911'
 GK0911'R.M. 2, STAMPED ETTER NO 2 1935, IS A STANDARD USC AND GS BRONZE
 GK0911'DISK SET IN THE TOP OF A 1 FOOT SQUARE CONCRETE MONUMENT THAT
 GK0911'PROJECTS ABOUT 3 INCHES.  IT IS 31 FEET SOUTH OF THE CENTER
 GK0911'LINE OF FARM ROAD 1266.
 GK0911'
 GK0911'R.M. 3, STAMPED ETTER NO 3 1935 1953, IS A STANDARD USC AND GS
 GK0911'BRONZE DISK SET IN THE TOP OF 10 INCH SQUARE CONCRETE MONUMENT
 GK0911'THAT IS FLUSH WITH THE GROUND.  IT IS 13.0 FEET NORTH OF THE
 GK0911'NORTH RAIL OF RAILROAD AND 60.0 FEET SOUTH OF THE CENTER LINE
 GK0911'OF FARM ROAD 1266.
 GK0911'
 GK0911'AZIMUTH MARK, STAMPED ETTER 1935 1953, IS A STANDARD USC AND GS
 GK0911'BRONZE DISK SET IN THE TOP OF 10 INCH SQUARE CONCRETE MONUMENT
 GK0911'THAT PROJECTS ABOUT 1 INCH.  IT IS 2 FEET SOUTH OF FENCE LINE,
 GK0911'AND 50 FEET NORTH OF THE CENTER LINE OF FARM ROAD 1266.  TO
 GK0911'REACH FROM THE STATION GO WEST ON FARM ROAD 1266 FOR 0.5 MILE
 GK0911'TO MARK ON THE NORTH SIDE OF ROAD.
 GK0911
 GK0911                          STATION RECOVERY (1973)
 GK0911
 GK0911'RECOVERY NOTE BY US AIR FORCE 1973
 GK0911'STATION SITE WAS VISITED BUT STATION WAS NOT FOUND.  REFERENCE
 GK0911'MARK 2 WAS FOUND LYING ON ITS SIDE.  REFERENCE MARK 1 AND AZIMUTH
 GK0911'MARK WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0910 ***********************************************************************
 GK0910  DESIGNATION -  ETTER GRAIN CO INC GRAIN ELEV
 GK0910  PID         -  GK0910
 GK0910  STATE/COUNTY-  TX/MOORE
 GK0910  USGS QUAD   -  CACTUS EAST (1963)
 GK0910
 GK0910                         *CURRENT SURVEY CONTROL
 GK0910  ___________________________________________________________________
 GK0910* NAD 83(1993)-  36 01 22.42438(N)    101 59 53.55685(W)     ADJUSTED  
 GK0910* NAVD 88     -                                                        
 GK0910  ___________________________________________________________________
 GK0910  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 GK0910  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 GK0910
 GK0910  HORZ ORDER  -  THIRD
 GK0910
 GK0910.The horizontal coordinates were established by classical geodetic methods
 GK0910.and adjusted by the National Geodetic Survey in February 1996..
 GK0910
 GK0910
 GK0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0910
 GK0910.The geoid height was determined by GEOID03.
 GK0910
 GK0910;                    North         East     Units Scale Factor Converg.
 GK0910;SPC TX N     - 1,224,532.015   155,094.210   MT  0.99996651   -0 17 19.4
 GK0910;SPC TX N     - 4,017,485.45    508,838.25   sFT  0.99996651   -0 17 19.4
 GK0910;UTM  14      - 3,990,647.543   229,818.242   MT  1.00049957   -1 45 51.6
 GK0910;UTM  13      - 3,990,657.487   770,504.417   MT  1.00050172   +1 45 59.2
 GK0910
 GK0910                          SUPERSEDED SURVEY CONTROL
 GK0910
 GK0910  NAD 83(1993)-  36 01 22.42368(N)    101 59 53.55687(W) AD(       ) 4
 GK0910  NAD 83(1986)-  36 01 22.43264(N)    101 59 53.54556(W) AD(       ) 4
 GK0910  NAD 27      -  36 01 22.30600(N)    101 59 51.91400(W) AD(       ) 3
 GK0910
 GK0910.Superseded values are not recommended for survey control.
 GK0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0910.See file dsdata.txt to determine how the superseded data were derived.
 GK0910
 GK0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE2981890648(NAD 83)
 GK0910_MARKER: 65 = GRAIN ELEVATOR
 GK0910
 GK0910  HISTORY     - Date     Condition        Report By
 GK0910  HISTORY     - 1953     FIRST OBSERVED   CGS
 GK0910
 GK0910                          STATION DESCRIPTION
 GK0910
 GK0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0910'THE ELEVATOR IS LOCATED ABOUT 1/2 MILE SOUTH OF ETTER, 200
 GK0910'YARDS WEST OF U.S. HIGHWAY 287, AND ON THE SOUTH SIDE OF THE
 GK0910'EAST-WEST RAILROAD TRACKS.
 GK0910'
 GK0910'IT IS A LARGE CONCRETE STRUCTURE ABOUT 110 FEET HIGH WITH A
 GK0910'20 FOOT HEADHOUSE ON TOP.  THE CENTER OF THE HEADHOUSE WAS
 GK0910'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0825 ***********************************************************************
 CV0825  DESIGNATION -  EUBANK
 CV0825  PID         -  CV0825
 CV0825  STATE/COUNTY-  TX/GAINES
 CV0825  USGS QUAD   -  PAYNES CORNER (1971)
 CV0825
 CV0825                         *CURRENT SURVEY CONTROL
 CV0825  ___________________________________________________________________
 CV0825* NAD 83(1993)-  32 38 41.89863(N)    102 47 51.67471(W)     ADJUSTED  
 CV0825* NAVD 88     -      1041.9    (meters)    3418.     (feet)  VERTCON   
 CV0825  ___________________________________________________________________
 CV0825  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 CV0825  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 CV0825
 CV0825  HORZ ORDER  -  FIRST
 CV0825
 CV0825.The horizontal coordinates were established by classical geodetic methods
 CV0825.and adjusted by the National Geodetic Survey in February 1996..
 CV0825
 CV0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0825
 CV0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0825
 CV0825.The geoid height was determined by GEOID03.
 CV0825
 CV0825;                    North         East     Units Scale Factor Converg.
 CV0825;SPC TXNC     - 2,116,730.475   196,920.206   MT  0.99989765   -2 20 38.2
 CV0825;SPC TXNC     - 6,944,639.90    646,062.38   sFT  0.99989765   -2 20 38.2
 CV0825;UTM  13      - 3,614,071.835   706,572.290   MT  1.00012621   +1 11 18.3
 CV0825
 CV0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0825!SPC TXNC     -   0.99983992  x   0.99989765  =   0.99973759
 CV0825!UTM  13      -   0.99983992  x   1.00012621  =   0.99996611
 CV0825
 CV0825:                Primary Azimuth Mark                     Grid Az
 CV0825:SPC TXNC     -  SEMINOLE BELL TEL MICROWAVE              063 11 11.6
 CV0825:UTM  13      -  SEMINOLE BELL TEL MICROWAVE              059 39 15.1
 CV0825
 CV0825|---------------------------------------------------------------------|
 CV0825| PID    Reference Object                     Distance      Geod. Az  |
 CV0825|                                                           dddmmss.s |
 CV0825| CV0822 SEMINOLE BELL TEL MICROWAVE         APPROX.16.2 KM 0605033.4 |
 CV0825| CH9316 EUBANK RM 1                          27.166 METERS 18124     |
 CV0825| CH9315 EUBANK AZ MK                                       2684020.0 |
 CV0825| CH9317 EUBANK RM 2                          35.598 METERS 29349     |
 CV0825|---------------------------------------------------------------------|
 CV0825
 CV0825                          SUPERSEDED SURVEY CONTROL
 CV0825
 CV0825  NAD 83(1993)-  32 38 41.90015(N)    102 47 51.67244(W) AD(       ) 1
 CV0825  NAD 83(1986)-  32 38 41.90350(N)    102 47 51.67035(W) AD(       ) 1
 CV0825  NAD 27      -  32 38 41.51900(N)    102 47 49.98300(W) AD(       ) 1
 CV0825  NGVD 29 (07/19/86) 1041.6    (m)         3417.     (f) VERT ANG       
 CV0825
 CV0825.Superseded values are not recommended for survey control.
 CV0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0825.See file dsdata.txt to determine how the superseded data were derived.
 CV0825
 CV0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS0657214072(NAD 83)
 CV0825_MARKER: DS = TRIANGULATION STATION DISK
 CV0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0825
 CV0825  HISTORY     - Date     Condition        Report By
 CV0825  HISTORY     - 1935     MONUMENTED       CGS
 CV0825  HISTORY     - 1938     GOOD             TXHD
 CV0825  HISTORY     - 1938     GOOD             TXGS
 CV0825  HISTORY     - 1947     GOOD             PHILIP
 CV0825  HISTORY     - 1968     GOOD             CGS
 CV0825  HISTORY     - 1973     GOOD             NGS
 CV0825  HISTORY     - 1975     GOOD             NGS
 CV0825
 CV0825                          STATION DESCRIPTION
 CV0825
 CV0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0825'STATION IS LOCATED ABOUT 11 MILES SSW OF SEMINOLE AND IS ON HIGH
 CV0825'GROUND IN A SANDY PASTURE WHICH IS OWNED BY C.H. EUBANK.  IT IS
 CV0825'IN SEC. 8 (APPROX.), BLOCK AX.
 CV0825'
 CV0825'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0825'BRONZE DISKS SET IN CONCRETE.
 CV0825'
 CV0825'THE SURFACE MARK PROJECTS 6 INCHES AND IS 0.6 MILE E OF A
 CV0825'DESERTED RANCH HOUSE.
 CV0825'
 CV0825'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS S OF THE STATION.
 CV0825'
 CV0825'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND IS WNW OF THE STATION.
 CV0825'
 CV0825'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS W OF THE STATION.
 CV0825'IT IS IN AN E-W FENCE AT A POINT 162 FEET E OF THE E SIDE OF THE
 CV0825'CORRAL AT THE BELOW MENTIONED DESERTED RANCH.
 CV0825'
 CV0825'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 CV0825'51 AND 83 IN SEMINOLE, GO S ON STATE HIGHWAY 51 2.5 MILES TO A
 CV0825'GRADED ROAD ON THE RIGHT.  HERE LEAVE STATE HIGHWAY 51, TURN RIGHT
 CV0825'AND GO W ON GRADED ROAD 4.7 MILES TO A CATTLEGUARD.  PASS OVER
 CV0825'GUARD, TURN LEFT, AND FOLLOW MAIN ROAD S 1.0 MILE TO A POINT
 CV0825'WHERE THE ROAD AGAIN TURNS RIGHT OR W.  FOLLOW THE ROAD W 5.0
 CV0825'MILES TO A CATTLEGUARD.  PASS OVER GUARD, TURN LEFT, AND FOLLOW
 CV0825'MAIN ROAD S 1.0 MILE TO A POINT WHERE THE ROAD AGAIN TURNS
 CV0825'RIGHT OR W.  HERE LEAVE ROAD, GO E 30 YARDS TO A GATE IN AN E-W
 CV0825'FENCE.  PASS THROUGH GATE AND FOLLOW PLAIN TRACK ROAD
 CV0825'SOUTH-SOUTHEASTERLY 0.7 MILE TO A DESERTED RANCH.  AT THE RANCH
 CV0825'PASS THROUGH GATE IN N AND S FENCE S OF OPEN TANK (AZIMUTH MARK
 CV0825'IS 50 YARDS E OF THIS POINT) AND GO DUE E ACROSS COUNTRY 0.6
 CV0825'MILE TO THE HIGHEST GROUND AND STATION.
 CV0825'
 CV0825'A 50-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
 CV0825
 CV0825                          STATION RECOVERY (1938)
 CV0825
 CV0825'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0825'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0825'DESCRIPTION IS SATISFACTORY.  NO ATTEMPT MADE TO RECOVER THE
 CV0825'AZIMUTH MARK.
 CV0825
 CV0825                          STATION RECOVERY (1938)
 CV0825
 CV0825'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 CV0825'STATION RECOVERED IN GOOD CONDITION.
 CV0825
 CV0825                          STATION RECOVERY (1947)
 CV0825
 CV0825'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0825'STATION, AZIMUTH, AND BOTH REFERENCE MARKS ARE IN PERFECT
 CV0825'CONDITION AS DESCRIBED.  STATION MARK IS STAMPED EUBANK 1935.
 CV0825
 CV0825                          STATION RECOVERY (1968)
 CV0825
 CV0825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0825'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH MARK WERE
 CV0825'RECOVERED IN GOOD CONDITION.  THE STATION IS ABOUT 10 MILES
 CV0825'SOUTHWEST OF SEMINOLE ON THE HIGHEST GROUND OF PASTURE LAND IN THE
 CV0825'AREA.  THERE ARE SEVERAL OIL WELLS IN THE VICINITY.  A REVISED
 CV0825'ROUTE TO REACH STATION IS AS FOLLOWS--TO REACH STATION FROM THE
 CV0825'COURT HOUSE IN SEMINOLE, GO SOUTH ON U.S. HIGHWAY 385 FOR 0.5
 CV0825'MILE TO FARM ROAD 181.  TURN RIGHT, WEST, GO 0.6 MILE TO A
 CV0825'ROAD FORK, KEEP LEFT FORK, FARM ROAD 181, GO SOUTHWEST 4.3 MILES
 CV0825'TO A COUNTY ROAD ON RIGHT.  TURN RIGHT, WEST, GO 6.0 MILES TO
 CV0825'A CROSSROAD.  TURN LEFT, SOUTH, GO 1.0 MILE TO A SIDE ROAD
 CV0825'ON THE LEFT.  TURN LEFT, EAST, GO 0.15 MILE TO A SIDE ROAD ON
 CV0825'THE RIGHT*.  TURN RIGHT, SOUTH, GO 0.6 MILE TO AZIMUTH MARK WHICH
 CV0825'IS ABOUT 50 YARDS EAST OF CORRALS.  *FROM SIDE ROAD ON THE
 CV0825'RIGHT, CONTINUE EAST 0.9 MILE TO A SIDE ROAD ON THE RIGHT, AT
 CV0825'SIGN D.W. ST. CLAIR.  TURN RIGHT, SOUTH, GO 0.4 MILE TO AN OIL
 CV0825'WELL AND A TRACK ROAD LEADING SOUTHWEST.  FOLLOW TRACK ROAD FOR 0.2
 CV0825'MILE TO ANOTHER OIL WELL.  TURN LEFT, SOUTH, GO 0.1 MILE TO
 CV0825'STATION ON THE LEFT.  METAL WITNESS POSTS WERE SET AT THE
 CV0825'STATION MARK AND REFERENCE MARK NO. 1 AND THE AZIMUTH MARK.
 CV0825'
 CV0825'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 CV0825'SOUTHWEST OF SEMINOLE.  IN SECTION 8, BLOCK -AX.
 CV0825
 CV0825                          STATION RECOVERY (1973)
 CV0825
 CV0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CV0825'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 CV0825'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK
 CV0825'IS IN A SMALL SAND BLOWOUT AND IS EXPOSED 14-INCHES, BUT IS
 CV0825'SOLID.  THE DISTANCE TO R.M. 1 MEASURED .06 FOOT LONGER, AND THE
 CV0825'DISTANCES TO R.M. 2 AND BETWEEN THE REFERENCE MARKS .03 AND .08
 CV0825'FOOT SHORTER, SLOPE MEASUREMENT COULD HAVE ACCOUNTED FOR THE
 CV0825'TWO SHORTER DISTANCES.  THE HORIZONTAL ANGLES CHECKED GOOD.
 CV0825'
 CV0825'A NEW DESCRIPTION FOLLOWS--
 CV0825'
 CV0825'THE STATION IS LOCATED IN SEC. 8, BLOCK AX, ABOUT 10 MILES
 CV0825'SOUTHWEST OF SEMINOLE AND 5.5 MILES SOUTH OF U.S. HIGHWAYS 62
 CV0825'AND 180, ON THE HIGHEST PART OF A LOW RIDGE IN A PASTURE, 0.75
 CV0825'MILE SOUTHEAST OF THE FARMSTEAD OF MR. DONALD NICHOLS WHO
 CV0825'LEASES THE PROPERTY, IT IS OWNED BY MR. STERLING EMMETS JR. OF
 CV0825'HOUSTON, TEXAS.  THE PASTURE IS IN A PRODUCING OIL FIELD.
 CV0825'
 CV0825'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN SEMINOLE, GO WEST
 CV0825'ON U.S. HIGHWAYS 62 AND 180 FOR 9.0 MILES TO THE JUNCTION WITH
 CV0825'FARM ROAD 1757 TO THE NORTH, CONTINUE STRAIGHT AHEAD FOR 1.0
 CV0825'MILE TO A PAVED SIDE ROAD LEFT AND SIGN, HILLMAN PEACH ORCHARD,
 CV0825'TURN LEFT AND GO SOUTH ON PAVED ROAD 4.0 MILES TO A PAVED SIDE
 CV0825'ROAD LEFT, CONTINUE STRAIGHT AHEAD SOUTH FOR 1.35 MILES TO A
 CV0825'FARM DRIVEWAY ON THE LEFT AT THE NORTH END OF A LONG CURVE TO
 CV0825'THE WEST, TURN LEFT INTO THE DRIVEWAY AND GO EAST 0.15 MILE
 CV0825'TO A GATE AT THE BARN, GO THRU GATE AND TURN RIGHT AND GO
 CV0825'SOUTH ON TRACK ROAD 0.25 MILE TO A FENCE CORNER AND OIL
 CV0825'STORAGE TANK, TURN LEFT AND GO SOUTHEAST 0.1 MILE TO A WIRE
 CV0825'GATE, GO THRU GATE AND CONTINUE SOUTHEAST 0.05 MILE TO THE
 CV0825'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, GO EAST ON TRACK ROAD
 CV0825'0.25 MILE TO AN OIL WELL AND CALICHE ROAD, CONTINUE EAST ON
 CV0825'CALICHE ROAD 0.35 MILE TO ANOTHER OIL WELL AND T ROAD, TURN
 CV0825'RIGHT AND GO SOUTH 0.1 MILE TO THE TOP OF THE GRADE AND THE
 CV0825'STATION ON THE LEFT AS DESCRIBED.
 CV0825'
 CV0825'THE STATION MARK IS A STANDARD DISK STAMPED EUBANK 1935, SET IN
 CV0825'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 14-INCHES.  IT IS 290
 CV0825'FEET EAST OF A POWER POLE, 143 FEET EAST OF THE CENTER OF A
 CV0825'CALICHE ROAD, AND 5.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 CV0825'
 CV0825'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED EUBANK NO 1
 CV0825'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 CV0825'IT IS 140 FEET EAST OF THE CENTER OF THE ROAD.
 CV0825'
 CV0825'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED EUBANK NO 2 1935,
 CV0825'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT IS
 CV0825'193 FEET NORTHEAST OF THE POWER POLE, 36 FEET EAST OF THE CENTER
 CV0825'OF THE ROAD, AND 0.5 FEET EAST OF A METAL WITNESS POST.
 CV0825'
 CV0825'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED EUBANK
 CV0825'1935 AZIMUTH, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CV0825'12-INCHES.  IT IS ON THE NORTH EDGE OF A SMALL GROUP OF SAND DUNES
 CV0825'AND ABOUT 500 FEET EAST OF A WINDMILL, 162 FEET EAST OF EAST
 CV0825'FENCE OF CORRAL, 50 FEET SOUTHWEST OF POINT WHERE 2 TRACK ROADS
 CV0825'JOIN, 18 FEET SOUTH OF TRACK ROAD, AND 1.0 FOOT NORTH OF A METAL
 CV0825'WITNESS POST.
 CV0825'
 CV0825'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES SW
 CV0825'OF SEMINOLE
 CV0825
 CV0825                          STATION RECOVERY (1975)
 CV0825
 CV0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0825'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 CV0825'WERE RECOVERED IN GOOD CONDITION.  THE 1975 OBSERVATIONS CHECKS
 CV0825'THE 1969 DATA ADEQUATELY.  FOLLOWING IS A NEW DESCRIPTION.
 CV0825'
 CV0825'THE STATION IS LOCATED ABOUT 20 MILES EAST-SOUTHEAST OF HOBBS,
 CV0825'NEW MEXICO, 10 MILES SOUTHWEST OF SEMINOLE, 5-1/2 MILES SOUTH OF
 CV0825'U.S. HIGHWAYS 62 AND 180 AT PAYNES CORNER AND ON A LOW RIDGE ON
 CV0825'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  PERMISSION WAS
 CV0825'OBTAINED FROM DONALD NICHOLS WHO LEASES THE PROPERTY.  MR.
 CV0825'NICHOLS LIVES ABOUT 3/4 MILE NORTHWEST OF THE STATION.
 CV0825'
 CV0825'TO REACH THE STATION FROM THE COURTHOUSE IN SEMINOLE, GO WEST ON
 CV0825'U.S. HIGHWAYS 62 AND 180 AND 10.75 MILE TO THE JUNCTION WITH
 CV0825'FARM ROAD 1757, CONTINUE WEST ON THE HIGHWAY FOR 1.1 MILES TO A
 CV0825'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 3.75
 CV0825'MILES TO A FORK.  KEEP RIGHT AND CONTINUE SOUTH FOR 1.2 MILES
 CV0825'TO A CROSSROAD.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 CV0825'CONTINUE SOUTH FOR 0.45 MILE TO A CATTLE GUARD ON THE LEFT
 CV0825'AT A CURVE.  TURN LEFT, CROSSING THE CATTLE GUARD AND GO EAST
 CV0825'ON A TRACK ROAD FOR 0.15 MILE TO A FENCE AT AN OIL WELL.
 CV0825'TURN RIGHT AND GO SOUTH AND EAST ALONG THE FENCE FOR 0.2
 CV0825'MILE TO A WIRE GATE AHEAD, AN OLD WIRE CORRAL ON THE RIGHT
 CV0825'AND THE MARK JUST BEYOND THE GATE.) TURN LEFT AND GO EAST
 CV0825'ON A DIRT ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 CV0825'CROSS A CATTLE GUARD, AND GO SOUTH ON A TRACK ROAD FOR
 CV0825'0.5 MILE TO A T-ROAD.  TURN LEFT AND GO EAST ON A TRACK ROAD
 CV0825'FOR 0.3 MILE TO AN OIL WELL ON THE LEFT WHERE THE ROAD
 CV0825'TURNS RIGHT.  TURN RIGHT AND GO SOUTH ON THE TRACK ROAD FOR
 CV0825'0.05 MILE TO THE TOP OF THE RIDGE AND THE STATION ON THE LEFT.
 CV0825'
 CV0825'THE STATION MARK IS A STANDARD DISK, STAMPED EUBANK 1935, SET IN
 CV0825'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 FOOT.
 CV0825'IT IS 144 FEET EAST OF THE ROAD, 5.2 FEET SOUTHWEST OF A WITNESS
 CV0825'POST AND IN A DEPRESSION IN THE SAND.
 CV0825'
 CV0825'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EUBANK NO 1 1935,
 CV0825'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 CV0825'2 INCHES.  IT IS 142 FEET EAST OF THE ROAD, 92.8 FEET SOUTH OF THE
 CV0825'WITNESS POST AT THE STATION AND IS ABOUT 2 FEET LOWER THAN THE
 CV0825'STATION.
 CV0825'
 CV0825'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EUBANK NO 2 1935, SET
 CV0825'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 CV0825'1 INCH.  IT IS 24 FEET EAST OF THE ROAD, 6.0 FEET NORTHEAST OF A
 CV0825'WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CV0825'
 CV0825'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EUBANK AZIMUTH 1935,
 CV0825'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT PROJECTS
 CV0825'1 FOOT.  IT IS 260 FEET EAST OF THE CENTER OF THE GATE, 1 FOOT
 CV0825'SOUTH OF A WITNESS POST AND ON THE WEST SIDE OF A SAND DUNE THAT
 CV0825'IS COVERED WITH BRUSH.
 CV0825'
 CV0825'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CV0825'
 CV0825'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 CV0825'SOUTHWEST OF SEMINOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1096 ***********************************************************************
 CT1096  DESIGNATION -  EULA MAGNOLIA PLINE MICROWAVE
 CT1096  PID         -  CT1096
 CT1096  STATE/COUNTY-  TX/CALLAHAN
 CT1096  USGS QUAD   -  EULA (1984)
 CT1096
 CT1096                         *CURRENT SURVEY CONTROL
 CT1096  ___________________________________________________________________
 CT1096* NAD 83(1993)-  32 21 33.56072(N)    099 35 20.08337(W)     ADJUSTED  
 CT1096* NAVD 88     -                                                        
 CT1096  ___________________________________________________________________
 CT1096  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 CT1096  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CT1096
 CT1096  HORZ ORDER  -  THIRD
 CT1096
 CT1096.The horizontal coordinates were established by classical geodetic methods
 CT1096.and adjusted by the National Geodetic Survey in February 1996..
 CT1096
 CT1096
 CT1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1096
 CT1096.The geoid height was determined by GEOID03.
 CT1096
 CT1096;                    North         East     Units Scale Factor Converg.
 CT1096;SPC TXNC     - 2,077,340.877   497,516.043   MT  0.99994508   -0 35 38.0
 CT1096;SPC TXNC     - 6,815,409.19  1,632,267.22   sFT  0.99994508   -0 35 38.0
 CT1096;UTM  14      - 3,580,417.416   444,591.717   MT  0.99963786   -0 18 54.8
 CT1096
 CT1096                          SUPERSEDED SURVEY CONTROL
 CT1096
 CT1096  NAD 83(1986)-  32 21 33.56766(N)    099 35 20.07036(W) AD(       ) 4
 CT1096  NAD 27      -  32 21 33.10500(N)    099 35 18.77700(W) AD(       ) 3
 CT1096
 CT1096.Superseded values are not recommended for survey control.
 CT1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1096.See file dsdata.txt to determine how the superseded data were derived.
 CT1096
 CT1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4459280417(NAD 83)
 CT1096_MARKER: 44 = MICROWAVE MAST
 CT1096
 CT1096  HISTORY     - Date     Condition        Report By
 CT1096  HISTORY     - 1961     FIRST OBSERVED   CGS
 CT1096
 CT1096                          STATION DESCRIPTION
 CT1096
 CT1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1096'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 CT1096'3-1/2 MILES EAST OF STATE HIGHWAY 36, 1-1/2 MILES NORTHWEST
 CT1096'OF EULA AND ON THE NORTH SIDE OF A GRAVEL ROAD.
 CT1096'
 CT1096'THE MAST IS A RED AND WHITE STEEL STRUCTURE, GUYED, WITH A
 CT1096'RED LIGHT AND A REFLECTOR ON THE TOP OF THE MAST.  IT HAS AN
 CT1096'OVERALL HEIGHT OF 280 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2868 ***********************************************************************
 CS2868  DESIGNATION -  EULESS EAST BASE
 CS2868  PID         -  CS2868
 CS2868  STATE/COUNTY-  TX/DALLAS
 CS2868  USGS QUAD   -  IRVING (1981)
 CS2868
 CS2868                         *CURRENT SURVEY CONTROL
 CS2868  ___________________________________________________________________
 CS2868* NAD 83(1993)-  32 50 12.46154(N)    096 59 27.28503(W)     ADJUSTED  
 CS2868* NAVD 88     -       169.46   (+/-2cm)     556.0    (feet)  VERTCON   
 CS2868  ___________________________________________________________________
 CS2868  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 CS2868  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CS2868
 CS2868  HORZ ORDER  -  FIRST
 CS2868  VERT ORDER  -  THIRD ? (See Below)
 CS2868
 CS2868.The horizontal coordinates were established by classical geodetic methods
 CS2868.and adjusted by the National Geodetic Survey in February 1996..
 CS2868
 CS2868.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2868.The vertical order pertains to the NGVD 29 superseded value.
 CS2868
 CS2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2868
 CS2868.The geoid height was determined by GEOID03.
 CS2868
 CS2868;                    North         East     Units Scale Factor Converg.
 CS2868;SPC TXNC     - 2,130,769.866   741,266.283   MT  0.99987961   +0 49 23.0
 CS2868;SPC TXNC     - 6,990,700.80  2,431,971.13   sFT  0.99987961   +0 49 23.0
 CS2868;UTM  14      - 3,634,982.402   688,041.355   MT  1.00003601   +1 05 23.1
 CS2868
 CS2868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2868!SPC TXNC     -   0.99997764  x   0.99987961  =   0.99985726
 CS2868!UTM  14      -   0.99997764  x   1.00003601  =   1.00001365
 CS2868
 CS2868:                Primary Azimuth Mark                     Grid Az
 CS2868:SPC TXNC     -  EULESS EAST BASE AZ MK                   083 46 09.9
 CS2868:UTM  14      -  EULESS EAST BASE AZ MK                   083 30 09.8
 CS2868
 CS2868|---------------------------------------------------------------------|
 CS2868| PID    Reference Object                     Distance      Geod. Az  |
 CS2868|                                                           dddmmss.s |
 CS2868| CY1784 EULESS EAST BASE AZ MK                             0843532.9 |
 CS2868| CY1785 EULESS EAST BASE RM 1                27.234 METERS 08926     |
 CS2868| CS2869 EULESS EAST BASE 2                   75.855 METERS 11604     |
 CS2868| CY1786 EULESS EAST BASE RM 2                44.702 METERS 18421     |
 CS2868|---------------------------------------------------------------------|
 CS2868
 CS2868                          SUPERSEDED SURVEY CONTROL
 CS2868
 CS2868  NAD 83(1993)-  32 50 12.46587(N)    096 59 27.26877(W) AD(       ) 1
 CS2868  NAD 83(1986)-  32 50 12.46712(N)    096 59 27.26826(W) AD(       ) 1
 CS2868  NAD 27      -  32 50 12.00700(N)    096 59 26.24600(W) AD(       ) 1
 CS2868  NGVD 29 (07/19/86)  169.47   (m)          556.0    (f) LEVELING    3  
 CS2868
 CS2868.Superseded values are not recommended for survey control.
 CS2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2868.See file dsdata.txt to determine how the superseded data were derived.
 CS2868
 CS2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8804134982(NAD 83)
 CS2868_MARKER: DS = TRIANGULATION STATION DISK
 CS2868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2868
 CS2868  HISTORY     - Date     Condition        Report By
 CS2868  HISTORY     - 1947     MONUMENTED       CGS
 CS2868  HISTORY     - 1950     GOOD             CGS
 CS2868  HISTORY     - 1951     SEE DESCRIPTION  CGS
 CS2868  HISTORY     - 1980     MARK NOT FOUND   NGS
 CS2868
 CS2868                          STATION DESCRIPTION
 CS2868
 CS2868'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2868'STATION IS ABOUT 6-1/2 MILES NORTH OF GRAND PRAIRIE AND 5-1/2
 CS2868'MILES EAST OF EULESS, ON SOUTH LINE OF STATE ROUTE NO. 183
 CS2868'RIGHT OF WAY.
 CS2868'
 CS2868'STATION IS 112 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 CS2868'STATE ROUTE NO. 183 AND 3 FEET WEST OF A BLACK AND WHITE
 CS2868'HIGHWAY RIGHT OF WAY LINE WOOD POST.  THE MARK PROJECTS ABOUT
 CS2868'2 INCHES AND THE DISK IS STAMPED EULESS E BASE 1947.
 CS2868'
 CS2868'REFERENCE MARK NO. 1 IS 89.35 FEET EAST OF STATION AND 111 FEET
 CS2868'SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROUTE NO. 183,
 CS2868'ON APPROXIMATE HIGHWAY RIGHT OF WAY LINE.  THE MARK PROJECTS
 CS2868'ABOUT 3 INCHES AND THE DISK IS STAMPED EULESS E BASE NO 1 1947.
 CS2868'
 CS2868'REFERENCE MARK NO. 2 IS 146.66 FEET SOUTH OF STATION, 258.5
 CS2868'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROUTE NO.
 CS2868'183 AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT
 CS2868'4 INCHES AND THE DISK IS STAMPED EULESS E BASE NO 2 1947.
 CS2868'
 CS2868'AZIMUTH MARK IS 0.3 MILE EAST OF STATION, 59 FEET NORTH OF
 CS2868'APPROXIMATE CENTERLINE OF STATE ROUTE NO. 183, 4.7 FEET WEST
 CS2868'OF WHITE WITNESS POST AND 1.3 FEET SOUTH OF A FENCE.  THE MARK
 CS2868'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED EULESS E
 CS2868'BASE 1947.
 CS2868'
 CS2868'TO REACH STATION FROM THE INTERSECTION OF CENTER STREET AND
 CS2868'MAIN STREET IN ARLINGTON GO NORTH ON CENTER STREET FOR 0.2
 CS2868'MILE TO INTERSECTION OF U.S. HIGHWAY NO. 80.  TURN RIGHT
 CS2868'AND GO EAST FOR 0.5 MILE TO A HARD SURFACED ROAD LEADING NORTH.
 CS2868'TURN LEFT AND GO NORTH FOR 6.3 MILES TO INTERSECTION OF STATE
 CS2868'ROUTE NO. 183.  TURN RIGHT AND GO EAST ON STATE ROUTE NO. 183
 CS2868'FOR 0.9 MILE TO VILLAGE OF EULESS.  CONTINUE EAST ON STATE
 CS2868'ROUTE NO. 183 FROM EULESS FOR 5.3 MILES TO STATION ON RIGHT
 CS2868'OR SOUTH OF STATE ROUTE NO. 183 AS DESCRIBED.
 CS2868'
 CS2868'TO REACH AZIMUTH FROM STATION, CONTINUE EAST ON STATE ROUTE
 CS2868'NO. 183 FOR 0.3 MILE TO AZIMUTH ON LEFT OR NORTH OF STATE
 CS2868'ROUTE NO. 183 AS DESCRIBED.
 CS2868'
 CS2868'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2868
 CS2868                          STATION RECOVERY (1950)
 CS2868
 CS2868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (BHR)
 CS2868'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CS2868'AS DESCRIBED.
 CS2868
 CS2868                          STATION RECOVERY (1951)
 CS2868
 CS2868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS2868'THIS STATION AND REFERENCE MARKS WERE IN THE WAY OF HIGHWAY
 CS2868'CONSTRUCTION.  STATION EULESS EAST BASE 2 WAS ESTABLISHED
 CS2868'IN THE VICINITY AND THE STATION AND BOTH REFERENCE MARKS
 CS2868'WERE REMOVED.
 CS2868
 CS2868                          STATION RECOVERY (1980)
 CS2868
 CS2868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CS2868'THE STATION AND ALL MARKS WERE SEARCHED FOR AND NOT FOUND.  THE MARKS
 CS2868'WERE THOUGHT TO HAVE BEEN IN AN AREA THAT IS NOW A DITCH ALONG THE
 CS2868'HIGHWAY.  STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3129 ***********************************************************************
 CS3129  DESIGNATION -  EULOGY
 CS3129  PID         -  CS3129
 CS3129  STATE/COUNTY-  TX/BOSQUE
 CS3129  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS3129
 CS3129                         *CURRENT SURVEY CONTROL
 CS3129  ___________________________________________________________________
 CS3129* NAD 83(1993)-  32 10 41.57779(N)    097 39 12.26684(W)     ADJUSTED  
 CS3129* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 CS3129  ___________________________________________________________________
 CS3129  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 CS3129  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS3129
 CS3129  HORZ ORDER  -  SECOND
 CS3129
 CS3129.The horizontal coordinates were established by classical geodetic methods
 CS3129.and adjusted by the National Geodetic Survey in February 1996..
 CS3129
 CS3129.The orthometric height was scaled from a topographic map.
 CS3129
 CS3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3129
 CS3129.The geoid height was determined by GEOID03.
 CS3129
 CS3129;                    North         East     Units Scale Factor Converg.
 CS3129;SPC TX C     - 3,281,485.076   952,742.510   MT  1.00009254   +1 22 49.2
 CS3129;SPC TX C     -10,766,005.62  3,125,789.38   sFT  1.00009254   +1 22 49.2
 CS3129;SPC TXNC     - 2,057,048.968   679,840.235   MT  0.99998787   +0 27 42.2
 CS3129;SPC TXNC     - 6,748,834.82  2,230,442.50   sFT  0.99998787   +0 27 42.2
 CS3129;UTM  14      - 3,560,984.449   626,951.322   MT  0.99979875   +0 43 02.0
 CS3129
 CS3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3129!SPC TX C     -   0.99996730  x   1.00009254  =   1.00005984
 CS3129!SPC TXNC     -   0.99996730  x   0.99998787  =   0.99995517
 CS3129!UTM  14      -   0.99996730  x   0.99979875  =   0.99976606
 CS3129
 CS3129|---------------------------------------------------------------------|
 CS3129| PID    Reference Object                     Distance      Geod. Az  |
 CS3129|                                                           dddmmss.s |
 CS3129| CY1793 EULOGY RM 1                          24.860 METERS 04221     |
 CS3129| CY1794 EULOGY RM 2                          18.380 METERS 19432     |
 CS3129| CY1792 EULOGY AZ MK                                       2251702.5 |
 CS3129|---------------------------------------------------------------------|
 CS3129
 CS3129                          SUPERSEDED SURVEY CONTROL
 CS3129
 CS3129  NAD 83(1986)-  32 10 41.58323(N)    097 39 12.24542(W) AD(       ) 2
 CS3129  NAD 27      -  32 10 41.05900(N)    097 39 11.15500(W) AD(       ) 2
 CS3129
 CS3129.Superseded values are not recommended for survey control.
 CS3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3129.See file dsdata.txt to determine how the superseded data were derived.
 CS3129
 CS3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA2695160984(NAD 83)
 CS3129_MARKER: DD = SURVEY DISK
 CS3129_SETTING: 0 = UNSPECIFIED SETTING
 CS3129
 CS3129  HISTORY     - Date     Condition        Report By
 CS3129  HISTORY     - 1944     MONUMENTED       CGS
 CS3129
 CS3129                          STATION DESCRIPTION
 CS3129
 CS3129'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3129'STATION IS LOCATED ABOUT 2.5 MILES WSW OF BRAZOS POINT AND
 CS3129'0.5 MILE NW OF EULOGY.  THE MARK IS SET IN THE FENCE LINE
 CS3129'THAT RUNS ALONG THE E SIDE OF A FARMHOUSE, 45 FEET S OF A
 CS3129'16-INCH BLAZED LIVE OAK TREE, 45 FEET E OF THE CENTER LINE
 CS3129'OF THE ROAD, AND 51 PACES N OF THE NE CORNER OF THE FARMHOUSE.
 CS3129'IT IS STAMPED EULOGY 1944 AND PROJECTS ABOUT 4 INCHES.
 CS3129'
 CS3129'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS3129'DISKS SET IN CONCRETE.
 CS3129'
 CS3129'REFERENCE MARK 1 IS NE OF THE STATION, 1 FOOT S OF THE ROAD
 CS3129'FENCE, 33 FEET S OF THE CENTER LINE OF THE ROAD, AND 60 FEET
 CS3129'E OF THE BLAZED OAK TREE.  IT PROJECTS ABOUT 4 INCHES.
 CS3129'
 CS3129'REFERENCE MARK 2 IS S OF THE STATION, 1 FOOT W OF THE FENCE
 CS3129'LINE, AND 30 PACES N OF THE NE CORNER OF THE HOUSE.  IT
 CS3129'PROJECTS ABOUT 6 INCHES.
 CS3129'
 CS3129'AZIMUTH MARK IS SW OF THE STATION IN THE E ROAD FENCE LINE,
 CS3129'25 FEET E OF THE CENTER LINE OF THE ROAD, 15 FEET S OF A
 CS3129'FENCE CORNER, 0.1 MILE S OF A CURVE IN THE ROAD, AND 0.15
 CS3129'MILE N OF THE FORK IN THE ROAD.  IT PROJECTS ABOUT 4 INCHES.
 CS3129'
 CS3129'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CS3129'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CS3129'
 CS3129'TO REACH THE STATION FROM HUDSONS STORE IN EULOGY, GO NW
 CS3129'ON STATE HIGHWAY 174 FOR 0.05 MILE TO A CROSS ROAD, TURN LEFT
 CS3129'AND GO 0.25 MILE ON GRADED DIRT ROAD TO FORK.  TAKE RIGHT FORK
 CS3129'FOR 0.15 MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT
 CS3129'AHEAD FOR 0.4 MILE TO THE STATION ON THE RIGHT IN FRONT OF
 CS3129'A FARMHOUSE.
 CS3129'
 CS3129'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0880 ***********************************************************************
 EN0880  DESIGNATION -  EUNICE
 EN0880  PID         -  EN0880
 EN0880  STATE/COUNTY-  TX/SWISHER
 EN0880  USGS QUAD   -  EDMONSON NE (1965)
 EN0880
 EN0880                         *CURRENT SURVEY CONTROL
 EN0880  ___________________________________________________________________
 EN0880* NAD 83(1993)-  34 27 56.90855(N)    101 46 02.68608(W)     ADJUSTED  
 EN0880* NAVD 88     -      1064.     (meters)    3491.     (feet)  SCALED    
 EN0880  ___________________________________________________________________
 EN0880  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 EN0880  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EN0880
 EN0880  HORZ ORDER  -  SECOND
 EN0880
 EN0880.The horizontal coordinates were established by classical geodetic methods
 EN0880.and adjusted by the National Geodetic Survey in February 1996..
 EN0880
 EN0880.The orthometric height was scaled from a topographic map.
 EN0880
 EN0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0880
 EN0880.The geoid height was determined by GEOID03.
 EN0880
 EN0880;                    North         East     Units Scale Factor Converg.
 EN0880;SPC TX N     - 1,051,710.203   175,429.647   MT  1.00004778   -0 09 17.9
 EN0880;SPC TX N     - 3,450,485.89    575,555.43   sFT  1.00004778   -0 09 17.9
 EN0880;UTM  14      - 3,817,281.510   245,803.028   MT  1.00039654   -1 34 01.0
 EN0880
 EN0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0880!SPC TX N     -   0.99983706  x   1.00004778  =   0.99988483
 EN0880!UTM  14      -   0.99983706  x   1.00039654  =   1.00023354
 EN0880
 EN0880:                Primary Azimuth Mark                     Grid Az
 EN0880:SPC TX N     -  TULIA NORTH MUNICIPAL TANK               003 58 14.3
 EN0880:UTM  14      -  TULIA NORTH MUNICIPAL TANK               005 22 57.4
 EN0880
 EN0880|---------------------------------------------------------------------|
 EN0880| PID    Reference Object                     Distance      Geod. Az  |
 EN0880|                                                           dddmmss.s |
 EN0880| EN0904 TULIA NORTH MUNICIPAL TANK          APPROX. 8.6 KM 0034856.4 |
 EN0880| CJ6305 EUNICE RM 1                          15.515 METERS 02711     |
 EN0880| CJ6306 EUNICE RM 2                          11.368 METERS 27750     |
 EN0880| EN0907 TULIA RAD STA KTUE MST              APPROX. 6.9 KM 3483533.2 |
 EN0880| CJ6304 EUNICE AZ MK                                       3504920.9 |
 EN0880|---------------------------------------------------------------------|
 EN0880
 EN0880                          SUPERSEDED SURVEY CONTROL
 EN0880
 EN0880  NAD 83(1986)-  34 27 56.91496(N)    101 46 02.68029(W) AD(       ) 2
 EN0880  NAD 27      -  34 27 56.69159(N)    101 46 01.02492(W) AD(       ) 2
 EN0880
 EN0880.Superseded values are not recommended for survey control.
 EN0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0880.See file dsdata.txt to determine how the superseded data were derived.
 EN0880
 EN0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4580317282(NAD 83)
 EN0880_MARKER: DS = TRIANGULATION STATION DISK
 EN0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0880
 EN0880  HISTORY     - Date     Condition        Report By
 EN0880  HISTORY     - 1964     MONUMENTED       CGS
 EN0880
 EN0880                          STATION DESCRIPTION
 EN0880
 EN0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0880'THE STATION IS ABOUT 5-1/2 MILES SOUTH OF TULIA, 0.4 MILE SOUTH OF
 EN0880'EUNICE, ON THE EAST RIGHT-OF-WAY OF THE PANHANDLE AND SANTA FE
 EN0880'RAILROAD.
 EN0880'
 EN0880'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 87 AND STATE
 EN0880'HIGHWAY 86, AT THE WEST EDGE OF TULIA, GO SOUTH ON HIGHWAY 87 FOR
 EN0880'4.55 MILES TO A CROSSROAD AT THE EUNICE ELEVATOR.  CONTINUE SOUTH
 EN0880'FOR 0.4 MILE TO A RAILROAD CROSSING ON THE LEFT.  TURN LEFT, CROSS
 EN0880'THE TRACKS, THEN LEFT AGAIN FOR 235 FEET TO THE STATION ON THE
 EN0880'RIGHT.
 EN0880'
 EN0880'THE STATION MARK IS A STANDARD DISK, STAMPED EUNICE 1964, SET IN THE
 EN0880'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 EN0880'64.1 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 31.4 FEET
 EN0880'WEST OF AN EAST RIGHT-OF-WAY FENCE, 29.9 FEET EAST OF A TELEPHONE
 EN0880'LINE POLE, 41.7 FEET NORTH-NORTHEAST OF A FENCE CORNER, 2.4 FEET
 EN0880'SOUTH OF A WITNESS POST AND 235 FEET NORTH-NORTHEAST OF THE
 EN0880'RAILROAD CROSSING.
 EN0880'
 EN0880'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EUNICE NO 1 1964, SET
 EN0880'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 EN0880'IT IS 91.9 FEET EAST OF THE EAST RAIL, 1 FOOT WEST OF THE FENCE,
 EN0880'69.7 FEET NORTHEAST OF THE TELEPHONE LINE POLE AND ABOUT THE SAME
 EN0880'ELEVATION AS THE STATION.
 EN0880'
 EN0880'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EUNICE NO 2 1964, SET
 EN0880'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EN0880'IT IS 28.1 FEET EAST OF THE EAST RAIL, 68.3 FEET WEST OF THE FENCE,
 EN0880'14.8 FEET NORTHWEST OF THE TELEPHONE LINE POLE AND ABOUT THE SAME
 EN0880'ELEVATION AS THE STATION.
 EN0880'
 EN0880'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EUNICE 1964, SET IN THE
 EN0880'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 EN0880'ABOUT 100 YARDS SOUTH OF THE ELEVATOR, 4.0 FEET WEST OF THE EAST
 EN0880'RIGHT-OF-WAY FENCE, 32.6 FEET EAST OF THE EAST RAIL OF A SIDE
 EN0880'TRACK, 2.2 FEET SOUTH OF A TELEPHONE LINE POLE AND 1.7 FEET EAST OF
 EN0880'A WITNESS POST.  TO REACH THE MARK FROM THE STATION, GO
 EN0880'NORTH, ALONG THE WEST SIDE OF THE RIGHT-OF-WAY FENCE FOR 0.35
 EN0880'MILE TO THE MARK ON THE RIGHT.
 EN0880'
 EN0880'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0649 ***********************************************************************
 CS0649  DESIGNATION -  EUREKA
 CS0649  PID         -  CS0649
 CS0649  STATE/COUNTY-  TX/NAVARRO
 CS0649  USGS QUAD   -  POWELL (1959)
 CS0649
 CS0649                         *CURRENT SURVEY CONTROL
 CS0649  ___________________________________________________________________
 CS0649* NAD 83(1993)-  32 00 35.59491(N)    096 17 09.74694(W)     ADJUSTED  
 CS0649* NAVD 88     -       118.789  (meters)     389.73   (feet)  ADJUSTED  
 CS0649  ___________________________________________________________________
 CS0649  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CS0649  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0649  DYNAMIC HT  -         118.650 (meters)     389.27  (feet)  COMP
 CS0649  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 CS0649
 CS0649  HORZ ORDER  -  SECOND
 CS0649  VERT ORDER  -  SECOND    CLASS 0
 CS0649
 CS0649.The horizontal coordinates were established by classical geodetic methods
 CS0649.and adjusted by the National Geodetic Survey in February 1996..
 CS0649
 CS0649.The orthometric height was determined by differential leveling
 CS0649.and adjusted by the National Geodetic Survey in June 1991..
 CS0649
 CS0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0649
 CS0649.The geoid height was determined by GEOID03.
 CS0649
 CS0649.The dynamic height is computed by dividing the NAVD 88
 CS0649.geopotential number by the normal gravity value computed on the
 CS0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0649.degrees latitude (g = 980.6199 gals.).
 CS0649
 CS0649.The modeled gravity was interpolated from observed gravity values.
 CS0649
 CS0649;                    North         East     Units Scale Factor Converg.
 CS0649;SPC TXNC     - 2,040,265.552   809,173.652   MT  1.00003648   +1 12 26.9
 CS0649;SPC TXNC     - 6,693,771.23  2,654,763.89   sFT  1.00003648   +1 12 26.9
 CS0649;SPC TX C     - 3,266,729.544 1,082,329.914   MT  1.00003645   +2 05 04.5
 CS0649;SPC TX C     -10,717,595.18  3,550,944.06   sFT  1.00003645   +2 05 04.5
 CS0649;UTM  14      - 3,544,751.493   756,362.748   MT  1.00041060   +1 26 21.7
 CS0649
 CS0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0649!SPC TXNC     -   0.99998535  x   1.00003648  =   1.00002183
 CS0649!SPC TX C     -   0.99998535  x   1.00003645  =   1.00002180
 CS0649!UTM  14      -   0.99998535  x   1.00041060  =   1.00039594
 CS0649
 CS0649:                Primary Azimuth Mark                     Grid Az
 CS0649:SPC TXNC     -  EUREKA AZ                                102 32 17.4
 CS0649:SPC TX C     -  EUREKA AZ                                101 39 39.8
 CS0649:UTM  14      -  EUREKA AZ                                102 18 22.6
 CS0649
 CS0649|---------------------------------------------------------------------|
 CS0649| PID    Reference Object                     Distance      Geod. Az  |
 CS0649|                                                           dddmmss.s |
 CS0649| CS0647 EUREKA AZ                           APPROX. 0.7 KM 1034444.3 |
 CS0649| CS0648 EUREKA RM 1                          24.326 METERS 10358     |
 CS0649| CS2645 EUREKA RM 3                           9.876 METERS 25709     |
 CS0649| CS0650 EUREKA RM 2                          32.979 METERS 35852     |
 CS0649|---------------------------------------------------------------------|
 CS0649
 CS0649                          SUPERSEDED SURVEY CONTROL
 CS0649
 CS0649  NAD 83(1986)-  32 00 35.60274(N)    096 17 09.72915(W) AD(       ) 2
 CS0649  NAD 27      -  32 00 35.03800(N)    096 17 08.81500(W) AD(       ) 2
 CS0649  NGVD 29 (??/??/92)  118.783  (m)          389.71   (f) ADJ UNCH    2 0
 CS0649
 CS0649.Superseded values are not recommended for survey control.
 CS0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0649.See file dsdata.txt to determine how the superseded data were derived.
 CS0649
 CS0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA5636344751(NAD 83)
 CS0649_MARKER: DS = TRIANGULATION STATION DISK
 CS0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0649_STAMPING: EUREKA 1946
 CS0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0649+STABILITY: SURFACE MOTION
 CS0649
 CS0649  HISTORY     - Date     Condition        Report By
 CS0649  HISTORY     - 1946     MONUMENTED       CGS
 CS0649  HISTORY     - 1947     GOOD             NGS
 CS0649  HISTORY     - 1949     GOOD             CGS
 CS0649  HISTORY     - 1959     GOOD             CGS
 CS0649  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0649
 CS0649                          STATION DESCRIPTION
 CS0649
 CS0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 CS0649'LOCATED 0.7 MILE EAST-SOUTHEAST OF EUREKA, 53 FEET SOUTHWEST
 CS0649'OF THE CENTER OF U.S. HIGHWAY NO. 287, 24 FEET NORTH OF THE
 CS0649'CENTER OF A GRADED DIRT ROAD AND 4 FEET NORTH OF A REFERENCE
 CS0649'POST.  IT IS STAMPED EUREKA 1946 AND PROJECTS 4 INCHES.
 CS0649'
 CS0649'REFERENCE MARK NO. 1 IS 50 FEET SOUTHWEST OF THE CENTER OF
 CS0649'U.S. HIGHWAY NO. 287, 17 FEET SOUTH OF THE CENTER OF THE
 CS0649'DIRT ROAD AND 3 FEET EAST OF POWER POLE NO. 114.  IT IS
 CS0649'STAMPED EUREKA NO 1 1946 AND PROJECTS 8 INCHES.
 CS0649'
 CS0649'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE CENTER OF U.S.
 CS0649'HIGHWAY NO. 287 AND 2 FEET SOUTH OF A WIRE FENCE.  IT IS
 CS0649'STAMPED EUREKA NO 2 1946 AND PROJECTS 8 INCHES.
 CS0649'
 CS0649'THE AZIMUTH MARK IS 50 FEET NORTHEAST OF THE CENTER OF U.S.
 CS0649'HIGHWAY NO. 287, 5 FEET NORTHWEST OF A FENCE CORNER AND 3
 CS0649'FEET NORTHWEST OF A REFERENCE POST.  IT IS STAMPED EUREKA
 CS0649'1946 AND PROJECTS 6 INCHES.
 CS0649'
 CS0649'TO REACH THE STATION FROM THE POST OFFICE IN EUREKA, GO
 CS0649'SOUTHEASTERLY ON U.S. HIGHWAY NO. 287 FOR 0.7 MILE TO THE
 CS0649'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 CS0649'STATION, CONTINUE SOUTHEASTERLY ON U.S. HIGHWAY NO. 287 FOR
 CS0649'0.45 MILE TO THE MARK ON THE LEFT.
 CS0649'
 CS0649'A 100 FOOT SIGNAL AT HOUSE IS VISIBLE AT 37 FEET.
 CS0649'
 CS0649'AN 87 FOOT SIGNAL AT CHAMBERS IS VISIBLE AT 37 FEET.
 CS0649'
 CS0649'A 100 FOOT SIGNAL AT WINKLER IS VISIBLE AT 37 FEET.
 CS0649'
 CS0649'AN 87 FOOT SIGNAL AT STREETMAN IS VISIBLE AT 37 FEET.
 CS0649'
 CS0649'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS0649
 CS0649                          STATION RECOVERY (1947)
 CS0649
 CS0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS0649'12.1 MI SE FROM CORSICANA.
 CS0649'12.1 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.287 FROM THE POST OFFICE AT
 CS0649'CORSICANA, 0.75 MILE EAST OF THE POST OFFICE AT EUREKA, AT A DIRT
 CS0649'CROSS ROAD, 53.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 41.0 FEET
 CS0649'WEST OF THE CENTER OF A DIRT ROAD, 5.0 FEET NORTHWEST OF A REFERENCE
 CS0649'POST, 79.8 FEET WEST OF AND ACROSS A DIRT ROAD FROM REFERENCE MARK
 CS0649'EUREKA NO 1, 108.0 FEET SOUTH SOUTHEAST OF AND ACROSS THE HIGHWAY FROM
 CS0649'REFERENCE MARK EUREKA NO 2, A BRONZE TRIANGULATION STATION DISK SET IN
 CS0649'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING
 CS0649'0.3 FOOT.
 CS0649
 CS0649                          STATION RECOVERY (1949)
 CS0649
 CS0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS0649'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE IN GOOD
 CS0649'CONDITION.  ALL MEASUREMENTS WERE CHECKED.  DUE TO TELEPHONE
 CS0649'WIRES OVERHEAD, THE STATION WAS OCCUPIED ECCENTRIC.  REFERENCE
 CS0649'MARK NO. 3 WAS ESTABLISHED AND A TRAVERSE CONNECTION WAS MADE.
 CS0649'THE DISTANCE WAS 9.876 METERS (32.40 FEET).  REFERENCE MARK
 CS0649'NO. 3 IS WEST OF THE STATION, 69 FEET SOUTH-SOUTHWEST OF THE
 CS0649'CENTERLINE OF U.S. HIGHWAY 287, 58 FEET WEST OF TELEPHONE
 CS0649'POLE, 56 FEET WEST OF WITNESS POST AND 39 FEET NORTHWEST
 CS0649'OF THE CENTERLINE OF DIRT ROAD.  THE MARK IS 12 INCHES BELOW
 CS0649'THE SURFACE OF THE GROUND AND THE DISC IS STAMPED EUREKA NO
 CS0649'3 1949.
 CS0649'
 CS0649'THERE BEING NO TRIANGULATION STATION VISIBLE FROM THE GROUND,
 CS0649'A TRAVERSE CONNECTION WAS MADE BETWEEN THE AZIMUTH MARK AND
 CS0649'R.M. NO. 3 ALSO.  THE DISTANCE WAS 739.838 METERS (2,427.28 FEET).
 CS0649'
 CS0649'OBSERVATIONS WERE TAKEN FROM A TRIPOD.
 CS0649
 CS0649                          STATION RECOVERY (1959)
 CS0649
 CS0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ELJ)
 CS0649'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 CS0649'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 CS0649'SITE ARE CORRECT.
 CS0649
 CS0649                          STATION RECOVERY (2002)
 CS0649
 CS0649'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 CS0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1478 ***********************************************************************
 AB1478  DESIGNATION -  EUREKA 1939
 AB1478  PID         -  AB1478
 AB1478  STATE/COUNTY-  TX/CAMERON
 AB1478  USGS QUAD   -  NORTH OF PORT ISABEL SW (1982)
 AB1478
 AB1478                         *CURRENT SURVEY CONTROL
 AB1478  ___________________________________________________________________
 AB1478* NAD 83(1993)-  26 21 10.95088(N)    097 12 35.71775(W)     ADJUSTED  
 AB1478* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1478  ___________________________________________________________________
 AB1478  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AB1478  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 AB1478
 AB1478  HORZ ORDER  -  SECOND
 AB1478
 AB1478.The horizontal coordinates were established by classical geodetic methods
 AB1478.and adjusted by the National Geodetic Survey in February 1996..
 AB1478
 AB1478.The orthometric height was scaled from a topographic map.
 AB1478
 AB1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1478
 AB1478.The geoid height was determined by GEOID03.
 AB1478
 AB1478;                    North         East     Units Scale Factor Converg.
 AB1478;SPC TX S     - 5,076,704.125   428,763.582   MT  0.99995828   +0 35 08.5
 AB1478;SPC TX S     -16,655,820.12  1,406,701.85   sFT  0.99995828   +0 35 08.5
 AB1478;UTM  14      - 2,916,020.874   678,625.740   MT  0.99999395   +0 47 41.4
 AB1478
 AB1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1478!SPC TX S     -   1.00000315  x   0.99995828  =   0.99996143
 AB1478!UTM  14      -   1.00000315  x   0.99999395  =   0.99999710
 AB1478
 AB1478:                Primary Azimuth Mark                     Grid Az
 AB1478:SPC TX S     -  BURNT 1939                               170 52 01.3
 AB1478:UTM  14      -  BURNT 1939                               170 39 28.4
 AB1478
 AB1478|---------------------------------------------------------------------|
 AB1478| PID    Reference Object                     Distance      Geod. Az  |
 AB1478|                                                           dddmmss.s |
 AB1478| AB1479 BURNT 1939                          APPROX. 7.4 KM 1712709.8 |
 AB1478|---------------------------------------------------------------------|
 AB1478
 AB1478                          SUPERSEDED SURVEY CONTROL
 AB1478
 AB1478  NAD 83(1986)-  26 21 10.96824(N)    097 12 35.67746(W) AD(       ) 2
 AB1478  NAD 27      -  26 21 09.70700(N)    097 12 34.77300(W) AD(       ) 2
 AB1478
 AB1478.Superseded values are not recommended for survey control.
 AB1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1478.See file dsdata.txt to determine how the superseded data were derived.
 AB1478
 AB1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7862616021(NAD 83)
 AB1478_MARKER: P = PIPE CAP
 AB1478_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1478
 AB1478  HISTORY     - Date     Condition        Report By
 AB1478  HISTORY     - 1939     MONUMENTED       CGS
 AB1478  HISTORY     - 1949     GOOD             CGS
 AB1478  HISTORY     - 1956     GOOD             LOCENG
 AB1478  HISTORY     - 1958     GOOD             SHELL
 AB1478  HISTORY     - 1964     GOOD             CGS
 AB1478  HISTORY     - 1968     GOOD             CGS
 AB1478  HISTORY     - 1976     POOR             NGS
 AB1478  HISTORY     - 1979     POOR             NGS
 AB1478  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 AB1478
 AB1478                          STATION DESCRIPTION
 AB1478
 AB1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1478'STATION EUREKA IS LOCATED ABOUT 19.5 MILES NNW OF BRAZOS
 AB1478'SANTIAGO PASS AND ABOUT 300 YARDS W OF BEACH.  IT IS ABOUT
 AB1478'200 FEET W OF A LOCALLY PROMINENT SAND DUNE BETWEEN A SMALL
 AB1478'SALT-WATER POND ON THE S AND A LARGER POND ON THE N.
 AB1478'
 AB1478'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AB1478'TOP OF A 3-INCH GALVANIZED-IRON PIPE, 6 FEET LONG, EMBEDDED
 AB1478'IN CONCRETE AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1478'
 AB1478'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1478
 AB1478                          STATION RECOVERY (1949)
 AB1478
 AB1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1478'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AB1478'FOLLOWS--
 AB1478'
 AB1478'LOCATED ON PADRE ISLAND, ABOUT 20.0 MILES N OF BRAZOS SANTIAGO.
 AB1478'TO REACH, GO BY BOAT FROM TOWN OF PORT ISABEL SE ACROSS
 AB1478'LAGUNA MADRE TO PORT ISABEL COAST GUARD STATION.  THEN BY
 AB1478'4-WHEEL DRIVE VEHICLE SE ACROSS ISLAND ABOUT 0.7 MILE TO
 AB1478'GULF BEACH AT N JETTY OF BRAZOS SANTIAGO.  THEN N ALONG
 AB1478'MEAN HIGH-WATER LINE ABOUT 20.0 MILES TO A POINT OPPOSITE
 AB1478'A HIGH, PROMINENT, ISOLATED, GRASS-COVERED DUNE.  THEN AROUND
 AB1478'TO W SIDE OF DUNE AND STATION.  STATION IS ABOUT 900 FEET
 AB1478'W OF GULF MEAN HIGH-WATER LINE, ABOUT 200 FEET W OF TOP OF
 AB1478'DUNE, ABOUT 800 FEET S OF S EDGE OF LARGE POND LYING E-W
 AB1478'IN SAND FLAT, 400 FEET E OF W EDGE OF GRASS FLATS ON W SIDE
 AB1478'OF DUNE, AND 2 FEET W OF A 4- BY 4-INCH WITNESS POST.
 AB1478'
 AB1478'STATION MARK IS A BRONZE DISK, STAMPED EUREKA 1939, SCREWED
 AB1478'TO TOP OF A 3-INCH GALVANIZED-IRON PIPE SET IN CONCRETE
 AB1478'AND PROJECTING 16 INCHES ABOVE GROUND.
 AB1478'
 AB1478'NOTE--PIPE HAS BEGUN TO RUST NEAR THE TOP AND DISK MAY BREAK
 AB1478'OFF.
 AB1478
 AB1478                          STATION RECOVERY (1956)
 AB1478
 AB1478'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 AB1478'RECOVERED BY CAMERON CO. ENGR. DEPT.
 AB1478'
 AB1478'LETTER OF MR. GEO. A. HOUSTON, CO. ENGR., CAMERON COUNTY
 AB1478'ENGINEERING DEPT., BROWNSVILLE, TEXAS, DATED JULY 20, 1956--
 AB1478'
 AB1478'STATION WAS FOUND TO BE IN GOOD CONDITION.
 AB1478
 AB1478                          STATION RECOVERY (1958)
 AB1478
 AB1478'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB1478'STATION RECOVERED AS DESCRIBED.  THE BRONZE DISC ON THE TOP
 AB1478'OF STATION HAS CANTED DUE TO THE PIPE RUSTING AWAY ON ONE
 AB1478'SIDE.  IT MAY FALL OFF SOON AS THE PIPE IS RUSTED BADLY ON
 AB1478'THE OTHER SIDE ALSO.
 AB1478
 AB1478                          STATION RECOVERY (1964)
 AB1478
 AB1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CHS)
 AB1478'STATION WAS RECOVERED IN GOOD CONDITION.
 AB1478
 AB1478                          STATION RECOVERY (1968)
 AB1478
 AB1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1478'STATION RECOVERED IN FAIR CONDITION.  THE DESCRIPTION BY G.E.M.,
 AB1478'JR., IN 1949 IS ADEQUATE WITH THE FOLLOWING ADDITIONS--TO
 AB1478'REACH FROM THE POST OFFICE IN PORT ISABEL, GO EAST ON TEXAS
 AB1478'PARK ROAD 100 ACROSS NEW CAUSEWAY OVER LAGUNA MADRE FOR 2.8
 AB1478'MILES TO A Y INTERSECTION.  KEEP LEFT ON PARK ROAD 100 FOR 4.1
 AB1478'MILES TO ROAD ON RIGHT.  TURN RIGHT AND GO EAST 0.2 MILE
 AB1478'TO BEACH.  TURN LEFT AND GO NORTH ON BEACH IN 4 WHEEL DRIVE
 AB1478'VEHICLE ONLY FOR 15.7 MILES TO LOCATION OF STATION AS
 AB1478'PREVIOUSLY DESCRIBED.
 AB1478
 AB1478                          STATION RECOVERY (1976)
 AB1478
 AB1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CRL)
 AB1478'STATION RECOVERED.  IT IS APPROXIMATELY 700 FEET WEST OF THE BEACH,
 AB1478'50 FEET WEST OF THE BASE OF A VERY HIGH SAND DUNE, 1.5 FEET WEST OF
 AB1478'A METAL WITNESS POST AND PROJECTS 6 INCHES.  THE TOP OF THE PIPE
 AB1478'HAS RUSTED AWAY AND THE DISK IS GONE.
 AB1478'
 AB1478'TO REACH FROM THE EAST END OF THE BRIDGE OF STATE HIGHWAY 100 AT
 AB1478'SOUTH PADRE ISLAND, GO EAST FOR 0.3 MILE, TURN LEFT AND GO NORTH ON
 AB1478'PARK ROAD 100 FOR 4.1 MILE TO THE NORTH SIDE ROAD RIGHT TO ANDY
 AB1478'BOWIE PARK, TURN RIGHT AND GO EAST 0.15 MILE TO THE BEACH.
 AB1478'TURN LEFT AND GO NORTH ON BEACH FOR 4.35 MILES TO SIDE ROAD LEFT.
 AB1478'CONTINUE NORTH ON BEACH FOR 2.9 MILES TO A WRECKED BOAT ON RIGHT.
 AB1478'CONTINUE NORTH ON BEACH FOR 6.6 MILES TO SIDE ROAD LEFT AT A
 AB1478'GATE.  CONTINUE NORTH ON BEACH FOR 0.75 MILE TO ETT.  PACK WEST
 AB1478'FOR ABOUT 700 FEET TO STATION JUST WEST OF THIS VERY LARGE
 AB1478'SAND DUNE.
 AB1478'
 AB1478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES NORTH OF
 AB1478'SOUTH PADRE ISLAND.
 AB1478
 AB1478                          STATION RECOVERY (1979)
 AB1478
 AB1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1478'STATION NOT OCCUPIED.
 AB1478'
 AB1478'STATION WAS RECOVERED AS DESCRIBED BY L. F. S. IN 1969.  THE DISK
 AB1478'IS NOW GONE BUT THE PIPE IS STILL SOLID.  A WITNESS POST WAS SET 1
 AB1478'FOOT NORTH OF THE STATION.  THE PIPE PROJECTS ABOUT 10 INCHES.
 AB1478'THERE IS A TEXAS HIGHWAY DEPARTMENT MARK (A DISK STAMPED 32 BRAZED
 AB1478'TO THE TOP OF A 4-INCH PIPE PROJECTING 15 INCHES) ABOUT 200 YARDS
 AB1478'WEST OF THE STATION.
 AB1478'
 AB1478'THE STATION SETS AT THE WEST FOOT OF A VERY HIGH SAND DUNE AND 200
 AB1478'YARDS WEST OF THE BEACH.
 AB1478'
 AB1478'TO REACH FROM THE SOUTH PADRE ISLAND WATER TANK, AT THE NORTH EDGE OF
 AB1478'THE VILLAGE OF SOUTH PADRE ISLAND, GO NORTH ON PARK ROAD 100 FOR 4.7
 AB1478'MILES TO A PAVED ROAD RIGHT.  TURN RIGHT FOR 0.15 MILE TO BEACH,
 AB1478'THENCE NORTH ALONG BEACH (NEED 4-WHEEL DRIVE VEHICLE ON BEACH) FOR
 AB1478'10.5 MILES TO VERY HIGH SAND DUNE ON LEFT AND END OF TRUCK
 AB1478'TRAVEL.  FROM HERE PICK WAY AROUND NORTH OR SOUTH SIDE OF DUNE TO
 AB1478'STATION AT THE WEST FOOT OF THE HIGHEST PART OF THE DUNE.
 AB1478'
 AB1478'A HELICOPTER CAN LAND JUST WEST OF THE STATION.
 AB1478'
 AB1478'NOTE--AT THE PRESENT TIME THERE IS A SIGNAL POLE OVER THE T. H. D.
 AB1478'MARK MENTIONED ABOVE.
 AB1478'
 AB1478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES NORTH OF
 AB1478'SOUTH PADRE ISLAND.
 AB1478
 AB1478                          STATION RECOVERY (1991)
 AB1478
 AB1478'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0647 ***********************************************************************
 CS0647  DESIGNATION -  EUREKA AZ
 CS0647  PID         -  CS0647
 CS0647  STATE/COUNTY-  TX/NAVARRO
 CS0647  USGS QUAD   -  POWELL (1959)
 CS0647
 CS0647                         *CURRENT SURVEY CONTROL
 CS0647  ___________________________________________________________________
 CS0647* NAD 83(1993)-  32 00 29.95513(N)    096 16 42.69294(W)     ADJUSTED  
 CS0647* NAVD 88     -       117.109  (meters)     384.22   (feet)  ADJUSTED  
 CS0647  ___________________________________________________________________
 CS0647  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CS0647  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0647  DYNAMIC HT  -         116.972 (meters)     383.77  (feet)  COMP
 CS0647  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 CS0647
 CS0647  HORZ ORDER  -  SECOND
 CS0647  VERT ORDER  -  SECOND    CLASS 0
 CS0647
 CS0647.The horizontal coordinates were established by classical geodetic methods
 CS0647.and adjusted by the National Geodetic Survey in February 1996..
 CS0647
 CS0647.The orthometric height was determined by differential leveling
 CS0647.and adjusted by the National Geodetic Survey in June 1991..
 CS0647
 CS0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0647
 CS0647.The geoid height was determined by GEOID03.
 CS0647
 CS0647.The dynamic height is computed by dividing the NAVD 88
 CS0647.geopotential number by the normal gravity value computed on the
 CS0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0647.degrees latitude (g = 980.6199 gals.).
 CS0647
 CS0647.The modeled gravity was interpolated from observed gravity values.
 CS0647
 CS0647;                    North         East     Units Scale Factor Converg.
 CS0647;SPC TXNC     - 2,040,106.857   809,887.232   MT  1.00003697   +1 12 41.7
 CS0647;SPC TXNC     - 6,693,250.58  2,657,105.03   sFT  1.00003697   +1 12 41.7
 CS0647;SPC TX C     - 3,266,581.790 1,083,045.840   MT  1.00003597   +2 05 18.5
 CS0647;SPC TX C     -10,717,110.42  3,553,292.89   sFT  1.00003597   +2 05 18.5
 CS0647;UTM  14      - 3,544,595.628   757,077.234   MT  1.00041512   +1 26 35.8
 CS0647
 CS0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0647!SPC TXNC     -   0.99998561  x   1.00003697  =   1.00002258
 CS0647!SPC TX C     -   0.99998561  x   1.00003597  =   1.00002158
 CS0647!UTM  14      -   0.99998561  x   1.00041512  =   1.00040073
 CS0647
 CS0647                          SUPERSEDED SURVEY CONTROL
 CS0647
 CS0647  NAD 83(1986)-  32 00 29.96299(N)    096 16 42.67526(W) AD(       ) 2
 CS0647  NAD 27      -  32 00 29.39800(N)    096 16 41.76200(W) AD(       ) 2
 CS0647  NGVD 29 (??/??/92)  117.104  (m)          384.20   (f) ADJ UNCH    2 0
 CS0647
 CS0647.Superseded values are not recommended for survey control.
 CS0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0647.See file dsdata.txt to determine how the superseded data were derived.
 CS0647
 CS0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA5707744596(NAD 83)
 CS0647_MARKER: DZ = AZIMUTH MARK DISK
 CS0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0647_STAMPING: EUREKA 1946
 CS0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0647+STABILITY: SURFACE MOTION
 CS0647
 CS0647  HISTORY     - Date     Condition        Report By
 CS0647  HISTORY     - 1946     MONUMENTED       CGS
 CS0647  HISTORY     - 1947     GOOD             NGS
 CS0647  HISTORY     - 1949     GOOD             CGS
 CS0647  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0647
 CS0647                          STATION DESCRIPTION
 CS0647
 CS0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0647'12.5 MI SE FROM CORSICANA.
 CS0647'12.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 CS0647'CORSICANA, 1.15 MILES EAST OF THE POST OFFICE AT EUREKA, 0.1 MILE WEST
 CS0647'OF A CATTLE PASS UNDER THE HIGHWAY, 49 FEET NORTH OF THE CENTER LINE
 CS0647'OF THE HIGHWAY, 3 FEET WEST OF A FENCE CORNER, 2 FEET WEST OF A 4X4
 CS0647'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS0647'PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0647
 CS0647                          STATION RECOVERY (1949)
 CS0647
 CS0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS0647'STATION IS LOCATED ABOUT 1 AND 1/4 MILES EAST-SOUTHEAST OF
 CS0647'EUREKA, 50 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 CS0647'287, 5 FEET NORTHWEST OF A FENCE CORNER AND 3 FEET NORTHWEST
 CS0647'OF A WITNESS POST.  IT PROJECTS 6 INCHES AND THE DISC IS
 CS0647'STAMPED EUREKA 1946.
 CS0647'
 CS0647'A TRAVERSE CONNECTION WAS MADE TO EUREKA (R.M. NO. 3) 1949
 CS0647'AND THE CORRECTED DISTANCE IS LISTED ABOVE.
 CS0647
 CS0647                          STATION RECOVERY (2002)
 CS0647
 CS0647'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 CS0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0648 ***********************************************************************
 CS0648  DESIGNATION -  EUREKA RM 1
 CS0648  PID         -  CS0648
 CS0648  STATE/COUNTY-  TX/NAVARRO
 CS0648  USGS QUAD   -  POWELL (1959)
 CS0648
 CS0648                         *CURRENT SURVEY CONTROL
 CS0648  ___________________________________________________________________
 CS0648* NAD 83(1986)-  32 00 36.     (N)    096 17 09.     (W)     SCALED    
 CS0648* NAVD 88     -       118.880  (meters)     390.03   (feet)  ADJUSTED  
 CS0648  ___________________________________________________________________
 CS0648  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0648  DYNAMIC HT  -         118.741 (meters)     389.57  (feet)  COMP
 CS0648  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 CS0648
 CS0648  VERT ORDER  -  SECOND    CLASS 0
 CS0648
 CS0648.The horizontal coordinates were scaled from a topographic map and have
 CS0648.an estimated accuracy of +/- 6 seconds.
 CS0648
 CS0648.The orthometric height was determined by differential leveling
 CS0648.and adjusted by the National Geodetic Survey in June 1991..
 CS0648
 CS0648.The geoid height was determined by GEOID03.
 CS0648
 CS0648.The dynamic height is computed by dividing the NAVD 88
 CS0648.geopotential number by the normal gravity value computed on the
 CS0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0648.degrees latitude (g = 980.6199 gals.).
 CS0648
 CS0648.The modeled gravity was interpolated from observed gravity values.
 CS0648
 CS0648;                    North         East    Units  Estimated Accuracy
 CS0648;SPC TXNC     - 2,040,280.      809,190.      MT  (+/- 180 meters Scaled)
 CS0648
 CS0648                          SUPERSEDED SURVEY CONTROL
 CS0648
 CS0648  NGVD 29 (??/??/92)  118.875  (m)          390.01   (f) ADJ UNCH    2 0
 CS0648
 CS0648.Superseded values are not recommended for survey control.
 CS0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0648.See file dsdata.txt to determine how the superseded data were derived.
 CS0648
 CS0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA563447(NAD 83)
 CS0648_MARKER: DR = REFERENCE MARK DISK
 CS0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0648_STAMPING: EUREKA NO 1 1946
 CS0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0648+STABILITY: SURFACE MOTION
 CS0648
 CS0648  HISTORY     - Date     Condition        Report By
 CS0648  HISTORY     - 1946     MONUMENTED       CGS
 CS0648  HISTORY     - 1947     GOOD             NGS
 CS0648  HISTORY     - 20020824 GOOD             USPSQD
 CS0648
 CS0648                          STATION DESCRIPTION
 CS0648
 CS0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0648'12.1 MI SE FROM CORSICANA.
 CS0648'12.1 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 287 FROM THE POST OFFICE
 CS0648'AT CORSICANA, 0.75 MILE EAST OF THE POST OFFICE AT EUREKA, AT A DIRT
 CS0648'CROSS ROAD, 50.0 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 39.0 FEET
 CS0648'EAST OF THE CENTER OF A DIRT ROAD, 3.0 FEET NORTHEAST OF POWER LINE
 CS0648'POLE NO.114, 150.2 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM
 CS0648'REFERENCE MARK EUREKA NO 2, 79.8 FEET EAST OF AND ACROSS A DIRT ROAD
 CS0648'FROM EUREKA TRIANGULATION STATION, A BRONZE REFERENCE MARK DISK SET IN
 CS0648'A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING
 CS0648'0.3 FOOT.
 CS0648
 CS0648                          STATION RECOVERY (2002)
 CS0648
 CS0648'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 CS0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0650 ***********************************************************************
 CS0650  DESIGNATION -  EUREKA RM 2
 CS0650  PID         -  CS0650
 CS0650  STATE/COUNTY-  TX/NAVARRO
 CS0650  USGS QUAD   -  POWELL (1959)
 CS0650
 CS0650                         *CURRENT SURVEY CONTROL
 CS0650  ___________________________________________________________________
 CS0650* NAD 83(1986)-  32 00 36.     (N)    096 17 09.     (W)     SCALED    
 CS0650* NAVD 88     -       118.962  (meters)     390.29   (feet)  ADJUSTED  
 CS0650  ___________________________________________________________________
 CS0650  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0650  DYNAMIC HT  -         118.822 (meters)     389.84  (feet)  COMP
 CS0650  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 CS0650
 CS0650  VERT ORDER  -  SECOND    CLASS 0
 CS0650
 CS0650.The horizontal coordinates were scaled from a topographic map and have
 CS0650.an estimated accuracy of +/- 6 seconds.
 CS0650
 CS0650.The orthometric height was determined by differential leveling
 CS0650.and adjusted by the National Geodetic Survey in June 1991..
 CS0650
 CS0650.The geoid height was determined by GEOID03.
 CS0650
 CS0650.The dynamic height is computed by dividing the NAVD 88
 CS0650.geopotential number by the normal gravity value computed on the
 CS0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0650.degrees latitude (g = 980.6199 gals.).
 CS0650
 CS0650.The modeled gravity was interpolated from observed gravity values.
 CS0650
 CS0650;                    North         East    Units  Estimated Accuracy
 CS0650;SPC TXNC     - 2,040,280.      809,190.      MT  (+/- 180 meters Scaled)
 CS0650
 CS0650                          SUPERSEDED SURVEY CONTROL
 CS0650
 CS0650  NGVD 29 (??/??/92)  118.956  (m)          390.27   (f) ADJ UNCH    2 0
 CS0650
 CS0650.Superseded values are not recommended for survey control.
 CS0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0650.See file dsdata.txt to determine how the superseded data were derived.
 CS0650
 CS0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA563447(NAD 83)
 CS0650_MARKER: DR = REFERENCE MARK DISK
 CS0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0650_STAMPING: EUREKA NO 2 1946
 CS0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0650+STABILITY: SURFACE MOTION
 CS0650
 CS0650  HISTORY     - Date     Condition        Report By
 CS0650  HISTORY     - 1946     MONUMENTED       CGS
 CS0650  HISTORY     - 1947     GOOD             NGS
 CS0650  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0650
 CS0650                          STATION DESCRIPTION
 CS0650
 CS0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0650'12.1 MI SE FROM CORSICANA.
 CS0650'12.1 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.287 FROM THE POST OFFICE AT
 CS0650'CORSICANA, 0.75 MILE EAST OF THE POST OFFICE AT EUREKA, AT A DIRT
 CS0650'CROSS ROAD, 170.0 FEET WEST OF THE CENTER OF A DIRT CROSS ROAD, 50.0
 CS0650'FEET NORTH OF THE CENTER OF THE HIGHWAY, 1.5 FOOT SOUTH OF THE NORTH
 CS0650'RIGHT-OF-WAY FENCE, 150.2 FEET NORTHWEST OF AND ACROSS THE HIGHWAY
 CS0650'FROM REFERENCE MARK EUREKA NO 1, 108.0 FEET NORTH NORTHWEST OF AND
 CS0650'ACROSS THE HIGHWAY FROM EUREKA TRIANGULATION STATION, A BRONZE
 CS0650'REFERENCE MARK DISK SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS
 CS0650'THE HIGHWAY AND PROJECTING 0.6 FOOT.
 CS0650
 CS0650                          STATION RECOVERY (2002)
 CS0650
 CS0650'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 CS0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2645 ***********************************************************************
 CS2645  DESIGNATION -  EUREKA RM 3
 CS2645  PID         -  CS2645
 CS2645  STATE/COUNTY-  TX/NAVARRO
 CS2645  USGS QUAD   -  POWELL (1959)
 CS2645
 CS2645                         *CURRENT SURVEY CONTROL
 CS2645  ___________________________________________________________________
 CS2645* NAD 83(1993)-  32 00 35.52356(N)    096 17 10.11381(W)     ADJUSTED  
 CS2645* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 CS2645  ___________________________________________________________________
 CS2645  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CS2645  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS2645
 CS2645  HORZ ORDER  -  SECOND
 CS2645
 CS2645.The horizontal coordinates were established by classical geodetic methods
 CS2645.and adjusted by the National Geodetic Survey in February 1996..
 CS2645
 CS2645.The orthometric height was scaled from a topographic map.
 CS2645
 CS2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2645
 CS2645.The geoid height was determined by GEOID03.
 CS2645
 CS2645;                    North         East     Units Scale Factor Converg.
 CS2645;SPC TXNC     - 2,040,263.152   809,164.071   MT  1.00003648   +1 12 26.7
 CS2645;SPC TXNC     - 6,693,763.36  2,654,732.46   sFT  1.00003648   +1 12 26.7
 CS2645;SPC TX C     - 3,266,726.998 1,082,320.372   MT  1.00003644   +2 05 04.3
 CS2645;SPC TX C     -10,717,586.83  3,550,912.75   sFT  1.00003644   +2 05 04.3
 CS2645;UTM  14      - 3,544,749.053   756,353.174   MT  1.00041054   +1 26 21.5
 CS2645
 CS2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2645!SPC TXNC     -   0.99998531  x   1.00003648  =   1.00002179
 CS2645!SPC TX C     -   0.99998531  x   1.00003644  =   1.00002175
 CS2645!UTM  14      -   0.99998531  x   1.00041054  =   1.00039585
 CS2645
 CS2645|---------------------------------------------------------------------|
 CS2645| PID    Reference Object                     Distance      Geod. Az  |
 CS2645|                                                           dddmmss.s |
 CS2645| CS0650 EUREKA RM 2                          36.286 METERS 01420     |
 CS2645| CS0648 EUREKA RM 1                          33.437 METERS 09618     |
 CS2645| CS0647 EUREKA AZ                           APPROX. 0.7 KM 1032411.1 |
 CS2645|---------------------------------------------------------------------|
 CS2645
 CS2645                          SUPERSEDED SURVEY CONTROL
 CS2645
 CS2645  NAD 83(1986)-  32 00 35.53136(N)    096 17 10.09615(W) AD(       ) 2
 CS2645  NAD 27      -  32 00 34.96700(N)    096 17 09.18200(W) AD(       ) 2
 CS2645
 CS2645.Superseded values are not recommended for survey control.
 CS2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2645.See file dsdata.txt to determine how the superseded data were derived.
 CS2645
 CS2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA5635344749(NAD 83)
 CS2645_MARKER: DR = REFERENCE MARK DISK
 CS2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2645
 CS2645  HISTORY     - Date     Condition        Report By
 CS2645  HISTORY     - 1949     MONUMENTED       CGS
 CS2645  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS2645
 CS2645                          STATION DESCRIPTION
 CS2645
 CS2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2645'STATION IS LOCATED ABOUT 3/4 MILE EAST-SOUTHEAST OF EUREKA,
 CS2645'69 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 CS2645'287, 58 FEET WEST OF TELEPHONE POLE, 56 FEET WEST OF WITNESS
 CS2645'POST AND 39 FEET NORTHWEST OF THE CENTERLINE OF DIRT ROAD.
 CS2645'THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND
 CS2645'THE DISC IS STAMPED EUREKA NO 3 1949.
 CS2645'
 CS2645'TRAVERSE CONNECTIONS WERE MADE TO TRIANGULATION STATION
 CS2645'EUREKA 1946 AND THE AZIMUTH MARK AND THE CORRECTED DISTANCES
 CS2645'ARE INDICATED ABOVE.
 CS2645'
 CS2645'FOR A DESCRIPTION OF THE AZIMUTH MARK AND THE REFERENCE MARKS,
 CS2645'SEE THE DESCRIPTION OF TRIANGULATION STATION EUREKA 1946.
 CS2645'
 CS2645'A 77-FOOT SIGNAL AT STREETMAN 1946 IS VISIBLE AT 37 FEET.
 CS2645'
 CS2645'A 4-FOOT SIGNAL AT SWINK IS VISIBLE AT 37 FEET.
 CS2645'
 CS2645'A 64-FOOT SIGNAL AT MILDRED 1946 IS VISIBLE AT 37 FEET.
 CS2645'
 CS2645'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2645
 CS2645                          STATION RECOVERY (2002)
 CS2645
 CS2645'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 CS2645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1317 ***********************************************************************
 CR1317  DESIGNATION -  EUSTACE
 CR1317  PID         -  CR1317
 CR1317  STATE/COUNTY-  TX/HENDERSON
 CR1317  USGS QUAD   -  STOCKARD (1984)
 CR1317
 CR1317                         *CURRENT SURVEY CONTROL
 CR1317  ___________________________________________________________________
 CR1317* NAD 83(1993)-  32 17 41.48435(N)    095 59 01.44966(W)     ADJUSTED  
 CR1317* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 CR1317  ___________________________________________________________________
 CR1317  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CR1317  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CR1317
 CR1317  HORZ ORDER  -  SECOND
 CR1317
 CR1317.The horizontal coordinates were established by classical geodetic methods
 CR1317.and adjusted by the National Geodetic Survey in February 1996..
 CR1317
 CR1317.The orthometric height was scaled from a topographic map.
 CR1317
 CR1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1317
 CR1317.The geoid height was determined by GEOID03.
 CR1317
 CR1317;                    North         East     Units Scale Factor Converg.
 CR1317;SPC TXNC     - 2,072,499.461   836,973.295   MT  0.99995918   +1 22 20.5
 CR1317;SPC TXNC     - 6,799,525.31  2,745,969.89   sFT  0.99995918   +1 22 20.5
 CR1317;UTM  15      - 3,577,030.110   219,020.928   MT  1.00057371   -1 35 42.7
 CR1317;UTM  14      - 3,577,115.914   784,043.454   MT  1.00059506   +1 36 45.4
 CR1317
 CR1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1317!SPC TXNC     -   0.99998343  x   0.99995918  =   0.99994261
 CR1317!UTM  15      -   0.99998343  x   1.00057371  =   1.00055713
 CR1317!UTM  14      -   0.99998343  x   1.00059506  =   1.00057848
 CR1317
 CR1317|---------------------------------------------------------------------|
 CR1317| PID    Reference Object                     Distance      Geod. Az  |
 CR1317|                                                           dddmmss.s |
 CR1317| CY1796 EUSTACE RM 1                         28.996 METERS 03747     |
 CR1317| CR0546 PICKENS                             APPROX. 7.4 KM 1263503.2 |
 CR1317| CY1797 EUSTACE RM 2                         26.695 METERS 12716     |
 CR1317| CR0556 EUSTACE 2 RM 1                                     13859     |
 CR1317| CS2632 MALAKOFF FUEL CO WATER TANK         APPROX.12.0 KM 1894125.6 |
 CR1317| CR0555 EUSTACE 2                             6.824 METERS 21302     |
 CR1317| CS2616 EUSTACE WATER SUPPLY SYSTEM TK      APPROX. 2.4 KM 2981420.0 |
 CR1317| CY1795 EUSTACE AZ MK                                      3062513.3 |
 CR1317|---------------------------------------------------------------------|
 CR1317
 CR1317                          SUPERSEDED SURVEY CONTROL
 CR1317
 CR1317  NAD 83(1986)-  32 17 41.49190(N)    095 59 01.43366(W) AD(       ) 2
 CR1317  NAD 27      -  32 17 40.96400(N)    095 59 00.54800(W) AD(       ) 2
 CR1317
 CR1317.Superseded values are not recommended for survey control.
 CR1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1317.See file dsdata.txt to determine how the superseded data were derived.
 CR1317
 CR1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR1902177030(NAD 83)
 CR1317_MARKER: DS = TRIANGULATION STATION DISK
 CR1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1317
 CR1317  HISTORY     - Date     Condition        Report By
 CR1317  HISTORY     - 1947     MONUMENTED       CGS
 CR1317  HISTORY     - 1949     GOOD             CGS
 CR1317  HISTORY     - 1956     GOOD             CGS
 CR1317  HISTORY     - 1960     SEE DESCRIPTION  CGS
 CR1317
 CR1317                          STATION DESCRIPTION
 CR1317
 CR1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CR1317'THE STATION IS 9 MILES NORTHWEST OF ATHENS, 1.5 MILES SOUTHEAST
 CR1317'OF EUSTACE, 100 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CR1317'FARM HOUSE, 45.5 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY NO.
 CR1317'175, 25 FEET NORTH OF A T FENCE INTERSECTION, AND 7 FEET NORTHEAST
 CR1317'OF A CONCRETE RIGHT-OF-WAY MARKER.  IT IS SET FLUSH WITH THE
 CR1317'GROUND AND IS STAMPED EUSTACE 1947.
 CR1317'
 CR1317'REFERENCE MARK NO. 1 IS 50 FEET NORTHEAST OF THE CENTER OF
 CR1317'U.S. HIGHWAY NO. 175, 3 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 CR1317'MARKER, AND 2 FEET SOUTHWEST OF A FENCE LINE.  IT PROJECTS 4 INCHES
 CR1317'AND IS STAMPED EUSTACE NO 1 1947.
 CR1317'
 CR1317'REFERENCE MARK NO. 2 IS 49 FEET SOUTHWEST OF THE CENTER OF U.S.
 CR1317'HIGHWAY NO. 175 AND 1 FOOT EAST OF A FENCE LINE.  IT PROJECTS
 CR1317'4 INCHES AND IS STAMPED EUSTACE NO 2 1947.
 CR1317'
 CR1317'AZIMUTH MARK IS ON THE HIGHWAY RIGHT-OF-WAY, 44 FEET NORTHEAST OF
 CR1317'THE CENTER OF U.S. HIGHWAY NO. 175 AND 2.7 FEET SOUTH OF A
 CR1317'REFERENCE POST.  IT PROJECTS 4 INCHES AND IS STAMPED EUSTACE 1947.
 CR1317'
 CR1317'TO REACH THE STATION FROM THE SINCLAIR GAS STATION IN EUSTACE, GO
 CR1317'SOUTHEAST ON U.S. HIGHWAY NO. 175 FOR 1.3 MILES TO A FARM HOUSE ON
 CR1317'THE RIGHT AND THE STATION AS DESCRIBED.
 CR1317'
 CR1317'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON U.S.
 CR1317'HIGHWAY NO. 175 FOR 0.75 MILE TO THE TOP OF A SMALL GRADE AND
 CR1317'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CR1317'
 CR1317'A 74 FOOT SIGNAL AT PICKENS IS VISIBLE AT 37 FEET.
 CR1317'
 CR1317'A 74 FOOT SIGNAL AT MILL IS VISIBLE AT 37 FEET.
 CR1317'
 CR1317'A 74 FOOT SIGNAL AT TARRANT IS VISIBLE AT 37 FEET.
 CR1317'
 CR1317'A 100 FOOT SIGNAL AT MALAKOFF IS VISIBLE AT 37 FEET.
 CR1317'
 CR1317'A 100 FOOT SIGNAL AT CLEAR IS VISIBLE AT 37 FEET.
 CR1317'
 CR1317'A 74 FOOT SIGNAL AT STOCKARD IS VISIBLE AT 37 FEET.
 CR1317'
 CR1317'A 100 FOOT SIGNAL AT TOOL IS VISIBLE AT 50 FEET.
 CR1317'
 CR1317'AN 87 FOOT SIGNAL AT MABANK IS VISIBLE AT 37 FEET.
 CR1317'
 CR1317'AN 87 FOOT SIGNAL AT TWIN IS VISIBLE AT 37 FEET.
 CR1317'
 CR1317'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1317
 CR1317                          STATION RECOVERY (1949)
 CR1317
 CR1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CR1317'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 CR1317'BE IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL MARKS
 CR1317'CHECKED.
 CR1317'
 CR1317'A 74 FOOT SIGNAL AT STATION PICKENS IS VISIBLE AT 37 FEET.
 CR1317'
 CR1317'AN 87 FOOT SIGNAL AT STATION MABANK ECC IS VISIBLE AT 37 FEET.
 CR1317'
 CR1317'A 74 FOOT SIGNAL AT STATION SANDY IS VISIBLE AT 37 FEET.
 CR1317
 CR1317                          STATION RECOVERY (1956)
 CR1317
 CR1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1317'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1317'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1317
 CR1317                          STATION RECOVERY (1960)
 CR1317
 CR1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 CR1317'THIS MARK AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 CR1317'CONDITION AS DESCRIBED.  THE AZIMUTH MARK HAD BEEN BROKEN OUT.
 CR1317'THE BASE OF THE MONUMENT WAS FOUND IN PLACE BUT THE TOP HAD
 CR1317'BEEN BROKEN OFF.
 CR1317'
 CR1317'EUSTACE 2 1960 WAS ESTABLISHED IN THE VICINITY AND THE ORIGINAL
 CR1317'MARKS WERE DESTROYED TO CLEAR THE AREA FOR NEW HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0555 ***********************************************************************
 CR0555  DESIGNATION -  EUSTACE 2
 CR0555  PID         -  CR0555
 CR0555  STATE/COUNTY-  TX/HENDERSON
 CR0555  USGS QUAD   -  STOCKARD (1984)
 CR0555
 CR0555                         *CURRENT SURVEY CONTROL
 CR0555  ___________________________________________________________________
 CR0555* NAD 83(1993)-  32 17 41.29863(N)    095 59 01.59183(W)     ADJUSTED  
 CR0555* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 CR0555  ___________________________________________________________________
 CR0555  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 CR0555  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CR0555
 CR0555  HORZ ORDER  -  THIRD
 CR0555
 CR0555.The horizontal coordinates were established by classical geodetic methods
 CR0555.and adjusted by the National Geodetic Survey in February 1996..
 CR0555.No horizontal observational check was made to the station.
 CR0555
 CR0555.The orthometric height was scaled from a topographic map.
 CR0555
 CR0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0555
 CR0555.The geoid height was determined by GEOID03.
 CR0555
 CR0555;                    North         East     Units Scale Factor Converg.
 CR0555;SPC TXNC     - 2,072,493.653   836,969.714   MT  0.99995919   +1 22 20.4
 CR0555;SPC TXNC     - 6,799,506.26  2,745,958.14   sFT  0.99995919   +1 22 20.4
 CR0555;UTM  15      - 3,577,024.492   219,017.048   MT  1.00057373   -1 35 42.7
 CR0555;UTM  14      - 3,577,110.088   784,039.895   MT  1.00059504   +1 36 45.3
 CR0555
 CR0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0555!SPC TXNC     -   0.99998343  x   0.99995919  =   0.99994262
 CR0555!UTM  15      -   0.99998343  x   1.00057373  =   1.00055715
 CR0555!UTM  14      -   0.99998343  x   1.00059504  =   1.00057846
 CR0555
 CR0555|---------------------------------------------------------------------|
 CR0555| PID    Reference Object                     Distance      Geod. Az  |
 CR0555|                                                           dddmmss.s |
 CR0555| CR1317 EUSTACE                               6.824 METERS 03302     |
 CR0555| CY1797 EUSTACE RM 2                                       11241     |
 CR0555| CR0556 EUSTACE 2 RM 1                       26.646 METERS 12442     |
 CR0555| CR0557 EUSTACE 2 RM 2                       12.421 METERS 30132     |
 CR0555|---------------------------------------------------------------------|
 CR0555
 CR0555                          SUPERSEDED SURVEY CONTROL
 CR0555
 CR0555  NAD 83(1986)-  32 17 41.30617(N)    095 59 01.57584(W) AD(       ) 3
 CR0555  NAD 27      -  32 17 40.77830(N)    095 59 00.69020(W) AD(       ) 3
 CR0555
 CR0555.Superseded values are not recommended for survey control.
 CR0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0555.See file dsdata.txt to determine how the superseded data were derived.
 CR0555
 CR0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR1901777024(NAD 83)
 CR0555_MARKER: DS = TRIANGULATION STATION DISK
 CR0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0555_STAMPING: EUSTACE 2 1960
 CR0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0555+STABILITY: SURFACE MOTION
 CR0555
 CR0555  HISTORY     - Date     Condition        Report By
 CR0555  HISTORY     - 1960     MONUMENTED       CGS
 CR0555  HISTORY     - 1960     GOOD             CGS
 CR0555  HISTORY     - 1974     MARK NOT FOUND   TXHD
 CR0555
 CR0555                          STATION DESCRIPTION
 CR0555
 CR0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WCR)
 CR0555'THIS STATION IS 9 MILES NORTHWEST OF ATHENS, 1.5 MILES SOUTHEAST
 CR0555'OF EUSTACE, ALONG THE SOUTHWEST SIDE OF U.S. HIGHWAY NO. 175,
 CR0555'2-1/2 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY LINE FENCE,
 CR0555'74.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE R.L. STEWART
 CR0555'FARM HOUSE AND 25 FEET EAST OF THE NORTHWEST CORNER OF A GARDEN.
 CR0555'
 CR0555'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED EUSTACE 2 1960
 CR0555'NO. 1 IN A CONCRETE POST, 1 FOOT NORTHEAST OF THE SOUTHWEST
 CR0555'RIGHT-OF-WAY LINE AND 62 FEET EAST OF THE NORTHEAST CORNER OF
 CR0555'THE GARDEN.  THE MARK IS A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 CR0555'4 INCHES.
 CR0555'
 CR0555'REFERENCE NO. 2 IS A STANDARD DISK STAMPED EUSTACE 2 1960 NO. 2 IN
 CR0555'A CONCRETE POST ABOUT FLUSH WITH THE SURFACE OF THE GROUND, 46.4
 CR0555'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STEWART HOUSE, 4
 CR0555'FEET EAST OF A LARGE TREE, 7 FEET NORTHEAST OF THE NORTHEAST
 CR0555'CORNER OF THE YARD AND 1 FOOT NORTHEAST OF THE SOUTHWEST
 CR0555'RIGHT-OF-WAY LINE.
 CR0555'
 CR0555'TO REACH FROM EUSTACE.  GO SOUTHEAST ON THE HIGHWAY 01.3 MILES
 CR0555'TO THE R.L. STEWART FARM HOUSE ON THE RIGHT AND THE STATION AS
 CR0555'DESCRIBED.  THE STATION IS MARKED WITH A DISK STAMPED EUSTACE 2
 CR0555'1960 IN A CONCRETE POST WHICH ABOUT 4 INCHES.
 CR0555
 CR0555                          STATION RECOVERY (1960)
 CR0555
 CR0555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CR0555'1.5 MI SE FROM EUSTACE.
 CR0555'ABOUT 01.5 MILES SOUTHEAST FROM EUSTACE, ALONG U.S. HIGHWAY NO. 175, 9
 CR0555'MILES NORTHWEST FROM THE COURT HOUSE IN ATHENS, 2 1/2 FEET NORTHEAST
 CR0555'OF THE SOUTHWEST RIGHT-OF-WAY FENCE OF THE HIGHWAY, 25 FEET EAST OF
 CR0555'THE NORTH EAST CORNER OF A GARDEN AND 74.4 FEET NORTHEAST OF THE
 CR0555'NORTHEAST CORNER OF THE R.L. STEWART FARM HOUSE.  A STANDARD
 CR0555'TRIANGULATION DISK STAMPED EUSTACE 2 1960 IN A CONCRETE MONUMENT WHICH
 CR0555'PROJECTS ABOUT 4 INCHES.
 CR0555
 CR0555                          STATION RECOVERY (1974)
 CR0555
 CR0555'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (MM)
 CR0555'EUSTACE 2 1960-UNABLE TO LOCATE
 CR0555'
 CR0555'EUSTACE 2 1960 R.M. NO. 2-UNABLE TO LOCATE
 CR0555'
 CR0555'EUSTACE 2 1960 R.M. NO. 1-IN GOOD CONDITION
 CR0555'
 CR0555'IT IS BELIEVED THAT STA. AND R.M. NO 2 WERE DESTROYED BY TELEPHONE
 CR0555'COMPANY WITH UNDERGROUND CABLE WORK
 CR0555'
 CR0555'WE CONSIDER STATION IS DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2616 ***********************************************************************
 CS2616  DESIGNATION -  EUSTACE WATER SUPPLY SYSTEM TK
 CS2616  PID         -  CS2616
 CS2616  STATE/COUNTY-  TX/HENDERSON
 CS2616  USGS QUAD   -  MABANK (1981)
 CS2616
 CS2616                         *CURRENT SURVEY CONTROL
 CS2616  ___________________________________________________________________
 CS2616* NAD 83(1993)-  32 18 18.67408(N)    096 00 22.99993(W)     ADJUSTED  
 CS2616* NAVD 88     -                                                        
 CS2616  ___________________________________________________________________
 CS2616  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CS2616  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS2616
 CS2616  HORZ ORDER  -  THIRD
 CS2616
 CS2616.The horizontal coordinates were established by classical geodetic methods
 CS2616.and adjusted by the National Geodetic Survey in February 1996..
 CS2616
 CS2616
 CS2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2616
 CS2616.The geoid height was determined by GEOID03.
 CS2616
 CS2616;                    North         East     Units Scale Factor Converg.
 CS2616;SPC TXNC     - 2,073,593.790   834,813.140   MT  0.99995684   +1 21 36.0
 CS2616;SPC TXNC     - 6,803,115.63  2,738,882.78   sFT  0.99995684   +1 21 36.0
 CS2616;UTM  14      - 3,578,201.846   781,877.360   MT  1.00057994   +1 36 03.3
 CS2616;UTM  15      - 3,578,235.558   216,919.017   MT  1.00058833   -1 36 28.0
 CS2616
 CS2616                          SUPERSEDED SURVEY CONTROL
 CS2616
 CS2616  NAD 83(1986)-  32 18 18.68163(N)    096 00 22.98395(W) AD(       ) 4
 CS2616  NAD 27      -  32 18 18.15300(N)    096 00 22.09700(W) AD(       ) 3
 CS2616
 CS2616.Superseded values are not recommended for survey control.
 CS2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2616.See file dsdata.txt to determine how the superseded data were derived.
 CS2616
 CS2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA8187778202(NAD 83)
 CS2616_MARKER: 51 = TANK
 CS2616
 CS2616  HISTORY     - Date     Condition        Report By
 CS2616  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2616  HISTORY     - 1956     GOOD             CGS
 CS2616  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CS2616
 CS2616                          STATION DESCRIPTION
 CS2616
 CS2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2616'THE STATION IS LOCATED IN THE SOUTH PART OF EUSTACE ABOUT 90
 CS2616'FEET SOUTH OF FRONT STREET AND 325 FEET EAST OF THE EUSTACE
 CS2616'SCHOOL HOUSE.  IT IS A 4 LEGGED, WHITE PAINTED WATER TANK
 CS2616'ABOUT 75 FEET HIGH.
 CS2616'
 CS2616'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2616
 CS2616                          STATION RECOVERY (1956)
 CS2616
 CS2616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CS2616'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2616'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2616
 CS2616                          STATION RECOVERY (2004)
 CS2616
 CS2616'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CS2616'THERE IS A TANK AT THE LOCATION BUT IT IS AN 8 LEGGED TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1641 ***********************************************************************
 AE1641  DESIGNATION -  EVANITO
 AE1641  PID         -  AE1641
 AE1641  STATE/COUNTY-  TX/ZAPATA
 AE1641  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1641
 AE1641                         *CURRENT SURVEY CONTROL
 AE1641  ___________________________________________________________________
 AE1641* NAD 83(1993)-  26 49 59.42548(N)    099 08 29.67971(W)     ADJUSTED  
 AE1641* NAVD 88     -       151.5    (meters)     497.     (feet)  VERTCON   
 AE1641  ___________________________________________________________________
 AE1641  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AE1641  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AE1641
 AE1641  HORZ ORDER  -  FIRST
 AE1641
 AE1641.The horizontal coordinates were established by classical geodetic methods
 AE1641.and adjusted by the National Geodetic Survey in February 1996..
 AE1641
 AE1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1641
 AE1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1641
 AE1641.The geoid height was determined by GEOID03.
 AE1641
 AE1641;                    North         East     Units Scale Factor Converg.
 AE1641;SPC TX S     - 5,129,401.206   236,233.287   MT  0.99989906   -0 17 28.6
 AE1641;SPC TX S     -16,828,710.46    775,042.04   sFT  0.99989906   -0 17 28.6
 AE1641;UTM  14      - 2,967,965.764   485,932.665   MT  0.99960244   -0 03 50.1
 AE1641
 AE1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1641!SPC TX S     -   0.99997988  x   0.99989906  =   0.99987894
 AE1641!UTM  14      -   0.99997988  x   0.99960244  =   0.99958233
 AE1641
 AE1641:                Primary Azimuth Mark                     Grid Az
 AE1641:SPC TX S     -  EVANITO RM 4                             151 41 01.1
 AE1641:UTM  14      -  EVANITO RM 4                             151 27 22.6
 AE1641
 AE1641|---------------------------------------------------------------------|
 AE1641| PID    Reference Object                     Distance      Geod. Az  |
 AE1641|                                                           dddmmss.s |
 AE1641| CV3171 EVANITO RM 4                                       1512332.5 |
 AE1641| CV3169 EVANITO RM 2                         17.711 METERS 17547     |
 AE1641| CV3170 EVANITO RM 3                         20.647 METERS 28731     |
 AE1641| CV3168 EVANITO RM                            8.970 METERS 33926     |
 AE1641|---------------------------------------------------------------------|
 AE1641
 AE1641                          SUPERSEDED SURVEY CONTROL
 AE1641
 AE1641  NAD 83(1986)-  26 49 59.42654(N)    099 08 29.64387(W) AD(       ) 1
 AE1641  NAD 27      -  26 49 58.27400(N)    099 08 28.51900(W) AD(       ) 1
 AE1641  NGVD 29 (07/19/86)  151.5    (m)          497.     (f) VERT ANG       
 AE1641
 AE1641.Superseded values are not recommended for survey control.
 AE1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1641.See file dsdata.txt to determine how the superseded data were derived.
 AE1641
 AE1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ8593367966(NAD 83)
 AE1641_MARKER: DS = TRIANGULATION STATION DISK
 AE1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1641
 AE1641  HISTORY     - Date     Condition        Report By
 AE1641  HISTORY     - 1917     MONUMENTED       CGS
 AE1641  HISTORY     - 1932     GOOD             CGS
 AE1641  HISTORY     - 1944     GOOD             LOCSUR
 AE1641  HISTORY     - 1958     GOOD             CGS
 AE1641  HISTORY     - 1969     GOOD             SUNOCO
 AE1641  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AE1641
 AE1641                          STATION DESCRIPTION
 AE1641
 AE1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1641'STATION IS IN A BARE PLACE AT THE HIGHEST POINT ON A RIDGE,
 AE1641'11 MILES E OF N FROM LOPENO POST OFFICE 2 MILES W OF EVANITO
 AE1641'RANCH, 1 MILE N OF A ROAD LEADING FROM EVANITO RANCH TO
 AE1641'THE MILITARY ROAD AND 1 MILE N OF A SHACK, STOCK PENS, AND
 AE1641'DIRT TANK.
 AE1641'
 AE1641'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AE1641'
 AE1641'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1641'
 AE1641'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AE1641'8.970 METERS (29.43 FEET) FROM STATION, N 20 DEG 44 MIN W.
 AE1641
 AE1641                          STATION RECOVERY (1932)
 AE1641
 AE1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AE1641'STATION WAS RECOVERED IN GOOD CONDITION, AND FURTHER
 AE1641'DESCRIBED AS BEING ON THE TOP OF A HILL WHICH IS COVERED
 AE1641'WITH DENSE BRUSH, 835 FEET S 36 DEG E FROM N FENCE LINE OF
 AE1641'EVANITO RANCH.  AND 16,859 FEET S 54 DEG W FROM THE W LINE
 AE1641'OF EL GRULLO GRANT.
 AE1641'
 AE1641'STATION IS BEST REACHED BY THE MILITARY ROAD.  AT ABOUT
 AE1641'1-1/2 OR 2 MILES N OF SOLEDAD THERE IS A WIRE FENCE AND
 AE1641'GATE WITH SIGN CASA VIEJA AND ROAD TURNING N ALONG E SIDE OF
 AE1641'WIRE FENCE.  FOLLOW THIS ROAD ABOUT 7 MILES TO SECOND GATE
 AE1641'FROM MILITARY ROAD.  AT THIS POINT A ROAD TURNS TO LEFT AND
 AE1641'FOLLOWS ALONG W SIDE OF FENCE, AND A SHACK, STOCK PENS, AND
 AE1641'DIRT TANK WILL BE SEEN JUST TO N AND AT FOOT OF HILL.  FOLLOW
 AE1641'ROAD ALONG FENCE 1 MILE TO TOP OF RIDGE, TURN LEFT AND FOLLOW
 AE1641'TOP OF RIDGE 1/4 MILE TO STATION AT HIGHEST POINT, IN BARE
 AE1641'SPOT.
 AE1641'
 AE1641'ELEVATION OF STATION, 149.9 METERS (492 FEET).
 AE1641
 AE1641                          STATION RECOVERY (1944)
 AE1641
 AE1641'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944 (RHB)
 AE1641'RECOVERED BY GEN. GEOPHYSICAL CO.
 AE1641'
 AE1641'STATION STAMPED EVANITO 1918 WAS FOUND IN GOOD CONDITION.
 AE1641'CONCRETE OF REFERENCE MARK SOMEWHAT DISINTEGRATED BUT
 AE1641'BRONZE DISK STILL FIRMLY IN PLACE.
 AE1641
 AE1641                          STATION RECOVERY (1958)
 AE1641
 AE1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (AMS)
 AE1641'THE STATION IS LOCATED IN A SMALL BARE SPOT ON THE HIGHEST
 AE1641'POINT OF RIDGE, 9.2 AIRLINE MILES SOUTHEAST OF ZAPATA, TEXAS,
 AE1641'AND 2.0 AIRLINE MILES EAST OF US HIGHWAY 83, 948 FEET
 AE1641'SOUTH-SOUTHWEST OF UNDERGROUND PIPE LINE CROSSING, AND
 AE1641'243 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH PIPE LINE
 AE1641'CLEARING.
 AE1641'
 AE1641'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE
 AE1641'AND IS STAMPED EVANITO 1917.
 AE1641'
 AE1641'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AE1641'NOTE--SIGNS OF DISINTEGRATION OF THE CONCRETE WAS NOTICED.
 AE1641'APPARENTLY DUE TO THE FACT THAT THE MARK WERE MADE WITH
 AE1641'NEAT CEMENT AND GRAVEL WITHOUT USING ANY SAND IN THE CONCRETE.
 AE1641'THE REFERENCE IS STAMPED EVANITO 1917.
 AE1641'
 AE1641'TO REACH FROM THE INTERSECTION OF US HIGHWAY 83 AND FARM
 AE1641'ROAD 496 IN ZAPATA, TEXAS.  GO SOUTHEAST ON US HIGHWAY
 AE1641'83 FOR 9.8 MILES TO CROSS ROADS AND AT SMALL RANCH ON THE
 AE1641'RIGHT, TURN LEFT (EAST) PASSING THROUGH IRON ROD GATE AND
 AE1641'FOLLOW ALONG THE NORTH SIDE OF FENCE FOR 0.35 MILES, TO
 AE1641'ABOUT 500 FEET WEST OF CORRAL, AT THIS POINT TURN LEFT ON
 AE1641'DIM TRAIL THAT FOLLOWS AROUND THE NORTH SIDE OF EARTH DAM
 AE1641'AND CORRAL, COMING BACK TO THE FENCE LINE FOR 1.0 MILES
 AE1641'TO UNDERGROUND PIPE LINE, TURN LEFT (NORTH) ON PIPE CLEARING
 AE1641'FOR 0.4 MILES TO SLIGHT CURVE, CONTINUE NORTH FOR ABOUT 400
 AE1641'FEET AND STATION.
 AE1641
 AE1641                          STATION RECOVERY (1969)
 AE1641
 AE1641'RECOVERY NOTE BY SUN OIL COMPANY 1969 (RRH)
 AE1641'TO REACH THE MONUMENT FROM THE INTERSECTION OF U.S. HWY.
 AE1641'83 AND TEX. HWY. 16 IN THE TOWN OF ZAPATA, TEXAS, PROCEED
 AE1641'SOUTHEASTERLY ALONG U.S. 83 FOR 10.0 MILES TO AN IRON ROD
 AE1641'GATE WITH A WAGON WHEEL CENTER MARKED CLARENO RANCH - HUMBERTO
 AE1641'VELA ON THE LEFT OR NORTHWEST SIDE.  TURN LEFT PASSING
 AE1641'THRU THE GATE AND FOLLOW THE RANCH ROAD GENERALLY EASTERLY
 AE1641'PASSING BETWEEN THE RANCH HOUSES AND BOUNDARY FENCE AT 10.4
 AE1641'MILES, WHILE CONTINUING ALONG THE RANCH ROAD (NORTHERLY)
 AE1641'TO ANOTHER IRON ROD GATE AT 10.7 MILES.  PASS THRU THE GATE
 AE1641'AND CONTINUE ALONG THE RANCH ROAD (NORTHEASTERLY) AND AT
 AE1641'11.0 MILES RE-JOIN THE BOUNDARY FENCE.  THENCE WHILE
 AE1641'CONTINUING NORTHEASTERLY ALONG SAID FENCE ON YOUR RIGHT, AT
 AE1641'11.5 MILES COME TO COASTAL STATES PIPE LINE.  TURN LEFT
 AE1641'(NNW) AND FOLLOW THE PIPE LINE RIGHT-OF-WAY TO 12.0 MILES AT
 AE1641'WHICH POINT THE STATION WILL BE FOUND S 78 DEG W - 250
 AE1641'MIN.  THE STATION LIES ON THE PRESENTLY (JAN. 69) OWNED
 AE1641'PROPERTY OF MRS. CONSUELO G .  DE VELA, WIDOW OF HUMBERTO VELA)
 AE1641'RESIDING IN LAREDO, TEXAS.
 AE1641'
 AE1641'THE REFERENCE MONUMENT HAS HAD THE PLATE KNOCKED OFF ITS
 AE1641'CONCRETE BASE, THEREFORE, IS NOT GOOD FOR A REFERENCE BUT
 AE1641'THE MONUMMENT IS IN EXCELLENT CONDITION WITH THE ZAPATA
 AE1641'WATER TOWER BEARING N 56 DEG 58 MIN 11 SEC W (GRID).
 AE1641
 AE1641                          STATION RECOVERY (1974)
 AE1641
 AE1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1641'THE UNDERGROUND STATION MARK WAS RECOVERED.  THE REFERENCE
 AE1641'MARK WAS NOT FOUND.  THE SURFACE STATION MARK WAS IN POOR
 AE1641'CONDITION AND A NEW SURFACE MARK WAS SET.  REFERENCE MARKS
 AE1641'2, 3 AND 4 WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 AE1641'
 AE1641'THE STATION IS ABOUT 5 MILES SOUTH AND 8 MILES EAST OF ZAPATA,
 AE1641'7-1/2 MILES EAST OF THE RIO GRADE RIVER, 8-1/2 MILES NORTH
 AE1641'AND 1-1/2 MILES WEST OF LUPENO AND IS ON PROPERTY OF RANCH
 AE1641'HUMBERTO VELA CLARENO, LEASED BY CHESTER CUTTER, TELEPHONE
 AE1641'NUMBER 565-2735, MERCEDES, TEXAS.
 AE1641'
 AE1641'TO REACH THE STATION FROM THE POST OFFICE IN ZAPATA, GO
 AE1641'SOUTHEAST ON U.S. HIGHWAY 83 FOR 9.25 MILES TO A PAIR A
 AE1641'GATES ON THE LEFT AND RIGHT SIDE OF THE HIGHWAY.  TURN
 AE1641'LEFT AND GO EASTERLY FOR 0.4 MILE TO TWO RANCH HOUSES, CONTINUE
 AE1641'EASTERLY FOR 0.1 MILE TO A FORK.  BEAR LEFT FOR 0.2 MILES
 AE1641'TO A GATE, PASS THROUGH THE GATE TO A FORK.  TAKE THE RIGHT
 AE1641'FORK AND GO EASTERLY ON A TRACK ROAD FOR 0.9 MILE TO A GATE
 AE1641'ON THE RIGHT AND A TRACK ROAD ON THE LEFT.  TURN LEFT AND
 AE1641'GO NORTHERLY ON THE TRACK ROAD, ALONG A PIPELINE, FOR 0.25
 AE1641'MILE TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE NORTHERLY
 AE1641'ON THE TRACK ROAD FOR 0.2 MILE TO A DIM TRACK ROAD LEFT.
 AE1641'TURN LEFT AND GO WESTERLY FOR 0.05 MILE TO THE STATION.
 AE1641'
 AE1641'STATION MARK IS A STANDARD DISK, STAMPED EVANITO 1917 1974,
 AE1641'SET IN THE TOP OF A 24-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1641'THAT IS FLUSH WITH THE GROUND, THE UNDERGROUND MARK IS 32
 AE1641'INCHES BELOW THE GROUND.  IT IS 5.3 FEET SOUTHWEST OF A
 AE1641'METAL WITNESS POST.
 AE1641'
 AE1641'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EVANITO 1917
 AE1641'1974 NO 4, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1641'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 AE1641'56.0 FEET SOUTH OF THE WITNESS POST.
 AE1641'
 AE1641'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED EVANITO 1917
 AE1641'1974 NO 3, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1641'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 AE1641'72.5 FEET WEST OF THE WITNESS POST.
 AE1641'
 AE1641'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED EVANITO 1917
 AE1641'1974 NO 4, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1641'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 AE1641'2.4 FEET NORTHWEST OF A METAL WITNESS POST AND 16.0 FEET
 AE1641'EAST-NORTHEAST OF THE CENTER OF A TRACK ROAD.
 AE1641'
 AE1641'HEIGHT OF LIGHT ABOVE STATION MARK 73.0 FEET.
 AE1641'
 AE1641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 AE1641'SOUTHEAST OF ZAPATA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1929 ***********************************************************************
 AY1929  DESIGNATION -  EVANS
 AY1929  PID         -  AY1929
 AY1929  STATE/COUNTY-  TX/BEXAR
 AY1929  USGS QUAD   -  MACDONA (1991)
 AY1929
 AY1929                         *CURRENT SURVEY CONTROL
 AY1929  ___________________________________________________________________
 AY1929* NAD 83(1993)-  29 15 47.72400(N)    098 38 19.17414(W)     ADJUSTED  
 AY1929* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AY1929  ___________________________________________________________________
 AY1929  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 AY1929  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AY1929
 AY1929  HORZ ORDER  -  FIRST
 AY1929
 AY1929.The horizontal coordinates were established by classical geodetic methods
 AY1929.and adjusted by the National Geodetic Survey in February 1996..
 AY1929
 AY1929.The orthometric height was scaled from a topographic map.
 AY1929
 AY1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1929
 AY1929.The geoid height was determined by GEOID03.
 AY1929
 AY1929;                    North         East     Units Scale Factor Converg.
 AY1929;SPC TXSC     - 4,158,527.539   635,114.211   MT  0.99986402   +0 10 37.3
 AY1929;SPC TXSC     -13,643,435.77  2,083,703.87   sFT  0.99986402   +0 10 37.3
 AY1929;UTM  14      - 3,237,206.883   535,105.117   MT  0.99961521   +0 10 35.9
 AY1929
 AY1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1929!SPC TXSC     -   0.99997596  x   0.99986402  =   0.99983998
 AY1929!UTM  14      -   0.99997596  x   0.99961521  =   0.99959117
 AY1929
 AY1929|---------------------------------------------------------------------|
 AY1929| PID    Reference Object                     Distance      Geod. Az  |
 AY1929|                                                           dddmmss.s |
 AY1929| CV3952 EVANS RM 1                           30.385 METERS 00931     |
 AY1929| CV3951 EVANS AZ MK                                        0913900.3 |
 AY1929| CV3953 EVANS RM 2                           27.440 METERS 13246     |
 AY1929|---------------------------------------------------------------------|
 AY1929
 AY1929                          SUPERSEDED SURVEY CONTROL
 AY1929
 AY1929  NAD 83(1986)-  29 15 47.72835(N)    098 38 19.15566(W) AD(       ) 1
 AY1929  NAD 27      -  29 15 46.87100(N)    098 38 18.08400(W) AD(       ) 1
 AY1929
 AY1929.Superseded values are not recommended for survey control.
 AY1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1929.See file dsdata.txt to determine how the superseded data were derived.
 AY1929
 AY1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT3510537207(NAD 83)
 AY1929_MARKER: DS = TRIANGULATION STATION DISK
 AY1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1929
 AY1929  HISTORY     - Date     Condition        Report By
 AY1929  HISTORY     - 1953     MONUMENTED       CGS
 AY1929  HISTORY     - 1956     GOOD             AMS
 AY1929  HISTORY     - 1960     GOOD             CGS
 AY1929  HISTORY     - 19991210 POOR             USPSQD
 AY1929
 AY1929                          STATION DESCRIPTION
 AY1929
 AY1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1929'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF SAN ANTONIO,
 AY1929'4 MILES NORTHWEST OF SOMERSET AND 0.25 MILE NORTHWEST OF
 AY1929'SOMERSET ROAD.  IT IS NEAR THE EAST EDGE OF A FARM YARD
 AY1929'OWNED BY MR. JOE HERRERA, 43 FEET WEST OF THE CENTERLINE
 AY1929'OF EVANS ROAD, 18 FEET SOUTH OF THE CENTERLINE OF THE FARM
 AY1929'DRIVEWAY AND 17.6 FEET WEST OF A WITNESS POST.  THE MARK
 AY1929'IS A STANDARD DISK SET IN A SQUARE CONCRETE POST PROJECTING
 AY1929'4 INCHES AND STAMPED EVANS 1953.
 AY1929'
 AY1929'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 AY1929'AND LOOP 13 AT THE SOUTHWEST EDGE OF SAN ANTONIO, GO SOUTHWEST
 AY1929'ON U.S. HIGHWAY 81 FOR 2.7 MILES TO A CROSS ROAD THENCE
 AY1929'LEFT ON CASSIN ROAD FOR 0.4 MILE TO A FORK.  GO RIGHT, SOUTH,
 AY1929'FOR 6.0 MILES ON SOMERSET ROAD TO A REVERSE Y-INTERSECTION
 AY1929'JUST BEFORE ARRIVING AT A BRIDGE.  HERE TURN SHARP RIGHT
 AY1929'ONTO EVANS ROAD AND GO 0.5 MILE TO A GATE ON THE RIGHT AND
 AY1929'THE STATION MARK AS DESCRIBED.
 AY1929'
 AY1929'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A ROUND CONCRETE
 AY1929'POST PROJECTING 2 INCHES.  IT IS 25 FEET WEST OF THE CENTERLINE
 AY1929'OF EVANS ROAD, 78 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY
 AY1929'AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS STAMPED EVANS
 AY1929'NO 1 1953.
 AY1929'
 AY1929'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AY1929'CONCRETE POST PROJECTING 2 INCHES.  IT IS 21 FEET EAST OF THE
 AY1929'CENTERLINE OF EVANS ROAD AND 1 FOOT WEST OF A FENCE LINE.
 AY1929'THE MARK IS STAMPED EVANS NO 2 1953.
 AY1929'
 AY1929'THE AZIMUTH MARK IS A STANDARD DISK SET IN A ROUND CONCRETE
 AY1929'POST PROJECTING 2 INCHES.  IT IS 31 FEET NORTHWEST OF CENTERLINE
 AY1929'OF SOMERSET ROAD, 2 FEET SOUTH OF A FENCE CORNER AND 2 FEET
 AY1929'SOUTHWEST OF A WITNESS POST.  THE MARK IS STAMPED EVANS 1953.
 AY1929'
 AY1929'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE
 AY1929'REVERSE Y-INTERSECTION NEAR THE BRIDGE AND TURN SHARP LEFT
 AY1929'ONTO SOMERSET ROAD.  GO NORTH ON SOMERSET ROAD FOR 0.5 MILE
 AY1929'TO A FENCE CORNER ON THE LEFT AND THE MARK AS DESCRIBED.
 AY1929'
 AY1929'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY1929
 AY1929                          STATION RECOVERY (1956)
 AY1929
 AY1929'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1929'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION,
 AY1929'42.0 FT. WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD, 17.5
 AY1929'FT. SOUTH OF THE CENTERLINE OF DRIVE TO THE WEST, 22.0 FT.
 AY1929'NORTH-NORTHWEST OF THE NORTHWEST TIP OF TREE LINE, 36.0 FT.
 AY1929'EAST OF A LONE BUSH.
 AY1929
 AY1929                          STATION RECOVERY (1960)
 AY1929
 AY1929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ERS)
 AY1929'STATION, REFERENCE AND AZIMUTH MARK RECOVERED AS DESCRIBED
 AY1929'AND ARE IN VERY GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AY1929'IS ADEQUATE AND COMPLETE.
 AY1929
 AY1929                          STATION RECOVERY (1999)
 AY1929
 AY1929'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1929'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2042 ***********************************************************************
 AY2042  DESIGNATION -  EVANS
 AY2042  PID         -  AY2042
 AY2042  STATE/COUNTY-  TX/UVALDE
 AY2042  USGS QUAD   -  GARNER FIELD (1971)
 AY2042
 AY2042                         *CURRENT SURVEY CONTROL
 AY2042  ___________________________________________________________________
 AY2042* NAD 83(1993)-  29 11 21.63292(N)    099 41 23.39913(W)     ADJUSTED  
 AY2042* NAVD 88     -       315.7    (meters)    1036.     (feet)  VERTCON   
 AY2042  ___________________________________________________________________
 AY2042  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AY2042  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AY2042
 AY2042  HORZ ORDER  -  FIRST
 AY2042
 AY2042.The horizontal coordinates were established by classical geodetic methods
 AY2042.and adjusted by the National Geodetic Survey in February 1996..
 AY2042
 AY2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2042
 AY2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2042
 AY2042.The geoid height was determined by GEOID03.
 AY2042
 AY2042;                    North         East     Units Scale Factor Converg.
 AY2042;SPC TXSC     - 4,150,479.634   532,915.628   MT  0.99986645   -0 20 16.6
 AY2042;SPC TXSC     -13,617,031.93  1,748,407.36   sFT  0.99986645   -0 20 16.6
 AY2042;UTM  14      - 3,229,160.347   432,932.261   MT  0.99965550   -0 20 11.2
 AY2042
 AY2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2042!SPC TXSC     -   0.99995403  x   0.99986645  =   0.99982049
 AY2042!UTM  14      -   0.99995403  x   0.99965550  =   0.99960955
 AY2042
 AY2042|---------------------------------------------------------------------|
 AY2042| PID    Reference Object                     Distance      Geod. Az  |
 AY2042|                                                           dddmmss.s |
 AY2042| CV3955 EVANS RM 1                           10.725 METERS 09636     |
 AY2042| CV3954 EVANS AZ MK                                        1343745.7 |
 AY2042| CV3956 EVANS RM 2                           11.711 METERS 20451     |
 AY2042|---------------------------------------------------------------------|
 AY2042
 AY2042                          SUPERSEDED SURVEY CONTROL
 AY2042
 AY2042  NAD 83(1986)-  29 11 21.63125(N)    099 41 23.37959(W) AD(       ) 1
 AY2042  NAD 27      -  29 11 20.76861(N)    099 41 22.18374(W) AD(       ) 1
 AY2042  NGVD 29 (07/19/86)  315.6    (m)         1035.     (f) VERT ANG       
 AY2042
 AY2042.Superseded values are not recommended for survey control.
 AY2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2042.See file dsdata.txt to determine how the superseded data were derived.
 AY2042
 AY2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3293229160(NAD 83)
 AY2042_MARKER: DS = TRIANGULATION STATION DISK
 AY2042_SETTING: 66 = SET IN ROCK OUTCROP
 AY2042
 AY2042  HISTORY     - Date     Condition        Report By
 AY2042  HISTORY     - 1972     MONUMENTED       NGS
 AY2042  HISTORY     - 20040512 MARK NOT FOUND   USPSQD
 AY2042
 AY2042                          STATION DESCRIPTION
 AY2042
 AY2042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2042'THE STATION IS ABOUT 13 MILES WEST AND 9 MILES SOUTH OF SABINAI, 6
 AY2042'MILES EAST AND 1-1/2 MILES SOUTH OF UVALDE, 5 MILES EAST OF A POINT
 AY2042'WHERE FARM ROAD 140 CROSSES THE LEONA RIVER AND ON THE TOP OF A
 AY2042'SMALL HILL, ON THE PROPERTY OF MR. HOUSTON EVANS.  PHONE NUMBER
 AY2042'934-2067.
 AY2042'
 AY2042'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 117 AND 140 AT
 AY2042'THE SOUTH EDGE OF UVALDE, GO SOUTHEAST ON FARM ROAD 140 FOR 2.8
 AY2042'MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTHEAST AND
 AY2042'EAST ON A GRAVELED ROAD FOR 4.25 MILES TO A DOUBLE BOARD GATE ON
 AY2042'THE LEFT, LOCKED, TURN LEFT PASS THROUGH THE GATE, THEN SHARP
 AY2042'LEFT AND GO WEST ALONG THE NORTH SIDE OF THE FENCE ON A TRACK ROAD
 AY2042'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE
 AY2042'TRACK ROAD FOR 0.45 MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT
 AY2042'AND GO NORTH ON THE TRACK ROAD FOR 0.5 MILE TO A T ROAD AND A
 AY2042'FENCE, TURN LEFT AND GO WEST ALONG THE SOUTH SIDE OF THE FENCE FOR
 AY2042'0.2 MILE TO THE END OF TRUCK TRAVEL.  CROSS THE FENCE AND PACK
 AY2042'NORTH FOR ABOUT 250 YARDS TO THE TOP OF THE HILL AND THE STATION.
 AY2042'THIS IS ABOUT A 5 MINUTE PACK.
 AY2042'
 AY2042'STATION MARK IS A STANDARD DISK, STAMPED EVANS 1972, CEMENTED IN A
 AY2042'DRILL HOLE IN OUTCROPPING BEDROCK, THAT IS FLUSH WITH THE GROUND.
 AY2042'IT IS 13.6 FEET NORTH OF A WITNESS POST.
 AY2042'
 AY2042'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EVANS NO 1 1972,
 AY2042'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, THAT IS FLUSH WITH
 AY2042'THE GROUND. IT IS 35.0 FEET EAST-NORTHEAST OF THE WITNESS POST AND
 AY2042'ABOUT THE SAME ELEVATION AS THE STATION.
 AY2042'
 AY2042'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EVANS NO 2 1972,
 AY2042'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, THAT PROJECTS ABOUT
 AY2042'6 INCHES.  IT IS 27.9 FEET SOUTHWEST OF THE WITNESS POST AND ABOUT 2
 AY2042'FEET LOWER THAN THE STATION.
 AY2042'
 AY2042'AZIMUTH MARK IS A STANDARD DISK, STAMPED EVANS 1972, CEMENTED IN A
 AY2042'DRILL HOLE IN OUTCROPPING BEDROCK, THAT IS FLUSH WITH THE GROUND.
 AY2042'IT IS 64.0 FEET NORTH OF THE CENTER OF THE ROAD, 47.0 FEET NORTH OF
 AY2042'A FENCE AND 6.7 FEET NORTHEAST OF A WITNESS POST.
 AY2042
 AY2042                          STATION RECOVERY (2004)
 AY2042
 AY2042'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY2042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0456 ***********************************************************************
 BO0456  DESIGNATION -  EVANS
 BO0456  PID         -  BO0456
 BO0456  STATE/COUNTY-  TX/SUTTON
 BO0456  USGS QUAD   -  LIVE OAK DRAW (1982)
 BO0456
 BO0456                         *CURRENT SURVEY CONTROL
 BO0456  ___________________________________________________________________
 BO0456* NAD 83(1993)-  30 27 25.31259(N)    100 15 46.67995(W)     ADJUSTED  
 BO0456* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 BO0456  ___________________________________________________________________
 BO0456  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BO0456  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 BO0456
 BO0456  HORZ ORDER  -  FIRST
 BO0456
 BO0456.The horizontal coordinates were established by classical geodetic methods
 BO0456.and adjusted by the National Geodetic Survey in February 1996..
 BO0456
 BO0456.The orthometric height was scaled from a topographic map.
 BO0456
 BO0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0456
 BO0456.The geoid height was determined by GEOID03.
 BO0456
 BO0456;                    North         East     Units Scale Factor Converg.
 BO0456;SPC TX C     - 3,087,618.822   706,757.596   MT  0.99992656   +0 02 10.5
 BO0456;SPC TX C     -10,129,962.75  2,318,753.88   sFT  0.99992656   +0 02 10.5
 BO0456;UTM  14      - 3,370,107.357   378,747.006   MT  0.99978137   -0 38 25.0
 BO0456
 BO0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0456!SPC TX C     -   0.99989214  x   0.99992656  =   0.99981870
 BO0456!UTM  14      -   0.99989214  x   0.99978137  =   0.99967353
 BO0456
 BO0456:                Primary Azimuth Mark                     Grid Az
 BO0456:SPC TX C     -  OIL WELL DERRICK DRILLING RIG            023 34 49.3
 BO0456:UTM  14      -  OIL WELL DERRICK DRILLING RIG            024 15 24.8
 BO0456
 BO0456|---------------------------------------------------------------------|
 BO0456| PID    Reference Object                     Distance      Geod. Az  |
 BO0456|                                                           dddmmss.s |
 BO0456| BO0436 OIL WELL DERRICK DRILLING RIG       APPROX.11.1 KM 0233659.8 |
 BO0456| CV3948 EVANS RM 3                           30.968 METERS 08544     |
 BO0456| CV3946 EVANS RM 1                           29.063 METERS 14243     |
 BO0456| CV3947 EVANS RM 2                           34.473 METERS 21354     |
 BO0456| CV3944 EVANS AZ MK                                        2635814.2 |
 BO0456| BO0457 WINDMILL NEAR STA EVANS             249.432 METERS 28417     |
 BO0456|---------------------------------------------------------------------|
 BO0456
 BO0456                          SUPERSEDED SURVEY CONTROL
 BO0456
 BO0456  NAD 83(1986)-  30 27 25.31456(N)    100 15 46.66641(W) AD(       ) 1
 BO0456  NAD 27      -  30 27 24.63900(N)    100 15 45.35500(W) AD(       ) 1
 BO0456
 BO0456.Superseded values are not recommended for survey control.
 BO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0456.See file dsdata.txt to determine how the superseded data were derived.
 BO0456
 BO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU7874770107(NAD 83)
 BO0456_MARKER: DD = SURVEY DISK
 BO0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0456
 BO0456  HISTORY     - Date     Condition        Report By
 BO0456  HISTORY     - 1935     MONUMENTED       CGS
 BO0456  HISTORY     - 1937     GOOD             TXHD
 BO0456  HISTORY     - 1944     GOOD             CGS
 BO0456
 BO0456                          STATION DESCRIPTION
 BO0456
 BO0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0456'STATION IS LOCATED ABOUT 24 MILES ESE OF SONORA, ON HIGH
 BO0456'GROUND ALONG U.S. HIGHWAY 290, BETWEEN SONORA AND JUNCTION.  IT
 BO0456'IS 204 FEET W OF A HIGHWAY CURVE SIGN, 27 FEET S OF CENTER
 BO0456'LINE OF HIGHWAY 290, AND 4 FEET N OF S RIGHT-OF-WAY FENCELINE.
 BO0456'MARK PROJECTS ABOUT 2 INCHES.
 BO0456'
 BO0456'SURFACE MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 BO0456'CONCRETE POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 BO0456'IN A DRILL HOLE IN OUTCROPPING BEDROCK 20 INCHES BELOW THE
 BO0456'SURFACE OF THE GROUND.
 BO0456'
 BO0456'REFERENCE MARK 1 IS SET IN A LARGE BEDROCK.
 BO0456'
 BO0456'REFERENCE MARK 2 IS SET IN BEDROCK.
 BO0456'
 BO0456'AZIMUTH MARK IS ABOUT 125 FEET W OF E POINT OF CURVATURE OF
 BO0456'RIGHT CURVE IN HIGHWAY, 27.5 FEET S OF THE CENTER LINE OF U.S.
 BO0456'HIGHWAY 290, AND 6 INCHES N OF S RIGHT-OF-WAY FENCELINE.  IT IS
 BO0456'SET IN BEDROCK.
 BO0456'
 BO0456'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND
 BO0456'277, ABOUT 0.3 MILE SE OF MAIN CORNER IN SONORA, GO E ON
 BO0456'HIGHWAY 290 FOR 26.65 MILES, OR 4.35 MILES PAST A WINDMILL AND
 BO0456'RESERVOIR ON THE LEFT OF A RIGHT CURVE, TO TOP OF GRADE AND
 BO0456'STATION ON THE RIGHT.
 BO0456'
 BO0456'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BO0456
 BO0456                          STATION RECOVERY (1937)
 BO0456
 BO0456'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0456'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND AS
 BO0456'DESCRIBED.  DESCRIPTION FOR LOCATING STATION IS GOOD.
 BO0456
 BO0456                          STATION RECOVERY (1944)
 BO0456
 BO0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0456'STATION IS 24 MILES, AIR LINE, ESE OF SONORA, 12 MILES, AIR
 BO0456'LINE, WSW OF ROOSEVELT, ON THE HIGHEST RIDGE CROSSING THE
 BO0456'HIGHWAY IN THAT VICINITY, ON THE S SIDE OF U.S. HIGHWAY 290,
 BO0456'AND 0.5 MILE E OF A CURVE IN HIGHWAY TO THE NW.  IT IS 26.5
 BO0456'FEET S OF THE CENTER LINE OF HIGHWAY 290 AND 3.5 FEET N OF THE
 BO0456'RIGHT-OF-WAY FENCE.
 BO0456'
 BO0456'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BO0456'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 BO0456'IT IS STAMPED EVANS 1935.
 BO0456'
 BO0456'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 BO0456'FLUSH WITH THE GROUND.  IT IS STAMPED EVANS NO 1 1935.
 BO0456'
 BO0456'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 BO0456'FLUSH WITH THE GROUND.  IT IS STAMPED EVANS NO 2 1935.
 BO0456'
 BO0456'AZIMUTH MARK IS ABOUT 125 FEET W OF E POINT OF CURVE TO RIGHT IN
 BO0456'HIGHWAY, 27.5 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 290,
 BO0456'AND 6 INCHES N OF THE RIGHT-OF-WAY FENCE.  IT IS A BRONZE
 BO0456'REFERENCE DISK SET IN BEDROCK FLUSH WITH THE GROUND.  IT IS
 BO0456'STAMPED EVANS AZI 1935.
 BO0456'
 BO0456'TO REACH STATION FROM THE POST OFFICE IN ROOSEVELT, GO W ON
 BO0456'U.S. HIGHWAY 290 FOR 15.4 MILES TO A HIGH RIDGE CROSSING HIGHWAY
 BO0456'AND STATION ON S SIDE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0496 ***********************************************************************
 BO0496  DESIGNATION -  EVANS
 BO0496  PID         -  BO0496
 BO0496  STATE/COUNTY-  TX/SCHLEICHER
 BO0496  USGS QUAD   -  MOORE RANCH (1982)
 BO0496
 BO0496                         *CURRENT SURVEY CONTROL
 BO0496  ___________________________________________________________________
 BO0496* NAD 83(1993)-  30 56 51.21484(N)    100 50 31.41933(W)     ADJUSTED  
 BO0496* NAVD 88     -       766.8    (meters)    2516.     (feet)  VERTCON   
 BO0496  ___________________________________________________________________
 BO0496  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 BO0496  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 BO0496
 BO0496  HORZ ORDER  -  FIRST
 BO0496
 BO0496.The horizontal coordinates were established by classical geodetic methods
 BO0496.and adjusted by the National Geodetic Survey in February 1996..
 BO0496
 BO0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0496
 BO0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0496
 BO0496.The geoid height was determined by GEOID03.
 BO0496
 BO0496;                    North         East     Units Scale Factor Converg.
 BO0496;SPC TX C     - 3,142,104.418   651,393.676   MT  0.99988218   -0 15 43.3
 BO0496;SPC TX C     -10,308,720.91  2,137,114.09   sFT  0.99988218   -0 15 43.3
 BO0496;UTM  14      - 3,425,245.202   324,035.152   MT  0.99998196   -0 56 51.1
 BO0496
 BO0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0496!SPC TX C     -   0.99988323  x   0.99988218  =   0.99976542
 BO0496!UTM  14      -   0.99988323  x   0.99998196  =   0.99986519
 BO0496
 BO0496:                Primary Azimuth Mark                     Grid Az
 BO0496:SPC TX C     -  ELDORADO NORTHERN NAT GAS MAST           049 32 44.5
 BO0496:UTM  14      -  ELDORADO NORTHERN NAT GAS MAST           050 13 52.3
 BO0496
 BO0496|---------------------------------------------------------------------|
 BO0496| PID    Reference Object                     Distance      Geod. Az  |
 BO0496|                                                           dddmmss.s |
 BO0496| BO0497 ELDORADO NORTHERN NAT GAS MAST      APPROX. 3.2 KM 0491701.2 |
 BO0496| CV3945 EVANS AZ MK 2                                      1691515.9 |
 BO0496| BO0499 EVANS RM A                           30.096 METERS 16932     |
 BO0496| BO0498 ELDORADO HUMBLE OIL MICROWAVE       APPROX. 2.6 KM 1765332.9 |
 BO0496| CV3949 EVANS RM 4                           45.461 METERS 22736     |
 BO0496| CV3950 EVANS RM 5                           48.235 METERS 31024     |
 BO0496|---------------------------------------------------------------------|
 BO0496
 BO0496                          SUPERSEDED SURVEY CONTROL
 BO0496
 BO0496  NAD 83(1986)-  30 56 51.22250(N)    100 50 31.40494(W) AD(       ) 1
 BO0496  NAD 27      -  30 56 50.59400(N)    100 50 30.03100(W) AD(       ) 1
 BO0496  NGVD 29 (07/19/86)  766.6    (m)         2515.     (f) VERT ANG       
 BO0496
 BO0496.Superseded values are not recommended for survey control.
 BO0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0496.See file dsdata.txt to determine how the superseded data were derived.
 BO0496
 BO0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV2403525245(NAD 83)
 BO0496_MARKER: DS = TRIANGULATION STATION DISK
 BO0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0496
 BO0496  HISTORY     - Date     Condition        Report By
 BO0496  HISTORY     - 1935     MONUMENTED       CGS
 BO0496  HISTORY     - 1937     GOOD             TXHD
 BO0496  HISTORY     - 1943     GOOD             CGS
 BO0496  HISTORY     - 1946     GOOD             TXHD
 BO0496  HISTORY     - 1968     SEE DESCRIPTION  CGS
 BO0496
 BO0496                          STATION DESCRIPTION
 BO0496
 BO0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0496'STATION IS LOCATED ABOUT 14-1/4 MILES W AND 6 MILES N OF ELDORADO.
 BO0496'VERY NEAR THE CENTER OF SECTION 42 OF G.S. AND S.F.R.R. CO.,
 BO0496'BLOCK A.  ON FLAT LEVEL TABLE LAND NEAR THE TENANT HOUSE OF
 BO0496'MR. A. WALL.
 BO0496'
 BO0496'STATION IS 125 FEET NNE OF MR. WALLS HOUSE, 143 FEET WNW
 BO0496'OF WINDMILL, AND 10 FEET W OF W FENCE OF CORRAL, PROJECTING
 BO0496'8 INCHES ABOVE THE SURFACE OF THE GROUND.
 BO0496'
 BO0496'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BO0496'BRONZE DISKS SET IN CONCRETE.
 BO0496'
 BO0496'REFERENCE MARK NO. 1 IS 32.912 METERS, 107.98 FEET, SW OF
 BO0496'STATION IN NW CORNER OF YARD, PROJECTING ABOUT 8 INCHES ABOVE
 BO0496'THE SURFACE OF THE GROUND.
 BO0496'
 BO0496'REFERENCE MARK NO. 2 IS 41.221 METERS, 135.24 FEET, NW OF
 BO0496'STATION ON NW-SE FENCE LINE, PROJECTING ABOUT 10 INCHES ABOVE
 BO0496'THE SURFACE OF THE GROUND.
 BO0496'
 BO0496'AZIMUTH MARK IS APPROXIMATELY 0.65 MILE SE OF STATION.  REACHED
 BO0496'BY GOING S 0.5 MILE TO GATE, THEN LEFT (E) FOR 0.4 MILE TO
 BO0496'MARK ON LEFT, 15 FEET N OF CENTER LINE OF ROAD, ON E-W FENCE
 BO0496'LINE, PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 BO0496'
 BO0496'REACHED FROM THE HOTEL ELDO IN ELDORADO BY GOING S ON U.S.
 BO0496'HIGHWAY 277 FOR 0.4 MILE TO A SIDE ROAD RIGHT JUST S OF ROCK
 BO0496'NO. 2 FILLING STATION, TURN RIGHT (W) ON THIS SIDE ROAD AND GO
 BO0496'11.45 MILES TO A T-ROAD RIGHT OPPOSITE A CATTLE GUARD (THIS IS
 BO0496'THE JUNCTION OF OZONA-LANE AND BOOTLEG HIGHWAY), TURN RIGHT (N)
 BO0496'ON THIS SIDE ROAD AND GO 1.0 MILE N, 1.25 MILES W AND 4.0
 BO0496'MILES N TO A JOGGED CROSSROADS, CONTINUE N 1.0 MILE TO A WHITE
 BO0496'SCHOOLHOUSE ON RIGHT, CONTINUE N 0.05 MILE TO T-ROAD LEFT,
 BO0496'TURN LEFT (W) AND FOLLOW MAIN ROAD 1.5 MILES TO A T-ROAD
 BO0496'RIGHT, TURN RIGHT (N) TURU WIRE GATE AND GO 0.5 MILE TO THE
 BO0496'HOME OF MR. A. WALL AND STATION.
 BO0496'
 BO0496'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BO0496
 BO0496                          STATION RECOVERY (1937)
 BO0496
 BO0496'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0496'STATION, REFERENCE MARKS, AND AZIMUTH WERE RECOVERED IN GOOD
 BO0496'CONDITION AND AS DESCRIBED.  DIRECTIONS FOR REACHING STATION
 BO0496'WERE GOOD.
 BO0496
 BO0496                          STATION RECOVERY (1943)
 BO0496
 BO0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0496'THE STATION IS LOCATED 15 MILES WNW OF EL DORADO, 30 MILES
 BO0496'NNW OF SONORA, IN THE FARMYARD AND ON THE PROPERTY OF R.A. EVANS
 BO0496'AND SAM WILLIAMS.  IT IS NEAR THE CENTER OF SECTION 42, BLOCK
 BO0496'A OF G.C. AND S.F.R.R. CO. SURVEY.
 BO0496'
 BO0496'THE STATION MARK IS A BRONZE DISK IN THE TOP OF A CONCRETE
 BO0496'POST WHICH PROJECTS 6 INCHES.  IT IS ABOUT 150 FEET E
 BO0496'OF THE HOUSE, 15 FEET E OF THE ROAD AND 10 FEET W OF AN OLD
 BO0496'FENCE LINE.  IT IS STAMPED EVANS 1935.  THIS MARK WAS FOUND TO
 BO0496'BE IN EXCELLENT CONDITION.
 BO0496'
 BO0496'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND TO BE IN EXCELLENT
 BO0496'CONDITION.  IT IS A BRONZE DISK IN THE TOP OF A CONCRETE POST
 BO0496'WHICH PROJECTS 6 INCHES AND IS APPROXIMATELY THE SAME
 BO0496'ELEVATION AS THE STATION MARK, STAMPED EVANS NO. 1 1935.
 BO0496'
 BO0496'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND TO BE IN EXCELLENT
 BO0496'CONDITION.  IT IS A BRONZE DISK IN THE TOP OF A CONCRETE POST
 BO0496'WHICH PROJECTS 6 INCHES AND IS THE SAME ELEVATION
 BO0496'AS THE STATION MARK, STAMPED EVANS NO. 2 1935.
 BO0496'
 BO0496'THE AZIMUTH MARK IS SE 0.5 MILE, 2 FEET N OF AN E-W FENCE
 BO0496'LINE.  IT WAS FOUND TO BE IN GOOD CONDITION.  IT IS A BRONZE
 BO0496'REFERENCE-MARK DISK SET IN THE TOP OF A CONCRETE POST (NOTE 11A)
 BO0496'WHICH PROJECTS 2 INCHES AND IS STAMPED EVANS AZI. 1935.
 BO0496'
 BO0496'TO REACH THE STATION FROM OZONA GO E ON U.S. HIGHWAY 290 FOR
 BO0496'20.6 MILES TO A GRADED ROAD LEADING LEFT, N, AND SIGN HUMBLE
 BO0496'OIL COMPANY ROAD.  TURN LEFT AND FOLLOW THE GRADED DIRT ROAD
 BO0496'N 7.3 MILES TO THE HUMBLE OIL PUMPING PLANT.  TURN LEFT AFTER
 BO0496'CROSSING A CATTLE GUARD AND FOLLOW THE MAIN ROAD NORTHERLY 3.5
 BO0496'MILES TO THE SOL MAYER RANCH HOUSE NO. 4.  CONTINUE 0.1 MILE
 BO0496'AROUND THE CURVE IN THE ROAD TO A RED BOARD GATE ON THE
 BO0496'LEFT.  PASS THROUGH THE GATE THENCE TURN LEFT AROUND A
 BO0496'WATERING TROUGH TO AN OLD GRADED ROAD ABOUT 50 YARDS.  FOLLOW
 BO0496'THIS OLD ROAD (ONLY TRACKS IN SOME PLACES) NORTHERLY FOR 6.3
 BO0496'MILES TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD NORTHERLY FOR
 BO0496'6.3 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD N FOR
 BO0496'1.0 MILE TO CROSSROADS AND A WHITE SCHOOLHOUSE ON THE
 BO0496'RIGHT.  TURN RIGHT, W, AND GO 1.1 MILES TO THE AZIMUTH MARK
 BO0496'ON THE RIGHT SIDE OF THE ROAD IN THE FENCE LINE.  CONTINUE ON
 BO0496'THE ROAD 0.4 MILE TO THE END.  TURN RIGHT AND GO N 0.4 MILE
 BO0496'TO A FARMYARD AND THE STATION.  A DRIVE STATION.
 BO0496
 BO0496                          STATION RECOVERY (1946)
 BO0496
 BO0496'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1946 (AHC)
 BO0496'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  1943
 BO0496'DESCRIPTION GOOD EXCEPT AT THE WHITE SCHOOLHOUSE THE TURN IS
 BO0496'LEFT W, INSTEAD OF RIGHT AS INDICATED IN THE DESCRIPTION.
 BO0496
 BO0496                          STATION RECOVERY (1968)
 BO0496
 BO0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BO0496'THE SUB-SURFACE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED
 BO0496'AND FOUND TO BE IN GOOD CONDITION.  THE SURFACE MONUMENT, REFERENCE
 BO0496'MARK 1 AND THE AZIMUTH MARK WERE NOT LOCATED AT THIS TIME AND ARE
 BO0496'BELIEVED TO BE DESTROYED.  A DIFFERENCE OF 0.21 FEET FROM THE 1935
 BO0496'OBSERVATIONS AND 1.26 FEET FROM THE 1943 OBSERVATIONS WAS NOTED
 BO0496'AND VERIFIED ON THIS DATE, HOWEVER DUE TO THE REQUEST OF THE LAND
 BO0496'OWNER REFERENCE MARK 2 WILL BE DESTROYED ON COMPLETION OF THIS
 BO0496'OCCUPATION.  A REFERENCE MARK DISK STAMPED EVANS NO 3 1943
 BO0496'WAS REPORTED TO HAVE BEEN DUG UP WHILE SEARCHING FOR THE
 BO0496'UNDERGROUND STATION MARK, BUT NO RECORD OF AN RM 3 BEING
 BO0496'ESTABLISHED CAN BE FOUND.  REFERENCE MARKS NO 4 AND 5, AND AN
 BO0496'AZIMUTH MARK 2 WERE ESTABLISHED AT THIS TIME.  DUE TO CHANGES
 BO0496'IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS--
 BO0496'
 BO0496'THE STATION IS LOCATED ABOUT 30 MILES NORTHWEST OF SNORA, 19 MILES
 BO0496'SOUTH OF MERTZON AND 15 MILES WEST-NORTHWEST OF ELDORADO ON LAND
 BO0496'OWNED BY MR. L.E. LOYD.
 BO0496'
 BO0496'TO REACH THE STATION FROM THE POST OFFICE IN MERTZON GO WEST ON
 BO0496'U.S. HIGHWAY 67 FOR 2.35 MILES TO THE JUNCTION OF RANCH ROAD 915 ON
 BO0496'THE LEFT.  TURN LEFT AND GO SOUTH ON THE RANCH ROAD FOR 11.35 MILES
 BO0496'TO A FORK.  CONTINUE AHEAD SOUTH AND WEST ON THE GRADED ROAD FOR
 BO0496'9.3 MILES TO A PAVED SIDE ROAD AND AN OIL PUMPING STATION ON
 BO0496'THE RIGHT.  CONTINUE AHEAD SOUTH ON THE PAVED ROAD FOR 0.7 MILE
 BO0496'TO A FORK.  TAKE THE LEFT FORK, THE PAVED ROAD, SOUTHERLY FOR 0.2
 BO0496'MILE TO A T-JUNCTION.  TURN RIGHT AND GO SOUTHWESTERLY ON
 BO0496'RANCH ROAD 1828 FOR 0.9 MILE TO A CROSSROAD.  TURN RIGHT AND
 BO0496'GO WEST ON THE GRADED ROAD FOR 1.6 MILES TO A SIDE ROAD RIGHT.
 BO0496'TURN RIGHT AND GO NORTH FOR ABOUT 100 FEET TO A GATE AND THE
 BO0496'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD NORTH ON THE DRIVEWAY
 BO0496'FOR 0.8 MILE TO THE RANCH HOUSE ON THE LEFT AND THE STATION ON
 BO0496'THE RIGHT.
 BO0496'
 BO0496'THE STATION MARK IS A STANDARD DISK STAMPED EVANS 1935, SET IN A
 BO0496'BLOCK OF CONCRETE ABOUT 20-INCHES BELOW THE GROUND
 BO0496'SURFACE.  IT IS 95 FEET NORTH-NORTHEAST OF A MANY TRUNKED
 BO0496'MESQUITE TREE, 88 FEET EAST OF THE CENTER OF A DRIVEWAY, 75 FEET
 BO0496'WEST-NORTHWEST OF NORTHWEST EDGE OF A CONCRETE STORAGE TANK AND
 BO0496'57 FEET SOUTH OF A FENCE LINE.
 BO0496'
 BO0496'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EVANS NO 2 1935, SET
 BO0496'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 BO0496'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 BO0496'IT IS 46 FEET NORTH OF A FENCE, 43 FEET WEST OF A FENCE CORNER AND
 BO0496'12 FEET WEST OF THE CENTER OF THE DRIVEWAY.
 BO0496'
 BO0496'REFERENCE MARK 4 IS A STANDARD DISK STAMPED EVANS NO 4 1935
 BO0496'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 BO0496'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 BO0496'38 FEET SOUTH OF THE CENTER OF A CONCRETE WALK, 34 FEET WEST OF
 BO0496'THE CENTER OF THE DRIVEWAY, 1.5 FEET EAST OF A FENCE AND 1 FOOT
 BO0496'SOUTHEAST OF A POWERLINE POLE.
 BO0496'
 BO0496'REFERENCE MARK 5 IS A STANDARD DISK STAMPED EVANS NO 5 1935
 BO0496'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 BO0496'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 BO0496'165 FEET NORTH OF THE CENTER OF A CONCRETE WALK, 31 FEET WEST OF
 BO0496'THE CENTER OF THE DRIVEWAY, 2 FEET SOUTHEAST OF A FENCE CORNER-POST
 BO0496'AND 1 FOOT EAST OF A FENCE.
 BO0496'
 BO0496'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EVANS 1935 AZ 2
 BO0496'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 BO0496'IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 BO0496'SURFACE.  IT IS 17 FEET WEST OF THE CENTER OF THE
 BO0496'DRIVEWAY, 8 FEET WEST OF THE WEST GATE POST, 2.5 FEET SOUTHEAST
 BO0496'OF THE METAL WITNESS POST WITH SIGN ATTACHED AND 1.2 FEET EAST OF
 BO0496'THE FENCE.
 BO0496'
 BO0496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BO0496'15 MILES WEST-NORTHWEST OF ELDORADO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0499 ***********************************************************************
 BO0499  DESIGNATION -  EVANS RM A
 BO0499  PID         -  BO0499
 BO0499  STATE/COUNTY-  TX/SCHLEICHER
 BO0499  USGS QUAD   -  MOORE RANCH (1982)
 BO0499
 BO0499                         *CURRENT SURVEY CONTROL
 BO0499  ___________________________________________________________________
 BO0499* NAD 83(1993)-  30 56 50.25385(N)    100 50 31.21337(W)     ADJUSTED  
 BO0499* NAVD 88     -       766.6    (meters)    2515.     (feet)  VERTCON   
 BO0499  ___________________________________________________________________
 BO0499  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 BO0499  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 BO0499
 BO0499  HORZ ORDER  -  FIRST
 BO0499
 BO0499.The horizontal coordinates were established by classical geodetic methods
 BO0499.and adjusted by the National Geodetic Survey in February 1996..
 BO0499
 BO0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0499
 BO0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0499
 BO0499.The geoid height was determined by GEOID03.
 BO0499
 BO0499;                    North         East     Units Scale Factor Converg.
 BO0499;SPC TX C     - 3,142,074.802   651,399.007   MT  0.99988219   -0 15 43.2
 BO0499;SPC TX C     -10,308,623.75  2,137,131.58   sFT  0.99988219   -0 15 43.2
 BO0499;UTM  14      - 3,425,215.520   324,040.129   MT  0.99998193   -0 56 51.0
 BO0499
 BO0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0499!SPC TX C     -   0.99988326  x   0.99988219  =   0.99976547
 BO0499!UTM  14      -   0.99988326  x   0.99998193  =   0.99986519
 BO0499
 BO0499:                Primary Azimuth Mark                     Grid Az
 BO0499:SPC TX C     -  CLARK                                    045 31 46.7
 BO0499:UTM  14      -  CLARK                                    046 12 54.5
 BO0499
 BO0499|---------------------------------------------------------------------|
 BO0499| PID    Reference Object                     Distance      Geod. Az  |
 BO0499|                                                           dddmmss.s |
 BO0499| CB0894 CLARK                               APPROX.10.8 KM 0451603.5 |
 BO0499| BO0497 ELDORADO NORTHERN NAT GAS MAST      APPROX. 3.2 KM 0484908.5 |
 BO0499| BO0498 ELDORADO HUMBLE OIL MICROWAVE       APPROX. 2.6 KM 1765838.0 |
 BO0499| BO0496 EVANS                                30.096 METERS 34932     |
 BO0499|---------------------------------------------------------------------|
 BO0499
 BO0499                          SUPERSEDED SURVEY CONTROL
 BO0499
 BO0499  NAD 83(1986)-  30 56 50.26126(N)    100 50 31.19893(W) AD(       ) 1
 BO0499  NAD 27      -  30 56 49.63298(N)    100 50 29.82506(W) AD(       ) 1
 BO0499  NGVD 29 (07/19/86)  766.4    (m)         2514.     (f) VERT ANG       
 BO0499
 BO0499.Superseded values are not recommended for survey control.
 BO0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0499.See file dsdata.txt to determine how the superseded data were derived.
 BO0499
 BO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV2404025216(NAD 83)
 BO0499_MARKER: DS = TRIANGULATION STATION DISK
 BO0499_SETTING: 66 = SET IN ROCK OUTCROP
 BO0499_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 BO0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0499+STABILITY: POSITION/ELEVATION WELL
 BO0499
 BO0499  HISTORY     - Date     Condition        Report By
 BO0499  HISTORY     - 1968     MONUMENTED       CGS
 BO0499
 BO0499                          STATION DESCRIPTION
 BO0499
 BO0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BO0499'THE STATION IS LOCATED ABOUT 30 MILES NORTHWEST OF SNORA, 19 MILES
 BO0499'SOUTH OF MERTZON, 15 MILES WEST-NORTHWEST OF ELDORADO AND ON
 BO0499'PROPERTY OWNED BY MR. L.E. LLOYD.
 BO0499'
 BO0499'THE STATION MARK IS A STANDARD DISK, STAMPED EVANS RM A 1968,
 BO0499'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 18-INCHES BELOW THE
 BO0499'GROUND SURFACE.  IT IS 102.7 FEET WEST OF THE SOUTHWEST LEG OF A
 BO0499'WINDMILL, 96 FEET EAST OF THE CENTER OF A DRIVEWAY, 71 FEET
 BO0499'SOUTHWEST OF THE NEAREST POINT OF A CONCRETE RESERVOIR AND 47
 BO0499'FEET EAST OF A 18-INCH MESQUITE TREE.
 BO0499'
 BO0499'TO REACH THE STATION FROM THE POST OFFICE IN MERTZON GO WEST ON
 BO0499'U.S. HIGHWAY 67 FOR 2.35 MILES TO THE JUNCTION OF RANCH ROAD 915 ON
 BO0499'THE LEFT.  TURN LEFT AND GO SOUTH ON THE RANCH ROAD FOR 11.35 MILES
 BO0499'TO A FORK.  CONTINUE AHEAD SOUTH AND WEST ON THE GRADED ROAD FOR
 BO0499'9.3 MILES TO A PAVED SIDE ROAD AND AN OIL PUMPING STATION ON
 BO0499'THE RIGHT.  CONTINUE AHEAD SOUTH ON THE PAVED ROAD FOR 0.7 MILE
 BO0499'TO A FORK.  TAKE THE LEFT FORK, THE PAVED ROAD, SOUTHERLY FOR 0.2
 BO0499'MILE TO A T-JUNCTION.  TURN RIGHT AND GO SOUTHWESTERLY ON
 BO0499'RANCH ROAD 1828 FOR 0.9 MILE TO A CROSSROAD.  TURN RIGHT AND
 BO0499'GO WEST ON THE GRADED ROAD FOR 1.6 MILES TO A SIDE ROAD RIGHT.
 BO0499'TURN RIGHT AND GO NORTH FOR ABOUT 100 FEET TO A GATE AND THE
 BO0499'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD NORTH ON THE DRIVEWAY
 BO0499'FOR 0.8 MILE TO THE RANCH HOUSE ON THE LEFT AND STATION EVANS ON
 BO0499'THE RIGHT.  EVANS RM A IS LOCATED 98.740 FEET S OF STATION EVANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1365 ***********************************************************************
 BZ1365  DESIGNATION -  EVANS USGS 1902
 BZ1365  PID         -  BZ1365
 BZ1365  STATE/COUNTY-  TX/HAMILTON
 BZ1365  USGS QUAD   -  FAIRY (1956)
 BZ1365
 BZ1365                         *CURRENT SURVEY CONTROL
 BZ1365  ___________________________________________________________________
 BZ1365* NAD 83(1993)-  31 52 21.93642(N)    097 56 40.55225(W)     ADJUSTED  
 BZ1365* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 BZ1365  ___________________________________________________________________
 BZ1365  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BZ1365  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BZ1365
 BZ1365  HORZ ORDER  -  SECOND
 BZ1365
 BZ1365.The horizontal coordinates were established by classical geodetic methods
 BZ1365.and adjusted by the National Geodetic Survey in February 1996..
 BZ1365.No horizontal observational check was made to the station.
 BZ1365
 BZ1365.The orthometric height was scaled from a topographic map.
 BZ1365
 BZ1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1365
 BZ1365.The geoid height was determined by GEOID03.
 BZ1365
 BZ1365;                    North         East     Units Scale Factor Converg.
 BZ1365;SPC TX C     - 3,246,994.621   926,012.271   MT  0.99999718   +1 13 49.2
 BZ1365;SPC TX C     -10,652,848.19  3,038,091.93   sFT  0.99999718   +1 13 49.2
 BZ1365;SPC TXNC     - 2,022,993.916   652,558.125   MT  1.00008235   +0 18 10.5
 BZ1365;SPC TXNC     - 6,637,105.87  2,140,934.45   sFT  1.00008235   +0 18 10.5
 BZ1365;UTM  14      - 3,526,817.779   599,828.313   MT  0.99972290   +0 33 26.4
 BZ1365
 BZ1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1365!SPC TX C     -   0.99994067  x   0.99999718  =   0.99993785
 BZ1365!SPC TXNC     -   0.99994067  x   1.00008235  =   1.00002302
 BZ1365!UTM  14      -   0.99994067  x   0.99972290  =   0.99966359
 BZ1365
 BZ1365                          SUPERSEDED SURVEY CONTROL
 BZ1365
 BZ1365  NAD 83(1986)-  31 52 21.94270(N)    097 56 40.53311(W) AD(       ) 2
 BZ1365  NAD 27      -  31 52 21.40500(N)    097 56 39.42300(W) AD(       ) 2
 BZ1365
 BZ1365.Superseded values are not recommended for survey control.
 BZ1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1365.See file dsdata.txt to determine how the superseded data were derived.
 BZ1365
 BZ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA9982826818(NAD 83)
 BZ1365_MARKER: Z = SEE DESCRIPTION
 BZ1365_SETTING: 0 = UNSPECIFIED SETTING
 BZ1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ1365
 BZ1365  HISTORY     - Date     Condition        Report By
 BZ1365  HISTORY     - 1902     MONUMENTED       USGS
 BZ1365
 BZ1365                          STATION DESCRIPTION
 BZ1365
 BZ1365'DESCRIBED BY US GEOLOGICAL SURVEY 1902
 BZ1365'A STONE 12 BY
 BZ1365'14 BY 3 INCHES, SLIGHTLY EMBEDDED, BEARING THE FAINT MARK
 BZ1365'US+GS (NEAR STATION GLEASON (U.S.G.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7280 ***********************************************************************
 AC7280  DESIGNATION -  EVANT
 AC7280  PID         -  AC7280
 AC7280  STATE/COUNTY-  TX/CORYELL
 AC7280  USGS QUAD   -  EVANT (1979)
 AC7280
 AC7280                         *CURRENT SURVEY CONTROL
 AC7280  ___________________________________________________________________
 AC7280* NAD 83(1993)-  31 25 39.78463(N)    098 08 51.29757(W)     ADJUSTED  
 AC7280* NAVD 88     -       455.3    (meters)    1494.     (feet)  VERTCON   
 AC7280  ___________________________________________________________________
 AC7280  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AC7280  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AC7280
 AC7280  HORZ ORDER  -  THIRD
 AC7280
 AC7280.The horizontal coordinates were established by classical geodetic methods
 AC7280.and adjusted by the National Geodetic Survey in March 1997..
 AC7280
 AC7280.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7280
 AC7280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7280
 AC7280.The geoid height was determined by GEOID03.
 AC7280
 AC7280;                    North         East     Units Scale Factor Converg.
 AC7280;SPC TX C     - 3,197,265.220   907,778.760   MT  0.99990933   +1 07 32.8
 AC7280;SPC TX C     -10,489,694.31  2,978,270.82   sFT  0.99990933   +1 07 32.8
 AC7280;UTM  14      - 3,477,319.642   581,012.819   MT  0.99968095   +0 26 40.2
 AC7280
 AC7280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7280!SPC TX C     -   0.99993265  x   0.99990933  =   0.99984199
 AC7280!UTM  14      -   0.99993265  x   0.99968095  =   0.99961362
 AC7280
 AC7280                          SUPERSEDED SURVEY CONTROL
 AC7280
 AC7280  NGVD 29 (03/17/97)  455.2    (m)         1493.     (f) VERT ANG       
 AC7280
 AC7280.Superseded values are not recommended for survey control.
 AC7280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7280.See file dsdata.txt to determine how the superseded data were derived.
 AC7280
 AC7280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8101377320(NAD 83)
 AC7280_MARKER: DS = TRIANGULATION STATION DISK
 AC7280
 AC7280  HISTORY     - Date     Condition        Report By
 AC7280  HISTORY     - 1953     MONUMENTED       USGS
 AC7280
 AC7280                          STATION DESCRIPTION
 AC7280
 AC7280'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AC7280'THE STATION IS LOCATED APPROXIMATELY 5.3 MI. BY RD. S. OF EVANT,
 AC7280'TEXAS, ON A BROAD BRUSHY RIDGE, AND APPROXIMATELY 1.0 MI. S-SW. OF AN
 AC7280'OIL PUMPING STATION.  THE STATION IS ON A HIGH THINLY WOODED SECTION
 AC7280'OF THE RIDGE, 326 FT. SE. OF A DOUBLE-POLE POWER LINE RUNNING SW. TO
 AC7280'NE., AND 260 FT. W. OF A SW-NE. WOVEN-WIRE FENCE.
 AC7280'TO REACH THE STATION FROM THE POST OFFICE AT EVANT, TAKE U.S. HIGHWAY
 AC7280'281 S. FOR 1.8 MI. TO A GRADED DIRT RD. INTERSECTION, TURN LEFT (E.)
 AC7280'ON DIRT RD. AND GO 0.6 MI. TO A Y-INTERSECTION OF A GRADED, DIRT RD.
 AC7280'TURN RIGHT (S-SE.) AND GO 1.7 MI. ALONG THE WINDING RD. TO THE TOP OF
 AC7280'THE RIDGE AND A TRACK RD. INTERSECTION WHICH IS APPROXIMATELY 300 YDS.
 AC7280'N. OF AN OIL PUMPING STATION.  TURN RIGHT (SW.) ON THE TRACK RD.,
 AC7280'WHICH PASSES BETWEEN THE OIL PUMPING STATION ON THE LEFT AND A POWER
 AC7280'LINE TRANSFORMER STATION ON THE RIGHT AND PROCEED 0.25 MI. TO AN IRON
 AC7280'GATE.  PASS THROUGH THE IRON GATE AND CONTINUE (S-SW.) ON A TRACK RD.
 AC7280'FOR 0.2 MI. TO A WIRE GATE, WHICH IS UNDER A DOUBLE-POLE POWER LINE.
 AC7280'ENTER GATE AND PROCEED 0.7 MI. (S-SW.) ALONG DIM TRACK RD., WHICH
 AC7280'FOLLOWS THE POWER LINE CLOSELY.  TURN LEFT FOR APPROXIMATELY 300 FT.
 AC7280'THROUGH OLD FALLEN BRUSH TO STATION.
 AC7280'STATION MARK--A USGS TABLET STAMPED---EVANT 1953---, SET IN CONCRETE
 AC7280'POST PROJECTING 5 IN.
 AC7280'REFERENCE MARK--A COPPER NAIL AND WASHER SET APPROXIMATELY 6 FT. ABOVE
 AC7280'THE BASE AND ON THE E. FACE OF THE E. ONE OF 2 POWER LINE POLES,
 AC7280'326.10 FT. FROM STATION, 124 DEGREES 34 MINUTES, SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0993 ***********************************************************************
 CA0993  DESIGNATION -  EVANT ATLANTIC PLINE RAD MAST
 CA0993  PID         -  CA0993
 CA0993  STATE/COUNTY-  TX/CORYELL
 CA0993  USGS QUAD   -  EVANT (1979)
 CA0993
 CA0993                         *CURRENT SURVEY CONTROL
 CA0993  ___________________________________________________________________
 CA0993* NAD 83(1993)-  31 26 19.89290(N)    098 08 40.62753(W)     ADJUSTED  
 CA0993* NAVD 88     -                                                        
 CA0993  ___________________________________________________________________
 CA0993  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 CA0993  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CA0993
 CA0993  HORZ ORDER  -  THIRD
 CA0993
 CA0993.The horizontal coordinates were established by classical geodetic methods
 CA0993.and adjusted by the National Geodetic Survey in February 1996..
 CA0993
 CA0993
 CA0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0993
 CA0993.The geoid height was determined by GEOID03.
 CA0993
 CA0993;                    North         East     Units Scale Factor Converg.
 CA0993;SPC TX C     - 3,198,505.710   908,036.173   MT  0.99991079   +1 07 38.3
 CA0993;SPC TX C     -10,493,764.15  2,979,115.34   sFT  0.99991079   +1 07 38.3
 CA0993;UTM  14      - 3,478,556.701   581,284.899   MT  0.99968149   +0 26 46.3
 CA0993
 CA0993                          SUPERSEDED SURVEY CONTROL
 CA0993
 CA0993  NAD 83(1986)-  31 26 19.90174(N)    098 08 40.61071(W) AD(       ) 4
 CA0993  NAD 27      -  31 26 19.31994(N)    098 08 39.49165(W) AD(       ) 3
 CA0993
 CA0993.Superseded values are not recommended for survey control.
 CA0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0993.See file dsdata.txt to determine how the superseded data were derived.
 CA0993
 CA0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8128578557(NAD 83)
 CA0993_MARKER: 42 = RADIO/TV MAST
 CA0993
 CA0993  HISTORY     - Date     Condition        Report By
 CA0993  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA0993
 CA0993                          STATION DESCRIPTION
 CA0993
 CA0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0993'THE RED LIGHT AT THE TOP OF THE ATLANTIC PIPELINE COMPANY RADIO
 CA0993'MAST KKU 561.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS
 CA0993'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE, AND IS
 CA0993'ABOUT 210 FEET TALL.  IT IS LOCATED ABOUT 4.0 MILES SOUTH OF
 CA0993'EVANT AND ABOUT 2.0 MILES EAST OF U.S. HIGHWAY 281.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1106 ***********************************************************************
 CU1106  DESIGNATION -  EVART RESET
 CU1106  PID         -  CU1106
 CU1106  STATE/COUNTY-  TX/HOWARD
 CU1106  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU1106
 CU1106                         *CURRENT SURVEY CONTROL
 CU1106  ___________________________________________________________________
 CU1106* NAD 83(1993)-  32 21 47.37655(N)    101 29 54.14587(W)     ADJUSTED  
 CU1106* NAVD 88     -       817.62   (+/-2cm)    2682.5    (feet)  VERTCON   
 CU1106  ___________________________________________________________________
 CU1106  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CU1106  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CU1106
 CU1106  HORZ ORDER  -  FIRST
 CU1106  VERT ORDER  -  THIRD ? (See Below)
 CU1106
 CU1106.The horizontal coordinates were established by classical geodetic methods
 CU1106.and adjusted by the National Geodetic Survey in February 1996..
 CU1106
 CU1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1106.The vertical order pertains to the NGVD 29 superseded value.
 CU1106
 CU1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1106
 CU1106.The geoid height was determined by GEOID03.
 CU1106
 CU1106;                    North         East     Units Scale Factor Converg.
 CU1106;SPC TXNC     - 2,081,262.018   317,850.695   MT  0.99994428   -1 38 07.1
 CU1106;SPC TXNC     - 6,828,273.80  1,042,815.16   sFT  0.99994428   -1 38 07.1
 CU1106;UTM  14      - 3,583,434.998   264,918.067   MT  1.00028154   -1 20 16.6
 CU1106
 CU1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1106!SPC TXNC     -   0.99987565  x   0.99994428  =   0.99981994
 CU1106!UTM  14      -   0.99987565  x   1.00028154  =   1.00015716
 CU1106
 CU1106|---------------------------------------------------------------------|
 CU1106| PID    Reference Object                     Distance      Geod. Az  |
 CU1106|                                                           dddmmss.s |
 CU1106| CH9320 EVART RM                             60.441 METERS 00019     |
 CU1106| CU1114 VORTAC BIG SPRINGS BGS              APPROX. 2.8 KM 0290134.0 |
 CU1106| CU1102 BIG SPRINGS KWAB TV MW RELAY        APPROX.19.5 KM 0693131.8 |
 CU1106| CH9319 EVART AZ MK 2                                      0924037.9 |
 CU1106| CH9321 EVART RM 1                           25.259 METERS 16804     |
 CU1106| CU1112 BIG SPRINGS MUN TANK                APPROX.10.9 KM 1720135.0 |
 CU1106| CU1124 WEBB AFB BEACON                     APPROX.15.9 KM 1834419.1 |
 CU1106| CH9323 EVART RM 3                           21.122 METERS 18436     |
 CU1106| CU1125 WEBB AFB RADAR DOME                 APPROX.15.3 KM 1854152.2 |
 CU1106| CU1126 WEBB AFB CONTROL TOWER              APPROX.15.4 KM 1854249.7 |
 CU1106| CH9318 EVART AZ MK                                        2052728.0 |
 CU1106| CU1120 BIG SPRINGS MOBIL CO MICROWAVE      APPROX.14.9 KM 2253935.6 |
 CU1106| CH9324 EVART RM 4                           38.383 METERS 25517     |
 CU1106| CH9322 EVART RM 2                           18.935 METERS 27613     |
 CU1106|---------------------------------------------------------------------|
 CU1106
 CU1106                          SUPERSEDED SURVEY CONTROL
 CU1106
 CU1106  NAD 83(1986)-  32 21 47.38225(N)    101 29 54.13791(W) AD(       ) 1
 CU1106  NAD 27      -  32 21 46.96400(N)    101 29 52.68500(W) AD(       ) 1
 CU1106  NGVD 29 (07/19/86)  817.34   (m)         2681.6    (f) LEVELING    3  
 CU1106
 CU1106.Superseded values are not recommended for survey control.
 CU1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1106.See file dsdata.txt to determine how the superseded data were derived.
 CU1106
 CU1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6491883435(NAD 83)
 CU1106_MARKER: DS = TRIANGULATION STATION DISK
 CU1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1106_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1106
 CU1106  HISTORY     - Date     Condition        Report By
 CU1106  HISTORY     - 1968     MONUMENTED       CGS
 CU1106  HISTORY     - 1971     GOOD             NGS
 CU1106
 CU1106                          STATION DESCRIPTION
 CU1106
 CU1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1106'THE SURFACE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 CU1106'SEARCHED FOR, BUT WAS NOT FOUND, THE UNDERGROUND STATION MARK WAS
 CU1106'FOUND IN GOOD CONDITION.  A NEW STATION MARK, REFERENCE MARKS AND
 CU1106'AZIMUTH MARK WAS SET.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CU1106'
 CU1106'STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF COAHOMA, 7 MILES
 CU1106'NORTH OF BIG SPRING, 1.2 MILES EAST OF U.S. HIGHWAY 87, LOCATED IN
 CU1106'THE NORTHEAST PART OF FARM YARD OF MR. VERNON LANGLEY.
 CU1106'
 CU1106'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAY 87 AND INTERSTATE 20
 CU1106'AT THE NORTHWEST PART OF BIG SPRING, GO NORTH ON U.S. HIGHWAY 87
 CU1106'FOR 6.25 MILES TO A PAVED CROSSROAD, TURN RIGHT EAST ON COUNTY
 CU1106'ROAD 42 FOR 1.2 MILES TO A SIDE ROAD LEFT AT MR. LANGLEYS MAIL BOX
 CU1106'ON THE RIGHT, CONTINUE EAST ON COUNTY ROAD 42 FOR 0.7 MILE TO THE
 CU1106'AZIMUTH MARK ON THE RIGHT SET IN THE SOUTHWEST CORNER OF A
 CU1106'CROSSROAD, TURN LEFT NORTH ON A BLADED ROAD FOR 0.2 MILE TO
 CU1106'MR. LANGLEYS HOUSE, TURN RIGHT AND GO EAST TO THE EAST END OF
 CU1106'A MACHINE SHED, TURN LEFT ALONG THE WEST SIDE OF A FIELD FOR
 CU1106'APPROXIMATELY 150 FEET TO THE STATION ON THE RIGHT.
 CU1106'
 CU1106'STATION MARK, IS A STANDARD DISK, STAMPED EVART 1909 1968, SET IN
 CU1106'THE TOP OF A ROUND CONCRETE MONUMENT, WHICH IS 24 INCHES BELOW
 CU1106'THE SURFACE OF THE GROUND, 129 FEET EAST OF THE CENTER OF A WELL
 CU1106'CASING, 69.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 CU1106'METAL MACHINE SHED, 23 FEET EAST OF A ROW OF TREES, 12 FEET EAST
 CU1106'OF A TRACK ROAD.
 CU1106'
 CU1106'REFERENCE MARK 3, IS A STANDARD DISK, STAMPED EVART NO 3 1909
 CU1106'1968, CEMENTED IN A DRILL HOLE SET IN THE NORTHEAST CORNER OF A
 CU1106'CONCRETE DRIVE LEADING INTO THE NORTH SIDE OF MACHINE SHED, 9
 CU1106'FEET SOUTH OF THE CENTER OF A TRACK ROAD, PROJECTING 5 INCHES.
 CU1106'
 CU1106'REFERENCE MARK 4, IS A STANDARD DISK, STAMPED EVART NO 4 1909
 CU1106'1968, CEMENTED IN A DRILL HOLE SET IN THE NORTHEAST CORNER OF A
 CU1106'CONCRETE WELL CASING, 72 FEET NORTH-NORTHWEST OF THE NORTHWEST
 CU1106'CORNER OF A MACHINE SHED, 15 FEET WEST OF THE CENTER OF A TRACK
 CU1106'ROAD, PROJECTING 1 INCH.
 CU1106'
 CU1106'AZIMUTH MARK, IS A STANDARD DISK, STAMPED EVART AZI 2 1909 1968,
 CU1106'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 51 FEET SOUTHWEST OF
 CU1106'A INTERSECTION OF A CROSSROAD, 8.3 FEET SOUTH OF A STOP SIGN, 1
 CU1106'FOOT NORTH OF A TELEPHONE POLE, PROJECTING 2 INCHES.
 CU1106'
 CU1106'DISTANCE BETWEEN REFERENCE MARKS, 121.99 FEET (37.182) METERS.
 CU1106'
 CU1106'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 CU1106'
 CU1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1106'7 MILES NORTH OF BIG SPRING.
 CU1106
 CU1106                          STATION RECOVERY (1971)
 CU1106
 CU1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CU1106'THE STATION MARK, REFERENCE MARKS NO. 3 AND NO. 4, AND THE AZIMUTH
 CU1106'MARK WERE FOUND IN GOOD CONDITION AS DESCRIBED IN 1968.  THE
 CU1106'SURFACE STATION MARK, WHICH IS IN A CULTIVATED FIELD, IS 24-INCHES
 CU1106'BELOW GROUND SURFACE AND IS NOT IN DANGER OF BEING DISTURBED.  THE
 CU1106'PROPERTY OWNER, MR. VERNON LANGLEY, WHO HELPED RECOVER THE MARK
 CU1106'STATED THAT THEIR DEEPEST CULTIVATION WAS DOWN TO 10-12 INCHES.
 CU1106'
 CU1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1106'ABOUT 7-1/2 MILES N OF BIG SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1151 ***********************************************************************
 BL1151  DESIGNATION -  EVERGREEN
 BL1151  PID         -  BL1151
 BL1151  STATE/COUNTY-  TX/SAN JACINTO
 BL1151  USGS QUAD   -  COLDSPRING (1997)
 BL1151
 BL1151                         *CURRENT SURVEY CONTROL
 BL1151  ___________________________________________________________________
 BL1151* NAD 83(1993)-  30 32 48.55272(N)    095 14 11.06452(W)     ADJUSTED  
 BL1151* NAVD 88     -       115.39   (+/-2cm)     378.6    (feet)  VERTCON   
 BL1151  ___________________________________________________________________
 BL1151  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BL1151  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1151
 BL1151  HORZ ORDER  -  FIRST
 BL1151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1151
 BL1151.The horizontal coordinates were established by classical geodetic methods
 BL1151.and adjusted by the National Geodetic Survey in February 1996..
 BL1151
 BL1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1151.The vertical order pertains to the NGVD 29 superseded value.
 BL1151
 BL1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1151
 BL1151.The geoid height was determined by GEOID03.
 BL1151
 BL1151;                    North         East     Units Scale Factor Converg.
 BL1151;SPC TX C     - 3,108,771.192 1,188,851.332   MT  0.99991301   +2 37 30.8
 BL1151;SPC TX C     -10,199,360.15  3,900,423.08   sFT  0.99991301   +2 37 30.8
 BL1151;UTM  15      - 3,381,508.600   285,469.552   MT  1.00016779   -1 08 13.5
 BL1151
 BL1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1151!SPC TX C     -   0.99998618  x   0.99991301  =   0.99989919
 BL1151!UTM  15      -   0.99998618  x   1.00016779  =   1.00015396
 BL1151
 BL1151:                Primary Azimuth Mark                     Grid Az
 BL1151:SPC TX C     -  COLDSPRING TEX ILL PLINE MAST            075 25 23.0
 BL1151:UTM  15      -  COLDSPRING TEX ILL PLINE MAST            079 11 07.3
 BL1151
 BL1151|---------------------------------------------------------------------|
 BL1151| PID    Reference Object                     Distance      Geod. Az  |
 BL1151|                                                           dddmmss.s |
 BL1151| BL2169 COLDSPRING TEX ILL PLINE MAST       APPROX.12.6 KM 0780253.8 |
 BL1151| BL2172 LIBERTY HILL LOOKOUT TOWER          APPROX. 9.3 KM 1095119.1 |
 BL1151| BL1153 EVERGREEN RM 1                       39.761 METERS 13249     |
 BL1151| BL2187 CLEVELAND MUNICIPAL TANK            APPROX.26.7 KM 1470144.5 |
 BL1151| BL1152 EVERGREEN RM A                       31.048 METERS 16435     |
 BL1151| BL1154 EVERGREEN RM 2                       42.492 METERS 22031     |
 BL1151| BL1155 EVERGREEN AZ MK                                    3273809.2 |
 BL1151| CV7573 EVERGREEN AZ MK 2                                  3283605.5 |
 BL1151|---------------------------------------------------------------------|
 BL1151
 BL1151                          SUPERSEDED SURVEY CONTROL
 BL1151
 BL1151  NAD 83(1986)-  30 32 48.56447(N)    095 14 11.04963(W) AD(       ) 1
 BL1151  NAD 27      -  30 32 47.84300(N)    095 14 10.26600(W) AD(       ) 1
 BL1151  NGVD 29 (??/??/92)  115.394  (m)          378.59   (f) ADJ UNCH    2 0
 BL1151
 BL1151.Superseded values are not recommended for survey control.
 BL1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1151.See file dsdata.txt to determine how the superseded data were derived.
 BL1151
 BL1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8547081509(NAD 83)
 BL1151_MARKER: DS = TRIANGULATION STATION DISK
 BL1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1151_STAMPING: EVERGREEN 1935
 BL1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1151
 BL1151  HISTORY     - Date     Condition        Report By
 BL1151  HISTORY     - 1935     MONUMENTED       CGS
 BL1151  HISTORY     - 1942     GOOD             CGS
 BL1151  HISTORY     - 1952     GOOD             CGS
 BL1151  HISTORY     - 1952     GOOD             TXHD
 BL1151  HISTORY     - 1958     GOOD             CGS
 BL1151  HISTORY     - 1966     GOOD             CGS
 BL1151  HISTORY     - 1966     GOOD             NGS
 BL1151
 BL1151                          STATION DESCRIPTION
 BL1151
 BL1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1151'STATION IS ABOUT 6 MILES WSW OF COLDSPRING, ABOUT 1 MILE S OF
 BL1151'THE VILLAGE OF EVERGREEN, ON FARM OWNED BY CLARENCE HUDSON (COLORED)
 BL1151'OF HOUSTON, AND OCCUPIED BY VIRGIL JACKSON (COLORED), ON N
 BL1151'SIDE OF A SMALL GLADE IN A PINE WOODS, ON AN E-AND-W SAND
 BL1151'RIDGE, 159 FEET E OF CENTER LINE OF N-AND-S GRADED DIRT ROAD,
 BL1151'125 FEET ENE OF A RECTANGULAR-BLAZED 24-INCH PINE TREE THAT
 BL1151'STANDS BESIDE THE ROAD, 32 FEET E OF THE TRIANGULAR-BLAZED
 BL1151'18-INCH PINE TREE, 50 FEET SSW OF THE DIAMOND-BLAZED 16-INCH
 BL1151'PINE TREE, 81 FEET WSW OF THE TRIPLE-NOTCHED 24-INCH PINE TREE,
 BL1151'AND 33 FEET N OF THE ROAD THAT LEADS E THROUGH THE WOODS.
 BL1151'THE MARK PROJECTS 4 INCHES.
 BL1151'
 BL1151'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL1151'BRONZE DISKS SET IN CONCRETE.
 BL1151'
 BL1151'REFERENCE MARK NO. 1 IS SE OF STATION, AT S EDGE OF GLADE, 5
 BL1151'FEET WSW OF A 12-INCH PINE TREE, 31 FEET E OF A 24-INCH TWIN PINE
 BL1151'TREE, AND 13 FEET S OF CENTER LINE OF DIM WOODS ROAD.  IT PROJECTS
 BL1151'3 INCHES.
 BL1151'
 BL1151'REFERENCE MARK NO. 2 IS SW OF STATION, 32 FEET E OF CENTER LINE
 BL1151'OF ROAD, 10 FEET ESE OF A 15-INCH PINE TREE, 33 FEET S OF THE
 BL1151'RECTANGULAR-BLAZED 24-INCH PINE TREE, AND 187.06 FEET WNW OF
 BL1151'REFERENCE MARK NO. 1.  IT PROJECTS 3 INCHES.
 BL1151'
 BL1151'AZIMUTH MARK IS NNW OF STATION, 21 FEET W OF CENTER LINE OF
 BL1151'THE N-AND-S GRADED DIRT ROAD, 6 FEET W OF THE GUTTER, 10 FEET SSE
 BL1151'OF A 14-INCH PINE TREE, 8 FEET SE OF A 12-INCH GUM TREE.  IT
 BL1151'PROJECTS 3 INCHES.
 BL1151'
 BL1151'TO REACH STATION FROM COLDSPRING, GO WSW ON STATE HIGHWAY 150,
 BL1151'7.6 MILES TO EVERGREEN, THENCE S ON DIRT ROAD 1.05 MILES TO THE
 BL1151'RECTANGULAR-BLAZED 24-INCH PINE TREE, WOODS ROAD LEADING E ACROSS
 BL1151'GLADE, AND STATION ABOUT 160 FEET E OF ROAD.
 BL1151'
 BL1151'A 100-FOOT SIGNAL AT WILLOW COMES INTO VIEW AT 50 FEET.
 BL1151'
 BL1151'AN 87-FOOT SIGNAL AT SPRING COMES INTO VIEW AT 70 FEET.
 BL1151'
 BL1151'A 100-FOOT SIGNAL AT SHEPHERD COMES INTO VIEW AT 55 FEET.
 BL1151'
 BL1151'AN 87-FOOT SIGNAL AT HAWTHORNE COMES INTO VIEW AT 60 FEET.
 BL1151'
 BL1151'A 100-FOOT SIGNAL AT PHELPS COMES INTO VIEW AT 60 FEET.
 BL1151
 BL1151                          STATION RECOVERY (1942)
 BL1151
 BL1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL1151'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN
 BL1151'GOOD CONDITION.
 BL1151'
 BL1151'STATION IS ABOUT 1 MILE S OF THE VILLAGE OF EVERGREEN ON THE
 BL1151'N SIDE OF A SMALL GLADE IN A PINE WOODS ON AN E-AND-W SAND RIDGE.
 BL1151'IT IS 159 FEET E OF THE CENTER LINE OF A GRADED DIRT ROAD, 125
 BL1151'FEET ENE OF A 16-INCH PINE TREE THAT STANDS BESIDE THE ROAD, 40
 BL1151'FEET WSW OF A 24-INCH PINE TREE, 33 FEET N OF A TRACK ROAD THAT
 BL1151'LEADS E THROUGH THE WOODS, 25.5 FEET N OF A 6-INCH
 BL1151'TRIANGULAR-BLAZED PINE TREE AND 5 FEET NNW OF A WHITE REFERENCE
 BL1151'POST.  IT IS STAMPED EVERGREEN 1935 AND PROJECTS 4 INCHES
 BL1151'
 BL1151'REFERENCE MARK NO. 1 IS SE OF THE STATION AT THE S EDGE OF THE
 BL1151'GLADE, 31 FEET E OF A 24-INCH TWIN PINE TREE, AND 13 FEET S OF
 BL1151'THE CENTER LINE OF A DIM WOODS ROAD.  IT IS STAMPED EVERGREEN
 BL1151'NO. 1 1935 AND PROJECTS 3 INCHES.
 BL1151'
 BL1151'REFERENCE MARK NO. 2 IS SW OF THE STATION IN THE S EDGE OF A
 BL1151'TRIANGULAR PATCH OF GROUND AT THE INTERSECTION OF THE GRADED
 BL1151'DIRT ROAD AND THE WOODS ROAD, 187.06 FEET WNW OF REFERENCE MARK
 BL1151'NO. 1, 32 FEET E OF THE CENTER LINE OF THE GRADED DIRT ROAD,
 BL1151'AND 10 FEET ESE OF A 16-INCH TRIANGULAR-BLAZED PINE TREE.  IT IS
 BL1151'STAMPED EVERGREEN NO. 2 1935 AND PROJECTS 3 INCHES.
 BL1151'
 BL1151'THE AZIMUTH MARK IS NNW OF THE STATION, 21 FEET W OF THE CENTER
 BL1151'LINE OF A GRADED DIRT ROAD, 10 FEET SSE OF A 14-INCH PINE TREE,
 BL1151'8 FEET SE OF A 12-INCH GUM TREE, 6 FEET W OF THE DITCH AND 3
 BL1151'FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED EVERGREEN 1935
 BL1151'AND PROJECTS 3 INCHES.
 BL1151'
 BL1151'TO REACH THE STATION FROM THE POST OFFICE (LOCATED IN A GENERAL
 BL1151'MERCHANDISE STORE) IN THE VILLAGE OF EVERGREEN, GO S ON A GRADED
 BL1151'DIRT ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BL1151'CONTINUE FOR 0.25 MILE TO THE STATION ON THE LEFT.
 BL1151'
 BL1151'A 90-FOOT SIGNAL AT HILL IS VISIBLE AT 24 FEET.
 BL1151'
 BL1151'A 90-FOOT SIGNAL AT PHELPS 1935 IS VISIBLE AT 37 FEET.
 BL1151'
 BL1151'A 90-FOOT SIGNAL AT WILLIS LOOKOUT 1935 IS VISIBLE AT 50 FEET.
 BL1151'
 BL1151'A 90-FOOT SIGNAL AT NEBLETT IS VISIBLE AT 64 FEET.
 BL1151'
 BL1151'A 100-FOOT SIGNAL AT FOSTER IS VISIBLE AT 64 FEET.
 BL1151'
 BL1151'A 90-FOOT SIGNAL AT HAWTHORNE 1935 IS VISIBLE AT 64 FEET.
 BL1151
 BL1151                          STATION RECOVERY (1952)
 BL1151
 BL1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1151'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 BL1151'WAS RECOVERED AND FOUND IN VERY GOOD CONDITION.  A NEW AZIMUTH
 BL1151'MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 BL1151'
 BL1151'THE STATION IS LOCATED ABOUT 6 MILES WEST SOUTHWEST OF COLDSPRING,
 BL1151'1 MILE SOUTH OF EVERGREEN, 160 FEET EAST OF THE CENTER OF FARM
 BL1151'ROAD 945, 46 FEET SOUTHWEST OF A PINE TREE WITH A TRIANGLE
 BL1151'BLAZE AND 34 FEET NORTH OF A WOODS ROAD.  IT PROJECTS 3 INCHES
 BL1151'AND IS STAMPED EVERGREEN 1935.
 BL1151'
 BL1151'REFERENCE MARK NO. 1 IS 72 FEET SOUTH OF A TWIN PINE TREE AND
 BL1151'30 FEET EAST OF A TWIN PINE TREE WITH A TRIANGLE BLAZE.  IT
 BL1151'PROJECTS 2 INCHES AND IS STAMPED EVERGREEN NO 1 1935.
 BL1151'
 BL1151'REFERENCE MARK NO. 2 IS 35 FEET EAST OF THE CENTER OF FARM ROAD
 BL1151'945, 10 FEET SOUTHEAST OF A PINE TREE WITH A TRIANGLE BLAZE AND
 BL1151'1 FOOT WEST OF A WITNESS POST THAT IS STAMPED USBM.  IT PROJECTS
 BL1151'2 INCHES AND IS STAMPED EVERGREEN NO 2 1935.
 BL1151'
 BL1151'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 187.50 FEET.
 BL1151'
 BL1151'THE AZIMUTH MARK IS 130 FEET NORTH OF A DRIVEWAY, 31 FEET WEST
 BL1151'OF THE CENTER OF FARM ROAD 945 AND 2 FEET SOUTH OF A WITNESS
 BL1151'POST.  IT PROJECTS 4 INCHES AND IS STAMPED EVERGREEN 1935 RESET
 BL1151'1952.
 BL1151'
 BL1151'TO REACH THE STATION FROM THE POST OFFICE IN EVERGREEN GO
 BL1151'SOUTH ON FARM ROAD 945 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 BL1151'RIGHT AS DESCRIBED, CONTINUE SOUTH ON FARM ROAD 945 FOR 0.3
 BL1151'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BL1151
 BL1151                          STATION RECOVERY (1952)
 BL1151
 BL1151'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1952 (JRM)
 BL1151'SAME EXCEPT DIRT ROAD IS NOW PAVED ROAD, FARM TO MARKET ROAD
 BL1151'NO. 945.  STATION WAS DATED 1952 AND IS 169 FT FROM CENTERLINE
 BL1151'OF FARM TO MARKET ROAD NO. 945 AT 1.03 MILES SOUTH OF JUNCTION
 BL1151'WITH STATE HIGHWAY 150.  AZIMUTH MARKER O. K.
 BL1151
 BL1151                          STATION RECOVERY (1958)
 BL1151
 BL1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WHS)
 BL1151'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 BL1151'GOOD CONDITION AS DESCRIBED.  COULD NOT LOCATE REFERENCE MARK
 BL1151'NO. 3.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 BL1151
 BL1151                          STATION RECOVERY (1966)
 BL1151
 BL1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL1151'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND THE AZIMUTH
 BL1151'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING IS A NEW
 BL1151'AND COMPLETE DESCRIPTION.
 BL1151'
 BL1151'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF COLDSPRING, 1 MILE
 BL1151'SOUTH OF EVERGREEN AND ON PROPERTY OWNED BY MR. VIRGIL JACKSON.
 BL1151'
 BL1151'TO REACH THE STATION FROM THE COURTHOUSE IN COLDSPRING, GO WEST ON
 BL1151'STATE HIGHWAY 150 AND 156 FOR 0.25 MILE TO A FORK AND THEIR
 BL1151'JUNCTION.  TAKE THE LEFT FORK AND GO SOUTHWEST AND WEST ON HIGHWAY
 BL1151'150 FOR 6.45 MILES TO A SIDE ROAD LEFT, FARM ROAD 945 AT THE STORE IN
 BL1151'EVERGREEN.  TURN LEFT AND GO SOUTH ON FARM ROAD 945 FOR 0.7 MILE
 BL1151'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.3 MILE TO
 BL1151'A DRIVEWAY AND A HOUSE ON THE LEFT, AT THE SUMMIT OF A GRADE.
 BL1151'TURN LEFT AND GO EAST ON THE DRIVEWAY FOR ABOUT 150 FEET TO THE
 BL1151'STATION IN BACK OF THE HOUSE.
 BL1151'
 BL1151'THE STATION MARK IS A STANDARD DISK STAMPED EVERGREEN 1935, SET IN
 BL1151'TOP OF SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS 31 FEET
 BL1151'NORTH OF THE CENTER OF A WOODS ROAD AND 23.6 FEET EAST OF THE
 BL1151'SOUTHWEST CORNER OF THE HOUSE.
 BL1151'
 BL1151'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EVERGREEN NO 1 1935,
 BL1151'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.  IT IS 24 FEET
 BL1151'SOUTH OF A TRACK ROAD AND 7 FEET NORTH OF A 5-INCH PINE TREE.
 BL1151'
 BL1151'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EVERGREEN NO 2 1935, SET
 BL1151'IN TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 35.5 FEET
 BL1151'EAST OF THE CENTER OF FARM ROAD 945, 32 FEET SOUTH OF THE CENTER OF
 BL1151'THE DRIVEWAY AND 1.6 FEET NORTH OF A METAL WITNESS POST.
 BL1151'
 BL1151'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EVERGREEN 1935 RESET
 BL1151'1952, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 BL1151'IS 31 FEET WEST OF THE CENTER OF FARM ROAD 945, 29.5 FEET SOUTH OF
 BL1151'THE CENTER OF A DRIVEWAY, 1 FOOT EAST OF A 10-INCH PINE TREE AND 1
 BL1151'FOOT SOUTH OF A METAL WITNESS POST.
 BL1151'
 BL1151'NOTE--DUE TO GROWTH OF PINE TREES THE AZIMUTH MARK IS OBSTRUCTED.
 BL1151'THE DIRECTION SHOWN ABOVE WAS TRANSFERRED FROM THE 1952 DATA.
 BL1151'
 BL1151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 BL1151'SOUTHWEST OF COLDSPRING.
 BL1151'
 BL1151'HEIGHT OF LIGHT ABOVE STATION MARK 82.3 FEET.
 BL1151
 BL1151                          STATION RECOVERY (1966)
 BL1151
 BL1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL1151'1 MI S FROM EVERGREEN.
 BL1151'1.0 MILE SOUTH ON FARM ROAD 945 FROM THE STORE IN THE SMALL VILLAGE OF
 BL1151'EVERGREEN, 160 FEET EAST OF THE CENTER OF THE FARM ROAD, 31 FEET NORTH
 BL1151'OF THE CENTER OF A TRACK ROAD, 23.6 FEET EAST OF THE SOUTHEAST CORNER
 BL1151'OF A HOUSE.  NOTE-- EVERGREEN TO 8.9 MILES SOUTHEAST OF EVERGREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6146 ***********************************************************************
 AW6146  DESIGNATION -  EVERGREEN 1930
 AW6146  PID         -  AW6146
 AW6146  STATE/COUNTY-  TX/HARRIS
 AW6146  USGS QUAD   -  MORGANS POINT (1993)
 AW6146
 AW6146                         *CURRENT SURVEY CONTROL
 AW6146  ___________________________________________________________________
 AW6146* NAD 83(1993)-  29 42 06.06745(N)    094 58 26.51059(W)     ADJUSTED  
 AW6146* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6146  ___________________________________________________________________
 AW6146  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW6146  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6146
 AW6146  HORZ ORDER  -  THIRD
 AW6146
 AW6146.The horizontal coordinates were established by classical geodetic methods
 AW6146.and adjusted by the National Geodetic Survey in February 1996..
 AW6146
 AW6146.The orthometric height was scaled from a topographic map.
 AW6146
 AW6146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6146
 AW6146.The geoid height was determined by GEOID03.
 AW6146
 AW6146;                    North         East     Units Scale Factor Converg.
 AW6146;SPC TXSC     - 4,213,768.578   989,485.083   MT  0.99988366   +1 58 20.5
 AW6146;SPC TXSC     -13,824,672.41  3,246,335.64   sFT  0.99988366   +1 58 20.5
 AW6146;UTM  15      - 3,287,360.927   309,023.076   MT  1.00005003   -0 58 42.2
 AW6146
 AW6146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6146!SPC TXSC     -   1.00000427  x   0.99988366  =   0.99988793
 AW6146!UTM  15      -   1.00000427  x   1.00005003  =   1.00005430
 AW6146
 AW6146                          SUPERSEDED SURVEY CONTROL
 AW6146
 AW6146  NAD 83(1986)-  29 42 06.08389(N)    094 58 26.49163(W) AD(       ) 3
 AW6146  NAD 27      -  29 42 05.26470(N)    094 58 25.75370(W) AD(       ) 3
 AW6146
 AW6146.Superseded values are not recommended for survey control.
 AW6146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6146.See file dsdata.txt to determine how the superseded data were derived.
 AW6146
 AW6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0902387361(NAD 83)
 AW6146_MARKER: DS = TRIANGULATION STATION DISK
 AW6146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6146_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6146
 AW6146  HISTORY     - Date     Condition        Report By
 AW6146  HISTORY     - 1930     MONUMENTED       CGS
 AW6146  HISTORY     - 1934     GOOD             TXGS
 AW6146  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6146  HISTORY     - 1955     MARK NOT FOUND   CGS
 AW6146  HISTORY     - 1958     GOOD             CGS
 AW6146  HISTORY     - 19971030 MARK NOT FOUND   USPSQD
 AW6146
 AW6146                          STATION DESCRIPTION
 AW6146
 AW6146'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6146'LOCATED ON EXTREME S PART OF EVERGREEN POINT, AT THE MOUTH
 AW6146'OF TABBS BAY.  STATION IS ON A LOW SHELL BANK EXTENDING 22
 AW6146'METERS TO THE SW.  8 METERS TO THE W IS AN OLD 6-INCH OIL
 AW6146'CASING EXTENDING 4 FEET ABOVE GROUND.  AND 4 METERS TO THE
 AW6146'E IS THE SHORELINE.
 AW6146'
 AW6146'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6146'
 AW6146'MAGNETIC BEARINGS TO THE REFERENCE MARKS COULD NOT BE TAKEN
 AW6146'BECAUSE OF IRON CASING.
 AW6146'
 AW6146'REFERENCE MARK 1 IS 23.6 METERS N OF THE STATION.
 AW6146'
 AW6146'REFERENCE MARK 2 IS 15.5 METERS W OF THE STATION.
 AW6146
 AW6146                          STATION RECOVERY (1934)
 AW6146
 AW6146'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6146'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 AW6146'AS DESCRIBED.
 AW6146
 AW6146                          STATION RECOVERY (1952)
 AW6146
 AW6146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6146'STATION WAS NOT RECOVERED.  REFERENCE MARK 1 WAS RECOVERED
 AW6146'IN POOR CONDITION.  REFERENCE MARK 2 WAS FOUND LYING ON THE
 AW6146'GROUND.  THE STATION PROBABLY HAS BEEN DESTROYED BY EROSION.
 AW6146
 AW6146                          STATION RECOVERY (1955)
 AW6146
 AW6146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6146'THE STATION WAS SEARCHED FOR BY TWO MEN FOR ONE HOUR.  NO
 AW6146'TRACE OF THE STATION OR REFERENCE MARKS COULD BE FOUND.  THERE
 AW6146'HAS BEEN A LOT OF EROSION AND SHELL REMOVAL IN THE VICINITY,
 AW6146'AND IT IS VERY PROBABLE THAT THE STATION IS COMPLETELY DESTROYED.
 AW6146'A NEW STATION, EVERGREEN 2, WAS ESTABLISHED IN THE VICINITY.
 AW6146
 AW6146                          STATION RECOVERY (1958)
 AW6146
 AW6146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 AW6146'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION
 AW6146'AS DESCRIBED.  DID NOT ATTEMPT TO RECOVER THE AZIMUTH MARK.
 AW6146'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AW6146
 AW6146                          STATION RECOVERY (1997)
 AW6146
 AW6146'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6167 ***********************************************************************
 AW6167  DESIGNATION -  EVERGREEN 2
 AW6167  PID         -  AW6167
 AW6167  STATE/COUNTY-  TX/HARRIS
 AW6167  USGS QUAD   -  MORGANS POINT (1993)
 AW6167
 AW6167                         *CURRENT SURVEY CONTROL
 AW6167  ___________________________________________________________________
 AW6167* NAD 83(1993)-  29 42 03.66569(N)    094 57 58.81328(W)     ADJUSTED  
 AW6167* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AW6167  ___________________________________________________________________
 AW6167  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW6167  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6167
 AW6167  HORZ ORDER  -  THIRD
 AW6167
 AW6167.The horizontal coordinates were established by classical geodetic methods
 AW6167.and adjusted by the National Geodetic Survey in February 1996..
 AW6167
 AW6167.The orthometric height was scaled from a topographic map.
 AW6167
 AW6167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6167
 AW6167.The geoid height was determined by GEOID03.
 AW6167
 AW6167;                    North         East     Units Scale Factor Converg.
 AW6167;SPC TXSC     - 4,213,720.325   990,231.651   MT  0.99988358   +1 58 34.1
 AW6167;SPC TXSC     -13,824,514.10  3,248,785.01   sFT  0.99988358   +1 58 34.1
 AW6167;UTM  15      - 3,287,274.293   309,766.293   MT  1.00004653   -0 58 28.4
 AW6167
 AW6167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6167!SPC TXSC     -   1.00000286  x   0.99988358  =   0.99988644
 AW6167!UTM  15      -   1.00000286  x   1.00004653  =   1.00004939
 AW6167
 AW6167:                Primary Azimuth Mark                     Grid Az
 AW6167:SPC TXSC     -  EVERGREEN 2 AZ MK                        048 14 42.1
 AW6167:UTM  15      -  EVERGREEN 2 AZ MK                        051 11 44.6
 AW6167
 AW6167|---------------------------------------------------------------------|
 AW6167| PID    Reference Object                     Distance      Geod. Az  |
 AW6167|                                                           dddmmss.s |
 AW6167| CV9777 EVERGREEN 2 AZ MK                                  0501316.2 |
 AW6167| CV9778 EVERGREEN 2 RM 3                     23.658 METERS 11423     |
 AW6167| AW6183 CEDAR BAYOU NORTH JETTY LT 31       APPROX. 3.5 KM 1362423.1 |
 AW6167| AW6164 CEDAR BAYOU CHANNEL LIGHT 14        APPROX. 1.4 KM 1744154.7 |
 AW6167| AW6204 HOUSTON SHIP CHAN LT 90             APPROX. 3.3 KM 1981546.8 |
 AW6167| AW6205 HOUSTON SHIP CHAN LT 89             APPROX. 3.4 KM 2004503.4 |
 AW6167| CV9779 EVERGREEN 2 RM 4                     18.616 METERS 20242     |
 AW6167| AW6140 HOUSTON SHIP CHAN RANGE E EXT       APPROX. 2.9 KM 2664714.5 |
 AW6167| AW6373 HOUSTON SHIP CHAN RANGE D EXT       APPROX. 3.8 KM 2735900.3 |
 AW6167| AW6356 HOUSTON SHIP CHAN RANGE C FLT       APPROX. 3.8 KM 2741442.3 |
 AW6167| AW6298 HOUSTON SHIP CHAN RANGE C RLT       APPROX. 4.0 KM 2755032.2 |
 AW6167| AW6174 HOUSTON SHIP CHAN RANGE A EXT       APPROX. 2.9 KM 2931851.7 |
 AW6167|---------------------------------------------------------------------|
 AW6167
 AW6167                          SUPERSEDED SURVEY CONTROL
 AW6167
 AW6167  NAD 83(1986)-  29 42 03.68199(N)    094 57 58.79450(W) AD(       ) 3
 AW6167  NAD 27      -  29 42 02.85959(N)    094 57 58.05933(W) AD(       ) 3
 AW6167
 AW6167.Superseded values are not recommended for survey control.
 AW6167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6167.See file dsdata.txt to determine how the superseded data were derived.
 AW6167
 AW6167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0976687274(NAD 83)
 AW6167_MARKER: DS = TRIANGULATION STATION DISK
 AW6167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6167_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6167
 AW6167  HISTORY     - Date     Condition        Report By
 AW6167  HISTORY     - 1955     MONUMENTED       CGS
 AW6167  HISTORY     - 1962     GOOD             TEXACO
 AW6167  HISTORY     - 1963     GOOD             CGS
 AW6167  HISTORY     - 1966     POOR             CGS
 AW6167  HISTORY     - 1985     POOR             NGS
 AW6167
 AW6167                          STATION DESCRIPTION
 AW6167
 AW6167'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6167'3 MI. SE OF BAYTOWN, 1.1 MI. SW OF THE TRI CITY BEACH ROAD,
 AW6167'AT A CURVE IN THE EVERGREEN PELLY ROAD, ON THE N SHORE OF
 AW6167'GALVESTON BAY, AND 0.5 MI. E OF EVERGREEN POINT.
 AW6167'
 AW6167'TO REACH THE STATION FROM THE NE ENTRANCE TO THE BAYTOWN TUNNEL,
 AW6167'GO NE AND E ON STATE HIGHWAY 146 FOR 3.8 MI. TO THE TRAFFIC
 AW6167'LIGHT AT EAST TEXAS STREET, TURN RIGHT (E-SE) ON EAST TEXAS
 AW6167'STREET FOR 0.2 MI. TO RIGHT (S) ON THE TRI-CITY BEACH
 AW6167'ROAD FOR 1.2 MI. TO A GRADED ROAD RIGHT (SW).  FOLLOW
 AW6167'THE GRADED ROAD FOR 1.1 MI. TO A REVERSE Y-INTERSECTION
 AW6167'TO THE SE AND THE STATION SITE.
 AW6167'
 AW6167'STATION MARK, A STANDARD DISK, STAMPED EVERGREEN 2 1955
 AW6167'AND SET IN THE TOP OF AN 8-IN. CIRCULAR CONCRETE POST PROJECTING
 AW6167'4 IN., IS 42 FT. S OF THE CENTERLINE OF THE EVERGREEN
 AW6167'PELLY ROAD, 30 FT. N OF THE CENTERLINE OF THE GRADED ROAD
 AW6167'SE, 260 FT. N-NE OF THE MEAN HIGH-WATERLINE ON RANGE WITH
 AW6167'RANGE B REAR LIGHT, AND 77.6 FT. W OF A FENCE CORNER.
 AW6167'
 AW6167'THERE IS NO UNDERGROUND STATION MARK.
 AW6167'
 AW6167'REFERENCE MARK 3, A STANDARD DISK, STAMPED EVERGREEN 2 NO 3
 AW6167'1955 AND SET IN THE TOP OF AN 8-IN. CIRCULAR CONCRETE POST
 AW6167'PROJECTING 4 IN., IS 2 FT. W OF A FENCE CORNER,
 AW6167'AND 24 FT. N OF THE GRADED ROAD SE.
 AW6167'
 AW6167'REFERENCE MARK 4, A STANDARD DISK, STAMPED EVERGREEN 2 NO 4
 AW6167'1955 SET IN THE TOP OF AN 8-IN. CIRCULAR CONCRETE POST
 AW6167'PROJECTING 4 IN., IS 1 FT. N OF A FENCE, 31 FT.
 AW6167'S OF THE CENTERLINE OF THE GRADED ROAD, 23 FT. W OF A TREE
 AW6167'IN THE FENCE LINE, AND 1 FT. W OF A WITNESS POST.
 AW6167'
 AW6167'AZIMUTH MARK, A STANDARD DISK, STAMPED EVERGREEN 2 1955
 AW6167'AND SET IN THE TOP OF AN 8-IN. CIRCULAR CONCRETE POST PROJECTING
 AW6167'6 IN., IS ON THE EXTENDED CENTERLINE OF EVERGREEN PELLY ROAD,
 AW6167'44 FT. NE OF THE CENTERLINE OF THE TRI-CITY BEACH ROAD, 1
 AW6167'FT. SW OF THE FENCE, AND 1 FT. SE OF A WITNESS POST.
 AW6167'
 AW6167'HEIGHT OF LIGHT ABOVE STATION MARK - 22 M.
 AW6167
 AW6167                          STATION RECOVERY (1962)
 AW6167
 AW6167'RECOVERY NOTE BY TEXACO INCORPORATED 1962 (AGW)
 AW6167'STATION AND R.M. 4 FOUND IN GOOD CONDITION.
 AW6167
 AW6167                          STATION RECOVERY (1963)
 AW6167
 AW6167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6167'RECOVERED IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE.
 AW6167
 AW6167                          STATION RECOVERY (1966)
 AW6167
 AW6167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAR)
 AW6167'RECOVERED.  THE STATION WAS RECOVERED AS DESCRIBED BY L.F.W.
 AW6167'IN 1955.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR FUTURE
 AW6167'RECOVERY.  THE STATION WAS FOUND TILTED AT A 30 DEGREE ANGLE.
 AW6167'THE R.M.S WERE RECOVERED IN GOOD CONDITION.
 AW6167'
 AW6167'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES
 AW6167'SE OF BAYTOWN
 AW6167
 AW6167                          STATION RECOVERY (1985)
 AW6167
 AW6167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AW6167'STATION FOUND DISTURBED.
 AW6167'
 AW6167'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  THE CONCRETE
 AW6167'MONUMENT WAS FOUND WITH THE UPPER TWO INCHES AND BRASS DISK BROKEN
 AW6167'OFF AND MISSING.  BOTH REFERENCE MARKS WERE ALSO FOUND IN THE SAME
 AW6167'CONDITION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1153 ***********************************************************************
 BL1153  DESIGNATION -  EVERGREEN RM 1
 BL1153  PID         -  BL1153
 BL1153  STATE/COUNTY-  TX/SAN JACINTO
 BL1153  USGS QUAD   -  COLDSPRING (1997)
 BL1153
 BL1153                         *CURRENT SURVEY CONTROL
 BL1153  ___________________________________________________________________
 BL1153* NAD 83(1986)-  30 32 49.     (N)    095 14 10.     (W)     SCALED    
 BL1153* NAVD 88     -       114.86   (+/-2cm)     376.8    (feet)  VERTCON   
 BL1153  ___________________________________________________________________
 BL1153  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1153
 BL1153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1153
 BL1153.The horizontal coordinates were scaled from a topographic map and have
 BL1153.an estimated accuracy of +/- 6 seconds.
 BL1153
 BL1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1153.The vertical order pertains to the NGVD 29 superseded value.
 BL1153
 BL1153.The geoid height was determined by GEOID03.
 BL1153
 BL1153;                    North         East    Units  Estimated Accuracy
 BL1153;SPC TX C     - 3,108,790.    1,188,880.      MT  (+/- 180 meters Scaled)
 BL1153
 BL1153                          SUPERSEDED SURVEY CONTROL
 BL1153
 BL1153  NGVD 29 (??/??/92)  114.869  (m)          376.87   (f) ADJ UNCH    2 0
 BL1153
 BL1153.Superseded values are not recommended for survey control.
 BL1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1153.See file dsdata.txt to determine how the superseded data were derived.
 BL1153
 BL1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP854815(NAD 83)
 BL1153_MARKER: DR = REFERENCE MARK DISK
 BL1153_SETTING: 0 = UNSPECIFIED SETTING
 BL1153_STAMPING: EVERGREEN NO 1 1935
 BL1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1153
 BL1153  HISTORY     - Date     Condition        Report By
 BL1153  HISTORY     - 1935     MONUMENTED       CGS
 BL1153  HISTORY     - 1966     GOOD             NGS
 BL1153
 BL1153                          STATION DESCRIPTION
 BL1153
 BL1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BL1153'1.0 MI S FROM EVERGREEN.
 BL1153'1.0 MILE SOUTH ON FARM ROAD 945 FROM THE STORE IN THE SMALL VILLAGE OF
 BL1153'EVERGREEN, 130.4 FEET SOUTHEAST OF TRIANGULATION STATION EVERGREEN
 BL1153'1935, 24 FEET SOUTH OF A TRACK ROAD AND 7 FEET NORTH OF A 5-INCH PINE
 BL1153'TREE.  NOTE-- EVERGREEN TO 8.9 MILES SOUTHEAST OF EVERGREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1154 ***********************************************************************
 BL1154  DESIGNATION -  EVERGREEN RM 2
 BL1154  PID         -  BL1154
 BL1154  STATE/COUNTY-  TX/SAN JACINTO
 BL1154  USGS QUAD   -  COLDSPRING (1997)
 BL1154
 BL1154                         *CURRENT SURVEY CONTROL
 BL1154  ___________________________________________________________________
 BL1154* NAD 83(1986)-  30 32 47.     (N)    095 14 13.     (W)     SCALED    
 BL1154* NAVD 88     -       114.55   (+/-2cm)     375.8    (feet)  VERTCON   
 BL1154  ___________________________________________________________________
 BL1154  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1154
 BL1154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1154
 BL1154.The horizontal coordinates were scaled from a topographic map and have
 BL1154.an estimated accuracy of +/- 6 seconds.
 BL1154
 BL1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1154.The vertical order pertains to the NGVD 29 superseded value.
 BL1154
 BL1154.The geoid height was determined by GEOID03.
 BL1154
 BL1154;                    North         East    Units  Estimated Accuracy
 BL1154;SPC TX C     - 3,108,720.    1,188,800.      MT  (+/- 180 meters Scaled)
 BL1154
 BL1154                          SUPERSEDED SURVEY CONTROL
 BL1154
 BL1154  NGVD 29 (??/??/92)  114.557  (m)          375.84   (f) ADJ UNCH    2 0
 BL1154
 BL1154.Superseded values are not recommended for survey control.
 BL1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1154.See file dsdata.txt to determine how the superseded data were derived.
 BL1154
 BL1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP854814(NAD 83)
 BL1154_MARKER: DR = REFERENCE MARK DISK
 BL1154_SETTING: 0 = UNSPECIFIED SETTING
 BL1154_STAMPING: EVERGREEN NO 2 1935
 BL1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1154
 BL1154  HISTORY     - Date     Condition        Report By
 BL1154  HISTORY     - 1935     MONUMENTED       CGS
 BL1154  HISTORY     - 1966     GOOD             NGS
 BL1154
 BL1154                          STATION DESCRIPTION
 BL1154
 BL1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BL1154'1.0 MI S FROM EVERGREEN.
 BL1154'1.0 MILE SOUTH ALONG FARM ROAD 945 FROM THE STORE IN EVERGREEN, 139.4
 BL1154'FEET SOUTHWEST OF TRIANGULATION STATION EVERGREEN 1935, 35.5 FEET EAST
 BL1154'OF THE CENTER OF FARM ROAD 945, 32 FEET SOUTH OF THE CENTER OF A
 BL1154'DRIVEWAY, AND 1.5 FEET NORTH OF A METAL WITNESS POST.  NOTE--
 BL1154'EVERGREEN TO 8.9 MILES SOUTHEAST OF EVERGREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1152 ***********************************************************************
 BL1152  DESIGNATION -  EVERGREEN RM A
 BL1152  PID         -  BL1152
 BL1152  STATE/COUNTY-  TX/SAN JACINTO
 BL1152  USGS QUAD   -  COLDSPRING (1997)
 BL1152
 BL1152                         *CURRENT SURVEY CONTROL
 BL1152  ___________________________________________________________________
 BL1152* NAD 83(1993)-  30 32 47.58076(N)    095 14 10.75494(W)     ADJUSTED  
 BL1152* NAVD 88     -       114.97   (+/-2cm)     377.2    (feet)  VERTCON   
 BL1152  ___________________________________________________________________
 BL1152  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BL1152  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1152
 BL1152  HORZ ORDER  -  FIRST
 BL1152  VERT ORDER  -  THIRD (See Below)
 BL1152
 BL1152.The horizontal coordinates were established by classical geodetic methods
 BL1152.and adjusted by the National Geodetic Survey in February 1996..
 BL1152
 BL1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1152.The vertical order pertains to the NGVD 29 superseded value.
 BL1152
 BL1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1152
 BL1152.The geoid height was determined by GEOID03.
 BL1152
 BL1152;                    North         East     Units Scale Factor Converg.
 BL1152;SPC TX C     - 3,108,741.672 1,188,860.945   MT  0.99991304   +2 37 30.9
 BL1152;SPC TX C     -10,199,263.30  3,900,454.62   sFT  0.99991304   +2 37 30.9
 BL1152;UTM  15      - 3,381,478.505   285,477.209   MT  1.00016775   -1 08 13.3
 BL1152
 BL1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1152!SPC TX C     -   0.99998624  x   0.99991304  =   0.99989928
 BL1152!UTM  15      -   0.99998624  x   1.00016775  =   1.00015399
 BL1152
 BL1152:                Primary Azimuth Mark                     Grid Az
 BL1152:SPC TX C     -  HAWTHORNE                                262 45 15.5
 BL1152:UTM  15      -  HAWTHORNE                                266 30 59.7
 BL1152
 BL1152|---------------------------------------------------------------------|
 BL1152| PID    Reference Object                     Distance      Geod. Az  |
 BL1152|                                                           dddmmss.s |
 BL1152| BL1030 HAWTHORNE                           APPROX.15.7 KM 2652246.4 |
 BL1152| BL1151 EVERGREEN                            31.048 METERS 34435     |
 BL1152|---------------------------------------------------------------------|
 BL1152
 BL1152                          SUPERSEDED SURVEY CONTROL
 BL1152
 BL1152  NAD 83(1986)-  30 32 47.59241(N)    095 14 10.74002(W) AD(       ) 1
 BL1152  NAD 27      -  30 32 46.87102(N)    095 14 09.95646(W) AD(       ) 1
 BL1152  NGVD 29 (01/29/03)  114.97   (m)          377.2    (f) RESET       3  
 BL1152
 BL1152.Superseded values are not recommended for survey control.
 BL1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1152.See file dsdata.txt to determine how the superseded data were derived.
 BL1152
 BL1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8547781479(NAD 83)
 BL1152_MARKER: DR = REFERENCE MARK DISK
 BL1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1152_STAMPING: EVERGREEN RM A 1966
 BL1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1152+STABILITY: SURFACE MOTION
 BL1152
 BL1152  HISTORY     - Date     Condition        Report By
 BL1152  HISTORY     - 1966     MONUMENTED       CGS
 BL1152  HISTORY     - 1966     GOOD             CGS
 BL1152
 BL1152                          STATION DESCRIPTION
 BL1152
 BL1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL1152'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF COLDSPRING,
 BL1152'1 MILE SOUTH OF EVERGREEN AND 24 FEET SOUTH OF A SAND ROAD IN A
 BL1152'SMALL CLEARED AREA OWNED BY MR. VIRGIL JACKSON.
 BL1152'
 BL1152'THE STATION MARK IS A STANDARD DISK STAMPED EVERGREEN RM A 1966,
 BL1152'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 BL1152'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 24
 BL1152'FEET SOUTH OF A SAND ROAD, 13 FEET SOUTHEAST OF A 6-INCH PINE
 BL1152'TREE AND 4.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 BL1152'ATTACHED.
 BL1152'
 BL1152'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION EVERGREEN
 BL1152'1935, DISTANCE BEING 31.0482 METERS OR 101.8640 FEET NORTH.
 BL1152'
 BL1152'NOTE--FOR A TO REACH TO THE STATION, SEE THE DESCRIPTION FOR
 BL1152'STATION EVERGREEN 1935.
 BL1152
 BL1152                          STATION RECOVERY (1966)
 BL1152
 BL1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BL1152'1.0 MI S FROM EVERGREEN.
 BL1152'ABOUT 1.0 MILE SOUTH ALONG FARM ROAD 945 FROM THE STORE IN THE SMALL
 BL1152'VILLAGE OF EVERGREEN, 24 FEET SOUTH OF A SAND ROAD, 13 FEET SOUTHEAST
 BL1152'OF A 6-INCH PINE TREE, 4.5 FEET NORTH OF A METAL WITNESS POST, 101.864
 BL1152'FEET SOUTH OF EVERGREEN AND SET IN THE TOP OF A CONCRETE POST
 BL1152'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0896 ***********************************************************************
 FM0896  DESIGNATION -  EVERT
 FM0896  PID         -  FM0896
 FM0896  STATE/COUNTY-  TX/OLDHAM
 FM0896  USGS QUAD   -  EVERETT (1965)
 FM0896
 FM0896                         *CURRENT SURVEY CONTROL
 FM0896  ___________________________________________________________________
 FM0896* NAD 83(1993)-  35 13 29.60086(N)    102 19 26.88097(W)     ADJUSTED  
 FM0896* NAVD 88     -      1220.3    (meters)    4004.     (feet)  VERTCON   
 FM0896  ___________________________________________________________________
 FM0896  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 FM0896  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 FM0896
 FM0896  HORZ ORDER  -  FIRST
 FM0896
 FM0896.The horizontal coordinates were established by classical geodetic methods
 FM0896.and adjusted by the National Geodetic Survey in February 1996..
 FM0896
 FM0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0896
 FM0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0896
 FM0896.The geoid height was determined by GEOID03.
 FM0896
 FM0896;                    North         East     Units Scale Factor Converg.
 FM0896;SPC TX N     - 1,136,197.698   124,979.902   MT  0.99991652   -0 28 39.4
 FM0896;SPC TX N     - 3,727,675.28    410,038.23   sFT  0.99991652   -0 28 39.4
 FM0896;UTM  13      - 3,901,264.424   743,537.159   MT  1.00033100   +1 32 39.0
 FM0896
 FM0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0896!SPC TX N     -   0.99981244  x   0.99991652  =   0.99972897
 FM0896!UTM  13      -   0.99981244  x   1.00033100  =   1.00014338
 FM0896
 FM0896|---------------------------------------------------------------------|
 FM0896| PID    Reference Object                     Distance      Geod. Az  |
 FM0896|                                                           dddmmss.s |
 FM0896| CJ6308 EVERT RM 2                           44.250 METERS 05525     |
 FM0896| FL1789 AMARILLO GREAT W MILL ELEV LT       APPROX.46.8 KM 0913925.3 |
 FM0896| FM0894 WILDERADO L STONE COS ELEV CEN      APPROX.11.2 KM 0982839.8 |
 FM0896| CJ6307 EVERT RM 1                           44.330 METERS 14710     |
 FM0896| FM0902 VEGA OLDHAM COUNTY CTHSE            APPROX. 9.7 KM 2842404.7 |
 FM0896|---------------------------------------------------------------------|
 FM0896
 FM0896                          SUPERSEDED SURVEY CONTROL
 FM0896
 FM0896  NAD 83(1986)-  35 13 29.60836(N)    102 19 26.87220(W) AD(       ) 1
 FM0896  NAD 27      -  35 13 29.41600(N)    102 19 25.14100(W) AD(       ) 1
 FM0896  NGVD 29 (07/19/86) 1219.8    (m)         4002.     (f) VERT ANG       
 FM0896
 FM0896.Superseded values are not recommended for survey control.
 FM0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0896.See file dsdata.txt to determine how the superseded data were derived.
 FM0896
 FM0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4353701264(NAD 83)
 FM0896_MARKER: DS = TRIANGULATION STATION DISK
 FM0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0896
 FM0896  HISTORY     - Date     Condition        Report By
 FM0896  HISTORY     - 1921     MONUMENTED       CGS
 FM0896  HISTORY     - 1953     SEE DESCRIPTION  CGS
 FM0896
 FM0896                          STATION DESCRIPTION
 FM0896
 FM0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FM0896'STATION IS ABOUT 7 MILES E OF VEGA, 1/2 MILE E OF EVERT
 FM0896'SWITCH ON THE CHICAGO, ROCK ISLAND AND GULF RAILWAY, NEAR W END
 FM0896'OF LIGHT CUT, AND ON N SIDE OF THE GARRISON RANCH PASTURE.
 FM0896'STATION IS ABOUT 50 METERS (164 FEET) S OF THE OZARK TRAIL AND
 FM0896'1/2 MILE E OF JOG IN SAME, 75 METERS (246 FEET) S OF RAILWAY
 FM0896'TRACKS, AND 3/4 MILE W OF C.L. GARRISONS HOUSE.
 FM0896'
 FM0896'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 FM0896'BRONZE DISKS SET
 FM0896'IN CONCRETE.
 FM0896'
 FM0896'REFERENCE MARK NO. 1 IS 44.43 METERS (145.8 FEET) FROM
 FM0896'STATION, N 44 DEG 45 MIN E.
 FM0896'
 FM0896'REFERENCE MARK NO. 2 IS 44.25 METERS (145.2 FEET) FROM STATION,
 FM0896'N 47 DEG W.
 FM0896
 FM0896                          STATION RECOVERY (1953)
 FM0896
 FM0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0896'THE UNDERGROUND MARK WAS RECOVERED AS DESCRIBED.  THE SURFACE
 FM0896'MARK WAS BROKEN OFF AND THE REFERENCE MARKS WERE NOT RECOVERED
 FM0896'AND ARE PRESUMED DESTROYED AS THE LAND IS NOW UNDER CULTIVATION.
 FM0896'
 FM0896'THE UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE ABOUT
 FM0896'18 INCHES BELOW THE GROUND SURFACE AND IS STAMPED EVERT 1921.
 FM0896'IT IS ABOUT 17 MILES EAST OF VEGA, 1/2 MILE EAST SOUTHEAST OF
 FM0896'THE EVERTT SIDING OF THE CHICAGO ROCK ISLAND AND GULF RAILROAD,
 FM0896'ABOUT 230 FEET SOUTH OF THE RAILROAD MILEPOST 789, 89.2 FEET
 FM0896'SOUTH OF U.S. HIGHWAY 66, 46.0 FEET SOUTHWEST OF TELEPHONE
 FM0896'POLE 1085, IN A CULTIVATED FIELD.
 FM0896'
 FM0896'TO REACH THE STATION FROM WILDORADO GO WEST ON U.S. HIGHWAY 66
 FM0896'FOR 7.05 MILES TO THE RAILROAD MILEPOST 789 ON THE RIGHT AND
 FM0896'ABOUT 1/2 MILE EAST OF THE EVERTT SIDING ELEVATOR AND THE
 FM0896'STATION ON THE LEFT.
 FM0896'
 FM0896'EVERT 2 WAS ESTABLISHED AND A TIE WAS MADE TO EVERT 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0897 ***********************************************************************
 FM0897  DESIGNATION -  EVERT 2
 FM0897  PID         -  FM0897
 FM0897  STATE/COUNTY-  TX/OLDHAM
 FM0897  USGS QUAD   -  EVERETT (1965)
 FM0897
 FM0897                         *CURRENT SURVEY CONTROL
 FM0897  ___________________________________________________________________
 FM0897* NAD 83(1993)-  35 13 31.52275(N)    102 19 28.87303(W)     ADJUSTED  
 FM0897* NAVD 88     -      1220.     (meters)    4003.     (feet)  VERTCON   
 FM0897  ___________________________________________________________________
 FM0897  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 FM0897  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 FM0897
 FM0897  HORZ ORDER  -  SECOND
 FM0897
 FM0897.The horizontal coordinates were established by classical geodetic methods
 FM0897.and adjusted by the National Geodetic Survey in February 1996..
 FM0897
 FM0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0897
 FM0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0897
 FM0897.The geoid height was determined by GEOID03.
 FM0897
 FM0897;                    North         East     Units Scale Factor Converg.
 FM0897;SPC TX N     - 1,136,257.340   124,930.026   MT  0.99991649   -0 28 40.6
 FM0897;SPC TX N     - 3,727,870.96    409,874.59   sFT  0.99991649   -0 28 40.6
 FM0897;UTM  13      - 3,901,322.293   743,485.189   MT  1.00033069   +1 32 37.9
 FM0897
 FM0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0897!SPC TX N     -   0.99981256  x   0.99991649  =   0.99972907
 FM0897!UTM  13      -   0.99981256  x   1.00033069  =   1.00014319
 FM0897
 FM0897|---------------------------------------------------------------------|
 FM0897| PID    Reference Object                     Distance      Geod. Az  |
 FM0897|                                                           dddmmss.s |
 FM0897| CJ6310 EVERT 2 RM 1                         34.580 METERS 00111     |
 FM0897| FM0341 V 243                                46.861 METERS 09442     |
 FM0897| CJ6309 EVERT 2 AZ MK                                      2831718.4 |
 FM0897|---------------------------------------------------------------------|
 FM0897
 FM0897                          SUPERSEDED SURVEY CONTROL
 FM0897
 FM0897  NAD 83(1986)-  35 13 31.53021(N)    102 19 28.86422(W) AD(       ) 2
 FM0897  NAD 27      -  35 13 31.33800(N)    102 19 27.13300(W) AD(       ) 2
 FM0897  NGVD 29 (07/19/86) 1219.     (m)         3999.     (f) VERT ANG       
 FM0897
 FM0897.Superseded values are not recommended for survey control.
 FM0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0897.See file dsdata.txt to determine how the superseded data were derived.
 FM0897
 FM0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4348501322(NAD 83)
 FM0897_MARKER: DS = TRIANGULATION STATION DISK
 FM0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0897_STAMPING: EVERT 2 1953
 FM0897_MARK LOGO: CGS   
 FM0897_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FM0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0897+STABILITY: SURFACE MOTION
 FM0897
 FM0897  HISTORY     - Date     Condition        Report By
 FM0897  HISTORY     - 1953     MONUMENTED       CGS
 FM0897  HISTORY     - 19830819 GOOD             NGS
 FM0897
 FM0897                          STATION DESCRIPTION
 FM0897
 FM0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0897'THE STATION IS LOCATED BETWEEN THE ROCK ISLAND RAILROAD AND
 FM0897'U.S. HIGHWAY 66.  IT IS ABOUT 7 MILES AIRLINE EAST OF VEGA,
 FM0897'ABOUT 7 MILES AIRLINE WEST OF WILDORADO, AND 0.3 MILE EAST OF
 FM0897'EVERETT SIDING ON THE RAILROAD.
 FM0897'
 FM0897'THE STATION IS A STANDARD DISK STAMPED EVERT 2 1953 AND SET
 FM0897'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FM0897'5 INCHES.  IT IS 66 FEET NORTH OF THE CENTER LINE OF THE
 FM0897'HIGHWAY, 58 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD.
 FM0897'
 FM0897'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EVERT
 FM0897'2 NO 1 1953 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FM0897'MONUMENT THAT PROJECTS 5 INCHES.  IT IS 42 FEET NORTH OF THE
 FM0897'NORTH RAIL OF THE RAILROAD, 1 FOOT SOUTH OF A WIRE FENCE, AND
 FM0897'ABOUT 2 FEET LOWER THAN THE STATION.
 FM0897'
 FM0897'REFERENCE MARK NUMBER TWO IS A STANDARD BENCH MARK DISK STAMPED
 FM0897'V 243 1934 AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 FM0897'THAT IS 12 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS
 FM0897'81 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 FM0897'SOUTH OF THE SOUTH RAIL OF THE RAILROAD, AND ABOUT 2 FEET
 FM0897'HIGHER THAN THE STATION.
 FM0897'
 FM0897'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EVERT 2 1953 AND
 FM0897'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 12 INCHES SQUARE
 FM0897'AND PROJECTS 6 INCHES.  IT IS 45 FEET SOUTH OF THE SOUTH
 FM0897'RAIL OF THE RAILROAD, 42 FEET SOUTHWEST OF A SIGN EVERETT, AND
 FM0897'3 FEET SOUTHEAST OF A POWER POLE.  TO REACH THE MARK FROM THE
 FM0897'STATION GO WEST ON THE HIGHWAY FOR 0.4 MILE TO THE MARK ON THE
 FM0897'RIGHT.
 FM0897'
 FM0897'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WILDORADO GO
 FM0897'WEST ON U.S. HIGHWAY 66 FOR 7.0 MILES TO MILE POST 789 AND
 FM0897'THE STATION ON THE RIGHT.
 FM0897
 FM0897                          STATION RECOVERY (1983)
 FM0897
 FM0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 FM0897'THE STATION MARK AND THE BENCH MARK WERE RECOVERED IN GOOD CONDITION.
 FM0897'REFERENCE MARK 1 AND THE AZIMUTH MARK HAVE BEEN DESTROYED, THEREFORE A
 FM0897'NEW REFERENCE AND AZIMUTH MARK WAS SET AT THIS TIME.  THE RAILROAD HAS
 FM0897'BEEN REMOVED AND U.S HIGHWAY 66 IS NOW INTERSTATE HIGHWAY 40. THE LINE
 FM0897'OF SIGHT BETWEEN THE BENCH MARK AND THE REFERENCE MARK IS OBSTRUCTED.
 FM0897'THE REFERENCE MARK 1 IS ACROSS A CANAL AND IT MAY BE IN PLACE, BUT IT
 FM0897'IS NOT USABLE AND CONNOT BE REACHED.  THE STATION IS LOCATED ALONG
 FM0897'INTERSTATE HIGHWAY 40 ON THE NORTH RIGHT OF WAY, 11.20 KM (6.95 MI)
 FM0897'EAST OF VEGA, 11.20 KM (6.95 MI) WEST OF WILDORADO AND 0.48 KM (0.30
 FM0897'MI) EAST OF EVERETT ROAD.  TO REACH FROM THE JUNCTION OF INTERSTATE 40
 FM0897'AND FARM ROAD 809 IN WILDORADO, GO WEST ON THE INTERSTATE HIGHWAY 40
 FM0897'FOR 11.52 KM (7.15 MI) TO THE STATION ON THE RIGHT AT EXIT 42.
 FM0897'STATION MARK, STAMPED---EVERT 2 1953---, IS A STANDARD DISK SET IN THE
 FM0897'TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 4.82
 FM0897'METERS (15.81 FT) SOUTH OF A FENCE AND WITNESS POST, 12.80 METERS
 FM0897'(41.99 FT) NORTHWEST OF A HIGHWAY SIGN AND 19.51 METERS (64.01 FT)
 FM0897'NORTH OF THE CENTER OF THE NORTH ACCESS ROAD.  REFERENCE MARK 3,
 FM0897'STAMPED---EVERT 2 NO 3 1983---, IS A STANDARD DISK SET IN THE TOP OF A
 FM0897'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 22.56 METERS
 FM0897'(74.02 FT) NORTH OF THE CENTER OF THE ACCESS ROAD AND 2.01 METERS
 FM0897'(6.59 FT) SOUTH OF A FENCE.  BENCH MARK V 243, STAMPED---V 243
 FM0897'1934---, IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A ROUND
 FM0897'CONCRETE MONUNMENT WHICH PROJECTS 7.6 CENTIMETERS (3.0 INCHES) .  IT
 FM0897'IS 23.16 METERS (75.98 FT) NORTH OF THE CENTER OF THE ACCESS ROAD AND
 FM0897'1.31 METERS (4.30 FT) NORTH OF THE NORTH RIGHT OF WAY FENCE.  AZIMUTH
 FM0897'MARK 2, STAMPED---EVERT NO 2 1953 1983---, IS A STANDARD DISK SET IN
 FM0897'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 FM0897'01.89 METERS (6.20 FT) SOUTH OF A FENCE AND WITNESS POST AND 17.98
 FM0897'METERS (58.99 FT) NORTH OF THE CENTER OF THE ACCESS ROAD.  TO REACH
 FM0897'THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE NORTH ACCESS ROAD
 FM0897'FOR 0.74 KM (0.45 MI) TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0859 ***********************************************************************
 DO0859  DESIGNATION -  EX
 DO0859  PID         -  DO0859
 DO0859  STATE/COUNTY-  TX/THROCKMORTON
 DO0859  USGS QUAD   -  HOOVER MOUNTAIN (1966)
 DO0859
 DO0859                         *CURRENT SURVEY CONTROL
 DO0859  ___________________________________________________________________
 DO0859* NAD 83(1993)-  33 02 27.50546(N)    099 26 05.66421(W)     ADJUSTED  
 DO0859* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 DO0859  ___________________________________________________________________
 DO0859  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DO0859  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DO0859
 DO0859  HORZ ORDER  -  FIRST
 DO0859
 DO0859.The horizontal coordinates were established by classical geodetic methods
 DO0859.and adjusted by the National Geodetic Survey in February 1996..
 DO0859
 DO0859.The orthometric height was scaled from a topographic map.
 DO0859
 DO0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0859
 DO0859.The geoid height was determined by GEOID03.
 DO0859
 DO0859;                    North         East     Units Scale Factor Converg.
 DO0859;SPC TXNC     - 2,152,785.042   512,682.642   MT  0.99987264   -0 30 35.6
 DO0859;SPC TXNC     - 7,062,928.93  1,682,026.30   sFT  0.99987264   -0 30 35.6
 DO0859;UTM  14      - 3,655,913.345   459,391.455   MT  0.99962033   -0 14 13.7
 DO0859
 DO0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0859!SPC TXNC     -   0.99992388  x   0.99987264  =   0.99979653
 DO0859!UTM  14      -   0.99992388  x   0.99962033  =   0.99954424
 DO0859
 DO0859|---------------------------------------------------------------------|
 DO0859| PID    Reference Object                     Distance      Geod. Az  |
 DO0859|                                                           dddmmss.s |
 DO0859| CX7177 EX RM 1                              13.840 METERS 04911     |
 DO0859| CX7176 EX AZ MK                                           0533618.0 |
 DO0859| CX7178 EX RM 2                              12.431 METERS 14924     |
 DO0859|---------------------------------------------------------------------|
 DO0859
 DO0859                          SUPERSEDED SURVEY CONTROL
 DO0859
 DO0859  NAD 83(1993)-  33 02 27.50798(N)    099 26 05.65980(W) AD(       ) 1
 DO0859  NAD 83(1986)-  33 02 27.51197(N)    099 26 05.65580(W) AD(       ) 1
 DO0859  NAD 27      -  33 02 27.12400(N)    099 26 04.36200(W) AD(       ) 1
 DO0859
 DO0859.Superseded values are not recommended for survey control.
 DO0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0859.See file dsdata.txt to determine how the superseded data were derived.
 DO0859
 DO0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5939155913(NAD 83)
 DO0859_MARKER: DS = TRIANGULATION STATION DISK
 DO0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0859
 DO0859  HISTORY     - Date     Condition        Report By
 DO0859  HISTORY     - 1935     MONUMENTED       CGS
 DO0859  HISTORY     - 1957     GOOD             CGS
 DO0859
 DO0859                          STATION DESCRIPTION
 DO0859
 DO0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0859'STATION IS LOCATED ON PROPERTY OF REYNOLDS LAND AND CATTLE
 DO0859'COMPANY, IN SECTION 13, 17 MILES WSW OF THROCKMORTON, 2.5
 DO0859'MILES SW OF X RANCH HOUSE, AND 6 MILES N OF
 DO0859'THROCKMORTON-SHACKLEFORD COUNTY LINE.  STATION IS ON A HIGH HILL,
 DO0859'100 FEET W OF PASTURE TRAIL, 50 FEET ESE OF A TRIANGULAR
 DO0859'BLAZE ON MESQUITE TREE.
 DO0859'
 DO0859'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0859'DISKS SET IN CONCRETE.
 DO0859'
 DO0859'REFERENCE MARK NO. 1 IS NE OF STATION.
 DO0859'
 DO0859'REFERENCE MARK NO. 2 IS SE OF STATION.
 DO0859'
 DO0859'AZIMUTH MARK IS NE OF STATION ON TOP OF SMALL PROMINENT
 DO0859'HILL 800 FEET S OF ABANDONED OIL WELL.  TO REACH FROM STATION
 DO0859'GO NE DOWN HILL TO ABANDONED OIL WELL, THENCE RIGHT (S)
 DO0859'UP SMALL HILL TO MARK ON TOP.
 DO0859'
 DO0859'TO REACH FROM SW CORNER OF COURTHOUSE IN THROCKMORTON, GO
 DO0859'W FOR 4.35 MILES TO CROSSROADS, THENCE LEFT (S) FOR 3.05
 DO0859'MILES TO CROSSROADS, THENCE RIGHT (W) FOR 3.85 MILES TO
 DO0859'T-ROAD TO LEFT.  CONTINUE STRAIGHT AHEAD (W) TO JOHN T. DAVIS
 DO0859'RANCH, THENCE FOLLOW ROAD SW FOR 1.05 MILES TO GATE S OF
 DO0859'OIL WELL.  GO THROUGH GATE, THENCE RIGHT (W) ON MAIN ROAD
 DO0859'FOR 3.5 MILES TO PLANK GATE, THENCE RIGHT (W) ON ROAD ALONG
 DO0859'FENCE FOR 0.7 MILE, PASS THROUGH GATE AND FOLLOW MAIN ROAD
 DO0859'FOR 3.2 MILES TO X RANCH HOUSE.  ENTER GATE BETWEEN HOUSE
 DO0859'AND STABLE AND FOLLOW ROAD ACROSS TWO CREEK CROSSINGS AND
 DO0859'THROUGH PASTURE FOR 1.6 MILES, TAKE LEFT FORK HERE ACROSS
 DO0859'CREEK, FOLLOW S SIDE OF CREEK W FOR 1.2 MILES TO FORK,
 DO0859'TAKE LEFT (S) FORK UP HILL FOR 2.5 MILES TO ABANDONED OIL
 DO0859'WELL, GO LEFT (S) UP THROUGH GAP IN HILLS FOR 0.55 MILE
 DO0859'TO FENCE ACROSS ROAD.  STATION IS ABOUT 0.25 MILE SW OF
 DO0859'THIS POINT UP HILL.  STATION MAY BE REACHED FROM THIS
 DO0859'POINT BY BACK PACKING OR BY DRIVING TRUCK AROUND FENCE
 DO0859'CORNER TO RIGHT AND THEN BACK TO TRAIL ON LEFT.
 DO0859'
 DO0859'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 DO0859
 DO0859                          STATION RECOVERY (1957)
 DO0859
 DO0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 DO0859'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DO0859'CONDITION.  THE DESCRIPTION TO REACH THE STATION FROM THROCKMORTON
 DO0859'IS ADEQUATE.  TO REACH THE STATION IT IS NECESSARY TO CROSS
 DO0859'LAND OWNED BY MR. ROSS SLOAN OF BRECKENRIDGE.  THE GATE AT
 DO0859'ENTRANCE TO HIS LAND IS KEPT LOCKED AND KEY WILL HAVE TO
 DO0859'BE OBTAINED FROM HIM.  DUE TO CREEK FORDS AND ROUGH ROADS
 DO0859'A 4-WHEEL DRIVE VEHICLE WOULD BE REQUIRED TO DRIVE TO STATION
 DO0859'FROM THE X RANCH BUILDINGS.  THE OIL WELL, THAT WAS MENTIONED
 DO0859'IN ORIGINAL DESCRIPTION AS BEING ABOUT 800 FEET NORTH OF
 DO0859'THE AZIMUTH MARK, IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1863 ***********************************************************************
 FL1863  DESIGNATION -  EXCELL US BUR OF MINE WATER TK
 FL1863  PID         -  FL1863
 FL1863  STATE/COUNTY-  TX/MOORE
 FL1863  USGS QUAD   -  MASTERSON (1953)
 FL1863
 FL1863                         *CURRENT SURVEY CONTROL
 FL1863  ___________________________________________________________________
 FL1863* NAD 83(1993)-  35 37 38.51329(N)    101 58 25.77768(W)     ADJUSTED  
 FL1863* NAVD 88     -                                                        
 FL1863  ___________________________________________________________________
 FL1863  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 FL1863  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1863
 FL1863  HORZ ORDER  -  THIRD
 FL1863
 FL1863.The horizontal coordinates were established by classical geodetic methods
 FL1863.and adjusted by the National Geodetic Survey in February 1996..
 FL1863
 FL1863
 FL1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1863
 FL1863.The geoid height was determined by GEOID03.
 FL1863
 FL1863;                    North         East     Units Scale Factor Converg.
 FL1863;SPC TX N     - 1,180,638.006   157,081.625   MT  0.99991753   -0 16 28.6
 FL1863;SPC TX N     - 3,873,476.52    515,358.63   sFT  0.99991753   -0 16 28.6
 FL1863;UTM  14      - 3,946,692.492   230,681.631   MT  1.00049391   -1 43 60.0
 FL1863;UTM  13      - 3,946,837.258   774,060.364   MT  1.00052567   +1 45 50.0
 FL1863
 FL1863                          SUPERSEDED SURVEY CONTROL
 FL1863
 FL1863  NAD 83(1993)-  35 37 38.51475(N)    101 58 25.77229(W) AD(       ) 4
 FL1863  NAD 83(1986)-  35 37 38.52128(N)    101 58 25.76684(W) AD(       ) 4
 FL1863  NAD 27      -  35 37 38.36289(N)    101 58 24.10632(W) AD(       ) 3
 FL1863
 FL1863.Superseded values are not recommended for survey control.
 FL1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1863.See file dsdata.txt to determine how the superseded data were derived.
 FL1863
 FL1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3068246692(NAD 83)
 FL1863_MARKER: 53 = ELEVATED TANK
 FL1863
 FL1863  HISTORY     - Date     Condition        Report By
 FL1863  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1863
 FL1863                          STATION DESCRIPTION
 FL1863
 FL1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1863'LOCATED 16.4 MILES SOUTH OF DUMAS, 4.5 MILES SOUTHOF FOURWAY,
 FL1863'1 MILE SOUTHWEST OF MASTERSON, AND 0.75 MILE WEST OF HIGHWAYS U.S.
 FL1863'87 AND 287, ON THE PROPERTY OF THE EXCELL HELIUM PLANT AND
 FL1863'SETTLEMENT.
 FL1863'
 FL1863'STATION IS THE BALL AT THE PEAK OF THE TANK, WHICH IS CYLINDRICAL
 FL1863'AND IS SUPPORTED ON A 4 LEGGED STEEL STRUCTURE TO A HEIGHT OF ABOUT
 FL1863'110 FEET.  THE TANK AND UNDERSTRUCTURE ARE PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1864 ***********************************************************************
 FL1864  DESIGNATION -  EXCELL US BUR OF MINE LOT
 FL1864  PID         -  FL1864
 FL1864  STATE/COUNTY-  TX/MOORE
 FL1864  USGS QUAD   -  MASTERSON (1953)
 FL1864
 FL1864                         *CURRENT SURVEY CONTROL
 FL1864  ___________________________________________________________________
 FL1864* NAD 83(1993)-  35 37 35.31439(N)    101 58 28.47902(W)     ADJUSTED  
 FL1864* NAVD 88     -                                                        
 FL1864  ___________________________________________________________________
 FL1864  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 FL1864  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1864
 FL1864  HORZ ORDER  -  THIRD
 FL1864
 FL1864.The horizontal coordinates were established by classical geodetic methods
 FL1864.and adjusted by the National Geodetic Survey in February 1996..
 FL1864
 FL1864
 FL1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1864
 FL1864.The geoid height was determined by GEOID03.
 FL1864
 FL1864;                    North         East     Units Scale Factor Converg.
 FL1864;SPC TX N     - 1,180,539.751   157,013.185   MT  0.99991748   -0 16 30.1
 FL1864;SPC TX N     - 3,873,154.17    515,134.09   sFT  0.99991748   -0 16 30.1
 FL1864;UTM  14      - 3,946,595.956   230,610.671   MT  1.00049438   -1 44 01.4
 FL1864;UTM  13      - 3,946,736.569   773,995.423   MT  1.00052523   +1 45 48.2
 FL1864
 FL1864                          SUPERSEDED SURVEY CONTROL
 FL1864
 FL1864  NAD 83(1993)-  35 37 35.31577(N)    101 58 28.47377(W) AD(       ) 4
 FL1864  NAD 83(1986)-  35 37 35.32240(N)    101 58 28.46811(W) AD(       ) 4
 FL1864  NAD 27      -  35 37 35.16309(N)    101 58 26.80663(W) AD(       ) 3
 FL1864
 FL1864.Superseded values are not recommended for survey control.
 FL1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1864.See file dsdata.txt to determine how the superseded data were derived.
 FL1864
 FL1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3061146596(NAD 83)
 FL1864_MARKER: 57 = LOOKOUT TOWER
 FL1864
 FL1864  HISTORY     - Date     Condition        Report By
 FL1864  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1864
 FL1864                          STATION DESCRIPTION
 FL1864
 FL1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1864'LOCATED 16.5 MILES SOUTH OF DUMAS, 4.6 MILES SOUTH OF FOURWAY,
 FL1864'MILE SOUTHWEST OF MASTERSON, AND 0.75 MILE WEST OF HIGHWAYS U.S. 87
 FL1864'AND 287, ON THE PROPERTY OF THE EXCELL HELIUM PLANT AND SETTLEMENT.
 FL1864'
 FL1864'STATION IS THE PEAK OF THE POINTED ROOF OF THE SLENDER SQUARE
 FL1864'WOODEN LOOKOUT TOWER.  THE TOWER IS ABOUT 115 FEET HIGH, PAINTED
 FL1864'WHITE, AND IS JUST SOUTHWEST OF THE MAIN PLANT BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1090 ***********************************************************************
 BM1090  PACS        -  This is a Primary Airport Control Station.
 BM1090  DESIGNATION -  EXECUTIVE
 BM1090  PID         -  BM1090
 BM1090  STATE/COUNTY-  TX/TRAVIS
 BM1090  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1090
 BM1090                         *CURRENT SURVEY CONTROL
 BM1090  ___________________________________________________________________
 BM1090* NAD 83(1993)-  30 24 48.06195(N)    097 39 56.37631(W)     ADJUSTED  
 BM1090* NAVD 88     -       224.79   (meters)     737.5    (feet)  GPS OBS   
 BM1090  ___________________________________________________________________
 BM1090  X           -    -734,374.057 (meters)                     COMP
 BM1090  Y           -  -5,456,174.205 (meters)                     COMP
 BM1090  Z           -   3,210,074.704 (meters)                     COMP
 BM1090  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 BM1090  ELLIP HEIGHT-         198.78  (meters)          (10/24/00) GPS OBS
 BM1090  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BM1090
 BM1090  HORZ ORDER  -  B
 BM1090  ELLP ORDER  -  FOURTH    CLASS II
 BM1090
 BM1090.This mark is at Austin Executive Airpark (3R3)  (3R3)
 BM1090
 BM1090.The horizontal coordinates were established by GPS observations
 BM1090.and adjusted by the National Geodetic Survey in February 1996..
 BM1090
 BM1090.The orthometric height was determined by GPS observations and a
 BM1090.high-resolution geoid model.
 BM1090
 BM1090.GPS derived orthometric heights for airport stations designated as
 BM1090.PACS or SACS are published to 2 decimal places.  This maintains
 BM1090.centimeter relative accuracy between the PACS and SACS.  It does
 BM1090.not indicate centimeter accuracy relative to other marks which are
 BM1090.part of the NAVD 88 network.
 BM1090
 BM1090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1090
 BM1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1090
 BM1090.The ellipsoidal height was determined by GPS observations
 BM1090.and is referenced to NAD 83.
 BM1090
 BM1090.The geoid height was determined by GEOID03.
 BM1090
 BM1090;                    North         East     Units Scale Factor Converg.
 BM1090;SPC TX C     - 3,085,847.643   956,279.003   MT  0.99993404   +1 22 26.4
 BM1090;SPC TX C     -10,124,151.81  3,137,392.03   sFT  0.99993404   +1 22 26.4
 BM1090;UTM  14      - 3,365,344.960   628,163.002   MT  0.99980264   +0 40 32.1
 BM1090
 BM1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1090!SPC TX C     -   0.99996878  x   0.99993404  =   0.99990283
 BM1090!UTM  14      -   0.99996878  x   0.99980264  =   0.99977143
 BM1090
 BM1090:                Primary Azimuth Mark                     Grid Az
 BM1090:SPC TX C     -  EXECUTIVE AZ MK                          009 43 39.2
 BM1090:UTM  14      -  EXECUTIVE AZ MK                          010 25 33.5
 BM1090
 BM1090|---------------------------------------------------------------------|
 BM1090| PID    Reference Object                     Distance      Geod. Az  |
 BM1090|                                                           dddmmss.s |
 BM1090| BM1092 EXECUTIVE AZ MK                     APPROX. 0.8 KM 0110605.6 |
 BM1090| AB6440 3R3 A                               APPROX. 0.5 KM 1900641.2 |
 BM1090|---------------------------------------------------------------------|
 BM1090
 BM1090                          SUPERSEDED SURVEY CONTROL
 BM1090
 BM1090  ELLIP H (02/20/96)  198.82   (m)                       GP(       ) 1 1
 BM1090  NAD 83(1993)-  30 24 48.06171(N)    097 39 56.37586(W) AD(       ) 3
 BM1090  ELLIP H (02/16/96)  198.93   (m)                       GP(       ) 5 1
 BM1090  NAD 83(1986)-  30 24 48.06415(N)    097 39 56.37744(W) AD(       ) 3
 BM1090  NAD 27      -  30 24 47.34195(N)    097 39 55.33595(W) AD(       ) 3
 BM1090  NGVD 29 (12/08/88)  224.7    (m)          737.     (f) GPS OBS        
 BM1090
 BM1090.Superseded values are not recommended for survey control.
 BM1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1090.See file dsdata.txt to determine how the superseded data were derived.
 BM1090
 BM1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2816365345(NAD 83)
 BM1090_MARKER: I = METAL ROD
 BM1090_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1090_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM1090_STAMPING: EXECUTIVE 1988
 BM1090_MARK LOGO: NGS   
 BM1090_PROJECTION: FLUSH
 BM1090_MAGNETIC: I = MARKER IS A STEEL ROD
 BM1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1090+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2001
 BM1090_ROD/PIPE-DEPTH: 4.3  meters
 BM1090_SLEEVE-DEPTH  : 0.76 meters
 BM1090
 BM1090  HISTORY     - Date     Condition        Report By
 BM1090  HISTORY     - 1988     MONUMENTED       NGS
 BM1090  HISTORY     - 19950313 GOOD             NGS
 BM1090  HISTORY     - 20010224 GOOD             USPSQD
 BM1090  HISTORY     - 20030308 GOOD             USPSQD
 BM1090
 BM1090                          STATION DESCRIPTION
 BM1090
 BM1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1090'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTH-NORTHEAST OF
 BM1090'AUSTIN, AT THE AUSTIN EXECUTIVE AIRPARK.  OWNERSHIP--AIRPARK
 BM1090'ASSOCIATES C/O BERT BRUNDAGE, 811 DESSAU ROAD, AUSTIN TX. 78753.
 BM1090'TELEPHONE NUMBER 512-251-4103.
 BM1090'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 BM1090'FARM ROAD 1825.  GO SOUTH ON THE EAST FRONTAGE ROAD FOR 1.9 KM
 BM1090'(1.20 MI) TO A ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST, FOR 0.8 KM
 BM1090'(0.50 MI) TO A ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE
 BM1090'ROAD FOR 0.8 KM (0.50 MI) TO THE AIRPORT OFFICE ON THE RIGHT.  GO
 BM1090'SOUTHWEST ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO THE STATION ON THE
 BM1090'LEFT, ON THE NORTH SIDE OF A CROSSOVER.
 BM1090'THE STATION IS LOCATED 15.7 M (51.5 FT) NORTH OF THE CENTERLINE OF THE
 BM1090'CROSSOVER, 14.5 M (47.6 FT) EAST OF THE CENTERLINE OF THE TAXIWAY,
 BM1090'9.7 M (31.8 FT) WEST-NORTHWEST OF A SIGN AND 3.5 M (11.5 FT)
 BM1090'NORTH-NORTHEAST OF A TAXIWAY LIGHT IN A CURVE.
 BM1090'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BM1090'DESCRIBED BY R.D.B.
 BM1090
 BM1090                          STATION RECOVERY (1995)
 BM1090
 BM1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1090'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTH-NORTHEAST OF
 BM1090'AUSTIN, AT THE AUSTIN EXECUTIVE AIRPARK, ACROSS THE APRON FROM THE
 BM1090'OFFICE, IN GRASS IN THE NORTHEAST QUADRANT OF THE JUNCTION OF THE
 BM1090'PARALLEL TAXI AND THE MIDFIALD CONNECTOR.  OWNERSHIP--AIRPARK
 BM1090'ASSOCIATES.  AIRPORT MANAGER IS MARVIN LENYARD, 811 DESSAU ROAD,
 BM1090'AUSTIN TX.  78753.  TELEPHONE NUMBER 512-251-2433.  TO REACH FROM THE
 BM1090'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35 AND DESSAU ROAD
 BM1090'(EXI 246) ABOUT 10 KM (6.20 MI) NORTH OF AUSTIN, GO EAST-SOUTHEAST ON
 BM1090'DESSAU ROAD FOR 0.7 KM (0.45 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 BM1090'RIGHT.  TURN RIGHT, SOUTHERLY, ON THE ENTRANCE ROAD FOR 0.8 KM (0.50
 BM1090'MI) TO THE AIRPORT OFFICE ON THE RIGHT AT THE APRON.  CONTINUE AHEAD,
 BM1090'EAST, ACROSS THE APRON FOR 0.05 KM (0.05 MI) TO THE TAXI. TURN RIGHT,
 BM1090'SOUTH, ALONG TAXI FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT
 BM1090'JUST BEFORE A CONNECTOR.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 BM1090'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 BM1090'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 BM1090'SET FLUSH WITH THE GROUND.  IT IS 54.9 M (180.1 FT) WEST OF THE CENTER
 BM1090'OF THE RUNWAY, 15.7 M (51.5 FT) NORTH OF THE CENTER OF THE CROSSOVER,
 BM1090'14.5 M (47.6 FT) EAST OF THE CENTER OF THE TAXI, 9.7 M (31.8 FT)
 BM1090'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A SIGN
 BM1090'18-36, 8.8 M (28.9 FT) WEST OF THE WEST ONE OF TWO CONCRETE CULVERTS,
 BM1090'3.5 M (11.5 FT) NORTH-NORTHEAST OF A TAXI LIGHT IN A CURVE, AND 0.3 M
 BM1090'(1.0 FT) WEST OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
 BM1090
 BM1090                          STATION RECOVERY (2001)
 BM1090
 BM1090'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 BM1090'RECOVERED IN GOOD CONDITION.
 BM1090
 BM1090                          STATION RECOVERY (2003)
 BM1090
 BM1090'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1092 ***********************************************************************
 BM1092  SACS        -  This is a Secondary Airport Control Station.
 BM1092  DESIGNATION -  EXECUTIVE AZ MK
 BM1092  PID         -  BM1092
 BM1092  STATE/COUNTY-  TX/TRAVIS
 BM1092  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1092
 BM1092                         *CURRENT SURVEY CONTROL
 BM1092  ___________________________________________________________________
 BM1092* NAD 83(1993)-  30 25 12.41414(N)    097 39 50.86272(W)     ADJUSTED  
 BM1092* NAVD 88     -       231.21   (meters)     758.6    (feet)  GPS OBS   
 BM1092  ___________________________________________________________________
 BM1092  X           -    -734,178.312 (meters)                     COMP
 BM1092  Y           -  -5,455,823.032 (meters)                     COMP
 BM1092  Z           -   3,210,724.671 (meters)                     COMP
 BM1092  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 BM1092  ELLIP HEIGHT-         205.20  (meters)          (07/11/01) GPS OBS
 BM1092  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BM1092
 BM1092  HORZ ORDER  -  FIRST
 BM1092  ELLP ORDER  -  FOURTH    CLASS II
 BM1092
 BM1092.This mark is at Austin Executive Airpark (3R3)  (3R3)
 BM1092
 BM1092.The horizontal coordinates were established by GPS observations
 BM1092.and adjusted by the National Geodetic Survey in August 1996..
 BM1092
 BM1092.The orthometric height was determined by GPS observations and a
 BM1092.high-resolution geoid model.
 BM1092
 BM1092.GPS derived orthometric heights for airport stations designated as
 BM1092.PACS or SACS are published to 2 decimal places.  This maintains
 BM1092.centimeter relative accuracy between the PACS and SACS.  It does
 BM1092.not indicate centimeter accuracy relative to other marks which are
 BM1092.part of the NAVD 88 network.
 BM1092
 BM1092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1092
 BM1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1092
 BM1092.The ellipsoidal height was determined by GPS observations
 BM1092.and is referenced to NAD 83.
 BM1092
 BM1092.The geoid height was determined by GEOID03.
 BM1092
 BM1092;                    North         East     Units Scale Factor Converg.
 BM1092;SPC TX C     - 3,086,600.815   956,408.117   MT  0.99993284   +1 22 29.3
 BM1092;SPC TX C     -10,126,622.84  3,137,815.63   sFT  0.99993284   +1 22 29.3
 BM1092;UTM  14      - 3,366,096.404   628,301.269   MT  0.99980308   +0 40 35.4
 BM1092
 BM1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1092!SPC TX C     -   0.99996778  x   0.99993284  =   0.99990062
 BM1092!UTM  14      -   0.99996778  x   0.99980308  =   0.99977086
 BM1092
 BM1092:                Primary Azimuth Mark                     Grid Az
 BM1092:SPC TX C     -  EXECUTIVE                                189 43 39.1
 BM1092:UTM  14      -  EXECUTIVE                                190 25 33.0
 BM1092
 BM1092|---------------------------------------------------------------------|
 BM1092| PID    Reference Object                     Distance      Geod. Az  |
 BM1092|                                                           dddmmss.s |
 BM1092| BM1090 EXECUTIVE                           APPROX. 0.8 KM 1910608.4 |
 BM1092|---------------------------------------------------------------------|
 BM1092
 BM1092                          SUPERSEDED SURVEY CONTROL
 BM1092
 BM1092  ELLIP H (08/30/96)  205.24   (m)                       GP(       ) 4 2
 BM1092  NAD 83(1993)-  30 25 12.41367(N)    097 39 50.86206(W) AD(       ) 3
 BM1092  ELLIP H (02/16/96)  205.35   (m)                       GP(       ) 5 1
 BM1092  NAD 83(1986)-  30 25 12.41613(N)    097 39 50.86364(W) AD(       ) 3
 BM1092  NAD 27      -  30 25 11.69461(N)    097 39 49.82221(W) AD(       ) 3
 BM1092  NGVD 29 (12/08/88)  231.1    (m)          758.     (f) GPS OBS        
 BM1092
 BM1092.Superseded values are not recommended for survey control.
 BM1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1092.See file dsdata.txt to determine how the superseded data were derived.
 BM1092
 BM1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2830166096(NAD 83)
 BM1092_MARKER: DH = HORIZONTAL CONTROL DISK
 BM1092_SETTING: 66 = SET IN ROCK OUTCROP
 BM1092_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BM1092_STAMPING: EXECUTIVE AZ MK 1988
 BM1092_MARK LOGO: NGS   
 BM1092_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM1092+STABILITY: POSITION/ELEVATION WELL
 BM1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1092+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1995
 BM1092
 BM1092  HISTORY     - Date     Condition        Report By
 BM1092  HISTORY     - 1988     MONUMENTED       NGS
 BM1092  HISTORY     - 19950313 GOOD             NGS
 BM1092  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 BM1092  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM1092
 BM1092                          STATION DESCRIPTION
 BM1092
 BM1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1092'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTH-NORTHEAST OF
 BM1092'AUSTIN, AT THE AUSTIN EXECUTIVE AIRPARK.  OWNERSHIP--AIRPARK
 BM1092'ASSOCIATES C/O BERT BRUNDAGE, 811 DESSAU ROAD, AUSTIN TX. 78753.
 BM1092'TELEPHONE NUMBER 512-251-4103.
 BM1092'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 BM1092'FARM ROAD 1825.  GO SOUTH ON THE EAST FRONTAGE ROAD FOR 1.9 KM
 BM1092'(1.20 MI) TO A ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST, FOR 0.8 KM
 BM1092'(0.50 MI) TO A ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE
 BM1092'ROAD FOR 0.8 KM (0.50 MI) TO THE AIRPORT OFFICE ON THE RIGHT.  GO
 BM1092'SOUTHWEST ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO THE TAXIWAY.  GO
 BM1092'LEFT, NORTH, ON THE TAXIWAY FOR 0.8 KM (0.50 MI) TO THE STATION ON
 BM1092'THE RIGHT, SET IN BEDROCK.
 BM1092'THE STATION IS SET 40.6 M (133.2 FT) WEST OF THE CENTERLINE OF THE
 BM1092'RUNWAY, 33.3 M (109.3 FT) 29.6 M (97.1 FT) EAST OF THE CENTERLINE OF
 BM1092'THE CROSSOVER, 29.6 M (97.1 FT) EAST OF THE CENTERLINE OF THE TAXIWAY
 BM1092'AND 0.6 M (2.0 FT) WEST OF A WITNESS POST.
 BM1092'DESCRIBED BY R.D.B.
 BM1092
 BM1092                          STATION RECOVERY (1995)
 BM1092
 BM1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1092'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTH-NORTHEAST OF
 BM1092'AUSTIN, AT THE AUSTIN EXECUTIVE AIRPARK, IN THE MEDIAN OF THE RUNWAY
 BM1092'AND THE PARALLEL TAXI NEAR RUNWAY END 18.  OWNERSHIP--AIRPARK
 BM1092'ASSOCIATES.  AIRPORT MANAGER IS MARVIN LENYARD, 811 DESSAU ROAD,
 BM1092'AUSTIN TX.  78753.  PHONE 512-251-2433.  TO REACH FROM THE UNDERPASS
 BM1092'AT THE JUNCTION OF INTERSTATE HIGHWAY 35 AND DESSAU ROAD (EXIT 246)
 BM1092'ABOUT 10 KM (6.20 MI) NORTH OF AUSTIN, GO EAST-SOUTHEAST ON DESSAU
 BM1092'ROAD FOR 0.7 KM (0.45 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 BM1092'TURN RIGHT, SOUTHERLY, ON THE ENTRANCE ROAD FOR 0.8 KM (0.50 MI) TO
 BM1092'THE AIRPORT OFFICE ON THE RIGHT AT THE APRON.  CONTINUE AHEAD, EAST,
 BM1092'ACROSS THE APRON FOR 0.05 KM (0.05 MI) TO THE TAXI.  TURN LEFT, NORTH,
 BM1092'ALONG TAXI FOR 0.67 KM (0.40 MI) TO THE STATION ON THE RIGHT. THE
 BM1092'STATION IS SET IN THE TOP OF EXPOSED OUTCROP RECESSED 3-CM.  IT IS
 BM1092'40.9 M (134.2 FT) WEST OF THE CENTER OF THE RUNWAY, 33.0 M (108.3 FT)
 BM1092'SOUTH OF THE CENTER OF THE CONNECTOR, 29.6 M (97.1 FT) EAST OF THE
 BM1092'CENTER OF THE TAXI, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST.
 BM1092'DESCRIBED BY D.G.  AUG
 BM1092
 BM1092                          STATION RECOVERY (2001)
 BM1092
 BM1092'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 BM1092'MARK NOT FOUND.
 BM1092
 BM1092                          STATION RECOVERY (2003)
 BM1092
 BM1092'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0863 ***********************************************************************
 FM0863  DESIGNATION -  EXELL
 FM0863  PID         -  FM0863
 FM0863  STATE/COUNTY-  TX/POTTER
 FM0863  USGS QUAD   -  LITTLE INDIAN CREEK (1971)
 FM0863
 FM0863                         *CURRENT SURVEY CONTROL
 FM0863  ___________________________________________________________________
 FM0863* NAD 83(1993)-  35 35 48.98335(N)    102 01 26.54239(W)     ADJUSTED  
 FM0863* NAVD 88     -      1131.53   (+/-2cm)    3712.4    (feet)  VERTCON   
 FM0863  ___________________________________________________________________
 FM0863  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 FM0863  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FM0863
 FM0863  HORZ ORDER  -  THIRD
 FM0863  VERT ORDER  -  THIRD ? (See Below)
 FM0863
 FM0863.The horizontal coordinates were established by classical geodetic methods
 FM0863.and adjusted by the National Geodetic Survey in February 1996..
 FM0863
 FM0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0863.The vertical order pertains to the NGVD 29 superseded value.
 FM0863
 FM0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0863
 FM0863.The geoid height was determined by GEOID03.
 FM0863
 FM0863;                    North         East     Units Scale Factor Converg.
 FM0863;SPC TX N     - 1,177,285.580   152,515.627   MT  0.99991574   -0 18 13.3
 FM0863;SPC TX N     - 3,862,477.77    500,378.35   sFT  0.99991574   -0 18 13.3
 FM0863;UTM  13      - 3,943,322.509   769,613.818   MT  1.00049588   +1 43 59.8
 FM0863;UTM  14      - 3,943,455.426   226,029.045   MT  1.00052507   -1 45 40.8
 FM0863
 FM0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0863!SPC TX N     -   0.99982654  x   0.99991574  =   0.99974229
 FM0863!UTM  13      -   0.99982654  x   1.00049588  =   1.00032233
 FM0863!UTM  14      -   0.99982654  x   1.00052507  =   1.00035152
 FM0863
 FM0863:                Primary Azimuth Mark                     Grid Az
 FM0863:SPC TX N     -  EXELL AZ MK                              038 31 23.3
 FM0863:UTM  13      -  EXELL AZ MK                              036 29 10.2
 FM0863:UTM  14      -  EXELL AZ MK                              039 58 50.8
 FM0863
 FM0863|---------------------------------------------------------------------|
 FM0863| PID    Reference Object                     Distance      Geod. Az  |
 FM0863|                                                           dddmmss.s |
 FM0863| CJ6311 EXELL AZ MK                                        0381310.0 |
 FM0863| FL1863 EXCELL US BUR OF MINE WATER TK      APPROX. 5.7 KM 0532434.4 |
 FM0863| FL1864 EXCELL US BUR OF MINE LOT           APPROX. 5.6 KM 0534832.1 |
 FM0863| CJ6312 EXELL RM 1                            9.315 METERS 10859     |
 FM0863| CJ6313 EXELL RM 2                            9.587 METERS 18524     |
 FM0863|---------------------------------------------------------------------|
 FM0863
 FM0863                          SUPERSEDED SURVEY CONTROL
 FM0863
 FM0863  NAD 83(1993)-  35 35 48.98492(N)    102 01 26.53653(W) AD(       ) 3
 FM0863  NAD 83(1986)-  35 35 48.99097(N)    102 01 26.53301(W) AD(       ) 3
 FM0863  NAD 27      -  35 35 48.83300(N)    102 01 24.85400(W) AD(       ) 3
 FM0863  NGVD 29 (07/19/86) 1131.00   (m)         3710.6    (f) LEVELING    3  
 FM0863
 FM0863.Superseded values are not recommended for survey control.
 FM0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0863.See file dsdata.txt to determine how the superseded data were derived.
 FM0863
 FM0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV6961443323(NAD 83)
 FM0863_MARKER: DS = TRIANGULATION STATION DISK
 FM0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0863
 FM0863  HISTORY     - Date     Condition        Report By
 FM0863  HISTORY     - 1953     MONUMENTED       CGS
 FM0863
 FM0863                          STATION DESCRIPTION
 FM0863
 FM0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0863'THE STATION IS LOCATED ON THE HIGHEST POINT AND THE SOUTH END
 FM0863'OF A FLAT BENCH, ABOUT 10 MILES AIRLINE NORTH OF THE CANADIAN
 FM0863'RIVER, ABOUT 32 MILES AIRLINE SOUTHWEST OF THE EXELL HELIUM
 FM0863'PLANT, ABOUT 19 MILES AIRLINE EAST-SOUTHEAST OF CHANNING,
 FM0863'AND ABOUT 19 MILES AIRLINE SOUTH OF DUMAS.
 FM0863'
 FM0863'TO REACH THE STATION FROM THE MOORE COUNTY COURTHOUSE IN DUMAS
 FM0863'GO SOUTH ON U.S. HIGHWAY 87 FOR 16.0 MILES TO THE POST OFFICE
 FM0863'AT MASTERSON ON THE RIGHT.  KEEP STRAIGHT AHEAD, SOUTH, ON
 FM0863'THE HIGHWAY AND GO 0.1 MILE TO A SIDE ROAD ON THE RIGHT.
 FM0863'TURN RIGHT AS PER SIGN EXELL AND GO 1.3 MILES TO A FORK.
 FM0863'TURN LEFT AND GO SOUTH AND WEST ON A GRADED ROAD 2.2 MILES
 FM0863'TO A FORK.  TURN LEFT AND GO SOUTH ALONG THE WEST SIDE OF A
 FM0863'NORTH-SOUTH FENCE LINE 0.8 MILE TO A FORK, A CATTLE GUARD,
 FM0863'A FENCE CORNER, AND THE AZIMUTH MARK ON THE LEFT.  TURN
 FM0863'RIGHT AND GO SOUTHWEST 0.7 MILE TO A FORK.  TURN LEFT AND GO
 FM0863'SOUTH 0.2 MILE TO A GAS WELL, A WITNESS POST, AND THE
 FM0863'STATION.
 FM0863'
 FM0863'THE STATION MARK IS A STANDARD DISK STAMPED EXELL 1953 SET
 FM0863'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FM0863'2 INCHES ABOVE THE GROUND.  IT IS 3 FEET NORTH OF A WITNESS
 FM0863'POST AND 100 YARDS SOUTH OF A GAS WELL.  THE UNDERGROUND MARK
 FM0863'IS A STANDARD DISK STAMPED, EXELL 1953 CEMENTED IN A DRILL
 FM0863'HOLE IN BEDROCK ABOUT 14 INCHES BELOW THE SURFACE OF THE
 FM0863'GROUND.
 FM0863'
 FM0863'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, EXELL NO 1 1953
 FM0863'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 FM0863'2 INCHES ABOVE THE GROUND AND IS 2 FEET LOWER THAN THE STATION.
 FM0863'
 FM0863'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, EXELL
 FM0863'NO 2 1953 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FM0863'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET LOWER
 FM0863'THAN THE STATION.
 FM0863'
 FM0863'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED,
 FM0863'1952 TT 20 VS SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 FM0863'POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 3 FEET
 FM0863'SOUTHWEST OF A FENCE CORNER AND 41 FEET EAST OF THE CENTER
 FM0863'OF A CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0519 ***********************************************************************
 BO0519  DESIGNATION -  EXTRA
 BO0519  PID         -  BO0519
 BO0519  STATE/COUNTY-  TX/CROCKETT
 BO0519  USGS QUAD   -  HUNT RANCH (1967)
 BO0519
 BO0519                         *CURRENT SURVEY CONTROL
 BO0519  ___________________________________________________________________
 BO0519* NAD 83(1993)-  30 37 04.03095(N)    101 16 26.74293(W)     ADJUSTED  
 BO0519* NAVD 88     -       771.     (meters)    2530.     (feet)  SCALED    
 BO0519  ___________________________________________________________________
 BO0519  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BO0519  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 BO0519
 BO0519  HORZ ORDER  -  SECOND
 BO0519
 BO0519.The horizontal coordinates were established by classical geodetic methods
 BO0519.and adjusted by the National Geodetic Survey in February 1996..
 BO0519
 BO0519.The orthometric height was scaled from a topographic map.
 BO0519
 BO0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0519
 BO0519.The geoid height was determined by GEOID03.
 BO0519
 BO0519;                    North         East     Units Scale Factor Converg.
 BO0519;SPC TX C     - 3,105,818.106   609,806.606   MT  0.99990401   -0 29 04.4
 BO0519;SPC TX C     -10,189,671.57  2,000,673.84   sFT  0.99990401   -0 29 04.4
 BO0519;UTM  14      - 3,389,448.318   282,012.272   MT  1.00018623   -1 09 31.2
 BO0519
 BO0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0519!SPC TX C     -   0.99988264  x   0.99990401  =   0.99978666
 BO0519!UTM  14      -   0.99988264  x   1.00018623  =   1.00006884
 BO0519
 BO0519:                Primary Azimuth Mark                     Grid Az
 BO0519:SPC TX C     -  L 701                                    010 21 39.5
 BO0519:UTM  14      -  L 701                                    011 02 06.3
 BO0519
 BO0519|---------------------------------------------------------------------|
 BO0519| PID    Reference Object                     Distance      Geod. Az  |
 BO0519|                                                           dddmmss.s |
 BO0519| BO0176 L 701                                              0095235.1 |
 BO0519| CH9325 EXTRA RM 1                           30.401 METERS 01754     |
 BO0519| CH9326 EXTRA RM 2                           27.081 METERS 11032     |
 BO0519| BO0517 OZONA AIRPORT CHECKERED TANK        APPROX. 9.1 KM 3555702.0 |
 BO0519|---------------------------------------------------------------------|
 BO0519
 BO0519                          SUPERSEDED SURVEY CONTROL
 BO0519
 BO0519  NAD 83(1986)-  30 37 04.03775(N)    101 16 26.73137(W) AD(       ) 2
 BO0519  NAD 27      -  30 37 03.41300(N)    101 16 25.32700(W) AD(       ) 2
 BO0519
 BO0519.Superseded values are not recommended for survey control.
 BO0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0519.See file dsdata.txt to determine how the superseded data were derived.
 BO0519
 BO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU8201289448(NAD 83)
 BO0519_MARKER: DS = TRIANGULATION STATION DISK
 BO0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0519_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0519
 BO0519  HISTORY     - Date     Condition        Report By
 BO0519  HISTORY     - 1944     MONUMENTED       CGS
 BO0519  HISTORY     - 1949     GOOD             LOCENG
 BO0519  HISTORY     - 1967     MARK NOT FOUND   CGS
 BO0519  HISTORY     - 1969     MARK NOT FOUND   CGS
 BO0519
 BO0519                          STATION DESCRIPTION
 BO0519
 BO0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0519'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 7-1/2 MILES SW
 BO0519'OF OZONA AND 5-1/2 MILES S OF THE OZONA AIRPORT.  IT IS ON THE
 BO0519'W SIDE OF THE OZONA-PANDALE ROAD.  STATION IS 62 FEET WNW OF
 BO0519'THE CENTER LINE OF THE ROAD, 10 FEET E OF RIGHT-OF-WAY FENCE,
 BO0519'10 FEET SW OF A POLE, AND 6 FEET SW OF A WHITE WOODEN WITNESS
 BO0519'POST.
 BO0519'
 BO0519'STATION MARK IS A BRONZE STATION DISK SET IN A CYLINDRICAL CONCRETE
 BO0519'POST 14 INCHES IN DIAMETER AND 18 INCHES DEEP.  MARK PROJECTS
 BO0519'ABOUT 2 INCHES ABOVE GROUND AND IS STAMPED EXTRA 1944.
 BO0519'UNDERGROUND MARK IS SET.
 BO0519'
 BO0519'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CYLINDRICAL
 BO0519'CONCRETE POST 14 INCHES IN DIAMETER, PROJECTING ABOUT 2 INCHES
 BO0519'ABOVE GROUND.  IT IS 60 FEET WNW OF THE CENTER LINE OF THE
 BO0519'ROAD AND 4 FEET E OF THE FENCE.  IT IS STAMPED EXTRA NO 1 1944.
 BO0519'
 BO0519'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CYLINDRICAL
 BO0519'CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING ABOUT
 BO0519'2 INCHES ABOVE GROUND.  IT IS 26 FEET ESE OF THE CENTER LINE
 BO0519'OF THE ROAD AND 2 FEET W OF THE RIGHT-OF-WAY FENCE.  IT IS
 BO0519'STAMPED EXTRA NO 2 1944.
 BO0519'
 BO0519'AZIMUTH MARK IS 66 FEET W OF THE CENTER LINE OF THE ROAD
 BO0519'AND 1 FOOT E OF THE RIGHT-OF-WAY FENCE.  IT IS A BRONZE BENCH-MARK
 BO0519'DISK SET IN AN 8-INCH SQUARE CONCRETE POST PROJECTING ABOUT
 BO0519'6 INCHES ABOVE GROUND.  IT IS STAMPED L 701 1932.
 BO0519'
 BO0519'TO REACH STATION FROM OZONA, GO W ON U.S. HIGHWAY 290 FOR
 BO0519'4.4 MILES TO A T-ROAD LEFT.  TURN LEFT ON THIS DIRT ROAD
 BO0519'AND FOLLOW IT S FOR 6.0 MILES TO THE CROWN OF A SLIGHT RIDGE.
 BO0519'STATION SITE HERE.
 BO0519'
 BO0519'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 BO0519
 BO0519                          STATION RECOVERY (1949)
 BO0519
 BO0519'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0519'STATION RECOVERED BY MAGNOLIA PET CO.
 BO0519'
 BO0519'LETTER OF MR. F.D. TOTZKE, MAGNOLIA PETROLEUM CO., ELDORADO,
 BO0519'TEXAS, DATED 8/8/49--
 BO0519'
 BO0519'THE CONDITION OF THIS STATION AND REFERENCE MARKS WAS GOOD.
 BO0519'THE AZIMUTH MARK WAS NOT VISITED.  DESCRIPTION FOR REACHING
 BO0519'THE STATION IS VERY GOOD.
 BO0519
 BO0519                          STATION RECOVERY (1967)
 BO0519
 BO0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CRH)
 BO0519'STATION MARK DESTROYED.  DUE TO RECENT ROAD REPAIR THE SURFACE
 BO0519'STATION MARKER HAS BEEN REMOVED AND REFERENCE MARKERS DISTRUBED.
 BO0519'UNABLE TO LOCATE ALL MARKERS WITH EXCEPTION OF REFERENCE
 BO0519'MARKER 1 WHICH HAD BEEN REMOVED AND PLACED IN ROW FENCE
 BO0519'LOOSE.  QUITE POSSIBLE THE SUBSURFACE MARKER IS STILL IN PLACE.
 BO0519'
 BO0519'PROCEED W ON HWY 290 FROM COURT HOUSE AT OZONA, CROCKETT COUNTY,
 BO0519'TEXAS TO JUNCTION OF HIGHWAY 290 AND RANCH ROAD 2083.  PROCEED
 BO0519'S ON RANCH ROAD 2083 FOR 6 MILES TO CROWN OF A SLIGHT RIDGE.
 BO0519'
 BO0519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 BO0519'MILES SW OF OZONA.
 BO0519
 BO0519                          STATION RECOVERY (1969)
 BO0519
 BO0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BO0519'STATION SURFACE MARK AND REFERENCE MARK NO. 1 FOUND DESTROYED
 BO0519'BY GRADER OPERATIONS.  REFERENCE MARK NO. 2 WAS FOUND IN GOOD
 BO0519'CONDITION BUT NOT IN ITS ORIGINAL POSITION.  IT APPEARS TO
 BO0519'HAVE BEEN MOVED AT THE TIME THE ROAD RIGHT OF WAY WAS EXTENDED.
 BO0519'BM 701 1932 (AZIMUTH MARK) WAS RECOVERED IN GOOD CONDITION.
 BO0519'
 BO0519'THE UNDERGROUND STATION MARK WAS SEARCHED FOR, BUT WAS NOT
 BO0519'FOUND AND IS BELIEVED DESTROYED BY GRADER OPERATIONS.
 BO0519'
 BO0519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MI.
 BO0519'SW OF OZONA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0645 ***********************************************************************
 DP0645  DESIGNATION -  EXTRA ET
 DP0645  PID         -  DP0645
 DP0645  STATE/COUNTY-  TX/LYNN
 DP0645  USGS QUAD   -  TAHOKA SW (1969)
 DP0645
 DP0645                         *CURRENT SURVEY CONTROL
 DP0645  ___________________________________________________________________
 DP0645* NAD 83(1993)-  33 05 37.42382(N)    101 55 45.98626(W)     ADJUSTED  
 DP0645* NAVD 88     -       955.9    (meters)    3136.     (feet)  VERTCON   
 DP0645  ___________________________________________________________________
 DP0645  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 DP0645  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 DP0645
 DP0645  HORZ ORDER  -  SECOND
 DP0645
 DP0645.The horizontal coordinates were established by classical geodetic methods
 DP0645.and adjusted by the National Geodetic Survey in February 1996..
 DP0645
 DP0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0645
 DP0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0645
 DP0645.The geoid height was determined by GEOID03.
 DP0645
 DP0645;                    North         East     Units Scale Factor Converg.
 DP0645;SPC TXNC     - 2,163,471.105   279,944.593   MT  0.99987289   -1 52 13.4
 DP0645;SPC TXNC     - 7,097,988.12    918,451.55   sFT  0.99987289   -1 52 13.4
 DP0645;UTM  14      - 3,665,496.239   226,585.113   MT  1.00052182   -1 36 01.8
 DP0645;UTM  13      - 3,665,873.280   786,591.000   MT  1.00061282   +1 40 39.7
 DP0645
 DP0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0645!SPC TXNC     -   0.99985376  x   0.99987289  =   0.99972666
 DP0645!UTM  14      -   0.99985376  x   1.00052182  =   1.00037550
 DP0645!UTM  13      -   0.99985376  x   1.00061282  =   1.00046649
 DP0645
 DP0645|---------------------------------------------------------------------|
 DP0645| PID    Reference Object                     Distance      Geod. Az  |
 DP0645|                                                           dddmmss.s |
 DP0645| CJ6314 EXTRA ET RM 1                        12.833 METERS 05338     |
 DP0645| CJ6315 EXTRA ET RM 2                        17.595 METERS 30642     |
 DP0645| DP0650 PHONE ET                            APPROX. 8.7 KM 3383932.7 |
 DP0645|---------------------------------------------------------------------|
 DP0645
 DP0645                          SUPERSEDED SURVEY CONTROL
 DP0645
 DP0645  NAD 83(1986)-  33 05 37.43203(N)    101 55 45.97828(W) AD(       ) 2
 DP0645  NAD 27      -  33 05 37.09874(N)    101 55 44.39541(W) AD(       ) 2
 DP0645  NGVD 29 (07/19/86)  955.5    (m)         3135.     (f) VERT ANG       
 DP0645
 DP0645.Superseded values are not recommended for survey control.
 DP0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0645.See file dsdata.txt to determine how the superseded data were derived.
 DP0645
 DP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB2658565496(NAD 83)
 DP0645_MARKER: DD = SURVEY DISK
 DP0645_SETTING: 0 = UNSPECIFIED SETTING
 DP0645
 DP0645  HISTORY     - Date     Condition        Report By
 DP0645  HISTORY     - 1968     MONUMENTED       USGS
 DP0645  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 DP0645
 DP0645                          STATION DESCRIPTION
 DP0645
 DP0645'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DP0645'THE STATION IS LOCATED SOUTH 58 DEG WEST ABOUT 9.0 MILES AIRLINE
 DP0645'FROM TAHOKA, TEXAS, ON A TRIANGLE OF LAND FORMED BY A OFFSET ROAD
 DP0645'INTERSECTION.
 DP0645'
 DP0645'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 380 IN TAHOKA,
 DP0645'GO 6.7 MILES WEST ON HIGHWAY 380 TO A SURFACED ROAD, TURN LEFT
 DP0645'AND GO 5.0 MILES SOUTH ON A SURFACED ROAD TO A X-RDS., TURN RIGHT
 DP0645'AND GO 1.0 MILE WEST TO STATION SITE ON THE LEFT.  THE STATION
 DP0645'IS ABOUT 70 FEET WEST OF ROAD SOUTH AND 50 FEET NORTH OF ROAD
 DP0645'WEST.  THE STATION IS 29 FEET SOUTHEAST NORMAL FROM THE OFFSET
 DP0645'EAST-WEST ROAD AND 5 FEET NORTH OF A USGS WITNESS SIGN MOUNTED
 DP0645'ON A METAL POST.
 DP0645'
 DP0645'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DP0645'DRIVEN TO REFUSAL (10.5 FEET), CENTERED IN AN ORANGEBURG TILE, 6
 DP0645'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 DP0645'IS FLUSH WITH THE GROUND AND IS STAMPED EXTRA ET 1968.
 DP0645'
 DP0645'REFERENCE MARK NO. 1--THE REFERENCE MARK IS AT THE NORTH POINT
 DP0645'OF THE TRIANGLE.  A USGS BRONZE REFERENCE MARK TABLET CRIMPED TO A
 DP0645'COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 DP0645'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED
 DP0645'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 DP0645'EXTRA ET 1968 - 1.
 DP0645'
 DP0645'REFERENCE MARK NO. 2--THE REFERENCE MARK IS NORTH OF THE OFFSET
 DP0645'EAST-WEST ROAD OPPOSITE THE TRIANGLE.  A USGS BRONZE REFERENCE
 DP0645'MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10
 DP0645'FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 DP0645'INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 DP0645'GROUND AND IS STAMPED EXTRA ET 1968 - 2.
 DP0645'
 DP0645'THE DISTANCE BETWEEN REFERENCE MARK IS 80.82 FEET (24.633 METERS).
 DP0645'
 DP0645'STATION PHONE ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE
 DP0645'AS THE AZIMUTH MARK.
 DP0645
 DP0645                          STATION RECOVERY (1984)
 DP0645
 DP0645'RECOVERY NOTE BY US POWER SQUADRON 1984 (TKF)
 DP0645'THOROUGH SEARCH FAILED TO LOCATE STATION MARK, REFERENCE MARKS OR
 DP0645'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1358 ***********************************************************************
 GL1358  DESIGNATION -  EXUM
 GL1358  PID         -  GL1358
 GL1358  STATE/COUNTY-  TX/HARTLEY
 GL1358  USGS QUAD   -  EXUM (1965)
 GL1358
 GL1358                         *CURRENT SURVEY CONTROL
 GL1358  ___________________________________________________________________
 GL1358* NAD 83(1993)-  36 01 34.49823(N)    102 11 38.96727(W)     ADJUSTED  
 GL1358* NAVD 88     -      1164.     (meters)    3819.     (feet)  VERTCON   
 GL1358  ___________________________________________________________________
 GL1358  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 GL1358  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 GL1358
 GL1358  HORZ ORDER  -  THIRD
 GL1358
 GL1358.The horizontal coordinates were established by classical geodetic methods
 GL1358.and adjusted by the National Geodetic Survey in February 1996..
 GL1358
 GL1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1358
 GL1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1358
 GL1358.The geoid height was determined by GEOID03.
 GL1358
 GL1358;                    North         East     Units Scale Factor Converg.
 GL1358;SPC TX N     - 1,225,010.639   137,435.511   MT  0.99996713   -0 24 08.2
 GL1358;SPC TX N     - 4,019,055.74    450,903.01   sFT  0.99996713   -0 24 08.2
 GL1358;UTM  13      - 3,990,502.722   752,831.480   MT  1.00038773   +1 39 04.1
 GL1358
 GL1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1358!SPC TX N     -   0.99982143  x   0.99996713  =   0.99978857
 GL1358!UTM  13      -   0.99982143  x   1.00038773  =   1.00020909
 GL1358
 GL1358|---------------------------------------------------------------------|
 GL1358| PID    Reference Object                     Distance      Geod. Az  |
 GL1358|                                                           dddmmss.s |
 GL1358| CM8052 EXUM RM 1                            15.241 METERS 09207     |
 GL1358| GL1362 WILCO RR SID C H KUPER CO ELEV      APPROX. 9.1 KM 2702014.7 |
 GL1358| CM8051 EXUM AZ MK                                         2760341.7 |
 GL1358| CM8053 EXUM RM 2                            28.143 METERS 31600     |
 GL1358|---------------------------------------------------------------------|
 GL1358
 GL1358                          SUPERSEDED SURVEY CONTROL
 GL1358
 GL1358  NAD 83(1993)-  36 01 34.49742(N)    102 11 38.96880(W) AD(       ) 3
 GL1358  NAD 83(1986)-  36 01 34.50639(N)    102 11 38.95955(W) AD(       ) 3
 GL1358  NAD 27      -  36 01 34.37800(N)    102 11 37.29700(W) AD(       ) 3
 GL1358  NGVD 29 (07/19/86) 1163.     (m)         3816.     (f) VERT ANG       
 GL1358
 GL1358.Superseded values are not recommended for survey control.
 GL1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1358.See file dsdata.txt to determine how the superseded data were derived.
 GL1358
 GL1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5283190503(NAD 83)
 GL1358_MARKER: DS = TRIANGULATION STATION DISK
 GL1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1358_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1358
 GL1358  HISTORY     - Date     Condition        Report By
 GL1358  HISTORY     - 1953     MONUMENTED       CGS
 GL1358  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL1358
 GL1358                          STATION DESCRIPTION
 GL1358
 GL1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1358'THE STATION IS LOCATED ALONG THE NORTH SIDE OF THE CHICAGO
 GL1358'ROCK ISLAND AND PACIFIC RAILROAD AND JUST EAST OF EXUM SIDING,
 GL1358'ABOUT 19 MILES EAST SOUTHEAST OF DALHART, 10-1/2 MILES WEST
 GL1358'OF ETTER, 48 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 GL1358'TRACKS, 44 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 GL1358'DIRT ROAD AND 36.5 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 GL1358'DIRT ROAD.
 GL1358'
 GL1358'TO REACH FROM THE JUNCTION OF FARM ROAD 297 AND U.S. HIGHWAYS
 GL1358'87 AND 54, IN DALHART, GO EAST, ON FARM ROAD 297, FOR 11.1
 GL1358'MILES TO CROSS ROADS.  TURN RIGHT, AND GO SOUTH, ON GRAVELED
 GL1358'ROAD 1.6 MILES TO FORKS.  TURN LEFT, AND GO EASTERLY 7.8
 GL1358'MILES TO A WIRE GATE ON NORTH SIDE OF ROAD AND THE AZIMUTH
 GL1358'MARK.  CONTINUE EASTERLY 0.5 MILES TO CROSS ROADS AND THE
 GL1358'STATION.
 GL1358'
 GL1358'THE STATION MARK IS A STANDARD DISK, STAMPED EXUM 1953, SET
 GL1358'IN THE TOP OF A ROUND CONCRETE MOUNMENT 12 INCHES IN DIAMETER
 GL1358'WHICH PROJECTS ABOUT 3 INCHES.
 GL1358'
 GL1358'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED EXUM NO
 GL1358'1 1953, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 GL1358'IN DIAMETER WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE
 GL1358'SAME ELEVATION AS THE STATION.  IT IS LOCATED 36 FEET SOUTH OF
 GL1358'THE CENTERLINE OF THE EAST-WEST DIRT ROAD.
 GL1358'
 GL1358'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED EXUM NO
 GL1358'2 1953, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 GL1358'IN DIAMETER WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE
 GL1358'SAME ELEVATION AS THE STATION.  IT IS LOCATED 54 FEET WEST
 GL1358'NORTHWEST OF THE CENTER OF INTERSECTION OF THE NORTH-SOUTH AND
 GL1358'EAST-WEST DIRT ROADS.
 GL1358'
 GL1358'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EXUM 1953, SET
 GL1358'IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 GL1358'DIAMETER WHICH PROJECTS ABOUT 3 INCHES.  IT IS LOCATED 42 FEET
 GL1358'NORTH OF THE CENTERLINE OF THE EAST-WEST DIRT ROAD AND 3 FEET
 GL1358'EAST SOUTHEAST OF THE EAST GATE POST.
 GL1358
 GL1358                          STATION RECOVERY (1965)
 GL1358
 GL1358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL1358'STATION NOT FOUND.  STATION EITHER DESTROYED OR BURIED BY
 GL1358'PIPELINE CONSTRUCTION.  AZIMUTH MARK NOT FOUND.
 GL1358'
 GL1358'REFERENCE MARKS 1 AND 2 WERE FOUND O.K.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1206 ***********************************************************************
 DM1206  DESIGNATION -  EYLAU
 DM1206  PID         -  DM1206
 DM1206  STATE/COUNTY-  TX/BOWIE
 DM1206  USGS QUAD   -  TEXARKANA (1975)
 DM1206
 DM1206                         *CURRENT SURVEY CONTROL
 DM1206  ___________________________________________________________________
 DM1206* NAD 83(1993)-  33 22 46.35170(N)    094 06 59.02036(W)     ADJUSTED  
 DM1206* NAVD 88     -        97.     (meters)     318.     (feet)  SCALED    
 DM1206  ___________________________________________________________________
 DM1206  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DM1206  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM1206
 DM1206  HORZ ORDER  -  SECOND
 DM1206
 DM1206.The horizontal coordinates were established by classical geodetic methods
 DM1206.and adjusted by the National Geodetic Survey in September 1999..
 DM1206
 DM1206.The orthometric height was scaled from a topographic map.
 DM1206
 DM1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1206
 DM1206.The geoid height was determined by GEOID03.
 DM1206
 DM1206;                    North         East     Units Scale Factor Converg.
 DM1206;SPC TXNC     - 2,198,450.003 1,007,735.401   MT  0.99988894   +2 23 26.9
 DM1206;SPC TXNC     - 7,212,748.05  3,306,211.89   sFT  0.99988894   +2 23 26.9
 DM1206;SPC AR S     -   481,103.206   203,084.600   MT  0.99998332   -1 11 04.3
 DM1206;SPC AR S     - 1,578,419.44    666,286.73   sFT  0.99998332   -1 11 04.3
 DM1206;UTM  15      - 3,693,920.954   396,157.265   MT  0.99973295   -0 36 51.4
 DM1206
 DM1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1206!SPC TXNC     -   0.99998899  x   0.99988894  =   0.99987793
 DM1206!SPC AR S     -   0.99998899  x   0.99998332  =   0.99997231
 DM1206!UTM  15      -   0.99998899  x   0.99973295  =   0.99972194
 DM1206
 DM1206|---------------------------------------------------------------------|
 DM1206| PID    Reference Object                     Distance      Geod. Az  |
 DM1206|                                                           dddmmss.s |
 DM1206| CX5784 EYLAU RM 3                           59.720 METERS 03805     |
 DM1206| DM1202 TEXARKANA FED COMP AND WHSE TK      APPROX. 7.2 KM 0553854.8 |
 DM1206| CX5783 EYLAU RM 2                           23.005 METERS 06513     |
 DM1206| DM1211 ALAMO                               APPROX.13.9 KM 1691319.4 |
 DM1206| DM1193 EYLAU SCHOOL FLAGPOLE                64.313 METERS 29538     |
 DM1206| DM1242 RED RIVER ARSENAL CEN WATER TK      APPROX.18.6 KM 2961751.7 |
 DM1206| DM1218 RED RIVER ARSENAL E WATER TANK      APPROX.12.2 KM 3140528.5 |
 DM1206| CX5782 EYLAU RM 1                           23.600 METERS 33056     |
 DM1206| CX5781 EYLAU AZ MK                                        3535325.2 |
 DM1206|---------------------------------------------------------------------|
 DM1206
 DM1206                          SUPERSEDED SURVEY CONTROL
 DM1206
 DM1206  NAD 83(1993)-  33 22 46.35600(N)    094 06 59.01720(W) AD(       ) 2
 DM1206  NAD 83(1993)-  33 22 46.35611(N)    094 06 59.01377(W) AD(       ) 2
 DM1206  NAD 83(1986)-  33 22 46.35811(N)    094 06 59.00788(W) AD(       ) 2
 DM1206  NAD 27      -  33 22 45.90700(N)    094 06 58.32300(W) AD(       ) 2
 DM1206
 DM1206.Superseded values are not recommended for survey control.
 DM1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1206.See file dsdata.txt to determine how the superseded data were derived.
 DM1206
 DM1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9615793921(NAD 83)
 DM1206_MARKER: DS = TRIANGULATION STATION DISK
 DM1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1206_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DM1206
 DM1206  HISTORY     - Date     Condition        Report By
 DM1206  HISTORY     - 1951     MONUMENTED       CGS
 DM1206  HISTORY     - 1951     GOOD             CGS
 DM1206  HISTORY     - 1956     GOOD             CGS
 DM1206  HISTORY     - 1967     GOOD             BGAS
 DM1206  HISTORY     - 1968     GOOD             CGS
 DM1206  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1206
 DM1206                          STATION DESCRIPTION
 DM1206
 DM1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1206'THE STATION IS LOCATED 5.2 MILES SOUTHWEST OF TEXARKANA
 DM1206'IN THE SMALL VILLAGE OF EYLAU, AND ON THE EASTERN EDGE OF
 DM1206'THE EYLAU PUBLIC SCHOOL GROUNDS.  IT IS 211.00 FEET SOUTHEAST
 DM1206'OF THE SCHOOL FLAGPOLE, 105 FEET WEST OF THE APPROXIMATE
 DM1206'CENTER OF U.S. HIGHWAY 59, AND 65 FEET NORTH OF THE APPROXIMATE
 DM1206'CENTER OF A GRAVELED ROAD.
 DM1206'
 DM1206'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK
 DM1206'IS STAMPED EYLAU 1951.
 DM1206'
 DM1206'REFERENCE MARK NO. 1 IS 155 FEET EAST OF THE SCHOOL FLAGPOLE.
 DM1206'IT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED EYLAU NO
 DM1206'1 1951.
 DM1206'
 DM1206'REFERENCE MARK NO. 2 IS 63 FEET WEST OF THE APPROXIMATE
 DM1206'CENTER OF U.S. HIGHWAY 59, AND 23 FEET NORTHWEST OF POWER
 DM1206'POLE NO. 3706.  IT IS FLUSH WITH THE GROUND, AND THE DISK
 DM1206'IS STAMPED EYLAU NO 2 1951.
 DM1206'
 DM1206'THE EYLAU SCHOOL FLAGPOLE IS 211.00 FEET NORTHWEST OF THE
 DM1206'STATION.  IT IS A ROUND IRON POLE ABOUT 50 FEET HIGH, AND
 DM1206'ABOUT 6-INCHES IN DIAMETER AT THE BASE.  THE BASE OF THE
 DM1206'POLE WAS THE POINT INTERSECTED.
 DM1206'
 DM1206'THE AZIMUTH MARK IS 36 FEET SOUTH OF POWER POLE NO. 4377,
 DM1206'18 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 DM1206'AND 3 FEET EAST OF A FENCE CORNER.  IT PROJECTS 12 INCHES,
 DM1206'AND THE DISK IS STAMPED EYLAU 1951.
 DM1206'
 DM1206'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST
 DM1206'ON U.S. HIGHWAY 59 FOR 0.35 MILE TO A SIDE ROAD LEFT AND
 DM1206'SIGN, TEXARKANA GUN CLUB.  HERE TURN LEFT AND GO 0.3 MILE TO
 DM1206'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 DM1206'
 DM1206'THE STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 DM1206'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 DM1206'
 DM1206'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1206
 DM1206                          STATION RECOVERY (1951)
 DM1206
 DM1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FRG)
 DM1206'THE STATION WAS RECOVERED AS DESCRIBED BY V.R.S. IN 1951 AND
 DM1206'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DIRECTION
 DM1206'AND DISTANCE TO THE REFERENCE MARKS WAS CHECKED.  THE DIRECTION
 DM1206'TO THE AZIMUTH MARK WAS NOT TAKEN.  THE ORIGINAL DESCRIPTION
 DM1206'IS ADEQUATE.
 DM1206'
 DM1206'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DM1206
 DM1206                          STATION RECOVERY (1956)
 DM1206
 DM1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1206'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND AZIMUTH MARK
 DM1206'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1206'FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1206
 DM1206                          STATION RECOVERY (1967)
 DM1206
 DM1206'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DM1206'EYLAU 1951-GOOD
 DM1206'
 DM1206'EYLAU NO 1 1951-GOOD
 DM1206'
 DM1206'EYLAU NO 2 1951-NOT RECOVERED
 DM1206'
 DM1206'EYLAU 1951 1951 (AZ MK)-DESTROYED
 DM1206'
 DM1206'EYLAU, EYLAU FLAGPOLE-GOOD
 DM1206'
 DM1206'THE STATION WAS VISITED AND THE STATION AND R.M. 1 WERE
 DM1206'FOUND IN GOOD CONDITION.  THE HIGHWAY HAS BEEN WIDENED AND
 DM1206'IT APPEARS R.M. 2 WAS DESTROYED AT THIS TIME.  THE AZIMUTH
 DM1206'MARK WAS FOUND LYING ON TOP OF A BANK.  THE SCHOOL FLAGPOLE
 DM1206'REMAINS THE SAME AS IN 1951.
 DM1206'
 DM1206'DISTANCES AND DIRECTIONS FOR RECOVERING THE STATION ARE
 DM1206'ADEQUATE.
 DM1206
 DM1206                          STATION RECOVERY (1968)
 DM1206
 DM1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DM1206'STATION MARK, REFERENCE MARK 1 AND THE FLAGPOLE WERE FOUND
 DM1206'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND UPROOTED BY
 DM1206'ROAD DITCHING AND THE DISK WAS SALVAGED.  REFERENCE MARK
 DM1206'2 WAS NOT FOUND AND IS ASSUMED EITHER COVERED OR DESTROYED BY ROAD
 DM1206'CONSTRUCTION.  A REFERENCE MARK 3 WAS SET.  NO OBJECT VISIBLE
 DM1206'FROM THE GROUND TO SET AN AZIMUTH MARK BY.
 DM1206'
 DM1206'A COMPLETE DESCRIPTION IS AS FOLLOWS--STATION IS 5 MILES
 DM1206'SOUTHWEST OF TEXARKANA, IN THE SMALL SETTLEMENT OF EYLAU
 DM1206'NEAR THE EYLAU PUBLIC SCHOOL.
 DM1206'
 DM1206'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DM1206'67 AND 59 (LAKE DRIVE AND SEVENTH STREET) IN THE WEST PART
 DM1206'OF TEXARKANA, GO SOUTHERLY ON HIGHWAY 59 FOR 4.9 MILES TO
 DM1206'THE SOUTHWEST 1 OF 2 ENTRANCES TO THE EYLAU PUBLIC SCHOOL
 DM1206'AND THE STATION ON THE RIGHT.
 DM1206'
 DM1206'STATION MARK, A STANDARD DISK STAMPED EYLAU 1951, SET IN
 DM1206'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER FLUSH
 DM1206'WITH THE SURFACE OF THE GROUND.  IT IS 90 FEET NORTHEAST
 DM1206'OF THE CENTERLINE OF THE SOUTHWEST ENTRANCE TO THE SCHOOL,
 DM1206'60 FEET NORTHWEST OF THE SOUTHWEST BOUND LANE OF HIGHWAY
 DM1206'59, 29 FEET NORTHEAST OF POWER POLE NO. 21027 AND 5 FEET
 DM1206'SOUTHEAST OF A NORTHEAST-SOUTHWEST ROW OF PINE TREES.
 DM1206'
 DM1206'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED EYLAU NO
 DM1206'1 1951, SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 DM1206'DIAMETER FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 129
 DM1206'FEET NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 DM1206'LANE OF THE HIGHWAY AND 64 FEET NORTHWEST OF THE ROW OF PINE
 DM1206'TREES.
 DM1206'
 DM1206'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED EYLAU 1951
 DM1206'NO 3 1968, SET IN A DRILL HOLE IN A CONCRETE HEADWALL ON THE
 DM1206'SOUTH SIDE OF THE NORTHEAST DRIVEWAY TO THE SCHOOL.  IT IS
 DM1206'45 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 DM1206'LANE OF THE HIGHWAY, 24 FEET SOUTHWEST OF THE CENTERLINE
 DM1206'OF THE DRIVEWAY AND 14 FEET SOUTH OF POWER POLE NO. 21028.
 DM1206'
 DM1206'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DM1206'
 DM1206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 DM1206'SOUTHWEST OF TEXARKANA
 DM1206
 DM1206                          STATION RECOVERY (1997)
 DM1206
 DM1206'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1193 ***********************************************************************
 DM1193  DESIGNATION -  EYLAU SCHOOL FLAGPOLE
 DM1193  PID         -  DM1193
 DM1193  STATE/COUNTY-  TX/BOWIE
 DM1193  USGS QUAD   -  TEXARKANA (1975)
 DM1193
 DM1193                         *CURRENT SURVEY CONTROL
 DM1193  ___________________________________________________________________
 DM1193* NAD 83(1993)-  33 22 47.25466(N)    094 07 01.26373(W)     ADJUSTED  
 DM1193* NAVD 88     -                                                        
 DM1193  ___________________________________________________________________
 DM1193  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DM1193  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM1193
 DM1193  HORZ ORDER  -  THIRD
 DM1193
 DM1193.The horizontal coordinates were established by classical geodetic methods
 DM1193.and adjusted by the National Geodetic Survey in September 1999..
 DM1193
 DM1193
 DM1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1193
 DM1193.The geoid height was determined by GEOID03.
 DM1193
 DM1193;                    North         East     Units Scale Factor Converg.
 DM1193;SPC TXNC     - 2,198,475.377 1,007,676.312   MT  0.99988897   +2 23 25.6
 DM1193;SPC TXNC     - 7,212,831.30  3,306,018.03   sFT  0.99988897   +2 23 25.6
 DM1193;SPC AR S     -   481,132.218   203,027.203   MT  0.99998327   -1 11 05.6
 DM1193;SPC AR S     - 1,578,514.62    666,098.42   sFT  0.99998327   -1 11 05.6
 DM1193;UTM  15      - 3,693,949.386   396,099.597   MT  0.99973309   -0 36 52.6
 DM1193
 DM1193                          SUPERSEDED SURVEY CONTROL
 DM1193
 DM1193  NAD 83(1993)-  33 22 47.25897(N)    094 07 01.26057(W) AD(       ) 4
 DM1193  NAD 83(1993)-  33 22 47.25907(N)    094 07 01.25714(W) AD(       ) 4
 DM1193  NAD 83(1986)-  33 22 47.26107(N)    094 07 01.25124(W) AD(       ) 4
 DM1193  NAD 27      -  33 22 46.81000(N)    094 07 00.56600(W) AD(       ) 3
 DM1193
 DM1193.Superseded values are not recommended for survey control.
 DM1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1193.See file dsdata.txt to determine how the superseded data were derived.
 DM1193
 DM1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9610093949(NAD 83)
 DM1193_MARKER: 62 = FLAGPOLE
 DM1193
 DM1193  HISTORY     - Date     Condition        Report By
 DM1193  HISTORY     - 1951     FIRST OBSERVED   CGS
 DM1193  HISTORY     - 19971025 GOOD             USPSQD
 DM1193
 DM1193                          STATION DESCRIPTION
 DM1193
 DM1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DM1193'SEE STATION EYLAU
 DM1193
 DM1193                          STATION RECOVERY (1997)
 DM1193
 DM1193'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6274 ***********************************************************************
 AC6274  SACS        -  This is a Secondary Airport Control Station.
 AC6274  DESIGNATION -  EYQ A
 AC6274  PID         -  AC6274
 AC6274  STATE/COUNTY-  TX/HARRIS
 AC6274  USGS QUAD   -  CYPRESS (1995)
 AC6274
 AC6274                         *CURRENT SURVEY CONTROL
 AC6274  ___________________________________________________________________
 AC6274* NAD 83(1993)-  29 56 06.27331(N)    095 38 42.23295(W)     ADJUSTED  
 AC6274* NAVD 88     -        41.59   (meters)     136.4    (feet)  GPS OBS   
 AC6274  ___________________________________________________________________
 AC6274  X           -    -544,145.335 (meters)                     COMP
 AC6274  Y           -  -5,505,036.080 (meters)                     COMP
 AC6274  Z           -   3,164,145.946 (meters)                     COMP
 AC6274  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AC6274  ELLIP HEIGHT-          14.02  (meters)          (02/02/01) GPS OBS
 AC6274  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AC6274
 AC6274  HORZ ORDER  -  FIRST
 AC6274  ELLP ORDER  -  FOURTH    CLASS II
 AC6274
 AC6274.This mark is at Weiser Air Park (EYQ)  (EYQ)
 AC6274
 AC6274.The horizontal coordinates were established by GPS observations
 AC6274.and adjusted by the National Geodetic Survey in February 1997..
 AC6274
 AC6274.The orthometric height was determined by GPS observations and a
 AC6274.high-resolution geoid model.
 AC6274
 AC6274.GPS derived orthometric heights for airport stations designated as
 AC6274.PACS or SACS are published to 2 decimal places.  This maintains
 AC6274.centimeter relative accuracy between the PACS and SACS.  It does
 AC6274.not indicate centimeter accuracy relative to other marks which are
 AC6274.part of the NAVD 88 network.
 AC6274
 AC6274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6274
 AC6274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6274
 AC6274.The ellipsoidal height was determined by GPS observations
 AC6274.and is referenced to NAD 83.
 AC6274
 AC6274.The geoid height was determined by GEOID03.
 AC6274
 AC6274;                    North         East     Units Scale Factor Converg.
 AC6274;SPC TXSC     - 4,237,577.945   923,844.727   MT  0.99991794   +1 38 37.1
 AC6274;SPC TXSC     -13,902,786.97  3,030,980.58   sFT  0.99991794   +1 38 37.1
 AC6274;UTM  15      - 3,314,533.552   244,677.881   MT  1.00040437   -1 19 14.3
 AC6274
 AC6274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6274!SPC TXSC     -   0.99999780  x   0.99991794  =   0.99991574
 AC6274!UTM  15      -   0.99999780  x   1.00040437  =   1.00040217
 AC6274
 AC6274                          SUPERSEDED SURVEY CONTROL
 AC6274
 AC6274  ELLIP H (02/28/97)   14.17   (m)                       GP(       ) 4 2
 AC6274
 AC6274.Superseded values are not recommended for survey control.
 AC6274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6274.See file dsdata.txt to determine how the superseded data were derived.
 AC6274
 AC6274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4467814534(NAD 83)
 AC6274_MARKER: I = METAL ROD
 AC6274_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6274_STAMPING: EYQ A 1995
 AC6274_MARK LOGO: NGS   
 AC6274_PROJECTION: FLUSH
 AC6274_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6274+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6274_ROD/PIPE-DEPTH: 10.8 meters
 AC6274_SLEEVE-DEPTH  : 0.90 meters
 AC6274
 AC6274  HISTORY     - Date     Condition        Report By
 AC6274  HISTORY     - 1995     MONUMENTED       NGS
 AC6274
 AC6274                          STATION DESCRIPTION
 AC6274
 AC6274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6274'THE STATION IS LOCATED ABOUT 25 KM (15.55 MI) NORTHWEST OF HOUSTON, 3
 AC6274'KM (1.85 MI) NORTHWEST OF THE JUNCTION OF U.S.  HIGHWAY 290 AND STATE
 AC6274'HIGHWAY 6, AT THE WEISER AIRPARK, ON THE NORTH EDGE OF LOW BRUSH ALONG
 AC6274'RUNWAY END 9, AND IN LINE WITH THE RUNWAY END. OWNERSHIP--WEISER
 AC6274'AIRPARK.  AIRPORT OWNER AND MANAGER IS CECIL WEISER, 10818
 AC6274'HUFFMEISTER, HOUSTON, TX 77065.  PHONE 713-469-6224 OR 713-469-3227.
 AC6274'STOP AT THE ARPT OFFICE BEFORE OCCUPYING THIS STATION. TO REACH FROM
 AC6274'THE OVERPASS AT THE JUNCTION OF STATE HIGHWAY 6 AND U.S.  HIGHWAY 290
 AC6274'ABOUT 22 KM (13.65 MI) NORTHWEST OF HOUSTON, GO NORTHWEST ON HIGHWAY
 AC6274'290 FOR 3.2 KM (2.00 MI) TO AN EXIT RAMP ON THE RIGHT (TELGE ROAD) .
 AC6274'BEAR RIGHT, NORTHWEST, ON THE RAMP FOR 0.32 KM (0.20 MI) TO TH
 AC6274'EAIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTHEASTERLY, ON THE
 AC6274'ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO THE OFFICE ON THE LEFT.
 AC6274'CONTINUE NORTHEAST ON THE ROAD FOR 0.07 KM (0.05 MI) TO A PAVED ROAD
 AC6274'LEFT JUST PAST A HANGAR.  TURN LEFT, NORTH, FOR 0.10 KM (0.05 MI) TO
 AC6274'THE RUNWAY.  TURN LEFT, WEST, ALONG THE RUNWAY FOR 0.25 KM (0.15 MI)
 AC6274'TO THE RUNWAY END AND THE STATION ON THE LEFT. THE STATION IS A PUNCH
 AC6274'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 AC6274'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AC6274'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 16.6 M (54.5
 AC6274'FT) SOUTH OF THE CENTER OF THE RUNWAY, 10.9 M (35.8 FT) SOUTHSOUTHWEST
 AC6274'OF THE SOUTHERN MOST THRESHOLD LIGHT, 10.4 M (34.1 FT) SOUTH OF THE
 AC6274'SOUTHWEST CORNER OF THE RUNWAY, 3.1 M (10.2 FT) NORTHEAST OF THE
 AC6274'NORTHEAST CORNER OF THE RUNWAY, AND 0.6 M (2.0 FT) NORTH OF A WITNESS
 AC6274'POST.  MARK IS A SACS. DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3202 ***********************************************************************
 AB3202  PACS        -  This is a Primary Airport Control Station.
 AB3202  DESIGNATION -  EYQ B
 AB3202  PID         -  AB3202
 AB3202  STATE/COUNTY-  TX/HARRIS
 AB3202  USGS QUAD   -  CYPRESS (1995)
 AB3202
 AB3202                         *CURRENT SURVEY CONTROL
 AB3202  ___________________________________________________________________
 AB3202* NAD 83(1993)-  29 56 06.10002(N)    095 38 19.81183(W)     ADJUSTED  
 AB3202* NAVD 88     -        41.23   (meters)     135.3    (feet)  GPS OBS   
 AB3202  ___________________________________________________________________
 AB3202  X           -    -543,547.162 (meters)                     COMP
 AB3202  Y           -  -5,505,097.545 (meters)                     COMP
 AB3202  Z           -   3,164,141.147 (meters)                     COMP
 AB3202  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AB3202  ELLIP HEIGHT-          13.67  (meters)          (10/24/00) GPS OBS
 AB3202  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AB3202
 AB3202  HORZ ORDER  -  B
 AB3202  ELLP ORDER  -  FOURTH    CLASS II
 AB3202
 AB3202.This mark is at Weiser Air Park (EYQ)  (EYQ)
 AB3202
 AB3202.The horizontal coordinates were established by GPS observations
 AB3202.and adjusted by the National Geodetic Survey in February 1996..
 AB3202
 AB3202.The orthometric height was determined by GPS observations and a
 AB3202.high-resolution geoid model.
 AB3202
 AB3202.GPS derived orthometric heights for airport stations designated as
 AB3202.PACS or SACS are published to 2 decimal places.  This maintains
 AB3202.centimeter relative accuracy between the PACS and SACS.  It does
 AB3202.not indicate centimeter accuracy relative to other marks which are
 AB3202.part of the NAVD 88 network.
 AB3202
 AB3202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3202
 AB3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3202
 AB3202.The ellipsoidal height was determined by GPS observations
 AB3202.and is referenced to NAD 83.
 AB3202
 AB3202.The geoid height was determined by GEOID03.
 AB3202
 AB3202;                    North         East     Units Scale Factor Converg.
 AB3202;SPC TXSC     - 4,237,589.874   924,445.899   MT  0.99991793   +1 38 48.0
 AB3202;SPC TXSC     -13,902,826.11  3,032,952.92   sFT  0.99991793   +1 38 48.0
 AB3202;UTM  15      - 3,314,514.367   245,279.156   MT  1.00040059   -1 19 03.1
 AB3202
 AB3202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3202!SPC TXSC     -   0.99999785  x   0.99991793  =   0.99991578
 AB3202!UTM  15      -   0.99999785  x   1.00040059  =   1.00039844
 AB3202
 AB3202:                Primary Azimuth Mark                     Grid Az
 AB3202:SPC TXSC     -  EYQ C                                    088 33 47.1
 AB3202:UTM  15      -  EYQ C                                    091 31 38.2
 AB3202
 AB3202|---------------------------------------------------------------------|
 AB3202| PID    Reference Object                     Distance      Geod. Az  |
 AB3202|                                                           dddmmss.s |
 AB3202| AC6275 EYQ C                               452.168 METERS 0901235.1 |
 AB3202|---------------------------------------------------------------------|
 AB3202
 AB3202                          SUPERSEDED SURVEY CONTROL
 AB3202
 AB3202  ELLIP H (02/20/96)   13.82   (m)                       GP(       ) 3 2
 AB3202
 AB3202.Superseded values are not recommended for survey control.
 AB3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3202.See file dsdata.txt to determine how the superseded data were derived.
 AB3202
 AB3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4527914514(NAD 83)
 AB3202_MARKER: I = METAL ROD
 AB3202_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3202_STAMPING: EYQ B 1995
 AB3202_MARK LOGO: NGS   
 AB3202_PROJECTION: FLUSH
 AB3202_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3202+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3202_ROD/PIPE-DEPTH: 4.95 meters
 AB3202_SLEEVE-DEPTH  : 0.90 meters
 AB3202
 AB3202  HISTORY     - Date     Condition        Report By
 AB3202  HISTORY     - 1995     MONUMENTED       NGS
 AB3202
 AB3202                          STATION DESCRIPTION
 AB3202
 AB3202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB3202'THE STATION IS LOCATED ABOUT 25 KM (15.55 MI) NORTHWEST OF HOUSTON, 3
 AB3202'KM (1.85 MI) NORTHWEST OF THE JUNCTION OF U.S.  HIGHWAY 290 AND STATE
 AB3202'HIGHWAY 6, AT THE WEISER AIRPARK, ON THE NORTH EDGE OF LOW BRUSH IN
 AB3202'THE SOUTHWEST QUADRANT OF THE JUNCTION OF PAVED RUNWAY 9-27 AND GRASS
 AB3202'RUNWAY 16-34.  OWNERSHIP--WEISER AIRPARK.  AIRPORT OWNER AND MANAGER
 AB3202'IS CECIL WEISER, 10818 HUFFMEISTER, HOUSTON, TX 77065.  PHONE
 AB3202'713-469-6224 OR 713-469-3227.  STOP AT THE AIRPORT OFFICE BEFORE
 AB3202'OCCUPYING THIS STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 AB3202'STATE HIGHWAY 6 AND U.S.  HIGHWAY 290 ABOUT 22 KM (13.65 MI) NORTHWEST
 AB3202'OF HOUSTON, GO NORTHWEST ON HIGHWAY 290 FOR 3.2 KM (2.00 MI) TO AN
 AB3202'EXIT RAMP ON THE RIGHT (TELGE ROAD) .  BEAR RIGHT, NORTHWEST, ON THE
 AB3202'RAMP FOR 0.32 KM (0.20 MI) TO TH EAIRPORT ENTRANCE ON THE RIGHT.  TURN
 AB3202'RIGHT, NORTHEASTERLY, ON THE ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO
 AB3202'THE OFFICE ON THE LEFT.  CONTINUE NORTHEAST ON THE ROAD FOR 0.07 KM
 AB3202'(0.05 MI) TO A PAVED ROAD LEFT JUST PAST A HANGAR.  TURN LEFT, NORTH,
 AB3202'FOR 0.10 KM (0.05 MI) TO THE RUNWAY.  TURN RIGHT, EAST, ALONG THE
 AB3202'RUNWAY FOR 0.26 KM (0.15 MI) TO THE STATION ON THE RIGHT JUST BEFORE
 AB3202'THE INTERSECTION OF THE GRASS RUNWAY.  THE STATION IS A PUNCH HOLE TOP
 AB3202'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM
 AB3202'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB3202'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 20.1 M (65.9 FT) SOUTH OF
 AB3202'THE CENTER OF THE RUNWAY, 1.0 M (3.3 FT) SOUTH OF THE EXTENDED LINE OF
 AB3202'RUNWAY LIGHTS, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.  DESCRIBED
 AB3202'BY D.G.  AUG  THIS IS A PAC STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6275 ***********************************************************************
 AC6275  SACS        -  This is a Secondary Airport Control Station.
 AC6275  DESIGNATION -  EYQ C
 AC6275  PID         -  AC6275
 AC6275  STATE/COUNTY-  TX/HARRIS
 AC6275  USGS QUAD   -  CYPRESS (1995)
 AC6275
 AC6275                         *CURRENT SURVEY CONTROL
 AC6275  ___________________________________________________________________
 AC6275* NAD 83(1993)-  29 56 06.04596(N)    095 38 02.95208(W)     ADJUSTED  
 AC6275* NAVD 88     -        40.59   (meters)     133.2    (feet)  GPS OBS   
 AC6275  ___________________________________________________________________
 AC6275  X           -    -543,097.209 (meters)                     COMP
 AC6275  Y           -  -5,505,142.221 (meters)                     COMP
 AC6275  Z           -   3,164,139.380 (meters)                     COMP
 AC6275  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AC6275  ELLIP HEIGHT-          13.02  (meters)          (02/02/01) GPS OBS
 AC6275  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AC6275
 AC6275  HORZ ORDER  -  FIRST
 AC6275  ELLP ORDER  -  FOURTH    CLASS II
 AC6275
 AC6275.This mark is at Weiser Air Park (EYQ)  (EYQ)
 AC6275
 AC6275.The horizontal coordinates were established by GPS observations
 AC6275.and adjusted by the National Geodetic Survey in February 1997..
 AC6275
 AC6275.The orthometric height was determined by GPS observations and a
 AC6275.high-resolution geoid model.
 AC6275
 AC6275.GPS derived orthometric heights for airport stations designated as
 AC6275.PACS or SACS are published to 2 decimal places.  This maintains
 AC6275.centimeter relative accuracy between the PACS and SACS.  It does
 AC6275.not indicate centimeter accuracy relative to other marks which are
 AC6275.part of the NAVD 88 network.
 AC6275
 AC6275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6275
 AC6275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6275
 AC6275.The ellipsoidal height was determined by GPS observations
 AC6275.and is referenced to NAD 83.
 AC6275
 AC6275.The geoid height was determined by GEOID03.
 AC6275
 AC6275;                    North         East     Units Scale Factor Converg.
 AC6275;SPC TXSC     - 4,237,601.212   924,897.888   MT  0.99991793   +1 38 56.3
 AC6275;SPC TXSC     -13,902,863.31  3,034,435.82   sFT  0.99991793   +1 38 56.3
 AC6275;UTM  15      - 3,314,502.311   245,731.344   MT  1.00039775   -1 18 54.7
 AC6275
 AC6275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6275!SPC TXSC     -   0.99999796  x   0.99991793  =   0.99991589
 AC6275!UTM  15      -   0.99999796  x   1.00039775  =   1.00039570
 AC6275
 AC6275:                Primary Azimuth Mark                     Grid Az
 AC6275:SPC TXSC     -  EYQ B                                    268 33 47.2
 AC6275:UTM  15      -  EYQ B                                    271 31 38.2
 AC6275
 AC6275|---------------------------------------------------------------------|
 AC6275| PID    Reference Object                     Distance      Geod. Az  |
 AC6275|                                                           dddmmss.s |
 AC6275| AB3202 EYQ B                               452.168 METERS 2701243.5 |
 AC6275|---------------------------------------------------------------------|
 AC6275
 AC6275                          SUPERSEDED SURVEY CONTROL
 AC6275
 AC6275  ELLIP H (02/28/97)   13.17   (m)                       GP(       ) 4 2
 AC6275
 AC6275.Superseded values are not recommended for survey control.
 AC6275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6275.See file dsdata.txt to determine how the superseded data were derived.
 AC6275
 AC6275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4573114502(NAD 83)
 AC6275_MARKER: I = METAL ROD
 AC6275_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC6275_STAMPING: EYQ C 1995
 AC6275_MARK LOGO: NGS   
 AC6275_PROJECTION: FLUSH
 AC6275_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6275+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6275_ROD/PIPE-DEPTH: 4.21 meters
 AC6275_SLEEVE-DEPTH  : 0.90 meters
 AC6275
 AC6275  HISTORY     - Date     Condition        Report By
 AC6275  HISTORY     - 1995     MONUMENTED       NGS
 AC6275
 AC6275                          STATION DESCRIPTION
 AC6275
 AC6275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC6275'THE STATION IS LOCATED ABOUT 25 KM (15.55 MI) NORTHWEST OF HOUSTON, 3
 AC6275'KM (1.85 MI) NORTHWEST OF THE JUNCTION OF U.S.  HIGHWAY 290 AND STATE
 AC6275'HIGHWAY 6, AT THE WEISER AIRPARK, ON THE NORTH EDGE OF LOW BRUSH ALONG
 AC6275'RUNWAY END 27, AND IN LINE WITH THE RUNWAY END. OWNERSHIP--WEISER
 AC6275'AIRPARK.  AIRPORT OWNER AND MANAGER IS CECIL WEISER, 10818
 AC6275'HUFFMEISTER, HOUSTON, TX 77065.  PHONE 713-469-6224 OR 713-469-3227.
 AC6275'STOP AT THE AIRPORT OFFICE BEFORE OCCUPYING THIS STATION. TO REACH
 AC6275'FROM THE OVERPASS AT THE JUNCTION OF STATE HIGHWAY 6 AND U.S.  HIGHWAY
 AC6275'290 ABOUT 22 KM (13.65 MI) NORTHWEST OF HOUSTON, GO NORTHWEST ON
 AC6275'HIGHWAY 290 FOR 3.2 KM (2.00 MI) TO AN EXIT RAMP ON THE RIGHT (TELGE
 AC6275'ROAD) .  BEAR RIGHT, NORTHWEST, ON THE RAMP FOR 0.32 KM (0.20 MI) TO
 AC6275'TH EAIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTHEASTERLY, ON THE
 AC6275'ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO THE OFFICE ON THE LEFT.
 AC6275'CONTINUE NORTHEAST ON THE ROAD FOR 0.07 KM (0.05 MI) TO A PAVED ROAD
 AC6275'LEFT JUST PAST A HANGAR.  TURN LEFT, NORTH, FOR 0.10 KM (0.05 MI) TO
 AC6275'THE RUNWAY.  TURN RIGHT, EAST, ALONG THE RUNWAY FOR 0.26 KM (0.15 MI)
 AC6275'TO THE INTERSECTION OF THE GRASS RUNWAY.  CONTINUE EAST ALONG THE
 AC6275'RUNWAY FOR 0.46 KM (0.30 MI) TO RUNWAY END 27 AND THE STATION ON THE
 AC6275'RIGHT. THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 AC6275'IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 AC6275'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 AC6275'IT IS 44.2 M (145.0 FT) NORTH OF THE PERIMETER FENCE, 41.6 M (136.5
 AC6275'FT) WEST OF THE PERIMETER FENCE, 20.7 M (67.9 FT) SOUTH OF THE CENTER
 AC6275'OF THE RUNWAY, 14.4 M (47.2 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 AC6275'RUNWAY, 11.5 M (37.7 FT) SOUTH-SOUTHWEST OF THE SOUTHERN MOST
 AC6275'THRESHOLD LIGHT, 1.3 M (4.3 FT) SOUTH OF THE EXTENDED LINE OF RUNWAY
 AC6275'LIGHTS, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.  MARK IS A SACS.
 AC6275'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0515 ***********************************************************************
 DM0515  DESIGNATION -  F 1
 DM0515  PID         -  DM0515
 DM0515  STATE/COUNTY-  TX/HUNT
 DM0515  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM0515
 DM0515                         *CURRENT SURVEY CONTROL
 DM0515  ___________________________________________________________________
 DM0515* NAD 83(1986)-  33 14 45.     (N)    095 54 01.     (W)     SCALED    
 DM0515* NAVD 88     -       171.993  (meters)     564.28   (feet)  ADJUSTED  
 DM0515  ___________________________________________________________________
 DM0515  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DM0515  DYNAMIC HT  -         171.807 (meters)     563.67  (feet)  COMP
 DM0515  MODELED GRAV-     979,555.7   (mgal)                       NAVD 88
 DM0515
 DM0515  VERT ORDER  -  SECOND    CLASS 0
 DM0515
 DM0515.The horizontal coordinates were scaled from a topographic map and have
 DM0515.an estimated accuracy of +/- 6 seconds.
 DM0515
 DM0515.The orthometric height was determined by differential leveling
 DM0515.and adjusted by the National Geodetic Survey in June 1991..
 DM0515
 DM0515.The geoid height was determined by GEOID03.
 DM0515
 DM0515.The dynamic height is computed by dividing the NAVD 88
 DM0515.geopotential number by the normal gravity value computed on the
 DM0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0515.degrees latitude (g = 980.6199 gals.).
 DM0515
 DM0515.The modeled gravity was interpolated from observed gravity values.
 DM0515
 DM0515;                    North         East    Units  Estimated Accuracy
 DM0515;SPC TXNC     - 2,178,110.      842,220.      MT  (+/- 180 meters Scaled)
 DM0515
 DM0515                          SUPERSEDED SURVEY CONTROL
 DM0515
 DM0515  NGVD 29 (??/??/92)  171.977  (m)          564.23   (f) ADJ UNCH    2 0
 DM0515
 DM0515.Superseded values are not recommended for survey control.
 DM0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0515.See file dsdata.txt to determine how the superseded data were derived.
 DM0515
 DM0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS297822(NAD 83)
 DM0515_MARKER: DB = BENCH MARK DISK
 DM0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0515_STAMPING: F 1
 DM0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0515+STABILITY: SURFACE MOTION
 DM0515
 DM0515  HISTORY     - Date     Condition        Report By
 DM0515  HISTORY     - UNK      MONUMENTED       TXRD
 DM0515  HISTORY     - 1933     GOOD             NGS
 DM0515  HISTORY     - 1935     GOOD             NGS
 DM0515
 DM0515                          STATION DESCRIPTION
 DM0515
 DM0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0515'IN COMMERCE.
 DM0515'AT SOUTHWEST CORNER OF POST OFFICE, 1 FOOT SOUTHWEST OF CORNER. TABLET
 DM0515'ON TOP OF CONCRETE POST.
 DM0515
 DM0515                          STATION RECOVERY (1935)
 DM0515
 DM0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1042 ***********************************************************************
 AY1042  DESIGNATION -  F 1000
 AY1042  PID         -  AY1042
 AY1042  STATE/COUNTY-  TX/BEXAR
 AY1042  USGS QUAD   -  HELOTES (1992)
 AY1042
 AY1042                         *CURRENT SURVEY CONTROL
 AY1042  ___________________________________________________________________
 AY1042* NAD 83(1986)-  29 35 04.     (N)    098 41 37.     (W)     SCALED    
 AY1042* NAVD 88     -       335.351  (meters)    1100.23   (feet)  POSTED    
 AY1042  ___________________________________________________________________
 AY1042  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AY1042  DYNAMIC HT  -         334.860 (meters)    1098.62  (feet)  COMP
 AY1042  MODELED GRAV-     979,167.4   (mgal)                       NAVD 88
 AY1042
 AY1042  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY1042
 AY1042.The horizontal coordinates were scaled from a topographic map and have
 AY1042.an estimated accuracy of +/- 6 seconds.
 AY1042
 AY1042.The orthometric height was determined by differential leveling
 AY1042.and adjusted by the National Geodetic Survey in 1992..
 AY1042.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY1042.rate of 2.1 thru 3.0 mm/km.
 AY1042
 AY1042.The geoid height was determined by GEOID03.
 AY1042
 AY1042.The dynamic height is computed by dividing the NAVD 88
 AY1042.geopotential number by the normal gravity value computed on the
 AY1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1042.degrees latitude (g = 980.6199 gals.).
 AY1042
 AY1042.The modeled gravity was interpolated from observed gravity values.
 AY1042
 AY1042;                    North         East    Units  Estimated Accuracy
 AY1042;SPC TXSC     - 4,194,110.      629,680.      MT  (+/- 180 meters Scaled)
 AY1042
 AY1042                          SUPERSEDED SURVEY CONTROL
 AY1042
 AY1042  NGVD 29 (??/??/92)  335.239  (m)         1099.86   (f) ADJ UNCH    2 0
 AY1042
 AY1042.Superseded values are not recommended for survey control.
 AY1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1042.See file dsdata.txt to determine how the superseded data were derived.
 AY1042
 AY1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT296727(NAD 83)
 AY1042_MARKER: DB = BENCH MARK DISK
 AY1042_SETTING: 66 = SET IN ROCK OUTCROP
 AY1042_SP_SET: ROCK OUTCROP
 AY1042_STAMPING: F 1000 1953
 AY1042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1042+STABILITY: POSITION/ELEVATION WELL
 AY1042
 AY1042  HISTORY     - Date     Condition        Report By
 AY1042  HISTORY     - 1953     MONUMENTED       CGS
 AY1042  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY1042  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY1042
 AY1042                          STATION DESCRIPTION
 AY1042
 AY1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1042'0.6 MI NW FROM HELOTES.
 AY1042'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1042'HELOTES, 47 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 AY1042'SOUTHEAST OF POWER POLE 12+10, 5 FEET SOUTHWEST OF A FENCE, 0.5 FOOT
 AY1042'ABOVE THE GROUND, SET IN THE TOP OF A LARGE FLAT LIMESTONE ROCK.
 AY1042
 AY1042                          STATION RECOVERY (1966)
 AY1042
 AY1042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY1042'MARK NOT FOUND.
 AY1042
 AY1042                          STATION RECOVERY (1995)
 AY1042
 AY1042'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0118 ***********************************************************************
 AY0118  DESIGNATION -  F 1002
 AY0118  PID         -  AY0118
 AY0118  STATE/COUNTY-  TX/BEXAR
 AY0118  USGS QUAD   -  SCHERTZ (1992)
 AY0118
 AY0118                         *CURRENT SURVEY CONTROL
 AY0118  ___________________________________________________________________
 AY0118* NAD 83(1986)-  29 32 57.     (N)    098 22 22.     (W)     SCALED    
 AY0118* NAVD 88     -       258.557  (meters)     848.28   (feet)  POSTED    
 AY0118  ___________________________________________________________________
 AY0118  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AY0118  DYNAMIC HT  -         258.180 (meters)     847.05  (feet)  COMP
 AY0118  MODELED GRAV-     979,178.2   (mgal)                       NAVD 88
 AY0118
 AY0118  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0118
 AY0118.The horizontal coordinates were scaled from a topographic map and have
 AY0118.an estimated accuracy of +/- 6 seconds.
 AY0118
 AY0118.The orthometric height was determined by differential leveling
 AY0118.and adjusted by the National Geodetic Survey in 1992..
 AY0118.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0118.rate of 0.0 thru 1.0 mm/km.
 AY0118
 AY0118.The geoid height was determined by GEOID03.
 AY0118
 AY0118.The dynamic height is computed by dividing the NAVD 88
 AY0118.geopotential number by the normal gravity value computed on the
 AY0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0118.degrees latitude (g = 980.6199 gals.).
 AY0118
 AY0118.The modeled gravity was interpolated from observed gravity values.
 AY0118
 AY0118;                    North         East    Units  Estimated Accuracy
 AY0118;SPC TXSC     - 4,190,320.      660,780.      MT  (+/- 180 meters Scaled)
 AY0118
 AY0118                          SUPERSEDED SURVEY CONTROL
 AY0118
 AY0118  NGVD 29 (??/??/92)  258.438  (m)          847.89   (f) ADJ UNCH    1 2
 AY0118
 AY0118.Superseded values are not recommended for survey control.
 AY0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0118.See file dsdata.txt to determine how the superseded data were derived.
 AY0118
 AY0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT607689(NAD 83)
 AY0118_MARKER: DB = BENCH MARK DISK
 AY0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0118_STAMPING: F 1002 1953
 AY0118_MARK LOGO: CGS   
 AY0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0118+STABILITY: SURFACE MOTION
 AY0118
 AY0118  HISTORY     - Date     Condition        Report By
 AY0118  HISTORY     - 1953     MONUMENTED       CGS
 AY0118  HISTORY     - 1980     POOR             NGS
 AY0118  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0118  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0118  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY0118
 AY0118                          STATION DESCRIPTION
 AY0118
 AY0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0118'2.7 MI NE FROM SAN ANTONIO.
 AY0118'2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 81 FROM THE OVERPASS OVER THE
 AY0118'MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS AT SAN ANTONIO, THENCE
 AY0118'0.5 MILE NORTHWEST ALONG OCONNOR DRIVE, ON THE OUTSIDE OF A CURVE IN
 AY0118'THE ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 8 FEET WEST OF
 AY0118'A TELEPHONE POLE, 7 FEET WEST OF A FENCE LEADING NORTHEAST, 2.6 FEET
 AY0118'SOUTH OF A FENCE, 2.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 AY0118'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0118
 AY0118                          STATION RECOVERY (1980)
 AY0118
 AY0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0118'MARK RECOVERED IN POOR CONDITION.
 AY0118
 AY0118                          STATION RECOVERY (1988)
 AY0118
 AY0118'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0118'MARK NOT FOUND.
 AY0118
 AY0118                          STATION RECOVERY (1989)
 AY0118
 AY0118'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0118'MARK NOT FOUND.
 AY0118
 AY0118                          STATION RECOVERY (1999)
 AY0118
 AY0118'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0331 ***********************************************************************
 AY0331  DESIGNATION -  F 1003
 AY0331  PID         -  AY0331
 AY0331  STATE/COUNTY-  TX/BEXAR
 AY0331  USGS QUAD   -  MARTINEZ (1992)
 AY0331
 AY0331                         *CURRENT SURVEY CONTROL
 AY0331  ___________________________________________________________________
 AY0331* NAD 83(1986)-  29 28 54.     (N)    098 22 19.     (W)     SCALED    
 AY0331* NAVD 88     -       221.458  (meters)     726.57   (feet)  POSTED    
 AY0331  ___________________________________________________________________
 AY0331  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AY0331  DYNAMIC HT  -         221.140 (meters)     725.52  (feet)  COMP
 AY0331  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY0331
 AY0331  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0331
 AY0331.The horizontal coordinates were scaled from a topographic map and have
 AY0331.an estimated accuracy of +/- 6 seconds.
 AY0331
 AY0331.The orthometric height was determined by differential leveling
 AY0331.and adjusted by the National Geodetic Survey in 1992..
 AY0331.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0331.rate of 0.0 thru 1.0 mm/km.
 AY0331
 AY0331.The geoid height was determined by GEOID03.
 AY0331
 AY0331.The dynamic height is computed by dividing the NAVD 88
 AY0331.geopotential number by the normal gravity value computed on the
 AY0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0331.degrees latitude (g = 980.6199 gals.).
 AY0331
 AY0331.The modeled gravity was interpolated from observed gravity values.
 AY0331
 AY0331;                    North         East    Units  Estimated Accuracy
 AY0331;SPC TXSC     - 4,182,840.      660,900.      MT  (+/- 180 meters Scaled)
 AY0331
 AY0331                          SUPERSEDED SURVEY CONTROL
 AY0331
 AY0331  NGVD 29 (??/??/92)  221.354  (m)          726.23   (f) ADJ UNCH    1 2
 AY0331
 AY0331.Superseded values are not recommended for survey control.
 AY0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0331.See file dsdata.txt to determine how the superseded data were derived.
 AY0331
 AY0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT608615(NAD 83)
 AY0331_MARKER: DB = BENCH MARK DISK
 AY0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0331_STAMPING: F 1003 1953
 AY0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0331+STABILITY: SURFACE MOTION
 AY0331
 AY0331  HISTORY     - Date     Condition        Report By
 AY0331  HISTORY     - 1953     MONUMENTED       CGS
 AY0331  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0331  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0331  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0331
 AY0331                          STATION DESCRIPTION
 AY0331
 AY0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0331'1.1 MI NE FROM KIRBY.
 AY0331'1.1 MILES NORTHEAST ALONG GIBBS SPRAWL ROAD FROM ITS JUNCTION WITH
 AY0331'FARM ROAD 78 AND ACKERMAN ROAD AT KIRBY, AT A JUNCTION WITH RITTIMANN
 AY0331'ROAD, ON THE EXTENDED CENTER LINE OF RITTIMANN ROAD, 26 FEET SOUTHEAST
 AY0331'OF THE CENTER LINE OF GIBBS SPRAWL ROAD, 49 FEET NORTHWEST OF THE
 AY0331'NORTHWEST RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 14 FEET
 AY0331'NORTHWEST OF A TELEPHONE POLE, 2.4 FEET NORTHEAST OF A WITNESS POST,
 AY0331'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AY0331'GROUND.
 AY0331
 AY0331                          STATION RECOVERY (1967)
 AY0331
 AY0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0331'MARK NOT FOUND.
 AY0331
 AY0331                          STATION RECOVERY (1988)
 AY0331
 AY0331'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0331'MARK NOT FOUND.
 AY0331
 AY0331                          STATION RECOVERY (1999)
 AY0331
 AY0331'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0194 ***********************************************************************
 AY0194  DESIGNATION -  F 1004
 AY0194  PID         -  AY0194
 AY0194  STATE/COUNTY-  TX/COMAL
 AY0194  USGS QUAD   -  ANHALT (1973)
 AY0194
 AY0194                         *CURRENT SURVEY CONTROL
 AY0194  ___________________________________________________________________
 AY0194* NAD 83(1986)-  29 47 53.     (N)    098 25 27.     (W)     SCALED    
 AY0194* NAVD 88     -       354.922  (meters)    1164.44   (feet)  ADJUSTED  
 AY0194  ___________________________________________________________________
 AY0194  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AY0194  DYNAMIC HT  -         354.409 (meters)    1162.76  (feet)  COMP
 AY0194  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AY0194
 AY0194  VERT ORDER  -  SECOND    CLASS 0
 AY0194
 AY0194.The horizontal coordinates were scaled from a topographic map and have
 AY0194.an estimated accuracy of +/- 6 seconds.
 AY0194
 AY0194.The orthometric height was determined by differential leveling
 AY0194.and adjusted by the National Geodetic Survey in June 1991..
 AY0194
 AY0194.The geoid height was determined by GEOID03.
 AY0194
 AY0194.The dynamic height is computed by dividing the NAVD 88
 AY0194.geopotential number by the normal gravity value computed on the
 AY0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0194.degrees latitude (g = 980.6199 gals.).
 AY0194
 AY0194.The modeled gravity was interpolated from observed gravity values.
 AY0194
 AY0194;                    North         East    Units  Estimated Accuracy
 AY0194;SPC TXSC     - 4,217,880.      655,670.      MT  (+/- 180 meters Scaled)
 AY0194
 AY0194                          SUPERSEDED SURVEY CONTROL
 AY0194
 AY0194  NGVD 29 (??/??/92)  354.819  (m)         1164.10   (f) ADJ UNCH    2 0
 AY0194
 AY0194.Superseded values are not recommended for survey control.
 AY0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0194.See file dsdata.txt to determine how the superseded data were derived.
 AY0194
 AY0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT556965(NAD 83)
 AY0194_MARKER: DB = BENCH MARK DISK
 AY0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0194_STAMPING: F 1004 1953
 AY0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0194+STABILITY: SURFACE MOTION
 AY0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0194+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 AY0194
 AY0194  HISTORY     - Date     Condition        Report By
 AY0194  HISTORY     - 1953     MONUMENTED       CGS
 AY0194  HISTORY     - 1964     GOOD             USGS
 AY0194  HISTORY     - 1989     GOOD             USPSQD
 AY0194  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0194  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0194  HISTORY     - 20050702 GOOD             USPSQD
 AY0194  HISTORY     - 20060715 GOOD             USPSQD
 AY0194
 AY0194                          STATION DESCRIPTION
 AY0194
 AY0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0194'5.9 MI S FROM SPRING BRANCH.
 AY0194'5.5 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT SPRING
 AY0194'BRANCH, THENCE 0.4 MILE WEST ALONG FARM ROAD 475, 48 FEET SOUTH OF THE
 AY0194'CENTER LINE OF THE FARM ROAD, 1.6 FEET NORTH OF A FENCE, 2.8 FEET EAST
 AY0194'OF A WITNESS POST, 1.1 MILES EAST OF BENCH MARK E 1004, SET IN THE TOP
 AY0194'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. NOTE--
 AY0194'FARM ROAD 475 HAS BEEN CHANGED TO STATE HWY 46.
 AY0194
 AY0194                          STATION RECOVERY (1964)
 AY0194
 AY0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY0194'RECOVERED IN GOOD CONDITION.
 AY0194
 AY0194                          STATION RECOVERY (1989)
 AY0194
 AY0194'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0194'RECOVERED IN GOOD CONDITION.
 AY0194
 AY0194                          STATION RECOVERY (1993)
 AY0194
 AY0194'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0194'MARK NOT FOUND.
 AY0194
 AY0194                          STATION RECOVERY (1999)
 AY0194
 AY0194'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0194'MARK NOT FOUND.
 AY0194
 AY0194                          STATION RECOVERY (2005)
 AY0194
 AY0194'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 AY0194'CORRECTION TO DESCRIPTION - REMOVE 1.6 FT. N OF FENCE.  ADD-23.25 FEET
 AY0194'EASE OF THE EAST EDGE OF THE ASPHALT HIGHWAY, 88 FEET NORTHWEST OF THE
 AY0194'NORTHWEST CORNER OF THE WEST CONCRETE COLUMN SUPPORTING A LARGE SIGN
 AY0194
 AY0194                          STATION RECOVERY (2006)
 AY0194
 AY0194'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1036 ***********************************************************************
 AW1036  DESIGNATION -  F 1006 RESET
 AW1036  PID         -  AW1036
 AW1036  STATE/COUNTY-  TX/HARRIS
 AW1036  USGS QUAD   -  LEAGUE CITY (1995)
 AW1036
 AW1036                         *CURRENT SURVEY CONTROL
 AW1036  ___________________________________________________________________
 AW1036* NAD 83(1986)-  29 33 38.     (N)    095 02 01.     (W)     SCALED    
 AW1036* NAVD 88     -         3.019  (meters)       9.90   (feet)  ADJUSTED  
 AW1036  ___________________________________________________________________
 AW1036  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1036  DYNAMIC HT  -           3.015 (meters)       9.89  (feet)  COMP
 AW1036  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 AW1036
 AW1036  VERT ORDER  -  FIRST     CLASS I
 AW1036
 AW1036.The horizontal coordinates were scaled from a topographic map and have
 AW1036.an estimated accuracy of +/- 6 seconds.
 AW1036
 AW1036.The orthometric height was determined by differential leveling
 AW1036.and adjusted by the National Geodetic Survey in June 1991..
 AW1036
 AW1036.The geoid height was determined by GEOID03.
 AW1036
 AW1036.The dynamic height is computed by dividing the NAVD 88
 AW1036.geopotential number by the normal gravity value computed on the
 AW1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1036.degrees latitude (g = 980.6199 gals.).
 AW1036
 AW1036.The modeled gravity was interpolated from observed gravity values.
 AW1036
 AW1036;                    North         East    Units  Estimated Accuracy
 AW1036;SPC TXSC     - 4,197,940.      984,250.      MT  (+/- 180 meters Scaled)
 AW1036
 AW1036                          SUPERSEDED SURVEY CONTROL
 AW1036
 AW1036  NGVD 29 (12/23/87)    3.016  (m)            9.89   (f) ADJUSTED    1 1
 AW1036
 AW1036.Superseded values are not recommended for survey control.
 AW1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1036.See file dsdata.txt to determine how the superseded data were derived.
 AW1036
 AW1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN029718(NAD 83)
 AW1036_MARKER: DB = BENCH MARK DISK
 AW1036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1036_SP_SET: BRIDGE CURB
 AW1036_STAMPING: F 1006 RESET 1964
 AW1036_MARK LOGO: TXHD  
 AW1036_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1036+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW1036
 AW1036  HISTORY     - Date     Condition        Report By
 AW1036  HISTORY     - 1964     MONUMENTED       TXHD
 AW1036  HISTORY     - 1973     GOOD             NGS
 AW1036  HISTORY     - 1976     GOOD             NGS
 AW1036  HISTORY     - 1978     GOOD             DOD
 AW1036  HISTORY     - 1978     GOOD             NGS
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             USPSQD
 AW1036  HISTORY     - 1987     GOOD             NGS
 AW1036  HISTORY     - 1988     GOOD             USPSQD
 AW1036  HISTORY     - 1988     GOOD             USPSQD
 AW1036  HISTORY     - 1988     GOOD             USPSQD
 AW1036  HISTORY     - 1988     GOOD             USPSQD
 AW1036  HISTORY     - 1988     GOOD             USPSQD
 AW1036  HISTORY     - 1988     GOOD             USPSQD
 AW1036  HISTORY     - 1988     GOOD             USPSQD
 AW1036  HISTORY     - 1988     GOOD             USPSQD
 AW1036  HISTORY     - 1988     GOOD             USPSQD
 AW1036  HISTORY     - 1988     GOOD             USPSQD
 AW1036  HISTORY     - 1988     GOOD             USPSQD
 AW1036  HISTORY     - 1988     GOOD             USPSQD
 AW1036  HISTORY     - 19880202 GOOD             LOCENG
 AW1036  HISTORY     - 1989     GOOD             USPSQD
 AW1036  HISTORY     - 1989     GOOD             USPSQD
 AW1036  HISTORY     - 1989     GOOD             USPSQD
 AW1036  HISTORY     - 1989     GOOD             USPSQD
 AW1036  HISTORY     - 1989     GOOD             USPSQD
 AW1036  HISTORY     - 1989     GOOD             USPSQD
 AW1036  HISTORY     - 1989     GOOD             USPSQD
 AW1036  HISTORY     - 1990     GOOD             USPSQD
 AW1036  HISTORY     - 1990     GOOD             USPSQD
 AW1036  HISTORY     - 19910216 GOOD             USPSQD
 AW1036  HISTORY     - 19931122 GOOD             USPSQD
 AW1036  HISTORY     - 20010128 MARK NOT FOUND   USPSQD
 AW1036  HISTORY     - 20010128 MARK NOT FOUND   USPSQD
 AW1036  HISTORY     - 20031105 GOOD             USPSQD
 AW1036  HISTORY     - 20050114 GOOD             USPSQD
 AW1036  HISTORY     - 20050620 MARK NOT FOUND   NASA
 AW1036
 AW1036                          STATION DESCRIPTION
 AW1036
 AW1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1036'0.5 MI SW FROM SEABROOK.
 AW1036'0.5 MILE SOUTHWEST ALONG NASA 1 HIGHWAY FROM THE JUNCTION OF STATE
 AW1036'HIGHWAY 146 AT SEABROOK, SET IN TOP AND 1.0 FOOT SOUTHWEST OF THE
 AW1036'NORTHEAST END OF THE NORTHWEST BRIDGE CURB, 25 FEET NORTHWEST OF THE
 AW1036'CENTER LINE OF NASA 1, AND ABOUT 1.0 FOOT ABOVE THE HIGHWAYS.
 AW1036
 AW1036                          STATION RECOVERY (1976)
 AW1036
 AW1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1978)
 AW1036
 AW1036'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1978)
 AW1036
 AW1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (JM)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBS)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1987)
 AW1036
 AW1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1036'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTIO IS ADEQUATE
 AW1036'EXCEPT THE MARK IS IN HARRIS COUNTY NOT IN GALVESTON.
 AW1036
 AW1036                          STATION RECOVERY (1988)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1988)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1988)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1988)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1988)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLC)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1988)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1988)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1988)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1988)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1988)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1988)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1988)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1988)
 AW1036
 AW1036'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1989)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1989)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1989)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1989)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1989)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1989)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1989)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1990)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1990)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1991)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (1993)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (2001)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWC)
 AW1036'BRIDGE DESTROYED AND REBUILT.
 AW1036
 AW1036                          STATION RECOVERY (2001)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWC)
 AW1036'BRIDGE DESTROYED AND REBUILT.
 AW1036
 AW1036                          STATION RECOVERY (2003)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (2005)
 AW1036
 AW1036'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1036'RECOVERED IN GOOD CONDITION.
 AW1036
 AW1036                          STATION RECOVERY (2005)
 AW1036
 AW1036'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1881 ***********************************************************************
 AW1881  DESIGNATION -  F 1008
 AW1881  PID         -  AW1881
 AW1881  STATE/COUNTY-  TX/HARRIS
 AW1881  USGS QUAD   -  ADDICKS (1995)
 AW1881
 AW1881                         *CURRENT SURVEY CONTROL
 AW1881  ___________________________________________________________________
 AW1881* NAD 83(1986)-  29 48 54.     (N)    095 42 15.     (W)     SCALED    
 AW1881* NAVD 88     -        36.50   (+/-2cm)     119.8    (feet)  VERTCON   
 AW1881  ___________________________________________________________________
 AW1881  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW1881
 AW1881  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1881
 AW1881.The horizontal coordinates were scaled from a topographic map and have
 AW1881.an estimated accuracy of +/- 6 seconds.
 AW1881
 AW1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1881.The vertical order pertains to the NGVD 29 superseded value.
 AW1881
 AW1881.The geoid height was determined by GEOID03.
 AW1881
 AW1881;                    North         East    Units  Estimated Accuracy
 AW1881;SPC TXSC     - 4,224,110.      918,520.      MT  (+/- 180 meters Scaled)
 AW1881
 AW1881                          SUPERSEDED SURVEY CONTROL
 AW1881
 AW1881  NGVD 29 (??/??/92)   36.488  (m)          119.71   (f) ADJ UNCH    1 2
 AW1881
 AW1881.Superseded values are not recommended for survey control.
 AW1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1881.See file dsdata.txt to determine how the superseded data were derived.
 AW1881
 AW1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP386013(NAD 83)
 AW1881_MARKER: DB = BENCH MARK DISK
 AW1881_SETTING: 0 = UNSPECIFIED SETTING
 AW1881_STAMPING: F 1008 1954
 AW1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1881
 AW1881  HISTORY     - Date     Condition        Report By
 AW1881  HISTORY     - 1954     MONUMENTED       CGS
 AW1881  HISTORY     - 1973     GOOD             NGS
 AW1881  HISTORY     - 1978     GOOD             NGS
 AW1881  HISTORY     - 1985     MARK NOT FOUND   USGS
 AW1881  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1881  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW1881
 AW1881                          STATION DESCRIPTION
 AW1881
 AW1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1881'3.3 MI N FROM BARKER.
 AW1881'ABOUT 3.3 MILES NORTH ALONG BARKER-CYPRESS RD. FROM ITS OVERPASS OVER
 AW1881'THE I-10 HIGHWAY AT BARKER, 123 FEET WEST OF THE CENTER LINE OF THE
 AW1881'ROAD, AND ABOUT MIDWAY OF A SLIGHT S-SHAPED JOG IN THE ROAD, 16.5 FEET
 AW1881'SOUTHWEST OF TELEPHONE CABLE MARKER POST 23, 6 FEET SOUTH OF A POWER
 AW1881'POLE WITH A BRACE POST, 17 FEET NORTH OF THE CENTER LINE OF A TRACK
 AW1881'ROAD AND METAL GATE UNDER A PIPE CATTLE GUARD, THE DISK PROJECTS 10
 AW1881'INCHES ABOVE THE LEVEL OF THE GROUND AND THE ROD FACES EAST.
 AW1881
 AW1881                          STATION RECOVERY (1978)
 AW1881
 AW1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1881'RECOVERED IN GOOD CONDITION.
 AW1881
 AW1881                          STATION RECOVERY (1985)
 AW1881
 AW1881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 AW1881'MARK NOT FOUND.
 AW1881
 AW1881                          STATION RECOVERY (1986)
 AW1881
 AW1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1881'MARK NOT FOUND.
 AW1881
 AW1881                          STATION RECOVERY (1995)
 AW1881
 AW1881'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1825 ***********************************************************************
 AW1825  DESIGNATION -  F 1009
 AW1825  PID         -  AW1825
 AW1825  STATE/COUNTY-  TX/HARRIS
 AW1825  USGS QUAD   -  CYPRESS (1995)
 AW1825
 AW1825                         *CURRENT SURVEY CONTROL
 AW1825  ___________________________________________________________________
 AW1825* NAD 83(1986)-  29 59 38.     (N)    095 38 51.     (W)     SCALED    
 AW1825* NAVD 88     -        44.026  (meters)     144.44   (feet)  ADJUSTED  
 AW1825  ___________________________________________________________________
 AW1825  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AW1825  DYNAMIC HT  -          43.966 (meters)     144.25  (feet)  COMP
 AW1825  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 AW1825
 AW1825  VERT ORDER  -  FIRST     CLASS II
 AW1825
 AW1825.The horizontal coordinates were scaled from a topographic map and have
 AW1825.an estimated accuracy of +/- 6 seconds.
 AW1825
 AW1825.The orthometric height was determined by differential leveling
 AW1825.and adjusted by the National Geodetic Survey in June 1991..
 AW1825
 AW1825.The geoid height was determined by GEOID03.
 AW1825
 AW1825.The dynamic height is computed by dividing the NAVD 88
 AW1825.geopotential number by the normal gravity value computed on the
 AW1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1825.degrees latitude (g = 980.6199 gals.).
 AW1825
 AW1825.The modeled gravity was interpolated from observed gravity values.
 AW1825
 AW1825;                    North         East    Units  Estimated Accuracy
 AW1825;SPC TXSC     - 4,244,090.      923,420.      MT  (+/- 180 meters Scaled)
 AW1825
 AW1825                          SUPERSEDED SURVEY CONTROL
 AW1825
 AW1825  NGVD 29 (12/23/87)   44.020  (m)          144.42   (f) ADJUSTED    1 2
 AW1825
 AW1825.Superseded values are not recommended for survey control.
 AW1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1825.See file dsdata.txt to determine how the superseded data were derived.
 AW1825
 AW1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP445210(NAD 83)
 AW1825_MARKER: DB = BENCH MARK DISK
 AW1825_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1825_SP_SET: WINGWALL
 AW1825_STAMPING: F 1009 1954
 AW1825_MARK LOGO: CGS   
 AW1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1825+STABILITY: SURFACE MOTION
 AW1825
 AW1825  HISTORY     - Date     Condition        Report By
 AW1825  HISTORY     - 1954     MONUMENTED       CGS
 AW1825  HISTORY     - 1978     GOOD             NGS
 AW1825  HISTORY     - 1986     GOOD             NGS
 AW1825  HISTORY     - 1990     GOOD             USPSQD
 AW1825
 AW1825                          STATION DESCRIPTION
 AW1825
 AW1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW1825'3.8 MI NE FROM CYPRESS.
 AW1825'3.8 MILES NORTHEAST ALONG THE SPRING AND CYPRESS ROAD FROM THE POST
 AW1825'OFFICE AT CYPRESS, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 AW1825'SET IN THE TOP OF THE EAST WINGWALL OF A CONCRETE CULVERT.
 AW1825
 AW1825                          STATION RECOVERY (1978)
 AW1825
 AW1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1825'RECOVERED IN GOOD CONDITION.
 AW1825
 AW1825                          STATION RECOVERY (1986)
 AW1825
 AW1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1825'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.1 KM (3.8 MI)
 AW1825'NORTHEASTERLY ALONG SPRING-CYPRESS ROAD FROM ITS JUNCTION WITH U.S.
 AW1825'HIGHWAY 290 IN CYPRESS.
 AW1825
 AW1825                          STATION RECOVERY (1990)
 AW1825
 AW1825'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0161 ***********************************************************************
 BL0161  DESIGNATION -  F 101
 BL0161  PID         -  BL0161
 BL0161  STATE/COUNTY-  TX/TYLER
 BL0161  USGS QUAD   -  BOGGY LAKE (1984)
 BL0161
 BL0161                         *CURRENT SURVEY CONTROL
 BL0161  ___________________________________________________________________
 BL0161* NAD 83(1986)-  30 52 45.     (N)    094 19 04.     (W)     SCALED    
 BL0161* NAVD 88     -        58.99   (+/-2cm)     193.5    (feet)  VERTCON   
 BL0161  ___________________________________________________________________
 BL0161  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BL0161
 BL0161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0161
 BL0161.The horizontal coordinates were scaled from a topographic map and have
 BL0161.an estimated accuracy of +/- 6 seconds.
 BL0161
 BL0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0161.The vertical order pertains to the NGVD 29 superseded value.
 BL0161
 BL0161.The geoid height was determined by GEOID03.
 BL0161
 BL0161;                    North         East    Units  Estimated Accuracy
 BL0161;SPC TX C     - 3,149,960.    1,274,890.      MT  (+/- 180 meters Scaled)
 BL0161
 BL0161                          SUPERSEDED SURVEY CONTROL
 BL0161
 BL0161  NGVD 29 (??/??/92)   58.989  (m)          193.53   (f) ADJ UNCH    2 0
 BL0161
 BL0161.Superseded values are not recommended for survey control.
 BL0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0161.See file dsdata.txt to determine how the superseded data were derived.
 BL0161
 BL0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ740169(NAD 83)
 BL0161_MARKER: DB = BENCH MARK DISK
 BL0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0161_STAMPING: F 101 1952
 BL0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0161+STABILITY: SURFACE MOTION
 BL0161
 BL0161  HISTORY     - Date     Condition        Report By
 BL0161  HISTORY     - 1952     MONUMENTED       CGS
 BL0161
 BL0161                          STATION DESCRIPTION
 BL0161
 BL0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0161'6.75 MI E FROM COLMESNEIL.
 BL0161'5.9 MILES EAST ALONG FARM ROAD 1417 FROM THE STATE BANK AT COLMESNEIL,
 BL0161'THENCE 0.85 MILE EAST ALONG A GRADED DIRT ROAD, ON THE EAST SLOPE OF A
 BL0161'WOODED HILL, 300 FEET EAST OF A GROUP OF ABANDONED BUILDINGS, 101 FEET
 BL0161'SOUTH OF THE CENTER LINE OF THE ROAD, 24 FEET SOUTH OF THE CENTER LINE
 BL0161'OF A WOODS ROAD LEADING SOUTHWEST, 19.6 FEET SOUTHEAST OF A 12 INCH
 BL0161'TRIANGULAR BLAZED OAK TREE, 1.2 FEET NORTH OF A WITNESS POST, 0.9 MILE
 BL0161'WEST OF BENCH MARK E 101, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0161'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1420 ***********************************************************************
 BL1420  DESIGNATION -  F 1010
 BL1420  PID         -  BL1420
 BL1420  STATE/COUNTY-  TX/MONTGOMERY
 BL1420  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1420
 BL1420                         *CURRENT SURVEY CONTROL
 BL1420  ___________________________________________________________________
 BL1420* NAD 83(1986)-  30 07 52.     (N)    095 37 51.     (W)     SCALED    
 BL1420* NAVD 88     -        48.17   (+/-2cm)     158.0    (feet)  VERTCON   
 BL1420  ___________________________________________________________________
 BL1420  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL1420
 BL1420  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1420
 BL1420.The horizontal coordinates were scaled from a topographic map and have
 BL1420.an estimated accuracy of +/- 6 seconds.
 BL1420
 BL1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1420.The vertical order pertains to the NGVD 29 superseded value.
 BL1420
 BL1420.The geoid height was determined by GEOID03.
 BL1420
 BL1420;                    North         East    Units  Estimated Accuracy
 BL1420;SPC TX C     - 3,061,060.    1,152,990.      MT  (+/- 180 meters Scaled)
 BL1420
 BL1420                          SUPERSEDED SURVEY CONTROL
 BL1420
 BL1420  NGVD 29 (??/??/92)   48.166  (m)          158.02   (f) ADJ UNCH    1 2
 BL1420
 BL1420.Superseded values are not recommended for survey control.
 BL1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1420.See file dsdata.txt to determine how the superseded data were derived.
 BL1420
 BL1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP465362(NAD 83)
 BL1420_MARKER: DB = BENCH MARK DISK
 BL1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1420_STAMPING: F 1010 1954
 BL1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1420+STABILITY: SURFACE MOTION
 BL1420
 BL1420  HISTORY     - Date     Condition        Report By
 BL1420  HISTORY     - 1954     MONUMENTED       CGS
 BL1420  HISTORY     - 1973     GOOD             NGS
 BL1420  HISTORY     - 1978     GOOD             NGS
 BL1420  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1420
 BL1420                          STATION DESCRIPTION
 BL1420
 BL1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1420'2.55 MI NW FROM TOMBALL.
 BL1420'ABOUT 2.55 MILES NORTHWEST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD,
 BL1420'FROM THE CROSSING OF WALLER-TOMBALL RD., ABOUT 45 1/2 FEET SOUTHWEST
 BL1420'OF THE SOUTHWEST RAIL 17.8 FEET SOUTH OF A TELEPHONE POLE, 1.9 FEET
 BL1420'NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WOODEN WITNESS POST, 1
 BL1420'FOOT BELOW THE LEVEL OF THE RAIL, SET IN THE TOP OF A CONCRETE POST
 BL1420'PROJECTING 0.1 FOOT, AND PROTECTED BY A 6-INCH SHEET IRON PIPE.
 BL1420
 BL1420                          STATION RECOVERY (1978)
 BL1420
 BL1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1420'RECOVERED IN GOOD CONDITION.
 BL1420
 BL1420                          STATION RECOVERY (1986)
 BL1420
 BL1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1684 ***********************************************************************
 AW1684  DESIGNATION -  F 1011 RESET 1954
 AW1684  PID         -  AW1684
 AW1684  STATE/COUNTY-  TX/GALVESTON
 AW1684  USGS QUAD   -  CAPLEN (1994)
 AW1684
 AW1684                         *CURRENT SURVEY CONTROL
 AW1684  ___________________________________________________________________
 AW1684* NAD 83(1986)-  29 28 39.     (N)    094 35 02.     (W)     SCALED    
 AW1684* NAVD 88     -         2.53   (+/-2cm)       8.3    (feet)  VERTCON   
 AW1684  ___________________________________________________________________
 AW1684  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1684
 AW1684  VERT ORDER  -  THIRD (See Below)
 AW1684
 AW1684.The horizontal coordinates were scaled from a topographic map and have
 AW1684.an estimated accuracy of +/- 6 seconds.
 AW1684
 AW1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1684.The vertical order pertains to the NGVD 29 superseded value.
 AW1684
 AW1684.The geoid height was determined by GEOID03.
 AW1684
 AW1684;                    North         East    Units  Estimated Accuracy
 AW1684;SPC TXSC     - 4,190,300.    1,028,150.      MT  (+/- 180 meters Scaled)
 AW1684
 AW1684                          SUPERSEDED SURVEY CONTROL
 AW1684
 AW1684  NGVD 29 (??/??/??)    2.53   (m)            8.3    (f) RESET       3  
 AW1684
 AW1684.Superseded values are not recommended for survey control.
 AW1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1684.See file dsdata.txt to determine how the superseded data were derived.
 AW1684
 AW1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN464619(NAD 83)
 AW1684_MARKER: DB = BENCH MARK DISK
 AW1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1684_STAMPING: F 1011 1953 RESET 1954
 AW1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1684+STABILITY: SURFACE MOTION
 AW1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1684+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1684
 AW1684  HISTORY     - Date     Condition        Report By
 AW1684  HISTORY     - 1954     MONUMENTED       CGS
 AW1684  HISTORY     - 1958     GOOD             NGS
 AW1684  HISTORY     - 1977     GOOD             NGS
 AW1684  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1684  HISTORY     - 19990511 MARK NOT FOUND   USPSQD
 AW1684  HISTORY     - 20010514 MARK NOT FOUND   USPSQD
 AW1684  HISTORY     - 20020723 MARK NOT FOUND   USPSQD
 AW1684  HISTORY     - 20041023 GOOD             USPSQD
 AW1684
 AW1684                          STATION DESCRIPTION
 AW1684
 AW1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1684'6.45 MI SW FROM GILCHRIST.
 AW1684'ABOUT 6.45 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1684'AT GILCHRIST, 65 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 37
 AW1684'FEET NORTHEAST OF POWER POLE 315, 5 FEET SOUTHEAST OF A FENCE, 1 FOOT
 AW1684'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 AW1684'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW1684
 AW1684                          STATION RECOVERY (1977)
 AW1684
 AW1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1684'RECOVERED IN GOOD CONDITION.
 AW1684
 AW1684                          STATION RECOVERY (1978)
 AW1684
 AW1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1684'NOT RECOVERED.
 AW1684
 AW1684                          STATION RECOVERY (1999)
 AW1684
 AW1684'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1684'MARK NOT FOUND.
 AW1684
 AW1684                          STATION RECOVERY (2001)
 AW1684
 AW1684'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1684'MARK NOT FOUND.
 AW1684
 AW1684                          STATION RECOVERY (2002)
 AW1684
 AW1684'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW1684'MARK NOT FOUND.
 AW1684
 AW1684                          STATION RECOVERY (2004)
 AW1684
 AW1684'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2543 ***********************************************************************
 AW2543  DESIGNATION -  F 1012
 AW2543  PID         -  AW2543
 AW2543  STATE/COUNTY-  TX/CHAMBERS
 AW2543  USGS QUAD   -  STOWELL (1993)
 AW2543
 AW2543                         *CURRENT SURVEY CONTROL
 AW2543  ___________________________________________________________________
 AW2543* NAD 83(1986)-  29 47 28.     (N)    094 28 21.     (W)     SCALED    
 AW2543* NAVD 88     -         8.05   (+/-2cm)      26.4    (feet)  VERTCON   
 AW2543  ___________________________________________________________________
 AW2543  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2543
 AW2543  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2543
 AW2543.The horizontal coordinates were scaled from a topographic map and have
 AW2543.an estimated accuracy of +/- 6 seconds.
 AW2543
 AW2543.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2543.The vertical order pertains to the NGVD 29 superseded value.
 AW2543
 AW2543.The geoid height was determined by GEOID03.
 AW2543
 AW2543;                    North         East    Units  Estimated Accuracy
 AW2543;SPC TXSC     - 4,225,450.    1,037,600.      MT  (+/- 180 meters Scaled)
 AW2543
 AW2543                          SUPERSEDED SURVEY CONTROL
 AW2543
 AW2543  NGVD 29 (??/??/92)    8.047  (m)           26.40   (f) ADJ UNCH    1 2
 AW2543
 AW2543.Superseded values are not recommended for survey control.
 AW2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2543.See file dsdata.txt to determine how the superseded data were derived.
 AW2543
 AW2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN576965(NAD 83)
 AW2543_MARKER: DB = BENCH MARK DISK
 AW2543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2543_SP_SET: CULVERT
 AW2543_STAMPING: F 1012 1953
 AW2543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2543+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2543
 AW2543  HISTORY     - Date     Condition        Report By
 AW2543  HISTORY     - 1953     MONUMENTED       CGS
 AW2543  HISTORY     - 1959     GOOD             NGS
 AW2543  HISTORY     - 1987     GOOD             USPSQD
 AW2543  HISTORY     - 19950803 GOOD             USPSQD
 AW2543  HISTORY     - 19960913 GOOD             USPSQD
 AW2543  HISTORY     - 20010331 GOOD             NGS
 AW2543  HISTORY     - 20030120 GOOD             USPSQD
 AW2543  HISTORY     - 20040220 GOOD             USPSQD
 AW2543  HISTORY     - 20060120 GOOD             USPSQD
 AW2543
 AW2543                          STATION DESCRIPTION
 AW2543
 AW2543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2543'5.55 MI W FROM STOWELL.
 AW2543'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2543'STOWELL, THENCE ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 73T, OR
 AW2543'ABOUT 7.05 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POST OFFICE AT
 AW2543'MONROE CITY, 31 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 AW2543'WEST OF THE CENTER LINE OF A PAVED ROAD LEADING NORTH, IN THE TOP OF
 AW2543'THE SOUTH END OF THE WEST HEAD WALL OF A 42-INCH CULVERT UNDER THE
 AW2543'PAVED ROAD LEADING NORTH, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AW2543'HIGHWAY.
 AW2543
 AW2543                          STATION RECOVERY (1987)
 AW2543
 AW2543'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWC)
 AW2543'RECOVERED IN GOOD CONDITION.
 AW2543
 AW2543                          STATION RECOVERY (1995)
 AW2543
 AW2543'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2543'RECOVERED IN GOOD CONDITION.
 AW2543
 AW2543                          STATION RECOVERY (1996)
 AW2543
 AW2543'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2543'RECOVERED IN GOOD CONDITION.
 AW2543
 AW2543                          STATION RECOVERY (2001)
 AW2543
 AW2543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2543'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2543
 AW2543                          STATION RECOVERY (2003)
 AW2543
 AW2543'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2543'RECOVERED IN GOOD CONDITION.
 AW2543
 AW2543                          STATION RECOVERY (2004)
 AW2543
 AW2543'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2543'RECOVERED IN GOOD CONDITION.
 AW2543
 AW2543                          STATION RECOVERY (2006)
 AW2543
 AW2543'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2543'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2839 ***********************************************************************
 AW2839  DESIGNATION -  F 1013
 AW2839  PID         -  AW2839
 AW2839  STATE/COUNTY-  TX/CHAMBERS
 AW2839  USGS QUAD   -  COVE (1993)
 AW2839
 AW2839                         *CURRENT SURVEY CONTROL
 AW2839  ___________________________________________________________________
 AW2839* NAD 83(1986)-  29 50 45.     (N)    094 46 37.     (W)     SCALED    
 AW2839* NAVD 88     -         1.41   (+/-2cm)       4.6    (feet)  VERTCON   
 AW2839  ___________________________________________________________________
 AW2839  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW2839
 AW2839  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2839
 AW2839.The horizontal coordinates were scaled from a topographic map and have
 AW2839.an estimated accuracy of +/- 6 seconds.
 AW2839
 AW2839.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2839.The vertical order pertains to the NGVD 29 superseded value.
 AW2839
 AW2839.The geoid height was determined by GEOID03.
 AW2839
 AW2839;                    North         East    Units  Estimated Accuracy
 AW2839;SPC TXSC     - 4,230,410.    1,007,970.      MT  (+/- 180 meters Scaled)
 AW2839
 AW2839                          SUPERSEDED SURVEY CONTROL
 AW2839
 AW2839  NGVD 29 (??/??/92)    1.410  (m)            4.63   (f) ADJ UNCH    1 2
 AW2839
 AW2839.Superseded values are not recommended for survey control.
 AW2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2839.See file dsdata.txt to determine how the superseded data were derived.
 AW2839
 AW2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP283030(NAD 83)
 AW2839_MARKER: DB = BENCH MARK DISK
 AW2839_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2839_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2839_STAMPING: F 1013 1953
 AW2839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2839
 AW2839  HISTORY     - Date     Condition        Report By
 AW2839  HISTORY     - 1953     MONUMENTED       CGS
 AW2839  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2839
 AW2839                          STATION DESCRIPTION
 AW2839
 AW2839'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW2839'2.75 MI W FROM WALLISVILLE.
 AW2839'0.25 MILE WEST ALONG AN OILED ROAD FROM PITTS STORE AT WALLISVILLE,
 AW2839'THENCE 0.8 MILE WEST ALONG THE NORTH BANK OF THE TRINITY RIVER, THENCE
 AW2839'0.4 MILE WEST ACROSS THE EAST CHANNEL OF THE TRINITY RIVER, THENCE 1.3
 AW2839'MILES WEST ALONG A FILL TO THE EAST BANK OF LOST RIVER, 232 FEET NORTH
 AW2839'OF THE CENTER LINE OF A FILL WHICH WILL BE THE NEW BAYTOWN TO PORT
 AW2839'ARTHUR HIGHWAY, 410 FEET EAST OF THE EAST EDGE OF LOST RIVER, 28.4
 AW2839'FEET NORTH OF A 24 INCH OAK TREE, 25.4 FEET WEST OF A 14 INCH OAK
 AW2839'TREE, 24 FEET SOUTHEAST OF A FORKED GUM TREE, SET IN THE TOP OF A 6
 AW2839'INCH CONCRETE PIPE WHICH IS FILLED WITH CONCRETE AND PROJECTS 0.2 FOOT
 AW2839'ABOVE THE GROUND.  NOTE-- PROBABLY DESTROYED, BROKEN PORTIONS OF THE
 AW2839'CONCRETE POST WERE FOUND IN THE AREA.
 AW2839
 AW2839                          STATION RECOVERY (1973)
 AW2839
 AW2839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2423 ***********************************************************************
 AW2423  DESIGNATION -  F 1014
 AW2423  PID         -  AW2423
 AW2423  STATE/COUNTY-  TX/JEFFERSON
 AW2423  USGS QUAD   -  MUD LAKE (1994)
 AW2423
 AW2423                         *CURRENT SURVEY CONTROL
 AW2423  ___________________________________________________________________
 AW2423* NAD 83(1986)-  29 34 17.     (N)    094 19 42.     (W)     SCALED    
 AW2423* NAVD 88     -         1.76   (+/-2cm)       5.8    (feet)  VERTCON   
 AW2423  ___________________________________________________________________
 AW2423  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW2423
 AW2423  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2423
 AW2423.The horizontal coordinates were scaled from a topographic map and have
 AW2423.an estimated accuracy of +/- 6 seconds.
 AW2423
 AW2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2423.The vertical order pertains to the NGVD 29 superseded value.
 AW2423
 AW2423.The geoid height was determined by GEOID03.
 AW2423
 AW2423;                    North         East    Units  Estimated Accuracy
 AW2423;SPC TXSC     - 4,201,660.    1,052,500.      MT  (+/- 180 meters Scaled)
 AW2423
 AW2423                          SUPERSEDED SURVEY CONTROL
 AW2423
 AW2423  NGVD 29 (??/??/92)    1.762  (m)            5.78   (f) ADJ UNCH    1 2
 AW2423
 AW2423.Superseded values are not recommended for survey control.
 AW2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2423.See file dsdata.txt to determine how the superseded data were derived.
 AW2423
 AW2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN713720(NAD 83)
 AW2423_MARKER: DB = BENCH MARK DISK
 AW2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2423_STAMPING: F 1014 1953
 AW2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2423+STABILITY: SURFACE MOTION
 AW2423
 AW2423  HISTORY     - Date     Condition        Report By
 AW2423  HISTORY     - 1953     MONUMENTED       CGS
 AW2423  HISTORY     - 1958     GOOD             NGS
 AW2423
 AW2423                          STATION DESCRIPTION
 AW2423
 AW2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2423'4.85 MI NE FROM HIGH ISLAND.
 AW2423'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2423'AT HIGH ISLAND, THENCE ABOUT 3.95 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2423'87, 119 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 81 FEET
 AW2423'NORTHWEST OF A FENCE, 56 FEET NORTH OF THE NORTH CORNER OF A SMALL TIN
 AW2423'SHED AND ON THE SOUTHWEST SIDE OF A ROW OF TREES, 1 FOOT SOUTHEAST OF
 AW2423'A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP
 AW2423'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2424 ***********************************************************************
 AW2424  DESIGNATION -  F 1014 RESET 1962
 AW2424  PID         -  AW2424
 AW2424  STATE/COUNTY-  TX/JEFFERSON
 AW2424  USGS QUAD   -  MUD LAKE (1994)
 AW2424
 AW2424                         *CURRENT SURVEY CONTROL
 AW2424  ___________________________________________________________________
 AW2424* NAD 83(1986)-  29 34 17.     (N)    094 19 39.     (W)     SCALED    
 AW2424* NAVD 88     -         1.64   (+/-2cm)       5.4    (feet)  VERTCON   
 AW2424  ___________________________________________________________________
 AW2424  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW2424
 AW2424  VERT ORDER  -  THIRD (See Below)
 AW2424
 AW2424.The horizontal coordinates were scaled from a topographic map and have
 AW2424.an estimated accuracy of +/- 6 seconds.
 AW2424
 AW2424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2424.The vertical order pertains to the NGVD 29 superseded value.
 AW2424
 AW2424.The geoid height was determined by GEOID03.
 AW2424
 AW2424;                    North         East    Units  Estimated Accuracy
 AW2424;SPC TXSC     - 4,201,670.    1,052,580.      MT  (+/- 180 meters Scaled)
 AW2424
 AW2424                          SUPERSEDED SURVEY CONTROL
 AW2424
 AW2424  NGVD 29 (??/??/??)    1.64   (m)            5.4    (f) RESET       3  
 AW2424
 AW2424.Superseded values are not recommended for survey control.
 AW2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2424.See file dsdata.txt to determine how the superseded data were derived.
 AW2424
 AW2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN714720(NAD 83)
 AW2424_MARKER: DB = BENCH MARK DISK
 AW2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2424_SP_SET: CONCRETE POST
 AW2424_STAMPING: F 1014 RESET 1962
 AW2424_MARK LOGO: CGS   
 AW2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2424+STABILITY: SURFACE MOTION
 AW2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2424+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1989
 AW2424
 AW2424  HISTORY     - Date     Condition        Report By
 AW2424  HISTORY     - 1962     MONUMENTED       CGS
 AW2424  HISTORY     - 1977     GOOD             NGS
 AW2424  HISTORY     - 19891218 GOOD             MERRIC
 AW2424
 AW2424                          STATION DESCRIPTION
 AW2424
 AW2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AW2424'0.9 MI SE FROM HIGH ISLAND.
 AW2424'ABOUT 0.9 MILE SOUTHEAST ON STATE HIGHWAY 124 FROM THE POST OFFICE IN
 AW2424'HIGH ISLAND, THENCE 4.0 MILES NORTHEAST ON STATE HIGHWAY 87, 77 FEET
 AW2424'SOUTHWEST OF A LINE OF TREES, 73 FEET NORTHWEST OF THE CENTER LINE OF
 AW2424'HIGHWAY, 50 FEET NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT-OF-WAY, AND
 AW2424'1 FOOT SOUTHWEST OF A METAL WITNESS POST.  A STANDARD BENCH MARK DISK
 AW2424'STAMPED F 1014 RESET 1962, SET IN A 12 X 12 IN. CONCRETE POST WHICH
 AW2424'PROJECTS 6 INCHES.
 AW2424
 AW2424                          STATION RECOVERY (1977)
 AW2424
 AW2424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW2424'RECOVERED IN GOOD CONDITION.
 AW2424
 AW2424                          STATION RECOVERY (1989)
 AW2424
 AW2424'RECOVERY NOTE BY MERRICK AND COMPANY 1989
 AW2424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0446 ***********************************************************************
 AV0446  TIDAL BM    -  This is a Tidal Bench Mark.
 AV0446  DESIGNATION -  F 1015
 AV0446  PID         -  AV0446
 AV0446  STATE/COUNTY-  TX/JEFFERSON
 AV0446  USGS QUAD   -  TEXAS POINT (1993)
 AV0446
 AV0446                         *CURRENT SURVEY CONTROL
 AV0446  ___________________________________________________________________
 AV0446* NAD 83(1993)-  29 43 42.81584(N)    093 52 22.91192(W)     ADJUSTED  
 AV0446* NAVD 88     -         2.02   (+/-2cm)       6.6    (feet)  VERTCON   
 AV0446  ___________________________________________________________________
 AV0446  X           -    -374,420.385 (meters)                     COMP
 AV0446  Y           -  -5,530,557.909 (meters)                     COMP
 AV0446  Z           -   3,144,267.737 (meters)                     COMP
 AV0446  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AV0446  ELLIP HEIGHT-         -25.15  (meters)          (06/17/02) GPS OBS
 AV0446  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AV0446
 AV0446  HORZ ORDER  -  FIRST
 AV0446  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0446  ELLP ORDER  -  FIFTH     CLASS I
 AV0446
 AV0446.The horizontal coordinates were established by GPS observations
 AV0446.and adjusted by the National Geodetic Survey in February 1996..
 AV0446
 AV0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0446.The vertical order pertains to the NGVD 29 superseded value.
 AV0446
 AV0446.This Tidal Bench Mark is designated as VM 1571
 AV0446.by the Center for Operational Oceanographic Products and Services.
 AV0446
 AV0446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0446
 AV0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0446
 AV0446.The ellipsoidal height was determined by GPS observations
 AV0446.and is referenced to NAD 83.
 AV0446
 AV0446.The geoid height was determined by GEOID03.
 AV0446
 AV0446;                    North         East     Units Scale Factor Converg.
 AV0446;SPC TXSC     - 4,220,912.160 1,095,807.844   MT  0.99988676   +2 30 42.4
 AV0446;SPC TXSC     -13,848,109.31  3,595,162.90   sFT  0.99988676   +2 30 42.4
 AV0446;SPC LA S     -   138,901.990   754,325.484   MT  0.99993697   -1 16 11.6
 AV0446;SPC LA S     -   455,714.28  2,474,816.19   sFT  0.99993697   -1 16 11.6
 AV0446;UTM  15      - 3,289,027.216   415,568.293   MT  0.99968795   -0 25 58.6
 AV0446
 AV0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0446!SPC TXSC     -   1.00000395  x   0.99988676  =   0.99989071
 AV0446!SPC LA S     -   1.00000395  x   0.99993697  =   0.99994092
 AV0446!UTM  15      -   1.00000395  x   0.99968795  =   0.99969190
 AV0446
 AV0446                          SUPERSEDED SURVEY CONTROL
 AV0446
 AV0446  ELLIP H (02/16/96)  -25.09   (m)                       GP(       ) 5 1
 AV0446  NAD 83(1993)-  29 43 42.81576(N)    093 52 22.91195(W) AD(       ) 1
 AV0446  ELLIP H (01/21/93)  -25.09   (m)                       GP(       ) 4 2
 AV0446  NAD 83(1993)-  29 43 42.83517(N)    093 52 22.89071(W) AD(       ) 1
 AV0446  NGVD 29 (??/??/??)    2.010  (m)            6.59   (f) ADJUSTED    1 2
 AV0446
 AV0446.Superseded values are not recommended for survey control.
 AV0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0446.See file dsdata.txt to determine how the superseded data were derived.
 AV0446
 AV0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN1556889027(NAD 83)
 AV0446_MARKER: DB = BENCH MARK DISK
 AV0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0446_SP_SET: CONCRETE BASE
 AV0446_STAMPING: F 1015 1953
 AV0446_MARK LOGO: CGS   
 AV0446_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AV0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0446+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 AV0446
 AV0446  HISTORY     - Date     Condition        Report By
 AV0446  HISTORY     - 1953     MONUMENTED       CGS
 AV0446  HISTORY     - 1958     GOOD             CGS
 AV0446  HISTORY     - 1984     GOOD             USPSQD
 AV0446  HISTORY     - 1987     GOOD             USPSQD
 AV0446  HISTORY     - 19880921 GOOD             USPSQD
 AV0446  HISTORY     - 1989     GOOD             USPSQD
 AV0446  HISTORY     - 1989     GOOD             USPSQD
 AV0446  HISTORY     - 1989     GOOD             USPSQD
 AV0446  HISTORY     - 1990     GOOD             USPSQD
 AV0446  HISTORY     - 1990     GOOD             USPSQD
 AV0446  HISTORY     - 19900108 GOOD             MERRIC
 AV0446  HISTORY     - 19930202 GOOD             USPSQD
 AV0446  HISTORY     - 20050531 GOOD             JCLS
 AV0446
 AV0446                          STATION DESCRIPTION
 AV0446
 AV0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0446'1.95 MI SE FROM SABINE PASS.
 AV0446'ABOUT 0.55 MILE NORTHEAST ALONG AN OILED ROAD FROM THE DICK DOWLING
 AV0446'MONUMENT AT SABINE PASS, THENCE ABOUT 1.4 MILES SOUTHEAST ALONG AN
 AV0446'OILED ROAD, AT THE WEST CORNER OF THE U.S. COAST GUARD STATION, 49
 AV0446'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 151 FEET NORTHWEST OF
 AV0446'THE NORTHWEST ENTRANCE TO THE COAST GUARD STATION, 8 FEET SOUTHWEST OF
 AV0446'A FENCE, 10 1/2 FEET SOUTHEAST OF A POWER POLE, ABOUT LEVEL WITH THE
 AV0446'ROAD, AND IN THE TOP OF THE WEST CORNER OF A 2 X 2 FEET CONCRETE BASE
 AV0446'FOR GUY WIRES TO THE RADIO ANTENNA POLE.
 AV0446
 AV0446                          STATION RECOVERY (1984)
 AV0446
 AV0446'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0446'RECOVERED IN GOOD CONDITION.
 AV0446
 AV0446                          STATION RECOVERY (1987)
 AV0446
 AV0446'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0446'RECOVERED IN GOOD CONDITION.
 AV0446
 AV0446                          STATION RECOVERY (1988)
 AV0446
 AV0446'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AV0446'RECOVERED IN GOOD CONDITION.
 AV0446
 AV0446                          STATION RECOVERY (1989)
 AV0446
 AV0446'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0446'RECOVERED IN GOOD CONDITION.
 AV0446
 AV0446                          STATION RECOVERY (1989)
 AV0446
 AV0446'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0446'RECOVERED IN GOOD CONDITION.
 AV0446
 AV0446                          STATION RECOVERY (1989)
 AV0446
 AV0446'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0446'RECOVERED IN GOOD CONDITION.
 AV0446
 AV0446                          STATION RECOVERY (1990)
 AV0446
 AV0446'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0446'RECOVERED IN GOOD CONDITION.
 AV0446
 AV0446                          STATION RECOVERY (1990)
 AV0446
 AV0446'RECOVERY NOTE BY US POWER SQUADRON 1990 (GBW)
 AV0446'RECOVERED IN GOOD CONDITION.
 AV0446
 AV0446                          STATION RECOVERY (1990)
 AV0446
 AV0446'RECOVERY NOTE BY MERRICK AND COMPANY 1990
 AV0446'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROAD 3322 AND STATE
 AV0446'HIGHWAY 87 IN THE TOWN OF SABINE PASS, PROCEED SOUTH ON FARM ROAD 3322
 AV0446'FOR 1.5 MILES TO A T INTERSECTION, TURN RIGHT AND PROCEED APPROX 300
 AV0446'FEET SOUTH TO THE STATION ON THE LEFT. THE MARKER IS 52 FEET EAST OF
 AV0446'THE ROAD CENTERLINE, AND 13.5 FEET NORTHWEST OF THE CORNER OF THE
 AV0446'FENCE AROUND THE US COAST GUARD STATION.  THE MARKER IS A STANDARD CGS
 AV0446'BENCHMARK DISK SET IN THE TOP WEST CORNER OF A 2 X 2 FOOT CONCRETE
 AV0446'BASE FOR GUY WIRES.
 AV0446
 AV0446                          STATION RECOVERY (1993)
 AV0446
 AV0446'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0446'RECOVERED IN GOOD CONDITION.
 AV0446
 AV0446                          STATION RECOVERY (2005)
 AV0446
 AV0446'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AV0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2487 ***********************************************************************
 AW2487  DESIGNATION -  F 1016
 AW2487  PID         -  AW2487
 AW2487  STATE/COUNTY-  TX/JEFFERSON
 AW2487  USGS QUAD   -  PORT ACRES (1993)
 AW2487
 AW2487                         *CURRENT SURVEY CONTROL
 AW2487  ___________________________________________________________________
 AW2487* NAD 83(1986)-  29 54 44.     (N)    094 00 55.     (W)     SCALED    
 AW2487* NAVD 88     -         1.77   (+/-2cm)       5.8    (feet)  VERTCON   
 AW2487  ___________________________________________________________________
 AW2487  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2487
 AW2487  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2487
 AW2487.The horizontal coordinates were scaled from a topographic map and have
 AW2487.an estimated accuracy of +/- 6 seconds.
 AW2487
 AW2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2487.The vertical order pertains to the NGVD 29 superseded value.
 AW2487
 AW2487.The geoid height was determined by GEOID03.
 AW2487
 AW2487;                    North         East    Units  Estimated Accuracy
 AW2487;SPC TXSC     - 4,240,660.    1,081,190.      MT  (+/- 180 meters Scaled)
 AW2487
 AW2487                          SUPERSEDED SURVEY CONTROL
 AW2487
 AW2487  NGVD 29 (??/??/92)    1.761  (m)            5.78   (f) ADJ UNCH    1 2
 AW2487
 AW2487.Superseded values are not recommended for survey control.
 AW2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2487.See file dsdata.txt to determine how the superseded data were derived.
 AW2487
 AW2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP019094(NAD 83)
 AW2487_MARKER: DB = BENCH MARK DISK
 AW2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2487_STAMPING: F 1016 1954
 AW2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2487+STABILITY: SURFACE MOTION
 AW2487
 AW2487  HISTORY     - Date     Condition        Report By
 AW2487  HISTORY     - 1954     MONUMENTED       CGS
 AW2487  HISTORY     - 1972     GOOD             NGS
 AW2487  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2487  HISTORY     - 1990     GOOD             USPSQD
 AW2487  HISTORY     - 19950408 GOOD             USPSQD
 AW2487  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AW2487  HISTORY     - 20010331 GOOD             NGS
 AW2487  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 AW2487  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 AW2487
 AW2487                          STATION DESCRIPTION
 AW2487
 AW2487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW2487'1.6 MI N FROM PORT ACRES.
 AW2487'0.6 MILES EAST ALONG 61ST STREET FROM THE STEPHEN F. AUSTIN HIGH
 AW2487'SCHOOL AT PORT ACRES, THENCE 1.0 MILE NORTHWEST ALONG THE SOUTHERN
 AW2487'PACIFIC RAILROAD AND WEST PORT ARTHUR ROAD, 47.0 MILES NORTHEAST OF
 AW2487'THE NORTHEAST RAIL, 42.0 FEET NORTHWEST OF CENTER LINE OF DORSEY ROAD
 AW2487'(PAVED) 24.2 FEET SOUTHWEST OF A GAS LINE MARKER (GULF REFINING CO.)
 AW2487'8.7 FEET NORTHWEST OF A TEL. POLE, 5.8 FEET NORTHWEST OF A FENCE, 5.5
 AW2487'FEET NORTHEAST OF A FENCE.  A C AND GS DISK IN THE TOP OF A CONCRETE
 AW2487'POST PROJECTING 6 INCHES, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST 3
 AW2487'1/2 FEET BELOW THE LEVEL OF THE RAILROAD.
 AW2487
 AW2487                          STATION RECOVERY (1988)
 AW2487
 AW2487'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW2487'MARK NOT FOUND.
 AW2487
 AW2487                          STATION RECOVERY (1990)
 AW2487
 AW2487'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMG)
 AW2487'RECOVERED IN GOOD CONDITION.
 AW2487
 AW2487                          STATION RECOVERY (1995)
 AW2487
 AW2487'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2487'RECOVERED IN GOOD CONDITION.
 AW2487
 AW2487                          STATION RECOVERY (2000)
 AW2487
 AW2487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW2487'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2487
 AW2487                          STATION RECOVERY (2001)
 AW2487
 AW2487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2487'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2487
 AW2487                          STATION RECOVERY (2002)
 AW2487
 AW2487'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2487'MARK NOT FOUND.
 AW2487
 AW2487                          STATION RECOVERY (2004)
 AW2487
 AW2487'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW2487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2481 ***********************************************************************
 AW2481  DESIGNATION -  F 1017
 AW2481  PID         -  AW2481
 AW2481  STATE/COUNTY-  TX/JEFFERSON
 AW2481  USGS QUAD   -  PORT ACRES (1993)
 AW2481
 AW2481                         *CURRENT SURVEY CONTROL
 AW2481  ___________________________________________________________________
 AW2481* NAD 83(1986)-  29 57 27.     (N)    094 01 22.     (W)     SCALED    
 AW2481* NAVD 88     -         5.03   (+/-2cm)      16.5    (feet)  VERTCON   
 AW2481  ___________________________________________________________________
 AW2481  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2481
 AW2481  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2481
 AW2481.This mark is at Jefferson Co (BPT) Airport (BPT)
 AW2481
 AW2481.The horizontal coordinates were scaled from a topographic map and have
 AW2481.an estimated accuracy of +/- 6 seconds.
 AW2481
 AW2481.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2481.The vertical order pertains to the NGVD 29 superseded value.
 AW2481
 AW2481.The geoid height was determined by GEOID03.
 AW2481
 AW2481;                    North         East    Units  Estimated Accuracy
 AW2481;SPC TXSC     - 4,245,640.    1,080,260.      MT  (+/- 180 meters Scaled)
 AW2481
 AW2481                          SUPERSEDED SURVEY CONTROL
 AW2481
 AW2481  NGVD 29 (??/??/92)    5.020  (m)           16.47   (f) ADJ UNCH    1 2
 AW2481
 AW2481.Superseded values are not recommended for survey control.
 AW2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2481.See file dsdata.txt to determine how the superseded data were derived.
 AW2481
 AW2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP013145(NAD 83)
 AW2481_MARKER: DB = BENCH MARK DISK
 AW2481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2481_SP_SET: FOUNDATION
 AW2481_STAMPING: F 1017 1954
 AW2481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2481
 AW2481  HISTORY     - Date     Condition        Report By
 AW2481  HISTORY     - 1954     MONUMENTED       CGS
 AW2481  HISTORY     - 1960     GOOD             NGS
 AW2481  HISTORY     - 1965     GOOD             NGS
 AW2481  HISTORY     - 1979     GOOD             NGS
 AW2481  HISTORY     - 1988     GOOD             USPSQD
 AW2481  HISTORY     - 19940906 GOOD             USPSQD
 AW2481  HISTORY     - 20001231 GOOD             NGS
 AW2481  HISTORY     - 20010331 GOOD             NGS
 AW2481  HISTORY     - 20020806 MARK NOT FOUND   USPSQD
 AW2481  HISTORY     - 20041009 GOOD             USPSQD
 AW2481
 AW2481                          STATION DESCRIPTION
 AW2481
 AW2481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AW2481'2 MI SW FROM NEDERLAND.
 AW2481'ABOUT 2 MILES SW OF THE NEDERLAND BUSINESS DISTRICT, AT THE JEFFERSON
 AW2481'COUNTY AIRPORT, ABOUT 700 FT. NW OF THE AIRPORT TERMINAL BUILDING, 26
 AW2481'FT. NE OF THE SOUTH CORNER OF HANGAR NO. 1, FLUSH WITH THE FLOOR OF
 AW2481'THE HANGAR, AT THE SOUTHEAST ENTRANCE TO THE HANGAR, SET IN THE TOP OF
 AW2481'A CONCRETE FOUNDATION OF THE HANGAR.
 AW2481
 AW2481                          STATION RECOVERY (1965)
 AW2481
 AW2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AW2481'RECOVERED IN GOOD CONDITION.
 AW2481
 AW2481                          STATION RECOVERY (1979)
 AW2481
 AW2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AW2481'RECOVERED IN GOOD CONDITION.
 AW2481
 AW2481                          STATION RECOVERY (1988)
 AW2481
 AW2481'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEF)
 AW2481'RECOVERED IN GOOD CONDITION.
 AW2481
 AW2481                          STATION RECOVERY (1994)
 AW2481
 AW2481'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2481'RECOVERED IN GOOD CONDITION.
 AW2481
 AW2481                          STATION RECOVERY (2000)
 AW2481
 AW2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW2481'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2481
 AW2481                          STATION RECOVERY (2001)
 AW2481
 AW2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2481'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2481
 AW2481                          STATION RECOVERY (2002)
 AW2481
 AW2481'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2481'MARK NOT FOUND.
 AW2481
 AW2481                          STATION RECOVERY (2004)
 AW2481
 AW2481'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW2481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2398 ***********************************************************************
 AW2398  DESIGNATION -  F 1018
 AW2398  PID         -  AW2398
 AW2398  STATE/COUNTY-  TX/JEFFERSON
 AW2398  USGS QUAD   -  HAMSHIRE (1994)
 AW2398
 AW2398                         *CURRENT SURVEY CONTROL
 AW2398  ___________________________________________________________________
 AW2398* NAD 83(1986)-  29 52 06.     (N)    094 17 29.     (W)     SCALED    
 AW2398* NAVD 88     -         4.38   (+/-2cm)      14.4    (feet)  VERTCON   
 AW2398  ___________________________________________________________________
 AW2398  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2398
 AW2398  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2398
 AW2398.The horizontal coordinates were scaled from a topographic map and have
 AW2398.an estimated accuracy of +/- 6 seconds.
 AW2398
 AW2398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2398.The vertical order pertains to the NGVD 29 superseded value.
 AW2398
 AW2398.The geoid height was determined by GEOID03.
 AW2398
 AW2398;                    North         East    Units  Estimated Accuracy
 AW2398;SPC TXSC     - 4,234,690.    1,054,750.      MT  (+/- 180 meters Scaled)
 AW2398
 AW2398                          SUPERSEDED SURVEY CONTROL
 AW2398
 AW2398  NGVD 29 (??/??/92)    4.376  (m)           14.36   (f) ADJ UNCH    1 2
 AW2398
 AW2398.Superseded values are not recommended for survey control.
 AW2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2398.See file dsdata.txt to determine how the superseded data were derived.
 AW2398
 AW2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP752048(NAD 83)
 AW2398_MARKER: DB = BENCH MARK DISK
 AW2398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2398_SP_SET: BRIDGE
 AW2398_STAMPING: F 1018 1954
 AW2398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2398
 AW2398  HISTORY     - Date     Condition        Report By
 AW2398  HISTORY     - 1954     MONUMENTED       CGS
 AW2398  HISTORY     - 1958     GOOD             NGS
 AW2398  HISTORY     - 1971     GOOD             NGS
 AW2398  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2398  HISTORY     - 19960520 MARK NOT FOUND   LOCENG
 AW2398
 AW2398                          STATION DESCRIPTION
 AW2398
 AW2398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2398'1.2 MI NE FROM HAMSHIRE.
 AW2398'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE
 AW2398'AT HAMSHIRE, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN
 AW2398'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE CONCRETE
 AW2398'BRIDGE OVER THE SOUTH FORK OF TAYLORS BAYOU, AND ABOUT 2 FEET BELOW
 AW2398'THE LEVEL OF THE HIGHWAY.
 AW2398
 AW2398                          STATION RECOVERY (1971)
 AW2398
 AW2398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2398'RECOVERED IN GOOD CONDITION.
 AW2398
 AW2398                          STATION RECOVERY (1987)
 AW2398
 AW2398'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 AW2398'MARK NOT FOUND.
 AW2398
 AW2398                          STATION RECOVERY (1996)
 AW2398
 AW2398'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996
 AW2398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6534 ***********************************************************************
 AB6534  DESIGNATION -  F 1018 RESET
 AB6534  PID         -  AB6534
 AB6534  STATE/COUNTY-  TX/JEFFERSON
 AB6534  USGS QUAD   -  HAMSHIRE (1994)
 AB6534
 AB6534                         *CURRENT SURVEY CONTROL
 AB6534  ___________________________________________________________________
 AB6534* NAD 83(1986)-  29 52 06.     (N)    094 17 29.     (W)     SCALED    
 AB6534* NAVD 88     -         6.03   (+/-2cm)      19.8    (feet)  VERTCON   
 AB6534  ___________________________________________________________________
 AB6534  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AB6534
 AB6534  VERT ORDER  -  THIRD (See Below)
 AB6534
 AB6534.The horizontal coordinates were scaled from a topographic map and have
 AB6534.an estimated accuracy of +/- 6 seconds.
 AB6534
 AB6534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB6534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB6534.The vertical order pertains to the NGVD 29 superseded value.
 AB6534
 AB6534.The geoid height was determined by GEOID03.
 AB6534
 AB6534;                    North         East    Units  Estimated Accuracy
 AB6534;SPC TXSC     - 4,234,690.    1,054,750.      MT  (+/- 180 meters Scaled)
 AB6534
 AB6534                          SUPERSEDED SURVEY CONTROL
 AB6534
 AB6534  NGVD 29 (06/22/04)    6.03   (m)           19.8    (f) RESET       3  
 AB6534
 AB6534.Superseded values are not recommended for survey control.
 AB6534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6534.See file dsdata.txt to determine how the superseded data were derived.
 AB6534
 AB6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP752048(NAD 83)
 AB6534_MARKER: DV = VERTICAL CONTROL DISK
 AB6534_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB6534_SP_SET: BRIDGE HEADWALL
 AB6534_STAMPING: F 1018 RESET 1996
 AB6534_MARK LOGO: NGS   
 AB6534_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6534+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AB6534
 AB6534  HISTORY     - Date     Condition        Report By
 AB6534  HISTORY     - 1996     MONUMENTED       LOCENG
 AB6534  HISTORY     - 20040322 GOOD             USPSQD
 AB6534  HISTORY     - 20060305 GOOD             USPSQD
 AB6534
 AB6534                          STATION DESCRIPTION
 AB6534
 AB6534'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (LL)
 AB6534'1.2 MILES (1.9 KM) NORTHEAST ALONG STATE HIGHWAY 124 FROM THE POST
 AB6534'OFFICE IN HAMSHIRE, 15 FEET (4.6 M) SOUTHEAST OF THE CENTERLINE OF THE
 AB6534'HIGHWAY IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF
 AB6534'THE CONCRETE BRIDGE OVER THE SOUTH FORK OF TAYLORS BAYOU AND ABOUT 2
 AB6534'FEET (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.
 AB6534
 AB6534                          STATION RECOVERY (2004)
 AB6534
 AB6534'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AB6534'RECOVERED IN GOOD CONDITION.
 AB6534
 AB6534                          STATION RECOVERY (2006)
 AB6534
 AB6534'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AB6534'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0415 ***********************************************************************
 AW0415  DESIGNATION -  F 1019
 AW0415  PID         -  AW0415
 AW0415  STATE/COUNTY-  TX/HARRIS
 AW0415  USGS QUAD   -  HIGHLANDS (1995)
 AW0415
 AW0415                         *CURRENT SURVEY CONTROL
 AW0415  ___________________________________________________________________
 AW0415* NAD 83(1986)-  29 50 31.     (N)    095 01 16.     (W)     SCALED    
 AW0415* NAVD 88     -        13.029  (meters)      42.75   (feet)  ADJUSTED  
 AW0415  ___________________________________________________________________
 AW0415  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0415  DYNAMIC HT  -          13.012 (meters)      42.69  (feet)  COMP
 AW0415  MODELED GRAV-     979,294.2   (mgal)                       NAVD 88
 AW0415
 AW0415  VERT ORDER  -  FIRST     CLASS II
 AW0415
 AW0415.The horizontal coordinates were scaled from a topographic map and have
 AW0415.an estimated accuracy of +/- 6 seconds.
 AW0415
 AW0415.The orthometric height was determined by differential leveling
 AW0415.and adjusted by the National Geodetic Survey in June 1991..
 AW0415
 AW0415.The geoid height was determined by GEOID03.
 AW0415
 AW0415.The dynamic height is computed by dividing the NAVD 88
 AW0415.geopotential number by the normal gravity value computed on the
 AW0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0415.degrees latitude (g = 980.6199 gals.).
 AW0415
 AW0415.The modeled gravity was interpolated from observed gravity values.
 AW0415
 AW0415;                    North         East    Units  Estimated Accuracy
 AW0415;SPC TXSC     - 4,229,150.      984,400.      MT  (+/- 180 meters Scaled)
 AW0415
 AW0415                          SUPERSEDED SURVEY CONTROL
 AW0415
 AW0415  NGVD 29 (12/23/87)   13.027  (m)           42.74   (f) ADJUSTED    1 2
 AW0415
 AW0415.Superseded values are not recommended for survey control.
 AW0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0415.See file dsdata.txt to determine how the superseded data were derived.
 AW0415
 AW0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP047029(NAD 83)
 AW0415_MARKER: DB = BENCH MARK DISK
 AW0415_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0415+WITH SETTING: PAVEMENT
 AW0415_SP_SET: HEAD GATE FOUNDATION WALL
 AW0415_STAMPING: F 1019 1954
 AW0415_MARK LOGO: CGS   
 AW0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0415+STABILITY: SURFACE MOTION
 AW0415
 AW0415  HISTORY     - Date     Condition        Report By
 AW0415  HISTORY     - 1954     MONUMENTED       CGS
 AW0415  HISTORY     - 1964     GOOD             NGS
 AW0415  HISTORY     - 1978     GOOD             NGS
 AW0415  HISTORY     - 1986     GOOD             NGS
 AW0415  HISTORY     - 19970927 GOOD             USPSQD
 AW0415  HISTORY     - 20041106 GOOD             USPSQD
 AW0415
 AW0415                          STATION DESCRIPTION
 AW0415
 AW0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0415'3.95 MI NE FROM HIGHLANDS.
 AW0415'ABOUT 1.75 MILES NORTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE POST
 AW0415'OFFICE AT HIGHLANDS, THENCE 2.2 MILES EAST ALONG THE BARBERS HILL
 AW0415'ROAD, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 95 FEET SOUTH
 AW0415'ACROSS THE ROAD FROM A METAL PUMP HOUSE, 27 FEET NORTH OF THE NORTH
 AW0415'EDGE OF A LAKE, SET IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE
 AW0415'HEAD GATE, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 AW0415
 AW0415                          STATION RECOVERY (1978)
 AW0415
 AW0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0415'RECOVERED IN GOOD CONDITION.
 AW0415
 AW0415                          STATION RECOVERY (1986)
 AW0415
 AW0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0415'RECOVERED IN GOOD CONDITION.
 AW0415
 AW0415                          STATION RECOVERY (1997)
 AW0415
 AW0415'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0415'RECOVERED IN GOOD CONDITION.
 AW0415
 AW0415                          STATION RECOVERY (2004)
 AW0415
 AW0415'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0558 ***********************************************************************
 BY0558  DESIGNATION -  F 102
 BY0558  PID         -  BY0558
 BY0558  STATE/COUNTY-  TX/JASPER
 BY0558  USGS QUAD   -  EBENEZER (1984)
 BY0558
 BY0558                         *CURRENT SURVEY CONTROL
 BY0558  ___________________________________________________________________
 BY0558* NAD 83(1986)-  31 00 32.     (N)    094 11 35.     (W)     SCALED    
 BY0558* NAVD 88     -        54.03   (+/-2cm)     177.3    (feet)  VERTCON   
 BY0558  ___________________________________________________________________
 BY0558  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BY0558
 BY0558  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0558
 BY0558.The horizontal coordinates were scaled from a topographic map and have
 BY0558.an estimated accuracy of +/- 6 seconds.
 BY0558
 BY0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0558.The vertical order pertains to the NGVD 29 superseded value.
 BY0558
 BY0558.The geoid height was determined by GEOID03.
 BY0558
 BY0558;                    North         East    Units  Estimated Accuracy
 BY0558;SPC TX C     - 3,164,970.    1,286,000.      MT  (+/- 180 meters Scaled)
 BY0558
 BY0558                          SUPERSEDED SURVEY CONTROL
 BY0558
 BY0558  NGVD 29 (??/??/92)   54.045  (m)          177.31   (f) ADJ UNCH    2 0
 BY0558
 BY0558.Superseded values are not recommended for survey control.
 BY0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0558.See file dsdata.txt to determine how the superseded data were derived.
 BY0558
 BY0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ861311(NAD 83)
 BY0558_MARKER: DB = BENCH MARK DISK
 BY0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0558_STAMPING: F 102 1952
 BY0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0558+STABILITY: SURFACE MOTION
 BY0558
 BY0558  HISTORY     - Date     Condition        Report By
 BY0558  HISTORY     - 1952     MONUMENTED       CGS
 BY0558  HISTORY     - 1979     GOOD             USGS
 BY0558
 BY0558                          STATION DESCRIPTION
 BY0558
 BY0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0558'14.8 MI NW FROM JASPER.
 BY0558'14.8 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0558'JASPER, AT A JUNCTION WITH FARM ROAD 255, AT THE T. PRIMROSE
 BY0558'FARMHOUSE, 145 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BY0558'FARMHOUSE, 100 FEET NORTHWEST OF A LONE 6 INCH OAK TREE, 82 FEET
 BY0558'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 193 FEET NORTHWEST OF A
 BY0558'LONE FORKED PINE TREE, 2.1 FEET SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST
 BY0558'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0558'0.4 FOOT ABOVE THE GROUND.
 BY0558
 BY0558                          STATION RECOVERY (1979)
 BY0558
 BY0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0558'1.5 MILES W ALONG HWY 190 AND 63 FROM JCT OF HWYS 190, 63 AND 96 AT
 BY0558'THE S EDGE OF JASPER, THENCE 12.8 MILES NW ALONG HWY 63 TO JCT OF
 BY0558'HWYS 63 AND 255R, THENCE 1.9 MILES S ALONG HWY 255R, THENCE 0.45
 BY0558'MILES NW ALONG PAVED ROAD TO T-RD., 145 FT NW OF THE NW CORNER OF THE
 BY0558'T. PRIMROSE FARMHOUSE, 82 FT SW OF CENTERLINE OF THE ROAD, 2.1 FT SE
 BY0558'OF A FENCE, 2 FT SW OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0558'POST PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0974 ***********************************************************************
 AW0974  DESIGNATION -  F 1020
 AW0974  PID         -  AW0974
 AW0974  STATE/COUNTY-  TX/HARRIS
 AW0974  USGS QUAD   -  PASADENA (1995)
 AW0974
 AW0974                         *CURRENT SURVEY CONTROL
 AW0974  ___________________________________________________________________
 AW0974* NAD 83(1986)-  29 44 40.     (N)    095 09 16.     (W)     SCALED    
 AW0974* NAVD 88     -         8.55   (+/-2cm)      28.1    (feet)  VERTCON   
 AW0974  ___________________________________________________________________
 AW0974  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW0974
 AW0974  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0974
 AW0974.The horizontal coordinates were scaled from a topographic map and have
 AW0974.an estimated accuracy of +/- 6 seconds.
 AW0974
 AW0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0974.The vertical order pertains to the NGVD 29 superseded value.
 AW0974
 AW0974.The geoid height was determined by GEOID03.
 AW0974
 AW0974;                    North         East    Units  Estimated Accuracy
 AW0974;SPC TXSC     - 4,217,920.      971,880.      MT  (+/- 180 meters Scaled)
 AW0974
 AW0974                          SUPERSEDED SURVEY CONTROL
 AW0974
 AW0974  NGVD 29 (??/??/92)    8.548  (m)           28.04   (f) ADJ UNCH    1 2
 AW0974
 AW0974.Superseded values are not recommended for survey control.
 AW0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0974.See file dsdata.txt to determine how the superseded data were derived.
 AW0974
 AW0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN916924(NAD 83)
 AW0974_MARKER: DB = BENCH MARK DISK
 AW0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0974_STAMPING: F 1020 1954
 AW0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0974+STABILITY: SURFACE MOTION
 AW0974
 AW0974  HISTORY     - Date     Condition        Report By
 AW0974  HISTORY     - 1954     MONUMENTED       CGS
 AW0974  HISTORY     - 1964     GOOD             NGS
 AW0974  HISTORY     - 1978     GOOD             NGS
 AW0974  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 AW0974
 AW0974                          STATION DESCRIPTION
 AW0974
 AW0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0974'4.9 MI NE FROM PASADENA.
 AW0974'ABOUT 4.9 MILES NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW0974'NORTH ENTRANCE TO THE WASHBURN TUNNEL, ABOUT 0.15 MILE NORTHEAST OF A
 AW0974'SHOP BUILDING AT THE PORT HOUSTON IRON WORKS, ABOUT 0.4 MILE NORTH OF
 AW0974'THE SHIP CHANNEL, ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF A ROAD
 AW0974'LEADING WEST TO THE BULK MATERIALS AND HANDLING PLANT, 106 FEET SOUTH
 AW0974'OF A WIRE MESH GATE ACROSS A PAVED ROAD LEADING SOUTH INTO THE PORT
 AW0974'HOUSTON IRON WORKS, 32 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD,
 AW0974'1 1/2 FEET WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 AW0974'PROJECTING 4 INCHES.
 AW0974
 AW0974                          STATION RECOVERY (1978)
 AW0974
 AW0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0974'RECOVERED IN GOOD CONDITION.
 AW0974
 AW0974                          STATION RECOVERY (1980)
 AW0974
 AW0974'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AW0974'KNOCKED OUT BY ADDITION OF PARKING SPACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1207 ***********************************************************************
 BL1207  DESIGNATION -  F 1021
 BL1207  PID         -  BL1207
 BL1207  STATE/COUNTY-  TX/LIBERTY
 BL1207  USGS QUAD   -  HUFFMAN (1980)
 BL1207
 BL1207                         *CURRENT SURVEY CONTROL
 BL1207  ___________________________________________________________________
 BL1207* NAD 83(1986)-  30 02 24.     (N)    095 02 40.     (W)     SCALED    
 BL1207* NAVD 88     -        21.90   (+/-2cm)      71.9    (feet)  VERTCON   
 BL1207  ___________________________________________________________________
 BL1207  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1207
 BL1207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1207
 BL1207.The horizontal coordinates were scaled from a topographic map and have
 BL1207.an estimated accuracy of +/- 6 seconds.
 BL1207
 BL1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1207.The vertical order pertains to the NGVD 29 superseded value.
 BL1207
 BL1207.The geoid height was determined by GEOID03.
 BL1207
 BL1207;                    North         East    Units  Estimated Accuracy
 BL1207;SPC TX C     - 3,053,510.    1,209,920.      MT  (+/- 180 meters Scaled)
 BL1207
 BL1207                          SUPERSEDED SURVEY CONTROL
 BL1207
 BL1207  NGVD 29 (??/??/92)   21.905  (m)           71.87   (f) ADJ UNCH    2 0
 BL1207
 BL1207.Superseded values are not recommended for survey control.
 BL1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1207.See file dsdata.txt to determine how the superseded data were derived.
 BL1207
 BL1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP028249(NAD 83)
 BL1207_MARKER: DB = BENCH MARK DISK
 BL1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1207_STAMPING: F 1021 1954
 BL1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1207+STABILITY: SURFACE MOTION
 BL1207
 BL1207  HISTORY     - Date     Condition        Report By
 BL1207  HISTORY     - 1954     MONUMENTED       CGS
 BL1207  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1207
 BL1207                          STATION DESCRIPTION
 BL1207
 BL1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1207'3.55 MI E FROM HUFFMAN.
 BL1207'0.8 MILE NORTH ALONG AN OILED ROAD FROM THE SCHOOLHOUSE AT HUFFMAN,
 BL1207'THENCE 2.75 MILES EAST ALONG A GRADED DIRT ROAD, 0.5 MILE EAST OF A
 BL1207'WOODEN BRIDGE OVER CEDAR BAYOU, 0.5 MILE EAST OF THE LIBERTY AND
 BL1207'HARRIS COUNTY LINE, 34 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 38
 BL1207'FEET NORTH OF THE NORTH RAIL OF THE BEAUMONT, SOUR LAKE AND WESTERN
 BL1207'RAILROAD, IN LINE WITH A ROW OF TELEPHONE POLES, 32.5 FEET WEST OF A
 BL1207'TELEPHONE POLE, 10 FEET SOUTH OF A FENCE, 1.4 FEET NORTH OF A WITNESS
 BL1207'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BL1207'THE GROUND.
 BL1207
 BL1207                          STATION RECOVERY (1978)
 BL1207
 BL1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1207'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0027 ***********************************************************************
 CR0027  DESIGNATION -  F 1022
 CR0027  PID         -  CR0027
 CR0027  STATE/COUNTY-  TX/HARRISON
 CR0027  USGS QUAD   -  KARNACK (1978)
 CR0027
 CR0027                         *CURRENT SURVEY CONTROL
 CR0027  ___________________________________________________________________
 CR0027* NAD 83(1986)-  32 41 38.     (N)    094 13 18.     (W)     SCALED    
 CR0027* NAVD 88     -        56.156  (meters)     184.24   (feet)  ADJUSTED  
 CR0027  ___________________________________________________________________
 CR0027  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR0027  DYNAMIC HT  -          56.092 (meters)     184.03  (feet)  COMP
 CR0027  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 CR0027
 CR0027  VERT ORDER  -  FIRST     CLASS II
 CR0027
 CR0027.The horizontal coordinates were scaled from a topographic map and have
 CR0027.an estimated accuracy of +/- 6 seconds.
 CR0027
 CR0027.The orthometric height was determined by differential leveling
 CR0027.and adjusted by the National Geodetic Survey in June 1991..
 CR0027
 CR0027.The geoid height was determined by GEOID03.
 CR0027
 CR0027.The dynamic height is computed by dividing the NAVD 88
 CR0027.geopotential number by the normal gravity value computed on the
 CR0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0027.degrees latitude (g = 980.6199 gals.).
 CR0027
 CR0027.The modeled gravity was interpolated from observed gravity values.
 CR0027
 CR0027;                    North         East    Units  Estimated Accuracy
 CR0027;SPC TXNC     - 2,122,080.    1,001,050.      MT  (+/- 180 meters Scaled)
 CR0027
 CR0027                          SUPERSEDED SURVEY CONTROL
 CR0027
 CR0027  NGVD 29 (??/??/92)   56.218  (m)          184.44   (f) ADJ UNCH    1 2
 CR0027
 CR0027.Superseded values are not recommended for survey control.
 CR0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0027.See file dsdata.txt to determine how the superseded data were derived.
 CR0027
 CR0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS854180(NAD 83)
 CR0027_MARKER: DB = BENCH MARK DISK
 CR0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0027_SP_SET: BRIDGE
 CR0027_STAMPING: F 1022 1954
 CR0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0027
 CR0027  HISTORY     - Date     Condition        Report By
 CR0027  HISTORY     - 1954     MONUMENTED       CGS
 CR0027  HISTORY     - 1987     GOOD             USPSQD
 CR0027  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0027  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0027
 CR0027                          STATION DESCRIPTION
 CR0027
 CR0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0027'3.65 MI NW FROM KARNACK.
 CR0027'3.65 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0027'THE STATION AT KARNACK, NORTHEAST OF RAILROAD TRESTLE T - 40, 12 FEET
 CR0027'NORTHEAST OF THE CENTER LINE OF FARM ROAD 134, SET IN THE TOP OF THE
 CR0027'NORTHWEST END OF THE NORTHEAST CONCRETE GUARD RAIL OF A LONG CONCRETE
 CR0027'BRIDGE UNDER THE FARM ROAD.
 CR0027
 CR0027                          STATION RECOVERY (1987)
 CR0027
 CR0027'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CR0027'RECOVERED IN GOOD CONDITION.
 CR0027
 CR0027                          STATION RECOVERY (1998)
 CR0027
 CR0027'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0027'MARK NOT FOUND.
 CR0027
 CR0027                          STATION RECOVERY (2003)
 CR0027
 CR0027'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1573 ***********************************************************************
 BL1573  DESIGNATION -  F 1023
 BL1573  PID         -  BL1573
 BL1573  STATE/COUNTY-  TX/HARRIS
 BL1573  USGS QUAD   -  HOCKLEY (1980)
 BL1573
 BL1573                         *CURRENT SURVEY CONTROL
 BL1573  ___________________________________________________________________
 BL1573* NAD 83(1986)-  30 02 28.     (N)    095 50 29.     (W)     SCALED    
 BL1573* NAVD 88     -        68.437  (meters)     224.53   (feet)  ADJUSTED  
 BL1573  ___________________________________________________________________
 BL1573  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1573  DYNAMIC HT  -          68.344 (meters)     224.23  (feet)  COMP
 BL1573  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 BL1573
 BL1573  VERT ORDER  -  FIRST     CLASS II
 BL1573
 BL1573.The horizontal coordinates were scaled from a topographic map and have
 BL1573.an estimated accuracy of +/- 6 seconds.
 BL1573
 BL1573.The orthometric height was determined by differential leveling
 BL1573.and adjusted by the National Geodetic Survey in June 1991..
 BL1573
 BL1573.The geoid height was determined by GEOID03.
 BL1573
 BL1573.The dynamic height is computed by dividing the NAVD 88
 BL1573.geopotential number by the normal gravity value computed on the
 BL1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1573.degrees latitude (g = 980.6199 gals.).
 BL1573
 BL1573.The modeled gravity was interpolated from observed gravity values.
 BL1573
 BL1573;                    North         East    Units  Estimated Accuracy
 BL1573;SPC TXSC     - 4,248,800.      904,580.      MT  (+/- 180 meters Scaled)
 BL1573
 BL1573                          SUPERSEDED SURVEY CONTROL
 BL1573
 BL1573  NGVD 29 (12/23/87)   68.429  (m)          224.50   (f) ADJUSTED    1 2
 BL1573
 BL1573.Superseded values are not recommended for survey control.
 BL1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1573.See file dsdata.txt to determine how the superseded data were derived.
 BL1573
 BL1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP260267(NAD 83)
 BL1573_MARKER: DB = BENCH MARK DISK
 BL1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1573_SP_SET: CONCRETE POST
 BL1573_STAMPING: F 1023 1954
 BL1573_MARK LOGO: CGS   
 BL1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1573+STABILITY: SURFACE MOTION
 BL1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1573+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 BL1573
 BL1573  HISTORY     - Date     Condition        Report By
 BL1573  HISTORY     - 1954     MONUMENTED       CGS
 BL1573  HISTORY     - 1973     GOOD             NGS
 BL1573  HISTORY     - 1978     GOOD             NGS
 BL1573  HISTORY     - 1986     GOOD             NGS
 BL1573  HISTORY     - 1987     GOOD             USPSQD
 BL1573  HISTORY     - 1987     GOOD             USPSQD
 BL1573  HISTORY     - 19940326 GOOD             USPSQD
 BL1573  HISTORY     - 20041128 GOOD             USPSQD
 BL1573
 BL1573                          STATION DESCRIPTION
 BL1573
 BL1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1573'1 MI N FROM HOCKLEY.
 BL1573'ABOUT 1 MILE NORTH ALONG HEGAR RD. FROM THE JUNCTION OF US HIGHWAY 290
 BL1573'AND HEGAR RD., ABOUT 0.3 MILE NORTH OF A BRIDGE OVER A DRAINAGE DITCH,
 BL1573'49.8 FEET EAST OF AND ACROSS FROM THE ROAD FROM A POWER POLE, 25.8
 BL1573'FEET EAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET WEST OF A FENCE, 1
 BL1573'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 BL1573'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 BL1573
 BL1573                          STATION RECOVERY (1978)
 BL1573
 BL1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1573'RECOVERED IN GOOD CONDITION.
 BL1573
 BL1573                          STATION RECOVERY (1986)
 BL1573
 BL1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1573'RECOVERED IN GOOD CONDITION.
 BL1573
 BL1573                          STATION RECOVERY (1987)
 BL1573
 BL1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 BL1573'RECOVERED IN GOOD CONDITION.
 BL1573
 BL1573                          STATION RECOVERY (1987)
 BL1573
 BL1573'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1573'RECOVERED IN GOOD CONDITION.
 BL1573
 BL1573                          STATION RECOVERY (1994)
 BL1573
 BL1573'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1573'RECOVERED IN GOOD CONDITION.
 BL1573
 BL1573                          STATION RECOVERY (2004)
 BL1573
 BL1573'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 BL1573'WITNESS POST SOMEWHAT DAMAGED BY MOWERS AND A BIT TILTED AT 45 DEGREE
 BL1573'ANGLE, BUT BENCH MARK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1556 ***********************************************************************
 BL1556  DESIGNATION -  F 1024
 BL1556  PID         -  BL1556
 BL1556  STATE/COUNTY-  TX/MONTGOMERY
 BL1556  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1556
 BL1556                         *CURRENT SURVEY CONTROL
 BL1556  ___________________________________________________________________
 BL1556* NAD 83(1986)-  30 09 17.     (N)    095 45 09.     (W)     SCALED    
 BL1556* NAVD 88     -        69.91   (+/-2cm)     229.4    (feet)  VERTCON   
 BL1556  ___________________________________________________________________
 BL1556  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1556
 BL1556  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1556
 BL1556.The horizontal coordinates were scaled from a topographic map and have
 BL1556.an estimated accuracy of +/- 6 seconds.
 BL1556
 BL1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1556.The vertical order pertains to the NGVD 29 superseded value.
 BL1556
 BL1556.The geoid height was determined by GEOID03.
 BL1556
 BL1556;                    North         East    Units  Estimated Accuracy
 BL1556;SPC TX C     - 3,063,190.    1,141,170.      MT  (+/- 180 meters Scaled)
 BL1556
 BL1556                          SUPERSEDED SURVEY CONTROL
 BL1556
 BL1556  NGVD 29 (??/??/92)   69.906  (m)          229.35   (f) ADJ UNCH    2 0
 BL1556
 BL1556.Superseded values are not recommended for survey control.
 BL1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1556.See file dsdata.txt to determine how the superseded data were derived.
 BL1556
 BL1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP348391(NAD 83)
 BL1556_MARKER: DB = BENCH MARK DISK
 BL1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1556_STAMPING: F 1024 1954
 BL1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1556+STABILITY: SURFACE MOTION
 BL1556
 BL1556  HISTORY     - Date     Condition        Report By
 BL1556  HISTORY     - 1954     MONUMENTED       CGS
 BL1556  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1556
 BL1556                          STATION DESCRIPTION
 BL1556
 BL1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1556'4.05 MI S FROM MAGNOLIA.
 BL1556'0.2 MILE WEST ALONG AN OILED STREET FROM THE WEST SCHOOL BUILDING AT
 BL1556'MAGNOLIA, THENCE 3.85 MILES SOUTH ALONG A DIRT ROAD, 50 FEET EAST OF
 BL1556'THE CENTER LINE OF A ROAD, 18 FEET SOUTH OF THE CENTER LINE OF A TRACK
 BL1556'ROAD LEADING EAST, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BL1556'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. NOTE-- THIS
 BL1556'ROAD IS NOW UNDER CONSTRUCTION.
 BL1556
 BL1556                          STATION RECOVERY (1978)
 BL1556
 BL1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1556'NOT RECOVERED.  NOTE=ROAD HAS BEEN WIDENED AND THERE IS NOW A DRAINAGE
 BL1556'DITCH IN THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0279 ***********************************************************************
 CR0279  DESIGNATION -  F 1025
 CR0279  PID         -  CR0279
 CR0279  STATE/COUNTY-  TX/FRANKLIN
 CR0279  USGS QUAD   -  WINNSBORO (1980)
 CR0279
 CR0279                         *CURRENT SURVEY CONTROL
 CR0279  ___________________________________________________________________
 CR0279* NAD 83(1986)-  32 57 53.     (N)    095 18 30.     (W)     SCALED    
 CR0279* NAVD 88     -       150.477  (meters)     493.69   (feet)  ADJUSTED  
 CR0279  ___________________________________________________________________
 CR0279  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR0279  DYNAMIC HT  -         150.309 (meters)     493.14  (feet)  COMP
 CR0279  MODELED GRAV-     979,518.1   (mgal)                       NAVD 88
 CR0279
 CR0279  VERT ORDER  -  FIRST     CLASS II
 CR0279
 CR0279.The horizontal coordinates were scaled from a topographic map and have
 CR0279.an estimated accuracy of +/- 6 seconds.
 CR0279
 CR0279.The orthometric height was determined by differential leveling
 CR0279.and adjusted by the National Geodetic Survey in June 1991..
 CR0279
 CR0279.The geoid height was determined by GEOID03.
 CR0279
 CR0279.The dynamic height is computed by dividing the NAVD 88
 CR0279.geopotential number by the normal gravity value computed on the
 CR0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0279.degrees latitude (g = 980.6199 gals.).
 CR0279
 CR0279.The modeled gravity was interpolated from observed gravity values.
 CR0279
 CR0279;                    North         East    Units  Estimated Accuracy
 CR0279;SPC TXNC     - 2,148,470.      898,310.      MT  (+/- 180 meters Scaled)
 CR0279
 CR0279                          SUPERSEDED SURVEY CONTROL
 CR0279
 CR0279  NGVD 29 (??/??/92)  150.481  (m)          493.70   (f) ADJ UNCH    1 2
 CR0279
 CR0279.Superseded values are not recommended for survey control.
 CR0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0279.See file dsdata.txt to determine how the superseded data were derived.
 CR0279
 CR0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS842497(NAD 83)
 CR0279_MARKER: DB = BENCH MARK DISK
 CR0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0279_STAMPING: F 1025 1954
 CR0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0279+STABILITY: SURFACE MOTION
 CR0279
 CR0279  HISTORY     - Date     Condition        Report By
 CR0279  HISTORY     - 1954     MONUMENTED       CGS
 CR0279
 CR0279                          STATION DESCRIPTION
 CR0279
 CR0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0279'1.3 MI NW FROM WINNSBORO.
 CR0279'1.3 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0279'STATION AT WINNSBORO, AT THE NORTH SIDE OF WOOD COUNTY, AT THE
 CR0279'SOUTHEAST CORNER OF HOPKINS COUNTY, AT THE SOUTHWEST CORNER OF
 CR0279'FRANKLIN COUNTY, AT THE SOUTHEAST CORNER OF A LAKE, 92 FEET SOUTHEAST
 CR0279'OF MILEPOST T - 119, 51 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET
 CR0279'NORTH OF A FENCE CORNER, 1.5 FEET NORTHEAST OF A FENCE, 2.6 FEET NORTH
 CR0279'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CR0279'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2200 ***********************************************************************
 AW2200  DESIGNATION -  F 1026
 AW2200  PID         -  AW2200
 AW2200  STATE/COUNTY-  TX/WALLER
 AW2200  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2200
 AW2200                         *CURRENT SURVEY CONTROL
 AW2200  ___________________________________________________________________
 AW2200* NAD 83(1986)-  29 59 32.     (N)    095 54 29.     (W)     SCALED    
 AW2200* NAVD 88     -        65.79   (+/-2cm)     215.8    (feet)  VERTCON   
 AW2200  ___________________________________________________________________
 AW2200  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW2200
 AW2200  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2200
 AW2200.The horizontal coordinates were scaled from a topographic map and have
 AW2200.an estimated accuracy of +/- 6 seconds.
 AW2200
 AW2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2200.The vertical order pertains to the NGVD 29 superseded value.
 AW2200
 AW2200.The geoid height was determined by GEOID03.
 AW2200
 AW2200;                    North         East    Units  Estimated Accuracy
 AW2200;SPC TXSC     - 4,243,210.      898,300.      MT  (+/- 180 meters Scaled)
 AW2200
 AW2200                          SUPERSEDED SURVEY CONTROL
 AW2200
 AW2200  NGVD 29 (04/06/79)   65.774  (m)          215.79   (f) ADJUSTED    1 2
 AW2200
 AW2200.Superseded values are not recommended for survey control.
 AW2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2200.See file dsdata.txt to determine how the superseded data were derived.
 AW2200
 AW2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP194214(NAD 83)
 AW2200_MARKER: DB = BENCH MARK DISK
 AW2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2200_STAMPING: F 1026 1954
 AW2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2200+STABILITY: SURFACE MOTION
 AW2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2200+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2200
 AW2200  HISTORY     - Date     Condition        Report By
 AW2200  HISTORY     - 1954     MONUMENTED       CGS
 AW2200  HISTORY     - 1978     GOOD             NGS
 AW2200  HISTORY     - 20041014 GOOD             USPSQD
 AW2200
 AW2200                          STATION DESCRIPTION
 AW2200
 AW2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW2200'5.15 MI S FROM WALLER.
 AW2200'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW2200'RAILROAD STATION AT WALLER, THENCE 4.0 MILES SOUTH ALONG MATHIS ROAD,
 AW2200'36 FEET EAST OF THE CENTER LINE OF MATHIS ROAD, 23 FEET SOUTH OF THE
 AW2200'CENTER OF A STEEL GATE, 2 FEET WEST OF A FENCE, 2.7 FEET NORTH OF A
 AW2200'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AW2200'FOOT ABOVE THE GROUND.
 AW2200
 AW2200                          STATION RECOVERY (1978)
 AW2200
 AW2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2200'RECOVERED IN GOOD CONDITION.
 AW2200
 AW2200                          STATION RECOVERY (2004)
 AW2200
 AW2200'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2200'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0244 ***********************************************************************
 AX0244  DESIGNATION -  F 1027
 AX0244  PID         -  AX0244
 AX0244  STATE/COUNTY-  TX/AUSTIN
 AX0244  USGS QUAD   -  BURLEIGH (1981)
 AX0244
 AX0244                         *CURRENT SURVEY CONTROL
 AX0244  ___________________________________________________________________
 AX0244* NAD 83(1986)-  29 54 11.     (N)    096 09 18.     (W)     SCALED    
 AX0244* NAVD 88     -        50.45   (+/-2cm)     165.5    (feet)  VERTCON   
 AX0244  ___________________________________________________________________
 AX0244  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0244
 AX0244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0244
 AX0244.The horizontal coordinates were scaled from a topographic map and have
 AX0244.an estimated accuracy of +/- 6 seconds.
 AX0244
 AX0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0244.The vertical order pertains to the NGVD 29 superseded value.
 AX0244
 AX0244.The geoid height was determined by GEOID03.
 AX0244
 AX0244;                    North         East    Units  Estimated Accuracy
 AX0244;SPC TXSC     - 4,232,730.      874,720.      MT  (+/- 180 meters Scaled)
 AX0244
 AX0244                          SUPERSEDED SURVEY CONTROL
 AX0244
 AX0244  NGVD 29 (??/??/92)   50.428  (m)          165.45   (f) ADJ UNCH    2 0
 AX0244
 AX0244.Superseded values are not recommended for survey control.
 AX0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0244.See file dsdata.txt to determine how the superseded data were derived.
 AX0244
 AX0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU747114(NAD 83)
 AX0244_MARKER: DB = BENCH MARK DISK
 AX0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0244_STAMPING: F 1027 1954
 AX0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0244+STABILITY: SURFACE MOTION
 AX0244
 AX0244  HISTORY     - Date     Condition        Report By
 AX0244  HISTORY     - 1954     MONUMENTED       CGS
 AX0244  HISTORY     - 1967     GOOD             NGS
 AX0244  HISTORY     - 1988     GOOD             USPSQD
 AX0244  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 AX0244
 AX0244                          STATION DESCRIPTION
 AX0244
 AX0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AX0244'6.4 MI N FROM PETERS.
 AX0244'ABOUT 1.6 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE
 AX0244'RAILROAD AT PETERS TO THE JUNCTION OF STATE HIGHWAY 36 AND FARM ROAD
 AX0244'331, THENCE 4.7 MILES NORTH ALONG FARM ROAD 331 TO ROAD ON LEFT,
 AX0244'THENCE 0.2 MILE SOUTHWEST ALONG GRAVELED ROAD TO SITE OF MARK, 20 FEET
 AX0244'SOUTH OF CENTER OF THE JUNCTION OF EAST-WEST ROAD AND ROAD LEADING
 AX0244'NORTH, 110 FEET EAST OF A LARGE OAK TREE, ABOUT 60 FEET WEST OF A
 AX0244'CULVERT, 1.5 FEET NORTH OF FENCE AND A METAL WITNESS POST.  A C AND GS
 AX0244'BENCH MARK DISK SET IN A CONCRETE POST FLUSH WITH SURFACE OF GROUND.
 AX0244
 AX0244                          STATION RECOVERY (1988)
 AX0244
 AX0244'RECOVERY NOTE BY US POWER SQUADRON 1988 (GPH)
 AX0244'RECOVERED IN GOOD CONDITION.
 AX0244
 AX0244                          STATION RECOVERY (1999)
 AX0244
 AX0244'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0218 ***********************************************************************
 AX0218  DESIGNATION -  F 1028
 AX0218  PID         -  AX0218
 AX0218  STATE/COUNTY-  TX/WALLER
 AX0218  USGS QUAD   -  SUNNY SIDE (1980)
 AX0218
 AX0218                         *CURRENT SURVEY CONTROL
 AX0218  ___________________________________________________________________
 AX0218* NAD 83(1986)-  29 56 34.     (N)    096 02 01.     (W)     SCALED    
 AX0218* NAVD 88     -        53.64   (+/-2cm)     176.0    (feet)  VERTCON   
 AX0218  ___________________________________________________________________
 AX0218  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0218
 AX0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0218
 AX0218.The horizontal coordinates were scaled from a topographic map and have
 AX0218.an estimated accuracy of +/- 6 seconds.
 AX0218
 AX0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0218.The vertical order pertains to the NGVD 29 superseded value.
 AX0218
 AX0218.The geoid height was determined by GEOID03.
 AX0218
 AX0218;                    North         East    Units  Estimated Accuracy
 AX0218;SPC TXSC     - 4,237,420.      886,330.      MT  (+/- 180 meters Scaled)
 AX0218
 AX0218                          SUPERSEDED SURVEY CONTROL
 AX0218
 AX0218  NGVD 29 (??/??/92)   53.622  (m)          175.92   (f) ADJ UNCH    2 0
 AX0218
 AX0218.Superseded values are not recommended for survey control.
 AX0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0218.See file dsdata.txt to determine how the superseded data were derived.
 AX0218
 AX0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU863161(NAD 83)
 AX0218_MARKER: DB = BENCH MARK DISK
 AX0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0218_STAMPING: F 1028 1954
 AX0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0218+STABILITY: SURFACE MOTION
 AX0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0218+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AX0218
 AX0218  HISTORY     - Date     Condition        Report By
 AX0218  HISTORY     - 1954     MONUMENTED       CGS
 AX0218  HISTORY     - 20030912 GOOD             GEOCAC
 AX0218  HISTORY     - 20041016 GOOD             USPSQD
 AX0218
 AX0218                          STATION DESCRIPTION
 AX0218
 AX0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0218'12.25 MI S FROM HEMPSTEAD.
 AX0218'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 AX0218'HEMPSTEAD, THENCE 9.8 MILES SOUTH ALONG FARM ROAD 359, 49 FEET WEST OF
 AX0218'THE CENTER LINE OF THE FARM ROAD, 164 FEET SOUTH OF THE CENTER OF A
 AX0218'WIRE GATE, 1.8 FEET EAST OF A FENCE, 2.2 FEET SOUTH OF A WITNESS POST,
 AX0218'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 AX0218'GROUND.
 AX0218
 AX0218                          STATION RECOVERY (2003)
 AX0218
 AX0218'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AX0218'RECOVERED IN SLIGHTLY DAMAGED CONDITION.  MONUMENT IS CHIPPED ON ONE
 AX0218'SIDE AND EDGE OF DISK IS SCARRED, APPARENTLY WITH MACHINERY WHEN
 AX0218'CLEARING OLD FENCELINE.  SCRATCHES ON TOP SURFACE OF DISK BUT ALL
 AX0218'MARKINGS STILL LEGIBLE.
 AX0218' 
 AX0218'DELETE 1.8 FEET EAST OF A FENCE, 2.2 FEET SOUTH OF A WITNESS POST FROM
 AX0218'DESCRIPTION.
 AX0218
 AX0218                          STATION RECOVERY (2004)
 AX0218
 AX0218'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0218'METAL WITNESS POST AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0156 ***********************************************************************
 BM0156  DESIGNATION -  F 1029
 BM0156  PID         -  BM0156
 BM0156  STATE/COUNTY-  TX/WALLER
 BM0156  USGS QUAD   -  HEMPSTEAD (1980)
 BM0156
 BM0156                         *CURRENT SURVEY CONTROL
 BM0156  ___________________________________________________________________
 BM0156* NAD 83(1986)-  30 04 16.     (N)    096 05 33.     (W)     SCALED    
 BM0156* NAVD 88     -        61.27   (+/-2cm)     201.0    (feet)  VERTCON   
 BM0156  ___________________________________________________________________
 BM0156  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BM0156
 BM0156  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0156
 BM0156.The horizontal coordinates were scaled from a topographic map and have
 BM0156.an estimated accuracy of +/- 6 seconds.
 BM0156
 BM0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0156.The vertical order pertains to the NGVD 29 superseded value.
 BM0156
 BM0156.The geoid height was determined by GEOID03.
 BM0156
 BM0156;                    North         East    Units  Estimated Accuracy
 BM0156;SPC TXSC     - 4,251,500.      880,290.      MT  (+/- 180 meters Scaled)
 BM0156
 BM0156                          SUPERSEDED SURVEY CONTROL
 BM0156
 BM0156  NGVD 29 (??/??/92)   61.256  (m)          200.97   (f) ADJ UNCH    2 0
 BM0156
 BM0156.Superseded values are not recommended for survey control.
 BM0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0156.See file dsdata.txt to determine how the superseded data were derived.
 BM0156
 BM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU802302(NAD 83)
 BM0156_MARKER: DB = BENCH MARK DISK
 BM0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0156_STAMPING: F 1029 1954
 BM0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0156+STABILITY: SURFACE MOTION
 BM0156
 BM0156  HISTORY     - Date     Condition        Report By
 BM0156  HISTORY     - 1954     MONUMENTED       CGS
 BM0156  HISTORY     - 19910726 GOOD             USPSQD
 BM0156  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0156  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BM0156
 BM0156                          STATION DESCRIPTION
 BM0156
 BM0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0156'2.35 MI S FROM HEMPSTEAD.
 BM0156'2.35 MILES SOUTH ALONG STATE HIGHWAY 159 FROM THE COURTHOUSE AT
 BM0156'HEMPSTEAD, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET
 BM0156'WEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 BM0156'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0156
 BM0156                          STATION RECOVERY (1991)
 BM0156
 BM0156'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0156'RECOVERED IN GOOD CONDITION.
 BM0156
 BM0156                          STATION RECOVERY (1999)
 BM0156
 BM0156'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0156'MARK NOT FOUND.
 BM0156
 BM0156                          STATION RECOVERY (2005)
 BM0156
 BM0156'RECOVERY NOTE BY US POWER SQUADRON 2005 (CG)
 BM0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0008 ***********************************************************************
 BO0008  DESIGNATION -  F 103
 BO0008  PID         -  BO0008
 BO0008  STATE/COUNTY-  TX/KIMBLE
 BO0008  USGS QUAD   -  ROOSEVELT (1987)
 BO0008
 BO0008                         *CURRENT SURVEY CONTROL
 BO0008  ___________________________________________________________________
 BO0008* NAD 83(1986)-  30 28 11.     (N)    100 05 33.     (W)     SCALED    
 BO0008* NAVD 88     -       671.142  (meters)    2201.91   (feet)  POSTED    
 BO0008  ___________________________________________________________________
 BO0008  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 BO0008  DYNAMIC HT  -         670.180 (meters)    2198.75  (feet)  COMP
 BO0008  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 BO0008
 BO0008  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BO0008
 BO0008.The horizontal coordinates were scaled from a topographic map and have
 BO0008.an estimated accuracy of +/- 6 seconds.
 BO0008
 BO0008.The orthometric height was determined by differential leveling
 BO0008.and adjusted by the National Geodetic Survey in 1992..
 BO0008.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BO0008.rate of 1.1 thru 2.0 mm/km.
 BO0008
 BO0008.The geoid height was determined by GEOID03.
 BO0008
 BO0008.The dynamic height is computed by dividing the NAVD 88
 BO0008.geopotential number by the normal gravity value computed on the
 BO0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0008.degrees latitude (g = 980.6199 gals.).
 BO0008
 BO0008.The modeled gravity was interpolated from observed gravity values.
 BO0008
 BO0008;                    North         East    Units  Estimated Accuracy
 BO0008;SPC TX C     - 3,089,050.      723,130.      MT  (+/- 180 meters Scaled)
 BO0008
 BO0008                          SUPERSEDED SURVEY CONTROL
 BO0008
 BO0008  NGVD 29 (??/??/92)  671.063  (m)         2201.65   (f) ADJ UNCH    1 2
 BO0008
 BO0008.Superseded values are not recommended for survey control.
 BO0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0008.See file dsdata.txt to determine how the superseded data were derived.
 BO0008
 BO0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU951713(NAD 83)
 BO0008_MARKER: DB = BENCH MARK DISK
 BO0008_SETTING: 66 = SET IN ROCK OUTCROP
 BO0008_SP_SET: OUTCROP
 BO0008_STAMPING: F 103  1932
 BO0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0008+STABILITY: POSITION/ELEVATION WELL
 BO0008
 BO0008  HISTORY     - Date     Condition        Report By
 BO0008  HISTORY     - 1932     MONUMENTED       CGS
 BO0008  HISTORY     - 1958     GOOD             NGS
 BO0008
 BO0008                          STATION DESCRIPTION
 BO0008
 BO0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0008'21.95 MI W FROM JUNCTION.
 BO0008'ABOUT 21.6 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0008'JUNCTION, THENCE 0.35 MILE SOUTH ALONG THE OLD HIGHWAY AND ROAD TO
 BO0008'MAYNARD AND LOVE RANCH.  IN THE TOP OF A ROCK OUTCROP SURROUNDED BY A
 BO0008'CIRCLE OF LOOSE ROCK, 67 FEET WEST OF THE CENTER LINE OF THE OLD
 BO0008'HIGHWAY, ABOUT 300 FEET SOUTHEAST OF THE TOP OF A HILL, AND ABOUT 3
 BO0008'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0085 ***********************************************************************
 BM0085  DESIGNATION -  F 1030
 BM0085  PID         -  BM0085
 BM0085  STATE/COUNTY-  TX/WALLER
 BM0085  USGS QUAD   -  HEMPSTEAD (1980)
 BM0085
 BM0085                         *CURRENT SURVEY CONTROL
 BM0085  ___________________________________________________________________
 BM0085* NAD 83(1986)-  30 06 34.     (N)    096 04 53.     (W)     SCALED    
 BM0085* NAVD 88     -        76.58   (+/-2cm)     251.2    (feet)  VERTCON   
 BM0085  ___________________________________________________________________
 BM0085  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BM0085
 BM0085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0085
 BM0085.The horizontal coordinates were scaled from a topographic map and have
 BM0085.an estimated accuracy of +/- 6 seconds.
 BM0085
 BM0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0085.The vertical order pertains to the NGVD 29 superseded value.
 BM0085
 BM0085.The geoid height was determined by GEOID03.
 BM0085
 BM0085;                    North         East    Units  Estimated Accuracy
 BM0085;SPC TXSC     - 4,255,770.      881,250.      MT  (+/- 180 meters Scaled)
 BM0085
 BM0085                          SUPERSEDED SURVEY CONTROL
 BM0085
 BM0085  NGVD 29 (??/??/92)   76.559  (m)          251.18   (f) ADJ UNCH    2 0
 BM0085
 BM0085.Superseded values are not recommended for survey control.
 BM0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0085.See file dsdata.txt to determine how the superseded data were derived.
 BM0085
 BM0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU812345(NAD 83)
 BM0085_MARKER: DB = BENCH MARK DISK
 BM0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0085_STAMPING: F 1030 1954
 BM0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0085+STABILITY: SURFACE MOTION
 BM0085
 BM0085  HISTORY     - Date     Condition        Report By
 BM0085  HISTORY     - 1954     MONUMENTED       CGS
 BM0085  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0085
 BM0085                          STATION DESCRIPTION
 BM0085
 BM0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0085'1.0 MI N FROM HEMPSTEAD.
 BM0085'1.0 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0085'STATION AT HEMPSTEAD, 68 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD
 BM0085'CROSSING, 41 FEET WEST OF THE WEST RAIL, 140 FEET NORTHEAST OF THE
 BM0085'NORTHEAST CORNER OF A FARMHOUSE, 2.2 FEET NORTH OF A WITNESS POST, SET
 BM0085'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 BM0085'GROUND.
 BM0085
 BM0085                          STATION RECOVERY (1999)
 BM0085
 BM0085'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1562 ***********************************************************************
 BL1562  DESIGNATION -  F 1031
 BL1562  PID         -  BL1562
 BL1562  STATE/COUNTY-  TX/HARRIS
 BL1562  USGS QUAD   -  WALLER (1980)
 BL1562
 BL1562                         *CURRENT SURVEY CONTROL
 BL1562  ___________________________________________________________________
 BL1562* NAD 83(1986)-  30 07 19.     (N)    095 55 07.     (W)     SCALED    
 BL1562* NAVD 88     -        85.94   (+/-2cm)     282.0    (feet)  VERTCON   
 BL1562  ___________________________________________________________________
 BL1562  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1562
 BL1562  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1562
 BL1562.The horizontal coordinates were scaled from a topographic map and have
 BL1562.an estimated accuracy of +/- 6 seconds.
 BL1562
 BL1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1562.The vertical order pertains to the NGVD 29 superseded value.
 BL1562
 BL1562.The geoid height was determined by GEOID03.
 BL1562
 BL1562;                    North         East    Units  Estimated Accuracy
 BL1562;SPC TXSC     - 4,257,560.      896,900.      MT  (+/- 180 meters Scaled)
 BL1562
 BL1562                          SUPERSEDED SURVEY CONTROL
 BL1562
 BL1562  NGVD 29 (04/06/79)   85.930  (m)          281.92   (f) ADJUSTED    1 2
 BL1562
 BL1562.Superseded values are not recommended for survey control.
 BL1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1562.See file dsdata.txt to determine how the superseded data were derived.
 BL1562
 BL1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP187358(NAD 83)
 BL1562_MARKER: DB = BENCH MARK DISK
 BL1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1562_STAMPING: F 1031 1954
 BL1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1562+STABILITY: SURFACE MOTION
 BL1562
 BL1562  HISTORY     - Date     Condition        Report By
 BL1562  HISTORY     - 1954     MONUMENTED       CGS
 BL1562  HISTORY     - 1978     GOOD             NGS
 BL1562  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1562  HISTORY     - 19931106 GOOD             USPSQD
 BL1562  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1562  HISTORY     - 20050912 GOOD             GEOCAC
 BL1562
 BL1562                          STATION DESCRIPTION
 BL1562
 BL1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1562'5.0 MI N FROM WALLER.
 BL1562'0.35 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1562'RAILROAD STATION AT WALLER, THENCE 4.65 MILES NORTH ALONG THE FIELDS
 BL1562'STORE ROAD, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 43 FEET NORTH
 BL1562'OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST, 1 FOOT EAST OF
 BL1562'A FENCE, 2 FEET SOUTH OF A WITNESS POST, 0.15 MILE SOUTH OF A JUNCTION
 BL1562'WITH MAYER ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 BL1562'FOOT ABOVE THE GROUND.
 BL1562
 BL1562                          STATION RECOVERY (1978)
 BL1562
 BL1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1562'0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 BL1562'ALLIANCE STREET IN WALLER, THENCE 0.05 MILE NORTH ALONG A PAVED ROAD,
 BL1562'THENCE 0.05 MILE EAST ALONG MILLS ROAD, AND THENCE 5.0 MILES NORTH
 BL1562'ALONG FIELDS STORE ROAD, AT THE RESIDENCE OF BUD ADAMS, HOUSE NUMBER
 BL1562'23730, 34 FEET NORTH OF THE CENTERLINE OF THE PRIVATE DRIVE LEADING
 BL1562'EAST, 33.6 FEET EAST OF THE CENTERLINE OF FIELDS STORE ROAD, 12.2
 BL1562'FEET SOUTH OF THE SECOND PINE TREE NORTH OF THE DRIVEWAY, AND 10.2
 BL1562'FEET NORTH OF THE NORTHWEST CORNER OF THE NORTHERLY BRICK WALL AT
 BL1562'THE ENTRANCE, 1.5 FEET EAST-SOUTHEAST OF THE SECOND FENCE POST
 BL1562'NORTH OF THE DRIVEWAY, FOR A NORTH AND SOUTH FENCE, AND 1 FOOT EAST OF
 BL1562'THE FENCE.
 BL1562
 BL1562                          STATION RECOVERY (1987)
 BL1562
 BL1562'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1562'MARK NOT FOUND.
 BL1562
 BL1562                          STATION RECOVERY (1993)
 BL1562
 BL1562'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1562'RECOVERED IN GOOD CONDITION.
 BL1562
 BL1562                          STATION RECOVERY (2005)
 BL1562
 BL1562'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWB)
 BL1562'MARK NOT FOUND.
 BL1562
 BL1562                          STATION RECOVERY (2005)
 BL1562
 BL1562'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1562'LAT/LON BY HANDHELD GPS(NAD83) N30 07 18.6 W095 55 06.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1545 ***********************************************************************
 BL1545  DESIGNATION -  F 1032
 BL1545  PID         -  BL1545
 BL1545  STATE/COUNTY-  TX/WALLER
 BL1545  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1545
 BL1545                         *CURRENT SURVEY CONTROL
 BL1545  ___________________________________________________________________
 BL1545* NAD 83(1986)-  30 08 05.     (N)    095 51 57.     (W)     SCALED    
 BL1545* NAVD 88     -        83.35   (+/-2cm)     273.5    (feet)  VERTCON   
 BL1545  ___________________________________________________________________
 BL1545  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1545
 BL1545  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1545
 BL1545.The horizontal coordinates were scaled from a topographic map and have
 BL1545.an estimated accuracy of +/- 6 seconds.
 BL1545
 BL1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1545.The vertical order pertains to the NGVD 29 superseded value.
 BL1545
 BL1545.The geoid height was determined by GEOID03.
 BL1545
 BL1545;                    North         East    Units  Estimated Accuracy
 BL1545;SPC TXSC     - 4,259,110.      901,950.      MT  (+/- 180 meters Scaled)
 BL1545
 BL1545                          SUPERSEDED SURVEY CONTROL
 BL1545
 BL1545  NGVD 29 (??/??/92)   83.336  (m)          273.41   (f) ADJ UNCH    2 0
 BL1545
 BL1545.Superseded values are not recommended for survey control.
 BL1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1545.See file dsdata.txt to determine how the superseded data were derived.
 BL1545
 BL1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP239371(NAD 83)
 BL1545_MARKER: DB = BENCH MARK DISK
 BL1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1545_STAMPING: F 1032 1954
 BL1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1545+STABILITY: SURFACE MOTION
 BL1545
 BL1545  HISTORY     - Date     Condition        Report By
 BL1545  HISTORY     - 1954     MONUMENTED       CGS
 BL1545  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1545  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1545
 BL1545                          STATION DESCRIPTION
 BL1545
 BL1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1545'11.45 MI NE FROM WALLER.
 BL1545'0.35 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1545'RAILROAD STATION AT WALLER, THENCE 4.8 MILES NORTH ALONG THE FIELDS
 BL1545'STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER ROAD, THENCE 2.0 MILES
 BL1545'NORTH ALONG THE FIELDS STORE ROAD, THENCE 1.1 MILES EAST ALONG A DIRT
 BL1545'ROAD, THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.2 MILE EAST
 BL1545'ALONG A DIRT ROAD, THENCE 0.45 MILE SOUTH ALONG A DIRT ROAD, THENCE
 BL1545'0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT
 BL1545'ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 1.1 MILE
 BL1545'SOUTHEAST ALONG A DIRT ROAD, 13 FEET EAST OF THE CENTER LINE OF A
 BL1545'ROAD, 0.1 MILE SOUTH OF A FARMHOUSE, 1 FOOT WEST OF A FENCE, 2 FEET
 BL1545'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1545'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1545
 BL1545                          STATION RECOVERY (1978)
 BL1545
 BL1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1545'NOT RECOVERED.  NOTE=THE ROAD HAS BEEN WIDENED.
 BL1545
 BL1545                          STATION RECOVERY (1987)
 BL1545
 BL1545'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1525 ***********************************************************************
 BL1525  DESIGNATION -  F 1033
 BL1525  PID         -  BL1525
 BL1525  STATE/COUNTY-  TX/GRIMES
 BL1525  USGS QUAD   -  STONEHAM (1961)
 BL1525
 BL1525                         *CURRENT SURVEY CONTROL
 BL1525  ___________________________________________________________________
 BL1525* NAD 83(1986)-  30 16 16.     (N)    095 57 16.     (W)     SCALED    
 BL1525* NAVD 88     -        84.07   (+/-2cm)     275.8    (feet)  VERTCON   
 BL1525  ___________________________________________________________________
 BL1525  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL1525
 BL1525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1525
 BL1525.The horizontal coordinates were scaled from a topographic map and have
 BL1525.an estimated accuracy of +/- 6 seconds.
 BL1525
 BL1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1525.The vertical order pertains to the NGVD 29 superseded value.
 BL1525
 BL1525.The geoid height was determined by GEOID03.
 BL1525
 BL1525;                    North         East    Units  Estimated Accuracy
 BL1525;SPC TX C     - 3,075,300.    1,121,230.      MT  (+/- 180 meters Scaled)
 BL1525
 BL1525                          SUPERSEDED SURVEY CONTROL
 BL1525
 BL1525  NGVD 29 (??/??/92)   84.053  (m)          275.76   (f) ADJ UNCH    2 0
 BL1525
 BL1525.Superseded values are not recommended for survey control.
 BL1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1525.See file dsdata.txt to determine how the superseded data were derived.
 BL1525
 BL1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP157525(NAD 83)
 BL1525_MARKER: DB = BENCH MARK DISK
 BL1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1525_STAMPING: F 1033 1954
 BL1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1525+STABILITY: SURFACE MOTION
 BL1525
 BL1525  HISTORY     - Date     Condition        Report By
 BL1525  HISTORY     - 1954     MONUMENTED       CGS
 BL1525  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1525
 BL1525                          STATION DESCRIPTION
 BL1525
 BL1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1525'13.95 MI SE FROM NAVASOTA.
 BL1525'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1525'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1525'GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG FARM ROAD 245, THENCE 0.95
 BL1525'MILE EAST ALONG A GRAVELED ROAD, 40 FEET EAST OF THE CENTER LINE OF
 BL1525'THE ROAD, AT THE SOUTH END OF A JOG IN THE ROAD, 53 FEET NORTHEAST OF
 BL1525'THE CENTER OF A WIRE GATE, 1.4 FEET WEST OF A FENCE, 2.2 FEET SOUTH OF
 BL1525'A WITNESS POST, 4 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF
 BL1525'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1525
 BL1525                          STATION RECOVERY (1999)
 BL1525
 BL1525'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9987 ***********************************************************************
 DE9987  DESIGNATION -  F 1035 RESET
 DE9987  PID         -  DE9987
 DE9987  STATE/COUNTY-  TX/WILLIAMSON
 DE9987  USGS QUAD   -  GEORGETOWN (1982)
 DE9987
 DE9987                         *CURRENT SURVEY CONTROL
 DE9987  ___________________________________________________________________
 DE9987* NAD 83(1986)-  30 40 45.     (N)    097 40 34.     (W)     SCALED    
 DE9987* NAVD 88     -       230.46   (+/-2cm)     756.1    (feet)  VERTCON   
 DE9987  ___________________________________________________________________
 DE9987  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DE9987
 DE9987  VERT ORDER  -  THIRD (See Below)
 DE9987
 DE9987.The horizontal coordinates were scaled from a topographic map and have
 DE9987.an estimated accuracy of +/- 6 seconds.
 DE9987
 DE9987.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE9987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE9987.The vertical order pertains to the NGVD 29 superseded value.
 DE9987
 DE9987.The geoid height was determined by GEOID03.
 DE9987
 DE9987;                    North         East    Units  Estimated Accuracy
 DE9987;SPC TX C     - 3,115,280.      954,570.      MT  (+/- 180 meters Scaled)
 DE9987
 DE9987                          SUPERSEDED SURVEY CONTROL
 DE9987
 DE9987  NGVD 29 (01/29/03)  230.36   (m)          755.8    (f) RESET       3  
 DE9987
 DE9987.Superseded values are not recommended for survey control.
 DE9987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9987.See file dsdata.txt to determine how the superseded data were derived.
 DE9987
 DE9987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU268947(NAD 83)
 DE9987_MARKER: DV = VERTICAL CONTROL DISK
 DE9987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9987_STAMPING: F 1035 RESET 2001
 DE9987_MARK LOGO: NGS   
 DE9987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9987+STABILITY: SURFACE MOTION
 DE9987
 DE9987  HISTORY     - Date     Condition        Report By
 DE9987  HISTORY     - 2001     MONUMENTED       LOCSUR
 DE9987
 DE9987                          STATION DESCRIPTION
 DE9987
 DE9987'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KC)
 DE9987'THE STATION IS LOCATED ABOUT 1.85 MILES (2.98 KM) NORTH OF GEORGETOWN
 DE9987'AT THE GEORGETOWN MUNICIPAL AIRPORT.  TO REACH FROM THE OVERPASS AT
 DE9987'THE JUNCTION OF INTERSTATE HIGHWAY 35 AND LAKEWAY DRIVE (COUNTY ROAD
 DE9987'190A) EXIT 264, ABOUT 4.95 MILES (7.97 KM) NORTH OF GEORGETOWN, GO
 DE9987'WEST AND SOUTHWEST ON LAKEWAY DRIVE FOR 0.40 MILES (0.64 KM) TO A
 DE9987'PAVED CROSSROAD (AIRPORT ROAD) .  TURN RIGHT, NORTHWEST, ON AIRPORT
 DE9987'ROAD FOR 0.40 MILE (0.64 KM) TO TERMINAL ROAD ON LEFT.  TURN LEFT
 DE9987'(SOUTHWEST) ON TERMINAL ROAD FOR 0.25 MILE.  (0.40 KM) EAST 19.2 FEET
 DE9987'(5.9 M) FROM CHAIN LINK FENCE, EAST 85.8 FEET (26.2 M) FROM EAST EDGE
 DE9987'TAXIWAY, EAST 56.1 FEET (17.1 M) FROM LIGHT POST, SOUTH 19.8 FEET (6.0
 DE9987'M) FROM EDGE OF TAXIWAY ACCESS, SOUTHWEST 249.6 FEET (76.1 M) FROM BM
 DE9987'E 1035 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0397 ***********************************************************************
 BL0397  DESIGNATION -  F 1036
 BL0397  PID         -  BL0397
 BL0397  STATE/COUNTY-  TX/LIBERTY
 BL0397  USGS QUAD   -  DAISETTA (1984)
 BL0397
 BL0397                         *CURRENT SURVEY CONTROL
 BL0397  ___________________________________________________________________
 BL0397* NAD 83(1986)-  30 03 13.     (N)    094 44 45.     (W)     SCALED    
 BL0397* NAVD 88     -        22.71   (+/-2cm)      74.5    (feet)  VERTCON   
 BL0397  ___________________________________________________________________
 BL0397  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0397
 BL0397  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0397
 BL0397.The horizontal coordinates were scaled from a topographic map and have
 BL0397.an estimated accuracy of +/- 6 seconds.
 BL0397
 BL0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0397.The vertical order pertains to the NGVD 29 superseded value.
 BL0397
 BL0397.The geoid height was determined by GEOID03.
 BL0397
 BL0397;                    North         East    Units  Estimated Accuracy
 BL0397;SPC TX C     - 3,056,430.    1,238,610.      MT  (+/- 180 meters Scaled)
 BL0397
 BL0397                          SUPERSEDED SURVEY CONTROL
 BL0397
 BL0397  NGVD 29 (??/??/92)   22.714  (m)           74.52   (f) ADJ UNCH    1 1
 BL0397
 BL0397.Superseded values are not recommended for survey control.
 BL0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0397.See file dsdata.txt to determine how the superseded data were derived.
 BL0397
 BL0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP316260(NAD 83)
 BL0397_MARKER: DB = BENCH MARK DISK
 BL0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0397_STAMPING: F 1036 1955
 BL0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0397+STABILITY: SURFACE MOTION
 BL0397
 BL0397  HISTORY     - Date     Condition        Report By
 BL0397  HISTORY     - 1955     MONUMENTED       CGS
 BL0397  HISTORY     - 1972     GOOD             NGS
 BL0397  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL0397
 BL0397                          STATION DESCRIPTION
 BL0397
 BL0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0397'2.95 MI E FROM LIBERTY.
 BL0397'ABOUT 2.95 MILES EAST ALONG US HIGHWAY 90 FROM THE EAST JUNCTION OF
 BL0397'STATE HIGHWAY 146, 63.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BL0397'ABOUT 0.25 MILES WEST OF THE INTERSECTION OF FARM ROAD 160 AT THE
 BL0397'SMALL COMMUNITY OF AMES - AT THE WEST END OF A LONG ROAD OF SMALL
 BL0397'YELLOW WAREHOUSES, 41.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN LINE
 BL0397'TRACK OF THE SOUTHERN PACIFIC RAILROAD, 4.3 FEET SOUTHWEST OF THE
 BL0397'NORTHWEST CORNER OF THE WEST WAREHOUSE, 5.5 FEET NORTHEAST OF A
 BL0397'TELEGRAPH POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND ABOUT 1
 BL0397'FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BL0397'POST PROJECTING 0.4 FOOT.  NOTE-- MARK IS SOLID BUT APPEARS TO LEAN
 BL0397'SLIGHTLY TO THE SOUTHEAST, COULD HAVE ORIGINALLY BEEN SET THAT WAY.
 BL0397
 BL0397                          STATION RECOVERY (1987)
 BL0397
 BL0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0397'NOT RECOVERED, THE DESCRIBED AREA HAS BEEN CLEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1758 ***********************************************************************
 BK1758  DESIGNATION -  F 1037
 BK1758  PID         -  BK1758
 BK1758  STATE/COUNTY-  TX/ORANGE
 BK1758  USGS QUAD   -  ORANGEFIELD (1974)
 BK1758
 BK1758                         *CURRENT SURVEY CONTROL
 BK1758  ___________________________________________________________________
 BK1758* NAD 83(1986)-  30 04 24.     (N)    093 47 28.     (W)     SCALED    
 BK1758* NAVD 88     -         5.07   (+/-2cm)      16.6    (feet)  VERTCON   
 BK1758  ___________________________________________________________________
 BK1758  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK1758
 BK1758  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1758
 BK1758.The horizontal coordinates were scaled from a topographic map and have
 BK1758.an estimated accuracy of +/- 6 seconds.
 BK1758
 BK1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1758.The vertical order pertains to the NGVD 29 superseded value.
 BK1758
 BK1758.The geoid height was determined by GEOID03.
 BK1758
 BK1758;                    North         East    Units  Estimated Accuracy
 BK1758;SPC TX C     - 3,063,630.    1,330,410.      MT  (+/- 180 meters Scaled)
 BK1758
 BK1758                          SUPERSEDED SURVEY CONTROL
 BK1758
 BK1758  NGVD 29 (??/??/??)    5.026  (m)           16.49   (f) ADJUSTED    1 1
 BK1758
 BK1758.Superseded values are not recommended for survey control.
 BK1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1758.See file dsdata.txt to determine how the superseded data were derived.
 BK1758
 BK1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP237271(NAD 83)
 BK1758_MARKER: DB = BENCH MARK DISK
 BK1758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1758_SP_SET: CULVERT
 BK1758_STAMPING: F 1037 1955
 BK1758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1758
 BK1758  HISTORY     - Date     Condition        Report By
 BK1758  HISTORY     - 1955     MONUMENTED       CGS
 BK1758  HISTORY     - 1972     GOOD             NGS
 BK1758  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BK1758  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1758  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BK1758  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BK1758  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 BK1758  HISTORY     - 20010331 POOR             USPSQD
 BK1758  HISTORY     - 20040314 MARK NOT FOUND   USPSQD
 BK1758
 BK1758                          STATION DESCRIPTION
 BK1758
 BK1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1758'3.5 MI SW FROM ORANGE.
 BK1758'ABOUT 1.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1758'STATION AT ORANGE, THENCE 1.6 MILE SOUTHWEST ALONG STATE HIGHWAY 87,
 BK1758'22 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 BK1758'THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A 4X15 FOOT
 BK1758'BOX CULVERT, ABOUT 1/2 FOOT ABOVE THE HIGHWAY, BM IS ALSO 0.5 MILE
 BK1758'NORTHEAST OF THE ENTRANCE TO THE BROWN AIRPORT.
 BK1758
 BK1758                          STATION RECOVERY (1987)
 BK1758
 BK1758'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 BK1758'MARK NOT FOUND.
 BK1758
 BK1758                          STATION RECOVERY (1988)
 BK1758
 BK1758'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1758'MARK NOT FOUND.
 BK1758
 BK1758                          STATION RECOVERY (1989)
 BK1758
 BK1758'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 BK1758'MARK NOT FOUND.
 BK1758
 BK1758                          STATION RECOVERY (1990)
 BK1758
 BK1758'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHB)
 BK1758'MARK NOT FOUND.
 BK1758
 BK1758                          STATION RECOVERY (1996)
 BK1758
 BK1758'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1758'MARK NOT FOUND.
 BK1758
 BK1758                          STATION RECOVERY (2001)
 BK1758
 BK1758'RECOVERY NOTE BY US POWER SQUADRON 2001 (WDC)
 BK1758'MARK RECOVERED IN POOR CONDITION.
 BK1758
 BK1758                          STATION RECOVERY (2004)
 BK1758
 BK1758'RECOVERY NOTE BY US POWER SQUADRON 2004 (SSQ)
 BK1758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0216 ***********************************************************************
 EO0216  DESIGNATION -  F 1038
 EO0216  PID         -  EO0216
 EO0216  STATE/COUNTY-  TX/PARMER
 EO0216  USGS QUAD   -  PARMERTON (1965)
 EO0216
 EO0216                         *CURRENT SURVEY CONTROL
 EO0216  ___________________________________________________________________
 EO0216* NAD 83(1986)-  34 32 40.     (N)    102 51 19.     (W)     SCALED    
 EO0216* NAVD 88     -      1251.222  (meters)    4105.05   (feet)  ADJUSTED  
 EO0216  ___________________________________________________________________
 EO0216  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 EO0216  DYNAMIC HT  -        1249.598 (meters)    4099.72  (feet)  COMP
 EO0216  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 EO0216
 EO0216  VERT ORDER  -  FIRST     CLASS II
 EO0216
 EO0216.The horizontal coordinates were scaled from a topographic map and have
 EO0216.an estimated accuracy of +/- 6 seconds.
 EO0216
 EO0216.The orthometric height was determined by differential leveling
 EO0216.and adjusted by the National Geodetic Survey in June 1991..
 EO0216
 EO0216.The geoid height was determined by GEOID03.
 EO0216
 EO0216.The dynamic height is computed by dividing the NAVD 88
 EO0216.geopotential number by the normal gravity value computed on the
 EO0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0216.degrees latitude (g = 980.6199 gals.).
 EO0216
 EO0216.The modeled gravity was interpolated from observed gravity values.
 EO0216
 EO0216;                    North         East    Units  Estimated Accuracy
 EO0216;SPC TX N     - 1,061,250.       75,600.      MT  (+/- 180 meters Scaled)
 EO0216
 EO0216                          SUPERSEDED SURVEY CONTROL
 EO0216
 EO0216  NGVD 29 (??/??/92) 1250.668  (m)         4103.23   (f) ADJ UNCH    1 2
 EO0216
 EO0216.Superseded values are not recommended for survey control.
 EO0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0216.See file dsdata.txt to determine how the superseded data were derived.
 EO0216
 EO0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU968246(NAD 83)
 EO0216_MARKER: DB = BENCH MARK DISK
 EO0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0216_STAMPING: F 1038 1958
 EO0216_MARK LOGO: CGS   
 EO0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0216+STABILITY: SURFACE MOTION
 EO0216
 EO0216  HISTORY     - Date     Condition        Report By
 EO0216  HISTORY     - 1958     MONUMENTED       CGS
 EO0216  HISTORY     - 1984     GOOD             NGS
 EO0216
 EO0216                          STATION DESCRIPTION
 EO0216
 EO0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0216'2.4 MI NE FROM BOVINA.
 EO0216'ABOUT 2.4 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0216'FROM THE STATION AT BOVINA, 7 TELEPHONE POLES NORTHEAST OF MILE POST
 EO0216'632, 38 FEET SOUTHEAST OF THE NEAR RAIL, 40 FEET NORTHWEST OF THE
 EO0216'CENTER LINE OF A DIRT ROAD, 9 FEET NORTHEAST OF A TELEPHONE POLE, 2
 EO0216'1/2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 EO0216'TRACK, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF
 EO0216'A CONCRETE POST PROJECTING 6 INCHES.
 EO0216
 EO0216                          STATION RECOVERY (1984)
 EO0216
 EO0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0216'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.9 KM
 EO0216'(9.9 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0216'RAILROAD FROM THE STATION IN FRIONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0178 ***********************************************************************
 EO0178  DESIGNATION -  F 1039
 EO0178  PID         -  EO0178
 EO0178  STATE/COUNTY-  TX/CASTRO
 EO0178  USGS QUAD   -  SUMMERFIELD (1966)
 EO0178
 EO0178                         *CURRENT SURVEY CONTROL
 EO0178  ___________________________________________________________________
 EO0178* NAD 83(1986)-  34 43 51.     (N)    102 31 13.     (W)     SCALED    
 EO0178* NAVD 88     -      1199.176  (meters)    3934.30   (feet)  ADJUSTED  
 EO0178  ___________________________________________________________________
 EO0178  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 EO0178  DYNAMIC HT  -        1197.649 (meters)    3929.29  (feet)  COMP
 EO0178  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 EO0178
 EO0178  VERT ORDER  -  FIRST     CLASS II
 EO0178
 EO0178.The horizontal coordinates were scaled from a topographic map and have
 EO0178.an estimated accuracy of +/- 6 seconds.
 EO0178
 EO0178.The orthometric height was determined by differential leveling
 EO0178.and adjusted by the National Geodetic Survey in June 1991..
 EO0178.WARNING-Repeat measurements at this control monument indicate possible
 EO0178.vertical movement.
 EO0178
 EO0178.The geoid height was determined by GEOID03.
 EO0178
 EO0178.The dynamic height is computed by dividing the NAVD 88
 EO0178.geopotential number by the normal gravity value computed on the
 EO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0178.degrees latitude (g = 980.6199 gals.).
 EO0178
 EO0178.The modeled gravity was interpolated from observed gravity values.
 EO0178
 EO0178;                    North         East    Units  Estimated Accuracy
 EO0178;SPC TX N     - 1,081,560.      106,560.      MT  (+/- 180 meters Scaled)
 EO0178
 EO0178                          SUPERSEDED SURVEY CONTROL
 EO0178
 EO0178  NGVD 29 (??/??/92) 1198.636  (m)         3932.52   (f) ADJ UNCH    1 2
 EO0178
 EO0178.Superseded values are not recommended for survey control.
 EO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0178.See file dsdata.txt to determine how the superseded data were derived.
 EO0178
 EO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU270459(NAD 83)
 EO0178_MARKER: DB = BENCH MARK DISK
 EO0178_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EO0178_SP_SET: 12 FEET
 EO0178_STAMPING: F 1039 1958
 EO0178_MARK LOGO: CGS   
 EO0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0178
 EO0178  HISTORY     - Date     Condition        Report By
 EO0178  HISTORY     - 1958     MONUMENTED       CGS
 EO0178  HISTORY     - 1984     GOOD             NGS
 EO0178
 EO0178                          STATION DESCRIPTION
 EO0178
 EO0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0178'6.0 MI NE FROM BLACK.
 EO0178'ABOUT 6.0 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0178'FROM THE STATION AT BLACK, 11 TELEPHONE POLES NORTHEAST OF MILE POST
 EO0178'609, ABOUT 1.0 MILE SOUTHWEST OF THE SUMMERFIELD SIDING SIGN, 78 FEET
 EO0178'SOUTHEAST OF THE NEAR RAIL, 11 1/2 FEET EAST OF A TELEPHONE POLE, 23
 EO0178'1/2 FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A METAL WITNESS
 EO0178'POST, ABOUT 4 FEET BELOW THE TRACK, AND ON THE TOP OF A 5/8-INCH
 EO0178'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 12 FEET AND IS ENCASED
 EO0178'IN A 6-INCH TILE PROJECTING 8 INCHES.
 EO0178
 EO0178                          STATION RECOVERY (1984)
 EO0178
 EO0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0178'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.8 KM
 EO0178'(9.2 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0178'RAILROAD FROM THE STATION IN HEREFORD.  DELETE=23-1/2 FEET NORTHWEST
 EO0178'OF A FENCE.  ADD=14.7 M (48.2 FT) NORTHWEST OF THE CENTER OF A DIRT
 EO0178'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0120 ***********************************************************************
 BO0120  DESIGNATION -  F 104
 BO0120  PID         -  BO0120
 BO0120  STATE/COUNTY-  TX/SUTTON
 BO0120  USGS QUAD   -  CAVERNS OF SONORA (1982)
 BO0120
 BO0120                         *CURRENT SURVEY CONTROL
 BO0120  ___________________________________________________________________
 BO0120* NAD 83(1986)-  30 37 11.     (N)    100 45 41.     (W)     SCALED    
 BO0120* NAVD 88     -       691.493  (meters)    2268.67   (feet)  ADJUSTED  
 BO0120  ___________________________________________________________________
 BO0120  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BO0120  DYNAMIC HT  -         690.483 (meters)    2265.36  (feet)  COMP
 BO0120  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 BO0120
 BO0120  VERT ORDER  -  FIRST     CLASS II
 BO0120
 BO0120.The horizontal coordinates were scaled from a topographic map and have
 BO0120.an estimated accuracy of +/- 6 seconds.
 BO0120
 BO0120.The orthometric height was determined by differential leveling
 BO0120.and adjusted by the National Geodetic Survey in June 1991..
 BO0120
 BO0120.The geoid height was determined by GEOID03.
 BO0120
 BO0120.The dynamic height is computed by dividing the NAVD 88
 BO0120.geopotential number by the normal gravity value computed on the
 BO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0120.degrees latitude (g = 980.6199 gals.).
 BO0120
 BO0120.The modeled gravity was interpolated from observed gravity values.
 BO0120
 BO0120;                    North         East    Units  Estimated Accuracy
 BO0120;SPC TX C     - 3,105,730.      658,960.      MT  (+/- 180 meters Scaled)
 BO0120
 BO0120                          SUPERSEDED SURVEY CONTROL
 BO0120
 BO0120  NGVD 29 (??/??/92)  691.303  (m)         2268.05   (f) ADJ UNCH    1 2
 BO0120
 BO0120.Superseded values are not recommended for survey control.
 BO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0120.See file dsdata.txt to determine how the superseded data were derived.
 BO0120
 BO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU311887(NAD 83)
 BO0120_MARKER: DB = BENCH MARK DISK
 BO0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0120_SP_SET: CULVERT
 BO0120_STAMPING: F 104 1933 ELEV. 2268.050 FT
 BO0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0120
 BO0120  HISTORY     - Date     Condition        Report By
 BO0120  HISTORY     - 1933     MONUMENTED       CGS
 BO0120  HISTORY     - 1958     GOOD             NGS
 BO0120
 BO0120                          STATION DESCRIPTION
 BO0120
 BO0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0120'7.45 MI W FROM SONORA.
 BO0120'ABOUT 7.45 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0120'3RD STREET AND CROCKETT AVENUE AT SONORA, IN THE TOP OF BEDROCK AND
 BO0120'SURROUNDED WITH A CIRCLE OF LOOSE STONES, 68 FEET NORTH OF THE CENTER
 BO0120'LINE OF THE HIGHWAY, 150 FEET WEST OF A CONCRETE CULVERT, 18 FEET
 BO0120'NORTH OF A FENCE LINE, AND ABOUT 2 FEET ABOVE THE SURFACE OF THE
 BO0120'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0031 ***********************************************************************
 EO0031  DESIGNATION -  F 1040
 EO0031  PID         -  EO0031
 EO0031  STATE/COUNTY-  TX/DEAF SMITH
 EO0031  USGS QUAD   -  HEREFORD NE (1971)
 EO0031
 EO0031                         *CURRENT SURVEY CONTROL
 EO0031  ___________________________________________________________________
 EO0031* NAD 83(1986)-  34 52 38.     (N)    102 16 03.     (W)     SCALED    
 EO0031* NAVD 88     -      1147.448  (meters)    3764.59   (feet)  ADJUSTED  
 EO0031  ___________________________________________________________________
 EO0031  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 EO0031  DYNAMIC HT  -        1146.011 (meters)    3759.87  (feet)  COMP
 EO0031  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 EO0031
 EO0031  VERT ORDER  -  FIRST     CLASS II
 EO0031
 EO0031.The horizontal coordinates were scaled from a topographic map and have
 EO0031.an estimated accuracy of +/- 6 seconds.
 EO0031
 EO0031.The orthometric height was determined by differential leveling
 EO0031.and adjusted by the National Geodetic Survey in June 1991..
 EO0031.WARNING-Repeat measurements at this control monument indicate possible
 EO0031.vertical movement.
 EO0031
 EO0031.The geoid height was determined by GEOID03.
 EO0031
 EO0031.The dynamic height is computed by dividing the NAVD 88
 EO0031.geopotential number by the normal gravity value computed on the
 EO0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0031.degrees latitude (g = 980.6199 gals.).
 EO0031
 EO0031.The modeled gravity was interpolated from observed gravity values.
 EO0031
 EO0031;                    North         East    Units  Estimated Accuracy
 EO0031;SPC TX N     - 1,097,590.      129,840.      MT  (+/- 180 meters Scaled)
 EO0031
 EO0031                          SUPERSEDED SURVEY CONTROL
 EO0031
 EO0031  NGVD 29 (??/??/92) 1146.925  (m)         3762.87   (f) ADJ UNCH    1 2
 EO0031
 EO0031.Superseded values are not recommended for survey control.
 EO0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0031.See file dsdata.txt to determine how the superseded data were derived.
 EO0031
 EO0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU497628(NAD 83)
 EO0031_MARKER: DB = BENCH MARK DISK
 EO0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0031_STAMPING: F 1040 1958
 EO0031_MARK LOGO: CGS   
 EO0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0031+STABILITY: SURFACE MOTION
 EO0031
 EO0031  HISTORY     - Date     Condition        Report By
 EO0031  HISTORY     - 1958     MONUMENTED       CGS
 EO0031  HISTORY     - 1984     GOOD             NGS
 EO0031
 EO0031                          STATION DESCRIPTION
 EO0031
 EO0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0031'8.5 MI NE FROM HEREFORD.
 EO0031'ABOUT 8.5 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0031'FROM THE STATION AT HEREFORD, 87 FEET NORTHWEST OF MILE POST 591, 92
 EO0031'FEET NORTHWEST OF THE NEAR RAIL, 80 FEET SOUTHEAST OF THE CENTER LINE
 EO0031'OF U. S. HIGHWAY 60, 6 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 EO0031'SOUTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE TRACK, ABOUT LEVEL
 EO0031'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 EO0031'INCHES.
 EO0031
 EO0031                          STATION RECOVERY (1984)
 EO0031
 EO0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0031'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE=6
 EO0031'FEET SOUTHEAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0233 ***********************************************************************
 DM0233  DESIGNATION -  F 1041
 DM0233  PID         -  DM0233
 DM0233  STATE/COUNTY-  TX/CAMP
 DM0233  USGS QUAD   -  HARVARD (1963)
 DM0233
 DM0233                         *CURRENT SURVEY CONTROL
 DM0233  ___________________________________________________________________
 DM0233* NAD 83(1986)-  33 00 02.     (N)    094 57 34.     (W)     SCALED    
 DM0233* NAVD 88     -       111.543  (meters)     365.95   (feet)  ADJUSTED  
 DM0233  ___________________________________________________________________
 DM0233  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0233  DYNAMIC HT  -         111.419 (meters)     365.55  (feet)  COMP
 DM0233  MODELED GRAV-     979,527.6   (mgal)                       NAVD 88
 DM0233
 DM0233  VERT ORDER  -  FIRST     CLASS II
 DM0233
 DM0233.The horizontal coordinates were scaled from a topographic map and have
 DM0233.an estimated accuracy of +/- 6 seconds.
 DM0233
 DM0233.The orthometric height was determined by differential leveling
 DM0233.and adjusted by the National Geodetic Survey in June 1991..
 DM0233
 DM0233.The geoid height was determined by GEOID03.
 DM0233
 DM0233.The dynamic height is computed by dividing the NAVD 88
 DM0233.geopotential number by the normal gravity value computed on the
 DM0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0233.degrees latitude (g = 980.6199 gals.).
 DM0233
 DM0233.The modeled gravity was interpolated from observed gravity values.
 DM0233
 DM0233;                    North         East    Units  Estimated Accuracy
 DM0233;SPC TXNC     - 2,153,490.      930,770.      MT  (+/- 180 meters Scaled)
 DM0233
 DM0233                          SUPERSEDED SURVEY CONTROL
 DM0233
 DM0233  NGVD 29 (??/??/92)  111.561  (m)          366.01   (f) ADJ UNCH    1 2
 DM0233
 DM0233.Superseded values are not recommended for survey control.
 DM0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0233.See file dsdata.txt to determine how the superseded data were derived.
 DM0233
 DM0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS169530(NAD 83)
 DM0233_MARKER: DB = BENCH MARK DISK
 DM0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0233_SP_SET: CULVERT
 DM0233_STAMPING: F 104 1954
 DM0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0233
 DM0233  HISTORY     - Date     Condition        Report By
 DM0233  HISTORY     - 1954     MONUMENTED       CGS
 DM0233
 DM0233                          STATION DESCRIPTION
 DM0233
 DM0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0233'0.6 MI NE FROM PITTSBURG.
 DM0233'0.6 MILE NORTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0233'STATION AT PITTSBURG, AT THE CROSSING OF U.S. HIGHWAY 271 BY PASS, 49
 DM0233'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13.4 FEET NORTHWEST
 DM0233'OF THE NORTHWEST RAIL, SET IN THE TOP OF THE SOUTHWEST END OF THE
 DM0233'SOUTHEAST WINGWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0102 ***********************************************************************
 DO0102  DESIGNATION -  F 1043
 DO0102  PID         -  DO0102
 DO0102  STATE/COUNTY-  TX/WICHITA
 DO0102  USGS QUAD   -  THORNBERRY (1972)
 DO0102
 DO0102                         *CURRENT SURVEY CONTROL
 DO0102  ___________________________________________________________________
 DO0102* NAD 83(1986)-  34 00 17.     (N)    098 29 47.     (W)     SCALED    
 DO0102* NAVD 88     -       306.581  (meters)    1005.84   (feet)  ADJUSTED  
 DO0102  ___________________________________________________________________
 DO0102  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DO0102  DYNAMIC HT  -         306.247 (meters)    1004.75  (feet)  COMP
 DO0102  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 DO0102
 DO0102  VERT ORDER  -  SECOND    CLASS 0
 DO0102
 DO0102.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0102
 DO0102.The horizontal coordinates were scaled from a topographic map and have
 DO0102.an estimated accuracy of +/- 6 seconds.
 DO0102
 DO0102.The orthometric height was determined by differential leveling
 DO0102.and adjusted by the National Geodetic Survey in June 1991..
 DO0102
 DO0102.The geoid height was determined by GEOID03.
 DO0102
 DO0102.The dynamic height is computed by dividing the NAVD 88
 DO0102.geopotential number by the normal gravity value computed on the
 DO0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0102.degrees latitude (g = 980.6199 gals.).
 DO0102
 DO0102.The modeled gravity was interpolated from observed gravity values.
 DO0102
 DO0102;                    North         East    Units  Estimated Accuracy
 DO0102;SPC TXNC     - 2,259,280.      600,330.      MT  (+/- 180 meters Scaled)
 DO0102
 DO0102                          SUPERSEDED SURVEY CONTROL
 DO0102
 DO0102  NGVD 29 (??/??/92)  306.485  (m)         1005.53   (f) ADJ UNCH    2 0
 DO0102
 DO0102.Superseded values are not recommended for survey control.
 DO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0102.See file dsdata.txt to determine how the superseded data were derived.
 DO0102
 DO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC465627(NAD 83)
 DO0102_MARKER: DB = BENCH MARK DISK
 DO0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0102_STAMPING: F 1043 1957
 DO0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0102+STABILITY: SURFACE MOTION
 DO0102
 DO0102  HISTORY     - Date     Condition        Report By
 DO0102  HISTORY     - 1957     MONUMENTED       CGS
 DO0102  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0102  HISTORY     - 1988     GOOD             NGS
 DO0102
 DO0102                          STATION DESCRIPTION
 DO0102
 DO0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DO0102'5 MI N FROM WICHITA FALLS.
 DO0102'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE, AT
 DO0102'THE NORTH NORTHWEST END OF A PROPOSED RUNWAY, 1000 FEET NORTH
 DO0102'NORTHEAST OF THE CENTER LINE OF THE PROPOSED RUNWAY, 70 FEET WEST
 DO0102'SOUTHWEST OF THE BOUNDARY LINE OF THE AIR BASE, AT STATION 0 + 62 5/,
 DO0102'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 DO0102'GROUND.  NOTE-- THERE IS CONSTRUCTION IN THE AREA.
 DO0102
 DO0102                          STATION RECOVERY (1972)
 DO0102
 DO0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0102'MARK NOT FOUND.
 DO0102
 DO0102                          STATION RECOVERY (1988)
 DO0102
 DO0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DO0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0003 ***********************************************************************
 CT0003  DESIGNATION -  F 1048
 CT0003  PID         -  CT0003
 CT0003  STATE/COUNTY-  TX/PARKER
 CT0003  USGS QUAD   -  BRAZOS EAST (1984)
 CT0003
 CT0003                         *CURRENT SURVEY CONTROL
 CT0003  ___________________________________________________________________
 CT0003* NAD 83(1986)-  32 44 22.     (N)    098 01 29.     (W)     SCALED    
 CT0003* NAVD 88     -       242.235  (meters)     794.73   (feet)  ADJUSTED  
 CT0003  ___________________________________________________________________
 CT0003  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CT0003  DYNAMIC HT  -         241.937 (meters)     793.75  (feet)  COMP
 CT0003  MODELED GRAV-     979,406.4   (mgal)                       NAVD 88
 CT0003
 CT0003  VERT ORDER  -  FIRST     CLASS II
 CT0003
 CT0003.The horizontal coordinates were scaled from a topographic map and have
 CT0003.an estimated accuracy of +/- 6 seconds.
 CT0003
 CT0003.The orthometric height was determined by differential leveling
 CT0003.and adjusted by the National Geodetic Survey in June 1991..
 CT0003
 CT0003.The geoid height was determined by GEOID03.
 CT0003
 CT0003.The dynamic height is computed by dividing the NAVD 88
 CT0003.geopotential number by the normal gravity value computed on the
 CT0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0003.degrees latitude (g = 980.6199 gals.).
 CT0003
 CT0003.The modeled gravity was interpolated from observed gravity values.
 CT0003
 CT0003;                    North         East    Units  Estimated Accuracy
 CT0003;SPC TXNC     - 2,119,060.      644,540.      MT  (+/- 180 meters Scaled)
 CT0003
 CT0003                          SUPERSEDED SURVEY CONTROL
 CT0003
 CT0003  NGVD 29 (??/??/92)  242.151  (m)          794.46   (f) ADJ UNCH    1 2
 CT0003
 CT0003.Superseded values are not recommended for survey control.
 CT0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0003.See file dsdata.txt to determine how the superseded data were derived.
 CT0003
 CT0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB913228(NAD 83)
 CT0003_MARKER: DB = BENCH MARK DISK
 CT0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0003_SP_SET: BRIDGE
 CT0003_STAMPING: F 1048 1955
 CT0003_MARK LOGO: CGS   
 CT0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0003
 CT0003  HISTORY     - Date     Condition        Report By
 CT0003  HISTORY     - 1955     MONUMENTED       CGS
 CT0003  HISTORY     - 1983     GOOD             NGS
 CT0003  HISTORY     - 19970524 GOOD             USPSQD
 CT0003  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0003
 CT0003                          STATION DESCRIPTION
 CT0003
 CT0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0003'0.9 MI SW FROM MILLSAP.
 CT0003'0.9 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0003'STATION AT MILLSAP, 4 POLES NORTHEAST OF MILEPOST 292, 6.8 FEET
 CT0003'SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT BELOW THE TOP OF THE RAILS,
 CT0003'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 4
 CT0003'CHANNEL CONCRETE BRIDGE.
 CT0003
 CT0003                          STATION RECOVERY (1983)
 CT0003
 CT0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0003'RECOVERED IN GOOD CONDITION.
 CT0003
 CT0003                          STATION RECOVERY (1997)
 CT0003
 CT0003'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0003'RECOVERED IN GOOD CONDITION.
 CT0003
 CT0003                          STATION RECOVERY (2002)
 CT0003
 CT0003'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0189 ***********************************************************************
 CT0189  DESIGNATION -  F 1049
 CT0189  PID         -  CT0189
 CT0189  STATE/COUNTY-  TX/EASTLAND
 CT0189  USGS QUAD   -  CISCO NORTH (1987)
 CT0189
 CT0189                         *CURRENT SURVEY CONTROL
 CT0189  ___________________________________________________________________
 CT0189* NAD 83(1986)-  32 24 42.     (N)    098 54 21.     (W)     SCALED    
 CT0189* NAVD 88     -       468.259  (meters)    1536.28   (feet)  ADJUSTED  
 CT0189  ___________________________________________________________________
 CT0189  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CT0189  DYNAMIC HT  -         467.658 (meters)    1534.31  (feet)  COMP
 CT0189  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 CT0189
 CT0189  VERT ORDER  -  FIRST     CLASS II
 CT0189
 CT0189.The horizontal coordinates were scaled from a topographic map and have
 CT0189.an estimated accuracy of +/- 6 seconds.
 CT0189
 CT0189.The orthometric height was determined by differential leveling
 CT0189.and adjusted by the National Geodetic Survey in June 1991..
 CT0189
 CT0189.The geoid height was determined by GEOID03.
 CT0189
 CT0189.The dynamic height is computed by dividing the NAVD 88
 CT0189.geopotential number by the normal gravity value computed on the
 CT0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0189.degrees latitude (g = 980.6199 gals.).
 CT0189
 CT0189.The modeled gravity was interpolated from observed gravity values.
 CT0189
 CT0189;                    North         East    Units  Estimated Accuracy
 CT0189;SPC TXNC     - 2,082,690.      561,830.      MT  (+/- 180 meters Scaled)
 CT0189
 CT0189                          SUPERSEDED SURVEY CONTROL
 CT0189
 CT0189  NGVD 29 (??/??/92)  468.116  (m)         1535.81   (f) ADJ UNCH    1 2
 CT0189
 CT0189.Superseded values are not recommended for survey control.
 CT0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0189.See file dsdata.txt to determine how the superseded data were derived.
 CT0189
 CT0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA088860(NAD 83)
 CT0189_MARKER: DB = BENCH MARK DISK
 CT0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0189_STAMPING: F 1049 1955
 CT0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0189+STABILITY: SURFACE MOTION
 CT0189
 CT0189  HISTORY     - Date     Condition        Report By
 CT0189  HISTORY     - 1955     MONUMENTED       CGS
 CT0189
 CT0189                          STATION DESCRIPTION
 CT0189
 CT0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0189'4.7 MI NE FROM CISCO.
 CT0189'4.7 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0189'STATION AT CISCO, 3 POLES WEST OF A ROAD CROSSING, 1 POLE WEST OF
 CT0189'MILEPOST 356, 95 FEET NORTH OF THE NORTH RAIL, 4 FEET SOUTH OF A
 CT0189'FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CT0189'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0334 ***********************************************************************
 BO0334  DESIGNATION -  F 105
 BO0334  PID         -  BO0334
 BO0334  STATE/COUNTY-  TX/CROCKETT
 BO0334  USGS QUAD   -  BACHELOR HILL (1967)
 BO0334
 BO0334                         *CURRENT SURVEY CONTROL
 BO0334  ___________________________________________________________________
 BO0334* NAD 83(1986)-  30 42 09.     (N)    101 30 01.     (W)     SCALED    
 BO0334* NAVD 88     -       734.589  (meters)    2410.06   (feet)  ADJUSTED  
 BO0334  ___________________________________________________________________
 BO0334  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 BO0334  DYNAMIC HT  -         733.502 (meters)    2406.50  (feet)  COMP
 BO0334  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 BO0334
 BO0334  VERT ORDER  -  FIRST     CLASS II
 BO0334
 BO0334.The horizontal coordinates were scaled from a topographic map and have
 BO0334.an estimated accuracy of +/- 6 seconds.
 BO0334
 BO0334.The orthometric height was determined by differential leveling
 BO0334.and adjusted by the National Geodetic Survey in June 1991..
 BO0334
 BO0334.The geoid height was determined by GEOID03.
 BO0334
 BO0334.The dynamic height is computed by dividing the NAVD 88
 BO0334.geopotential number by the normal gravity value computed on the
 BO0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0334.degrees latitude (g = 980.6199 gals.).
 BO0334
 BO0334.The modeled gravity was interpolated from observed gravity values.
 BO0334
 BO0334;                    North         East    Units  Estimated Accuracy
 BO0334;SPC TX C     - 3,115,410.      588,220.      MT  (+/- 180 meters Scaled)
 BO0334
 BO0334                          SUPERSEDED SURVEY CONTROL
 BO0334
 BO0334  NGVD 29 (??/??/92)  734.369  (m)         2409.34   (f) ADJ UNCH    1 2
 BO0334
 BO0334.Superseded values are not recommended for survey control.
 BO0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0334.See file dsdata.txt to determine how the superseded data were derived.
 BO0334
 BO0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU605993(NAD 83)
 BO0334_MARKER: DB = BENCH MARK DISK
 BO0334_SETTING: 66 = SET IN ROCK OUTCROP
 BO0334_SP_SET: BEDROCK
 BO0334_STAMPING: F 105 1933 2409.342
 BO0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0334+STABILITY: POSITION/ELEVATION WELL
 BO0334
 BO0334  HISTORY     - Date     Condition        Report By
 BO0334  HISTORY     - 1933     MONUMENTED       CGS
 BO0334  HISTORY     - 1958     GOOD             NGS
 BO0334
 BO0334                          STATION DESCRIPTION
 BO0334
 BO0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0334'19.3 MI W FROM OZONA.
 BO0334'ABOUT 19.3 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0334'OZONA, IN THE TOP OF BEDROCK SURROUNDED BY A CIRCLE OF LOOSE ROCK, 63
 BO0334'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ON THE TOP OF A HILL, 12
 BO0334'FEET NORTH OF A FENCE, AND ABOUT 15 FEET ABOVE THE LEVEL OF THE
 BO0334'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0335 ***********************************************************************
 BO0335  DESIGNATION -  F 105 RESET 1977
 BO0335  PID         -  BO0335
 BO0335  STATE/COUNTY-  TX/CROCKETT
 BO0335  USGS QUAD   -  BACHELOR HILL (1967)
 BO0335
 BO0335                         *CURRENT SURVEY CONTROL
 BO0335  ___________________________________________________________________
 BO0335* NAD 83(1986)-  30 42 10.     (N)    101 30 01.     (W)     SCALED    
 BO0335* NAVD 88     -       716.14   (+/-2cm)    2349.5    (feet)  VERTCON   
 BO0335  ___________________________________________________________________
 BO0335  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 BO0335
 BO0335  VERT ORDER  -  THIRD (See Below)
 BO0335
 BO0335.The horizontal coordinates were scaled from a topographic map and have
 BO0335.an estimated accuracy of +/- 6 seconds.
 BO0335
 BO0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0335.The vertical order pertains to the NGVD 29 superseded value.
 BO0335
 BO0335.The geoid height was determined by GEOID03.
 BO0335
 BO0335;                    North         East    Units  Estimated Accuracy
 BO0335;SPC TX C     - 3,115,450.      588,220.      MT  (+/- 180 meters Scaled)
 BO0335
 BO0335                          SUPERSEDED SURVEY CONTROL
 BO0335
 BO0335  NGVD 29 (01/29/03)  715.92   (m)         2348.8    (f) RESET       3  
 BO0335
 BO0335.Superseded values are not recommended for survey control.
 BO0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0335.See file dsdata.txt to determine how the superseded data were derived.
 BO0335
 BO0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU605993(NAD 83)
 BO0335_MARKER: DD = SURVEY DISK
 BO0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0335_SP_SET: CULVERT
 BO0335_STAMPING: F 105 RESET 1977
 BO0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0335
 BO0335  HISTORY     - Date     Condition        Report By
 BO0335  HISTORY     - 1977     MONUMENTED       TXHD
 BO0335
 BO0335                          STATION DESCRIPTION
 BO0335
 BO0335'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1977
 BO0335'17.9 MI W FROM OZONA.
 BO0335'ABOUT 17.9 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM INTERSECTION OF
 BO0335'INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 163 AT OZONA IN THE TOP OF
 BO0335'HEADWALL 178.33 FEET NORTH OF HIGHWAY STATION 101+37 INTERSTATE
 BO0335'HIGHWAY 10 MASTER CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0032 ***********************************************************************
 CT0032  DESIGNATION -  F 1050
 CT0032  PID         -  CT0032
 CT0032  STATE/COUNTY-  TX/PALO PINTO
 CT0032  USGS QUAD   -  GORDON (1984)
 CT0032
 CT0032                         *CURRENT SURVEY CONTROL
 CT0032  ___________________________________________________________________
 CT0032* NAD 83(1986)-  32 32 40.     (N)    098 17 29.     (W)     SCALED    
 CT0032* NAVD 88     -       283.295  (meters)     929.44   (feet)  ADJUSTED  
 CT0032  ___________________________________________________________________
 CT0032  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0032  DYNAMIC HT  -         282.944 (meters)     928.29  (feet)  COMP
 CT0032  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 CT0032
 CT0032  VERT ORDER  -  FIRST     CLASS II
 CT0032
 CT0032.The horizontal coordinates were scaled from a topographic map and have
 CT0032.an estimated accuracy of +/- 6 seconds.
 CT0032
 CT0032.The orthometric height was determined by differential leveling
 CT0032.and adjusted by the National Geodetic Survey in June 1991..
 CT0032.WARNING-Repeat measurements at this control monument indicate possible
 CT0032.vertical movement.
 CT0032
 CT0032.The geoid height was determined by GEOID03.
 CT0032
 CT0032.The dynamic height is computed by dividing the NAVD 88
 CT0032.geopotential number by the normal gravity value computed on the
 CT0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0032.degrees latitude (g = 980.6199 gals.).
 CT0032
 CT0032.The modeled gravity was interpolated from observed gravity values.
 CT0032
 CT0032;                    North         East    Units  Estimated Accuracy
 CT0032;SPC TXNC     - 2,097,360.      619,590.      MT  (+/- 180 meters Scaled)
 CT0032
 CT0032                          SUPERSEDED SURVEY CONTROL
 CT0032
 CT0032  NGVD 29 (??/??/92)  283.213  (m)          929.17   (f) ADJ UNCH    1 2
 CT0032
 CT0032.Superseded values are not recommended for survey control.
 CT0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0032.See file dsdata.txt to determine how the superseded data were derived.
 CT0032
 CT0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB665010(NAD 83)
 CT0032_MARKER: DB = BENCH MARK DISK
 CT0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0032_SP_SET: CULVERT
 CT0032_STAMPING: F 1050 1956
 CT0032_MARK LOGO: CGS   
 CT0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0032
 CT0032  HISTORY     - Date     Condition        Report By
 CT0032  HISTORY     - 1956     MONUMENTED       CGS
 CT0032  HISTORY     - 1983     GOOD             NGS
 CT0032  HISTORY     - 20040327 GOOD             USPSQD
 CT0032
 CT0032                          STATION DESCRIPTION
 CT0032
 CT0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0032'6.35 MI SW FROM SANTO.
 CT0032'6.35 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0032'STATION AT SANTO, 17 FEET WEST OF THE 5TH POLE NORTHEAST OF MILEPOST
 CT0032'314, ON THE OUTSIDE OF A CURVE IN THE RAILROAD, 12 FEET SOUTHEAST OF
 CT0032'THE SOUTHEAST RAIL OF THE MAIN TRACK, 3 FEET BELOW THE TOP OF THE
 CT0032'RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL
 CT0032'OF A CONCRETE CULVERT UNDER THE RAILROAD.
 CT0032
 CT0032                          STATION RECOVERY (1983)
 CT0032
 CT0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0032'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  40.5 KM
 CT0032'(25.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0032'FARM ROAD 2461 IN RANGER, THENCE 0.2 KM (0.1 MI) NORTH ACROSS COUNTY.
 CT0032
 CT0032                          STATION RECOVERY (2004)
 CT0032
 CT0032'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0430 ***********************************************************************
 CT0430  DESIGNATION -  F 1052
 CT0430  PID         -  CT0430
 CT0430  STATE/COUNTY-  TX/CALLAHAN
 CT0430  USGS QUAD   -  BAIRD (1966)
 CT0430
 CT0430                         *CURRENT SURVEY CONTROL
 CT0430  ___________________________________________________________________
 CT0430* NAD 83(1986)-  32 24 24.     (N)    099 29 44.     (W)     SCALED    
 CT0430* NAVD 88     -       607.010  (meters)    1991.50   (feet)  ADJUSTED  
 CT0430  ___________________________________________________________________
 CT0430  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CT0430  DYNAMIC HT  -         606.214 (meters)    1988.89  (feet)  COMP
 CT0430  MODELED GRAV-     979,308.1   (mgal)                       NAVD 88
 CT0430
 CT0430  VERT ORDER  -  FIRST     CLASS II
 CT0430
 CT0430.The horizontal coordinates were scaled from a topographic map and have
 CT0430.an estimated accuracy of +/- 6 seconds.
 CT0430
 CT0430.The orthometric height was determined by differential leveling
 CT0430.and adjusted by the National Geodetic Survey in June 1991..
 CT0430
 CT0430.The geoid height was determined by GEOID03.
 CT0430
 CT0430.The dynamic height is computed by dividing the NAVD 88
 CT0430.geopotential number by the normal gravity value computed on the
 CT0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0430.degrees latitude (g = 980.6199 gals.).
 CT0430
 CT0430.The modeled gravity was interpolated from observed gravity values.
 CT0430
 CT0430;                    North         East    Units  Estimated Accuracy
 CT0430;SPC TXNC     - 2,082,500.      506,350.      MT  (+/- 180 meters Scaled)
 CT0430
 CT0430                          SUPERSEDED SURVEY CONTROL
 CT0430
 CT0430  NGVD 29 (??/??/92)  606.832  (m)         1990.91   (f) ADJ UNCH    1 2
 CT0430
 CT0430.Superseded values are not recommended for survey control.
 CT0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0430.See file dsdata.txt to determine how the superseded data were derived.
 CT0430
 CT0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA534856(NAD 83)
 CT0430_MARKER: DB = BENCH MARK DISK
 CT0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0430_SP_SET: CONCRETE BASE
 CT0430_STAMPING: F 1052 1956
 CT0430_MARK LOGO: CGS   
 CT0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0430
 CT0430  HISTORY     - Date     Condition        Report By
 CT0430  HISTORY     - 1956     MONUMENTED       CGS
 CT0430  HISTORY     - 1961     GOOD             NGS
 CT0430  HISTORY     - 1983     GOOD             NGS
 CT0430  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0430
 CT0430                          STATION DESCRIPTION
 CT0430
 CT0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0430'0.1 MI W FROM CLYDE.
 CT0430'0.1 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0430'CLYDE, 207 FEET NORTH OF THE NORTH RAIL, 116 FEET NORTH OF THE CENTER
 CT0430'LINE OF A PAVED STREET, SET IN THE TOP OF THE SOUTH CORNER OF THE
 CT0430'CONCRETE BASE OF THE SOUTHWEST LEG OF THE CITY WATER TOWER.
 CT0430
 CT0430                          STATION RECOVERY (1961)
 CT0430
 CT0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0430'RECOVERED IN GOOD CONDITION.
 CT0430
 CT0430                          STATION RECOVERY (1983)
 CT0430
 CT0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0430'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CLYDE, AT
 CT0430'THE INTERSECTION OF FIRST AND PECAN STREETS, IN THE SOUTH CORNER OF
 CT0430'THE CONCRETE FOOTING OF THE SOUTHWEST LEG OF THE MUNICIPAL WATER TANK,
 CT0430'35.4 METERS (116.1 FT) NORTH OF THE CENTER OF THE STREET AND 31.1
 CT0430'METERS (102.0 FT) EAST OF THE CENTER OF THE STREET.
 CT0430'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CT0430
 CT0430                          STATION RECOVERY (2001)
 CT0430
 CT0430'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0390 ***********************************************************************
 CT0390  DESIGNATION -  F 1053
 CT0390  PID         -  CT0390
 CT0390  STATE/COUNTY-  TX/CALLAHAN
 CT0390  USGS QUAD   -  PUTNAM SOUTH (1987)
 CT0390
 CT0390                         *CURRENT SURVEY CONTROL
 CT0390  ___________________________________________________________________
 CT0390* NAD 83(1986)-  32 22 14.     (N)    099 11 42.     (W)     SCALED    
 CT0390* NAVD 88     -       488.930  (meters)    1604.10   (feet)  ADJUSTED  
 CT0390  ___________________________________________________________________
 CT0390  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CT0390  DYNAMIC HT  -         488.296 (meters)    1602.02  (feet)  COMP
 CT0390  MODELED GRAV-     979,328.0   (mgal)                       NAVD 88
 CT0390
 CT0390  VERT ORDER  -  FIRST     CLASS II
 CT0390
 CT0390.The horizontal coordinates were scaled from a topographic map and have
 CT0390.an estimated accuracy of +/- 6 seconds.
 CT0390
 CT0390.The orthometric height was determined by differential leveling
 CT0390.and adjusted by the National Geodetic Survey in June 1991..
 CT0390
 CT0390.The geoid height was determined by GEOID03.
 CT0390
 CT0390.The dynamic height is computed by dividing the NAVD 88
 CT0390.geopotential number by the normal gravity value computed on the
 CT0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0390.degrees latitude (g = 980.6199 gals.).
 CT0390
 CT0390.The modeled gravity was interpolated from observed gravity values.
 CT0390
 CT0390;                    North         East    Units  Estimated Accuracy
 CT0390;SPC TXNC     - 2,078,270.      534,600.      MT  (+/- 180 meters Scaled)
 CT0390
 CT0390                          SUPERSEDED SURVEY CONTROL
 CT0390
 CT0390  NGVD 29 (??/??/92)  488.794  (m)         1603.65   (f) ADJ UNCH    1 2
 CT0390
 CT0390.Superseded values are not recommended for survey control.
 CT0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0390.See file dsdata.txt to determine how the superseded data were derived.
 CT0390
 CT0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA816815(NAD 83)
 CT0390_MARKER: DB = BENCH MARK DISK
 CT0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0390_SP_SET: CULVERT
 CT0390_STAMPING: F 1053 1956
 CT0390_MARK LOGO: CGS   
 CT0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0390
 CT0390  HISTORY     - Date     Condition        Report By
 CT0390  HISTORY     - 1956     MONUMENTED       CGS
 CT0390  HISTORY     - 1983     GOOD             NGS
 CT0390
 CT0390                          STATION DESCRIPTION
 CT0390
 CT0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0390'IN PUTNAM.
 CT0390'AT PUTNAM, 11 POLES EAST OF MILEPOST 374, 3 POLES EAST OF THE TEXAS
 CT0390'AND PACIFIC RAILROAD STATION, 8.8 FEET SOUTH OF THE SOUTH RAIL OF A
 CT0390'SIDE TRACK, 59 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1 FOOT
 CT0390'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE
 CT0390'SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE SIDE TRACK.
 CT0390
 CT0390                          STATION RECOVERY (1983)
 CT0390
 CT0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0390'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.1 KM
 CT0390'(17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0390'FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG
 CT0390'CONRAD HILTON AVENUE, THENCE 21.1 KM (13.15 MI) WESTERLY ALONG THE
 CT0390'MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0627 ***********************************************************************
 CU0627  DESIGNATION -  F 1054
 CU0627  PID         -  CU0627
 CU0627  STATE/COUNTY-  TX/MARTIN
 CU0627  USGS QUAD   -  STANTON SE (1966)
 CU0627
 CU0627                         *CURRENT SURVEY CONTROL
 CU0627  ___________________________________________________________________
 CU0627* NAD 83(1986)-  32 06 04.     (N)    101 51 56.     (W)     SCALED    
 CU0627* NAVD 88     -       819.320  (meters)    2688.05   (feet)  ADJUSTED  
 CU0627  ___________________________________________________________________
 CU0627  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CU0627  DYNAMIC HT  -         818.180 (meters)    2684.31  (feet)  COMP
 CU0627  MODELED GRAV-     979,220.3   (mgal)                       NAVD 88
 CU0627
 CU0627  VERT ORDER  -  FIRST     CLASS II
 CU0627
 CU0627.The horizontal coordinates were scaled from a topographic map and have
 CU0627.an estimated accuracy of +/- 6 seconds.
 CU0627
 CU0627.The orthometric height was determined by differential leveling
 CU0627.and adjusted by the National Geodetic Survey in June 1991..
 CU0627.WARNING-Repeat measurements at this control monument indicate possible
 CU0627.vertical movement.
 CU0627
 CU0627.The geoid height was determined by GEOID03.
 CU0627
 CU0627.The dynamic height is computed by dividing the NAVD 88
 CU0627.geopotential number by the normal gravity value computed on the
 CU0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0627.degrees latitude (g = 980.6199 gals.).
 CU0627
 CU0627.The modeled gravity was interpolated from observed gravity values.
 CU0627
 CU0627;                    North         East    Units  Estimated Accuracy
 CU0627;SPC TXNC     - 2,053,270.      282,380.      MT  (+/- 180 meters Scaled)
 CU0627
 CU0627                          SUPERSEDED SURVEY CONTROL
 CU0627
 CU0627  NGVD 29 (??/??/92)  819.012  (m)         2687.04   (f) ADJ UNCH    1 2
 CU0627
 CU0627.Superseded values are not recommended for survey control.
 CU0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0627.See file dsdata.txt to determine how the superseded data were derived.
 CU0627
 CU0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA295552(NAD 83)
 CU0627_MARKER: DB = BENCH MARK DISK
 CU0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0627_STAMPING: F 1054 1956
 CU0627_MARK LOGO: CGS   
 CU0627_PROJECTION: PROJECTING 10 CENTIMETERS
 CU0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0627+STABILITY: SURFACE MOTION
 CU0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU0627+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2006
 CU0627
 CU0627  HISTORY     - Date     Condition        Report By
 CU0627  HISTORY     - 1956     MONUMENTED       CGS
 CU0627  HISTORY     - 1982     GOOD             NGS
 CU0627  HISTORY     - 20060222 GOOD             TXDOT
 CU0627
 CU0627                          STATION DESCRIPTION
 CU0627
 CU0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0627'4.8 MI SW FROM STANTON.
 CU0627'4.8 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0627'STATION AT STANTON, 3 POLES SOUTHWEST OF MILEPOST 539, AT AN OILED
 CU0627'ROAD CROSSING, 170 FEET NORTHEAST OF THE STATION SIGN AT DIX, 62 FEET
 CU0627'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST TRAFFIC LANE OF U.S.
 CU0627'HIGHWAY 80, 89 FEET SOUTHWEST OF THE CENTER LINE OF AN OILED ROAD, 26
 CU0627'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 19.5 FEET
 CU0627'NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 CU0627'3.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CU0627'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CU0627
 CU0627                          STATION RECOVERY (1982)
 CU0627
 CU0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0627'22.7 KM (14.1 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0627'FROM THE POST OFFICE IN MIDLAND, AT THE JUNCTION OF FARM ROAD 829,
 CU0627'18.8 METERS (61.7 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST
 CU0627'BOUND LANES OF INTERSTATE HIGHWAY 20, 7.8 METERS (25.6 FT)
 CU0627'NORTH-NORTHWEST OF THE NEAR RAIL AND 5.9 METERS (19.4 FT)
 CU0627'EAST-NORTHEAST OF A UTILITY POLE.
 CU0627'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CU0627'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CU0627
 CU0627                          STATION RECOVERY (2006)
 CU0627
 CU0627'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2006 (JCW)
 CU0627'WITNESS POST NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0279 ***********************************************************************
 CT0279  DESIGNATION -  F 1055
 CT0279  PID         -  CT0279
 CT0279  STATE/COUNTY-  TX/EASTLAND
 CT0279  USGS QUAD   -  RANGER (1987)
 CT0279
 CT0279                         *CURRENT SURVEY CONTROL
 CT0279  ___________________________________________________________________
 CT0279* NAD 83(1986)-  32 29 22.     (N)    098 40 54.     (W)     SCALED    
 CT0279* NAVD 88     -       442.421  (meters)    1451.51   (feet)  ADJUSTED  
 CT0279  ___________________________________________________________________
 CT0279  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CT0279  DYNAMIC HT  -         441.856 (meters)    1449.66  (feet)  COMP
 CT0279  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 CT0279
 CT0279  VERT ORDER  -  FIRST     CLASS II
 CT0279
 CT0279.The horizontal coordinates were scaled from a topographic map and have
 CT0279.an estimated accuracy of +/- 6 seconds.
 CT0279
 CT0279.The orthometric height was determined by differential leveling
 CT0279.and adjusted by the National Geodetic Survey in June 1991..
 CT0279
 CT0279.The geoid height was determined by GEOID03.
 CT0279
 CT0279.The dynamic height is computed by dividing the NAVD 88
 CT0279.geopotential number by the normal gravity value computed on the
 CT0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0279.degrees latitude (g = 980.6199 gals.).
 CT0279
 CT0279.The modeled gravity was interpolated from observed gravity values.
 CT0279
 CT0279;                    North         East    Units  Estimated Accuracy
 CT0279;SPC TXNC     - 2,091,250.      582,930.      MT  (+/- 180 meters Scaled)
 CT0279
 CT0279                          SUPERSEDED SURVEY CONTROL
 CT0279
 CT0279  NGVD 29 (??/??/92)  442.28   (m)         1451.0    (f) COMPUTED    1 2
 CT0279
 CT0279.Superseded values are not recommended for survey control.
 CT0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0279.See file dsdata.txt to determine how the superseded data were derived.
 CT0279
 CT0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA299947(NAD 83)
 CT0279_MARKER: DB = BENCH MARK DISK
 CT0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0279_STAMPING: F 1055 1956
 CT0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0279+STABILITY: SURFACE MOTION
 CT0279
 CT0279  HISTORY     - Date     Condition        Report By
 CT0279  HISTORY     - 1956     MONUMENTED       CGS
 CT0279  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0279  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0279
 CT0279                          STATION DESCRIPTION
 CT0279
 CT0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0279'1.8 MI N FROM RANGER.
 CT0279'1.0 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0279'STATION AT RANGER, THENCE 0.8 MILE NORTHWEST ALONG AN ABANDONED GRADE
 CT0279'OF THE WICHITA FALLS AND SOUTHERN RAILROAD, AT A PRIVATE ROAD
 CT0279'CROSSING, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD RAILROAD
 CT0279'GRADE, 52 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 24 FEET
 CT0279'NORTHEAST OF THE CENTER OF A WIRE GATE, 2.2 FEET NORTHWEST OF A FENCE,
 CT0279'2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CT0279'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CT0279
 CT0279                          STATION RECOVERY (1983)
 CT0279
 CT0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0279'MARK NOT FOUND.
 CT0279
 CT0279                          STATION RECOVERY (2002)
 CT0279
 CT0279'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0083 ***********************************************************************
 CU0083  DESIGNATION -  F 1056
 CU0083  PID         -  CU0083
 CU0083  STATE/COUNTY-  TX/FISHER
 CU0083  USGS QUAD   -  RAVEN CREEK SOUTH (1984)
 CU0083
 CU0083                         *CURRENT SURVEY CONTROL
 CU0083  ___________________________________________________________________
 CU0083* NAD 83(1986)-  32 31 25.     (N)    100 14 50.     (W)     SCALED    
 CU0083* NAVD 88     -       586.233  (meters)    1923.33   (feet)  POSTED    
 CU0083  ___________________________________________________________________
 CU0083  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CU0083  DYNAMIC HT  -         585.460 (meters)    1920.80  (feet)  COMP
 CU0083  MODELED GRAV-     979,299.3   (mgal)                       NAVD 88
 CU0083
 CU0083  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0083
 CU0083.The horizontal coordinates were scaled from a topographic map and have
 CU0083.an estimated accuracy of +/- 6 seconds.
 CU0083
 CU0083.The orthometric height was determined by differential leveling
 CU0083.and adjusted by the National Geodetic Survey in 1992..
 CU0083.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0083.rate of 0.0 thru 1.0 mm/km.
 CU0083
 CU0083.The geoid height was determined by GEOID03.
 CU0083
 CU0083.The dynamic height is computed by dividing the NAVD 88
 CU0083.geopotential number by the normal gravity value computed on the
 CU0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0083.degrees latitude (g = 980.6199 gals.).
 CU0083
 CU0083.The modeled gravity was interpolated from observed gravity values.
 CU0083
 CU0083;                    North         East    Units  Estimated Accuracy
 CU0083;SPC TXNC     - 2,096,390.      435,870.      MT  (+/- 180 meters Scaled)
 CU0083
 CU0083                          SUPERSEDED SURVEY CONTROL
 CU0083
 CU0083  NGVD 29 (??/??/92)  586.038  (m)         1922.69   (f) ADJ UNCH    1 2
 CU0083
 CU0083.Superseded values are not recommended for survey control.
 CU0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0083.See file dsdata.txt to determine how the superseded data were derived.
 CU0083
 CU0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA828991(NAD 83)
 CU0083_MARKER: DB = BENCH MARK DISK
 CU0083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0083_SP_SET: 15.5 FT
 CU0083_STAMPING: F 1056 1956
 CU0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0083
 CU0083  HISTORY     - Date     Condition        Report By
 CU0083  HISTORY     - 1956     MONUMENTED       CGS
 CU0083
 CU0083                          STATION DESCRIPTION
 CU0083
 CU0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0083'7.8 MI NW FROM TRENT.
 CU0083'7.8 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0083'STATION AT TRENT, 44.7 FEET SOUTHWEST OF THE 6TH POLE NORTHWEST OF
 CU0083'MILEPOST 437, 145 FEET WEST OF A FISHER AND NOLAN COUNTY LINE MARKER,
 CU0083'2.4 FEET NORTHWEST OF A WITNESS POST, 2.4 FEET NORTHEAST OF A FENCE,
 CU0083'93.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, CLAMPED ON THE TOP OF A 1/2
 CU0083'INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 15.5 FEET IN THE GROUND,
 CU0083'INCASED IN A 4 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE
 CU0083'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0173 ***********************************************************************
 CU0173  DESIGNATION -  F 1057
 CU0173  PID         -  CU0173
 CU0173  STATE/COUNTY-  TX/NOLAN
 CU0173  USGS QUAD   -  SWEETWATER (1987)
 CU0173
 CU0173                         *CURRENT SURVEY CONTROL
 CU0173  ___________________________________________________________________
 CU0173* NAD 83(1986)-  32 27 40.     (N)    100 25 26.     (W)     SCALED    
 CU0173* NAVD 88     -       678.319  (meters)    2225.45   (feet)  POSTED    
 CU0173  ___________________________________________________________________
 CU0173  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CU0173  DYNAMIC HT  -         677.420 (meters)    2222.50  (feet)  COMP
 CU0173  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 CU0173
 CU0173  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CU0173
 CU0173.The horizontal coordinates were scaled from a topographic map and have
 CU0173.an estimated accuracy of +/- 6 seconds.
 CU0173
 CU0173.The orthometric height was determined by differential leveling
 CU0173.and adjusted by the National Geodetic Survey in 1992..
 CU0173.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CU0173.rate of 4.1 thru 8.0 mm/km.
 CU0173
 CU0173.The geoid height was determined by GEOID03.
 CU0173
 CU0173.The dynamic height is computed by dividing the NAVD 88
 CU0173.geopotential number by the normal gravity value computed on the
 CU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0173.degrees latitude (g = 980.6199 gals.).
 CU0173
 CU0173.The modeled gravity was interpolated from observed gravity values.
 CU0173
 CU0173;                    North         East    Units  Estimated Accuracy
 CU0173;SPC TXNC     - 2,089,750.      419,150.      MT  (+/- 180 meters Scaled)
 CU0173
 CU0173                          SUPERSEDED SURVEY CONTROL
 CU0173
 CU0173  NGVD 29 (??/??/92)  678.086  (m)         2224.69   (f) ADJ UNCH    1 2
 CU0173
 CU0173.Superseded values are not recommended for survey control.
 CU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0173.See file dsdata.txt to determine how the superseded data were derived.
 CU0173
 CU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA661924(NAD 83)
 CU0173_MARKER: DB = BENCH MARK DISK
 CU0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0173_STAMPING: F 1057 1956
 CU0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0173+STABILITY: SURFACE MOTION
 CU0173
 CU0173  HISTORY     - Date     Condition        Report By
 CU0173  HISTORY     - 1956     MONUMENTED       CGS
 CU0173  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0173
 CU0173                          STATION DESCRIPTION
 CU0173
 CU0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0173'1.2 MI SW FROM SWEETWATER.
 CU0173'1.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0173'STATION AT SWEETWATER, 102 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 CU0173'BROOKS PACKING COMPANY PLANT, 49.7 FEET SOUTHEAST OF THE SOUTHEAST
 CU0173'RAIL OF THE MAIN TRACK, 6 FEET SOUTHEAST OF MILEPOST 449, 2 FEET
 CU0173'SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 CU0173'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CU0173
 CU0173                          STATION RECOVERY (1982)
 CU0173
 CU0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0304 ***********************************************************************
 CU0304  DESIGNATION -  F 1058
 CU0304  PID         -  CU0304
 CU0304  STATE/COUNTY-  TX/MITCHELL
 CU0304  USGS QUAD   -  COLORADO CITY (1979)
 CU0304
 CU0304                         *CURRENT SURVEY CONTROL
 CU0304  ___________________________________________________________________
 CU0304* NAD 83(1986)-  32 22 34.     (N)    100 51 34.     (W)     SCALED    
 CU0304* NAVD 88     -       630.613  (meters)    2068.94   (feet)  ADJUSTED  
 CU0304  ___________________________________________________________________
 CU0304  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CU0304  DYNAMIC HT  -         629.772 (meters)    2066.18  (feet)  COMP
 CU0304  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 CU0304
 CU0304  VERT ORDER  -  FIRST     CLASS II
 CU0304
 CU0304.The horizontal coordinates were scaled from a topographic map and have
 CU0304.an estimated accuracy of +/- 6 seconds.
 CU0304
 CU0304.The orthometric height was determined by differential leveling
 CU0304.and adjusted by the National Geodetic Survey in June 1991..
 CU0304
 CU0304.The geoid height was determined by GEOID03.
 CU0304
 CU0304.The dynamic height is computed by dividing the NAVD 88
 CU0304.geopotential number by the normal gravity value computed on the
 CU0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0304.degrees latitude (g = 980.6199 gals.).
 CU0304
 CU0304.The modeled gravity was interpolated from observed gravity values.
 CU0304
 CU0304;                    North         East    Units  Estimated Accuracy
 CU0304;SPC TXNC     - 2,081,170.      378,000.      MT  (+/- 180 meters Scaled)
 CU0304
 CU0304                          SUPERSEDED SURVEY CONTROL
 CU0304
 CU0304  NGVD 29 (??/??/92)  630.405  (m)         2068.25   (f) ADJ UNCH    1 2
 CU0304
 CU0304.Superseded values are not recommended for survey control.
 CU0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0304.See file dsdata.txt to determine how the superseded data were derived.
 CU0304
 CU0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA250836(NAD 83)
 CU0304_MARKER: DB = BENCH MARK DISK
 CU0304_SETTING: 66 = SET IN ROCK OUTCROP
 CU0304_SP_SET: OUTCROP
 CU0304_STAMPING: F 1058 1956
 CU0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0304+STABILITY: POSITION/ELEVATION WELL
 CU0304
 CU0304  HISTORY     - Date     Condition        Report By
 CU0304  HISTORY     - 1956     MONUMENTED       CGS
 CU0304
 CU0304                          STATION DESCRIPTION
 CU0304
 CU0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0304'1.8 MI SE FROM COLORADO CITY.
 CU0304'0.8 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0304'COLORADO CITY, THENCE 0.6 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE
 CU0304'0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD, 108 FEET SOUTHEAST OF THE
 CU0304'CENTER LINE OF A NORTHEAST AND SOUTHWEST GRAVELED ROAD, 30 FEET WEST
 CU0304'OF THE CENTER LINE OF A ROAD LEADING SOUTH, ON THE SOUTH SIDE OF A
 CU0304'DRAW, SET IN THE TOP OF A LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0599 ***********************************************************************
 CU0599  DESIGNATION -  F 1059
 CU0599  PID         -  CU0599
 CU0599  STATE/COUNTY-  TX/HOWARD
 CU0599  USGS QUAD   -  ELBOW (1978)
 CU0599
 CU0599                         *CURRENT SURVEY CONTROL
 CU0599  ___________________________________________________________________
 CU0599* NAD 83(1986)-  32 13 28.     (N)    101 33 44.     (W)     SCALED    
 CU0599* NAVD 88     -       739.586  (meters)    2426.46   (feet)  ADJUSTED  
 CU0599  ___________________________________________________________________
 CU0599  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CU0599  DYNAMIC HT  -         738.572 (meters)    2423.13  (feet)  COMP
 CU0599  MODELED GRAV-     979,243.7   (mgal)                       NAVD 88
 CU0599
 CU0599  VERT ORDER  -  FIRST     CLASS II
 CU0599
 CU0599.The horizontal coordinates were scaled from a topographic map and have
 CU0599.an estimated accuracy of +/- 6 seconds.
 CU0599
 CU0599.The orthometric height was determined by differential leveling
 CU0599.and adjusted by the National Geodetic Survey in June 1991..
 CU0599
 CU0599.The geoid height was determined by GEOID03.
 CU0599
 CU0599.The dynamic height is computed by dividing the NAVD 88
 CU0599.geopotential number by the normal gravity value computed on the
 CU0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0599.degrees latitude (g = 980.6199 gals.).
 CU0599
 CU0599.The modeled gravity was interpolated from observed gravity values.
 CU0599
 CU0599;                    North         East    Units  Estimated Accuracy
 CU0599;SPC TXNC     - 2,066,060.      311,400.      MT  (+/- 180 meters Scaled)
 CU0599
 CU0599                          SUPERSEDED SURVEY CONTROL
 CU0599
 CU0599  NGVD 29 (??/??/92)  739.311  (m)         2425.56   (f) ADJ UNCH    1 2
 CU0599
 CU0599.Superseded values are not recommended for survey control.
 CU0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0599.See file dsdata.txt to determine how the superseded data were derived.
 CU0599
 CU0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA585681(NAD 83)
 CU0599_MARKER: DB = BENCH MARK DISK
 CU0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0599_SP_SET: PILLAR
 CU0599_STAMPING: F 1059 1956
 CU0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0599
 CU0599  HISTORY     - Date     Condition        Report By
 CU0599  HISTORY     - 1956     MONUMENTED       CGS
 CU0599
 CU0599                          STATION DESCRIPTION
 CU0599
 CU0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0599'5.85 MI SW FROM BIG SPRING.
 CU0599'5.85 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0599'STATION AT BIG SPRING, AT THE SOUTH OVERPASS OF U.S. HIGHWAY 80, 24.3
 CU0599'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 11.2 FEET
 CU0599'SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 3 FEET ABOVE THE TOP
 CU0599'OF THE RAILS, SET VERTICALLY IN THE WEST SIDE OF THE NORTH CONCRETE
 CU0599'PILLAR OF THE OVERPASS.  THIS IS A 4 LANE HIGHWAY AND THERE ARE 2
 CU0599'OVERPASSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0005 ***********************************************************************
 BP0005  DESIGNATION -  F 106
 BP0005  PID         -  BP0005
 BP0005  STATE/COUNTY-  TX/PECOS
 BP0005  USGS QUAD   -  INDIAN MESA (1969)
 BP0005
 BP0005                         *CURRENT SURVEY CONTROL
 BP0005  ___________________________________________________________________
 BP0005* NAD 83(1986)-  30 52 49.     (N)    102 07 34.     (W)     SCALED    
 BP0005* NAVD 88     -       819.317  (meters)    2688.04   (feet)  ADJUSTED  
 BP0005  ___________________________________________________________________
 BP0005  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 BP0005  DYNAMIC HT  -         818.115 (meters)    2684.10  (feet)  COMP
 BP0005  MODELED GRAV-     979,147.5   (mgal)                       NAVD 88
 BP0005
 BP0005  VERT ORDER  -  FIRST     CLASS II
 BP0005
 BP0005.The horizontal coordinates were scaled from a topographic map and have
 BP0005.an estimated accuracy of +/- 6 seconds.
 BP0005
 BP0005.The orthometric height was determined by differential leveling
 BP0005.and adjusted by the National Geodetic Survey in June 1991..
 BP0005
 BP0005.The geoid height was determined by GEOID03.
 BP0005
 BP0005.The dynamic height is computed by dividing the NAVD 88
 BP0005.geopotential number by the normal gravity value computed on the
 BP0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0005.degrees latitude (g = 980.6199 gals.).
 BP0005
 BP0005.The modeled gravity was interpolated from observed gravity values.
 BP0005
 BP0005;                    North         East    Units  Estimated Accuracy
 BP0005;SPC TX C     - 3,135,920.      528,600.      MT  (+/- 180 meters Scaled)
 BP0005
 BP0005                          SUPERSEDED SURVEY CONTROL
 BP0005
 BP0005  NGVD 29 (??/??/92)  819.052  (m)         2687.17   (f) ADJ UNCH    1 2
 BP0005
 BP0005.Superseded values are not recommended for survey control.
 BP0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0005.See file dsdata.txt to determine how the superseded data were derived.
 BP0005
 BP0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ747198(NAD 83)
 BP0005_MARKER: DB = BENCH MARK DISK
 BP0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0005_STAMPING: F 106 1933 2687.173
 BP0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0005+STABILITY: SURFACE MOTION
 BP0005
 BP0005  HISTORY     - Date     Condition        Report By
 BP0005  HISTORY     - 1933     MONUMENTED       CGS
 BP0005  HISTORY     - 1958     GOOD             NGS
 BP0005
 BP0005                          STATION DESCRIPTION
 BP0005
 BP0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0005'24.75 MI W FROM SHEFFIELD.
 BP0005'ABOUT 24.75 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST  OFFICE AT
 BP0005'SHEFFIELD, 68 FEET SOUTH OF THE CORNER LINE OF THE HIGHWAY, ABOUT 0.15
 BP0005'MILE WEST OF A POWER LINE CROSSING OVER THE HIGHWAY, 0.15 MILE WEST OF
 BP0005'TWO OIL TANKS, 238 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BP0005'CONCRETE HIGHWAY BRIDGE, 14 FEET SOUTH OF THE SOUTH HIGHWAY RIGHT OF
 BP0005'WAY FENCE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND IN THE
 BP0005'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0551 ***********************************************************************
 CU0551  DESIGNATION -  F 1060
 CU0551  PID         -  CU0551
 CU0551  STATE/COUNTY-  TX/MITCHELL
 CU0551  USGS QUAD   -  IATAN (1978)
 CU0551
 CU0551                         *CURRENT SURVEY CONTROL
 CU0551  ___________________________________________________________________
 CU0551* NAD 83(1986)-  32 19 50.     (N)    101 09 46.     (W)     SCALED    
 CU0551* NAVD 88     -       671.276  (meters)    2202.34   (feet)  ADJUSTED  
 CU0551  ___________________________________________________________________
 CU0551  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CU0551  DYNAMIC HT  -         670.371 (meters)    2199.38  (feet)  COMP
 CU0551  MODELED GRAV-     979,269.0   (mgal)                       NAVD 88
 CU0551
 CU0551  VERT ORDER  -  FIRST     CLASS II
 CU0551
 CU0551.The horizontal coordinates were scaled from a topographic map and have
 CU0551.an estimated accuracy of +/- 6 seconds.
 CU0551
 CU0551.The orthometric height was determined by differential leveling
 CU0551.and adjusted by the National Geodetic Survey in June 1991..
 CU0551
 CU0551.The geoid height was determined by GEOID03.
 CU0551
 CU0551.The dynamic height is computed by dividing the NAVD 88
 CU0551.geopotential number by the normal gravity value computed on the
 CU0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0551.degrees latitude (g = 980.6199 gals.).
 CU0551
 CU0551.The modeled gravity was interpolated from observed gravity values.
 CU0551
 CU0551;                    North         East    Units  Estimated Accuracy
 CU0551;SPC TXNC     - 2,076,800.      349,330.      MT  (+/- 180 meters Scaled)
 CU0551
 CU0551                          SUPERSEDED SURVEY CONTROL
 CU0551
 CU0551  NGVD 29 (??/??/92)  671.042  (m)         2201.58   (f) ADJ UNCH    1 2
 CU0551
 CU0551.Superseded values are not recommended for survey control.
 CU0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0551.See file dsdata.txt to determine how the superseded data were derived.
 CU0551
 CU0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA964791(NAD 83)
 CU0551_MARKER: DB = BENCH MARK DISK
 CU0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0551_SP_SET: CULVERT
 CU0551_STAMPING: F 1060 1956
 CU0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0551
 CU0551  HISTORY     - Date     Condition        Report By
 CU0551  HISTORY     - 1956     MONUMENTED       CGS
 CU0551  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0551
 CU0551                          STATION DESCRIPTION
 CU0551
 CU0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0551'8.85 MI NE FROM COAHOMA.
 CU0551'8.85 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0551'STATION AT COAHOMA, 3 POLES SOUTHWEST OF MILEPOST 494, 191 FEET
 CU0551'NORTHWEST OF THE NORTHWEST RAIL, 19 FEET SOUTHEAST OF THE CENTER LINE
 CU0551'OF THE NORTHWEST TRAFFIC LANE OF U.S. HIGHWAY 80, 1.25 MILES SOUTHWEST
 CU0551'OF BENCH MARK U 913, SET IN THE TOP OF THE SOUTHEAST HEADWALL OF A 5
 CU0551'CHANNEL CONCRETE CULVERT UNDER THE NORTHWEST LANE OF THE HIGHWAY.
 CU0551
 CU0551                          STATION RECOVERY (1982)
 CU0551
 CU0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0551'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0039 ***********************************************************************
 CV0039  DESIGNATION -  F 1061
 CV0039  PID         -  CV0039
 CV0039  STATE/COUNTY-  TX/MIDLAND
 CV0039  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0039
 CV0039                         *CURRENT SURVEY CONTROL
 CV0039  ___________________________________________________________________
 CV0039* NAD 83(1986)-  32 01 28.     (N)    102 01 10.     (W)     SCALED    
 CV0039* NAVD 88     -       844.009  (meters)    2769.05   (feet)  POSTED    
 CV0039  ___________________________________________________________________
 CV0039  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CV0039  DYNAMIC HT  -         842.830 (meters)    2765.18  (feet)  COMP
 CV0039  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 CV0039
 CV0039  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CV0039
 CV0039.The horizontal coordinates were scaled from a topographic map and have
 CV0039.an estimated accuracy of +/- 6 seconds.
 CV0039
 CV0039.The orthometric height was determined by differential leveling
 CV0039.and adjusted by the National Geodetic Survey in 1992..
 CV0039.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CV0039.rate of 1.1 thru 2.0 mm/km.
 CV0039
 CV0039.The geoid height was determined by GEOID03.
 CV0039
 CV0039.The dynamic height is computed by dividing the NAVD 88
 CV0039.geopotential number by the normal gravity value computed on the
 CV0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0039.degrees latitude (g = 980.6199 gals.).
 CV0039
 CV0039.The modeled gravity was interpolated from observed gravity values.
 CV0039
 CV0039;                    North         East    Units  Estimated Accuracy
 CV0039;SPC TX C     - 3,262,600.      540,720.      MT  (+/- 180 meters Scaled)
 CV0039
 CV0039                          SUPERSEDED SURVEY CONTROL
 CV0039
 CV0039  NGVD 29 (??/??/92)  843.63   (m)         2767.8    (f) COMPUTED    1 2
 CV0039
 CV0039.Superseded values are not recommended for survey control.
 CV0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0039.See file dsdata.txt to determine how the superseded data were derived.
 CV0039
 CV0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR815470(NAD 83)
 CV0039_MARKER: DB = BENCH MARK DISK
 CV0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0039_STAMPING: F 1061 1956
 CV0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0039+STABILITY: SURFACE MOTION
 CV0039
 CV0039  HISTORY     - Date     Condition        Report By
 CV0039  HISTORY     - 1956     MONUMENTED       CGS
 CV0039  HISTORY     - 1982     MARK NOT FOUND   NGS
 CV0039
 CV0039                          STATION DESCRIPTION
 CV0039
 CV0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CV0039'3.75 MI NE FROM MIDLAND.
 CV0039'3.75 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CV0039'STATION AT MIDLAND, 100 YARDS NORTHWEST OF THE NORTHWEST RAIL OF THE
 CV0039'MAIN TRACK, 110 YARDS NORTHWEST OF A TELEPHONE BOOTH, 134 FEET
 CV0039'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST TRAFFIC LANE OF U.S.
 CV0039'HIGHWAY 80, 67 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD
 CV0039'LEADING NORTHWEST, 35.2 FEET SOUTHWEST OF A FENCE CORNER, 1.8 FEET
 CV0039'SOUTHEAST OF A FENCE, 2.2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 CV0039'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CV0039
 CV0039                          STATION RECOVERY (1982)
 CV0039
 CV0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0203 ***********************************************************************
 CC0203  DESIGNATION -  F 1062
 CC0203  PID         -  CC0203
 CC0203  STATE/COUNTY-  TX/ECTOR
 CC0203  USGS QUAD   -  PENWELL (1981)
 CC0203
 CC0203                         *CURRENT SURVEY CONTROL
 CC0203  ___________________________________________________________________
 CC0203* NAD 83(1986)-  31 44 07.     (N)    102 36 11.     (W)     SCALED    
 CC0203* NAVD 88     -       889.865  (meters)    2919.50   (feet)  ADJUSTED  
 CC0203  ___________________________________________________________________
 CC0203  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CC0203  DYNAMIC HT  -         888.619 (meters)    2915.41  (feet)  COMP
 CC0203  MODELED GRAV-     979,208.7   (mgal)                       NAVD 88
 CC0203
 CC0203  VERT ORDER  -  FIRST     CLASS II
 CC0203
 CC0203.The horizontal coordinates were scaled from a topographic map and have
 CC0203.an estimated accuracy of +/- 6 seconds.
 CC0203
 CC0203.The orthometric height was determined by differential leveling
 CC0203.and adjusted by the National Geodetic Survey in June 1991..
 CC0203
 CC0203.The geoid height was determined by GEOID03.
 CC0203
 CC0203.The dynamic height is computed by dividing the NAVD 88
 CC0203.geopotential number by the normal gravity value computed on the
 CC0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0203.degrees latitude (g = 980.6199 gals.).
 CC0203
 CC0203.The modeled gravity was interpolated from observed gravity values.
 CC0203
 CC0203;                    North         East    Units  Estimated Accuracy
 CC0203;SPC TX C     - 3,231,520.      484,940.      MT  (+/- 180 meters Scaled)
 CC0203
 CC0203                          SUPERSEDED SURVEY CONTROL
 CC0203
 CC0203  NGVD 29 (??/??/92)  889.509  (m)         2918.33   (f) ADJ UNCH    1 2
 CC0203
 CC0203.Superseded values are not recommended for survey control.
 CC0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0203.See file dsdata.txt to determine how the superseded data were derived.
 CC0203
 CC0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR270135(NAD 83)
 CC0203_MARKER: DB = BENCH MARK DISK
 CC0203_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0203_SP_SET: 20 FT
 CC0203_STAMPING: F 1062 1956
 CC0203_MARK LOGO: CGS   
 CC0203_PROJECTION: FLUSH
 CC0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0203_ROD/PIPE-DEPTH: 6.1  meters
 CC0203
 CC0203  HISTORY     - Date     Condition        Report By
 CC0203  HISTORY     - 1956     MONUMENTED       CGS
 CC0203  HISTORY     - 1982     GOOD             NGS
 CC0203  HISTORY     - 20010202 GOOD             USPSQD
 CC0203
 CC0203                          STATION DESCRIPTION
 CC0203
 CC0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0203'16.1 MI SW FROM ODESSA.
 CC0203'16.1 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0203'STATION AT ODESSA, 68 FEET NORTHEAST OF THE 14TH POLE NORTHEAST OF
 CC0203'MILEPOST 590, 68 FEET NORTHEAST OF THE 6TH POLE NORTHEAST OF A ROAD
 CC0203'CROSSING, 42.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 55 FEET NORTHWEST
 CC0203'OF THE CENTER LINE OF OLD U.S. HIGHWAY 80, 2.4 FEET NORTHEAST OF A
 CC0203'WITNESS POST, 15 POLES NORTHEAST OF THE STATION SIGN AT BADGER,
 CC0203'CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS
 CC0203'DRIVEN 20 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH
 CC0203'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 CC0203
 CC0203                          STATION RECOVERY (1982)
 CC0203
 CC0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0203'26.5 KM (16.45 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0203'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 0.6 KM (0.35 MI)
 CC0203'NORTHEAST OF MILEPOST 590, 16.8 METERS (55.1 FT) NORTHWEST OF THE
 CC0203'CENTER OF A PAVED ROAD AND 13.0 METERS (42.7 FT) SOUTHEAST OF THE NEAR
 CC0203'RAIL.
 CC0203'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CC0203'THE MARK IS 1.0 M BELOW THE TRACKS.
 CC0203
 CC0203                          STATION RECOVERY (2001)
 CC0203
 CC0203'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0222 ***********************************************************************
 CC0222  DESIGNATION -  F 1063
 CC0222  PID         -  CC0222
 CC0222  STATE/COUNTY-  TX/WARD
 CC0222  USGS QUAD   -  MONAHANS SE (1968)
 CC0222
 CC0222                         *CURRENT SURVEY CONTROL
 CC0222  ___________________________________________________________________
 CC0222* NAD 83(1986)-  31 36 48.     (N)    102 49 28.     (W)     SCALED    
 CC0222* NAVD 88     -       821.142  (meters)    2694.03   (feet)  ADJUSTED  
 CC0222  ___________________________________________________________________
 CC0222  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CC0222  DYNAMIC HT  -         820.007 (meters)    2690.31  (feet)  COMP
 CC0222  MODELED GRAV-     979,229.6   (mgal)                       NAVD 88
 CC0222
 CC0222  VERT ORDER  -  FIRST     CLASS II
 CC0222
 CC0222.The horizontal coordinates were scaled from a topographic map and have
 CC0222.an estimated accuracy of +/- 6 seconds.
 CC0222
 CC0222.The orthometric height was determined by differential leveling
 CC0222.and adjusted by the National Geodetic Survey in June 1991..
 CC0222
 CC0222.The geoid height was determined by GEOID03.
 CC0222
 CC0222.The dynamic height is computed by dividing the NAVD 88
 CC0222.geopotential number by the normal gravity value computed on the
 CC0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0222.degrees latitude (g = 980.6199 gals.).
 CC0222
 CC0222.The modeled gravity was interpolated from observed gravity values.
 CC0222
 CC0222;                    North         East    Units  Estimated Accuracy
 CC0222;SPC TX C     - 3,218,450.      463,660.      MT  (+/- 180 meters Scaled)
 CC0222
 CC0222                          SUPERSEDED SURVEY CONTROL
 CC0222
 CC0222  NGVD 29 (??/??/92)  820.814  (m)         2692.95   (f) ADJ UNCH    1 2
 CC0222
 CC0222.Superseded values are not recommended for survey control.
 CC0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0222.See file dsdata.txt to determine how the superseded data were derived.
 CC0222
 CC0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ063996(NAD 83)
 CC0222_MARKER: DB = BENCH MARK DISK
 CC0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0222_STAMPING: F 1063 1956
 CC0222_MARK LOGO: CGS   
 CC0222_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0222+STABILITY: SURFACE MOTION
 CC0222
 CC0222  HISTORY     - Date     Condition        Report By
 CC0222  HISTORY     - 1956     MONUMENTED       CGS
 CC0222  HISTORY     - 1982     GOOD             NGS
 CC0222  HISTORY     - 20010202 GOOD             USPSQD
 CC0222
 CC0222                          STATION DESCRIPTION
 CC0222
 CC0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0222'4.1 MI NE FROM MONAHANS.
 CC0222'4.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0222'STATION AT MONAHANS, 74.8 FEET WEST OF THE 8TH POLE SOUTHWEST OF
 CC0222'MILEPOST 605, 25.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 6 FEET WEST
 CC0222'OF THE WEST CORNER OF A HAND CAR SETOFF, 41.5 FEET SOUTHWEST OF A
 CC0222'POWER POLE, 71 FEET SOUTHEAST OF A FENCE, IN LINE WITH A ROW OF POLES,
 CC0222'3.5 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CC0222'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CC0222
 CC0222                          STATION RECOVERY (1982)
 CC0222
 CC0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0222'6.6 KM (4.1 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0222'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 12.8 METERS (42.0
 CC0222'FT) WEST-SOUTHWEST OF A UTILITY POLE, 7.8 METERS (25.6 FT)
 CC0222'NORTH-NORTHWEST OF THE NEAR RAIL AND 7.3 METERS (24.0 FT) NORTHWEST OF
 CC0222'A RAILROAD TELEPHONE BOX.
 CC0222'THE MARK IS 0.2 METERS  WSW FROM A WITNESS POST.
 CC0222'THE MARK IS 0.5 M BELOW THE TRACKS.
 CC0222
 CC0222                          STATION RECOVERY (2001)
 CC0222
 CC0222'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0240 ***********************************************************************
 CC0240  DESIGNATION -  F 1064
 CC0240  PID         -  CC0240
 CC0240  STATE/COUNTY-  TX/WARD
 CC0240  USGS QUAD   -  MONAHANS (1981)
 CC0240
 CC0240                         *CURRENT SURVEY CONTROL
 CC0240  ___________________________________________________________________
 CC0240* NAD 83(1986)-  31 35 22.     (N)    102 53 30.     (W)     SCALED    
 CC0240* NAVD 88     -       797.449  (meters)    2616.30   (feet)  POSTED    
 CC0240  ___________________________________________________________________
 CC0240  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CC0240  DYNAMIC HT  -         796.340 (meters)    2612.66  (feet)  COMP
 CC0240  MODELED GRAV-     979,224.8   (mgal)                       NAVD 88
 CC0240
 CC0240  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CC0240
 CC0240.The horizontal coordinates were scaled from a topographic map and have
 CC0240.an estimated accuracy of +/- 6 seconds.
 CC0240
 CC0240.The orthometric height was determined by differential leveling
 CC0240.and adjusted by the National Geodetic Survey in 1992..
 CC0240.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CC0240.rate of 4.1 thru 8.0 mm/km.
 CC0240
 CC0240.The geoid height was determined by GEOID03.
 CC0240
 CC0240.The dynamic height is computed by dividing the NAVD 88
 CC0240.geopotential number by the normal gravity value computed on the
 CC0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0240.degrees latitude (g = 980.6199 gals.).
 CC0240
 CC0240.The modeled gravity was interpolated from observed gravity values.
 CC0240
 CC0240;                    North         East    Units  Estimated Accuracy
 CC0240;SPC TX C     - 3,215,950.      457,220.      MT  (+/- 180 meters Scaled)
 CC0240
 CC0240                          SUPERSEDED SURVEY CONTROL
 CC0240
 CC0240  NGVD 29 (??/??/92)  797.116  (m)         2615.20   (f) ADJ UNCH    1 2
 CC0240
 CC0240.Superseded values are not recommended for survey control.
 CC0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0240.See file dsdata.txt to determine how the superseded data were derived.
 CC0240
 CC0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ000968(NAD 83)
 CC0240_MARKER: DB = BENCH MARK DISK
 CC0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0240_SP_SET: BUILDING
 CC0240_STAMPING: F 1064 1956
 CC0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0240
 CC0240  HISTORY     - Date     Condition        Report By
 CC0240  HISTORY     - 1956     MONUMENTED       CGS
 CC0240  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0240
 CC0240                          STATION DESCRIPTION
 CC0240
 CC0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0240'IN MONAHANS.
 CC0240'AT MONAHANS, AT THE NORTHWEST CORNER OF THE INTERSECTION OF MAIN
 CC0240'AVENUE AND 6TH STREET, 3.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 CC0240'GRADE SCHOOL, 1.8 FEET ABOVE THE GROUND, SET VERTICALLY IN THE EAST
 CC0240'BRICK WALL OF THE SCHOOL BUILDING.
 CC0240
 CC0240                          STATION RECOVERY (1981)
 CC0240
 CC0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0240'NOTE=THERE IS NOW A NEW CHURCH AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0306 ***********************************************************************
 CC0306  DESIGNATION -  F 1065
 CC0306  PID         -  CC0306
 CC0306  STATE/COUNTY-  TX/WARD
 CC0306  USGS QUAD   -  CHINA LAKE (1981)
 CC0306
 CC0306                         *CURRENT SURVEY CONTROL
 CC0306  ___________________________________________________________________
 CC0306* NAD 83(1986)-  31 29 55.     (N)    103 14 39.     (W)     SCALED    
 CC0306* NAVD 88     -       810.273  (meters)    2658.37   (feet)  ADJUSTED  
 CC0306  ___________________________________________________________________
 CC0306  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CC0306  DYNAMIC HT  -         809.101 (meters)    2654.53  (feet)  COMP
 CC0306  MODELED GRAV-     979,166.5   (mgal)                       NAVD 88
 CC0306
 CC0306  VERT ORDER  -  FIRST     CLASS II
 CC0306
 CC0306.The horizontal coordinates were scaled from a topographic map and have
 CC0306.an estimated accuracy of +/- 6 seconds.
 CC0306
 CC0306.The orthometric height was determined by differential leveling
 CC0306.and adjusted by the National Geodetic Survey in June 1991..
 CC0306
 CC0306.The geoid height was determined by GEOID03.
 CC0306
 CC0306.The dynamic height is computed by dividing the NAVD 88
 CC0306.geopotential number by the normal gravity value computed on the
 CC0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0306.degrees latitude (g = 980.6199 gals.).
 CC0306
 CC0306.The modeled gravity was interpolated from observed gravity values.
 CC0306
 CC0306;                    North         East    Units  Estimated Accuracy
 CC0306;SPC TX C     - 3,206,700.      423,510.      MT  (+/- 180 meters Scaled)
 CC0306
 CC0306                          SUPERSEDED SURVEY CONTROL
 CC0306
 CC0306  NGVD 29 (??/??/92)  809.945  (m)         2657.29   (f) ADJ UNCH    1 2
 CC0306
 CC0306.Superseded values are not recommended for survey control.
 CC0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0306.See file dsdata.txt to determine how the superseded data were derived.
 CC0306
 CC0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ667861(NAD 83)
 CC0306_MARKER: DB = BENCH MARK DISK
 CC0306_SETTING: 66 = SET IN ROCK OUTCROP
 CC0306_SP_SET: OUTCROP
 CC0306_STAMPING: F 1065 1956
 CC0306_MARK LOGO: CGS   
 CC0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0306+STABILITY: POSITION/ELEVATION WELL
 CC0306
 CC0306  HISTORY     - Date     Condition        Report By
 CC0306  HISTORY     - 1956     MONUMENTED       CGS
 CC0306  HISTORY     - 1981     GOOD             NGS
 CC0306
 CC0306                          STATION DESCRIPTION
 CC0306
 CC0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0306'7.2 MI SW FROM PYOTE.
 CC0306'7.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0306'STATION AT PYOTE, 73.3 FEET SOUTHWEST OF THE 4TH POLE SOUTHWEST OF
 CC0306'MILEPOST 631, 30.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 108 FEET
 CC0306'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 4.3 FEET SOUTHEAST OF
 CC0306'A WITNESS POST, 8 FEET BELOW THE TOP OF THE RAILS, FLUSH WITH THE
 CC0306'GROUND, SET IN THE TOP OF A ROCK OUTCROP.
 CC0306
 CC0306                          STATION RECOVERY (1981)
 CC0306
 CC0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0306'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0306'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 27.1 KM (16.85 MI) NORTHEAST
 CC0306'ALONG THE MISSOURI PACIFIC RAILROAD, 0.3 KM (0.2 MI) SOUTHWEST OF
 CC0306'THE EXIT 58 OVERPASS, 0.2 KM (0.15 MI) SOUTHWEST OF MILE POST 631, IN
 CC0306'THE TOP CENTER OF EXPOSED ROCK OUTCROP, 24.1 METERS (79.0 FT)
 CC0306'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 80, 9.5 METERS
 CC0306'(31.0 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL, AND 2.4 METERS (8.0 FT)
 CC0306'BELOW THE TRACKS.
 CC0306'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CC0306'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0311 ***********************************************************************
 CC0311  DESIGNATION -  F 1066
 CC0311  PID         -  CC0311
 CC0311  STATE/COUNTY-  TX/WARD
 CC0311  USGS QUAD   -  QUITO DRAW (1981)
 CC0311
 CC0311                         *CURRENT SURVEY CONTROL
 CC0311  ___________________________________________________________________
 CC0311* NAD 83(1986)-  31 29 04.     (N)    103 17 47.     (W)     SCALED    
 CC0311* NAVD 88     -       824.799  (meters)    2706.03   (feet)  ADJUSTED  
 CC0311  ___________________________________________________________________
 CC0311  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CC0311  DYNAMIC HT  -         823.601 (meters)    2702.10  (feet)  COMP
 CC0311  MODELED GRAV-     979,160.6   (mgal)                       NAVD 88
 CC0311
 CC0311  VERT ORDER  -  FIRST     CLASS II
 CC0311
 CC0311.The horizontal coordinates were scaled from a topographic map and have
 CC0311.an estimated accuracy of +/- 6 seconds.
 CC0311
 CC0311.The orthometric height was determined by differential leveling
 CC0311.and adjusted by the National Geodetic Survey in June 1991..
 CC0311
 CC0311.The geoid height was determined by GEOID03.
 CC0311
 CC0311.The dynamic height is computed by dividing the NAVD 88
 CC0311.geopotential number by the normal gravity value computed on the
 CC0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0311.degrees latitude (g = 980.6199 gals.).
 CC0311
 CC0311.The modeled gravity was interpolated from observed gravity values.
 CC0311
 CC0311;                    North         East    Units  Estimated Accuracy
 CC0311;SPC TX C     - 3,205,260.      418,510.      MT  (+/- 180 meters Scaled)
 CC0311
 CC0311                          SUPERSEDED SURVEY CONTROL
 CC0311
 CC0311  NGVD 29 (??/??/92)  824.455  (m)         2704.90   (f) ADJ UNCH    1 2
 CC0311
 CC0311.Superseded values are not recommended for survey control.
 CC0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0311.See file dsdata.txt to determine how the superseded data were derived.
 CC0311
 CC0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ618845(NAD 83)
 CC0311_MARKER: DB = BENCH MARK DISK
 CC0311_SETTING: 66 = SET IN ROCK OUTCROP
 CC0311_SP_SET: ROCK LEDGE
 CC0311_STAMPING: F 1066 1956
 CC0311_MARK LOGO: CGS   
 CC0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0311+STABILITY: POSITION/ELEVATION WELL
 CC0311
 CC0311  HISTORY     - Date     Condition        Report By
 CC0311  HISTORY     - 1956     MONUMENTED       CGS
 CC0311  HISTORY     - 1981     GOOD             NGS
 CC0311
 CC0311                          STATION DESCRIPTION
 CC0311
 CC0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0311'6.0 MI NE FROM BARSTOW.
 CC0311'6.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0311'STATION AT BARSTOW, 13 1/2 POLES SOUTHWEST OF MILEPOST 634, 9.7 FEET
 CC0311'NORTHEAST OF THE NORTHEAST RAIL, 4 RAILS SOUTHWEST OF THE NORTHEAST
 CC0311'END OF A CUT, 38.6 FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF A ROCK
 CC0311'LEDGE.
 CC0311
 CC0311                          STATION RECOVERY (1981)
 CC0311
 CC0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0311'2.4 KM  (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 CC0311'WITH INTERSTATE HIGHWAY 20 IN PECOS, THENCE 21.9 KM (13.6 MI)
 CC0311'NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD, 0.3 KM (0.2 MI)
 CC0311'SOUTHWEST OF SEMAPHORE NUMBER 6342, 4 RAILS SOUTHWEST OF THE
 CC0311'NORTHEAST END OF A CUT, IN THE TOP OF A ROCK LEDGE, 8.2 METERS
 CC0311'(27.0 FT) SOUTH OF A UTILITY POLE, AND 3.0 METERS (9.7 FT)
 CC0311'NORTH-NORTHWEST OF THE NEAR RAIL.
 CC0311'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CC0311'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0436 ***********************************************************************
 CC0436  DESIGNATION -  F 1067
 CC0436  PID         -  CC0436
 CC0436  STATE/COUNTY-  TX/REEVES
 CC0436  USGS QUAD   -  WORSHAM (1971)
 CC0436
 CC0436                         *CURRENT SURVEY CONTROL
 CC0436  ___________________________________________________________________
 CC0436* NAD 83(1986)-  31 16 19.     (N)    103 33 27.     (W)     SCALED    
 CC0436* NAVD 88     -       808.931  (meters)    2653.97   (feet)  POSTED    
 CC0436  ___________________________________________________________________
 CC0436  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CC0436  DYNAMIC HT  -         807.750 (meters)    2650.09  (feet)  COMP
 CC0436  MODELED GRAV-     979,153.8   (mgal)                       NAVD 88
 CC0436
 CC0436  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0436
 CC0436.The horizontal coordinates were scaled from a topographic map and have
 CC0436.an estimated accuracy of +/- 6 seconds.
 CC0436
 CC0436.The orthometric height was determined by differential leveling
 CC0436.and adjusted by the National Geodetic Survey in 1992..
 CC0436.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0436.rate of 1.1 thru 2.0 mm/km.
 CC0436
 CC0436.The geoid height was determined by GEOID03.
 CC0436
 CC0436.The dynamic height is computed by dividing the NAVD 88
 CC0436.geopotential number by the normal gravity value computed on the
 CC0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0436.degrees latitude (g = 980.6199 gals.).
 CC0436
 CC0436.The modeled gravity was interpolated from observed gravity values.
 CC0436
 CC0436;                    North         East    Units  Estimated Accuracy
 CC0436;SPC TX C     - 3,182,400.      393,030.      MT  (+/- 180 meters Scaled)
 CC0436
 CC0436                          SUPERSEDED SURVEY CONTROL
 CC0436
 CC0436  NGVD 29 (??/??/92)  808.803  (m)         2653.55   (f) ADJ UNCH    1 2
 CC0436
 CC0436.Superseded values are not recommended for survey control.
 CC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0436.See file dsdata.txt to determine how the superseded data were derived.
 CC0436
 CC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ373606(NAD 83)
 CC0436_MARKER: DB = BENCH MARK DISK
 CC0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0436_STAMPING: F 1067 1956
 CC0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0436+STABILITY: SURFACE MOTION
 CC0436
 CC0436  HISTORY     - Date     Condition        Report By
 CC0436  HISTORY     - 1956     MONUMENTED       CGS
 CC0436
 CC0436                          STATION DESCRIPTION
 CC0436
 CC0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0436'11.8 MI S FROM PECOS.
 CC0436'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0436'THENCE 10.2 MILES SOUTH ALONG STATE HIGHWAY 17, 146 FEET WEST OF THE
 CC0436'CENTER LINE OF THE HIGHWAY, 43.2 FEET WEST OF THE WEST RAIL OF THE
 CC0436'PECOS VALLEY SOUTHERN RAILROAD, 88 FEET NORTH OF THE CENTER LINE OF A
 CC0436'ROAD LEADING WEST, 101.8 FEET NORTHWEST OF THE STATION SIGN AT VALLEY
 CC0436'FARMS, 47.4 FEET SOUTHWEST OF A SWITCH STAND, 2 FEET EAST OF A FENCE,
 CC0436'2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CC0436'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0079 ***********************************************************************
 CD0079  DESIGNATION -  F 1068
 CD0079  PID         -  CD0079
 CD0079  STATE/COUNTY-  TX/REEVES
 CD0079  USGS QUAD   -  SAN MARTINE (1970)
 CD0079
 CD0079                         *CURRENT SURVEY CONTROL
 CD0079  ___________________________________________________________________
 CD0079* NAD 83(1986)-  31 09 49.     (N)    104 01 11.     (W)     SCALED    
 CD0079* NAVD 88     -      1095.119  (meters)    3592.90   (feet)  ADJUSTED  
 CD0079  ___________________________________________________________________
 CD0079  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0079  DYNAMIC HT  -        1093.473 (meters)    3587.50  (feet)  COMP
 CD0079  MODELED GRAV-     979,099.3   (mgal)                       NAVD 88
 CD0079
 CD0079  VERT ORDER  -  FIRST     CLASS II
 CD0079
 CD0079.The horizontal coordinates were scaled from a topographic map and have
 CD0079.an estimated accuracy of +/- 6 seconds.
 CD0079
 CD0079.The orthometric height was determined by differential leveling
 CD0079.and adjusted by the National Geodetic Survey in June 1991..
 CD0079
 CD0079.The geoid height was determined by GEOID03.
 CD0079
 CD0079.The dynamic height is computed by dividing the NAVD 88
 CD0079.geopotential number by the normal gravity value computed on the
 CD0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0079.degrees latitude (g = 980.6199 gals.).
 CD0079
 CD0079.The modeled gravity was interpolated from observed gravity values.
 CD0079
 CD0079;                    North         East    Units  Estimated Accuracy
 CD0079;SPC TX C     - 3,171,770.      348,640.      MT  (+/- 180 meters Scaled)
 CD0079
 CD0079                          SUPERSEDED SURVEY CONTROL
 CD0079
 CD0079  NGVD 29 (??/??/92) 1094.712  (m)         3591.57   (f) ADJ UNCH    1 2
 CD0079
 CD0079.Superseded values are not recommended for survey control.
 CD0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0079.See file dsdata.txt to determine how the superseded data were derived.
 CD0079
 CD0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ934481(NAD 83)
 CD0079_MARKER: DB = BENCH MARK DISK
 CD0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0079_STAMPING: F 1068 1956
 CD0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0079+STABILITY: SURFACE MOTION
 CD0079
 CD0079  HISTORY     - Date     Condition        Report By
 CD0079  HISTORY     - 1956     MONUMENTED       CGS
 CD0079
 CD0079                          STATION DESCRIPTION
 CD0079
 CD0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0079'3.6 MI E FROM SAN MARTINE.
 CD0079'3.6 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0079'FOREMANS HOUSE AT SAN MARTINE, 44.5 FEET SOUTHEAST OF THE SOUTHEAST
 CD0079'RAIL, 10.8 FEET SOUTHEAST OF THE 4TH POLE SOUTHWEST OF MILEPOST 683,
 CD0079'2.8 FEET NORTHWEST OF A FENCE, 2.5 FEET NORTHEAST OF A WITNESS POST,
 CD0079'1.1 MILES SOUTHWEST OF BENCH MARK E 1068, SET IN THE TOP OF A CONCRETE
 CD0079'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0112 ***********************************************************************
 CD0112  DESIGNATION -  F 1069
 CD0112  PID         -  CD0112
 CD0112  STATE/COUNTY-  TX/CULBERSON
 CD0112  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0112
 CD0112                         *CURRENT SURVEY CONTROL
 CD0112  ___________________________________________________________________
 CD0112* NAD 83(1986)-  31 04 09.     (N)    104 19 32.     (W)     SCALED    
 CD0112* NAVD 88     -      1325.390  (meters)    4348.38   (feet)  ADJUSTED  
 CD0112  ___________________________________________________________________
 CD0112  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 CD0112  DYNAMIC HT  -        1323.317 (meters)    4341.58  (feet)  COMP
 CD0112  MODELED GRAV-     979,029.8   (mgal)                       NAVD 88
 CD0112
 CD0112  VERT ORDER  -  FIRST     CLASS II
 CD0112
 CD0112.The horizontal coordinates were scaled from a topographic map and have
 CD0112.an estimated accuracy of +/- 6 seconds.
 CD0112
 CD0112.The orthometric height was determined by differential leveling
 CD0112.and adjusted by the National Geodetic Survey in June 1991..
 CD0112
 CD0112.The geoid height was determined by GEOID03.
 CD0112
 CD0112.The dynamic height is computed by dividing the NAVD 88
 CD0112.geopotential number by the normal gravity value computed on the
 CD0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0112.degrees latitude (g = 980.6199 gals.).
 CD0112
 CD0112.The modeled gravity was interpolated from observed gravity values.
 CD0112
 CD0112;                    North         East    Units  Estimated Accuracy
 CD0112;SPC TX C     - 3,162,310.      319,130.      MT  (+/- 180 meters Scaled)
 CD0112
 CD0112                          SUPERSEDED SURVEY CONTROL
 CD0112
 CD0112  NGVD 29 (??/??/92) 1324.872  (m)         4346.68   (f) ADJ UNCH    1 2
 CD0112
 CD0112.Superseded values are not recommended for survey control.
 CD0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0112.See file dsdata.txt to determine how the superseded data were derived.
 CD0112
 CD0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ643374(NAD 83)
 CD0112_MARKER: DB = BENCH MARK DISK
 CD0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0112_STAMPING: F 1069 1956
 CD0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0112+STABILITY: SURFACE MOTION
 CD0112
 CD0112  HISTORY     - Date     Condition        Report By
 CD0112  HISTORY     - 1956     MONUMENTED       CGS
 CD0112
 CD0112                          STATION DESCRIPTION
 CD0112
 CD0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0112'3.8 MI E FROM BORACHO.
 CD0112'3.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0112'FOREMANS HOUSE AT BORACHO, 99 FEET SOUTHOF THE SOUTH RAIL, 10.5 FEET
 CD0112'SOUTH OF MILEPOST 705, 24 FEET NORTH OF A FENCE, 2.2 FEET SOUTHWEST OF
 CD0112'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CD0112'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0182 ***********************************************************************
 CC0182  DESIGNATION -  F 107
 CC0182  PID         -  CC0182
 CC0182  STATE/COUNTY-  TX/PECOS
 CC0182  USGS QUAD   -  DIAMOND Y SPRING (1974)
 CC0182
 CC0182                         *CURRENT SURVEY CONTROL
 CC0182  ___________________________________________________________________
 CC0182* NAD 83(1986)-  31 06 32.     (N)    102 53 29.     (W)     SCALED    
 CC0182* NAVD 88     -       815.084  (meters)    2674.15   (feet)  ADJUSTED  
 CC0182  ___________________________________________________________________
 CC0182  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 CC0182  DYNAMIC HT  -         813.897 (meters)    2670.26  (feet)  COMP
 CC0182  MODELED GRAV-     979,158.0   (mgal)                       NAVD 88
 CC0182
 CC0182  VERT ORDER  -  FIRST     CLASS II
 CC0182
 CC0182.The horizontal coordinates were scaled from a topographic map and have
 CC0182.an estimated accuracy of +/- 6 seconds.
 CC0182
 CC0182.The orthometric height was determined by differential leveling
 CC0182.and adjusted by the National Geodetic Survey in June 1991..
 CC0182
 CC0182.The geoid height was determined by GEOID03.
 CC0182
 CC0182.The dynamic height is computed by dividing the NAVD 88
 CC0182.geopotential number by the normal gravity value computed on the
 CC0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0182.degrees latitude (g = 980.6199 gals.).
 CC0182
 CC0182.The modeled gravity was interpolated from observed gravity values.
 CC0182
 CC0182;                    North         East    Units  Estimated Accuracy
 CC0182;SPC TX C     - 3,162,680.      456,020.      MT  (+/- 180 meters Scaled)
 CC0182
 CC0182                          SUPERSEDED SURVEY CONTROL
 CC0182
 CC0182  NGVD 29 (??/??/92)  814.771  (m)         2673.13   (f) ADJ UNCH    1 2
 CC0182
 CC0182.Superseded values are not recommended for survey control.
 CC0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0182.See file dsdata.txt to determine how the superseded data were derived.
 CC0182
 CC0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ010435(NAD 83)
 CC0182_MARKER: DB = BENCH MARK DISK
 CC0182_SETTING: 66 = SET IN ROCK OUTCROP
 CC0182_SP_SET: OUTCROP
 CC0182_STAMPING: F 107 1933 2673.128
 CC0182_MARK LOGO: CGS   
 CC0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0182+STABILITY: POSITION/ELEVATION WELL
 CC0182
 CC0182  HISTORY     - Date     Condition        Report By
 CC0182  HISTORY     - 1933     MONUMENTED       CGS
 CC0182  HISTORY     - 1958     GOOD             NGS
 CC0182  HISTORY     - 1981     GOOD             NGS
 CC0182
 CC0182                          STATION DESCRIPTION
 CC0182
 CC0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0182'14.15 MI N FROM FORT STOCKTON.
 CC0182'ABOUT 0.4 MILE WEST ALONG U. S. HIGHWAYS 290, 285 AND 67 FROM THE
 CC0182'PANHANDLE AND SANTA FE RAILROAD STATION AT FORT STOCKTON, THENCE 13.75
 CC0182'MILES NORTH ALONG STATE HIGHWAY 82, ABOUT 16.75 MILES SOUTH OF THE
 CC0182'FIRST BAPTIST CHURCH AT GRANDFALLS, IN THE TOP OF A FLAT ROCK OUTCROP,
 CC0182'108 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ON THE NORTH RIM OF A
 CC0182'SLIGHT HILL, ABOUT 0.6 MILE NORTH OF A GRADED ROAD LEADING EAST, ABOUT
 CC0182'0.2 MILE NORTH OF A PRIVATE ROAD LEADING WEST, ABOUT 188 YARDS
 CC0182'NORTHWEST OF A LARGE STEEL TANK, 47 FEET EAST OF THE EAST RIGHT OF WAY
 CC0182'FENCE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 CC0182
 CC0182                          STATION RECOVERY (1981)
 CC0182
 CC0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0182'23.8 KM (14.8 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0182'WITH U. S. HIGHWAYS 290, 285 AND 67 IN FORT STOCKTON, 0.2 KM (0.1 MI)
 CC0182'NORTH OF A GRAVELED CROSSROAD, IN THE CENTER OF A 6 BY 100 FT
 CC0182'EXPOSED AREA OF OUTCROPPING BEDROCK, 32.9 METERS (108.0 FT) EAST
 CC0182'OF THE CENTERLINE OF THE HIGHWAY, 30.3 METERS (99.5 FT) SOUTHEAST
 CC0182'OF A UTILITY POLE AND 14.3 METERS (47.0 FT) EAST OF A FENCE.
 CC0182'THE MARK IS 6.6 METERS  E FROM A WITNESS POST.
 CC0182'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0526 ***********************************************************************
 CD0526  DESIGNATION -  F 1071
 CD0526  PID         -  CD0526
 CD0526  STATE/COUNTY-  TX/HUDSPETH
 CD0526  USGS QUAD   -  ALLAMOORE (1964)
 CD0526
 CD0526                         *CURRENT SURVEY CONTROL
 CD0526  ___________________________________________________________________
 CD0526* NAD 83(1986)-  31 05 06.     (N)    105 02 02.     (W)     SCALED    
 CD0526* NAVD 88     -      1368.089  (meters)    4488.47   (feet)  ADJUSTED  
 CD0526  ___________________________________________________________________
 CD0526  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 CD0526  DYNAMIC HT  -        1365.917 (meters)    4481.35  (feet)  COMP
 CD0526  MODELED GRAV-     979,005.2   (mgal)                       NAVD 88
 CD0526
 CD0526  VERT ORDER  -  FIRST     CLASS II
 CD0526
 CD0526.The horizontal coordinates were scaled from a topographic map and have
 CD0526.an estimated accuracy of +/- 6 seconds.
 CD0526
 CD0526.The orthometric height was determined by differential leveling
 CD0526.and adjusted by the National Geodetic Survey in June 1991..
 CD0526
 CD0526.The geoid height was determined by GEOID03.
 CD0526
 CD0526.The dynamic height is computed by dividing the NAVD 88
 CD0526.geopotential number by the normal gravity value computed on the
 CD0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0526.degrees latitude (g = 980.6199 gals.).
 CD0526
 CD0526.The modeled gravity was interpolated from observed gravity values.
 CD0526
 CD0526;                    North         East    Units  Estimated Accuracy
 CD0526;SPC TX C     - 3,166,700.      251,660.      MT  (+/- 180 meters Scaled)
 CD0526
 CD0526                          SUPERSEDED SURVEY CONTROL
 CD0526
 CD0526  NGVD 29 (??/??/92) 1367.523  (m)         4486.61   (f) ADJ UNCH    1 2
 CD0526
 CD0526.Superseded values are not recommended for survey control.
 CD0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0526.See file dsdata.txt to determine how the superseded data were derived.
 CD0526
 CD0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ967390(NAD 83)
 CD0526_MARKER: DB = BENCH MARK DISK
 CD0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0526_SP_SET: CULVERT
 CD0526_STAMPING: F 1071 1956
 CD0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0526
 CD0526  HISTORY     - Date     Condition        Report By
 CD0526  HISTORY     - 1956     MONUMENTED       CGS
 CD0526  HISTORY     - 1981     GOOD             NGS
 CD0526
 CD0526                          STATION DESCRIPTION
 CD0526
 CD0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0526'1.85 MI W FROM ALLAMORE.
 CD0526'1.85 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0526'FOREMANS HOUSE AT ALLAMORE, 78 FEET SOUTH OF THE SOUTH SIDE OF TRESTLE
 CD0526'748.3, 82 FEET SOUTH OF THE SOUTH RAIL, 15.5 FEET NORTH OF THE CENTER
 CD0526'LINE OF OLD U.S. HIGHWAY 80, SET IN THE TOP OF THE CENTER OF THE NORTH
 CD0526'HEADWALL OF A CONCRETE CULVERT UNDER THE OLD HIGHWAY.
 CD0526
 CD0526                          STATION RECOVERY (1981)
 CD0526
 CD0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0526'17.4 KM (10.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0526'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.35 MI)
 CD0526'NORTH ALONG A PAVED ROAD TURNING TO GRAVELED, THENCE 3.1 KM (1.9 MI)
 CD0526'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, 0.5 KM (0.3 MI)
 CD0526'NORTHWEST OF MILEPOST 748, AT RAILROAD TRESSEL NUMBER 748.3, IN THE
 CD0526'TOP CENTER OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER OLD
 CD0526'U.S. HIGHWAY 80, 25.0 METERS (82.0 FT) SOUTH OF THE NEAR RAIL AND
 CD0526'4.7 METERS (15.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0045 ***********************************************************************
 CE0045  DESIGNATION -  F 1072
 CE0045  PID         -  CE0045
 CE0045  STATE/COUNTY-  TX/EL PASO
 CE0045  USGS QUAD   -  EL PASO (1997)
 CE0045
 CE0045                         *CURRENT SURVEY CONTROL
 CE0045  ___________________________________________________________________
 CE0045* NAD 83(1986)-  31 46 30.     (N)    106 26 48.     (W)     SCALED    
 CE0045* NAVD 88     -      1128.946  (meters)    3703.88   (feet)  ADJUSTED  
 CE0045  ___________________________________________________________________
 CE0045  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CE0045  DYNAMIC HT  -        1127.233 (meters)    3698.26  (feet)  COMP
 CE0045  MODELED GRAV-     979,084.4   (mgal)                       NAVD 88
 CE0045
 CE0045  VERT ORDER  -  FIRST     CLASS I
 CE0045
 CE0045.The horizontal coordinates were scaled from a topographic map and have
 CE0045.an estimated accuracy of +/- 6 seconds.
 CE0045
 CE0045.The orthometric height was determined by differential leveling
 CE0045.and adjusted by the National Geodetic Survey in November 1996..
 CE0045.WARNING-Repeat measurements at this control monument indicate possible
 CE0045.vertical movement.
 CE0045
 CE0045.The geoid height was determined by GEOID03.
 CE0045
 CE0045.The dynamic height is computed by dividing the NAVD 88
 CE0045.geopotential number by the normal gravity value computed on the
 CE0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0045.degrees latitude (g = 980.6199 gals.).
 CE0045
 CE0045.The modeled gravity was interpolated from observed gravity values.
 CE0045
 CE0045;                    North         East    Units  Estimated Accuracy
 CE0045;SPC TX C     - 3,249,640.      121,230.      MT  (+/- 180 meters Scaled)
 CE0045
 CE0045                          SUPERSEDED SURVEY CONTROL
 CE0045
 CE0045  NAVD 88 (06/15/91) 1128.985  (m)         3704.01   (f) UNKNOWN     1 1
 CE0045  NGVD 29 (??/??/92) 1128.506  (m)         3702.44   (f) ADJ UNCH    1 1
 CE0045
 CE0045.Superseded values are not recommended for survey control.
 CE0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0045.See file dsdata.txt to determine how the superseded data were derived.
 CE0045
 CE0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR630164(NAD 83)
 CE0045_MARKER: DB = BENCH MARK DISK
 CE0045_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CE0045_SP_SET: SIGNAL FOOTING
 CE0045_STAMPING: F 1072 1956
 CE0045_MARK LOGO: CGS   
 CE0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0045+STABILITY: SURFACE MOTION
 CE0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0045+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1996
 CE0045
 CE0045  HISTORY     - Date     Condition        Report By
 CE0045  HISTORY     - 1956     MONUMENTED       CGS
 CE0045  HISTORY     - 1981     GOOD             NGS
 CE0045  HISTORY     - 19921123 GOOD             NGS
 CE0045  HISTORY     - 19960206 GOOD             NGS
 CE0045
 CE0045                          STATION DESCRIPTION
 CE0045
 CE0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0045'3.35 MI E FROM EL PASO.
 CE0045'3.35 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0045'STATION AT EL PASO, 0.25 MILE EAST OF THE CROSSING OF NORTH COPIA
 CE0045'STREET, 87 FEET NORTHWEST OF MILEPOST 826, 7.5 FEET NORTH OF THE NORTH
 CE0045'RAIL OF THE MAIN TRACK, 14 FEET SOUTH OF THE SOUTH RAIL OF A SIDE
 CE0045'TRACK, 0.7 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE WEST SIDE OF
 CE0045'AN ABANDONED CONCRETE SEMAPHORE BASE.
 CE0045
 CE0045                          STATION RECOVERY (1981)
 CE0045
 CE0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0045'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CE0045'IN EL PASO, 0.2 KM (0.15 MI) WEST OF THE JUNCTION OF THE SOUTHERN
 CE0045'PACIFIC RAILROAD AND BOONE STREET, IN TOP OF AND 0.5 METER (1.5 FT)
 CE0045'EAST OF THE WEST END OF A CONCRETE FOUNDATION OF AN ABANDONED RAILROAD
 CE0045'SIGNAL, 4.3 METERS (14.0 FT) SOUTH OF THE NEAR RAIL OF A SPUR TRACK
 CE0045'AND 2.3 METERS (7.5 FT) NORTH OF THE NEAR RAIL.
 CE0045
 CE0045                          STATION RECOVERY (1992)
 CE0045
 CE0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0045'0.3 KM (0.20 MI) SOUTHERLY ALONG PIEDRAS STREET FROM THE JUNCTION OF
 CE0045'INTERSTATE HIGHWAY 10 IN EL PASO, THENCE 1.5 KM (0.95 MI) EASTERLY
 CE0045'ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.3 M (1.0 FT)
 CE0045'EAST OF THE WEST END OF THE CONCRETE FOOTING OF A RAILROAD SIGNAL
 CE0045'(SIGNAL REMOVED), 0.2 KM (0.10 MI) WEST OF THE INTERSECTION OF BOONE
 CE0045'STREET, 21.4 M (70.2 FT) WEST OF MILEPOST 826, 2.5 M (8.2 FT) NORTH
 CE0045'OF THE NEAR RAIL, 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE, AND 0.1 M
 CE0045'(0.3 FT) BELOW THE LEVEL OF THE TRACK.
 CE0045
 CE0045                          STATION RECOVERY (1996)
 CE0045
 CE0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CE0045'0.3 KM (0.20 MI) SOUTHERLY ALONG PIEDRAS STREET FROM THE JUNCTION OF
 CE0045'INTERSTATE HIGHWAY 10 IN EL PASO, IN TOP OF AND 0.3 M (1.0 FT) EAST OF
 CE0045'THE WEST END OF A CONCRETE FOOTING FOR A RAILROAD SIGNAL (SIGNAL
 CE0045'REMOVED) , 0.2 KM (0.10 MI) WEST OF THE INTERSECTION OF THE RAILROAD
 CE0045'AND BOONE STREET, 21.4 M (70.2 FT) WEST OF RAILROAD MILEPOST 826, 2.5
 CE0045'M (8.2 FT) NORTH OF THE NEAR RAIL, 0.6 M (2.0 FT) ABOVE THE GROUND
 CE0045'SURFACE, AND 0.1 M (0.3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0011 ***********************************************************************
 CE0011  DESIGNATION -  F 1073
 CE0011  PID         -  CE0011
 CE0011  STATE/COUNTY-  TX/EL PASO
 CE0011  USGS QUAD   -  CLINT (1995)
 CE0011
 CE0011                         *CURRENT SURVEY CONTROL
 CE0011  ___________________________________________________________________
 CE0011* NAD 83(1986)-  31 32 02.     (N)    106 10 39.     (W)     SCALED    
 CE0011* NAVD 88     -      1101.846  (meters)    3614.97   (feet)  ADJUSTED  
 CE0011  ___________________________________________________________________
 CE0011  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0011  DYNAMIC HT  -        1100.153 (meters)    3609.42  (feet)  COMP
 CE0011  MODELED GRAV-     979,066.4   (mgal)                       NAVD 88
 CE0011
 CE0011  VERT ORDER  -  FIRST     CLASS II
 CE0011
 CE0011.The horizontal coordinates were scaled from a topographic map and have
 CE0011.an estimated accuracy of +/- 6 seconds.
 CE0011
 CE0011.The orthometric height was determined by differential leveling
 CE0011.and adjusted by the National Geodetic Survey in June 1991..
 CE0011
 CE0011.The geoid height was determined by GEOID03.
 CE0011
 CE0011.The dynamic height is computed by dividing the NAVD 88
 CE0011.geopotential number by the normal gravity value computed on the
 CE0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0011.degrees latitude (g = 980.6199 gals.).
 CE0011
 CE0011.The modeled gravity was interpolated from observed gravity values.
 CE0011
 CE0011;                    North         East    Units  Estimated Accuracy
 CE0011;SPC TX C     - 3,221,570.      145,290.      MT  (+/- 180 meters Scaled)
 CE0011
 CE0011                          SUPERSEDED SURVEY CONTROL
 CE0011
 CE0011  NGVD 29 (??/??/92) 1101.300  (m)         3613.18   (f) ADJ UNCH    1 2
 CE0011
 CE0011.Superseded values are not recommended for survey control.
 CE0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0011.See file dsdata.txt to determine how the superseded data were derived.
 CE0011
 CE0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ882893(NAD 83)
 CE0011_MARKER: DB = BENCH MARK DISK
 CE0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0011_STAMPING: F 1073 1956
 CE0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0011+STABILITY: SURFACE MOTION
 CE0011
 CE0011  HISTORY     - Date     Condition        Report By
 CE0011  HISTORY     - 1956     MONUMENTED       CGS
 CE0011  HISTORY     - 19920507 MARK NOT FOUND   USGS
 CE0011
 CE0011                          STATION DESCRIPTION
 CE0011
 CE0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0011'2.3 MI NW FROM FABENS.
 CE0011'2.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0011'STATION AT FABENS, 0.5 MILE NORTHWEST OF MILEPOST 802, 41 FEET
 CE0011'SOUTHWEST OF THE SOUTHWEST RAIL, 11.4 FEET SOUTHEAST OF A TELEPHONE
 CE0011'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.2 FEET NORTHEAST OF A
 CE0011'WITNESS POST, 6 FEET BELOW THE TOP OF THE RAILS, 1.0 FOOT ABOVE THE
 CE0011'GROUND, SET IN THE TOP OF A 4 INCH TILE PIPE WHICH IS FILLED WITH
 CE0011'CONCRETE.
 CE0011
 CE0011                          STATION RECOVERY (1992)
 CE0011
 CE0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0842 ***********************************************************************
 AY0842  DESIGNATION -  F 1075
 AY0842  PID         -  AY0842
 AY0842  STATE/COUNTY-  TX/MEDINA
 AY0842  USGS QUAD   -  LYTLE (1982)
 AY0842
 AY0842                         *CURRENT SURVEY CONTROL
 AY0842  ___________________________________________________________________
 AY0842* NAD 83(1986)-  29 12 24.     (N)    098 50 37.     (W)     SCALED    
 AY0842* NAVD 88     -       225.879  (meters)     741.07   (feet)  ADJUSTED  
 AY0842  ___________________________________________________________________
 AY0842  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AY0842  DYNAMIC HT  -         225.555 (meters)     740.01  (feet)  COMP
 AY0842  MODELED GRAV-     979,205.1   (mgal)                       NAVD 88
 AY0842
 AY0842  VERT ORDER  -  FIRST     CLASS II
 AY0842
 AY0842.The horizontal coordinates were scaled from a topographic map and have
 AY0842.an estimated accuracy of +/- 6 seconds.
 AY0842
 AY0842.The orthometric height was determined by differential leveling
 AY0842.and adjusted by the National Geodetic Survey in June 1991..
 AY0842
 AY0842.The geoid height was determined by GEOID03.
 AY0842
 AY0842.The dynamic height is computed by dividing the NAVD 88
 AY0842.geopotential number by the normal gravity value computed on the
 AY0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0842.degrees latitude (g = 980.6199 gals.).
 AY0842
 AY0842.The modeled gravity was interpolated from observed gravity values.
 AY0842
 AY0842;                    North         East    Units  Estimated Accuracy
 AY0842;SPC TXSC     - 4,152,210.      615,210.      MT  (+/- 180 meters Scaled)
 AY0842
 AY0842                          SUPERSEDED SURVEY CONTROL
 AY0842
 AY0842  NGVD 29 (??/??/92)  225.760  (m)          740.68   (f) ADJ UNCH    1 2
 AY0842
 AY0842.Superseded values are not recommended for survey control.
 AY0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0842.See file dsdata.txt to determine how the superseded data were derived.
 AY0842
 AY0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT152308(NAD 83)
 AY0842_MARKER: DB = BENCH MARK DISK
 AY0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0842_STAMPING: F 1075 1956
 AY0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0842+STABILITY: SURFACE MOTION
 AY0842
 AY0842  HISTORY     - Date     Condition        Report By
 AY0842  HISTORY     - 1956     MONUMENTED       CGS
 AY0842  HISTORY     - 1957     GOOD             DOD
 AY0842  HISTORY     - 1987     GOOD             USPSQD
 AY0842  HISTORY     - 19950522 POOR             USPSQD
 AY0842  HISTORY     - 19970917 GOOD             USPSQD
 AY0842  HISTORY     - 20020129 GOOD             USPSQD
 AY0842
 AY0842                          STATION DESCRIPTION
 AY0842
 AY0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0842'1.8 MI NE FROM NATALIA.
 AY0842'1.8 MILES NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0842'RAILROAD FROM THE STATION AT NATALIA, 8 1/2 RAILS SOUTHWEST OF A
 AY0842'PRIVATE ROAD CROSSING, 66 FEET EAST OF THE EAST CORNER OF TRESTLE
 AY0842'285.3, 51 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 35
 AY0842'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 15 FEET SOUTHWEST OF A TELEPHONE
 AY0842'POLE, 4 FEET NORTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST,
 AY0842'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AY0842'GROUND.
 AY0842
 AY0842                          STATION RECOVERY (1957)
 AY0842
 AY0842'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0842'RECOVERED IN GOOD CONDITION.
 AY0842
 AY0842                          STATION RECOVERY (1987)
 AY0842
 AY0842'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY0842'RECOVERED IN GOOD CONDITION.
 AY0842
 AY0842                          STATION RECOVERY (1995)
 AY0842
 AY0842'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0842'MARK RECOVERED IN POOR CONDITION.
 AY0842
 AY0842                          STATION RECOVERY (1997)
 AY0842
 AY0842'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0842'RECOVERED IN GOOD CONDITION.
 AY0842
 AY0842                          STATION RECOVERY (2002)
 AY0842
 AY0842'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0174 ***********************************************************************
 AO0174  DESIGNATION -  F 1076
 AO0174  PID         -  AO0174
 AO0174  STATE/COUNTY-  TX/FRIO
 AO0174  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0174
 AO0174                         *CURRENT SURVEY CONTROL
 AO0174  ___________________________________________________________________
 AO0174* NAD 83(1986)-  28 55 15.     (N)    099 05 18.     (W)     SCALED    
 AO0174* NAVD 88     -       193.453  (meters)     634.69   (feet)  ADJUSTED  
 AO0174  ___________________________________________________________________
 AO0174  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AO0174  DYNAMIC HT  -         193.170 (meters)     633.76  (feet)  COMP
 AO0174  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 AO0174
 AO0174  VERT ORDER  -  FIRST     CLASS II
 AO0174
 AO0174.The horizontal coordinates were scaled from a topographic map and have
 AO0174.an estimated accuracy of +/- 6 seconds.
 AO0174
 AO0174.The orthometric height was determined by differential leveling
 AO0174.and adjusted by the National Geodetic Survey in June 1991..
 AO0174
 AO0174.The geoid height was determined by GEOID03.
 AO0174
 AO0174.The dynamic height is computed by dividing the NAVD 88
 AO0174.geopotential number by the normal gravity value computed on the
 AO0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0174.degrees latitude (g = 980.6199 gals.).
 AO0174
 AO0174.The modeled gravity was interpolated from observed gravity values.
 AO0174
 AO0174;                    North         East    Units  Estimated Accuracy
 AO0174;SPC TXSC     - 4,120,530.      591,390.      MT  (+/- 180 meters Scaled)
 AO0174
 AO0174                          SUPERSEDED SURVEY CONTROL
 AO0174
 AO0174  NGVD 29 (??/??/92)  193.329  (m)          634.28   (f) ADJ UNCH    1 2
 AO0174
 AO0174.Superseded values are not recommended for survey control.
 AO0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0174.See file dsdata.txt to determine how the superseded data were derived.
 AO0174
 AO0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS913992(NAD 83)
 AO0174_MARKER: DB = BENCH MARK DISK
 AO0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0174_STAMPING: F 1076 1956
 AO0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0174+STABILITY: SURFACE MOTION
 AO0174
 AO0174  HISTORY     - Date     Condition        Report By
 AO0174  HISTORY     - 1956     MONUMENTED       CGS
 AO0174  HISTORY     - 19960806 GOOD             USPSQD
 AO0174  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AO0174  HISTORY     - 20030523 MARK NOT FOUND   USPSQD
 AO0174
 AO0174                          STATION DESCRIPTION
 AO0174
 AO0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0174'2.15 MI N FROM PEARSALL.
 AO0174'2.15 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0174'FROM THE STATION AT PEARSALL, AT THE SOUTH END OF A CUT, 5 1/2 RAILS
 AO0174'NORTH OF THE NORTH END OF TRESTLE 310.7, 27 FEET WEST OF THE WEST
 AO0174'RAIL, 41 FEET EAST OF THE CENTER LINE OF OLD U.S. HIGHWAY 81, 1.3 FEET
 AO0174'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0174'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0174
 AO0174                          STATION RECOVERY (1996)
 AO0174
 AO0174'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0174'RECOVERED IN GOOD CONDITION.
 AO0174
 AO0174                          STATION RECOVERY (1998)
 AO0174
 AO0174'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0174'MARK NOT FOUND.
 AO0174
 AO0174                          STATION RECOVERY (2003)
 AO0174
 AO0174'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0215 ***********************************************************************
 AO0215  DESIGNATION -  F 1077
 AO0215  PID         -  AO0215
 AO0215  STATE/COUNTY-  TX/LA SALLE
 AO0215  USGS QUAD   -  MILLETT (1974)
 AO0215
 AO0215                         *CURRENT SURVEY CONTROL
 AO0215  ___________________________________________________________________
 AO0215* NAD 83(1986)-  28 36 56.     (N)    099 11 06.     (W)     SCALED    
 AO0215* NAVD 88     -       154.752  (meters)     507.72   (feet)  ADJUSTED  
 AO0215  ___________________________________________________________________
 AO0215  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AO0215  DYNAMIC HT  -         154.522 (meters)     506.96  (feet)  COMP
 AO0215  MODELED GRAV-     979,156.3   (mgal)                       NAVD 88
 AO0215
 AO0215  VERT ORDER  -  FIRST     CLASS II
 AO0215
 AO0215.The horizontal coordinates were scaled from a topographic map and have
 AO0215.an estimated accuracy of +/- 6 seconds.
 AO0215
 AO0215.The orthometric height was determined by differential leveling
 AO0215.and adjusted by the National Geodetic Survey in June 1991..
 AO0215.WARNING-Repeat measurements at this control monument indicate possible
 AO0215.vertical movement.
 AO0215
 AO0215.The geoid height was determined by GEOID03.
 AO0215
 AO0215.The dynamic height is computed by dividing the NAVD 88
 AO0215.geopotential number by the normal gravity value computed on the
 AO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0215.degrees latitude (g = 980.6199 gals.).
 AO0215
 AO0215.The modeled gravity was interpolated from observed gravity values.
 AO0215
 AO0215;                    North         East    Units  Estimated Accuracy
 AO0215;SPC TXSC     - 4,086,710.      581,910.      MT  (+/- 180 meters Scaled)
 AO0215
 AO0215                          SUPERSEDED SURVEY CONTROL
 AO0215
 AO0215  NGVD 29 (??/??/92)  154.628  (m)          507.31   (f) ADJ UNCH    1 2
 AO0215
 AO0215.Superseded values are not recommended for survey control.
 AO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0215.See file dsdata.txt to determine how the superseded data were derived.
 AO0215
 AO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS819654(NAD 83)
 AO0215_MARKER: DB = BENCH MARK DISK
 AO0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0215_STAMPING: F 1077 1956
 AO0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0215+STABILITY: SURFACE MOTION
 AO0215
 AO0215  HISTORY     - Date     Condition        Report By
 AO0215  HISTORY     - 1956     MONUMENTED       CGS
 AO0215  HISTORY     - 1958     GOOD             NGS
 AO0215
 AO0215                          STATION DESCRIPTION
 AO0215
 AO0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0215'4.0 MI S FROM DILLEY.
 AO0215'4.0 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0215'FROM THE STATION AT DILLEY, 42 FEET WEST OF THE WEST RAIL, 56 FEET
 AO0215'EAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 29.7 FEET SOUTH OF A
 AO0215'TELEPHONE POLE, 5.7 FEET EAST OF A FENCE, 1.6 FEET SOUTH OF A WITNESS
 AO0215'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AO0215'THE GROUND.
 AO0215
 AO0215                          STATION RECOVERY (1958)
 AO0215
 AO0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0272 ***********************************************************************
 AO0272  DESIGNATION -  F 1078
 AO0272  PID         -  AO0272
 AO0272  STATE/COUNTY-  TX/LA SALLE
 AO0272  USGS QUAD   -  ARTESIA WELLS (1982)
 AO0272
 AO0272                         *CURRENT SURVEY CONTROL
 AO0272  ___________________________________________________________________
 AO0272* NAD 83(1986)-  28 20 48.     (N)    099 16 17.     (W)     SCALED    
 AO0272* NAVD 88     -       157.033  (meters)     515.20   (feet)  ADJUSTED  
 AO0272  ___________________________________________________________________
 AO0272  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AO0272  DYNAMIC HT  -         156.795 (meters)     514.42  (feet)  COMP
 AO0272  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AO0272
 AO0272  VERT ORDER  -  FIRST     CLASS II
 AO0272
 AO0272.The horizontal coordinates were scaled from a topographic map and have
 AO0272.an estimated accuracy of +/- 6 seconds.
 AO0272
 AO0272.The orthometric height was determined by differential leveling
 AO0272.and adjusted by the National Geodetic Survey in June 1991..
 AO0272.WARNING-Repeat measurements at this control monument indicate possible
 AO0272.vertical movement.
 AO0272
 AO0272.The geoid height was determined by GEOID03.
 AO0272
 AO0272.The dynamic height is computed by dividing the NAVD 88
 AO0272.geopotential number by the normal gravity value computed on the
 AO0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0272.degrees latitude (g = 980.6199 gals.).
 AO0272
 AO0272.The modeled gravity was interpolated from observed gravity values.
 AO0272
 AO0272;                    North         East    Units  Estimated Accuracy
 AO0272;SPC TXSC     - 4,056,930.      573,390.      MT  (+/- 180 meters Scaled)
 AO0272
 AO0272                          SUPERSEDED SURVEY CONTROL
 AO0272
 AO0272  NGVD 29 (??/??/92)  156.912  (m)          514.80   (f) ADJ UNCH    1 2
 AO0272
 AO0272.Superseded values are not recommended for survey control.
 AO0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0272.See file dsdata.txt to determine how the superseded data were derived.
 AO0272
 AO0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS734356(NAD 83)
 AO0272_MARKER: DB = BENCH MARK DISK
 AO0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0272_STAMPING: F 1078 1956
 AO0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0272+STABILITY: SURFACE MOTION
 AO0272
 AO0272  HISTORY     - Date     Condition        Report By
 AO0272  HISTORY     - 1956     MONUMENTED       CGS
 AO0272  HISTORY     - 1976     MARK NOT FOUND   USGS
 AO0272  HISTORY     - 19971025 GOOD             USPSQD
 AO0272
 AO0272                          STATION DESCRIPTION
 AO0272
 AO0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0272'6.7 MI S FROM COTULLA.
 AO0272'6.7 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0272'FROM THE STATION AT COTULLA, 85 FEET WEST OF MILEPOST 352, 142 FEET
 AO0272'EAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 46 FEET WEST OF THE WEST
 AO0272'RAIL, 23 FEET NORTH OF A TELEPHONE POLE, 1.4 FEET SOUTH OF A WITNESS
 AO0272'POST, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 AO0272'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0272
 AO0272                          STATION RECOVERY (1976)
 AO0272
 AO0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0272'MARK NOT FOUND.
 AO0272
 AO0272                          STATION RECOVERY (1997)
 AO0272
 AO0272'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0301 ***********************************************************************
 AO0301  DESIGNATION -  F 1079
 AO0301  PID         -  AO0301
 AO0301  STATE/COUNTY-  TX/LA SALLE
 AO0301  USGS QUAD   -  ENCINAL (1982)
 AO0301
 AO0301                         *CURRENT SURVEY CONTROL
 AO0301  ___________________________________________________________________
 AO0301* NAD 83(1986)-  28 02 22.     (N)    099 21 19.     (W)     SCALED    
 AO0301* NAVD 88     -       170.188  (meters)     558.36   (feet)  ADJUSTED  
 AO0301  ___________________________________________________________________
 AO0301  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AO0301  DYNAMIC HT  -         169.926 (meters)     557.50  (feet)  COMP
 AO0301  MODELED GRAV-     979,102.6   (mgal)                       NAVD 88
 AO0301
 AO0301  VERT ORDER  -  FIRST     CLASS II
 AO0301
 AO0301.The horizontal coordinates were scaled from a topographic map and have
 AO0301.an estimated accuracy of +/- 6 seconds.
 AO0301
 AO0301.The orthometric height was determined by differential leveling
 AO0301.and adjusted by the National Geodetic Survey in June 1991..
 AO0301
 AO0301.The geoid height was determined by GEOID03.
 AO0301
 AO0301.The dynamic height is computed by dividing the NAVD 88
 AO0301.geopotential number by the normal gravity value computed on the
 AO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0301.degrees latitude (g = 980.6199 gals.).
 AO0301
 AO0301.The modeled gravity was interpolated from observed gravity values.
 AO0301
 AO0301;                    North         East    Units  Estimated Accuracy
 AO0301;SPC TXSC     - 4,022,900.      565,060.      MT  (+/- 180 meters Scaled)
 AO0301
 AO0301                          SUPERSEDED SURVEY CONTROL
 AO0301
 AO0301  NGVD 29 (??/??/92)  170.069  (m)          557.97   (f) ADJ UNCH    1 2
 AO0301
 AO0301.Superseded values are not recommended for survey control.
 AO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0301.See file dsdata.txt to determine how the superseded data were derived.
 AO0301
 AO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS650016(NAD 83)
 AO0301_MARKER: DB = BENCH MARK DISK
 AO0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0301_STAMPING: F 1079 1956
 AO0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0301+STABILITY: SURFACE MOTION
 AO0301
 AO0301  HISTORY     - Date     Condition        Report By
 AO0301  HISTORY     - 1956     MONUMENTED       CGS
 AO0301  HISTORY     - 1976     MARK NOT FOUND   USGS
 AO0301
 AO0301                          STATION DESCRIPTION
 AO0301
 AO0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0301'0.1 MI S FROM ENCINAL.
 AO0301'0.1 MILE SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0301'FROM THE STATION AT ENCINAL, 56 FEET WEST OF THE CENTER LINE OF U.S.
 AO0301'HIGHWAY 81, 39 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 26 FEET
 AO0301'NORTH OF THE CENTER LINE OF A DIRT ROAD, 12.8 FEET SOUTH OF A
 AO0301'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 11 FEET
 AO0301'NORTHWEST OF A POWER POLE, 1.6 FEET EAST OF A WITNESS POST, 3 FEET
 AO0301'ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0301'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0301
 AO0301                          STATION RECOVERY (1976)
 AO0301
 AO0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0182 ***********************************************************************
 BP0182  DESIGNATION -  F 108
 BP0182  PID         -  BP0182
 BP0182  STATE/COUNTY-  TX/PECOS
 BP0182  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0182
 BP0182                         *CURRENT SURVEY CONTROL
 BP0182  ___________________________________________________________________
 BP0182* NAD 83(1986)-  30 35 48.     (N)    102 36 26.     (W)     SCALED    
 BP0182* NAVD 88     -       998.510  (meters)    3275.94   (feet)  ADJUSTED  
 BP0182  ___________________________________________________________________
 BP0182  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 BP0182  DYNAMIC HT  -         996.961 (meters)    3270.86  (feet)  COMP
 BP0182  MODELED GRAV-     979,056.2   (mgal)                       NAVD 88
 BP0182
 BP0182  VERT ORDER  -  FIRST     CLASS II
 BP0182
 BP0182.The horizontal coordinates were scaled from a topographic map and have
 BP0182.an estimated accuracy of +/- 6 seconds.
 BP0182
 BP0182.The orthometric height was determined by differential leveling
 BP0182.and adjusted by the National Geodetic Survey in June 1991..
 BP0182
 BP0182.The geoid height was determined by GEOID03.
 BP0182
 BP0182.The dynamic height is computed by dividing the NAVD 88
 BP0182.geopotential number by the normal gravity value computed on the
 BP0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0182.degrees latitude (g = 980.6199 gals.).
 BP0182
 BP0182.The modeled gravity was interpolated from observed gravity values.
 BP0182
 BP0182;                    North         East    Units  Estimated Accuracy
 BP0182;SPC TX C     - 3,105,320.      481,960.      MT  (+/- 180 meters Scaled)
 BP0182
 BP0182                          SUPERSEDED SURVEY CONTROL
 BP0182
 BP0182  NGVD 29 (??/??/92)  998.222  (m)         3275.00   (f) ADJ UNCH    1 2
 BP0182
 BP0182.Superseded values are not recommended for survey control.
 BP0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0182.See file dsdata.txt to determine how the superseded data were derived.
 BP0182
 BP0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP294873(NAD 83)
 BP0182_MARKER: DB = BENCH MARK DISK
 BP0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0182_STAMPING: F 108 1933 3275.062
 BP0182_MARK LOGO: CGS   
 BP0182_PROJECTION: PROJECTING 10 CENTIMETERS
 BP0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0182+STABILITY: SURFACE MOTION
 BP0182
 BP0182  HISTORY     - Date     Condition        Report By
 BP0182  HISTORY     - 1933     MONUMENTED       CGS
 BP0182  HISTORY     - 1958     GOOD             NGS
 BP0182  HISTORY     - 1981     GOOD             NGS
 BP0182
 BP0182                          STATION DESCRIPTION
 BP0182
 BP0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0182'27.05 MI SE FROM FORT STOCKTON.
 BP0182'ABOUT 27.05 MILES SOUTHEAST ALONG U. S. HIGHWAY 285 FROM THE PANHANDLE
 BP0182'AND SANTA FE RAILWAY STATION AT FORT STOCKTON, 63 FEET NORTHEAST OF
 BP0182'THE CENTER LINE OF THE HIGHWAY, 95 FEET NORTH OF THE CENTER OF THE
 BP0182'INTERSECTION AN ASPHALT ROAD LEADING TO THE MITCHELL PLANT, 56 FEET
 BP0182'NORTHWEST OF THE CENTER LINE OF THE ASPHALT ROAD, 16 FEET NORTHWEST OF
 BP0182'A TELEPHONE POLE, 10 FEET EAST OF A FENCE CORNER, 1 1/2 FEET NORTH OF
 BP0182'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BP0182'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BP0182
 BP0182                          STATION RECOVERY (1981)
 BP0182
 BP0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0182'42.2 KM (26.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0182'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 24.8 METERS (81.4
 BP0182'FT) SOUTHEAST OF A FENCE CORNER, 18.9 METERS (62.0 FT) NORTHEAST OF
 BP0182'THE CENTERLINE OF THE HIGHWAY, 18.9 METERS (62.0 FT) NORTHWEST OF THE
 BP0182'CENTER OF A ROAD LEADING NORTH TO THE NORTHERN NATURAL GAS COMPANYS
 BP0182'MITCHELL PLANT AND 4.7 METERS (15.4 FT) NORTHWEST OF UTILITY POLE
 BP0182'NUMBER 972.
 BP0182'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BP0182'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0606 ***********************************************************************
 AE0606  DESIGNATION -  F 1080
 AE0606  PID         -  AE0606
 AE0606  STATE/COUNTY-  TX/STARR
 AE0606  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0606
 AE0606                         *CURRENT SURVEY CONTROL
 AE0606  ___________________________________________________________________
 AE0606* NAD 83(1986)-  26 22 47.     (N)    098 48 20.     (W)     SCALED    
 AE0606* NAVD 88     -        50.449  (meters)     165.51   (feet)  ADJUSTED  
 AE0606  ___________________________________________________________________
 AE0606  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AE0606  DYNAMIC HT  -          50.366 (meters)     165.24  (feet)  COMP
 AE0606  MODELED GRAV-     978,999.2   (mgal)                       NAVD 88
 AE0606
 AE0606  VERT ORDER  -  FIRST     CLASS II
 AE0606
 AE0606.The horizontal coordinates were scaled from a topographic map and have
 AE0606.an estimated accuracy of +/- 6 seconds.
 AE0606
 AE0606.The orthometric height was determined by differential leveling
 AE0606.and adjusted by the National Geodetic Survey in June 1991..
 AE0606
 AE0606.The geoid height was determined by GEOID03.
 AE0606
 AE0606.The dynamic height is computed by dividing the NAVD 88
 AE0606.geopotential number by the normal gravity value computed on the
 AE0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0606.degrees latitude (g = 980.6199 gals.).
 AE0606
 AE0606.The modeled gravity was interpolated from observed gravity values.
 AE0606
 AE0606;                    North         East    Units  Estimated Accuracy
 AE0606;SPC TX S     - 5,079,040.      269,510.      MT  (+/- 180 meters Scaled)
 AE0606
 AE0606                          SUPERSEDED SURVEY CONTROL
 AE0606
 AE0606  NGVD 29 (??/??/92)   50.502  (m)          165.69   (f) ADJ UNCH    1 2
 AE0606
 AE0606.Superseded values are not recommended for survey control.
 AE0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0606.See file dsdata.txt to determine how the superseded data were derived.
 AE0606
 AE0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ193177(NAD 83)
 AE0606_MARKER: DB = BENCH MARK DISK
 AE0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0606_STAMPING: F 1080 1956
 AE0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0606+STABILITY: SURFACE MOTION
 AE0606
 AE0606  HISTORY     - Date     Condition        Report By
 AE0606  HISTORY     - 1956     MONUMENTED       CGS
 AE0606
 AE0606                          STATION DESCRIPTION
 AE0606
 AE0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0606'0.6 MI E FROM RIO GRANDE CITY.
 AE0606'0.6 MILE EAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO GRANDE
 AE0606'CITY, AT THE FARM SERVICE COMPANY AIRPORT, 0.1 MILE NORTHEAST OF THE
 AE0606'ENTRANCE TO THE AIRPORT, 0.1 MILE EAST OF THE HANGAR, 17 FEET
 AE0606'SOUTHWEST OF A FENCE CORNER, 2.3 FEET NORTHEAST OF A WITNESS POST, 1.5
 AE0606'FEET NORTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AE0606'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1310 ***********************************************************************
 AE1310  DESIGNATION -  F 1081
 AE1310  PID         -  AE1310
 AE1310  STATE/COUNTY-  TX/STARR
 AE1310  USGS QUAD   -  SALINENO (1980)
 AE1310
 AE1310                         *CURRENT SURVEY CONTROL
 AE1310  ___________________________________________________________________
 AE1310* NAD 83(1986)-  26 37 07.     (N)    099 05 23.     (W)     SCALED    
 AE1310* NAVD 88     -       143.063  (meters)     469.37   (feet)  ADJUSTED  
 AE1310  ___________________________________________________________________
 AE1310  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AE1310  DYNAMIC HT  -         142.830 (meters)     468.60  (feet)  COMP
 AE1310  MODELED GRAV-     979,012.8   (mgal)                       NAVD 88
 AE1310
 AE1310  VERT ORDER  -  FIRST     CLASS II
 AE1310
 AE1310.The horizontal coordinates were scaled from a topographic map and have
 AE1310.an estimated accuracy of +/- 6 seconds.
 AE1310
 AE1310.The orthometric height was determined by differential leveling
 AE1310.and adjusted by the National Geodetic Survey in June 1991..
 AE1310.WARNING-Repeat measurements at this control monument indicate possible
 AE1310.vertical movement.
 AE1310
 AE1310.The geoid height was determined by GEOID03.
 AE1310
 AE1310.The dynamic height is computed by dividing the NAVD 88
 AE1310.geopotential number by the normal gravity value computed on the
 AE1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1310.degrees latitude (g = 980.6199 gals.).
 AE1310
 AE1310.The modeled gravity was interpolated from observed gravity values.
 AE1310
 AE1310;                    North         East    Units  Estimated Accuracy
 AE1310;SPC TX S     - 5,105,610.      241,280.      MT  (+/- 180 meters Scaled)
 AE1310
 AE1310                          SUPERSEDED SURVEY CONTROL
 AE1310
 AE1310  NGVD 29 (??/??/92)  143.113  (m)          469.53   (f) ADJ UNCH    1 2
 AE1310
 AE1310.Superseded values are not recommended for survey control.
 AE1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1310.See file dsdata.txt to determine how the superseded data were derived.
 AE1310
 AE1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ910441(NAD 83)
 AE1310_MARKER: DB = BENCH MARK DISK
 AE1310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1310_SP_SET: HEADWALL
 AE1310_STAMPING: F 1081 1956
 AE1310_MARK LOGO: CGS   
 AE1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1310+STABILITY: SURFACE MOTION
 AE1310
 AE1310  HISTORY     - Date     Condition        Report By
 AE1310  HISTORY     - 1956     MONUMENTED       CGS
 AE1310  HISTORY     - 1981     GOOD             NGS
 AE1310
 AE1310                          STATION DESCRIPTION
 AE1310
 AE1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1310'7.9 KM (4.9 MI) NE FROM FALCON HEIGHTS.
 AE1310'NEW DESCRIPTION IS AS FOLLOWS, 4.5 KM (2.8 MI) NORTHEAST
 AE1310'ALONG FARM ROAD 2098 FROM THE POST OFFICE IN FALCON HEIGHTS, THENCE
 AE1310'3.4 KM (2.1 MI) NORTH ALONG U.S. HIGHWAY 83, 0.56 KM (0.35 MI) SOUTH
 AE1310'OF THE STARR AND ZAPATA COUNTY LINE, SET IN TOP OF THE NORTH END OF
 AE1310'THE EAST HEADWALL OF A 92 CM (36 IN) PIPE CULVERT, 8.2 METERS
 AE1310'(27.0 FT) EAST OF CENTERLINE OF HIGHWAY.
 AE1310'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0732 ***********************************************************************
 AJ0732  DESIGNATION -  F 1083
 AJ0732  PID         -  AJ0732
 AJ0732  STATE/COUNTY-  TX/WEBB
 AJ0732  USGS QUAD   -  ORVIL (1980)
 AJ0732
 AJ0732                         *CURRENT SURVEY CONTROL
 AJ0732  ___________________________________________________________________
 AJ0732* NAD 83(1986)-  27 39 55.     (N)    099 28 13.     (W)     SCALED    
 AJ0732* NAVD 88     -       179.205  (meters)     587.94   (feet)  ADJUSTED  
 AJ0732  ___________________________________________________________________
 AJ0732  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AJ0732  DYNAMIC HT  -         178.924 (meters)     587.02  (feet)  COMP
 AJ0732  MODELED GRAV-     979,071.9   (mgal)                       NAVD 88
 AJ0732
 AJ0732  VERT ORDER  -  FIRST     CLASS II
 AJ0732
 AJ0732.The horizontal coordinates were scaled from a topographic map and have
 AJ0732.an estimated accuracy of +/- 6 seconds.
 AJ0732
 AJ0732.The orthometric height was determined by differential leveling
 AJ0732.and adjusted by the National Geodetic Survey in June 1991..
 AJ0732.WARNING-Repeat measurements at this control monument indicate possible
 AJ0732.vertical movement.
 AJ0732
 AJ0732.The geoid height was determined by GEOID03.
 AJ0732
 AJ0732.The dynamic height is computed by dividing the NAVD 88
 AJ0732.geopotential number by the normal gravity value computed on the
 AJ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0732.degrees latitude (g = 980.6199 gals.).
 AJ0732
 AJ0732.The modeled gravity was interpolated from observed gravity values.
 AJ0732
 AJ0732;                    North         East    Units  Estimated Accuracy
 AJ0732;SPC TX S     - 5,221,800.      204,270.      MT  (+/- 180 meters Scaled)
 AJ0732
 AJ0732                          SUPERSEDED SURVEY CONTROL
 AJ0732
 AJ0732  NGVD 29 (??/??/92)  179.213  (m)          587.97   (f) ADJ UNCH    1 2
 AJ0732
 AJ0732.Superseded values are not recommended for survey control.
 AJ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0732.See file dsdata.txt to determine how the superseded data were derived.
 AJ0732
 AJ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR536602(NAD 83)
 AJ0732_MARKER: DB = BENCH MARK DISK
 AJ0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0732_SP_SET: CULVERT
 AJ0732_STAMPING: F 1083 1957
 AJ0732_MARK LOGO: CGS   
 AJ0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ0732+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ0732
 AJ0732  HISTORY     - Date     Condition        Report By
 AJ0732  HISTORY     - 1957     MONUMENTED       CGS
 AJ0732  HISTORY     - 1981     GOOD             NGS
 AJ0732  HISTORY     - 20020409 GOOD             USPSQD
 AJ0732
 AJ0732                          STATION DESCRIPTION
 AJ0732
 AJ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0732'11.4 MI N FROM LAREDO.
 AJ0732'11.4 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0732'FROM THE STATION AT LAREDO, 57 FEET WEST OF THE 1ST POLE NORTH OF
 AJ0732'MILEPOST 400-20, 13.3 FEET WEST OF THE WEST RAIL, 4 FEET BELOW THE TOP
 AJ0732'OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF
 AJ0732'A TWIN 30 INCH PIPE CULVERT.
 AJ0732
 AJ0732                          STATION RECOVERY (1981)
 AJ0732
 AJ0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0732'11.0 KM (6.85 MI) SOUTH ALONG THE INTERSTATE HIGHWAY 35 EAST FRONTAGE
 AJ0732'ROAD FROM THE JUNCTION OF U.S. HIGHWAY 83 NEAR WEBB, IN THE TOP OF THE
 AJ0732'SOUTH HEADWALL OF A CULVERT UNDER THE MISSOURI PACIFIC RAILROAD,
 AJ0732'22.3 METERS (73.0 FT) EAST OF THE CENTER OF THE EAST FRONTAGE ROAD,
 AJ0732'3.9 METERS (12.7 FT) WEST OF THE WEST RAIL, 30.5 METERS (100.0 FT)
 AJ0732'SOUTHEAST AND ACROSS FRONTAGE ROAD FROM A 1.5 METERS (5.0 FT) BY
 AJ0732'1.8 METERS (6.0 FT) CONCRETE SEWER, 11.3 METERS (37.0 FT) SOUTHEAST OF
 AJ0732'A TELEPHONE POLE, AND 0.30 METERS (1.0 FT) NORTH OF SOUTH END OF
 AJ0732'HEADWALL.
 AJ0732'THE MARK IS 1.5 M BELOW RAILROAD TRACKS.
 AJ0732
 AJ0732                          STATION RECOVERY (2002)
 AJ0732
 AJ0732'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0755 ***********************************************************************
 AJ0755  DESIGNATION -  F 1084
 AJ0755  PID         -  AJ0755
 AJ0755  STATE/COUNTY-  TX/WEBB
 AJ0755  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0755
 AJ0755                         *CURRENT SURVEY CONTROL
 AJ0755  ___________________________________________________________________
 AJ0755* NAD 83(1986)-  27 50 46.     (N)    099 28 05.     (W)     SCALED    
 AJ0755* NAVD 88     -       227.109  (meters)     745.11   (feet)  POSTED    
 AJ0755  ___________________________________________________________________
 AJ0755  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AJ0755  DYNAMIC HT  -         226.750 (meters)     743.93  (feet)  COMP
 AJ0755  MODELED GRAV-     979,079.6   (mgal)                       NAVD 88
 AJ0755
 AJ0755  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0755
 AJ0755.The horizontal coordinates were scaled from a topographic map and have
 AJ0755.an estimated accuracy of +/- 6 seconds.
 AJ0755
 AJ0755.The orthometric height was determined by differential leveling
 AJ0755.and adjusted by the National Geodetic Survey in 1992..
 AJ0755.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0755.rate of 1.1 thru 2.0 mm/km.
 AJ0755
 AJ0755.The geoid height was determined by GEOID03.
 AJ0755
 AJ0755.The dynamic height is computed by dividing the NAVD 88
 AJ0755.geopotential number by the normal gravity value computed on the
 AJ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0755.degrees latitude (g = 980.6199 gals.).
 AJ0755
 AJ0755.The modeled gravity was interpolated from observed gravity values.
 AJ0755
 AJ0755;                    North         East    Units  Estimated Accuracy
 AJ0755;SPC TX S     - 5,241,840.      204,650.      MT  (+/- 180 meters Scaled)
 AJ0755
 AJ0755                          SUPERSEDED SURVEY CONTROL
 AJ0755
 AJ0755  NGVD 29 (??/??/92)  227.098  (m)          745.07   (f) ADJ UNCH    1 2
 AJ0755
 AJ0755.Superseded values are not recommended for survey control.
 AJ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0755.See file dsdata.txt to determine how the superseded data were derived.
 AJ0755
 AJ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR539802(NAD 83)
 AJ0755_MARKER: DB = BENCH MARK DISK
 AJ0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0755_STAMPING: F 1084 1957
 AJ0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0755+STABILITY: SURFACE MOTION
 AJ0755
 AJ0755  HISTORY     - Date     Condition        Report By
 AJ0755  HISTORY     - 1957     MONUMENTED       CGS
 AJ0755  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ0755  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0755
 AJ0755                          STATION DESCRIPTION
 AJ0755
 AJ0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0755'6.0 MI NW FROM WEBB.
 AJ0755'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0755'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ0755'GRADED DIRT ROAD, THENCE 3.0 MILES NORTH ALONG U.S. HIGHWAY 83, 53
 AJ0755'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A CONCRETE
 AJ0755'HIGHWAY RIGHT OF WAY MARKER POST, 2 FEET EAST OF A FENCE, 2 FEET SOUTH
 AJ0755'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AJ0755'0.4 FOOT ABOVE THE GROUND.
 AJ0755
 AJ0755                          STATION RECOVERY (1982)
 AJ0755
 AJ0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0755'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AJ0755
 AJ0755                          STATION RECOVERY (2002)
 AJ0755
 AJ0755'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0423 ***********************************************************************
 AO0423  DESIGNATION -  F 1086
 AO0423  PID         -  AO0423
 AO0423  STATE/COUNTY-  TX/DIMMIT
 AO0423  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0423
 AO0423                         *CURRENT SURVEY CONTROL
 AO0423  ___________________________________________________________________
 AO0423* NAD 83(1986)-  28 34 17.     (N)    099 54 27.     (W)     SCALED    
 AO0423* NAVD 88     -       185.413  (meters)     608.31   (feet)  ADJUSTED  
 AO0423  ___________________________________________________________________
 AO0423  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AO0423  DYNAMIC HT  -         185.136 (meters)     607.40  (feet)  COMP
 AO0423  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 AO0423
 AO0423  VERT ORDER  -  FIRST     CLASS II
 AO0423
 AO0423.The horizontal coordinates were scaled from a topographic map and have
 AO0423.an estimated accuracy of +/- 6 seconds.
 AO0423
 AO0423.The orthometric height was determined by differential leveling
 AO0423.and adjusted by the National Geodetic Survey in June 1991..
 AO0423
 AO0423.The geoid height was determined by GEOID03.
 AO0423
 AO0423.The dynamic height is computed by dividing the NAVD 88
 AO0423.geopotential number by the normal gravity value computed on the
 AO0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0423.degrees latitude (g = 980.6199 gals.).
 AO0423
 AO0423.The modeled gravity was interpolated from observed gravity values.
 AO0423
 AO0423;                    North         East    Units  Estimated Accuracy
 AO0423;SPC TXSC     - 4,082,140.      511,220.      MT  (+/- 180 meters Scaled)
 AO0423
 AO0423                          SUPERSEDED SURVEY CONTROL
 AO0423
 AO0423  NGVD 29 (??/??/92)  185.341  (m)          608.07   (f) ADJ UNCH    1 2
 AO0423
 AO0423.Superseded values are not recommended for survey control.
 AO0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0423.See file dsdata.txt to determine how the superseded data were derived.
 AO0423
 AO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS112608(NAD 83)
 AO0423_MARKER: DB = BENCH MARK DISK
 AO0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0423_SP_SET: BRIDGE
 AO0423_STAMPING: F 1086 1957
 AO0423_MARK LOGO: CGS   
 AO0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0423
 AO0423  HISTORY     - Date     Condition        Report By
 AO0423  HISTORY     - 1957     MONUMENTED       CGS
 AO0423  HISTORY     - 1982     GOOD             NGS
 AO0423  HISTORY     - 19970531 GOOD             USPSQD
 AO0423
 AO0423                          STATION DESCRIPTION
 AO0423
 AO0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0423'4.8 MI NW FROM CARRIZO SPRINGS.
 AO0423'4.8 MILES NORTHWEST ALONG U.S. HIGHWAY 277 FROM THE SAN ANTONIO,
 AO0423'UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 19 FEET SOUTHWEST
 AO0423'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END
 AO0423'OF THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE OVER PENA CREEK.
 AO0423
 AO0423                          STATION RECOVERY (1982)
 AO0423
 AO0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0423'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0423'SPRINGS, THENCE 7.4 KM (4.6 MI) NORTHWEST ALONG U.S. HIGHWAY 277 SET
 AO0423'IN TOP OF THE SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE OVER PENA CREEK,
 AO0423'5.8 METERS (19.0 FT) SOUTHWEST OF CENTERLINE OF THE HIGHWAY.
 AO0423'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AO0423
 AO0423                          STATION RECOVERY (1997)
 AO0423
 AO0423'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0384 ***********************************************************************
 AO0384  DESIGNATION -  F 1088
 AO0384  PID         -  AO0384
 AO0384  STATE/COUNTY-  TX/DIMMIT
 AO0384  USGS QUAD   -  MAC DONALD LAKE (1982)
 AO0384
 AO0384                         *CURRENT SURVEY CONTROL
 AO0384  ___________________________________________________________________
 AO0384* NAD 83(1986)-  28 23 57.     (N)    099 41 01.     (W)     SCALED    
 AO0384* NAVD 88     -       180.352  (meters)     591.70   (feet)  ADJUSTED  
 AO0384  ___________________________________________________________________
 AO0384  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AO0384  DYNAMIC HT  -         180.078 (meters)     590.81  (feet)  COMP
 AO0384  MODELED GRAV-     979,125.7   (mgal)                       NAVD 88
 AO0384
 AO0384  VERT ORDER  -  FIRST     CLASS II
 AO0384
 AO0384.The horizontal coordinates were scaled from a topographic map and have
 AO0384.an estimated accuracy of +/- 6 seconds.
 AO0384
 AO0384.The orthometric height was determined by differential leveling
 AO0384.and adjusted by the National Geodetic Survey in June 1991..
 AO0384
 AO0384.The geoid height was determined by GEOID03.
 AO0384
 AO0384.The dynamic height is computed by dividing the NAVD 88
 AO0384.geopotential number by the normal gravity value computed on the
 AO0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0384.degrees latitude (g = 980.6199 gals.).
 AO0384
 AO0384.The modeled gravity was interpolated from observed gravity values.
 AO0384
 AO0384;                    North         East    Units  Estimated Accuracy
 AO0384;SPC TXSC     - 4,062,910.      533,010.      MT  (+/- 180 meters Scaled)
 AO0384
 AO0384                          SUPERSEDED SURVEY CONTROL
 AO0384
 AO0384  NGVD 29 (??/??/92)  180.29   (m)          591.5    (f) COMPUTED    1 2
 AO0384
 AO0384.Superseded values are not recommended for survey control.
 AO0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0384.See file dsdata.txt to determine how the superseded data were derived.
 AO0384
 AO0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS330416(NAD 83)
 AO0384_MARKER: DB = BENCH MARK DISK
 AO0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0384_STAMPING: F 1088 1957
 AO0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0384+STABILITY: SURFACE MOTION
 AO0384
 AO0384  HISTORY     - Date     Condition        Report By
 AO0384  HISTORY     - 1957     MONUMENTED       CGS
 AO0384  HISTORY     - 1975     GOOD             USGS
 AO0384  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0384  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 AO0384
 AO0384                          STATION DESCRIPTION
 AO0384
 AO0384'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AO0384'5.1 MI SE FROM ASHERTON.
 AO0384'5.1 MILES S.E. ALONG U.S. HWY 83 FROM THE JUNCTION OF U.S. HWY 83 AND
 AO0384'FARM ROAD 190, IN ASHERTON, TO T-RD S.W., 82 FEET S.W. ALONG CENTER
 AO0384'LINE OF T-RD S.W. AND 55 FEET N.W. ALONG FENCE, 2.0 FEET N.E. OF
 AO0384'FENCE, SET IN THE TOP OF CONCRETE POST WHICH PROJECTS 0.6 FEET,
 AO0384'STANDARD TABLET STAMPED F 1088 1957.
 AO0384
 AO0384                          STATION RECOVERY (1982)
 AO0384
 AO0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0384'NOT RECOVERED, NOTE, WIRE GATE GONE, RANCHER SAID MARK WAS THERE BUT
 AO0384'COULD NOT FIND IT.
 AO0384
 AO0384                          STATION RECOVERY (1997)
 AO0384
 AO0384'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0346 ***********************************************************************
 AO0346  DESIGNATION -  F 1089
 AO0346  PID         -  AO0346
 AO0346  STATE/COUNTY-  TX/WEBB
 AO0346  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0346
 AO0346                         *CURRENT SURVEY CONTROL
 AO0346  ___________________________________________________________________
 AO0346* NAD 83(1986)-  28 07 32.     (N)    099 35 22.     (W)     SCALED    
 AO0346* NAVD 88     -       203.301  (meters)     667.00   (feet)  ADJUSTED  
 AO0346  ___________________________________________________________________
 AO0346  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0346  DYNAMIC HT  -         202.988 (meters)     665.97  (feet)  COMP
 AO0346  MODELED GRAV-     979,102.3   (mgal)                       NAVD 88
 AO0346
 AO0346  VERT ORDER  -  FIRST     CLASS II
 AO0346
 AO0346.The horizontal coordinates were scaled from a topographic map and have
 AO0346.an estimated accuracy of +/- 6 seconds.
 AO0346
 AO0346.The orthometric height was determined by differential leveling
 AO0346.and adjusted by the National Geodetic Survey in June 1991..
 AO0346
 AO0346.The geoid height was determined by GEOID03.
 AO0346
 AO0346.The dynamic height is computed by dividing the NAVD 88
 AO0346.geopotential number by the normal gravity value computed on the
 AO0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0346.degrees latitude (g = 980.6199 gals.).
 AO0346
 AO0346.The modeled gravity was interpolated from observed gravity values.
 AO0346
 AO0346;                    North         East    Units  Estimated Accuracy
 AO0346;SPC TX S     - 5,272,900.      192,960.      MT  (+/- 180 meters Scaled)
 AO0346
 AO0346                          SUPERSEDED SURVEY CONTROL
 AO0346
 AO0346  NGVD 29 (??/??/92)  203.289  (m)          666.96   (f) ADJ UNCH    1 2
 AO0346
 AO0346.Superseded values are not recommended for survey control.
 AO0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0346.See file dsdata.txt to determine how the superseded data were derived.
 AO0346
 AO0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS421112(NAD 83)
 AO0346_MARKER: DB = BENCH MARK DISK
 AO0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0346_SP_SET: CULVERT
 AO0346_STAMPING: F 1089 1957
 AO0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0346
 AO0346  HISTORY     - Date     Condition        Report By
 AO0346  HISTORY     - 1957     MONUMENTED       CGS
 AO0346
 AO0346                          STATION DESCRIPTION
 AO0346
 AO0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0346'16.0 MI SE FROM CATARINA.
 AO0346'16.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0346'CATARINA, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AO0346'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 4 CHANNEL
 AO0346'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0347 ***********************************************************************
 AO0347  DESIGNATION -  F 1089 RESET 1965
 AO0347  PID         -  AO0347
 AO0347  STATE/COUNTY-  TX/WEBB
 AO0347  USGS QUAD   -  PILONCILLO HILL (1982)
 AO0347
 AO0347                         *CURRENT SURVEY CONTROL
 AO0347  ___________________________________________________________________
 AO0347* NAD 83(1986)-  28 07 33.     (N)    099 35 26.     (W)     SCALED    
 AO0347* NAVD 88     -       203.107  (meters)     666.36   (feet)  ADJUSTED  
 AO0347  ___________________________________________________________________
 AO0347  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0347  DYNAMIC HT  -         202.794 (meters)     665.33  (feet)  COMP
 AO0347  MODELED GRAV-     979,102.4   (mgal)                       NAVD 88
 AO0347
 AO0347  VERT ORDER  -  FIRST     CLASS II
 AO0347
 AO0347.The horizontal coordinates were scaled from a topographic map and have
 AO0347.an estimated accuracy of +/- 6 seconds.
 AO0347
 AO0347.The orthometric height was determined by differential leveling
 AO0347.and adjusted by the National Geodetic Survey in June 1991..
 AO0347
 AO0347.The geoid height was determined by GEOID03.
 AO0347
 AO0347.The dynamic height is computed by dividing the NAVD 88
 AO0347.geopotential number by the normal gravity value computed on the
 AO0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0347.degrees latitude (g = 980.6199 gals.).
 AO0347
 AO0347.The modeled gravity was interpolated from observed gravity values.
 AO0347
 AO0347;                    North         East    Units  Estimated Accuracy
 AO0347;SPC TX S     - 5,272,940.      192,850.      MT  (+/- 180 meters Scaled)
 AO0347
 AO0347                          SUPERSEDED SURVEY CONTROL
 AO0347
 AO0347  NGVD 29 (??/??/??)  203.08   (m)          666.3    (f) RESET       3  
 AO0347
 AO0347.Superseded values are not recommended for survey control.
 AO0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0347.See file dsdata.txt to determine how the superseded data were derived.
 AO0347
 AO0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS420112(NAD 83)
 AO0347_MARKER: DB = BENCH MARK DISK
 AO0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0347_SP_SET: CULVERT
 AO0347_STAMPING: F 1089 RESET 1965
 AO0347_MARK LOGO: TXHD  
 AO0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0347+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AO0347
 AO0347  HISTORY     - Date     Condition        Report By
 AO0347  HISTORY     - 1965     MONUMENTED       TXHD
 AO0347  HISTORY     - 1982     GOOD             NGS
 AO0347  HISTORY     - 20020326 GOOD             USPSQD
 AO0347
 AO0347                          STATION DESCRIPTION
 AO0347
 AO0347'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1965
 AO0347'16.0 MI SE FROM CATARINA.
 AO0347'ABOUT 16.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE
 AO0347'AT CATARINA, 26 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET
 AO0347'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 AO0347'4-BARREL 6 X 6 FT. CONCRETE BOX CULVERT.
 AO0347
 AO0347                          STATION RECOVERY (1982)
 AO0347
 AO0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0347'RECOVERED IN GOOD CONDITION.
 AO0347
 AO0347                          STATION RECOVERY (2002)
 AO0347
 AO0347'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1290 ***********************************************************************
 AY1290  DESIGNATION -  F 1090
 AY1290  PID         -  AY1290
 AY1290  STATE/COUNTY-  TX/UVALDE
 AY1290  USGS QUAD   -  HACIENDA (1960)
 AY1290
 AY1290                         *CURRENT SURVEY CONTROL
 AY1290  ___________________________________________________________________
 AY1290* NAD 83(1986)-  29 14 47.     (N)    099 53 37.     (W)     SCALED    
 AY1290* NAVD 88     -       285.145  (meters)     935.51   (feet)  POSTED    
 AY1290  ___________________________________________________________________
 AY1290  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AY1290  DYNAMIC HT  -         284.730 (meters)     934.15  (feet)  COMP
 AY1290  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AY1290
 AY1290  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1290
 AY1290.The horizontal coordinates were scaled from a topographic map and have
 AY1290.an estimated accuracy of +/- 6 seconds.
 AY1290
 AY1290.The orthometric height was determined by differential leveling
 AY1290.and adjusted by the National Geodetic Survey in 1992..
 AY1290.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1290.rate of 1.1 thru 2.0 mm/km.
 AY1290
 AY1290.The geoid height was determined by GEOID03.
 AY1290
 AY1290.The dynamic height is computed by dividing the NAVD 88
 AY1290.geopotential number by the normal gravity value computed on the
 AY1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1290.degrees latitude (g = 980.6199 gals.).
 AY1290
 AY1290.The modeled gravity was interpolated from observed gravity values.
 AY1290
 AY1290;                    North         East    Units  Estimated Accuracy
 AY1290;SPC TXSC     - 4,156,940.      513,150.      MT  (+/- 180 meters Scaled)
 AY1290
 AY1290                          SUPERSEDED SURVEY CONTROL
 AY1290
 AY1290  NGVD 29 (??/??/92)  285.029  (m)          935.13   (f) ADJ UNCH    1 2
 AY1290
 AY1290.Superseded values are not recommended for survey control.
 AY1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1290.See file dsdata.txt to determine how the superseded data were derived.
 AY1290
 AY1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT131356(NAD 83)
 AY1290_MARKER: DB = BENCH MARK DISK
 AY1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1290_STAMPING: F 1090 1957
 AY1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1290+STABILITY: SURFACE MOTION
 AY1290
 AY1290  HISTORY     - Date     Condition        Report By
 AY1290  HISTORY     - 1957     MONUMENTED       CGS
 AY1290  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1290  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 AY1290
 AY1290                          STATION DESCRIPTION
 AY1290
 AY1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1290'6.0 MI W FROM UVALDE.
 AY1290'6.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1290'STATION AT UVALDE, AT THE EAST END OF A SIDE TRACK, 69 FEET NORTH OF
 AY1290'THE CENTER LINE OF A DIRT ROAD, 59 FEET SOUTHWEST OF MILEPOST 307, 47
 AY1290'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1.4 FEET NORTH OF A
 AY1290'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AY1290'FOOT ABOVE THE GROUND.
 AY1290
 AY1290                          STATION RECOVERY (1982)
 AY1290
 AY1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1290'MARK NOT RECOVERED, PROBABLY GRADED OUT WHEN NEW RAILROAD BED WAS
 AY1290'BUILT.
 AY1290
 AY1290                          STATION RECOVERY (2003)
 AY1290
 AY1290'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1310 ***********************************************************************
 AY1310  DESIGNATION -  F 1091
 AY1310  PID         -  AY1310
 AY1310  STATE/COUNTY-  TX/UVALDE
 AY1310  USGS QUAD   -  GARNER FIELD (1971)
 AY1310
 AY1310                         *CURRENT SURVEY CONTROL
 AY1310  ___________________________________________________________________
 AY1310* NAD 83(1986)-  29 13 11.     (N)    099 44 48.     (W)     SCALED    
 AY1310* NAVD 88     -       287.575  (meters)     943.49   (feet)  POSTED    
 AY1310  ___________________________________________________________________
 AY1310  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AY1310  DYNAMIC HT  -         287.160 (meters)     942.12  (feet)  COMP
 AY1310  MODELED GRAV-     979,186.0   (mgal)                       NAVD 88
 AY1310
 AY1310  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1310
 AY1310.The horizontal coordinates were scaled from a topographic map and have
 AY1310.an estimated accuracy of +/- 6 seconds.
 AY1310
 AY1310.The orthometric height was determined by differential leveling
 AY1310.and adjusted by the National Geodetic Survey in 1992..
 AY1310.No vertical observational check was made to the station.
 AY1310.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1310.was located on a no-check spur therefore a value was not computed.
 AY1310
 AY1310.The geoid height was determined by GEOID03.
 AY1310
 AY1310.The dynamic height is computed by dividing the NAVD 88
 AY1310.geopotential number by the normal gravity value computed on the
 AY1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1310.degrees latitude (g = 980.6199 gals.).
 AY1310
 AY1310.The modeled gravity was interpolated from observed gravity values.
 AY1310
 AY1310;                    North         East    Units  Estimated Accuracy
 AY1310;SPC TXSC     - 4,153,880.      527,410.      MT  (+/- 180 meters Scaled)
 AY1310
 AY1310                          SUPERSEDED SURVEY CONTROL
 AY1310
 AY1310  NGVD 29 (??/??/92)  287.438  (m)          943.04   (f) ADJ UNCH    1 2
 AY1310
 AY1310.Superseded values are not recommended for survey control.
 AY1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1310.See file dsdata.txt to determine how the superseded data were derived.
 AY1310
 AY1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT274325(NAD 83)
 AY1310_MARKER: DB = BENCH MARK DISK
 AY1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1310_SP_SET: CONCRETE BLOCK
 AY1310_STAMPING: F 1091 1957
 AY1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1310
 AY1310  HISTORY     - Date     Condition        Report By
 AY1310  HISTORY     - 1957     MONUMENTED       CGS
 AY1310  HISTORY     - 1971     MARK NOT FOUND   USGS
 AY1310  HISTORY     - 19880709 MARK NOT FOUND   USPSQD
 AY1310  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 AY1310
 AY1310                          STATION DESCRIPTION
 AY1310
 AY1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1310'2.45 MI NE FROM UVALDE.
 AY1310'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 AY1310'UVALDE, THENCE 1.45 MILES NORTHEAST ALONG FARM ROAD 1023, 0.2 MILE
 AY1310'SOUTHWEST OF THE NORTHWEST ENTRANCE TO GARNER AIRPORT, SOUTH AND
 AY1310'ACROSS THE ROAD FROM A LOW STUCCO HOUSE, 63 FEET SOUTHEAST OF THE
 AY1310'CENTER LINE OF THE ROAD, 12 1/2 FEET SOUTHEAST OF THE FENCE LINE, IN
 AY1310'THE TOP OF THE SOUTH CORNER OF A CONCRETE BLOCK CAST AROUND A DEEP
 AY1310'WELL, FLUSH WITH THE GROUND.
 AY1310
 AY1310                          STATION RECOVERY (1971)
 AY1310
 AY1310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AY1310'MARK NOT FOUND.
 AY1310
 AY1310                          STATION RECOVERY (1988)
 AY1310
 AY1310'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1310'MARK NOT FOUND.
 AY1310
 AY1310                          STATION RECOVERY (2003)
 AY1310
 AY1310'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0070 ***********************************************************************
 AZ0070  DESIGNATION -  F 1092
 AZ0070  PID         -  AZ0070
 AZ0070  STATE/COUNTY-  TX/KINNEY
 AZ0070  USGS QUAD   -  ANACACHO (1974)
 AZ0070
 AZ0070                         *CURRENT SURVEY CONTROL
 AZ0070  ___________________________________________________________________
 AZ0070* NAD 83(1986)-  29 11 35.     (N)    100 16 55.     (W)     SCALED    
 AZ0070* NAVD 88     -       322.185  (meters)    1057.04   (feet)  POSTED    
 AZ0070  ___________________________________________________________________
 AZ0070  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0070  DYNAMIC HT  -         321.720 (meters)    1055.51  (feet)  COMP
 AZ0070  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 AZ0070
 AZ0070  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AZ0070
 AZ0070.The horizontal coordinates were scaled from a topographic map and have
 AZ0070.an estimated accuracy of +/- 6 seconds.
 AZ0070
 AZ0070.The orthometric height was determined by differential leveling
 AZ0070.and adjusted by the National Geodetic Survey in 1992..
 AZ0070.No vertical observational check was made to the station.
 AZ0070.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AZ0070.was located on a no-check spur therefore a value was not computed.
 AZ0070
 AZ0070.The geoid height was determined by GEOID03.
 AZ0070
 AZ0070.The dynamic height is computed by dividing the NAVD 88
 AZ0070.geopotential number by the normal gravity value computed on the
 AZ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0070.degrees latitude (g = 980.6199 gals.).
 AZ0070
 AZ0070.The modeled gravity was interpolated from observed gravity values.
 AZ0070
 AZ0070;                    North         East    Units  Estimated Accuracy
 AZ0070;SPC TXSC     - 4,151,380.      475,340.      MT  (+/- 180 meters Scaled)
 AZ0070
 AZ0070                          SUPERSEDED SURVEY CONTROL
 AZ0070
 AZ0070  NGVD 29 (??/??/92)  322.071  (m)         1056.66   (f) ADJ UNCH    1 2
 AZ0070
 AZ0070.Superseded values are not recommended for survey control.
 AZ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0070.See file dsdata.txt to determine how the superseded data were derived.
 AZ0070
 AZ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT753300(NAD 83)
 AZ0070_MARKER: DB = BENCH MARK DISK
 AZ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0070_STAMPING: F 1092 1957
 AZ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0070+STABILITY: SURFACE MOTION
 AZ0070
 AZ0070  HISTORY     - Date     Condition        Report By
 AZ0070  HISTORY     - 1957     MONUMENTED       CGS
 AZ0070  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0070
 AZ0070                          STATION DESCRIPTION
 AZ0070
 AZ0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0070'9.65 MI NE FROM SPOFFORD.
 AZ0070'ABOUT 8.9 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0070'FROM THE STATION AT SPOFFORD, THENCE 0.75 MILE SOUTHEAST ALONG AN
 AZ0070'ASPHALT ROAD LEADING TO ANACACHO RANCH HEADQUARTERS, AT THE JUNCTION
 AZ0070'OF AN ASPHALT ROAD LEADING NORTHEAST TO THE AIRPORT, 90 FEET NORTH OF
 AZ0070'A POWER POLE, 59 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD,
 AZ0070'50 FEET SOUTHEAST OF THE CENTER LINE OF THE AIRPORT ROAD, 1.5 FEET
 AZ0070'NORTHWEST OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE
 AZ0070'POST WHICH PROJECTS ABOUT 7 INCHES.
 AZ0070
 AZ0070                          STATION RECOVERY (1982)
 AZ0070
 AZ0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0070'MARK NOT SEARCHED FOR, NOT RECOVERED, LOCKED GATES ON PRIVATE
 AZ0070'PROPERTY, INACCESSIBLE THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1330 ***********************************************************************
 AY1330  DESIGNATION -  F 1094
 AY1330  PID         -  AY1330
 AY1330  STATE/COUNTY-  TX/UVALDE
 AY1330  USGS QUAD   -  BLANCO LAKE (1971)
 AY1330
 AY1330                         *CURRENT SURVEY CONTROL
 AY1330  ___________________________________________________________________
 AY1330* NAD 83(1986)-  29 18 24.     (N)    099 36 04.     (W)     SCALED    
 AY1330* NAVD 88     -       299.509  (meters)     982.64   (feet)  ADJUSTED  
 AY1330  ___________________________________________________________________
 AY1330  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AY1330  DYNAMIC HT  -         299.074 (meters)     981.21  (feet)  COMP
 AY1330  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 AY1330
 AY1330  VERT ORDER  -  FIRST     CLASS II
 AY1330
 AY1330.The horizontal coordinates were scaled from a topographic map and have
 AY1330.an estimated accuracy of +/- 6 seconds.
 AY1330
 AY1330.The orthometric height was determined by differential leveling
 AY1330.and adjusted by the National Geodetic Survey in June 1991..
 AY1330
 AY1330.The geoid height was determined by GEOID03.
 AY1330
 AY1330.The dynamic height is computed by dividing the NAVD 88
 AY1330.geopotential number by the normal gravity value computed on the
 AY1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1330.degrees latitude (g = 980.6199 gals.).
 AY1330
 AY1330.The modeled gravity was interpolated from observed gravity values.
 AY1330
 AY1330;                    North         East    Units  Estimated Accuracy
 AY1330;SPC TXSC     - 4,163,430.      541,610.      MT  (+/- 180 meters Scaled)
 AY1330
 AY1330                          SUPERSEDED SURVEY CONTROL
 AY1330
 AY1330  NGVD 29 (??/??/92)  299.381  (m)          982.22   (f) ADJ UNCH    1 2
 AY1330
 AY1330.Superseded values are not recommended for survey control.
 AY1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1330.See file dsdata.txt to determine how the superseded data were derived.
 AY1330
 AY1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT416421(NAD 83)
 AY1330_MARKER: DB = BENCH MARK DISK
 AY1330_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AY1330_SP_SET: 43 FT.
 AY1330_STAMPING: F 1094 1957
 AY1330_MARK LOGO: CGS   
 AY1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1330
 AY1330  HISTORY     - Date     Condition        Report By
 AY1330  HISTORY     - 1957     MONUMENTED       CGS
 AY1330  HISTORY     - 1982     GOOD             NGS
 AY1330  HISTORY     - 1987     GOOD             USPSQD
 AY1330  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1330
 AY1330                          STATION DESCRIPTION
 AY1330
 AY1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1330'2.35 MI NE FROM KNIPPA.
 AY1330'2.35 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1330'STATION AT KNIPPA, 0.2 MILE SOUTHWEST OF A ROAD CROSSING, 91 FEET
 AY1330'NORTHWEST OF MILEPOST 288, 46 FEET NORTHWEST OF THE NORTHWEST RAIL, 43
 AY1330'FEET SOUTHWEST OF A TELEPHONE POLE, 1.8 FEET SOUTHEAST OF A FENCE, 2.5
 AY1330'FEET SOUTHWEST OF A WITNESS POST, CLAMPED ON THE TOP OF A 5/8 INCH
 AY1330'COPPER COATED STEEL ROD WHICH IS DRIVEN 43 FEET IN THE GROUND, INCASED
 AY1330'IN A 6 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1330
 AY1330                          STATION RECOVERY (1982)
 AY1330
 AY1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1330'RECOVERED THIS DATE, NOTE 4.1 KM (2.55 MI) NORTHEAST ALONG U.S.
 AY1330'HIGHWAY 90 FROM THE JUNCTION OF FARM ROAD 1049 SOUTH IN KNIPPA.
 AY1330'THE MARK IS 0.61 METERS  SE FROM A WITNESS POST.
 AY1330
 AY1330                          STATION RECOVERY (1987)
 AY1330
 AY1330'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1330'RECOVERED IN GOOD CONDITION.
 AY1330
 AY1330                          STATION RECOVERY (1988)
 AY1330
 AY1330'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0864 ***********************************************************************
 AY0864  DESIGNATION -  F 1095
 AY0864  PID         -  AY0864
 AY0864  STATE/COUNTY-  TX/MEDINA
 AY0864  USGS QUAD   -  CASTROVILLE (1982)
 AY0864
 AY0864                         *CURRENT SURVEY CONTROL
 AY0864  ___________________________________________________________________
 AY0864* NAD 83(1986)-  29 18 53.     (N)    098 58 04.     (W)     SCALED    
 AY0864* NAVD 88     -       271.534  (meters)     890.86   (feet)  ADJUSTED  
 AY0864  ___________________________________________________________________
 AY0864  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AY0864  DYNAMIC HT  -         271.142 (meters)     889.57  (feet)  COMP
 AY0864  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 AY0864
 AY0864  VERT ORDER  -  FIRST     CLASS II
 AY0864
 AY0864.The horizontal coordinates were scaled from a topographic map and have
 AY0864.an estimated accuracy of +/- 6 seconds.
 AY0864
 AY0864.The orthometric height was determined by differential leveling
 AY0864.and adjusted by the National Geodetic Survey in June 1991..
 AY0864
 AY0864.The geoid height was determined by GEOID03.
 AY0864
 AY0864.The dynamic height is computed by dividing the NAVD 88
 AY0864.geopotential number by the normal gravity value computed on the
 AY0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0864.degrees latitude (g = 980.6199 gals.).
 AY0864
 AY0864.The modeled gravity was interpolated from observed gravity values.
 AY0864
 AY0864;                    North         East    Units  Estimated Accuracy
 AY0864;SPC TXSC     - 4,164,180.      603,130.      MT  (+/- 180 meters Scaled)
 AY0864
 AY0864                          SUPERSEDED SURVEY CONTROL
 AY0864
 AY0864  NGVD 29 (??/??/92)  271.406  (m)          890.44   (f) ADJ UNCH    1 2
 AY0864
 AY0864.Superseded values are not recommended for survey control.
 AY0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0864.See file dsdata.txt to determine how the superseded data were derived.
 AY0864
 AY0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT031428(NAD 83)
 AY0864_MARKER: DB = BENCH MARK DISK
 AY0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0864_SP_SET: CULVERT
 AY0864_STAMPING: F 1095 1957
 AY0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0864
 AY0864  HISTORY     - Date     Condition        Report By
 AY0864  HISTORY     - 1957     MONUMENTED       CGS
 AY0864  HISTORY     - 19910614 MARK NOT FOUND   USPSQD
 AY0864  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 AY0864  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0864
 AY0864                          STATION DESCRIPTION
 AY0864
 AY0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0864'12.7 MI E FROM HONDO.
 AY0864'12.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0864'STATION AT HONDO, 51.4 FEET EAST OF THE 2ND POLE NORTHWEST OF MILEPOST
 AY0864'246, 59 FEET NORTHEAST OF THE CENTER LINE OF A ROAD, 7.8 FEET
 AY0864'SOUTHWEST OF THE SOUTHWEST RAIL, 0.5 MILE NORTHWEST OF BENCH MARK I
 AY0864'35, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE CENTER OF
 AY0864'THE SOUTHWEST HEADWALL OF A 2X6 FOOT CONCRETE CULVERT UNDER THE
 AY0864'RAILROAD.
 AY0864
 AY0864                          STATION RECOVERY (1991)
 AY0864
 AY0864'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY0864'MARK NOT FOUND.
 AY0864
 AY0864                          STATION RECOVERY (1997)
 AY0864
 AY0864'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0864'MARK NOT FOUND.
 AY0864
 AY0864                          STATION RECOVERY (2002)
 AY0864
 AY0864'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0543 ***********************************************************************
 BP0543  DESIGNATION -  F 1096
 BP0543  PID         -  BP0543
 BP0543  STATE/COUNTY-  TX/BREWSTER
 BP0543  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0543
 BP0543                         *CURRENT SURVEY CONTROL
 BP0543  ___________________________________________________________________
 BP0543* NAD 83(1986)-  30 18 04.     (N)    103 36 01.     (W)     SCALED    
 BP0543* NAVD 88     -      1569.203  (meters)    5148.29   (feet)  ADJUSTED  
 BP0543  ___________________________________________________________________
 BP0543  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 BP0543  DYNAMIC HT  -        1566.600 (meters)    5139.75  (feet)  COMP
 BP0543  MODELED GRAV-     978,926.7   (mgal)                       NAVD 88
 BP0543  OBS GRAVITY -     978,925.1   (mgal)                       GRAV_OBS
 BP0543
 BP0543  VERT ORDER  -  FIRST     CLASS I
 BP0543
 BP0543.The horizontal coordinates were scaled from a topographic map and have
 BP0543.an estimated accuracy of +/- 6 seconds.
 BP0543
 BP0543.The orthometric height was determined by differential leveling
 BP0543.and adjusted by the National Geodetic Survey in June 1991..
 BP0543
 BP0543.The geoid height was determined by GEOID03.
 BP0543
 BP0543.The dynamic height is computed by dividing the NAVD 88
 BP0543.geopotential number by the normal gravity value computed on the
 BP0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0543.degrees latitude (g = 980.6199 gals.).
 BP0543
 BP0543.The modeled gravity was interpolated from observed gravity values.
 BP0543.The observed gravity was obtained from relative gravimeter ties
 BP0543.to the IGSN71 gravity network.
 BP0543
 BP0543;                    North         East    Units  Estimated Accuracy
 BP0543;SPC TXSC     - 4,282,210.      157,590.      MT  (+/- 180 meters Scaled)
 BP0543
 BP0543                          SUPERSEDED SURVEY CONTROL
 BP0543
 BP0543  NGVD 29 (??/??/92) 1568.691  (m)         5146.61   (f) ADJ UNCH    1 1
 BP0543
 BP0543.Superseded values are not recommended for survey control.
 BP0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0543.See file dsdata.txt to determine how the superseded data were derived.
 BP0543
 BP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP345529(NAD 83)
 BP0543_MARKER: DB = BENCH MARK DISK
 BP0543_SETTING: 80 = SET IN A BOULDER
 BP0543_SP_SET: BOULDER
 BP0543_STAMPING: F 1096 1977
 BP0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0543+STABILITY: SURFACE MOTION
 BP0543
 BP0543  HISTORY     - Date     Condition        Report By
 BP0543  HISTORY     - 1977     MONUMENTED       NGS
 BP0543  HISTORY     - 1989     GOOD             USPSQD
 BP0543  HISTORY     - 19961008 GOOD             USPSQD
 BP0543
 BP0543                          STATION DESCRIPTION
 BP0543
 BP0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0543'6.0 MI SE FROM ALPINE.
 BP0543'0.4 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0543'FROM THE STATION AT ALPINE, THENCE 5.6 MILES SOUTHEAST ALONG
 BP0543'STATE HIGHWAY 118, IN THE TOP OF A 3 BY 3 FOOT BOULDER PROJECTING
 BP0543'2 INCHES, 106.5 FEET SOUTH-SOUTHEAST OF THE NORTH END OF A
 BP0543'METAL GUARD RAIL, 57.5 FT. WEST OF THE CENTER LINE OF THE
 BP0543'HIGHWAY, AND 1.6 FT. EAST OF THE EAST RIGHT-OF-WAY FENCE.
 BP0543
 BP0543                          STATION RECOVERY (1989)
 BP0543
 BP0543'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0543'RECOVERED IN GOOD CONDITION.
 BP0543
 BP0543                          STATION RECOVERY (1996)
 BP0543
 BP0543'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0567 ***********************************************************************
 BP0567  DESIGNATION -  F 1097
 BP0567  PID         -  BP0567
 BP0567  STATE/COUNTY-  TX/JEFF DAVIS
 BP0567  USGS QUAD   -  FORT DAVIS (1972)
 BP0567
 BP0567                         *CURRENT SURVEY CONTROL
 BP0567  ___________________________________________________________________
 BP0567* NAD 83(1986)-  30 36 19.     (N)    103 53 42.     (W)     SCALED    
 BP0567* NAVD 88     -      1485.914  (meters)    4875.04   (feet)  ADJUSTED  
 BP0567  ___________________________________________________________________
 BP0567  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 BP0567  DYNAMIC HT  -        1483.486 (meters)    4867.07  (feet)  COMP
 BP0567  MODELED GRAV-     978,954.7   (mgal)                       NAVD 88
 BP0567  OBS GRAVITY -     978,958.6   (mgal)                       GRAV_OBS
 BP0567
 BP0567  VERT ORDER  -  FIRST     CLASS I
 BP0567
 BP0567.The horizontal coordinates were scaled from a topographic map and have
 BP0567.an estimated accuracy of +/- 6 seconds.
 BP0567
 BP0567.The orthometric height was determined by differential leveling
 BP0567.and adjusted by the National Geodetic Survey in June 1991..
 BP0567
 BP0567.The geoid height was determined by GEOID03.
 BP0567
 BP0567.The dynamic height is computed by dividing the NAVD 88
 BP0567.geopotential number by the normal gravity value computed on the
 BP0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0567.degrees latitude (g = 980.6199 gals.).
 BP0567
 BP0567.The modeled gravity was interpolated from observed gravity values.
 BP0567.The observed gravity was obtained from relative gravimeter ties
 BP0567.to the IGSN71 gravity network.
 BP0567
 BP0567;                    North         East    Units  Estimated Accuracy
 BP0567;SPC TX C     - 3,109,520.      358,540.      MT  (+/- 180 meters Scaled)
 BP0567
 BP0567                          SUPERSEDED SURVEY CONTROL
 BP0567
 BP0567  NGVD 29 (??/??/92) 1485.362  (m)         4873.23   (f) ADJ UNCH    1 1
 BP0567
 BP0567.Superseded values are not recommended for survey control.
 BP0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0567.See file dsdata.txt to determine how the superseded data were derived.
 BP0567
 BP0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP059863(NAD 83)
 BP0567_MARKER: DB = BENCH MARK DISK
 BP0567_SETTING: 80 = SET IN A BOULDER
 BP0567_SP_SET: BOULDER
 BP0567_STAMPING: F 1097 1977
 BP0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0567+STABILITY: SURFACE MOTION
 BP0567
 BP0567  HISTORY     - Date     Condition        Report By
 BP0567  HISTORY     - 1977     MONUMENTED       NGS
 BP0567  HISTORY     - 1988     GOOD             USPSQD
 BP0567  HISTORY     - 19961007 GOOD             USPSQD
 BP0567  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0567
 BP0567                          STATION DESCRIPTION
 BP0567
 BP0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0567'2.0 MI NW FROM FORT DAVIS.
 BP0567'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0567'COURTHOUSE AT FORT DAVIS, SET ON A 5 BY 8 FT. BOULDER AT THE SOUTHWEST
 BP0567'EDGE OF A DRY CREEK BED, 24 FT. SOUTHEAST OF TWO LARGE BOULDERS
 BP0567'DIRECTLY IN LINE OF IT, 90 FT. SOUTHEAST OF THE CENTER LINE OF
 BP0567'THE HIGHWAY, 39 FT. SOUTHWEST OF THE SOUTHWEST END OF A PIPE CULVERT,
 BP0567'15 FT. NORTHEAST OF A NATIONAL PARK SERVICE SIGN SERVING AS A
 BP0567'BOUNDARY.
 BP0567
 BP0567                          STATION RECOVERY (1988)
 BP0567
 BP0567'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0567'RECOVERED IN GOOD CONDITION.
 BP0567
 BP0567                          STATION RECOVERY (1996)
 BP0567
 BP0567'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0567'RECOVERED IN GOOD CONDITION.
 BP0567
 BP0567                          STATION RECOVERY (2003)
 BP0567
 BP0567'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0317 ***********************************************************************
 BQ0317  DESIGNATION -  F 1098
 BQ0317  PID         -  BQ0317
 BQ0317  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0317  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0317
 BQ0317                         *CURRENT SURVEY CONTROL
 BQ0317  ___________________________________________________________________
 BQ0317* NAD 83(1986)-  30 39 55.     (N)    104 01 55.     (W)     SCALED    
 BQ0317* NAVD 88     -      1804.415  (meters)    5919.98   (feet)  ADJUSTED  
 BQ0317  ___________________________________________________________________
 BQ0317  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BQ0317  DYNAMIC HT  -        1801.355 (meters)    5909.95  (feet)  COMP
 BQ0317  MODELED GRAV-     978,880.6   (mgal)                       NAVD 88
 BQ0317  OBS GRAVITY -     978,879.9   (mgal)                       GRAV_OBS
 BQ0317
 BQ0317  VERT ORDER  -  FIRST     CLASS I
 BQ0317
 BQ0317.The horizontal coordinates were scaled from a topographic map and have
 BQ0317.an estimated accuracy of +/- 6 seconds.
 BQ0317
 BQ0317.The orthometric height was determined by differential leveling
 BQ0317.and adjusted by the National Geodetic Survey in June 1991..
 BQ0317
 BQ0317.The geoid height was determined by GEOID03.
 BQ0317
 BQ0317.The dynamic height is computed by dividing the NAVD 88
 BQ0317.geopotential number by the normal gravity value computed on the
 BQ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0317.degrees latitude (g = 980.6199 gals.).
 BQ0317
 BQ0317.The modeled gravity was interpolated from observed gravity values.
 BQ0317.The observed gravity was obtained from relative gravimeter ties
 BQ0317.to the IGSN71 gravity network.
 BQ0317
 BQ0317;                    North         East    Units  Estimated Accuracy
 BQ0317;SPC TX C     - 3,116,590.      345,640.      MT  (+/- 180 meters Scaled)
 BQ0317
 BQ0317                          SUPERSEDED SURVEY CONTROL
 BQ0317
 BQ0317  NGVD 29 (??/??/92) 1803.759  (m)         5917.83   (f) ADJ UNCH    1 1
 BQ0317
 BQ0317.Superseded values are not recommended for survey control.
 BQ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0317.See file dsdata.txt to determine how the superseded data were derived.
 BQ0317
 BQ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP927929(NAD 83)
 BQ0317_MARKER: DB = BENCH MARK DISK
 BQ0317_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0317_SP_SET: ROCK OUTCROP
 BQ0317_STAMPING: F 1098 1977
 BQ0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0317+STABILITY: POSITION/ELEVATION WELL
 BQ0317
 BQ0317  HISTORY     - Date     Condition        Report By
 BQ0317  HISTORY     - 1977     MONUMENTED       NGS
 BQ0317  HISTORY     - 1988     GOOD             USPSQD
 BQ0317  HISTORY     - 1989     GOOD             USPSQD
 BQ0317  HISTORY     - 19961007 GOOD             USPSQD
 BQ0317  HISTORY     - 20030322 GOOD             USPSQD
 BQ0317
 BQ0317                          STATION DESCRIPTION
 BQ0317
 BQ0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0317'13.45 MI NW FROM FORT DAVIS.
 BQ0317'ABOUT 13.45 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE
 BQ0317'COUNTY COURTHOUSE AT FORT DAVIS, 163.5 FT. NORTHWEST FROM WHERE THE
 BQ0317'STONE GUARD RAIL MAKES A TURN OUTWARD FOR A TURNOFF, 41.0 FT.
 BQ0317'EAST OF A 2 PIPE CULVERT, 34 FT. NORTH OF THE CENTER LINE OF THE
 BQ0317'HIGHWAY
 BQ0317
 BQ0317                          STATION RECOVERY (1988)
 BQ0317
 BQ0317'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0317'RECOVERED IN GOOD CONDITION.
 BQ0317
 BQ0317                          STATION RECOVERY (1989)
 BQ0317
 BQ0317'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0317'RECOVERED IN GOOD CONDITION.
 BQ0317
 BQ0317                          STATION RECOVERY (1996)
 BQ0317
 BQ0317'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0317'RECOVERED IN GOOD CONDITION.
 BQ0317
 BQ0317                          STATION RECOVERY (2003)
 BQ0317
 BQ0317'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0116 ***********************************************************************
 AZ0116  DESIGNATION -  F 1099
 AZ0116  PID         -  AZ0116
 AZ0116  STATE/COUNTY-  TX/VAL VERDE
 AZ0116  USGS QUAD   -  DEL RIO SW (1972)
 AZ0116
 AZ0116                         *CURRENT SURVEY CONTROL
 AZ0116  ___________________________________________________________________
 AZ0116* NAD 83(1986)-  29 22 00.     (N)    100 53 25.     (W)     SCALED    
 AZ0116* NAVD 88     -       292.947  (meters)     961.11   (feet)  POSTED    
 AZ0116  ___________________________________________________________________
 AZ0116  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0116  DYNAMIC HT  -         292.520 (meters)     959.71  (feet)  COMP
 AZ0116  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 AZ0116
 AZ0116  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0116
 AZ0116.The horizontal coordinates were scaled from a topographic map and have
 AZ0116.an estimated accuracy of +/- 6 seconds.
 AZ0116
 AZ0116.The orthometric height was determined by differential leveling
 AZ0116.and adjusted by the National Geodetic Survey in 1992..
 AZ0116.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0116.rate of 1.1 thru 2.0 mm/km.
 AZ0116
 AZ0116.The geoid height was determined by GEOID03.
 AZ0116
 AZ0116.The dynamic height is computed by dividing the NAVD 88
 AZ0116.geopotential number by the normal gravity value computed on the
 AZ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0116.degrees latitude (g = 980.6199 gals.).
 AZ0116
 AZ0116.The modeled gravity was interpolated from observed gravity values.
 AZ0116
 AZ0116;                    North         East    Units  Estimated Accuracy
 AZ0116;SPC TXSC     - 4,171,420.      416,500.      MT  (+/- 180 meters Scaled)
 AZ0116
 AZ0116                          SUPERSEDED SURVEY CONTROL
 AZ0116
 AZ0116  NGVD 29 (??/??/92)  292.903  (m)          960.97   (f) ADJ UNCH    1 2
 AZ0116
 AZ0116.Superseded values are not recommended for survey control.
 AZ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0116.See file dsdata.txt to determine how the superseded data were derived.
 AZ0116
 AZ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT165500(NAD 83)
 AZ0116_MARKER: DB = BENCH MARK DISK
 AZ0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0116_SP_SET: ABUTMENT
 AZ0116_STAMPING: F 1099 1957
 AZ0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0116
 AZ0116  HISTORY     - Date     Condition        Report By
 AZ0116  HISTORY     - 1957     MONUMENTED       CGS
 AZ0116  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0116
 AZ0116                          STATION DESCRIPTION
 AZ0116
 AZ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0116'0.75 MI E FROM DEL RIO.
 AZ0116'ABOUT 0.75 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0116'STATION AT DEL RIO, IN THE CENTER OF THE TOP OF THE WEST CONCRETE
 AZ0116'ABUTMENT OF RAILROAD TRESTLE NO. 377.80, 4.7 FEET NORTH OF THE NORTH
 AZ0116'RAIL OF THE MAIN TRACK, 5.0 FEET SOUTH OF THE SOUTH RAIL OF A SIDE
 AZ0116'TRACK AND ABOUT 0.8 FOOT BELOW THE TOP OF THE RAIL.
 AZ0116
 AZ0116                          STATION RECOVERY (1982)
 AZ0116
 AZ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0116'NOT RECOVERED THIS DATE, BRIDGE HAS BEEN REMODELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0083 ***********************************************************************
 CE0083  DESIGNATION -  F 110
 CE0083  PID         -  CE0083
 CE0083  STATE/COUNTY-  TX/EL PASO
 CE0083  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0083
 CE0083                         *CURRENT SURVEY CONTROL
 CE0083  ___________________________________________________________________
 CE0083* NAD 83(1986)-  31 53 15.     (N)    106 23 39.     (W)     SCALED    
 CE0083* NAVD 88     -      1197.724  (meters)    3929.53   (feet)  POSTED    
 CE0083  ___________________________________________________________________
 CE0083  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CE0083  DYNAMIC HT  -        1195.900 (meters)    3923.55  (feet)  COMP
 CE0083  MODELED GRAV-     979,076.8   (mgal)                       NAVD 88
 CE0083
 CE0083  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CE0083
 CE0083.The horizontal coordinates were scaled from a topographic map and have
 CE0083.an estimated accuracy of +/- 6 seconds.
 CE0083
 CE0083.The orthometric height was determined by differential leveling
 CE0083.and adjusted by the National Geodetic Survey in 1992..
 CE0083.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CE0083.rate of 3.1 thru 4.0 mm/km.
 CE0083
 CE0083.The geoid height was determined by GEOID03.
 CE0083
 CE0083.The dynamic height is computed by dividing the NAVD 88
 CE0083.geopotential number by the normal gravity value computed on the
 CE0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0083.degrees latitude (g = 980.6199 gals.).
 CE0083
 CE0083.The modeled gravity was interpolated from observed gravity values.
 CE0083
 CE0083;                    North         East    Units  Estimated Accuracy
 CE0083;SPC TX C     - 3,261,820.      126,880.      MT  (+/- 180 meters Scaled)
 CE0083
 CE0083                          SUPERSEDED SURVEY CONTROL
 CE0083
 CE0083  NGVD 29 (??/??/92) 1197.172  (m)         3927.72   (f) ADJ UNCH    1 2
 CE0083
 CE0083.Superseded values are not recommended for survey control.
 CE0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0083.See file dsdata.txt to determine how the superseded data were derived.
 CE0083
 CE0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR681288(NAD 83)
 CE0083_MARKER: DB = BENCH MARK DISK
 CE0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0083_STAMPING: F 110 1932 3927.722
 CE0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0083+STABILITY: SURFACE MOTION
 CE0083
 CE0083  HISTORY     - Date     Condition        Report By
 CE0083  HISTORY     - 1932     MONUMENTED       CGS
 CE0083  HISTORY     - 1954     GOOD             NGS
 CE0083  HISTORY     - 1962     GOOD             NGS
 CE0083  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0083  HISTORY     - 19920428 MARK NOT FOUND   USGS
 CE0083
 CE0083                          STATION DESCRIPTION
 CE0083
 CE0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CE0083'11.0 MI NE FROM EL PASO.
 CE0083'11.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CE0083'UNION STATION AT EL PASO, 5 FEET NORTH OF MILEPOST 1307, 40.3 FEET
 CE0083'WEST OF THE WEST RAIL, 8 FEET EAST OF A FENCE, SET IN THE TOP OF A
 CE0083'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CE0083
 CE0083                          STATION RECOVERY (1962)
 CE0083
 CE0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CE0083'RECOVERED IN GOOD CONDITION.
 CE0083
 CE0083                          STATION RECOVERY (1981)
 CE0083
 CE0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0083'MARK NOT FOUND.
 CE0083
 CE0083                          STATION RECOVERY (1992)
 CE0083
 CE0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1248 ***********************************************************************
 AY1248  DESIGNATION -  F 1100
 AY1248  PID         -  AY1248
 AY1248  STATE/COUNTY-  TX/MEDINA
 AY1248  USGS QUAD   -  HONDO (1982)
 AY1248
 AY1248                         *CURRENT SURVEY CONTROL
 AY1248  ___________________________________________________________________
 AY1248* NAD 83(1986)-  29 20 41.     (N)    099 10 01.     (W)     SCALED    
 AY1248* NAVD 88     -       273.977  (meters)     898.87   (feet)  ADJUSTED  
 AY1248  ___________________________________________________________________
 AY1248  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AY1248  DYNAMIC HT  -         273.579 (meters)     897.57  (feet)  COMP
 AY1248  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 AY1248
 AY1248  VERT ORDER  -  FIRST     CLASS II
 AY1248
 AY1248.The horizontal coordinates were scaled from a topographic map and have
 AY1248.an estimated accuracy of +/- 6 seconds.
 AY1248
 AY1248.The orthometric height was determined by differential leveling
 AY1248.and adjusted by the National Geodetic Survey in June 1991..
 AY1248
 AY1248.The geoid height was determined by GEOID03.
 AY1248
 AY1248.The dynamic height is computed by dividing the NAVD 88
 AY1248.geopotential number by the normal gravity value computed on the
 AY1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1248.degrees latitude (g = 980.6199 gals.).
 AY1248
 AY1248.The modeled gravity was interpolated from observed gravity values.
 AY1248
 AY1248;                    North         East    Units  Estimated Accuracy
 AY1248;SPC TXSC     - 4,167,510.      583,790.      MT  (+/- 180 meters Scaled)
 AY1248
 AY1248                          SUPERSEDED SURVEY CONTROL
 AY1248
 AY1248  NGVD 29 (??/??/92)  273.798  (m)          898.29   (f) ADJ UNCH    1 2
 AY1248
 AY1248.Superseded values are not recommended for survey control.
 AY1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1248.See file dsdata.txt to determine how the superseded data were derived.
 AY1248
 AY1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT837461(NAD 83)
 AY1248_MARKER: DB = BENCH MARK DISK
 AY1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1248_STAMPING: F 1100 1957
 AY1248_MARK LOGO: CGS   
 AY1248_PROJECTION: FLUSH
 AY1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1248+STABILITY: SURFACE MOTION
 AY1248
 AY1248  HISTORY     - Date     Condition        Report By
 AY1248  HISTORY     - 1957     MONUMENTED       CGS
 AY1248  HISTORY     - 1982     GOOD             NGS
 AY1248  HISTORY     - 1988     GOOD             USPSQD
 AY1248  HISTORY     - 19950427 GOOD             USPSQD
 AY1248  HISTORY     - 19950519 MARK NOT FOUND   USPSQD
 AY1248  HISTORY     - 20011113 GOOD             USPSQD
 AY1248  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1248
 AY1248                          STATION DESCRIPTION
 AY1248
 AY1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1248'1.5 MI W FROM HONDO.
 AY1248'1.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1248'STATION AT HONDO, 1 1/2 POLES WEST OF MILEPOST 260, 76 FEET SOUTH OF
 AY1248'THE SOUTH RAIL, 25 FEET NORTH OF A LONE FORKED MESQUITE TREE, 27 FEET
 AY1248'SOUTH OF A FENCE CORNER, 2.1 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A
 AY1248'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AY1248'FOOT ABOVE THE GROUND.
 AY1248
 AY1248                          STATION RECOVERY (1982)
 AY1248
 AY1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1248'MARK RECOVERED THIS DATE, NOTE, 0.61 METERS (2.0 FTS) WEST OF A
 AY1248'15.4 CM (6 INCH) MESQUITE TREE, ALSO 2.7 KM (1.7 MI) WEST ALONG
 AY1248'SOUTHERN PACIFIC RAILROAD SERVICE ROAD FROM THE JUNCTION OF FARM ROAD
 AY1248'462 IN HONDO.
 AY1248
 AY1248                          STATION RECOVERY (1988)
 AY1248
 AY1248'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1248'RECOVERED IN GOOD CONDITION.
 AY1248
 AY1248                          STATION RECOVERY (1995)
 AY1248
 AY1248'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1248'RECOVERED IN GOOD CONDITION.
 AY1248
 AY1248                          STATION RECOVERY (1995)
 AY1248
 AY1248'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1248'MARK NOT FOUND.
 AY1248
 AY1248                          STATION RECOVERY (2001)
 AY1248
 AY1248'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1248'RECOVERED IN GOOD CONDITION.
 AY1248
 AY1248                          STATION RECOVERY (2005)
 AY1248
 AY1248'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0483 ***********************************************************************
 CC0483  DESIGNATION -  F 1101
 CC0483  PID         -  CC0483
 CC0483  STATE/COUNTY-  TX/REEVES
 CC0483  USGS QUAD   -  ORLA SE (1961)
 CC0483
 CC0483                         *CURRENT SURVEY CONTROL
 CC0483  ___________________________________________________________________
 CC0483* NAD 83(1986)-  31 49 03.     (N)    103 49 55.     (W)     SCALED    
 CC0483* NAVD 88     -       843.629  (meters)    2767.81   (feet)  ADJUSTED  
 CC0483  ___________________________________________________________________
 CC0483  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CC0483  DYNAMIC HT  -         842.376 (meters)    2763.70  (feet)  COMP
 CC0483  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 CC0483
 CC0483  VERT ORDER  -  FIRST     CLASS II
 CC0483
 CC0483.The horizontal coordinates were scaled from a topographic map and have
 CC0483.an estimated accuracy of +/- 6 seconds.
 CC0483
 CC0483.The orthometric height was determined by differential leveling
 CC0483.and adjusted by the National Geodetic Survey in June 1991..
 CC0483
 CC0483.The geoid height was determined by GEOID03.
 CC0483
 CC0483.The dynamic height is computed by dividing the NAVD 88
 CC0483.geopotential number by the normal gravity value computed on the
 CC0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0483.degrees latitude (g = 980.6199 gals.).
 CC0483
 CC0483.The modeled gravity was interpolated from observed gravity values.
 CC0483
 CC0483;                    North         East    Units  Estimated Accuracy
 CC0483;SPC TX C     - 3,243,650.      368,810.      MT  (+/- 180 meters Scaled)
 CC0483
 CC0483                          SUPERSEDED SURVEY CONTROL
 CC0483
 CC0483  NGVD 29 (??/??/92)  843.175  (m)         2766.32   (f) ADJ UNCH    1 2
 CC0483
 CC0483.Superseded values are not recommended for survey control.
 CC0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0483.See file dsdata.txt to determine how the superseded data were derived.
 CC0483
 CC0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR105208(NAD 83)
 CC0483_MARKER: DB = BENCH MARK DISK
 CC0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0483_STAMPING: F 1101 1957
 CC0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0483+STABILITY: SURFACE MOTION
 CC0483
 CC0483  HISTORY     - Date     Condition        Report By
 CC0483  HISTORY     - 1957     MONUMENTED       CGS
 CC0483
 CC0483                          STATION DESCRIPTION
 CC0483
 CC0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0483'4.2 MI SE FROM ORLA.
 CC0483'ABOUT 4.2 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0483'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 46 FEET SOUTH OF
 CC0483'MILEPOST 235, 75 FEET SOUTH OF THE SOUTH RAIL, 72 1/2 FEET SOUTH OF B.
 CC0483'M. P 21, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CC0483'WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0108 ***********************************************************************
 BP0108  DESIGNATION -  F 1102
 BP0108  PID         -  BP0108
 BP0108  STATE/COUNTY-  TX/BREWSTER
 BP0108  USGS QUAD   -  HOUSETOP MOUNTAINS (1968)
 BP0108
 BP0108                         *CURRENT SURVEY CONTROL
 BP0108  ___________________________________________________________________
 BP0108* NAD 83(1986)-  30 08 08.     (N)    102 59 59.     (W)     SCALED    
 BP0108* NAVD 88     -      1173.764  (meters)    3850.92   (feet)  ADJUSTED  
 BP0108  ___________________________________________________________________
 BP0108  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BP0108  DYNAMIC HT  -        1171.868 (meters)    3844.70  (feet)  COMP
 BP0108  MODELED GRAV-     978,986.3   (mgal)                       NAVD 88
 BP0108
 BP0108  VERT ORDER  -  FIRST     CLASS II
 BP0108
 BP0108.The horizontal coordinates were scaled from a topographic map and have
 BP0108.an estimated accuracy of +/- 6 seconds.
 BP0108
 BP0108.The orthometric height was determined by differential leveling
 BP0108.and adjusted by the National Geodetic Survey in June 1991..
 BP0108
 BP0108.The geoid height was determined by GEOID03.
 BP0108
 BP0108.The dynamic height is computed by dividing the NAVD 88
 BP0108.geopotential number by the normal gravity value computed on the
 BP0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0108.degrees latitude (g = 980.6199 gals.).
 BP0108
 BP0108.The modeled gravity was interpolated from observed gravity values.
 BP0108
 BP0108;                    North         East    Units  Estimated Accuracy
 BP0108;SPC TXSC     - 4,261,740.      214,700.      MT  (+/- 180 meters Scaled)
 BP0108
 BP0108                          SUPERSEDED SURVEY CONTROL
 BP0108
 BP0108  NGVD 29 (??/??/92) 1173.408  (m)         3849.76   (f) ADJ UNCH    1 2
 BP0108
 BP0108.Superseded values are not recommended for survey control.
 BP0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0108.See file dsdata.txt to determine how the superseded data were derived.
 BP0108
 BP0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP926354(NAD 83)
 BP0108_MARKER: DB = BENCH MARK DISK
 BP0108_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0108_SP_SET: 24 FEET
 BP0108_STAMPING: F 1102 1957
 BP0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0108
 BP0108  HISTORY     - Date     Condition        Report By
 BP0108  HISTORY     - 1957     MONUMENTED       CGS
 BP0108
 BP0108                          STATION DESCRIPTION
 BP0108
 BP0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0108'17.0 MI SE FROM MARATHON.
 BP0108'ABOUT 17.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0108'FROM THE STATION AT MARATHON, 126 FEET EAST OF AND ACROSS THE TRACK
 BP0108'FROM THE 1ST POLE SOUTHEAST OF MILEPOST 559, 52 FEET NORTHEAST OF THE
 BP0108'NORTHEAST RAIL, 4 FEET NORTHEAST OF THE NORTHEAST RIGHT OF WAY FENCE,
 BP0108'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 BP0108'THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 BP0108'WHICH IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN AN 8-INCH TILE
 BP0108'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0264 ***********************************************************************
 BP0264  DESIGNATION -  F 1103
 BP0264  PID         -  BP0264
 BP0264  STATE/COUNTY-  TX/BREWSTER
 BP0264  USGS QUAD   -  ALTUDA (1983)
 BP0264
 BP0264                         *CURRENT SURVEY CONTROL
 BP0264  ___________________________________________________________________
 BP0264* NAD 83(1986)-  30 19 43.     (N)    103 28 11.     (W)     SCALED    
 BP0264* NAVD 88     -      1408.161  (meters)    4619.94   (feet)  ADJUSTED  
 BP0264  ___________________________________________________________________
 BP0264  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 BP0264  DYNAMIC HT  -        1405.839 (meters)    4612.32  (feet)  COMP
 BP0264  MODELED GRAV-     978,943.0   (mgal)                       NAVD 88
 BP0264
 BP0264  VERT ORDER  -  FIRST     CLASS II
 BP0264
 BP0264.The horizontal coordinates were scaled from a topographic map and have
 BP0264.an estimated accuracy of +/- 6 seconds.
 BP0264
 BP0264.The orthometric height was determined by differential leveling
 BP0264.and adjusted by the National Geodetic Survey in June 1991..
 BP0264
 BP0264.The geoid height was determined by GEOID03.
 BP0264
 BP0264.The dynamic height is computed by dividing the NAVD 88
 BP0264.geopotential number by the normal gravity value computed on the
 BP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0264.degrees latitude (g = 980.6199 gals.).
 BP0264
 BP0264.The modeled gravity was interpolated from observed gravity values.
 BP0264
 BP0264;                    North         East    Units  Estimated Accuracy
 BP0264;SPC TXSC     - 4,284,770.      170,260.      MT  (+/- 180 meters Scaled)
 BP0264
 BP0264                          SUPERSEDED SURVEY CONTROL
 BP0264
 BP0264  NGVD 29 (??/??/92) 1407.685  (m)         4618.38   (f) ADJ UNCH    1 2
 BP0264
 BP0264.Superseded values are not recommended for survey control.
 BP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0264.See file dsdata.txt to determine how the superseded data were derived.
 BP0264
 BP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP471561(NAD 83)
 BP0264_MARKER: DB = BENCH MARK DISK
 BP0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0264_STAMPING: F 1103 1957
 BP0264_MARK LOGO: CGS   
 BP0264_PROJECTION: PROJECTING 10 CENTIMETERS
 BP0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0264+STABILITY: SURFACE MOTION
 BP0264
 BP0264  HISTORY     - Date     Condition        Report By
 BP0264  HISTORY     - 1957     MONUMENTED       CGS
 BP0264  HISTORY     - 1981     GOOD             NGS
 BP0264
 BP0264                          STATION DESCRIPTION
 BP0264
 BP0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0264'14.15 MI NE FROM ALPINE.
 BP0264'ABOUT 14.15 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0264'FROM THE STATION AT ALPINE, 77 FEET NORTHEAST OF AND ACROSS THE TRACK
 BP0264'FROM THE 2ND POLE NORTHWEST OF MILEPOST 593, 30 FEET NORTHEAST OF THE
 BP0264'NORTHEAST RAIL, 70 1/2 FEET SOUTHWEST OF THE CENTER LINE OF U. S.
 BP0264'HIGHWAY 90, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, DIRECTLY
 BP0264'IN LINE WITH A ROW OF TELEPHONE POLES, ABOUT 2 FEET BELOW THE LEVEL OF
 BP0264'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BP0264
 BP0264                          STATION RECOVERY (1981)
 BP0264
 BP0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0264'5.1 KM (3.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0264'THE RAILROAD STATION IN ALPINE, THENCE 17.3 KM (10.75 MI) EASTERLY
 BP0264'ALONG U.S. HIGHWAY 90, 115.0 METERS (377.3 FT) NORTH-NORTHWEST AND
 BP0264'ACROSS THE TRACKS FROM RAILROAD MILEPOST 593, 28.8 METERS (94.5 FT)
 BP0264'NORTHWEST OF A UTILITY POLE, 26.2 METERS (86.0 FT) SOUTHWEST OF THE
 BP0264'CENTERLINE OF THE HIGHWAY AND 9.2 METERS (30.2 FT) NORTHEAST OF THE
 BP0264'NEAR RAIL.
 BP0264'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BP0264'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0116 ***********************************************************************
 BQ0116  DESIGNATION -  F 1104
 BQ0116  PID         -  BQ0116
 BQ0116  STATE/COUNTY-  TX/PRESIDIO
 BQ0116  USGS QUAD   -  MARFA (1983)
 BQ0116
 BQ0116                         *CURRENT SURVEY CONTROL
 BQ0116  ___________________________________________________________________
 BQ0116* NAD 83(1986)-  30 19 09.     (N)    104 04 23.     (W)     SCALED    
 BQ0116* NAVD 88     -      1463.545  (meters)    4801.65   (feet)  ADJUSTED  
 BQ0116  ___________________________________________________________________
 BQ0116  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 BQ0116  DYNAMIC HT  -        1461.099 (meters)    4793.62  (feet)  COMP
 BQ0116  MODELED GRAV-     978,918.9   (mgal)                       NAVD 88
 BQ0116
 BQ0116  VERT ORDER  -  FIRST     CLASS II
 BQ0116
 BQ0116.The horizontal coordinates were scaled from a topographic map and have
 BQ0116.an estimated accuracy of +/- 6 seconds.
 BQ0116
 BQ0116.The orthometric height was determined by differential leveling
 BQ0116.and adjusted by the National Geodetic Survey in June 1991..
 BQ0116
 BQ0116.The geoid height was determined by GEOID03.
 BQ0116
 BQ0116.The dynamic height is computed by dividing the NAVD 88
 BQ0116.geopotential number by the normal gravity value computed on the
 BQ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0116.degrees latitude (g = 980.6199 gals.).
 BQ0116
 BQ0116.The modeled gravity was interpolated from observed gravity values.
 BQ0116
 BQ0116;                    North         East    Units  Estimated Accuracy
 BQ0116;SPC TXSC     - 4,286,090.      112,240.      MT  (+/- 180 meters Scaled)
 BQ0116
 BQ0116                          SUPERSEDED SURVEY CONTROL
 BQ0116
 BQ0116  NGVD 29 (??/??/92) 1462.947  (m)         4799.69   (f) ADJ UNCH    1 2
 BQ0116
 BQ0116.Superseded values are not recommended for survey control.
 BQ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0116.See file dsdata.txt to determine how the superseded data were derived.
 BQ0116
 BQ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP891545(NAD 83)
 BQ0116_MARKER: DB = BENCH MARK DISK
 BQ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0116_STAMPING: F 1104 1957
 BQ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0116+STABILITY: SURFACE MOTION
 BQ0116
 BQ0116  HISTORY     - Date     Condition        Report By
 BQ0116  HISTORY     - 1957     MONUMENTED       CGS
 BQ0116
 BQ0116                          STATION DESCRIPTION
 BQ0116
 BQ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0116'3.3 MI NW FROM MARFA.
 BQ0116'ABOUT 3.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0116'FROM THE STATION AT MARFA, 20 FEET WEST OF MILEPOST 636, 44 FEET SOUTH
 BQ0116'OF THE SOUTH RAIL, 5 1/2 NORTH OF A FENCE, 2 1/2 FEET WEST OF A WHITE
 BQ0116'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND IN
 BQ0116'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0042 ***********************************************************************
 BP0042  DESIGNATION -  F 1106
 BP0042  PID         -  BP0042
 BP0042  STATE/COUNTY-  TX/TERRELL
 BP0042  USGS QUAD   -  SANDERSON (1969)
 BP0042
 BP0042                         *CURRENT SURVEY CONTROL
 BP0042  ___________________________________________________________________
 BP0042* NAD 83(1986)-  30 08 48.     (N)    102 25 02.     (W)     SCALED    
 BP0042* NAVD 88     -       855.684  (meters)    2807.36   (feet)  ADJUSTED  
 BP0042  ___________________________________________________________________
 BP0042  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 BP0042  DYNAMIC HT  -         854.356 (meters)    2803.00  (feet)  COMP
 BP0042  MODELED GRAV-     979,061.6   (mgal)                       NAVD 88
 BP0042
 BP0042  VERT ORDER  -  FIRST     CLASS II
 BP0042
 BP0042.The horizontal coordinates were scaled from a topographic map and have
 BP0042.an estimated accuracy of +/- 6 seconds.
 BP0042
 BP0042.The orthometric height was determined by differential leveling
 BP0042.and adjusted by the National Geodetic Survey in June 1991..
 BP0042
 BP0042.The geoid height was determined by GEOID03.
 BP0042
 BP0042.The dynamic height is computed by dividing the NAVD 88
 BP0042.geopotential number by the normal gravity value computed on the
 BP0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0042.degrees latitude (g = 980.6199 gals.).
 BP0042
 BP0042.The modeled gravity was interpolated from observed gravity values.
 BP0042
 BP0042;                    North         East    Units  Estimated Accuracy
 BP0042;SPC TXSC     - 4,261,200.      270,830.      MT  (+/- 180 meters Scaled)
 BP0042
 BP0042                          SUPERSEDED SURVEY CONTROL
 BP0042
 BP0042  NGVD 29 (??/??/92)  855.401  (m)         2806.43   (f) ADJ UNCH    1 2
 BP0042
 BP0042.Superseded values are not recommended for survey control.
 BP0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0042.See file dsdata.txt to determine how the superseded data were derived.
 BP0042
 BP0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP487378(NAD 83)
 BP0042_MARKER: DB = BENCH MARK DISK
 BP0042_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0042_SP_SET: 11 1/2 FEET
 BP0042_STAMPING: F 1106 1957
 BP0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0042
 BP0042  HISTORY     - Date     Condition        Report By
 BP0042  HISTORY     - 1957     MONUMENTED       CGS
 BP0042  HISTORY     - 1969     MARK NOT FOUND   USGS
 BP0042  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0042
 BP0042                          STATION DESCRIPTION
 BP0042
 BP0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0042'1.1 MI W FROM SANDERSON.
 BP0042'ABOUT 1.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0042'STATION AT SANDERSON, 21 1/2 FEET WEST OF MILEPOST 517, 46 FEET SOUTH
 BP0042'OF THE SOUTH RAIL, 4 1/2 RAILS WEST OF THE WEST END OF TRESTLE NUMBER
 BP0042'516.91, 85 1/2 FEET NORTHEAST OF A POWER POLE WITH 2 GUY WIRES, IN
 BP0042'LINE WITH A ROW OF TELEPHONE POLES, 2 FEET EAST OF A WHITE WOODEN
 BP0042'WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 BP0042'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 11
 BP0042'1/2 FEET AND IS ENCASED IN A 4-INCH TILE PROJECTING 7 INCHES.
 BP0042
 BP0042                          STATION RECOVERY (1969)
 BP0042
 BP0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BP0042'MARK NOT FOUND.
 BP0042
 BP0042                          STATION RECOVERY (1981)
 BP0042
 BP0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0042'THIS AREA IS NOW A LARGE ROCK FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0075 ***********************************************************************
 BP0075  DESIGNATION -  F 1107
 BP0075  PID         -  BP0075
 BP0075  STATE/COUNTY-  TX/TERRELL
 BP0075  USGS QUAD   -  MOFETA (1969)
 BP0075
 BP0075                         *CURRENT SURVEY CONTROL
 BP0075  ___________________________________________________________________
 BP0075* NAD 83(1986)-  30 02 53.     (N)    102 07 40.     (W)     SCALED    
 BP0075* NAVD 88     -       650.902  (meters)    2135.50   (feet)  ADJUSTED  
 BP0075  ___________________________________________________________________
 BP0075  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BP0075  DYNAMIC HT  -         649.921 (meters)    2132.28  (feet)  COMP
 BP0075  MODELED GRAV-     979,115.3   (mgal)                       NAVD 88
 BP0075
 BP0075  VERT ORDER  -  FIRST     CLASS II
 BP0075
 BP0075.The horizontal coordinates were scaled from a topographic map and have
 BP0075.an estimated accuracy of +/- 6 seconds.
 BP0075
 BP0075.The orthometric height was determined by differential leveling
 BP0075.and adjusted by the National Geodetic Survey in June 1991..
 BP0075
 BP0075.The geoid height was determined by GEOID03.
 BP0075
 BP0075.The dynamic height is computed by dividing the NAVD 88
 BP0075.geopotential number by the normal gravity value computed on the
 BP0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0075.degrees latitude (g = 980.6199 gals.).
 BP0075
 BP0075.The modeled gravity was interpolated from observed gravity values.
 BP0075
 BP0075;                    North         East    Units  Estimated Accuracy
 BP0075;SPC TXSC     - 4,249,490.      298,410.      MT  (+/- 180 meters Scaled)
 BP0075
 BP0075                          SUPERSEDED SURVEY CONTROL
 BP0075
 BP0075  NGVD 29 (??/??/92)  650.706  (m)         2134.86   (f) ADJ UNCH    1 2
 BP0075
 BP0075.Superseded values are not recommended for survey control.
 BP0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0075.See file dsdata.txt to determine how the superseded data were derived.
 BP0075
 BP0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP769275(NAD 83)
 BP0075_MARKER: DB = BENCH MARK DISK
 BP0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0075_STAMPING: F 1107 1957
 BP0075_MARK LOGO: CGS   
 BP0075_PROJECTION: PROJECTING 10 CENTIMETERS
 BP0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0075+STABILITY: SURFACE MOTION
 BP0075
 BP0075  HISTORY     - Date     Condition        Report By
 BP0075  HISTORY     - 1957     MONUMENTED       CGS
 BP0075  HISTORY     - 1958     GOOD             NGS
 BP0075  HISTORY     - 1981     GOOD             NGS
 BP0075
 BP0075                          STATION DESCRIPTION
 BP0075
 BP0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0075'0.9 MI NW FROM DRYDEN.
 BP0075'ABOUT 0.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0075'FROM THE STATION AT DRYDEN, 26 FEET WEST OF THE 1ST POLE WEST OF
 BP0075'MILEPOST 486, 98 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 90, 51
 BP0075'1/2 FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF TELEPHONE
 BP0075'POLES, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 BP0075'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0075'PROJECTING 6 INCHES.
 BP0075
 BP0075                          STATION RECOVERY (1981)
 BP0075
 BP0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0075'1.4 KM (0.85 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0075'IN DRYDEN, 57.0 METERS (187.0 FT) WEST OF RAILROAD MILEPOST 486, 29.6
 BP0075'METERS (97.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 24.1 METERS
 BP0075'(79.1 FT) NORTHWEST OF A UTILITY POLE, 16.2 METERS (53.1 FT) SOUTH OF
 BP0075'THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD AND 0.7 METER (2.3 FT)
 BP0075'EAST OF A WOODEN WITNESS POST.
 BP0075'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BP0075'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0592 ***********************************************************************
 CD0592  DESIGNATION -  F 1108
 CD0592  PID         -  CD0592
 CD0592  STATE/COUNTY-  TX/HUDSPETH
 CD0592  USGS QUAD   -  ALLAMOORE (1964)
 CD0592
 CD0592                         *CURRENT SURVEY CONTROL
 CD0592  ___________________________________________________________________
 CD0592* NAD 83(1986)-  31 03 51.     (N)    105 07 19.     (W)     SCALED    
 CD0592* NAVD 88     -      1331.439  (meters)    4368.23   (feet)  ADJUSTED  
 CD0592  ___________________________________________________________________
 CD0592  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CD0592  DYNAMIC HT  -        1329.314 (meters)    4361.26  (feet)  COMP
 CD0592  MODELED GRAV-     978,998.5   (mgal)                       NAVD 88
 CD0592
 CD0592  VERT ORDER  -  FIRST     CLASS II
 CD0592
 CD0592.The horizontal coordinates were scaled from a topographic map and have
 CD0592.an estimated accuracy of +/- 6 seconds.
 CD0592
 CD0592.The orthometric height was determined by differential leveling
 CD0592.and adjusted by the National Geodetic Survey in June 1991..
 CD0592
 CD0592.The geoid height was determined by GEOID03.
 CD0592
 CD0592.The dynamic height is computed by dividing the NAVD 88
 CD0592.geopotential number by the normal gravity value computed on the
 CD0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0592.degrees latitude (g = 980.6199 gals.).
 CD0592
 CD0592.The modeled gravity was interpolated from observed gravity values.
 CD0592
 CD0592;                    North         East    Units  Estimated Accuracy
 CD0592;SPC TX C     - 3,164,750.      243,170.      MT  (+/- 180 meters Scaled)
 CD0592
 CD0592                          SUPERSEDED SURVEY CONTROL
 CD0592
 CD0592  NGVD 29 (??/??/92) 1330.874  (m)         4366.38   (f) ADJ UNCH    1 2
 CD0592
 CD0592.Superseded values are not recommended for survey control.
 CD0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0592.See file dsdata.txt to determine how the superseded data were derived.
 CD0592
 CD0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ883367(NAD 83)
 CD0592_MARKER: DB = BENCH MARK DISK
 CD0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0592_STAMPING: F 1108 1957
 CD0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0592+STABILITY: SURFACE MOTION
 CD0592
 CD0592  HISTORY     - Date     Condition        Report By
 CD0592  HISTORY     - 1957     MONUMENTED       CGS
 CD0592
 CD0592                          STATION DESCRIPTION
 CD0592
 CD0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0592'7.3 MI NW FROM HOT WELLS.
 CD0592'ABOUT 7.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0592'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 92 FEET NORTH-NORTHEAST OF
 CD0592'AND ACROSS THE TRACK FROM MILEPOST 721, 45 1/2 FEET SOUTH-SOUTHWEST OF
 CD0592'A OF THE NORTH-NORTHEAST RAIL, 1 1/2 FEET SOUTH-SOUTHWEST OF A FENCE,
 CD0592'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET LOWER THAN
 CD0592'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0297 ***********************************************************************
 CB0297  DESIGNATION -  F 111
 CB0297  PID         -  CB0297
 CB0297  STATE/COUNTY-  TX/STERLING
 CB0297  USGS QUAD   -  CUMBIE DRAW (1963)
 CB0297
 CB0297                         *CURRENT SURVEY CONTROL
 CB0297  ___________________________________________________________________
 CB0297* NAD 83(1986)-  31 50 37.     (N)    101 01 26.     (W)     SCALED    
 CB0297* NAVD 88     -       703.724  (meters)    2308.80   (feet)  ADJUSTED  
 CB0297  ___________________________________________________________________
 CB0297  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 CB0297  DYNAMIC HT  -         702.763 (meters)    2305.65  (feet)  COMP
 CB0297  MODELED GRAV-     979,250.8   (mgal)                       NAVD 88
 CB0297
 CB0297  VERT ORDER  -  FIRST     CLASS II
 CB0297
 CB0297.The horizontal coordinates were scaled from a topographic map and have
 CB0297.an estimated accuracy of +/- 6 seconds.
 CB0297
 CB0297.The orthometric height was determined by differential leveling
 CB0297.and adjusted by the National Geodetic Survey in June 1991..
 CB0297.WARNING-Repeat measurements at this control monument indicate possible
 CB0297.vertical movement.
 CB0297
 CB0297.The geoid height was determined by GEOID03.
 CB0297
 CB0297.The dynamic height is computed by dividing the NAVD 88
 CB0297.geopotential number by the normal gravity value computed on the
 CB0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0297.degrees latitude (g = 980.6199 gals.).
 CB0297
 CB0297.The modeled gravity was interpolated from observed gravity values.
 CB0297
 CB0297;                    North         East    Units  Estimated Accuracy
 CB0297;SPC TX C     - 3,241,540.      634,640.      MT  (+/- 180 meters Scaled)
 CB0297
 CB0297                          SUPERSEDED SURVEY CONTROL
 CB0297
 CB0297  NGVD 29 (??/??/92)  703.506  (m)         2308.09   (f) ADJ UNCH    1 2
 CB0297
 CB0297.Superseded values are not recommended for survey control.
 CB0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0297.See file dsdata.txt to determine how the superseded data were derived.
 CB0297
 CB0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA084248(NAD 83)
 CB0297_MARKER: DB = BENCH MARK DISK
 CB0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0297_STAMPING: 2308.010 F 111 1933
 CB0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0297+STABILITY: SURFACE MOTION
 CB0297
 CB0297  HISTORY     - Date     Condition        Report By
 CB0297  HISTORY     - 1933     MONUMENTED       CGS
 CB0297  HISTORY     - 1962     MARK NOT FOUND   USGS
 CB0297
 CB0297                          STATION DESCRIPTION
 CB0297
 CB0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CB0297'2.5 MI NW FROM STERLING CITY.
 CB0297'2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM STERLING CITY, STERLING
 CB0297'COUNTY, 500 FEET WEST OF A CURVE, MIDWAY BETWEEN TWO CULVERTS, AND 46
 CB0297'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 CB0297'STAMPED 2308.010 F 111 1933 AND SET IN THE TOP OF A CONCRETE POST
 CB0297'PROJECTING 2 INCHES ABOVE GROUND.
 CB0297
 CB0297                          STATION RECOVERY (1962)
 CB0297
 CB0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CB0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0231 ***********************************************************************
 AZ0231  DESIGNATION -  F 1111
 AZ0231  PID         -  AZ0231
 AZ0231  STATE/COUNTY-  TX/VAL VERDE
 AZ0231  USGS QUAD   -  SHUMLA (1973)
 AZ0231
 AZ0231                         *CURRENT SURVEY CONTROL
 AZ0231  ___________________________________________________________________
 AZ0231* NAD 83(1986)-  29 48 33.     (N)    101 28 56.     (W)     SCALED    
 AZ0231* NAVD 88     -       444.787  (meters)    1459.27   (feet)  POSTED    
 AZ0231  ___________________________________________________________________
 AZ0231  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AZ0231  DYNAMIC HT  -         444.140 (meters)    1457.15  (feet)  COMP
 AZ0231  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 AZ0231
 AZ0231  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0231
 AZ0231.The horizontal coordinates were scaled from a topographic map and have
 AZ0231.an estimated accuracy of +/- 6 seconds.
 AZ0231
 AZ0231.The orthometric height was determined by differential leveling
 AZ0231.and adjusted by the National Geodetic Survey in 1992..
 AZ0231.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0231.rate of 1.1 thru 2.0 mm/km.
 AZ0231
 AZ0231.The geoid height was determined by GEOID03.
 AZ0231
 AZ0231.The dynamic height is computed by dividing the NAVD 88
 AZ0231.geopotential number by the normal gravity value computed on the
 AZ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0231.degrees latitude (g = 980.6199 gals.).
 AZ0231
 AZ0231.The modeled gravity was interpolated from observed gravity values.
 AZ0231
 AZ0231;                    North         East    Units  Estimated Accuracy
 AZ0231;SPC TXSC     - 4,221,520.      360,090.      MT  (+/- 180 meters Scaled)
 AZ0231
 AZ0231                          SUPERSEDED SURVEY CONTROL
 AZ0231
 AZ0231  NGVD 29 (??/??/92)  444.673  (m)         1458.90   (f) ADJ UNCH    1 2
 AZ0231
 AZ0231.Superseded values are not recommended for survey control.
 AZ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0231.See file dsdata.txt to determine how the superseded data were derived.
 AZ0231
 AZ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU601002(NAD 83)
 AZ0231_MARKER: DB = BENCH MARK DISK
 AZ0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0231_SP_SET: CONCRETE BASE
 AZ0231_STAMPING: F 1111 1957
 AZ0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0231
 AZ0231  HISTORY     - Date     Condition        Report By
 AZ0231  HISTORY     - 1957     MONUMENTED       CGS
 AZ0231  HISTORY     - 1958     GOOD             NGS
 AZ0231
 AZ0231                          STATION DESCRIPTION
 AZ0231
 AZ0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0231'5.85 MI E FROM LANGTRY.
 AZ0231'ABOUT 5.85 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0231'THE STATION AT LANGTRY, 167 FEET SOUTHEAST OF MILEPOST 437, IN THE TOP
 AZ0231'OF THE CONCRETE BASE OF AN OLD ABANDONED SIGNAL ON THE ABANDONED
 AZ0231'GRADE, 86 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 11 FEET EAST OF THE
 AZ0231'CENTER LINE OF THE OLD GRADE, 1 FOOT ABOVE THE GROUND, AND ABOUT 2
 AZ0231'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0275 ***********************************************************************
 AZ0275  DESIGNATION -  F 1112
 AZ0275  PID         -  AZ0275
 AZ0275  STATE/COUNTY-  TX/VAL VERDE
 AZ0275  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0275
 AZ0275                         *CURRENT SURVEY CONTROL
 AZ0275  ___________________________________________________________________
 AZ0275* NAD 83(1986)-  29 31 16.     (N)    101 03 29.     (W)     SCALED    
 AZ0275* NAVD 88     -       345.915  (meters)    1134.89   (feet)  POSTED    
 AZ0275  ___________________________________________________________________
 AZ0275  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0275  DYNAMIC HT  -         345.410 (meters)    1133.23  (feet)  COMP
 AZ0275  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 AZ0275
 AZ0275  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0275
 AZ0275.The horizontal coordinates were scaled from a topographic map and have
 AZ0275.an estimated accuracy of +/- 6 seconds.
 AZ0275
 AZ0275.The orthometric height was determined by differential leveling
 AZ0275.and adjusted by the National Geodetic Survey in 1992..
 AZ0275.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0275.rate of 0.0 thru 1.0 mm/km.
 AZ0275
 AZ0275.The geoid height was determined by GEOID03.
 AZ0275
 AZ0275.The dynamic height is computed by dividing the NAVD 88
 AZ0275.geopotential number by the normal gravity value computed on the
 AZ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0275.degrees latitude (g = 980.6199 gals.).
 AZ0275
 AZ0275.The modeled gravity was interpolated from observed gravity values.
 AZ0275
 AZ0275;                    North         East    Units  Estimated Accuracy
 AZ0275;SPC TXSC     - 4,188,810.      400,520.      MT  (+/- 180 meters Scaled)
 AZ0275
 AZ0275                          SUPERSEDED SURVEY CONTROL
 AZ0275
 AZ0275  NGVD 29 (??/??/92)  345.836  (m)         1134.63   (f) ADJ UNCH    1 2
 AZ0275
 AZ0275.Superseded values are not recommended for survey control.
 AZ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0275.See file dsdata.txt to determine how the superseded data were derived.
 AZ0275
 AZ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT005674(NAD 83)
 AZ0275_MARKER: DB = BENCH MARK DISK
 AZ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0275_STAMPING: F 1112 1957
 AZ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0275+STABILITY: SURFACE MOTION
 AZ0275
 AZ0275  HISTORY     - Date     Condition        Report By
 AZ0275  HISTORY     - 1957     MONUMENTED       CGS
 AZ0275  HISTORY     - 1972     GOOD             USGS
 AZ0275  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0275
 AZ0275                          STATION DESCRIPTION
 AZ0275
 AZ0275'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AZ0275'15.0 MI SE FROM COMSTOCK.
 AZ0275'ABOUT 15 MILES SOUTHEAST ALONG HIGHWAY U. S. 90 FROM COMSTOCK, ABOUT
 AZ0275'0.4 MILES NORTHEAST OF HIGHWAY AND ABOUT 0.3 MILES WEST-NORTHWEST OF A
 AZ0275'LONE SHARP PEAK, 100 FEET SOUTHWEST OF AN OLD RAILROAD GRADE, 2 FEET
 AZ0275'NORTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 AZ0275'AND IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AZ0275
 AZ0275                          STATION RECOVERY (1998)
 AZ0275
 AZ0275'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0333 ***********************************************************************
 AZ0333  DESIGNATION -  F 1113
 AZ0333  PID         -  AZ0333
 AZ0333  STATE/COUNTY-  TX/TERRELL
 AZ0333  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0333
 AZ0333                         *CURRENT SURVEY CONTROL
 AZ0333  ___________________________________________________________________
 AZ0333* NAD 83(1986)-  29 57 58.     (N)    101 48 12.     (W)     SCALED    
 AZ0333* NAVD 88     -       513.513  (meters)    1684.75   (feet)  ADJUSTED  
 AZ0333  ___________________________________________________________________
 AZ0333  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AZ0333  DYNAMIC HT  -         512.753 (meters)    1682.26  (feet)  COMP
 AZ0333  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 AZ0333
 AZ0333  VERT ORDER  -  FIRST     CLASS II
 AZ0333
 AZ0333.The horizontal coordinates were scaled from a topographic map and have
 AZ0333.an estimated accuracy of +/- 6 seconds.
 AZ0333
 AZ0333.The orthometric height was determined by differential leveling
 AZ0333.and adjusted by the National Geodetic Survey in June 1991..
 AZ0333
 AZ0333.The geoid height was determined by GEOID03.
 AZ0333
 AZ0333.The dynamic height is computed by dividing the NAVD 88
 AZ0333.geopotential number by the normal gravity value computed on the
 AZ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0333.degrees latitude (g = 980.6199 gals.).
 AZ0333
 AZ0333.The modeled gravity was interpolated from observed gravity values.
 AZ0333
 AZ0333;                    North         East    Units  Estimated Accuracy
 AZ0333;SPC TXSC     - 4,239,620.      329,470.      MT  (+/- 180 meters Scaled)
 AZ0333
 AZ0333                          SUPERSEDED SURVEY CONTROL
 AZ0333
 AZ0333  NGVD 29 (??/??/92)  513.366  (m)         1684.27   (f) ADJ UNCH    1 2
 AZ0333
 AZ0333.Superseded values are not recommended for survey control.
 AZ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0333.See file dsdata.txt to determine how the superseded data were derived.
 AZ0333
 AZ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU294183(NAD 83)
 AZ0333_MARKER: DB = BENCH MARK DISK
 AZ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0333_STAMPING: F 1113 1957
 AZ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0333+STABILITY: SURFACE MOTION
 AZ0333
 AZ0333  HISTORY     - Date     Condition        Report By
 AZ0333  HISTORY     - 1957     MONUMENTED       CGS
 AZ0333  HISTORY     - 1958     GOOD             NGS
 AZ0333
 AZ0333                          STATION DESCRIPTION
 AZ0333
 AZ0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0333'19.05 MI NW FROM LANGTRY.
 AZ0333'ABOUT 19.05 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0333'FROM THE STATION AT LANGTRY, 112 FEET EAST OF THE 2ND POLE NORTHEAST
 AZ0333'OF MILEPOST 462, 161 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 62 FEET
 AZ0333'SOUTHEAST OF THE SOUTHEAST RIGHT OF WAY FENCE, 12 FEET SOUTH OF THE
 AZ0333'CENTER LINE OF AN OLD TRACK ROAD, 3 1/2 FEET NORTHEAST OF A CONCRETE
 AZ0333'WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK, AND IN THE
 AZ0333'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0420 ***********************************************************************
 BP0420  SACS        -  This is a Secondary Airport Control Station.
 BP0420  DESIGNATION -  F 1114
 BP0420  PID         -  BP0420
 BP0420  STATE/COUNTY-  TX/BREWSTER
 BP0420  USGS QUAD   -  ALPINE NORTH (1972)
 BP0420
 BP0420                         *CURRENT SURVEY CONTROL
 BP0420  ___________________________________________________________________
 BP0420* NAD 83(1993)-  30 23 54.76803(N)    103 40 51.39191(W)     ADJUSTED  
 BP0420* NAVD 88     -      1350.620  (meters)    4431.16   (feet)  ADJUSTED  
 BP0420  ___________________________________________________________________
 BP0420  X           -  -1,302,530.528 (meters)                     COMP
 BP0420  Y           -  -5,350,929.380 (meters)                     COMP
 BP0420  Z           -   3,209,231.443 (meters)                     COMP
 BP0420  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 BP0420  ELLIP HEIGHT-        1329.60  (meters)          (01/31/01) GPS OBS
 BP0420  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 BP0420  DYNAMIC HT  -        1348.448 (meters)    4424.03  (feet)  COMP
 BP0420  MODELED GRAV-     978,986.0   (mgal)                       NAVD 88
 BP0420  OBS GRAVITY -     978,985.7   (mgal)                       GRAV_OBS
 BP0420
 BP0420  HORZ ORDER  -  FIRST
 BP0420  VERT ORDER  -  FIRST     CLASS I
 BP0420  ELLP ORDER  -  FIFTH     CLASS I
 BP0420
 BP0420.This mark is at Alpine-Casparis Muni (E38) Airport (E38)
 BP0420
 BP0420.The horizontal coordinates were established by GPS observations
 BP0420.and adjusted by the National Geodetic Survey in February 1997..
 BP0420
 BP0420.The orthometric height was determined by differential leveling
 BP0420.and adjusted by the National Geodetic Survey in June 1991..
 BP0420
 BP0420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BP0420
 BP0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0420
 BP0420.The ellipsoidal height was determined by GPS observations
 BP0420.and is referenced to NAD 83.
 BP0420
 BP0420.The geoid height was determined by GEOID03.
 BP0420
 BP0420.The dynamic height is computed by dividing the NAVD 88
 BP0420.geopotential number by the normal gravity value computed on the
 BP0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0420.degrees latitude (g = 980.6199 gals.).
 BP0420
 BP0420.The modeled gravity was interpolated from observed gravity values.
 BP0420.The observed gravity was obtained from relative gravimeter ties
 BP0420.to the IGSN71 gravity network.
 BP0420
 BP0420;                    North         East     Units Scale Factor Converg.
 BP0420;SPC TXSC     - 4,293,310.621   150,273.125   MT  1.00003531   -2 17 35.7
 BP0420;SPC TXSC     -14,085,636.60    493,021.08   sFT  1.00003531   -2 17 35.7
 BP0420;UTM  13      - 3,363,687.046   626,714.152   MT  0.99979808   +0 40 03.2
 BP0420
 BP0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0420!SPC TXSC     -   0.99979124  x   1.00003531  =   0.99982654
 BP0420!UTM  13      -   0.99979124  x   0.99979808  =   0.99958936
 BP0420
 BP0420                          SUPERSEDED SURVEY CONTROL
 BP0420
 BP0420  ELLIP H (02/18/97) 1329.65   (m)                       GP(       ) 5 1
 BP0420  NAVD 88 (02/18/97) 1350.75   (m)         4431.6    (f) LEVELING    3  
 BP0420  NGVD 29 (??/??/92) 1350.175  (m)         4429.70   (f) ADJ UNCH    1 1
 BP0420
 BP0420.Superseded values are not recommended for survey control.
 BP0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0420.See file dsdata.txt to determine how the superseded data were derived.
 BP0420
 BP0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP2671463687(NAD 83)
 BP0420_MARKER: DB = BENCH MARK DISK
 BP0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0420_STAMPING: F 1114 1958
 BP0420_MARK LOGO: CGS   
 BP0420_MAGNETIC: N = NO MAGNETIC MATERIAL
 BP0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0420+STABILITY: SURFACE MOTION
 BP0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0420+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1995
 BP0420
 BP0420  HISTORY     - Date     Condition        Report By
 BP0420  HISTORY     - 1958     MONUMENTED       CGS
 BP0420  HISTORY     - 1977     GOOD             NGS
 BP0420  HISTORY     - 1981     GOOD             NGS
 BP0420  HISTORY     - 1988     GOOD             USPSQD
 BP0420  HISTORY     - 1989     GOOD             USPSQD
 BP0420  HISTORY     - 19950506 GOOD             NGS
 BP0420  HISTORY     - 19961007 GOOD             USPSQD
 BP0420  HISTORY     - 19990629 GOOD             NGS
 BP0420  HISTORY     - 20030214 GOOD             USPSQD
 BP0420
 BP0420                          STATION DESCRIPTION
 BP0420
 BP0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0420'3.05 MI NW FROM ALPINE.
 BP0420'ABOUT 3.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0420'NEW ORLEANS RAILROAD STATION AT ALPINE, 62 FEET NORTHEAST OF THE
 BP0420'CENTER LINE OF THE HIGHWAY, 0.1 MILE NORTHWEST OF A HIGHWAY BRIDGE,
 BP0420'0.1 MILE SOUTH OF A FARMHOUSE, 52 FEET SOUTHEAST OF THE CENTER LINE OF
 BP0420'A PRIVATE DRIVEWAY, 1 1/2 FEET SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST
 BP0420'OF A CONCRETE WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BP0420'PROJECTING 1 FOOT.
 BP0420
 BP0420                          STATION RECOVERY (1977)
 BP0420
 BP0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0420'RECOVERED IN GOOD CONDITION.
 BP0420
 BP0420                          STATION RECOVERY (1981)
 BP0420
 BP0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0420'RECOVERED IN GOOD CONDITION.
 BP0420
 BP0420                          STATION RECOVERY (1988)
 BP0420
 BP0420'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0420'RECOVERED IN GOOD CONDITION.
 BP0420
 BP0420                          STATION RECOVERY (1989)
 BP0420
 BP0420'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0420'RECOVERED IN GOOD CONDITION.
 BP0420
 BP0420                          STATION RECOVERY (1995)
 BP0420
 BP0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BP0420'THE STATION IS LOCATED ABOUT 5.26 KM (3.25 MI) NORTHWEST OF ALPINE, IN
 BP0420'THE GRASS, ALONG THE NORTHEAST SIDE HIGHWAY 118, SOUTHWEST OF A
 BP0420'BOUNDRY FENCE, AND SOUTHEAST OF A GATE.  OWNERSHIP--TEXAS HIGHWAY
 BP0420'DEPARTMENT.  TO REACH THE STATION FROM THE EASTBOUND JUNCTION OF U.S.
 BP0420'HIGHWAYS 67, 90 AND STATE HIGHWAY 118 IN ALPINE, GO NORTH ON HIGHWAY
 BP0420'118, 5.26 KM (3.25 MI) PASSED THE AIRPORT ENTRANCE ON THE LEFT, TO THE
 BP0420'STATION ON THE RIGHT, ALONG THE BOUNDRY FENCE.  STATION IS 18.4 M
 BP0420'(60.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 16.0 M (52.5 FT)
 BP0420'SOUTHEAST OF A DRIVEWAY AND GATE, 0.7 M (2.3 FT) SOUTHEAST OF A
 BP0420'CONCRETE BOUNDRY MARKER POST, 0.5 M (1.6 FT) SOUTHWEST OF A FENCE, 0.3
 BP0420'M (1.0 FT) NORTHWEST OF A METAL WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 BP0420'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS 0.1 M (0.3 FT) ABOVE THE
 BP0420'GROUND SURFACE.  NOTE--THIS STATION WAS SELECTED AS A SACS.
 BP0420
 BP0420                          STATION RECOVERY (1996)
 BP0420
 BP0420'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0420'RECOVERED IN GOOD CONDITION.
 BP0420
 BP0420                          STATION RECOVERY (1999)
 BP0420
 BP0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 BP0420'STATION IS 3.06 MILES (4.92 KM) NORTH ALONG S.H.  118 FROM ITS
 BP0420'INTERSECTION WITH EAST BOUND US  HIGHWAYS 90 AND 67 (ALSO SIGNED
 BP0420'HOLLAND ST.)
 BP0420
 BP0420                          STATION RECOVERY (2003)
 BP0420
 BP0420'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BP0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0470 ***********************************************************************
 BP0470  DESIGNATION -  F 1115
 BP0470  PID         -  BP0470
 BP0470  STATE/COUNTY-  TX/JEFF DAVIS
 BP0470  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0470
 BP0470                         *CURRENT SURVEY CONTROL
 BP0470  ___________________________________________________________________
 BP0470* NAD 83(1986)-  30 43 34.     (N)    103 47 02.     (W)     SCALED    
 BP0470* NAVD 88     -      1339.283  (meters)    4393.96   (feet)  POSTED    
 BP0470  ___________________________________________________________________
 BP0470  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 BP0470  DYNAMIC HT  -        1337.160 (meters)    4387.00  (feet)  COMP
 BP0470  MODELED GRAV-     979,006.6   (mgal)                       NAVD 88
 BP0470
 BP0470  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0470
 BP0470.The horizontal coordinates were scaled from a topographic map and have
 BP0470.an estimated accuracy of +/- 6 seconds.
 BP0470
 BP0470.The orthometric height was determined by differential leveling
 BP0470.and adjusted by the National Geodetic Survey in 1992..
 BP0470.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0470.rate of 2.1 thru 3.0 mm/km.
 BP0470
 BP0470.The geoid height was determined by GEOID03.
 BP0470
 BP0470.The dynamic height is computed by dividing the NAVD 88
 BP0470.geopotential number by the normal gravity value computed on the
 BP0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0470.degrees latitude (g = 980.6199 gals.).
 BP0470
 BP0470.The modeled gravity was interpolated from observed gravity values.
 BP0470
 BP0470;                    North         East    Units  Estimated Accuracy
 BP0470;SPC TX C     - 3,122,570.      369,610.      MT  (+/- 180 meters Scaled)
 BP0470
 BP0470                          SUPERSEDED SURVEY CONTROL
 BP0470
 BP0470  NGVD 29 (??/??/92) 1338.830  (m)         4392.48   (f) ADJ UNCH    2 0
 BP0470
 BP0470.Superseded values are not recommended for survey control.
 BP0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0470.See file dsdata.txt to determine how the superseded data were derived.
 BP0470
 BP0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP164998(NAD 83)
 BP0470_MARKER: DB = BENCH MARK DISK
 BP0470_SETTING: 66 = SET IN ROCK OUTCROP
 BP0470_SP_SET: ROCK OUTCROP
 BP0470_STAMPING: F 1115 1958
 BP0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0470+STABILITY: POSITION/ELEVATION WELL
 BP0470
 BP0470  HISTORY     - Date     Condition        Report By
 BP0470  HISTORY     - 1958     MONUMENTED       CGS
 BP0470  HISTORY     - 1989     GOOD             USPSQD
 BP0470  HISTORY     - 19961011 GOOD             USPSQD
 BP0470
 BP0470                          STATION DESCRIPTION
 BP0470
 BP0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0470'14.0 MI NE FROM FORT DAVIS.
 BP0470'ABOUT 14.0 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0470'COURTHOUSE AT FORT DAVIS, IN THE TOP OF A ROCK OUTCROP PROTRUDING FROM
 BP0470'A ROCKY HILLSIDE, 277 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.7
 BP0470'MILE NORTHWEST OF THE TOP OF WILD ROSE PASS, WEST OF AND AT THE FOOT
 BP0470'OF A STEEP ROCKY HILL, 215 FEET EAST OF A FENCE, 62 FEET EAST OF THE
 BP0470'CENTER LINE OF A DRY CREEK BED, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 BP0470'HIGHWAY.
 BP0470
 BP0470                          STATION RECOVERY (1989)
 BP0470
 BP0470'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0470'RECOVERED IN GOOD CONDITION.
 BP0470
 BP0470                          STATION RECOVERY (1996)
 BP0470
 BP0470'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0422 ***********************************************************************
 CC0422  DESIGNATION -  F 1116
 CC0422  PID         -  CC0422
 CC0422  STATE/COUNTY-  TX/REEVES
 CC0422  USGS QUAD   -  VERHALEN SOUTH (1970)
 CC0422
 CC0422                         *CURRENT SURVEY CONTROL
 CC0422  ___________________________________________________________________
 CC0422* NAD 83(1986)-  31 05 58.     (N)    103 36 02.     (W)     SCALED    
 CC0422* NAVD 88     -       866.934  (meters)    2844.27   (feet)  POSTED    
 CC0422  ___________________________________________________________________
 CC0422  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CC0422  DYNAMIC HT  -         865.650 (meters)    2840.05  (feet)  COMP
 CC0422  MODELED GRAV-     979,133.4   (mgal)                       NAVD 88
 CC0422
 CC0422  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0422
 CC0422.The horizontal coordinates were scaled from a topographic map and have
 CC0422.an estimated accuracy of +/- 6 seconds.
 CC0422
 CC0422.The orthometric height was determined by differential leveling
 CC0422.and adjusted by the National Geodetic Survey in 1992..
 CC0422.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0422.rate of 1.1 thru 2.0 mm/km.
 CC0422
 CC0422.The geoid height was determined by GEOID03.
 CC0422
 CC0422.The dynamic height is computed by dividing the NAVD 88
 CC0422.geopotential number by the normal gravity value computed on the
 CC0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0422.degrees latitude (g = 980.6199 gals.).
 CC0422
 CC0422.The modeled gravity was interpolated from observed gravity values.
 CC0422
 CC0422;                    North         East    Units  Estimated Accuracy
 CC0422;SPC TX C     - 3,163,410.      388,370.      MT  (+/- 180 meters Scaled)
 CC0422
 CC0422                          SUPERSEDED SURVEY CONTROL
 CC0422
 CC0422  NGVD 29 (??/??/92)  866.726  (m)         2843.58   (f) ADJ UNCH    2 0
 CC0422
 CC0422.Superseded values are not recommended for survey control.
 CC0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0422.See file dsdata.txt to determine how the superseded data were derived.
 CC0422
 CC0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ334414(NAD 83)
 CC0422_MARKER: DB = BENCH MARK DISK
 CC0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0422_STAMPING: F 1116 1958
 CC0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0422+STABILITY: SURFACE MOTION
 CC0422
 CC0422  HISTORY     - Date     Condition        Report By
 CC0422  HISTORY     - 1958     MONUMENTED       CGS
 CC0422
 CC0422                          STATION DESCRIPTION
 CC0422
 CC0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CC0422'5.35 MI NE FROM SARAGOSA.
 CC0422'ABOUT 5.35 MILES NORTHEAST ALONG THE PECOS VALLEY SOUTHERN RAILWAY
 CC0422'FROM THE STATION AT SARAGOSA, 19 1/2 FEET NORTHWEST OF MILEPOST 24, 33
 CC0422'FEET EAST OF THE EAST RAIL, 0.15 MILE SOUTH OF A ROAD CROSSING, 63 1/2
 CC0422'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 17, 350 FEET NORTHWEST
 CC0422'OF AND ACROSS THE HIGHWAY FROM A PINK STUCCO HOUSE, 12 FEET WEST OF A
 CC0422'ROW OF TELEPHONE POLES, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, IN
 CC0422'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, AND ABOUT 2 FEET BELOW
 CC0422'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0412 ***********************************************************************
 CD0412  DESIGNATION -  F 1117
 CD0412  PID         -  CD0412
 CD0412  STATE/COUNTY-  TX/HUDSPETH
 CD0412  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0412
 CD0412                         *CURRENT SURVEY CONTROL
 CD0412  ___________________________________________________________________
 CD0412* NAD 83(1986)-  31 44 50.     (N)    105 13 18.     (W)     SCALED    
 CD0412* NAVD 88     -      1225.654  (meters)    4021.17   (feet)  ADJUSTED  
 CD0412  ___________________________________________________________________
 CD0412  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0412  DYNAMIC HT  -        1223.826 (meters)    4015.17  (feet)  COMP
 CD0412  MODELED GRAV-     979,105.7   (mgal)                       NAVD 88
 CD0412
 CD0412  VERT ORDER  -  FIRST     CLASS I
 CD0412
 CD0412.The horizontal coordinates were scaled from a topographic map and have
 CD0412.an estimated accuracy of +/- 6 seconds.
 CD0412
 CD0412.The orthometric height was determined by differential leveling
 CD0412.and adjusted by the National Geodetic Survey in June 1991..
 CD0412
 CD0412.The geoid height was determined by GEOID03.
 CD0412
 CD0412.The dynamic height is computed by dividing the NAVD 88
 CD0412.geopotential number by the normal gravity value computed on the
 CD0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0412.degrees latitude (g = 980.6199 gals.).
 CD0412
 CD0412.The modeled gravity was interpolated from observed gravity values.
 CD0412
 CD0412;                    North         East    Units  Estimated Accuracy
 CD0412;SPC TX C     - 3,240,820.      236,990.      MT  (+/- 180 meters Scaled)
 CD0412
 CD0412                          SUPERSEDED SURVEY CONTROL
 CD0412
 CD0412  NGVD 29 (??/??/92) 1225.135  (m)         4019.46   (f) ADJ UNCH    1 1
 CD0412
 CD0412.Superseded values are not recommended for survey control.
 CD0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0412.See file dsdata.txt to determine how the superseded data were derived.
 CD0412
 CD0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR790124(NAD 83)
 CD0412_MARKER: DB = BENCH MARK DISK
 CD0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0412_STAMPING: F 1117 1958
 CD0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0412+STABILITY: SURFACE MOTION
 CD0412
 CD0412  HISTORY     - Date     Condition        Report By
 CD0412  HISTORY     - 1958     MONUMENTED       CGS
 CD0412  HISTORY     - 1976     GOOD             NGS
 CD0412  HISTORY     - 1977     GOOD             NGS
 CD0412
 CD0412                          STATION DESCRIPTION
 CD0412
 CD0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0412'71.1 MI E FROM EL PASO.
 CD0412'ABOUT 71.1 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0412'OF LOOP 16 AT EL PASO, 85 FEET NORTH OF THE CENTER LINE OF THE
 CD0412'HIGHWAY, ABOUT 0.1 MILE EAST OF THE JUNCTION OF A ROAD LEADING TO A
 CD0412'SMALL BUILDING, 79 FEET NORTHEAST OF THE NORTH END OF A 24-INCH TUBE
 CD0412'CULVERT, 2 FEET SOUTH OF A FENCE, 2 FEET WEST OF A CONCRETE WITNESS
 CD0412'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 CD0412'CONCRETE POST PROJECTING 6 INCHES.
 CD0412
 CD0412                          STATION RECOVERY (1976)
 CD0412
 CD0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0412'RECOVERED IN GOOD CONDITION.
 CD0412
 CD0412                          STATION RECOVERY (1977)
 CD0412
 CD0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0412'31.95 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0412'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 1.15 MILES WEST OF THE
 CD0412'JUNCTION OF FARM ROAD 1437, 85.5 FT. NORTH OF THE CENTER LINE OF
 CD0412'THE HIGHWAY, 0.1 MILE EAST OF A DIRT ROAD LEADING SOUTH TO A
 CD0412'SMALL BUILDING, 74 FT. NORTHEAST OF THE NORTH END OF A 36-INCH
 CD0412'CORRUGRATED STEEL PIPE CULVERT UNDER THE HIGHWAY, 57. FT. EAST OF A
 CD0412'TELEPHONE POLE, 2 FT. SOUTH OF THE RIGHT OF WAY FENCE, WITNESS POST
 CD0412'IS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0134 ***********************************************************************
 CE0134  DESIGNATION -  F 1118
 CE0134  PID         -  CE0134
 CE0134  STATE/COUNTY-  TX/EL PASO
 CE0134  USGS QUAD   -  FORT BLISS SE (1994)
 CE0134
 CE0134                         *CURRENT SURVEY CONTROL
 CE0134  ___________________________________________________________________
 CE0134* NAD 83(1986)-  31 47 32.     (N)    106 22 26.     (W)     SCALED    
 CE0134* NAVD 88     -      1205.483  (meters)    3954.99   (feet)  POSTED    
 CE0134  ___________________________________________________________________
 CE0134  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CE0134  DYNAMIC HT  -        1203.630 (meters)    3948.91  (feet)  COMP
 CE0134  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 CE0134
 CE0134  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CE0134
 CE0134.The horizontal coordinates were scaled from a topographic map and have
 CE0134.an estimated accuracy of +/- 6 seconds.
 CE0134
 CE0134.The orthometric height was determined by differential leveling
 CE0134.and adjusted by the National Geodetic Survey in 1992..
 CE0134.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CE0134.rate of 4.1 thru 8.0 mm/km.
 CE0134
 CE0134.The geoid height was determined by GEOID03.
 CE0134
 CE0134.The dynamic height is computed by dividing the NAVD 88
 CE0134.geopotential number by the normal gravity value computed on the
 CE0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0134.degrees latitude (g = 980.6199 gals.).
 CE0134
 CE0134.The modeled gravity was interpolated from observed gravity values.
 CE0134
 CE0134;                    North         East    Units  Estimated Accuracy
 CE0134;SPC TX C     - 3,251,170.      128,220.      MT  (+/- 180 meters Scaled)
 CE0134
 CE0134                          SUPERSEDED SURVEY CONTROL
 CE0134
 CE0134  NGVD 29 (??/??/92) 1204.906  (m)         3953.10   (f) ADJ UNCH    1 2
 CE0134
 CE0134.Superseded values are not recommended for survey control.
 CE0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0134.See file dsdata.txt to determine how the superseded data were derived.
 CE0134
 CE0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR699182(NAD 83)
 CE0134_MARKER: DB = BENCH MARK DISK
 CE0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0134_STAMPING: F 1118 1958
 CE0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0134+STABILITY: SURFACE MOTION
 CE0134
 CE0134  HISTORY     - Date     Condition        Report By
 CE0134  HISTORY     - 1958     MONUMENTED       CGS
 CE0134  HISTORY     - 1962     GOOD             NGS
 CE0134  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0134  HISTORY     - 19920427 MARK NOT FOUND   USGS
 CE0134
 CE0134                          STATION DESCRIPTION
 CE0134
 CE0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0134'2.75 MI E FROM EL PASO.
 CE0134'ABOUT 2.75 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0134'OF LOOP 16 AT EL PASO, 66 FEET SOUTH OF THE CENTER LINE OF THE
 CE0134'HIGHWAY, 116 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A TRAIL
 CE0134'ROAD, 61 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD, 15 FEET SOUTH
 CE0134'OF A POWER POLE, 2 1/2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT 1
 CE0134'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CE0134'PROJECTING 6 INCHES.
 CE0134
 CE0134                          STATION RECOVERY (1962)
 CE0134
 CE0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CE0134'RECOVERED IN GOOD CONDITION.
 CE0134
 CE0134                          STATION RECOVERY (1981)
 CE0134
 CE0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0134'MARK NOT FOUND.
 CE0134
 CE0134                          STATION RECOVERY (1992)
 CE0134
 CE0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0679 ***********************************************************************
 CD0679  DESIGNATION -  F 1119
 CD0679  PID         -  CD0679
 CD0679  STATE/COUNTY-  TX/HUDSPETH
 CD0679  USGS QUAD   -  BUCKHORN DRAW WEST (1979)
 CD0679
 CD0679                         *CURRENT SURVEY CONTROL
 CD0679  ___________________________________________________________________
 CD0679* NAD 83(1986)-  31 50 20.     (N)    105 50 28.     (W)     SCALED    
 CD0679* NAVD 88     -      1633.165  (meters)    5358.14   (feet)  ADJUSTED  
 CD0679  ___________________________________________________________________
 CD0679  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0679  DYNAMIC HT  -        1630.601 (meters)    5349.73  (feet)  COMP
 CD0679  MODELED GRAV-     979,010.9   (mgal)                       NAVD 88
 CD0679
 CD0679  VERT ORDER  -  FIRST     CLASS II
 CD0679
 CD0679.The horizontal coordinates were scaled from a topographic map and have
 CD0679.an estimated accuracy of +/- 6 seconds.
 CD0679
 CD0679.The orthometric height was determined by differential leveling
 CD0679.and adjusted by the National Geodetic Survey in June 1991..
 CD0679
 CD0679.The geoid height was determined by GEOID03.
 CD0679
 CD0679.The dynamic height is computed by dividing the NAVD 88
 CD0679.geopotential number by the normal gravity value computed on the
 CD0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0679.degrees latitude (g = 980.6199 gals.).
 CD0679
 CD0679.The modeled gravity was interpolated from observed gravity values.
 CD0679
 CD0679;                    North         East    Units  Estimated Accuracy
 CD0679;SPC TX C     - 3,253,720.      178,860.      MT  (+/- 180 meters Scaled)
 CD0679
 CD0679                          SUPERSEDED SURVEY CONTROL
 CD0679
 CD0679  NGVD 29 (??/??/92) 1632.397  (m)         5355.62   (f) ADJ UNCH    1 2
 CD0679
 CD0679.Superseded values are not recommended for survey control.
 CD0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0679.See file dsdata.txt to determine how the superseded data were derived.
 CD0679
 CD0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR204228(NAD 83)
 CD0679_MARKER: DB = BENCH MARK DISK
 CD0679_SETTING: 66 = SET IN ROCK OUTCROP
 CD0679_SP_SET: ROCK LEDGE
 CD0679_STAMPING: F 1119 1958
 CD0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0679+STABILITY: POSITION/ELEVATION WELL
 CD0679
 CD0679  HISTORY     - Date     Condition        Report By
 CD0679  HISTORY     - 1958     MONUMENTED       CGS
 CD0679  HISTORY     - 1981     GOOD             NGS
 CD0679
 CD0679                          STATION DESCRIPTION
 CD0679
 CD0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0679'35.9 MI E FROM EL PASO.
 CD0679'ABOUT 35.9 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0679'JUNCTION OF LOOP 16 AT EL PASO, IN THE TOP OF A ROCK LEDGE OF A SMALL
 CD0679'ROCK CLIFF, 44 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 CD0679'35 YARDS NORTHEAST OF THE SOUTHWEST END OF A ROCK CUT, 8 FEET BELOW
 CD0679'THE TOP OF THE CLIFF, 3 FEET ABOVE THE BOTTOM OF THE DITCH, AND ABOUT
 CD0679'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 CD0679
 CD0679                          STATION RECOVERY (1981)
 CD0679
 CD0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0679'58.0 KM (36.05 MI) EASTERLY ALONG U. S. HIGHWAY 62 AND 180 (PAISANO
 CD0679'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0679'0.6 KM (0.4 MI) WEST OF A DIRT CROSS ROAD WITH TWO WHITE METAL
 CD0679'GATES, IN TOP CENTER OF A ROCK LEDGE OF A HIGHWAY ROCK CUT 3 FT
 CD0679'ABOVE THE GROUND SURFACE, 32.0 METERS (105.0 FT) NORTHEAST OF THE
 CD0679'SOUTHWEST END OF THE CUT BANK AND 15.1 METERS (49.6 FT) SOUTHEAST
 CD0679'OF THE CENTERLINE OF THE HIGHWAY.
 CD0679'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CD0679'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0009 ***********************************************************************
 CU0009  DESIGNATION -  F 112
 CU0009  PID         -  CU0009
 CU0009  STATE/COUNTY-  TX/FISHER
 CU0009  USGS QUAD   -  BUSBY (1969)
 CU0009
 CU0009                         *CURRENT SURVEY CONTROL
 CU0009  ___________________________________________________________________
 CU0009* NAD 83(1986)-  32 34 11.     (N)    100 23 03.     (W)     SCALED    
 CU0009* NAVD 88     -       654.000  (meters)    2145.66   (feet)  ADJUSTED  
 CU0009  ___________________________________________________________________
 CU0009  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CU0009  DYNAMIC HT  -         653.133 (meters)    2142.82  (feet)  COMP
 CU0009  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 CU0009
 CU0009  VERT ORDER  -  FIRST     CLASS II
 CU0009
 CU0009.The horizontal coordinates were scaled from a topographic map and have
 CU0009.an estimated accuracy of +/- 6 seconds.
 CU0009
 CU0009.The orthometric height was determined by differential leveling
 CU0009.and adjusted by the National Geodetic Survey in June 1991..
 CU0009
 CU0009.The geoid height was determined by GEOID03.
 CU0009
 CU0009.The dynamic height is computed by dividing the NAVD 88
 CU0009.geopotential number by the normal gravity value computed on the
 CU0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0009.degrees latitude (g = 980.6199 gals.).
 CU0009
 CU0009.The modeled gravity was interpolated from observed gravity values.
 CU0009
 CU0009;                    North         East    Units  Estimated Accuracy
 CU0009;SPC TXNC     - 2,101,730.      423,100.      MT  (+/- 180 meters Scaled)
 CU0009
 CU0009                          SUPERSEDED SURVEY CONTROL
 CU0009
 CU0009  NGVD 29 (??/??/92)  653.772  (m)         2144.92   (f) ADJ UNCH    1 2
 CU0009
 CU0009.Superseded values are not recommended for survey control.
 CU0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0009.See file dsdata.txt to determine how the superseded data were derived.
 CU0009
 CU0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB700044(NAD 83)
 CU0009_MARKER: DB = BENCH MARK DISK
 CU0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0009_SP_SET: PIER
 CU0009_STAMPING: 2144.917 F 112 1933
 CU0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0009
 CU0009  HISTORY     - Date     Condition        Report By
 CU0009  HISTORY     - 1933     MONUMENTED       CGS
 CU0009  HISTORY     - 1958     GOOD             NGS
 CU0009
 CU0009                          STATION DESCRIPTION
 CU0009
 CU0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0009'7.6 MI N FROM SWEETWATER.
 CU0009'IN FISHER COUNTY, 7.6 MILES NORTH ALONG THE PANHANDLE AND SANTA FE
 CU0009'RAILWAY FROM SWEETWATER, NOLAN COUNTY, AT MILEAGE 632.7, AT AN
 CU0009'OVERHEAD CROSSING, IN THE NORTHEAST PIER, AND 2 FEET HIGHER THAN THE
 CU0009'GROUND.  A STANDARD DISK, STAMPED 2144.917 F 112 1933 AND SET
 CU0009'VERTICALLY.  NOTE-- IT IS ABOUT 1 FOOT HIGHER THAN THE TRACK, SET IN
 CU0009'THE NORTHEAST PIER AND FACES THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0139 ***********************************************************************
 CV0139  DESIGNATION -  F 1120
 CV0139  PID         -  CV0139
 CV0139  STATE/COUNTY-  TX/ANDREWS
 CV0139  USGS QUAD   -  Y T RANCH (1971)
 CV0139
 CV0139                         *CURRENT SURVEY CONTROL
 CV0139  ___________________________________________________________________
 CV0139* NAD 83(1986)-  32 07 22.     (N)    102 58 40.     (W)     SCALED    
 CV0139* NAVD 88     -       969.170  (meters)    3179.69   (feet)  ADJUSTED  
 CV0139  ___________________________________________________________________
 CV0139  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CV0139  DYNAMIC HT  -         967.823 (meters)    3175.27  (feet)  COMP
 CV0139  MODELED GRAV-     979,215.8   (mgal)                       NAVD 88
 CV0139
 CV0139  VERT ORDER  -  SECOND    CLASS 0
 CV0139
 CV0139.The horizontal coordinates were scaled from a topographic map and have
 CV0139.an estimated accuracy of +/- 6 seconds.
 CV0139
 CV0139.The orthometric height was determined by differential leveling
 CV0139.and adjusted by the National Geodetic Survey in June 1991..
 CV0139
 CV0139.The geoid height was determined by GEOID03.
 CV0139
 CV0139.The dynamic height is computed by dividing the NAVD 88
 CV0139.geopotential number by the normal gravity value computed on the
 CV0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0139.degrees latitude (g = 980.6199 gals.).
 CV0139
 CV0139.The modeled gravity was interpolated from observed gravity values.
 CV0139
 CV0139;                    North         East    Units  Estimated Accuracy
 CV0139;SPC TXNC     - 2,059,580.      177,570.      MT  (+/- 180 meters Scaled)
 CV0139
 CV0139                          SUPERSEDED SURVEY CONTROL
 CV0139
 CV0139  NGVD 29 (??/??/92)  968.767  (m)         3178.36   (f) ADJ UNCH    2 0
 CV0139
 CV0139.Superseded values are not recommended for survey control.
 CV0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0139.See file dsdata.txt to determine how the superseded data were derived.
 CV0139
 CV0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR907558(NAD 83)
 CV0139_MARKER: DB = BENCH MARK DISK
 CV0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0139_STAMPING: F 1120 1958
 CV0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0139+STABILITY: SURFACE MOTION
 CV0139
 CV0139  HISTORY     - Date     Condition        Report By
 CV0139  HISTORY     - 1958     MONUMENTED       CGS
 CV0139
 CV0139                          STATION DESCRIPTION
 CV0139
 CV0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0139'13.1 MI E FROM JAL, NEW MEXICO.
 CV0139'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0139'STATION AT JAL, THENCE 12.4 MILES EAST ALONG STATE HIGHWAY 128, 60
 CV0139'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH A ROW OF
 CV0139'TELEPHONE POLES, 96 FEET WEST OF A TELEPHONE POLE, 2 FEET SOUTH OF THE
 CV0139'NORTH RIGHT OF WAY FENCE, 2 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 CV0139'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0139'PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0581 ***********************************************************************
 CU0581  DESIGNATION -  F 1124
 CU0581  PID         -  CU0581
 CU0581  STATE/COUNTY-  TX/HOWARD
 CU0581  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0581
 CU0581                         *CURRENT SURVEY CONTROL
 CU0581  ___________________________________________________________________
 CU0581* NAD 83(1986)-  32 17 49.     (N)    101 27 32.     (W)     SCALED    
 CU0581* NAVD 88     -       769.448  (meters)    2524.43   (feet)  ADJUSTED  
 CU0581  ___________________________________________________________________
 CU0581  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CU0581  DYNAMIC HT  -         768.393 (meters)    2520.97  (feet)  COMP
 CU0581  MODELED GRAV-     979,242.1   (mgal)                       NAVD 88
 CU0581
 CU0581  VERT ORDER  -  SECOND    CLASS 0
 CU0581
 CU0581.The horizontal coordinates were scaled from a topographic map and have
 CU0581.an estimated accuracy of +/- 6 seconds.
 CU0581
 CU0581.The orthometric height was determined by differential leveling
 CU0581.and adjusted by the National Geodetic Survey in June 1991..
 CU0581
 CU0581.The geoid height was determined by GEOID03.
 CU0581
 CU0581.The dynamic height is computed by dividing the NAVD 88
 CU0581.geopotential number by the normal gravity value computed on the
 CU0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0581.degrees latitude (g = 980.6199 gals.).
 CU0581
 CU0581.The modeled gravity was interpolated from observed gravity values.
 CU0581
 CU0581;                    North         East    Units  Estimated Accuracy
 CU0581;SPC TXNC     - 2,073,820.      321,360.      MT  (+/- 180 meters Scaled)
 CU0581
 CU0581                          SUPERSEDED SURVEY CONTROL
 CU0581
 CU0581  NGVD 29 (??/??/92)  769.175  (m)         2523.53   (f) ADJ UNCH    2 0
 CU0581
 CU0581.Superseded values are not recommended for survey control.
 CU0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0581.See file dsdata.txt to determine how the superseded data were derived.
 CU0581
 CU0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA684760(NAD 83)
 CU0581_MARKER: DB = BENCH MARK DISK
 CU0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0581_SP_SET: SILL
 CU0581_STAMPING: F 1124 1965
 CU0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0581
 CU0581  HISTORY     - Date     Condition        Report By
 CU0581  HISTORY     - 1965     MONUMENTED       CGS
 CU0581
 CU0581                          STATION DESCRIPTION
 CU0581
 CU0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CU0581'3.35 MI NE FROM BIG SPRING.
 CU0581'0.35 MI. NE ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0581'BIG SPRING, THENCE 3.0 MI. ALONG STATE HIGHWAY 350 NORTH AND
 CU0581'NORTHEAST, TO CONCRETE BRIDGE OVER DRY WASH AND BENCH MARK ON THE
 CU0581'RIGHT (SE).  21.5 FT. SE OF THE CENTERLINE OF THE HIGHWAY.  1.5 FT.
 CU0581'LOWER THAN THE BRIDGE DECK.  ON THE EAST CORNER OF THE BRIDGE.  A
 CU0581'STANDARD BENCH MARK DISK, STAMPED F 1124 1965, SET IN A DRILL HOLE
 CU0581'FLUSH WITH THE TOP AND IN THE SOUTH END OF THE CONCRETE SILL
 CU0581'SUPPORTING THE NORTHEAST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0170 ***********************************************************************
 CV0170  DESIGNATION -  F 1125
 CV0170  PID         -  CV0170
 CV0170  STATE/COUNTY-  TX/ANDREWS
 CV0170  USGS QUAD   -  ANDREWS (1970)
 CV0170
 CV0170                         *CURRENT SURVEY CONTROL
 CV0170  ___________________________________________________________________
 CV0170* NAD 83(1986)-  32 19 11.     (N)    102 32 50.     (W)     SCALED    
 CV0170* NAVD 88     -       968.128  (meters)    3176.27   (feet)  ADJUSTED  
 CV0170  ___________________________________________________________________
 CV0170  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CV0170  DYNAMIC HT  -         966.783 (meters)    3171.85  (feet)  COMP
 CV0170  MODELED GRAV-     979,216.7   (mgal)                       NAVD 88
 CV0170
 CV0170  VERT ORDER  -  SECOND    CLASS 0
 CV0170
 CV0170.The horizontal coordinates were scaled from a topographic map and have
 CV0170.an estimated accuracy of +/- 6 seconds.
 CV0170
 CV0170.The orthometric height was determined by differential leveling
 CV0170.and adjusted by the National Geodetic Survey in June 1991..
 CV0170
 CV0170.The geoid height was determined by GEOID03.
 CV0170
 CV0170.The dynamic height is computed by dividing the NAVD 88
 CV0170.geopotential number by the normal gravity value computed on the
 CV0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0170.degrees latitude (g = 980.6199 gals.).
 CV0170
 CV0170.The modeled gravity was interpolated from observed gravity values.
 CV0170
 CV0170;                    North         East    Units  Estimated Accuracy
 CV0170;SPC TXNC     - 2,079,760.      219,010.      MT  (+/- 180 meters Scaled)
 CV0170
 CV0170                          SUPERSEDED SURVEY CONTROL
 CV0170
 CV0170  NGVD 29 (??/??/92)  967.696  (m)         3174.85   (f) ADJ UNCH    2 0
 CV0170
 CV0170.Superseded values are not recommended for survey control.
 CV0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0170.See file dsdata.txt to determine how the superseded data were derived.
 CV0170
 CV0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR309785(NAD 83)
 CV0170_MARKER: DB = BENCH MARK DISK
 CV0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0170_STAMPING: F 1125 1958
 CV0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0170+STABILITY: SURFACE MOTION
 CV0170
 CV0170  HISTORY     - Date     Condition        Report By
 CV0170  HISTORY     - 1958     MONUMENTED       CGS
 CV0170
 CV0170                          STATION DESCRIPTION
 CV0170
 CV0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0170'IN ANDREWS.
 CV0170'AT ANDREWS, AT THE COUNTY COURTHOUSE, 79 FEET SOUTHEAST OF THE EAST
 CV0170'CORNER OF THE COURTHOUSE, 112 FEET SOUTHWEST OF THE CENTER LINE OF
 CV0170'MAIN STREET, 44 FEET NORTHWEST OF THE CENTER LINE OF AVENUE A, 8
 CV0170'INCHES NORTHWEST OF THE SIDEWALK, AND IN THE TOP OF A CONCRETE POST
 CV0170'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0092 ***********************************************************************
 CV0092  DESIGNATION -  F 1126
 CV0092  PID         -  CV0092
 CV0092  STATE/COUNTY-  TX/MARTIN
 CV0092  USGS QUAD   -  BIRD RANCH (1966)
 CV0092
 CV0092                         *CURRENT SURVEY CONTROL
 CV0092  ___________________________________________________________________
 CV0092* NAD 83(1986)-  32 19 14.     (N)    102 10 14.     (W)     SCALED    
 CV0092* NAVD 88     -       895.053  (meters)    2936.52   (feet)  ADJUSTED  
 CV0092  ___________________________________________________________________
 CV0092  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CV0092  DYNAMIC HT  -         893.799 (meters)    2932.41  (feet)  COMP
 CV0092  MODELED GRAV-     979,208.9   (mgal)                       NAVD 88
 CV0092
 CV0092  VERT ORDER  -  SECOND    CLASS 0
 CV0092
 CV0092.The horizontal coordinates were scaled from a topographic map and have
 CV0092.an estimated accuracy of +/- 6 seconds.
 CV0092
 CV0092.The orthometric height was determined by differential leveling
 CV0092.and adjusted by the National Geodetic Survey in June 1991..
 CV0092
 CV0092.The geoid height was determined by GEOID03.
 CV0092
 CV0092.The dynamic height is computed by dividing the NAVD 88
 CV0092.geopotential number by the normal gravity value computed on the
 CV0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0092.degrees latitude (g = 980.6199 gals.).
 CV0092
 CV0092.The modeled gravity was interpolated from observed gravity values.
 CV0092
 CV0092;                    North         East    Units  Estimated Accuracy
 CV0092;SPC TXNC     - 2,078,550.      254,460.      MT  (+/- 180 meters Scaled)
 CV0092
 CV0092                          SUPERSEDED SURVEY CONTROL
 CV0092
 CV0092  NGVD 29 (??/??/92)  894.701  (m)         2935.36   (f) ADJ UNCH    2 0
 CV0092
 CV0092.Superseded values are not recommended for survey control.
 CV0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0092.See file dsdata.txt to determine how the superseded data were derived.
 CV0092
 CV0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR663794(NAD 83)
 CV0092_MARKER: DB = BENCH MARK DISK
 CV0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0092_STAMPING: F 1126 1958
 CV0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0092+STABILITY: SURFACE MOTION
 CV0092
 CV0092  HISTORY     - Date     Condition        Report By
 CV0092  HISTORY     - 1958     MONUMENTED       CGS
 CV0092  HISTORY     - 20030102 POOR             TXDOT
 CV0092
 CV0092                          STATION DESCRIPTION
 CV0092
 CV0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0092'21.9 MI E FROM ANDREWS.
 CV0092'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0092'COURTHOUSE AT ANDREWS, THENCE 21.8 MILES EAST ALONG STATE HIGHWAY 176,
 CV0092'AT THE JUNCTION OF STATE HIGHWAY 176 AND 349, 158 FEET NORTH OF THE
 CV0092'CENTER LINE OF STATE HIGHWAY 176, 177 FEET NORTHEAST OF THE CENTER
 CV0092'LINE OF STATE HIGHWAY 349, 1 FOOT SOUTH OF THE RIGHT OF WAY FENCE, 2
 CV0092'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CV0092'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CV0092
 CV0092                          STATION RECOVERY (2003)
 CV0092
 CV0092'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0092'DISK INTACT, CONCRETE POST UPROOTED IN GRASSY AREA BETWEEN NORTH MAIN
 CV0092'LANES OF SH 176 AND EAST MAIN LANES OF SH 349
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0091 ***********************************************************************
 CV0091  DESIGNATION -  F 1126 RESET 1968
 CV0091  PID         -  CV0091
 CV0091  STATE/COUNTY-  TX/MARTIN
 CV0091  USGS QUAD   -  BIRD RANCH (1966)
 CV0091
 CV0091                         *CURRENT SURVEY CONTROL
 CV0091  ___________________________________________________________________
 CV0091* NAD 83(1986)-  32 19 14.     (N)    102 10 14.     (W)     SCALED    
 CV0091* NAVD 88     -       894.28   (+/-2cm)    2934.0    (feet)  VERTCON   
 CV0091  ___________________________________________________________________
 CV0091  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CV0091
 CV0091  VERT ORDER  -  THIRD (See Below)
 CV0091
 CV0091.The horizontal coordinates were scaled from a topographic map and have
 CV0091.an estimated accuracy of +/- 6 seconds.
 CV0091
 CV0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0091.The vertical order pertains to the NGVD 29 superseded value.
 CV0091
 CV0091.The geoid height was determined by GEOID03.
 CV0091
 CV0091;                    North         East    Units  Estimated Accuracy
 CV0091;SPC TXNC     - 2,078,550.      254,460.      MT  (+/- 180 meters Scaled)
 CV0091
 CV0091                          SUPERSEDED SURVEY CONTROL
 CV0091
 CV0091  NGVD 29 (01/29/03)  893.92   (m)         2932.8    (f) RESET       3  
 CV0091
 CV0091.Superseded values are not recommended for survey control.
 CV0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0091.See file dsdata.txt to determine how the superseded data were derived.
 CV0091
 CV0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR663794(NAD 83)
 CV0091_MARKER: DB = BENCH MARK DISK
 CV0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0091_STAMPING: F 1126 RESET 1968
 CV0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0091+STABILITY: SURFACE MOTION
 CV0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CV0091+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2003
 CV0091
 CV0091  HISTORY     - Date     Condition        Report By
 CV0091  HISTORY     - 1968     MONUMENTED       TXHD
 CV0091  HISTORY     - 20030106 GOOD             TXDOT
 CV0091
 CV0091                          STATION DESCRIPTION
 CV0091
 CV0091'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 CV0091'23.4 MI N FROM MIDLAND.
 CV0091'ABOUT 23.35 MILES NORTH ALONG STATE HIGHWAY 349 FROM ITS JUNCTION WITH
 CV0091'U.S. HIGHWAY 80 IN MIDLAND, THENCE 0.05 MILE ALONG STATE HIGHWAY 349
 CV0091'FROM THE OVERPASS WHICH IS THE JUNCTION OF STATE HIGHWAY 176 TO SITE
 CV0091'OF BENCH MARK, 510 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 176,
 CV0091'77 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 349 AND 10 FEET
 CV0091'EAST OF THE RIGHT-OF-WAY FENCE.  A C AND GS BENCH MARK DISK SET IN A
 CV0091'CONCRETE POST WHICH IS 6 INCHES IN DIAMETER AND PROJECTS ABOUT 3
 CV0091'INCHES ABOVE SURFACE OF THE GROUND.
 CV0091
 CV0091                          STATION RECOVERY (2003)
 CV0091
 CV0091'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (JCW)
 CV0091'FENCE HAS BEEN MOVED SINCE 1968. MARK IS NOW 0.3 FEET NORTHEAST OF THE
 CV0091'NORTHEAST RIGHT-OF-WAY FENCE AND 13 FEET SOUTHEAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0163 ***********************************************************************
 CV0163  DESIGNATION -  F 1127
 CV0163  PID         -  CV0163
 CV0163  STATE/COUNTY-  TX/ANDREWS
 CV0163  USGS QUAD   -  LAZY X RANCH (1971)
 CV0163
 CV0163                         *CURRENT SURVEY CONTROL
 CV0163  ___________________________________________________________________
 CV0163* NAD 83(1986)-  32 16 05.     (N)    102 37 54.     (W)     SCALED    
 CV0163* NAVD 88     -       972.821  (meters)    3191.66   (feet)  ADJUSTED  
 CV0163  ___________________________________________________________________
 CV0163  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CV0163  DYNAMIC HT  -         971.474 (meters)    3187.24  (feet)  COMP
 CV0163  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 CV0163
 CV0163  VERT ORDER  -  SECOND    CLASS 0
 CV0163
 CV0163.The horizontal coordinates were scaled from a topographic map and have
 CV0163.an estimated accuracy of +/- 6 seconds.
 CV0163
 CV0163.The orthometric height was determined by differential leveling
 CV0163.and adjusted by the National Geodetic Survey in June 1991..
 CV0163
 CV0163.The geoid height was determined by GEOID03.
 CV0163
 CV0163.The dynamic height is computed by dividing the NAVD 88
 CV0163.geopotential number by the normal gravity value computed on the
 CV0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0163.degrees latitude (g = 980.6199 gals.).
 CV0163
 CV0163.The modeled gravity was interpolated from observed gravity values.
 CV0163
 CV0163;                    North         East    Units  Estimated Accuracy
 CV0163;SPC TXNC     - 2,074,340.      210,840.      MT  (+/- 180 meters Scaled)
 CV0163
 CV0163                          SUPERSEDED SURVEY CONTROL
 CV0163
 CV0163  NGVD 29 (??/??/92)  972.399  (m)         3190.28   (f) ADJ UNCH    2 0
 CV0163
 CV0163.Superseded values are not recommended for survey control.
 CV0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0163.See file dsdata.txt to determine how the superseded data were derived.
 CV0163
 CV0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR230726(NAD 83)
 CV0163_MARKER: DB = BENCH MARK DISK
 CV0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0163_STAMPING: F 1127 1958
 CV0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0163+STABILITY: SURFACE MOTION
 CV0163
 CV0163  HISTORY     - Date     Condition        Report By
 CV0163  HISTORY     - 1958     MONUMENTED       CGS
 CV0163
 CV0163                          STATION DESCRIPTION
 CV0163
 CV0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0163'6.3 MI SW FROM ANDREWS.
 CV0163'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0163'COURTHOUSE AT ANDREWS, THENCE 6.2 MILES SOUTHWEST ALONG STATE HIGHWAY
 CV0163'115, 58 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH
 CV0163'A ROW OF TELEPHONE POLES, 31 FEET SOUTHWEST OF A TELEPHONE POLE, 2
 CV0163'FEET SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, 2 FEET NORTHEAST
 CV0163'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN
 CV0163'THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0097 ***********************************************************************
 CV0097  DESIGNATION -  F 1128
 CV0097  PID         -  CV0097
 CV0097  STATE/COUNTY-  TX/MARTIN
 CV0097  USGS QUAD   -  NORTH CURTIS RANCH (1966)
 CV0097
 CV0097                         *CURRENT SURVEY CONTROL
 CV0097  ___________________________________________________________________
 CV0097* NAD 83(1986)-  32 08 40.     (N)    102 03 33.     (W)     SCALED    
 CV0097* NAVD 88     -       861.587  (meters)    2826.72   (feet)  ADJUSTED  
 CV0097  ___________________________________________________________________
 CV0097  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 CV0097  DYNAMIC HT  -         860.379 (meters)    2822.76  (feet)  COMP
 CV0097  MODELED GRAV-     979,208.1   (mgal)                       NAVD 88
 CV0097
 CV0097  VERT ORDER  -  SECOND    CLASS 0
 CV0097
 CV0097.The horizontal coordinates were scaled from a topographic map and have
 CV0097.an estimated accuracy of +/- 6 seconds.
 CV0097
 CV0097.The orthometric height was determined by differential leveling
 CV0097.and adjusted by the National Geodetic Survey in June 1991..
 CV0097
 CV0097.The geoid height was determined by GEOID03.
 CV0097
 CV0097.The dynamic height is computed by dividing the NAVD 88
 CV0097.geopotential number by the normal gravity value computed on the
 CV0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0097.degrees latitude (g = 980.6199 gals.).
 CV0097
 CV0097.The modeled gravity was interpolated from observed gravity values.
 CV0097
 CV0097;                    North         East    Units  Estimated Accuracy
 CV0097;SPC TXNC     - 2,058,670.      264,280.      MT  (+/- 180 meters Scaled)
 CV0097
 CV0097                          SUPERSEDED SURVEY CONTROL
 CV0097
 CV0097  NGVD 29 (??/??/92)  861.221  (m)         2825.52   (f) ADJ UNCH    2 0
 CV0097
 CV0097.Superseded values are not recommended for survey control.
 CV0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0097.See file dsdata.txt to determine how the superseded data were derived.
 CV0097
 CV0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR773602(NAD 83)
 CV0097_MARKER: DB = BENCH MARK DISK
 CV0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0097_STAMPING: F 1128 1958
 CV0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0097+STABILITY: SURFACE MOTION
 CV0097
 CV0097  HISTORY     - Date     Condition        Report By
 CV0097  HISTORY     - 1958     MONUMENTED       CGS
 CV0097
 CV0097                          STATION DESCRIPTION
 CV0097
 CV0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0097'12.45 MI N FROM MIDLAND.
 CV0097'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0097'MIDLAND, THENCE 9.2 MILES NORTHWEST ALONG STATE HIGHWAY 349, THENCE
 CV0097'2.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD TO THE GEORGE GLASS RANCH
 CV0097'HOUSE, THENCE 1.25 MILE NORTHWEST ALONG THE RUNWAY, 144 FEET NORTHEAST
 CV0097'OF THE CENTER LINE OF THE RUNWAY, 326 FEET SOUTHWEST OF A FENCE, ABOUT
 CV0097'0.25 MILE NORTHWEST OF THE HANGAR, 2 FEET SOUTH OF A WHITE WOODEN
 CV0097'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0407 ***********************************************************************
 CC0407  DESIGNATION -  F 1129
 CC0407  PID         -  CC0407
 CC0407  STATE/COUNTY-  TX/REEVES
 CC0407  USGS QUAD   -  SOTOL HILL (1970)
 CC0407
 CC0407                         *CURRENT SURVEY CONTROL
 CC0407  ___________________________________________________________________
 CC0407* NAD 83(1986)-  31 02 06.     (N)    103 57 53.     (W)     SCALED    
 CC0407* NAVD 88     -      1145.451  (meters)    3758.03   (feet)  POSTED    
 CC0407  ___________________________________________________________________
 CC0407  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 CC0407  DYNAMIC HT  -        1143.690 (meters)    3752.26  (feet)  COMP
 CC0407  MODELED GRAV-     979,063.6   (mgal)                       NAVD 88
 CC0407
 CC0407  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0407
 CC0407.The horizontal coordinates were scaled from a topographic map and have
 CC0407.an estimated accuracy of +/- 6 seconds.
 CC0407
 CC0407.The orthometric height was determined by differential leveling
 CC0407.and adjusted by the National Geodetic Survey in 1992..
 CC0407.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0407.rate of 1.1 thru 2.0 mm/km.
 CC0407
 CC0407.The geoid height was determined by GEOID03.
 CC0407
 CC0407.The dynamic height is computed by dividing the NAVD 88
 CC0407.geopotential number by the normal gravity value computed on the
 CC0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0407.degrees latitude (g = 980.6199 gals.).
 CC0407
 CC0407.The modeled gravity was interpolated from observed gravity values.
 CC0407
 CC0407;                    North         East    Units  Estimated Accuracy
 CC0407;SPC TX C     - 3,157,340.      353,420.      MT  (+/- 180 meters Scaled)
 CC0407
 CC0407                          SUPERSEDED SURVEY CONTROL
 CC0407
 CC0407  NGVD 29 (??/??/92) 1145.022  (m)         3756.63   (f) ADJ UNCH    2 0
 CC0407
 CC0407.Superseded values are not recommended for survey control.
 CC0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0407.See file dsdata.txt to determine how the superseded data were derived.
 CC0407
 CC0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ988339(NAD 83)
 CC0407_MARKER: DB = BENCH MARK DISK
 CC0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0407_STAMPING: F 1129 1958
 CC0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0407+STABILITY: SURFACE MOTION
 CC0407
 CC0407  HISTORY     - Date     Condition        Report By
 CC0407  HISTORY     - 1958     MONUMENTED       CGS
 CC0407
 CC0407                          STATION DESCRIPTION
 CC0407
 CC0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CC0407'13.55 MI NW FROM TOYAHVALE.
 CC0407'ABOUT 13.55 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST
 CC0407'OFFICE AT TOYAHVALE, 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 CC0407'HIGHWAY, 0.15 MILE NORTHWEST OF A CONCRETE HIGHWAY BRIDGE, 2 FEET
 CC0407'SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 CC0407'3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 CC0407'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0544 ***********************************************************************
 DO0544  DESIGNATION -  F 113
 DO0544  PID         -  DO0544
 DO0544  STATE/COUNTY-  TX/KNOX
 DO0544  USGS QUAD   -  BENJAMIN (1967)
 DO0544
 DO0544                         *CURRENT SURVEY CONTROL
 DO0544  ___________________________________________________________________
 DO0544* NAD 83(1986)-  33 36 21.     (N)    099 48 56.     (W)     SCALED    
 DO0544* NAVD 88     -       456.913  (meters)    1499.06   (feet)  ADJUSTED  
 DO0544  ___________________________________________________________________
 DO0544  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DO0544  DYNAMIC HT  -         456.377 (meters)    1497.30  (feet)  COMP
 DO0544  MODELED GRAV-     979,450.9   (mgal)                       NAVD 88
 DO0544
 DO0544  VERT ORDER  -  FIRST     CLASS II
 DO0544
 DO0544.The horizontal coordinates were scaled from a topographic map and have
 DO0544.an estimated accuracy of +/- 6 seconds.
 DO0544
 DO0544.The orthometric height was determined by differential leveling
 DO0544.and adjusted by the National Geodetic Survey in June 1991..
 DO0544.WARNING-Repeat measurements at this control monument indicate possible
 DO0544.vertical movement.
 DO0544
 DO0544.The geoid height was determined by GEOID03.
 DO0544
 DO0544.The dynamic height is computed by dividing the NAVD 88
 DO0544.geopotential number by the normal gravity value computed on the
 DO0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0544.degrees latitude (g = 980.6199 gals.).
 DO0544
 DO0544.The modeled gravity was interpolated from observed gravity values.
 DO0544
 DO0544;                    North         East    Units  Estimated Accuracy
 DO0544;SPC TXNC     - 2,215,800.      477,920.      MT  (+/- 180 meters Scaled)
 DO0544
 DO0544                          SUPERSEDED SURVEY CONTROL
 DO0544
 DO0544  NGVD 29 (??/??/92)  456.763  (m)         1498.56   (f) ADJ UNCH    1 2
 DO0544
 DO0544.Superseded values are not recommended for survey control.
 DO0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0544.See file dsdata.txt to determine how the superseded data were derived.
 DO0544
 DO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC243187(NAD 83)
 DO0544_MARKER: DB = BENCH MARK DISK
 DO0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0544_STAMPING: 1498.59 F 113 1933
 DO0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0544+STABILITY: SURFACE MOTION
 DO0544
 DO0544  HISTORY     - Date     Condition        Report By
 DO0544  HISTORY     - 1933     MONUMENTED       CGS
 DO0544  HISTORY     - 1958     GOOD             NGS
 DO0544
 DO0544                          STATION DESCRIPTION
 DO0544
 DO0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0544'1.6 MI N FROM BENJAMIN.
 DO0544'1.6 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0544'BENJAMIN, KNOX COUNTY, 250 FEET SOUTH OF MILEPOST 549, AT THE TOP OF A
 DO0544'CUT, 80 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND NEAR A
 DO0544'FENCE.  A STANDARD DISK, STAMPED 1498.59 F 113 1933 AND SET IN THE TOP
 DO0544'OF A CONCRETE POST.  NOTE-- IT IS ABOUT 40 FEET NORTHWEST OF A T-FENCE
 DO0544'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0382 ***********************************************************************
 EN0382  DESIGNATION -  F 1131
 EN0382  PID         -  EN0382
 EN0382  STATE/COUNTY-  TX/RANDALL
 EN0382  USGS QUAD   -  CANYON (1984)
 EN0382
 EN0382                         *CURRENT SURVEY CONTROL
 EN0382  ___________________________________________________________________
 EN0382* NAD 83(1986)-  34 58 57.     (N)    101 57 46.     (W)     SCALED    
 EN0382* NAVD 88     -      1094.466  (meters)    3590.76   (feet)  ADJUSTED  
 EN0382  ___________________________________________________________________
 EN0382  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 EN0382  DYNAMIC HT  -        1093.135 (meters)    3586.39  (feet)  COMP
 EN0382  MODELED GRAV-     979,380.9   (mgal)                       NAVD 88
 EN0382
 EN0382  VERT ORDER  -  FIRST     CLASS II
 EN0382
 EN0382.The horizontal coordinates were scaled from a topographic map and have
 EN0382.an estimated accuracy of +/- 6 seconds.
 EN0382
 EN0382.The orthometric height was determined by differential leveling
 EN0382.and adjusted by the National Geodetic Survey in June 1991..
 EN0382
 EN0382.The geoid height was determined by GEOID03.
 EN0382
 EN0382.The dynamic height is computed by dividing the NAVD 88
 EN0382.geopotential number by the normal gravity value computed on the
 EN0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0382.degrees latitude (g = 980.6199 gals.).
 EN0382
 EN0382.The modeled gravity was interpolated from observed gravity values.
 EN0382
 EN0382;                    North         East    Units  Estimated Accuracy
 EN0382;SPC TX N     - 1,109,100.      157,750.      MT  (+/- 180 meters Scaled)
 EN0382
 EN0382                          SUPERSEDED SURVEY CONTROL
 EN0382
 EN0382  NGVD 29 (??/??/92) 1093.975  (m)         3589.15   (f) ADJ UNCH    1 2
 EN0382
 EN0382.Superseded values are not recommended for survey control.
 EN0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0382.See file dsdata.txt to determine how the superseded data were derived.
 EN0382
 EN0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD295751(NAD 83)
 EN0382_MARKER: DB = BENCH MARK DISK
 EN0382_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EN0382_SP_SET: 29 FT
 EN0382_STAMPING: F 1131 1958
 EN0382_MARK LOGO: CGS   
 EN0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0382
 EN0382  HISTORY     - Date     Condition        Report By
 EN0382  HISTORY     - 1958     MONUMENTED       CGS
 EN0382  HISTORY     - 1984     GOOD             NGS
 EN0382
 EN0382                          STATION DESCRIPTION
 EN0382
 EN0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EN0382'1.6 MI W FROM CANYON.
 EN0382'ABOUT 1.6 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EN0382'STATION AT CANYON, 135 FEET NORTHEAST OF MILE POST 572, 93 FEET NORTH
 EN0382'OF THE NEAR RAIL OF THE MAIN TRACK, 10 FEET NORTH OF A TELEPHONE POLE,
 EN0382'4 FEET SOUTH OF A FENCE, 2 1/2 FEET WEST OF A METAL WITNESS POST,
 EN0382'ABOUT 2 FEET BELOW THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 EN0382'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 29 FEET AND IS ENCASED IN A
 EN0382'6-INCH TILE PROJECTING 8 INCHES.
 EN0382
 EN0382                          STATION RECOVERY (1984)
 EN0382
 EN0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1248 ***********************************************************************
 CS1248  DESIGNATION -  F 1134
 CS1248  PID         -  CS1248
 CS1248  STATE/COUNTY-  TX/DALLAS
 CS1248  USGS QUAD   -  IRVING (1981)
 CS1248
 CS1248                         *CURRENT SURVEY CONTROL
 CS1248  ___________________________________________________________________
 CS1248* NAD 83(1986)-  32 48 50.     (N)    096 55 17.     (W)     SCALED    
 CS1248* NAVD 88     -       147.411  (meters)     483.63   (feet)  ADJUSTED  
 CS1248  ___________________________________________________________________
 CS1248  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CS1248  DYNAMIC HT  -         147.242 (meters)     483.08  (feet)  COMP
 CS1248  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 CS1248
 CS1248  VERT ORDER  -  FIRST     CLASS II
 CS1248
 CS1248.The horizontal coordinates were scaled from a topographic map and have
 CS1248.an estimated accuracy of +/- 6 seconds.
 CS1248
 CS1248.The orthometric height was determined by differential leveling
 CS1248.and adjusted by the National Geodetic Survey in June 1991..
 CS1248
 CS1248.The geoid height was determined by GEOID03.
 CS1248
 CS1248.The dynamic height is computed by dividing the NAVD 88
 CS1248.geopotential number by the normal gravity value computed on the
 CS1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1248.degrees latitude (g = 980.6199 gals.).
 CS1248
 CS1248.The modeled gravity was interpolated from observed gravity values.
 CS1248
 CS1248;                    North         East    Units  Estimated Accuracy
 CS1248;SPC TXNC     - 2,128,330.      747,810.      MT  (+/- 180 meters Scaled)
 CS1248
 CS1248                          SUPERSEDED SURVEY CONTROL
 CS1248
 CS1248  NGVD 29 (??/??/92)  147.427  (m)          483.68   (f) ADJ UNCH    1 2
 CS1248
 CS1248.Superseded values are not recommended for survey control.
 CS1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1248.See file dsdata.txt to determine how the superseded data were derived.
 CS1248
 CS1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB946325(NAD 83)
 CS1248_MARKER: DB = BENCH MARK DISK
 CS1248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1248_SP_SET: CURB
 CS1248_STAMPING: F 1134 1958
 CS1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1248
 CS1248  HISTORY     - Date     Condition        Report By
 CS1248  HISTORY     - 1958     MONUMENTED       CGS
 CS1248
 CS1248                          STATION DESCRIPTION
 CS1248
 CS1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CS1248'4.4 MI SW FROM DALLAS.
 CS1248'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 183, OR LOOP 12, FROM
 CS1248'THE TRAFFIC CIRCLE AT THE JUNCTION OF STATE HIGHWAY 114, THENCE ABOUT
 CS1248'1.75 MILES SOUTH ALONG LOOP 12, 14 1/2 FEET WEST OF THE CENTER LINE OF
 CS1248'LOOP 12, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE CURB OF THE
 CS1248'BRIDGE OVER THE ROCK ISLAND AND BURLINGTON RAILROAD, AND ABOUT 1 FOOT
 CS1248'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0439 ***********************************************************************
 AV0439  DESIGNATION -  F 1135
 AV0439  PID         -  AV0439
 AV0439  STATE/COUNTY-  TX/JEFFERSON
 AV0439  USGS QUAD   -  SABINE PASS (1993)
 AV0439
 AV0439                         *CURRENT SURVEY CONTROL
 AV0439  ___________________________________________________________________
 AV0439* NAD 83(1986)-  29 42 13.     (N)    093 56 00.     (W)     SCALED    
 AV0439* NAVD 88     -         1.82   (+/-2cm)       6.0    (feet)  VERTCON   
 AV0439  ___________________________________________________________________
 AV0439  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AV0439
 AV0439  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0439
 AV0439.The horizontal coordinates were scaled from a topographic map and have
 AV0439.an estimated accuracy of +/- 6 seconds.
 AV0439
 AV0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0439.The vertical order pertains to the NGVD 29 superseded value.
 AV0439
 AV0439.The geoid height was determined by GEOID03.
 AV0439
 AV0439;                    North         East    Units  Estimated Accuracy
 AV0439;SPC TXSC     - 4,217,900.    1,090,100.      MT  (+/- 180 meters Scaled)
 AV0439
 AV0439                          SUPERSEDED SURVEY CONTROL
 AV0439
 AV0439  NGVD 29 (??/??/??)    1.809  (m)            5.93   (f) ADJUSTED    1 2
 AV0439
 AV0439.Superseded values are not recommended for survey control.
 AV0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0439.See file dsdata.txt to determine how the superseded data were derived.
 AV0439
 AV0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN097863(NAD 83)
 AV0439_MARKER: DB = BENCH MARK DISK
 AV0439_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AV0439_SP_SET: 48 FEET
 AV0439_STAMPING: F 1135 1958
 AV0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0439
 AV0439  HISTORY     - Date     Condition        Report By
 AV0439  HISTORY     - 1958     MONUMENTED       CGS
 AV0439  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0439  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AV0439  HISTORY     - 1987     POOR             USPSQD
 AV0439  HISTORY     - 19880921 POOR             USPSQD
 AV0439  HISTORY     - 1989     POOR             USPSQD
 AV0439  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0439  HISTORY     - 1989     POOR             USPSQD
 AV0439  HISTORY     - 1989     POOR             USPSQD
 AV0439  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 AV0439  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 AV0439  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 AV0439  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0439  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0439  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 AV0439
 AV0439                          STATION DESCRIPTION
 AV0439
 AV0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0439'3.15 MI SW FROM SABINE PASS.
 AV0439'ABOUT 3.15 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK
 AV0439'DOWLING MONUMENT AT SABINE PASS, 52 FEET SOUTHEAST OF THE CENTER LINE
 AV0439'OF THE HIGHWAY, ABOUT 200 FEET NORTHEAST OF THE CENTER ONE OF THREE
 AV0439'HOUSES, 14 FEET NORTHWEST OF A POWER POLE SUPPORTING A TRANSFORMER, 1
 AV0439'FOOT SOUTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST,
 AV0439'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON TOP OF A 5/8-INCH
 AV0439'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED
 AV0439'IN A 6-INCH TILE PROJECTING 5 INCHES.
 AV0439
 AV0439                          STATION RECOVERY (1984)
 AV0439
 AV0439'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0439'MARK NOT FOUND.
 AV0439
 AV0439                          STATION RECOVERY (1985)
 AV0439
 AV0439'RECOVERY NOTE BY US POWER SQUADRON 1985
 AV0439'MARK NOT FOUND.
 AV0439
 AV0439                          STATION RECOVERY (1987)
 AV0439
 AV0439'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0439'MARK RECOVERED IN POOR CONDITION.
 AV0439
 AV0439                          STATION RECOVERY (1988)
 AV0439
 AV0439'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AV0439'MARK RECOVERED IN POOR CONDITION.
 AV0439
 AV0439                          STATION RECOVERY (1989)
 AV0439
 AV0439'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0439'MARK RECOVERED IN POOR CONDITION.
 AV0439
 AV0439                          STATION RECOVERY (1989)
 AV0439
 AV0439'RECOVERY NOTE BY US POWER SQUADRON 1989 (GBW)
 AV0439'MARK NOT FOUND.
 AV0439
 AV0439                          STATION RECOVERY (1989)
 AV0439
 AV0439'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0439'MARK RECOVERED IN POOR CONDITION.
 AV0439
 AV0439                          STATION RECOVERY (1989)
 AV0439
 AV0439'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0439'MARK RECOVERED IN POOR CONDITION.
 AV0439
 AV0439                          STATION RECOVERY (1993)
 AV0439
 AV0439'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0439'MARK NOT FOUND.
 AV0439
 AV0439                          STATION RECOVERY (1994)
 AV0439
 AV0439'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0439'MARK NOT FOUND.
 AV0439
 AV0439                          STATION RECOVERY (1999)
 AV0439
 AV0439'RECOVERY NOTE BY US POWER SQUADRON 1999
 AV0439'MARK NOT FOUND.
 AV0439
 AV0439                          STATION RECOVERY (2001)
 AV0439
 AV0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0439'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0439
 AV0439                          STATION RECOVERY (2001)
 AV0439
 AV0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0439'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0439
 AV0439                          STATION RECOVERY (2002)
 AV0439
 AV0439'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AV0439'DESTROYED BY A BUSH HOG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1405 ***********************************************************************
 AW1405  DESIGNATION -  F 1136
 AW1405  PID         -  AW1405
 AW1405  STATE/COUNTY-  TX/CHAMBERS
 AW1405  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW1405
 AW1405                         *CURRENT SURVEY CONTROL
 AW1405  ___________________________________________________________________
 AW1405* NAD 83(1986)-  29 40 37.     (N)    094 24 49.     (W)     SCALED    
 AW1405* NAVD 88     -         2.23   (+/-2cm)       7.3    (feet)  VERTCON   
 AW1405  ___________________________________________________________________
 AW1405  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW1405
 AW1405  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1405
 AW1405.The horizontal coordinates were scaled from a topographic map and have
 AW1405.an estimated accuracy of +/- 6 seconds.
 AW1405
 AW1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1405.The vertical order pertains to the NGVD 29 superseded value.
 AW1405
 AW1405.The geoid height was determined by GEOID03.
 AW1405
 AW1405;                    North         East    Units  Estimated Accuracy
 AW1405;SPC TXSC     - 4,213,030.    1,043,780.      MT  (+/- 180 meters Scaled)
 AW1405
 AW1405                          SUPERSEDED SURVEY CONTROL
 AW1405
 AW1405  NGVD 29 (??/??/92)    2.225  (m)            7.30   (f) ADJ UNCH    1 2
 AW1405
 AW1405.Superseded values are not recommended for survey control.
 AW1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1405.See file dsdata.txt to determine how the superseded data were derived.
 AW1405
 AW1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN632838(NAD 83)
 AW1405_MARKER: DB = BENCH MARK DISK
 AW1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1405_STAMPING: F 1136 1958
 AW1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1405+STABILITY: SURFACE MOTION
 AW1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1405+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 AW1405
 AW1405  HISTORY     - Date     Condition        Report By
 AW1405  HISTORY     - 1958     MONUMENTED       CGS
 AW1405  HISTORY     - 1978     GOOD             NGS
 AW1405  HISTORY     - 19961125 GOOD             USPSQD
 AW1405  HISTORY     - 20010331 GOOD             NGS
 AW1405  HISTORY     - 20040308 GOOD             USPSQD
 AW1405  HISTORY     - 20050311 GOOD             USPSQD
 AW1405
 AW1405                          STATION DESCRIPTION
 AW1405
 AW1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1405'10.55 MI SW FROM STOWELL.
 AW1405'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE AT
 AW1405'STOWELL, THENCE ABOUT 2.35 MILES WEST ALONG FARM ROAD 1985, ABOUT 0.2
 AW1405'MILE NORTHWEST OF A FARMHOUSE, 47 FEET NORTH OF THE CENTER LINE OF THE
 AW1405'ROAD, 111 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL CATTLE
 AW1405'SHED, 57 FEET SOUTHWEST OF A FENCE CORNER, 14 FEET EAST OF THE CENTER
 AW1405'LINE OF A GATE, 2 FEET SOUTH OF A FENCE, 1 FOOT SOUTH OF A METAL
 AW1405'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 AW1405'POST PROJECTING 10 INCHES.
 AW1405
 AW1405                          STATION RECOVERY (1978)
 AW1405
 AW1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1405'RECOVERED IN GOOD CONDITION.
 AW1405
 AW1405                          STATION RECOVERY (1996)
 AW1405
 AW1405'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1405'RECOVERED IN GOOD CONDITION.
 AW1405
 AW1405                          STATION RECOVERY (2001)
 AW1405
 AW1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1405'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1405
 AW1405                          STATION RECOVERY (2004)
 AW1405
 AW1405'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1405'GO TO N29 40 35.0 W094 24 48.2
 AW1405
 AW1405                          STATION RECOVERY (2005)
 AW1405
 AW1405'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2749 ***********************************************************************
 AW2749  DESIGNATION -  F 1138
 AW2749  PID         -  AW2749
 AW2749  STATE/COUNTY-  TX/GALVESTON
 AW2749  USGS QUAD   -  VIRGINIA POINT (1994)
 AW2749
 AW2749                         *CURRENT SURVEY CONTROL
 AW2749  ___________________________________________________________________
 AW2749* NAD 83(1986)-  29 21 29.     (N)    094 55 43.     (W)     SCALED    
 AW2749* NAVD 88     -         1.87   (+/-2cm)       6.1    (feet)  VERTCON   
 AW2749  ___________________________________________________________________
 AW2749  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW2749
 AW2749  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2749
 AW2749.The horizontal coordinates were scaled from a topographic map and have
 AW2749.an estimated accuracy of +/- 6 seconds.
 AW2749
 AW2749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2749.The vertical order pertains to the NGVD 29 superseded value.
 AW2749
 AW2749.The geoid height was determined by GEOID03.
 AW2749
 AW2749;                    North         East    Units  Estimated Accuracy
 AW2749;SPC TXSC     - 4,175,860.      995,200.      MT  (+/- 180 meters Scaled)
 AW2749
 AW2749                          SUPERSEDED SURVEY CONTROL
 AW2749
 AW2749  NGVD 29 (??/??/92)    1.865  (m)            6.12   (f) ADJ UNCH    1 2
 AW2749
 AW2749.Superseded values are not recommended for survey control.
 AW2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2749.See file dsdata.txt to determine how the superseded data were derived.
 AW2749
 AW2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN127492(NAD 83)
 AW2749_MARKER: DB = BENCH MARK DISK
 AW2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2749+STABILITY: SURFACE MOTION
 AW2749
 AW2749  HISTORY     - Date     Condition        Report By
 AW2749  HISTORY     - UNK      MONUMENTED       CGS
 AW2749  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2749
 AW2749                          STATION DESCRIPTION
 AW2749
 AW2749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2749'2.6 MI SW FROM TEXAS CITY.
 AW2749'2.0 MILES SOUTHWEST ALONG LOOP 197 FROM THE POST OFFICE AT TEXAS CITY,
 AW2749'THENCE 0.6 MILE SOUTHWEST ALONG THE TEXAS CITY TERMINAL RAILROAD, 134
 AW2749'FEET WEST OF MILEPOST 3, 162 FEET NORTHWEST OF THE NORTHWEST RAIL,
 AW2749'ROAD 12 FEET WEST OF A TELEGRAPH CABLE, 1.5 FEET NORTHEAST OF A WOODEN
 AW2749'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 AW2749'CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1440 ***********************************************************************
 AW1440  DESIGNATION -  F 1139
 AW1440  PID         -  AW1440
 AW1440  STATE/COUNTY-  TX/CHAMBERS
 AW1440  USGS QUAD   -  SMITH POINT (1993)
 AW1440
 AW1440                         *CURRENT SURVEY CONTROL
 AW1440  ___________________________________________________________________
 AW1440* NAD 83(1986)-  29 32 10.     (N)    094 45 39.     (W)     SCALED    
 AW1440* NAVD 88     -         1.76   (+/-2cm)       5.8    (feet)  VERTCON   
 AW1440  ___________________________________________________________________
 AW1440  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW1440  OBS GRAVITY -     979,278.3   (mgal)                       GRAV_OBS
 AW1440
 AW1440  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1440
 AW1440.The horizontal coordinates were scaled from a topographic map and have
 AW1440.an estimated accuracy of +/- 6 seconds.
 AW1440
 AW1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1440.The vertical order pertains to the NGVD 29 superseded value.
 AW1440
 AW1440.The geoid height was determined by GEOID03.
 AW1440.The observed gravity was obtained from relative gravimeter ties
 AW1440.to the IGSN71 gravity network.
 AW1440
 AW1440;                    North         East    Units  Estimated Accuracy
 AW1440;SPC TXSC     - 4,196,160.    1,010,770.      MT  (+/- 180 meters Scaled)
 AW1440
 AW1440                          SUPERSEDED SURVEY CONTROL
 AW1440
 AW1440  NGVD 29 (??/??/92)    1.757  (m)            5.76   (f) ADJ UNCH    1 2
 AW1440
 AW1440.Superseded values are not recommended for survey control.
 AW1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1440.See file dsdata.txt to determine how the superseded data were derived.
 AW1440
 AW1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN293686(NAD 83)
 AW1440_MARKER: DB = BENCH MARK DISK
 AW1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1440_STAMPING: F 1139 1959
 AW1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1440+STABILITY: SURFACE MOTION
 AW1440
 AW1440  HISTORY     - Date     Condition        Report By
 AW1440  HISTORY     - 1959     MONUMENTED       CGS
 AW1440  HISTORY     - 1973     GOOD             NGS
 AW1440  HISTORY     - 1978     GOOD             NGS
 AW1440  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1440
 AW1440                          STATION DESCRIPTION
 AW1440
 AW1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1440'IN SMITH POINT.
 AW1440'ABOUT 0.1 MILE SOUTH OF THE VAN TA UN GROCERY STORE AT SMITH POINT,
 AW1440'213 FEET SOUTHEAST OF THE CENTER LINE OF FARM ROAD 562, 103 FEET
 AW1440'NORTHWEST OF A CONCRETE MARKER POST (AMCO GAS LINE), 34 FEET NORTHEAST
 AW1440'OF THE CENTER LINE OF A PAVED ROAD, 25 FEET NORTHWEST OF A POWER POLE
 AW1440'BRACED BY A GUY WIRE, 1.3 FEET SOUTHWEST OF THE BASE OF THE GUY WIRE,
 AW1440'1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 AW1440'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW1440
 AW1440                          STATION RECOVERY (1978)
 AW1440
 AW1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1440'RECOVERED IN GOOD CONDITION.
 AW1440
 AW1440                          STATION RECOVERY (1990)
 AW1440
 AW1440'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3159 ***********************************************************************
 AW3159  DESIGNATION -  F 1140
 AW3159  PID         -  AW3159
 AW3159  STATE/COUNTY-  TX/LIBERTY
 AW3159  USGS QUAD   -  WHITES BAYOU (1994)
 AW3159
 AW3159                         *CURRENT SURVEY CONTROL
 AW3159  ___________________________________________________________________
 AW3159* NAD 83(1986)-  29 58 55.     (N)    094 32 39.     (W)     SCALED    
 AW3159* NAVD 88     -        17.05   (+/-2cm)      55.9    (feet)  VERTCON   
 AW3159  ___________________________________________________________________
 AW3159  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW3159
 AW3159  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3159
 AW3159.The horizontal coordinates were scaled from a topographic map and have
 AW3159.an estimated accuracy of +/- 6 seconds.
 AW3159
 AW3159.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3159.The vertical order pertains to the NGVD 29 superseded value.
 AW3159
 AW3159.The geoid height was determined by GEOID03.
 AW3159
 AW3159;                    North         East    Units  Estimated Accuracy
 AW3159;SPC TX C     - 3,049,490.    1,258,450.      MT  (+/- 180 meters Scaled)
 AW3159
 AW3159                          SUPERSEDED SURVEY CONTROL
 AW3159
 AW3159  NGVD 29 (??/??/92)   17.052  (m)           55.94   (f) ADJ UNCH    1 2
 AW3159
 AW3159.Superseded values are not recommended for survey control.
 AW3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3159.See file dsdata.txt to determine how the superseded data were derived.
 AW3159
 AW3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP510177(NAD 83)
 AW3159_MARKER: DB = BENCH MARK DISK
 AW3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3159_STAMPING: F 1140 1959
 AW3159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3159+STABILITY: SURFACE MOTION
 AW3159
 AW3159  HISTORY     - Date     Condition        Report By
 AW3159  HISTORY     - 1959     MONUMENTED       CGS
 AW3159
 AW3159                          STATION DESCRIPTION
 AW3159
 AW3159'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3159'5.4 MI SW FROM FELICIA.
 AW3159'ABOUT 0.1 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE D. H. WILLIS RICE
 AW3159'DRIER MILL AT FELICIA, THENCE ABOUT 1.5 MILES SOUTH ALONG FARM ROAD
 AW3159'1009, THENCE ABOUT 2.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 AW3159'ABOUT 1.75 MILES SOUTH ALONG A GRADED DIRT ROAD, ABOUT 300 FEET EAST
 AW3159'OF THE NORTHEAST CORNER OF A FARMHOUSE, 45 FEET WEST OF THE CENTER
 AW3159'LINE OF THE ROAD, 103 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 AW3159'DRIVEWAY LEADING WEST TO THE FARMHOUSE, 6 FEET NORTH OF A POWER POLE
 AW3159'NO. 7116, 1 FOOT EAST OF A FENCE, 1.2 FEET SOUTH OF A METAL WITNESS
 AW3159'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 AW3159'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0095 ***********************************************************************
 AH0095  DESIGNATION -  F 1141
 AH0095  PID         -  AH0095
 AH0095  STATE/COUNTY-  TX/SAN PATRICIO
 AH0095  USGS QUAD   -  GREGORY (1975)
 AH0095
 AH0095                         *CURRENT SURVEY CONTROL
 AH0095  ___________________________________________________________________
 AH0095* NAD 83(1986)-  27 53 11.     (N)    097 18 49.     (W)     SCALED    
 AH0095* NAVD 88     -        10.101  (meters)      33.14   (feet)  ADJUSTED  
 AH0095  ___________________________________________________________________
 AH0095  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH0095  DYNAMIC HT  -          10.086 (meters)      33.09  (feet)  COMP
 AH0095  MODELED GRAV-     979,135.5   (mgal)                       NAVD 88
 AH0095
 AH0095  VERT ORDER  -  FIRST     CLASS I
 AH0095
 AH0095.The horizontal coordinates were scaled from a topographic map and have
 AH0095.an estimated accuracy of +/- 6 seconds.
 AH0095
 AH0095.The orthometric height was determined by differential leveling
 AH0095.and adjusted by the National Geodetic Survey in December 1997..
 AH0095.WARNING-Repeat measurements at this control monument indicate possible
 AH0095.vertical movement.
 AH0095
 AH0095.The geoid height was determined by GEOID03.
 AH0095
 AH0095.The dynamic height is computed by dividing the NAVD 88
 AH0095.geopotential number by the normal gravity value computed on the
 AH0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0095.degrees latitude (g = 980.6199 gals.).
 AH0095
 AH0095.The modeled gravity was interpolated from observed gravity values.
 AH0095
 AH0095;                    North         East    Units  Estimated Accuracy
 AH0095;SPC TX S     - 5,246,490.      416,820.      MT  (+/- 180 meters Scaled)
 AH0095
 AH0095                          SUPERSEDED SURVEY CONTROL
 AH0095
 AH0095  NAVD 88 (06/15/91)   10.224  (m)           33.54   (f) UNKNOWN     1 1
 AH0095  NGVD 29 (??/??/92)   10.374  (m)           34.04   (f) ADJ UNCH    1 1
 AH0095
 AH0095.Superseded values are not recommended for survey control.
 AH0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0095.See file dsdata.txt to determine how the superseded data were derived.
 AH0095
 AH0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR659857(NAD 83)
 AH0095_MARKER: DB = BENCH MARK DISK
 AH0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0095_STAMPING: F 1141 1959
 AH0095_MARK LOGO: CGS   
 AH0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0095+STABILITY: SURFACE MOTION
 AH0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0095+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1997
 AH0095
 AH0095  HISTORY     - Date     Condition        Report By
 AH0095  HISTORY     - 1959     MONUMENTED       CGS
 AH0095  HISTORY     - 1978     GOOD             NGS
 AH0095  HISTORY     - 1984     GOOD             USPSQD
 AH0095  HISTORY     - 1989     GOOD             USPSQD
 AH0095  HISTORY     - 19950610 POOR             USPSQD
 AH0095  HISTORY     - 19970202 GOOD             NGS
 AH0095
 AH0095                          STATION DESCRIPTION
 AH0095
 AH0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0095'0.55 MI NE FROM PORTLAND.
 AH0095'ABOUT 0.55 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0095'FROM THE CITY WATER TANK AT PORTLAND, 73 FEET WEST-NORTHWEST AND
 AH0095'ACROSS THE TRACKS FROM MILEPOST 141, 33 FEET WEST-NORTHWEST OF THE
 AH0095'WEST-NORTHWEST RAIL, 40 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE
 AH0095'EAST TRAFFIC LANE OF U. S. HIGHWAY 181, 4 FEET EAST OF A TELEPHONE
 AH0095'POLE, 1.4 FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT 2 FEET
 AH0095'BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 AH0095'PROJECTING 6 INCHES.
 AH0095
 AH0095                          STATION RECOVERY (1978)
 AH0095
 AH0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0095'RECOVERED IN GOOD CONDITION.
 AH0095
 AH0095                          STATION RECOVERY (1984)
 AH0095
 AH0095'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0095'ABOUT 1 FT. ABOVE GROUND NOW. WITNESS POST AND MARKER CAN BE SEEN
 AH0095'FROM HWY. 181.
 AH0095
 AH0095                          STATION RECOVERY (1989)
 AH0095
 AH0095'RECOVERY NOTE BY US POWER SQUADRON 1989 (HER)
 AH0095'RECOVERED IN GOOD CONDITION.
 AH0095
 AH0095                          STATION RECOVERY (1995)
 AH0095
 AH0095'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0095'MARK RECOVERED IN POOR CONDITION.
 AH0095
 AH0095                          STATION RECOVERY (1997)
 AH0095
 AH0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0095'4.6 KM (2.85 MI) SOUTHWESTERLY ALONG GREGORY STREET AND U.S.  HIGHWAY
 AH0095'181 FROM THE POST OFFICE IN GREGORY, 36.2 M (118.8 FT) SOUTHEAST OF
 AH0095'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 16.7 M (54.8
 AH0095'FT) SOUTHWEST OF THE WEST CORNER OF A PIPE BARRIER ENCLOSING A GAS
 AH0095'METERING STATION, 12.3 M (40.4 FT) SOUTHEAST OF THE CENTER OF A ROAD,
 AH0095'10.6 M (34.8 FT) NORTHWEST OF AN ABANDONED RAILROAD GRADE (TRACK
 AH0095'REMOVED) , 1.6 M (5.2 FT) EAST OF A PIPELINE WARNING SIGN, 0.4 M (1.3
 AH0095'FT) SOUTHWEST OF A CONCRETE WITNESS POST, 0.4 M (1.3 FT) NORTHWEST OF
 AH0095'A WITNESS POST, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD, AND
 AH0095'MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0195 ***********************************************************************
 AH0195  DESIGNATION -  F 1142
 AH0195  PID         -  AH0195
 AH0195  STATE/COUNTY-  TX/SAN PATRICIO
 AH0195  USGS QUAD   -  TAFT (1975)
 AH0195
 AH0195                         *CURRENT SURVEY CONTROL
 AH0195  ___________________________________________________________________
 AH0195* NAD 83(1986)-  27 59 08.     (N)    097 22 57.     (W)     SCALED    
 AH0195* NAVD 88     -        14.158  (meters)      46.45   (feet)  ADJUSTED  
 AH0195  ___________________________________________________________________
 AH0195  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AH0195  DYNAMIC HT  -          14.137 (meters)      46.38  (feet)  COMP
 AH0195  MODELED GRAV-     979,136.0   (mgal)                       NAVD 88
 AH0195
 AH0195  VERT ORDER  -  FIRST     CLASS II
 AH0195
 AH0195.The horizontal coordinates were scaled from a topographic map and have
 AH0195.an estimated accuracy of +/- 6 seconds.
 AH0195
 AH0195.The orthometric height was determined by differential leveling
 AH0195.and adjusted by the National Geodetic Survey in June 1991..
 AH0195
 AH0195.The geoid height was determined by GEOID03.
 AH0195
 AH0195.The dynamic height is computed by dividing the NAVD 88
 AH0195.geopotential number by the normal gravity value computed on the
 AH0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0195.degrees latitude (g = 980.6199 gals.).
 AH0195
 AH0195.The modeled gravity was interpolated from observed gravity values.
 AH0195
 AH0195;                    North         East    Units  Estimated Accuracy
 AH0195;SPC TX S     - 5,257,410.      409,940.      MT  (+/- 180 meters Scaled)
 AH0195
 AH0195                          SUPERSEDED SURVEY CONTROL
 AH0195
 AH0195  NGVD 29 (??/??/92)   14.338  (m)           47.04   (f) ADJ UNCH    1 2
 AH0195
 AH0195.Superseded values are not recommended for survey control.
 AH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0195.See file dsdata.txt to determine how the superseded data were derived.
 AH0195
 AH0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR590966(NAD 83)
 AH0195_MARKER: DB = BENCH MARK DISK
 AH0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0195_SP_SET: BRIDGE
 AH0195_STAMPING: F 1142 1959
 AH0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0195
 AH0195  HISTORY     - Date     Condition        Report By
 AH0195  HISTORY     - 1959     MONUMENTED       CGS
 AH0195  HISTORY     - 1978     GOOD             NGS
 AH0195  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0195  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0195
 AH0195                          STATION DESCRIPTION
 AH0195
 AH0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0195'1.15 MI NE FROM TAFT.
 AH0195'ABOUT 0.2 MILE EAST ALONG U. S. HIGHWAY 181 FROM THE TEXAS AND NEW
 AH0195'ORLEANS RAILROAD STATION AT TAFT, THENCE ABOUT 0.8 MILE NORTH ALONG
 AH0195'TUTT AVENUE, THENCE ABOUT 0.15 MILE EAST ALONG A PAVED ROAD, AT THE
 AH0195'WORSHAM AIRPORT, IN THE TOP OF THE SOUTHWEST CORNER OF A SMALL
 AH0195'CONCRETE BRIDGE AT THE ENTRANCE, 128 FEET EAST OF THE NORTHEAST CORNER
 AH0195'OF THE HANGAR, 41 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 16
 AH0195'FEET WEST OF THE CENTER LINE OF THE ROAD AT THE ENTRANCE, AND ABOUT
 AH0195'LEVEL WITH THE ROADS.
 AH0195
 AH0195                          STATION RECOVERY (1978)
 AH0195
 AH0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0195'RECOVERED IN GOOD CONDITION.
 AH0195
 AH0195                          STATION RECOVERY (1984)
 AH0195
 AH0195'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0195'MARK NOT FOUND.
 AH0195
 AH0195                          STATION RECOVERY (1995)
 AH0195
 AH0195'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0081 ***********************************************************************
 AW0081  DESIGNATION -  F 1143
 AW0081  PID         -  AW0081
 AW0081  STATE/COUNTY-  TX/BRAZORIA
 AW0081  USGS QUAD   -  ANGLETON (1974)
 AW0081
 AW0081                         *CURRENT SURVEY CONTROL
 AW0081  ___________________________________________________________________
 AW0081* NAD 83(1986)-  29 08 38.     (N)    095 25 56.     (W)     SCALED    
 AW0081* NAVD 88     -         7.64   (+/-2cm)      25.1    (feet)  VERTCON   
 AW0081  ___________________________________________________________________
 AW0081  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AW0081
 AW0081  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0081
 AW0081.The horizontal coordinates were scaled from a topographic map and have
 AW0081.an estimated accuracy of +/- 6 seconds.
 AW0081
 AW0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0081.The vertical order pertains to the NGVD 29 superseded value.
 AW0081
 AW0081.The geoid height was determined by GEOID03.
 AW0081
 AW0081;                    North         East    Units  Estimated Accuracy
 AW0081;SPC TXSC     - 4,150,540.      947,060.      MT  (+/- 180 meters Scaled)
 AW0081
 AW0081                          SUPERSEDED SURVEY CONTROL
 AW0081
 AW0081  NGVD 29 (??/??/92)    7.645  (m)           25.08   (f) ADJ UNCH    1 1
 AW0081
 AW0081.Superseded values are not recommended for survey control.
 AW0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0081.See file dsdata.txt to determine how the superseded data were derived.
 AW0081
 AW0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN633263(NAD 83)
 AW0081_MARKER: DB = BENCH MARK DISK
 AW0081_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0081_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0081_STAMPING: F 1143 1959
 AW0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0081
 AW0081  HISTORY     - Date     Condition        Report By
 AW0081  HISTORY     - 1959     MONUMENTED       CGS
 AW0081  HISTORY     - 1973     GOOD             NGS
 AW0081  HISTORY     - 1978     GOOD             NGS
 AW0081  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 AW0081  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0081  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW0081
 AW0081                          STATION DESCRIPTION
 AW0081
 AW0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0081'1.0 MI S FROM ANGLETON.
 AW0081'1.0 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AW0081'ANGLETON, 0.2 MILE NORTH OF THE CROSSING OF AN ASPHALT ROAD, 1 POLE
 AW0081'SOUTH AND ACROSS THE TRACK FROM MILEPOLE 1, 82.6 FEET WEST OF THE WEST
 AW0081'RAIL OF THE MAIN TRACK, 54.0 FEET WEST OF THE WEST RAIL OF THE WEST
 AW0081'MOST SIDE TRACK, 116 1/2 FEET WEST AND ACROSS THE TRACK FROM THE FIRST
 AW0081'TELEPHONE POLE SOUTH OF THE MILEPOLE, 3 FEET NORTHEAST OF A T JUNCTION
 AW0081'FENCE POST, 2.8 FEET NORTH OF A FENCE, 1.7 FEET SOUTH OF A WITNESS
 AW0081'POST, ABOUT 3 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A 3-INCH
 AW0081'IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND.
 AW0081
 AW0081                          STATION RECOVERY (1978)
 AW0081
 AW0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0081'0.8 MILE SOUTH ALONG THE MISSOURI AND PACIFIC RAILROAD TRACKS
 AW0081'FROM THE STATION AT ANGLETON. 0.2 MILE NORTH OF THE CROSSING
 AW0081'OF AN ASPHALT ROAD, 1 POWERLINE POLE NORTH AND ACROSS THE TRACKS
 AW0081'FROM MILEPOST 1, 82 FT WEST OF THE WEST RAIL OF THE MAIN TRACK,
 AW0081'54 FT WEST OF THE WEST RAIL OF THE WEST MOST SIDE TRACK, 160 FT
 AW0081'WEST OF A POWERLINE POLE, 3 FT NORTHEAST OF A (T) JUNCTION FENCE
 AW0081'POST, 3 FT NORTH OF A FENCE, A DISK ON THE TOP OF A 3 INCH
 AW0081'IRON PIPE.
 AW0081
 AW0081                          STATION RECOVERY (1980)
 AW0081
 AW0081'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AW0081'MARK NOT FOUND.
 AW0081
 AW0081                          STATION RECOVERY (1989)
 AW0081
 AW0081'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0081'MARK NOT FOUND.
 AW0081
 AW0081                          STATION RECOVERY (1997)
 AW0081
 AW0081'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0420 ***********************************************************************
 AW0420  DESIGNATION -  F 1144
 AW0420  PID         -  AW0420
 AW0420  STATE/COUNTY-  TX/HARRIS
 AW0420  USGS QUAD   -  CROSBY (1982)
 AW0420
 AW0420                         *CURRENT SURVEY CONTROL
 AW0420  ___________________________________________________________________
 AW0420* NAD 83(1986)-  29 53 00.     (N)    095 05 19.     (W)     SCALED    
 AW0420* NAVD 88     -         5.21   (+/-2cm)      17.1    (feet)  VERTCON   
 AW0420  ___________________________________________________________________
 AW0420  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW0420
 AW0420  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0420
 AW0420.The horizontal coordinates were scaled from a topographic map and have
 AW0420.an estimated accuracy of +/- 6 seconds.
 AW0420
 AW0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0420.The vertical order pertains to the NGVD 29 superseded value.
 AW0420
 AW0420.The geoid height was determined by GEOID03.
 AW0420
 AW0420;                    North         East    Units  Estimated Accuracy
 AW0420;SPC TXSC     - 4,233,520.      977,730.      MT  (+/- 180 meters Scaled)
 AW0420
 AW0420                          SUPERSEDED SURVEY CONTROL
 AW0420
 AW0420  NGVD 29 (??/??/92)    5.213  (m)           17.10   (f) ADJ UNCH    1 1
 AW0420
 AW0420.Superseded values are not recommended for survey control.
 AW0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0420.See file dsdata.txt to determine how the superseded data were derived.
 AW0420
 AW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP983076(NAD 83)
 AW0420_MARKER: DB = BENCH MARK DISK
 AW0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0420_STAMPING: F 1144 1959
 AW0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0420+STABILITY: SURFACE MOTION
 AW0420
 AW0420  HISTORY     - Date     Condition        Report By
 AW0420  HISTORY     - 1959     MONUMENTED       CGS
 AW0420  HISTORY     - 1972     GOOD             NGS
 AW0420  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0420  HISTORY     - 1978     MARK NOT FOUND   USGS
 AW0420  HISTORY     - 19971115 MARK NOT FOUND   USPSQD
 AW0420
 AW0420                          STATION DESCRIPTION
 AW0420
 AW0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0420'2.3 MI SW FROM CROSBY.
 AW0420'ABOUT 2.3 MILES SOUTHWEST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0420'CROSSING OF MAIN STREET AT CROSBY, 0.45 MILE SOUTHWEST OF MILE POST
 AW0420'343, 96 FEET EAST OF THE EAST END OF A LONG TRESTLE, 87 FEET SOUTHEAST
 AW0420'OF THE SOUTHEAST RAIL, 3.2 FEET NORTHWEST OF A FENCE, ALSO 2.65 MILE
 AW0420'NORTHEAST FROM THE INTERSECTION OF SOUTHERN PACIFIC RAILROAD AND
 AW0420'SHELDON ROAD, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, AND ABOUT 18
 AW0420'FEET BELOW THE LEVEL OF THE RAIL AND SET IN THE TOP OF A CONCRETE POST
 AW0420'PROJECTING 0.3 FOOT.
 AW0420
 AW0420                          STATION RECOVERY (1978)
 AW0420
 AW0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0420'NOT RECOVERED.
 AW0420
 AW0420                          STATION RECOVERY (1978)
 AW0420
 AW0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 AW0420'MARK NOT FOUND.
 AW0420
 AW0420                          STATION RECOVERY (1997)
 AW0420
 AW0420'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3167 ***********************************************************************
 AW3167  DESIGNATION -  F 1145
 AW3167  PID         -  AW3167
 AW3167  STATE/COUNTY-  TX/CHAMBERS
 AW3167  USGS QUAD   -  MONROE CITY (1994)
 AW3167
 AW3167                         *CURRENT SURVEY CONTROL
 AW3167  ___________________________________________________________________
 AW3167* NAD 83(1986)-  29 51 33.     (N)    094 34 38.     (W)     SCALED    
 AW3167* NAVD 88     -        10.79   (+/-2cm)      35.4    (feet)  VERTCON   
 AW3167  ___________________________________________________________________
 AW3167  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW3167
 AW3167  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3167
 AW3167.The horizontal coordinates were scaled from a topographic map and have
 AW3167.an estimated accuracy of +/- 6 seconds.
 AW3167
 AW3167.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3167.The vertical order pertains to the NGVD 29 superseded value.
 AW3167
 AW3167.The geoid height was determined by GEOID03.
 AW3167
 AW3167;                    North         East    Units  Estimated Accuracy
 AW3167;SPC TXSC     - 4,232,600.    1,027,200.      MT  (+/- 180 meters Scaled)
 AW3167
 AW3167                          SUPERSEDED SURVEY CONTROL
 AW3167
 AW3167  NGVD 29 (??/??/92)   10.796  (m)           35.42   (f) ADJ UNCH    1 2
 AW3167
 AW3167.Superseded values are not recommended for survey control.
 AW3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3167.See file dsdata.txt to determine how the superseded data were derived.
 AW3167
 AW3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP476042(NAD 83)
 AW3167_MARKER: DB = BENCH MARK DISK
 AW3167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3167_STAMPING: F 1145 1959
 AW3167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3167+STABILITY: SURFACE MOTION
 AW3167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3167+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2004
 AW3167
 AW3167  HISTORY     - Date     Condition        Report By
 AW3167  HISTORY     - 1959     MONUMENTED       CGS
 AW3167  HISTORY     - 19961113 GOOD             USPSQD
 AW3167  HISTORY     - 20010331 GOOD             NGS
 AW3167  HISTORY     - 20040220 GOOD             USPSQD
 AW3167
 AW3167                          STATION DESCRIPTION
 AW3167
 AW3167'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3167'3.1 MI E FROM HANKAMER.
 AW3167'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 61 FROM THE NEW GRADE SCHOOL
 AW3167'AT HANKAMER, THENCE ABOUT 2.9 MILES EAST ALONG FARM ROAD 1663, AT THE
 AW3167'INTERSECTION OF FARM ROAD 1724, 59 FEET NORTH OF THE CENTER LINE OF
 AW3167'FARM ROAD 1663, 159 FEET EAST OF THE CENTER LINE OF FARM ROAD 1724,
 AW3167'271 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 13 1/2 FEET
 AW3167'WEST-SOUTHWEST OF A POWER POLE, 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET
 AW3167'EAST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 AW3167'PROJECTING 7 INCHES.
 AW3167
 AW3167                          STATION RECOVERY (1996)
 AW3167
 AW3167'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3167'RECOVERED IN GOOD CONDITION.
 AW3167
 AW3167                          STATION RECOVERY (2001)
 AW3167
 AW3167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3167'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3167
 AW3167                          STATION RECOVERY (2004)
 AW3167
 AW3167'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1536 ***********************************************************************
 AW1536  DESIGNATION -  F 1146
 AW1536  PID         -  AW1536
 AW1536  STATE/COUNTY-  TX/HARRIS
 AW1536  USGS QUAD   -  MORGANS POINT (1993)
 AW1536
 AW1536                         *CURRENT SURVEY CONTROL
 AW1536  ___________________________________________________________________
 AW1536* NAD 83(1986)-  29 42 50.     (N)    094 59 32.     (W)     SCALED    
 AW1536* NAVD 88     -         4.939  (meters)      16.20   (feet)  ADJUSTED  
 AW1536  ___________________________________________________________________
 AW1536  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1536  DYNAMIC HT  -           4.932 (meters)      16.18  (feet)  COMP
 AW1536  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AW1536
 AW1536  VERT ORDER  -  FIRST     CLASS II
 AW1536
 AW1536.The horizontal coordinates were scaled from a topographic map and have
 AW1536.an estimated accuracy of +/- 6 seconds.
 AW1536
 AW1536.The orthometric height was determined by differential leveling
 AW1536.and adjusted by the National Geodetic Survey in June 1991..
 AW1536
 AW1536.The geoid height was determined by GEOID03.
 AW1536
 AW1536.The dynamic height is computed by dividing the NAVD 88
 AW1536.geopotential number by the normal gravity value computed on the
 AW1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1536.degrees latitude (g = 980.6199 gals.).
 AW1536
 AW1536.The modeled gravity was interpolated from observed gravity values.
 AW1536
 AW1536;                    North         East    Units  Estimated Accuracy
 AW1536;SPC TXSC     - 4,215,060.      987,680.      MT  (+/- 180 meters Scaled)
 AW1536
 AW1536                          SUPERSEDED SURVEY CONTROL
 AW1536
 AW1536  NGVD 29 (12/23/87)    4.936  (m)           16.19   (f) ADJUSTED    1 2
 AW1536
 AW1536.Superseded values are not recommended for survey control.
 AW1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1536.See file dsdata.txt to determine how the superseded data were derived.
 AW1536
 AW1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN072887(NAD 83)
 AW1536_MARKER: DD = SURVEY DISK
 AW1536_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1536_SP_SET: BRIDGE ABUTMENT
 AW1536_STAMPING: F 1146 1959
 AW1536_MARK LOGO: TXHD  
 AW1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1536
 AW1536  HISTORY     - Date     Condition        Report By
 AW1536  HISTORY     - 1959     MONUMENTED       TXHD
 AW1536  HISTORY     - 1973     GOOD             NGS
 AW1536  HISTORY     - 1978     GOOD             NGS
 AW1536  HISTORY     - 1978     GOOD             DOD
 AW1536  HISTORY     - 1987     GOOD             USPSQD
 AW1536  HISTORY     - 1987     GOOD             NGS
 AW1536  HISTORY     - 1989     GOOD             USPSQD
 AW1536  HISTORY     - 1989     GOOD             USPSQD
 AW1536  HISTORY     - 19940219 GOOD             USPSQD
 AW1536  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1536
 AW1536                          STATION DESCRIPTION
 AW1536
 AW1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1536'2.55 MI SW FROM BAYTOWN.
 AW1536'ABOUT 0.15 MILE EAST ALONG W. DEFEE ST. FROM POST OFFICE AT BAYTOWN,
 AW1536'THENCE 0.8 MILE SOUTH ALONG S. MAIN ST., THENCE 0.5 MILE WEST ALONG W.
 AW1536'MAIN ST., THENCE 0.45 MILE SOUTH ALONG LEE DR., THENCE 0.65 MILE WEST
 AW1536'ALONG STATE HWY. 146, ABOUT 150 FEET NORTH OF THE CENTER LINE OF THE
 AW1536'HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 AW1536'OF A HWY. BRIDGE OVER GOOSE CREEK OUTLET, AND ABOUT 10 INCHES ABOVE
 AW1536'THE LEVEL OF THE HIGHWAY.
 AW1536
 AW1536                          STATION RECOVERY (1978)
 AW1536
 AW1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1536'RECOVERED IN GOOD CONDITION.
 AW1536
 AW1536                          STATION RECOVERY (1978)
 AW1536
 AW1536'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1536'RECOVERED IN GOOD CONDITION.
 AW1536
 AW1536                          STATION RECOVERY (1987)
 AW1536
 AW1536'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1536'RECOVERED IN GOOD CONDITION.
 AW1536
 AW1536                          STATION RECOVERY (1987)
 AW1536
 AW1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1536'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE WITH THE
 AW1536'FOLLOWING CORRECTIONS. DELETE 150 FEET NORTH OF THE CENTERLINE OF THE
 AW1536'HIGHWAY.  ADD-4.45 METERS (14.6 FT) NORTH OF THE CENTERLINE OF THE
 AW1536'WESTBOUND LANES OF THE HIGHWAY.
 AW1536
 AW1536                          STATION RECOVERY (1989)
 AW1536
 AW1536'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1536'RECOVERED IN GOOD CONDITION.
 AW1536
 AW1536                          STATION RECOVERY (1989)
 AW1536
 AW1536'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1536'RECOVERED IN GOOD CONDITION.
 AW1536
 AW1536                          STATION RECOVERY (1994)
 AW1536
 AW1536'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1536'RECOVERED IN GOOD CONDITION.
 AW1536
 AW1536                          STATION RECOVERY (2001)
 AW1536
 AW1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1536'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1550 ***********************************************************************
 AW1550  DESIGNATION -  F 1147
 AW1550  PID         -  AW1550
 AW1550  STATE/COUNTY-  TX/HARRIS
 AW1550  USGS QUAD   -  LA PORTE (1982)
 AW1550
 AW1550                         *CURRENT SURVEY CONTROL
 AW1550  ___________________________________________________________________
 AW1550* NAD 83(1986)-  29 40 25.     (N)    095 01 47.     (W)     SCALED    
 AW1550* NAVD 88     -         5.943  (meters)      19.50   (feet)  ADJUSTED  
 AW1550  ___________________________________________________________________
 AW1550  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1550  DYNAMIC HT  -           5.935 (meters)      19.47  (feet)  COMP
 AW1550  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 AW1550  OBS GRAVITY -     979,280.6   (mgal)                       GRAV_OBS
 AW1550
 AW1550  VERT ORDER  -  FIRST     CLASS II
 AW1550
 AW1550.The horizontal coordinates were scaled from a topographic map and have
 AW1550.an estimated accuracy of +/- 6 seconds.
 AW1550
 AW1550.The orthometric height was determined by differential leveling
 AW1550.and adjusted by the National Geodetic Survey in June 1991..
 AW1550
 AW1550.The geoid height was determined by GEOID03.
 AW1550
 AW1550.The dynamic height is computed by dividing the NAVD 88
 AW1550.geopotential number by the normal gravity value computed on the
 AW1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1550.degrees latitude (g = 980.6199 gals.).
 AW1550
 AW1550.The modeled gravity was interpolated from observed gravity values.
 AW1550.The observed gravity was obtained from relative gravimeter ties
 AW1550.to the IGSN71 gravity network.
 AW1550
 AW1550;                    North         East    Units  Estimated Accuracy
 AW1550;SPC TXSC     - 4,210,480.      984,210.      MT  (+/- 180 meters Scaled)
 AW1550
 AW1550                          SUPERSEDED SURVEY CONTROL
 AW1550
 AW1550  NGVD 29 (12/23/87)    5.940  (m)           19.49   (f) ADJUSTED    1 2
 AW1550
 AW1550.Superseded values are not recommended for survey control.
 AW1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1550.See file dsdata.txt to determine how the superseded data were derived.
 AW1550
 AW1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN035843(NAD 83)
 AW1550_MARKER: DB = BENCH MARK DISK
 AW1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1550_SP_SET: CONCRETE POST
 AW1550_STAMPING: F 1147 1959
 AW1550_MARK LOGO: CGS   
 AW1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1550+STABILITY: SURFACE MOTION
 AW1550
 AW1550  HISTORY     - Date     Condition        Report By
 AW1550  HISTORY     - 1959     MONUMENTED       CGS
 AW1550  HISTORY     - 1973     GOOD             NGS
 AW1550  HISTORY     - 1978     GOOD             NGS
 AW1550  HISTORY     - 1983     GOOD             NGS
 AW1550  HISTORY     - 1987     GOOD             USPSQD
 AW1550  HISTORY     - 1987     GOOD             USPSQD
 AW1550  HISTORY     - 1987     GOOD             USPSQD
 AW1550  HISTORY     - 1987     GOOD             USPSQD
 AW1550  HISTORY     - 1987     GOOD             NGS
 AW1550  HISTORY     - 1988     GOOD             USPSQD
 AW1550  HISTORY     - 1988     GOOD             USPSQD
 AW1550  HISTORY     - 1988     GOOD             USPSQD
 AW1550  HISTORY     - 1988     GOOD             USPSQD
 AW1550  HISTORY     - 1989     GOOD             USPSQD
 AW1550  HISTORY     - 1989     GOOD             USPSQD
 AW1550  HISTORY     - 1989     GOOD             USPSQD
 AW1550  HISTORY     - 1989     GOOD             USPSQD
 AW1550  HISTORY     - 1989     GOOD             USPSQD
 AW1550  HISTORY     - 1989     GOOD             USPSQD
 AW1550  HISTORY     - 1990     GOOD             USPSQD
 AW1550  HISTORY     - 19931120 MARK NOT FOUND   USPSQD
 AW1550  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AW1550  HISTORY     - 20020311 MARK NOT FOUND   USPSQD
 AW1550  HISTORY     - 20031126 MARK NOT FOUND   USPSQD
 AW1550  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW1550
 AW1550                          STATION DESCRIPTION
 AW1550
 AW1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1550'1.15 MI NW FROM LA PORTE.
 AW1550'ABOUT 0.6 MILE WEST ALONG W. MAIN ST. FROM THE INTERSECTION OF
 AW1550'BROADWAY AND SAN JACINTO AVE. AT LA PORTE, THENCE 0.55 MILE NORTH
 AW1550'ALONG STATE HWY. 146, ABOUT 178 FEET WEST OF THE CENTER LINE OF THE
 AW1550'WEST LANE OF THE HWY., 51 FEET WEST OF THE CENTER LINE OF THE SERVICE
 AW1550'ROAD, 52 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BAYSHORE MOTEL, 3
 AW1550'1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF AN ASPHALT PARKING LOT, 1
 AW1550'FOOT SOUTH OF A POWER POLE, AND IS A DISK SET IN THE TOP OF A CONCRETE
 AW1550'POST 3 INCHES BELOW THE SURFACE OF THE GROUND.
 AW1550
 AW1550                          STATION RECOVERY (1978)
 AW1550
 AW1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1983)
 AW1550
 AW1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1987)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1987)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1987)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1987)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1987)
 AW1550
 AW1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1988)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1988)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1988)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1988)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1989)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1989)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1989)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1989)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1989)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1989)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1990)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1550'RECOVERED IN GOOD CONDITION.
 AW1550
 AW1550                          STATION RECOVERY (1993)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1550'MARK NOT FOUND.
 AW1550
 AW1550                          STATION RECOVERY (2002)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1550'MARK NOT FOUND.
 AW1550
 AW1550                          STATION RECOVERY (2002)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1550'MARK NOT FOUND.
 AW1550
 AW1550                          STATION RECOVERY (2003)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1550'MARK NOT FOUND.
 AW1550
 AW1550                          STATION RECOVERY (2005)
 AW1550
 AW1550'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3509 ***********************************************************************
 AW3509  DESIGNATION -  F 1148
 AW3509  PID         -  AW3509
 AW3509  STATE/COUNTY-  TX/HARRIS
 AW3509  USGS QUAD   -  LA PORTE (1982)
 AW3509
 AW3509                         *CURRENT SURVEY CONTROL
 AW3509  ___________________________________________________________________
 AW3509* NAD 83(1986)-  29 43 44.     (N)    095 03 03.     (W)     SCALED    
 AW3509* NAVD 88     -         3.04   (+/-2cm)      10.0    (feet)  VERTCON   
 AW3509  ___________________________________________________________________
 AW3509  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3509
 AW3509  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3509
 AW3509.The horizontal coordinates were scaled from a topographic map and have
 AW3509.an estimated accuracy of +/- 6 seconds.
 AW3509
 AW3509.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3509.The vertical order pertains to the NGVD 29 superseded value.
 AW3509
 AW3509.The geoid height was determined by GEOID03.
 AW3509
 AW3509;                    North         East    Units  Estimated Accuracy
 AW3509;SPC TXSC     - 4,216,530.      981,960.      MT  (+/- 180 meters Scaled)
 AW3509
 AW3509                          SUPERSEDED SURVEY CONTROL
 AW3509
 AW3509  NGVD 29 (??/??/92)    3.040  (m)            9.97   (f) ADJ UNCH    1 2
 AW3509
 AW3509.Superseded values are not recommended for survey control.
 AW3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3509.See file dsdata.txt to determine how the superseded data were derived.
 AW3509
 AW3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN016905(NAD 83)
 AW3509_MARKER: DB = BENCH MARK DISK
 AW3509_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3509_SP_SET: 59 FT.
 AW3509_STAMPING: F 1148 1959
 AW3509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3509
 AW3509  HISTORY     - Date     Condition        Report By
 AW3509  HISTORY     - 1959     MONUMENTED       CGS
 AW3509  HISTORY     - 1964     GOOD             NGS
 AW3509  HISTORY     - 1964     GOOD             NGS
 AW3509
 AW3509                          STATION DESCRIPTION
 AW3509
 AW3509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3509'3.05 MI SE FROM LYNCHBURG.
 AW3509'ABOUT 3.05 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3509'SOUTH FERRY LANDING AT LYNCHBURG, ON THE NORTHWEST END OF ALEXANDER
 AW3509'ISLAND, ABOUT 0.15 MILE SOUTHEAST OF LIGHT BEACONS K AND R, ABOUT 0.1
 AW3509'MILE SOUTHWEST OF THE HIGH WATER LINE, ON THE CREST OF A CLAY KNOLL,
 AW3509'82 YARDS SOUTHEAST OF THE HIGH WATER LINE OF THE CHANNEL LEADING INTO
 AW3509'THE HOUSTON LIGHTING AND POWER COMPANY, 102 FEET NORTH OF THE CENTER
 AW3509'LINE OF A CLAY ROAD, 2.0 FEET SOUTHEAST OF A 3 X 4-INCH POST, A DISK
 AW3509'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 AW3509'OF 59 FEET AND IS ENCASED IN A 6-INCH CONCRETE PIPE PROJECTING 8
 AW3509'INCHES.
 AW3509
 AW3509                          STATION RECOVERY (1964)
 AW3509
 AW3509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0299 ***********************************************************************
 AW0299  DESIGNATION -  F 1149
 AW0299  PID         -  AW0299
 AW0299  STATE/COUNTY-  TX/HARRIS
 AW0299  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0299
 AW0299                         *CURRENT SURVEY CONTROL
 AW0299  ___________________________________________________________________
 AW0299* NAD 83(1986)-  29 47 05.     (N)    095 32 44.     (W)     SCALED    
 AW0299* NAVD 88     -        25.439  (meters)      83.46   (feet)  ADJUSTED  
 AW0299  ___________________________________________________________________
 AW0299  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AW0299  DYNAMIC HT  -          25.405 (meters)      83.35  (feet)  COMP
 AW0299  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 AW0299  OBS GRAVITY -     979,281.8   (mgal)                       GRAV_OBS
 AW0299
 AW0299  VERT ORDER  -  FIRST     CLASS I
 AW0299
 AW0299.The horizontal coordinates were scaled from a topographic map and have
 AW0299.an estimated accuracy of +/- 6 seconds.
 AW0299
 AW0299.The orthometric height was determined by differential leveling
 AW0299.and adjusted by the National Geodetic Survey in June 1991..
 AW0299
 AW0299.The geoid height was determined by GEOID03.
 AW0299
 AW0299.The dynamic height is computed by dividing the NAVD 88
 AW0299.geopotential number by the normal gravity value computed on the
 AW0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0299.degrees latitude (g = 980.6199 gals.).
 AW0299
 AW0299.The modeled gravity was interpolated from observed gravity values.
 AW0299.The observed gravity was obtained from relative gravimeter ties
 AW0299.to the IGSN71 gravity network.
 AW0299
 AW0299;                    North         East    Units  Estimated Accuracy
 AW0299;SPC TXSC     - 4,221,200.      933,940.      MT  (+/- 180 meters Scaled)
 AW0299
 AW0299                          SUPERSEDED SURVEY CONTROL
 AW0299
 AW0299  NGVD 29 (12/23/87)   25.434  (m)           83.44   (f) ADJUSTED    1 1
 AW0299
 AW0299.Superseded values are not recommended for survey control.
 AW0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0299.See file dsdata.txt to determine how the superseded data were derived.
 AW0299
 AW0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN539976(NAD 83)
 AW0299_MARKER: DB = BENCH MARK DISK
 AW0299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0299_SP_SET: HEADWALL
 AW0299_STAMPING: F 1149 1959
 AW0299_MARK LOGO: CGS   
 AW0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0299+STABILITY: SURFACE MOTION
 AW0299
 AW0299  HISTORY     - Date     Condition        Report By
 AW0299  HISTORY     - 1959     MONUMENTED       CGS
 AW0299  HISTORY     - 1973     GOOD             NGS
 AW0299  HISTORY     - 1976     GOOD             NGS
 AW0299  HISTORY     - 1978     GOOD             NGS
 AW0299  HISTORY     - 1983     GOOD             NGS
 AW0299  HISTORY     - 1986     GOOD             NGS
 AW0299  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0299  HISTORY     - 19940625 GOOD             USPSQD
 AW0299  HISTORY     - 20020104 GOOD             USPSQD
 AW0299  HISTORY     - 20040413 GOOD             USPSQD
 AW0299
 AW0299                          STATION DESCRIPTION
 AW0299
 AW0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0299'5.9 MI E FROM ADDICKS.
 AW0299'ABOUT 5.9 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0299'RAILROAD OVERPASS OVER STATE HIGHWAY 6, ABOUT 10.3 FEET NORTH OF THE
 AW0299'NORTH RAIL OF THE MAIN TRACK, 53 FEET SOUTH OF THE CENTER LINE OF OLD
 AW0299'KATY ROAD, 17 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK
 AW0299'LEADING TO THE EUREKA CONCRETE, SAND, AND GRAVEL COMPANY YARD, SET IN
 AW0299'THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 30-INCH
 AW0299'CULVERT UNDER THE TRACK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AW0299'TRACKS.
 AW0299
 AW0299                          STATION RECOVERY (1976)
 AW0299
 AW0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0299'RECOVERED IN GOOD CONDITION.
 AW0299
 AW0299                          STATION RECOVERY (1978)
 AW0299
 AW0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0299'RECOVERED IN GOOD CONDITION.
 AW0299
 AW0299                          STATION RECOVERY (1983)
 AW0299
 AW0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0299'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 17.0 FEET SOUTHEAST OF THE
 AW0299'SOUTHEAST RAIL OF A SIDE TRACK LEADING TO THE EUREKA CONCRETE, SAND,
 AW0299'AND GRAVEL COMPANY YARD.
 AW0299
 AW0299                          STATION RECOVERY (1986)
 AW0299
 AW0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0299'RECOVERED IN GOOD CONDITION.
 AW0299
 AW0299                          STATION RECOVERY (1989)
 AW0299
 AW0299'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0299'MARK NOT FOUND.
 AW0299
 AW0299                          STATION RECOVERY (1994)
 AW0299
 AW0299'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0299'RECOVERED IN GOOD CONDITION.
 AW0299
 AW0299                          STATION RECOVERY (2002)
 AW0299
 AW0299'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0299'RECOVERED IN GOOD CONDITION.
 AW0299
 AW0299                          STATION RECOVERY (2004)
 AW0299
 AW0299'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1682 ***********************************************************************
 CS1682  DESIGNATION -  F 115
 CS1682  PID         -  CS1682
 CS1682  STATE/COUNTY-  TX/TARRANT
 CS1682  USGS QUAD   -  PRIMROSE (1976)
 CS1682
 CS1682                         *CURRENT SURVEY CONTROL
 CS1682  ___________________________________________________________________
 CS1682* NAD 83(1986)-  32 35 38.     (N)    097 28 41.     (W)     SCALED    
 CS1682* NAVD 88     -       215.902  (meters)     708.34   (feet)  ADJUSTED  
 CS1682  ___________________________________________________________________
 CS1682  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CS1682  DYNAMIC HT  -         215.644 (meters)     707.49  (feet)  COMP
 CS1682  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 CS1682
 CS1682  VERT ORDER  -  SECOND    CLASS 0
 CS1682
 CS1682.The horizontal coordinates were scaled from a topographic map and have
 CS1682.an estimated accuracy of +/- 6 seconds.
 CS1682
 CS1682.The orthometric height was determined by differential leveling
 CS1682.and adjusted by the National Geodetic Survey in June 1991..
 CS1682
 CS1682.The geoid height was determined by GEOID03.
 CS1682
 CS1682.The dynamic height is computed by dividing the NAVD 88
 CS1682.geopotential number by the normal gravity value computed on the
 CS1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1682.degrees latitude (g = 980.6199 gals.).
 CS1682
 CS1682.The modeled gravity was interpolated from observed gravity values.
 CS1682
 CS1682;                    North         East    Units  Estimated Accuracy
 CS1682;SPC TXNC     - 2,103,290.      695,930.      MT  (+/- 180 meters Scaled)
 CS1682
 CS1682                          SUPERSEDED SURVEY CONTROL
 CS1682
 CS1682  NGVD 29 (??/??/92)  215.906  (m)          708.35   (f) ADJ UNCH    2 0
 CS1682
 CS1682.Superseded values are not recommended for survey control.
 CS1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1682.See file dsdata.txt to determine how the superseded data were derived.
 CS1682
 CS1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB428072(NAD 83)
 CS1682_MARKER: DB = BENCH MARK DISK
 CS1682_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1682_SP_SET: ABUTMENT
 CS1682_STAMPING: F 115 1933 708.306
 CS1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1682
 CS1682  HISTORY     - Date     Condition        Report By
 CS1682  HISTORY     - 1933     MONUMENTED       CGS
 CS1682  HISTORY     - 1966     GOOD             NGS
 CS1682  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1682
 CS1682                          STATION DESCRIPTION
 CS1682
 CS1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1682'10.3 MI NE FROM CRESSON.
 CS1682'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF U.
 CS1682'S. HIGHWAY 377 IN CRESSON, THENCE NORTHEAST ALONG COUNTY ROAD 1042 FOR
 CS1682'7.15 MILES TO A T-ROAD JUNCTION, THENCE 2.9 MILES NORTH ALONG COUNTY
 CS1682'ROAD 1042 TO A SIDE ROAD, THENCE CONTINUE NORTH 0.15 MILE TO THE
 CS1682'REMAINS OF A RAILROAD BRIDGE AND SITE OF BENCH MARK, AT THE TOP OF THE
 CS1682'WEST END OF THE NORTH CONCRETE ABUTMENT AND ABOUT 6 INCHES FROM THE
 CS1682'EDGE.  A C AND GS DISK CEMENTED IN A DRILL HOLE FLUSH WITH THE
 CS1682'CONCRETE.
 CS1682
 CS1682                          STATION RECOVERY (1997)
 CS1682
 CS1682'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1999 ***********************************************************************
 AW1999  DESIGNATION -  F 1152
 AW1999  PID         -  AW1999
 AW1999  STATE/COUNTY-  TX/HARRIS
 AW1999  USGS QUAD   -  PASADENA (1995)
 AW1999
 AW1999                         *CURRENT SURVEY CONTROL
 AW1999  ___________________________________________________________________
 AW1999* NAD 83(1986)-  29 43 12.     (N)    095 10 31.     (W)     SCALED    
 AW1999* NAVD 88     -         7.843  (meters)      25.73   (feet)  ADJUSTED  
 AW1999  ___________________________________________________________________
 AW1999  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1999  DYNAMIC HT  -           7.833 (meters)      25.70  (feet)  COMP
 AW1999  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 AW1999
 AW1999  VERT ORDER  -  FIRST     CLASS II
 AW1999
 AW1999.The horizontal coordinates were scaled from a topographic map and have
 AW1999.an estimated accuracy of +/- 6 seconds.
 AW1999
 AW1999.The orthometric height was determined by differential leveling
 AW1999.and adjusted by the National Geodetic Survey in June 1991..
 AW1999
 AW1999.The geoid height was determined by GEOID03.
 AW1999
 AW1999.The dynamic height is computed by dividing the NAVD 88
 AW1999.geopotential number by the normal gravity value computed on the
 AW1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1999.degrees latitude (g = 980.6199 gals.).
 AW1999
 AW1999.The modeled gravity was interpolated from observed gravity values.
 AW1999
 AW1999;                    North         East    Units  Estimated Accuracy
 AW1999;SPC TXSC     - 4,215,140.      969,960.      MT  (+/- 180 meters Scaled)
 AW1999
 AW1999                          SUPERSEDED SURVEY CONTROL
 AW1999
 AW1999  NGVD 29 (12/23/87)    7.840  (m)           25.72   (f) ADJUSTED    1 2
 AW1999
 AW1999.Superseded values are not recommended for survey control.
 AW1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1999.See file dsdata.txt to determine how the superseded data were derived.
 AW1999
 AW1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN895897(NAD 83)
 AW1999_MARKER: DB = BENCH MARK DISK
 AW1999_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1999+WITH SETTING: PAVEMENT
 AW1999_SP_SET: TOWER FOOTING
 AW1999_STAMPING: F 1152 1959
 AW1999_MARK LOGO: CGS   
 AW1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1999+STABILITY: SURFACE MOTION
 AW1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1999+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 AW1999
 AW1999  HISTORY     - Date     Condition        Report By
 AW1999  HISTORY     - 1959     MONUMENTED       CGS
 AW1999  HISTORY     - 1978     GOOD             NGS
 AW1999  HISTORY     - 1986     GOOD             NGS
 AW1999  HISTORY     - 1989     GOOD             USPSQD
 AW1999  HISTORY     - 1990     POOR             USPSQD
 AW1999  HISTORY     - 1990     POOR             USPSQD
 AW1999  HISTORY     - 20030423 GOOD             USPSQD
 AW1999  HISTORY     - 20041126 GOOD             USPSQD
 AW1999
 AW1999                          STATION DESCRIPTION
 AW1999
 AW1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW1999'4.35 MI E FROM PASADENA.
 AW1999'ABOUT 1.1 MILES SOUTHWEST ALONG NORTH RICHEY STREET FROM THE SOUTH END
 AW1999'OF THE WASHBURN TUNNEL AT PASADENA, THENCE ABOUT 2.75 MILES EAST ALONG
 AW1999'STATE HIGHWAY 225 TO THE TRUCK ENTRANCE TO THE PHILLIPS CHEMICAL
 AW1999'COMPANY, THENCE ABOUT 0.5 MILE NORTH ALONG THE TRUCK ROUTE, AT STEEL
 AW1999'POWER LINE TOWER NO. 40, 56 FEET EAST OF THE CENTER LINE OF THE ROAD,
 AW1999'AND IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE
 AW1999'FOOTING OF THE TOWER PROJECTING 1 1/2 FEET.
 AW1999
 AW1999                          STATION RECOVERY (1978)
 AW1999
 AW1999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1999'RECOVERED IN GOOD CONDITION.
 AW1999
 AW1999                          STATION RECOVERY (1986)
 AW1999
 AW1999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1999'RECOVERED IN GOOD CONDITION.
 AW1999
 AW1999                          STATION RECOVERY (1989)
 AW1999
 AW1999'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1999'RECOVERED IN GOOD CONDITION.
 AW1999
 AW1999                          STATION RECOVERY (1990)
 AW1999
 AW1999'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1999'MARK RECOVERED IN POOR CONDITION.
 AW1999
 AW1999                          STATION RECOVERY (1990)
 AW1999
 AW1999'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1999'MARK RECOVERED IN POOR CONDITION.
 AW1999
 AW1999                          STATION RECOVERY (2003)
 AW1999
 AW1999'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AW1999'RECOVERED IN GOOD CONDITION.
 AW1999
 AW1999                          STATION RECOVERY (2004)
 AW1999
 AW1999'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0649 ***********************************************************************
 CT0649  DESIGNATION -  F 1153
 CT0649  PID         -  CT0649
 CT0649  STATE/COUNTY-  TX/TAYLOR
 CT0649  USGS QUAD   -  BRADSHAW (1967)
 CT0649
 CT0649                         *CURRENT SURVEY CONTROL
 CT0649  ___________________________________________________________________
 CT0649* NAD 83(1986)-  32 04 48.     (N)    099 54 51.     (W)     SCALED    
 CT0649* NAVD 88     -       594.769  (meters)    1951.34   (feet)  ADJUSTED  
 CT0649  ___________________________________________________________________
 CT0649  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CT0649  DYNAMIC HT  -         593.991 (meters)    1948.79  (feet)  COMP
 CT0649  MODELED GRAV-     979,312.8   (mgal)                       NAVD 88
 CT0649
 CT0649  VERT ORDER  -  SECOND    CLASS 0
 CT0649
 CT0649.The horizontal coordinates were scaled from a topographic map and have
 CT0649.an estimated accuracy of +/- 6 seconds.
 CT0649
 CT0649.The orthometric height was determined by differential leveling
 CT0649.and adjusted by the National Geodetic Survey in June 1991..
 CT0649
 CT0649.The geoid height was determined by GEOID03.
 CT0649
 CT0649.The dynamic height is computed by dividing the NAVD 88
 CT0649.geopotential number by the normal gravity value computed on the
 CT0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0649.degrees latitude (g = 980.6199 gals.).
 CT0649
 CT0649.The modeled gravity was interpolated from observed gravity values.
 CT0649
 CT0649;                    North         East    Units  Estimated Accuracy
 CT0649;SPC TXNC     - 2,046,740.      466,490.      MT  (+/- 180 meters Scaled)
 CT0649
 CT0649                          SUPERSEDED SURVEY CONTROL
 CT0649
 CT0649  NGVD 29 (??/??/92)  594.639  (m)         1950.91   (f) ADJ UNCH    2 0
 CT0649
 CT0649.Superseded values are not recommended for survey control.
 CT0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0649.See file dsdata.txt to determine how the superseded data were derived.
 CT0649
 CT0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA137496(NAD 83)
 CT0649_MARKER: DB = BENCH MARK DISK
 CT0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0649_STAMPING: F 1153 1961
 CT0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0649+STABILITY: SURFACE MOTION
 CT0649
 CT0649  HISTORY     - Date     Condition        Report By
 CT0649  HISTORY     - 1961     MONUMENTED       CGS
 CT0649  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 CT0649
 CT0649                          STATION DESCRIPTION
 CT0649
 CT0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0649'1.8 MI SW FROM BRADSHAW.
 CT0649'0.1 MILES SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0649'BRADSHAW, THENCE 1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 83, 38 FEET
 CT0649'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 83, 45 FEET SOUTHEAST OF
 CT0649'THE EAST RAIL, 3 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT ABOVE THE
 CT0649'LEVEL OF THE RAILROAD, 2 FEET NORTHEAST OF A METAL WITNESS POST WITH
 CT0649'SIGN, LEVEL WITH THE HIGHWAY, SET IN TOP OF A 12 INCH SQUARE CONCRETE
 CT0649'POST 4 FEET IN THE GROUND AND PROJECTING 1 INCH ABOVE THE GROUND.
 CT0649
 CT0649                          STATION RECOVERY (1994)
 CT0649
 CT0649'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2017 ***********************************************************************
 CS2017  DESIGNATION -  F 1154
 CS2017  PID         -  CS2017
 CS2017  STATE/COUNTY-  TX/TARRANT
 CS2017  USGS QUAD   -  HALTOM CITY (1981)
 CS2017
 CS2017                         *CURRENT SURVEY CONTROL
 CS2017  ___________________________________________________________________
 CS2017* NAD 83(1986)-  32 49 21.     (N)    097 20 27.     (W)     SCALED    
 CS2017* NAVD 88     -       201.533  (meters)     661.20   (feet)  ADJUSTED  
 CS2017  ___________________________________________________________________
 CS2017  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2017  DYNAMIC HT  -         201.297 (meters)     660.42  (feet)  COMP
 CS2017  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 CS2017
 CS2017  VERT ORDER  -  SECOND    CLASS 0
 CS2017
 CS2017.The horizontal coordinates were scaled from a topographic map and have
 CS2017.an estimated accuracy of +/- 6 seconds.
 CS2017
 CS2017.The orthometric height was determined by differential leveling
 CS2017.and adjusted by the National Geodetic Survey in June 1991..
 CS2017
 CS2017.The geoid height was determined by GEOID03.
 CS2017
 CS2017.The dynamic height is computed by dividing the NAVD 88
 CS2017.geopotential number by the normal gravity value computed on the
 CS2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2017.degrees latitude (g = 980.6199 gals.).
 CS2017
 CS2017.The modeled gravity was interpolated from observed gravity values.
 CS2017
 CS2017;                    North         East    Units  Estimated Accuracy
 CS2017;SPC TXNC     - 2,128,770.      708,530.      MT  (+/- 180 meters Scaled)
 CS2017
 CS2017                          SUPERSEDED SURVEY CONTROL
 CS2017
 CS2017  NGVD 29 (??/??/92)  201.516  (m)          661.14   (f) ADJ UNCH    2 0
 CS2017
 CS2017.Superseded values are not recommended for survey control.
 CS2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2017.See file dsdata.txt to determine how the superseded data were derived.
 CS2017
 CS2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB553328(NAD 83)
 CS2017_MARKER: DB = BENCH MARK DISK
 CS2017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2017_SP_SET: HEAD WALL
 CS2017_STAMPING: F 1154 1966
 CS2017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2017
 CS2017  HISTORY     - Date     Condition        Report By
 CS2017  HISTORY     - 1966     MONUMENTED       CGS
 CS2017  HISTORY     - 1984     GOOD             NGS
 CS2017  HISTORY     - 19951118 GOOD             USPSQD
 CS2017
 CS2017                          STATION DESCRIPTION
 CS2017
 CS2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS2017'2.6 MI SE FROM SAGINAW.
 CS2017'ABOUT 0.8 MILE EAST ALONG A PAVED ROAD FROM THE LIGHT CRUST FLOUR AND
 CS2017'TEXO FEED MILLS AT SAGINAW, THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY
 CS2017'156, THENCE 0.1 MILE SOUTHEAST ALONG A PAVED ROAD WHICH IS ON THE WEST
 CS2017'SIDE OF THE F. A. A. REGIONAL OFFICE, AT THE SOUTHEAST CORNER OF A
 CS2017'LAKE, ABOUT 50 YARDS SOUTH OF BUILDING NUMBER 2, 100 YARDS SOUTHEAST
 CS2017'OF STATE HIGHWAY 156, SET IN THE CENTER OF THE TOP OF THE WEST
 CS2017'CONCRETE HEAD WALL OF A SPRAY PUMP, AT A POINT WHERE STEPS LEAD INTO
 CS2017'THE COOLING SYSTEM.
 CS2017
 CS2017                          STATION RECOVERY (1984)
 CS2017
 CS2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS2017'RECOVERED IN GOOD CONDITION.
 CS2017
 CS2017                          STATION RECOVERY (1995)
 CS2017
 CS2017'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0215 ***********************************************************************
 CU0215  DESIGNATION -  F 1157
 CU0215  PID         -  CU0215
 CU0215  STATE/COUNTY-  TX/TAYLOR
 CU0215  USGS QUAD   -  MERKEL WEST (1984)
 CU0215
 CU0215                         *CURRENT SURVEY CONTROL
 CU0215  ___________________________________________________________________
 CU0215* NAD 83(1986)-  32 25 26.     (N)    100 03 29.     (W)     SCALED    
 CU0215* NAVD 88     -       594.581  (meters)    1950.72   (feet)  ADJUSTED  
 CU0215  ___________________________________________________________________
 CU0215  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CU0215  DYNAMIC HT  -         593.804 (meters)    1948.17  (feet)  COMP
 CU0215  MODELED GRAV-     979,312.6   (mgal)                       NAVD 88
 CU0215
 CU0215  VERT ORDER  -  SECOND    CLASS 0
 CU0215
 CU0215.The horizontal coordinates were scaled from a topographic map and have
 CU0215.an estimated accuracy of +/- 6 seconds.
 CU0215
 CU0215.The orthometric height was determined by differential leveling
 CU0215.and adjusted by the National Geodetic Survey in June 1991..
 CU0215
 CU0215.The geoid height was determined by GEOID03.
 CU0215
 CU0215.The dynamic height is computed by dividing the NAVD 88
 CU0215.geopotential number by the normal gravity value computed on the
 CU0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0215.degrees latitude (g = 980.6199 gals.).
 CU0215
 CU0215.The modeled gravity was interpolated from observed gravity values.
 CU0215
 CU0215;                    North         East    Units  Estimated Accuracy
 CU0215;SPC TXNC     - 2,085,060.      453,470.      MT  (+/- 180 meters Scaled)
 CU0215
 CU0215                          SUPERSEDED SURVEY CONTROL
 CU0215
 CU0215  NGVD 29 (??/??/92)  594.396  (m)         1950.11   (f) ADJ UNCH    2 0
 CU0215
 CU0215.Superseded values are not recommended for survey control.
 CU0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0215.See file dsdata.txt to determine how the superseded data were derived.
 CU0215
 CU0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA005879(NAD 83)
 CU0215_MARKER: DB = BENCH MARK DISK
 CU0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0215_STAMPING: F 1157 1961
 CU0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0215+STABILITY: SURFACE MOTION
 CU0215
 CU0215  HISTORY     - Date     Condition        Report By
 CU0215  HISTORY     - 1961     MONUMENTED       CGS
 CU0215  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0215  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0215
 CU0215                          STATION DESCRIPTION
 CU0215
 CU0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0215'5.1 MI S FROM MERKEL.
 CU0215'5.1 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL, 56
 CU0215'FEET SOUTHEAST OF THE CENTER LINE OF FARM ROAD 126, 22 FEET NORTH OF
 CU0215'THE CENTER LINE OF A ROAD, LEVEL WITH THE ROAD, 4 FEET SOUTHWEST OF A
 CU0215'METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE
 CU0215'POST 4 FEET IN THE GROUND AND FLUSH WITH THE GROUND.
 CU0215
 CU0215                          STATION RECOVERY (1994)
 CU0215
 CU0215'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0215'MARK NOT FOUND.
 CU0215
 CU0215                          STATION RECOVERY (2001)
 CU0215
 CU0215'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0262 ***********************************************************************
 CU0262  DESIGNATION -  F 1158
 CU0262  PID         -  CU0262
 CU0262  STATE/COUNTY-  TX/TAYLOR
 CU0262  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0262
 CU0262                         *CURRENT SURVEY CONTROL
 CU0262  ___________________________________________________________________
 CU0262* NAD 83(1986)-  32 16 01.     (N)    100 00 41.     (W)     SCALED    
 CU0262* NAVD 88     -       682.118  (meters)    2237.92   (feet)  ADJUSTED  
 CU0262  ___________________________________________________________________
 CU0262  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CU0262  DYNAMIC HT  -         681.206 (meters)    2234.92  (feet)  COMP
 CU0262  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 CU0262
 CU0262  VERT ORDER  -  SECOND    CLASS 0
 CU0262
 CU0262.The horizontal coordinates were scaled from a topographic map and have
 CU0262.an estimated accuracy of +/- 6 seconds.
 CU0262
 CU0262.The orthometric height was determined by differential leveling
 CU0262.and adjusted by the National Geodetic Survey in June 1991..
 CU0262
 CU0262.The geoid height was determined by GEOID03.
 CU0262
 CU0262.The dynamic height is computed by dividing the NAVD 88
 CU0262.geopotential number by the normal gravity value computed on the
 CU0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0262.degrees latitude (g = 980.6199 gals.).
 CU0262
 CU0262.The modeled gravity was interpolated from observed gravity values.
 CU0262
 CU0262;                    North         East    Units  Estimated Accuracy
 CU0262;SPC TXNC     - 2,067,590.      457,610.      MT  (+/- 180 meters Scaled)
 CU0262
 CU0262                          SUPERSEDED SURVEY CONTROL
 CU0262
 CU0262  NGVD 29 (??/??/92)  681.927  (m)         2237.29   (f) ADJ UNCH    2 0
 CU0262
 CU0262.Superseded values are not recommended for survey control.
 CU0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0262.See file dsdata.txt to determine how the superseded data were derived.
 CU0262
 CU0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA047704(NAD 83)
 CU0262_MARKER: DB = BENCH MARK DISK
 CU0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0262_STAMPING: F 1158 1961
 CU0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0262+STABILITY: SURFACE MOTION
 CU0262
 CU0262  HISTORY     - Date     Condition        Report By
 CU0262  HISTORY     - 1961     MONUMENTED       CGS
 CU0262  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0262
 CU0262                          STATION DESCRIPTION
 CU0262
 CU0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0262'11.0 MI SW FROM VIEW.
 CU0262'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0262'AT VIEW, THENCE 2.1 MILES NORTHWEST ALONG A GRAVEL ROAD, 33 FEET
 CU0262'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTHWEST OF A
 CU0262'FENCE, LEVEL WITH THE ROAD, 6 FEET NORTHWEST OF A METAL WITNESS POST
 CU0262'WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE
 CU0262'GROUND AND PROJECTING 2 INCHES ABOVE THE GROUND.
 CU0262
 CU0262                          STATION RECOVERY (1994)
 CU0262
 CU0262'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0606 ***********************************************************************
 CT0606  DESIGNATION -  F 1159
 CT0606  PID         -  CT0606
 CT0606  STATE/COUNTY-  TX/CALLAHAN
 CT0606  USGS QUAD   -  OPLIN (1987)
 CT0606
 CT0606                         *CURRENT SURVEY CONTROL
 CT0606  ___________________________________________________________________
 CT0606* NAD 83(1986)-  32 11 22.     (N)    099 33 23.     (W)     SCALED    
 CT0606* NAVD 88     -       583.735  (meters)    1915.14   (feet)  POSTED    
 CT0606  ___________________________________________________________________
 CT0606  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CT0606  DYNAMIC HT  -         582.970 (meters)    1912.63  (feet)  COMP
 CT0606  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 CT0606
 CT0606  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0606
 CT0606.The horizontal coordinates were scaled from a topographic map and have
 CT0606.an estimated accuracy of +/- 6 seconds.
 CT0606
 CT0606.The orthometric height was determined by differential leveling
 CT0606.and adjusted by the National Geodetic Survey in 1992..
 CT0606.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0606.rate of 1.1 thru 2.0 mm/km.
 CT0606
 CT0606.The geoid height was determined by GEOID03.
 CT0606
 CT0606.The dynamic height is computed by dividing the NAVD 88
 CT0606.geopotential number by the normal gravity value computed on the
 CT0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0606.degrees latitude (g = 980.6199 gals.).
 CT0606
 CT0606.The modeled gravity was interpolated from observed gravity values.
 CT0606
 CT0606;                    North         East    Units  Estimated Accuracy
 CT0606;SPC TXNC     - 2,058,470.      500,390.      MT  (+/- 180 meters Scaled)
 CT0606
 CT0606                          SUPERSEDED SURVEY CONTROL
 CT0606
 CT0606  NGVD 29 (??/??/92)  583.581  (m)         1914.63   (f) ADJ UNCH    1 2
 CT0606
 CT0606.Superseded values are not recommended for survey control.
 CT0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0606.See file dsdata.txt to determine how the superseded data were derived.
 CT0606
 CT0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA475615(NAD 83)
 CT0606_MARKER: DB = BENCH MARK DISK
 CT0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0606_STAMPING: F 1159 1961
 CT0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0606+STABILITY: SURFACE MOTION
 CT0606
 CT0606  HISTORY     - Date     Condition        Report By
 CT0606  HISTORY     - 1961     MONUMENTED       CGS
 CT0606
 CT0606                          STATION DESCRIPTION
 CT0606
 CT0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0606'18.1 MI SW FROM CLYDE.
 CT0606'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0606'TO FARM ROAD 604, THENCE 17.9 MILES SOUTHWEST ALONG FARM ROAD 604, 51
 CT0606'FEET WEST OF THE CENTER LINE OF FARM ROAD 604, 3.9 FEET SOUTHEAST OF A
 CT0606'POWER POLE, 0.8 FEET EAST OF A FENCE, LEVEL WITH FARM ROAD 604, 3.4
 CT0606'FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH
 CT0606'ROUND CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 3 INCHES ABOVE
 CT0606'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0481 ***********************************************************************
 CT0481  DESIGNATION -  F 1160
 CT0481  PID         -  CT0481
 CT0481  STATE/COUNTY-  TX/TAYLOR
 CT0481  USGS QUAD   -  TUSCOLA (1967)
 CT0481
 CT0481                         *CURRENT SURVEY CONTROL
 CT0481  ___________________________________________________________________
 CT0481* NAD 83(1986)-  32 09 39.     (N)    099 45 43.     (W)     SCALED    
 CT0481* NAVD 88     -       584.457  (meters)    1917.51   (feet)  ADJUSTED  
 CT0481  ___________________________________________________________________
 CT0481  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CT0481  DYNAMIC HT  -         583.694 (meters)    1915.00  (feet)  COMP
 CT0481  MODELED GRAV-     979,314.9   (mgal)                       NAVD 88
 CT0481
 CT0481  VERT ORDER  -  SECOND    CLASS 0
 CT0481
 CT0481.The horizontal coordinates were scaled from a topographic map and have
 CT0481.an estimated accuracy of +/- 6 seconds.
 CT0481
 CT0481.The orthometric height was determined by differential leveling
 CT0481.and adjusted by the National Geodetic Survey in June 1991..
 CT0481
 CT0481.The geoid height was determined by GEOID03.
 CT0481
 CT0481.The dynamic height is computed by dividing the NAVD 88
 CT0481.geopotential number by the normal gravity value computed on the
 CT0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0481.degrees latitude (g = 980.6199 gals.).
 CT0481
 CT0481.The modeled gravity was interpolated from observed gravity values.
 CT0481
 CT0481;                    North         East    Units  Estimated Accuracy
 CT0481;SPC TXNC     - 2,055,520.      480,970.      MT  (+/- 180 meters Scaled)
 CT0481
 CT0481                          SUPERSEDED SURVEY CONTROL
 CT0481
 CT0481  NGVD 29 (??/??/92)  584.320  (m)         1917.06   (f) ADJ UNCH    2 0
 CT0481
 CT0481.Superseded values are not recommended for survey control.
 CT0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0481.See file dsdata.txt to determine how the superseded data were derived.
 CT0481
 CT0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA281585(NAD 83)
 CT0481_MARKER: DB = BENCH MARK DISK
 CT0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0481_SP_SET: BRIDGE
 CT0481_STAMPING: F 1160
 CT0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0481
 CT0481  HISTORY     - Date     Condition        Report By
 CT0481  HISTORY     - UNK      MONUMENTED       CGS
 CT0481  HISTORY     - 1961     GOOD             NGS
 CT0481
 CT0481                          STATION DESCRIPTION
 CT0481
 CT0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0481'1.8 MI NW FROM LAWN.
 CT0481'1.8 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 CT0481'FROM THE RAILROAD STATION AT LAWN, 0.2 MILES NORTHWEST OF A ROAD
 CT0481'CROSSING, 7 FEET WEST OF THE WEST RAIL, 2 FEET BELOW THE LEVEL OF THE
 CT0481'RAILROAD, SET IN THE TOP OF THE NORTHWEST CORNER OF A BRIDGE HEADWALL
 CT0481'NUMBER 411 B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0380 ***********************************************************************
 CR0380  DESIGNATION -  F 1161
 CR0380  PID         -  CR0380
 CR0380  STATE/COUNTY-  TX/CHEROKEE
 CR0380  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0380
 CR0380                         *CURRENT SURVEY CONTROL
 CR0380  ___________________________________________________________________
 CR0380* NAD 83(1986)-  32 05 30.     (N)    095 17 22.     (W)     SCALED    
 CR0380* NAVD 88     -       184.211  (meters)     604.37   (feet)  ADJUSTED  
 CR0380  ___________________________________________________________________
 CR0380  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0380  DYNAMIC HT  -         183.991 (meters)     603.64  (feet)  COMP
 CR0380  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 CR0380
 CR0380  VERT ORDER  -  FIRST     CLASS II
 CR0380
 CR0380.The horizontal coordinates were scaled from a topographic map and have
 CR0380.an estimated accuracy of +/- 6 seconds.
 CR0380
 CR0380.The orthometric height was determined by differential leveling
 CR0380.and adjusted by the National Geodetic Survey in June 1991..
 CR0380
 CR0380.The geoid height was determined by GEOID03.
 CR0380
 CR0380.The dynamic height is computed by dividing the NAVD 88
 CR0380.geopotential number by the normal gravity value computed on the
 CR0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0380.degrees latitude (g = 980.6199 gals.).
 CR0380
 CR0380.The modeled gravity was interpolated from observed gravity values.
 CR0380
 CR0380;                    North         East    Units  Estimated Accuracy
 CR0380;SPC TX C     - 3,279,640.    1,176,010.      MT  (+/- 180 meters Scaled)
 CR0380
 CR0380                          SUPERSEDED SURVEY CONTROL
 CR0380
 CR0380  NGVD 29 (??/??/92)  184.230  (m)          604.43   (f) ADJ UNCH    1 2
 CR0380
 CR0380.Superseded values are not recommended for survey control.
 CR0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0380.See file dsdata.txt to determine how the superseded data were derived.
 CR0380
 CR0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR839528(NAD 83)
 CR0380_MARKER: DB = BENCH MARK DISK
 CR0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0380_STAMPING: F 1161 1959
 CR0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0380+STABILITY: SURFACE MOTION
 CR0380
 CR0380  HISTORY     - Date     Condition        Report By
 CR0380  HISTORY     - 1959     MONUMENTED       CGS
 CR0380  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0380  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0380
 CR0380                          STATION DESCRIPTION
 CR0380
 CR0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0380'3.85 MI S FROM BULLARD.
 CR0380'ABOUT 3.85 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0380'THE POST OFFICE AT BULLARD, ABOUT 0.15 MILE SOUTH OF MILEPOST 567, 29
 CR0380'1/2 FEET EAST OF THE EAST RAIL, 58 FEET WEST OF THE CENTER LINE OF THE
 CR0380'HIGHWAY, 10 FEET NORTHEAST OF THE 4TH POLE SOUTH OF THE MILEPOST, 8
 CR0380'1/2 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS
 CR0380'POST, 2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A
 CR0380'CONCRETE POST PROJECTING 6 INCHES.
 CR0380
 CR0380                          STATION RECOVERY (1996)
 CR0380
 CR0380'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0380'MARK NOT FOUND.
 CR0380
 CR0380                          STATION RECOVERY (2004)
 CR0380
 CR0380'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0420 ***********************************************************************
 CR0420  DESIGNATION -  F 1162
 CR0420  PID         -  CR0420
 CR0420  STATE/COUNTY-  TX/SMITH
 CR0420  USGS QUAD   -  TYLER SOUTH (1973)
 CR0420
 CR0420                         *CURRENT SURVEY CONTROL
 CR0420  ___________________________________________________________________
 CR0420* NAD 83(1986)-  32 20 19.     (N)    095 19 06.     (W)     SCALED    
 CR0420* NAVD 88     -       176.486  (meters)     579.02   (feet)  ADJUSTED  
 CR0420  ___________________________________________________________________
 CR0420  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0420  DYNAMIC HT  -         176.279 (meters)     578.34  (feet)  COMP
 CR0420  MODELED GRAV-     979,460.0   (mgal)                       NAVD 88
 CR0420
 CR0420  VERT ORDER  -  FIRST     CLASS II
 CR0420
 CR0420.The horizontal coordinates were scaled from a topographic map and have
 CR0420.an estimated accuracy of +/- 6 seconds.
 CR0420
 CR0420.The orthometric height was determined by differential leveling
 CR0420.and adjusted by the National Geodetic Survey in June 1991..
 CR0420
 CR0420.The geoid height was determined by GEOID03.
 CR0420
 CR0420.The dynamic height is computed by dividing the NAVD 88
 CR0420.geopotential number by the normal gravity value computed on the
 CR0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0420.degrees latitude (g = 980.6199 gals.).
 CR0420
 CR0420.The modeled gravity was interpolated from observed gravity values.
 CR0420
 CR0420;                    North         East    Units  Estimated Accuracy
 CR0420;SPC TXNC     - 2,079,050.      899,480.      MT  (+/- 180 meters Scaled)
 CR0420
 CR0420                          SUPERSEDED SURVEY CONTROL
 CR0420
 CR0420  NGVD 29 (??/??/92)  176.511  (m)          579.10   (f) ADJ UNCH    1 2
 CR0420
 CR0420.Superseded values are not recommended for survey control.
 CR0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0420.See file dsdata.txt to determine how the superseded data were derived.
 CR0420
 CR0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR818803(NAD 83)
 CR0420_MARKER: DB = BENCH MARK DISK
 CR0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0420_SP_SET: FOUNDATION
 CR0420_STAMPING: F 1162 1959
 CR0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0420
 CR0420  HISTORY     - Date     Condition        Report By
 CR0420  HISTORY     - 1959     MONUMENTED       CGS
 CR0420  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0420
 CR0420                          STATION DESCRIPTION
 CR0420
 CR0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0420'1.85 MI SW FROM TYLER.
 CR0420'ABOUT 1.4 MILES SOUTHWEST ALONG THE MAIN LINE OF THE ST. LOUIS
 CR0420'SOUTHWESTERN RAILWAY FROM THE STATION AT TYLER, TO MILEPOST 548,
 CR0420'THENCE ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET TO THE W. A. PEETE
 CR0420'ELEMENTARY SCHOOL, THENCE ABOUT 0.1 MILE WEST ALONG A PAVED STREET,
 CR0420'THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A DIRT ROAD TO THE STATE
 CR0420'HIGHWAY PATROL RADIO TOWER WHICH IS 312 FEET HIGH, SET VERTICALLY IN
 CR0420'THE WEST FACE OF THE CONCRETE FOUNDATION OF THE TOWER, 83 FEET
 CR0420'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE RADIO CONTROL BUILDING,
 CR0420'AND ABOUT 2 FEET ABOVE THE GROUND.
 CR0420
 CR0420                          STATION RECOVERY (1996)
 CR0420
 CR0420'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0856 ***********************************************************************
 CR0856  DESIGNATION -  F 1163
 CR0856  PID         -  CR0856
 CR0856  STATE/COUNTY-  TX/RAINS
 CR0856  USGS QUAD   -  LONE OAK SOUTH (1980)
 CR0856
 CR0856                         *CURRENT SURVEY CONTROL
 CR0856  ___________________________________________________________________
 CR0856* NAD 83(1986)-  32 57 48.     (N)    095 54 23.     (W)     SCALED    
 CR0856* NAVD 88     -       168.649  (meters)     553.31   (feet)  ADJUSTED  
 CR0856  ___________________________________________________________________
 CR0856  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CR0856  DYNAMIC HT  -         168.462 (meters)     552.70  (feet)  COMP
 CR0856  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 CR0856
 CR0856  VERT ORDER  -  FIRST     CLASS II
 CR0856
 CR0856.The horizontal coordinates were scaled from a topographic map and have
 CR0856.an estimated accuracy of +/- 6 seconds.
 CR0856
 CR0856.The orthometric height was determined by differential leveling
 CR0856.and adjusted by the National Geodetic Survey in June 1991..
 CR0856
 CR0856.The geoid height was determined by GEOID03.
 CR0856
 CR0856.The dynamic height is computed by dividing the NAVD 88
 CR0856.geopotential number by the normal gravity value computed on the
 CR0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0856.degrees latitude (g = 980.6199 gals.).
 CR0856
 CR0856.The modeled gravity was interpolated from observed gravity values.
 CR0856
 CR0856;                    North         East    Units  Estimated Accuracy
 CR0856;SPC TXNC     - 2,146,780.      842,430.      MT  (+/- 180 meters Scaled)
 CR0856
 CR0856                          SUPERSEDED SURVEY CONTROL
 CR0856
 CR0856  NGVD 29 (??/??/92)  168.649  (m)          553.31   (f) ADJ UNCH    1 2
 CR0856
 CR0856.Superseded values are not recommended for survey control.
 CR0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0856.See file dsdata.txt to determine how the superseded data were derived.
 CR0856
 CR0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS283509(NAD 83)
 CR0856_MARKER: DB = BENCH MARK DISK
 CR0856_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CR0856_SP_SET: 16 FT.
 CR0856_STAMPING: F 1163 1959
 CR0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0856
 CR0856  HISTORY     - Date     Condition        Report By
 CR0856  HISTORY     - 1959     MONUMENTED       CGS
 CR0856  HISTORY     - 1965     GOOD             NGS
 CR0856  HISTORY     - 1976     MARK NOT FOUND   USGS
 CR0856  HISTORY     - 19950807 MARK NOT FOUND   USPSQD
 CR0856
 CR0856                          STATION DESCRIPTION
 CR0856
 CR0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CR0856'3.1 MI NW FROM POINT.
 CR0856'ABOUT 3.1 MILES NORTHWEST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF
 CR0856'FARM ROAD 47 AT POINT, OR ABOUT 3.1 MILES SOUTHEAST ALONG U. S.
 CR0856'HIGHWAY 69 FROM THE JUNCTION OF FARM ROAD 1567 AT LONE OAK, 60 FEET
 CR0856'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 120 FEET NORTHEAST OF THE
 CR0856'CENTER LINE OF THE NEW U. S. HIGHWAY 69, 44 FEET NORTHWEST OF THE
 CR0856'CENTER LINE OF A FIELD ROAD, 2 FEET SOUTHWEST OF A FENCE, 2.0 FEET
 CR0856'SOUTHEAST OF A METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER
 CR0856'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A
 CR0856'6-INCH TILE PROJECTING 7 INCHES.
 CR0856
 CR0856                          STATION RECOVERY (1976)
 CR0856
 CR0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CR0856'MARK NOT FOUND.
 CR0856
 CR0856                          STATION RECOVERY (1995)
 CR0856
 CR0856'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0083 ***********************************************************************
 DN0083  DESIGNATION -  F 1164
 DN0083  PID         -  DN0083
 DN0083  STATE/COUNTY-  TX/HUNT
 DN0083  USGS QUAD   -  GREENVILLE SE (1962)
 DN0083
 DN0083                         *CURRENT SURVEY CONTROL
 DN0083  ___________________________________________________________________
 DN0083* NAD 83(1986)-  33 06 52.     (N)    096 05 20.     (W)     SCALED    
 DN0083* NAVD 88     -       159.247  (meters)     522.46   (feet)  ADJUSTED  
 DN0083  ___________________________________________________________________
 DN0083  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DN0083  DYNAMIC HT  -         159.074 (meters)     521.90  (feet)  COMP
 DN0083  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 DN0083
 DN0083  VERT ORDER  -  FIRST     CLASS II
 DN0083
 DN0083.The horizontal coordinates were scaled from a topographic map and have
 DN0083.an estimated accuracy of +/- 6 seconds.
 DN0083
 DN0083.The orthometric height was determined by differential leveling
 DN0083.and adjusted by the National Geodetic Survey in June 1991..
 DN0083
 DN0083.The geoid height was determined by GEOID03.
 DN0083
 DN0083.The dynamic height is computed by dividing the NAVD 88
 DN0083.geopotential number by the normal gravity value computed on the
 DN0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0083.degrees latitude (g = 980.6199 gals.).
 DN0083
 DN0083.The modeled gravity was interpolated from observed gravity values.
 DN0083
 DN0083;                    North         East    Units  Estimated Accuracy
 DN0083;SPC TXNC     - 2,163,130.      824,990.      MT  (+/- 180 meters Scaled)
 DN0083
 DN0083                          SUPERSEDED SURVEY CONTROL
 DN0083
 DN0083  NGVD 29 (??/??/92)  159.238  (m)          522.43   (f) ADJ UNCH    1 2
 DN0083
 DN0083.Superseded values are not recommended for survey control.
 DN0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0083.See file dsdata.txt to determine how the superseded data were derived.
 DN0083
 DN0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB716677(NAD 83)
 DN0083_MARKER: DB = BENCH MARK DISK
 DN0083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DN0083_SP_SET: 30 FT
 DN0083_STAMPING: F 1164 1959
 DN0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0083
 DN0083  HISTORY     - Date     Condition        Report By
 DN0083  HISTORY     - 1959     MONUMENTED       CGS
 DN0083  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0083
 DN0083                          STATION DESCRIPTION
 DN0083
 DN0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0083'2.4 MI SE FROM GREENVILLE.
 DN0083'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0083'FROM THE STATION AT GREENVILLE, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG
 DN0083'U. S. HIGHWAY 69 TO A CEMETERY, 105 FEET NORTH OF THE CENTER LINE OF
 DN0083'THE HIGHWAY, IN LINE WITH THE CENTER OF A PAVED ROAD LEADING
 DN0083'SOUTH-SOUTHEAST, ABOUT 0.1 MILE EAST-SOUTHEAST OF A GOLF COURSE
 DN0083'CLUBHOUSE, 60 FEET EAST OF A POWER POLE, 55 FEET SOUTH OF THE CENTER
 DN0083'LINE OF A DIRT ROAD, 1 1/2 FEET WEST OF THE WEST FENCE OF A CEMETERY,
 DN0083'1.5 FEET NORTH OF A METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH
 DN0083'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 30 FEET AND IS ENCASED
 DN0083'IN A 6-INCH TILE PROJECTING 4 INCHES.
 DN0083
 DN0083                          STATION RECOVERY (1994)
 DN0083
 DN0083'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1384 ***********************************************************************
 BY1384  DESIGNATION -  F 1165
 BY1384  PID         -  BY1384
 BY1384  STATE/COUNTY-  TX/HOUSTON
 BY1384  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1384
 BY1384                         *CURRENT SURVEY CONTROL
 BY1384  ___________________________________________________________________
 BY1384* NAD 83(1986)-  31 10 30.     (N)    095 28 19.     (W)     SCALED    
 BY1384* NAVD 88     -        93.297  (meters)     306.09   (feet)  ADJUSTED  
 BY1384  ___________________________________________________________________
 BY1384  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY1384  DYNAMIC HT  -          93.179 (meters)     305.70  (feet)  COMP
 BY1384  MODELED GRAV-     979,378.3   (mgal)                       NAVD 88
 BY1384
 BY1384  VERT ORDER  -  FIRST     CLASS II
 BY1384
 BY1384.The horizontal coordinates were scaled from a topographic map and have
 BY1384.an estimated accuracy of +/- 6 seconds.
 BY1384
 BY1384.The orthometric height was determined by differential leveling
 BY1384.and adjusted by the National Geodetic Survey in June 1991..
 BY1384
 BY1384.The geoid height was determined by GEOID03.
 BY1384
 BY1384.The dynamic height is computed by dividing the NAVD 88
 BY1384.geopotential number by the normal gravity value computed on the
 BY1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1384.degrees latitude (g = 980.6199 gals.).
 BY1384
 BY1384.The modeled gravity was interpolated from observed gravity values.
 BY1384
 BY1384;                    North         East    Units  Estimated Accuracy
 BY1384;SPC TX C     - 3,177,330.    1,163,230.      MT  (+/- 180 meters Scaled)
 BY1384
 BY1384                          SUPERSEDED SURVEY CONTROL
 BY1384
 BY1384  NGVD 29 (??/??/92)   93.325  (m)          306.18   (f) ADJ UNCH    1 2
 BY1384
 BY1384.Superseded values are not recommended for survey control.
 BY1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1384.See file dsdata.txt to determine how the superseded data were derived.
 BY1384
 BY1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ644516(NAD 83)
 BY1384_MARKER: DB = BENCH MARK DISK
 BY1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1384_STAMPING: F 1165 1960
 BY1384_PROJECTION: PROJECTING 3 CENTIMETERS
 BY1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1384+STABILITY: SURFACE MOTION
 BY1384
 BY1384  HISTORY     - Date     Condition        Report By
 BY1384  HISTORY     - 1960     MONUMENTED       CGS
 BY1384  HISTORY     - 1980     GOOD             NGS
 BY1384
 BY1384                          STATION DESCRIPTION
 BY1384
 BY1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1384'3.95 MI N FROM LOVELADY.
 BY1384'ABOUT 3.95 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1384'STATION AT LOVELADY, 62 FEET WEST OF THE CENTER OF A DIRT ROAD
 BY1384'CROSSING, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 65 FEET SOUTH OF A
 BY1384'BATTERY BOX, 54 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 37 FEET
 BY1384'NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 2.0 FEET NORTHEAST OF A
 BY1384'FENCE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 BY1384'THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BY1384'INCHES.
 BY1384
 BY1384                          STATION RECOVERY (1980)
 BY1384
 BY1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1384'5.65 KM. (3.5 MI.) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY1384'FARM ROADS 1280 AND 230 IN LOVELADY, AT A DIRT ROAD LEADING SOUTHWEST
 BY1384'ACROSS THE MISSOURI PACIFIC RAILROAD, 18.9 M. (62.0 FT.) WEST OF THE
 BY1384'CENTERLINE OF THE DIRT ROAD CROSSING, 13.7 M. (45.0 FT.) SOUTHWEST OF
 BY1384'THE SOUTHWEST RAIL, 16.5 M. (54.0 FT.) SOUTH-SOUTHEAST OF A POWERLINE
 BY1384'POLE, 11.3 M. (37.0 FT.) NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD,
 BY1384'0.6 M. (2.0 FT.) NORTHEAST OF A FENCE.
 BY1384'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 BY1384'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1415 ***********************************************************************
 BY1415  DESIGNATION -  F 1166
 BY1415  PID         -  BY1415
 BY1415  STATE/COUNTY-  TX/TRINITY
 BY1415  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1415
 BY1415                         *CURRENT SURVEY CONTROL
 BY1415  ___________________________________________________________________
 BY1415* NAD 83(1986)-  31 02 15.     (N)    095 23 23.     (W)     SCALED    
 BY1415* NAVD 88     -        50.62   (+/-2cm)     166.1    (feet)  VERTCON   
 BY1415  ___________________________________________________________________
 BY1415  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BY1415
 BY1415  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1415
 BY1415.The horizontal coordinates were scaled from a topographic map and have
 BY1415.an estimated accuracy of +/- 6 seconds.
 BY1415
 BY1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1415.The vertical order pertains to the NGVD 29 superseded value.
 BY1415
 BY1415.The geoid height was determined by GEOID03.
 BY1415
 BY1415;                    North         East    Units  Estimated Accuracy
 BY1415;SPC TX C     - 3,162,450.    1,171,740.      MT  (+/- 180 meters Scaled)
 BY1415
 BY1415                          SUPERSEDED SURVEY CONTROL
 BY1415
 BY1415  NGVD 29 (??/??/92)   50.628  (m)          166.10   (f) ADJ UNCH    1 2
 BY1415
 BY1415.Superseded values are not recommended for survey control.
 BY1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1415.See file dsdata.txt to determine how the superseded data were derived.
 BY1415
 BY1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ719362(NAD 83)
 BY1415_MARKER: DB = BENCH MARK DISK
 BY1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1415_STAMPING: F 1166 1960
 BY1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1415+STABILITY: SURFACE MOTION
 BY1415
 BY1415  HISTORY     - Date     Condition        Report By
 BY1415  HISTORY     - 1960     MONUMENTED       CGS
 BY1415
 BY1415                          STATION DESCRIPTION
 BY1415
 BY1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1415'6.65 MI N FROM TRINITY.
 BY1415'ABOUT 6.65 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1415'STATION AT TRINITY, ABOUT 7.1 MILES SOUTH OF THE STATION AT LOVELADY,
 BY1415'ABOUT 0.3 MILE SOUTH OF MILEPOST 58, 4.3 FEET SOUTHWEST OF THE
 BY1415'SOUTHWEST RAIL, AT THE SOUTHEAST END OF TRESTLE NO. 85.3, ABOUT 1 1/2
 BY1415'FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST
 BY1415'WHICH IS A PART OF THE CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0076 ***********************************************************************
 DO0076  DESIGNATION -  F 1167
 DO0076  PID         -  DO0076
 DO0076  STATE/COUNTY-  TX/CLAY
 DO0076  USGS QUAD   -  VASHTI (1963)
 DO0076
 DO0076                         *CURRENT SURVEY CONTROL
 DO0076  ___________________________________________________________________
 DO0076* NAD 83(1986)-  33 33 21.     (N)    098 06 28.     (W)     SCALED    
 DO0076* NAVD 88     -       324.155  (meters)    1063.50   (feet)  ADJUSTED  
 DO0076  ___________________________________________________________________
 DO0076  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DO0076  DYNAMIC HT  -         323.792 (meters)    1062.31  (feet)  COMP
 DO0076  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 DO0076
 DO0076  VERT ORDER  -  SECOND    CLASS 0
 DO0076
 DO0076.The horizontal coordinates were scaled from a topographic map and have
 DO0076.an estimated accuracy of +/- 6 seconds.
 DO0076
 DO0076.The orthometric height was determined by differential leveling
 DO0076.and adjusted by the National Geodetic Survey in June 1991..
 DO0076
 DO0076.The geoid height was determined by GEOID03.
 DO0076
 DO0076.The dynamic height is computed by dividing the NAVD 88
 DO0076.geopotential number by the normal gravity value computed on the
 DO0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0076.degrees latitude (g = 980.6199 gals.).
 DO0076
 DO0076.The modeled gravity was interpolated from observed gravity values.
 DO0076
 DO0076;                    North         East    Units  Estimated Accuracy
 DO0076;SPC TXNC     - 2,209,560.      636,420.      MT  (+/- 180 meters Scaled)
 DO0076
 DO0076                          SUPERSEDED SURVEY CONTROL
 DO0076
 DO0076  NGVD 29 (??/??/92)  324.224  (m)         1063.72   (f) ADJ UNCH    2 0
 DO0076
 DO0076.Superseded values are not recommended for survey control.
 DO0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0076.See file dsdata.txt to determine how the superseded data were derived.
 DO0076
 DO0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC828132(NAD 83)
 DO0076_MARKER: DB = BENCH MARK DISK
 DO0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0076_STAMPING: F 1167 1961
 DO0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0076+STABILITY: SURFACE MOTION
 DO0076
 DO0076  HISTORY     - Date     Condition        Report By
 DO0076  HISTORY     - 1961     MONUMENTED       CGS
 DO0076  HISTORY     - 1984     GOOD             NGS
 DO0076
 DO0076                          STATION DESCRIPTION
 DO0076
 DO0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0076'1.9 MI E FROM BUFFALO SPRINGS.
 DO0076'ABOUT 1.9 MILES EAST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0076'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, 0.25 MILE
 DO0076'EAST OF A FARMHOUSE, 0.15 MILE SOUTHWEST OF ANOTHER FARMHOUSE, 40 FEET
 DO0076'NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A POWER POLE, 1
 DO0076'1/2 FEET SOUTH OF A FENCE, AT A POINT WHERE A POWER LINE CROSSES OVER
 DO0076'THE ROAD, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 DO0076'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DO0076'PROJECTING 5 INCHES.
 DO0076
 DO0076                          STATION RECOVERY (1984)
 DO0076
 DO0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0076'3.20 KM (2.0 MI) EAST ALONG STATE HIGHWAY 174 FROM THE MAIN
 DO0076'INTERSECTION IN BUFFALO SPRINGS, 12.19 METERS (40.0 FT) NORTH OF THE
 DO0076'CENTER OF THE HIGHWAY, 0.76 METER (2.5 FT) EAST OF A POWER POLE, 0.04
 DO0076'METER (1.3 FT) WEST OF A WITNESS POST AND 0.30 METER (1.0 FT) SOUTH
 DO0076'OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0230 ***********************************************************************
 DO0230  DESIGNATION -  F 1168
 DO0230  PID         -  DO0230
 DO0230  STATE/COUNTY-  TX/JACK
 DO0230  USGS QUAD   -  JOHNSON LAKE (1964)
 DO0230
 DO0230                         *CURRENT SURVEY CONTROL
 DO0230  ___________________________________________________________________
 DO0230* NAD 83(1986)-  33 20 31.     (N)    098 11 39.     (W)     SCALED    
 DO0230* NAVD 88     -       295.860  (meters)     970.67   (feet)  ADJUSTED  
 DO0230  ___________________________________________________________________
 DO0230  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DO0230  DYNAMIC HT  -         295.526 (meters)     969.57  (feet)  COMP
 DO0230  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 DO0230
 DO0230  VERT ORDER  -  SECOND    CLASS 0
 DO0230
 DO0230.The horizontal coordinates were scaled from a topographic map and have
 DO0230.an estimated accuracy of +/- 6 seconds.
 DO0230
 DO0230.The orthometric height was determined by differential leveling
 DO0230.and adjusted by the National Geodetic Survey in June 1991..
 DO0230
 DO0230.The geoid height was determined by GEOID03.
 DO0230
 DO0230.The dynamic height is computed by dividing the NAVD 88
 DO0230.geopotential number by the normal gravity value computed on the
 DO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0230.degrees latitude (g = 980.6199 gals.).
 DO0230
 DO0230.The modeled gravity was interpolated from observed gravity values.
 DO0230
 DO0230;                    North         East    Units  Estimated Accuracy
 DO0230;SPC TXNC     - 2,185,810.      628,470.      MT  (+/- 180 meters Scaled)
 DO0230
 DO0230                          SUPERSEDED SURVEY CONTROL
 DO0230
 DO0230  NGVD 29 (??/??/92)  295.948  (m)          970.96   (f) ADJ UNCH    2 0
 DO0230
 DO0230.Superseded values are not recommended for survey control.
 DO0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0230.See file dsdata.txt to determine how the superseded data were derived.
 DO0230
 DO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB749894(NAD 83)
 DO0230_MARKER: DB = BENCH MARK DISK
 DO0230_SETTING: 66 = SET IN ROCK OUTCROP
 DO0230_SP_SET: OUTCROP
 DO0230_STAMPING: F 1168 1961
 DO0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0230+STABILITY: POSITION/ELEVATION WELL
 DO0230
 DO0230  HISTORY     - Date     Condition        Report By
 DO0230  HISTORY     - 1961     MONUMENTED       CGS
 DO0230  HISTORY     - 1984     GOOD             NGS
 DO0230  HISTORY     - 20010325 POOR             USPSQD
 DO0230  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0230
 DO0230                          STATION DESCRIPTION
 DO0230
 DO0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0230'9.0 MI N FROM JACKSBORO.
 DO0230'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0230'199 AND 148 FROM THE COURTHOUSE AT JACKSBORO, THENCE 8.3 MILES NORTH
 DO0230'ALONG STATE HIGHWAY 148, 0.1 MILE NORTHWEST OF A CONCRETE BRIDGE, AT
 DO0230'THE NORTHWEST END OF A LONG FILL AND THE SOUTHEAST END OF A SMALL CUT,
 DO0230'84 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 DO0230'A FLAT SANDSTONE OUTCROP, 52 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY
 DO0230'MARK, 5 1/2 FEET SOUTHWEST OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF
 DO0230'THE HIGHWAY, AND ABOUT FLUSH WITH THE GROUND.
 DO0230
 DO0230                          STATION RECOVERY (1984)
 DO0230
 DO0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0230'FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 148 IN
 DO0230'JACKSBORO GO NORTH ON STATE HIGHWAY 148 FOR 13.28 KM (8.3 MI) TO THE
 DO0230'MARK ON THE RIGHT. IT IS 160 METERS (529 FT) NORTHWEST OF A CONCRETE
 DO0230'BRIDGE, AT THE SOUTHEAST END OF A CUT, 25.60 METERS (84.0 FT)
 DO0230'NORTHEAST OF THE CENTER OF THE HIGHWAY, 15.85 METERS (52.0 FT)
 DO0230'SOUTHEAST OF A HIGHWAY MARKER AND 1.71 METERS (5.6 FT) SOUTHEAST OF A
 DO0230'FENCE.
 DO0230
 DO0230                          STATION RECOVERY (2001)
 DO0230
 DO0230'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0230'DISK GONE-STEM EXISTS
 DO0230
 DO0230                          STATION RECOVERY (2005)
 DO0230
 DO0230'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0374 ***********************************************************************
 DO0374  DESIGNATION -  F 1169
 DO0374  PID         -  DO0374
 DO0374  STATE/COUNTY-  TX/ARCHER
 DO0374  USGS QUAD   -  ARCHER CITY EAST (1963)
 DO0374
 DO0374                         *CURRENT SURVEY CONTROL
 DO0374  ___________________________________________________________________
 DO0374* NAD 83(1986)-  33 34 40.     (N)    098 30 50.     (W)     SCALED    
 DO0374* NAVD 88     -       312.954  (meters)    1026.75   (feet)  ADJUSTED  
 DO0374  ___________________________________________________________________
 DO0374  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DO0374  DYNAMIC HT  -         312.599 (meters)    1025.59  (feet)  COMP
 DO0374  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 DO0374
 DO0374  VERT ORDER  -  SECOND    CLASS 0
 DO0374
 DO0374.The horizontal coordinates were scaled from a topographic map and have
 DO0374.an estimated accuracy of +/- 6 seconds.
 DO0374
 DO0374.The orthometric height was determined by differential leveling
 DO0374.and adjusted by the National Geodetic Survey in June 1991..
 DO0374
 DO0374.The geoid height was determined by GEOID03.
 DO0374
 DO0374.The dynamic height is computed by dividing the NAVD 88
 DO0374.geopotential number by the normal gravity value computed on the
 DO0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0374.degrees latitude (g = 980.6199 gals.).
 DO0374
 DO0374.The modeled gravity was interpolated from observed gravity values.
 DO0374
 DO0374;                    North         East    Units  Estimated Accuracy
 DO0374;SPC TXNC     - 2,211,930.      598,710.      MT  (+/- 180 meters Scaled)
 DO0374
 DO0374                          SUPERSEDED SURVEY CONTROL
 DO0374
 DO0374  NGVD 29 (??/??/92)  312.878  (m)         1026.50   (f) ADJ UNCH    2 0
 DO0374
 DO0374.Superseded values are not recommended for survey control.
 DO0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0374.See file dsdata.txt to determine how the superseded data were derived.
 DO0374
 DO0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC451154(NAD 83)
 DO0374_MARKER: DB = BENCH MARK DISK
 DO0374_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DO0374_SP_SET: 7.5 FT
 DO0374_STAMPING: F 1169 1961
 DO0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0374
 DO0374  HISTORY     - Date     Condition        Report By
 DO0374  HISTORY     - 1961     MONUMENTED       CGS
 DO0374
 DO0374                          STATION DESCRIPTION
 DO0374
 DO0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0374'4.5 MI W FROM WINDTHORST.
 DO0374'ABOUT 4.5 MILES WEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 DO0374'WINDTHORST, OR 6.8 MILES EAST ALONG STATE HIGHWAY 25 FROM THE
 DO0374'COURTHOUSE AT ARCHER CITY, 0.35 MILE WEST OF THE JUNCTION OF THE
 DO0374'HIGHWAY AND A ROAD LEADING SOUTH, 50 FEET SOUTH OF THE CENTER LINE OF
 DO0374'THE HIGHWAY, 6 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE,
 DO0374'1.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A
 DO0374'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 DO0374'DEPTH OF 7 1/2 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 4
 DO0374'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0034 ***********************************************************************
 CA0034  DESIGNATION -  F 117
 CA0034  PID         -  CA0034
 CA0034  STATE/COUNTY-  TX/HAMILTON
 CA0034  USGS QUAD   -  EIDSON LAKE (1979)
 CA0034
 CA0034                         *CURRENT SURVEY CONTROL
 CA0034  ___________________________________________________________________
 CA0034* NAD 83(1986)-  31 45 51.     (N)    098 07 21.     (W)     SCALED    
 CA0034* NAVD 88     -       320.032  (meters)    1049.97   (feet)  ADJUSTED  
 CA0034  ___________________________________________________________________
 CA0034  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CA0034  DYNAMIC HT  -         319.623 (meters)    1048.63  (feet)  COMP
 CA0034  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 CA0034
 CA0034  VERT ORDER  -  SECOND    CLASS 0
 CA0034
 CA0034.The horizontal coordinates were scaled from a topographic map and have
 CA0034.an estimated accuracy of +/- 6 seconds.
 CA0034
 CA0034.The orthometric height was determined by differential leveling
 CA0034.and adjusted by the National Geodetic Survey in June 1991..
 CA0034
 CA0034.The geoid height was determined by GEOID03.
 CA0034
 CA0034.The dynamic height is computed by dividing the NAVD 88
 CA0034.geopotential number by the normal gravity value computed on the
 CA0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0034.degrees latitude (g = 980.6199 gals.).
 CA0034
 CA0034.The modeled gravity was interpolated from observed gravity values.
 CA0034
 CA0034;                    North         East    Units  Estimated Accuracy
 CA0034;SPC TX C     - 3,234,610.      909,420.      MT  (+/- 180 meters Scaled)
 CA0034
 CA0034                          SUPERSEDED SURVEY CONTROL
 CA0034
 CA0034  NGVD 29 (??/??/92)  319.953  (m)         1049.71   (f) ADJ UNCH    2 0
 CA0034
 CA0034.Superseded values are not recommended for survey control.
 CA0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0034.See file dsdata.txt to determine how the superseded data were derived.
 CA0034
 CA0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA830146(NAD 83)
 CA0034_MARKER: DB = BENCH MARK DISK
 CA0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0034_STAMPING: 1049.919 F 117 1933
 CA0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0034+STABILITY: SURFACE MOTION
 CA0034
 CA0034  HISTORY     - Date     Condition        Report By
 CA0034  HISTORY     - 1933     MONUMENTED       CGS
 CA0034  HISTORY     - 1935     GOOD             NGS
 CA0034
 CA0034                          STATION DESCRIPTION
 CA0034
 CA0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0034'4.6 MI N FROM HAMILTON.
 CA0034'4.6 MILES NORTH ALONG U. S. HIGHWAY 281 FROM THE  COURTHOUSE AT
 CA0034'HAMILTON, HAMILTON COUNTY, AT THE SOUTH END OF A LONG CURVE TO THE
 CA0034'NORTHEAST, AND 75 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 CA0034'STANDARD DISK, STAMPED 1049.919 F 117 1933 AND SET IN THE TOP OF A
 CA0034'CONCRETE POST.
 CA0034
 CA0034                          STATION RECOVERY (1935)
 CA0034
 CA0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0175 ***********************************************************************
 DO0175  DESIGNATION -  F 1170 RESET 1963
 DO0175  PID         -  DO0175
 DO0175  STATE/COUNTY-  TX/JACK
 DO0175  USGS QUAD   -  JACKSBORO NE (1982)
 DO0175
 DO0175                         *CURRENT SURVEY CONTROL
 DO0175  ___________________________________________________________________
 DO0175* NAD 83(1986)-  33 10 25.     (N)    098 06 55.     (W)     SCALED    
 DO0175* NAVD 88     -       355.23   (+/-2cm)    1165.5    (feet)  VERTCON   
 DO0175  ___________________________________________________________________
 DO0175  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DO0175
 DO0175  VERT ORDER  -  THIRD (See Below)
 DO0175
 DO0175.The horizontal coordinates were scaled from a topographic map and have
 DO0175.an estimated accuracy of +/- 6 seconds.
 DO0175
 DO0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0175.The vertical order pertains to the NGVD 29 superseded value.
 DO0175
 DO0175.The geoid height was determined by GEOID03.
 DO0175
 DO0175;                    North         East    Units  Estimated Accuracy
 DO0175;SPC TXNC     - 2,167,170.      635,880.      MT  (+/- 180 meters Scaled)
 DO0175
 DO0175                          SUPERSEDED SURVEY CONTROL
 DO0175
 DO0175  NGVD 29 (01/29/03)  355.16   (m)         1165.2    (f) RESET       3  
 DO0175
 DO0175.Superseded values are not recommended for survey control.
 DO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0175.See file dsdata.txt to determine how the superseded data were derived.
 DO0175
 DO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB824708(NAD 83)
 DO0175_MARKER: DB = BENCH MARK DISK
 DO0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0175_STAMPING: F 1170 RESET 1963
 DO0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0175+STABILITY: SURFACE MOTION
 DO0175
 DO0175  HISTORY     - Date     Condition        Report By
 DO0175  HISTORY     - 1963     MONUMENTED       CGS
 DO0175  HISTORY     - 20010325 GOOD             USPSQD
 DO0175  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 DO0175
 DO0175                          STATION DESCRIPTION
 DO0175
 DO0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DO0175'4.3 MI SE FROM JACKSBORO.
 DO0175'ABOUT 4.15 MILES SOUTHEAST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0175'199 FROM THE COURTHOUSE AT JACKSBORO, JACK COUNTY, THENCE 0.1 MILE
 DO0175'SOUTH ALONG A GRAVELED ROAD, AT THE JUNCTION OF THE GRAVELED ROAD AND
 DO0175'OLD U. S. HIGHWAY 281, 139 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 DO0175'OF A HOUSE, 55 FEET EAST OF THE GRAVELED ROAD, 22 FEET EAST OF A POWER
 DO0175'POLE WITH TRANSFORMER, 49 FEET SOUTH OF THE CENTER LINE OF OLD
 DO0175'HIGHWAY, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, AND 6 INCHES
 DO0175'NORTHEAST OF A FENCE LINE, A STANDARD DISK STAMPED F 1170 RESET 1963,
 DO0175'IS SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
 DO0175
 DO0175                          STATION RECOVERY (2001)
 DO0175
 DO0175'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0175'RECOVERED IN GOOD CONDITION.
 DO0175
 DO0175                          STATION RECOVERY (2005)
 DO0175
 DO0175'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0351 ***********************************************************************
 CU0351  DESIGNATION -  F 1171
 CU0351  PID         -  CU0351
 CU0351  STATE/COUNTY-  TX/MITCHELL
 CU0351  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0351
 CU0351                         *CURRENT SURVEY CONTROL
 CU0351  ___________________________________________________________________
 CU0351* NAD 83(1986)-  32 18 29.     (N)    100 49 02.     (W)     SCALED    
 CU0351* NAVD 88     -       651.337  (meters)    2136.93   (feet)  ADJUSTED  
 CU0351  ___________________________________________________________________
 CU0351  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CU0351  DYNAMIC HT  -         650.468 (meters)    2134.08  (feet)  COMP
 CU0351  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 CU0351
 CU0351  VERT ORDER  -  SECOND    CLASS 0
 CU0351
 CU0351.The horizontal coordinates were scaled from a topographic map and have
 CU0351.an estimated accuracy of +/- 6 seconds.
 CU0351
 CU0351.The orthometric height was determined by differential leveling
 CU0351.and adjusted by the National Geodetic Survey in June 1991..
 CU0351
 CU0351.The geoid height was determined by GEOID03.
 CU0351
 CU0351.The dynamic height is computed by dividing the NAVD 88
 CU0351.geopotential number by the normal gravity value computed on the
 CU0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0351.degrees latitude (g = 980.6199 gals.).
 CU0351
 CU0351.The modeled gravity was interpolated from observed gravity values.
 CU0351
 CU0351;                    North         East    Units  Estimated Accuracy
 CU0351;SPC TXNC     - 2,073,530.      381,800.      MT  (+/- 180 meters Scaled)
 CU0351
 CU0351                          SUPERSEDED SURVEY CONTROL
 CU0351
 CU0351  NGVD 29 (??/??/92)  651.130  (m)         2136.25   (f) ADJ UNCH    2 0
 CU0351
 CU0351.Superseded values are not recommended for survey control.
 CU0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0351.See file dsdata.txt to determine how the superseded data were derived.
 CU0351
 CU0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA289760(NAD 83)
 CU0351_MARKER: DB = BENCH MARK DISK
 CU0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0351_STAMPING: F 1171 1961
 CU0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0351+STABILITY: SURFACE MOTION
 CU0351
 CU0351  HISTORY     - Date     Condition        Report By
 CU0351  HISTORY     - 1961     MONUMENTED       CGS
 CU0351
 CU0351                          STATION DESCRIPTION
 CU0351
 CU0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0351'7.35 MI SE FROM COLORADO CITY.
 CU0351'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0351'STATION AT COLORADO CITY, THENCE 5.55 MILES SOUTHEAST ALONG STATE
 CU0351'HIGHWAY 208, 58 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 50
 CU0351'FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A GRADED DIRT ROAD
 CU0351'LEADING SOUTHWEST, AT THE JUNCTION OF THE HIGHWAY AND THE DIRT ROAD, 2
 CU0351'1/2 FEET SOUTHWEST OF A FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST,
 CU0351'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CU0351'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0388 ***********************************************************************
 CU0388  DESIGNATION -  F 1172
 CU0388  PID         -  CU0388
 CU0388  STATE/COUNTY-  TX/COKE
 CU0388  USGS QUAD   -  SANCO (1987)
 CU0388
 CU0388                         *CURRENT SURVEY CONTROL
 CU0388  ___________________________________________________________________
 CU0388* NAD 83(1986)-  32 00 46.     (N)    100 33 11.     (W)     SCALED    
 CU0388* NAVD 88     -       620.647  (meters)    2036.24   (feet)  ADJUSTED  
 CU0388  ___________________________________________________________________
 CU0388  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CU0388  DYNAMIC HT  -         619.819 (meters)    2033.52  (feet)  COMP
 CU0388  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 CU0388
 CU0388  VERT ORDER  -  SECOND    CLASS 0
 CU0388
 CU0388.The horizontal coordinates were scaled from a topographic map and have
 CU0388.an estimated accuracy of +/- 6 seconds.
 CU0388
 CU0388.The orthometric height was determined by differential leveling
 CU0388.and adjusted by the National Geodetic Survey in June 1991..
 CU0388
 CU0388.The geoid height was determined by GEOID03.
 CU0388
 CU0388.The dynamic height is computed by dividing the NAVD 88
 CU0388.geopotential number by the normal gravity value computed on the
 CU0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0388.degrees latitude (g = 980.6199 gals.).
 CU0388
 CU0388.The modeled gravity was interpolated from observed gravity values.
 CU0388
 CU0388;                    North         East    Units  Estimated Accuracy
 CU0388;SPC TX C     - 3,260,120.      679,240.      MT  (+/- 180 meters Scaled)
 CU0388
 CU0388                          SUPERSEDED SURVEY CONTROL
 CU0388
 CU0388  NGVD 29 (??/??/92)  620.445  (m)         2035.58   (f) ADJ UNCH    2 0
 CU0388
 CU0388.Superseded values are not recommended for survey control.
 CU0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0388.See file dsdata.txt to determine how the superseded data were derived.
 CU0388
 CU0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA533429(NAD 83)
 CU0388_MARKER: DB = BENCH MARK DISK
 CU0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0388_SP_SET: CULVERT
 CU0388_STAMPING: F 1172 1961
 CU0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0388
 CU0388  HISTORY     - Date     Condition        Report By
 CU0388  HISTORY     - 1961     MONUMENTED       CGS
 CU0388
 CU0388                          STATION DESCRIPTION
 CU0388
 CU0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0388'10.25 MI SE FROM SILVER.
 CU0388'ABOUT 0.6 MILE NORTH ALONG FARM ROAD 1672 FROM THE BRICK SCHOOLHOUSE
 CU0388'AT SILVER, THENCE 9.65 MILES SOUTHEAST ALONG STATE HIGHWAY 208, OR 0.2
 CU0388'MILE NORTHEAST ALONG LOOP 229 FROM THE COUNTY COURTHOUSE AT ROBERT
 CU0388'LEE, THENCE 9.4 MILES NORTHWEST ALONG STATE HIGHWAY 208, 22 FEET
 CU0388'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 CU0388'NORTHWEST END OF A TRIPLE CHANNEL CONCRETE CULVERT, 75 FEET SOUTHEAST
 CU0388'OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING SOUTH, AND ABOUT 1
 CU0388'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0106 ***********************************************************************
 CU0106  DESIGNATION -  F 1173
 CU0106  PID         -  CU0106
 CU0106  STATE/COUNTY-  TX/FISHER
 CU0106  USGS QUAD   -  LONGWORTH (1969)
 CU0106
 CU0106                         *CURRENT SURVEY CONTROL
 CU0106  ___________________________________________________________________
 CU0106* NAD 83(1986)-  32 38 22.     (N)    100 22 30.     (W)     SCALED    
 CU0106* NAVD 88     -       613.357  (meters)    2012.32   (feet)  ADJUSTED  
 CU0106  ___________________________________________________________________
 CU0106  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CU0106  DYNAMIC HT  -         612.544 (meters)    2009.65  (feet)  COMP
 CU0106  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 CU0106
 CU0106  VERT ORDER  -  SECOND    CLASS 0
 CU0106
 CU0106.The horizontal coordinates were scaled from a topographic map and have
 CU0106.an estimated accuracy of +/- 6 seconds.
 CU0106
 CU0106.The orthometric height was determined by differential leveling
 CU0106.and adjusted by the National Geodetic Survey in June 1991..
 CU0106
 CU0106.The geoid height was determined by GEOID03.
 CU0106
 CU0106.The dynamic height is computed by dividing the NAVD 88
 CU0106.geopotential number by the normal gravity value computed on the
 CU0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0106.degrees latitude (g = 980.6199 gals.).
 CU0106
 CU0106.The modeled gravity was interpolated from observed gravity values.
 CU0106
 CU0106;                    North         East    Units  Estimated Accuracy
 CU0106;SPC TXNC     - 2,109,440.      424,090.      MT  (+/- 180 meters Scaled)
 CU0106
 CU0106                          SUPERSEDED SURVEY CONTROL
 CU0106
 CU0106  NGVD 29 (??/??/92)  613.130  (m)         2011.58   (f) ADJ UNCH    2 0
 CU0106
 CU0106.Superseded values are not recommended for survey control.
 CU0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0106.See file dsdata.txt to determine how the superseded data were derived.
 CU0106
 CU0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB710121(NAD 83)
 CU0106_MARKER: DB = BENCH MARK DISK
 CU0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0106_STAMPING: F 1173 1961
 CU0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0106+STABILITY: SURFACE MOTION
 CU0106
 CU0106  HISTORY     - Date     Condition        Report By
 CU0106  HISTORY     - 1961     MONUMENTED       CGS
 CU0106
 CU0106                          STATION DESCRIPTION
 CU0106
 CU0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0106'2.05 MI SW FROM LONGWORTH.
 CU0106'ABOUT 2.05 MILES SOUTHWEST ALONG FARM ROAD 57 FROM THE POST OFFICE AT
 CU0106'LONGWORTH, 112 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 CU0106'FARM ROAD AND STATE HIGHWAY 70, 60 FEET NORTH OF THE CENTER LINE OF
 CU0106'THE FARM ROAD, 88 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 70, 49
 CU0106'FEET SOUTHEAST OF TELEPHONE POLE NUMBER 135, 3 FEET SOUTH OF A FENCE,
 CU0106'2.2 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 CU0106'THE FARM ROAD AND THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CU0106'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0412 ***********************************************************************
 CU0412  DESIGNATION -  F 1174
 CU0412  PID         -  CU0412
 CU0412  STATE/COUNTY-  TX/KENT
 CU0412  USGS QUAD   -  TIGE CANYON (1969)
 CU0412
 CU0412                         *CURRENT SURVEY CONTROL
 CU0412  ___________________________________________________________________
 CU0412* NAD 83(1986)-  32 58 52.     (N)    100 31 50.     (W)     SCALED    
 CU0412* NAVD 88     -       643.476  (meters)    2111.14   (feet)  ADJUSTED  
 CU0412  ___________________________________________________________________
 CU0412  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CU0412  DYNAMIC HT  -         642.654 (meters)    2108.44  (feet)  COMP
 CU0412  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 CU0412
 CU0412  VERT ORDER  -  SECOND    CLASS 0
 CU0412
 CU0412.The horizontal coordinates were scaled from a topographic map and have
 CU0412.an estimated accuracy of +/- 6 seconds.
 CU0412
 CU0412.The orthometric height was determined by differential leveling
 CU0412.and adjusted by the National Geodetic Survey in June 1991..
 CU0412
 CU0412.The geoid height was determined by GEOID03.
 CU0412
 CU0412.The dynamic height is computed by dividing the NAVD 88
 CU0412.geopotential number by the normal gravity value computed on the
 CU0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0412.degrees latitude (g = 980.6199 gals.).
 CU0412
 CU0412.The modeled gravity was interpolated from observed gravity values.
 CU0412
 CU0412;                    North         East    Units  Estimated Accuracy
 CU0412;SPC TXNC     - 2,147,590.      410,230.      MT  (+/- 180 meters Scaled)
 CU0412
 CU0412                          SUPERSEDED SURVEY CONTROL
 CU0412
 CU0412  NGVD 29 (??/??/92)  643.227  (m)         2110.32   (f) ADJ UNCH    2 0
 CU0412
 CU0412.Superseded values are not recommended for survey control.
 CU0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0412.See file dsdata.txt to determine how the superseded data were derived.
 CU0412
 CU0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB569502(NAD 83)
 CU0412_MARKER: DB = BENCH MARK DISK
 CU0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0412_SP_SET: CULVERT
 CU0412_STAMPING: F 1174 1961
 CU0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0412
 CU0412  HISTORY     - Date     Condition        Report By
 CU0412  HISTORY     - 1961     MONUMENTED       CGS
 CU0412
 CU0412                          STATION DESCRIPTION
 CU0412
 CU0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0412'10.75 MI NW FROM ROTAN.
 CU0412'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0412'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 10.65 MILES NORTHWEST
 CU0412'ALONG STATE HIGHWAY 70, ABOUT 0.45 MILE SOUTHEAST OF A WINDMILL, 21
 CU0412'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 CU0412'NORTH END OF THE EAST CONCRETE HEAD WALL OF A CONCRETE CULVERT, AND
 CU0412'ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0088 ***********************************************************************
 CT0088  DESIGNATION -  F 1175
 CT0088  PID         -  CT0088
 CT0088  STATE/COUNTY-  TX/PALO PINTO
 CT0088  USGS QUAD   -  WHITT (1984)
 CT0088
 CT0088                         *CURRENT SURVEY CONTROL
 CT0088  ___________________________________________________________________
 CT0088* NAD 83(1986)-  32 58 18.     (N)    098 04 29.     (W)     SCALED    
 CT0088* NAVD 88     -       356.627  (meters)    1170.03   (feet)  ADJUSTED  
 CT0088  ___________________________________________________________________
 CT0088  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CT0088  DYNAMIC HT  -         356.195 (meters)    1168.62  (feet)  COMP
 CT0088  MODELED GRAV-     979,416.4   (mgal)                       NAVD 88
 CT0088
 CT0088  VERT ORDER  -  SECOND    CLASS 0
 CT0088
 CT0088.The horizontal coordinates were scaled from a topographic map and have
 CT0088.an estimated accuracy of +/- 6 seconds.
 CT0088
 CT0088.The orthometric height was determined by differential leveling
 CT0088.and adjusted by the National Geodetic Survey in June 1991..
 CT0088
 CT0088.The geoid height was determined by GEOID03.
 CT0088
 CT0088.The dynamic height is computed by dividing the NAVD 88
 CT0088.geopotential number by the normal gravity value computed on the
 CT0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0088.degrees latitude (g = 980.6199 gals.).
 CT0088
 CT0088.The modeled gravity was interpolated from observed gravity values.
 CT0088
 CT0088;                    North         East    Units  Estimated Accuracy
 CT0088;SPC TXNC     - 2,144,790.      639,750.      MT  (+/- 180 meters Scaled)
 CT0088
 CT0088                          SUPERSEDED SURVEY CONTROL
 CT0088
 CT0088  NGVD 29 (??/??/92)  356.527  (m)         1169.71   (f) ADJ UNCH    2 0
 CT0088
 CT0088.Superseded values are not recommended for survey control.
 CT0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0088.See file dsdata.txt to determine how the superseded data were derived.
 CT0088
 CT0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB864485(NAD 83)
 CT0088_MARKER: DB = BENCH MARK DISK
 CT0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0088_SP_SET: CULVERT
 CT0088_STAMPING: F 1175 1961
 CT0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0088
 CT0088  HISTORY     - Date     Condition        Report By
 CT0088  HISTORY     - 1961     MONUMENTED       CGS
 CT0088  HISTORY     - 19980822 GOOD             USPSQD
 CT0088  HISTORY     - 20010325 GOOD             USPSQD
 CT0088  HISTORY     - 20050416 GOOD             USPSQD
 CT0088
 CT0088                          STATION DESCRIPTION
 CT0088
 CT0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0088'4.4 MI S FROM PERRIN.
 CT0088'ABOUT 4.4 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL BUILDING
 CT0088'AT PERRIN, 24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 CT0088'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, AT THE INTERSECTION, OF
 CT0088'THE HIGHWAY AND THE ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST
 CT0088'CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT
 CT0088'LEVEL WITH THE HIGHWAY.
 CT0088
 CT0088                          STATION RECOVERY (1998)
 CT0088
 CT0088'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0088'RECOVERED IN GOOD CONDITION.
 CT0088
 CT0088                          STATION RECOVERY (2001)
 CT0088
 CT0088'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0088'RECOVERED IN GOOD CONDITION.
 CT0088
 CT0088                          STATION RECOVERY (2005)
 CT0088
 CT0088'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0446 ***********************************************************************
 CU0446  DESIGNATION -  F 1176
 CU0446  PID         -  CU0446
 CU0446  STATE/COUNTY-  TX/SCURRY
 CU0446  USGS QUAD   -  HERMLEIGH (1979)
 CU0446
 CU0446                         *CURRENT SURVEY CONTROL
 CU0446  ___________________________________________________________________
 CU0446* NAD 83(1986)-  32 42 30.     (N)    100 47 57.     (W)     SCALED    
 CU0446* NAVD 88     -       743.681  (meters)    2439.89   (feet)  ADJUSTED  
 CU0446  ___________________________________________________________________
 CU0446  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 CU0446  DYNAMIC HT  -         742.692 (meters)    2436.65  (feet)  COMP
 CU0446  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 CU0446
 CU0446  VERT ORDER  -  SECOND    CLASS 0
 CU0446
 CU0446.The horizontal coordinates were scaled from a topographic map and have
 CU0446.an estimated accuracy of +/- 6 seconds.
 CU0446
 CU0446.The orthometric height was determined by differential leveling
 CU0446.and adjusted by the National Geodetic Survey in June 1991..
 CU0446
 CU0446.The geoid height was determined by GEOID03.
 CU0446
 CU0446.The dynamic height is computed by dividing the NAVD 88
 CU0446.geopotential number by the normal gravity value computed on the
 CU0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0446.degrees latitude (g = 980.6199 gals.).
 CU0446
 CU0446.The modeled gravity was interpolated from observed gravity values.
 CU0446
 CU0446;                    North         East    Units  Estimated Accuracy
 CU0446;SPC TXNC     - 2,117,870.      384,470.      MT  (+/- 180 meters Scaled)
 CU0446
 CU0446                          SUPERSEDED SURVEY CONTROL
 CU0446
 CU0446  NGVD 29 (??/??/92)  743.393  (m)         2438.95   (f) ADJ UNCH    2 0
 CU0446
 CU0446.Superseded values are not recommended for survey control.
 CU0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0446.See file dsdata.txt to determine how the superseded data were derived.
 CU0446
 CU0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB313203(NAD 83)
 CU0446_MARKER: DB = BENCH MARK DISK
 CU0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0446_STAMPING: F 1176 1961
 CU0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0446+STABILITY: SURFACE MOTION
 CU0446
 CU0446  HISTORY     - Date     Condition        Report By
 CU0446  HISTORY     - 1961     MONUMENTED       CGS
 CU0446
 CU0446                          STATION DESCRIPTION
 CU0446
 CU0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0446'7.75 MI E FROM SNYDER.
 CU0446'ABOUT 3.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CU0446'FROM THE STATION AT SNYDER, THENCE 4.45 MILES EAST ALONG U. S. HIGHWAY
 CU0446'180, 125 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 95 FEET
 CU0446'NORTHEAST OF THE CENTER LINE OF A GRADED DIRT ROAD, 153 FEET SOUTHEAST
 CU0446'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND THE DIRT ROAD, 2 FEET
 CU0446'NORTHWEST OF A FENCE, 2.2 FEET NORTHEAST OF A METAL WITNESS POST,
 CU0446'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CU0446'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0235 ***********************************************************************
 CB0235  DESIGNATION -  F 1177
 CB0235  PID         -  CB0235
 CB0235  STATE/COUNTY-  TX/COKE
 CB0235  USGS QUAD   -  EDITH (1987)
 CB0235
 CB0235                         *CURRENT SURVEY CONTROL
 CB0235  ___________________________________________________________________
 CB0235* NAD 83(1986)-  31 53 58.     (N)    100 35 43.     (W)     SCALED    
 CB0235* NAVD 88     -       599.543  (meters)    1967.00   (feet)  ADJUSTED  
 CB0235  ___________________________________________________________________
 CB0235  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 CB0235  DYNAMIC HT  -         598.743 (meters)    1964.38  (feet)  COMP
 CB0235  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 CB0235
 CB0235  VERT ORDER  -  SECOND    CLASS 0
 CB0235
 CB0235.The horizontal coordinates were scaled from a topographic map and have
 CB0235.an estimated accuracy of +/- 6 seconds.
 CB0235
 CB0235.The orthometric height was determined by differential leveling
 CB0235.and adjusted by the National Geodetic Survey in June 1991..
 CB0235
 CB0235.The geoid height was determined by GEOID03.
 CB0235
 CB0235.The dynamic height is computed by dividing the NAVD 88
 CB0235.geopotential number by the normal gravity value computed on the
 CB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0235.degrees latitude (g = 980.6199 gals.).
 CB0235
 CB0235.The modeled gravity was interpolated from observed gravity values.
 CB0235
 CB0235;                    North         East    Units  Estimated Accuracy
 CB0235;SPC TX C     - 3,247,560.      675,220.      MT  (+/- 180 meters Scaled)
 CB0235
 CB0235                          SUPERSEDED SURVEY CONTROL
 CB0235
 CB0235  NGVD 29 (??/??/92)  599.344  (m)         1966.35   (f) ADJ UNCH    2 0
 CB0235
 CB0235.Superseded values are not recommended for survey control.
 CB0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0235.See file dsdata.txt to determine how the superseded data were derived.
 CB0235
 CB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA491304(NAD 83)
 CB0235_MARKER: DB = BENCH MARK DISK
 CB0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0235_STAMPING: F 1177 1961
 CB0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0235+STABILITY: SURFACE MOTION
 CB0235
 CB0235  HISTORY     - Date     Condition        Report By
 CB0235  HISTORY     - 1961     MONUMENTED       CGS
 CB0235
 CB0235                          STATION DESCRIPTION
 CB0235
 CB0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0235'7.2 MI W FROM ROBERT LEE.
 CB0235'ABOUT 0.2K MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0235'ROBERT LEE, THENCE 6.95 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0235'ROAD 387, ABOUT 0.1 MILE EAST OF A GROUP OF ABANDONED FARM BUILDINGS,
 CB0235'49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14 FEET WEST OF A
 CB0235'GATE POST AT THE WEST END OF A WOODEN GATE, 1 FOOT SOUTH OF A FENCE,
 CB0235'1.7 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 CB0235'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0267 ***********************************************************************
 CB0267  DESIGNATION -  F 1178
 CB0267  PID         -  CB0267
 CB0267  STATE/COUNTY-  TX/STERLING
 CB0267  USGS QUAD   -  STERLING CITY NW (1987)
 CB0267
 CB0267                         *CURRENT SURVEY CONTROL
 CB0267  ___________________________________________________________________
 CB0267* NAD 83(1986)-  31 53 22.     (N)    100 57 23.     (W)     SCALED    
 CB0267* NAVD 88     -       740.931  (meters)    2430.87   (feet)  ADJUSTED  
 CB0267  ___________________________________________________________________
 CB0267  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 CB0267  DYNAMIC HT  -         739.914 (meters)    2427.53  (feet)  COMP
 CB0267  MODELED GRAV-     979,242.1   (mgal)                       NAVD 88
 CB0267
 CB0267  VERT ORDER  -  SECOND    CLASS 0
 CB0267
 CB0267.The horizontal coordinates were scaled from a topographic map and have
 CB0267.an estimated accuracy of +/- 6 seconds.
 CB0267
 CB0267.The orthometric height was determined by differential leveling
 CB0267.and adjusted by the National Geodetic Survey in June 1991..
 CB0267
 CB0267.The geoid height was determined by GEOID03.
 CB0267
 CB0267.The dynamic height is computed by dividing the NAVD 88
 CB0267.geopotential number by the normal gravity value computed on the
 CB0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0267.degrees latitude (g = 980.6199 gals.).
 CB0267
 CB0267.The modeled gravity was interpolated from observed gravity values.
 CB0267
 CB0267;                    North         East    Units  Estimated Accuracy
 CB0267;SPC TX C     - 3,246,580.      641,060.      MT  (+/- 180 meters Scaled)
 CB0267
 CB0267                          SUPERSEDED SURVEY CONTROL
 CB0267
 CB0267  NGVD 29 (??/??/92)  740.700  (m)         2430.11   (f) ADJ UNCH    2 0
 CB0267
 CB0267.Superseded values are not recommended for survey control.
 CB0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0267.See file dsdata.txt to determine how the superseded data were derived.
 CB0267
 CB0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA149298(NAD 83)
 CB0267_MARKER: DB = BENCH MARK DISK
 CB0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0267_STAMPING: F 1178 1961
 CB0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0267+STABILITY: SURFACE MOTION
 CB0267
 CB0267  HISTORY     - Date     Condition        Report By
 CB0267  HISTORY     - 1961     MONUMENTED       CGS
 CB0267  HISTORY     - 1972     GOOD             NGS
 CB0267
 CB0267                          STATION DESCRIPTION
 CB0267
 CB0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0267'4.8 MI NE FROM STERLING CITY.
 CB0267'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0267'AT STERLING CITY, THENCE 4.05 MILES NORTH ALONG STATE HIGHWAY 158 AND
 CB0267'FARM ROAD 387, 0.15 MILE NORTH OF A FLOOD GAGE SIGN, ABOUT MIDWAY
 CB0267'BETWEEN 2 CURVES IN THE HIGHWAY, 48 FEET WEST OF THE CENTER LINE OF
 CB0267'THE HIGHWAY, 1 1/2 FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A METAL
 CB0267'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CB0267'CONCRETE POST PROJECTING 6 INCHES.
 CB0267
 CB0267                          STATION RECOVERY (1972)
 CB0267
 CB0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CB0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0268 ***********************************************************************
 CB0268  DESIGNATION -  F 1178 RESET 1972
 CB0268  PID         -  CB0268
 CB0268  STATE/COUNTY-  TX/STERLING
 CB0268  USGS QUAD   -  STERLING CITY NW (1987)
 CB0268
 CB0268                         *CURRENT SURVEY CONTROL
 CB0268  ___________________________________________________________________
 CB0268* NAD 83(1986)-  31 53 22.     (N)    100 57 21.     (W)     SCALED    
 CB0268* NAVD 88     -       740.64   (+/-2cm)    2429.9    (feet)  VERTCON   
 CB0268  ___________________________________________________________________
 CB0268  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 CB0268
 CB0268  VERT ORDER  -  THIRD (See Below)
 CB0268
 CB0268.The horizontal coordinates were scaled from a topographic map and have
 CB0268.an estimated accuracy of +/- 6 seconds.
 CB0268
 CB0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0268.The vertical order pertains to the NGVD 29 superseded value.
 CB0268
 CB0268.The geoid height was determined by GEOID03.
 CB0268
 CB0268;                    North         East    Units  Estimated Accuracy
 CB0268;SPC TX C     - 3,246,580.      641,110.      MT  (+/- 180 meters Scaled)
 CB0268
 CB0268                          SUPERSEDED SURVEY CONTROL
 CB0268
 CB0268  NGVD 29 (01/29/03)  740.41   (m)         2429.2    (f) RESET       3  
 CB0268
 CB0268.Superseded values are not recommended for survey control.
 CB0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0268.See file dsdata.txt to determine how the superseded data were derived.
 CB0268
 CB0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA150298(NAD 83)
 CB0268_MARKER: DB = BENCH MARK DISK
 CB0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0268_STAMPING: F 1178 RESET 1972
 CB0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0268+STABILITY: SURFACE MOTION
 CB0268
 CB0268  HISTORY     - Date     Condition        Report By
 CB0268  HISTORY     - 1972     MONUMENTED       NGS
 CB0268
 CB0268                          STATION DESCRIPTION
 CB0268
 CB0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CB0268'4 MI NE FROM STERLING CITY.
 CB0268'FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 158, WHICH
 CB0268'IS LOCATED ON THE EAST EDGE OF STERLING CITY.  GO NORTHERLY ON STATE
 CB0268'HIGHWAY 158 FOR 2.3 MILES TO BRIDGE, CONTINUE NORTHERLY ON STATE
 CB0268'HIGHWAY 158 FOR 1.45 MILES TO MARK ON THE RIGHT.  A STANDARD BENCH
 CB0268'MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS
 CB0268'4-INCHES AND IS STAMPED F 1178 RESET 1972.  IT IS 74 FEET EAST OF THE
 CB0268'CENTER-LINE OF HIGHWAY, 2 FEET NORTH OF A METAL WITNESS POST AND
 CB0268'1-FOOT WEST OF THE FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0424 ***********************************************************************
 CU0424  DESIGNATION -  F 1179
 CU0424  PID         -  CU0424
 CU0424  STATE/COUNTY-  TX/FISHER
 CU0424  USGS QUAD   -  HOBBS (1969)
 CU0424
 CU0424                         *CURRENT SURVEY CONTROL
 CU0424  ___________________________________________________________________
 CU0424* NAD 83(1986)-  32 51 03.     (N)    100 36 45.     (W)     SCALED    
 CU0424* NAVD 88     -       653.181  (meters)    2142.98   (feet)  ADJUSTED  
 CU0424  ___________________________________________________________________
 CU0424  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CU0424  DYNAMIC HT  -         652.333 (meters)    2140.20  (feet)  COMP
 CU0424  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 CU0424
 CU0424  VERT ORDER  -  SECOND    CLASS 0
 CU0424
 CU0424.The horizontal coordinates were scaled from a topographic map and have
 CU0424.an estimated accuracy of +/- 6 seconds.
 CU0424
 CU0424.The orthometric height was determined by differential leveling
 CU0424.and adjusted by the National Geodetic Survey in June 1991..
 CU0424
 CU0424.The geoid height was determined by GEOID03.
 CU0424
 CU0424.The dynamic height is computed by dividing the NAVD 88
 CU0424.geopotential number by the normal gravity value computed on the
 CU0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0424.degrees latitude (g = 980.6199 gals.).
 CU0424
 CU0424.The modeled gravity was interpolated from observed gravity values.
 CU0424
 CU0424;                    North         East    Units  Estimated Accuracy
 CU0424;SPC TXNC     - 2,133,300.      402,290.      MT  (+/- 180 meters Scaled)
 CU0424
 CU0424                          SUPERSEDED SURVEY CONTROL
 CU0424
 CU0424  NGVD 29 (??/??/92)  652.926  (m)         2142.14   (f) ADJ UNCH    2 0
 CU0424
 CU0424.Superseded values are not recommended for survey control.
 CU0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0424.See file dsdata.txt to determine how the superseded data were derived.
 CU0424
 CU0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB491359(NAD 83)
 CU0424_MARKER: DB = BENCH MARK DISK
 CU0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0424_STAMPING: F 1179 1961
 CU0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0424+STABILITY: SURFACE MOTION
 CU0424
 CU0424  HISTORY     - Date     Condition        Report By
 CU0424  HISTORY     - 1961     MONUMENTED       CGS
 CU0424
 CU0424                          STATION DESCRIPTION
 CU0424
 CU0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0424'5.2 MI N FROM HOBBS.
 CU0424'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0424'HOBBS, THENCE 2.0 MILES NORTH ALONG FARM ROAD 611, THENCE 3.0 MILES
 CU0424'NORTH ALONG A GRADED DIRT ROAD, 25 FEET EAST OF THE CENTER LINE OF THE
 CU0424'ROAD, 6 FEET SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE ROAD
 CU0424'LEADING WEST TO A RANCH AND PHILLIPS AIRFIELD, 53 1/2 FEET NORTH OF A
 CU0424'CORNER FENCE POST, 6 1/2 FEET NORTH OF A POWER POLE THAT IS BRACED BY
 CU0424'A GUY WIRE, 1 FOOT WEST OF A FENCE, 1.7 FEET EAST OF A METAL WITNESS
 CU0424'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE DIRT ROAD, AND SET IN THE
 CU0424'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0351 ***********************************************************************
 CA0351  DESIGNATION -  F 118
 CA0351  PID         -  CA0351
 CA0351  STATE/COUNTY-  TX/MILLS
 CA0351  USGS QUAD   -  LAKE MERRITT (1979)
 CA0351
 CA0351                         *CURRENT SURVEY CONTROL
 CA0351  ___________________________________________________________________
 CA0351* NAD 83(1986)-  31 33 27.     (N)    098 32 57.     (W)     SCALED    
 CA0351* NAVD 88     -       483.253  (meters)    1585.47   (feet)  ADJUSTED  
 CA0351  ___________________________________________________________________
 CA0351  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 CA0351  DYNAMIC HT  -         482.610 (meters)    1583.36  (feet)  COMP
 CA0351  MODELED GRAV-     979,295.1   (mgal)                       NAVD 88
 CA0351
 CA0351  VERT ORDER  -  SECOND    CLASS 0
 CA0351
 CA0351.The horizontal coordinates were scaled from a topographic map and have
 CA0351.an estimated accuracy of +/- 6 seconds.
 CA0351
 CA0351.The orthometric height was determined by differential leveling
 CA0351.and adjusted by the National Geodetic Survey in June 1991..
 CA0351
 CA0351.The geoid height was determined by GEOID03.
 CA0351
 CA0351.The dynamic height is computed by dividing the NAVD 88
 CA0351.geopotential number by the normal gravity value computed on the
 CA0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0351.degrees latitude (g = 980.6199 gals.).
 CA0351
 CA0351.The modeled gravity was interpolated from observed gravity values.
 CA0351
 CA0351;                    North         East    Units  Estimated Accuracy
 CA0351;SPC TX C     - 3,210,970.      869,380.      MT  (+/- 180 meters Scaled)
 CA0351
 CA0351                          SUPERSEDED SURVEY CONTROL
 CA0351
 CA0351  NGVD 29 (??/??/92)  483.144  (m)         1585.11   (f) ADJ UNCH    2 0
 CA0351
 CA0351.Superseded values are not recommended for survey control.
 CA0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0351.See file dsdata.txt to determine how the superseded data were derived.
 CA0351
 CA0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV427914(NAD 83)
 CA0351_MARKER: DB = BENCH MARK DISK
 CA0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0351_STAMPING: 1585.171 F 118 1933
 CA0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0351+STABILITY: SURFACE MOTION
 CA0351
 CA0351  HISTORY     - Date     Condition        Report By
 CA0351  HISTORY     - 1933     MONUMENTED       CGS
 CA0351  HISTORY     - 1957     GOOD             TXHD
 CA0351  HISTORY     - 1983     GOOD             NGS
 CA0351
 CA0351                          STATION DESCRIPTION
 CA0351
 CA0351'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 CA0351'7.6 MI N FROM GOLDTHWAITE.
 CA0351'7.6 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 CA0351'GOLDTHWAITE, MILLS COUNTY, 200 FEET EAST OF THE CENTERLINE OF THE
 CA0351'HIGHWAY, AND AT THE SOUTH EAST-AND-WEST FENCE OF THE LOT IN WHICH THE
 CA0351'FARMHOUSE OF MRS. W. W. JOHNSON IS LOCATED AND SET IN THE TOP OF A
 CA0351'CONCRETE POST.
 CA0351
 CA0351                          STATION RECOVERY (1983)
 CA0351
 CA0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0511 ***********************************************************************
 CU0511  DESIGNATION -  F 1180
 CU0511  PID         -  CU0511
 CU0511  STATE/COUNTY-  TX/SCURRY
 CU0511  USGS QUAD   -  IRA (1979)
 CU0511
 CU0511                         *CURRENT SURVEY CONTROL
 CU0511  ___________________________________________________________________
 CU0511* NAD 83(1986)-  32 34 22.     (N)    101 00 55.     (W)     SCALED    
 CU0511* NAVD 88     -       705.111  (meters)    2313.35   (feet)  ADJUSTED  
 CU0511  ___________________________________________________________________
 CU0511  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CU0511  DYNAMIC HT  -         704.174 (meters)    2310.28  (feet)  COMP
 CU0511  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 CU0511
 CU0511  VERT ORDER  -  SECOND    CLASS 0
 CU0511
 CU0511.The horizontal coordinates were scaled from a topographic map and have
 CU0511.an estimated accuracy of +/- 6 seconds.
 CU0511
 CU0511.The orthometric height was determined by differential leveling
 CU0511.and adjusted by the National Geodetic Survey in June 1991..
 CU0511
 CU0511.The geoid height was determined by GEOID03.
 CU0511
 CU0511.The dynamic height is computed by dividing the NAVD 88
 CU0511.geopotential number by the normal gravity value computed on the
 CU0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0511.degrees latitude (g = 980.6199 gals.).
 CU0511
 CU0511.The modeled gravity was interpolated from observed gravity values.
 CU0511
 CU0511;                    North         East    Units  Estimated Accuracy
 CU0511;SPC TXNC     - 2,103,310.      363,860.      MT  (+/- 180 meters Scaled)
 CU0511
 CU0511                          SUPERSEDED SURVEY CONTROL
 CU0511
 CU0511  NGVD 29 (??/??/92)  704.847  (m)         2312.49   (f) ADJ UNCH    2 0
 CU0511
 CU0511.Superseded values are not recommended for survey control.
 CU0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0511.See file dsdata.txt to determine how the superseded data were derived.
 CU0511
 CU0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB108057(NAD 83)
 CU0511_MARKER: DB = BENCH MARK DISK
 CU0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0511_STAMPING: F 1180 1961
 CU0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0511+STABILITY: SURFACE MOTION
 CU0511
 CU0511  HISTORY     - Date     Condition        Report By
 CU0511  HISTORY     - 1961     MONUMENTED       CGS
 CU0511  HISTORY     - 1968     GOOD             NGS
 CU0511
 CU0511                          STATION DESCRIPTION
 CU0511
 CU0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0511'1.1 MI SW FROM IRA.
 CU0511'ABOUT 1.1 MILES SOUTHWST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0511'CHURCH AT IRA, 51 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13
 CU0511'FEET SOUTHWEST OF A BRACED POWER POLE WHICH HAS A LINE CROSSING OVER
 CU0511'THE HIGHWAY, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 CU0511'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CU0511'INCHES.
 CU0511
 CU0511                          STATION RECOVERY (1968)
 CU0511
 CU0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CU0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0509 ***********************************************************************
 CU0509  DESIGNATION -  F 1181
 CU0509  PID         -  CU0509
 CU0509  STATE/COUNTY-  TX/SCURRY
 CU0509  USGS QUAD   -  IRA NE (1979)
 CU0509
 CU0509                         *CURRENT SURVEY CONTROL
 CU0509  ___________________________________________________________________
 CU0509* NAD 83(1986)-  32 43 44.     (N)    101 00 56.     (W)     SCALED    
 CU0509* NAVD 88     -       743.629  (meters)    2439.72   (feet)  ADJUSTED  
 CU0509  ___________________________________________________________________
 CU0509  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CU0509  DYNAMIC HT  -         742.654 (meters)    2436.52  (feet)  COMP
 CU0509  MODELED GRAV-     979,301.6   (mgal)                       NAVD 88
 CU0509
 CU0509  VERT ORDER  -  SECOND    CLASS 0
 CU0509
 CU0509.The horizontal coordinates were scaled from a topographic map and have
 CU0509.an estimated accuracy of +/- 6 seconds.
 CU0509
 CU0509.The orthometric height was determined by differential leveling
 CU0509.and adjusted by the National Geodetic Survey in June 1991..
 CU0509
 CU0509.The geoid height was determined by GEOID03.
 CU0509
 CU0509.The dynamic height is computed by dividing the NAVD 88
 CU0509.geopotential number by the normal gravity value computed on the
 CU0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0509.degrees latitude (g = 980.6199 gals.).
 CU0509
 CU0509.The modeled gravity was interpolated from observed gravity values.
 CU0509
 CU0509;                    North         East    Units  Estimated Accuracy
 CU0509;SPC TXNC     - 2,120,610.      364,250.      MT  (+/- 180 meters Scaled)
 CU0509
 CU0509                          SUPERSEDED SURVEY CONTROL
 CU0509
 CU0509  NGVD 29 (??/??/92)  743.327  (m)         2438.73   (f) ADJ UNCH    2 0
 CU0509
 CU0509.Superseded values are not recommended for survey control.
 CU0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0509.See file dsdata.txt to determine how the superseded data were derived.
 CU0509
 CU0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB111230(NAD 83)
 CU0509_MARKER: DB = BENCH MARK DISK
 CU0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0509_STAMPING: F 1181 1961
 CU0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0509+STABILITY: SURFACE MOTION
 CU0509
 CU0509  HISTORY     - Date     Condition        Report By
 CU0509  HISTORY     - 1961     MONUMENTED       CGS
 CU0509
 CU0509                          STATION DESCRIPTION
 CU0509
 CU0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0509'7.0 MI W FROM SNYDER.
 CU0509'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0509'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0509'5.9 MILES WEST ALONG U. S. HIGHWAY 180, 168 FEET NORTHWEST OF THE
 CU0509'CENTER OF THE INTERSECTION OF THE HIGHWAY AND A DIRT ROAD, 134 FEET
 CU0509'NORTH OF THE CENTER LINE OF THE HIGHWAY, 106 FEET WEST OF THE CENTER
 CU0509'LINE OF THE DIRT ROAD, 77 FEET NORTHEAST OF A POWER POLE, 2 1/2 FEET
 CU0509'SOUTHEAST OF A FENCE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT
 CU0509'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CU0509'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0148 ***********************************************************************
 AW0148  DESIGNATION -  F 1182
 AW0148  PID         -  AW0148
 AW0148  STATE/COUNTY-  TX/BRAZORIA
 AW0148  USGS QUAD   -  MANVEL (1974)
 AW0148
 AW0148                         *CURRENT SURVEY CONTROL
 AW0148  ___________________________________________________________________
 AW0148* NAD 83(1986)-  29 27 57.     (N)    095 15 29.     (W)     SCALED    
 AW0148* NAVD 88     -        13.46   (+/-2cm)      44.2    (feet)  VERTCON   
 AW0148  ___________________________________________________________________
 AW0148  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW0148
 AW0148  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0148
 AW0148.The horizontal coordinates were scaled from a topographic map and have
 AW0148.an estimated accuracy of +/- 6 seconds.
 AW0148
 AW0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0148.The vertical order pertains to the NGVD 29 superseded value.
 AW0148
 AW0148.The geoid height was determined by GEOID03.
 AW0148
 AW0148;                    North         East    Units  Estimated Accuracy
 AW0148;SPC TXSC     - 4,186,730.      962,850.      MT  (+/- 180 meters Scaled)
 AW0148
 AW0148                          SUPERSEDED SURVEY CONTROL
 AW0148
 AW0148  NGVD 29 (??/??/92)   13.458  (m)           44.15   (f) ADJ UNCH    1 1
 AW0148
 AW0148.Superseded values are not recommended for survey control.
 AW0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0148.See file dsdata.txt to determine how the superseded data were derived.
 AW0148
 AW0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN810617(NAD 83)
 AW0148_MARKER: DB = BENCH MARK DISK
 AW0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0148_SP_SET: FOUNDATION
 AW0148_STAMPING: F 1182 1963
 AW0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0148+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0148
 AW0148  HISTORY     - Date     Condition        Report By
 AW0148  HISTORY     - 1963     MONUMENTED       CGS
 AW0148  HISTORY     - 1973     GOOD             NGS
 AW0148  HISTORY     - 1978     GOOD             NGS
 AW0148  HISTORY     - 1978     GOOD             NGS
 AW0148  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0148  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0148  HISTORY     - 19970628 GOOD             USPSQD
 AW0148  HISTORY     - 20051009 GOOD             USPSQD
 AW0148
 AW0148                          STATION DESCRIPTION
 AW0148
 AW0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0148'3.0 MI N FROM ALVIN.
 AW0148'3.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0148'THE STATION AT ALVIN, 1 1/2 POLES NORTH OF MILE POST 3, SET IN THE TOP
 AW0148'AND AT THE SOUTHWEST EDGE OF THE CONCRETE FOUNDATION OF A SEMAPHORE,
 AW0148'8.2 FEET EAST OF THE EAST RAIL OF THE TRACK, AND ABOUT LEVEL WITH THE
 AW0148'TRACK.
 AW0148
 AW0148                          STATION RECOVERY (1978)
 AW0148
 AW0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0148'RECOVERED IN GOOD CONDITION.
 AW0148
 AW0148                          STATION RECOVERY (1978)
 AW0148
 AW0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0148'RECOVERED IN GOOD CONDITION.
 AW0148
 AW0148                          STATION RECOVERY (1986)
 AW0148
 AW0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0148'THERE IS A NEW SIGNAL AT THIS LOCATION.
 AW0148
 AW0148                          STATION RECOVERY (1990)
 AW0148
 AW0148'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW0148'MARK NOT FOUND.
 AW0148
 AW0148                          STATION RECOVERY (1997)
 AW0148
 AW0148'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0148'RECOVERED IN GOOD CONDITION.
 AW0148
 AW0148                          STATION RECOVERY (2005)
 AW0148
 AW0148'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0148'FROM AW0149 GO SOUTH ON CR144 AND THEN ON THE DIRT ROAD TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0384 ***********************************************************************
 AW0384  DESIGNATION -  F 1183
 AW0384  PID         -  AW0384
 AW0384  STATE/COUNTY-  TX/HARRIS
 AW0384  USGS QUAD   -  JACINTO CITY (1982)
 AW0384
 AW0384                         *CURRENT SURVEY CONTROL
 AW0384  ___________________________________________________________________
 AW0384* NAD 83(1986)-  29 50 31.     (N)    095 11 20.     (W)     SCALED    
 AW0384* NAVD 88     -        12.044  (meters)      39.51   (feet)  ADJUSTED  
 AW0384  ___________________________________________________________________
 AW0384  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0384  DYNAMIC HT  -          12.027 (meters)      39.46  (feet)  COMP
 AW0384  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 AW0384  OBS GRAVITY -     979,296.4   (mgal)                       GRAV_OBS
 AW0384
 AW0384  VERT ORDER  -  FIRST     CLASS I
 AW0384
 AW0384.The horizontal coordinates were scaled from a topographic map and have
 AW0384.an estimated accuracy of +/- 6 seconds.
 AW0384
 AW0384.The orthometric height was determined by differential leveling
 AW0384.and adjusted by the National Geodetic Survey in June 1991..
 AW0384
 AW0384.The geoid height was determined by GEOID03.
 AW0384
 AW0384.The dynamic height is computed by dividing the NAVD 88
 AW0384.geopotential number by the normal gravity value computed on the
 AW0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0384.degrees latitude (g = 980.6199 gals.).
 AW0384
 AW0384.The modeled gravity was interpolated from observed gravity values.
 AW0384.The observed gravity was obtained from relative gravimeter ties
 AW0384.to the IGSN71 gravity network.
 AW0384
 AW0384;                    North         East    Units  Estimated Accuracy
 AW0384;SPC TXSC     - 4,228,610.      968,200.      MT  (+/- 180 meters Scaled)
 AW0384
 AW0384                          SUPERSEDED SURVEY CONTROL
 AW0384
 AW0384  NGVD 29 (12/23/87)   12.041  (m)           39.50   (f) ADJUSTED    1 1
 AW0384
 AW0384.Superseded values are not recommended for survey control.
 AW0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0384.See file dsdata.txt to determine how the superseded data were derived.
 AW0384
 AW0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP885032(NAD 83)
 AW0384_MARKER: DB = BENCH MARK DISK
 AW0384_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0384_SP_SET: HEADWALL
 AW0384_STAMPING: F 1183 1963
 AW0384_MARK LOGO: CGS   
 AW0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0384+STABILITY: SURFACE MOTION
 AW0384
 AW0384  HISTORY     - Date     Condition        Report By
 AW0384  HISTORY     - 1963     MONUMENTED       CGS
 AW0384  HISTORY     - 1972     GOOD             NGS
 AW0384  HISTORY     - 1978     GOOD             NGS
 AW0384  HISTORY     - 1983     GOOD             NGS
 AW0384  HISTORY     - 1986     GOOD             NGS
 AW0384  HISTORY     - 1987     GOOD             USPSQD
 AW0384  HISTORY     - 1987     GOOD             USPSQD
 AW0384  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW0384
 AW0384                          STATION DESCRIPTION
 AW0384
 AW0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0384'4.1 MI SW FROM SHELDON.
 AW0384'ABOUT 4.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 90 FROM THE INTERSECTION
 AW0384'OF SHELDON ROAD AT SHELDON, 31 FEET NORTHWEST OF THE CENTER LINE OF
 AW0384'THE HIGHWAY, 59 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN
 AW0384'PACIFIC RAILROAD TRACK, 36 FEET SOUTH OF THE 6TH TELEGRAPH POLE
 AW0384'SOUTHWEST OF MILEPOST 350, SET ON TOP AND IN THE CENTER OF THE
 AW0384'NORTHWEST HEADWALL FOR A 30-FOOT CONCRETE BOX CULVERT AND ABOUT LEVEL
 AW0384'WITH THE HIGHWAY.
 AW0384
 AW0384                          STATION RECOVERY (1978)
 AW0384
 AW0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0384'RECOVERED IN GOOD CONDITION.
 AW0384
 AW0384                          STATION RECOVERY (1983)
 AW0384
 AW0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0384'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 36 FEET SOUTH OF THE 6TH
 AW0384'TELEGRAPH POLE SOUTHWEST OF MILEPOST 350.
 AW0384
 AW0384                          STATION RECOVERY (1986)
 AW0384
 AW0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0384'RECOVERED IN GOOD CONDITION.
 AW0384
 AW0384                          STATION RECOVERY (1987)
 AW0384
 AW0384'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0384'RECOVERED IN GOOD CONDITION.
 AW0384
 AW0384                          STATION RECOVERY (1987)
 AW0384
 AW0384'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0384'RECOVERED IN GOOD CONDITION.
 AW0384
 AW0384                          STATION RECOVERY (1994)
 AW0384
 AW0384'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0933 ***********************************************************************
 AW0933  DESIGNATION -  F 1184
 AW0933  PID         -  AW0933
 AW0933  STATE/COUNTY-  TX/HARRIS
 AW0933  USGS QUAD   -  HIGHLANDS (1995)
 AW0933
 AW0933                         *CURRENT SURVEY CONTROL
 AW0933  ___________________________________________________________________
 AW0933* NAD 83(1986)-  29 46 58.     (N)    095 06 09.     (W)     SCALED    
 AW0933* NAVD 88     -         6.107  (meters)      20.04   (feet)  ADJUSTED  
 AW0933  ___________________________________________________________________
 AW0933  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0933  DYNAMIC HT  -           6.099 (meters)      20.01  (feet)  COMP
 AW0933  MODELED GRAV-     979,289.9   (mgal)                       NAVD 88
 AW0933
 AW0933  VERT ORDER  -  FIRST     CLASS II
 AW0933
 AW0933.The horizontal coordinates were scaled from a topographic map and have
 AW0933.an estimated accuracy of +/- 6 seconds.
 AW0933
 AW0933.The orthometric height was determined by differential leveling
 AW0933.and adjusted by the National Geodetic Survey in June 1991..
 AW0933
 AW0933.The geoid height was determined by GEOID03.
 AW0933
 AW0933.The dynamic height is computed by dividing the NAVD 88
 AW0933.geopotential number by the normal gravity value computed on the
 AW0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0933.degrees latitude (g = 980.6199 gals.).
 AW0933
 AW0933.The modeled gravity was interpolated from observed gravity values.
 AW0933
 AW0933;                    North         East    Units  Estimated Accuracy
 AW0933;SPC TXSC     - 4,222,330.      976,760.      MT  (+/- 180 meters Scaled)
 AW0933
 AW0933                          SUPERSEDED SURVEY CONTROL
 AW0933
 AW0933  NGVD 29 (12/23/87)    6.105  (m)           20.03   (f) ADJUSTED    1 2
 AW0933
 AW0933.Superseded values are not recommended for survey control.
 AW0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0933.See file dsdata.txt to determine how the superseded data were derived.
 AW0933
 AW0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN967965(NAD 83)
 AW0933_MARKER: DB = BENCH MARK DISK
 AW0933_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0933_SP_SET: SHALLOW-SET PIPE
 AW0933_STAMPING: F 1184 1964
 AW0933_MARK LOGO: CGS   
 AW0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0933
 AW0933  HISTORY     - Date     Condition        Report By
 AW0933  HISTORY     - 1964     MONUMENTED       CGS
 AW0933  HISTORY     - 1973     GOOD             NGS
 AW0933  HISTORY     - 1978     GOOD             DOD
 AW0933  HISTORY     - 1978     GOOD             NGS
 AW0933  HISTORY     - 1986     GOOD             NGS
 AW0933  HISTORY     - 1987     GOOD             USPSQD
 AW0933  HISTORY     - 1987     GOOD             USPSQD
 AW0933  HISTORY     - 1987     GOOD             USPSQD
 AW0933  HISTORY     - 1987     GOOD             USPSQD
 AW0933  HISTORY     - 1987     GOOD             USPSQD
 AW0933  HISTORY     - 1988     GOOD             USPSQD
 AW0933  HISTORY     - 1988     GOOD             USPSQD
 AW0933  HISTORY     - 1988     GOOD             USPSQD
 AW0933  HISTORY     - 1988     GOOD             USPSQD
 AW0933  HISTORY     - 1988     GOOD             USPSQD
 AW0933  HISTORY     - 1988     GOOD             USPSQD
 AW0933  HISTORY     - 1988     GOOD             USPSQD
 AW0933  HISTORY     - 1989     GOOD             USPSQD
 AW0933  HISTORY     - 1990     GOOD             USPSQD
 AW0933  HISTORY     - 19940818 GOOD             USPSQD
 AW0933
 AW0933                          STATION DESCRIPTION
 AW0933
 AW0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0933'0.8 MI E FROM CHANNELVIEW.
 AW0933'ABOUT 0.8 MILE EAST ALONG MARKET ST. FROM THE POST OFFICE AT
 AW0933'CHANNELVIEW, 84 YARDS (P) EAST OF THE EAST CORNER OF A CONCRETE
 AW0933'HIGHWAY BRIDGE, 180 FEET SOUTHEAST OF THE CENTER LINE OF A CURVE IN
 AW0933'MARKET ST., 43 1/2 FEET NORTHEAST OF THE CENTER LINE OF AN ASPHALT
 AW0933'ROAD, AT THE WEST CORNER OF A BALL PARK AT RIVER TERRACE PARK, SET IN
 AW0933'THE TOP OF THE NORTHWEST SIDE OF A 16-INCH PIPE FILLED WITH CONCRETE
 AW0933'AND SUPPORTING THE WEST PIPE CORNER POST OF A CHAIN LINK FENCE, AND 2
 AW0933'FEET ABOVE THE LEVEL OF THE GROUND.
 AW0933
 AW0933                          STATION RECOVERY (1978)
 AW0933
 AW0933'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1978)
 AW0933
 AW0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1986)
 AW0933
 AW0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1987)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1987)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1987 (MD)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1987)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1987)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1987)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJS)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1988)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1988)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1988)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1988)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1988)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1988)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1988)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1989)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1990)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW0933'RECOVERED IN GOOD CONDITION.
 AW0933
 AW0933                          STATION RECOVERY (1994)
 AW0933
 AW0933'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3825 ***********************************************************************
 AW3825  DESIGNATION -  F 1185
 AW3825  PID         -  AW3825
 AW3825  STATE/COUNTY-  TX/HARRIS
 AW3825  USGS QUAD   -  PASADENA (1995)
 AW3825
 AW3825                         *CURRENT SURVEY CONTROL
 AW3825  ___________________________________________________________________
 AW3825* NAD 83(1986)-  29 44 48.     (N)    095 13 58.     (W)     SCALED    
 AW3825* NAVD 88     -         9.45   (+/-2cm)      31.0    (feet)  VERTCON   
 AW3825  ___________________________________________________________________
 AW3825  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW3825
 AW3825  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3825
 AW3825.The horizontal coordinates were scaled from a topographic map and have
 AW3825.an estimated accuracy of +/- 6 seconds.
 AW3825
 AW3825.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3825.The vertical order pertains to the NGVD 29 superseded value.
 AW3825
 AW3825.The geoid height was determined by GEOID03.
 AW3825
 AW3825;                    North         East    Units  Estimated Accuracy
 AW3825;SPC TXSC     - 4,217,920.      964,300.      MT  (+/- 180 meters Scaled)
 AW3825
 AW3825                          SUPERSEDED SURVEY CONTROL
 AW3825
 AW3825  NGVD 29 (??/??/92)    9.444  (m)           30.98   (f) ADJ UNCH    1 2
 AW3825
 AW3825.Superseded values are not recommended for survey control.
 AW3825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3825.See file dsdata.txt to determine how the superseded data were derived.
 AW3825
 AW3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN840928(NAD 83)
 AW3825_MARKER: DB = BENCH MARK DISK
 AW3825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3825_SP_SET: CULVERT
 AW3825_STAMPING: F 1185 1964
 AW3825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3825+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2003
 AW3825
 AW3825  HISTORY     - Date     Condition        Report By
 AW3825  HISTORY     - 1964     MONUMENTED       CGS
 AW3825  HISTORY     - 1978     GOOD             DOD
 AW3825  HISTORY     - 19940712 GOOD             USPSQD
 AW3825  HISTORY     - 20031006 GOOD             USPSQD
 AW3825
 AW3825                          STATION DESCRIPTION
 AW3825
 AW3825'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3825'0.55 MI E FROM GALENA PARK.
 AW3825'ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE MC ARTHUR SCHOOL AT
 AW3825'GALENA PARK, THENCE 0.45 MILE EAST ALONG THE PORT TERMINAL RAILROAD,
 AW3825'OR 1.3 MILES NORTH ALONG FEDERAL ROAD FROM THE NORTH END OF THE
 AW3825'WASHBURN TUNNEL AT PASADENA, THENCE 1.2 MILES WEST ALONG THE PORT
 AW3825'TERMINAL RAILROAD, 38 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF
 AW3825'HOLLAND AVENUE, 14 1/2 FEET SOUTH OF THE SOUTH RAIL, 34 1/2 FEET EAST
 AW3825'OF THE CENTER LINE OF THE AVENUE, 3 1/2 FEET SOUTHEAST OF A SIGNAL
 AW3825'LIGHT, SET IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEAD WALL OF
 AW3825'A CULVERT, AND ABOUT LEVEL WITH THE TRACK.
 AW3825
 AW3825                          STATION RECOVERY (1978)
 AW3825
 AW3825'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW3825'RECOVERED IN GOOD CONDITION.
 AW3825
 AW3825                          STATION RECOVERY (1994)
 AW3825
 AW3825'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3825'RECOVERED IN GOOD CONDITION.
 AW3825
 AW3825                          STATION RECOVERY (2003)
 AW3825
 AW3825'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW3825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0619 ***********************************************************************
 AW0619  DESIGNATION -  F 1186
 AW0619  PID         -  AW0619
 AW0619  STATE/COUNTY-  TX/GALVESTON
 AW0619  USGS QUAD   -  LAKE COMO (1994)
 AW0619
 AW0619                         *CURRENT SURVEY CONTROL
 AW0619  ___________________________________________________________________
 AW0619* NAD 83(1986)-  29 14 21.     (N)    094 53 26.     (W)     SCALED    
 AW0619* NAVD 88     -         1.663  (meters)       5.46   (feet)  ADJUSTED  
 AW0619  ___________________________________________________________________
 AW0619  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW0619  DYNAMIC HT  -           1.660 (meters)       5.45  (feet)  COMP
 AW0619  MODELED GRAV-     979,255.9   (mgal)                       NAVD 88
 AW0619
 AW0619  VERT ORDER  -  FIRST     CLASS I
 AW0619
 AW0619.The horizontal coordinates were scaled from a topographic map and have
 AW0619.an estimated accuracy of +/- 6 seconds.
 AW0619
 AW0619.The orthometric height was determined by differential leveling
 AW0619.and adjusted by the National Geodetic Survey in June 1991..
 AW0619
 AW0619.The geoid height was determined by GEOID03.
 AW0619
 AW0619.The dynamic height is computed by dividing the NAVD 88
 AW0619.geopotential number by the normal gravity value computed on the
 AW0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0619.degrees latitude (g = 980.6199 gals.).
 AW0619
 AW0619.The modeled gravity was interpolated from observed gravity values.
 AW0619
 AW0619;                    North         East    Units  Estimated Accuracy
 AW0619;SPC TXSC     - 4,162,820.      999,360.      MT  (+/- 180 meters Scaled)
 AW0619
 AW0619                          SUPERSEDED SURVEY CONTROL
 AW0619
 AW0619  NGVD 29 (12/23/87)    1.659  (m)            5.44   (f) ADJUSTED    1 1
 AW0619
 AW0619.Superseded values are not recommended for survey control.
 AW0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0619.See file dsdata.txt to determine how the superseded data were derived.
 AW0619
 AW0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN162359(NAD 83)
 AW0619_MARKER: DB = BENCH MARK DISK
 AW0619_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0619_SP_SET: BRIDGE GUARD RAIL
 AW0619_STAMPING: F 1186 1964
 AW0619_MARK LOGO: CGS   
 AW0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0619+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0619
 AW0619  HISTORY     - Date     Condition        Report By
 AW0619  HISTORY     - 1964     MONUMENTED       CGS
 AW0619  HISTORY     - 1977     GOOD             NGS
 AW0619  HISTORY     - 1978     GOOD             NGS
 AW0619  HISTORY     - 1987     GOOD             USPSQD
 AW0619  HISTORY     - 1987     GOOD             USPSQD
 AW0619  HISTORY     - 1987     GOOD             NGS
 AW0619  HISTORY     - 1988     GOOD             USPSQD
 AW0619  HISTORY     - 1988     GOOD             USPSQD
 AW0619  HISTORY     - 1988     GOOD             USPSQD
 AW0619  HISTORY     - 1988     GOOD             USPSQD
 AW0619  HISTORY     - 1988     GOOD             USPSQD
 AW0619  HISTORY     - 1988     GOOD             USPSQD
 AW0619  HISTORY     - 1988     GOOD             USPSQD
 AW0619  HISTORY     - 1988     GOOD             USPSQD
 AW0619  HISTORY     - 1988     GOOD             USPSQD
 AW0619  HISTORY     - 1988     GOOD             USPSQD
 AW0619  HISTORY     - 1989     GOOD             USPSQD
 AW0619  HISTORY     - 1989     GOOD             USPSQD
 AW0619  HISTORY     - 1989     GOOD             USPSQD
 AW0619  HISTORY     - 19940813 GOOD             USPSQD
 AW0619  HISTORY     - 20020720 GOOD             USPSQD
 AW0619  HISTORY     - 20051215 GOOD             USPSQD
 AW0619
 AW0619                          STATION DESCRIPTION
 AW0619
 AW0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0619'7.95 MI SW FROM GALVESTON.
 AW0619'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0619'CENTER AT GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE
 AW0619'0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 1.2 MILES SOUTHWEST
 AW0619'ALONG STEWART ROAD, 18 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 AW0619'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 AW0619'GUARDRAIL OF A SMALL CONCRETE BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL
 AW0619'OF THE ROAD.
 AW0619
 AW0619                          STATION RECOVERY (1977)
 AW0619
 AW0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1978)
 AW0619
 AW0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1987)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1987)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1987)
 AW0619
 AW0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1988)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1988)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1988)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1988)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1988)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1988)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1988)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1988)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1988)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1988)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1989)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1989)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1989)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (1994)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (2002)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0619'RECOVERED IN GOOD CONDITION.
 AW0619
 AW0619                          STATION RECOVERY (2005)
 AW0619
 AW0619'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0619'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1715 ***********************************************************************
 AW1715  DESIGNATION -  F 1188
 AW1715  PID         -  AW1715
 AW1715  STATE/COUNTY-  TX/HARRIS
 AW1715  USGS QUAD   -  PASADENA (1995)
 AW1715
 AW1715                         *CURRENT SURVEY CONTROL
 AW1715  ___________________________________________________________________
 AW1715* NAD 83(1986)-  29 42 46.     (N)    095 10 31.     (W)     SCALED    
 AW1715* NAVD 88     -         8.740  (meters)      28.67   (feet)  ADJUSTED  
 AW1715  ___________________________________________________________________
 AW1715  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1715  DYNAMIC HT  -           8.728 (meters)      28.64  (feet)  COMP
 AW1715  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 AW1715  OBS GRAVITY -     979,287.0   (mgal)                       GRAV_OBS
 AW1715
 AW1715  VERT ORDER  -  FIRST     CLASS I
 AW1715
 AW1715.The horizontal coordinates were scaled from a topographic map and have
 AW1715.an estimated accuracy of +/- 6 seconds.
 AW1715
 AW1715.The orthometric height was determined by differential leveling
 AW1715.and adjusted by the National Geodetic Survey in June 1991..
 AW1715
 AW1715.The geoid height was determined by GEOID03.
 AW1715
 AW1715.The dynamic height is computed by dividing the NAVD 88
 AW1715.geopotential number by the normal gravity value computed on the
 AW1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1715.degrees latitude (g = 980.6199 gals.).
 AW1715
 AW1715.The modeled gravity was interpolated from observed gravity values.
 AW1715.The observed gravity was obtained from relative gravimeter ties
 AW1715.to the IGSN71 gravity network.
 AW1715
 AW1715;                    North         East    Units  Estimated Accuracy
 AW1715;SPC TXSC     - 4,214,340.      969,980.      MT  (+/- 180 meters Scaled)
 AW1715
 AW1715                          SUPERSEDED SURVEY CONTROL
 AW1715
 AW1715  NGVD 29 (12/23/87)    8.737  (m)           28.66   (f) ADJUSTED    1 1
 AW1715
 AW1715.Superseded values are not recommended for survey control.
 AW1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1715.See file dsdata.txt to determine how the superseded data were derived.
 AW1715
 AW1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN895889(NAD 83)
 AW1715_MARKER: DB = BENCH MARK DISK
 AW1715_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1715+WITH SETTING: PAVEMENT
 AW1715_SP_SET: BASE OF ABANDONED FLAG POLE
 AW1715_STAMPING: F 1188 1964
 AW1715_MARK LOGO: CGS   
 AW1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1715+STABILITY: SURFACE MOTION
 AW1715
 AW1715  HISTORY     - Date     Condition        Report By
 AW1715  HISTORY     - 1964     MONUMENTED       CGS
 AW1715  HISTORY     - 1973     GOOD             NGS
 AW1715  HISTORY     - 1976     GOOD             NGS
 AW1715  HISTORY     - 1978     GOOD             NGS
 AW1715  HISTORY     - 1978     GOOD             USGS
 AW1715  HISTORY     - 1983     GOOD             NGS
 AW1715  HISTORY     - 1986     GOOD             NGS
 AW1715  HISTORY     - 1987     GOOD             USPSQD
 AW1715  HISTORY     - 1989     GOOD             USPSQD
 AW1715  HISTORY     - 1990     GOOD             USPSQD
 AW1715  HISTORY     - 1990     GOOD             USPSQD
 AW1715  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW1715  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW1715  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1715  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW1715
 AW1715                          STATION DESCRIPTION
 AW1715
 AW1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1715'2.75 MI E FROM PASADENA.
 AW1715'ABOUT 2.75 MILES EAST TO STATE HIGHWAY 225 FROM THE RICHEY ST.
 AW1715'OVERPASS AT PASADENA, ABOUT 34 FEET WEST OF THE CENTER LINE OF
 AW1715'DEEPWATER RD. LEADING NORTH TO THE PHILLIPS CHEMICAL CO., 155 1/2 FEET
 AW1715'NORTH OF THE CENTER LINE OF THE PRESENT LOCATION OF THE HIGHWAY (WHICH
 AW1715'WILL BE WIDENED TO 4 LANES), 22 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 AW1715'CORNER OF AN ABANDONED FOUNDATION OF THE OLD GUARD HOUSE, 39.8 FEET
 AW1715'NORTH-NORTHEAST OF A POWER POLE, SET IN THE TOP OF AND NEAR TO THE
 AW1715'CENTER OF A CIRCULAR CONCRETE FOUNDATION OF A FLAG POLE, AND ABOUT 6
 AW1715'INCHES ABOVE THE LEVEL OF THE GROUND.
 AW1715
 AW1715                          STATION RECOVERY (1976)
 AW1715
 AW1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1715'RECOVERED IN GOOD CONDITION.
 AW1715
 AW1715                          STATION RECOVERY (1978)
 AW1715
 AW1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1715'RECOVERED IN GOOD CONDITION.
 AW1715
 AW1715                          STATION RECOVERY (1978)
 AW1715
 AW1715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 AW1715'ABOUT 2.75 MILES EAST ALONG STATE HIGHWAY 225 FROM RICHEY STREET
 AW1715'OVERPASS IN PASADENA. 39 FEET WEST OF CENTERLINE OF DEEPWATER RD.
 AW1715'LEADING NORTH INTO EAST SIDE OF PHILLIPS PETROLEUM PLANT. 50 FEET
 AW1715'NORTH OF THE NORTH CURB OF WEST BOUND SERVICE ROAD OF STATE HIGHWAY
 AW1715'225, SET IN THE TOP AND NEAR CENTER CONCRETE FOUNDATION (FORMERLY A
 AW1715'FLAG POLE), AND ABOUT 0.5 FOOT ABOVE GROUND.
 AW1715
 AW1715                          STATION RECOVERY (1983)
 AW1715
 AW1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1715'RECOVERED IN GOOD CONDITION.  NOTE, GUARD HOUSE FOUNDATION IS GONE,
 AW1715'3.0 METERS (10.0 FT) EAST OF A PHILLIPS CHEMICAL COMPANY CONSTRUCTION
 AW1715'ENTRANCE PRIVATE ROAD SIGN.
 AW1715
 AW1715                          STATION RECOVERY (1986)
 AW1715
 AW1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1715'RECOVERED IN GOOD CONDITION.
 AW1715
 AW1715                          STATION RECOVERY (1987)
 AW1715
 AW1715'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1715'RECOVERED IN GOOD CONDITION.
 AW1715
 AW1715                          STATION RECOVERY (1989)
 AW1715
 AW1715'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1715'RECOVERED IN GOOD CONDITION.
 AW1715
 AW1715                          STATION RECOVERY (1990)
 AW1715
 AW1715'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1715'RECOVERED IN GOOD CONDITION.
 AW1715
 AW1715                          STATION RECOVERY (1990)
 AW1715
 AW1715'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1715'RECOVERED IN GOOD CONDITION.
 AW1715
 AW1715                          STATION RECOVERY (1998)
 AW1715
 AW1715'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1715'MARK NOT FOUND.
 AW1715
 AW1715                          STATION RECOVERY (1999)
 AW1715
 AW1715'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1715'MARK NOT FOUND.
 AW1715
 AW1715                          STATION RECOVERY (2001)
 AW1715
 AW1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1715'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1715
 AW1715                          STATION RECOVERY (2004)
 AW1715
 AW1715'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3791 ***********************************************************************
 AW3791  DESIGNATION -  F 1189
 AW3791  PID         -  AW3791
 AW3791  STATE/COUNTY-  TX/HARRIS
 AW3791  USGS QUAD   -  LA PORTE (1982)
 AW3791
 AW3791                         *CURRENT SURVEY CONTROL
 AW3791  ___________________________________________________________________
 AW3791* NAD 83(1986)-  29 43 41.     (N)    095 06 38.     (W)     SCALED    
 AW3791* NAVD 88     -         8.37   (+/-2cm)      27.5    (feet)  VERTCON   
 AW3791  ___________________________________________________________________
 AW3791  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3791
 AW3791  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3791
 AW3791.The horizontal coordinates were scaled from a topographic map and have
 AW3791.an estimated accuracy of +/- 6 seconds.
 AW3791
 AW3791.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3791.The vertical order pertains to the NGVD 29 superseded value.
 AW3791
 AW3791.The geoid height was determined by GEOID03.
 AW3791
 AW3791;                    North         East    Units  Estimated Accuracy
 AW3791;SPC TXSC     - 4,216,240.      976,190.      MT  (+/- 180 meters Scaled)
 AW3791
 AW3791                          SUPERSEDED SURVEY CONTROL
 AW3791
 AW3791  NGVD 29 (??/??/92)    8.371  (m)           27.46   (f) ADJ UNCH    1 2
 AW3791
 AW3791.Superseded values are not recommended for survey control.
 AW3791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3791.See file dsdata.txt to determine how the superseded data were derived.
 AW3791
 AW3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN958905(NAD 83)
 AW3791_MARKER: DB = BENCH MARK DISK
 AW3791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3791_SP_SET: FOUNDATION
 AW3791_STAMPING: F 1189 1964
 AW3791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3791
 AW3791  HISTORY     - Date     Condition        Report By
 AW3791  HISTORY     - 1964     MONUMENTED       CGS
 AW3791  HISTORY     - 19910711 GOOD             USPSQD
 AW3791
 AW3791                          STATION DESCRIPTION
 AW3791
 AW3791'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3791'9.45 MI NW FROM LA PORTE.
 AW3791'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW3791'SCHOOL AT LA PORTE, THENCE 5.5 MILES WEST ALONG STATE HIGHWAY 225,
 AW3791'THENCE 1.0 MILE NORTH ALONG A PAVED ROAD TO THE MAIN ENTRANCE TO THE
 AW3791'DIAMOND ALKALI COMPANY, THENCE 0.2 MILE NORTHEAST ALONG A SPUR
 AW3791'RAILROAD TRACK, THENCE 0.05 MILE NORTH ALONG K+93 STREET WHICH IS
 AW3791'PAVED, AT WATER WELL NUMBER 2, 24 FEET EAST OF THE CENTER LINE OF THE
 AW3791'STREET, 57 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MERCURY
 AW3791'CELL BUILDING, 135 FEET SOUTH OF BENCH MARK K+93, 46+00 (D.A.C.),
 AW3791'ABOUT 3 INCHES ABOVE THE LEVEL OF THE GROUND, AND SET IN THE TOP OF
 AW3791'THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE WELL AND A
 AW3791'LARGE ELECTRIC MOTOR.
 AW3791
 AW3791                          STATION RECOVERY (1991)
 AW3791
 AW3791'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0034 ***********************************************************************
 BN0034  DESIGNATION -  F 119
 BN0034  PID         -  BN0034
 BN0034  STATE/COUNTY-  TX/BURNET
 BN0034  USGS QUAD   -  LONGHORN CAVERN (1979)
 BN0034
 BN0034                         *CURRENT SURVEY CONTROL
 BN0034  ___________________________________________________________________
 BN0034* NAD 83(1986)-  30 39 04.     (N)    098 17 11.     (W)     SCALED    
 BN0034* NAVD 88     -       298.852  (meters)     980.48   (feet)  ADJUSTED  
 BN0034  ___________________________________________________________________
 BN0034  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 BN0034  DYNAMIC HT  -         298.451 (meters)     979.17  (feet)  COMP
 BN0034  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 BN0034
 BN0034  VERT ORDER  -  SECOND    CLASS 0
 BN0034
 BN0034.The horizontal coordinates were scaled from a topographic map and have
 BN0034.an estimated accuracy of +/- 6 seconds.
 BN0034
 BN0034.The orthometric height was determined by differential leveling
 BN0034.and adjusted by the National Geodetic Survey in June 1991..
 BN0034
 BN0034.The geoid height was determined by GEOID03.
 BN0034
 BN0034.The dynamic height is computed by dividing the NAVD 88
 BN0034.geopotential number by the normal gravity value computed on the
 BN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0034.degrees latitude (g = 980.6199 gals.).
 BN0034
 BN0034.The modeled gravity was interpolated from observed gravity values.
 BN0034
 BN0034;                    North         East    Units  Estimated Accuracy
 BN0034;SPC TX C     - 3,110,940.      896,170.      MT  (+/- 180 meters Scaled)
 BN0034
 BN0034                          SUPERSEDED SURVEY CONTROL
 BN0034
 BN0034  NGVD 29 (??/??/92)  298.786  (m)          980.27   (f) ADJ UNCH    2 0
 BN0034
 BN0034.Superseded values are not recommended for survey control.
 BN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0034.See file dsdata.txt to determine how the superseded data were derived.
 BN0034
 BN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU683911(NAD 83)
 BN0034_MARKER: DB = BENCH MARK DISK
 BN0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0034_STAMPING: F 119 1933
 BN0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0034+STABILITY: SURFACE MOTION
 BN0034
 BN0034  HISTORY     - Date     Condition        Report By
 BN0034  HISTORY     - 1933     MONUMENTED       CGS
 BN0034  HISTORY     - 1966     GOOD             USGS
 BN0034  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 BN0034
 BN0034                          STATION DESCRIPTION
 BN0034
 BN0034'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 BN0034'6.9 MI N FROM MARBLE FALLS.
 BN0034'MARBLE FALLS POST OFFICE GO ONE BLOCK SE TO U. S. HWY 281.  THENCE
 BN0034'NORTH ON U.S. HWY. 281 4.8 MI TO F.M. ROAD 1855.  THENCE WEST 1.6 MI.
 BN0034'TO CROSS ROADS.  THENCE NORTH 0.5 MI. TO RAILROAD CROSSING.  48 FEET
 BN0034'AND 40 FT. W OF CENTER OF CROSSING.  16 FT. W. AND 2 FT. N. OF FENCE
 BN0034'CORNER.  A STANDARD TABLET STAMPED F 119 1933 AND SET IN THE TOP OF A
 BN0034'CONCRETE POST.
 BN0034
 BN0034                          STATION RECOVERY (2002)
 BN0034
 BN0034'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 BN0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0417 ***********************************************************************
 CB0417  DESIGNATION -  F 1190
 CB0417  PID         -  CB0417
 CB0417  STATE/COUNTY-  TX/UPTON
 CB0417  USGS QUAD   -  SEVENMILE CORNER (1970)
 CB0417
 CB0417                         *CURRENT SURVEY CONTROL
 CB0417  ___________________________________________________________________
 CB0417* NAD 83(1986)-  31 16 47.     (N)    101 56 37.     (W)     SCALED    
 CB0417* NAVD 88     -       812.113  (meters)    2664.41   (feet)  ADJUSTED  
 CB0417  ___________________________________________________________________
 CB0417  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CB0417  DYNAMIC HT  -         810.931 (meters)    2660.53  (feet)  COMP
 CB0417  MODELED GRAV-     979,157.7   (mgal)                       NAVD 88
 CB0417
 CB0417  VERT ORDER  -  SECOND    CLASS 0
 CB0417
 CB0417.The horizontal coordinates were scaled from a topographic map and have
 CB0417.an estimated accuracy of +/- 6 seconds.
 CB0417
 CB0417.The orthometric height was determined by differential leveling
 CB0417.and adjusted by the National Geodetic Survey in June 1991..
 CB0417
 CB0417.The geoid height was determined by GEOID03.
 CB0417
 CB0417.The dynamic height is computed by dividing the NAVD 88
 CB0417.geopotential number by the normal gravity value computed on the
 CB0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0417.degrees latitude (g = 980.6199 gals.).
 CB0417
 CB0417.The modeled gravity was interpolated from observed gravity values.
 CB0417
 CB0417;                    North         East    Units  Estimated Accuracy
 CB0417;SPC TX C     - 3,179,930.      546,680.      MT  (+/- 180 meters Scaled)
 CB0417
 CB0417                          SUPERSEDED SURVEY CONTROL
 CB0417
 CB0417  NGVD 29 (??/??/92)  811.794  (m)         2663.36   (f) ADJ UNCH    2 0
 CB0417
 CB0417.Superseded values are not recommended for survey control.
 CB0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0417.See file dsdata.txt to determine how the superseded data were derived.
 CB0417
 CB0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV197643(NAD 83)
 CB0417_MARKER: DB = BENCH MARK DISK
 CB0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0417_STAMPING: F 1190 1967
 CB0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0417+STABILITY: SURFACE MOTION
 CB0417
 CB0417  HISTORY     - Date     Condition        Report By
 CB0417  HISTORY     - 1967     MONUMENTED       CGS
 CB0417
 CB0417                          STATION DESCRIPTION
 CB0417
 CB0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0417'4.0 MI N FROM RANKIN.
 CB0417'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0417'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 81 FEET EAST OF
 CB0417'THE CENTER LINE OF THE HIGHWAY, 221 FEET NORTH OF THE CENTER LINE OF A
 CB0417'DIRT ROAD, 12 FEET SOUTH OF A TELEPHONE POLE, 2 1/2 FEET WEST OF A
 CB0417'FENCE, 2.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 CB0417'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST WHICH
 CB0417'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0497 ***********************************************************************
 CB0497  DESIGNATION -  F 1191
 CB0497  PID         -  CB0497
 CB0497  STATE/COUNTY-  TX/UPTON
 CB0497  USGS QUAD   -  MIDKIFF NW (1968)
 CB0497
 CB0497                         *CURRENT SURVEY CONTROL
 CB0497  ___________________________________________________________________
 CB0497* NAD 83(1986)-  31 38 14.     (N)    101 59 06.     (W)     SCALED    
 CB0497* NAVD 88     -       852.767  (meters)    2797.79   (feet)  ADJUSTED  
 CB0497  ___________________________________________________________________
 CB0497  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CB0497  DYNAMIC HT  -         851.548 (meters)    2793.79  (feet)  COMP
 CB0497  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 CB0497
 CB0497  VERT ORDER  -  SECOND    CLASS 0
 CB0497
 CB0497.The horizontal coordinates were scaled from a topographic map and have
 CB0497.an estimated accuracy of +/- 6 seconds.
 CB0497
 CB0497.The orthometric height was determined by differential leveling
 CB0497.and adjusted by the National Geodetic Survey in June 1991..
 CB0497
 CB0497.The geoid height was determined by GEOID03.
 CB0497
 CB0497.The dynamic height is computed by dividing the NAVD 88
 CB0497.geopotential number by the normal gravity value computed on the
 CB0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0497.degrees latitude (g = 980.6199 gals.).
 CB0497
 CB0497.The modeled gravity was interpolated from observed gravity values.
 CB0497
 CB0497;                    North         East    Units  Estimated Accuracy
 CB0497;SPC TX C     - 3,219,620.      543,330.      MT  (+/- 180 meters Scaled)
 CB0497
 CB0497                          SUPERSEDED SURVEY CONTROL
 CB0497
 CB0497  NGVD 29 (??/??/92)  852.418  (m)         2796.64   (f) ADJ UNCH    2 0
 CB0497
 CB0497.Superseded values are not recommended for survey control.
 CB0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0497.See file dsdata.txt to determine how the superseded data were derived.
 CB0497
 CB0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA168040(NAD 83)
 CB0497_MARKER: DB = BENCH MARK DISK
 CB0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0497_STAMPING: F 1191 1967
 CB0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0497+STABILITY: SURFACE MOTION
 CB0497
 CB0497  HISTORY     - Date     Condition        Report By
 CB0497  HISTORY     - 1967     MONUMENTED       CGS
 CB0497  HISTORY     - 20010217 GOOD             USPSQD
 CB0497
 CB0497                          STATION DESCRIPTION
 CB0497
 CB0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0497'25.2 MI S FROM MIDLAND.
 CB0497'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CB0497'THE STATION AT MIDLAND, THENCE 25.05 MILES SOUTH ALONG STATE HIGHWAY
 CB0497'349, 0.95 MILE SOUTH OF THE MIDLAND-UPTON COUNTY LINE, 127 FEET NORTH
 CB0497'OF THE CROSSING OF THE HIGHWAY AND THE UNION TEXAS PETROLEUM COMPANY
 CB0497'PIPE LINE, 58 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 153 FEET
 CB0497'SOUTH OF A POWER POLE, 2 1/2 FEET EAST OF A FENCE, 2.5 FEET NORTHWEST
 CB0497'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 CB0497'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
 CB0497
 CB0497                          STATION RECOVERY (2001)
 CB0497
 CB0497'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0508 ***********************************************************************
 AN0508  DESIGNATION -  F 1192
 AN0508  PID         -  AN0508
 AN0508  STATE/COUNTY-  TX/JACKSON
 AN0508  USGS QUAD   -  LA SALLE (1995)
 AN0508
 AN0508                         *CURRENT SURVEY CONTROL
 AN0508  ___________________________________________________________________
 AN0508* NAD 83(1986)-  28 47 16.     (N)    096 40 35.     (W)     SCALED    
 AN0508* NAVD 88     -        10.449  (meters)      34.28   (feet)  ADJUSTED  
 AN0508  ___________________________________________________________________
 AN0508  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0508  DYNAMIC HT  -          10.434 (meters)      34.23  (feet)  COMP
 AN0508  MODELED GRAV-     979,202.8   (mgal)                       NAVD 88
 AN0508
 AN0508  VERT ORDER  -  FIRST     CLASS I
 AN0508
 AN0508.The horizontal coordinates were scaled from a topographic map and have
 AN0508.an estimated accuracy of +/- 6 seconds.
 AN0508
 AN0508.The orthometric height was determined by differential leveling
 AN0508.and adjusted by the National Geodetic Survey in June 1991..
 AN0508
 AN0508.The geoid height was determined by GEOID03.
 AN0508
 AN0508.The dynamic height is computed by dividing the NAVD 88
 AN0508.geopotential number by the normal gravity value computed on the
 AN0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0508.degrees latitude (g = 980.6199 gals.).
 AN0508
 AN0508.The modeled gravity was interpolated from observed gravity values.
 AN0508
 AN0508;                    North         East    Units  Estimated Accuracy
 AN0508;SPC TXSC     - 4,108,030.      826,840.      MT  (+/- 180 meters Scaled)
 AN0508
 AN0508                          SUPERSEDED SURVEY CONTROL
 AN0508
 AN0508  NGVD 29 (??/??/92)   10.567  (m)           34.67   (f) ADJ UNCH    1 1
 AN0508
 AN0508.Superseded values are not recommended for survey control.
 AN0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0508.See file dsdata.txt to determine how the superseded data were derived.
 AN0508
 AN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS268866(NAD 83)
 AN0508_MARKER: DB = BENCH MARK DISK
 AN0508_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0508+WITH SETTING: INTO GROUND
 AN0508_STAMPING: F 1192 1972
 AN0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0508+STABILITY: SURFACE MOTION
 AN0508
 AN0508  HISTORY     - Date     Condition        Report By
 AN0508  HISTORY     - 1972     MONUMENTED       NGS
 AN0508  HISTORY     - 1978     GOOD             NGS
 AN0508
 AN0508                          STATION DESCRIPTION
 AN0508
 AN0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0508'0.5 MI SW FROM LA SALLE.
 AN0508'ABOUT 0.5 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0508'CROSSING OF A PAVED ROAD AT LA SALLE, 0.3 MILE SOUTHWEST OF MILEPOST
 AN0508'236, AT A PRIVATE ROAD CROSSING, 47 1/2 FEET SOUTHEAST OF THE
 AN0508'SOUTHEAST RAIL OF THE TRACK, 61 FEET NORTHWEST OF THE CENTER LINE OF
 AN0508'FARM-TO-MARKET ROAD 616, 57 FEET SOUTH OF THE CENTER OF THE CROSSING,
 AN0508'23 FEET SOUTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD, 3 1/2 FEET
 AN0508'SOUTHWEST OF A POLE, 1.1 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 AN0508'3 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 4-FOOT
 AN0508'SECTION OF COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AN0508'THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND AND IS PROTECTED BY A
 AN0508'6-INCH METAL PIPE WHICH PROJECTS 1 INCH.
 AN0508
 AN0508                          STATION RECOVERY (1978)
 AN0508
 AN0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0069 ***********************************************************************
 AN0069  DESIGNATION -  F 1193
 AN0069  PID         -  AN0069
 AN0069  STATE/COUNTY-  TX/JACKSON
 AN0069  USGS QUAD   -  LA WARD (1995)
 AN0069
 AN0069                         *CURRENT SURVEY CONTROL
 AN0069  ___________________________________________________________________
 AN0069* NAD 83(1986)-  28 52 11.     (N)    096 28 01.     (W)     SCALED    
 AN0069* NAVD 88     -        12.26   (+/-2cm)      40.2    (feet)  VERTCON   
 AN0069  ___________________________________________________________________
 AN0069  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN0069
 AN0069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0069
 AN0069.The horizontal coordinates were scaled from a topographic map and have
 AN0069.an estimated accuracy of +/- 6 seconds.
 AN0069
 AN0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0069.The vertical order pertains to the NGVD 29 superseded value.
 AN0069
 AN0069.The geoid height was determined by GEOID03.
 AN0069
 AN0069;                    North         East    Units  Estimated Accuracy
 AN0069;SPC TXSC     - 4,117,540.      847,080.      MT  (+/- 180 meters Scaled)
 AN0069
 AN0069                          SUPERSEDED SURVEY CONTROL
 AN0069
 AN0069  NGVD 29 (??/??/92)   12.306  (m)           40.37   (f) ADJ UNCH    2 0
 AN0069
 AN0069.Superseded values are not recommended for survey control.
 AN0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0069.See file dsdata.txt to determine how the superseded data were derived.
 AN0069
 AN0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS470961(NAD 83)
 AN0069_MARKER: DB = BENCH MARK DISK
 AN0069_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0069+WITH SETTING: INTO GROUND
 AN0069_STAMPING: F 1193 1972
 AN0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0069+STABILITY: SURFACE MOTION
 AN0069
 AN0069  HISTORY     - Date     Condition        Report By
 AN0069  HISTORY     - 1972     MONUMENTED       NGS
 AN0069  HISTORY     - 1978     GOOD             NGS
 AN0069  HISTORY     - 1991     GOOD             USPSQD
 AN0069
 AN0069                          STATION DESCRIPTION
 AN0069
 AN0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0069'1.8 MI N FROM LA WARD.
 AN0069'ABOUT 1.8 MILES NORTH ALONG STATE HIGHWAY 172 FROM THE CROSSING OF THE
 AN0069'MISSOURI PACIFIC RAILROAD AT LA WARD, 59 FEET EAST OF THE CENTER LINE
 AN0069'OF THE HIGHWAY, 324 FEET NORTH-NORTHEAST OF THE EAST CONCRETE HEADWALL
 AN0069'OF A 2-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 87 FEET SOUTH OF THE
 AN0069'THIRD TELEPHONE POLE NORTH OF THE CULVERT, 1 FOOT WEST OF A FENCE, 1.0
 AN0069'FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 AN0069'THE HIGHWAY, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD
 AN0069'THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK PROJECTS 1 INCH AND
 AN0069'IS PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 3 INCHES.
 AN0069
 AN0069                          STATION RECOVERY (1978)
 AN0069
 AN0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0069'RECOVERED IN GOOD CONDITION.
 AN0069
 AN0069                          STATION RECOVERY (1991)
 AN0069
 AN0069'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0724 ***********************************************************************
 AN0724  DESIGNATION -  F 1194
 AN0724  PID         -  AN0724
 AN0724  STATE/COUNTY-  TX/JACKSON
 AN0724  USGS QUAD   -  EDNA (1995)
 AN0724
 AN0724                         *CURRENT SURVEY CONTROL
 AN0724  ___________________________________________________________________
 AN0724* NAD 83(1986)-  28 56 07.     (N)    096 43 43.     (W)     SCALED    
 AN0724* NAVD 88     -        19.18   (+/-2cm)      62.9    (feet)  VERTCON   
 AN0724  ___________________________________________________________________
 AN0724  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0724
 AN0724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0724
 AN0724.The horizontal coordinates were scaled from a topographic map and have
 AN0724.an estimated accuracy of +/- 6 seconds.
 AN0724
 AN0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0724.The vertical order pertains to the NGVD 29 superseded value.
 AN0724
 AN0724.The geoid height was determined by GEOID03.
 AN0724
 AN0724;                    North         East    Units  Estimated Accuracy
 AN0724;SPC TXSC     - 4,124,280.      821,420.      MT  (+/- 180 meters Scaled)
 AN0724
 AN0724                          SUPERSEDED SURVEY CONTROL
 AN0724
 AN0724  NGVD 29 (??/??/92)   19.228  (m)           63.08   (f) ADJ UNCH    2 0
 AN0724
 AN0724.Superseded values are not recommended for survey control.
 AN0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0724.See file dsdata.txt to determine how the superseded data were derived.
 AN0724
 AN0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT214029(NAD 83)
 AN0724_MARKER: DB = BENCH MARK DISK
 AN0724_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0724+WITH SETTING: INTO GROUND
 AN0724_STAMPING: F 1194 1972
 AN0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0724+STABILITY: SURFACE MOTION
 AN0724
 AN0724  HISTORY     - Date     Condition        Report By
 AN0724  HISTORY     - 1972     MONUMENTED       NGS
 AN0724
 AN0724                          STATION DESCRIPTION
 AN0724
 AN0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0724'4.35 MI NE FROM INEZ.
 AN0724'ABOUT 4.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AN0724'THE CROSSING OF FARM ROAD 444 AT INEZ, 100.0 FEET SOUTHEAST OF AND
 AN0724'ACROSS THE TRACK FROM UNDERGROUND CABLE MARKER NO. 780 1/2 S, 44.3
 AN0724'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 9 1/2 FEET
 AN0724'SOUTHEAST OF MILEPOST 72, 2 1/2 FEET NORTHWEST OF A FENCE LINE, 1 FOOT
 AN0724'NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 AN0724'TRACK, A DISK ON THE TOP OF A 4-FOOT COPPER ROD THAT IS ATTACHED TO A
 AN0724'METAL BASE PLATE.  THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND
 AN0724'ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL
 AN0724'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0500 ***********************************************************************
 AN0500  DESIGNATION -  F 1195
 AN0500  PID         -  AN0500
 AN0500  STATE/COUNTY-  TX/VICTORIA
 AN0500  USGS QUAD   -  LA SALLE (1995)
 AN0500
 AN0500                         *CURRENT SURVEY CONTROL
 AN0500  ___________________________________________________________________
 AN0500* NAD 83(1986)-  28 45 12.     (N)    096 43 57.     (W)     SCALED    
 AN0500* NAVD 88     -        11.242  (meters)      36.88   (feet)  ADJUSTED  
 AN0500  ___________________________________________________________________
 AN0500  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0500  DYNAMIC HT  -          11.226 (meters)      36.83  (feet)  COMP
 AN0500  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 AN0500
 AN0500  VERT ORDER  -  FIRST     CLASS I
 AN0500
 AN0500.The horizontal coordinates were scaled from a topographic map and have
 AN0500.an estimated accuracy of +/- 6 seconds.
 AN0500
 AN0500.The orthometric height was determined by differential leveling
 AN0500.and adjusted by the National Geodetic Survey in June 1991..
 AN0500
 AN0500.The geoid height was determined by GEOID03.
 AN0500
 AN0500.The dynamic height is computed by dividing the NAVD 88
 AN0500.geopotential number by the normal gravity value computed on the
 AN0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0500.degrees latitude (g = 980.6199 gals.).
 AN0500
 AN0500.The modeled gravity was interpolated from observed gravity values.
 AN0500
 AN0500;                    North         East    Units  Estimated Accuracy
 AN0500;SPC TXSC     - 4,104,110.      821,430.      MT  (+/- 180 meters Scaled)
 AN0500
 AN0500                          SUPERSEDED SURVEY CONTROL
 AN0500
 AN0500  NGVD 29 (??/??/92)   11.362  (m)           37.28   (f) ADJ UNCH    1 1
 AN0500
 AN0500.Superseded values are not recommended for survey control.
 AN0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0500.See file dsdata.txt to determine how the superseded data were derived.
 AN0500
 AN0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS214827(NAD 83)
 AN0500_MARKER: DB = BENCH MARK DISK
 AN0500_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0500+WITH SETTING: INTO GROUND
 AN0500_STAMPING: F 1195 1972
 AN0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0500+STABILITY: SURFACE MOTION
 AN0500
 AN0500  HISTORY     - Date     Condition        Report By
 AN0500  HISTORY     - 1972     MONUMENTED       NGS
 AN0500  HISTORY     - 1978     GOOD             NGS
 AN0500
 AN0500                          STATION DESCRIPTION
 AN0500
 AN0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0500'4.7 MI SW FROM LA SALLE.
 AN0500'ABOUT 4.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0500'CROSSING OF A PAVED ROAD AT LA SALLE, 167 FEET SOUTHEAST AND ACROSS
 AN0500'FARM-TO-MARKET ROAD 616 FROM THE SOUTHEAST RAIL OF THE MAIN TRACK, 60
 AN0500'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 68.4 FEET WEST OF THE
 AN0500'WEST CORNER OF A CONCRETE FOUNDATION FOR AN ENGINE AT THE FLORIDA HIGH
 AN0500'PRESSURE GAS LINE, 50 1/2 FEET SOUTHWEST OF THE CENTER OF A METAL GATE
 AN0500'AT THE ENTRANCE TO THE PIPELINE, 20 FEET NORTHEAST OF A POWER POLE
 AN0500'WHICH BEARS A TRANSFORMER, 2.0 FEET WEST-SOUTHWEST OF A CORNER FENCE
 AN0500'POST, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 AN0500'ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 4-FOOT SECTION OF
 AN0500'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK
 AN0500'PROJECTS 2 INCHES AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH
 AN0500'PROJECTS 2 INCHES.
 AN0500
 AN0500                          STATION RECOVERY (1978)
 AN0500
 AN0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0551 ***********************************************************************
 AN0551  DESIGNATION -  F 1196
 AN0551  PID         -  AN0551
 AN0551  STATE/COUNTY-  TX/JACKSON
 AN0551  USGS QUAD   -  MANSON (1995)
 AN0551
 AN0551                         *CURRENT SURVEY CONTROL
 AN0551  ___________________________________________________________________
 AN0551* NAD 83(1986)-  28 53 13.     (N)    096 34 13.     (W)     SCALED    
 AN0551* NAVD 88     -         9.097  (meters)      29.85   (feet)  ADJUSTED  
 AN0551  ___________________________________________________________________
 AN0551  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0551  DYNAMIC HT  -           9.084 (meters)      29.80  (feet)  COMP
 AN0551  MODELED GRAV-     979,211.1   (mgal)                       NAVD 88
 AN0551
 AN0551  VERT ORDER  -  FIRST     CLASS I
 AN0551
 AN0551.The horizontal coordinates were scaled from a topographic map and have
 AN0551.an estimated accuracy of +/- 6 seconds.
 AN0551
 AN0551.The orthometric height was determined by differential leveling
 AN0551.and adjusted by the National Geodetic Survey in June 1991..
 AN0551
 AN0551.The geoid height was determined by GEOID03.
 AN0551
 AN0551.The dynamic height is computed by dividing the NAVD 88
 AN0551.geopotential number by the normal gravity value computed on the
 AN0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0551.degrees latitude (g = 980.6199 gals.).
 AN0551
 AN0551.The modeled gravity was interpolated from observed gravity values.
 AN0551
 AN0551;                    North         East    Units  Estimated Accuracy
 AN0551;SPC TXSC     - 4,119,230.      836,960.      MT  (+/- 180 meters Scaled)
 AN0551
 AN0551                          SUPERSEDED SURVEY CONTROL
 AN0551
 AN0551  NGVD 29 (??/??/92)    9.112  (m)           29.89   (f) ADJ UNCH    1 1
 AN0551
 AN0551.Superseded values are not recommended for survey control.
 AN0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0551.See file dsdata.txt to determine how the superseded data were derived.
 AN0551
 AN0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS369978(NAD 83)
 AN0551_MARKER: DB = BENCH MARK DISK
 AN0551_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0551_SP_SET: 77 FEET
 AN0551_STAMPING: F 1196 1972
 AN0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0551
 AN0551  HISTORY     - Date     Condition        Report By
 AN0551  HISTORY     - 1972     MONUMENTED       NGS
 AN0551
 AN0551                          STATION DESCRIPTION
 AN0551
 AN0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0551'4.9 MI NW FROM LOLITA.
 AN0551'ABOUT 0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0551'CROSSING OF FARM TO MARKET ROADS NO. 1593 AND 616 AT LOLITA, THENCE
 AN0551'3.3 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 0.4 MILE WEST ALONG AN
 AN0551'ASPHALT ROAD, THENCE 0.4 MILE WEST ALONG A SHELL ROAD TO THE RFD BLUFF
 AN0551'CEMETERY, INSIDE AND AT THE NORTHEAST CORNER OF THE CEMETERY, 30 FEET
 AN0551'SOUTH OF A METAL GATE AT ENTRANCE TO CEMETERY, 38 FEET NORTHWEST OF A
 AN0551'36-INCH OAK TREE, 39 FEET EAST OF A 28-INCH CEDAR TREE, 1.4 FEET
 AN0551'SOUTHWEST OF A PIPE POST AT THE SOUTH END OF A SHORT CHAIN LINK FENCE,
 AN0551'2.6 FEET SOUTHWEST OF A METAL WITNESS POST, AND IS A DISK ON THE TOP
 AN0551'OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE
 AN0551'GROUND AND ENCASED IN A 6-INCH PIPE THAT IS FLUSH WITH THE LEVEL OF
 AN0551'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 77 FEET TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0532 ***********************************************************************
 AN0532  DESIGNATION -  F 1197
 AN0532  PID         -  AN0532
 AN0532  STATE/COUNTY-  TX/JACKSON
 AN0532  USGS QUAD   -  LOLITA (1995)
 AN0532
 AN0532                         *CURRENT SURVEY CONTROL
 AN0532  ___________________________________________________________________
 AN0532* NAD 83(1986)-  28 50 19.     (N)    096 33 16.     (W)     SCALED    
 AN0532* NAVD 88     -        11.364  (meters)      37.28   (feet)  ADJUSTED  
 AN0532  ___________________________________________________________________
 AN0532  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0532  DYNAMIC HT  -          11.348 (meters)      37.23  (feet)  COMP
 AN0532  MODELED GRAV-     979,209.1   (mgal)                       NAVD 88
 AN0532
 AN0532  VERT ORDER  -  FIRST     CLASS I
 AN0532
 AN0532.The horizontal coordinates were scaled from a topographic map and have
 AN0532.an estimated accuracy of +/- 6 seconds.
 AN0532
 AN0532.The orthometric height was determined by differential leveling
 AN0532.and adjusted by the National Geodetic Survey in June 1991..
 AN0532
 AN0532.The geoid height was determined by GEOID03.
 AN0532
 AN0532.The dynamic height is computed by dividing the NAVD 88
 AN0532.geopotential number by the normal gravity value computed on the
 AN0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0532.degrees latitude (g = 980.6199 gals.).
 AN0532
 AN0532.The modeled gravity was interpolated from observed gravity values.
 AN0532
 AN0532;                    North         East    Units  Estimated Accuracy
 AN0532;SPC TXSC     - 4,113,910.      838,620.      MT  (+/- 180 meters Scaled)
 AN0532
 AN0532                          SUPERSEDED SURVEY CONTROL
 AN0532
 AN0532  NGVD 29 (??/??/92)   11.479  (m)           37.66   (f) ADJ UNCH    1 1
 AN0532
 AN0532.Superseded values are not recommended for survey control.
 AN0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0532.See file dsdata.txt to determine how the superseded data were derived.
 AN0532
 AN0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS386925(NAD 83)
 AN0532_MARKER: DB = BENCH MARK DISK
 AN0532_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0532_SP_SET: 32 FEET
 AN0532_STAMPING: F 1197 1972
 AN0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0532
 AN0532  HISTORY     - Date     Condition        Report By
 AN0532  HISTORY     - 1972     MONUMENTED       NGS
 AN0532  HISTORY     - 1978     GOOD             NGS
 AN0532  HISTORY     - 1990     GOOD             USPSQD
 AN0532
 AN0532                          STATION DESCRIPTION
 AN0532
 AN0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0532'.65 MI W FROM LOLITA.
 AN0532'ABOUT 0.65 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0532'CROSSING OF FARM-TO-MARKET ROAD 1593 AT LOLITA, ABOUT 0.1 MILE EAST OF
 AN0532'THE POINT COMFORT AND NORTHERN RAILROAD REPAIR SHOP, 353 1/2 FEET
 AN0532'SOUTH AND ACROSS FARM-TO-MARKET ROAD 616 FROM THE SOUTH RAIL OF THE
 AN0532'TRACK, 258 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 263 FEET
 AN0532'SOUTHEAST OF THE SOUTHEAST RAIL OF THE POINT COMFORT AND NORTHERN
 AN0532'RAILROAD, 5 1/2 FEET NORTHWEST OF A CORNER FENCE POST, 7 1/2 FEET WEST
 AN0532'OF A NORTH-SOUTH FENCE, 0.5 FOOT SOUTH OF A METAL WITNESS POST, AND ON
 AN0532'THE TOP OF A COPPER COATED ROD WHICH IS DRIVEN TO REFUSAL AT A DEPTH
 AN0532'OF 45 1/2 FEET PROJECTING 6 INCHES AND IS PROTECTED BY A 4-INCH METAL
 AN0532'PIPE THAT IS SET TO A DEPTH OF 32 FEET.  ACCESS TO THE MARK IS HAD BY
 AN0532'REMOVING A 4-INCH SCREW CAP WHICH PROJECTS 1.0 FOOT.  NOTE-- THE SOIL
 AN0532'IN WHICH THE PIPE WAS SET IS SURFACE SOIL AND WHITE CLAY FROM 0 TO 32
 AN0532'FEET.
 AN0532
 AN0532                          STATION RECOVERY (1978)
 AN0532
 AN0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0532'RECOVERED IN GOOD CONDITION.
 AN0532
 AN0532                          STATION RECOVERY (1990)
 AN0532
 AN0532'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0600 ***********************************************************************
 AX0600  DESIGNATION -  F 1198
 AX0600  PID         -  AX0600
 AX0600  STATE/COUNTY-  TX/LAVACA
 AX0600  USGS QUAD   -  SUBLIME (1981)
 AX0600
 AX0600                         *CURRENT SURVEY CONTROL
 AX0600  ___________________________________________________________________
 AX0600* NAD 83(1986)-  29 22 44.     (N)    096 47 38.     (W)     SCALED    
 AX0600* NAVD 88     -        56.795  (meters)     186.33   (feet)  ADJUSTED  
 AX0600  ___________________________________________________________________
 AX0600  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0600  DYNAMIC HT  -          56.715 (meters)     186.07  (feet)  COMP
 AX0600  MODELED GRAV-     979,238.1   (mgal)                       NAVD 88
 AX0600
 AX0600  VERT ORDER  -  FIRST     CLASS I
 AX0600
 AX0600.The horizontal coordinates were scaled from a topographic map and have
 AX0600.an estimated accuracy of +/- 6 seconds.
 AX0600
 AX0600.The orthometric height was determined by differential leveling
 AX0600.and adjusted by the National Geodetic Survey in June 1991..
 AX0600
 AX0600.The geoid height was determined by GEOID03.
 AX0600
 AX0600.The dynamic height is computed by dividing the NAVD 88
 AX0600.geopotential number by the normal gravity value computed on the
 AX0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0600.degrees latitude (g = 980.6199 gals.).
 AX0600
 AX0600.The modeled gravity was interpolated from observed gravity values.
 AX0600
 AX0600;                    North         East    Units  Estimated Accuracy
 AX0600;SPC TXSC     - 4,173,310.      814,130.      MT  (+/- 180 meters Scaled)
 AX0600
 AX0600                          SUPERSEDED SURVEY CONTROL
 AX0600
 AX0600  NGVD 29 (??/??/92)   56.788  (m)          186.31   (f) ADJ UNCH    1 1
 AX0600
 AX0600.Superseded values are not recommended for survey control.
 AX0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0600.See file dsdata.txt to determine how the superseded data were derived.
 AX0600
 AX0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT141519(NAD 83)
 AX0600_MARKER: DB = BENCH MARK DISK
 AX0600_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0600_SP_SET: 72.5 FT
 AX0600_STAMPING: F 1198 1972
 AX0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0600
 AX0600  HISTORY     - Date     Condition        Report By
 AX0600  HISTORY     - 1972     MONUMENTED       NGS
 AX0600  HISTORY     - 19970607 GOOD             USPSQD
 AX0600
 AX0600                          STATION DESCRIPTION
 AX0600
 AX0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0600'10.7 MI SE FROM HALLETTSVILLE.
 AX0600'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 90A FROM THE JUNCTION OF U.S.
 AX0600'HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 10.0 MILES SOUTHEAST
 AX0600'ALONG FARM ROAD 530, ABOUT 0.15 MILE NORTHWEST OF THE JUNCTION OF A
 AX0600'PAVED ROAD WHICH LEADS EAST TO THE VIENNA BAPTIST CHURCH AND THE
 AX0600'WILLOW CREEK CEMETERY, 161 YARDS NORTHWEST OF THE NORTH CORNER OF A
 AX0600'TAVERN, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 180 FEET
 AX0600'SOUTHEAST OF A POWER POLE WHICH BEARS A TRANSFORMER, 88 FEET SOUTHWEST
 AX0600'AND ACROSS THE ROAD FROM UNDERGROUND TELEPHONE CABLE MARKER NUMBER 95,
 AX0600'52 FEET NORTHWEST OF THE CENTER OF A METAL GATE, 6 1/2 FEET SOUTHEAST
 AX0600'OF A T-FENCE CORNER, 1 1/2 FEET NORTHEAST OF A FENCE, 1.0 FOOT WEST OF
 AX0600'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON
 AX0600'THE TOP OF A COPPER COATED ROD WHICH PROJECTS 4 INCHES AND IS
 AX0600'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 5 INCHES. THE ROD WAS
 AX0600'DRIVEN TO REFUSAL AT A DEPTH OF 72 1/2 FEET.
 AX0600
 AX0600                          STATION RECOVERY (1997)
 AX0600
 AX0600'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0628 ***********************************************************************
 AX0628  DESIGNATION -  F 1199
 AX0628  PID         -  AX0628
 AX0628  STATE/COUNTY-  TX/LAVACA
 AX0628  USGS QUAD   -  CORDELE (1981)
 AX0628
 AX0628                         *CURRENT SURVEY CONTROL
 AX0628  ___________________________________________________________________
 AX0628* NAD 83(1986)-  29 14 05.     (N)    096 42 49.     (W)     SCALED    
 AX0628* NAVD 88     -        39.935  (meters)     131.02   (feet)  ADJUSTED  
 AX0628  ___________________________________________________________________
 AX0628  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0628  DYNAMIC HT  -          39.879 (meters)     130.84  (feet)  COMP
 AX0628  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 AX0628
 AX0628  VERT ORDER  -  FIRST     CLASS I
 AX0628
 AX0628.The horizontal coordinates were scaled from a topographic map and have
 AX0628.an estimated accuracy of +/- 6 seconds.
 AX0628
 AX0628.The orthometric height was determined by differential leveling
 AX0628.and adjusted by the National Geodetic Survey in June 1991..
 AX0628
 AX0628.The geoid height was determined by GEOID03.
 AX0628
 AX0628.The dynamic height is computed by dividing the NAVD 88
 AX0628.geopotential number by the normal gravity value computed on the
 AX0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0628.degrees latitude (g = 980.6199 gals.).
 AX0628
 AX0628.The modeled gravity was interpolated from observed gravity values.
 AX0628
 AX0628;                    North         East    Units  Estimated Accuracy
 AX0628;SPC TXSC     - 4,157,480.      822,230.      MT  (+/- 180 meters Scaled)
 AX0628
 AX0628                          SUPERSEDED SURVEY CONTROL
 AX0628
 AX0628  NGVD 29 (??/??/92)   39.939  (m)          131.03   (f) ADJ UNCH    1 1
 AX0628
 AX0628.Superseded values are not recommended for survey control.
 AX0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0628.See file dsdata.txt to determine how the superseded data were derived.
 AX0628
 AX0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT222361(NAD 83)
 AX0628_MARKER: DB = BENCH MARK DISK
 AX0628_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0628_SP_SET: 30.5 FT
 AX0628_STAMPING: F 1199 1972
 AX0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0628
 AX0628  HISTORY     - Date     Condition        Report By
 AX0628  HISTORY     - 1972     MONUMENTED       NGS
 AX0628
 AX0628                          STATION DESCRIPTION
 AX0628
 AX0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0628'2.3 MI S FROM SPEAKS.
 AX0628'ABOUT 0.9 MILE SOUTH ALONG FARM ROAD NO. 530 FROM THE POST OFFICE AND
 AX0628'GENERAL STORE AT SPEAKS, THENCE 1.4 MILES SOUTH AND SOUTHWEST ALONG
 AX0628'SPEAKS ROAD, NEAR A STEEL CATTLE GUARD ACROSS THE ROAD, 66.5 FEET WEST
 AX0628'OF THE SOUTHWEST CORNER OF THE CATTLE GUARD, 49 FEET NORTHWEST OF THE
 AX0628'CENTER LINE OF THE ROAD, 0.9 FOOT SOUTH OF AN EAST-WEST FENCE LINE,
 AX0628'0.9 FOOT EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 AX0628'ROAD AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 AX0628'FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH STEEL PIPE
 AX0628'THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 AX0628'DRIVEN TO REFUSAL AT A DEPTH OF 30.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0188 ***********************************************************************
 CT0188  DESIGNATION -  F 12
 CT0188  PID         -  CT0188
 CT0188  STATE/COUNTY-  TX/EASTLAND
 CT0188  USGS QUAD   -  CISCO NORTH (1987)
 CT0188
 CT0188                         *CURRENT SURVEY CONTROL
 CT0188  ___________________________________________________________________
 CT0188* NAD 83(1986)-  32 24 48.     (N)    098 53 42.     (W)     SCALED    
 CT0188* NAVD 88     -       458.251  (meters)    1503.45   (feet)  ADJUSTED  
 CT0188  ___________________________________________________________________
 CT0188  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CT0188  DYNAMIC HT  -         457.663 (meters)    1501.52  (feet)  COMP
 CT0188  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 CT0188
 CT0188  VERT ORDER  -  FIRST     CLASS II
 CT0188
 CT0188.The horizontal coordinates were scaled from a topographic map and have
 CT0188.an estimated accuracy of +/- 6 seconds.
 CT0188
 CT0188.The orthometric height was determined by differential leveling
 CT0188.and adjusted by the National Geodetic Survey in June 1991..
 CT0188
 CT0188.The geoid height was determined by GEOID03.
 CT0188
 CT0188.The dynamic height is computed by dividing the NAVD 88
 CT0188.geopotential number by the normal gravity value computed on the
 CT0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0188.degrees latitude (g = 980.6199 gals.).
 CT0188
 CT0188.The modeled gravity was interpolated from observed gravity values.
 CT0188
 CT0188;                    North         East    Units  Estimated Accuracy
 CT0188;SPC TXNC     - 2,082,870.      562,850.      MT  (+/- 180 meters Scaled)
 CT0188
 CT0188                          SUPERSEDED SURVEY CONTROL
 CT0188
 CT0188  NGVD 29 (??/??/92)  458.109  (m)         1502.98   (f) ADJ UNCH    1 2
 CT0188
 CT0188.Superseded values are not recommended for survey control.
 CT0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0188.See file dsdata.txt to determine how the superseded data were derived.
 CT0188
 CT0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA098862(NAD 83)
 CT0188_MARKER: P = PIPE CAP
 CT0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0188_STAMPING: F 12 ELEV 1503.396 FT
 CT0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0188
 CT0188  HISTORY     - Date     Condition        Report By
 CT0188  HISTORY     - UNK      MONUMENTED       CGS
 CT0188  HISTORY     - 1955     GOOD             NGS
 CT0188
 CT0188                          STATION DESCRIPTION
 CT0188
 CT0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CT0188'5.4 MI NE FROM CISCO.
 CT0188'5.4 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0188'STATION AT CISCO, 13 POLES WEST OF MILEPOST 355, 238 FEET EAST OF THE
 CT0188'CENTER OF A PRIVATE ROAD CROSSING, 56.6 FEET NORTH OF THE NORTH RAIL,
 CT0188'20 FEET NORTH OF A TELEPHONE POLE, 0.8 FOOT NORTH OF A FENCE, 1.3 FEET
 CT0188'NORTH OF A WITNESS POST, 0.7 MILE WEST OF BENCH MARK G 1049, SCREWED
 CT0188'ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CT0188'THE STATION SIGN AND SIDE TRACK AT LEM HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0204 ***********************************************************************
 DM0204  DESIGNATION -  F 12
 DM0204  PID         -  DM0204
 DM0204  STATE/COUNTY-  TX/BOWIE
 DM0204  USGS QUAD   -  TEXARKANA (1975)
 DM0204
 DM0204                         *CURRENT SURVEY CONTROL
 DM0204  ___________________________________________________________________
 DM0204* NAD 83(1986)-  33 25 27.     (N)    094 02 36.     (W)     SCALED    
 DM0204* NAVD 88     -        98.883  (meters)     324.42   (feet)  ADJUSTED  
 DM0204  ___________________________________________________________________
 DM0204  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM0204  DYNAMIC HT  -          98.777 (meters)     324.07  (feet)  COMP
 DM0204  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DM0204
 DM0204  VERT ORDER  -  FIRST     CLASS II
 DM0204
 DM0204.The horizontal coordinates were scaled from a topographic map and have
 DM0204.an estimated accuracy of +/- 6 seconds.
 DM0204
 DM0204.The orthometric height was determined by differential leveling
 DM0204.and adjusted by the National Geodetic Survey in June 1991..
 DM0204
 DM0204.The geoid height was determined by GEOID03.
 DM0204
 DM0204.The dynamic height is computed by dividing the NAVD 88
 DM0204.geopotential number by the normal gravity value computed on the
 DM0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0204.degrees latitude (g = 980.6199 gals.).
 DM0204
 DM0204.The modeled gravity was interpolated from observed gravity values.
 DM0204
 DM0204;                    North         East    Units  Estimated Accuracy
 DM0204;SPC TXNC     - 2,203,680.    1,014,320.      MT  (+/- 180 meters Scaled)
 DM0204
 DM0204                          SUPERSEDED SURVEY CONTROL
 DM0204
 DM0204  NGVD 29 (??/??/92)   98.900  (m)          324.47   (f) ADJ UNCH    1 2
 DM0204
 DM0204.Superseded values are not recommended for survey control.
 DM0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0204.See file dsdata.txt to determine how the superseded data were derived.
 DM0204
 DM0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS030987(NAD 83)
 DM0204_MARKER: DD = SURVEY DISK
 DM0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0204_SP_SET: CONCRETE POST
 DM0204_STAMPING: F 12 324.671
 DM0204_MARK LOGO: TXHD  
 DM0204_PROJECTION: FLUSH
 DM0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0204+STABILITY: SURFACE MOTION
 DM0204
 DM0204  HISTORY     - Date     Condition        Report By
 DM0204  HISTORY     - UNK      MONUMENTED       TXRD
 DM0204  HISTORY     - 1934     GOOD             NGS
 DM0204  HISTORY     - 1935     GOOD             NGS
 DM0204  HISTORY     - 1985     GOOD             NGS
 DM0204  HISTORY     - 19971025 GOOD             USPSQD
 DM0204
 DM0204                          STATION DESCRIPTION
 DM0204
 DM0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0204'IN TEXARKANA.
 DM0204'ABOUT 250 FEET SOUTH OF POST OFFICE.  ON STATE LINE STREET.  IN SOUTH
 DM0204'POINT OF SMALL TRIANGULAR PARK WITH MONUMENT TO CONFEDERATE SOLDIERS.
 DM0204'TABLET SET IN TOP OF CONCRETE POST.
 DM0204
 DM0204                          STATION RECOVERY (1935)
 DM0204
 DM0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0204'RECOVERED IN GOOD CONDITION.
 DM0204
 DM0204                          STATION RECOVERY (1985)
 DM0204
 DM0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0204'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 DM0204'TEXARKANA, AT THE INTERSECTION OF STATE LINE AVENUE AND WEST 5TH
 DM0204'STREET, IN THE SOUTH END OF THE TRIANGULAR LAWN OF THE CONFEDERATE
 DM0204'SOLDIERS MONUMENT, 39.1 M (128.3 FT) SOUTHEAST OF THE CENTERLINE OF
 DM0204'THE STREET, 22.8 M (74.8 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 DM0204'MONUMENT, 13.2 M (43.3 FT) WEST OF THE CENTERLINE OF THE AVENUE, 10.6
 DM0204'M (34.8 FT) NORTHEAST OF THE CENTERLINE OF OLIVE STREET, AND 1.6 M
 DM0204'(5.2 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK.
 DM0204'THE MARK IS ABOVE LEVEL WITH THE STREET.
 DM0204
 DM0204                          STATION RECOVERY (1997)
 DM0204
 DM0204'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0214 ***********************************************************************
 BN0214  DESIGNATION -  F 120
 BN0214  PID         -  BN0214
 BN0214  STATE/COUNTY-  TX/LLANO
 BN0214  USGS QUAD   -  SCOTTS CROSSING (1960)
 BN0214
 BN0214                         *CURRENT SURVEY CONTROL
 BN0214  ___________________________________________________________________
 BN0214* NAD 83(1986)-  30 42 57.     (N)    098 49 08.     (W)     SCALED    
 BN0214* NAVD 88     -       339.007  (meters)    1112.23   (feet)  ADJUSTED  
 BN0214  ___________________________________________________________________
 BN0214  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BN0214  DYNAMIC HT  -         338.554 (meters)    1110.74  (feet)  COMP
 BN0214  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 BN0214
 BN0214  VERT ORDER  -  SECOND    CLASS 0
 BN0214
 BN0214.The horizontal coordinates were scaled from a topographic map and have
 BN0214.an estimated accuracy of +/- 6 seconds.
 BN0214
 BN0214.The orthometric height was determined by differential leveling
 BN0214.and adjusted by the National Geodetic Survey in June 1991..
 BN0214
 BN0214.The geoid height was determined by GEOID03.
 BN0214
 BN0214.The dynamic height is computed by dividing the NAVD 88
 BN0214.geopotential number by the normal gravity value computed on the
 BN0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0214.degrees latitude (g = 980.6199 gals.).
 BN0214
 BN0214.The modeled gravity was interpolated from observed gravity values.
 BN0214
 BN0214;                    North         East    Units  Estimated Accuracy
 BN0214;SPC TX C     - 3,117,290.      845,040.      MT  (+/- 180 meters Scaled)
 BN0214
 BN0214                          SUPERSEDED SURVEY CONTROL
 BN0214
 BN0214  NGVD 29 (??/??/92)  338.960  (m)         1112.07   (f) ADJ UNCH    2 0
 BN0214
 BN0214.Superseded values are not recommended for survey control.
 BN0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0214.See file dsdata.txt to determine how the superseded data were derived.
 BN0214
 BN0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU173981(NAD 83)
 BN0214_MARKER: DB = BENCH MARK DISK
 BN0214_SETTING: 0 = UNSPECIFIED SETTING
 BN0214_STAMPING: F-120 1933
 BN0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0214
 BN0214  HISTORY     - Date     Condition        Report By
 BN0214  HISTORY     - 1933     MONUMENTED       CGS
 BN0214  HISTORY     - 1960     GOOD             USGS
 BN0214
 BN0214                          STATION DESCRIPTION
 BN0214
 BN0214'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BN0214'9.2 MI SW FROM LLANO.
 BN0214'LLANO.  9.2 MI. SW OF ALONG RANCH ROAD 152.  1/4 MI. NE OF HICKORY
 BN0214'CREEK.  405 FEET NE OF CENTERLINE OF RD. AT DRIVE S.  300 FEET N OF
 BN0214'CENTERLINE OF RD.  A STANDARD TABLET.  STAMPED F-120.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0212 ***********************************************************************
 BL0212  DESIGNATION -  F 1200
 BL0212  PID         -  BL0212
 BL0212  STATE/COUNTY-  TX/JEFFERSON
 BL0212  USGS QUAD   -  CHINA (1985)
 BL0212
 BL0212                         *CURRENT SURVEY CONTROL
 BL0212  ___________________________________________________________________
 BL0212* NAD 83(1986)-  30 03 33.     (N)    094 15 25.     (W)     SCALED    
 BL0212* NAVD 88     -        10.143  (meters)      33.28   (feet)  ADJUSTED  
 BL0212  ___________________________________________________________________
 BL0212  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0212  DYNAMIC HT  -          10.129 (meters)      33.23  (feet)  COMP
 BL0212  MODELED GRAV-     979,306.2   (mgal)                       NAVD 88
 BL0212
 BL0212  VERT ORDER  -  FIRST     CLASS I
 BL0212
 BL0212.The horizontal coordinates were scaled from a topographic map and have
 BL0212.an estimated accuracy of +/- 6 seconds.
 BL0212
 BL0212.The orthometric height was determined by differential leveling
 BL0212.and adjusted by the National Geodetic Survey in June 1991..
 BL0212
 BL0212.The geoid height was determined by GEOID03.
 BL0212
 BL0212.The dynamic height is computed by dividing the NAVD 88
 BL0212.geopotential number by the normal gravity value computed on the
 BL0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0212.degrees latitude (g = 980.6199 gals.).
 BL0212
 BL0212.The modeled gravity was interpolated from observed gravity values.
 BL0212
 BL0212;                    North         East    Units  Estimated Accuracy
 BL0212;SPC TXSC     - 4,255,960.    1,057,220.      MT  (+/- 180 meters Scaled)
 BL0212
 BL0212                          SUPERSEDED SURVEY CONTROL
 BL0212
 BL0212  NGVD 29 (??/??/92)   10.159  (m)           33.33   (f) ADJ UNCH    1 1
 BL0212
 BL0212.Superseded values are not recommended for survey control.
 BL0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0212.See file dsdata.txt to determine how the superseded data were derived.
 BL0212
 BL0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP788260(NAD 83)
 BL0212_MARKER: DB = BENCH MARK DISK
 BL0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0212_SP_SET: CULVERT
 BL0212_STAMPING: F 1200 1972
 BL0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0212+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 BL0212
 BL0212  HISTORY     - Date     Condition        Report By
 BL0212  HISTORY     - 1972     MONUMENTED       NGS
 BL0212  HISTORY     - 19870815 GOOD             USPSQD
 BL0212  HISTORY     - 1988     GOOD             USPSQD
 BL0212  HISTORY     - 1988     GOOD             USPSQD
 BL0212  HISTORY     - 1989     GOOD             USPSQD
 BL0212  HISTORY     - 1990     GOOD             USPSQD
 BL0212  HISTORY     - 19900207 GOOD             USPSQD
 BL0212  HISTORY     - 19940805 GOOD             USPSQD
 BL0212  HISTORY     - 19990728 GOOD             USPSQD
 BL0212  HISTORY     - 20010331 GOOD             NGS
 BL0212  HISTORY     - 20010331 GOOD             NGS
 BL0212  HISTORY     - 20030304 GOOD             USPSQD
 BL0212  HISTORY     - 20050129 GOOD             USPSQD
 BL0212
 BL0212                          STATION DESCRIPTION
 BL0212
 BL0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0212'4.1 MI W FROM AMELIA.
 BL0212'AT AMELIA, ABOUT 4.1 MILES WEST ALONG US HIGHWAY 90 FROM THE
 BL0212'INTERSECTION OF STATE HIGHWAY 364, AT THE SOUTHERN PACIFIC RAILROAD
 BL0212'MILE POST 288, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL TO
 BL0212'A 48-FOOT CONCRETE BOX CULVERT WITH THREE DIVIDING PIERS OVER A
 BL0212'DRAINAGE CANAL AND UNDER BOTH LANES OF THE HIGHWAY, 25.5 FEET NORTH OF
 BL0212'THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 1.3 FEET EAST OF
 BL0212'THE WEST END OF THE HEADWALL AND ABOUT 1.5 FEET BELOW THE LEVEL OF THE
 BL0212'HIGHWAY.
 BL0212
 BL0212                          STATION RECOVERY (1987)
 BL0212
 BL0212'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0212'RECOVERED IN GOOD CONDITION.
 BL0212
 BL0212                          STATION RECOVERY (1988)
 BL0212
 BL0212'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0212'RECOVERED IN GOOD CONDITION.
 BL0212
 BL0212                          STATION RECOVERY (1988)
 BL0212
 BL0212'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0212'RECOVERED IN GOOD CONDITION.
 BL0212
 BL0212                          STATION RECOVERY (1989)
 BL0212
 BL0212'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0212'RECOVERED IN GOOD CONDITION.
 BL0212
 BL0212                          STATION RECOVERY (1990)
 BL0212
 BL0212'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0212'RECOVERED IN GOOD CONDITION.
 BL0212
 BL0212                          STATION RECOVERY (1990)
 BL0212
 BL0212'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0212'RECOVERED IN GOOD CONDITION.
 BL0212
 BL0212                          STATION RECOVERY (1994)
 BL0212
 BL0212'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0212'RECOVERED IN GOOD CONDITION.
 BL0212
 BL0212                          STATION RECOVERY (1999)
 BL0212
 BL0212'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0212'RECOVERED IN GOOD CONDITION.
 BL0212
 BL0212                          STATION RECOVERY (2001)
 BL0212
 BL0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0212'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0212
 BL0212                          STATION RECOVERY (2001)
 BL0212
 BL0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0212'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0212
 BL0212                          STATION RECOVERY (2003)
 BL0212
 BL0212'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0212'RECOVERED IN GOOD CONDITION.
 BL0212
 BL0212                          STATION RECOVERY (2005)
 BL0212
 BL0212'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0703 ***********************************************************************
 AW0703  DESIGNATION -  F 1202
 AW0703  PID         -  AW0703
 AW0703  STATE/COUNTY-  TX/HARRIS
 AW0703  USGS QUAD   -  CROSBY (1982)
 AW0703
 AW0703                         *CURRENT SURVEY CONTROL
 AW0703  ___________________________________________________________________
 AW0703* NAD 83(1986)-  29 57 42.     (N)    095 00 01.     (W)     SCALED    
 AW0703* NAVD 88     -        17.043  (meters)      55.92   (feet)  ADJUSTED  
 AW0703  ___________________________________________________________________
 AW0703  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW0703  DYNAMIC HT  -          17.020 (meters)      55.84  (feet)  COMP
 AW0703  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 AW0703
 AW0703  VERT ORDER  -  FIRST     CLASS I
 AW0703
 AW0703.The horizontal coordinates were scaled from a topographic map and have
 AW0703.an estimated accuracy of +/- 6 seconds.
 AW0703
 AW0703.The orthometric height was determined by differential leveling
 AW0703.and adjusted by the National Geodetic Survey in June 1991..
 AW0703
 AW0703.The geoid height was determined by GEOID03.
 AW0703
 AW0703.The dynamic height is computed by dividing the NAVD 88
 AW0703.geopotential number by the normal gravity value computed on the
 AW0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0703.degrees latitude (g = 980.6199 gals.).
 AW0703
 AW0703.The modeled gravity was interpolated from observed gravity values.
 AW0703
 AW0703;                    North         East    Units  Estimated Accuracy
 AW0703;SPC TXSC     - 4,242,480.      985,960.      MT  (+/- 180 meters Scaled)
 AW0703
 AW0703                          SUPERSEDED SURVEY CONTROL
 AW0703
 AW0703  NGVD 29 (12/23/87)   17.043  (m)           55.92   (f) ADJUSTED    1 1
 AW0703
 AW0703.Superseded values are not recommended for survey control.
 AW0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0703.See file dsdata.txt to determine how the superseded data were derived.
 AW0703
 AW0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP069162(NAD 83)
 AW0703_MARKER: DB = BENCH MARK DISK
 AW0703_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0703_SP_SET: CULVERT ABUTMENT
 AW0703_STAMPING: F 1202 1972
 AW0703_MARK LOGO: NGS   
 AW0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0703
 AW0703  HISTORY     - Date     Condition        Report By
 AW0703  HISTORY     - 1972     MONUMENTED       NGS
 AW0703  HISTORY     - 1978     GOOD             NGS
 AW0703  HISTORY     - 1987     GOOD             NGS
 AW0703  HISTORY     - 1990     GOOD             USPSQD
 AW0703  HISTORY     - 19941213 MARK NOT FOUND   USPSQD
 AW0703
 AW0703                          STATION DESCRIPTION
 AW0703
 AW0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0703'5.45 MI NE FROM CROSBY.
 AW0703'ABOUT 5.45 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW0703'CROSSING OF MAIN STREET, 0.25 MILE NORTHEAST OF MILE POST NO. 336, SET
 AW0703'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT TO A 20-FOOT
 AW0703'CONCRETE BOX CULVERT WITH ONE DIVIDING PIER AND UNDER US HIGHWAY 90,
 AW0703'83 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 22.4 FEET NORTHWEST OF
 AW0703'THE CENTER LINE OF THE HIGHWAY, 1.2 FEET SOUTHWEST OF THE NORTHEAST
 AW0703'END OF THE HEADWALL, ABOUT LEVEL WITH THE HIGHWAY AND 2 FEET BELOW THE
 AW0703'LEVEL OF THE TRACK.
 AW0703
 AW0703                          STATION RECOVERY (1978)
 AW0703
 AW0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0703'RECOVERED IN GOOD CONDITION.
 AW0703
 AW0703                          STATION RECOVERY (1987)
 AW0703
 AW0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0703'RECOVERED IN GOOD CONDITION.
 AW0703
 AW0703                          STATION RECOVERY (1990)
 AW0703
 AW0703'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW0703'RECOVERED IN GOOD CONDITION.
 AW0703
 AW0703                          STATION RECOVERY (1994)
 AW0703
 AW0703'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1568 ***********************************************************************
 AW1568  DESIGNATION -  F 1205
 AW1568  PID         -  AW1568
 AW1568  STATE/COUNTY-  TX/HARRIS
 AW1568  USGS QUAD   -  LEAGUE CITY (1995)
 AW1568
 AW1568                         *CURRENT SURVEY CONTROL
 AW1568  ___________________________________________________________________
 AW1568* NAD 83(1986)-  29 37 06.     (N)    095 00 05.     (W)     SCALED    
 AW1568* NAVD 88     -         1.034  (meters)       3.39   (feet)  ADJUSTED  
 AW1568  ___________________________________________________________________
 AW1568  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW1568  DYNAMIC HT  -           1.032 (meters)       3.39  (feet)  COMP
 AW1568  MODELED GRAV-     979,276.7   (mgal)                       NAVD 88
 AW1568  OBS GRAVITY -     979,279.2   (mgal)                       GRAV_OBS
 AW1568
 AW1568  VERT ORDER  -  FIRST     CLASS II
 AW1568
 AW1568.The horizontal coordinates were scaled from a topographic map and have
 AW1568.an estimated accuracy of +/- 6 seconds.
 AW1568
 AW1568.The orthometric height was determined by differential leveling
 AW1568.and adjusted by the National Geodetic Survey in June 1991..
 AW1568
 AW1568.The geoid height was determined by GEOID03.
 AW1568
 AW1568.The dynamic height is computed by dividing the NAVD 88
 AW1568.geopotential number by the normal gravity value computed on the
 AW1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1568.degrees latitude (g = 980.6199 gals.).
 AW1568
 AW1568.The modeled gravity was interpolated from observed gravity values.
 AW1568.The observed gravity was obtained from relative gravimeter ties
 AW1568.to the IGSN71 gravity network.
 AW1568
 AW1568;                    North         East    Units  Estimated Accuracy
 AW1568;SPC TXSC     - 4,204,450.      987,160.      MT  (+/- 180 meters Scaled)
 AW1568
 AW1568                          SUPERSEDED SURVEY CONTROL
 AW1568
 AW1568  NGVD 29 (12/23/87)    1.031  (m)            3.38   (f) ADJUSTED    1 2
 AW1568
 AW1568.Superseded values are not recommended for survey control.
 AW1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1568.See file dsdata.txt to determine how the superseded data were derived.
 AW1568
 AW1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN062781(NAD 83)
 AW1568_MARKER: DB = BENCH MARK DISK
 AW1568_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1568+WITH SETTING: PAVEMENT
 AW1568_SP_SET: CONCRETE FOUNDATION
 AW1568_STAMPING: F 1205 1973
 AW1568_MARK LOGO: NGS   
 AW1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1568+STABILITY: SURFACE MOTION
 AW1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1568+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW1568
 AW1568  HISTORY     - Date     Condition        Report By
 AW1568  HISTORY     - 1973     MONUMENTED       NGS
 AW1568  HISTORY     - 1973     GOOD             USPSQD
 AW1568  HISTORY     - 1974     GOOD
 AW1568  HISTORY     - 1978     GOOD             NGS
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             USPSQD
 AW1568  HISTORY     - 1987     GOOD             NGS
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1988     GOOD             USPSQD
 AW1568  HISTORY     - 1989     GOOD             USPSQD
 AW1568  HISTORY     - 1989     GOOD             USPSQD
 AW1568  HISTORY     - 1989     GOOD             USPSQD
 AW1568  HISTORY     - 1989     GOOD             USPSQD
 AW1568  HISTORY     - 1989     GOOD             USPSQD
 AW1568  HISTORY     - 1989     GOOD             USPSQD
 AW1568  HISTORY     - 1989     GOOD             USPSQD
 AW1568  HISTORY     - 1989     GOOD             USPSQD
 AW1568  HISTORY     - 1990     GOOD             USPSQD
 AW1568  HISTORY     - 1990     GOOD             USPSQD
 AW1568  HISTORY     - 19910216 GOOD             USPSQD
 AW1568  HISTORY     - 19931122 GOOD             USPSQD
 AW1568  HISTORY     - 20000310 GOOD             USPSQD
 AW1568  HISTORY     - 20010331 GOOD             NGS
 AW1568  HISTORY     - 20030423 GOOD             USPSQD
 AW1568  HISTORY     - 20050117 GOOD             USPSQD
 AW1568
 AW1568                          STATION DESCRIPTION
 AW1568
 AW1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1568'4.2 MI SE FROM LA PORTE.
 AW1568'ABOUT 3.1 MILES SOUTH ALONG STATE HWY. 146 BUSINESS FROM THE
 AW1568'INTERSECTION OF BROADWAY AND SAN JACINTO AVE. AT LA PORTE, THENCE 0.55
 AW1568'MILE EAST ALONG SHORE ACRES BLVD., THENCE 0.2 MILE SOUTHEAST ALONG
 AW1568'SUNRISE DR., THENCE 0.35 MILE EAST ALONG BAYWOOD TO THE HOUSTON YACHT
 AW1568'CLUB, ABOUT 400 FEET NORTHEAST OF THE CLUBHOUSE, ABOUT 75 FEET WEST OF
 AW1568'THE WEST CORNER OF BOAT SHED A, SET IN THE TOP OF THE EAST CORNER OF
 AW1568'THE CONCRETE FOUNDATION OF THE LARGEST AND MOST NORTHWEST ONE OF 2
 AW1568'BOAT LIFTS, ABOUT 2.5 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT
 AW1568'LEVEL WITH THE END SPUR.
 AW1568
 AW1568                          STATION RECOVERY (1973)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1973 (TD)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1974)
 AW1568
 AW1568'RECOVERED 1974
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1978)
 AW1568
 AW1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (MLO)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (AOM)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1987)
 AW1568
 AW1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (MAB)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1988)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1989)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1989)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1989)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1989)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1989)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1989)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1989)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1989)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1990)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1990)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1990 (CJ)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1991)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1991 (LC)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (1993)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (2000)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (2001)
 AW1568
 AW1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1568'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1568
 AW1568                          STATION RECOVERY (2003)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AW1568'RECOVERED IN GOOD CONDITION.
 AW1568
 AW1568                          STATION RECOVERY (2005)
 AW1568
 AW1568'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0191 ***********************************************************************
 AM0191  DESIGNATION -  F 1206
 AM0191  PID         -  AM0191
 AM0191  STATE/COUNTY-  TX/MATAGORDA
 AM0191  USGS QUAD   -  BAY CITY (1972)
 AM0191
 AM0191                         *CURRENT SURVEY CONTROL
 AM0191  ___________________________________________________________________
 AM0191* NAD 83(1986)-  28 56 14.     (N)    095 59 50.     (W)     SCALED    
 AM0191* NAVD 88     -        13.70   (+/-2cm)      44.9    (feet)  VERTCON   
 AM0191  ___________________________________________________________________
 AM0191  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AM0191
 AM0191  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0191
 AM0191.The horizontal coordinates were scaled from a topographic map and have
 AM0191.an estimated accuracy of +/- 6 seconds.
 AM0191
 AM0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0191.The vertical order pertains to the NGVD 29 superseded value.
 AM0191
 AM0191.The geoid height was determined by GEOID03.
 AM0191
 AM0191;                    North         East    Units  Estimated Accuracy
 AM0191;SPC TXSC     - 4,126,100.      892,700.      MT  (+/- 180 meters Scaled)
 AM0191
 AM0191                          SUPERSEDED SURVEY CONTROL
 AM0191
 AM0191  NGVD 29 (??/??/92)   13.731  (m)           45.05   (f) ADJ UNCH    1 1
 AM0191
 AM0191.Superseded values are not recommended for survey control.
 AM0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0191.See file dsdata.txt to determine how the superseded data were derived.
 AM0191
 AM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN078047(NAD 83)
 AM0191_MARKER: DB = BENCH MARK DISK
 AM0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0191_STAMPING: F 1206 1972
 AM0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0191+STABILITY: SURFACE MOTION
 AM0191
 AM0191  HISTORY     - Date     Condition        Report By
 AM0191  HISTORY     - 1972     MONUMENTED       NGS
 AM0191
 AM0191                          STATION DESCRIPTION
 AM0191
 AM0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0191'3.75 MI SW FROM BAY CITY.
 AM0191'3.75 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AM0191'STATION AT BAY CITY, 7 POLES NORTHEAST OF MILEPOLE 280, AT THE
 AM0191'CROSSING OF A PRIVATE ROAD, 70.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AM0191'24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 128 FEET NORTH AND
 AM0191'ACROSS THE ROAD FROM A POWER POLE WITH TWO GUY WIRES, 17.7 FEET NORTH
 AM0191'OF THE NORTH EDGE OF A STEEL RAIL CATTLEGUARD, 2 FEET NORTH OF THE
 AM0191'NORTH END OF A STEEL GATE, 1.0 FOOT EAST OF A FENCE, 2.4 FEET SOUTH OF
 AM0191'A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, ABOUT 1/2 FOOT
 AM0191'LOWER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 AM0191'DRIVEN TO SUDDEN REFUSAL AT A DEPTH OF 16 FEET.  THE UPPER PORTION OF
 AM0191'THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 AM0191'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0029 ***********************************************************************
 AN0029  DESIGNATION -  F 1207
 AN0029  PID         -  AN0029
 AN0029  STATE/COUNTY-  TX/MATAGORDA
 AN0029  USGS QUAD   -  BLESSING (1995)
 AN0029
 AN0029                         *CURRENT SURVEY CONTROL
 AN0029  ___________________________________________________________________
 AN0029* NAD 83(1986)-  28 52 09.     (N)    096 14 56.     (W)     SCALED    
 AN0029* NAVD 88     -        11.20   (+/-2cm)      36.7    (feet)  VERTCON   
 AN0029  ___________________________________________________________________
 AN0029  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN0029
 AN0029  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0029
 AN0029.The horizontal coordinates were scaled from a topographic map and have
 AN0029.an estimated accuracy of +/- 6 seconds.
 AN0029
 AN0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0029.The vertical order pertains to the NGVD 29 superseded value.
 AN0029
 AN0029.The geoid height was determined by GEOID03.
 AN0029
 AN0029;                    North         East    Units  Estimated Accuracy
 AN0029;SPC TXSC     - 4,117,960.      868,350.      MT  (+/- 180 meters Scaled)
 AN0029
 AN0029                          SUPERSEDED SURVEY CONTROL
 AN0029
 AN0029  NGVD 29 (??/??/92)   11.246  (m)           36.90   (f) ADJ UNCH    1 1
 AN0029
 AN0029.Superseded values are not recommended for survey control.
 AN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0029.See file dsdata.txt to determine how the superseded data were derived.
 AN0029
 AN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS683966(NAD 83)
 AN0029_MARKER: DB = BENCH MARK DISK
 AN0029_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0029+WITH SETTING: INTO GROUND
 AN0029_STAMPING: F 1207 1972
 AN0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0029+STABILITY: SURFACE MOTION
 AN0029
 AN0029  HISTORY     - Date     Condition        Report By
 AN0029  HISTORY     - 1972     MONUMENTED       NGS
 AN0029  HISTORY     - 1978     GOOD             NGS
 AN0029  HISTORY     - 1991     GOOD             USPSQD
 AN0029
 AN0029                          STATION DESCRIPTION
 AN0029
 AN0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0029'1.9 MI W FROM BLESSING.
 AN0029'1.9 MILES WEST ALONG FARM-TO-MARKET ROAD 616 FROM THE CITY WATER TOWER
 AN0029'AT BLESSING, 0.2 MILE EAST OF THE JUNCTION OF FARM-TO-MARKET ROAD
 AN0029'1862, 52 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12.6 FEET SOUTH OF
 AN0029'THE WEST END OF A PIPE CULVERT UNDER A PRIVATE ROAD SOUTH, 24 FEET
 AN0029'WEST OF THE CENTER LINE OF THE PRIVATE ROAD, 4.5 FEET WEST OF A FENCE
 AN0029'CORNER, 1.1 FEET NORTH OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS POST, A
 AN0029'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD 4 FEET LONG THAT IS
 AN0029'ATTACHED TO A METAL BASE PLATE.  THE UPPER PORTION OF THE ROD IS
 AN0029'ENCASED IN A 6-INCH METAL PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AN0029
 AN0029                          STATION RECOVERY (1978)
 AN0029
 AN0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0029'RECOVERED IN GOOD CONDITION.
 AN0029
 AN0029                          STATION RECOVERY (1991)
 AN0029
 AN0029'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0139 ***********************************************************************
 AW0139  DESIGNATION -  F 1208
 AW0139  PID         -  AW0139
 AW0139  STATE/COUNTY-  TX/BRAZORIA
 AW0139  USGS QUAD   -  ALGOA (1974)
 AW0139
 AW0139                         *CURRENT SURVEY CONTROL
 AW0139  ___________________________________________________________________
 AW0139* NAD 83(1986)-  29 24 41.     (N)    095 12 17.     (W)     SCALED    
 AW0139* NAVD 88     -        10.374  (meters)      34.04   (feet)  ADJUSTED  
 AW0139  ___________________________________________________________________
 AW0139  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AW0139  DYNAMIC HT  -          10.359 (meters)      33.99  (feet)  COMP
 AW0139  MODELED GRAV-     979,266.3   (mgal)                       NAVD 88
 AW0139
 AW0139  VERT ORDER  -  FIRST     CLASS I
 AW0139
 AW0139.The horizontal coordinates were scaled from a topographic map and have
 AW0139.an estimated accuracy of +/- 6 seconds.
 AW0139
 AW0139.The orthometric height was determined by differential leveling
 AW0139.and adjusted by the National Geodetic Survey in June 1991..
 AW0139
 AW0139.The geoid height was determined by GEOID03.
 AW0139
 AW0139.The dynamic height is computed by dividing the NAVD 88
 AW0139.geopotential number by the normal gravity value computed on the
 AW0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0139.degrees latitude (g = 980.6199 gals.).
 AW0139
 AW0139.The modeled gravity was interpolated from observed gravity values.
 AW0139
 AW0139;                    North         East    Units  Estimated Accuracy
 AW0139;SPC TXSC     - 4,180,870.      968,220.      MT  (+/- 180 meters Scaled)
 AW0139
 AW0139                          SUPERSEDED SURVEY CONTROL
 AW0139
 AW0139  NGVD 29 (12/23/87)   10.370  (m)           34.02   (f) ADJUSTED    1 1
 AW0139
 AW0139.Superseded values are not recommended for survey control.
 AW0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0139.See file dsdata.txt to determine how the superseded data were derived.
 AW0139
 AW0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN860555(NAD 83)
 AW0139_MARKER: DB = BENCH MARK DISK
 AW0139_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0139+WITH SETTING: PAVEMENT
 AW0139_SP_SET: TOWER FOUNDATION
 AW0139_STAMPING: F 1208 1973
 AW0139_MARK LOGO: NGS   
 AW0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0139+STABILITY: SURFACE MOTION
 AW0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0139+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 AW0139
 AW0139  HISTORY     - Date     Condition        Report By
 AW0139  HISTORY     - 1973     MONUMENTED       NGS
 AW0139  HISTORY     - 1978     GOOD             NGS
 AW0139  HISTORY     - 1978     GOOD             NGS
 AW0139  HISTORY     - 1986     GOOD             NGS
 AW0139  HISTORY     - 1987     GOOD             USPSQD
 AW0139  HISTORY     - 1987     GOOD             USPSQD
 AW0139  HISTORY     - 1987     GOOD             USPSQD
 AW0139  HISTORY     - 19870120 GOOD             USPSQD
 AW0139  HISTORY     - 1988     GOOD             USPSQD
 AW0139  HISTORY     - 1988     GOOD             USPSQD
 AW0139  HISTORY     - 1988     GOOD             USPSQD
 AW0139  HISTORY     - 1988     GOOD             USPSQD
 AW0139  HISTORY     - 1988     GOOD             USPSQD
 AW0139  HISTORY     - 1988     GOOD             USPSQD
 AW0139  HISTORY     - 1988     GOOD             USPSQD
 AW0139  HISTORY     - 1988     GOOD             USPSQD
 AW0139  HISTORY     - 1989     GOOD             USPSQD
 AW0139  HISTORY     - 1989     GOOD             USPSQD
 AW0139  HISTORY     - 20020109 GOOD             USPSQD
 AW0139  HISTORY     - 20041021 GOOD             USPSQD
 AW0139
 AW0139                          STATION DESCRIPTION
 AW0139
 AW0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0139'1.6 MI W FROM ALGOA.
 AW0139'1.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0139'THE STATION SIGN AT ALGOA, ALSO 2.4 MILES EAST OF THE STATION AT
 AW0139'ALVIN, AT THE CROSSING OF THE HOUSTON POWER AND LIGHTING HIGH VOLTAGE
 AW0139'LINE, AT STEEL TOWER NO. 114, SET IN THE TOP OF THE CONCRETE
 AW0139'FOUNDATION OF THE NORTHWEST STEEL LEG, 1.1 FEET NORTH OF THE STEEL
 AW0139'LEG, 74.1 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, AND ABOUT 5
 AW0139'FEET LOWER THAN THE TRACK.
 AW0139
 AW0139                          STATION RECOVERY (1978)
 AW0139
 AW0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1978)
 AW0139
 AW0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1986)
 AW0139
 AW0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1987)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1987)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1987)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1987)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1988)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1988)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1988)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1988)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1988)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1988)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1988)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1988)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1989)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (1989)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (2002)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0139'RECOVERED IN GOOD CONDITION.
 AW0139
 AW0139                          STATION RECOVERY (2004)
 AW0139
 AW0139'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0017 ***********************************************************************
 AM0017  DESIGNATION -  F 1209 TXHD
 AM0017  PID         -  AM0017
 AM0017  STATE/COUNTY-  TX/BRAZORIA
 AM0017  USGS QUAD   -  FREEPORT (1974)
 AM0017
 AM0017                         *CURRENT SURVEY CONTROL
 AM0017  ___________________________________________________________________
 AM0017* NAD 83(1986)-  28 58 47.     (N)    095 22 30.     (W)     SCALED    
 AM0017* NAVD 88     -         1.56   (+/-2cm)       5.1    (feet)  VERTCON   
 AM0017  ___________________________________________________________________
 AM0017  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AM0017
 AM0017  VERT ORDER  -  THIRD (See Below)
 AM0017
 AM0017.The horizontal coordinates were scaled from a topographic map and have
 AM0017.an estimated accuracy of +/- 6 seconds.
 AM0017
 AM0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0017.The vertical order pertains to the NGVD 29 superseded value.
 AM0017
 AM0017.The geoid height was determined by GEOID03.
 AM0017
 AM0017;                    North         East    Units  Estimated Accuracy
 AM0017;SPC TXSC     - 4,132,530.      953,190.      MT  (+/- 180 meters Scaled)
 AM0017
 AM0017                          SUPERSEDED SURVEY CONTROL
 AM0017
 AM0017  NGVD 29 (??/??/??)    1.58   (m)            5.2    (f) RESET       3  
 AM0017
 AM0017.Superseded values are not recommended for survey control.
 AM0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0017.See file dsdata.txt to determine how the superseded data were derived.
 AM0017
 AM0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN685080(NAD 83)
 AM0017_MARKER: DD = SURVEY DISK
 AM0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0017_SP_SET: CULVERT
 AM0017_STAMPING: F 1209
 AM0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0017
 AM0017  HISTORY     - Date     Condition        Report By
 AM0017  HISTORY     - UNK      MONUMENTED       TXHD
 AM0017  HISTORY     - 1973     GOOD             NGS
 AM0017  HISTORY     - 1977     GOOD             NGS
 AM0017  HISTORY     - 1978     GOOD             NGS
 AM0017  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0017
 AM0017                          STATION DESCRIPTION
 AM0017
 AM0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0017'0.75 MI NW FROM FREEPORT.
 AM0017'0.75 MILE NORTHWEST ALONG STATE HIGHWAY 288 (BRAZOS PORT BOULEVARD)
 AM0017'FROM THE JUNCTION OF FARM ROAD 523 (NORTH GULF BOULEVARD), AT
 AM0017'FREEPORT, 0.1 MILE NORTHWEST OF THE JUNCTION OF YELLOWSTONE STREET, AT
 AM0017'THE JUNCTION OF ZAPATA STREET NORTHEAST, IN THE TOP OF THE APPROXIMATE
 AM0017'CENTER OF THE NORTHEAST CONCRETE HEAD WALL OF A 4- BY 9-FOOT CONCRETE
 AM0017'BOX CULVERT UNDER THE HIGHWAY, 53 FEET NORTHEAST OF THE CENTER LINE OF
 AM0017'THE NORTHEAST LANES OF THE HIGHWAY, 25 FEET NORTHWEST OF THE CENTER
 AM0017'LINE OF ZAPATA STREET, 4.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AM0017'HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 AM0017
 AM0017                          STATION RECOVERY (1977)
 AM0017
 AM0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0017'RECOVERED IN GOOD CONDITION.
 AM0017
 AM0017                          STATION RECOVERY (1978)
 AM0017
 AM0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0017'RECOVERED IN GOOD CONDITION.
 AM0017
 AM0017                          STATION RECOVERY (2004)
 AM0017
 AM0017'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1276 ***********************************************************************
 AX1276  DESIGNATION -  F 121
 AX1276  PID         -  AX1276
 AX1276  STATE/COUNTY-  TX/FAYETTE
 AX1276  USGS QUAD   -  MULDOON (1981)
 AX1276
 AX1276                         *CURRENT SURVEY CONTROL
 AX1276  ___________________________________________________________________
 AX1276* NAD 83(1986)-  29 45 08.     (N)    097 06 43.     (W)     SCALED    
 AX1276* NAVD 88     -       110.78   (+/-2cm)     363.5    (feet)  VERTCON   
 AX1276  ___________________________________________________________________
 AX1276  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AX1276
 AX1276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1276
 AX1276.The horizontal coordinates were scaled from a topographic map and have
 AX1276.an estimated accuracy of +/- 6 seconds.
 AX1276
 AX1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1276.The vertical order pertains to the NGVD 29 superseded value.
 AX1276
 AX1276.The geoid height was determined by GEOID03.
 AX1276
 AX1276;                    North         East    Units  Estimated Accuracy
 AX1276;SPC TXSC     - 4,214,140.      782,590.      MT  (+/- 180 meters Scaled)
 AX1276
 AX1276                          SUPERSEDED SURVEY CONTROL
 AX1276
 AX1276  NGVD 29 (??/??/92)  110.737  (m)          363.31   (f) ADJ UNCH    2 0
 AX1276
 AX1276.Superseded values are not recommended for survey control.
 AX1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1276.See file dsdata.txt to determine how the superseded data were derived.
 AX1276
 AX1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT825928(NAD 83)
 AX1276_MARKER: DB = BENCH MARK DISK
 AX1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1276_STAMPING: F-121 1933
 AX1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1276+STABILITY: SURFACE MOTION
 AX1276
 AX1276  HISTORY     - Date     Condition        Report By
 AX1276  HISTORY     - 1933     MONUMENTED       CGS
 AX1276  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1276  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AX1276
 AX1276                          STATION DESCRIPTION
 AX1276
 AX1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1276'4.7 MI N FROM FLATONIA.
 AX1276'ALONG THE TEXAS AND NEW ORLEANS R.R. 0.5 MILE SOUTH OF KERR AND 365
 AX1276'YARDS SOUTH OF M.P. 34 AND 235 YARDS NORTH OF BRIDGE 33 D AND 18 FT.
 AX1276'WEST OF THE CENTERLINE OF THE MAIN TRACK.
 AX1276
 AX1276                          STATION RECOVERY (1997)
 AX1276
 AX1276'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1276'MARK NOT FOUND.
 AX1276
 AX1276                          STATION RECOVERY (2004)
 AX1276
 AX1276'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0034 ***********************************************************************
 AW0034  DESIGNATION -  F 1210
 AW0034  PID         -  AW0034
 AW0034  STATE/COUNTY-  TX/BRAZORIA
 AW0034  USGS QUAD   -  DANBURY (1974)
 AW0034
 AW0034                         *CURRENT SURVEY CONTROL
 AW0034  ___________________________________________________________________
 AW0034* NAD 83(1986)-  29 09 51.     (N)    095 16 38.     (W)     SCALED    
 AW0034* NAVD 88     -         3.07   (+/-2cm)      10.1    (feet)  VERTCON   
 AW0034  ___________________________________________________________________
 AW0034  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW0034
 AW0034  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0034
 AW0034.The horizontal coordinates were scaled from a topographic map and have
 AW0034.an estimated accuracy of +/- 6 seconds.
 AW0034
 AW0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0034.The vertical order pertains to the NGVD 29 superseded value.
 AW0034
 AW0034.The geoid height was determined by GEOID03.
 AW0034
 AW0034;                    North         East    Units  Estimated Accuracy
 AW0034;SPC TXSC     - 4,153,260.      962,060.      MT  (+/- 180 meters Scaled)
 AW0034
 AW0034                          SUPERSEDED SURVEY CONTROL
 AW0034
 AW0034  NGVD 29 (??/??/92)    3.071  (m)           10.08   (f) ADJ UNCH    1 1
 AW0034
 AW0034.Superseded values are not recommended for survey control.
 AW0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0034.See file dsdata.txt to determine how the superseded data were derived.
 AW0034
 AW0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN785283(NAD 83)
 AW0034_MARKER: DB = BENCH MARK DISK
 AW0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0034_SP_SET: CULVERT
 AW0034_STAMPING: F 1210 1973
 AW0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0034+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0034
 AW0034  HISTORY     - Date     Condition        Report By
 AW0034  HISTORY     - 1973     MONUMENTED       NGS
 AW0034  HISTORY     - 1978     GOOD             NGS
 AW0034  HISTORY     - 1987     GOOD             USPSQD
 AW0034  HISTORY     - 1987     GOOD             USPSQD
 AW0034  HISTORY     - 1990     GOOD             USPSQD
 AW0034  HISTORY     - 20040319 GOOD             USPSQD
 AW0034
 AW0034                          STATION DESCRIPTION
 AW0034
 AW0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0034'6.4 MI SE FROM DANBURY.
 AW0034'0.3 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT DANBURY,
 AW0034'THENCE 0.15 MILE NORTHEAST ALONG FIRST STREET, THENCE 0.6 MILE
 AW0034'SOUTHEAST ALONG COUNTY ROAD 211, THENCE 5.35 MILES SOUTHEAST ALONG
 AW0034'COUNTY ROAD 208, AT THE JUNCTION OF FARM ROAD 2004, IN THE TOP AND 0.8
 AW0034'FOOT NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD
 AW0034'WALL OF A CONCRETE PIPE CULVERT, 26 1/2 FEET SOUTHWEST OF THE CENTER
 AW0034'LINE OF COUNTY ROAD 208, 50 FEET NORTHWEST OF THE CENTER LINE OF FARM
 AW0034'ROAD 2004, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 AW0034
 AW0034                          STATION RECOVERY (1978)
 AW0034
 AW0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0034'RECOVERED IN GOOD CONDITION.
 AW0034
 AW0034                          STATION RECOVERY (1987)
 AW0034
 AW0034'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW0034'RECOVERED IN GOOD CONDITION.
 AW0034
 AW0034                          STATION RECOVERY (1987)
 AW0034
 AW0034'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0034'RECOVERED IN GOOD CONDITION.
 AW0034
 AW0034                          STATION RECOVERY (1990)
 AW0034
 AW0034'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW0034'RECOVERED IN GOOD CONDITION.
 AW0034
 AW0034                          STATION RECOVERY (2004)
 AW0034
 AW0034'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2284 ***********************************************************************
 AW2284  DESIGNATION -  F 1211
 AW2284  PID         -  AW2284
 AW2284  STATE/COUNTY-  TX/HARRIS
 AW2284  USGS QUAD   -  BELLAIRE (1995)
 AW2284
 AW2284                         *CURRENT SURVEY CONTROL
 AW2284  ___________________________________________________________________
 AW2284* NAD 83(1986)-  29 44 17.     (N)    095 28 19.     (W)     SCALED    
 AW2284* NAVD 88     -        17.787  (meters)      58.36   (feet)  ADJUSTED  
 AW2284  ___________________________________________________________________
 AW2284  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW2284  DYNAMIC HT  -          17.762 (meters)      58.27  (feet)  COMP
 AW2284  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 AW2284
 AW2284  VERT ORDER  -  FIRST     CLASS II
 AW2284
 AW2284.The horizontal coordinates were scaled from a topographic map and have
 AW2284.an estimated accuracy of +/- 6 seconds.
 AW2284
 AW2284.The orthometric height was determined by differential leveling
 AW2284.and adjusted by the National Geodetic Survey in June 1991..
 AW2284
 AW2284.The geoid height was determined by GEOID03.
 AW2284
 AW2284.The dynamic height is computed by dividing the NAVD 88
 AW2284.geopotential number by the normal gravity value computed on the
 AW2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2284.degrees latitude (g = 980.6199 gals.).
 AW2284
 AW2284.The modeled gravity was interpolated from observed gravity values.
 AW2284
 AW2284;                    North         East    Units  Estimated Accuracy
 AW2284;SPC TXSC     - 4,216,240.      941,210.      MT  (+/- 180 meters Scaled)
 AW2284
 AW2284                          SUPERSEDED SURVEY CONTROL
 AW2284
 AW2284  NGVD 29 (12/23/87)   17.782  (m)           58.34   (f) ADJUSTED    1 2
 AW2284
 AW2284.Superseded values are not recommended for survey control.
 AW2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2284.See file dsdata.txt to determine how the superseded data were derived.
 AW2284
 AW2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN609923(NAD 83)
 AW2284_MARKER: DB = BENCH MARK DISK
 AW2284_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW2284+WITH SETTING: PAVEMENT
 AW2284_SP_SET: UTILITY VALVE FOUNDATION
 AW2284_STAMPING: F 1211 1973
 AW2284_MARK LOGO: NGS   
 AW2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2284+STABILITY: SURFACE MOTION
 AW2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2284+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW2284
 AW2284  HISTORY     - Date     Condition        Report By
 AW2284  HISTORY     - 1973     MONUMENTED       NGS
 AW2284  HISTORY     - 1978     GOOD             NGS
 AW2284  HISTORY     - 1983     GOOD             NGS
 AW2284  HISTORY     - 1985     GOOD             USPSQD
 AW2284  HISTORY     - 1986     GOOD             NGS
 AW2284  HISTORY     - 1987     GOOD             USPSQD
 AW2284  HISTORY     - 1987     GOOD             USPSQD
 AW2284  HISTORY     - 1989     GOOD             USPSQD
 AW2284  HISTORY     - 1990     GOOD             USPSQD
 AW2284  HISTORY     - 1991     GOOD             USPSQD
 AW2284  HISTORY     - 19931030 GOOD             USPSQD
 AW2284  HISTORY     - 20040507 GOOD             USPSQD
 AW2284  HISTORY     - 20051006 GOOD             USPSQD
 AW2284
 AW2284                          STATION DESCRIPTION
 AW2284
 AW2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2284'2.45 MI N FROM BELLAIRE.
 AW2284'2.25 MILES NORTH ALONG RICE AVENUE FROM THE JUNCTION OF BELLAIRE
 AW2284'BOULEVARD AT BELLAIRE, THENCE 0.2 MILE WEST ALONG WEST ALABAMA STREET,
 AW2284'0.05 MILE WEST OF THE JUNCTION OF YORKTOWN STREET, IN THE TOP OF THE
 AW2284'CONCRETE FOUNDATION OF AN UNDERGROUND UTILITY VALVE WHICH HAS A STEEL
 AW2284'COVER EXTENDING NORTH UNDER A PARKING LOT WALL, 13.9 FEET NORTH OF THE
 AW2284'NORTH CURB OF THE STREET, 84.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AW2284'OF THE WESTERN NATIONAL BANK AT 5433 WEST ALABAMA STREET, 8.5 FEET
 AW2284'WEST OF THE SOUTHEAST CORNER OF THE CONCRETE WALL OF AN ELEVATED
 AW2284'PARKING LOT, 38 1/2 FEET WEST OF THE CENTER LINE OF THE WEST DRIVEWAY
 AW2284'TO THE BANK, ABOUT 1 1/2 FEET HIGHER THAN THE STREET, AND 1/2 FOOT
 AW2284'ABOVE THE GROUND.
 AW2284
 AW2284                          STATION RECOVERY (1978)
 AW2284
 AW2284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2284'RECOVERED IN GOOD CONDITION.
 AW2284
 AW2284                          STATION RECOVERY (1983)
 AW2284
 AW2284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2284'RECOVERED IN GOOD CONDITION.
 AW2284
 AW2284                          STATION RECOVERY (1985)
 AW2284
 AW2284'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW2284'0.05 MILE WEST OF JUNCTION OF YORKTOWN, SHOULD BE 434 FEET WEST OF
 AW2284'CENTERLINE OF YORKTOWN. 13.9 FEET NORTH OF NORTH CURB, SHOULD BE
 AW2284'NORTH OF NORTH CURB OF WEST ALABAMA AND 35.8 FEET NORTH OF CENTERLINE
 AW2284'OF WEST ALABAMA.
 AW2284
 AW2284                          STATION RECOVERY (1986)
 AW2284
 AW2284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2284'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW2284'ADD 20.1 METERS (66.0 FT) WEST OF A FIRE HYDRANT.
 AW2284
 AW2284                          STATION RECOVERY (1987)
 AW2284
 AW2284'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2284'RECOVERED IN GOOD CONDITION.
 AW2284
 AW2284                          STATION RECOVERY (1987)
 AW2284
 AW2284'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2284'RECOVERED IN GOOD CONDITION.
 AW2284
 AW2284                          STATION RECOVERY (1989)
 AW2284
 AW2284'RECOVERY NOTE BY US POWER SQUADRON 1989 (TT)
 AW2284'RECOVERED IN GOOD CONDITION.
 AW2284
 AW2284                          STATION RECOVERY (1990)
 AW2284
 AW2284'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2284'RECOVERED IN GOOD CONDITION.
 AW2284
 AW2284                          STATION RECOVERY (1991)
 AW2284
 AW2284'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW2284'RECOVERED IN GOOD CONDITION.
 AW2284
 AW2284                          STATION RECOVERY (1993)
 AW2284
 AW2284'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2284'RECOVERED IN GOOD CONDITION.
 AW2284
 AW2284                          STATION RECOVERY (2004)
 AW2284
 AW2284'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2284'RECOVERED IN GOOD CONDITION.
 AW2284
 AW2284                          STATION RECOVERY (2005)
 AW2284
 AW2284'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2284'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4734 ***********************************************************************
 AW4734  DESIGNATION -  F 1212
 AW4734  PID         -  AW4734
 AW4734  STATE/COUNTY-  TX/FORT BEND
 AW4734  USGS QUAD   -  RICHMOND (1980)
 AW4734
 AW4734                         *CURRENT SURVEY CONTROL
 AW4734  ___________________________________________________________________
 AW4734* NAD 83(1986)-  29 33 57.     (N)    095 47 00.     (W)     SCALED    
 AW4734* NAVD 88     -        29.78   (+/-2cm)      97.7    (feet)  VERTCON   
 AW4734  ___________________________________________________________________
 AW4734  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW4734
 AW4734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4734
 AW4734.The horizontal coordinates were scaled from a topographic map and have
 AW4734.an estimated accuracy of +/- 6 seconds.
 AW4734
 AW4734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4734.The vertical order pertains to the NGVD 29 superseded value.
 AW4734
 AW4734.The geoid height was determined by GEOID03.
 AW4734
 AW4734;                    North         East    Units  Estimated Accuracy
 AW4734;SPC TXSC     - 4,196,290.      911,630.      MT  (+/- 180 meters Scaled)
 AW4734
 AW4734                          SUPERSEDED SURVEY CONTROL
 AW4734
 AW4734  NGVD 29 (??/??/92)   29.773  (m)           97.68   (f) ADJ UNCH    2 0
 AW4734
 AW4734.Superseded values are not recommended for survey control.
 AW4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4734.See file dsdata.txt to determine how the superseded data were derived.
 AW4734
 AW4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN303739(NAD 83)
 AW4734_MARKER: DB = BENCH MARK DISK
 AW4734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4734_SP_SET: SIPHON
 AW4734_STAMPING: F 1212 1973
 AW4734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4734
 AW4734  HISTORY     - Date     Condition        Report By
 AW4734  HISTORY     - 1973     MONUMENTED       NGS
 AW4734  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW4734  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW4734  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4734  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW4734  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4734  HISTORY     - 20040323 MARK NOT FOUND   USPSQD
 AW4734
 AW4734                          STATION DESCRIPTION
 AW4734
 AW4734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4734'1.35 MI E FROM ROSENBERG.
 AW4734'0.35 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4734'THE STATION AT ROSENBERG, THENCE 1.0 MILE EAST ALONG OLD RICHMOND
 AW4734'ROAD, 1.85 MILES SOUTHWEST OF RICHMOND, 0.05 MILE NORTHEAST OF THE
 AW4734'JUNCTION OF RAWSON DRIVE, AT THE JUNCTION OF A DIRT ROAD TO THE
 AW4734'RAILWAY, IN THE TOP AND 0.6 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 AW4734'NORTHEAST CONCRETE HEADWALL OF A SIPHON OF A CANAL UNDER THE ROAD, 24
 AW4734'1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHEAST
 AW4734'OF THE CENTER LINE OF THE DIRT ROAD, 86 FEET NORTHEAST OF THE EXTENDED
 AW4734'CENTER LINE OF A ROAD SOUTHEAST THROUGH A TRAILER PARK, AND ABOUT 1/2
 AW4734'FOOT LOWER THAN THE ROAD.
 AW4734
 AW4734                          STATION RECOVERY (1987)
 AW4734
 AW4734'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW4734'MARK NOT FOUND.
 AW4734
 AW4734                          STATION RECOVERY (1987)
 AW4734
 AW4734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4734'NOT RECOVERED.
 AW4734
 AW4734                          STATION RECOVERY (1989)
 AW4734
 AW4734'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4734'MARK NOT FOUND.
 AW4734
 AW4734                          STATION RECOVERY (1993)
 AW4734
 AW4734'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4734'MARK NOT FOUND.
 AW4734
 AW4734                          STATION RECOVERY (1999)
 AW4734
 AW4734'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4734'MARK NOT FOUND.
 AW4734
 AW4734                          STATION RECOVERY (2004)
 AW4734
 AW4734'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2142 ***********************************************************************
 AW2142  DESIGNATION -  F 1213
 AW2142  PID         -  AW2142
 AW2142  STATE/COUNTY-  TX/HARRIS
 AW2142  USGS QUAD   -  CLODINE (1995)
 AW2142
 AW2142                         *CURRENT SURVEY CONTROL
 AW2142  ___________________________________________________________________
 AW2142* NAD 83(1986)-  29 41 40.     (N)    095 38 39.     (W)     SCALED    
 AW2142* NAVD 88     -        27.44   (+/-2cm)      90.0    (feet)  VERTCON   
 AW2142  ___________________________________________________________________
 AW2142  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW2142
 AW2142  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2142
 AW2142.The horizontal coordinates were scaled from a topographic map and have
 AW2142.an estimated accuracy of +/- 6 seconds.
 AW2142
 AW2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2142.The vertical order pertains to the NGVD 29 superseded value.
 AW2142
 AW2142.The geoid height was determined by GEOID03.
 AW2142
 AW2142;                    North         East    Units  Estimated Accuracy
 AW2142;SPC TXSC     - 4,210,920.      924,700.      MT  (+/- 180 meters Scaled)
 AW2142
 AW2142                          SUPERSEDED SURVEY CONTROL
 AW2142
 AW2142  NGVD 29 (04/06/79)   27.438  (m)           90.02   (f) ADJUSTED    1 2
 AW2142
 AW2142.Superseded values are not recommended for survey control.
 AW2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2142.See file dsdata.txt to determine how the superseded data were derived.
 AW2142
 AW2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN441878(NAD 83)
 AW2142_MARKER: DB = BENCH MARK DISK
 AW2142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2142_SP_SET: CULVERT
 AW2142_STAMPING: F 1213 1973
 AW2142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2142
 AW2142  HISTORY     - Date     Condition        Report By
 AW2142  HISTORY     - 1973     MONUMENTED       NGS
 AW2142  HISTORY     - 1978     GOOD             NGS
 AW2142  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2142  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2142  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW2142
 AW2142                          STATION DESCRIPTION
 AW2142
 AW2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2142'6.2 MI S FROM ADDICKS.
 AW2142'6.2 MILES SOUTH ALONG STATE HIGHWAY 6 FROM INTERSTATE HIGHWAY 10
 AW2142'OVERPASS AT ADDICKS, 0.05 MILE SOUTH OF THE JUNCTION OF A FIELD
 AW2142'ENTRANCE ROAD, IN THE TOP AND 0.6 FOOT NORTH OF THE SOUTH END OF THE
 AW2142'WEST CONCRETE HEADWALL OF AN 18-INCH PIPE CULVERT, 25 FEET WEST OF THE
 AW2142'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW2142
 AW2142                          STATION RECOVERY (1978)
 AW2142
 AW2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2142'RECOVERED IN GOOD CONDITION.
 AW2142
 AW2142                          STATION RECOVERY (1986)
 AW2142
 AW2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2142'NOT RECOVERED.
 AW2142
 AW2142                          STATION RECOVERY (1994)
 AW2142
 AW2142'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2142'MARK NOT FOUND.
 AW2142
 AW2142                          STATION RECOVERY (2004)
 AW2142
 AW2142'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1094 ***********************************************************************
 AW1094  DESIGNATION -  F 1214
 AW1094  PID         -  AW1094
 AW1094  STATE/COUNTY-  TX/HARRIS
 AW1094  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1094
 AW1094                         *CURRENT SURVEY CONTROL
 AW1094  ___________________________________________________________________
 AW1094* NAD 83(1986)-  29 33 23.     (N)    095 08 09.     (W)     SCALED    
 AW1094* NAVD 88     -         9.176  (meters)      30.10   (feet)  ADJUSTED  
 AW1094  ___________________________________________________________________
 AW1094  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1094  DYNAMIC HT  -           9.163 (meters)      30.06  (feet)  COMP
 AW1094  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 AW1094  OBS GRAVITY -     979,273.5   (mgal)                       GRAV_OBS
 AW1094
 AW1094  VERT ORDER  -  FIRST     CLASS I
 AW1094
 AW1094.The horizontal coordinates were scaled from a topographic map and have
 AW1094.an estimated accuracy of +/- 6 seconds.
 AW1094
 AW1094.The orthometric height was determined by differential leveling
 AW1094.and adjusted by the National Geodetic Survey in June 1991..
 AW1094
 AW1094.The geoid height was determined by GEOID03.
 AW1094
 AW1094.The dynamic height is computed by dividing the NAVD 88
 AW1094.geopotential number by the normal gravity value computed on the
 AW1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1094.degrees latitude (g = 980.6199 gals.).
 AW1094
 AW1094.The modeled gravity was interpolated from observed gravity values.
 AW1094.The observed gravity was obtained from relative gravimeter ties
 AW1094.to the IGSN71 gravity network.
 AW1094
 AW1094;                    North         East    Units  Estimated Accuracy
 AW1094;SPC TXSC     - 4,197,150.      974,370.      MT  (+/- 180 meters Scaled)
 AW1094
 AW1094                          SUPERSEDED SURVEY CONTROL
 AW1094
 AW1094  NGVD 29 (12/23/87)    9.173  (m)           30.10   (f) ADJUSTED    1 1
 AW1094
 AW1094.Superseded values are not recommended for survey control.
 AW1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1094.See file dsdata.txt to determine how the superseded data were derived.
 AW1094
 AW1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN930715(NAD 83)
 AW1094_MARKER: DB = BENCH MARK DISK
 AW1094_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1094_SP_SET: HEADWALL
 AW1094_STAMPING: F 1214 1973
 AW1094_MARK LOGO: NGS   
 AW1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1094+STABILITY: SURFACE MOTION
 AW1094
 AW1094  HISTORY     - Date     Condition        Report By
 AW1094  HISTORY     - 1973     MONUMENTED       NGS
 AW1094  HISTORY     - 1976     GOOD             NGS
 AW1094  HISTORY     - 1978     GOOD             NGS
 AW1094  HISTORY     - 1978     GOOD             NGS
 AW1094  HISTORY     - 1983     GOOD             NGS
 AW1094  HISTORY     - 1987     GOOD             USPSQD
 AW1094  HISTORY     - 1987     GOOD             USPSQD
 AW1094  HISTORY     - 1987     GOOD             USPSQD
 AW1094  HISTORY     - 1987     GOOD             USPSQD
 AW1094  HISTORY     - 1987     GOOD             USPSQD
 AW1094  HISTORY     - 1987     GOOD             USPSQD
 AW1094  HISTORY     - 1987     GOOD             USPSQD
 AW1094  HISTORY     - 1987     GOOD             NGS
 AW1094  HISTORY     - 1988     GOOD             USPSQD
 AW1094  HISTORY     - 1988     GOOD             USPSQD
 AW1094  HISTORY     - 1988     GOOD             USPSQD
 AW1094  HISTORY     - 1988     GOOD             USPSQD
 AW1094  HISTORY     - 1989     GOOD             USPSQD
 AW1094  HISTORY     - 1989     GOOD             USPSQD
 AW1094  HISTORY     - 1989     GOOD             USPSQD
 AW1094  HISTORY     - 19890120 GOOD             USPSQD
 AW1094  HISTORY     - 1990     GOOD             USPSQD
 AW1094  HISTORY     - 19910216 GOOD             USPSQD
 AW1094  HISTORY     - 19910216 GOOD             USPSQD
 AW1094  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1094  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 AW1094
 AW1094                          STATION DESCRIPTION
 AW1094
 AW1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1094'1.7 MI NW FROM WEBSTER.
 AW1094'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF NASA 1
 AW1094'HIGHWAY AT WEBSTER, 0.1 MILE NORTHWEST OF THE MAIN ENTRANCE TO THE
 AW1094'HOUSTON-METRO AIRLINES BUILDING, SET IN THE TOP AND CENTER OF A DOUBLE
 AW1094'CHANNEL CONCRETE HEADWALL OF A CULVERT FOR THE DITCH ON THE SOUTHWEST
 AW1094'SIDE OF THE HIGHWAY, A SMALL BUILDING NO. 16102 IS ALSO AT THIS
 AW1094'CULVERT, 61 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35.5
 AW1094'FEET SOUTHEAST OF THE EAST CORNER OF THE BUILDING, AND ABOUT 1 FOOT
 AW1094'LOWER THAN THE HIGHWAY.
 AW1094
 AW1094                          STATION RECOVERY (1976)
 AW1094
 AW1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1978)
 AW1094
 AW1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1978)
 AW1094
 AW1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1983)
 AW1094
 AW1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1987)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1987)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1987)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1987)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1987)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1987)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1987)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1987)
 AW1094
 AW1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1988)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1988)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1988)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1988)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1989)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1989)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1989)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1989)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1990)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1991)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1991)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1094'RECOVERED IN GOOD CONDITION.
 AW1094
 AW1094                          STATION RECOVERY (1993)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1094'MARK NOT FOUND.
 AW1094
 AW1094                          STATION RECOVERY (2005)
 AW1094
 AW1094'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1094'ROAD HAS BEEN REBUILT IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1244 ***********************************************************************
 BL1244  DESIGNATION -  F 1215
 BL1244  PID         -  BL1244
 BL1244  STATE/COUNTY-  TX/HARRIS
 BL1244  USGS QUAD   -  HUFFMAN (1980)
 BL1244
 BL1244                         *CURRENT SURVEY CONTROL
 BL1244  ___________________________________________________________________
 BL1244* NAD 83(1986)-  30 00 17.     (N)    095 05 47.     (W)     SCALED    
 BL1244* NAVD 88     -        21.128  (meters)      69.32   (feet)  ADJUSTED  
 BL1244  ___________________________________________________________________
 BL1244  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1244  DYNAMIC HT  -          21.099 (meters)      69.22  (feet)  COMP
 BL1244  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 BL1244
 BL1244  VERT ORDER  -  FIRST     CLASS II
 BL1244
 BL1244.The horizontal coordinates were scaled from a topographic map and have
 BL1244.an estimated accuracy of +/- 6 seconds.
 BL1244
 BL1244.The orthometric height was determined by differential leveling
 BL1244.and adjusted by the National Geodetic Survey in June 1991..
 BL1244
 BL1244.The geoid height was determined by GEOID03.
 BL1244
 BL1244.The dynamic height is computed by dividing the NAVD 88
 BL1244.geopotential number by the normal gravity value computed on the
 BL1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1244.degrees latitude (g = 980.6199 gals.).
 BL1244
 BL1244.The modeled gravity was interpolated from observed gravity values.
 BL1244
 BL1244;                    North         East    Units  Estimated Accuracy
 BL1244;SPC TXSC     - 4,246,940.      976,530.      MT  (+/- 180 meters Scaled)
 BL1244
 BL1244                          SUPERSEDED SURVEY CONTROL
 BL1244
 BL1244  NGVD 29 (12/23/87)   21.126  (m)           69.31   (f) ADJUSTED    1 2
 BL1244
 BL1244.Superseded values are not recommended for survey control.
 BL1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1244.See file dsdata.txt to determine how the superseded data were derived.
 BL1244
 BL1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP977211(NAD 83)
 BL1244_MARKER: DB = BENCH MARK DISK
 BL1244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1244_SP_SET: COPPER-CLAD STEEL ROD
 BL1244_STAMPING: F 1215 1973
 BL1244_MARK LOGO: NGS   
 BL1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1244+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2001
 BL1244
 BL1244  HISTORY     - Date     Condition        Report By
 BL1244  HISTORY     - 1973     MONUMENTED       NGS
 BL1244  HISTORY     - 1978     GOOD             NGS
 BL1244  HISTORY     - 1987     GOOD             NGS
 BL1244  HISTORY     - 19970927 GOOD             USPSQD
 BL1244  HISTORY     - 20010709 GOOD             JCLS
 BL1244
 BL1244                          STATION DESCRIPTION
 BL1244
 BL1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1244'1.6 MI S FROM HUFFMAN.
 BL1244'ABOUT 1.4 MILES SOUTH ALONG FARM ROAD 2100 FROM THE POST OFFICE AT
 BL1244'HUFFMAN, THENCE 0.2 MILE WEST ALONG ATASCOCITA ROAD, AT THE SOUTHEAST
 BL1244'CORNER OF A HOUSTON LIGHTING AND POWER COMPANY SUB-STATION, 43 1/2
 BL1244'FEET NORTH OF THE CENTER LINE OF THE ROAD, 36 FEET EAST OF THE CENTER
 BL1244'LINE OF A GRAVELED DRIVEWAY LEADING TO TH SUB-STATION, 15 1/2 FEET
 BL1244'NORTHEAST OF A POWER POLE, 1.8 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 BL1244'FENCE POST FOR FENCE AROUND SUB-STATION, 1.4 FEET EAST OF A METAL
 BL1244'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IS A DISK ON THE TOP OF A
 BL1244'COPPER COATED STEEL ROD THAT IS FLUSH WITH THE GROUND AND ENCASED IN A
 BL1244'6 INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.
 BL1244'THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 BL1244
 BL1244                          STATION RECOVERY (1978)
 BL1244
 BL1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1244'RECOVERED IN GOOD CONDITION.
 BL1244
 BL1244                          STATION RECOVERY (1987)
 BL1244
 BL1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1244'RECOVERED IN GOOD CONDITION.
 BL1244
 BL1244                          STATION RECOVERY (1997)
 BL1244
 BL1244'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1244'RECOVERED IN GOOD CONDITION.
 BL1244
 BL1244                          STATION RECOVERY (2001)
 BL1244
 BL1244'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BL1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1575 ***********************************************************************
 BL1575  DESIGNATION -  F 1216
 BL1575  PID         -  BL1575
 BL1575  STATE/COUNTY-  TX/HARRIS
 BL1575  USGS QUAD   -  HOCKLEY (1980)
 BL1575
 BL1575                         *CURRENT SURVEY CONTROL
 BL1575  ___________________________________________________________________
 BL1575* NAD 83(1986)-  30 03 18.     (N)    095 50 30.     (W)     SCALED    
 BL1575* NAVD 88     -        74.490  (meters)     244.39   (feet)  ADJUSTED  
 BL1575  ___________________________________________________________________
 BL1575  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL1575  DYNAMIC HT  -          74.389 (meters)     244.06  (feet)  COMP
 BL1575  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 BL1575
 BL1575  VERT ORDER  -  FIRST     CLASS II
 BL1575
 BL1575.The horizontal coordinates were scaled from a topographic map and have
 BL1575.an estimated accuracy of +/- 6 seconds.
 BL1575
 BL1575.The orthometric height was determined by differential leveling
 BL1575.and adjusted by the National Geodetic Survey in June 1991..
 BL1575
 BL1575.The geoid height was determined by GEOID03.
 BL1575
 BL1575.The dynamic height is computed by dividing the NAVD 88
 BL1575.geopotential number by the normal gravity value computed on the
 BL1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1575.degrees latitude (g = 980.6199 gals.).
 BL1575
 BL1575.The modeled gravity was interpolated from observed gravity values.
 BL1575
 BL1575;                    North         East    Units  Estimated Accuracy
 BL1575;SPC TXSC     - 4,250,340.      904,510.      MT  (+/- 180 meters Scaled)
 BL1575
 BL1575                          SUPERSEDED SURVEY CONTROL
 BL1575
 BL1575  NGVD 29 (12/23/87)   74.483  (m)          244.37   (f) ADJUSTED    1 2
 BL1575
 BL1575.Superseded values are not recommended for survey control.
 BL1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1575.See file dsdata.txt to determine how the superseded data were derived.
 BL1575
 BL1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP260282(NAD 83)
 BL1575_MARKER: DB = BENCH MARK DISK
 BL1575_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL1575+WITH SETTING: INFORMATION.
 BL1575_SP_SET: SHALLOW-SET METAL ROD
 BL1575_STAMPING: F 1216 1973
 BL1575_MARK LOGO: NGS   
 BL1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1575
 BL1575  HISTORY     - Date     Condition        Report By
 BL1575  HISTORY     - 1973     MONUMENTED       NGS
 BL1575  HISTORY     - 1978     GOOD             NGS
 BL1575  HISTORY     - 1986     GOOD             NGS
 BL1575  HISTORY     - 1987     GOOD             USPSQD
 BL1575  HISTORY     - 1987     GOOD             USPSQD
 BL1575  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 BL1575  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 BL1575
 BL1575                          STATION DESCRIPTION
 BL1575
 BL1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1575'2.05 MI N FROM HOCKLEY.
 BL1575'ABOUT 2.05 MILES NORTH ALONG HEGAR RD. FROM THE JUNCTION OF US HIGHWAY
 BL1575'290 AND HEGAR RD., ABOUT 0.05 MILE NORTH OF A LARGE IRRIGATION DITCH
 BL1575'LEADING WEST, 111 FEET SOUTHEAST OF AND ACROSS FROM THE ROAD FROM A
 BL1575'POWER POLE, 27.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST
 BL1575'OF A FENCE, 0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BL1575'THE ROAD, AND IS A DISK SET ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH
 BL1575'COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE WHICH
 BL1575'PROJECTS 0.3 FOOT.
 BL1575
 BL1575                          STATION RECOVERY (1978)
 BL1575
 BL1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1575'RECOVERED.  NOTE=THIS MARK IS 1.95 MILES NORTH ALONG HEGAR ROAD FROM
 BL1575'THE JUNCTION OF U.S. HIGHWAY 290 AND HEGAR ROAD.  OMIT=OLD HEADING
 BL1575'AND TOTAL MILEAGE FROM HOCKLEY.
 BL1575
 BL1575                          STATION RECOVERY (1986)
 BL1575
 BL1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1575'RECOVERED IN GOOD CONDITION.
 BL1575
 BL1575                          STATION RECOVERY (1987)
 BL1575
 BL1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1575'RECOVERED IN GOOD CONDITION.
 BL1575
 BL1575                          STATION RECOVERY (1987)
 BL1575
 BL1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 BL1575'RECOVERED IN GOOD CONDITION.
 BL1575
 BL1575                          STATION RECOVERY (1994)
 BL1575
 BL1575'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1575'MARK NOT FOUND.
 BL1575
 BL1575                          STATION RECOVERY (2004)
 BL1575
 BL1575'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 BL1575'CONSTRUCTION WORK TO BURY FIBER OPTIC CABLE PROBALBY DESTROYED THIS
 BL1575'BENCH MARK.  WARNING POST FOR BURIED CABLE ALMOST AT THE EXACT SPOT
 BL1575'WHERE I EXPECTED TO FIND THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1466 ***********************************************************************
 AW1466  DESIGNATION -  F 1217
 AW1466  PID         -  AW1466
 AW1466  STATE/COUNTY-  TX/CHAMBERS
 AW1466  USGS QUAD   -  ANAHUAC (1993)
 AW1466
 AW1466                         *CURRENT SURVEY CONTROL
 AW1466  ___________________________________________________________________
 AW1466* NAD 83(1986)-  29 47 11.     (N)    094 39 56.     (W)     SCALED    
 AW1466* NAVD 88     -         6.38   (+/-2cm)      20.9    (feet)  VERTCON   
 AW1466  ___________________________________________________________________
 AW1466  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW1466  OBS GRAVITY -     979,289.9   (mgal)                       GRAV_OBS
 AW1466
 AW1466  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1466
 AW1466.The horizontal coordinates were scaled from a topographic map and have
 AW1466.an estimated accuracy of +/- 6 seconds.
 AW1466
 AW1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1466.The vertical order pertains to the NGVD 29 superseded value.
 AW1466
 AW1466.The geoid height was determined by GEOID03.
 AW1466.The observed gravity was obtained from relative gravimeter ties
 AW1466.to the IGSN71 gravity network.
 AW1466
 AW1466;                    North         East    Units  Estimated Accuracy
 AW1466;SPC TXSC     - 4,224,220.    1,018,970.      MT  (+/- 180 meters Scaled)
 AW1466
 AW1466                          SUPERSEDED SURVEY CONTROL
 AW1466
 AW1466  NGVD 29 (??/??/92)    6.384  (m)           20.94   (f) ADJ UNCH    1 2
 AW1466
 AW1466.Superseded values are not recommended for survey control.
 AW1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1466.See file dsdata.txt to determine how the superseded data were derived.
 AW1466
 AW1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN390962(NAD 83)
 AW1466_MARKER: DB = BENCH MARK DISK
 AW1466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1466_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1466_STAMPING: F 1217 1973
 AW1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1466
 AW1466  HISTORY     - Date     Condition        Report By
 AW1466  HISTORY     - 1973     MONUMENTED       NGS
 AW1466  HISTORY     - 1978     GOOD             NGS
 AW1466  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1466  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW1466  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1466  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW1466
 AW1466                          STATION DESCRIPTION
 AW1466
 AW1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1466'0.95 MI N FROM ANAHUAC.
 AW1466'ABOUT 0.95 MILES NORTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH
 AW1466'STATE HIGHWAY 61 AT ANAHUAC, AT THE NORTHEAST END OF THE ANAHUAC
 AW1466'CEMETERY, 50.5 FEET NORTHWEST OF CENTER LINE OF THE FARM ROAD, 102
 AW1466'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST ENTRANCE TO THE
 AW1466'CEMETERY, 1 FOOT SOUTHEAST OF A CHAIN LINK FENCE, 5 FEET SOUTHWEST OF
 AW1466'A POWER POLE NO. 2010. A NGS DISK 1 FOOT NORTHEAST OF A METAL WITNESS
 AW1466'POST AND ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS ATTACHED TO
 AW1466'A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND
 AW1466'AND ENCASED IN A 6 IN. IRON PIPE FLUSH WITH THE GROUND.
 AW1466
 AW1466                          STATION RECOVERY (1978)
 AW1466
 AW1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1466'RECOVERED IN GOOD CONDITION.
 AW1466
 AW1466                          STATION RECOVERY (1990)
 AW1466
 AW1466'RECOVERY NOTE BY US POWER SQUADRON 1990 (GB)
 AW1466'MARK NOT FOUND.
 AW1466
 AW1466                          STATION RECOVERY (1996)
 AW1466
 AW1466'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1466'MARK NOT FOUND.
 AW1466
 AW1466                          STATION RECOVERY (2001)
 AW1466
 AW1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1466'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1466
 AW1466                          STATION RECOVERY (2004)
 AW1466
 AW1466'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0904 ***********************************************************************
 AW0904  DESIGNATION -  F 1218
 AW0904  PID         -  AW0904
 AW0904  STATE/COUNTY-  TX/HARRIS
 AW0904  USGS QUAD   -  JACINTO CITY (1982)
 AW0904
 AW0904                         *CURRENT SURVEY CONTROL
 AW0904  ___________________________________________________________________
 AW0904* NAD 83(1986)-  29 45 43.     (N)    095 12 44.     (W)     SCALED    
 AW0904* NAVD 88     -         6.619  (meters)      21.72   (feet)  ADJUSTED  
 AW0904  ___________________________________________________________________
 AW0904  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0904  DYNAMIC HT  -           6.610 (meters)      21.69  (feet)  COMP
 AW0904  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 AW0904
 AW0904  VERT ORDER  -  FIRST     CLASS II
 AW0904
 AW0904.The horizontal coordinates were scaled from a topographic map and have
 AW0904.an estimated accuracy of +/- 6 seconds.
 AW0904
 AW0904.The orthometric height was determined by differential leveling
 AW0904.and adjusted by the National Geodetic Survey in June 1991..
 AW0904
 AW0904.The geoid height was determined by GEOID03.
 AW0904
 AW0904.The dynamic height is computed by dividing the NAVD 88
 AW0904.geopotential number by the normal gravity value computed on the
 AW0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0904.degrees latitude (g = 980.6199 gals.).
 AW0904
 AW0904.The modeled gravity was interpolated from observed gravity values.
 AW0904
 AW0904;                    North         East    Units  Estimated Accuracy
 AW0904;SPC TXSC     - 4,219,670.      966,230.      MT  (+/- 180 meters Scaled)
 AW0904
 AW0904                          SUPERSEDED SURVEY CONTROL
 AW0904
 AW0904  NGVD 29 (12/23/87)    6.616  (m)           21.71   (f) ADJUSTED    1 2
 AW0904
 AW0904.Superseded values are not recommended for survey control.
 AW0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0904.See file dsdata.txt to determine how the superseded data were derived.
 AW0904
 AW0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN861944(NAD 83)
 AW0904_MARKER: DB = BENCH MARK DISK
 AW0904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0904_SP_SET: CATCH BASIN
 AW0904_STAMPING: F 1218 1973
 AW0904_MARK LOGO: NGS   
 AW0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0904
 AW0904  HISTORY     - Date     Condition        Report By
 AW0904  HISTORY     - 1973     MONUMENTED       NGS
 AW0904  HISTORY     - 1978     GOOD             NGS
 AW0904  HISTORY     - 1986     GOOD             NGS
 AW0904  HISTORY     - 1987     GOOD             USPSQD
 AW0904  HISTORY     - 1989     GOOD             USPSQD
 AW0904  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW0904
 AW0904                          STATION DESCRIPTION
 AW0904
 AW0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0904'0.4 MI S FROM GREENS BAYOU.
 AW0904'ABOUT 0.4 MILE SOUTH ALONG FEDERAL RD. FROM THE INTERSECTION WITH
 AW0904'MARKET ST. AT GREENS BAYOU, 88 FEET SOUTH OF THE CENTER LINE OF
 AW0904'INDUSTRIAL RD., LEADING EAST, 36 1/2 FEET EAST OF THE CENTER LINE OF
 AW0904'THE EAST LANE OF FEDERAL RD., 29 FEET WEST-NORTHWEST OF A LARGE METAL
 AW0904'SIGN ARMCO STEEL CORP., AT A LARGE 8 X 12 FT. CONCRETE TOP OF A CATCH
 AW0904'BASIN, SET IN THE TOP OF AND THE EAST SIDE OF THE CONCRETE CATCH
 AW0904'BASIN, AND ABOUT 0.2 MILE SOUTH OF THE POST OFFICE, AND ABOUT LEVEL
 AW0904'WITH THE ROAD.
 AW0904
 AW0904                          STATION RECOVERY (1978)
 AW0904
 AW0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0904'RECOVERED.  NOTE=THE MILEAGE IS WRONG ON THIS MARK, IT SHOULD READ
 AW0904'0.6 MILE SOUTH ALONG FEDERAL ROAD.
 AW0904
 AW0904                          STATION RECOVERY (1986)
 AW0904
 AW0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0904'RECOVERED IN GOOD CONDITION.
 AW0904
 AW0904                          STATION RECOVERY (1987)
 AW0904
 AW0904'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0904'RECOVERED IN GOOD CONDITION.
 AW0904
 AW0904                          STATION RECOVERY (1989)
 AW0904
 AW0904'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0904'RECOVERED IN GOOD CONDITION.
 AW0904
 AW0904                          STATION RECOVERY (1994)
 AW0904
 AW0904'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4188 ***********************************************************************
 AW4188  DESIGNATION -  F 1219
 AW4188  PID         -  AW4188
 AW4188  STATE/COUNTY-  TX/FORT BEND
 AW4188  USGS QUAD   -  NEEDVILLE (1980)
 AW4188
 AW4188                         *CURRENT SURVEY CONTROL
 AW4188  ___________________________________________________________________
 AW4188* NAD 83(1986)-  29 26 05.     (N)    095 49 50.     (W)     SCALED    
 AW4188* NAVD 88     -        26.523  (meters)      87.02   (feet)  ADJUSTED  
 AW4188  ___________________________________________________________________
 AW4188  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW4188  DYNAMIC HT  -          26.487 (meters)      86.90  (feet)  COMP
 AW4188  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 AW4188
 AW4188  VERT ORDER  -  FIRST     CLASS II
 AW4188
 AW4188.The horizontal coordinates were scaled from a topographic map and have
 AW4188.an estimated accuracy of +/- 6 seconds.
 AW4188
 AW4188.The orthometric height was determined by differential leveling
 AW4188.and adjusted by the National Geodetic Survey in June 1991..
 AW4188
 AW4188.The geoid height was determined by GEOID03.
 AW4188
 AW4188.The dynamic height is computed by dividing the NAVD 88
 AW4188.geopotential number by the normal gravity value computed on the
 AW4188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4188.degrees latitude (g = 980.6199 gals.).
 AW4188
 AW4188.The modeled gravity was interpolated from observed gravity values.
 AW4188
 AW4188;                    North         East    Units  Estimated Accuracy
 AW4188;SPC TXSC     - 4,181,640.      907,450.      MT  (+/- 180 meters Scaled)
 AW4188
 AW4188                          SUPERSEDED SURVEY CONTROL
 AW4188
 AW4188  NGVD 29 (12/23/87)   26.520  (m)           87.01   (f) ADJUSTED    1 2
 AW4188
 AW4188.Superseded values are not recommended for survey control.
 AW4188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4188.See file dsdata.txt to determine how the superseded data were derived.
 AW4188
 AW4188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN254594(NAD 83)
 AW4188_MARKER: DB = BENCH MARK DISK
 AW4188_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4188_SP_SET: CULVERT HEADWALL
 AW4188_STAMPING: F 1219 1973
 AW4188_MARK LOGO: NGS   
 AW4188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4188+STABILITY: SURFACE MOTION
 AW4188
 AW4188  HISTORY     - Date     Condition        Report By
 AW4188  HISTORY     - 1973     MONUMENTED       NGS
 AW4188  HISTORY     - 1986     GOOD             NGS
 AW4188  HISTORY     - 1987     GOOD             USPSQD
 AW4188  HISTORY     - 1988     GOOD             USPSQD
 AW4188  HISTORY     - 1989     GOOD             USPSQD
 AW4188  HISTORY     - 19950108 GOOD             USPSQD
 AW4188
 AW4188                          STATION DESCRIPTION
 AW4188
 AW4188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4188'2.8 MI N FROM NEEDVILLE.
 AW4188'2.8 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF FARM ROAD
 AW4188'360 AT NEEDVILLE, 0.1 MILE NORTH OF THE INTERSECTION OF A
 AW4188'NORTHWEST-SOUTHEAST ROAD, AT THE CROSSING OF A DITCH, IN THE TOP AND
 AW4188'2.0 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 AW4188'CULVERT, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 97 FEET NORTH
 AW4188'OF THE CENTER LINE OF A DRIVEWAY EAST TO RESIDENCE NO. 10911, AND
 AW4188'ABOUT LEVEL WITH THE HIGHWAY.
 AW4188
 AW4188                          STATION RECOVERY (1986)
 AW4188
 AW4188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4188'RECOVERED IN GOOD CONDITION.
 AW4188
 AW4188                          STATION RECOVERY (1987)
 AW4188
 AW4188'RECOVERY NOTE BY US POWER SQUADRON 1987 (GFW)
 AW4188'RECOVERED IN GOOD CONDITION.
 AW4188
 AW4188                          STATION RECOVERY (1988)
 AW4188
 AW4188'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4188'RECOVERED IN GOOD CONDITION.
 AW4188
 AW4188                          STATION RECOVERY (1989)
 AW4188
 AW4188'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4188'RECOVERED IN GOOD CONDITION.
 AW4188
 AW4188                          STATION RECOVERY (1995)
 AW4188
 AW4188'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4133 ***********************************************************************
 AW4133  DESIGNATION -  F 1220
 AW4133  PID         -  AW4133
 AW4133  STATE/COUNTY-  TX/BRAZORIA
 AW4133  USGS QUAD   -  SWEENY (1972)
 AW4133
 AW4133                         *CURRENT SURVEY CONTROL
 AW4133  ___________________________________________________________________
 AW4133* NAD 83(1986)-  29 06 50.     (N)    095 38 26.     (W)     SCALED    
 AW4133* NAVD 88     -         8.34   (+/-2cm)      27.4    (feet)  VERTCON   
 AW4133  ___________________________________________________________________
 AW4133  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW4133
 AW4133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4133
 AW4133.The horizontal coordinates were scaled from a topographic map and have
 AW4133.an estimated accuracy of +/- 6 seconds.
 AW4133
 AW4133.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4133.The vertical order pertains to the NGVD 29 superseded value.
 AW4133
 AW4133.The geoid height was determined by GEOID03.
 AW4133
 AW4133;                    North         East    Units  Estimated Accuracy
 AW4133;SPC TXSC     - 4,146,620.      926,890.      MT  (+/- 180 meters Scaled)
 AW4133
 AW4133                          SUPERSEDED SURVEY CONTROL
 AW4133
 AW4133  NGVD 29 (??/??/92)    8.351  (m)           27.40   (f) ADJ UNCH    2 0
 AW4133
 AW4133.Superseded values are not recommended for survey control.
 AW4133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4133.See file dsdata.txt to determine how the superseded data were derived.
 AW4133
 AW4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN430234(NAD 83)
 AW4133_MARKER: DB = BENCH MARK DISK
 AW4133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4133_SP_SET: FOUNDATION
 AW4133_STAMPING: F 1220 1973
 AW4133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4133
 AW4133  HISTORY     - Date     Condition        Report By
 AW4133  HISTORY     - 1973     MONUMENTED       NGS
 AW4133  HISTORY     - 1987     GOOD             USPSQD
 AW4133  HISTORY     - 1987     GOOD             USPSQD
 AW4133  HISTORY     - 1988     GOOD             USPSQD
 AW4133  HISTORY     - 1989     GOOD             USPSQD
 AW4133  HISTORY     - 19940416 GOOD             USPSQD
 AW4133
 AW4133                          STATION DESCRIPTION
 AW4133
 AW4133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4133'1.9 MI S FROM WEST COLUMBIA.
 AW4133'1.9 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4133'HIGHWAY 35 AT WEST COLUMBIA, AT THE JUNCTION OF FARM ROAD 522, 103
 AW4133'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP AND 0.5
 AW4133'FOOT WEST OF THE EAST CORNER OF A 3- BY 3- FOOT CONCRETE FOUNDATION OF
 AW4133'A SHELL SERVICE STATION SIGN, 45.5 FEET NORTH OF THE CENTER LINE OF
 AW4133'THE ROAD, 76 FEET EAST OF THE EAST CORNER OF THE STATION BUILDING AND
 AW4133'STORE, 11.5 FEET WEST OF POWER POLE 5-90, PROJECTING 0.5 FOOT ABOVE
 AW4133'THE GROUND, ABOUT 3 FEET LOWER THAN THE HIGHWAY AND ABOUT 1 FOOT LOWER
 AW4133'THAN THE ROAD.
 AW4133
 AW4133                          STATION RECOVERY (1987)
 AW4133
 AW4133'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4133'RECOVERED IN GOOD CONDITION.
 AW4133
 AW4133                          STATION RECOVERY (1987)
 AW4133
 AW4133'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4133'RECOVERED IN GOOD CONDITION.
 AW4133
 AW4133                          STATION RECOVERY (1988)
 AW4133
 AW4133'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4133'RECOVERED IN GOOD CONDITION.
 AW4133
 AW4133                          STATION RECOVERY (1989)
 AW4133
 AW4133'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4133'RECOVERED IN GOOD CONDITION.
 AW4133
 AW4133                          STATION RECOVERY (1994)
 AW4133
 AW4133'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1761 ***********************************************************************
 AW1761  DESIGNATION -  F 1221
 AW1761  PID         -  AW1761
 AW1761  STATE/COUNTY-  TX/HARRIS
 AW1761  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW1761
 AW1761                         *CURRENT SURVEY CONTROL
 AW1761  ___________________________________________________________________
 AW1761* NAD 83(1986)-  29 51 58.     (N)    095 28 53.     (W)     SCALED    
 AW1761* NAVD 88     -        24.336  (meters)      79.84   (feet)  ADJUSTED  
 AW1761  ___________________________________________________________________
 AW1761  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW1761  DYNAMIC HT  -          24.303 (meters)      79.73  (feet)  COMP
 AW1761  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 AW1761
 AW1761  VERT ORDER  -  FIRST     CLASS II
 AW1761
 AW1761.The horizontal coordinates were scaled from a topographic map and have
 AW1761.an estimated accuracy of +/- 6 seconds.
 AW1761
 AW1761.The orthometric height was determined by differential leveling
 AW1761.and adjusted by the National Geodetic Survey in June 1991..
 AW1761
 AW1761.The geoid height was determined by GEOID03.
 AW1761
 AW1761.The dynamic height is computed by dividing the NAVD 88
 AW1761.geopotential number by the normal gravity value computed on the
 AW1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1761.degrees latitude (g = 980.6199 gals.).
 AW1761
 AW1761.The modeled gravity was interpolated from observed gravity values.
 AW1761
 AW1761;                    North         East    Units  Estimated Accuracy
 AW1761;SPC TXSC     - 4,230,400.      939,870.      MT  (+/- 180 meters Scaled)
 AW1761
 AW1761                          SUPERSEDED SURVEY CONTROL
 AW1761
 AW1761  NGVD 29 (12/23/87)   24.331  (m)           79.83   (f) ADJUSTED    1 2
 AW1761
 AW1761.Superseded values are not recommended for survey control.
 AW1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1761.See file dsdata.txt to determine how the superseded data were derived.
 AW1761
 AW1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP603065(NAD 83)
 AW1761_MARKER: DB = BENCH MARK DISK
 AW1761_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1761_SP_SET: COPPER-CLAD STEEL ROD
 AW1761_STAMPING: F 1221 1973
 AW1761_MARK LOGO: NGS   
 AW1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1761+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW1761
 AW1761  HISTORY     - Date     Condition        Report By
 AW1761  HISTORY     - 1973     MONUMENTED       NGS
 AW1761  HISTORY     - 1978     GOOD             LOCENG
 AW1761  HISTORY     - 1978     GOOD             NGS
 AW1761  HISTORY     - 1986     GOOD             NGS
 AW1761  HISTORY     - 19870601 GOOD             USPSQD
 AW1761  HISTORY     - 1989     GOOD             USPSQD
 AW1761  HISTORY     - 1990     GOOD             USPSQD
 AW1761  HISTORY     - 20040211 MARK NOT FOUND   USPSQD
 AW1761  HISTORY     - 20040212 GOOD             USPSQD
 AW1761  HISTORY     - 20051014 GOOD             USPSQD
 AW1761
 AW1761                          STATION DESCRIPTION
 AW1761
 AW1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1761'8.8 MI NW FROM HOUSTON.
 AW1761'ABOUT 2.65 MILES NORTH SHEPHERD DR. FROM THE CROSSING OF
 AW1761'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 6.15 MILES NORTHWEST ALONG THE
 AW1761'BURLINGTON-ROCK ISLAND RAILROAD, AT THE CROSSING OF LITTLE YORK RD., 1
 AW1761'POLE SOUTHEAST OF MILE POST 67, 72 FEET NORTH OF THE CENTER LINE OF
 AW1761'THE CROSSING, 71 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 45.2
 AW1761'FEET NORTHEAST OF THE NORTHEAST RAIL, 3.4 FEET SOUTHEAST OF THE EAST
 AW1761'CORNER OF THE CONCRETE FOUNDATION TO A LARGE STEEL POWER POLE, 2 FEET
 AW1761'SOUTHWEST OF A FENCE, 0.6 FOOT NORTHEAST OF A METAL WITNESS POST, 3
 AW1761'FEET BELOW THE LEVEL OF THE RAILS, AND IS A DISK SET ON TOP OF A
 AW1761'5/8-INCH COPPER COATED STEEL ROD, PROTECTED BY A 6-INCH METAL PIPE
 AW1761'WHICH PROJECTS 0.1 FOOT.  THE ROD WAS DRIVEN ALMOST AT REFUSAL TO A
 AW1761'DEPTH OF 23 1/2 FEET.
 AW1761
 AW1761                          STATION RECOVERY (1978)
 AW1761
 AW1761'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 AW1761'RECOVERED IN GOOD CONDITION.
 AW1761
 AW1761                          STATION RECOVERY (1978)
 AW1761
 AW1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1761'RECOVERED IN GOOD CONDITION.
 AW1761
 AW1761                          STATION RECOVERY (1986)
 AW1761
 AW1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1761'RECOVERED IN GOOD CONDITION.
 AW1761
 AW1761                          STATION RECOVERY (1987)
 AW1761
 AW1761'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1761'RECOVERED IN GOOD CONDITION.
 AW1761
 AW1761                          STATION RECOVERY (1989)
 AW1761
 AW1761'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW1761'RECOVERED IN GOOD CONDITION.
 AW1761
 AW1761                          STATION RECOVERY (1990)
 AW1761
 AW1761'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW1761'RECOVERED IN GOOD CONDITION.
 AW1761
 AW1761                          STATION RECOVERY (2004)
 AW1761
 AW1761'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1761'ALL NEW CONCRETE HERE THIS IS NOW A 4 LANE ROAD INSTEAD OF THE OLD 2
 AW1761'LANE COUNTRY ROAD.
 AW1761
 AW1761                          STATION RECOVERY (2004)
 AW1761
 AW1761'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW1761'RECOVERED IN GOOD CONDITION.
 AW1761
 AW1761                          STATION RECOVERY (2005)
 AW1761
 AW1761'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1761'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1780 ***********************************************************************
 AW1780  DESIGNATION -  F 1222
 AW1780  PID         -  AW1780
 AW1780  STATE/COUNTY-  TX/HARRIS
 AW1780  USGS QUAD   -  SATSUMA (1982)
 AW1780
 AW1780                         *CURRENT SURVEY CONTROL
 AW1780  ___________________________________________________________________
 AW1780* NAD 83(1986)-  29 55 30.     (N)    095 35 51.     (W)     SCALED    
 AW1780* NAVD 88     -        38.88   (+/-2cm)     127.6    (feet)  VERTCON   
 AW1780  ___________________________________________________________________
 AW1780  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW1780  OBS GRAVITY -     979,289.7   (mgal)                       GRAV_OBS
 AW1780
 AW1780  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1780
 AW1780.The horizontal coordinates were scaled from a topographic map and have
 AW1780.an estimated accuracy of +/- 6 seconds.
 AW1780
 AW1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1780.The vertical order pertains to the NGVD 29 superseded value.
 AW1780
 AW1780.The geoid height was determined by GEOID03.
 AW1780.The observed gravity was obtained from relative gravimeter ties
 AW1780.to the IGSN71 gravity network.
 AW1780
 AW1780;                    North         East    Units  Estimated Accuracy
 AW1780;SPC TXSC     - 4,236,590.      928,470.      MT  (+/- 180 meters Scaled)
 AW1780
 AW1780                          SUPERSEDED SURVEY CONTROL
 AW1780
 AW1780  NGVD 29 (??/??/92)   38.879  (m)          127.56   (f) ADJ UNCH    1 2
 AW1780
 AW1780.Superseded values are not recommended for survey control.
 AW1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1780.See file dsdata.txt to determine how the superseded data were derived.
 AW1780
 AW1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP492133(NAD 83)
 AW1780_MARKER: DB = BENCH MARK DISK
 AW1780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1780_SP_SET: ABUTMENT
 AW1780_STAMPING: F 1222 1973
 AW1780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1780
 AW1780  HISTORY     - Date     Condition        Report By
 AW1780  HISTORY     - 1973     MONUMENTED       NGS
 AW1780  HISTORY     - 1978     GOOD             DOD
 AW1780  HISTORY     - 1978     GOOD             NGS
 AW1780  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1780  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 AW1780
 AW1780                          STATION DESCRIPTION
 AW1780
 AW1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1780'7.65 MI E FROM CYPRESS.
 AW1780'ABOUT 6.15 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1780'AT CYPRESS, THENCE 1 1/2 MILES NORTHEAST ALONG FARM ROAD 1960, AT THE
 AW1780'NORTHEAST END OF A 100-FOOT CONCRETE HIGHWAY BRIDGE, 15.3 FEET
 AW1780'SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 AW1780'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT, AND ABOUT 1 FOOT
 AW1780'ABOVE THE LEVEL OF THE ROAD.
 AW1780
 AW1780                          STATION RECOVERY (1978)
 AW1780
 AW1780'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1780'RECOVERED IN GOOD CONDITION.
 AW1780
 AW1780                          STATION RECOVERY (1978)
 AW1780
 AW1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1780'RECOVERED.  OMIT=6.15 MILES SOUTHEAST ALONG U.S. HIGHWWAY 290 FROM
 AW1780'THE POST OFFICE IN CYPRESS.  ADD=6.2 MILES SOUTHEAST ALONG U.S.
 AW1780'HIGHWAY 290 FROM THE JUNCTION OF U.S. HIGHWAY 290 AND CYPRESS-SPRING
 AW1780'ROAD IN CYPRESS.
 AW1780
 AW1780                          STATION RECOVERY (1986)
 AW1780
 AW1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1780'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
 AW1780
 AW1780                          STATION RECOVERY (1994)
 AW1780
 AW1780'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1024 ***********************************************************************
 AX1024  DESIGNATION -  F 1223
 AX1024  PID         -  AX1024
 AX1024  STATE/COUNTY-  TX/FAYETTE
 AX1024  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1024
 AX1024                         *CURRENT SURVEY CONTROL
 AX1024  ___________________________________________________________________
 AX1024* NAD 83(1986)-  29 54 29.     (N)    096 41 22.     (W)     SCALED    
 AX1024* NAVD 88     -       133.757  (meters)     438.83   (feet)  ADJUSTED  
 AX1024  ___________________________________________________________________
 AX1024  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1024  DYNAMIC HT  -         133.572 (meters)     438.23  (feet)  COMP
 AX1024  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 AX1024
 AX1024  VERT ORDER  -  FIRST     CLASS I
 AX1024
 AX1024.The horizontal coordinates were scaled from a topographic map and have
 AX1024.an estimated accuracy of +/- 6 seconds.
 AX1024
 AX1024.The orthometric height was determined by differential leveling
 AX1024.and adjusted by the National Geodetic Survey in June 1991..
 AX1024
 AX1024.The geoid height was determined by GEOID03.
 AX1024
 AX1024.The dynamic height is computed by dividing the NAVD 88
 AX1024.geopotential number by the normal gravity value computed on the
 AX1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1024.degrees latitude (g = 980.6199 gals.).
 AX1024
 AX1024.The modeled gravity was interpolated from observed gravity values.
 AX1024
 AX1024;                    North         East    Units  Estimated Accuracy
 AX1024;SPC TXSC     - 4,232,140.      823,110.      MT  (+/- 180 meters Scaled)
 AX1024
 AX1024                          SUPERSEDED SURVEY CONTROL
 AX1024
 AX1024  NGVD 29 (12/23/87)  133.715  (m)          438.70   (f) ADJUSTED    1 1
 AX1024
 AX1024.Superseded values are not recommended for survey control.
 AX1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1024.See file dsdata.txt to determine how the superseded data were derived.
 AX1024
 AX1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU230108(NAD 83)
 AX1024_MARKER: DB = BENCH MARK DISK
 AX1024_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX1024_SP_SET: COPPER-CLAD STEEL ROD
 AX1024_STAMPING: F 1223 1973
 AX1024_MARK LOGO: NGS   
 AX1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1024
 AX1024  HISTORY     - Date     Condition        Report By
 AX1024  HISTORY     - 1973     MONUMENTED       NGS
 AX1024  HISTORY     - 1976     GOOD             NGS
 AX1024  HISTORY     - 1976     GOOD             NGS
 AX1024  HISTORY     - 1978     GOOD             NGS
 AX1024  HISTORY     - 1986     GOOD             NGS
 AX1024  HISTORY     - 1987     GOOD             USPSQD
 AX1024  HISTORY     - 19970607 GOOD             USPSQD
 AX1024
 AX1024                          STATION DESCRIPTION
 AX1024
 AX1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1024'0.65 MI NW FROM FAYETTEVILLE.
 AX1024'0.65 MILE NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1024'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, 15 POLES NORTHWEST OF MILE
 AX1024'POLE 1001, AT THE CROSSING OF A PRIVATE DIRT ROAD, 38.8 FEET NORTHEAST
 AX1024'OF THE NORTHEAST RAIL, 42 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 AX1024'HIGHWAY 159, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 2
 AX1024'FEET SOUTHEAST OF THE 15TH POLE NORTHWEST OF THE MILE POLE, 1.4 FEET
 AX1024'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK ON THE
 AX1024'TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A
 AX1024'DEPTH OF 12 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 AX1024'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX1024
 AX1024                          STATION RECOVERY (1976)
 AX1024
 AX1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1024'RECOVERED IN GOOD CONDITION.
 AX1024
 AX1024                          STATION RECOVERY (1976)
 AX1024
 AX1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1024'RECOVERED IN GOOD CONDITION.
 AX1024
 AX1024                          STATION RECOVERY (1978)
 AX1024
 AX1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1024'RECOVERED IN GOOD CONDITION.
 AX1024
 AX1024                          STATION RECOVERY (1986)
 AX1024
 AX1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1024'RECOVERED IN GOOD CONDITION.
 AX1024
 AX1024                          STATION RECOVERY (1987)
 AX1024
 AX1024'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX1024'RECOVERED IN GOOD CONDITION.
 AX1024
 AX1024                          STATION RECOVERY (1997)
 AX1024
 AX1024'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1468 ***********************************************************************
 AX1468  DESIGNATION -  F 1224
 AX1468  PID         -  AX1468
 AX1468  STATE/COUNTY-  TX/FAYETTE
 AX1468  USGS QUAD   -  WEST POINT (1981)
 AX1468
 AX1468                         *CURRENT SURVEY CONTROL
 AX1468  ___________________________________________________________________
 AX1468* NAD 83(1986)-  29 57 35.     (N)    097 05 08.     (W)     SCALED    
 AX1468* NAVD 88     -        95.457  (meters)     313.18   (feet)  ADJUSTED  
 AX1468  ___________________________________________________________________
 AX1468  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AX1468  DYNAMIC HT  -          95.328 (meters)     312.76  (feet)  COMP
 AX1468  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 AX1468
 AX1468  VERT ORDER  -  FIRST     CLASS I
 AX1468
 AX1468.The horizontal coordinates were scaled from a topographic map and have
 AX1468.an estimated accuracy of +/- 6 seconds.
 AX1468
 AX1468.The orthometric height was determined by differential leveling
 AX1468.and adjusted by the National Geodetic Survey in June 1991..
 AX1468
 AX1468.The geoid height was determined by GEOID03.
 AX1468
 AX1468.The dynamic height is computed by dividing the NAVD 88
 AX1468.geopotential number by the normal gravity value computed on the
 AX1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1468.degrees latitude (g = 980.6199 gals.).
 AX1468
 AX1468.The modeled gravity was interpolated from observed gravity values.
 AX1468
 AX1468;                    North         East    Units  Estimated Accuracy
 AX1468;SPC TXSC     - 4,237,180.      784,770.      MT  (+/- 180 meters Scaled)
 AX1468
 AX1468                          SUPERSEDED SURVEY CONTROL
 AX1468
 AX1468  NGVD 29 (??/??/92)   95.409  (m)          313.02   (f) ADJ UNCH    1 1
 AX1468
 AX1468.Superseded values are not recommended for survey control.
 AX1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1468.See file dsdata.txt to determine how the superseded data were derived.
 AX1468
 AX1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU847158(NAD 83)
 AX1468_MARKER: DB = BENCH MARK DISK
 AX1468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX1468_SP_SET: 23 FEET
 AX1468_STAMPING: F 1224 1973
 AX1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1468
 AX1468  HISTORY     - Date     Condition        Report By
 AX1468  HISTORY     - 1973     MONUMENTED       NGS
 AX1468  HISTORY     - 1978     GOOD             NGS
 AX1468  HISTORY     - 19910608 GOOD             USPSQD
 AX1468
 AX1468                          STATION DESCRIPTION
 AX1468
 AX1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1468'7.45 MI W FROM PLUM.
 AX1468'7.45 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1468'CROSSING OF AN ASPHALT ROAD AT PLUM, 2 FEET WEST OF MILE POLE 975, AT
 AX1468'THE CROSSING OF A PRIVATE ROAD, 41.0 FEET NORTH OF THE NORTH RAIL, 30
 AX1468'1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 23 FEET EAST OF THE EAST
 AX1468'END OF A METAL GATE, 7.6 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A
 AX1468'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE TRACK, A DISK ON THE TOP OF
 AX1468'A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF
 AX1468'23 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST
 AX1468'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX1468
 AX1468                          STATION RECOVERY (1978)
 AX1468
 AX1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1468'RECOVERED IN GOOD CONDITION.
 AX1468
 AX1468                          STATION RECOVERY (1991)
 AX1468
 AX1468'RECOVERY NOTE BY US POWER SQUADRON 1991 (ATC)
 AX1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0664 ***********************************************************************
 BM0664  DESIGNATION -  F 1225
 BM0664  PID         -  BM0664
 BM0664  STATE/COUNTY-  TX/BASTROP
 BM0664  USGS QUAD   -  WEBBERVILLE (1987)
 BM0664
 BM0664                         *CURRENT SURVEY CONTROL
 BM0664  ___________________________________________________________________
 BM0664* NAD 83(1986)-  30 10 18.     (N)    097 31 12.     (W)     SCALED    
 BM0664* NAVD 88     -       138.259  (meters)     453.60   (feet)  ADJUSTED  
 BM0664  ___________________________________________________________________
 BM0664  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0664  DYNAMIC HT  -         138.070 (meters)     452.98  (feet)  COMP
 BM0664  MODELED GRAV-     979,276.1   (mgal)                       NAVD 88
 BM0664
 BM0664  VERT ORDER  -  FIRST     CLASS I
 BM0664
 BM0664.The horizontal coordinates were scaled from a topographic map and have
 BM0664.an estimated accuracy of +/- 6 seconds.
 BM0664
 BM0664.The orthometric height was determined by differential leveling
 BM0664.and adjusted by the National Geodetic Survey in June 1991..
 BM0664
 BM0664.The geoid height was determined by GEOID03.
 BM0664
 BM0664.The dynamic height is computed by dividing the NAVD 88
 BM0664.geopotential number by the normal gravity value computed on the
 BM0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0664.degrees latitude (g = 980.6199 gals.).
 BM0664
 BM0664.The modeled gravity was interpolated from observed gravity values.
 BM0664
 BM0664;                    North         East    Units  Estimated Accuracy
 BM0664;SPC TX C     - 3,059,410.      970,950.      MT  (+/- 180 meters Scaled)
 BM0664
 BM0664                          SUPERSEDED SURVEY CONTROL
 BM0664
 BM0664  NGVD 29 (??/??/92)  138.182  (m)          453.35   (f) ADJ UNCH    1 1
 BM0664
 BM0664.Superseded values are not recommended for survey control.
 BM0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0664.See file dsdata.txt to determine how the superseded data were derived.
 BM0664
 BM0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU425387(NAD 83)
 BM0664_MARKER: DB = BENCH MARK DISK
 BM0664_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BM0664_SP_SET: 13.0 FT
 BM0664_STAMPING: F 1225 1973
 BM0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0664
 BM0664  HISTORY     - Date     Condition        Report By
 BM0664  HISTORY     - 1973     MONUMENTED       NGS
 BM0664  HISTORY     - 1978     GOOD             NGS
 BM0664  HISTORY     - 1987     GOOD             USPSQD
 BM0664  HISTORY     - 1989     GOOD             USPSQD
 BM0664  HISTORY     - 1990     GOOD             USPSQD
 BM0664  HISTORY     - 1991     GOOD             USPSQD
 BM0664  HISTORY     - 19951226 GOOD             USPSQD
 BM0664
 BM0664                          STATION DESCRIPTION
 BM0664
 BM0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0664'2.65 MI SE FROM GARFIELD.
 BM0664'ABOUT 2.65 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0664'STATION AND STORE AT GARFIELD, THENCE 0.6 MILES SOUTHEAST OF THE
 BM0664'TRAVIS-BASTROP COUNTY LINE, 0.3 MILES SOUTHEAST OF A ROW OF POWER LINE
 BM0664'TOWERS NEAR THE SOUTHEAST END OF A BANK CUT, 65.0 FEET NORTHWEST OF
 BM0664'THE CENTER LINE OF A TRACK ROAD LEADING NORTHEAST, 94.0 FEET NORTHEAST
 BM0664'OF THE CENTER LINE OF THE NORTHEAST LANE OF THE HIGHWAY, 50.5 FEET
 BM0664'NORTHWEST OF A TELEPHONE POLE, 48.5 FEET NORTHWEST OF A PIPE CORNER
 BM0664'POST, 1.0 FEET SOUTHWEST OF A FENCE, 1.0 MILES SOUTHEAST OF THE BENCH
 BM0664'MARK E 1225, 0.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3.0
 BM0664'FEET BELOW LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A COPPER
 BM0664'COATED STEEL ROD FLUSH WITH THE GROUND PROTECTED BY A 6-INCH IRON PIPE
 BM0664'PROJECTING 1-INCH.  THE ROD WAS DRIVEN TO A REFUSAL OF 13.0 FEET.
 BM0664
 BM0664                          STATION RECOVERY (1978)
 BM0664
 BM0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0664'RECOVERED IN GOOD CONDITION.
 BM0664
 BM0664                          STATION RECOVERY (1987)
 BM0664
 BM0664'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 BM0664'RECOVERED IN GOOD CONDITION.
 BM0664
 BM0664                          STATION RECOVERY (1989)
 BM0664
 BM0664'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0664'RECOVERED IN GOOD CONDITION.
 BM0664
 BM0664                          STATION RECOVERY (1990)
 BM0664
 BM0664'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0664'RECOVERED IN GOOD CONDITION.
 BM0664
 BM0664                          STATION RECOVERY (1991)
 BM0664
 BM0664'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0664'RECOVERED IN GOOD CONDITION.
 BM0664
 BM0664                          STATION RECOVERY (1995)
 BM0664
 BM0664'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2425 ***********************************************************************
 AX2425  DESIGNATION -  F 1226
 AX2425  PID         -  AX2425
 AX2425  STATE/COUNTY-  TX/AUSTIN
 AX2425  USGS QUAD   -  BERNARDO (1981)
 AX2425
 AX2425                         *CURRENT SURVEY CONTROL
 AX2425  ___________________________________________________________________
 AX2425* NAD 83(1986)-  29 52 00.     (N)    096 23 14.     (W)     SCALED    
 AX2425* NAVD 88     -       105.267  (meters)     345.36   (feet)  ADJUSTED  
 AX2425  ___________________________________________________________________
 AX2425  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX2425  DYNAMIC HT  -         105.123 (meters)     344.89  (feet)  COMP
 AX2425  MODELED GRAV-     979,269.2   (mgal)                       NAVD 88
 AX2425
 AX2425  VERT ORDER  -  FIRST     CLASS I
 AX2425
 AX2425.The horizontal coordinates were scaled from a topographic map and have
 AX2425.an estimated accuracy of +/- 6 seconds.
 AX2425
 AX2425.The orthometric height was determined by differential leveling
 AX2425.and adjusted by the National Geodetic Survey in June 1991..
 AX2425
 AX2425.The geoid height was determined by GEOID03.
 AX2425
 AX2425.The dynamic height is computed by dividing the NAVD 88
 AX2425.geopotential number by the normal gravity value computed on the
 AX2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2425.degrees latitude (g = 980.6199 gals.).
 AX2425
 AX2425.The modeled gravity was interpolated from observed gravity values.
 AX2425
 AX2425;                    North         East    Units  Estimated Accuracy
 AX2425;SPC TXSC     - 4,228,170.      852,390.      MT  (+/- 180 meters Scaled)
 AX2425
 AX2425                          SUPERSEDED SURVEY CONTROL
 AX2425
 AX2425  NGVD 29 (12/23/87)  105.237  (m)          345.27   (f) ADJUSTED    1 1
 AX2425
 AX2425.Superseded values are not recommended for survey control.
 AX2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2425.See file dsdata.txt to determine how the superseded data were derived.
 AX2425
 AX2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU523068(NAD 83)
 AX2425_MARKER: DB = BENCH MARK DISK
 AX2425_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX2425+WITH SETTING: INTO GROUND
 AX2425_SP_SET: METAL ROD WITH BASE PLATE
 AX2425_STAMPING: F 1226 1976
 AX2425_MARK LOGO: NGS   
 AX2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2425+STABILITY: SURFACE MOTION
 AX2425
 AX2425  HISTORY     - Date     Condition        Report By
 AX2425  HISTORY     - 1976     MONUMENTED       NGS
 AX2425  HISTORY     - 1978     GOOD             NGS
 AX2425  HISTORY     - 1987     GOOD             NGS
 AX2425
 AX2425                          STATION DESCRIPTION
 AX2425
 AX2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AX2425'4.0 MI WEST FROM CAT SPRINGS.
 AX2425'4.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX2425'THE CROSSING OF FARM ROAD 949 AT CAT SPRINGS, AT MILE POST 1020,
 AX2425'36 FEET NORTH OF THE NORTH RAIL, 10 FEET SOUTH OF A WIRE FENCE,
 AX2425'3.5 FEET EAST OF MILE POST 1020.
 AX2425'DISK IS LEVEL WITH GROUND ACCESS IS MADE THROUGH A 4 INCH PLASTIC
 AX2425'SCREW PLUG.
 AX2425
 AX2425                          STATION RECOVERY (1987)
 AX2425
 AX2425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX2425'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 AX2425'ADD--9.1 METERS (30.0 FT) NORTH OF A METAL MILE MARKER 1020, AND
 AX2425'1.2 METERS (4.0 FT) EAST OF AN OLD TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1180 ***********************************************************************
 AN1180  DESIGNATION -  F 123
 AN1180  PID         -  AN1180
 AN1180  STATE/COUNTY-  TX/VICTORIA
 AN1180  USGS QUAD   -  NURSERY (1987)
 AN1180
 AN1180                         *CURRENT SURVEY CONTROL
 AN1180  ___________________________________________________________________
 AN1180* NAD 83(1986)-  28 55 38.     (N)    097 06 13.     (W)     SCALED    
 AN1180* NAVD 88     -        39.95   (+/-2cm)     131.1    (feet)  VERTCON   
 AN1180  ___________________________________________________________________
 AN1180  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1180
 AN1180  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1180
 AN1180.The horizontal coordinates were scaled from a topographic map and have
 AN1180.an estimated accuracy of +/- 6 seconds.
 AN1180
 AN1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1180.The vertical order pertains to the NGVD 29 superseded value.
 AN1180
 AN1180.The geoid height was determined by GEOID03.
 AN1180
 AN1180;                    North         East    Units  Estimated Accuracy
 AN1180;SPC TXSC     - 4,122,730.      784,880.      MT  (+/- 180 meters Scaled)
 AN1180
 AN1180                          SUPERSEDED SURVEY CONTROL
 AN1180
 AN1180  NGVD 29 (??/??/92)   40.000  (m)          131.23   (f) ADJ UNCH    2 0
 AN1180
 AN1180.Superseded values are not recommended for survey control.
 AN1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1180.See file dsdata.txt to determine how the superseded data were derived.
 AN1180
 AN1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT848014(NAD 83)
 AN1180_MARKER: DB = BENCH MARK DISK
 AN1180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1180_SP_SET: ABUTMENT
 AN1180_STAMPING: F 123 1933
 AN1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1180
 AN1180  HISTORY     - Date     Condition        Report By
 AN1180  HISTORY     - 1933     MONUMENTED       CGS
 AN1180  HISTORY     - 1943     GOOD             NGS
 AN1180
 AN1180                          STATION DESCRIPTION
 AN1180
 AN1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1180'0.4 MI NW FROM NURSERY.
 AN1180'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AN1180'STATION AT NURSERY-- PROCEED 0.4 MILE NORTHWESTERLY ALONG THE RAILROAD
 AN1180'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT EIGHT POLES NORTHWEST OF
 AN1180'MILEPOST 38, AND ABOUT 225.0 FEET SOUTHWEST OF RAILROAD TRESTLE
 AN1180'NO.38.21.  IT IS 17.0 FEET NORTHEAST OF AND ABOUT 2.0 FEET BELOW THE
 AN1180'CENTERLINE OF U. S. HIGHWAY NO.87 AND SET HORIZONTALLY IN THE
 AN1180'NORTHEAST END OF THE NORTHWEST ABUTMENT OF A CONCRETE HIGHWAY BRIDGE.
 AN1180'NOTE-- A DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5779 ***********************************************************************
 AI5779  DESIGNATION -  F 123 RESET
 AI5779  PID         -  AI5779
 AI5779  STATE/COUNTY-  TX/VICTORIA
 AI5779  USGS QUAD   -  NURSERY (1987)
 AI5779
 AI5779                         *CURRENT SURVEY CONTROL
 AI5779  ___________________________________________________________________
 AI5779* NAD 83(1986)-  28 55 38.     (N)    097 06 13.     (W)     SCALED    
 AI5779* NAVD 88     -        40.35   (+/-2cm)     132.4    (feet)  VERTCON   
 AI5779  ___________________________________________________________________
 AI5779  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AI5779
 AI5779  VERT ORDER  -  THIRD (See Below)
 AI5779
 AI5779.The horizontal coordinates were scaled from a topographic map and have
 AI5779.an estimated accuracy of +/- 6 seconds.
 AI5779
 AI5779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI5779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI5779.The vertical order pertains to the NGVD 29 superseded value.
 AI5779
 AI5779.The geoid height was determined by GEOID03.
 AI5779
 AI5779;                    North         East    Units  Estimated Accuracy
 AI5779;SPC TXSC     - 4,122,730.      784,880.      MT  (+/- 180 meters Scaled)
 AI5779
 AI5779                          SUPERSEDED SURVEY CONTROL
 AI5779
 AI5779  NGVD 29 (01/29/03)   40.40   (m)          132.5    (f) RESET       3  
 AI5779
 AI5779.Superseded values are not recommended for survey control.
 AI5779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5779.See file dsdata.txt to determine how the superseded data were derived.
 AI5779
 AI5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT848014(NAD 83)
 AI5779_MARKER: DV = VERTICAL CONTROL DISK
 AI5779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI5779_SP_SET: BRIDGE RAIL
 AI5779_STAMPING: F 123 RESET 2000
 AI5779_MARK LOGO: NGS   
 AI5779_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5779
 AI5779  HISTORY     - Date     Condition        Report By
 AI5779  HISTORY     - 1999     MONUMENTED       LOCENG
 AI5779
 AI5779                          STATION DESCRIPTION
 AI5779
 AI5779'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (DJ)
 AI5779'0.4 MILES (0.6 KM) NORTHWEST ALONG THE RAILROAD FROM NURSERY, ON US
 AI5779'HIGHWAY 87, ON THE NORTHBOUND BRIDGE, AT THE NORTHWEST END OF
 AI5779'SOUTHWEST RAILING, IN THE TOP OF THE T5 CONCRETE BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1181 ***********************************************************************
 AN1181  DESIGNATION -  F 123 RESET 1955
 AN1181  PID         -  AN1181
 AN1181  STATE/COUNTY-  TX/VICTORIA
 AN1181  USGS QUAD   -  NURSERY (1987)
 AN1181
 AN1181                         *CURRENT SURVEY CONTROL
 AN1181  ___________________________________________________________________
 AN1181* NAD 83(1986)-  28 55 38.     (N)    097 06 13.     (W)     SCALED    
 AN1181* NAVD 88     -        39.48   (+/-2cm)     129.5    (feet)  VERTCON   
 AN1181  ___________________________________________________________________
 AN1181  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1181
 AN1181  VERT ORDER  -  THIRD (See Below)
 AN1181
 AN1181.The horizontal coordinates were scaled from a topographic map and have
 AN1181.an estimated accuracy of +/- 6 seconds.
 AN1181
 AN1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1181.The vertical order pertains to the NGVD 29 superseded value.
 AN1181
 AN1181.The geoid height was determined by GEOID03.
 AN1181
 AN1181;                    North         East    Units  Estimated Accuracy
 AN1181;SPC TXSC     - 4,122,730.      784,880.      MT  (+/- 180 meters Scaled)
 AN1181
 AN1181                          SUPERSEDED SURVEY CONTROL
 AN1181
 AN1181  NGVD 29 (01/29/03)   39.53   (m)          129.7    (f) RESET       3  
 AN1181
 AN1181.Superseded values are not recommended for survey control.
 AN1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1181.See file dsdata.txt to determine how the superseded data were derived.
 AN1181
 AN1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT848014(NAD 83)
 AN1181_MARKER: DB = BENCH MARK DISK
 AN1181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1181_SP_SET: BRIDGE
 AN1181_STAMPING: F 123 RESET 1955
 AN1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1181
 AN1181  HISTORY     - Date     Condition        Report By
 AN1181  HISTORY     - 1955     MONUMENTED       TXHD
 AN1181  HISTORY     - 1955     GOOD             NGS
 AN1181
 AN1181                          STATION DESCRIPTION
 AN1181
 AN1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 AN1181'0.4 MI NW FROM NURSERY.
 AN1181'0.4 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1181'STATION AT NURSERY, VICTORIA COUNTY, 8 POLES NORTHWEST OF MILEPOST 38,
 AN1181'225 FEET SOUTHWEST OF RAILROAD TRESTLE 38.21, ON U.S. HIGHWAY 87, AT
 AN1181'THE NORTHEAST END OF A CONCRETE HIGHWAY BRIDGE, IN THE TOP OF THE
 AN1181'CURB, 21 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 AN1181'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 123 RESET 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0714 ***********************************************************************
 CD0714  DESIGNATION -  F 1235
 CD0714  PID         -  CD0714
 CD0714  STATE/COUNTY-  TX/CULBERSON
 CD0714  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0714
 CD0714                         *CURRENT SURVEY CONTROL
 CD0714  ___________________________________________________________________
 CD0714* NAD 83(1986)-  31 57 23.     (N)    104 41 15.     (W)     SCALED    
 CD0714* NAVD 88     -      1429.304  (meters)    4689.31   (feet)  ADJUSTED  
 CD0714  ___________________________________________________________________
 CD0714  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CD0714  DYNAMIC HT  -        1427.104 (meters)    4682.09  (feet)  COMP
 CD0714  MODELED GRAV-     979,049.7   (mgal)                       NAVD 88
 CD0714
 CD0714  VERT ORDER  -  FIRST     CLASS I
 CD0714
 CD0714.The horizontal coordinates were scaled from a topographic map and have
 CD0714.an estimated accuracy of +/- 6 seconds.
 CD0714
 CD0714.The orthometric height was determined by differential leveling
 CD0714.and adjusted by the National Geodetic Survey in June 1991..
 CD0714
 CD0714.The geoid height was determined by GEOID03.
 CD0714
 CD0714.The dynamic height is computed by dividing the NAVD 88
 CD0714.geopotential number by the normal gravity value computed on the
 CD0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0714.degrees latitude (g = 980.6199 gals.).
 CD0714
 CD0714.The modeled gravity was interpolated from observed gravity values.
 CD0714
 CD0714;                    North         East    Units  Estimated Accuracy
 CD0714;SPC TX C     - 3,261,900.      288,460.      MT  (+/- 180 meters Scaled)
 CD0714
 CD0714                          SUPERSEDED SURVEY CONTROL
 CD0714
 CD0714  NGVD 29 (??/??/92) 1428.711  (m)         4687.36   (f) ADJ UNCH    1 1
 CD0714
 CD0714.Superseded values are not recommended for survey control.
 CD0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0714.See file dsdata.txt to determine how the superseded data were derived.
 CD0714
 CD0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER295356(NAD 83)
 CD0714_MARKER: DB = BENCH MARK DISK
 CD0714_SETTING: 80 = SET IN A BOULDER
 CD0714_STAMPING: F 1235 1977
 CD0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0714+STABILITY: SURFACE MOTION
 CD0714
 CD0714  HISTORY     - Date     Condition        Report By
 CD0714  HISTORY     - 1977     MONUMENTED       NGS
 CD0714
 CD0714                          STATION DESCRIPTION
 CD0714
 CD0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0714'9.2 MI NE FROM PINE SPRINGS.
 CD0714'9.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0714'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 9.35 MILES
 CD0714'SOUTHWEST OF THE TEXAS-NEW MEXICO STATE LINE, 0.5 MILE
 CD0714'SOUTHWEST OF A REST AREA, 0.05 MILE NORTHEAST OF A 12-FT.
 CD0714'CORRUGATED STEEL PIPE CULVERT UNDER THE HIGHWAY, SET IN TOP OF AN
 CD0714'EMBEDDED BOULDER AT THE TOP OF A SMALL KNOLL, 107 FT. SOUTHEAST
 CD0714'OF THE CENTER LINE OF THE HIGHWAY, 4.9 FT. SOUTHEAST OF A FENCE
 CD0714'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0458 ***********************************************************************
 AW0458  DESIGNATION -  F 1237
 AW0458  PID         -  AW0458
 AW0458  STATE/COUNTY-  TX/GALVESTON
 AW0458  USGS QUAD   -  GALVESTON (1994)
 AW0458
 AW0458                         *CURRENT SURVEY CONTROL
 AW0458  ___________________________________________________________________
 AW0458* NAD 83(1986)-  29 17 18.     (N)    094 51 01.     (W)     SCALED    
 AW0458* NAVD 88     -         2.630  (meters)       8.63   (feet)  ADJUSTED  
 AW0458  ___________________________________________________________________
 AW0458  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0458  DYNAMIC HT  -           2.626 (meters)       8.62  (feet)  COMP
 AW0458  MODELED GRAV-     979,260.9   (mgal)                       NAVD 88
 AW0458
 AW0458  VERT ORDER  -  FIRST     CLASS II
 AW0458
 AW0458.The horizontal coordinates were scaled from a topographic map and have
 AW0458.an estimated accuracy of +/- 6 seconds.
 AW0458
 AW0458.The orthometric height was determined by differential leveling
 AW0458.and adjusted by the National Geodetic Survey in March 1997..
 AW0458
 AW0458.The geoid height was determined by GEOID03.
 AW0458
 AW0458.The dynamic height is computed by dividing the NAVD 88
 AW0458.geopotential number by the normal gravity value computed on the
 AW0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0458.degrees latitude (g = 980.6199 gals.).
 AW0458
 AW0458.The modeled gravity was interpolated from observed gravity values.
 AW0458
 AW0458;                    North         East    Units  Estimated Accuracy
 AW0458;SPC TXSC     - 4,168,400.    1,003,080.      MT  (+/- 180 meters Scaled)
 AW0458
 AW0458                          SUPERSEDED SURVEY CONTROL
 AW0458
 AW0458  NAVD 88 (06/15/91)    2.655  (m)            8.71   (f) UNKNOWN     1 1
 AW0458  NGVD 29 (12/23/87)    2.652  (m)            8.70   (f) ADJUSTED    1 1
 AW0458
 AW0458.Superseded values are not recommended for survey control.
 AW0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0458.See file dsdata.txt to determine how the superseded data were derived.
 AW0458
 AW0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN202413(NAD 83)
 AW0458_MARKER: DV = VERTICAL CONTROL DISK
 AW0458_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW0458_SP_SET: PIER
 AW0458_STAMPING: F 1237 1978
 AW0458_MARK LOGO: NGS   
 AW0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0458+STABILITY: POSITION/ELEVATION WELL
 AW0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0458+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0458
 AW0458  HISTORY     - Date     Condition        Report By
 AW0458  HISTORY     - 1978     MONUMENTED       NGS
 AW0458  HISTORY     - 1983     GOOD             NGS
 AW0458  HISTORY     - 1987     GOOD             NGS
 AW0458  HISTORY     - 1988     GOOD             USPSQD
 AW0458  HISTORY     - 1989     GOOD             USPSQD
 AW0458  HISTORY     - 1989     GOOD             USPSQD
 AW0458  HISTORY     - 1989     GOOD             USPSQD
 AW0458  HISTORY     - 19940508 GOOD             USPSQD
 AW0458  HISTORY     - 19961205 GOOD             NGS
 AW0458  HISTORY     - 20031205 GOOD             USPSQD
 AW0458  HISTORY     - 20041208 GOOD             USPSQD
 AW0458  HISTORY     - 20051209 GOOD             USPSQD
 AW0458
 AW0458                          STATION DESCRIPTION
 AW0458
 AW0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0458'IN GALVESTON.
 AW0458'FROM THE JUNCTION OF BROADWAY AND TEICHMAN ROAD (FARM ROAD 188) ALONG
 AW0458'THE SOUTH BOUND LANE OF BROADWAY FOR 0.9 MILE TO A BRIDGE OVERPASS
 AW0458'OF INTERSTATE 45. SET VERTICALLY IN THE WEST FACE OF THE SOUTH EAST
 AW0458'CONCRETE PILLAR WHICH SUPPORTS THE SOUTH BOUND LANES OF INTERSTATE 45
 AW0458'89 FEET NORTH OF CENTERLINE OF THE ONE-WAY SOUTH BOUND LANES OF
 AW0458'BROADWAY, 188 FEET SOUTH OF THE ONE-WAY NORTH BOUND LANES OF BROADWAY
 AW0458'AND 26 FEET EAST OF CENTER OF NORTH BOUND LANES OF A PAVED CONNECTING
 AW0458'STREET WHICH CONECTS BROADWAY NORTH AND BROADWAY SOUTH. 141 FEET
 AW0458'NORTH OF A WROUGHT IRON GATE ENTRANCE TO A (BAMBOO WEST).
 AW0458
 AW0458                          STATION RECOVERY (1983)
 AW0458
 AW0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0458'RECOVERED IN GOOD CONDITION.
 AW0458
 AW0458                          STATION RECOVERY (1987)
 AW0458
 AW0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0458'RECOVERED IN GOOD CONDITION.
 AW0458
 AW0458                          STATION RECOVERY (1988)
 AW0458
 AW0458'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0458'RECOVERED IN GOOD CONDITION.
 AW0458
 AW0458                          STATION RECOVERY (1989)
 AW0458
 AW0458'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0458'RECOVERED IN GOOD CONDITION.
 AW0458
 AW0458                          STATION RECOVERY (1989)
 AW0458
 AW0458'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0458'RECOVERED IN GOOD CONDITION.
 AW0458
 AW0458                          STATION RECOVERY (1989)
 AW0458
 AW0458'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0458'RECOVERED IN GOOD CONDITION.
 AW0458
 AW0458                          STATION RECOVERY (1994)
 AW0458
 AW0458'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0458'RECOVERED IN GOOD CONDITION.
 AW0458
 AW0458                          STATION RECOVERY (1996)
 AW0458
 AW0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0458'1.4 KM (0.85 MI) EASTERLY ALONG BROADWAY FROM THE JUNCTION OF
 AW0458'HARBORSIDE DRIVE IN GALVESTON, SET VERTICALLY IN THE WEST FACE OF THE
 AW0458'SOUTH CONCRETE COLUMN OF THE 1ST PIER WEST OF THE EAST ABUTMENT OF THE
 AW0458'SOUTHBOUND INTERSTATE HIGHWAY 45 OVERPASS OF A PAVED ROAD, 14.4 M
 AW0458'(47.2 FT) EAST OF THE ROAD CENTER, 5.3 M (17.4 FT) SOUTH OF THE CENTER
 AW0458'OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE
 AW0458'LEVEL OF THE ROAD.
 AW0458
 AW0458                          STATION RECOVERY (2003)
 AW0458
 AW0458'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0458'RECOVERED IN GOOD CONDITION.
 AW0458
 AW0458                          STATION RECOVERY (2004)
 AW0458
 AW0458'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0458'RECOVERED IN GOOD CONDITION.
 AW0458
 AW0458                          STATION RECOVERY (2005)
 AW0458
 AW0458'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0458'RECOVERED AS DESCRIBED. ORANGE PAINT AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1663 ***********************************************************************
 AX1663  DESIGNATION -  F 124
 AX1663  PID         -  AX1663
 AX1663  STATE/COUNTY-  TX/DE WITT
 AX1663  USGS QUAD   -  BLACKWELL LAKE (1987)
 AX1663
 AX1663                         *CURRENT SURVEY CONTROL
 AX1663  ___________________________________________________________________
 AX1663* NAD 83(1986)-  29 02 16.     (N)    097 26 06.     (W)     SCALED    
 AX1663* NAVD 88     -       102.43   (+/-2cm)     336.1    (feet)  VERTCON   
 AX1663  ___________________________________________________________________
 AX1663  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1663
 AX1663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1663
 AX1663.The horizontal coordinates were scaled from a topographic map and have
 AX1663.an estimated accuracy of +/- 6 seconds.
 AX1663
 AX1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1663.The vertical order pertains to the NGVD 29 superseded value.
 AX1663
 AX1663.The geoid height was determined by GEOID03.
 AX1663
 AX1663;                    North         East    Units  Estimated Accuracy
 AX1663;SPC TXSC     - 4,134,510.      752,410.      MT  (+/- 180 meters Scaled)
 AX1663
 AX1663                          SUPERSEDED SURVEY CONTROL
 AX1663
 AX1663  NGVD 29 (??/??/92)  102.427  (m)          336.05   (f) ADJ UNCH    2 0
 AX1663
 AX1663.Superseded values are not recommended for survey control.
 AX1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1663.See file dsdata.txt to determine how the superseded data were derived.
 AX1663
 AX1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT523131(NAD 83)
 AX1663_MARKER: DB = BENCH MARK DISK
 AX1663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1663_SP_SET: CULVERT
 AX1663_STAMPING: F-124 1933
 AX1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1663
 AX1663  HISTORY     - Date     Condition        Report By
 AX1663  HISTORY     - 1933     MONUMENTED       CGS
 AX1663  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1663
 AX1663                          STATION DESCRIPTION
 AX1663
 AX1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1663'6.4 MI NE FROM YORKTOWN.
 AX1663'ALONG THE TEXAS AND NEW ORLEANS R.R. 2.6 MILES SOUTHWEST OF BUCHEL AND
 AX1663'7 POLES SOUTHWEST OF M.P. 145 IN THE WEST END OF THE SOUTH HEADWALL OF
 AX1663'CULVERT 145 A.
 AX1663
 AX1663                          STATION RECOVERY (2001)
 AX1663
 AX1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1663'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0329 ***********************************************************************
 EM0329  DESIGNATION -  F 124
 EM0329  PID         -  EM0329
 EM0329  STATE/COUNTY-  TX/WILBARGER
 EM0329  USGS QUAD   -  NORTHSIDE (1985)
 EM0329
 EM0329                         *CURRENT SURVEY CONTROL
 EM0329  ___________________________________________________________________
 EM0329* NAD 83(1986)-  34 21 52.     (N)    099 19 41.     (W)     SCALED    
 EM0329* NAVD 88     -       421.324  (meters)    1382.29   (feet)  ADJUSTED  
 EM0329  ___________________________________________________________________
 EM0329  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 EM0329  DYNAMIC HT  -         420.858 (meters)    1380.77  (feet)  COMP
 EM0329  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 EM0329
 EM0329  VERT ORDER  -  SECOND    CLASS 0
 EM0329
 EM0329.The horizontal coordinates were scaled from a topographic map and have
 EM0329.an estimated accuracy of +/- 6 seconds.
 EM0329
 EM0329.The orthometric height was determined by differential leveling
 EM0329.and adjusted by the National Geodetic Survey in June 1991..
 EM0329
 EM0329.The geoid height was determined by GEOID03.
 EM0329
 EM0329.The dynamic height is computed by dividing the NAVD 88
 EM0329.geopotential number by the normal gravity value computed on the
 EM0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0329.degrees latitude (g = 980.6199 gals.).
 EM0329
 EM0329.The modeled gravity was interpolated from observed gravity values.
 EM0329
 EM0329;                    North         East    Units  Estimated Accuracy
 EM0329;SPC TXNC     - 2,299,490.      523,820.      MT  (+/- 180 meters Scaled)
 EM0329
 EM0329                          SUPERSEDED SURVEY CONTROL
 EM0329
 EM0329  NGVD 29 (??/??/92)  421.176  (m)         1381.81   (f) ADJ UNCH    2 0
 EM0329
 EM0329.Superseded values are not recommended for survey control.
 EM0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0329.See file dsdata.txt to determine how the superseded data were derived.
 EM0329
 EM0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD698026(NAD 83)
 EM0329_MARKER: DB = BENCH MARK DISK
 EM0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0329_STAMPING: F 124 1961
 EM0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0329+STABILITY: SURFACE MOTION
 EM0329
 EM0329  HISTORY     - Date     Condition        Report By
 EM0329  HISTORY     - 1961     MONUMENTED       CGS
 EM0329  HISTORY     - 1984     GOOD             NGS
 EM0329
 EM0329                          STATION DESCRIPTION
 EM0329
 EM0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0329'5.1 MI E FROM ODELL.
 EM0329'5.1 MILES EAST ALONG FARM ROAD 91 FROM THE POST OFFICE AT ODELL, 38.4
 EM0329'FEET NORTH OF THE CENTER OF THE HIGHWAY, 1 FOOT EAST OF THE WITNESS
 EM0329'POST, 0.5 FOOT SOUTH OF THE FENCE, SET IN THE TOP OF A CONCRETE POST
 EM0329'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 EM0329
 EM0329                          STATION RECOVERY (1984)
 EM0329
 EM0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1608 ***********************************************************************
 AW1608  DESIGNATION -  F 1241
 AW1608  PID         -  AW1608
 AW1608  STATE/COUNTY-  TX/GALVESTON
 AW1608  USGS QUAD   -  TEXAS CITY (1994)
 AW1608
 AW1608                         *CURRENT SURVEY CONTROL
 AW1608  ___________________________________________________________________
 AW1608* NAD 83(1986)-  29 29 14.     (N)    094 56 56.     (W)     SCALED    
 AW1608* NAVD 88     -         2.39   (+/-2cm)       7.8    (feet)  VERTCON   
 AW1608  ___________________________________________________________________
 AW1608  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1608  OBS GRAVITY -     979,275.4   (mgal)                       GRAV_OBS
 AW1608
 AW1608  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1608
 AW1608.The horizontal coordinates were scaled from a topographic map and have
 AW1608.an estimated accuracy of +/- 6 seconds.
 AW1608
 AW1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1608.The vertical order pertains to the NGVD 29 superseded value.
 AW1608
 AW1608.The geoid height was determined by GEOID03.
 AW1608.The observed gravity was obtained from relative gravimeter ties
 AW1608.to the IGSN71 gravity network.
 AW1608
 AW1608;                    North         East    Units  Estimated Accuracy
 AW1608;SPC TXSC     - 4,190,100.      992,740.      MT  (+/- 180 meters Scaled)
 AW1608
 AW1608                          SUPERSEDED SURVEY CONTROL
 AW1608
 AW1608  NGVD 29 (??/??/92)    2.386  (m)            7.83   (f) ADJ UNCH    1 2
 AW1608
 AW1608.Superseded values are not recommended for survey control.
 AW1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1608.See file dsdata.txt to determine how the superseded data were derived.
 AW1608
 AW1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN110635(NAD 83)
 AW1608_MARKER: DB = BENCH MARK DISK
 AW1608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1608_SP_SET: CULVERT HEADWALL
 AW1608_STAMPING: F 1241 1978
 AW1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1608
 AW1608  HISTORY     - Date     Condition        Report By
 AW1608  HISTORY     - 1978     MONUMENTED       NGS
 AW1608  HISTORY     - 1987     GOOD             USPSQD
 AW1608  HISTORY     - 1987     GOOD             USPSQD
 AW1608  HISTORY     - 1989     GOOD             USPSQD
 AW1608  HISTORY     - 1989     GOOD             USPSQD
 AW1608  HISTORY     - 1989     GOOD             USPSQD
 AW1608  HISTORY     - 1989     GOOD             USPSQD
 AW1608  HISTORY     - 1990     GOOD             USPSQD
 AW1608  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1608
 AW1608                          STATION DESCRIPTION
 AW1608
 AW1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1608'3.0 MI SW FROM SAN LEON.
 AW1608'ABOUT 3.0 MILES SOUTH AND WEST ALONG FARM ROAD 517 FROM THE POST
 AW1608'OFFICE AT SAN LEON IN THE CONCRETE HEADWALL OF CULVERT AT THE
 AW1608'NORTHEAST CORNER OF THE INTERSECTION OF FARM ROAD 517 AND 25TH
 AW1608'STREET, 18 FEET NORTHEAST OF CENTERLINE OF 25TH STREET, 17 FEET
 AW1608'NORTH OF CENTERLINE OF FARM ROAD 517, 4 FEET SOUTHWEST OF CULVERT
 AW1608'REFLECTOR POST, AND 0.5 FOOT NORTHEAST OF SOUTHWEST END OF HEADWALL.
 AW1608
 AW1608                          STATION RECOVERY (1987)
 AW1608
 AW1608'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1608'RECOVERED IN GOOD CONDITION.
 AW1608
 AW1608                          STATION RECOVERY (1987)
 AW1608
 AW1608'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1608'RECOVERED IN GOOD CONDITION.
 AW1608
 AW1608                          STATION RECOVERY (1989)
 AW1608
 AW1608'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1608'RECOVERED IN GOOD CONDITION.
 AW1608
 AW1608                          STATION RECOVERY (1989)
 AW1608
 AW1608'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1608'RECOVERED IN GOOD CONDITION.
 AW1608
 AW1608                          STATION RECOVERY (1989)
 AW1608
 AW1608'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1608'RECOVERED IN GOOD CONDITION.
 AW1608
 AW1608                          STATION RECOVERY (1989)
 AW1608
 AW1608'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1608'RECOVERED IN GOOD CONDITION.
 AW1608
 AW1608                          STATION RECOVERY (1990)
 AW1608
 AW1608'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1608'RECOVERED IN GOOD CONDITION.
 AW1608
 AW1608                          STATION RECOVERY (1994)
 AW1608
 AW1608'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1346 ***********************************************************************
 AW1346  DESIGNATION -  F 1242
 AW1346  PID         -  AW1346
 AW1346  STATE/COUNTY-  TX/GALVESTON
 AW1346  USGS QUAD   -  FLAKE (1994)
 AW1346
 AW1346                         *CURRENT SURVEY CONTROL
 AW1346  ___________________________________________________________________
 AW1346* NAD 83(1986)-  29 24 41.     (N)    094 42 53.     (W)     SCALED    
 AW1346* NAVD 88     -         1.18   (+/-2cm)       3.9    (feet)  VERTCON   
 AW1346  ___________________________________________________________________
 AW1346  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW1346
 AW1346  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1346
 AW1346.The horizontal coordinates were scaled from a topographic map and have
 AW1346.an estimated accuracy of +/- 6 seconds.
 AW1346
 AW1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1346.The vertical order pertains to the NGVD 29 superseded value.
 AW1346
 AW1346.The geoid height was determined by GEOID03.
 AW1346
 AW1346;                    North         East    Units  Estimated Accuracy
 AW1346;SPC TXSC     - 4,182,510.    1,015,740.      MT  (+/- 180 meters Scaled)
 AW1346
 AW1346                          SUPERSEDED SURVEY CONTROL
 AW1346
 AW1346  NGVD 29 (??/??/92)    1.175  (m)            3.85   (f) ADJ UNCH    1 2
 AW1346
 AW1346.Superseded values are not recommended for survey control.
 AW1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1346.See file dsdata.txt to determine how the superseded data were derived.
 AW1346
 AW1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN336547(NAD 83)
 AW1346_MARKER: DB = BENCH MARK DISK
 AW1346_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1346_SP_SET: GALVANIZED STEEL ROD
 AW1346_STAMPING: F 1242 1978
 AW1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1346+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1346
 AW1346  HISTORY     - Date     Condition        Report By
 AW1346  HISTORY     - 1978     MONUMENTED       NGS
 AW1346  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1346  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1346  HISTORY     - 1990     GOOD             USPSQD
 AW1346  HISTORY     - 19990511 GOOD             USPSQD
 AW1346  HISTORY     - 20010430 GOOD             USPSQD
 AW1346  HISTORY     - 20020708 GOOD             USPSQD
 AW1346  HISTORY     - 20041023 GOOD             USPSQD
 AW1346
 AW1346                          STATION DESCRIPTION
 AW1346
 AW1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1346'5.3 MI NE FROM PORT BOLIVAR.
 AW1346'ABOUT 5.3 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1346'LANDING AT PORT BOLIVAR, 132 FEET NORTHWEST AND ACROSS THE ROAD
 AW1346'FROM POWER POLE NUMBER 477, 66 FEET SOUTHWEST OF CENTERLINE OF
 AW1346'ROAD, 1.5 FEET SOUTHEAST OF A FENCE, AND 1.5 FEET EAST OF BRACE
 AW1346'POLE NUMBER 756 WITH GUY WIRE AND GUT WIRE ACROSS ROAD.
 AW1346
 AW1346                          STATION RECOVERY (1988)
 AW1346
 AW1346'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1346'MARK NOT FOUND.
 AW1346
 AW1346                          STATION RECOVERY (1988)
 AW1346
 AW1346'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW1346'MARK NOT FOUND.
 AW1346
 AW1346                          STATION RECOVERY (1990)
 AW1346
 AW1346'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1346'RECOVERED IN GOOD CONDITION.
 AW1346
 AW1346                          STATION RECOVERY (1999)
 AW1346
 AW1346'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1346'RECOVERED IN GOOD CONDITION.
 AW1346
 AW1346                          STATION RECOVERY (2001)
 AW1346
 AW1346'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1346'RECOVERED IN GOOD CONDITION.
 AW1346
 AW1346                          STATION RECOVERY (2002)
 AW1346
 AW1346'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1346'RECOVERED IN GOOD CONDITION.
 AW1346
 AW1346                          STATION RECOVERY (2004)
 AW1346
 AW1346'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1317 ***********************************************************************
 AW1317  DESIGNATION -  F 1243
 AW1317  PID         -  AW1317
 AW1317  STATE/COUNTY-  TX/GALVESTON
 AW1317  USGS QUAD   -  TEXAS CITY (1994)
 AW1317
 AW1317                         *CURRENT SURVEY CONTROL
 AW1317  ___________________________________________________________________
 AW1317* NAD 83(1986)-  29 26 58.     (N)    094 55 55.     (W)     SCALED    
 AW1317* NAVD 88     -         6.904  (meters)      22.65   (feet)  ADJUSTED  
 AW1317  ___________________________________________________________________
 AW1317  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW1317  DYNAMIC HT  -           6.894 (meters)      22.62  (feet)  COMP
 AW1317  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 AW1317
 AW1317  VERT ORDER  -  FIRST     CLASS II
 AW1317
 AW1317.The horizontal coordinates were scaled from a topographic map and have
 AW1317.an estimated accuracy of +/- 6 seconds.
 AW1317
 AW1317.The orthometric height was determined by differential leveling
 AW1317.and adjusted by the National Geodetic Survey in June 1991..
 AW1317
 AW1317.The geoid height was determined by GEOID03.
 AW1317
 AW1317.The dynamic height is computed by dividing the NAVD 88
 AW1317.geopotential number by the normal gravity value computed on the
 AW1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1317.degrees latitude (g = 980.6199 gals.).
 AW1317
 AW1317.The modeled gravity was interpolated from observed gravity values.
 AW1317
 AW1317;                    North         East    Units  Estimated Accuracy
 AW1317;SPC TXSC     - 4,185,970.      994,530.      MT  (+/- 180 meters Scaled)
 AW1317
 AW1317                          SUPERSEDED SURVEY CONTROL
 AW1317
 AW1317  NGVD 29 (12/23/87)    6.901  (m)           22.64   (f) ADJUSTED    1 2
 AW1317
 AW1317.Superseded values are not recommended for survey control.
 AW1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1317.See file dsdata.txt to determine how the superseded data were derived.
 AW1317
 AW1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN126593(NAD 83)
 AW1317_MARKER: DB = BENCH MARK DISK
 AW1317_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1317_SP_SET: UNSPECIFIED DEEP
 AW1317_STAMPING: F 1243 1978
 AW1317_MARK LOGO: NGS   
 AW1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1317+STABILITY: SURFACE MOTION
 AW1317
 AW1317  HISTORY     - Date     Condition        Report By
 AW1317  HISTORY     - 1978     MONUMENTED       NGS
 AW1317  HISTORY     - 1986     GOOD             NGS
 AW1317  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1317  HISTORY     - 19940423 GOOD             USPSQD
 AW1317
 AW1317                          STATION DESCRIPTION
 AW1317
 AW1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1317'9.6 MI SE FROM KEMAH.
 AW1317'ABOUT 6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST
 AW1317'OFFICE IN KEMAH, AND THENCE 2.9 MILES ALONG A PAVED ROAD ALONG
 AW1317'A LEVEE.  300 FEET NORTH OF THE NORTH EDGE OF MOSES LAKE, 17 FEET
 AW1317'SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 1.5 FEET NORTHWEST
 AW1317'OF A POST WITH SIGN, KEEP OFF THE GRASS.
 AW1317
 AW1317                          STATION RECOVERY (1986)
 AW1317
 AW1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1317'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1317'EXCEPT THE POST WITH SIGN (KEEP OFF THE GRASS) NO LONGER EXIST. ADD
 AW1317'THE MARK IS 0.64 METERS  NNE FROM  A WITNESS POST
 AW1317
 AW1317                          STATION RECOVERY (1989)
 AW1317
 AW1317'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1317'MARK NOT FOUND.
 AW1317
 AW1317                          STATION RECOVERY (1994)
 AW1317
 AW1317'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1258 ***********************************************************************
 AW1258  DESIGNATION -  F 1244
 AW1258  PID         -  AW1258
 AW1258  STATE/COUNTY-  TX/HARRIS
 AW1258  USGS QUAD   -  PASADENA (1995)
 AW1258
 AW1258                         *CURRENT SURVEY CONTROL
 AW1258  ___________________________________________________________________
 AW1258* NAD 83(1986)-  29 39 53.     (N)    095 10 21.     (W)     SCALED    
 AW1258* NAVD 88     -        10.820  (meters)      35.50   (feet)  ADJUSTED  
 AW1258  ___________________________________________________________________
 AW1258  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1258  DYNAMIC HT  -          10.805 (meters)      35.45  (feet)  COMP
 AW1258  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 AW1258
 AW1258  VERT ORDER  -  FIRST     CLASS II
 AW1258
 AW1258.The horizontal coordinates were scaled from a topographic map and have
 AW1258.an estimated accuracy of +/- 6 seconds.
 AW1258
 AW1258.The orthometric height was determined by differential leveling
 AW1258.and adjusted by the National Geodetic Survey in June 1991..
 AW1258
 AW1258.The geoid height was determined by GEOID03.
 AW1258
 AW1258.The dynamic height is computed by dividing the NAVD 88
 AW1258.geopotential number by the normal gravity value computed on the
 AW1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1258.degrees latitude (g = 980.6199 gals.).
 AW1258
 AW1258.The modeled gravity was interpolated from observed gravity values.
 AW1258
 AW1258;                    North         East    Units  Estimated Accuracy
 AW1258;SPC TXSC     - 4,209,030.      970,430.      MT  (+/- 180 meters Scaled)
 AW1258
 AW1258                          SUPERSEDED SURVEY CONTROL
 AW1258
 AW1258  NGVD 29 (12/23/87)   10.817  (m)           35.49   (f) ADJUSTED    1 2
 AW1258
 AW1258.Superseded values are not recommended for survey control.
 AW1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1258.See file dsdata.txt to determine how the superseded data were derived.
 AW1258
 AW1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN897836(NAD 83)
 AW1258_MARKER: DB = BENCH MARK DISK
 AW1258_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1258_SP_SET: UNSPECIFIED DEEP
 AW1258_STAMPING: F 1244 1978
 AW1258_MARK LOGO: NGS   
 AW1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1258+STABILITY: SURFACE MOTION
 AW1258
 AW1258  HISTORY     - Date     Condition        Report By
 AW1258  HISTORY     - 1978     MONUMENTED       NGS
 AW1258  HISTORY     - 1986     GOOD             NGS
 AW1258  HISTORY     - 1989     GOOD             USPSQD
 AW1258  HISTORY     - 1989     GOOD             USPSQD
 AW1258  HISTORY     - 1989     GOOD             USPSQD
 AW1258  HISTORY     - 1989     GOOD             USPSQD
 AW1258  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1258  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1258  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1258  HISTORY     - 20030206 MARK NOT FOUND   USPSQD
 AW1258  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1258
 AW1258                          STATION DESCRIPTION
 AW1258
 AW1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1258'3.9 MI EAST FROM DUMONT.
 AW1258'ABOUT 0.1 MILE SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1258'RAILROAD FROM THE STATION IN DUMONT (SOUTH HOUSTON), AND THENCE 3.8
 AW1258'MILES EAST ALONG SPENCER HIGHWAY. 204 FEET SOUTH OF THE SOUTH CURB
 AW1258'OF THE HIGHWAY, 21 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 AW1258'LANES OF PRESTON STREET, 27 FEET SOUTH OF THE SOUTH DRIVEWAY OF A
 AW1258'SHELL SERVICE STATION, AND 1 FOOT SOUTH OF POWER POLE NUMBER 3110
 AW1258'WITH A TRANSFORMER.
 AW1258
 AW1258                          STATION RECOVERY (1986)
 AW1258
 AW1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1258'RECOVERED IN GOOD CONDITION.
 AW1258
 AW1258                          STATION RECOVERY (1989)
 AW1258
 AW1258'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1258'RECOVERED IN GOOD CONDITION.
 AW1258
 AW1258                          STATION RECOVERY (1989)
 AW1258
 AW1258'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1258'RECOVERED IN GOOD CONDITION.
 AW1258
 AW1258                          STATION RECOVERY (1989)
 AW1258
 AW1258'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1258'RECOVERED IN GOOD CONDITION.
 AW1258
 AW1258                          STATION RECOVERY (1989)
 AW1258
 AW1258'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1258'RECOVERED IN GOOD CONDITION.
 AW1258
 AW1258                          STATION RECOVERY (1998)
 AW1258
 AW1258'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1258'MARK NOT FOUND.
 AW1258
 AW1258                          STATION RECOVERY (2000)
 AW1258
 AW1258'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1258'MARK NOT FOUND.
 AW1258
 AW1258                          STATION RECOVERY (2001)
 AW1258
 AW1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1258'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1258
 AW1258                          STATION RECOVERY (2003)
 AW1258
 AW1258'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1258'MARK NOT FOUND.
 AW1258
 AW1258                          STATION RECOVERY (2004)
 AW1258
 AW1258'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1037 ***********************************************************************
 AW1037  DESIGNATION -  F 1245
 AW1037  PID         -  AW1037
 AW1037  STATE/COUNTY-  TX/GALVESTON
 AW1037  USGS QUAD   -  DICKINSON (1997)
 AW1037
 AW1037                         *CURRENT SURVEY CONTROL
 AW1037  ___________________________________________________________________
 AW1037* NAD 83(1986)-  29 27 35.     (N)    095 03 36.     (W)     SCALED    
 AW1037* NAVD 88     -         3.498  (meters)      11.48   (feet)  ADJUSTED  
 AW1037  ___________________________________________________________________
 AW1037  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1037  DYNAMIC HT  -           3.494 (meters)      11.46  (feet)  COMP
 AW1037  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 AW1037
 AW1037  VERT ORDER  -  FIRST     CLASS II
 AW1037
 AW1037.The horizontal coordinates were scaled from a topographic map and have
 AW1037.an estimated accuracy of +/- 6 seconds.
 AW1037
 AW1037.The orthometric height was determined by differential leveling
 AW1037.and adjusted by the National Geodetic Survey in June 1991..
 AW1037
 AW1037.The geoid height was determined by GEOID03.
 AW1037
 AW1037.The dynamic height is computed by dividing the NAVD 88
 AW1037.geopotential number by the normal gravity value computed on the
 AW1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1037.degrees latitude (g = 980.6199 gals.).
 AW1037
 AW1037.The modeled gravity was interpolated from observed gravity values.
 AW1037
 AW1037;                    North         East    Units  Estimated Accuracy
 AW1037;SPC TXSC     - 4,186,680.      982,080.      MT  (+/- 180 meters Scaled)
 AW1037
 AW1037                          SUPERSEDED SURVEY CONTROL
 AW1037
 AW1037  NGVD 29 (12/23/87)    3.495  (m)           11.47   (f) ADJUSTED    1 2
 AW1037
 AW1037.Superseded values are not recommended for survey control.
 AW1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1037.See file dsdata.txt to determine how the superseded data were derived.
 AW1037
 AW1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN002606(NAD 83)
 AW1037_MARKER: DB = BENCH MARK DISK
 AW1037_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1037_SP_SET: CURB OF BRIDGE
 AW1037_STAMPING: F 1245 1978
 AW1037_MARK LOGO: NGS   
 AW1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1037
 AW1037  HISTORY     - Date     Condition        Report By
 AW1037  HISTORY     - 1978     MONUMENTED       NGS
 AW1037  HISTORY     - 1987     GOOD             NGS
 AW1037  HISTORY     - 1989     GOOD             USPSQD
 AW1037  HISTORY     - 1989     GOOD             USPSQD
 AW1037  HISTORY     - 1989     GOOD             USPSQD
 AW1037  HISTORY     - 1989     GOOD             USPSQD
 AW1037  HISTORY     - 1991     GOOD             USPSQD
 AW1037  HISTORY     - 19940423 GOOD             USPSQD
 AW1037  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 AW1037  HISTORY     - 20050629 MARK NOT FOUND   USPSQD
 AW1037
 AW1037                          STATION DESCRIPTION
 AW1037
 AW1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1037'0.5 MI WEST FROM DICKINSON.
 AW1037'ABOUT 0.5 MILE WEST ALONG FARM ROAD 517 FROM ITS JUNCTION WITH
 AW1037'STATE HIGHWAY 3 IN DICKINSON, SET IN THE EAST END OF THE NORTH
 AW1037'CURBING OF A BRIDGE 16 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 AW1037'2 FEET WEST OF 2 WOODEN GUARD RAIL POST, 2 FEET WEST OF NORTHEAST
 AW1037'END OF BRIDGE, 1 FOOT NORTH OF A GUARD RAIL, AND 1 FOOT SOUTHEAST
 AW1037'OF EAST END STEEL GUARD RAIL OF BRIDGE.
 AW1037
 AW1037                          STATION RECOVERY (1987)
 AW1037
 AW1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1037'RECOVERED IN GOOD CONDITION.
 AW1037
 AW1037                          STATION RECOVERY (1989)
 AW1037
 AW1037'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1037'RECOVERED IN GOOD CONDITION.
 AW1037
 AW1037                          STATION RECOVERY (1989)
 AW1037
 AW1037'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1037'RECOVERED IN GOOD CONDITION.
 AW1037
 AW1037                          STATION RECOVERY (1989)
 AW1037
 AW1037'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1037'RECOVERED IN GOOD CONDITION.
 AW1037
 AW1037                          STATION RECOVERY (1989)
 AW1037
 AW1037'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1037'RECOVERED IN GOOD CONDITION.
 AW1037
 AW1037                          STATION RECOVERY (1991)
 AW1037
 AW1037'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1037'RECOVERED IN GOOD CONDITION.
 AW1037
 AW1037                          STATION RECOVERY (1994)
 AW1037
 AW1037'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1037'RECOVERED IN GOOD CONDITION.
 AW1037
 AW1037                          STATION RECOVERY (2003)
 AW1037
 AW1037'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1037'MARK NOT FOUND.
 AW1037
 AW1037                          STATION RECOVERY (2005)
 AW1037
 AW1037'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1037'NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0173 ***********************************************************************
 AW0173  DESIGNATION -  F 1246
 AW0173  PID         -  AW0173
 AW0173  STATE/COUNTY-  TX/BRAZORIA
 AW0173  USGS QUAD   -  PEARLAND (1995)
 AW0173
 AW0173                         *CURRENT SURVEY CONTROL
 AW0173  ___________________________________________________________________
 AW0173* NAD 83(1986)-  29 35 26.     (N)    095 17 43.     (W)     SCALED    
 AW0173* NAVD 88     -        15.225  (meters)      49.95   (feet)  ADJUSTED  
 AW0173  ___________________________________________________________________
 AW0173  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW0173  DYNAMIC HT  -          15.204 (meters)      49.88  (feet)  COMP
 AW0173  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 AW0173
 AW0173  VERT ORDER  -  FIRST     CLASS II
 AW0173
 AW0173.The horizontal coordinates were scaled from a topographic map and have
 AW0173.an estimated accuracy of +/- 6 seconds.
 AW0173
 AW0173.The orthometric height was determined by differential leveling
 AW0173.and adjusted by the National Geodetic Survey in June 1991..
 AW0173
 AW0173.The geoid height was determined by GEOID03.
 AW0173
 AW0173.The dynamic height is computed by dividing the NAVD 88
 AW0173.geopotential number by the normal gravity value computed on the
 AW0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0173.degrees latitude (g = 980.6199 gals.).
 AW0173
 AW0173.The modeled gravity was interpolated from observed gravity values.
 AW0173
 AW0173;                    North         East    Units  Estimated Accuracy
 AW0173;SPC TXSC     - 4,200,430.      958,810.      MT  (+/- 180 meters Scaled)
 AW0173
 AW0173                          SUPERSEDED SURVEY CONTROL
 AW0173
 AW0173  NGVD 29 (12/23/87)   15.221  (m)           49.94   (f) ADJUSTED    1 2
 AW0173
 AW0173.Superseded values are not recommended for survey control.
 AW0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0173.See file dsdata.txt to determine how the superseded data were derived.
 AW0173
 AW0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN776756(NAD 83)
 AW0173_MARKER: DB = BENCH MARK DISK
 AW0173_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0173_SP_SET: STAINLESS STEEL ROD
 AW0173_STAMPING: F 1246 1978
 AW0173_MARK LOGO: NGS   
 AW0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0173
 AW0173  HISTORY     - Date     Condition        Report By
 AW0173  HISTORY     - 1978     MONUMENTED       NGS
 AW0173  HISTORY     - 1986     GOOD             NGS
 AW0173  HISTORY     - 1989     GOOD             USPSQD
 AW0173  HISTORY     - 1989     GOOD             USPSQD
 AW0173  HISTORY     - 1989     GOOD             USPSQD
 AW0173  HISTORY     - 1989     GOOD             USPSQD
 AW0173  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0173  HISTORY     - 1990     GOOD             USPSQD
 AW0173  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AW0173  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW0173
 AW0173                          STATION DESCRIPTION
 AW0173
 AW0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0173'2.0 MI SOUTH FROM MYKAWA.
 AW0173'ABOUT 2.0 MILES SOUTH ALONG THE ATCKISON, TOPEKA AND SANTA FE RAILROAD
 AW0173'FROM THE CROSSING OF ALMEDA-GENOA ROAD AT MYKAWA, AT THE CROSSING OF
 AW0173'KNAPP ROAD 92 FEET WEST OF THE CENTERLINE OF MYKAWA ROAD, 30 FEET
 AW0173'SOUTH OF THE CENTERLINE OF KNAPP ROAD, 27 FEET EAST AND ACROSS THE
 AW0173'TRACK FROM A CROSSING SIGNAL, 12 FEET EAST OF THE EAST RAIL, AND 1
 AW0173'FOOT NORTH AND CENTER OF 2 3X3 FOOT CONCRETE BOXES.
 AW0173
 AW0173                          STATION RECOVERY (1986)
 AW0173
 AW0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0173'RECOVERED IN GOOD CONDITION.
 AW0173
 AW0173                          STATION RECOVERY (1989)
 AW0173
 AW0173'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0173'RECOVERED IN GOOD CONDITION.
 AW0173
 AW0173                          STATION RECOVERY (1989)
 AW0173
 AW0173'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0173'RECOVERED IN GOOD CONDITION.
 AW0173
 AW0173                          STATION RECOVERY (1989)
 AW0173
 AW0173'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0173'RECOVERED IN GOOD CONDITION.
 AW0173
 AW0173                          STATION RECOVERY (1989)
 AW0173
 AW0173'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0173'RECOVERED IN GOOD CONDITION.
 AW0173
 AW0173                          STATION RECOVERY (1989)
 AW0173
 AW0173'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0173'MARK NOT FOUND.
 AW0173
 AW0173                          STATION RECOVERY (1990)
 AW0173
 AW0173'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0173'RECOVERED IN GOOD CONDITION.
 AW0173
 AW0173                          STATION RECOVERY (2001)
 AW0173
 AW0173'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW0173'MARK NOT FOUND.
 AW0173
 AW0173                          STATION RECOVERY (2005)
 AW0173
 AW0173'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0742 ***********************************************************************
 BM0742  DESIGNATION -  F 1247
 BM0742  PID         -  BM0742
 BM0742  STATE/COUNTY-  TX/TRAVIS
 BM0742  USGS QUAD   -  UTLEY (1982)
 BM0742
 BM0742                         *CURRENT SURVEY CONTROL
 BM0742  ___________________________________________________________________
 BM0742* NAD 83(1986)-  30 09 19.     (N)    097 29 42.     (W)     SCALED    
 BM0742* NAVD 88     -       145.432  (meters)     477.14   (feet)  ADJUSTED  
 BM0742  ___________________________________________________________________
 BM0742  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BM0742  DYNAMIC HT  -         145.234 (meters)     476.49  (feet)  COMP
 BM0742  MODELED GRAV-     979,281.0   (mgal)                       NAVD 88
 BM0742  OBS GRAVITY -     979,279.7   (mgal)                       GRAV_OBS
 BM0742
 BM0742  VERT ORDER  -  FIRST     CLASS I
 BM0742
 BM0742.The horizontal coordinates were scaled from a topographic map and have
 BM0742.an estimated accuracy of +/- 6 seconds.
 BM0742
 BM0742.The orthometric height was determined by differential leveling
 BM0742.and adjusted by the National Geodetic Survey in June 1991..
 BM0742
 BM0742.The geoid height was determined by GEOID03.
 BM0742
 BM0742.The dynamic height is computed by dividing the NAVD 88
 BM0742.geopotential number by the normal gravity value computed on the
 BM0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0742.degrees latitude (g = 980.6199 gals.).
 BM0742
 BM0742.The modeled gravity was interpolated from observed gravity values.
 BM0742.The observed gravity was obtained from relative gravimeter ties
 BM0742.to the IGSN71 gravity network.
 BM0742
 BM0742;                    North         East    Units  Estimated Accuracy
 BM0742;SPC TX C     - 3,057,660.      973,400.      MT  (+/- 180 meters Scaled)
 BM0742
 BM0742                          SUPERSEDED SURVEY CONTROL
 BM0742
 BM0742  NGVD 29 (??/??/92)  145.361  (m)          476.91   (f) ADJ UNCH    1 1
 BM0742
 BM0742.Superseded values are not recommended for survey control.
 BM0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0742.See file dsdata.txt to determine how the superseded data were derived.
 BM0742
 BM0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU449369(NAD 83)
 BM0742_MARKER: DB = BENCH MARK DISK
 BM0742_SETTING: 66 = SET IN ROCK OUTCROP
 BM0742_SP_SET: OUTCROP
 BM0742_STAMPING: F 1247 1978
 BM0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0742+STABILITY: POSITION/ELEVATION WELL
 BM0742
 BM0742  HISTORY     - Date     Condition        Report By
 BM0742  HISTORY     - 1978     MONUMENTED       NGS
 BM0742  HISTORY     - 1989     GOOD             USPSQD
 BM0742  HISTORY     - 19980718 GOOD             USPSQD
 BM0742
 BM0742                          STATION DESCRIPTION
 BM0742
 BM0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BM0742'4.5 MI SE FROM GARFIELD.
 BM0742'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM STORE AT GARFIELD,
 BM0742'0.1 MILES SOUTHEAST OF BENCH MARK H 1225 AND THE BRIDGE OVER RED
 BM0742'GULLY CREEK LOCATED ON TOP OF A HIGHWAY CUTBANK IN THE TOP OF A
 BM0742'12 BY 18 FOOT EXPOSED PORTION OF OUTCROP PROJECTING 2 FEET ABOVE THE
 BM0742'GROUND, 150 FEET SOUTHWEST OF THE WEST END OF STEEL GUARD RAIL, 90
 BM0742'FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES, 20 FEET NORTH
 BM0742'OF FENCE, AND 1 FOOT NORTH OF WITNESS POST WHICH IS SET IN THE SAME
 BM0742'OUTCROP AND PROJECTS 2 FEET.
 BM0742
 BM0742                          STATION RECOVERY (1989)
 BM0742
 BM0742'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0742'RECOVERED IN GOOD CONDITION.
 BM0742
 BM0742                          STATION RECOVERY (1998)
 BM0742
 BM0742'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0745 ***********************************************************************
 AW0745  DESIGNATION -  F 1249
 AW0745  PID         -  AW0745
 AW0745  STATE/COUNTY-  TX/CHAMBERS
 AW0745  USGS QUAD   -  COVE (1993)
 AW0745
 AW0745                         *CURRENT SURVEY CONTROL
 AW0745  ___________________________________________________________________
 AW0745* NAD 83(1986)-  29 50 31.     (N)    094 48 25.     (W)     SCALED    
 AW0745* NAVD 88     -         8.72   (+/-2cm)      28.6    (feet)  VERTCON   
 AW0745  ___________________________________________________________________
 AW0745  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW0745
 AW0745  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0745
 AW0745.The horizontal coordinates were scaled from a topographic map and have
 AW0745.an estimated accuracy of +/- 6 seconds.
 AW0745
 AW0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0745.The vertical order pertains to the NGVD 29 superseded value.
 AW0745
 AW0745.The geoid height was determined by GEOID03.
 AW0745
 AW0745;                    North         East    Units  Estimated Accuracy
 AW0745;SPC TXSC     - 4,229,870.    1,005,090.      MT  (+/- 180 meters Scaled)
 AW0745
 AW0745                          SUPERSEDED SURVEY CONTROL
 AW0745
 AW0745  NGVD 29 (??/??/92)    8.726  (m)           28.63   (f) ADJ UNCH    1 2
 AW0745
 AW0745.Superseded values are not recommended for survey control.
 AW0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0745.See file dsdata.txt to determine how the superseded data were derived.
 AW0745
 AW0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP254026(NAD 83)
 AW0745_MARKER: DB = BENCH MARK DISK
 AW0745_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW0745_SP_SET: GALVANIZED STEEL ROD
 AW0745_STAMPING: F 1249 1978
 AW0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0745+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW0745
 AW0745  HISTORY     - Date     Condition        Report By
 AW0745  HISTORY     - 1978     MONUMENTED       NGS
 AW0745  HISTORY     - 1990     GOOD             USPSQD
 AW0745  HISTORY     - 19960921 GOOD             USPSQD
 AW0745  HISTORY     - 20010331 GOOD             NGS
 AW0745  HISTORY     - 20031231 GOOD             USPSQD
 AW0745  HISTORY     - 20050206 GOOD             USPSQD
 AW0745
 AW0745                          STATION DESCRIPTION
 AW0745
 AW0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0745'0.8 MI NW FROM COVE.
 AW0745'ABOUT 0.8 MILE NORTHWEST ALONG FARM ROAD (FM) 565 FROM THE
 AW0745'INTERSTATE 10 OVERPASS AT COVE, 67 FEET SOUTH-SOUTHWEST OF THE
 AW0745'SOUTHEAST CORNER OF A SMALL STORE, 62 FEET WEST OF THE CENTERLINE
 AW0745'OF THE ROAD, 18 FEET SOUTH OF THE CENTERLINE OF A SHELL DRIVEWAY,
 AW0745'1.5 FEET NORTH OF A FENCE, AND 2.5 FEET WEST OF A METAL WITNESS POST.
 AW0745'DISK IS LEVEL WITH GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 AW0745'PLASTIC SCREW PLUG.
 AW0745
 AW0745                          STATION RECOVERY (1990)
 AW0745
 AW0745'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW0745'RECOVERED IN GOOD CONDITION.
 AW0745
 AW0745                          STATION RECOVERY (1996)
 AW0745
 AW0745'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0745'RECOVERED IN GOOD CONDITION.
 AW0745
 AW0745                          STATION RECOVERY (2001)
 AW0745
 AW0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0745'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0745
 AW0745                          STATION RECOVERY (2003)
 AW0745
 AW0745'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0745'RECOVERED IN GOOD CONDITION.
 AW0745
 AW0745                          STATION RECOVERY (2005)
 AW0745
 AW0745'RECOVERY NOTE BY US POWER SQUADRON 2005 (BT)
 AW0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1594 ***********************************************************************
 AN1594  DESIGNATION -  F 125
 AN1594  PID         -  AN1594
 AN1594  STATE/COUNTY-  TX/KARNES
 AN1594  USGS QUAD   -  KENEDY (1987)
 AN1594
 AN1594                         *CURRENT SURVEY CONTROL
 AN1594  ___________________________________________________________________
 AN1594* NAD 83(1986)-  28 48 55.     (N)    097 51 00.     (W)     SCALED    
 AN1594* NAVD 88     -        85.121  (meters)     279.27   (feet)  ADJUSTED  
 AN1594  ___________________________________________________________________
 AN1594  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN1594  DYNAMIC HT  -          84.996 (meters)     278.86  (feet)  COMP
 AN1594  MODELED GRAV-     979,178.7   (mgal)                       NAVD 88
 AN1594
 AN1594  VERT ORDER  -  FIRST     CLASS II
 AN1594
 AN1594.The horizontal coordinates were scaled from a topographic map and have
 AN1594.an estimated accuracy of +/- 6 seconds.
 AN1594
 AN1594.The orthometric height was determined by differential leveling
 AN1594.and adjusted by the National Geodetic Survey in June 1991..
 AN1594
 AN1594.The geoid height was determined by GEOID03.
 AN1594
 AN1594.The dynamic height is computed by dividing the NAVD 88
 AN1594.geopotential number by the normal gravity value computed on the
 AN1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1594.degrees latitude (g = 980.6199 gals.).
 AN1594
 AN1594.The modeled gravity was interpolated from observed gravity values.
 AN1594
 AN1594;                    North         East    Units  Estimated Accuracy
 AN1594;SPC TXSC     - 4,109,380.      712,240.      MT  (+/- 180 meters Scaled)
 AN1594
 AN1594                          SUPERSEDED SURVEY CONTROL
 AN1594
 AN1594  NGVD 29 (??/??/92)   85.097  (m)          279.19   (f) ADJ UNCH    1 2
 AN1594
 AN1594.Superseded values are not recommended for survey control.
 AN1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1594.See file dsdata.txt to determine how the superseded data were derived.
 AN1594
 AN1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS122880(NAD 83)
 AN1594_MARKER: DB = BENCH MARK DISK
 AN1594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1594_SP_SET: STEP
 AN1594_STAMPING: F 125 1933
 AN1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1594
 AN1594  HISTORY     - Date     Condition        Report By
 AN1594  HISTORY     - 1933     MONUMENTED       CGS
 AN1594  HISTORY     - 1943     GOOD             NGS
 AN1594  HISTORY     - 1981     GOOD             NGS
 AN1594
 AN1594                          STATION DESCRIPTION
 AN1594
 AN1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1594'IN KENEDY.
 AN1594'AT KENEDY, KARNES COUNTY, AT THE HIGH SCHOOL, AT THE SOUTH ONE OF THE
 AN1594'THREE WEST ENTRANCES, 53 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 AN1594'BUILDING, 4.4 FEET SOUTH OF THE CENTER OF THE ENTRANCE DOOR, IN THE
 AN1594'TOP OF THE SOUTHEAST CORNER OF THE TOP CONCRETE STEP, AND 0.7 FOOT
 AN1594'NORTHWEST OF THE CORNER.  A STANDARD DISK.
 AN1594
 AN1594                          STATION RECOVERY (1943)
 AN1594
 AN1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AN1594'RECOVERED IN GOOD CONDITION.
 AN1594
 AN1594                          STATION RECOVERY (1981)
 AN1594
 AN1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0290 ***********************************************************************
 AW0290  DESIGNATION -  F 1251
 AW0290  PID         -  AW0290
 AW0290  STATE/COUNTY-  TX/HARRIS
 AW0290  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0290
 AW0290                         *CURRENT SURVEY CONTROL
 AW0290  ___________________________________________________________________
 AW0290* NAD 83(1986)-  29 47 05.     (N)    095 34 06.     (W)     SCALED    
 AW0290* NAVD 88     -        24.265  (meters)      79.61   (feet)  ADJUSTED  
 AW0290  ___________________________________________________________________
 AW0290  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0290  DYNAMIC HT  -          24.232 (meters)      79.50  (feet)  COMP
 AW0290  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 AW0290
 AW0290  VERT ORDER  -  FIRST     CLASS II
 AW0290
 AW0290.The horizontal coordinates were scaled from a topographic map and have
 AW0290.an estimated accuracy of +/- 6 seconds.
 AW0290
 AW0290.The orthometric height was determined by differential leveling
 AW0290.and adjusted by the National Geodetic Survey in June 1991..
 AW0290
 AW0290.The geoid height was determined by GEOID03.
 AW0290
 AW0290.The dynamic height is computed by dividing the NAVD 88
 AW0290.geopotential number by the normal gravity value computed on the
 AW0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0290.degrees latitude (g = 980.6199 gals.).
 AW0290
 AW0290.The modeled gravity was interpolated from observed gravity values.
 AW0290
 AW0290;                    North         East    Units  Estimated Accuracy
 AW0290;SPC TXSC     - 4,221,140.      931,740.      MT  (+/- 180 meters Scaled)
 AW0290
 AW0290                          SUPERSEDED SURVEY CONTROL
 AW0290
 AW0290  NGVD 29 (12/23/87)   24.259  (m)           79.59   (f) ADJUSTED    1 2
 AW0290
 AW0290.Superseded values are not recommended for survey control.
 AW0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0290.See file dsdata.txt to determine how the superseded data were derived.
 AW0290
 AW0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN517976(NAD 83)
 AW0290_MARKER: I = METAL ROD
 AW0290_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0290_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0290_STAMPING: F 1251 1978
 AW0290_MARK LOGO: NGS   
 AW0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0290+STABILITY: POSITION/ELEVATION WELL
 AW0290
 AW0290  HISTORY     - Date     Condition        Report By
 AW0290  HISTORY     - 1978     MONUMENTED       NGS
 AW0290  HISTORY     - 1981     GOOD             NGS
 AW0290  HISTORY     - 1983     GOOD             NGS
 AW0290  HISTORY     - 1986     GOOD             NGS
 AW0290  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0290  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0290  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW0290  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0290
 AW0290                          STATION DESCRIPTION
 AW0290
 AW0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0290'4.5 MI EAST FROM ADDICKS.
 AW0290'4.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0290'RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, O.1 MILE SOUTHEAST
 AW0290'AND ACROSS OLD KATY ROAD AND THE RAILROAD FROM LEVITZ FURNITURE STORE,
 AW0290'417 FEET EAST OF THE CENTERLINE OF BRITTMORE ROAD, 95.5 WEST OF
 AW0290'BENCH MARK G 1251, 40.5 FEET SOUTH OF THE SOUTH RAIL, AND 42 FEET
 AW0290'NORTH OF THE CENTERLINE OF THE WEST BOUND ACCESS ROAD.
 AW0290'NOTE=THE SLEEVE DEPTH IS 40 FEET.
 AW0290
 AW0290                          STATION RECOVERY (1981)
 AW0290
 AW0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0290'RECOVERED IN GOOD CONDITION.
 AW0290
 AW0290                          STATION RECOVERY (1983)
 AW0290
 AW0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0290'RECOVERED IN GOOD CONDITION.  NOTE, NO WITNESS POST
 AW0290'WAS SET DUE TO MOWING IN AREA ALONG THE ROADWAY.
 AW0290
 AW0290                          STATION RECOVERY (1986)
 AW0290
 AW0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0290'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--13.2
 AW0290'M (43.3 FT) WEST OF A UTILITY POLE.
 AW0290
 AW0290                          STATION RECOVERY (1987)
 AW0290
 AW0290'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0290'MARK NOT FOUND.
 AW0290
 AW0290                          STATION RECOVERY (1989)
 AW0290
 AW0290'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0290'MARK NOT FOUND.
 AW0290
 AW0290                          STATION RECOVERY (1994)
 AW0290
 AW0290'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0290'MARK NOT FOUND.
 AW0290
 AW0290                          STATION RECOVERY (2004)
 AW0290
 AW0290'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2430 ***********************************************************************
 AX2430  DESIGNATION -  F 1252
 AX2430  PID         -  AX2430
 AX2430  STATE/COUNTY-  TX/AUSTIN
 AX2430  USGS QUAD   -  REXVILLE (1981)
 AX2430
 AX2430                         *CURRENT SURVEY CONTROL
 AX2430  ___________________________________________________________________
 AX2430* NAD 83(1986)-  29 41 49.     (N)    096 08 02.     (W)     SCALED    
 AX2430* NAVD 88     -        44.35   (+/-2cm)     145.5    (feet)  VERTCON   
 AX2430  ___________________________________________________________________
 AX2430  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX2430
 AX2430  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2430
 AX2430.The horizontal coordinates were scaled from a topographic map and have
 AX2430.an estimated accuracy of +/- 6 seconds.
 AX2430
 AX2430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2430.The vertical order pertains to the NGVD 29 superseded value.
 AX2430
 AX2430.The geoid height was determined by GEOID03.
 AX2430
 AX2430;                    North         East    Units  Estimated Accuracy
 AX2430;SPC TXSC     - 4,209,940.      877,320.      MT  (+/- 180 meters Scaled)
 AX2430
 AX2430                          SUPERSEDED SURVEY CONTROL
 AX2430
 AX2430  NGVD 29 (??/??/92)   44.332  (m)          145.45   (f) ADJ UNCH    1 1
 AX2430
 AX2430.Superseded values are not recommended for survey control.
 AX2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2430.See file dsdata.txt to determine how the superseded data were derived.
 AX2430
 AX2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT773886(NAD 83)
 AX2430_MARKER: DB = BENCH MARK DISK
 AX2430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2430_STAMPING: F 1252 1978
 AX2430_MARK LOGO: NGS   
 AX2430_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AX2430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2430
 AX2430  HISTORY     - Date     Condition        Report By
 AX2430  HISTORY     - 1978     MONUMENTED       NGS
 AX2430  HISTORY     - 19780615 SEE DESCRIPTION  NGS
 AX2430  HISTORY     - 1988     GOOD             USPSQD
 AX2430
 AX2430                          STATION DESCRIPTION
 AX2430
 AX2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AX2430'THE STATION IS LOCATED 6.0 MILES (9.7 KM) SOUTH ALONG THE GULF,
 AX2430'COLORADO AND SANTA FE RAILROAD FROM THE STATION OF SEALY.  0.15 MILE
 AX2430'(0.24 KM) SOUTH OF A POWER LINE CROSSING AND 0.35 MILE (0.56 KM) NORTH
 AX2430'OF A CURVE IN THE ROAD, 135 FT (41.1 M) WEST OF THE WEST RAIL, 57 FT
 AX2430'(17.4 M) WEST OF THE CENTERLINE OF U.S HIGHWAY 36, 41 FT (12.5 M)
 AX2430'SOUTH OF A FENCE CORNER, AND 1.5 FT (0.5 M) SOUTH OF A POWER POLE.
 AX2430'DISK IS LEVEL WITH THE GROUND, TO WHICH ACCESS IS TO BE HAD THROUGH A
 AX2430'4 INCH PLASTIC SCREW PLUG.  A DISK ON TOP OF A COPPER-COATED STEEL ROD
 AX2430'TO A DEPTH OF 32 FT (9.8 M) ENCASED IN A PIPE PROJECTING P3 INCHES.
 AX2430'ABOUT LVEL WITH THE CENTERLINE 1 FOOT (0.3 M) NORTH OF A WITNESS POST.
 AX2430
 AX2430                          STATION RECOVERY (1988)
 AX2430
 AX2430'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AX2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0318 ***********************************************************************
 AW0318  DESIGNATION -  F 1253
 AW0318  PID         -  AW0318
 AW0318  STATE/COUNTY-  TX/HARRIS
 AW0318  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0318
 AW0318                         *CURRENT SURVEY CONTROL
 AW0318  ___________________________________________________________________
 AW0318* NAD 83(1986)-  29 47 00.     (N)    095 26 45.     (W)     SCALED    
 AW0318* NAVD 88     -        19.401  (meters)      63.65   (feet)  ADJUSTED  
 AW0318  ___________________________________________________________________
 AW0318  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW0318  DYNAMIC HT  -          19.374 (meters)      63.56  (feet)  COMP
 AW0318  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0318
 AW0318  VERT ORDER  -  FIRST     CLASS II
 AW0318
 AW0318.The horizontal coordinates were scaled from a topographic map and have
 AW0318.an estimated accuracy of +/- 6 seconds.
 AW0318
 AW0318.The orthometric height was determined by differential leveling
 AW0318.and adjusted by the National Geodetic Survey in July 2002..
 AW0318
 AW0318.The geoid height was determined by GEOID03.
 AW0318
 AW0318.The dynamic height is computed by dividing the NAVD 88
 AW0318.geopotential number by the normal gravity value computed on the
 AW0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0318.degrees latitude (g = 980.6199 gals.).
 AW0318
 AW0318.The modeled gravity was interpolated from observed gravity values.
 AW0318
 AW0318;                    North         East    Units  Estimated Accuracy
 AW0318;SPC TXSC     - 4,221,340.      943,580.      MT  (+/- 180 meters Scaled)
 AW0318
 AW0318                          SUPERSEDED SURVEY CONTROL
 AW0318
 AW0318  NAVD 88 (06/15/91)   19.573  (m)           64.22   (f) UNKNOWN     1 2
 AW0318  NGVD 29 (12/23/87)   19.568  (m)           64.20   (f) ADJUSTED    1 2
 AW0318
 AW0318.Superseded values are not recommended for survey control.
 AW0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0318.See file dsdata.txt to determine how the superseded data were derived.
 AW0318
 AW0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN635972(NAD 83)
 AW0318_MARKER: I = METAL ROD
 AW0318_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0318_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0318_STAMPING: F 1253 1978
 AW0318_MARK LOGO: NGS   
 AW0318_PROJECTION: RECESSED 1 CENTIMETERS
 AW0318_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0318+STABILITY: POSITION/ELEVATION WELL
 AW0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0318+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0318_ROD/PIPE-DEPTH: 14.6 meters
 AW0318_SLEEVE-DEPTH  : 12.1 meters
 AW0318
 AW0318  HISTORY     - Date     Condition        Report By
 AW0318  HISTORY     - 1978     MONUMENTED       NGS
 AW0318  HISTORY     - 1981     GOOD             NGS
 AW0318  HISTORY     - 1983     GOOD             NGS
 AW0318  HISTORY     - 1986     GOOD             NGS
 AW0318  HISTORY     - 1987     GOOD             USPSQD
 AW0318  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0318  HISTORY     - 19931023 GOOD             USPSQD
 AW0318  HISTORY     - 19960204 GOOD             NGS
 AW0318
 AW0318                          STATION DESCRIPTION
 AW0318
 AW0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0318'5.9 MI WEST FROM HOUSTON.
 AW0318'5.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0318'SWITCH CONTROL BUILDING NUMBER 108 IN HOUSTON, THENCE 0.1 MILE EAST
 AW0318'ALONG KATY ROAD.  SET IN THE MEDIUM AT KATY ROAD, 99 FEET EAST OF
 AW0318'BENCH MARK E 1253, 56 FEET NORTH AND ACROSS THE EAST BOUND LANES
 AW0318'FROM A FIRE HYDRANT, 26.8 FEET SOUTH OF THE CENTERLINE OF THE WEST
 AW0318'BOUND LANES OF KATY ROAD, AND 21.5 FEET NORTH OF THE CENTERLINE OF
 AW0318'THE EAST BOUND LANES OF KATY ROAD.  SLEEVE DEPTH IS 40 FEET, MARK
 AW0318'IS SET BELOW THE GROUND, ACCESS TO WHICH CAN BE HAD THROUGH A METAL
 AW0318'ACCESS CAP.
 AW0318
 AW0318                          STATION RECOVERY (1981)
 AW0318
 AW0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0318'RECOVERED IN GOOD CONDITION.
 AW0318
 AW0318                          STATION RECOVERY (1983)
 AW0318
 AW0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0318'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0318'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0318'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0318'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0318'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 9.3 KM (5.8 MI) WEST-NORTHWEST
 AW0318'ALONG THE RAILROAD TO THE MARK, SET IN THE MEDIAN, 30.1 METERS
 AW0318'(99.0 FT) EAST OF BENCH MARK E 1253, 17.0 METERS (56.0 FT) NORTH AND
 AW0318'ACROSS THE EASTBOUND LANES FROM A FIRE HYDRANT, 8.1 METERS (26.8 FT)
 AW0318'SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF KATY ROAD, AND
 AW0318'6.5 METERS (21.5 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 AW0318'THE ROAD.
 AW0318'THE MARK IS 0.3 M ABOVE KATY ROAD.
 AW0318
 AW0318                          STATION RECOVERY (1986)
 AW0318
 AW0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0318'RECOVERED IN GOOD CONDITION.
 AW0318
 AW0318                          STATION RECOVERY (1987)
 AW0318
 AW0318'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0318'RECOVERED IN GOOD CONDITION.
 AW0318
 AW0318                          STATION RECOVERY (1990)
 AW0318
 AW0318'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW0318'MARK NOT FOUND.
 AW0318
 AW0318                          STATION RECOVERY (1993)
 AW0318
 AW0318'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0318'RECOVERED IN GOOD CONDITION.
 AW0318
 AW0318                          STATION RECOVERY (1996)
 AW0318
 AW0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0318'1.7 KM (1.05 MI) WESTERLY ALONG KATY ROAD FROM THE JUNCTION OF
 AW0318'INTERSTATE HIGHWAY 10 IN HOUSTON, IN THE MEDIAN OF THE ROAD, 30.1 M
 AW0318'(98.8 FT) EAST OF BENCH MARK E 1253, 9.5 M (31.2 FT) WEST OF BENCH
 AW0318'MARK G 1253, 4.2 M (13.8 FT) SOUTH OF THE SOUTH CURB OF THE WESTBOUND
 AW0318'LANES OF THE HIGHWAY, 2.7 M (8.9 FT) NORTH OF THE NORTH CURB, 0.8 M
 AW0318'(2.6 FT) WEST OF THE EXTENDED CENTER OF THE MOST WESTERLY OF 3
 AW0318'DRIVEWAYS LEADING TO THE WALKER ZANGER BUILDING, AND 0.3 M (1.0 FT)
 AW0318'ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AW0318'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1840 ***********************************************************************
 AW1840  DESIGNATION -  F 1254
 AW1840  PID         -  AW1840
 AW1840  STATE/COUNTY-  TX/HARRIS
 AW1840  USGS QUAD   -  WARREN LAKE (1980)
 AW1840
 AW1840                         *CURRENT SURVEY CONTROL
 AW1840  ___________________________________________________________________
 AW1840* NAD 83(1986)-  29 59 34.     (N)    095 45 17.     (W)     SCALED    
 AW1840* NAVD 88     -        50.025  (meters)     164.12   (feet)  ADJUSTED  
 AW1840  ___________________________________________________________________
 AW1840  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1840  DYNAMIC HT  -          49.957 (meters)     163.90  (feet)  COMP
 AW1840  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW1840
 AW1840  VERT ORDER  -  FIRST     CLASS II
 AW1840
 AW1840.The horizontal coordinates were scaled from a topographic map and have
 AW1840.an estimated accuracy of +/- 6 seconds.
 AW1840
 AW1840.The orthometric height was determined by differential leveling
 AW1840.and adjusted by the National Geodetic Survey in June 1991..
 AW1840
 AW1840.The geoid height was determined by GEOID03.
 AW1840
 AW1840.The dynamic height is computed by dividing the NAVD 88
 AW1840.geopotential number by the normal gravity value computed on the
 AW1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1840.degrees latitude (g = 980.6199 gals.).
 AW1840
 AW1840.The modeled gravity was interpolated from observed gravity values.
 AW1840
 AW1840;                    North         East    Units  Estimated Accuracy
 AW1840;SPC TXSC     - 4,243,670.      913,090.      MT  (+/- 180 meters Scaled)
 AW1840
 AW1840                          SUPERSEDED SURVEY CONTROL
 AW1840
 AW1840  NGVD 29 (12/23/87)   50.018  (m)          164.10   (f) ADJUSTED    1 2
 AW1840
 AW1840.Superseded values are not recommended for survey control.
 AW1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1840.See file dsdata.txt to determine how the superseded data were derived.
 AW1840
 AW1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP342211(NAD 83)
 AW1840_MARKER: I = METAL ROD
 AW1840_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1840_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1840_STAMPING: F 1254 1978
 AW1840_MARK LOGO: NGS   
 AW1840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1840+STABILITY: POSITION/ELEVATION WELL
 AW1840
 AW1840  HISTORY     - Date     Condition        Report By
 AW1840  HISTORY     - 1978     MONUMENTED       NGS
 AW1840  HISTORY     - 1981     GOOD             NGS
 AW1840  HISTORY     - 1986     GOOD             NGS
 AW1840  HISTORY     - 1987     GOOD             USPSQD
 AW1840  HISTORY     - 1990     GOOD             USPSQD
 AW1840  HISTORY     - 19940205 GOOD             USPSQD
 AW1840
 AW1840                          STATION DESCRIPTION
 AW1840
 AW1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1840'3.8 MI NW FROM CYPRESS.
 AW1840'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1840'CYPRESS SPRING ROAD IN CYPRESS.  0.2 MILE NORTHWEST OF A CROSSOVER
 AW1840'FOR THE HIGHWAY, 69.6 FEET NORTHWEST OF BENCH MARK E 1254, 51 FEET
 AW1840'NORTHEAST OF THE NORTHEAST RAIL, AND 44 FEET SOUTHWEST OF THE CENTER-
 AW1840'LINE OF THE EAST BOUND LANES OF THE HIGHWAY.  SLEEVE IS SET AT A
 AW1840'DEPTH OF 40 FEET.
 AW1840
 AW1840                          STATION RECOVERY (1981)
 AW1840
 AW1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1840'RECOVERED IN GOOD CONDITION.
 AW1840
 AW1840                          STATION RECOVERY (1986)
 AW1840
 AW1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1840'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--1.8 M
 AW1840'(5.9 FT) NORTH OF A UTILITY POLE, AND 0.7 M (2.3 FT) NORTHEAST OF A
 AW1840'WITNESS POST.
 AW1840
 AW1840                          STATION RECOVERY (1987)
 AW1840
 AW1840'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1840'RECOVERED IN GOOD CONDITION.
 AW1840
 AW1840                          STATION RECOVERY (1990)
 AW1840
 AW1840'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1840'RECOVERED IN GOOD CONDITION.
 AW1840
 AW1840                          STATION RECOVERY (1994)
 AW1840
 AW1840'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0115 ***********************************************************************
 AW0115  DESIGNATION -  F 1255
 AW0115  PID         -  AW0115
 AW0115  STATE/COUNTY-  TX/BRAZORIA
 AW0115  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW0115
 AW0115                         *CURRENT SURVEY CONTROL
 AW0115  ___________________________________________________________________
 AW0115* NAD 83(1993)-  29 02 54.82889(N)    095 09 23.84704(W)     ADJUSTED  
 AW0115* NAVD 88     -         1.95   (+/-2cm)       6.4    (feet)  VERTCON   
 AW0115  ___________________________________________________________________
 AW0115  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AW0115  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AW0115
 AW0115  HORZ ORDER  -  THIRD
 AW0115  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0115
 AW0115.The horizontal coordinates were established by classical geodetic methods
 AW0115.and adjusted by the National Geodetic Survey in February 1996..
 AW0115
 AW0115.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0115.The vertical order pertains to the NGVD 29 superseded value.
 AW0115
 AW0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0115
 AW0115.The geoid height was determined by GEOID03.
 AW0115
 AW0115;                    North         East     Units Scale Factor Converg.
 AW0115;SPC TXSC     - 4,140,829.523   974,205.252   MT  0.99987565   +1 52 58.5
 AW0115;SPC TXSC     -13,585,371.53  3,196,205.06   sFT  0.99987565   +1 52 58.5
 AW0115;UTM  15      - 3,215,285.493   290,016.815   MT  1.00014414   -1 02 51.1
 AW0115
 AW0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0115!SPC TXSC     -   1.00000385  x   0.99987565  =   0.99987950
 AW0115!UTM  15      -   1.00000385  x   1.00014414  =   1.00014799
 AW0115
 AW0115:                Primary Azimuth Mark                     Grid Az
 AW0115:SPC TXSC     -  H 69 TX                                  231 50 00.0
 AW0115:UTM  15      -  H 69 TX                                  234 45 49.6
 AW0115
 AW0115|---------------------------------------------------------------------|
 AW0115| PID    Reference Object                     Distance      Geod. Az  |
 AW0115|                                                           dddmmss.s |
 AW0115| AW6808 H 69 TX                             APPROX. 1.2 KM 2334258.5 |
 AW0115|---------------------------------------------------------------------|
 AW0115
 AW0115                          SUPERSEDED SURVEY CONTROL
 AW0115
 AW0115  NAD 83(1986)-  29 02 54.83867(N)    095 09 23.82775(W) AD(       ) 3
 AW0115  NAD 27      -  29 02 53.96189(N)    095 09 23.07899(W) AD(       ) 3
 AW0115  NGVD 29 (??/??/92)    1.952  (m)            6.40   (f) ADJ UNCH    1 1
 AW0115
 AW0115.Superseded values are not recommended for survey control.
 AW0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0115.See file dsdata.txt to determine how the superseded data were derived.
 AW0115
 AW0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9001715285(NAD 83)
 AW0115_MARKER: DB = BENCH MARK DISK
 AW0115_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0115_SP_SET: STAINLESS STEEL ROD
 AW0115_STAMPING: F 1255 1978
 AW0115_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0115+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AW0115
 AW0115  HISTORY     - Date     Condition        Report By
 AW0115  HISTORY     - 1978     MONUMENTED       NGS
 AW0115  HISTORY     - 1979     GOOD             NOS
 AW0115  HISTORY     - 1982     GOOD             NOS
 AW0115  HISTORY     - 1988     GOOD             USPSQD
 AW0115  HISTORY     - 1988     GOOD             USPSQD
 AW0115  HISTORY     - 1988     GOOD             USPSQD
 AW0115  HISTORY     - 1989     GOOD             USPSQD
 AW0115  HISTORY     - 1989     GOOD             USPSQD
 AW0115  HISTORY     - 1989     GOOD             USPSQD
 AW0115  HISTORY     - 1990     GOOD             USPSQD
 AW0115  HISTORY     - 19910518 GOOD             USPSQD
 AW0115  HISTORY     - 20040209 GOOD             USPSQD
 AW0115  HISTORY     - 20050215 GOOD             USPSQD
 AW0115
 AW0115                          STATION DESCRIPTION
 AW0115
 AW0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0115'10.9 MI NE FROM SURFSIDE.
 AW0115'10.9 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF
 AW0115'STATE HIGHWAY 332 IN SURFSIDE, ALSO 3.0 MILES SOUTHWEST FROM THE
 AW0115'SOUTHWEST END OF THE SAN LUIS VACEK BRIDGE AND BM Y 1237,
 AW0115'59 FT SOUTHEAST OF THE CENTERLINE OF THE ROAD, 52 FT NORTHEAST
 AW0115'OF A SHELL ROAD LEADING SOUTHEAST TO THE BEACH, 10 FT NORTH OF A
 AW0115'GALVESTON REALTOR COMPANY SIGN, 2 FT SOUTHWEST OF A POWERLINE
 AW0115'POLE.
 AW0115
 AW0115                          STATION RECOVERY (1979)
 AW0115
 AW0115'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW0115'THE STATION IS LOCATED 2.9 MILES SOUTHWEST OF THE SOUTH SIDE OF
 AW0115'SAN LUIS PASS.
 AW0115'
 AW0115'TO REACH FROM THE SOUTH END OF THE SAN LUIS PASS BRIDGE GO
 AW0115'SOUTHWEST OF COUNTY ROAD 257 FOR 2.9 MILES TO A SHELL ROAD LEFT
 AW0115'AND STATION ON THE LEFT.
 AW0115'
 AW0115'THE STATION IS A STANDARD NGS BENCH MARK DISK STAMPED---F 1255
 AW0115'1979---, CRIMPED TO THE TOP OF A 5/8 INCH STAINLESS STEEL ROD,
 AW0115'ENCASED IN A 4 INCH PLASTIC PIPE WITH CAP. IT IS 58 FEET
 AW0115'EAST-SOUTHEAST OF CENTER OF COUNTY ROAD 257, 57 FEET
 AW0115'NORTHEAST OF THE CENTER OF A SHELL ROAD, 2 FEET NORTH-
 AW0115'NORTHEAST OF A WITNESS POST AND 2 FEET SOUTH-SOUTHWEST
 AW0115'OF A POWER POLE.
 AW0115'
 AW0115'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AW0115
 AW0115                          STATION RECOVERY (1982)
 AW0115
 AW0115'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW0115'STATION RECOVERED IN GOOD CONDITION AS DESCRIBEDIN 1979 BY RHH.
 AW0115
 AW0115                          STATION RECOVERY (1988)
 AW0115
 AW0115'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0115'RECOVERED IN GOOD CONDITION.
 AW0115
 AW0115                          STATION RECOVERY (1988)
 AW0115
 AW0115'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0115'RECOVERED IN GOOD CONDITION.
 AW0115
 AW0115                          STATION RECOVERY (1988)
 AW0115
 AW0115'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0115'RECOVERED IN GOOD CONDITION.
 AW0115
 AW0115                          STATION RECOVERY (1989)
 AW0115
 AW0115'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0115'RECOVERED IN GOOD CONDITION.
 AW0115
 AW0115                          STATION RECOVERY (1989)
 AW0115
 AW0115'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0115'RECOVERED IN GOOD CONDITION.
 AW0115
 AW0115                          STATION RECOVERY (1989)
 AW0115
 AW0115'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0115'RECOVERED IN GOOD CONDITION.
 AW0115
 AW0115                          STATION RECOVERY (1990)
 AW0115
 AW0115'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0115'RECOVERED IN GOOD CONDITION.
 AW0115
 AW0115                          STATION RECOVERY (1991)
 AW0115
 AW0115'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0115'RECOVERED IN GOOD CONDITION.
 AW0115
 AW0115                          STATION RECOVERY (2004)
 AW0115
 AW0115'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0115'GO TO N 29 02 54.8  W 095 09 24.0
 AW0115' 
 AW0115
 AW0115                          STATION RECOVERY (2005)
 AW0115
 AW0115'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0119 ***********************************************************************
 AM0119  DESIGNATION -  F 1256
 AM0119  PID         -  AM0119
 AM0119  STATE/COUNTY-  TX/MATAGORDA
 AM0119  USGS QUAD   -  BAY CITY (1972)
 AM0119
 AM0119                         *CURRENT SURVEY CONTROL
 AM0119  ___________________________________________________________________
 AM0119* NAD 83(1986)-  28 54 20.     (N)    095 57 21.     (W)     SCALED    
 AM0119* NAVD 88     -         9.97   (+/-2cm)      32.7    (feet)  VERTCON   
 AM0119  ___________________________________________________________________
 AM0119  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AM0119
 AM0119  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0119
 AM0119.The horizontal coordinates were scaled from a topographic map and have
 AM0119.an estimated accuracy of +/- 6 seconds.
 AM0119
 AM0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0119.The vertical order pertains to the NGVD 29 superseded value.
 AM0119
 AM0119.The geoid height was determined by GEOID03.
 AM0119
 AM0119;                    North         East    Units  Estimated Accuracy
 AM0119;SPC TXSC     - 4,122,700.      896,820.      MT  (+/- 180 meters Scaled)
 AM0119
 AM0119                          SUPERSEDED SURVEY CONTROL
 AM0119
 AM0119  NGVD 29 (??/??/92)   10.009  (m)           32.84   (f) ADJ UNCH    1 1
 AM0119
 AM0119.Superseded values are not recommended for survey control.
 AM0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0119.See file dsdata.txt to determine how the superseded data were derived.
 AM0119
 AM0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN117011(NAD 83)
 AM0119_MARKER: DB = BENCH MARK DISK
 AM0119_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0119_SP_SET: STAINLESS STEEL ROD
 AM0119_STAMPING: F 1256 1978
 AM0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0119+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0119
 AM0119  HISTORY     - Date     Condition        Report By
 AM0119  HISTORY     - 1978     MONUMENTED       NGS
 AM0119  HISTORY     - 19981115 POOR             USPSQD
 AM0119  HISTORY     - 20060316 GOOD             USPSQD
 AM0119
 AM0119                          STATION DESCRIPTION
 AM0119
 AM0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0119'5.2 MI SOUTH FROM BAY CITH.
 AM0119'5.2 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE MISSOURI PACIFIC
 AM0119'RAILROAD STATION AT BAY CITY, AT THE JUNCTION OF A SHELL ROAD
 AM0119'LEADING EAST, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 13
 AM0119'FEET EAST OF THE CENTER OF A METAL GATE, 3 FEET SOUTH OF A POWER
 AM0119'LINE POLE, 3 FEET WEST OF A FENCE LINE, DRIVEN TO GRADUAL REFUSAL
 AM0119'AT A DEPTH OF 28 FEET.
 AM0119
 AM0119                          STATION RECOVERY (1998)
 AM0119
 AM0119'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0119'MARK RECOVERED IN POOR CONDITION.
 AM0119
 AM0119                          STATION RECOVERY (2006)
 AM0119
 AM0119'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0119'FOUND AS DESCRIBED.  IT IS 1 FOOT NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1828 ***********************************************************************
 AN1828  DESIGNATION -  F 1257
 AN1828  PID         -  AN1828
 AN1828  STATE/COUNTY-  TX/VICTORIA
 AN1828  USGS QUAD   -  MC FADDIN (1987)
 AN1828
 AN1828                         *CURRENT SURVEY CONTROL
 AN1828  ___________________________________________________________________
 AN1828* NAD 83(1986)-  28 32 39.     (N)    097 01 54.     (W)     SCALED    
 AN1828* NAVD 88     -        16.530  (meters)      54.23   (feet)  ADJUSTED  
 AN1828  ___________________________________________________________________
 AN1828  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1828  DYNAMIC HT  -          16.506 (meters)      54.15  (feet)  COMP
 AN1828  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 AN1828
 AN1828  VERT ORDER  -  FIRST     CLASS I
 AN1828
 AN1828.The horizontal coordinates were scaled from a topographic map and have
 AN1828.an estimated accuracy of +/- 6 seconds.
 AN1828
 AN1828.The orthometric height was determined by differential leveling
 AN1828.and adjusted by the National Geodetic Survey in June 1991..
 AN1828
 AN1828.The geoid height was determined by GEOID03.
 AN1828
 AN1828.The dynamic height is computed by dividing the NAVD 88
 AN1828.geopotential number by the normal gravity value computed on the
 AN1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1828.degrees latitude (g = 980.6199 gals.).
 AN1828
 AN1828.The modeled gravity was interpolated from observed gravity values.
 AN1828
 AN1828;                    North         East    Units  Estimated Accuracy
 AN1828;SPC TXSC     - 4,080,400.      792,610.      MT  (+/- 180 meters Scaled)
 AN1828
 AN1828                          SUPERSEDED SURVEY CONTROL
 AN1828
 AN1828  NGVD 29 (??/??/92)   16.669  (m)           54.69   (f) ADJ UNCH    1 1
 AN1828
 AN1828.Superseded values are not recommended for survey control.
 AN1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1828.See file dsdata.txt to determine how the superseded data were derived.
 AN1828
 AN1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS925590(NAD 83)
 AN1828_MARKER: DB = BENCH MARK DISK
 AN1828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1828_SP_SET: BRIDGE
 AN1828_STAMPING: F 1257 1978
 AN1828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1828
 AN1828  HISTORY     - Date     Condition        Report By
 AN1828  HISTORY     - 1978     MONUMENTED       NGS
 AN1828
 AN1828                          STATION DESCRIPTION
 AN1828
 AN1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1828'1.4 MI SW FROM MCFADDIN.
 AN1828'1.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN1828'POST OFFICE AT MCFADDIN, AT RAILROAD TRESTLE NUMBER 2082, SET IN THE
 AN1828'TOP OF AND 1 FT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 AN1828'CONCRETE ABUTMENT, 5 FT NORTHWEST OF THE NORTHWEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1824 ***********************************************************************
 AN1824  DESIGNATION -  F 1258
 AN1824  PID         -  AN1824
 AN1824  STATE/COUNTY-  TX/VICTORIA
 AN1824  USGS QUAD   -  BLOOMINGTON SW (1995)
 AN1824
 AN1824                         *CURRENT SURVEY CONTROL
 AN1824  ___________________________________________________________________
 AN1824* NAD 83(1986)-  28 34 59.     (N)    096 58 17.     (W)     SCALED    
 AN1824* NAVD 88     -        19.104  (meters)      62.68   (feet)  ADJUSTED  
 AN1824  ___________________________________________________________________
 AN1824  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1824  DYNAMIC HT  -          19.076 (meters)      62.59  (feet)  COMP
 AN1824  MODELED GRAV-     979,180.4   (mgal)                       NAVD 88
 AN1824
 AN1824  VERT ORDER  -  FIRST     CLASS I
 AN1824
 AN1824.The horizontal coordinates were scaled from a topographic map and have
 AN1824.an estimated accuracy of +/- 6 seconds.
 AN1824
 AN1824.The orthometric height was determined by differential leveling
 AN1824.and adjusted by the National Geodetic Survey in June 1991..
 AN1824
 AN1824.The geoid height was determined by GEOID03.
 AN1824
 AN1824.The dynamic height is computed by dividing the NAVD 88
 AN1824.geopotential number by the normal gravity value computed on the
 AN1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1824.degrees latitude (g = 980.6199 gals.).
 AN1824
 AN1824.The modeled gravity was interpolated from observed gravity values.
 AN1824
 AN1824;                    North         East    Units  Estimated Accuracy
 AN1824;SPC TXSC     - 4,084,810.      798,430.      MT  (+/- 180 meters Scaled)
 AN1824
 AN1824                          SUPERSEDED SURVEY CONTROL
 AN1824
 AN1824  NGVD 29 (??/??/92)   19.237  (m)           63.11   (f) ADJ UNCH    1 1
 AN1824
 AN1824.Superseded values are not recommended for survey control.
 AN1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1824.See file dsdata.txt to determine how the superseded data were derived.
 AN1824
 AN1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS983634(NAD 83)
 AN1824_MARKER: DB = BENCH MARK DISK
 AN1824_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1824_SP_SET: STAINLESS STEEL ROD
 AN1824_STAMPING: F 1258 1978
 AN1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1824
 AN1824  HISTORY     - Date     Condition        Report By
 AN1824  HISTORY     - 1978     MONUMENTED       NGS
 AN1824
 AN1824                          STATION DESCRIPTION
 AN1824
 AN1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1824'3.3 MI NE FROM MC FADDIN.
 AN1824'3.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN1824'POST OFFICE AT MC FADDIN, AT A PRIVATE ROAD CROSSING, 41 FEET
 AN1824'NORTHWEST OF THE NORTHWEST RAIL, 44 FEET SOUTHWEST OF A FIELD ROAD
 AN1824'LEADING WEST, 2 FEET NORTHWEST OF A POWER LINE POLE, 79 FEET SOUTH
 AN1824'OF THE CENTER OF A METAL GATE AND 2 FEET SOUTHWEST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0071 ***********************************************************************
 AO0071  DESIGNATION -  F 126
 AO0071  PID         -  AO0071
 AO0071  STATE/COUNTY-  TX/LIVE OAK
 AO0071  USGS QUAD   -  OAKVILLE SW (1963)
 AO0071
 AO0071                         *CURRENT SURVEY CONTROL
 AO0071  ___________________________________________________________________
 AO0071* NAD 83(1986)-  28 21 46.     (N)    098 07 48.     (W)     SCALED    
 AO0071* NAVD 88     -        42.238  (meters)     138.58   (feet)  ADJUSTED  
 AO0071  ___________________________________________________________________
 AO0071  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AO0071  DYNAMIC HT  -          42.175 (meters)     138.37  (feet)  COMP
 AO0071  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 AO0071
 AO0071  VERT ORDER  -  SECOND    CLASS 0
 AO0071
 AO0071.The horizontal coordinates were scaled from a topographic map and have
 AO0071.an estimated accuracy of +/- 6 seconds.
 AO0071
 AO0071.The orthometric height was determined by differential leveling
 AO0071.and adjusted by the National Geodetic Survey in June 1991..
 AO0071
 AO0071.The geoid height was determined by GEOID03.
 AO0071
 AO0071.The dynamic height is computed by dividing the NAVD 88
 AO0071.geopotential number by the normal gravity value computed on the
 AO0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0071.degrees latitude (g = 980.6199 gals.).
 AO0071
 AO0071.The modeled gravity was interpolated from observed gravity values.
 AO0071
 AO0071;                    North         East    Units  Estimated Accuracy
 AO0071;SPC TXSC     - 4,059,000.      685,290.      MT  (+/- 180 meters Scaled)
 AO0071
 AO0071                          SUPERSEDED SURVEY CONTROL
 AO0071
 AO0071  NGVD 29 (??/??/92)   42.216  (m)          138.50   (f) ADJ UNCH    2 0
 AO0071
 AO0071.Superseded values are not recommended for survey control.
 AO0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0071.See file dsdata.txt to determine how the superseded data were derived.
 AO0071
 AO0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS852376(NAD 83)
 AO0071_MARKER: DB = BENCH MARK DISK
 AO0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0071_STAMPING: 158.543 F 126 1933
 AO0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0071+STABILITY: SURFACE MOTION
 AO0071
 AO0071  HISTORY     - Date     Condition        Report By
 AO0071  HISTORY     - 1933     MONUMENTED       CGS
 AO0071  HISTORY     - 1934     GOOD             NGS
 AO0071
 AO0071                          STATION DESCRIPTION
 AO0071
 AO0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0071'2.2 MI NW FROM GEORGE WEST.
 AO0071'2.2 MILES NORTHWEST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD
 AO0071'FROM GEORGE WEST, LIVE OAK COUNTY, 2 POLES NORTH OF MILEPOST 86, SOUTH
 AO0071'OF A ROAD CROSSING, 47 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 AO0071'AT A FENCE CORNER.  A STANDARD DISK, ERRONEOUSLY STAMPED 158.543 F 126
 AO0071'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0846 ***********************************************************************
 AO0846  DESIGNATION -  F 126 RESET
 AO0846  PID         -  AO0846
 AO0846  STATE/COUNTY-  TX/LIVE OAK
 AO0846  USGS QUAD   -  OAKVILLE SW (1963)
 AO0846
 AO0846                         *CURRENT SURVEY CONTROL
 AO0846  ___________________________________________________________________
 AO0846* NAD 83(1986)-  28 21 46.     (N)    098 07 48.     (W)     SCALED    
 AO0846* NAVD 88     -        42.14   (meters)     138.3    (feet)  RESET     
 AO0846  ___________________________________________________________________
 AO0846  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AO0846
 AO0846  VERT ORDER  -  THIRD
 AO0846
 AO0846.The horizontal coordinates were scaled from a topographic map and have
 AO0846.an estimated accuracy of +/- 6 seconds.
 AO0846
 AO0846.The orthometric height was computed from unverified reset data.
 AO0846
 AO0846.The geoid height was determined by GEOID03.
 AO0846
 AO0846;                    North         East    Units  Estimated Accuracy
 AO0846;SPC TXSC     - 4,059,000.      685,290.      MT  (+/- 180 meters Scaled)
 AO0846
 AO0846                          SUPERSEDED SURVEY CONTROL
 AO0846
 AO0846.No superseded survey control is available for this station.
 AO0846
 AO0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS852376(NAD 83)
 AO0846_MARKER: DV = VERTICAL CONTROL DISK
 AO0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0846_SP_SET: CONCRETE POST
 AO0846_STAMPING: F 126 RESET 1987
 AO0846_MARK LOGO: NGS   
 AO0846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0846+STABILITY: SURFACE MOTION
 AO0846
 AO0846  HISTORY     - Date     Condition        Report By
 AO0846  HISTORY     - 1987     MONUMENTED       LOCSUR
 AO0846
 AO0846                          STATION DESCRIPTION
 AO0846
 AO0846'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987
 AO0846'LOCATED APPROXIMATELY 3 MILES (4.8 KM) NORTHWEST OF GEORGE WEST, IN
 AO0846'THE RIGHT-OF-WAY OF UNION PACIFIC RAILROAD, 48.8 FEET (14.9 M) N 59
 AO0846'DEG 32 MIN E OF THE CENTERLINE OF THE TRACK, 249 FEET (75.9 M) N 30
 AO0846'DEG 28 MIN W OF MILE POST NUMBER 86, AND 31.2 FEET (9.5 M) S 44 DEG
 AO0846'43 MIN E OF THE CENTERLINE OF A COUNTY ROAD TO LIVE OAK COUNTY
 AO0846'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0107 ***********************************************************************
 AO0107  DESIGNATION -  F 127
 AO0107  PID         -  AO0107
 AO0107  STATE/COUNTY-  TX/MCMULLEN
 AO0107  USGS QUAD   -  TILDEN (1968)
 AO0107
 AO0107                         *CURRENT SURVEY CONTROL
 AO0107  ___________________________________________________________________
 AO0107* NAD 83(1986)-  28 26 30.     (N)    098 33 31.     (W)     SCALED    
 AO0107* NAVD 88     -        99.902  (meters)     327.76   (feet)  ADJUSTED  
 AO0107  ___________________________________________________________________
 AO0107  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AO0107  DYNAMIC HT  -          99.754 (meters)     327.28  (feet)  COMP
 AO0107  MODELED GRAV-     979,161.0   (mgal)                       NAVD 88
 AO0107
 AO0107  VERT ORDER  -  SECOND    CLASS 0
 AO0107
 AO0107.The horizontal coordinates were scaled from a topographic map and have
 AO0107.an estimated accuracy of +/- 6 seconds.
 AO0107
 AO0107.The orthometric height was determined by differential leveling
 AO0107.and adjusted by the National Geodetic Survey in June 1991..
 AO0107
 AO0107.The geoid height was determined by GEOID03.
 AO0107
 AO0107.The dynamic height is computed by dividing the NAVD 88
 AO0107.geopotential number by the normal gravity value computed on the
 AO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0107.degrees latitude (g = 980.6199 gals.).
 AO0107
 AO0107.The modeled gravity was interpolated from observed gravity values.
 AO0107
 AO0107;                    North         East    Units  Estimated Accuracy
 AO0107;SPC TXSC     - 4,067,500.      643,240.      MT  (+/- 180 meters Scaled)
 AO0107
 AO0107                          SUPERSEDED SURVEY CONTROL
 AO0107
 AO0107  NGVD 29 (??/??/92)   99.867  (m)          327.65   (f) ADJ UNCH    2 0
 AO0107
 AO0107.Superseded values are not recommended for survey control.
 AO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0107.See file dsdata.txt to determine how the superseded data were derived.
 AO0107
 AO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS432462(NAD 83)
 AO0107_MARKER: DB = BENCH MARK DISK
 AO0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0107_STAMPING: 327.631 F 127 1933
 AO0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0107+STABILITY: SURFACE MOTION
 AO0107
 AO0107  HISTORY     - Date     Condition        Report By
 AO0107  HISTORY     - 1933     MONUMENTED       CGS
 AO0107  HISTORY     - 1941     GOOD             NGS
 AO0107
 AO0107                          STATION DESCRIPTION
 AO0107
 AO0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AO0107'1.5 MI SW FROM TILDEN.
 AO0107'1.5 MILES SOUTHWEST ALONG THE ROAD LEADING TO FOWLERTON FROM TILDEN,
 AO0107'MCMULLEN COUNTY, AT THE TOP OF THE SUMMIT AT A DIP IN THE ROAD TO THE
 AO0107'SOUTHWEST, AND 40 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  A
 AO0107'STANDARD DISK, STAMPED 327.631 F 127 1933 AND SET IN THE TOP OF A
 AO0107'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0082 ***********************************************************************
 AH0082  DESIGNATION -  F 1271
 AH0082  PID         -  AH0082
 AH0082  STATE/COUNTY-  TX/NUECES
 AH0082  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0082
 AH0082                         *CURRENT SURVEY CONTROL
 AH0082  ___________________________________________________________________
 AH0082* NAD 83(1986)-  27 48 20.     (N)    097 23 49.     (W)     SCALED    
 AH0082* NAVD 88     -         4.347  (meters)      14.26   (feet)  ADJUSTED  
 AH0082  ___________________________________________________________________
 AH0082  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH0082  DYNAMIC HT  -           4.340 (meters)      14.24  (feet)  COMP
 AH0082  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 AH0082
 AH0082  VERT ORDER  -  FIRST     CLASS I
 AH0082
 AH0082.The horizontal coordinates were scaled from a topographic map and have
 AH0082.an estimated accuracy of +/- 6 seconds.
 AH0082
 AH0082.The orthometric height was determined by differential leveling
 AH0082.and adjusted by the National Geodetic Survey in June 1991..
 AH0082
 AH0082.The geoid height was determined by GEOID03.
 AH0082
 AH0082.The dynamic height is computed by dividing the NAVD 88
 AH0082.geopotential number by the normal gravity value computed on the
 AH0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0082.degrees latitude (g = 980.6199 gals.).
 AH0082
 AH0082.The modeled gravity was interpolated from observed gravity values.
 AH0082
 AH0082;                    North         East    Units  Estimated Accuracy
 AH0082;SPC TX S     - 5,237,450.      408,690.      MT  (+/- 180 meters Scaled)
 AH0082
 AH0082                          SUPERSEDED SURVEY CONTROL
 AH0082
 AH0082.No superseded survey control is available for this station.
 AH0082
 AH0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR579766(NAD 83)
 AH0082_MARKER: DV = VERTICAL CONTROL DISK
 AH0082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH0082_SP_SET: ABUTMENT
 AH0082_STAMPING: F 1271 1978
 AH0082_MARK LOGO: NGS   
 AH0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0082+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1997
 AH0082
 AH0082  HISTORY     - Date     Condition        Report By
 AH0082  HISTORY     - 1978     MONUMENTED       NGS
 AH0082  HISTORY     - 19910709 GOOD             USPSQD
 AH0082  HISTORY     - 19970220 GOOD             NGS
 AH0082
 AH0082                          STATION DESCRIPTION
 AH0082
 AH0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0082'IN CORPUS CHRISTI.
 AH0082'SET IN TOP OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE ABUTMENT OF
 AH0082'THE CORPUS CHRISTI HARBOR BRIDGE, 20 FEET EAST OF THE CENTERLINE OF
 AH0082'THE NORTHBOUND LANE OF U. S. HIGHWAY 181.
 AH0082
 AH0082                          STATION RECOVERY (1991)
 AH0082
 AH0082'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0082'RECOVERED IN GOOD CONDITION.
 AH0082
 AH0082                          STATION RECOVERY (1997)
 AH0082
 AH0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0082'IN CORPUS CHRISTI, AT THE INTERSECTION OF U.S.  HIGHWAY 181 AND
 AH0082'FITZGERALD STREET, IN TOP OF AND 0.4 M (1.3 FT) WEST OF THE EAST END
 AH0082'OF THE SOUTH CONCRETE ABUTMENT OF THE HIGH RISE BRIDGE SPANNING THE
 AH0082'CORPUS CHRISTI SHIP CHANNEL, 6.7 M (22.0 FT) EAST OF THE CENTER OF THE
 AH0082'NORTHBOUND LANES OF THE HIGHWAY, 4.7 M (15.4 FT) SOUTH OF THE EXTENDED
 AH0082'STREET CENTER, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0015 ***********************************************************************
 AH0015  DESIGNATION -  F 1272
 AH0015  PID         -  AH0015
 AH0015  STATE/COUNTY-  TX/NUECES
 AH0015  USGS QUAD   -  ANNAVILLE (1975)
 AH0015
 AH0015                         *CURRENT SURVEY CONTROL
 AH0015  ___________________________________________________________________
 AH0015* NAD 83(1986)-  27 50 55.     (N)    097 37 01.     (W)     SCALED    
 AH0015* NAVD 88     -        18.764  (meters)      61.56   (feet)  ADJUSTED  
 AH0015  ___________________________________________________________________
 AH0015  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH0015  DYNAMIC HT  -          18.735 (meters)      61.47  (feet)  COMP
 AH0015  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 AH0015
 AH0015  VERT ORDER  -  FIRST     CLASS I
 AH0015
 AH0015.The horizontal coordinates were scaled from a topographic map and have
 AH0015.an estimated accuracy of +/- 6 seconds.
 AH0015
 AH0015.The orthometric height was determined by differential leveling
 AH0015.and adjusted by the National Geodetic Survey in June 1991..
 AH0015
 AH0015.The geoid height was determined by GEOID03.
 AH0015
 AH0015.The dynamic height is computed by dividing the NAVD 88
 AH0015.geopotential number by the normal gravity value computed on the
 AH0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0015.degrees latitude (g = 980.6199 gals.).
 AH0015
 AH0015.The modeled gravity was interpolated from observed gravity values.
 AH0015
 AH0015;                    North         East    Units  Estimated Accuracy
 AH0015;SPC TX S     - 5,242,060.      386,980.      MT  (+/- 180 meters Scaled)
 AH0015
 AH0015                          SUPERSEDED SURVEY CONTROL
 AH0015
 AH0015  NGVD 29 (??/??/92)   18.909  (m)           62.04   (f) ADJ UNCH    1 1
 AH0015
 AH0015.Superseded values are not recommended for survey control.
 AH0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0015.See file dsdata.txt to determine how the superseded data were derived.
 AH0015
 AH0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR361812(NAD 83)
 AH0015_MARKER: DB = BENCH MARK DISK
 AH0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0015_SP_SET: RETAINING WALL
 AH0015_STAMPING: F 1272 1978
 AH0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0015
 AH0015  HISTORY     - Date     Condition        Report By
 AH0015  HISTORY     - 1978     MONUMENTED       NGS
 AH0015  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0015
 AH0015                          STATION DESCRIPTION
 AH0015
 AH0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0015'0.9 MI EAST FROM FIVE POINTS.
 AH0015'0.9 MILE EAST ALONG COUNTY ROAD 624 FROM THE JUNCTION OF U. S.
 AH0015'HIGHWAY 77 AT FIVE POINTS, AT BOWIE POWER PLANT, SET IN THE TOP
 AH0015'AND 1 FOOT SOUTH OF THE NORTH END OF A RETAINING WALL OF THE POWER
 AH0015'PLANT, 150 FEET SOUTH OF THE JUNCTION OF THE ROAD AND THE RAILROAD
 AH0015'TRACK, AT THE NORTHEAST END OF A CHAIN-LINK FENCE, 10 FEET WEST
 AH0015'OF THE CENTER OF A SPUR LINE TO THE POWER PLANT.
 AH0015
 AH0015                          STATION RECOVERY (2001)
 AH0015
 AH0015'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0012 ***********************************************************************
 AW0012  DESIGNATION -  F 1274
 AW0012  PID         -  AW0012
 AW0012  STATE/COUNTY-  TX/BRAZORIA
 AW0012  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0012
 AW0012                         *CURRENT SURVEY CONTROL
 AW0012  ___________________________________________________________________
 AW0012* NAD 83(1986)-  29 11 51.     (N)    095 14 46.     (W)     SCALED    
 AW0012* NAVD 88     -         4.94   (+/-2cm)      16.2    (feet)  VERTCON   
 AW0012  ___________________________________________________________________
 AW0012  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AW0012
 AW0012  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0012
 AW0012.The horizontal coordinates were scaled from a topographic map and have
 AW0012.an estimated accuracy of +/- 6 seconds.
 AW0012
 AW0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0012.The vertical order pertains to the NGVD 29 superseded value.
 AW0012
 AW0012.The geoid height was determined by GEOID03.
 AW0012
 AW0012;                    North         East    Units  Estimated Accuracy
 AW0012;SPC TXSC     - 4,157,040.      964,970.      MT  (+/- 180 meters Scaled)
 AW0012
 AW0012                          SUPERSEDED SURVEY CONTROL
 AW0012
 AW0012  NGVD 29 (??/??/92)    4.942  (m)           16.21   (f) ADJ UNCH    1 1
 AW0012
 AW0012.Superseded values are not recommended for survey control.
 AW0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0012.See file dsdata.txt to determine how the superseded data were derived.
 AW0012
 AW0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN816319(NAD 83)
 AW0012_MARKER: DB = BENCH MARK DISK
 AW0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0012_SP_SET: FOUNDATION
 AW0012_STAMPING: F 1274 1978
 AW0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0012+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0012
 AW0012  HISTORY     - Date     Condition        Report By
 AW0012  HISTORY     - 1978     MONUMENTED       NGS
 AW0012  HISTORY     - 20040319 GOOD             USPSQD
 AW0012
 AW0012                          STATION DESCRIPTION
 AW0012
 AW0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0012'8.3 MI SE FROM LIVERPOOL.
 AW0012'8.3 MILES SOUTHEAST ALONG A PAVED ROAD, TURNING TO SHELL ROAD FROM
 AW0012'THE POST OFFICE IN LIVERPOOL, AT THE JUNCTION OF A FIELD ENTRANCE
 AW0012'ROAD AND PIPE LINE CROSSING, 22 FEET SOUTHEAST OF THE CENTER
 AW0012'OF THE ROAD, 26 FEET NORTHEAST OF A WIRE FENCE, 18 FEET SOUTHEAST
 AW0012'OF THE ROAD, 26 FEET NORTHWEST OF A WIRE FENCE, 18 FEET SOUTHWEST
 AW0012'OF A FIELD ENTRANCE ROAD. SET IN TOP OF A 2.5 BY 2.5 FT CONCRETE
 AW0012'FOUNDATION FOR A LAMP POLE, 22 FEET SOUTHEAST OF THE PIPE LINE.
 AW0012
 AW0012                          STATION RECOVERY (2004)
 AW0012
 AW0012'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1945 ***********************************************************************
 AW1945  DESIGNATION -  F 1276
 AW1945  PID         -  AW1945
 AW1945  STATE/COUNTY-  TX/HARRIS
 AW1945  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1945
 AW1945                         *CURRENT SURVEY CONTROL
 AW1945  ___________________________________________________________________
 AW1945* NAD 83(1986)-  29 35 31.     (N)    095 10 08.     (W)     SCALED    
 AW1945* NAVD 88     -         7.792  (meters)      25.56   (feet)  ADJUSTED  
 AW1945  ___________________________________________________________________
 AW1945  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1945  DYNAMIC HT  -           7.781 (meters)      25.53  (feet)  COMP
 AW1945  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW1945
 AW1945  VERT ORDER  -  FIRST     CLASS II
 AW1945
 AW1945.The horizontal coordinates were scaled from a topographic map and have
 AW1945.an estimated accuracy of +/- 6 seconds.
 AW1945
 AW1945.The orthometric height was determined by differential leveling
 AW1945.and adjusted by the National Geodetic Survey in June 1991..
 AW1945
 AW1945.The geoid height was determined by GEOID03.
 AW1945
 AW1945.The dynamic height is computed by dividing the NAVD 88
 AW1945.geopotential number by the normal gravity value computed on the
 AW1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1945.degrees latitude (g = 980.6199 gals.).
 AW1945
 AW1945.The modeled gravity was interpolated from observed gravity values.
 AW1945
 AW1945;                    North         East    Units  Estimated Accuracy
 AW1945;SPC TXSC     - 4,200,980.      971,040.      MT  (+/- 180 meters Scaled)
 AW1945
 AW1945                          SUPERSEDED SURVEY CONTROL
 AW1945
 AW1945  NGVD 29 (12/23/87)    7.789  (m)           25.55   (f) ADJUSTED    1 2
 AW1945
 AW1945.Superseded values are not recommended for survey control.
 AW1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1945.See file dsdata.txt to determine how the superseded data were derived.
 AW1945
 AW1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN899755(NAD 83)
 AW1945_MARKER: I = METAL ROD
 AW1945_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1945_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1945_STAMPING: F 1276 1978
 AW1945_MARK LOGO: NGS   
 AW1945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1945+STABILITY: POSITION/ELEVATION WELL
 AW1945
 AW1945  HISTORY     - Date     Condition        Report By
 AW1945  HISTORY     - 1978     MONUMENTED       NGS
 AW1945  HISTORY     - 1981     GOOD             NGS
 AW1945  HISTORY     - 1985     GOOD             USPSQD
 AW1945  HISTORY     - 1986     GOOD             NGS
 AW1945  HISTORY     - 1987     GOOD             USPSQD
 AW1945  HISTORY     - 1987     GOOD             USPSQD
 AW1945  HISTORY     - 1987     GOOD             USPSQD
 AW1945  HISTORY     - 1987     GOOD             USPSQD
 AW1945  HISTORY     - 1987     GOOD             USPSQD
 AW1945  HISTORY     - 1987     GOOD             USPSQD
 AW1945  HISTORY     - 1987     GOOD             USPSQD
 AW1945  HISTORY     - 1987     GOOD             USPSQD
 AW1945  HISTORY     - 1987     GOOD             USPSQD
 AW1945  HISTORY     - 1987     GOOD             USPSQD
 AW1945  HISTORY     - 1987     GOOD             USPSQD
 AW1945  HISTORY     - 19870405 GOOD             USPSQD
 AW1945  HISTORY     - 19870412 GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1988     GOOD             USPSQD
 AW1945  HISTORY     - 1989     GOOD             USPSQD
 AW1945  HISTORY     - 1989     GOOD             USPSQD
 AW1945  HISTORY     - 1989     GOOD             USPSQD
 AW1945  HISTORY     - 1989     GOOD             USPSQD
 AW1945  HISTORY     - 1989     GOOD             USPSQD
 AW1945  HISTORY     - 1989     GOOD             USPSQD
 AW1945  HISTORY     - 1989     GOOD             USPSQD
 AW1945  HISTORY     - 1989     GOOD             USPSQD
 AW1945  HISTORY     - 1989     GOOD             USPSQD
 AW1945  HISTORY     - 1989     GOOD             USPSQD
 AW1945  HISTORY     - 1989     GOOD             USPSQD
 AW1945  HISTORY     - 1989     GOOD             USPSQD
 AW1945  HISTORY     - 1989     GOOD             USPSQD
 AW1945  HISTORY     - 1990     GOOD             USPSQD
 AW1945  HISTORY     - 1990     GOOD             USPSQD
 AW1945  HISTORY     - 19940219 GOOD             USPSQD
 AW1945  HISTORY     - 20000124 MARK NOT FOUND   USPSQD
 AW1945  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1945  HISTORY     - 20050828 MARK NOT FOUND   USPSQD
 AW1945
 AW1945                          STATION DESCRIPTION
 AW1945
 AW1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1945'4.7 MI NW FROM WEBSTER.
 AW1945'ABOUT 4.7 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1945'NASA 1 IN WEBSTER, 33 FEET NORTHWEST OF G 1276, 82 FEET NORTHEAST OF
 AW1945'THE CENTERLINE OF THE HIGHWAY, AND 10 FEET SOUTHWEST OF THE SOUTHWEST
 AW1945'RAIL OF THE GALVESTON, HOUSTON AND HENDERSON RAILROAD.  THE SLEEVE IS
 AW1945'30 FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1945
 AW1945                          STATION RECOVERY (1981)
 AW1945
 AW1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1985)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1986)
 AW1945
 AW1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1987)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1987)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1987)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1987)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1987)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1987)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1987)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1987)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1987)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1987)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1987)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1987)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1987)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1988)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1989)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1989)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1989)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1989)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1989)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1989)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1989)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1989)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1989)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1989)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1989)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1989)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1989)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1990)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1990)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (1994)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1945'RECOVERED IN GOOD CONDITION.
 AW1945
 AW1945                          STATION RECOVERY (2000)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1945'MARK NOT FOUND.
 AW1945
 AW1945                          STATION RECOVERY (2001)
 AW1945
 AW1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1945'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1945
 AW1945                          STATION RECOVERY (2005)
 AW1945
 AW1945'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1945'MEASURED THE DISTANCE AND PROBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1959 ***********************************************************************
 AW1959  DESIGNATION -  F 1277
 AW1959  PID         -  AW1959
 AW1959  STATE/COUNTY-  TX/HARRIS
 AW1959  USGS QUAD   -  HIGHLANDS (1995)
 AW1959
 AW1959                         *CURRENT SURVEY CONTROL
 AW1959  ___________________________________________________________________
 AW1959* NAD 83(1986)-  29 45 39.     (N)    095 04 54.     (W)     SCALED    
 AW1959* NAVD 88     -         0.814  (meters)       2.67   (feet)  ADJUSTED  
 AW1959  ___________________________________________________________________
 AW1959  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1959  DYNAMIC HT  -           0.813 (meters)       2.67  (feet)  COMP
 AW1959  MODELED GRAV-     979,287.8   (mgal)                       NAVD 88
 AW1959
 AW1959  VERT ORDER  -  FIRST     CLASS II
 AW1959
 AW1959.The horizontal coordinates were scaled from a topographic map and have
 AW1959.an estimated accuracy of +/- 6 seconds.
 AW1959
 AW1959.The orthometric height was determined by differential leveling
 AW1959.and adjusted by the National Geodetic Survey in June 1991..
 AW1959
 AW1959.The geoid height was determined by GEOID03.
 AW1959
 AW1959.The dynamic height is computed by dividing the NAVD 88
 AW1959.geopotential number by the normal gravity value computed on the
 AW1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1959.degrees latitude (g = 980.6199 gals.).
 AW1959
 AW1959.The modeled gravity was interpolated from observed gravity values.
 AW1959
 AW1959;                    North         East    Units  Estimated Accuracy
 AW1959;SPC TXSC     - 4,219,970.      978,860.      MT  (+/- 180 meters Scaled)
 AW1959
 AW1959                          SUPERSEDED SURVEY CONTROL
 AW1959
 AW1959  NGVD 29 (12/23/87)    0.811  (m)            2.66   (f) ADJUSTED    1 2
 AW1959
 AW1959.Superseded values are not recommended for survey control.
 AW1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1959.See file dsdata.txt to determine how the superseded data were derived.
 AW1959
 AW1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN987941(NAD 83)
 AW1959_MARKER: DB = BENCH MARK DISK
 AW1959_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1959_SP_SET: STAINLESS STEEL ROD
 AW1959_STAMPING: F 1277 1978
 AW1959_MARK LOGO: NGS   
 AW1959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1959+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AW1959
 AW1959  HISTORY     - Date     Condition        Report By
 AW1959  HISTORY     - 1978     MONUMENTED       NGS
 AW1959  HISTORY     - 1986     GOOD             NGS
 AW1959  HISTORY     - 1989     GOOD             USPSQD
 AW1959  HISTORY     - 19940801 GOOD             USPSQD
 AW1959  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1959  HISTORY     - 20040426 GOOD             USPSQD
 AW1959  HISTORY     - 20050704 GOOD             USPSQD
 AW1959
 AW1959                          STATION DESCRIPTION
 AW1959
 AW1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1959'IN LYNCHBURG.
 AW1959'IN LYNCHBURG, 0.1 MILE SOUTHWEST OF THE SOUTH FERRY LANDING, 20.5
 AW1959'FEET SOUTHWEST OF POWER POLE NUMBER H14J-40T, 20 FEET NORTHWEST OF
 AW1959'THE CENTERLINE OF THE NORTH DRIVEWAY TO LYNCHBURG CROSSING RESTAURANT,
 AW1959'19 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 134, AND 1.5 FEET
 AW1959'SOUTHEAST OF A POWER POLE WITH A STREET LIGHT.
 AW1959
 AW1959                          STATION RECOVERY (1986)
 AW1959
 AW1959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1959'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADQUATE WITH
 AW1959'THE FOLLOWING CORRECTIONS. DELETE MEASUREMENT TO POWER POLE NO.
 AW1959'H14J-40T. ADD--6.19 METERS (20.3 FT) NORTHWEST OF UTILITY POLE NUMBER
 AW1959'4406 WITH ONE GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW1959'5-INCH LOGO CAP.
 AW1959'THE MARK IS 0.25 METERS  NW FROM  A WITNESS POST
 AW1959
 AW1959                          STATION RECOVERY (1989)
 AW1959
 AW1959'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1959'RECOVERED IN GOOD CONDITION.
 AW1959
 AW1959                          STATION RECOVERY (1994)
 AW1959
 AW1959'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1959'RECOVERED IN GOOD CONDITION.
 AW1959
 AW1959                          STATION RECOVERY (2001)
 AW1959
 AW1959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1959'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1959
 AW1959                          STATION RECOVERY (2004)
 AW1959
 AW1959'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1959'GO TO N29 45 40.7 W095 04 51.7. OLD STEEL PSOT FROM METAL WITNESS POST
 AW1959'IS STILL THERE. NOTE THE OFFICAL PUBLISHED LO. PUTS THIS MARK ON THE
 AW1959'WEST SIDE OF HW134.  THE MARK IS ON THE EAST SIDE OF HW134.
 AW1959
 AW1959                          STATION RECOVERY (2005)
 AW1959
 AW1959'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1959'GO TO N29 45 40.7 W095 04 51.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2045 ***********************************************************************
 AW2045  DESIGNATION -  F 1278
 AW2045  PID         -  AW2045
 AW2045  STATE/COUNTY-  TX/HARRIS
 AW2045  USGS QUAD   -  ALMEDA (1995)
 AW2045
 AW2045                         *CURRENT SURVEY CONTROL
 AW2045  ___________________________________________________________________
 AW2045* NAD 83(1986)-  29 36 10.     (N)    095 25 28.     (W)     SCALED    
 AW2045* NAVD 88     -        16.613  (meters)      54.50   (feet)  ADJUSTED  
 AW2045  ___________________________________________________________________
 AW2045  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW2045  DYNAMIC HT  -          16.590 (meters)      54.43  (feet)  COMP
 AW2045  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 AW2045
 AW2045  VERT ORDER  -  FIRST     CLASS II
 AW2045
 AW2045.The horizontal coordinates were scaled from a topographic map and have
 AW2045.an estimated accuracy of +/- 6 seconds.
 AW2045
 AW2045.The orthometric height was determined by differential leveling
 AW2045.and adjusted by the National Geodetic Survey in June 1991..
 AW2045
 AW2045.The geoid height was determined by GEOID03.
 AW2045
 AW2045.The dynamic height is computed by dividing the NAVD 88
 AW2045.geopotential number by the normal gravity value computed on the
 AW2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2045.degrees latitude (g = 980.6199 gals.).
 AW2045
 AW2045.The modeled gravity was interpolated from observed gravity values.
 AW2045
 AW2045;                    North         East    Units  Estimated Accuracy
 AW2045;SPC TXSC     - 4,201,400.      946,260.      MT  (+/- 180 meters Scaled)
 AW2045
 AW2045                          SUPERSEDED SURVEY CONTROL
 AW2045
 AW2045  NGVD 29 (12/23/87)   16.609  (m)           54.49   (f) ADJUSTED    1 2
 AW2045
 AW2045.Superseded values are not recommended for survey control.
 AW2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2045.See file dsdata.txt to determine how the superseded data were derived.
 AW2045
 AW2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN652772(NAD 83)
 AW2045_MARKER: DB = BENCH MARK DISK
 AW2045_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2045_SP_SET: STAINLESS STEEL ROD
 AW2045_STAMPING: F 1278 1978
 AW2045_MARK LOGO: NGS   
 AW2045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2045+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2045
 AW2045  HISTORY     - Date     Condition        Report By
 AW2045  HISTORY     - 1978     MONUMENTED       NGS
 AW2045  HISTORY     - 1987     GOOD             NGS
 AW2045  HISTORY     - 1989     GOOD             USPSQD
 AW2045  HISTORY     - 1989     GOOD             USPSQD
 AW2045  HISTORY     - 1989     GOOD             USPSQD
 AW2045  HISTORY     - 19900805 GOOD             USPSQD
 AW2045  HISTORY     - 19901208 GOOD             USPSQD
 AW2045  HISTORY     - 19941022 GOOD             USPSQD
 AW2045  HISTORY     - 20040216 GOOD             USPSQD
 AW2045  HISTORY     - 20050217 GOOD             USPSQD
 AW2045
 AW2045                          STATION DESCRIPTION
 AW2045
 AW2045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2045'0.2 MI SOUTH FROM ALMEDA.
 AW2045'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 288 (ALMEDA ROAD) FROM THE
 AW2045'JUNCTION OF ANDERSON ROAD IN ALMEDA, 79 FEET NORTH OF THE EXTENDED
 AW2045'CENTERLINE OF FOXSHIRE STREET, 48.5 FEET EAST OF THE CENTERLINE OF
 AW2045'THE HIGHWAY, 43 FEET WEST OF THE WEST RAIL OF MISSOURI PACIFIC RAIL-
 AW2045'ROAD, AND 2 FEET NORTH OF A POWER POLE.
 AW2045
 AW2045                          STATION RECOVERY (1987)
 AW2045
 AW2045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2045'RECOVERED IN GOOD CONDITION.
 AW2045
 AW2045                          STATION RECOVERY (1989)
 AW2045
 AW2045'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2045'RECOVERED IN GOOD CONDITION.
 AW2045
 AW2045                          STATION RECOVERY (1989)
 AW2045
 AW2045'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2045'RECOVERED IN GOOD CONDITION.
 AW2045
 AW2045                          STATION RECOVERY (1989)
 AW2045
 AW2045'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2045'RECOVERED IN GOOD CONDITION.
 AW2045
 AW2045                          STATION RECOVERY (1990)
 AW2045
 AW2045'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2045'RECOVERED IN GOOD CONDITION.
 AW2045
 AW2045                          STATION RECOVERY (1990)
 AW2045
 AW2045'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2045'RECOVERED IN GOOD CONDITION.
 AW2045
 AW2045                          STATION RECOVERY (1994)
 AW2045
 AW2045'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2045'RECOVERED IN GOOD CONDITION.
 AW2045
 AW2045                          STATION RECOVERY (2004)
 AW2045
 AW2045'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2045'GO TO N 29 36 09.6 W 095 25 27.1
 AW2045
 AW2045                          STATION RECOVERY (2005)
 AW2045
 AW2045'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2298 ***********************************************************************
 AW2298  DESIGNATION -  F 1279
 AW2298  PID         -  AW2298
 AW2298  STATE/COUNTY-  TX/HARRIS
 AW2298  USGS QUAD   -  BELLAIRE (1995)
 AW2298
 AW2298                         *CURRENT SURVEY CONTROL
 AW2298  ___________________________________________________________________
 AW2298* NAD 83(1986)-  29 39 06.     (N)    095 27 16.     (W)     SCALED    
 AW2298* NAVD 88     -        18.613  (meters)      61.07   (feet)  ADJUSTED  
 AW2298  ___________________________________________________________________
 AW2298  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2298  DYNAMIC HT  -          18.588 (meters)      60.98  (feet)  COMP
 AW2298  MODELED GRAV-     979,276.3   (mgal)                       NAVD 88
 AW2298
 AW2298  VERT ORDER  -  FIRST     CLASS II
 AW2298
 AW2298.The horizontal coordinates were scaled from a topographic map and have
 AW2298.an estimated accuracy of +/- 6 seconds.
 AW2298
 AW2298.The orthometric height was determined by differential leveling
 AW2298.and adjusted by the National Geodetic Survey in June 1991..
 AW2298
 AW2298.The geoid height was determined by GEOID03.
 AW2298
 AW2298.The dynamic height is computed by dividing the NAVD 88
 AW2298.geopotential number by the normal gravity value computed on the
 AW2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2298.degrees latitude (g = 980.6199 gals.).
 AW2298
 AW2298.The modeled gravity was interpolated from observed gravity values.
 AW2298
 AW2298;                    North         East    Units  Estimated Accuracy
 AW2298;SPC TXSC     - 4,206,720.      943,190.      MT  (+/- 180 meters Scaled)
 AW2298
 AW2298                          SUPERSEDED SURVEY CONTROL
 AW2298
 AW2298  NGVD 29 (12/23/87)   18.609  (m)           61.05   (f) ADJUSTED    1 2
 AW2298
 AW2298.Superseded values are not recommended for survey control.
 AW2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2298.See file dsdata.txt to determine how the superseded data were derived.
 AW2298
 AW2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN624827(NAD 83)
 AW2298_MARKER: DB = BENCH MARK DISK
 AW2298_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2298_SP_SET: COPPER-CLAD STEEL ROD
 AW2298_STAMPING: F 1279 1978
 AW2298_MARK LOGO: NGS   
 AW2298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2298
 AW2298  HISTORY     - Date     Condition        Report By
 AW2298  HISTORY     - 1978     MONUMENTED       NGS
 AW2298  HISTORY     - 1986     GOOD             NGS
 AW2298  HISTORY     - 19940814 GOOD             USPSQD
 AW2298
 AW2298                          STATION DESCRIPTION
 AW2298
 AW2298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2298'7.2 MI SW FROM HOUSTON.
 AW2298'ABOUT 7.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 AW2298'FROM THE CROSSING OF SOUTH PARK BOULEVARD IN HOUSTON, ALSO, 0.6
 AW2298'MILE NORTHEAST ALONG U.S. HIGHWAY 90 ALTERNATE FROM THE JUNCTION WITH
 AW2298'SOUTH POST OAK ROAD, 4 POLES NORTHEAST OF MILE POST 13, 43 FEET NORTH-
 AW2298'WEST OF A POWER POLE WITH A TRANSFORMER, 41 FEET NORTHWEST OF THE
 AW2298'CENTERLINE OF THE WEST LANES OF THE HIGHWAY, 7 FEET NORTHEAST OF A
 AW2298'TELEPHONE POLE, AND 38.5 FEET SOUTHEAST OF THE SOUTH RAIL.  NOTE=A
 AW2298'NEW DISK WAS CRIMPED ON THE TOP OF THE ROD OF S 1211 1973.  THE DISK
 AW2298'WAS BADLY BENT AND COULD NOT BE USED FOR LEVELING.
 AW2298
 AW2298                          STATION RECOVERY (1986)
 AW2298
 AW2298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2298'RECOVERED IN GOOD CONDITION.
 AW2298
 AW2298                          STATION RECOVERY (1994)
 AW2298
 AW2298'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0242 ***********************************************************************
 AO0242  DESIGNATION -  F 128
 AO0242  PID         -  AO0242
 AO0242  STATE/COUNTY-  TX/LA SALLE
 AO0242  USGS QUAD   -  MILLETT (1974)
 AO0242
 AO0242                         *CURRENT SURVEY CONTROL
 AO0242  ___________________________________________________________________
 AO0242* NAD 83(1986)-  28 30 21.     (N)    099 10 16.     (W)     SCALED    
 AO0242* NAVD 88     -       166.561  (meters)     546.46   (feet)  ADJUSTED  
 AO0242  ___________________________________________________________________
 AO0242  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AO0242  DYNAMIC HT  -         166.312 (meters)     545.64  (feet)  COMP
 AO0242  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 AO0242
 AO0242  VERT ORDER  -  FIRST     CLASS II
 AO0242
 AO0242.The horizontal coordinates were scaled from a topographic map and have
 AO0242.an estimated accuracy of +/- 6 seconds.
 AO0242
 AO0242.The orthometric height was determined by differential leveling
 AO0242.and adjusted by the National Geodetic Survey in June 1991..
 AO0242.WARNING-Repeat measurements at this control monument indicate possible
 AO0242.vertical movement.
 AO0242
 AO0242.The geoid height was determined by GEOID03.
 AO0242
 AO0242.The dynamic height is computed by dividing the NAVD 88
 AO0242.geopotential number by the normal gravity value computed on the
 AO0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0242.degrees latitude (g = 980.6199 gals.).
 AO0242
 AO0242.The modeled gravity was interpolated from observed gravity values.
 AO0242
 AO0242;                    North         East    Units  Estimated Accuracy
 AO0242;SPC TXSC     - 4,074,550.      583,250.      MT  (+/- 180 meters Scaled)
 AO0242
 AO0242                          SUPERSEDED SURVEY CONTROL
 AO0242
 AO0242  NGVD 29 (??/??/92)  166.43   (m)          546.0    (f) COMPUTED    1 2
 AO0242
 AO0242.Superseded values are not recommended for survey control.
 AO0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0242.See file dsdata.txt to determine how the superseded data were derived.
 AO0242
 AO0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS832532(NAD 83)
 AO0242_MARKER: DB = BENCH MARK DISK
 AO0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0242_STAMPING: F 128 1933 546.183
 AO0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0242+STABILITY: SURFACE MOTION
 AO0242
 AO0242  HISTORY     - Date     Condition        Report By
 AO0242  HISTORY     - 1933     MONUMENTED       CGS
 AO0242  HISTORY     - 1957     GOOD             NGS
 AO0242  HISTORY     - 1958     GOOD             NGS
 AO0242
 AO0242                          STATION DESCRIPTION
 AO0242
 AO0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0242'2.8 MI E FROM GARDENDALE.
 AO0242'2.8 MILES EAST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0242'THE STATION AT GARDENDALE, 66.4 FEET NORTHEAST OF THE 5TH POLE WEST OF
 AO0242'MILEPOST 102, 37 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.4 FEET EAST
 AO0242'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AO0242'0.7 FOOT ABOVE THE GROUND.
 AO0242
 AO0242                          STATION RECOVERY (1958)
 AO0242
 AO0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2159 ***********************************************************************
 AW2159  DESIGNATION -  F 1280
 AW2159  PID         -  AW2159
 AW2159  STATE/COUNTY-  TX/FORT BEND
 AW2159  USGS QUAD   -  RICHMOND NE (1980)
 AW2159
 AW2159                         *CURRENT SURVEY CONTROL
 AW2159  ___________________________________________________________________
 AW2159* NAD 83(1986)-  29 41 45.     (N)    095 49 53.     (W)     SCALED    
 AW2159* NAVD 88     -        38.821  (meters)     127.37   (feet)  ADJUSTED  
 AW2159  ___________________________________________________________________
 AW2159  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW2159  DYNAMIC HT  -          38.768 (meters)     127.19  (feet)  COMP
 AW2159  MODELED GRAV-     979,271.2   (mgal)                       NAVD 88
 AW2159
 AW2159  VERT ORDER  -  FIRST     CLASS II
 AW2159
 AW2159.The horizontal coordinates were scaled from a topographic map and have
 AW2159.an estimated accuracy of +/- 6 seconds.
 AW2159
 AW2159.The orthometric height was determined by differential leveling
 AW2159.and adjusted by the National Geodetic Survey in June 1991..
 AW2159
 AW2159.The geoid height was determined by GEOID03.
 AW2159
 AW2159.The dynamic height is computed by dividing the NAVD 88
 AW2159.geopotential number by the normal gravity value computed on the
 AW2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2159.degrees latitude (g = 980.6199 gals.).
 AW2159
 AW2159.The modeled gravity was interpolated from observed gravity values.
 AW2159
 AW2159;                    North         East    Units  Estimated Accuracy
 AW2159;SPC TXSC     - 4,210,570.      906,580.      MT  (+/- 180 meters Scaled)
 AW2159
 AW2159                          SUPERSEDED SURVEY CONTROL
 AW2159
 AW2159  NGVD 29 (12/23/87)   38.814  (m)          127.34   (f) ADJUSTED    1 2
 AW2159
 AW2159.Superseded values are not recommended for survey control.
 AW2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2159.See file dsdata.txt to determine how the superseded data were derived.
 AW2159
 AW2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN260884(NAD 83)
 AW2159_MARKER: DB = BENCH MARK DISK
 AW2159_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2159_SP_SET: STAINLESS STEEL ROD
 AW2159_STAMPING: F 1280 1978
 AW2159_MARK LOGO: NGS   
 AW2159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2159
 AW2159  HISTORY     - Date     Condition        Report By
 AW2159  HISTORY     - 1978     MONUMENTED       NGS
 AW2159  HISTORY     - 1986     GOOD             NGS
 AW2159  HISTORY     - 1990     GOOD             USPSQD
 AW2159  HISTORY     - 19931204 GOOD             USPSQD
 AW2159  HISTORY     - 19951010 GOOD             USPSQD
 AW2159  HISTORY     - 19991120 GOOD             USPSQD
 AW2159
 AW2159                          STATION DESCRIPTION
 AW2159
 AW2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2159'4.1 MI EAST FROM FULSHEAR.
 AW2159'ABOUT 4.1 MILES EAST ALONG FARM ROAD 1093 FROM THE SOUTHERN PACIFIC
 AW2159'RAILROAD STATION IN FULSHEAR.  ALSO 0.8 MILE EAST OF THE JUNCTION OF
 AW2159'FARM ROADS 359 AND 1463, 59 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 AW2159'43 FEET EAST OF A FENCE CORNER, 16 FEET EAST OF THE CENTERLINE OF A
 AW2159'FIELD ROAD WITH A WIRE GATE LEADING NORTH, 1.5 FEET EAST OF A POWER
 AW2159'POLE, AND 1 FOOT SOUTH OF A FENCE.
 AW2159
 AW2159                          STATION RECOVERY (1986)
 AW2159
 AW2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2159'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW2159'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AW2159
 AW2159                          STATION RECOVERY (1990)
 AW2159
 AW2159'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW2159'RECOVERED IN GOOD CONDITION.
 AW2159
 AW2159                          STATION RECOVERY (1993)
 AW2159
 AW2159'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2159'RECOVERED IN GOOD CONDITION.
 AW2159
 AW2159                          STATION RECOVERY (1995)
 AW2159
 AW2159'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2159'RECOVERED IN GOOD CONDITION.
 AW2159
 AW2159                          STATION RECOVERY (1999)
 AW2159
 AW2159'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1864 ***********************************************************************
 BL1864  DESIGNATION -  F 1281
 BL1864  PID         -  BL1864
 BL1864  STATE/COUNTY-  TX/MONTGOMERY
 BL1864  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1864
 BL1864                         *CURRENT SURVEY CONTROL
 BL1864  ___________________________________________________________________
 BL1864* NAD 83(1986)-  30 07 31.     (N)    095 46 15.     (W)     SCALED    
 BL1864* NAVD 88     -        67.53   (+/-2cm)     221.6    (feet)  VERTCON   
 BL1864  ___________________________________________________________________
 BL1864  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1864
 BL1864  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1864
 BL1864.The horizontal coordinates were scaled from a topographic map and have
 BL1864.an estimated accuracy of +/- 6 seconds.
 BL1864
 BL1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1864.The vertical order pertains to the NGVD 29 superseded value.
 BL1864
 BL1864.The geoid height was determined by GEOID03.
 BL1864
 BL1864;                    North         East    Units  Estimated Accuracy
 BL1864;SPC TX C     - 3,059,860.    1,139,540.      MT  (+/- 180 meters Scaled)
 BL1864
 BL1864                          SUPERSEDED SURVEY CONTROL
 BL1864
 BL1864  NGVD 29 (04/06/79)   67.522  (m)          221.53   (f) ADJUSTED    1 2
 BL1864
 BL1864.Superseded values are not recommended for survey control.
 BL1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1864.See file dsdata.txt to determine how the superseded data were derived.
 BL1864
 BL1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP330359(NAD 83)
 BL1864_MARKER: DB = BENCH MARK DISK
 BL1864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1864_SP_SET: STAINLESS STEEL ROD
 BL1864_STAMPING: F 1281 1978
 BL1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1864
 BL1864  HISTORY     - Date     Condition        Report By
 BL1864  HISTORY     - 1978     MONUMENTED       NGS
 BL1864
 BL1864                          STATION DESCRIPTION
 BL1864
 BL1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1864'6.8 MI SOUTH FROM MAGNOLIA.
 BL1864'0.1 MILE SOUTHWEST ALONG FIFTH STREET FROM THE CROSSING OF MAGNOLIA
 BL1864'CONROE ROAD AND THE MISSOURI PACIFIC RAILROAD IN MAGNOLIA, THENCE
 BL1864'0.15 MILE SOUTHEAST ALONG COMMERCE STREET, AND THENCE 6.55 MILES
 BL1864'SOUTH ALONG NICHOLS SAW MILL ROAD.  0.05 MILE NORTH OF THE SOUTH END
 BL1864'OF A CURVE IN THE ROAD AND ON THE OUTSIDE OF THE CURVE, 58.5 FEET
 BL1864'SOUTHWEST OF THE CENTER OF THE WOODEN GATES FOR A DRIVEWAY LEADING
 BL1864'WEST, 46.5 FEET NORTHWEST OF THE CENTERLINE OF NICHOL SAW MILL ROAD,
 BL1864'43 FEET SOUTHWEST OF A BRICK PLANTER ON TOP OF A HEADWALL, 1 FOOT
 BL1864'SOUTHEAST OF A WOODEN FENCE AROUND A ONE STORY BRICK HOUSE.  DISK IS
 BL1864'SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 BL1864'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1840 ***********************************************************************
 BL1840  DESIGNATION -  F 1282
 BL1840  PID         -  BL1840
 BL1840  STATE/COUNTY-  TX/HARRIS
 BL1840  USGS QUAD   -  HOCKLEY (1980)
 BL1840
 BL1840                         *CURRENT SURVEY CONTROL
 BL1840  ___________________________________________________________________
 BL1840* NAD 83(1986)-  30 01 38.     (N)    095 50 45.     (W)     SCALED    
 BL1840* NAVD 88     -        67.795  (meters)     222.42   (feet)  ADJUSTED  
 BL1840  ___________________________________________________________________
 BL1840  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1840  DYNAMIC HT  -          67.703 (meters)     222.12  (feet)  COMP
 BL1840  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 BL1840
 BL1840  VERT ORDER  -  FIRST     CLASS II
 BL1840
 BL1840.The horizontal coordinates were scaled from a topographic map and have
 BL1840.an estimated accuracy of +/- 6 seconds.
 BL1840
 BL1840.The orthometric height was determined by differential leveling
 BL1840.and adjusted by the National Geodetic Survey in June 1991..
 BL1840
 BL1840.The geoid height was determined by GEOID03.
 BL1840
 BL1840.The dynamic height is computed by dividing the NAVD 88
 BL1840.geopotential number by the normal gravity value computed on the
 BL1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1840.degrees latitude (g = 980.6199 gals.).
 BL1840
 BL1840.The modeled gravity was interpolated from observed gravity values.
 BL1840
 BL1840;                    North         East    Units  Estimated Accuracy
 BL1840;SPC TXSC     - 4,247,250.      904,190.      MT  (+/- 180 meters Scaled)
 BL1840
 BL1840                          SUPERSEDED SURVEY CONTROL
 BL1840
 BL1840  NGVD 29 (12/23/87)   67.787  (m)          222.40   (f) ADJUSTED    1 2
 BL1840
 BL1840.Superseded values are not recommended for survey control.
 BL1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1840.See file dsdata.txt to determine how the superseded data were derived.
 BL1840
 BL1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP255252(NAD 83)
 BL1840_MARKER: DB = BENCH MARK DISK
 BL1840_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1840_SP_SET: STAINLESS STEEL ROD
 BL1840_STAMPING: F 1282 1978
 BL1840_MARK LOGO: NGS   
 BL1840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1840
 BL1840  HISTORY     - Date     Condition        Report By
 BL1840  HISTORY     - 1978     MONUMENTED       NGS
 BL1840  HISTORY     - 1986     GOOD             NGS
 BL1840  HISTORY     - 1987     GOOD             USPSQD
 BL1840  HISTORY     - 19940326 GOOD             USPSQD
 BL1840  HISTORY     - 20050813 POOR             GEOCAC
 BL1840
 BL1840                          STATION DESCRIPTION
 BL1840
 BL1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1840'IN WALLER.
 BL1840'IN WALLER, SET ON THE WEST CORNER OF THE INTERSECTION OF U.S. HIGHWAY
 BL1840'290 AND WARREN ROAD AT A POWER LINE CROSSING, 65.5 FEET SOUTHWEST OF
 BL1840'THE CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 290, 33.5
 BL1840'FEET NORTHWEST OF THE CENTERLINE OF WARREN ROAD, 17 FEET NORTHEAST
 BL1840'OF THE NORTHEAST RAIL, AND 2.7 FEET NORTHWEST OF A TELEPHONE POLE.
 BL1840'NOTE=AT THIS INTERSECTION HEGAR ROAD LEADS NORTH AND WARREN ROAD
 BL1840'LEADS SOUTH.  DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS
 BL1840'TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1840
 BL1840                          STATION RECOVERY (1986)
 BL1840
 BL1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1840'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN HOCKLEY, AT
 BL1840'THE INTERSECTION OF U.S. HIGHWAY 290 AND WARREN ROAD.
 BL1840
 BL1840                          STATION RECOVERY (1987)
 BL1840
 BL1840'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1840'RECOVERED IN GOOD CONDITION.
 BL1840
 BL1840                          STATION RECOVERY (1994)
 BL1840
 BL1840'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1840'RECOVERED IN GOOD CONDITION.
 BL1840
 BL1840                          STATION RECOVERY (2005)
 BL1840
 BL1840'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1840'DISK RUN OVER BY VEHICLE. DISK INTACT ON ROD, BUT MOVED HORIZONTALLY
 BL1840'ABOUT 3 CENTIMETERS.
 BL1840'LAT/LON BY HANDHELD GPS(NAD83) N30 01 37.8 W095 50 45.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2373 ***********************************************************************
 BY2373  DESIGNATION -  F 1283
 BY2373  PID         -  BY2373
 BY2373  STATE/COUNTY-  TX/SHELBY
 BY2373  USGS QUAD   -  TENAHA EAST (1984)
 BY2373
 BY2373                         *CURRENT SURVEY CONTROL
 BY2373  ___________________________________________________________________
 BY2373* NAD 83(1986)-  31 57 09.     (N)    094 12 15.     (W)     SCALED    
 BY2373* NAVD 88     -        94.118  (meters)     308.79   (feet)  ADJUSTED  
 BY2373  ___________________________________________________________________
 BY2373  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BY2373  DYNAMIC HT  -          94.007 (meters)     308.42  (feet)  COMP
 BY2373  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 BY2373
 BY2373  VERT ORDER  -  FIRST     CLASS II
 BY2373
 BY2373.The horizontal coordinates were scaled from a topographic map and have
 BY2373.an estimated accuracy of +/- 6 seconds.
 BY2373
 BY2373.The orthometric height was determined by differential leveling
 BY2373.and adjusted by the National Geodetic Survey in June 1991..
 BY2373
 BY2373.The geoid height was determined by GEOID03.
 BY2373
 BY2373.The dynamic height is computed by dividing the NAVD 88
 BY2373.geopotential number by the normal gravity value computed on the
 BY2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2373.degrees latitude (g = 980.6199 gals.).
 BY2373
 BY2373.The modeled gravity was interpolated from observed gravity values.
 BY2373
 BY2373;                    North         East    Units  Estimated Accuracy
 BY2373;SPC TX C     - 3,269,370.    1,279,180.      MT  (+/- 180 meters Scaled)
 BY2373
 BY2373                          SUPERSEDED SURVEY CONTROL
 BY2373
 BY2373  NGVD 29 (??/??/??)   94.164  (m)          308.94   (f) ADJUSTED    1 2
 BY2373
 BY2373.Superseded values are not recommended for survey control.
 BY2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2373.See file dsdata.txt to determine how the superseded data were derived.
 BY2373
 BY2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR861358(NAD 83)
 BY2373_MARKER: DB = BENCH MARK DISK
 BY2373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2373_SP_SET: STAINLESS STEEL ROD
 BY2373_STAMPING: F 1283 1979
 BY2373_PROJECTION: FLUSH
 BY2373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2373_ROD/PIPE-DEPTH: 6.10 meters
 BY2373
 BY2373  HISTORY     - Date     Condition        Report By
 BY2373  HISTORY     - 1979     MONUMENTED       NGS
 BY2373
 BY2373                          STATION DESCRIPTION
 BY2373
 BY2373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2373'2.3 MI EAST FROM TENAHA.
 BY2373'2.3 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF U.S.
 BY2373'HIGHWAY 96 IN TENAHA, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH TO
 BY2373'GRAYS TRUCK AND WELDING SHOP, 58.0 FT. SOUTH OF THE CENTERLINE OF THE
 BY2373'HIGHWAY, 12.5 FT. WEST OF A POWERLINE POLE, 6.0 FT. NORTH OF THE
 BY2373'CENTER OF A METAL GATE, 15.5 FT. EAST OF THE CENTERLINE OF THE DIRT
 BY2373'ROAD, 1.0 FT. NORTH OF A FENCE LINE, 1.7 FT. EAST-NORTHEAST OF A
 BY2373'CORNER FENCE POST.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH
 BY2373'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2373'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 BY2373'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2395 ***********************************************************************
 BY2395  DESIGNATION -  F 1284
 BY2395  PID         -  BY2395
 BY2395  STATE/COUNTY-  TX/SHELBY
 BY2395  USGS QUAD   -  NEUVILLE (1984)
 BY2395
 BY2395                         *CURRENT SURVEY CONTROL
 BY2395  ___________________________________________________________________
 BY2395* NAD 83(1986)-  31 40 17.     (N)    094 09 45.     (W)     SCALED    
 BY2395* NAVD 88     -       143.720  (meters)     471.52   (feet)  ADJUSTED  
 BY2395  ___________________________________________________________________
 BY2395  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY2395  DYNAMIC HT  -         143.547 (meters)     470.95  (feet)  COMP
 BY2395  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 BY2395  OBS GRAVITY -     979,421.8   (mgal)                       GRAV_OBS
 BY2395
 BY2395  VERT ORDER  -  FIRST     CLASS II
 BY2395
 BY2395.The horizontal coordinates were scaled from a topographic map and have
 BY2395.an estimated accuracy of +/- 6 seconds.
 BY2395
 BY2395.The orthometric height was determined by differential leveling
 BY2395.and adjusted by the National Geodetic Survey in June 1991..
 BY2395
 BY2395.The geoid height was determined by GEOID03.
 BY2395
 BY2395.The dynamic height is computed by dividing the NAVD 88
 BY2395.geopotential number by the normal gravity value computed on the
 BY2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2395.degrees latitude (g = 980.6199 gals.).
 BY2395
 BY2395.The modeled gravity was interpolated from observed gravity values.
 BY2395.The observed gravity was obtained from relative gravimeter ties
 BY2395.to the IGSN71 gravity network.
 BY2395
 BY2395;                    North         East    Units  Estimated Accuracy
 BY2395;SPC TX C     - 3,238,470.    1,284,840.      MT  (+/- 180 meters Scaled)
 BY2395
 BY2395                          SUPERSEDED SURVEY CONTROL
 BY2395
 BY2395  NGVD 29 (??/??/??)  143.756  (m)          471.64   (f) ADJUSTED    1 2
 BY2395
 BY2395.Superseded values are not recommended for survey control.
 BY2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2395.See file dsdata.txt to determine how the superseded data were derived.
 BY2395
 BY2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR898046(NAD 83)
 BY2395_MARKER: I = METAL ROD
 BY2395_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2395_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2395_STAMPING: F 1284 1979
 BY2395_PROJECTION: FLUSH
 BY2395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2395+STABILITY: POSITION/ELEVATION WELL
 BY2395_ROD/PIPE-DEPTH: 11.3 meters
 BY2395_SLEEVE-DEPTH  : 7.32 meters
 BY2395
 BY2395  HISTORY     - Date     Condition        Report By
 BY2395  HISTORY     - 1979     MONUMENTED       NGS
 BY2395
 BY2395                          STATION DESCRIPTION
 BY2395
 BY2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2395'10.2 MI SOUTH FROM CENTER.
 BY2395'10.15 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2395'HIGHWAY 87 IN CENTER, ALSO 10.05 MILES NORTH ALONG U.S. HIGHWAY 96
 BY2395'FROM THE JUNCTION OF STATE HIGHWAY 21 IN SAN AUGUSTINE, IN NEUVILLE,
 BY2395'AT THE CHOICE WATER SUPPLY CORPORATION WATER TANKS AND PUMP
 BY2395'HOUSE, AT THE NORTHWEST CORNER OF AND IN LINE WITH THE NORTH EDGE OF
 BY2395'A CHAIN LINK FENCE AROUND THE TANK, 216.0 FT. NORTHEAST
 BY2395'OF THE CENTERLINE OF THE HIGHWAY, 39.5 FT. NORTH-NORTHWEST
 BY2395'OF THE SOUTHWEST CORNER OF THE FENCE, 7.0 FT. SOUTHEAST OF A 24-INCH
 BY2395'PINE TREE, 6.0 FT. WEST OF THE NORTHWEST CORNER OF THE FENCE.
 BY2395'DATUM POINT IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2395'A 5-INCH LOGO CAP.
 BY2395'THE MARK IS 2 FT  E FROM A WITNESS POST.
 BY2395'THE MARK IS 3 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1981 ***********************************************************************
 BK1981  DESIGNATION -  F 1285
 BK1981  PID         -  BK1981
 BK1981  STATE/COUNTY-  TX/ORANGE
 BK1981  USGS QUAD   -  MAURICEVILLE (1974)
 BK1981
 BK1981                         *CURRENT SURVEY CONTROL
 BK1981  ___________________________________________________________________
 BK1981* NAD 83(1986)-  30 10 39.     (N)    093 51 02.     (W)     SCALED    
 BK1981* NAVD 88     -         5.988  (meters)      19.65   (feet)  ADJUSTED  
 BK1981  ___________________________________________________________________
 BK1981  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK1981  DYNAMIC HT  -           5.980 (meters)      19.62  (feet)  COMP
 BK1981  MODELED GRAV-     979,315.9   (mgal)                       NAVD 88
 BK1981
 BK1981  VERT ORDER  -  FIRST     CLASS II
 BK1981
 BK1981.The horizontal coordinates were scaled from a topographic map and have
 BK1981.an estimated accuracy of +/- 6 seconds.
 BK1981
 BK1981.The orthometric height was determined by differential leveling
 BK1981.and adjusted by the National Geodetic Survey in June 1991..
 BK1981
 BK1981.The geoid height was determined by GEOID03.
 BK1981
 BK1981.The dynamic height is computed by dividing the NAVD 88
 BK1981.geopotential number by the normal gravity value computed on the
 BK1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1981.degrees latitude (g = 980.6199 gals.).
 BK1981
 BK1981.The modeled gravity was interpolated from observed gravity values.
 BK1981
 BK1981;                    North         East    Units  Estimated Accuracy
 BK1981;SPC TX C     - 3,074,820.    1,324,020.      MT  (+/- 180 meters Scaled)
 BK1981
 BK1981                          SUPERSEDED SURVEY CONTROL
 BK1981
 BK1981  NGVD 29 (??/??/??)    5.947  (m)           19.51   (f) ADJUSTED    1 2
 BK1981
 BK1981.Superseded values are not recommended for survey control.
 BK1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1981.See file dsdata.txt to determine how the superseded data were derived.
 BK1981
 BK1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP181387(NAD 83)
 BK1981_MARKER: I = METAL ROD
 BK1981_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1981_SP_SET: STAINLESS STEEL ROD
 BK1981_STAMPING: F 1285 1979
 BK1981_PROJECTION: FLUSH
 BK1981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1981+STABILITY: POSITION/ELEVATION WELL
 BK1981_ROD/PIPE-DEPTH: 7.62 meters
 BK1981
 BK1981  HISTORY     - Date     Condition        Report By
 BK1981  HISTORY     - 1979     MONUMENTED       NGS
 BK1981  HISTORY     - 1988     GOOD             USPSQD
 BK1981  HISTORY     - 1989     GOOD             USPSQD
 BK1981  HISTORY     - 19960427 GOOD             USPSQD
 BK1981  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1981  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1981  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 BK1981
 BK1981                          STATION DESCRIPTION
 BK1981
 BK1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1981'2.4 MI SE FROM MAURICEVILLE.
 BK1981'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF STATE
 BK1981'HIGHWAY 12 IN MAURICEVILLE, AT THE JUNCTION OF A PAVED ROAD LEADING
 BK1981'NORTHEAST ACROSS THE MISSOURI PACIFIC RAILROAD, 207 FT. NORTHEAST OF
 BK1981'THE CENTERLINE OF THE HIGHWAY, 88 FT. NORTHEAST OF THE NORTHEAST RAIL,
 BK1981'22.0 FT. NORTHEAST OF THE CENTERLINE OF A PAVED ROAD LEADING NORTHWEST
 BK1981'AND PARALLEL TO THE TRACKS, 38.0 FT. SOUTHEAST OF A 38-INCH OAK
 BK1981'TREE, 4.6 FT. SOUTHEAST OF A POWERLINE POLE, 13.0 FT. SOUTHEAST OF THE
 BK1981'CENTER OF A WIRE GATE LEADING TO A PASTURE AREA, 1.0 FT. WEST OF A
 BK1981'FENCE LINE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BK1981'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1981'THE MARK IS 1.0 FT  NW FROM A WITNESS POST.
 BK1981'THE MARK IS ABOVE LEVEL WITH THE PAVED ROAD.
 BK1981
 BK1981                          STATION RECOVERY (1988)
 BK1981
 BK1981'RECOVERY NOTE BY US POWER SQUADRON 1988 (JMH)
 BK1981'RECOVERED IN GOOD CONDITION.
 BK1981
 BK1981                          STATION RECOVERY (1989)
 BK1981
 BK1981'RECOVERY NOTE BY US POWER SQUADRON 1989 (JMH)
 BK1981'RECOVERED IN GOOD CONDITION.
 BK1981
 BK1981                          STATION RECOVERY (1996)
 BK1981
 BK1981'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1981'RECOVERED IN GOOD CONDITION.
 BK1981
 BK1981                          STATION RECOVERY (2001)
 BK1981
 BK1981'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1981'MARK NOT FOUND.
 BK1981
 BK1981                          STATION RECOVERY (2004)
 BK1981
 BK1981'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1981'MARK NOT FOUND.
 BK1981
 BK1981                          STATION RECOVERY (2004)
 BK1981
 BK1981'RECOVERY NOTE BY US POWER SQUADRON 2004 (KHP)
 BK1981'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2401 ***********************************************************************
 BY2401  DESIGNATION -  F 1286
 BY2401  PID         -  BY2401
 BY2401  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2401  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY2401
 BY2401                         *CURRENT SURVEY CONTROL
 BY2401  ___________________________________________________________________
 BY2401* NAD 83(1986)-  31 35 24.     (N)    094 08 24.     (W)     SCALED    
 BY2401* NAVD 88     -       122.062  (meters)     400.47   (feet)  ADJUSTED  
 BY2401  ___________________________________________________________________
 BY2401  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BY2401  DYNAMIC HT  -         121.913 (meters)     399.98  (feet)  COMP
 BY2401  MODELED GRAV-     979,414.2   (mgal)                       NAVD 88
 BY2401
 BY2401  VERT ORDER  -  FIRST     CLASS II
 BY2401
 BY2401.The horizontal coordinates were scaled from a topographic map and have
 BY2401.an estimated accuracy of +/- 6 seconds.
 BY2401
 BY2401.The orthometric height was determined by differential leveling
 BY2401.and adjusted by the National Geodetic Survey in June 1991..
 BY2401
 BY2401.The geoid height was determined by GEOID03.
 BY2401
 BY2401.The dynamic height is computed by dividing the NAVD 88
 BY2401.geopotential number by the normal gravity value computed on the
 BY2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2401.degrees latitude (g = 980.6199 gals.).
 BY2401
 BY2401.The modeled gravity was interpolated from observed gravity values.
 BY2401
 BY2401;                    North         East    Units  Estimated Accuracy
 BY2401;SPC TX C     - 3,229,570.    1,287,480.      MT  (+/- 180 meters Scaled)
 BY2401
 BY2401                          SUPERSEDED SURVEY CONTROL
 BY2401
 BY2401  NGVD 29 (??/??/??)  122.093  (m)          400.57   (f) ADJUSTED    1 2
 BY2401
 BY2401.Superseded values are not recommended for survey control.
 BY2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2401.See file dsdata.txt to determine how the superseded data were derived.
 BY2401
 BY2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ918955(NAD 83)
 BY2401_MARKER: DB = BENCH MARK DISK
 BY2401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2401_SP_SET: STAINLESS STEEL ROD
 BY2401_STAMPING: F 1286 1979
 BY2401_PROJECTION: PROJECTING 5 CENTIMETERS
 BY2401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2401_ROD/PIPE-DEPTH: 3.35 meters
 BY2401
 BY2401  HISTORY     - Date     Condition        Report By
 BY2401  HISTORY     - 1979     MONUMENTED       NGS
 BY2401
 BY2401                          STATION DESCRIPTION
 BY2401
 BY2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2401'4.1 MI NORTH FROM SAN AUGUSTINE.
 BY2401'4.1 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2401'HIGHWAY 21 IN SAN AUGUSTINE, 400 FT. NORTH OF A CURVE IN THE HIGHWAY,
 BY2401'75.5 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 30.0 FT. SOUTH OF
 BY2401'A 30-INCH OAK TREE WHICH IS 3.0 FT. WEST OF THE FENCE LINE, 2.5 FT.
 BY2401'SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER, 1.0 FT. WEST OF A FENCE.
 BY2401'DISK IS LEVEL WITH GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BY2401'PLASTIC SCREW PLUG.
 BY2401'THE MARK IS 1.6 FT  N FROM A WITNESS POST.
 BY2401'THE MARK IS 4 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2541 ***********************************************************************
 BY2541  DESIGNATION -  F 1287
 BY2541  PID         -  BY2541
 BY2541  STATE/COUNTY-  TX/SHELBY
 BY2541  USGS QUAD   -  TIMPSON (1984)
 BY2541
 BY2541                         *CURRENT SURVEY CONTROL
 BY2541  ___________________________________________________________________
 BY2541* NAD 83(1986)-  31 54 40.     (N)    094 22 48.     (W)     SCALED    
 BY2541* NAVD 88     -       111.051  (meters)     364.34   (feet)  ADJUSTED  
 BY2541  ___________________________________________________________________
 BY2541  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BY2541  DYNAMIC HT  -         110.917 (meters)     363.90  (feet)  COMP
 BY2541  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 BY2541
 BY2541  VERT ORDER  -  FIRST     CLASS II
 BY2541
 BY2541.The horizontal coordinates were scaled from a topographic map and have
 BY2541.an estimated accuracy of +/- 6 seconds.
 BY2541
 BY2541.The orthometric height was determined by differential leveling
 BY2541.and adjusted by the National Geodetic Survey in June 1991..
 BY2541
 BY2541.The geoid height was determined by GEOID03.
 BY2541
 BY2541.The dynamic height is computed by dividing the NAVD 88
 BY2541.geopotential number by the normal gravity value computed on the
 BY2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2541.degrees latitude (g = 980.6199 gals.).
 BY2541
 BY2541.The modeled gravity was interpolated from observed gravity values.
 BY2541
 BY2541;                    North         East    Units  Estimated Accuracy
 BY2541;SPC TX C     - 3,263,890.    1,262,830.      MT  (+/- 180 meters Scaled)
 BY2541
 BY2541                          SUPERSEDED SURVEY CONTROL
 BY2541
 BY2541.No superseded survey control is available for this station.
 BY2541
 BY2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR695314(NAD 83)
 BY2541_MARKER: DB = BENCH MARK DISK
 BY2541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2541_SP_SET: STAINLESS STEEL ROD
 BY2541_STAMPING: F 1287 1979
 BY2541_PROJECTION: FLUSH
 BY2541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2541_ROD/PIPE-DEPTH: 4.57 meters
 BY2541
 BY2541  HISTORY     - Date     Condition        Report By
 BY2541  HISTORY     - 1979     MONUMENTED       NGS
 BY2541
 BY2541                          STATION DESCRIPTION
 BY2541
 BY2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2541'2.1 MI ENE FROM TIMPSON.
 BY2541'2.1 MILES EAST-NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF
 BY2541'STATE HIGHWAY 87 IN TIMPSON, AT A FENCE CORNER, 120 FT.
 BY2541'EAST-SOUTHEAST OF THE CENTER OF A CONCRETE BOX CULVERT UNDER THE
 BY2541'HIGHWAY, 120.5 FT. NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A RED
 BY2541'BRICK HOUSE, 57.5 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY, 44.0 FT.
 BY2541'WEST OF THE CENTERLINE OF AN ASPHALT DRIVEWAY, 29.5 FT. WEST OF A
 BY2541'POWERLINE POLE WITH TRANSFORMER, 2.3 FT. WEST OF A CORNER FENCE POST.
 BY2541'DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BY2541'PLASTIC SCREW PLUG.
 BY2541'THE MARK IS 1.5 FT  ENE FROM A WITNESS POST.
 BY2541'THE MARK IS 2 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1952 ***********************************************************************
 BK1952  DESIGNATION -  F 1288
 BK1952  PID         -  BK1952
 BK1952  STATE/COUNTY-  TX/JASPER
 BK1952  USGS QUAD   -  CALL JUNCTION (1984)
 BK1952
 BK1952                         *CURRENT SURVEY CONTROL
 BK1952  ___________________________________________________________________
 BK1952* NAD 83(1986)-  30 34 53.     (N)    093 55 13.     (W)     SCALED    
 BK1952* NAVD 88     -        28.772  (meters)      94.40   (feet)  ADJUSTED  
 BK1952  ___________________________________________________________________
 BK1952  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BK1952  DYNAMIC HT  -          28.735 (meters)      94.27  (feet)  COMP
 BK1952  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BK1952
 BK1952  VERT ORDER  -  FIRST     CLASS II
 BK1952
 BK1952.The horizontal coordinates were scaled from a topographic map and have
 BK1952.an estimated accuracy of +/- 6 seconds.
 BK1952
 BK1952.The orthometric height was determined by differential leveling
 BK1952.and adjusted by the National Geodetic Survey in June 1991..
 BK1952
 BK1952.The geoid height was determined by GEOID03.
 BK1952
 BK1952.The dynamic height is computed by dividing the NAVD 88
 BK1952.geopotential number by the normal gravity value computed on the
 BK1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1952.degrees latitude (g = 980.6199 gals.).
 BK1952
 BK1952.The modeled gravity was interpolated from observed gravity values.
 BK1952
 BK1952;                    North         East    Units  Estimated Accuracy
 BK1952;SPC TX C     - 3,119,130.    1,314,740.      MT  (+/- 180 meters Scaled)
 BK1952
 BK1952                          SUPERSEDED SURVEY CONTROL
 BK1952
 BK1952  NGVD 29 (??/??/??)   28.753  (m)           94.33   (f) ADJUSTED    1 2
 BK1952
 BK1952.Superseded values are not recommended for survey control.
 BK1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1952.See file dsdata.txt to determine how the superseded data were derived.
 BK1952
 BK1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP117835(NAD 83)
 BK1952_MARKER: I = METAL ROD
 BK1952_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1952_SP_SET: STAINLESS STEEL ROD
 BK1952_STAMPING: F 1288 1979
 BK1952_PROJECTION: RECESSED 5 CENTIMETERS
 BK1952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1952+STABILITY: POSITION/ELEVATION WELL
 BK1952_ROD/PIPE-DEPTH: 7.62 meters
 BK1952
 BK1952  HISTORY     - Date     Condition        Report By
 BK1952  HISTORY     - 1979     MONUMENTED       NGS
 BK1952  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1952
 BK1952                          STATION DESCRIPTION
 BK1952
 BK1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1952'5.4 MI SW FROM KIRBYVILLE.
 BK1952'5.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM
 BK1952'ROAD 1013 IN KIRBYVILLE, 67.0 FT. WEST OF THE CENTERLINE OF THE
 BK1952'HIGHWAY, 75.6 FT. SOUTH OF THE CENTER OF A DIRT DRIVE, 118.0 FT. NORTH
 BK1952'OF THE CENTER OF A DIRT DRIVE, 76.0 FT. SOUTH OF THE EXTENDED
 BK1952'CENTERLINE OF A DIRT ROAD LEADING NORTHEAST, 73.6 FT. SOUTHWEST OF A
 BK1952'PAIR OF MAILBOXES, 99.2 FT. NORTHWEST OF A MAILBOX, 45.1 FT.
 BK1952'NORTHEAST OF A 20-INCH OAK TREE, 9.3 FT. EAST OF A 24-INCH PINE TREE,
 BK1952'8.5 FT. NORTH OF POWERLINE POLE NUMBER 98 1/2.  DISK IS 4 INCHES BELOW
 BK1952'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1952'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 BK1952
 BK1952                          STATION RECOVERY (2004)
 BK1952
 BK1952'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1926 ***********************************************************************
 BK1926  DESIGNATION -  F 1289
 BK1926  PID         -  BK1926
 BK1926  STATE/COUNTY-  TX/JASPER
 BK1926  USGS QUAD   -  JASPER EAST (1984)
 BK1926
 BK1926                         *CURRENT SURVEY CONTROL
 BK1926  ___________________________________________________________________
 BK1926* NAD 83(1986)-  30 57 25.     (N)    093 59 37.     (W)     SCALED    
 BK1926* NAVD 88     -        99.176  (meters)     325.38   (feet)  ADJUSTED  
 BK1926  ___________________________________________________________________
 BK1926  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BK1926  DYNAMIC HT  -          99.046 (meters)     324.95  (feet)  COMP
 BK1926  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 BK1926
 BK1926  VERT ORDER  -  FIRST     CLASS II
 BK1926
 BK1926.The horizontal coordinates were scaled from a topographic map and have
 BK1926.an estimated accuracy of +/- 6 seconds.
 BK1926
 BK1926.The orthometric height was determined by differential leveling
 BK1926.and adjusted by the National Geodetic Survey in June 1991..
 BK1926
 BK1926.The geoid height was determined by GEOID03.
 BK1926
 BK1926.The dynamic height is computed by dividing the NAVD 88
 BK1926.geopotential number by the normal gravity value computed on the
 BK1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1926.degrees latitude (g = 980.6199 gals.).
 BK1926
 BK1926.The modeled gravity was interpolated from observed gravity values.
 BK1926
 BK1926;                    North         East    Units  Estimated Accuracy
 BK1926;SPC TX C     - 3,160,290.    1,305,340.      MT  (+/- 180 meters Scaled)
 BK1926
 BK1926                          SUPERSEDED SURVEY CONTROL
 BK1926
 BK1926  NGVD 29 (??/??/??)   99.172  (m)          325.37   (f) ADJUSTED    1 2
 BK1926
 BK1926.Superseded values are not recommended for survey control.
 BK1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1926.See file dsdata.txt to determine how the superseded data were derived.
 BK1926
 BK1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ050252(NAD 83)
 BK1926_MARKER: I = METAL ROD
 BK1926_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1926_SP_SET: STAINLESS STEEL ROD
 BK1926_STAMPING: F 1289 1979
 BK1926_PROJECTION: FLUSH
 BK1926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1926+STABILITY: POSITION/ELEVATION WELL
 BK1926_ROD/PIPE-DEPTH: 9.14 meters
 BK1926
 BK1926  HISTORY     - Date     Condition        Report By
 BK1926  HISTORY     - 1979     MONUMENTED       NGS
 BK1926
 BK1926                          STATION DESCRIPTION
 BK1926
 BK1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1926'3.05 MI NORTH FROM JASPER.
 BK1926'3.05 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1926'HIGHWAY 190 IN JASPER, AT THE SOUTHEAST CORNER OF LOVETTS MARINE
 BK1926'AND TRACTORS SALES, 90.0 FT. EAST OF HIGHWAY 96 NORTHBOUND,
 BK1926'56.0 FT. WEST OF THE SOUTHWEST CORNER OF THE BUILDING,
 BK1926'3.7 FT. SOUTHEAST OF THE EASTERNMOST POLE OF A LOVETTS MARINE
 BK1926'AND TRACTORS SALES SIGN, 77.5 FT. SOUTHWEST OF THE NORTHWEST
 BK1926'CORNER OF THE BUILDING.  DISK IS 5 INCHES BELOW GROUND, ACCESS TO
 BK1926'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1926'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BK1926'THE MARK IS 5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2512 ***********************************************************************
 BY2512  DESIGNATION -  F 1289 A
 BY2512  PID         -  BY2512
 BY2512  STATE/COUNTY-  TX/NACOGDOCHES
 BY2512  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY2512
 BY2512                         *CURRENT SURVEY CONTROL
 BY2512  ___________________________________________________________________
 BY2512* NAD 83(1986)-  31 44 28.     (N)    094 43 41.     (W)     SCALED    
 BY2512* NAVD 88     -       119.103  (meters)     390.76   (feet)  ADJUSTED  
 BY2512  ___________________________________________________________________
 BY2512  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BY2512  DYNAMIC HT  -         118.958 (meters)     390.28  (feet)  COMP
 BY2512  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 BY2512
 BY2512  VERT ORDER  -  FIRST     CLASS II
 BY2512
 BY2512.The horizontal coordinates were scaled from a topographic map and have
 BY2512.an estimated accuracy of +/- 6 seconds.
 BY2512
 BY2512.The orthometric height was determined by differential leveling
 BY2512.and adjusted by the National Geodetic Survey in June 1991..
 BY2512
 BY2512.The geoid height was determined by GEOID03.
 BY2512
 BY2512.The dynamic height is computed by dividing the NAVD 88
 BY2512.geopotential number by the normal gravity value computed on the
 BY2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2512.degrees latitude (g = 980.6199 gals.).
 BY2512
 BY2512.The modeled gravity was interpolated from observed gravity values.
 BY2512
 BY2512;                    North         East    Units  Estimated Accuracy
 BY2512;SPC TX C     - 3,243,350.    1,230,900.      MT  (+/- 180 meters Scaled)
 BY2512
 BY2512                          SUPERSEDED SURVEY CONTROL
 BY2512
 BY2512.No superseded survey control is available for this station.
 BY2512
 BY2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR363130(NAD 83)
 BY2512_MARKER: DB = BENCH MARK DISK
 BY2512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2512_SP_SET: STAINLESS STEEL ROD
 BY2512_STAMPING: F 1289 A 1979
 BY2512_PROJECTION: RECESSED 8 CENTIMETERS
 BY2512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2512_ROD/PIPE-DEPTH: 3.05 meters
 BY2512
 BY2512  HISTORY     - Date     Condition        Report By
 BY2512  HISTORY     - 1979     MONUMENTED       NGS
 BY2512  HISTORY     - 19980919 GOOD             USPSQD
 BY2512
 BY2512                          STATION DESCRIPTION
 BY2512
 BY2512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2512'10.05 MI SE FROM CUSHING.
 BY2512'8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM
 BY2512'ROAD 225 IN CUSHING, THENCE 1.75 MILES SOUTH ALONG A GRAVEL ROAD,
 BY2512'62.0 FT. NORTH OF THE CENTERLINE OF A PRIVATE DRIVE, 22.0 FT. WEST OF
 BY2512'THE CENTERLINE OF THE GRAVEL ROAD, 27.0 FT. NORTH OF A CORNER FENCE
 BY2512'POST, 0.5 FT. EAST OF A FENCE, 20.0 FT. NORTH OF THE CENTER OF A
 BY2512'BARBWIRE GATE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS
 BY2512'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2512'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 BY2512'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BY2512
 BY2512                          STATION RECOVERY (1998)
 BY2512
 BY2512'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0086 ***********************************************************************
 AE0086  DESIGNATION -  F 129
 AE0086  PID         -  AE0086
 AE0086  STATE/COUNTY-  TX/STARR
 AE0086  USGS QUAD   -  SANTA ELENA (1993)
 AE0086
 AE0086                         *CURRENT SURVEY CONTROL
 AE0086  ___________________________________________________________________
 AE0086* NAD 83(1986)-  26 46 48.     (N)    098 29 12.     (W)     SCALED    
 AE0086* NAVD 88     -        97.666  (meters)     320.43   (feet)  ADJUSTED  
 AE0086  ___________________________________________________________________
 AE0086  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AE0086  DYNAMIC HT  -          97.507 (meters)     319.90  (feet)  COMP
 AE0086  MODELED GRAV-     979,017.9   (mgal)                       NAVD 88
 AE0086
 AE0086  VERT ORDER  -  SECOND    CLASS 0
 AE0086
 AE0086.The horizontal coordinates were scaled from a topographic map and have
 AE0086.an estimated accuracy of +/- 6 seconds.
 AE0086
 AE0086.The orthometric height was determined by differential leveling
 AE0086.and adjusted by the National Geodetic Survey in June 1991..
 AE0086
 AE0086.The geoid height was determined by GEOID03.
 AE0086
 AE0086.The dynamic height is computed by dividing the NAVD 88
 AE0086.geopotential number by the normal gravity value computed on the
 AE0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0086.degrees latitude (g = 980.6199 gals.).
 AE0086
 AE0086.The modeled gravity was interpolated from observed gravity values.
 AE0086
 AE0086;                    North         East    Units  Estimated Accuracy
 AE0086;SPC TX S     - 5,123,350.      301,330.      MT  (+/- 180 meters Scaled)
 AE0086
 AE0086                          SUPERSEDED SURVEY CONTROL
 AE0086
 AE0086  NGVD 29 (??/??/92)   97.728  (m)          320.63   (f) ADJ UNCH    2 0
 AE0086
 AE0086.Superseded values are not recommended for survey control.
 AE0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0086.See file dsdata.txt to determine how the superseded data were derived.
 AE0086
 AE0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ510621(NAD 83)
 AE0086_MARKER: DB = BENCH MARK DISK
 AE0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0086_STAMPING: 320.629 F 129 1933
 AE0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0086+STABILITY: SURFACE MOTION
 AE0086
 AE0086  HISTORY     - Date     Condition        Report By
 AE0086  HISTORY     - 1933     MONUMENTED       CGS
 AE0086  HISTORY     - 1972     GOOD             USGS
 AE0086
 AE0086                          STATION DESCRIPTION
 AE0086
 AE0086'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AE0086'1.5 MI N FROM SANTA ELENA.
 AE0086'0.9 MILES NORTH ALONG GRADED ROAD FROM THE SITE OF THE OLD SANTA ELENA
 AE0086'P.O. STARR COUNTY, 0.65 MI NORTHWEST ALONG TRACK ROAD, 100 FEET EAST
 AE0086'OF ROAD, 30 FEET SOUTH OF A LARGE MESQUITE TREE.  A STANDARD DISK,
 AE0086'STAMPED 320.629 F 129 1933 AND SET IN A CONCRETE POST PROJECTING 1.4
 AE0086'FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2486 ***********************************************************************
 BY2486  DESIGNATION -  F 1290
 BY2486  PID         -  BY2486
 BY2486  STATE/COUNTY-  TX/CHEROKEE
 BY2486  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY2486
 BY2486                         *CURRENT SURVEY CONTROL
 BY2486  ___________________________________________________________________
 BY2486* NAD 83(1986)-  31 55 21.     (N)    095 14 16.     (W)     SCALED    
 BY2486* NAVD 88     -       144.159  (meters)     472.96   (feet)  ADJUSTED  
 BY2486  ___________________________________________________________________
 BY2486  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BY2486  DYNAMIC HT  -         143.985 (meters)     472.39  (feet)  COMP
 BY2486  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 BY2486
 BY2486  VERT ORDER  -  FIRST     CLASS II
 BY2486
 BY2486.The horizontal coordinates were scaled from a topographic map and have
 BY2486.an estimated accuracy of +/- 6 seconds.
 BY2486
 BY2486.The orthometric height was determined by differential leveling
 BY2486.and adjusted by the National Geodetic Survey in June 1991..
 BY2486
 BY2486.The geoid height was determined by GEOID03.
 BY2486
 BY2486.The dynamic height is computed by dividing the NAVD 88
 BY2486.geopotential number by the normal gravity value computed on the
 BY2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2486.degrees latitude (g = 980.6199 gals.).
 BY2486
 BY2486.The modeled gravity was interpolated from observed gravity values.
 BY2486
 BY2486;                    North         East    Units  Estimated Accuracy
 BY2486;SPC TX C     - 3,261,120.    1,181,740.      MT  (+/- 180 meters Scaled)
 BY2486
 BY2486                          SUPERSEDED SURVEY CONTROL
 BY2486
 BY2486.No superseded survey control is available for this station.
 BY2486
 BY2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR884340(NAD 83)
 BY2486_MARKER: DB = BENCH MARK DISK
 BY2486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2486_SP_SET: STAINLESS STEEL ROD
 BY2486_STAMPING: F 1290 1980
 BY2486_PROJECTION: FLUSH
 BY2486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2486+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY2486_ROD/PIPE-DEPTH: 4.57 meters
 BY2486
 BY2486  HISTORY     - Date     Condition        Report By
 BY2486  HISTORY     - 1980     MONUMENTED       NGS
 BY2486  HISTORY     - 19960420 GOOD             USPSQD
 BY2486  HISTORY     - 20040605 GOOD             USPSQD
 BY2486  HISTORY     - 20050710 GOOD             USPSQD
 BY2486
 BY2486                          STATION DESCRIPTION
 BY2486
 BY2486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2486'3.65 MI SE FROM JACKSONVILLE.
 BY2486'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE IN
 BY2486'JACKSONVILLE, AT THE HIGHLAND LANES BOWLING ALLEY, 400 FT. SOUTHEAST
 BY2486'OF THE BOWLING ALLEY, 129 FT. SOUTHEAST OF A POWERLINE POLE WITH GUY
 BY2486'WIRE, 98.0 FT. NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 69
 BY2486'NORTHBOUND, 4.0 FT. NORTHWEST OF A TELEPHONE CABLE WARNING SIGN,
 BY2486'3.5 FT. SOUTHEAST OF A TREE STUMP WHICH IS USED AS A CORNER FENCE
 BY2486'POST, 1.5 FT. SOUTHWEST OF A FENCE.  DISK IS 3 INCHES BELOW GROUND,
 BY2486'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2486'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 BY2486'THE MARK IS 3 FT BELOW THE HIGHWAY.
 BY2486
 BY2486                          STATION RECOVERY (1996)
 BY2486
 BY2486'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2486'RECOVERED IN GOOD CONDITION.
 BY2486
 BY2486                          STATION RECOVERY (2004)
 BY2486
 BY2486'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY2486'RECOVERED IN GOOD CONDITION.
 BY2486
 BY2486                          STATION RECOVERY (2005)
 BY2486
 BY2486'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY2486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2471 ***********************************************************************
 BY2471  DESIGNATION -  F 1291
 BY2471  PID         -  BY2471
 BY2471  STATE/COUNTY-  TX/ANDERSON
 BY2471  USGS QUAD   -  NORTHEAST PALESTINE (1982)
 BY2471
 BY2471                         *CURRENT SURVEY CONTROL
 BY2471  ___________________________________________________________________
 BY2471* NAD 83(1986)-  31 49 40.     (N)    095 32 48.     (W)     SCALED    
 BY2471* NAVD 88     -       117.229  (meters)     384.61   (feet)  ADJUSTED  
 BY2471  ___________________________________________________________________
 BY2471  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BY2471  DYNAMIC HT  -         117.087 (meters)     384.14  (feet)  COMP
 BY2471  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 BY2471  OBS GRAVITY -     979,429.8   (mgal)                       GRAV_OBS
 BY2471
 BY2471  VERT ORDER  -  FIRST     CLASS II
 BY2471
 BY2471.The horizontal coordinates were scaled from a topographic map and have
 BY2471.an estimated accuracy of +/- 6 seconds.
 BY2471
 BY2471.The orthometric height was determined by differential leveling
 BY2471.and adjusted by the National Geodetic Survey in June 1991..
 BY2471
 BY2471.The geoid height was determined by GEOID03.
 BY2471
 BY2471.The dynamic height is computed by dividing the NAVD 88
 BY2471.geopotential number by the normal gravity value computed on the
 BY2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2471.degrees latitude (g = 980.6199 gals.).
 BY2471
 BY2471.The modeled gravity was interpolated from observed gravity values.
 BY2471.The observed gravity was obtained from relative gravimeter ties
 BY2471.to the IGSN71 gravity network.
 BY2471
 BY2471;                    North         East    Units  Estimated Accuracy
 BY2471;SPC TX C     - 3,249,330.    1,153,000.      MT  (+/- 180 meters Scaled)
 BY2471
 BY2471                          SUPERSEDED SURVEY CONTROL
 BY2471
 BY2471.No superseded survey control is available for this station.
 BY2471
 BY2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR589241(NAD 83)
 BY2471_MARKER: I = METAL ROD
 BY2471_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2471_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2471_STAMPING: F 1291 1980
 BY2471_PROJECTION: FLUSH
 BY2471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2471+STABILITY: POSITION/ELEVATION WELL
 BY2471_ROD/PIPE-DEPTH: 7.97 meters
 BY2471_SLEEVE-DEPTH  : .2 meters
 BY2471
 BY2471  HISTORY     - Date     Condition        Report By
 BY2471  HISTORY     - 1980     MONUMENTED       NGS
 BY2471  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY2471
 BY2471                          STATION DESCRIPTION
 BY2471
 BY2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2471'6.3 KM SW FROM NECHES.
 BY2471'4.2 KM. (2.6 MI.) SOUTHWEST ALONG FARM ROAD 2574 FROM THE POST OFFICE
 BY2471'IN NECHES, THENCE 2.1 KM. (1.3 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79,
 BY2471'AT THE CHURCH OF GOD IN CHRIST, 75.6 M. (248 FT.) SOUTHEAST OF THE
 BY2471'CENTERLINE OF THE HIGHWAY, 7.4 M. (24.2 FT.) NORTHEAST OF THE
 BY2471'SOUTHWEST CORNER OF THE CHURCH, 11.1 M. (36.3 FT.) SOUTHWEST OF A
 BY2471'FENCE, 1.8 M. (5.8 FT.) SOUTH OF THE NORTHEAST CORNER OF THE CHURCH,
 BY2471'1.2 M. (4.0 FT.) SOUTHEAST OF THE SOUTHEAST WALL OF THE CHURCH.  DATUM
 BY2471'POINT IS 16 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM.
 BY2471'LOGO CAP.
 BY2471'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BY2471
 BY2471                          STATION RECOVERY (1990)
 BY2471
 BY2471'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2558 ***********************************************************************
 BY2558  DESIGNATION -  F 1294
 BY2558  PID         -  BY2558
 BY2558  STATE/COUNTY-  TX/LEON
 BY2558  USGS QUAD   -  KEECHI (1964)
 BY2558
 BY2558                         *CURRENT SURVEY CONTROL
 BY2558  ___________________________________________________________________
 BY2558* NAD 83(1986)-  31 30 12.     (N)    095 59 55.     (W)     SCALED    
 BY2558* NAVD 88     -        80.295  (meters)     263.43   (feet)  ADJUSTED  
 BY2558  ___________________________________________________________________
 BY2558  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BY2558  DYNAMIC HT  -          80.196 (meters)     263.11  (feet)  COMP
 BY2558  MODELED GRAV-     979,409.6   (mgal)                       NAVD 88
 BY2558
 BY2558  VERT ORDER  -  FIRST     CLASS II
 BY2558
 BY2558.The horizontal coordinates were scaled from a topographic map and have
 BY2558.an estimated accuracy of +/- 6 seconds.
 BY2558
 BY2558.The orthometric height was determined by differential leveling
 BY2558.and adjusted by the National Geodetic Survey in June 1991..
 BY2558
 BY2558.The geoid height was determined by GEOID03.
 BY2558
 BY2558.The dynamic height is computed by dividing the NAVD 88
 BY2558.geopotential number by the normal gravity value computed on the
 BY2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2558.degrees latitude (g = 980.6199 gals.).
 BY2558
 BY2558.The modeled gravity was interpolated from observed gravity values.
 BY2558
 BY2558;                    North         East    Units  Estimated Accuracy
 BY2558;SPC TX C     - 3,211,630.    1,111,660.      MT  (+/- 180 meters Scaled)
 BY2558
 BY2558                          SUPERSEDED SURVEY CONTROL
 BY2558
 BY2558.No superseded survey control is available for this station.
 BY2558
 BY2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ151892(NAD 83)
 BY2558_MARKER: DB = BENCH MARK DISK
 BY2558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2558_SP_SET: STAINLESS STEEL ROD
 BY2558_STAMPING: F 1294 1980
 BY2558_PROJECTION: RECESSED 3 CENTIMETERS
 BY2558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2558_ROD/PIPE-DEPTH: 4.6  meters
 BY2558
 BY2558  HISTORY     - Date     Condition        Report By
 BY2558  HISTORY     - 1980     MONUMENTED       NGS
 BY2558  HISTORY     - 1990     GOOD             USPSQD
 BY2558
 BY2558                          STATION DESCRIPTION
 BY2558
 BY2558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2558'8.15 KM NE FROM BUFFALO.
 BY2558'8.15 KM. (5.05 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BY2558'OF U.S. HIGHWAY 75 IN BUFFALO, AT A FIELD ROAD WITH A METAL GATE
 BY2558'LEADING SOUTHEAST, 15.8 M. (52.0 FT.) SOUTHEAST OF THE CENTERLINE OF
 BY2558'THE HIGHWAY, 6.4 M. (21.0 FT.) NORTHEAST OF THE CENTERLINE OF THE
 BY2558'ROAD, 5.8 M. (19.0 FT.) EAST OF THE CENTER OF THE NORTHEAST END OF A
 BY2558'CONCRETE CULVERT UNDER THE ROAD, 0.8 M. (2.5 FT.) SOUTH OF A TELEPHONE
 BY2558'POLE, 0.3 M. (1.0 FT.) NORTHWEST OF A FENCE.  DISK IS 10 CM. BELOW
 BY2558'GROUND, ACCESS TO WHICH IS HAD THROUGH A 10 CM. PLASTIC SCREW PLUG.
 BY2558'THE MARK IS 0.8 METERS  NNE FROM A WITNESS POST.
 BY2558'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BY2558
 BY2558                          STATION RECOVERY (1990)
 BY2558
 BY2558'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1161 ***********************************************************************
 BZ1161  DESIGNATION -  F 1295
 BZ1161  PID         -  BZ1161
 BZ1161  STATE/COUNTY-  TX/LIMESTONE
 BZ1161  USGS QUAD   -  TEHUACANA (1978)
 BZ1161
 BZ1161                         *CURRENT SURVEY CONTROL
 BZ1161  ___________________________________________________________________
 BZ1161* NAD 83(1986)-  31 44 43.     (N)    096 34 40.     (W)     SCALED    
 BZ1161* NAVD 88     -       143.935  (meters)     472.23   (feet)  ADJUSTED  
 BZ1161  ___________________________________________________________________
 BZ1161  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ1161  DYNAMIC HT  -         143.764 (meters)     471.67  (feet)  COMP
 BZ1161  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 BZ1161
 BZ1161  VERT ORDER  -  FIRST     CLASS II
 BZ1161
 BZ1161.The horizontal coordinates were scaled from a topographic map and have
 BZ1161.an estimated accuracy of +/- 6 seconds.
 BZ1161
 BZ1161.The orthometric height was determined by differential leveling
 BZ1161.and adjusted by the National Geodetic Survey in June 1991..
 BZ1161
 BZ1161.The geoid height was determined by GEOID03.
 BZ1161
 BZ1161.The dynamic height is computed by dividing the NAVD 88
 BZ1161.geopotential number by the normal gravity value computed on the
 BZ1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1161.degrees latitude (g = 980.6199 gals.).
 BZ1161
 BZ1161.The modeled gravity was interpolated from observed gravity values.
 BZ1161
 BZ1161;                    North         East    Units  Estimated Accuracy
 BZ1161;SPC TX C     - 3,236,440.    1,055,770.      MT  (+/- 180 meters Scaled)
 BZ1161
 BZ1161                          SUPERSEDED SURVEY CONTROL
 BZ1161
 BZ1161.No superseded survey control is available for this station.
 BZ1161
 BZ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA294147(NAD 83)
 BZ1161_MARKER: I = METAL ROD
 BZ1161_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1161_SP_SET: STAINLESS STEEL ROD
 BZ1161_STAMPING: F 1295 1980
 BZ1161_PROJECTION: FLUSH
 BZ1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1161_ROD/PIPE-DEPTH: 5.6  meters
 BZ1161
 BZ1161  HISTORY     - Date     Condition        Report By
 BZ1161  HISTORY     - 1980     MONUMENTED       NGS
 BZ1161
 BZ1161                          STATION DESCRIPTION
 BZ1161
 BZ1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1161'11.4 KM NW FROM MEXIA.
 BZ1161'11.4 KM. (7.05 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE
 BZ1161'JUNCTION OF STATE HIGHWAY 14 IN MEXIA, AT A PAVED FIELD ENTRANCE ROAD
 BZ1161'LEADING SOUTHWEST, 31.4 M. (103 FT.) SOUTH-SOUTHWEST OF THE CENTERLINE
 BZ1161'OF THE HIGHWAY, 8.8 M. (29.0 FT.) WEST-NORTHWEST OF THE CENTERLINE OF
 BZ1161'THE FIELD ROAD AND THE CENTER OF A CHAIN LINK FENCE GATE, 24.1 M.
 BZ1161'(79.0 FT.) EAST-SOUTHEAST OF A TELEPHONE POLE AND JUNCTION BOX, 0.3 M.
 BZ1161'(1.0 FT.) EAST-NORTHEAST OF A FENCE, 19.8 M. (65.0 FT.) WEST-SOUTHWEST
 BZ1161'OF THE WEST END OF A CONCRETE CULVERT UNDER THE FIELD ROAD.  DATUM
 BZ1161'POINT IS 3 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM.
 BZ1161'LOGO CAP.
 BZ1161'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BZ1161'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1886 ***********************************************************************
 BL1886  DESIGNATION -  F 1296
 BL1886  PID         -  BL1886
 BL1886  STATE/COUNTY-  TX/TRINITY
 BL1886  USGS QUAD   -  TRINITY WEST (1972)
 BL1886
 BL1886                         *CURRENT SURVEY CONTROL
 BL1886  ___________________________________________________________________
 BL1886* NAD 83(1986)-  30 56 54.     (N)    095 23 40.     (W)     SCALED    
 BL1886* NAVD 88     -        67.535  (meters)     221.57   (feet)  ADJUSTED  
 BL1886  ___________________________________________________________________
 BL1886  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL1886  DYNAMIC HT  -          67.449 (meters)     221.29  (feet)  COMP
 BL1886  MODELED GRAV-     979,362.4   (mgal)                       NAVD 88
 BL1886
 BL1886  VERT ORDER  -  FIRST     CLASS II
 BL1886
 BL1886.The horizontal coordinates were scaled from a topographic map and have
 BL1886.an estimated accuracy of +/- 6 seconds.
 BL1886
 BL1886.The orthometric height was determined by differential leveling
 BL1886.and adjusted by the National Geodetic Survey in June 1991..
 BL1886
 BL1886.The geoid height was determined by GEOID03.
 BL1886
 BL1886.The dynamic height is computed by dividing the NAVD 88
 BL1886.geopotential number by the normal gravity value computed on the
 BL1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1886.degrees latitude (g = 980.6199 gals.).
 BL1886
 BL1886.The modeled gravity was interpolated from observed gravity values.
 BL1886
 BL1886;                    North         East    Units  Estimated Accuracy
 BL1886;SPC TX C     - 3,152,550.    1,171,730.      MT  (+/- 180 meters Scaled)
 BL1886
 BL1886                          SUPERSEDED SURVEY CONTROL
 BL1886
 BL1886.No superseded survey control is available for this station.
 BL1886
 BL1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ712263(NAD 83)
 BL1886_MARKER: DB = BENCH MARK DISK
 BL1886_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1886_SP_SET: STAINLESS STEEL ROD
 BL1886_STAMPING: F 1296 1980
 BL1886_PROJECTION: FLUSH
 BL1886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1886_ROD/PIPE-DEPTH: 7.0  meters
 BL1886
 BL1886  HISTORY     - Date     Condition        Report By
 BL1886  HISTORY     - 1980     MONUMENTED       NGS
 BL1886  HISTORY     - 19960601 GOOD             USPSQD
 BL1886
 BL1886                          STATION DESCRIPTION
 BL1886
 BL1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BL1886'1.8 KM WEST FROM TRINITY.
 BL1886'1.8 KM. (1.1 MI.) WEST ALONG FARM ROAD 230 FROM THE JUNCTION OF STATE
 BL1886'HIGHWAY 94 IN TRINITY, 14.3 M. (47.0 FT.) SOUTH OF THE CENTERLINE OF
 BL1886'THE FARM ROAD, 28.8 M. (94.5 FT.) WEST OF A CITY LIMIT SIGN, 2.3 M.
 BL1886'(7.5 FT.) NORTH OF A 40-CM. OAK TREE IN A NORTH-SOUTH FENCE, 1.0 M.
 BL1886'(3.0 FT.) SOUTH OF AN EAST-WEST FENCE, 22.4 M. (73.5 FT.) SOUTHEAST OF
 BL1886'A POWERLINE POLE, 1.9 M. (6.2 FT.) EAST-SOUTHEAST OF THE EAST END OF A
 BL1886'CHAIN LINK FENCE.  DISK IS 12 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BL1886'THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BL1886'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BL1886
 BL1886                          STATION RECOVERY (1996)
 BL1886
 BL1886'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2456 ***********************************************************************
 BY2456  DESIGNATION -  F 1297
 BY2456  PID         -  BY2456
 BY2456  STATE/COUNTY-  TX/ANDERSON
 BY2456  USGS QUAD   -  ELKHART CREEK (1982)
 BY2456
 BY2456                         *CURRENT SURVEY CONTROL
 BY2456  ___________________________________________________________________
 BY2456* NAD 83(1986)-  31 37 17.     (N)    095 37 11.     (W)     SCALED    
 BY2456* NAVD 88     -       145.972  (meters)     478.91   (feet)  ADJUSTED  
 BY2456  ___________________________________________________________________
 BY2456  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY2456  DYNAMIC HT  -         145.793 (meters)     478.32  (feet)  COMP
 BY2456  MODELED GRAV-     979,409.9   (mgal)                       NAVD 88
 BY2456
 BY2456  VERT ORDER  -  FIRST     CLASS II
 BY2456
 BY2456.The horizontal coordinates were scaled from a topographic map and have
 BY2456.an estimated accuracy of +/- 6 seconds.
 BY2456
 BY2456.The orthometric height was determined by differential leveling
 BY2456.and adjusted by the National Geodetic Survey in June 1991..
 BY2456
 BY2456.The geoid height was determined by GEOID03.
 BY2456
 BY2456.The dynamic height is computed by dividing the NAVD 88
 BY2456.geopotential number by the normal gravity value computed on the
 BY2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2456.degrees latitude (g = 980.6199 gals.).
 BY2456
 BY2456.The modeled gravity was interpolated from observed gravity values.
 BY2456
 BY2456;                    North         East    Units  Estimated Accuracy
 BY2456;SPC TX C     - 3,226,170.    1,147,060.      MT  (+/- 180 meters Scaled)
 BY2456
 BY2456                          SUPERSEDED SURVEY CONTROL
 BY2456
 BY2456.No superseded survey control is available for this station.
 BY2456
 BY2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR515014(NAD 83)
 BY2456_MARKER: DB = BENCH MARK DISK
 BY2456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2456_SP_SET: STAINLESS STEEL ROD
 BY2456_STAMPING: F 1297 1980
 BY2456_PROJECTION: RECESSED 3 CENTIMETERS
 BY2456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2456_ROD/PIPE-DEPTH: 3.8  meters
 BY2456
 BY2456  HISTORY     - Date     Condition        Report By
 BY2456  HISTORY     - 1980     MONUMENTED       NGS
 BY2456
 BY2456                          STATION DESCRIPTION
 BY2456
 BY2456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2456'3.9 KM WEST FROM ELKHART.
 BY2456'3.9 KM. (2.4 MI.) WEST ALONG STATE HIGHWAY 294 FROM THE MISSOURI
 BY2456'PACIFIC RAILROAD IN ELKHART, AT A POWERLINE CROSSING, 31.1 M.
 BY2456'(102 FT.) EAST OF A RIGHT-OF-WAY MARKER, 17.4 M. (57.0 FT.) NORTH OF
 BY2456'THE CENTERLINE OF THE HIGHWAY, 4.1 M. (13.5 FT.) NORTHWEST OF A
 BY2456'POWERLINE POLE WITH A TRANSFORMER.  DISK IS 12 CM. BELOW GROUND,
 BY2456'ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2456'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BY2456'THE MARK IS 1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0203 ***********************************************************************
 DM0203  DESIGNATION -  F 13
 DM0203  PID         -  DM0203
 DM0203  STATE/COUNTY-  TX/BOWIE
 DM0203  USGS QUAD   -  TEXARKANA (1975)
 DM0203
 DM0203                         *CURRENT SURVEY CONTROL
 DM0203  ___________________________________________________________________
 DM0203* NAD 83(1986)-  33 25 19.     (N)    094 02 45.     (W)     SCALED    
 DM0203* NAVD 88     -        94.554  (meters)     310.22   (feet)  ADJUSTED  
 DM0203  ___________________________________________________________________
 DM0203  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0203  DYNAMIC HT  -          94.453 (meters)     309.88  (feet)  COMP
 DM0203  MODELED GRAV-     979,572.5   (mgal)                       NAVD 88
 DM0203
 DM0203  VERT ORDER  -  SECOND    CLASS 0
 DM0203
 DM0203.The horizontal coordinates were scaled from a topographic map and have
 DM0203.an estimated accuracy of +/- 6 seconds.
 DM0203
 DM0203.The orthometric height was determined by differential leveling
 DM0203.and adjusted by the National Geodetic Survey in June 1991..
 DM0203
 DM0203.The geoid height was determined by GEOID03.
 DM0203
 DM0203.The dynamic height is computed by dividing the NAVD 88
 DM0203.geopotential number by the normal gravity value computed on the
 DM0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0203.degrees latitude (g = 980.6199 gals.).
 DM0203
 DM0203.The modeled gravity was interpolated from observed gravity values.
 DM0203
 DM0203;                    North         East    Units  Estimated Accuracy
 DM0203;SPC TXNC     - 2,203,420.    1,014,100.      MT  (+/- 180 meters Scaled)
 DM0203
 DM0203                          SUPERSEDED SURVEY CONTROL
 DM0203
 DM0203  NGVD 29 (??/??/92)   94.571  (m)          310.27   (f) ADJ UNCH    2 0
 DM0203
 DM0203.Superseded values are not recommended for survey control.
 DM0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0203.See file dsdata.txt to determine how the superseded data were derived.
 DM0203
 DM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS027985(NAD 83)
 DM0203_MARKER: DD = SURVEY DISK
 DM0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0203_STAMPING: F 13
 DM0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0203+STABILITY: SURFACE MOTION
 DM0203
 DM0203  HISTORY     - Date     Condition        Report By
 DM0203  HISTORY     - UNK      MONUMENTED       TXRD
 DM0203  HISTORY     - 1934     GOOD             NGS
 DM0203  HISTORY     - 1935     GOOD             NGS
 DM0203  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0203
 DM0203                          STATION DESCRIPTION
 DM0203
 DM0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DM0203'IN TEXARKANA.
 DM0203'FEDERAL BUILDING AT CORNER OF TEXAS AVENUE AND FOURTH STREET.  IN WEST
 DM0203'CORNER OF GROUNDS.  BRONZE TABLET SET IN TOP OF CONCRETE POST.
 DM0203
 DM0203                          STATION RECOVERY (1935)
 DM0203
 DM0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0203'RECOVERED IN GOOD CONDITION.
 DM0203
 DM0203                          STATION RECOVERY (1997)
 DM0203
 DM0203'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2279 ***********************************************************************
 CS2279  DESIGNATION -  F 130
 CS2279  PID         -  CS2279
 CS2279  STATE/COUNTY-  TX/PARKER
 CS2279  USGS QUAD   -  ANNETA (1979)
 CS2279
 CS2279                         *CURRENT SURVEY CONTROL
 CS2279  ___________________________________________________________________
 CS2279* NAD 83(1986)-  32 43 22.     (N)    097 41 30.     (W)     SCALED    
 CS2279* NAVD 88     -       262.088  (meters)     859.87   (feet)  ADJUSTED  
 CS2279  ___________________________________________________________________
 CS2279  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CS2279  DYNAMIC HT  -         261.771 (meters)     858.83  (feet)  COMP
 CS2279  MODELED GRAV-     979,421.0   (mgal)                       NAVD 88
 CS2279
 CS2279  VERT ORDER  -  FIRST     CLASS II
 CS2279
 CS2279.The horizontal coordinates were scaled from a topographic map and have
 CS2279.an estimated accuracy of +/- 6 seconds.
 CS2279
 CS2279.The orthometric height was determined by differential leveling
 CS2279.and adjusted by the National Geodetic Survey in June 1991..
 CS2279
 CS2279.The geoid height was determined by GEOID03.
 CS2279
 CS2279.The dynamic height is computed by dividing the NAVD 88
 CS2279.geopotential number by the normal gravity value computed on the
 CS2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2279.degrees latitude (g = 980.6199 gals.).
 CS2279
 CS2279.The modeled gravity was interpolated from observed gravity values.
 CS2279
 CS2279;                    North         East    Units  Estimated Accuracy
 CS2279;SPC TXNC     - 2,117,400.      675,770.      MT  (+/- 180 meters Scaled)
 CS2279
 CS2279                          SUPERSEDED SURVEY CONTROL
 CS2279
 CS2279  NGVD 29 (??/??/92)  262.021  (m)          859.65   (f) ADJ UNCH    1 2
 CS2279
 CS2279.Superseded values are not recommended for survey control.
 CS2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2279.See file dsdata.txt to determine how the superseded data were derived.
 CS2279
 CS2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB226213(NAD 83)
 CS2279_MARKER: DB = BENCH MARK DISK
 CS2279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2279_SP_SET: CULVERT
 CS2279_STAMPING: F 130 1951
 CS2279_MARK LOGO: CGS   
 CS2279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2279+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CS2279
 CS2279  HISTORY     - Date     Condition        Report By
 CS2279  HISTORY     - 1951     MONUMENTED       CGS
 CS2279  HISTORY     - 1983     GOOD             NGS
 CS2279  HISTORY     - 20051029 GOOD             USPSQD
 CS2279
 CS2279                          STATION DESCRIPTION
 CS2279
 CS2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS2279'1.0 MI W FROM ANNETA.
 CS2279'1.0 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE ROAD
 CS2279'CROSSING AT ANNETA, 5 POLES EAST OF MILEPOST 270, 36 FEET NORTH OF A
 CS2279'FENCE, 9 FEET SOUTH OF THE SOUTH RAIL, 2 FEET BELOW THE TOP OF THE
 CS2279'RAILS, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 4X8
 CS2279'FOOT CONCRETE CULVERT.
 CS2279
 CS2279                          STATION RECOVERY (1983)
 CS2279
 CS2279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2279'RECOVERED IN GOOD CONDITION.
 CS2279
 CS2279                          STATION RECOVERY (2005)
 CS2279
 CS2279'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS2279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1066 ***********************************************************************
 BZ1066  DESIGNATION -  F 1300
 BZ1066  PID         -  BZ1066
 BZ1066  STATE/COUNTY-  TX/MCLENNAN
 BZ1066  USGS QUAD   -  WEST (1979)
 BZ1066
 BZ1066                         *CURRENT SURVEY CONTROL
 BZ1066  ___________________________________________________________________
 BZ1066* NAD 83(1986)-  31 48 14.     (N)    097 06 03.     (W)     SCALED    
 BZ1066* NAVD 88     -       188.115  (meters)     617.17   (feet)  ADJUSTED  
 BZ1066  ___________________________________________________________________
 BZ1066  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BZ1066  DYNAMIC HT  -         187.880 (meters)     616.40  (feet)  COMP
 BZ1066  MODELED GRAV-     979,388.9   (mgal)                       NAVD 88
 BZ1066  OBS GRAVITY -     979,390.6   (mgal)                       GRAV_OBS
 BZ1066
 BZ1066  VERT ORDER  -  FIRST     CLASS II
 BZ1066
 BZ1066.The horizontal coordinates were scaled from a topographic map and have
 BZ1066.an estimated accuracy of +/- 6 seconds.
 BZ1066
 BZ1066.The orthometric height was determined by differential leveling
 BZ1066.and adjusted by the National Geodetic Survey in June 1991..
 BZ1066
 BZ1066.The geoid height was determined by GEOID03.
 BZ1066
 BZ1066.The dynamic height is computed by dividing the NAVD 88
 BZ1066.geopotential number by the normal gravity value computed on the
 BZ1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1066.degrees latitude (g = 980.6199 gals.).
 BZ1066
 BZ1066.The modeled gravity was interpolated from observed gravity values.
 BZ1066.The observed gravity was obtained from relative gravimeter ties
 BZ1066.to the IGSN71 gravity network.
 BZ1066
 BZ1066;                    North         East    Units  Estimated Accuracy
 BZ1066;SPC TX C     - 3,241,380.    1,006,050.      MT  (+/- 180 meters Scaled)
 BZ1066
 BZ1066                          SUPERSEDED SURVEY CONTROL
 BZ1066
 BZ1066.No superseded survey control is available for this station.
 BZ1066
 BZ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA797202(NAD 83)
 BZ1066_MARKER: I = METAL ROD
 BZ1066_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1066_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1066_STAMPING: F 1300 1980
 BZ1066_PROJECTION: RECESSED 2 CENTIMETERS
 BZ1066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1066+STABILITY: POSITION/ELEVATION WELL
 BZ1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1066+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 BZ1066_ROD/PIPE-DEPTH: 10.7 meters
 BZ1066_SLEEVE-DEPTH  : 8.5 meters
 BZ1066
 BZ1066  HISTORY     - Date     Condition        Report By
 BZ1066  HISTORY     - 1980     MONUMENTED       NGS
 BZ1066  HISTORY     - 19910511 GOOD             USPSQD
 BZ1066  HISTORY     - 19950715 GOOD             USPSQD
 BZ1066  HISTORY     - 20010317 GOOD             USPSQD
 BZ1066  HISTORY     - 20030430 GOOD             NGS
 BZ1066  HISTORY     - 20040110 MARK NOT FOUND   USPSQD
 BZ1066
 BZ1066                          STATION DESCRIPTION
 BZ1066
 BZ1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1066'IN WEST.
 BZ1066'IN WEST, AT THE JUNCTION OF FARM ROAD 2114 AND INTERSTATE 35, AT THE
 BZ1066'VETERANS OF FOREIGN WARS (V.F.W.) POST 4819 BUILDING, 57.8 M.
 BZ1066'(189.5 FT.) SOUTH OF THE CENTER OF THE FARM ROAD, 19.7 M. (64.5 FT.)
 BZ1066'SOUTHWEST OF THE NORTHWEST CORNER OF THE V.F.W. BUILDING, 15.2 M.
 BZ1066'(49.8 FT.) WEST OF THE SOUTHWEST CORNER OF THE V.F.W. BUILDING, 3.7 M.
 BZ1066'(12.0 FT.) EAST OF THE EAST FACE OF A METAL STORAGE BUILDING, 0.9 M.
 BZ1066'(3.0 FT.) SOUTH OF A POWERLINE POLE AT A POWERLINE JUNCTION.  DATUM
 BZ1066'POINT IS 10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM.
 BZ1066'LOGO CAP.
 BZ1066'THE MARK IS 0.6 M BELOW FARM ROAD 2114.
 BZ1066
 BZ1066                          STATION RECOVERY (1991)
 BZ1066
 BZ1066'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1066'RECOVERED IN GOOD CONDITION.
 BZ1066
 BZ1066                          STATION RECOVERY (1995)
 BZ1066
 BZ1066'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1066'RECOVERED IN GOOD CONDITION.
 BZ1066
 BZ1066                          STATION RECOVERY (2001)
 BZ1066
 BZ1066'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1066'RECOVERED IN GOOD CONDITION.
 BZ1066
 BZ1066                          STATION RECOVERY (2003)
 BZ1066
 BZ1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 BZ1066'RECOVERED IN GOOD CONDITION.
 BZ1066
 BZ1066                          STATION RECOVERY (2004)
 BZ1066
 BZ1066'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1055 ***********************************************************************
 BZ1055  DESIGNATION -  F 1301
 BZ1055  PID         -  BZ1055
 BZ1055  STATE/COUNTY-  TX/HILL
 BZ1055  USGS QUAD   -  ABBOTT (1979)
 BZ1055
 BZ1055                         *CURRENT SURVEY CONTROL
 BZ1055  ___________________________________________________________________
 BZ1055* NAD 83(1986)-  31 56 19.     (N)    097 06 26.     (W)     SCALED    
 BZ1055* NAVD 88     -       191.692  (meters)     628.91   (feet)  ADJUSTED  
 BZ1055  ___________________________________________________________________
 BZ1055  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1055  DYNAMIC HT  -         191.456 (meters)     628.14  (feet)  COMP
 BZ1055  MODELED GRAV-     979,400.8   (mgal)                       NAVD 88
 BZ1055
 BZ1055  VERT ORDER  -  FIRST     CLASS II
 BZ1055
 BZ1055.The horizontal coordinates were scaled from a topographic map and have
 BZ1055.an estimated accuracy of +/- 6 seconds.
 BZ1055
 BZ1055.The orthometric height was determined by differential leveling
 BZ1055.and adjusted by the National Geodetic Survey in June 1991..
 BZ1055
 BZ1055.The geoid height was determined by GEOID03.
 BZ1055
 BZ1055.The dynamic height is computed by dividing the NAVD 88
 BZ1055.geopotential number by the normal gravity value computed on the
 BZ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1055.degrees latitude (g = 980.6199 gals.).
 BZ1055
 BZ1055.The modeled gravity was interpolated from observed gravity values.
 BZ1055
 BZ1055;                    North         East    Units  Estimated Accuracy
 BZ1055;SPC TXNC     - 2,031,030.      731,700.      MT  (+/- 180 meters Scaled)
 BZ1055
 BZ1055                          SUPERSEDED SURVEY CONTROL
 BZ1055
 BZ1055.No superseded survey control is available for this station.
 BZ1055
 BZ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA789351(NAD 83)
 BZ1055_MARKER: DB = BENCH MARK DISK
 BZ1055_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1055_SP_SET: OVERPASS PIER
 BZ1055_STAMPING: F 1301 1980
 BZ1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1055
 BZ1055  HISTORY     - Date     Condition        Report By
 BZ1055  HISTORY     - 1980     MONUMENTED       NGS
 BZ1055  HISTORY     - 19950408 POOR             USPSQD
 BZ1055  HISTORY     - 19950715 GOOD             USPSQD
 BZ1055  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1055
 BZ1055                          STATION DESCRIPTION
 BZ1055
 BZ1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1055'8.8 KM SOUTH FROM HILLSBORO.
 BZ1055'2.2 KM. (1.4 FT.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ1055'COURTHOUSE IN HILLSBORO TO THE JUNCTION OF FRONTAGE ROAD WHICH
 BZ1055'PARALLELS INTERSTATE 35 ON THE WEST SIDE, THENCE 6.5 KM. (4.05 MI.)
 BZ1055'SOUTH ALONG THE FRONTAGE ROAD, AT THE JUNCTION OF A ROAD LEADING EAST
 BZ1055'TO CHATT, SET VERTICALLY IN THE WEST FACE OF THE SOUTHWESTERNMOST PIER
 BZ1055'OF AN OVERPASS FOR INTERSTATE 35 SOUTH, 32.6 M. (107 FT.)
 BZ1055'EAST-NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 6.9 M.
 BZ1055'(22.9 FT.) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD UNDER
 BZ1055'THE OVERPASS.  NOTE-THIS PIER IS SET INTO HARD SHALE AT A DEPTH OF
 BZ1055'13.5 M. (44.3 FT.) WITH OVER 100 TONS OF PRESSURE.
 BZ1055'THE MARK IS 1.2 M ABOVE THE GROUND.
 BZ1055
 BZ1055                          STATION RECOVERY (1995)
 BZ1055
 BZ1055'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1055'MARK RECOVERED IN POOR CONDITION.
 BZ1055
 BZ1055                          STATION RECOVERY (1995)
 BZ1055
 BZ1055'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1055'RECOVERED IN GOOD CONDITION.
 BZ1055
 BZ1055                          STATION RECOVERY (2003)
 BZ1055
 BZ1055'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1080 ***********************************************************************
 BZ1080  DESIGNATION -  F 1302
 BZ1080  PID         -  BZ1080
 BZ1080  STATE/COUNTY-  TX/MCLENNAN
 BZ1080  USGS QUAD   -  ELM MOTT (1975)
 BZ1080
 BZ1080                         *CURRENT SURVEY CONTROL
 BZ1080  ___________________________________________________________________
 BZ1080* NAD 83(1986)-  31 39 04.     (N)    097 04 38.     (W)     SCALED    
 BZ1080* NAVD 88     -       144.890  (meters)     475.36   (feet)  ADJUSTED  
 BZ1080  ___________________________________________________________________
 BZ1080  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BZ1080  DYNAMIC HT  -         144.710 (meters)     474.77  (feet)  COMP
 BZ1080  MODELED GRAV-     979,394.5   (mgal)                       NAVD 88
 BZ1080
 BZ1080  VERT ORDER  -  FIRST     CLASS II
 BZ1080
 BZ1080.This mark is at Tstc Waco (CNW) Airport (CNW)
 BZ1080
 BZ1080.The horizontal coordinates were scaled from a topographic map and have
 BZ1080.an estimated accuracy of +/- 6 seconds.
 BZ1080
 BZ1080.The orthometric height was determined by differential leveling
 BZ1080.and adjusted by the National Geodetic Survey in June 1991..
 BZ1080
 BZ1080.The geoid height was determined by GEOID03.
 BZ1080
 BZ1080.The dynamic height is computed by dividing the NAVD 88
 BZ1080.geopotential number by the normal gravity value computed on the
 BZ1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1080.degrees latitude (g = 980.6199 gals.).
 BZ1080
 BZ1080.The modeled gravity was interpolated from observed gravity values.
 BZ1080
 BZ1080;                    North         East    Units  Estimated Accuracy
 BZ1080;SPC TX C     - 3,224,510.    1,008,780.      MT  (+/- 180 meters Scaled)
 BZ1080
 BZ1080                          SUPERSEDED SURVEY CONTROL
 BZ1080
 BZ1080.No superseded survey control is available for this station.
 BZ1080
 BZ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA823033(NAD 83)
 BZ1080_MARKER: I = METAL ROD
 BZ1080_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1080_SP_SET: STAINLESS STEEL ROD
 BZ1080_STAMPING: F 1302 1980
 BZ1080_PROJECTION: RECESSED 4 CENTIMETERS
 BZ1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1080+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 BZ1080_ROD/PIPE-DEPTH: 10.6 meters
 BZ1080
 BZ1080  HISTORY     - Date     Condition        Report By
 BZ1080  HISTORY     - 1980     MONUMENTED       NGS
 BZ1080  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1080  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1080  HISTORY     - 20051105 GOOD             HALFF
 BZ1080  HISTORY     - 20051130 GOOD             HALFF
 BZ1080
 BZ1080                          STATION DESCRIPTION
 BZ1080
 BZ1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1080'IN LACY LAKEVIEW.
 BZ1080'IN LACY LAKEVIEW, ON THE TEXAS STATE TECHNICAL INSTITUTE CAMPUS, AT
 BZ1080'THE NORTHWEST CORNER OF THE JAMES CONNALY CAMPUS AIRPORT RUNWAY
 BZ1080'(FORMERLY AIR FORCE RUNWAY), 1.0 KM. (0.6 MI.) NORTHEAST ALONG A PAVED
 BZ1080'ROAD PARALLELING FARM ROAD 2417 FROM THE NORTHEASTERNMOST ENTRANCE
 BZ1080'GATE OF THE CAMPUS, 0.25 KM. (0.15 MI.) NORTH OF A 4.5-M. BY 4.5-M.
 BZ1080'DOUBLE CHANNEL BOX CULVERT AT THE INSIDE OF A SLIGHT CURVE IN THE
 BZ1080'ASPHALT ROAD, 13.6 M. (45.0 FT.) WEST-SOUTHWEST OF THE CENTERLINE OF
 BZ1080'THE ASPHALT ROAD, 4.9 M. (16.0 FT.) SOUTHWEST OF A CORNER FENCE POST,
 BZ1080'0.3 M. (1.0 FT.) SOUTHEAST OF A FENCE.  DATUM POINT IS 8 CM. BELOW
 BZ1080'GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1080'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BZ1080'THE MARK IS 0.3 M ABOVE THE ASPHALT ROAD.
 BZ1080
 BZ1080                          STATION RECOVERY (1995)
 BZ1080
 BZ1080'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1080'MARK NOT FOUND.
 BZ1080
 BZ1080                          STATION RECOVERY (2001)
 BZ1080
 BZ1080'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1080'MARK NOT FOUND.
 BZ1080
 BZ1080                          STATION RECOVERY (2005)
 BZ1080
 BZ1080'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2005 (GSK)
 BZ1080'1050' WEST OF CENTERLINE OF EXISTING RUNWAY, 37.8' SOUTH OF THE NORTH
 BZ1080'END OF EXISTING RUNWAY, ACCESS IS GAINED THROUGH THE JAMES CONNALY
 BZ1080'AIRPORT ALONG THE WESTERLY PERIMETER MAINTENANCE ROAD WEST OF THE
 BZ1080'RUNWAY, MAINTENANCE ROAD RUNS IN A NORTHEASTERLY DIRECTION THEN A
 BZ1080'NORTHERLY DIRECTION, MARK IS LOCATED 16' SOUTH OF PI IN FENCE, MARK IS
 BZ1080'LOCATED BETWEEN AN OLD ESTABLISHED AND A NEW FENCE
 BZ1080
 BZ1080                          STATION RECOVERY (2005)
 BZ1080
 BZ1080'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2005 (GSK)
 BZ1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1187 ***********************************************************************
 BZ1187  DESIGNATION -  F 1303
 BZ1187  PID         -  BZ1187
 BZ1187  STATE/COUNTY-  TX/BELL
 BZ1187  USGS QUAD   -  TEMPLE (1993)
 BZ1187
 BZ1187                         *CURRENT SURVEY CONTROL
 BZ1187  ___________________________________________________________________
 BZ1187* NAD 83(1986)-  31 01 44.     (N)    097 20 02.     (W)     SCALED    
 BZ1187* NAVD 88     -       177.227  (meters)     581.45   (feet)  ADJUSTED  
 BZ1187  ___________________________________________________________________
 BZ1187  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ1187  DYNAMIC HT  -         176.993 (meters)     580.68  (feet)  COMP
 BZ1187  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 BZ1187
 BZ1187  VERT ORDER  -  FIRST     CLASS II
 BZ1187
 BZ1187.The horizontal coordinates were scaled from a topographic map and have
 BZ1187.an estimated accuracy of +/- 6 seconds.
 BZ1187
 BZ1187.The orthometric height was determined by differential leveling
 BZ1187.and adjusted by the National Geodetic Survey in June 1991..
 BZ1187
 BZ1187.The geoid height was determined by GEOID03.
 BZ1187
 BZ1187.The dynamic height is computed by dividing the NAVD 88
 BZ1187.geopotential number by the normal gravity value computed on the
 BZ1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1187.degrees latitude (g = 980.6199 gals.).
 BZ1187
 BZ1187.The modeled gravity was interpolated from observed gravity values.
 BZ1187
 BZ1187;                    North         East    Units  Estimated Accuracy
 BZ1187;SPC TX C     - 3,154,870.      986,310.      MT  (+/- 180 meters Scaled)
 BZ1187
 BZ1187                          SUPERSEDED SURVEY CONTROL
 BZ1187
 BZ1187.No superseded survey control is available for this station.
 BZ1187
 BZ1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV590339(NAD 83)
 BZ1187_MARKER: I = METAL ROD
 BZ1187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1187_SP_SET: STAINLESS STEEL ROD
 BZ1187_STAMPING: F 1303 1980
 BZ1187_MARK LOGO: NGS   
 BZ1187_PROJECTION: RECESSED 2 CENTIMETERS
 BZ1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1187_ROD/PIPE-DEPTH: 4.3  meters
 BZ1187
 BZ1187  HISTORY     - Date     Condition        Report By
 BZ1187  HISTORY     - 1980     MONUMENTED       NGS
 BZ1187  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1187
 BZ1187                          STATION DESCRIPTION
 BZ1187
 BZ1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1187'8.7 KM (5.45 MI) SOUTH FROM TEMPLE.
 BZ1187'3.3 KM (2.05 MI) SOUTH ALONG STATE HIGHWAY SPUR 290 FROM THE JUNCTION
 BZ1187'OF STATE HIGHWAY 53 IN TEMPLE, THENCE 2.3 KM (1.45 MI) SOUTHEAST ALONG
 BZ1187'U.S. HIGHWAY 190 EAST, THENCE 3.1 KM (1.95 MI) SOUTH ALONG STATE
 BZ1187'HIGHWAY 95, AT THE JUNCTION OF FARM ROAD 93, 47.6 METERS (156 FT)
 BZ1187'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.3 METERS (60.0 FT)
 BZ1187'NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD, 32.0 METERS (105 FT)
 BZ1187'EAST-SOUTHEAST OF A CORNER FENCE POST, 32.0 METERS (105 FT) EAST OF A
 BZ1187'TELEPHONE POLE WITH A LIGHT, 1.7 METERS (5.5 FT) WEST OF POWERLINE
 BZ1187'POLE NUMBER 4096 WITH A TRANSFORMER AND A GUY WIRE, 2.7 METERS
 BZ1187'(9.0 FT) WEST-NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE WARNING SIGN
 BZ1187'AND JUNCTION BOX, 1.7 METERS (5.5 FT) WEST-NORTHWEST OF A RIGHT-OF-WAY
 BZ1187'MARKER, 0.3 METER (1.0 FT) SOUTH-SOUTHWEST OF A FENCE.
 BZ1187'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 BZ1187'THE MARK IS 0.5 M ABOVE THE FARM ROAD.
 BZ1187
 BZ1187                          STATION RECOVERY (2003)
 BZ1187
 BZ1187'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0787 ***********************************************************************
 BM0787  DESIGNATION -  F 1304
 BM0787  PID         -  BM0787
 BM0787  STATE/COUNTY-  TX/WILLIAMSON
 BM0787  USGS QUAD   -  WEIR (1982)
 BM0787
 BM0787                         *CURRENT SURVEY CONTROL
 BM0787  ___________________________________________________________________
 BM0787* NAD 83(1986)-  30 41 15.     (N)    097 30 47.     (W)     SCALED    
 BM0787* NAVD 88     -       211.267  (meters)     693.13   (feet)  ADJUSTED  
 BM0787  ___________________________________________________________________
 BM0787  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BM0787  DYNAMIC HT  -         210.984 (meters)     692.20  (feet)  COMP
 BM0787  MODELED GRAV-     979,297.6   (mgal)                       NAVD 88
 BM0787
 BM0787  VERT ORDER  -  FIRST     CLASS II
 BM0787
 BM0787.The horizontal coordinates were scaled from a topographic map and have
 BM0787.an estimated accuracy of +/- 6 seconds.
 BM0787
 BM0787.The orthometric height was determined by differential leveling
 BM0787.and adjusted by the National Geodetic Survey in June 1991..
 BM0787
 BM0787.The geoid height was determined by GEOID03.
 BM0787
 BM0787.The dynamic height is computed by dividing the NAVD 88
 BM0787.geopotential number by the normal gravity value computed on the
 BM0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0787.degrees latitude (g = 980.6199 gals.).
 BM0787
 BM0787.The modeled gravity was interpolated from observed gravity values.
 BM0787
 BM0787;                    North         East    Units  Estimated Accuracy
 BM0787;SPC TX C     - 3,116,590.      970,170.      MT  (+/- 180 meters Scaled)
 BM0787
 BM0787                          SUPERSEDED SURVEY CONTROL
 BM0787
 BM0787.No superseded survey control is available for this station.
 BM0787
 BM0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU424959(NAD 83)
 BM0787_MARKER: I = METAL ROD
 BM0787_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0787_SP_SET: STAINLESS STEEL ROD
 BM0787_STAMPING: F 1304 1980
 BM0787_MARK LOGO: NGS   
 BM0787_PROJECTION: FLUSH
 BM0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0787+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0787_ROD/PIPE-DEPTH: 2    meters
 BM0787
 BM0787  HISTORY     - Date     Condition        Report By
 BM0787  HISTORY     - 1980     MONUMENTED       NGS
 BM0787  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0787  HISTORY     - 19991231 GOOD             USPSQD
 BM0787  HISTORY     - 20050724 GOOD             USPSQD
 BM0787
 BM0787                          STATION DESCRIPTION
 BM0787
 BM0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0787'8.9 KM (5.55 MI) SW FROM GRANGER.
 BM0787'8.9 KM (5.55 MI) SOUTHWEST ALONG FARM ROAD 971 FROM THE JUNCTION OF
 BM0787'STATE HIGHWAY 95 IN GRANGER, ALSO 7.8 KM (4.85 MI) EAST-NORTHEAST
 BM0787'ALONG FARM ROAD 971 FROM THE JUNCTION OF FARM ROAD 1105 IN WEIR,
 BM0787'21.2 METERS (69.5 FT) SOUTH OF THE CENTERLINE OF THE FARM ROAD,
 BM0787'15.8 METERS (52.0 FT) EAST OF THE CENTERLINE OF A GRAVEL FIELD ROAD
 BM0787'LEADING SOUTH, 11.9 METERS (39.0 FT) EAST-SOUTHEAST OF THE EAST END OF
 BM0787'A 1.5-METER STEEL CULVERT UNDER THE FIELD ROAD, 2.9 METERS (9.5 FT)
 BM0787'EAST OF A POWERLINE POLE, 2.9 METERS (9.5 FT) EAST OF A CORNER FENCE
 BM0787'POST, 0.45 METER (1.4 FT) NORTH OF A FENCE.
 BM0787'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 BM0787'THE MARK IS 0.3 M ABOVE FARM ROAD 971.
 BM0787
 BM0787                          STATION RECOVERY (1990)
 BM0787
 BM0787'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0787'MARK NOT FOUND.
 BM0787
 BM0787                          STATION RECOVERY (1999)
 BM0787
 BM0787'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0787'RECOVERED IN GOOD CONDITION.
 BM0787
 BM0787                          STATION RECOVERY (2005)
 BM0787
 BM0787'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0789 ***********************************************************************
 BM0789  DESIGNATION -  F 1305
 BM0789  PID         -  BM0789
 BM0789  STATE/COUNTY-  TX/WILLIAMSON
 BM0789  USGS QUAD   -  WEIR (1982)
 BM0789
 BM0789                         *CURRENT SURVEY CONTROL
 BM0789  ___________________________________________________________________
 BM0789* NAD 83(1986)-  30 40 29.     (N)    097 35 15.     (W)     SCALED    
 BM0789* NAVD 88     -       207.402  (meters)     680.45   (feet)  ADJUSTED  
 BM0789  ___________________________________________________________________
 BM0789  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BM0789  DYNAMIC HT  -         207.123 (meters)     679.54  (feet)  COMP
 BM0789  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 BM0789
 BM0789  VERT ORDER  -  FIRST     CLASS II
 BM0789
 BM0789.The horizontal coordinates were scaled from a topographic map and have
 BM0789.an estimated accuracy of +/- 6 seconds.
 BM0789
 BM0789.The orthometric height was determined by differential leveling
 BM0789.and adjusted by the National Geodetic Survey in June 1991..
 BM0789
 BM0789.The geoid height was determined by GEOID03.
 BM0789
 BM0789.The dynamic height is computed by dividing the NAVD 88
 BM0789.geopotential number by the normal gravity value computed on the
 BM0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0789.degrees latitude (g = 980.6199 gals.).
 BM0789
 BM0789.The modeled gravity was interpolated from observed gravity values.
 BM0789
 BM0789;                    North         East    Units  Estimated Accuracy
 BM0789;SPC TX C     - 3,115,000.      963,070.      MT  (+/- 180 meters Scaled)
 BM0789
 BM0789                          SUPERSEDED SURVEY CONTROL
 BM0789
 BM0789.No superseded survey control is available for this station.
 BM0789
 BM0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU353944(NAD 83)
 BM0789_MARKER: I = METAL ROD
 BM0789_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM0789_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM0789_STAMPING: F 1305 1980
 BM0789_MARK LOGO: NGS   
 BM0789_PROJECTION: FLUSH
 BM0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0789+STABILITY: POSITION/ELEVATION WELL
 BM0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0789+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0789_ROD/PIPE-DEPTH: 9.2  meters
 BM0789_SLEEVE-DEPTH  : 8.5 meters
 BM0789
 BM0789  HISTORY     - Date     Condition        Report By
 BM0789  HISTORY     - 1980     MONUMENTED       NGS
 BM0789  HISTORY     - 1990     GOOD             USPSQD
 BM0789  HISTORY     - 19991231 GOOD             USPSQD
 BM0789  HISTORY     - 20050724 GOOD             USPSQD
 BM0789
 BM0789                          STATION DESCRIPTION
 BM0789
 BM0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0789'IN WEIR.
 BM0789'IN WEIR, 19.8 METERS (65.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF
 BM0789'THE WEIR GRAIN COMPANY ELEVATOR, 42.4 METERS (139 FT) NORTH OF THE
 BM0789'CENTERLINE OF FARM ROAD 971, 46 METERS (151 FT) NORTHWEST OF THE
 BM0789'NORTHWEST CORNER OF THE GRAIN COMPANY OFFICE BUILDING, 1.2 METERS
 BM0789'(4.0 FT) NORTH OF THE NORTHERNMOST ONE OF TWO TRANSFORMER POLES.
 BM0789'THE MARK IS 1.5 METERS  S FROM A WITNESS POST.
 BM0789'THE MARK IS ABOVE LEVEL WITH FARM ROAD 971.
 BM0789
 BM0789                          STATION RECOVERY (1990)
 BM0789
 BM0789'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0789'RECOVERED IN GOOD CONDITION.
 BM0789
 BM0789                          STATION RECOVERY (1999)
 BM0789
 BM0789'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0789'RECOVERED IN GOOD CONDITION.
 BM0789
 BM0789                          STATION RECOVERY (2005)
 BM0789
 BM0789'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0814 ***********************************************************************
 BM0814  DESIGNATION -  F 1306
 BM0814  PID         -  BM0814
 BM0814  STATE/COUNTY-  TX/TRAVIS
 BM0814  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0814
 BM0814                         *CURRENT SURVEY CONTROL
 BM0814  ___________________________________________________________________
 BM0814* NAD 83(1986)-  30 23 19.     (N)    097 40 21.     (W)     SCALED    
 BM0814* NAVD 88     -       188.468  (meters)     618.33   (feet)  ADJUSTED  
 BM0814  ___________________________________________________________________
 BM0814  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BM0814  DYNAMIC HT  -         188.212 (meters)     617.49  (feet)  COMP
 BM0814  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 BM0814
 BM0814  VERT ORDER  -  FIRST     CLASS II
 BM0814
 BM0814.The horizontal coordinates were scaled from a topographic map and have
 BM0814.an estimated accuracy of +/- 6 seconds.
 BM0814
 BM0814.The orthometric height was determined by differential leveling
 BM0814.and adjusted by the National Geodetic Survey in June 1991..
 BM0814
 BM0814.The geoid height was determined by GEOID03.
 BM0814
 BM0814.The dynamic height is computed by dividing the NAVD 88
 BM0814.geopotential number by the normal gravity value computed on the
 BM0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0814.degrees latitude (g = 980.6199 gals.).
 BM0814
 BM0814.The modeled gravity was interpolated from observed gravity values.
 BM0814
 BM0814;                    North         East    Units  Estimated Accuracy
 BM0814;SPC TX C     - 3,083,090.      955,690.      MT  (+/- 180 meters Scaled)
 BM0814
 BM0814                          SUPERSEDED SURVEY CONTROL
 BM0814
 BM0814.No superseded survey control is available for this station.
 BM0814
 BM0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU275625(NAD 83)
 BM0814_MARKER: DB = BENCH MARK DISK
 BM0814_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0814_SP_SET: BRIDGE ABUTMENT
 BM0814_STAMPING: F 1306 1980
 BM0814_MARK LOGO: NGS   
 BM0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0814
 BM0814  HISTORY     - Date     Condition        Report By
 BM0814  HISTORY     - 1980     MONUMENTED       NGS
 BM0814  HISTORY     - 1990     GOOD             USPSQD
 BM0814  HISTORY     - 19950624 GOOD             USPSQD
 BM0814  HISTORY     - 20030308 GOOD             USPSQD
 BM0814
 BM0814                          STATION DESCRIPTION
 BM0814
 BM0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0814'6.6 KM (4.1 MI) NORTH FROM AUSTIN.
 BM0814'6.6 KM (4.1 MI) NORTH ALONG INTERSTATE 35 FROM THE JUNCTION OF U.S.
 BM0814'HIGHWAY 183 IN AUSTIN, IN TOP OF THE WEST END OF THE NORTH CONCRETE
 BM0814'ABUTMENT OF THE INTERSTATE 35 SOUTHBOUND BRIDGE OVER WALNUT CREEK,
 BM0814'7.9 METERS (26.0 FT) WEST OF THE CENTERLINE OF INTERSTATE 35
 BM0814'SOUTHBOUND, 18.9 METERS (61.9 FT) EAST OF THE CENTERLINE OF THE WEST
 BM0814'FRONTAGE ROAD.  NOTE-PIERS ARE DRILLED INTO AUSTIN CHALK.
 BM0814'THE MARK IS 1.4 M BELOW INTERSTATE 35.
 BM0814
 BM0814                          STATION RECOVERY (1990)
 BM0814
 BM0814'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0814'RECOVERED IN GOOD CONDITION.
 BM0814
 BM0814                          STATION RECOVERY (1995)
 BM0814
 BM0814'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0814'RECOVERED IN GOOD CONDITION.
 BM0814
 BM0814                          STATION RECOVERY (2003)
 BM0814
 BM0814'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0755 ***********************************************************************
 BM0755  DESIGNATION -  F 1307
 BM0755  PID         -  BM0755
 BM0755  STATE/COUNTY-  TX/TRAVIS
 BM0755  USGS QUAD   -  OAK HILL (1988)
 BM0755
 BM0755                         *CURRENT SURVEY CONTROL
 BM0755  ___________________________________________________________________
 BM0755* NAD 83(1986)-  30 08 09.     (N)    097 47 52.     (W)     SCALED    
 BM0755* NAVD 88     -       186.478  (meters)     611.80   (feet)  ADJUSTED  
 BM0755  ___________________________________________________________________
 BM0755  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0755  DYNAMIC HT  -         186.219 (meters)     610.95  (feet)  COMP
 BM0755  MODELED GRAV-     979,249.8   (mgal)                       NAVD 88
 BM0755
 BM0755  VERT ORDER  -  FIRST     CLASS II
 BM0755
 BM0755.The horizontal coordinates were scaled from a topographic map and have
 BM0755.an estimated accuracy of +/- 6 seconds.
 BM0755
 BM0755.The orthometric height was determined by differential leveling
 BM0755.and adjusted by the National Geodetic Survey in June 1991..
 BM0755
 BM0755.The geoid height was determined by GEOID03.
 BM0755
 BM0755.The dynamic height is computed by dividing the NAVD 88
 BM0755.geopotential number by the normal gravity value computed on the
 BM0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0755.degrees latitude (g = 980.6199 gals.).
 BM0755
 BM0755.The modeled gravity was interpolated from observed gravity values.
 BM0755
 BM0755;                    North         East    Units  Estimated Accuracy
 BM0755;SPC TX C     - 3,054,800.      944,290.      MT  (+/- 180 meters Scaled)
 BM0755
 BM0755                          SUPERSEDED SURVEY CONTROL
 BM0755
 BM0755.No superseded survey control is available for this station.
 BM0755
 BM0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU157344(NAD 83)
 BM0755_MARKER: DB = BENCH MARK DISK
 BM0755_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0755_SP_SET: OVERPASS ABUTMENT
 BM0755_STAMPING: F 1307 1980
 BM0755_MARK LOGO: NGS   
 BM0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0755+STABILITY: POSITION/ELEVATION WELL
 BM0755
 BM0755  HISTORY     - Date     Condition        Report By
 BM0755  HISTORY     - 1980     MONUMENTED       NGS
 BM0755  HISTORY     - 1990     GOOD             USPSQD
 BM0755  HISTORY     - 19950725 MARK NOT FOUND   USPSQD
 BM0755  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0755
 BM0755                          STATION DESCRIPTION
 BM0755
 BM0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0755'10.6 KM (6.6 MI) SW FROM AUSTIN.
 BM0755'6.6 KM (4.1 MI) SOUTHWEST ALONG CONGRESS AVENUE FROM THE JUNCTION OF
 BM0755'BEN WHITE BOULEVARD IN AUSTIN, THENCE 4.0 KM (2.5 MI) SOUTHWEST ALONG
 BM0755'THE EAST FRONTAGE ROAD OF INTERSTATE 35, ALSO 18.3 KM (11.4 MI)
 BM0755'NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE 35 FROM THE FARM
 BM0755'ROAD 150 EAST OVERPASS IN KYLE, AT THE INTERSTATE BRIDGE OVER ONION
 BM0755'CREEK, IN THE EAST END OF THE NORTH ABUTMENT OF THE BRIDGE FOR THE
 BM0755'SOUTHBOUND LANES OF THE INTERSTATE.  NOTE-ABUTMENT IS RESTING ON ROCK.
 BM0755'THE MARK IS ABOVE LEVEL WITH THE INTERSTATE.
 BM0755
 BM0755                          STATION RECOVERY (1990)
 BM0755
 BM0755'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0755'RECOVERED IN GOOD CONDITION.
 BM0755
 BM0755                          STATION RECOVERY (1995)
 BM0755
 BM0755'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0755'MARK NOT FOUND.
 BM0755
 BM0755                          STATION RECOVERY (2003)
 BM0755
 BM0755'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BM0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1567 ***********************************************************************
 AY1567  DESIGNATION -  F 1308
 AY1567  PID         -  AY1567
 AY1567  STATE/COUNTY-  TX/COMAL
 AY1567  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY1567
 AY1567                         *CURRENT SURVEY CONTROL
 AY1567  ___________________________________________________________________
 AY1567* NAD 83(1986)-  29 41 39.     (N)    098 06 22.     (W)     SCALED    
 AY1567* NAVD 88     -       191.061  (meters)     626.84   (feet)  ADJUSTED  
 AY1567  ___________________________________________________________________
 AY1567  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AY1567  DYNAMIC HT  -         190.787 (meters)     625.94  (feet)  COMP
 AY1567  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 AY1567
 AY1567  VERT ORDER  -  FIRST     CLASS II
 AY1567
 AY1567.The horizontal coordinates were scaled from a topographic map and have
 AY1567.an estimated accuracy of +/- 6 seconds.
 AY1567
 AY1567.The orthometric height was determined by differential leveling
 AY1567.and adjusted by the National Geodetic Survey in June 1991..
 AY1567
 AY1567.The geoid height was determined by GEOID03.
 AY1567
 AY1567.The dynamic height is computed by dividing the NAVD 88
 AY1567.geopotential number by the normal gravity value computed on the
 AY1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1567.degrees latitude (g = 980.6199 gals.).
 AY1567
 AY1567.The modeled gravity was interpolated from observed gravity values.
 AY1567
 AY1567;                    North         East    Units  Estimated Accuracy
 AY1567;SPC TXSC     - 4,206,560.      686,500.      MT  (+/- 180 meters Scaled)
 AY1567
 AY1567                          SUPERSEDED SURVEY CONTROL
 AY1567
 AY1567.No superseded survey control is available for this station.
 AY1567
 AY1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT864852(NAD 83)
 AY1567_MARKER: DB = BENCH MARK DISK
 AY1567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1567_SP_SET: BRIDGE
 AY1567_STAMPING: F 1308 1980
 AY1567_MARK LOGO: NGS   
 AY1567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1567
 AY1567  HISTORY     - Date     Condition        Report By
 AY1567  HISTORY     - 1980     MONUMENTED       NGS
 AY1567  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1567  HISTORY     - 1990     GOOD             USPSQD
 AY1567  HISTORY     - 1990     GOOD             USPSQD
 AY1567  HISTORY     - 19990925 GOOD             USPSQD
 AY1567  HISTORY     - 20030517 GOOD             USPSQD
 AY1567  HISTORY     - 20060719 GOOD             USPSQD
 AY1567
 AY1567                          STATION DESCRIPTION
 AY1567
 AY1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1567'IN NEW BRAUNFELS.
 AY1567'IN NEW BRAUNFELS, IN THE EAST END OF THE NORTH CONCRETE GUARD RAIL OF
 AY1567'BUSINESS HIGHWAY 81 BRIDGE NUMBER 16-4-16-50 OVER THE GUADALUPE RIVER,
 AY1567'6.3 METERS (20.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 AY1567'THE HIGHWAY, 1.2 METERS (4.0 FT) WEST-NORTHWEST OF A GUADALUPE RIVER
 AY1567'BRIDGE SIGN.  NOTE-THE BRIDGE WAS BUILT IN 1934.
 AY1567'THE MARK IS 0.8 M BELOW THE TOP OF THE GUARDRAIL.
 AY1567
 AY1567                          STATION RECOVERY (1989)
 AY1567
 AY1567'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1567'MARK NOT FOUND.
 AY1567
 AY1567                          STATION RECOVERY (1990)
 AY1567
 AY1567'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1567'RECOVERED IN GOOD CONDITION.
 AY1567
 AY1567                          STATION RECOVERY (1990)
 AY1567
 AY1567'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1567'RECOVERED IN GOOD CONDITION.
 AY1567
 AY1567                          STATION RECOVERY (1999)
 AY1567
 AY1567'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1567'RECOVERED IN GOOD CONDITION.
 AY1567
 AY1567                          STATION RECOVERY (2003)
 AY1567
 AY1567'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 AY1567'RECOVERED IN GOOD CONDITION.
 AY1567
 AY1567                          STATION RECOVERY (2006)
 AY1567
 AY1567'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2294 ***********************************************************************
 CS2294  DESIGNATION -  F 131
 CS2294  PID         -  CS2294
 CS2294  STATE/COUNTY-  TX/PARKER
 CS2294  USGS QUAD   -  LAKE WEATHERFORD (1979)
 CS2294
 CS2294                         *CURRENT SURVEY CONTROL
 CS2294  ___________________________________________________________________
 CS2294* NAD 83(1986)-  32 47 40.     (N)    097 43 30.     (W)     SCALED    
 CS2294* NAVD 88     -       330.666  (meters)    1084.86   (feet)  ADJUSTED  
 CS2294  ___________________________________________________________________
 CS2294  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CS2294  DYNAMIC HT  -         330.265 (meters)    1083.54  (feet)  COMP
 CS2294  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 CS2294
 CS2294  VERT ORDER  -  FIRST     CLASS II
 CS2294
 CS2294.The horizontal coordinates were scaled from a topographic map and have
 CS2294.an estimated accuracy of +/- 6 seconds.
 CS2294
 CS2294.The orthometric height was determined by differential leveling
 CS2294.and adjusted by the National Geodetic Survey in June 1991..
 CS2294
 CS2294.The geoid height was determined by GEOID03.
 CS2294
 CS2294.The dynamic height is computed by dividing the NAVD 88
 CS2294.geopotential number by the normal gravity value computed on the
 CS2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2294.degrees latitude (g = 980.6199 gals.).
 CS2294
 CS2294.The modeled gravity was interpolated from observed gravity values.
 CS2294
 CS2294;                    North         East    Units  Estimated Accuracy
 CS2294;SPC TXNC     - 2,125,330.      672,590.      MT  (+/- 180 meters Scaled)
 CS2294
 CS2294                          SUPERSEDED SURVEY CONTROL
 CS2294
 CS2294  NGVD 29 (??/??/92)  330.582  (m)         1084.58   (f) ADJ UNCH    1 2
 CS2294
 CS2294.Superseded values are not recommended for survey control.
 CS2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2294.See file dsdata.txt to determine how the superseded data were derived.
 CS2294
 CS2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB193292(NAD 83)
 CS2294_MARKER: DB = BENCH MARK DISK
 CS2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2294_STAMPING: F 131 1952
 CS2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2294+STABILITY: SURFACE MOTION
 CS2294
 CS2294  HISTORY     - Date     Condition        Report By
 CS2294  HISTORY     - 1952     MONUMENTED       CGS
 CS2294  HISTORY     - 1964     GOOD             NGS
 CS2294  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CS2294  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2294
 CS2294                          STATION DESCRIPTION
 CS2294
 CS2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2294'6.6 MI NE FROM WEATHERFORD.
 CS2294'0.8 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CS2294'WEATHERFORD, THENCE 2.25 MILES NORTHEAST ALONG DENTON ROAD, THENCE 1.7
 CS2294'MILES NORTHEAST ALONG A WINDING DIRT ROAD, THENCE 1.55 MILES SOUTHEAST
 CS2294'ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE NORTHEAST ALONG A TRACK
 CS2294'ROAD, AT THE BEDDINGER AIRPORT, 7.7 FEET SOUTH OF THE WEST CORNER OF
 CS2294'THE HANGAR, 3 FEET SOUTHWEST OF THE SOUTHWEST WALL OF THE HANGAR, SET
 CS2294'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 CS2294'GROUND.  NOTE-- EXCEPT THE MARK IS ABOUT 1 INCH BELOW THE SURFACE OF
 CS2294'THE GROUND.  THE BEDDINGER AIRPORT IS NOW ABANDONED.  THE OLD HANGAR
 CS2294'IS STILL THERE, BUT THE RUNWAY IS PASTURE LAND.
 CS2294
 CS2294                          STATION RECOVERY (1995)
 CS2294
 CS2294'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2294'MARK NOT FOUND.
 CS2294
 CS2294                          STATION RECOVERY (1997)
 CS2294
 CS2294'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0760 ***********************************************************************
 DN0760  DESIGNATION -  F 132
 DN0760  PID         -  DN0760
 DN0760  STATE/COUNTY-  TX/WISE
 DN0760  USGS QUAD   -  DECATUR (1972)
 DN0760
 DN0760                         *CURRENT SURVEY CONTROL
 DN0760  ___________________________________________________________________
 DN0760* NAD 83(1986)-  33 14 36.     (N)    097 35 01.     (W)     SCALED    
 DN0760* NAVD 88     -       320.790  (meters)    1052.46   (feet)  ADJUSTED  
 DN0760  ___________________________________________________________________
 DN0760  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DN0760  DYNAMIC HT  -         320.418 (meters)    1051.24  (feet)  COMP
 DN0760  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 DN0760
 DN0760  VERT ORDER  -  FIRST     CLASS II
 DN0760
 DN0760.The horizontal coordinates were scaled from a topographic map and have
 DN0760.an estimated accuracy of +/- 6 seconds.
 DN0760
 DN0760.The orthometric height was determined by differential leveling
 DN0760.and adjusted by the National Geodetic Survey in June 1991..
 DN0760
 DN0760.The geoid height was determined by GEOID03.
 DN0760
 DN0760.The dynamic height is computed by dividing the NAVD 88
 DN0760.geopotential number by the normal gravity value computed on the
 DN0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0760.degrees latitude (g = 980.6199 gals.).
 DN0760
 DN0760.The modeled gravity was interpolated from observed gravity values.
 DN0760
 DN0760;                    North         East    Units  Estimated Accuracy
 DN0760;SPC TXNC     - 2,175,210.      685,390.      MT  (+/- 180 meters Scaled)
 DN0760
 DN0760                          SUPERSEDED SURVEY CONTROL
 DN0760
 DN0760  NGVD 29 (??/??/92)  320.712  (m)         1052.20   (f) ADJ UNCH    1 2
 DN0760
 DN0760.Superseded values are not recommended for survey control.
 DN0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0760.See file dsdata.txt to determine how the superseded data were derived.
 DN0760
 DN0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB319791(NAD 83)
 DN0760_MARKER: DB = BENCH MARK DISK
 DN0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0760_SP_SET: CULVERT
 DN0760_STAMPING: F 132 1952
 DN0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0760
 DN0760  HISTORY     - Date     Condition        Report By
 DN0760  HISTORY     - 1952     MONUMENTED       CGS
 DN0760  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0760  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0760
 DN0760                          STATION DESCRIPTION
 DN0760
 DN0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0760'0.75 MI NW FROM DECATUR.
 DN0760'0.75 MILE NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0760'THE STATION AT DECATUR, 2 POLES SOUTHEAST OF MILEPOST 41, 4 1/2 RAILS
 DN0760'SOUTHEAST OF A ROAD CROSSING, 14 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DN0760'6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST END
 DN0760'OF THE NORTHEAST HEADWALL OF CONCRETE CULVERT 40-94.
 DN0760
 DN0760                          STATION RECOVERY (1984)
 DN0760
 DN0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0760'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
 DN0760
 DN0760                          STATION RECOVERY (1997)
 DN0760
 DN0760'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0017 ***********************************************************************
 DO0017  DESIGNATION -  F 133
 DO0017  PID         -  DO0017
 DO0017  STATE/COUNTY-  TX/CLAY
 DO0017  USGS QUAD   -  JOLLY (1972)
 DO0017
 DO0017                         *CURRENT SURVEY CONTROL
 DO0017  ___________________________________________________________________
 DO0017* NAD 83(1986)-  33 52 22.     (N)    098 22 29.     (W)     SCALED    
 DO0017* NAVD 88     -       284.980  (meters)     934.97   (feet)  ADJUSTED  
 DO0017  ___________________________________________________________________
 DO0017  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DO0017  DYNAMIC HT  -         284.667 (meters)     933.95  (feet)  COMP
 DO0017  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 DO0017
 DO0017  VERT ORDER  -  FIRST     CLASS II
 DO0017
 DO0017.The horizontal coordinates were scaled from a topographic map and have
 DO0017.an estimated accuracy of +/- 6 seconds.
 DO0017
 DO0017.The orthometric height was determined by differential leveling
 DO0017.and adjusted by the National Geodetic Survey in June 1991..
 DO0017
 DO0017.The geoid height was determined by GEOID03.
 DO0017
 DO0017.The dynamic height is computed by dividing the NAVD 88
 DO0017.geopotential number by the normal gravity value computed on the
 DO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0017.degrees latitude (g = 980.6199 gals.).
 DO0017
 DO0017.The modeled gravity was interpolated from observed gravity values.
 DO0017
 DO0017;                    North         East    Units  Estimated Accuracy
 DO0017;SPC TXNC     - 2,244,650.      611,590.      MT  (+/- 180 meters Scaled)
 DO0017
 DO0017                          SUPERSEDED SURVEY CONTROL
 DO0017
 DO0017  NGVD 29 (??/??/92)  284.914  (m)          934.76   (f) ADJ UNCH    1 2
 DO0017
 DO0017.Superseded values are not recommended for survey control.
 DO0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0017.See file dsdata.txt to determine how the superseded data were derived.
 DO0017
 DO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC578482(NAD 83)
 DO0017_MARKER: DB = BENCH MARK DISK
 DO0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0017_SP_SET: ABUTMENT
 DO0017_STAMPING: 934.755 F 133 1933
 DO0017_MARK LOGO: CGS   
 DO0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0017
 DO0017  HISTORY     - Date     Condition        Report By
 DO0017  HISTORY     - 1933     MONUMENTED       CGS
 DO0017  HISTORY     - 1950     GOOD             NGS
 DO0017  HISTORY     - 1984     GOOD             NGS
 DO0017
 DO0017                          STATION DESCRIPTION
 DO0017
 DO0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0017'1.6 MI NW FROM JOLLY.
 DO0017'1.6 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0017'JOLLY, CLAY COUNTY, AT MILEAGE 106.81, AT A CONCRETE BRIDGE, AND ON
 DO0017'THE NORTHEAST CORNER OF THE SOUTHEAST ABUTMENT.  A STANDARD DISK,
 DO0017'STAMPED 934.755 F 133 1933. NOTE-- IT IS AT MILEAGE 106.91 RATHER THAN
 DO0017'106.81 AS SHOWN IN THE PREVIOUS DESCRIPTION. THE ELEVATION HAD BEEN
 DO0017'STAMPED PRIOR TO THE DATE OF THIS RECOVERY.
 DO0017
 DO0017                          STATION RECOVERY (1984)
 DO0017
 DO0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0017'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.6 KM (7.2
 DO0017'MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 DO0017'JUNCTION WITH 7TH STREET IN WICHITA FALLS, IN TOP OF THE NORTHEAST END
 DO0017'OF THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE NUMBER 106.91, 2.5 METERS
 DO0017'(8.2 FT) NORTHEAST OF THE NEAR RAIL, AND 0.6 METER (2.0 FT) SOUTHWEST
 DO0017'OF THE NORTHEAST END OF THE ABUTMENT.
 DO0017'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0005 ***********************************************************************
 EN0005  DESIGNATION -  F 135
 EN0005  PID         -  EN0005
 EN0005  STATE/COUNTY-  TX/HALL
 EN0005  USGS QUAD   -  ESTELLINE (1985)
 EN0005
 EN0005                         *CURRENT SURVEY CONTROL
 EN0005  ___________________________________________________________________
 EN0005* NAD 83(1986)-  34 36 10.     (N)    100 27 55.     (W)     SCALED    
 EN0005* NAVD 88     -       559.249  (meters)    1834.80   (feet)  ADJUSTED  
 EN0005  ___________________________________________________________________
 EN0005  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 EN0005  DYNAMIC HT  -         558.619 (meters)    1832.74  (feet)  COMP
 EN0005  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 EN0005
 EN0005  VERT ORDER  -  FIRST     CLASS II
 EN0005
 EN0005.The horizontal coordinates were scaled from a topographic map and have
 EN0005.an estimated accuracy of +/- 6 seconds.
 EN0005
 EN0005.The orthometric height was determined by differential leveling
 EN0005.and adjusted by the National Geodetic Survey in June 1991..
 EN0005.WARNING-Repeat measurements at this control monument indicate possible
 EN0005.vertical movement.
 EN0005
 EN0005.The geoid height was determined by GEOID03.
 EN0005
 EN0005.The dynamic height is computed by dividing the NAVD 88
 EN0005.geopotential number by the normal gravity value computed on the
 EN0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0005.degrees latitude (g = 980.6199 gals.).
 EN0005
 EN0005.The modeled gravity was interpolated from observed gravity values.
 EN0005
 EN0005;                    North         East    Units  Estimated Accuracy
 EN0005;SPC TX N     - 1,067,370.      294,910.      MT  (+/- 180 meters Scaled)
 EN0005
 EN0005                          SUPERSEDED SURVEY CONTROL
 EN0005
 EN0005  NGVD 29 (??/??/92)  559.000  (m)         1833.99   (f) ADJ UNCH    1 2
 EN0005
 EN0005.Superseded values are not recommended for survey control.
 EN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0005.See file dsdata.txt to determine how the superseded data were derived.
 EN0005
 EN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD656299(NAD 83)
 EN0005_MARKER: DB = BENCH MARK DISK
 EN0005_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EN0005_STAMPING: F 135 1933 1833.986
 EN0005_MARK LOGO: CGS   
 EN0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0005+STABILITY: SURFACE MOTION
 EN0005
 EN0005  HISTORY     - Date     Condition        Report By
 EN0005  HISTORY     - 1933     MONUMENTED       CGS
 EN0005  HISTORY     - 1933     GOOD             NGS
 EN0005  HISTORY     - 1984     GOOD             NGS
 EN0005
 EN0005                          STATION DESCRIPTION
 EN0005
 EN0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0005'4.3 MI NW FROM ESTELLINE.
 EN0005'AT MILEAGE 241.19, SET IN SOUTHEAST CORNER OF SOUTHWEST HEADWALL OF
 EN0005'CONCRETE RAILROAD CULVERT.
 EN0005
 EN0005                          STATION RECOVERY (1984)
 EN0005
 EN0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0005'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  15.5 KM
 EN0005'(9.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EN0005'STATE HIGHWAY 256 IN MEMPHIS, 0.3 KM (0.2 MI) NORTHWEST OF RAILROAD
 EN0005'MILEPOST 241, IN THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL
 EN0005'OF AN 8- BY 8-FOOT BOX CULVERT UNDER THE BURLINGTON NORTHERN RAILROAD,
 EN0005'32.0 M (105.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 EN0005'OF THE HIGHWAY, 14.1 M (46.3 FT) NORTHWEST OF THE NORTHWEST END OF A
 EN0005'WOODEN TRESTLE BRIDGE NUMBER 241.17, 4.2 M (13.8 FT) SOUTHWEST OF THE
 EN0005'NEAR RAIL, AND 0.6 M (2.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 EN0005'HEADWALL.
 EN0005'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0289 ***********************************************************************
 FL0289  DESIGNATION -  F 136
 FL0289  PID         -  FL0289
 FL0289  STATE/COUNTY-  TX/DONLEY
 FL0289  USGS QUAD   -  ROACH RANCH (1978)
 FL0289
 FL0289                         *CURRENT SURVEY CONTROL
 FL0289  ___________________________________________________________________
 FL0289* NAD 83(1986)-  35 06 40.     (N)    100 53 38.     (W)     SCALED    
 FL0289* NAVD 88     -       928.191  (meters)    3045.24   (feet)  POSTED    
 FL0289  ___________________________________________________________________
 FL0289  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 FL0289  DYNAMIC HT  -         927.130 (meters)    3041.76  (feet)  COMP
 FL0289  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 FL0289
 FL0289  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FL0289
 FL0289.The horizontal coordinates were scaled from a topographic map and have
 FL0289.an estimated accuracy of +/- 6 seconds.
 FL0289
 FL0289.The orthometric height was determined by differential leveling
 FL0289.and adjusted by the National Geodetic Survey in 1992..
 FL0289.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FL0289.rate of 1.1 thru 2.0 mm/km.
 FL0289
 FL0289.The geoid height was determined by GEOID03.
 FL0289
 FL0289.The dynamic height is computed by dividing the NAVD 88
 FL0289.geopotential number by the normal gravity value computed on the
 FL0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0289.degrees latitude (g = 980.6199 gals.).
 FL0289
 FL0289.The modeled gravity was interpolated from observed gravity values.
 FL0289
 FL0289;                    North         East    Units  Estimated Accuracy
 FL0289;SPC TX N     - 1,123,430.      255,250.      MT  (+/- 180 meters Scaled)
 FL0289
 FL0289                          SUPERSEDED SURVEY CONTROL
 FL0289
 FL0289  NGVD 29 (??/??/92)  927.779  (m)         3043.89   (f) ADJ UNCH    1 2
 FL0289
 FL0289.Superseded values are not recommended for survey control.
 FL0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0289.See file dsdata.txt to determine how the superseded data were derived.
 FL0289
 FL0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD274870(NAD 83)
 FL0289_MARKER: DB = BENCH MARK DISK
 FL0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0289_STAMPING: F 136 1933
 FL0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0289+STABILITY: SURFACE MOTION
 FL0289
 FL0289  HISTORY     - Date     Condition        Report By
 FL0289  HISTORY     - 1933     MONUMENTED       CGS
 FL0289  HISTORY     - 1960     GOOD             USGS
 FL0289  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0289
 FL0289                          STATION DESCRIPTION
 FL0289
 FL0289'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FL0289'10.8 MI N FROM CLARENDON.
 FL0289'CLARENDON, INTERSECTION OF U.S HWY. 287 AND HWY. 70.  10.8 MILES NORTH
 FL0289'OF ALONG ST. HWY 70.  JERICO, INTERSECTION OF INTERSTATE HWY 40 (US
 FL0289'66) AND ST. HWY. 70.  4.6 MILES SOUTH OF ALONG ST. HWY. 70, 80 FT.
 FL0289'EAST OF AND 3 FT. LOWER THAN CENTERLINE OF HWY. NORMAL, 20 FEET EAST
 FL0289'OF EAST R.O.W. FENCE, 120 FEET NORTH OF T-FENCE.  EAST STANDARD DISK
 FL0289'STAMPED F 136 1933 AND SET IN THE TOP OF CONCRETE POST PROJECTION 0.2
 FL0289'FEET ABOVE GROUND.
 FL0289
 FL0289                          STATION RECOVERY (1984)
 FL0289
 FL0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0090 ***********************************************************************
 GK0090  DESIGNATION -  F 137
 GK0090  PID         -  GK0090
 GK0090  STATE/COUNTY-  TX/OCHILTREE
 GK0090  USGS QUAD   -  PICKETT RANCH CREEK (1973)
 GK0090
 GK0090                         *CURRENT SURVEY CONTROL
 GK0090  ___________________________________________________________________
 GK0090* NAD 83(1986)-  36 07 10.     (N)    100 37 46.     (W)     SCALED    
 GK0090* NAVD 88     -       868.132  (meters)    2848.20   (feet)  ADJUSTED  
 GK0090  ___________________________________________________________________
 GK0090  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 GK0090  DYNAMIC HT  -         867.207 (meters)    2845.16  (feet)  COMP
 GK0090  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 GK0090
 GK0090  VERT ORDER  -  FIRST     CLASS II
 GK0090
 GK0090.The horizontal coordinates were scaled from a topographic map and have
 GK0090.an estimated accuracy of +/- 6 seconds.
 GK0090
 GK0090.The orthometric height was determined by differential leveling
 GK0090.and adjusted by the National Geodetic Survey in June 1991..
 GK0090
 GK0090.The geoid height was determined by GEOID03.
 GK0090
 GK0090.The dynamic height is computed by dividing the NAVD 88
 GK0090.geopotential number by the normal gravity value computed on the
 GK0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0090.degrees latitude (g = 980.6199 gals.).
 GK0090
 GK0090.The modeled gravity was interpolated from observed gravity values.
 GK0090
 GK0090;                    North         East    Units  Estimated Accuracy
 GK0090;SPC TX N     - 1,235,480.      278,370.      MT  (+/- 180 meters Scaled)
 GK0090
 GK0090                          SUPERSEDED SURVEY CONTROL
 GK0090
 GK0090  NGVD 29 (??/??/92)  867.770  (m)         2847.01   (f) ADJ UNCH    1 2
 GK0090
 GK0090.Superseded values are not recommended for survey control.
 GK0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0090.See file dsdata.txt to determine how the superseded data were derived.
 GK0090
 GK0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE533984(NAD 83)
 GK0090_MARKER: DB = BENCH MARK DISK
 GK0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0090_STAMPING: F-137 1934
 GK0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0090+STABILITY: SURFACE MOTION
 GK0090
 GK0090  HISTORY     - Date     Condition        Report By
 GK0090  HISTORY     - 1934     MONUMENTED       CGS
 GK0090  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0090
 GK0090                          STATION DESCRIPTION
 GK0090
 GK0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0090'23.0 MI SE FROM PERRYTON.
 GK0090'23.0 MILES SOUTHEAST OF COUNTY COURT HOUSE, AT PERRYTON 0.3 MILE
 GK0090'SOUTHEAST OF SMALL UNPAINTED FARM HOUSE.  60 FEET SOUTHWEST OF
 GK0090'CENTERLINE OF U.S. HIGHWAY 83 UNDER CONSTRUCTION.  NOTE-- RD. WORK IN
 GK0090'AREA.
 GK0090
 GK0090                          STATION RECOVERY (1973)
 GK0090
 GK0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1512 ***********************************************************************
 AY1512  DESIGNATION -  F 1377
 AY1512  PID         -  AY1512
 AY1512  STATE/COUNTY-  TX/BEXAR
 AY1512  USGS QUAD   -  SOUTHTON (1992)
 AY1512
 AY1512                         *CURRENT SURVEY CONTROL
 AY1512  ___________________________________________________________________
 AY1512* NAD 83(1986)-  29 20 06.     (N)    098 27 14.     (W)     SCALED    
 AY1512* NAVD 88     -       166.356  (meters)     545.79   (feet)  ADJUSTED  
 AY1512  ___________________________________________________________________
 AY1512  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AY1512  DYNAMIC HT  -         166.114 (meters)     544.99  (feet)  COMP
 AY1512  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 AY1512
 AY1512  VERT ORDER  -  FIRST     CLASS II
 AY1512
 AY1512.The horizontal coordinates were scaled from a topographic map and have
 AY1512.an estimated accuracy of +/- 6 seconds.
 AY1512
 AY1512.The orthometric height was determined by differential leveling
 AY1512.and adjusted by the National Geodetic Survey in June 1991..
 AY1512
 AY1512.The geoid height was determined by GEOID03.
 AY1512
 AY1512.The dynamic height is computed by dividing the NAVD 88
 AY1512.geopotential number by the normal gravity value computed on the
 AY1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1512.degrees latitude (g = 980.6199 gals.).
 AY1512
 AY1512.The modeled gravity was interpolated from observed gravity values.
 AY1512
 AY1512;                    North         East    Units  Estimated Accuracy
 AY1512;SPC TXSC     - 4,166,550.      653,030.      MT  (+/- 180 meters Scaled)
 AY1512
 AY1512                          SUPERSEDED SURVEY CONTROL
 AY1512
 AY1512.No superseded survey control is available for this station.
 AY1512
 AY1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT530452(NAD 83)
 AY1512_MARKER: I = METAL ROD
 AY1512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1512_SP_SET: STAINLESS STEEL ROD
 AY1512_STAMPING: F 1377 1980
 AY1512_MARK LOGO: NGS   
 AY1512_PROJECTION: RECESSED 3 CENTIMETERS
 AY1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1512_ROD/PIPE-DEPTH: 9.75 meters
 AY1512
 AY1512  HISTORY     - Date     Condition        Report By
 AY1512  HISTORY     - 1980     MONUMENTED       NGS
 AY1512  HISTORY     - 19990412 GOOD             USPSQD
 AY1512
 AY1512                          STATION DESCRIPTION
 AY1512
 AY1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1512'8.5 KM (5.3 MI) SE FROM SAN ANTONIO.
 AY1512'8.5 KM (5.3 MI) SOUTHEAST ALONG SOUTH PRESA STREET (SPUR 122) FROM THE
 AY1512'JUNCTION OF EAST DURANGO BOULEVARD IN SAN ANTONIO, AT THE JUNCTION OF
 AY1512'GRAF ROAD LEADING SOUTHWEST INTO BERGS MILL, 18.3 METERS (60.0 FT)
 AY1512'SOUTHWEST OF THE CENTERLINE OF PRESA STREET, 30.0 METERS (98.4 FT)
 AY1512'EAST-SOUTHEAST OF THE CENTERLINE OF GRAF ROAD, 4.3 METERS (14.0 FT)
 AY1512'SOUTHEAST OF POWERLINE POLE NUMBER 301 WITH A STREET LIGHT, 4.6 METERS
 AY1512'(15.1 FT) SOUTHEAST OF A CHAIN LINK FENCE CORNER POST AND A HIGHWAY
 AY1512'RIGHT-OF-WAY MARKER, 5.8 METERS (18.5 FT) NORTHWEST OF THE CENTER OF A
 AY1512'CHAIN LINK FENCE GATE, 0.3 METER (1.0 FT) NORTHEAST OF THE CHAIN LINK
 AY1512'FENCE.
 AY1512'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AY1512'THE MARK IS 0.6 M BELOW THE STREET.
 AY1512
 AY1512                          STATION RECOVERY (1999)
 AY1512
 AY1512'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1478 ***********************************************************************
 AY1478  DESIGNATION -  F 1378
 AY1478  PID         -  AY1478
 AY1478  STATE/COUNTY-  TX/WILSON
 AY1478  USGS QUAD   -  POTH (1961)
 AY1478
 AY1478                         *CURRENT SURVEY CONTROL
 AY1478  ___________________________________________________________________
 AY1478* NAD 83(1986)-  29 02 32.     (N)    098 04 07.     (W)     SCALED    
 AY1478* NAVD 88     -       106.264  (meters)     348.63   (feet)  ADJUSTED  
 AY1478  ___________________________________________________________________
 AY1478  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AY1478  DYNAMIC HT  -         106.112 (meters)     348.14  (feet)  COMP
 AY1478  MODELED GRAV-     979,213.4   (mgal)                       NAVD 88
 AY1478
 AY1478  VERT ORDER  -  FIRST     CLASS II
 AY1478
 AY1478.The horizontal coordinates were scaled from a topographic map and have
 AY1478.an estimated accuracy of +/- 6 seconds.
 AY1478
 AY1478.The orthometric height was determined by differential leveling
 AY1478.and adjusted by the National Geodetic Survey in June 1991..
 AY1478
 AY1478.The geoid height was determined by GEOID03.
 AY1478
 AY1478.The dynamic height is computed by dividing the NAVD 88
 AY1478.geopotential number by the normal gravity value computed on the
 AY1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1478.degrees latitude (g = 980.6199 gals.).
 AY1478
 AY1478.The modeled gravity was interpolated from observed gravity values.
 AY1478
 AY1478;                    North         East    Units  Estimated Accuracy
 AY1478;SPC TXSC     - 4,134,340.      690,700.      MT  (+/- 180 meters Scaled)
 AY1478
 AY1478                          SUPERSEDED SURVEY CONTROL
 AY1478
 AY1478.No superseded survey control is available for this station.
 AY1478
 AY1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT906130(NAD 83)
 AY1478_MARKER: I = METAL ROD
 AY1478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1478_SP_SET: STAINLESS STEEL ROD
 AY1478_STAMPING: F 1378 1981
 AY1478_MARK LOGO: NGS   
 AY1478_PROJECTION: RECESSED 6 CENTIMETERS
 AY1478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1478_ROD/PIPE-DEPTH: 12.5 meters
 AY1478
 AY1478  HISTORY     - Date     Condition        Report By
 AY1478  HISTORY     - 1981     MONUMENTED       NGS
 AY1478  HISTORY     - 19951028 GOOD             USPSQD
 AY1478  HISTORY     - 20050521 GOOD             USPSQD
 AY1478
 AY1478                          STATION DESCRIPTION
 AY1478
 AY1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1478'3.5 KM (2.2 MI) SE FROM POTH.
 AY1478'3.5 KM (2.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE SOUTHERN
 AY1478'PACIFIC RAILROAD STATION IN POTH, AT A FIELD ENTRANCE LEADING
 AY1478'SOUTHWEST THROUGH A WIRE GATE INTO A PASTURE, APPROXIMATELY 105 METERS
 AY1478'SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 AY1478'7-CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY, 21.7 METERS (71.5 FT)
 AY1478'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.4 METERS (11.5 FT)
 AY1478'NORTHWEST OF THE CENTER OF THE GATE, 0.9 METER (3.0 FT) NORTHWEST OF A
 AY1478'30-CM GATE POST.
 AY1478'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AY1478'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 AY1478
 AY1478                          STATION RECOVERY (1995)
 AY1478
 AY1478'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1478'RECOVERED IN GOOD CONDITION.
 AY1478
 AY1478                          STATION RECOVERY (2005)
 AY1478
 AY1478'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1535 ***********************************************************************
 AY1535  DESIGNATION -  F 1379
 AY1535  PID         -  AY1535
 AY1535  STATE/COUNTY-  TX/BEXAR
 AY1535  USGS QUAD   -  LONGHORN (1992)
 AY1535
 AY1535                         *CURRENT SURVEY CONTROL
 AY1535  ___________________________________________________________________
 AY1535* NAD 83(1986)-  29 31 41.     (N)    098 23 38.     (W)     SCALED    
 AY1535* NAVD 88     -       231.950  (meters)     760.99   (feet)  ADJUSTED  
 AY1535  ___________________________________________________________________
 AY1535  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AY1535  DYNAMIC HT  -         231.612 (meters)     759.88  (feet)  COMP
 AY1535  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AY1535
 AY1535  VERT ORDER  -  FIRST     CLASS II
 AY1535
 AY1535.The horizontal coordinates were scaled from a topographic map and have
 AY1535.an estimated accuracy of +/- 6 seconds.
 AY1535
 AY1535.The orthometric height was determined by differential leveling
 AY1535.and adjusted by the National Geodetic Survey in June 1991..
 AY1535
 AY1535.The geoid height was determined by GEOID03.
 AY1535
 AY1535.The dynamic height is computed by dividing the NAVD 88
 AY1535.geopotential number by the normal gravity value computed on the
 AY1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1535.degrees latitude (g = 980.6199 gals.).
 AY1535
 AY1535.The modeled gravity was interpolated from observed gravity values.
 AY1535
 AY1535;                    North         East    Units  Estimated Accuracy
 AY1535;SPC TXSC     - 4,187,970.      658,750.      MT  (+/- 180 meters Scaled)
 AY1535
 AY1535                          SUPERSEDED SURVEY CONTROL
 AY1535
 AY1535.No superseded survey control is available for this station.
 AY1535
 AY1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT587666(NAD 83)
 AY1535_MARKER: I = METAL ROD
 AY1535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1535_SP_SET: STAINLESS STEEL ROD
 AY1535_STAMPING: F 1379 1980
 AY1535_MARK LOGO: NGS   
 AY1535_PROJECTION: FLUSH
 AY1535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1535_ROD/PIPE-DEPTH: 4.3  meters
 AY1535
 AY1535  HISTORY     - Date     Condition        Report By
 AY1535  HISTORY     - 1980     MONUMENTED       NGS
 AY1535  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1535  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY1535
 AY1535                          STATION DESCRIPTION
 AY1535
 AY1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1535'IN SAN ANTONIO.
 AY1535'IN SAN ANTONIO, 13.9 KM (8.6 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 35
 AY1535'FROM THE NEW BRAUNFELS AVENUE EXIT, 0.7 KM (0.45 MI) NORTHEAST OF THE
 AY1535'JUNCTION OF INTERSTATE 35 AND INTERSTATE 410 WEST, AT THE NORTHWEST
 AY1535'CORNER OF THE CONTINENTAL INN BEST WESTERN MOTEL AT THE JUNCTION OF
 AY1535'WHIRLWIND ROAD, INSIDE AND AT THE NORTHEAST CORNER OF A 6-FT SECURITY
 AY1535'FENCE AROUND THE MOTEL, 43.6 METERS (143 FT) SOUTH OF THE CENTERLINE
 AY1535'OF WHIRLWIND ROAD, 32.3 METERS (106 FT) NORTHEAST OF THE NORTHEAST
 AY1535'CORNER OF THE MOTEL, 5.5 METERS (18.0 FT) NORTHEAST OF A BEST WESTERN
 AY1535'SIGN POST, 9.6 METERS (31.5 FT) WEST OF THE CENTERLINE OF THE FRONTAGE
 AY1535'ROAD, 0.3 METER (1.0 FT) SOUTH OF THE SECURITY FENCE, 0.75 METER
 AY1535'(2.5 FT) WEST OF A CORNER FENCE POST, 6.6 METERS (21.5 FT) NORTHEAST
 AY1535'OF THE NORTHEAST CORNER OF A PARKING LOT.  NOTE-ROD DRIVEN TO REFUSAL.
 AY1535'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 AY1535'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
 AY1535
 AY1535                          STATION RECOVERY (1989)
 AY1535
 AY1535'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1535'MARK NOT FOUND.
 AY1535
 AY1535                          STATION RECOVERY (1999)
 AY1535
 AY1535'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0029 ***********************************************************************
 GK0029  DESIGNATION -  F 138
 GK0029  PID         -  GK0029
 GK0029  STATE/COUNTY-  TX/LIPSCOMB
 GK0029  USGS QUAD   -  COBURN (1972)
 GK0029
 GK0029                         *CURRENT SURVEY CONTROL
 GK0029  ___________________________________________________________________
 GK0029* NAD 83(1986)-  36 04 15.     (N)    100 08 18.     (W)     SCALED    
 GK0029* NAVD 88     -       815.851  (meters)    2676.67   (feet)  ADJUSTED  
 GK0029  ___________________________________________________________________
 GK0029  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 GK0029  DYNAMIC HT  -         814.990 (meters)    2673.85  (feet)  COMP
 GK0029  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 GK0029
 GK0029  VERT ORDER  -  FIRST     CLASS II
 GK0029
 GK0029.The horizontal coordinates were scaled from a topographic map and have
 GK0029.an estimated accuracy of +/- 6 seconds.
 GK0029
 GK0029.The orthometric height was determined by differential leveling
 GK0029.and adjusted by the National Geodetic Survey in June 1991..
 GK0029
 GK0029.The geoid height was determined by GEOID03.
 GK0029
 GK0029.The dynamic height is computed by dividing the NAVD 88
 GK0029.geopotential number by the normal gravity value computed on the
 GK0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0029.degrees latitude (g = 980.6199 gals.).
 GK0029
 GK0029.The modeled gravity was interpolated from observed gravity values.
 GK0029
 GK0029;                    North         East    Units  Estimated Accuracy
 GK0029;SPC TX N     - 1,230,580.      322,660.      MT  (+/- 180 meters Scaled)
 GK0029
 GK0029                          SUPERSEDED SURVEY CONTROL
 GK0029
 GK0029  NGVD 29 (??/??/92)  815.504  (m)         2675.53   (f) ADJ UNCH    1 2
 GK0029
 GK0029.Superseded values are not recommended for survey control.
 GK0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0029.See file dsdata.txt to determine how the superseded data were derived.
 GK0029
 GK0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE974924(NAD 83)
 GK0029_MARKER: DB = BENCH MARK DISK
 GK0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0029_SP_SET: CULVERT
 GK0029_STAMPING: F-138 1934
 GK0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0029
 GK0029  HISTORY     - Date     Condition        Report By
 GK0029  HISTORY     - 1934     MONUMENTED       CGS
 GK0029
 GK0029                          STATION DESCRIPTION
 GK0029
 GK0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0029'7.4 MI SW FROM HIGGINS.
 GK0029'7.4 MILES SOUTHWEST OF NEW HIGGINS HOTEL, AT HIGGINS IN TOP OF THE
 GK0029'NORTHWEST CONCRETE HEADWALL OF ARCH CULVERT NO. 435B UNDER THE
 GK0029'RAILROAD.  275 FEET NORTH OF MILE POST 436.  30 FEET NORTHWEST OF THE
 GK0029'CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1056 ***********************************************************************
 AH1056  DESIGNATION -  F 1380
 AH1056  PID         -  AH1056
 AH1056  STATE/COUNTY-  TX/NUECES
 AH1056  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1056
 AH1056                         *CURRENT SURVEY CONTROL
 AH1056  ___________________________________________________________________
 AH1056* NAD 83(1986)-  27 34 34.     (N)    097 48 34.     (W)     SCALED    
 AH1056* NAVD 88     -        17.648  (meters)      57.90   (feet)  ADJUSTED  
 AH1056  ___________________________________________________________________
 AH1056  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AH1056  DYNAMIC HT  -          17.620 (meters)      57.81  (feet)  COMP
 AH1056  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 AH1056
 AH1056  VERT ORDER  -  FIRST     CLASS II
 AH1056
 AH1056.The horizontal coordinates were scaled from a topographic map and have
 AH1056.an estimated accuracy of +/- 6 seconds.
 AH1056
 AH1056.The orthometric height was determined by differential leveling
 AH1056.and adjusted by the National Geodetic Survey in June 1991..
 AH1056
 AH1056.The geoid height was determined by GEOID03.
 AH1056
 AH1056.The dynamic height is computed by dividing the NAVD 88
 AH1056.geopotential number by the normal gravity value computed on the
 AH1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1056.degrees latitude (g = 980.6199 gals.).
 AH1056
 AH1056.The modeled gravity was interpolated from observed gravity values.
 AH1056
 AH1056;                    North         East    Units  Estimated Accuracy
 AH1056;SPC TX S     - 5,211,740.      368,180.      MT  (+/- 180 meters Scaled)
 AH1056
 AH1056                          SUPERSEDED SURVEY CONTROL
 AH1056
 AH1056.No superseded survey control is available for this station.
 AH1056
 AH1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR175508(NAD 83)
 AH1056_MARKER: I = METAL ROD
 AH1056_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1056_SP_SET: STAINLESS STEEL ROD
 AH1056_STAMPING: F 1380 1981
 AH1056_MARK LOGO: NGS   
 AH1056_PROJECTION: FLUSH
 AH1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1056_ROD/PIPE-DEPTH: 7.3  meters
 AH1056
 AH1056  HISTORY     - Date     Condition        Report By
 AH1056  HISTORY     - 1981     MONUMENTED       NGS
 AH1056  HISTORY     - 1991     GOOD             USPSQD
 AH1056  HISTORY     - 19970726 GOOD             USPSQD
 AH1056  HISTORY     - 20010331 GOOD             NGS
 AH1056
 AH1056                          STATION DESCRIPTION
 AH1056
 AH1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1056'1.6 KM (1.0 MI) SW FROM BISHOP.
 AH1056'1.6 KM (1.0 MI) SOUTHWEST ALONG BUSINESS U.S. HIGHWAY 77 SOUTHBOUND
 AH1056'FROM THE JUNCTION OF MAIN STREET IN BISHOP, ALSO 0.81 KM (0.5 MI)
 AH1056'NORTHEAST OF THE ENTRANCE TO A CELANESE CHEMICAL PLANT, ACROSS THE
 AH1056'HIGHWAY AND IN LINE WITH THE SOUTHWEST FACE OF A RED FARM BARN,
 AH1056'23.5 METERS (77.0 FT) SOUTHEAST OF THE CENTERLINE OF U.S. 77 BUSINESS,
 AH1056'1.3 METERS (4.10 FT) NORTHEAST OF A POWERLINE POLE NUMBER 71 1/2 WITH
 AH1056'TELEPHONE UNDERGROUND CABLE WARNING SIGN ATTACHED, 2.4 METERS (8.0 FT)
 AH1056'SOUTHWEST OF A 36-CM (14-INCH) WHITE POST WHICH PROJECTS 1.9 METERS
 AH1056'(6.3 FT).
 AH1056'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AH1056'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AH1056
 AH1056                          STATION RECOVERY (1991)
 AH1056
 AH1056'RECOVERY NOTE BY US POWER SQUADRON 1991 (GG)
 AH1056'RECOVERED IN GOOD CONDITION.
 AH1056
 AH1056                          STATION RECOVERY (1997)
 AH1056
 AH1056'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1056'RECOVERED IN GOOD CONDITION.
 AH1056
 AH1056                          STATION RECOVERY (2001)
 AH1056
 AH1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1056'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0494 ***********************************************************************
 AO0494  DESIGNATION -  F 1381
 AO0494  PID         -  AO0494
 AO0494  STATE/COUNTY-  TX/KARNES
 AO0494  USGS QUAD   -  FALLS CITY (1961)
 AO0494
 AO0494                         *CURRENT SURVEY CONTROL
 AO0494  ___________________________________________________________________
 AO0494* NAD 83(1986)-  28 58 49.     (N)    098 00 54.     (W)     SCALED    
 AO0494* NAVD 88     -        95.888  (meters)     314.59   (feet)  ADJUSTED  
 AO0494  ___________________________________________________________________
 AO0494  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AO0494  DYNAMIC HT  -          95.750 (meters)     314.14  (feet)  COMP
 AO0494  MODELED GRAV-     979,202.0   (mgal)                       NAVD 88
 AO0494
 AO0494  VERT ORDER  -  FIRST     CLASS II
 AO0494
 AO0494.The horizontal coordinates were scaled from a topographic map and have
 AO0494.an estimated accuracy of +/- 6 seconds.
 AO0494
 AO0494.The orthometric height was determined by differential leveling
 AO0494.and adjusted by the National Geodetic Survey in June 1991..
 AO0494
 AO0494.The geoid height was determined by GEOID03.
 AO0494
 AO0494.The dynamic height is computed by dividing the NAVD 88
 AO0494.geopotential number by the normal gravity value computed on the
 AO0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0494.degrees latitude (g = 980.6199 gals.).
 AO0494
 AO0494.The modeled gravity was interpolated from observed gravity values.
 AO0494
 AO0494;                    North         East    Units  Estimated Accuracy
 AO0494;SPC TXSC     - 4,127,520.      695,980.      MT  (+/- 180 meters Scaled)
 AO0494
 AO0494                          SUPERSEDED SURVEY CONTROL
 AO0494
 AO0494.No superseded survey control is available for this station.
 AO0494
 AO0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT959062(NAD 83)
 AO0494_MARKER: I = METAL ROD
 AO0494_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AO0494_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AO0494_STAMPING: F 1381 1981
 AO0494_MARK LOGO: NGS   
 AO0494_PROJECTION: RECESSED 3 CENTIMETERS
 AO0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AO0494+STABILITY: POSITION/ELEVATION WELL
 AO0494_ROD/PIPE-DEPTH: 9.75 meters
 AO0494_SLEEVE-DEPTH  : 9.1 meters
 AO0494
 AO0494  HISTORY     - Date     Condition        Report By
 AO0494  HISTORY     - 1981     MONUMENTED       NGS
 AO0494  HISTORY     - 20050405 GOOD             USPSQD
 AO0494
 AO0494                          STATION DESCRIPTION
 AO0494
 AO0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AO0494'IN FALLS CITY.
 AO0494'IN FALLS CITY, AT THE HOLY TRINITY CHURCH PARISH CONVENT BUILDING ON
 AO0494'MEYERS STREET, 29.7 METERS (97.5 FT) EAST OF THE CENTERLINE OF THE
 AO0494'STREET, 25.7 METERS (84.3 FT) NORTH-NORTHWEST OF THE NORTH CORNER OF
 AO0494'THE CHURCH STEEPLE, 9.2 METERS (30.2 FT) WEST OF THE NORTHEAST END OF
 AO0494'THE FRONT FACE OF THE CONVENT, 3.3 METERS (10.8 FT) SOUTHWEST OF A
 AO0494'FLAGPOLE, 2.6 METERS (8.7 FT) SOUTH-SOUTHWEST OF THE SOUTH EDGE OF A
 AO0494'DEDICATION MONUMENT, 2.5 METERS (8.2 FT) NORTH-NORTHEAST OF THE NORTH
 AO0494'EDGE OF A SIDEWALK.
 AO0494'THE MARK IS ABOVE LEVEL WITH THE STREET.
 AO0494
 AO0494                          STATION RECOVERY (2005)
 AO0494
 AO0494'RECOVERY NOTE BY US POWER SQUADRON 2005 (EL)
 AO0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1917 ***********************************************************************
 AN1917  DESIGNATION -  F 1382
 AN1917  PID         -  AN1917
 AN1917  STATE/COUNTY-  TX/BEE
 AN1917  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1917
 AN1917                         *CURRENT SURVEY CONTROL
 AN1917  ___________________________________________________________________
 AN1917* NAD 83(1986)-  28 24 04.     (N)    097 44 56.     (W)     SCALED    
 AN1917* NAVD 88     -        64.533  (meters)     211.72   (feet)  ADJUSTED  
 AN1917  ___________________________________________________________________
 AN1917  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN1917  DYNAMIC HT  -          64.437 (meters)     211.41  (feet)  COMP
 AN1917  MODELED GRAV-     979,152.4   (mgal)                       NAVD 88
 AN1917
 AN1917  VERT ORDER  -  FIRST     CLASS II
 AN1917
 AN1917.The horizontal coordinates were scaled from a topographic map and have
 AN1917.an estimated accuracy of +/- 6 seconds.
 AN1917
 AN1917.The orthometric height was determined by differential leveling
 AN1917.and adjusted by the National Geodetic Survey in June 1991..
 AN1917
 AN1917.The geoid height was determined by GEOID03.
 AN1917
 AN1917.The dynamic height is computed by dividing the NAVD 88
 AN1917.geopotential number by the normal gravity value computed on the
 AN1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1917.degrees latitude (g = 980.6199 gals.).
 AN1917
 AN1917.The modeled gravity was interpolated from observed gravity values.
 AN1917
 AN1917;                    North         East    Units  Estimated Accuracy
 AN1917;SPC TXSC     - 4,063,580.      722,600.      MT  (+/- 180 meters Scaled)
 AN1917
 AN1917                          SUPERSEDED SURVEY CONTROL
 AN1917
 AN1917.No superseded survey control is available for this station.
 AN1917
 AN1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS225422(NAD 83)
 AN1917_MARKER: I = METAL ROD
 AN1917_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN1917_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN1917_STAMPING: F 1382 1981
 AN1917_MARK LOGO: NGS   
 AN1917_PROJECTION: RECESSED 3 CENTIMETERS
 AN1917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AN1917+STABILITY: POSITION/ELEVATION WELL
 AN1917_ROD/PIPE-DEPTH: 9.7  meters
 AN1917_SLEEVE-DEPTH  : 9.1 meters
 AN1917
 AN1917  HISTORY     - Date     Condition        Report By
 AN1917  HISTORY     - 1981     MONUMENTED       NGS
 AN1917  HISTORY     - 19960727 GOOD             USPSQD
 AN1917
 AN1917                          STATION DESCRIPTION
 AN1917
 AN1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1917'IN BEEVILLE.
 AN1917'IN BEEVILLE, AT THE BEE COUNTY COURTHOUSE AT THE INTERSECTION OF
 AN1917'WASHINGTON AND CORPUS CHRISTI STREETS, 8.0 METERS (26.5 FT)
 AN1917'EAST-NORTHEAST OF THE EAST CURB OF SOUTH WASHINGTON STREET,
 AN1917'16.9 METERS (55.5 FT) SOUTH-SOUTHEAST OF THE SOUTH CURB OF CORPUS
 AN1917'CHRISTI STREET, 26.3 METERS (86.5 FT) NORTHWEST OF THE NORTHWEST
 AN1917'CORNER OF THE COURTHOUSE, 24.5 METERS (80.5 FT) NORTH-NORTHWEST OF THE
 AN1917'NORTH EDGE OF AN EAST-WEST SIDEWALK, 2.6 METERS (8.5 FT)
 AN1917'SOUTH-SOUTHEAST OF THE SOUTHERNMOST FLAGPOLE, 33.0 METERS (108.5 FT)
 AN1917'WEST-SOUTHWEST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK.
 AN1917'THE MARK IS 0.3 M ABOVE THE STREETS.
 AN1917
 AN1917                          STATION RECOVERY (1996)
 AN1917
 AN1917'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0414 ***********************************************************************
 CE0414  DESIGNATION -  F 1383
 CE0414  PID         -  CE0414
 CE0414  STATE/COUNTY-  TX/EL PASO
 CE0414  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0414
 CE0414                         *CURRENT SURVEY CONTROL
 CE0414  ___________________________________________________________________
 CE0414* NAD 83(1986)-  31 54 46.     (N)    106 22 48.     (W)     SCALED    
 CE0414* NAVD 88     -      1197.370  (meters)    3928.37   (feet)  ADJUSTED  
 CE0414  ___________________________________________________________________
 CE0414  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CE0414  DYNAMIC HT  -        1195.549 (meters)    3922.40  (feet)  COMP
 CE0414  MODELED GRAV-     979,078.3   (mgal)                       NAVD 88
 CE0414
 CE0414  VERT ORDER  -  FIRST     CLASS II
 CE0414
 CE0414.The horizontal coordinates were scaled from a topographic map and have
 CE0414.an estimated accuracy of +/- 6 seconds.
 CE0414
 CE0414.The orthometric height was determined by differential leveling
 CE0414.and adjusted by the National Geodetic Survey in June 1991..
 CE0414
 CE0414.The geoid height was determined by GEOID03.
 CE0414
 CE0414.The dynamic height is computed by dividing the NAVD 88
 CE0414.geopotential number by the normal gravity value computed on the
 CE0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0414.degrees latitude (g = 980.6199 gals.).
 CE0414
 CE0414.The modeled gravity was interpolated from observed gravity values.
 CE0414
 CE0414;                    North         East    Units  Estimated Accuracy
 CE0414;SPC TX C     - 3,264,550.      128,370.      MT  (+/- 180 meters Scaled)
 CE0414
 CE0414                          SUPERSEDED SURVEY CONTROL
 CE0414
 CE0414.No superseded survey control is available for this station.
 CE0414
 CE0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR695315(NAD 83)
 CE0414_MARKER: I = METAL ROD
 CE0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0414_SP_SET: STAINLESS STEEL ROD
 CE0414_STAMPING: F 1383 1981
 CE0414_MARK LOGO: NGS   
 CE0414_PROJECTION: FLUSH
 CE0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0414_ROD/PIPE-DEPTH: 7.3  meters
 CE0414
 CE0414  HISTORY     - Date     Condition        Report By
 CE0414  HISTORY     - 1981     MONUMENTED       NGS
 CE0414
 CE0414                          STATION DESCRIPTION
 CE0414
 CE0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0414'12.7 KM (7.9 MI) SW FROM NEWMAN.
 CE0414'4.6 KM (2.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE
 CE0414'NEW MEXICO-TEXAS STATE LINE IN NEWMAN, THENCE 5.2 KM (3.25 MI)
 CE0414'SOUTHWEST ALONG A PAVED ROAD, THENCE 2.9 KM (1.8 MI) SOUTHWEST
 CE0414'ALONG THE SOUTHERN PACIFIC RAILROAD, 11.7 METERS
 CE0414'(38.5 FT) NORTHWEST OF THE NEAR RAIL, 8.9 METERS (29.2 FT)
 CE0414'SOUTHEAST OF THE CENTER OF A DIRT ROAD AND 1.4 METERS (4.5 FT)
 CE0414'NORTHEAST OF MILEPOST 1309.  NOTE=ACCESS TO THE DATUM POINT IS
 CE0414'THROUGH A 5-INCH LOGO CAP.
 CE0414'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 CE0414'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0408 ***********************************************************************
 CE0408  DESIGNATION -  F 1384
 CE0408  PID         -  CE0408
 CE0408  STATE/COUNTY-  TX/EL PASO
 CE0408  USGS QUAD   -  HELMS WEST WELL (1995)
 CE0408
 CE0408                         *CURRENT SURVEY CONTROL
 CE0408  ___________________________________________________________________
 CE0408* NAD 83(1986)-  31 49 55.     (N)    106 00 47.     (W)     SCALED    
 CE0408* NAVD 88     -      1433.894  (meters)    4704.37   (feet)  ADJUSTED  
 CE0408  ___________________________________________________________________
 CE0408  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CE0408  DYNAMIC HT  -        1431.686 (meters)    4697.12  (feet)  COMP
 CE0408  MODELED GRAV-     979,049.5   (mgal)                       NAVD 88
 CE0408
 CE0408  VERT ORDER  -  FIRST     CLASS II
 CE0408
 CE0408.The horizontal coordinates were scaled from a topographic map and have
 CE0408.an estimated accuracy of +/- 6 seconds.
 CE0408
 CE0408.The orthometric height was determined by differential leveling
 CE0408.and adjusted by the National Geodetic Survey in June 1991..
 CE0408
 CE0408.The geoid height was determined by GEOID03.
 CE0408
 CE0408.The dynamic height is computed by dividing the NAVD 88
 CE0408.geopotential number by the normal gravity value computed on the
 CE0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0408.degrees latitude (g = 980.6199 gals.).
 CE0408
 CE0408.The modeled gravity was interpolated from observed gravity values.
 CE0408
 CE0408;                    North         East    Units  Estimated Accuracy
 CE0408;SPC TX C     - 3,253,770.      162,570.      MT  (+/- 180 meters Scaled)
 CE0408
 CE0408                          SUPERSEDED SURVEY CONTROL
 CE0408
 CE0408.No superseded survey control is available for this station.
 CE0408
 CE0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR041222(NAD 83)
 CE0408_MARKER: DB = BENCH MARK DISK
 CE0408_SETTING: 66 = SET IN ROCK OUTCROP
 CE0408_SP_SET: ROCK OUTCROP
 CE0408_STAMPING: F 1384 1981
 CE0408_MARK LOGO: NGS   
 CE0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0408+STABILITY: POSITION/ELEVATION WELL
 CE0408
 CE0408  HISTORY     - Date     Condition        Report By
 CE0408  HISTORY     - 1981     MONUMENTED       NGS
 CE0408
 CE0408                          STATION DESCRIPTION
 CE0408
 CE0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0408'39.9 KM (24.8 MI) EAST FROM EL PASO.
 CE0408'39.9 KM (24.8 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0408'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO, IN
 CE0408'TOP OF A 3 BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 18.7 METERS
 CE0408'(61.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 CE0408'10.1 METER (33.3 FT) NORTH-NORTHEAST OF A FENCE.
 CE0408'THE MARK IS 0.2 METERS  NNE FROM A WITNESS POST.
 CE0408'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1891 ***********************************************************************
 AN1891  DESIGNATION -  F 1385
 AN1891  PID         -  AN1891
 AN1891  STATE/COUNTY-  TX/SAN PATRICIO
 AN1891  USGS QUAD   -  SINTON WEST (1979)
 AN1891
 AN1891                         *CURRENT SURVEY CONTROL
 AN1891  ___________________________________________________________________
 AN1891* NAD 83(1986)-  28 06 07.     (N)    097 33 23.     (W)     SCALED    
 AN1891* NAVD 88     -        24.426  (meters)      80.14   (feet)  ADJUSTED  
 AN1891  ___________________________________________________________________
 AN1891  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN1891  DYNAMIC HT  -          24.389 (meters)      80.02  (feet)  COMP
 AN1891  MODELED GRAV-     979,135.7   (mgal)                       NAVD 88
 AN1891
 AN1891  VERT ORDER  -  FIRST     CLASS II
 AN1891
 AN1891.The horizontal coordinates were scaled from a topographic map and have
 AN1891.an estimated accuracy of +/- 6 seconds.
 AN1891
 AN1891.The orthometric height was determined by differential leveling
 AN1891.and adjusted by the National Geodetic Survey in June 1991..
 AN1891
 AN1891.The geoid height was determined by GEOID03.
 AN1891
 AN1891.The dynamic height is computed by dividing the NAVD 88
 AN1891.geopotential number by the normal gravity value computed on the
 AN1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1891.degrees latitude (g = 980.6199 gals.).
 AN1891
 AN1891.The modeled gravity was interpolated from observed gravity values.
 AN1891
 AN1891;                    North         East    Units  Estimated Accuracy
 AN1891;SPC TX S     - 5,270,170.      392,730.      MT  (+/- 180 meters Scaled)
 AN1891
 AN1891                          SUPERSEDED SURVEY CONTROL
 AN1891
 AN1891.No superseded survey control is available for this station.
 AN1891
 AN1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS418093(NAD 83)
 AN1891_MARKER: I = METAL ROD
 AN1891_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1891_SP_SET: STAINLESS STEEL ROD
 AN1891_STAMPING: F 1385 1981
 AN1891_MARK LOGO: NGS   
 AN1891_PROJECTION: FLUSH
 AN1891_MAGNETIC: I = MARKER IS A STEEL ROD
 AN1891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1891+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 AN1891_ROD/PIPE-DEPTH: 12.1 meters
 AN1891
 AN1891  HISTORY     - Date     Condition        Report By
 AN1891  HISTORY     - 1981     MONUMENTED       NGS
 AN1891  HISTORY     - 1987     GOOD             NGS
 AN1891  HISTORY     - 19950610 GOOD             USPSQD
 AN1891  HISTORY     - 19970210 GOOD             NGS
 AN1891
 AN1891                          STATION DESCRIPTION
 AN1891
 AN1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1891'8.5 KM (5.3 MI) NW FROM SINTON.
 AN1891'8.5 KM (5.3 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE POST OFFICE
 AN1891'IN SINTON, AT THE JUNCTION OF COUNTY ROAD 28A LEADING SOUTH,
 AN1891'51.2 METERS (168 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AN1891'12.1 METERS (40.0 FT) WEST OF THE CENTERLINE OF THE ROAD, 78.3 METERS
 AN1891'(257 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION, 24.0 METERS
 AN1891'(79.0 FT) WEST OF A POWERLINE POLE WITH A TRANSFORMER, 15.8 METERS
 AN1891'(52.5 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 AN1891'4.8 METERS (16.5 FT) EAST OF A TRIPLE GUY WIRE ANCHOR, 1.9 METERS
 AN1891'(6.5 FT) SOUTH OF A POWERLINE POLE, 10.0 METERS (33.0 FT) NORTH OF A
 AN1891'FIRE HYDRANT.
 AN1891'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AN1891
 AN1891                          STATION RECOVERY (1987)
 AN1891
 AN1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN1891'RECOVERED IN GOOD CONDITION.
 AN1891
 AN1891                          STATION RECOVERY (1995)
 AN1891
 AN1891'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1891'RECOVERED IN GOOD CONDITION.
 AN1891
 AN1891                          STATION RECOVERY (1997)
 AN1891
 AN1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1891'8.3 KM (5.15 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AN1891'JUNCTION OF STATE HIGHWAY 881 IN SINTON, 78.0 M (255.9 FT) NORTHEAST
 AN1891'OF THE HIGHWAY CENTERLINE, 16.0 M (52.5 FT) NORTHEAST OF THE NORTHEAST
 AN1891'CORNER OF A HOUSE, 12.1 M (39.7 FT) WEST OF THE CENTER OF A PAVED
 AN1891'STREET, 10.0 M (32.8 FT) NORTH OF A FIRE HYDRANT, AND 1.6 M (5.2 FT)
 AN1891'SOUTH OF A WITNESS POST AND A UTILITY POLE WITH 4 GUY CABLES.
 AN1891'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1087 ***********************************************************************
 AH1087  DESIGNATION -  F 1387
 AH1087  PID         -  AH1087
 AH1087  STATE/COUNTY-  TX/KENEDY
 AH1087  USGS QUAD   -  TURCOTTE (1979)
 AH1087
 AH1087                         *CURRENT SURVEY CONTROL
 AH1087  ___________________________________________________________________
 AH1087* NAD 83(1986)-  27 01 33.     (N)    097 47 42.     (W)     SCALED    
 AH1087* NAVD 88     -        12.149  (meters)      39.86   (feet)  ADJUSTED  
 AH1087  ___________________________________________________________________
 AH1087  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AH1087  DYNAMIC HT  -          12.129 (meters)      39.79  (feet)  COMP
 AH1087  MODELED GRAV-     979,081.2   (mgal)                       NAVD 88
 AH1087
 AH1087  VERT ORDER  -  FIRST     CLASS II
 AH1087
 AH1087.The horizontal coordinates were scaled from a topographic map and have
 AH1087.an estimated accuracy of +/- 6 seconds.
 AH1087
 AH1087.The orthometric height was determined by differential leveling
 AH1087.and adjusted by the National Geodetic Survey in June 1991..
 AH1087
 AH1087.The geoid height was determined by GEOID03.
 AH1087
 AH1087.The dynamic height is computed by dividing the NAVD 88
 AH1087.geopotential number by the normal gravity value computed on the
 AH1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1087.degrees latitude (g = 980.6199 gals.).
 AH1087
 AH1087.The modeled gravity was interpolated from observed gravity values.
 AH1087
 AH1087;                    North         East    Units  Estimated Accuracy
 AH1087;SPC TX S     - 5,150,780.      369,950.      MT  (+/- 180 meters Scaled)
 AH1087
 AH1087                          SUPERSEDED SURVEY CONTROL
 AH1087
 AH1087.No superseded survey control is available for this station.
 AH1087
 AH1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ195898(NAD 83)
 AH1087_MARKER: I = METAL ROD
 AH1087_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1087_SP_SET: STAINLESS STEEL ROD
 AH1087_STAMPING: F 1387 1981
 AH1087_MARK LOGO: NGS   
 AH1087_PROJECTION: PROJECTING 3 CENTIMETERS
 AH1087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1087+STABILITY: POSITION/ELEVATION WELL
 AH1087_ROD/PIPE-DEPTH: 13.4 meters
 AH1087
 AH1087  HISTORY     - Date     Condition        Report By
 AH1087  HISTORY     - 1981     MONUMENTED       NGS
 AH1087
 AH1087                          STATION DESCRIPTION
 AH1087
 AH1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1087'22.3 KM (13.8 MI) SOUTH FROM SARITA.
 AH1087'22.3 KM (13.8 MI) SOUTH ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM THE
 AH1087'PAVED ROAD LEADING WEST TO THE POST OFFICE IN SARITA, AT A MAJOR
 AH1087'(THREE TERMINAL) TELEPHONE UNDERGROUND CABLE JUNCTION STATION, AT THE
 AH1087'TOP OF THE HIGHEST MOUND IN THE IMMEDIATE AREA, 49.1 METERS (162 FT)
 AH1087'WEST OF THE CENTERLINE OF THE HIGHWAY, 32.6 METERS (107 FT)
 AH1087'WEST-NORTHWEST OF THE CENTER OF THE JUNCTION BOXES, 72.0 METERS
 AH1087'(236 FT) NORTH OF RAILROAD MILE MARKER NUMBER 84, 14.9 METERS
 AH1087'(49.0 FT) WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC RAILROAD,
 AH1087'0.3 METER (1.0 FT) EAST OF A FENCE LINE, 1.2 METERS (4.0 FT) EAST OF A
 AH1087'FENCE POST.  NOTE-DESIGNATED CLASS A DUE TO SOIL AND CLIMATE FACTORS.
 AH1087'THE MARK IS 0.45 METERS  SSE FROM A WITNESS POST.
 AH1087'THE MARK IS 0.60 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1595 ***********************************************************************
 AY1595  DESIGNATION -  F 1388
 AY1595  PID         -  AY1595
 AY1595  STATE/COUNTY-  TX/UVALDE
 AY1595  USGS QUAD   -  BLANCO LAKE (1971)
 AY1595
 AY1595                         *CURRENT SURVEY CONTROL
 AY1595  ___________________________________________________________________
 AY1595* NAD 83(1986)-  29 18 01.     (N)    099 37 12.     (W)     SCALED    
 AY1595* NAVD 88     -       297.284  (meters)     975.34   (feet)  ADJUSTED  
 AY1595  ___________________________________________________________________
 AY1595  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AY1595  DYNAMIC HT  -         296.852 (meters)     973.92  (feet)  COMP
 AY1595  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY1595
 AY1595  VERT ORDER  -  FIRST     CLASS II
 AY1595
 AY1595.The horizontal coordinates were scaled from a topographic map and have
 AY1595.an estimated accuracy of +/- 6 seconds.
 AY1595
 AY1595.The orthometric height was determined by differential leveling
 AY1595.and adjusted by the National Geodetic Survey in June 1991..
 AY1595
 AY1595.The geoid height was determined by GEOID03.
 AY1595
 AY1595.The dynamic height is computed by dividing the NAVD 88
 AY1595.geopotential number by the normal gravity value computed on the
 AY1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1595.degrees latitude (g = 980.6199 gals.).
 AY1595
 AY1595.The modeled gravity was interpolated from observed gravity values.
 AY1595
 AY1595;                    North         East    Units  Estimated Accuracy
 AY1595;SPC TXSC     - 4,162,740.      539,770.      MT  (+/- 180 meters Scaled)
 AY1595
 AY1595                          SUPERSEDED SURVEY CONTROL
 AY1595
 AY1595.No superseded survey control is available for this station.
 AY1595
 AY1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT397414(NAD 83)
 AY1595_MARKER: I = METAL ROD
 AY1595_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1595+WITH SETTING: INFORMATION.
 AY1595_SP_SET: SHALLOW SET METAL ROD
 AY1595_STAMPING: F 1388 1982
 AY1595_MARK LOGO: NGS   
 AY1595_PROJECTION: FLUSH
 AY1595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1595+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 AY1595_ROD/PIPE-DEPTH: 2.3  meters
 AY1595
 AY1595  HISTORY     - Date     Condition        Report By
 AY1595  HISTORY     - 1982     MONUMENTED       NGS
 AY1595  HISTORY     - 20040923 GOOD             CTBG
 AY1595
 AY1595                          STATION DESCRIPTION
 AY1595
 AY1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1595'2.1 KM (1.3 MI) ENE FROM KNIPPA.
 AY1595'2.1 KM (1.3 MI) EAST NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION
 AY1595'OF FARM ROAD 1049 SOUTH IN KNIPPA, AT A SMALL OFFSET IN RIGHT OF WAY
 AY1595'FENCE LINE, 23.4 METERS (76.8 FT) SOUTHEAST OF CENTERLINE OF HIGHWAY,
 AY1595'2.0 METERS (6.7 FT) SOUTHWEST OF A FENCE LINE LEADING SOUTHEAST,
 AY1595'32.3 METERS (106.0 FT) EAST NORTHEAST OF THE NORTHEAST END OF A METAL
 AY1595'GUARD RAIL, AND 0.30 METERS (1.0 FT) NORTHWEST OF A FENCE LINE.  NOTE,
 AY1595'ROD DRIVEN TO REFUSAL.
 AY1595'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AY1595'THE MARK IS 0.30 M BELOW HIGHWAY.
 AY1595
 AY1595                          STATION RECOVERY (2004)
 AY1595
 AY1595'RECOVERY NOTE BY CARTER AND BURGESS INCORPORATED 2004 (JG)
 AY1595'GPS OBSERVED 10-04-04 TO 10-06-04, SMALL SIGN OBSTRUCTION TO EAST
 AY1595'REQUIRES 3+METER ANTENNA HEIGHT TO CLEAR SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0821 ***********************************************************************
 CD0821  DESIGNATION -  F 1389
 CD0821  PID         -  CD0821
 CD0821  STATE/COUNTY-  TX/CULBERSON
 CD0821  USGS QUAD   -  HACKETT PEAK (1964)
 CD0821
 CD0821                         *CURRENT SURVEY CONTROL
 CD0821  ___________________________________________________________________
 CD0821* NAD 83(1986)-  31 02 10.     (N)    104 53 06.     (W)     SCALED    
 CD0821* NAVD 88     -      1294.203  (meters)    4246.06   (feet)  ADJUSTED  
 CD0821  ___________________________________________________________________
 CD0821  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 CD0821  DYNAMIC HT  -        1292.160 (meters)    4239.36  (feet)  COMP
 CD0821  MODELED GRAV-     979,016.8   (mgal)                       NAVD 88
 CD0821
 CD0821  VERT ORDER  -  FIRST     CLASS II
 CD0821
 CD0821.The horizontal coordinates were scaled from a topographic map and have
 CD0821.an estimated accuracy of +/- 6 seconds.
 CD0821
 CD0821.The orthometric height was determined by differential leveling
 CD0821.and adjusted by the National Geodetic Survey in June 1991..
 CD0821
 CD0821.The geoid height was determined by GEOID03.
 CD0821
 CD0821.The dynamic height is computed by dividing the NAVD 88
 CD0821.geopotential number by the normal gravity value computed on the
 CD0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0821.degrees latitude (g = 980.6199 gals.).
 CD0821
 CD0821.The modeled gravity was interpolated from observed gravity values.
 CD0821
 CD0821;                    North         East    Units  Estimated Accuracy
 CD0821;SPC TX C     - 3,160,700.      265,630.      MT  (+/- 180 meters Scaled)
 CD0821
 CD0821                          SUPERSEDED SURVEY CONTROL
 CD0821
 CD0821.No superseded survey control is available for this station.
 CD0821
 CD0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ109336(NAD 83)
 CD0821_MARKER: I = METAL ROD
 CD0821_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0821+WITH SETTING: INFORMATION.
 CD0821_SP_SET: SHALLOW SET METAL ROD
 CD0821_STAMPING: F 1389 1981
 CD0821_MARK LOGO: NGS   
 CD0821_PROJECTION: FLUSH
 CD0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0821_ROD/PIPE-DEPTH: 1.2  meters
 CD0821
 CD0821  HISTORY     - Date     Condition        Report By
 CD0821  HISTORY     - 1981     MONUMENTED       NGS
 CD0821
 CD0821                          STATION DESCRIPTION
 CD0821
 CD0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0821'5.2 KM (3.25 MI) WEST FROM VAN HORN.
 CD0821'5.2 KM (3.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0821'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.2 KM (0.1 MI) EAST
 CD0821'OF MILE POST 137, 48.5 METERS (159.0 FT) SOUTH OF THE CENTERLINE
 CD0821'OF THE EAST BOUND LANES OF THE HIGHWAY, 28.3 METERS (93.0 FT) SOUTH
 CD0821'OF THE CENTER OF AN ENTRANCE ROAD TO A WEIGHT STATION AND 0.2
 CD0821'METER (0.8 FT) NORTH OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT
 CD0821'IS THROUGH A 5-INCH LOGO CAP.
 CD0821'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 CD0821'THE MARK IS 0.3 M ABOVE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0028 ***********************************************************************
 FL0028  DESIGNATION -  F 139
 FL0028  PID         -  FL0028
 FL0028  STATE/COUNTY-  TX/HEMPHILL
 FL0028  USGS QUAD   -  DADS CREEK (1967)
 FL0028
 FL0028                         *CURRENT SURVEY CONTROL
 FL0028  ___________________________________________________________________
 FL0028* NAD 83(1986)-  35 38 37.     (N)    100 21 17.     (W)     SCALED    
 FL0028* NAVD 88     -       831.448  (meters)    2727.84   (feet)  ADJUSTED  
 FL0028  ___________________________________________________________________
 FL0028  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FL0028  DYNAMIC HT  -         830.531 (meters)    2724.83  (feet)  COMP
 FL0028  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 FL0028
 FL0028  VERT ORDER  -  FIRST     CLASS II
 FL0028
 FL0028.The horizontal coordinates were scaled from a topographic map and have
 FL0028.an estimated accuracy of +/- 6 seconds.
 FL0028
 FL0028.The orthometric height was determined by differential leveling
 FL0028.and adjusted by the National Geodetic Survey in June 1991..
 FL0028
 FL0028.The geoid height was determined by GEOID03.
 FL0028
 FL0028.The dynamic height is computed by dividing the NAVD 88
 FL0028.geopotential number by the normal gravity value computed on the
 FL0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0028.degrees latitude (g = 980.6199 gals.).
 FL0028
 FL0028.The modeled gravity was interpolated from observed gravity values.
 FL0028
 FL0028;                    North         East    Units  Estimated Accuracy
 FL0028;SPC TX N     - 1,182,940.      303,710.      MT  (+/- 180 meters Scaled)
 FL0028
 FL0028                          SUPERSEDED SURVEY CONTROL
 FL0028
 FL0028  NGVD 29 (??/??/92)  831.088  (m)         2726.66   (f) ADJ UNCH    1 2
 FL0028
 FL0028.Superseded values are not recommended for survey control.
 FL0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0028.See file dsdata.txt to determine how the superseded data were derived.
 FL0028
 FL0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE773452(NAD 83)
 FL0028_MARKER: DB = BENCH MARK DISK
 FL0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0028_STAMPING: F-139 1934
 FL0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0028+STABILITY: SURFACE MOTION
 FL0028
 FL0028  HISTORY     - Date     Condition        Report By
 FL0028  HISTORY     - 1934     MONUMENTED       CGS
 FL0028  HISTORY     - 1935     GOOD             NGS
 FL0028
 FL0028                          STATION DESCRIPTION
 FL0028
 FL0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0028'15.0 MI N FROM WHEELER.
 FL0028'15.0 MILES NORTH OF WHEELER CO. COURT HOUSE AT WHEELER 165 FEET
 FL0028'NORTHEAST OF CONCRETE CULVERT UNDER HIGHWAY U.S. 83, 51 FEET EAST OF
 FL0028'CENTERLINE OF HIGHWAY U.S. 83, ON HIGHWAY RIGHT OF WAY LINE.
 FL0028
 FL0028                          STATION RECOVERY (1935)
 FL0028
 FL0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FL0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0609 ***********************************************************************
 CC0609  DESIGNATION -  F 1390
 CC0609  PID         -  CC0609
 CC0609  STATE/COUNTY-  TX/WARD
 CC0609  USGS QUAD   -  PYOTE EAST (1981)
 CC0609
 CC0609                         *CURRENT SURVEY CONTROL
 CC0609  ___________________________________________________________________
 CC0609* NAD 83(1986)-  31 33 53.     (N)    103 00 06.     (W)     SCALED    
 CC0609* NAVD 88     -       810.420  (meters)    2658.85   (feet)  ADJUSTED  
 CC0609  ___________________________________________________________________
 CC0609  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CC0609  DYNAMIC HT  -         809.285 (meters)    2655.13  (feet)  COMP
 CC0609  MODELED GRAV-     979,211.8   (mgal)                       NAVD 88
 CC0609
 CC0609  VERT ORDER  -  FIRST     CLASS II
 CC0609
 CC0609.The horizontal coordinates were scaled from a topographic map and have
 CC0609.an estimated accuracy of +/- 6 seconds.
 CC0609
 CC0609.The orthometric height was determined by differential leveling
 CC0609.and adjusted by the National Geodetic Survey in June 1991..
 CC0609
 CC0609.The geoid height was determined by GEOID03.
 CC0609
 CC0609.The dynamic height is computed by dividing the NAVD 88
 CC0609.geopotential number by the normal gravity value computed on the
 CC0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0609.degrees latitude (g = 980.6199 gals.).
 CC0609
 CC0609.The modeled gravity was interpolated from observed gravity values.
 CC0609
 CC0609;                    North         East    Units  Estimated Accuracy
 CC0609;SPC TX C     - 3,213,450.      446,720.      MT  (+/- 180 meters Scaled)
 CC0609
 CC0609                          SUPERSEDED SURVEY CONTROL
 CC0609
 CC0609.No superseded survey control is available for this station.
 CC0609
 CC0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ896939(NAD 83)
 CC0609_MARKER: I = METAL ROD
 CC0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0609_SP_SET: STAINLESS STEEL ROD
 CC0609_STAMPING: F 1390 1981
 CC0609_MARK LOGO: NGS   
 CC0609_PROJECTION: FLUSH
 CC0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0609_ROD/PIPE-DEPTH: 4.9  meters
 CC0609
 CC0609  HISTORY     - Date     Condition        Report By
 CC0609  HISTORY     - 1981     MONUMENTED       NGS
 CC0609
 CC0609                          STATION DESCRIPTION
 CC0609
 CC0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0609'10.9 KM (6.75 MI) SW FROM MONAHANS.
 CC0609'10.9 KM (6.75 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 CC0609'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.2 KM (0.15 MI)
 CC0609'SOUTHWEST OF FARM ROAD 1219, 18.3 METERS (60.0 FT) SOUTH-SOUTHEAST
 CC0609'OF THE CENTERLINE OF U.S. HIGHWAY 80.  NOTE=ACCESS TO THE DATUM POINT
 CC0609'IS THROUGH A 5-INCH LOGO CAP.
 CC0609'THE MARK IS 0.3 METERS  NNW FROM  A WITNESS POST AND FENCE
 CC0609'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0568 ***********************************************************************
 CC0568  DESIGNATION -  F 1391
 CC0568  PID         -  CC0568
 CC0568  STATE/COUNTY-  TX/REEVES
 CC0568  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0568
 CC0568                         *CURRENT SURVEY CONTROL
 CC0568  ___________________________________________________________________
 CC0568* NAD 83(1986)-  31 39 13.     (N)    103 38 11.     (W)     SCALED    
 CC0568* NAVD 88     -       822.087  (meters)    2697.13   (feet)  ADJUSTED  
 CC0568  ___________________________________________________________________
 CC0568  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CC0568  DYNAMIC HT  -         820.880 (meters)    2693.17  (feet)  COMP
 CC0568  MODELED GRAV-     979,144.8   (mgal)                       NAVD 88
 CC0568
 CC0568  VERT ORDER  -  FIRST     CLASS II
 CC0568
 CC0568.The horizontal coordinates were scaled from a topographic map and have
 CC0568.an estimated accuracy of +/- 6 seconds.
 CC0568
 CC0568.The orthometric height was determined by differential leveling
 CC0568.and adjusted by the National Geodetic Survey in June 1991..
 CC0568
 CC0568.The geoid height was determined by GEOID03.
 CC0568
 CC0568.The dynamic height is computed by dividing the NAVD 88
 CC0568.geopotential number by the normal gravity value computed on the
 CC0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0568.degrees latitude (g = 980.6199 gals.).
 CC0568
 CC0568.The modeled gravity was interpolated from observed gravity values.
 CC0568
 CC0568;                    North         East    Units  Estimated Accuracy
 CC0568;SPC TX C     - 3,224,920.      386,780.      MT  (+/- 180 meters Scaled)
 CC0568
 CC0568                          SUPERSEDED SURVEY CONTROL
 CC0568
 CC0568.No superseded survey control is available for this station.
 CC0568
 CC0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR292028(NAD 83)
 CC0568_MARKER: I = METAL ROD
 CC0568_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0568+WITH SETTING: INFORMATION.
 CC0568_SP_SET: SHALLOW SET METAL ROD
 CC0568_STAMPING: F 1391 1981
 CC0568_MARK LOGO: NGS   
 CC0568_PROJECTION: FLUSH
 CC0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0568_ROD/PIPE-DEPTH: 3.0  meters
 CC0568
 CC0568  HISTORY     - Date     Condition        Report By
 CC0568  HISTORY     - 1981     MONUMENTED       NGS
 CC0568
 CC0568                          STATION DESCRIPTION
 CC0568
 CC0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0568'32.2 KM (20.0 MI) NW FROM PECOS.
 CC0568'31.4 KM (19.5 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0568'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0568'PECOS, THENCE 0.8 KM (0.5 MI) SOUTHWEST ALONG STATE HIGHWAY 302,
 CC0568'0.8 KM (0.5 MI) SOUTHWEST OF THE CROSSING OF THE ATCHISON, TOPEKA
 CC0568'AND SANTA FE RAILROAD, 0.1 KM (0.05 MI) NORTHEAST OF A GRAVELED
 CC0568'ROAD CROSSING, AND 18.8 METERS (61.6 FT) WEST-NORTHWEST OF THE
 CC0568'CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 3.0 METERS
 CC0568'(10.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0568'THE MARK IS 0.4 METERS  ESE FROM  A WITNESS POST AND FENCE
 CC0568'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0840 ***********************************************************************
 CD0840  DESIGNATION -  F 1392
 CD0840  PID         -  CD0840
 CD0840  STATE/COUNTY-  TX/HUDSPETH
 CD0840  USGS QUAD   -  MOLESWORTH MESA NORTH (1979)
 CD0840
 CD0840                         *CURRENT SURVEY CONTROL
 CD0840  ___________________________________________________________________
 CD0840* NAD 83(1986)-  31 47 40.     (N)    105 33 28.     (W)     SCALED    
 CD0840* NAVD 88     -      1343.849  (meters)    4408.94   (feet)  ADJUSTED  
 CD0840  ___________________________________________________________________
 CD0840  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0840  DYNAMIC HT  -        1341.787 (meters)    4402.18  (feet)  COMP
 CD0840  MODELED GRAV-     979,058.5   (mgal)                       NAVD 88
 CD0840
 CD0840  VERT ORDER  -  FIRST     CLASS II
 CD0840
 CD0840.The horizontal coordinates were scaled from a topographic map and have
 CD0840.an estimated accuracy of +/- 6 seconds.
 CD0840
 CD0840.The orthometric height was determined by differential leveling
 CD0840.and adjusted by the National Geodetic Survey in June 1991..
 CD0840
 CD0840.The geoid height was determined by GEOID03.
 CD0840
 CD0840.The dynamic height is computed by dividing the NAVD 88
 CD0840.geopotential number by the normal gravity value computed on the
 CD0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0840.degrees latitude (g = 980.6199 gals.).
 CD0840
 CD0840.The modeled gravity was interpolated from observed gravity values.
 CD0840
 CD0840;                    North         East    Units  Estimated Accuracy
 CD0840;SPC TX C     - 3,247,500.      205,420.      MT  (+/- 180 meters Scaled)
 CD0840
 CD0840                          SUPERSEDED SURVEY CONTROL
 CD0840
 CD0840.No superseded survey control is available for this station.
 CD0840
 CD0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR471177(NAD 83)
 CD0840_MARKER: I = METAL ROD
 CD0840_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0840_SP_SET: STAINLESS STEEL ROD
 CD0840_STAMPING: F 1392 1981
 CD0840_MARK LOGO: NGS   
 CD0840_PROJECTION: FLUSH
 CD0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0840_ROD/PIPE-DEPTH: 5.2  meters
 CD0840
 CD0840  HISTORY     - Date     Condition        Report By
 CD0840  HISTORY     - 1981     MONUMENTED       NGS
 CD0840
 CD0840                          STATION DESCRIPTION
 CD0840
 CD0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0840'86.3 KM (53.6 MI) EAST FROM EL PASO.
 CD0840'86.3 KM (53.6 MI) EASTERLY ALONG U. S. HIGHWAY 62 AND 180 (PAISANO
 CD0840'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0840'AT A TRACK ROAD LEADING SOUTH, 23.8 METERS (78.0 FT) SOUTH-SOUTHWEST
 CD0840'OF THE CENTERLINE OF THE HIGHWAY, 4.4 METERS (14.5 FT) EAST-SOUTHEAST
 CD0840'OF THE CENTER OF THE ROAD, 4.1 METERS (13.3 FT) NORTHEAST OF THE
 CD0840'NORTHEAST END OF A CATTLE GUARD, 0.7 METER (2.4 FT) SOUTHWEST OF A
 CD0840'FENCE CORNER AND 0.3 METER (1.0 FT) NORTHWEST OF A FENCE.  NOTE=
 CD0840'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0840'THE MARK IS 0.5 METERS  SSW FROM A WITNESS POST.
 CD0840'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0388 ***********************************************************************
 CE0388  DESIGNATION -  F 1393
 CE0388  PID         -  CE0388
 CE0388  STATE/COUNTY-  TX/EL PASO
 CE0388  USGS QUAD   -  TORNILLO (1972)
 CE0388
 CE0388                         *CURRENT SURVEY CONTROL
 CE0388  ___________________________________________________________________
 CE0388* NAD 83(1986)-  31 23 43.     (N)    106 00 02.     (W)     SCALED    
 CE0388* NAVD 88     -      1092.262  (meters)    3583.53   (feet)  ADJUSTED  
 CE0388  ___________________________________________________________________
 CE0388  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0388  DYNAMIC HT  -        1090.556 (meters)    3577.93  (feet)  COMP
 CE0388  MODELED GRAV-     979,042.2   (mgal)                       NAVD 88
 CE0388
 CE0388  VERT ORDER  -  FIRST     CLASS II
 CE0388
 CE0388.The horizontal coordinates were scaled from a topographic map and have
 CE0388.an estimated accuracy of +/- 6 seconds.
 CE0388
 CE0388.The orthometric height was determined by differential leveling
 CE0388.and adjusted by the National Geodetic Survey in June 1991..
 CE0388
 CE0388.The geoid height was determined by GEOID03.
 CE0388
 CE0388.The dynamic height is computed by dividing the NAVD 88
 CE0388.geopotential number by the normal gravity value computed on the
 CE0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0388.degrees latitude (g = 980.6199 gals.).
 CE0388
 CE0388.The modeled gravity was interpolated from observed gravity values.
 CE0388
 CE0388;                    North         East    Units  Estimated Accuracy
 CE0388;SPC TX C     - 3,205,350.      161,290.      MT  (+/- 180 meters Scaled)
 CE0388
 CE0388                          SUPERSEDED SURVEY CONTROL
 CE0388
 CE0388.No superseded survey control is available for this station.
 CE0388
 CE0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ048738(NAD 83)
 CE0388_MARKER: I = METAL ROD
 CE0388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0388_SP_SET: STAINLESS STEEL ROD
 CE0388_STAMPING: F 1393 1981
 CE0388_MARK LOGO: NGS   
 CE0388_PROJECTION: FLUSH
 CE0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0388_ROD/PIPE-DEPTH: 7.6  meters
 CE0388
 CE0388  HISTORY     - Date     Condition        Report By
 CE0388  HISTORY     - 1981     MONUMENTED       NGS
 CE0388
 CE0388                          STATION DESCRIPTION
 CE0388
 CE0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0388'18.7 KM (11.6 MI) SE FROM FABENS.
 CE0388'18.7 KM (11.6 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CE0388'POST OFFICE IN FABENS, 46.3 METERS (152.0 FT) NORTHWEST OF THE
 CE0388'SOUTHWEST CORNER OF A BRIDGE, 8.2 METERS (26.9 FT) SOUTHWEST OF THE
 CE0388'CENTERLINE OF THE HIGHWAY AND 2.0 METERS (6.6 FT) SOUTHEAST OF A
 CE0388'UTILITY POLE NUMBER 248.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CE0388'A 5-INCH LOGO CAP.
 CE0388'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 CE0388'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0780 ***********************************************************************
 CD0780  DESIGNATION -  F 1394
 CD0780  PID         -  CD0780
 CD0780  STATE/COUNTY-  TX/HUDSPETH
 CD0780  USGS QUAD   -  ESPERANZA (1972)
 CD0780
 CD0780                         *CURRENT SURVEY CONTROL
 CD0780  ___________________________________________________________________
 CD0780* NAD 83(1986)-  31 10 35.     (N)    105 38 29.     (W)     SCALED    
 CD0780* NAVD 88     -      1118.801  (meters)    3670.60   (feet)  ADJUSTED  
 CD0780  ___________________________________________________________________
 CD0780  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 CD0780  DYNAMIC HT  -        1117.055 (meters)    3664.87  (feet)  COMP
 CD0780  MODELED GRAV-     979,042.1   (mgal)                       NAVD 88
 CD0780
 CD0780  VERT ORDER  -  FIRST     CLASS II
 CD0780
 CD0780.The horizontal coordinates were scaled from a topographic map and have
 CD0780.an estimated accuracy of +/- 6 seconds.
 CD0780
 CD0780.The orthometric height was determined by differential leveling
 CD0780.and adjusted by the National Geodetic Survey in June 1991..
 CD0780
 CD0780.The geoid height was determined by GEOID03.
 CD0780
 CD0780.The dynamic height is computed by dividing the NAVD 88
 CD0780.geopotential number by the normal gravity value computed on the
 CD0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0780.degrees latitude (g = 980.6199 gals.).
 CD0780
 CD0780.The modeled gravity was interpolated from observed gravity values.
 CD0780
 CD0780;                    North         East    Units  Estimated Accuracy
 CD0780;SPC TX C     - 3,179,430.      194,240.      MT  (+/- 180 meters Scaled)
 CD0780
 CD0780                          SUPERSEDED SURVEY CONTROL
 CD0780
 CD0780.No superseded survey control is available for this station.
 CD0780
 CD0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ388493(NAD 83)
 CD0780_MARKER: I = METAL ROD
 CD0780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0780_SP_SET: STAINLESS STEEL ROD
 CD0780_STAMPING: F 1394 1981
 CD0780_MARK LOGO: NGS   
 CD0780_PROJECTION: FLUSH
 CD0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CD0780+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 CD0780_ROD/PIPE-DEPTH: 3.7  meters
 CD0780
 CD0780  HISTORY     - Date     Condition        Report By
 CD0780  HISTORY     - 1981     MONUMENTED       NGS
 CD0780  HISTORY     - 20030827 GOOD             USPSQD
 CD0780
 CD0780                          STATION DESCRIPTION
 CD0780
 CD0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0780'30.1 KM (18.7 MI) NW FROM SIERRA BLANCA.
 CD0780'6.3 KM (3.9 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CD0780'THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI) SOUTH
 CD0780'ALONG A GRAVELED ROAD, THENCE 23.7 KM (14.7 MI) NORTHWESTERLY ALONG
 CD0780'INTERSTATE HIGHWAY 10, 1.1 KM (0.7 MI) EAST OF MILEPOST 88, 0.5 KM
 CD0780'(0.3 MI) WEST OF MILEPOST 89, 32.9 METERS (108.0 FT) NORTH-NORTHWEST
 CD0780'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.  NOTE=
 CD0780'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0780'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST AND FENCE
 CD0780'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CD0780
 CD0780                          STATION RECOVERY (2003)
 CD0780
 CD0780'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 CD0780'WITNESS POST AND SIGN IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0858 ***********************************************************************
 CD0858  DESIGNATION -  F 1395
 CD0858  PID         -  CD0858
 CD0858  STATE/COUNTY-  TX/CULBERSON
 CD0858  USGS QUAD   -  WILD HORSE (1979)
 CD0858
 CD0858                         *CURRENT SURVEY CONTROL
 CD0858  ___________________________________________________________________
 CD0858* NAD 83(1986)-  31 03 02.     (N)    104 38 56.     (W)     SCALED    
 CD0858* NAVD 88     -      1178.880  (meters)    3867.71   (feet)  ADJUSTED  
 CD0858  ___________________________________________________________________
 CD0858  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 CD0858  DYNAMIC HT  -        1177.048 (meters)    3861.70  (feet)  COMP
 CD0858  MODELED GRAV-     979,045.5   (mgal)                       NAVD 88
 CD0858
 CD0858  VERT ORDER  -  FIRST     CLASS II
 CD0858
 CD0858.The horizontal coordinates were scaled from a topographic map and have
 CD0858.an estimated accuracy of +/- 6 seconds.
 CD0858
 CD0858.The orthometric height was determined by differential leveling
 CD0858.and adjusted by the National Geodetic Survey in June 1991..
 CD0858
 CD0858.The geoid height was determined by GEOID03.
 CD0858
 CD0858.The dynamic height is computed by dividing the NAVD 88
 CD0858.geopotential number by the normal gravity value computed on the
 CD0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0858.degrees latitude (g = 980.6199 gals.).
 CD0858
 CD0858.The modeled gravity was interpolated from observed gravity values.
 CD0858
 CD0858;                    North         East    Units  Estimated Accuracy
 CD0858;SPC TX C     - 3,161,400.      288,220.      MT  (+/- 180 meters Scaled)
 CD0858
 CD0858                          SUPERSEDED SURVEY CONTROL
 CD0858
 CD0858.No superseded survey control is available for this station.
 CD0858
 CD0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ335352(NAD 83)
 CD0858_MARKER: I = METAL ROD
 CD0858_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0858+WITH SETTING: INFORMATION.
 CD0858_SP_SET: SHALLOW SET METAL ROD
 CD0858_STAMPING: F 1395 1981
 CD0858_MARK LOGO: NGS   
 CD0858_PROJECTION: FLUSH
 CD0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0858_ROD/PIPE-DEPTH: 1.2  meters
 CD0858
 CD0858  HISTORY     - Date     Condition        Report By
 CD0858  HISTORY     - 1981     MONUMENTED       NGS
 CD0858
 CD0858                          STATION DESCRIPTION
 CD0858
 CD0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0858'17.7 KM (11.0 MI) EAST FROM VAN HORN.
 CD0858'17.7 KM (11.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0858'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 81.8 METERS (268.5 FT)
 CD0858'NORTH-NORTHWEST AND ACROSS A FRONTAGE ROAD FROM MILE POST 151,
 CD0858'46.9 METERS (154.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD,
 CD0858'AND 2.4 METERS (7.8 FT) EAST-NORTHEAST OF A UTILITY POLE.
 CD0858'NOTE=THE LOGO CAP IS CORRECTLY STAMPED, BUT THE DATUM POINT IS
 CD0858'ERRONEOUSLY STAMPED G 1395 1981.  ACCESS TO THE DATUM POINT IS
 CD0858'THROUGH A 5-INCH LOGO CAP.
 CD0858'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0858'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0886 ***********************************************************************
 CD0886  DESIGNATION -  F 1396
 CD0886  PID         -  CD0886
 CD0886  STATE/COUNTY-  TX/CULBERSON
 CD0886  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0886
 CD0886                         *CURRENT SURVEY CONTROL
 CD0886  ___________________________________________________________________
 CD0886* NAD 83(1986)-  31 03 55.     (N)    104 15 08.     (W)     SCALED    
 CD0886* NAVD 88     -      1307.466  (meters)    4289.58   (feet)  ADJUSTED  
 CD0886  ___________________________________________________________________
 CD0886  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 CD0886  DYNAMIC HT  -        1305.430 (meters)    4282.90  (feet)  COMP
 CD0886  MODELED GRAV-     979,037.3   (mgal)                       NAVD 88
 CD0886
 CD0886  VERT ORDER  -  FIRST     CLASS II
 CD0886
 CD0886.The horizontal coordinates were scaled from a topographic map and have
 CD0886.an estimated accuracy of +/- 6 seconds.
 CD0886
 CD0886.The orthometric height was determined by differential leveling
 CD0886.and adjusted by the National Geodetic Survey in June 1991..
 CD0886
 CD0886.The geoid height was determined by GEOID03.
 CD0886
 CD0886.The dynamic height is computed by dividing the NAVD 88
 CD0886.geopotential number by the normal gravity value computed on the
 CD0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0886.degrees latitude (g = 980.6199 gals.).
 CD0886
 CD0886.The modeled gravity was interpolated from observed gravity values.
 CD0886
 CD0886;                    North         East    Units  Estimated Accuracy
 CD0886;SPC TX C     - 3,161,630.      326,110.      MT  (+/- 180 meters Scaled)
 CD0886
 CD0886                          SUPERSEDED SURVEY CONTROL
 CD0886
 CD0886.No superseded survey control is available for this station.
 CD0886
 CD0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ713370(NAD 83)
 CD0886_MARKER: I = METAL ROD
 CD0886_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0886_SP_SET: STAINLESS STEEL ROD
 CD0886_STAMPING: F 1396 1981
 CD0886_MARK LOGO: NGS   
 CD0886_PROJECTION: FLUSH
 CD0886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0886+STABILITY: POSITION/ELEVATION WELL
 CD0886_ROD/PIPE-DEPTH: 11.0 meters
 CD0886
 CD0886  HISTORY     - Date     Condition        Report By
 CD0886  HISTORY     - 1981     MONUMENTED       NGS
 CD0886
 CD0886                          STATION DESCRIPTION
 CD0886
 CD0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0886'3.4 KM (2.1 MI) WEST FROM KENT.
 CD0886'3.4 KM (2.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0886'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 0.5
 CD0886'KM (0.3 MI) WEST OF MILE POST 175, AND 46.9 METERS (154.0 FT) NORTH
 CD0886'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 CD0886'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0886'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0886'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0583 ***********************************************************************
 CC0583  DESIGNATION -  F 1397
 CC0583  PID         -  CC0583
 CC0583  STATE/COUNTY-  TX/REEVES
 CC0583  USGS QUAD   -  GOZAR (1970)
 CC0583
 CC0583                         *CURRENT SURVEY CONTROL
 CC0583  ___________________________________________________________________
 CC0583* NAD 83(1986)-  31 10 21.     (N)    103 57 39.     (W)     SCALED    
 CC0583* NAVD 88     -      1043.587  (meters)    3423.84   (feet)  ADJUSTED  
 CC0583  ___________________________________________________________________
 CC0583  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 CC0583  DYNAMIC HT  -        1042.028 (meters)    3418.72  (feet)  COMP
 CC0583  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 CC0583
 CC0583  VERT ORDER  -  FIRST     CLASS II
 CC0583
 CC0583.The horizontal coordinates were scaled from a topographic map and have
 CC0583.an estimated accuracy of +/- 6 seconds.
 CC0583
 CC0583.The orthometric height was determined by differential leveling
 CC0583.and adjusted by the National Geodetic Survey in June 1991..
 CC0583
 CC0583.The geoid height was determined by GEOID03.
 CC0583
 CC0583.The dynamic height is computed by dividing the NAVD 88
 CC0583.geopotential number by the normal gravity value computed on the
 CC0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0583.degrees latitude (g = 980.6199 gals.).
 CC0583
 CC0583.The modeled gravity was interpolated from observed gravity values.
 CC0583
 CC0583;                    North         East    Units  Estimated Accuracy
 CC0583;SPC TX C     - 3,172,570.      354,280.      MT  (+/- 180 meters Scaled)
 CC0583
 CC0583                          SUPERSEDED SURVEY CONTROL
 CC0583
 CC0583.No superseded survey control is available for this station.
 CC0583
 CC0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ990491(NAD 83)
 CC0583_MARKER: I = METAL ROD
 CC0583_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0583+WITH SETTING: INFORMATION.
 CC0583_SP_SET: SHALLOW SET METAL ROD
 CC0583_STAMPING: F 1397 1981
 CC0583_MARK LOGO: NGS   
 CC0583_PROJECTION: FLUSH
 CC0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0583_ROD/PIPE-DEPTH: 2.1  meters
 CC0583
 CC0583  HISTORY     - Date     Condition        Report By
 CC0583  HISTORY     - 1981     MONUMENTED       NGS
 CC0583  HISTORY     - 19901117 GOOD             USPSQD
 CC0583
 CC0583                          STATION DESCRIPTION
 CC0583
 CC0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0583'22.8 KM (14.15 MI) SW FROM TOYAH.
 CC0583'22.8 KM (14.15 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0583'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.8 KM (0.5 MI) NORTHEAST
 CC0583'OF MILE POST 8, 0.8 KM (0.5 MI) SOUTHWEST OF MILE POST 9, 17.4 METERS
 CC0583'(57.1 FT) SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD, AND 8.5 METERS
 CC0583'(27.9 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND PIPE GATE.
 CC0583'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0583'ROD WAS DRIVEN TO REFUSAL WAS 7.0 FT.
 CC0583'THE MARK IS 0.9 METERS  NW FROM  A WITNESS POST AND FENCE
 CC0583'THE MARK IS 0.5 M BELOW THE FRONTAGE ROAD.
 CC0583
 CC0583                          STATION RECOVERY (1990)
 CC0583
 CC0583'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CC0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0344 ***********************************************************************
 BQ0344  DESIGNATION -  F 1398
 BQ0344  PID         -  BQ0344
 BQ0344  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0344  USGS QUAD   -  CHISPA (1972)
 BQ0344
 BQ0344                         *CURRENT SURVEY CONTROL
 BQ0344  ___________________________________________________________________
 BQ0344* NAD 83(1986)-  30 43 21.     (N)    104 40 10.     (W)     SCALED    
 BQ0344* NAVD 88     -      1256.154  (meters)    4121.23   (feet)  ADJUSTED  
 BQ0344  ___________________________________________________________________
 BQ0344  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 BQ0344  DYNAMIC HT  -        1254.129 (meters)    4114.59  (feet)  COMP
 BQ0344  MODELED GRAV-     978,986.1   (mgal)                       NAVD 88
 BQ0344
 BQ0344  VERT ORDER  -  FIRST     CLASS II
 BQ0344
 BQ0344.The horizontal coordinates were scaled from a topographic map and have
 BQ0344.an estimated accuracy of +/- 6 seconds.
 BQ0344
 BQ0344.The orthometric height was determined by differential leveling
 BQ0344.and adjusted by the National Geodetic Survey in June 1991..
 BQ0344
 BQ0344.The geoid height was determined by GEOID03.
 BQ0344
 BQ0344.The dynamic height is computed by dividing the NAVD 88
 BQ0344.geopotential number by the normal gravity value computed on the
 BQ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0344.degrees latitude (g = 980.6199 gals.).
 BQ0344
 BQ0344.The modeled gravity was interpolated from observed gravity values.
 BQ0344
 BQ0344;                    North         East    Units  Estimated Accuracy
 BQ0344;SPC TX C     - 3,125,140.      284,840.      MT  (+/- 180 meters Scaled)
 BQ0344
 BQ0344                          SUPERSEDED SURVEY CONTROL
 BQ0344
 BQ0344.No superseded survey control is available for this station.
 BQ0344
 BQ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP316988(NAD 83)
 BQ0344_MARKER: I = METAL ROD
 BQ0344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0344_SP_SET: STAINLESS STEEL ROD
 BQ0344_STAMPING: F 1398 1981
 BQ0344_MARK LOGO: NGS   
 BQ0344_PROJECTION: FLUSH
 BQ0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0344+STABILITY: POSITION/ELEVATION WELL
 BQ0344_ROD/PIPE-DEPTH: 6.7  meters
 BQ0344
 BQ0344  HISTORY     - Date     Condition        Report By
 BQ0344  HISTORY     - 1981     MONUMENTED       NGS
 BQ0344  HISTORY     - 19961009 GOOD             USPSQD
 BQ0344
 BQ0344                          STATION DESCRIPTION
 BQ0344
 BQ0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0344'21.7 KM (13.5 MI) NW FROM VALENTINE.
 BQ0344'21.7 KM (13.5 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0344'IN VALENTINE, 0.2 KM (0.1 MI) SOUTHEAST OF RAILROAD MILE POST 683,
 BQ0344'18.3 METERS (59.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 BQ0344'4.2 METERS (13.6 FT) SOUTHEAST OF A UTILITY POLE, AND 0.3 METER (1.0
 BQ0344'FT) NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BQ0344'5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 22.0 FT.
 BQ0344'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 BQ0344'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BQ0344
 BQ0344                          STATION RECOVERY (1996)
 BQ0344
 BQ0344'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0369 ***********************************************************************
 BQ0369  DESIGNATION -  F 1399
 BQ0369  PID         -  BQ0369
 BQ0369  STATE/COUNTY-  TX/PRESIDIO
 BQ0369  USGS QUAD   -  MARFA (1983)
 BQ0369
 BQ0369                         *CURRENT SURVEY CONTROL
 BQ0369  ___________________________________________________________________
 BQ0369* NAD 83(1986)-  30 17 49.     (N)    104 01 20.     (W)     SCALED    
 BQ0369* NAVD 88     -      1420.815  (meters)    4661.46   (feet)  ADJUSTED  
 BQ0369  ___________________________________________________________________
 BQ0369  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 BQ0369  DYNAMIC HT  -        1418.444 (meters)    4653.68  (feet)  COMP
 BQ0369  MODELED GRAV-     978,923.5   (mgal)                       NAVD 88
 BQ0369
 BQ0369  VERT ORDER  -  FIRST     CLASS II
 BQ0369
 BQ0369.The horizontal coordinates were scaled from a topographic map and have
 BQ0369.an estimated accuracy of +/- 6 seconds.
 BQ0369
 BQ0369.The orthometric height was determined by differential leveling
 BQ0369.and adjusted by the National Geodetic Survey in June 1991..
 BQ0369
 BQ0369.The geoid height was determined by GEOID03.
 BQ0369
 BQ0369.The dynamic height is computed by dividing the NAVD 88
 BQ0369.geopotential number by the normal gravity value computed on the
 BQ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0369.degrees latitude (g = 980.6199 gals.).
 BQ0369
 BQ0369.The modeled gravity was interpolated from observed gravity values.
 BQ0369
 BQ0369;                    North         East    Units  Estimated Accuracy
 BQ0369;SPC TXSC     - 4,283,420.      117,020.      MT  (+/- 180 meters Scaled)
 BQ0369
 BQ0369                          SUPERSEDED SURVEY CONTROL
 BQ0369
 BQ0369.No superseded survey control is available for this station.
 BQ0369
 BQ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP940520(NAD 83)
 BQ0369_MARKER: I = METAL ROD
 BQ0369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0369_SP_SET: STAINLESS STEEL ROD
 BQ0369_STAMPING: F 1399 1981
 BQ0369_MARK LOGO: NGS   
 BQ0369_PROJECTION: FLUSH
 BQ0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0369_ROD/PIPE-DEPTH: 4.6  meters
 BQ0369
 BQ0369  HISTORY     - Date     Condition        Report By
 BQ0369  HISTORY     - 1981     MONUMENTED       NGS
 BQ0369  HISTORY     - 1990     GOOD             USPSQD
 BQ0369  HISTORY     - 19961010 GOOD             USPSQD
 BQ0369
 BQ0369                          STATION DESCRIPTION
 BQ0369
 BQ0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0369'1.5 KM (0.9 MI) SOUTH FROM MARFA.
 BQ0369'1.4 KM (0.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 BQ0369'U.S. HIGHWAY 90 IN MARFA, 15.0 METERS (49.2 FT) EAST OF THE CENTERLINE
 BQ0369'OF THE HIGHWAY, AND 1.2 METERS (4.0 FT) NORTH-NORTHWEST OF A UTILITY
 BQ0369'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0369'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 BQ0369'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0369
 BQ0369                          STATION RECOVERY (1990)
 BQ0369
 BQ0369'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0369'RECOVERED IN GOOD CONDITION.
 BQ0369
 BQ0369                          STATION RECOVERY (1996)
 BQ0369
 BQ0369'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0196 ***********************************************************************
 EN0196  DESIGNATION -  F 140
 EN0196  PID         -  EN0196
 EN0196  STATE/COUNTY-  TX/HALL
 EN0196  USGS QUAD   -  PLASKA (1985)
 EN0196
 EN0196                         *CURRENT SURVEY CONTROL
 EN0196  ___________________________________________________________________
 EN0196* NAD 83(1986)-  34 30 47.     (N)    100 40 55.     (W)     SCALED    
 EN0196* NAVD 88     -       597.780  (meters)    1961.22   (feet)  ADJUSTED  
 EN0196  ___________________________________________________________________
 EN0196  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EN0196  DYNAMIC HT  -         597.096 (meters)    1958.97  (feet)  COMP
 EN0196  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 EN0196
 EN0196  VERT ORDER  -  FIRST     CLASS II
 EN0196
 EN0196.The horizontal coordinates were scaled from a topographic map and have
 EN0196.an estimated accuracy of +/- 6 seconds.
 EN0196
 EN0196.The orthometric height was determined by differential leveling
 EN0196.and adjusted by the National Geodetic Survey in June 1991..
 EN0196
 EN0196.The geoid height was determined by GEOID03.
 EN0196
 EN0196.The dynamic height is computed by dividing the NAVD 88
 EN0196.geopotential number by the normal gravity value computed on the
 EN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0196.degrees latitude (g = 980.6199 gals.).
 EN0196
 EN0196.The modeled gravity was interpolated from observed gravity values.
 EN0196
 EN0196;                    North         East    Units  Estimated Accuracy
 EN0196;SPC TX N     - 1,057,230.      275,120.      MT  (+/- 180 meters Scaled)
 EN0196
 EN0196                          SUPERSEDED SURVEY CONTROL
 EN0196
 EN0196  NGVD 29 (??/??/92)  597.502  (m)         1960.30   (f) ADJ UNCH    1 2
 EN0196
 EN0196.Superseded values are not recommended for survey control.
 EN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0196.See file dsdata.txt to determine how the superseded data were derived.
 EN0196
 EN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD456203(NAD 83)
 EN0196_MARKER: DB = BENCH MARK DISK
 EN0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0196_STAMPING: F 140 1933
 EN0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0196+STABILITY: SURFACE MOTION
 EN0196
 EN0196  HISTORY     - Date     Condition        Report By
 EN0196  HISTORY     - 1933     MONUMENTED       CGS
 EN0196  HISTORY     - 1962     MARK NOT FOUND   NGS
 EN0196
 EN0196                          STATION DESCRIPTION
 EN0196
 EN0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EN0196'15.2 MI SW FROM ESTELLINE.
 EN0196'15.2 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0196'THE STATION AT ESTELLINE, HALL COUNTY, ABOUT 4.6 MILES SOUTHWEST OF
 EN0196'THE SIGNBORAD AT PARNELL, AT STATION 780+76 (MILEAGE 251.84), ABOUT
 EN0196'23-1/4 RAILS EAST OF WOODEN TRESTLE P 252.00, ABOUT 4-3/4 RAILS WEST
 EN0196'OF A CROSSING, ABOUT 30 FEET NORTH OF THE TRACK, AND 10 FEET SOUTH OF
 EN0196'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1960.304 F 140 1933
 EN0196'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 EN0196'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0225 ***********************************************************************
 BB0225  DESIGNATION -  F 1400
 BB0225  PID         -  BB0225
 BB0225  STATE/COUNTY-  TX/PRESIDIO
 BB0225  USGS QUAD   -  CIENEGUITA (1983)
 BB0225
 BB0225                         *CURRENT SURVEY CONTROL
 BB0225  ___________________________________________________________________
 BB0225* NAD 83(1986)-  29 55 13.     (N)    104 16 05.     (W)     SCALED    
 BB0225* NAVD 88     -      1373.148  (meters)    4505.07   (feet)  ADJUSTED  
 BB0225  ___________________________________________________________________
 BB0225  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BB0225  DYNAMIC HT  -        1370.832 (meters)    4497.47  (feet)  COMP
 BB0225  MODELED GRAV-     978,908.0   (mgal)                       NAVD 88
 BB0225
 BB0225  VERT ORDER  -  FIRST     CLASS II
 BB0225
 BB0225.The horizontal coordinates were scaled from a topographic map and have
 BB0225.an estimated accuracy of +/- 6 seconds.
 BB0225
 BB0225.The orthometric height was determined by differential leveling
 BB0225.and adjusted by the National Geodetic Survey in June 1991..
 BB0225
 BB0225.The geoid height was determined by GEOID03.
 BB0225
 BB0225.The dynamic height is computed by dividing the NAVD 88
 BB0225.geopotential number by the normal gravity value computed on the
 BB0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0225.degrees latitude (g = 980.6199 gals.).
 BB0225
 BB0225.The modeled gravity was interpolated from observed gravity values.
 BB0225
 BB0225;                    North         East    Units  Estimated Accuracy
 BB0225;SPC TXSC     - 4,242,750.       91,510.      MT  (+/- 180 meters Scaled)
 BB0225
 BB0225                          SUPERSEDED SURVEY CONTROL
 BB0225
 BB0225.No superseded survey control is available for this station.
 BB0225
 BB0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP706101(NAD 83)
 BB0225_MARKER: I = METAL ROD
 BB0225_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BB0225+WITH SETTING: INFORMATION.
 BB0225_SP_SET: SHALLOW SET METAL ROD
 BB0225_STAMPING: F 1400 1981
 BB0225_MARK LOGO: NGS   
 BB0225_PROJECTION: FLUSH
 BB0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0225_ROD/PIPE-DEPTH: 2.7  meters
 BB0225
 BB0225  HISTORY     - Date     Condition        Report By
 BB0225  HISTORY     - 1981     MONUMENTED       NGS
 BB0225  HISTORY     - 19961010 GOOD             USPSQD
 BB0225
 BB0225                          STATION DESCRIPTION
 BB0225
 BB0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0225'12.6 KM (7.8 MI) NE FROM SHAFTER.
 BB0225'12.6 KM (7.8 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0225'END OF THE BRIDGE OVER CIBOLO CREEK, 0.2 KM (0.15 MI) NORTHEAST OF A
 BB0225'GRAVELED ROAD LEADING EAST THROUGH A METAL GATE, 78.0 METERS (256.0
 BB0225'FT) SOUTHWEST OF AND ACROSS THE HIGHWAY FROM POST NUMBER 86 AND SIGN
 BB0225'67, AND 15.1 METERS (49.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE
 BB0225'HIGHWAY.
 BB0225'THE MARK IS 0.6 METERS  ESE FROM  A FENCE AND WITNESS POST
 BB0225'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BB0225
 BB0225                          STATION RECOVERY (1996)
 BB0225
 BB0225'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0569 ***********************************************************************
 CC0569  DESIGNATION -  F 1401
 CC0569  PID         -  CC0569
 CC0569  STATE/COUNTY-  TX/REEVES
 CC0569  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0569
 CC0569                         *CURRENT SURVEY CONTROL
 CC0569  ___________________________________________________________________
 CC0569* NAD 83(1986)-  31 40 06.     (N)    103 37 35.     (W)     SCALED    
 CC0569* NAVD 88     -       814.279  (meters)    2671.51   (feet)  ADJUSTED  
 CC0569  ___________________________________________________________________
 CC0569  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CC0569  DYNAMIC HT  -         813.084 (meters)    2667.59  (feet)  COMP
 CC0569  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 CC0569
 CC0569  VERT ORDER  -  FIRST     CLASS II
 CC0569
 CC0569.The horizontal coordinates were scaled from a topographic map and have
 CC0569.an estimated accuracy of +/- 6 seconds.
 CC0569
 CC0569.The orthometric height was determined by differential leveling
 CC0569.and adjusted by the National Geodetic Survey in June 1991..
 CC0569
 CC0569.The geoid height was determined by GEOID03.
 CC0569
 CC0569.The dynamic height is computed by dividing the NAVD 88
 CC0569.geopotential number by the normal gravity value computed on the
 CC0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0569.degrees latitude (g = 980.6199 gals.).
 CC0569
 CC0569.The modeled gravity was interpolated from observed gravity values.
 CC0569
 CC0569;                    North         East    Units  Estimated Accuracy
 CC0569;SPC TX C     - 3,226,520.      387,780.      MT  (+/- 180 meters Scaled)
 CC0569
 CC0569                          SUPERSEDED SURVEY CONTROL
 CC0569
 CC0569.No superseded survey control is available for this station.
 CC0569
 CC0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR302044(NAD 83)
 CC0569_MARKER: DB = BENCH MARK DISK
 CC0569_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0569_SP_SET: ABUTMENT
 CC0569_STAMPING: F 1401 1981
 CC0569_MARK LOGO: NGS   
 CC0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0569+STABILITY: POSITION/ELEVATION WELL
 CC0569
 CC0569  HISTORY     - Date     Condition        Report By
 CC0569  HISTORY     - 1981     MONUMENTED       NGS
 CC0569
 CC0569                          STATION DESCRIPTION
 CC0569
 CC0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0569'32.4 KM (20.1 MI) NORTH FROM PECOS.
 CC0569'31.4 KM (19.5 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0569'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0569'PECOS, THENCE 1.0 KM (0.6 MI) NORTHEAST ALONG STATE HIGHWAY 307,
 CC0569'IN TOP OF AND 0.8 METER (2.7 FT) NORTHWEST OF THE SOUTHEAST END OF
 CC0569'THE SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE OVER THE PECOS RIVER
 CC0569'AND 6.1 METERS (20.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0713 ***********************************************************************
 BP0713  DESIGNATION -  F 1402
 BP0713  PID         -  BP0713
 BP0713  STATE/COUNTY-  TX/BREWSTER
 BP0713  USGS QUAD   -  ALTUDA (1983)
 BP0713
 BP0713                         *CURRENT SURVEY CONTROL
 BP0713  ___________________________________________________________________
 BP0713* NAD 83(1986)-  30 20 55.     (N)    103 29 12.     (W)     SCALED    
 BP0713* NAVD 88     -      1385.316  (meters)    4544.99   (feet)  ADJUSTED  
 BP0713  ___________________________________________________________________
 BP0713  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 BP0713  DYNAMIC HT  -        1383.033 (meters)    4537.50  (feet)  COMP
 BP0713  MODELED GRAV-     978,945.3   (mgal)                       NAVD 88
 BP0713
 BP0713  VERT ORDER  -  FIRST     CLASS II
 BP0713
 BP0713.The horizontal coordinates were scaled from a topographic map and have
 BP0713.an estimated accuracy of +/- 6 seconds.
 BP0713
 BP0713.The orthometric height was determined by differential leveling
 BP0713.and adjusted by the National Geodetic Survey in June 1991..
 BP0713
 BP0713.The geoid height was determined by GEOID03.
 BP0713
 BP0713.The dynamic height is computed by dividing the NAVD 88
 BP0713.geopotential number by the normal gravity value computed on the
 BP0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0713.degrees latitude (g = 980.6199 gals.).
 BP0713
 BP0713.The modeled gravity was interpolated from observed gravity values.
 BP0713
 BP0713;                    North         East    Units  Estimated Accuracy
 BP0713;SPC TXSC     - 4,287,050.      168,720.      MT  (+/- 180 meters Scaled)
 BP0713
 BP0713                          SUPERSEDED SURVEY CONTROL
 BP0713
 BP0713.No superseded survey control is available for this station.
 BP0713
 BP0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP454583(NAD 83)
 BP0713_MARKER: I = METAL ROD
 BP0713_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0713_SP_SET: STAINLESS STEEL ROD
 BP0713_STAMPING: F 1402 1981
 BP0713_MARK LOGO: NGS   
 BP0713_PROJECTION: FLUSH
 BP0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0713_ROD/PIPE-DEPTH: 6.1  meters
 BP0713
 BP0713  HISTORY     - Date     Condition        Report By
 BP0713  HISTORY     - 1981     MONUMENTED       NGS
 BP0713
 BP0713                          STATION DESCRIPTION
 BP0713
 BP0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0713'19.6 KM (12.15 MI) EAST FROM ALPINE.
 BP0713'5.1 KM (3.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0713'THE RAILROAD STATION IN ALPINE, THENCE 14.5 KM (9.0 MI) EASTERLY ALONG
 BP0713'U.S. HIGHWAY 90, AT A TRACK ROAD LEADING SOUTHWEST TO THE RAILROAD
 BP0713'TRACKS, 0.2 KM (0.1 MI) NORTHWEST OF A BOX CULVERT, 25.9 METERS (85.0
 BP0713'FT) WEST-NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD, 24.7 METERS
 BP0713'(81.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.9 METERS
 BP0713'(9.5 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 BP0713'IS THROUGH A 5-INCH LOGO CAP.
 BP0713'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BP0713'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0737 ***********************************************************************
 BP0737  DESIGNATION -  F 1403
 BP0737  PID         -  BP0737
 BP0737  STATE/COUNTY-  TX/BREWSTER
 BP0737  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0737
 BP0737                         *CURRENT SURVEY CONTROL
 BP0737  ___________________________________________________________________
 BP0737* NAD 83(1986)-  30 12 46.     (N)    103 05 13.     (W)     SCALED    
 BP0737* NAVD 88     -      1241.297  (meters)    4072.49   (feet)  ADJUSTED  
 BP0737  ___________________________________________________________________
 BP0737  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 BP0737  DYNAMIC HT  -        1239.275 (meters)    4065.85  (feet)  COMP
 BP0737  MODELED GRAV-     978,969.9   (mgal)                       NAVD 88
 BP0737
 BP0737  VERT ORDER  -  FIRST     CLASS II
 BP0737
 BP0737.The horizontal coordinates were scaled from a topographic map and have
 BP0737.an estimated accuracy of +/- 6 seconds.
 BP0737
 BP0737.The orthometric height was determined by differential leveling
 BP0737.and adjusted by the National Geodetic Survey in June 1991..
 BP0737
 BP0737.The geoid height was determined by GEOID03.
 BP0737
 BP0737.The dynamic height is computed by dividing the NAVD 88
 BP0737.geopotential number by the normal gravity value computed on the
 BP0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0737.degrees latitude (g = 980.6199 gals.).
 BP0737
 BP0737.The modeled gravity was interpolated from observed gravity values.
 BP0737
 BP0737;                    North         East    Units  Estimated Accuracy
 BP0737;SPC TXSC     - 4,270,590.      206,600.      MT  (+/- 180 meters Scaled)
 BP0737
 BP0737                          SUPERSEDED SURVEY CONTROL
 BP0737
 BP0737.No superseded survey control is available for this station.
 BP0737
 BP0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP841439(NAD 83)
 BP0737_MARKER: DB = BENCH MARK DISK
 BP0737_SETTING: 66 = SET IN ROCK OUTCROP
 BP0737_SP_SET: ROCK OUTCROP
 BP0737_STAMPING: F 1403 1981
 BP0737_MARK LOGO: NGS   
 BP0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0737+STABILITY: POSITION/ELEVATION WELL
 BP0737
 BP0737  HISTORY     - Date     Condition        Report By
 BP0737  HISTORY     - 1981     MONUMENTED       NGS
 BP0737  HISTORY     - 20010331 GOOD             NGS
 BP0737
 BP0737                          STATION DESCRIPTION
 BP0737
 BP0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0737'15.5 KM (9.65 MI) EAST FROM MARATHON.
 BP0737'15.5 KM (9.65 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0737'IN MARATHON, 0.3 KM (0.2 MI) WEST OF A SMALL BRIDGE, IN A 3 BY 8 FT
 BP0737'EXPOSED AREA OF OUTCROPPING BEDROCK, 11.0 METERS (36.1 FT) SOUTH OF
 BP0737'THE CENTERLINE OF THE HIGHWAY AND 7.3 METERS (24.0 FT) NORTH OF A
 BP0737'FENCE.
 BP0737'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BP0737'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0737
 BP0737                          STATION RECOVERY (2001)
 BP0737
 BP0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0737'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1089 ***********************************************************************
 AJ1089  DESIGNATION -  F 1404
 AJ1089  PID         -  AJ1089
 AJ1089  STATE/COUNTY-  TX/WEBB
 AJ1089  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ1089
 AJ1089                         *CURRENT SURVEY CONTROL
 AJ1089  ___________________________________________________________________
 AJ1089* NAD 83(1986)-  27 26 19.     (N)    099 28 44.     (W)     SCALED    
 AJ1089* NAVD 88     -       134.906  (meters)     442.60   (feet)  ADJUSTED  
 AJ1089  ___________________________________________________________________
 AJ1089  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AJ1089  DYNAMIC HT  -         134.693 (meters)     441.91  (feet)  COMP
 AJ1089  MODELED GRAV-     979,062.8   (mgal)                       NAVD 88
 AJ1089
 AJ1089  VERT ORDER  -  FIRST     CLASS II
 AJ1089
 AJ1089.The horizontal coordinates were scaled from a topographic map and have
 AJ1089.an estimated accuracy of +/- 6 seconds.
 AJ1089
 AJ1089.The orthometric height was determined by differential leveling
 AJ1089.and adjusted by the National Geodetic Survey in June 1991..
 AJ1089
 AJ1089.The geoid height was determined by GEOID03.
 AJ1089
 AJ1089.The dynamic height is computed by dividing the NAVD 88
 AJ1089.geopotential number by the normal gravity value computed on the
 AJ1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1089.degrees latitude (g = 980.6199 gals.).
 AJ1089
 AJ1089.The modeled gravity was interpolated from observed gravity values.
 AJ1089
 AJ1089;                    North         East    Units  Estimated Accuracy
 AJ1089;SPC TX S     - 5,196,690.      203,230.      MT  (+/- 180 meters Scaled)
 AJ1089
 AJ1089                          SUPERSEDED SURVEY CONTROL
 AJ1089
 AJ1089.No superseded survey control is available for this station.
 AJ1089
 AJ1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR526351(NAD 83)
 AJ1089_MARKER: I = METAL ROD
 AJ1089_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1089+WITH SETTING: INFORMATION.
 AJ1089_SP_SET: SHALLOW SET METAL ROD
 AJ1089_STAMPING: F 1404 1981
 AJ1089_MARK LOGO: NGS   
 AJ1089_PROJECTION: FLUSH
 AJ1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1089+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 AJ1089_ROD/PIPE-DEPTH: 2.4  meters
 AJ1089
 AJ1089  HISTORY     - Date     Condition        Report By
 AJ1089  HISTORY     - 1981     MONUMENTED       NGS
 AJ1089  HISTORY     - 20020502 GOOD             USPSQD
 AJ1089
 AJ1089                          STATION DESCRIPTION
 AJ1089
 AJ1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1089'7.8 KM (4.85 MI) SOUTH FROM LAREDO.
 AJ1089'7.8 KM (4.85 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD
 AJ1089'CROSSING OF THE TEXAS MEXICAN RAILROAD IN LAREDO, AT TWO PRIVATE
 AJ1089'ASPHALT DRIVE ENTRANCES LEADING WEST THROUGH A PAIR OF IRON GATES,
 AJ1089'73.2 METERS (240.0 FT) WEST OF CENTERLINE OF HIGHWAY, 13.7 METERS
 AJ1089'(45.0 FT) NORTH OF MOST NORTHERLY ENTRANCE DRIVE, 0.73 METERS (2.4 FT)
 AJ1089'EAST SOUTHEAST OF POWERLINE POLE, 4.8 METERS (15.6 FT) NORTH OF CORNER
 AJ1089'FENCE POST, 0.49 METERS (1.6 FT) EAST OF A FENCE, AND 16.5 METERS
 AJ1089'(54.0 FT) NORTHEAST OF CENTER OF AN IRON GATE, NOTE, ROD DRIVEN TO
 AJ1089'REFUSAL AND ANCHORED IN SANDSTONE.
 AJ1089'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 AJ1089'THE MARK IS 0.91 M ABOVE HIGHWAY.
 AJ1089
 AJ1089                          STATION RECOVERY (2002)
 AJ1089
 AJ1089'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1080 ***********************************************************************
 AJ1080  DESIGNATION -  F 1405
 AJ1080  PID         -  AJ1080
 AJ1080  STATE/COUNTY-  TX/WEBB
 AJ1080  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ1080
 AJ1080                         *CURRENT SURVEY CONTROL
 AJ1080  ___________________________________________________________________
 AJ1080* NAD 83(1986)-  27 17 29.     (N)    099 25 42.     (W)     SCALED    
 AJ1080* NAVD 88     -       141.895  (meters)     465.53   (feet)  ADJUSTED  
 AJ1080  ___________________________________________________________________
 AJ1080  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AJ1080  DYNAMIC HT  -         141.669 (meters)     464.79  (feet)  COMP
 AJ1080  MODELED GRAV-     979,048.7   (mgal)                       NAVD 88
 AJ1080
 AJ1080  VERT ORDER  -  FIRST     CLASS II
 AJ1080
 AJ1080.The horizontal coordinates were scaled from a topographic map and have
 AJ1080.an estimated accuracy of +/- 6 seconds.
 AJ1080
 AJ1080.The orthometric height was determined by differential leveling
 AJ1080.and adjusted by the National Geodetic Survey in June 1991..
 AJ1080
 AJ1080.The geoid height was determined by GEOID03.
 AJ1080
 AJ1080.The dynamic height is computed by dividing the NAVD 88
 AJ1080.geopotential number by the normal gravity value computed on the
 AJ1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1080.degrees latitude (g = 980.6199 gals.).
 AJ1080
 AJ1080.The modeled gravity was interpolated from observed gravity values.
 AJ1080
 AJ1080;                    North         East    Units  Estimated Accuracy
 AJ1080;SPC TX S     - 5,180,340.      208,110.      MT  (+/- 180 meters Scaled)
 AJ1080
 AJ1080                          SUPERSEDED SURVEY CONTROL
 AJ1080
 AJ1080.No superseded survey control is available for this station.
 AJ1080
 AJ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR576187(NAD 83)
 AJ1080_MARKER: DB = BENCH MARK DISK
 AJ1080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ1080_SP_SET: HEADWALL
 AJ1080_STAMPING: F 1405 1981
 AJ1080_MARK LOGO: NGS   
 AJ1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1080
 AJ1080  HISTORY     - Date     Condition        Report By
 AJ1080  HISTORY     - 1981     MONUMENTED       NGS
 AJ1080
 AJ1080                          STATION DESCRIPTION
 AJ1080
 AJ1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1080'25.3 KM (15.7 MI) SOUTH FROM LAREDO.
 AJ1080'25.3 KM (15.7 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF THE
 AJ1080'TEXAS MEXICAN RAILROAD OVERPASS (NEAR GUADELUPE STREET), SET IN THE
 AJ1080'TOP OF THE SOUTHWEST HEADWALL OF A LARGE BOX CULVERT UNDER THE
 AJ1080'HIGHWAY, 12.5 METERS (40.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AJ1080'HIGHWAY, AND 0.31 METERS (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF
 AJ1080'THE HEADWALL.
 AJ1080'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1118 ***********************************************************************
 AJ1118  DESIGNATION -  F 1405 X
 AJ1118  PID         -  AJ1118
 AJ1118  STATE/COUNTY-  TX/WEBB
 AJ1118  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ1118
 AJ1118                         *CURRENT SURVEY CONTROL
 AJ1118  ___________________________________________________________________
 AJ1118* NAD 83(1986)-  27 54 28.     (N)    099 29 13.     (W)     SCALED    
 AJ1118* NAVD 88     -       222.254  (meters)     729.18   (feet)  ADJUSTED  
 AJ1118  ___________________________________________________________________
 AJ1118  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AJ1118  DYNAMIC HT  -         221.908 (meters)     728.04  (feet)  COMP
 AJ1118  MODELED GRAV-     979,084.1   (mgal)                       NAVD 88
 AJ1118
 AJ1118  VERT ORDER  -  FIRST     CLASS II
 AJ1118
 AJ1118.The horizontal coordinates were scaled from a topographic map and have
 AJ1118.an estimated accuracy of +/- 6 seconds.
 AJ1118
 AJ1118.The orthometric height was determined by differential leveling
 AJ1118.and adjusted by the National Geodetic Survey in June 1991..
 AJ1118
 AJ1118.The geoid height was determined by GEOID03.
 AJ1118
 AJ1118.The dynamic height is computed by dividing the NAVD 88
 AJ1118.geopotential number by the normal gravity value computed on the
 AJ1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1118.degrees latitude (g = 980.6199 gals.).
 AJ1118
 AJ1118.The modeled gravity was interpolated from observed gravity values.
 AJ1118
 AJ1118;                    North         East    Units  Estimated Accuracy
 AJ1118;SPC TX S     - 5,248,690.      202,840.      MT  (+/- 180 meters Scaled)
 AJ1118
 AJ1118                          SUPERSEDED SURVEY CONTROL
 AJ1118
 AJ1118.No superseded survey control is available for this station.
 AJ1118
 AJ1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR520870(NAD 83)
 AJ1118_MARKER: DB = BENCH MARK DISK
 AJ1118_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ1118_SP_SET: HEADWALL
 AJ1118_STAMPING: F 1405 X 1982
 AJ1118_MARK LOGO: NGS   
 AJ1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1118+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AJ1118
 AJ1118  HISTORY     - Date     Condition        Report By
 AJ1118  HISTORY     - 1982     MONUMENTED       NGS
 AJ1118  HISTORY     - 20020326 GOOD             USPSQD
 AJ1118
 AJ1118                          STATION DESCRIPTION
 AJ1118
 AJ1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1118'18.2 KM (11.3 MI) NW FROM WEBB.
 AJ1118'18.2 KM (11.3 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1118'INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB SET IN TOP OF THE SOUTHEAST
 AJ1118'END OF THE NORTHEAST CONCRETE HEADWALL OF A (26.O FT), 6 CHANNEL BOX
 AJ1118'CULVERT UNDER THE HIGHWAY, 8.2 METERS (26.8 FT) EAST OF CENTER, AND
 AJ1118'0.85 METERS (2.8 FT) EAST OF A METAL GUARD RAIL.  NOTE, HEADWALL SET
 AJ1118'IN SANDSTONE ROCK.
 AJ1118'THE MARK IS 0.15 M BELOW HIGHWAY.
 AJ1118
 AJ1118                          STATION RECOVERY (2002)
 AJ1118
 AJ1118'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1186 ***********************************************************************
 AB1186  DESIGNATION -  F 1406
 AB1186  PID         -  AB1186
 AB1186  STATE/COUNTY-  TX/CAMERON
 AB1186  USGS QUAD   -  HARLINGEN (1983)
 AB1186
 AB1186                         *CURRENT SURVEY CONTROL
 AB1186  ___________________________________________________________________
 AB1186* NAD 83(1986)-  26 08 16.     (N)    097 37 33.     (W)     SCALED    
 AB1186* NAVD 88     -        11.297  (meters)      37.06   (feet)  ADJUSTED  
 AB1186  ___________________________________________________________________
 AB1186  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 AB1186  DYNAMIC HT  -          11.279 (meters)      37.00  (feet)  COMP
 AB1186  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 AB1186
 AB1186  VERT ORDER  -  FIRST     CLASS II
 AB1186
 AB1186.The horizontal coordinates were scaled from a topographic map and have
 AB1186.an estimated accuracy of +/- 6 seconds.
 AB1186
 AB1186.The orthometric height was determined by differential leveling
 AB1186.and adjusted by the National Geodetic Survey in June 1991..
 AB1186
 AB1186.The geoid height was determined by GEOID03.
 AB1186
 AB1186.The dynamic height is computed by dividing the NAVD 88
 AB1186.geopotential number by the normal gravity value computed on the
 AB1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1186.degrees latitude (g = 980.6199 gals.).
 AB1186
 AB1186.The modeled gravity was interpolated from observed gravity values.
 AB1186
 AB1186;                    North         East    Units  Estimated Accuracy
 AB1186;SPC TX S     - 5,052,500.      387,420.      MT  (+/- 180 meters Scaled)
 AB1186
 AB1186                          SUPERSEDED SURVEY CONTROL
 AB1186
 AB1186.No superseded survey control is available for this station.
 AB1186
 AB1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP373916(NAD 83)
 AB1186_MARKER: I = METAL ROD
 AB1186_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1186_SP_SET: STAINLESS STEEL ROD
 AB1186_STAMPING: F 1406 1981
 AB1186_MARK LOGO: NGS   
 AB1186_PROJECTION: FLUSH
 AB1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1186_ROD/PIPE-DEPTH: 9.7  meters
 AB1186
 AB1186  HISTORY     - Date     Condition        Report By
 AB1186  HISTORY     - 1981     MONUMENTED       NGS
 AB1186  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 AB1186  HISTORY     - 19950213 MARK NOT FOUND   USPSQD
 AB1186
 AB1186                          STATION DESCRIPTION
 AB1186
 AB1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1186'IN SAN BENITO.
 AB1186'AT THE JUNCTION OF SAM HOUSTON BOULEVARD AND BUSINESS U.S. HIGHWAY 77
 AB1186'IN SAN BENITO, 16.4 METERS (54.0 FT) SOUTHWEST OF THE CENTER OF THE
 AB1186'SMALL CONCRETE MEDIAN OF THE HIGHWAY, 36.8 METERS (121.0 FT) SOUTHEAST
 AB1186'OF THE CENTER OF THE NORTHEASTBOUND LANE OF SAM HOUSTON BOULEVARD,
 AB1186'2.7 METERS (9.0 FT) SOUTHEAST OF THE NORTHWEST END OF A BRICK WALL,
 AB1186'5.3 METERS (17.0 ) SOUTHEAST OF THE CENTER OF A CONCRETE DRIVEWAY,
 AB1186'17.3 METERS (57.0 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE BRICK
 AB1186'WALL, AND 0.3 METER (1.0 FT) NORTHEAST OF THE BRICK WALL.
 AB1186'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 AB1186'THE MARK IS 0.3 M ABOVE HIGHWAY.
 AB1186
 AB1186                          STATION RECOVERY (1991)
 AB1186
 AB1186'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1186'MARK NOT FOUND.
 AB1186
 AB1186                          STATION RECOVERY (1995)
 AB1186
 AB1186'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1088 ***********************************************************************
 AH1088  DESIGNATION -  F 1407
 AH1088  PID         -  AH1088
 AH1088  STATE/COUNTY-  TX/KENEDY
 AH1088  USGS QUAD   -  TURCOTTE (1979)
 AH1088
 AH1088                         *CURRENT SURVEY CONTROL
 AH1088  ___________________________________________________________________
 AH1088* NAD 83(1986)-  27 00 03.     (N)    097 47 45.     (W)     SCALED    
 AH1088* NAVD 88     -         9.968  (meters)      32.70   (feet)  ADJUSTED  
 AH1088  ___________________________________________________________________
 AH1088  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AH1088  DYNAMIC HT  -           9.952 (meters)      32.65  (feet)  COMP
 AH1088  MODELED GRAV-     979,079.9   (mgal)                       NAVD 88
 AH1088
 AH1088  VERT ORDER  -  FIRST     CLASS II
 AH1088
 AH1088.The horizontal coordinates were scaled from a topographic map and have
 AH1088.an estimated accuracy of +/- 6 seconds.
 AH1088
 AH1088.The orthometric height was determined by differential leveling
 AH1088.and adjusted by the National Geodetic Survey in June 1991..
 AH1088
 AH1088.The geoid height was determined by GEOID03.
 AH1088
 AH1088.The dynamic height is computed by dividing the NAVD 88
 AH1088.geopotential number by the normal gravity value computed on the
 AH1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1088.degrees latitude (g = 980.6199 gals.).
 AH1088
 AH1088.The modeled gravity was interpolated from observed gravity values.
 AH1088
 AH1088;                    North         East    Units  Estimated Accuracy
 AH1088;SPC TX S     - 5,148,010.      369,880.      MT  (+/- 180 meters Scaled)
 AH1088
 AH1088                          SUPERSEDED SURVEY CONTROL
 AH1088
 AH1088.No superseded survey control is available for this station.
 AH1088
 AH1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ194870(NAD 83)
 AH1088_MARKER: I = METAL ROD
 AH1088_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH1088_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AH1088_STAMPING: F 1407 1981
 AH1088_MARK LOGO: NGS   
 AH1088_PROJECTION: RECESSED 4 CENTIMETERS
 AH1088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1088+STABILITY: POSITION/ELEVATION WELL
 AH1088_ROD/PIPE-DEPTH: 13.4 meters
 AH1088_SLEEVE-DEPTH  : 9.1 meters
 AH1088
 AH1088  HISTORY     - Date     Condition        Report By
 AH1088  HISTORY     - 1981     MONUMENTED       NGS
 AH1088
 AH1088                          STATION DESCRIPTION
 AH1088
 AH1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1088'26.8 KM (16.7 MI) SOUTH FROM SARITA.
 AH1088'26.8 KM (16.65 MI) SOUTHBOUND ALONG U.S. HIGHWAY 77 FROM A PAVED ROAD
 AH1088'LEADING WEST TO THE SARITA POST OFFICE IN SARITA, AT THE TURCOTTE
 AH1088'ENTRANCE AND GUARD SHACK ON THE WEST SIDE OF THE HIGHWAY LEADING TO
 AH1088'THE KENEDY RANCH AND SET ABOUT HALFWAY BETWEEN TWO POWER POLES CLOSE
 AH1088'TOGETHER, 64.3 METERS (211.0 FT) WEST OF THE CENTERLINE OF THE
 AH1088'SOUTHBOUND LANE OF HIGHWAY 77, 24.3 METERS (80.0 FT) WEST OF THE WEST
 AH1088'RAIL OF THE MISSOURI PACIFIC RAILROAD, 34.1 METERS (112.0 FT) EAST OF
 AH1088'THE CENTER OF THE GUARD GATE, 10.0 METERS (33.0 FT) SOUTH OF A FENCE
 AH1088'ON THE NORTH SIDE OF THE DRIVEWAY LEADING TO GUARD SHACK, 13.2 METERS
 AH1088'(43.5 FT) NORTHWEST OF A FENCE CORNER ON THE EAST SIDE OF THE
 AH1088'DRIVEWAY, 1.8 METERS (6.0 FT) SOUTHWEST OF A POWERPOLE WITH AN
 AH1088'ELECTRIC METER, AND 1.5 METERS (5.0 FT) NORTH OF A POWER POLE WITH A
 AH1088'TRANSFORMER.
 AH1088'THE MARK IS 1.7 METERS  SW FROM A WITNESS POST.
 AH1088'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1287 ***********************************************************************
 AB1287  DESIGNATION -  F 1408
 AB1287  PID         -  AB1287
 AB1287  STATE/COUNTY-  TX/WILLACY
 AB1287  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1287
 AB1287                         *CURRENT SURVEY CONTROL
 AB1287  ___________________________________________________________________
 AB1287* NAD 83(1986)-  26 24 48.     (N)    097 47 23.     (W)     SCALED    
 AB1287* NAVD 88     -        10.444  (meters)      34.27   (feet)  ADJUSTED  
 AB1287  ___________________________________________________________________
 AB1287  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB1287  DYNAMIC HT  -          10.427 (meters)      34.21  (feet)  COMP
 AB1287  MODELED GRAV-     979,043.1   (mgal)                       NAVD 88
 AB1287
 AB1287  VERT ORDER  -  FIRST     CLASS II
 AB1287
 AB1287.The horizontal coordinates were scaled from a topographic map and have
 AB1287.an estimated accuracy of +/- 6 seconds.
 AB1287
 AB1287.The orthometric height was determined by differential leveling
 AB1287.and adjusted by the National Geodetic Survey in June 1991..
 AB1287
 AB1287.The geoid height was determined by GEOID03.
 AB1287
 AB1287.The dynamic height is computed by dividing the NAVD 88
 AB1287.geopotential number by the normal gravity value computed on the
 AB1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1287.degrees latitude (g = 980.6199 gals.).
 AB1287
 AB1287.The modeled gravity was interpolated from observed gravity values.
 AB1287
 AB1287;                    North         East    Units  Estimated Accuracy
 AB1287;SPC TX S     - 5,082,930.      370,860.      MT  (+/- 180 meters Scaled)
 AB1287
 AB1287                          SUPERSEDED SURVEY CONTROL
 AB1287
 AB1287.No superseded survey control is available for this station.
 AB1287
 AB1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ207220(NAD 83)
 AB1287_MARKER: I = METAL ROD
 AB1287_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1287_SP_SET: STAINLESS STEEL ROD
 AB1287_STAMPING: F 1408 1981
 AB1287_MARK LOGO: NGS   
 AB1287_PROJECTION: RECESSED 3 CENTIMETERS
 AB1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1287_ROD/PIPE-DEPTH: 10.3 meters
 AB1287
 AB1287  HISTORY     - Date     Condition        Report By
 AB1287  HISTORY     - 1981     MONUMENTED       NGS
 AB1287
 AB1287                          STATION DESCRIPTION
 AB1287
 AB1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1287'0.8 KM (0.5 MI) NORTH FROM LYFORD.
 AB1287'0.2 KM (0.1 MI) EAST ALONG WEST BROADWAY STREET FROM THE LYFORD POST
 AB1287'OFFICE, THENCE 0.6 KM (0.4 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 AT
 AB1287'THE FEDERAL PETROLEUM COMPANY ON THE EAST SIDE OF THE HIGHWAY,
 AB1287'15.2 METERS (50.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 AB1287'4.2 METERS (14.0 FT) NORTH OF THE CENTER OF A DOUBLE CHAIN LINK GATE,
 AB1287'21.3 METERS (70.0 FT) SOUTH OF THE NORTHWEST CORNER OF THE CHAIN LINK
 AB1287'FENCE, 11.2 METERS (37.0 FT) NORTH OF THE NORTHWEST CORNER OF THE
 AB1287'FEDERAL PETROLEUM CO. BUILDING, 15.8 METERS (52.0 FT) NORTHWEST OF A
 AB1287'LARGE POLE WITH A TWO WAY RADIO ANTENNA ATTACHED TO THE TOP AND
 AB1287'0.15 METERS (0.5 FT) WEST OF THE FENCE.
 AB1287'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 AB1287'THE MARK IS ABOVE LEVEL WITH HIGHWAY 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1271 ***********************************************************************
 AE1271  DESIGNATION -  F 1409
 AE1271  PID         -  AE1271
 AE1271  STATE/COUNTY-  TX/STARR
 AE1271  USGS QUAD   -  LA GRULLA (1965)
 AE1271
 AE1271                         *CURRENT SURVEY CONTROL
 AE1271  ___________________________________________________________________
 AE1271* NAD 83(1986)-  26 19 39.     (N)    098 41 23.     (W)     SCALED    
 AE1271* NAVD 88     -        55.153  (meters)     180.95   (feet)  ADJUSTED  
 AE1271  ___________________________________________________________________
 AE1271  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AE1271  DYNAMIC HT  -          55.062 (meters)     180.65  (feet)  COMP
 AE1271  MODELED GRAV-     978,990.8   (mgal)                       NAVD 88
 AE1271
 AE1271  VERT ORDER  -  FIRST     CLASS II
 AE1271
 AE1271.The horizontal coordinates were scaled from a topographic map and have
 AE1271.an estimated accuracy of +/- 6 seconds.
 AE1271
 AE1271.The orthometric height was determined by differential leveling
 AE1271.and adjusted by the National Geodetic Survey in June 1991..
 AE1271
 AE1271.The geoid height was determined by GEOID03.
 AE1271
 AE1271.The dynamic height is computed by dividing the NAVD 88
 AE1271.geopotential number by the normal gravity value computed on the
 AE1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1271.degrees latitude (g = 980.6199 gals.).
 AE1271
 AE1271.The modeled gravity was interpolated from observed gravity values.
 AE1271
 AE1271;                    North         East    Units  Estimated Accuracy
 AE1271;SPC TX S     - 5,073,230.      281,060.      MT  (+/- 180 meters Scaled)
 AE1271
 AE1271                          SUPERSEDED SURVEY CONTROL
 AE1271
 AE1271.No superseded survey control is available for this station.
 AE1271
 AE1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ309119(NAD 83)
 AE1271_MARKER: I = METAL ROD
 AE1271_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1271_SP_SET: STAINLESS STEEL ROD
 AE1271_STAMPING: F 1409 1981
 AE1271_MARK LOGO: NGS   
 AE1271_PROJECTION: FLUSH
 AE1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1271_ROD/PIPE-DEPTH: 6.1  meters
 AE1271
 AE1271  HISTORY     - Date     Condition        Report By
 AE1271  HISTORY     - 1981     MONUMENTED       NGS
 AE1271
 AE1271                          STATION DESCRIPTION
 AE1271
 AE1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1271'18.1 KM (11.25 MI) EAST FROM RIO GRANDE CITY.
 AE1271'18.1 KM (11.25 MI) EAST ALONG U.S. HIGHWAY 83 EASTBOUND FROM THE
 AE1271'JUNCTION OF FARM ROAD AT RIO GRANDE CITY, ALSO 11.0 KM (6.85 MI) WEST
 AE1271'ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM ROAD 2360 SOUTH AT
 AE1271'ALTO BONITO, 0.5 KM (0.3 MI) EAST OF THE JUNCTION OF FARM ROAD 1430
 AE1271'LEADING SOUTH TO GARCIAVILLE, AT THE JUNCTION OF A DIRT ROAD LEADING
 AE1271'NORTH TO A HOUSING SUB-DIVISION, 33.2 METERS (109.0 FT) NORTH OF THE
 AE1271'CENTERLINE OF THE HIGHWAY, 5.1 METERS (16.7 FT) WEST OF THE DIRT ROAD,
 AE1271'2.3 METERS (7.4 FT) NORTH OF THE SOUTHEAST CORNER OF A CHAIN LINK
 AE1271'FENCE SURROUNDING A YELLOW BRICK HOUSE, 0.79 METERS (2.6 FT) SOUTH OF
 AE1271'A POWER LINE POLE WITH THREE GUY WIRES, 2.5 METERS (8.2 FT) NORTH OF
 AE1271'THE NORTHMOST GUY WIRE ANCHOR, AND 0.31 METERS (1.0 FT) EAST OF A
 AE1271'CHAIN LINK FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 AE1271'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 AE1271'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0619 ***********************************************************************
 CC0619  DESIGNATION -  F 1410
 CC0619  PID         -  CC0619
 CC0619  STATE/COUNTY-  TX/WARD
 CC0619  USGS QUAD   -  GRANDFALLS (1981)
 CC0619
 CC0619                         *CURRENT SURVEY CONTROL
 CC0619  ___________________________________________________________________
 CC0619* NAD 83(1986)-  31 22 21.     (N)    102 52 02.     (W)     SCALED    
 CC0619* NAVD 88     -       753.241  (meters)    2471.26   (feet)  ADJUSTED  
 CC0619  ___________________________________________________________________
 CC0619  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CC0619  DYNAMIC HT  -         752.183 (meters)    2467.79  (feet)  COMP
 CC0619  MODELED GRAV-     979,210.6   (mgal)                       NAVD 88
 CC0619
 CC0619  VERT ORDER  -  FIRST     CLASS II
 CC0619
 CC0619.The horizontal coordinates were scaled from a topographic map and have
 CC0619.an estimated accuracy of +/- 6 seconds.
 CC0619
 CC0619.The orthometric height was determined by differential leveling
 CC0619.and adjusted by the National Geodetic Survey in June 1991..
 CC0619
 CC0619.The geoid height was determined by GEOID03.
 CC0619
 CC0619.The dynamic height is computed by dividing the NAVD 88
 CC0619.geopotential number by the normal gravity value computed on the
 CC0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0619.degrees latitude (g = 980.6199 gals.).
 CC0619
 CC0619.The modeled gravity was interpolated from observed gravity values.
 CC0619
 CC0619;                    North         East    Units  Estimated Accuracy
 CC0619;SPC TX C     - 3,191,850.      458,990.      MT  (+/- 180 meters Scaled)
 CC0619
 CC0619                          SUPERSEDED SURVEY CONTROL
 CC0619
 CC0619.No superseded survey control is available for this station.
 CC0619
 CC0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ028728(NAD 83)
 CC0619_MARKER: I = METAL ROD
 CC0619_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0619+WITH SETTING: INFORMATION.
 CC0619_SP_SET: SHALLOW SET METAL ROD
 CC0619_STAMPING: F 1410 1981
 CC0619_MARK LOGO: NGS   
 CC0619_PROJECTION: FLUSH
 CC0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0619_ROD/PIPE-DEPTH: 0.9  meters
 CC0619
 CC0619  HISTORY     - Date     Condition        Report By
 CC0619  HISTORY     - 1981     MONUMENTED       NGS
 CC0619
 CC0619                          STATION DESCRIPTION
 CC0619
 CC0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0619'4.0 KM (2.5 MI) NORTH FROM GRANDFALLS.
 CC0619'4.0 KM (2.5 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0619'WITH STATE HIGHWAY 329 IN GRANDFALLS, AT THE JUNCTION OF FARM ROAD
 CC0619'1219 IN ROYALTY, AT A POWERLINE CROSSING, 23.3 METERS (76.4 FT) EAST
 CC0619'OF THE CENTERLINE OF THE HIGHWAY, 11.4 METERS (37.4 FT) NORTH OF THE
 CC0619'CENTER OF A PAVED STREET LEADING EAST AND 0.6 METER (2.0 FT) NORTH
 CC0619'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CC0619'5-INCH LOGO CAP.
 CC0619'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CC0619'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0593 ***********************************************************************
 BP0593  DESIGNATION -  F 1411
 BP0593  PID         -  BP0593
 BP0593  STATE/COUNTY-  TX/PECOS
 BP0593  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0593
 BP0593                         *CURRENT SURVEY CONTROL
 BP0593  ___________________________________________________________________
 BP0593* NAD 83(1986)-  30 52 36.     (N)    102 52 02.     (W)     SCALED    
 BP0593* NAVD 88     -       906.261  (meters)    2973.29   (feet)  ADJUSTED  
 BP0593  ___________________________________________________________________
 BP0593  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0593  DYNAMIC HT  -         904.880 (meters)    2968.76  (feet)  COMP
 BP0593  MODELED GRAV-     979,086.3   (mgal)                       NAVD 88
 BP0593
 BP0593  VERT ORDER  -  FIRST     CLASS II
 BP0593
 BP0593.The horizontal coordinates were scaled from a topographic map and have
 BP0593.an estimated accuracy of +/- 6 seconds.
 BP0593
 BP0593.The orthometric height was determined by differential leveling
 BP0593.and adjusted by the National Geodetic Survey in June 1991..
 BP0593
 BP0593.The geoid height was determined by GEOID03.
 BP0593
 BP0593.The dynamic height is computed by dividing the NAVD 88
 BP0593.geopotential number by the normal gravity value computed on the
 BP0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0593.degrees latitude (g = 980.6199 gals.).
 BP0593
 BP0593.The modeled gravity was interpolated from observed gravity values.
 BP0593
 BP0593;                    North         East    Units  Estimated Accuracy
 BP0593;SPC TX C     - 3,136,890.      457,740.      MT  (+/- 180 meters Scaled)
 BP0593
 BP0593                          SUPERSEDED SURVEY CONTROL
 BP0593
 BP0593.No superseded survey control is available for this station.
 BP0593
 BP0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ038178(NAD 83)
 BP0593_MARKER: I = METAL ROD
 BP0593_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0593+WITH SETTING: INFORMATION.
 BP0593_SP_SET: SHALLOW SET METAL ROD
 BP0593_STAMPING: F 1411 1981
 BP0593_MARK LOGO: NGS   
 BP0593_PROJECTION: FLUSH
 BP0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0593_ROD/PIPE-DEPTH: 0.9  meters
 BP0593
 BP0593  HISTORY     - Date     Condition        Report By
 BP0593  HISTORY     - 1981     MONUMENTED       NGS
 BP0593
 BP0593                          STATION DESCRIPTION
 BP0593
 BP0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0593'1.9 KM (1.2 MI) SE FROM FORT STOCKTON.
 BP0593'1.9 KM (1.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0593'WITH U.S. HIGHWAYS 67, 290, AND 385 IN FORT STOCKTON, 92.7 METERS
 BP0593'(304.1 FT) SOUTH-SOUTHEAST OF THE CENTER OF A PAVED ROAD LEADING EAST,
 BP0593'18.0 METERS (59.1 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BP0593'2.4 METERS (7.9 FT) NORTHWEST OF A UTILITY POLE AND 1.4 METERS (4.6
 BP0593'FT) SOUTH-SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 BP0593'POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0593'THE MARK IS 0.4 METERS  ENE FROM  A FENCE AND WITNESS POST
 BP0593'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0658 ***********************************************************************
 BP0658  DESIGNATION -  F 1412
 BP0658  PID         -  BP0658
 BP0658  STATE/COUNTY-  TX/TERRELL
 BP0658  USGS QUAD   -  SANDERSON SE (1969)
 BP0658
 BP0658                         *CURRENT SURVEY CONTROL
 BP0658  ___________________________________________________________________
 BP0658* NAD 83(1986)-  30 03 44.     (N)    102 16 57.     (W)     SCALED    
 BP0658* NAVD 88     -       743.170  (meters)    2438.22   (feet)  ADJUSTED  
 BP0658  ___________________________________________________________________
 BP0658  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 BP0658  DYNAMIC HT  -         742.044 (meters)    2434.52  (feet)  COMP
 BP0658  MODELED GRAV-     979,102.3   (mgal)                       NAVD 88
 BP0658
 BP0658  VERT ORDER  -  FIRST     CLASS II
 BP0658
 BP0658.The horizontal coordinates were scaled from a topographic map and have
 BP0658.an estimated accuracy of +/- 6 seconds.
 BP0658
 BP0658.The orthometric height was determined by differential leveling
 BP0658.and adjusted by the National Geodetic Survey in June 1991..
 BP0658
 BP0658.The geoid height was determined by GEOID03.
 BP0658
 BP0658.The dynamic height is computed by dividing the NAVD 88
 BP0658.geopotential number by the normal gravity value computed on the
 BP0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0658.degrees latitude (g = 980.6199 gals.).
 BP0658
 BP0658.The modeled gravity was interpolated from observed gravity values.
 BP0658
 BP0658;                    North         East    Units  Estimated Accuracy
 BP0658;SPC TXSC     - 4,251,470.      283,540.      MT  (+/- 180 meters Scaled)
 BP0658
 BP0658                          SUPERSEDED SURVEY CONTROL
 BP0658
 BP0658.No superseded survey control is available for this station.
 BP0658
 BP0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP619287(NAD 83)
 BP0658_MARKER: DB = BENCH MARK DISK
 BP0658_SETTING: 66 = SET IN ROCK OUTCROP
 BP0658_SP_SET: ROCK OUTCROP
 BP0658_STAMPING: F 1412 1981
 BP0658_MARK LOGO: NGS   
 BP0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0658+STABILITY: POSITION/ELEVATION WELL
 BP0658
 BP0658  HISTORY     - Date     Condition        Report By
 BP0658  HISTORY     - 1981     MONUMENTED       NGS
 BP0658
 BP0658                          STATION DESCRIPTION
 BP0658
 BP0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0658'16.8 KM (10.4 MI) SE FROM SANDERSON.
 BP0658'0.1 KM (0.05 MI) NORTH ALONG PERSIMMON AVENUE FROM THE SOUTHERN
 BP0658'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 16.7 KM (10.35 MI)
 BP0658'SOUTHEAST ALONG U.S. HIGHWAY 90, OR 16.6 KM (10.3 MI) WESTERLY ALONG
 BP0658'U.S. HIGHWAY 90 FROM THE POST OFFICE IN DRYDEN, 13.4 METERS (44.0 FT)
 BP0658'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 11.7
 BP0658'METERS (38.4 FT) EAST-SOUTHEAST OF UTILITY POLE NUMBER 29 AND 6.6
 BP0658'METERS (21.7 FT) SOUTH OF A FENCE.
 BP0658'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BP0658'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2258 ***********************************************************************
 BK2258  DESIGNATION -  F 1413
 BK2258  PID         -  BK2258
 BK2258  STATE/COUNTY-  TX/ORANGE
 BK2258  USGS QUAD   -  ORANGE (1996)
 BK2258
 BK2258                         *CURRENT SURVEY CONTROL
 BK2258  ___________________________________________________________________
 BK2258* NAD 83(1986)-  30 07 10.     (N)    093 43 14.     (W)     SCALED    
 BK2258* NAVD 88     -         3.231  (meters)      10.60   (feet)  ADJUSTED  
 BK2258  ___________________________________________________________________
 BK2258  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK2258  DYNAMIC HT  -           3.227 (meters)      10.59  (feet)  COMP
 BK2258  MODELED GRAV-     979,310.8   (mgal)                       NAVD 88
 BK2258
 BK2258  VERT ORDER  -  FIRST     CLASS II
 BK2258
 BK2258.The horizontal coordinates were scaled from a topographic map and have
 BK2258.an estimated accuracy of +/- 6 seconds.
 BK2258
 BK2258.The orthometric height was determined by differential leveling
 BK2258.and adjusted by the National Geodetic Survey in June 1991..
 BK2258
 BK2258.The geoid height was determined by GEOID03.
 BK2258
 BK2258.The dynamic height is computed by dividing the NAVD 88
 BK2258.geopotential number by the normal gravity value computed on the
 BK2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2258.degrees latitude (g = 980.6199 gals.).
 BK2258
 BK2258.The modeled gravity was interpolated from observed gravity values.
 BK2258
 BK2258;                    North         East    Units  Estimated Accuracy
 BK2258;SPC TX C     - 3,069,130.    1,336,900.      MT  (+/- 180 meters Scaled)
 BK2258
 BK2258                          SUPERSEDED SURVEY CONTROL
 BK2258
 BK2258  NGVD 29 (??/??/??)    3.177  (m)           10.42   (f) ADJUSTED    1 2
 BK2258
 BK2258.Superseded values are not recommended for survey control.
 BK2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2258.See file dsdata.txt to determine how the superseded data were derived.
 BK2258
 BK2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP305322(NAD 83)
 BK2258_MARKER: I = METAL ROD
 BK2258_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2258_STAMPING: F 1413 1981
 BK2258_MARK LOGO: NGS   
 BK2258_PROJECTION: FLUSH
 BK2258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2258+STABILITY: POSITION/ELEVATION WELL
 BK2258_ROD/PIPE-DEPTH: 19.5 meters
 BK2258
 BK2258  HISTORY     - Date     Condition        Report By
 BK2258  HISTORY     - 1981     MONUMENTED       NGS
 BK2258  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK2258  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK2258
 BK2258                          STATION DESCRIPTION
 BK2258
 BK2258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2258'5.90 KM (3.70 MI) NE FROM ORANGE.
 BK2258'2.95 KILOMETERS (1.85 MILES) NORTH ALONG 16TH STREET FROM THE JUNCTION
 BK2258'OF GREEN STREET IN ORANGE, THENCE 2.95 KILOMETERS (1.85 MILES) EAST
 BK2258'ALONG INTERSTATE HIGHWAY 10 (INCLUDING RAMP MILEAGE) TO THE MARK ON
 BK2258'THE RIGHT, 7.63 METERS (25.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 BK2258'EASTBOUND LANE OF THE INTERSTATE, 1.28 METERS (4.2 FEET) EAST OF THE
 BK2258'SOUTHWEST END OF A METAL GUARDRAIL.
 BK2258'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2258
 BK2258                          STATION RECOVERY (2001)
 BK2258
 BK2258'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK2258'MARK NOT FOUND.
 BK2258
 BK2258                          STATION RECOVERY (2004)
 BK2258
 BK2258'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK2258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0615 ***********************************************************************
 BP0615  DESIGNATION -  F 1414
 BP0615  PID         -  BP0615
 BP0615  STATE/COUNTY-  TX/PECOS
 BP0615  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0615
 BP0615                         *CURRENT SURVEY CONTROL
 BP0615  ___________________________________________________________________
 BP0615* NAD 83(1986)-  30 36 18.     (N)    102 37 08.     (W)     SCALED    
 BP0615* NAVD 88     -       996.893  (meters)    3270.64   (feet)  ADJUSTED  
 BP0615  ___________________________________________________________________
 BP0615  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 BP0615  DYNAMIC HT  -         995.345 (meters)    3265.56  (feet)  COMP
 BP0615  MODELED GRAV-     979,054.2   (mgal)                       NAVD 88
 BP0615
 BP0615  VERT ORDER  -  FIRST     CLASS II
 BP0615
 BP0615.The horizontal coordinates were scaled from a topographic map and have
 BP0615.an estimated accuracy of +/- 6 seconds.
 BP0615
 BP0615.The orthometric height was determined by differential leveling
 BP0615.and adjusted by the National Geodetic Survey in June 1991..
 BP0615
 BP0615.The geoid height was determined by GEOID03.
 BP0615
 BP0615.The dynamic height is computed by dividing the NAVD 88
 BP0615.geopotential number by the normal gravity value computed on the
 BP0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0615.degrees latitude (g = 980.6199 gals.).
 BP0615
 BP0615.The modeled gravity was interpolated from observed gravity values.
 BP0615
 BP0615;                    North         East    Units  Estimated Accuracy
 BP0615;SPC TX C     - 3,106,270.      480,860.      MT  (+/- 180 meters Scaled)
 BP0615
 BP0615                          SUPERSEDED SURVEY CONTROL
 BP0615
 BP0615.No superseded survey control is available for this station.
 BP0615
 BP0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP282882(NAD 83)
 BP0615_MARKER: I = METAL ROD
 BP0615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0615_SP_SET: STAINLESS STEEL ROD
 BP0615_STAMPING: F 1414 1981
 BP0615_MARK LOGO: NGS   
 BP0615_PROJECTION: FLUSH
 BP0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0615_ROD/PIPE-DEPTH: 5.5  meters
 BP0615
 BP0615  HISTORY     - Date     Condition        Report By
 BP0615  HISTORY     - 1981     MONUMENTED       NGS
 BP0615
 BP0615                          STATION DESCRIPTION
 BP0615
 BP0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0615'40.8 KM (25.35 MI) SE FROM FORT STOCKTON.
 BP0615'40.8 KM (25.35 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0615'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 0.2 KM (0.1 MI)
 BP0615'SOUTHEAST OF A CONCRETE HIGHWAY BRIDGE WITH STEEL GUARD RAILS, 18.0
 BP0615'METERS (59.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 16.0
 BP0615'METERS (52.5 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 BP0615'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0615'THE MARK IS 0.5 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0615'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0437 ***********************************************************************
 AZ0437  DESIGNATION -  F 1415
 AZ0437  PID         -  AZ0437
 AZ0437  STATE/COUNTY-  TX/VAL VERDE
 AZ0437  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0437
 AZ0437                         *CURRENT SURVEY CONTROL
 AZ0437  ___________________________________________________________________
 AZ0437* NAD 83(1986)-  29 31 04.     (N)    101 03 46.     (W)     SCALED    
 AZ0437* NAVD 88     -       363.702  (meters)    1193.25   (feet)  ADJUSTED  
 AZ0437  ___________________________________________________________________
 AZ0437  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0437  DYNAMIC HT  -         363.172 (meters)    1191.51  (feet)  COMP
 AZ0437  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 AZ0437
 AZ0437  VERT ORDER  -  FIRST     CLASS II
 AZ0437
 AZ0437.The horizontal coordinates were scaled from a topographic map and have
 AZ0437.an estimated accuracy of +/- 6 seconds.
 AZ0437
 AZ0437.The orthometric height was determined by differential leveling
 AZ0437.and adjusted by the National Geodetic Survey in June 1991..
 AZ0437
 AZ0437.The geoid height was determined by GEOID03.
 AZ0437
 AZ0437.The dynamic height is computed by dividing the NAVD 88
 AZ0437.geopotential number by the normal gravity value computed on the
 AZ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0437.degrees latitude (g = 980.6199 gals.).
 AZ0437
 AZ0437.The modeled gravity was interpolated from observed gravity values.
 AZ0437
 AZ0437;                    North         East    Units  Estimated Accuracy
 AZ0437;SPC TXSC     - 4,188,450.      400,050.      MT  (+/- 180 meters Scaled)
 AZ0437
 AZ0437                          SUPERSEDED SURVEY CONTROL
 AZ0437
 AZ0437.No superseded survey control is available for this station.
 AZ0437
 AZ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT000671(NAD 83)
 AZ0437_MARKER: DB = BENCH MARK DISK
 AZ0437_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0437_SP_SET: ROCK OUTCROP
 AZ0437_STAMPING: F 1415 1981
 AZ0437_MARK LOGO: NGS   
 AZ0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0437+STABILITY: POSITION/ELEVATION WELL
 AZ0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0437+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0437
 AZ0437  HISTORY     - Date     Condition        Report By
 AZ0437  HISTORY     - 1981     MONUMENTED       NGS
 AZ0437  HISTORY     - 19990525 GOOD             USPSQD
 AZ0437  HISTORY     - 20030425 GOOD             USPSQD
 AZ0437
 AZ0437                          STATION DESCRIPTION
 AZ0437
 AZ0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0437'19.5 KM (12.1 MI) NW FROM DEL RIO.
 AZ0437'19.5 KM (12.1 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0437'WITH U.S. HIGHWAYS 277 AND 377 IN DEL RIO, IN A 4 BY 5 FT EXPOSED AREA
 AZ0437'OF OUTCROPPING BEDROCK, 79.2 METERS (259.8 FT) SOUTH-SOUTHWEST OF
 AZ0437'UTILITY POLE NUMBER 3170, 29.4 METERS (96.5 FT) SOUTHWEST OF A FENCE
 AZ0437'AND 16.7 METERS (54.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 AZ0437'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 AZ0437'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 AZ0437
 AZ0437                          STATION RECOVERY (1999)
 AZ0437
 AZ0437'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0437'RECOVERED IN GOOD CONDITION.
 AZ0437
 AZ0437                          STATION RECOVERY (2003)
 AZ0437
 AZ0437'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0413 ***********************************************************************
 AZ0413  DESIGNATION -  F 1416
 AZ0413  PID         -  AZ0413
 AZ0413  STATE/COUNTY-  TX/VAL VERDE
 AZ0413  USGS QUAD   -  SEMINOLE CANYON (1972)
 AZ0413
 AZ0413                         *CURRENT SURVEY CONTROL
 AZ0413  ___________________________________________________________________
 AZ0413* NAD 83(1986)-  29 42 27.     (N)    101 21 03.     (W)     SCALED    
 AZ0413* NAVD 88     -       398.616  (meters)    1307.79   (feet)  ADJUSTED  
 AZ0413  ___________________________________________________________________
 AZ0413  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0413  DYNAMIC HT  -         398.036 (meters)    1305.89  (feet)  COMP
 AZ0413  MODELED GRAV-     979,176.1   (mgal)                       NAVD 88
 AZ0413
 AZ0413  VERT ORDER  -  FIRST     CLASS II
 AZ0413
 AZ0413.The horizontal coordinates were scaled from a topographic map and have
 AZ0413.an estimated accuracy of +/- 6 seconds.
 AZ0413
 AZ0413.The orthometric height was determined by differential leveling
 AZ0413.and adjusted by the National Geodetic Survey in June 1991..
 AZ0413
 AZ0413.The geoid height was determined by GEOID03.
 AZ0413
 AZ0413.The dynamic height is computed by dividing the NAVD 88
 AZ0413.geopotential number by the normal gravity value computed on the
 AZ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0413.degrees latitude (g = 980.6199 gals.).
 AZ0413
 AZ0413.The modeled gravity was interpolated from observed gravity values.
 AZ0413
 AZ0413;                    North         East    Units  Estimated Accuracy
 AZ0413;SPC TXSC     - 4,209,990.      372,560.      MT  (+/- 180 meters Scaled)
 AZ0413
 AZ0413                          SUPERSEDED SURVEY CONTROL
 AZ0413
 AZ0413.No superseded survey control is available for this station.
 AZ0413
 AZ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT725886(NAD 83)
 AZ0413_MARKER: DB = BENCH MARK DISK
 AZ0413_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0413_SP_SET: ROCK OUTCROP
 AZ0413_STAMPING: F 1416 1981
 AZ0413_MARK LOGO: NGS   
 AZ0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0413+STABILITY: POSITION/ELEVATION WELL
 AZ0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0413+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0413
 AZ0413  HISTORY     - Date     Condition        Report By
 AZ0413  HISTORY     - 1981     MONUMENTED       NGS
 AZ0413  HISTORY     - 19990119 MARK NOT FOUND   USPSQD
 AZ0413  HISTORY     - 20020123 GOOD             USPSQD
 AZ0413  HISTORY     - 20030425 GOOD             USPSQD
 AZ0413
 AZ0413                          STATION DESCRIPTION
 AZ0413
 AZ0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0413'17.9 KM (11.1 MI) NW FROM COMSTOCK.
 AZ0413'17.9 KM (11.1 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0413'WITH STATE HIGHWAY 163 IN COMSTOCK, IN THE CENTER OF A 9 BY 9 FT
 AZ0413'EXPOSED AREA OF OUTCROPPING BEDROCK, 16.0 METERS (52.5 FT) SOUTHWEST
 AZ0413'OF THE CENTERLINE OF THE HIGHWAY, 10.4 METERS (34.1 FT) SOUTH OF THE
 AZ0413'SOUTHEAST CORNER OF A BRIDGE OVER THE PECOS RIVER AND 6.0 METERS
 AZ0413'(19.6 FT) SOUTHWEST OF A STEEL GUARD RAIL.
 AZ0413'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AZ0413'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AZ0413
 AZ0413                          STATION RECOVERY (1999)
 AZ0413
 AZ0413'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0413'MARK NOT FOUND.
 AZ0413
 AZ0413                          STATION RECOVERY (2002)
 AZ0413
 AZ0413'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AZ0413'WITNESS POST HAS BEEN SHEARED OFF AT ITS BASE.
 AZ0413
 AZ0413                          STATION RECOVERY (2003)
 AZ0413
 AZ0413'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0643 ***********************************************************************
 BP0643  DESIGNATION -  F 1417
 BP0643  PID         -  BP0643
 BP0643  STATE/COUNTY-  TX/TERRELL
 BP0643  USGS QUAD   -  SANDERSON (1969)
 BP0643
 BP0643                         *CURRENT SURVEY CONTROL
 BP0643  ___________________________________________________________________
 BP0643* NAD 83(1986)-  30 12 49.     (N)    102 25 08.     (W)     SCALED    
 BP0643* NAVD 88     -       935.750  (meters)    3070.04   (feet)  ADJUSTED  
 BP0643  ___________________________________________________________________
 BP0643  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BP0643  DYNAMIC HT  -         934.301 (meters)    3065.29  (feet)  COMP
 BP0643  MODELED GRAV-     979,061.8   (mgal)                       NAVD 88
 BP0643
 BP0643  VERT ORDER  -  FIRST     CLASS II
 BP0643
 BP0643.The horizontal coordinates were scaled from a topographic map and have
 BP0643.an estimated accuracy of +/- 6 seconds.
 BP0643
 BP0643.The orthometric height was determined by differential leveling
 BP0643.and adjusted by the National Geodetic Survey in June 1991..
 BP0643
 BP0643.The geoid height was determined by GEOID03.
 BP0643
 BP0643.The dynamic height is computed by dividing the NAVD 88
 BP0643.geopotential number by the normal gravity value computed on the
 BP0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0643.degrees latitude (g = 980.6199 gals.).
 BP0643
 BP0643.The modeled gravity was interpolated from observed gravity values.
 BP0643
 BP0643;                    North         East    Units  Estimated Accuracy
 BP0643;SPC TXSC     - 4,268,620.      270,890.      MT  (+/- 180 meters Scaled)
 BP0643
 BP0643                          SUPERSEDED SURVEY CONTROL
 BP0643
 BP0643.No superseded survey control is available for this station.
 BP0643
 BP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP484452(NAD 83)
 BP0643_MARKER: I = METAL ROD
 BP0643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0643_SP_SET: STAINLESS STEEL ROD
 BP0643_STAMPING: F 1417 1981
 BP0643_MARK LOGO: NGS   
 BP0643_PROJECTION: FLUSH
 BP0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0643_ROD/PIPE-DEPTH: 4.9  meters
 BP0643
 BP0643  HISTORY     - Date     Condition        Report By
 BP0643  HISTORY     - 1981     MONUMENTED       NGS
 BP0643
 BP0643                          STATION DESCRIPTION
 BP0643
 BP0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0643'8.2 KM (5.1 MI) NNW FROM SANDERSON.
 BP0643'8.2 KM (5.1 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0643'WITH U.S. HIGHWAY 90 IN SANDERSON, AT A FIELD ENTRANCE, 18.3 METERS
 BP0643'(60.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 4.9 METERS
 BP0643'(16.1 FT) NORTHWEST OF THE FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM
 BP0643'POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0643'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BP0643'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0379 ***********************************************************************
 AZ0379  DESIGNATION -  F 1418
 AZ0379  PID         -  AZ0379
 AZ0379  STATE/COUNTY-  TX/TERRELL
 AZ0379  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0379
 AZ0379                         *CURRENT SURVEY CONTROL
 AZ0379  ___________________________________________________________________
 AZ0379* NAD 83(1986)-  29 54 39.     (N)    101 53 51.     (W)     SCALED    
 AZ0379* NAVD 88     -       557.855  (meters)    1830.23   (feet)  ADJUSTED  
 AZ0379  ___________________________________________________________________
 AZ0379  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AZ0379  DYNAMIC HT  -         557.025 (meters)    1827.51  (feet)  COMP
 AZ0379  MODELED GRAV-     979,137.8   (mgal)                       NAVD 88
 AZ0379
 AZ0379  VERT ORDER  -  FIRST     CLASS II
 AZ0379
 AZ0379.The horizontal coordinates were scaled from a topographic map and have
 AZ0379.an estimated accuracy of +/- 6 seconds.
 AZ0379
 AZ0379.The orthometric height was determined by differential leveling
 AZ0379.and adjusted by the National Geodetic Survey in June 1991..
 AZ0379
 AZ0379.The geoid height was determined by GEOID03.
 AZ0379
 AZ0379.The dynamic height is computed by dividing the NAVD 88
 AZ0379.geopotential number by the normal gravity value computed on the
 AZ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0379.degrees latitude (g = 980.6199 gals.).
 AZ0379
 AZ0379.The modeled gravity was interpolated from observed gravity values.
 AZ0379
 AZ0379;                    North         East    Units  Estimated Accuracy
 AZ0379;SPC TXSC     - 4,233,710.      320,230.      MT  (+/- 180 meters Scaled)
 AZ0379
 AZ0379                          SUPERSEDED SURVEY CONTROL
 AZ0379
 AZ0379.No superseded survey control is available for this station.
 AZ0379
 AZ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU202124(NAD 83)
 AZ0379_MARKER: DB = BENCH MARK DISK
 AZ0379_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0379_SP_SET: ROCK OUTCROP
 AZ0379_STAMPING: F 1418 1981
 AZ0379_MARK LOGO: NGS   
 AZ0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0379
 AZ0379  HISTORY     - Date     Condition        Report By
 AZ0379  HISTORY     - 1981     MONUMENTED       NGS
 AZ0379
 AZ0379                          STATION DESCRIPTION
 AZ0379
 AZ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0379'26.9 KM (16.7 MI) SE FROM DRYDEN.
 AZ0379'26.9 KM (16.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 AZ0379'IN DRYDEN, 1.1 KM (0.7 MI) SOUTHEAST OF A TRACK ROAD LEADING SOUTH, IN
 AZ0379'A 6 BY 50 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 18.0 METERS
 AZ0379'(59.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 5.2
 AZ0379'METERS (17.1 FT) NORTH-NORTHEAST OF A FENCE.
 AZ0379'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AZ0379'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0768 ***********************************************************************
 BP0768  DESIGNATION -  F 1419
 BP0768  PID         -  BP0768
 BP0768  STATE/COUNTY-  TX/TERRELL
 BP0768  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0768
 BP0768                         *CURRENT SURVEY CONTROL
 BP0768  ___________________________________________________________________
 BP0768* NAD 83(1986)-  30 09 49.     (N)    102 30 15.     (W)     SCALED    
 BP0768* NAVD 88     -       927.456  (meters)    3042.83   (feet)  ADJUSTED  
 BP0768  ___________________________________________________________________
 BP0768  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 BP0768  DYNAMIC HT  -         926.011 (meters)    3038.09  (feet)  COMP
 BP0768  MODELED GRAV-     979,052.4   (mgal)                       NAVD 88
 BP0768
 BP0768  VERT ORDER  -  FIRST     CLASS II
 BP0768
 BP0768.The horizontal coordinates were scaled from a topographic map and have
 BP0768.an estimated accuracy of +/- 6 seconds.
 BP0768
 BP0768.The orthometric height was determined by differential leveling
 BP0768.and adjusted by the National Geodetic Survey in June 1991..
 BP0768
 BP0768.The geoid height was determined by GEOID03.
 BP0768
 BP0768.The dynamic height is computed by dividing the NAVD 88
 BP0768.geopotential number by the normal gravity value computed on the
 BP0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0768.degrees latitude (g = 980.6199 gals.).
 BP0768
 BP0768.The modeled gravity was interpolated from observed gravity values.
 BP0768
 BP0768;                    North         East    Units  Estimated Accuracy
 BP0768;SPC TXSC     - 4,263,320.      262,510.      MT  (+/- 180 meters Scaled)
 BP0768
 BP0768                          SUPERSEDED SURVEY CONTROL
 BP0768
 BP0768.No superseded survey control is available for this station.
 BP0768
 BP0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP403395(NAD 83)
 BP0768_MARKER: I = METAL ROD
 BP0768_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0768_SP_SET: STAINLESS STEEL ROD
 BP0768_STAMPING: F 1419 1981
 BP0768_MARK LOGO: NGS   
 BP0768_PROJECTION: FLUSH
 BP0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0768_ROD/PIPE-DEPTH: 3.7  meters
 BP0768
 BP0768  HISTORY     - Date     Condition        Report By
 BP0768  HISTORY     - 1981     MONUMENTED       NGS
 BP0768
 BP0768                          STATION DESCRIPTION
 BP0768
 BP0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0768'11.8 KM (7.2 MI) WEST FROM SANDERSON.
 BP0768'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0768'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 11.6 KM (7.2 MI)
 BP0768'WESTERLY ALONG U.S. HIGHWAY 90, 0.2 KM (0.1 MI) NORTH AND ACROSS THE
 BP0768'HIGHWAY FROM MILEPOST 523, 30.8 METERS (101.0 FT) NORTH-NORTHWEST OF
 BP0768'THE CENTERLINE OF THE HIGHWAY AND 2.2 METERS (7.2 FT) WEST OF A
 BP0768'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BP0768'CAP.
 BP0768'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 BP0768'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0370 ***********************************************************************
 DP0370  DESIGNATION -  F 142
 DP0370  PID         -  DP0370
 DP0370  STATE/COUNTY-  TX/LUBBOCK
 DP0370  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0370
 DP0370                         *CURRENT SURVEY CONTROL
 DP0370  ___________________________________________________________________
 DP0370* NAD 83(1986)-  33 34 16.     (N)    101 54 40.     (W)     SCALED    
 DP0370* NAVD 88     -       987.790  (meters)    3240.77   (feet)  ADJUSTED  
 DP0370  ___________________________________________________________________
 DP0370  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 DP0370  DYNAMIC HT  -         986.508 (meters)    3236.57  (feet)  COMP
 DP0370  MODELED GRAV-     979,305.6   (mgal)                       NAVD 88
 DP0370
 DP0370  VERT ORDER  -  FIRST     CLASS II
 DP0370
 DP0370.The horizontal coordinates were scaled from a topographic map and have
 DP0370.an estimated accuracy of +/- 6 seconds.
 DP0370
 DP0370.The orthometric height was determined by differential leveling
 DP0370.and adjusted by the National Geodetic Survey in June 1991..
 DP0370
 DP0370.The geoid height was determined by GEOID03.
 DP0370
 DP0370.The dynamic height is computed by dividing the NAVD 88
 DP0370.geopotential number by the normal gravity value computed on the
 DP0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0370.degrees latitude (g = 980.6199 gals.).
 DP0370
 DP0370.The modeled gravity was interpolated from observed gravity values.
 DP0370
 DP0370;                    North         East    Units  Estimated Accuracy
 DP0370;SPC TXNC     - 2,216,330.      283,370.      MT  (+/- 180 meters Scaled)
 DP0370
 DP0370                          SUPERSEDED SURVEY CONTROL
 DP0370
 DP0370  NGVD 29 (??/??/92)  987.419  (m)         3239.56   (f) ADJ UNCH    1 2
 DP0370
 DP0370.Superseded values are not recommended for survey control.
 DP0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0370.See file dsdata.txt to determine how the superseded data were derived.
 DP0370
 DP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC297184(NAD 83)
 DP0370_MARKER: DB = BENCH MARK DISK
 DP0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0370_STAMPING: 3239.557 F 142 1933
 DP0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0370+STABILITY: SURFACE MOTION
 DP0370
 DP0370  HISTORY     - Date     Condition        Report By
 DP0370  HISTORY     - 1933     MONUMENTED       CGS
 DP0370  HISTORY     - 1963     MARK NOT FOUND   NGS
 DP0370
 DP0370                          STATION DESCRIPTION
 DP0370
 DP0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DP0370'5.2 MI SW FROM LUBBOCK.
 DP0370'5.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0370'STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 19 RAILS SOUTHWEST OF A
 DP0370'PRIVATE-ROAD CROSSING, ABOUT 152 FEET SOUTHWEST OF MILEPOST 4, ABOUT
 DP0370'45 FEET NORTHWEST OF THE TRACK, AND AT THE RIGHT-OF-WAY FENCE LINE. A
 DP0370'STANDARD DISK, STAMPED 3239.557 F 142 1933 AND SET IN THE TOP OF A
 DP0370'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1304 ***********************************************************************
 AE1304  DESIGNATION -  F 1420
 AE1304  PID         -  AE1304
 AE1304  STATE/COUNTY-  TX/STARR
 AE1304  USGS QUAD   -  SALINENO (1980)
 AE1304
 AE1304                         *CURRENT SURVEY CONTROL
 AE1304  ___________________________________________________________________
 AE1304* NAD 83(1986)-  26 31 04.     (N)    099 05 06.     (W)     SCALED    
 AE1304* NAVD 88     -        94.176  (meters)     308.98   (feet)  ADJUSTED  
 AE1304  ___________________________________________________________________
 AE1304  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AE1304  DYNAMIC HT  -          94.023 (meters)     308.47  (feet)  COMP
 AE1304  MODELED GRAV-     979,015.7   (mgal)                       NAVD 88
 AE1304
 AE1304  VERT ORDER  -  FIRST     CLASS II
 AE1304
 AE1304.The horizontal coordinates were scaled from a topographic map and have
 AE1304.an estimated accuracy of +/- 6 seconds.
 AE1304
 AE1304.The orthometric height was determined by differential leveling
 AE1304.and adjusted by the National Geodetic Survey in June 1991..
 AE1304
 AE1304.The geoid height was determined by GEOID03.
 AE1304
 AE1304.The dynamic height is computed by dividing the NAVD 88
 AE1304.geopotential number by the normal gravity value computed on the
 AE1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1304.degrees latitude (g = 980.6199 gals.).
 AE1304
 AE1304.The modeled gravity was interpolated from observed gravity values.
 AE1304
 AE1304;                    North         East    Units  Estimated Accuracy
 AE1304;SPC TX S     - 5,094,430.      241,700.      MT  (+/- 180 meters Scaled)
 AE1304
 AE1304                          SUPERSEDED SURVEY CONTROL
 AE1304
 AE1304.No superseded survey control is available for this station.
 AE1304
 AE1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ915330(NAD 83)
 AE1304_MARKER: I = METAL ROD
 AE1304_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE1304+WITH SETTING: INFORMATION.
 AE1304_SP_SET: SHALLOW SET METAL ROD
 AE1304_STAMPING: F 1420 1981
 AE1304_MARK LOGO: NGS   
 AE1304_PROJECTION: FLUSH
 AE1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1304_ROD/PIPE-DEPTH: 2.4  meters
 AE1304
 AE1304  HISTORY     - Date     Condition        Report By
 AE1304  HISTORY     - 1981     MONUMENTED       NGS
 AE1304
 AE1304                          STATION DESCRIPTION
 AE1304
 AE1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1304'6.7 KM (4.15 MI) SE FROM FALCON HEIGHTS.
 AE1304'5.0 KM (3.1 MI) SOUTHEAST ALONG FARM ROAD 2098 FROM THE POST OFFICE IN
 AE1304'FALCON HEIGHTS, THENCE SOUTH SOUTHEAST ALONG U.S. HIGHWAY 83 FOR
 AE1304'1.7 KM (1.05 MI) AT A POWERLINE POLE CROSSING OVER HIGHWAY, 14.4 KM
 AE1304'(8.9 MI) NORTH NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OF OFFICE
 AE1304'IN ROMA, 16.3 METERS (53.4 FT) EAST OF CENTERLINE OF HIGHWAY,
 AE1304'7.3 METERS (24.0 FT) SOUTH OF EXTENDED CENTER OF A PRIVATE DIRT ROAD
 AE1304'LEADING WEST, AND 0.73 METERS (2.4 FT) SOUTH SOUTHEAST OF A POWERLINE
 AE1304'POLE, NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED.
 AE1304'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 AE1304'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1242 ***********************************************************************
 AE1242  DESIGNATION -  F 1421
 AE1242  PID         -  AE1242
 AE1242  STATE/COUNTY-  TX/HIDALGO
 AE1242  USGS QUAD   -  PHARR (1983)
 AE1242
 AE1242                         *CURRENT SURVEY CONTROL
 AE1242  ___________________________________________________________________
 AE1242* NAD 83(1986)-  26 11 54.     (N)    098 12 09.     (W)     SCALED    
 AE1242* NAVD 88     -        35.586  (meters)     116.75   (feet)  ADJUSTED  
 AE1242  ___________________________________________________________________
 AE1242  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE1242  DYNAMIC HT  -          35.527 (meters)     116.56  (feet)  COMP
 AE1242  MODELED GRAV-     978,994.9   (mgal)                       NAVD 88
 AE1242
 AE1242  VERT ORDER  -  FIRST     CLASS II
 AE1242
 AE1242.The horizontal coordinates were scaled from a topographic map and have
 AE1242.an estimated accuracy of +/- 6 seconds.
 AE1242
 AE1242.The orthometric height was determined by differential leveling
 AE1242.and adjusted by the National Geodetic Survey in June 1991..
 AE1242
 AE1242.The geoid height was determined by GEOID03.
 AE1242
 AE1242.The dynamic height is computed by dividing the NAVD 88
 AE1242.geopotential number by the normal gravity value computed on the
 AE1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1242.degrees latitude (g = 980.6199 gals.).
 AE1242
 AE1242.The modeled gravity was interpolated from observed gravity values.
 AE1242
 AE1242;                    North         East    Units  Estimated Accuracy
 AE1242;SPC TX S     - 5,058,940.      329,740.      MT  (+/- 180 meters Scaled)
 AE1242
 AE1242                          SUPERSEDED SURVEY CONTROL
 AE1242
 AE1242.No superseded survey control is available for this station.
 AE1242
 AE1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP796978(NAD 83)
 AE1242_MARKER: DB = BENCH MARK DISK
 AE1242_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE1242_SP_SET: OVERPASS PILLAR
 AE1242_STAMPING: F 1421 1981
 AE1242_MARK LOGO: NGS   
 AE1242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1242+STABILITY: POSITION/ELEVATION WELL
 AE1242
 AE1242  HISTORY     - Date     Condition        Report By
 AE1242  HISTORY     - 1981     MONUMENTED       NGS
 AE1242
 AE1242                          STATION DESCRIPTION
 AE1242
 AE1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1242'1.9 KM (1.15 MI) WEST FROM PHARR.
 AE1242'1.9 KM (1.15 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE1242'OF U.S. HIGHWAY 281 AT PHARR, 2.8 KM (1.75 MI) EAST ALONG U.S. HIGHWAY
 AE1242'83 BUSINESS FROM THE JUNCTION OF FARM ROAD 336 AT MCALLEN, SET
 AE1242'VERTICALLY IN THE NORTH SIDE OF THE EAST MOST OF FOUR PILLARS
 AE1242'SUPPORTING THE EASTBOUND LANES OF THE U.S. HIGHWAY 83 EXPRESSWAY
 AE1242'OVERPASS, 5.8 METERS (19.0 FT) NORTH OF THE CENTERLINE OF THE
 AE1242'WESTBOUND LANES OF BUSINESS 83, 6.7 METERS (22.0 FT) SOUTH OF THE
 AE1242'SOUTH RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS.
 AE1242'THE MARK IS 1.0 M ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1307 ***********************************************************************
 AB1307  DESIGNATION -  F 1422
 AB1307  PID         -  AB1307
 AB1307  STATE/COUNTY-  TX/HIDALGO
 AB1307  USGS QUAD   -  LA FERIA (1970)
 AB1307
 AB1307                         *CURRENT SURVEY CONTROL
 AB1307  ___________________________________________________________________
 AB1307* NAD 83(1986)-  26 09 07.     (N)    097 51 46.     (W)     SCALED    
 AB1307* NAVD 88     -        17.609  (meters)      57.77   (feet)  ADJUSTED  
 AB1307  ___________________________________________________________________
 AB1307  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AB1307  DYNAMIC HT  -          17.580 (meters)      57.68  (feet)  COMP
 AB1307  MODELED GRAV-     979,019.7   (mgal)                       NAVD 88
 AB1307
 AB1307  VERT ORDER  -  FIRST     CLASS II
 AB1307
 AB1307.The horizontal coordinates were scaled from a topographic map and have
 AB1307.an estimated accuracy of +/- 6 seconds.
 AB1307
 AB1307.The orthometric height was determined by differential leveling
 AB1307.and adjusted by the National Geodetic Survey in June 1991..
 AB1307
 AB1307.The geoid height was determined by GEOID03.
 AB1307
 AB1307.The dynamic height is computed by dividing the NAVD 88
 AB1307.geopotential number by the normal gravity value computed on the
 AB1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1307.degrees latitude (g = 980.6199 gals.).
 AB1307
 AB1307.The modeled gravity was interpolated from observed gravity values.
 AB1307
 AB1307;                    North         East    Units  Estimated Accuracy
 AB1307;SPC TX S     - 5,053,930.      363,720.      MT  (+/- 180 meters Scaled)
 AB1307
 AB1307                          SUPERSEDED SURVEY CONTROL
 AB1307
 AB1307.No superseded survey control is available for this station.
 AB1307
 AB1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP136930(NAD 83)
 AB1307_MARKER: I = METAL ROD
 AB1307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1307_SP_SET: STAINLESS STEEL ROD
 AB1307_STAMPING: F 1422 1981
 AB1307_MARK LOGO: NGS   
 AB1307_PROJECTION: RECESSED 3 CENTIMETERS
 AB1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1307_ROD/PIPE-DEPTH: 9.8  meters
 AB1307
 AB1307  HISTORY     - Date     Condition        Report By
 AB1307  HISTORY     - 1981     MONUMENTED       NGS
 AB1307
 AB1307                          STATION DESCRIPTION
 AB1307
 AB1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1307'4.2 KM (2.6 MI) WEST FROM LA FERIA.
 AB1307'4.2 KM (2.6 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB1307'OF FARM ROAD 506 IN LA FERIA, ALSO 5.1 KM (3.2 MI) EAST ALONG U.S.
 AB1307'HIGHWAY 83 BUSINESS FROM THE JUNCTION OF FARM ROAD 491 NORTH AT
 AB1307'MERCEDES, 39.6 METERS (130. FT) NORTH OF THE CENTERLINE OF THE
 AB1307'HIGHWAY, 14.7 METERS (48.2 FT) NORTH OF THE NORTH RAIL OF THE MISSOURI
 AB1307'PACIFIC RAILROAD, 6.2 METERS (20.3 FT) WEST OF THE SOUTHWEST CORNER OF
 AB1307'A CHAIN LINK FENCE AROUND A YARD, 1.3 METERS (4.4 FT) EAST OF A
 AB1307'POWERLINE POLE WITH TWO GUY WIRES AT THE EAST END OF A POWERLINE,
 AB1307'5.1 METERS (16.8 FT) WEST OF THE POWERLINE POLE GUY ANCHOR (COMMON
 AB1307'ANCHOR FOR THE TWO GUY WIRES).
 AB1307'THE MARK IS 0.52 METERS  SW FROM A WITNESS POST.
 AB1307'THE MARK IS 1.2 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0680 ***********************************************************************
 BP0680  DESIGNATION -  F 1426
 BP0680  PID         -  BP0680
 BP0680  STATE/COUNTY-  TX/PECOS
 BP0680  USGS QUAD   -  EAST MESA (1970)
 BP0680
 BP0680                         *CURRENT SURVEY CONTROL
 BP0680  ___________________________________________________________________
 BP0680* NAD 83(1986)-  30 52 40.     (N)    102 38 48.     (W)     SCALED    
 BP0680* NAVD 88     -       877.628  (meters)    2879.35   (feet)  ADJUSTED  
 BP0680  ___________________________________________________________________
 BP0680  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 BP0680  DYNAMIC HT  -         876.298 (meters)    2874.99  (feet)  COMP
 BP0680  MODELED GRAV-     979,096.7   (mgal)                       NAVD 88
 BP0680
 BP0680  VERT ORDER  -  FIRST     CLASS II
 BP0680
 BP0680.The horizontal coordinates were scaled from a topographic map and have
 BP0680.an estimated accuracy of +/- 6 seconds.
 BP0680
 BP0680.The orthometric height was determined by differential leveling
 BP0680.and adjusted by the National Geodetic Survey in June 1991..
 BP0680
 BP0680.The geoid height was determined by GEOID03.
 BP0680
 BP0680.The dynamic height is computed by dividing the NAVD 88
 BP0680.geopotential number by the normal gravity value computed on the
 BP0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0680.degrees latitude (g = 980.6199 gals.).
 BP0680
 BP0680.The modeled gravity was interpolated from observed gravity values.
 BP0680
 BP0680;                    North         East    Units  Estimated Accuracy
 BP0680;SPC TX C     - 3,136,560.      478,830.      MT  (+/- 180 meters Scaled)
 BP0680
 BP0680                          SUPERSEDED SURVEY CONTROL
 BP0680
 BP0680.No superseded survey control is available for this station.
 BP0680
 BP0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ249184(NAD 83)
 BP0680_MARKER: DB = BENCH MARK DISK
 BP0680_SETTING: 66 = SET IN ROCK OUTCROP
 BP0680_SP_SET: ROCK OUTCROP
 BP0680_STAMPING: F 1426 1981
 BP0680_MARK LOGO: NGS   
 BP0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0680+STABILITY: POSITION/ELEVATION WELL
 BP0680
 BP0680  HISTORY     - Date     Condition        Report By
 BP0680  HISTORY     - 1981     MONUMENTED       NGS
 BP0680
 BP0680                          STATION DESCRIPTION
 BP0680
 BP0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0680'20.8 KM (12.9 MI) EAST FROM FORT STOCKTON.
 BP0680'20.8 KM (12.9 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0680'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, IN A 4 BY 15 FT
 BP0680'EXPOSED AREA OF OUTCROPPING BEDROCK, 71.8 METERS (235.6 FT) EAST OF
 BP0680'THE SOUTHEAST CORNER OF A BRIDGE ABUTMENT, 40.5 METERS (132.9 FT)
 BP0680'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 BP0680'HIGHWAY.
 BP0680'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BP0680'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0657 ***********************************************************************
 CC0657  DESIGNATION -  F 1427
 CC0657  PID         -  CC0657
 CC0657  STATE/COUNTY-  TX/CRANE
 CC0657  USGS QUAD   -  GIRVIN SE (1972)
 CC0657
 CC0657                         *CURRENT SURVEY CONTROL
 CC0657  ___________________________________________________________________
 CC0657* NAD 83(1986)-  31 06 23.     (N)    102 18 50.     (W)     SCALED    
 CC0657* NAVD 88     -       708.202  (meters)    2323.49   (feet)  ADJUSTED  
 CC0657  ___________________________________________________________________
 CC0657  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CC0657  DYNAMIC HT  -         707.192 (meters)    2320.18  (feet)  COMP
 CC0657  MODELED GRAV-     979,191.7   (mgal)                       NAVD 88
 CC0657
 CC0657  VERT ORDER  -  FIRST     CLASS II
 CC0657
 CC0657.The horizontal coordinates were scaled from a topographic map and have
 CC0657.an estimated accuracy of +/- 6 seconds.
 CC0657
 CC0657.The orthometric height was determined by differential leveling
 CC0657.and adjusted by the National Geodetic Survey in June 1991..
 CC0657
 CC0657.The geoid height was determined by GEOID03.
 CC0657
 CC0657.The dynamic height is computed by dividing the NAVD 88
 CC0657.geopotential number by the normal gravity value computed on the
 CC0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0657.degrees latitude (g = 980.6199 gals.).
 CC0657
 CC0657.The modeled gravity was interpolated from observed gravity values.
 CC0657
 CC0657;                    North         East    Units  Estimated Accuracy
 CC0657;SPC TX C     - 3,161,280.      511,090.      MT  (+/- 180 meters Scaled)
 CC0657
 CC0657                          SUPERSEDED SURVEY CONTROL
 CC0657
 CC0657.No superseded survey control is available for this station.
 CC0657
 CC0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ561444(NAD 83)
 CC0657_MARKER: I = METAL ROD
 CC0657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0657_SP_SET: STAINLESS STEEL ROD
 CC0657_STAMPING: F 1427 1981
 CC0657_MARK LOGO: NGS   
 CC0657_PROJECTION: FLUSH
 CC0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0657_ROD/PIPE-DEPTH: 3.0  meters
 CC0657
 CC0657  HISTORY     - Date     Condition        Report By
 CC0657  HISTORY     - 1981     MONUMENTED       NGS
 CC0657
 CC0657                          STATION DESCRIPTION
 CC0657
 CC0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0657'8.4 KM (5.2 MI) SW FROM MCCAMEY.
 CC0657'8.4 KM (5.2 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0657'JUNCTION WITH FARM ROAD 305 IN MCCAMEY OR 8.6 KM (5.35 MI) NORTHEAST
 CC0657'ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS JUNCTION WITH STATE HIGHWAY 11
 CC0657'IN GIRVIN AND 22.6 METERS (74.1 FT) NORTH-NORTHWEST OF THE CENTERLINE
 CC0657'OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0657'LOGO CAP.
 CC0657'THE MARK IS 0.5 METERS  SSE FROM  A FENCE AND WITNESS POST
 CC0657'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0676 ***********************************************************************
 CB0676  DESIGNATION -  F 1428
 CB0676  PID         -  CB0676
 CB0676  STATE/COUNTY-  TX/REAGAN
 CB0676  USGS QUAD   -  RANKIN NE (1970)
 CB0676
 CB0676                         *CURRENT SURVEY CONTROL
 CB0676  ___________________________________________________________________
 CB0676* NAD 83(1986)-  31 13 52.     (N)    101 45 40.     (W)     SCALED    
 CB0676* NAVD 88     -       823.906  (meters)    2703.10   (feet)  ADJUSTED  
 CB0676  ___________________________________________________________________
 CB0676  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CB0676  DYNAMIC HT  -         822.705 (meters)    2699.16  (feet)  COMP
 CB0676  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 CB0676
 CB0676  VERT ORDER  -  FIRST     CLASS II
 CB0676
 CB0676.The horizontal coordinates were scaled from a topographic map and have
 CB0676.an estimated accuracy of +/- 6 seconds.
 CB0676
 CB0676.The orthometric height was determined by differential leveling
 CB0676.and adjusted by the National Geodetic Survey in June 1991..
 CB0676
 CB0676.The geoid height was determined by GEOID03.
 CB0676
 CB0676.The dynamic height is computed by dividing the NAVD 88
 CB0676.geopotential number by the normal gravity value computed on the
 CB0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0676.degrees latitude (g = 980.6199 gals.).
 CB0676
 CB0676.The modeled gravity was interpolated from observed gravity values.
 CB0676
 CB0676;                    North         East    Units  Estimated Accuracy
 CB0676;SPC TX C     - 3,174,300.      563,990.      MT  (+/- 180 meters Scaled)
 CB0676
 CB0676                          SUPERSEDED SURVEY CONTROL
 CB0676
 CB0676.No superseded survey control is available for this station.
 CB0676
 CB0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV369585(NAD 83)
 CB0676_MARKER: I = METAL ROD
 CB0676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0676_SP_SET: STAINLESS STEEL ROD
 CB0676_STAMPING: F 1428 1981
 CB0676_MARK LOGO: NGS   
 CB0676_PROJECTION: FLUSH
 CB0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0676_ROD/PIPE-DEPTH: 3.0  meters
 CB0676
 CB0676  HISTORY     - Date     Condition        Report By
 CB0676  HISTORY     - 1981     MONUMENTED       NGS
 CB0676
 CB0676                          STATION DESCRIPTION
 CB0676
 CB0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0676'17.1 KM (10.65 MI) EAST FROM RANKIN.
 CB0676'17.1 KM (10.65 MI) EASTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CB0676'WITH STATE HIGHWAY 349 IN RANKIN, 0.2 KM (0.1 MI) WEST OF A SIDE ROAD
 CB0676'LEADING NORTH, 0.9 KM (0.55 MI) EAST OF A RAILROAD CROSSING, 18.3
 CB0676'METERS (60.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS
 CB0676'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0676'THE MARK IS 0.5 METERS  N FROM  A FENCE AND WITNESS POST
 CB0676'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0756 ***********************************************************************
 CA0756  DESIGNATION -  F 1429
 CA0756  PID         -  CA0756
 CA0756  STATE/COUNTY-  TX/MCCULLOCH
 CA0756  USGS QUAD   -  WEST SWEDEN (1987)
 CA0756
 CA0756                         *CURRENT SURVEY CONTROL
 CA0756  ___________________________________________________________________
 CA0756* NAD 83(1986)-  31 11 22.     (N)    099 27 31.     (W)     SCALED    
 CA0756* NAVD 88     -       567.162  (meters)    1860.76   (feet)  ADJUSTED  
 CA0756  ___________________________________________________________________
 CA0756  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CA0756  DYNAMIC HT  -         566.394 (meters)    1858.24  (feet)  COMP
 CA0756  MODELED GRAV-     979,268.4   (mgal)                       NAVD 88
 CA0756
 CA0756  VERT ORDER  -  FIRST     CLASS II
 CA0756
 CA0756.The horizontal coordinates were scaled from a topographic map and have
 CA0756.an estimated accuracy of +/- 6 seconds.
 CA0756
 CA0756.The orthometric height was determined by differential leveling
 CA0756.and adjusted by the National Geodetic Survey in June 1991..
 CA0756
 CA0756.The geoid height was determined by GEOID03.
 CA0756
 CA0756.The dynamic height is computed by dividing the NAVD 88
 CA0756.geopotential number by the normal gravity value computed on the
 CA0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0756.degrees latitude (g = 980.6199 gals.).
 CA0756
 CA0756.The modeled gravity was interpolated from observed gravity values.
 CA0756
 CA0756;                    North         East    Units  Estimated Accuracy
 CA0756;SPC TX C     - 3,169,140.      783,360.      MT  (+/- 180 meters Scaled)
 CA0756
 CA0756                          SUPERSEDED SURVEY CONTROL
 CA0756
 CA0756.No superseded survey control is available for this station.
 CA0756
 CA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV563506(NAD 83)
 CA0756_MARKER: I = METAL ROD
 CA0756_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0756+WITH SETTING: INFORMATION.
 CA0756_SP_SET: SHALLOW SET METAL ROD
 CA0756_STAMPING: F 1429 1981
 CA0756_MARK LOGO: NGS   
 CA0756_PROJECTION: FLUSH
 CA0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0756_ROD/PIPE-DEPTH: 2.7  meters
 CA0756
 CA0756  HISTORY     - Date     Condition        Report By
 CA0756  HISTORY     - 1981     MONUMENTED       NGS
 CA0756  HISTORY     - 19990108 MARK NOT FOUND   USPSQD
 CA0756
 CA0756                          STATION DESCRIPTION
 CA0756
 CA0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0756'13.9 KM (8.65 MI) NW FROM BRADY.
 CA0756'13.9 KM (8.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM THE
 CA0756'COURTHOUSE IN BRADY, 0.2 KM (0.1 MI) EAST OF A GRAVELED ROAD LEADING
 CA0756'NORTH AND 15.2 METERS (49.9 FT) SOUTH OF THE CENTERLINE OF THE
 CA0756'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0756'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CA0756'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0756
 CA0756                          STATION RECOVERY (1999)
 CA0756
 CA0756'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0181 ***********************************************************************
 CV0181  DESIGNATION -  F 143
 CV0181  PID         -  CV0181
 CV0181  STATE/COUNTY-  TX/GAINES
 CV0181  USGS QUAD   -  SEAGRAVES (1970)
 CV0181
 CV0181                         *CURRENT SURVEY CONTROL
 CV0181  ___________________________________________________________________
 CV0181* NAD 83(1986)-  32 55 07.     (N)    102 35 19.     (W)     SCALED    
 CV0181* NAVD 88     -      1028.081  (meters)    3372.96   (feet)  ADJUSTED  
 CV0181  ___________________________________________________________________
 CV0181  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 CV0181  DYNAMIC HT  -        1026.721 (meters)    3368.50  (feet)  COMP
 CV0181  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 CV0181
 CV0181  VERT ORDER  -  FIRST     CLASS II
 CV0181
 CV0181.The horizontal coordinates were scaled from a topographic map and have
 CV0181.an estimated accuracy of +/- 6 seconds.
 CV0181
 CV0181.The orthometric height was determined by differential leveling
 CV0181.and adjusted by the National Geodetic Survey in June 1991..
 CV0181
 CV0181.The geoid height was determined by GEOID03.
 CV0181
 CV0181.The dynamic height is computed by dividing the NAVD 88
 CV0181.geopotential number by the normal gravity value computed on the
 CV0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0181.degrees latitude (g = 980.6199 gals.).
 CV0181
 CV0181.The modeled gravity was interpolated from observed gravity values.
 CV0181
 CV0181;                    North         East    Units  Estimated Accuracy
 CV0181;SPC TXNC     - 2,146,270.      217,700.      MT  (+/- 180 meters Scaled)
 CV0181
 CV0181                          SUPERSEDED SURVEY CONTROL
 CV0181
 CV0181  NGVD 29 (??/??/92) 1027.773  (m)         3371.95   (f) ADJ UNCH    1 2
 CV0181
 CV0181.Superseded values are not recommended for survey control.
 CV0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0181.See file dsdata.txt to determine how the superseded data were derived.
 CV0181
 CV0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS254448(NAD 83)
 CV0181_MARKER: DB = BENCH MARK DISK
 CV0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0181_STAMPING: 3371.952 F 143 1934
 CV0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0181+STABILITY: SURFACE MOTION
 CV0181
 CV0181  HISTORY     - Date     Condition        Report By
 CV0181  HISTORY     - 1934     MONUMENTED       CGS
 CV0181  HISTORY     - 1943     GOOD             NGS
 CV0181  HISTORY     - 1969     MARK NOT FOUND   USGS
 CV0181
 CV0181                          STATION DESCRIPTION
 CV0181
 CV0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CV0181'2.2 MI SW FROM SEAGRAVES.
 CV0181'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 51 (FORMERLY STATE HIGHWAY
 CV0181'137) FROM THE PANHANDLE AND SANTA FE RAILWAY STATION AT SEAGRAVES,
 CV0181'GAINES COUNTY, 165 FEET NORTHEAST OF THE INTERSECTION OF A DIRT ROAD,
 CV0181'52 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND LEVEL WITH
 CV0181'THE GROUND.  A STANDARD DISK, STAMPED 3371.952 F 143 1934 AND SET IN
 CV0181'THE TOP OF A CONCRETE POST.
 CV0181
 CV0181                          STATION RECOVERY (1969)
 CV0181
 CV0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CV0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0731 ***********************************************************************
 CA0731  DESIGNATION -  F 1430
 CA0731  PID         -  CA0731
 CA0731  STATE/COUNTY-  TX/CONCHO
 CA0731  USGS QUAD   -  LIVE OAK (1970)
 CA0731
 CA0731                         *CURRENT SURVEY CONTROL
 CA0731  ___________________________________________________________________
 CA0731* NAD 83(1986)-  31 13 01.     (N)    099 54 27.     (W)     SCALED    
 CA0731* NAVD 88     -       654.285  (meters)    2146.60   (feet)  ADJUSTED  
 CA0731  ___________________________________________________________________
 CA0731  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CA0731  DYNAMIC HT  -         653.375 (meters)    2143.61  (feet)  COMP
 CA0731  MODELED GRAV-     979,229.1   (mgal)                       NAVD 88
 CA0731
 CA0731  VERT ORDER  -  FIRST     CLASS II
 CA0731
 CA0731.The horizontal coordinates were scaled from a topographic map and have
 CA0731.an estimated accuracy of +/- 6 seconds.
 CA0731
 CA0731.The orthometric height was determined by differential leveling
 CA0731.and adjusted by the National Geodetic Survey in June 1991..
 CA0731
 CA0731.The geoid height was determined by GEOID03.
 CA0731
 CA0731.The dynamic height is computed by dividing the NAVD 88
 CA0731.geopotential number by the normal gravity value computed on the
 CA0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0731.degrees latitude (g = 980.6199 gals.).
 CA0731
 CA0731.The modeled gravity was interpolated from observed gravity values.
 CA0731
 CA0731;                    North         East    Units  Estimated Accuracy
 CA0731;SPC TX C     - 3,171,930.      740,570.      MT  (+/- 180 meters Scaled)
 CA0731
 CA0731                          SUPERSEDED SURVEY CONTROL
 CA0731
 CA0731.No superseded survey control is available for this station.
 CA0731
 CA0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV135540(NAD 83)
 CA0731_MARKER: DB = BENCH MARK DISK
 CA0731_SETTING: 66 = SET IN ROCK OUTCROP
 CA0731_SP_SET: ROCK OUTCROP
 CA0731_STAMPING: F 1430 1981
 CA0731_MARK LOGO: NGS   
 CA0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0731+STABILITY: POSITION/ELEVATION WELL
 CA0731
 CA0731  HISTORY     - Date     Condition        Report By
 CA0731  HISTORY     - 1981     MONUMENTED       NGS
 CA0731  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA0731
 CA0731                          STATION DESCRIPTION
 CA0731
 CA0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0731'5.6 KM (3.75 MI) WEST FROM EDEN.
 CA0731'6.0 KM (3.75 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION
 CA0731'WITH U.S. HIGHWAY 83 IN EDEN, 0.2 KM (0.1 MI) WEST OF A TRACK ROAD
 CA0731'LEADING NORTH, AT A SMALL HIGHWAY CUT BANK, IN TOP OF A 2 BY 3 FT
 CA0731'EXPOSED AREA OF OUTCROPPING BEDROCK, 14.7 METERS (48.2 FT) SOUTH OF
 CA0731'THE CENTERLINE OF THE HIGHWAY AND 6.9 METERS (22.6 FT) NORTH OF A
 CA0731'FENCE.
 CA0731'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CA0731'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0731
 CA0731                          STATION RECOVERY (1999)
 CA0731
 CA0731'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1576 ***********************************************************************
 AJ1576  DESIGNATION -  F 1430 RESET
 AJ1576  PID         -  AJ1576
 AJ1576  STATE/COUNTY-  TX/CONCHO
 AJ1576  USGS QUAD   -  LIVE OAK (1970)
 AJ1576
 AJ1576                         *CURRENT SURVEY CONTROL
 AJ1576  ___________________________________________________________________
 AJ1576* NAD 83(1986)-  31 13 01.     (N)    099 54 28.     (W)     SCALED    
 AJ1576* NAVD 88     -       654.94   (meters)    2148.7    (feet)  RESET     
 AJ1576  ___________________________________________________________________
 AJ1576  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AJ1576
 AJ1576  VERT ORDER  -  THIRD
 AJ1576
 AJ1576.The horizontal coordinates were scaled from a topographic map and have
 AJ1576.an estimated accuracy of +/- 6 seconds.
 AJ1576
 AJ1576.The orthometric height was computed from unverified reset data.
 AJ1576.No vertical observational check was made to the station.
 AJ1576
 AJ1576.The geoid height was determined by GEOID03.
 AJ1576
 AJ1576;                    North         East    Units  Estimated Accuracy
 AJ1576;SPC TX C     - 3,171,930.      740,550.      MT  (+/- 180 meters Scaled)
 AJ1576
 AJ1576                          SUPERSEDED SURVEY CONTROL
 AJ1576
 AJ1576.No superseded survey control is available for this station.
 AJ1576
 AJ1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV135540(NAD 83)
 AJ1576_MARKER: DD = SURVEY DISK
 AJ1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1576_STAMPING: F 1430 RESET 1999
 AJ1576_MARK LOGO: TXDOT 
 AJ1576_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1576+STABILITY: SURFACE MOTION
 AJ1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1576+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1576
 AJ1576  HISTORY     - Date     Condition        Report By
 AJ1576  HISTORY     - 1999     MONUMENTED       NGS
 AJ1576
 AJ1576                          STATION DESCRIPTION
 AJ1576
 AJ1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RLZ)
 AJ1576'THE STATION IS LOCATED ABOUT 36 MILES (57.9 KM) SOUTHEAST FROM SAN
 AJ1576'ANGELO, 23 MILES (37.0 KM) NORTH-NORTHWEST FROM MENARD, AND 3.75 MILES
 AJ1576'(6.03 KM) WEST FROM EDEN ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 87
 AJ1576'AND ON PROPERTY OF THE TEXAS DEPARTMENT OF TRANSPORTATION.  TO REACH
 AJ1576'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND 87 IN EDEN, GO
 AJ1576'WEST ON HIGHWAY 87 FOR 3.75 MILES (6.03 KM) TO THE STATION ON THE
 AJ1576'LEFT.  IT IS A TEXAS DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY DISK
 AJ1576'SET IN THE TOP OF AN 8-INCH CONCRETE POST WITH A DEPTH OF ABOUT 36
 AJ1576'INCHES, 3.2 METERS (10.5 FT) NORTHEAST FROM THE NORTHEAST ONE OF FOUR
 AJ1576'POSTS OF A BILLBOARD AND 0.25 METER (0.82 FT) NORHT-NORTHEST FROM A
 AJ1576'METAL RIGHT-OF WAY FENCE POST.  IT IS STATION 26+160.000 ON THE
 AJ1576'CONSTRUCTION PLANS AND 54.0 METERS (177.2 FT) SOUTH FROM THE PROPOSED
 AJ1576'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0777 ***********************************************************************
 CB0777  DESIGNATION -  F 1431
 CB0777  PID         -  CB0777
 CB0777  STATE/COUNTY-  TX/TOM GREEN
 CB0777  USGS QUAD   -  VANCOURT (1984)
 CB0777
 CB0777                         *CURRENT SURVEY CONTROL
 CB0777  ___________________________________________________________________
 CB0777* NAD 83(1986)-  31 22 23.     (N)    100 14 27.     (W)     SCALED    
 CB0777* NAVD 88     -       566.974  (meters)    1860.15   (feet)  ADJUSTED  
 CB0777  ___________________________________________________________________
 CB0777  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0777  DYNAMIC HT  -         566.198 (meters)    1857.60  (feet)  COMP
 CB0777  MODELED GRAV-     979,254.2   (mgal)                       NAVD 88
 CB0777
 CB0777  VERT ORDER  -  FIRST     CLASS II
 CB0777
 CB0777.The horizontal coordinates were scaled from a topographic map and have
 CB0777.an estimated accuracy of +/- 6 seconds.
 CB0777
 CB0777.The orthometric height was determined by differential leveling
 CB0777.and adjusted by the National Geodetic Survey in June 1991..
 CB0777
 CB0777.The geoid height was determined by GEOID03.
 CB0777
 CB0777.The dynamic height is computed by dividing the NAVD 88
 CB0777.geopotential number by the normal gravity value computed on the
 CB0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0777.degrees latitude (g = 980.6199 gals.).
 CB0777
 CB0777.The modeled gravity was interpolated from observed gravity values.
 CB0777
 CB0777;                    North         East    Units  Estimated Accuracy
 CB0777;SPC TX C     - 3,189,170.      708,800.      MT  (+/- 180 meters Scaled)
 CB0777
 CB0777                          SUPERSEDED SURVEY CONTROL
 CB0777
 CB0777.No superseded survey control is available for this station.
 CB0777
 CB0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV820716(NAD 83)
 CB0777_MARKER: I = METAL ROD
 CB0777_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0777+WITH SETTING: INFORMATION.
 CB0777_SP_SET: SHALLOW SET METAL ROD
 CB0777_STAMPING: F 1431 1981
 CB0777_MARK LOGO: NGS   
 CB0777_PROJECTION: FLUSH
 CB0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0777_ROD/PIPE-DEPTH: 2.1  meters
 CB0777
 CB0777  HISTORY     - Date     Condition        Report By
 CB0777  HISTORY     - 1981     MONUMENTED       NGS
 CB0777
 CB0777                          STATION DESCRIPTION
 CB0777
 CB0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0777'23.7 KM (14.75 MI) SE FROM SAN ANGELO.
 CB0777'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0777'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 13.0 KM (8.1 MI)
 CB0777'SOUTHEASTERLY ALONG U. S. HIGHWAY 87, 41.5 METERS (136.0 FT) WEST OF
 CB0777'THE EXTENDED CENTER OF A DRIVEWAY LEADING NORTH TO THE G. R.  BORRON
 CB0777'RESIDENCE, 15.3 METERS (50.2 FT) SOUTH OF THE CENTERLINE OF THE
 CB0777'HIGHWAY AND 1.3 METERS (4.3 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS
 CB0777'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0777'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CB0777'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0494 ***********************************************************************
 AZ0494  DESIGNATION -  F 1432
 AZ0494  PID         -  AZ0494
 AZ0494  STATE/COUNTY-  TX/KINNEY
 AZ0494  USGS QUAD   -  SPOFFORD (1974)
 AZ0494
 AZ0494                         *CURRENT SURVEY CONTROL
 AZ0494  ___________________________________________________________________
 AZ0494* NAD 83(1986)-  29 10 03.     (N)    100 24 23.     (W)     SCALED    
 AZ0494* NAVD 88     -       304.924  (meters)    1000.40   (feet)  ADJUSTED  
 AZ0494  ___________________________________________________________________
 AZ0494  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0494  DYNAMIC HT  -         304.478 (meters)     998.94  (feet)  COMP
 AZ0494  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 AZ0494
 AZ0494  VERT ORDER  -  FIRST     CLASS II
 AZ0494
 AZ0494.The horizontal coordinates were scaled from a topographic map and have
 AZ0494.an estimated accuracy of +/- 6 seconds.
 AZ0494
 AZ0494.The orthometric height was determined by differential leveling
 AZ0494.and adjusted by the National Geodetic Survey in June 1991..
 AZ0494
 AZ0494.The geoid height was determined by GEOID03.
 AZ0494
 AZ0494.The dynamic height is computed by dividing the NAVD 88
 AZ0494.geopotential number by the normal gravity value computed on the
 AZ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0494.degrees latitude (g = 980.6199 gals.).
 AZ0494
 AZ0494.The modeled gravity was interpolated from observed gravity values.
 AZ0494
 AZ0494;                    North         East    Units  Estimated Accuracy
 AZ0494;SPC TXSC     - 4,148,680.      463,210.      MT  (+/- 180 meters Scaled)
 AZ0494
 AZ0494                          SUPERSEDED SURVEY CONTROL
 AZ0494
 AZ0494.No superseded survey control is available for this station.
 AZ0494
 AZ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT632273(NAD 83)
 AZ0494_MARKER: I = METAL ROD
 AZ0494_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AZ0494+WITH SETTING: INFORMATION.
 AZ0494_SP_SET: SHALLOW SET METAL ROD
 AZ0494_STAMPING: F 1432 1982
 AZ0494_MARK LOGO: NGS   
 AZ0494_PROJECTION: FLUSH
 AZ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0494_ROD/PIPE-DEPTH: 1.8  meters
 AZ0494
 AZ0494  HISTORY     - Date     Condition        Report By
 AZ0494  HISTORY     - 1982     MONUMENTED       NGS
 AZ0494  HISTORY     - 19960524 GOOD             USPSQD
 AZ0494
 AZ0494                          STATION DESCRIPTION
 AZ0494
 AZ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0494'1.3 KM (0.8 MI) SE FROM SPOFFORD.
 AZ0494'1.3 KM (0.8 MI) SOUTHEAST ALONG FARM ROAD 1572 FROM THE JUNCTION OF
 AZ0494'STATE ROUTE 131 IN SPOFFORD, AT ENTRANCE TO A SMALL CEMETARY.
 AZ0494'18.0 METERS (59.0 FT) SOUTHWEST OF CENTERLINE OF FARM ROAD,
 AZ0494'15.2 METERS (50.0 FT) SOUTHEAST OF CENTER OF AN IRON MESH GATE AND
 AZ0494'ROAD SOUTHWEST TO A SMALL CEMETARY, AND 0.30 METERS (1.0 FT) NORTHEAST
 AZ0494'OF A HIGH WIRE FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 AZ0494'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 AZ0494'THE MARK IS ABOVE LEVEL WITH ROAD.
 AZ0494
 AZ0494                          STATION RECOVERY (1996)
 AZ0494
 AZ0494'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1585 ***********************************************************************
 AY1585  DESIGNATION -  F 1433
 AY1585  PID         -  AY1585
 AY1585  STATE/COUNTY-  TX/UVALDE
 AY1585  USGS QUAD   -  HACIENDA (1960)
 AY1585
 AY1585                         *CURRENT SURVEY CONTROL
 AY1585  ___________________________________________________________________
 AY1585* NAD 83(1986)-  29 14 39.     (N)    099 54 24.     (W)     SCALED    
 AY1585* NAVD 88     -       284.726  (meters)     934.14   (feet)  ADJUSTED  
 AY1585  ___________________________________________________________________
 AY1585  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AY1585  DYNAMIC HT  -         284.311 (meters)     932.78  (feet)  COMP
 AY1585  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 AY1585
 AY1585  VERT ORDER  -  FIRST     CLASS II
 AY1585
 AY1585.The horizontal coordinates were scaled from a topographic map and have
 AY1585.an estimated accuracy of +/- 6 seconds.
 AY1585
 AY1585.The orthometric height was determined by differential leveling
 AY1585.and adjusted by the National Geodetic Survey in June 1991..
 AY1585
 AY1585.The geoid height was determined by GEOID03.
 AY1585
 AY1585.The dynamic height is computed by dividing the NAVD 88
 AY1585.geopotential number by the normal gravity value computed on the
 AY1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1585.degrees latitude (g = 980.6199 gals.).
 AY1585
 AY1585.The modeled gravity was interpolated from observed gravity values.
 AY1585
 AY1585;                    North         East    Units  Estimated Accuracy
 AY1585;SPC TXSC     - 4,156,700.      511,880.      MT  (+/- 180 meters Scaled)
 AY1585
 AY1585                          SUPERSEDED SURVEY CONTROL
 AY1585
 AY1585.No superseded survey control is available for this station.
 AY1585
 AY1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT118353(NAD 83)
 AY1585_MARKER: DB = BENCH MARK DISK
 AY1585_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1585_SP_SET: CONCRETE ABUTMENT
 AY1585_STAMPING: F 1433 1982
 AY1585_MARK LOGO: NGS   
 AY1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1585+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AY1585
 AY1585  HISTORY     - Date     Condition        Report By
 AY1585  HISTORY     - 1982     MONUMENTED       NGS
 AY1585  HISTORY     - 20041007 GOOD             USPSQD
 AY1585
 AY1585                          STATION DESCRIPTION
 AY1585
 AY1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1585'11.0 KM (6.8 MI) WEST FROM UVALDE.
 AY1585'5.5 KM (3.4 MI) WEST ALONG FARM ROAD 2369 (RAILROAD SERVICE ROAD) FROM
 AY1585'THE SOUTHERN PACIFIC RAILROAD STATION AND JUNCTION OF SPUR 144 UVALDE,
 AY1585'THENCE WEST ALONG A GRAVEL ROAD FOR 5.5 KM (3.4 MI), SET IN TOP OF THE
 AY1585'SOUTH END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE OVER THE
 AY1585'NUECES RIVER, AND 2.4 METERS (7.8 FT) SOUTH SOUTHEAST OF THE SOUTHEAST
 AY1585'RAIL.
 AY1585'THE MARK IS 0.30 M BELOW RAILROAD TRACKS.
 AY1585
 AY1585                          STATION RECOVERY (2004)
 AY1585
 AY1585'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1608 ***********************************************************************
 AY1608  DESIGNATION -  F 1434
 AY1608  PID         -  AY1608
 AY1608  STATE/COUNTY-  TX/MEDINA
 AY1608  USGS QUAD   -  HONDO (1982)
 AY1608
 AY1608                         *CURRENT SURVEY CONTROL
 AY1608  ___________________________________________________________________
 AY1608* NAD 83(1986)-  29 20 12.     (N)    099 14 53.     (W)     SCALED    
 AY1608* NAVD 88     -       275.082  (meters)     902.50   (feet)  ADJUSTED  
 AY1608  ___________________________________________________________________
 AY1608  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 AY1608  DYNAMIC HT  -         274.682 (meters)     901.19  (feet)  COMP
 AY1608  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY1608
 AY1608  VERT ORDER  -  FIRST     CLASS II
 AY1608
 AY1608.The horizontal coordinates were scaled from a topographic map and have
 AY1608.an estimated accuracy of +/- 6 seconds.
 AY1608
 AY1608.The orthometric height was determined by differential leveling
 AY1608.and adjusted by the National Geodetic Survey in June 1991..
 AY1608
 AY1608.The geoid height was determined by GEOID03.
 AY1608
 AY1608.The dynamic height is computed by dividing the NAVD 88
 AY1608.geopotential number by the normal gravity value computed on the
 AY1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1608.degrees latitude (g = 980.6199 gals.).
 AY1608
 AY1608.The modeled gravity was interpolated from observed gravity values.
 AY1608
 AY1608;                    North         East    Units  Estimated Accuracy
 AY1608;SPC TXSC     - 4,166,640.      575,910.      MT  (+/- 180 meters Scaled)
 AY1608
 AY1608                          SUPERSEDED SURVEY CONTROL
 AY1608
 AY1608.No superseded survey control is available for this station.
 AY1608
 AY1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT759453(NAD 83)
 AY1608_MARKER: I = METAL ROD
 AY1608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1608_SP_SET: STAINLESS STEEL ROD
 AY1608_STAMPING: F 1434 1982
 AY1608_MARK LOGO: NGS   
 AY1608_PROJECTION: FLUSH
 AY1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1608+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1608_ROD/PIPE-DEPTH: 3.7  meters
 AY1608
 AY1608  HISTORY     - Date     Condition        Report By
 AY1608  HISTORY     - 1982     MONUMENTED       NGS
 AY1608  HISTORY     - 19950427 GOOD             USPSQD
 AY1608  HISTORY     - 19950519 GOOD             USPSQD
 AY1608  HISTORY     - 20021029 GOOD             USPSQD
 AY1608  HISTORY     - 20050521 GOOD             USPSQD
 AY1608
 AY1608                          STATION DESCRIPTION
 AY1608
 AY1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1608'3.4 KM (2.1 MI) EAST FROM D HANIS.
 AY1608'3.4 KM (2.1 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1608'ROAD 1796 IN D HANIS, AT A FIELD ROAD CROSSING THE SOUTHERN PACIFIC
 AY1608'RAILROAD AND ACROSS RAILROAD TRACKS FROM TWO 102 CM (40 INCH) OAK
 AY1608'TREES, 14.0 METERS (46.0 FT) NORTH OF THE NORTH RAIL, 11.6 METERS
 AY1608'(38.0 FT) WEST OF THE SOUTHWEST CORNER OF A WOODEN CORRAL, 7.0 METERS
 AY1608'(23.0 FT) WEST OF A TRACK ROAD LEADING NORTH TO CORRAL ENTRANCE,
 AY1608'0.30 METERS (1.0 FT) SOUTH OF A CORNER FENCE POST, AND 45.7 METERS
 AY1608'(150.0 FT) EAST OF RAILROAD MILEPOLE 265.  NOTE, ROD DRIVEN TO
 AY1608'REFUSAL.
 AY1608'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AY1608'THE MARK IS 0.30 M BELOW RAILROAD TRACKS.
 AY1608
 AY1608                          STATION RECOVERY (1995)
 AY1608
 AY1608'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1608'RECOVERED IN GOOD CONDITION.
 AY1608
 AY1608                          STATION RECOVERY (1995)
 AY1608
 AY1608'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1608'RECOVERED IN GOOD CONDITION.
 AY1608
 AY1608                          STATION RECOVERY (2002)
 AY1608
 AY1608'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1608'RECOVERED IN GOOD CONDITION.
 AY1608
 AY1608                          STATION RECOVERY (2005)
 AY1608
 AY1608'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1198 ***********************************************************************
 AB1198  DESIGNATION -  F 1435
 AB1198  PID         -  AB1198
 AB1198  STATE/COUNTY-  TX/CAMERON
 AB1198  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB1198
 AB1198                         *CURRENT SURVEY CONTROL
 AB1198  ___________________________________________________________________
 AB1198* NAD 83(1986)-  25 57 50.     (N)    097 30 41.     (W)     SCALED    
 AB1198* NAVD 88     -         6.671  (meters)      21.89   (feet)  ADJUSTED  
 AB1198  ___________________________________________________________________
 AB1198  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 AB1198  DYNAMIC HT  -           6.660 (meters)      21.85  (feet)  COMP
 AB1198  MODELED GRAV-     979,031.3   (mgal)                       NAVD 88
 AB1198
 AB1198  VERT ORDER  -  FIRST     CLASS II
 AB1198
 AB1198.The horizontal coordinates were scaled from a topographic map and have
 AB1198.an estimated accuracy of +/- 6 seconds.
 AB1198
 AB1198.The orthometric height was determined by differential leveling
 AB1198.and adjusted by the National Geodetic Survey in June 1991..
 AB1198
 AB1198.The geoid height was determined by GEOID03.
 AB1198
 AB1198.The dynamic height is computed by dividing the NAVD 88
 AB1198.geopotential number by the normal gravity value computed on the
 AB1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1198.degrees latitude (g = 980.6199 gals.).
 AB1198
 AB1198.The modeled gravity was interpolated from observed gravity values.
 AB1198
 AB1198;                    North         East    Units  Estimated Accuracy
 AB1198;SPC TX S     - 5,033,320.      399,010.      MT  (+/- 180 meters Scaled)
 AB1198
 AB1198                          SUPERSEDED SURVEY CONTROL
 AB1198
 AB1198.No superseded survey control is available for this station.
 AB1198
 AB1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP490725(NAD 83)
 AB1198_MARKER: I = METAL ROD
 AB1198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1198_SP_SET: STAINLESS STEEL ROD
 AB1198_STAMPING: F 1435 1981
 AB1198_MARK LOGO: NGS   
 AB1198_PROJECTION: FLUSH
 AB1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1198_ROD/PIPE-DEPTH: 8.5  meters
 AB1198
 AB1198  HISTORY     - Date     Condition        Report By
 AB1198  HISTORY     - 1981     MONUMENTED       NGS
 AB1198  HISTORY     - 19910427 GOOD             USPSQD
 AB1198
 AB1198                          STATION DESCRIPTION
 AB1198
 AB1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1198'7.7 KM (4.8 MI) SSE FROM OLMITO.
 AB1198'7.7 KM (4.8 MI) SOUTH SOUTHEAST ALONG U.S. HIGHWAY 77 FROM THE
 AB1198'JUNCTION OF FARM ROADS 803 AND 511 IN OLMITO AT A CROSSOVER AND A
 AB1198'BLACKTOPPED ENTRANCE LEADING SOUTHWEST TO A WHITE HOUSE, SET SOUTHWEST
 AB1198'OF THE SOUTHEAST ONE OF FIVE POLES SUPPORTING A HOLIDAY INN SIGN,
 AB1198'1.8 KM (1.15 MI) NORTH NORTHWEST ALONG U.S. HIGHWAY 77 FROM THE
 AB1198'JUNCTION OF FARM ROAD 802 EAST, 9.1 METERS (30.0 FT) SOUTHWEST OF THE
 AB1198'CENTER OF THE WEST SERVICE ROAD OF U.S. HIGHWAY 77, 7.1 METERS
 AB1198'(23.5 FT) NORTHWEST OF A FIRE HYDRANT, 1.2 METERS (4.0 FT) SOUTH
 AB1198'SOUTHEAST OF A POWERLINE POLE, AND 11.2 METERS (37.0 FT) SOUTH OF THE
 AB1198'SOUTHEAST ONE OF FIVE POLES OF THE HOLIDAY INN SIGN.
 AB1198'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 AB1198'THE MARK IS ABOVE LEVEL WITH SERVICE ROAD.
 AB1198
 AB1198                          STATION RECOVERY (1991)
 AB1198
 AB1198'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0496 ***********************************************************************
 AO0496  FBN         -  This is a Federal Base Network Control Station.
 AO0496  DESIGNATION -  F 1436
 AO0496  PID         -  AO0496
 AO0496  STATE/COUNTY-  TX/WEBB
 AO0496  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0496
 AO0496                         *CURRENT SURVEY CONTROL
 AO0496  ___________________________________________________________________
 AO0496* NAD 83(1993)-  28 00 22.03221(N)    099 32 03.77451(W)     ADJUSTED  
 AO0496* NAVD 88     -       244.448  (meters)     801.99   (feet)  ADJUSTED  
 AO0496  ___________________________________________________________________
 AO0496  X           -    -933,476.861 (meters)                     COMP
 AO0496  Y           -  -5,557,748.008 (meters)                     COMP
 AO0496  Z           -   2,977,207.545 (meters)                     COMP
 AO0496  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AO0496  ELLIP HEIGHT-         220.31  (meters)          (05/01/00) GPS OBS
 AO0496  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AO0496  DYNAMIC HT  -         244.069 (meters)     800.75  (feet)  COMP
 AO0496  MODELED GRAV-     979,091.6   (mgal)                       NAVD 88
 AO0496
 AO0496  HORZ ORDER  -  A
 AO0496  VERT ORDER  -  FIRST     CLASS II
 AO0496  ELLP ORDER  -  THIRD     CLASS I
 AO0496
 AO0496.The horizontal coordinates were established by GPS observations
 AO0496.and adjusted by the National Geodetic Survey in May 2000..
 AO0496
 AO0496.The orthometric height was determined by differential leveling
 AO0496.and adjusted by the National Geodetic Survey in June 1991..
 AO0496
 AO0496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0496
 AO0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0496
 AO0496.The ellipsoidal height was determined by GPS observations
 AO0496.and is referenced to NAD 83.
 AO0496
 AO0496.The geoid height was determined by GEOID03.
 AO0496
 AO0496.The dynamic height is computed by dividing the NAVD 88
 AO0496.geopotential number by the normal gravity value computed on the
 AO0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0496.degrees latitude (g = 980.6199 gals.).
 AO0496
 AO0496.The modeled gravity was interpolated from observed gravity values.
 AO0496
 AO0496;                    North         East     Units Scale Factor Converg.
 AO0496;SPC TX S     - 5,259,622.514   198,258.247   MT  1.00004830   -0 28 10.6
 AO0496;SPC TX S     -17,255,944.86    650,452.27   sFT  1.00004830   -0 28 10.6
 AO0496;UTM  14      - 3,097,995.371   447,460.772   MT  0.99963407   -0 15 03.4
 AO0496
 AO0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0496!SPC TX S     -   0.99996539  x   1.00004830  =   1.00001369
 AO0496!UTM  14      -   0.99996539  x   0.99963407  =   0.99959948
 AO0496
 AO0496                          SUPERSEDED SURVEY CONTROL
 AO0496
 AO0496  NAVD 88 (05/01/00)  244.45   (m)          802.0    (f) LEVELING    3  
 AO0496
 AO0496.Superseded values are not recommended for survey control.
 AO0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0496.See file dsdata.txt to determine how the superseded data were derived.
 AO0496
 AO0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4746197995(NAD 83)
 AO0496_MARKER: I = METAL ROD
 AO0496_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AO0496_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AO0496_STAMPING: F 1436 1982
 AO0496_MARK LOGO: NGS   
 AO0496_PROJECTION: RECESSED 3 CENTIMETERS
 AO0496_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AO0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AO0496+STABILITY: POSITION/ELEVATION WELL
 AO0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0496+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AO0496_ROD/PIPE-DEPTH: 9.4  meters
 AO0496_SLEEVE-DEPTH  : 9.1 meters
 AO0496
 AO0496  HISTORY     - Date     Condition        Report By
 AO0496  HISTORY     - 1982     MONUMENTED       NGS
 AO0496  HISTORY     - 19980302 GOOD             NGS
 AO0496  HISTORY     - 20020326 GOOD             USPSQD
 AO0496
 AO0496                          STATION DESCRIPTION
 AO0496
 AO0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0496'29.7 KM (18.45 MI) NW FROM WEBB.
 AO0496'29.7 KM (18.45 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 AO0496'OF INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, AND ABOUT 1.1 KM
 AO0496'(0.7 MI) NORTHWEST OF A LARGE MICROWAVE TOWER ON THE EAST SIDE OF
 AO0496'HIGHWAY 83, SET BY FENCE AT A PICNIC AREA, ABOUT 0.25 KM (0.15 MI)
 AO0496'SOUTH SOUTHEAST OF A SMALL CONCRETE CULVERT UNDER THE HIGHWAY AND ALSO
 AO0496'ABOUT 0.25 KM (0.15 MI) NORTHWEST OF A LARGE METAL PIPE GATE IN THE
 AO0496'EAST FENCE LINE, 45.1 METERS (148.0 FT) EAST NORTHEAST OF THE CENTER
 AO0496'OF U.S. HIGHWAY 83, 22.8 METERS (75.0 FT) EAST NORTHEAST OF THE CENTER
 AO0496'OF A ASPHALT DRIVE IN THE REST AREA, 14.3 METERS (47.0 FT) NORTHEAST
 AO0496'OF THE SOUTHEAST BRICK PILLAR OF THE PICNIC SHELTER, 14.3 METERS
 AO0496'(47.0 FT) EAST OF THE NORTHEAST PILLAR OF THE SHELTER, 3.0 METERS
 AO0496'(10.0 FT) NORTH OF THE CENTER OF A SET OF CROSSOVER STEPS OVER THE
 AO0496'FENCE, 0.9 METER (3.0 FT) WEST SOUTHWEST OF THE HIGHWAY RIGHT OF WAY
 AO0496'FENCE LINE.
 AO0496'THE MARK IS 0.46 METERS  SSE FROM A WITNESS POST.
 AO0496'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AO0496
 AO0496                          STATION RECOVERY (1998)
 AO0496
 AO0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AO0496'THE STATION IS LOCATED ABOUT 53 KM (32.95 MI) NORTH OF LAREDO, 2.4 KM
 AO0496'(1.50 MI) SOUTH OF STATE HIGHWAY 44, AT AN ABANDONED REST AREA AND IN
 AO0496'THE ROAD RIGHT-OF-WAY.  OWNERSHIP-- TEXAS DEPARTMENT OF
 AO0496'TRANSPORTATION, 11TH AND BRAZOS, AUSTIN, TX 78701, PHONE 512-465-7337.
 AO0496'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 AO0496'HIGHWAY 44, ABOUT 19.3 KM (12.00 MI) WEST OF ENCINAL, GO SOUTH ON
 AO0496'HIGHWAY 83 FOR 2.4 KM (1.50 MI) TO THE STATION ON THE LEFT.  ACCESS
 AO0496'THE STATION VIA ONE OF THE ENTRANCES TO THE ABANDONED REST AREA AND
 AO0496'RETURN TO THIS POINT.  THE MARK IS A PUNCH MARK TOP CENTER OF A DATUM
 AO0496'POINT ON A STAINLESS STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH NGS
 AO0496'VERTICAL LOGO CAP.  THE STATION IS LOCATED 232.3 M (762.1 FT)
 AO0496'NORTH-NORTHWEST FROM A STEEL PIPE FENCE CORNER AT A GATE, 231.5 M
 AO0496'(759.5 FT) NORTH-NORTHWEST FROM A CONCRETE RIGHT-OF-WAY MARKER, 45.1 M
 AO0496'(148.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE HIGHWAY, 2.2 M (7.2
 AO0496'FT) SOUTH FROM A CONCRETE FILLED 7.5 CM DIAMETER STEEL PIPE IN A FENCE
 AO0496'LINE, 1.1 M (3.6 FT) WEST-SOUTHWEST FROM A 1.5 M (4.9 FT) TALL WIRE
 AO0496'FENCE, 0.4 M (1.3 FT) NORTH FROM A METAL NGS WITNESS POST AND 0.4 M
 AO0496'(1.3 FT) SOUTH FROM ANOTHER METAL NGS WITNESS POST.
 AO0496
 AO0496                          STATION RECOVERY (2002)
 AO0496
 AO0496'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0526 ***********************************************************************
 AZ0526  DESIGNATION -  F 1436 X
 AZ0526  PID         -  AZ0526
 AZ0526  STATE/COUNTY-  TX/VAL VERDE
 AZ0526  USGS QUAD   -  DEL RIO SW (1972)
 AZ0526
 AZ0526                         *CURRENT SURVEY CONTROL
 AZ0526  ___________________________________________________________________
 AZ0526* NAD 83(1986)-  29 22 29.     (N)    100 54 09.     (W)     SCALED    
 AZ0526* NAVD 88     -       308.778  (meters)    1013.05   (feet)  ADJUSTED  
 AZ0526  ___________________________________________________________________
 AZ0526  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0526  DYNAMIC HT  -         308.329 (meters)    1011.58  (feet)  COMP
 AZ0526  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0526
 AZ0526  VERT ORDER  -  FIRST     CLASS II
 AZ0526
 AZ0526.The horizontal coordinates were scaled from a topographic map and have
 AZ0526.an estimated accuracy of +/- 6 seconds.
 AZ0526
 AZ0526.The orthometric height was determined by differential leveling
 AZ0526.and adjusted by the National Geodetic Survey in June 1991..
 AZ0526
 AZ0526.The geoid height was determined by GEOID03.
 AZ0526
 AZ0526.The dynamic height is computed by dividing the NAVD 88
 AZ0526.geopotential number by the normal gravity value computed on the
 AZ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0526.degrees latitude (g = 980.6199 gals.).
 AZ0526
 AZ0526.The modeled gravity was interpolated from observed gravity values.
 AZ0526
 AZ0526;                    North         East    Units  Estimated Accuracy
 AZ0526;SPC TXSC     - 4,172,330.      415,330.      MT  (+/- 180 meters Scaled)
 AZ0526
 AZ0526                          SUPERSEDED SURVEY CONTROL
 AZ0526
 AZ0526.No superseded survey control is available for this station.
 AZ0526
 AZ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT153510(NAD 83)
 AZ0526_MARKER: I = METAL ROD
 AZ0526_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0526_SP_SET: STAINLESS STEEL ROD
 AZ0526_STAMPING: F 1436 X 1982
 AZ0526_MARK LOGO: NGS   
 AZ0526_PROJECTION: FLUSH
 AZ0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0526_ROD/PIPE-DEPTH: 2.2  meters
 AZ0526
 AZ0526  HISTORY     - Date     Condition        Report By
 AZ0526  HISTORY     - 1982     MONUMENTED       NGS
 AZ0526  HISTORY     - 19990525 GOOD             USPSQD
 AZ0526
 AZ0526                          STATION DESCRIPTION
 AZ0526
 AZ0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0526'IN DEL RIO.
 AZ0526'THE MARK IS SET AT THE NORTH END OF THE ALLEY BETWEEN U.S. HIGHWAY 90
 AZ0526'AVENUE F STREET AND AVENUE E STREET, SET 0.46 METERS (1.5 FT) NORTH
 AZ0526'NORTHWEST OF THE NORTH NORTHWEST END OF A CONCRETE PILLAR AND WALL
 AZ0526'LEADING SOUTH SOUTHEAST, 8.8 METERS (29.0 FT) SOUTH SOUTHEAST OF THE
 AZ0526'CENTER OF EAST TENTH STREET, 6.0 METERS (20.0 FT) WEST SOUTHWEST OF
 AZ0526'THE BLACK TOP ALLEY, 11.4 METERS (37.5 FT) NORTH OF THE NORTHEAST
 AZ0526'CORNER OF A WHITE WOOD FRAMED HOUSE NUMBER 403, AND 0.76 METER
 AZ0526'(2.5 FT) EAST NORTHEAST OF A POWERLINE POLE.  NOTE, ROD ANCHORED IN
 AZ0526'ROCK.  NOTE, THE DESIGNATION ON THE DATUM POINT IS STAMPED F 1436.
 AZ0526'THE MARK IS 0.46 M ABOVE TENTB.
 AZ0526
 AZ0526                          STATION RECOVERY (1999)
 AZ0526
 AZ0526'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1656 ***********************************************************************
 AY1656  DESIGNATION -  F 1437
 AY1656  PID         -  AY1656
 AY1656  STATE/COUNTY-  TX/BEXAR
 AY1656  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1656
 AY1656                         *CURRENT SURVEY CONTROL
 AY1656  ___________________________________________________________________
 AY1656* NAD 83(1986)-  29 29 30.     (N)    098 33 10.     (W)     SCALED    
 AY1656* NAVD 88     -       267.493  (meters)     877.60   (feet)  ADJUSTED  
 AY1656  ___________________________________________________________________
 AY1656  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AY1656  DYNAMIC HT  -         267.103 (meters)     876.32  (feet)  COMP
 AY1656  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 AY1656
 AY1656  VERT ORDER  -  FIRST     CLASS II
 AY1656
 AY1656.The horizontal coordinates were scaled from a topographic map and have
 AY1656.an estimated accuracy of +/- 6 seconds.
 AY1656
 AY1656.The orthometric height was determined by differential leveling
 AY1656.and adjusted by the National Geodetic Survey in July 2002..
 AY1656
 AY1656.The geoid height was determined by GEOID03.
 AY1656
 AY1656.The dynamic height is computed by dividing the NAVD 88
 AY1656.geopotential number by the normal gravity value computed on the
 AY1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1656.degrees latitude (g = 980.6199 gals.).
 AY1656
 AY1656.The modeled gravity was interpolated from observed gravity values.
 AY1656
 AY1656;                    North         East    Units  Estimated Accuracy
 AY1656;SPC TXSC     - 4,183,870.      643,360.      MT  (+/- 180 meters Scaled)
 AY1656
 AY1656                          SUPERSEDED SURVEY CONTROL
 AY1656
 AY1656  NAVD 88 (06/15/91)  267.500  (m)          877.62   (f) UNKNOWN     1 2
 AY1656
 AY1656.Superseded values are not recommended for survey control.
 AY1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1656.See file dsdata.txt to determine how the superseded data were derived.
 AY1656
 AY1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT433625(NAD 83)
 AY1656_MARKER: I = METAL ROD
 AY1656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1656_SP_SET: STAINLESS STEEL ROD
 AY1656_STAMPING: F 1437 1982
 AY1656_MARK LOGO: NGS   
 AY1656_PROJECTION: FLUSH
 AY1656_MAGNETIC: I = MARKER IS A STEEL ROD
 AY1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1656+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 AY1656_ROD/PIPE-DEPTH: 1.6  meters
 AY1656
 AY1656  HISTORY     - Date     Condition        Report By
 AY1656  HISTORY     - 1982     MONUMENTED       NGS
 AY1656  HISTORY     - 19950413 GOOD             USPSQD
 AY1656  HISTORY     - 19961120 GOOD             NGS
 AY1656
 AY1656                          STATION DESCRIPTION
 AY1656
 AY1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1656'IN SAN ANTONIO.
 AY1656'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1656'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY1656'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY1656'THENCE 7.2 KM (4.50 MI) NORTHWEST ALONG FREDERICKSBURG ROAD AT A
 AY1656'POWERLINE POLE BETWEEN THE WONDERLAND SHOPPING CITY PARKING LOT AND
 AY1656'FREDERICKSBRUG ROAD, MARK IS ABOUT 121.9 METERS (400.0 FT) SOUTHWEST
 AY1656'OF THE WOOLWORTH STORE, 13.4 METERS (44.0 FT) NORTHEAST OF THE CENTER
 AY1656'OF FREDERICKSBURG ROAD, 0.9 METER (3.0 FT) NORTHWEST OF A POWERLINE
 AY1656'POLE 142 603 35 18 ON A 2 BY 5 INCH METAL STRIP WITH A TARANSFORMER,
 AY1656'0.9 METER (3.0 FT) NORTHEAST OF THE NORTHEAST CURB OF FREDERICKSBURG
 AY1656'ROAD, 8.0 METERS (26.5 FT) SOUTHWEST OF THE SOUTHWEST CURB OF A
 AY1656'TRAFFIC LANE AT THE SOUTHWEST SIDE OF THE WONDERLAND PARKING LOT, AND
 AY1656'35.9 METERS (118.0 FT) SOUTHEAST OF A POWERLINE POLE WITH A
 AY1656'TRANSFORMER AND A GUY CABLE TO THE SOUTHEAST.  NOTE, ROD WAS DRIVEN TO
 AY1656'REFUSAL AND ANCHORED AT THIS DEPTH.
 AY1656'THE MARK IS ABOVE LEVEL WITH FREDERICKSBURG ROAD.
 AY1656
 AY1656                          STATION RECOVERY (1995)
 AY1656
 AY1656'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1656'RECOVERED IN GOOD CONDITION.
 AY1656
 AY1656                          STATION RECOVERY (1996)
 AY1656
 AY1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AY1656'IN SAN ANTONIA, AT THE INTERSECTION OF FREDRICKSBURG ROAD AND
 AY1656'HILLCREST DRIVE, 108.6 M (356.3 FT) SOUTHEAST OF THE DRIVE CENTERLINE,
 AY1656'14.4 M (47.2 FT) NORTHEAST OF THE ROAD CENTER, 11.1 M (36.4 FT)
 AY1656'NORTHWEST OF UTILITY POLE NUMBER 142 603 37 15, 8.7 M (28.5 FT)
 AY1656'SOUTHWEST OF THE SOUTHWEST EDGE OF A PARKING LOT, 0.3 M (1.0 FT) BELOW
 AY1656'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH AND SURROUNDED
 AY1656'BY A SIDEWALK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AY1656'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0504 ***********************************************************************
 AO0504  DESIGNATION -  F 1438
 AO0504  PID         -  AO0504
 AO0504  STATE/COUNTY-  TX/DIMMIT
 AO0504  USGS QUAD   -  CATARINA (1982)
 AO0504
 AO0504                         *CURRENT SURVEY CONTROL
 AO0504  ___________________________________________________________________
 AO0504* NAD 83(1986)-  28 15 17.     (N)    099 36 53.     (W)     SCALED    
 AO0504* NAVD 88     -       169.709  (meters)     556.79   (feet)  ADJUSTED  
 AO0504  ___________________________________________________________________
 AO0504  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AO0504  DYNAMIC HT  -         169.450 (meters)     555.94  (feet)  COMP
 AO0504  MODELED GRAV-     979,116.9   (mgal)                       NAVD 88
 AO0504
 AO0504  VERT ORDER  -  FIRST     CLASS II
 AO0504
 AO0504.The horizontal coordinates were scaled from a topographic map and have
 AO0504.an estimated accuracy of +/- 6 seconds.
 AO0504
 AO0504.The orthometric height was determined by differential leveling
 AO0504.and adjusted by the National Geodetic Survey in June 1991..
 AO0504
 AO0504.The geoid height was determined by GEOID03.
 AO0504
 AO0504.The dynamic height is computed by dividing the NAVD 88
 AO0504.geopotential number by the normal gravity value computed on the
 AO0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0504.degrees latitude (g = 980.6199 gals.).
 AO0504
 AO0504.The modeled gravity was interpolated from observed gravity values.
 AO0504
 AO0504;                    North         East    Units  Estimated Accuracy
 AO0504;SPC TXSC     - 4,046,860.      539,680.      MT  (+/- 180 meters Scaled)
 AO0504
 AO0504                          SUPERSEDED SURVEY CONTROL
 AO0504
 AO0504.No superseded survey control is available for this station.
 AO0504
 AO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS397255(NAD 83)
 AO0504_MARKER: I = METAL ROD
 AO0504_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0504+WITH SETTING: INFORMATION.
 AO0504_SP_SET: SHALLOW SET METAL ROD
 AO0504_STAMPING: F 1438 1982
 AO0504_MARK LOGO: NGS   
 AO0504_PROJECTION: FLUSH
 AO0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0504_ROD/PIPE-DEPTH: 3.4  meters
 AO0504
 AO0504  HISTORY     - Date     Condition        Report By
 AO0504  HISTORY     - 1982     MONUMENTED       NGS
 AO0504  HISTORY     - 19970802 GOOD             USPSQD
 AO0504
 AO0504                          STATION DESCRIPTION
 AO0504
 AO0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0504'11.0 KM (6.85 MI) SE FROM CATARINA.
 AO0504'11.0 KM (6.85 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN
 AO0504'CATARINA AT TWO POWER POLES NUMBER 50-8, 27.3 METERS (89.5 FT) WEST OF
 AO0504'CENTERLINE OF THE HIGHWAY, 4.3 METERS (16.5 FT) SOUTHEAST OF EAST POLE
 AO0504'OF TWO POWER POLES NUMBER 50-8, 3.0 METERS (10.0 FT) SOUTH SOUTHEAST
 AO0504'OF BENCH MARK V 1088, WHICH IS TILTED, 0.4 METER (1.4 FT) NORTHEAST OF
 AO0504'A WOODEN FENCE POST AND 0.2 METER (0.8 FT) WEST OF A FENCE.
 AO0504'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 AO0504'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AO0504
 AO0504                          STATION RECOVERY (1997)
 AO0504
 AO0504'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0526 ***********************************************************************
 AO0526  DESIGNATION -  F 1439
 AO0526  PID         -  AO0526
 AO0526  STATE/COUNTY-  TX/DIMMIT
 AO0526  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0526
 AO0526                         *CURRENT SURVEY CONTROL
 AO0526  ___________________________________________________________________
 AO0526* NAD 83(1986)-  28 37 30.     (N)    099 58 31.     (W)     SCALED    
 AO0526* NAVD 88     -       200.388  (meters)     657.44   (feet)  ADJUSTED  
 AO0526  ___________________________________________________________________
 AO0526  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AO0526  DYNAMIC HT  -         200.090 (meters)     656.46  (feet)  COMP
 AO0526  MODELED GRAV-     979,152.9   (mgal)                       NAVD 88
 AO0526
 AO0526  VERT ORDER  -  FIRST     CLASS II
 AO0526
 AO0526.The horizontal coordinates were scaled from a topographic map and have
 AO0526.an estimated accuracy of +/- 6 seconds.
 AO0526
 AO0526.The orthometric height was determined by differential leveling
 AO0526.and adjusted by the National Geodetic Survey in June 1991..
 AO0526
 AO0526.The geoid height was determined by GEOID03.
 AO0526
 AO0526.The dynamic height is computed by dividing the NAVD 88
 AO0526.geopotential number by the normal gravity value computed on the
 AO0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0526.degrees latitude (g = 980.6199 gals.).
 AO0526
 AO0526.The modeled gravity was interpolated from observed gravity values.
 AO0526
 AO0526;                    North         East    Units  Estimated Accuracy
 AO0526;SPC TXSC     - 4,088,140.      504,640.      MT  (+/- 180 meters Scaled)
 AO0526
 AO0526                          SUPERSEDED SURVEY CONTROL
 AO0526
 AO0526.No superseded survey control is available for this station.
 AO0526
 AO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS046668(NAD 83)
 AO0526_MARKER: I = METAL ROD
 AO0526_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0526+WITH SETTING: INFORMATION.
 AO0526_SP_SET: SHALLOW SET METAL ROD
 AO0526_STAMPING: F 1439 1982
 AO0526_MARK LOGO: NGS   
 AO0526_PROJECTION: RECESSED 3 CENTIMETERS
 AO0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0526_ROD/PIPE-DEPTH: 1.8  meters
 AO0526
 AO0526  HISTORY     - Date     Condition        Report By
 AO0526  HISTORY     - 1982     MONUMENTED       NGS
 AO0526  HISTORY     - 19970531 GOOD             USPSQD
 AO0526
 AO0526                          STATION DESCRIPTION
 AO0526
 AO0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0526'17.3 KM (10.75 MI) NW FROM CARRIZO SPRINGS.
 AO0526'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0526'SPRINGS, THENCE 17.3 KM (10.75 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AO0526'0.3 KM (0.2 MI) SOUTH OF A FARM HOUSE AT A PRIVATE DRIVE, 22.5 METERS
 AO0526'(74.0 FT) NORTHWEST OF CENTERLINE OF THE HIGHWAY, 13.3 METERS
 AO0526'(43.7 FT) WEST SOUTHWEST OF TELEPHONE JUNCTION BOX, 10.2 METERS
 AO0526'(33.5 FT) NORTHWEST OF CENTER OF SOUTHWEST END OF CONCRETE CULVERT
 AO0526'HEADWALL, 7.6 METERS (25.0 FT) SOUTH SOUTHEAST FROM BENCH MARK METERS
 AO0526'1086, 7.3 METERS (24.0 FT) SOUTH SOUTHWEST OF SOUTHWEST CORNER OF
 AO0526'CATTLE GUARD, 7.3 METERS (24.0 FT) WEST SOUTHWEST OF CENTERLINE OF
 AO0526'PRIVATE DRIVE, AND 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE, NOTE,
 AO0526'ROD DRIVEN TO REFUSAL
 AO0526'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 AO0526
 AO0526                          STATION RECOVERY (1997)
 AO0526
 AO0526'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0149 ***********************************************************************
 AP0149  DESIGNATION -  F 1440
 AP0149  PID         -  AP0149
 AP0149  STATE/COUNTY-  TX/MAVERICK
 AP0149  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0149
 AP0149                         *CURRENT SURVEY CONTROL
 AP0149  ___________________________________________________________________
 AP0149* NAD 83(1986)-  28 44 57.     (N)    100 29 59.     (W)     SCALED    
 AP0149* NAVD 88     -       228.135  (meters)     748.47   (feet)  ADJUSTED  
 AP0149  ___________________________________________________________________
 AP0149  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AP0149  DYNAMIC HT  -         227.795 (meters)     747.36  (feet)  COMP
 AP0149  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 AP0149
 AP0149  VERT ORDER  -  FIRST     CLASS II
 AP0149
 AP0149.The horizontal coordinates were scaled from a topographic map and have
 AP0149.an estimated accuracy of +/- 6 seconds.
 AP0149
 AP0149.The orthometric height was determined by differential leveling
 AP0149.and adjusted by the National Geodetic Survey in June 1991..
 AP0149
 AP0149.The geoid height was determined by GEOID03.
 AP0149
 AP0149.The dynamic height is computed by dividing the NAVD 88
 AP0149.geopotential number by the normal gravity value computed on the
 AP0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0149.degrees latitude (g = 980.6199 gals.).
 AP0149
 AP0149.The modeled gravity was interpolated from observed gravity values.
 AP0149
 AP0149;                    North         East    Units  Estimated Accuracy
 AP0149;SPC TXSC     - 4,102,440.      453,530.      MT  (+/- 180 meters Scaled)
 AP0149
 AP0149                          SUPERSEDED SURVEY CONTROL
 AP0149
 AP0149.No superseded survey control is available for this station.
 AP0149
 AP0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS535811(NAD 83)
 AP0149_MARKER: I = METAL ROD
 AP0149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0149_SP_SET: STAINLESS STEEL ROD
 AP0149_STAMPING: F 1440 1982
 AP0149_MARK LOGO: NGS   
 AP0149_PROJECTION: FLUSH
 AP0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0149_ROD/PIPE-DEPTH: 2.1  meters
 AP0149
 AP0149  HISTORY     - Date     Condition        Report By
 AP0149  HISTORY     - 1982     MONUMENTED       NGS
 AP0149
 AP0149                          STATION DESCRIPTION
 AP0149
 AP0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0149'5.0 KM (3.1 MI) NORTH FROM EAGLE PASS.
 AP0149'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0149'EAGLE PASS, THENCE 4.75 KM (2.95 MI) NORTH ALONG U.S. HIGHWAY 277,
 AP0149'CEYLON STREET SET AT A POWER POLE NEAR A WATER TOWER, 80.7 METERS
 AP0149'(265.0 FT) WEST OF THE CENTERLINE OF U.S. HIGHWAY 277, 61.8 METERS
 AP0149'(203.0 FT) WEST OF A FIRE HYDRANT, 7.6 METERS (25.0 FT) NORTH OF
 AP0149'SANCHEZ STREET, 2.7 METERS (9.0 FT) EAST OF CENTER OF CYCLONE FENCE
 AP0149'GATE LEADING TO WATER TOWER, 0.7 METER (2.3 FT) EAST OF POWER POLE
 AP0149'WITH TRANSFORMER, 2.2 METERS (7.3 FT) SOUTHWEST OF THE SOUTHWEST
 AP0149'CORNER OF A CHURCH BUILDING, AND 0.4 METER (1.4 FT) SOUTH OF A CYCLONE
 AP0149'FENCE.
 AP0149'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AP0149'THE MARK IS ABOVE LEVEL WITH SANCHEZ STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0892 ***********************************************************************
 CA0892  DESIGNATION -  F 1441
 CA0892  PID         -  CA0892
 CA0892  STATE/COUNTY-  TX/MCCULLOCH
 CA0892  USGS QUAD   -  BRADY SOUTH (1987)
 CA0892
 CA0892                         *CURRENT SURVEY CONTROL
 CA0892  ___________________________________________________________________
 CA0892* NAD 83(1986)-  31 01 07.     (N)    099 16 38.     (W)     SCALED    
 CA0892* NAVD 88     -       514.451  (meters)    1687.83   (feet)  ADJUSTED  
 CA0892  ___________________________________________________________________
 CA0892  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CA0892  DYNAMIC HT  -         513.756 (meters)    1685.55  (feet)  COMP
 CA0892  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 CA0892
 CA0892  VERT ORDER  -  FIRST     CLASS II
 CA0892
 CA0892.The horizontal coordinates were scaled from a topographic map and have
 CA0892.an estimated accuracy of +/- 6 seconds.
 CA0892
 CA0892.The orthometric height was determined by differential leveling
 CA0892.and adjusted by the National Geodetic Survey in June 1991..
 CA0892
 CA0892.The geoid height was determined by GEOID03.
 CA0892
 CA0892.The dynamic height is computed by dividing the NAVD 88
 CA0892.geopotential number by the normal gravity value computed on the
 CA0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0892.degrees latitude (g = 980.6199 gals.).
 CA0892
 CA0892.The modeled gravity was interpolated from observed gravity values.
 CA0892
 CA0892;                    North         East    Units  Estimated Accuracy
 CA0892;SPC TX C     - 3,150,350.      800,830.      MT  (+/- 180 meters Scaled)
 CA0892
 CA0892                          SUPERSEDED SURVEY CONTROL
 CA0892
 CA0892.No superseded survey control is available for this station.
 CA0892
 CA0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV735316(NAD 83)
 CA0892_MARKER: DB = BENCH MARK DISK
 CA0892_SETTING: 66 = SET IN ROCK OUTCROP
 CA0892_SP_SET: ROCK OUTCROP
 CA0892_STAMPING: F 1441 1982
 CA0892_MARK LOGO: NGS   
 CA0892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0892+STABILITY: POSITION/ELEVATION WELL
 CA0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0892+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 CA0892
 CA0892  HISTORY     - Date     Condition        Report By
 CA0892  HISTORY     - 1982     MONUMENTED       NGS
 CA0892  HISTORY     - 19950826 GOOD             USPSQD
 CA0892  HISTORY     - 20060318 GOOD             USPSQD
 CA0892
 CA0892                          STATION DESCRIPTION
 CA0892
 CA0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0892'14.4 KM (8.95 MI) SE FROM BRADY.
 CA0892'14.4 KM (8.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 CA0892'IN BRADY, SET IN 5 BY 5 FOOT OUTCROP 10 FEET ABOVE THE HIGHWAY,
 CA0892'38.4 METERS (126.0 FT) NORTHEAST OF CENTERLINE OF HIGHWAY, 10.3 METERS
 CA0892'(34.0 FT) NORTH NORTHWEST OF TEXAS HIGHWAY BASE LINE STATION CONCRETE
 CA0892'MARKER, 4.8 METERS (16.0 FT) SOUTHEAST OF TELEPHONE POLE NUMBER 3 E
 CA0892'36, 2.1 METERS (7.0 FT) SOUTH SOUTHWEST OF A 12 INCH, 6 FOOT WOODEN
 CA0892'FENCE POST, AND 1.5 METERS (5.0 FT) SOUTH SOUTHWEST OF A FENCE.
 CA0892'THE MARK IS 1.2 METERS  W FROM A WITNESS POST.
 CA0892'THE MARK IS 3.0 M ABOVE HIGHWAY.
 CA0892
 CA0892                          STATION RECOVERY (1995)
 CA0892
 CA0892'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0892'RECOVERED IN GOOD CONDITION.
 CA0892
 CA0892                          STATION RECOVERY (2006)
 CA0892
 CA0892'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0892'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0700 ***********************************************************************
 CB0700  DESIGNATION -  F 1442
 CB0700  PID         -  CB0700
 CB0700  STATE/COUNTY-  TX/REAGAN
 CB0700  USGS QUAD   -  WITCO (1971)
 CB0700
 CB0700                         *CURRENT SURVEY CONTROL
 CB0700  ___________________________________________________________________
 CB0700* NAD 83(1986)-  31 09 58.     (N)    101 20 38.     (W)     SCALED    
 CB0700* NAVD 88     -       837.661  (meters)    2748.23   (feet)  ADJUSTED  
 CB0700  ___________________________________________________________________
 CB0700  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CB0700  DYNAMIC HT  -         836.441 (meters)    2744.22  (feet)  COMP
 CB0700  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 CB0700
 CB0700  VERT ORDER  -  FIRST     CLASS II
 CB0700
 CB0700.The horizontal coordinates were scaled from a topographic map and have
 CB0700.an estimated accuracy of +/- 6 seconds.
 CB0700
 CB0700.The orthometric height was determined by differential leveling
 CB0700.and adjusted by the National Geodetic Survey in June 1991..
 CB0700
 CB0700.The geoid height was determined by GEOID03.
 CB0700
 CB0700.The dynamic height is computed by dividing the NAVD 88
 CB0700.geopotential number by the normal gravity value computed on the
 CB0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0700.degrees latitude (g = 980.6199 gals.).
 CB0700
 CB0700.The modeled gravity was interpolated from observed gravity values.
 CB0700
 CB0700;                    North         East    Units  Estimated Accuracy
 CB0700;SPC TX C     - 3,166,660.      603,670.      MT  (+/- 180 meters Scaled)
 CB0700
 CB0700                          SUPERSEDED SURVEY CONTROL
 CB0700
 CB0700.No superseded survey control is available for this station.
 CB0700
 CB0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV765503(NAD 83)
 CB0700_MARKER: DB = BENCH MARK DISK
 CB0700_SETTING: 66 = SET IN ROCK OUTCROP
 CB0700_SP_SET: ROCK OUTCROP
 CB0700_STAMPING: F 1442 1981
 CB0700_MARK LOGO: NGS   
 CB0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0700+STABILITY: POSITION/ELEVATION WELL
 CB0700
 CB0700  HISTORY     - Date     Condition        Report By
 CB0700  HISTORY     - 1981     MONUMENTED       NGS
 CB0700
 CB0700                          STATION DESCRIPTION
 CB0700
 CB0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0700'12.4 KM (7.7 MI) EAST FROM BIG LAKE.
 CB0700'12.4 KM (7.7 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0700'WITH STATE HIGHWAY 137 IN BIG LAKE, 0.5 KM (0.3 MI) EAST OF A SIDE
 CB0700'ROAD LEADING SOUTH, IN TOP OF A 5 BY 3 FT EXPOSED AREA OF OUTCROPPING
 CB0700'BEDROCK, 14.8 METERS (48.6 FT) SOUTH-SOUTHWEST OF A FENCE AND 13.2
 CB0700'METERS (43.3 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CB0700'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 CB0700'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0728 ***********************************************************************
 CB0728  DESIGNATION -  F 1443
 CB0728  PID         -  CB0728
 CB0728  STATE/COUNTY-  TX/IRION
 CB0728  USGS QUAD   -  NOELKE NE (1987)
 CB0728
 CB0728                         *CURRENT SURVEY CONTROL
 CB0728  ___________________________________________________________________
 CB0728* NAD 83(1986)-  31 11 48.     (N)    100 52 27.     (W)     SCALED    
 CB0728* NAVD 88     -       697.888  (meters)    2289.65   (feet)  ADJUSTED  
 CB0728  ___________________________________________________________________
 CB0728  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CB0728  DYNAMIC HT  -         696.905 (meters)    2286.43  (feet)  COMP
 CB0728  MODELED GRAV-     979,209.9   (mgal)                       NAVD 88
 CB0728
 CB0728  VERT ORDER  -  FIRST     CLASS II
 CB0728
 CB0728.The horizontal coordinates were scaled from a topographic map and have
 CB0728.an estimated accuracy of +/- 6 seconds.
 CB0728
 CB0728.The orthometric height was determined by differential leveling
 CB0728.and adjusted by the National Geodetic Survey in June 1991..
 CB0728
 CB0728.The geoid height was determined by GEOID03.
 CB0728
 CB0728.The dynamic height is computed by dividing the NAVD 88
 CB0728.geopotential number by the normal gravity value computed on the
 CB0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0728.degrees latitude (g = 980.6199 gals.).
 CB0728
 CB0728.The modeled gravity was interpolated from observed gravity values.
 CB0728
 CB0728;                    North         East    Units  Estimated Accuracy
 CB0728;SPC TX C     - 3,169,730.      648,460.      MT  (+/- 180 meters Scaled)
 CB0728
 CB0728                          SUPERSEDED SURVEY CONTROL
 CB0728
 CB0728.No superseded survey control is available for this station.
 CB0728
 CB0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV214529(NAD 83)
 CB0728_MARKER: DB = BENCH MARK DISK
 CB0728_SETTING: 66 = SET IN ROCK OUTCROP
 CB0728_SP_SET: ROCK OUTCROP
 CB0728_STAMPING: F 1443 1981
 CB0728_MARK LOGO: NGS   
 CB0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0728+STABILITY: POSITION/ELEVATION WELL
 CB0728
 CB0728  HISTORY     - Date     Condition        Report By
 CB0728  HISTORY     - 1981     MONUMENTED       NGS
 CB0728
 CB0728                          STATION DESCRIPTION
 CB0728
 CB0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0728'9.3 KM (5.75 MI) SW FROM MERTZON.
 CB0728'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0728'MERTZON, THENCE 9.2 KM (5.7 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 67,
 CB0728'0.2 KM (0.1 MI) SOUTHWEST OF A SIDE ROAD LEADING SOUTH, 21.4 METERS
 CB0728'(70.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.4 METERS
 CB0728'(27.6 FT) NORTHWEST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA
 CB0728'FE RAILROAD AND 4.7 METERS (15.4 FT) SOUTH-SOUTHEAST OF UTILITY POLE
 CB0728'NUMBER E 44.
 CB0728'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0477 ***********************************************************************
 AZ0477  DESIGNATION -  F 1444
 AZ0477  PID         -  AZ0477
 AZ0477  STATE/COUNTY-  TX/EDWARDS
 AZ0477  USGS QUAD   -  CARTA VALLEY SE (1978)
 AZ0477
 AZ0477                         *CURRENT SURVEY CONTROL
 AZ0477  ___________________________________________________________________
 AZ0477* NAD 83(1986)-  29 48 02.     (N)    100 36 31.     (W)     SCALED    
 AZ0477* NAVD 88     -       617.795  (meters)    2026.88   (feet)  ADJUSTED  
 AZ0477  ___________________________________________________________________
 AZ0477  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 AZ0477  DYNAMIC HT  -         616.874 (meters)    2023.86  (feet)  COMP
 AZ0477  MODELED GRAV-     979,131.5   (mgal)                       NAVD 88
 AZ0477
 AZ0477  VERT ORDER  -  FIRST     CLASS II
 AZ0477
 AZ0477.The horizontal coordinates were scaled from a topographic map and have
 AZ0477.an estimated accuracy of +/- 6 seconds.
 AZ0477
 AZ0477.The orthometric height was determined by differential leveling
 AZ0477.and adjusted by the National Geodetic Survey in June 1991..
 AZ0477
 AZ0477.The geoid height was determined by GEOID03.
 AZ0477
 AZ0477.The dynamic height is computed by dividing the NAVD 88
 AZ0477.geopotential number by the normal gravity value computed on the
 AZ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0477.degrees latitude (g = 980.6199 gals.).
 AZ0477
 AZ0477.The modeled gravity was interpolated from observed gravity values.
 AZ0477
 AZ0477;                    North         East    Units  Estimated Accuracy
 AZ0477;SPC TXSC     - 4,219,090.      444,500.      MT  (+/- 180 meters Scaled)
 AZ0477
 AZ0477                          SUPERSEDED SURVEY CONTROL
 AZ0477
 AZ0477.No superseded survey control is available for this station.
 AZ0477
 AZ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT445977(NAD 83)
 AZ0477_MARKER: DB = BENCH MARK DISK
 AZ0477_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0477_SP_SET: ROCK OUTCROP
 AZ0477_STAMPING: F 1444 1981
 AZ0477_MARK LOGO: NGS   
 AZ0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0477+STABILITY: POSITION/ELEVATION WELL
 AZ0477
 AZ0477  HISTORY     - Date     Condition        Report By
 AZ0477  HISTORY     - 1981     MONUMENTED       NGS
 AZ0477
 AZ0477                          STATION DESCRIPTION
 AZ0477
 AZ0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0477'56.1 KM (34.85 MI) SW FROM ROCKSPRINGS.
 AZ0477'56.1 KM (34.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0477'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, 1.0 KM (0.6 MI)
 AZ0477'SOUTHWEST OF THE JUNCTION OF RANCH ROAD 2523, IN A 9 BY 15 FT EXPOSED
 AZ0477'AREA OF OUTCROPPING BEDROCK, 42.4 METERS (139.1 FT) NORTHWEST OF THE
 AZ0477'CENTERLINE OF THE HIGHWAY, 32.3 METERS (106.0 FT) SOUTHWEST OF A FENCE
 AZ0477'AND 31.7 METERS (104.0 FT) NORTHWEST OF A FENCE.
 AZ0477'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 AZ0477'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0416 ***********************************************************************
 BO0416  DESIGNATION -  F 1445
 BO0416  PID         -  BO0416
 BO0416  STATE/COUNTY-  TX/EDWARDS
 BO0416  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0416
 BO0416                         *CURRENT SURVEY CONTROL
 BO0416  ___________________________________________________________________
 BO0416* NAD 83(1986)-  30 02 58.     (N)    100 10 24.     (W)     SCALED    
 BO0416* NAVD 88     -       722.573  (meters)    2370.64   (feet)  ADJUSTED  
 BO0416  ___________________________________________________________________
 BO0416  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0416  DYNAMIC HT  -         721.502 (meters)    2367.13  (feet)  COMP
 BO0416  MODELED GRAV-     979,135.4   (mgal)                       NAVD 88
 BO0416
 BO0416  VERT ORDER  -  FIRST     CLASS II
 BO0416
 BO0416.The horizontal coordinates were scaled from a topographic map and have
 BO0416.an estimated accuracy of +/- 6 seconds.
 BO0416
 BO0416.The orthometric height was determined by differential leveling
 BO0416.and adjusted by the National Geodetic Survey in June 1991..
 BO0416
 BO0416.The geoid height was determined by GEOID03.
 BO0416
 BO0416.The dynamic height is computed by dividing the NAVD 88
 BO0416.geopotential number by the normal gravity value computed on the
 BO0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0416.degrees latitude (g = 980.6199 gals.).
 BO0416
 BO0416.The modeled gravity was interpolated from observed gravity values.
 BO0416
 BO0416;                    North         East    Units  Estimated Accuracy
 BO0416;SPC TXSC     - 4,246,180.      486,850.      MT  (+/- 180 meters Scaled)
 BO0416
 BO0416                          SUPERSEDED SURVEY CONTROL
 BO0416
 BO0416.No superseded survey control is available for this station.
 BO0416
 BO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU868248(NAD 83)
 BO0416_MARKER: DB = BENCH MARK DISK
 BO0416_SETTING: 66 = SET IN ROCK OUTCROP
 BO0416_SP_SET: ROCK OUTCROP
 BO0416_STAMPING: F 1445 1981
 BO0416_MARK LOGO: NGS   
 BO0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0416+STABILITY: POSITION/ELEVATION WELL
 BO0416
 BO0416  HISTORY     - Date     Condition        Report By
 BO0416  HISTORY     - 1981     MONUMENTED       NGS
 BO0416
 BO0416                          STATION DESCRIPTION
 BO0416
 BO0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0416'5.2 KM (3.25 MI) NE FROM ROCKSPRINGS.
 BO0416'5.2 KM (3.25 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0416'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 6 BY 15 FT EXPOSED
 BO0416'AREA OF OUTCROPPING BEDROCK, 26.6 METERS (87.3 FT) SOUTH-SOUTHWEST OF
 BO0416'THE SOUTH-SOUTHWEST CORNER OF A SMALL BOX CULVERT, 17.0 METERS (55.8
 BO0416'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.2 METERS (13.8 FT)
 BO0416'NORTH-NORTHEAST OF A UTILITY POLE AND 0.5 METER (1.6 FT) NORTHWEST OF
 BO0416'A FENCE.
 BO0416'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 BO0416'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0753 ***********************************************************************
 CB0753  DESIGNATION -  F 1446
 CB0753  PID         -  CB0753
 CB0753  STATE/COUNTY-  TX/TOM GREEN
 CB0753  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0753
 CB0753                         *CURRENT SURVEY CONTROL
 CB0753  ___________________________________________________________________
 CB0753* NAD 83(1986)-  31 25 28.     (N)    100 29 45.     (W)     SCALED    
 CB0753* NAVD 88     -       577.561  (meters)    1894.88   (feet)  ADJUSTED  
 CB0753  ___________________________________________________________________
 CB0753  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CB0753  DYNAMIC HT  -         576.771 (meters)    1892.29  (feet)  COMP
 CB0753  MODELED GRAV-     979,253.2   (mgal)                       NAVD 88
 CB0753
 CB0753  VERT ORDER  -  FIRST     CLASS II
 CB0753
 CB0753.The horizontal coordinates were scaled from a topographic map and have
 CB0753.an estimated accuracy of +/- 6 seconds.
 CB0753
 CB0753.The orthometric height was determined by differential leveling
 CB0753.and adjusted by the National Geodetic Survey in June 1991..
 CB0753
 CB0753.The geoid height was determined by GEOID03.
 CB0753
 CB0753.The dynamic height is computed by dividing the NAVD 88
 CB0753.geopotential number by the normal gravity value computed on the
 CB0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0753.degrees latitude (g = 980.6199 gals.).
 CB0753
 CB0753.The modeled gravity was interpolated from observed gravity values.
 CB0753
 CB0753;                    North         East    Units  Estimated Accuracy
 CB0753;SPC TX C     - 3,194,870.      684,550.      MT  (+/- 180 meters Scaled)
 CB0753
 CB0753                          SUPERSEDED SURVEY CONTROL
 CB0753
 CB0753.No superseded survey control is available for this station.
 CB0753
 CB0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV578776(NAD 83)
 CB0753_MARKER: DB = BENCH MARK DISK
 CB0753_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CB0753_SP_SET: PIER
 CB0753_STAMPING: F 1446 1981
 CB0753_MARK LOGO: NGS   
 CB0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB0753+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 CB0753
 CB0753  HISTORY     - Date     Condition        Report By
 CB0753  HISTORY     - 1981     MONUMENTED       NGS
 CB0753  HISTORY     - 20031127 GOOD             USPSQD
 CB0753  HISTORY     - 20050728 GOOD             USPSQD
 CB0753
 CB0753                          STATION DESCRIPTION
 CB0753
 CB0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0753'8.2 KM (5.1 MI) SW FROM SAN ANGELO.
 CB0753'5.5 KM (3.4 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CB0753'RAILROAD FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 2.7 KM (1.7
 CB0753'MI) NORTHWESTERLY ALONG STATE HIGHWAY LOOP 306, AT THE SOUTHWEST
 CB0753'BOULEVARD OVERPASS, SET VERTICALLY IN THE SOUTHEAST FACE OF THE MOST
 CB0753'NORTHEASTERLY ONE OF TWO PIERS OF THE WEST BOUND LANES OF THE HIGHWAY
 CB0753'AND 13.9 METERS (45.6 FT) SOUTHEAST OF THE CENTER OF THE BOULEVARD.
 CB0753'THE MARK IS 1.3 M ABOVE THE GROUND.
 CB0753
 CB0753                          STATION RECOVERY (2003)
 CB0753
 CB0753'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0753'RECOVERED IN GOOD CONDITION.
 CB0753
 CB0753                          STATION RECOVERY (2005)
 CB0753
 CB0753'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CB0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0801 ***********************************************************************
 CA0801  DESIGNATION -  F 1447
 CA0801  PID         -  CA0801
 CA0801  STATE/COUNTY-  TX/MCCULLOCH
 CA0801  USGS QUAD   -  BRADY SOUTH (1987)
 CA0801
 CA0801                         *CURRENT SURVEY CONTROL
 CA0801  ___________________________________________________________________
 CA0801* NAD 83(1986)-  31 04 46.     (N)    099 21 27.     (W)     SCALED    
 CA0801* NAVD 88     -       554.412  (meters)    1818.93   (feet)  ADJUSTED  
 CA0801  ___________________________________________________________________
 CA0801  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CA0801  DYNAMIC HT  -         553.664 (meters)    1816.48  (feet)  COMP
 CA0801  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 CA0801
 CA0801  VERT ORDER  -  FIRST     CLASS II
 CA0801
 CA0801.The horizontal coordinates were scaled from a topographic map and have
 CA0801.an estimated accuracy of +/- 6 seconds.
 CA0801
 CA0801.The orthometric height was determined by differential leveling
 CA0801.and adjusted by the National Geodetic Survey in June 1991..
 CA0801
 CA0801.The geoid height was determined by GEOID03.
 CA0801
 CA0801.The dynamic height is computed by dividing the NAVD 88
 CA0801.geopotential number by the normal gravity value computed on the
 CA0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0801.degrees latitude (g = 980.6199 gals.).
 CA0801
 CA0801.The modeled gravity was interpolated from observed gravity values.
 CA0801
 CA0801;                    North         East    Units  Estimated Accuracy
 CA0801;SPC TX C     - 3,157,020.      793,110.      MT  (+/- 180 meters Scaled)
 CA0801
 CA0801                          SUPERSEDED SURVEY CONTROL
 CA0801
 CA0801.No superseded survey control is available for this station.
 CA0801
 CA0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV658384(NAD 83)
 CA0801_MARKER: DB = BENCH MARK DISK
 CA0801_SETTING: 66 = SET IN ROCK OUTCROP
 CA0801_SP_SET: ROCK OUTCROP
 CA0801_STAMPING: F 1447 1981
 CA0801_MARK LOGO: NGS   
 CA0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0801
 CA0801  HISTORY     - Date     Condition        Report By
 CA0801  HISTORY     - 1981     MONUMENTED       NGS
 CA0801  HISTORY     - 19950827 GOOD             USPSQD
 CA0801
 CA0801                          STATION DESCRIPTION
 CA0801
 CA0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0801'6.7 KM (4.2 MI) SW FROM BRADY.
 CA0801'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0801'THE COURTHOUSE IN BRADY, THENCE 4.4 KM (2.75 MI) SOUTHWESTERLY ALONG
 CA0801'U.S. HIGHWAY 190, IN A 2 BY 2 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 CA0801'0.1 KM (0.05 MI) SOUTHWEST OF A SMALL CULVERT, 9.8 METERS (32.2 FT)
 CA0801'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 8.6 METERS (28.2 FT)
 CA0801'SOUTHEAST OF A FENCE.
 CA0801'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CA0801
 CA0801                          STATION RECOVERY (1995)
 CA0801
 CA0801'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0484 ***********************************************************************
 BN0484  DESIGNATION -  F 1448
 BN0484  PID         -  BN0484
 BN0484  STATE/COUNTY-  TX/MENARD
 BN0484  USGS QUAD   -  CHAPMAN DRAW (1987)
 BN0484
 BN0484                         *CURRENT SURVEY CONTROL
 BN0484  ___________________________________________________________________
 BN0484* NAD 83(1986)-  30 57 41.     (N)    099 41 33.     (W)     SCALED    
 BN0484* NAVD 88     -       600.583  (meters)    1970.41   (feet)  ADJUSTED  
 BN0484  ___________________________________________________________________
 BN0484  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BN0484  DYNAMIC HT  -         599.747 (meters)    1967.67  (feet)  COMP
 BN0484  MODELED GRAV-     979,228.7   (mgal)                       NAVD 88
 BN0484
 BN0484  VERT ORDER  -  FIRST     CLASS II
 BN0484
 BN0484.The horizontal coordinates were scaled from a topographic map and have
 BN0484.an estimated accuracy of +/- 6 seconds.
 BN0484
 BN0484.The orthometric height was determined by differential leveling
 BN0484.and adjusted by the National Geodetic Survey in June 1991..
 BN0484
 BN0484.The geoid height was determined by GEOID03.
 BN0484
 BN0484.The dynamic height is computed by dividing the NAVD 88
 BN0484.geopotential number by the normal gravity value computed on the
 BN0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0484.degrees latitude (g = 980.6199 gals.).
 BN0484
 BN0484.The modeled gravity was interpolated from observed gravity values.
 BN0484
 BN0484;                    North         East    Units  Estimated Accuracy
 BN0484;SPC TX C     - 3,143,700.      761,220.      MT  (+/- 180 meters Scaled)
 BN0484
 BN0484                          SUPERSEDED SURVEY CONTROL
 BN0484
 BN0484.No superseded survey control is available for this station.
 BN0484
 BN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV338255(NAD 83)
 BN0484_MARKER: DB = BENCH MARK DISK
 BN0484_SETTING: 66 = SET IN ROCK OUTCROP
 BN0484_SP_SET: ROCK OUTCROP
 BN0484_STAMPING: F 1448 1981
 BN0484_MARK LOGO: NGS   
 BN0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0484+STABILITY: POSITION/ELEVATION WELL
 BN0484
 BN0484  HISTORY     - Date     Condition        Report By
 BN0484  HISTORY     - 1981     MONUMENTED       NGS
 BN0484  HISTORY     - 19951104 GOOD             USPSQD
 BN0484
 BN0484                          STATION DESCRIPTION
 BN0484
 BN0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0484'8.9 KM (5.55 MI) NE FROM MENARD.
 BN0484'8.9 KM (5.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 BN0484'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, AT A SMALL
 BN0484'HIGHWAY CUT BANK, IN A 4 BY 30 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 BN0484'26.7 METERS (87.6 FT) WEST OF THE NORTHWEST CORNER OF A SMALL BRIDGE
 BN0484'OVER CHAPMAN DRAW, 22.2 METERS (72.8 FT) EAST-NORTHEAST OF THE WEST
 BN0484'END OF A GUARD RAIL, 9.9 METERS (32.5 FT) NORTH OF THE CENTERLINE OF
 BN0484'THE HIGHWAY AND 7.9 METERS (25.9 FT) SOUTH OF A FENCE.
 BN0484'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BN0484'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BN0484
 BN0484                          STATION RECOVERY (1995)
 BN0484
 BN0484'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0462 ***********************************************************************
 BN0462  DESIGNATION -  F 1449
 BN0462  PID         -  BN0462
 BN0462  STATE/COUNTY-  TX/MENARD
 BN0462  USGS QUAD   -  JULIO DRAW (1970)
 BN0462
 BN0462                         *CURRENT SURVEY CONTROL
 BN0462  ___________________________________________________________________
 BN0462* NAD 83(1986)-  30 44 37.     (N)    099 46 16.     (W)     SCALED    
 BN0462* NAVD 88     -       677.389  (meters)    2222.40   (feet)  ADJUSTED  
 BN0462  ___________________________________________________________________
 BN0462  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BN0462  DYNAMIC HT  -         676.430 (meters)    2219.25  (feet)  COMP
 BN0462  MODELED GRAV-     979,203.6   (mgal)                       NAVD 88
 BN0462
 BN0462  VERT ORDER  -  FIRST     CLASS II
 BN0462
 BN0462.The horizontal coordinates were scaled from a topographic map and have
 BN0462.an estimated accuracy of +/- 6 seconds.
 BN0462
 BN0462.The orthometric height was determined by differential leveling
 BN0462.and adjusted by the National Geodetic Survey in June 1991..
 BN0462
 BN0462.The geoid height was determined by GEOID03.
 BN0462
 BN0462.The dynamic height is computed by dividing the NAVD 88
 BN0462.geopotential number by the normal gravity value computed on the
 BN0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0462.degrees latitude (g = 980.6199 gals.).
 BN0462
 BN0462.The modeled gravity was interpolated from observed gravity values.
 BN0462
 BN0462;                    North         East    Units  Estimated Accuracy
 BN0462;SPC TX C     - 3,119,520.      753,830.      MT  (+/- 180 meters Scaled)
 BN0462
 BN0462                          SUPERSEDED SURVEY CONTROL
 BN0462
 BN0462.No superseded survey control is available for this station.
 BN0462
 BN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV261014(NAD 83)
 BN0462_MARKER: I = METAL ROD
 BN0462_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0462+WITH SETTING: INFORMATION.
 BN0462_SP_SET: SHALLOW SET METAL ROD
 BN0462_STAMPING: F 1449 1982
 BN0462_MARK LOGO: NGS   
 BN0462_PROJECTION: FLUSH
 BN0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0462_ROD/PIPE-DEPTH: 0.9  meters
 BN0462
 BN0462  HISTORY     - Date     Condition        Report By
 BN0462  HISTORY     - 1982     MONUMENTED       NGS
 BN0462  HISTORY     - 1991     GOOD             USPSQD
 BN0462  HISTORY     - 19960806 GOOD             USPSQD
 BN0462
 BN0462                          STATION DESCRIPTION
 BN0462
 BN0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0462'22.6 KM (14.05 MI) SOUT FROM MENARD.
 BN0462'22.6 KM (14.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0462'WITH U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, 0.4 KM (0.25 MI)
 BN0462'NORTH OF A T-FENCE CORNER, 14.9 METERS (48.9 FT) WEST OF THE
 BN0462'CENTERLINE OF THE HIGHWAY AND 1.2 METERS (3.9 FT) NORTH OF A UTILITY
 BN0462'POLE.  NOTE=REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM POINT
 BN0462'IS THROUGH A 5-INCH LOGO CAP.
 BN0462'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 BN0462'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0462
 BN0462                          STATION RECOVERY (1991)
 BN0462
 BN0462'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0462'RECOVERED IN GOOD CONDITION.
 BN0462
 BN0462                          STATION RECOVERY (1996)
 BN0462
 BN0462'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0887 ***********************************************************************
 CA0887  DESIGNATION -  F 1450
 CA0887  PID         -  CA0887
 CA0887  STATE/COUNTY-  TX/COLEMAN
 CA0887  USGS QUAD   -  NOVICE EAST (1987)
 CA0887
 CA0887                         *CURRENT SURVEY CONTROL
 CA0887  ___________________________________________________________________
 CA0887* NAD 83(1986)-  31 57 25.     (N)    099 32 27.     (W)     SCALED    
 CA0887* NAVD 88     -       604.130  (meters)    1982.05   (feet)  ADJUSTED  
 CA0887  ___________________________________________________________________
 CA0887  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CA0887  DYNAMIC HT  -         603.332 (meters)    1979.43  (feet)  COMP
 CA0887  MODELED GRAV-     979,300.1   (mgal)                       NAVD 88
 CA0887
 CA0887  VERT ORDER  -  FIRST     CLASS II
 CA0887
 CA0887.The horizontal coordinates were scaled from a topographic map and have
 CA0887.an estimated accuracy of +/- 6 seconds.
 CA0887
 CA0887.The orthometric height was determined by differential leveling
 CA0887.and adjusted by the National Geodetic Survey in June 1991..
 CA0887
 CA0887.The geoid height was determined by GEOID03.
 CA0887
 CA0887.The dynamic height is computed by dividing the NAVD 88
 CA0887.geopotential number by the normal gravity value computed on the
 CA0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0887.degrees latitude (g = 980.6199 gals.).
 CA0887
 CA0887.The modeled gravity was interpolated from observed gravity values.
 CA0887
 CA0887;                    North         East    Units  Estimated Accuracy
 CA0887;SPC TX C     - 3,254,170.      774,920.      MT  (+/- 180 meters Scaled)
 CA0887
 CA0887                          SUPERSEDED SURVEY CONTROL
 CA0887
 CA0887.No superseded survey control is available for this station.
 CA0887
 CA0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA488357(NAD 83)
 CA0887_MARKER: I = METAL ROD
 CA0887_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0887_SP_SET: STAINLESS STEEL ROD
 CA0887_STAMPING: F 1450 1982
 CA0887_MARK LOGO: NGS   
 CA0887_PROJECTION: FLUSH
 CA0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0887_ROD/PIPE-DEPTH: 4.6  meters
 CA0887
 CA0887  HISTORY     - Date     Condition        Report By
 CA0887  HISTORY     - 1982     MONUMENTED       NGS
 CA0887
 CA0887                          STATION DESCRIPTION
 CA0887
 CA0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0887'16.1 KM (10.0 MI) NW FROM COLEMAN.
 CA0887'16.1 KM (10.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CA0887'JUNCTION WITH U.S. HIGHWAY 283 AT THE NORTH EDGE OF COLEMAN, 0.3 KM
 CA0887'(0.2 MI) SOUTHEAST OF A CROSSROAD IN SILVER VALLEY, 28.8 METERS (94.5
 CA0887'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.8 METERS (32.2 FT)
 CA0887'NORTHEAST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 CA0887'RAILROAD AND 1.5 METERS (4.9 FT) NORTHWEST OF A UTILITY POLE.
 CA0887'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0887'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CA0887'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0841 ***********************************************************************
 CT0841  DESIGNATION -  F 1451
 CT0841  PID         -  CT0841
 CT0841  STATE/COUNTY-  TX/TAYLOR
 CT0841  USGS QUAD   -  POTOSI (1984)
 CT0841
 CT0841                         *CURRENT SURVEY CONTROL
 CT0841  ___________________________________________________________________
 CT0841* NAD 83(1986)-  32 19 49.     (N)    099 44 57.     (W)     SCALED    
 CT0841* NAVD 88     -       562.103  (meters)    1844.17   (feet)  ADJUSTED  
 CT0841  ___________________________________________________________________
 CT0841  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CT0841  DYNAMIC HT  -         561.368 (meters)    1841.75  (feet)  COMP
 CT0841  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 CT0841
 CT0841  VERT ORDER  -  FIRST     CLASS II
 CT0841
 CT0841.The horizontal coordinates were scaled from a topographic map and have
 CT0841.an estimated accuracy of +/- 6 seconds.
 CT0841
 CT0841.The orthometric height was determined by differential leveling
 CT0841.and adjusted by the National Geodetic Survey in June 1991..
 CT0841
 CT0841.The geoid height was determined by GEOID03.
 CT0841
 CT0841.The dynamic height is computed by dividing the NAVD 88
 CT0841.geopotential number by the normal gravity value computed on the
 CT0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0841.degrees latitude (g = 980.6199 gals.).
 CT0841
 CT0841.The modeled gravity was interpolated from observed gravity values.
 CT0841
 CT0841;                    North         East    Units  Estimated Accuracy
 CT0841;SPC TXNC     - 2,074,290.      482,400.      MT  (+/- 180 meters Scaled)
 CT0841
 CT0841                          SUPERSEDED SURVEY CONTROL
 CT0841
 CT0841.No superseded survey control is available for this station.
 CT0841
 CT0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA294772(NAD 83)
 CT0841_MARKER: I = METAL ROD
 CT0841_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0841_SP_SET: STAINLESS STEEL ROD
 CT0841_STAMPING: F 1451 1982
 CT0841_MARK LOGO: NGS   
 CT0841_PROJECTION: FLUSH
 CT0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0841_ROD/PIPE-DEPTH: 3.4  meters
 CT0841
 CT0841  HISTORY     - Date     Condition        Report By
 CT0841  HISTORY     - 1982     MONUMENTED       NGS
 CT0841
 CT0841                          STATION DESCRIPTION
 CT0841
 CT0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0841'14.5 KM (9.0 MI) SOUTH FROM ABILENE.
 CT0841'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0841'STATION IN ABILENE, THENCE 5.3 KM (3.3 MI) SOUTHERLY ALONG THE
 CT0841'SOUTHERN PACIFIC RAILROAD, THENCE 8.2 KM (5.1 MI) SOUTHERLY ALONG U.S.
 CT0841'HIGHWAYS 83 AND 84, 0.2 KM (0.1 MI) NORTH OF A FIELD ROAD LEADING
 CT0841'WEST, AT A POWERLINE CROSSING THE HIGHWAY, 21.4 METERS (70.2 FT)
 CT0841'WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 CT0841'HIGHWAY, 11.6 METERS (38.1 FT) NORTH-NORTHEAST OF A UTILITY POLE AND A
 CT0841'T-FENCE CORNER AND 2.5 METERS (8.2 FT) SOUTH-SOUTHWEST OF A UTILITY
 CT0841'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0841'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST AND FENCE
 CT0841'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0672 ***********************************************************************
 CC0672  DESIGNATION -  F 1452
 CC0672  PID         -  CC0672
 CC0672  STATE/COUNTY-  TX/MIDLAND
 CC0672  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0672
 CC0672                         *CURRENT SURVEY CONTROL
 CC0672  ___________________________________________________________________
 CC0672* NAD 83(1986)-  31 59 37.     (N)    102 04 40.     (W)     SCALED    
 CC0672* NAVD 88     -       849.003  (meters)    2785.44   (feet)  ADJUSTED  
 CC0672  ___________________________________________________________________
 CC0672  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CC0672  DYNAMIC HT  -         847.811 (meters)    2781.53  (feet)  COMP
 CC0672  MODELED GRAV-     979,207.2   (mgal)                       NAVD 88
 CC0672
 CC0672  VERT ORDER  -  FIRST     CLASS II
 CC0672
 CC0672.The horizontal coordinates were scaled from a topographic map and have
 CC0672.an estimated accuracy of +/- 6 seconds.
 CC0672
 CC0672.The orthometric height was determined by differential leveling
 CC0672.and adjusted by the National Geodetic Survey in June 1991..
 CC0672
 CC0672.The geoid height was determined by GEOID03.
 CC0672
 CC0672.The dynamic height is computed by dividing the NAVD 88
 CC0672.geopotential number by the normal gravity value computed on the
 CC0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0672.degrees latitude (g = 980.6199 gals.).
 CC0672
 CC0672.The modeled gravity was interpolated from observed gravity values.
 CC0672
 CC0672;                    North         East    Units  Estimated Accuracy
 CC0672;SPC TX C     - 3,259,260.      535,150.      MT  (+/- 180 meters Scaled)
 CC0672
 CC0672                          SUPERSEDED SURVEY CONTROL
 CC0672
 CC0672.No superseded survey control is available for this station.
 CC0672
 CC0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR760434(NAD 83)
 CC0672_MARKER: DB = BENCH MARK DISK
 CC0672_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0672_SP_SET: ABUTMENT
 CC0672_STAMPING: F 1452 1982
 CC0672_MARK LOGO: NGS   
 CC0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0672+STABILITY: POSITION/ELEVATION WELL
 CC0672
 CC0672  HISTORY     - Date     Condition        Report By
 CC0672  HISTORY     - 1982     MONUMENTED       NGS
 CC0672
 CC0672                          STATION DESCRIPTION
 CC0672
 CC0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0672'0.6 KM (0.35 MI) SW FROM MIDLAND.
 CC0672'0.6 KM (0.35 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0672'FROM THE POST OFFICE IN MIDLAND, IN TOP OF AND 1.5 METERS (4.9 FT)
 CC0672'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF A
 CC0672'RAILROAD BRIDGE OVER STATE HIGHWAY 349 AND 2.3 METERS (7.5 FT)
 CC0672'NORTHWEST OF THE NEAR RAIL.
 CC0672'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0801 ***********************************************************************
 CU0801  DESIGNATION -  F 1453
 CU0801  PID         -  CU0801
 CU0801  STATE/COUNTY-  TX/HOWARD
 CU0801  USGS QUAD   -  ELBOW (1978)
 CU0801
 CU0801                         *CURRENT SURVEY CONTROL
 CU0801  ___________________________________________________________________
 CU0801* NAD 83(1986)-  32 14 41.     (N)    101 31 01.     (W)     SCALED    
 CU0801* NAVD 88     -       758.741  (meters)    2489.30   (feet)  ADJUSTED  
 CU0801  ___________________________________________________________________
 CU0801  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CU0801  DYNAMIC HT  -         757.696 (meters)    2485.87  (feet)  COMP
 CU0801  MODELED GRAV-     979,237.9   (mgal)                       NAVD 88
 CU0801
 CU0801  VERT ORDER  -  FIRST     CLASS II
 CU0801
 CU0801.The horizontal coordinates were scaled from a topographic map and have
 CU0801.an estimated accuracy of +/- 6 seconds.
 CU0801
 CU0801.The orthometric height was determined by differential leveling
 CU0801.and adjusted by the National Geodetic Survey in June 1991..
 CU0801
 CU0801.The geoid height was determined by GEOID03.
 CU0801
 CU0801.The dynamic height is computed by dividing the NAVD 88
 CU0801.geopotential number by the normal gravity value computed on the
 CU0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0801.degrees latitude (g = 980.6199 gals.).
 CU0801
 CU0801.The modeled gravity was interpolated from observed gravity values.
 CU0801
 CU0801;                    North         East    Units  Estimated Accuracy
 CU0801;SPC TXNC     - 2,068,180.      315,730.      MT  (+/- 180 meters Scaled)
 CU0801
 CU0801                          SUPERSEDED SURVEY CONTROL
 CU0801
 CU0801.No superseded survey control is available for this station.
 CU0801
 CU0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA628703(NAD 83)
 CU0801_MARKER: DB = BENCH MARK DISK
 CU0801_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CU0801_SP_SET: WINGWALL
 CU0801_STAMPING: F 1453 1982
 CU0801_MARK LOGO: NGS   
 CU0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0801
 CU0801  HISTORY     - Date     Condition        Report By
 CU0801  HISTORY     - 1982     MONUMENTED       NGS
 CU0801
 CU0801                          STATION DESCRIPTION
 CU0801
 CU0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0801'3.7 KM (2.3 MI) SW FROM BIG SPRING.
 CU0801'3.7 KM (2.3 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0801'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, IN TOP OF AND 0.3 METER
 CU0801'(1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHWEST WINGWALL OF
 CU0801'THE HIGHWAY OVERPASS OF THE TEXAS AND PACIFIC RAILROAD AND 6.7 METERS
 CU0801'(22.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CU0801'HIGHWAY.
 CU0801'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0434 ***********************************************************************
 BN0434  DESIGNATION -  F 1454
 BN0434  PID         -  BN0434
 BN0434  STATE/COUNTY-  TX/KIMBLE
 BN0434  USGS QUAD   -  JUNCTION (1974)
 BN0434
 BN0434                         *CURRENT SURVEY CONTROL
 BN0434  ___________________________________________________________________
 BN0434* NAD 83(1986)-  30 25 19.     (N)    099 50 23.     (W)     SCALED    
 BN0434* NAVD 88     -       541.688  (meters)    1777.19   (feet)  ADJUSTED  
 BN0434  ___________________________________________________________________
 BN0434  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BN0434  DYNAMIC HT  -         540.919 (meters)    1774.67  (feet)  COMP
 BN0434  MODELED GRAV-     979,204.0   (mgal)                       NAVD 88
 BN0434
 BN0434  VERT ORDER  -  FIRST     CLASS II
 BN0434
 BN0434.The horizontal coordinates were scaled from a topographic map and have
 BN0434.an estimated accuracy of +/- 6 seconds.
 BN0434
 BN0434.The orthometric height was determined by differential leveling
 BN0434.and adjusted by the National Geodetic Survey in June 1991..
 BN0434
 BN0434.The geoid height was determined by GEOID03.
 BN0434
 BN0434.The dynamic height is computed by dividing the NAVD 88
 BN0434.geopotential number by the normal gravity value computed on the
 BN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0434.degrees latitude (g = 980.6199 gals.).
 BN0434
 BN0434.The modeled gravity was interpolated from observed gravity values.
 BN0434
 BN0434;                    North         East    Units  Estimated Accuracy
 BN0434;SPC TX C     - 3,083,830.      747,420.      MT  (+/- 180 meters Scaled)
 BN0434
 BN0434                          SUPERSEDED SURVEY CONTROL
 BN0434
 BN0434.No superseded survey control is available for this station.
 BN0434
 BN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU193658(NAD 83)
 BN0434_MARKER: I = METAL ROD
 BN0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0434_SP_SET: STAINLESS STEEL ROD
 BN0434_STAMPING: F 1454 1982
 BN0434_MARK LOGO: NGS   
 BN0434_PROJECTION: FLUSH
 BN0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0434_ROD/PIPE-DEPTH: 3.6  meters
 BN0434
 BN0434  HISTORY     - Date     Condition        Report By
 BN0434  HISTORY     - 1982     MONUMENTED       NGS
 BN0434  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 BN0434
 BN0434                          STATION DESCRIPTION
 BN0434
 BN0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0434'11.2 KM (6.95 MI) SW FROM JUNCTION.
 BN0434'11.2 KM (6.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0434'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT A T-FENCE
 BN0434'JUNCTION, 30.5 METERS (100.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 BN0434'HIGHWAY AND 19.7 METERS (64.6 FT) NORTHWEST OF A FENCE.  NOTE=ACCESS
 BN0434'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0434'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 BN0434'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0434
 BN0434                          STATION RECOVERY (1998)
 BN0434
 BN0434'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0818 ***********************************************************************
 CA0818  DESIGNATION -  F 1455
 CA0818  PID         -  CA0818
 CA0818  STATE/COUNTY-  TX/MCCULLOCH
 CA0818  USGS QUAD   -  PLACID (1979)
 CA0818
 CA0818                         *CURRENT SURVEY CONTROL
 CA0818  ___________________________________________________________________
 CA0818* NAD 83(1986)-  31 18 51.     (N)    099 13 02.     (W)     SCALED    
 CA0818* NAVD 88     -       523.331  (meters)    1716.96   (feet)  ADJUSTED  
 CA0818  ___________________________________________________________________
 CA0818  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CA0818  DYNAMIC HT  -         522.628 (meters)    1714.66  (feet)  COMP
 CA0818  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 CA0818
 CA0818  VERT ORDER  -  FIRST     CLASS II
 CA0818
 CA0818.The horizontal coordinates were scaled from a topographic map and have
 CA0818.an estimated accuracy of +/- 6 seconds.
 CA0818
 CA0818.The orthometric height was determined by differential leveling
 CA0818.and adjusted by the National Geodetic Survey in June 1991..
 CA0818
 CA0818.The geoid height was determined by GEOID03.
 CA0818
 CA0818.The dynamic height is computed by dividing the NAVD 88
 CA0818.geopotential number by the normal gravity value computed on the
 CA0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0818.degrees latitude (g = 980.6199 gals.).
 CA0818
 CA0818.The modeled gravity was interpolated from observed gravity values.
 CA0818
 CA0818;                    North         East    Units  Estimated Accuracy
 CA0818;SPC TX C     - 3,183,170.      806,230.      MT  (+/- 180 meters Scaled)
 CA0818
 CA0818                          SUPERSEDED SURVEY CONTROL
 CA0818
 CA0818.No superseded survey control is available for this station.
 CA0818
 CA0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV793644(NAD 83)
 CA0818_MARKER: I = METAL ROD
 CA0818_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0818_SP_SET: STAINLESS STEEL ROD
 CA0818_STAMPING: F 1455 1982
 CA0818_MARK LOGO: NGS   
 CA0818_PROJECTION: FLUSH
 CA0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0818+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0818_ROD/PIPE-DEPTH: 3.7  meters
 CA0818
 CA0818  HISTORY     - Date     Condition        Report By
 CA0818  HISTORY     - 1982     MONUMENTED       NGS
 CA0818  HISTORY     - 20060319 GOOD             USPSQD
 CA0818
 CA0818                          STATION DESCRIPTION
 CA0818
 CA0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0818'23.0 KM (14.3 MI) NE FROM BRADY.
 CA0818'23.0 KM (14.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0818'COURTHOUSE IN BRADY, 28.8 METERS (94.5 FT) SOUTHEAST OF THE CENTERLINE
 CA0818'OF THE HIGHWAY, 26.0 METERS (85.3 FT) NORTH OF THE CENTERLINE OF FARM
 CA0818'ROAD 1028, 11.3 METERS (37.1 FT) SOUTHEAST OF A FENCE CORNER, 5.4
 CA0818'METERS (17.7 FT) SOUTHEAST OF THE CENTER OF A WOODEN GATE AND 5.4
 CA0818'METERS (17.7 FT) NORTHWEST OF THE CENTER OF A PIPE GATE.  NOTE=ACCESS
 CA0818'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0818'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0818'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 CA0818
 CA0818                          STATION RECOVERY (2006)
 CA0818
 CA0818'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0818'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0843 ***********************************************************************
 CA0843  DESIGNATION -  F 1456
 CA0843  PID         -  CA0843
 CA0843  STATE/COUNTY-  TX/BROWN
 CA0843  USGS QUAD   -  BROOKESMITH (1978)
 CA0843
 CA0843                         *CURRENT SURVEY CONTROL
 CA0843  ___________________________________________________________________
 CA0843* NAD 83(1986)-  31 36 27.     (N)    099 02 31.     (W)     SCALED    
 CA0843* NAVD 88     -       456.569  (meters)    1497.93   (feet)  ADJUSTED  
 CA0843  ___________________________________________________________________
 CA0843  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CA0843  DYNAMIC HT  -         455.968 (meters)    1495.95  (feet)  COMP
 CA0843  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 CA0843
 CA0843  VERT ORDER  -  FIRST     CLASS II
 CA0843
 CA0843.The horizontal coordinates were scaled from a topographic map and have
 CA0843.an estimated accuracy of +/- 6 seconds.
 CA0843
 CA0843.The orthometric height was determined by differential leveling
 CA0843.and adjusted by the National Geodetic Survey in June 1991..
 CA0843
 CA0843.The geoid height was determined by GEOID03.
 CA0843
 CA0843.The dynamic height is computed by dividing the NAVD 88
 CA0843.geopotential number by the normal gravity value computed on the
 CA0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0843.degrees latitude (g = 980.6199 gals.).
 CA0843
 CA0843.The modeled gravity was interpolated from observed gravity values.
 CA0843
 CA0843;                    North         East    Units  Estimated Accuracy
 CA0843;SPC TX C     - 3,215,870.      822,530.      MT  (+/- 180 meters Scaled)
 CA0843
 CA0843                          SUPERSEDED SURVEY CONTROL
 CA0843
 CA0843.No superseded survey control is available for this station.
 CA0843
 CA0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV960969(NAD 83)
 CA0843_MARKER: DB = BENCH MARK DISK
 CA0843_SETTING: 66 = SET IN ROCK OUTCROP
 CA0843_SP_SET: ROCK OUTCROP
 CA0843_STAMPING: F 1456 1982
 CA0843_MARK LOGO: NGS   
 CA0843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0843+STABILITY: POSITION/ELEVATION WELL
 CA0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0843+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0843
 CA0843  HISTORY     - Date     Condition        Report By
 CA0843  HISTORY     - 1982     MONUMENTED       NGS
 CA0843  HISTORY     - 20060319 GOOD             USPSQD
 CA0843
 CA0843                          STATION DESCRIPTION
 CA0843
 CA0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0843'15.0 KM (9.3 MI) SW FROM BROWNWOOD.
 CA0843'15.0 KM (9.3 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0843'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 0.1 KM (0.05 MI)
 CA0843'SOUTHWEST OF A PRIVATE DRIVE TO A HOUSE, IN THE SOUTH END OF A 10 BY
 CA0843'20 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 27.8 METERS (91.2 FT)
 CA0843'WEST-SOUTHWEST OF THE WEST END OF A BOX CULVERT, 24.7 METERS (81.0 FT)
 CA0843'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.0 METERS (32.8 FT)
 CA0843'NORTH-NORTHWEST OF A UTILITY POLE, 9.7 METERS (31.8 FT) NORTHWEST OF A
 CA0843'FENCE AND 8.2 METERS (26.9 FT) SOUTH OF THE CENTER OF A ROCK-LINED
 CA0843'WELL.
 CA0843'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CA0843'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 CA0843
 CA0843                          STATION RECOVERY (2006)
 CA0843
 CA0843'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0843'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0864 ***********************************************************************
 CA0864  DESIGNATION -  F 1457
 CA0864  PID         -  CA0864
 CA0864  STATE/COUNTY-  TX/COLEMAN
 CA0864  USGS QUAD   -  BANGS WEST (1987)
 CA0864
 CA0864                         *CURRENT SURVEY CONTROL
 CA0864  ___________________________________________________________________
 CA0864* NAD 83(1986)-  31 43 52.     (N)    099 14 55.     (W)     SCALED    
 CA0864* NAVD 88     -       482.476  (meters)    1582.92   (feet)  ADJUSTED  
 CA0864  ___________________________________________________________________
 CA0864  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CA0864  DYNAMIC HT  -         481.843 (meters)    1580.85  (feet)  COMP
 CA0864  MODELED GRAV-     979,312.0   (mgal)                       NAVD 88
 CA0864
 CA0864  VERT ORDER  -  FIRST     CLASS II
 CA0864
 CA0864.The horizontal coordinates were scaled from a topographic map and have
 CA0864.an estimated accuracy of +/- 6 seconds.
 CA0864
 CA0864.The orthometric height was determined by differential leveling
 CA0864.and adjusted by the National Geodetic Survey in June 1991..
 CA0864
 CA0864.The geoid height was determined by GEOID03.
 CA0864
 CA0864.The dynamic height is computed by dividing the NAVD 88
 CA0864.geopotential number by the normal gravity value computed on the
 CA0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0864.degrees latitude (g = 980.6199 gals.).
 CA0864
 CA0864.The modeled gravity was interpolated from observed gravity values.
 CA0864
 CA0864;                    North         East    Units  Estimated Accuracy
 CA0864;SPC TX C     - 3,229,360.      802,790.      MT  (+/- 180 meters Scaled)
 CA0864
 CA0864                          SUPERSEDED SURVEY CONTROL
 CA0864
 CA0864.No superseded survey control is available for this station.
 CA0864
 CA0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA764106(NAD 83)
 CA0864_MARKER: I = METAL ROD
 CA0864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0864_SP_SET: STAINLESS STEEL ROD
 CA0864_STAMPING: F 1457 1982
 CA0864_MARK LOGO: NGS   
 CA0864_PROJECTION: FLUSH
 CA0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0864+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0864_ROD/PIPE-DEPTH: 6.1  meters
 CA0864
 CA0864  HISTORY     - Date     Condition        Report By
 CA0864  HISTORY     - 1982     MONUMENTED       NGS
 CA0864  HISTORY     - 20060320 GOOD             USPSQD
 CA0864
 CA0864                          STATION DESCRIPTION
 CA0864
 CA0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0864'24.0 KM (14.9 MI) SE FROM COLEMAN.
 CA0864'24.0 KM (14.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM
 CA0864'ITS JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, 69.2
 CA0864'METERS (227.0 FT) WEST OF THE CENTER OF FARM ROAD 567, 21.4 METERS
 CA0864'(70.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1.4 METERS (4.6
 CA0864'FT) EAST OF UTILITY POLE NUMBER 3-12.  NOTE=ACCESS TO THE DATUM POINT
 CA0864'IS THROUGH A 5-INCH LOGO CAP.
 CA0864'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 CA0864'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0864
 CA0864                          STATION RECOVERY (2006)
 CA0864
 CA0864'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0864'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0727 ***********************************************************************
 CU0727  DESIGNATION -  F 1458
 CU0727  PID         -  CU0727
 CU0727  STATE/COUNTY-  TX/TAYLOR
 CU0727  USGS QUAD   -  MERKEL WEST (1984)
 CU0727
 CU0727                         *CURRENT SURVEY CONTROL
 CU0727  ___________________________________________________________________
 CU0727* NAD 83(1986)-  32 28 58.     (N)    100 05 29.     (W)     SCALED    
 CU0727* NAVD 88     -       574.080  (meters)    1883.46   (feet)  ADJUSTED  
 CU0727  ___________________________________________________________________
 CU0727  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CU0727  DYNAMIC HT  -         573.331 (meters)    1881.00  (feet)  COMP
 CU0727  MODELED GRAV-     979,316.6   (mgal)                       NAVD 88
 CU0727
 CU0727  VERT ORDER  -  FIRST     CLASS II
 CU0727
 CU0727.The horizontal coordinates were scaled from a topographic map and have
 CU0727.an estimated accuracy of +/- 6 seconds.
 CU0727
 CU0727.The orthometric height was determined by differential leveling
 CU0727.and adjusted by the National Geodetic Survey in June 1991..
 CU0727
 CU0727.The geoid height was determined by GEOID03.
 CU0727
 CU0727.The dynamic height is computed by dividing the NAVD 88
 CU0727.geopotential number by the normal gravity value computed on the
 CU0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0727.degrees latitude (g = 980.6199 gals.).
 CU0727
 CU0727.The modeled gravity was interpolated from observed gravity values.
 CU0727
 CU0727;                    North         East    Units  Estimated Accuracy
 CU0727;SPC TXNC     - 2,091,630.      450,440.      MT  (+/- 180 meters Scaled)
 CU0727
 CU0727                          SUPERSEDED SURVEY CONTROL
 CU0727
 CU0727.No superseded survey control is available for this station.
 CU0727
 CU0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA974944(NAD 83)
 CU0727_MARKER: DB = BENCH MARK DISK
 CU0727_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0727_SP_SET: PIER
 CU0727_STAMPING: F 1458 1982
 CU0727_MARK LOGO: NGS   
 CU0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0727+STABILITY: POSITION/ELEVATION WELL
 CU0727
 CU0727  HISTORY     - Date     Condition        Report By
 CU0727  HISTORY     - 1982     MONUMENTED       NGS
 CU0727  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0727  HISTORY     - 20011013 GOOD             USPSQD
 CU0727
 CU0727                          STATION DESCRIPTION
 CU0727
 CU0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0727'29.8 KM (18.5 MI) WEST FROM ABILENE.
 CU0727'29.8 KM (18.5 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CU0727'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CU0727'ABILENE, OR 4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE MISSOURI PACIFIC
 CU0727'RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE
 CU0727'0.3 KM (0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS,
 CU0727'THENCE 20.8 KM (12.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, THENCE
 CU0727'5.5 KM (3.4 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD, SET
 CU0727'VERTICALLY IN THE WEST FACE OF THE MOST NORTHERLY ONE OF FOUR PIERS OF
 CU0727'THE EAST BOUND LANES OF THE INTERSTATE HIGHWAY 20 OVERPASS, 48.5
 CU0727'METERS (159.0 FT) NORTH-NORTHEAST OF THE NEAR RAIL AND 7.0 METERS
 CU0727'(23.0 FT) WEST-NORTHWEST OF THE CENTER OF A PAVED ROAD LEADING NORTH.
 CU0727'THE MARK IS 1.0 M ABOVE THE GROUND.
 CU0727
 CU0727                          STATION RECOVERY (1994)
 CU0727
 CU0727'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0727'MARK NOT FOUND.
 CU0727
 CU0727                          STATION RECOVERY (2001)
 CU0727
 CU0727'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0757 ***********************************************************************
 CU0757  DESIGNATION -  F 1459
 CU0757  PID         -  CU0757
 CU0757  STATE/COUNTY-  TX/NOLAN
 CU0757  USGS QUAD   -  LORAINE (1969)
 CU0757
 CU0757                         *CURRENT SURVEY CONTROL
 CU0757  ___________________________________________________________________
 CU0757* NAD 83(1986)-  32 26 02.     (N)    100 37 33.     (W)     SCALED    
 CU0757* NAVD 88     -       728.218  (meters)    2389.16   (feet)  ADJUSTED  
 CU0757  ___________________________________________________________________
 CU0757  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CU0757  DYNAMIC HT  -         727.237 (meters)    2385.94  (feet)  COMP
 CU0757  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 CU0757
 CU0757  VERT ORDER  -  FIRST     CLASS II
 CU0757
 CU0757.The horizontal coordinates were scaled from a topographic map and have
 CU0757.an estimated accuracy of +/- 6 seconds.
 CU0757
 CU0757.The orthometric height was determined by differential leveling
 CU0757.and adjusted by the National Geodetic Survey in June 1991..
 CU0757
 CU0757.The geoid height was determined by GEOID03.
 CU0757
 CU0757.The dynamic height is computed by dividing the NAVD 88
 CU0757.geopotential number by the normal gravity value computed on the
 CU0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0757.degrees latitude (g = 980.6199 gals.).
 CU0757
 CU0757.The modeled gravity was interpolated from observed gravity values.
 CU0757
 CU0757;                    North         East    Units  Estimated Accuracy
 CU0757;SPC TXNC     - 2,087,100.      400,100.      MT  (+/- 180 meters Scaled)
 CU0757
 CU0757                          SUPERSEDED SURVEY CONTROL
 CU0757
 CU0757.No superseded survey control is available for this station.
 CU0757
 CU0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA471896(NAD 83)
 CU0757_MARKER: I = METAL ROD
 CU0757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0757_SP_SET: STAINLESS STEEL ROD
 CU0757_STAMPING: F 1459 1982
 CU0757_MARK LOGO: NGS   
 CU0757_PROJECTION: FLUSH
 CU0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0757_ROD/PIPE-DEPTH: 5.8  meters
 CU0757
 CU0757  HISTORY     - Date     Condition        Report By
 CU0757  HISTORY     - 1982     MONUMENTED       NGS
 CU0757
 CU0757                          STATION DESCRIPTION
 CU0757
 CU0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0757'8.4 KM (5.2 MI) SW FROM ROSCOE.
 CU0757'8.4 KM (5.2 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0757'FROM ITS JUNCTION WITH U. S. HIGHWAY 84 IN ROSCOE, 0.2 KM (0.1 MI)
 CU0757'EAST OF MILEPOST 461, 8.2 METERS (26.9 FT) NORTH-NORTHWEST OF THE NEAR
 CU0757'RAIL, 6.5 METERS (21.3 FT) SOUTH-SOUTHEAST OF A FENCE AND 1.5 METERS
 CU0757'(4.9 FT) EAST-NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 CU0757'POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0757'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CU0757'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0069 ***********************************************************************
 CE0069  DESIGNATION -  F 146
 CE0069  PID         -  CE0069
 CE0069  STATE/COUNTY-  TX/EL PASO
 CE0069  USGS QUAD   -  EL PASO (1997)
 CE0069
 CE0069                         *CURRENT SURVEY CONTROL
 CE0069  ___________________________________________________________________
 CE0069* NAD 83(1986)-  31 47 58.     (N)    106 26 40.     (W)     SCALED    
 CE0069* NAVD 88     -      1169.916  (meters)    3838.30   (feet)  ADJUSTED  
 CE0069  ___________________________________________________________________
 CE0069  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0069  DYNAMIC HT  -        1168.140 (meters)    3832.47  (feet)  COMP
 CE0069  MODELED GRAV-     979,081.9   (mgal)                       NAVD 88
 CE0069
 CE0069  VERT ORDER  -  FIRST     CLASS II
 CE0069
 CE0069.The horizontal coordinates were scaled from a topographic map and have
 CE0069.an estimated accuracy of +/- 6 seconds.
 CE0069
 CE0069.The orthometric height was determined by differential leveling
 CE0069.and adjusted by the National Geodetic Survey in June 1991..
 CE0069
 CE0069.The geoid height was determined by GEOID03.
 CE0069
 CE0069.The dynamic height is computed by dividing the NAVD 88
 CE0069.geopotential number by the normal gravity value computed on the
 CE0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0069.degrees latitude (g = 980.6199 gals.).
 CE0069
 CE0069.The modeled gravity was interpolated from observed gravity values.
 CE0069
 CE0069;                    North         East    Units  Estimated Accuracy
 CE0069;SPC TX C     - 3,252,330.      121,590.      MT  (+/- 180 meters Scaled)
 CE0069
 CE0069                          SUPERSEDED SURVEY CONTROL
 CE0069
 CE0069  NGVD 29 (??/??/92) 1169.410  (m)         3836.64   (f) ADJ UNCH    1 2
 CE0069
 CE0069.Superseded values are not recommended for survey control.
 CE0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0069.See file dsdata.txt to determine how the superseded data were derived.
 CE0069
 CE0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR632191(NAD 83)
 CE0069_MARKER: DB = BENCH MARK DISK
 CE0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CE0069_SP_SET: UNDERPASS
 CE0069_STAMPING: F 146 1954
 CE0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0069
 CE0069  HISTORY     - Date     Condition        Report By
 CE0069  HISTORY     - 1954     MONUMENTED       CGS
 CE0069  HISTORY     - 1978     GOOD             USGS
 CE0069  HISTORY     - 1981     GOOD             NGS
 CE0069  HISTORY     - 19921119 MARK NOT FOUND   NGS
 CE0069
 CE0069                          STATION DESCRIPTION
 CE0069
 CE0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0069'4.6 MI NE FROM EL PASO.
 CE0069'4.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0069'STATION AT EL PASO, AT THE UNDERPASS OF U.S. HIGHWAY 54, 9 FEET WEST
 CE0069'OF THE WEST RAIL, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 CE0069'RETAINING WALL OF THE UNDERPASS.
 CE0069
 CE0069                          STATION RECOVERY (1978)
 CE0069
 CE0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CE0069'4.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM UNION
 CE0069'STATION AT EL PASO, COUNTY, AT THE UNDERPASS OF DYER STREET. IN THE
 CE0069'TOP OF THE SOUTH END OF THE WEST CONCRETE RETAINING WALL, AND 9 FEET
 CE0069'WEST OF THE WEST RAIL. A STANDARD DISK STAMPED 'F 146 1954'. (DYER
 CE0069'ST. DOES NOT BECOME HWY. 54 UNITL FURTHER NORTH OF THIS AREA A NEW
 CE0069'HWY. UNDER CONSTRUCTION WILL BE CARRING TH EHWY NUMBER.)
 CE0069
 CE0069                          STATION RECOVERY (1981)
 CE0069
 CE0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0069'7.4 KM (4.6 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CE0069'UNION STATION IN EL PASO, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 CE0069'RETAINING WALL OF THE DYER STREET UNDERPASS, 2.7 METERS (9.0 FT)
 CE0069'NORTHWEST OF THE NORTHWEST RAIL AND 0.3 METER (1.0 FT) NORTHEAST
 CE0069'OF THE SOUTHWEST END OF THE RETAINING WALL.
 CE0069'THE MARK IS 0.3 M BELOW THE TRACKS.
 CE0069
 CE0069                          STATION RECOVERY (1992)
 CE0069
 CE0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0069'THE STEM OF THE DISK IS ALL THAT REMAINS.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0869 ***********************************************************************
 CU0869  DESIGNATION -  F 1460
 CU0869  PID         -  CU0869
 CU0869  STATE/COUNTY-  TX/NOLAN
 CU0869  USGS QUAD   -  LORAINE (1969)
 CU0869
 CU0869                         *CURRENT SURVEY CONTROL
 CU0869  ___________________________________________________________________
 CU0869* NAD 83(1986)-  32 29 59.     (N)    100 38 22.     (W)     SCALED    
 CU0869* NAVD 88     -       727.725  (meters)    2387.54   (feet)  ADJUSTED  
 CU0869  ___________________________________________________________________
 CU0869  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CU0869  DYNAMIC HT  -         726.747 (meters)    2384.34  (feet)  COMP
 CU0869  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 CU0869
 CU0869  VERT ORDER  -  FIRST     CLASS II
 CU0869
 CU0869.The horizontal coordinates were scaled from a topographic map and have
 CU0869.an estimated accuracy of +/- 6 seconds.
 CU0869
 CU0869.The orthometric height was determined by differential leveling
 CU0869.and adjusted by the National Geodetic Survey in June 1991..
 CU0869
 CU0869.The geoid height was determined by GEOID03.
 CU0869
 CU0869.The dynamic height is computed by dividing the NAVD 88
 CU0869.geopotential number by the normal gravity value computed on the
 CU0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0869.degrees latitude (g = 980.6199 gals.).
 CU0869
 CU0869.The modeled gravity was interpolated from observed gravity values.
 CU0869
 CU0869;                    North         East    Units  Estimated Accuracy
 CU0869;SPC TXNC     - 2,094,430.      398,970.      MT  (+/- 180 meters Scaled)
 CU0869
 CU0869                          SUPERSEDED SURVEY CONTROL
 CU0869
 CU0869.No superseded survey control is available for this station.
 CU0869
 CU0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA459970(NAD 83)
 CU0869_MARKER: I = METAL ROD
 CU0869_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0869_SP_SET: STAINLESS STEEL ROD
 CU0869_STAMPING: F 1460 1982
 CU0869_MARK LOGO: NGS   
 CU0869_PROJECTION: FLUSH
 CU0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0869_ROD/PIPE-DEPTH: 6.1  meters
 CU0869
 CU0869  HISTORY     - Date     Condition        Report By
 CU0869  HISTORY     - 1982     MONUMENTED       NGS
 CU0869
 CU0869                          STATION DESCRIPTION
 CU0869
 CU0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0869'11.5 KM (7.15 MI) NW FROM ROSCOE.
 CU0869'11.5 KM (7.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM THE POST
 CU0869'OFFICE IN ROSCOE, 0.5 KM (0.3 MI) SOUTHEAST OF THE JUNCTION OF FARM
 CU0869'ROAD 1982, 20.1 METERS (65.9 FT) NORTHEAST OF THE CENTERLINE OF THE
 CU0869'NORTHWEST BOUND LANES OF THE HIGHWAY AND 0.8 METER (2.6 FT) SOUTHEAST
 CU0869'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CU0869'LOGO CAP.
 CU0869'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CU0869'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0835 ***********************************************************************
 CU0835  DESIGNATION -  F 1461
 CU0835  PID         -  CU0835
 CU0835  STATE/COUNTY-  TX/SCURRY
 CU0835  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0835
 CU0835                         *CURRENT SURVEY CONTROL
 CU0835  ___________________________________________________________________
 CU0835* NAD 83(1986)-  32 53 18.     (N)    101 03 27.     (W)     SCALED    
 CU0835* NAVD 88     -       772.734  (meters)    2535.21   (feet)  ADJUSTED  
 CU0835  ___________________________________________________________________
 CU0835  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CU0835  DYNAMIC HT  -         771.727 (meters)    2531.91  (feet)  COMP
 CU0835  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 CU0835
 CU0835  VERT ORDER  -  FIRST     CLASS II
 CU0835
 CU0835.The horizontal coordinates were scaled from a topographic map and have
 CU0835.an estimated accuracy of +/- 6 seconds.
 CU0835
 CU0835.The orthometric height was determined by differential leveling
 CU0835.and adjusted by the National Geodetic Survey in June 1991..
 CU0835
 CU0835.The geoid height was determined by GEOID03.
 CU0835
 CU0835.The dynamic height is computed by dividing the NAVD 88
 CU0835.geopotential number by the normal gravity value computed on the
 CU0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0835.degrees latitude (g = 980.6199 gals.).
 CU0835
 CU0835.The modeled gravity was interpolated from observed gravity values.
 CU0835
 CU0835;                    North         East    Units  Estimated Accuracy
 CU0835;SPC TXNC     - 2,138,380.      360,750.      MT  (+/- 180 meters Scaled)
 CU0835
 CU0835                          SUPERSEDED SURVEY CONTROL
 CU0835
 CU0835.No superseded survey control is available for this station.
 CU0835
 CU0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB075407(NAD 83)
 CU0835_MARKER: I = METAL ROD
 CU0835_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CU0835_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CU0835_STAMPING: F 1461 1982
 CU0835_MARK LOGO: NGS   
 CU0835_PROJECTION: FLUSH
 CU0835_MAGNETIC: I = MARKER IS A STEEL ROD
 CU0835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0835+STABILITY: POSITION/ELEVATION WELL
 CU0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0835+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 CU0835_ROD/PIPE-DEPTH: 9.8  meters
 CU0835_SLEEVE-DEPTH  : 9.1 meters
 CU0835
 CU0835  HISTORY     - Date     Condition        Report By
 CU0835  HISTORY     - 1982     MONUMENTED       NGS
 CU0835  HISTORY     - 19971008 GOOD             NGS
 CU0835
 CU0835                          STATION DESCRIPTION
 CU0835
 CU0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0835'28.1 KM (17.4 MI) NW FROM SNYDER.
 CU0835'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0835'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 13.0 KM (8.05 MI)
 CU0835'NORTHWESTERLY ALONG THE SANTA FE RAILROAD, THENCE 0.2 KM (0.1 MI)
 CU0835'NORTH ALONG FARM ROAD 1611, THENCE 14.0 KM (8.7 MI) NORTHWESTERLY
 CU0835'ALONG U.S. HIGHWAY 84, THENCE 0.3 KM (0.2 MI) WEST ALONG FARM ROAD
 CU0835'612, 25.6 METERS (84.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE,
 CU0835'14.6 METERS (47.9 FT) NORTH OF THE CENTERLINE OF THE ROAD AND 1.5
 CU0835'METERS (4.9 FT) SOUTH-SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CU0835'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0835'THE MARK IS 0.7 METERS  S FROM  A WITNESS POST AND FENCE
 CU0835'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CU0835
 CU0835                          STATION RECOVERY (1997)
 CU0835
 CU0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 CU0835'21.3 KM (13.25 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 CU0835'OF STATE HIGHWAY 208 IN SNYDER, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG
 CU0835'COUNTY ROAD 612, 26.5 M (86.9 FT) EAST OF THE CENTER OF A FIELD
 CU0835'ENTRANCE, 14.5 M (47.6 FT) NORTH OF THE ROAD CENTERLINE, 1.5 M (4.9
 CU0835'FT) SOUTHWEST OF A UTILITY POLE, 0.5 M (1.6 FT) SOUTH OF A WITNESS
 CU0835'POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 CU0835'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0827 ***********************************************************************
 CU0827  DESIGNATION -  F 1462
 CU0827  PID         -  CU0827
 CU0827  STATE/COUNTY-  TX/GARZA
 CU0827  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0827
 CU0827                         *CURRENT SURVEY CONTROL
 CU0827  ___________________________________________________________________
 CU0827* NAD 83(1986)-  32 59 05.     (N)    101 07 30.     (W)     SCALED    
 CU0827* NAVD 88     -       704.877  (meters)    2312.58   (feet)  ADJUSTED  
 CU0827  ___________________________________________________________________
 CU0827  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CU0827  DYNAMIC HT  -         703.980 (meters)    2309.64  (feet)  COMP
 CU0827  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 CU0827
 CU0827  VERT ORDER  -  FIRST     CLASS II
 CU0827
 CU0827.The horizontal coordinates were scaled from a topographic map and have
 CU0827.an estimated accuracy of +/- 6 seconds.
 CU0827
 CU0827.The orthometric height was determined by differential leveling
 CU0827.and adjusted by the National Geodetic Survey in June 1991..
 CU0827
 CU0827.The geoid height was determined by GEOID03.
 CU0827
 CU0827.The dynamic height is computed by dividing the NAVD 88
 CU0827.geopotential number by the normal gravity value computed on the
 CU0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0827.degrees latitude (g = 980.6199 gals.).
 CU0827
 CU0827.The modeled gravity was interpolated from observed gravity values.
 CU0827
 CU0827;                    North         East    Units  Estimated Accuracy
 CU0827;SPC TXNC     - 2,149,220.      354,700.      MT  (+/- 180 meters Scaled)
 CU0827
 CU0827                          SUPERSEDED SURVEY CONTROL
 CU0827
 CU0827.No superseded survey control is available for this station.
 CU0827
 CU0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB014515(NAD 83)
 CU0827_MARKER: DB = BENCH MARK DISK
 CU0827_SETTING: 66 = SET IN ROCK OUTCROP
 CU0827_SP_SET: ROCK OUTCROP
 CU0827_STAMPING: F 1462 1982
 CU0827_MARK LOGO: NGS   
 CU0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0827+STABILITY: POSITION/ELEVATION WELL
 CU0827
 CU0827  HISTORY     - Date     Condition        Report By
 CU0827  HISTORY     - 1982     MONUMENTED       NGS
 CU0827
 CU0827                          STATION DESCRIPTION
 CU0827
 CU0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0827'33.7 KM (20.95 MI) SE FROM POST.
 CU0827'33.7 KM (20.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0827'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, NEAR THE CENTER
 CU0827'OF A 20 BY 120 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.4 KM (0.25
 CU0827'MI) EAST OF A POWERLINE CROSSING, 90.7 METERS (297.6 FT) SOUTHEAST OF
 CU0827'A T-FENCE CORNER, 15.5 METERS (50.9 FT) NORTHEAST OF THE CENTERLINE OF
 CU0827'THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 3.5 METERS (11.5 FT)
 CU0827'SOUTHWEST OF A FENCE.
 CU0827'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 CU0827'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0465 ***********************************************************************
 DP0465  DESIGNATION -  F 1463
 DP0465  PID         -  DP0465
 DP0465  STATE/COUNTY-  TX/GARZA
 DP0465  USGS QUAD   -  POST EAST (1969)
 DP0465
 DP0465                         *CURRENT SURVEY CONTROL
 DP0465  ___________________________________________________________________
 DP0465* NAD 83(1986)-  33 10 44.     (N)    101 22 26.     (W)     SCALED    
 DP0465* NAVD 88     -       785.317  (meters)    2576.49   (feet)  ADJUSTED  
 DP0465  ___________________________________________________________________
 DP0465  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 DP0465  DYNAMIC HT  -         784.305 (meters)    2573.17  (feet)  COMP
 DP0465  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 DP0465
 DP0465  VERT ORDER  -  FIRST     CLASS II
 DP0465
 DP0465.The horizontal coordinates were scaled from a topographic map and have
 DP0465.an estimated accuracy of +/- 6 seconds.
 DP0465
 DP0465.The orthometric height was determined by differential leveling
 DP0465.and adjusted by the National Geodetic Survey in June 1991..
 DP0465
 DP0465.The geoid height was determined by GEOID03.
 DP0465
 DP0465.The dynamic height is computed by dividing the NAVD 88
 DP0465.geopotential number by the normal gravity value computed on the
 DP0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0465.degrees latitude (g = 980.6199 gals.).
 DP0465
 DP0465.The modeled gravity was interpolated from observed gravity values.
 DP0465
 DP0465;                    North         East    Units  Estimated Accuracy
 DP0465;SPC TXNC     - 2,171,360.      332,040.      MT  (+/- 180 meters Scaled)
 DP0465
 DP0465                          SUPERSEDED SURVEY CONTROL
 DP0465
 DP0465.No superseded survey control is available for this station.
 DP0465
 DP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB786736(NAD 83)
 DP0465_MARKER: DB = BENCH MARK DISK
 DP0465_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP0465_SP_SET: PIER
 DP0465_STAMPING: F 1463 1982
 DP0465_MARK LOGO: NGS   
 DP0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP0465+STABILITY: POSITION/ELEVATION WELL
 DP0465
 DP0465  HISTORY     - Date     Condition        Report By
 DP0465  HISTORY     - 1982     MONUMENTED       NGS
 DP0465  HISTORY     - 19890810 MARK NOT FOUND   NGS
 DP0465
 DP0465                          STATION DESCRIPTION
 DP0465
 DP0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0465'1.5 KM (0.95 MI) SE FROM POST.
 DP0465'1.5 KM (0.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0465'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, SET VERTICALLY
 DP0465'IN THE EAST FACE OF THE MOST NORTHERLY 1 OF 16 PIERS OF THE SECOND SET
 DP0465'OF PIERS EAST OF THE WEST ABUTMENT OF THE HIGHWAY OVERPASS OF THE
 DP0465'SANTA FE RAILROAD AND 2.0 METERS (6.6 FT) WEST OF THE NEAR RAIL.
 DP0465'THE MARK IS 1.1 M ABOVE THE GROUND.
 DP0465
 DP0465                          STATION RECOVERY (1989)
 DP0465
 DP0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0465'THE DRILL HOLE WAS RECOVERED WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1636 ***********************************************************************
 AY1636  DESIGNATION -  F 1464
 AY1636  PID         -  AY1636
 AY1636  STATE/COUNTY-  TX/BEXAR
 AY1636  USGS QUAD   -  CULEBRA HILL (1993)
 AY1636
 AY1636                         *CURRENT SURVEY CONTROL
 AY1636  ___________________________________________________________________
 AY1636* NAD 83(1986)-  29 22 46.     (N)    098 42 30.     (W)     SCALED    
 AY1636* NAVD 88     -       228.549  (meters)     749.83   (feet)  ADJUSTED  
 AY1636  ___________________________________________________________________
 AY1636  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AY1636  DYNAMIC HT  -         228.218 (meters)     748.75  (feet)  COMP
 AY1636  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 AY1636
 AY1636  VERT ORDER  -  FIRST     CLASS II
 AY1636
 AY1636.The horizontal coordinates were scaled from a topographic map and have
 AY1636.an estimated accuracy of +/- 6 seconds.
 AY1636
 AY1636.The orthometric height was determined by differential leveling
 AY1636.and adjusted by the National Geodetic Survey in June 1991..
 AY1636
 AY1636.The geoid height was determined by GEOID03.
 AY1636
 AY1636.The dynamic height is computed by dividing the NAVD 88
 AY1636.geopotential number by the normal gravity value computed on the
 AY1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1636.degrees latitude (g = 980.6199 gals.).
 AY1636
 AY1636.The modeled gravity was interpolated from observed gravity values.
 AY1636
 AY1636;                    North         East    Units  Estimated Accuracy
 AY1636;SPC TXSC     - 4,171,390.      628,310.      MT  (+/- 180 meters Scaled)
 AY1636
 AY1636                          SUPERSEDED SURVEY CONTROL
 AY1636
 AY1636.No superseded survey control is available for this station.
 AY1636
 AY1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT283500(NAD 83)
 AY1636_MARKER: I = METAL ROD
 AY1636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1636_SP_SET: STAINLESS STEEL ROD
 AY1636_STAMPING: F 1464 1982
 AY1636_MARK LOGO: NGS   
 AY1636_PROJECTION: FLUSH
 AY1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1636_ROD/PIPE-DEPTH: 3.7  meters
 AY1636
 AY1636  HISTORY     - Date     Condition        Report By
 AY1636  HISTORY     - 1982     MONUMENTED       NGS
 AY1636  HISTORY     - 19990617 GOOD             USPSQD
 AY1636
 AY1636                          STATION DESCRIPTION
 AY1636
 AY1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1636'17.4 KM (10.8 MI) EAST FROM CASTROVILLE.
 AY1636'17.4 KM (10.8 MI) EASTERLY ALONG U.S. HIGHWAY 90 EASTBOUND FROM THE
 AY1636'JUNCTION OF FARM ROAD 471 NORTH IN CASTROVILLE, 0.16 KM (0.1 MI) WEST
 AY1636'SOUTHWEST OF CAGNON ROAD, 43.6 METERS (143.0 FT) SOUTH SOUTHEAST OF
 AY1636'CENTERLINE OF EASTBOUND LANES, 0.37 METERS (1.2 FT) NORTH NORTHWEST OF
 AY1636'A FENCE LINE, 1.9 METERS (6.2 FT) EAST NORTHEAST OF A GUYED POWERLINE
 AY1636'POLE, 21.0 METERS (68.8 FT) SOUTH SOUTHEAST OF A PAVED FRONTAGE ROAD,
 AY1636'AND 12.8 METERS (42.0 FT) EAST NORTHEAST OF A CONCRETE RIGHT OF WAY
 AY1636'POST.  NOTE, ROD DRIVEN TO REFUSAL.
 AY1636'THE MARK IS 0.30 METERS  WSW FROM A WITNESS POST.
 AY1636'THE MARK IS 1.6 M ABOVE HIGHWAY.
 AY1636
 AY1636                          STATION RECOVERY (1999)
 AY1636
 AY1636'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1684 ***********************************************************************
 AY1684  DESIGNATION -  F 1465
 AY1684  PID         -  AY1684
 AY1684  STATE/COUNTY-  TX/KENDALL
 AY1684  USGS QUAD   -  RANGER CREEK (1982)
 AY1684
 AY1684                         *CURRENT SURVEY CONTROL
 AY1684  ___________________________________________________________________
 AY1684* NAD 83(1993)-  29 52 10.07118(N)    098 47 28.40427(W)     ADJUSTED  
 AY1684* NAVD 88     -       487.216  (meters)    1598.47   (feet)  ADJUSTED  
 AY1684  ___________________________________________________________________
 AY1684  X           -    -846,073.143 (meters)                     COMP
 AY1684  Y           -  -5,470,842.933 (meters)                     COMP
 AY1684  Z           -   3,158,065.013 (meters)                     COMP
 AY1684  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 AY1684  ELLIP HEIGHT-         463.74  (meters)          (10/24/00) GPS OBS
 AY1684  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AY1684  DYNAMIC HT  -         486.510 (meters)    1596.16  (feet)  COMP
 AY1684  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 AY1684
 AY1684  HORZ ORDER  -  FIRST
 AY1684  VERT ORDER  -  FIRST     CLASS II
 AY1684  ELLP ORDER  -  FOURTH    CLASS II
 AY1684
 AY1684.The horizontal coordinates were established by GPS observations
 AY1684.and adjusted by the National Geodetic Survey in February 1996..
 AY1684
 AY1684.The orthometric height was determined by differential leveling
 AY1684.and adjusted by the National Geodetic Survey in June 1991..
 AY1684
 AY1684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY1684
 AY1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1684
 AY1684.The ellipsoidal height was determined by GPS observations
 AY1684.and is referenced to NAD 83.
 AY1684
 AY1684.The geoid height was determined by GEOID03.
 AY1684
 AY1684.The dynamic height is computed by dividing the NAVD 88
 AY1684.geopotential number by the normal gravity value computed on the
 AY1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1684.degrees latitude (g = 980.6199 gals.).
 AY1684
 AY1684.The modeled gravity was interpolated from observed gravity values.
 AY1684
 AY1684;                    North         East     Units Scale Factor Converg.
 AY1684;SPC TXSC     - 4,225,678.144   620,168.494   MT  0.99990663   +0 06 08.2
 AY1684;SPC TXSC     -13,863,745.71  2,034,669.47   sFT  0.99990663   +0 06 08.2
 AY1684;UTM  14      - 3,304,339.368   520,162.342   MT  0.99960502   +0 06 14.3
 AY1684
 AY1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1684!SPC TXSC     -   0.99992717  x   0.99990663  =   0.99983381
 AY1684!UTM  14      -   0.99992717  x   0.99960502  =   0.99953222
 AY1684
 AY1684                          SUPERSEDED SURVEY CONTROL
 AY1684
 AY1684  ELLIP H (02/20/96)  463.89   (m)                       GP(       ) 1 1
 AY1684  NAVD 88 (02/20/96)  487.22   (m)         1598.5    (f) LEVELING    3  
 AY1684
 AY1684.Superseded values are not recommended for survey control.
 AY1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1684.See file dsdata.txt to determine how the superseded data were derived.
 AY1684
 AY1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU2016204339(NAD 83)
 AY1684_MARKER: I = METAL ROD
 AY1684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1684_SP_SET: STAINLESS STEEL ROD
 AY1684_STAMPING: F 1465 1982
 AY1684_MARK LOGO: NGS   
 AY1684_PROJECTION: FLUSH
 AY1684_MAGNETIC: I = MARKER IS A STEEL ROD
 AY1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1684+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1995
 AY1684_ROD/PIPE-DEPTH: 1.1  meters
 AY1684
 AY1684  HISTORY     - Date     Condition        Report By
 AY1684  HISTORY     - 1982     MONUMENTED       NGS
 AY1684  HISTORY     - 1990     GOOD             USPSQD
 AY1684  HISTORY     - 19940309 GOOD             USPSQD
 AY1684  HISTORY     - 19950820 GOOD             NGS
 AY1684
 AY1684                          STATION DESCRIPTION
 AY1684
 AY1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1684'11.1 KM (6.95 MI) NW FROM BOERNE.
 AY1684'4.0 KM (2.5 MI) NORTHWEST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1684'JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 7.1 KM (4.45 MI)
 AY1684'NORTHWEST ALONG THE NORTHEAST FRONTAGE ROAD, AT THE WELFARE EXIT ROAD
 AY1684'WHERE IT JUNCTIONS WITH THE FRONTAGE ROAD, 0.2 KM (0.1 MI) SOUTHEAST
 AY1684'OF AN UNDERPASS UNDER INTERSTATE HIGHWAY 10, 28.0 METERS (92.0 FT)
 AY1684'NORTHEAST OF THE CENTERLINE OF FRONTAGE ROAD, 5.1 METERS (17.0 FT)
 AY1684'NORTH NORTHWEST OF THE NORTH NORTHWEST 1 OF 33 FENCE BRACE POSTS,
 AY1684'32.0 METERS (105.0 FT) EAST SOUTHEAST OF A YIELD SIGN AND POST,
 AY1684'6.3 METERS (20.7 FT) NORTH NORTHWEST OF A CONCRETE RIGHT OF WAY POST,
 AY1684'AND 0.15 METERS (0.5 FT) WEST SOUTHWEST OF THE NORTHEAST RIGHT OF WAY
 AY1684'FENCE LINE.  NOTE, ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT THIS
 AY1684'DEPTH.
 AY1684'THE MARK IS 0.15 METERS  WSW FROM A WITNESS POST.
 AY1684'THE MARK IS 0.6 M ABOVE FRONTAGE ROAD.
 AY1684
 AY1684                          STATION RECOVERY (1990)
 AY1684
 AY1684'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1684'RECOVERED IN GOOD CONDITION.
 AY1684
 AY1684                          STATION RECOVERY (1994)
 AY1684
 AY1684'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1684'RECOVERED IN GOOD CONDITION.
 AY1684
 AY1684                          STATION RECOVERY (1995)
 AY1684
 AY1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AY1684'THE STATION IS LOCATED 4.0 KM (2.50 MI) NORTHWEST OF BOERNE.  TO REACH
 AY1684'THE STATION FROM THE JUNCTION OF U.S.  BUSINESS HIGHWAY 87 AND STATE
 AY1684'HIGHWAY 46 IN BOERNE, GO 4.0 KM (2.50 MI) NORTHWEST ALONG THE U.S.
 AY1684'HIGHWAY TO THE WELFARE EXIT ROAD, THEN GO 7.1 KM (4.40 MI) ALONG THE
 AY1684'NORTHEAST FRONTAGE ROAD TO THE STATION RIGHT.  THE STATION IS 0.2 KM
 AY1684'(0.10 MI) SOUTHEAST OF AN UNDERPASS OF INTERSTATE HIGHWAY 10, 28.0 M
 AY1684'(91.9 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 6.3 M (20.7 FT)
 AY1684'NORTH-NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST, 5.1 M (16.7 FT)
 AY1684'NORTH-NORTHWEST OF THE NORTHWEST 1 OF 33 FENCE BRACE POSTS, AND 0.15 M
 AY1684'(0.49 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--THE ROD WAS
 AY1684'DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1696 ***********************************************************************
 AY1696  DESIGNATION -  F 1466
 AY1696  PID         -  AY1696
 AY1696  STATE/COUNTY-  TX/KENDALL
 AY1696  USGS QUAD   -  COMFORT (1982)
 AY1696
 AY1696                         *CURRENT SURVEY CONTROL
 AY1696  ___________________________________________________________________
 AY1696* NAD 83(1986)-  29 58 43.     (N)    098 54 11.     (W)     SCALED    
 AY1696* NAVD 88     -       447.368  (meters)    1467.74   (feet)  ADJUSTED  
 AY1696  ___________________________________________________________________
 AY1696  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AY1696  DYNAMIC HT  -         446.735 (meters)    1465.66  (feet)  COMP
 AY1696  MODELED GRAV-     979,212.7   (mgal)                       NAVD 88
 AY1696
 AY1696  VERT ORDER  -  FIRST     CLASS II
 AY1696
 AY1696.The horizontal coordinates were scaled from a topographic map and have
 AY1696.an estimated accuracy of +/- 6 seconds.
 AY1696
 AY1696.The orthometric height was determined by differential leveling
 AY1696.and adjusted by the National Geodetic Survey in June 1991..
 AY1696
 AY1696.The geoid height was determined by GEOID03.
 AY1696
 AY1696.The dynamic height is computed by dividing the NAVD 88
 AY1696.geopotential number by the normal gravity value computed on the
 AY1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1696.degrees latitude (g = 980.6199 gals.).
 AY1696
 AY1696.The modeled gravity was interpolated from observed gravity values.
 AY1696
 AY1696;                    North         East    Units  Estimated Accuracy
 AY1696;SPC TXSC     - 4,237,760.      609,360.      MT  (+/- 180 meters Scaled)
 AY1696
 AY1696                          SUPERSEDED SURVEY CONTROL
 AY1696
 AY1696.No superseded survey control is available for this station.
 AY1696
 AY1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU093164(NAD 83)
 AY1696_MARKER: I = METAL ROD
 AY1696_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1696_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1696_STAMPING: F 1466 1982
 AY1696_MARK LOGO: NGS   
 AY1696_PROJECTION: RECESSED 3 CENTIMETERS
 AY1696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1696+STABILITY: POSITION/ELEVATION WELL
 AY1696_ROD/PIPE-DEPTH: 9.2  meters
 AY1696_SLEEVE-DEPTH  : 8.2 meters
 AY1696
 AY1696  HISTORY     - Date     Condition        Report By
 AY1696  HISTORY     - 1982     MONUMENTED       NGS
 AY1696  HISTORY     - 1990     GOOD             USPSQD
 AY1696  HISTORY     - 19940309 GOOD             USPSQD
 AY1696  HISTORY     - 20050521 GOOD             USPSQD
 AY1696
 AY1696                          STATION DESCRIPTION
 AY1696
 AY1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1696'IN COMFORT.
 AY1696'SET ON THE NORTHEAST SIDE OF THE NORTHEAST CHAIN LINK FENCE AROUND THE
 AY1696'LOWER COLORADO RIVER AUTHORITY SUB STATION IN COMFORT, THAT IS LOCATED
 AY1696'ON THE NORTH SIDE OF COMFORT, AT THE JUNCTION OF U.S. HIGHWAY 87 NORTH
 AY1696'AND INTERSTATE HIGHWAY 10, 28.0 METERS (92.0 FT) EAST OF THE
 AY1696'CENTERLINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 87, 30.7 METERS
 AY1696'(101.0 FT) SOUTH OF THE EAST BOUND ENTRANCE ROAD TO INTERSTATE HIGHWAY
 AY1696'10, 17.0 METERS (56.0 FT) SOUTHEAST OF THE MOST WESTERLY NORTHEAST
 AY1696'CORNER OF THE CHAIN LINK FENCE, 21.5 METERS (70.5 FT) SOUTHWEST OF THE
 AY1696'MOST EASTERLY NORTHEAST CORNER OF THE CHAIN LINK FENCE, 21.5 METERS
 AY1696'(70.5 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, 17.6 METERS (58.0 FT)
 AY1696'SOUTHEAST OF THE MOST WESTERLY ONE OF TWO RIGHT OF WAY MARKERS, AND
 AY1696'1.5 METERS (5.0 FT) NORTHEAST OF THE FENCE.
 AY1696'THE MARK IS 1.5 METERS  NE FROM A WITNESS POST.
 AY1696'THE MARK IS 1.8 M BELOW HIGHWAY 85.
 AY1696
 AY1696                          STATION RECOVERY (1990)
 AY1696
 AY1696'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1696'RECOVERED IN GOOD CONDITION.
 AY1696
 AY1696                          STATION RECOVERY (1994)
 AY1696
 AY1696'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1696'RECOVERED IN GOOD CONDITION.
 AY1696
 AY1696                          STATION RECOVERY (2005)
 AY1696
 AY1696'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0531 ***********************************************************************
 BN0531  DESIGNATION -  F 1467
 BN0531  PID         -  BN0531
 BN0531  STATE/COUNTY-  TX/GILLESPIE
 BN0531  USGS QUAD   -  CHERRY MOUNTAIN (1967)
 BN0531
 BN0531                         *CURRENT SURVEY CONTROL
 BN0531  ___________________________________________________________________
 BN0531* NAD 83(1986)-  30 23 23.     (N)    098 57 39.     (W)     SCALED    
 BN0531* NAVD 88     -       638.900  (meters)    2096.12   (feet)  ADJUSTED  
 BN0531  ___________________________________________________________________
 BN0531  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BN0531  DYNAMIC HT  -         637.997 (meters)    2093.16  (feet)  COMP
 BN0531  MODELED GRAV-     979,206.7   (mgal)                       NAVD 88
 BN0531
 BN0531  VERT ORDER  -  FIRST     CLASS II
 BN0531
 BN0531.The horizontal coordinates were scaled from a topographic map and have
 BN0531.an estimated accuracy of +/- 6 seconds.
 BN0531
 BN0531.The orthometric height was determined by differential leveling
 BN0531.and adjusted by the National Geodetic Survey in June 1991..
 BN0531
 BN0531.The geoid height was determined by GEOID03.
 BN0531
 BN0531.The dynamic height is computed by dividing the NAVD 88
 BN0531.geopotential number by the normal gravity value computed on the
 BN0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0531.degrees latitude (g = 980.6199 gals.).
 BN0531
 BN0531.The modeled gravity was interpolated from observed gravity values.
 BN0531
 BN0531;                    North         East    Units  Estimated Accuracy
 BN0531;SPC TX C     - 3,080,970.      831,900.      MT  (+/- 180 meters Scaled)
 BN0531
 BN0531                          SUPERSEDED SURVEY CONTROL
 BN0531
 BN0531.No superseded survey control is available for this station.
 BN0531
 BN0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU037619(NAD 83)
 BN0531_MARKER: I = METAL ROD
 BN0531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0531_SP_SET: STAINLESS STEEL ROD
 BN0531_STAMPING: F 1467 1982
 BN0531_MARK LOGO: NGS   
 BN0531_PROJECTION: FLUSH
 BN0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0531+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0531_ROD/PIPE-DEPTH: 1.2  meters
 BN0531
 BN0531  HISTORY     - Date     Condition        Report By
 BN0531  HISTORY     - 1982     MONUMENTED       NGS
 BN0531  HISTORY     - 19930728 GOOD             USPSQD
 BN0531  HISTORY     - 19960309 GOOD             USPSQD
 BN0531  HISTORY     - 20051123 GOOD             USPSQD
 BN0531
 BN0531                          STATION DESCRIPTION
 BN0531
 BN0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0531'16.1 KM (10.5 MI) NW FROM FREDERICKSBURG.
 BN0531'16.1 KM (10.5 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0531'U.S. HIGHWAY 87 AND U.S. HIGHWAY 290 (WASHINGTON STREET), 18.3 METERS
 BN0531'(60.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27.3 METERS
 BN0531'(89.7 FT) SOUTHWEST OF A TELEPHONE POLE, 1.0 METER (3.3 FT) WEST
 BN0531'NORTHWEST OF A TELEPHONE JUNCTION BOX, 0.24 METERS (0.8 FT) SOUTH
 BN0531'SOUTHWEST OF THE FENCE LINE, 138.4 METERS (454.0 FT) NORTHWEST OF THE
 BN0531'TELEPHONE POLE NUMBER 160, AND 152.4 METERS (507.0 FT) NORTHWEST OF
 BN0531'THE NORTH END OF A FOUR CHANNEL CULVERT UNDER HIGHWAY, NOTE, ROD
 BN0531'DRIVEN TO REFUSAL.
 BN0531'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 BN0531'THE MARK IS 0.3 M ABOVE HIGHWAY.
 BN0531
 BN0531                          STATION RECOVERY (1993)
 BN0531
 BN0531'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0531'RECOVERED IN GOOD CONDITION.
 BN0531
 BN0531                          STATION RECOVERY (1996)
 BN0531
 BN0531'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0531'RECOVERED IN GOOD CONDITION.
 BN0531
 BN0531                          STATION RECOVERY (2005)
 BN0531
 BN0531'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0531'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0432 ***********************************************************************
 DP0432  DESIGNATION -  F 1468
 DP0432  PID         -  DP0432
 DP0432  STATE/COUNTY-  TX/LUBBOCK
 DP0432  USGS QUAD   -  SLATON (1975)
 DP0432
 DP0432                         *CURRENT SURVEY CONTROL
 DP0432  ___________________________________________________________________
 DP0432* NAD 83(1986)-  33 27 29.     (N)    101 40 04.     (W)     SCALED    
 DP0432* NAVD 88     -       947.763  (meters)    3109.45   (feet)  ADJUSTED  
 DP0432  ___________________________________________________________________
 DP0432  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 DP0432  DYNAMIC HT  -         946.544 (meters)    3105.45  (feet)  COMP
 DP0432  MODELED GRAV-     979,319.1   (mgal)                       NAVD 88
 DP0432
 DP0432  VERT ORDER  -  FIRST     CLASS II
 DP0432
 DP0432.The horizontal coordinates were scaled from a topographic map and have
 DP0432.an estimated accuracy of +/- 6 seconds.
 DP0432
 DP0432.The orthometric height was determined by differential leveling
 DP0432.and adjusted by the National Geodetic Survey in June 1991..
 DP0432
 DP0432.The geoid height was determined by GEOID03.
 DP0432
 DP0432.The dynamic height is computed by dividing the NAVD 88
 DP0432.geopotential number by the normal gravity value computed on the
 DP0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0432.degrees latitude (g = 980.6199 gals.).
 DP0432
 DP0432.The modeled gravity was interpolated from observed gravity values.
 DP0432
 DP0432;                    North         East    Units  Estimated Accuracy
 DP0432;SPC TXNC     - 2,203,090.      305,580.      MT  (+/- 180 meters Scaled)
 DP0432
 DP0432                          SUPERSEDED SURVEY CONTROL
 DP0432
 DP0432.No superseded survey control is available for this station.
 DP0432
 DP0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC520052(NAD 83)
 DP0432_MARKER: DV = VERTICAL CONTROL DISK
 DP0432_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP0432_SP_SET: PIER
 DP0432_STAMPING: F 1468 1982
 DP0432_MARK LOGO: NGS   
 DP0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0432+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1997
 DP0432
 DP0432  HISTORY     - Date     Condition        Report By
 DP0432  HISTORY     - 1982     MONUMENTED       NGS
 DP0432  HISTORY     - 19890630 GOOD             NGS
 DP0432  HISTORY     - 19970327 GOOD             NGS
 DP0432
 DP0432                          STATION DESCRIPTION
 DP0432
 DP0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0432'21.6 KM (13.4 MI) SE FROM LUBBOCK.
 DP0432'9.6 KM (5.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0432'RAILROAD STATION IN LUBBOCK, THENCE 12.0 KM (7.45 MI) SOUTHEASTERLY
 DP0432'ALONG U.S. HIGHWAY 84, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 DP0432'MOST NORTHWESTERLY 1 OF 4 PIERS OF THE LOOP 251 NORTHWEST BOUND
 DP0432'OVERPASS OF THE HIGHWAY AND 7.8 METERS (25.6 FT) NORTH OF THE
 DP0432'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY.
 DP0432'THE MARK IS 1.2 M ABOVE THE GROUND.
 DP0432
 DP0432                          STATION RECOVERY (1989)
 DP0432
 DP0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0432'RECOVERED IN GOOD CONDITION.
 DP0432
 DP0432                          STATION RECOVERY (1997)
 DP0432
 DP0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0432'5.2 KM (3.25 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION OF
 DP0432'FARM ROAD 400 IN SLAYTON, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 DP0432'MOST NORTHWESTERLY OF 4 CONCRETE COLUMNS OF THE 1ST PIER WEST OF THE
 DP0432'EAST ABUTMENT OF THE EASTBOUND U.S.  HIGHWAY 84 BUSINESS OVERPASS OF
 DP0432'THE WESTBOUND LANES OF THE HIGHWAY, 7.3 M (24.0 FT) NORTHEAST OF THE
 DP0432'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 5.3 M (17.4 FT)
 DP0432'NORTHWEST OF THE CENTER OF THE BUSINESS ROUTE, AND 1.0 M (3.3 FT)
 DP0432'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0673 ***********************************************************************
 DQ0673  DESIGNATION -  F 1469
 DQ0673  PID         -  DQ0673
 DQ0673  STATE/COUNTY-  TX/LUBBOCK
 DQ0673  USGS QUAD   -  WOLFFORTH NE (1985)
 DQ0673
 DQ0673                         *CURRENT SURVEY CONTROL
 DQ0673  ___________________________________________________________________
 DQ0673* NAD 83(1986)-  33 41 04.     (N)    102 00 03.     (W)     SCALED    
 DQ0673* NAVD 88     -      1001.024  (meters)    3284.19   (feet)  ADJUSTED  
 DQ0673  ___________________________________________________________________
 DQ0673  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 DQ0673  DYNAMIC HT  -         999.724 (meters)    3279.93  (feet)  COMP
 DQ0673  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 DQ0673
 DQ0673  VERT ORDER  -  FIRST     CLASS II
 DQ0673
 DQ0673.The horizontal coordinates were scaled from a topographic map and have
 DQ0673.an estimated accuracy of +/- 6 seconds.
 DQ0673
 DQ0673.The orthometric height was determined by differential leveling
 DQ0673.and adjusted by the National Geodetic Survey in June 1991..
 DQ0673
 DQ0673.The geoid height was determined by GEOID03.
 DQ0673
 DQ0673.The dynamic height is computed by dividing the NAVD 88
 DQ0673.geopotential number by the normal gravity value computed on the
 DQ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0673.degrees latitude (g = 980.6199 gals.).
 DQ0673
 DQ0673.The modeled gravity was interpolated from observed gravity values.
 DQ0673
 DQ0673;                    North         East    Units  Estimated Accuracy
 DQ0673;SPC TXNC     - 2,229,170.      275,470.      MT  (+/- 180 meters Scaled)
 DQ0673
 DQ0673                          SUPERSEDED SURVEY CONTROL
 DQ0673
 DQ0673.No superseded survey control is available for this station.
 DQ0673
 DQ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT780312(NAD 83)
 DQ0673_MARKER: DB = BENCH MARK DISK
 DQ0673_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ0673_SP_SET: PIER
 DQ0673_STAMPING: F 1469 1982
 DQ0673_MARK LOGO: NGS   
 DQ0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ0673+STABILITY: POSITION/ELEVATION WELL
 DQ0673
 DQ0673  HISTORY     - Date     Condition        Report By
 DQ0673  HISTORY     - 1982     MONUMENTED       NGS
 DQ0673
 DQ0673                          STATION DESCRIPTION
 DQ0673
 DQ0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0673'18.7 KM (11.65 MI) NW FROM LUBBOCK.
 DQ0673'15.9 KM (9.9 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DQ0673'RAILROAD STATION IN LUBBOCK, THENCE 2.8 KM (1.75 MI) NORTHWESTERLY
 DQ0673'ALONG U.S. HIGHWAY 84, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 DQ0673'SOUTHERLY 1 OF 3 PIERS OF THE NORTHWEST BOUND OVERPASS OF FARM ROAD
 DQ0673'179 AND 6.4 METERS (21.0 FT) EAST OF THE CENTER OF THE SOUTH BOUND
 DQ0673'LANE OF THE FARM ROAD.
 DQ0673'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0156 ***********************************************************************
 CR0156  DESIGNATION -  F 147
 CR0156  PID         -  CR0156
 CR0156  STATE/COUNTY-  TX/RUSK
 CR0156  USGS QUAD   -  MINDEN (1983)
 CR0156
 CR0156                         *CURRENT SURVEY CONTROL
 CR0156  ___________________________________________________________________
 CR0156* NAD 83(1986)-  32 00 12.     (N)    094 42 33.     (W)     SCALED    
 CR0156* NAVD 88     -       142.604  (meters)     467.86   (feet)  ADJUSTED  
 CR0156  ___________________________________________________________________
 CR0156  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CR0156  DYNAMIC HT  -         142.433 (meters)     467.30  (feet)  COMP
 CR0156  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 CR0156
 CR0156  VERT ORDER  -  SECOND    CLASS 0
 CR0156
 CR0156.The horizontal coordinates were scaled from a topographic map and have
 CR0156.an estimated accuracy of +/- 6 seconds.
 CR0156
 CR0156.The orthometric height was determined by differential leveling
 CR0156.and adjusted by the National Geodetic Survey in June 1991..
 CR0156
 CR0156.The geoid height was determined by GEOID03.
 CR0156
 CR0156.The dynamic height is computed by dividing the NAVD 88
 CR0156.geopotential number by the normal gravity value computed on the
 CR0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0156.degrees latitude (g = 980.6199 gals.).
 CR0156
 CR0156.The modeled gravity was interpolated from observed gravity values.
 CR0156
 CR0156;                    North         East    Units  Estimated Accuracy
 CR0156;SPC TXNC     - 2,043,800.      958,130.      MT  (+/- 180 meters Scaled)
 CR0156
 CR0156                          SUPERSEDED SURVEY CONTROL
 CR0156
 CR0156  NGVD 29 (??/??/92)  142.610  (m)          467.88   (f) ADJ UNCH    2 0
 CR0156
 CR0156.Superseded values are not recommended for survey control.
 CR0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0156.See file dsdata.txt to determine how the superseded data were derived.
 CR0156
 CR0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR385420(NAD 83)
 CR0156_MARKER: DB = BENCH MARK DISK
 CR0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0156_SP_SET: CULVERT
 CR0156_STAMPING: F 147 1938
 CR0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0156
 CR0156  HISTORY     - Date     Condition        Report By
 CR0156  HISTORY     - 1938     MONUMENTED       CGS
 CR0156  HISTORY     - 1943     GOOD             NGS
 CR0156
 CR0156                          STATION DESCRIPTION
 CR0156
 CR0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CR0156'0.7 MI S FROM MINDEN.
 CR0156'0.7 MILE SOUTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT MINDEN,
 CR0156'RUSK COUNTY, 65 YARDS SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING
 CR0156'WEST, AT A CONCRETE-BOX CULVERT, IN THE CENTER OF THE TOP OF THE WEST
 CR0156'CONCRETE HEADWALL, 12 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 CR0156'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 147 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0527 ***********************************************************************
 EO0527  DESIGNATION -  F 1470
 EO0527  PID         -  EO0527
 EO0527  STATE/COUNTY-  TX/BAILEY
 EO0527  USGS QUAD   -  LARIAT (1980)
 EO0527
 EO0527                         *CURRENT SURVEY CONTROL
 EO0527  ___________________________________________________________________
 EO0527* NAD 83(1986)-  34 18 45.     (N)    102 53 09.     (W)     SCALED    
 EO0527* NAVD 88     -      1215.128  (meters)    3986.63   (feet)  ADJUSTED  
 EO0527  ___________________________________________________________________
 EO0527  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 EO0527  DYNAMIC HT  -        1213.551 (meters)    3981.46  (feet)  COMP
 EO0527  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 EO0527
 EO0527  VERT ORDER  -  FIRST     CLASS II
 EO0527
 EO0527.The horizontal coordinates were scaled from a topographic map and have
 EO0527.an estimated accuracy of +/- 6 seconds.
 EO0527
 EO0527.The orthometric height was determined by differential leveling
 EO0527.and adjusted by the National Geodetic Survey in June 1991..
 EO0527
 EO0527.The geoid height was determined by GEOID03.
 EO0527
 EO0527.The dynamic height is computed by dividing the NAVD 88
 EO0527.geopotential number by the normal gravity value computed on the
 EO0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0527.degrees latitude (g = 980.6199 gals.).
 EO0527
 EO0527.The modeled gravity was interpolated from observed gravity values.
 EO0527
 EO0527;                    North         East    Units  Estimated Accuracy
 EO0527;SPC TXNC     - 2,301,850.      196,380.      MT  (+/- 180 meters Scaled)
 EO0527
 EO0527                          SUPERSEDED SURVEY CONTROL
 EO0527
 EO0527.No superseded survey control is available for this station.
 EO0527
 EO0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT945988(NAD 83)
 EO0527_MARKER: I = METAL ROD
 EO0527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0527_SP_SET: STAINLESS STEEL ROD
 EO0527_STAMPING: F 1470 1982
 EO0527_MARK LOGO: NGS   
 EO0527_PROJECTION: FLUSH
 EO0527_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0527_ROD/PIPE-DEPTH: 5.5  meters
 EO0527
 EO0527  HISTORY     - Date     Condition        Report By
 EO0527  HISTORY     - 1982     MONUMENTED       NGS
 EO0527  HISTORY     - 20000425 GOOD             TXDOT
 EO0527  HISTORY     - 20051023 GOOD             GEOCAC
 EO0527
 EO0527                          STATION DESCRIPTION
 EO0527
 EO0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0527'17.8 KM (11.05 MI) NW FROM MULESHOE.
 EO0527'17.8 KM (11.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM
 EO0527'THEIR JUNCTION IN MULESHOE, 15.8 METERS (51.8 FT) SOUTHWEST OF THE
 EO0527'NEAR RAIL OF THE SANTA FE RAILROAD, 14.0 METERS (45.9 FT) NORTHEAST OF
 EO0527'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 1.4 METERS
 EO0527'(4.6 FT) SOUTHEAST OF UTILITY POLE NUMBER 2 AND 0.9 METER (3.0 FT)
 EO0527'SOUTH OF REFERENCE MARK PARILEY NO 2.  NOTE=ACCESS TO THE DATUM POINT
 EO0527'IS THROUGH A 5-INCH LOGO CAP.
 EO0527'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0527'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EO0527
 EO0527                          STATION RECOVERY (2000)
 EO0527
 EO0527'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 EO0527'GOOD CONDITION.
 EO0527
 EO0527                          STATION RECOVERY (2005)
 EO0527
 EO0527'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0527'HANDHELD COORDINATES ARE
 EO0527'34 18.781N
 EO0527'102 53.118W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0648 ***********************************************************************
 DQ0648  DESIGNATION -  F 1471
 DQ0648  PID         -  DQ0648
 DQ0648  STATE/COUNTY-  TX/LAMB
 DQ0648  USGS QUAD   -  BULL LAKE (1981)
 DQ0648
 DQ0648                         *CURRENT SURVEY CONTROL
 DQ0648  ___________________________________________________________________
 DQ0648* NAD 83(1986)-  33 58 21.     (N)    102 23 24.     (W)     SCALED    
 DQ0648* NAVD 88     -      1106.432  (meters)    3630.02   (feet)  ADJUSTED  
 DQ0648  ___________________________________________________________________
 DQ0648  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 DQ0648  DYNAMIC HT  -        1104.998 (meters)    3625.31  (feet)  COMP
 DQ0648  MODELED GRAV-     979,301.6   (mgal)                       NAVD 88
 DQ0648
 DQ0648  VERT ORDER  -  FIRST     CLASS II
 DQ0648
 DQ0648.The horizontal coordinates were scaled from a topographic map and have
 DQ0648.an estimated accuracy of +/- 6 seconds.
 DQ0648
 DQ0648.The orthometric height was determined by differential leveling
 DQ0648.and adjusted by the National Geodetic Survey in June 1991..
 DQ0648
 DQ0648.The geoid height was determined by GEOID03.
 DQ0648
 DQ0648.The dynamic height is computed by dividing the NAVD 88
 DQ0648.geopotential number by the normal gravity value computed on the
 DQ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0648.degrees latitude (g = 980.6199 gals.).
 DQ0648
 DQ0648.The modeled gravity was interpolated from observed gravity values.
 DQ0648
 DQ0648;                    North         East    Units  Estimated Accuracy
 DQ0648;SPC TXNC     - 2,262,360.      240,590.      MT  (+/- 180 meters Scaled)
 DQ0648
 DQ0648                          SUPERSEDED SURVEY CONTROL
 DQ0648
 DQ0648.No superseded survey control is available for this station.
 DQ0648
 DQ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT411621(NAD 83)
 DQ0648_MARKER: I = METAL ROD
 DQ0648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0648_SP_SET: STAINLESS STEEL ROD
 DQ0648_STAMPING: F 1471 1982
 DQ0648_MARK LOGO: NGS   
 DQ0648_PROJECTION: FLUSH
 DQ0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0648_ROD/PIPE-DEPTH: 6.1  meters
 DQ0648
 DQ0648  HISTORY     - Date     Condition        Report By
 DQ0648  HISTORY     - 1982     MONUMENTED       NGS
 DQ0648
 DQ0648                          STATION DESCRIPTION
 DQ0648
 DQ0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0648'10.4 KM (6.45 MI) NW FROM LITTLEFIELD.
 DQ0648'10.4 KM (6.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0648'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 0.2 KM (0.1 MI)
 DQ0648'NORTHWEST OF THE JUNCTION OF A GRAVELED ROAD LEADING WEST, 15.6 METERS
 DQ0648'(51.2 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 DQ0648'THE HIGHWAY AND 0.9 METER (3.0 FT) NORTHEAST OF UTILITY POLE NUMBER 4.
 DQ0648'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DQ0648'THE MARK IS 1.0 METERS  NNE FROM A WITNESS POST.
 DQ0648'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4843 ***********************************************************************
 AW4843  DESIGNATION -  F 1472
 AW4843  PID         -  AW4843
 AW4843  STATE/COUNTY-  TX/HARRIS
 AW4843  USGS QUAD   -  BELLAIRE (1995)
 AW4843
 AW4843                         *CURRENT SURVEY CONTROL
 AW4843  ___________________________________________________________________
 AW4843* NAD 83(1986)-  29 43 37.     (N)    095 27 02.     (W)     SCALED    
 AW4843* NAVD 88     -        17.317  (meters)      56.81   (feet)  ADJUSTED  
 AW4843  ___________________________________________________________________
 AW4843  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW4843  DYNAMIC HT  -          17.293 (meters)      56.74  (feet)  COMP
 AW4843  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AW4843
 AW4843  VERT ORDER  -  FIRST     CLASS II
 AW4843
 AW4843.The horizontal coordinates were scaled from a topographic map and have
 AW4843.an estimated accuracy of +/- 6 seconds.
 AW4843
 AW4843.The orthometric height was determined by differential leveling
 AW4843.and adjusted by the National Geodetic Survey in July 2002..
 AW4843
 AW4843.The geoid height was determined by GEOID03.
 AW4843
 AW4843.The dynamic height is computed by dividing the NAVD 88
 AW4843.geopotential number by the normal gravity value computed on the
 AW4843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4843.degrees latitude (g = 980.6199 gals.).
 AW4843
 AW4843.The modeled gravity was interpolated from observed gravity values.
 AW4843
 AW4843;                    North         East    Units  Estimated Accuracy
 AW4843;SPC TXSC     - 4,215,070.      943,320.      MT  (+/- 180 meters Scaled)
 AW4843
 AW4843                          SUPERSEDED SURVEY CONTROL
 AW4843
 AW4843  NAVD 88 (09/11/96)   17.312  (m)           56.80   (f) UNKNOWN     1 2
 AW4843  NAVD 88 (06/15/91)   17.444  (m)           57.23   (f) UNKNOWN     1 2
 AW4843  NGVD 29 (12/23/87)   17.440  (m)           57.22   (f) ADJUSTED    1 2
 AW4843
 AW4843.Superseded values are not recommended for survey control.
 AW4843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4843.See file dsdata.txt to determine how the superseded data were derived.
 AW4843
 AW4843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN629910(NAD 83)
 AW4843_MARKER: I = METAL ROD
 AW4843_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4843_SP_SET: STAINLESS STEEL ROD
 AW4843_STAMPING: F 1472 1983
 AW4843_MARK LOGO: NGS   
 AW4843_PROJECTION: FLUSH
 AW4843_MAGNETIC: I = MARKER IS A STEEL ROD
 AW4843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4843+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW4843_ROD/PIPE-DEPTH: 9.7  meters
 AW4843
 AW4843  HISTORY     - Date     Condition        Report By
 AW4843  HISTORY     - 1983     MONUMENTED       NGS
 AW4843  HISTORY     - 1986     GOOD             NGS
 AW4843  HISTORY     - 1990     GOOD             USPSQD
 AW4843  HISTORY     - 19951009 GOOD             CHANCE
 AW4843  HISTORY     - 19960206 GOOD             NGS
 AW4843  HISTORY     - 20040529 GOOD             USPSQD
 AW4843  HISTORY     - 20051006 GOOD             USPSQD
 AW4843
 AW4843                          STATION DESCRIPTION
 AW4843
 AW4843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4843'3.7 KM (2.3 MI) NE FROM BELLAIRE.
 AW4843'0.3 KM (0.2 MI) EAST ALONG CEDAR STREET FROM THE POST OFFICE IN
 AW4843'BELLAIRE, THENCE 2.1 KM (1.3 MI) NORTHEAST ALONG BISSONNET STREET,
 AW4843'THENCE 1.2 KM (0.75 MI) NORTH ALONG NEW CASTLE STREET, THENCE 0.1 KM
 AW4843'(0.05 MI) EAST ALONG WEST PARK STREET, AT THE SOUTH ENTRANCE LEADING
 AW4843'NORTH TO THE CITY OF HOUSTON SOUTHWEST WATER PLANT, 13.41 METERS
 AW4843'(44.0 FT) NORTH OF THE APPROXIMATE CENTER OF A LEFT TURN LANE AND
 AW4843'CENTER OF WEST PARK STREET (UNDER CONSTRUCTION AT THIS TIME),
 AW4843'5.18 METERS (17.0 FT) EAST OF THE CENTER OF A DOUBLE GATE AND A
 AW4843'CONCRETE DRIVEWAY LEADING NORTH TO THE PLANT, 42.37 METERS (139.0 FT)
 AW4843'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PLANT BUILDING,
 AW4843'35.36 METERS (116.0 FT) EAST-SOUTHEAST OF THE CENTER OF A SMALL METAL
 AW4843'BUILDING AT THE SOUTHWEST EXTENSOMETER SITE, AND 0.30 METERS (1.0 FT)
 AW4843'NORTH OF THE SECURITY FENCE AROUND THE PLANT.
 AW4843'THE MARK IS 0.35 METERS  NNE FROM A WITNESS POST.
 AW4843'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 AW4843
 AW4843                          STATION RECOVERY (1986)
 AW4843
 AW4843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4843'RECOVERED IN GOOD CONDITION.
 AW4843
 AW4843                          STATION RECOVERY (1990)
 AW4843
 AW4843'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW4843'RECOVERED IN GOOD CONDITION.
 AW4843
 AW4843                          STATION RECOVERY (1995)
 AW4843
 AW4843'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW4843'RECOVERED IN GOOD CONDITION AS DESCRIBED.  NOTE= ROD EXTENDS ABOVE
 AW4843'LID.  ADDITIONAL TIES FOLLOW.  4.5 FT (1.4 M) WEST OF THE EAST GATE
 AW4843'POST FOR THE SOUTH ENTRANCE.  170 FT (51.8 M) EAST OF THE WEST
 AW4843'PERIMETER FENCE.  89 FT (27.1 M) SOUTHEAST OF A UTILITY POLE.
 AW4843
 AW4843                          STATION RECOVERY (1996)
 AW4843
 AW4843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW4843'IN HOUSTON, 42.2 M (138.5 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 AW4843'HOUSTON SOUTHWEST WATER PLANT AT 4410 WEST PARK, 35.4 M (116.1 FT)
 AW4843'SOUTHEAST OF THE CENTER OF AN EXTENSOMETER BUILDING, 27.2 M (89.2 FT)
 AW4843'SOUTHEAST OF A UTILITY POLE, 4.8 M (15.7 FT) EAST OF THE CENTER OF A
 AW4843'DRIVEWAY, 1.4 M (4.6 FT) WEST OF THE EAST GATE POST FOR THE SOUTH
 AW4843'ENTRANCE, 4.5 M (14.8 FT) SOUTH OF THE MOST SOUTHERLY OF 3 VENT PIPES,
 AW4843'0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTH
 AW4843'OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AW4843'CAP.
 AW4843
 AW4843                          STATION RECOVERY (2004)
 AW4843
 AW4843'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4843'RECOVERED IN GOOD CONDITION.
 AW4843
 AW4843                          STATION RECOVERY (2005)
 AW4843
 AW4843'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW4843'FOUND AS DESCRIBED.
 AW4843' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0914 ***********************************************************************
 CA0914  DESIGNATION -  F 1473
 CA0914  PID         -  CA0914
 CA0914  STATE/COUNTY-  TX/BROWN
 CA0914  USGS QUAD   -  BROWNWOOD (1996)
 CA0914
 CA0914                         *CURRENT SURVEY CONTROL
 CA0914  ___________________________________________________________________
 CA0914* NAD 83(1986)-  31 42 57.     (N)    098 52 42.     (W)     SCALED    
 CA0914* NAVD 88     -       421.991  (meters)    1384.48   (feet)  ADJUSTED  
 CA0914  ___________________________________________________________________
 CA0914  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CA0914  DYNAMIC HT  -         421.441 (meters)    1382.68  (feet)  COMP
 CA0914  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 CA0914
 CA0914  VERT ORDER  -  FIRST     CLASS II
 CA0914
 CA0914.The horizontal coordinates were scaled from a topographic map and have
 CA0914.an estimated accuracy of +/- 6 seconds.
 CA0914
 CA0914.The orthometric height was determined by differential leveling
 CA0914.and adjusted by the National Geodetic Survey in June 1991..
 CA0914
 CA0914.The geoid height was determined by GEOID03.
 CA0914
 CA0914.The dynamic height is computed by dividing the NAVD 88
 CA0914.geopotential number by the normal gravity value computed on the
 CA0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0914.degrees latitude (g = 980.6199 gals.).
 CA0914
 CA0914.The modeled gravity was interpolated from observed gravity values.
 CA0914
 CA0914;                    North         East    Units  Estimated Accuracy
 CA0914;SPC TX C     - 3,228,070.      837,900.      MT  (+/- 180 meters Scaled)
 CA0914
 CA0914                          SUPERSEDED SURVEY CONTROL
 CA0914
 CA0914.No superseded survey control is available for this station.
 CA0914
 CA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA115089(NAD 83)
 CA0914_MARKER: I = METAL ROD
 CA0914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0914_SP_SET: STAINLESS STEEL ROD
 CA0914_STAMPING: F 1473 1983
 CA0914_MARK LOGO: NGS   
 CA0914_PROJECTION: FLUSH
 CA0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0914+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 CA0914_ROD/PIPE-DEPTH: 5.2  meters
 CA0914
 CA0914  HISTORY     - Date     Condition        Report By
 CA0914  HISTORY     - 1983     MONUMENTED       NGS
 CA0914  HISTORY     - 20020730 GOOD             USPSQD
 CA0914
 CA0914                          STATION DESCRIPTION
 CA0914
 CA0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0914'7.0 KM (4.3 MI) SE FROM EARLY.
 CA0914'7.0 KM (4.35 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 183 FROM ITS
 CA0914'JUNCTION WITH U.S. HIGHWAYS 67 AND 377 IN EARLY, 13.9 METERS (45.6 FT)
 CA0914'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 CA0914'HIGHWAY, 13.6 METERS (44.6 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 CA0914'ROAD, 11.3 METERS (37.1 FT) SOUTHEAST OF A FENCE CORNER AND 0.9 METERS
 CA0914'(3.0 FT) NORTHWEST OF A UTILITY POLE.  NOTE, ACCESS TO THE DATUM POINT
 CA0914'IS THROUGH A 5-INCH LOGO CAP.
 CA0914'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CA0914'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0914
 CA0914                          STATION RECOVERY (2002)
 CA0914
 CA0914'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0940 ***********************************************************************
 CA0940  DESIGNATION -  F 1474
 CA0940  PID         -  CA0940
 CA0940  STATE/COUNTY-  TX/MILLS
 CA0940  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0940
 CA0940                         *CURRENT SURVEY CONTROL
 CA0940  ___________________________________________________________________
 CA0940* NAD 83(1986)-  31 24 10.     (N)    098 32 27.     (W)     SCALED    
 CA0940* NAVD 88     -       462.986  (meters)    1518.98   (feet)  ADJUSTED  
 CA0940  ___________________________________________________________________
 CA0940  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CA0940  DYNAMIC HT  -         462.369 (meters)    1516.96  (feet)  COMP
 CA0940  MODELED GRAV-     979,293.3   (mgal)                       NAVD 88
 CA0940
 CA0940  VERT ORDER  -  FIRST     CLASS II
 CA0940
 CA0940.The horizontal coordinates were scaled from a topographic map and have
 CA0940.an estimated accuracy of +/- 6 seconds.
 CA0940
 CA0940.The orthometric height was determined by differential leveling
 CA0940.and adjusted by the National Geodetic Survey in June 1991..
 CA0940
 CA0940.The geoid height was determined by GEOID03.
 CA0940
 CA0940.The dynamic height is computed by dividing the NAVD 88
 CA0940.geopotential number by the normal gravity value computed on the
 CA0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0940.degrees latitude (g = 980.6199 gals.).
 CA0940
 CA0940.The modeled gravity was interpolated from observed gravity values.
 CA0940
 CA0940;                    North         East    Units  Estimated Accuracy
 CA0940;SPC TX C     - 3,193,830.      870,440.      MT  (+/- 180 meters Scaled)
 CA0940
 CA0940                          SUPERSEDED SURVEY CONTROL
 CA0940
 CA0940.No superseded survey control is available for this station.
 CA0940
 CA0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV436743(NAD 83)
 CA0940_MARKER: I = METAL ROD
 CA0940_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0940+WITH SETTING: INFORMATION.
 CA0940_SP_SET: SHALLOW SET METAL ROD
 CA0940_STAMPING: F 1474 1983
 CA0940_MARK LOGO: NGS   
 CA0940_PROJECTION: FLUSH
 CA0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0940_ROD/PIPE-DEPTH: 1.8  meters
 CA0940
 CA0940  HISTORY     - Date     Condition        Report By
 CA0940  HISTORY     - 1983     MONUMENTED       NGS
 CA0940
 CA0940                          STATION DESCRIPTION
 CA0940
 CA0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0940'6.9 KM (4.25 MI) SE FROM GOLDTHWAITE.
 CA0940'0.2 KM (0.1 MI) EAST ALONG FOURTH STREET FROM THE COURTHOUSE IN
 CA0940'GOLDTHWAITE, THENCE 6.7 KM (4.15 MI) SOUTHEASTERLY ALONG THE SANTA FE
 CA0940'RAILROAD, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 309, 8.8 METERS (28.9
 CA0940'FT) SOUTHWEST OF THE NEAR RAIL, 4.7 METERS (15.4 FT) NORTHEAST OF A
 CA0940'FENCE AND 1.1 METERS (3.6 FT) SOUTHEAST OF A UTILITY POLE.  NOTE,
 CA0940'REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 CA0940'5-INCH LOGO CAP.
 CA0940'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CA0940'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0964 ***********************************************************************
 CA0964  DESIGNATION -  F 1475
 CA0964  PID         -  CA0964
 CA0964  STATE/COUNTY-  TX/LAMPASAS
 CA0964  USGS QUAD   -  KEMPNER (1954)
 CA0964
 CA0964                         *CURRENT SURVEY CONTROL
 CA0964  ___________________________________________________________________
 CA0964* NAD 83(1986)-  31 04 35.     (N)    098 02 21.     (W)     SCALED    
 CA0964* NAVD 88     -       284.641  (meters)     933.86   (feet)  ADJUSTED  
 CA0964  ___________________________________________________________________
 CA0964  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CA0964  DYNAMIC HT  -         284.263 (meters)     932.62  (feet)  COMP
 CA0964  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 CA0964
 CA0964  VERT ORDER  -  FIRST     CLASS II
 CA0964
 CA0964.The horizontal coordinates were scaled from a topographic map and have
 CA0964.an estimated accuracy of +/- 6 seconds.
 CA0964
 CA0964.The orthometric height was determined by differential leveling
 CA0964.and adjusted by the National Geodetic Survey in June 1991..
 CA0964
 CA0964.The geoid height was determined by GEOID03.
 CA0964
 CA0964.The dynamic height is computed by dividing the NAVD 88
 CA0964.geopotential number by the normal gravity value computed on the
 CA0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0964.degrees latitude (g = 980.6199 gals.).
 CA0964
 CA0964.The modeled gravity was interpolated from observed gravity values.
 CA0964
 CA0964;                    North         East    Units  Estimated Accuracy
 CA0964;SPC TX C     - 3,158,530.      918,890.      MT  (+/- 180 meters Scaled)
 CA0964
 CA0964                          SUPERSEDED SURVEY CONTROL
 CA0964
 CA0964.No superseded survey control is available for this station.
 CA0964
 CA0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV916384(NAD 83)
 CA0964_MARKER: I = METAL ROD
 CA0964_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0964+WITH SETTING: INFORMATION.
 CA0964_SP_SET: SHALLOW SET METAL ROD
 CA0964_STAMPING: F 1475 1983
 CA0964_MARK LOGO: NGS   
 CA0964_PROJECTION: FLUSH
 CA0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0964_ROD/PIPE-DEPTH: 1.2  meters
 CA0964
 CA0964  HISTORY     - Date     Condition        Report By
 CA0964  HISTORY     - 1983     MONUMENTED       NGS
 CA0964  HISTORY     - 20020420 GOOD             USPSQD
 CA0964
 CA0964                          STATION DESCRIPTION
 CA0964
 CA0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0964'16.5 KM (10.25 MI) EAST FROM LAMPASAS.
 CA0964'0.4 KM (0.25 MI) WEST ALONG EAST SECOND STREET FROM THE SANTA FE
 CA0964'RAILROAD STATION IN LAMPASAS, THENCE 16.1 KM (10.0 MI) EASTERLY ALONG
 CA0964'U.S. HIGHWAY 190, 30.5 METERS (100.1 FT) SOUTHEAST OF THE CENTERLINE
 CA0964'OF THE HIGHWAY, 11.3 METERS (37.1 FT) SOUTH OF A FENCE CORNER AND 3.6
 CA0964'METERS (11.8 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD.  NOTE,
 CA0964'REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 CA0964'5-INCH LOGO CAP.
 CA0964'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CA0964'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0964
 CA0964                          STATION RECOVERY (2002)
 CA0964
 CA0964'RECOVERY NOTE BY US POWER SQUADRON 2002 (JP)
 CA0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2455 ***********************************************************************
 CS2455  DESIGNATION -  F 1476
 CS2455  PID         -  CS2455
 CS2455  STATE/COUNTY-  TX/HILL
 CS2455  USGS QUAD   -  ITASCA (1965)
 CS2455
 CS2455                         *CURRENT SURVEY CONTROL
 CS2455  ___________________________________________________________________
 CS2455* NAD 83(1986)-  32 08 30.     (N)    097 08 40.     (W)     SCALED    
 CS2455* NAVD 88     -       203.529  (meters)     667.74   (feet)  ADJUSTED  
 CS2455  ___________________________________________________________________
 CS2455  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CS2455  DYNAMIC HT  -         203.279 (meters)     666.92  (feet)  COMP
 CS2455  MODELED GRAV-     979,407.6   (mgal)                       NAVD 88
 CS2455
 CS2455  VERT ORDER  -  FIRST     CLASS II
 CS2455
 CS2455.The horizontal coordinates were scaled from a topographic map and have
 CS2455.an estimated accuracy of +/- 6 seconds.
 CS2455
 CS2455.The orthometric height was determined by differential leveling
 CS2455.and adjusted by the National Geodetic Survey in June 1991..
 CS2455
 CS2455.The geoid height was determined by GEOID03.
 CS2455
 CS2455.The dynamic height is computed by dividing the NAVD 88
 CS2455.geopotential number by the normal gravity value computed on the
 CS2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2455.degrees latitude (g = 980.6199 gals.).
 CS2455
 CS2455.The modeled gravity was interpolated from observed gravity values.
 CS2455
 CS2455;                    North         East    Units  Estimated Accuracy
 CS2455;SPC TXNC     - 2,053,500.      727,890.      MT  (+/- 180 meters Scaled)
 CS2455
 CS2455                          SUPERSEDED SURVEY CONTROL
 CS2455
 CS2455.No superseded survey control is available for this station.
 CS2455
 CS2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA750576(NAD 83)
 CS2455_MARKER: I = METAL ROD
 CS2455_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2455_SP_SET: STAINLESS STEEL ROD
 CS2455_STAMPING: F 1476 1983
 CS2455_MARK LOGO: NGS   
 CS2455_PROJECTION: FLUSH
 CS2455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2455+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 CS2455_ROD/PIPE-DEPTH: 4.6  meters
 CS2455
 CS2455  HISTORY     - Date     Condition        Report By
 CS2455  HISTORY     - 1983     MONUMENTED       NGS
 CS2455  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CS2455  HISTORY     - 20030430 GOOD             NGS
 CS2455
 CS2455                          STATION DESCRIPTION
 CS2455
 CS2455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2455'14.8 KM (9.2 MI) SOUTH FROM GRANDVIEW.
 CS2455'14.8 KM (9.2 MI) SOUTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS
 CS2455'RAILROAD FROM ITS JUNCTION WITH FARM ROAD 916 IN GRANDVIEW, OR 14.9 KM
 CS2455'(9.25 MI) NORTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 CS2455'THE RAILROAD STATION IN HILLSBORO, 31.1 METERS (102.0 FT) WEST OF THE
 CS2455'NEAR RAIL, 16.6 METERS (54.5 FT) SOUTH OF A PRIVATE DRIVEWAY, 11.0
 CS2455'METERS (36.1 FT) WEST OF THE CENTER OF A PAVED ROAD AND 0.9 METER (3.0
 CS2455'FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CS2455'THROUGH A 5-INCH LOGO CAP.
 CS2455'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CS2455'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CS2455
 CS2455                          STATION RECOVERY (1995)
 CS2455
 CS2455'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2455'MARK NOT FOUND.
 CS2455
 CS2455                          STATION RECOVERY (2003)
 CS2455
 CS2455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 CS2455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2483 ***********************************************************************
 CS2483  DESIGNATION -  F 1477
 CS2483  PID         -  CS2483
 CS2483  STATE/COUNTY-  TX/TARRANT
 CS2483  USGS QUAD   -  BURLESON (1981)
 CS2483
 CS2483                         *CURRENT SURVEY CONTROL
 CS2483  ___________________________________________________________________
 CS2483* NAD 83(1986)-  32 35 55.     (N)    097 19 09.     (W)     SCALED    
 CS2483* NAVD 88     -       210.763  (meters)     691.48   (feet)  ADJUSTED  
 CS2483  ___________________________________________________________________
 CS2483  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CS2483  DYNAMIC HT  -         210.512 (meters)     690.65  (feet)  COMP
 CS2483  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 CS2483
 CS2483  VERT ORDER  -  FIRST     CLASS II
 CS2483
 CS2483.The horizontal coordinates were scaled from a topographic map and have
 CS2483.an estimated accuracy of +/- 6 seconds.
 CS2483
 CS2483.The orthometric height was determined by differential leveling
 CS2483.and adjusted by the National Geodetic Survey in June 1991..
 CS2483
 CS2483.The geoid height was determined by GEOID03.
 CS2483
 CS2483.The dynamic height is computed by dividing the NAVD 88
 CS2483.geopotential number by the normal gravity value computed on the
 CS2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2483.degrees latitude (g = 980.6199 gals.).
 CS2483
 CS2483.The modeled gravity was interpolated from observed gravity values.
 CS2483
 CS2483;                    North         East    Units  Estimated Accuracy
 CS2483;SPC TXNC     - 2,103,970.      710,840.      MT  (+/- 180 meters Scaled)
 CS2483
 CS2483                          SUPERSEDED SURVEY CONTROL
 CS2483
 CS2483.No superseded survey control is available for this station.
 CS2483
 CS2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB577080(NAD 83)
 CS2483_MARKER: DV = VERTICAL CONTROL DISK
 CS2483_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2483_SP_SET: PIER
 CS2483_STAMPING: F 1477 1983
 CS2483_MARK LOGO: NGS   
 CS2483_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS2483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2483
 CS2483  HISTORY     - Date     Condition        Report By
 CS2483  HISTORY     - 1983     MONUMENTED       NGS
 CS2483  HISTORY     - 19860423 GOOD             NGS
 CS2483  HISTORY     - 1990     GOOD             USPSQD
 CS2483  HISTORY     - 19960301 GOOD             USPSQD
 CS2483  HISTORY     - 20041023 GOOD             USPSQD
 CS2483
 CS2483                          STATION DESCRIPTION
 CS2483
 CS2483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2483'7.5 KM (4.65 MI) SOUTH FROM FORT WORTH.
 CS2483'7.5 KM (4.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 CS2483'WITH INTERSTATE HIGHWAY 20 IN FORT WORTH, SET VERTICALLY IN THE SOUTH
 CS2483'FACE OF THE MOST SOUTHERLY 1 OF 3 PIERS OF AN OVERPASS OVER THE
 CS2483'HIGHWAY AND 15.4 METERS (50.5 FT) EAST OF THE CENTERLINE OF THE NORTH
 CS2483'BOUND LANES OF THE HIGHWAY.
 CS2483'THE MARK IS 1.4 M ABOVE THE GROUND.
 CS2483
 CS2483                          STATION RECOVERY (1986)
 CS2483
 CS2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RHK)
 CS2483'RECOVERED AS DESCRIBED.
 CS2483
 CS2483                          STATION RECOVERY (1990)
 CS2483
 CS2483'RECOVERY NOTE BY US POWER SQUADRON 1990 (RHB)
 CS2483'RECOVERED IN GOOD CONDITION.
 CS2483
 CS2483                          STATION RECOVERY (1996)
 CS2483
 CS2483'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2483'RECOVERED IN GOOD CONDITION.
 CS2483
 CS2483                          STATION RECOVERY (2004)
 CS2483
 CS2483'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CS2483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2450 ***********************************************************************
 CS2450  DESIGNATION -  F 1478
 CS2450  PID         -  CS2450
 CS2450  STATE/COUNTY-  TX/PARKER
 CS2450  USGS QUAD   -  BROCK (1976)
 CS2450
 CS2450                         *CURRENT SURVEY CONTROL
 CS2450  ___________________________________________________________________
 CS2450* NAD 83(1986)-  32 42 04.     (N)    097 57 37.     (W)     SCALED    
 CS2450* NAVD 88     -       269.923  (meters)     885.57   (feet)  ADJUSTED  
 CS2450  ___________________________________________________________________
 CS2450  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CS2450  DYNAMIC HT  -         269.592 (meters)     884.49  (feet)  COMP
 CS2450  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 CS2450
 CS2450  VERT ORDER  -  FIRST     CLASS II
 CS2450
 CS2450.The horizontal coordinates were scaled from a topographic map and have
 CS2450.an estimated accuracy of +/- 6 seconds.
 CS2450
 CS2450.The orthometric height was determined by differential leveling
 CS2450.and adjusted by the National Geodetic Survey in June 1991..
 CS2450
 CS2450.The geoid height was determined by GEOID03.
 CS2450
 CS2450.The dynamic height is computed by dividing the NAVD 88
 CS2450.geopotential number by the normal gravity value computed on the
 CS2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2450.degrees latitude (g = 980.6199 gals.).
 CS2450
 CS2450.The modeled gravity was interpolated from observed gravity values.
 CS2450
 CS2450;                    North         East    Units  Estimated Accuracy
 CS2450;SPC TXNC     - 2,114,840.      650,600.      MT  (+/- 180 meters Scaled)
 CS2450
 CS2450                          SUPERSEDED SURVEY CONTROL
 CS2450
 CS2450.No superseded survey control is available for this station.
 CS2450
 CS2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB974186(NAD 83)
 CS2450_MARKER: DB = BENCH MARK DISK
 CS2450_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2450_SP_SET: PIER
 CS2450_STAMPING: F 1478 1983
 CS2450_MARK LOGO: NGS   
 CS2450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2450+STABILITY: POSITION/ELEVATION WELL
 CS2450
 CS2450  HISTORY     - Date     Condition        Report By
 CS2450  HISTORY     - 1983     MONUMENTED       NGS
 CS2450  HISTORY     - 19910522 GOOD             USPSQD
 CS2450  HISTORY     - 19950820 GOOD             USPSQD
 CS2450  HISTORY     - 19970524 GOOD             USPSQD
 CS2450  HISTORY     - 20020316 GOOD             USPSQD
 CS2450  HISTORY     - 20040327 GOOD             USPSQD
 CS2450
 CS2450                          STATION DESCRIPTION
 CS2450
 CS2450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2450'16.6 KM (10.3 MI) WEST FROM WEATHERFORD.
 CS2450'16.6 KM (10.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2450'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE
 CS2450'WEST FACE OF THE MOST WESTERLY 1 OF 2 PIERS OF FARM ROAD 1543 OVERPASS
 CS2450'(EXIT 397) AND 9.8 METERS (32.2 FT) WEST OF THE CENTERLINE OF THE WEST
 CS2450'BOUND LANES OF THE HIGHWAY.
 CS2450'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2450
 CS2450                          STATION RECOVERY (1991)
 CS2450
 CS2450'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2450'RECOVERED IN GOOD CONDITION.
 CS2450
 CS2450                          STATION RECOVERY (1995)
 CS2450
 CS2450'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2450'RECOVERED IN GOOD CONDITION.
 CS2450
 CS2450                          STATION RECOVERY (1997)
 CS2450
 CS2450'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2450'RECOVERED IN GOOD CONDITION.
 CS2450
 CS2450                          STATION RECOVERY (2002)
 CS2450
 CS2450'RECOVERY NOTE BY US POWER SQUADRON 2002 (WS)
 CS2450'RECOVERED IN GOOD CONDITION.
 CS2450
 CS2450                          STATION RECOVERY (2004)
 CS2450
 CS2450'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0912 ***********************************************************************
 CT0912  DESIGNATION -  F 1479
 CT0912  PID         -  CT0912
 CT0912  STATE/COUNTY-  TX/PALO PINTO
 CT0912  USGS QUAD   -  GORDON (1984)
 CT0912
 CT0912                         *CURRENT SURVEY CONTROL
 CT0912  ___________________________________________________________________
 CT0912* NAD 83(1986)-  32 32 33.     (N)    098 17 51.     (W)     SCALED    
 CT0912* NAVD 88     -       285.169  (meters)     935.59   (feet)  ADJUSTED  
 CT0912  ___________________________________________________________________
 CT0912  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0912  DYNAMIC HT  -         284.816 (meters)     934.43  (feet)  COMP
 CT0912  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 CT0912
 CT0912  VERT ORDER  -  FIRST     CLASS II
 CT0912
 CT0912.The horizontal coordinates were scaled from a topographic map and have
 CT0912.an estimated accuracy of +/- 6 seconds.
 CT0912
 CT0912.The orthometric height was determined by differential leveling
 CT0912.and adjusted by the National Geodetic Survey in June 1991..
 CT0912
 CT0912.The geoid height was determined by GEOID03.
 CT0912
 CT0912.The dynamic height is computed by dividing the NAVD 88
 CT0912.geopotential number by the normal gravity value computed on the
 CT0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0912.degrees latitude (g = 980.6199 gals.).
 CT0912
 CT0912.The modeled gravity was interpolated from observed gravity values.
 CT0912
 CT0912;                    North         East    Units  Estimated Accuracy
 CT0912;SPC TXNC     - 2,097,140.      619,020.      MT  (+/- 180 meters Scaled)
 CT0912
 CT0912                          SUPERSEDED SURVEY CONTROL
 CT0912
 CT0912.No superseded survey control is available for this station.
 CT0912
 CT0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB659007(NAD 83)
 CT0912_MARKER: I = METAL ROD
 CT0912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0912_SP_SET: STAINLESS STEEL ROD
 CT0912_STAMPING: F 1479 1983
 CT0912_MARK LOGO: NGS   
 CT0912_PROJECTION: FLUSH
 CT0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0912_ROD/PIPE-DEPTH: 4.9  meters
 CT0912
 CT0912  HISTORY     - Date     Condition        Report By
 CT0912  HISTORY     - 1983     MONUMENTED       NGS
 CT0912  HISTORY     - 19980822 GOOD             USPSQD
 CT0912  HISTORY     - 20020316 GOOD             USPSQD
 CT0912  HISTORY     - 20040327 GOOD             USPSQD
 CT0912
 CT0912                          STATION DESCRIPTION
 CT0912
 CT0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0912'40.1 KM (24.9 MI) EAST FROM RANGER.
 CT0912'40.1 KM (24.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0912'JUNCTION WITH FARM ROAD 2461 IN RANGER, 0.4 KM (0.25 MI) SOUTHWEST OF
 CT0912'MILEPOST 375, 53.9 METERS (176.8 FT) NORTHWEST OF THE CENTERLINE OF
 CT0912'THE WEST BOUND LANES OF THE HIGHWAY, 28.9 METERS (94.8 FT) NORTHEAST
 CT0912'OF THE NORTHEAST END OF A SMALL BOX CULVERT, 15.2 METERS (49.9 FT)
 CT0912'NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD AND 9.7 METERS (31.8
 CT0912'FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE ROAD LEADING NORTH TO
 CT0912'A RADIO TOWER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CT0912'LOGO CAP.
 CT0912'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CT0912'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CT0912
 CT0912                          STATION RECOVERY (1998)
 CT0912
 CT0912'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0912'RECOVERED IN GOOD CONDITION.
 CT0912
 CT0912                          STATION RECOVERY (2002)
 CT0912
 CT0912'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0912'RECOVERED IN GOOD CONDITION.
 CT0912
 CT0912                          STATION RECOVERY (2004)
 CT0912
 CT0912'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0045 ***********************************************************************
 AZ0045  DESIGNATION -  F 148
 AZ0045  PID         -  AZ0045
 AZ0045  STATE/COUNTY-  TX/REAL
 AZ0045  USGS QUAD   -  CAMP WOOD (1973)
 AZ0045
 AZ0045                         *CURRENT SURVEY CONTROL
 AZ0045  ___________________________________________________________________
 AZ0045* NAD 83(1986)-  29 40 37.     (N)    100 00 52.     (W)     SCALED    
 AZ0045* NAVD 88     -       439.924  (meters)    1443.32   (feet)  ADJUSTED  
 AZ0045  ___________________________________________________________________
 AZ0045  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 AZ0045  DYNAMIC HT  -         439.274 (meters)    1441.18  (feet)  COMP
 AZ0045  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AZ0045
 AZ0045  VERT ORDER  -  SECOND    CLASS 0
 AZ0045
 AZ0045.The horizontal coordinates were scaled from a topographic map and have
 AZ0045.an estimated accuracy of +/- 6 seconds.
 AZ0045
 AZ0045.The orthometric height was determined by differential leveling
 AZ0045.and adjusted by the National Geodetic Survey in June 1991..
 AZ0045
 AZ0045.The geoid height was determined by GEOID03.
 AZ0045
 AZ0045.The dynamic height is computed by dividing the NAVD 88
 AZ0045.geopotential number by the normal gravity value computed on the
 AZ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0045.degrees latitude (g = 980.6199 gals.).
 AZ0045
 AZ0045.The modeled gravity was interpolated from observed gravity values.
 AZ0045
 AZ0045;                    North         East    Units  Estimated Accuracy
 AZ0045;SPC TXSC     - 4,204,750.      501,820.      MT  (+/- 180 meters Scaled)
 AZ0045
 AZ0045                          SUPERSEDED SURVEY CONTROL
 AZ0045
 AZ0045  NGVD 29 (??/??/92)  439.828  (m)         1443.00   (f) ADJ UNCH    2 0
 AZ0045
 AZ0045.Superseded values are not recommended for survey control.
 AZ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0045.See file dsdata.txt to determine how the superseded data were derived.
 AZ0045
 AZ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT018834(NAD 83)
 AZ0045_MARKER: DB = BENCH MARK DISK
 AZ0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0045_SP_SET: CULVERT
 AZ0045_STAMPING: F 148 1939
 AZ0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0045
 AZ0045  HISTORY     - Date     Condition        Report By
 AZ0045  HISTORY     - 1939     MONUMENTED       CGS
 AZ0045  HISTORY     - 1973     GOOD             USGS
 AZ0045  HISTORY     - 20010331 GOOD             NGS
 AZ0045  HISTORY     - 20010801 GOOD             NGS
 AZ0045
 AZ0045                          STATION DESCRIPTION
 AZ0045
 AZ0045'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0045'0.45 MI NW FROM CAMP WOOD.
 AZ0045'0.45 MILE NORTHWEST ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP
 AZ0045'WOOD, 95 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AT A
 AZ0045'DRIVEWAY LEADING NORTHEAST, 7 FEET NORTHWEST OF THE CENTER LINE OF THE
 AZ0045'DRIVEWAY, 1.9 FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF THE
 AZ0045'NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT UNDER
 AZ0045'THE DRIVEWAY.
 AZ0045
 AZ0045                          STATION RECOVERY (2001)
 AZ0045
 AZ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0045'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AZ0045
 AZ0045                          STATION RECOVERY (2001)
 AZ0045
 AZ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0045'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0928 ***********************************************************************
 CT0928  DESIGNATION -  F 1480
 CT0928  PID         -  CT0928
 CT0928  STATE/COUNTY-  TX/EASTLAND
 CT0928  USGS QUAD   -  BEAR MOUNTAIN (1987)
 CT0928
 CT0928                         *CURRENT SURVEY CONTROL
 CT0928  ___________________________________________________________________
 CT0928* NAD 83(1986)-  32 29 06.     (N)    098 34 14.     (W)     SCALED    
 CT0928* NAVD 88     -       419.498  (meters)    1376.30   (feet)  ADJUSTED  
 CT0928  ___________________________________________________________________
 CT0928  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CT0928  DYNAMIC HT  -         418.963 (meters)    1374.55  (feet)  COMP
 CT0928  MODELED GRAV-     979,351.6   (mgal)                       NAVD 88
 CT0928
 CT0928  VERT ORDER  -  FIRST     CLASS II
 CT0928
 CT0928.The horizontal coordinates were scaled from a topographic map and have
 CT0928.an estimated accuracy of +/- 6 seconds.
 CT0928
 CT0928.The orthometric height was determined by differential leveling
 CT0928.and adjusted by the National Geodetic Survey in June 1991..
 CT0928
 CT0928.The geoid height was determined by GEOID03.
 CT0928
 CT0928.The dynamic height is computed by dividing the NAVD 88
 CT0928.geopotential number by the normal gravity value computed on the
 CT0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0928.degrees latitude (g = 980.6199 gals.).
 CT0928
 CT0928.The modeled gravity was interpolated from observed gravity values.
 CT0928
 CT0928;                    North         East    Units  Estimated Accuracy
 CT0928;SPC TXNC     - 2,090,750.      593,370.      MT  (+/- 180 meters Scaled)
 CT0928
 CT0928                          SUPERSEDED SURVEY CONTROL
 CT0928
 CT0928.No superseded survey control is available for this station.
 CT0928
 CT0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA403942(NAD 83)
 CT0928_MARKER: DB = BENCH MARK DISK
 CT0928_SETTING: 66 = SET IN ROCK OUTCROP
 CT0928_SP_SET: ROCK OUTCROP
 CT0928_STAMPING: F 1480 1983
 CT0928_MARK LOGO: NGS   
 CT0928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0928+STABILITY: POSITION/ELEVATION WELL
 CT0928
 CT0928  HISTORY     - Date     Condition        Report By
 CT0928  HISTORY     - 1983     MONUMENTED       NGS
 CT0928  HISTORY     - 20020316 GOOD             USPSQD
 CT0928
 CT0928                          STATION DESCRIPTION
 CT0928
 CT0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0928'13.2 KM (8.2 MI) EAST FROM RANGER.
 CT0928'13.2 KM (8.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0928'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN THE NORTH END OF A 4 BY 20
 CT0928'FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) EAST OF
 CT0928'MILEPOST 358, 39.0 METERS (128.0 FT) SOUTHEAST OF THE SOUTHEAST END OF
 CT0928'A BOX CULVERT, 36.3 METERS (119.1 FT) SOUTH OF THE CENTERLINE OF THE
 CT0928'EAST BOUND LANES OF THE HIGHWAY AND 11.9 METERS (39.0 FT) SOUTH OF THE
 CT0928'CENTERLINE OF A FRONTAGE ROAD.
 CT0928'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CT0928'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CT0928
 CT0928                          STATION RECOVERY (2002)
 CT0928
 CT0928'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0953 ***********************************************************************
 CT0953  DESIGNATION -  F 1481
 CT0953  PID         -  CT0953
 CT0953  STATE/COUNTY-  TX/CALLAHAN
 CT0953  USGS QUAD   -  JAYELL (1966)
 CT0953
 CT0953                         *CURRENT SURVEY CONTROL
 CT0953  ___________________________________________________________________
 CT0953* NAD 83(1986)-  32 22 55.     (N)    099 16 25.     (W)     SCALED    
 CT0953* NAVD 88     -       454.553  (meters)    1491.31   (feet)  ADJUSTED  
 CT0953  ___________________________________________________________________
 CT0953  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CT0953  DYNAMIC HT  -         453.966 (meters)    1489.39  (feet)  COMP
 CT0953  MODELED GRAV-     979,334.5   (mgal)                       NAVD 88
 CT0953
 CT0953  VERT ORDER  -  FIRST     CLASS II
 CT0953
 CT0953.The horizontal coordinates were scaled from a topographic map and have
 CT0953.an estimated accuracy of +/- 6 seconds.
 CT0953
 CT0953.The orthometric height was determined by differential leveling
 CT0953.and adjusted by the National Geodetic Survey in June 1991..
 CT0953
 CT0953.The geoid height was determined by GEOID03.
 CT0953
 CT0953.The dynamic height is computed by dividing the NAVD 88
 CT0953.geopotential number by the normal gravity value computed on the
 CT0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0953.degrees latitude (g = 980.6199 gals.).
 CT0953
 CT0953.The modeled gravity was interpolated from observed gravity values.
 CT0953
 CT0953;                    North         East    Units  Estimated Accuracy
 CT0953;SPC TXNC     - 2,079,590.      527,210.      MT  (+/- 180 meters Scaled)
 CT0953
 CT0953                          SUPERSEDED SURVEY CONTROL
 CT0953
 CT0953.No superseded survey control is available for this station.
 CT0953
 CT0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA742828(NAD 83)
 CT0953_MARKER: I = METAL ROD
 CT0953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0953_SP_SET: STAINLESS STEEL ROD
 CT0953_STAMPING: F 1481 1983
 CT0953_MARK LOGO: NGS   
 CT0953_PROJECTION: FLUSH
 CT0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0953_ROD/PIPE-DEPTH: 4.9  meters
 CT0953
 CT0953  HISTORY     - Date     Condition        Report By
 CT0953  HISTORY     - 1983     MONUMENTED       NGS
 CT0953
 CT0953                          STATION DESCRIPTION
 CT0953
 CT0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0953'46.4 KM (28.8 MI) EAST FROM ABILENE.
 CT0953'34.4 KM (21.35 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0953'THE RAILROAD STATION IN ABILENE, THENCE 1.3 KM (0.8 MI) NORTH ALONG
 CT0953'U.S. HIGHWAY 283, THENCE 10.7 KM (6.65 MI) EASTERLY ALONG INTERSTATE
 CT0953'HIGHWAY 20, 0.8 KM (0.5 MI) WEST OF MILEPOST 315, 34.7 METERS (113.8
 CT0953'FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CT0953'33.2 METERS (108.9 FT) EAST OF THE CENTER OF A PIPELINE CROSSING AND
 CT0953'8.8 METERS (28.9 FT) NORTH OF THE CENTER OF A FRONTAGE ROAD.
 CT0953'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0953'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CT0953'THE MARK IS ABOVE LEVEL WITH TE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0632 ***********************************************************************
 DO0632  DESIGNATION -  F 1482
 DO0632  PID         -  DO0632
 DO0632  STATE/COUNTY-  TX/CLAY
 DO0632  USGS QUAD   -  JOLLY (1972)
 DO0632
 DO0632                         *CURRENT SURVEY CONTROL
 DO0632  ___________________________________________________________________
 DO0632* NAD 83(1986)-  33 52 06.     (N)    098 20 49.     (W)     SCALED    
 DO0632* NAVD 88     -       296.552  (meters)     972.94   (feet)  ADJUSTED  
 DO0632  ___________________________________________________________________
 DO0632  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DO0632  DYNAMIC HT  -         296.226 (meters)     971.87  (feet)  COMP
 DO0632  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 DO0632
 DO0632  VERT ORDER  -  FIRST     CLASS II
 DO0632
 DO0632.The horizontal coordinates were scaled from a topographic map and have
 DO0632.an estimated accuracy of +/- 6 seconds.
 DO0632
 DO0632.The orthometric height was determined by differential leveling
 DO0632.and adjusted by the National Geodetic Survey in June 1991..
 DO0632
 DO0632.The geoid height was determined by GEOID03.
 DO0632
 DO0632.The dynamic height is computed by dividing the NAVD 88
 DO0632.geopotential number by the normal gravity value computed on the
 DO0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0632.degrees latitude (g = 980.6199 gals.).
 DO0632
 DO0632.The modeled gravity was interpolated from observed gravity values.
 DO0632
 DO0632;                    North         East    Units  Estimated Accuracy
 DO0632;SPC TXNC     - 2,244,160.      614,160.      MT  (+/- 180 meters Scaled)
 DO0632
 DO0632                          SUPERSEDED SURVEY CONTROL
 DO0632
 DO0632.No superseded survey control is available for this station.
 DO0632
 DO0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC604477(NAD 83)
 DO0632_MARKER: DB = BENCH MARK DISK
 DO0632_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO0632_SP_SET: PIER
 DO0632_STAMPING: F 1482 1984
 DO0632_MARK LOGO: NGS   
 DO0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0632
 DO0632  HISTORY     - Date     Condition        Report By
 DO0632  HISTORY     - 1984     MONUMENTED       NGS
 DO0632
 DO0632                          STATION DESCRIPTION
 DO0632
 DO0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0632'14.5 KM (9.0 MI) SE FROM WICHITA FALLS.
 DO0632'14.3 KM (8.9 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0632'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, THENCE 0.2 KM
 DO0632'(0.1 MI) NORTH ALONG FARM ROAD 2393, SET VERTICALLY IN THE EAST FACE
 DO0632'OF THE MOST SOUTHERLY 1 OF 3 COLUMNS OF THE 1ST PIER WEST OF THE ROAD
 DO0632'OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY 287 OVERPASS OVER THE
 DO0632'ROAD, 7.1 METERS (23.3 FT) WEST OF THE CENTERLINE OF THE ROAD, AND
 DO0632'3.6 METERS (11.8 FT) SOUTH OF THE CENTER OF THE HIGHWAY.
 DO0632'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0522 ***********************************************************************
 EM0522  DESIGNATION -  F 1483
 EM0522  PID         -  EM0522
 EM0522  STATE/COUNTY-  TX/WICHITA
 EM0522  USGS QUAD   -  ELECTRA (1991)
 EM0522
 EM0522                         *CURRENT SURVEY CONTROL
 EM0522  ___________________________________________________________________
 EM0522* NAD 83(1986)-  34 01 23.     (N)    098 54 19.     (W)     SCALED    
 EM0522* NAVD 88     -       359.578  (meters)    1179.72   (feet)  ADJUSTED  
 EM0522  ___________________________________________________________________
 EM0522  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 EM0522  DYNAMIC HT  -         359.181 (meters)    1178.41  (feet)  COMP
 EM0522  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 EM0522
 EM0522  VERT ORDER  -  FIRST     CLASS II
 EM0522
 EM0522.The horizontal coordinates were scaled from a topographic map and have
 EM0522.an estimated accuracy of +/- 6 seconds.
 EM0522
 EM0522.The orthometric height was determined by differential leveling
 EM0522.and adjusted by the National Geodetic Survey in June 1991..
 EM0522
 EM0522.The geoid height was determined by GEOID03.
 EM0522
 EM0522.The dynamic height is computed by dividing the NAVD 88
 EM0522.geopotential number by the normal gravity value computed on the
 EM0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0522.degrees latitude (g = 980.6199 gals.).
 EM0522
 EM0522.The modeled gravity was interpolated from observed gravity values.
 EM0522
 EM0522;                    North         East    Units  Estimated Accuracy
 EM0522;SPC TXNC     - 2,261,390.      562,570.      MT  (+/- 180 meters Scaled)
 EM0522
 EM0522                          SUPERSEDED SURVEY CONTROL
 EM0522
 EM0522.No superseded survey control is available for this station.
 EM0522
 EM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC087647(NAD 83)
 EM0522_MARKER: I = METAL ROD
 EM0522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0522_SP_SET: STAINLESS STEEL ROD
 EM0522_STAMPING: F 1483 1984
 EM0522_MARK LOGO: NGS   
 EM0522_PROJECTION: FLUSH
 EM0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0522_ROD/PIPE-DEPTH: 3.4  meters
 EM0522
 EM0522  HISTORY     - Date     Condition        Report By
 EM0522  HISTORY     - 1984     MONUMENTED       NGS
 EM0522  HISTORY     - 20010525 GOOD             USPSQD
 EM0522
 EM0522                          STATION DESCRIPTION
 EM0522
 EM0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0522'38.6 KM (24.0 MI) SE FROM VERNON.
 EM0522'38.6 KM (24.0 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0522'FROM THE STATION IN VERNON, 0.2 KM (0.1 MI) SOUTHEAST OF THE
 EM0522'INTERSECTION OF FARM ROAD 1739, 15.4 METERS (50.5 FT) SOUTHWEST OF THE
 EM0522'CENTERLINE OF U.S. HIGHWAY 287 BUSINESS, 14.3 METERS (46.9 FT)
 EM0522'NORTHEAST OF THE NEAR RAIL, AND 0.9 METER (3.0 FT) NORTHWEST OF
 EM0522'UTILITY POLE NUMBER 690 117 60.  NOTE=ACCESS TO THE DATUM POINT IS
 EM0522'THROUGH A 5-INCH LOGO CAP.
 EM0522'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EM0522'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 EM0522
 EM0522                          STATION RECOVERY (2001)
 EM0522
 EM0522'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0581 ***********************************************************************
 EN0581  DESIGNATION -  F 1484
 EN0581  PID         -  EN0581
 EN0581  STATE/COUNTY-  TX/CHILDRESS
 EN0581  USGS QUAD   -  CHILDRESS (1981)
 EN0581
 EN0581                         *CURRENT SURVEY CONTROL
 EN0581  ___________________________________________________________________
 EN0581* NAD 83(1986)-  34 26 17.     (N)    100 14 10.     (W)     SCALED    
 EN0581* NAVD 88     -       595.820  (meters)    1954.79   (feet)  ADJUSTED  
 EN0581  ___________________________________________________________________
 EN0581  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 EN0581  DYNAMIC HT  -         595.138 (meters)    1952.55  (feet)  COMP
 EN0581  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 EN0581
 EN0581  VERT ORDER  -  FIRST     CLASS II
 EN0581
 EN0581.The horizontal coordinates were scaled from a topographic map and have
 EN0581.an estimated accuracy of +/- 6 seconds.
 EN0581
 EN0581.The orthometric height was determined by differential leveling
 EN0581.and adjusted by the National Geodetic Survey in June 1991..
 EN0581
 EN0581.The geoid height was determined by GEOID03.
 EN0581
 EN0581.The dynamic height is computed by dividing the NAVD 88
 EN0581.geopotential number by the normal gravity value computed on the
 EN0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0581.degrees latitude (g = 980.6199 gals.).
 EN0581
 EN0581.The modeled gravity was interpolated from observed gravity values.
 EN0581
 EN0581;                    North         East    Units  Estimated Accuracy
 EN0581;SPC TX N     - 1,049,340.      316,170.      MT  (+/- 180 meters Scaled)
 EN0581
 EN0581                          SUPERSEDED SURVEY CONTROL
 EN0581
 EN0581.No superseded survey control is available for this station.
 EN0581
 EN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD864114(NAD 83)
 EN0581_MARKER: DB = BENCH MARK DISK
 EN0581_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EN0581_SP_SET: ABUTMENT
 EN0581_STAMPING: F 1484 1984
 EN0581_MARK LOGO: NGS   
 EN0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0581+STABILITY: POSITION/ELEVATION WELL
 EN0581
 EN0581  HISTORY     - Date     Condition        Report By
 EN0581  HISTORY     - 1984     MONUMENTED       NGS
 EN0581
 EN0581                          STATION DESCRIPTION
 EN0581
 EN0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0581'1.0 KM (0.6 MI) NW FROM CHILDRESS.
 EN0581'1.0 KM (0.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 EN0581'WITH U.S. HIGHWAY 83 AT CHILDRESS, IN TOP OF AND 1.7 M (5.6 FT) SOUTH
 EN0581'OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 EN0581'OVER THE BURLINGTON NORTHERN RAILROAD, 15.1 M (49.5 FT) NORTHWEST OF
 EN0581'THE NEAR RAIL, AND 8.1 M (26.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 EN0581'NORTHWEST BOUND LANES OF THE HIGHWAY.
 EN0581'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2500 ***********************************************************************
 CS2500  DESIGNATION -  F 1485
 CS2500  PID         -  CS2500
 CS2500  STATE/COUNTY-  TX/TARRANT
 CS2500  USGS QUAD   -  AVONDALE (1982)
 CS2500
 CS2500                         *CURRENT SURVEY CONTROL
 CS2500  ___________________________________________________________________
 CS2500* NAD 83(1986)-  32 56 59.     (N)    097 25 14.     (W)     SCALED    
 CS2500* NAVD 88     -       265.865  (meters)     872.26   (feet)  ADJUSTED  
 CS2500  ___________________________________________________________________
 CS2500  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CS2500  DYNAMIC HT  -         265.551 (meters)     871.23  (feet)  COMP
 CS2500  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 CS2500
 CS2500  VERT ORDER  -  FIRST     CLASS II
 CS2500
 CS2500.The horizontal coordinates were scaled from a topographic map and have
 CS2500.an estimated accuracy of +/- 6 seconds.
 CS2500
 CS2500.The orthometric height was determined by differential leveling
 CS2500.and adjusted by the National Geodetic Survey in June 1991..
 CS2500
 CS2500.The geoid height was determined by GEOID03.
 CS2500
 CS2500.The dynamic height is computed by dividing the NAVD 88
 CS2500.geopotential number by the normal gravity value computed on the
 CS2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2500.degrees latitude (g = 980.6199 gals.).
 CS2500
 CS2500.The modeled gravity was interpolated from observed gravity values.
 CS2500
 CS2500;                    North         East    Units  Estimated Accuracy
 CS2500;SPC TXNC     - 2,142,800.      700,920.      MT  (+/- 180 meters Scaled)
 CS2500
 CS2500                          SUPERSEDED SURVEY CONTROL
 CS2500
 CS2500.No superseded survey control is available for this station.
 CS2500
 CS2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB476468(NAD 83)
 CS2500_MARKER: I = METAL ROD
 CS2500_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2500+WITH SETTING: INFORMATION.
 CS2500_SP_SET: SHALLOW SET METAL ROD
 CS2500_STAMPING: F 1485 1984
 CS2500_MARK LOGO: NGS   
 CS2500_PROJECTION: FLUSH
 CS2500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2500_ROD/PIPE-DEPTH: 1.5  meters
 CS2500
 CS2500  HISTORY     - Date     Condition        Report By
 CS2500  HISTORY     - 1984     MONUMENTED       NGS
 CS2500  HISTORY     - 19960427 GOOD             USPSQD
 CS2500
 CS2500                          STATION DESCRIPTION
 CS2500
 CS2500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 CS2500'11.4 KM (7.05 MI) NW FROM SAGINAW.
 CS2500'10.8 KM (6.7 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM ITS
 CS2500'JUNCTION WITH MC LEROY BOULEVARD IN SAGINAW, THENCE 0.6 KM (0.35 MI)
 CS2500'NORTH ALONG U.S. HIGHWAYS 287 AND 81, 18.6 METERS (61.0 FT) EAST OF
 CS2500'THE CENTERLINE OF THE HIGHWAY, 15.2 METERS (49.9 FT) SOUTH OF THE
 CS2500'CENTER OF BLUE MOUND ROAD, 0.6 METER (2.0 FT) NORTH OF A METAL WITNESS
 CS2500'POST, AND 0.3 METER (1.0 FT) NORTHWEST OF A WIRE FENCE.  NOTE=REFUSAL
 CS2500'WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CS2500'LOGO CAP.
 CS2500'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CS2500'THE MARK IS ABOVE LEVEL WITH T HIGHWAY.
 CS2500
 CS2500                          STATION RECOVERY (1996)
 CS2500
 CS2500'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0932 ***********************************************************************
 DN0932  DESIGNATION -  F 1486
 DN0932  PID         -  DN0932
 DN0932  STATE/COUNTY-  TX/WISE
 DN0932  USGS QUAD   -  ALVORD (1976)
 DN0932
 DN0932                         *CURRENT SURVEY CONTROL
 DN0932  ___________________________________________________________________
 DN0932* NAD 83(1986)-  33 18 57.     (N)    097 39 33.     (W)     SCALED    
 DN0932* NAVD 88     -       270.394  (meters)     887.12   (feet)  ADJUSTED  
 DN0932  ___________________________________________________________________
 DN0932  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DN0932  DYNAMIC HT  -         270.088 (meters)     886.11  (feet)  COMP
 DN0932  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 DN0932
 DN0932  VERT ORDER  -  FIRST     CLASS II
 DN0932
 DN0932.The horizontal coordinates were scaled from a topographic map and have
 DN0932.an estimated accuracy of +/- 6 seconds.
 DN0932
 DN0932.The orthometric height was determined by differential leveling
 DN0932.and adjusted by the National Geodetic Survey in June 1991..
 DN0932
 DN0932.The geoid height was determined by GEOID03.
 DN0932
 DN0932.The dynamic height is computed by dividing the NAVD 88
 DN0932.geopotential number by the normal gravity value computed on the
 DN0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0932.degrees latitude (g = 980.6199 gals.).
 DN0932
 DN0932.The modeled gravity was interpolated from observed gravity values.
 DN0932
 DN0932;                    North         East    Units  Estimated Accuracy
 DN0932;SPC TXNC     - 2,183,190.      678,290.      MT  (+/- 180 meters Scaled)
 DN0932
 DN0932                          SUPERSEDED SURVEY CONTROL
 DN0932
 DN0932.No superseded survey control is available for this station.
 DN0932
 DN0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB248871(NAD 83)
 DN0932_MARKER: I = METAL ROD
 DN0932_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN0932_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN0932_STAMPING: F 1486 1984
 DN0932_MARK LOGO: NGS   
 DN0932_PROJECTION: FLUSH
 DN0932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0932+STABILITY: POSITION/ELEVATION WELL
 DN0932_ROD/PIPE-DEPTH: 9.5  meters
 DN0932_SLEEVE-DEPTH  : 8.9 meters
 DN0932
 DN0932  HISTORY     - Date     Condition        Report By
 DN0932  HISTORY     - 1984     MONUMENTED       NGS
 DN0932
 DN0932                          STATION DESCRIPTION
 DN0932
 DN0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0932'12.2 KM (7.6 MI) NW FROM DECATUR.
 DN0932'1.5 KM (0.95 MI) WEST ALONG WALNUT STREET FROM THE BURLINGTON NORTHERN
 DN0932'RAILROAD STATION IN DECATUR, THENCE 10.7 KM (6.65 MI) NORTHWESTERLY
 DN0932'ALONG U.S. HIGHWAYS 287 AND 81, NEAR A CATTLE GUARD AND PIPE FENCE
 DN0932'14.8 METERS (48.6 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST
 DN0932'BOUND LANES OF THE HIGHWAY, AND 2.0 METERS (6.6 FT) NORTHWEST OF A
 DN0932'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DN0932'CAP.
 DN0932'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DN0932'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0550 ***********************************************************************
 EM0550  DESIGNATION -  F 1487
 EM0550  PID         -  EM0550
 EM0550  STATE/COUNTY-  TX/WILBARGER
 EM0550  USGS QUAD   -  TOLBERT (1983)
 EM0550
 EM0550                         *CURRENT SURVEY CONTROL
 EM0550  ___________________________________________________________________
 EM0550* NAD 83(1986)-  34 14 24.     (N)    099 26 59.     (W)     SCALED    
 EM0550* NAVD 88     -       433.493  (meters)    1422.22   (feet)  ADJUSTED  
 EM0550  ___________________________________________________________________
 EM0550  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0550  DYNAMIC HT  -         433.005 (meters)    1420.62  (feet)  COMP
 EM0550  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 EM0550
 EM0550  VERT ORDER  -  FIRST     CLASS II
 EM0550
 EM0550.The horizontal coordinates were scaled from a topographic map and have
 EM0550.an estimated accuracy of +/- 6 seconds.
 EM0550
 EM0550.The orthometric height was determined by differential leveling
 EM0550.and adjusted by the National Geodetic Survey in June 1991..
 EM0550
 EM0550.The geoid height was determined by GEOID03.
 EM0550
 EM0550.The dynamic height is computed by dividing the NAVD 88
 EM0550.geopotential number by the normal gravity value computed on the
 EM0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0550.degrees latitude (g = 980.6199 gals.).
 EM0550
 EM0550.The modeled gravity was interpolated from observed gravity values.
 EM0550
 EM0550;                    North         East    Units  Estimated Accuracy
 EM0550;SPC TXNC     - 2,285,780.      512,500.      MT  (+/- 180 meters Scaled)
 EM0550
 EM0550                          SUPERSEDED SURVEY CONTROL
 EM0550
 EM0550.No superseded survey control is available for this station.
 EM0550
 EM0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC585888(NAD 83)
 EM0550_MARKER: DB = BENCH MARK DISK
 EM0550_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0550_SP_SET: PIER
 EM0550_STAMPING: F 1487 1984
 EM0550_MARK LOGO: NGS   
 EM0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0550+STABILITY: POSITION/ELEVATION WELL
 EM0550
 EM0550  HISTORY     - Date     Condition        Report By
 EM0550  HISTORY     - 1984     MONUMENTED       NGS
 EM0550  HISTORY     - 1984     GOOD             NGS
 EM0550
 EM0550                          STATION DESCRIPTION
 EM0550
 EM0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0550'6.2 KM (3.85 MI) SE FROM CHILLICOTHE.
 EM0550'6.2 KM (3.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 EM0550'OFFICE IN CHILLICOTHE, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 EM0550'MOST NORTHWESTERLY 1 OF 3 COLUMNS OF THE 1ST PIER NORTHEAST OF THE
 EM0550'SOUTHWEST END OF THE NORTHEAST BOUND LANES OF THE HIGHWAY BRIDGE OVER
 EM0550'THE BURLINGTON NORTHERN RAILROAD, 8.3 METERS (27.2 FT) NORTHWEST OF
 EM0550'THE CENTER OF THE HIGHWAY, AND 3.8 METERS (12.5 FT) SOUTHWEST OF THE
 EM0550'NEAR RAIL.
 EM0550'THE MARK IS 1.2 M ABOVE THE GROUND.
 EM0550
 EM0550                          STATION RECOVERY (1984)
 EM0550
 EM0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1285 ***********************************************************************
 GL1285  DESIGNATION -  F 1488
 GL1285  PID         -  GL1285
 GL1285  STATE/COUNTY-  TX/DALLAM
 GL1285  USGS QUAD   -  DALHART WEST (1973)
 GL1285
 GL1285                         *CURRENT SURVEY CONTROL
 GL1285  ___________________________________________________________________
 GL1285* NAD 83(1986)-  36 04 18.     (N)    102 30 55.     (W)     SCALED    
 GL1285* NAVD 88     -      1215.741  (meters)    3988.64   (feet)  ADJUSTED  
 GL1285  ___________________________________________________________________
 GL1285  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 GL1285  DYNAMIC HT  -        1214.330 (meters)    3984.01  (feet)  COMP
 GL1285  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 GL1285
 GL1285  VERT ORDER  -  FIRST     CLASS II
 GL1285
 GL1285.The horizontal coordinates were scaled from a topographic map and have
 GL1285.an estimated accuracy of +/- 6 seconds.
 GL1285
 GL1285.The orthometric height was determined by differential leveling
 GL1285.and adjusted by the National Geodetic Survey in June 1991..
 GL1285
 GL1285.The geoid height was determined by GEOID03.
 GL1285
 GL1285.The dynamic height is computed by dividing the NAVD 88
 GL1285.geopotential number by the normal gravity value computed on the
 GL1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1285.degrees latitude (g = 980.6199 gals.).
 GL1285
 GL1285.The modeled gravity was interpolated from observed gravity values.
 GL1285
 GL1285;                    North         East    Units  Estimated Accuracy
 GL1285;SPC TX N     - 1,230,300.      108,550.      MT  (+/- 180 meters Scaled)
 GL1285
 GL1285                          SUPERSEDED SURVEY CONTROL
 GL1285
 GL1285.No superseded survey control is available for this station.
 GL1285
 GL1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV237947(NAD 83)
 GL1285_MARKER: I = METAL ROD
 GL1285_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1285_SP_SET: STAINLESS STEEL ROD
 GL1285_STAMPING: F 1488 1985
 GL1285_MARK LOGO: NGS   
 GL1285_PROJECTION: FLUSH
 GL1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1285+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL1285_ROD/PIPE-DEPTH: 7.6  meters
 GL1285
 GL1285  HISTORY     - Date     Condition        Report By
 GL1285  HISTORY     - 1985     MONUMENTED       NGS
 GL1285  HISTORY     - 20040805 GOOD             USPSQD
 GL1285
 GL1285                          STATION DESCRIPTION
 GL1285
 GL1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1285'IN DALHART.
 GL1285'1.1 KM (0.7 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION IN
 GL1285'DALHART, AT THE INTERSECTION OF IDAHO STREET AND U.S. HIGHWAY 385,
 GL1285'24.0 M (78.7 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE STREET,
 GL1285'14.9 M (48.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.8 M
 GL1285'(45.3 FT) NORTHWEST OF THE CENTERLINE A PAVED ROAD LEADING NORTHEAST,
 GL1285'AND 0.7 M (2.3 FT) NORTHWEST A UTILITY POLE WITH A GUY WIRE.
 GL1285'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1285'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 GL1285'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GL1285
 GL1285                          STATION RECOVERY (2004)
 GL1285
 GL1285'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0591 ***********************************************************************
 EO0591  DESIGNATION -  F 1489
 EO0591  PID         -  EO0591
 EO0591  STATE/COUNTY-  TX/PARMER
 EO0591  USGS QUAD   -  FARWELL (1985)
 EO0591
 EO0591                         *CURRENT SURVEY CONTROL
 EO0591  ___________________________________________________________________
 EO0591* NAD 83(1986)-  34 23 20.     (N)    103 02 14.     (W)     SCALED    
 EO0591* NAVD 88     -      1263.959  (meters)    4146.84   (feet)  ADJUSTED  
 EO0591  ___________________________________________________________________
 EO0591  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 EO0591  DYNAMIC HT  -        1262.301 (meters)    4141.40  (feet)  COMP
 EO0591  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 EO0591
 EO0591  VERT ORDER  -  FIRST     CLASS II
 EO0591
 EO0591.The horizontal coordinates were scaled from a topographic map and have
 EO0591.an estimated accuracy of +/- 6 seconds.
 EO0591
 EO0591.The orthometric height was determined by differential leveling
 EO0591.and adjusted by the National Geodetic Survey in June 1991..
 EO0591
 EO0591.The geoid height was determined by GEOID03.
 EO0591
 EO0591.The dynamic height is computed by dividing the NAVD 88
 EO0591.geopotential number by the normal gravity value computed on the
 EO0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0591.degrees latitude (g = 980.6199 gals.).
 EO0591
 EO0591.The modeled gravity was interpolated from observed gravity values.
 EO0591
 EO0591;                    North         East    Units  Estimated Accuracy
 EO0591;SPC TX N     - 1,044,240.       58,630.      MT  (+/- 180 meters Scaled)
 EO0591
 EO0591                          SUPERSEDED SURVEY CONTROL
 EO0591
 EO0591.No superseded survey control is available for this station.
 EO0591
 EO0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU804070(NAD 83)
 EO0591_MARKER: DB = BENCH MARK DISK
 EO0591_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EO0591_SP_SET: FOUNDATION
 EO0591_STAMPING: F 1489 1984
 EO0591_MARK LOGO: NGS   
 EO0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0591+STABILITY: POSITION/ELEVATION WELL
 EO0591
 EO0591  HISTORY     - Date     Condition        Report By
 EO0591  HISTORY     - 1984     MONUMENTED       NGS
 EO0591
 EO0591                          STATION DESCRIPTION
 EO0591
 EO0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EO0591'IN FARWELL.
 EO0591'IN FARWELL, AT 406 AVENUE A, SET VERTICALLY IN THE EAST FACE OF THE
 EO0591'WEST 1 OF 2 GRAIN DUMP PITS OF THE WORLEY GRAIN INC GRAIN ELEVATOR,
 EO0591'2.3 M (7.5 FT) NORTH OF THE CENTER OF THE PIT ENTRANCE.
 EO0591'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0630 ***********************************************************************
 EN0630  DESIGNATION -  F 1490
 EN0630  PID         -  EN0630
 EN0630  STATE/COUNTY-  TX/DONLEY
 EN0630  USGS QUAD   -  CLARENDON (1982)
 EN0630
 EN0630                         *CURRENT SURVEY CONTROL
 EN0630  ___________________________________________________________________
 EN0630* NAD 83(1986)-  34 59 08.     (N)    100 53 33.     (W)     SCALED    
 EN0630* NAVD 88     -       842.033  (meters)    2762.57   (feet)  ADJUSTED  
 EN0630  ___________________________________________________________________
 EN0630  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EN0630  DYNAMIC HT  -         841.069 (meters)    2759.41  (feet)  COMP
 EN0630  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 EN0630
 EN0630  VERT ORDER  -  FIRST     CLASS II
 EN0630
 EN0630.The horizontal coordinates were scaled from a topographic map and have
 EN0630.an estimated accuracy of +/- 6 seconds.
 EN0630
 EN0630.The orthometric height was determined by differential leveling
 EN0630.and adjusted by the National Geodetic Survey in June 1991..
 EN0630
 EN0630.The geoid height was determined by GEOID03.
 EN0630
 EN0630.The dynamic height is computed by dividing the NAVD 88
 EN0630.geopotential number by the normal gravity value computed on the
 EN0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0630.degrees latitude (g = 980.6199 gals.).
 EN0630
 EN0630.The modeled gravity was interpolated from observed gravity values.
 EN0630
 EN0630;                    North         East    Units  Estimated Accuracy
 EN0630;SPC TX N     - 1,109,510.      255,460.      MT  (+/- 180 meters Scaled)
 EN0630
 EN0630                          SUPERSEDED SURVEY CONTROL
 EN0630
 EN0630.No superseded survey control is available for this station.
 EN0630
 EN0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD272730(NAD 83)
 EN0630_MARKER: I = METAL ROD
 EN0630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0630_SP_SET: STAINLESS STEEL ROD
 EN0630_STAMPING: F 1490 1984
 EN0630_MARK LOGO: NGS   
 EN0630_PROJECTION: FLUSH
 EN0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0630_ROD/PIPE-DEPTH: 16.8 meters
 EN0630
 EN0630  HISTORY     - Date     Condition        Report By
 EN0630  HISTORY     - 1984     MONUMENTED       NGS
 EN0630
 EN0630                          STATION DESCRIPTION
 EN0630
 EN0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0630'4.8 KM (3.0 MI) NORTH FROM CLARENDON.
 EN0630'4.8 KM (3.0 MI) NORTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 EN0630'WITH U.S. HIGHWAY 287 AT THE WEST EDGE OF CLARENDON, 15.0 M (49.2 FT)
 EN0630'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.4 M (4.6 FT) NORTH OF A
 EN0630'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EN0630'CAP.
 EN0630'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 EN0630'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0580 ***********************************************************************
 EO0580  DESIGNATION -  F 1491
 EO0580  PID         -  EO0580
 EO0580  STATE/COUNTY-  TX/DEAF SMITH
 EO0580  USGS QUAD   -  DAWN (1984)
 EO0580
 EO0580                         *CURRENT SURVEY CONTROL
 EO0580  ___________________________________________________________________
 EO0580* NAD 83(1986)-  34 54 40.     (N)    102 12 19.     (W)     SCALED    
 EO0580* NAVD 88     -      1156.887  (meters)    3795.55   (feet)  ADJUSTED  
 EO0580  ___________________________________________________________________
 EO0580  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 EO0580  DYNAMIC HT  -        1155.449 (meters)    3790.84  (feet)  COMP
 EO0580  MODELED GRAV-     979,351.9   (mgal)                       NAVD 88
 EO0580
 EO0580  VERT ORDER  -  FIRST     CLASS II
 EO0580
 EO0580.The horizontal coordinates were scaled from a topographic map and have
 EO0580.an estimated accuracy of +/- 6 seconds.
 EO0580
 EO0580.The orthometric height was determined by differential leveling
 EO0580.and adjusted by the National Geodetic Survey in June 1991..
 EO0580
 EO0580.The geoid height was determined by GEOID03.
 EO0580
 EO0580.The dynamic height is computed by dividing the NAVD 88
 EO0580.geopotential number by the normal gravity value computed on the
 EO0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0580.degrees latitude (g = 980.6199 gals.).
 EO0580
 EO0580.The modeled gravity was interpolated from observed gravity values.
 EO0580
 EO0580;                    North         East    Units  Estimated Accuracy
 EO0580;SPC TX N     - 1,101,310.      135,550.      MT  (+/- 180 meters Scaled)
 EO0580
 EO0580                          SUPERSEDED SURVEY CONTROL
 EO0580
 EO0580.No superseded survey control is available for this station.
 EO0580
 EO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU553667(NAD 83)
 EO0580_MARKER: I = METAL ROD
 EO0580_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0580_SP_SET: STAINLESS STEEL ROD
 EO0580_STAMPING: F 1491 1984
 EO0580_MARK LOGO: NGS   
 EO0580_PROJECTION: FLUSH
 EO0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0580_ROD/PIPE-DEPTH: 8.6  meters
 EO0580
 EO0580  HISTORY     - Date     Condition        Report By
 EO0580  HISTORY     - 1984     MONUMENTED       NGS
 EO0580
 EO0580                          STATION DESCRIPTION
 EO0580
 EO0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EO0580'20.7 KM (12.85 MI) NE FROM HEREFORD.
 EO0580'20.3 KM (12.6 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA
 EO0580'FE RAILROAD FROM THE STATION IN HEREFORD.  THENCE 0.4 KM (0.25 MI)
 EO0580'NORTH ALONG FARM ROAD 809, 12.3 M (40.4 FT) WEST OF THE CENTERLINE OF
 EO0580'FARM ROAD 809, AND 1.5 M (4.9 FT) NORTH OF A UTILITY POLE.
 EO0580'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0580'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EO0580'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1583 ***********************************************************************
 FL1583  DESIGNATION -  F 1492
 FL1583  PID         -  FL1583
 FL1583  STATE/COUNTY-  TX/POTTER
 FL1583  USGS QUAD   -  AMARILLO EAST (1973)
 FL1583
 FL1583                         *CURRENT SURVEY CONTROL
 FL1583  ___________________________________________________________________
 FL1583* NAD 83(1986)-  35 11 35.     (N)    101 47 43.     (W)     SCALED    
 FL1583* NAVD 88     -      1104.424  (meters)    3623.43   (feet)  ADJUSTED  
 FL1583  ___________________________________________________________________
 FL1583  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 FL1583  DYNAMIC HT  -        1103.112 (meters)    3619.13  (feet)  COMP
 FL1583  MODELED GRAV-     979,408.0   (mgal)                       NAVD 88
 FL1583
 FL1583  VERT ORDER  -  FIRST     CLASS II
 FL1583
 FL1583.The horizontal coordinates were scaled from a topographic map and have
 FL1583.an estimated accuracy of +/- 6 seconds.
 FL1583
 FL1583.The orthometric height was determined by differential leveling
 FL1583.and adjusted by the National Geodetic Survey in June 1991..
 FL1583
 FL1583.The geoid height was determined by GEOID03.
 FL1583
 FL1583.The dynamic height is computed by dividing the NAVD 88
 FL1583.geopotential number by the normal gravity value computed on the
 FL1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1583.degrees latitude (g = 980.6199 gals.).
 FL1583
 FL1583.The modeled gravity was interpolated from observed gravity values.
 FL1583
 FL1583;                    North         East    Units  Estimated Accuracy
 FL1583;SPC TX N     - 1,132,390.      173,110.      MT  (+/- 180 meters Scaled)
 FL1583
 FL1583                          SUPERSEDED SURVEY CONTROL
 FL1583
 FL1583.No superseded survey control is available for this station.
 FL1583
 FL1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD454980(NAD 83)
 FL1583_MARKER: DB = BENCH MARK DISK
 FL1583_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1583_SP_SET: PIER
 FL1583_STAMPING: F 1492 1984
 FL1583_MARK LOGO: NGS   
 FL1583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1583+STABILITY: POSITION/ELEVATION WELL
 FL1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1583+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL1583
 FL1583  HISTORY     - Date     Condition        Report By
 FL1583  HISTORY     - 1984     MONUMENTED       NGS
 FL1583  HISTORY     - 20040804 GOOD             USPSQD
 FL1583  HISTORY     - 20050805 GOOD             USPSQD
 FL1583
 FL1583                          STATION DESCRIPTION
 FL1583
 FL1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1583'IN AMARILLO.
 FL1583'IN AMARILLO, AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND GRAND
 FL1583'AVENUE, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY 1 OF 5
 FL1583'COLUMNS OF THE FIRST OIER SOUTH OF THE NORTH CONCRETE ABUTMENT OF THE
 FL1583'GRAND AVENUE OVERPASS OF THE HIGHWAY (EXIT 72B), 9.2 M (30.2 FT) WEST
 FL1583'OF THE CENTER OF THE AVENUE, AND 7.2 M (23.6 FT) NORTH OF THE CENTER
 FL1583'OF THE WEST BOUND LANES OF THE HIGHWAY.
 FL1583'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 FL1583
 FL1583                          STATION RECOVERY (2004)
 FL1583
 FL1583'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1583'RECOVERED IN GOOD CONDITION.
 FL1583
 FL1583                          STATION RECOVERY (2005)
 FL1583
 FL1583'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1583'FOUND AS DESCRIBED. PIER HAS BEEN PAINTED BUT THE MARK IS STILL THERE.
 FL1583' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0806 ***********************************************************************
 FM0806  DESIGNATION -  F 1493
 FM0806  PID         -  FM0806
 FM0806  STATE/COUNTY-  TX/POTTER
 FM0806  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0806
 FM0806                         *CURRENT SURVEY CONTROL
 FM0806  ___________________________________________________________________
 FM0806* NAD 83(1986)-  35 18 03.     (N)    102 04 15.     (W)     SCALED    
 FM0806* NAVD 88     -      1055.708  (meters)    3463.60   (feet)  ADJUSTED  
 FM0806  ___________________________________________________________________
 FM0806  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 FM0806  DYNAMIC HT  -        1054.459 (meters)    3459.50  (feet)  COMP
 FM0806  MODELED GRAV-     979,414.7   (mgal)                       NAVD 88
 FM0806
 FM0806  VERT ORDER  -  FIRST     CLASS II
 FM0806
 FM0806.The horizontal coordinates were scaled from a topographic map and have
 FM0806.an estimated accuracy of +/- 6 seconds.
 FM0806
 FM0806.The orthometric height was determined by differential leveling
 FM0806.and adjusted by the National Geodetic Survey in June 1991..
 FM0806
 FM0806.The geoid height was determined by GEOID03.
 FM0806
 FM0806.The dynamic height is computed by dividing the NAVD 88
 FM0806.geopotential number by the normal gravity value computed on the
 FM0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0806.degrees latitude (g = 980.6199 gals.).
 FM0806
 FM0806.The modeled gravity was interpolated from observed gravity values.
 FM0806
 FM0806;                    North         East    Units  Estimated Accuracy
 FM0806;SPC TX N     - 1,144,460.      148,090.      MT  (+/- 180 meters Scaled)
 FM0806
 FM0806                          SUPERSEDED SURVEY CONTROL
 FM0806
 FM0806.No superseded survey control is available for this station.
 FM0806
 FM0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV663103(NAD 83)
 FM0806_MARKER: I = METAL ROD
 FM0806_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0806_SP_SET: STAINLESS STEEL ROD
 FM0806_STAMPING: F 1493 1985
 FM0806_MARK LOGO: NGS   
 FM0806_PROJECTION: FLUSH
 FM0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0806_ROD/PIPE-DEPTH: 3.1  meters
 FM0806
 FM0806  HISTORY     - Date     Condition        Report By
 FM0806  HISTORY     - 1985     MONUMENTED       NGS
 FM0806
 FM0806                          STATION DESCRIPTION
 FM0806
 FM0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0806'19.7 KM (12.25 MI) NW FROM AMARILLO.
 FM0806'19.7 KM (12.25 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0806'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 3.5 KM (2.15 MI) NORTHWEST
 FM0806'OF THE INTERSECTION OF RANCH ROAD 2381, 15.1 M (49.5 FT) EAST OF THE
 FM0806'CENTERLINE OF THE ROAD, AND 6.6 M (21.7 FT) NORTH OF THE CENTER OF A
 FM0806'CATTLE GUARD AN DIRT ROAD LEADING EAST TO THE DIPPING SPRINGS CATTLE
 FM0806'COMPANY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0806'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FM0806'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1558 ***********************************************************************
 FL1558  DESIGNATION -  F 1494
 FL1558  PID         -  FL1558
 FL1558  STATE/COUNTY-  TX/POTTER
 FL1558  USGS QUAD   -  CLIFFSIDE (1973)
 FL1558
 FL1558                         *CURRENT SURVEY CONTROL
 FL1558  ___________________________________________________________________
 FL1558* NAD 83(1986)-  35 15 25.     (N)    101 57 22.     (W)     SCALED    
 FL1558* NAVD 88     -      1065.852  (meters)    3496.88   (feet)  ADJUSTED  
 FL1558  ___________________________________________________________________
 FL1558  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FL1558  DYNAMIC HT  -        1064.587 (meters)    3492.73  (feet)  COMP
 FL1558  MODELED GRAV-     979,411.6   (mgal)                       NAVD 88
 FL1558
 FL1558  VERT ORDER  -  FIRST     CLASS II
 FL1558
 FL1558.The horizontal coordinates were scaled from a topographic map and have
 FL1558.an estimated accuracy of +/- 6 seconds.
 FL1558
 FL1558.The orthometric height was determined by differential leveling
 FL1558.and adjusted by the National Geodetic Survey in June 1991..
 FL1558
 FL1558.The geoid height was determined by GEOID03.
 FL1558
 FL1558.The dynamic height is computed by dividing the NAVD 88
 FL1558.geopotential number by the normal gravity value computed on the
 FL1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1558.degrees latitude (g = 980.6199 gals.).
 FL1558
 FL1558.The modeled gravity was interpolated from observed gravity values.
 FL1558
 FL1558;                    North         East    Units  Estimated Accuracy
 FL1558;SPC TX N     - 1,139,540.      158,500.      MT  (+/- 180 meters Scaled)
 FL1558
 FL1558                          SUPERSEDED SURVEY CONTROL
 FL1558
 FL1558.No superseded survey control is available for this station.
 FL1558
 FL1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE310055(NAD 83)
 FL1558_MARKER: I = METAL ROD
 FL1558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1558_SP_SET: STAINLESS STEEL ROD
 FL1558_STAMPING: F 1494 1985
 FL1558_MARK LOGO: NGS   
 FL1558_PROJECTION: FLUSH
 FL1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1558_ROD/PIPE-DEPTH: 10.7 meters
 FL1558
 FL1558  HISTORY     - Date     Condition        Report By
 FL1558  HISTORY     - 1985     MONUMENTED       NGS
 FL1558
 FL1558                          STATION DESCRIPTION
 FL1558
 FL1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1558'7.4 KM (4.6 MI) NW FROM AMARILLO.
 FL1558'7.4 KM (4.6 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION
 FL1558'WITH U.S. HIGHWAY 66 IN AMARILLO, AT A POWERLINE CROSSING THE ROAD,
 FL1558'18.0 M (59.1 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 9.0 M (29.5 FT)
 FL1558'EAST OF AN UNDERGROUND CABLE JUNCTION BOX, 1.1 M (3.6 FT) EAST OF A
 FL1558'T-FENCE CORNER, AND 0.6 M (2.0 FT) NORTHEAST OF A UTILITY POLE.
 FL1558'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FL1558'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 FL1558'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1300 ***********************************************************************
 GL1300  DESIGNATION -  F 1495
 GL1300  PID         -  GL1300
 GL1300  STATE/COUNTY-  TX/DALLAM
 GL1300  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL1300
 GL1300                         *CURRENT SURVEY CONTROL
 GL1300  ___________________________________________________________________
 GL1300* NAD 83(1986)-  36 21 16.     (N)    102 32 11.     (W)     SCALED    
 GL1300* NAVD 88     -      1262.143  (meters)    4140.88   (feet)  ADJUSTED  
 GL1300  ___________________________________________________________________
 GL1300  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 GL1300  DYNAMIC HT  -        1260.713 (meters)    4136.19  (feet)  COMP
 GL1300  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 GL1300
 GL1300  VERT ORDER  -  FIRST     CLASS II
 GL1300
 GL1300.The horizontal coordinates were scaled from a topographic map and have
 GL1300.an estimated accuracy of +/- 6 seconds.
 GL1300
 GL1300.The orthometric height was determined by differential leveling
 GL1300.and adjusted by the National Geodetic Survey in June 1991..
 GL1300
 GL1300.The geoid height was determined by GEOID03.
 GL1300
 GL1300.The dynamic height is computed by dividing the NAVD 88
 GL1300.geopotential number by the normal gravity value computed on the
 GL1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1300.degrees latitude (g = 980.6199 gals.).
 GL1300
 GL1300.The modeled gravity was interpolated from observed gravity values.
 GL1300
 GL1300;                    North         East    Units  Estimated Accuracy
 GL1300;SPC TX N     - 1,261,700.      106,970.      MT  (+/- 180 meters Scaled)
 GL1300
 GL1300                          SUPERSEDED SURVEY CONTROL
 GL1300
 GL1300.No superseded survey control is available for this station.
 GL1300
 GL1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA210260(NAD 83)
 GL1300_MARKER: I = METAL ROD
 GL1300_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GL1300_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GL1300_STAMPING: F 1495 1985
 GL1300_MARK LOGO: NGS   
 GL1300_PROJECTION: FLUSH
 GL1300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1300+STABILITY: POSITION/ELEVATION WELL
 GL1300_ROD/PIPE-DEPTH: 14.6 meters
 GL1300_SLEEVE-DEPTH  : 9.1 meters
 GL1300
 GL1300  HISTORY     - Date     Condition        Report By
 GL1300  HISTORY     - 1985     MONUMENTED       NGS
 GL1300
 GL1300                          STATION DESCRIPTION
 GL1300
 GL1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1300'33.0 KM (20.5 MI) NORTH FROM DALHART.
 GL1300'33.0 KM (20.5 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1300'WITH U.S. HIGHWAY 54 IN DALHART, 22.1 M (72.5 FT) EAST OF THE
 GL1300'CENTERLINE OF THE HIGHWAY, 19.8 M (65.0 FT) SOUTH OF A T-FENCE CORNER,
 GL1300'AND 15.9 M (52.2 FT) SOUTH OF THE CENTER OF A GATE AND FIELD ENTRANCE.
 GL1300'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1300'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 GL1300'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2543 ***********************************************************************
 CS2543  DESIGNATION -  F 1496
 CS2543  PID         -  CS2543
 CS2543  STATE/COUNTY-  TX/DALLAS
 CS2543  USGS QUAD   -  IRVING (1981)
 CS2543
 CS2543                         *CURRENT SURVEY CONTROL
 CS2543  ___________________________________________________________________
 CS2543* NAD 83(1986)-  32 45 00.     (N)    096 52 50.     (W)     SCALED    
 CS2543* NAVD 88     -       187.901  (meters)     616.47   (feet)  ADJUSTED  
 CS2543  ___________________________________________________________________
 CS2543  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CS2543  DYNAMIC HT  -         187.684 (meters)     615.76  (feet)  COMP
 CS2543  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 CS2543
 CS2543  VERT ORDER  -  FIRST     CLASS II
 CS2543
 CS2543.The horizontal coordinates were scaled from a topographic map and have
 CS2543.an estimated accuracy of +/- 6 seconds.
 CS2543
 CS2543.The orthometric height was determined by differential leveling
 CS2543.and adjusted by the National Geodetic Survey in June 1991..
 CS2543
 CS2543.The geoid height was determined by GEOID03.
 CS2543
 CS2543.The dynamic height is computed by dividing the NAVD 88
 CS2543.geopotential number by the normal gravity value computed on the
 CS2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2543.degrees latitude (g = 980.6199 gals.).
 CS2543
 CS2543.The modeled gravity was interpolated from observed gravity values.
 CS2543
 CS2543;                    North         East    Units  Estimated Accuracy
 CS2543;SPC TXNC     - 2,121,300.      751,740.      MT  (+/- 180 meters Scaled)
 CS2543
 CS2543                          SUPERSEDED SURVEY CONTROL
 CS2543
 CS2543.No superseded survey control is available for this station.
 CS2543
 CS2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB985255(NAD 83)
 CS2543_MARKER: I = METAL ROD
 CS2543_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2543+WITH SETTING: INFORMATION.
 CS2543_SP_SET: SHALLOW-SET METAL ROD
 CS2543_STAMPING: F 1496 1986
 CS2543_MARK LOGO: NGS   
 CS2543_PROJECTION: FLUSH
 CS2543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2543_ROD/PIPE-DEPTH: 1.1  meters
 CS2543
 CS2543  HISTORY     - Date     Condition        Report By
 CS2543  HISTORY     - 1986     MONUMENTED       NGS
 CS2543  HISTORY     - 20030414 GOOD             TX1730
 CS2543
 CS2543                          STATION DESCRIPTION
 CS2543
 CS2543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2543'IN DALLAS.
 CS2543'IN DALLAS, AT THE INTERSECTION OF U.S. HIGHWAY 80 (DAVIS STREET) AND
 CS2543'GILPIN AVENUE, 22.1 M (72.5 FT) NORTHEAST OF UTILITY POLE NUMBER 2S 5W
 CS2543'92, 13.6 M (44.6 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF
 CS2543'THE HIGHWAY, 8.1 M (26.6 FT) WEST OF THE EXTENDED CENTER OF THE
 CS2543'AVENUE, AND 0.9 M (3.0 FT) SOUTH OF A CHAIN LINK FENCE.  NOTE--ACCESS
 CS2543'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2543'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CS2543
 CS2543                          STATION RECOVERY (2003)
 CS2543
 CS2543'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS2543'DESCRIPTION IS ADEQUATE. MARK IS 10.5 FEET SOUTH OF NEW FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1152 ***********************************************************************
 DM1152  DESIGNATION -  F 1497
 DM1152  PID         -  DM1152
 DM1152  STATE/COUNTY-  TX/BOWIE
 DM1152  USGS QUAD   -  OGDEN (1975)
 DM1152
 DM1152                         *CURRENT SURVEY CONTROL
 DM1152  ___________________________________________________________________
 DM1152* NAD 83(1986)-  33 32 20.     (N)    094 02 42.     (W)     SCALED    
 DM1152* NAVD 88     -        82.935  (meters)     272.10   (feet)  ADJUSTED  
 DM1152  ___________________________________________________________________
 DM1152  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DM1152  DYNAMIC HT  -          82.847 (meters)     271.81  (feet)  COMP
 DM1152  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 DM1152
 DM1152  VERT ORDER  -  FIRST     CLASS II
 DM1152
 DM1152.The horizontal coordinates were scaled from a topographic map and have
 DM1152.an estimated accuracy of +/- 6 seconds.
 DM1152
 DM1152.The orthometric height was determined by differential leveling
 DM1152.and adjusted by the National Geodetic Survey in June 1991..
 DM1152
 DM1152.The geoid height was determined by GEOID03.
 DM1152
 DM1152.The dynamic height is computed by dividing the NAVD 88
 DM1152.geopotential number by the normal gravity value computed on the
 DM1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1152.degrees latitude (g = 980.6199 gals.).
 DM1152
 DM1152.The modeled gravity was interpolated from observed gravity values.
 DM1152
 DM1152;                    North         East    Units  Estimated Accuracy
 DM1152;SPC TXNC     - 2,216,390.    1,013,620.      MT  (+/- 180 meters Scaled)
 DM1152
 DM1152                          SUPERSEDED SURVEY CONTROL
 DM1152
 DM1152.No superseded survey control is available for this station.
 DM1152
 DM1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT029115(NAD 83)
 DM1152_MARKER: I = METAL ROD
 DM1152_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1152_SP_SET: STAINLESS STEEL ROD
 DM1152_STAMPING: F 1497 1985
 DM1152_MARK LOGO: NGS   
 DM1152_PROJECTION: FLUSH
 DM1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1152_ROD/PIPE-DEPTH: 14.9 meters
 DM1152
 DM1152  HISTORY     - Date     Condition        Report By
 DM1152  HISTORY     - 1985     MONUMENTED       NGS
 DM1152  HISTORY     - 19971025 GOOD             USPSQD
 DM1152
 DM1152                          STATION DESCRIPTION
 DM1152
 DM1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1152'12.5 KM (7.75 MI) NORTH FROM TEXARKANA.
 DM1152'12.5 KM (7.75 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS WEST
 DM1152'JUNCTION WITH U.S. HIGHWAY 82 IN TEXARKANA, 49.4 M (162.1 FT) EAST
 DM1152'OF THE SOUTHEAST CORNER OF A RAILROAD BRIDGE, 46.0 M (150.9 FT) WEST
 DM1152'OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 6.5 M
 DM1152'(21.3 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD LEADING WEST, AND
 DM1152'5.0 M (16.4 FT) WEST OF THE CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS
 DM1152'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DM1152'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 DM1152
 DM1152                          STATION RECOVERY (1997)
 DM1152
 DM1152'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2504 ***********************************************************************
 CS2504  DESIGNATION -  F 1498
 CS2504  PID         -  CS2504
 CS2504  STATE/COUNTY-  TX/ROCKWALL
 CS2504  USGS QUAD   -  ROYSE CITY (1963)
 CS2504
 CS2504                         *CURRENT SURVEY CONTROL
 CS2504  ___________________________________________________________________
 CS2504* NAD 83(1986)-  32 57 59.     (N)    096 22 26.     (W)     SCALED    
 CS2504* NAVD 88     -       172.163  (meters)     564.84   (feet)  ADJUSTED  
 CS2504  ___________________________________________________________________
 CS2504  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS2504  DYNAMIC HT  -         171.975 (meters)     564.22  (feet)  COMP
 CS2504  MODELED GRAV-     979,543.4   (mgal)                       NAVD 88
 CS2504
 CS2504  VERT ORDER  -  FIRST     CLASS II
 CS2504
 CS2504.The horizontal coordinates were scaled from a topographic map and have
 CS2504.an estimated accuracy of +/- 6 seconds.
 CS2504
 CS2504.The orthometric height was determined by differential leveling
 CS2504.and adjusted by the National Geodetic Survey in June 1991..
 CS2504
 CS2504.The geoid height was determined by GEOID03.
 CS2504
 CS2504.The dynamic height is computed by dividing the NAVD 88
 CS2504.geopotential number by the normal gravity value computed on the
 CS2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2504.degrees latitude (g = 980.6199 gals.).
 CS2504
 CS2504.The modeled gravity was interpolated from observed gravity values.
 CS2504
 CS2504;                    North         East    Units  Estimated Accuracy
 CS2504;SPC TXNC     - 2,146,140.      798,730.      MT  (+/- 180 meters Scaled)
 CS2504
 CS2504                          SUPERSEDED SURVEY CONTROL
 CS2504
 CS2504.No superseded survey control is available for this station.
 CS2504
 CS2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB454506(NAD 83)
 CS2504_MARKER: I = METAL ROD
 CS2504_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2504_SP_SET: STAINLESS STEEL ROD
 CS2504_STAMPING: F 1498 1986
 CS2504_MARK LOGO: NGS   
 CS2504_PROJECTION: FLUSH
 CS2504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2504+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS2504_ROD/PIPE-DEPTH: 6.9  meters
 CS2504
 CS2504  HISTORY     - Date     Condition        Report By
 CS2504  HISTORY     - 1986     MONUMENTED       NGS
 CS2504  HISTORY     - 20051031 GOOD             BOHAN
 CS2504
 CS2504                          STATION DESCRIPTION
 CS2504
 CS2504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2504'10.9 KM (6.8 MI) NE FROM ROCKWALL.
 CS2504'10.9 KM (6.75 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS
 CS2504'JUNCTION WITH STATE HIGHWAY 205 IN ROCKWALL, 38.7 M (127.0 FT) SOUTH
 CS2504'OF THE CENTERLINE OF FARM ROAD 552, 26.6 M (87.3 FT) SOUTHEAST OF THE
 CS2504'SOUTHEAST CORNER OF A HOUSE, 9.0 M (29.5 FT) NORTHWEST OF THE
 CS2504'CENTERLINE OF THE HIGHWAY, AND 1.4 M (4.6 FT) NORTHEAST OF UTILITY
 CS2504'POLE NUMBER 600-50.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 CS2504'5-INCH LOGO CAP.
 CS2504'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 CS2504'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CS2504
 CS2504                          STATION RECOVERY (2005)
 CS2504
 CS2504'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS2504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2565 ***********************************************************************
 CS2565  DESIGNATION -  F 1499
 CS2565  PID         -  CS2565
 CS2565  STATE/COUNTY-  TX/TARRANT
 CS2565  USGS QUAD   -  KENNEDALE (1981)
 CS2565
 CS2565                         *CURRENT SURVEY CONTROL
 CS2565  ___________________________________________________________________
 CS2565* NAD 83(1993)-  32 43 53.57038(N)    097 14 30.07350(W)     ADJUSTED  
 CS2565* NAVD 88     -       190.936  (meters)     626.43   (feet)  ADJUSTED  
 CS2565  ___________________________________________________________________
 CS2565  X           -    -677,012.449 (meters)                     COMP
 CS2565  Y           -  -5,327,927.300 (meters)                     COMP
 CS2565  Z           -   3,429,040.184 (meters)                     COMP
 CS2565  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 CS2565  ELLIP HEIGHT-         163.31  (meters)          (10/23/00) GPS OBS
 CS2565  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS2565  DYNAMIC HT  -         190.714 (meters)     625.70  (feet)  COMP
 CS2565  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 CS2565
 CS2565  HORZ ORDER  -  B
 CS2565  VERT ORDER  -  FIRST     CLASS II
 CS2565  ELLP ORDER  -  FOURTH    CLASS II
 CS2565
 CS2565.The horizontal coordinates were established by GPS observations
 CS2565.and adjusted by the National Geodetic Survey in February 1996..
 CS2565
 CS2565.The orthometric height was determined by differential leveling
 CS2565.and adjusted by the National Geodetic Survey in June 1991..
 CS2565
 CS2565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2565
 CS2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2565
 CS2565.The ellipsoidal height was determined by GPS observations
 CS2565.and is referenced to NAD 83.
 CS2565
 CS2565.The geoid height was determined by GEOID03.
 CS2565
 CS2565.The dynamic height is computed by dividing the NAVD 88
 CS2565.geopotential number by the normal gravity value computed on the
 CS2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2565.degrees latitude (g = 980.6199 gals.).
 CS2565
 CS2565.The modeled gravity was interpolated from observed gravity values.
 CS2565
 CS2565;                    North         East     Units Scale Factor Converg.
 CS2565;SPC TXNC     - 2,118,790.844   717,932.195   MT  0.99988813   +0 41 10.6
 CS2565;SPC TXNC     - 6,951,399.63  2,355,415.88   sFT  0.99988813   +0 41 10.6
 CS2565;UTM  14      - 3,622,894.119   664,760.707   MT  0.99993474   +0 57 03.4
 CS2565
 CS2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2565!SPC TXNC     -   0.99997436  x   0.99988813  =   0.99986249
 CS2565!UTM  14      -   0.99997436  x   0.99993474  =   0.99990910
 CS2565
 CS2565                          SUPERSEDED SURVEY CONTROL
 CS2565
 CS2565  ELLIP H (02/20/96)  163.40   (m)                       GP(       ) 1 1
 CS2565  NAD 83(1993)-  32 43 53.57044(N)    097 14 30.07229(W) AD(1995.00) 1
 CS2565  ELLIP H (08/03/95)  163.36   (m)                       GP(       ) 2 1
 CS2565  NAVD 88 (08/03/95)  190.94   (m)          626.4    (f) LEVELING    3  
 CS2565
 CS2565.Superseded values are not recommended for survey control.
 CS2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2565.See file dsdata.txt to determine how the superseded data were derived.
 CS2565
 CS2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6476122894(NAD 83)
 CS2565_MARKER: I = METAL ROD
 CS2565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2565_SP_SET: STAINLESS STEEL ROD
 CS2565_STAMPING: F 1499 1986
 CS2565_MARK LOGO: NGS   
 CS2565_PROJECTION: FLUSH
 CS2565_MAGNETIC: I = MARKER IS A STEEL ROD
 CS2565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2565+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CS2565_ROD/PIPE-DEPTH: 5.5  meters
 CS2565
 CS2565  HISTORY     - Date     Condition        Report By
 CS2565  HISTORY     - 1986     MONUMENTED       NGS
 CS2565  HISTORY     - 19941220 GOOD             NGS
 CS2565  HISTORY     - 19960921 GOOD             USPSQD
 CS2565  HISTORY     - 20021025 GOOD             JCLS
 CS2565  HISTORY     - 20031030 GOOD             JCLS
 CS2565
 CS2565                          STATION DESCRIPTION
 CS2565
 CS2565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2565'IN HANDLEY.
 CS2565'IN HANDLEY, AT THE INTERSECTION OF OLD HANDLEY ROAD AND BENTON AVENUE,
 CS2565'22.6 M (74.1 FT) NORTH OF THE NEAR RAIL OF THE MISSOURI PACIFIC
 CS2565'RAILROAD, 7.0 M (23.0 FT) SOUTH OF THE CENTER OF THE ROAD, 4.1 M (13.5
 CS2565'FT) EAST OF THE EXTENDED CENTER OF THE AVENUE, AND 1.0 M (3.3. FT)
 CS2565'WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 CS2565'5-INCH LOGO CAP.
 CS2565'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 CS2565'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CS2565
 CS2565                          STATION RECOVERY (1994)
 CS2565
 CS2565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CS2565'THE STATION IS LOCATED IN HADLEY AT THE T-JUNCTION OF OLD HADLEY
 CS2565'AVENUE AND BENTON AVENUE. ---OWNERSHIP UNKNOWN--
 CS2565' 
 CS2565'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 820 AND STATE HIGHWAY
 CS2565'S-303 (EAST ROSEDALE STREET), GO WEST ON HIGHWAY S-303 FOR 1.7 KM
 CS2565'(1.05 MI) TO TIERNEY STREET ON THE RIGHT.  TURN RIGHT, NORTH ON
 CS2565'TIERNEY STREET AND GO 0.16 KM (0.10 MI) CROSSING THE RAILROAD TRACKS
 CS2565'TO A PAVED ROAD ON THE RIGHT. TURN RIGHT, HEADING EAST ON OLD HADLEY
 CS2565'AVENUE FOR 0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT.
 CS2565' 
 CS2565'THE STATION IS LOCATED 22.6 M (74.1 FT) NORTH OF THE NEAR RAIL OF THE
 CS2565'MISSOURI PACIFIC RAILROAD, 7.0 M (23.0 FT) SOUTH OF THE CENTER OF OLD
 CS2565'HADLEY AVENUE, 4.1 M (13.5 FT) EAST OF THE EXTENED CENTER OF BENTON
 CS2565'AVENUE AND 1.0 M (3.3 FT) WEST OF A UTILITY POLE.
 CS2565
 CS2565                          STATION RECOVERY (1996)
 CS2565
 CS2565'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2565'RECOVERED IN GOOD CONDITION.
 CS2565
 CS2565                          STATION RECOVERY (2002)
 CS2565
 CS2565'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 CS2565'RECOVERED IN GOOD CONDITION.
 CS2565
 CS2565                          STATION RECOVERY (2003)
 CS2565
 CS2565'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 CS2565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0659 ***********************************************************************
 BZ0659  DESIGNATION -  F 150
 BZ0659  PID         -  BZ0659
 BZ0659  STATE/COUNTY-  TX/NAVARRO
 BZ0659  USGS QUAD   -  DAWSON (1978)
 BZ0659
 BZ0659                         *CURRENT SURVEY CONTROL
 BZ0659  ___________________________________________________________________
 BZ0659* NAD 83(1986)-  31 55 48.     (N)    096 39 09.     (W)     SCALED    
 BZ0659* NAVD 88     -       116.307  (meters)     381.58   (feet)  ADJUSTED  
 BZ0659  ___________________________________________________________________
 BZ0659  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 BZ0659  DYNAMIC HT  -         116.171 (meters)     381.14  (feet)  COMP
 BZ0659  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 BZ0659
 BZ0659  VERT ORDER  -  SECOND    CLASS 0
 BZ0659
 BZ0659.The horizontal coordinates were scaled from a topographic map and have
 BZ0659.an estimated accuracy of +/- 6 seconds.
 BZ0659
 BZ0659.The orthometric height was determined by differential leveling
 BZ0659.and adjusted by the National Geodetic Survey in June 1991..
 BZ0659.WARNING-Repeat measurements at this control monument indicate possible
 BZ0659.vertical movement.
 BZ0659
 BZ0659.The geoid height was determined by GEOID03.
 BZ0659
 BZ0659.The dynamic height is computed by dividing the NAVD 88
 BZ0659.geopotential number by the normal gravity value computed on the
 BZ0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0659.degrees latitude (g = 980.6199 gals.).
 BZ0659
 BZ0659.The modeled gravity was interpolated from observed gravity values.
 BZ0659
 BZ0659;                    North         East    Units  Estimated Accuracy
 BZ0659;SPC TXNC     - 2,030,740.      774,710.      MT  (+/- 180 meters Scaled)
 BZ0659
 BZ0659                          SUPERSEDED SURVEY CONTROL
 BZ0659
 BZ0659  NGVD 29 (??/??/92)  116.290  (m)          381.53   (f) ADJ UNCH    2 0
 BZ0659
 BZ0659.Superseded values are not recommended for survey control.
 BZ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0659.See file dsdata.txt to determine how the superseded data were derived.
 BZ0659
 BZ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA219350(NAD 83)
 BZ0659_MARKER: DB = BENCH MARK DISK
 BZ0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0659_STAMPING: F 150 1933 381.390
 BZ0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0659+STABILITY: SURFACE MOTION
 BZ0659
 BZ0659  HISTORY     - Date     Condition        Report By
 BZ0659  HISTORY     - 1933     MONUMENTED       CGS
 BZ0659  HISTORY     - 1947     GOOD             NGS
 BZ0659
 BZ0659                          STATION DESCRIPTION
 BZ0659
 BZ0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0659'2.7 MI SW FROM PURDON.
 BZ0659'2.7 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM THE
 BZ0659'STATION AT PURDON, 4.6 MILES NORTHEAST OF THE STATION AT DAWSON, AT A
 BZ0659'PRIVATE ROAD CROSSING WHICH IS ABOUT 400 FEET SOUTHWEST OF THE
 BZ0659'SOUTHWEST END OF TRESTLE 665, 1 1/2 POLES NORTHEAST OF AND ACROSS THE
 BZ0659'TRACKS FROM TELEPHONE POLE 637/20, 46.0 FEET SOUTHEAST OF THE
 BZ0659'SOUTHEAST RAIL, 6.0 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 BZ0659'DIRT ROAD, 1.9 FEET SOUTHWEST OF A 4X4 MARKER POST, ABOUT 5.0 FEET
 BZ0659'BELOW THE LEVEL OF THE TRACKS, AT THE SOUTHWEST CORNER OF A LARGE
 BZ0659'RESERVOIR.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0659'PROJECTS 10 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5517 ***********************************************************************
 AW5517  DESIGNATION -  F 1500
 AW5517  PID         -  AW5517
 AW5517  STATE/COUNTY-  TX/HARRIS
 AW5517  USGS QUAD   -  SATSUMA (1982)
 AW5517
 AW5517                         *CURRENT SURVEY CONTROL
 AW5517  ___________________________________________________________________
 AW5517* NAD 83(1986)-  29 55 27.     (N)    095 35 59.     (W)     SCALED    
 AW5517* NAVD 88     -        37.649  (meters)     123.52   (feet)  ADJUSTED  
 AW5517  ___________________________________________________________________
 AW5517  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW5517  DYNAMIC HT  -          37.598 (meters)     123.35  (feet)  COMP
 AW5517  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 AW5517
 AW5517  VERT ORDER  -  FIRST     CLASS II
 AW5517
 AW5517.The horizontal coordinates were scaled from a topographic map and have
 AW5517.an estimated accuracy of +/- 6 seconds.
 AW5517
 AW5517.The orthometric height was determined by differential leveling
 AW5517.and adjusted by the National Geodetic Survey in June 1991..
 AW5517
 AW5517.The geoid height was determined by GEOID03.
 AW5517
 AW5517.The dynamic height is computed by dividing the NAVD 88
 AW5517.geopotential number by the normal gravity value computed on the
 AW5517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5517.degrees latitude (g = 980.6199 gals.).
 AW5517
 AW5517.The modeled gravity was interpolated from observed gravity values.
 AW5517
 AW5517;                    North         East    Units  Estimated Accuracy
 AW5517;SPC TXSC     - 4,236,500.      928,260.      MT  (+/- 180 meters Scaled)
 AW5517
 AW5517                          SUPERSEDED SURVEY CONTROL
 AW5517
 AW5517  NGVD 29 (12/23/87)   37.642  (m)          123.50   (f) ADJUSTED    1 2
 AW5517
 AW5517.Superseded values are not recommended for survey control.
 AW5517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5517.See file dsdata.txt to determine how the superseded data were derived.
 AW5517
 AW5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP490132(NAD 83)
 AW5517_MARKER: I = METAL ROD
 AW5517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5517_SP_SET: STAINLESS STEEL ROD
 AW5517_STAMPING: F 1500 1986
 AW5517_MARK LOGO: NGS   
 AW5517_PROJECTION: FLUSH
 AW5517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5517_ROD/PIPE-DEPTH: 8.2  meters
 AW5517
 AW5517  HISTORY     - Date     Condition        Report By
 AW5517  HISTORY     - 1986     MONUMENTED       NGS
 AW5517  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW5517  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 AW5517
 AW5517                          STATION DESCRIPTION
 AW5517
 AW5517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5517'11.9 KM (7.4 MI) SE FROM CYPRESS.
 AW5517'10.2 KM (6.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS
 AW5517'JUNCTION WITH SPRING-CYPRESS ROAD IN CYPRESS, THENCE 1.7 KM (1.05 MI)
 AW5517'NORTHEASTERLY ALONG FARM ROAD 1960, 10.4 M (34.1 FT) SOUTHEAST OF THE
 AW5517'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE ROAD, 9.6 M (31.5 FT)
 AW5517'NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 2.4 M (7.9 FT)
 AW5517'EAST OF THE NORTHEAST END PIPE CULVERT, AND 0.9 M (3.0 FT)
 AW5517'SOUTH-SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5517'THROUGH A 5-INCH LOGO CAP.
 AW5517'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AW5517'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5517
 AW5517                          STATION RECOVERY (1990)
 AW5517
 AW5517'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW5517'MARK NOT FOUND.
 AW5517
 AW5517                          STATION RECOVERY (1994)
 AW5517
 AW5517'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0976 ***********************************************************************
 DN0976  DESIGNATION -  F 1501
 DN0976  PID         -  DN0976
 DN0976  STATE/COUNTY-  TX/GRAYSON
 DN0976  USGS QUAD   -  SHERMAN (1974)
 DN0976
 DN0976                         *CURRENT SURVEY CONTROL
 DN0976  ___________________________________________________________________
 DN0976* NAD 83(1986)-  33 44 53.     (N)    096 32 13.     (W)     SCALED    
 DN0976* NAVD 88     -       223.638  (meters)     733.72   (feet)  ADJUSTED  
 DN0976  ___________________________________________________________________
 DN0976  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DN0976  DYNAMIC HT  -         223.398 (meters)     732.93  (feet)  COMP
 DN0976  MODELED GRAV-     979,557.6   (mgal)                       NAVD 88
 DN0976
 DN0976  VERT ORDER  -  FIRST     CLASS II
 DN0976
 DN0976.The horizontal coordinates were scaled from a topographic map and have
 DN0976.an estimated accuracy of +/- 6 seconds.
 DN0976
 DN0976.The orthometric height was determined by differential leveling
 DN0976.and adjusted by the National Geodetic Survey in June 1991..
 DN0976
 DN0976.The geoid height was determined by GEOID03.
 DN0976
 DN0976.The dynamic height is computed by dividing the NAVD 88
 DN0976.geopotential number by the normal gravity value computed on the
 DN0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0976.degrees latitude (g = 980.6199 gals.).
 DN0976
 DN0976.The modeled gravity was interpolated from observed gravity values.
 DN0976
 DN0976;                    North         East    Units  Estimated Accuracy
 DN0976;SPC TXNC     - 2,232,510.      781,870.      MT  (+/- 180 meters Scaled)
 DN0976
 DN0976                          SUPERSEDED SURVEY CONTROL
 DN0976
 DN0976.No superseded survey control is available for this station.
 DN0976
 DN0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC281369(NAD 83)
 DN0976_MARKER: DB = BENCH MARK DISK
 DN0976_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0976_SP_SET: PIER
 DN0976_STAMPING: F 1501 1986
 DN0976_MARK LOGO: NGS   
 DN0976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0976+STABILITY: POSITION/ELEVATION WELL
 DN0976
 DN0976  HISTORY     - Date     Condition        Report By
 DN0976  HISTORY     - 1986     MONUMENTED       NGS
 DN0976  HISTORY     - 19990213 GOOD             USPSQD
 DN0976
 DN0976                          STATION DESCRIPTION
 DN0976
 DN0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0976'IN DENISON.
 DN0976'IN DENISON, AT THE INTERSECTION OF U.S. HIGHWAY 69 AND THE MISSOURI
 DN0976'KANSAS TEXAS RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE SOUTH
 DN0976'PIER OF THE HIGHWAY OVERPASS OF THE HIGHWAY, 25.7 M (84.3 FT) SOUTH OF
 DN0976'THE CENTER OF DAY STREET, 9.6 M (31.5 FT) EAST OF THE CENTER OF THE
 DN0976'OVERPASS, AND 6.0 M (19.7 FT) WEST OF THE CENTER OF LACY LANE.
 DN0976'THE MARK IS 1.5 M ABOVE THE GROUND.
 DN0976
 DN0976                          STATION RECOVERY (1999)
 DN0976
 DN0976'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1036 ***********************************************************************
 DN1036  DESIGNATION -  F 1502
 DN1036  PID         -  DN1036
 DN1036  STATE/COUNTY-  TX/MONTAGUE
 DN1036  USGS QUAD   -  RINGGOLD (1968)
 DN1036
 DN1036                         *CURRENT SURVEY CONTROL
 DN1036  ___________________________________________________________________
 DN1036* NAD 83(1986)-  33 45 21.     (N)    097 56 02.     (W)     SCALED    
 DN1036* NAVD 88     -       274.303  (meters)     899.94   (feet)  ADJUSTED  
 DN1036  ___________________________________________________________________
 DN1036  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN1036  DYNAMIC HT  -         274.004 (meters)     898.96  (feet)  COMP
 DN1036  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 DN1036
 DN1036  VERT ORDER  -  FIRST     CLASS II
 DN1036
 DN1036.The horizontal coordinates were scaled from a topographic map and have
 DN1036.an estimated accuracy of +/- 6 seconds.
 DN1036
 DN1036.The orthometric height was determined by differential leveling
 DN1036.and adjusted by the National Geodetic Survey in June 1991..
 DN1036
 DN1036.The geoid height was determined by GEOID03.
 DN1036
 DN1036.The dynamic height is computed by dividing the NAVD 88
 DN1036.geopotential number by the normal gravity value computed on the
 DN1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1036.degrees latitude (g = 980.6199 gals.).
 DN1036
 DN1036.The modeled gravity was interpolated from observed gravity values.
 DN1036
 DN1036;                    North         East    Units  Estimated Accuracy
 DN1036;SPC TXNC     - 2,231,820.      652,450.      MT  (+/- 180 meters Scaled)
 DN1036
 DN1036                          SUPERSEDED SURVEY CONTROL
 DN1036
 DN1036.No superseded survey control is available for this station.
 DN1036
 DN1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC987355(NAD 83)
 DN1036_MARKER: DB = BENCH MARK DISK
 DN1036_SETTING: 66 = SET IN ROCK OUTCROP
 DN1036_SP_SET: ROCK OUTCROP
 DN1036_STAMPING: F 1502 1986
 DN1036_MARK LOGO: NGS   
 DN1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1036+STABILITY: POSITION/ELEVATION WELL
 DN1036
 DN1036  HISTORY     - Date     Condition        Report By
 DN1036  HISTORY     - 1986     MONUMENTED       NGS
 DN1036  HISTORY     - 19980214 GOOD             USPSQD
 DN1036
 DN1036                          STATION DESCRIPTION
 DN1036
 DN1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1036'23.0 KM (14.3 MI) NORTH FROM BOWIE.
 DN1036'23.0 KM (14.3 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1036'WITH U.S. HIGHWAY 287 IN BOWIE, IN AN EXPOSED AREA OF OUTCROPPING
 DN1036'BEDROCK, 0.3 KM (0.2 MI) SOUTH OF THE SOUTH ENTRANCE TO A PICNIC AREA,
 DN1036'82.0 M (269.0 FT) NORTH OF THE CENTER OF A METAL GATE, 12.5 M (41.0
 DN1036'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.6 M (11.8 FT)
 DN1036'SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER.
 DN1036'THE MARK IS 2.6 METERS  E FROM  A WITNESS POST AND FENCE
 DN1036'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 DN1036
 DN1036                          STATION RECOVERY (1998)
 DN1036
 DN1036'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5677 ***********************************************************************
 AW5677  DESIGNATION -  F 1503
 AW5677  PID         -  AW5677
 AW5677  STATE/COUNTY-  TX/HARRIS
 AW5677  USGS QUAD   -  PASADENA (1995)
 AW5677
 AW5677                         *CURRENT SURVEY CONTROL
 AW5677  ___________________________________________________________________
 AW5677* NAD 83(1986)-  29 39 50.     (N)    095 08 28.     (W)     SCALED    
 AW5677* NAVD 88     -         7.335  (meters)      24.06   (feet)  ADJUSTED  
 AW5677  ___________________________________________________________________
 AW5677  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW5677  DYNAMIC HT  -           7.325 (meters)      24.03  (feet)  COMP
 AW5677  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 AW5677
 AW5677  VERT ORDER  -  FIRST     CLASS II
 AW5677
 AW5677.The horizontal coordinates were scaled from a topographic map and have
 AW5677.an estimated accuracy of +/- 6 seconds.
 AW5677
 AW5677.The orthometric height was determined by differential leveling
 AW5677.and adjusted by the National Geodetic Survey in June 1991..
 AW5677
 AW5677.The geoid height was determined by GEOID03.
 AW5677
 AW5677.The dynamic height is computed by dividing the NAVD 88
 AW5677.geopotential number by the normal gravity value computed on the
 AW5677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5677.degrees latitude (g = 980.6199 gals.).
 AW5677
 AW5677.The modeled gravity was interpolated from observed gravity values.
 AW5677
 AW5677;                    North         East    Units  Estimated Accuracy
 AW5677;SPC TXSC     - 4,209,040.      973,470.      MT  (+/- 180 meters Scaled)
 AW5677
 AW5677                          SUPERSEDED SURVEY CONTROL
 AW5677
 AW5677  NGVD 29 (12/23/87)    7.332  (m)           24.06   (f) ADJUSTED    1 2
 AW5677
 AW5677.Superseded values are not recommended for survey control.
 AW5677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5677.See file dsdata.txt to determine how the superseded data were derived.
 AW5677
 AW5677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN927834(NAD 83)
 AW5677_MARKER: I = METAL ROD
 AW5677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5677_SP_SET: STAINLESS STEEL ROD
 AW5677_STAMPING: F 1503 1986
 AW5677_MARK LOGO: NGS   
 AW5677_PROJECTION: FLUSH
 AW5677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5677_ROD/PIPE-DEPTH: 7.9  meters
 AW5677
 AW5677  HISTORY     - Date     Condition        Report By
 AW5677  HISTORY     - 1986     MONUMENTED       NGS
 AW5677  HISTORY     - 19890120 GOOD             USPSQD
 AW5677  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW5677
 AW5677                          STATION DESCRIPTION
 AW5677
 AW5677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5677'9.0 KM (5.6 MI) EAST FROM SOUTH HOUSTON.
 AW5677'8.8 KM (5.5 MI) EAST ALONG SPENCER HIGHWAY FROM THE JUNCTION OF STATE
 AW5677'HIGHWAY 3 IN SOUTH HOUSTON TO THE INTERSECTION OF TREBOR STREET,
 AW5677'THENCE 0.2 KM (0.1 MI) SOUTH ALONG TREBOR STREET TO THE MARK ON THE
 AW5677'RIGHT AT THE NORTHEAST CORNER OF AN ATHLETIC FIELD, 12.37 METERS (40.6
 AW5677'FT) WEST OF THE CENTERLINE OF TREBOR STREET, 0.79 METER (2.6 FT)
 AW5677'NORTH-NORTHWEST OF A CHAIN LINK FENCE CORNER AROUND ATHLETIC FIELD,
 AW5677'0.70 METER (2.3 FT) WEST OF A UTILITY POLE FOR ATHLETIC FIELD LIGHTS,
 AW5677'0.67 METER (2.2 FT) NORTH OF A CHAIN LINK FENCE.  NOTE--ACCESS TO
 AW5677'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5677'THE MARK IS ABOVE LEVEL WITH TREBOR STREET.
 AW5677
 AW5677                          STATION RECOVERY (1989)
 AW5677
 AW5677'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW5677'RECOVERED IN GOOD CONDITION.
 AW5677
 AW5677                          STATION RECOVERY (1998)
 AW5677
 AW5677'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5404 ***********************************************************************
 AW5404  DESIGNATION -  F 1504
 AW5404  PID         -  AW5404
 AW5404  STATE/COUNTY-  TX/HARRIS
 AW5404  USGS QUAD   -  CLODINE (1995)
 AW5404
 AW5404                         *CURRENT SURVEY CONTROL
 AW5404  ___________________________________________________________________
 AW5404* NAD 83(1986)-  29 42 33.     (N)    095 39 38.     (W)     SCALED    
 AW5404* NAVD 88     -        26.543  (meters)      87.08   (feet)  ADJUSTED  
 AW5404  ___________________________________________________________________
 AW5404  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW5404  DYNAMIC HT  -          26.506 (meters)      86.96  (feet)  COMP
 AW5404  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 AW5404
 AW5404  VERT ORDER  -  FIRST     CLASS II
 AW5404
 AW5404.The horizontal coordinates were scaled from a topographic map and have
 AW5404.an estimated accuracy of +/- 6 seconds.
 AW5404
 AW5404.The orthometric height was determined by differential leveling
 AW5404.and adjusted by the National Geodetic Survey in June 1991..
 AW5404
 AW5404.The geoid height was determined by GEOID03.
 AW5404
 AW5404.The dynamic height is computed by dividing the NAVD 88
 AW5404.geopotential number by the normal gravity value computed on the
 AW5404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5404.degrees latitude (g = 980.6199 gals.).
 AW5404
 AW5404.The modeled gravity was interpolated from observed gravity values.
 AW5404
 AW5404;                    North         East    Units  Estimated Accuracy
 AW5404;SPC TXSC     - 4,212,510.      923,070.      MT  (+/- 180 meters Scaled)
 AW5404
 AW5404                          SUPERSEDED SURVEY CONTROL
 AW5404
 AW5404  NGVD 29 (12/23/87)   26.536  (m)           87.06   (f) ADJUSTED    1 2
 AW5404
 AW5404.Superseded values are not recommended for survey control.
 AW5404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5404.See file dsdata.txt to determine how the superseded data were derived.
 AW5404
 AW5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN426895(NAD 83)
 AW5404_MARKER: I = METAL ROD
 AW5404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5404_SP_SET: STAINLESS STEEL ROD
 AW5404_STAMPING: F 1504 1986
 AW5404_MARK LOGO: NGS   
 AW5404_PROJECTION: FLUSH
 AW5404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5404_ROD/PIPE-DEPTH: 13.4 meters
 AW5404
 AW5404  HISTORY     - Date     Condition        Report By
 AW5404  HISTORY     - 1986     MONUMENTED       NGS
 AW5404  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW5404  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 AW5404
 AW5404                          STATION DESCRIPTION
 AW5404
 AW5404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5404'2.9 KM (1.8 MI) EAST FROM CLODINE.
 AW5404'2.9 KM (1.8 MI) EAST ALONG ALIEF-CLODINE ROAD FROM THE JUNCTION OF FM
 AW5404'ROAD 1464 IN CLODINE, 25.1 METERS (82.4 FT) SOUTH OF THE CENTERLINE OF
 AW5404'ALIEF-CLODINE ROAD, 10.8 METERS (35.3 FT) WEST OF THE CENTERLINE OF
 AW5404'ADDICKS-CLODINE ROAD SOUTHBOUND, 10.4 METERS (34.0 FT) SOUTHWEST OF A
 AW5404'FIRE HYDRANT, 11.6 METERS (38.0 FT) SOUTHWEST OF A WOOD POWER POLE,
 AW5404'9.8 METERS (32.0 FT) SOUTHWEST OF A METAL POWER POLE.  NOTE--ACCESS TO
 AW5404'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5404'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 AW5404'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 AW5404
 AW5404                          STATION RECOVERY (1994)
 AW5404
 AW5404'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5404'MARK NOT FOUND.
 AW5404
 AW5404                          STATION RECOVERY (2003)
 AW5404
 AW5404'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW5404'DID NOT FIND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5475 ***********************************************************************
 AW5475  DESIGNATION -  F 1505
 AW5475  PID         -  AW5475
 AW5475  STATE/COUNTY-  TX/FORT BEND
 AW5475  USGS QUAD   -  SMITHERS LAKE (1980)
 AW5475
 AW5475                         *CURRENT SURVEY CONTROL
 AW5475  ___________________________________________________________________
 AW5475* NAD 83(1986)-  29 28 55.     (N)    095 39 56.     (W)     SCALED    
 AW5475* NAVD 88     -        22.278  (meters)      73.09   (feet)  ADJUSTED  
 AW5475  ___________________________________________________________________
 AW5475  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW5475  DYNAMIC HT  -          22.248 (meters)      72.99  (feet)  COMP
 AW5475  MODELED GRAV-     979,265.4   (mgal)                       NAVD 88
 AW5475
 AW5475  VERT ORDER  -  FIRST     CLASS II
 AW5475
 AW5475.The horizontal coordinates were scaled from a topographic map and have
 AW5475.an estimated accuracy of +/- 6 seconds.
 AW5475
 AW5475.The orthometric height was determined by differential leveling
 AW5475.and adjusted by the National Geodetic Survey in June 1991..
 AW5475
 AW5475.The geoid height was determined by GEOID03.
 AW5475
 AW5475.The dynamic height is computed by dividing the NAVD 88
 AW5475.geopotential number by the normal gravity value computed on the
 AW5475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5475.degrees latitude (g = 980.6199 gals.).
 AW5475
 AW5475.The modeled gravity was interpolated from observed gravity values.
 AW5475
 AW5475;                    North         East    Units  Estimated Accuracy
 AW5475;SPC TXSC     - 4,187,320.      923,300.      MT  (+/- 180 meters Scaled)
 AW5475
 AW5475                          SUPERSEDED SURVEY CONTROL
 AW5475
 AW5475  NGVD 29 (12/23/87)   22.275  (m)           73.08   (f) ADJUSTED    1 2
 AW5475
 AW5475.Superseded values are not recommended for survey control.
 AW5475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5475.See file dsdata.txt to determine how the superseded data were derived.
 AW5475
 AW5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN415643(NAD 83)
 AW5475_MARKER: I = METAL ROD
 AW5475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5475_SP_SET: STAINLESS STEEL ROD
 AW5475_STAMPING: F 1505 1987
 AW5475_MARK LOGO: NGS   
 AW5475_PROJECTION: FLUSH
 AW5475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5475_ROD/PIPE-DEPTH: 10.9 meters
 AW5475
 AW5475  HISTORY     - Date     Condition        Report By
 AW5475  HISTORY     - 1987     MONUMENTED       NGS
 AW5475  HISTORY     - 1988     GOOD             USPSQD
 AW5475  HISTORY     - 19960622 GOOD             USPSQD
 AW5475  HISTORY     - 19980103 GOOD             USPSQD
 AW5475  HISTORY     - 19981121 GOOD             USPSQD
 AW5475
 AW5475                          STATION DESCRIPTION
 AW5475
 AW5475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5475'22.7 KM (14.1 MI) NE FROM GUY.
 AW5475'12.3 KM (7.65 MI) NORTHEAST ALONG FM ROAD 1994 FROM THE JUNCTION OF
 AW5475'STATE HIGHWAY 36 IN GUY, THENCE 8.6 KM (5.35 MI) NORTH-NORTHEAST ALONG
 AW5475'FM ROAD 762, THENCE 1.8 KM (1.1 MI) EAST-SOUTHEAST ALONG SMITHERS LAKE
 AW5475'ROAD, 12.6 METERS (41.5 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD,
 AW5475'2.7 METERS (9.0 FT) NORTHEAST OF THE NORTHWEST END OF AN 18-INCH
 AW5475'CONCRETE PIPE CULVERT, 0.9 METER (3.0 FT) NORTHWEST OF THE NORTHWEST
 AW5475'POST OF A METAL GATE, 0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.
 AW5475'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5475'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AW5475'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5475
 AW5475                          STATION RECOVERY (1988)
 AW5475
 AW5475'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLL)
 AW5475'RECOVERED IN GOOD CONDITION.
 AW5475
 AW5475                          STATION RECOVERY (1996)
 AW5475
 AW5475'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5475'RECOVERED IN GOOD CONDITION.
 AW5475
 AW5475                          STATION RECOVERY (1998)
 AW5475
 AW5475'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5475'RECOVERED IN GOOD CONDITION.
 AW5475
 AW5475                          STATION RECOVERY (1998)
 AW5475
 AW5475'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5540 ***********************************************************************
 AW5540  DESIGNATION -  F 1506
 AW5540  PID         -  AW5540
 AW5540  STATE/COUNTY-  TX/FORT BEND
 AW5540  USGS QUAD   -  RICHMOND (1980)
 AW5540
 AW5540                         *CURRENT SURVEY CONTROL
 AW5540  ___________________________________________________________________
 AW5540* NAD 83(1986)-  29 32 51.     (N)    095 50 16.     (W)     SCALED    
 AW5540* NAVD 88     -        31.050  (meters)     101.87   (feet)  ADJUSTED  
 AW5540  ___________________________________________________________________
 AW5540  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW5540  DYNAMIC HT  -          31.007 (meters)     101.73  (feet)  COMP
 AW5540  MODELED GRAV-     979,263.1   (mgal)                       NAVD 88
 AW5540
 AW5540  VERT ORDER  -  FIRST     CLASS I
 AW5540
 AW5540.The horizontal coordinates were scaled from a topographic map and have
 AW5540.an estimated accuracy of +/- 6 seconds.
 AW5540
 AW5540.The orthometric height was determined by differential leveling
 AW5540.and adjusted by the National Geodetic Survey in June 1991..
 AW5540
 AW5540.The geoid height was determined by GEOID03.
 AW5540
 AW5540.The dynamic height is computed by dividing the NAVD 88
 AW5540.geopotential number by the normal gravity value computed on the
 AW5540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5540.degrees latitude (g = 980.6199 gals.).
 AW5540
 AW5540.The modeled gravity was interpolated from observed gravity values.
 AW5540
 AW5540;                    North         East    Units  Estimated Accuracy
 AW5540;SPC TXSC     - 4,194,120.      906,410.      MT  (+/- 180 meters Scaled)
 AW5540
 AW5540                          SUPERSEDED SURVEY CONTROL
 AW5540
 AW5540  NGVD 29 (12/23/87)   31.047  (m)          101.86   (f) ADJUSTED    1 1
 AW5540
 AW5540.Superseded values are not recommended for survey control.
 AW5540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5540.See file dsdata.txt to determine how the superseded data were derived.
 AW5540
 AW5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN250720(NAD 83)
 AW5540_MARKER: I = METAL ROD
 AW5540_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5540_SP_SET: STAINLESS STEEL ROD
 AW5540_STAMPING: F 1506 1987
 AW5540_MARK LOGO: NGS   
 AW5540_PROJECTION: FLUSH
 AW5540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5540+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 AW5540_ROD/PIPE-DEPTH: 18.3 meters
 AW5540
 AW5540  HISTORY     - Date     Condition        Report By
 AW5540  HISTORY     - 1987     MONUMENTED       NGS
 AW5540  HISTORY     - 19931204 GOOD             USPSQD
 AW5540  HISTORY     - 19991120 GOOD             USPSQD
 AW5540  HISTORY     - 20051115 GOOD             LJA
 AW5540
 AW5540                          STATION DESCRIPTION
 AW5540
 AW5540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5540'3.0 KM (1.85 MI) SW FROM ROSINBERG.
 AW5540'0.78 KM (0.48 MI) WEST ALONG US HIGHWAY 90 ALTERNATE FROM THE JUNCTION
 AW5540'OF FM ROAD 723 IN ROSENBERG, THENCE 2.24 KM (1.39 MI) SOUTHWEST ALONG
 AW5540'FM SPUR ROAD 529, 45.4 METERS (149 FT) NORTHWEST OF THE CENTERLINE OF
 AW5540'THE ROAD, 14.3 METERS (47.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 AW5540'SOUTHERN PACIFIC COMPANY RAILROAD, 10.9 METERS (36.0 FT) WEST OF THE
 AW5540'CENTERLINE OF JUNKER ROAD, 0.9 METER (3.0 FT) SOUTH OF A FENCE CORNER,
 AW5540'0.4 METER (1.5 FT) SOUTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT
 AW5540'IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5540'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AW5540'THE MARK IS 0.7 M BELOW JUNKER ROAD.
 AW5540
 AW5540                          STATION RECOVERY (1993)
 AW5540
 AW5540'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5540'RECOVERED IN GOOD CONDITION.
 AW5540
 AW5540                          STATION RECOVERY (1999)
 AW5540
 AW5540'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5540'RECOVERED IN GOOD CONDITION.
 AW5540
 AW5540                          STATION RECOVERY (2005)
 AW5540
 AW5540'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW5540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5546 ***********************************************************************
 AW5546  DESIGNATION -  F 1509
 AW5546  PID         -  AW5546
 AW5546  STATE/COUNTY-  TX/GALVESTON
 AW5546  USGS QUAD   -  ALGOA (1974)
 AW5546
 AW5546                         *CURRENT SURVEY CONTROL
 AW5546  ___________________________________________________________________
 AW5546* NAD 83(1986)-  29 23 57.     (N)    095 10 31.     (W)     SCALED    
 AW5546* NAVD 88     -        10.043  (meters)      32.95   (feet)  ADJUSTED  
 AW5546  ___________________________________________________________________
 AW5546  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW5546  DYNAMIC HT  -          10.029 (meters)      32.90  (feet)  COMP
 AW5546  MODELED GRAV-     979,266.3   (mgal)                       NAVD 88
 AW5546
 AW5546  VERT ORDER  -  FIRST     CLASS II
 AW5546
 AW5546.The horizontal coordinates were scaled from a topographic map and have
 AW5546.an estimated accuracy of +/- 6 seconds.
 AW5546
 AW5546.The orthometric height was determined by differential leveling
 AW5546.and adjusted by the National Geodetic Survey in June 1991..
 AW5546
 AW5546.The geoid height was determined by GEOID03.
 AW5546
 AW5546.The dynamic height is computed by dividing the NAVD 88
 AW5546.geopotential number by the normal gravity value computed on the
 AW5546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5546.degrees latitude (g = 980.6199 gals.).
 AW5546
 AW5546.The modeled gravity was interpolated from observed gravity values.
 AW5546
 AW5546;                    North         East    Units  Estimated Accuracy
 AW5546;SPC TXSC     - 4,179,610.      971,120.      MT  (+/- 180 meters Scaled)
 AW5546
 AW5546                          SUPERSEDED SURVEY CONTROL
 AW5546
 AW5546  NGVD 29 (12/23/87)   10.039  (m)           32.94   (f) ADJUSTED    1 2
 AW5546
 AW5546.Superseded values are not recommended for survey control.
 AW5546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5546.See file dsdata.txt to determine how the superseded data were derived.
 AW5546
 AW5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN889541(NAD 83)
 AW5546_MARKER: I = METAL ROD
 AW5546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5546_SP_SET: STAINLESS STEEL ROD
 AW5546_STAMPING: F 1509 1986
 AW5546_MARK LOGO: NGS   
 AW5546_PROJECTION: FLUSH
 AW5546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5546_ROD/PIPE-DEPTH: 7.3  meters
 AW5546
 AW5546  HISTORY     - Date     Condition        Report By
 AW5546  HISTORY     - 1986     MONUMENTED       NGS
 AW5546  HISTORY     - 1987     GOOD             USPSQD
 AW5546  HISTORY     - 19940326 GOOD             USPSQD
 AW5546  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 AW5546  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AW5546
 AW5546                          STATION DESCRIPTION
 AW5546
 AW5546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5546'0.4 KM (0.25 MI) SOUTH FROM ALGOA.
 AW5546'0.4 KM (0.25 MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AW5546'THE NORTHWEST APEX OF A TRIANGLE FORMED BY THE JUNCTION OF THE
 AW5546'ATCHISON TOPEKA AND SANTA FE RAILROAD IN ALGOA, 35.2 M (115.5 FT)
 AW5546'SOUTHWEST OF THE CENTER OF A DRIVEWAY, 18.9 M (62.0 FT) SOUTHEAST OF
 AW5546'THE NEAR RAIL, 7.7 M (25.3 FT) SOUTHEAST OF THE CENTER OF MUSTANG
 AW5546'ROAD, AND 2.3 M (7.5 FT) NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO
 AW5546'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5546'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AW5546'THE MARK IS 0.3 M BELOW MUSTANG ROAD.
 AW5546
 AW5546                          STATION RECOVERY (1987)
 AW5546
 AW5546'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW5546'RECOVERED IN GOOD CONDITION.
 AW5546
 AW5546                          STATION RECOVERY (1994)
 AW5546
 AW5546'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5546'RECOVERED IN GOOD CONDITION.
 AW5546
 AW5546                          STATION RECOVERY (2004)
 AW5546
 AW5546'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5546'MARK NOT FOUND.
 AW5546
 AW5546                          STATION RECOVERY (2005)
 AW5546
 AW5546'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0529 ***********************************************************************
 CR0529  DESIGNATION -  F 151
 CR0529  PID         -  CR0529
 CR0529  STATE/COUNTY-  TX/HENDERSON
 CR0529  USGS QUAD   -  MALLARD HILL (1984)
 CR0529
 CR0529                         *CURRENT SURVEY CONTROL
 CR0529  ___________________________________________________________________
 CR0529* NAD 83(1986)-  32 11 53.     (N)    095 52 44.     (W)     SCALED    
 CR0529* NAVD 88     -       134.987  (meters)     442.87   (feet)  ADJUSTED  
 CR0529  ___________________________________________________________________
 CR0529  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0529  DYNAMIC HT  -         134.830 (meters)     442.35  (feet)  COMP
 CR0529  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 CR0529
 CR0529  VERT ORDER  -  SECOND    CLASS 0
 CR0529
 CR0529.The horizontal coordinates were scaled from a topographic map and have
 CR0529.an estimated accuracy of +/- 6 seconds.
 CR0529
 CR0529.The orthometric height was determined by differential leveling
 CR0529.and adjusted by the National Geodetic Survey in June 1991..
 CR0529
 CR0529.The geoid height was determined by GEOID03.
 CR0529
 CR0529.The dynamic height is computed by dividing the NAVD 88
 CR0529.geopotential number by the normal gravity value computed on the
 CR0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0529.degrees latitude (g = 980.6199 gals.).
 CR0529
 CR0529.The modeled gravity was interpolated from observed gravity values.
 CR0529
 CR0529;                    North         East    Units  Estimated Accuracy
 CR0529;SPC TXNC     - 2,062,010.      847,110.      MT  (+/- 180 meters Scaled)
 CR0529
 CR0529                          SUPERSEDED SURVEY CONTROL
 CR0529
 CR0529  NGVD 29 (??/??/92)  134.993  (m)          442.89   (f) ADJ UNCH    2 0
 CR0529
 CR0529.Superseded values are not recommended for survey control.
 CR0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0529.See file dsdata.txt to determine how the superseded data were derived.
 CR0529
 CR0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR286660(NAD 83)
 CR0529_MARKER: DB = BENCH MARK DISK
 CR0529_SETTING: 0 = UNSPECIFIED SETTING
 CR0529_STAMPING: F 151 1933
 CR0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0529
 CR0529  HISTORY     - Date     Condition        Report By
 CR0529  HISTORY     - 1933     MONUMENTED       CGS
 CR0529  HISTORY     - 1977     GOOD             USGS
 CR0529  HISTORY     - 20040605 GOOD             USPSQD
 CR0529
 CR0529                          STATION DESCRIPTION
 CR0529
 CR0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CR0529'1.5 MI W FROM ATHENS.
 CR0529'1.5 MILES WEST OF, ALONG ST.L.S.W.RY.  MILEPOST 585 PLUS 10 POLES, IN
 CR0529'CENTER OF SOUTH PIER OF HIGHWAY OVERPASS, 1.5 FEET ABOVE GROUND.
 CR0529'TABLET CEMENTED IN VERTICAL FACE OF CONCRETE, TABLET FACES TRACK.
 CR0529
 CR0529                          STATION RECOVERY (1977)
 CR0529
 CR0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0529'1.5 MI. WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 CR0529'STATION AT ATHENS, AT A HIGHWAY OVERPASS, IN THE CENTER OF THE FACE
 CR0529'OF THE PIER ON THE SOUTHWEST SIDE OF THE RAILWAY, DIRECTLY BELOW THE
 CR0529'C/L OF THE ROAD, 10 FT. SW OF THE C/L OF THE RAILWAY, 0.4 FT. ABOVE
 CR0529'THE GROUND, A STANDARD TABLET SET VERTICALLY IN THE INSIDE FACE OF
 CR0529'THE CONCRETE PIER AND STAMPED, 442.821 F 151 1933.
 CR0529
 CR0529                          STATION RECOVERY (2004)
 CR0529
 CR0529'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1996 ***********************************************************************
 BL1996  DESIGNATION -  F 1510
 BL1996  PID         -  BL1996
 BL1996  STATE/COUNTY-  TX/HARRIS
 BL1996  USGS QUAD   -  SPRING (1982)
 BL1996
 BL1996                         *CURRENT SURVEY CONTROL
 BL1996  ___________________________________________________________________
 BL1996* NAD 83(1986)-  30 01 24.     (N)    095 24 09.     (W)     SCALED    
 BL1996* NAVD 88     -        32.746  (meters)     107.43   (feet)  ADJUSTED  
 BL1996  ___________________________________________________________________
 BL1996  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL1996  DYNAMIC HT  -          32.702 (meters)     107.29  (feet)  COMP
 BL1996  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 BL1996
 BL1996  VERT ORDER  -  FIRST     CLASS II
 BL1996
 BL1996.The horizontal coordinates were scaled from a topographic map and have
 BL1996.an estimated accuracy of +/- 6 seconds.
 BL1996
 BL1996.The orthometric height was determined by differential leveling
 BL1996.and adjusted by the National Geodetic Survey in June 1991..
 BL1996
 BL1996.The geoid height was determined by GEOID03.
 BL1996
 BL1996.The dynamic height is computed by dividing the NAVD 88
 BL1996.geopotential number by the normal gravity value computed on the
 BL1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1996.degrees latitude (g = 980.6199 gals.).
 BL1996
 BL1996.The modeled gravity was interpolated from observed gravity values.
 BL1996
 BL1996;                    North         East    Units  Estimated Accuracy
 BL1996;SPC TXSC     - 4,248,050.      946,950.      MT  (+/- 180 meters Scaled)
 BL1996
 BL1996                          SUPERSEDED SURVEY CONTROL
 BL1996
 BL1996  NGVD 29 (12/23/87)   32.745  (m)          107.43   (f) ADJUSTED    1 2
 BL1996
 BL1996.Superseded values are not recommended for survey control.
 BL1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1996.See file dsdata.txt to determine how the superseded data were derived.
 BL1996
 BL1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP683238(NAD 83)
 BL1996_MARKER: I = METAL ROD
 BL1996_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1996_SP_SET: STAINLESS STEEL ROD
 BL1996_STAMPING: F 1510 1987
 BL1996_MARK LOGO: NGS   
 BL1996_PROJECTION: FLUSH
 BL1996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1996+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 BL1996_ROD/PIPE-DEPTH: 7.9  meters
 BL1996
 BL1996  HISTORY     - Date     Condition        Report By
 BL1996  HISTORY     - 1987     MONUMENTED       NGS
 BL1996  HISTORY     - 19950905 GOOD             USPSQD
 BL1996  HISTORY     - 20040927 GOOD             USPSQD
 BL1996
 BL1996                          STATION DESCRIPTION
 BL1996
 BL1996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL1996'6.3 KM (3.9 MI) SOUTH FROM SPRING.
 BL1996'6.3 KM (3.9 MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS
 BL1996'JUNCTION WITH SPRING SCHOOL ROAD IN SPRING, 17.1 M (56.1 FT) EAST OF
 BL1996'THE NEAR RAIL, 15.8 M (51.8 FT) NORTH OF THE CENTERLINE OF HUMBLE
 BL1996'WESTFIELD ROAD, 8.3 M (27.2 FT) EAST OF THE CENTERLINE OF EAST HARDY
 BL1996'STREET, AND 1.9 M (6.2 FT) NORTH OF A FENCE CORNER.  NOTE--ACCESS TO
 BL1996'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL1996'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 BL1996'THE MARK IS ABOVE LEVEL WITH HARDY STREET.
 BL1996
 BL1996                          STATION RECOVERY (1995)
 BL1996
 BL1996'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1996'RECOVERED IN GOOD CONDITION.
 BL1996
 BL1996                          STATION RECOVERY (2004)
 BL1996
 BL1996'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5632 ***********************************************************************
 AW5632  DESIGNATION -  F 1511
 AW5632  PID         -  AW5632
 AW5632  STATE/COUNTY-  TX/HARRIS
 AW5632  USGS QUAD   -  ALDINE (1995)
 AW5632
 AW5632                         *CURRENT SURVEY CONTROL
 AW5632  ___________________________________________________________________
 AW5632* NAD 83(1986)-  29 55 54.     (N)    095 24 43.     (W)     SCALED    
 AW5632* NAVD 88     -        27.683  (meters)      90.82   (feet)  ADJUSTED  
 AW5632  ___________________________________________________________________
 AW5632  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW5632  DYNAMIC HT  -          27.646 (meters)      90.70  (feet)  COMP
 AW5632  MODELED GRAV-     979,294.6   (mgal)                       NAVD 88
 AW5632
 AW5632  VERT ORDER  -  FIRST     CLASS II
 AW5632
 AW5632.The horizontal coordinates were scaled from a topographic map and have
 AW5632.an estimated accuracy of +/- 6 seconds.
 AW5632
 AW5632.The orthometric height was determined by differential leveling
 AW5632.and adjusted by the National Geodetic Survey in June 1991..
 AW5632
 AW5632.The geoid height was determined by GEOID03.
 AW5632
 AW5632.The dynamic height is computed by dividing the NAVD 88
 AW5632.geopotential number by the normal gravity value computed on the
 AW5632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5632.degrees latitude (g = 980.6199 gals.).
 AW5632
 AW5632.The modeled gravity was interpolated from observed gravity values.
 AW5632
 AW5632;                    North         East    Units  Estimated Accuracy
 AW5632;SPC TXSC     - 4,237,870.      946,350.      MT  (+/- 180 meters Scaled)
 AW5632
 AW5632                          SUPERSEDED SURVEY CONTROL
 AW5632
 AW5632  NGVD 29 (12/23/87)   27.680  (m)           90.81   (f) ADJUSTED    1 2
 AW5632
 AW5632.Superseded values are not recommended for survey control.
 AW5632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5632.See file dsdata.txt to determine how the superseded data were derived.
 AW5632
 AW5632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP671136(NAD 83)
 AW5632_MARKER: DB = BENCH MARK DISK
 AW5632_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW5632_SP_SET: PIER
 AW5632_STAMPING: F 1511 1987
 AW5632_MARK LOGO: NGS   
 AW5632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5632
 AW5632  HISTORY     - Date     Condition        Report By
 AW5632  HISTORY     - 1987     MONUMENTED       NGS
 AW5632  HISTORY     - 19960204 MARK NOT FOUND   NGS
 AW5632  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW5632
 AW5632                          STATION DESCRIPTION
 AW5632
 AW5632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5632'IN ALDINE.
 AW5632'IN ALDINE, AT THE INTERSECTION OF INTERSTATE HIGHWAY 45 AND
 AW5632'ALDINE-BENDER ROAD, SET VERTICALLY IN THE WEST FACE OF THE MOST
 AW5632'WESTERLY 1 OF 13 COLUMNS OF THE FIRST PIER SOUTH OF THE NORTH ABUTMENT
 AW5632'OF THE HIGHWAY OVERPASS OF THE ROAD, 7.2 M (23.6 FT) NORTH THE CENTER
 AW5632'OF THE WEST BOUND LANES OF THE ROAD, AND 7.0 M (23.0 FT) WEST OF THE
 AW5632'CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 AW5632'THE MARK IS 1.4 M ABOVE THE GROUND.
 AW5632
 AW5632                          STATION RECOVERY (1996)
 AW5632
 AW5632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5632'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 AW5632'DESTROYED.
 AW5632
 AW5632                          STATION RECOVERY (2004)
 AW5632
 AW5632'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW5632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5612 ***********************************************************************
 AW5612  DESIGNATION -  F 1512
 AW5612  PID         -  AW5612
 AW5612  STATE/COUNTY-  TX/HARRIS
 AW5612  USGS QUAD   -  HARMASTON (1982)
 AW5612
 AW5612                         *CURRENT SURVEY CONTROL
 AW5612  ___________________________________________________________________
 AW5612* NAD 83(1986)-  29 59 59.     (N)    095 13 52.     (W)     SCALED    
 AW5612* NAVD 88     -        22.222  (meters)      72.91   (feet)  ADJUSTED  
 AW5612  ___________________________________________________________________
 AW5612  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW5612  DYNAMIC HT  -          22.192 (meters)      72.81  (feet)  COMP
 AW5612  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 AW5612
 AW5612  VERT ORDER  -  FIRST     CLASS II
 AW5612
 AW5612.The horizontal coordinates were scaled from a topographic map and have
 AW5612.an estimated accuracy of +/- 6 seconds.
 AW5612
 AW5612.The orthometric height was determined by differential leveling
 AW5612.and adjusted by the National Geodetic Survey in June 1991..
 AW5612
 AW5612.The geoid height was determined by GEOID03.
 AW5612
 AW5612.The dynamic height is computed by dividing the NAVD 88
 AW5612.geopotential number by the normal gravity value computed on the
 AW5612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5612.degrees latitude (g = 980.6199 gals.).
 AW5612
 AW5612.The modeled gravity was interpolated from observed gravity values.
 AW5612
 AW5612;                    North         East    Units  Estimated Accuracy
 AW5612;SPC TXSC     - 4,245,960.      963,560.      MT  (+/- 180 meters Scaled)
 AW5612
 AW5612                          SUPERSEDED SURVEY CONTROL
 AW5612
 AW5612  NGVD 29 (12/23/87)   22.220  (m)           72.90   (f) ADJUSTED    1 2
 AW5612
 AW5612.Superseded values are not recommended for survey control.
 AW5612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5612.See file dsdata.txt to determine how the superseded data were derived.
 AW5612
 AW5612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP847208(NAD 83)
 AW5612_MARKER: I = METAL ROD
 AW5612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5612_SP_SET: STAINLESS STEEL ROD
 AW5612_STAMPING: F 1512 1987
 AW5612_MARK LOGO: NGS   
 AW5612_PROJECTION: FLUSH
 AW5612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5612+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 AW5612_ROD/PIPE-DEPTH: 11.0 meters
 AW5612
 AW5612  HISTORY     - Date     Condition        Report By
 AW5612  HISTORY     - 1987     MONUMENTED       NGS
 AW5612  HISTORY     - 19990916 GOOD             USPSQD
 AW5612  HISTORY     - 20010730 GOOD             NGS
 AW5612  HISTORY     - 20040316 GOOD             USPSQD
 AW5612
 AW5612                          STATION DESCRIPTION
 AW5612
 AW5612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5612'3.7 KM (2.3 MI) EAST FROM HUMBLE.
 AW5612'3.7 KM (2.3 MI) EASTERLY ALONG FARM ROAD 1960 BUSINESS AND FARM ROAD
 AW5612'1960 FROM ITS JUNCTION WITH U.S. HIGHWAY 59 IN HUMBLE, 24.2 M (79.4
 AW5612'FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE ROAD, 9.2 M
 AW5612'(30.2 FT) NORTH OF A UTILITY POLE, 6.0 M (19.7 FT) SOUTH OF THE CENTER
 AW5612'OF A DRIVEWAY LEADING WEST TO THE CONSIGNMENT CENTER INCORPORATED, AND
 AW5612'5.7 M (18.7 FT) WEST OF THE CENTERLINE OF MOONSHINE HILL LOOP.
 AW5612'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5612'THE MARK IS 0.7 METERS  E FROM  A WITNESS POST AND FENCE
 AW5612'THE MARK IS ABOVE LEVEL WITH THE LOOP.
 AW5612
 AW5612                          STATION RECOVERY (1999)
 AW5612
 AW5612'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5612'RECOVERED IN GOOD CONDITION.
 AW5612
 AW5612                          STATION RECOVERY (2001)
 AW5612
 AW5612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5612'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW5612
 AW5612                          STATION RECOVERY (2004)
 AW5612
 AW5612'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2011 ***********************************************************************
 BL2011  DESIGNATION -  F 1513
 BL2011  PID         -  BL2011
 BL2011  STATE/COUNTY-  TX/WALKER
 BL2011  USGS QUAD   -  PHELPS (1976)
 BL2011
 BL2011                         *CURRENT SURVEY CONTROL
 BL2011  ___________________________________________________________________
 BL2011* NAD 83(1986)-  30 42 26.     (N)    095 26 03.     (W)     SCALED    
 BL2011* NAVD 88     -       126.069  (meters)     413.61   (feet)  ADJUSTED  
 BL2011  ___________________________________________________________________
 BL2011  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BL2011  DYNAMIC HT  -         125.905 (meters)     413.07  (feet)  COMP
 BL2011  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 BL2011
 BL2011  VERT ORDER  -  FIRST     CLASS I
 BL2011
 BL2011.The horizontal coordinates were scaled from a topographic map and have
 BL2011.an estimated accuracy of +/- 6 seconds.
 BL2011
 BL2011.The orthometric height was determined by differential leveling
 BL2011.and adjusted by the National Geodetic Survey in June 1991..
 BL2011
 BL2011.The geoid height was determined by GEOID03.
 BL2011
 BL2011.The dynamic height is computed by dividing the NAVD 88
 BL2011.geopotential number by the normal gravity value computed on the
 BL2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2011.degrees latitude (g = 980.6199 gals.).
 BL2011
 BL2011.The modeled gravity was interpolated from observed gravity values.
 BL2011
 BL2011;                    North         East    Units  Estimated Accuracy
 BL2011;SPC TX C     - 3,125,680.    1,169,110.      MT  (+/- 180 meters Scaled)
 BL2011
 BL2011                          SUPERSEDED SURVEY CONTROL
 BL2011
 BL2011  NGVD 29 (12/23/87)  126.077  (m)          413.64   (f) ADJUSTED    1 1
 BL2011
 BL2011.Superseded values are not recommended for survey control.
 BL2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2011.See file dsdata.txt to determine how the superseded data were derived.
 BL2011
 BL2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP668996(NAD 83)
 BL2011_MARKER: DB = BENCH MARK DISK
 BL2011_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL2011_SP_SET: PIER
 BL2011_STAMPING: F 1513 1987
 BL2011_MARK LOGO: NGS   
 BL2011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2011
 BL2011  HISTORY     - Date     Condition        Report By
 BL2011  HISTORY     - 1987     MONUMENTED       NGS
 BL2011
 BL2011                          STATION DESCRIPTION
 BL2011
 BL2011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2011'1.6 KM (1.0 MI) NE FROM PHELPS.
 BL2011'1.6 KM (1.00 MI) NORTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 BL2011'FROM ITS JUNCTION WITH SPUR 2296 IN PHELPS, SET VERTICALLY IN THE
 BL2011'SOUTHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 4 COLUMNS OF THE 1ST
 BL2011'PIER EAST OF THE WEST ABUTMENT OF U.S. HIGHWAY 190 OVERPASS OF THE
 BL2011'TRACKS, AND 2.4 M (7.9 FT) NORTHWEST OF THE NEAR RAIL.
 BL2011'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2566 ***********************************************************************
 AX2566  DESIGNATION -  F 1515
 AX2566  PID         -  AX2566
 AX2566  STATE/COUNTY-  TX/WHARTON
 AX2566  USGS QUAD   -  LOUISE (1981)
 AX2566
 AX2566                         *CURRENT SURVEY CONTROL
 AX2566  ___________________________________________________________________
 AX2566* NAD 83(1986)-  29 06 36.     (N)    096 24 19.     (W)     SCALED    
 AX2566* NAVD 88     -        25.108  (meters)      82.38   (feet)  ADJUSTED  
 AX2566  ___________________________________________________________________
 AX2566  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX2566  DYNAMIC HT  -          25.072 (meters)      82.26  (feet)  COMP
 AX2566  MODELED GRAV-     979,226.7   (mgal)                       NAVD 88
 AX2566
 AX2566  VERT ORDER  -  FIRST     CLASS I
 AX2566
 AX2566.The horizontal coordinates were scaled from a topographic map and have
 AX2566.an estimated accuracy of +/- 6 seconds.
 AX2566
 AX2566.The orthometric height was determined by differential leveling
 AX2566.and adjusted by the National Geodetic Survey in June 1991..
 AX2566
 AX2566.The geoid height was determined by GEOID03.
 AX2566
 AX2566.The dynamic height is computed by dividing the NAVD 88
 AX2566.geopotential number by the normal gravity value computed on the
 AX2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2566.degrees latitude (g = 980.6199 gals.).
 AX2566
 AX2566.The modeled gravity was interpolated from observed gravity values.
 AX2566
 AX2566;                    North         East    Units  Estimated Accuracy
 AX2566;SPC TXSC     - 4,144,290.      852,510.      MT  (+/- 180 meters Scaled)
 AX2566
 AX2566                          SUPERSEDED SURVEY CONTROL
 AX2566
 AX2566  NGVD 29 (12/23/87)   25.115  (m)           82.40   (f) ADJUSTED    1 1
 AX2566
 AX2566.Superseded values are not recommended for survey control.
 AX2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2566.See file dsdata.txt to determine how the superseded data were derived.
 AX2566
 AX2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT525229(NAD 83)
 AX2566_MARKER: I = METAL ROD
 AX2566_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2566_SP_SET: STAINLESS STEEL ROD
 AX2566_STAMPING: F 1515 1987
 AX2566_MARK LOGO: NGS   
 AX2566_PROJECTION: FLUSH
 AX2566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2566_ROD/PIPE-DEPTH: 6.1  meters
 AX2566
 AX2566  HISTORY     - Date     Condition        Report By
 AX2566  HISTORY     - 1987     MONUMENTED       NGS
 AX2566  HISTORY     - 1990     GOOD             USPSQD
 AX2566  HISTORY     - 19980725 GOOD             USPSQD
 AX2566
 AX2566                          STATION DESCRIPTION
 AX2566
 AX2566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2566'0.2 KM (0.1 MI) SW FROM LOUISE.
 AX2566'0.2 KM (0.1 MI) SOUTHWEST ALONG HIGHWAY LOOP 523 FROM THE JUNCTION OF
 AX2566'FM ROAD 1160 IN LOUISE, 43.6 METERS (143 FT) SOUTHEAST OF THE
 AX2566'CENTERLINE OF HIGHWAY LOOP 523, 27.4 METERS (90.0 FT) NORTHEAST OF THE
 AX2566'CENTERLINE OF COLORADO STREET, 8.2 METERS (27.0 FT) NORTHWEST OF THE
 AX2566'CENTER OF A GRAVEL STREET, 13.1 METERS (43.0 FT) SOUTHEAST OF THE
 AX2566'SOUTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 2.6 METERS (8.5 FT)
 AX2566'SOUTHWEST OF RAILROAD MILE POST 49.  NOTE--ACCESS TO DATUM POINT IS
 AX2566'HAD THROUGH A 5-INCH LOGO CAP.
 AX2566'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AX2566'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 AX2566
 AX2566                          STATION RECOVERY (1990)
 AX2566
 AX2566'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX2566'RECOVERED IN GOOD CONDITION.
 AX2566
 AX2566                          STATION RECOVERY (1998)
 AX2566
 AX2566'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3139 ***********************************************************************
 AA3139  DESIGNATION -  F 1516
 AA3139  PID         -  AA3139
 AA3139  STATE/COUNTY-  TX/TARRANT
 AA3139  USGS QUAD   -  EULESS (1981)
 AA3139
 AA3139                         *CURRENT SURVEY CONTROL
 AA3139  ___________________________________________________________________
 AA3139* NAD 83(1986)-  32 47 36.     (N)    097 03 28.     (W)     SCALED    
 AA3139* NAVD 88     -       161.323  (meters)     529.27   (feet)  ADJUSTED  
 AA3139  ___________________________________________________________________
 AA3139  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AA3139  DYNAMIC HT  -         161.137 (meters)     528.66  (feet)  COMP
 AA3139  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 AA3139
 AA3139  VERT ORDER  -  FIRST     CLASS II
 AA3139
 AA3139.The horizontal coordinates were scaled from a topographic map and have
 AA3139.an estimated accuracy of +/- 6 seconds.
 AA3139
 AA3139.The orthometric height was determined by differential leveling
 AA3139.and adjusted by the National Geodetic Survey in April 2001..
 AA3139
 AA3139.The geoid height was determined by GEOID03.
 AA3139
 AA3139.The dynamic height is computed by dividing the NAVD 88
 AA3139.geopotential number by the normal gravity value computed on the
 AA3139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3139.degrees latitude (g = 980.6199 gals.).
 AA3139
 AA3139.The modeled gravity was interpolated from observed gravity values.
 AA3139
 AA3139;                    North         East    Units  Estimated Accuracy
 AA3139;SPC TXNC     - 2,125,860.      735,070.      MT  (+/- 180 meters Scaled)
 AA3139
 AA3139                          SUPERSEDED SURVEY CONTROL
 AA3139
 AA3139.No superseded survey control is available for this station.
 AA3139
 AA3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB818300(NAD 83)
 AA3139_MARKER: DV = VERTICAL CONTROL DISK
 AA3139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3139_SP_SET: OVERPASS ABUTMENT
 AA3139_STAMPING: F 1516 1994
 AA3139_MARK LOGO: NGS   
 AA3139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3139+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1996
 AA3139
 AA3139  HISTORY     - Date     Condition        Report By
 AA3139  HISTORY     - 1994     MONUMENTED       NGS
 AA3139  HISTORY     - 19961008 GOOD             NGS
 AA3139  HISTORY     - 19970531 GOOD             USPSQD
 AA3139
 AA3139                          STATION DESCRIPTION
 AA3139
 AA3139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3139'IN GRAND PRAIRIE, AT THE INTERSECTION OF STATE HIGHWAY 360 AND
 AA3139'POST-PADDOCK ROAD, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF THE SOUTH END
 AA3139'OF THE WEST CONCRETE ABUTMENT OF THE ROAD OVERPASS OF THE HIGHWAY,
 AA3139'16.8 M (55.1 FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE
 AA3139'HIGHWAY, 5.7 M (18.7 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AA3139'LANES OF THE ROAD, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.
 AA3139
 AA3139                          STATION RECOVERY (1996)
 AA3139
 AA3139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA3139'IN GRAND PRAIRIE, AT THE INTERSECTION OF STATE HIGHWAY 360 AND
 AA3139'POST-PADDOCK ROAD, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF THE SOUTH END
 AA3139'OF THE WEST CONCRETE ABUTMENT OF THE ROAD OVERPASS OF THE HIGHWAY,
 AA3139'16.8 M (55.1 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AA3139'HIGHWAY, 5.7 M (18.7 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AA3139'LANES OF THE ROAD, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.
 AA3139
 AA3139                          STATION RECOVERY (1997)
 AA3139
 AA3139'RECOVERY NOTE BY US POWER SQUADRON 1997
 AA3139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0744 ***********************************************************************
 CE0744  DESIGNATION -  F 1517
 CE0744  PID         -  CE0744
 CE0744  STATE/COUNTY-  TX/EL PASO
 CE0744  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0744
 CE0744                         *CURRENT SURVEY CONTROL
 CE0744  ___________________________________________________________________
 CE0744* NAD 83(1986)-  31 49 27.     (N)    106 08 13.     (W)     SCALED    
 CE0744* NAVD 88     -      1241.835  (meters)    4074.25   (feet)  ADJUSTED  
 CE0744  ___________________________________________________________________
 CE0744  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CE0744  DYNAMIC HT  -        1239.955 (meters)    4068.09  (feet)  COMP
 CE0744  MODELED GRAV-     979,082.6   (mgal)                       NAVD 88
 CE0744
 CE0744  VERT ORDER  -  FIRST     CLASS I
 CE0744
 CE0744.The horizontal coordinates were scaled from a topographic map and have
 CE0744.an estimated accuracy of +/- 6 seconds.
 CE0744
 CE0744.The orthometric height was determined by differential leveling
 CE0744.and adjusted by the National Geodetic Survey in November 1996..
 CE0744
 CE0744.The geoid height was determined by GEOID03.
 CE0744
 CE0744.The dynamic height is computed by dividing the NAVD 88
 CE0744.geopotential number by the normal gravity value computed on the
 CE0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0744.degrees latitude (g = 980.6199 gals.).
 CE0744
 CE0744.The modeled gravity was interpolated from observed gravity values.
 CE0744
 CE0744;                    North         East    Units  Estimated Accuracy
 CE0744;SPC TX C     - 3,253,510.      150,810.      MT  (+/- 180 meters Scaled)
 CE0744
 CE0744                          SUPERSEDED SURVEY CONTROL
 CE0744
 CE0744.No superseded survey control is available for this station.
 CE0744
 CE0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR924215(NAD 83)
 CE0744_MARKER: I = METAL ROD
 CE0744_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0744_SP_SET: STAINLESS STEEL ROD
 CE0744_STAMPING: F 1517 1992
 CE0744_MARK LOGO: NGS   
 CE0744_PROJECTION: RECESSED 5 CENTIMETERS
 CE0744_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0744+STABILITY: POSITION/ELEVATION WELL
 CE0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0744+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CE0744_ROD/PIPE-DEPTH: 9.7  meters
 CE0744
 CE0744  HISTORY     - Date     Condition        Report By
 CE0744  HISTORY     - 1992     MONUMENTED       NGS
 CE0744
 CE0744                          STATION DESCRIPTION
 CE0744
 CE0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CE0744'27.7 KM (17.20 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0744'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 43.8 M (143.7 FT) WEST
 CE0744'OF THE CENTER OF A DIRT ROAD, 22.6 M (74.1 FT) NORTH OF THE HIGHWAY
 CE0744'CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M
 CE0744'(2.3 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE
 CE0744'ENCLOSING GRACIAS BODY SHOP AT 15599 MONTANA AVENUE, AND 0.4 M
 CE0744'(1.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 CE0744'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8446 ***********************************************************************
 AC8446  DESIGNATION -  F 1518
 AC8446  PID         -  AC8446
 AC8446  STATE/COUNTY-  TX/NUECES
 AC8446  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8446
 AC8446                         *CURRENT SURVEY CONTROL
 AC8446  ___________________________________________________________________
 AC8446* NAD 83(1986)-  27 43 20.     (N)    097 08 36.     (W)     SCALED    
 AC8446* NAVD 88     -         1.375  (meters)       4.51   (feet)  ADJUSTED  
 AC8446  ___________________________________________________________________
 AC8446  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AC8446  DYNAMIC HT  -           1.373 (meters)       4.50  (feet)  COMP
 AC8446  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 AC8446
 AC8446  VERT ORDER  -  FIRST     CLASS II
 AC8446
 AC8446.The horizontal coordinates were scaled from a topographic map and have
 AC8446.an estimated accuracy of +/- 6 seconds.
 AC8446
 AC8446.The orthometric height was determined by differential leveling
 AC8446.and adjusted by the National Geodetic Survey in December 1997..
 AC8446
 AC8446.The geoid height was determined by GEOID03.
 AC8446
 AC8446.The dynamic height is computed by dividing the NAVD 88
 AC8446.geopotential number by the normal gravity value computed on the
 AC8446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8446.degrees latitude (g = 980.6199 gals.).
 AC8446
 AC8446.The modeled gravity was interpolated from observed gravity values.
 AC8446
 AC8446;                    North         East    Units  Estimated Accuracy
 AC8446;SPC TX S     - 5,228,460.      433,780.      MT  (+/- 180 meters Scaled)
 AC8446
 AC8446                          SUPERSEDED SURVEY CONTROL
 AC8446
 AC8446.No superseded survey control is available for this station.
 AC8446
 AC8446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR830678(NAD 83)
 AC8446_MARKER: I = METAL ROD
 AC8446_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8446_STAMPING: F 1518 1996
 AC8446_MARK LOGO: NGS   
 AC8446_PROJECTION: FLUSH
 AC8446_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8446+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8446_ROD/PIPE-DEPTH: 15.6 meters
 AC8446_SLEEVE-DEPTH  : 0.9 meters
 AC8446
 AC8446  HISTORY     - Date     Condition        Report By
 AC8446  HISTORY     - 1996     MONUMENTED       NGS
 AC8446  HISTORY     - 20050820 GOOD             USPSQD
 AC8446
 AC8446                          STATION DESCRIPTION
 AC8446
 AC8446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8446'14.2 KM (8.80 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AC8446'FROM THE POST OFFICE IN PORT ARANSAS, 16.7 M (54.8 FT) EAST OF THE
 AC8446'HIGHWAY CENTER, 12.7 M (41.7 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 AC8446'LEADING TO HOUSE NUMBER 7345, 7.8 M (25.6 FT) SOUTH OF UTILITY POLE
 AC8446'NUMBER B 6033, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0
 AC8446'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 AC8446'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC8446'SPECIFICATIONS FOR A CLASS A MARK.
 AC8446
 AC8446                          STATION RECOVERY (2005)
 AC8446
 AC8446'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8397 ***********************************************************************
 AC8397  DESIGNATION -  F 1519
 AC8397  PID         -  AC8397
 AC8397  STATE/COUNTY-  TX/SAN PATRICIO
 AC8397  USGS QUAD   -  GREGORY (1975)
 AC8397
 AC8397                         *CURRENT SURVEY CONTROL
 AC8397  ___________________________________________________________________
 AC8397* NAD 83(1986)-  27 55 21.     (N)    097 17 25.     (W)     SCALED    
 AC8397* NAVD 88     -         9.884  (meters)      32.43   (feet)  ADJUSTED  
 AC8397  ___________________________________________________________________
 AC8397  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AC8397  DYNAMIC HT  -           9.869 (meters)      32.38  (feet)  COMP
 AC8397  MODELED GRAV-     979,137.6   (mgal)                       NAVD 88
 AC8397
 AC8397  VERT ORDER  -  FIRST     CLASS II
 AC8397
 AC8397.The horizontal coordinates were scaled from a topographic map and have
 AC8397.an estimated accuracy of +/- 6 seconds.
 AC8397
 AC8397.The orthometric height was determined by differential leveling
 AC8397.and adjusted by the National Geodetic Survey in December 1997..
 AC8397
 AC8397.The geoid height was determined by GEOID03.
 AC8397
 AC8397.The dynamic height is computed by dividing the NAVD 88
 AC8397.geopotential number by the normal gravity value computed on the
 AC8397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8397.degrees latitude (g = 980.6199 gals.).
 AC8397
 AC8397.The modeled gravity was interpolated from observed gravity values.
 AC8397
 AC8397;                    North         East    Units  Estimated Accuracy
 AC8397;SPC TX S     - 5,250,510.      419,080.      MT  (+/- 180 meters Scaled)
 AC8397
 AC8397                          SUPERSEDED SURVEY CONTROL
 AC8397
 AC8397.No superseded survey control is available for this station.
 AC8397
 AC8397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR682897(NAD 83)
 AC8397_MARKER: I = METAL ROD
 AC8397_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8397_STAMPING: F 1519 1997
 AC8397_MARK LOGO: NGS   
 AC8397_PROJECTION: FLUSH
 AC8397_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8397+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8397_ROD/PIPE-DEPTH: 6.9  meters
 AC8397_SLEEVE-DEPTH  : 0.9 meters
 AC8397
 AC8397  HISTORY     - Date     Condition        Report By
 AC8397  HISTORY     - 1997     MONUMENTED       NGS
 AC8397
 AC8397                          STATION DESCRIPTION
 AC8397
 AC8397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8397'IN GREGORY, AT THE INTERSECTION OF FARM ROAD 3284 AND STATE HIGHWAY
 AC8397'361, 15.5 M (50.9 FT) SOUTHEAST OF THE ROAD CENTER, 12.9 M (42.3 FT)
 AC8397'SOUTHWEST OF THE HIGHWAY CENTER, 7.7 M (25.3 FT) NORTHEAST OF THE NEAR
 AC8397'RAIL OF THE SOUTHERN PACIFIC RAILROAD, 2.9 M (9.5 FT) WEST OF THE
 AC8397'CENTER OF A MANHOLE COVER, 2.1 M (6.9 FT) SOUTHEAST OF A SIGNAL LIGHT
 AC8397'ANCHOR POLE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC8397'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC8397'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0786 ***********************************************************************
 CS0786  DESIGNATION -  F 152
 CS0786  PID         -  CS0786
 CS0786  STATE/COUNTY-  TX/ELLIS
 CS0786  USGS QUAD   -  BRISTOL (1962)
 CS0786
 CS0786                         *CURRENT SURVEY CONTROL
 CS0786  ___________________________________________________________________
 CS0786* NAD 83(1986)-  32 25 10.     (N)    096 30 28.     (W)     SCALED    
 CS0786* NAVD 88     -       101.145  (meters)     331.84   (feet)  ADJUSTED  
 CS0786  ___________________________________________________________________
 CS0786  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CS0786  DYNAMIC HT  -         101.029 (meters)     331.46  (feet)  COMP
 CS0786  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 CS0786
 CS0786  VERT ORDER  -  SECOND    CLASS 0
 CS0786
 CS0786.The horizontal coordinates were scaled from a topographic map and have
 CS0786.an estimated accuracy of +/- 6 seconds.
 CS0786
 CS0786.The orthometric height was determined by differential leveling
 CS0786.and adjusted by the National Geodetic Survey in June 1991..
 CS0786.WARNING-Repeat measurements at this control monument indicate possible
 CS0786.vertical movement.
 CS0786
 CS0786.The geoid height was determined by GEOID03.
 CS0786
 CS0786.The dynamic height is computed by dividing the NAVD 88
 CS0786.geopotential number by the normal gravity value computed on the
 CS0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0786.degrees latitude (g = 980.6199 gals.).
 CS0786
 CS0786.The modeled gravity was interpolated from observed gravity values.
 CS0786
 CS0786;                    North         East    Units  Estimated Accuracy
 CS0786;SPC TXNC     - 2,085,250.      787,370.      MT  (+/- 180 meters Scaled)
 CS0786
 CS0786                          SUPERSEDED SURVEY CONTROL
 CS0786
 CS0786  NGVD 29 (??/??/92)  101.156  (m)          331.88   (f) ADJ UNCH    2 0
 CS0786
 CS0786.Superseded values are not recommended for survey control.
 CS0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0786.See file dsdata.txt to determine how the superseded data were derived.
 CS0786
 CS0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA343896(NAD 83)
 CS0786_MARKER: DB = BENCH MARK DISK
 CS0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0786_STAMPING: 331.656 F 152 1933
 CS0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0786+STABILITY: SURFACE MOTION
 CS0786
 CS0786  HISTORY     - Date     Condition        Report By
 CS0786  HISTORY     - 1933     MONUMENTED       CGS
 CS0786  HISTORY     - 1946     GOOD             NGS
 CS0786
 CS0786                          STATION DESCRIPTION
 CS0786
 CS0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0786'2.2 MI NE FROM ALSDORF.
 CS0786'ABOUT 0.1 MILES SOUTH, THENCE 2.1 MILES NORTHEAST FROM THE ALSDORF
 CS0786'SCHOOL BUILDING, AT ALSDORF, ALONG AN UNIMPROVED ROAD.  AT THE EAST
 CS0786'END OF AN ABANDONED RAILROAD TRESTLE, 30 FEET SOUTH OF THE SOUTHEAST
 CS0786'PILEING, 15 FEET SOUTH OF THE CENTER LINE OF THE RAILROAD GRADE, 1
 CS0786'FOOT SOUTH OF A 4 X 4 MARKER POST AND IN LINE WITH A ROW OF POLES.  A
 CS0786'BRONZE DISC ERRONEOUSLY STAMPED 331.656 F 152 1933 AND SET IN THE TOP
 CS0786'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8496 ***********************************************************************
 AC8496  DESIGNATION -  F 1520
 AC8496  PID         -  AC8496
 AC8496  STATE/COUNTY-  TX/NUECES
 AC8496  USGS QUAD   -  OSO CREEK NW (1975)
 AC8496
 AC8496                         *CURRENT SURVEY CONTROL
 AC8496  ___________________________________________________________________
 AC8496* NAD 83(1986)-  27 43 17.     (N)    097 23 54.     (W)     SCALED    
 AC8496* NAVD 88     -        14.671  (meters)      48.13   (feet)  ADJUSTED  
 AC8496  ___________________________________________________________________
 AC8496  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AC8496  DYNAMIC HT  -          14.648 (meters)      48.06  (feet)  COMP
 AC8496  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 AC8496
 AC8496  VERT ORDER  -  FIRST     CLASS II
 AC8496
 AC8496.The horizontal coordinates were scaled from a topographic map and have
 AC8496.an estimated accuracy of +/- 6 seconds.
 AC8496
 AC8496.The orthometric height was determined by differential leveling
 AC8496.and adjusted by the National Geodetic Survey in December 1997..
 AC8496
 AC8496.The geoid height was determined by GEOID03.
 AC8496
 AC8496.The dynamic height is computed by dividing the NAVD 88
 AC8496.geopotential number by the normal gravity value computed on the
 AC8496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8496.degrees latitude (g = 980.6199 gals.).
 AC8496
 AC8496.The modeled gravity was interpolated from observed gravity values.
 AC8496
 AC8496;                    North         East    Units  Estimated Accuracy
 AC8496;SPC TX S     - 5,228,130.      408,640.      MT  (+/- 180 meters Scaled)
 AC8496
 AC8496                          SUPERSEDED SURVEY CONTROL
 AC8496
 AC8496.No superseded survey control is available for this station.
 AC8496
 AC8496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR578673(NAD 83)
 AC8496_MARKER: DD = SURVEY DISK
 AC8496_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8496_SP_SET: OVERPASS ABUTMENT
 AC8496_STAMPING: F 1520 48.854
 AC8496_MARK LOGO: TXHD  
 AC8496_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8496+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8496
 AC8496  HISTORY     - Date     Condition        Report By
 AC8496  HISTORY     - UNK      MONUMENTED       TXHD
 AC8496  HISTORY     - 19970209 GOOD             NGS
 AC8496
 AC8496                          STATION DESCRIPTION
 AC8496
 AC8496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8496'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 358 AND WEBER
 AC8496'ROAD, IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHEAST END OF
 AC8496'THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE ROAD,
 AC8496'34.1 M (111.9 FT) SOUTHEAST OF THE ROAD CENTER, AND 8.5 M (27.9 FT)
 AC8496'NORTHEAST OF AND LEVEL WITH THE CENTER OF THE WESTBOUND LANES OF THE
 AC8496'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0530 ***********************************************************************
 DM0530  DESIGNATION -  F 154
 DM0530  PID         -  DM0530
 DM0530  STATE/COUNTY-  TX/DELTA
 DM0530  USGS QUAD   -  COOPER NORTH (1964)
 DM0530
 DM0530                         *CURRENT SURVEY CONTROL
 DM0530  ___________________________________________________________________
 DM0530* NAD 83(1986)-  33 25 57.     (N)    095 39 25.     (W)     SCALED    
 DM0530* NAVD 88     -       149.575  (meters)     490.73   (feet)  ADJUSTED  
 DM0530  ___________________________________________________________________
 DM0530  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DM0530  DYNAMIC HT  -         149.417 (meters)     490.21  (feet)  COMP
 DM0530  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 DM0530
 DM0530  VERT ORDER  -  SECOND    CLASS 0
 DM0530
 DM0530.The horizontal coordinates were scaled from a topographic map and have
 DM0530.an estimated accuracy of +/- 6 seconds.
 DM0530
 DM0530.The orthometric height was determined by differential leveling
 DM0530.and adjusted by the National Geodetic Survey in June 1991..
 DM0530
 DM0530.The geoid height was determined by GEOID03.
 DM0530
 DM0530.The dynamic height is computed by dividing the NAVD 88
 DM0530.geopotential number by the normal gravity value computed on the
 DM0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0530.degrees latitude (g = 980.6199 gals.).
 DM0530
 DM0530.The modeled gravity was interpolated from observed gravity values.
 DM0530
 DM0530;                    North         East    Units  Estimated Accuracy
 DM0530;SPC TXNC     - 2,199,390.      864,330.      MT  (+/- 180 meters Scaled)
 DM0530
 DM0530                          SUPERSEDED SURVEY CONTROL
 DM0530
 DM0530  NGVD 29 (??/??/92)  149.558  (m)          490.67   (f) ADJ UNCH    2 0
 DM0530
 DM0530.Superseded values are not recommended for survey control.
 DM0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0530.See file dsdata.txt to determine how the superseded data were derived.
 DM0530
 DM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT529023(NAD 83)
 DM0530_MARKER: DB = BENCH MARK DISK
 DM0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0530_STAMPING: F 154 1933
 DM0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0530+STABILITY: SURFACE MOTION
 DM0530
 DM0530  HISTORY     - Date     Condition        Report By
 DM0530  HISTORY     - 1933     MONUMENTED       CGS
 DM0530  HISTORY     - 1935     GOOD             NGS
 DM0530  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 DM0530
 DM0530                          STATION DESCRIPTION
 DM0530
 DM0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0530'5.0 MI N FROM COOPER.
 DM0530'5.0 MILES NORTH OF, ALONG TEXAS AND NEW ORLEANS R.R.  AT ENLOE R.R.
 DM0530'STATION, 8 FEET SOUTH OF SOUTHEAST CORNER OF.  30 FEET SOUTH OF MILE
 DM0530'POST 107.  150 FEET SOUTH OF LEXIE STREET CENTER LINE.  IN RAILROAD
 DM0530'RIGHT-OF-WAY, 29 FEET WEST OF R.R. TRACK C.L.  TABLET SET IN TOP OF
 DM0530'CONCRETE POST 3 FEET SOUTH OF TELEGRAPH POLE.
 DM0530
 DM0530                          STATION RECOVERY (1935)
 DM0530
 DM0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0530'RECOVERED IN GOOD CONDITION.
 DM0530
 DM0530                          STATION RECOVERY (1995)
 DM0530
 DM0530'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0402 ***********************************************************************
 DM0402  DESIGNATION -  F 155
 DM0402  PID         -  DM0402
 DM0402  STATE/COUNTY-  TX/LAMAR
 DM0402  USGS QUAD   -  PATTONVILLE (1964)
 DM0402
 DM0402                         *CURRENT SURVEY CONTROL
 DM0402  ___________________________________________________________________
 DM0402* NAD 83(1986)-  33 34 36.     (N)    095 23 35.     (W)     SCALED    
 DM0402* NAVD 88     -       151.840  (meters)     498.16   (feet)  ADJUSTED  
 DM0402  ___________________________________________________________________
 DM0402  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0402  DYNAMIC HT  -         151.682 (meters)     497.64  (feet)  COMP
 DM0402  MODELED GRAV-     979,589.4   (mgal)                       NAVD 88
 DM0402
 DM0402  VERT ORDER  -  SECOND    CLASS 0
 DM0402
 DM0402.The horizontal coordinates were scaled from a topographic map and have
 DM0402.an estimated accuracy of +/- 6 seconds.
 DM0402
 DM0402.The orthometric height was determined by differential leveling
 DM0402.and adjusted by the National Geodetic Survey in June 1991..
 DM0402
 DM0402.The geoid height was determined by GEOID03.
 DM0402
 DM0402.The dynamic height is computed by dividing the NAVD 88
 DM0402.geopotential number by the normal gravity value computed on the
 DM0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0402.degrees latitude (g = 980.6199 gals.).
 DM0402
 DM0402.The modeled gravity was interpolated from observed gravity values.
 DM0402
 DM0402;                    North         East    Units  Estimated Accuracy
 DM0402;SPC TXNC     - 2,216,070.      888,380.      MT  (+/- 180 meters Scaled)
 DM0402
 DM0402                          SUPERSEDED SURVEY CONTROL
 DM0402
 DM0402  NGVD 29 (??/??/92)  151.832  (m)          498.14   (f) ADJ UNCH    2 0
 DM0402
 DM0402.Superseded values are not recommended for survey control.
 DM0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0402.See file dsdata.txt to determine how the superseded data were derived.
 DM0402
 DM0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT778177(NAD 83)
 DM0402_MARKER: DB = BENCH MARK DISK
 DM0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0402_STAMPING: F 155 1933
 DM0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0402+STABILITY: SURFACE MOTION
 DM0402
 DM0402  HISTORY     - Date     Condition        Report By
 DM0402  HISTORY     - 1933     MONUMENTED       CGS
 DM0402  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0402  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM0402
 DM0402                          STATION DESCRIPTION
 DM0402
 DM0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0402'6.0 MI W FROM DEPORT.
 DM0402'6.0 MILES WEST OF, ALONG PARIS MT. PLEASANT RY.  IN TOWN OF
 DM0402'PATTONVILLE.  IN PUBLIC SCHOOL GROUNDS.  5 FEET EAST OF EAST WALL OF
 DM0402'BUILDING.  56 FEET SOUTH OF NORTH END OF BUILDING.  TABLET SET IN TOP
 DM0402'OF CONCRETE POST.  NOTE-- CEMENT WALK HAS BEEN LAID OVER LOCATION OF
 DM0402'THIS MARK.  A NEW SCHOOL WAS CONSTRUCTED IN 1934.
 DM0402
 DM0402                          STATION RECOVERY (1964)
 DM0402
 DM0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0402'MARK NOT FOUND.
 DM0402
 DM0402                          STATION RECOVERY (1995)
 DM0402
 DM0402'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0260 ***********************************************************************
 DM0260  DESIGNATION -  F 156
 DM0260  PID         -  DM0260
 DM0260  STATE/COUNTY-  TX/TITUS
 DM0260  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM0260
 DM0260                         *CURRENT SURVEY CONTROL
 DM0260  ___________________________________________________________________
 DM0260* NAD 83(1986)-  33 11 40.     (N)    094 58 09.     (W)     SCALED    
 DM0260* NAVD 88     -       123.825  (meters)     406.25   (feet)  ADJUSTED  
 DM0260  ___________________________________________________________________
 DM0260  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DM0260  DYNAMIC HT  -         123.690 (meters)     405.81  (feet)  COMP
 DM0260  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 DM0260
 DM0260  VERT ORDER  -  SECOND    CLASS 0
 DM0260
 DM0260.The horizontal coordinates were scaled from a topographic map and have
 DM0260.an estimated accuracy of +/- 6 seconds.
 DM0260
 DM0260.The orthometric height was determined by differential leveling
 DM0260.and adjusted by the National Geodetic Survey in June 1991..
 DM0260
 DM0260.The geoid height was determined by GEOID03.
 DM0260
 DM0260.The dynamic height is computed by dividing the NAVD 88
 DM0260.geopotential number by the normal gravity value computed on the
 DM0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0260.degrees latitude (g = 980.6199 gals.).
 DM0260
 DM0260.The modeled gravity was interpolated from observed gravity values.
 DM0260
 DM0260;                    North         East    Units  Estimated Accuracy
 DM0260;SPC TXNC     - 2,174,950.      929,140.      MT  (+/- 180 meters Scaled)
 DM0260
 DM0260                          SUPERSEDED SURVEY CONTROL
 DM0260
 DM0260  NGVD 29 (??/??/92)  123.831  (m)          406.27   (f) ADJ UNCH    2 0
 DM0260
 DM0260.Superseded values are not recommended for survey control.
 DM0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0260.See file dsdata.txt to determine how the superseded data were derived.
 DM0260
 DM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS164745(NAD 83)
 DM0260_MARKER: DB = BENCH MARK DISK
 DM0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0260_STAMPING: F 156 1933
 DM0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0260+STABILITY: SURFACE MOTION
 DM0260
 DM0260  HISTORY     - Date     Condition        Report By
 DM0260  HISTORY     - 1933     MONUMENTED       CGS
 DM0260  HISTORY     - 1950     GOOD             NGS
 DM0260
 DM0260                          STATION DESCRIPTION
 DM0260
 DM0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0260'2.3 MI NW FROM MT PLEASANT.
 DM0260'2.3 MILES NORTHWEST OF, ALONG PARIS MT PLEASANT RY.  4 FEET WEST OF
 DM0260'27TH POST EAST OF MILEPOST 48.  49 FEET EAST OF DIRT ROAD CROSSING
 DM0260'TRACK 0.5 MILES NORTH OF STATE HIGHWAY NO. 49.  IN RR RIGHT-OF-WAY, 9
 DM0260'FEET NORTH OF FENCE.  39 FEET SOUTH OF TRACK C.L.  TABLET SET IN TOP
 DM0260'OF CONCRETE POST.
 DM0260
 DM0260                          STATION RECOVERY (1950)
 DM0260
 DM0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DM0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0309 ***********************************************************************
 DM0309  DESIGNATION -  F 157
 DM0309  PID         -  DM0309
 DM0309  STATE/COUNTY-  TX/MORRIS
 DM0309  USGS QUAD   -  NAPLES (1980)
 DM0309
 DM0309                         *CURRENT SURVEY CONTROL
 DM0309  ___________________________________________________________________
 DM0309* NAD 83(1986)-  33 13 16.     (N)    094 39 09.     (W)     SCALED    
 DM0309* NAVD 88     -        95.733  (meters)     314.08   (feet)  ADJUSTED  
 DM0309  ___________________________________________________________________
 DM0309  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DM0309  DYNAMIC HT  -          95.629 (meters)     313.74  (feet)  COMP
 DM0309  MODELED GRAV-     979,550.6   (mgal)                       NAVD 88
 DM0309
 DM0309  VERT ORDER  -  SECOND    CLASS 0
 DM0309
 DM0309.The horizontal coordinates were scaled from a topographic map and have
 DM0309.an estimated accuracy of +/- 6 seconds.
 DM0309
 DM0309.The orthometric height was determined by differential leveling
 DM0309.and adjusted by the National Geodetic Survey in June 1991..
 DM0309
 DM0309.The geoid height was determined by GEOID03.
 DM0309
 DM0309.The dynamic height is computed by dividing the NAVD 88
 DM0309.geopotential number by the normal gravity value computed on the
 DM0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0309.degrees latitude (g = 980.6199 gals.).
 DM0309
 DM0309.The modeled gravity was interpolated from observed gravity values.
 DM0309
 DM0309;                    North         East    Units  Estimated Accuracy
 DM0309;SPC TXNC     - 2,178,940.      958,540.      MT  (+/- 180 meters Scaled)
 DM0309
 DM0309                          SUPERSEDED SURVEY CONTROL
 DM0309
 DM0309  NGVD 29 (??/??/92)   95.741  (m)          314.11   (f) ADJ UNCH    2 0
 DM0309
 DM0309.Superseded values are not recommended for survey control.
 DM0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0309.See file dsdata.txt to determine how the superseded data were derived.
 DM0309
 DM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS460770(NAD 83)
 DM0309_MARKER: DB = BENCH MARK DISK
 DM0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0309_SP_SET: ABUTMENT
 DM0309_STAMPING: F 157 1933
 DM0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0309
 DM0309  HISTORY     - Date     Condition        Report By
 DM0309  HISTORY     - 1933     MONUMENTED       CGS
 DM0309  HISTORY     - 1935     MARK NOT FOUND   NGS
 DM0309
 DM0309                          STATION DESCRIPTION
 DM0309
 DM0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0309'2.3 MI E FROM NAPLES.
 DM0309'2.3 MILES EAST OF, ALONG ST.LOUIS SOUTHWESTERN RY., CO., OF TEXAS.
 DM0309'BETWEEN 15TH AND 16TH TELEGRAPH POSTS WEST OF MILEPOST 459.  AT EAST
 DM0309'END OF STEEL BRIDGE 119.  37 YARDS WEST OF PRIVATE DIRT ROAD CROSSING
 DM0309'TRACK.  8 FEET NORTH OF TRACK C.L.  TABLET CEMENTED IN TOP OF CONCRETE
 DM0309'ABUTMENT.
 DM0309
 DM0309                          STATION RECOVERY (1935)
 DM0309
 DM0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0211 ***********************************************************************
 DM0211  DESIGNATION -  F 158
 DM0211  PID         -  DM0211
 DM0211  STATE/COUNTY-  TX/BOWIE
 DM0211  USGS QUAD   -  DOMINO (1975)
 DM0211
 DM0211                         *CURRENT SURVEY CONTROL
 DM0211  ___________________________________________________________________
 DM0211* NAD 83(1986)-  33 17 01.     (N)    094 04 57.     (W)     SCALED    
 DM0211* NAVD 88     -        68.836  (meters)     225.84   (feet)  ADJUSTED  
 DM0211  ___________________________________________________________________
 DM0211  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DM0211  DYNAMIC HT  -          68.762 (meters)     225.60  (feet)  COMP
 DM0211  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 DM0211
 DM0211  VERT ORDER  -  SECOND    CLASS 0
 DM0211
 DM0211.The horizontal coordinates were scaled from a topographic map and have
 DM0211.an estimated accuracy of +/- 6 seconds.
 DM0211
 DM0211.The orthometric height was determined by differential leveling
 DM0211.and adjusted by the National Geodetic Survey in June 1991..
 DM0211
 DM0211.The geoid height was determined by GEOID03.
 DM0211
 DM0211.The dynamic height is computed by dividing the NAVD 88
 DM0211.geopotential number by the normal gravity value computed on the
 DM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0211.degrees latitude (g = 980.6199 gals.).
 DM0211
 DM0211.The modeled gravity was interpolated from observed gravity values.
 DM0211
 DM0211;                    North         East    Units  Estimated Accuracy
 DM0211;SPC TXNC     - 2,187,950.    1,011,330.      MT  (+/- 180 meters Scaled)
 DM0211
 DM0211                          SUPERSEDED SURVEY CONTROL
 DM0211
 DM0211  NGVD 29 (??/??/92)   68.868  (m)          225.94   (f) ADJ UNCH    2 0
 DM0211
 DM0211.Superseded values are not recommended for survey control.
 DM0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0211.See file dsdata.txt to determine how the superseded data were derived.
 DM0211
 DM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS992832(NAD 83)
 DM0211_MARKER: DB = BENCH MARK DISK
 DM0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0211_SP_SET: FOUNDATION
 DM0211_STAMPING: F 158 1934
 DM0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0211
 DM0211  HISTORY     - Date     Condition        Report By
 DM0211  HISTORY     - 1934     MONUMENTED       CGS
 DM0211
 DM0211                          STATION DESCRIPTION
 DM0211
 DM0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0211'10.3 MI S FROM TEXARKANA.
 DM0211'IN CASS COUNTY, ABOUT 10.3 MILES SOUTH ALONG THE TEXAS AND PACIFIC
 DM0211'RAILWAY FROM THE STATION AT TEXARKANA, BOWIE COUNTY, ABOUT 1.6 MILES
 DM0211'SOUTH OF THE BOWIE-CASS COUNTY LINE (SULPHUR RIVER), OPPOSITE THE
 DM0211'THIRTEENTH POLE SOUTH OF MILEPOST 10, IN THE CONCRETE FOUNDATION OF
 DM0211'SIGNAL TOWER 10.3, AND 10 FEET WEST OF THE CENTER LINE OF THE TRACK. A
 DM0211'STANDARD DISK, STAMPED F 158 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0014 ***********************************************************************
 CR0014  DESIGNATION -  F 159
 CR0014  PID         -  CR0014
 CR0014  STATE/COUNTY-  TX/MARION
 CR0014  USGS QUAD   -  JEFFERSON (1962)
 CR0014
 CR0014                         *CURRENT SURVEY CONTROL
 CR0014  ___________________________________________________________________
 CR0014* NAD 83(1986)-  32 45 29.     (N)    094 20 41.     (W)     SCALED    
 CR0014* NAVD 88     -        59.575  (meters)     195.46   (feet)  ADJUSTED  
 CR0014  ___________________________________________________________________
 CR0014  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CR0014  DYNAMIC HT  -          59.509 (meters)     195.24  (feet)  COMP
 CR0014  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 CR0014
 CR0014  VERT ORDER  -  FIRST     CLASS II
 CR0014
 CR0014.The horizontal coordinates were scaled from a topographic map and have
 CR0014.an estimated accuracy of +/- 6 seconds.
 CR0014
 CR0014.The orthometric height was determined by differential leveling
 CR0014.and adjusted by the National Geodetic Survey in June 1991..
 CR0014
 CR0014.The geoid height was determined by GEOID03.
 CR0014
 CR0014.The dynamic height is computed by dividing the NAVD 88
 CR0014.geopotential number by the normal gravity value computed on the
 CR0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0014.degrees latitude (g = 980.6199 gals.).
 CR0014
 CR0014.The modeled gravity was interpolated from observed gravity values.
 CR0014
 CR0014;                    North         East    Units  Estimated Accuracy
 CR0014;SPC TXNC     - 2,128,720.      989,230.      MT  (+/- 180 meters Scaled)
 CR0014
 CR0014                          SUPERSEDED SURVEY CONTROL
 CR0014
 CR0014  NGVD 29 (??/??/92)   59.633  (m)          195.65   (f) ADJ UNCH    1 2
 CR0014
 CR0014.Superseded values are not recommended for survey control.
 CR0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0014.See file dsdata.txt to determine how the superseded data were derived.
 CR0014
 CR0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS740252(NAD 83)
 CR0014_MARKER: DB = BENCH MARK DISK
 CR0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0014_SP_SET: BUILDING
 CR0014_STAMPING: F 159 1934 195.623
 CR0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR0014+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 CR0014
 CR0014  HISTORY     - Date     Condition        Report By
 CR0014  HISTORY     - 1934     MONUMENTED       CGS
 CR0014  HISTORY     - 1954     GOOD             NGS
 CR0014  HISTORY     - 1988     GOOD             USPSQD
 CR0014  HISTORY     - 20030614 GOOD             USPSQD
 CR0014  HISTORY     - 20050722 GOOD             USPSQD
 CR0014
 CR0014                          STATION DESCRIPTION
 CR0014
 CR0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0014'IN JEFFERSON.
 CR0014'AT JEFFERSON, 2.9 FEET SOUTHEAST OF THE NORTH CORNER OF THE
 CR0014'COURTHOUSE, 30.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF WEST AUSTIN
 CR0014'STREET, 28 FEET SOUTHWEST OF THE SOUTHWEST CURB OF SOUTH POLK STREET,
 CR0014'2.2 FEET ABOVE THE GROUND, SET VERTICALLY IN THE NORTHEAST WALL OF THE
 CR0014'COURTHOUSE.
 CR0014
 CR0014                          STATION RECOVERY (1988)
 CR0014
 CR0014'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 CR0014'RECOVERED IN GOOD CONDITION.
 CR0014
 CR0014                          STATION RECOVERY (2003)
 CR0014
 CR0014'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0014'RECOVERED IN GOOD CONDITION.
 CR0014
 CR0014                          STATION RECOVERY (2005)
 CR0014
 CR0014'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CR0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0383 ***********************************************************************
 DN0383  DESIGNATION -  F 16
 DN0383  PID         -  DN0383
 DN0383  STATE/COUNTY-  TX/COLLIN
 DN0383  USGS QUAD   -  MC KINNEY EAST (1973)
 DN0383
 DN0383                         *CURRENT SURVEY CONTROL
 DN0383  ___________________________________________________________________
 DN0383* NAD 83(1986)-  33 10 24.     (N)    096 37 19.     (W)     SCALED    
 DN0383* NAVD 88     -       165.832  (meters)     544.07   (feet)  ADJUSTED  
 DN0383  ___________________________________________________________________
 DN0383  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 DN0383  DYNAMIC HT  -         165.652 (meters)     543.48  (feet)  COMP
 DN0383  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 DN0383
 DN0383  VERT ORDER  -  SECOND    CLASS 0
 DN0383
 DN0383.The horizontal coordinates were scaled from a topographic map and have
 DN0383.an estimated accuracy of +/- 6 seconds.
 DN0383
 DN0383.The orthometric height was determined by differential leveling
 DN0383.and adjusted by the National Geodetic Survey in June 1991..
 DN0383
 DN0383.The geoid height was determined by GEOID03.
 DN0383
 DN0383.The dynamic height is computed by dividing the NAVD 88
 DN0383.geopotential number by the normal gravity value computed on the
 DN0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0383.degrees latitude (g = 980.6199 gals.).
 DN0383
 DN0383.The modeled gravity was interpolated from observed gravity values.
 DN0383
 DN0383;                    North         East    Units  Estimated Accuracy
 DN0383;SPC TXNC     - 2,168,640.      775,140.      MT  (+/- 180 meters Scaled)
 DN0383
 DN0383                          SUPERSEDED SURVEY CONTROL
 DN0383
 DN0383  NGVD 29 (??/??/92)  165.848  (m)          544.12   (f) ADJ UNCH    2 0
 DN0383
 DN0383.Superseded values are not recommended for survey control.
 DN0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0383.See file dsdata.txt to determine how the superseded data were derived.
 DN0383
 DN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB217730(NAD 83)
 DN0383_MARKER: DD = SURVEY DISK
 DN0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0383_SP_SET: BRIDGE
 DN0383_STAMPING: F 16 544.121
 DN0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0383
 DN0383  HISTORY     - Date     Condition        Report By
 DN0383  HISTORY     - UNK      MONUMENTED       CGS
 DN0383  HISTORY     - 1954     GOOD             NGS
 DN0383  HISTORY     - 1958     MARK NOT FOUND   USGS
 DN0383  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0383
 DN0383                          STATION DESCRIPTION
 DN0383
 DN0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0383'1.9 MI S FROM MCKINNEY.
 DN0383'1.25 MILES SOUTH ALONG OLD U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 DN0383'MCKINNEY, THENCE 0.65 MILE SOUTH ALONG U.S. HIGHWAY 75, 31.5 FEET WEST
 DN0383'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF
 DN0383'THE SOUTH ABUTMENT OF A CONCRETE BRIDGE OVER SOUTH WILSON CREEK.
 DN0383'NOTE-- THERE IS A NEW BRIDGE.
 DN0383
 DN0383                          STATION RECOVERY (1958)
 DN0383
 DN0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN0383'MARK NOT FOUND.
 DN0383
 DN0383                          STATION RECOVERY (2005)
 DN0383
 DN0383'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0158 ***********************************************************************
 CR0158  DESIGNATION -  F 160
 CR0158  PID         -  CR0158
 CR0158  STATE/COUNTY-  TX/GREGG
 CR0158  USGS QUAD   -  LAKEPORT (1983)
 CR0158
 CR0158                         *CURRENT SURVEY CONTROL
 CR0158  ___________________________________________________________________
 CR0158* NAD 83(1986)-  32 29 46.     (N)    094 44 00.     (W)     SCALED    
 CR0158* NAVD 88     -       104.415  (meters)     342.57   (feet)  ADJUSTED  
 CR0158  ___________________________________________________________________
 CR0158  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR0158  DYNAMIC HT  -         104.295 (meters)     342.17  (feet)  COMP
 CR0158  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 CR0158
 CR0158  VERT ORDER  -  SECOND    CLASS 0
 CR0158
 CR0158.The horizontal coordinates were scaled from a topographic map and have
 CR0158.an estimated accuracy of +/- 6 seconds.
 CR0158
 CR0158.The orthometric height was determined by differential leveling
 CR0158.and adjusted by the National Geodetic Survey in June 1991..
 CR0158
 CR0158.The geoid height was determined by GEOID03.
 CR0158
 CR0158.The dynamic height is computed by dividing the NAVD 88
 CR0158.geopotential number by the normal gravity value computed on the
 CR0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0158.degrees latitude (g = 980.6199 gals.).
 CR0158
 CR0158.The modeled gravity was interpolated from observed gravity values.
 CR0158
 CR0158;                    North         East    Units  Estimated Accuracy
 CR0158;SPC TXNC     - 2,098,320.      953,890.      MT  (+/- 180 meters Scaled)
 CR0158
 CR0158                          SUPERSEDED SURVEY CONTROL
 CR0158
 CR0158  NGVD 29 (??/??/92)  104.446  (m)          342.67   (f) ADJ UNCH    2 0
 CR0158
 CR0158.Superseded values are not recommended for survey control.
 CR0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0158.See file dsdata.txt to determine how the superseded data were derived.
 CR0158
 CR0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR371967(NAD 83)
 CR0158_MARKER: DB = BENCH MARK DISK
 CR0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0158_SP_SET: SILL
 CR0158_STAMPING: F 160 1934
 CR0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0158
 CR0158  HISTORY     - Date     Condition        Report By
 CR0158  HISTORY     - 1934     MONUMENTED       CGS
 CR0158  HISTORY     - 1935     GOOD             NGS
 CR0158
 CR0158                          STATION DESCRIPTION
 CR0158
 CR0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0158'IN LONGVIEW.
 CR0158'SENIOR HIGH SCHOOL ON 2ND STREET.  AT ENTRANCE OF BUILDING FACING
 CR0158'NORTH STREET.  WEST SIDE OF DOORWAY, TABLET CEMENTED IN TOP OF
 CR0158'CONCRETE SILL.
 CR0158
 CR0158                          STATION RECOVERY (1935)
 CR0158
 CR0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0456 ***********************************************************************
 CR0456  DESIGNATION -  F 161 RESET 1967
 CR0456  PID         -  CR0456
 CR0456  STATE/COUNTY-  TX/SMITH
 CR0456  USGS QUAD   -  TROUP EAST (1973)
 CR0456
 CR0456                         *CURRENT SURVEY CONTROL
 CR0456  ___________________________________________________________________
 CR0456* NAD 83(1986)-  32 08 50.     (N)    095 07 07.     (W)     SCALED    
 CR0456* NAVD 88     -       149.26   (meters)     489.7    (feet)  RESET     
 CR0456  ___________________________________________________________________
 CR0456  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR0456
 CR0456  VERT ORDER  -  THIRD
 CR0456
 CR0456.The horizontal coordinates were scaled from a topographic map and have
 CR0456.an estimated accuracy of +/- 6 seconds.
 CR0456
 CR0456.The orthometric height was computed from unverified reset data.
 CR0456
 CR0456.The geoid height was determined by GEOID03.
 CR0456
 CR0456;                    North         East    Units  Estimated Accuracy
 CR0456;SPC TXNC     - 2,058,420.      918,950.      MT  (+/- 180 meters Scaled)
 CR0456
 CR0456                          SUPERSEDED SURVEY CONTROL
 CR0456
 CR0456.No superseded survey control is available for this station.
 CR0456
 CR0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR001587(NAD 83)
 CR0456_MARKER: DB = BENCH MARK DISK
 CR0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0456_SP_SET: FLOOR
 CR0456_STAMPING: F 161 RESET 1967
 CR0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0456
 CR0456  HISTORY     - Date     Condition        Report By
 CR0456  HISTORY     - 1967     MONUMENTED       CGS
 CR0456
 CR0456                          STATION DESCRIPTION
 CR0456
 CR0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CR0456'IN TROUP.
 CR0456'ABOUT 0.2 MILE NORTH OF THE CENTRAL PART OF TROUP, AT THE TROUP
 CR0456'ELEMENTARY SCHOOL, LOCATED AT E. BRYANT STREET AND N. VIRGINIA STREET.
 CR0456'THE MARK IS AT THE WEST ENTRANCE TO THE SCHOOL BUILDING, CEMENTED IN
 CR0456'A DRILL HOLE IN THE CONCRETE FLOOR AT THE SOUTHWEST CORNER OF
 CR0456'ENTRANCE.  DISK IS FLUSH WITH THE CONCRETE..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0467 ***********************************************************************
 CR0467  DESIGNATION -  F 162
 CR0467  PID         -  CR0467
 CR0467  STATE/COUNTY-  TX/CHEROKEE
 CR0467  USGS QUAD   -  BERRYVILLE (1973)
 CR0467
 CR0467                         *CURRENT SURVEY CONTROL
 CR0467  ___________________________________________________________________
 CR0467* NAD 83(1986)-  32 01 37.     (N)    095 25 11.     (W)     SCALED    
 CR0467* NAVD 88     -        98.413  (meters)     322.88   (feet)  ADJUSTED  
 CR0467  ___________________________________________________________________
 CR0467  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CR0467  DYNAMIC HT  -          98.296 (meters)     322.49  (feet)  COMP
 CR0467  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 CR0467
 CR0467  VERT ORDER  -  SECOND    CLASS 0
 CR0467
 CR0467.The horizontal coordinates were scaled from a topographic map and have
 CR0467.an estimated accuracy of +/- 6 seconds.
 CR0467
 CR0467.The orthometric height was determined by differential leveling
 CR0467.and adjusted by the National Geodetic Survey in June 1991..
 CR0467
 CR0467.The geoid height was determined by GEOID03.
 CR0467
 CR0467.The dynamic height is computed by dividing the NAVD 88
 CR0467.geopotential number by the normal gravity value computed on the
 CR0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0467.degrees latitude (g = 980.6199 gals.).
 CR0467
 CR0467.The modeled gravity was interpolated from observed gravity values.
 CR0467
 CR0467;                    North         East    Units  Estimated Accuracy
 CR0467;SPC TX C     - 3,271,920.    1,164,040.      MT  (+/- 180 meters Scaled)
 CR0467
 CR0467                          SUPERSEDED SURVEY CONTROL
 CR0467
 CR0467  NGVD 29 (??/??/92)   98.447  (m)          322.99   (f) ADJ UNCH    2 0
 CR0467
 CR0467.Superseded values are not recommended for survey control.
 CR0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0467.See file dsdata.txt to determine how the superseded data were derived.
 CR0467
 CR0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR714459(NAD 83)
 CR0467_MARKER: DB = BENCH MARK DISK
 CR0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0467_STAMPING: F-162 1934
 CR0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0467+STABILITY: SURFACE MOTION
 CR0467
 CR0467  HISTORY     - Date     Condition        Report By
 CR0467  HISTORY     - 1934     MONUMENTED       CGS
 CR0467  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0467  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0467
 CR0467                          STATION DESCRIPTION
 CR0467
 CR0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0467'10.3 MI NW FROM JACKSONVILLE.
 CR0467'10.3 MILES NORTHWEST OF, ALONG T. AND N.O.R.R. 420 FEET WEST OF
 CR0467'STATION MARKER CUNEY, 160 FEET NORTH OF ROAD PARALLELING TRACKS, 145
 CR0467'FEET WEST OF ROAD CROSSING TRACKS, 80 FEET WEST OF CULVERT MARKED 211
 CR0467'E, AND 40 FEET NORTH OF THE MAIN LINE TRACK.  TABLET SET IN PRECASTED
 CR0467'POST STAMPED, F-162, 1934.
 CR0467
 CR0467                          STATION RECOVERY (1973)
 CR0467
 CR0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0467'MARK NOT FOUND.
 CR0467
 CR0467                          STATION RECOVERY (1996)
 CR0467
 CR0467'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0829 ***********************************************************************
 BY0829  DESIGNATION -  F 163
 BY0829  PID         -  BY0829
 BY0829  STATE/COUNTY-  TX/ANGELINA
 BY0829  USGS QUAD   -  DIBOLL (1980)
 BY0829
 BY0829                         *CURRENT SURVEY CONTROL
 BY0829  ___________________________________________________________________
 BY0829* NAD 83(1986)-  31 14 56.     (N)    094 46 00.     (W)     SCALED    
 BY0829* NAVD 88     -        81.34   (+/-2cm)     266.9    (feet)  VERTCON   
 BY0829  ___________________________________________________________________
 BY0829  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BY0829
 BY0829  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0829
 BY0829.The horizontal coordinates were scaled from a topographic map and have
 BY0829.an estimated accuracy of +/- 6 seconds.
 BY0829
 BY0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0829.The vertical order pertains to the NGVD 29 superseded value.
 BY0829
 BY0829.The geoid height was determined by GEOID03.
 BY0829
 BY0829;                    North         East    Units  Estimated Accuracy
 BY0829;SPC TX C     - 3,188,660.    1,229,980.      MT  (+/- 180 meters Scaled)
 BY0829
 BY0829                          SUPERSEDED SURVEY CONTROL
 BY0829
 BY0829  NGVD 29 (??/??/92)   81.380  (m)          266.99   (f) ADJ UNCH    2 0
 BY0829
 BY0829.Superseded values are not recommended for survey control.
 BY0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0829.See file dsdata.txt to determine how the superseded data were derived.
 BY0829
 BY0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ317585(NAD 83)
 BY0829_MARKER: DB = BENCH MARK DISK
 BY0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0829_STAMPING: 267.162 F 163 1934
 BY0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0829+STABILITY: SURFACE MOTION
 BY0829
 BY0829  HISTORY     - Date     Condition        Report By
 BY0829  HISTORY     - 1934     MONUMENTED       CGS
 BY0829  HISTORY     - 1954     GOOD             NGS
 BY0829  HISTORY     - 1965     MARK NOT FOUND   NGS
 BY0829  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0829
 BY0829                          STATION DESCRIPTION
 BY0829
 BY0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BY0829'5.0 MI N FROM DIBOLL.
 BY0829'5.0 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM DIBOLL,
 BY0829'ANGELINA COUNTY, AT MILEAGE 111.6, AT THE SOUTH END OF A CURVE, AT A
 BY0829'FARM-ROAD CROSSING, 65 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 BY0829'25 FEET NORTH OF THE FARM ROAD.  A STANDARD DISK, STAMPED 267.162 F
 BY0829'163 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BY0829
 BY0829                          STATION RECOVERY (1965)
 BY0829
 BY0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 BY0829'MARK NOT FOUND.
 BY0829
 BY0829                          STATION RECOVERY (1998)
 BY0829
 BY0829'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0877 ***********************************************************************
 BL0877  DESIGNATION -  F 164
 BL0877  PID         -  BL0877
 BL0877  STATE/COUNTY-  TX/TRINITY
 BL0877  USGS QUAD   -  CHITA (1972)
 BL0877
 BL0877                         *CURRENT SURVEY CONTROL
 BL0877  ___________________________________________________________________
 BL0877* NAD 83(1986)-  30 54 09.     (N)    095 14 03.     (W)     SCALED    
 BL0877* NAVD 88     -        38.67   (+/-2cm)     126.9    (feet)  VERTCON   
 BL0877  ___________________________________________________________________
 BL0877  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL0877
 BL0877  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0877
 BL0877.The horizontal coordinates were scaled from a topographic map and have
 BL0877.an estimated accuracy of +/- 6 seconds.
 BL0877
 BL0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0877.The vertical order pertains to the NGVD 29 superseded value.
 BL0877
 BL0877.The geoid height was determined by GEOID03.
 BL0877
 BL0877;                    North         East    Units  Estimated Accuracy
 BL0877;SPC TX C     - 3,148,170.    1,187,260.      MT  (+/- 180 meters Scaled)
 BL0877
 BL0877                          SUPERSEDED SURVEY CONTROL
 BL0877
 BL0877  NGVD 29 (??/??/92)   38.682  (m)          126.91   (f) ADJ UNCH    2 0
 BL0877
 BL0877.Superseded values are not recommended for survey control.
 BL0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0877.See file dsdata.txt to determine how the superseded data were derived.
 BL0877
 BL0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ864209(NAD 83)
 BL0877_MARKER: DB = BENCH MARK DISK
 BL0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0877_STAMPING: F 164 1934 127.047
 BL0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0877+STABILITY: SURFACE MOTION
 BL0877
 BL0877  HISTORY     - Date     Condition        Report By
 BL0877  HISTORY     - 1934     MONUMENTED       CGS
 BL0877  HISTORY     - 1947     GOOD             NGS
 BL0877  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0877
 BL0877                          STATION DESCRIPTION
 BL0877
 BL0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0877'2.7 MI W FROM CARLISLE.
 BL0877'2.7 MILES WEST ALONG THE WACO, BEAUMONT, TRINITY AND SABINE RAILWAY
 BL0877'FROM THE POST OFFICE AT CARLISLE, 125.2 FEET SOUTHEAST OF THE
 BL0877'SOUTHEAST END OF A 210 FOOT RAILWAY TRESTLE, 95.6 FEET EAST OF A FENCE
 BL0877'CORNER, 43.5 FEET SOUTH OF AND 2.0 FEET LOWER THAN THE SOUTH RAIL OF
 BL0877'THE TRACK, 24.1 FEET WEST OF A 22 INCH OAK TREE, 5.3 FEET NORTH OF A
 BL0877'FENCE, 2.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BL0877'POST AND PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BL0877
 BL0877                          STATION RECOVERY (1996)
 BL0877
 BL0877'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0025 ***********************************************************************
 BL0025  DESIGNATION -  F 165
 BL0025  PID         -  BL0025
 BL0025  STATE/COUNTY-  TX/TYLER
 BL0025  USGS QUAD   -  WOODVILLE (1984)
 BL0025
 BL0025                         *CURRENT SURVEY CONTROL
 BL0025  ___________________________________________________________________
 BL0025* NAD 83(1986)-  30 46 13.     (N)    094 29 30.     (W)     SCALED    
 BL0025* NAVD 88     -        96.66   (+/-2cm)     317.1    (feet)  VERTCON   
 BL0025  ___________________________________________________________________
 BL0025  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL0025
 BL0025  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0025
 BL0025.The horizontal coordinates were scaled from a topographic map and have
 BL0025.an estimated accuracy of +/- 6 seconds.
 BL0025
 BL0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0025.The vertical order pertains to the NGVD 29 superseded value.
 BL0025
 BL0025.The geoid height was determined by GEOID03.
 BL0025
 BL0025;                    North         East    Units  Estimated Accuracy
 BL0025;SPC TX C     - 3,137,020.    1,258,920.      MT  (+/- 180 meters Scaled)
 BL0025
 BL0025                          SUPERSEDED SURVEY CONTROL
 BL0025
 BL0025  NGVD 29 (??/??/92)   96.659  (m)          317.12   (f) ADJ UNCH    2 0
 BL0025
 BL0025.Superseded values are not recommended for survey control.
 BL0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0025.See file dsdata.txt to determine how the superseded data were derived.
 BL0025
 BL0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ572050(NAD 83)
 BL0025_MARKER: DB = BENCH MARK DISK
 BL0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0025_STAMPING: 317.175 F 165 1934
 BL0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0025+STABILITY: SURFACE MOTION
 BL0025
 BL0025  HISTORY     - Date     Condition        Report By
 BL0025  HISTORY     - 1934     MONUMENTED       CGS
 BL0025  HISTORY     - 1934     GOOD             NGS
 BL0025
 BL0025                          STATION DESCRIPTION
 BL0025
 BL0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0025'6 MI W FROM WOODVILLE.
 BL0025'6.0 MILES WEST ALONG OLD ABANDONED STATE HIGHWAY 45 FROM WOODVILLE,
 BL0025'TYLER COUNTY, 48 FEET EAST OF A ROAD LEADING TO THE COYLE HOME, 42
 BL0025'FEET EAST OF THE NORTHWEST CORNER OF A FENCE, 24 FEET SOUTH OF THE
 BL0025'CENTERLINE OF THE OLD HIGHWAY, AND 2 FEET NORTH OF THE FENCE LINE.  A
 BL0025'STANDARD DISK, STAMPED 317.175 F 165 1934 AND SET IN THE TOP OF A
 BL0025'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0551 ***********************************************************************
 BL0551  DESIGNATION -  F 166
 BL0551  PID         -  BL0551
 BL0551  STATE/COUNTY-  TX/POLK
 BL0551  USGS QUAD   -  LIVINGSTON (1984)
 BL0551
 BL0551                         *CURRENT SURVEY CONTROL
 BL0551  ___________________________________________________________________
 BL0551* NAD 83(1986)-  30 37 44.     (N)    094 56 54.     (W)     SCALED    
 BL0551* NAVD 88     -        34.09   (+/-2cm)     111.8    (feet)  VERTCON   
 BL0551  ___________________________________________________________________
 BL0551  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0551
 BL0551  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0551
 BL0551.The horizontal coordinates were scaled from a topographic map and have
 BL0551.an estimated accuracy of +/- 6 seconds.
 BL0551
 BL0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0551.The vertical order pertains to the NGVD 29 superseded value.
 BL0551
 BL0551.The geoid height was determined by GEOID03.
 BL0551
 BL0551;                    North         East    Units  Estimated Accuracy
 BL0551;SPC TX C     - 3,119,160.    1,216,020.      MT  (+/- 180 meters Scaled)
 BL0551
 BL0551                          SUPERSEDED SURVEY CONTROL
 BL0551
 BL0551  NGVD 29 (??/??/92)   34.104  (m)          111.89   (f) ADJ UNCH    2 0
 BL0551
 BL0551.Superseded values are not recommended for survey control.
 BL0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0551.See file dsdata.txt to determine how the superseded data were derived.
 BL0551
 BL0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP132900(NAD 83)
 BL0551_MARKER: DB = BENCH MARK DISK
 BL0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0551_SP_SET: CULVERT
 BL0551_STAMPING: F 166 1934 111.998
 BL0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0551
 BL0551  HISTORY     - Date     Condition        Report By
 BL0551  HISTORY     - 1934     MONUMENTED       CGS
 BL0551  HISTORY     - 1947     GOOD             NGS
 BL0551  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0551  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 BL0551
 BL0551                          STATION DESCRIPTION
 BL0551
 BL0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0551'6.4 MI S FROM LIVINGSTON.
 BL0551'6.4 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0551'LIVINGSTON, 370 FEET NORTHEAST OF MILEPOST 65, 230 FEET SOUTHEAST OF
 BL0551'CULVERT 65 A, 12 FEET SOUTH OF A ROAD CROSSING, 41 FEET EAST OF THE
 BL0551'TRACK, AND 4 FEET WEST OF THE RIGHT-OF-WAY FENCE.  NOTE-- THIS MARK IS
 BL0551'ALSO 2.0 MILES NORTH OF GOODRICH.
 BL0551
 BL0551                          STATION RECOVERY (1997)
 BL0551
 BL0551'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0551'MARK NOT FOUND.
 BL0551
 BL0551                          STATION RECOVERY (2004)
 BL0551
 BL0551'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0455 ***********************************************************************
 BL0455  DESIGNATION -  F 167
 BL0455  PID         -  BL0455
 BL0455  STATE/COUNTY-  TX/LIBERTY
 BL0455  USGS QUAD   -  ROMAYOR (1984)
 BL0455
 BL0455                         *CURRENT SURVEY CONTROL
 BL0455  ___________________________________________________________________
 BL0455* NAD 83(1993)-  30 25 20.83547(N)    094 45 42.42927(W)     ADJUSTED  
 BL0455* NAVD 88     -        37.90   (+/-2cm)     124.3    (feet)  VERTCON   
 BL0455  ___________________________________________________________________
 BL0455  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BL0455  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0455
 BL0455  HORZ ORDER  -  SECOND
 BL0455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0455
 BL0455.The horizontal coordinates were established by classical geodetic methods
 BL0455.and adjusted by the National Geodetic Survey in February 1996..
 BL0455
 BL0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0455.The vertical order pertains to the NGVD 29 superseded value.
 BL0455
 BL0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0455
 BL0455.The geoid height was determined by GEOID03.
 BL0455
 BL0455;                    North         East     Units Scale Factor Converg.
 BL0455;SPC TX C     - 3,097,185.031 1,235,026.450   MT  0.99993243   +2 52 10.8
 BL0455;SPC TX C     -10,161,347.89  4,051,915.94   sFT  0.99993243   +2 52 10.8
 BL0455;UTM  15      - 3,366,915.806   330,791.051   MT  0.99995323   -0 53 32.4
 BL0455
 BL0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0455!SPC TX C     -   0.99999838  x   0.99993243  =   0.99993081
 BL0455!UTM  15      -   0.99999838  x   0.99995323  =   0.99995161
 BL0455
 BL0455                          SUPERSEDED SURVEY CONTROL
 BL0455
 BL0455  NAD 83(1986)-  30 25 20.85036(N)    094 45 42.41548(W) AD(       ) 2
 BL0455  NAD 27      -  30 25 20.11100(N)    094 45 41.68300(W) AD(       ) 2
 BL0455  NGVD 29 (??/??/92)   37.907  (m)          124.37   (f) ADJ UNCH    2 0
 BL0455
 BL0455.Superseded values are not recommended for survey control.
 BL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0455.See file dsdata.txt to determine how the superseded data were derived.
 BL0455
 BL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3079166916(NAD 83)
 BL0455_MARKER: DB = BENCH MARK DISK
 BL0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0455_STAMPING: 124.488 F 167 1934
 BL0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0455+STABILITY: SURFACE MOTION
 BL0455
 BL0455  HISTORY     - Date     Condition        Report By
 BL0455  HISTORY     - 1952     MONUMENTED       CGS
 BL0455  HISTORY     - 1955     GOOD             USGS
 BL0455
 BL0455                          STATION DESCRIPTION
 BL0455
 BL0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0455'STATION IS 137 FEET SOUTHEAST
 BL0455'OF THE LONE TELEPHONE POLE, 27 FEET SOUTHWEST OF THE YARD
 BL0455'GATE AND 16 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 BL0455'YARD FENCE.  IT IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 BL0455'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST ABOUT 7
 BL0455'INCHES SQUARE.  IT PROJECTS 4 INCHES AND IS STAMPED F167
 BL0455'1934 ELEV 124.488.
 BL0455
 BL0455                          STATION RECOVERY (1955)
 BL0455
 BL0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BL0455'2.8 MI S FROM RYE.
 BL0455'1.2 MILES SOUTH ALONG STATE HIGHWAY 146 FROM THE INTERSECTION OF
 BL0455'T-105, THENCE 0.3 MILE EAST AND SOUTH ALONG A DIRT ROAD.  27 FEET
 BL0455'SOUTHWEST OF A YARD GATE, AND 16 FEET NORTHWEST OF THE SOUTHWEST
 BL0455'CORNER OF THE YARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0594 ***********************************************************************
 AW0594  DESIGNATION -  F 168
 AW0594  PID         -  AW0594
 AW0594  STATE/COUNTY-  TX/GALVESTON
 AW0594  USGS QUAD   -  GALVESTON (1994)
 AW0594
 AW0594                         *CURRENT SURVEY CONTROL
 AW0594  ___________________________________________________________________
 AW0594* NAD 83(1986)-  29 16 54.     (N)    094 48 02.     (W)     SCALED    
 AW0594* NAVD 88     -         4.308  (meters)      14.13   (feet)  ADJUSTED  
 AW0594  ___________________________________________________________________
 AW0594  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0594  DYNAMIC HT  -           4.302 (meters)      14.11  (feet)  COMP
 AW0594  MODELED GRAV-     979,260.7   (mgal)                       NAVD 88
 AW0594  OBS GRAVITY -     979,257.3   (mgal)                       GRAV_OBS
 AW0594
 AW0594  VERT ORDER  -  FIRST     CLASS II
 AW0594
 AW0594.The horizontal coordinates were scaled from a topographic map and have
 AW0594.an estimated accuracy of +/- 6 seconds.
 AW0594
 AW0594.The orthometric height was determined by differential leveling
 AW0594.and adjusted by the National Geodetic Survey in March 1997..
 AW0594
 AW0594.The geoid height was determined by GEOID03.
 AW0594
 AW0594.The dynamic height is computed by dividing the NAVD 88
 AW0594.geopotential number by the normal gravity value computed on the
 AW0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0594.degrees latitude (g = 980.6199 gals.).
 AW0594
 AW0594.The modeled gravity was interpolated from observed gravity values.
 AW0594.The observed gravity was obtained from relative gravimeter ties
 AW0594.to the IGSN71 gravity network.
 AW0594
 AW0594;                    North         East    Units  Estimated Accuracy
 AW0594;SPC TXSC     - 4,167,840.    1,007,930.      MT  (+/- 180 meters Scaled)
 AW0594
 AW0594                          SUPERSEDED SURVEY CONTROL
 AW0594
 AW0594  NAVD 88 (06/15/91)    4.368  (m)           14.33   (f) UNKNOWN     1 1
 AW0594  NGVD 29 (12/23/87)    4.365  (m)           14.32   (f) ADJUSTED    1 1
 AW0594
 AW0594.Superseded values are not recommended for survey control.
 AW0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0594.See file dsdata.txt to determine how the superseded data were derived.
 AW0594
 AW0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN250405(NAD 83)
 AW0594_MARKER: DB = BENCH MARK DISK
 AW0594_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0594_SP_SET: SEAWALL
 AW0594_STAMPING: F 168 1936 ELEV. 15.466 FT.
 AW0594_MARK LOGO: CGS   
 AW0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0594+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0594
 AW0594  HISTORY     - Date     Condition        Report By
 AW0594  HISTORY     - 1936     MONUMENTED       CGS
 AW0594  HISTORY     - 1973     GOOD             NGS
 AW0594  HISTORY     - 1978     GOOD             NGS
 AW0594  HISTORY     - 1983     GOOD             NGS
 AW0594  HISTORY     - 1984     GOOD             USPSQD
 AW0594  HISTORY     - 1986     GOOD             USPSQD
 AW0594  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0594  HISTORY     - 1987     GOOD             NGS
 AW0594  HISTORY     - 1988     GOOD             USPSQD
 AW0594  HISTORY     - 1988     GOOD             USPSQD
 AW0594  HISTORY     - 1988     GOOD             USPSQD
 AW0594  HISTORY     - 1988     GOOD             USPSQD
 AW0594  HISTORY     - 1988     GOOD             USPSQD
 AW0594  HISTORY     - 1988     GOOD             USPSQD
 AW0594  HISTORY     - 1988     GOOD             USPSQD
 AW0594  HISTORY     - 1989     GOOD             USPSQD
 AW0594  HISTORY     - 1989     GOOD             USPSQD
 AW0594  HISTORY     - 1989     GOOD             USPSQD
 AW0594  HISTORY     - 1989     GOOD             USPSQD
 AW0594  HISTORY     - 1989     GOOD             USPSQD
 AW0594  HISTORY     - 1989     GOOD             USPSQD
 AW0594  HISTORY     - 1989     GOOD             USPSQD
 AW0594  HISTORY     - 1990     GOOD             USPSQD
 AW0594  HISTORY     - 19961205 GOOD             NGS
 AW0594  HISTORY     - 20031206 GOOD             USPSQD
 AW0594  HISTORY     - 20041210 GOOD             USPSQD
 AW0594  HISTORY     - 20051214 GOOD             USPSQD
 AW0594
 AW0594                          STATION DESCRIPTION
 AW0594
 AW0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0594'IN GALVESTON.
 AW0594'AT GALVESTON, AT THE JUNCTION OF SEAWALL BOULEVARD AND 35TH STREET, IN
 AW0594'THE TOP AND SENTER OF THE SEAWALL, 18.9 FEET SOUTHEAST OF THE
 AW0594'SOUTHEAST CURB OF THE BOULEVARD, 38.4 FEET NORTHEAST OF THE NORTHEAST
 AW0594'EDGE OF A CONCRETE RAMP LEADING DOWN TO THE BEACH, AND ABOUT 1 FOOT
 AW0594'HIGHER THAN THE BOULEVARD.
 AW0594
 AW0594                          STATION RECOVERY (1978)
 AW0594
 AW0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1983)
 AW0594
 AW0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1984)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1986)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1986 (WJP)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1987)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0594'MARK NOT FOUND.
 AW0594
 AW0594                          STATION RECOVERY (1987)
 AW0594
 AW0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0594'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.8 KM (1.1 MI)
 AW0594'SOUTHWEST ALONG SEAWALL BOULEVARD FROM MOODY CENTER IN GALVESTON.
 AW0594
 AW0594                          STATION RECOVERY (1988)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1988)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1988)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1988 (MQK)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1988)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1988)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1988)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1988)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1989)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1989)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1989)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1989)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1989)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1989)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1989)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1990)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (1996)
 AW0594
 AW0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0594'IN GALVESTON, AT THE INTERSECTION OF SEAWALL BOULEVARD AND 35TH
 AW0594'STREET, IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE BOULEVARD,
 AW0594'16.4 M (53.8 FT) NORTHEAST OF THE EXTENDED STREET CENTER, 11.8 M (38.7
 AW0594'FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY,
 AW0594'11.7 M (38.4 FT) NORTHEAST OF A RAMP LEADING TO A BEACH, 0.7 M (2.3
 AW0594'FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL, AND 0.3 M (1.0 FT)
 AW0594'BELOW THE LEVEL OF THE BOULEVARD.
 AW0594
 AW0594                          STATION RECOVERY (2003)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (2004)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0594'RECOVERED IN GOOD CONDITION.
 AW0594
 AW0594                          STATION RECOVERY (2005)
 AW0594
 AW0594'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0594'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3130 ***********************************************************************
 AW3130  DESIGNATION -  F 17 RESET
 AW3130  PID         -  AW3130
 AW3130  STATE/COUNTY-  TX/LIBERTY
 AW3130  USGS QUAD   -  WHITES BAYOU (1994)
 AW3130
 AW3130                         *CURRENT SURVEY CONTROL
 AW3130  ___________________________________________________________________
 AW3130* NAD 83(1986)-  29 53 41.     (N)    094 36 41.     (W)     SCALED    
 AW3130* NAVD 88     -         9.76   (+/-2cm)      32.0    (feet)  VERTCON   
 AW3130  ___________________________________________________________________
 AW3130  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW3130
 AW3130  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3130
 AW3130.The horizontal coordinates were scaled from a topographic map and have
 AW3130.an estimated accuracy of +/- 6 seconds.
 AW3130
 AW3130.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3130.The vertical order pertains to the NGVD 29 superseded value.
 AW3130
 AW3130.The geoid height was determined by GEOID03.
 AW3130
 AW3130;                    North         East    Units  Estimated Accuracy
 AW3130;SPC TX C     - 3,039,490.    1,252,460.      MT  (+/- 180 meters Scaled)
 AW3130
 AW3130                          SUPERSEDED SURVEY CONTROL
 AW3130
 AW3130  NGVD 29 (??/??/92)    9.76   (m)           32.0    (f) COMPUTED    2 0
 AW3130
 AW3130.Superseded values are not recommended for survey control.
 AW3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3130.See file dsdata.txt to determine how the superseded data were derived.
 AW3130
 AW3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP444082(NAD 83)
 AW3130_MARKER: DD = SURVEY DISK
 AW3130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3130_STAMPING: F 17 RESET 1942 32.800
 AW3130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3130+STABILITY: SURFACE MOTION
 AW3130
 AW3130  HISTORY     - Date     Condition        Report By
 AW3130  HISTORY     - 1942     MONUMENTED       CGS
 AW3130  HISTORY     - 1954     GOOD             NGS
 AW3130  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3130
 AW3130                          STATION DESCRIPTION
 AW3130
 AW3130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3130'2.55 MI N FROM HANKAMER.
 AW3130'2.55 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF CHRIST AT
 AW3130'HANKAMER, 63 FEET NORTH OF THE CENTER LINE OF A SHELL ROAD LEADING
 AW3130'EAST, 68 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 50.5 FEET NORTH
 AW3130'OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 AW3130'SHELL ROAD, 17.7 FEET SOUTHEAST OF A 13 INCH PINE TREE, 16.3 FEET WEST
 AW3130'OF A FENCE, 3.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AW3130'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AW3130
 AW3130                          STATION RECOVERY (1973)
 AW3130
 AW3130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1572 ***********************************************************************
 AW1572  DESIGNATION -  F 170
 AW1572  PID         -  AW1572
 AW1572  STATE/COUNTY-  TX/HARRIS
 AW1572  USGS QUAD   -  LEAGUE CITY (1995)
 AW1572
 AW1572                         *CURRENT SURVEY CONTROL
 AW1572  ___________________________________________________________________
 AW1572* NAD 83(1986)-  29 35 48.     (N)    095 01 26.     (W)     SCALED    
 AW1572* NAVD 88     -         3.611  (meters)      11.85   (feet)  ADJUSTED  
 AW1572  ___________________________________________________________________
 AW1572  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW1572  DYNAMIC HT  -           3.606 (meters)      11.83  (feet)  COMP
 AW1572  MODELED GRAV-     979,275.7   (mgal)                       NAVD 88
 AW1572
 AW1572  VERT ORDER  -  FIRST     CLASS II
 AW1572
 AW1572.The horizontal coordinates were scaled from a topographic map and have
 AW1572.an estimated accuracy of +/- 6 seconds.
 AW1572
 AW1572.The orthometric height was determined by differential leveling
 AW1572.and adjusted by the National Geodetic Survey in June 1991..
 AW1572
 AW1572.The geoid height was determined by GEOID03.
 AW1572
 AW1572.The dynamic height is computed by dividing the NAVD 88
 AW1572.geopotential number by the normal gravity value computed on the
 AW1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1572.degrees latitude (g = 980.6199 gals.).
 AW1572
 AW1572.The modeled gravity was interpolated from observed gravity values.
 AW1572
 AW1572;                    North         East    Units  Estimated Accuracy
 AW1572;SPC TXSC     - 4,201,970.      985,060.      MT  (+/- 180 meters Scaled)
 AW1572
 AW1572                          SUPERSEDED SURVEY CONTROL
 AW1572
 AW1572  NGVD 29 (12/23/87)    3.608  (m)           11.84   (f) ADJUSTED    1 2
 AW1572
 AW1572.Superseded values are not recommended for survey control.
 AW1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1572.See file dsdata.txt to determine how the superseded data were derived.
 AW1572
 AW1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN039758(NAD 83)
 AW1572_MARKER: DB = BENCH MARK DISK
 AW1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1572_SP_SET: CONCRETE POST
 AW1572_STAMPING: F 170 1936 17.618
 AW1572_MARK LOGO: CGS   
 AW1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1572+STABILITY: SURFACE MOTION
 AW1572
 AW1572  HISTORY     - Date     Condition        Report By
 AW1572  HISTORY     - 1936     MONUMENTED       CGS
 AW1572  HISTORY     - 1973     GOOD             NGS
 AW1572  HISTORY     - 1974     GOOD             LOCENG
 AW1572  HISTORY     - 1978     GOOD             NGS
 AW1572  HISTORY     - 1983     GOOD             NGS
 AW1572  HISTORY     - 1987     GOOD             USPSQD
 AW1572  HISTORY     - 1987     GOOD             USPSQD
 AW1572  HISTORY     - 1987     GOOD             USPSQD
 AW1572  HISTORY     - 1987     GOOD             USPSQD
 AW1572  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1572  HISTORY     - 1987     GOOD             USPSQD
 AW1572  HISTORY     - 1987     GOOD             USPSQD
 AW1572  HISTORY     - 1987     GOOD             USPSQD
 AW1572  HISTORY     - 1987     GOOD             USPSQD
 AW1572  HISTORY     - 1987     GOOD             USPSQD
 AW1572  HISTORY     - 1987     GOOD             NGS
 AW1572  HISTORY     - 1988     GOOD             USPSQD
 AW1572  HISTORY     - 1988     GOOD             USPSQD
 AW1572  HISTORY     - 1988     GOOD             USPSQD
 AW1572  HISTORY     - 1988     GOOD             USPSQD
 AW1572  HISTORY     - 1988     GOOD             USPSQD
 AW1572  HISTORY     - 1988     GOOD             USPSQD
 AW1572  HISTORY     - 1988     GOOD             USPSQD
 AW1572  HISTORY     - 1988     GOOD             USPSQD
 AW1572  HISTORY     - 1988     GOOD             USPSQD
 AW1572  HISTORY     - 1988     GOOD             USPSQD
 AW1572  HISTORY     - 1988     GOOD             USPSQD
 AW1572  HISTORY     - 1988     GOOD             USPSQD
 AW1572  HISTORY     - 1989     GOOD             USPSQD
 AW1572  HISTORY     - 1989     GOOD             USPSQD
 AW1572  HISTORY     - 1989     GOOD             USPSQD
 AW1572  HISTORY     - 1989     GOOD             USPSQD
 AW1572  HISTORY     - 1989     GOOD             USPSQD
 AW1572  HISTORY     - 1989     GOOD             USPSQD
 AW1572  HISTORY     - 1989     GOOD             USPSQD
 AW1572  HISTORY     - 1989     GOOD             USPSQD
 AW1572  HISTORY     - 1989     GOOD             USPSQD
 AW1572  HISTORY     - 1990     GOOD             USPSQD
 AW1572  HISTORY     - 1990     GOOD             USPSQD
 AW1572  HISTORY     - 19910216 GOOD             USPSQD
 AW1572  HISTORY     - 19910216 GOOD             USPSQD
 AW1572  HISTORY     - 19931122 GOOD             USPSQD
 AW1572  HISTORY     - 20000310 MARK NOT FOUND   USPSQD
 AW1572  HISTORY     - 20010127 GOOD             USPSQD
 AW1572  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1572  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 AW1572  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AW1572
 AW1572                          STATION DESCRIPTION
 AW1572
 AW1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1572'3.9 MI NE FROM SEABROOK.
 AW1572'ABOUT 2.8 MILES NORTH ALONG STATE HWY. 146 FROM THE INTERSECTION OF
 AW1572'NASA RD. 1 AT SEABROOK, THENCE 0.6 MILE EAST ALONG PORT RD., THENCE
 AW1572'0.5 MILE SOUTHWEST ALONG STATE HWY. 146, 0.25 MILE NORTHEAST OF A
 AW1572'SMALL CONCRETE BRIDGE, ABOUT 117 FEET NORTHWEST OF AND ACROSS FROM A
 AW1572'POWER POLE, 59.5 FEET NORTHWEST OF THE CENTER OF THE OLD HWY., 2 FEET
 AW1572'NORTHEAST OF A CORNER POST, ABOUT 0.5 FOOT NORTHWEST OF A METAL
 AW1572'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 AW1572'CONCRETE POST PROJECTING 2 INCHES.
 AW1572
 AW1572                          STATION RECOVERY (1974)
 AW1572
 AW1572'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1978)
 AW1572
 AW1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1983)
 AW1572
 AW1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1987)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1987)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1987)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1987)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1987)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1572'MARK NOT FOUND.
 AW1572
 AW1572                          STATION RECOVERY (1987)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1987)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1987)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1987)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1987)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1987)
 AW1572
 AW1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1988)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1988)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1988)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1988)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1988)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1988)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1988)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1988)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1988)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1988)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1988)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1988)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1989)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1989)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1989)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (PT)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1989)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1989)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1989)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1989)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1989)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1989)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1990)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1990)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1991)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1991)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1991 (MR)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (1993)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (2000)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1572'MARK NOT FOUND.
 AW1572
 AW1572                          STATION RECOVERY (2001)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 2001 (DMZ)
 AW1572'RECOVERED IN GOOD CONDITION.
 AW1572
 AW1572                          STATION RECOVERY (2001)
 AW1572
 AW1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1572'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1572
 AW1572                          STATION RECOVERY (2003)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1572'MARK NOT FOUND.
 AW1572
 AW1572                          STATION RECOVERY (2005)
 AW1572
 AW1572'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2499 ***********************************************************************
 AW2499  DESIGNATION -  F 172
 AW2499  PID         -  AW2499
 AW2499  STATE/COUNTY-  TX/GALVESTON
 AW2499  USGS QUAD   -  HIGH ISLAND (1994)
 AW2499
 AW2499                         *CURRENT SURVEY CONTROL
 AW2499  ___________________________________________________________________
 AW2499* NAD 83(1986)-  29 32 46.     (N)    094 23 52.     (W)     SCALED    
 AW2499* NAVD 88     -         1.86   (+/-2cm)       6.1    (feet)  VERTCON   
 AW2499  ___________________________________________________________________
 AW2499  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW2499
 AW2499  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2499
 AW2499.The horizontal coordinates were scaled from a topographic map and have
 AW2499.an estimated accuracy of +/- 6 seconds.
 AW2499
 AW2499.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2499.The vertical order pertains to the NGVD 29 superseded value.
 AW2499
 AW2499.The geoid height was determined by GEOID03.
 AW2499
 AW2499;                    North         East    Units  Estimated Accuracy
 AW2499;SPC TXSC     - 4,198,600.    1,045,890.      MT  (+/- 180 meters Scaled)
 AW2499
 AW2499                          SUPERSEDED SURVEY CONTROL
 AW2499
 AW2499  NGVD 29 (??/??/92)    1.86   (m)            6.1    (f) COMPUTED    1 2
 AW2499
 AW2499.Superseded values are not recommended for survey control.
 AW2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2499.See file dsdata.txt to determine how the superseded data were derived.
 AW2499
 AW2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN645693(NAD 83)
 AW2499_MARKER: DB = BENCH MARK DISK
 AW2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2499_STAMPING: F-172 1936
 AW2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2499+STABILITY: SURFACE MOTION
 AW2499
 AW2499  HISTORY     - Date     Condition        Report By
 AW2499  HISTORY     - 1936     MONUMENTED       CGS
 AW2499  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 AW2499  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW2499  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW2499  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW2499
 AW2499                          STATION DESCRIPTION
 AW2499
 AW2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2499'2.1 MI SW FROM HIGH ISLAND.
 AW2499'2.1 MILES SOUTHWEST OF DEPOT BY HIGHWAY.  ALONG STATE HIGHWAY 87
 AW2499'BETWEEN PORT BOLIVAR AND HIGH ISLAND, 36 FEET NORTHWEST OF THE CENTER
 AW2499'LINE OF THE HIGHWAY, AND 1 FOOT SOUTHEAST OF FENCE LINE.
 AW2499
 AW2499                          STATION RECOVERY (1999)
 AW2499
 AW2499'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2499'MARK NOT FOUND.
 AW2499
 AW2499                          STATION RECOVERY (2002)
 AW2499
 AW2499'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW2499'MARK NOT FOUND.
 AW2499
 AW2499                          STATION RECOVERY (2003)
 AW2499
 AW2499'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW2499'MARK NOT FOUND.
 AW2499
 AW2499                          STATION RECOVERY (2005)
 AW2499
 AW2499'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1530 ***********************************************************************
 AW1530  DESIGNATION -  F 173
 AW1530  PID         -  AW1530
 AW1530  STATE/COUNTY-  TX/HARRIS
 AW1530  USGS QUAD   -  MORGANS POINT (1993)
 AW1530
 AW1530                         *CURRENT SURVEY CONTROL
 AW1530  ___________________________________________________________________
 AW1530* NAD 83(1986)-  29 43 53.     (N)    094 58 06.     (W)     SCALED    
 AW1530* NAVD 88     -         8.784  (meters)      28.82   (feet)  ADJUSTED  
 AW1530  ___________________________________________________________________
 AW1530  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW1530  DYNAMIC HT  -           8.772 (meters)      28.78  (feet)  COMP
 AW1530  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 AW1530
 AW1530  VERT ORDER  -  FIRST     CLASS II
 AW1530
 AW1530.The horizontal coordinates were scaled from a topographic map and have
 AW1530.an estimated accuracy of +/- 6 seconds.
 AW1530
 AW1530.The orthometric height was determined by differential leveling
 AW1530.and adjusted by the National Geodetic Survey in June 1991..
 AW1530
 AW1530.The geoid height was determined by GEOID03.
 AW1530
 AW1530.The dynamic height is computed by dividing the NAVD 88
 AW1530.geopotential number by the normal gravity value computed on the
 AW1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1530.degrees latitude (g = 980.6199 gals.).
 AW1530
 AW1530.The modeled gravity was interpolated from observed gravity values.
 AW1530
 AW1530;                    North         East    Units  Estimated Accuracy
 AW1530;SPC TXSC     - 4,217,080.      989,920.      MT  (+/- 180 meters Scaled)
 AW1530
 AW1530                          SUPERSEDED SURVEY CONTROL
 AW1530
 AW1530  NGVD 29 (12/23/87)    8.782  (m)           28.81   (f) ADJUSTED    1 2
 AW1530
 AW1530.Superseded values are not recommended for survey control.
 AW1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1530.See file dsdata.txt to determine how the superseded data were derived.
 AW1530
 AW1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN096906(NAD 83)
 AW1530_MARKER: DB = BENCH MARK DISK
 AW1530_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1530+WITH SETTING: PAVEMENT
 AW1530_SP_SET: FOOTING OF WATER TOWER
 AW1530_STAMPING: F 173 1936 ELEV. 35.095 FT
 AW1530_MARK LOGO: CGS   
 AW1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1530+STABILITY: SURFACE MOTION
 AW1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1530+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 AW1530
 AW1530  HISTORY     - Date     Condition        Report By
 AW1530  HISTORY     - 1936     MONUMENTED       CGS
 AW1530  HISTORY     - 1973     GOOD             NGS
 AW1530  HISTORY     - 1978     GOOD             NGS
 AW1530  HISTORY     - 1987     POOR             USPSQD
 AW1530  HISTORY     - 1987     GOOD             NGS
 AW1530  HISTORY     - 1989     GOOD             USPSQD
 AW1530  HISTORY     - 1989     GOOD             USPSQD
 AW1530  HISTORY     - 1990     POOR             USPSQD
 AW1530  HISTORY     - 19981017 GOOD             USPSQD
 AW1530  HISTORY     - 20040220 GOOD             USPSQD
 AW1530  HISTORY     - 20050228 GOOD             USPSQD
 AW1530
 AW1530                          STATION DESCRIPTION
 AW1530
 AW1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1530'0.1 MI S FROM BAYTOWN.
 AW1530'ABOUT 0.1 MILE SOUTH ALONG SOUTH MAIN ST. FROM THE INTERSECTION WITH
 AW1530'WEST TEXAS AVE. AT BAYTOWN, SET IN THE FOUNDATION OF THE NORTHEAST LEG
 AW1530'OF A WATER TOWER, 26 1/2 FEET SOUTH OF THE CENTER LINE OF PEARCE ST.,
 AW1530'48 FEET WEST OF THE CENTER LINE OF SOUTH MAIN ST. AND ABOUT 2 FEET
 AW1530'ABOVE THE LEVEL OF THE ROAD.
 AW1530
 AW1530                          STATION RECOVERY (1978)
 AW1530
 AW1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1530'RECOVERED IN GOOD CONDITION.
 AW1530
 AW1530                          STATION RECOVERY (1987)
 AW1530
 AW1530'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1530'MARK RECOVERED IN POOR CONDITION.
 AW1530
 AW1530                          STATION RECOVERY (1987)
 AW1530
 AW1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1530'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 AW1530'WATER TOWER MENTIONED THEREIN NO LONGER EXIST.
 AW1530
 AW1530                          STATION RECOVERY (1989)
 AW1530
 AW1530'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1530'RECOVERED IN GOOD CONDITION.
 AW1530
 AW1530                          STATION RECOVERY (1989)
 AW1530
 AW1530'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1530'RECOVERED IN GOOD CONDITION.
 AW1530
 AW1530                          STATION RECOVERY (1990)
 AW1530
 AW1530'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1530'MARK RECOVERED IN POOR CONDITION.
 AW1530
 AW1530                          STATION RECOVERY (1998)
 AW1530
 AW1530'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1530'RECOVERED IN GOOD CONDITION.
 AW1530
 AW1530                          STATION RECOVERY (2004)
 AW1530
 AW1530'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW1530'RECOVERED IN GOOD CONDITION.
 AW1530
 AW1530                          STATION RECOVERY (2005)
 AW1530
 AW1530'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AW1530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3763 ***********************************************************************
 AW3763  DESIGNATION -  F 174
 AW3763  PID         -  AW3763
 AW3763  STATE/COUNTY-  TX/HARRIS
 AW3763  USGS QUAD   -  SETTEGAST (1995)
 AW3763
 AW3763                         *CURRENT SURVEY CONTROL
 AW3763  ___________________________________________________________________
 AW3763* NAD 83(1986)-  29 45 04.     (N)    095 19 27.     (W)     SCALED    
 AW3763* NAVD 88     -        12.51   (+/-2cm)      41.0    (feet)  VERTCON   
 AW3763  ___________________________________________________________________
 AW3763  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW3763
 AW3763  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3763
 AW3763.The horizontal coordinates were scaled from a topographic map and have
 AW3763.an estimated accuracy of +/- 6 seconds.
 AW3763
 AW3763.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3763.The vertical order pertains to the NGVD 29 superseded value.
 AW3763
 AW3763.The geoid height was determined by GEOID03.
 AW3763
 AW3763;                    North         East    Units  Estimated Accuracy
 AW3763;SPC TXSC     - 4,218,130.      955,450.      MT  (+/- 180 meters Scaled)
 AW3763
 AW3763                          SUPERSEDED SURVEY CONTROL
 AW3763
 AW3763  NGVD 29 (??/??/92)   12.511  (m)           41.05   (f) ADJ UNCH    1 2
 AW3763
 AW3763.Superseded values are not recommended for survey control.
 AW3763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3763.See file dsdata.txt to determine how the superseded data were derived.
 AW3763
 AW3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN752934(NAD 83)
 AW3763_MARKER: DB = BENCH MARK DISK
 AW3763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3763_STAMPING: F 174 1936 43.655
 AW3763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3763+STABILITY: SURFACE MOTION
 AW3763
 AW3763  HISTORY     - Date     Condition        Report By
 AW3763  HISTORY     - 1936     MONUMENTED       CGS
 AW3763  HISTORY     - 1959     GOOD             NGS
 AW3763  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3763  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW3763  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AW3763
 AW3763                          STATION DESCRIPTION
 AW3763
 AW3763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3763'IN HOUSTON.
 AW3763'ABOUT 1.0 MILE WEST ALONG NAVIGATION BOULEVARD FROM THE REED ROLLER
 AW3763'BIT COMPANY BUILDING, AT THE EAST END OF AN ISLAND IN THE CENTER OF
 AW3763'THE BOULEVARD, 49 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 AW3763'INTERNATIONAL HARVESTER COMPANY BUILDING, 20 FEET SOUTH OF THE CENTER
 AW3763'LINE OF THE NORTH TRAFFIC LANE, 47 FEET WEST OF THE CENTER LINE OF
 AW3763'LOCKWOOD DRIVE, 1/2 FOOT SOUTHWEST OF THE EAST CURB OF THE ISLAND, AND
 AW3763'IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE LEVEL OF THE LAWN.
 AW3763
 AW3763                          STATION RECOVERY (1973)
 AW3763
 AW3763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3763'MARK NOT FOUND.
 AW3763
 AW3763                          STATION RECOVERY (1996)
 AW3763
 AW3763'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3763'MARK NOT FOUND.
 AW3763
 AW3763                          STATION RECOVERY (2004)
 AW3763
 AW3763'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0845 ***********************************************************************
 AN0845  DESIGNATION -  F 175
 AN0845  PID         -  AN0845
 AN0845  STATE/COUNTY-  TX/CALHOUN
 AN0845  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0845
 AN0845                         *CURRENT SURVEY CONTROL
 AN0845  ___________________________________________________________________
 AN0845* NAD 83(1986)-  28 33 57.     (N)    096 37 52.     (W)     SCALED    
 AN0845* NAVD 88     -         4.53   (+/-2cm)      14.9    (feet)  VERTCON   
 AN0845  ___________________________________________________________________
 AN0845  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN0845
 AN0845  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0845
 AN0845.The horizontal coordinates were scaled from a topographic map and have
 AN0845.an estimated accuracy of +/- 6 seconds.
 AN0845
 AN0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0845.The vertical order pertains to the NGVD 29 superseded value.
 AN0845
 AN0845.The geoid height was determined by GEOID03.
 AN0845
 AN0845;                    North         East    Units  Estimated Accuracy
 AN0845;SPC TXSC     - 4,083,530.      831,750.      MT  (+/- 180 meters Scaled)
 AN0845
 AN0845                          SUPERSEDED SURVEY CONTROL
 AN0845
 AN0845  NGVD 29 (??/??/92)    4.655  (m)           15.27   (f) ADJ UNCH    2 0
 AN0845
 AN0845.Superseded values are not recommended for survey control.
 AN0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0845.See file dsdata.txt to determine how the superseded data were derived.
 AN0845
 AN0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS317621(NAD 83)
 AN0845_MARKER: DB = BENCH MARK DISK
 AN0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0845_STAMPING: F 175 1950
 AN0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0845+STABILITY: SURFACE MOTION
 AN0845
 AN0845  HISTORY     - Date     Condition        Report By
 AN0845  HISTORY     - 1950     MONUMENTED       CGS
 AN0845  HISTORY     - 1988     GOOD             USPSQD
 AN0845  HISTORY     - 19980725 GOOD             USPSQD
 AN0845
 AN0845                          STATION DESCRIPTION
 AN0845
 AN0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN0845'4.5 MI S FROM PORT LAVACA.
 AN0845'4.5 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE JUNCTION OF U.S.
 AN0845'HIGHWAY 87 AND STATE HIGHWAYS 35 AND 238 AT PORT LAVACA, AT THE TANNER
 AN0845'AIRPORT, 1.6 FEET NORTH OF THE NORTH CORNER OF THE SOUTH HANGAR.
 AN0845
 AN0845                          STATION RECOVERY (1988)
 AN0845
 AN0845'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AN0845'RECOVERED IN GOOD CONDITION.
 AN0845
 AN0845                          STATION RECOVERY (1998)
 AN0845
 AN0845'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0731 ***********************************************************************
 AH0731  DESIGNATION -  F 176
 AH0731  PID         -  AH0731
 AH0731  STATE/COUNTY-  TX/NUECES
 AH0731  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0731
 AH0731                         *CURRENT SURVEY CONTROL
 AH0731  ___________________________________________________________________
 AH0731* NAD 83(1986)-  27 42 43.     (N)    097 43 23.     (W)     SCALED    
 AH0731* NAVD 88     -        19.064  (meters)      62.55   (feet)  ADJUSTED  
 AH0731  ___________________________________________________________________
 AH0731  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH0731  DYNAMIC HT  -          19.035 (meters)      62.45  (feet)  COMP
 AH0731  MODELED GRAV-     979,112.1   (mgal)                       NAVD 88
 AH0731
 AH0731  VERT ORDER  -  FIRST     CLASS II
 AH0731
 AH0731.The horizontal coordinates were scaled from a topographic map and have
 AH0731.an estimated accuracy of +/- 6 seconds.
 AH0731
 AH0731.The orthometric height was determined by differential leveling
 AH0731.and adjusted by the National Geodetic Survey in June 1991..
 AH0731.WARNING-Repeat measurements at this control monument indicate possible
 AH0731.vertical movement.
 AH0731
 AH0731.The geoid height was determined by GEOID03.
 AH0731
 AH0731.The dynamic height is computed by dividing the NAVD 88
 AH0731.geopotential number by the normal gravity value computed on the
 AH0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0731.degrees latitude (g = 980.6199 gals.).
 AH0731
 AH0731.The modeled gravity was interpolated from observed gravity values.
 AH0731
 AH0731;                    North         East    Units  Estimated Accuracy
 AH0731;SPC TX S     - 5,226,840.      376,620.      MT  (+/- 180 meters Scaled)
 AH0731
 AH0731                          SUPERSEDED SURVEY CONTROL
 AH0731
 AH0731  NGVD 29 (??/??/92)   19.289  (m)           63.28   (f) ADJ UNCH    1 2
 AH0731
 AH0731.Superseded values are not recommended for survey control.
 AH0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0731.See file dsdata.txt to determine how the superseded data were derived.
 AH0731
 AH0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR258659(NAD 83)
 AH0731_MARKER: DB = BENCH MARK DISK
 AH0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0731_SP_SET: ABUTMENT
 AH0731_STAMPING: F 176 1950
 AH0731_MARK LOGO: CGS   
 AH0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0731
 AH0731  HISTORY     - Date     Condition        Report By
 AH0731  HISTORY     - 1950     MONUMENTED       CGS
 AH0731  HISTORY     - 1981     GOOD             NGS
 AH0731
 AH0731                          STATION DESCRIPTION
 AH0731
 AH0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0731'3.35 MI NE FROM DRISCOLL.
 AH0731'3.35 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0731'RAILROAD FROM THE STATION AT DRISCOLL, 6 FEET SOUTHEAST OF THE
 AH0731'SOUTHEAST RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 AH0731'THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF BRIDGE 135-1.  NOTE--
 AH0731'NOW THE SOUTHERN PACIFIC LINES.
 AH0731
 AH0731                          STATION RECOVERY (1981)
 AH0731
 AH0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0731'RECOVERED THIS DATE.  NOTE-A WOODEN RAILROAD TIE WAS
 AH0731'REMOVED FOR TEMPORARY ACCESS OF THE BENCH MARKER.  NOTE-12.2 KM
 AH0731'(7.95 MI) SOUTHWEST ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM THE JUNCTION
 AH0731'OF STATE HIGHWAY 44 IN ROBSTOWN, ALSO 5.5 KM (3.4 MI) NORTHEAST ALONG
 AH0731'U.S. HIGHWAY 77 NORTHBOUND FROM THE JUNCTION OF FARM ROAD 665 IN
 AH0731'DRISCOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0942 ***********************************************************************
 AH0942  DESIGNATION -  F 177
 AH0942  PID         -  AH0942
 AH0942  STATE/COUNTY-  TX/NUECES
 AH0942  USGS QUAD   -  ROBSTOWN (1975)
 AH0942
 AH0942                         *CURRENT SURVEY CONTROL
 AH0942  ___________________________________________________________________
 AH0942* NAD 83(1986)-  27 47 36.     (N)    097 42 05.     (W)     SCALED    
 AH0942* NAVD 88     -        24.902  (meters)      81.70   (feet)  ADJUSTED  
 AH0942  ___________________________________________________________________
 AH0942  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH0942  DYNAMIC HT  -          24.863 (meters)      81.57  (feet)  COMP
 AH0942  MODELED GRAV-     979,117.4   (mgal)                       NAVD 88
 AH0942
 AH0942  VERT ORDER  -  FIRST     CLASS II
 AH0942
 AH0942.The horizontal coordinates were scaled from a topographic map and have
 AH0942.an estimated accuracy of +/- 6 seconds.
 AH0942
 AH0942.The orthometric height was determined by differential leveling
 AH0942.and adjusted by the National Geodetic Survey in June 1991..
 AH0942
 AH0942.The geoid height was determined by GEOID03.
 AH0942
 AH0942.The dynamic height is computed by dividing the NAVD 88
 AH0942.geopotential number by the normal gravity value computed on the
 AH0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0942.degrees latitude (g = 980.6199 gals.).
 AH0942
 AH0942.The modeled gravity was interpolated from observed gravity values.
 AH0942
 AH0942;                    North         East    Units  Estimated Accuracy
 AH0942;SPC TX S     - 5,235,870.      378,700.      MT  (+/- 180 meters Scaled)
 AH0942
 AH0942                          SUPERSEDED SURVEY CONTROL
 AH0942
 AH0942  NGVD 29 (??/??/92)   25.033  (m)           82.13   (f) ADJ UNCH    1 2
 AH0942
 AH0942.Superseded values are not recommended for survey control.
 AH0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0942.See file dsdata.txt to determine how the superseded data were derived.
 AH0942
 AH0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR279749(NAD 83)
 AH0942_MARKER: DB = BENCH MARK DISK
 AH0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0942_STAMPING: F 177 1950
 AH0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0942+STABILITY: SURFACE MOTION
 AH0942
 AH0942  HISTORY     - Date     Condition        Report By
 AH0942  HISTORY     - 1950     MONUMENTED       CGS
 AH0942  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0942
 AH0942                          STATION DESCRIPTION
 AH0942
 AH0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0942'2.4 MI W FROM ROBSTOWN.
 AH0942'2.4 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE ST. LOUIS,
 AH0942'BROWNSVILLE AND MEXICO RAILROAD STATION AT ROBSTOWN, 39.1 FEET NORTH
 AH0942'OF THE NORTH RAIL, 39 FEET SOUTH OF THE CENTER LINE OF AN OILED ROAD,
 AH0942'4 FEET EAST OF MILEPOST 143, 2.3 FEET WEST OF A WITNESS POST, 192 FEET
 AH0942'WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, SET IN THE TOP OF A
 AH0942'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AH0942
 AH0942                          STATION RECOVERY (2001)
 AH0942
 AH0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0942'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0454 ***********************************************************************
 AB0454  DESIGNATION -  F 178
 AB0454  PID         -  AB0454
 AB0454  STATE/COUNTY-  TX/CAMERON
 AB0454  USGS QUAD   -  HARLINGEN (1983)
 AB0454
 AB0454                         *CURRENT SURVEY CONTROL
 AB0454  ___________________________________________________________________
 AB0454* NAD 83(1986)-  26 10 14.     (N)    097 42 39.     (W)     SCALED    
 AB0454* NAVD 88     -        13.552  (meters)      44.46   (feet)  ADJUSTED  
 AB0454  ___________________________________________________________________
 AB0454  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AB0454  DYNAMIC HT  -          13.530 (meters)      44.39  (feet)  COMP
 AB0454  MODELED GRAV-     979,031.5   (mgal)                       NAVD 88
 AB0454
 AB0454  VERT ORDER  -  FIRST     CLASS II
 AB0454
 AB0454.The horizontal coordinates were scaled from a topographic map and have
 AB0454.an estimated accuracy of +/- 6 seconds.
 AB0454
 AB0454.The orthometric height was determined by differential leveling
 AB0454.and adjusted by the National Geodetic Survey in June 1991..
 AB0454
 AB0454.The geoid height was determined by GEOID03.
 AB0454
 AB0454.The dynamic height is computed by dividing the NAVD 88
 AB0454.geopotential number by the normal gravity value computed on the
 AB0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0454.degrees latitude (g = 980.6199 gals.).
 AB0454
 AB0454.The modeled gravity was interpolated from observed gravity values.
 AB0454
 AB0454;                    North         East    Units  Estimated Accuracy
 AB0454;SPC TX S     - 5,056,080.      378,900.      MT  (+/- 180 meters Scaled)
 AB0454
 AB0454                          SUPERSEDED SURVEY CONTROL
 AB0454
 AB0454  NGVD 29 (??/??/92)   13.656  (m)           44.80   (f) ADJ UNCH    1 2
 AB0454
 AB0454.Superseded values are not recommended for survey control.
 AB0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0454.See file dsdata.txt to determine how the superseded data were derived.
 AB0454
 AB0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP288952(NAD 83)
 AB0454_MARKER: DB = BENCH MARK DISK
 AB0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0454_STAMPING: F 178 1951
 AB0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0454+STABILITY: SURFACE MOTION
 AB0454
 AB0454  HISTORY     - Date     Condition        Report By
 AB0454  HISTORY     - 1951     MONUMENTED       CGS
 AB0454  HISTORY     - 1954     MARK NOT FOUND   NGS
 AB0454  HISTORY     - 19930212 MARK NOT FOUND   USPSQD
 AB0454  HISTORY     - 19940426 MARK NOT FOUND   USPSQD
 AB0454
 AB0454                          STATION DESCRIPTION
 AB0454
 AB0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0454'2.15 MI SW FROM HARLINGEN.
 AB0454'0.35 MILE WEST ALONG U.S. HIGHWAY 83 SPUR FROM THE ST. LOUIS,
 AB0454'BROWNSVILLE AND MEXICO RAILROAD STATION AT HARLINGEN, THENCE 0.85 MILE
 AB0454'SOUTHEAST ALONG U.S. HIGHWAY 83, THENCE 0.25 MILE SOUTHWEST ALONG AN
 AB0454'OILED ROAD, THENCE 0.7 MILE SOUTHWEST ALONG A GRAVELED ROAD, AT THE
 AB0454'NORTHWEST CORNER OF THE SOUTH HANGAR OF THE HARLINGEN AIRPORT, 8.4
 AB0454'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HANGAR, SET IN THE TOP
 AB0454'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- NOW THE
 AB0454'SOUTHERN PACIFIC LINES.
 AB0454
 AB0454                          STATION RECOVERY (1954)
 AB0454
 AB0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AB0454'MARK NOT FOUND.
 AB0454
 AB0454                          STATION RECOVERY (1993)
 AB0454
 AB0454'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0454'MARK NOT FOUND.
 AB0454
 AB0454                          STATION RECOVERY (1994)
 AB0454
 AB0454'RECOVERY NOTE BY US POWER SQUADRON 1994
 AB0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0506 ***********************************************************************
 AH0506  DESIGNATION -  F 179
 AH0506  PID         -  AH0506
 AH0506  STATE/COUNTY-  TX/KENEDY
 AH0506  USGS QUAD   -  SARITA (1979)
 AH0506
 AH0506                         *CURRENT SURVEY CONTROL
 AH0506  ___________________________________________________________________
 AH0506* NAD 83(1986)-  27 11 35.     (N)    097 47 31.     (W)     SCALED    
 AH0506* NAVD 88     -        10.776  (meters)      35.35   (feet)  ADJUSTED  
 AH0506  ___________________________________________________________________
 AH0506  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AH0506  DYNAMIC HT  -          10.759 (meters)      35.30  (feet)  COMP
 AH0506  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 AH0506
 AH0506  VERT ORDER  -  FIRST     CLASS II
 AH0506
 AH0506.The horizontal coordinates were scaled from a topographic map and have
 AH0506.an estimated accuracy of +/- 6 seconds.
 AH0506
 AH0506.The orthometric height was determined by differential leveling
 AH0506.and adjusted by the National Geodetic Survey in June 1991..
 AH0506
 AH0506.The geoid height was determined by GEOID03.
 AH0506
 AH0506.The dynamic height is computed by dividing the NAVD 88
 AH0506.geopotential number by the normal gravity value computed on the
 AH0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0506.degrees latitude (g = 980.6199 gals.).
 AH0506
 AH0506.The modeled gravity was interpolated from observed gravity values.
 AH0506
 AH0506;                    North         East    Units  Estimated Accuracy
 AH0506;SPC TX S     - 5,169,310.      370,150.      MT  (+/- 180 meters Scaled)
 AH0506
 AH0506                          SUPERSEDED SURVEY CONTROL
 AH0506
 AH0506  NGVD 29 (??/??/92)   10.876  (m)           35.68   (f) ADJ UNCH    1 2
 AH0506
 AH0506.Superseded values are not recommended for survey control.
 AH0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0506.See file dsdata.txt to determine how the superseded data were derived.
 AH0506
 AH0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR196083(NAD 83)
 AH0506_MARKER: DB = BENCH MARK DISK
 AH0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0506_STAMPING: F 179 1951
 AH0506_MARK LOGO: CGS   
 AH0506_PROJECTION: FLUSH
 AH0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0506+STABILITY: SURFACE MOTION
 AH0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0506+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0506
 AH0506  HISTORY     - Date     Condition        Report By
 AH0506  HISTORY     - 1951     MONUMENTED       CGS
 AH0506  HISTORY     - 1974     GOOD             USGS
 AH0506  HISTORY     - 1981     GOOD             NGS
 AH0506  HISTORY     - 1988     GOOD             USPSQD
 AH0506  HISTORY     - 20040204 GOOD             USPSQD
 AH0506
 AH0506                          STATION DESCRIPTION
 AH0506
 AH0506'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 AH0506'2.0 MI S FROM SARITA.
 AH0506'AT INTERSECTION OF U.S. HIGHWAY 77 AND EAST-WEST ROAD AT SARITA,
 AH0506'THENCE 2.0 MILES SOUTH ALONG U.S. HIGHWAY 77, 0.1 MILES SOUTH OF
 AH0506'CENTER OF GATE AND ROAD LEADING EAST, 89 FEET EAST OF CENTER LINE OF
 AH0506'HIGHWAY, 1 FOOT WEST OF ROW FENCE, A DISK SET IN THE TOP OF A CONCRETE
 AH0506'POST 0.5 FOOT ABOVE GROUND.
 AH0506
 AH0506                          STATION RECOVERY (1981)
 AH0506
 AH0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0506'RECOVERED THIS DATE.  NOTE-3.3 KM (2.05 MI) SOUTH ALONG U.S. HIGHWAY
 AH0506'77 SOUTHBOUND FROM THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE
 AH0506'POST OFFICE IN SARITA.
 AH0506
 AH0506                          STATION RECOVERY (1988)
 AH0506
 AH0506'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0506'RECOVERED IN GOOD CONDITION.
 AH0506
 AH0506                          STATION RECOVERY (2004)
 AH0506
 AH0506'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0507 ***********************************************************************
 AH0507  DESIGNATION -  F 179 RESET 1974
 AH0507  PID         -  AH0507
 AH0507  STATE/COUNTY-  TX/KENEDY
 AH0507  USGS QUAD   -  SARITA (1979)
 AH0507
 AH0507                         *CURRENT SURVEY CONTROL
 AH0507  ___________________________________________________________________
 AH0507* NAD 83(1986)-  27 11 33.     (N)    097 47 33.     (W)     SCALED    
 AH0507* NAVD 88     -        10.830  (meters)      35.53   (feet)  ADJUSTED  
 AH0507  ___________________________________________________________________
 AH0507  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AH0507  DYNAMIC HT  -          10.813 (meters)      35.48  (feet)  COMP
 AH0507  MODELED GRAV-     979,090.0   (mgal)                       NAVD 88
 AH0507
 AH0507  VERT ORDER  -  FIRST     CLASS II
 AH0507
 AH0507.The horizontal coordinates were scaled from a topographic map and have
 AH0507.an estimated accuracy of +/- 6 seconds.
 AH0507
 AH0507.The orthometric height was determined by differential leveling
 AH0507.and adjusted by the National Geodetic Survey in June 1991..
 AH0507
 AH0507.The geoid height was determined by GEOID03.
 AH0507
 AH0507.The dynamic height is computed by dividing the NAVD 88
 AH0507.geopotential number by the normal gravity value computed on the
 AH0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0507.degrees latitude (g = 980.6199 gals.).
 AH0507
 AH0507.The modeled gravity was interpolated from observed gravity values.
 AH0507
 AH0507;                    North         East    Units  Estimated Accuracy
 AH0507;SPC TX S     - 5,169,250.      370,100.      MT  (+/- 180 meters Scaled)
 AH0507
 AH0507                          SUPERSEDED SURVEY CONTROL
 AH0507
 AH0507.No superseded survey control is available for this station.
 AH0507
 AH0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR196083(NAD 83)
 AH0507_MARKER: DB = BENCH MARK DISK
 AH0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0507_STAMPING: F 179 RESET 1974
 AH0507_MARK LOGO: NGS   
 AH0507_PROJECTION: FLUSH
 AH0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0507+STABILITY: SURFACE MOTION
 AH0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0507+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0507
 AH0507  HISTORY     - Date     Condition        Report By
 AH0507  HISTORY     - 1974     MONUMENTED       NGS
 AH0507  HISTORY     - 1981     GOOD             NGS
 AH0507  HISTORY     - 20040204 GOOD             USPSQD
 AH0507
 AH0507                          STATION DESCRIPTION
 AH0507
 AH0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0507'2.0 MI S FROM SARITA.
 AH0507'FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN SURFACE ROAD FOR 0.15
 AH0507'MILE TO THE INTERSECTION OF U.S. HWY. 77.  TURN RIGHT AND GO SOUTH ON
 AH0507'U.S. HWY. 77 FOR 2.1 MILES TO MARK ON THE RIGHT.  STANDARD BENCH MARK
 AH0507'DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT
 AH0507'8-INCHES AND IS STAMPED F 179 RESET 1974.  IT IS 89 FEET WEST OF THE
 AH0507'CENTER-LINE OF U.S. HWY. 77, 2.6 FEET NORTH OF A 10-INCH BRACED
 AH0507'FENCE-POST, 2 FEET SOUTH OF A METAL WITNESS POST AND 0.5 FEET EAST OF
 AH0507'THE FENCE-LINE.
 AH0507
 AH0507                          STATION RECOVERY (1981)
 AH0507
 AH0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0507'RECOVERED THIS DATE.  NOTE-3.3 KM (2.05 MI) SOUTH ALONG U.S. HIGHWAY
 AH0507'77 SOUTHBOUND FROM THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE
 AH0507'POST OFFICE IN SARITA.
 AH0507
 AH0507                          STATION RECOVERY (2004)
 AH0507
 AH0507'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0608 ***********************************************************************
 CD0608  DESIGNATION -  F 18
 CD0608  PID         -  CD0608
 CD0608  STATE/COUNTY-  TX/HUDSPETH
 CD0608  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0608
 CD0608                         *CURRENT SURVEY CONTROL
 CD0608  ___________________________________________________________________
 CD0608* NAD 83(1986)-  31 14 58.     (N)    105 32 28.     (W)     SCALED    
 CD0608* NAVD 88     -      1287.592  (meters)    4224.37   (feet)  ADJUSTED  
 CD0608  ___________________________________________________________________
 CD0608  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CD0608  DYNAMIC HT  -        1285.557 (meters)    4217.70  (feet)  COMP
 CD0608  MODELED GRAV-     979,015.4   (mgal)                       NAVD 88
 CD0608
 CD0608  VERT ORDER  -  FIRST     CLASS II
 CD0608
 CD0608.The horizontal coordinates were scaled from a topographic map and have
 CD0608.an estimated accuracy of +/- 6 seconds.
 CD0608
 CD0608.The orthometric height was determined by differential leveling
 CD0608.and adjusted by the National Geodetic Survey in June 1991..
 CD0608
 CD0608.The geoid height was determined by GEOID03.
 CD0608
 CD0608.The dynamic height is computed by dividing the NAVD 88
 CD0608.geopotential number by the normal gravity value computed on the
 CD0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0608.degrees latitude (g = 980.6199 gals.).
 CD0608
 CD0608.The modeled gravity was interpolated from observed gravity values.
 CD0608
 CD0608;                    North         East    Units  Estimated Accuracy
 CD0608;SPC TX C     - 3,187,070.      204,170.      MT  (+/- 180 meters Scaled)
 CD0608
 CD0608                          SUPERSEDED SURVEY CONTROL
 CD0608
 CD0608  NGVD 29 (??/??/92) 1287.012  (m)         4222.47   (f) ADJ UNCH    1 2
 CD0608
 CD0608.Superseded values are not recommended for survey control.
 CD0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0608.See file dsdata.txt to determine how the superseded data were derived.
 CD0608
 CD0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ484573(NAD 83)
 CD0608_MARKER: P = PIPE CAP
 CD0608_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0608_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0608_STAMPING: F 18 ELEV 4222.557 FT
 CD0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0608
 CD0608  HISTORY     - Date     Condition        Report By
 CD0608  HISTORY     - UNK      MONUMENTED       CGS
 CD0608  HISTORY     - 1956     GOOD             NGS
 CD0608
 CD0608                          STATION DESCRIPTION
 CD0608
 CD0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0608'7.6 MI E FROM FINLAY.
 CD0608'7.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0608'SECTION FOREMANS HOUSE AT FINLAY, 1.0 MILE NORTHWEST OF THE STATION
 CD0608'SIGN AT TORCER, 0.3 MILE NORTHWEST OF BENCH MARK MALONE 1934 AZIMUTH,
 CD0608'35.8 FEET WEST OF THE WEST RAIL, 38 FEET NORTH OF THE 3RD POLE SOUTH
 CD0608'OF MILEPOST 751, 83.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CD0608'CONCRETE FOUNDATION OF SEMAPHORE 751.0, 8.3 FEET EAST OF A FENCE, 1.7
 CD0608'FEET NORTH OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON
 CD0608'PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3131 ***********************************************************************
 AW3131  DESIGNATION -  F 18
 AW3131  PID         -  AW3131
 AW3131  STATE/COUNTY-  TX/CHAMBERS
 AW3131  USGS QUAD   -  WHITES BAYOU (1994)
 AW3131
 AW3131                         *CURRENT SURVEY CONTROL
 AW3131  ___________________________________________________________________
 AW3131* NAD 83(1986)-  29 53 19.     (N)    094 36 44.     (W)     SCALED    
 AW3131* NAVD 88     -         9.45   (+/-2cm)      31.0    (feet)  VERTCON   
 AW3131  ___________________________________________________________________
 AW3131  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW3131
 AW3131  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3131
 AW3131.The horizontal coordinates were scaled from a topographic map and have
 AW3131.an estimated accuracy of +/- 6 seconds.
 AW3131
 AW3131.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3131.The vertical order pertains to the NGVD 29 superseded value.
 AW3131
 AW3131.The geoid height was determined by GEOID03.
 AW3131
 AW3131;                    North         East    Units  Estimated Accuracy
 AW3131;SPC TXSC     - 4,235,730.    1,023,700.      MT  (+/- 180 meters Scaled)
 AW3131
 AW3131                          SUPERSEDED SURVEY CONTROL
 AW3131
 AW3131  NGVD 29 (??/??/92)    9.450  (m)           31.00   (f) ADJ UNCH    1 2
 AW3131
 AW3131.Superseded values are not recommended for survey control.
 AW3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3131.See file dsdata.txt to determine how the superseded data were derived.
 AW3131
 AW3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP443075(NAD 83)
 AW3131_MARKER: DD = SURVEY DISK
 AW3131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3131_STAMPING: F 18
 AW3131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3131+STABILITY: SURFACE MOTION
 AW3131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3131+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3131
 AW3131  HISTORY     - Date     Condition        Report By
 AW3131  HISTORY     - UNK      MONUMENTED       TXRD
 AW3131  HISTORY     - 1973     GOOD             NGS
 AW3131  HISTORY     - 19980126 GOOD             USPSQD
 AW3131  HISTORY     - 20010331 GOOD             NGS
 AW3131  HISTORY     - 20040220 GOOD             USPSQD
 AW3131  HISTORY     - 20060121 GOOD             USPSQD
 AW3131
 AW3131                          STATION DESCRIPTION
 AW3131
 AW3131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3131'2.1 MI N FROM HANKAMER.
 AW3131'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF CHRIST
 AW3131'AT HANKAMER, AT THE LIBERTY-CHAMBERS COUNTY LINE, 117 FEET EAST OF THE
 AW3131'CENTER LINE OF THE HIGHWAY ON THE SOUTH BANK OF A SMALL DITCH, 41 1/2
 AW3131'FEET EAST OF THE BASE OF THE COUNTY LINE MARKER, 41 FEET EAST OF A
 AW3131'FENCE, 4 FEET NORTH OF A 20-INCH GUM TREE, 41 1/2 FEET EAST OF A METAL
 AW3131'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 AW3131'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW3131
 AW3131                          STATION RECOVERY (1998)
 AW3131
 AW3131'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3131'RECOVERED IN GOOD CONDITION.
 AW3131
 AW3131                          STATION RECOVERY (2001)
 AW3131
 AW3131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3131'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3131
 AW3131                          STATION RECOVERY (2004)
 AW3131
 AW3131'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3131'RECOVERED IN GOOD CONDITION.
 AW3131
 AW3131                          STATION RECOVERY (2006)
 AW3131
 AW3131'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3131'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0148 ***********************************************************************
 CE0148  DESIGNATION -  F 180
 CE0148  PID         -  CE0148
 CE0148  STATE/COUNTY-  TX/EL PASO
 CE0148  USGS QUAD   -  FORT BLISS SE (1994)
 CE0148
 CE0148                         *CURRENT SURVEY CONTROL
 CE0148  ___________________________________________________________________
 CE0148* NAD 83(1986)-  31 48 29.     (N)    106 15 21.     (W)     SCALED    
 CE0148* NAVD 88     -      1220.781  (meters)    4005.18   (feet)  ADJUSTED  
 CE0148  ___________________________________________________________________
 CE0148  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CE0148  DYNAMIC HT  -        1218.914 (meters)    3999.05  (feet)  COMP
 CE0148  MODELED GRAV-     979,068.2   (mgal)                       NAVD 88
 CE0148
 CE0148  VERT ORDER  -  FIRST     CLASS II
 CE0148
 CE0148.The horizontal coordinates were scaled from a topographic map and have
 CE0148.an estimated accuracy of +/- 6 seconds.
 CE0148
 CE0148.The orthometric height was determined by differential leveling
 CE0148.and adjusted by the National Geodetic Survey in June 1991..
 CE0148.WARNING-Repeat measurements at this control monument indicate possible
 CE0148.vertical movement.
 CE0148
 CE0148.The geoid height was determined by GEOID03.
 CE0148
 CE0148.The dynamic height is computed by dividing the NAVD 88
 CE0148.geopotential number by the normal gravity value computed on the
 CE0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0148.degrees latitude (g = 980.6199 gals.).
 CE0148
 CE0148.The modeled gravity was interpolated from observed gravity values.
 CE0148
 CE0148;                    North         East    Units  Estimated Accuracy
 CE0148;SPC TX C     - 3,252,320.      139,480.      MT  (+/- 180 meters Scaled)
 CE0148
 CE0148                          SUPERSEDED SURVEY CONTROL
 CE0148
 CE0148  NGVD 29 (??/??/92) 1220.086  (m)         4002.90   (f) ADJ UNCH    1 2
 CE0148
 CE0148.Superseded values are not recommended for survey control.
 CE0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0148.See file dsdata.txt to determine how the superseded data were derived.
 CE0148
 CE0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR811198(NAD 83)
 CE0148_MARKER: DB = BENCH MARK DISK
 CE0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0148_STAMPING: F 180 1933
 CE0148_PROJECTION: PROJECTING 35 CENTIMETERS
 CE0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0148+STABILITY: SURFACE MOTION
 CE0148
 CE0148  HISTORY     - Date     Condition        Report By
 CE0148  HISTORY     - 1933     MONUMENTED       CGS
 CE0148  HISTORY     - 1958     GOOD             NGS
 CE0148  HISTORY     - 1972     GOOD             NGS
 CE0148  HISTORY     - 1981     GOOD             NGS
 CE0148  HISTORY     - 19921117 MARK NOT FOUND   NGS
 CE0148
 CE0148                          STATION DESCRIPTION
 CE0148
 CE0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0148'9.8 MI E FROM EL PASO.
 CE0148'ABOUT 9.8 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0148'OF LOOP 16 AT EL PASO, 38 FEET SOUTH OF THE CENTER LINE OF THE
 CE0148'HIGHWAY, 1 1/2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT 2 FEET
 CE0148'BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CE0148'PROJECTING 1 FOOT.
 CE0148
 CE0148                          STATION RECOVERY (1972)
 CE0148
 CE0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CE0148'RECOVERED IN GOOD CONDITION.
 CE0148
 CE0148                          STATION RECOVERY (1981)
 CE0148
 CE0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0148'16.4 KM (10.2 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANA
 CE0148'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO, AT THE
 CE0148'EVERGREEN CEMETERY EAST, IN THE MEDIAN OF THE HIGHWAY, 40.2 METERS
 CE0148'(132.0 FT) EAST OF THE EXTENDED CENTER OF THE EAST ENTRANCE TO THE
 CE0148'CEMETERY, 33.8 METERS (111.0 FT) SOUTHEAST OF BM F 180 RESET 1972,
 CE0148'18.6 METERS (61.0 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND
 CE0148'LANES OF THE HIGHWAY AND 11.6 METERS (38.0 FT) SOUTH OF THE CENTERLINE
 CE0148'OF THE WEST BOUND LANES OF THE HIGHWAY.
 CE0148'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0148
 CE0148                          STATION RECOVERY (1992)
 CE0148
 CE0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0148'THE MONUMENT WAS FOUND ON ITS SIDE WITH THE TOP BROKEN OFF.  ASSUMED
 CE0148'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0149 ***********************************************************************
 CE0149  DESIGNATION -  F 180 RESET
 CE0149  PID         -  CE0149
 CE0149  STATE/COUNTY-  TX/EL PASO
 CE0149  USGS QUAD   -  FORT BLISS SE (1994)
 CE0149
 CE0149                         *CURRENT SURVEY CONTROL
 CE0149  ___________________________________________________________________
 CE0149* NAD 83(1986)-  31 48 30.     (N)    106 15 21.     (W)     SCALED    
 CE0149* NAVD 88     -      1220.394  (meters)    4003.91   (feet)  ADJUSTED  
 CE0149  ___________________________________________________________________
 CE0149  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CE0149  DYNAMIC HT  -        1218.527 (meters)    3997.78  (feet)  COMP
 CE0149  MODELED GRAV-     979,068.2   (mgal)                       NAVD 88
 CE0149
 CE0149  VERT ORDER  -  FIRST     CLASS I
 CE0149
 CE0149.The horizontal coordinates were scaled from a topographic map and have
 CE0149.an estimated accuracy of +/- 6 seconds.
 CE0149
 CE0149.The orthometric height was determined by differential leveling
 CE0149.and adjusted by the National Geodetic Survey in November 1996..
 CE0149
 CE0149.The geoid height was determined by GEOID03.
 CE0149
 CE0149.The dynamic height is computed by dividing the NAVD 88
 CE0149.geopotential number by the normal gravity value computed on the
 CE0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0149.degrees latitude (g = 980.6199 gals.).
 CE0149
 CE0149.The modeled gravity was interpolated from observed gravity values.
 CE0149
 CE0149;                    North         East    Units  Estimated Accuracy
 CE0149;SPC TX C     - 3,252,350.      139,480.      MT  (+/- 180 meters Scaled)
 CE0149
 CE0149                          SUPERSEDED SURVEY CONTROL
 CE0149
 CE0149  NAVD 88 (06/15/91) 1220.379  (m)         4003.86   (f) UNKNOWN     1 1
 CE0149
 CE0149.Superseded values are not recommended for survey control.
 CE0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0149.See file dsdata.txt to determine how the superseded data were derived.
 CE0149
 CE0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR811198(NAD 83)
 CE0149_MARKER: DV = VERTICAL CONTROL DISK
 CE0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0149_SP_SET: CONCRETE POST
 CE0149_STAMPING: F 180 RESET 1972
 CE0149_MARK LOGO: NGS   
 CE0149_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0149+STABILITY: SURFACE MOTION
 CE0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0149+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 CE0149
 CE0149  HISTORY     - Date     Condition        Report By
 CE0149  HISTORY     - 1972     MONUMENTED       NGS
 CE0149  HISTORY     - 1981     GOOD             NGS
 CE0149  HISTORY     - 19921117 GOOD             NGS
 CE0149  HISTORY     - 20030620 GOOD             NGS
 CE0149
 CE0149                          STATION DESCRIPTION
 CE0149
 CE0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CE0149'10 MI ENE FROM EL PASO.
 CE0149'FROM THE INTERSECTION OF MONTANA AVE. (U.S. HWYS. 62 AND 180) AND
 CE0149'AIRPORT ROAD, WHICH IS LOCATED ON THE EAST EDGE OF EL PASO.  GO
 CE0149'EASTERLY ON MONTANA AVE. (U.S. HWYS. 62 AND 180) FOR 8.0 MILES TO MARK
 CE0149'ON THE LEFT AND ENTRANCE TO THE EVERGREEN CEMETERY ON THE RIGHT.  A
 CE0149'STANDARD BENCH MARK, SET IN THE TOP OF A ROUND CONRETE POST THAT
 CE0149'PROJECTS 8-INCHES AND IS STAMPED F 180 RESET 1972.  IT IS 49 FEET
 CE0149'NORTH OF THE CENTER-LINE OF HIGHWAY, 7 FEET SOUTHWEST OF THE SOUTHWEST
 CE0149'END OF A LARGE BILL-BOARD, 3 FEET EAST OF A UTILITY POLE AND 2.4 FEET
 CE0149'WEST OF A METAL WITNESS POST.  ACROSS THE HIGHWAY FROM THE EVERGREEN
 CE0149'CEMETERY.
 CE0149
 CE0149                          STATION RECOVERY (1981)
 CE0149
 CE0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0149'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CE0149'16.4 KM (10.2 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0149'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO, AT
 CE0149'THE EVERGREEN CEMETERY EAST, 33.8 METERS (111.0 FT) NORTHWEST OF
 CE0149'BM F 180, 18.6 METERS (61.0 FT) EAST OF THE EXTENDED CENTER OF
 CE0149'OF THE WEST ENTRANCE ROAD TO THE CEMETERY, 15.0 METERS (49.2 FT)
 CE0149'NORTH OF THE WEST BOUND LANES OF THE HIGHWAY AND 1.2 METERS (3.8 FT)
 CE0149'EAST OF A UTILITY POLE.
 CE0149'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 CE0149
 CE0149                          STATION RECOVERY (1992)
 CE0149
 CE0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0149'16.3 KM (10.10 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0149'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 18.6 M (61.0 FT) EAST
 CE0149'OF THE EXTENDED CENTER OF THE EAST ENTRANCE TO THE EVERGREEN
 CE0149'CEMETERY, 15.0 M (49.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 CE0149'LANES OF THE HIGHWAY, 1.2 M (3.9 FT) EAST OF A UTILITY POLE, 0.8 M
 CE0149'(2.6 FT) WEST OF A WITNESS POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 CE0149'THE HIGHWAY, AND THE MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE
 CE0149'GROUND SURFACE.
 CE0149
 CE0149                          STATION RECOVERY (2003)
 CE0149
 CE0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0149'STATION IS 0.7 MI EAST OF TX LOOP 375.  GRAVITY BASE STAITON 'EL PASO'
 CE0149'= DOD 0479-7, HUS 712 IS ABOUT 25 YARDS EAST OF BM, AND IS UNMARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0705 ***********************************************************************
 CD0705  DESIGNATION -  F 181 RESET 1943
 CD0705  PID         -  CD0705
 CD0705  STATE/COUNTY-  TX/HUDSPETH
 CD0705  USGS QUAD   -  MOLESWORTH MESA NORTH (1979)
 CD0705
 CD0705                         *CURRENT SURVEY CONTROL
 CD0705  ___________________________________________________________________
 CD0705* NAD 83(1986)-  31 47 18.     (N)    105 31 26.     (W)     SCALED    
 CD0705* NAVD 88     -      1332.478  (meters)    4371.64   (feet)  ADJUSTED  
 CD0705  ___________________________________________________________________
 CD0705  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0705  DYNAMIC HT  -        1330.433 (meters)    4364.93  (feet)  COMP
 CD0705  MODELED GRAV-     979,058.1   (mgal)                       NAVD 88
 CD0705
 CD0705  VERT ORDER  -  FIRST     CLASS II
 CD0705
 CD0705.The horizontal coordinates were scaled from a topographic map and have
 CD0705.an estimated accuracy of +/- 6 seconds.
 CD0705
 CD0705.The orthometric height was determined by differential leveling
 CD0705.and adjusted by the National Geodetic Survey in June 1991..
 CD0705
 CD0705.The geoid height was determined by GEOID03.
 CD0705
 CD0705.The dynamic height is computed by dividing the NAVD 88
 CD0705.geopotential number by the normal gravity value computed on the
 CD0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0705.degrees latitude (g = 980.6199 gals.).
 CD0705
 CD0705.The modeled gravity was interpolated from observed gravity values.
 CD0705
 CD0705;                    North         East    Units  Estimated Accuracy
 CD0705;SPC TX C     - 3,246,670.      208,600.      MT  (+/- 180 meters Scaled)
 CD0705
 CD0705                          SUPERSEDED SURVEY CONTROL
 CD0705
 CD0705.No superseded survey control is available for this station.
 CD0705
 CD0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR504170(NAD 83)
 CD0705_MARKER: DB = BENCH MARK DISK
 CD0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0705_STAMPING: F 181 1933 RESET 1943
 CD0705_PROJECTION: PROJECTING 15 CENTIMETERS
 CD0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0705+STABILITY: SURFACE MOTION
 CD0705
 CD0705  HISTORY     - Date     Condition        Report By
 CD0705  HISTORY     - 1943     MONUMENTED       CGS
 CD0705  HISTORY     - 1981     GOOD             NGS
 CD0705
 CD0705                          STATION DESCRIPTION
 CD0705
 CD0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0705'60.2 MI E FROM EL PASO.
 CD0705'IN HUDSPETH COUNTY, 60.2 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0705'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 0.5 MILE EAST OF A
 CD0705'STATE HIGHWAY MAINTENANCE STATION, AND 58 FEET SOUTH OF THE CENTERLINE
 CD0705'OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 181 1933 RESET 1943 AND
 CD0705'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 CD0705
 CD0705                          STATION RECOVERY (1981)
 CD0705
 CD0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0705'89.6 KM (55.65 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0705'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0705'0.6 KM (0.4 MI) EAST OF A STATE HIGHWAY MAINTENANCE YARD AND GARAGE,
 CD0705'0.6 KM (0.4 MI) WEST OF A FIELD ROAD LEADING SOUTH, 17.7 METERS
 CD0705'(58.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2.2
 CD0705'METERS (7.2 FT) SOUTH-SOUTHWEST OF A FENCE.
 CD0705'THE MARK IS 2.3 METERS  S FROM A WITNESS POST.
 CD0705'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0318 ***********************************************************************
 CD0318  DESIGNATION -  F 182
 CD0318  PID         -  CD0318
 CD0318  STATE/COUNTY-  TX/CULBERSON
 CD0318  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0318
 CD0318                         *CURRENT SURVEY CONTROL
 CD0318  ___________________________________________________________________
 CD0318* NAD 83(1986)-  31 54 12.     (N)    104 44 19.     (W)     SCALED    
 CD0318* NAVD 88     -      1468.841  (meters)    4819.02   (feet)  ADJUSTED  
 CD0318  ___________________________________________________________________
 CD0318  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 CD0318  DYNAMIC HT  -        1466.561 (meters)    4811.54  (feet)  COMP
 CD0318  MODELED GRAV-     979,034.8   (mgal)                       NAVD 88
 CD0318
 CD0318  VERT ORDER  -  FIRST     CLASS I
 CD0318
 CD0318.The horizontal coordinates were scaled from a topographic map and have
 CD0318.an estimated accuracy of +/- 6 seconds.
 CD0318
 CD0318.The orthometric height was determined by differential leveling
 CD0318.and adjusted by the National Geodetic Survey in June 1991..
 CD0318
 CD0318.The geoid height was determined by GEOID03.
 CD0318
 CD0318.The dynamic height is computed by dividing the NAVD 88
 CD0318.geopotential number by the normal gravity value computed on the
 CD0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0318.degrees latitude (g = 980.6199 gals.).
 CD0318
 CD0318.The modeled gravity was interpolated from observed gravity values.
 CD0318
 CD0318;                    North         East    Units  Estimated Accuracy
 CD0318;SPC TX C     - 3,256,210.      283,400.      MT  (+/- 180 meters Scaled)
 CD0318
 CD0318                          SUPERSEDED SURVEY CONTROL
 CD0318
 CD0318  NGVD 29 (??/??/92) 1468.231  (m)         4817.02   (f) ADJ UNCH    1 1
 CD0318
 CD0318.Superseded values are not recommended for survey control.
 CD0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0318.See file dsdata.txt to determine how the superseded data were derived.
 CD0318
 CD0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER247297(NAD 83)
 CD0318_MARKER: DB = BENCH MARK DISK
 CD0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0318_STAMPING: F 182 1933
 CD0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0318+STABILITY: SURFACE MOTION
 CD0318
 CD0318  HISTORY     - Date     Condition        Report By
 CD0318  HISTORY     - 1933     MONUMENTED       CGS
 CD0318  HISTORY     - 1943     GOOD             NGS
 CD0318  HISTORY     - 1977     GOOD             NGS
 CD0318
 CD0318                          STATION DESCRIPTION
 CD0318
 CD0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CD0318'116.1 MI E FROM EL PASO.
 CD0318'IN CULBERSON COUNTY, 116.1 MILES EAST OF THE CITY HALL AT EL PASO, EL
 CD0318'PASO COUNTY, 4.7 MILES NORTHEAST ALONG THE 1933 ROUTE OF U.S. HIGHWAY
 CD0318'62 FROM PINE SPRINGS, 0.3 MILE SOUTHWEST OF THE CHERRY CREEK CROSSING,
 CD0318'ABOUT 200 FEET NORTHEAST OF AN IRON CULVERT, AND 65 FEET NORTHWEST OF
 CD0318'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 182 1933 AND
 CD0318'SET IN THE TOP OF A CONCRETE POST PROJECTING 16 INCHES ABOVE GROUND.
 CD0318
 CD0318                          STATION RECOVERY (1977)
 CD0318
 CD0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0318'0.15 MILE EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0318'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 4.55 MILE
 CD0318'NORTHEAST, THROUGH A STEEL GATE, ALONG A ROCKY ROAD (OLD HIGHWAY 62),
 CD0318'0.3 MILE SOUTHWEST OF THE CROSSING OF CHERRY CREEK,
 CD0318'0.25 MILE NORTHEAST OF A FENCE AND GATE CROSSING THE ROAD,
 CD0318'65 FT. NORTHWEST OF THE CENTER LINE OF THE ROAD,
 CD0318'215 FT. NORTH-NORTHEAST OF THE NORTH END OF A 30-INCH CORRUGATED
 CD0318'STEEL PIPE CULVERT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1816 ***********************************************************************
 CS1816  DESIGNATION -  F 183
 CS1816  PID         -  CS1816
 CS1816  STATE/COUNTY-  TX/TARRANT
 CS1816  USGS QUAD   -  KENNEDALE (1981)
 CS1816
 CS1816                         *CURRENT SURVEY CONTROL
 CS1816  ___________________________________________________________________
 CS1816* NAD 83(1986)-  32 42 23.     (N)    097 08 52.     (W)     SCALED    
 CS1816* NAVD 88     -       179.607  (meters)     589.26   (feet)  ADJUSTED  
 CS1816  ___________________________________________________________________
 CS1816  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CS1816  DYNAMIC HT  -         179.398 (meters)     588.57  (feet)  COMP
 CS1816  MODELED GRAV-     979,469.1   (mgal)                       NAVD 88
 CS1816
 CS1816  VERT ORDER  -  FIRST     CLASS II
 CS1816
 CS1816.The horizontal coordinates were scaled from a topographic map and have
 CS1816.an estimated accuracy of +/- 6 seconds.
 CS1816
 CS1816.The orthometric height was determined by differential leveling
 CS1816.and adjusted by the National Geodetic Survey in June 1991..
 CS1816
 CS1816.The geoid height was determined by GEOID03.
 CS1816
 CS1816.The dynamic height is computed by dividing the NAVD 88
 CS1816.geopotential number by the normal gravity value computed on the
 CS1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1816.degrees latitude (g = 980.6199 gals.).
 CS1816
 CS1816.The modeled gravity was interpolated from observed gravity values.
 CS1816
 CS1816;                    North         East    Units  Estimated Accuracy
 CS1816;SPC TXNC     - 2,116,110.      726,770.      MT  (+/- 180 meters Scaled)
 CS1816
 CS1816                          SUPERSEDED SURVEY CONTROL
 CS1816
 CS1816  NGVD 29 (??/??/92)  179.603  (m)          589.25   (f) ADJ UNCH    1 2
 CS1816
 CS1816.Superseded values are not recommended for survey control.
 CS1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1816.See file dsdata.txt to determine how the superseded data were derived.
 CS1816
 CS1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB736202(NAD 83)
 CS1816_MARKER: DB = BENCH MARK DISK
 CS1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1816_STAMPING: F 183 1952
 CS1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1816+STABILITY: SURFACE MOTION
 CS1816
 CS1816  HISTORY     - Date     Condition        Report By
 CS1816  HISTORY     - 1952     MONUMENTED       CGS
 CS1816  HISTORY     - 1963     GOOD             NGS
 CS1816  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 CS1816  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1816  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1816
 CS1816                          STATION DESCRIPTION
 CS1816
 CS1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1816'4.6 MI SW FROM ARLINGTON.
 CS1816'AT LUCAS AIRPORT, TARRANT COUNTY, AT THE ENTRANCE, 93 FEET NORTHWEST
 CS1816'OF THE NORTHWEST CORNER OF THE OFFICE, 57 FEET WEST OF THE CENTER OF
 CS1816'THE ENTRANCE, 38 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST
 CS1816'OILED ROAD, UNDER A LINE OF POLES, AND 1 FOOT SOUTH OF A FENCE.  A
 CS1816'STANDARD DISK, STAMPED F 183 1952 AND SET IN THE TOP OF A CONCRETE
 CS1816'POST FLUSH WITH THE GROUND.  NOTE-- THE FENCE AND POLES ARE GONE.
 CS1816'THERE ARE NOW TWO ENTRANCES TO AIRPORT.  THE DISTANCE ABOVE APPLY TO
 CS1816'THE EAST ENTRANCE.  THE MARK IS ABOUT 60 YARDS EAST OF A WHITE CINDER
 CS1816'BLOCK BUILDING WHICH IS LOCATED AT BOWEN ROAD AND ARKANSAS LANE ROAD.
 CS1816'THIS BENCH MARK MAY BE REACHED FROM THE ARLINGTON STATE BANK BY GOING
 CS1816'WEST ON ABRAM STREET 1.6 MILES TO FIELDER ROAD, THENCE SOUTH ON
 CS1816'FIELDER ROAD 2.0 MILES TO ARKANSAS LANE ROAD, THENCE WEST ON ARKANSAS
 CS1816'LANE ROAD 1.0 MILE TO BENCH MARK ON THE LEFT.
 CS1816
 CS1816                          STATION RECOVERY (1980)
 CS1816
 CS1816'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CS1816'MARK NOT FOUND.
 CS1816
 CS1816                          STATION RECOVERY (1990)
 CS1816
 CS1816'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAP)
 CS1816'MARK NOT FOUND.
 CS1816
 CS1816                          STATION RECOVERY (1996)
 CS1816
 CS1816'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0199 ***********************************************************************
 CS0199  DESIGNATION -  F 184
 CS0199  PID         -  CS0199
 CS0199  STATE/COUNTY-  TX/KAUFMAN
 CS0199  USGS QUAD   -  FORNEY SOUTH (1973)
 CS0199
 CS0199                         *CURRENT SURVEY CONTROL
 CS0199  ___________________________________________________________________
 CS0199* NAD 83(1986)-  32 44 22.     (N)    096 24 35.     (W)     SCALED    
 CS0199* NAVD 88     -       147.344  (meters)     483.41   (feet)  ADJUSTED  
 CS0199  ___________________________________________________________________
 CS0199  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0199  DYNAMIC HT  -         147.181 (meters)     482.88  (feet)  COMP
 CS0199  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 CS0199
 CS0199  VERT ORDER  -  SECOND    CLASS 0
 CS0199
 CS0199.The horizontal coordinates were scaled from a topographic map and have
 CS0199.an estimated accuracy of +/- 6 seconds.
 CS0199
 CS0199.The orthometric height was determined by differential leveling
 CS0199.and adjusted by the National Geodetic Survey in June 1991..
 CS0199
 CS0199.The geoid height was determined by GEOID03.
 CS0199
 CS0199.The dynamic height is computed by dividing the NAVD 88
 CS0199.geopotential number by the normal gravity value computed on the
 CS0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0199.degrees latitude (g = 980.6199 gals.).
 CS0199
 CS0199.The modeled gravity was interpolated from observed gravity values.
 CS0199
 CS0199;                    North         East    Units  Estimated Accuracy
 CS0199;SPC TXNC     - 2,120,910.      795,880.      MT  (+/- 180 meters Scaled)
 CS0199
 CS0199                          SUPERSEDED SURVEY CONTROL
 CS0199
 CS0199  NGVD 29 (??/??/92)  147.358  (m)          483.46   (f) ADJ UNCH    2 0
 CS0199
 CS0199.Superseded values are not recommended for survey control.
 CS0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0199.See file dsdata.txt to determine how the superseded data were derived.
 CS0199
 CS0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB427253(NAD 83)
 CS0199_MARKER: DB = BENCH MARK DISK
 CS0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0199_SP_SET: BRIDGE
 CS0199_STAMPING: F 184 1952
 CS0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0199
 CS0199  HISTORY     - Date     Condition        Report By
 CS0199  HISTORY     - 1952     MONUMENTED       CGS
 CS0199
 CS0199                          STATION DESCRIPTION
 CS0199
 CS0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0199'3.5 MI E FROM FORNEY.
 CS0199'3.5 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0199'AT FORNEY, 68 FEET NORTH OF THE NORTHWEST CORNER OF TRESTLE 190.3, 11
 CS0199'POLES WEST OF MILEPOST 190, 16 FEET SOUTH OF THE CENTER LINE OF U.S.
 CS0199'HIGHWAY 80, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST WINGWALL OF
 CS0199'A 30 FOOT CONCRETE HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0162 ***********************************************************************
 CS0162  DESIGNATION -  F 185
 CS0162  PID         -  CS0162
 CS0162  STATE/COUNTY-  TX/KAUFMAN
 CS0162  USGS QUAD   -  WILLS POINT (1981)
 CS0162
 CS0162                         *CURRENT SURVEY CONTROL
 CS0162  ___________________________________________________________________
 CS0162* NAD 83(1986)-  32 42 52.     (N)    096 06 11.     (W)     SCALED    
 CS0162* NAVD 88     -       161.620  (meters)     530.25   (feet)  ADJUSTED  
 CS0162  ___________________________________________________________________
 CS0162  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0162  DYNAMIC HT  -         161.439 (meters)     529.65  (feet)  COMP
 CS0162  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 CS0162
 CS0162  VERT ORDER  -  SECOND    CLASS 0
 CS0162
 CS0162.The horizontal coordinates were scaled from a topographic map and have
 CS0162.an estimated accuracy of +/- 6 seconds.
 CS0162
 CS0162.The orthometric height was determined by differential leveling
 CS0162.and adjusted by the National Geodetic Survey in June 1991..
 CS0162
 CS0162.The geoid height was determined by GEOID03.
 CS0162
 CS0162.The dynamic height is computed by dividing the NAVD 88
 CS0162.geopotential number by the normal gravity value computed on the
 CS0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0162.degrees latitude (g = 980.6199 gals.).
 CS0162
 CS0162.The modeled gravity was interpolated from observed gravity values.
 CS0162
 CS0162;                    North         East    Units  Estimated Accuracy
 CS0162;SPC TXNC     - 2,118,750.      824,680.      MT  (+/- 180 meters Scaled)
 CS0162
 CS0162                          SUPERSEDED SURVEY CONTROL
 CS0162
 CS0162  NGVD 29 (??/??/92)  161.625  (m)          530.26   (f) ADJ UNCH    2 0
 CS0162
 CS0162.Superseded values are not recommended for survey control.
 CS0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0162.See file dsdata.txt to determine how the superseded data were derived.
 CS0162
 CS0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB715233(NAD 83)
 CS0162_MARKER: DB = BENCH MARK DISK
 CS0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0162_SP_SET: CULVERT
 CS0162_STAMPING: F 185 1952
 CS0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0162
 CS0162  HISTORY     - Date     Condition        Report By
 CS0162  HISTORY     - 1952     MONUMENTED       CGS
 CS0162  HISTORY     - 1988     GOOD             USPSQD
 CS0162  HISTORY     - 1988     GOOD             USPSQD
 CS0162  HISTORY     - 19910725 GOOD             USPSQD
 CS0162
 CS0162                          STATION DESCRIPTION
 CS0162
 CS0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0162'5.3 MI W FROM WILLS POINT.
 CS0162'5.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0162'AT WILLS POINT, 64 FEET SOUTH OF THE SOUTHWEST CORNER OF TRESTLE
 CS0162'172.3, 16 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, SET IN THE
 CS0162'TOP OF THE SOUTHEAST END OF THE NORTHWEST WINGWALL OF A CONCRETE
 CS0162'CULVERT UNDER THE HIGHWAY.
 CS0162
 CS0162                          STATION RECOVERY (1988)
 CS0162
 CS0162'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CS0162'RECOVERED IN GOOD CONDITION.
 CS0162
 CS0162                          STATION RECOVERY (1988)
 CS0162
 CS0162'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0162'RECOVERED IN GOOD CONDITION.
 CS0162
 CS0162                          STATION RECOVERY (1991)
 CS0162
 CS0162'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 CS0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0325 ***********************************************************************
 DO0325  DESIGNATION -  F 186
 DO0325  PID         -  DO0325
 DO0325  STATE/COUNTY-  TX/ARCHER
 DO0325  USGS QUAD   -  LAKE WICHITA (1981)
 DO0325
 DO0325                         *CURRENT SURVEY CONTROL
 DO0325  ___________________________________________________________________
 DO0325* NAD 83(1986)-  33 46 58.     (N)    098 31 28.     (W)     SCALED    
 DO0325* NAVD 88     -       302.901  (meters)     993.77   (feet)  ADJUSTED  
 DO0325  ___________________________________________________________________
 DO0325  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DO0325  DYNAMIC HT  -         302.564 (meters)     992.66  (feet)  COMP
 DO0325  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 DO0325
 DO0325  VERT ORDER  -  SECOND    CLASS 0
 DO0325
 DO0325.The horizontal coordinates were scaled from a topographic map and have
 DO0325.an estimated accuracy of +/- 6 seconds.
 DO0325
 DO0325.The orthometric height was determined by differential leveling
 DO0325.and adjusted by the National Geodetic Survey in June 1991..
 DO0325
 DO0325.The geoid height was determined by GEOID03.
 DO0325
 DO0325.The dynamic height is computed by dividing the NAVD 88
 DO0325.geopotential number by the normal gravity value computed on the
 DO0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0325.degrees latitude (g = 980.6199 gals.).
 DO0325
 DO0325.The modeled gravity was interpolated from observed gravity values.
 DO0325
 DO0325;                    North         East    Units  Estimated Accuracy
 DO0325;SPC TXNC     - 2,234,660.      597,740.      MT  (+/- 180 meters Scaled)
 DO0325
 DO0325                          SUPERSEDED SURVEY CONTROL
 DO0325
 DO0325  NGVD 29 (??/??/92)  302.811  (m)          993.47   (f) ADJ UNCH    2 0
 DO0325
 DO0325.Superseded values are not recommended for survey control.
 DO0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0325.See file dsdata.txt to determine how the superseded data were derived.
 DO0325
 DO0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC440381(NAD 83)
 DO0325_MARKER: DB = BENCH MARK DISK
 DO0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0325_STAMPING: F-186 1933
 DO0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0325+STABILITY: SURFACE MOTION
 DO0325
 DO0325  HISTORY     - Date     Condition        Report By
 DO0325  HISTORY     - 1933     MONUMENTED       CGS
 DO0325  HISTORY     - 1957     GOOD             NGS
 DO0325
 DO0325                          STATION DESCRIPTION
 DO0325
 DO0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0325'11.7 MI S FROM WICHITA FALLS.
 DO0325'AT CROSSING OF COUNTY ROAD 2500 FEET SOUTH OF MILEPOST NO. 11, 47 FEET
 DO0325'EAST OF CENTER OF TRACK AND 57 FEET SOUTH OF CENTER OF ROAD.
 DO0325
 DO0325                          STATION RECOVERY (1957)
 DO0325
 DO0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0409 ***********************************************************************
 DO0409  DESIGNATION -  F 187
 DO0409  PID         -  DO0409
 DO0409  STATE/COUNTY-  TX/BAYLOR
 DO0409  USGS QUAD   -  COPE BRANCH (1966)
 DO0409
 DO0409                         *CURRENT SURVEY CONTROL
 DO0409  ___________________________________________________________________
 DO0409* NAD 83(1986)-  33 31 55.     (N)    099 04 11.     (W)     SCALED    
 DO0409* NAVD 88     -       393.831  (meters)    1292.09   (feet)  ADJUSTED  
 DO0409  ___________________________________________________________________
 DO0409  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DO0409  DYNAMIC HT  -         393.376 (meters)    1290.60  (feet)  COMP
 DO0409  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 DO0409
 DO0409  VERT ORDER  -  SECOND    CLASS 0
 DO0409
 DO0409.The horizontal coordinates were scaled from a topographic map and have
 DO0409.an estimated accuracy of +/- 6 seconds.
 DO0409
 DO0409.The orthometric height was determined by differential leveling
 DO0409.and adjusted by the National Geodetic Survey in June 1991..
 DO0409
 DO0409.The geoid height was determined by GEOID03.
 DO0409
 DO0409.The dynamic height is computed by dividing the NAVD 88
 DO0409.geopotential number by the normal gravity value computed on the
 DO0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0409.degrees latitude (g = 980.6199 gals.).
 DO0409
 DO0409.The modeled gravity was interpolated from observed gravity values.
 DO0409
 DO0409;                    North         East    Units  Estimated Accuracy
 DO0409;SPC TXNC     - 2,206,990.      547,090.      MT  (+/- 180 meters Scaled)
 DO0409
 DO0409                          SUPERSEDED SURVEY CONTROL
 DO0409
 DO0409  NGVD 29 (??/??/92)  393.712  (m)         1291.70   (f) ADJ UNCH    2 0
 DO0409
 DO0409.Superseded values are not recommended for survey control.
 DO0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0409.See file dsdata.txt to determine how the superseded data were derived.
 DO0409
 DO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC935102(NAD 83)
 DO0409_MARKER: DB = BENCH MARK DISK
 DO0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0409_SP_SET: ABUTMENT
 DO0409_STAMPING: F 187 1933
 DO0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0409
 DO0409  HISTORY     - Date     Condition        Report By
 DO0409  HISTORY     - 1933     MONUMENTED       CGS
 DO0409  HISTORY     - 1966     GOOD             USGS
 DO0409
 DO0409                          STATION DESCRIPTION
 DO0409
 DO0409'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DO0409'2.3 MI SE FROM WESTOVER.
 DO0409'WESTOVER, 2.6 MI W. OF ALONG STATE HWY. 199 TO T-RD. N., TURN N. 1.7
 DO0409'MI. TO T-RD. W., TURN W. 0.8 MI. TO FIELD RDS. N AND S.  THE OLD
 DO0409'ABUTMENTS OF CULVERT ON DISMANTLED R.R.CAN BE SEEN 0.65 MI. N. OF THIS
 DO0409'POINT.  IN TOP OF N. SIDE OF THE W. ABUTMENT A STANDARD DISK, STAMPED
 DO0409'F 187 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0343 ***********************************************************************
 CT0343  DESIGNATION -  F 188
 CT0343  PID         -  CT0343
 CT0343  STATE/COUNTY-  TX/SHACKELFORD
 CT0343  USGS QUAD   -  MC CATHERINE MOUNTAIN (1987)
 CT0343
 CT0343                         *CURRENT SURVEY CONTROL
 CT0343  ___________________________________________________________________
 CT0343* NAD 83(1986)-  32 39 30.     (N)    099 14 22.     (W)     SCALED    
 CT0343* NAVD 88     -       409.825  (meters)    1344.57   (feet)  ADJUSTED  
 CT0343  ___________________________________________________________________
 CT0343  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0343  DYNAMIC HT  -         409.305 (meters)    1342.86  (feet)  COMP
 CT0343  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 CT0343
 CT0343  VERT ORDER  -  SECOND    CLASS 0
 CT0343
 CT0343.The horizontal coordinates were scaled from a topographic map and have
 CT0343.an estimated accuracy of +/- 6 seconds.
 CT0343
 CT0343.The orthometric height was determined by differential leveling
 CT0343.and adjusted by the National Geodetic Survey in June 1991..
 CT0343
 CT0343.The geoid height was determined by GEOID03.
 CT0343
 CT0343.The dynamic height is computed by dividing the NAVD 88
 CT0343.geopotential number by the normal gravity value computed on the
 CT0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0343.degrees latitude (g = 980.6199 gals.).
 CT0343
 CT0343.The modeled gravity was interpolated from observed gravity values.
 CT0343
 CT0343;                    North         East    Units  Estimated Accuracy
 CT0343;SPC TXNC     - 2,110,210.      530,640.      MT  (+/- 180 meters Scaled)
 CT0343
 CT0343                          SUPERSEDED SURVEY CONTROL
 CT0343
 CT0343  NGVD 29 (??/??/92)  409.212  (m)         1342.56   (f) ADJ UNCH    2 0
 CT0343
 CT0343.Superseded values are not recommended for survey control.
 CT0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0343.See file dsdata.txt to determine how the superseded data were derived.
 CT0343
 CT0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB775134(NAD 83)
 CT0343_MARKER: DB = BENCH MARK DISK
 CT0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0343_SP_SET: BRIDGE ABUTMENT
 CT0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0343
 CT0343  HISTORY     - Date     Condition        Report By
 CT0343  HISTORY     - UNK      MONUMENTED       CGS
 CT0343  HISTORY     - 1933     GOOD             NGS
 CT0343
 CT0343                          STATION DESCRIPTION
 CT0343
 CT0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0343'6.1 MI S FROM ALBANY.
 CT0343'6.1 MILES SOUTH OF ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, 300 FEET
 CT0343'WEST OF FARM HOUSE, IN NORTHEAST ABUTMENT OF RAILROAD BRIDGE 182.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0344 ***********************************************************************
 CT0344  DESIGNATION -  F 188 RESET
 CT0344  PID         -  CT0344
 CT0344  STATE/COUNTY-  TX/SHACKELFORD
 CT0344  USGS QUAD   -  MC CATHERINE MOUNTAIN (1987)
 CT0344
 CT0344                         *CURRENT SURVEY CONTROL
 CT0344  ___________________________________________________________________
 CT0344* NAD 83(1986)-  32 39 29.     (N)    099 14 22.     (W)     SCALED    
 CT0344* NAVD 88     -       409.339  (meters)    1342.97   (feet)  ADJUSTED  
 CT0344  ___________________________________________________________________
 CT0344  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0344  DYNAMIC HT  -         408.819 (meters)    1341.27  (feet)  COMP
 CT0344  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 CT0344
 CT0344  VERT ORDER  -  SECOND    CLASS 0
 CT0344
 CT0344.The horizontal coordinates were scaled from a topographic map and have
 CT0344.an estimated accuracy of +/- 6 seconds.
 CT0344
 CT0344.The orthometric height was determined by differential leveling
 CT0344.and adjusted by the National Geodetic Survey in June 1991..
 CT0344
 CT0344.The geoid height was determined by GEOID03.
 CT0344
 CT0344.The dynamic height is computed by dividing the NAVD 88
 CT0344.geopotential number by the normal gravity value computed on the
 CT0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0344.degrees latitude (g = 980.6199 gals.).
 CT0344
 CT0344.The modeled gravity was interpolated from observed gravity values.
 CT0344
 CT0344;                    North         East    Units  Estimated Accuracy
 CT0344;SPC TXNC     - 2,110,180.      530,640.      MT  (+/- 180 meters Scaled)
 CT0344
 CT0344                          SUPERSEDED SURVEY CONTROL
 CT0344
 CT0344  NGVD 29 (??/??/92)  409.212  (m)         1342.56   (f) ADJ UNCH    2 0
 CT0344
 CT0344.Superseded values are not recommended for survey control.
 CT0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0344.See file dsdata.txt to determine how the superseded data were derived.
 CT0344
 CT0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB775134(NAD 83)
 CT0344_MARKER: DB = BENCH MARK DISK
 CT0344_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0344_SP_SET: BRIDGE ABUTMENT
 CT0344_STAMPING: F 188 1933 RESET 1939
 CT0344_MARK LOGO: CGS   
 CT0344_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0344
 CT0344  HISTORY     - Date     Condition        Report By
 CT0344  HISTORY     - 1939     MONUMENTED       CGS
 CT0344  HISTORY     - 1957     GOOD             NGS
 CT0344  HISTORY     - 19820520 GOOD             NGS
 CT0344
 CT0344                          STATION DESCRIPTION
 CT0344
 CT0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0344'6.1 MI SE FROM ALBANY.
 CT0344'6.1 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0344'FROM ALBANY, SHACKELFORD COUNTY, 300 FEET WEST OF A FARMHOUSE, AT
 CT0344'BRIDGE 182.0, AND IN THE TOP OF THE NORTHEAST CONCRETE ABUTMENT.
 CT0344'NOTE-- THE DISK WAS SET IN STONE INSTEAD OF CONCRETE.
 CT0344
 CT0344                          STATION RECOVERY (1982)
 CT0344
 CT0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1214 ***********************************************************************
 CT1214  DESIGNATION -  F 188 RESET
 CT1214  PID         -  CT1214
 CT1214  STATE/COUNTY-  TX/SHACKELFORD
 CT1214  USGS QUAD   -  MC CATHERINE MOUNTAIN (1987)
 CT1214
 CT1214                         *CURRENT SURVEY CONTROL
 CT1214  ___________________________________________________________________
 CT1214* NAD 83(1986)-  32 39 29.     (N)    099 14 22.     (W)     SCALED    
 CT1214* NAVD 88     -       408.65   (meters)    1340.7    (feet)  RESET     
 CT1214  ___________________________________________________________________
 CT1214  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT1214
 CT1214  VERT ORDER  -  THIRD
 CT1214
 CT1214.The horizontal coordinates were scaled from a topographic map and have
 CT1214.an estimated accuracy of +/- 6 seconds.
 CT1214
 CT1214.The orthometric height was computed from unverified reset data.
 CT1214.No vertical observational check was made to the station.
 CT1214
 CT1214.The geoid height was determined by GEOID03.
 CT1214
 CT1214;                    North         East    Units  Estimated Accuracy
 CT1214;SPC TXNC     - 2,110,180.      530,640.      MT  (+/- 180 meters Scaled)
 CT1214
 CT1214                          SUPERSEDED SURVEY CONTROL
 CT1214
 CT1214  NGVD 29 (01/29/03)  408.52   (m)         1340.3    (f) RESET       3  
 CT1214
 CT1214.Superseded values are not recommended for survey control.
 CT1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1214.See file dsdata.txt to determine how the superseded data were derived.
 CT1214
 CT1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB775134(NAD 83)
 CT1214_MARKER: DV = VERTICAL CONTROL DISK
 CT1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1214_SP_SET: CONCRETE POST
 CT1214_STAMPING: F 188 RESET 1982
 CT1214_MARK LOGO: NGS   
 CT1214_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1214+STABILITY: SURFACE MOTION
 CT1214
 CT1214  HISTORY     - Date     Condition        Report By
 CT1214  HISTORY     - 1982     MONUMENTED       NGS
 CT1214  HISTORY     - 19830114 GOOD             NGS
 CT1214
 CT1214                          STATION DESCRIPTION
 CT1214
 CT1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT1214'9.76 KM (6.05 MI) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 6 AND US
 CT1214'HIGHWAY 283 IN ALBANY, SOUTHEAST ALONG THE WEST RIGHT-OF-WAY OF STATE
 CT1214'HIGHWAY 6, 11.28 M (37.01 FT) SOUTHWEST OF THE CENTERLINE, 3.66 M
 CT1214'(12.01 FT) NORTHEAST OF A DEEP DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0246 ***********************************************************************
 DO0246  DESIGNATION -  F 189
 DO0246  PID         -  DO0246
 DO0246  STATE/COUNTY-  TX/YOUNG
 DO0246  USGS QUAD   -  NEWCASTLE (1981)
 DO0246
 DO0246                         *CURRENT SURVEY CONTROL
 DO0246  ___________________________________________________________________
 DO0246* NAD 83(1986)-  33 08 19.     (N)    098 40 00.     (W)     SCALED    
 DO0246* NAVD 88     -       359.282  (meters)    1178.74   (feet)  ADJUSTED  
 DO0246  ___________________________________________________________________
 DO0246  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DO0246  DYNAMIC HT  -         358.852 (meters)    1177.33  (feet)  COMP
 DO0246  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 DO0246
 DO0246  VERT ORDER  -  SECOND    CLASS 0
 DO0246
 DO0246.The horizontal coordinates were scaled from a topographic map and have
 DO0246.an estimated accuracy of +/- 6 seconds.
 DO0246
 DO0246.The orthometric height was determined by differential leveling
 DO0246.and adjusted by the National Geodetic Survey in June 1991..
 DO0246
 DO0246.The geoid height was determined by GEOID03.
 DO0246
 DO0246.The dynamic height is computed by dividing the NAVD 88
 DO0246.geopotential number by the normal gravity value computed on the
 DO0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0246.degrees latitude (g = 980.6199 gals.).
 DO0246
 DO0246.The modeled gravity was interpolated from observed gravity values.
 DO0246
 DO0246;                    North         East    Units  Estimated Accuracy
 DO0246;SPC TXNC     - 2,163,240.      584,450.      MT  (+/- 180 meters Scaled)
 DO0246
 DO0246                          SUPERSEDED SURVEY CONTROL
 DO0246
 DO0246  NGVD 29 (??/??/92)  359.189  (m)         1178.44   (f) ADJ UNCH    2 0
 DO0246
 DO0246.Superseded values are not recommended for survey control.
 DO0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0246.See file dsdata.txt to determine how the superseded data were derived.
 DO0246
 DO0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB310667(NAD 83)
 DO0246_MARKER: DB = BENCH MARK DISK
 DO0246_SETTING: 66 = SET IN ROCK OUTCROP
 DO0246_SP_SET: OUTCROP
 DO0246_STAMPING: F-189 1933
 DO0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0246+STABILITY: POSITION/ELEVATION WELL
 DO0246
 DO0246  HISTORY     - Date     Condition        Report By
 DO0246  HISTORY     - 1933     MONUMENTED       CGS
 DO0246  HISTORY     - 1964     MARK NOT FOUND   USGS
 DO0246  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0246
 DO0246                          STATION DESCRIPTION
 DO0246
 DO0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0246'5.6 MI N FROM GRAHAN.
 DO0246'5.6 MILES NORTH OF, ALONG W.F.AND S.R.R. 0.2 MILES SOUTH OF MILEPOST
 DO0246'62, ABOUT 600 FEET EAST OF SCHOOLHOUSE, 15 FEET EAST OF CENTER OF
 DO0246'TRACK.
 DO0246
 DO0246                          STATION RECOVERY (1964)
 DO0246
 DO0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DO0246'MARK NOT FOUND.
 DO0246
 DO0246                          STATION RECOVERY (2001)
 DO0246
 DO0246'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 DO0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0051 ***********************************************************************
 CE0051  DESIGNATION -  F 19
 CE0051  PID         -  CE0051
 CE0051  STATE/COUNTY-  TX/EL PASO
 CE0051  USGS QUAD   -  EL PASO (1997)
 CE0051
 CE0051                         *CURRENT SURVEY CONTROL
 CE0051  ___________________________________________________________________
 CE0051* NAD 83(1986)-  31 46 12.     (N)    106 28 22.     (W)     SCALED    
 CE0051* NAVD 88     -      1129.495  (meters)    3705.68   (feet)  POSTED    
 CE0051  ___________________________________________________________________
 CE0051  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0051  DYNAMIC HT  -        1127.800 (meters)    3700.12  (feet)  COMP
 CE0051  MODELED GRAV-     979,096.8   (mgal)                       NAVD 88
 CE0051
 CE0051  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CE0051
 CE0051.The horizontal coordinates were scaled from a topographic map and have
 CE0051.an estimated accuracy of +/- 6 seconds.
 CE0051
 CE0051.The orthometric height was determined by differential leveling
 CE0051.and adjusted by the National Geodetic Survey in 1992..
 CE0051.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CE0051.rate of 2.1 thru 3.0 mm/km.
 CE0051
 CE0051.The geoid height was determined by GEOID03.
 CE0051
 CE0051.The dynamic height is computed by dividing the NAVD 88
 CE0051.geopotential number by the normal gravity value computed on the
 CE0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0051.degrees latitude (g = 980.6199 gals.).
 CE0051
 CE0051.The modeled gravity was interpolated from observed gravity values.
 CE0051
 CE0051;                    North         East    Units  Estimated Accuracy
 CE0051;SPC TX C     - 3,249,220.      118,730.      MT  (+/- 180 meters Scaled)
 CE0051
 CE0051                          SUPERSEDED SURVEY CONTROL
 CE0051
 CE0051  NGVD 29 (??/??/92) 1129.00   (m)         3704.1    (f) COMPUTED    1 2
 CE0051
 CE0051.Superseded values are not recommended for survey control.
 CE0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0051.See file dsdata.txt to determine how the superseded data were derived.
 CE0051
 CE0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR605158(NAD 83)
 CE0051_MARKER: Z = SEE DESCRIPTION
 CE0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0051_SP_SET: STONE
 CE0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0051+STABILITY: SURFACE MOTION
 CE0051
 CE0051  HISTORY     - Date     Condition        Report By
 CE0051  HISTORY     - UNK      MONUMENTED       CGS
 CE0051  HISTORY     - 1956     MARK NOT FOUND   NGS
 CE0051
 CE0051                          STATION DESCRIPTION
 CE0051
 CE0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0051'IN EL PASO.
 CE0051'AT EL PASO, EL PASO COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, 350
 CE0051'FEET NORTH OF THE DALLAS STREET CROSSING, OPPOSITE SIGNAL TOWER 47, 31
 CE0051'FEET EAST OF A DOUBLE SEMAPHORE ON THE NORTH SIDE OF THE SOUTH TRACK,
 CE0051'AND NEAR THE CENTER LINE OF THE SOUTHERNMOST TRACK.  THE BOTTOM OF A
 CE0051'SQUARE HOLE IN THE TOP OF A STONE POST LETTERED USBM AND PROJECTING 2
 CE0051'INCHES ABOVE GROUND.  NOTE-- SEVERAL SIGNALS HAVE BEEN MOVED AND NEW
 CE0051'TRACKS HAVE BEEN PUT IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0976 ***********************************************************************
 CS0976  DESIGNATION -  F 19
 CS0976  PID         -  CS0976
 CS0976  STATE/COUNTY-  TX/ELLIS
 CS0976  USGS QUAD   -  WAXAHACHIE (1978)
 CS0976
 CS0976                         *CURRENT SURVEY CONTROL
 CS0976  ___________________________________________________________________
 CS0976* NAD 83(1986)-  32 23 09.     (N)    096 50 51.     (W)     SCALED    
 CS0976* NAVD 88     -       171.496  (meters)     562.65   (feet)  ADJUSTED  
 CS0976  ___________________________________________________________________
 CS0976  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CS0976  DYNAMIC HT  -         171.294 (meters)     561.99  (feet)  COMP
 CS0976  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 CS0976
 CS0976  VERT ORDER  -  FIRST     CLASS II
 CS0976
 CS0976.The horizontal coordinates were scaled from a topographic map and have
 CS0976.an estimated accuracy of +/- 6 seconds.
 CS0976
 CS0976.The orthometric height was determined by differential leveling
 CS0976.and adjusted by the National Geodetic Survey in June 1991..
 CS0976
 CS0976.The geoid height was determined by GEOID03.
 CS0976
 CS0976.The dynamic height is computed by dividing the NAVD 88
 CS0976.geopotential number by the normal gravity value computed on the
 CS0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0976.degrees latitude (g = 980.6199 gals.).
 CS0976
 CS0976.The modeled gravity was interpolated from observed gravity values.
 CS0976
 CS0976;                    North         East    Units  Estimated Accuracy
 CS0976;SPC TXNC     - 2,080,970.      755,480.      MT  (+/- 180 meters Scaled)
 CS0976
 CS0976                          SUPERSEDED SURVEY CONTROL
 CS0976
 CS0976  NGVD 29 (??/??/92)  171.485  (m)          562.61   (f) ADJ UNCH    1 2
 CS0976
 CS0976.Superseded values are not recommended for survey control.
 CS0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0976.See file dsdata.txt to determine how the superseded data were derived.
 CS0976
 CS0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA024852(NAD 83)
 CS0976_MARKER: DD = SURVEY DISK
 CS0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0976_SP_SET: CONCRETE POST
 CS0976_STAMPING: F 19 ELEV. 562.152
 CS0976_MARK LOGO: TXRD  
 CS0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0976+STABILITY: SURFACE MOTION
 CS0976
 CS0976  HISTORY     - Date     Condition        Report By
 CS0976  HISTORY     - UNK      MONUMENTED       TXRD
 CS0976  HISTORY     - 1946     GOOD             NGS
 CS0976  HISTORY     - 19900511 GOOD             TOWILL
 CS0976  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0976  HISTORY     - 20020803 MARK NOT FOUND   GEOCAC
 CS0976
 CS0976                          STATION DESCRIPTION
 CS0976
 CS0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0976'IN WAXAHACHIE.
 CS0976'AT THE SOUTHEAST CORNER OF A BUILDING PROJECTION ON THE SOUTH SIDE OF
 CS0976'THE ELLIS COUNTY COURTHOUSE.  69.0 FEET NORTH OF THE CENTER LINE OF
 CS0976'FRANKLIN STREET.  29.0 FEET NORTH OF THE CENTER LINE OF THE SIDEWALK.
 CS0976'0.5 FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING PROJECTION
 CS0976'ON THE SOUTH SIDE OF THE COURT HOUSE.  A STATE OF TEXAS RECLAMATION
 CS0976'DEPARTMENT DISK STAMPED F 19 ELEV. 562,152.  SET IN TOP OF A CONCRETE
 CS0976'POST ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 CS0976
 CS0976                          STATION RECOVERY (1990)
 CS0976
 CS0976'RECOVERY NOTE BY TOWILL INCORPORATED 1990
 CS0976'RECOVERED IN GOOD CONDITION.
 CS0976
 CS0976                          STATION RECOVERY (2002)
 CS0976
 CS0976'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS0976'TEMPORARILY INACCESSABLE DUE TO CONSTRUCTION
 CS0976
 CS0976                          STATION RECOVERY (2002)
 CS0976
 CS0976'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0912 ***********************************************************************
 AH0912  DESIGNATION -  F 19
 AH0912  PID         -  AH0912
 AH0912  STATE/COUNTY-  TX/KLEBERG
 AH0912  USGS QUAD   -  LAURELES RANCH (1975)
 AH0912
 AH0912                         *CURRENT SURVEY CONTROL
 AH0912  ___________________________________________________________________
 AH0912* NAD 83(1993)-  27 32 14.98560(N)    097 30 47.41712(W)     ADJUSTED  
 AH0912* NAVD 88     -         8.473  (meters)      27.80   (feet)  ADJUSTED  
 AH0912  ___________________________________________________________________
 AH0912  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AH0912  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AH0912  DYNAMIC HT  -           8.460 (meters)      27.76  (feet)  COMP
 AH0912  MODELED GRAV-     979,115.5   (mgal)                       NAVD 88
 AH0912
 AH0912  HORZ ORDER  -  SECOND
 AH0912  VERT ORDER  -  SECOND    CLASS 0
 AH0912
 AH0912.The horizontal coordinates were established by classical geodetic methods
 AH0912.and adjusted by the National Geodetic Survey in February 1996..
 AH0912
 AH0912.The orthometric height was determined by differential leveling
 AH0912.and adjusted by the National Geodetic Survey in June 1991..
 AH0912.WARNING-Repeat measurements at this control monument indicate possible
 AH0912.vertical movement.
 AH0912
 AH0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0912
 AH0912.The geoid height was determined by GEOID03.
 AH0912
 AH0912.The dynamic height is computed by dividing the NAVD 88
 AH0912.geopotential number by the normal gravity value computed on the
 AH0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0912.degrees latitude (g = 980.6199 gals.).
 AH0912
 AH0912.The modeled gravity was interpolated from observed gravity values.
 AH0912
 AH0912;                    North         East     Units Scale Factor Converg.
 AH0912;SPC TX S     - 5,207,656.337   397,470.584   MT  0.99993846   +0 26 52.9
 AH0912;SPC TX S     -17,085,452.50  1,304,034.74   sFT  0.99993846   +0 26 52.9
 AH0912;UTM  14      - 3,046,850.999   646,817.647   MT  0.99986608   +0 41 15.1
 AH0912
 AH0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0912!SPC TX S     -   1.00000273  x   0.99993846  =   0.99994119
 AH0912!UTM  14      -   1.00000273  x   0.99986608  =   0.99986881
 AH0912
 AH0912                          SUPERSEDED SURVEY CONTROL
 AH0912
 AH0912  NAD 83(1986)-  27 32 14.99709(N)    097 30 47.39223(W) AD(       ) 2
 AH0912  NAD 27      -  27 32 13.86700(N)    097 30 46.41000(W) AD(       ) 2
 AH0912  NGVD 29 (??/??/92)    8.613  (m)           28.26   (f) ADJ UNCH    2 0
 AH0912
 AH0912.Superseded values are not recommended for survey control.
 AH0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0912.See file dsdata.txt to determine how the superseded data were derived.
 AH0912
 AH0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4681846851(NAD 83)
 AH0912_MARKER: DD = SURVEY DISK
 AH0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0912_STAMPING: PRIM TRAV STA NO 6 TEXAS 28 F-19 1922
 AH0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0912+STABILITY: SURFACE MOTION
 AH0912
 AH0912  HISTORY     - Date     Condition        Report By
 AH0912  HISTORY     - 1922     MONUMENTED       USGS
 AH0912  HISTORY     - 1949     GOOD             CGS
 AH0912  HISTORY     - 1951     GOOD             NGS
 AH0912
 AH0912                          STATION DESCRIPTION
 AH0912
 AH0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH0912'STATION RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 AH0912'FOLLOWS--
 AH0912'
 AH0912'LOCATED ON THE LAURELES DIVISION OF KING RANCH, 22 MILES E
 AH0912'OF KINGSVILLE, AND AT THE LAURELES RANCH HEADQUARTERS.
 AH0912'
 AH0912'TO REACH FROM JUNCTION OF U.S. HWY 77 AND ANGLE ROAD 0.4 MILE
 AH0912'E OF COUNTY HOSPITAL IN KINGSVILLE, GO 1.9 MILES DUE E TO T
 AH0912'ROAD INTERSECTION, THEN WIND 1.6 MILES NE ALONG PAVED ROAD THAT
 AH0912'PARALLELS NAVY FIELD FENCE TO LOCKED GATE ENTERING THE KING
 AH0912'RANCH AT THE SAN FERNANDO CREEK, AND CONTINUE APPROXIMATELY
 AH0912'18 MILES E ALONG PAVED KINGSVILLE-LAURELES ROAD TO LAURELES
 AH0912'RANCH HEADQUARTERS.  150 FT. N OF RANCH SHOP, 12 FT. W OF
 AH0912'CENTER OF CATTLE-GUARD ACROSS N-S ROAD, AND 3 FT. S OF A POWER
 AH0912'ON W SIDE OF CATTLE-GUARD.  USGS DISK STAMPED PRIM TRAV STA
 AH0912'NO 6 1922 TEXAS F 19 SET IN TOP OF 6 INCH DIAMETER CONCRETE
 AH0912'MONUMENT PROJECTING 1 FOOT ABOVE GROUND.
 AH0912
 AH0912                          STATION RECOVERY (1951)
 AH0912
 AH0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0912'IN LAURELES RANCH.
 AH0912'AT LAURELES RANCH, AT THE RANCH HEADQUARTERS, 157 FEET NORTH OF THE
 AH0912'NORTHEAST CORNER OF THE RANCH SHOP, 11 FEET WEST OF THE CENTER LINE OF
 AH0912'A ROAD LEADING NORTH, 3 FEET SOUTH OF A FENCE, 1.3 FEET WEST OF THE
 AH0912'WEST END OF A CATTLE GUARD ACROSS THE ROAD, SET IN THE TOP OF A
 AH0912'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0217 ***********************************************************************
 DO0217  DESIGNATION -  F 190
 DO0217  PID         -  DO0217
 DO0217  STATE/COUNTY-  TX/JACK
 DO0217  USGS QUAD   -  JACKSBORO NE (1982)
 DO0217
 DO0217                         *CURRENT SURVEY CONTROL
 DO0217  ___________________________________________________________________
 DO0217* NAD 83(1986)-  33 08 22.     (N)    098 01 17.     (W)     SCALED    
 DO0217* NAVD 88     -       320.906  (meters)    1052.84   (feet)  ADJUSTED  
 DO0217  ___________________________________________________________________
 DO0217  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DO0217  DYNAMIC HT  -         320.532 (meters)    1051.61  (feet)  COMP
 DO0217  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 DO0217
 DO0217  VERT ORDER  -  SECOND    CLASS 0
 DO0217
 DO0217.The horizontal coordinates were scaled from a topographic map and have
 DO0217.an estimated accuracy of +/- 6 seconds.
 DO0217
 DO0217.The orthometric height was determined by differential leveling
 DO0217.and adjusted by the National Geodetic Survey in June 1991..
 DO0217
 DO0217.The geoid height was determined by GEOID03.
 DO0217
 DO0217.The dynamic height is computed by dividing the NAVD 88
 DO0217.geopotential number by the normal gravity value computed on the
 DO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0217.degrees latitude (g = 980.6199 gals.).
 DO0217
 DO0217.The modeled gravity was interpolated from observed gravity values.
 DO0217
 DO0217;                    North         East    Units  Estimated Accuracy
 DO0217;SPC TXNC     - 2,163,420.      644,650.      MT  (+/- 180 meters Scaled)
 DO0217
 DO0217                          SUPERSEDED SURVEY CONTROL
 DO0217
 DO0217  NGVD 29 (??/??/92)  320.834  (m)         1052.60   (f) ADJ UNCH    2 0
 DO0217
 DO0217.Superseded values are not recommended for survey control.
 DO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0217.See file dsdata.txt to determine how the superseded data were derived.
 DO0217
 DO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB912671(NAD 83)
 DO0217_MARKER: DB = BENCH MARK DISK
 DO0217_SETTING: 66 = SET IN ROCK OUTCROP
 DO0217_SP_SET: OUTCROP
 DO0217_STAMPING: F 190 1052.603 1933
 DO0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0217+STABILITY: POSITION/ELEVATION WELL
 DO0217
 DO0217  HISTORY     - Date     Condition        Report By
 DO0217  HISTORY     - 1933     MONUMENTED       CGS
 DO0217  HISTORY     - 1949     GOOD             NGS
 DO0217  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0217
 DO0217                          STATION DESCRIPTION
 DO0217
 DO0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DO0217'4.5 MI SW FROM VINEYARD.
 DO0217'ABOUT 4.5 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND GULF
 DO0217'RAILWAY FROM VINEYARD, JACK COUNTY.  IT IS ABOUT 8 MILES SOUTH EAST
 DO0217'FROM JACKSBORO.  ABOUT 12 YARDS SOUTH OF MILE POST NO. 17 OF THE
 DO0217'ORIGINAL MILEAGE MARKER SYSTEM, AT THE WEST END OF A BIG CURVE AND
 DO0217'ROCKY CUT, 22 YARDS SOUTH WEST OF THE CENTERLINE OF THE TRACKS, 50
 DO0217'YARDS SOUTH OF A MOTOR CAR PLATFORM AND ABOUT 1/2 MILE NORTH EAST OF
 DO0217'AN OIL WELL WHICH IS AT THE END OF THE NEAREST ROAD TO THE MARK. A
 DO0217'STANDARD DISK SET IN A ROCK OUTCROP WHICH PROJECTS ABOUT 18 INCHES AND
 DO0217'IS ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS.
 DO0217
 DO0217                          STATION RECOVERY (2001)
 DO0217
 DO0217'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0282 ***********************************************************************
 DO0282  DESIGNATION -  F 191
 DO0282  PID         -  DO0282
 DO0282  STATE/COUNTY-  TX/YOUNG
 DO0282  USGS QUAD   -  GRAHAM (1981)
 DO0282
 DO0282                         *CURRENT SURVEY CONTROL
 DO0282  ___________________________________________________________________
 DO0282* NAD 83(1986)-  33 03 19.     (N)    098 36 41.     (W)     SCALED    
 DO0282* NAVD 88     -       314.848  (meters)    1032.96   (feet)  ADJUSTED  
 DO0282  ___________________________________________________________________
 DO0282  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DO0282  DYNAMIC HT  -         314.468 (meters)    1031.72  (feet)  COMP
 DO0282  MODELED GRAV-     979,421.9   (mgal)                       NAVD 88
 DO0282
 DO0282  VERT ORDER  -  SECOND    CLASS 0
 DO0282
 DO0282.The horizontal coordinates were scaled from a topographic map and have
 DO0282.an estimated accuracy of +/- 6 seconds.
 DO0282
 DO0282.The orthometric height was determined by differential leveling
 DO0282.and adjusted by the National Geodetic Survey in June 1991..
 DO0282
 DO0282.The geoid height was determined by GEOID03.
 DO0282
 DO0282.The dynamic height is computed by dividing the NAVD 88
 DO0282.geopotential number by the normal gravity value computed on the
 DO0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0282.degrees latitude (g = 980.6199 gals.).
 DO0282
 DO0282.The modeled gravity was interpolated from observed gravity values.
 DO0282
 DO0282;                    North         East    Units  Estimated Accuracy
 DO0282;SPC TXNC     - 2,153,990.      589,600.      MT  (+/- 180 meters Scaled)
 DO0282
 DO0282                          SUPERSEDED SURVEY CONTROL
 DO0282
 DO0282  NGVD 29 (??/??/92)  314.763  (m)         1032.68   (f) ADJ UNCH    2 0
 DO0282
 DO0282.Superseded values are not recommended for survey control.
 DO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0282.See file dsdata.txt to determine how the superseded data were derived.
 DO0282
 DO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB362574(NAD 83)
 DO0282_MARKER: DB = BENCH MARK DISK
 DO0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0282_STAMPING: F 191 1933
 DO0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0282+STABILITY: SURFACE MOTION
 DO0282
 DO0282  HISTORY     - Date     Condition        Report By
 DO0282  HISTORY     - 1933     MONUMENTED       CGS
 DO0282  HISTORY     - 1957     GOOD             NGS
 DO0282  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0282  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0282  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0282
 DO0282                          STATION DESCRIPTION
 DO0282
 DO0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0282'4.5 MI SW FROM GRAHAM.
 DO0282'4.5 MILES SOUTHWEST ALONG THE WICHITA FALLS AND SOUTHERN RAILROAD FROM
 DO0282'GRAHAM, YOUNG COUNTY, AT A ROAD CROSSING, 47 FEET WEST OF THE CENTER
 DO0282'LINE OF THE TRACK, 12 FEET NORTH OF THE CENTER LINE OF THE
 DO0282'EAST-AND-WEST ROAD, AND IN A FENCE CORNER. A STANDARD DISK, STAMPED F
 DO0282'191 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK
 DO0282'RECOVERED AS DESCRIBED WITH THE EXCEPTION IT IS 5 FEET WEST OF A FENCE
 DO0282'CORNER.
 DO0282
 DO0282                          STATION RECOVERY (1984)
 DO0282
 DO0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0282'MARK NOT FOUND.
 DO0282
 DO0282                          STATION RECOVERY (2001)
 DO0282
 DO0282'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 DO0282'MARK NOT FOUND.
 DO0282
 DO0282                          STATION RECOVERY (2005)
 DO0282
 DO0282'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0319 ***********************************************************************
 CT0319  DESIGNATION -  F 192
 CT0319  PID         -  CT0319
 CT0319  STATE/COUNTY-  TX/SHACKELFORD
 CT0319  USGS QUAD   -  MURPHY CREEK (1987)
 CT0319
 CT0319                         *CURRENT SURVEY CONTROL
 CT0319  ___________________________________________________________________
 CT0319* NAD 83(1986)-  32 45 01.     (N)    099 13 04.     (W)     SCALED    
 CT0319* NAVD 88     -       412.612  (meters)    1353.71   (feet)  ADJUSTED  
 CT0319  ___________________________________________________________________
 CT0319  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CT0319  DYNAMIC HT  -         412.092 (meters)    1352.01  (feet)  COMP
 CT0319  MODELED GRAV-     979,367.4   (mgal)                       NAVD 88
 CT0319
 CT0319  VERT ORDER  -  SECOND    CLASS 0
 CT0319
 CT0319.The horizontal coordinates were scaled from a topographic map and have
 CT0319.an estimated accuracy of +/- 6 seconds.
 CT0319
 CT0319.The orthometric height was determined by differential leveling
 CT0319.and adjusted by the National Geodetic Survey in June 1991..
 CT0319
 CT0319.The geoid height was determined by GEOID03.
 CT0319
 CT0319.The dynamic height is computed by dividing the NAVD 88
 CT0319.geopotential number by the normal gravity value computed on the
 CT0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0319.degrees latitude (g = 980.6199 gals.).
 CT0319
 CT0319.The modeled gravity was interpolated from observed gravity values.
 CT0319
 CT0319;                    North         East    Units  Estimated Accuracy
 CT0319;SPC TXNC     - 2,120,390.      532,740.      MT  (+/- 180 meters Scaled)
 CT0319
 CT0319                          SUPERSEDED SURVEY CONTROL
 CT0319
 CT0319  NGVD 29 (??/??/92)  412.499  (m)         1353.34   (f) ADJ UNCH    2 0
 CT0319
 CT0319.Superseded values are not recommended for survey control.
 CT0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0319.See file dsdata.txt to determine how the superseded data were derived.
 CT0319
 CT0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB795236(NAD 83)
 CT0319_MARKER: DB = BENCH MARK DISK
 CT0319_SETTING: 66 = SET IN ROCK OUTCROP
 CT0319_SP_SET: ROCK OUTCROP
 CT0319_STAMPING: F 192 1933
 CT0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0319+STABILITY: POSITION/ELEVATION WELL
 CT0319
 CT0319  HISTORY     - Date     Condition        Report By
 CT0319  HISTORY     - 1933     MONUMENTED       CGS
 CT0319  HISTORY     - 1957     GOOD             NGS
 CT0319  HISTORY     - 1965     MARK NOT FOUND   USGS
 CT0319
 CT0319                          STATION DESCRIPTION
 CT0319
 CT0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0319'5.4 MI E FROM ALBANY.
 CT0319'5.4 MILES EAST ALONG OLD U.S. HIGHWAY 80 N FROM ALBANY, SHACKELFORD
 CT0319'COUNTY, AT HIGHWAY RIGHT-OF-WAY POST 289+042, 85 FEET SOUTH OF THE
 CT0319'CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF A FENCE LINE, AND IN THE
 CT0319'TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED F 192 1933.  NOTE--
 CT0319'BM MAY HAVE BEEN DESTROYED IN RECENT HIGHWAY WIDENING.  RECOVERED AS
 CT0319'DESCRIBED IN LITHOGRAPHED DESCRIPTIONS WITH THE EXCEPTION THAT OLD
 CT0319'U.S. HIGHWAY 80 N IS NOW DESIGNATED AS U.S. HIGHWAY 180.
 CT0319
 CT0319                          STATION RECOVERY (1965)
 CT0319
 CT0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0378 ***********************************************************************
 CT0378  DESIGNATION -  F 193
 CT0378  PID         -  CT0378
 CT0378  STATE/COUNTY-  TX/EASTLAND
 CT0378  USGS QUAD   -  BERNIE LAKE (1966)
 CT0378
 CT0378                         *CURRENT SURVEY CONTROL
 CT0378  ___________________________________________________________________
 CT0378* NAD 83(1986)-  32 23 24.     (N)    099 03 54.     (W)     SCALED    
 CT0378* NAVD 88     -       512.038  (meters)    1679.91   (feet)  ADJUSTED  
 CT0378  ___________________________________________________________________
 CT0378  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CT0378  DYNAMIC HT  -         511.376 (meters)    1677.74  (feet)  COMP
 CT0378  MODELED GRAV-     979,331.0   (mgal)                       NAVD 88
 CT0378
 CT0378  VERT ORDER  -  SECOND    CLASS 0
 CT0378
 CT0378.The horizontal coordinates were scaled from a topographic map and have
 CT0378.an estimated accuracy of +/- 6 seconds.
 CT0378
 CT0378.The orthometric height was determined by differential leveling
 CT0378.and adjusted by the National Geodetic Survey in June 1991..
 CT0378.WARNING-Repeat measurements at this control monument indicate possible
 CT0378.vertical movement.
 CT0378
 CT0378.The geoid height was determined by GEOID03.
 CT0378
 CT0378.The dynamic height is computed by dividing the NAVD 88
 CT0378.geopotential number by the normal gravity value computed on the
 CT0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0378.degrees latitude (g = 980.6199 gals.).
 CT0378
 CT0378.The modeled gravity was interpolated from observed gravity values.
 CT0378
 CT0378;                    North         East    Units  Estimated Accuracy
 CT0378;SPC TXNC     - 2,080,350.      546,840.      MT  (+/- 180 meters Scaled)
 CT0378
 CT0378                          SUPERSEDED SURVEY CONTROL
 CT0378
 CT0378  NGVD 29 (??/??/92)  511.87   (m)         1679.4    (f) COMPUTED    2 0
 CT0378
 CT0378.Superseded values are not recommended for survey control.
 CT0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0378.See file dsdata.txt to determine how the superseded data were derived.
 CT0378
 CT0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA938836(NAD 83)
 CT0378_MARKER: DB = BENCH MARK DISK
 CT0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0378_STAMPING: F 193 1933
 CT0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0378+STABILITY: SURFACE MOTION
 CT0378
 CT0378  HISTORY     - Date     Condition        Report By
 CT0378  HISTORY     - 1933     MONUMENTED       CGS
 CT0378  HISTORY     - 1956     MARK NOT FOUND   NGS
 CT0378
 CT0378                          STATION DESCRIPTION
 CT0378
 CT0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0378'2.0 MI E FROM DOTHAN.
 CT0378'2.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM DOTHAN,
 CT0378'EASTLAND COUNTY, AT MILEPOST 366, 60 FEET NORTH OF THE CENTERLINE OF
 CT0378'THE TRACK, AND AT THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F
 CT0378'193 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0132 ***********************************************************************
 CT0132  DESIGNATION -  F 194
 CT0132  PID         -  CT0132
 CT0132  STATE/COUNTY-  TX/ERATH
 CT0132  USGS QUAD   -  COMYN (1979)
 CT0132
 CT0132                         *CURRENT SURVEY CONTROL
 CT0132  ___________________________________________________________________
 CT0132* NAD 83(1986)-  32 05 24.     (N)    098 24 21.     (W)     SCALED    
 CT0132* NAVD 88     -       442.263  (meters)    1450.99   (feet)  ADJUSTED  
 CT0132  ___________________________________________________________________
 CT0132  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CT0132  DYNAMIC HT  -         441.698 (meters)    1449.14  (feet)  COMP
 CT0132  MODELED GRAV-     979,349.4   (mgal)                       NAVD 88
 CT0132
 CT0132  VERT ORDER  -  SECOND    CLASS 0
 CT0132
 CT0132.The horizontal coordinates were scaled from a topographic map and have
 CT0132.an estimated accuracy of +/- 6 seconds.
 CT0132
 CT0132.The orthometric height was determined by differential leveling
 CT0132.and adjusted by the National Geodetic Survey in June 1991..
 CT0132
 CT0132.The geoid height was determined by GEOID03.
 CT0132
 CT0132.The dynamic height is computed by dividing the NAVD 88
 CT0132.geopotential number by the normal gravity value computed on the
 CT0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0132.degrees latitude (g = 980.6199 gals.).
 CT0132
 CT0132.The modeled gravity was interpolated from observed gravity values.
 CT0132
 CT0132;                    North         East    Units  Estimated Accuracy
 CT0132;SPC TXNC     - 2,046,950.      608,890.      MT  (+/- 180 meters Scaled)
 CT0132
 CT0132                          SUPERSEDED SURVEY CONTROL
 CT0132
 CT0132  NGVD 29 (??/??/92)  442.159  (m)         1450.65   (f) ADJ UNCH    2 0
 CT0132
 CT0132.Superseded values are not recommended for survey control.
 CT0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0132.See file dsdata.txt to determine how the superseded data were derived.
 CT0132
 CT0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA560505(NAD 83)
 CT0132_MARKER: DB = BENCH MARK DISK
 CT0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0132_STAMPING: F 194 1933 1450.650
 CT0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0132+STABILITY: SURFACE MOTION
 CT0132
 CT0132  HISTORY     - Date     Condition        Report By
 CT0132  HISTORY     - 1933     MONUMENTED       CGS
 CT0132  HISTORY     - 1954     GOOD             NGS
 CT0132  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0132
 CT0132                          STATION DESCRIPTION
 CT0132
 CT0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0132'4.4 MI E FROM COMYN.
 CT0132'IN ERATH COUNTY, ABOUT 4.4 MILES EAST ALONG THE M.K.T.R.R., FROM THE
 CT0132'STATION AT COMYN, COMMANCHE COUNTY, ABOUT 6 POLES EAST OF M.P. 110, 48
 CT0132'FEET NORTH OF THE CENTERLINE OF THE TRACKS, 3 FEET NORTH OF THE NORTH
 CT0132'RIGHT-OF-WAY FENCE AND AT A FENCE CORNER.  IT IS ABOUT 1/4 MILE SOUTH
 CT0132'OF HIGHWAY NO. 6 AND A FARM HOUSE AT MT. AIRY SIDING, A STANDARD DISK
 CT0132'STAMPED AS ABOVE, IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 8
 CT0132'INCHES.
 CT0132
 CT0132                          STATION RECOVERY (1995)
 CT0132
 CT0132'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2256 ***********************************************************************
 CS2256  DESIGNATION -  F 195
 CS2256  PID         -  CS2256
 CS2256  STATE/COUNTY-  TX/BOSQUE
 CS2256  USGS QUAD   -  WALNUT SPRINGS EAST (1979)
 CS2256
 CS2256                         *CURRENT SURVEY CONTROL
 CS2256  ___________________________________________________________________
 CS2256* NAD 83(1986)-  32 01 56.     (N)    097 39 56.     (W)     SCALED    
 CS2256* NAVD 88     -       241.455  (meters)     792.17   (feet)  ADJUSTED  
 CS2256  ___________________________________________________________________
 CS2256  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS2256  DYNAMIC HT  -         241.153 (meters)     791.18  (feet)  COMP
 CS2256  MODELED GRAV-     979,386.8   (mgal)                       NAVD 88
 CS2256
 CS2256  VERT ORDER  -  SECOND    CLASS 0
 CS2256
 CS2256.The horizontal coordinates were scaled from a topographic map and have
 CS2256.an estimated accuracy of +/- 6 seconds.
 CS2256
 CS2256.The orthometric height was determined by differential leveling
 CS2256.and adjusted by the National Geodetic Survey in June 1991..
 CS2256
 CS2256.The geoid height was determined by GEOID03.
 CS2256
 CS2256.The dynamic height is computed by dividing the NAVD 88
 CS2256.geopotential number by the normal gravity value computed on the
 CS2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2256.degrees latitude (g = 980.6199 gals.).
 CS2256
 CS2256.The modeled gravity was interpolated from observed gravity values.
 CS2256
 CS2256;                    North         East    Units  Estimated Accuracy
 CS2256;SPC TX C     - 3,265,270.      951,990.      MT  (+/- 180 meters Scaled)
 CS2256
 CS2256                          SUPERSEDED SURVEY CONTROL
 CS2256
 CS2256  NGVD 29 (??/??/92)  241.412  (m)          792.03   (f) ADJ UNCH    2 0
 CS2256
 CS2256.Superseded values are not recommended for survey control.
 CS2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2256.See file dsdata.txt to determine how the superseded data were derived.
 CS2256
 CS2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA260447(NAD 83)
 CS2256_MARKER: DB = BENCH MARK DISK
 CS2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2256_STAMPING: F 195 1933 792.033
 CS2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2256+STABILITY: SURFACE MOTION
 CS2256
 CS2256  HISTORY     - Date     Condition        Report By
 CS2256  HISTORY     - 1933     MONUMENTED       CGS
 CS2256  HISTORY     - 1951     GOOD             NGS
 CS2256  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2256
 CS2256                          STATION DESCRIPTION
 CS2256
 CS2256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS2256'03.8 MI W FROM MORGAN.
 CS2256'ABOUT 03.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 CS2256'MORGAN, BOSQUE COUNTY, 6 FEET WEST OF MILEPOST 58, AND ABOUT 30 FEET
 CS2256'SOUTH OF THE CENTERLINE OF THE TRACKS.  A STANDARD DISK STAMPED F 195
 CS2256'1933 792.033 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS2256'ABOUT 3 INCHES.  NOTE-- THE MILEPOST NUMBER IS THE ORIGINAL MILEAGE.
 CS2256'THIS NUMBER WILL BE CHANGED WHEN THE ROUTE AROUND LAKE WHITNEY IS
 CS2256'COMPLETED.
 CS2256
 CS2256                          STATION RECOVERY (2001)
 CS2256
 CS2256'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0357 ***********************************************************************
 BM0357  DESIGNATION -  F 196
 BM0357  PID         -  BM0357
 BM0357  STATE/COUNTY-  TX/WILLIAMSON
 BM0357  USGS QUAD   -  TAYLOR (1989)
 BM0357
 BM0357                         *CURRENT SURVEY CONTROL
 BM0357  ___________________________________________________________________
 BM0357* NAD 83(1986)-  30 34 15.     (N)    097 24 34.     (W)     SCALED    
 BM0357* NAVD 88     -       172.84   (+/-2cm)     567.1    (feet)  VERTCON   
 BM0357  ___________________________________________________________________
 BM0357  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0357
 BM0357  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0357
 BM0357.The horizontal coordinates were scaled from a topographic map and have
 BM0357.an estimated accuracy of +/- 6 seconds.
 BM0357
 BM0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0357.The vertical order pertains to the NGVD 29 superseded value.
 BM0357
 BM0357.The geoid height was determined by GEOID03.
 BM0357
 BM0357;                    North         East    Units  Estimated Accuracy
 BM0357;SPC TX C     - 3,103,920.      980,430.      MT  (+/- 180 meters Scaled)
 BM0357
 BM0357                          SUPERSEDED SURVEY CONTROL
 BM0357
 BM0357  NGVD 29 (??/??/92)  172.765  (m)          566.81   (f) ADJ UNCH    1 2
 BM0357
 BM0357.Superseded values are not recommended for survey control.
 BM0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0357.See file dsdata.txt to determine how the superseded data were derived.
 BM0357
 BM0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU525831(NAD 83)
 BM0357_MARKER: DB = BENCH MARK DISK
 BM0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0357_SP_SET: WALL
 BM0357_STAMPING: F-196 1933
 BM0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0357+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 BM0357
 BM0357  HISTORY     - Date     Condition        Report By
 BM0357  HISTORY     - 1933     MONUMENTED       CGS
 BM0357  HISTORY     - 1935     GOOD             NGS
 BM0357  HISTORY     - 1983     GOOD             USPSQD
 BM0357  HISTORY     - 1990     GOOD             USPSQD
 BM0357  HISTORY     - 19991231 GOOD             USPSQD
 BM0357  HISTORY     - 20031112 GOOD             USPSQD
 BM0357
 BM0357                          STATION DESCRIPTION
 BM0357
 BM0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0357'IN TAYLOR.
 BM0357'AT POST OFFICE, SET VERTICAL IN EAST WALL OF BUILDING, 8 INCHES FROM
 BM0357'SOUTH EDGE, 1 2/3 FEET ABOVE CONCRETE PIPE INCLOSURE.
 BM0357
 BM0357                          STATION RECOVERY (1935)
 BM0357
 BM0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0357'RECOVERED IN GOOD CONDITION.
 BM0357
 BM0357                          STATION RECOVERY (1983)
 BM0357
 BM0357'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0357'RECOVERED IN GOOD CONDITION.
 BM0357
 BM0357                          STATION RECOVERY (1990)
 BM0357
 BM0357'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0357'RECOVERED IN GOOD CONDITION.
 BM0357
 BM0357                          STATION RECOVERY (1999)
 BM0357
 BM0357'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0357'RECOVERED IN GOOD CONDITION.
 BM0357
 BM0357                          STATION RECOVERY (2003)
 BM0357
 BM0357'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0272 ***********************************************************************
 BM0272  DESIGNATION -  F 197
 BM0272  PID         -  BM0272
 BM0272  STATE/COUNTY-  TX/MILAM
 BM0272  USGS QUAD   -  HANOVER (1989)
 BM0272
 BM0272                         *CURRENT SURVEY CONTROL
 BM0272  ___________________________________________________________________
 BM0272* NAD 83(1986)-  30 45 14.     (N)    096 45 54.     (W)     SCALED    
 BM0272* NAVD 88     -       126.11   (+/-2cm)     413.7    (feet)  VERTCON   
 BM0272  ___________________________________________________________________
 BM0272  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM0272
 BM0272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0272
 BM0272.The horizontal coordinates were scaled from a topographic map and have
 BM0272.an estimated accuracy of +/- 6 seconds.
 BM0272
 BM0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0272.The vertical order pertains to the NGVD 29 superseded value.
 BM0272
 BM0272.The geoid height was determined by GEOID03.
 BM0272
 BM0272;                    North         East    Units  Estimated Accuracy
 BM0272;SPC TX C     - 3,126,000.    1,041,570.      MT  (+/- 180 meters Scaled)
 BM0272
 BM0272                          SUPERSEDED SURVEY CONTROL
 BM0272
 BM0272  NGVD 29 (??/??/92)  126.060  (m)          413.58   (f) ADJ UNCH    2 0
 BM0272
 BM0272.Superseded values are not recommended for survey control.
 BM0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0272.See file dsdata.txt to determine how the superseded data were derived.
 BM0272
 BM0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV139044(NAD 83)
 BM0272_MARKER: DB = BENCH MARK DISK
 BM0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0272_SP_SET: ABUTMENT
 BM0272_STAMPING: 413.657 F 197 1933
 BM0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0272
 BM0272  HISTORY     - Date     Condition        Report By
 BM0272  HISTORY     - 1933     MONUMENTED       CGS
 BM0272  HISTORY     - 19991111 GOOD             USPSQD
 BM0272
 BM0272                          STATION DESCRIPTION
 BM0272
 BM0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0272'3.4 MI SW FROM GAUSE.
 BM0272'3.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0272'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT GAUSE,
 BM0272'MILAM COUNTY, 87 YARDS SOUTHWEST OF MILEPOST 103, AT A CONCRETE
 BM0272'CULVERT, AND IN THE TOP OF THE WEST END OF THE ABUTMENT.
 BM0272
 BM0272                          STATION RECOVERY (1999)
 BM0272
 BM0272'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1030 ***********************************************************************
 BZ1030  DESIGNATION -  F 198
 BZ1030  PID         -  BZ1030
 BZ1030  STATE/COUNTY-  TX/HAMILTON
 BZ1030  USGS QUAD   -  JONESBORO (1979)
 BZ1030
 BZ1030                         *CURRENT SURVEY CONTROL
 BZ1030  ___________________________________________________________________
 BZ1030* NAD 83(1986)-  31 36 11.     (N)    097 59 14.     (W)     SCALED    
 BZ1030* NAVD 88     -       336.712  (meters)    1104.70   (feet)  ADJUSTED  
 BZ1030  ___________________________________________________________________
 BZ1030  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BZ1030  DYNAMIC HT  -         336.278 (meters)    1103.27  (feet)  COMP
 BZ1030  MODELED GRAV-     979,342.7   (mgal)                       NAVD 88
 BZ1030
 BZ1030  VERT ORDER  -  SECOND    CLASS 0
 BZ1030
 BZ1030.The horizontal coordinates were scaled from a topographic map and have
 BZ1030.an estimated accuracy of +/- 6 seconds.
 BZ1030
 BZ1030.The orthometric height was determined by differential leveling
 BZ1030.and adjusted by the National Geodetic Survey in June 1991..
 BZ1030
 BZ1030.The geoid height was determined by GEOID03.
 BZ1030
 BZ1030.The dynamic height is computed by dividing the NAVD 88
 BZ1030.geopotential number by the normal gravity value computed on the
 BZ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1030.degrees latitude (g = 980.6199 gals.).
 BZ1030
 BZ1030.The modeled gravity was interpolated from observed gravity values.
 BZ1030
 BZ1030;                    North         East    Units  Estimated Accuracy
 BZ1030;SPC TX C     - 3,217,010.      922,610.      MT  (+/- 180 meters Scaled)
 BZ1030
 BZ1030                          SUPERSEDED SURVEY CONTROL
 BZ1030
 BZ1030  NGVD 29 (??/??/92)  336.630  (m)         1104.43   (f) ADJ UNCH    2 0
 BZ1030
 BZ1030.Superseded values are not recommended for survey control.
 BZ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1030.See file dsdata.txt to determine how the superseded data were derived.
 BZ1030
 BZ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV960968(NAD 83)
 BZ1030_MARKER: DB = BENCH MARK DISK
 BZ1030_SETTING: 66 = SET IN ROCK OUTCROP
 BZ1030_SP_SET: ROCK OUTCROP
 BZ1030_STAMPING: F 198 1933
 BZ1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1030+STABILITY: POSITION/ELEVATION WELL
 BZ1030
 BZ1030  HISTORY     - Date     Condition        Report By
 BZ1030  HISTORY     - 1933     MONUMENTED       CGS
 BZ1030  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1030
 BZ1030                          STATION DESCRIPTION
 BZ1030
 BZ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ1030'2.7 MI NW FROM IRELAND.
 BZ1030'IN HAMILTON COUNTY, 2.7 MILES NORTHWEST ALONG THE ST. LOUIS
 BZ1030'SOUTHWESTERN RAILWAY FROM IRELAND, CORYELL COUNTY, 97 FEET SOUTHEAST
 BZ1030'OF POLE 19+29, 46 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 3
 BZ1030'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK
 BZ1030'OUTCROP.
 BZ1030
 BZ1030                          STATION RECOVERY (2001)
 BZ1030
 BZ1030'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0869 ***********************************************************************
 BZ0869  DESIGNATION -  F 199
 BZ0869  PID         -  BZ0869
 BZ0869  STATE/COUNTY-  TX/MCLENNAN
 BZ0869  USGS QUAD   -  MC GREGOR (1993)
 BZ0869
 BZ0869                         *CURRENT SURVEY CONTROL
 BZ0869  ___________________________________________________________________
 BZ0869* NAD 83(1986)-  31 26 22.     (N)    097 24 11.     (W)     SCALED    
 BZ0869* NAVD 88     -       221.326  (meters)     726.13   (feet)  ADJUSTED  
 BZ0869  ___________________________________________________________________
 BZ0869  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BZ0869  DYNAMIC HT  -         221.037 (meters)     725.19  (feet)  COMP
 BZ0869  MODELED GRAV-     979,333.6   (mgal)                       NAVD 88
 BZ0869
 BZ0869  VERT ORDER  -  SECOND    CLASS 0
 BZ0869
 BZ0869.The horizontal coordinates were scaled from a topographic map and have
 BZ0869.an estimated accuracy of +/- 6 seconds.
 BZ0869
 BZ0869.The orthometric height was determined by differential leveling
 BZ0869.and adjusted by the National Geodetic Survey in June 1991..
 BZ0869
 BZ0869.The geoid height was determined by GEOID03.
 BZ0869
 BZ0869.The dynamic height is computed by dividing the NAVD 88
 BZ0869.geopotential number by the normal gravity value computed on the
 BZ0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0869.degrees latitude (g = 980.6199 gals.).
 BZ0869
 BZ0869.The modeled gravity was interpolated from observed gravity values.
 BZ0869
 BZ0869;                    North         East    Units  Estimated Accuracy
 BZ0869;SPC TX C     - 3,200,190.      978,510.      MT  (+/- 180 meters Scaled)
 BZ0869
 BZ0869                          SUPERSEDED SURVEY CONTROL
 BZ0869
 BZ0869  NGVD 29 (??/??/92)  221.279  (m)          725.98   (f) ADJ UNCH    2 0
 BZ0869
 BZ0869.Superseded values are not recommended for survey control.
 BZ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0869.See file dsdata.txt to determine how the superseded data were derived.
 BZ0869
 BZ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV517794(NAD 83)
 BZ0869_MARKER: DB = BENCH MARK DISK
 BZ0869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0869_SP_SET: FOUNDATION
 BZ0869_STAMPING: F 199 1933
 BZ0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0869
 BZ0869  HISTORY     - Date     Condition        Report By
 BZ0869  HISTORY     - 1933     MONUMENTED       CGS
 BZ0869  HISTORY     - 1934     GOOD             NGS
 BZ0869  HISTORY     - 19910527 GOOD             USPSQD
 BZ0869  HISTORY     - 19950715 GOOD             USPSQD
 BZ0869  HISTORY     - 20010317 GOOD             USPSQD
 BZ0869  HISTORY     - 20031011 GOOD             USPSQD
 BZ0869
 BZ0869                          STATION DESCRIPTION
 BZ0869
 BZ0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BZ0869'IN MCGREGOR.
 BZ0869'AT MCGREGOR, MCLENNAN COUNTY, AT THE TOWN WATER TOWER, AND IN THE TOP
 BZ0869'OF THE CONCRETE FOUNDATION OF THE EAST LEG.
 BZ0869
 BZ0869                          STATION RECOVERY (1991)
 BZ0869
 BZ0869'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0869'RECOVERED IN GOOD CONDITION.
 BZ0869
 BZ0869                          STATION RECOVERY (1995)
 BZ0869
 BZ0869'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0869'RECOVERED IN GOOD CONDITION.
 BZ0869
 BZ0869                          STATION RECOVERY (2001)
 BZ0869
 BZ0869'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0869'RECOVERED IN GOOD CONDITION.
 BZ0869
 BZ0869                          STATION RECOVERY (2003)
 BZ0869
 BZ0869'RECOVERY NOTE BY US POWER SQUADRON 2003
 BZ0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0514 ***********************************************************************
 DM0514  DESIGNATION -  F 2
 DM0514  PID         -  DM0514
 DM0514  STATE/COUNTY-  TX/HUNT
 DM0514  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM0514
 DM0514                         *CURRENT SURVEY CONTROL
 DM0514  ___________________________________________________________________
 DM0514* NAD 83(1986)-  33 14 33.     (N)    095 54 13.     (W)     SCALED    
 DM0514* NAVD 88     -       170.902  (meters)     560.70   (feet)  ADJUSTED  
 DM0514  ___________________________________________________________________
 DM0514  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 DM0514  DYNAMIC HT  -         170.717 (meters)     560.09  (feet)  COMP
 DM0514  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 DM0514
 DM0514  VERT ORDER  -  SECOND    CLASS 0
 DM0514
 DM0514.The horizontal coordinates were scaled from a topographic map and have
 DM0514.an estimated accuracy of +/- 6 seconds.
 DM0514
 DM0514.The orthometric height was determined by differential leveling
 DM0514.and adjusted by the National Geodetic Survey in June 1991..
 DM0514
 DM0514.The geoid height was determined by GEOID03.
 DM0514
 DM0514.The dynamic height is computed by dividing the NAVD 88
 DM0514.geopotential number by the normal gravity value computed on the
 DM0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0514.degrees latitude (g = 980.6199 gals.).
 DM0514
 DM0514.The modeled gravity was interpolated from observed gravity values.
 DM0514
 DM0514;                    North         East    Units  Estimated Accuracy
 DM0514;SPC TXNC     - 2,177,730.      841,920.      MT  (+/- 180 meters Scaled)
 DM0514
 DM0514                          SUPERSEDED SURVEY CONTROL
 DM0514
 DM0514  NGVD 29 (??/??/92)  170.886  (m)          560.65   (f) ADJ UNCH    2 0
 DM0514
 DM0514.Superseded values are not recommended for survey control.
 DM0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0514.See file dsdata.txt to determine how the superseded data were derived.
 DM0514
 DM0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS294819(NAD 83)
 DM0514_MARKER: DB = BENCH MARK DISK
 DM0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0514_STAMPING: F 2
 DM0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0514+STABILITY: SURFACE MOTION
 DM0514
 DM0514  HISTORY     - Date     Condition        Report By
 DM0514  HISTORY     - UNK      MONUMENTED       TXRD
 DM0514  HISTORY     - 1933     GOOD             NGS
 DM0514  HISTORY     - 1935     GOOD             NGS
 DM0514
 DM0514                          STATION DESCRIPTION
 DM0514
 DM0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0514'IN COMMERCE.
 DM0514'EAST TEXAS STATE TEACHERS COLLEGE, AT NORTHEAST CORNER OF LIBRARY
 DM0514'BUILDING.  TABLET ON TOP OF CONCRETE POST, 1 FOOT NORTHEAST OF CORNER.
 DM0514
 DM0514                          STATION RECOVERY (1935)
 DM0514
 DM0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0379 ***********************************************************************
 EN0379  DESIGNATION -  F 20
 EN0379  PID         -  EN0379
 EN0379  STATE/COUNTY-  TX/RANDALL
 EN0379  USGS QUAD   -  CANYON (1984)
 EN0379
 EN0379                         *CURRENT SURVEY CONTROL
 EN0379  ___________________________________________________________________
 EN0379* NAD 83(1986)-  34 59 00.     (N)    101 56 24.     (W)     SCALED    
 EN0379* NAVD 88     -      1090.866  (meters)    3578.95   (feet)  ADJUSTED  
 EN0379  ___________________________________________________________________
 EN0379  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 EN0379  DYNAMIC HT  -        1089.543 (meters)    3574.61  (feet)  COMP
 EN0379  MODELED GRAV-     979,384.8   (mgal)                       NAVD 88
 EN0379
 EN0379  VERT ORDER  -  FIRST     CLASS II
 EN0379
 EN0379.The horizontal coordinates were scaled from a topographic map and have
 EN0379.an estimated accuracy of +/- 6 seconds.
 EN0379
 EN0379.The orthometric height was determined by differential leveling
 EN0379.and adjusted by the National Geodetic Survey in June 1991..
 EN0379.WARNING-Repeat measurements at this control monument indicate possible
 EN0379.vertical movement.
 EN0379
 EN0379.The geoid height was determined by GEOID03.
 EN0379
 EN0379.The dynamic height is computed by dividing the NAVD 88
 EN0379.geopotential number by the normal gravity value computed on the
 EN0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0379.degrees latitude (g = 980.6199 gals.).
 EN0379
 EN0379.The modeled gravity was interpolated from observed gravity values.
 EN0379
 EN0379;                    North         East    Units  Estimated Accuracy
 EN0379;SPC TX N     - 1,109,180.      159,830.      MT  (+/- 180 meters Scaled)
 EN0379
 EN0379                          SUPERSEDED SURVEY CONTROL
 EN0379
 EN0379  NGVD 29 (??/??/92) 1090.394  (m)         3577.40   (f) ADJ UNCH    1 2
 EN0379
 EN0379.Superseded values are not recommended for survey control.
 EN0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0379.See file dsdata.txt to determine how the superseded data were derived.
 EN0379
 EN0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD316751(NAD 83)
 EN0379_MARKER: B = BOLT
 EN0379_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EN0379+WITH SETTING: PAVEMENT
 EN0379_MARK LOGO: CGS   
 EN0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0379+STABILITY: SURFACE MOTION
 EN0379
 EN0379  HISTORY     - Date     Condition        Report By
 EN0379  HISTORY     - UNK      MONUMENTED       CGS
 EN0379  HISTORY     - 1958     GOOD             NGS
 EN0379  HISTORY     - 1961     MARK NOT FOUND   USGS
 EN0379  HISTORY     - 1984     GOOD             NGS
 EN0379
 EN0379                          STATION DESCRIPTION
 EN0379
 EN0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0379'0.35 MI W FROM CANYON.
 EN0379'ABOUT 0.35 MILE WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EN0379'STATION CANYON, IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE FOOTING
 EN0379'OF THE SOUTHWEST LEG OF THE WATER TANK, ABOUT 70 YARDS NORTH OF THE
 EN0379'NEAR RAIL OF THE MAIN TRACK, AND ABOUT 2-INCHES BELOW THE LEVEL OF THE
 EN0379'GROUND.
 EN0379
 EN0379                          STATION RECOVERY (1961)
 EN0379
 EN0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EN0379'MARK NOT FOUND.
 EN0379
 EN0379                          STATION RECOVERY (1984)
 EN0379
 EN0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0055 ***********************************************************************
 BN0055  DESIGNATION -  F 200
 BN0055  PID         -  BN0055
 BN0055  STATE/COUNTY-  TX/BURNET
 BN0055  USGS QUAD   -  BERTRAM (1986)
 BN0055
 BN0055                         *CURRENT SURVEY CONTROL
 BN0055  ___________________________________________________________________
 BN0055* NAD 83(1986)-  30 44 48.     (N)    098 05 54.     (W)     SCALED    
 BN0055* NAVD 88     -       407.625  (meters)    1337.35   (feet)  ADJUSTED  
 BN0055  ___________________________________________________________________
 BN0055  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 BN0055  DYNAMIC HT  -         407.073 (meters)    1335.54  (feet)  COMP
 BN0055  MODELED GRAV-     979,275.6   (mgal)                       NAVD 88
 BN0055
 BN0055  VERT ORDER  -  SECOND    CLASS 0
 BN0055
 BN0055.The horizontal coordinates were scaled from a topographic map and have
 BN0055.an estimated accuracy of +/- 6 seconds.
 BN0055
 BN0055.The orthometric height was determined by differential leveling
 BN0055.and adjusted by the National Geodetic Survey in June 1991..
 BN0055
 BN0055.The geoid height was determined by GEOID03.
 BN0055
 BN0055.The dynamic height is computed by dividing the NAVD 88
 BN0055.geopotential number by the normal gravity value computed on the
 BN0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0055.degrees latitude (g = 980.6199 gals.).
 BN0055
 BN0055.The modeled gravity was interpolated from observed gravity values.
 BN0055
 BN0055;                    North         East    Units  Estimated Accuracy
 BN0055;SPC TX C     - 3,121,870.      913,980.      MT  (+/- 180 meters Scaled)
 BN0055
 BN0055                          SUPERSEDED SURVEY CONTROL
 BN0055
 BN0055  NGVD 29 (??/??/92)  407.538  (m)         1337.06   (f) ADJ UNCH    2 0
 BN0055
 BN0055.Superseded values are not recommended for survey control.
 BN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0055.See file dsdata.txt to determine how the superseded data were derived.
 BN0055
 BN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV863018(NAD 83)
 BN0055_MARKER: DB = BENCH MARK DISK
 BN0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0055_STAMPING: F-200 1933
 BN0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0055+STABILITY: SURFACE MOTION
 BN0055
 BN0055  HISTORY     - Date     Condition        Report By
 BN0055  HISTORY     - 1933     MONUMENTED       CGS
 BN0055  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 BN0055
 BN0055                          STATION DESCRIPTION
 BN0055
 BN0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0055'2.7 MI W FROM BERTRAM.
 BN0055'ALONG TEXAS AND NEW ORLEANS RAILROAD, 875 FEET NORTHEAST OF MILEPOST
 BN0055'52, AT ROAD CROSSING AND CATTLE GUARD 51-C, 42 FEET NORTHWEST OF
 BN0055'CENTER OF TRACK, 21 FEET SOUTHWEST OF CENTERLINE OF ROAD, MONUMENT IN
 BN0055'RIGHT OF WAY FENCE CORNER.
 BN0055
 BN0055                          STATION RECOVERY (2002)
 BN0055
 BN0055'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0612 ***********************************************************************
 BM0612  DESIGNATION -  F 201
 BM0612  PID         -  BM0612
 BM0612  STATE/COUNTY-  TX/TRAVIS
 BM0612  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0612
 BM0612                         *CURRENT SURVEY CONTROL
 BM0612  ___________________________________________________________________
 BM0612* NAD 83(1986)-  30 24 04.     (N)    097 42 41.     (W)     SCALED    
 BM0612* NAVD 88     -       219.73   (+/-2cm)     720.9    (feet)  VERTCON   
 BM0612  ___________________________________________________________________
 BM0612  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BM0612
 BM0612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0612
 BM0612.The horizontal coordinates were scaled from a topographic map and have
 BM0612.an estimated accuracy of +/- 6 seconds.
 BM0612
 BM0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0612.The vertical order pertains to the NGVD 29 superseded value.
 BM0612
 BM0612.The geoid height was determined by GEOID03.
 BM0612
 BM0612;                    North         East    Units  Estimated Accuracy
 BM0612;SPC TX C     - 3,084,390.      951,920.      MT  (+/- 180 meters Scaled)
 BM0612
 BM0612                          SUPERSEDED SURVEY CONTROL
 BM0612
 BM0612  NGVD 29 (??/??/92)  219.648  (m)          720.63   (f) ADJ UNCH    2 0
 BM0612
 BM0612.Superseded values are not recommended for survey control.
 BM0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0612.See file dsdata.txt to determine how the superseded data were derived.
 BM0612
 BM0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU237639(NAD 83)
 BM0612_MARKER: DB = BENCH MARK DISK
 BM0612_SETTING: 66 = SET IN ROCK OUTCROP
 BM0612_SP_SET: OUTCROP
 BM0612_STAMPING: F-201 1933
 BM0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0612+STABILITY: POSITION/ELEVATION WELL
 BM0612
 BM0612  HISTORY     - Date     Condition        Report By
 BM0612  HISTORY     - 1933     MONUMENTED       CGS
 BM0612  HISTORY     - 1968     MARK NOT FOUND   USGS
 BM0612  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0612  HISTORY     - 19980809 MARK NOT FOUND   USPSQD
 BM0612
 BM0612                          STATION DESCRIPTION
 BM0612
 BM0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0612'4.5 MI SE FROM MCNEIL.
 BM0612'ALONG TEXAS AND NEW ORLEANS RAILROAD, 350 FEET NORTHEAST OF MILEPOST
 BM0612'12, 350 FEET SOUTHWEST OF CATTLE GUARD 12-A, 25 FEET SOUTHEAST OF
 BM0612'CENTER OF TRACK, 1 FOOT SOUTHEAST OF RIGHT OF WAY FENCE, IN LIMESTONE
 BM0612'OUTCROP.
 BM0612
 BM0612                          STATION RECOVERY (1968)
 BM0612
 BM0612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BM0612'MARK NOT FOUND.
 BM0612
 BM0612                          STATION RECOVERY (1980)
 BM0612
 BM0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0612'SEARCHED FOR, NOT RECOVERED.
 BM0612
 BM0612                          STATION RECOVERY (1998)
 BM0612
 BM0612'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0080 ***********************************************************************
 BN0080  DESIGNATION -  F 202
 BN0080  PID         -  BN0080
 BN0080  STATE/COUNTY-  TX/HAYS
 BN0080  USGS QUAD   -  DRIPPING SPRINGS (1986)
 BN0080
 BN0080                         *CURRENT SURVEY CONTROL
 BN0080  ___________________________________________________________________
 BN0080* NAD 83(1986)-  30 12 19.     (N)    098 07 17.     (W)     SCALED    
 BN0080* NAVD 88     -       361.936  (meters)    1187.45   (feet)  ADJUSTED  
 BN0080  ___________________________________________________________________
 BN0080  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 BN0080  DYNAMIC HT  -         361.431 (meters)    1185.79  (feet)  COMP
 BN0080  MODELED GRAV-     979,233.9   (mgal)                       NAVD 88
 BN0080
 BN0080  VERT ORDER  -  SECOND    CLASS 0
 BN0080
 BN0080.The horizontal coordinates were scaled from a topographic map and have
 BN0080.an estimated accuracy of +/- 6 seconds.
 BN0080
 BN0080.The orthometric height was determined by differential leveling
 BN0080.and adjusted by the National Geodetic Survey in June 1991..
 BN0080
 BN0080.The geoid height was determined by GEOID03.
 BN0080
 BN0080.The dynamic height is computed by dividing the NAVD 88
 BN0080.geopotential number by the normal gravity value computed on the
 BN0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0080.degrees latitude (g = 980.6199 gals.).
 BN0080
 BN0080.The modeled gravity was interpolated from observed gravity values.
 BN0080
 BN0080;                    North         East    Units  Estimated Accuracy
 BN0080;SPC TXSC     - 4,263,200.      684,600.      MT  (+/- 180 meters Scaled)
 BN0080
 BN0080                          SUPERSEDED SURVEY CONTROL
 BN0080
 BN0080  NGVD 29 (??/??/92)  361.840  (m)         1187.14   (f) ADJ UNCH    2 0
 BN0080
 BN0080.Superseded values are not recommended for survey control.
 BN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0080.See file dsdata.txt to determine how the superseded data were derived.
 BN0080
 BN0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU845418(NAD 83)
 BN0080_MARKER: DB = BENCH MARK DISK
 BN0080_SETTING: 80 = SET IN A BOULDER
 BN0080_SP_SET: BOULDER
 BN0080_STAMPING: F 202 1933
 BN0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0080+STABILITY: SURFACE MOTION
 BN0080
 BN0080  HISTORY     - Date     Condition        Report By
 BN0080  HISTORY     - 1933     MONUMENTED       CGS
 BN0080  HISTORY     - 1953     GOOD             NGS
 BN0080  HISTORY     - 1963     MARK NOT FOUND   USGS
 BN0080  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0080  HISTORY     - 19960127 MARK NOT FOUND   USPSQD
 BN0080  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 BN0080
 BN0080                          STATION DESCRIPTION
 BN0080
 BN0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0080'1.9 MI W FROM DRIPPING SPRINGS.
 BN0080'1.9 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT DRIPPING
 BN0080'SPRINGS, 98.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 88 FEET
 BN0080'NORTHEAST OF THE NORTHEAST CORNER OF THE HEADWALL OF A CONCRETE
 BN0080'CULVERT, 48 FEET NORTH OF A FENCE, FLUSH WITH THE GROUND, SET IN THE
 BN0080'TOP OF THE CENTER OF A SMALL LIMESTONE BOULDER.
 BN0080
 BN0080                          STATION RECOVERY (1963)
 BN0080
 BN0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BN0080'MARK NOT FOUND.
 BN0080
 BN0080                          STATION RECOVERY (1990)
 BN0080
 BN0080'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0080'MARK NOT FOUND.
 BN0080
 BN0080                          STATION RECOVERY (1996)
 BN0080
 BN0080'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0080'MARK NOT FOUND.
 BN0080
 BN0080                          STATION RECOVERY (1999)
 BN0080
 BN0080'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0159 ***********************************************************************
 BN0159  DESIGNATION -  F 203
 BN0159  PID         -  BN0159
 BN0159  STATE/COUNTY-  TX/GILLESPIE
 BN0159  USGS QUAD   -  CAIN CITY (1963)
 BN0159
 BN0159                         *CURRENT SURVEY CONTROL
 BN0159  ___________________________________________________________________
 BN0159* NAD 83(1986)-  30 13 29.     (N)    098 47 40.     (W)     SCALED    
 BN0159* NAVD 88     -       482.918  (meters)    1584.37   (feet)  POSTED    
 BN0159  ___________________________________________________________________
 BN0159  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 BN0159  DYNAMIC HT  -         482.250 (meters)    1582.18  (feet)  COMP
 BN0159  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 BN0159
 BN0159  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0159
 BN0159.The horizontal coordinates were scaled from a topographic map and have
 BN0159.an estimated accuracy of +/- 6 seconds.
 BN0159
 BN0159.The orthometric height was determined by differential leveling
 BN0159.and adjusted by the National Geodetic Survey in 1992..
 BN0159.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0159.rate of 1.1 thru 2.0 mm/km.
 BN0159
 BN0159.The geoid height was determined by GEOID03.
 BN0159
 BN0159.The dynamic height is computed by dividing the NAVD 88
 BN0159.geopotential number by the normal gravity value computed on the
 BN0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0159.degrees latitude (g = 980.6199 gals.).
 BN0159
 BN0159.The modeled gravity was interpolated from observed gravity values.
 BN0159
 BN0159;                    North         East    Units  Estimated Accuracy
 BN0159;SPC TX C     - 3,062,890.      848,140.      MT  (+/- 180 meters Scaled)
 BN0159
 BN0159                          SUPERSEDED SURVEY CONTROL
 BN0159
 BN0159  NGVD 29 (??/??/92)  482.866  (m)         1584.20   (f) ADJ UNCH    2 0
 BN0159
 BN0159.Superseded values are not recommended for survey control.
 BN0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0159.See file dsdata.txt to determine how the superseded data were derived.
 BN0159
 BN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU197437(NAD 83)
 BN0159_MARKER: DB = BENCH MARK DISK
 BN0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0159_STAMPING: F 203 1933
 BN0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0159+STABILITY: SURFACE MOTION
 BN0159
 BN0159  HISTORY     - Date     Condition        Report By
 BN0159  HISTORY     - 1933     MONUMENTED       CGS
 BN0159  HISTORY     - 1953     GOOD             NGS
 BN0159  HISTORY     - 1956     GOOD             NGS
 BN0159  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0159
 BN0159                          STATION DESCRIPTION
 BN0159
 BN0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0159'6.2 MI SE FROM FREDERICKSBURG.
 BN0159'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BN0159'FREDERICKSBURG, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.5
 BN0159'FEET SOUTHWEST OF A FENCE CORNER, 129 FEET SOUTHWEST OF THE SOUTHWEST
 BN0159'CORNER OF A SCHOOLHOUSE, 1.2 FEET SOUTH OF A WITNESS POST, 1.8 FEET
 BN0159'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 BN0159'FOOT ABOVE THE GROUND.
 BN0159
 BN0159                          STATION RECOVERY (1956)
 BN0159
 BN0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 BN0159'RECOVERED IN GOOD CONDITION.
 BN0159
 BN0159                          STATION RECOVERY (1993)
 BN0159
 BN0159'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0836 ***********************************************************************
 BN0836  DESIGNATION -  F 203 RESET
 BN0836  PID         -  BN0836
 BN0836  STATE/COUNTY-  TX/GILLESPIE
 BN0836  USGS QUAD   -  CAIN CITY (1963)
 BN0836
 BN0836                         *CURRENT SURVEY CONTROL
 BN0836  ___________________________________________________________________
 BN0836* NAD 83(1986)-  30 13 29.     (N)    098 47 40.     (W)     SCALED    
 BN0836* NAVD 88     -       483.18   (+/-2cm)    1585.2    (feet)  VERTCON   
 BN0836  ___________________________________________________________________
 BN0836  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 BN0836
 BN0836  VERT ORDER  -  THIRD (See Below)
 BN0836
 BN0836.The horizontal coordinates were scaled from a topographic map and have
 BN0836.an estimated accuracy of +/- 6 seconds.
 BN0836
 BN0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0836.The vertical order pertains to the NGVD 29 superseded value.
 BN0836
 BN0836.The geoid height was determined by GEOID03.
 BN0836
 BN0836;                    North         East    Units  Estimated Accuracy
 BN0836;SPC TX C     - 3,062,890.      848,140.      MT  (+/- 180 meters Scaled)
 BN0836
 BN0836                          SUPERSEDED SURVEY CONTROL
 BN0836
 BN0836  NGVD 29 (01/29/03)  483.13   (m)         1585.1    (f) RESET       3  
 BN0836
 BN0836.Superseded values are not recommended for survey control.
 BN0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0836.See file dsdata.txt to determine how the superseded data were derived.
 BN0836
 BN0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU197437(NAD 83)
 BN0836_MARKER: DB = BENCH MARK DISK
 BN0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0836_SP_SET: CONCRETE POST
 BN0836_STAMPING: F 203 RESET 1955
 BN0836_MARK LOGO: CGS   
 BN0836_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0836+STABILITY: SURFACE MOTION
 BN0836
 BN0836  HISTORY     - Date     Condition        Report By
 BN0836  HISTORY     - 1955     MONUMENTED       TXHD
 BN0836  HISTORY     - 19930713 GOOD             USPSQD
 BN0836  HISTORY     - 20060130 MARK NOT FOUND   USPSQD
 BN0836
 BN0836                          STATION DESCRIPTION
 BN0836
 BN0836'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 BN0836'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE IN
 BN0836'FREDERICKSBURG, 94 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BN0836'SCHOOLHOUSE, 54 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT SURVEY
 BN0836'STATION 331 PLUS 00, 1 FOOT SOUTH OF A FENCE, AND 2 FEET FROM A WHITE
 BN0836'WOODEN WITNESS POST, PROJECTING 0.3 FOOT ABOVE GROUND.
 BN0836
 BN0836                          STATION RECOVERY (1993)
 BN0836
 BN0836'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0836'RECOVERED IN GOOD CONDITION.
 BN0836
 BN0836                          STATION RECOVERY (2006)
 BN0836
 BN0836'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0836'THIS IS FOUR LANE HWY. THE OLD SCHOOL HOUSE IS THERE SURROUNDED BY NEW
 BN0836'BUILDINGS  WITH ROCK FENCING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0417 ***********************************************************************
 BZ0417  DESIGNATION -  F 204
 BZ0417  PID         -  BZ0417
 BZ0417  STATE/COUNTY-  TX/LEON
 BZ0417  USGS QUAD   -  JEWETT (1982)
 BZ0417
 BZ0417                         *CURRENT SURVEY CONTROL
 BZ0417  ___________________________________________________________________
 BZ0417* NAD 83(1986)-  31 19 20.     (N)    096 09 57.     (W)     SCALED    
 BZ0417* NAVD 88     -       141.904  (meters)     465.56   (feet)  ADJUSTED  
 BZ0417  ___________________________________________________________________
 BZ0417  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BZ0417  DYNAMIC HT  -         141.727 (meters)     464.98  (feet)  COMP
 BZ0417  MODELED GRAV-     979,394.6   (mgal)                       NAVD 88
 BZ0417
 BZ0417  VERT ORDER  -  FIRST     CLASS II
 BZ0417
 BZ0417.The horizontal coordinates were scaled from a topographic map and have
 BZ0417.an estimated accuracy of +/- 6 seconds.
 BZ0417
 BZ0417.The orthometric height was determined by differential leveling
 BZ0417.and adjusted by the National Geodetic Survey in June 1991..
 BZ0417
 BZ0417.The geoid height was determined by GEOID03.
 BZ0417
 BZ0417.The dynamic height is computed by dividing the NAVD 88
 BZ0417.geopotential number by the normal gravity value computed on the
 BZ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0417.degrees latitude (g = 980.6199 gals.).
 BZ0417
 BZ0417.The modeled gravity was interpolated from observed gravity values.
 BZ0417
 BZ0417;                    North         East    Units  Estimated Accuracy
 BZ0417;SPC TX C     - 3,190,960.    1,096,540.      MT  (+/- 180 meters Scaled)
 BZ0417
 BZ0417                          SUPERSEDED SURVEY CONTROL
 BZ0417
 BZ0417  NGVD 29 (??/??/92)  141.876  (m)          465.47   (f) ADJ UNCH    1 2
 BZ0417
 BZ0417.Superseded values are not recommended for survey control.
 BZ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0417.See file dsdata.txt to determine how the superseded data were derived.
 BZ0417
 BZ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV697687(NAD 83)
 BZ0417_MARKER: DB = BENCH MARK DISK
 BZ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0417_STAMPING: F 204 1933
 BZ0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0417+STABILITY: SURFACE MOTION
 BZ0417
 BZ0417  HISTORY     - Date     Condition        Report By
 BZ0417  HISTORY     - 1933     MONUMENTED       CGS
 BZ0417  HISTORY     - 1952     GOOD             NGS
 BZ0417
 BZ0417                          STATION DESCRIPTION
 BZ0417
 BZ0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0417'3.7 MI SE FROM JEWETT.
 BZ0417'2.2 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BZ0417'RAILROAD FROM THE STATION AT JEWETT, THENCE 1.5 MILES SOUTHEAST ALONG
 BZ0417'THE BURLINGTON AND ROCK ISLAND RAILROAD, 2 1/2 POLES SOUTHEAST OF
 BZ0417'MILEPOST 182, AT A ROAD CROSSING, 31 FEET NORTHEAST OF THE NORTHEAST
 BZ0417'RAIL, 23 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 31 FEET WEST OF
 BZ0417'A FENCE CORNER, 2.9 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 BZ0417'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1659 ***********************************************************************
 BL1659  DESIGNATION -  F 205
 BL1659  PID         -  BL1659
 BL1659  STATE/COUNTY-  TX/MADISON
 BL1659  USGS QUAD   -  CONNOR (1962)
 BL1659
 BL1659                         *CURRENT SURVEY CONTROL
 BL1659  ___________________________________________________________________
 BL1659* NAD 83(1986)-  30 55 58.     (N)    095 50 53.     (W)     SCALED    
 BL1659* NAVD 88     -        89.58   (+/-2cm)     293.9    (feet)  VERTCON   
 BL1659  ___________________________________________________________________
 BL1659  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BL1659
 BL1659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1659
 BL1659.The horizontal coordinates were scaled from a topographic map and have
 BL1659.an estimated accuracy of +/- 6 seconds.
 BL1659
 BL1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1659.The vertical order pertains to the NGVD 29 superseded value.
 BL1659
 BL1659.The geoid height was determined by GEOID03.
 BL1659
 BL1659;                    North         East    Units  Estimated Accuracy
 BL1659;SPC TX C     - 3,148,990.    1,128,500.      MT  (+/- 180 meters Scaled)
 BL1659
 BL1659                          SUPERSEDED SURVEY CONTROL
 BL1659
 BL1659  NGVD 29 (??/??/92)   89.570  (m)          293.86   (f) ADJ UNCH    2 0
 BL1659
 BL1659.Superseded values are not recommended for survey control.
 BL1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1659.See file dsdata.txt to determine how the superseded data were derived.
 BL1659
 BL1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ278256(NAD 83)
 BL1659_MARKER: DB = BENCH MARK DISK
 BL1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1659_STAMPING: F 205 1933 293.848
 BL1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1659+STABILITY: SURFACE MOTION
 BL1659
 BL1659  HISTORY     - Date     Condition        Report By
 BL1659  HISTORY     - 1933     MONUMENTED       CGS
 BL1659  HISTORY     - 1947     GOOD             NGS
 BL1659  HISTORY     - 1962     POOR             USGS
 BL1659
 BL1659                          STATION DESCRIPTION
 BL1659
 BL1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1659'4.5 MI SE FROM MADISONVILLE.
 BL1659'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75 FROM THE MADISONVILLE
 BL1659'HIGH SCHOOL AT MADISONVILLE, AT THE TOP OF A HILL, 48.0 FEET WEST OF
 BL1659'THE CENTER OF A PRIVATE ROAD LEADING SOUTH TO A FARM HOUSE, 69.0 FEET
 BL1659'EAST OF TELEPHONE POLE NO.890, 45.5 FEET SOUTH OF THE CENTER OF THE
 BL1659'HIGHWAY, 4.4 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 1.5 FOOT WEST
 BL1659'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION
 BL1659'AS THE HIGHWAY AND PROJECTING 0.4 FOOT.
 BL1659
 BL1659                          STATION RECOVERY (1962)
 BL1659
 BL1659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BL1659'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1647 ***********************************************************************
 BL1647  DESIGNATION -  F 206
 BL1647  PID         -  BL1647
 BL1647  STATE/COUNTY-  TX/GRIMES
 BL1647  USGS QUAD   -  SINGLETON (1961)
 BL1647
 BL1647                         *CURRENT SURVEY CONTROL
 BL1647  ___________________________________________________________________
 BL1647* NAD 83(1986)-  30 39 52.     (N)    095 58 11.     (W)     SCALED    
 BL1647* NAVD 88     -        96.36   (+/-2cm)     316.1    (feet)  VERTCON   
 BL1647  ___________________________________________________________________
 BL1647  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BL1647
 BL1647  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1647
 BL1647.The horizontal coordinates were scaled from a topographic map and have
 BL1647.an estimated accuracy of +/- 6 seconds.
 BL1647
 BL1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1647.The vertical order pertains to the NGVD 29 superseded value.
 BL1647
 BL1647.The geoid height was determined by GEOID03.
 BL1647
 BL1647;                    North         East    Units  Estimated Accuracy
 BL1647;SPC TX C     - 3,118,810.    1,118,050.      MT  (+/- 180 meters Scaled)
 BL1647
 BL1647                          SUPERSEDED SURVEY CONTROL
 BL1647
 BL1647  NGVD 29 (??/??/92)   96.341  (m)          316.08   (f) ADJ UNCH    2 0
 BL1647
 BL1647.Superseded values are not recommended for survey control.
 BL1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1647.See file dsdata.txt to determine how the superseded data were derived.
 BL1647
 BL1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP154961(NAD 83)
 BL1647_MARKER: DB = BENCH MARK DISK
 BL1647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1647_SP_SET: CULVERT
 BL1647_STAMPING: F-206 1933
 BL1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1647+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 BL1647
 BL1647  HISTORY     - Date     Condition        Report By
 BL1647  HISTORY     - 1933     MONUMENTED       CGS
 BL1647  HISTORY     - 1954     GOOD             NGS
 BL1647  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1647  HISTORY     - 19991102 GOOD             USPSQD
 BL1647  HISTORY     - 20041014 GOOD             USPSQD
 BL1647
 BL1647                          STATION DESCRIPTION
 BL1647
 BL1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BL1647'1.2 MI N FROM SINGLETON.
 BL1647'1.2 MILES NORTH OF, ALONG BURLINGTON AND ROCK ISLAND RAILROAD.  AT
 BL1647'CONCRETE RAILROAD CULVERT, ABOUT 1700 FEET NORTHWEST OF CONCRETE
 BL1647'HIGHWAY BRIDGE WITH RAILROAD UNDERPASS, 19 FEET NORTHEAST OF CENTER OF
 BL1647'TRACK, SET HORIZONTAL IN TOP OF SOUTHEAST END OF CULVERT ABUTMENT.
 BL1647
 BL1647                          STATION RECOVERY (1954)
 BL1647
 BL1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1647'RECOVERED IN GOOD CONDITION.
 BL1647
 BL1647                          STATION RECOVERY (1994)
 BL1647
 BL1647'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1647'MARK NOT FOUND.
 BL1647
 BL1647                          STATION RECOVERY (1999)
 BL1647
 BL1647'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1647'RECOVERED IN GOOD CONDITION.
 BL1647
 BL1647                          STATION RECOVERY (2004)
 BL1647
 BL1647'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1647'METAL WETNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0095 ***********************************************************************
 BM0095  DESIGNATION -  F 207
 BM0095  PID         -  BM0095
 BM0095  STATE/COUNTY-  TX/WASHINGTON
 BM0095  USGS QUAD   -  BUCKHORN (1989)
 BM0095
 BM0095                         *CURRENT SURVEY CONTROL
 BM0095  ___________________________________________________________________
 BM0095* NAD 83(1986)-  30 07 03.     (N)    096 11 20.     (W)     SCALED    
 BM0095* NAVD 88     -        52.45   (+/-2cm)     172.1    (feet)  VERTCON   
 BM0095  ___________________________________________________________________
 BM0095  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BM0095
 BM0095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0095
 BM0095.The horizontal coordinates were scaled from a topographic map and have
 BM0095.an estimated accuracy of +/- 6 seconds.
 BM0095
 BM0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0095.The vertical order pertains to the NGVD 29 superseded value.
 BM0095
 BM0095.The geoid height was determined by GEOID03.
 BM0095
 BM0095;                    North         East    Units  Estimated Accuracy
 BM0095;SPC TX C     - 3,057,420.    1,099,320.      MT  (+/- 180 meters Scaled)
 BM0095
 BM0095                          SUPERSEDED SURVEY CONTROL
 BM0095
 BM0095  NGVD 29 (??/??/92)   52.428  (m)          172.01   (f) ADJ UNCH    2 0
 BM0095
 BM0095.Superseded values are not recommended for survey control.
 BM0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0095.See file dsdata.txt to determine how the superseded data were derived.
 BM0095
 BM0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU708351(NAD 83)
 BM0095_MARKER: DB = BENCH MARK DISK
 BM0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0095_SP_SET: PIER
 BM0095_STAMPING: F-207 1934
 BM0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0095
 BM0095  HISTORY     - Date     Condition        Report By
 BM0095  HISTORY     - 1934     MONUMENTED       CGS
 BM0095  HISTORY     - 1954     GOOD             NGS
 BM0095  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0095
 BM0095                          STATION DESCRIPTION
 BM0095
 BM0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0095'4.4 MI E FROM CHAPEL HILL.
 BM0095'4.4 MILES EAST OF, ALONG TEXAS AND NEW ORLEANS RAILROAD AT THE BRAZOS
 BM0095'RIVER RAILROAD BRIDGE, SET IN TOP OF THE NORTHEAST CONCRETE PIER.
 BM0095
 BM0095                          STATION RECOVERY (1954)
 BM0095
 BM0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0095'RECOVERED IN GOOD CONDITION.
 BM0095
 BM0095                          STATION RECOVERY (1994)
 BM0095
 BM0095'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0209 ***********************************************************************
 AX0209  DESIGNATION -  F 209
 AX0209  PID         -  AX0209
 AX0209  STATE/COUNTY-  TX/AUSTIN
 AX0209  USGS QUAD   -  SEALY (1981)
 AX0209
 AX0209                         *CURRENT SURVEY CONTROL
 AX0209  ___________________________________________________________________
 AX0209* NAD 83(1986)-  29 47 55.     (N)    096 09 33.     (W)     SCALED    
 AX0209* NAVD 88     -        53.12   (+/-2cm)     174.3    (feet)  VERTCON   
 AX0209  ___________________________________________________________________
 AX0209  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0209
 AX0209  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX0209
 AX0209.The horizontal coordinates were scaled from a topographic map and have
 AX0209.an estimated accuracy of +/- 6 seconds.
 AX0209
 AX0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0209.The vertical order pertains to the NGVD 29 superseded value.
 AX0209
 AX0209.The geoid height was determined by GEOID03.
 AX0209
 AX0209;                    North         East    Units  Estimated Accuracy
 AX0209;SPC TXSC     - 4,221,140.      874,600.      MT  (+/- 180 meters Scaled)
 AX0209
 AX0209                          SUPERSEDED SURVEY CONTROL
 AX0209
 AX0209  NGVD 29 (??/??/92)   53.099  (m)          174.21   (f) ADJ UNCH    1 2
 AX0209
 AX0209.Superseded values are not recommended for survey control.
 AX0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0209.See file dsdata.txt to determine how the superseded data were derived.
 AX0209
 AX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT746998(NAD 83)
 AX0209_MARKER: DB = BENCH MARK DISK
 AX0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0209_SP_SET: STEP
 AX0209_STAMPING: F 209 1933 174.173
 AX0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0209+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 AX0209
 AX0209  HISTORY     - Date     Condition        Report By
 AX0209  HISTORY     - 1933     MONUMENTED       CGS
 AX0209  HISTORY     - 1954     GOOD             NGS
 AX0209  HISTORY     - 20040327 GOOD             USPSQD
 AX0209
 AX0209                          STATION DESCRIPTION
 AX0209
 AX0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AX0209'1.1 MI NW FROM SEALY.
 AX0209'1.1 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AX0209'THE STATION AT SEALY, WALLER COUNTY, 0.4 MILE SOUTH OF MILEPOST 96,
 AX0209'150 FEET NORTH OF SEMAPHORE 952, AT TRIPLE-ARCH STONE BRIDGE 95-B, AT
 AX0209'THE EAST END OF THE NORTH ABUTMENT, IN THE SECOND STEP FROM THE TOP,
 AX0209'15.5 FEET EAST OF THE EAST RAIL OF THE TRACK, AND 8 FEET LOWER THAN
 AX0209'THE RAIL.
 AX0209
 AX0209                          STATION RECOVERY (2004)
 AX0209
 AX0209'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3138 ***********************************************************************
 AW3138  DESIGNATION -  F 21
 AW3138  PID         -  AW3138
 AW3138  STATE/COUNTY-  TX/CHAMBERS
 AW3138  USGS QUAD   -  ANAHUAC (1993)
 AW3138
 AW3138                         *CURRENT SURVEY CONTROL
 AW3138  ___________________________________________________________________
 AW3138* NAD 83(1986)-  29 50 36.     (N)    094 38 10.     (W)     SCALED    
 AW3138* NAVD 88     -         9.48   (+/-2cm)      31.1    (feet)  VERTCON   
 AW3138  ___________________________________________________________________
 AW3138  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW3138
 AW3138  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3138
 AW3138.The horizontal coordinates were scaled from a topographic map and have
 AW3138.an estimated accuracy of +/- 6 seconds.
 AW3138
 AW3138.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3138.The vertical order pertains to the NGVD 29 superseded value.
 AW3138
 AW3138.The geoid height was determined by GEOID03.
 AW3138
 AW3138;                    North         East    Units  Estimated Accuracy
 AW3138;SPC TXSC     - 4,230,630.    1,021,580.      MT  (+/- 180 meters Scaled)
 AW3138
 AW3138                          SUPERSEDED SURVEY CONTROL
 AW3138
 AW3138  NGVD 29 (??/??/92)    9.482  (m)           31.11   (f) ADJ UNCH    1 2
 AW3138
 AW3138.Superseded values are not recommended for survey control.
 AW3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3138.See file dsdata.txt to determine how the superseded data were derived.
 AW3138
 AW3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP419025(NAD 83)
 AW3138_MARKER: DD = SURVEY DISK
 AW3138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3138_STAMPING: F 21 31.532
 AW3138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3138+STABILITY: SURFACE MOTION
 AW3138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3138+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3138
 AW3138  HISTORY     - Date     Condition        Report By
 AW3138  HISTORY     - UNK      MONUMENTED       TXRD
 AW3138  HISTORY     - 1973     POOR             NGS
 AW3138  HISTORY     - 19970412 GOOD             USPSQD
 AW3138  HISTORY     - 20010331 GOOD             NGS
 AW3138  HISTORY     - 20040220 GOOD             USPSQD
 AW3138  HISTORY     - 20060121 GOOD             USPSQD
 AW3138
 AW3138                          STATION DESCRIPTION
 AW3138
 AW3138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3138'1.6 MI SW FROM HANKAMER.
 AW3138'ABOUT 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE CHURCH OF
 AW3138'CHRIST AT HANKAMER, ABOUT 0.1 MILE EAST OF A CURVE IN THE HIGHWAY, 52
 AW3138'1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 113 1/2 FEET
 AW3138'SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO-STORY HOUSE, 13 1/2 FEET
 AW3138'WEST OF THE CENTER LINE OF A SHELL DRIVEWAY, 1.8 FEET SOUTHEAST OF A
 AW3138'CONCRETE T FENCE CORNER POST, 9 1/2 FEET WEST OF A STEEL AND CONCRETE
 AW3138'CATTLE GUARD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW3138'GROUND.
 AW3138
 AW3138                          STATION RECOVERY (1997)
 AW3138
 AW3138'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3138'RECOVERED IN GOOD CONDITION.
 AW3138
 AW3138                          STATION RECOVERY (2001)
 AW3138
 AW3138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3138'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3138
 AW3138                          STATION RECOVERY (2004)
 AW3138
 AW3138'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3138'RECOVERED IN GOOD CONDITION.
 AW3138
 AW3138                          STATION RECOVERY (2006)
 AW3138
 AW3138'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3138'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0130 ***********************************************************************
 EO0130  DESIGNATION -  F 21
 EO0130  PID         -  EO0130
 EO0130  STATE/COUNTY-  TX/PARMER
 EO0130  USGS QUAD   -  OKLAHOMA LANE (1980)
 EO0130
 EO0130                         *CURRENT SURVEY CONTROL
 EO0130  ___________________________________________________________________
 EO0130* NAD 83(1986)-  34 25 44.     (N)    102 59 12.     (W)     SCALED    
 EO0130* NAVD 88     -      1260.150  (meters)    4134.34   (feet)  POSTED    
 EO0130  ___________________________________________________________________
 EO0130  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 EO0130  DYNAMIC HT  -        1258.500 (meters)    4128.93  (feet)  COMP
 EO0130  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 EO0130
 EO0130  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EO0130
 EO0130.The horizontal coordinates were scaled from a topographic map and have
 EO0130.an estimated accuracy of +/- 6 seconds.
 EO0130
 EO0130.The orthometric height was determined by differential leveling
 EO0130.and adjusted by the National Geodetic Survey in 1992..
 EO0130.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EO0130.rate of 2.1 thru 3.0 mm/km.
 EO0130
 EO0130.The geoid height was determined by GEOID03.
 EO0130
 EO0130.The dynamic height is computed by dividing the NAVD 88
 EO0130.geopotential number by the normal gravity value computed on the
 EO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0130.degrees latitude (g = 980.6199 gals.).
 EO0130
 EO0130.The modeled gravity was interpolated from observed gravity values.
 EO0130
 EO0130;                    North         East    Units  Estimated Accuracy
 EO0130;SPC TX N     - 1,048,610.       63,350.      MT  (+/- 180 meters Scaled)
 EO0130
 EO0130                          SUPERSEDED SURVEY CONTROL
 EO0130
 EO0130  NGVD 29 (??/??/92) 1259.553  (m)         4132.38   (f) ADJ UNCH    1 2
 EO0130
 EO0130.Superseded values are not recommended for survey control.
 EO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0130.See file dsdata.txt to determine how the superseded data were derived.
 EO0130
 EO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU850115(NAD 83)
 EO0130_MARKER: Z = SEE DESCRIPTION
 EO0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0130+STABILITY: SURFACE MOTION
 EO0130
 EO0130  HISTORY     - Date     Condition        Report By
 EO0130  HISTORY     - UNK      MONUMENTED       CGS
 EO0130  HISTORY     - 1958     GOOD             NGS
 EO0130  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0130
 EO0130                          STATION DESCRIPTION
 EO0130
 EO0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0130'4.45 MI NE FROM TEXICO, NM.
 EO0130'ABOUT 4.45 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0130'FROM THE STATION AT TEXICO, NEW MEXICO, 68 FEET SOUTH AND ACROSS THE
 EO0130'TRACK FROM MILE POST 643, 49 1/2 FEET SOUTHEAST OF THE NEAR RAIL, 47
 EO0130'FEET SOUTHWEST OF A TELEPHONE POLE, 28 FEET NORTHWEST OF THE CENTER
 EO0130'LINE OF A DIRT ROAD, 7 FEET BELOW THE TRACK, ABOUT 2 FEET ABOVE THE
 EO0130'LEVEL OF THE ROAD, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 EO0130'THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST PROJECTING 4
 EO0130'INCHES.
 EO0130
 EO0130                          STATION RECOVERY (1984)
 EO0130
 EO0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0682 ***********************************************************************
 AX0682  DESIGNATION -  F 210
 AX0682  PID         -  AX0682
 AX0682  STATE/COUNTY-  TX/LAVACA
 AX0682  USGS QUAD   -  SUBLIME (1981)
 AX0682
 AX0682                         *CURRENT SURVEY CONTROL
 AX0682  ___________________________________________________________________
 AX0682* NAD 83(1986)-  29 27 32.     (N)    096 50 30.     (W)     SCALED    
 AX0682* NAVD 88     -        74.97   (+/-2cm)     246.0    (feet)  VERTCON   
 AX0682  ___________________________________________________________________
 AX0682  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0682
 AX0682  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0682
 AX0682.The horizontal coordinates were scaled from a topographic map and have
 AX0682.an estimated accuracy of +/- 6 seconds.
 AX0682
 AX0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0682.The vertical order pertains to the NGVD 29 superseded value.
 AX0682
 AX0682.The geoid height was determined by GEOID03.
 AX0682
 AX0682;                    North         East    Units  Estimated Accuracy
 AX0682;SPC TXSC     - 4,182,090.      809,330.      MT  (+/- 180 meters Scaled)
 AX0682
 AX0682                          SUPERSEDED SURVEY CONTROL
 AX0682
 AX0682  NGVD 29 (??/??/92)   74.968  (m)          245.96   (f) ADJ UNCH    2 0
 AX0682
 AX0682.Superseded values are not recommended for survey control.
 AX0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0682.See file dsdata.txt to determine how the superseded data were derived.
 AX0682
 AX0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT093607(NAD 83)
 AX0682_MARKER: DB = BENCH MARK DISK
 AX0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0682_STAMPING: 245.859 F 210 1934
 AX0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0682+STABILITY: SURFACE MOTION
 AX0682
 AX0682  HISTORY     - Date     Condition        Report By
 AX0682  HISTORY     - 1934     MONUMENTED       CGS
 AX0682  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0682
 AX0682                          STATION DESCRIPTION
 AX0682
 AX0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0682'6.3 MI SSW FROM SUBLIME.
 AX0682'SUBLIME, LAVACA COUNTY, 3.1 MI. SW OF ALONG ABANDONED RAILROAD, GO 0.5
 AX0682'MI. S FROM POST OFFICE AT SUBLIME TO JCT. WITH U.S. HWY. 90A, THENCE
 AX0682'2.7 MI. SW ALONG U.S. HWY. 90A TO A DRIVE LEADING NORTH, CONTINUE
 AX0682'ALONG HWY. 0.2 TO A FENCE NORTH.  ABOUT 440 FT. N OF CENTERLINE OF
 AX0682'HWY., 53 FT. SW OF CENTERLINE OF R.R. GRADE, ABOUT 35 FT. SW OF FENCE
 AX0682'CORNER, 4.7 FT. SE OF SE R.O.W. FENCE, 3.3 FT. SW OF A WHITE WOODEN
 AX0682'WITNESS POST, A STANDARD DISK, SET IN A CONCRETE POST PROJ. 0.7 FT.,
 AX0682'AND STAMPED 245.859 F 210 1934.
 AX0682
 AX0682                          STATION RECOVERY (1997)
 AX0682
 AX0682'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0135 ***********************************************************************
 CB0135  DESIGNATION -  F 211
 CB0135  PID         -  CB0135
 CB0135  STATE/COUNTY-  TX/TOM GREEN
 CB0135  USGS QUAD   -  CHRISTOVAL (1972)
 CB0135
 CB0135                         *CURRENT SURVEY CONTROL
 CB0135  ___________________________________________________________________
 CB0135* NAD 83(1986)-  31 12 33.     (N)    100 29 47.     (W)     SCALED    
 CB0135* NAVD 88     -       618.669  (meters)    2029.75   (feet)  ADJUSTED  
 CB0135  ___________________________________________________________________
 CB0135  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CB0135  DYNAMIC HT  -         617.809 (meters)    2026.93  (feet)  COMP
 CB0135  MODELED GRAV-     979,231.3   (mgal)                       NAVD 88
 CB0135
 CB0135  VERT ORDER  -  SECOND    CLASS 0
 CB0135
 CB0135.The horizontal coordinates were scaled from a topographic map and have
 CB0135.an estimated accuracy of +/- 6 seconds.
 CB0135
 CB0135.The orthometric height was determined by differential leveling
 CB0135.and adjusted by the National Geodetic Survey in June 1991..
 CB0135
 CB0135.The geoid height was determined by GEOID03.
 CB0135
 CB0135.The dynamic height is computed by dividing the NAVD 88
 CB0135.geopotential number by the normal gravity value computed on the
 CB0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0135.degrees latitude (g = 980.6199 gals.).
 CB0135
 CB0135.The modeled gravity was interpolated from observed gravity values.
 CB0135
 CB0135;                    North         East    Units  Estimated Accuracy
 CB0135;SPC TX C     - 3,171,010.      684,460.      MT  (+/- 180 meters Scaled)
 CB0135
 CB0135                          SUPERSEDED SURVEY CONTROL
 CB0135
 CB0135  NGVD 29 (??/??/92)  618.476  (m)         2029.12   (f) ADJ UNCH    2 0
 CB0135
 CB0135.Superseded values are not recommended for survey control.
 CB0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0135.See file dsdata.txt to determine how the superseded data were derived.
 CB0135
 CB0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV574537(NAD 83)
 CB0135_MARKER: DB = BENCH MARK DISK
 CB0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0135_STAMPING: 2029.117 F 211 1934
 CB0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0135+STABILITY: SURFACE MOTION
 CB0135
 CB0135  HISTORY     - Date     Condition        Report By
 CB0135  HISTORY     - 1934     MONUMENTED       CGS
 CB0135  HISTORY     - 1951     GOOD             NGS
 CB0135  HISTORY     - 1972     MARK NOT FOUND   USGS
 CB0135
 CB0135                          STATION DESCRIPTION
 CB0135
 CB0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CB0135'1.6 MI N FROM CHRISTOVAL.
 CB0135'1.6 MILES NORTH ALONG U.S. HIGHWAY 277 FROM CHRISTOVAL, TOM GREEN
 CB0135'COUNTY, 100 YARDS NORTH OF A SERVICE STATION, 65 FEET EAST OF THE
 CB0135'CENTERLINE OF THE HIGHWAY, AND 5 FEET WEST OF THE RIGTH-OF-WAY FENCE.
 CB0135'A STANDARD DISK, STAMPED 2029.117 F 211 1934 AND SET IN THE TOP OF A
 CB0135'CONCRETE POST.
 CB0135
 CB0135                          STATION RECOVERY (1972)
 CB0135
 CB0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CB0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0641 ***********************************************************************
 CA0641  DESIGNATION -  F 212
 CA0641  PID         -  CA0641
 CA0641  STATE/COUNTY-  TX/RUNNELS
 CA0641  USGS QUAD   -  BALLINGER (1967)
 CA0641
 CA0641                         *CURRENT SURVEY CONTROL
 CA0641  ___________________________________________________________________
 CA0641* NAD 83(1986)-  31 43 27.     (N)    099 57 51.     (W)     SCALED    
 CA0641* NAVD 88     -       497.008  (meters)    1630.60   (feet)  ADJUSTED  
 CA0641  ___________________________________________________________________
 CA0641  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CA0641  DYNAMIC HT  -         496.349 (meters)    1628.44  (feet)  COMP
 CA0641  MODELED GRAV-     979,298.1   (mgal)                       NAVD 88
 CA0641
 CA0641  VERT ORDER  -  SECOND    CLASS 0
 CA0641
 CA0641.The horizontal coordinates were scaled from a topographic map and have
 CA0641.an estimated accuracy of +/- 6 seconds.
 CA0641
 CA0641.The orthometric height was determined by differential leveling
 CA0641.and adjusted by the National Geodetic Survey in June 1991..
 CA0641
 CA0641.The geoid height was determined by GEOID03.
 CA0641
 CA0641.The dynamic height is computed by dividing the NAVD 88
 CA0641.geopotential number by the normal gravity value computed on the
 CA0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0641.degrees latitude (g = 980.6199 gals.).
 CA0641
 CA0641.The modeled gravity was interpolated from observed gravity values.
 CA0641
 CA0641;                    North         East    Units  Estimated Accuracy
 CA0641;SPC TX C     - 3,228,150.      734,990.      MT  (+/- 180 meters Scaled)
 CA0641
 CA0641                          SUPERSEDED SURVEY CONTROL
 CA0641
 CA0641  NGVD 29 (??/??/92)  496.901  (m)         1630.25   (f) ADJ UNCH    2 0
 CA0641
 CA0641.Superseded values are not recommended for survey control.
 CA0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0641.See file dsdata.txt to determine how the superseded data were derived.
 CA0641
 CA0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA086102(NAD 83)
 CA0641_MARKER: DB = BENCH MARK DISK
 CA0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0641_STAMPING: 1630.092 F 212 1934
 CA0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0641+STABILITY: SURFACE MOTION
 CA0641
 CA0641  HISTORY     - Date     Condition        Report By
 CA0641  HISTORY     - 1934     MONUMENTED       CGS
 CA0641  HISTORY     - 1940     GOOD             NGS
 CA0641
 CA0641                          STATION DESCRIPTION
 CA0641
 CA0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0641'1.4 MI S FROM BALLINGER.
 CA0641'1.4 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0641'BALLINGER, 500 YARDS SOUTH OF MILEPOST 38, 45 FEET SOUTH OF A ROAD
 CA0641'CROSSING, 46 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 7 FEET
 CA0641'SOUTHEAST OF A CORNER IN THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CA0641'STAMPED 1630.092 F 212 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CA0641
 CA0641                          STATION RECOVERY (1940)
 CA0641
 CA0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CA0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0067 ***********************************************************************
 AX0067  DESIGNATION -  F 212
 AX0067  PID         -  AX0067
 AX0067  STATE/COUNTY-  TX/AUSTIN
 AX0067  USGS QUAD   -  WALLIS (1980)
 AX0067
 AX0067                         *CURRENT SURVEY CONTROL
 AX0067  ___________________________________________________________________
 AX0067* NAD 83(1986)-  29 38 04.     (N)    096 04 00.     (W)     SCALED    
 AX0067* NAVD 88     -        39.86   (+/-2cm)     130.8    (feet)  VERTCON   
 AX0067  ___________________________________________________________________
 AX0067  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0067
 AX0067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0067
 AX0067.The horizontal coordinates were scaled from a topographic map and have
 AX0067.an estimated accuracy of +/- 6 seconds.
 AX0067
 AX0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0067.The vertical order pertains to the NGVD 29 superseded value.
 AX0067
 AX0067.The geoid height was determined by GEOID03.
 AX0067
 AX0067;                    North         East    Units  Estimated Accuracy
 AX0067;SPC TXSC     - 4,203,170.      883,990.      MT  (+/- 180 meters Scaled)
 AX0067
 AX0067                          SUPERSEDED SURVEY CONTROL
 AX0067
 AX0067  NGVD 29 (??/??/92)   39.850  (m)          130.74   (f) ADJ UNCH    2 0
 AX0067
 AX0067.Superseded values are not recommended for survey control.
 AX0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0067.See file dsdata.txt to determine how the superseded data were derived.
 AX0067
 AX0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT840818(NAD 83)
 AX0067_MARKER: DB = BENCH MARK DISK
 AX0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0067_SP_SET: BUILDING
 AX0067_STAMPING: 130.712 F 212 1934
 AX0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0067
 AX0067  HISTORY     - Date     Condition        Report By
 AX0067  HISTORY     - 1934     MONUMENTED       CGS
 AX0067  HISTORY     - 1977     GOOD             NGS
 AX0067  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0067  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0067
 AX0067                          STATION DESCRIPTION
 AX0067
 AX0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0067'IN WALLIS.
 AX0067'AT WALLIS, AUSTIN COUNTY, ABOUT 1 BLOCK NORTHWEST AND 1 BLOCK
 AX0067'NORTHEAST OF THE GULF, COLORADO AND SANTA FE RAILWAY STATION, AT THE
 AX0067'HIGH SCHOOL BUILDING, IN THE SOUTHWEST WALL, 6.4 FEET SOUTHEAST OF THE
 AX0067'SOUTHEAST EDGE OF THE SOUTHWEST ENTRANCE DOOR FRAME, 4.1 FEET
 AX0067'NORTHWEST OF THE SOUTHEAST CORNER OF A PROJECTING FRONT ENTRANCE, 3.8
 AX0067'FEET DIRECTLY BELOW THE BOTTOM OF THE SOUTHEAST CORNER OF A WINDOW
 AX0067'FRAME, AND ABOUT 0.1 FOOT UNDER THE TOP OF A DIRT FILL AROUND THE
 AX0067'BUILDING.  A STANDARD DISK.  STAMPED 130.712 F 212 1934 AND SET
 AX0067'VERTICALLY.
 AX0067
 AX0067                          STATION RECOVERY (1977)
 AX0067
 AX0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AX0067'RECOVERED IN GOOD CONDITION.
 AX0067
 AX0067                          STATION RECOVERY (1991)
 AX0067
 AX0067'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0067'MARK NOT FOUND.
 AX0067
 AX0067                          STATION RECOVERY (1999)
 AX0067
 AX0067'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0380 ***********************************************************************
 AX0380  DESIGNATION -  F 213
 AX0380  PID         -  AX0380
 AX0380  STATE/COUNTY-  TX/WHARTON
 AX0380  USGS QUAD   -  WHARTON (1980)
 AX0380
 AX0380                         *CURRENT SURVEY CONTROL
 AX0380  ___________________________________________________________________
 AX0380* NAD 83(1986)-  29 18 50.     (N)    096 06 14.     (W)     SCALED    
 AX0380* NAVD 88     -        31.905  (meters)     104.67   (feet)  ADJUSTED  
 AX0380  ___________________________________________________________________
 AX0380  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0380  DYNAMIC HT  -          31.860 (meters)     104.53  (feet)  COMP
 AX0380  MODELED GRAV-     979,243.7   (mgal)                       NAVD 88
 AX0380
 AX0380  VERT ORDER  -  FIRST     CLASS I
 AX0380
 AX0380.The horizontal coordinates were scaled from a topographic map and have
 AX0380.an estimated accuracy of +/- 6 seconds.
 AX0380
 AX0380.The orthometric height was determined by differential leveling
 AX0380.and adjusted by the National Geodetic Survey in June 1991..
 AX0380
 AX0380.The geoid height was determined by GEOID03.
 AX0380
 AX0380.The dynamic height is computed by dividing the NAVD 88
 AX0380.geopotential number by the normal gravity value computed on the
 AX0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0380.degrees latitude (g = 980.6199 gals.).
 AX0380
 AX0380.The modeled gravity was interpolated from observed gravity values.
 AX0380
 AX0380;                    North         East    Units  Estimated Accuracy
 AX0380;SPC TXSC     - 4,167,570.      881,270.      MT  (+/- 180 meters Scaled)
 AX0380
 AX0380                          SUPERSEDED SURVEY CONTROL
 AX0380
 AX0380  NGVD 29 (12/23/87)   31.907  (m)          104.68   (f) ADJUSTED    1 1
 AX0380
 AX0380.Superseded values are not recommended for survey control.
 AX0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0380.See file dsdata.txt to determine how the superseded data were derived.
 AX0380
 AX0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT812462(NAD 83)
 AX0380_MARKER: DB = BENCH MARK DISK
 AX0380_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AX0380+WITH SETTING: PAVEMENT
 AX0380_SP_SET: WATER TOWER FOUNDATION
 AX0380_STAMPING: F 213 1934 104.839
 AX0380_MARK LOGO: CGS   
 AX0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0380+STABILITY: SURFACE MOTION
 AX0380
 AX0380  HISTORY     - Date     Condition        Report By
 AX0380  HISTORY     - 1934     MONUMENTED       CGS
 AX0380  HISTORY     - 1943     GOOD             CGS
 AX0380  HISTORY     - 1987     GOOD             NGS
 AX0380  HISTORY     - 1990     GOOD             USPSQD
 AX0380
 AX0380                          STATION DESCRIPTION
 AX0380
 AX0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0380'IN WHARTON.
 AX0380'AT CITY WATER TANK OF WHARTON, SET HORIZONTAL IN SOUTH CORNER OF
 AX0380'RAISER PIPE FOUNDATION.
 AX0380
 AX0380                          STATION RECOVERY (1943)
 AX0380
 AX0380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX0380'BENCH MARK IS AT THE WHARTON CITY WATER TANK AT WHARTON. IT IS SET
 AX0380'HORIZONTALLY IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE
 AX0380'AROUND THE RISER PIPE OF THE TANK.
 AX0380
 AX0380                          STATION RECOVERY (1987)
 AX0380
 AX0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0380'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN WHARTON, IN
 AX0380'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE RISER PIPE OF
 AX0380'THE WHARTON CITY WATER TANK.
 AX0380
 AX0380                          STATION RECOVERY (1990)
 AX0380
 AX0380'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1424 ***********************************************************************
 AY1424  DESIGNATION -  F 214
 AY1424  PID         -  AY1424
 AY1424  STATE/COUNTY-  TX/UVALDE
 AY1424  USGS QUAD   -  MAGERS CROSSING (1960)
 AY1424
 AY1424                         *CURRENT SURVEY CONTROL
 AY1424  ___________________________________________________________________
 AY1424* NAD 83(1986)-  29 35 18.     (N)    099 43 37.     (W)     SCALED    
 AY1424* NAVD 88     -       431.120  (meters)    1414.43   (feet)  ADJUSTED  
 AY1424  ___________________________________________________________________
 AY1424  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AY1424  DYNAMIC HT  -         430.480 (meters)    1412.33  (feet)  COMP
 AY1424  MODELED GRAV-     979,146.5   (mgal)                       NAVD 88
 AY1424
 AY1424  VERT ORDER  -  SECOND    CLASS 0
 AY1424
 AY1424.The horizontal coordinates were scaled from a topographic map and have
 AY1424.an estimated accuracy of +/- 6 seconds.
 AY1424
 AY1424.The orthometric height was determined by differential leveling
 AY1424.and adjusted by the National Geodetic Survey in June 1991..
 AY1424
 AY1424.The geoid height was determined by GEOID03.
 AY1424
 AY1424.The dynamic height is computed by dividing the NAVD 88
 AY1424.geopotential number by the normal gravity value computed on the
 AY1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1424.degrees latitude (g = 980.6199 gals.).
 AY1424
 AY1424.The modeled gravity was interpolated from observed gravity values.
 AY1424
 AY1424;                    North         East    Units  Estimated Accuracy
 AY1424;SPC TXSC     - 4,194,720.      529,580.      MT  (+/- 180 meters Scaled)
 AY1424
 AY1424                          SUPERSEDED SURVEY CONTROL
 AY1424
 AY1424  NGVD 29 (??/??/92)  431.046  (m)         1414.19   (f) ADJ UNCH    2 0
 AY1424
 AY1424.Superseded values are not recommended for survey control.
 AY1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1424.See file dsdata.txt to determine how the superseded data were derived.
 AY1424
 AY1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT295733(NAD 83)
 AY1424_MARKER: DB = BENCH MARK DISK
 AY1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1424_STAMPING: F 214 1934
 AY1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1424+STABILITY: SURFACE MOTION
 AY1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1424+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 AY1424
 AY1424  HISTORY     - Date     Condition        Report By
 AY1424  HISTORY     - 1934     MONUMENTED       CGS
 AY1424  HISTORY     - 1953     GOOD             NGS
 AY1424  HISTORY     - 1989     GOOD             USPSQD
 AY1424  HISTORY     - 20050302 GOOD             USPSQD
 AY1424
 AY1424                          STATION DESCRIPTION
 AY1424
 AY1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1424'3.35 MI SE FROM RIO FRIO.
 AY1424'0.15 MILE SOUTHWEST ALONG RANCH ROAD 1120 FROM THE POST OFFICE AT RIO
 AY1424'FRIO, THENCE 3.2 MILES SOUTHEAST ALONG A GRAVELED ROAD, 1.2 MILES
 AY1424'SOUTHEAST OF AN INTERSECTION WITH RANCH ROAD 1050, 0.65 MILE SOUTH OF
 AY1424'A CREEK, 0.35 MILE SOUTH OF A POWER LINE CROSSING, 31 FEET EAST OF THE
 AY1424'CENTER LINE OF A GRAVELED ROAD, 14 FEET NORTH OF A FENCE LEADING EAST,
 AY1424'2.3 FEET EAST OF A FENCE, 1 FOOT EAST OF A WITNESS POST, SET IN THE
 AY1424'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY1424
 AY1424                          STATION RECOVERY (1989)
 AY1424
 AY1424'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1424'RECOVERED IN GOOD CONDITION.
 AY1424
 AY1424                          STATION RECOVERY (2005)
 AY1424
 AY1424'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0295 ***********************************************************************
 AJ0295  DESIGNATION -  F 215
 AJ0295  PID         -  AJ0295
 AJ0295  STATE/COUNTY-  TX/DUVAL
 AJ0295  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0295
 AJ0295                         *CURRENT SURVEY CONTROL
 AJ0295  ___________________________________________________________________
 AJ0295* NAD 83(1986)-  27 16 44.     (N)    098 20 54.     (W)     SCALED    
 AJ0295* NAVD 88     -        91.853  (meters)     301.35   (feet)  ADJUSTED  
 AJ0295  ___________________________________________________________________
 AJ0295  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AJ0295  DYNAMIC HT  -          91.707 (meters)     300.88  (feet)  COMP
 AJ0295  MODELED GRAV-     979,062.2   (mgal)                       NAVD 88
 AJ0295
 AJ0295  VERT ORDER  -  SECOND    CLASS 0
 AJ0295
 AJ0295.The horizontal coordinates were scaled from a topographic map and have
 AJ0295.an estimated accuracy of +/- 6 seconds.
 AJ0295
 AJ0295.The orthometric height was determined by differential leveling
 AJ0295.and adjusted by the National Geodetic Survey in June 1991..
 AJ0295
 AJ0295.The geoid height was determined by GEOID03.
 AJ0295
 AJ0295.The dynamic height is computed by dividing the NAVD 88
 AJ0295.geopotential number by the normal gravity value computed on the
 AJ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0295.degrees latitude (g = 980.6199 gals.).
 AJ0295
 AJ0295.The modeled gravity was interpolated from observed gravity values.
 AJ0295
 AJ0295;                    North         East    Units  Estimated Accuracy
 AJ0295;SPC TX S     - 5,178,630.      315,020.      MT  (+/- 180 meters Scaled)
 AJ0295
 AJ0295                          SUPERSEDED SURVEY CONTROL
 AJ0295
 AJ0295  NGVD 29 (??/??/92)   91.960  (m)          301.71   (f) ADJ UNCH    2 0
 AJ0295
 AJ0295.Superseded values are not recommended for survey control.
 AJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0295.See file dsdata.txt to determine how the superseded data were derived.
 AJ0295
 AJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR644174(NAD 83)
 AJ0295_MARKER: DB = BENCH MARK DISK
 AJ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0295_STAMPING: F 215 1934
 AJ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0295+STABILITY: SURFACE MOTION
 AJ0295
 AJ0295  HISTORY     - Date     Condition        Report By
 AJ0295  HISTORY     - 1934     MONUMENTED       CGS
 AJ0295  HISTORY     - 1942     GOOD             NGS
 AJ0295  HISTORY     - 1968     GOOD             USGS
 AJ0295
 AJ0295                          STATION DESCRIPTION
 AJ0295
 AJ0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0295'15.8 MI NW FROM FALFURRIAS.
 AJ0295'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 15.8
 AJ0295'MILES NORTHWESTERLY ALONG ROAD TO HEBRONVILLE TO THE SITE OF THE BENCH
 AJ0295'MARK.  BENCH MARK IS 3.0 MILES WEST OF COPITA, ABOUT 0.3 MILE WEST OF
 AJ0295'A FARM HOUSE AND 30.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 AJ0295'THE CENTERLINE OF THE ROAD.  IT IS 2.0 FEET SOUTH OF FENCE AND 2.0
 AJ0295'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  A STD. DISK SET IN
 AJ0295'CONCRETE POST PROJECTING 0.3 FOOT.
 AJ0295
 AJ0295                          STATION RECOVERY (1968)
 AJ0295
 AJ0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0295'FROM FALFURRIAS, BROOKS COUNTY, TEXAS, WEST ALONG STATE HIGHWAY 285
 AJ0295'FROM ITS INTERSECTION WITH U.S. HIGHWAY 281 A DISTANCE OF 10.8 MILES.
 AJ0295'THENCE NORTH ALONG A DIRT ROAD A DISTANCE OF 1.1 MILES TO A DIRT
 AJ0295'CROSS ROAD. THENCE WEST ALONG THE DIRT ROAD A DISTANCE OF 2.6 MILES.
 AJ0295'29 FT SOUTH OF THE CENTER LINE OF ROAD, 2 FT SOUTH OF THE SOUTH
 AJ0295'RIGHT-OF-WAY FENCE. 500 FT WEST OF A FENCE CORNER, 980 FT EAST OF A
 AJ0295'DIRT DRIVEWAY TO THE NORTH. STANDARD DISK, STAMPED F 215 1934, AND
 AJ0295'SET IN THE TOP OF A CONCRETE POST. (91.960 METERS OR 301.705 FEET).
 AJ0295'NOTE-- BM F 215 IS 3.1 MILES WEST OF BM K 621.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0472 ***********************************************************************
 AO0472  DESIGNATION -  F 216
 AO0472  PID         -  AO0472
 AO0472  STATE/COUNTY-  TX/DIMMIT
 AO0472  USGS QUAD   -  BIG WELLS (1972)
 AO0472
 AO0472                         *CURRENT SURVEY CONTROL
 AO0472  ___________________________________________________________________
 AO0472* NAD 83(1986)-  28 34 07.     (N)    099 37 12.     (W)     SCALED    
 AO0472* NAVD 88     -       167.585  (meters)     549.82   (feet)  ADJUSTED  
 AO0472  ___________________________________________________________________
 AO0472  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AO0472  DYNAMIC HT  -         167.335 (meters)     549.00  (feet)  COMP
 AO0472  MODELED GRAV-     979,149.8   (mgal)                       NAVD 88
 AO0472
 AO0472  VERT ORDER  -  SECOND    CLASS 0
 AO0472
 AO0472.The horizontal coordinates were scaled from a topographic map and have
 AO0472.an estimated accuracy of +/- 6 seconds.
 AO0472
 AO0472.The orthometric height was determined by differential leveling
 AO0472.and adjusted by the National Geodetic Survey in June 1991..
 AO0472
 AO0472.The geoid height was determined by GEOID03.
 AO0472
 AO0472.The dynamic height is computed by dividing the NAVD 88
 AO0472.geopotential number by the normal gravity value computed on the
 AO0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0472.degrees latitude (g = 980.6199 gals.).
 AO0472
 AO0472.The modeled gravity was interpolated from observed gravity values.
 AO0472
 AO0472;                    North         East    Units  Estimated Accuracy
 AO0472;SPC TXSC     - 4,081,650.      539,340.      MT  (+/- 180 meters Scaled)
 AO0472
 AO0472                          SUPERSEDED SURVEY CONTROL
 AO0472
 AO0472  NGVD 29 (??/??/92)  167.493  (m)          549.52   (f) ADJ UNCH    2 0
 AO0472
 AO0472.Superseded values are not recommended for survey control.
 AO0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0472.See file dsdata.txt to determine how the superseded data were derived.
 AO0472
 AO0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS393603(NAD 83)
 AO0472_MARKER: DB = BENCH MARK DISK
 AO0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0472_STAMPING: F-216 1934
 AO0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0472+STABILITY: SURFACE MOTION
 AO0472
 AO0472  HISTORY     - Date     Condition        Report By
 AO0472  HISTORY     - 1934     MONUMENTED       CGS
 AO0472  HISTORY     - 1971     MARK NOT FOUND   USGS
 AO0472
 AO0472                          STATION DESCRIPTION
 AO0472
 AO0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0472'3.4 MI W FROM BIG WELLS.
 AO0472'3.4 MILES W OF, AND ALONG THE S. A. U. AND G. R. R. AT CROSS ROAD
 AO0472'OPPOSITE W SWITCH BLOCK AT SEEFELD.  54 FT. N OF CENTER-LINE OF TRACK
 AO0472'AND 38 FT. E OF CENTER-LINE OF ROAD.
 AO0472
 AO0472                          STATION RECOVERY (1971)
 AO0472
 AO0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AO0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1369 ***********************************************************************
 AY1369  DESIGNATION -  F 217
 AY1369  PID         -  AY1369
 AY1369  STATE/COUNTY-  TX/ZAVALA
 AY1369  USGS QUAD   -  PULLIAM RANCH (1960)
 AY1369
 AY1369                         *CURRENT SURVEY CONTROL
 AY1369  ___________________________________________________________________
 AY1369* NAD 83(1986)-  29 00 38.     (N)    099 51 03.     (W)     SCALED    
 AY1369* NAVD 88     -       239.277  (meters)     785.03   (feet)  ADJUSTED  
 AY1369  ___________________________________________________________________
 AY1369  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AY1369  DYNAMIC HT  -         238.929 (meters)     783.89  (feet)  COMP
 AY1369  MODELED GRAV-     979,183.0   (mgal)                       NAVD 88
 AY1369
 AY1369  VERT ORDER  -  SECOND    CLASS 0
 AY1369
 AY1369.The horizontal coordinates were scaled from a topographic map and have
 AY1369.an estimated accuracy of +/- 6 seconds.
 AY1369
 AY1369.The orthometric height was determined by differential leveling
 AY1369.and adjusted by the National Geodetic Survey in June 1991..
 AY1369
 AY1369.The geoid height was determined by GEOID03.
 AY1369
 AY1369.The dynamic height is computed by dividing the NAVD 88
 AY1369.geopotential number by the normal gravity value computed on the
 AY1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1369.degrees latitude (g = 980.6199 gals.).
 AY1369
 AY1369.The modeled gravity was interpolated from observed gravity values.
 AY1369
 AY1369;                    North         East    Units  Estimated Accuracy
 AY1369;SPC TXSC     - 4,130,770.      517,120.      MT  (+/- 180 meters Scaled)
 AY1369
 AY1369                          SUPERSEDED SURVEY CONTROL
 AY1369
 AY1369  NGVD 29 (??/??/92)  239.149  (m)          784.61   (f) ADJ UNCH    2 0
 AY1369
 AY1369.Superseded values are not recommended for survey control.
 AY1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1369.See file dsdata.txt to determine how the superseded data were derived.
 AY1369
 AY1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT171094(NAD 83)
 AY1369_MARKER: DB = BENCH MARK DISK
 AY1369_SETTING: 0 = UNSPECIFIED SETTING
 AY1369_STAMPING: F 217 1934
 AY1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1369
 AY1369  HISTORY     - Date     Condition        Report By
 AY1369  HISTORY     - 1934     MONUMENTED       CGS
 AY1369  HISTORY     - 1972     GOOD             NGS
 AY1369  HISTORY     - 20010517 MARK NOT FOUND   USPSQD
 AY1369
 AY1369                          STATION DESCRIPTION
 AY1369
 AY1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AY1369'5 MI N FROM LA PRYOR.
 AY1369'IT IS 72.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY 83, 51.0 FEET NORTH
 AY1369'OF THE CENTER OF FARM ROAD 1436, 29.0 FEET EAST OF THE CENTER OF THE
 AY1369'RAILROAD TRACKS, 9.0 FEET SOUTHWEST OF A WITNESS POST, 11.35 FEET OR
 AY1369'3.459 METERS WEST-SOUTHWEST OF TRIANGULATION STATION MUSTANG AND
 AY1369'PROJECTS ABOUT 1 INCH.  TO REACH THE BENCH MARK FROM THE JUNCTION OF
 AY1369'U.S. HIGHWAYS 83 AND 57 IN LA PRYOR, GO NORTH ON HIGHWAY 83 FOR 4.8
 AY1369'MILES TO A CROSSROAD, FARM ROAD 1436, AND THE MARK IN THE NORTHWEST
 AY1369'ANGLE OF THE ROADS.  NOTE-- THE MARK IS CRACKED NEAR THE CENTER BUT IS
 AY1369'STILL SOLID.
 AY1369
 AY1369                          STATION RECOVERY (2001)
 AY1369
 AY1369'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0059 ***********************************************************************
 BO0059  DESIGNATION -  F 218
 BO0059  PID         -  BO0059
 BO0059  STATE/COUNTY-  TX/EDWARDS
 BO0059  USGS QUAD   -  TURNEY DRAW NW (1973)
 BO0059
 BO0059                         *CURRENT SURVEY CONTROL
 BO0059  ___________________________________________________________________
 BO0059* NAD 83(1986)-  30 07 55.     (N)    100 40 33.     (W)     SCALED    
 BO0059* NAVD 88     -       594.389  (meters)    1950.09   (feet)  ADJUSTED  
 BO0059  ___________________________________________________________________
 BO0059  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 BO0059  DYNAMIC HT  -         593.517 (meters)    1947.23  (feet)  COMP
 BO0059  MODELED GRAV-     979,155.8   (mgal)                       NAVD 88
 BO0059
 BO0059  VERT ORDER  -  SECOND    CLASS 0
 BO0059
 BO0059.The horizontal coordinates were scaled from a topographic map and have
 BO0059.an estimated accuracy of +/- 6 seconds.
 BO0059
 BO0059.The orthometric height was determined by differential leveling
 BO0059.and adjusted by the National Geodetic Survey in June 1991..
 BO0059
 BO0059.The geoid height was determined by GEOID03.
 BO0059
 BO0059.The dynamic height is computed by dividing the NAVD 88
 BO0059.geopotential number by the normal gravity value computed on the
 BO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0059.degrees latitude (g = 980.6199 gals.).
 BO0059
 BO0059.The modeled gravity was interpolated from observed gravity values.
 BO0059
 BO0059;                    North         East    Units  Estimated Accuracy
 BO0059;SPC TXSC     - 4,255,910.      438,530.      MT  (+/- 180 meters Scaled)
 BO0059
 BO0059                          SUPERSEDED SURVEY CONTROL
 BO0059
 BO0059  NGVD 29 (??/??/92)  594.255  (m)         1949.65   (f) ADJ UNCH    2 0
 BO0059
 BO0059.Superseded values are not recommended for survey control.
 BO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0059.See file dsdata.txt to determine how the superseded data were derived.
 BO0059
 BO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU385345(NAD 83)
 BO0059_MARKER: DB = BENCH MARK DISK
 BO0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0059_STAMPING: F 218 1934 1949.652
 BO0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0059+STABILITY: SURFACE MOTION
 BO0059
 BO0059  HISTORY     - Date     Condition        Report By
 BO0059  HISTORY     - 1934     MONUMENTED       CGS
 BO0059  HISTORY     - 1958     GOOD             NGS
 BO0059
 BO0059                          STATION DESCRIPTION
 BO0059
 BO0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0059'33.6 MI S FROM SONORA.
 BO0059'ABOUT 32.2 MILES SOUTH ALONG U. S. HIGHWAY 277 FROM THE INTERSECTION
 BO0059'OF 3RD STREET AND CROCKETT AVENUE AT SONORA TO A GATE ON THE EAST SIDE
 BO0059'OF THE HIGHWAY, THENCE ABOUT 0.15 MILE EAST-NORTHEAST ALONG A PRIVATE
 BO0059'ROAD TO A BARN AND SHEEP PENS, THENCE ABOUT 0.45 MILE SOUTH-SOUTHEAST
 BO0059'ALONG A TRAIL ROAD TO THE OLD HIGHWAY, THENCE ABOUT 0.8 MILE NORTHEAST
 BO0059'ALONG THE OLD HIGHWAY.  35 FEET NORTHWEST OF THE CENTER LINE OF THE
 BO0059'OLD HIGHWAY, 29 FEET NORTH-NORTHEAST OF A 20-INCH OAK TREE, 1 FOOT
 BO0059'SOUTHEAST OF A CONCRETE WITNESS POST, AND IN THE TOP OF A CONCRETE
 BO0059'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1105 ***********************************************************************
 AY1105  DESIGNATION -  F 219
 AY1105  PID         -  AY1105
 AY1105  STATE/COUNTY-  TX/KERR
 AY1105  USGS QUAD   -  DIAMOND S RANCH (1964)
 AY1105
 AY1105                         *CURRENT SURVEY CONTROL
 AY1105  ___________________________________________________________________
 AY1105* NAD 83(1986)-  29 58 50.     (N)    099 25 56.     (W)     SCALED    
 AY1105* NAVD 88     -       596.798  (meters)    1957.99   (feet)  ADJUSTED  
 AY1105  ___________________________________________________________________
 AY1105  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 AY1105  DYNAMIC HT  -         595.937 (meters)    1955.17  (feet)  COMP
 AY1105  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AY1105
 AY1105  VERT ORDER  -  SECOND    CLASS 0
 AY1105
 AY1105.The horizontal coordinates were scaled from a topographic map and have
 AY1105.an estimated accuracy of +/- 6 seconds.
 AY1105
 AY1105.The orthometric height was determined by differential leveling
 AY1105.and adjusted by the National Geodetic Survey in June 1991..
 AY1105
 AY1105.The geoid height was determined by GEOID03.
 AY1105
 AY1105.The dynamic height is computed by dividing the NAVD 88
 AY1105.geopotential number by the normal gravity value computed on the
 AY1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1105.degrees latitude (g = 980.6199 gals.).
 AY1105
 AY1105.The modeled gravity was interpolated from observed gravity values.
 AY1105
 AY1105;                    North         East    Units  Estimated Accuracy
 AY1105;SPC TXSC     - 4,238,050.      558,290.      MT  (+/- 180 meters Scaled)
 AY1105
 AY1105                          SUPERSEDED SURVEY CONTROL
 AY1105
 AY1105  NGVD 29 (??/??/92)  596.719  (m)         1957.74   (f) ADJ UNCH    2 0
 AY1105
 AY1105.Superseded values are not recommended for survey control.
 AY1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1105.See file dsdata.txt to determine how the superseded data were derived.
 AY1105
 AY1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU583167(NAD 83)
 AY1105_MARKER: DB = BENCH MARK DISK
 AY1105_SETTING: 66 = SET IN ROCK OUTCROP
 AY1105_SP_SET: ROCK LEDGE
 AY1105_STAMPING: F 219 1934
 AY1105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1105+STABILITY: POSITION/ELEVATION WELL
 AY1105
 AY1105  HISTORY     - Date     Condition        Report By
 AY1105  HISTORY     - 1934     MONUMENTED       CGS
 AY1105  HISTORY     - 1953     GOOD             NGS
 AY1105
 AY1105                          STATION DESCRIPTION
 AY1105
 AY1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1105'11.1 MI SW FROM HUNT.
 AY1105'11.1 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 AY1105'HUNT, 0.4 MILE NORTHEAST OF A BRIDGE OVER THE GUADALUPE RIVER, 0.45
 AY1105'MILE NORTHEAST OF THE LYNX HAVEN RANCH, 32.5 FEET SOUTHEAST OF THE
 AY1105'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3142 ***********************************************************************
 AW3142  DESIGNATION -  F 22
 AW3142  PID         -  AW3142
 AW3142  STATE/COUNTY-  TX/CHAMBERS
 AW3142  USGS QUAD   -  ANAHUAC (1993)
 AW3142
 AW3142                         *CURRENT SURVEY CONTROL
 AW3142  ___________________________________________________________________
 AW3142* NAD 83(1986)-  29 49 33.     (N)    094 38 39.     (W)     SCALED    
 AW3142* NAVD 88     -         7.59   (+/-2cm)      24.9    (feet)  VERTCON   
 AW3142  ___________________________________________________________________
 AW3142  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW3142
 AW3142  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3142
 AW3142.The horizontal coordinates were scaled from a topographic map and have
 AW3142.an estimated accuracy of +/- 6 seconds.
 AW3142
 AW3142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3142.The vertical order pertains to the NGVD 29 superseded value.
 AW3142
 AW3142.The geoid height was determined by GEOID03.
 AW3142
 AW3142;                    North         East    Units  Estimated Accuracy
 AW3142;SPC TXSC     - 4,228,660.    1,020,870.      MT  (+/- 180 meters Scaled)
 AW3142
 AW3142                          SUPERSEDED SURVEY CONTROL
 AW3142
 AW3142  NGVD 29 (??/??/92)    7.591  (m)           24.90   (f) ADJ UNCH    1 2
 AW3142
 AW3142.Superseded values are not recommended for survey control.
 AW3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3142.See file dsdata.txt to determine how the superseded data were derived.
 AW3142
 AW3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP411006(NAD 83)
 AW3142_MARKER: DD = SURVEY DISK
 AW3142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3142_SP_SET: CULVERT
 AW3142_STAMPING: F 22 25.560
 AW3142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3142+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3142
 AW3142  HISTORY     - Date     Condition        Report By
 AW3142  HISTORY     - UNK      MONUMENTED       TXRD
 AW3142  HISTORY     - 1959     GOOD             NGS
 AW3142  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3142  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW3142  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3142  HISTORY     - 20060121 GOOD             USPSQD
 AW3142
 AW3142                          STATION DESCRIPTION
 AW3142
 AW3142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3142'3.3 MI SW FROM HANKAMER.
 AW3142'ABOUT 3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE NEW GRADE
 AW3142'SCHOOL AT HANKAMER, AT A SMALL CULVERT, ABOUT 1.0 MILE SOUTH OF STATE
 AW3142'HIGHWAY 73, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 AW3142'OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF THE CULVERT, AND
 AW3142'ABOUT LEVEL WITH THE HIGHWAY.
 AW3142
 AW3142                          STATION RECOVERY (1973)
 AW3142
 AW3142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3142'MARK NOT FOUND.
 AW3142
 AW3142                          STATION RECOVERY (1997)
 AW3142
 AW3142'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3142'MARK NOT FOUND.
 AW3142
 AW3142                          STATION RECOVERY (2001)
 AW3142
 AW3142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3142'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3142
 AW3142                          STATION RECOVERY (2006)
 AW3142
 AW3142'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3142'FOUND AS DESCRIBED IN THE TOP CENTER OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0284 ***********************************************************************
 BN0284  DESIGNATION -  F 220
 BN0284  PID         -  BN0284
 BN0284  STATE/COUNTY-  TX/KERR
 BN0284  USGS QUAD   -  HUNT (1982)
 BN0284
 BN0284                         *CURRENT SURVEY CONTROL
 BN0284  ___________________________________________________________________
 BN0284* NAD 83(1986)-  30 03 55.     (N)    099 21 54.     (W)     SCALED    
 BN0284* NAVD 88     -       549.158  (meters)    1801.70   (feet)  ADJUSTED  
 BN0284  ___________________________________________________________________
 BN0284  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 BN0284  DYNAMIC HT  -         548.374 (meters)    1799.12  (feet)  COMP
 BN0284  MODELED GRAV-     979,197.4   (mgal)                       NAVD 88
 BN0284
 BN0284  VERT ORDER  -  SECOND    CLASS 0
 BN0284
 BN0284.The horizontal coordinates were scaled from a topographic map and have
 BN0284.an estimated accuracy of +/- 6 seconds.
 BN0284
 BN0284.The orthometric height was determined by differential leveling
 BN0284.and adjusted by the National Geodetic Survey in June 1991..
 BN0284
 BN0284.The geoid height was determined by GEOID03.
 BN0284
 BN0284.The dynamic height is computed by dividing the NAVD 88
 BN0284.geopotential number by the normal gravity value computed on the
 BN0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0284.degrees latitude (g = 980.6199 gals.).
 BN0284
 BN0284.The modeled gravity was interpolated from observed gravity values.
 BN0284
 BN0284;                    North         East    Units  Estimated Accuracy
 BN0284;SPC TXSC     - 4,247,420.      564,810.      MT  (+/- 180 meters Scaled)
 BN0284
 BN0284                          SUPERSEDED SURVEY CONTROL
 BN0284
 BN0284  NGVD 29 (??/??/92)  549.094  (m)         1801.49   (f) ADJ UNCH    2 0
 BN0284
 BN0284.Superseded values are not recommended for survey control.
 BN0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0284.See file dsdata.txt to determine how the superseded data were derived.
 BN0284
 BN0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU648260(NAD 83)
 BN0284_MARKER: DB = BENCH MARK DISK
 BN0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0284_STAMPING: F 220 1934
 BN0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0284+STABILITY: SURFACE MOTION
 BN0284
 BN0284  HISTORY     - Date     Condition        Report By
 BN0284  HISTORY     - 1934     MONUMENTED       CGS
 BN0284  HISTORY     - 1953     GOOD             NGS
 BN0284  HISTORY     - 1964     MARK NOT FOUND   USGS
 BN0284  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 BN0284
 BN0284                          STATION DESCRIPTION
 BN0284
 BN0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0284'2.5 MI W FROM HUNT.
 BN0284'2.5 MILES WEST ALONG FARM ROAD 1340 FROM THE POST OFFICE AT HUNT, 46.4
 BN0284'FEET NORTH OF THE NORTH CORNER OF A FARMHOUSE, 59 FEET SOUTHEAST OF
 BN0284'THE CENTER LINE OF THE FARM ROAD, 21.8 FEET SOUTHEAST OF A POWER POLE,
 BN0284'12 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 2.2 FEET
 BN0284'NORTHWEST OF A BOARD FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BN0284'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BN0284
 BN0284                          STATION RECOVERY (1964)
 BN0284
 BN0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BN0284'MARK NOT FOUND.
 BN0284
 BN0284                          STATION RECOVERY (2004)
 BN0284
 BN0284'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0047 ***********************************************************************
 BO0047  DESIGNATION -  F 221
 BO0047  PID         -  BO0047
 BO0047  STATE/COUNTY-  TX/EDWARDS
 BO0047  USGS QUAD   -  DEVILS SINKHOLE (1987)
 BO0047
 BO0047                         *CURRENT SURVEY CONTROL
 BO0047  ___________________________________________________________________
 BO0047* NAD 83(1986)-  30 04 39.     (N)    100 02 52.     (W)     SCALED    
 BO0047* NAVD 88     -       716.497  (meters)    2350.71   (feet)  ADJUSTED  
 BO0047  ___________________________________________________________________
 BO0047  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BO0047  DYNAMIC HT  -         715.442 (meters)    2347.25  (feet)  COMP
 BO0047  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 BO0047
 BO0047  VERT ORDER  -  SECOND    CLASS 0
 BO0047
 BO0047.The horizontal coordinates were scaled from a topographic map and have
 BO0047.an estimated accuracy of +/- 6 seconds.
 BO0047
 BO0047.The orthometric height was determined by differential leveling
 BO0047.and adjusted by the National Geodetic Survey in June 1991..
 BO0047
 BO0047.The geoid height was determined by GEOID03.
 BO0047
 BO0047.The dynamic height is computed by dividing the NAVD 88
 BO0047.geopotential number by the normal gravity value computed on the
 BO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0047.degrees latitude (g = 980.6199 gals.).
 BO0047
 BO0047.The modeled gravity was interpolated from observed gravity values.
 BO0047
 BO0047;                    North         East    Units  Estimated Accuracy
 BO0047;SPC TXSC     - 4,249,170.      498,990.      MT  (+/- 180 meters Scaled)
 BO0047
 BO0047                          SUPERSEDED SURVEY CONTROL
 BO0047
 BO0047  NGVD 29 (??/??/92)  716.432  (m)         2350.49   (f) ADJ UNCH    2 0
 BO0047
 BO0047.Superseded values are not recommended for survey control.
 BO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0047.See file dsdata.txt to determine how the superseded data were derived.
 BO0047
 BO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU990278(NAD 83)
 BO0047_MARKER: DB = BENCH MARK DISK
 BO0047_SETTING: 66 = SET IN ROCK OUTCROP
 BO0047_SP_SET: OUTCROP
 BO0047_STAMPING: F-221 1934
 BO0047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0047+STABILITY: POSITION/ELEVATION WELL
 BO0047
 BO0047  HISTORY     - Date     Condition        Report By
 BO0047  HISTORY     - 1934     MONUMENTED       CGS
 BO0047  HISTORY     - 1971     GOOD             NGS
 BO0047  HISTORY     - 1981     GOOD             NGS
 BO0047
 BO0047                          STATION DESCRIPTION
 BO0047
 BO0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BO0047'12.2 MI NE FROM ROCK SPRINGS.
 BO0047'FROM THE JUNCTION OF HIGHWAYS US 377 AND TEXAS 55 AT EAST EDGE OF
 BO0047'ROCKSPRINGS PROCEED NORTH ALONG US 377 FOR 7.9 MILES TO JUNCTION OF US
 BO0047'377 AND TEXAS 41, THENCE EAST ALONG TEXAS 41 FOR 4.3 MILES TO BM ON
 BO0047'RIGHT.  BM IS 0.1 MILES WEST OF THE JUNCTION OF RANCH ROAD 355 AND
 BO0047'TEXAS 41, 183 FEET EAST OF A DRIVE NORTH, 49 FEET SOUTH OF CENTERLINE
 BO0047'OF HIGHWAY AND 2 FEET NORTH OF ROW FENCE BETWEEN 2 BUSHES IN FLAT ROCK
 BO0047'OUTCROP.  A STANDARD TABLET SET IN A ROCK OUTCROP.
 BO0047
 BO0047                          STATION RECOVERY (1981)
 BO0047
 BO0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0047'13.5 KM (8.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM ITS NORTH
 BO0047'JUNCTION WITH STATE HIGHWAY 55 IN ROCK SPRINGS, THENCE 7.0 KM (4.35
 BO0047'MI) EAST ALONG STATE HIGHWAY 41, 0.2 KM (0.1 MI) WEST OF THE JUNCTION
 BO0047'OF FARM ROAD 335, IN THE TOP CENTER OF A 3 X 6 FOOT EXPOSED AREA OF
 BO0047'ROCK OUT CROPPING. 14.6 M (48.0 FT) S OF THE CENTERLINE OF THE
 BO0047'HIGHWAY, 6.2 M (20.3 FT) WNE OF A UTILITY POLE, AND 1.1 M (3.5 FT) N
 BO0047'OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0140 ***********************************************************************
 BO0140  DESIGNATION -  F 222
 BO0140  PID         -  BO0140
 BO0140  STATE/COUNTY-  TX/SCHLEICHER
 BO0140  USGS QUAD   -  ELDORADO (1982)
 BO0140
 BO0140                         *CURRENT SURVEY CONTROL
 BO0140  ___________________________________________________________________
 BO0140* NAD 83(1986)-  30 46 57.     (N)    100 37 19.     (W)     SCALED    
 BO0140* NAVD 88     -       739.304  (meters)    2425.53   (feet)  ADJUSTED  
 BO0140  ___________________________________________________________________
 BO0140  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 BO0140  DYNAMIC HT  -         738.241 (meters)    2422.05  (feet)  COMP
 BO0140  MODELED GRAV-     979,178.1   (mgal)                       NAVD 88
 BO0140
 BO0140  VERT ORDER  -  SECOND    CLASS 0
 BO0140
 BO0140.The horizontal coordinates were scaled from a topographic map and have
 BO0140.an estimated accuracy of +/- 6 seconds.
 BO0140
 BO0140.The orthometric height was determined by differential leveling
 BO0140.and adjusted by the National Geodetic Survey in June 1991..
 BO0140
 BO0140.The geoid height was determined by GEOID03.
 BO0140
 BO0140.The dynamic height is computed by dividing the NAVD 88
 BO0140.geopotential number by the normal gravity value computed on the
 BO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0140.degrees latitude (g = 980.6199 gals.).
 BO0140
 BO0140.The modeled gravity was interpolated from observed gravity values.
 BO0140
 BO0140;                    North         East    Units  Estimated Accuracy
 BO0140;SPC TX C     - 3,123,730.      672,380.      MT  (+/- 180 meters Scaled)
 BO0140
 BO0140                          SUPERSEDED SURVEY CONTROL
 BO0140
 BO0140  NGVD 29 (??/??/92)  739.102  (m)         2424.87   (f) ADJ UNCH    2 0
 BO0140
 BO0140.Superseded values are not recommended for survey control.
 BO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0140.See file dsdata.txt to determine how the superseded data were derived.
 BO0140
 BO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV447066(NAD 83)
 BO0140_MARKER: DB = BENCH MARK DISK
 BO0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0140_STAMPING: 2424.870 F 222 1934
 BO0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0140+STABILITY: SURFACE MOTION
 BO0140
 BO0140  HISTORY     - Date     Condition        Report By
 BO0140  HISTORY     - 1934     MONUMENTED       CGS
 BO0140  HISTORY     - 1964     GOOD             USGS
 BO0140
 BO0140                          STATION DESCRIPTION
 BO0140
 BO0140'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 BO0140'5.9 MI S FROM ELDORADO.
 BO0140'5.9 MILES SOUTH ALONG US HIGHWAY 277 FROM ELDORADO, ABOUT 1000 FEET
 BO0140'NORTH OF A ROAD LEADING TO A HOUSE WEST.  84 FEET WEST OF THE CENTER
 BO0140'LINE OF THE HIGHWAY, AND 2 FEET SOUTHEAST OF A FENCE CORNER.  A
 BO0140'STANDARD DISK STAMPED 2424.870 F 222 1934 AND SET IN THE TOP OF A
 BO0140'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0198 ***********************************************************************
 CB0198  DESIGNATION -  F 223
 CB0198  PID         -  CB0198
 CB0198  STATE/COUNTY-  TX/IRION
 CB0198  USGS QUAD   -  NOELKE SW (1987)
 CB0198
 CB0198                         *CURRENT SURVEY CONTROL
 CB0198  ___________________________________________________________________
 CB0198* NAD 83(1986)-  31 07 14.     (N)    100 57 50.     (W)     SCALED    
 CB0198* NAVD 88     -       729.895  (meters)    2394.66   (feet)  ADJUSTED  
 CB0198  ___________________________________________________________________
 CB0198  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CB0198  DYNAMIC HT  -         728.855 (meters)    2391.25  (feet)  COMP
 CB0198  MODELED GRAV-     979,191.5   (mgal)                       NAVD 88
 CB0198
 CB0198  VERT ORDER  -  FIRST     CLASS II
 CB0198
 CB0198.The horizontal coordinates were scaled from a topographic map and have
 CB0198.an estimated accuracy of +/- 6 seconds.
 CB0198
 CB0198.The orthometric height was determined by differential leveling
 CB0198.and adjusted by the National Geodetic Survey in June 1991..
 CB0198
 CB0198.The geoid height was determined by GEOID03.
 CB0198
 CB0198.The dynamic height is computed by dividing the NAVD 88
 CB0198.geopotential number by the normal gravity value computed on the
 CB0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0198.degrees latitude (g = 980.6199 gals.).
 CB0198
 CB0198.The modeled gravity was interpolated from observed gravity values.
 CB0198
 CB0198;                    North         East    Units  Estimated Accuracy
 CB0198;SPC TX C     - 3,161,340.      639,860.      MT  (+/- 180 meters Scaled)
 CB0198
 CB0198                          SUPERSEDED SURVEY CONTROL
 CB0198
 CB0198  NGVD 29 (??/??/92)  729.672  (m)         2393.93   (f) ADJ UNCH    1 2
 CB0198
 CB0198.Superseded values are not recommended for survey control.
 CB0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0198.See file dsdata.txt to determine how the superseded data were derived.
 CB0198
 CB0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV127446(NAD 83)
 CB0198_MARKER: DB = BENCH MARK DISK
 CB0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0198_SP_SET: CULVERT
 CB0198_STAMPING: F-223 1934
 CB0198_MARK LOGO: CGS   
 CB0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0198
 CB0198  HISTORY     - Date     Condition        Report By
 CB0198  HISTORY     - 1934     MONUMENTED       CGS
 CB0198  HISTORY     - 1940     GOOD             NGS
 CB0198  HISTORY     - 1981     GOOD             NGS
 CB0198
 CB0198                          STATION DESCRIPTION
 CB0198
 CB0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0198'12.9 MI E FROM BARNHART.
 CB0198'12.9 MILES E OF AND ALONG  THE PANHANDLE AND S.F.R.R. 0.1 MILE SW OF
 CB0198'MILE POST 759.  DISK IS SET IN TOP OF CONCRETE WING WALL AT W CORNER
 CB0198'OF BRIDGE 759.1.
 CB0198
 CB0198                          STATION RECOVERY (1940)
 CB0198
 CB0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0198'RECOVERED IN GOOD CONDITION.
 CB0198
 CB0198                          STATION RECOVERY (1981)
 CB0198
 CB0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0198'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0198'MERTZON, THENCE 11.0 KM (6.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY
 CB0198'67, THENCE 10.4 KM (6.45 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA
 CB0198'AND SANTA FE RAILROAD, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 759, IN
 CB0198'TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A LARGE
 CB0198'RAILROAD BRIDGE, 22.9 METERS (75.1 FT) SOUTHEAST OF THE CENTER OF A
 CB0198'DIRT ROAD AND 1.7 METERS (5.6 FT) NORTHWEST OF THE NEAR RAIL.
 CB0198'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0394 ***********************************************************************
 BO0394  DESIGNATION -  F 224
 BO0394  PID         -  BO0394
 BO0394  STATE/COUNTY-  TX/PECOS
 BO0394  USGS QUAD   -  DEER CANYON (1967)
 BO0394
 BO0394                         *CURRENT SURVEY CONTROL
 BO0394  ___________________________________________________________________
 BO0394* NAD 83(1986)-  30 47 41.     (N)    101 50 34.     (W)     SCALED    
 BO0394* NAVD 88     -       660.260  (meters)    2166.20   (feet)  ADJUSTED  
 BO0394  ___________________________________________________________________
 BO0394  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0394  DYNAMIC HT  -         659.301 (meters)    2163.06  (feet)  COMP
 BO0394  MODELED GRAV-     979,167.3   (mgal)                       NAVD 88
 BO0394
 BO0394  VERT ORDER  -  SECOND    CLASS 0
 BO0394
 BO0394.The horizontal coordinates were scaled from a topographic map and have
 BO0394.an estimated accuracy of +/- 6 seconds.
 BO0394
 BO0394.The orthometric height was determined by differential leveling
 BO0394.and adjusted by the National Geodetic Survey in June 1991..
 BO0394
 BO0394.The geoid height was determined by GEOID03.
 BO0394
 BO0394.The dynamic height is computed by dividing the NAVD 88
 BO0394.geopotential number by the normal gravity value computed on the
 BO0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0394.degrees latitude (g = 980.6199 gals.).
 BO0394
 BO0394.The modeled gravity was interpolated from observed gravity values.
 BO0394
 BO0394;                    North         East    Units  Estimated Accuracy
 BO0394;SPC TX C     - 3,126,030.      555,550.      MT  (+/- 180 meters Scaled)
 BO0394
 BO0394                          SUPERSEDED SURVEY CONTROL
 BO0394
 BO0394  NGVD 29 (??/??/92)  660.042  (m)         2165.49   (f) ADJ UNCH    2 0
 BO0394
 BO0394.Superseded values are not recommended for survey control.
 BO0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0394.See file dsdata.txt to determine how the superseded data were derived.
 BO0394
 BO0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV279103(NAD 83)
 BO0394_MARKER: DB = BENCH MARK DISK
 BO0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0394_STAMPING: 2165.488 F 224 1934
 BO0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0394+STABILITY: SURFACE MOTION
 BO0394
 BO0394  HISTORY     - Date     Condition        Report By
 BO0394  HISTORY     - 1934     MONUMENTED       CGS
 BO0394  HISTORY     - 1967     GOOD             USGS
 BO0394
 BO0394                          STATION DESCRIPTION
 BO0394
 BO0394'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BO0394'4.1 MI NW FROM SHEFFIELD.
 BO0394'4.1 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0394'SHEFFIELD TO THE JUNCTION OF TEXAS 349.  THEN 3.5 MILES NORTH OF THE
 BO0394'JUNCTION ALONG TEXAS 349, 440 FEET WEST OF THE CENTERLINE OF THE
 BO0394'HIGHWAY AT A COUNTY ROAD SOUTHEAST.  A STANDARD DISK, STAMPED 2165.488
 BO0394'F 224 1934 AND SET IN THE TOP OF A CONCRETE POST, PROJECTING 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1347 ***********************************************************************
 FL1347  DESIGNATION -  F 225
 FL1347  PID         -  FL1347
 FL1347  STATE/COUNTY-  TX/MOORE
 FL1347  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1347
 FL1347                         *CURRENT SURVEY CONTROL
 FL1347  ___________________________________________________________________
 FL1347* NAD 83(1986)-  35 51 47.     (N)    101 58 29.     (W)     SCALED    
 FL1347* NAVD 88     -      1116.505  (meters)    3663.07   (feet)  ADJUSTED  
 FL1347  ___________________________________________________________________
 FL1347  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1347  DYNAMIC HT  -        1115.210 (meters)    3658.82  (feet)  COMP
 FL1347  MODELED GRAV-     979,435.4   (mgal)                       NAVD 88
 FL1347
 FL1347  VERT ORDER  -  SECOND    CLASS 0
 FL1347
 FL1347.The horizontal coordinates were scaled from a topographic map and have
 FL1347.an estimated accuracy of +/- 6 seconds.
 FL1347
 FL1347.The orthometric height was determined by differential leveling
 FL1347.and adjusted by the National Geodetic Survey in June 1991..
 FL1347
 FL1347.The geoid height was determined by GEOID03.
 FL1347
 FL1347.The dynamic height is computed by dividing the NAVD 88
 FL1347.geopotential number by the normal gravity value computed on the
 FL1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1347.degrees latitude (g = 980.6199 gals.).
 FL1347
 FL1347.The modeled gravity was interpolated from observed gravity values.
 FL1347
 FL1347;                    North         East    Units  Estimated Accuracy
 FL1347;SPC TX N     - 1,206,790.      157,130.      MT  (+/- 180 meters Scaled)
 FL1347
 FL1347                          SUPERSEDED SURVEY CONTROL
 FL1347
 FL1347  NGVD 29 (??/??/92) 1115.959  (m)         3661.28   (f) ADJ UNCH    2 0
 FL1347
 FL1347.Superseded values are not recommended for survey control.
 FL1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1347.See file dsdata.txt to determine how the superseded data were derived.
 FL1347
 FL1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE313728(NAD 83)
 FL1347_MARKER: DB = BENCH MARK DISK
 FL1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL1347_SP_SET: FOUNDATION
 FL1347_STAMPING: F-225 1934
 FL1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1347+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FL1347
 FL1347  HISTORY     - Date     Condition        Report By
 FL1347  HISTORY     - 1934     MONUMENTED       CGS
 FL1347  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL1347  HISTORY     - 20040805 GOOD             USPSQD
 FL1347
 FL1347                          STATION DESCRIPTION
 FL1347
 FL1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1347'IN DUMAS.
 FL1347'IN CITY WATER TOWER, N END OF TOWN, APPROXIMATELY 200 FT. W OF HIGHWAY
 FL1347'LEADING N OUT OF TOWN.  DISK IS SET HORIZONTAL IN CONCRETE FOUNDATION
 FL1347'OF CENTER OF PIPE OF TOWER.
 FL1347
 FL1347                          STATION RECOVERY (1962)
 FL1347
 FL1347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL1347'MARK NOT FOUND.
 FL1347
 FL1347                          STATION RECOVERY (2004)
 FL1347
 FL1347'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0139 ***********************************************************************
 CC0139  DESIGNATION -  F 226
 CC0139  PID         -  CC0139
 CC0139  STATE/COUNTY-  TX/CRANE
 CC0139  USGS QUAD   -  CRANE (1974)
 CC0139
 CC0139                         *CURRENT SURVEY CONTROL
 CC0139  ___________________________________________________________________
 CC0139* NAD 83(1986)-  31 22 35.     (N)    102 20 55.     (W)     SCALED    
 CC0139* NAVD 88     -       788.095  (meters)    2585.61   (feet)  ADJUSTED  
 CC0139  ___________________________________________________________________
 CC0139  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CC0139  DYNAMIC HT  -         786.971 (meters)    2581.92  (feet)  COMP
 CC0139  MODELED GRAV-     979,188.3   (mgal)                       NAVD 88
 CC0139
 CC0139  VERT ORDER  -  SECOND    CLASS 0
 CC0139
 CC0139.The horizontal coordinates were scaled from a topographic map and have
 CC0139.an estimated accuracy of +/- 6 seconds.
 CC0139
 CC0139.The orthometric height was determined by differential leveling
 CC0139.and adjusted by the National Geodetic Survey in June 1991..
 CC0139
 CC0139.The geoid height was determined by GEOID03.
 CC0139
 CC0139.The dynamic height is computed by dividing the NAVD 88
 CC0139.geopotential number by the normal gravity value computed on the
 CC0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0139.degrees latitude (g = 980.6199 gals.).
 CC0139
 CC0139.The modeled gravity was interpolated from observed gravity values.
 CC0139
 CC0139;                    North         East    Units  Estimated Accuracy
 CC0139;SPC TX C     - 3,191,270.      508,320.      MT  (+/- 180 meters Scaled)
 CC0139
 CC0139                          SUPERSEDED SURVEY CONTROL
 CC0139
 CC0139  NGVD 29 (??/??/92)  787.77   (m)         2584.5    (f) COMPUTED    2 0
 CC0139
 CC0139.Superseded values are not recommended for survey control.
 CC0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0139.See file dsdata.txt to determine how the superseded data were derived.
 CC0139
 CC0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ521743(NAD 83)
 CC0139_MARKER: DB = BENCH MARK DISK
 CC0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0139_SP_SET: CULVERT
 CC0139_STAMPING: F-226 1934
 CC0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0139
 CC0139  HISTORY     - Date     Condition        Report By
 CC0139  HISTORY     - 1934     MONUMENTED       CGS
 CC0139  HISTORY     - 1955     MARK NOT FOUND   TXHD
 CC0139  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CC0139
 CC0139                          STATION DESCRIPTION
 CC0139
 CC0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0139'1.4 MI S FROM CRANE.
 CC0139'1.4 MILES S OF AND ALONG STATE HWY NO. 137 SET IN N END OF E HEAD WALL
 CC0139'OF 5 SECTION BOX CONCRETE HIGHWAY CULVERT.  16 FT. E OF CENTER OF
 CC0139'HIGHWAY.
 CC0139
 CC0139                          STATION RECOVERY (1955)
 CC0139
 CC0139'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955
 CC0139'MARK NOT FOUND.
 CC0139
 CC0139                          STATION RECOVERY (2001)
 CC0139
 CC0139'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0227 ***********************************************************************
 FL0227  DESIGNATION -  F 227
 FL0227  PID         -  FL0227
 FL0227  STATE/COUNTY-  TX/WHEELER
 FL0227  USGS QUAD   -  SPRING CREEK (1962)
 FL0227
 FL0227                         *CURRENT SURVEY CONTROL
 FL0227  ___________________________________________________________________
 FL0227* NAD 83(1986)-  35 22 58.     (N)    100 26 28.     (W)     SCALED    
 FL0227* NAVD 88     -       726.836  (meters)    2384.63   (feet)  ADJUSTED  
 FL0227  ___________________________________________________________________
 FL0227  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0227  DYNAMIC HT  -         726.068 (meters)    2382.11  (feet)  COMP
 FL0227  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 FL0227
 FL0227  VERT ORDER  -  SECOND    CLASS 0
 FL0227
 FL0227.The horizontal coordinates were scaled from a topographic map and have
 FL0227.an estimated accuracy of +/- 6 seconds.
 FL0227
 FL0227.The orthometric height was determined by differential leveling
 FL0227.and adjusted by the National Geodetic Survey in June 1991..
 FL0227
 FL0227.The geoid height was determined by GEOID03.
 FL0227
 FL0227.The dynamic height is computed by dividing the NAVD 88
 FL0227.geopotential number by the normal gravity value computed on the
 FL0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0227.degrees latitude (g = 980.6199 gals.).
 FL0227
 FL0227.The modeled gravity was interpolated from observed gravity values.
 FL0227
 FL0227;                    North         East    Units  Estimated Accuracy
 FL0227;SPC TX N     - 1,153,920.      296,200.      MT  (+/- 180 meters Scaled)
 FL0227
 FL0227                          SUPERSEDED SURVEY CONTROL
 FL0227
 FL0227  NGVD 29 (??/??/92)  726.507  (m)         2383.55   (f) ADJ UNCH    2 0
 FL0227
 FL0227.Superseded values are not recommended for survey control.
 FL0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0227.See file dsdata.txt to determine how the superseded data were derived.
 FL0227
 FL0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE691164(NAD 83)
 FL0227_MARKER: DB = BENCH MARK DISK
 FL0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0227_STAMPING: F-227 1934
 FL0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0227+STABILITY: SURFACE MOTION
 FL0227
 FL0227  HISTORY     - Date     Condition        Report By
 FL0227  HISTORY     - 1934     MONUMENTED       CGS
 FL0227  HISTORY     - 1946     GOOD             NGS
 FL0227
 FL0227                          STATION DESCRIPTION
 FL0227
 FL0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0227'4.0 MI NW FROM MAGIC CITY.
 FL0227'4.0 MILES NW OF AND ALONG THE F.W. AND D.R.R. 0.1 MILE W OF TRESTLE
 FL0227'N-295.93.  1 1/2 RAIL LENGTHS E OF MILE POST 296.  55 FT. S OF CENTER
 FL0227'OF TRACK IN R/W FENCE LINE ON SIDE OF SMALL SAND KNOLL.
 FL0227
 FL0227                          STATION RECOVERY (1946)
 FL0227
 FL0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 FL0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1145 ***********************************************************************
 FL1145  DESIGNATION -  F 228
 FL1145  PID         -  FL1145
 FL1145  STATE/COUNTY-  TX/POTTER
 FL1145  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1145
 FL1145                         *CURRENT SURVEY CONTROL
 FL1145  ___________________________________________________________________
 FL1145* NAD 83(1986)-  35 15 27.     (N)    101 47 51.     (W)     SCALED    
 FL1145* NAVD 88     -      1086.904  (meters)    3565.95   (feet)  ADJUSTED  
 FL1145  ___________________________________________________________________
 FL1145  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL1145  DYNAMIC HT  -        1085.618 (meters)    3561.73  (feet)  COMP
 FL1145  MODELED GRAV-     979,414.1   (mgal)                       NAVD 88
 FL1145
 FL1145  VERT ORDER  -  SECOND    CLASS 0
 FL1145
 FL1145.The horizontal coordinates were scaled from a topographic map and have
 FL1145.an estimated accuracy of +/- 6 seconds.
 FL1145
 FL1145.The orthometric height was determined by differential leveling
 FL1145.and adjusted by the National Geodetic Survey in June 1991..
 FL1145
 FL1145.The geoid height was determined by GEOID03.
 FL1145
 FL1145.The dynamic height is computed by dividing the NAVD 88
 FL1145.geopotential number by the normal gravity value computed on the
 FL1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1145.degrees latitude (g = 980.6199 gals.).
 FL1145
 FL1145.The modeled gravity was interpolated from observed gravity values.
 FL1145
 FL1145;                    North         East    Units  Estimated Accuracy
 FL1145;SPC TX N     - 1,139,540.      172,930.      MT  (+/- 180 meters Scaled)
 FL1145
 FL1145                          SUPERSEDED SURVEY CONTROL
 FL1145
 FL1145  NGVD 29 (??/??/92) 1086.392  (m)         3564.27   (f) ADJ UNCH    2 0
 FL1145
 FL1145.Superseded values are not recommended for survey control.
 FL1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1145.See file dsdata.txt to determine how the superseded data were derived.
 FL1145
 FL1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE454051(NAD 83)
 FL1145_MARKER: DB = BENCH MARK DISK
 FL1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1145_STAMPING: F-228 1934
 FL1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1145+STABILITY: SURFACE MOTION
 FL1145
 FL1145  HISTORY     - Date     Condition        Report By
 FL1145  HISTORY     - 1934     MONUMENTED       CGS
 FL1145
 FL1145                          STATION DESCRIPTION
 FL1145
 FL1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1145'5.3 MI NW FROM AMARILLO.
 FL1145'5.3 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1145'AMARILLO, POTTER COUNTY, 35 YARDS WEST OF MILEPOST 4, 43 YARDS
 FL1145'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 44 YARDS NORTHEAST OF
 FL1145'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 228 1934 AND SET
 FL1145'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1384 ***********************************************************************
 FL1384  DESIGNATION -  F 229
 FL1384  PID         -  FL1384
 FL1384  STATE/COUNTY-  TX/HUTCHINSON
 FL1384  USGS QUAD   -  CAMP CREEK (1974)
 FL1384
 FL1384                         *CURRENT SURVEY CONTROL
 FL1384  ___________________________________________________________________
 FL1384* NAD 83(1986)-  35 50 54.     (N)    101 37 22.     (W)     SCALED    
 FL1384* NAVD 88     -      1024.721  (meters)    3361.94   (feet)  ADJUSTED  
 FL1384  ___________________________________________________________________
 FL1384  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FL1384  DYNAMIC HT  -        1023.556 (meters)    3358.12  (feet)  COMP
 FL1384  MODELED GRAV-     979,461.8   (mgal)                       NAVD 88
 FL1384
 FL1384  VERT ORDER  -  SECOND    CLASS 0
 FL1384
 FL1384.The horizontal coordinates were scaled from a topographic map and have
 FL1384.an estimated accuracy of +/- 6 seconds.
 FL1384
 FL1384.The orthometric height was determined by differential leveling
 FL1384.and adjusted by the National Geodetic Survey in June 1991..
 FL1384
 FL1384.The geoid height was determined by GEOID03.
 FL1384
 FL1384.The dynamic height is computed by dividing the NAVD 88
 FL1384.geopotential number by the normal gravity value computed on the
 FL1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1384.degrees latitude (g = 980.6199 gals.).
 FL1384
 FL1384.The modeled gravity was interpolated from observed gravity values.
 FL1384
 FL1384;                    North         East    Units  Estimated Accuracy
 FL1384;SPC TX N     - 1,205,060.      188,910.      MT  (+/- 180 meters Scaled)
 FL1384
 FL1384                          SUPERSEDED SURVEY CONTROL
 FL1384
 FL1384  NGVD 29 (??/??/92) 1024.226  (m)         3360.31   (f) ADJ UNCH    2 0
 FL1384
 FL1384.Superseded values are not recommended for survey control.
 FL1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1384.See file dsdata.txt to determine how the superseded data were derived.
 FL1384
 FL1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE631703(NAD 83)
 FL1384_MARKER: DB = BENCH MARK DISK
 FL1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1384_STAMPING: F-229 1934
 FL1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1384+STABILITY: SURFACE MOTION
 FL1384
 FL1384  HISTORY     - Date     Condition        Report By
 FL1384  HISTORY     - 1934     MONUMENTED       CGS
 FL1384  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL1384
 FL1384                          STATION DESCRIPTION
 FL1384
 FL1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1384'11.1 MI W FROM STINNETT.
 FL1384'11.1 MILES W OF AND ALONG DUMAS-STINNETT HWY MARK IS 104 FT. W OF A T
 FL1384'FENCE RUNNING N.  49 FT. N OF CENTER OF HIGHWAY.
 FL1384
 FL1384                          STATION RECOVERY (1972)
 FL1384
 FL1384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL1384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3145 ***********************************************************************
 AW3145  DESIGNATION -  F 23
 AW3145  PID         -  AW3145
 AW3145  STATE/COUNTY-  TX/CHAMBERS
 AW3145  USGS QUAD   -  ANAHUAC (1993)
 AW3145
 AW3145                         *CURRENT SURVEY CONTROL
 AW3145  ___________________________________________________________________
 AW3145* NAD 83(1986)-  29 48 57.     (N)    094 38 46.     (W)     SCALED    
 AW3145* NAVD 88     -         6.45   (+/-2cm)      21.2    (feet)  VERTCON   
 AW3145  ___________________________________________________________________
 AW3145  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW3145
 AW3145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3145
 AW3145.The horizontal coordinates were scaled from a topographic map and have
 AW3145.an estimated accuracy of +/- 6 seconds.
 AW3145
 AW3145.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3145.The vertical order pertains to the NGVD 29 superseded value.
 AW3145
 AW3145.The geoid height was determined by GEOID03.
 AW3145
 AW3145;                    North         East    Units  Estimated Accuracy
 AW3145;SPC TXSC     - 4,227,550.    1,020,720.      MT  (+/- 180 meters Scaled)
 AW3145
 AW3145                          SUPERSEDED SURVEY CONTROL
 AW3145
 AW3145  NGVD 29 (??/??/92)    6.451  (m)           21.16   (f) ADJ UNCH    2 0
 AW3145
 AW3145.Superseded values are not recommended for survey control.
 AW3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3145.See file dsdata.txt to determine how the superseded data were derived.
 AW3145
 AW3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN409995(NAD 83)
 AW3145_MARKER: DD = SURVEY DISK
 AW3145_SETTING: 0 = UNSPECIFIED SETTING
 AW3145_STAMPING: F-23 21.289 FT
 AW3145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3145
 AW3145  HISTORY     - Date     Condition        Report By
 AW3145  HISTORY     - UNK      MONUMENTED       TXRD
 AW3145  HISTORY     - 1959     MARK NOT FOUND   NGS
 AW3145  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3145  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW3145  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3145
 AW3145                          STATION DESCRIPTION
 AW3145
 AW3145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3145'4.0 MI SW FROM HANKAMER.
 AW3145'4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE PUBLIC SCHOOL AT
 AW3145'HANKAMER, AT THE JUNCTION OF A ROAD LEADING WEST, 39 FEET WEST OF THE
 AW3145'CENTERLINE OF THE HIGHWAY, 36 FEET SOUTH OF THE CENTERLINE OF THE
 AW3145'ROAD, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 AW3145'LOWER THAN THE HIGHWAY.  NOTE-- PROBABLY DESTROYED DURING HIGHWAY
 AW3145'CONSTRUCTION.
 AW3145
 AW3145                          STATION RECOVERY (1973)
 AW3145
 AW3145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3145'MARK NOT FOUND.
 AW3145
 AW3145                          STATION RECOVERY (1997)
 AW3145
 AW3145'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3145'MARK NOT FOUND.
 AW3145
 AW3145                          STATION RECOVERY (2001)
 AW3145
 AW3145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3145'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0796 ***********************************************************************
 CS0796  DESIGNATION -  F 23
 CS0796  PID         -  CS0796
 CS0796  STATE/COUNTY-  TX/ELLIS
 CS0796  USGS QUAD   -  PALMER (1978)
 CS0796
 CS0796                         *CURRENT SURVEY CONTROL
 CS0796  ___________________________________________________________________
 CS0796* NAD 83(1986)-  32 25 51.     (N)    096 40 01.     (W)     SCALED    
 CS0796* NAVD 88     -       141.086  (meters)     462.88   (feet)  ADJUSTED  
 CS0796  ___________________________________________________________________
 CS0796  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CS0796  DYNAMIC HT  -         140.922 (meters)     462.34  (feet)  COMP
 CS0796  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 CS0796
 CS0796  VERT ORDER  -  SECOND    CLASS 0
 CS0796
 CS0796.The horizontal coordinates were scaled from a topographic map and have
 CS0796.an estimated accuracy of +/- 6 seconds.
 CS0796
 CS0796.The orthometric height was determined by differential leveling
 CS0796.and adjusted by the National Geodetic Survey in June 1991..
 CS0796
 CS0796.The geoid height was determined by GEOID03.
 CS0796
 CS0796.The dynamic height is computed by dividing the NAVD 88
 CS0796.geopotential number by the normal gravity value computed on the
 CS0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0796.degrees latitude (g = 980.6199 gals.).
 CS0796
 CS0796.The modeled gravity was interpolated from observed gravity values.
 CS0796
 CS0796;                    North         East    Units  Estimated Accuracy
 CS0796;SPC TXNC     - 2,086,240.      772,380.      MT  (+/- 180 meters Scaled)
 CS0796
 CS0796                          SUPERSEDED SURVEY CONTROL
 CS0796
 CS0796  NGVD 29 (??/??/92)  141.087  (m)          462.88   (f) ADJ UNCH    2 0
 CS0796
 CS0796.Superseded values are not recommended for survey control.
 CS0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0796.See file dsdata.txt to determine how the superseded data were derived.
 CS0796
 CS0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA193905(NAD 83)
 CS0796_MARKER: DD = SURVEY DISK
 CS0796_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CS0796_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CS0796_STAMPING: NO. F 23 462.601
 CS0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0796
 CS0796  HISTORY     - Date     Condition        Report By
 CS0796  HISTORY     - UNK      MONUMENTED       TXRD
 CS0796  HISTORY     - 1946     GOOD             NGS
 CS0796
 CS0796                          STATION DESCRIPTION
 CS0796
 CS0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0796'IN PALMER.
 CS0796'AT PALMER, TEXAS.  ABOUT 200.0 FEET SOUTH OF MAIN STREET.  AT THE CITY
 CS0796'WATER TANK.  1.0 FOOT WEST OF THE WEST EDGE OF THE SOUTHEAST LEG OF
 CS0796'THE CITY WATER TANK.  A TEXAS RECLAMATION DEPARTMENT BRONZE DISK SET
 CS0796'IN TOP OF A CONCRETE FILLED IRON PIPE WITH THE TOP ABOUT FLUSH WITH
 CS0796'THE SURFACE OF THE GROUND.  STAMPED, NO. F 23 462.601.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0486 ***********************************************************************
 FL0486  DESIGNATION -  F 230
 FL0486  PID         -  FL0486
 FL0486  STATE/COUNTY-  TX/GRAY
 FL0486  USGS QUAD   -  BOWERS CITY (1976)
 FL0486
 FL0486                         *CURRENT SURVEY CONTROL
 FL0486  ___________________________________________________________________
 FL0486* NAD 83(1986)-  35 29 49.     (N)    100 58 19.     (W)     SCALED    
 FL0486* NAVD 88     -       988.617  (meters)    3243.49   (feet)  ADJUSTED  
 FL0486  ___________________________________________________________________
 FL0486  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL0486  DYNAMIC HT  -         987.521 (meters)    3239.89  (feet)  COMP
 FL0486  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 FL0486
 FL0486  VERT ORDER  -  SECOND    CLASS 0
 FL0486
 FL0486.The horizontal coordinates were scaled from a topographic map and have
 FL0486.an estimated accuracy of +/- 6 seconds.
 FL0486
 FL0486.The orthometric height was determined by differential leveling
 FL0486.and adjusted by the National Geodetic Survey in June 1991..
 FL0486
 FL0486.The geoid height was determined by GEOID03.
 FL0486
 FL0486.The dynamic height is computed by dividing the NAVD 88
 FL0486.geopotential number by the normal gravity value computed on the
 FL0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0486.degrees latitude (g = 980.6199 gals.).
 FL0486
 FL0486.The modeled gravity was interpolated from observed gravity values.
 FL0486
 FL0486;                    North         East    Units  Estimated Accuracy
 FL0486;SPC TX N     - 1,166,190.      247,910.      MT  (+/- 180 meters Scaled)
 FL0486
 FL0486                          SUPERSEDED SURVEY CONTROL
 FL0486
 FL0486  NGVD 29 (??/??/92)  988.194  (m)         3242.10   (f) ADJ UNCH    2 0
 FL0486
 FL0486.Superseded values are not recommended for survey control.
 FL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0486.See file dsdata.txt to determine how the superseded data were derived.
 FL0486
 FL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE211299(NAD 83)
 FL0486_MARKER: Z = SEE DESCRIPTION
 FL0486_SETTING: 0 = UNSPECIFIED SETTING
 FL0486_STAMPING: F 230 1934
 FL0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0486
 FL0486  HISTORY     - Date     Condition        Report By
 FL0486  HISTORY     - 1934     MONUMENTED       CGS
 FL0486  HISTORY     - 1943     GOOD             NGS
 FL0486  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0486
 FL0486                          STATION DESCRIPTION
 FL0486
 FL0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0486'2.8 MI S FROM PAMPA.
 FL0486'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 18 FROM
 FL0486'PAMPA, GRAY COUNTY, 63 FEET NORTH OF A CATTLE GUARD, 46 FEET WEST OF
 FL0486'THE CENTER OF THE ROAD, 4 FEET SOUTHEAST OF A TELEPHONE POLE, 1.6 FEET
 FL0486'EAST OF THE RIGHT OF WAY FENCE.
 FL0486
 FL0486                          STATION RECOVERY (1966)
 FL0486
 FL0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0740 ***********************************************************************
 DN0740  DESIGNATION -  F 231
 DN0740  PID         -  DN0740
 DN0740  STATE/COUNTY-  TX/MONTAGUE
 DN0740  USGS QUAD   -  SUNSET (1978)
 DN0740
 DN0740                         *CURRENT SURVEY CONTROL
 DN0740  ___________________________________________________________________
 DN0740* NAD 83(1986)-  33 27 14.     (N)    097 45 55.     (W)     SCALED    
 DN0740* NAVD 88     -       303.339  (meters)     995.20   (feet)  ADJUSTED  
 DN0740  ___________________________________________________________________
 DN0740  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DN0740  DYNAMIC HT  -         303.003 (meters)     994.10  (feet)  COMP
 DN0740  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 DN0740
 DN0740  VERT ORDER  -  FIRST     CLASS II
 DN0740
 DN0740.The horizontal coordinates were scaled from a topographic map and have
 DN0740.an estimated accuracy of +/- 6 seconds.
 DN0740
 DN0740.The orthometric height was determined by differential leveling
 DN0740.and adjusted by the National Geodetic Survey in June 1991..
 DN0740.WARNING-Repeat measurements at this control monument indicate possible
 DN0740.vertical movement.
 DN0740
 DN0740.The geoid height was determined by GEOID03.
 DN0740
 DN0740.The dynamic height is computed by dividing the NAVD 88
 DN0740.geopotential number by the normal gravity value computed on the
 DN0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0740.degrees latitude (g = 980.6199 gals.).
 DN0740
 DN0740.The modeled gravity was interpolated from observed gravity values.
 DN0740
 DN0740;                    North         East    Units  Estimated Accuracy
 DN0740;SPC TXNC     - 2,198,430.      668,300.      MT  (+/- 180 meters Scaled)
 DN0740
 DN0740                          SUPERSEDED SURVEY CONTROL
 DN0740
 DN0740  NGVD 29 (??/??/92)  303.206  (m)          994.77   (f) ADJ UNCH    1 2
 DN0740
 DN0740.Superseded values are not recommended for survey control.
 DN0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0740.See file dsdata.txt to determine how the superseded data were derived.
 DN0740
 DN0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC147022(NAD 83)
 DN0740_MARKER: DB = BENCH MARK DISK
 DN0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0740_STAMPING: F 231 1952
 DN0740_MARK LOGO: CGS   
 DN0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0740+STABILITY: SURFACE MOTION
 DN0740
 DN0740  HISTORY     - Date     Condition        Report By
 DN0740  HISTORY     - 1952     MONUMENTED       CGS
 DN0740  HISTORY     - 1984     GOOD             NGS
 DN0740  HISTORY     - 19961130 MARK NOT FOUND   USPSQD
 DN0740
 DN0740                          STATION DESCRIPTION
 DN0740
 DN0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0740'IN SUNSET.
 DN0740'AT SUNSET, 79.4 FEET NORTHEAST OF THE EAST CORNER OF THE RAILROAD
 DN0740'STATION, 78 FEET NORTHWEST OF THE CENTER LINE OF A NORTHEAST AND
 DN0740'SOUTHWEST STREET, 34 FEET SOUTHWEST OF THE CENTER LINE OF A NORTHWEST
 DN0740'AND SOUTHEAST STREET, 36 FEET NORTHEAST OF THE NORTHEAST RAIL OF A
 DN0740'SIDE TRACK, 6 FEET NORTHWEST OF A TELEGRAPH POLE, 3 FEET SOUTHEAST OF
 DN0740'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST.
 DN0740
 DN0740                          STATION RECOVERY (1984)
 DN0740
 DN0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0740'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0740'TO REACH FOLLOWS.  14.3 KM (8.9 MI) SOUTHEASTERLY ALONG THE BURLINGTON
 DN0740'NORTHERN RAILROAD FROM THE STATION IN BOWIE.
 DN0740
 DN0740                          STATION RECOVERY (1996)
 DN0740
 DN0740'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0821 ***********************************************************************
 DN0821  DESIGNATION -  F 232
 DN0821  PID         -  DN0821
 DN0821  STATE/COUNTY-  TX/MONTAGUE
 DN0821  USGS QUAD   -  STONEBURG (1976)
 DN0821
 DN0821                         *CURRENT SURVEY CONTROL
 DN0821  ___________________________________________________________________
 DN0821* NAD 83(1986)-  33 43 08.     (N)    097 54 52.     (W)     SCALED    
 DN0821* NAVD 88     -       263.613  (meters)     864.87   (feet)  POSTED    
 DN0821  ___________________________________________________________________
 DN0821  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DN0821  DYNAMIC HT  -         263.330 (meters)     863.94  (feet)  COMP
 DN0821  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 DN0821
 DN0821  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DN0821
 DN0821.The horizontal coordinates were scaled from a topographic map and have
 DN0821.an estimated accuracy of +/- 6 seconds.
 DN0821
 DN0821.The orthometric height was determined by differential leveling
 DN0821.and adjusted by the National Geodetic Survey in 1992..
 DN0821.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DN0821.rate of 1.1 thru 2.0 mm/km.
 DN0821
 DN0821.The geoid height was determined by GEOID03.
 DN0821
 DN0821.The dynamic height is computed by dividing the NAVD 88
 DN0821.geopotential number by the normal gravity value computed on the
 DN0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0821.degrees latitude (g = 980.6199 gals.).
 DN0821
 DN0821.The modeled gravity was interpolated from observed gravity values.
 DN0821
 DN0821;                    North         East    Units  Estimated Accuracy
 DN0821;SPC TXNC     - 2,227,730.      654,270.      MT  (+/- 180 meters Scaled)
 DN0821
 DN0821                          SUPERSEDED SURVEY CONTROL
 DN0821
 DN0821  NGVD 29 (??/??/92)  263.511  (m)          864.54   (f) ADJ UNCH    1 2
 DN0821
 DN0821.Superseded values are not recommended for survey control.
 DN0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0821.See file dsdata.txt to determine how the superseded data were derived.
 DN0821
 DN0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC005315(NAD 83)
 DN0821_MARKER: DB = BENCH MARK DISK
 DN0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0821_STAMPING: F 232 1952
 DN0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0821+STABILITY: SURFACE MOTION
 DN0821
 DN0821  HISTORY     - Date     Condition        Report By
 DN0821  HISTORY     - 1952     MONUMENTED       CGS
 DN0821  HISTORY     - 1984     GOOD             NGS
 DN0821  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0821
 DN0821                          STATION DESCRIPTION
 DN0821
 DN0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0821'7.8 MI S FROM RINGOLD.
 DN0821'7.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0821'FROM THE STATION AT RINGOLD, AT MILEPOST 532, 72 FEET WEST OF THE
 DN0821'CENTER LINE OF U.S. HIGHWAY 81, 39.4 FEET EAST OF THE EAST RAIL, 6
 DN0821'FEET NORTH OF A TELEGRAPH POLE, 2.8 FEET SOUTH OF A WITNESS POST, SET
 DN0821'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 DN0821'GROUND.
 DN0821
 DN0821                          STATION RECOVERY (1984)
 DN0821
 DN0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0821'RECOVERED IN GOOD CONDITION.
 DN0821
 DN0821                          STATION RECOVERY (1986)
 DN0821
 DN0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0525 ***********************************************************************
 DN0525  DESIGNATION -  F 233
 DN0525  PID         -  DN0525
 DN0525  STATE/COUNTY-  TX/GRAYSON
 DN0525  USGS QUAD   -  SHERMAN (1974)
 DN0525
 DN0525                         *CURRENT SURVEY CONTROL
 DN0525  ___________________________________________________________________
 DN0525* NAD 83(1986)-  33 44 39.     (N)    096 32 32.     (W)     SCALED    
 DN0525* NAVD 88     -       225.542  (meters)     739.97   (feet)  ADJUSTED  
 DN0525  ___________________________________________________________________
 DN0525  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DN0525  DYNAMIC HT  -         225.300 (meters)     739.17  (feet)  COMP
 DN0525  MODELED GRAV-     979,557.4   (mgal)                       NAVD 88
 DN0525  OBS GRAVITY -     979,557.9   (mgal)                       GRAV_OBS
 DN0525
 DN0525  VERT ORDER  -  FIRST     CLASS II
 DN0525
 DN0525.The horizontal coordinates were scaled from a topographic map and have
 DN0525.an estimated accuracy of +/- 6 seconds.
 DN0525
 DN0525.The orthometric height was determined by differential leveling
 DN0525.and adjusted by the National Geodetic Survey in June 1991..
 DN0525
 DN0525.The geoid height was determined by GEOID03.
 DN0525
 DN0525.The dynamic height is computed by dividing the NAVD 88
 DN0525.geopotential number by the normal gravity value computed on the
 DN0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0525.degrees latitude (g = 980.6199 gals.).
 DN0525
 DN0525.The modeled gravity was interpolated from observed gravity values.
 DN0525.The observed gravity was obtained from relative gravimeter ties
 DN0525.to the IGSN71 gravity network.
 DN0525
 DN0525;                    North         East    Units  Estimated Accuracy
 DN0525;SPC TXNC     - 2,232,070.      781,390.      MT  (+/- 180 meters Scaled)
 DN0525
 DN0525                          SUPERSEDED SURVEY CONTROL
 DN0525
 DN0525  NGVD 29 (??/??/92)  225.510  (m)          739.86   (f) ADJ UNCH    1 2
 DN0525
 DN0525.Superseded values are not recommended for survey control.
 DN0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0525.See file dsdata.txt to determine how the superseded data were derived.
 DN0525
 DN0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC276365(NAD 83)
 DN0525_MARKER: DB = BENCH MARK DISK
 DN0525_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0525_SP_SET: ABUTMENT
 DN0525_STAMPING: F 233 1952
 DN0525_MARK LOGO: CGS   
 DN0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0525
 DN0525  HISTORY     - Date     Condition        Report By
 DN0525  HISTORY     - 1952     MONUMENTED       CGS
 DN0525  HISTORY     - 1986     GOOD             NGS
 DN0525
 DN0525                          STATION DESCRIPTION
 DN0525
 DN0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0525'1.0 MI S FROM DENISON.
 DN0525'1.0 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE UNION
 DN0525'STATION AT DENISON, AT MILEPOST 337, AT THE MONTEREY STREET UNDERPASS,
 DN0525'6 FEET EAST OF THE EAST RAIL, 3 FEET BELOW THE TOP OF THE RAILS, SET
 DN0525'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 DN0525'UNDERPASS.
 DN0525
 DN0525                          STATION RECOVERY (1986)
 DN0525
 DN0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0525'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DENISON,
 DN0525'AT THE INTERSECTION OF WEST MONTEREY STREET AND THE SOUTHERN PACIFIC
 DN0525'RAILROAD, IN THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 DN0525'RAILROAD OVERPASS OF THE STREET, 5.0 M (16.4 FT) SOUTH OF THE CENTER
 DN0525'OF THE STREET, 1.9 M (6.2 FT) EAST OF THE NEAR RAIL, AND 1.4 M
 DN0525'(4.6 FT) WEST OF THE EAST END OF THE ABUTMENT.
 DN0525'THE MARK IS 3.7 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0417 ***********************************************************************
 FM0417  DESIGNATION -  F 234
 FM0417  PID         -  FM0417
 FM0417  STATE/COUNTY-  TX/HARTLEY
 FM0417  USGS QUAD   -  ROMERO (1971)
 FM0417
 FM0417                         *CURRENT SURVEY CONTROL
 FM0417  ___________________________________________________________________
 FM0417* NAD 83(1986)-  35 43 39.     (N)    102 55 53.     (W)     SCALED    
 FM0417* NAVD 88     -      1256.804  (meters)    4123.36   (feet)  ADJUSTED  
 FM0417  ___________________________________________________________________
 FM0417  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 FM0417  DYNAMIC HT  -        1255.318 (meters)    4118.49  (feet)  COMP
 FM0417  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 FM0417
 FM0417  VERT ORDER  -  FIRST     CLASS II
 FM0417
 FM0417.The horizontal coordinates were scaled from a topographic map and have
 FM0417.an estimated accuracy of +/- 6 seconds.
 FM0417
 FM0417.The orthometric height was determined by differential leveling
 FM0417.and adjusted by the National Geodetic Survey in June 1991..
 FM0417
 FM0417.The geoid height was determined by GEOID03.
 FM0417
 FM0417.The dynamic height is computed by dividing the NAVD 88
 FM0417.geopotential number by the normal gravity value computed on the
 FM0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0417.degrees latitude (g = 980.6199 gals.).
 FM0417
 FM0417.The modeled gravity was interpolated from observed gravity values.
 FM0417
 FM0417;                    North         East    Units  Estimated Accuracy
 FM0417;SPC TX N     - 1,192,580.       70,510.      MT  (+/- 180 meters Scaled)
 FM0417
 FM0417                          SUPERSEDED SURVEY CONTROL
 FM0417
 FM0417  NGVD 29 (??/??/92) 1256.234  (m)         4121.49   (f) ADJ UNCH    1 2
 FM0417
 FM0417.Superseded values are not recommended for survey control.
 FM0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0417.See file dsdata.txt to determine how the superseded data were derived.
 FM0417
 FM0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV870556(NAD 83)
 FM0417_MARKER: DB = BENCH MARK DISK
 FM0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0417_STAMPING: E-234 1933
 FM0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0417+STABILITY: SURFACE MOTION
 FM0417
 FM0417  HISTORY     - Date     Condition        Report By
 FM0417  HISTORY     - 1933     MONUMENTED       CGS
 FM0417  HISTORY     - 1968     GOOD             NGS
 FM0417
 FM0417                          STATION DESCRIPTION
 FM0417
 FM0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0417'IN ROMERO.
 FM0417'ALONG THE ROCK ISLAND RAILROAD.  SET 102 FEET SOUTH EAST OF THE CENTER
 FM0417'LINE OF THE TRACKS, AT POINT OPPOSITE THE DEPOT.  3 FEET NORTH WEST OF
 FM0417'THE RIGHT-OF-WAY FENCE.
 FM0417
 FM0417                          STATION RECOVERY (1968)
 FM0417
 FM0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 FM0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0027 ***********************************************************************
 FM0027  DESIGNATION -  F 236
 FM0027  PID         -  FM0027
 FM0027  STATE/COUNTY-  TX/OLDHAM
 FM0027  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0027
 FM0027                         *CURRENT SURVEY CONTROL
 FM0027  ___________________________________________________________________
 FM0027* NAD 83(1986)-  35 34 33.     (N)    102 20 59.     (W)     SCALED    
 FM0027* NAVD 88     -      1038.244  (meters)    3406.31   (feet)  POSTED    
 FM0027  ___________________________________________________________________
 FM0027  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 FM0027  DYNAMIC HT  -        1037.040 (meters)    3402.36  (feet)  COMP
 FM0027  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 FM0027
 FM0027  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FM0027
 FM0027.The horizontal coordinates were scaled from a topographic map and have
 FM0027.an estimated accuracy of +/- 6 seconds.
 FM0027
 FM0027.The orthometric height was determined by differential leveling
 FM0027.and adjusted by the National Geodetic Survey in 1992..
 FM0027.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FM0027.rate of 1.1 thru 2.0 mm/km.
 FM0027
 FM0027.The geoid height was determined by GEOID03.
 FM0027
 FM0027.The dynamic height is computed by dividing the NAVD 88
 FM0027.geopotential number by the normal gravity value computed on the
 FM0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0027.degrees latitude (g = 980.6199 gals.).
 FM0027
 FM0027.The modeled gravity was interpolated from observed gravity values.
 FM0027
 FM0027;                    North         East    Units  Estimated Accuracy
 FM0027;SPC TX N     - 1,175,150.      122,990.      MT  (+/- 180 meters Scaled)
 FM0027
 FM0027                          SUPERSEDED SURVEY CONTROL
 FM0027
 FM0027  NGVD 29 (??/??/92) 1037.740  (m)         3404.65   (f) ADJ UNCH    1 2
 FM0027
 FM0027.Superseded values are not recommended for survey control.
 FM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0027.See file dsdata.txt to determine how the superseded data were derived.
 FM0027
 FM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV401401(NAD 83)
 FM0027_MARKER: DB = BENCH MARK DISK
 FM0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0027_SP_SET: ABUTMENT
 FM0027_STAMPING: F-236 1933
 FM0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0027
 FM0027  HISTORY     - Date     Condition        Report By
 FM0027  HISTORY     - 1933     MONUMENTED       CGS
 FM0027  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0027
 FM0027                          STATION DESCRIPTION
 FM0027
 FM0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0027'7.8 MI NW FROM TASCOSA.
 FM0027'7.8 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0027'CITY RAILROAD.  AT BRIDGE NO. 380-18, 5 POLES NORTH WEST OF MILE POLE
 FM0027'NO. 380.  SET IN NORTH EAST SIDE OF NORTH WEST CONCRETE ABUTMENT.  6
 FM0027'FEET NORTH EAST OF THE CENTERLINE OF THE TRACKS.
 FM0027
 FM0027                          STATION RECOVERY (1985)
 FM0027
 FM0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0027'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0044 ***********************************************************************
 GL0044  DESIGNATION -  F 238
 GL0044  PID         -  GL0044
 GL0044  STATE/COUNTY-  TX/SHERMAN
 GL0044  USGS QUAD   -  STRATFORD (1964)
 GL0044
 GL0044                         *CURRENT SURVEY CONTROL
 GL0044  ___________________________________________________________________
 GL0044* NAD 83(1986)-  36 20 59.     (N)    102 02 41.     (W)     SCALED    
 GL0044* NAVD 88     -      1113.050  (meters)    3651.73   (feet)  ADJUSTED  
 GL0044  ___________________________________________________________________
 GL0044  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 GL0044  DYNAMIC HT  -        1111.824 (meters)    3647.71  (feet)  COMP
 GL0044  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 GL0044
 GL0044  VERT ORDER  -  FIRST     CLASS II
 GL0044
 GL0044.The horizontal coordinates were scaled from a topographic map and have
 GL0044.an estimated accuracy of +/- 6 seconds.
 GL0044
 GL0044.The orthometric height was determined by differential leveling
 GL0044.and adjusted by the National Geodetic Survey in June 1991..
 GL0044
 GL0044.The geoid height was determined by GEOID03.
 GL0044
 GL0044.The dynamic height is computed by dividing the NAVD 88
 GL0044.geopotential number by the normal gravity value computed on the
 GL0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0044.degrees latitude (g = 980.6199 gals.).
 GL0044
 GL0044.The modeled gravity was interpolated from observed gravity values.
 GL0044
 GL0044;                    North         East    Units  Estimated Accuracy
 GL0044;SPC TX N     - 1,260,820.      151,100.      MT  (+/- 180 meters Scaled)
 GL0044
 GL0044                          SUPERSEDED SURVEY CONTROL
 GL0044
 GL0044  NGVD 29 (??/??/92) 1112.546  (m)         3650.08   (f) ADJ UNCH    1 2
 GL0044
 GL0044.Superseded values are not recommended for survey control.
 GL0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0044.See file dsdata.txt to determine how the superseded data were derived.
 GL0044
 GL0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA652267(NAD 83)
 GL0044_MARKER: DB = BENCH MARK DISK
 GL0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0044_STAMPING: F-238, 1933
 GL0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0044+STABILITY: SURFACE MOTION
 GL0044
 GL0044  HISTORY     - Date     Condition        Report By
 GL0044  HISTORY     - 1933     MONUMENTED       CGS
 GL0044  HISTORY     - 1964     MARK NOT FOUND   USGS
 GL0044
 GL0044                          STATION DESCRIPTION
 GL0044
 GL0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0044'1.7 MI NE FROM STRATFORD.
 GL0044'1.7 MILES NORTH EAST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GL0044'RAILROAD.  AT ROAD CROSSING, 18 POLES SOUTH WEST OF MILE POLE NO. 512.
 GL0044'SET IN POST, 45 FEET NORTH WEST OF THE CENTERLINE OF THE TRACKS AND 4
 GL0044'FEET SOUTH WEST OF POLE.
 GL0044
 GL0044                          STATION RECOVERY (1964)
 GL0044
 GL0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GL0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0967 ***********************************************************************
 BZ0967  DESIGNATION -  F 239
 BZ0967  PID         -  BZ0967
 BZ0967  STATE/COUNTY-  TX/BELL
 BZ0967  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ0967
 BZ0967                         *CURRENT SURVEY CONTROL
 BZ0967  ___________________________________________________________________
 BZ0967* NAD 83(1986)-  31 04 14.     (N)    097 50 02.     (W)     SCALED    
 BZ0967* NAVD 88     -       309.265  (meters)    1014.65   (feet)  ADJUSTED  
 BZ0967  ___________________________________________________________________
 BZ0967  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BZ0967  DYNAMIC HT  -         308.850 (meters)    1013.29  (feet)  COMP
 BZ0967  MODELED GRAV-     979,291.6   (mgal)                       NAVD 88
 BZ0967
 BZ0967  VERT ORDER  -  FIRST     CLASS II
 BZ0967
 BZ0967.The horizontal coordinates were scaled from a topographic map and have
 BZ0967.an estimated accuracy of +/- 6 seconds.
 BZ0967
 BZ0967.The orthometric height was determined by differential leveling
 BZ0967.and adjusted by the National Geodetic Survey in June 1991..
 BZ0967
 BZ0967.The geoid height was determined by GEOID03.
 BZ0967
 BZ0967.The dynamic height is computed by dividing the NAVD 88
 BZ0967.geopotential number by the normal gravity value computed on the
 BZ0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0967.degrees latitude (g = 980.6199 gals.).
 BZ0967
 BZ0967.The modeled gravity was interpolated from observed gravity values.
 BZ0967
 BZ0967;                    North         East    Units  Estimated Accuracy
 BZ0967;SPC TX C     - 3,158,310.      938,480.      MT  (+/- 180 meters Scaled)
 BZ0967
 BZ0967                          SUPERSEDED SURVEY CONTROL
 BZ0967
 BZ0967  NGVD 29 (??/??/92)  309.182  (m)         1014.37   (f) ADJ UNCH    1 2
 BZ0967
 BZ0967.Superseded values are not recommended for survey control.
 BZ0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0967.See file dsdata.txt to determine how the superseded data were derived.
 BZ0967
 BZ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV112380(NAD 83)
 BZ0967_MARKER: DB = BENCH MARK DISK
 BZ0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0967_STAMPING: F 239 1953
 BZ0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0967+STABILITY: SURFACE MOTION
 BZ0967
 BZ0967  HISTORY     - Date     Condition        Report By
 BZ0967  HISTORY     - 1953     MONUMENTED       CGS
 BZ0967  HISTORY     - 1958     GOOD             DOD
 BZ0967  HISTORY     - 1983     GOOD             NGS
 BZ0967
 BZ0967                          STATION DESCRIPTION
 BZ0967
 BZ0967'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 BZ0967'IN GRAY AFB.
 BZ0967'AT GRAY AFB, BELL COUNTY, 263 FEET EAST OF THE EAST CORNER OF THE
 BZ0967'OPERATIONS BUILDING AND THE CONTROL TOWER, 56.8 FEET SOUTHWEST OF THE
 BZ0967'CENTERLINE OF THE NORTH-AND-SOUTH TAXIWAY, 67 FEET SOUTHEAST OF THE
 BZ0967'CENTERLINE OF A FIRE LANE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 BZ0967'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BZ0967
 BZ0967                          STATION RECOVERY (1983)
 BZ0967
 BZ0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0475 ***********************************************************************
 BM0475  DESIGNATION -  F 240
 BM0475  PID         -  BM0475
 BM0475  STATE/COUNTY-  TX/BASTROP
 BM0475  USGS QUAD   -  ELGIN WEST (1982)
 BM0475
 BM0475                         *CURRENT SURVEY CONTROL
 BM0475  ___________________________________________________________________
 BM0475* NAD 83(1986)-  30 20 35.     (N)    097 23 26.     (W)     SCALED    
 BM0475* NAVD 88     -       165.31   (+/-2cm)     542.4    (feet)  VERTCON   
 BM0475  ___________________________________________________________________
 BM0475  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0475
 BM0475  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0475
 BM0475.The horizontal coordinates were scaled from a topographic map and have
 BM0475.an estimated accuracy of +/- 6 seconds.
 BM0475
 BM0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0475.The vertical order pertains to the NGVD 29 superseded value.
 BM0475
 BM0475.The geoid height was determined by GEOID03.
 BM0475
 BM0475;                    North         East    Units  Estimated Accuracy
 BM0475;SPC TX C     - 3,078,720.      982,910.      MT  (+/- 180 meters Scaled)
 BM0475
 BM0475                          SUPERSEDED SURVEY CONTROL
 BM0475
 BM0475  NGVD 29 (??/??/92)  165.235  (m)          542.11   (f) ADJ UNCH    1 2
 BM0475
 BM0475.Superseded values are not recommended for survey control.
 BM0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0475.See file dsdata.txt to determine how the superseded data were derived.
 BM0475
 BM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU547578(NAD 83)
 BM0475_MARKER: DB = BENCH MARK DISK
 BM0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0475_STAMPING: F 240 1953
 BM0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0475+STABILITY: SURFACE MOTION
 BM0475
 BM0475  HISTORY     - Date     Condition        Report By
 BM0475  HISTORY     - 1953     MONUMENTED       CGS
 BM0475  HISTORY     - 1990     GOOD             USPSQD
 BM0475  HISTORY     - 19910710 GOOD             USPSQD
 BM0475  HISTORY     - 19990522 GOOD             USPSQD
 BM0475  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0475
 BM0475                          STATION DESCRIPTION
 BM0475
 BM0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0475'1.4 MI W FROM ELGIN.
 BM0475'1.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0475'STATION AT ELGIN, 65 FEET NORTHEAST OF THE 3RD POLE WEST OF MILEPOST
 BM0475'89, 136 FEET EAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 28.3 FEET
 BM0475'SOUTH OF THE SOUTH RAIL, 90 FEET NORTH OF THE CENTER LINE OF A
 BM0475'GRAVELED ROAD, 3.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BM0475'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0475
 BM0475                          STATION RECOVERY (1990)
 BM0475
 BM0475'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0475'RECOVERED IN GOOD CONDITION.
 BM0475
 BM0475                          STATION RECOVERY (1991)
 BM0475
 BM0475'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0475'RECOVERED IN GOOD CONDITION.
 BM0475
 BM0475                          STATION RECOVERY (1999)
 BM0475
 BM0475'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0475'RECOVERED IN GOOD CONDITION.
 BM0475
 BM0475                          STATION RECOVERY (2004)
 BM0475
 BM0475'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0475'THE AREA WAS BLADED SMOOTH AND COVERED WITH A LAYER OF GRAVEL IN ABOUT
 BM0475'2001 AT WHICH TIME THE MONUMENT WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0296 ***********************************************************************
 GL0296  DESIGNATION -  F 241
 GL0296  PID         -  GL0296
 GL0296  STATE/COUNTY-  TX/DALLAM
 GL0296  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL0296
 GL0296                         *CURRENT SURVEY CONTROL
 GL0296  ___________________________________________________________________
 GL0296* NAD 83(1986)-  36 19 46.     (N)    102 32 14.     (W)     SCALED    
 GL0296* NAVD 88     -      1253.532  (meters)    4112.63   (feet)  ADJUSTED  
 GL0296  ___________________________________________________________________
 GL0296  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 GL0296  DYNAMIC HT  -        1252.106 (meters)    4107.95  (feet)  COMP
 GL0296  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 GL0296
 GL0296  VERT ORDER  -  FIRST     CLASS II
 GL0296
 GL0296.The horizontal coordinates were scaled from a topographic map and have
 GL0296.an estimated accuracy of +/- 6 seconds.
 GL0296
 GL0296.The orthometric height was determined by differential leveling
 GL0296.and adjusted by the National Geodetic Survey in June 1991..
 GL0296
 GL0296.The geoid height was determined by GEOID03.
 GL0296
 GL0296.The dynamic height is computed by dividing the NAVD 88
 GL0296.geopotential number by the normal gravity value computed on the
 GL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0296.degrees latitude (g = 980.6199 gals.).
 GL0296
 GL0296.The modeled gravity was interpolated from observed gravity values.
 GL0296
 GL0296;                    North         East    Units  Estimated Accuracy
 GL0296;SPC TX N     - 1,258,920.      106,870.      MT  (+/- 180 meters Scaled)
 GL0296
 GL0296                          SUPERSEDED SURVEY CONTROL
 GL0296
 GL0296.No superseded survey control is available for this station.
 GL0296
 GL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA210233(NAD 83)
 GL0296_MARKER: DB = BENCH MARK DISK
 GL0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0296_SP_SET: MONUMENT
 GL0296_STAMPING: F-241 1933
 GL0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0296
 GL0296  HISTORY     - Date     Condition        Report By
 GL0296  HISTORY     - 1933     MONUMENTED       CGS
 GL0296  HISTORY     - 1934     GOOD             NGS
 GL0296  HISTORY     - 1941     MARK NOT FOUND   LOCSUR
 GL0296
 GL0296                          STATION DESCRIPTION
 GL0296
 GL0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0296'20.3 MI N FROM DALHART.
 GL0296'20.3 MILES NORTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF STATE
 GL0296'HIGHWAY NO. 41.  32 FT. SOUTH OF THE CENTER OF AN EAST AND WEST COUNTY
 GL0296'ROAD.  70 FT. WEST OF THE CENTER OF HIGHWAY NO. 41.
 GL0296
 GL0296                          STATION RECOVERY (1941)
 GL0296
 GL0296'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 GL0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0831 ***********************************************************************
 DN0831  DESIGNATION -  F 243
 DN0831  PID         -  DN0831
 DN0831  STATE/COUNTY-  TX/MONTAGUE
 DN0831  USGS QUAD   -  RINGGOLD (1968)
 DN0831
 DN0831                         *CURRENT SURVEY CONTROL
 DN0831  ___________________________________________________________________
 DN0831* NAD 83(1986)-  33 51 17.     (N)    097 56 39.     (W)     SCALED    
 DN0831* NAVD 88     -       251.592  (meters)     825.43   (feet)  ADJUSTED  
 DN0831  ___________________________________________________________________
 DN0831  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DN0831  DYNAMIC HT  -         251.318 (meters)     824.53  (feet)  COMP
 DN0831  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 DN0831
 DN0831  VERT ORDER  -  FIRST     CLASS II
 DN0831
 DN0831.The horizontal coordinates were scaled from a topographic map and have
 DN0831.an estimated accuracy of +/- 6 seconds.
 DN0831
 DN0831.The orthometric height was determined by differential leveling
 DN0831.and adjusted by the National Geodetic Survey in June 1991..
 DN0831.WARNING-Repeat measurements at this control monument indicate possible
 DN0831.vertical movement.
 DN0831
 DN0831.The geoid height was determined by GEOID03.
 DN0831
 DN0831.The dynamic height is computed by dividing the NAVD 88
 DN0831.geopotential number by the normal gravity value computed on the
 DN0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0831.degrees latitude (g = 980.6199 gals.).
 DN0831
 DN0831.The modeled gravity was interpolated from observed gravity values.
 DN0831
 DN0831;                    North         East    Units  Estimated Accuracy
 DN0831;SPC TXNC     - 2,242,780.      651,440.      MT  (+/- 180 meters Scaled)
 DN0831
 DN0831                          SUPERSEDED SURVEY CONTROL
 DN0831
 DN0831  NGVD 29 (??/??/92)  251.520  (m)          825.20   (f) ADJ UNCH    1 2
 DN0831
 DN0831.Superseded values are not recommended for survey control.
 DN0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0831.See file dsdata.txt to determine how the superseded data were derived.
 DN0831
 DN0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC976465(NAD 83)
 DN0831_MARKER: DB = BENCH MARK DISK
 DN0831_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0831_SP_SET: BRIDGE ABUTMENT
 DN0831_STAMPING: F 243 1934 825.195
 DN0831_MARK LOGO: CGS   
 DN0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0831
 DN0831  HISTORY     - Date     Condition        Report By
 DN0831  HISTORY     - 1934     MONUMENTED       CGS
 DN0831  HISTORY     - 1952     GOOD             NGS
 DN0831  HISTORY     - 1986     GOOD             NGS
 DN0831  HISTORY     - 19961116 GOOD             USPSQD
 DN0831
 DN0831                          STATION DESCRIPTION
 DN0831
 DN0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0831'2.1 MI N FROM RINGOLD.
 DN0831'2.1 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0831'FROM THE STATION AT RINGOLD, 6 POLES SOUTHEAST OF MILEPOST 522, 7 FEET
 DN0831'SOUTHEAST OF THE THE SOUTHEAST RAIL, 2.5 FEET BELOW THE TOP OF THE
 DN0831'RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT
 DN0831'OF BRIDGE 522.2 OVER BEAVER CREEK.
 DN0831
 DN0831                          STATION RECOVERY (1986)
 DN0831
 DN0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0831'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  34.2 KM
 DN0831'(21.25 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0831'HIGHWAY 287 IN BOWIE, IN THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 DN0831'OF THE OKLAHOMA KANSAS TEXAS RAILROAD BRIDGE NUMBER 522.2 SPANNING
 DN0831'BEAVER CREEK, 100.0 M (328.1 FT) WEST OF THE CENTERLINE OF THE
 DN0831'HIGHWAY, AND 2.1 M (6.9 FT) EAST OF THE NEAR RAIL.
 DN0831'THE MARK IS 0.8 M BELOW THE TRACKS.
 DN0831
 DN0831                          STATION RECOVERY (1996)
 DN0831
 DN0831'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0482 ***********************************************************************
 DN0482  DESIGNATION -  F 246
 DN0482  PID         -  DN0482
 DN0482  STATE/COUNTY-  TX/GRAYSON
 DN0482  USGS QUAD   -  POTTSBORO (1982)
 DN0482
 DN0482                         *CURRENT SURVEY CONTROL
 DN0482  ___________________________________________________________________
 DN0482* NAD 83(1986)-  33 45 30.     (N)    096 40 09.     (W)     SCALED    
 DN0482* NAVD 88     -       232.881  (meters)     764.04   (feet)  ADJUSTED  
 DN0482  ___________________________________________________________________
 DN0482  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DN0482  DYNAMIC HT  -         232.630 (meters)     763.22  (feet)  COMP
 DN0482  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 DN0482
 DN0482  VERT ORDER  -  SECOND    CLASS 0
 DN0482
 DN0482.The horizontal coordinates were scaled from a topographic map and have
 DN0482.an estimated accuracy of +/- 6 seconds.
 DN0482
 DN0482.The orthometric height was determined by differential leveling
 DN0482.and adjusted by the National Geodetic Survey in June 1991..
 DN0482
 DN0482.The geoid height was determined by GEOID03.
 DN0482
 DN0482.The dynamic height is computed by dividing the NAVD 88
 DN0482.geopotential number by the normal gravity value computed on the
 DN0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0482.degrees latitude (g = 980.6199 gals.).
 DN0482
 DN0482.The modeled gravity was interpolated from observed gravity values.
 DN0482
 DN0482;                    North         East    Units  Estimated Accuracy
 DN0482;SPC TXNC     - 2,233,430.      769,600.      MT  (+/- 180 meters Scaled)
 DN0482
 DN0482                          SUPERSEDED SURVEY CONTROL
 DN0482
 DN0482  NGVD 29 (??/??/92)  232.84   (m)          763.9    (f) COMPUTED    2 0
 DN0482
 DN0482.Superseded values are not recommended for survey control.
 DN0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0482.See file dsdata.txt to determine how the superseded data were derived.
 DN0482
 DN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC158378(NAD 83)
 DN0482_MARKER: DB = BENCH MARK DISK
 DN0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0482_STAMPING: F 246 1934
 DN0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0482+STABILITY: SURFACE MOTION
 DN0482
 DN0482  HISTORY     - Date     Condition        Report By
 DN0482  HISTORY     - 1934     MONUMENTED       CGS
 DN0482  HISTORY     - 1978     MARK NOT FOUND   USGS
 DN0482  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0482
 DN0482                          STATION DESCRIPTION
 DN0482
 DN0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0482'IN POTTSBORO.
 DN0482'AT POTTSBORO, GRAYSON COUNTY, 300 FEET WEST OF THE STATION OF THE
 DN0482'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, 75 FEET SOUTH-SOUTHEAST AND
 DN0482'1.25 FEET OF THE CENTERLINE OF THE ROAD AND MAIN RAILROAD TRACK, 30
 DN0482'FEET EAST AND 0.05 FEET OF THE CENTERLINE OF THE INTERSECTION OF A
 DN0482'NORTH-SOUTH ROAD AND ROAD EAST, 95 FEET NORTH-NORTHEAST AND 0.95 FEET
 DN0482'OF THE SOUTHWEST CORNER OF A LONG BUILDING, 250 FEET WEST AND 4.25
 DN0482'FEET OF A 16-INCH TREE AND 5 FEET NORTH AND 0.02 FEET OF A POWERPOLE.
 DN0482'A STANDARD DISK, STAMPED F 246 1934 AND SET IN THE TOP OF A CONCRETE
 DN0482'POST PROJECTING 0.75 FEET.
 DN0482
 DN0482                          STATION RECOVERY (1978)
 DN0482
 DN0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DN0482'MARK NOT FOUND.
 DN0482
 DN0482                          STATION RECOVERY (1995)
 DN0482
 DN0482'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0637 ***********************************************************************
 DN0637  DESIGNATION -  F 247
 DN0637  PID         -  DN0637
 DN0637  STATE/COUNTY-  TX/DENTON
 DN0637  USGS QUAD   -  PONDER (1968)
 DN0637
 DN0637                         *CURRENT SURVEY CONTROL
 DN0637  ___________________________________________________________________
 DN0637* NAD 83(1986)-  33 13 57.     (N)    097 15 02.     (W)     SCALED    
 DN0637* NAVD 88     -       215.759  (meters)     707.87   (feet)  ADJUSTED  
 DN0637  ___________________________________________________________________
 DN0637  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DN0637  DYNAMIC HT  -         215.515 (meters)     707.07  (feet)  COMP
 DN0637  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 DN0637
 DN0637  VERT ORDER  -  SECOND    CLASS 0
 DN0637
 DN0637.The horizontal coordinates were scaled from a topographic map and have
 DN0637.an estimated accuracy of +/- 6 seconds.
 DN0637
 DN0637.The orthometric height was determined by differential leveling
 DN0637.and adjusted by the National Geodetic Survey in June 1991..
 DN0637.WARNING-Repeat measurements at this control monument indicate possible
 DN0637.vertical movement.
 DN0637
 DN0637.The geoid height was determined by GEOID03.
 DN0637
 DN0637.The dynamic height is computed by dividing the NAVD 88
 DN0637.geopotential number by the normal gravity value computed on the
 DN0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0637.degrees latitude (g = 980.6199 gals.).
 DN0637
 DN0637.The modeled gravity was interpolated from observed gravity values.
 DN0637
 DN0637;                    North         East    Units  Estimated Accuracy
 DN0637;SPC TXNC     - 2,174,330.      716,440.      MT  (+/- 180 meters Scaled)
 DN0637
 DN0637                          SUPERSEDED SURVEY CONTROL
 DN0637
 DN0637  NGVD 29 (??/??/92)  215.729  (m)          707.77   (f) ADJ UNCH    2 0
 DN0637
 DN0637.Superseded values are not recommended for survey control.
 DN0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0637.See file dsdata.txt to determine how the superseded data were derived.
 DN0637
 DN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB630784(NAD 83)
 DN0637_MARKER: DB = BENCH MARK DISK
 DN0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0637_STAMPING: F 247 1934
 DN0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0637+STABILITY: SURFACE MOTION
 DN0637
 DN0637  HISTORY     - Date     Condition        Report By
 DN0637  HISTORY     - 1934     MONUMENTED       CGS
 DN0637  HISTORY     - 1960     GOOD             NGS
 DN0637  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0637  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 DN0637  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0637
 DN0637                          STATION DESCRIPTION
 DN0637
 DN0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0637'2.4 MI S FROM KRUM.
 DN0637'ABOUT 2.4 MILES SOUTH ALONG THE G.C. AND S.F. R.R. AND F.M. ROAD NO.
 DN0637'156 FROM THE MAIN STREET INTERSECTION IN KRUM, 0.9 MILE SOUTH OF THE
 DN0637'OVERPASS AT THE INTERSECTION OF F.M. ROAD 156 AND STATE HIGHWAY NO.
 DN0637'24, 50 FEET WEST OF THE CENTERLINE OF THE TRACKS AND 40 FEET EAST OF
 DN0637'THE CENTERLINE OF F.M. NO. 156.  IT IS 6 FEET SOUTHWEST OF A TELEGRAPH
 DN0637'POLE, 1 FOOT NORTH OF A 4 X 4 AND ACROSS THE HIGHWAY FROM A ROAD
 DN0637'MATERIALS STOCK PILE AND OPPOSITE THE SIGN PROPERTY OF THE HIGHWAY
 DN0637'DEPT.  A STANDARD DISK STAMPED F 247 1934 IN A CONCRETE POST WHICH
 DN0637'PROJECTS ABOUT 1 FOOT AND LEANS SLIGHTLY.
 DN0637
 DN0637                          STATION RECOVERY (1995)
 DN0637
 DN0637'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0637'MARK NOT FOUND.
 DN0637
 DN0637                          STATION RECOVERY (1998)
 DN0637
 DN0637'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0637'MARK NOT FOUND.
 DN0637
 DN0637                          STATION RECOVERY (2005)
 DN0637
 DN0637'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1284 ***********************************************************************
 FL1284  DESIGNATION -  F 248
 FL1284  PID         -  FL1284
 FL1284  STATE/COUNTY-  TX/POTTER
 FL1284  USGS QUAD   -  AMARILLO WEST (1973)
 FL1284
 FL1284                         *CURRENT SURVEY CONTROL
 FL1284  ___________________________________________________________________
 FL1284* NAD 83(1986)-  35 11 23.     (N)    101 58 33.     (W)     SCALED    
 FL1284* NAVD 88     -      1147.253  (meters)    3763.95   (feet)  ADJUSTED  
 FL1284  ___________________________________________________________________
 FL1284  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 FL1284  DYNAMIC HT  -        1145.875 (meters)    3759.42  (feet)  COMP
 FL1284  MODELED GRAV-     979,393.7   (mgal)                       NAVD 88
 FL1284
 FL1284  VERT ORDER  -  SECOND    CLASS 0
 FL1284
 FL1284.The horizontal coordinates were scaled from a topographic map and have
 FL1284.an estimated accuracy of +/- 6 seconds.
 FL1284
 FL1284.The orthometric height was determined by differential leveling
 FL1284.and adjusted by the National Geodetic Survey in June 1991..
 FL1284
 FL1284.The geoid height was determined by GEOID03.
 FL1284
 FL1284.The dynamic height is computed by dividing the NAVD 88
 FL1284.geopotential number by the normal gravity value computed on the
 FL1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1284.degrees latitude (g = 980.6199 gals.).
 FL1284
 FL1284.The modeled gravity was interpolated from observed gravity values.
 FL1284
 FL1284;                    North         East    Units  Estimated Accuracy
 FL1284;SPC TX N     - 1,132,090.      156,670.      MT  (+/- 180 meters Scaled)
 FL1284
 FL1284                          SUPERSEDED SURVEY CONTROL
 FL1284
 FL1284  NGVD 29 (??/??/92) 1146.722  (m)         3762.20   (f) ADJ UNCH    2 0
 FL1284
 FL1284.Superseded values are not recommended for survey control.
 FL1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1284.See file dsdata.txt to determine how the superseded data were derived.
 FL1284
 FL1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD290981(NAD 83)
 FL1284_MARKER: DB = BENCH MARK DISK
 FL1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1284_STAMPING: F 248 1934
 FL1284_MARK LOGO: CGS   
 FL1284_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1284+STABILITY: SURFACE MOTION
 FL1284
 FL1284  HISTORY     - Date     Condition        Report By
 FL1284  HISTORY     - 1934     MONUMENTED       CGS
 FL1284  HISTORY     - 19930624 GOOD             GWMSI
 FL1284
 FL1284                          STATION DESCRIPTION
 FL1284
 FL1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1284'8.5 MI W FROM AMARILLO.
 FL1284'8.5 MILES WEST OF CITY HALL AT AMARILLO 90 FEET NORTHEAST OF MILE POST
 FL1284'769.  51 FEET NORTH OF CENTERLINE OF ROCK ISLAND RAILROAD.  0.1 MILE
 FL1284'WEST OF ROAD CROSSING 3 FEET SOUTH OF FENCE LINE.  4 FEET ABOVE LEVEL
 FL1284'OF RAILS.
 FL1284
 FL1284                          STATION RECOVERY (1993)
 FL1284
 FL1284'RECOVERY NOTE BY GEORGE W MUERY AND SON INCORPORATED 1993 (FB)
 FL1284'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2788 ***********************************************************************
 AW2788  DESIGNATION -  F 25
 AW2788  PID         -  AW2788
 AW2788  STATE/COUNTY-  TX/CHAMBERS
 AW2788  USGS QUAD   -  ANAHUAC (1993)
 AW2788
 AW2788                         *CURRENT SURVEY CONTROL
 AW2788  ___________________________________________________________________
 AW2788* NAD 83(1986)-  29 47 13.     (N)    094 38 26.     (W)     SCALED    
 AW2788* NAVD 88     -         6.79   (+/-2cm)      22.3    (feet)  VERTCON   
 AW2788  ___________________________________________________________________
 AW2788  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2788
 AW2788  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2788
 AW2788.The horizontal coordinates were scaled from a topographic map and have
 AW2788.an estimated accuracy of +/- 6 seconds.
 AW2788
 AW2788.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2788.The vertical order pertains to the NGVD 29 superseded value.
 AW2788
 AW2788.The geoid height was determined by GEOID03.
 AW2788
 AW2788;                    North         East    Units  Estimated Accuracy
 AW2788;SPC TXSC     - 4,224,370.    1,021,380.      MT  (+/- 180 meters Scaled)
 AW2788
 AW2788                          SUPERSEDED SURVEY CONTROL
 AW2788
 AW2788  NGVD 29 (??/??/92)    6.80   (m)           22.3    (f) COMPUTED    1 2
 AW2788
 AW2788.Superseded values are not recommended for survey control.
 AW2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2788.See file dsdata.txt to determine how the superseded data were derived.
 AW2788
 AW2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN414963(NAD 83)
 AW2788_MARKER: DB = BENCH MARK DISK
 AW2788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2788_SP_SET: CULVERT
 AW2788_STAMPING: 22.517 F-25
 AW2788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2788
 AW2788  HISTORY     - Date     Condition        Report By
 AW2788  HISTORY     - UNK      MONUMENTED       TXRD
 AW2788  HISTORY     - 1936     GOOD             NGS
 AW2788  HISTORY     - 1937     GOOD             NGS
 AW2788  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 AW2788  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2788
 AW2788                          STATION DESCRIPTION
 AW2788
 AW2788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW2788'3.1 MI NE FROM ANAHUAC.
 AW2788'3.1 MILES NORTHEAST OF COURT HOUSE ALONG HIGHWAY BETWEEN STOWELL AND
 AW2788'ANAHUAC, ABOUT 3500 FEET SOUTH OF TIMBER, ABOUT 195 FEET EAST OF THE
 AW2788'INTERSECTION OF STATE HIGHWAY NO. 61 AND ROAD TO STOWELL, ABOUT 150
 AW2788'FEET SOUTH OF RICE CANAL, IN THE TOP OF THE EAST END OF NORTH HEADWALL
 AW2788'OF CONCRETE CULVERT.  THIS IS A TEXAS RECLAMATION DEPARTMENT BENCH
 AW2788'MARK AND MARKED BY A STANDARD BRONZE TABLET OF THAT ORGANIZATION.
 AW2788
 AW2788                          STATION RECOVERY (1937)
 AW2788
 AW2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 AW2788'RECOVERED IN GOOD CONDITION.
 AW2788
 AW2788                          STATION RECOVERY (1996)
 AW2788
 AW2788'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2788'MARK NOT FOUND.
 AW2788
 AW2788                          STATION RECOVERY (2001)
 AW2788
 AW2788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2788'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0769 ***********************************************************************
 CS0769  DESIGNATION -  F 25
 CS0769  PID         -  CS0769
 CS0769  STATE/COUNTY-  TX/ELLIS
 CS0769  USGS QUAD   -  ENNIS WEST (1978)
 CS0769
 CS0769                         *CURRENT SURVEY CONTROL
 CS0769  ___________________________________________________________________
 CS0769* NAD 83(1986)-  32 19 36.     (N)    096 37 37.     (W)     SCALED    
 CS0769* NAVD 88     -       160.767  (meters)     527.45   (feet)  ADJUSTED  
 CS0769  ___________________________________________________________________
 CS0769  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CS0769  DYNAMIC HT  -         160.580 (meters)     526.84  (feet)  COMP
 CS0769  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 CS0769
 CS0769  VERT ORDER  -  SECOND    CLASS 0
 CS0769
 CS0769.The horizontal coordinates were scaled from a topographic map and have
 CS0769.an estimated accuracy of +/- 6 seconds.
 CS0769
 CS0769.The orthometric height was determined by differential leveling
 CS0769.and adjusted by the National Geodetic Survey in June 1991..
 CS0769.WARNING-Repeat measurements at this control monument indicate possible
 CS0769.vertical movement.
 CS0769
 CS0769.The geoid height was determined by GEOID03.
 CS0769
 CS0769.The dynamic height is computed by dividing the NAVD 88
 CS0769.geopotential number by the normal gravity value computed on the
 CS0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0769.degrees latitude (g = 980.6199 gals.).
 CS0769
 CS0769.The modeled gravity was interpolated from observed gravity values.
 CS0769
 CS0769;                    North         East    Units  Estimated Accuracy
 CS0769;SPC TXNC     - 2,074,760.      776,340.      MT  (+/- 180 meters Scaled)
 CS0769
 CS0769                          SUPERSEDED SURVEY CONTROL
 CS0769
 CS0769  NGVD 29 (??/??/92)  160.763  (m)          527.44   (f) ADJ UNCH    2 0
 CS0769
 CS0769.Superseded values are not recommended for survey control.
 CS0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0769.See file dsdata.txt to determine how the superseded data were derived.
 CS0769
 CS0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA233791(NAD 83)
 CS0769_MARKER: DD = SURVEY DISK
 CS0769_SETTING: 0 = UNSPECIFIED SETTING
 CS0769_STAMPING: F 25 527.003
 CS0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0769
 CS0769  HISTORY     - Date     Condition        Report By
 CS0769  HISTORY     - UNK      MONUMENTED       TXRD
 CS0769  HISTORY     - 1946     GOOD             NGS
 CS0769
 CS0769                          STATION DESCRIPTION
 CS0769
 CS0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0769'IN ENNIS.
 CS0769'BENCH MARK IS 0.75 FOOT WEST OF THE WEST COLUMN OF THE ENTRANCE TO THE
 CS0769'CITY HALL AND IS 0.5 FOOT SOUTH OF THE CURB ALONG THE FLOWER BED WHICH
 CS0769'ADJOINS THE BUILDING.  BENCH MARK IS FLUSH WITH THE SURFACE OF THE
 CS0769'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0353 ***********************************************************************
 BP0353  DESIGNATION -  F 25
 BP0353  PID         -  BP0353
 BP0353  STATE/COUNTY-  TX/BREWSTER
 BP0353  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0353
 BP0353                         *CURRENT SURVEY CONTROL
 BP0353  ___________________________________________________________________
 BP0353* NAD 83(1986)-  30 20 42.     (N)    103 44 17.     (W)     SCALED    
 BP0353* NAVD 88     -      1438.459  (meters)    4719.34   (feet)  POSTED    
 BP0353  ___________________________________________________________________
 BP0353  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 BP0353  DYNAMIC HT  -        1436.100 (meters)    4711.60  (feet)  COMP
 BP0353  MODELED GRAV-     978,949.6   (mgal)                       NAVD 88
 BP0353
 BP0353  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BP0353
 BP0353.The horizontal coordinates were scaled from a topographic map and have
 BP0353.an estimated accuracy of +/- 6 seconds.
 BP0353
 BP0353.The orthometric height was determined by differential leveling
 BP0353.and adjusted by the National Geodetic Survey in 1992..
 BP0353.No vertical observational check was made to the station.
 BP0353.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BP0353.was located on a no-check spur therefore a value was not computed.
 BP0353
 BP0353.The geoid height was determined by GEOID03.
 BP0353
 BP0353.The dynamic height is computed by dividing the NAVD 88
 BP0353.geopotential number by the normal gravity value computed on the
 BP0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0353.degrees latitude (g = 980.6199 gals.).
 BP0353
 BP0353.The modeled gravity was interpolated from observed gravity values.
 BP0353
 BP0353;                    North         East    Units  Estimated Accuracy
 BP0353;SPC TXSC     - 4,287,600.      144,550.      MT  (+/- 180 meters Scaled)
 BP0353
 BP0353                          SUPERSEDED SURVEY CONTROL
 BP0353
 BP0353.No superseded survey control is available for this station.
 BP0353
 BP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP212576(NAD 83)
 BP0353_MARKER: DB = BENCH MARK DISK
 BP0353_SETTING: 66 = SET IN ROCK OUTCROP
 BP0353_SP_SET: ROCK OUTCROP
 BP0353_STAMPING: F 25 1917
 BP0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0353+STABILITY: POSITION/ELEVATION WELL
 BP0353
 BP0353  HISTORY     - Date     Condition        Report By
 BP0353  HISTORY     - 1917     MONUMENTED       CGS
 BP0353  HISTORY     - 1957     MARK NOT FOUND   NGS
 BP0353  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0353
 BP0353                          STATION DESCRIPTION
 BP0353
 BP0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0353'0.4 MI E FROM TORONTO.
 BP0353'ABOUT 0.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0353'TORONTO, BREWSTER COUNTY, AT MILEPOST 612, 16 FEET SOUTH OF THE TRACK,
 BP0353'AND IN A ROCK OUTCROP.  A STANDARD DISK, STAMPED F 25 1917.
 BP0353
 BP0353                          STATION RECOVERY (1966)
 BP0353
 BP0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0049 ***********************************************************************
 BY0049  DESIGNATION -  F 250
 BY0049  PID         -  BY0049
 BY0049  STATE/COUNTY-  TX/SHELBY
 BY0049  USGS QUAD   -  TENAHA WEST (1984)
 BY0049
 BY0049                         *CURRENT SURVEY CONTROL
 BY0049  ___________________________________________________________________
 BY0049* NAD 83(1986)-  31 54 45.     (N)    094 21 58.     (W)     SCALED    
 BY0049* NAVD 88     -       110.935  (meters)     363.96   (feet)  ADJUSTED  
 BY0049  ___________________________________________________________________
 BY0049  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BY0049  DYNAMIC HT  -         110.801 (meters)     363.52  (feet)  COMP
 BY0049  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 BY0049
 BY0049  VERT ORDER  -  FIRST     CLASS II
 BY0049
 BY0049.The horizontal coordinates were scaled from a topographic map and have
 BY0049.an estimated accuracy of +/- 6 seconds.
 BY0049
 BY0049.The orthometric height was determined by differential leveling
 BY0049.and adjusted by the National Geodetic Survey in June 1991..
 BY0049
 BY0049.The geoid height was determined by GEOID03.
 BY0049
 BY0049.The dynamic height is computed by dividing the NAVD 88
 BY0049.geopotential number by the normal gravity value computed on the
 BY0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0049.degrees latitude (g = 980.6199 gals.).
 BY0049
 BY0049.The modeled gravity was interpolated from observed gravity values.
 BY0049
 BY0049;                    North         East    Units  Estimated Accuracy
 BY0049;SPC TX C     - 3,264,110.    1,264,130.      MT  (+/- 180 meters Scaled)
 BY0049
 BY0049                          SUPERSEDED SURVEY CONTROL
 BY0049
 BY0049  NGVD 29 (??/??/92)  110.949  (m)          364.01   (f) ADJ UNCH    1 2
 BY0049
 BY0049.Superseded values are not recommended for survey control.
 BY0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0049.See file dsdata.txt to determine how the superseded data were derived.
 BY0049
 BY0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR708315(NAD 83)
 BY0049_MARKER: DB = BENCH MARK DISK
 BY0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0049_STAMPING: F 250 1952
 BY0049_PROJECTION: PROJECTING 5 CENTIMETERS
 BY0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0049+STABILITY: SURFACE MOTION
 BY0049
 BY0049  HISTORY     - Date     Condition        Report By
 BY0049  HISTORY     - 1952     MONUMENTED       CGS
 BY0049  HISTORY     - 1979     GOOD             NGS
 BY0049
 BY0049                          STATION DESCRIPTION
 BY0049
 BY0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0049'1.85 MI NE FROM TIMPSON.
 BY0049'1.85 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0049'STATION AT TIMPSON, 153 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 BY0049'84, 72 FEET SOUTHWEST OF THE CENTER OF A STEEL GATE, 60 FEET NORTHWEST
 BY0049'OF THE CENTER OF A PRIVATE ROAD CROSSING, 44 FEET SOUTH OF A FENCE,
 BY0049'27.7 FEET NORTH OF THE NORTH RAIL, 7 FEET EAST OF A TELEPHONE POLE, 3
 BY0049'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0049'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0049
 BY0049                          STATION RECOVERY (1979)
 BY0049
 BY0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0049'1.95 MILES NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 BY0049'HIGHWAY 87 IN TIMPSON, 151 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY,
 BY0049'72.0 FT. SOUTHWEST OF THE CENTER OF A METAL GATE, 60.0 FT. NORTHWEST
 BY0049'OF THE CENTER OF A PRIVATE ROAD WHICH CROSSES THE SOUTHERN PACIFIC
 BY0049'RAILROAD, 44.0 FT. SOUTH OF A FENCE, 28.5 FT. NORTH OF THE NORTH RAIL
 BY0049'OF THE RAILROAD.
 BY0049'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BY0049'THE MARK IS 2 FT BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1084 ***********************************************************************
 BY1084  DESIGNATION -  F 251
 BY1084  PID         -  BY1084
 BY1084  STATE/COUNTY-  TX/NACOGDOCHES
 BY1084  USGS QUAD   -  TRAWICK (1984)
 BY1084
 BY1084                         *CURRENT SURVEY CONTROL
 BY1084  ___________________________________________________________________
 BY1084* NAD 83(1986)-  31 45 17.     (N)    094 42 19.     (W)     SCALED    
 BY1084* NAVD 88     -       127.161  (meters)     417.19   (feet)  ADJUSTED  
 BY1084  ___________________________________________________________________
 BY1084  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY1084  DYNAMIC HT  -         127.006 (meters)     416.69  (feet)  COMP
 BY1084  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 BY1084
 BY1084  VERT ORDER  -  FIRST     CLASS II
 BY1084
 BY1084.The horizontal coordinates were scaled from a topographic map and have
 BY1084.an estimated accuracy of +/- 6 seconds.
 BY1084
 BY1084.The orthometric height was determined by differential leveling
 BY1084.and adjusted by the National Geodetic Survey in June 1991..
 BY1084
 BY1084.The geoid height was determined by GEOID03.
 BY1084
 BY1084.The dynamic height is computed by dividing the NAVD 88
 BY1084.geopotential number by the normal gravity value computed on the
 BY1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1084.degrees latitude (g = 980.6199 gals.).
 BY1084
 BY1084.The modeled gravity was interpolated from observed gravity values.
 BY1084
 BY1084;                    North         East    Units  Estimated Accuracy
 BY1084;SPC TX C     - 3,244,970.    1,232,980.      MT  (+/- 180 meters Scaled)
 BY1084
 BY1084                          SUPERSEDED SURVEY CONTROL
 BY1084
 BY1084  NGVD 29 (??/??/92)  127.196  (m)          417.31   (f) ADJ UNCH    1 2
 BY1084
 BY1084.Superseded values are not recommended for survey control.
 BY1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1084.See file dsdata.txt to determine how the superseded data were derived.
 BY1084
 BY1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR384145(NAD 83)
 BY1084_MARKER: DB = BENCH MARK DISK
 BY1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1084_STAMPING: F 251 1952
 BY1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1084+STABILITY: SURFACE MOTION
 BY1084
 BY1084  HISTORY     - Date     Condition        Report By
 BY1084  HISTORY     - 1952     MONUMENTED       CGS
 BY1084  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1084
 BY1084                          STATION DESCRIPTION
 BY1084
 BY1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1084'9.2 MI SE FROM CUSHING.
 BY1084'9.2 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1084'STATION AT CUSHING, AT A ROAD CROSSING, 5 POLES SOUTHEAST OF MILEPOST
 BY1084'163, 97 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 53 FEET SOUTHEAST OF THE
 BY1084'CENTER LINE OF THE ROAD, 35 FEET NORTHWEST OF AN 18 INCH OAK TREE, 25
 BY1084'FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE, 1.8
 BY1084'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY1084'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY1084
 BY1084                          STATION RECOVERY (1998)
 BY1084
 BY1084'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0364 ***********************************************************************
 CR0364  DESIGNATION -  F 252
 CR0364  PID         -  CR0364
 CR0364  STATE/COUNTY-  TX/RUSK
 CR0364  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0364
 CR0364                         *CURRENT SURVEY CONTROL
 CR0364  ___________________________________________________________________
 CR0364* NAD 83(1986)-  32 00 12.     (N)    095 16 50.     (W)     SCALED    
 CR0364* NAVD 88     -       212.464  (meters)     697.06   (feet)  ADJUSTED  
 CR0364  ___________________________________________________________________
 CR0364  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR0364  DYNAMIC HT  -         212.208 (meters)     696.22  (feet)  COMP
 CR0364  MODELED GRAV-     979,430.0   (mgal)                       NAVD 88
 CR0364
 CR0364  VERT ORDER  -  FIRST     CLASS II
 CR0364
 CR0364.The horizontal coordinates were scaled from a topographic map and have
 CR0364.an estimated accuracy of +/- 6 seconds.
 CR0364
 CR0364.The orthometric height was determined by differential leveling
 CR0364.and adjusted by the National Geodetic Survey in June 1991..
 CR0364
 CR0364.The geoid height was determined by GEOID03.
 CR0364
 CR0364.The dynamic height is computed by dividing the NAVD 88
 CR0364.geopotential number by the normal gravity value computed on the
 CR0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0364.degrees latitude (g = 980.6199 gals.).
 CR0364
 CR0364.The modeled gravity was interpolated from observed gravity values.
 CR0364
 CR0364;                    North         East    Units  Estimated Accuracy
 CR0364;SPC TXNC     - 2,042,000.      904,170.      MT  (+/- 180 meters Scaled)
 CR0364
 CR0364                          SUPERSEDED SURVEY CONTROL
 CR0364
 CR0364  NGVD 29 (??/??/92)  212.485  (m)          697.13   (f) ADJ UNCH    1 2
 CR0364
 CR0364.Superseded values are not recommended for survey control.
 CR0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0364.See file dsdata.txt to determine how the superseded data were derived.
 CR0364
 CR0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR845430(NAD 83)
 CR0364_MARKER: DB = BENCH MARK DISK
 CR0364_SETTING: 0 = UNSPECIFIED SETTING
 CR0364_STAMPING: F 252 1952
 CR0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0364
 CR0364  HISTORY     - Date     Condition        Report By
 CR0364  HISTORY     - 1952     MONUMENTED       CGS
 CR0364  HISTORY     - 1974     GOOD             USGS
 CR0364  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0364
 CR0364                          STATION DESCRIPTION
 CR0364
 CR0364'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CR0364'3.5 MI N FROM JACKSONVILLE.
 CR0364'FROM THE POST OFFICE IN JACKSONVILLE, TEXAS GO NORTH ALONG U.S. HWY
 CR0364'NO. 175 0.2 MILE, TURN LEFT FOLLOWING US 175 0.15 MILE, NORTH ON US
 CR0364'175 0.7 MILE, (AT THIS POINT US 175 TURNS LEFT) GO NORTH ON SPUR 386
 CR0364'2.0 MILES TO A ROAD LEFT INTO NICHOLS-KUSAN PLANT.  AT ABOUT 200 FEET
 CR0364'THE ROAD TO NICHOLS-KUSAN TURNS RIGHT.  AT THIS POINT A DIM TRACK ROAD
 CR0364'HEADS NORTHWEST THRU THE WOODS, FOLLOW TRACK ROAD ABOUT 0.1 MILE TO
 CR0364'THE SOUTHEAST OLD METAL HANGER.  B.M. IS 2.0 FEET NORTH OF SE CORNER
 CR0364'OF OLD HANGER.
 CR0364
 CR0364                          STATION RECOVERY (2004)
 CR0364
 CR0364'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0781 ***********************************************************************
 FL0781  DESIGNATION -  F 253
 FL0781  PID         -  FL0781
 FL0781  STATE/COUNTY-  TX/HUTCHINSON
 FL0781  USGS QUAD   -  PRINGLE (1978)
 FL0781
 FL0781                         *CURRENT SURVEY CONTROL
 FL0781  ___________________________________________________________________
 FL0781* NAD 83(1986)-  35 57 00.     (N)    101 27 18.     (W)     SCALED    
 FL0781* NAVD 88     -      1010.162  (meters)    3314.17   (feet)  ADJUSTED  
 FL0781  ___________________________________________________________________
 FL0781  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 FL0781  DYNAMIC HT  -        1009.032 (meters)    3310.47  (feet)  COMP
 FL0781  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 FL0781
 FL0781  VERT ORDER  -  SECOND    CLASS 0
 FL0781
 FL0781.The horizontal coordinates were scaled from a topographic map and have
 FL0781.an estimated accuracy of +/- 6 seconds.
 FL0781
 FL0781.The orthometric height was determined by differential leveling
 FL0781.and adjusted by the National Geodetic Survey in June 1991..
 FL0781
 FL0781.The geoid height was determined by GEOID03.
 FL0781
 FL0781.The dynamic height is computed by dividing the NAVD 88
 FL0781.geopotential number by the normal gravity value computed on the
 FL0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0781.degrees latitude (g = 980.6199 gals.).
 FL0781
 FL0781.The modeled gravity was interpolated from observed gravity values.
 FL0781
 FL0781;                    North         East    Units  Estimated Accuracy
 FL0781;SPC TX N     - 1,216,330.      204,060.      MT  (+/- 180 meters Scaled)
 FL0781
 FL0781                          SUPERSEDED SURVEY CONTROL
 FL0781
 FL0781  NGVD 29 (??/??/92) 1009.692  (m)         3312.63   (f) ADJ UNCH    2 0
 FL0781
 FL0781.Superseded values are not recommended for survey control.
 FL0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0781.See file dsdata.txt to determine how the superseded data were derived.
 FL0781
 FL0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE785811(NAD 83)
 FL0781_MARKER: DB = BENCH MARK DISK
 FL0781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0781_SP_SET: FOUNDATION
 FL0781_STAMPING: F 253 1934
 FL0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0781
 FL0781  HISTORY     - Date     Condition        Report By
 FL0781  HISTORY     - 1934     MONUMENTED       CGS
 FL0781  HISTORY     - 1952     GOOD             NGS
 FL0781  HISTORY     - 1953     GOOD             USGS
 FL0781
 FL0781                          STATION DESCRIPTION
 FL0781
 FL0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL0781'IN PRINGLE.
 FL0781'AT PRINGLE, 6.4 FEET WEST OF THE WEST RAIL OF A SIDE TRACK OF THE
 FL0781'CHICAGO, ROCK IS. AND PACIFIC RAILROAD, 1 FOOT ABOVE THE GROUND, SET
 FL0781'VERTICALLY IN THE EAST SIDE OF THE CONCRETE FOUNDATION OF THE MOST
 FL0781'NORTHERLY ONE OF TWO GRAIN ELEVATORS.
 FL0781
 FL0781                          STATION RECOVERY (1953)
 FL0781
 FL0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0331 ***********************************************************************
 GK0331  DESIGNATION -  F 255
 GK0331  PID         -  GK0331
 GK0331  STATE/COUNTY-  TX/HANSFORD
 GK0331  USGS QUAD   -  SPEARMAN (1974)
 GK0331
 GK0331                         *CURRENT SURVEY CONTROL
 GK0331  ___________________________________________________________________
 GK0331* NAD 83(1986)-  36 14 36.     (N)    101 07 39.     (W)     SCALED    
 GK0331* NAVD 88     -       939.226  (meters)    3081.44   (feet)  ADJUSTED  
 GK0331  ___________________________________________________________________
 GK0331  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 GK0331  DYNAMIC HT  -         938.224 (meters)    3078.16  (feet)  COMP
 GK0331  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 GK0331
 GK0331  VERT ORDER  -  SECOND    CLASS 0
 GK0331
 GK0331.The horizontal coordinates were scaled from a topographic map and have
 GK0331.an estimated accuracy of +/- 6 seconds.
 GK0331
 GK0331.The orthometric height was determined by differential leveling
 GK0331.and adjusted by the National Geodetic Survey in June 1991..
 GK0331
 GK0331.The geoid height was determined by GEOID03.
 GK0331
 GK0331.The dynamic height is computed by dividing the NAVD 88
 GK0331.geopotential number by the normal gravity value computed on the
 GK0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0331.degrees latitude (g = 980.6199 gals.).
 GK0331
 GK0331.The modeled gravity was interpolated from observed gravity values.
 GK0331
 GK0331;                    North         East    Units  Estimated Accuracy
 GK0331;SPC TX N     - 1,248,940.      233,480.      MT  (+/- 180 meters Scaled)
 GK0331
 GK0331                          SUPERSEDED SURVEY CONTROL
 GK0331
 GK0331  NGVD 29 (??/??/92)  938.803  (m)         3080.06   (f) ADJ UNCH    2 0
 GK0331
 GK0331.Superseded values are not recommended for survey control.
 GK0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0331.See file dsdata.txt to determine how the superseded data were derived.
 GK0331
 GK0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF088130(NAD 83)
 GK0331_MARKER: DB = BENCH MARK DISK
 GK0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0331_STAMPING: F-255 1934
 GK0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0331+STABILITY: SURFACE MOTION
 GK0331
 GK0331  HISTORY     - Date     Condition        Report By
 GK0331  HISTORY     - 1934     MONUMENTED       CGS
 GK0331
 GK0331                          STATION DESCRIPTION
 GK0331
 GK0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0331'4.8 MI NE FROM SPEARMAN.
 GK0331'4.8 MILES NORTHEAST OF SPEARMAN P. AND SF. RR. STATION 490 FEET
 GK0331'NORTHEAST OF INTERSECTION OF TRACK AND SECTION LINE ROAD, 81 FEET
 GK0331'SOUTH OF MILEPOLE 79, 68 FEET NORTHWEST OF CENTERLINE OF STATE HWY.
 GK0331'117, 42 FEET SOUTHEAST OF NEAREST RAIL OF SANTA FE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0057 ***********************************************************************
 GK0057  DESIGNATION -  F 256
 GK0057  PID         -  GK0057
 GK0057  STATE/COUNTY-  TX/LIPSCOMB
 GK0057  USGS QUAD   -  FOLLETT (1972)
 GK0057
 GK0057                         *CURRENT SURVEY CONTROL
 GK0057  ___________________________________________________________________
 GK0057* NAD 83(1986)-  36 26 40.     (N)    100 10 32.     (W)     SCALED    
 GK0057* NAVD 88     -       801.635  (meters)    2630.03   (feet)  ADJUSTED  
 GK0057  ___________________________________________________________________
 GK0057  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 GK0057  DYNAMIC HT  -         800.826 (meters)    2627.38  (feet)  COMP
 GK0057  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 GK0057
 GK0057  VERT ORDER  -  SECOND    CLASS 0
 GK0057
 GK0057.The horizontal coordinates were scaled from a topographic map and have
 GK0057.an estimated accuracy of +/- 6 seconds.
 GK0057
 GK0057.The orthometric height was determined by differential leveling
 GK0057.and adjusted by the National Geodetic Survey in June 1991..
 GK0057
 GK0057.The geoid height was determined by GEOID03.
 GK0057
 GK0057.The dynamic height is computed by dividing the NAVD 88
 GK0057.geopotential number by the normal gravity value computed on the
 GK0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0057.degrees latitude (g = 980.6199 gals.).
 GK0057
 GK0057.The modeled gravity was interpolated from observed gravity values.
 GK0057
 GK0057;                    North         East    Units  Estimated Accuracy
 GK0057;SPC TX N     - 1,271,990.      318,750.      MT  (+/- 180 meters Scaled)
 GK0057
 GK0057                          SUPERSEDED SURVEY CONTROL
 GK0057
 GK0057  NGVD 29 (??/??/92)  801.327  (m)         2629.02   (f) ADJ UNCH    2 0
 GK0057
 GK0057.Superseded values are not recommended for survey control.
 GK0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0057.See file dsdata.txt to determine how the superseded data were derived.
 GK0057
 GK0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF946338(NAD 83)
 GK0057_MARKER: DB = BENCH MARK DISK
 GK0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0057_STAMPING: F-256 1934
 GK0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0057+STABILITY: SURFACE MOTION
 GK0057
 GK0057  HISTORY     - Date     Condition        Report By
 GK0057  HISTORY     - 1934     MONUMENTED       CGS
 GK0057  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0057
 GK0057                          STATION DESCRIPTION
 GK0057
 GK0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0057'2.2 MI NW FROM FOLLETT.
 GK0057'2.2 MILES NORTHWEST OF P.AND S.F. RR. STATION AT FOLLETT 0.2 MILE EAST
 GK0057'OF MILE POST 21.  76 FEET SOUTHWEST OF NEAREST RAIL OF PANHANDLE AND
 GK0057'SANTA FE RAILWAY TRACK.  30 FEET NORTHWEST GATE IN FENCE LINE.
 GK0057
 GK0057                          STATION RECOVERY (1972)
 GK0057
 GK0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0052 ***********************************************************************
 FL0052  DESIGNATION -  F 257
 FL0052  PID         -  FL0052
 FL0052  STATE/COUNTY-  TX/WHEELER
 FL0052  USGS QUAD   -  ALLISON SW (1963)
 FL0052
 FL0052                         *CURRENT SURVEY CONTROL
 FL0052  ___________________________________________________________________
 FL0052* NAD 83(1986)-  35 36 37.     (N)    100 12 07.     (W)     SCALED    
 FL0052* NAVD 88     -       810.867  (meters)    2660.32   (feet)  ADJUSTED  
 FL0052  ___________________________________________________________________
 FL0052  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 FL0052  DYNAMIC HT  -         809.982 (meters)    2657.42  (feet)  COMP
 FL0052  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 FL0052
 FL0052  VERT ORDER  -  SECOND    CLASS 0
 FL0052
 FL0052.The horizontal coordinates were scaled from a topographic map and have
 FL0052.an estimated accuracy of +/- 6 seconds.
 FL0052
 FL0052.The orthometric height was determined by differential leveling
 FL0052.and adjusted by the National Geodetic Survey in June 1991..
 FL0052
 FL0052.The geoid height was determined by GEOID03.
 FL0052
 FL0052.The dynamic height is computed by dividing the NAVD 88
 FL0052.geopotential number by the normal gravity value computed on the
 FL0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0052.degrees latitude (g = 980.6199 gals.).
 FL0052
 FL0052.The modeled gravity was interpolated from observed gravity values.
 FL0052
 FL0052;                    North         East    Units  Estimated Accuracy
 FL0052;SPC TX N     - 1,179,410.      317,600.      MT  (+/- 180 meters Scaled)
 FL0052
 FL0052                          SUPERSEDED SURVEY CONTROL
 FL0052
 FL0052  NGVD 29 (??/??/92)  810.523  (m)         2659.19   (f) ADJ UNCH    2 0
 FL0052
 FL0052.Superseded values are not recommended for survey control.
 FL0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0052.See file dsdata.txt to determine how the superseded data were derived.
 FL0052
 FL0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE911413(NAD 83)
 FL0052_MARKER: DB = BENCH MARK DISK
 FL0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0052_STAMPING: F 257 1934
 FL0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0052+STABILITY: SURFACE MOTION
 FL0052
 FL0052  HISTORY     - Date     Condition        Report By
 FL0052  HISTORY     - 1934     MONUMENTED       CGS
 FL0052
 FL0052                          STATION DESCRIPTION
 FL0052
 FL0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0052'5.1 MI E FROM BRISCO.
 FL0052'5.1 MILES EAST OF P. AND S.F. RR STATION AT BRISCO 210 FEET SOUTHWEST
 FL0052'OF THE WOODEN CULVERT 44 C, 69 FEET SOUTH OF THE NEAREST RAIL OF THE
 FL0052'PANHANDLE AND SANTA FE TRACK 60 FEET WEST OF THE SECTION LINE ROAD
 FL0052'CROSSING TRACK, 30 FEET WEST OF GATE FOR DRIVE WAY TO FARM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0360 ***********************************************************************
 BZ0360  DESIGNATION -  F 258
 BZ0360  PID         -  BZ0360
 BZ0360  STATE/COUNTY-  TX/LIMESTONE
 BZ0360  USGS QUAD   -  FARRAR (1966)
 BZ0360
 BZ0360                         *CURRENT SURVEY CONTROL
 BZ0360  ___________________________________________________________________
 BZ0360* NAD 83(1986)-  31 25 55.     (N)    096 15 03.     (W)     SCALED    
 BZ0360* NAVD 88     -       138.402  (meters)     454.07   (feet)  ADJUSTED  
 BZ0360  ___________________________________________________________________
 BZ0360  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BZ0360  DYNAMIC HT  -         138.233 (meters)     453.52  (feet)  COMP
 BZ0360  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 BZ0360
 BZ0360  VERT ORDER  -  FIRST     CLASS II
 BZ0360
 BZ0360.The horizontal coordinates were scaled from a topographic map and have
 BZ0360.an estimated accuracy of +/- 6 seconds.
 BZ0360
 BZ0360.The orthometric height was determined by differential leveling
 BZ0360.and adjusted by the National Geodetic Survey in June 1991..
 BZ0360.WARNING-Repeat measurements at this control monument indicate possible
 BZ0360.vertical movement.
 BZ0360
 BZ0360.The geoid height was determined by GEOID03.
 BZ0360
 BZ0360.The dynamic height is computed by dividing the NAVD 88
 BZ0360.geopotential number by the normal gravity value computed on the
 BZ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0360.degrees latitude (g = 980.6199 gals.).
 BZ0360
 BZ0360.The modeled gravity was interpolated from observed gravity values.
 BZ0360
 BZ0360;                    North         East    Units  Estimated Accuracy
 BZ0360;SPC TX C     - 3,202,810.    1,088,010.      MT  (+/- 180 meters Scaled)
 BZ0360
 BZ0360                          SUPERSEDED SURVEY CONTROL
 BZ0360
 BZ0360  NGVD 29 (??/??/92)  138.363  (m)          453.95   (f) ADJ UNCH    1 2
 BZ0360
 BZ0360.Superseded values are not recommended for survey control.
 BZ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0360.See file dsdata.txt to determine how the superseded data were derived.
 BZ0360
 BZ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV613807(NAD 83)
 BZ0360_MARKER: DB = BENCH MARK DISK
 BZ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0360_STAMPING: F 258 1952
 BZ0360_PROJECTION: PROJECTING 4 CENTIMETERS
 BZ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0360+STABILITY: SURFACE MOTION
 BZ0360
 BZ0360  HISTORY     - Date     Condition        Report By
 BZ0360  HISTORY     - 1952     MONUMENTED       CGS
 BZ0360  HISTORY     - 1980     GOOD             NGS
 BZ0360
 BZ0360                          STATION DESCRIPTION
 BZ0360
 BZ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0360'2.5 MI SE FROM FARRAR.
 BZ0360'2.5 MILES SOUTHEAST ALONG FARM ROAD 39 FROM THE POST OFFICE AT FARRAR,
 BZ0360'AT THE SOUTHEAST END OF A LONG CUT, 0.1 MILE NORTHWEST OF A ROAD
 BZ0360'INTERSECTION, 68 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 2
 BZ0360'FEET SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN
 BZ0360'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BZ0360
 BZ0360                          STATION RECOVERY (1980)
 BZ0360
 BZ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0360'13.8 KM. (8.55 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0360'U.S. HIGHWAY 79 IN JEWETT, 0.15 KM. (0.1 MI.) NORTHWEST OF THE
 BZ0360'JUNCTION OF FARM ROAD 80, AT THE SOUTHEAST END OF A ROAD CUT, 20.7 M.
 BZ0360'(68.0 FT.) NORTHEAST OF THE CENTERLINE OF THE ROAD, 0.6 M. (2.0 FT.)
 BZ0360'SOUTHWEST OF A FENCE.
 BZ0360'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BZ0360'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0590 ***********************************************************************
 BZ0590  DESIGNATION -  F 259
 BZ0590  PID         -  BZ0590
 BZ0590  STATE/COUNTY-  TX/LIMESTONE
 BZ0590  USGS QUAD   -  COOLIDGE (1978)
 BZ0590
 BZ0590                         *CURRENT SURVEY CONTROL
 BZ0590  ___________________________________________________________________
 BZ0590* NAD 83(1986)-  31 48 00.     (N)    096 43 03.     (W)     SCALED    
 BZ0590* NAVD 88     -       147.23   (+/-2cm)     483.0    (feet)  VERTCON   
 BZ0590  ___________________________________________________________________
 BZ0590  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BZ0590
 BZ0590  VERT ORDER  -  FIRST     CLASS II (See Below)
 BZ0590
 BZ0590.The horizontal coordinates were scaled from a topographic map and have
 BZ0590.an estimated accuracy of +/- 6 seconds.
 BZ0590
 BZ0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0590.The vertical order pertains to the NGVD 29 superseded value.
 BZ0590
 BZ0590.The geoid height was determined by GEOID03.
 BZ0590
 BZ0590;                    North         East    Units  Estimated Accuracy
 BZ0590;SPC TX C     - 3,242,060.    1,042,340.      MT  (+/- 180 meters Scaled)
 BZ0590
 BZ0590                          SUPERSEDED SURVEY CONTROL
 BZ0590
 BZ0590  NGVD 29 (??/??/92)  147.17   (m)          482.8    (f) COMPUTED    1 2
 BZ0590
 BZ0590.Superseded values are not recommended for survey control.
 BZ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0590.See file dsdata.txt to determine how the superseded data were derived.
 BZ0590
 BZ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA160205(NAD 83)
 BZ0590_MARKER: DB = BENCH MARK DISK
 BZ0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0590_SP_SET: ABUTMENT
 BZ0590_STAMPING: F 259 1952
 BZ0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0590
 BZ0590  HISTORY     - Date     Condition        Report By
 BZ0590  HISTORY     - 1952     MONUMENTED       CGS
 BZ0590  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0590  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0590
 BZ0590                          STATION DESCRIPTION
 BZ0590
 BZ0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0590'5.75 MI SE FROM HUBBARD.
 BZ0590'5.75 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE ST. LOUIS AND
 BZ0590'SOUTHWESTERN RAILROAD STATION AT HUBBARD, 15 FEET NORTH OF THE CENTER
 BZ0590'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE WEST
 BZ0590'ABUTMENT OF A CONCRETE BRIDGE.
 BZ0590
 BZ0590                          STATION RECOVERY (1995)
 BZ0590
 BZ0590'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0590'MARK NOT FOUND.
 BZ0590
 BZ0590                          STATION RECOVERY (2002)
 BZ0590
 BZ0590'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 BZ0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0591 ***********************************************************************
 BZ0591  DESIGNATION -  F 259 RESET 1957
 BZ0591  PID         -  BZ0591
 BZ0591  STATE/COUNTY-  TX/LIMESTONE
 BZ0591  USGS QUAD   -  COOLIDGE (1978)
 BZ0591
 BZ0591                         *CURRENT SURVEY CONTROL
 BZ0591  ___________________________________________________________________
 BZ0591* NAD 83(1986)-  31 48 01.     (N)    096 43 04.     (W)     SCALED    
 BZ0591* NAVD 88     -       147.381  (meters)     483.53   (feet)  ADJUSTED  
 BZ0591  ___________________________________________________________________
 BZ0591  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 BZ0591  DYNAMIC HT  -         147.205 (meters)     482.96  (feet)  COMP
 BZ0591  MODELED GRAV-     979,443.6   (mgal)                       NAVD 88
 BZ0591
 BZ0591  VERT ORDER  -  FIRST     CLASS II
 BZ0591
 BZ0591.The horizontal coordinates were scaled from a topographic map and have
 BZ0591.an estimated accuracy of +/- 6 seconds.
 BZ0591
 BZ0591.The orthometric height was determined by differential leveling
 BZ0591.and adjusted by the National Geodetic Survey in June 1991..
 BZ0591
 BZ0591.The geoid height was determined by GEOID03.
 BZ0591
 BZ0591.The dynamic height is computed by dividing the NAVD 88
 BZ0591.geopotential number by the normal gravity value computed on the
 BZ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0591.degrees latitude (g = 980.6199 gals.).
 BZ0591
 BZ0591.The modeled gravity was interpolated from observed gravity values.
 BZ0591
 BZ0591;                    North         East    Units  Estimated Accuracy
 BZ0591;SPC TX C     - 3,242,090.    1,042,320.      MT  (+/- 180 meters Scaled)
 BZ0591
 BZ0591                          SUPERSEDED SURVEY CONTROL
 BZ0591
 BZ0591  NGVD 29 (??/??/??)  147.34   (m)          483.4    (f) RESET       3  
 BZ0591
 BZ0591.Superseded values are not recommended for survey control.
 BZ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0591.See file dsdata.txt to determine how the superseded data were derived.
 BZ0591
 BZ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA160205(NAD 83)
 BZ0591_MARKER: DD = SURVEY DISK
 BZ0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0591_SP_SET: CURB
 BZ0591_STAMPING: F 259 RESET 1957
 BZ0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ0591+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 BZ0591
 BZ0591  HISTORY     - Date     Condition        Report By
 BZ0591  HISTORY     - 1957     MONUMENTED       TXHD
 BZ0591  HISTORY     - 1980     GOOD             NGS
 BZ0591  HISTORY     - 19950715 GOOD             USPSQD
 BZ0591  HISTORY     - 20020824 GOOD             USPSQD
 BZ0591  HISTORY     - 20040107 GOOD             JCLS
 BZ0591  HISTORY     - 20050212 GOOD             JCLS
 BZ0591
 BZ0591                          STATION DESCRIPTION
 BZ0591
 BZ0591'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 BZ0591'5.8 MI SE FROM HUBBARD.
 BZ0591'IN LIMESTONE COUNTY, 5.8 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM
 BZ0591'THE ST. LOUIS, SOUTHWESTERN RAILWAY STATION AT HUBBARD, HILL COUNTY,
 BZ0591'AT A CONCRETE BRIDGE ACROSS PIN OAK CREEK, IN THE TOP OF THE CURB, 6
 BZ0591'INCHES FROM THE SOUTH END, AND 16 FEET SOUTH OF THE CENTERLINE OF THE
 BZ0591'HIGHWAY.  A STANDARD DISK, STAMPED F 259 RESET 1957.
 BZ0591
 BZ0591                          STATION RECOVERY (1980)
 BZ0591
 BZ0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0591'9.9 KM. (6.15 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ0591'OF STATE HIGHWAY 31 IN HUBBARD, IN THE SOUTHWEST CURB AT THE SOUTHWEST
 BZ0591'END OF A CONCRETE BRIDGE OVER PINE OAK CREEK, 0.2 M. (0.5 FT.)
 BZ0591'NORTHWEST OF THE SOUTHWEST END OF THE BRIDGE, 4.9 M. (16.0 FT.)
 BZ0591'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BZ0591
 BZ0591                          STATION RECOVERY (1995)
 BZ0591
 BZ0591'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0591'RECOVERED IN GOOD CONDITION.
 BZ0591
 BZ0591                          STATION RECOVERY (2002)
 BZ0591
 BZ0591'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 BZ0591'RECOVERED IN GOOD CONDITION.
 BZ0591
 BZ0591                          STATION RECOVERY (2004)
 BZ0591
 BZ0591'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 BZ0591'RECOVERED IN GOOD CONDITION.
 BZ0591
 BZ0591                          STATION RECOVERY (2005)
 BZ0591
 BZ0591'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 BZ0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0304 ***********************************************************************
 BP0304  DESIGNATION -  F 26
 BP0304  PID         -  BP0304
 BP0304  STATE/COUNTY-  TX/BREWSTER
 BP0304  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0304
 BP0304                         *CURRENT SURVEY CONTROL
 BP0304  ___________________________________________________________________
 BP0304* NAD 83(1986)-  30 10 37.     (N)    103 03 44.     (W)     SCALED    
 BP0304* NAVD 88     -      1222.217  (meters)    4009.89   (feet)  ADJUSTED  
 BP0304  ___________________________________________________________________
 BP0304  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BP0304  DYNAMIC HT  -        1220.231 (meters)    4003.37  (feet)  COMP
 BP0304  MODELED GRAV-     978,975.1   (mgal)                       NAVD 88
 BP0304
 BP0304  VERT ORDER  -  FIRST     CLASS II
 BP0304
 BP0304.The horizontal coordinates were scaled from a topographic map and have
 BP0304.an estimated accuracy of +/- 6 seconds.
 BP0304
 BP0304.The orthometric height was determined by differential leveling
 BP0304.and adjusted by the National Geodetic Survey in June 1991..
 BP0304
 BP0304.The geoid height was determined by GEOID03.
 BP0304
 BP0304.The dynamic height is computed by dividing the NAVD 88
 BP0304.geopotential number by the normal gravity value computed on the
 BP0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0304.degrees latitude (g = 980.6199 gals.).
 BP0304
 BP0304.The modeled gravity was interpolated from observed gravity values.
 BP0304
 BP0304;                    North         East    Units  Estimated Accuracy
 BP0304;SPC TXSC     - 4,266,540.      208,840.      MT  (+/- 180 meters Scaled)
 BP0304
 BP0304                          SUPERSEDED SURVEY CONTROL
 BP0304
 BP0304  NGVD 29 (??/??/92) 1221.837  (m)         4008.64   (f) ADJ UNCH    1 2
 BP0304
 BP0304.Superseded values are not recommended for survey control.
 BP0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0304.See file dsdata.txt to determine how the superseded data were derived.
 BP0304
 BP0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP865399(NAD 83)
 BP0304_MARKER: DB = BENCH MARK DISK
 BP0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0304_STAMPING: F 26 1917 ELEV. 4008.699 FT.
 BP0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0304+STABILITY: SURFACE MOTION
 BP0304
 BP0304  HISTORY     - Date     Condition        Report By
 BP0304  HISTORY     - 1917     MONUMENTED       CGS
 BP0304  HISTORY     - 1957     GOOD             NGS
 BP0304  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0304  HISTORY     - 1977     MARK NOT FOUND   USGS
 BP0304
 BP0304                          STATION DESCRIPTION
 BP0304
 BP0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0304'12.0 MI SE FROM MARATHON.
 BP0304'ABOUT 12.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0304'FROM THE STATION AT MARATHON, 84 FEET NORTHEAST OF AND ACROSS THE
 BP0304'TRACK FROM MILEPOST 564, 42 FEET NORTHEAST OF THE NORTHEAST RAIL, 166
 BP0304'FEET NORTHEAST OF SEMAPHORE NUMBER 563.9, 5 1/2 FEET SOUTHWEST OF THE
 BP0304'NORTHEAST RIGHT OF WAY FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 BP0304'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BP0304'TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 BP0304
 BP0304                          STATION RECOVERY (1966)
 BP0304
 BP0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0304'MARK NOT FOUND.
 BP0304
 BP0304                          STATION RECOVERY (1977)
 BP0304
 BP0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BP0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0377 ***********************************************************************
 DO0377  DESIGNATION -  F 261
 DO0377  PID         -  DO0377
 DO0377  STATE/COUNTY-  TX/WILBARGER
 DO0377  USGS QUAD   -  GRAYBACK (1966)
 DO0377
 DO0377                         *CURRENT SURVEY CONTROL
 DO0377  ___________________________________________________________________
 DO0377* NAD 83(1986)-  33 59 23.     (N)    099 13 28.     (W)     SCALED    
 DO0377* NAVD 88     -       363.644  (meters)    1193.06   (feet)  ADJUSTED  
 DO0377  ___________________________________________________________________
 DO0377  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DO0377  DYNAMIC HT  -         363.236 (meters)    1191.72  (feet)  COMP
 DO0377  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 DO0377
 DO0377  VERT ORDER  -  SECOND    CLASS 0
 DO0377
 DO0377.The horizontal coordinates were scaled from a topographic map and have
 DO0377.an estimated accuracy of +/- 6 seconds.
 DO0377
 DO0377.The orthometric height was determined by differential leveling
 DO0377.and adjusted by the National Geodetic Survey in June 1991..
 DO0377
 DO0377.The geoid height was determined by GEOID03.
 DO0377
 DO0377.The dynamic height is computed by dividing the NAVD 88
 DO0377.geopotential number by the normal gravity value computed on the
 DO0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0377.degrees latitude (g = 980.6199 gals.).
 DO0377
 DO0377.The modeled gravity was interpolated from observed gravity values.
 DO0377
 DO0377;                    North         East    Units  Estimated Accuracy
 DO0377;SPC TXNC     - 2,257,850.      533,060.      MT  (+/- 180 meters Scaled)
 DO0377
 DO0377                          SUPERSEDED SURVEY CONTROL
 DO0377
 DO0377  NGVD 29 (??/??/92)  363.515  (m)         1192.63   (f) ADJ UNCH    2 0
 DO0377
 DO0377.Superseded values are not recommended for survey control.
 DO0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0377.See file dsdata.txt to determine how the superseded data were derived.
 DO0377
 DO0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC792610(NAD 83)
 DO0377_MARKER: DB = BENCH MARK DISK
 DO0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0377_STAMPING: F 261 1934
 DO0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0377+STABILITY: SURFACE MOTION
 DO0377
 DO0377  HISTORY     - Date     Condition        Report By
 DO0377  HISTORY     - 1934     MONUMENTED       CGS
 DO0377  HISTORY     - 1957     POOR             NGS
 DO0377
 DO0377                          STATION DESCRIPTION
 DO0377
 DO0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0377'11.5 MI S FROM VERNON.
 DO0377'11.5 MILES SOUTH ALONG U. S. HIGHWAY 283 FROM VERNON, WILBARGER
 DO0377'COUNTY, AT THE JUNCTION OF A ROAD LEADING WEST, 129 FEET NORTH OF THE
 DO0377'CENTERLINE OF THE ROAD, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 DO0377'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0734 ***********************************************************************
 CT0734  DESIGNATION -  F 262
 CT0734  PID         -  CT0734
 CT0734  STATE/COUNTY-  TX/JONES
 CT0734  USGS QUAD   -  ANSON (1965)
 CT0734
 CT0734                         *CURRENT SURVEY CONTROL
 CT0734  ___________________________________________________________________
 CT0734* NAD 83(1986)-  32 45 23.     (N)    099 54 02.     (W)     SCALED    
 CT0734* NAVD 88     -       526.192  (meters)    1726.35   (feet)  ADJUSTED  
 CT0734  ___________________________________________________________________
 CT0734  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CT0734  DYNAMIC HT  -         525.511 (meters)    1724.11  (feet)  COMP
 CT0734  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 CT0734
 CT0734  VERT ORDER  -  SECOND    CLASS 0
 CT0734
 CT0734.The horizontal coordinates were scaled from a topographic map and have
 CT0734.an estimated accuracy of +/- 6 seconds.
 CT0734
 CT0734.The orthometric height was determined by differential leveling
 CT0734.and adjusted by the National Geodetic Survey in June 1991..
 CT0734
 CT0734.The geoid height was determined by GEOID03.
 CT0734
 CT0734.The dynamic height is computed by dividing the NAVD 88
 CT0734.geopotential number by the normal gravity value computed on the
 CT0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0734.degrees latitude (g = 980.6199 gals.).
 CT0734
 CT0734.The modeled gravity was interpolated from observed gravity values.
 CT0734
 CT0734;                    North         East    Units  Estimated Accuracy
 CT0734;SPC TXNC     - 2,121,710.      468,770.      MT  (+/- 180 meters Scaled)
 CT0734
 CT0734                          SUPERSEDED SURVEY CONTROL
 CT0734
 CT0734  NGVD 29 (??/??/92)  525.997  (m)         1725.71   (f) ADJ UNCH    2 0
 CT0734
 CT0734.Superseded values are not recommended for survey control.
 CT0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0734.See file dsdata.txt to determine how the superseded data were derived.
 CT0734
 CT0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB156246(NAD 83)
 CT0734_MARKER: DB = BENCH MARK DISK
 CT0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0734_SP_SET: BUILDING
 CT0734_STAMPING: F 262 1934
 CT0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0734
 CT0734  HISTORY     - Date     Condition        Report By
 CT0734  HISTORY     - 1934     MONUMENTED       CGS
 CT0734  HISTORY     - 1958     GOOD             NGS
 CT0734  HISTORY     - 1965     MARK NOT FOUND   USGS
 CT0734
 CT0734                          STATION DESCRIPTION
 CT0734
 CT0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0734'IN ANSON.
 CT0734'AT ANSON, JONES COUNTY, 0.3 MILE WEST OF THE COURTHOUSE, AT THE GRADE
 CT0734'SCHOOL, IN THE SOUTH FACE OF THE SOUTHWEST CORNER OF THE BUILDING, AND
 CT0734'1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED F 262 1934 AND SET
 CT0734'VERTICALLY.  NOTE-- IT APPEARS THAT CONCRETE, ABOUT 2 INCHES THICK,
 CT0734'HAS BEEN ADDED TO THE BASE OF THE SCHOOL BUILDING.  SINCE THE MARK WAS
 CT0734'NOT VISABLE IT IS PROBABLY UNDER THE CONCRETE.
 CT0734
 CT0734                          STATION RECOVERY (1965)
 CT0734
 CT0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0280 ***********************************************************************
 DN0280  DESIGNATION -  F 263
 DN0280  PID         -  DN0280
 DN0280  STATE/COUNTY-  TX/COLLIN
 DN0280  USGS QUAD   -  FRISCO (1981)
 DN0280
 DN0280                         *CURRENT SURVEY CONTROL
 DN0280  ___________________________________________________________________
 DN0280* NAD 83(1986)-  33 12 43.     (N)    096 48 46.     (W)     SCALED    
 DN0280* NAVD 88     -       195.404  (meters)     641.09   (feet)  ADJUSTED  
 DN0280  ___________________________________________________________________
 DN0280  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DN0280  DYNAMIC HT  -         195.191 (meters)     640.39  (feet)  COMP
 DN0280  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 DN0280
 DN0280  VERT ORDER  -  SECOND    CLASS 0
 DN0280
 DN0280.The horizontal coordinates were scaled from a topographic map and have
 DN0280.an estimated accuracy of +/- 6 seconds.
 DN0280
 DN0280.The orthometric height was determined by differential leveling
 DN0280.and adjusted by the National Geodetic Survey in June 1991..
 DN0280
 DN0280.The geoid height was determined by GEOID03.
 DN0280
 DN0280.The dynamic height is computed by dividing the NAVD 88
 DN0280.geopotential number by the normal gravity value computed on the
 DN0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0280.degrees latitude (g = 980.6199 gals.).
 DN0280
 DN0280.The modeled gravity was interpolated from observed gravity values.
 DN0280
 DN0280;                    North         East    Units  Estimated Accuracy
 DN0280;SPC TXNC     - 2,172,620.      757,270.      MT  (+/- 180 meters Scaled)
 DN0280
 DN0280                          SUPERSEDED SURVEY CONTROL
 DN0280
 DN0280  NGVD 29 (??/??/92)  195.415  (m)          641.12   (f) ADJ UNCH    2 0
 DN0280
 DN0280.Superseded values are not recommended for survey control.
 DN0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0280.See file dsdata.txt to determine how the superseded data were derived.
 DN0280
 DN0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB038769(NAD 83)
 DN0280_MARKER: DB = BENCH MARK DISK
 DN0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0280_STAMPING: F 263 1934
 DN0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0280+STABILITY: SURFACE MOTION
 DN0280
 DN0280  HISTORY     - Date     Condition        Report By
 DN0280  HISTORY     - 1934     MONUMENTED       CGS
 DN0280  HISTORY     - 1946     GOOD             NGS
 DN0280  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0280  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0280
 DN0280                          STATION DESCRIPTION
 DN0280
 DN0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DN0280'1.7 MI S FROM PROSPER.
 DN0280'ABOUT 1.7 MILES SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0280'RAILROAD FROM THE STATION AT PROSPER, AT A ROAD CROSSING, 55.0 FEET
 DN0280'NORTH OF THE CENTER LINE OF THE ROAD, 39.0 FEET WEST OF AND ABOUT 1.0
 DN0280'FOOT LOWER THAN THE CENTER LINE OF THE TRACK, 4.0 FEET SOUTH OF MILE
 DN0280'POST 681-15 AND 1.0 FOOT NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISK
 DN0280'STAMPED F 263 1934 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 DN0280'INCHES ABOVE GROUND.
 DN0280
 DN0280                          STATION RECOVERY (1994)
 DN0280
 DN0280'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0280'MARK NOT FOUND.
 DN0280
 DN0280                          STATION RECOVERY (2005)
 DN0280
 DN0280'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0216 ***********************************************************************
 DN0216  DESIGNATION -  F 265
 DN0216  PID         -  DN0216
 DN0216  STATE/COUNTY-  TX/HUNT
 DN0216  USGS QUAD   -  GREENVILLE NW (1962)
 DN0216
 DN0216                         *CURRENT SURVEY CONTROL
 DN0216  ___________________________________________________________________
 DN0216* NAD 83(1986)-  33 08 27.     (N)    096 10 09.     (W)     SCALED    
 DN0216* NAVD 88     -       173.544  (meters)     569.37   (feet)  POSTED    
 DN0216  ___________________________________________________________________
 DN0216  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 DN0216  DYNAMIC HT  -         173.360 (meters)     568.77  (feet)  COMP
 DN0216  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 DN0216
 DN0216  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DN0216
 DN0216.The horizontal coordinates were scaled from a topographic map and have
 DN0216.an estimated accuracy of +/- 6 seconds.
 DN0216
 DN0216.The orthometric height was determined by differential leveling
 DN0216.and adjusted by the National Geodetic Survey in 1992..
 DN0216.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DN0216.rate of 2.1 thru 3.0 mm/km.
 DN0216
 DN0216.The geoid height was determined by GEOID03.
 DN0216
 DN0216.The dynamic height is computed by dividing the NAVD 88
 DN0216.geopotential number by the normal gravity value computed on the
 DN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0216.degrees latitude (g = 980.6199 gals.).
 DN0216
 DN0216.The modeled gravity was interpolated from observed gravity values.
 DN0216
 DN0216;                    North         East    Units  Estimated Accuracy
 DN0216;SPC TXNC     - 2,165,880.      817,430.      MT  (+/- 180 meters Scaled)
 DN0216
 DN0216                          SUPERSEDED SURVEY CONTROL
 DN0216
 DN0216  NGVD 29 (??/??/92)  173.52   (m)          569.3    (f) COMPUTED    2 0
 DN0216
 DN0216.Superseded values are not recommended for survey control.
 DN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0216.See file dsdata.txt to determine how the superseded data were derived.
 DN0216
 DN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB640704(NAD 83)
 DN0216_MARKER: DB = BENCH MARK DISK
 DN0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0216_STAMPING: F 265 1934
 DN0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0216+STABILITY: SURFACE MOTION
 DN0216
 DN0216  HISTORY     - Date     Condition        Report By
 DN0216  HISTORY     - 1934     MONUMENTED       CGS
 DN0216  HISTORY     - 1954     MARK NOT FOUND   NGS
 DN0216  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN0216
 DN0216                          STATION DESCRIPTION
 DN0216
 DN0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0216'3.6 MI W FROM GREENVILLE.
 DN0216'3.6 MI W OF AND ALONG THE M K AND T R R 16 YARDS S OF TRACK.  25 YARDS
 DN0216'S OF MILE POST 174.  IN EDGE OF FIELD AND IN LINE WITH ROW OF POLES.
 DN0216
 DN0216                          STATION RECOVERY (1954)
 DN0216
 DN0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DN0216'MARK NOT FOUND.
 DN0216
 DN0216                          STATION RECOVERY (1994)
 DN0216
 DN0216'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0722 ***********************************************************************
 CS0722  DESIGNATION -  F 266
 CS0722  PID         -  CS0722
 CS0722  STATE/COUNTY-  TX/ELLIS
 CS0722  USGS QUAD   -  ITALY (1978)
 CS0722
 CS0722                         *CURRENT SURVEY CONTROL
 CS0722  ___________________________________________________________________
 CS0722* NAD 83(1986)-  32 09 26.     (N)    096 53 26.     (W)     SCALED    
 CS0722* NAVD 88     -       174.481  (meters)     572.44   (feet)  ADJUSTED  
 CS0722  ___________________________________________________________________
 CS0722  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS0722  DYNAMIC HT  -         174.273 (meters)     571.76  (feet)  COMP
 CS0722  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 CS0722
 CS0722  VERT ORDER  -  SECOND    CLASS 0
 CS0722
 CS0722.The horizontal coordinates were scaled from a topographic map and have
 CS0722.an estimated accuracy of +/- 6 seconds.
 CS0722
 CS0722.The orthometric height was determined by differential leveling
 CS0722.and adjusted by the National Geodetic Survey in June 1991..
 CS0722
 CS0722.The geoid height was determined by GEOID03.
 CS0722
 CS0722.The dynamic height is computed by dividing the NAVD 88
 CS0722.geopotential number by the normal gravity value computed on the
 CS0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0722.degrees latitude (g = 980.6199 gals.).
 CS0722
 CS0722.The modeled gravity was interpolated from observed gravity values.
 CS0722
 CS0722;                    North         East    Units  Estimated Accuracy
 CS0722;SPC TXNC     - 2,055,560.      751,810.      MT  (+/- 180 meters Scaled)
 CS0722
 CS0722                          SUPERSEDED SURVEY CONTROL
 CS0722
 CS0722  NGVD 29 (??/??/92)  174.457  (m)          572.36   (f) ADJ UNCH    2 0
 CS0722
 CS0722.Superseded values are not recommended for survey control.
 CS0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0722.See file dsdata.txt to determine how the superseded data were derived.
 CS0722
 CS0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA989598(NAD 83)
 CS0722_MARKER: DB = BENCH MARK DISK
 CS0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0722_STAMPING: F 266 1934
 CS0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0722+STABILITY: SURFACE MOTION
 CS0722
 CS0722  HISTORY     - Date     Condition        Report By
 CS0722  HISTORY     - 1934     MONUMENTED       CGS
 CS0722  HISTORY     - 1948     GOOD             NGS
 CS0722
 CS0722                          STATION DESCRIPTION
 CS0722
 CS0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0722'2.0 MI S FROM ITALY.
 CS0722'2.0 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 CS0722'ITALY, ELLIS COUNTY, 55 FEET NORTH OF MILEPOST 220, 100 YARDS EAST OF
 CS0722'A HOUSE, AND 14 YARDS WEST OF THE TRACK.  A STANDARD DISK, STAMPED F
 CS0722'266 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CS0722
 CS0722                          STATION RECOVERY (1948)
 CS0722
 CS0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CS0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0543 ***********************************************************************
 CR0543  DESIGNATION -  F 267
 CR0543  PID         -  CR0543
 CR0543  STATE/COUNTY-  TX/HENDERSON
 CR0543  USGS QUAD   -  ATHENS (1984)
 CR0543
 CR0543                         *CURRENT SURVEY CONTROL
 CR0543  ___________________________________________________________________
 CR0543* NAD 83(1986)-  32 10 54.     (N)    095 50 16.     (W)     SCALED    
 CR0543* NAVD 88     -       142.533  (meters)     467.63   (feet)  ADJUSTED  
 CR0543  ___________________________________________________________________
 CR0543  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CR0543  DYNAMIC HT  -         142.366 (meters)     467.08  (feet)  COMP
 CR0543  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 CR0543
 CR0543  VERT ORDER  -  SECOND    CLASS 0
 CR0543
 CR0543.The horizontal coordinates were scaled from a topographic map and have
 CR0543.an estimated accuracy of +/- 6 seconds.
 CR0543
 CR0543.The orthometric height was determined by differential leveling
 CR0543.and adjusted by the National Geodetic Survey in June 1991..
 CR0543
 CR0543.The geoid height was determined by GEOID03.
 CR0543
 CR0543.The dynamic height is computed by dividing the NAVD 88
 CR0543.geopotential number by the normal gravity value computed on the
 CR0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0543.degrees latitude (g = 980.6199 gals.).
 CR0543
 CR0543.The modeled gravity was interpolated from observed gravity values.
 CR0543
 CR0543;                    North         East    Units  Estimated Accuracy
 CR0543;SPC TXNC     - 2,060,290.      851,030.      MT  (+/- 180 meters Scaled)
 CR0543
 CR0543                          SUPERSEDED SURVEY CONTROL
 CR0543
 CR0543  NGVD 29 (??/??/92)  142.535  (m)          467.63   (f) ADJ UNCH    2 0
 CR0543
 CR0543.Superseded values are not recommended for survey control.
 CR0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0543.See file dsdata.txt to determine how the superseded data were derived.
 CR0543
 CR0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR324641(NAD 83)
 CR0543_MARKER: DB = BENCH MARK DISK
 CR0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0543_STAMPING: F 267 1934
 CR0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0543+STABILITY: SURFACE MOTION
 CR0543
 CR0543  HISTORY     - Date     Condition        Report By
 CR0543  HISTORY     - 1934     MONUMENTED       CGS
 CR0543  HISTORY     - 1942     GOOD             NGS
 CR0543  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0543
 CR0543                          STATION DESCRIPTION
 CR0543
 CR0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0543'2.5 MI S FROM ATHENS.
 CR0543'2.5 MILES S OF AND ALONG STATE HIGHWAY NO. 19 34 FEET W OF THE CENTER
 CR0543'OF THE ROAD.  32 YARDS W OF A HOUSE.  130 YARDS S OF CURVE IN THE
 CR0543'HIGHWAY.  2 FEET W OF THE FENCE.
 CR0543
 CR0543                          STATION RECOVERY (1942)
 CR0543
 CR0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CR0543'RECOVERED IN GOOD CONDITION.
 CR0543
 CR0543                          STATION RECOVERY (1977)
 CR0543
 CR0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0780 ***********************************************************************
 CR0780  DESIGNATION -  F 268
 CR0780  PID         -  CR0780
 CR0780  STATE/COUNTY-  TX/HENDERSON
 CR0780  USGS QUAD   -  MURCHISON EAST (1984)
 CR0780
 CR0780                         *CURRENT SURVEY CONTROL
 CR0780  ___________________________________________________________________
 CR0780* NAD 83(1986)-  32 17 16.     (N)    095 44 06.     (W)     SCALED    
 CR0780* NAVD 88     -       128.802  (meters)     422.58   (feet)  ADJUSTED  
 CR0780  ___________________________________________________________________
 CR0780  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CR0780  DYNAMIC HT  -         128.652 (meters)     422.09  (feet)  COMP
 CR0780  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 CR0780
 CR0780  VERT ORDER  -  SECOND    CLASS 0
 CR0780
 CR0780.The horizontal coordinates were scaled from a topographic map and have
 CR0780.an estimated accuracy of +/- 6 seconds.
 CR0780
 CR0780.The orthometric height was determined by differential leveling
 CR0780.and adjusted by the National Geodetic Survey in June 1991..
 CR0780
 CR0780.The geoid height was determined by GEOID03.
 CR0780
 CR0780.The dynamic height is computed by dividing the NAVD 88
 CR0780.geopotential number by the normal gravity value computed on the
 CR0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0780.degrees latitude (g = 980.6199 gals.).
 CR0780
 CR0780.The modeled gravity was interpolated from observed gravity values.
 CR0780
 CR0780;                    North         East    Units  Estimated Accuracy
 CR0780;SPC TXNC     - 2,072,300.      860,410.      MT  (+/- 180 meters Scaled)
 CR0780
 CR0780                          SUPERSEDED SURVEY CONTROL
 CR0780
 CR0780  NGVD 29 (??/??/92)  128.822  (m)          422.64   (f) ADJ UNCH    2 0
 CR0780
 CR0780.Superseded values are not recommended for survey control.
 CR0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0780.See file dsdata.txt to determine how the superseded data were derived.
 CR0780
 CR0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR424756(NAD 83)
 CR0780_MARKER: DB = BENCH MARK DISK
 CR0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0780_STAMPING: F 268 1934
 CR0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0780+STABILITY: SURFACE MOTION
 CR0780
 CR0780  HISTORY     - Date     Condition        Report By
 CR0780  HISTORY     - 1934     MONUMENTED       CGS
 CR0780  HISTORY     - 1978     MARK NOT FOUND   USGS
 CR0780
 CR0780                          STATION DESCRIPTION
 CR0780
 CR0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0780'1.0 MI E FROM MURCHISON.
 CR0780'1.0 MILE E OF AND ALONG THE ST. L AND SW R R 17 YARDS S OF TRACK.  1
 CR0780'FOOT N OF FENCE.  276 YARDS W OF MILE POST 574.
 CR0780
 CR0780                          STATION RECOVERY (1978)
 CR0780
 CR0780'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0826 ***********************************************************************
 CS0826  DESIGNATION -  F 27
 CS0826  PID         -  CS0826
 CS0826  STATE/COUNTY-  TX/ELLIS
 CS0826  USGS QUAD   -  CRYER CREEK (1978)
 CS0826
 CS0826                         *CURRENT SURVEY CONTROL
 CS0826  ___________________________________________________________________
 CS0826* NAD 83(1986)-  32 13 44.     (N)    096 37 55.     (W)     SCALED    
 CS0826* NAVD 88     -       117.276  (meters)     384.76   (feet)  ADJUSTED  
 CS0826  ___________________________________________________________________
 CS0826  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CS0826  DYNAMIC HT  -         117.140 (meters)     384.32  (feet)  COMP
 CS0826  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 CS0826
 CS0826  VERT ORDER  -  SECOND    CLASS 0
 CS0826
 CS0826.The horizontal coordinates were scaled from a topographic map and have
 CS0826.an estimated accuracy of +/- 6 seconds.
 CS0826
 CS0826.The orthometric height was determined by differential leveling
 CS0826.and adjusted by the National Geodetic Survey in June 1991..
 CS0826
 CS0826.The geoid height was determined by GEOID03.
 CS0826
 CS0826.The dynamic height is computed by dividing the NAVD 88
 CS0826.geopotential number by the normal gravity value computed on the
 CS0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0826.degrees latitude (g = 980.6199 gals.).
 CS0826
 CS0826.The modeled gravity was interpolated from observed gravity values.
 CS0826
 CS0826;                    North         East    Units  Estimated Accuracy
 CS0826;SPC TXNC     - 2,063,910.      776,070.      MT  (+/- 180 meters Scaled)
 CS0826
 CS0826                          SUPERSEDED SURVEY CONTROL
 CS0826
 CS0826  NGVD 29 (??/??/92)  117.274  (m)          384.76   (f) ADJ UNCH    2 0
 CS0826
 CS0826.Superseded values are not recommended for survey control.
 CS0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0826.See file dsdata.txt to determine how the superseded data were derived.
 CS0826
 CS0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA231682(NAD 83)
 CS0826_MARKER: DD = SURVEY DISK
 CS0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0826_STAMPING: F NO 27 384.454
 CS0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0826+STABILITY: SURFACE MOTION
 CS0826
 CS0826  HISTORY     - Date     Condition        Report By
 CS0826  HISTORY     - UNK      MONUMENTED       TXRD
 CS0826  HISTORY     - 1946     GOOD             NGS
 CS0826
 CS0826                          STATION DESCRIPTION
 CS0826
 CS0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0826'4.7 MI SE FROM BARDWELL.
 CS0826'4.7 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 CS0826'THE STATION AT BARDWELL, AT A PRIVATE CROSSING, 30.0 FEET SOUTHWEST OF
 CS0826'AND ABOUT 3.0 FEET LOWER THAN THE CENTER LINE OF THE TRACK, 38.0 FEET
 CS0826'WEST OF THE NORTHWEST CORNER OF TRESTLE NUMBER 254.06, 6.0 FEET
 CS0826'NORTHWEST OF THE FIRST POLE NORTH OF MILE POST 254, 1.0 FOOT SOUTH OF
 CS0826'A WHITE 4X4 MARKER POST.  A BRONZE TEXAS RECLAMATION DEPARTMENT DISK
 CS0826'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 CS0826'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0429 ***********************************************************************
 DO0429  DESIGNATION -  F 271
 DO0429  PID         -  DO0429
 DO0429  STATE/COUNTY-  TX/THROCKMORTON
 DO0429  USGS QUAD   -  WESTOVER SW (1981)
 DO0429
 DO0429                         *CURRENT SURVEY CONTROL
 DO0429  ___________________________________________________________________
 DO0429* NAD 83(1986)-  33 20 51.     (N)    099 12 06.     (W)     SCALED    
 DO0429* NAVD 88     -       422.938  (meters)    1387.59   (feet)  ADJUSTED  
 DO0429  ___________________________________________________________________
 DO0429  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DO0429  DYNAMIC HT  -         422.438 (meters)    1385.95  (feet)  COMP
 DO0429  MODELED GRAV-     979,444.2   (mgal)                       NAVD 88
 DO0429
 DO0429  VERT ORDER  -  SECOND    CLASS 0
 DO0429
 DO0429.The horizontal coordinates were scaled from a topographic map and have
 DO0429.an estimated accuracy of +/- 6 seconds.
 DO0429
 DO0429.The orthometric height was determined by differential leveling
 DO0429.and adjusted by the National Geodetic Survey in June 1991..
 DO0429
 DO0429.The geoid height was determined by GEOID03.
 DO0429
 DO0429.The dynamic height is computed by dividing the NAVD 88
 DO0429.geopotential number by the normal gravity value computed on the
 DO0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0429.degrees latitude (g = 980.6199 gals.).
 DO0429
 DO0429.The modeled gravity was interpolated from observed gravity values.
 DO0429
 DO0429;                    North         East    Units  Estimated Accuracy
 DO0429;SPC TXNC     - 2,186,610.      534,690.      MT  (+/- 180 meters Scaled)
 DO0429
 DO0429                          SUPERSEDED SURVEY CONTROL
 DO0429
 DO0429  NGVD 29 (??/??/92)  422.817  (m)         1387.19   (f) ADJ UNCH    2 0
 DO0429
 DO0429.Superseded values are not recommended for survey control.
 DO0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0429.See file dsdata.txt to determine how the superseded data were derived.
 DO0429
 DO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB812898(NAD 83)
 DO0429_MARKER: DB = BENCH MARK DISK
 DO0429_SETTING: 66 = SET IN ROCK OUTCROP
 DO0429_SP_SET: OUTCROP
 DO0429_STAMPING: F-271 1934
 DO0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0429+STABILITY: POSITION/ELEVATION WELL
 DO0429
 DO0429  HISTORY     - Date     Condition        Report By
 DO0429  HISTORY     - 1934     MONUMENTED       CGS
 DO0429  HISTORY     - 1965     GOOD             USGS
 DO0429
 DO0429                          STATION DESCRIPTION
 DO0429
 DO0429'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0429'16.48 MI SW FROM SEYMOUR.
 DO0429'16.48 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 283 FROM THE COURT HOUSE
 DO0429'IN SEYMOUR, TEXAS.  12.47 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 283
 DO0429'FROM THE JUNCTION OF U.S. 283 AND STATE 24 IN THROCKMORTON, TEXAS. 125
 DO0429'FEET WEST OF A T-FENCE CORNER EAST, 110 FEET NORTH OF A SMALL CONCRETE
 DO0429'CULVERT, 85 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 DO0429'DISK SET IN A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2351 ***********************************************************************
 CS2351  DESIGNATION -  F 272
 CS2351  PID         -  CS2351
 CS2351  STATE/COUNTY-  TX/PARKER
 CS2351  USGS QUAD   -  GARNER (1979)
 CS2351
 CS2351                         *CURRENT SURVEY CONTROL
 CS2351  ___________________________________________________________________
 CS2351* NAD 83(1986)-  32 50 13.     (N)    097 55 55.     (W)     SCALED    
 CS2351* NAVD 88     -       349.601  (meters)    1146.98   (feet)  ADJUSTED  
 CS2351  ___________________________________________________________________
 CS2351  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CS2351  DYNAMIC HT  -         349.173 (meters)    1145.58  (feet)  COMP
 CS2351  MODELED GRAV-     979,404.4   (mgal)                       NAVD 88
 CS2351
 CS2351  VERT ORDER  -  SECOND    CLASS 0
 CS2351
 CS2351.The horizontal coordinates were scaled from a topographic map and have
 CS2351.an estimated accuracy of +/- 6 seconds.
 CS2351
 CS2351.The orthometric height was determined by differential leveling
 CS2351.and adjusted by the National Geodetic Survey in June 1991..
 CS2351
 CS2351.The geoid height was determined by GEOID03.
 CS2351
 CS2351.The dynamic height is computed by dividing the NAVD 88
 CS2351.geopotential number by the normal gravity value computed on the
 CS2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2351.degrees latitude (g = 980.6199 gals.).
 CS2351
 CS2351.The modeled gravity was interpolated from observed gravity values.
 CS2351
 CS2351;                    North         East    Units  Estimated Accuracy
 CS2351;SPC TXNC     - 2,129,920.      653,180.      MT  (+/- 180 meters Scaled)
 CS2351
 CS2351                          SUPERSEDED SURVEY CONTROL
 CS2351
 CS2351  NGVD 29 (??/??/92)  349.497  (m)         1146.64   (f) ADJ UNCH    2 0
 CS2351
 CS2351.Superseded values are not recommended for survey control.
 CS2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2351.See file dsdata.txt to determine how the superseded data were derived.
 CS2351
 CS2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB999337(NAD 83)
 CS2351_MARKER: DB = BENCH MARK DISK
 CS2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2351_STAMPING: F 272 1934 1146.691
 CS2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2351+STABILITY: SURFACE MOTION
 CS2351
 CS2351  HISTORY     - Date     Condition        Report By
 CS2351  HISTORY     - 1934     MONUMENTED       CGS
 CS2351  HISTORY     - 1952     GOOD             NGS
 CS2351  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2351
 CS2351                          STATION DESCRIPTION
 CS2351
 CS2351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2351'3.0 MI E FROM GARNER.
 CS2351'ABOUT 3 MILES EAST ALONG THE WEATHERFORD, MINERAL WELLS AND
 CS2351'NORTHWESTERN RAILWAY FROM THE DEPOT IN THE VILLAGE OF GARNER, 80 FEET
 CS2351'SOUTHEAST OF MILEPOST 10, 45 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 CS2351'TRACKS, 10 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 75 YARDS
 CS2351'WEST OF AN OLD ROAD CROSSING.  IT IS ABOUT 0.2 MILE SOUTH, SOUTH WEST
 CS2351'OF A HOUSE ON THE NORTH SIDE OF THE OLD ROAD.  ABOUT LEVEL WITH THE
 CS2351'TRACKS, A DISK IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.  NOTE--
 CS2351'BEST REACHED FROM WEATHERFORD BY GOING NORTH ON THE HIGHWAY 00.7
 CS2351'MILES.  THEN TURN LEFT AND GO WEST AND NORTH ON F.M. NO. 920, ABOUT
 CS2351'4.5 MILES.  THEN TAKE THE LEFT FORK AND CONTINUE 1.8 MILES.  TAKE THE
 CS2351'LEFT FORK AND CONTINUE NORTHWEST 1.3 MILES.  AGAIN TAKE THE LEFT FORK
 CS2351'AND GO WEST 1.5 MILES TO THE END OF THE ROAD AT A FARM HOUSE ON THE
 CS2351'RIGHT.  TURN LEFT AND GO SOUTH 0.2 MILE TO THE OLD CROSSING AND THE
 CS2351'MARK AS DESCRIBED.
 CS2351
 CS2351                          STATION RECOVERY (2004)
 CS2351
 CS2351'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0290 ***********************************************************************
 CT0290  DESIGNATION -  F 273
 CT0290  PID         -  CT0290
 CT0290  STATE/COUNTY-  TX/STEPHENS
 CT0290  USGS QUAD   -  NECESSITY (1967)
 CT0290
 CT0290                         *CURRENT SURVEY CONTROL
 CT0290  ___________________________________________________________________
 CT0290* NAD 83(1986)-  32 44 15.     (N)    098 47 29.     (W)     SCALED    
 CT0290* NAVD 88     -       402.299  (meters)    1319.88   (feet)  ADJUSTED  
 CT0290  ___________________________________________________________________
 CT0290  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CT0290  DYNAMIC HT  -         401.796 (meters)    1318.23  (feet)  COMP
 CT0290  MODELED GRAV-     979,376.7   (mgal)                       NAVD 88
 CT0290
 CT0290  VERT ORDER  -  SECOND    CLASS 0
 CT0290
 CT0290.The horizontal coordinates were scaled from a topographic map and have
 CT0290.an estimated accuracy of +/- 6 seconds.
 CT0290
 CT0290.The orthometric height was determined by differential leveling
 CT0290.and adjusted by the National Geodetic Survey in June 1991..
 CT0290
 CT0290.The geoid height was determined by GEOID03.
 CT0290
 CT0290.The dynamic height is computed by dividing the NAVD 88
 CT0290.geopotential number by the normal gravity value computed on the
 CT0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0290.degrees latitude (g = 980.6199 gals.).
 CT0290
 CT0290.The modeled gravity was interpolated from observed gravity values.
 CT0290
 CT0290;                    North         East    Units  Estimated Accuracy
 CT0290;SPC TXNC     - 2,118,780.      572,690.      MT  (+/- 180 meters Scaled)
 CT0290
 CT0290                          SUPERSEDED SURVEY CONTROL
 CT0290
 CT0290  NGVD 29 (??/??/92)  402.196  (m)         1319.54   (f) ADJ UNCH    2 0
 CT0290
 CT0290.Superseded values are not recommended for survey control.
 CT0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0290.See file dsdata.txt to determine how the superseded data were derived.
 CT0290
 CT0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB195222(NAD 83)
 CT0290_MARKER: DB = BENCH MARK DISK
 CT0290_SETTING: 66 = SET IN ROCK OUTCROP
 CT0290_SP_SET: ROCK OUTCROP
 CT0290_STAMPING: F 273 1934
 CT0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0290+STABILITY: POSITION/ELEVATION WELL
 CT0290
 CT0290  HISTORY     - Date     Condition        Report By
 CT0290  HISTORY     - 1934     MONUMENTED       CGS
 CT0290  HISTORY     - 1957     GOOD             NGS
 CT0290
 CT0290                          STATION DESCRIPTION
 CT0290
 CT0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0290'6.6 MI E FROM BRECKENRIDGE.
 CT0290'6.6 MILES EAST ALONG U.S. HIGHWAY 180 FROM BRECKENRIDGE, STEPHENS
 CT0290'COUNTY, 80 FEET SOUTHEAST OF A CONCRETE CULVERT, 68 FEET SOUTH OF THE
 CT0290'CENTERLINE OF THE HIGHWAY, 12 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 CT0290'AND IN THE TOP OF A ROCK OUTCROP MARKED WITH A PYRAMID OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0243 ***********************************************************************
 CT0243  DESIGNATION -  F 274
 CT0243  PID         -  CT0243
 CT0243  STATE/COUNTY-  TX/COMANCHE
 CT0243  USGS QUAD   -  SIPE SPRINGS (1987)
 CT0243
 CT0243                         *CURRENT SURVEY CONTROL
 CT0243  ___________________________________________________________________
 CT0243* NAD 83(1986)-  32 06 05.     (N)    098 48 27.     (W)     SCALED    
 CT0243* NAVD 88     -       450.012  (meters)    1476.41   (feet)  ADJUSTED  
 CT0243  ___________________________________________________________________
 CT0243  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CT0243  DYNAMIC HT  -         449.432 (meters)    1474.51  (feet)  COMP
 CT0243  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 CT0243
 CT0243  VERT ORDER  -  SECOND    CLASS 0
 CT0243
 CT0243.The horizontal coordinates were scaled from a topographic map and have
 CT0243.an estimated accuracy of +/- 6 seconds.
 CT0243
 CT0243.The orthometric height was determined by differential leveling
 CT0243.and adjusted by the National Geodetic Survey in June 1991..
 CT0243
 CT0243.The geoid height was determined by GEOID03.
 CT0243
 CT0243.The dynamic height is computed by dividing the NAVD 88
 CT0243.geopotential number by the normal gravity value computed on the
 CT0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0243.degrees latitude (g = 980.6199 gals.).
 CT0243
 CT0243.The modeled gravity was interpolated from observed gravity values.
 CT0243
 CT0243;                    North         East    Units  Estimated Accuracy
 CT0243;SPC TX C     - 3,270,910.      844,030.      MT  (+/- 180 meters Scaled)
 CT0243
 CT0243                          SUPERSEDED SURVEY CONTROL
 CT0243
 CT0243  NGVD 29 (??/??/92)  449.901  (m)         1476.05   (f) ADJ UNCH    2 0
 CT0243
 CT0243.Superseded values are not recommended for survey control.
 CT0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0243.See file dsdata.txt to determine how the superseded data were derived.
 CT0243
 CT0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA181516(NAD 83)
 CT0243_MARKER: DB = BENCH MARK DISK
 CT0243_SETTING: 66 = SET IN ROCK OUTCROP
 CT0243_SP_SET: ROCK OUTCROP
 CT0243_STAMPING: F 274 1934
 CT0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0243+STABILITY: POSITION/ELEVATION WELL
 CT0243
 CT0243  HISTORY     - Date     Condition        Report By
 CT0243  HISTORY     - 1934     MONUMENTED       CGS
 CT0243  HISTORY     - 1966     MARK NOT FOUND   USGS
 CT0243
 CT0243                          STATION DESCRIPTION
 CT0243
 CT0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0243'1.8 MI NW FROM SIPE SPRINGS.
 CT0243'1.8 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0243'FROM THE STATION AT SIPE SPRINGS, COMANCHE COUNTY, 0.2 MILE WEST OF
 CT0243'MILEPOST 18, 75 FEET NORTHWEST OF THE CENTER OF A DIM ROAD CROSSING,
 CT0243'AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED F 274
 CT0243'1934.
 CT0243
 CT0243                          STATION RECOVERY (1966)
 CT0243
 CT0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CT0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0412 ***********************************************************************
 CA0412  DESIGNATION -  F 275
 CA0412  PID         -  CA0412
 CA0412  STATE/COUNTY-  TX/COLEMAN
 CA0412  USGS QUAD   -  COLEMAN (1987)
 CA0412
 CA0412                         *CURRENT SURVEY CONTROL
 CA0412  ___________________________________________________________________
 CA0412* NAD 83(1986)-  31 52 06.     (N)    099 23 20.     (W)     SCALED    
 CA0412* NAVD 88     -       505.762  (meters)    1659.32   (feet)  ADJUSTED  
 CA0412  ___________________________________________________________________
 CA0412  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CA0412  DYNAMIC HT  -         505.098 (meters)    1657.14  (feet)  COMP
 CA0412  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 CA0412
 CA0412  VERT ORDER  -  SECOND    CLASS 0
 CA0412
 CA0412.The horizontal coordinates were scaled from a topographic map and have
 CA0412.an estimated accuracy of +/- 6 seconds.
 CA0412
 CA0412.The orthometric height was determined by differential leveling
 CA0412.and adjusted by the National Geodetic Survey in June 1991..
 CA0412
 CA0412.The geoid height was determined by GEOID03.
 CA0412
 CA0412.The dynamic height is computed by dividing the NAVD 88
 CA0412.geopotential number by the normal gravity value computed on the
 CA0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0412.degrees latitude (g = 980.6199 gals.).
 CA0412
 CA0412.The modeled gravity was interpolated from observed gravity values.
 CA0412
 CA0412;                    North         East    Units  Estimated Accuracy
 CA0412;SPC TX C     - 3,244,460.      789,370.      MT  (+/- 180 meters Scaled)
 CA0412
 CA0412                          SUPERSEDED SURVEY CONTROL
 CA0412
 CA0412  NGVD 29 (??/??/92)  505.645  (m)         1658.94   (f) ADJ UNCH    2 0
 CA0412
 CA0412.Superseded values are not recommended for survey control.
 CA0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0412.See file dsdata.txt to determine how the superseded data were derived.
 CA0412
 CA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA632259(NAD 83)
 CA0412_MARKER: DB = BENCH MARK DISK
 CA0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0412_STAMPING: F 275 1934
 CA0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0412+STABILITY: SURFACE MOTION
 CA0412
 CA0412  HISTORY     - Date     Condition        Report By
 CA0412  HISTORY     - 1934     MONUMENTED       CGS
 CA0412  HISTORY     - 1960     MARK NOT FOUND   USGS
 CA0412
 CA0412                          STATION DESCRIPTION
 CA0412
 CA0412'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CA0412'3.5 MI NE FROM COLEMAN.
 CA0412'3.5 MILES NORTHEAST ALONG STATE HIGHWAY 206 FROM COLEMAN, COLEMAN
 CA0412'COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE SOUTHWEST ABUTMENT,
 CA0412'AND 13 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 CA0412'DISK, STAMPED F 275 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0443 ***********************************************************************
 DM0443  DESIGNATION -  F 276
 DM0443  PID         -  DM0443
 DM0443  STATE/COUNTY-  TX/HOPKINS
 DM0443  USGS QUAD   -  DIKE (1965)
 DM0443
 DM0443                         *CURRENT SURVEY CONTROL
 DM0443  ___________________________________________________________________
 DM0443* NAD 83(1986)-  33 10 29.     (N)    095 23 28.     (W)     SCALED    
 DM0443* NAVD 88     -       130.477  (meters)     428.07   (feet)  ADJUSTED  
 DM0443  ___________________________________________________________________
 DM0443  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DM0443  DYNAMIC HT  -         130.334 (meters)     427.60  (feet)  COMP
 DM0443  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 DM0443
 DM0443  VERT ORDER  -  SECOND    CLASS 0
 DM0443
 DM0443.The horizontal coordinates were scaled from a topographic map and have
 DM0443.an estimated accuracy of +/- 6 seconds.
 DM0443
 DM0443.The orthometric height was determined by differential leveling
 DM0443.and adjusted by the National Geodetic Survey in June 1991..
 DM0443
 DM0443.The geoid height was determined by GEOID03.
 DM0443
 DM0443.The dynamic height is computed by dividing the NAVD 88
 DM0443.geopotential number by the normal gravity value computed on the
 DM0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0443.degrees latitude (g = 980.6199 gals.).
 DM0443
 DM0443.The modeled gravity was interpolated from observed gravity values.
 DM0443
 DM0443;                    North         East    Units  Estimated Accuracy
 DM0443;SPC TXNC     - 2,171,520.      889,880.      MT  (+/- 180 meters Scaled)
 DM0443
 DM0443                          SUPERSEDED SURVEY CONTROL
 DM0443
 DM0443  NGVD 29 (??/??/92)  130.481  (m)          428.09   (f) ADJ UNCH    2 0
 DM0443
 DM0443.Superseded values are not recommended for survey control.
 DM0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0443.See file dsdata.txt to determine how the superseded data were derived.
 DM0443
 DM0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS770732(NAD 83)
 DM0443_MARKER: DB = BENCH MARK DISK
 DM0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0443_SP_SET: ABUTMENT
 DM0443_STAMPING: F 276 1934
 DM0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0443
 DM0443  HISTORY     - Date     Condition        Report By
 DM0443  HISTORY     - 1934     MONUMENTED       CGS
 DM0443  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 DM0443
 DM0443                          STATION DESCRIPTION
 DM0443
 DM0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0443'1.3 MI NE FROM WEAVER.
 DM0443'1.3 MI NE OF AND ALONG THE ST. L AND SW R R.  APPROXIMATELY 60 YARDS E
 DM0443'OF MILE POST 505/15.  10 FEET S OF CENTER OF TRACK.  DISK SET
 DM0443'HORIZONTALLY IN E CONCRETE ABUTMENT OF STEEL BRIDGE NO. 55.
 DM0443
 DM0443                          STATION RECOVERY (1995)
 DM0443
 DM0443'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0090 ***********************************************************************
 BY0090  DESIGNATION -  F 277
 BY0090  PID         -  BY0090
 BY0090  STATE/COUNTY-  TX/PANOLA
 BY0090  USGS QUAD   -  TENAHA WEST (1984)
 BY0090
 BY0090                         *CURRENT SURVEY CONTROL
 BY0090  ___________________________________________________________________
 BY0090* NAD 83(1986)-  31 58 52.     (N)    094 19 13.     (W)     SCALED    
 BY0090* NAVD 88     -       102.384  (meters)     335.90   (feet)  ADJUSTED  
 BY0090  ___________________________________________________________________
 BY0090  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY0090  DYNAMIC HT  -         102.263 (meters)     335.51  (feet)  COMP
 BY0090  MODELED GRAV-     979,452.7   (mgal)                       NAVD 88
 BY0090
 BY0090  VERT ORDER  -  SECOND    CLASS 0
 BY0090
 BY0090.The horizontal coordinates were scaled from a topographic map and have
 BY0090.an estimated accuracy of +/- 6 seconds.
 BY0090
 BY0090.The orthometric height was determined by differential leveling
 BY0090.and adjusted by the National Geodetic Survey in June 1991..
 BY0090
 BY0090.The geoid height was determined by GEOID03.
 BY0090
 BY0090.The dynamic height is computed by dividing the NAVD 88
 BY0090.geopotential number by the normal gravity value computed on the
 BY0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0090.degrees latitude (g = 980.6199 gals.).
 BY0090
 BY0090.The modeled gravity was interpolated from observed gravity values.
 BY0090
 BY0090;                    North         East    Units  Estimated Accuracy
 BY0090;SPC TXNC     - 2,042,730.      994,950.      MT  (+/- 180 meters Scaled)
 BY0090
 BY0090                          SUPERSEDED SURVEY CONTROL
 BY0090
 BY0090  NGVD 29 (??/??/92)  102.412  (m)          336.00   (f) ADJ UNCH    2 0
 BY0090
 BY0090.Superseded values are not recommended for survey control.
 BY0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0090.See file dsdata.txt to determine how the superseded data were derived.
 BY0090
 BY0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR752391(NAD 83)
 BY0090_MARKER: DB = BENCH MARK DISK
 BY0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0090_STAMPING: F 277 1934
 BY0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0090+STABILITY: SURFACE MOTION
 BY0090
 BY0090  HISTORY     - Date     Condition        Report By
 BY0090  HISTORY     - 1934     MONUMENTED       CGS
 BY0090  HISTORY     - 1980     MARK NOT FOUND   USGS
 BY0090
 BY0090                          STATION DESCRIPTION
 BY0090
 BY0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0090'4.4 MI SE FROM GARY.
 BY0090'4.4 MI SE OF AND ALONG THE S F R R 50 YARDS E OF MILE POST 157.  40
 BY0090'YARDS E OF CENTER OF TRACK.  3 FEET NE OF R/W FENCE.
 BY0090
 BY0090                          STATION RECOVERY (1980)
 BY0090
 BY0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0090'AREA WAS SEARCHED AND MARK WAS NOT FOUND. LOCATON IS COVERED WITH
 BY0090'BRIAR SAND HEAVY GROWTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0205 ***********************************************************************
 CR0205  DESIGNATION -  F 278
 CR0205  PID         -  CR0205
 CR0205  STATE/COUNTY-  TX/HARRISON
 CR0205  USGS QUAD   -  LAKEPORT (1983)
 CR0205
 CR0205                         *CURRENT SURVEY CONTROL
 CR0205  ___________________________________________________________________
 CR0205* NAD 83(1986)-  32 26 20.     (N)    094 40 08.     (W)     SCALED    
 CR0205* NAVD 88     -        85.218  (meters)     279.59   (feet)  ADJUSTED  
 CR0205  ___________________________________________________________________
 CR0205  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR0205  DYNAMIC HT  -          85.120 (meters)     279.26  (feet)  COMP
 CR0205  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 CR0205
 CR0205  VERT ORDER  -  SECOND    CLASS 0
 CR0205
 CR0205.The horizontal coordinates were scaled from a topographic map and have
 CR0205.an estimated accuracy of +/- 6 seconds.
 CR0205
 CR0205.The orthometric height was determined by differential leveling
 CR0205.and adjusted by the National Geodetic Survey in June 1991..
 CR0205
 CR0205.The geoid height was determined by GEOID03.
 CR0205
 CR0205.The dynamic height is computed by dividing the NAVD 88
 CR0205.geopotential number by the normal gravity value computed on the
 CR0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0205.degrees latitude (g = 980.6199 gals.).
 CR0205
 CR0205.The modeled gravity was interpolated from observed gravity values.
 CR0205
 CR0205;                    North         East    Units  Estimated Accuracy
 CR0205;SPC TXNC     - 2,092,200.      960,170.      MT  (+/- 180 meters Scaled)
 CR0205
 CR0205                          SUPERSEDED SURVEY CONTROL
 CR0205
 CR0205  NGVD 29 (??/??/92)   85.252  (m)          279.70   (f) ADJ UNCH    2 0
 CR0205
 CR0205.Superseded values are not recommended for survey control.
 CR0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0205.See file dsdata.txt to determine how the superseded data were derived.
 CR0205
 CR0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR431903(NAD 83)
 CR0205_MARKER: DB = BENCH MARK DISK
 CR0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0205_STAMPING: F 278 1934
 CR0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0205+STABILITY: SURFACE MOTION
 CR0205
 CR0205  HISTORY     - Date     Condition        Report By
 CR0205  HISTORY     - 1934     MONUMENTED       CGS
 CR0205  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0205
 CR0205                          STATION DESCRIPTION
 CR0205
 CR0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0205'5.7 MI SE FROM LONGVIEW.
 CR0205'5.7 MI SE OF AND ALONG THE S F R R 200 YARDS SE OF MILE POST 202.  18
 CR0205'FEET SW OF CENTER OF TRACK.
 CR0205
 CR0205                          STATION RECOVERY (1977)
 CR0205
 CR0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0519 ***********************************************************************
 DO0519  DESIGNATION -  F 280
 DO0519  PID         -  DO0519
 DO0519  STATE/COUNTY-  TX/HASKELL
 DO0519  USGS QUAD   -  HASKELL (1966)
 DO0519
 DO0519                         *CURRENT SURVEY CONTROL
 DO0519  ___________________________________________________________________
 DO0519* NAD 83(1986)-  33 09 21.     (N)    099 43 59.     (W)     SCALED    
 DO0519* NAVD 88     -       481.858  (meters)    1580.90   (feet)  ADJUSTED  
 DO0519  ___________________________________________________________________
 DO0519  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DO0519  DYNAMIC HT  -         481.257 (meters)    1578.92  (feet)  COMP
 DO0519  MODELED GRAV-     979,377.2   (mgal)                       NAVD 88
 DO0519
 DO0519  VERT ORDER  -  SECOND    CLASS 0
 DO0519
 DO0519.The horizontal coordinates were scaled from a topographic map and have
 DO0519.an estimated accuracy of +/- 6 seconds.
 DO0519
 DO0519.The orthometric height was determined by differential leveling
 DO0519.and adjusted by the National Geodetic Survey in June 1991..
 DO0519
 DO0519.The geoid height was determined by GEOID03.
 DO0519
 DO0519.The dynamic height is computed by dividing the NAVD 88
 DO0519.geopotential number by the normal gravity value computed on the
 DO0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0519.degrees latitude (g = 980.6199 gals.).
 DO0519
 DO0519.The modeled gravity was interpolated from observed gravity values.
 DO0519
 DO0519;                    North         East    Units  Estimated Accuracy
 DO0519;SPC TXNC     - 2,165,810.      484,990.      MT  (+/- 180 meters Scaled)
 DO0519
 DO0519                          SUPERSEDED SURVEY CONTROL
 DO0519
 DO0519  NGVD 29 (??/??/92)  481.689  (m)         1580.34   (f) ADJ UNCH    2 0
 DO0519
 DO0519.Superseded values are not recommended for survey control.
 DO0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0519.See file dsdata.txt to determine how the superseded data were derived.
 DO0519
 DO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB316688(NAD 83)
 DO0519_MARKER: DB = BENCH MARK DISK
 DO0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0519_SP_SET: FOUNDATION
 DO0519_STAMPING: F 280 1934
 DO0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0519
 DO0519  HISTORY     - Date     Condition        Report By
 DO0519  HISTORY     - 1934     MONUMENTED       CGS
 DO0519  HISTORY     - 1982     GOOD             NGS
 DO0519
 DO0519                          STATION DESCRIPTION
 DO0519
 DO0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0519'IN HASKELL.
 DO0519'AT HASKELL DISK SET HORIZONTALLY IN THE NE CORNER PIER OF THE CITY
 DO0519'WATER TOWER IN HASKELL.
 DO0519
 DO0519                          STATION RECOVERY (1982)
 DO0519
 DO0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DO0519'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0309 ***********************************************************************
 CA0309  DESIGNATION -  F 282
 CA0309  PID         -  CA0309
 CA0309  STATE/COUNTY-  TX/COMANCHE
 CA0309  USGS QUAD   -  COMANCHE (1969)
 CA0309
 CA0309                         *CURRENT SURVEY CONTROL
 CA0309  ___________________________________________________________________
 CA0309* NAD 83(1986)-  31 53 48.     (N)    098 35 01.     (W)     SCALED    
 CA0309* NAVD 88     -       409.773  (meters)    1344.40   (feet)  ADJUSTED  
 CA0309  ___________________________________________________________________
 CA0309  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CA0309  DYNAMIC HT  -         409.246 (meters)    1342.67  (feet)  COMP
 CA0309  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 CA0309
 CA0309  VERT ORDER  -  SECOND    CLASS 0
 CA0309
 CA0309.The horizontal coordinates were scaled from a topographic map and have
 CA0309.an estimated accuracy of +/- 6 seconds.
 CA0309
 CA0309.The orthometric height was determined by differential leveling
 CA0309.and adjusted by the National Geodetic Survey in June 1991..
 CA0309
 CA0309.The geoid height was determined by GEOID03.
 CA0309
 CA0309.The dynamic height is computed by dividing the NAVD 88
 CA0309.geopotential number by the normal gravity value computed on the
 CA0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0309.degrees latitude (g = 980.6199 gals.).
 CA0309
 CA0309.The modeled gravity was interpolated from observed gravity values.
 CA0309
 CA0309;                    North         East    Units  Estimated Accuracy
 CA0309;SPC TX C     - 3,248,520.      865,520.      MT  (+/- 180 meters Scaled)
 CA0309
 CA0309                          SUPERSEDED SURVEY CONTROL
 CA0309
 CA0309  NGVD 29 (??/??/92)  409.693  (m)         1344.13   (f) ADJ UNCH    2 0
 CA0309
 CA0309.Superseded values are not recommended for survey control.
 CA0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0309.See file dsdata.txt to determine how the superseded data were derived.
 CA0309
 CA0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA393290(NAD 83)
 CA0309_MARKER: DB = BENCH MARK DISK
 CA0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0309_STAMPING: F 282 1934
 CA0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0309+STABILITY: SURFACE MOTION
 CA0309
 CA0309  HISTORY     - Date     Condition        Report By
 CA0309  HISTORY     - 1934     MONUMENTED       CGS
 CA0309  HISTORY     - 1966     GOOD             NGS
 CA0309  HISTORY     - 1969     MARK NOT FOUND   USGS
 CA0309
 CA0309                          STATION DESCRIPTION
 CA0309
 CA0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CA0309'1.0 MI E FROM COMANCHE.
 CA0309'ABOUT 1.0 MILE EAST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY FROM
 CA0309'THE STATION AT COMANCHE, COMANCHE COUNTY, AT THE CROSSING OF STATE
 CA0309'HIGHWAY 36, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 CA0309'NORTH OF THE CENTER LINE OF THE TRACK, AND 7 FEET SOUTHEAST OF A
 CA0309'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED F 282 1934 AND
 CA0309'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY RIGHT-OF-WAY
 CA0309'HAS CHANGED AND AN OVERPASS BUILT.  ORIGINAL MEASUREMENTS PUT THE MARK
 CA0309'TO BE WHERE EXCAVATION WAS MADE DURING RECONSTRUCTION OF THE HIGHWAY.
 CA0309
 CA0309                          STATION RECOVERY (1969)
 CA0309
 CA0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0124 ***********************************************************************
 CT0124  DESIGNATION -  F 283
 CT0124  PID         -  CT0124
 CT0124  STATE/COUNTY-  TX/ERATH
 CT0124  USGS QUAD   -  BLUFF DALE (1979)
 CT0124
 CT0124                         *CURRENT SURVEY CONTROL
 CT0124  ___________________________________________________________________
 CT0124* NAD 83(1986)-  32 18 44.     (N)    098 07 19.     (W)     SCALED    
 CT0124* NAVD 88     -       322.711  (meters)    1058.76   (feet)  ADJUSTED  
 CT0124  ___________________________________________________________________
 CT0124  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CT0124  DYNAMIC HT  -         322.306 (meters)    1057.43  (feet)  COMP
 CT0124  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 CT0124
 CT0124  VERT ORDER  -  SECOND    CLASS 0
 CT0124
 CT0124.The horizontal coordinates were scaled from a topographic map and have
 CT0124.an estimated accuracy of +/- 6 seconds.
 CT0124
 CT0124.The orthometric height was determined by differential leveling
 CT0124.and adjusted by the National Geodetic Survey in June 1991..
 CT0124
 CT0124.The geoid height was determined by GEOID03.
 CT0124
 CT0124.The dynamic height is computed by dividing the NAVD 88
 CT0124.geopotential number by the normal gravity value computed on the
 CT0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0124.degrees latitude (g = 980.6199 gals.).
 CT0124
 CT0124.The modeled gravity was interpolated from observed gravity values.
 CT0124
 CT0124;                    North         East    Units  Estimated Accuracy
 CT0124;SPC TXNC     - 2,071,650.      635,600.      MT  (+/- 180 meters Scaled)
 CT0124
 CT0124                          SUPERSEDED SURVEY CONTROL
 CT0124
 CT0124  NGVD 29 (??/??/92)  322.633  (m)         1058.51   (f) ADJ UNCH    2 0
 CT0124
 CT0124.Superseded values are not recommended for survey control.
 CT0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0124.See file dsdata.txt to determine how the superseded data were derived.
 CT0124
 CT0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA826753(NAD 83)
 CT0124_MARKER: DB = BENCH MARK DISK
 CT0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0124_STAMPING: F 283 1934
 CT0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0124+STABILITY: SURFACE MOTION
 CT0124
 CT0124  HISTORY     - Date     Condition        Report By
 CT0124  HISTORY     - 1934     MONUMENTED       CGS
 CT0124  HISTORY     - 1966     GOOD             NGS
 CT0124  HISTORY     - 19950408 POOR             USPSQD
 CT0124  HISTORY     - 20060408 MARK NOT FOUND   JCLS
 CT0124
 CT0124                          STATION DESCRIPTION
 CT0124
 CT0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0124'7.0 MI SW FROM BLUFFDALE.
 CT0124'ABOUT 7.0 MILES SOUTHWEST ALONG THE A. T. AND SANTA FE RAILWAY FROM A
 CT0124'RAILROAD SIGN POST WHERE THE OLD DEPOT USE TO BE IN BLUFFDALE.  TO
 CT0124'REACH FROM THE POST OFFICE IN BLUFFDALE, GO WEST ON U. S. HIGHWAY 377
 CT0124'FOR 5.2 MILES TO A SIDE ROAD.  TURN RIGHT, GO NORTH AND WEST 1.05
 CT0124'MILES TO A T-ROAD.  TURN LEFT, GO SOUTH AND WEST 1.0 MILE TO SITE OF
 CT0124'MARK, 40 FEET SOUTH OF THE SOUTH RAILROAD TRACK AND ABOUT THE SAME
 CT0124'ELEVATION AS THE TRACKS, 110 FEET SOUTHWEST OF THE PAINTED TELEGRAPH
 CT0124'POLE AT MILE POST 62, AND 1 FOOT NORTH OF A METAL WITNESS POST.  A C
 CT0124'AND GS DISK SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS ABOUT 4
 CT0124'INCHES ABOVE THE SURFACE OF GROUND.
 CT0124
 CT0124                          STATION RECOVERY (1995)
 CT0124
 CT0124'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0124'MARK RECOVERED IN POOR CONDITION.
 CT0124
 CT0124                          STATION RECOVERY (2006)
 CT0124
 CT0124'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 CT0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0156 ***********************************************************************
 CT0156  DESIGNATION -  F 284
 CT0156  PID         -  CT0156
 CT0156  STATE/COUNTY-  TX/ERATH
 CT0156  USGS QUAD   -  HUCKABAY (1979)
 CT0156
 CT0156                         *CURRENT SURVEY CONTROL
 CT0156  ___________________________________________________________________
 CT0156* NAD 83(1986)-  32 17 28.     (N)    098 15 02.     (W)     SCALED    
 CT0156* NAVD 88     -       408.113  (meters)    1338.95   (feet)  ADJUSTED  
 CT0156  ___________________________________________________________________
 CT0156  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CT0156  DYNAMIC HT  -         407.593 (meters)    1337.24  (feet)  COMP
 CT0156  MODELED GRAV-     979,352.3   (mgal)                       NAVD 88
 CT0156
 CT0156  VERT ORDER  -  SECOND    CLASS 0
 CT0156
 CT0156.The horizontal coordinates were scaled from a topographic map and have
 CT0156.an estimated accuracy of +/- 6 seconds.
 CT0156
 CT0156.The orthometric height was determined by differential leveling
 CT0156.and adjusted by the National Geodetic Survey in June 1991..
 CT0156
 CT0156.The geoid height was determined by GEOID03.
 CT0156
 CT0156.The dynamic height is computed by dividing the NAVD 88
 CT0156.geopotential number by the normal gravity value computed on the
 CT0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0156.degrees latitude (g = 980.6199 gals.).
 CT0156
 CT0156.The modeled gravity was interpolated from observed gravity values.
 CT0156
 CT0156;                    North         East    Units  Estimated Accuracy
 CT0156;SPC TXNC     - 2,069,270.      623,500.      MT  (+/- 180 meters Scaled)
 CT0156
 CT0156                          SUPERSEDED SURVEY CONTROL
 CT0156
 CT0156  NGVD 29 (??/??/92)  408.004  (m)         1338.59   (f) ADJ UNCH    2 0
 CT0156
 CT0156.Superseded values are not recommended for survey control.
 CT0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0156.See file dsdata.txt to determine how the superseded data were derived.
 CT0156
 CT0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA705729(NAD 83)
 CT0156_MARKER: DB = BENCH MARK DISK
 CT0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0156_STAMPING: F 284 1934
 CT0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0156+STABILITY: SURFACE MOTION
 CT0156
 CT0156  HISTORY     - Date     Condition        Report By
 CT0156  HISTORY     - 1934     MONUMENTED       CGS
 CT0156  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 CT0156
 CT0156                          STATION DESCRIPTION
 CT0156
 CT0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0156'5.8 MI N FROM STEPHENVILLE.
 CT0156'5.8 MI N OF AND ALONG STATE HWY 108 IN A FENCE CORNER ABOUT 170 YARDS
 CT0156'SW OF A SCHOOL BUILDING.  37 FEET E OF CENTER OF HIGHWAY.  2 FEET E OF
 CT0156'R/W FENCE.
 CT0156
 CT0156                          STATION RECOVERY (1949)
 CT0156
 CT0156'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 CT0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0073 ***********************************************************************
 CA0073  DESIGNATION -  F 285
 CA0073  PID         -  CA0073
 CA0073  STATE/COUNTY-  TX/HAMILTON
 CA0073  USGS QUAD   -  SHIVE (1979)
 CA0073
 CA0073                         *CURRENT SURVEY CONTROL
 CA0073  ___________________________________________________________________
 CA0073* NAD 83(1986)-  31 31 55.     (N)    098 09 06.     (W)     SCALED    
 CA0073* NAVD 88     -       394.577  (meters)    1294.54   (feet)  ADJUSTED  
 CA0073  ___________________________________________________________________
 CA0073  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CA0073  DYNAMIC HT  -         394.059 (meters)    1292.84  (feet)  COMP
 CA0073  MODELED GRAV-     979,316.1   (mgal)                       NAVD 88
 CA0073
 CA0073  VERT ORDER  -  SECOND    CLASS 0
 CA0073
 CA0073.The horizontal coordinates were scaled from a topographic map and have
 CA0073.an estimated accuracy of +/- 6 seconds.
 CA0073
 CA0073.The orthometric height was determined by differential leveling
 CA0073.and adjusted by the National Geodetic Survey in June 1991..
 CA0073
 CA0073.The geoid height was determined by GEOID03.
 CA0073
 CA0073.The dynamic height is computed by dividing the NAVD 88
 CA0073.geopotential number by the normal gravity value computed on the
 CA0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0073.degrees latitude (g = 980.6199 gals.).
 CA0073
 CA0073.The modeled gravity was interpolated from observed gravity values.
 CA0073
 CA0073;                    North         East    Units  Estimated Accuracy
 CA0073;SPC TX C     - 3,208,810.      907,160.      MT  (+/- 180 meters Scaled)
 CA0073
 CA0073                          SUPERSEDED SURVEY CONTROL
 CA0073
 CA0073  NGVD 29 (??/??/92)  394.484  (m)         1294.24   (f) ADJ UNCH    2 0
 CA0073
 CA0073.Superseded values are not recommended for survey control.
 CA0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0073.See file dsdata.txt to determine how the superseded data were derived.
 CA0073
 CA0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV805888(NAD 83)
 CA0073_MARKER: DB = BENCH MARK DISK
 CA0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0073_STAMPING: F 285 1934
 CA0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0073+STABILITY: SURFACE MOTION
 CA0073
 CA0073  HISTORY     - Date     Condition        Report By
 CA0073  HISTORY     - 1934     MONUMENTED       CGS
 CA0073
 CA0073                          STATION DESCRIPTION
 CA0073
 CA0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0073'4.2 MI N FROM EVANT.
 CA0073'IN HAMILTON COUNTY, 4.2 MILES NORTH ALONG U. S. HIGHWAY 281 FROM A
 CA0073'SCHOOL AT EVANT, CORYELL COUNTY, AT THE JUNCTION OF A ROAD LEADING
 CA0073'SOUTHEAST, 78 FEET NORTH OF THE CNETERLINE OF THE ROAD, 55 FEET EAST
 CA0073'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF THE RIGHT-OF-WAY
 CA0073'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0334 ***********************************************************************
 AZ0334  DESIGNATION -  F 29
 AZ0334  PID         -  AZ0334
 AZ0334  STATE/COUNTY-  TX/TERRELL
 AZ0334  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0334
 AZ0334                         *CURRENT SURVEY CONTROL
 AZ0334  ___________________________________________________________________
 AZ0334* NAD 83(1986)-  29 57 26.     (N)    101 47 21.     (W)     SCALED    
 AZ0334* NAVD 88     -       489.678  (meters)    1606.55   (feet)  POSTED    
 AZ0334  ___________________________________________________________________
 AZ0334  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AZ0334  DYNAMIC HT  -         488.950 (meters)    1604.16  (feet)  COMP
 AZ0334  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 AZ0334
 AZ0334  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0334
 AZ0334.The horizontal coordinates were scaled from a topographic map and have
 AZ0334.an estimated accuracy of +/- 6 seconds.
 AZ0334
 AZ0334.The orthometric height was determined by differential leveling
 AZ0334.and adjusted by the National Geodetic Survey in 1992..
 AZ0334.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0334.rate of 0.0 thru 1.0 mm/km.
 AZ0334
 AZ0334.The geoid height was determined by GEOID03.
 AZ0334
 AZ0334.The dynamic height is computed by dividing the NAVD 88
 AZ0334.geopotential number by the normal gravity value computed on the
 AZ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0334.degrees latitude (g = 980.6199 gals.).
 AZ0334
 AZ0334.The modeled gravity was interpolated from observed gravity values.
 AZ0334
 AZ0334;                    North         East    Units  Estimated Accuracy
 AZ0334;SPC TXSC     - 4,238,600.      330,820.      MT  (+/- 180 meters Scaled)
 AZ0334
 AZ0334                          SUPERSEDED SURVEY CONTROL
 AZ0334
 AZ0334.No superseded survey control is available for this station.
 AZ0334
 AZ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU308173(NAD 83)
 AZ0334_MARKER: DB = BENCH MARK DISK
 AZ0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0334_SP_SET: ABUTMENT
 AZ0334_STAMPING: ELEV. 1606.24 FT. F 29 1917
 AZ0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0334
 AZ0334  HISTORY     - Date     Condition        Report By
 AZ0334  HISTORY     - 1917     MONUMENTED       CGS
 AZ0334  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0334
 AZ0334                          STATION DESCRIPTION
 AZ0334
 AZ0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0334'3.1 MI E FROM LOZIER.
 AZ0334'ABOUT 3.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0334'LOZIER, TERRELL COUNTY, ABOUT 9 POLES EAST OF MILEPOST 468, ON THE
 AZ0334'WEST ABUTMENT OF BRIDGE 467-F, IN THE SECOND COURSE OF MASONRY, AND
 AZ0334'ABOUT 6-1/2 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED ELEV.
 AZ0334'1,606.24 FT. F 29 1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0091 ***********************************************************************
 DO0091  DESIGNATION -  F 290 RESET 1966
 DO0091  PID         -  DO0091
 DO0091  STATE/COUNTY-  TX/ARCHER
 DO0091  USGS QUAD   -  WINDTHORST (1962)
 DO0091
 DO0091                         *CURRENT SURVEY CONTROL
 DO0091  ___________________________________________________________________
 DO0091* NAD 83(1986)-  33 34 29.     (N)    098 26 19.     (W)     SCALED    
 DO0091* NAVD 88     -       327.62   (meters)    1074.9    (feet)  RESET     
 DO0091  ___________________________________________________________________
 DO0091  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DO0091
 DO0091  VERT ORDER  -  THIRD
 DO0091
 DO0091.The horizontal coordinates were scaled from a topographic map and have
 DO0091.an estimated accuracy of +/- 6 seconds.
 DO0091
 DO0091.The orthometric height was computed from unverified reset data.
 DO0091
 DO0091.The geoid height was determined by GEOID03.
 DO0091
 DO0091;                    North         East    Units  Estimated Accuracy
 DO0091;SPC TXNC     - 2,211,590.      605,700.      MT  (+/- 180 meters Scaled)
 DO0091
 DO0091                          SUPERSEDED SURVEY CONTROL
 DO0091
 DO0091.No superseded survey control is available for this station.
 DO0091
 DO0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC521151(NAD 83)
 DO0091_MARKER: DB = BENCH MARK DISK
 DO0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0091_STAMPING: F 290 RESET 1966
 DO0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0091+STABILITY: SURFACE MOTION
 DO0091
 DO0091  HISTORY     - Date     Condition        Report By
 DO0091  HISTORY     - 1966     MONUMENTED       CGS
 DO0091  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO0091
 DO0091                          STATION DESCRIPTION
 DO0091
 DO0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DO0091'IN WINDTHORST.
 DO0091'ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 DO0091'STATE HIGHWAY 25 AND U.S. HIGHWAY 281 (POST OFFICE) IN WINDTHORST,
 DO0091'THENCE 0.15 MILE WEST AND NORTH ALONG A BLACK TOP STREET TO SITE OF
 DO0091'BENCH MARK, ABOUT 150 YARDS NORTHEAST OF THE WINDTHORST HIGH SCHOOL,
 DO0091'ABOUT 100 YARDS SOUTHEAST OF THE CATHOLIC CHURCH, 46 FEET EAST OF THE
 DO0091'CENTER LINE OF THE ROAD, 5 FEET SOUTH OF A TELEPHONE POLE, 50 FEET
 DO0091'NORTH OF A FENCE CORNER, AND 1 FOOT NORTH OF A METAL WITNESS POST.  A
 DO0091'STANDARD DISK SET IN A 12 IN. X 12 IN. CONCRETE POST WHICH PROJECTS 4
 DO0091'INCHES ABOVE THE SURFACE OF GROUND.
 DO0091
 DO0091                          STATION RECOVERY (2001)
 DO0091
 DO0091'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1011 ***********************************************************************
 BZ1011  DESIGNATION -  F 292
 BZ1011  PID         -  BZ1011
 BZ1011  STATE/COUNTY-  TX/BOSQUE
 BZ1011  USGS QUAD   -  MOSHEIM (1979)
 BZ1011
 BZ1011                         *CURRENT SURVEY CONTROL
 BZ1011  ___________________________________________________________________
 BZ1011* NAD 83(1986)-  31 42 28.     (N)    097 32 21.     (W)     SCALED    
 BZ1011* NAVD 88     -       182.503  (meters)     598.76   (feet)  ADJUSTED  
 BZ1011  ___________________________________________________________________
 BZ1011  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BZ1011  DYNAMIC HT  -         182.271 (meters)     598.00  (feet)  COMP
 BZ1011  MODELED GRAV-     979,366.4   (mgal)                       NAVD 88
 BZ1011
 BZ1011  VERT ORDER  -  SECOND    CLASS 0
 BZ1011
 BZ1011.The horizontal coordinates were scaled from a topographic map and have
 BZ1011.an estimated accuracy of +/- 6 seconds.
 BZ1011
 BZ1011.The orthometric height was determined by differential leveling
 BZ1011.and adjusted by the National Geodetic Survey in June 1991..
 BZ1011
 BZ1011.The geoid height was determined by GEOID03.
 BZ1011
 BZ1011.The dynamic height is computed by dividing the NAVD 88
 BZ1011.geopotential number by the normal gravity value computed on the
 BZ1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1011.degrees latitude (g = 980.6199 gals.).
 BZ1011
 BZ1011.The modeled gravity was interpolated from observed gravity values.
 BZ1011
 BZ1011;                    North         East    Units  Estimated Accuracy
 BZ1011;SPC TX C     - 3,229,600.      964,820.      MT  (+/- 180 meters Scaled)
 BZ1011
 BZ1011                          SUPERSEDED SURVEY CONTROL
 BZ1011
 BZ1011  NGVD 29 (??/??/92)  182.469  (m)          598.65   (f) ADJ UNCH    2 0
 BZ1011
 BZ1011.Superseded values are not recommended for survey control.
 BZ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1011.See file dsdata.txt to determine how the superseded data were derived.
 BZ1011
 BZ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA384089(NAD 83)
 BZ1011_MARKER: DB = BENCH MARK DISK
 BZ1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1011_STAMPING: F 292 1934
 BZ1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1011+STABILITY: SURFACE MOTION
 BZ1011
 BZ1011  HISTORY     - Date     Condition        Report By
 BZ1011  HISTORY     - 1934     MONUMENTED       CGS
 BZ1011  HISTORY     - 1966     GOOD             NGS
 BZ1011
 BZ1011                          STATION DESCRIPTION
 BZ1011
 BZ1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1011'5.6 MI N FROM VALLEY MILLS.
 BZ1011'ABOUT 5.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1011'FROM THE STATION AT VALLEY MILLS, BOSQUE COUNTY, ABOUT 400 FEET SOUTH
 BZ1011'OF MILEPOST 265, ABOUT 63 FEET EAST OF THE CENTER LINE OF THE TRACK,
 BZ1011'AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F
 BZ1011'292 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK WAS
 BZ1011'REACHED FROM THE SCHOOL HOUSE IN VALLEY MILLS, BY GOING 5.45 MILES
 BZ1011'NORTHWEST ALONG STATE HIGHWAY 6, THENCE ABOUT 1/2 MILE EAST ACROSS A
 BZ1011'FIELD TO SITE OF MARK, THE MARK IS 4 POLES SOUTH OF MILEPOST 265, AND
 BZ1011'10 FEET SOUTH OF TELEGRAPH POLE NO. 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2142 ***********************************************************************
 CS2142  DESIGNATION -  F 293
 CS2142  PID         -  CS2142
 CS2142  STATE/COUNTY-  TX/JOHNSON
 CS2142  USGS QUAD   -  CLEBURNE WEST (1978)
 CS2142
 CS2142                         *CURRENT SURVEY CONTROL
 CS2142  ___________________________________________________________________
 CS2142* NAD 83(1986)-  32 17 50.     (N)    097 22 46.     (W)     SCALED    
 CS2142* NAVD 88     -       231.978  (meters)     761.08   (feet)  ADJUSTED  
 CS2142  ___________________________________________________________________
 CS2142  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS2142  DYNAMIC HT  -         231.695 (meters)     760.15  (feet)  COMP
 CS2142  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 CS2142
 CS2142  VERT ORDER  -  SECOND    CLASS 0
 CS2142
 CS2142.The horizontal coordinates were scaled from a topographic map and have
 CS2142.an estimated accuracy of +/- 6 seconds.
 CS2142
 CS2142.The orthometric height was determined by differential leveling
 CS2142.and adjusted by the National Geodetic Survey in June 1991..
 CS2142
 CS2142.The geoid height was determined by GEOID03.
 CS2142
 CS2142.The dynamic height is computed by dividing the NAVD 88
 CS2142.geopotential number by the normal gravity value computed on the
 CS2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2142.degrees latitude (g = 980.6199 gals.).
 CS2142
 CS2142.The modeled gravity was interpolated from observed gravity values.
 CS2142
 CS2142;                    North         East    Units  Estimated Accuracy
 CS2142;SPC TXNC     - 2,070,490.      705,540.      MT  (+/- 180 meters Scaled)
 CS2142
 CS2142                          SUPERSEDED SURVEY CONTROL
 CS2142
 CS2142  NGVD 29 (??/??/92)  231.955  (m)          761.01   (f) ADJ UNCH    2 0
 CS2142
 CS2142.Superseded values are not recommended for survey control.
 CS2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2142.See file dsdata.txt to determine how the superseded data were derived.
 CS2142
 CS2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA525745(NAD 83)
 CS2142_MARKER: DB = BENCH MARK DISK
 CS2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2142_STAMPING: F 293 1934
 CS2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2142+STABILITY: SURFACE MOTION
 CS2142
 CS2142  HISTORY     - Date     Condition        Report By
 CS2142  HISTORY     - 1934     MONUMENTED       CGS
 CS2142  HISTORY     - 1966     GOOD             NGS
 CS2142  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 CS2142
 CS2142                          STATION DESCRIPTION
 CS2142
 CS2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2142'3.3 MI S FROM CLEBURNE.
 CS2142'ABOUT 3.3 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 CS2142'FROM THE STATION AT CLEBURNE, JOHNSON COUNTY, ABOUT 80 FEET EAST OF
 CS2142'MILEPOST 314, 42 FEET EAST OF THE MAIN TRACK, AND 2 FEET WEST OF THE
 CS2142'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 293 1934 AND SET IN
 CS2142'THE TOP OF A CONCRETE POST.  NOTE-- TO REACH FROM RIO VISTA, GO 1.6
 CS2142'MILES, EAST AND NORTH, ALONG JOHNSON COUNTY ROAD 1107, THENCE
 CS2142'NORTHERLY 2.9 MILES ALONG A GRAVELED ROAD TO THE SANTA FE RAILROAD,
 CS2142'THENCE 0.9 MILE ALONG THE RAILROAD TRACKS TO SITE OF BENCH MARK, 45
 CS2142'FEET EAST OF THE EAST RAIL, 60 FEET SOUTHEAST OF SIGN POST 314, 62
 CS2142'FEET EAST OF A CONCRETE SIGNAL AND 14 FEET NORTH OF A TELEGRAPH POLE.
 CS2142'A STANDARD DISK SET IN A 6 X 6 IN. CONCRETE POST WHICH PROJECTS ABOUT
 CS2142'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 CS2142
 CS2142                          STATION RECOVERY (1994)
 CS2142
 CS2142'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0739 ***********************************************************************
 CS0739  DESIGNATION -  F 294
 CS0739  PID         -  CS0739
 CS0739  STATE/COUNTY-  TX/ELLIS
 CS0739  USGS QUAD   -  WAXAHACHIE (1978)
 CS0739
 CS0739                         *CURRENT SURVEY CONTROL
 CS0739  ___________________________________________________________________
 CS0739* NAD 83(1986)-  32 23 30.     (N)    096 51 06.     (W)     SCALED    
 CS0739* NAVD 88     -       175.214  (meters)     574.85   (feet)  ADJUSTED  
 CS0739  ___________________________________________________________________
 CS0739  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CS0739  DYNAMIC HT  -         175.007 (meters)     574.17  (feet)  COMP
 CS0739  MODELED GRAV-     979,454.1   (mgal)                       NAVD 88
 CS0739
 CS0739  VERT ORDER  -  SECOND    CLASS 0
 CS0739
 CS0739.The horizontal coordinates were scaled from a topographic map and have
 CS0739.an estimated accuracy of +/- 6 seconds.
 CS0739
 CS0739.The orthometric height was determined by differential leveling
 CS0739.and adjusted by the National Geodetic Survey in June 1991..
 CS0739
 CS0739.The geoid height was determined by GEOID03.
 CS0739
 CS0739.The dynamic height is computed by dividing the NAVD 88
 CS0739.geopotential number by the normal gravity value computed on the
 CS0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0739.degrees latitude (g = 980.6199 gals.).
 CS0739
 CS0739.The modeled gravity was interpolated from observed gravity values.
 CS0739
 CS0739;                    North         East    Units  Estimated Accuracy
 CS0739;SPC TXNC     - 2,081,610.      755,080.      MT  (+/- 180 meters Scaled)
 CS0739
 CS0739                          SUPERSEDED SURVEY CONTROL
 CS0739
 CS0739  NGVD 29 (??/??/92)  175.200  (m)          574.80   (f) ADJ UNCH    2 0
 CS0739
 CS0739.Superseded values are not recommended for survey control.
 CS0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0739.See file dsdata.txt to determine how the superseded data were derived.
 CS0739
 CS0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA020858(NAD 83)
 CS0739_MARKER: DB = BENCH MARK DISK
 CS0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0739_STAMPING: F 294 1934
 CS0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0739+STABILITY: SURFACE MOTION
 CS0739
 CS0739  HISTORY     - Date     Condition        Report By
 CS0739  HISTORY     - 1934     MONUMENTED       CGS
 CS0739  HISTORY     - 1965     GOOD             NGS
 CS0739
 CS0739                          STATION DESCRIPTION
 CS0739
 CS0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS0739'IN WAXAHACHIE.
 CS0739'AT WAXAHACHIE, ELLIS COUNTY, 0.5 MILE WEST ALONG THE TEXAS AND NEW
 CS0739'ORLEANS RAILROAD FROM THE STATION, 90 FEET SOUTHWEST OF MILEPOST 12,
 CS0739'100 FEET EAST OF THE CENTER LINE OF A STREET, 40 FEET SOUTH OF THE
 CS0739'CENTER LINE OF THE TRACK, NEAR A WHITE WOODEN WITNESS POST, AND NEAR A
 CS0739'HACKBERRY TREE.  A STANDARD DISK, STAMPED F 294 1934 AND SET IN THE
 CS0739'TOP OF A CONCRETE POST.  NOTE-- IT IS BELIEVED THE MARK IS UNDER A NEW
 CS0739'CONCRETE STREET OR WAS DESTROYED DURING CONSTRUCTION OF THE STREET. IT
 CS0739'IS SUGGESTED THIS BENCH MARK SHOULD BE CONSIDERED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0541 ***********************************************************************
 DM0541  DESIGNATION -  F 295
 DM0541  PID         -  DM0541
 DM0541  STATE/COUNTY-  TX/FANNIN
 DM0541  USGS QUAD   -  HONEY GROVE (1984)
 DM0541
 DM0541                         *CURRENT SURVEY CONTROL
 DM0541  ___________________________________________________________________
 DM0541* NAD 83(1986)-  33 32 07.     (N)    095 54 54.     (W)     SCALED    
 DM0541* NAVD 88     -       179.517  (meters)     588.97   (feet)  ADJUSTED  
 DM0541  ___________________________________________________________________
 DM0541  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DM0541  DYNAMIC HT  -         179.326 (meters)     588.34  (feet)  COMP
 DM0541  MODELED GRAV-     979,572.9   (mgal)                       NAVD 88
 DM0541
 DM0541  VERT ORDER  -  SECOND    CLASS 0
 DM0541
 DM0541.The horizontal coordinates were scaled from a topographic map and have
 DM0541.an estimated accuracy of +/- 6 seconds.
 DM0541
 DM0541.The orthometric height was determined by differential leveling
 DM0541.and adjusted by the National Geodetic Survey in June 1991..
 DM0541
 DM0541.The geoid height was determined by GEOID03.
 DM0541
 DM0541.The dynamic height is computed by dividing the NAVD 88
 DM0541.geopotential number by the normal gravity value computed on the
 DM0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0541.degrees latitude (g = 980.6199 gals.).
 DM0541
 DM0541.The modeled gravity was interpolated from observed gravity values.
 DM0541
 DM0541;                    North         East    Units  Estimated Accuracy
 DM0541;SPC TXNC     - 2,210,170.      840,060.      MT  (+/- 180 meters Scaled)
 DM0541
 DM0541                          SUPERSEDED SURVEY CONTROL
 DM0541
 DM0541  NGVD 29 (??/??/92)  179.50   (m)          588.9    (f) COMPUTED    2 0
 DM0541
 DM0541.Superseded values are not recommended for survey control.
 DM0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0541.See file dsdata.txt to determine how the superseded data were derived.
 DM0541
 DM0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT293144(NAD 83)
 DM0541_MARKER: DB = BENCH MARK DISK
 DM0541_SETTING: 66 = SET IN ROCK OUTCROP
 DM0541_SP_SET: LIMESTONE OUTCROP
 DM0541_STAMPING: F 295 1934
 DM0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM0541+STABILITY: POSITION/ELEVATION WELL
 DM0541
 DM0541  HISTORY     - Date     Condition        Report By
 DM0541  HISTORY     - 1934     MONUMENTED       CGS
 DM0541  HISTORY     - 19940402 MARK NOT FOUND   USPSQD
 DM0541
 DM0541                          STATION DESCRIPTION
 DM0541
 DM0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0541'3.2 MI S FROM HONEY GROVE.
 DM0541'3.2 MILES S OF AND ALONG THE S.F. R. R.  48 FEET W OF THE CENTER OF
 DM0541'THE TRACK.  100 FEET N OF MILE POST 8.  DISK SET HORIZONTALLY IN THE
 DM0541'TOP OF A LARGE LIMESTONE OUTCROPPING.  ABOUT 100 FEET SW OF SITE OF
 DM0541'OLD STONE COTTON GIN.
 DM0541
 DM0541                          STATION RECOVERY (1994)
 DM0541
 DM0541'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0557 ***********************************************************************
 DM0557  DESIGNATION -  F 296
 DM0557  PID         -  DM0557
 DM0557  STATE/COUNTY-  TX/LAMAR
 DM0557  USGS QUAD   -  TOCO (1984)
 DM0557
 DM0557                         *CURRENT SURVEY CONTROL
 DM0557  ___________________________________________________________________
 DM0557* NAD 83(1986)-  33 38 04.     (N)    095 38 39.     (W)     SCALED    
 DM0557* NAVD 88     -       177.431  (meters)     582.12   (feet)  ADJUSTED  
 DM0557  ___________________________________________________________________
 DM0557  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0557  DYNAMIC HT  -         177.245 (meters)     581.51  (feet)  COMP
 DM0557  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 DM0557
 DM0557  VERT ORDER  -  SECOND    CLASS 0
 DM0557
 DM0557.The horizontal coordinates were scaled from a topographic map and have
 DM0557.an estimated accuracy of +/- 6 seconds.
 DM0557
 DM0557.The orthometric height was determined by differential leveling
 DM0557.and adjusted by the National Geodetic Survey in June 1991..
 DM0557
 DM0557.The geoid height was determined by GEOID03.
 DM0557
 DM0557.The dynamic height is computed by dividing the NAVD 88
 DM0557.geopotential number by the normal gravity value computed on the
 DM0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0557.degrees latitude (g = 980.6199 gals.).
 DM0557
 DM0557.The modeled gravity was interpolated from observed gravity values.
 DM0557
 DM0557;                    North         East    Units  Estimated Accuracy
 DM0557;SPC TXNC     - 2,221,810.      864,910.      MT  (+/- 180 meters Scaled)
 DM0557
 DM0557                          SUPERSEDED SURVEY CONTROL
 DM0557
 DM0557  NGVD 29 (??/??/92)  177.412  (m)          582.06   (f) ADJ UNCH    2 0
 DM0557
 DM0557.Superseded values are not recommended for survey control.
 DM0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0557.See file dsdata.txt to determine how the superseded data were derived.
 DM0557
 DM0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT547247(NAD 83)
 DM0557_MARKER: DB = BENCH MARK DISK
 DM0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0557_STAMPING: F 296 1934
 DM0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0557+STABILITY: SURFACE MOTION
 DM0557
 DM0557  HISTORY     - Date     Condition        Report By
 DM0557  HISTORY     - 1934     MONUMENTED       CGS
 DM0557  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0557
 DM0557                          STATION DESCRIPTION
 DM0557
 DM0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0557'3.7 MI E FROM BROOKSTON.
 DM0557'3.7 MI E OF AND ALONG THE T P R R.  45 FEET N OF THE CENTER OF THE
 DM0557'TRACK.  CLOSE TO THE R/W FENCE.  ABOUT 0.25 MILES W OF MILE POST 96.
 DM0557'RAILROAD HAVING SMALL FILL AT THIS POINT.
 DM0557
 DM0557                          STATION RECOVERY (1995)
 DM0557
 DM0557'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1134 ***********************************************************************
 BY1134  DESIGNATION -  F 297
 BY1134  PID         -  BY1134
 BY1134  STATE/COUNTY-  TX/RUSK
 BY1134  USGS QUAD   -  CALEDONIA (1984)
 BY1134
 BY1134                         *CURRENT SURVEY CONTROL
 BY1134  ___________________________________________________________________
 BY1134* NAD 83(1986)-  31 54 34.     (N)    094 36 50.     (W)     SCALED    
 BY1134* NAVD 88     -       172.722  (meters)     566.67   (feet)  ADJUSTED  
 BY1134  ___________________________________________________________________
 BY1134  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY1134  DYNAMIC HT  -         172.514 (meters)     565.99  (feet)  COMP
 BY1134  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 BY1134
 BY1134  VERT ORDER  -  SECOND    CLASS 0
 BY1134
 BY1134.The horizontal coordinates were scaled from a topographic map and have
 BY1134.an estimated accuracy of +/- 6 seconds.
 BY1134
 BY1134.The orthometric height was determined by differential leveling
 BY1134.and adjusted by the National Geodetic Survey in June 1991..
 BY1134
 BY1134.The geoid height was determined by GEOID03.
 BY1134
 BY1134.The dynamic height is computed by dividing the NAVD 88
 BY1134.geopotential number by the normal gravity value computed on the
 BY1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1134.degrees latitude (g = 980.6199 gals.).
 BY1134
 BY1134.The modeled gravity was interpolated from observed gravity values.
 BY1134
 BY1134;                    North         East    Units  Estimated Accuracy
 BY1134;SPC TXNC     - 2,033,720.      967,510.      MT  (+/- 180 meters Scaled)
 BY1134
 BY1134                          SUPERSEDED SURVEY CONTROL
 BY1134
 BY1134  NGVD 29 (??/??/92)  172.728  (m)          566.69   (f) ADJ UNCH    2 0
 BY1134
 BY1134.Superseded values are not recommended for survey control.
 BY1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1134.See file dsdata.txt to determine how the superseded data were derived.
 BY1134
 BY1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR474315(NAD 83)
 BY1134_MARKER: DB = BENCH MARK DISK
 BY1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1134_STAMPING: F 297 1934
 BY1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1134+STABILITY: SURFACE MOTION
 BY1134
 BY1134  HISTORY     - Date     Condition        Report By
 BY1134  HISTORY     - 1934     MONUMENTED       CGS
 BY1134  HISTORY     - 1958     MARK NOT FOUND   USGS
 BY1134
 BY1134                          STATION DESCRIPTION
 BY1134
 BY1134'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY1134'4.5 MI SE FROM MOUNT ENTERPRISE.
 BY1134'4.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 84 FROM THE JUNCTION OF STATE
 BY1134'HIGHWAY 26 AT MOUNT ENTERPRISE, RUSK COUNTY, 0.1 MILE EAST OF A SLIGHT
 BY1134'TURN, 33 YARDS NORTH OF THE NORTHWEST CORNER OF A ONE-STORY SHACK ON
 BY1134'THE SOUTH SIDE OF THE HIGHWAY, 40 FEET NORTH OF THE CENTERLINE OF THE
 BY1134'HIGHWAY, 3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT
 BY1134'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 297 1934 AND SET
 BY1134'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0657 ***********************************************************************
 BY0657  DESIGNATION -  F 298
 BY0657  PID         -  BY0657
 BY0657  STATE/COUNTY-  TX/CHEROKEE
 BY0657  USGS QUAD   -  WELLS (1980)
 BY0657
 BY0657                         *CURRENT SURVEY CONTROL
 BY0657  ___________________________________________________________________
 BY0657* NAD 83(1986)-  31 29 45.     (N)    094 57 33.     (W)     SCALED    
 BY0657* NAVD 88     -        97.90   (+/-2cm)     321.2    (feet)  VERTCON   
 BY0657  ___________________________________________________________________
 BY0657  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY0657
 BY0657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0657
 BY0657.The horizontal coordinates were scaled from a topographic map and have
 BY0657.an estimated accuracy of +/- 6 seconds.
 BY0657
 BY0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0657.The vertical order pertains to the NGVD 29 superseded value.
 BY0657
 BY0657.The geoid height was determined by GEOID03.
 BY0657
 BY0657;                    North         East    Units  Estimated Accuracy
 BY0657;SPC TX C     - 3,215,110.    1,210,340.      MT  (+/- 180 meters Scaled)
 BY0657
 BY0657                          SUPERSEDED SURVEY CONTROL
 BY0657
 BY0657  NGVD 29 (??/??/92)   97.955  (m)          321.37   (f) ADJ UNCH    2 0
 BY0657
 BY0657.Superseded values are not recommended for survey control.
 BY0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0657.See file dsdata.txt to determine how the superseded data were derived.
 BY0657
 BY0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ139862(NAD 83)
 BY0657_MARKER: DB = BENCH MARK DISK
 BY0657_SETTING: 0 = UNSPECIFIED SETTING
 BY0657_STAMPING: F 298 1934
 BY0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0657
 BY0657  HISTORY     - Date     Condition        Report By
 BY0657  HISTORY     - 1934     MONUMENTED       CGS
 BY0657  HISTORY     - 1938     GOOD             NGS
 BY0657  HISTORY     - 1963     POOR             USGS
 BY0657
 BY0657                          STATION DESCRIPTION
 BY0657
 BY0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY0657'1.1 MI NW FROM WELLS.
 BY0657'1.1 MILES NORTHWEST OF WELLS FROM DEPOT BY RAIL. ON THE ST.L. AND S.W.
 BY0657'R.R. 40 YARDS NORTHEAST OF THE INTERSECTION OF THE NORTH RAIL AND THE
 BY0657'CENTERLINE OF A ROAD CROSSING.  16 FT. NORTHEAST OF TEL. POLE NO.
 BY0657'618/5.  39 FT. NORTH OF THE CENTER OF TRACK.  33 FT. SOUTH OF THE
 BY0657'CENTERLINE OF DIRT ROAD.  4.0 FT. BELOW THE TOP OF RAIL.
 BY0657
 BY0657                          STATION RECOVERY (1963)
 BY0657
 BY0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY0657'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0040 ***********************************************************************
 DM0040  DESIGNATION -  F 3
 DM0040  PID         -  DM0040
 DM0040  STATE/COUNTY-  TX/BOWIE
 DM0040  USGS QUAD   -  OGDEN (1975)
 DM0040
 DM0040                         *CURRENT SURVEY CONTROL
 DM0040  ___________________________________________________________________
 DM0040* NAD 83(1986)-  33 33 02.     (N)    094 02 43.     (W)     SCALED    
 DM0040* NAVD 88     -        87.695  (meters)     287.71   (feet)  ADJUSTED  
 DM0040  ___________________________________________________________________
 DM0040  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM0040  DYNAMIC HT  -          87.602 (meters)     287.41  (feet)  COMP
 DM0040  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 DM0040
 DM0040  VERT ORDER  -  FIRST     CLASS I
 DM0040
 DM0040.The horizontal coordinates were scaled from a topographic map and have
 DM0040.an estimated accuracy of +/- 6 seconds.
 DM0040
 DM0040.The orthometric height was determined by differential leveling
 DM0040.and adjusted by the National Geodetic Survey in June 1991..
 DM0040
 DM0040.The geoid height was determined by GEOID03.
 DM0040
 DM0040.The dynamic height is computed by dividing the NAVD 88
 DM0040.geopotential number by the normal gravity value computed on the
 DM0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0040.degrees latitude (g = 980.6199 gals.).
 DM0040
 DM0040.The modeled gravity was interpolated from observed gravity values.
 DM0040
 DM0040;                    North         East    Units  Estimated Accuracy
 DM0040;SPC TXNC     - 2,217,680.    1,013,540.      MT  (+/- 180 meters Scaled)
 DM0040
 DM0040                          SUPERSEDED SURVEY CONTROL
 DM0040
 DM0040  NGVD 29 (??/??/??)   87.706  (m)          287.75   (f) ADJUSTED    1 1
 DM0040
 DM0040.Superseded values are not recommended for survey control.
 DM0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0040.See file dsdata.txt to determine how the superseded data were derived.
 DM0040
 DM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT029128(NAD 83)
 DM0040_MARKER: DB = BENCH MARK DISK
 DM0040_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM0040_SP_SET: PIER
 DM0040_STAMPING: F 3 287.754
 DM0040_MARK LOGO: TXRD  
 DM0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM0040+STABILITY: POSITION/ELEVATION WELL
 DM0040
 DM0040  HISTORY     - Date     Condition        Report By
 DM0040  HISTORY     - UNK      MONUMENTED       TXRD
 DM0040  HISTORY     - 1932     GOOD             NGS
 DM0040  HISTORY     - 1977     GOOD             NGS
 DM0040  HISTORY     - 1985     GOOD             NGS
 DM0040  HISTORY     - 19971025 GOOD             USPSQD
 DM0040
 DM0040                          STATION DESCRIPTION
 DM0040
 DM0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 DM0040'2.75 MI S FROM OGDEN.
 DM0040'LOCATED IN THE EAST SIDE OF THE MOST SOUTHERLY PIER OF THE R.R. BRIDGE
 DM0040'OVER THE RED RIVER.  STAMPED TEXAS RECLAMATION SURVEY.  F 3 IN.
 DM0040
 DM0040                          STATION RECOVERY (1977)
 DM0040
 DM0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 DM0040'RECOVERED IN GOOD CONDITION.
 DM0040
 DM0040                          STATION RECOVERY (1985)
 DM0040
 DM0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DM0040'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.8 KM
 DM0040'(8.55 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS WEST JUNCTION
 DM0040'WITH U.S. HIGHWAY 82 IN TEXARKANA, IN TOP OF THE EAST END OF THE
 DM0040'SOUTH CONCRETE PIER OF THE KANSAS CITY AND SOUTHERN RAILROAD BRIDGE
 DM0040'SPANNING THE RED RIVER, 175.0 M (574.1 FT) WEST OF THE CENTERLINE OF
 DM0040'THE SOUTH BOUND LANES OF THE HIGHWAY, 2.6 M (8.5 FT) EAST OF THE NEAR
 DM0040'RAIL, AND 0.6 M (2.0 FT) WEST OF THE EAST END OF THE PIER.  NOTE--THE
 DM0040'OLD DESCRIPTION STATES THAT THE DISK IS STAMPED TEXAS RECLAMATION
 DM0040'SURVEY F 33, BUT IS STAMPED AS ABOVE.
 DM0040'THE MARK IS 1.9 M BELOW THE TRACKS.
 DM0040
 DM0040                          STATION RECOVERY (1997)
 DM0040
 DM0040'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0382 ***********************************************************************
 BL0382  DESIGNATION -  F 3
 BL0382  PID         -  BL0382
 BL0382  STATE/COUNTY-  TX/LIBERTY
 BL0382  USGS QUAD   -  LIBERTY (1984)
 BL0382
 BL0382                         *CURRENT SURVEY CONTROL
 BL0382  ___________________________________________________________________
 BL0382* NAD 83(1986)-  30 03 37.     (N)    094 47 48.     (W)     SCALED    
 BL0382* NAVD 88     -        10.751  (meters)      35.27   (feet)  ADJUSTED  
 BL0382  ___________________________________________________________________
 BL0382  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0382  DYNAMIC HT  -          10.737 (meters)      35.23  (feet)  COMP
 BL0382  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 BL0382
 BL0382  VERT ORDER  -  FIRST     CLASS I
 BL0382
 BL0382.The horizontal coordinates were scaled from a topographic map and have
 BL0382.an estimated accuracy of +/- 6 seconds.
 BL0382
 BL0382.The orthometric height was determined by differential leveling
 BL0382.and adjusted by the National Geodetic Survey in June 1991..
 BL0382
 BL0382.The geoid height was determined by GEOID03.
 BL0382
 BL0382.The dynamic height is computed by dividing the NAVD 88
 BL0382.geopotential number by the normal gravity value computed on the
 BL0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0382.degrees latitude (g = 980.6199 gals.).
 BL0382
 BL0382.The modeled gravity was interpolated from observed gravity values.
 BL0382
 BL0382;                    North         East    Units  Estimated Accuracy
 BL0382;SPC TX C     - 3,056,920.    1,233,680.      MT  (+/- 180 meters Scaled)
 BL0382
 BL0382                          SUPERSEDED SURVEY CONTROL
 BL0382
 BL0382  NGVD 29 (12/23/87)   10.754  (m)           35.28   (f) ADJUSTED    1 1
 BL0382
 BL0382.Superseded values are not recommended for survey control.
 BL0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0382.See file dsdata.txt to determine how the superseded data were derived.
 BL0382
 BL0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP268268(NAD 83)
 BL0382_MARKER: DD = SURVEY DISK
 BL0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0382_SP_SET: BALUSTER
 BL0382_STAMPING: F 3 36.107
 BL0382_MARK LOGO: TXRD  
 BL0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0382+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 BL0382
 BL0382  HISTORY     - Date     Condition        Report By
 BL0382  HISTORY     - UNK      MONUMENTED
 BL0382  HISTORY     - 1972     POOR             NGS
 BL0382  HISTORY     - 1987     GOOD             NGS
 BL0382  HISTORY     - 1988     POOR             USPSQD
 BL0382  HISTORY     - 1989     GOOD             USPSQD
 BL0382  HISTORY     - 1990     POOR             USPSQD
 BL0382  HISTORY     - 19960801 GOOD             USPSQD
 BL0382  HISTORY     - 20031004 GOOD             USPSQD
 BL0382  HISTORY     - 20050129 GOOD             USPSQD
 BL0382
 BL0382                          STATION DESCRIPTION
 BL0382
 BL0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0382'IN LIBERTY.
 BL0382'AT LIBERTY, ALONG THE WEST SIDE OF MAIN STREET, BETWEEN SAM HOUSTON
 BL0382'AND TRINITY AVENUES, AT THE EAST ENTRANCE TO THE COUNTY COURTHOUSE, 55
 BL0382'FEET WEST OF THE WEST CURBLINE OF MAIN STREET, AT THE NORTH END OF THE
 BL0382'ENTRANCE STEPS, AND IN TOP OF THE CONCRETE BALUSTER, ABOUT 2 1/2 FEET
 BL0382'ABOVE THE LEVEL OF MAIN STREET.  A TEXAS RECLAMATION DEPARTMENT DISK.
 BL0382
 BL0382                          STATION RECOVERY (1987)
 BL0382
 BL0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0382'RECOVERED IN GOOD CONDITION.  THE 1972 DESCRIPTION IS ADEQUATE, EXCEPT
 BL0382'THE CONDITION WAS REPORTED AS POOR.
 BL0382
 BL0382                          STATION RECOVERY (1988)
 BL0382
 BL0382'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0382'MARK RECOVERED IN POOR CONDITION.
 BL0382
 BL0382                          STATION RECOVERY (1989)
 BL0382
 BL0382'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0382'RECOVERED IN GOOD CONDITION.
 BL0382
 BL0382                          STATION RECOVERY (1990)
 BL0382
 BL0382'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0382'MARK RECOVERED IN POOR CONDITION.
 BL0382
 BL0382                          STATION RECOVERY (1996)
 BL0382
 BL0382'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0382'RECOVERED IN GOOD CONDITION.
 BL0382
 BL0382                          STATION RECOVERY (2003)
 BL0382
 BL0382'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0382'RECOVERED IN GOOD CONDITION.
 BL0382
 BL0382                          STATION RECOVERY (2005)
 BL0382
 BL0382'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0513 ***********************************************************************
 DM0513  DESIGNATION -  F 3
 DM0513  PID         -  DM0513
 DM0513  STATE/COUNTY-  TX/HUNT
 DM0513  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM0513
 DM0513                         *CURRENT SURVEY CONTROL
 DM0513  ___________________________________________________________________
 DM0513* NAD 83(1986)-  33 14 33.     (N)    095 54 25.     (W)     SCALED    
 DM0513* NAVD 88     -       173.634  (meters)     569.66   (feet)  ADJUSTED  
 DM0513  ___________________________________________________________________
 DM0513  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 DM0513  DYNAMIC HT  -         173.447 (meters)     569.05  (feet)  COMP
 DM0513  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 DM0513
 DM0513  VERT ORDER  -  SECOND    CLASS 0
 DM0513
 DM0513.The horizontal coordinates were scaled from a topographic map and have
 DM0513.an estimated accuracy of +/- 6 seconds.
 DM0513
 DM0513.The orthometric height was determined by differential leveling
 DM0513.and adjusted by the National Geodetic Survey in June 1991..
 DM0513
 DM0513.The geoid height was determined by GEOID03.
 DM0513
 DM0513.The dynamic height is computed by dividing the NAVD 88
 DM0513.geopotential number by the normal gravity value computed on the
 DM0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0513.degrees latitude (g = 980.6199 gals.).
 DM0513
 DM0513.The modeled gravity was interpolated from observed gravity values.
 DM0513
 DM0513;                    North         East    Units  Estimated Accuracy
 DM0513;SPC TXNC     - 2,177,730.      841,610.      MT  (+/- 180 meters Scaled)
 DM0513
 DM0513                          SUPERSEDED SURVEY CONTROL
 DM0513
 DM0513  NGVD 29 (??/??/92)  173.619  (m)          569.62   (f) ADJ UNCH    2 0
 DM0513
 DM0513.Superseded values are not recommended for survey control.
 DM0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0513.See file dsdata.txt to determine how the superseded data were derived.
 DM0513
 DM0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS291819(NAD 83)
 DM0513_MARKER: DB = BENCH MARK DISK
 DM0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0513_STAMPING: F 3
 DM0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0513+STABILITY: SURFACE MOTION
 DM0513
 DM0513  HISTORY     - Date     Condition        Report By
 DM0513  HISTORY     - UNK      MONUMENTED       TXRD
 DM0513  HISTORY     - 1933     GOOD             NGS
 DM0513  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0513
 DM0513                          STATION DESCRIPTION
 DM0513
 DM0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0513'IN COMMERCE.
 DM0513'EAST TEXAS STATE TEACHERS COLLEGE, AT NORTHEAST CORNER OF WOMENS
 DM0513'DORMATORY, 1 FOOT NORTHEAST OF CORNER.  TABLET ON TOP OF CONCRETE
 DM0513'POST.
 DM0513
 DM0513                          STATION RECOVERY (1964)
 DM0513
 DM0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0991 ***********************************************************************
 AX0991  DESIGNATION -  F 3 TXHD
 AX0991  PID         -  AX0991
 AX0991  STATE/COUNTY-  TX/FAYETTE
 AX0991  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0991
 AX0991                         *CURRENT SURVEY CONTROL
 AX0991  ___________________________________________________________________
 AX0991* NAD 83(1986)-  29 54 19.     (N)    096 53 19.     (W)     SCALED    
 AX0991* NAVD 88     -        81.149  (meters)     266.24   (feet)  ADJUSTED  
 AX0991  ___________________________________________________________________
 AX0991  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AX0991  DYNAMIC HT  -          81.037 (meters)     265.87  (feet)  COMP
 AX0991  MODELED GRAV-     979,264.2   (mgal)                       NAVD 88
 AX0991
 AX0991  VERT ORDER  -  FIRST     CLASS I
 AX0991
 AX0991.The horizontal coordinates were scaled from a topographic map and have
 AX0991.an estimated accuracy of +/- 6 seconds.
 AX0991
 AX0991.The orthometric height was determined by differential leveling
 AX0991.and adjusted by the National Geodetic Survey in June 1991..
 AX0991
 AX0991.The geoid height was determined by GEOID03.
 AX0991
 AX0991.The dynamic height is computed by dividing the NAVD 88
 AX0991.geopotential number by the normal gravity value computed on the
 AX0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0991.degrees latitude (g = 980.6199 gals.).
 AX0991
 AX0991.The modeled gravity was interpolated from observed gravity values.
 AX0991
 AX0991;                    North         East    Units  Estimated Accuracy
 AX0991;SPC TXSC     - 4,231,470.      803,880.      MT  (+/- 180 meters Scaled)
 AX0991
 AX0991                          SUPERSEDED SURVEY CONTROL
 AX0991
 AX0991  NGVD 29 (??/??/92)   81.101  (m)          266.08   (f) ADJ UNCH    1 1
 AX0991
 AX0991.Superseded values are not recommended for survey control.
 AX0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0991.See file dsdata.txt to determine how the superseded data were derived.
 AX0991
 AX0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU038101(NAD 83)
 AX0991_MARKER: DD = SURVEY DISK
 AX0991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0991_SP_SET: PIER
 AX0991_STAMPING: F 3 266.124
 AX0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0991
 AX0991  HISTORY     - Date     Condition        Report By
 AX0991  HISTORY     - UNK      MONUMENTED
 AX0991  HISTORY     - 1973     GOOD             NGS
 AX0991  HISTORY     - 1978     GOOD             NGS
 AX0991  HISTORY     - 19970607 GOOD             USPSQD
 AX0991
 AX0991                          STATION DESCRIPTION
 AX0991
 AX0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0991'0.7 MI W FROM LA GRANGE.
 AX0991'0.7 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0991'STATION AT LA GRANGE, 0.3 MILE WEST OF MILE POLE 988, AT STEEEL TRUSS
 AX0991'BRIDGE 987.5 OVER THE COLORADO RIVER, IN THE TOP AND 2.0 FEET SOUTH OF
 AX0991'THE NORTH END OF THE EAST CONCRETE PIER OF BRIDGE, 8.3 FEET NORTH OF
 AX0991'THE NORTH RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 AX0991
 AX0991                          STATION RECOVERY (1978)
 AX0991
 AX0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0991'RECOVERED IN GOOD CONDITION.
 AX0991
 AX0991                          STATION RECOVERY (1997)
 AX0991
 AX0991'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0251 ***********************************************************************
 AZ0251  DESIGNATION -  F 30
 AZ0251  PID         -  AZ0251
 AZ0251  STATE/COUNTY-  TX/VAL VERDE
 AZ0251  USGS QUAD   -  COMSTOCK (1972)
 AZ0251
 AZ0251                         *CURRENT SURVEY CONTROL
 AZ0251  ___________________________________________________________________
 AZ0251* NAD 83(1986)-  29 43 52.     (N)    101 14 59.     (W)     SCALED    
 AZ0251* NAVD 88     -       489.812  (meters)    1606.99   (feet)  ADJUSTED  
 AZ0251  ___________________________________________________________________
 AZ0251  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0251  DYNAMIC HT  -         489.095 (meters)    1604.64  (feet)  COMP
 AZ0251  MODELED GRAV-     979,163.3   (mgal)                       NAVD 88
 AZ0251
 AZ0251  VERT ORDER  -  FIRST     CLASS II
 AZ0251
 AZ0251.The horizontal coordinates were scaled from a topographic map and have
 AZ0251.an estimated accuracy of +/- 6 seconds.
 AZ0251
 AZ0251.The orthometric height was determined by differential leveling
 AZ0251.and adjusted by the National Geodetic Survey in June 1991..
 AZ0251
 AZ0251.The geoid height was determined by GEOID03.
 AZ0251
 AZ0251.The dynamic height is computed by dividing the NAVD 88
 AZ0251.geopotential number by the normal gravity value computed on the
 AZ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0251.degrees latitude (g = 980.6199 gals.).
 AZ0251
 AZ0251.The modeled gravity was interpolated from observed gravity values.
 AZ0251
 AZ0251;                    North         East    Units  Estimated Accuracy
 AZ0251;SPC TXSC     - 4,212,420.      382,390.      MT  (+/- 180 meters Scaled)
 AZ0251
 AZ0251                          SUPERSEDED SURVEY CONTROL
 AZ0251
 AZ0251  NGVD 29 (??/??/92)  489.692  (m)         1606.60   (f) ADJ UNCH    1 2
 AZ0251
 AZ0251.Superseded values are not recommended for survey control.
 AZ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0251.See file dsdata.txt to determine how the superseded data were derived.
 AZ0251
 AZ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT824911(NAD 83)
 AZ0251_MARKER: DB = BENCH MARK DISK
 AZ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0251_STAMPING: F 30 1917 ELEV 1606.739 FT
 AZ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0251+STABILITY: SURFACE MOTION
 AZ0251
 AZ0251  HISTORY     - Date     Condition        Report By
 AZ0251  HISTORY     - 1917     MONUMENTED       CGS
 AZ0251  HISTORY     - 1958     GOOD             NGS
 AZ0251  HISTORY     - 1971     MARK NOT FOUND   USGS
 AZ0251
 AZ0251                          STATION DESCRIPTION
 AZ0251
 AZ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0251'6.2 MI NW FROM COMSTOCK.
 AZ0251'ABOUT 6.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0251'FROM THE STATION AT COMSTOCK, 50 FEET SOUTHWEST OF THE 5TH POLE
 AZ0251'SOUTH-SOUTHEAST OF MILEPOST 720, 90 FEET WEST-SOUTHWEST OF THE NEAR
 AZ0251'RAIL, 7 FEET EAST OF A FENCE, ABOUT 7 FEET BELOW THE LEVEL OF THE
 AZ0251'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AZ0251
 AZ0251                          STATION RECOVERY (1971)
 AZ0251
 AZ0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AZ0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0224 ***********************************************************************
 BZ0224  DESIGNATION -  F 300
 BZ0224  PID         -  BZ0224
 BZ0224  STATE/COUNTY-  TX/FREESTONE
 BZ0224  USGS QUAD   -  FAIRFIELD (1982)
 BZ0224
 BZ0224                         *CURRENT SURVEY CONTROL
 BZ0224  ___________________________________________________________________
 BZ0224* NAD 83(1986)-  31 43 33.     (N)    096 09 14.     (W)     SCALED    
 BZ0224* NAVD 88     -       141.935  (meters)     465.67   (feet)  ADJUSTED  
 BZ0224  ___________________________________________________________________
 BZ0224  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 BZ0224  DYNAMIC HT  -         141.765 (meters)     465.11  (feet)  COMP
 BZ0224  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 BZ0224
 BZ0224  VERT ORDER  -  SECOND    CLASS 0
 BZ0224
 BZ0224.The horizontal coordinates were scaled from a topographic map and have
 BZ0224.an estimated accuracy of +/- 6 seconds.
 BZ0224
 BZ0224.The orthometric height was determined by differential leveling
 BZ0224.and adjusted by the National Geodetic Survey in June 1991..
 BZ0224
 BZ0224.The geoid height was determined by GEOID03.
 BZ0224
 BZ0224.The dynamic height is computed by dividing the NAVD 88
 BZ0224.geopotential number by the normal gravity value computed on the
 BZ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0224.degrees latitude (g = 980.6199 gals.).
 BZ0224
 BZ0224.The modeled gravity was interpolated from observed gravity values.
 BZ0224
 BZ0224;                    North         East    Units  Estimated Accuracy
 BZ0224;SPC TX C     - 3,235,720.    1,095,990.      MT  (+/- 180 meters Scaled)
 BZ0224
 BZ0224                          SUPERSEDED SURVEY CONTROL
 BZ0224
 BZ0224  NGVD 29 (??/??/92)  141.927  (m)          465.64   (f) ADJ UNCH    2 0
 BZ0224
 BZ0224.Superseded values are not recommended for survey control.
 BZ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0224.See file dsdata.txt to determine how the superseded data were derived.
 BZ0224
 BZ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA696135(NAD 83)
 BZ0224_MARKER: DB = BENCH MARK DISK
 BZ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0224_STAMPING: F 300 1934
 BZ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0224+STABILITY: SURFACE MOTION
 BZ0224
 BZ0224  HISTORY     - Date     Condition        Report By
 BZ0224  HISTORY     - 1934     MONUMENTED       CGS
 BZ0224  HISTORY     - 1948     GOOD             NGS
 BZ0224  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0224
 BZ0224                          STATION DESCRIPTION
 BZ0224
 BZ0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0224'IN FAIRFIELD.
 BZ0224'0.35 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT FAIRFIELD,
 BZ0224'35.3 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 20.0
 BZ0224'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH DIRT STREET, 3.0
 BZ0224'FEET WEST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A WITNESS POST, SET IN
 BZ0224'THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 BZ0224
 BZ0224                          STATION RECOVERY (1965)
 BZ0224
 BZ0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2033 ***********************************************************************
 CS2033  DESIGNATION -  F 301
 CS2033  PID         -  CS2033
 CS2033  STATE/COUNTY-  TX/JOHNSON
 CS2033  USGS QUAD   -  GRANDVIEW (1978)
 CS2033
 CS2033                         *CURRENT SURVEY CONTROL
 CS2033  ___________________________________________________________________
 CS2033* NAD 83(1986)-  32 17 31.     (N)    097 10 47.     (W)     SCALED    
 CS2033* NAVD 88     -       192.825  (meters)     632.63   (feet)  ADJUSTED  
 CS2033  ___________________________________________________________________
 CS2033  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 CS2033  DYNAMIC HT  -         192.592 (meters)     631.86  (feet)  COMP
 CS2033  MODELED GRAV-     979,426.0   (mgal)                       NAVD 88
 CS2033
 CS2033  VERT ORDER  -  FIRST     CLASS II
 CS2033
 CS2033.The horizontal coordinates were scaled from a topographic map and have
 CS2033.an estimated accuracy of +/- 6 seconds.
 CS2033
 CS2033.The orthometric height was determined by differential leveling
 CS2033.and adjusted by the National Geodetic Survey in June 1991..
 CS2033.WARNING-Repeat measurements at this control monument indicate possible
 CS2033.vertical movement.
 CS2033
 CS2033.The geoid height was determined by GEOID03.
 CS2033
 CS2033.The dynamic height is computed by dividing the NAVD 88
 CS2033.geopotential number by the normal gravity value computed on the
 CS2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2033.degrees latitude (g = 980.6199 gals.).
 CS2033
 CS2033.The modeled gravity was interpolated from observed gravity values.
 CS2033
 CS2033;                    North         East    Units  Estimated Accuracy
 CS2033;SPC TXNC     - 2,070,120.      724,350.      MT  (+/- 180 meters Scaled)
 CS2033
 CS2033                          SUPERSEDED SURVEY CONTROL
 CS2033
 CS2033  NGVD 29 (??/??/92)  192.803  (m)          632.55   (f) ADJ UNCH    1 2
 CS2033
 CS2033.Superseded values are not recommended for survey control.
 CS2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2033.See file dsdata.txt to determine how the superseded data were derived.
 CS2033
 CS2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA714742(NAD 83)
 CS2033_MARKER: DB = BENCH MARK DISK
 CS2033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2033_SP_SET: ABUTMENT
 CS2033_STAMPING: F 301 1934
 CS2033_MARK LOGO: CGS   
 CS2033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2033
 CS2033  HISTORY     - Date     Condition        Report By
 CS2033  HISTORY     - 1934     MONUMENTED       CGS
 CS2033  HISTORY     - 1953     GOOD             NGS
 CS2033  HISTORY     - 1983     GOOD             NGS
 CS2033  HISTORY     - 19910413 GOOD             USPSQD
 CS2033  HISTORY     - 19940330 GOOD             USPSQD
 CS2033
 CS2033                          STATION DESCRIPTION
 CS2033
 CS2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CS2033'01.5 MI N FROM GRANDVIEW.
 CS2033'ABOUT 1.5 MILES NORTH ALONG THE M.K.T.R.R. FROM GRANDVIEW, AT BRIDGE
 CS2033'791.8 AND IN THE EAST END OF THE NORTH CONCRETE AND STONE ABUTMENT.
 CS2033'THE BRIDGE HAS BEEN RAISED ABOUT 20 INCHES AND THE MARK IS NOW AT THE
 CS2033'EAST END OF THE HEAVY WOODEN TIMBER WHICH RESTS ON THE ABUTMENT.  A
 CS2033'STANDARD DISK STAMPED F 301 1934.
 CS2033
 CS2033                          STATION RECOVERY (1983)
 CS2033
 CS2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2033'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.4 KM (1.5 MI)
 CS2033'NORTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM ITS
 CS2033'JUNCTION WITH FARM ROAD 916 IN GRANDVIEW, IN THE EAST END OF THE NORTH
 CS2033'CONCRETE ABUTMENT OF THE RAILROAD BRIDGE SPANNING THE SOUTH FORK OF
 CS2033'CHAMBERS CREEK, 2.5 METERS (8.2 FT) EAST OF THE NEAR RAIL, 0.6 METER
 CS2033'(2.0 FT) WEST OF THE EAST EDGE OF THE ABUTMENT AND 0.3 METER (1.0 FT)
 CS2033'NORTH OF THE SOUTH END OF THE ABUTMENT.
 CS2033'THE MARK IS 0.6 M BELOW THE TRACKS.
 CS2033
 CS2033                          STATION RECOVERY (1991)
 CS2033
 CS2033'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDT)
 CS2033'RECOVERED IN GOOD CONDITION.
 CS2033
 CS2033                          STATION RECOVERY (1994)
 CS2033
 CS2033'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2107 ***********************************************************************
 BX2107  DESIGNATION -  F 303
 BX2107  PID         -  BX2107
 BX2107  STATE/COUNTY-  TX/SABINE
 BX2107  USGS QUAD   -  MILAM (1984)
 BX2107
 BX2107                         *CURRENT SURVEY CONTROL
 BX2107  ___________________________________________________________________
 BX2107* NAD 83(1986)-  31 26 26.     (N)    093 46 39.     (W)     SCALED    
 BX2107* NAVD 88     -        55.78   (+/-2cm)     183.0    (feet)  VERTCON   
 BX2107  ___________________________________________________________________
 BX2107  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BX2107
 BX2107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2107
 BX2107.The horizontal coordinates were scaled from a topographic map and have
 BX2107.an estimated accuracy of +/- 6 seconds.
 BX2107
 BX2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2107.The vertical order pertains to the NGVD 29 superseded value.
 BX2107
 BX2107.The geoid height was determined by GEOID03.
 BX2107
 BX2107;                    North         East    Units  Estimated Accuracy
 BX2107;SPC TX C     - 3,215,000.    1,322,800.      MT  (+/- 180 meters Scaled)
 BX2107
 BX2107                          SUPERSEDED SURVEY CONTROL
 BX2107
 BX2107  NGVD 29 (??/??/??)   55.847  (m)          183.22   (f) ADJUSTED    2 0
 BX2107
 BX2107.Superseded values are not recommended for survey control.
 BX2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2107.See file dsdata.txt to determine how the superseded data were derived.
 BX2107
 BX2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ261786(NAD 83)
 BX2107_MARKER: DB = BENCH MARK DISK
 BX2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2107_STAMPING: F 303 1934
 BX2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2107+STABILITY: SURFACE MOTION
 BX2107
 BX2107  HISTORY     - Date     Condition        Report By
 BX2107  HISTORY     - 1934     MONUMENTED       CGS
 BX2107  HISTORY     - 1965     MARK NOT FOUND   CGS
 BX2107
 BX2107                          STATION DESCRIPTION
 BX2107
 BX2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BX2107'4.3 MI NE FROM MILAM.
 BX2107'4.3 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE INTERSECTION OF
 BX2107'STATE HIGHWAY 87 AT MILAM, SABINE COUNTY, 0.5 MILE EAST OF THE
 BX2107'JUNCTION OF AN IMPROVED ROAD LEADING SOUTHEAST, 200 YARDS WEST OF A
 BX2107'CURVE TO THE SOUTH, 120 FEET EAST OF A CURVE SIGN, 33 FEET NORTH OF
 BX2107'THE CENTER LINE OF THE HIGHWAY, IN LINE WITH A ROW OF POLES, AND IN A
 BX2107'SMALL HOLLOW SPOT.  A STANDARD DISK, STAMPED F 303 1934 AND SET IN THE
 BX2107'TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT
 BX2107'NOT FOUND.  IT WAS REPORTED BY THE TEXAS HIGHWAY DEPARTMENT THE BENCH
 BX2107'MARK MAY HAVE BEEN DESTROYED WHEN THE HIGHWAY WAS REBUILT.  THE
 BX2107'DISTANT FROM THE CENTER LINE OF HIGHWAY WOULD PUT THE MARK IN THE
 BX2107'GRADER DITCH.  IT IS SUGGESTED THIS MARK SHOULD BE CONSIDERED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0016 ***********************************************************************
 BL0016  DESIGNATION -  F 304
 BL0016  PID         -  BL0016
 BL0016  STATE/COUNTY-  TX/TYLER
 BL0016  USGS QUAD   -  WOODVILLE (1984)
 BL0016
 BL0016                         *CURRENT SURVEY CONTROL
 BL0016  ___________________________________________________________________
 BL0016* NAD 83(1986)-  30 46 55.     (N)    094 24 48.     (W)     SCALED    
 BL0016* NAVD 88     -        71.48   (+/-2cm)     234.5    (feet)  VERTCON   
 BL0016  ___________________________________________________________________
 BL0016  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BL0016
 BL0016  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0016
 BL0016.The horizontal coordinates were scaled from a topographic map and have
 BL0016.an estimated accuracy of +/- 6 seconds.
 BL0016
 BL0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0016.The vertical order pertains to the NGVD 29 superseded value.
 BL0016
 BL0016.The geoid height was determined by GEOID03.
 BL0016
 BL0016;                    North         East    Units  Estimated Accuracy
 BL0016;SPC TX C     - 3,138,710.    1,266,340.      MT  (+/- 180 meters Scaled)
 BL0016
 BL0016                          SUPERSEDED SURVEY CONTROL
 BL0016
 BL0016  NGVD 29 (??/??/92)   71.480  (m)          234.51   (f) ADJ UNCH    2 0
 BL0016
 BL0016.Superseded values are not recommended for survey control.
 BL0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0016.See file dsdata.txt to determine how the superseded data were derived.
 BL0016
 BL0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ647062(NAD 83)
 BL0016_MARKER: DB = BENCH MARK DISK
 BL0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0016_SP_SET: FOUNDATION
 BL0016_STAMPING: F 304 1934
 BL0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0016
 BL0016  HISTORY     - Date     Condition        Report By
 BL0016  HISTORY     - 1934     MONUMENTED       CGS
 BL0016  HISTORY     - 1949     GOOD             NGS
 BL0016
 BL0016                          STATION DESCRIPTION
 BL0016
 BL0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0016'IN WOODVILLE.
 BL0016'0.4 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0016'STATION AT WOODVILLE, 158.0 FEET NORTHWEST OF THE CENTER LINE OF A
 BL0016'ROAD CROSSING, 32.5 FEET SOUTH OF THE THIRD POLE NORTHWEST OF MILEPOST
 BL0016'85, 9.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, SET
 BL0016'0.7 FOOT ABOVE THE GROUND IN THE EAST CORNER OF THE CONCRETE
 BL0016'FOUNDATION FOR AN ABANDON WATER TANK SPOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0311 ***********************************************************************
 AX0311  DESIGNATION -  F 307 RESET
 AX0311  PID         -  AX0311
 AX0311  STATE/COUNTY-  TX/WHARTON
 AX0311  USGS QUAD   -  WHARTON (1980)
 AX0311
 AX0311                         *CURRENT SURVEY CONTROL
 AX0311  ___________________________________________________________________
 AX0311* NAD 83(1986)-  29 19 17.     (N)    096 06 07.     (W)     SCALED    
 AX0311* NAVD 88     -        32.08   (+/-2cm)     105.2    (feet)  VERTCON   
 AX0311  ___________________________________________________________________
 AX0311  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0311
 AX0311  VERT ORDER  -  THIRD (See Below)
 AX0311
 AX0311.The horizontal coordinates were scaled from a topographic map and have
 AX0311.an estimated accuracy of +/- 6 seconds.
 AX0311
 AX0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0311.The vertical order pertains to the NGVD 29 superseded value.
 AX0311
 AX0311.The geoid height was determined by GEOID03.
 AX0311
 AX0311;                    North         East    Units  Estimated Accuracy
 AX0311;SPC TXSC     - 4,168,400.      881,440.      MT  (+/- 180 meters Scaled)
 AX0311
 AX0311                          SUPERSEDED SURVEY CONTROL
 AX0311
 AX0311  NGVD 29 (01/29/03)   32.08   (m)          105.2    (f) RESET       3  
 AX0311
 AX0311.Superseded values are not recommended for survey control.
 AX0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0311.See file dsdata.txt to determine how the superseded data were derived.
 AX0311
 AX0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT814470(NAD 83)
 AX0311_MARKER: DB = BENCH MARK DISK
 AX0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0311_STAMPING: F 307 1935 RESET 1947
 AX0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0311+STABILITY: SURFACE MOTION
 AX0311
 AX0311  HISTORY     - Date     Condition        Report By
 AX0311  HISTORY     - 1947     MONUMENTED       CGS
 AX0311  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0311
 AX0311                          STATION DESCRIPTION
 AX0311
 AX0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0311'0.7 MI N FROM WHARTON.
 AX0311'0.7 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0311'STATION AT WHARTON, WHARTON COUNTY, 149 YARDS NORTH OF THE CROSSING OF
 AX0311'THE GULF, COLORADO AND SANTA FE RAILWAY, 37 FEET EAST OF THE EAST
 AX0311'RAIL, 27 FEET NORTH OF THE CENTER LINE OF A GRAVELED STREET, 3.5 FEET
 AX0311'NORTH OF THE FIRST POLE NORTH OF MILEPOST 25, IN LINE WITH THE ROW OF
 AX0311'POLES, AND 2.4 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AX0311'DISK, STAMPED F 307 1935 RESET 1947 AND SET IN THE TOP OF A CONCRETE
 AX0311'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AX0311
 AX0311                          STATION RECOVERY (1987)
 AX0311
 AX0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0311'NOT RECOVERED.  A CONCRETE POST WAS FOUND AT THE DESCRIBED LOCATION,
 AX0311'BUT THE TOP WAS BROKEN OFF AND THE DISK WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0490 ***********************************************************************
 BL0490  DESIGNATION -  F 309
 BL0490  PID         -  BL0490
 BL0490  STATE/COUNTY-  TX/LIBERTY
 BL0490  USGS QUAD   -  VOTAW (1984)
 BL0490
 BL0490                         *CURRENT SURVEY CONTROL
 BL0490  ___________________________________________________________________
 BL0490* NAD 83(1986)-  30 26 33.     (N)    094 42 50.     (W)     SCALED    
 BL0490* NAVD 88     -        40.29   (+/-2cm)     132.2    (feet)  VERTCON   
 BL0490  ___________________________________________________________________
 BL0490  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0490
 BL0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0490
 BL0490.The horizontal coordinates were scaled from a topographic map and have
 BL0490.an estimated accuracy of +/- 6 seconds.
 BL0490
 BL0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0490.The vertical order pertains to the NGVD 29 superseded value.
 BL0490
 BL0490.The geoid height was determined by GEOID03.
 BL0490
 BL0490;                    North         East    Units  Estimated Accuracy
 BL0490;SPC TX C     - 3,099,640.    1,239,510.      MT  (+/- 180 meters Scaled)
 BL0490
 BL0490                          SUPERSEDED SURVEY CONTROL
 BL0490
 BL0490  NGVD 29 (??/??/92)   40.298  (m)          132.21   (f) ADJ UNCH    2 0
 BL0490
 BL0490.Superseded values are not recommended for survey control.
 BL0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0490.See file dsdata.txt to determine how the superseded data were derived.
 BL0490
 BL0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP354690(NAD 83)
 BL0490_MARKER: DB = BENCH MARK DISK
 BL0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0490_STAMPING: F 309 1935
 BL0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0490+STABILITY: SURFACE MOTION
 BL0490
 BL0490  HISTORY     - Date     Condition        Report By
 BL0490  HISTORY     - 1935     MONUMENTED       CGS
 BL0490
 BL0490                          STATION DESCRIPTION
 BL0490
 BL0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL0490'1.3 MI E FROM FUQUA.
 BL0490'1.3 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0490'STATION AT FUQUA, LIBERTY COUNTY, 63 YARDS SOUTHEAST OF MILEPOST 119,
 BL0490'AT THE EDGE OF A PINE FOREST, AND 34 FEET SOUTH OF THE CENTERLINE OF
 BL0490'THE TRACK.  A STANDARD DISK, STAMPED F 309 1935 AND SET IN THE TOP OF
 BL0490'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0421 ***********************************************************************
 BY0421  DESIGNATION -  F 31
 BY0421  PID         -  BY0421
 BY0421  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0421  USGS QUAD   -  MC GEE BEND (1984)
 BY0421
 BY0421                         *CURRENT SURVEY CONTROL
 BY0421  ___________________________________________________________________
 BY0421* NAD 83(1986)-  31 07 26.     (N)    094 05 20.     (W)     SCALED    
 BY0421* NAVD 88     -        56.29   (+/-2cm)     184.7    (feet)  VERTCON   
 BY0421  ___________________________________________________________________
 BY0421  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BY0421
 BY0421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0421
 BY0421.The horizontal coordinates were scaled from a topographic map and have
 BY0421.an estimated accuracy of +/- 6 seconds.
 BY0421
 BY0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0421.The vertical order pertains to the NGVD 29 superseded value.
 BY0421
 BY0421.The geoid height was determined by GEOID03.
 BY0421
 BY0421;                    North         East    Units  Estimated Accuracy
 BY0421;SPC TX C     - 3,178,250.    1,295,220.      MT  (+/- 180 meters Scaled)
 BY0421
 BY0421                          SUPERSEDED SURVEY CONTROL
 BY0421
 BY0421  NGVD 29 (??/??/92)   56.298  (m)          184.70   (f) ADJ UNCH    2 0
 BY0421
 BY0421.Superseded values are not recommended for survey control.
 BY0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0421.See file dsdata.txt to determine how the superseded data were derived.
 BY0421
 BY0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ961438(NAD 83)
 BY0421_MARKER: DD = SURVEY DISK
 BY0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0421_STAMPING: F 31
 BY0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0421+STABILITY: SURFACE MOTION
 BY0421
 BY0421  HISTORY     - Date     Condition        Report By
 BY0421  HISTORY     - UNK      MONUMENTED       DOD
 BY0421  HISTORY     - 1952     GOOD             NGS
 BY0421
 BY0421                          STATION DESCRIPTION
 BY0421
 BY0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0421'6.6 MI W FROM BROOKELAND.
 BY0421'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0421'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD,
 BY0421'THENCE 0.75 MILE WEST ALONG A GRADED DIRT ROAD, 281 FEET NORTHWEST OF
 BY0421'THE NORTHWEST CORNER OF BAYOU SCHOOL NO. 44, 151 FEET EAST OF THE J.A.
 BY0421'HORNSBY HOUSE, 90.5 FEET SOUTH OF A LONE 14 INCH OAK TREE, 52 FEET
 BY0421'SOUTHWEST OF A FENCE, 43 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT
 BY0421'ROAD LEADING TO HIGH POINT FIRE TOWER, 37 FEET EAST OF THE CENTER LINE
 BY0421'OF A DIRT ROAD LEADING SOUTHWEST, SET IN THE TOP OF A CONCRETE POST
 BY0421'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0251 ***********************************************************************
 BM0251  DESIGNATION -  F 311
 BM0251  PID         -  BM0251
 BM0251  STATE/COUNTY-  TX/LEE
 BM0251  USGS QUAD   -  GIDDINGS (1988)
 BM0251
 BM0251                         *CURRENT SURVEY CONTROL
 BM0251  ___________________________________________________________________
 BM0251* NAD 83(1986)-  30 10 53.     (N)    096 56 12.     (W)     SCALED    
 BM0251* NAVD 88     -       151.64   (+/-2cm)     497.5    (feet)  VERTCON   
 BM0251  ___________________________________________________________________
 BM0251  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BM0251
 BM0251  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0251
 BM0251.The horizontal coordinates were scaled from a topographic map and have
 BM0251.an estimated accuracy of +/- 6 seconds.
 BM0251
 BM0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0251.The vertical order pertains to the NGVD 29 superseded value.
 BM0251
 BM0251.The geoid height was determined by GEOID03.
 BM0251
 BM0251;                    North         East    Units  Estimated Accuracy
 BM0251;SPC TX C     - 3,062,060.    1,027,080.      MT  (+/- 180 meters Scaled)
 BM0251
 BM0251                          SUPERSEDED SURVEY CONTROL
 BM0251
 BM0251  NGVD 29 (??/??/92)  151.578  (m)          497.30   (f) ADJ UNCH    2 0
 BM0251
 BM0251.Superseded values are not recommended for survey control.
 BM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0251.See file dsdata.txt to determine how the superseded data were derived.
 BM0251
 BM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU986406(NAD 83)
 BM0251_MARKER: DB = BENCH MARK DISK
 BM0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0251_SP_SET: WALL
 BM0251_STAMPING: F 311 1935
 BM0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0251+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 BM0251
 BM0251  HISTORY     - Date     Condition        Report By
 BM0251  HISTORY     - 1935     MONUMENTED       CGS
 BM0251  HISTORY     - 1938     GOOD             NGS
 BM0251  HISTORY     - 1987     GOOD             USPSQD
 BM0251  HISTORY     - 1991     GOOD             USPSQD
 BM0251  HISTORY     - 20060130 GOOD             USPSQD
 BM0251
 BM0251                          STATION DESCRIPTION
 BM0251
 BM0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0251'IN GIDDINGS.
 BM0251'AT GIDDINGS, LEE COUNTY, AT THE COUNTY JAIL, IN THE WEST CONCRETE
 BM0251'WALL, 5 FEET NORTH OF THE CENTER OF A DOOR, AND 5 FEET ABOVE THE
 BM0251'GROUND.  A STANDARD DISK, STAMPED F 311 1935 AND SET VERTICALLY.
 BM0251
 BM0251                          STATION RECOVERY (1987)
 BM0251
 BM0251'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BM0251'RECOVERED IN GOOD CONDITION.
 BM0251
 BM0251                          STATION RECOVERY (1991)
 BM0251
 BM0251'RECOVERY NOTE BY US POWER SQUADRON 1991 (TLT)
 BM0251'RECOVERED IN GOOD CONDITION.
 BM0251
 BM0251                          STATION RECOVERY (2006)
 BM0251
 BM0251'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BM0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1458 ***********************************************************************
 BL1458  DESIGNATION -  F 312
 BL1458  PID         -  BL1458
 BL1458  STATE/COUNTY-  TX/MONTGOMERY
 BL1458  USGS QUAD   -  PLANTERSVILLE (1962)
 BL1458
 BL1458                         *CURRENT SURVEY CONTROL
 BL1458  ___________________________________________________________________
 BL1458* NAD 83(1986)-  30 20 20.     (N)    095 48 13.     (W)     SCALED    
 BL1458* NAVD 88     -        72.64   (+/-2cm)     238.3    (feet)  VERTCON   
 BL1458  ___________________________________________________________________
 BL1458  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL1458
 BL1458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1458
 BL1458.The horizontal coordinates were scaled from a topographic map and have
 BL1458.an estimated accuracy of +/- 6 seconds.
 BL1458
 BL1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1458.The vertical order pertains to the NGVD 29 superseded value.
 BL1458
 BL1458.The geoid height was determined by GEOID03.
 BL1458
 BL1458;                    North         East    Units  Estimated Accuracy
 BL1458;SPC TX C     - 3,083,390.    1,135,420.      MT  (+/- 180 meters Scaled)
 BL1458
 BL1458                          SUPERSEDED SURVEY CONTROL
 BL1458
 BL1458  NGVD 29 (??/??/92)   72.626  (m)          238.27   (f) ADJ UNCH    2 0
 BL1458
 BL1458.Superseded values are not recommended for survey control.
 BL1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1458.See file dsdata.txt to determine how the superseded data were derived.
 BL1458
 BL1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP304596(NAD 83)
 BL1458_MARKER: DB = BENCH MARK DISK
 BL1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1458_STAMPING: F 312 1935
 BL1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1458+STABILITY: SURFACE MOTION
 BL1458
 BL1458  HISTORY     - Date     Condition        Report By
 BL1458  HISTORY     - 1935     MONUMENTED       CGS
 BL1458  HISTORY     - 1954     GOOD             NGS
 BL1458  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL1458  HISTORY     - 19920314 GOOD             USPSQD
 BL1458
 BL1458                          STATION DESCRIPTION
 BL1458
 BL1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1458'2.8 MI SW FROM DOBBIN.
 BL1458'2.8 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BL1458'FROM THE STATION AT DOBBIN, 43.5 FEET SOUTHEAST OF THE CENTER LINE OF
 BL1458'A GRAVELED ROAD, 56.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 267 FEET
 BL1458'NORTHEAST OF THE GRIMES AND MONTGOMERY COUNTY LINE, 10.1 FEET
 BL1458'NORTHWEST OF A FENCE, 5 POLES NORTHEAST OF MILEPOST 47, SET IN THE TOP
 BL1458'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL1458
 BL1458                          STATION RECOVERY (1989)
 BL1458
 BL1458'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 BL1458'MARK NOT FOUND.
 BL1458
 BL1458                          STATION RECOVERY (1992)
 BL1458
 BL1458'RECOVERY NOTE BY US POWER SQUADRON 1992 (DDD)
 BL1458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1445 ***********************************************************************
 BL1445  DESIGNATION -  F 313
 BL1445  PID         -  BL1445
 BL1445  STATE/COUNTY-  TX/GRIMES
 BL1445  USGS QUAD   -  STONEHAM (1961)
 BL1445
 BL1445                         *CURRENT SURVEY CONTROL
 BL1445  ___________________________________________________________________
 BL1445* NAD 83(1986)-  30 20 47.     (N)    095 54 49.     (W)     SCALED    
 BL1445* NAVD 88     -       110.19   (+/-2cm)     361.5    (feet)  VERTCON   
 BL1445  ___________________________________________________________________
 BL1445  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BL1445
 BL1445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1445
 BL1445.The horizontal coordinates were scaled from a topographic map and have
 BL1445.an estimated accuracy of +/- 6 seconds.
 BL1445
 BL1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1445.The vertical order pertains to the NGVD 29 superseded value.
 BL1445
 BL1445.The geoid height was determined by GEOID03.
 BL1445
 BL1445;                    North         East    Units  Estimated Accuracy
 BL1445;SPC TX C     - 3,083,790.    1,124,820.      MT  (+/- 180 meters Scaled)
 BL1445
 BL1445                          SUPERSEDED SURVEY CONTROL
 BL1445
 BL1445  NGVD 29 (??/??/92)  110.174  (m)          361.46   (f) ADJ UNCH    2 0
 BL1445
 BL1445.Superseded values are not recommended for survey control.
 BL1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1445.See file dsdata.txt to determine how the superseded data were derived.
 BL1445
 BL1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP199607(NAD 83)
 BL1445_MARKER: DB = BENCH MARK DISK
 BL1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1445_STAMPING: F 313 1935
 BL1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1445+STABILITY: SURFACE MOTION
 BL1445
 BL1445  HISTORY     - Date     Condition        Report By
 BL1445  HISTORY     - 1935     MONUMENTED       CGS
 BL1445  HISTORY     - 1954     GOOD             NGS
 BL1445  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1445  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BL1445
 BL1445                          STATION DESCRIPTION
 BL1445
 BL1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1445'IN STONEHAM.
 BL1445'AT STONEHAM, 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BL1445'INTERNATIONAL AND GREAT NORTHERN RAILROAD STATION, 18.7 FEET SOUTHWEST
 BL1445'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 2 FEET SOUTHEAST OF A WITNESS
 BL1445'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BL1445'THE GROUND.  NOTE-- THE INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW
 BL1445'THE MISSOURI PACIFIC.
 BL1445
 BL1445                          STATION RECOVERY (1994)
 BL1445
 BL1445'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1445'MARK NOT FOUND.
 BL1445
 BL1445                          STATION RECOVERY (1999)
 BL1445
 BL1445'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0057 ***********************************************************************
 BM0057  DESIGNATION -  F 314
 BM0057  PID         -  BM0057
 BM0057  STATE/COUNTY-  TX/ROBERTSON
 BM0057  USGS QUAD   -  DUNN CREEK (1980)
 BM0057
 BM0057                         *CURRENT SURVEY CONTROL
 BM0057  ___________________________________________________________________
 BM0057* NAD 83(1986)-  30 46 01.     (N)    096 28 48.     (W)     SCALED    
 BM0057* NAVD 88     -        87.27   (+/-2cm)     286.3    (feet)  VERTCON   
 BM0057  ___________________________________________________________________
 BM0057  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BM0057
 BM0057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0057
 BM0057.The horizontal coordinates were scaled from a topographic map and have
 BM0057.an estimated accuracy of +/- 6 seconds.
 BM0057
 BM0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0057.The vertical order pertains to the NGVD 29 superseded value.
 BM0057
 BM0057.The geoid height was determined by GEOID03.
 BM0057
 BM0057;                    North         East    Units  Estimated Accuracy
 BM0057;SPC TX C     - 3,128,360.    1,068,790.      MT  (+/- 180 meters Scaled)
 BM0057
 BM0057                          SUPERSEDED SURVEY CONTROL
 BM0057
 BM0057  NGVD 29 (??/??/92)   87.231  (m)          286.19   (f) ADJ UNCH    2 0
 BM0057
 BM0057.Superseded values are not recommended for survey control.
 BM0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0057.See file dsdata.txt to determine how the superseded data were derived.
 BM0057
 BM0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV411064(NAD 83)
 BM0057_MARKER: DB = BENCH MARK DISK
 BM0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0057_SP_SET: ABUTMENT
 BM0057_STAMPING: F 314 1935
 BM0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0057
 BM0057  HISTORY     - Date     Condition        Report By
 BM0057  HISTORY     - 1935     MONUMENTED       CGS
 BM0057  HISTORY     - 1938     GOOD             SPRR
 BM0057
 BM0057                          STATION DESCRIPTION
 BM0057
 BM0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0057'10.2 MI N FROM BRYAN.
 BM0057'10.2 MILES NORTH OF AND ALONG THE S.P.R.R.  SET HORIZONTAL IN A BRIDGE
 BM0057'ABUTMENT, IN THE THIRD STONE FROM THE TOP OF THE EAST END OF THE NORTH
 BM0057'ABUTMENT OF R.R. BRIDGE NO. 109D.
 BM0057
 BM0057                          STATION RECOVERY (1938)
 BM0057
 BM0057'RECOVERY NOTE BY SOUTHERN PACIFIC RAILROAD 1938
 BM0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1990 ***********************************************************************
 AX1990  DESIGNATION -  F 315
 AX1990  PID         -  AX1990
 AX1990  STATE/COUNTY-  TX/WILSON
 AX1990  USGS QUAD   -  STOCKDALE (1987)
 AX1990
 AX1990                         *CURRENT SURVEY CONTROL
 AX1990  ___________________________________________________________________
 AX1990* NAD 83(1986)-  29 13 46.     (N)    097 55 48.     (W)     SCALED    
 AX1990* NAVD 88     -       160.50   (+/-2cm)     526.6    (feet)  VERTCON   
 AX1990  ___________________________________________________________________
 AX1990  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AX1990
 AX1990  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1990
 AX1990.The horizontal coordinates were scaled from a topographic map and have
 AX1990.an estimated accuracy of +/- 6 seconds.
 AX1990
 AX1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1990.The vertical order pertains to the NGVD 29 superseded value.
 AX1990
 AX1990.The geoid height was determined by GEOID03.
 AX1990
 AX1990;                    North         East    Units  Estimated Accuracy
 AX1990;SPC TXSC     - 4,155,200.      704,010.      MT  (+/- 180 meters Scaled)
 AX1990
 AX1990                          SUPERSEDED SURVEY CONTROL
 AX1990
 AX1990  NGVD 29 (??/??/92)  160.448  (m)          526.40   (f) ADJ UNCH    2 0
 AX1990
 AX1990.Superseded values are not recommended for survey control.
 AX1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1990.See file dsdata.txt to determine how the superseded data were derived.
 AX1990
 AX1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT039338(NAD 83)
 AX1990_MARKER: DB = BENCH MARK DISK
 AX1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1990_STAMPING: F 315 1935
 AX1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1990+STABILITY: SURFACE MOTION
 AX1990
 AX1990  HISTORY     - Date     Condition        Report By
 AX1990  HISTORY     - 1935     MONUMENTED       CGS
 AX1990  HISTORY     - 1943     GOOD             NGS
 AX1990  HISTORY     - 1961     GOOD             USGS
 AX1990  HISTORY     - 19960914 GOOD             USPSQD
 AX1990
 AX1990                          STATION DESCRIPTION
 AX1990
 AX1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1990'2.2 MI E FROM STOCKDALE.
 AX1990'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1990'STATION AT STOCKDALE, PROCEED 2.2 MILES EASTERLY ALONG THE TRACK TO A
 AX1990'DIRT GRADE CROSSING AND SITE OF BENCH MARK.  BENCH MARK IS 3 1/2
 AX1990'TELEPHONE POLE LENGTHS EAST OF AND ACROSS THE TRACK FROM MILE POST
 AX1990'NO.100.  IT IS 47.5 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AX1990'CENTERLINE OF THE TRACK, 24.8 FEET EAST OF THE CENTERLINE OF A DIRT
 AX1990'ROAD, 16.2 FEET NORTHEAST OF TELEPHONE POLE NO.H AND 2.7 FEET WEST OF
 AX1990'A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.  A
 AX1990'DISK SET IN A CONCRETE POST.
 AX1990
 AX1990                          STATION RECOVERY (1961)
 AX1990
 AX1990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1990'RECOVERED IN GOOD CONDITION.
 AX1990
 AX1990                          STATION RECOVERY (1996)
 AX1990
 AX1990'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0042 ***********************************************************************
 AY0042  DESIGNATION -  F 316
 AY0042  PID         -  AY0042
 AY0042  STATE/COUNTY-  TX/GUADALUPE
 AY0042  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY0042
 AY0042                         *CURRENT SURVEY CONTROL
 AY0042  ___________________________________________________________________
 AY0042* NAD 83(1986)-  29 38 41.     (N)    098 02 19.     (W)     SCALED    
 AY0042* NAVD 88     -       179.79   (+/-2cm)     589.9    (feet)  VERTCON   
 AY0042  ___________________________________________________________________
 AY0042  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AY0042
 AY0042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0042
 AY0042.The horizontal coordinates were scaled from a topographic map and have
 AY0042.an estimated accuracy of +/- 6 seconds.
 AY0042
 AY0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0042.The vertical order pertains to the NGVD 29 superseded value.
 AY0042
 AY0042.The geoid height was determined by GEOID03.
 AY0042
 AY0042;                    North         East    Units  Estimated Accuracy
 AY0042;SPC TXSC     - 4,201,130.      693,080.      MT  (+/- 180 meters Scaled)
 AY0042
 AY0042                          SUPERSEDED SURVEY CONTROL
 AY0042
 AY0042  NGVD 29 (??/??/92)  179.71   (m)          589.6    (f) COMPUTED    2 0
 AY0042
 AY0042.Superseded values are not recommended for survey control.
 AY0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0042.See file dsdata.txt to determine how the superseded data were derived.
 AY0042
 AY0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT930798(NAD 83)
 AY0042_MARKER: DB = BENCH MARK DISK
 AY0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0042_STAMPING: F 316 1935
 AY0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0042+STABILITY: SURFACE MOTION
 AY0042
 AY0042  HISTORY     - Date     Condition        Report By
 AY0042  HISTORY     - 1935     MONUMENTED       CGS
 AY0042  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0042  HISTORY     - 19880427 MARK NOT FOUND   USPSQD
 AY0042  HISTORY     - 1989     GOOD             USPSQD
 AY0042  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0042
 AY0042                          STATION DESCRIPTION
 AY0042
 AY0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY0042'6.6 MI NW FROM SEGUIN.
 AY0042'6.6 MILES NORTHWEST ALONG THE NEW BRAUNFELS ROAD FROM THE TEXAS AND
 AY0042'NEW ORLEANS RAILROAD STATION AT SEGUIN, GUADALUPE COUNTY, ON THE SOUTH
 AY0042'SIDE OF A HILL, 39 YARDS NORTHWEST OF THE JUNCTION OF A ROAD LEADING
 AY0042'EAST, 24 YARDS WEST OF THE CENTERLINE OF THE NEW BRAUNFELS ROAD, AND
 AY0042'13 YARDS SOUTH OF THE CENTERLINE OF A ROAD LEADING WEST TO A
 AY0042'FARMHOUSE.  A STANDARD DISK, STAMPED F 316 1935 AND SET IN THE TOP OF
 AY0042'A CONCRETE POST.
 AY0042
 AY0042                          STATION RECOVERY (1988)
 AY0042
 AY0042'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0042'MARK NOT FOUND.
 AY0042
 AY0042                          STATION RECOVERY (1988)
 AY0042
 AY0042'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY0042'MARK NOT FOUND.
 AY0042
 AY0042                          STATION RECOVERY (1989)
 AY0042
 AY0042'RECOVERY NOTE BY US POWER SQUADRON 1989 (JMH)
 AY0042'RECOVERED IN GOOD CONDITION.
 AY0042
 AY0042                          STATION RECOVERY (1999)
 AY0042
 AY0042'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1620 ***********************************************************************
 AN1620  DESIGNATION -  F 317
 AN1620  PID         -  AN1620
 AN1620  STATE/COUNTY-  TX/KARNES
 AN1620  USGS QUAD   -  KARNES CITY (1987)
 AN1620
 AN1620                         *CURRENT SURVEY CONTROL
 AN1620  ___________________________________________________________________
 AN1620* NAD 83(1986)-  28 58 27.     (N)    097 54 56.     (W)     SCALED    
 AN1620* NAVD 88     -       107.11   (+/-2cm)     351.4    (feet)  VERTCON   
 AN1620  ___________________________________________________________________
 AN1620  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AN1620
 AN1620  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1620
 AN1620.The horizontal coordinates were scaled from a topographic map and have
 AN1620.an estimated accuracy of +/- 6 seconds.
 AN1620
 AN1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1620.The vertical order pertains to the NGVD 29 superseded value.
 AN1620
 AN1620.The geoid height was determined by GEOID03.
 AN1620
 AN1620;                    North         East    Units  Estimated Accuracy
 AN1620;SPC TXSC     - 4,126,930.      705,680.      MT  (+/- 180 meters Scaled)
 AN1620
 AN1620                          SUPERSEDED SURVEY CONTROL
 AN1620
 AN1620  NGVD 29 (??/??/92)  107.070  (m)          351.28   (f) ADJ UNCH    2 0
 AN1620
 AN1620.Superseded values are not recommended for survey control.
 AN1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1620.See file dsdata.txt to determine how the superseded data were derived.
 AN1620
 AN1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT056056(NAD 83)
 AN1620_MARKER: DB = BENCH MARK DISK
 AN1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1620_STAMPING: F 317 1935
 AN1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1620+STABILITY: SURFACE MOTION
 AN1620
 AN1620  HISTORY     - Date     Condition        Report By
 AN1620  HISTORY     - 1935     MONUMENTED       CGS
 AN1620
 AN1620                          STATION DESCRIPTION
 AN1620
 AN1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1620'1.7 MI N FROM PANNA MARIA.
 AN1620'1.7 MILES NORTH ALONG THE OLD KESCIUSKO ROAD FROM PANNA MARIA, KARNES
 AN1620'COUNTY 102 FEET WEST OF THE CENTER LINE OF A ROAD, AT A FENCE RUNNING
 AN1620'WEST, AND NEAR A DRIVEWAY TO A FARM.  SET IN THE TOP OF A CONCRETE
 AN1620'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1433 ***********************************************************************
 BY1433  DESIGNATION -  F 318
 BY1433  PID         -  BY1433
 BY1433  STATE/COUNTY-  TX/HOUSTON
 BY1433  USGS QUAD   -  BEREA (1951)
 BY1433
 BY1433                         *CURRENT SURVEY CONTROL
 BY1433  ___________________________________________________________________
 BY1433* NAD 83(1986)-  31 19 34.     (N)    095 21 45.     (W)     SCALED    
 BY1433* NAVD 88     -       129.64   (+/-2cm)     425.3    (feet)  VERTCON   
 BY1433  ___________________________________________________________________
 BY1433  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BY1433
 BY1433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1433
 BY1433.The horizontal coordinates were scaled from a topographic map and have
 BY1433.an estimated accuracy of +/- 6 seconds.
 BY1433
 BY1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1433.The vertical order pertains to the NGVD 29 superseded value.
 BY1433
 BY1433.The geoid height was determined by GEOID03.
 BY1433
 BY1433;                    North         East    Units  Estimated Accuracy
 BY1433;SPC TX C     - 3,194,530.    1,172,910.      MT  (+/- 180 meters Scaled)
 BY1433
 BY1433                          SUPERSEDED SURVEY CONTROL
 BY1433
 BY1433  NGVD 29 (??/??/92)  129.630  (m)          425.29   (f) ADJ UNCH    2 0
 BY1433
 BY1433.Superseded values are not recommended for survey control.
 BY1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1433.See file dsdata.txt to determine how the superseded data were derived.
 BY1433
 BY1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ752681(NAD 83)
 BY1433_MARKER: DB = BENCH MARK DISK
 BY1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1433_STAMPING: F 318 1935
 BY1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1433+STABILITY: SURFACE MOTION
 BY1433
 BY1433  HISTORY     - Date     Condition        Report By
 BY1433  HISTORY     - 1935     MONUMENTED       CGS
 BY1433  HISTORY     - 1942     GOOD             NGS
 BY1433
 BY1433                          STATION DESCRIPTION
 BY1433
 BY1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BY1433'5.8 MI E FROM CROCKETT.
 BY1433'5.8 MILES EAST ALONG STATE HIGHWAY 7 FROM CROCKETT, HOUSTON COUNTY,
 BY1433'0.5 MILE EAST OF A HOUSE ON THE TOP OF A HILL AT A CURVE IN THE
 BY1433'HIGHWAY, 0.25 MILE EAST OF A LARGE CULVERT, 25 FEET EAST OF THE FOURTH
 BY1433'POLE WEST OF THE CULVERT, 179 YARDS WEST OF ANOTHER CULVERT, 47 FEET
 BY1433'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTH OF THE
 BY1433'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 318 1935 AND SET IN
 BY1433'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0504 ***********************************************************************
 BZ0504  DESIGNATION -  F 319
 BZ0504  PID         -  BZ0504
 BZ0504  STATE/COUNTY-  TX/ROBERTSON
 BZ0504  USGS QUAD   -  HAMMOND (1978)
 BZ0504
 BZ0504                         *CURRENT SURVEY CONTROL
 BZ0504  ___________________________________________________________________
 BZ0504* NAD 83(1986)-  31 02 31.     (N)    096 41 23.     (W)     SCALED    
 BZ0504* NAVD 88     -       105.14   (+/-2cm)     344.9    (feet)  VERTCON   
 BZ0504  ___________________________________________________________________
 BZ0504  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BZ0504
 BZ0504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0504
 BZ0504.The horizontal coordinates were scaled from a topographic map and have
 BZ0504.an estimated accuracy of +/- 6 seconds.
 BZ0504
 BZ0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0504.The vertical order pertains to the NGVD 29 superseded value.
 BZ0504
 BZ0504.The geoid height was determined by GEOID03.
 BZ0504
 BZ0504;                    North         East    Units  Estimated Accuracy
 BZ0504;SPC TX C     - 3,158,150.    1,047,730.      MT  (+/- 180 meters Scaled)
 BZ0504
 BZ0504                          SUPERSEDED SURVEY CONTROL
 BZ0504
 BZ0504  NGVD 29 (??/??/92)  105.102  (m)          344.82   (f) ADJ UNCH    2 0
 BZ0504
 BZ0504.Superseded values are not recommended for survey control.
 BZ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0504.See file dsdata.txt to determine how the superseded data were derived.
 BZ0504
 BZ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV204365(NAD 83)
 BZ0504_MARKER: DB = BENCH MARK DISK
 BZ0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0504_STAMPING: F 319 1935
 BZ0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0504+STABILITY: SURFACE MOTION
 BZ0504
 BZ0504  HISTORY     - Date     Condition        Report By
 BZ0504  HISTORY     - 1935     MONUMENTED       CGS
 BZ0504
 BZ0504                          STATION DESCRIPTION
 BZ0504
 BZ0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0504'4.6 MI N FROM CALVERT.
 BZ0504'4.6 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0504'STATION AT CALVERT, ROBERTSON COUNTY, 23 FEET SOUTH OF THE CENTERLINE
 BZ0504'OF A ROAD WHICH CROSSES THE TRACK BETWEEN CATTLE GUARDS 133 B AND 133
 BZ0504'C, 58 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 8 FEET SOUTHEAST
 BZ0504'OF THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED F 319 1935
 BZ0504'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0090 ***********************************************************************
 AZ0090  DESIGNATION -  F 32
 AZ0090  PID         -  AZ0090
 AZ0090  STATE/COUNTY-  TX/UVALDE
 AZ0090  USGS QUAD   -  CLINE (1974)
 AZ0090
 AZ0090                         *CURRENT SURVEY CONTROL
 AZ0090  ___________________________________________________________________
 AZ0090* NAD 83(1986)-  29 14 54.     (N)    100 03 34.     (W)     SCALED    
 AZ0090* NAVD 88     -       309.337  (meters)    1014.88   (feet)  POSTED    
 AZ0090  ___________________________________________________________________
 AZ0090  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0090  DYNAMIC HT  -         308.890 (meters)    1013.42  (feet)  COMP
 AZ0090  MODELED GRAV-     979,175.5   (mgal)                       NAVD 88
 AZ0090
 AZ0090  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0090
 AZ0090.The horizontal coordinates were scaled from a topographic map and have
 AZ0090.an estimated accuracy of +/- 6 seconds.
 AZ0090
 AZ0090.The orthometric height was determined by differential leveling
 AZ0090.and adjusted by the National Geodetic Survey in 1992..
 AZ0090.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0090.rate of 0.0 thru 1.0 mm/km.
 AZ0090
 AZ0090.The geoid height was determined by GEOID03.
 AZ0090
 AZ0090.The dynamic height is computed by dividing the NAVD 88
 AZ0090.geopotential number by the normal gravity value computed on the
 AZ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0090.degrees latitude (g = 980.6199 gals.).
 AZ0090
 AZ0090.The modeled gravity was interpolated from observed gravity values.
 AZ0090
 AZ0090;                    North         East    Units  Estimated Accuracy
 AZ0090;SPC TXSC     - 4,157,290.      497,030.      MT  (+/- 180 meters Scaled)
 AZ0090
 AZ0090                          SUPERSEDED SURVEY CONTROL
 AZ0090
 AZ0090  NGVD 29 (??/??/92)  309.231  (m)         1014.54   (f) ADJ UNCH    1 2
 AZ0090
 AZ0090.Superseded values are not recommended for survey control.
 AZ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0090.See file dsdata.txt to determine how the superseded data were derived.
 AZ0090
 AZ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT970359(NAD 83)
 AZ0090_MARKER: DB = BENCH MARK DISK
 AZ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0090_STAMPING: F 32 1917 ELEV 1014.535 FT
 AZ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0090+STABILITY: SURFACE MOTION
 AZ0090
 AZ0090  HISTORY     - Date     Condition        Report By
 AZ0090  HISTORY     - 1917     MONUMENTED       CGS
 AZ0090  HISTORY     - 1957     GOOD             NGS
 AZ0090  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0090
 AZ0090                          STATION DESCRIPTION
 AZ0090
 AZ0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0090'1.35 MI E FROM CLINE.
 AZ0090'1.35 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0090'STATION AT CLINE, 74.6 FEET SOUTH OF THE SOUTH RAIL, 39 FEET SOUTHEAST
 AZ0090'OF MILEPOST 318, 30 FEET SOUTH OF A FENCE, 30 FEET SOUTH OF A WITNESS
 AZ0090'POST, 6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 AZ0090'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AZ0090
 AZ0090                          STATION RECOVERY (1982)
 AZ0090
 AZ0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0090'MARK NOT RECOVERED THIS DATE, INACCESSIBLE FOR LEVELS, PRIVATE FENCED
 AZ0090'IN PROPERTY, NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0613 ***********************************************************************
 BZ0613  DESIGNATION -  F 320
 BZ0613  PID         -  BZ0613
 BZ0613  STATE/COUNTY-  TX/MCLENNAN
 BZ0613  USGS QUAD   -  ELK (1978)
 BZ0613
 BZ0613                         *CURRENT SURVEY CONTROL
 BZ0613  ___________________________________________________________________
 BZ0613* NAD 83(1986)-  31 31 04.     (N)    096 58 11.     (W)     SCALED    
 BZ0613* NAVD 88     -       154.39   (+/-2cm)     506.5    (feet)  VERTCON   
 BZ0613  ___________________________________________________________________
 BZ0613  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BZ0613
 BZ0613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0613
 BZ0613.The horizontal coordinates were scaled from a topographic map and have
 BZ0613.an estimated accuracy of +/- 6 seconds.
 BZ0613
 BZ0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0613.The vertical order pertains to the NGVD 29 superseded value.
 BZ0613
 BZ0613.The geoid height was determined by GEOID03.
 BZ0613
 BZ0613;                    North         East    Units  Estimated Accuracy
 BZ0613;SPC TX C     - 3,210,040.    1,019,420.      MT  (+/- 180 meters Scaled)
 BZ0613
 BZ0613                          SUPERSEDED SURVEY CONTROL
 BZ0613
 BZ0613  NGVD 29 (??/??/92)  154.334  (m)          506.34   (f) ADJ UNCH    2 0
 BZ0613
 BZ0613.Superseded values are not recommended for survey control.
 BZ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0613.See file dsdata.txt to determine how the superseded data were derived.
 BZ0613
 BZ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV927887(NAD 83)
 BZ0613_MARKER: DB = BENCH MARK DISK
 BZ0613_SETTING: 0 = UNSPECIFIED SETTING
 BZ0613_STAMPING: F 320 1935
 BZ0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0613
 BZ0613  HISTORY     - Date     Condition        Report By
 BZ0613  HISTORY     - 1935     MONUMENTED       CGS
 BZ0613  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0613
 BZ0613                          STATION DESCRIPTION
 BZ0613
 BZ0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0613'4.2 MI N FROM RIESEL.
 BZ0613'4.2 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0613'STATION AT RIESEL, MCLENNAN CO., ABOUT 108 YARDS NORTH OF THE MILEPOST
 BZ0613'34, AT A PRIVATE-ROAD CROSSING, 38 FEET EAST OF THE CENTERLINE OF THE
 BZ0613'TRACK, 9 FEET NORTH OF THE EAST GATE TO THE CROSSING, AND 7 FEET WEST
 BZ0613'OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, SET IN THE TOP OF A
 BZ0613'CONCRETE POST.
 BZ0613
 BZ0613                          STATION RECOVERY (2001)
 BZ0613
 BZ0613'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0695 ***********************************************************************
 BZ0695  DESIGNATION -  F 321
 BZ0695  PID         -  BZ0695
 BZ0695  STATE/COUNTY-  TX/HILL
 BZ0695  USGS QUAD   -  ABBOTT (1979)
 BZ0695
 BZ0695                         *CURRENT SURVEY CONTROL
 BZ0695  ___________________________________________________________________
 BZ0695* NAD 83(1986)-  31 59 21.     (N)    097 06 58.     (W)     SCALED    
 BZ0695* NAVD 88     -       184.757  (meters)     606.16   (feet)  ADJUSTED  
 BZ0695  ___________________________________________________________________
 BZ0695  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BZ0695  DYNAMIC HT  -         184.529 (meters)     605.41  (feet)  COMP
 BZ0695  MODELED GRAV-     979,402.7   (mgal)                       NAVD 88
 BZ0695
 BZ0695  VERT ORDER  -  FIRST     CLASS II
 BZ0695
 BZ0695.The horizontal coordinates were scaled from a topographic map and have
 BZ0695.an estimated accuracy of +/- 6 seconds.
 BZ0695
 BZ0695.The orthometric height was determined by differential leveling
 BZ0695.and adjusted by the National Geodetic Survey in June 1991..
 BZ0695
 BZ0695.The geoid height was determined by GEOID03.
 BZ0695
 BZ0695.The dynamic height is computed by dividing the NAVD 88
 BZ0695.geopotential number by the normal gravity value computed on the
 BZ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0695.degrees latitude (g = 980.6199 gals.).
 BZ0695
 BZ0695.The modeled gravity was interpolated from observed gravity values.
 BZ0695
 BZ0695;                    North         East    Units  Estimated Accuracy
 BZ0695;SPC TXNC     - 2,036,630.      730,790.      MT  (+/- 180 meters Scaled)
 BZ0695
 BZ0695                          SUPERSEDED SURVEY CONTROL
 BZ0695
 BZ0695  NGVD 29 (??/??/92)  184.721  (m)          606.04   (f) ADJ UNCH    1 2
 BZ0695
 BZ0695.Superseded values are not recommended for survey control.
 BZ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0695.See file dsdata.txt to determine how the superseded data were derived.
 BZ0695
 BZ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA779407(NAD 83)
 BZ0695_MARKER: DB = BENCH MARK DISK
 BZ0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0695_SP_SET: CULVERT
 BZ0695_STAMPING: F 321 1935
 BZ0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0695
 BZ0695  HISTORY     - Date     Condition        Report By
 BZ0695  HISTORY     - 1935     MONUMENTED       CGS
 BZ0695  HISTORY     - 1952     GOOD             NGS
 BZ0695  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 BZ0695  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0695  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0695
 BZ0695                          STATION DESCRIPTION
 BZ0695
 BZ0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0695'1.8 MI S FROM HILLSBORO.
 BZ0695'1.8 MILES SOUTH ALONG THE MISSOURI KANSAS AND TEXAS RAILROAD OF TEXAS
 BZ0695'FROM THE STATION AT HILLSBORO, 0.6 MILES SOUTH OF THE WATER TANK AT
 BZ0695'THE WINSLOW SIDING SET IN THE TOP OF THE SOUTHEAST END OF THE
 BZ0695'SOUTHWEST HEADWALL OF A CONCRETE CULVERT, 12 FEET SOUTHWEST RAIL,
 BZ0695'ABOUT 4 FEET BELOW THE LEVEL OF THE RAIL.
 BZ0695
 BZ0695                          STATION RECOVERY (1995)
 BZ0695
 BZ0695'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0695'MARK NOT FOUND.
 BZ0695
 BZ0695                          STATION RECOVERY (1995)
 BZ0695
 BZ0695'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0695'MARK NOT FOUND.
 BZ0695
 BZ0695                          STATION RECOVERY (2003)
 BZ0695
 BZ0695'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ0695'LOCATION MEASURED BY GARMIN GPS 76(WAAS) WITH 10.8 FT ACCURACY IS 31
 BZ0695'59 20.8 (N) AND 097 J06 59.7 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0788 ***********************************************************************
 BZ0788  DESIGNATION -  F 322
 BZ0788  PID         -  BZ0788
 BZ0788  STATE/COUNTY-  TX/MCLENNAN
 BZ0788  USGS QUAD   -  MOODY (1993)
 BZ0788
 BZ0788                         *CURRENT SURVEY CONTROL
 BZ0788  ___________________________________________________________________
 BZ0788* NAD 83(1986)-  31 17 42.     (N)    097 15 06.     (W)     SCALED    
 BZ0788* NAVD 88     -       204.625  (meters)     671.34   (feet)  ADJUSTED  
 BZ0788  ___________________________________________________________________
 BZ0788  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BZ0788  DYNAMIC HT  -         204.358 (meters)     670.46  (feet)  COMP
 BZ0788  MODELED GRAV-     979,332.2   (mgal)                       NAVD 88
 BZ0788
 BZ0788  VERT ORDER  -  FIRST     CLASS II
 BZ0788
 BZ0788.The horizontal coordinates were scaled from a topographic map and have
 BZ0788.an estimated accuracy of +/- 6 seconds.
 BZ0788
 BZ0788.The orthometric height was determined by differential leveling
 BZ0788.and adjusted by the National Geodetic Survey in June 1991..
 BZ0788
 BZ0788.The geoid height was determined by GEOID03.
 BZ0788
 BZ0788.The dynamic height is computed by dividing the NAVD 88
 BZ0788.geopotential number by the normal gravity value computed on the
 BZ0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0788.degrees latitude (g = 980.6199 gals.).
 BZ0788
 BZ0788.The modeled gravity was interpolated from observed gravity values.
 BZ0788
 BZ0788;                    North         East    Units  Estimated Accuracy
 BZ0788;SPC TX C     - 3,184,570.      993,330.      MT  (+/- 180 meters Scaled)
 BZ0788
 BZ0788                          SUPERSEDED SURVEY CONTROL
 BZ0788
 BZ0788  NGVD 29 (??/??/92)  204.551  (m)          671.10   (f) ADJ UNCH    1 2
 BZ0788
 BZ0788.Superseded values are not recommended for survey control.
 BZ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0788.See file dsdata.txt to determine how the superseded data were derived.
 BZ0788
 BZ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV664636(NAD 83)
 BZ0788_MARKER: DB = BENCH MARK DISK
 BZ0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0788_STAMPING: F 322- 1935
 BZ0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0788+STABILITY: SURFACE MOTION
 BZ0788
 BZ0788  HISTORY     - Date     Condition        Report By
 BZ0788  HISTORY     - 1935     MONUMENTED       CGS
 BZ0788  HISTORY     - 1956     GOOD             NGS
 BZ0788  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0788  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0788  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0788  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0788
 BZ0788                          STATION DESCRIPTION
 BZ0788
 BZ0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BZ0788'IN EDDY.
 BZ0788'AT EDDY, MCLENNAN COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 BZ0788'TEXAS, 82 YARDS NORTHEAST OF THE STATION, 65 FEET SOUTHWEST OF THE
 BZ0788'SOUTHWEST CORNER OF THE F. A. FLOWERS GIN, 92 FEET EAST OF THE
 BZ0788'CENTERLINE OF THE MAIN TRACK, AND SET IN THE TOP OF A CONCRETE POST.
 BZ0788'NOTE-- MARK BELIEVED TORN OUT OR BROKEN OFF BY TRUCKS.
 BZ0788
 BZ0788                          STATION RECOVERY (1965)
 BZ0788
 BZ0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0788'MARK NOT FOUND.
 BZ0788
 BZ0788                          STATION RECOVERY (1980)
 BZ0788
 BZ0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0788'MARK NOT FOUND.
 BZ0788
 BZ0788                          STATION RECOVERY (1995)
 BZ0788
 BZ0788'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0788'MARK NOT FOUND.
 BZ0788
 BZ0788                          STATION RECOVERY (2001)
 BZ0788
 BZ0788'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0111 ***********************************************************************
 BN0111  DESIGNATION -  F 323
 BN0111  PID         -  BN0111
 BN0111  STATE/COUNTY-  TX/BLANCO
 BN0111  USGS QUAD   -  BLANCO (1963)
 BN0111
 BN0111                         *CURRENT SURVEY CONTROL
 BN0111  ___________________________________________________________________
 BN0111* NAD 83(1986)-  30 02 25.     (N)    098 24 40.     (W)     SCALED    
 BN0111* NAVD 88     -       446.226  (meters)    1463.99   (feet)  ADJUSTED  
 BN0111  ___________________________________________________________________
 BN0111  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 BN0111  DYNAMIC HT  -         445.595 (meters)    1461.92  (feet)  COMP
 BN0111  MODELED GRAV-     979,214.9   (mgal)                       NAVD 88
 BN0111
 BN0111  VERT ORDER  -  SECOND    CLASS 0
 BN0111
 BN0111.The horizontal coordinates were scaled from a topographic map and have
 BN0111.an estimated accuracy of +/- 6 seconds.
 BN0111
 BN0111.The orthometric height was determined by differential leveling
 BN0111.and adjusted by the National Geodetic Survey in June 1991..
 BN0111
 BN0111.The geoid height was determined by GEOID03.
 BN0111
 BN0111.The dynamic height is computed by dividing the NAVD 88
 BN0111.geopotential number by the normal gravity value computed on the
 BN0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0111.degrees latitude (g = 980.6199 gals.).
 BN0111
 BN0111.The modeled gravity was interpolated from observed gravity values.
 BN0111
 BN0111;                    North         East    Units  Estimated Accuracy
 BN0111;SPC TX C     - 3,043,020.      885,390.      MT  (+/- 180 meters Scaled)
 BN0111
 BN0111                          SUPERSEDED SURVEY CONTROL
 BN0111
 BN0111  NGVD 29 (??/??/92)  446.126  (m)         1463.67   (f) ADJ UNCH    2 0
 BN0111
 BN0111.Superseded values are not recommended for survey control.
 BN0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0111.See file dsdata.txt to determine how the superseded data were derived.
 BN0111
 BN0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU567233(NAD 83)
 BN0111_MARKER: DB = BENCH MARK DISK
 BN0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0111_STAMPING: F 323 1935
 BN0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0111+STABILITY: SURFACE MOTION
 BN0111
 BN0111  HISTORY     - Date     Condition        Report By
 BN0111  HISTORY     - 1935     MONUMENTED       CGS
 BN0111  HISTORY     - 1953     GOOD             NGS
 BN0111  HISTORY     - 1963     MARK NOT FOUND   USGS
 BN0111  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 BN0111
 BN0111                          STATION DESCRIPTION
 BN0111
 BN0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0111'3.25 MI N FROM TWIN SISTERS.
 BN0111'3.25 MILES NORTH ALONG U. S. HIGHWAY 281 FROM THE POST OFFICE AT TWIN
 BN0111'SISTERS, 82 YARDS SOUTHWEST OF A WINDMILL, 54 FEET EAST OF THE CENTER
 BN0111'LINE OF THE HIGHWAY, 16 FEET EAST OF A 6 INCH TRIANGULAR BLAZED OAK
 BN0111'TREE, 15 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 BN0111'SOUTHEAST, 3 FEET EAST OF A FENCE, 3.7 FEET SOUTHEAST OF A WITNESS
 BN0111'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BN0111'THE GROUND.
 BN0111
 BN0111                          STATION RECOVERY (1963)
 BN0111
 BN0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BN0111'MARK NOT FOUND.
 BN0111
 BN0111                          STATION RECOVERY (2002)
 BN0111
 BN0111'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0150 ***********************************************************************
 AO0150  DESIGNATION -  F 324
 AO0150  PID         -  AO0150
 AO0150  STATE/COUNTY-  TX/ATASCOSA
 AO0150  USGS QUAD   -  GOLDFINCH (1982)
 AO0150
 AO0150                         *CURRENT SURVEY CONTROL
 AO0150  ___________________________________________________________________
 AO0150* NAD 83(1986)-  28 46 54.     (N)    098 46 24.     (W)     SCALED    
 AO0150* NAVD 88     -       151.693  (meters)     497.68   (feet)  ADJUSTED  
 AO0150  ___________________________________________________________________
 AO0150  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AO0150  DYNAMIC HT  -         151.470 (meters)     496.95  (feet)  COMP
 AO0150  MODELED GRAV-     979,174.4   (mgal)                       NAVD 88
 AO0150
 AO0150  VERT ORDER  -  SECOND    CLASS 0
 AO0150
 AO0150.The horizontal coordinates were scaled from a topographic map and have
 AO0150.an estimated accuracy of +/- 6 seconds.
 AO0150
 AO0150.The orthometric height was determined by differential leveling
 AO0150.and adjusted by the National Geodetic Survey in June 1991..
 AO0150
 AO0150.The geoid height was determined by GEOID03.
 AO0150
 AO0150.The dynamic height is computed by dividing the NAVD 88
 AO0150.geopotential number by the normal gravity value computed on the
 AO0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0150.degrees latitude (g = 980.6199 gals.).
 AO0150
 AO0150.The modeled gravity was interpolated from observed gravity values.
 AO0150
 AO0150;                    North         East    Units  Estimated Accuracy
 AO0150;SPC TXSC     - 4,105,120.      622,130.      MT  (+/- 180 meters Scaled)
 AO0150
 AO0150                          SUPERSEDED SURVEY CONTROL
 AO0150
 AO0150  NGVD 29 (??/??/92)  151.632  (m)          497.48   (f) ADJ UNCH    2 0
 AO0150
 AO0150.Superseded values are not recommended for survey control.
 AO0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0150.See file dsdata.txt to determine how the superseded data were derived.
 AO0150
 AO0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS221838(NAD 83)
 AO0150_MARKER: DB = BENCH MARK DISK
 AO0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0150_STAMPING: F 324 1935
 AO0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0150+STABILITY: SURFACE MOTION
 AO0150
 AO0150  HISTORY     - Date     Condition        Report By
 AO0150  HISTORY     - 1935     MONUMENTED       CGS
 AO0150  HISTORY     - 1968     GOOD             USGS
 AO0150
 AO0150                          STATION DESCRIPTION
 AO0150
 AO0150'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0150'4.9 MI N FROM HINDES.
 AO0150'4.9 MI NORTH ALONG THE SAN ANTONIO, UVADLE.  GULF RAILROAD FROM THE
 AO0150'STATION AT HINDES, CHARLOTTE-- 6.55 MILES SOUTHWESTERLY ALONG STATE
 AO0150'HIGHWAY 97 FROM THE JUNCTION OF STATE HIGHWAY 97 AND FARM ROAD 140 TO
 AO0150'A PUBLIC ROAD WEST.  0.50 MILES WEST ALONG PUBLIC ROAD TO OLD RAILROAD
 AO0150'GRADE.  60 FEET NORTH OF THE PUBLIC ROAD AND 15 FEET SOUTHEAST OF A
 AO0150'PRIVATE TRACK ROAD AN THE WEST SIDE OF THE OLD RAILROAD GRADE. A
 AO0150'STANDARD BRONZE DISK IN A CONCRETE POST STAMPED F 324 1935 AND
 AO0150'PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0708 ***********************************************************************
 BM0708  DESIGNATION -  F 328
 BM0708  PID         -  BM0708
 BM0708  STATE/COUNTY-  TX/WILLIAMSON
 BM0708  USGS QUAD   -  ROUND ROCK (1987)
 BM0708
 BM0708                         *CURRENT SURVEY CONTROL
 BM0708  ___________________________________________________________________
 BM0708* NAD 83(1986)-  30 30 45.     (N)    097 41 26.     (W)     SCALED    
 BM0708* NAVD 88     -       218.443  (meters)     716.68   (feet)  ADJUSTED  
 BM0708  ___________________________________________________________________
 BM0708  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BM0708  DYNAMIC HT  -         218.146 (meters)     715.70  (feet)  COMP
 BM0708  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 BM0708
 BM0708  VERT ORDER  -  FIRST     CLASS II
 BM0708
 BM0708.The horizontal coordinates were scaled from a topographic map and have
 BM0708.an estimated accuracy of +/- 6 seconds.
 BM0708
 BM0708.The orthometric height was determined by differential leveling
 BM0708.and adjusted by the National Geodetic Survey in June 1991..
 BM0708
 BM0708.The geoid height was determined by GEOID03.
 BM0708
 BM0708.The dynamic height is computed by dividing the NAVD 88
 BM0708.geopotential number by the normal gravity value computed on the
 BM0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0708.degrees latitude (g = 980.6199 gals.).
 BM0708
 BM0708.The modeled gravity was interpolated from observed gravity values.
 BM0708
 BM0708;                    North         East    Units  Estimated Accuracy
 BM0708;SPC TX C     - 3,096,780.      953,630.      MT  (+/- 180 meters Scaled)
 BM0708
 BM0708                          SUPERSEDED SURVEY CONTROL
 BM0708
 BM0708  NGVD 29 (??/??/92)  218.352  (m)          716.38   (f) ADJ UNCH    1 2
 BM0708
 BM0708.Superseded values are not recommended for survey control.
 BM0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0708.See file dsdata.txt to determine how the superseded data were derived.
 BM0708
 BM0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU256763(NAD 83)
 BM0708_MARKER: DB = BENCH MARK DISK
 BM0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0708_SP_SET: ABUTMENT
 BM0708_STAMPING: F 328 1935
 BM0708_MARK LOGO: CGS   
 BM0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0708
 BM0708  HISTORY     - Date     Condition        Report By
 BM0708  HISTORY     - 1935     MONUMENTED       CGS
 BM0708  HISTORY     - 1954     GOOD             NGS
 BM0708  HISTORY     - 1980     GOOD             NGS
 BM0708  HISTORY     - 1980     GOOD             USGS
 BM0708  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0708  HISTORY     - 19990602 MARK NOT FOUND   USPSQD
 BM0708
 BM0708                          STATION DESCRIPTION
 BM0708
 BM0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0708'1.0 MI N FROM ROUND ROCK.
 BM0708'1.0 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0708'FROM THE STATION AT ROUND ROCK, 8 FEET WEST OF THE WEST RAIL, SET IN
 BM0708'THE TOP OF THE WEST END OF THE SOUTH STONE ABUTMENT OF A LONG BRIDGE
 BM0708'OVER BRUSHY CREEK.
 BM0708
 BM0708                          STATION RECOVERY (1980)
 BM0708
 BM0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0708'RECOVERED IN GOOD CONDITION.
 BM0708
 BM0708                          STATION RECOVERY (1980)
 BM0708
 BM0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BM0708'0.7 MILE NORTHWEST ALONG STATE HIGHWAY FM 620 FROM ITS JUNCTION WITH
 BM0708'BUSINESS ROUTE U.S. HIGHWAY 81 AT ROUND ROCK, THENCE 0.1 MILE NORTH
 BM0708'ALONG GEORGETOWN, RAILROAD CO. RAILROAD TRACKS FROM CROSSING, 8 FEET
 BM0708'WEST OF THE WEST RAIL, SET IN TOP OF THE WEST END OF THE SOUTH STONE
 BM0708'ABUTMENT OF A LONG WOODEN BRIDGE OVER BRUSHY CREEK, A STANDARD TABLET
 BM0708'STAMPED "F 328 1935".
 BM0708
 BM0708                          STATION RECOVERY (1990)
 BM0708
 BM0708'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0708'MARK NOT FOUND.
 BM0708
 BM0708                          STATION RECOVERY (1999)
 BM0708
 BM0708'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1256 ***********************************************************************
 AX1256  DESIGNATION -  F 329
 AX1256  PID         -  AX1256
 AX1256  STATE/COUNTY-  TX/HAYS
 AX1256  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX1256
 AX1256                         *CURRENT SURVEY CONTROL
 AX1256  ___________________________________________________________________
 AX1256* NAD 83(1986)-  29 55 23.     (N)    097 54 21.     (W)     SCALED    
 AX1256* NAVD 88     -       188.652  (meters)     618.94   (feet)  ADJUSTED  
 AX1256  ___________________________________________________________________
 AX1256  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AX1256  DYNAMIC HT  -         188.386 (meters)     618.06  (feet)  COMP
 AX1256  MODELED GRAV-     979,227.9   (mgal)                       NAVD 88
 AX1256
 AX1256  VERT ORDER  -  FIRST     CLASS II
 AX1256
 AX1256.The horizontal coordinates were scaled from a topographic map and have
 AX1256.an estimated accuracy of +/- 6 seconds.
 AX1256
 AX1256.The orthometric height was determined by differential leveling
 AX1256.and adjusted by the National Geodetic Survey in June 1991..
 AX1256
 AX1256.The geoid height was determined by GEOID03.
 AX1256
 AX1256.The dynamic height is computed by dividing the NAVD 88
 AX1256.geopotential number by the normal gravity value computed on the
 AX1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1256.degrees latitude (g = 980.6199 gals.).
 AX1256
 AX1256.The modeled gravity was interpolated from observed gravity values.
 AX1256
 AX1256;                    North         East    Units  Estimated Accuracy
 AX1256;SPC TXSC     - 4,232,090.      705,640.      MT  (+/- 180 meters Scaled)
 AX1256
 AX1256                          SUPERSEDED SURVEY CONTROL
 AX1256
 AX1256  NGVD 29 (??/??/92)  188.573  (m)          618.68   (f) ADJ UNCH    1 2
 AX1256
 AX1256.Superseded values are not recommended for survey control.
 AX1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1256.See file dsdata.txt to determine how the superseded data were derived.
 AX1256
 AX1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU056107(NAD 83)
 AX1256_MARKER: DB = BENCH MARK DISK
 AX1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1256_STAMPING: F 329 1935
 AX1256_MARK LOGO: CGS   
 AX1256_PROJECTION: PROJECTING 10 CENTIMETERS
 AX1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1256+STABILITY: SURFACE MOTION
 AX1256
 AX1256  HISTORY     - Date     Condition        Report By
 AX1256  HISTORY     - 1935     MONUMENTED       CGS
 AX1256  HISTORY     - 1959     GOOD             NGS
 AX1256  HISTORY     - 1980     GOOD             NGS
 AX1256  HISTORY     - 19910828 MARK NOT FOUND   USPSQD
 AX1256  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX1256  HISTORY     - 19990925 GOOD             USPSQD
 AX1256  HISTORY     - 20020928 GOOD             USPSQD
 AX1256
 AX1256                          STATION DESCRIPTION
 AX1256
 AX1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX1256'3.7 MI N FROM SAN MARCOS.
 AX1256'3.7 MILES NORTH ALONG THE MISSOURI PACIFIC RR FROM THE STATION AT SAN
 AX1256'MARCOS.  0.2 MILE NORTH OF MILE POST NUMBER 206.  64 FEET EAST OF THE
 AX1256'CENTERLINE OF A PAVED ROAD PARALLELING THE RR.  60 FEET WEST OF AND
 AX1256'6.0 FEET BELOW THE CENTERLINE OF THE RR.  12 FEET NORTHWEST OF A
 AX1256'DIVISION FENCE CORNER.  3.0 FEET NORTH OF A 4X4 INCH WOODEN MARKER
 AX1256'POST.  SET IN A CONCRETE POST PROJECTING 0.6 FEET.  NOTE-- 1959 AMS
 AX1256'HKB REPORT-- PROJECTS 0.4 FEET.  THE MARK IS 59 FEET WEST OF
 AX1256'CENTERLINE OF RR TRACKS AND 3.8 FEET LOWER IN ELEV.  66 FEET EAST OF
 AX1256'CENTERLINE OF HIGHWAY AND IS 4.5 FEET LOWER IN ELEV.
 AX1256
 AX1256                          STATION RECOVERY (1980)
 AX1256
 AX1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX1256'0.3 KM (0.2 MI) NORTH ALONG LYNDON B JOHNSON DRIVE FROM THE COURTHOUSE
 AX1256'IN SAN MARCOS, THENCE 1.7 KM (1.05 MI) NORTHEAST ALONG LOOP 82, THENCE
 AX1256'4.2 KM (2.6 MI) NORTHEAST ALONG POST ROAD, 0.3 KM (0.2 MI) NORTH ALONG
 AX1256'THE MISSOURI PACIFIC RAILROAD FROM MILEPOST 206, 19.5 METERS (64.0 FT)
 AX1256'EAST OF THE CENTERLINE OF THE ROAD, 1.7 METERS (58.5 FT) WEST OF THE
 AX1256'WEST RAIL, 11.0 METERS (36.0 FT) NORTHWEST OF A TELEPHONE POLE,
 AX1256'4.9 METERS (16.0 FT) NORTHWEST OF A CORNER FENCE POST.
 AX1256'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 AX1256'THE MARK IS 1.8 M BELOW THE TRACKS.
 AX1256
 AX1256                          STATION RECOVERY (1991)
 AX1256
 AX1256'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX1256'MARK NOT FOUND.
 AX1256
 AX1256                          STATION RECOVERY (1993)
 AX1256
 AX1256'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1256'MARK NOT FOUND.
 AX1256
 AX1256                          STATION RECOVERY (1999)
 AX1256
 AX1256'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1256'RECOVERED IN GOOD CONDITION.
 AX1256
 AX1256                          STATION RECOVERY (2002)
 AX1256
 AX1256'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AX1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1295 ***********************************************************************
 AY1295  DESIGNATION -  F 33
 AY1295  PID         -  AY1295
 AY1295  STATE/COUNTY-  TX/UVALDE
 AY1295  USGS QUAD   -  UVALDE (1971)
 AY1295
 AY1295                         *CURRENT SURVEY CONTROL
 AY1295  ___________________________________________________________________
 AY1295* NAD 83(1986)-  29 14 27.     (N)    099 50 44.     (W)     SCALED    
 AY1295* NAVD 88     -       289.262  (meters)     949.02   (feet)  POSTED    
 AY1295  ___________________________________________________________________
 AY1295  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AY1295  DYNAMIC HT  -         288.840 (meters)     947.64  (feet)  COMP
 AY1295  MODELED GRAV-     979,180.8   (mgal)                       NAVD 88
 AY1295
 AY1295  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1295
 AY1295.The horizontal coordinates were scaled from a topographic map and have
 AY1295.an estimated accuracy of +/- 6 seconds.
 AY1295
 AY1295.The orthometric height was determined by differential leveling
 AY1295.and adjusted by the National Geodetic Survey in 1992..
 AY1295.No vertical observational check was made to the station.
 AY1295.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1295.was located on a no-check spur therefore a value was not computed.
 AY1295
 AY1295.The geoid height was determined by GEOID03.
 AY1295
 AY1295.The dynamic height is computed by dividing the NAVD 88
 AY1295.geopotential number by the normal gravity value computed on the
 AY1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1295.degrees latitude (g = 980.6199 gals.).
 AY1295
 AY1295.The modeled gravity was interpolated from observed gravity values.
 AY1295
 AY1295;                    North         East    Units  Estimated Accuracy
 AY1295;SPC TXSC     - 4,156,290.      517,810.      MT  (+/- 180 meters Scaled)
 AY1295
 AY1295                          SUPERSEDED SURVEY CONTROL
 AY1295
 AY1295  NGVD 29 (??/??/92)  289.136  (m)          948.61   (f) ADJ UNCH    1 2
 AY1295
 AY1295.Superseded values are not recommended for survey control.
 AY1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1295.See file dsdata.txt to determine how the superseded data were derived.
 AY1295
 AY1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT178349(NAD 83)
 AY1295_MARKER: DB = BENCH MARK DISK
 AY1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1295_STAMPING: F 33 1917 ELEV 948.607
 AY1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1295+STABILITY: SURFACE MOTION
 AY1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1295+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AY1295
 AY1295  HISTORY     - Date     Condition        Report By
 AY1295  HISTORY     - 1917     MONUMENTED       CGS
 AY1295  HISTORY     - 1957     POOR             NGS
 AY1295  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1295  HISTORY     - 20031030 GOOD             USPSQD
 AY1295
 AY1295                          STATION DESCRIPTION
 AY1295
 AY1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1295'3.1 MI W FROM UVALDE.
 AY1295'3.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1295'STATION AT UVALDE, 93 FEET WEST OF THE 2ND POLE WEST OF MILEPOST 304,
 AY1295'41.5 FEET SOUTH OF THE SOUTH RAIL, 25 FEET NORTH OF THE CENTER LINE OF
 AY1295'A DIRT ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT
 AY1295'ABOVE THE GROUND.
 AY1295
 AY1295                          STATION RECOVERY (1982)
 AY1295
 AY1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1295'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AY1295
 AY1295                          STATION RECOVERY (2003)
 AY1295
 AY1295'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1295'TILTED BUT USEABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0897 ***********************************************************************
 CS0897  DESIGNATION -  F 33
 CS0897  PID         -  CS0897
 CS0897  STATE/COUNTY-  TX/ELLIS
 CS0897  USGS QUAD   -  AVALON (1976)
 CS0897
 CS0897                         *CURRENT SURVEY CONTROL
 CS0897  ___________________________________________________________________
 CS0897* NAD 83(1986)-  32 12 20.     (N)    096 47 23.     (W)     SCALED    
 CS0897* NAVD 88     -       162.156  (meters)     532.01   (feet)  ADJUSTED  
 CS0897  ___________________________________________________________________
 CS0897  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CS0897  DYNAMIC HT  -         161.965 (meters)     531.38  (feet)  COMP
 CS0897  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 CS0897
 CS0897  VERT ORDER  -  SECOND    CLASS 0
 CS0897
 CS0897.The horizontal coordinates were scaled from a topographic map and have
 CS0897.an estimated accuracy of +/- 6 seconds.
 CS0897
 CS0897.The orthometric height was determined by differential leveling
 CS0897.and adjusted by the National Geodetic Survey in June 1991..
 CS0897
 CS0897.The geoid height was determined by GEOID03.
 CS0897
 CS0897.The dynamic height is computed by dividing the NAVD 88
 CS0897.geopotential number by the normal gravity value computed on the
 CS0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0897.degrees latitude (g = 980.6199 gals.).
 CS0897
 CS0897.The modeled gravity was interpolated from observed gravity values.
 CS0897
 CS0897;                    North         East    Units  Estimated Accuracy
 CS0897;SPC TXNC     - 2,061,070.      761,240.      MT  (+/- 180 meters Scaled)
 CS0897
 CS0897                          SUPERSEDED SURVEY CONTROL
 CS0897
 CS0897  NGVD 29 (??/??/92)  162.143  (m)          531.96   (f) ADJ UNCH    2 0
 CS0897
 CS0897.Superseded values are not recommended for survey control.
 CS0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0897.See file dsdata.txt to determine how the superseded data were derived.
 CS0897
 CS0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA083653(NAD 83)
 CS0897_MARKER: DB = BENCH MARK DISK
 CS0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0897_STAMPING: NO F 33 531.134
 CS0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0897+STABILITY: SURFACE MOTION
 CS0897
 CS0897  HISTORY     - Date     Condition        Report By
 CS0897  HISTORY     - UNK      MONUMENTED       TXRD
 CS0897  HISTORY     - 1946     GOOD             NGS
 CS0897  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0897
 CS0897                          STATION DESCRIPTION
 CS0897
 CS0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0897'IN AVALON.
 CS0897'AT AVALON, ABOUT 0.1 MILE EAST OF THE POST OFFICE, AT THE INTERSECTION
 CS0897'OF STATE HIGHWAY NO. 34 AND THE AVALON BLOOMING GROVE ROAD, 25.0 FEET
 CS0897'NORTHWEST OF AND ABOUT 0.5 FOOT LOWER THAN THE CENTER LINE OF THE
 CS0897'HIGHWAY, 23.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 39.0 FEET EAST
 CS0897'OF THE EAST CORNER OF A HOUSE AND 1.0 FOOT NORTHEAST OF A 4 IN. X 4
 CS0897'IN. MARKER POST.  A BRONZE DISK STAMPED NO F 33 531.134 SET IN THE TOP
 CS0897'OF A CONCRETE POST FLUSH WITH GROUND.
 CS0897
 CS0897                          STATION RECOVERY (1965)
 CS0897
 CS0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0072 ***********************************************************************
 AN0072  DESIGNATION -  F 330
 AN0072  PID         -  AN0072
 AN0072  STATE/COUNTY-  TX/JACKSON
 AN0072  USGS QUAD   -  FRANCITAS NW (1995)
 AN0072
 AN0072                         *CURRENT SURVEY CONTROL
 AN0072  ___________________________________________________________________
 AN0072* NAD 83(1986)-  28 54 00.     (N)    096 28 13.     (W)     SCALED    
 AN0072* NAVD 88     -        15.28   (+/-2cm)      50.1    (feet)  VERTCON   
 AN0072  ___________________________________________________________________
 AN0072  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0072
 AN0072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0072
 AN0072.The horizontal coordinates were scaled from a topographic map and have
 AN0072.an estimated accuracy of +/- 6 seconds.
 AN0072
 AN0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0072.The vertical order pertains to the NGVD 29 superseded value.
 AN0072
 AN0072.The geoid height was determined by GEOID03.
 AN0072
 AN0072;                    North         East    Units  Estimated Accuracy
 AN0072;SPC TXSC     - 4,120,880.      846,680.      MT  (+/- 180 meters Scaled)
 AN0072
 AN0072                          SUPERSEDED SURVEY CONTROL
 AN0072
 AN0072  NGVD 29 (??/??/92)   15.311  (m)           50.23   (f) ADJ UNCH    2 0
 AN0072
 AN0072.Superseded values are not recommended for survey control.
 AN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0072.See file dsdata.txt to determine how the superseded data were derived.
 AN0072
 AN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS466995(NAD 83)
 AN0072_MARKER: DB = BENCH MARK DISK
 AN0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0072_STAMPING: F 330 1935
 AN0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0072+STABILITY: SURFACE MOTION
 AN0072
 AN0072  HISTORY     - Date     Condition        Report By
 AN0072  HISTORY     - 1935     MONUMENTED       CGS
 AN0072  HISTORY     - 1972     GOOD             NGS
 AN0072  HISTORY     - 19910629 GOOD             USPSQD
 AN0072
 AN0072                          STATION DESCRIPTION
 AN0072
 AN0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0072'3.95 MI N FROM LA WARD.
 AN0072'ABOUT 3.95 MILES NORTH ALONG STATE HIGHWAY 172 FROM THE CROSSING OF
 AN0072'THE MISSOURI PACIFIC RAILROAD AT LA WARD, 57 FEET EAST OF THE CENTER
 AN0072'LINE OF THE HIGHWAY, 8.9 FEET SOUTH OF THE SOUTH GATE POST IN THE MORE
 AN0072'SOUTHERLY OF TWO GATES, 16 1/2 FEET EAST-SOUTHEAST OF THE EAST END OF
 AN0072'A 2-FOOT CONCRETE PIPE UNDER A DRIVEWAY TO A PASTURE, 14 FEET NORTH OF
 AN0072'A POWER POLE AT THE INTERSECTION OF POWER LINES, 1.8 FEET EAST OF A
 AN0072'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 AN0072'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES. NOTE-- THE
 AN0072'CONCRETE IS CRACKED ON 3 SIDES OF THE POST BUT THE MARK APPEARS TO BE
 AN0072'SOLID.
 AN0072
 AN0072                          STATION RECOVERY (1991)
 AN0072
 AN0072'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1006 ***********************************************************************
 AN1006  DESIGNATION -  F 332
 AN1006  PID         -  AN1006
 AN1006  STATE/COUNTY-  TX/VICTORIA
 AN1006  USGS QUAD   -  FANNIN (1987)
 AN1006
 AN1006                         *CURRENT SURVEY CONTROL
 AN1006  ___________________________________________________________________
 AN1006* NAD 83(1986)-  28 43 48.     (N)    097 08 22.     (W)     SCALED    
 AN1006* NAVD 88     -        23.05   (+/-2cm)      75.6    (feet)  VERTCON   
 AN1006  ___________________________________________________________________
 AN1006  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN1006
 AN1006  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1006
 AN1006.The horizontal coordinates were scaled from a topographic map and have
 AN1006.an estimated accuracy of +/- 6 seconds.
 AN1006
 AN1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1006.The vertical order pertains to the NGVD 29 superseded value.
 AN1006
 AN1006.The geoid height was determined by GEOID03.
 AN1006
 AN1006;                    North         East    Units  Estimated Accuracy
 AN1006;SPC TXSC     - 4,100,820.      781,740.      MT  (+/- 180 meters Scaled)
 AN1006
 AN1006                          SUPERSEDED SURVEY CONTROL
 AN1006
 AN1006  NGVD 29 (??/??/92)   23.143  (m)           75.93   (f) ADJ UNCH    2 0
 AN1006
 AN1006.Superseded values are not recommended for survey control.
 AN1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1006.See file dsdata.txt to determine how the superseded data were derived.
 AN1006
 AN1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS817794(NAD 83)
 AN1006_MARKER: DB = BENCH MARK DISK
 AN1006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1006_SP_SET: CONCRETE BASE
 AN1006_STAMPING: F 332 1935
 AN1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1006
 AN1006  HISTORY     - Date     Condition        Report By
 AN1006  HISTORY     - 1935     MONUMENTED       CGS
 AN1006
 AN1006                          STATION DESCRIPTION
 AN1006
 AN1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1006'6.6 MI NE FROM FANNIN.
 AN1006'6.6 MILES NE OF DEPOT AND AND ALONG THE S P R R 8 FEET W OF CENTER OF
 AN1006'MAIN TRACK ON TOP OF SW CONCRETE PIER OF RAILWAY BRIDGE NO. 100 B OVER
 AN1006'COLETO CREEK.  80 YARDS N OF MILEPOST 101.  DISK IS SET HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0136 ***********************************************************************
 AX0136  DESIGNATION -  F 333
 AX0136  PID         -  AX0136
 AX0136  STATE/COUNTY-  TX/COLORADO
 AX0136  USGS QUAD   -  ALLEYTON (1981)
 AX0136
 AX0136                         *CURRENT SURVEY CONTROL
 AX0136  ___________________________________________________________________
 AX0136* NAD 83(1986)-  29 39 50.     (N)    096 25 14.     (W)     SCALED    
 AX0136* NAVD 88     -        62.14   (+/-2cm)     203.9    (feet)  VERTCON   
 AX0136  ___________________________________________________________________
 AX0136  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0136
 AX0136  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0136
 AX0136.The horizontal coordinates were scaled from a topographic map and have
 AX0136.an estimated accuracy of +/- 6 seconds.
 AX0136
 AX0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0136.The vertical order pertains to the NGVD 29 superseded value.
 AX0136
 AX0136.The geoid height was determined by GEOID03.
 AX0136
 AX0136;                    North         East    Units  Estimated Accuracy
 AX0136;SPC TXSC     - 4,205,630.      849,670.      MT  (+/- 180 meters Scaled)
 AX0136
 AX0136                          SUPERSEDED SURVEY CONTROL
 AX0136
 AX0136  NGVD 29 (??/??/92)   62.127  (m)          203.83   (f) ADJ UNCH    2 0
 AX0136
 AX0136.Superseded values are not recommended for survey control.
 AX0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0136.See file dsdata.txt to determine how the superseded data were derived.
 AX0136
 AX0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT496843(NAD 83)
 AX0136_MARKER: DB = BENCH MARK DISK
 AX0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0136_STAMPING: F 333 1935
 AX0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0136+STABILITY: SURFACE MOTION
 AX0136
 AX0136  HISTORY     - Date     Condition        Report By
 AX0136  HISTORY     - 1935     MONUMENTED       CGS
 AX0136
 AX0136                          STATION DESCRIPTION
 AX0136
 AX0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0136'7.3 MI NW FROM EAGLE LAKE.
 AX0136'7.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AX0136'STATION AT EAGLE LAKE, COLORADO COUNTY, 110 FEET SOUTHEAST OF MILEPOST
 AX0136'76, 62 FEET NORTH OF THE CENTERLINE OF THE TRACK, 12 FEET EAST OF THE
 AX0136'GATE AT A FARM ROAD.  AND NEAR THE RIGHT-OF-WAY FENCE.  A STANDARD
 AX0136'DISK, STAMPED F 333 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0934 ***********************************************************************
 AH0934  DESIGNATION -  F 334
 AH0934  PID         -  AH0934
 AH0934  STATE/COUNTY-  TX/JIM WELLS
 AH0934  USGS QUAD   -  ORANGE GROVE (1979)
 AH0934
 AH0934                         *CURRENT SURVEY CONTROL
 AH0934  ___________________________________________________________________
 AH0934* NAD 83(1986)-  27 53 48.     (N)    097 58 31.     (W)     SCALED    
 AH0934* NAVD 88     -        54.997  (meters)     180.44   (feet)  POSTED    
 AH0934  ___________________________________________________________________
 AH0934  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH0934  DYNAMIC HT  -          54.910 (meters)     180.15  (feet)  COMP
 AH0934  MODELED GRAV-     979,113.7   (mgal)                       NAVD 88
 AH0934
 AH0934  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AH0934
 AH0934.The horizontal coordinates were scaled from a topographic map and have
 AH0934.an estimated accuracy of +/- 6 seconds.
 AH0934
 AH0934.The orthometric height was determined by differential leveling
 AH0934.and adjusted by the National Geodetic Survey in 1992..
 AH0934.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AH0934.rate of 1.1 thru 2.0 mm/km.
 AH0934
 AH0934.The geoid height was determined by GEOID03.
 AH0934
 AH0934.The dynamic height is computed by dividing the NAVD 88
 AH0934.geopotential number by the normal gravity value computed on the
 AH0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0934.degrees latitude (g = 980.6199 gals.).
 AH0934
 AH0934.The modeled gravity was interpolated from observed gravity values.
 AH0934
 AH0934;                    North         East    Units  Estimated Accuracy
 AH0934;SPC TX S     - 5,247,180.      351,660.      MT  (+/- 180 meters Scaled)
 AH0934
 AH0934                          SUPERSEDED SURVEY CONTROL
 AH0934
 AH0934  NGVD 29 (??/??/92)   55.082  (m)          180.71   (f) ADJ UNCH    2 0
 AH0934
 AH0934.Superseded values are not recommended for survey control.
 AH0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0934.See file dsdata.txt to determine how the superseded data were derived.
 AH0934
 AH0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR008861(NAD 83)
 AH0934_MARKER: DB = BENCH MARK DISK
 AH0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0934_STAMPING: F 334 1935
 AH0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0934+STABILITY: SURFACE MOTION
 AH0934
 AH0934  HISTORY     - Date     Condition        Report By
 AH0934  HISTORY     - 1935     MONUMENTED       CGS
 AH0934
 AH0934                          STATION DESCRIPTION
 AH0934
 AH0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AH0934'1.4 MI N FROM ALFRED.
 AH0934'1.4 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AH0934'STATION AT ALFRED, JIM WELLS COUNTY, 400 FEET SOUTH OF MILEPOST 31, AT
 AH0934'A ROAD CROSSING, 43 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 25
 AH0934'FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED F
 AH0934'334 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0526 ***********************************************************************
 BY0526  DESIGNATION -  F 336
 BY0526  PID         -  BY0526
 BY0526  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0526  USGS QUAD   -  VEACH (1984)
 BY0526
 BY0526                         *CURRENT SURVEY CONTROL
 BY0526  ___________________________________________________________________
 BY0526* NAD 83(1986)-  31 12 17.     (N)    094 13 36.     (W)     SCALED    
 BY0526* NAVD 88     -        46.42   (+/-2cm)     152.3    (feet)  VERTCON   
 BY0526  ___________________________________________________________________
 BY0526  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BY0526
 BY0526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0526
 BY0526.The horizontal coordinates were scaled from a topographic map and have
 BY0526.an estimated accuracy of +/- 6 seconds.
 BY0526
 BY0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0526.The vertical order pertains to the NGVD 29 superseded value.
 BY0526
 BY0526.The geoid height was determined by GEOID03.
 BY0526
 BY0526;                    North         East    Units  Estimated Accuracy
 BY0526;SPC TX C     - 3,186,470.    1,281,610.      MT  (+/- 180 meters Scaled)
 BY0526
 BY0526                          SUPERSEDED SURVEY CONTROL
 BY0526
 BY0526  NGVD 29 (??/??/92)   46.440  (m)          152.36   (f) ADJ UNCH    2 0
 BY0526
 BY0526.Superseded values are not recommended for survey control.
 BY0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0526.See file dsdata.txt to determine how the superseded data were derived.
 BY0526
 BY0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ831529(NAD 83)
 BY0526_MARKER: DB = BENCH MARK DISK
 BY0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0526_STAMPING: F 336 1952
 BY0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0526+STABILITY: SURFACE MOTION
 BY0526
 BY0526  HISTORY     - Date     Condition        Report By
 BY0526  HISTORY     - 1952     MONUMENTED       CGS
 BY0526
 BY0526                          STATION DESCRIPTION
 BY0526
 BY0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0526'15.05 MI SE FROM ZAVALLA.
 BY0526'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0526'ZAVALLA, THENCE 3.95 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BY0526'0.35 MILE NORTHEAST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTHEAST ALONG
 BY0526'AN ABANDONED DIRT ROAD, THENCE 0.25 MILE EAST ALONG A GRADED DIRT
 BY0526'ROAD, AT THE FOOT OF A LONG HILL, 122 FEET SOUTHEAST OF THE SOUTHEAST
 BY0526'CORNER OF A SMALL WOODEN BRIDGE, 113 FEET SOUTH OF A POWER POLE, 46
 BY0526'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4.5 FEET SOUTHEAST OF A
 BY0526'GATE POST, 2 FEET NORTHEAST OF A FENCE, 1.1 FEET SOUTHEAST OF A
 BY0526'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BY0526'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0436 ***********************************************************************
 BY0436  DESIGNATION -  F 337
 BY0436  PID         -  BY0436
 BY0436  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0436  USGS QUAD   -  HARVEY CREEK (1984)
 BY0436
 BY0436                         *CURRENT SURVEY CONTROL
 BY0436  ___________________________________________________________________
 BY0436* NAD 83(1986)-  31 19 01.     (N)    094 08 38.     (W)     SCALED    
 BY0436* NAVD 88     -        76.31   (+/-2cm)     250.4    (feet)  VERTCON   
 BY0436  ___________________________________________________________________
 BY0436  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BY0436
 BY0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0436
 BY0436.The horizontal coordinates were scaled from a topographic map and have
 BY0436.an estimated accuracy of +/- 6 seconds.
 BY0436
 BY0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0436.The vertical order pertains to the NGVD 29 superseded value.
 BY0436
 BY0436.The geoid height was determined by GEOID03.
 BY0436
 BY0436;                    North         East    Units  Estimated Accuracy
 BY0436;SPC TX C     - 3,199,330.    1,288,790.      MT  (+/- 180 meters Scaled)
 BY0436
 BY0436                          SUPERSEDED SURVEY CONTROL
 BY0436
 BY0436  NGVD 29 (??/??/92)   76.333  (m)          250.44   (f) ADJ UNCH    2 0
 BY0436
 BY0436.Superseded values are not recommended for survey control.
 BY0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0436.See file dsdata.txt to determine how the superseded data were derived.
 BY0436
 BY0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ911652(NAD 83)
 BY0436_MARKER: DB = BENCH MARK DISK
 BY0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0436_STAMPING: F 337 1952
 BY0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0436+STABILITY: SURFACE MOTION
 BY0436
 BY0436  HISTORY     - Date     Condition        Report By
 BY0436  HISTORY     - 1952     MONUMENTED       CGS
 BY0436
 BY0436                          STATION DESCRIPTION
 BY0436
 BY0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0436'15.9 MI SW FROM SAN AUGUSTINE.
 BY0436'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0436'SAN AUGUSTINE, THENCE 7.25 MILES SOUTH ALONG FARM ROAD 705, AT THE
 BY0436'FARM HOME OF J.L. BROOKS, 89.4 FEET NORTHWEST OF THE NORTHWEST CORNER
 BY0436'OF THE FARMHOUSE, 84.6 FEET EAST OF THE CENTER LINE OF THE FARM ROAD,
 BY0436'40.5 FEET NORTHEAST OF A 14 INCH OAK TREE, 1.7 FEET SOUTH OF A WITNESS
 BY0436'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BY0436'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0303 ***********************************************************************
 GK0303  DESIGNATION -  F 338
 GK0303  PID         -  GK0303
 GK0303  STATE/COUNTY-  TX/HANSFORD
 GK0303  USGS QUAD   -  GRUVER (1973)
 GK0303
 GK0303                         *CURRENT SURVEY CONTROL
 GK0303  ___________________________________________________________________
 GK0303* NAD 83(1986)-  36 16 11.     (N)    101 27 42.     (W)     SCALED    
 GK0303* NAVD 88     -       980.866  (meters)    3218.06   (feet)  ADJUSTED  
 GK0303  ___________________________________________________________________
 GK0303  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 GK0303  DYNAMIC HT  -         979.802 (meters)    3214.57  (feet)  COMP
 GK0303  MODELED GRAV-     979,514.9   (mgal)                       NAVD 88
 GK0303
 GK0303  VERT ORDER  -  SECOND    CLASS 0
 GK0303
 GK0303.The horizontal coordinates were scaled from a topographic map and have
 GK0303.an estimated accuracy of +/- 6 seconds.
 GK0303
 GK0303.The orthometric height was determined by differential leveling
 GK0303.and adjusted by the National Geodetic Survey in June 1991..
 GK0303
 GK0303.The geoid height was determined by GEOID03.
 GK0303
 GK0303.The dynamic height is computed by dividing the NAVD 88
 GK0303.geopotential number by the normal gravity value computed on the
 GK0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0303.degrees latitude (g = 980.6199 gals.).
 GK0303
 GK0303.The modeled gravity was interpolated from observed gravity values.
 GK0303
 GK0303;                    North         East    Units  Estimated Accuracy
 GK0303;SPC TX N     - 1,251,810.      203,450.      MT  (+/- 180 meters Scaled)
 GK0303
 GK0303                          SUPERSEDED SURVEY CONTROL
 GK0303
 GK0303  NGVD 29 (??/??/92)  980.408  (m)         3216.56   (f) ADJ UNCH    2 0
 GK0303
 GK0303.Superseded values are not recommended for survey control.
 GK0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0303.See file dsdata.txt to determine how the superseded data were derived.
 GK0303
 GK0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF788166(NAD 83)
 GK0303_MARKER: DB = BENCH MARK DISK
 GK0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0303_STAMPING: F 338 1952
 GK0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0303+STABILITY: SURFACE MOTION
 GK0303
 GK0303  HISTORY     - Date     Condition        Report By
 GK0303  HISTORY     - 1952     MONUMENTED       CGS
 GK0303  HISTORY     - 1964     GOOD             NGS
 GK0303
 GK0303                          STATION DESCRIPTION
 GK0303
 GK0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GK0303'3.35 MI W FROM GRUVER.
 GK0303'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0303'THENCE 3.0 MILES WEST ALONG FARM ROAD 289, 87 FEET WEST OF THE CENTER
 GK0303'LINE OF A NORTH AND SOUTH ROAD. 48 FEET NORTH OF THE CENTER LINE OF
 GK0303'THE FARM ROAD, 59 FEET WEST OF FENCE CORNER, 41 FEET WEST OF THE
 GK0303'CENTER OF A WIRE GATE, 10 FEET EAST OF A TELEPHONE POLE, 2 FEET SOUTH
 GK0303'OF FENCE, 2 FEET EAST OF WITNESS POST, SET IN THE TOP OF CONCRETE POST
 GK0303'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0200 ***********************************************************************
 GL0200  DESIGNATION -  F 339
 GL0200  PID         -  GL0200
 GL0200  STATE/COUNTY-  TX/SHERMAN
 GL0200  USGS QUAD   -  STRATFORD (1964)
 GL0200
 GL0200                         *CURRENT SURVEY CONTROL
 GL0200  ___________________________________________________________________
 GL0200* NAD 83(1986)-  36 16 13.     (N)    102 03 45.     (W)     SCALED    
 GL0200* NAVD 88     -      1117.834  (meters)    3667.43   (feet)  ADJUSTED  
 GL0200  ___________________________________________________________________
 GL0200  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 GL0200  DYNAMIC HT  -        1116.593 (meters)    3663.36  (feet)  COMP
 GL0200  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 GL0200
 GL0200  VERT ORDER  -  SECOND    CLASS 0
 GL0200
 GL0200.The horizontal coordinates were scaled from a topographic map and have
 GL0200.an estimated accuracy of +/- 6 seconds.
 GL0200
 GL0200.The orthometric height was determined by differential leveling
 GL0200.and adjusted by the National Geodetic Survey in June 1991..
 GL0200
 GL0200.The geoid height was determined by GEOID03.
 GL0200
 GL0200.The dynamic height is computed by dividing the NAVD 88
 GL0200.geopotential number by the normal gravity value computed on the
 GL0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0200.degrees latitude (g = 980.6199 gals.).
 GL0200
 GL0200.The modeled gravity was interpolated from observed gravity values.
 GL0200
 GL0200;                    North         East    Units  Estimated Accuracy
 GL0200;SPC TX N     - 1,252,010.      149,460.      MT  (+/- 180 meters Scaled)
 GL0200
 GL0200                          SUPERSEDED SURVEY CONTROL
 GL0200
 GL0200.No superseded survey control is available for this station.
 GL0200
 GL0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA638179(NAD 83)
 GL0200_MARKER: DB = BENCH MARK DISK
 GL0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0200_STAMPING: F 339 1952
 GL0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0200+STABILITY: SURFACE MOTION
 GL0200
 GL0200  HISTORY     - Date     Condition        Report By
 GL0200  HISTORY     - 1952     MONUMENTED       CGS
 GL0200
 GL0200                          STATION DESCRIPTION
 GL0200
 GL0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0200'5.5 MI S FROM STRATFORD.
 GL0200'4.65 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 GL0200'HIGHWAY 54 AT STRATFORD, THENCE 0.85 MILE WEST ALONG A GRADED DIRT
 GL0200'ROAD, 34 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 194
 GL0200'FEET NORTHEAST OF THE NORTHEAST LEG OF A WINDMILL TOWER, 24 FEET SOUTH
 GL0200'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 4 FEET WEST OF A FENCE
 GL0200'CORNER, 1 FOOT NORTH OF A FENCE LEADING WEST, 2 FEET EAST OF A WITNESS
 GL0200'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 GL0200'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0720 ***********************************************************************
 CS0720  DESIGNATION -  F 34
 CS0720  PID         -  CS0720
 CS0720  STATE/COUNTY-  TX/ELLIS
 CS0720  USGS QUAD   -  ITALY (1978)
 CS0720
 CS0720                         *CURRENT SURVEY CONTROL
 CS0720  ___________________________________________________________________
 CS0720* NAD 83(1986)-  32 11 01.     (N)    096 53 05.     (W)     SCALED    
 CS0720* NAVD 88     -       174.114  (meters)     571.24   (feet)  ADJUSTED  
 CS0720  ___________________________________________________________________
 CS0720  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS0720  DYNAMIC HT  -         173.907 (meters)     570.56  (feet)  COMP
 CS0720  MODELED GRAV-     979,443.6   (mgal)                       NAVD 88
 CS0720
 CS0720  VERT ORDER  -  SECOND    CLASS 0
 CS0720
 CS0720.The horizontal coordinates were scaled from a topographic map and have
 CS0720.an estimated accuracy of +/- 6 seconds.
 CS0720
 CS0720.The orthometric height was determined by differential leveling
 CS0720.and adjusted by the National Geodetic Survey in June 1991..
 CS0720
 CS0720.The geoid height was determined by GEOID03.
 CS0720
 CS0720.The dynamic height is computed by dividing the NAVD 88
 CS0720.geopotential number by the normal gravity value computed on the
 CS0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0720.degrees latitude (g = 980.6199 gals.).
 CS0720
 CS0720.The modeled gravity was interpolated from observed gravity values.
 CS0720
 CS0720;                    North         East    Units  Estimated Accuracy
 CS0720;SPC TXNC     - 2,058,500.      752,320.      MT  (+/- 180 meters Scaled)
 CS0720
 CS0720                          SUPERSEDED SURVEY CONTROL
 CS0720
 CS0720  NGVD 29 (??/??/92)  174.098  (m)          571.19   (f) ADJ UNCH    2 0
 CS0720
 CS0720.Superseded values are not recommended for survey control.
 CS0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0720.See file dsdata.txt to determine how the superseded data were derived.
 CS0720
 CS0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA994627(NAD 83)
 CS0720_MARKER: DD = SURVEY DISK
 CS0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0720_STAMPING: F 34 ELEV. 570.893
 CS0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0720+STABILITY: SURFACE MOTION
 CS0720
 CS0720  HISTORY     - Date     Condition        Report By
 CS0720  HISTORY     - UNK      MONUMENTED       TXRD
 CS0720  HISTORY     - 1934     GOOD             NGS
 CS0720  HISTORY     - 1947     GOOD             NGS
 CS0720
 CS0720                          STATION DESCRIPTION
 CS0720
 CS0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CS0720'IN ITALY.
 CS0720'AT ITALY, ELLIS COUNTY, AT THE CITY HALL, IN THE SOUTHEAST CORNER OF
 CS0720'SMALL GRASS PARK, 15 FEET SOUTH OF THE BUILDING, IN A FLOWER BED, AND
 CS0720'IN LINE WITH THE WEST FACE OF THE CITY HALL.  A TEXAS RECLAMATION
 CS0720'DEPARTMENT STANDARD DISK, STAMPED F 34 ELEV. 570.893 AND SET IN THE
 CS0720'TOP OF A CONCRETE POST.
 CS0720
 CS0720                          STATION RECOVERY (1947)
 CS0720
 CS0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0229 ***********************************************************************
 CA0229  DESIGNATION -  F 340
 CA0229  PID         -  CA0229
 CA0229  STATE/COUNTY-  TX/SAN SABA
 CA0229  USGS QUAD   -  BEAR HOLLOW (1959)
 CA0229
 CA0229                         *CURRENT SURVEY CONTROL
 CA0229  ___________________________________________________________________
 CA0229* NAD 83(1986)-  31 05 31.     (N)    098 44 26.     (W)     SCALED    
 CA0229* NAVD 88     -       476.798  (meters)    1564.29   (feet)  ADJUSTED  
 CA0229  ___________________________________________________________________
 CA0229  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CA0229  DYNAMIC HT  -         476.163 (meters)    1562.21  (feet)  COMP
 CA0229  MODELED GRAV-     979,293.0   (mgal)                       NAVD 88
 CA0229
 CA0229  VERT ORDER  -  SECOND    CLASS 0
 CA0229
 CA0229.The horizontal coordinates were scaled from a topographic map and have
 CA0229.an estimated accuracy of +/- 6 seconds.
 CA0229
 CA0229.The orthometric height was determined by differential leveling
 CA0229.and adjusted by the National Geodetic Survey in June 1991..
 CA0229
 CA0229.The geoid height was determined by GEOID03.
 CA0229
 CA0229.The dynamic height is computed by dividing the NAVD 88
 CA0229.geopotential number by the normal gravity value computed on the
 CA0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0229.degrees latitude (g = 980.6199 gals.).
 CA0229
 CA0229.The modeled gravity was interpolated from observed gravity values.
 CA0229
 CA0229;                    North         East    Units  Estimated Accuracy
 CA0229;SPC TX C     - 3,159,090.      851,950.      MT  (+/- 180 meters Scaled)
 CA0229
 CA0229                          SUPERSEDED SURVEY CONTROL
 CA0229
 CA0229  NGVD 29 (??/??/92)  476.737  (m)         1564.09   (f) ADJ UNCH    2 0
 CA0229
 CA0229.Superseded values are not recommended for survey control.
 CA0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0229.See file dsdata.txt to determine how the superseded data were derived.
 CA0229
 CA0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV247398(NAD 83)
 CA0229_MARKER: DB = BENCH MARK DISK
 CA0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0229_STAMPING: F-340 1935
 CA0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0229+STABILITY: SURFACE MOTION
 CA0229
 CA0229  HISTORY     - Date     Condition        Report By
 CA0229  HISTORY     - 1935     MONUMENTED       CGS
 CA0229  HISTORY     - 1958     GOOD             USGS
 CA0229
 CA0229                          STATION DESCRIPTION
 CA0229
 CA0229'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CA0229'7.6 MI S FROM SAN SABA.
 CA0229'SAN SABA, ABOUT 7.5 MILES SOUTH OF ALONG STATE HIGHWAY NO. 16 TO A
 CA0229'SMALL RISE, NEAR THE HIGHEST PART OF CREST.  1420 FT. SOUTH OF A
 CA0229'PRIVATE DRIVE EAST.  910 FEET NORTH OF THE ENTRANCE TO THE FLYING-V
 CA0229'RANCH.  46 FEET EAST OF THE HWY. CENTER-LINE.  ABOUT 6 FT. WEST OF THE
 CA0229'ROW FENCE.  4 FT. ABOVE HWY. OPPOSITE.  A STANDARD C AND GS DISK
 CA0229'STAMPED F-340 1935 AND SET IN A CONC. POST ALMOST COVERED BY A ROLL OF
 CA0229'DIRT PUSHED UP BY A PATROL BLADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0551 ***********************************************************************
 CA0551  DESIGNATION -  F 341
 CA0551  PID         -  CA0551
 CA0551  STATE/COUNTY-  TX/MCCULLOCH
 CA0551  USGS QUAD   -  ROCHELLE (1979)
 CA0551
 CA0551                         *CURRENT SURVEY CONTROL
 CA0551  ___________________________________________________________________
 CA0551* NAD 83(1986)-  31 13 32.     (N)    099 07 52.     (W)     SCALED    
 CA0551* NAVD 88     -       484.717  (meters)    1590.28   (feet)  ADJUSTED  
 CA0551  ___________________________________________________________________
 CA0551  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CA0551  DYNAMIC HT  -         484.066 (meters)    1588.14  (feet)  COMP
 CA0551  MODELED GRAV-     979,281.5   (mgal)                       NAVD 88
 CA0551
 CA0551  VERT ORDER  -  SECOND    CLASS 0
 CA0551
 CA0551.The horizontal coordinates were scaled from a topographic map and have
 CA0551.an estimated accuracy of +/- 6 seconds.
 CA0551
 CA0551.The orthometric height was determined by differential leveling
 CA0551.and adjusted by the National Geodetic Survey in June 1991..
 CA0551
 CA0551.The geoid height was determined by GEOID03.
 CA0551
 CA0551.The dynamic height is computed by dividing the NAVD 88
 CA0551.geopotential number by the normal gravity value computed on the
 CA0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0551.degrees latitude (g = 980.6199 gals.).
 CA0551
 CA0551.The modeled gravity was interpolated from observed gravity values.
 CA0551
 CA0551;                    North         East    Units  Estimated Accuracy
 CA0551;SPC TX C     - 3,173,430.      814,530.      MT  (+/- 180 meters Scaled)
 CA0551
 CA0551                          SUPERSEDED SURVEY CONTROL
 CA0551
 CA0551  NGVD 29 (??/??/92)  484.643  (m)         1590.03   (f) ADJ UNCH    2 0
 CA0551
 CA0551.Superseded values are not recommended for survey control.
 CA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0551.See file dsdata.txt to determine how the superseded data were derived.
 CA0551
 CA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV875546(NAD 83)
 CA0551_MARKER: DB = BENCH MARK DISK
 CA0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0551_STAMPING: F 341 1935
 CA0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0551+STABILITY: SURFACE MOTION
 CA0551
 CA0551  HISTORY     - Date     Condition        Report By
 CA0551  HISTORY     - 1935     MONUMENTED       CGS
 CA0551
 CA0551                          STATION DESCRIPTION
 CA0551
 CA0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0551'12.8 MI W FROM RICHLAND SPRINGS.
 CA0551'12.8 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. 260 YARDS S.W. OF
 CA0551'MILE POST 52.  24 YARDS N.W. OF CENTER OF THE TRACK.  1 YARD S.E. OF
 CA0551'THE RIGHT OF WAY FENCE.  13 YARDS N.E. OF A JOG IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0009 ***********************************************************************
 AO0009  DESIGNATION -  F 342
 AO0009  PID         -  AO0009
 AO0009  STATE/COUNTY-  TX/WILSON
 AO0009  USGS QUAD   -  THREE OAKS (1961)
 AO0009
 AO0009                         *CURRENT SURVEY CONTROL
 AO0009  ___________________________________________________________________
 AO0009* NAD 83(1986)-  28 58 22.     (N)    098 14 12.     (W)     SCALED    
 AO0009* NAVD 88     -       116.778  (meters)     383.13   (feet)  ADJUSTED  
 AO0009  ___________________________________________________________________
 AO0009  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AO0009  DYNAMIC HT  -         116.610 (meters)     382.58  (feet)  COMP
 AO0009  MODELED GRAV-     979,206.0   (mgal)                       NAVD 88
 AO0009
 AO0009  VERT ORDER  -  SECOND    CLASS 0
 AO0009
 AO0009.The horizontal coordinates were scaled from a topographic map and have
 AO0009.an estimated accuracy of +/- 6 seconds.
 AO0009
 AO0009.The orthometric height was determined by differential leveling
 AO0009.and adjusted by the National Geodetic Survey in June 1991..
 AO0009
 AO0009.The geoid height was determined by GEOID03.
 AO0009
 AO0009.The dynamic height is computed by dividing the NAVD 88
 AO0009.geopotential number by the normal gravity value computed on the
 AO0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0009.degrees latitude (g = 980.6199 gals.).
 AO0009
 AO0009.The modeled gravity was interpolated from observed gravity values.
 AO0009
 AO0009;                    North         East    Units  Estimated Accuracy
 AO0009;SPC TXSC     - 4,126,520.      674,390.      MT  (+/- 180 meters Scaled)
 AO0009
 AO0009                          SUPERSEDED SURVEY CONTROL
 AO0009
 AO0009  NGVD 29 (??/??/92)  116.723  (m)          382.95   (f) ADJ UNCH    2 0
 AO0009
 AO0009.Superseded values are not recommended for survey control.
 AO0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0009.See file dsdata.txt to determine how the superseded data were derived.
 AO0009
 AO0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT743052(NAD 83)
 AO0009_MARKER: DB = BENCH MARK DISK
 AO0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0009_STAMPING: F 342 1935
 AO0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0009+STABILITY: SURFACE MOTION
 AO0009
 AO0009  HISTORY     - Date     Condition        Report By
 AO0009  HISTORY     - 1935     MONUMENTED       CGS
 AO0009
 AO0009                          STATION DESCRIPTION
 AO0009
 AO0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0009'12.5 MI SW FROM POTH.
 AO0009'12.5 MILES SW OF AND ALONG THE MCCOY ROAD.  AT THE ENTRANCE TO POPHAMS
 AO0009'FARM.  22 YARDS SW OF CENTER OF ROAD.  80 YARDS NE OF FARMHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0032 ***********************************************************************
 AO0032  DESIGNATION -  F 343
 AO0032  PID         -  AO0032
 AO0032  STATE/COUNTY-  TX/ATASCOSA
 AO0032  USGS QUAD   -  MC COY (1985)
 AO0032
 AO0032                         *CURRENT SURVEY CONTROL
 AO0032  ___________________________________________________________________
 AO0032* NAD 83(1986)-  28 49 03.     (N)    098 19 39.     (W)     SCALED    
 AO0032* NAVD 88     -        84.040  (meters)     275.72   (feet)  ADJUSTED  
 AO0032  ___________________________________________________________________
 AO0032  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AO0032  DYNAMIC HT  -          83.918 (meters)     275.32  (feet)  COMP
 AO0032  MODELED GRAV-     979,188.9   (mgal)                       NAVD 88
 AO0032
 AO0032  VERT ORDER  -  SECOND    CLASS 0
 AO0032
 AO0032.The horizontal coordinates were scaled from a topographic map and have
 AO0032.an estimated accuracy of +/- 6 seconds.
 AO0032
 AO0032.The orthometric height was determined by differential leveling
 AO0032.and adjusted by the National Geodetic Survey in June 1991..
 AO0032
 AO0032.The geoid height was determined by GEOID03.
 AO0032
 AO0032.The dynamic height is computed by dividing the NAVD 88
 AO0032.geopotential number by the normal gravity value computed on the
 AO0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0032.degrees latitude (g = 980.6199 gals.).
 AO0032
 AO0032.The modeled gravity was interpolated from observed gravity values.
 AO0032
 AO0032;                    North         East    Units  Estimated Accuracy
 AO0032;SPC TXSC     - 4,109,260.      665,640.      MT  (+/- 180 meters Scaled)
 AO0032
 AO0032                          SUPERSEDED SURVEY CONTROL
 AO0032
 AO0032  NGVD 29 (??/??/92)   84.005  (m)          275.61   (f) ADJ UNCH    2 0
 AO0032
 AO0032.Superseded values are not recommended for survey control.
 AO0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0032.See file dsdata.txt to determine how the superseded data were derived.
 AO0032
 AO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS656879(NAD 83)
 AO0032_MARKER: DB = BENCH MARK DISK
 AO0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0032_STAMPING: F 343 1935
 AO0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0032+STABILITY: SURFACE MOTION
 AO0032
 AO0032  HISTORY     - Date     Condition        Report By
 AO0032  HISTORY     - 1935     MONUMENTED       CGS
 AO0032
 AO0032                          STATION DESCRIPTION
 AO0032
 AO0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0032'3.4 MI S FROM MC COY.
 AO0032'3.4 MILES S OF AND ALONG THE M P R R 160 YARDS S OF MILEPOST 49-20. 19
 AO0032'YARDS W OF CENTER OF TRACK.  5 YARDS N OF INTERSECTION OF TWO FENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0173 ***********************************************************************
 AE0173  DESIGNATION -  F 344
 AE0173  PID         -  AE0173
 AE0173  STATE/COUNTY-  TX/BROOKS
 AE0173  USGS QUAD   -  ENCINO (1982)
 AE0173
 AE0173                         *CURRENT SURVEY CONTROL
 AE0173  ___________________________________________________________________
 AE0173* NAD 83(1986)-  26 57 46.     (N)    098 08 09.     (W)     SCALED    
 AE0173* NAVD 88     -        39.685  (meters)     130.20   (feet)  ADJUSTED  
 AE0173  ___________________________________________________________________
 AE0173  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AE0173  DYNAMIC HT  -          39.622 (meters)     129.99  (feet)  COMP
 AE0173  MODELED GRAV-     979,052.9   (mgal)                       NAVD 88
 AE0173
 AE0173  VERT ORDER  -  SECOND    CLASS 0
 AE0173
 AE0173.The horizontal coordinates were scaled from a topographic map and have
 AE0173.an estimated accuracy of +/- 6 seconds.
 AE0173
 AE0173.The orthometric height was determined by differential leveling
 AE0173.and adjusted by the National Geodetic Survey in June 1991..
 AE0173
 AE0173.The geoid height was determined by GEOID03.
 AE0173
 AE0173.The dynamic height is computed by dividing the NAVD 88
 AE0173.geopotential number by the normal gravity value computed on the
 AE0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0173.degrees latitude (g = 980.6199 gals.).
 AE0173
 AE0173.The modeled gravity was interpolated from observed gravity values.
 AE0173
 AE0173;                    North         East    Units  Estimated Accuracy
 AE0173;SPC TX S     - 5,143,650.      336,150.      MT  (+/- 180 meters Scaled)
 AE0173
 AE0173                          SUPERSEDED SURVEY CONTROL
 AE0173
 AE0173  NGVD 29 (??/??/92)   39.786  (m)          130.53   (f) ADJ UNCH    2 0
 AE0173
 AE0173.Superseded values are not recommended for survey control.
 AE0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0173.See file dsdata.txt to determine how the superseded data were derived.
 AE0173
 AE0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ857826(NAD 83)
 AE0173_MARKER: DB = BENCH MARK DISK
 AE0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0173_STAMPING: F-344 1935
 AE0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0173+STABILITY: SURFACE MOTION
 AE0173
 AE0173  HISTORY     - Date     Condition        Report By
 AE0173  HISTORY     - 1935     MONUMENTED       CGS
 AE0173  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0173
 AE0173                          STATION DESCRIPTION
 AE0173
 AE0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AE0173'1.7 MI N FROM ENCINO.
 AE0173'1.7 MILES NORTH OF AND ALONG U. S. HIGHWAY 281.  26 YDS. WEST OF
 AE0173'CENTER LINE OF HIGHWAY.  2 YDS. WEST OF RIGHT OF WAY FENCE.
 AE0173
 AE0173                          STATION RECOVERY (1962)
 AE0173
 AE0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0079 ***********************************************************************
 BY0079  DESIGNATION -  F 345
 BY0079  PID         -  BY0079
 BY0079  STATE/COUNTY-  TX/SHELBY
 BY0079  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY0079
 BY0079                         *CURRENT SURVEY CONTROL
 BY0079  ___________________________________________________________________
 BY0079* NAD 83(1986)-  31 58 03.     (N)    094 04 11.     (W)     SCALED    
 BY0079* NAVD 88     -        73.418  (meters)     240.87   (feet)  ADJUSTED  
 BY0079  ___________________________________________________________________
 BY0079  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BY0079  DYNAMIC HT  -          73.333 (meters)     240.59  (feet)  COMP
 BY0079  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 BY0079
 BY0079  VERT ORDER  -  FIRST     CLASS II
 BY0079
 BY0079.The horizontal coordinates were scaled from a topographic map and have
 BY0079.an estimated accuracy of +/- 6 seconds.
 BY0079
 BY0079.The orthometric height was determined by differential leveling
 BY0079.and adjusted by the National Geodetic Survey in June 1991..
 BY0079
 BY0079.The geoid height was determined by GEOID03.
 BY0079
 BY0079.The dynamic height is computed by dividing the NAVD 88
 BY0079.geopotential number by the normal gravity value computed on the
 BY0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0079.degrees latitude (g = 980.6199 gals.).
 BY0079
 BY0079.The modeled gravity was interpolated from observed gravity values.
 BY0079
 BY0079;                    North         East    Units  Estimated Accuracy
 BY0079;SPC TX C     - 3,271,740.    1,291,780.      MT  (+/- 180 meters Scaled)
 BY0079
 BY0079                          SUPERSEDED SURVEY CONTROL
 BY0079
 BY0079  NGVD 29 (??/??/92)   73.470  (m)          241.04   (f) ADJ UNCH    1 2
 BY0079
 BY0079.Superseded values are not recommended for survey control.
 BY0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0079.See file dsdata.txt to determine how the superseded data were derived.
 BY0079
 BY0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR989373(NAD 83)
 BY0079_MARKER: DB = BENCH MARK DISK
 BY0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0079_STAMPING: F 345 1952
 BY0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0079+STABILITY: SURFACE MOTION
 BY0079
 BY0079  HISTORY     - Date     Condition        Report By
 BY0079  HISTORY     - 1952     MONUMENTED       CGS
 BY0079  HISTORY     - 1958     GOOD             NGS
 BY0079  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0079  HISTORY     - 1980     MARK NOT FOUND   USGS
 BY0079
 BY0079                          STATION DESCRIPTION
 BY0079
 BY0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0079'0.8 MI W FROM JOAQUIN.
 BY0079'0.1 MILE SOUTH ALONG A GRAVELED STREET FROM THE TEXAS AND NEW ORLEANS
 BY0079'RAILROAD STATION AT JOAQUIN, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY
 BY0079'84, 0.1 MILE EAST OF A LARGE LAKE, 75 FEET SOUTHWEST OF THE SOUTHWEST
 BY0079'CORNER OF A HOUSE, 48.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BY0079'30 FEET NORTHWEST OF A POWER POLE, 7.6 FEET NORTH OF A FENCE CORNER,
 BY0079'AT THE SOUTHEAST CORNER OF A GARDEN, 2.6 FEET NORTH OF A WITNESS POST,
 BY0079'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BY0079'GROUND.
 BY0079
 BY0079                          STATION RECOVERY (1958)
 BY0079
 BY0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BY0079'RECOVERED IN GOOD CONDITION.
 BY0079
 BY0079                          STATION RECOVERY (1979)
 BY0079
 BY0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0079'MARK NOT FOUND.
 BY0079
 BY0079                          STATION RECOVERY (1980)
 BY0079
 BY0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0079'RECENT HIGHWAY CONSTRUCTION POSSIBLY DESTROYED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1450 ***********************************************************************
 FL1450  DESIGNATION -  F 346
 FL1450  PID         -  FL1450
 FL1450  STATE/COUNTY-  TX/MOORE
 FL1450  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1450
 FL1450                         *CURRENT SURVEY CONTROL
 FL1450  ___________________________________________________________________
 FL1450* NAD 83(1986)-  35 58 48.     (N)    101 39 03.     (W)     SCALED    
 FL1450* NAVD 88     -      1027.277  (meters)    3370.32   (feet)  ADJUSTED  
 FL1450  ___________________________________________________________________
 FL1450  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 FL1450  DYNAMIC HT  -        1026.125 (meters)    3366.55  (feet)  COMP
 FL1450  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 FL1450
 FL1450  VERT ORDER  -  SECOND    CLASS 0
 FL1450
 FL1450.The horizontal coordinates were scaled from a topographic map and have
 FL1450.an estimated accuracy of +/- 6 seconds.
 FL1450
 FL1450.The orthometric height was determined by differential leveling
 FL1450.and adjusted by the National Geodetic Survey in June 1991..
 FL1450
 FL1450.The geoid height was determined by GEOID03.
 FL1450
 FL1450.The dynamic height is computed by dividing the NAVD 88
 FL1450.geopotential number by the normal gravity value computed on the
 FL1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1450.degrees latitude (g = 980.6199 gals.).
 FL1450
 FL1450.The modeled gravity was interpolated from observed gravity values.
 FL1450
 FL1450;                    North         East    Units  Estimated Accuracy
 FL1450;SPC TX N     - 1,219,670.      186,400.      MT  (+/- 180 meters Scaled)
 FL1450
 FL1450                          SUPERSEDED SURVEY CONTROL
 FL1450
 FL1450  NGVD 29 (??/??/92) 1026.780  (m)         3368.69   (f) ADJ UNCH    2 0
 FL1450
 FL1450.Superseded values are not recommended for survey control.
 FL1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1450.See file dsdata.txt to determine how the superseded data were derived.
 FL1450
 FL1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE610849(NAD 83)
 FL1450_MARKER: DB = BENCH MARK DISK
 FL1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1450_STAMPING: F 346 1952
 FL1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1450+STABILITY: SURFACE MOTION
 FL1450
 FL1450  HISTORY     - Date     Condition        Report By
 FL1450  HISTORY     - 1952     MONUMENTED       CGS
 FL1450
 FL1450                          STATION DESCRIPTION
 FL1450
 FL1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1450'13.3 MI SE FROM SUNRAY.
 FL1450'1.1 MILES SOUTHWEST ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND
 FL1450'AND PACIFIC RAILROAD STATION AT SUNRAY, THENCE 10.1 MILES EAST ALONG
 FL1450'FARM ROAD 281, THENCE 2.1 MILES SOUTH ALONG FARM ROAD 1060, 52 FEET
 FL1450'EAST OF THE CENTER LINE OF THE FARM ROAD, 82 FEET SOUTH OF THE CENTER
 FL1450'LINE OF AN EAST AND WEST ROAD, 72 FEET SOUTH OF THE SOUTH END OF A
 FL1450'CATTLE GUARD, 2 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 FL1450'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 FL1450'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0169 ***********************************************************************
 GL0169  DESIGNATION -  F 347
 GL0169  PID         -  GL0169
 GL0169  STATE/COUNTY-  TX/MOORE
 GL0169  USGS QUAD   -  CACTUS WEST (1965)
 GL0169
 GL0169                         *CURRENT SURVEY CONTROL
 GL0169  ___________________________________________________________________
 GL0169* NAD 83(1986)-  36 00 39.     (N)    102 07 21.     (W)     SCALED    
 GL0169* NAVD 88     -      1140.580  (meters)    3742.05   (feet)  ADJUSTED  
 GL0169  ___________________________________________________________________
 GL0169  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 GL0169  DYNAMIC HT  -        1139.268 (meters)    3737.75  (feet)  COMP
 GL0169  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 GL0169
 GL0169  VERT ORDER  -  SECOND    CLASS 0
 GL0169
 GL0169.The horizontal coordinates were scaled from a topographic map and have
 GL0169.an estimated accuracy of +/- 6 seconds.
 GL0169
 GL0169.The orthometric height was determined by differential leveling
 GL0169.and adjusted by the National Geodetic Survey in June 1991..
 GL0169
 GL0169.The geoid height was determined by GEOID03.
 GL0169
 GL0169.The dynamic height is computed by dividing the NAVD 88
 GL0169.geopotential number by the normal gravity value computed on the
 GL0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0169.degrees latitude (g = 980.6199 gals.).
 GL0169
 GL0169.The modeled gravity was interpolated from observed gravity values.
 GL0169
 GL0169;                    North         East    Units  Estimated Accuracy
 GL0169;SPC TX N     - 1,223,260.      143,880.      MT  (+/- 180 meters Scaled)
 GL0169
 GL0169                          SUPERSEDED SURVEY CONTROL
 GL0169
 GL0169  NGVD 29 (??/??/92) 1140.03   (m)         3740.2    (f) COMPUTED    2 0
 GL0169
 GL0169.Superseded values are not recommended for survey control.
 GL0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0169.See file dsdata.txt to determine how the superseded data were derived.
 GL0169
 GL0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV593889(NAD 83)
 GL0169_MARKER: DB = BENCH MARK DISK
 GL0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0169_STAMPING: F 347 1952
 GL0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0169+STABILITY: SURFACE MOTION
 GL0169
 GL0169  HISTORY     - Date     Condition        Report By
 GL0169  HISTORY     - 1952     MONUMENTED       CGS
 GL0169
 GL0169                          STATION DESCRIPTION
 GL0169
 GL0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0169'19.0 MI NW FROM DUMAS.
 GL0169'0.5 MILE NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE COURTHOUSE AT
 GL0169'DUMAS, THENCE 7.5 MILES WEST ALONG U.S. HIGHWAY 87, THENCE 7.0 MILES
 GL0169'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRADED
 GL0169'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A NORTH AND SOUTH FENCE, THENCE
 GL0169'1.0 MILE NORTH ACROSS A CULTIVATED FIELD, THENCE 1.0 MILE NORTH ALONG
 GL0169'A PRIVATE TRACK ROAD.  0.1 MILE NORTHWEST OF A FARMHOUSE. 80 FEET EAST
 GL0169'OF THE CENTER OF A LARGE WOODEN GATE.  44 FEET SOUTH OF THE CENTER
 GL0169'LINE OF A GRADED DIRT ROAD LEADING EAST.  1.0 FOOT NORTH OF A FENCE, 2
 GL0169'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0169'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0139 ***********************************************************************
 GL0139  DESIGNATION -  F 348
 GL0139  PID         -  GL0139
 GL0139  STATE/COUNTY-  TX/HARTLEY
 GL0139  USGS QUAD   -  EXUM (1965)
 GL0139
 GL0139                         *CURRENT SURVEY CONTROL
 GL0139  ___________________________________________________________________
 GL0139* NAD 83(1986)-  36 00 53.     (N)    102 14 52.     (W)     SCALED    
 GL0139* NAVD 88     -      1172.755  (meters)    3847.61   (feet)  ADJUSTED  
 GL0139  ___________________________________________________________________
 GL0139  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 GL0139  DYNAMIC HT  -        1171.400 (meters)    3843.17  (feet)  COMP
 GL0139  MODELED GRAV-     979,437.0   (mgal)                       NAVD 88
 GL0139
 GL0139  VERT ORDER  -  SECOND    CLASS 0
 GL0139
 GL0139.The horizontal coordinates were scaled from a topographic map and have
 GL0139.an estimated accuracy of +/- 6 seconds.
 GL0139
 GL0139.The orthometric height was determined by differential leveling
 GL0139.and adjusted by the National Geodetic Survey in June 1991..
 GL0139
 GL0139.The geoid height was determined by GEOID03.
 GL0139
 GL0139.The dynamic height is computed by dividing the NAVD 88
 GL0139.geopotential number by the normal gravity value computed on the
 GL0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0139.degrees latitude (g = 980.6199 gals.).
 GL0139
 GL0139.The modeled gravity was interpolated from observed gravity values.
 GL0139
 GL0139;                    North         East    Units  Estimated Accuracy
 GL0139;SPC TX N     - 1,223,770.      132,590.      MT  (+/- 180 meters Scaled)
 GL0139
 GL0139                          SUPERSEDED SURVEY CONTROL
 GL0139
 GL0139  NGVD 29 (??/??/92) 1172.20   (m)         3845.8    (f) COMPUTED    2 0
 GL0139
 GL0139.Superseded values are not recommended for survey control.
 GL0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0139.See file dsdata.txt to determine how the superseded data were derived.
 GL0139
 GL0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV480890(NAD 83)
 GL0139_MARKER: DB = BENCH MARK DISK
 GL0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0139_STAMPING: F 348 1952
 GL0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0139+STABILITY: SURFACE MOTION
 GL0139
 GL0139  HISTORY     - Date     Condition        Report By
 GL0139  HISTORY     - 1952     MONUMENTED       CGS
 GL0139
 GL0139                          STATION DESCRIPTION
 GL0139
 GL0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0139'16.1 MI S FROM CONLEN.
 GL0139'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0139'HIGHWAY 54 AT CONLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GL0139'THENCE 0.6 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES SOUTH
 GL0139'ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE EAST ALONG A GRADED DIRT
 GL0139'ROAD, THENCE 2.0 MILES SOUTH ALONG A NORTH AND SOUTH FENCE, THENCE 1.0
 GL0139'MILE SOUTH ALONG  PRIVATE ROAD, THENCE 0.8 MILE SOUTH ALONG A NORTH
 GL0139'AND SOUTH FENCE, 0.8 MILE SOUTH OF THE CHICAGO, ROCK ISLAND AND
 GL0139'PACIFIC RAILROAD, 288 FEET NORTH OF A FENCE CORNER, 288 FEET NORTH OF
 GL0139'A FENCE LEADING EAST, 0.6 FOOT WEST OF A NORTH AND SOUTH FENCE, 2 FEET
 GL0139'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0139'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0719 ***********************************************************************
 CS0719  DESIGNATION -  F 35
 CS0719  PID         -  CS0719
 CS0719  STATE/COUNTY-  TX/ELLIS
 CS0719  USGS QUAD   -  ITALY (1978)
 CS0719
 CS0719                         *CURRENT SURVEY CONTROL
 CS0719  ___________________________________________________________________
 CS0719* NAD 83(1986)-  32 11 21.     (N)    096 53 06.     (W)     SCALED    
 CS0719* NAVD 88     -       170.089  (meters)     558.03   (feet)  ADJUSTED  
 CS0719  ___________________________________________________________________
 CS0719  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CS0719  DYNAMIC HT  -         169.886 (meters)     557.37  (feet)  COMP
 CS0719  MODELED GRAV-     979,444.0   (mgal)                       NAVD 88
 CS0719
 CS0719  VERT ORDER  -  SECOND    CLASS 0
 CS0719
 CS0719.The horizontal coordinates were scaled from a topographic map and have
 CS0719.an estimated accuracy of +/- 6 seconds.
 CS0719
 CS0719.The orthometric height was determined by differential leveling
 CS0719.and adjusted by the National Geodetic Survey in June 1991..
 CS0719
 CS0719.The geoid height was determined by GEOID03.
 CS0719
 CS0719.The dynamic height is computed by dividing the NAVD 88
 CS0719.geopotential number by the normal gravity value computed on the
 CS0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0719.degrees latitude (g = 980.6199 gals.).
 CS0719
 CS0719.The modeled gravity was interpolated from observed gravity values.
 CS0719
 CS0719;                    North         East    Units  Estimated Accuracy
 CS0719;SPC TXNC     - 2,059,110.      752,280.      MT  (+/- 180 meters Scaled)
 CS0719
 CS0719                          SUPERSEDED SURVEY CONTROL
 CS0719
 CS0719  NGVD 29 (??/??/92)  170.072  (m)          557.98   (f) ADJ UNCH    2 0
 CS0719
 CS0719.Superseded values are not recommended for survey control.
 CS0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0719.See file dsdata.txt to determine how the superseded data were derived.
 CS0719
 CS0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA993633(NAD 83)
 CS0719_MARKER: DD = SURVEY DISK
 CS0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0719_SP_SET: GUARDRAIL
 CS0719_STAMPING: 557.315 F 35
 CS0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0719
 CS0719  HISTORY     - Date     Condition        Report By
 CS0719  HISTORY     - UNK      MONUMENTED       TXRD
 CS0719  HISTORY     - 1934     GOOD             NGS
 CS0719  HISTORY     - 1946     GOOD             NGS
 CS0719
 CS0719                          STATION DESCRIPTION
 CS0719
 CS0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CS0719'0.6 MI N FROM ITALY.
 CS0719'IN THE WEST EDGE OF ITALY, ELLIS COUNTY, ON THE MISSOURI-KANSAS-TEXAS
 CS0719'RAILROAD OF TEXAS, AT A BRIDGE OVER A SPUR OF U.S. HIGHWAY 77, AND IN
 CS0719'THE TOP OF THE SOUTH END OF THE CONCRETE GUARDRAIL.  A TEXAS
 CS0719'RECLAMATION DEPARTMENT STANDARD DISK, STAMPED 557.315 F 35.
 CS0719
 CS0719                          STATION RECOVERY (1946)
 CS0719
 CS0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1473 ***********************************************************************
 AW1473  DESIGNATION -  F 35 TXRD
 AW1473  PID         -  AW1473
 AW1473  STATE/COUNTY-  TX/CHAMBERS
 AW1473  USGS QUAD   -  ANAHUAC (1993)
 AW1473
 AW1473                         *CURRENT SURVEY CONTROL
 AW1473  ___________________________________________________________________
 AW1473* NAD 83(1986)-  29 50 02.     (N)    094 41 33.     (W)     SCALED    
 AW1473* NAVD 88     -         8.62   (+/-2cm)      28.3    (feet)  VERTCON   
 AW1473  ___________________________________________________________________
 AW1473  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW1473
 AW1473  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1473
 AW1473.The horizontal coordinates were scaled from a topographic map and have
 AW1473.an estimated accuracy of +/- 6 seconds.
 AW1473
 AW1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1473.The vertical order pertains to the NGVD 29 superseded value.
 AW1473
 AW1473.The geoid height was determined by GEOID03.
 AW1473
 AW1473;                    North         East    Units  Estimated Accuracy
 AW1473;SPC TXSC     - 4,229,380.    1,016,170.      MT  (+/- 180 meters Scaled)
 AW1473
 AW1473                          SUPERSEDED SURVEY CONTROL
 AW1473
 AW1473  NGVD 29 (??/??/92)    8.628  (m)           28.31   (f) ADJ UNCH    1 2
 AW1473
 AW1473.Superseded values are not recommended for survey control.
 AW1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1473.See file dsdata.txt to determine how the superseded data were derived.
 AW1473
 AW1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP364015(NAD 83)
 AW1473_MARKER: DD = SURVEY DISK
 AW1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1473_STAMPING: F 35 29.052
 AW1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1473+STABILITY: SURFACE MOTION
 AW1473
 AW1473  HISTORY     - Date     Condition        Report By
 AW1473  HISTORY     - UNK      MONUMENTED       TXRD
 AW1473  HISTORY     - 1973     GOOD             NGS
 AW1473  HISTORY     - 1978     GOOD             NGS
 AW1473  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW1473  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1473  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AW1473  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW1473
 AW1473                          STATION DESCRIPTION
 AW1473
 AW1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1473'0.45 MI SE FROM WALLISVILLE.
 AW1473'ABOUT 0.25 MILE SOUTHEAST ALONG FARM ROAD 563 FROM THE I-10 OVERPASS
 AW1473'AT WALLISVILLE, THENCE 0.2 MILE SOUTH ALONG OLD FARM ROAD 563, 46 FEET
 AW1473'SOUTH OF THE CENTER LINE OF A PAVED ROAD LEADING WEST, 16 FEET NORTH
 AW1473'OF A CHAIN LINK FENCE, 16.4 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT
 AW1473'114 FEET SOUTHWEST OF THE CENTER OF A SHARP CURVE IN THE ROAD, 8 FEET
 AW1473'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 AW1473'IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE
 AW1473'GROUND.
 AW1473
 AW1473                          STATION RECOVERY (1978)
 AW1473
 AW1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1473'RECOVERED IN GOOD CONDITION.
 AW1473
 AW1473                          STATION RECOVERY (1996)
 AW1473
 AW1473'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1473'MARK NOT FOUND.
 AW1473
 AW1473                          STATION RECOVERY (2001)
 AW1473
 AW1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1473'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1473
 AW1473                          STATION RECOVERY (2004)
 AW1473
 AW1473'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1473'MARK NOT FOUND.
 AW1473
 AW1473                          STATION RECOVERY (2005)
 AW1473
 AW1473'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2340 ***********************************************************************
 AX2340  DESIGNATION -  F 350
 AX2340  PID         -  AX2340
 AX2340  STATE/COUNTY-  TX/CALDWELL
 AX2340  USGS QUAD   -  HARWOOD (1981)
 AX2340
 AX2340                         *CURRENT SURVEY CONTROL
 AX2340  ___________________________________________________________________
 AX2340* NAD 83(1986)-  29 38 59.     (N)    097 35 04.     (W)     SCALED    
 AX2340* NAVD 88     -       112.72   (+/-2cm)     369.8    (feet)  VERTCON   
 AX2340  ___________________________________________________________________
 AX2340  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2340
 AX2340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2340
 AX2340.The horizontal coordinates were scaled from a topographic map and have
 AX2340.an estimated accuracy of +/- 6 seconds.
 AX2340
 AX2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2340.The vertical order pertains to the NGVD 29 superseded value.
 AX2340
 AX2340.The geoid height was determined by GEOID03.
 AX2340
 AX2340;                    North         East    Units  Estimated Accuracy
 AX2340;SPC TXSC     - 4,202,130.      737,040.      MT  (+/- 180 meters Scaled)
 AX2340
 AX2340                          SUPERSEDED SURVEY CONTROL
 AX2340
 AX2340  NGVD 29 (??/??/92)  112.671  (m)          369.65   (f) ADJ UNCH    2 0
 AX2340
 AX2340.Superseded values are not recommended for survey control.
 AX2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2340.See file dsdata.txt to determine how the superseded data were derived.
 AX2340
 AX2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT370808(NAD 83)
 AX2340_MARKER: DB = BENCH MARK DISK
 AX2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2340_STAMPING: F 350 1935
 AX2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2340+STABILITY: SURFACE MOTION
 AX2340
 AX2340  HISTORY     - Date     Condition        Report By
 AX2340  HISTORY     - 1935     MONUMENTED       CGS
 AX2340  HISTORY     - 1943     GOOD             NGS
 AX2340  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2340  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2340
 AX2340                          STATION DESCRIPTION
 AX2340
 AX2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2340'4.7 MI SE FROM LULING.
 AX2340'4.4 MILES EAST ALONG U. S. HIGHWAY 90 FROM THE TEXAS AND NEW ORLEANS
 AX2340'RAILROAD STATION AT LULING, CALDWELL COUNTY, THENCE 0.3 MILE SOUTH
 AX2340'ALONG U. S. HIGHWAY 183.  ABOUT 200 FEET SOUTH OF A CULVERT, ABOUT
 AX2340'MIDWAY UP A LONG GRADE, 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 AX2340'IN THE EDGE OF A PASTURE, NEAR A GATE, 14 FEET EAST OF A 12-INCH OAK
 AX2340'TREE, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE
 AX2340'WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY. A
 AX2340'STANDARD DISK, STAMPED F 350 1935 AND SET IN THE TOP OF A CONCRETE
 AX2340'POST, PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2340
 AX2340                          STATION RECOVERY (1993)
 AX2340
 AX2340'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2340'MARK NOT FOUND.
 AX2340
 AX2340                          STATION RECOVERY (1999)
 AX2340
 AX2340'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0183 ***********************************************************************
 AE0183  DESIGNATION -  F 351
 AE0183  PID         -  AE0183
 AE0183  STATE/COUNTY-  TX/BROOKS
 AE0183  USGS QUAD   -  CALLO PADRONES (1982)
 AE0183
 AE0183                         *CURRENT SURVEY CONTROL
 AE0183  ___________________________________________________________________
 AE0183* NAD 83(1986)-  26 49 02.     (N)    098 07 11.     (W)     SCALED    
 AE0183* NAVD 88     -        22.992  (meters)      75.43   (feet)  ADJUSTED  
 AE0183  ___________________________________________________________________
 AE0183  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AE0183  DYNAMIC HT  -          22.955 (meters)      75.31  (feet)  COMP
 AE0183  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AE0183
 AE0183  VERT ORDER  -  SECOND    CLASS 0
 AE0183
 AE0183.The horizontal coordinates were scaled from a topographic map and have
 AE0183.an estimated accuracy of +/- 6 seconds.
 AE0183
 AE0183.The orthometric height was determined by differential leveling
 AE0183.and adjusted by the National Geodetic Survey in June 1991..
 AE0183
 AE0183.The geoid height was determined by GEOID03.
 AE0183
 AE0183.The dynamic height is computed by dividing the NAVD 88
 AE0183.geopotential number by the normal gravity value computed on the
 AE0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0183.degrees latitude (g = 980.6199 gals.).
 AE0183
 AE0183.The modeled gravity was interpolated from observed gravity values.
 AE0183
 AE0183;                    North         East    Units  Estimated Accuracy
 AE0183;SPC TX S     - 5,127,530.      337,800.      MT  (+/- 180 meters Scaled)
 AE0183
 AE0183                          SUPERSEDED SURVEY CONTROL
 AE0183
 AE0183  NGVD 29 (??/??/92)   23.10   (m)           75.8    (f) COMPUTED    2 0
 AE0183
 AE0183.Superseded values are not recommended for survey control.
 AE0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0183.See file dsdata.txt to determine how the superseded data were derived.
 AE0183
 AE0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ874664(NAD 83)
 AE0183_MARKER: DB = BENCH MARK DISK
 AE0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0183_STAMPING: F-351
 AE0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0183+STABILITY: SURFACE MOTION
 AE0183
 AE0183  HISTORY     - Date     Condition        Report By
 AE0183  HISTORY     - UNK      MONUMENTED       CGS
 AE0183  HISTORY     - 1935     GOOD             NGS
 AE0183
 AE0183                          STATION DESCRIPTION
 AE0183
 AE0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0183'5.1 MI S FROM RACHAL.
 AE0183'5.1 MILES SOUTH OF AND ALONG U. S. HIGHWAY 281.  69 FEET WEST OF
 AE0183'CENTER LINE OF ROAD.  6 FEET WEST OF FENCE.  7 FEET WEST OF A ROW OF
 AE0183'TELEPHONE POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0478 ***********************************************************************
 AE0478  DESIGNATION -  F 352
 AE0478  PID         -  AE0478
 AE0478  STATE/COUNTY-  TX/HIDALGO
 AE0478  USGS QUAD   -  EDINBURG (1983)
 AE0478
 AE0478                         *CURRENT SURVEY CONTROL
 AE0478  ___________________________________________________________________
 AE0478* NAD 83(1986)-  26 21 46.     (N)    098 08 46.     (W)     SCALED    
 AE0478* NAVD 88     -        27.607  (meters)      90.57   (feet)  ADJUSTED  
 AE0478  ___________________________________________________________________
 AE0478  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE0478  DYNAMIC HT  -          27.562 (meters)      90.43  (feet)  COMP
 AE0478  MODELED GRAV-     979,023.1   (mgal)                       NAVD 88
 AE0478
 AE0478  VERT ORDER  -  SECOND    CLASS 0
 AE0478
 AE0478.The horizontal coordinates were scaled from a topographic map and have
 AE0478.an estimated accuracy of +/- 6 seconds.
 AE0478
 AE0478.The orthometric height was determined by differential leveling
 AE0478.and adjusted by the National Geodetic Survey in June 1991..
 AE0478
 AE0478.The geoid height was determined by GEOID03.
 AE0478
 AE0478.The dynamic height is computed by dividing the NAVD 88
 AE0478.geopotential number by the normal gravity value computed on the
 AE0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0478.degrees latitude (g = 980.6199 gals.).
 AE0478
 AE0478.The modeled gravity was interpolated from observed gravity values.
 AE0478
 AE0478;                    North         East    Units  Estimated Accuracy
 AE0478;SPC TX S     - 5,077,170.      335,320.      MT  (+/- 180 meters Scaled)
 AE0478
 AE0478                          SUPERSEDED SURVEY CONTROL
 AE0478
 AE0478  NGVD 29 (??/??/92)   27.721  (m)           90.95   (f) ADJ UNCH    2 0
 AE0478
 AE0478.Superseded values are not recommended for survey control.
 AE0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0478.See file dsdata.txt to determine how the superseded data were derived.
 AE0478
 AE0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ851161(NAD 83)
 AE0478_MARKER: DB = BENCH MARK DISK
 AE0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0478_STAMPING: F-352
 AE0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0478+STABILITY: SURFACE MOTION
 AE0478
 AE0478  HISTORY     - Date     Condition        Report By
 AE0478  HISTORY     - UNK      MONUMENTED       CGS
 AE0478  HISTORY     - 1935     GOOD             NGS
 AE0478  HISTORY     - 1942     MARK NOT FOUND   NGS
 AE0478
 AE0478                          STATION DESCRIPTION
 AE0478
 AE0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0478'4.4 MI N FROM EDINBURG.
 AE0478'4.4 MILES NORTH OF AND ALONG U. S. HIGHWAY 281.  41 FEET WEST OF
 AE0478'CENTER LINE OF ROAD.  12 FEET WEST OF A ROW OF TELEPHONE POLES.  10
 AE0478'FEET EAST OF FENCE.
 AE0478
 AE0478                          STATION RECOVERY (1942)
 AE0478
 AE0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AE0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0126 ***********************************************************************
 FL0126  DESIGNATION -  F 353
 FL0126  PID         -  FL0126
 FL0126  STATE/COUNTY-  TX/WHEELER
 FL0126  USGS QUAD   -  FULLER (1963)
 FL0126
 FL0126                         *CURRENT SURVEY CONTROL
 FL0126  ___________________________________________________________________
 FL0126* NAD 83(1986)-  35 14 17.     (N)    100 05 45.     (W)     SCALED    
 FL0126* NAVD 88     -       664.755  (meters)    2180.95   (feet)  ADJUSTED  
 FL0126  ___________________________________________________________________
 FL0126  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL0126  DYNAMIC HT  -         664.067 (meters)    2178.69  (feet)  COMP
 FL0126  MODELED GRAV-     979,576.3   (mgal)                       NAVD 88
 FL0126
 FL0126  VERT ORDER  -  FIRST     CLASS II
 FL0126
 FL0126.The horizontal coordinates were scaled from a topographic map and have
 FL0126.an estimated accuracy of +/- 6 seconds.
 FL0126
 FL0126.The orthometric height was determined by differential leveling
 FL0126.and adjusted by the National Geodetic Survey in June 1991..
 FL0126
 FL0126.The geoid height was determined by GEOID03.
 FL0126
 FL0126.The dynamic height is computed by dividing the NAVD 88
 FL0126.geopotential number by the normal gravity value computed on the
 FL0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0126.degrees latitude (g = 980.6199 gals.).
 FL0126
 FL0126.The modeled gravity was interpolated from observed gravity values.
 FL0126
 FL0126;                    North         East    Units  Estimated Accuracy
 FL0126;SPC TX N     - 1,138,250.      327,800.      MT  (+/- 180 meters Scaled)
 FL0126
 FL0126                          SUPERSEDED SURVEY CONTROL
 FL0126
 FL0126  NGVD 29 (??/??/92)  664.488  (m)         2180.07   (f) ADJ UNCH    1 2
 FL0126
 FL0126.Superseded values are not recommended for survey control.
 FL0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0126.See file dsdata.txt to determine how the superseded data were derived.
 FL0126
 FL0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD002999(NAD 83)
 FL0126_MARKER: DB = BENCH MARK DISK
 FL0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0126_STAMPING: F 353 1953
 FL0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0126+STABILITY: SURFACE MOTION
 FL0126
 FL0126  HISTORY     - Date     Condition        Report By
 FL0126  HISTORY     - 1953     MONUMENTED       CGS
 FL0126
 FL0126                          STATION DESCRIPTION
 FL0126
 FL0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0126'1.0 MI SW FROM FULLER.
 FL0126'1.0 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0126'FROM THE STATION SIGN AT FULLER, 4 POLES NORTHEAST OF MILEPOST 655,
 FL0126'46.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.6 FEET NORTHWEST OF A
 FL0126'FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST, 6 FEET BELOW THE TOP OF
 FL0126'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 FL0126'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0305 ***********************************************************************
 FL0305  DESIGNATION -  F 354
 FL0305  PID         -  FL0305
 FL0305  STATE/COUNTY-  TX/GRAY
 FL0305  USGS QUAD   -  MC LEAN (1978)
 FL0305
 FL0305                         *CURRENT SURVEY CONTROL
 FL0305  ___________________________________________________________________
 FL0305* NAD 83(1986)-  35 13 53.     (N)    100 37 02.     (W)     SCALED    
 FL0305* NAVD 88     -       880.342  (meters)    2888.26   (feet)  ADJUSTED  
 FL0305  ___________________________________________________________________
 FL0305  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL0305  DYNAMIC HT  -         879.381 (meters)    2885.10  (feet)  COMP
 FL0305  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 FL0305
 FL0305  VERT ORDER  -  FIRST     CLASS II
 FL0305
 FL0305.The horizontal coordinates were scaled from a topographic map and have
 FL0305.an estimated accuracy of +/- 6 seconds.
 FL0305
 FL0305.The orthometric height was determined by differential leveling
 FL0305.and adjusted by the National Geodetic Survey in June 1991..
 FL0305
 FL0305.The geoid height was determined by GEOID03.
 FL0305
 FL0305.The dynamic height is computed by dividing the NAVD 88
 FL0305.geopotential number by the normal gravity value computed on the
 FL0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0305.degrees latitude (g = 980.6199 gals.).
 FL0305
 FL0305.The modeled gravity was interpolated from observed gravity values.
 FL0305
 FL0305;                    North         East    Units  Estimated Accuracy
 FL0305;SPC TX N     - 1,136,970.      280,350.      MT  (+/- 180 meters Scaled)
 FL0305
 FL0305                          SUPERSEDED SURVEY CONTROL
 FL0305
 FL0305  NGVD 29 (??/??/92)  879.988  (m)         2887.09   (f) ADJ UNCH    1 2
 FL0305
 FL0305.Superseded values are not recommended for survey control.
 FL0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0305.See file dsdata.txt to determine how the superseded data were derived.
 FL0305
 FL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD528999(NAD 83)
 FL0305_MARKER: DB = BENCH MARK DISK
 FL0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0305_STAMPING: F 354 1953
 FL0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0305+STABILITY: SURFACE MOTION
 FL0305
 FL0305  HISTORY     - Date     Condition        Report By
 FL0305  HISTORY     - 1953     MONUMENTED       CGS
 FL0305
 FL0305                          STATION DESCRIPTION
 FL0305
 FL0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0305'1.0 MI SW FROM MCLEAN.
 FL0305'1.0 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0305'FROM THE STATION AT MCLEAN, 9 1/2 POLES SOUTHWEST OF MILEPOST 688, IN
 FL0305'LINE WITH A ROW OF POLES, 43.2 FEET NORTHWEST OF THE NORTHWEST RAIL,
 FL0305'103 FEET SOUTHEAST OF THE CENTER LINE OF OLD U.S. HIGHWAY 66, 57 FEET
 FL0305'SOUTHEAST OF A POWER POLE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN
 FL0305'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0364 ***********************************************************************
 FL0364  DESIGNATION -  F 355
 FL0364  PID         -  FL0364
 FL0364  STATE/COUNTY-  TX/DONLEY
 FL0364  USGS QUAD   -  ROCKLEDGE (1964)
 FL0364
 FL0364                         *CURRENT SURVEY CONTROL
 FL0364  ___________________________________________________________________
 FL0364* NAD 83(1986)-  35 10 32.     (N)    100 52 31.     (W)     SCALED    
 FL0364* NAVD 88     -       971.890  (meters)    3188.61   (feet)  ADJUSTED  
 FL0364  ___________________________________________________________________
 FL0364  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0364  DYNAMIC HT  -         970.781 (meters)    3184.97  (feet)  COMP
 FL0364  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 FL0364
 FL0364  VERT ORDER  -  FIRST     CLASS II
 FL0364
 FL0364.The horizontal coordinates were scaled from a topographic map and have
 FL0364.an estimated accuracy of +/- 6 seconds.
 FL0364
 FL0364.The orthometric height was determined by differential leveling
 FL0364.and adjusted by the National Geodetic Survey in June 1991..
 FL0364
 FL0364.The geoid height was determined by GEOID03.
 FL0364
 FL0364.The dynamic height is computed by dividing the NAVD 88
 FL0364.geopotential number by the normal gravity value computed on the
 FL0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0364.degrees latitude (g = 980.6199 gals.).
 FL0364
 FL0364.The modeled gravity was interpolated from observed gravity values.
 FL0364
 FL0364;                    North         East    Units  Estimated Accuracy
 FL0364;SPC TX N     - 1,130,590.      256,900.      MT  (+/- 180 meters Scaled)
 FL0364
 FL0364                          SUPERSEDED SURVEY CONTROL
 FL0364
 FL0364  NGVD 29 (??/??/92)  971.47   (m)         3187.2    (f) COMPUTED    1 2
 FL0364
 FL0364.Superseded values are not recommended for survey control.
 FL0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0364.See file dsdata.txt to determine how the superseded data were derived.
 FL0364
 FL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD292941(NAD 83)
 FL0364_MARKER: DB = BENCH MARK DISK
 FL0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0364_STAMPING: F 355 1953
 FL0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0364+STABILITY: SURFACE MOTION
 FL0364
 FL0364  HISTORY     - Date     Condition        Report By
 FL0364  HISTORY     - 1953     MONUMENTED       CGS
 FL0364  HISTORY     - 1955     GOOD             NGS
 FL0364
 FL0364                          STATION DESCRIPTION
 FL0364
 FL0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0364'2.0 MI E FROM JERICHO.
 FL0364'2.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0364'FROM THE STATION SIGN AT JERICHO, 60 FEET WEST OF THE 1ST POLE WEST OF
 FL0364'MILEPOST 706, 34.4 FEET NORTH OF THE NORTH RAIL, 14 FEET SOUTH OF A
 FL0364'FENCE, 3 FEET WEST OF A WITNESS POST, 8 FEET ABOVE THE TOP OF THE
 FL0364'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE
 FL0364'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0314 ***********************************************************************
 AO0314  DESIGNATION -  F 356
 AO0314  PID         -  AO0314
 AO0314  STATE/COUNTY-  TX/LA SALLE
 AO0314  USGS QUAD   -  CHARCO MARRANO CREEK (1974)
 AO0314
 AO0314                         *CURRENT SURVEY CONTROL
 AO0314  ___________________________________________________________________
 AO0314* NAD 83(1986)-  28 18 50.     (N)    099 06 47.     (W)     SCALED    
 AO0314* NAVD 88     -       108.806  (meters)     356.97   (feet)  POSTED    
 AO0314  ___________________________________________________________________
 AO0314  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AO0314  DYNAMIC HT  -         108.640 (meters)     356.43  (feet)  COMP
 AO0314  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 AO0314
 AO0314  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0314
 AO0314.The horizontal coordinates were scaled from a topographic map and have
 AO0314.an estimated accuracy of +/- 6 seconds.
 AO0314
 AO0314.The orthometric height was determined by differential leveling
 AO0314.and adjusted by the National Geodetic Survey in 1992..
 AO0314.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0314.rate of 1.1 thru 2.0 mm/km.
 AO0314
 AO0314.The geoid height was determined by GEOID03.
 AO0314
 AO0314.The dynamic height is computed by dividing the NAVD 88
 AO0314.geopotential number by the normal gravity value computed on the
 AO0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0314.degrees latitude (g = 980.6199 gals.).
 AO0314
 AO0314.The modeled gravity was interpolated from observed gravity values.
 AO0314
 AO0314;                    North         East    Units  Estimated Accuracy
 AO0314;SPC TXSC     - 4,053,270.      588,910.      MT  (+/- 180 meters Scaled)
 AO0314
 AO0314                          SUPERSEDED SURVEY CONTROL
 AO0314
 AO0314  NGVD 29 (??/??/92)  108.723  (m)          356.70   (f) ADJ UNCH    2 0
 AO0314
 AO0314.Superseded values are not recommended for survey control.
 AO0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0314.See file dsdata.txt to determine how the superseded data were derived.
 AO0314
 AO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS889319(NAD 83)
 AO0314_MARKER: DB = BENCH MARK DISK
 AO0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0314_STAMPING: F356 1935
 AO0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0314+STABILITY: SURFACE MOTION
 AO0314
 AO0314  HISTORY     - Date     Condition        Report By
 AO0314  HISTORY     - 1935     MONUMENTED       CGS
 AO0314  HISTORY     - 1974     GOOD             USGS
 AO0314
 AO0314                          STATION DESCRIPTION
 AO0314
 AO0314'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 AO0314'12.2 MI SE FROM COTULLA.
 AO0314'ABOUT 9.5 MILES SE ALONG FM 468 FROM COTULLA, LASALLE CO., TO A COUNTY
 AO0314'RD. TO HOLLAND DAM.  ABOUT 2.0 MILES SE ALONG COUNTY RD., 0.05 MILES
 AO0314'PAST A 90 DEGREE BEND IN RD, TO TRACK RD. SE.  ABOUT 0.5 MILES SE
 AO0314'ALONG TRACK RD TO BM AT TOP OF SMALL HILL.  40 FT. N AND 60 FT. E
 AO0314'CENTERLINE RD. T-RD N.  A STANDARD DISK, STAMPED F356 1935 AND SET IN
 AO0314'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0693 ***********************************************************************
 AJ0693  DESIGNATION -  F 357
 AJ0693  PID         -  AJ0693
 AJ0693  STATE/COUNTY-  TX/DUVAL
 AJ0693  USGS QUAD   -  FREER NW (1971)
 AJ0693
 AJ0693                         *CURRENT SURVEY CONTROL
 AJ0693  ___________________________________________________________________
 AJ0693* NAD 83(1986)-  27 55 49.     (N)    098 38 02.     (W)     SCALED    
 AJ0693* NAVD 88     -       143.014  (meters)     469.21   (feet)  POSTED    
 AJ0693  ___________________________________________________________________
 AJ0693  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AJ0693  DYNAMIC HT  -         142.790 (meters)     468.47  (feet)  COMP
 AJ0693  MODELED GRAV-     979,101.8   (mgal)                       NAVD 88
 AJ0693
 AJ0693  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0693
 AJ0693.The horizontal coordinates were scaled from a topographic map and have
 AJ0693.an estimated accuracy of +/- 6 seconds.
 AJ0693
 AJ0693.The orthometric height was determined by differential leveling
 AJ0693.and adjusted by the National Geodetic Survey in 1992..
 AJ0693.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0693.rate of 1.1 thru 2.0 mm/km.
 AJ0693
 AJ0693.The geoid height was determined by GEOID03.
 AJ0693
 AJ0693.The dynamic height is computed by dividing the NAVD 88
 AJ0693.geopotential number by the normal gravity value computed on the
 AJ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0693.degrees latitude (g = 980.6199 gals.).
 AJ0693
 AJ0693.The modeled gravity was interpolated from observed gravity values.
 AJ0693
 AJ0693;                    North         East    Units  Estimated Accuracy
 AJ0693;SPC TX S     - 5,250,810.      286,820.      MT  (+/- 180 meters Scaled)
 AJ0693
 AJ0693                          SUPERSEDED SURVEY CONTROL
 AJ0693
 AJ0693  NGVD 29 (??/??/92)  143.022  (m)          469.23   (f) ADJ UNCH    2 0
 AJ0693
 AJ0693.Superseded values are not recommended for survey control.
 AJ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0693.See file dsdata.txt to determine how the superseded data were derived.
 AJ0693
 AJ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR360895(NAD 83)
 AJ0693_MARKER: DB = BENCH MARK DISK
 AJ0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0693_STAMPING: F-357 1935
 AJ0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0693+STABILITY: SURFACE MOTION
 AJ0693
 AJ0693  HISTORY     - Date     Condition        Report By
 AJ0693  HISTORY     - 1935     MONUMENTED       CGS
 AJ0693  HISTORY     - 1971     MARK NOT FOUND   USGS
 AJ0693
 AJ0693                          STATION DESCRIPTION
 AJ0693
 AJ0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0693'4.1 MI NW FROM FREER.
 AJ0693'4.1 MILES NORTHWEST OF AND ALONG STATE HIGHWAY 55.  NEAR EARTHEN WATER
 AJ0693'TANK.  47 YDS. S. OF TANK.  43 YDS. S. E. OF CATTLE GUARD.  25 YDS. S.
 AJ0693'W. OF CENTERLINE OF HIGHWAY.  IN OPEN SPACE.  SET IN TOP OF A CONCRETE
 AJ0693'POST.
 AJ0693
 AJ0693                          STATION RECOVERY (1971)
 AJ0693
 AJ0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AJ0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0114 ***********************************************************************
 BA0114  DESIGNATION -  F 358
 BA0114  PID         -  BA0114
 BA0114  STATE/COUNTY-  TX/BREWSTER
 BA0114  USGS QUAD   -  SMOKY CREEK (1971)
 BA0114
 BA0114                         *CURRENT SURVEY CONTROL
 BA0114  ___________________________________________________________________
 BA0114* NAD 83(1986)-  29 05 08.     (N)    103 26 14.     (W)     SCALED    
 BA0114* NAVD 88     -       699.775  (meters)    2295.85   (feet)  ADJUSTED  
 BA0114  ___________________________________________________________________
 BA0114  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 BA0114  DYNAMIC HT  -         698.634 (meters)    2292.10  (feet)  COMP
 BA0114  MODELED GRAV-     978,990.5   (mgal)                       NAVD 88
 BA0114
 BA0114  VERT ORDER  -  FIRST     CLASS II
 BA0114
 BA0114.The horizontal coordinates were scaled from a topographic map and have
 BA0114.an estimated accuracy of +/- 6 seconds.
 BA0114
 BA0114.The orthometric height was determined by differential leveling
 BA0114.and adjusted by the National Geodetic Survey in June 1991..
 BA0114
 BA0114.The geoid height was determined by GEOID03.
 BA0114
 BA0114.The dynamic height is computed by dividing the NAVD 88
 BA0114.geopotential number by the normal gravity value computed on the
 BA0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0114.degrees latitude (g = 980.6199 gals.).
 BA0114
 BA0114.The modeled gravity was interpolated from observed gravity values.
 BA0114
 BA0114;                    North         East    Units  Estimated Accuracy
 BA0114;SPC TXSC     - 4,146,970.      168,160.      MT  (+/- 180 meters Scaled)
 BA0114
 BA0114                          SUPERSEDED SURVEY CONTROL
 BA0114
 BA0114  NGVD 29 (??/??/92)  699.364  (m)         2294.50   (f) ADJ UNCH    1 2
 BA0114
 BA0114.Superseded values are not recommended for survey control.
 BA0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0114.See file dsdata.txt to determine how the superseded data were derived.
 BA0114
 BA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN520184(NAD 83)
 BA0114_MARKER: DB = BENCH MARK DISK
 BA0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0114_STAMPING: F 358 1943
 BA0114_MARK LOGO: CGS   
 BA0114_MAGNETIC: N = NO MAGNETIC MATERIAL
 BA0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0114+STABILITY: SURFACE MOTION
 BA0114
 BA0114  HISTORY     - Date     Condition        Report By
 BA0114  HISTORY     - 1943     MONUMENTED       CGS
 BA0114  HISTORY     - 1958     GOOD             NGS
 BA0114  HISTORY     - 1967     MARK NOT FOUND   NGS
 BA0114  HISTORY     - 19900318 GOOD             LOCENG
 BA0114
 BA0114                          STATION DESCRIPTION
 BA0114
 BA0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0114'6.8 MI SE FROM CASTOLON.
 BA0114'ABOUT 6.8 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0114'OFFICE AT CASTOLON, 37 FEET NORTH OF THE CENTER LINE OF THE ROAD, AT
 BA0114'THE CREST OF A HILL AND THE WEST END OF A CURVE, 3 FEET EAST OF A
 BA0114'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 BA0114'OF A CONCRETE POST PROJECTING 4 INCHES.
 BA0114
 BA0114                          STATION RECOVERY (1967)
 BA0114
 BA0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BA0114'MARK NOT FOUND.
 BA0114
 BA0114                          STATION RECOVERY (1990)
 BA0114
 BA0114'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (AWS)
 BA0114'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0674 ***********************************************************************
 CD0674  DESIGNATION -  F 359
 CD0674  PID         -  CD0674
 CD0674  STATE/COUNTY-  TX/HUDSPETH
 CD0674  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0674
 CD0674                         *CURRENT SURVEY CONTROL
 CD0674  ___________________________________________________________________
 CD0674* NAD 83(1986)-  31 49 34.     (N)    105 52 44.     (W)     SCALED    
 CD0674* NAVD 88     -      1620.561  (meters)    5316.79   (feet)  ADJUSTED  
 CD0674  ___________________________________________________________________
 CD0674  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0674  DYNAMIC HT  -        1618.009 (meters)    5308.42  (feet)  COMP
 CD0674  MODELED GRAV-     979,007.1   (mgal)                       NAVD 88
 CD0674
 CD0674  VERT ORDER  -  FIRST     CLASS II
 CD0674
 CD0674.The horizontal coordinates were scaled from a topographic map and have
 CD0674.an estimated accuracy of +/- 6 seconds.
 CD0674
 CD0674.The orthometric height was determined by differential leveling
 CD0674.and adjusted by the National Geodetic Survey in June 1991..
 CD0674
 CD0674.The geoid height was determined by GEOID03.
 CD0674
 CD0674.The dynamic height is computed by dividing the NAVD 88
 CD0674.geopotential number by the normal gravity value computed on the
 CD0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0674.degrees latitude (g = 980.6199 gals.).
 CD0674
 CD0674.The modeled gravity was interpolated from observed gravity values.
 CD0674
 CD0674;                    North         East    Units  Estimated Accuracy
 CD0674;SPC TX C     - 3,252,480.      175,220.      MT  (+/- 180 meters Scaled)
 CD0674
 CD0674                          SUPERSEDED SURVEY CONTROL
 CD0674
 CD0674  NGVD 29 (??/??/92) 1619.83   (m)         5314.4    (f) COMPUTED    1 2
 CD0674
 CD0674.Superseded values are not recommended for survey control.
 CD0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0674.See file dsdata.txt to determine how the superseded data were derived.
 CD0674
 CD0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR168214(NAD 83)
 CD0674_MARKER: DB = BENCH MARK DISK
 CD0674_SETTING: 66 = SET IN ROCK OUTCROP
 CD0674_SP_SET: LIMESTONE LAYER
 CD0674_STAMPING: F 359 1943
 CD0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0674+STABILITY: POSITION/ELEVATION WELL
 CD0674
 CD0674  HISTORY     - Date     Condition        Report By
 CD0674  HISTORY     - 1943     MONUMENTED       CGS
 CD0674  HISTORY     - 1956     GOOD             NGS
 CD0674
 CD0674                          STATION DESCRIPTION
 CD0674
 CD0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0674'38.2 MI E FROM EL PASO.
 CD0674'IN HUDSPETH COUNTY ABOUT 38.2 MILES EAST ALONG HIGHWAY 62 FROM THE
 CD0674'CITY HALL AT EL PASO, EL PASO COUNTY, 0.1 MILE EAST OF A SIDE ROAD
 CD0674'LEADING SOUTHEAST, AT THE TOP OF A RISE, IN AN OUTCROP OF LIMESTONE ON
 CD0674'THE NORTHWEST SIDE OF THE HIGHWAY, ABOUT 4 FEET HIGHER THAN THE
 CD0674'PAVEMENT, 29 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND IS A
 CD0674'BENCH MARK DISK SET IN THE TOP OF A LAYER OF LIMESTONE.  NOTE-- BM DUE
 CD0674'TO BE DEST. WHEN HIGHWAY IS REBUILT.
 CD0674
 CD0674                          STATION RECOVERY (1956)
 CD0674
 CD0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CD0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0675 ***********************************************************************
 CD0675  DESIGNATION -  F 359 RESET 1956
 CD0675  PID         -  CD0675
 CD0675  STATE/COUNTY-  TX/HUDSPETH
 CD0675  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0675
 CD0675                         *CURRENT SURVEY CONTROL
 CD0675  ___________________________________________________________________
 CD0675* NAD 83(1986)-  31 49 36.     (N)    105 52 44.     (W)     SCALED    
 CD0675* NAVD 88     -      1620.027  (meters)    5315.04   (feet)  ADJUSTED  
 CD0675  ___________________________________________________________________
 CD0675  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0675  DYNAMIC HT  -        1617.476 (meters)    5306.67  (feet)  COMP
 CD0675  MODELED GRAV-     979,007.0   (mgal)                       NAVD 88
 CD0675
 CD0675  VERT ORDER  -  FIRST     CLASS II
 CD0675
 CD0675.The horizontal coordinates were scaled from a topographic map and have
 CD0675.an estimated accuracy of +/- 6 seconds.
 CD0675
 CD0675.The orthometric height was determined by differential leveling
 CD0675.and adjusted by the National Geodetic Survey in June 1991..
 CD0675
 CD0675.The geoid height was determined by GEOID03.
 CD0675
 CD0675.The dynamic height is computed by dividing the NAVD 88
 CD0675.geopotential number by the normal gravity value computed on the
 CD0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0675.degrees latitude (g = 980.6199 gals.).
 CD0675
 CD0675.The modeled gravity was interpolated from observed gravity values.
 CD0675
 CD0675;                    North         East    Units  Estimated Accuracy
 CD0675;SPC TX C     - 3,252,540.      175,230.      MT  (+/- 180 meters Scaled)
 CD0675
 CD0675                          SUPERSEDED SURVEY CONTROL
 CD0675
 CD0675.No superseded survey control is available for this station.
 CD0675
 CD0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR168215(NAD 83)
 CD0675_MARKER: DB = BENCH MARK DISK
 CD0675_SETTING: 66 = SET IN ROCK OUTCROP
 CD0675_SP_SET: BED
 CD0675_STAMPING: F 359 RESET 1956
 CD0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0675+STABILITY: POSITION/ELEVATION WELL
 CD0675
 CD0675  HISTORY     - Date     Condition        Report By
 CD0675  HISTORY     - 1956     MONUMENTED       CGS
 CD0675  HISTORY     - 1958     GOOD             NGS
 CD0675  HISTORY     - 1981     GOOD             NGS
 CD0675
 CD0675                          STATION DESCRIPTION
 CD0675
 CD0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0675'33.5 MI E FROM EL PASO.
 CD0675'ABOUT 33.5 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0675'OF LOOP 16 AT EL PASO, 209 FEET SOUTH OF THE CENTER LINE OF THE
 CD0675'HIGHWAY, ON THE SOUTHWEST SLOPE OF A HILL ABOUT 8 FEET BELOW THE
 CD0675'CREST, AND NEAR THE CENTER OF A CUT, 135 YARDS EAST OF A FENCE CORNER,
 CD0675'86 FEET SOUTH OF A FENCE, ABOUT 20 FEET ABOVE THE LEVEL OF THE
 CD0675'HIGHWAY, AND IN THE TOP OF A CONCRETE POST BONDED TO BEDROCK AND
 CD0675'PROJECTING 4 INCHES.
 CD0675
 CD0675                          STATION RECOVERY (1981)
 CD0675
 CD0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0675'53.9 KM (33.5 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0675'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0675'ON THE SOUTHWEST SLOPE AND 8 FT BELOW THE CREST OF A HILL, 0.8 KM
 CD0675'(0.5 MI) EAST OF A POWER LINE CROSSING, NEAR THE CENTER OF A HIGHWAY
 CD0675'ROCK CUT, 123.4 METERS (405.0 FT) EAST OF A FENCE CORNER, 63.7
 CD0675'METERS (209.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 CD0675'26.2 METERS (86.0 FT) SOUTH-SOUTHEAST OF A FENCE.
 CD0675'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 CD0675'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0333 ***********************************************************************
 CD0333  DESIGNATION -  F 360
 CD0333  PID         -  CD0333
 CD0333  STATE/COUNTY-  TX/CULBERSON
 CD0333  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0333
 CD0333                         *CURRENT SURVEY CONTROL
 CD0333  ___________________________________________________________________
 CD0333* NAD 83(1986)-  31 59 27.     (N)    104 36 25.     (W)     SCALED    
 CD0333* NAVD 88     -      1301.866  (meters)    4271.21   (feet)  ADJUSTED  
 CD0333  ___________________________________________________________________
 CD0333  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CD0333  DYNAMIC HT  -        1299.879 (meters)    4264.69  (feet)  COMP
 CD0333  MODELED GRAV-     979,068.4   (mgal)                       NAVD 88
 CD0333
 CD0333  VERT ORDER  -  FIRST     CLASS I
 CD0333
 CD0333.The horizontal coordinates were scaled from a topographic map and have
 CD0333.an estimated accuracy of +/- 6 seconds.
 CD0333
 CD0333.The orthometric height was determined by differential leveling
 CD0333.and adjusted by the National Geodetic Survey in June 1991..
 CD0333
 CD0333.The geoid height was determined by GEOID03.
 CD0333
 CD0333.The dynamic height is computed by dividing the NAVD 88
 CD0333.geopotential number by the normal gravity value computed on the
 CD0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0333.degrees latitude (g = 980.6199 gals.).
 CD0333
 CD0333.The modeled gravity was interpolated from observed gravity values.
 CD0333
 CD0333;                    North         East    Units  Estimated Accuracy
 CD0333;SPC TX C     - 3,265,420.      296,220.      MT  (+/- 180 meters Scaled)
 CD0333
 CD0333                          SUPERSEDED SURVEY CONTROL
 CD0333
 CD0333  NGVD 29 (??/??/92) 1301.289  (m)         4269.31   (f) ADJ UNCH    1 1
 CD0333
 CD0333.Superseded values are not recommended for survey control.
 CD0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0333.See file dsdata.txt to determine how the superseded data were derived.
 CD0333
 CD0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER371394(NAD 83)
 CD0333_MARKER: DB = BENCH MARK DISK
 CD0333_SETTING: 66 = SET IN ROCK OUTCROP
 CD0333_SP_SET: OUTCROP
 CD0333_STAMPING: F 360 1943
 CD0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0333+STABILITY: POSITION/ELEVATION WELL
 CD0333
 CD0333  HISTORY     - Date     Condition        Report By
 CD0333  HISTORY     - 1943     MONUMENTED       CGS
 CD0333  HISTORY     - 1977     GOOD             NGS
 CD0333
 CD0333                          STATION DESCRIPTION
 CD0333
 CD0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0333'16.7 MI NE FROM PINE SPRINGS.
 CD0333'15.5 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0333'HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE 1.3 MILES NORTHWEST
 CD0333'ALONG THE XT RANCH ROAD TO THE JUNCTION OF THE ABANDONED HIGHWAY,
 CD0333'THENCE 0.15 MILE SOUTHWEST ALONG THE OLD ROADBED.  MIDWAY BETWEEN TWO
 CD0333'BARRICADES ACROSS THE ROADBED, 30 FEET SOUTH OF THE CENTERLINE OF THE
 CD0333'ROAD, ON THE SOUTH SIDE OF A DEEP DITCH, AND IN THE TOP OF A LIMESTONE
 CD0333'OUTCROP.  A STANDARD DISK, STAMPED F 360 1943.
 CD0333
 CD0333                          STATION RECOVERY (1977)
 CD0333
 CD0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0333'15.5 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0333'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.3
 CD0333'MILES NORTHWEST ALONG THE XT RANCH ROAD TO THE JUNCTION OF A
 CD0333'TRACK ROAD LEADING WEST ON THE SOUTH BANK OF A DRY RIVER BED, THENCE
 CD0333'0.15 MILE SOUTHWEST ALONG THE TRACK ROAD, SET IN TOP OF A
 CD0333'LIMESTONE OUTCROP, ON THE SOUTH SIDE OF A DITCH, 30 FT. SOUTH
 CD0333'OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1056 ***********************************************************************
 FL1056  DESIGNATION -  F 361
 FL1056  PID         -  FL1056
 FL1056  STATE/COUNTY-  TX/CARSON
 FL1056  USGS QUAD   -  WASHBURN (1973)
 FL1056
 FL1056                         *CURRENT SURVEY CONTROL
 FL1056  ___________________________________________________________________
 FL1056* NAD 83(1986)-  35 12 47.     (N)    101 35 50.     (W)     SCALED    
 FL1056* NAVD 88     -      1066.374  (meters)    3498.60   (feet)  ADJUSTED  
 FL1056  ___________________________________________________________________
 FL1056  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL1056  DYNAMIC HT  -        1065.104 (meters)    3494.43  (feet)  COMP
 FL1056  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 FL1056
 FL1056  VERT ORDER  -  FIRST     CLASS II
 FL1056
 FL1056.The horizontal coordinates were scaled from a topographic map and have
 FL1056.an estimated accuracy of +/- 6 seconds.
 FL1056
 FL1056.The orthometric height was determined by differential leveling
 FL1056.and adjusted by the National Geodetic Survey in June 1991..
 FL1056
 FL1056.The geoid height was determined by GEOID03.
 FL1056
 FL1056.The dynamic height is computed by dividing the NAVD 88
 FL1056.geopotential number by the normal gravity value computed on the
 FL1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1056.degrees latitude (g = 980.6199 gals.).
 FL1056
 FL1056.The modeled gravity was interpolated from observed gravity values.
 FL1056
 FL1056;                    North         East    Units  Estimated Accuracy
 FL1056;SPC TX N     - 1,134,580.      191,150.      MT  (+/- 180 meters Scaled)
 FL1056
 FL1056                          SUPERSEDED SURVEY CONTROL
 FL1056
 FL1056  NGVD 29 (??/??/92) 1065.864  (m)         3496.92   (f) ADJ UNCH    1 2
 FL1056
 FL1056.Superseded values are not recommended for survey control.
 FL1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1056.See file dsdata.txt to determine how the superseded data were derived.
 FL1056
 FL1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD635997(NAD 83)
 FL1056_MARKER: DB = BENCH MARK DISK
 FL1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1056_STAMPING: F 361 1943
 FL1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1056+STABILITY: SURFACE MOTION
 FL1056
 FL1056  HISTORY     - Date     Condition        Report By
 FL1056  HISTORY     - 1943     MONUMENTED       CGS
 FL1056  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1056
 FL1056                          STATION DESCRIPTION
 FL1056
 FL1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1056'3.5 MI W FROM YARNALL.
 FL1056'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL1056'FROM THE STATION AT YARNALL, CARSON COUNTY, 12-1/2 POLES WEST OF A
 FL1056'FARMROAD CROSSING, 4 POLES WEST OF MILEPOST 747, ON THE NORTH SIDE OF
 FL1056'A LONG FILL, 42 FEET NORTH OF THE NORTH RAIL, 3 FEET WEST OF A POLE,
 FL1056'AND 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 FL1056'STAMPED F 361 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 FL1056'INCHES ABOVE GROUND.
 FL1056
 FL1056                          STATION RECOVERY (1984)
 FL1056
 FL1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0481 ***********************************************************************
 EN0481  DESIGNATION -  F 362
 EN0481  PID         -  EN0481
 EN0481  STATE/COUNTY-  TX/ARMSTRONG
 EN0481  USGS QUAD   -  PONY FLATS (1984)
 EN0481
 EN0481                         *CURRENT SURVEY CONTROL
 EN0481  ___________________________________________________________________
 EN0481* NAD 83(1986)-  34 52 49.     (N)    101 36 19.     (W)     SCALED    
 EN0481* NAVD 88     -       813.294  (meters)    2668.28   (feet)  ADJUSTED  
 EN0481  ___________________________________________________________________
 EN0481  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 EN0481  DYNAMIC HT  -         812.310 (meters)    2665.05  (feet)  COMP
 EN0481  MODELED GRAV-     979,398.2   (mgal)                       NAVD 88
 EN0481
 EN0481  VERT ORDER  -  SECOND    CLASS 0
 EN0481
 EN0481.The horizontal coordinates were scaled from a topographic map and have
 EN0481.an estimated accuracy of +/- 6 seconds.
 EN0481
 EN0481.The orthometric height was determined by differential leveling
 EN0481.and adjusted by the National Geodetic Survey in June 1991..
 EN0481
 EN0481.The geoid height was determined by GEOID03.
 EN0481
 EN0481.The dynamic height is computed by dividing the NAVD 88
 EN0481.geopotential number by the normal gravity value computed on the
 EN0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0481.degrees latitude (g = 980.6199 gals.).
 EN0481
 EN0481.The modeled gravity was interpolated from observed gravity values.
 EN0481
 EN0481;                    North         East    Units  Estimated Accuracy
 EN0481;SPC TX N     - 1,097,660.      190,380.      MT  (+/- 180 meters Scaled)
 EN0481
 EN0481                          SUPERSEDED SURVEY CONTROL
 EN0481
 EN0481  NGVD 29 (??/??/92)  812.833  (m)         2666.77   (f) ADJ UNCH    2 0
 EN0481
 EN0481.Superseded values are not recommended for survey control.
 EN0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0481.See file dsdata.txt to determine how the superseded data were derived.
 EN0481
 EN0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD618628(NAD 83)
 EN0481_MARKER: DB = BENCH MARK DISK
 EN0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0481_SP_SET: TREE
 EN0481_STAMPING: F 362 1943
 EN0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0481
 EN0481  HISTORY     - Date     Condition        Report By
 EN0481  HISTORY     - 1943     MONUMENTED       CGS
 EN0481
 EN0481                          STATION DESCRIPTION
 EN0481
 EN0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0481'25.2 MI SE FROM CANYON.
 EN0481'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0481'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 5.2 MILES EAST AND
 EN0481'SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  ON A FLAT KNOWN
 EN0481'LOCALLY AS ROCK CHIMNEY FLAT, ON THE SOUTH SIDE OF A BEND IN THE
 EN0481'CREEK, ABOUT 110 YARDS SOUTHEAST OF ROCK CHIMNEY, ON THE WEST SIDE OF
 EN0481'A 10-FOOT BLUFF, 65 FEET EAST OF THE CENTERLINE OF A WAGON ROAD, 35
 EN0481'FEET EAST OF A BLAZED TRIPLE-TRUNKED HACKBERRY TREE, ABOUT HALFWAY UP
 EN0481'THE BLUFF, AND IN THE BASE OF THE TRUNK OF A 10-INCH CEDAR TREE. A
 EN0481'STANDARD DISK, STAMPED F 362 1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0410 ***********************************************************************
 FL0410  DESIGNATION -  F 363 RESET 1962
 FL0410  PID         -  FL0410
 FL0410  STATE/COUNTY-  TX/GRAY
 FL0410  USGS QUAD   -  POND CREEK NW (1962)
 FL0410
 FL0410                         *CURRENT SURVEY CONTROL
 FL0410  ___________________________________________________________________
 FL0410* NAD 83(1986)-  35 22 43.     (N)    100 41 53.     (W)     SCALED    
 FL0410* NAVD 88     -       865.40   (meters)    2839.2    (feet)  RESET     
 FL0410  ___________________________________________________________________
 FL0410  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FL0410
 FL0410  VERT ORDER  -  THIRD
 FL0410
 FL0410.The horizontal coordinates were scaled from a topographic map and have
 FL0410.an estimated accuracy of +/- 6 seconds.
 FL0410
 FL0410.The orthometric height was computed from unverified reset data.
 FL0410
 FL0410.The geoid height was determined by GEOID03.
 FL0410
 FL0410;                    North         East    Units  Estimated Accuracy
 FL0410;SPC TX N     - 1,153,230.      272,860.      MT  (+/- 180 meters Scaled)
 FL0410
 FL0410                          SUPERSEDED SURVEY CONTROL
 FL0410
 FL0410.No superseded survey control is available for this station.
 FL0410
 FL0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE457163(NAD 83)
 FL0410_MARKER: DB = BENCH MARK DISK
 FL0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0410_STAMPING: F 363 RESET 1962
 FL0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0410+STABILITY: SURFACE MOTION
 FL0410
 FL0410  HISTORY     - Date     Condition        Report By
 FL0410  HISTORY     - 1962     MONUMENTED       CGS
 FL0410
 FL0410                          STATION DESCRIPTION
 FL0410
 FL0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FL0410'8 MI SE FROM LEFORS.
 FL0410'TO REACH THE BENCH MARK FROM THE POST OFFICE IN LEFORS, GO NORTH 1
 FL0410'BLOCK, THENCE SOUTHEAST ALONG STATE HIGHWAY 273 FOR 1.9 MILES TO THE
 FL0410'JUNCTION OF FARM ROAD 1321, CONTINUE ON STATE HIGHWAY 273 FOR 6.1
 FL0410'MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE 0.05 MILE TO BENCH MARK ON
 FL0410'THE RIGHT, 81 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 273,
 FL0410'285 FEET SOUTHEAST OF THE CENTER OF DIRT ROAD (MEASURED ALONG
 FL0410'FENCELINE.), 140 FEET SOUTH OF THE SOUTH END OF A CULVERT, 1 FOOT EAST
 FL0410'OF A METAL WITNESS POST, 1 FOOT WEST OF A 4 IN. X 4 IN. WOODEN WITNESS
 FL0410'POST.  A STANDARD DISK STAMPED F 363 RESET 1962, SET IN A 10 IN. X 10
 FL0410'IN. CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0227 ***********************************************************************
 CV0227  DESIGNATION -  F 364
 CV0227  PID         -  CV0227
 CV0227  STATE/COUNTY-  TX/GAINES
 CV0227  USGS QUAD   -  SEAGRAVES NW (1970)
 CV0227
 CV0227                         *CURRENT SURVEY CONTROL
 CV0227  ___________________________________________________________________
 CV0227* NAD 83(1986)-  32 56 39.     (N)    102 40 14.     (W)     SCALED    
 CV0227* NAVD 88     -      1043.391  (meters)    3423.19   (feet)  ADJUSTED  
 CV0227  ___________________________________________________________________
 CV0227  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 CV0227  DYNAMIC HT  -        1042.000 (meters)    3418.63  (feet)  COMP
 CV0227  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 CV0227
 CV0227  VERT ORDER  -  SECOND    CLASS 0
 CV0227
 CV0227.The horizontal coordinates were scaled from a topographic map and have
 CV0227.an estimated accuracy of +/- 6 seconds.
 CV0227
 CV0227.The orthometric height was determined by differential leveling
 CV0227.and adjusted by the National Geodetic Survey in June 1991..
 CV0227
 CV0227.The geoid height was determined by GEOID03.
 CV0227
 CV0227.The dynamic height is computed by dividing the NAVD 88
 CV0227.geopotential number by the normal gravity value computed on the
 CV0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0227.degrees latitude (g = 980.6199 gals.).
 CV0227
 CV0227.The modeled gravity was interpolated from observed gravity values.
 CV0227
 CV0227;                    North         East    Units  Estimated Accuracy
 CV0227;SPC TXNC     - 2,149,400.      210,150.      MT  (+/- 180 meters Scaled)
 CV0227
 CV0227                          SUPERSEDED SURVEY CONTROL
 CV0227
 CV0227  NGVD 29 (??/??/92) 1043.056  (m)         3422.09   (f) ADJ UNCH    2 0
 CV0227
 CV0227.Superseded values are not recommended for survey control.
 CV0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0227.See file dsdata.txt to determine how the superseded data were derived.
 CV0227
 CV0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS177475(NAD 83)
 CV0227_MARKER: DB = BENCH MARK DISK
 CV0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0227_SP_SET: CULVERT
 CV0227_STAMPING: F 364 1943
 CV0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0227
 CV0227  HISTORY     - Date     Condition        Report By
 CV0227  HISTORY     - 1943     MONUMENTED       CGS
 CV0227  HISTORY     - 1974     GOOD             NGS
 CV0227
 CV0227                          STATION DESCRIPTION
 CV0227
 CV0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CV0227'6.5 MI W FROM SEAGRAVES.
 CV0227'6.5 MILES WEST ALONG STATE HIGHWAY 328 FROM THE PANHANDLE AND SANTA FE
 CV0227'RAILWAY STATION AT SEAGRAVES, GAINES COUNTY, ABOUT 400 FEET SOUTHEAST
 CV0227'OF A WHITE BUNGALOW, 21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CV0227'IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A 10-FOOT CULVERT,
 CV0227'AND 24 INCHES WEST OF THE EAST END OF THE CULVERT. A STANDARD DISK,
 CV0227'STAMPED F 364 1943.
 CV0227
 CV0227                          STATION RECOVERY (1974)
 CV0227
 CV0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CV0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0228 ***********************************************************************
 CV0228  DESIGNATION -  F 364 RESET 1973
 CV0228  PID         -  CV0228
 CV0228  STATE/COUNTY-  TX/GAINES
 CV0228  USGS QUAD   -  SEAGRAVES NW (1970)
 CV0228
 CV0228                         *CURRENT SURVEY CONTROL
 CV0228  ___________________________________________________________________
 CV0228* NAD 83(1986)-  32 56 39.     (N)    102 40 14.     (W)     SCALED    
 CV0228* NAVD 88     -      1043.19   (+/-2cm)    3422.5    (feet)  VERTCON   
 CV0228  ___________________________________________________________________
 CV0228  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 CV0228
 CV0228  VERT ORDER  -  THIRD (See Below)
 CV0228
 CV0228.The horizontal coordinates were scaled from a topographic map and have
 CV0228.an estimated accuracy of +/- 6 seconds.
 CV0228
 CV0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0228.The vertical order pertains to the NGVD 29 superseded value.
 CV0228
 CV0228.The geoid height was determined by GEOID03.
 CV0228
 CV0228;                    North         East    Units  Estimated Accuracy
 CV0228;SPC TXNC     - 2,149,400.      210,150.      MT  (+/- 180 meters Scaled)
 CV0228
 CV0228                          SUPERSEDED SURVEY CONTROL
 CV0228
 CV0228  NGVD 29 (01/29/03) 1042.86   (m)         3421.4    (f) RESET       3  
 CV0228
 CV0228.Superseded values are not recommended for survey control.
 CV0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0228.See file dsdata.txt to determine how the superseded data were derived.
 CV0228
 CV0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS177475(NAD 83)
 CV0228_MARKER: DB = BENCH MARK DISK
 CV0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0228_SP_SET: CULVERT
 CV0228_STAMPING: F 364 RESET 1973
 CV0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0228
 CV0228  HISTORY     - Date     Condition        Report By
 CV0228  HISTORY     - 1973     MONUMENTED       NGS
 CV0228  HISTORY     - 1975     GOOD             NGS
 CV0228
 CV0228                          STATION DESCRIPTION
 CV0228
 CV0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 CV0228'6.5 MI W FROM SEAGRAVES.
 CV0228'FROM THE INTERSECTION OF U.S. HIGHWAYS 62, 385 AND STATE HIGHWAY 83,
 CV0228'IN SEAGRAVES.  GO WEST ON STATE HIGHWAY 83 FOR 6.65 MILES TO CULVERT
 CV0228'AND MARK IN THE NORTH HEADWALL OF CULVERT.  MARK IS A STANDARD BENCH
 CV0228'MARK DISK, SET IN THE APPROXIMATE CENTER OF THE NORTH HEADWALL OF
 CV0228'CULVERT AND IS STAMPED F 364 1973.  IT IS ABOUT THE SAME ELEVATION AS
 CV0228'THE ROAD-BED OF HIGHWAY, AND 28 FEET NORTH OF THE CENTER-LINE OF
 CV0228'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0185 ***********************************************************************
 DQ0185  DESIGNATION -  F 365 RESET 1953
 DQ0185  PID         -  DQ0185
 DQ0185  STATE/COUNTY-  TX/YOAKUM
 DQ0185  USGS QUAD   -  PLAINS NW (1971)
 DQ0185
 DQ0185                         *CURRENT SURVEY CONTROL
 DQ0185  ___________________________________________________________________
 DQ0185* NAD 83(1986)-  33 09 11.     (N)    102 53 15.     (W)     SCALED    
 DQ0185* NAVD 88     -      1131.89   (meters)    3713.5    (feet)  RESET     
 DQ0185  ___________________________________________________________________
 DQ0185  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 DQ0185
 DQ0185  VERT ORDER  -  THIRD
 DQ0185
 DQ0185.The horizontal coordinates were scaled from a topographic map and have
 DQ0185.an estimated accuracy of +/- 6 seconds.
 DQ0185
 DQ0185.The orthometric height was computed from unverified reset data.
 DQ0185
 DQ0185.The geoid height was determined by GEOID03.
 DQ0185
 DQ0185;                    North         East    Units  Estimated Accuracy
 DQ0185;SPC TXNC     - 2,173,370.      190,850.      MT  (+/- 180 meters Scaled)
 DQ0185
 DQ0185                          SUPERSEDED SURVEY CONTROL
 DQ0185
 DQ0185.No superseded survey control is available for this station.
 DQ0185
 DQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS970702(NAD 83)
 DQ0185_MARKER: DB = BENCH MARK DISK
 DQ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0185_STAMPING: F 365 RESET 1953
 DQ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0185+STABILITY: SURFACE MOTION
 DQ0185
 DQ0185  HISTORY     - Date     Condition        Report By
 DQ0185  HISTORY     - 1953     MONUMENTED       TXHD
 DQ0185  HISTORY     - 1954     GOOD             TXHD
 DQ0185  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0185
 DQ0185                          STATION DESCRIPTION
 DQ0185
 DQ0185'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 DQ0185'5.8 MI SSW FROM PLAINS.
 DQ0185'8 FEET EAST OF THE ORIGINAL LOCATION OF F 365 WHICH WAS DESCRIBED AS
 DQ0185'FOLLOWS-- 5.8 MILES SOUTH-SOUTHWEST ALONG THE ROAD LEADING TO ALLRED
 DQ0185'FROM THE COURTHOUSE AT PLAINS, 0.6 MILE NORTH OF A WHITE BUNGALOW,
 DQ0185'ACROSS THE ROAD FROM A POWER POLE, 32 FEET EAST OF THE CENTERLINE OF
 DQ0185'THE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET
 DQ0185'HIGHER THAN THE ROAD.
 DQ0185
 DQ0185                          STATION RECOVERY (1971)
 DQ0185
 DQ0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0134 ***********************************************************************
 DQ0134  DESIGNATION -  F 366
 DQ0134  PID         -  DQ0134
 DQ0134  STATE/COUNTY-  TX/TERRY
 DQ0134  USGS QUAD   -  NORTH OF TOKIO (1981)
 DQ0134
 DQ0134                         *CURRENT SURVEY CONTROL
 DQ0134  ___________________________________________________________________
 DQ0134* NAD 83(1986)-  33 20 21.     (N)    102 35 40.     (W)     SCALED    
 DQ0134* NAVD 88     -      1089.434  (meters)    3574.25   (feet)  ADJUSTED  
 DQ0134  ___________________________________________________________________
 DQ0134  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 DQ0134  DYNAMIC HT  -        1088.003 (meters)    3569.56  (feet)  COMP
 DQ0134  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 DQ0134
 DQ0134  VERT ORDER  -  SECOND    CLASS 0
 DQ0134
 DQ0134.The horizontal coordinates were scaled from a topographic map and have
 DQ0134.an estimated accuracy of +/- 6 seconds.
 DQ0134
 DQ0134.The orthometric height was determined by differential leveling
 DQ0134.and adjusted by the National Geodetic Survey in June 1991..
 DQ0134
 DQ0134.The geoid height was determined by GEOID03.
 DQ0134
 DQ0134.The dynamic height is computed by dividing the NAVD 88
 DQ0134.geopotential number by the normal gravity value computed on the
 DQ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0134.degrees latitude (g = 980.6199 gals.).
 DQ0134
 DQ0134.The modeled gravity was interpolated from observed gravity values.
 DQ0134
 DQ0134;                    North         East    Units  Estimated Accuracy
 DQ0134;SPC TXNC     - 2,192,890.      218,970.      MT  (+/- 180 meters Scaled)
 DQ0134
 DQ0134                          SUPERSEDED SURVEY CONTROL
 DQ0134
 DQ0134  NGVD 29 (??/??/92) 1089.044  (m)         3572.97   (f) ADJ UNCH    2 0
 DQ0134
 DQ0134.Superseded values are not recommended for survey control.
 DQ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0134.See file dsdata.txt to determine how the superseded data were derived.
 DQ0134
 DQ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS238914(NAD 83)
 DQ0134_MARKER: DB = BENCH MARK DISK
 DQ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0134_STAMPING: F 366 1943
 DQ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0134+STABILITY: SURFACE MOTION
 DQ0134
 DQ0134  HISTORY     - Date     Condition        Report By
 DQ0134  HISTORY     - 1943     MONUMENTED       CGS
 DQ0134  HISTORY     - 1969     GOOD             USGS
 DQ0134
 DQ0134                          STATION DESCRIPTION
 DQ0134
 DQ0134'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DQ0134'14 MI NW FROM TOKIO.
 DQ0134'TO REACH FROM THE POST OFFICE AT TOKIO GO WEST ON US 380 FOR 2.0 MILES
 DQ0134'TO THE JCT. WITH STATE HWY. 1780, TURN RIGHT, NORTH, AND GO 11.0 MILES
 DQ0134'TO THE JCT. WITH A PRIVATE ROAD EAST, TURN RIGHT, EAST, PASSING 300
 DQ0134'FEET SOUTH OF A WINDMILL AND GO 1.0 MILE ON IMPROVED PRIVATE ROAD TO
 DQ0134'THE JCT WITH AN ABANDONED NORTH-SOUTH ROAD.  BM IS 1500 FEET SOUTH
 DQ0134'ALONG ABANDONED COUNTY LINE ROAD AND 22 FEET WEST OF CENTERLINE. A
 DQ0134'STD. DISK STAMPED F 366 1943 AND SET IN THE TOP OF A CONCRETE POST
 DQ0134'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0158 ***********************************************************************
 EO0158  DESIGNATION -  F 368
 EO0158  PID         -  EO0158
 EO0158  STATE/COUNTY-  TX/BAILEY
 EO0158  USGS QUAD   -  NEEDMORE (1962)
 EO0158
 EO0158                         *CURRENT SURVEY CONTROL
 EO0158  ___________________________________________________________________
 EO0158* NAD 83(1986)-  34 00 13.     (N)    102 44 17.     (W)     SCALED    
 EO0158* NAVD 88     -      1172.522  (meters)    3846.85   (feet)  POSTED    
 EO0158  ___________________________________________________________________
 EO0158  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 EO0158  DYNAMIC HT  -        1170.990 (meters)    3841.82  (feet)  COMP
 EO0158  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 EO0158
 EO0158  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EO0158
 EO0158.The horizontal coordinates were scaled from a topographic map and have
 EO0158.an estimated accuracy of +/- 6 seconds.
 EO0158
 EO0158.The orthometric height was determined by differential leveling
 EO0158.and adjusted by the National Geodetic Survey in 1992..
 EO0158.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EO0158.rate of 2.1 thru 3.0 mm/km.
 EO0158
 EO0158.The geoid height was determined by GEOID03.
 EO0158
 EO0158.The dynamic height is computed by dividing the NAVD 88
 EO0158.geopotential number by the normal gravity value computed on the
 EO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0158.degrees latitude (g = 980.6199 gals.).
 EO0158
 EO0158.The modeled gravity was interpolated from observed gravity values.
 EO0158
 EO0158;                    North         East    Units  Estimated Accuracy
 EO0158;SPC TXNC     - 2,267,050.      208,590.      MT  (+/- 180 meters Scaled)
 EO0158
 EO0158                          SUPERSEDED SURVEY CONTROL
 EO0158
 EO0158  NGVD 29 (??/??/92) 1172.010  (m)         3845.17   (f) ADJ UNCH    2 0
 EO0158
 EO0158.Superseded values are not recommended for survey control.
 EO0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0158.See file dsdata.txt to determine how the superseded data were derived.
 EO0158
 EO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT088648(NAD 83)
 EO0158_MARKER: DB = BENCH MARK DISK
 EO0158_SETTING: 0 = UNSPECIFIED SETTING
 EO0158_STAMPING: F 368 1943
 EO0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0158
 EO0158  HISTORY     - Date     Condition        Report By
 EO0158  HISTORY     - 1943     MONUMENTED       CGS
 EO0158  HISTORY     - 1962     MARK NOT FOUND   NGS
 EO0158
 EO0158                          STATION DESCRIPTION
 EO0158
 EO0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EO0158'2.0 MI S FROM NEEDMORE.
 EO0158'THIS MARK IS ABOUT 2 MI. S. ALONG STATE HIGHWAY 214 FROM NEEDMORE,
 EO0158'BAILEY COUNTY, 126 FEET N. N.W. OF THE N. END OF A ROCK CULVERT, 101
 EO0158'FT. S. OF THE CENTERLINE OF A ROAD RUNNING W. TO AN UNPAINTED
 EO0158'BUNGALOW, 42 FEET W. OF THE CENTERLINE OF THE HIGHWAY, PROJECTING
 EO0158'ABOUT 6 INCHES ABOVE THE GROUND, 2 FEET S.E. OF A WHITE REFERENCE
 EO0158'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0059 ***********************************************************************
 GL0059  DESIGNATION -  F 369
 GL0059  PID         -  GL0059
 GL0059  STATE/COUNTY-  TX/HARTLEY
 GL0059  USGS QUAD   -  DALHART EAST (1973)
 GL0059
 GL0059                         *CURRENT SURVEY CONTROL
 GL0059  ___________________________________________________________________
 GL0059* NAD 83(1986)-  36 01 36.     (N)    102 23 46.     (W)     SCALED    
 GL0059* NAVD 88     -      1200.114  (meters)    3937.37   (feet)  ADJUSTED  
 GL0059  ___________________________________________________________________
 GL0059  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 GL0059  DYNAMIC HT  -        1198.719 (meters)    3932.80  (feet)  COMP
 GL0059  MODELED GRAV-     979,429.5   (mgal)                       NAVD 88
 GL0059
 GL0059  VERT ORDER  -  SECOND    CLASS 0
 GL0059
 GL0059.The horizontal coordinates were scaled from a topographic map and have
 GL0059.an estimated accuracy of +/- 6 seconds.
 GL0059
 GL0059.The orthometric height was determined by differential leveling
 GL0059.and adjusted by the National Geodetic Survey in June 1991..
 GL0059
 GL0059.The geoid height was determined by GEOID03.
 GL0059
 GL0059.The dynamic height is computed by dividing the NAVD 88
 GL0059.geopotential number by the normal gravity value computed on the
 GL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0059.degrees latitude (g = 980.6199 gals.).
 GL0059
 GL0059.The modeled gravity was interpolated from observed gravity values.
 GL0059
 GL0059;                    North         East    Units  Estimated Accuracy
 GL0059;SPC TX N     - 1,225,200.      119,230.      MT  (+/- 180 meters Scaled)
 GL0059
 GL0059                          SUPERSEDED SURVEY CONTROL
 GL0059
 GL0059.No superseded survey control is available for this station.
 GL0059
 GL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV346900(NAD 83)
 GL0059_MARKER: DB = BENCH MARK DISK
 GL0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0059_STAMPING: F 369 1943
 GL0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0059+STABILITY: SURFACE MOTION
 GL0059
 GL0059  HISTORY     - Date     Condition        Report By
 GL0059  HISTORY     - 1943     MONUMENTED       CGS
 GL0059  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0059
 GL0059                          STATION DESCRIPTION
 GL0059
 GL0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0059'8.7 MI E FROM DALHART.
 GL0059'8.7 MILES EAST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0059'DALHART.  SET BY MILE POST NUMBER 52.  29.3 FEET SOUTH OF THE SOUTH
 GL0059'RAIL OF THE TRACK, 18 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 7.8 FEET
 GL0059'NORTH OF THE MILE POST, 3.0 FEET NORTH OF THE REFERENCE POST.  NOTE--
 GL0059'THE RAILROAD AND MILEPOSTS HAVE BEEN DISMANTLED, AND THE AREA IS UNDER
 GL0059'CONSTRUCTION.
 GL0059
 GL0059                          STATION RECOVERY (1973)
 GL0059
 GL0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1210 ***********************************************************************
 AY1210  DESIGNATION -  F 37
 AY1210  PID         -  AY1210
 AY1210  STATE/COUNTY-  TX/FRIO
 AY1210  USGS QUAD   -  MOORE (1982)
 AY1210
 AY1210                         *CURRENT SURVEY CONTROL
 AY1210  ___________________________________________________________________
 AY1210* NAD 83(1986)-  29 00 51.     (N)    099 03 09.     (W)     SCALED    
 AY1210* NAVD 88     -       220.758  (meters)     724.27   (feet)  ADJUSTED  
 AY1210  ___________________________________________________________________
 AY1210  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AY1210  DYNAMIC HT  -         220.440 (meters)     723.23  (feet)  COMP
 AY1210  MODELED GRAV-     979,194.9   (mgal)                       NAVD 88
 AY1210
 AY1210  VERT ORDER  -  FIRST     CLASS II
 AY1210
 AY1210.The horizontal coordinates were scaled from a topographic map and have
 AY1210.an estimated accuracy of +/- 6 seconds.
 AY1210
 AY1210.The orthometric height was determined by differential leveling
 AY1210.and adjusted by the National Geodetic Survey in June 1991..
 AY1210
 AY1210.The geoid height was determined by GEOID03.
 AY1210
 AY1210.The dynamic height is computed by dividing the NAVD 88
 AY1210.geopotential number by the normal gravity value computed on the
 AY1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1210.degrees latitude (g = 980.6199 gals.).
 AY1210
 AY1210.The modeled gravity was interpolated from observed gravity values.
 AY1210
 AY1210;                    North         East    Units  Estimated Accuracy
 AY1210;SPC TXSC     - 4,130,870.      594,890.      MT  (+/- 180 meters Scaled)
 AY1210
 AY1210                          SUPERSEDED SURVEY CONTROL
 AY1210
 AY1210  NGVD 29 (??/??/92)  220.636  (m)          723.87   (f) ADJ UNCH    1 2
 AY1210
 AY1210.Superseded values are not recommended for survey control.
 AY1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1210.See file dsdata.txt to determine how the superseded data were derived.
 AY1210
 AY1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT948095(NAD 83)
 AY1210_MARKER: Q = CHISELED SQUARE
 AY1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1210+STABILITY: SURFACE MOTION
 AY1210
 AY1210  HISTORY     - Date     Condition        Report By
 AY1210  HISTORY     - UNK      MONUMENTED       CGS
 AY1210  HISTORY     - 1956     GOOD             NGS
 AY1210  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AY1210  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 AY1210
 AY1210                          STATION DESCRIPTION
 AY1210
 AY1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY1210'4.0 MI SW FROM MOORE.
 AY1210'4.0 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY1210'RAILROAD FROM THE POST OFFICE AT MOORE, 17 FEET SOUTHWEST OF MILEPOST
 AY1210'304, 33.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET NORTHWEST OF A
 AY1210'FENCE, 2 FEET NORTHEAST OF A WITNESS POST, IN THE TOP OF A STONE POST
 AY1210'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1210
 AY1210                          STATION RECOVERY (1996)
 AY1210
 AY1210'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY1210'MARK NOT FOUND.
 AY1210
 AY1210                          STATION RECOVERY (2002)
 AY1210
 AY1210'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0094 ***********************************************************************
 GL0094  DESIGNATION -  F 370
 GL0094  PID         -  GL0094
 GL0094  STATE/COUNTY-  TX/DALLAM
 GL0094  USGS QUAD   -  WILCO (1965)
 GL0094
 GL0094                         *CURRENT SURVEY CONTROL
 GL0094  ___________________________________________________________________
 GL0094* NAD 83(1986)-  36 03 53.     (N)    102 22 14.     (W)     SCALED    
 GL0094* NAVD 88     -      1200.495  (meters)    3938.62   (feet)  ADJUSTED  
 GL0094  ___________________________________________________________________
 GL0094  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 GL0094  DYNAMIC HT  -        1199.108 (meters)    3934.07  (feet)  COMP
 GL0094  MODELED GRAV-     979,435.3   (mgal)                       NAVD 88
 GL0094
 GL0094  VERT ORDER  -  SECOND    CLASS 0
 GL0094
 GL0094.The horizontal coordinates were scaled from a topographic map and have
 GL0094.an estimated accuracy of +/- 6 seconds.
 GL0094
 GL0094.The orthometric height was determined by differential leveling
 GL0094.and adjusted by the National Geodetic Survey in June 1991..
 GL0094
 GL0094.The geoid height was determined by GEOID03.
 GL0094
 GL0094.The dynamic height is computed by dividing the NAVD 88
 GL0094.geopotential number by the normal gravity value computed on the
 GL0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0094.degrees latitude (g = 980.6199 gals.).
 GL0094
 GL0094.The modeled gravity was interpolated from observed gravity values.
 GL0094
 GL0094;                    North         East    Units  Estimated Accuracy
 GL0094;SPC TX N     - 1,229,410.      121,580.      MT  (+/- 180 meters Scaled)
 GL0094
 GL0094                          SUPERSEDED SURVEY CONTROL
 GL0094
 GL0094  NGVD 29 (??/??/92) 1199.94   (m)         3936.8    (f) COMPUTED    2 0
 GL0094
 GL0094.Superseded values are not recommended for survey control.
 GL0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0094.See file dsdata.txt to determine how the superseded data were derived.
 GL0094
 GL0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV368943(NAD 83)
 GL0094_MARKER: DB = BENCH MARK DISK
 GL0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0094_STAMPING: F 370 1943
 GL0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0094+STABILITY: SURFACE MOTION
 GL0094
 GL0094  HISTORY     - Date     Condition        Report By
 GL0094  HISTORY     - 1943     MONUMENTED       CGS
 GL0094  HISTORY     - 1952     GOOD             NGS
 GL0094
 GL0094                          STATION DESCRIPTION
 GL0094
 GL0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0094'13.6 MI N FROM HARTLEY.
 GL0094'11.6 MILES NORTH ALONG FARM ROAD 1712 FROM ITS JUNCTION WITH U.S.
 GL0094'HIGHWAY 87 AT HARTLEY, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT
 GL0094'ROAD, 57 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 27
 GL0094'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD.  9.6 FEET
 GL0094'NORTHWEST OF A TELEPHONE POLE.  8.8 FEET NORTH OF A FENCE CORNER, 1.8
 GL0094'FEET WEST OF A NORTH AND SOUTH FENCE, 1 FOOT SOUTH OF A WITNESS POST,
 GL0094'SET IN THE TOP OF A CONCRETE POST WHICH IS 1.0 FOOT BELOW THE TOP OF
 GL0094'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0109 ***********************************************************************
 FM0109  DESIGNATION -  F 371
 FM0109  PID         -  FM0109
 FM0109  STATE/COUNTY-  TX/MOORE
 FM0109  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0109
 FM0109                         *CURRENT SURVEY CONTROL
 FM0109  ___________________________________________________________________
 FM0109* NAD 83(1986)-  35 57 11.     (N)    102 02 00.     (W)     SCALED    
 FM0109* NAVD 88     -      1120.391  (meters)    3675.82   (feet)  ADJUSTED  
 FM0109  ___________________________________________________________________
 FM0109  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FM0109  DYNAMIC HT  -        1119.099 (meters)    3671.58  (feet)  COMP
 FM0109  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 FM0109
 FM0109  VERT ORDER  -  SECOND    CLASS 0
 FM0109
 FM0109.The horizontal coordinates were scaled from a topographic map and have
 FM0109.an estimated accuracy of +/- 6 seconds.
 FM0109
 FM0109.The orthometric height was determined by differential leveling
 FM0109.and adjusted by the National Geodetic Survey in June 1991..
 FM0109
 FM0109.The geoid height was determined by GEOID03.
 FM0109
 FM0109.The dynamic height is computed by dividing the NAVD 88
 FM0109.geopotential number by the normal gravity value computed on the
 FM0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0109.degrees latitude (g = 980.6199 gals.).
 FM0109
 FM0109.The modeled gravity was interpolated from observed gravity values.
 FM0109
 FM0109;                    North         East    Units  Estimated Accuracy
 FM0109;SPC TX N     - 1,216,800.      151,890.      MT  (+/- 180 meters Scaled)
 FM0109
 FM0109                          SUPERSEDED SURVEY CONTROL
 FM0109
 FM0109  NGVD 29 (??/??/92) 1119.842  (m)         3674.01   (f) ADJ UNCH    2 0
 FM0109
 FM0109.Superseded values are not recommended for survey control.
 FM0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0109.See file dsdata.txt to determine how the superseded data were derived.
 FM0109
 FM0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV675828(NAD 83)
 FM0109_MARKER: DB = BENCH MARK DISK
 FM0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0109_STAMPING: F 371 1943
 FM0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0109+STABILITY: SURFACE MOTION
 FM0109
 FM0109  HISTORY     - Date     Condition        Report By
 FM0109  HISTORY     - 1943     MONUMENTED       CGS
 FM0109  HISTORY     - 1965     MARK NOT FOUND   USGS
 FM0109
 FM0109                          STATION DESCRIPTION
 FM0109
 FM0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0109'9.2 MI NW FROM DUMAS.
 FM0109'5.5 MILES NORTH ALONG U.S. HIGHWAY NUMBER 287, THENCE, 0.7 MILE WEST,
 FM0109'THENCE, 1.0 MILE NORTH, THENCE, 2.0 MILES WEST ALONG GRADED ROADS FROM
 FM0109'THE COURTHOUSE AT DUMAS.  SET IN THE NORTHEAST QUARTER OF A ROAD
 FM0109'CROSSING.  59 FEET NORTH OF THE CENTER-LINE OF THE EAST AND WEST ROAD,
 FM0109'32 FEET EAST OF THE CENTER-LINE OF THE NORTH AND SOUTH ROAD, 16.5 FEET
 FM0109'EAST OF AN 18 INCH TIN CORRIGATED CULVERT, 1.5 FEET WEST OF THE
 FM0109'RIGHT-OF-WAY FENCE, 1.0 FOOT WEST OF REFERENCE POST.
 FM0109
 FM0109                          STATION RECOVERY (1965)
 FM0109
 FM0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FM0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0232 ***********************************************************************
 GL0232  DESIGNATION -  F 372
 GL0232  PID         -  GL0232
 GL0232  STATE/COUNTY-  TX/SHERMAN
 GL0232  USGS QUAD   -  CACTUS WEST (1965)
 GL0232
 GL0232                         *CURRENT SURVEY CONTROL
 GL0232  ___________________________________________________________________
 GL0232* NAD 83(1986)-  36 04 18.     (N)    102 00 36.     (W)     SCALED    
 GL0232* NAVD 88     -      1106.980  (meters)    3631.82   (feet)  ADJUSTED  
 GL0232  ___________________________________________________________________
 GL0232  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 GL0232  DYNAMIC HT  -        1105.724 (meters)    3627.70  (feet)  COMP
 GL0232  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 GL0232
 GL0232  VERT ORDER  -  SECOND    CLASS 0
 GL0232
 GL0232.The horizontal coordinates were scaled from a topographic map and have
 GL0232.an estimated accuracy of +/- 6 seconds.
 GL0232
 GL0232.The orthometric height was determined by differential leveling
 GL0232.and adjusted by the National Geodetic Survey in June 1991..
 GL0232
 GL0232.The geoid height was determined by GEOID03.
 GL0232
 GL0232.The dynamic height is computed by dividing the NAVD 88
 GL0232.geopotential number by the normal gravity value computed on the
 GL0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0232.degrees latitude (g = 980.6199 gals.).
 GL0232
 GL0232.The modeled gravity was interpolated from observed gravity values.
 GL0232
 GL0232;                    North         East    Units  Estimated Accuracy
 GL0232;SPC TX N     - 1,229,950.      154,060.      MT  (+/- 180 meters Scaled)
 GL0232
 GL0232                          SUPERSEDED SURVEY CONTROL
 GL0232
 GL0232  NGVD 29 (??/??/92) 1106.45   (m)         3630.1    (f) COMPUTED    2 0
 GL0232
 GL0232.Superseded values are not recommended for survey control.
 GL0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0232.See file dsdata.txt to determine how the superseded data were derived.
 GL0232
 GL0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV692960(NAD 83)
 GL0232_MARKER: DB = BENCH MARK DISK
 GL0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0232_STAMPING: F 372 1943
 GL0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0232+STABILITY: SURFACE MOTION
 GL0232
 GL0232  HISTORY     - Date     Condition        Report By
 GL0232  HISTORY     - 1943     MONUMENTED       CGS
 GL0232  HISTORY     - 1945     GOOD             LOCENG
 GL0232
 GL0232                          STATION DESCRIPTION
 GL0232
 GL0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0232'19.0 MI S FROM STRATFORD.
 GL0232'THIS MARK IS ABOUT 19.0 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM
 GL0232'THE STATION AT STRATFORD, SHERMAN COUNTY, 0.3 MILE NORTH OF A ROAD
 GL0232'CROSSING, 61.0 FEET EAST OF MILEPOST 67, 2.0 FEET WEST OF THE EAST
 GL0232'RIGHT-OF-WAY FENCE, 54.0 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 GL0232'287, 70.0 FEET EAST OF THE EAST RAIL, PROJECTING ABOUT 2-INCHES ABOVE
 GL0232'THE GROUND, 2.0 FEET SOUTHWEST OF A WHITE REFERENCE POST.
 GL0232
 GL0232                          STATION RECOVERY (1945)
 GL0232
 GL0232'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 GL0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0485 ***********************************************************************
 GK0485  DESIGNATION -  F 373 RESET 1952
 GK0485  PID         -  GK0485
 GK0485  STATE/COUNTY-  TX/SHERMAN
 GK0485  USGS QUAD   -  STEVENS SE (1974)
 GK0485
 GK0485                         *CURRENT SURVEY CONTROL
 GK0485  ___________________________________________________________________
 GK0485* NAD 83(1986)-  36 18 58.     (N)    101 49 25.     (W)     SCALED    
 GK0485* NAVD 88     -      1068.982  (meters)    3507.15   (feet)  ADJUSTED  
 GK0485  ___________________________________________________________________
 GK0485  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 GK0485  DYNAMIC HT  -        1067.809 (meters)    3503.30  (feet)  COMP
 GK0485  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 GK0485
 GK0485  VERT ORDER  -  SECOND    CLASS 0
 GK0485
 GK0485.The horizontal coordinates were scaled from a topographic map and have
 GK0485.an estimated accuracy of +/- 6 seconds.
 GK0485
 GK0485.The orthometric height was determined by differential leveling
 GK0485.and adjusted by the National Geodetic Survey in June 1991..
 GK0485
 GK0485.The geoid height was determined by GEOID03.
 GK0485
 GK0485.The dynamic height is computed by dividing the NAVD 88
 GK0485.geopotential number by the normal gravity value computed on the
 GK0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0485.degrees latitude (g = 980.6199 gals.).
 GK0485
 GK0485.The modeled gravity was interpolated from observed gravity values.
 GK0485
 GK0485;                    North         East    Units  Estimated Accuracy
 GK0485;SPC TX N     - 1,257,000.      170,940.      MT  (+/- 180 meters Scaled)
 GK0485
 GK0485                          SUPERSEDED SURVEY CONTROL
 GK0485
 GK0485  NGVD 29 (??/??/92) 1068.517  (m)         3505.63   (f) ADJ UNCH    2 0
 GK0485
 GK0485.Superseded values are not recommended for survey control.
 GK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0485.See file dsdata.txt to determine how the superseded data were derived.
 GK0485
 GK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF465227(NAD 83)
 GK0485_MARKER: DB = BENCH MARK DISK
 GK0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0485_STAMPING: F 373 1943 RESET 1952
 GK0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0485+STABILITY: SURFACE MOTION
 GK0485
 GK0485  HISTORY     - Date     Condition        Report By
 GK0485  HISTORY     - 1952     MONUMENTED       CGS
 GK0485  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0485
 GK0485                          STATION DESCRIPTION
 GK0485
 GK0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0485'15.0 MI E FROM STRATFORD.
 GK0485'14.1 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0485'PACIFIC RAILROAD STATION AT STRATFORD, THENCE 0.9 MILE SOUTH ALONG A
 GK0485'GRADED DIRT ROAD, 0.2 MILE WEST OF A SMALL ABANDONED FARM HOUSE, 192
 GK0485'FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST, 42
 GK0485'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 8.3 FEET
 GK0485'SOUTHWEST OF A POWER POLE, 8 FEET WEST OF A FENCE, 2.6 FEET NORTH OF A
 GK0485'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT
 GK0485'BELOW THE TOP OF THE GROUND.
 GK0485
 GK0485                          STATION RECOVERY (1973)
 GK0485
 GK0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0120 ***********************************************************************
 GL0120  DESIGNATION -  F 375
 GL0120  PID         -  GL0120
 GL0120  STATE/COUNTY-  TX/DALLAM
 GL0120  USGS QUAD   -  CONLEN (1965)
 GL0120
 GL0120                         *CURRENT SURVEY CONTROL
 GL0120  ___________________________________________________________________
 GL0120* NAD 83(1986)-  36 09 14.     (N)    102 10 08.     (W)     SCALED    
 GL0120* NAVD 88     -      1150.299  (meters)    3773.94   (feet)  ADJUSTED  
 GL0120  ___________________________________________________________________
 GL0120  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 GL0120  DYNAMIC HT  -        1148.999 (meters)    3769.67  (feet)  COMP
 GL0120  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 GL0120
 GL0120  VERT ORDER  -  SECOND    CLASS 0
 GL0120
 GL0120.The horizontal coordinates were scaled from a topographic map and have
 GL0120.an estimated accuracy of +/- 6 seconds.
 GL0120
 GL0120.The orthometric height was determined by differential leveling
 GL0120.and adjusted by the National Geodetic Survey in June 1991..
 GL0120
 GL0120.The geoid height was determined by GEOID03.
 GL0120
 GL0120.The dynamic height is computed by dividing the NAVD 88
 GL0120.geopotential number by the normal gravity value computed on the
 GL0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0120.degrees latitude (g = 980.6199 gals.).
 GL0120
 GL0120.The modeled gravity was interpolated from observed gravity values.
 GL0120
 GL0120;                    North         East    Units  Estimated Accuracy
 GL0120;SPC TX N     - 1,239,160.      139,810.      MT  (+/- 180 meters Scaled)
 GL0120
 GL0120                          SUPERSEDED SURVEY CONTROL
 GL0120
 GL0120.No superseded survey control is available for this station.
 GL0120
 GL0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA546047(NAD 83)
 GL0120_MARKER: DB = BENCH MARK DISK
 GL0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0120_STAMPING: F 375 1943
 GL0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0120+STABILITY: SURFACE MOTION
 GL0120
 GL0120  HISTORY     - Date     Condition        Report By
 GL0120  HISTORY     - 1943     MONUMENTED       CGS
 GL0120  HISTORY     - 1952     GOOD             NGS
 GL0120  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0120
 GL0120                          STATION DESCRIPTION
 GL0120
 GL0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0120'9.5 MI SE FROM CONLEN.
 GL0120'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0120'HIGHWAY 54 AT CONLEN, THENCE 4.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0120'41 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 27 FEET
 GL0120'EAST OF THE CENTER LINE OF A TRACK ROAD LEADING NORTH, 7.3 FEET NORTH
 GL0120'OF AN EAST AND WEST FENCE, 2 FEET WEST OF A FENCE LEADING NORTH, 2
 GL0120'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0120'PROJECTS 0.1 FOOT ABOVE THE GROUND.  NOTE-- THERE IS NOW A FIELD
 GL0120'ENTRANCE TO TWO IRRIGATION WELLS AT THIS LOCATION.
 GL0120
 GL0120                          STATION RECOVERY (1965)
 GL0120
 GL0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0458 ***********************************************************************
 FM0458  DESIGNATION -  F 376
 FM0458  PID         -  FM0458
 FM0458  STATE/COUNTY-  TX/HARTLEY
 FM0458  USGS QUAD   -  SPRING CREEK RANCH (1971)
 FM0458
 FM0458                         *CURRENT SURVEY CONTROL
 FM0458  ___________________________________________________________________
 FM0458* NAD 83(1986)-  35 43 06.     (N)    102 50 47.     (W)     SCALED    
 FM0458* NAVD 88     -      1213.857  (meters)    3982.46   (feet)  ADJUSTED  
 FM0458  ___________________________________________________________________
 FM0458  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FM0458  DYNAMIC HT  -        1212.428 (meters)    3977.77  (feet)  COMP
 FM0458  MODELED GRAV-     979,414.3   (mgal)                       NAVD 88
 FM0458
 FM0458  VERT ORDER  -  SECOND    CLASS 0
 FM0458
 FM0458.The horizontal coordinates were scaled from a topographic map and have
 FM0458.an estimated accuracy of +/- 6 seconds.
 FM0458
 FM0458.The orthometric height was determined by differential leveling
 FM0458.and adjusted by the National Geodetic Survey in June 1991..
 FM0458
 FM0458.The geoid height was determined by GEOID03.
 FM0458
 FM0458.The dynamic height is computed by dividing the NAVD 88
 FM0458.geopotential number by the normal gravity value computed on the
 FM0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0458.degrees latitude (g = 980.6199 gals.).
 FM0458
 FM0458.The modeled gravity was interpolated from observed gravity values.
 FM0458
 FM0458;                    North         East    Units  Estimated Accuracy
 FM0458;SPC TX N     - 1,191,460.       78,190.      MT  (+/- 180 meters Scaled)
 FM0458
 FM0458                          SUPERSEDED SURVEY CONTROL
 FM0458
 FM0458  NGVD 29 (??/??/92) 1213.322  (m)         3980.71   (f) ADJ UNCH    2 0
 FM0458
 FM0458.Superseded values are not recommended for survey control.
 FM0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0458.See file dsdata.txt to determine how the superseded data were derived.
 FM0458
 FM0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV948548(NAD 83)
 FM0458_MARKER: DB = BENCH MARK DISK
 FM0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0458_STAMPING: F 376 1943
 FM0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0458+STABILITY: SURFACE MOTION
 FM0458
 FM0458  HISTORY     - Date     Condition        Report By
 FM0458  HISTORY     - 1943     MONUMENTED       CGS
 FM0458  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0458
 FM0458                          STATION DESCRIPTION
 FM0458
 FM0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0458'6.9 MI E FROM ROMERO.
 FM0458'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 54, THENCE, 4.9 MILES EAST
 FM0458'ALONG A GRADED ROAD FROM THE RAILROAD STATION AT ROMERO.  SET ON THE
 FM0458'EAST SLOPE OF A HILL, DIRECTLY SOUTH OF A WINDMILL IN THE PASTURE. 0.6
 FM0458'MILE WEST OF A SIDE ROAD LEADING SOUTH.  33 FEET NORTH OF THE
 FM0458'CENTER-LINE OF THE ROAD, 2.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 2.0
 FM0458'FEET SOUTH OF THE REFERENCE POST.
 FM0458
 FM0458                          STATION RECOVERY (1971)
 FM0458
 FM0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1250 ***********************************************************************
 FL1250  DESIGNATION -  F 377
 FL1250  PID         -  FL1250
 FL1250  STATE/COUNTY-  TX/RANDALL
 FL1250  USGS QUAD   -  THE PALISADES (1973)
 FL1250
 FL1250                         *CURRENT SURVEY CONTROL
 FL1250  ___________________________________________________________________
 FL1250* NAD 83(1986)-  35 02 33.     (N)    101 45 53.     (W)     SCALED    
 FL1250* NAVD 88     -      1024.165  (meters)    3360.11   (feet)  ADJUSTED  
 FL1250  ___________________________________________________________________
 FL1250  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL1250  DYNAMIC HT  -        1022.933 (meters)    3356.07  (feet)  COMP
 FL1250  MODELED GRAV-     979,396.3   (mgal)                       NAVD 88
 FL1250
 FL1250  VERT ORDER  -  SECOND    CLASS 0
 FL1250
 FL1250.The horizontal coordinates were scaled from a topographic map and have
 FL1250.an estimated accuracy of +/- 6 seconds.
 FL1250
 FL1250.The orthometric height was determined by differential leveling
 FL1250.and adjusted by the National Geodetic Survey in June 1991..
 FL1250
 FL1250.The geoid height was determined by GEOID03.
 FL1250
 FL1250.The dynamic height is computed by dividing the NAVD 88
 FL1250.geopotential number by the normal gravity value computed on the
 FL1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1250.degrees latitude (g = 980.6199 gals.).
 FL1250
 FL1250.The modeled gravity was interpolated from observed gravity values.
 FL1250
 FL1250;                    North         East    Units  Estimated Accuracy
 FL1250;SPC TX N     - 1,115,680.      175,850.      MT  (+/- 180 meters Scaled)
 FL1250
 FL1250                          SUPERSEDED SURVEY CONTROL
 FL1250
 FL1250  NGVD 29 (??/??/92) 1023.690  (m)         3358.56   (f) ADJ UNCH    2 0
 FL1250
 FL1250.Superseded values are not recommended for survey control.
 FL1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1250.See file dsdata.txt to determine how the superseded data were derived.
 FL1250
 FL1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD478812(NAD 83)
 FL1250_MARKER: DB = BENCH MARK DISK
 FL1250_SETTING: 66 = SET IN ROCK OUTCROP
 FL1250_SP_SET: OUTCROP
 FL1250_STAMPING: F 377 1943
 FL1250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1250+STABILITY: POSITION/ELEVATION WELL
 FL1250
 FL1250  HISTORY     - Date     Condition        Report By
 FL1250  HISTORY     - 1943     MONUMENTED       CGS
 FL1250  HISTORY     - 1960     MARK NOT FOUND   USGS
 FL1250
 FL1250                          STATION DESCRIPTION
 FL1250
 FL1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1250'20.9 MI S FROM AMARILLO.
 FL1250'IN RANDALL COUNTY, 20.9 MILES SOUTH OF AMARILLO, POTTER COUNTY.  THIS
 FL1250'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE NORTH
 FL1250'ALONG TAYLOR STREET, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY 60,
 FL1250'THENCE ALONG GRADED ROADS 2.1 MILES SOUTH, 1.0 MILE WEST, 6.5 MILES
 FL1250'SOUTH, AND 0.7 MILE WEST, AND THENCE 4.6 MILES SOUTH ALONG A RANCH
 FL1250'ROAD.  IT IS 13.0 MILES SOUTHEAST OF THE PANHANDLE AND SANTA FE
 FL1250'RAILWAY STATION AT ZITA, 96 FEET EAST OF AN 8-INCH FORKED AND BLAZED
 FL1250'TREE, 11.5 FEET EAST OF HE CENTERLINE OF THE ROAD AND IN A SANDSTONE
 FL1250'OUTCROP.  A STANDARD DISK, STAMPED F 377 1943.
 FL1250
 FL1250                          STATION RECOVERY (1960)
 FL1250
 FL1250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FL1250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0259 ***********************************************************************
 FL0259  DESIGNATION -  F 378 RESET 1948
 FL0259  PID         -  FL0259
 FL0259  STATE/COUNTY-  TX/WHEELER
 FL0259  USGS QUAD   -  RAMSDELL (1963)
 FL0259
 FL0259                         *CURRENT SURVEY CONTROL
 FL0259  ___________________________________________________________________
 FL0259* NAD 83(1986)-  35 14 32.     (N)    100 25 54.     (W)     SCALED    
 FL0259* NAVD 88     -       793.21   (meters)    2602.4    (feet)  RESET     
 FL0259  ___________________________________________________________________
 FL0259  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL0259
 FL0259  VERT ORDER  -  THIRD
 FL0259
 FL0259.The horizontal coordinates were scaled from a topographic map and have
 FL0259.an estimated accuracy of +/- 6 seconds.
 FL0259
 FL0259.The orthometric height was computed from unverified reset data.
 FL0259
 FL0259.The geoid height was determined by GEOID03.
 FL0259
 FL0259;                    North         East    Units  Estimated Accuracy
 FL0259;SPC TX N     - 1,138,330.      297,230.      MT  (+/- 180 meters Scaled)
 FL0259
 FL0259                          SUPERSEDED SURVEY CONTROL
 FL0259
 FL0259.No superseded survey control is available for this station.
 FL0259
 FL0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE697008(NAD 83)
 FL0259_MARKER: DB = BENCH MARK DISK
 FL0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0259_STAMPING: F 378 RESET 1948
 FL0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0259+STABILITY: SURFACE MOTION
 FL0259
 FL0259  HISTORY     - Date     Condition        Report By
 FL0259  HISTORY     - 1948     MONUMENTED       TXHD
 FL0259  HISTORY     - 1949     GOOD             NGS
 FL0259
 FL0259                          STATION DESCRIPTION
 FL0259
 FL0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FL0259'4.0 MI N FROM RAMSDELL.
 FL0259'4.0 MILES NORTH ALONG A GRADED ROAD (FARM-TO-MARKET HIGHWAY 453) FROM
 FL0259'THE CHICAGO, ROCK ISLAND AND PACIFIC R.R. AT RAMSDELL, WHEELER COUNTY,
 FL0259'0.1 MILE NORTH OF THE JUNCTION OF A ROAD LEADING WEST, 40 FEET EAST OF
 FL0259'THE CENTERLINE OF THE ROAD, AND 2 FEET NORTH OF A FENCE LEADING EAST.
 FL0259'A STANDARD DISK, STAMPED F 378 RESET 1948 AND SET IN THE TOP OF A
 FL0259'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0439 ***********************************************************************
 FM0439  DESIGNATION -  F 381
 FM0439  PID         -  FM0439
 FM0439  STATE/COUNTY-  TX/HARTLEY
 FM0439  USGS QUAD   -  PROCTOR RANCH (1971)
 FM0439
 FM0439                         *CURRENT SURVEY CONTROL
 FM0439  ___________________________________________________________________
 FM0439* NAD 83(1986)-  35 39 48.     (N)    102 35 00.     (W)     SCALED    
 FM0439* NAVD 88     -      1142.477  (meters)    3748.28   (feet)  ADJUSTED  
 FM0439  ___________________________________________________________________
 FM0439  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 FM0439  DYNAMIC HT  -        1141.134 (meters)    3743.87  (feet)  COMP
 FM0439  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 FM0439
 FM0439  VERT ORDER  -  SECOND    CLASS 0
 FM0439
 FM0439.The horizontal coordinates were scaled from a topographic map and have
 FM0439.an estimated accuracy of +/- 6 seconds.
 FM0439
 FM0439.The orthometric height was determined by differential leveling
 FM0439.and adjusted by the National Geodetic Survey in June 1991..
 FM0439
 FM0439.The geoid height was determined by GEOID03.
 FM0439
 FM0439.The dynamic height is computed by dividing the NAVD 88
 FM0439.geopotential number by the normal gravity value computed on the
 FM0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0439.degrees latitude (g = 980.6199 gals.).
 FM0439
 FM0439.The modeled gravity was interpolated from observed gravity values.
 FM0439
 FM0439;                    North         East    Units  Estimated Accuracy
 FM0439;SPC TX N     - 1,185,060.      101,920.      MT  (+/- 180 meters Scaled)
 FM0439
 FM0439                          SUPERSEDED SURVEY CONTROL
 FM0439
 FM0439  NGVD 29 (??/??/92) 1141.951  (m)         3746.55   (f) ADJ UNCH    2 0
 FM0439
 FM0439.Superseded values are not recommended for survey control.
 FM0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0439.See file dsdata.txt to determine how the superseded data were derived.
 FM0439
 FM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV187492(NAD 83)
 FM0439_MARKER: DB = BENCH MARK DISK
 FM0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0439_STAMPING: F 381 1943
 FM0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0439+STABILITY: SURFACE MOTION
 FM0439
 FM0439  HISTORY     - Date     Condition        Report By
 FM0439  HISTORY     - 1943     MONUMENTED       CGS
 FM0439  HISTORY     - 1971     GOOD             USGS
 FM0439
 FM0439                          STATION DESCRIPTION
 FM0439
 FM0439'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0439'14.6 MI W FROM CHANNING.
 FM0439'TO REACH THE MARK FROM THE JUNCTION OF US HWY 385, TEXAS HWY 354, AND
 FM0439'TEXAS FARM ROAD 767 IN CHANNING, TEXAS, GO WEST ON FARM ROAD 767 FOR
 FM0439'14.6 MILES TO A ROAD, LEADING SOUTH TO A RANCH.  THE MARK IS 45 FT.
 FM0439'WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 33 FT. NORTH OF THE
 FM0439'CENTERLINE OF THE HIGHWAY, AND 20 FT. SOUTH OF THE NORTH R.O.W. FENCE.
 FM0439'A STANDARD DISK STAMPED F 381 1943 AND SET IN THE TOP OF A CONCRETE
 FM0439'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0462 ***********************************************************************
 CT0462  DESIGNATION -  F 383
 CT0462  PID         -  CT0462
 CT0462  STATE/COUNTY-  TX/BROWN
 CT0462  USGS QUAD   -  CROSS CUT (1987)
 CT0462
 CT0462                         *CURRENT SURVEY CONTROL
 CT0462  ___________________________________________________________________
 CT0462* NAD 83(1986)-  32 01 15.     (N)    099 08 55.     (W)     SCALED    
 CT0462* NAVD 88     -       467.859  (meters)    1534.97   (feet)  ADJUSTED  
 CT0462  ___________________________________________________________________
 CT0462  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CT0462  DYNAMIC HT  -         467.250 (meters)    1532.97  (feet)  COMP
 CT0462  MODELED GRAV-     979,322.6   (mgal)                       NAVD 88
 CT0462
 CT0462  VERT ORDER  -  SECOND    CLASS 0
 CT0462
 CT0462.The horizontal coordinates were scaled from a topographic map and have
 CT0462.an estimated accuracy of +/- 6 seconds.
 CT0462
 CT0462.The orthometric height was determined by differential leveling
 CT0462.and adjusted by the National Geodetic Survey in June 1991..
 CT0462
 CT0462.The geoid height was determined by GEOID03.
 CT0462
 CT0462.The dynamic height is computed by dividing the NAVD 88
 CT0462.geopotential number by the normal gravity value computed on the
 CT0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0462.degrees latitude (g = 980.6199 gals.).
 CT0462
 CT0462.The modeled gravity was interpolated from observed gravity values.
 CT0462
 CT0462;                    North         East    Units  Estimated Accuracy
 CT0462;SPC TX C     - 3,261,580.      811,930.      MT  (+/- 180 meters Scaled)
 CT0462
 CT0462                          SUPERSEDED SURVEY CONTROL
 CT0462
 CT0462  NGVD 29 (??/??/92)  467.732  (m)         1534.55   (f) ADJ UNCH    2 0
 CT0462
 CT0462.Superseded values are not recommended for survey control.
 CT0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0462.See file dsdata.txt to determine how the superseded data were derived.
 CT0462
 CT0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA859427(NAD 83)
 CT0462_MARKER: DB = BENCH MARK DISK
 CT0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0462_SP_SET: CULVERT
 CT0462_STAMPING: F 383 1943
 CT0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0462
 CT0462  HISTORY     - Date     Condition        Report By
 CT0462  HISTORY     - 1943     MONUMENTED       CGS
 CT0462
 CT0462                          STATION DESCRIPTION
 CT0462
 CT0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CT0462'5.7 MI NE FROM BURKETT.
 CT0462'0.8 MILE NORTH ALONG STATE HIGHWAY 206 FROM THE POST OFFICE AT
 CT0462'BURKETT, THENCE 4.9 MILES NORTHEAST ALONG A DIRT ROAD, AT A 6- BY
 CT0462'10-FOOT CONCRETE BOX CULVERT.  A DISK, SET IN THE TOP OF THE EAST END
 CT0462'OF THE NORTH HEAD WALL, AND 9 1/2 FEET NORTH OF THE CENTER LINE OF THE
 CT0462'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2222 ***********************************************************************
 CS2222  DESIGNATION -  F 384
 CS2222  PID         -  CS2222
 CS2222  STATE/COUNTY-  TX/BOSQUE
 CS2222  USGS QUAD   -  BRAZOS POINT (1979)
 CS2222
 CS2222                         *CURRENT SURVEY CONTROL
 CS2222  ___________________________________________________________________
 CS2222* NAD 83(1986)-  32 11 20.     (N)    097 36 58.     (W)     SCALED    
 CS2222* NAVD 88     -       185.583  (meters)     608.87   (feet)  ADJUSTED  
 CS2222  ___________________________________________________________________
 CS2222  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS2222  DYNAMIC HT  -         185.356 (meters)     608.12  (feet)  COMP
 CS2222  MODELED GRAV-     979,412.7   (mgal)                       NAVD 88
 CS2222
 CS2222  VERT ORDER  -  SECOND    CLASS 0
 CS2222
 CS2222.The horizontal coordinates were scaled from a topographic map and have
 CS2222.an estimated accuracy of +/- 6 seconds.
 CS2222
 CS2222.The orthometric height was determined by differential leveling
 CS2222.and adjusted by the National Geodetic Survey in June 1991..
 CS2222
 CS2222.The geoid height was determined by GEOID03.
 CS2222
 CS2222.The dynamic height is computed by dividing the NAVD 88
 CS2222.geopotential number by the normal gravity value computed on the
 CS2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2222.degrees latitude (g = 980.6199 gals.).
 CS2222
 CS2222.The modeled gravity was interpolated from observed gravity values.
 CS2222
 CS2222;                    North         East    Units  Estimated Accuracy
 CS2222;SPC TX C     - 3,282,750.      956,230.      MT  (+/- 180 meters Scaled)
 CS2222
 CS2222                          SUPERSEDED SURVEY CONTROL
 CS2222
 CS2222  NGVD 29 (??/??/92)  185.560  (m)          608.79   (f) ADJ UNCH    2 0
 CS2222
 CS2222.Superseded values are not recommended for survey control.
 CS2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2222.See file dsdata.txt to determine how the superseded data were derived.
 CS2222
 CS2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA304622(NAD 83)
 CS2222_MARKER: DB = BENCH MARK DISK
 CS2222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2222_SP_SET: BRIDGE
 CS2222_STAMPING: F 384 1943
 CS2222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2222
 CS2222  HISTORY     - Date     Condition        Report By
 CS2222  HISTORY     - 1943     MONUMENTED       CGS
 CS2222  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2222
 CS2222                          STATION DESCRIPTION
 CS2222
 CS2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2222'0.2 MI NE FROM BRAZOS POINT.
 CS2222'0.2 MILE NORTHEAST ALONG STATE HIGHWAY 174 FROM THE SCHOOL AT BRAZOS
 CS2222'POINT, AT A CONCRETE BRIDGE.  A DISK, SET IN THE TOP OF THE NORTHEAST
 CS2222'END OF THE SOUTHEAST HEAD WALL, AND 12 1/2 FEET SOUTHEAST OF THE
 CS2222'CENTERLINE OF THE HIGHWAY.
 CS2222
 CS2222                          STATION RECOVERY (2001)
 CS2222
 CS2222'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0416 ***********************************************************************
 CA0416  DESIGNATION -  F 385
 CA0416  PID         -  CA0416
 CA0416  STATE/COUNTY-  TX/COLEMAN
 CA0416  USGS QUAD   -  COLEMAN (1987)
 CA0416
 CA0416                         *CURRENT SURVEY CONTROL
 CA0416  ___________________________________________________________________
 CA0416* NAD 83(1986)-  31 49 52.     (N)    099 27 54.     (W)     SCALED    
 CA0416* NAVD 88     -       538.317  (meters)    1766.13   (feet)  ADJUSTED  
 CA0416  ___________________________________________________________________
 CA0416  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CA0416  DYNAMIC HT  -         537.605 (meters)    1763.79  (feet)  COMP
 CA0416  MODELED GRAV-     979,298.6   (mgal)                       NAVD 88
 CA0416
 CA0416  VERT ORDER  -  SECOND    CLASS 0
 CA0416
 CA0416.The horizontal coordinates were scaled from a topographic map and have
 CA0416.an estimated accuracy of +/- 6 seconds.
 CA0416
 CA0416.The orthometric height was determined by differential leveling
 CA0416.and adjusted by the National Geodetic Survey in June 1991..
 CA0416
 CA0416.The geoid height was determined by GEOID03.
 CA0416
 CA0416.The dynamic height is computed by dividing the NAVD 88
 CA0416.geopotential number by the normal gravity value computed on the
 CA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0416.degrees latitude (g = 980.6199 gals.).
 CA0416
 CA0416.The modeled gravity was interpolated from observed gravity values.
 CA0416
 CA0416;                    North         East    Units  Estimated Accuracy
 CA0416;SPC TX C     - 3,240,270.      782,200.      MT  (+/- 180 meters Scaled)
 CA0416
 CA0416                          SUPERSEDED SURVEY CONTROL
 CA0416
 CA0416  NGVD 29 (??/??/92)  538.208  (m)         1765.77   (f) ADJ UNCH    2 0
 CA0416
 CA0416.Superseded values are not recommended for survey control.
 CA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0416.See file dsdata.txt to determine how the superseded data were derived.
 CA0416
 CA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA559218(NAD 83)
 CA0416_MARKER: DB = BENCH MARK DISK
 CA0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0416_SP_SET: BRIDGE ABUTMENT
 CA0416_STAMPING: F 385 1944
 CA0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0416
 CA0416  HISTORY     - Date     Condition        Report By
 CA0416  HISTORY     - 1944     MONUMENTED       CGS
 CA0416
 CA0416                          STATION DESCRIPTION
 CA0416
 CA0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0416'2.5 MI W FROM COLEMAN.
 CA0416'0.2 MILE SOUTH ALONG CONCHO STREET FROM THE POST OFFICE AT COLEMAN,
 CA0416'THENCE 2.3 MILES WEST ALONG THE HORDS CREEK ROAD, AT THE HORDS CREEK
 CA0416'BRIDGE.  A DISK, SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT,
 CA0416'AND 14.3 FEET NORTH OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0570 ***********************************************************************
 CS0570  DESIGNATION -  F 386
 CS0570  PID         -  CS0570
 CS0570  STATE/COUNTY-  TX/NAVARRO
 CS0570  USGS QUAD   -  CHATFIELD (1961)
 CS0570
 CS0570                         *CURRENT SURVEY CONTROL
 CS0570  ___________________________________________________________________
 CS0570* NAD 83(1986)-  32 12 07.     (N)    096 29 01.     (W)     SCALED    
 CS0570* NAVD 88     -       114.524  (meters)     375.73   (feet)  ADJUSTED  
 CS0570  ___________________________________________________________________
 CS0570  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CS0570  DYNAMIC HT  -         114.392 (meters)     375.30  (feet)  COMP
 CS0570  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 CS0570
 CS0570  VERT ORDER  -  FIRST     CLASS II
 CS0570
 CS0570.The horizontal coordinates were scaled from a topographic map and have
 CS0570.an estimated accuracy of +/- 6 seconds.
 CS0570
 CS0570.The orthometric height was determined by differential leveling
 CS0570.and adjusted by the National Geodetic Survey in June 1991..
 CS0570
 CS0570.The geoid height was determined by GEOID03.
 CS0570
 CS0570.The dynamic height is computed by dividing the NAVD 88
 CS0570.geopotential number by the normal gravity value computed on the
 CS0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0570.degrees latitude (g = 980.6199 gals.).
 CS0570
 CS0570.The modeled gravity was interpolated from observed gravity values.
 CS0570
 CS0570;                    North         East    Units  Estimated Accuracy
 CS0570;SPC TXNC     - 2,061,180.      790,100.      MT  (+/- 180 meters Scaled)
 CS0570
 CS0570                          SUPERSEDED SURVEY CONTROL
 CS0570
 CS0570  NGVD 29 (??/??/92)  114.525  (m)          375.74   (f) ADJ UNCH    1 2
 CS0570
 CS0570.Superseded values are not recommended for survey control.
 CS0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0570.See file dsdata.txt to determine how the superseded data were derived.
 CS0570
 CS0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA371655(NAD 83)
 CS0570_MARKER: DB = BENCH MARK DISK
 CS0570_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS0570_SP_SET: CULVERT HEADWALL
 CS0570_STAMPING: F 386 1946
 CS0570_MARK LOGO: CGS   
 CS0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0570+STABILITY: SURFACE MOTION
 CS0570
 CS0570  HISTORY     - Date     Condition        Report By
 CS0570  HISTORY     - 1946     MONUMENTED       CGS
 CS0570  HISTORY     - 19900913 GOOD             TOWILL
 CS0570
 CS0570                          STATION DESCRIPTION
 CS0570
 CS0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0570'3.0 MI SE FROM RICE.
 CS0570'ABOUT 3.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CS0570'FROM THE STATION AT RICE, ABOUT TWO POLES NORTHWEST OF MILE POST 218,
 CS0570'16.0 FEET SOUTHWEST OF AND ABOUT 2.5 FEET LOWER THAN THE CENTER LINE
 CS0570'OF THE TRACK, ON TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF
 CS0570'CULVERT NO. 218.03.  A BRONZE DISK STAMPED F 386 1946 SET IN A DRILL
 CS0570'HOLE IN STONE.
 CS0570
 CS0570                          STATION RECOVERY (1990)
 CS0570
 CS0570'RECOVERY NOTE BY TOWILL INCORPORATED 1990
 CS0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0888 ***********************************************************************
 CS0888  DESIGNATION -  F 387
 CS0888  PID         -  CS0888
 CS0888  STATE/COUNTY-  TX/NAVARRO
 CS0888  USGS QUAD   -  EMHOUSE (1978)
 CS0888
 CS0888                         *CURRENT SURVEY CONTROL
 CS0888  ___________________________________________________________________
 CS0888* NAD 83(1986)-  32 11 34.     (N)    096 31 36.     (W)     SCALED    
 CS0888* NAVD 88     -       108.860  (meters)     357.15   (feet)  ADJUSTED  
 CS0888  ___________________________________________________________________
 CS0888  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CS0888  DYNAMIC HT  -         108.735 (meters)     356.74  (feet)  COMP
 CS0888  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 CS0888
 CS0888  VERT ORDER  -  SECOND    CLASS 0
 CS0888
 CS0888.The horizontal coordinates were scaled from a topographic map and have
 CS0888.an estimated accuracy of +/- 6 seconds.
 CS0888
 CS0888.The orthometric height was determined by differential leveling
 CS0888.and adjusted by the National Geodetic Survey in June 1991..
 CS0888
 CS0888.The geoid height was determined by GEOID03.
 CS0888
 CS0888.The dynamic height is computed by dividing the NAVD 88
 CS0888.geopotential number by the normal gravity value computed on the
 CS0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0888.degrees latitude (g = 980.6199 gals.).
 CS0888
 CS0888.The modeled gravity was interpolated from observed gravity values.
 CS0888
 CS0888;                    North         East    Units  Estimated Accuracy
 CS0888;SPC TXNC     - 2,060,090.      786,060.      MT  (+/- 180 meters Scaled)
 CS0888
 CS0888                          SUPERSEDED SURVEY CONTROL
 CS0888
 CS0888  NGVD 29 (??/??/92)  108.859  (m)          357.15   (f) ADJ UNCH    2 0
 CS0888
 CS0888.Superseded values are not recommended for survey control.
 CS0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0888.See file dsdata.txt to determine how the superseded data were derived.
 CS0888
 CS0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA331644(NAD 83)
 CS0888_MARKER: DB = BENCH MARK DISK
 CS0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0888_STAMPING: F 387 1946
 CS0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0888+STABILITY: SURFACE MOTION
 CS0888
 CS0888  HISTORY     - Date     Condition        Report By
 CS0888  HISTORY     - 1946     MONUMENTED       CGS
 CS0888  HISTORY     - 1961     GOOD             USGS
 CS0888
 CS0888                          STATION DESCRIPTION
 CS0888
 CS0888'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CS0888'3.9 MI NE FROM EMHOUSE.
 CS0888'3.9 MI. NE ALONG FARM ROAD 1126 FROM THE FORT WORTH AND DENVER RAILWAY
 CS0888'AT EMHOUSE.  920 FT. SW OF THE SW END OF BRIDGE OVER CHAMBERS CREEK.
 CS0888'75 FT. NW OF FARM ROAD 1126, 37 FT SW OF SW CORNER OF AN ABANDONED
 CS0888'HOUSE.  IN CENTER OF WEST DRIVE TO ABAND. HOUSE.  IN TOP OF CONCRETE
 CS0888'POST FLUSH WITH GROUND, STD. DISK STAMPED F 387 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0650 ***********************************************************************
 BZ0650  DESIGNATION -  F 389
 BZ0650  PID         -  BZ0650
 BZ0650  STATE/COUNTY-  TX/NAVARRO
 BZ0650  USGS QUAD   -  DAWSON (1978)
 BZ0650
 BZ0650                         *CURRENT SURVEY CONTROL
 BZ0650  ___________________________________________________________________
 BZ0650* NAD 83(1986)-  31 53 10.     (N)    096 43 47.     (W)     SCALED    
 BZ0650* NAVD 88     -       150.242  (meters)     492.92   (feet)  ADJUSTED  
 BZ0650  ___________________________________________________________________
 BZ0650  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 BZ0650  DYNAMIC HT  -         150.064 (meters)     492.33  (feet)  COMP
 BZ0650  MODELED GRAV-     979,450.0   (mgal)                       NAVD 88
 BZ0650
 BZ0650  VERT ORDER  -  SECOND    CLASS 0
 BZ0650
 BZ0650.The horizontal coordinates were scaled from a topographic map and have
 BZ0650.an estimated accuracy of +/- 6 seconds.
 BZ0650
 BZ0650.The orthometric height was determined by differential leveling
 BZ0650.and adjusted by the National Geodetic Survey in June 1991..
 BZ0650
 BZ0650.The geoid height was determined by GEOID03.
 BZ0650
 BZ0650.The dynamic height is computed by dividing the NAVD 88
 BZ0650.geopotential number by the normal gravity value computed on the
 BZ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0650.degrees latitude (g = 980.6199 gals.).
 BZ0650
 BZ0650.The modeled gravity was interpolated from observed gravity values.
 BZ0650
 BZ0650;                    North         East    Units  Estimated Accuracy
 BZ0650;SPC TXNC     - 2,025,750.      767,490.      MT  (+/- 180 meters Scaled)
 BZ0650
 BZ0650                          SUPERSEDED SURVEY CONTROL
 BZ0650
 BZ0650  NGVD 29 (??/??/92)  150.210  (m)          492.81   (f) ADJ UNCH    2 0
 BZ0650
 BZ0650.Superseded values are not recommended for survey control.
 BZ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0650.See file dsdata.txt to determine how the superseded data were derived.
 BZ0650
 BZ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA147300(NAD 83)
 BZ0650_MARKER: DB = BENCH MARK DISK
 BZ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0650_STAMPING: F 389 1946
 BZ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0650+STABILITY: SURFACE MOTION
 BZ0650
 BZ0650  HISTORY     - Date     Condition        Report By
 BZ0650  HISTORY     - 1946     MONUMENTED       CGS
 BZ0650
 BZ0650                          STATION DESCRIPTION
 BZ0650
 BZ0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0650'1.1 MI SW FROM DAWSON.
 BZ0650'BENCH MARK IS LOCATED 1.1 MILES SOUTHWEST ALONG THE ST. LOUIS
 BZ0650'SOUTHWESTERN RAILWAY FROM THE STATION AT DAWSON, 2 POLES EAST OF
 BZ0650'MILEPOST 643.10, 44 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 60
 BZ0650'FEET EAST OF THE CENTER LINE OF A EARTH ROAD LEADING NORTH, 106 FEET
 BZ0650'NORTHEAST OF THE CENTER LINE OF A PAVED ROAD, 2 FEET NORTH OF A FENCE
 BZ0650'LINE, 2 FEET WEST OF A 4X4 INCH WHITE WITNESS POST.  MARK PROJECTS
 BZ0650'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0734 ***********************************************************************
 AJ0734  DESIGNATION -  F 39
 AJ0734  PID         -  AJ0734
 AJ0734  STATE/COUNTY-  TX/WEBB
 AJ0734  USGS QUAD   -  ORVIL (1980)
 AJ0734
 AJ0734                         *CURRENT SURVEY CONTROL
 AJ0734  ___________________________________________________________________
 AJ0734* NAD 83(1986)-  27 38 59.     (N)    099 28 57.     (W)     SCALED    
 AJ0734* NAVD 88     -       183.028  (meters)     600.48   (feet)  ADJUSTED  
 AJ0734  ___________________________________________________________________
 AJ0734  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AJ0734  DYNAMIC HT  -         182.740 (meters)     599.54  (feet)  COMP
 AJ0734  MODELED GRAV-     979,073.2   (mgal)                       NAVD 88
 AJ0734
 AJ0734  VERT ORDER  -  FIRST     CLASS II
 AJ0734
 AJ0734.The horizontal coordinates were scaled from a topographic map and have
 AJ0734.an estimated accuracy of +/- 6 seconds.
 AJ0734
 AJ0734.The orthometric height was determined by differential leveling
 AJ0734.and adjusted by the National Geodetic Survey in June 1991..
 AJ0734
 AJ0734.The geoid height was determined by GEOID03.
 AJ0734
 AJ0734.The dynamic height is computed by dividing the NAVD 88
 AJ0734.geopotential number by the normal gravity value computed on the
 AJ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0734.degrees latitude (g = 980.6199 gals.).
 AJ0734
 AJ0734.The modeled gravity was interpolated from observed gravity values.
 AJ0734
 AJ0734;                    North         East    Units  Estimated Accuracy
 AJ0734;SPC TX S     - 5,220,090.      203,050.      MT  (+/- 180 meters Scaled)
 AJ0734
 AJ0734                          SUPERSEDED SURVEY CONTROL
 AJ0734
 AJ0734  NGVD 29 (??/??/92)  182.994  (m)          600.37   (f) ADJ UNCH    1 2
 AJ0734
 AJ0734.Superseded values are not recommended for survey control.
 AJ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0734.See file dsdata.txt to determine how the superseded data were derived.
 AJ0734
 AJ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR524584(NAD 83)
 AJ0734_MARKER: Z = SEE DESCRIPTION
 AJ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0734_SP_SET: STONE POST
 AJ0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0734+STABILITY: SURFACE MOTION
 AJ0734
 AJ0734  HISTORY     - Date     Condition        Report By
 AJ0734  HISTORY     - UNK      MONUMENTED       CGS
 AJ0734  HISTORY     - 1957     GOOD             NGS
 AJ0734  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0734
 AJ0734                          STATION DESCRIPTION
 AJ0734
 AJ0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0734'10.1 MI N FROM LAREDO.
 AJ0734'10.1 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0734'FROM THE STATION AT LAREDO, 33.4 FEET EAST OF THE EAST RAIL, 15.4 FEET
 AJ0734'NORTH OF THE 2ND POLE NORTH OF MILEPOST 402, 13.4 FEET WEST OF A
 AJ0734'FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SURROUNDED BY THE LETTERS
 AJ0734'USBM, IN THE TOP OF A STONE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AJ0734'GROUND.
 AJ0734
 AJ0734                          STATION RECOVERY (1981)
 AJ0734
 AJ0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0734'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0509 ***********************************************************************
 CS0509  DESIGNATION -  F 390
 CS0509  PID         -  CS0509
 CS0509  STATE/COUNTY-  TX/NAVARRO
 CS0509  USGS QUAD   -  BAZETTE (1976)
 CS0509
 CS0509                         *CURRENT SURVEY CONTROL
 CS0509  ___________________________________________________________________
 CS0509* NAD 83(1986)-  32 11 32.     (N)    096 17 26.     (W)     SCALED    
 CS0509* NAVD 88     -       128.385  (meters)     421.21   (feet)  ADJUSTED  
 CS0509  ___________________________________________________________________
 CS0509  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0509  DYNAMIC HT  -         128.236 (meters)     420.72  (feet)  COMP
 CS0509  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 CS0509
 CS0509  VERT ORDER  -  SECOND    CLASS 0
 CS0509
 CS0509.The horizontal coordinates were scaled from a topographic map and have
 CS0509.an estimated accuracy of +/- 6 seconds.
 CS0509
 CS0509.The orthometric height was determined by differential leveling
 CS0509.and adjusted by the National Geodetic Survey in June 1991..
 CS0509
 CS0509.The geoid height was determined by GEOID03.
 CS0509
 CS0509.The dynamic height is computed by dividing the NAVD 88
 CS0509.geopotential number by the normal gravity value computed on the
 CS0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0509.degrees latitude (g = 980.6199 gals.).
 CS0509
 CS0509.The modeled gravity was interpolated from observed gravity values.
 CS0509
 CS0509;                    North         East    Units  Estimated Accuracy
 CS0509;SPC TXNC     - 2,060,470.      808,320.      MT  (+/- 180 meters Scaled)
 CS0509
 CS0509                          SUPERSEDED SURVEY CONTROL
 CS0509
 CS0509  NGVD 29 (??/??/92)  128.39   (m)          421.2    (f) COMPUTED    2 0
 CS0509
 CS0509.Superseded values are not recommended for survey control.
 CS0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0509.See file dsdata.txt to determine how the superseded data were derived.
 CS0509
 CS0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA554649(NAD 83)
 CS0509_MARKER: DB = BENCH MARK DISK
 CS0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0509_STAMPING: F 390 1947
 CS0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0509+STABILITY: SURFACE MOTION
 CS0509
 CS0509  HISTORY     - Date     Condition        Report By
 CS0509  HISTORY     - 1947     MONUMENTED       CGS
 CS0509
 CS0509                          STATION DESCRIPTION
 CS0509
 CS0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0509'2.1 MI W FROM BAZETTE.
 CS0509'1.1 MILES SOUTHWEST ALONG THE BAZETTE-MONTFORD ROAD FROM THE SCHOOL AT
 CS0509'BAZETTE, THENCE 1.0 MILE NORTHWEST ALONG THE BAZETTE-MONTFORD ROAD TO
 CS0509'THE SITE OF THE MARK, 1.0 MILE SOUTHEAST OF THE BUFFALO SCHOOL, AT THE
 CS0509'JUNCTION WITH A PRIVATE ROAD LEADING NORTHEAST, ABOUT MIDWAY BETWEEN
 CS0509'TWO FARM HOUSES WHICH ARE ON THE SOUTHWEST SIDE OF THE ROAD, 48 FEET
 CS0509'NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 24 FEET NORTHEAST OF A
 CS0509'POWER LINE TRANSFORMER POLE WHICH IS AT A POWER LINE JUNCTION, 24 FEET
 CS0509'NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 2 FEET NORTHEAST OF A
 CS0509'4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS0509'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1623 ***********************************************************************
 CS1623  DESIGNATION -  F 391
 CS1623  PID         -  CS1623
 CS1623  STATE/COUNTY-  TX/TARRANT
 CS1623  USGS QUAD   -  BENBROOK (1981)
 CS1623
 CS1623                         *CURRENT SURVEY CONTROL
 CS1623  ___________________________________________________________________
 CS1623* NAD 83(1986)-  32 41 56.     (N)    097 26 01.     (W)     SCALED    
 CS1623* NAVD 88     -       198.884  (meters)     652.51   (feet)  ADJUSTED  
 CS1623  ___________________________________________________________________
 CS1623  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CS1623  DYNAMIC HT  -         198.650 (meters)     651.74  (feet)  COMP
 CS1623  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 CS1623
 CS1623  VERT ORDER  -  FIRST     CLASS II
 CS1623
 CS1623.The horizontal coordinates were scaled from a topographic map and have
 CS1623.an estimated accuracy of +/- 6 seconds.
 CS1623
 CS1623.The orthometric height was determined by differential leveling
 CS1623.and adjusted by the National Geodetic Survey in June 1991..
 CS1623
 CS1623.The geoid height was determined by GEOID03.
 CS1623
 CS1623.The dynamic height is computed by dividing the NAVD 88
 CS1623.geopotential number by the normal gravity value computed on the
 CS1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1623.degrees latitude (g = 980.6199 gals.).
 CS1623
 CS1623.The modeled gravity was interpolated from observed gravity values.
 CS1623
 CS1623;                    North         East    Units  Estimated Accuracy
 CS1623;SPC TXNC     - 2,114,970.      699,980.      MT  (+/- 180 meters Scaled)
 CS1623
 CS1623                          SUPERSEDED SURVEY CONTROL
 CS1623
 CS1623  NGVD 29 (??/??/92)  198.914  (m)          652.60   (f) ADJ UNCH    1 2
 CS1623
 CS1623.Superseded values are not recommended for survey control.
 CS1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1623.See file dsdata.txt to determine how the superseded data were derived.
 CS1623
 CS1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB468189(NAD 83)
 CS1623_MARKER: DB = BENCH MARK DISK
 CS1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1623_STAMPING: F 391 1947
 CS1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1623+STABILITY: SURFACE MOTION
 CS1623
 CS1623  HISTORY     - Date     Condition        Report By
 CS1623  HISTORY     - 1947     MONUMENTED       CGS
 CS1623  HISTORY     - 1962     GOOD             NGS
 CS1623  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 CS1623  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1623  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1623  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1623
 CS1623                          STATION DESCRIPTION
 CS1623
 CS1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1623'7.2 MI SW FROM FORT WORTH.
 CS1623'ABOUT 7.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CS1623'TEXAS AND PACIFIC RAILWAY STATION AT FORT WORTH, ABOUT ONE POLE
 CS1623'NORTHEAST OF MILEPOST 253, ABOUT 69.0 YARDS SOUTHWEST OF A RAILWAY
 CS1623'JUNCTION, 41.2 FEET NORTHWEST OF AND 1.0 FOOT LOWER THAN THE CENTER
 CS1623'LINE OF THE MAIN TRACK, 32.4 FEET SOUTHEAST OF THE CENTER LINE OF A
 CS1623'BRANCH LINE FORMING A JUNCTION WITH THE MAIN LINE, 15.0 FEET SOUTHWEST
 CS1623'OF A HIGHLINE POLE, AND 1.5 FEET NORTHEAST OF A 4 X 4 IN. MARKER POST.
 CS1623'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND PROJECTS 2.0
 CS1623'INCHES ABOVE THE SURFACE OF THE GROUND.  NOTE-- ALL REFERENCE POINTS
 CS1623'STILL APPLY EXCEPT THE WITNESS POST IS GONE.  THE BENCH MARK IS AT
 CS1623'BOMBER JUNCTION.  IT IS 15 FEET SOUTHWEST OF A TELEPHONE POLE. THE
 CS1623'BENCH MARK IS 0.7 MILE SOUTHWEST ALONG THE OLD STOVE FOUNDRY ROAD FROM
 CS1623'THE JUNCTION OF SOUTHWEST LOOP 217.
 CS1623
 CS1623                          STATION RECOVERY (1983)
 CS1623
 CS1623'RECOVERY NOTE BY US POWER SQUADRON 1983 (WBM)
 CS1623'MARK NOT FOUND.
 CS1623
 CS1623                          STATION RECOVERY (1983)
 CS1623
 CS1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1623'MARK NOT FOUND.
 CS1623
 CS1623                          STATION RECOVERY (1996)
 CS1623
 CS1623'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1623'MARK NOT FOUND.
 CS1623
 CS1623                          STATION RECOVERY (2004)
 CS1623
 CS1623'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS1623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0458 ***********************************************************************
 CS0458  DESIGNATION -  F 392
 CS0458  PID         -  CS0458
 CS0458  STATE/COUNTY-  TX/HENDERSON
 CS0458  USGS QUAD   -  TOOL (1981)
 CS0458
 CS0458                         *CURRENT SURVEY CONTROL
 CS0458  ___________________________________________________________________
 CS0458* NAD 83(1986)-  32 19 48.     (N)    096 10 01.     (W)     SCALED    
 CS0458* NAVD 88     -        93.663  (meters)     307.29   (feet)  ADJUSTED  
 CS0458  ___________________________________________________________________
 CS0458  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0458  DYNAMIC HT  -          93.556 (meters)     306.94  (feet)  COMP
 CS0458  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 CS0458
 CS0458  VERT ORDER  -  SECOND    CLASS 0
 CS0458
 CS0458.The horizontal coordinates were scaled from a topographic map and have
 CS0458.an estimated accuracy of +/- 6 seconds.
 CS0458
 CS0458.The orthometric height was determined by differential leveling
 CS0458.and adjusted by the National Geodetic Survey in June 1991..
 CS0458
 CS0458.The geoid height was determined by GEOID03.
 CS0458
 CS0458.The dynamic height is computed by dividing the NAVD 88
 CS0458.geopotential number by the normal gravity value computed on the
 CS0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0458.degrees latitude (g = 980.6199 gals.).
 CS0458
 CS0458.The modeled gravity was interpolated from observed gravity values.
 CS0458
 CS0458;                    North         East    Units  Estimated Accuracy
 CS0458;SPC TXNC     - 2,076,000.      819,640.      MT  (+/- 180 meters Scaled)
 CS0458
 CS0458                          SUPERSEDED SURVEY CONTROL
 CS0458
 CS0458  NGVD 29 (??/??/92)   93.672  (m)          307.32   (f) ADJ UNCH    2 0
 CS0458
 CS0458.Superseded values are not recommended for survey control.
 CS0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0458.See file dsdata.txt to determine how the superseded data were derived.
 CS0458
 CS0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA666805(NAD 83)
 CS0458_MARKER: DB = BENCH MARK DISK
 CS0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0458_SP_SET: BRIDGE
 CS0458_STAMPING: F 392 1947
 CS0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0458
 CS0458  HISTORY     - Date     Condition        Report By
 CS0458  HISTORY     - 1947     MONUMENTED       CGS
 CS0458
 CS0458                          STATION DESCRIPTION
 CS0458
 CS0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0458'5.8 MI SW FROM MABANK.
 CS0458'2.5 MILES SOUTHWEST ALONG A FARM TO MARKET ROAD FROM THE TEXAS AND NEW
 CS0458'ORLEANS RAILROAD STATION AT MABANK, THENCE 3.3 MILES WEST ALONG A FARM
 CS0458'TO MARKET ROAD TO A CONCRETE BRIDGE OVER CEDAR CREEK AND THE SITE OF
 CS0458'THE MARK, 12 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET ABOVE
 CS0458'THE FLOOR OF THE BRIDGE.  A BRONZE DISK SET IN THE TOP OF THE EAST END
 CS0458'OF THE SOUTH CONCRETE GUARD RAIL OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0659 ***********************************************************************
 CS0659  DESIGNATION -  F 393
 CS0659  PID         -  CS0659
 CS0659  STATE/COUNTY-  TX/NAVARRO
 CS0659  USGS QUAD   -  CORSICANA (1978)
 CS0659
 CS0659                         *CURRENT SURVEY CONTROL
 CS0659  ___________________________________________________________________
 CS0659* NAD 83(1986)-  32 02 07.     (N)    096 22 36.     (W)     SCALED    
 CS0659* NAVD 88     -       131.282  (meters)     430.71   (feet)  ADJUSTED  
 CS0659  ___________________________________________________________________
 CS0659  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0659  DYNAMIC HT  -         131.128 (meters)     430.21  (feet)  COMP
 CS0659  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 CS0659
 CS0659  VERT ORDER  -  SECOND    CLASS 0
 CS0659
 CS0659.The horizontal coordinates were scaled from a topographic map and have
 CS0659.an estimated accuracy of +/- 6 seconds.
 CS0659
 CS0659.The orthometric height was determined by differential leveling
 CS0659.and adjusted by the National Geodetic Survey in June 1991..
 CS0659
 CS0659.The geoid height was determined by GEOID03.
 CS0659
 CS0659.The dynamic height is computed by dividing the NAVD 88
 CS0659.geopotential number by the normal gravity value computed on the
 CS0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0659.degrees latitude (g = 980.6199 gals.).
 CS0659
 CS0659.The modeled gravity was interpolated from observed gravity values.
 CS0659
 CS0659;                    North         East    Units  Estimated Accuracy
 CS0659;SPC TXNC     - 2,042,900.      800,560.      MT  (+/- 180 meters Scaled)
 CS0659
 CS0659                          SUPERSEDED SURVEY CONTROL
 CS0659
 CS0659  NGVD 29 (??/??/92)  131.274  (m)          430.69   (f) ADJ UNCH    2 0
 CS0659
 CS0659.Superseded values are not recommended for survey control.
 CS0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0659.See file dsdata.txt to determine how the superseded data were derived.
 CS0659
 CS0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA477473(NAD 83)
 CS0659_MARKER: DB = BENCH MARK DISK
 CS0659_SETTING: 0 = UNSPECIFIED SETTING
 CS0659_STAMPING: F 393 1947
 CS0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0659
 CS0659  HISTORY     - Date     Condition        Report By
 CS0659  HISTORY     - 1947     MONUMENTED       CGS
 CS0659  HISTORY     - 1958     GOOD             USGS
 CS0659
 CS0659                          STATION DESCRIPTION
 CS0659
 CS0659'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0659'6.7 MI SE FROM CORSICANA.
 CS0659'ALONG U.S. HIGHWAY 287, 6.7 MILES SOUTHEAST OF THE POST OFFICE IN
 CS0659'CORSICANA.  AT MILDRED HIGH SCHOOL.  115 FEET SOUTH OF THE SOUTHEAST
 CS0659'CORNER OF THE SCHOOL BUILDING.  48 FEET NORTHEAST OF THE CENTER OF THE
 CS0659'HIGHWAY.  19 FEET NORTHWEST OF A CORNER FENCE POST.  2 FEET NORTHEAST
 CS0659'OF A FENCE.  2 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1004 ***********************************************************************
 CS1004  DESIGNATION -  F 394
 CS1004  PID         -  CS1004
 CS1004  STATE/COUNTY-  TX/DALLAS
 CS1004  USGS QUAD   -  DALLAS (1981)
 CS1004
 CS1004                         *CURRENT SURVEY CONTROL
 CS1004  ___________________________________________________________________
 CS1004* NAD 83(1986)-  32 49 33.     (N)    096 51 16.     (W)     SCALED    
 CS1004* NAVD 88     -       139.922  (meters)     459.06   (feet)  ADJUSTED  
 CS1004  ___________________________________________________________________
 CS1004  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CS1004  DYNAMIC HT  -         139.763 (meters)     458.54  (feet)  COMP
 CS1004  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CS1004
 CS1004  VERT ORDER  -  FIRST     CLASS II
 CS1004
 CS1004.The horizontal coordinates were scaled from a topographic map and have
 CS1004.an estimated accuracy of +/- 6 seconds.
 CS1004
 CS1004.The orthometric height was determined by differential leveling
 CS1004.and adjusted by the National Geodetic Survey in June 1991..
 CS1004
 CS1004.The geoid height was determined by GEOID03.
 CS1004
 CS1004.The dynamic height is computed by dividing the NAVD 88
 CS1004.geopotential number by the normal gravity value computed on the
 CS1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1004.degrees latitude (g = 980.6199 gals.).
 CS1004
 CS1004.The modeled gravity was interpolated from observed gravity values.
 CS1004
 CS1004;                    North         East    Units  Estimated Accuracy
 CS1004;SPC TXNC     - 2,129,750.      754,060.      MT  (+/- 180 meters Scaled)
 CS1004
 CS1004                          SUPERSEDED SURVEY CONTROL
 CS1004
 CS1004  NGVD 29 (??/??/92)  139.940  (m)          459.12   (f) ADJ UNCH    1 2
 CS1004
 CS1004.Superseded values are not recommended for survey control.
 CS1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1004.See file dsdata.txt to determine how the superseded data were derived.
 CS1004
 CS1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB008340(NAD 83)
 CS1004_MARKER: DD = SURVEY DISK
 CS1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1004_STAMPING: F 394 1947 2 V
 CS1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1004+STABILITY: SURFACE MOTION
 CS1004
 CS1004  HISTORY     - Date     Condition        Report By
 CS1004  HISTORY     - 1947     MONUMENTED       TX1730
 CS1004  HISTORY     - 1958     GOOD             NGS
 CS1004  HISTORY     - 1965     GOOD             NGS
 CS1004  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1004
 CS1004                          STATION DESCRIPTION
 CS1004
 CS1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1004'4.4 MI NW FROM DALLAS.
 CS1004'ABOUT 4.4 MILES NORTHWEST OF THE COUNTY COURT HOUSE IN DALLAS, AT THE
 CS1004'INTERSECTION OF HARRY HINES BLVD. (U.S. HIGHWAY NO. 77) AND PROCTOR
 CS1004'STREET, 55.4 FEET SOUTHEAST OF THE CENTERLINE OF PROCTOR STREET, 36.1
 CS1004'FEET SOUTHWEST OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE AND
 CS1004'35.1 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE,
 CS1004'25 FEET EAST OF A TRAFFIC LIGHT STANDARD AND ABOUT MIDWAY BETWEEN THE
 CS1004'NORTH CURB OF THE PARKWAY AND A STORM SEWER INTAKE.  A CITY OF DALLAS
 CS1004'DISK IN AN 18 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 CS1004'INCH ABOVE THE SURFACE OF THE PARKWAY.
 CS1004
 CS1004                          STATION RECOVERY (1965)
 CS1004
 CS1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CS1004'RECOVERED IN GOOD CONDITION.
 CS1004
 CS1004                          STATION RECOVERY (2000)
 CS1004
 CS1004'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1048 ***********************************************************************
 CS1048  DESIGNATION -  F 395
 CS1048  PID         -  CS1048
 CS1048  STATE/COUNTY-  TX/DALLAS
 CS1048  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1048
 CS1048                         *CURRENT SURVEY CONTROL
 CS1048  ___________________________________________________________________
 CS1048* NAD 83(1986)-  32 48 41.     (N)    096 43 43.     (W)     SCALED    
 CS1048* NAVD 88     -       131.575  (meters)     431.68   (feet)  ADJUSTED  
 CS1048  ___________________________________________________________________
 CS1048  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CS1048  DYNAMIC HT  -         131.427 (meters)     431.19  (feet)  COMP
 CS1048  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 CS1048
 CS1048  VERT ORDER  -  FIRST     CLASS II
 CS1048
 CS1048.The horizontal coordinates were scaled from a topographic map and have
 CS1048.an estimated accuracy of +/- 6 seconds.
 CS1048
 CS1048.The orthometric height was determined by differential leveling
 CS1048.and adjusted by the National Geodetic Survey in June 1991..
 CS1048
 CS1048.The geoid height was determined by GEOID03.
 CS1048
 CS1048.The dynamic height is computed by dividing the NAVD 88
 CS1048.geopotential number by the normal gravity value computed on the
 CS1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1048.degrees latitude (g = 980.6199 gals.).
 CS1048
 CS1048.The modeled gravity was interpolated from observed gravity values.
 CS1048
 CS1048;                    North         East    Units  Estimated Accuracy
 CS1048;SPC TXNC     - 2,128,340.      765,870.      MT  (+/- 180 meters Scaled)
 CS1048
 CS1048                          SUPERSEDED SURVEY CONTROL
 CS1048
 CS1048  NGVD 29 (??/??/92)  131.586  (m)          431.71   (f) ADJ UNCH    1 2
 CS1048
 CS1048.Superseded values are not recommended for survey control.
 CS1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1048.See file dsdata.txt to determine how the superseded data were derived.
 CS1048
 CS1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB126326(NAD 83)
 CS1048_MARKER: DD = SURVEY DISK
 CS1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1048_STAMPING: F 395 1947 1 L
 CS1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1048+STABILITY: SURFACE MOTION
 CS1048
 CS1048  HISTORY     - Date     Condition        Report By
 CS1048  HISTORY     - 1947     MONUMENTED       TX1730
 CS1048  HISTORY     - 1952     GOOD             NGS
 CS1048  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1048  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1048
 CS1048                          STATION DESCRIPTION
 CS1048
 CS1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1048'2.35 MI SW FROM DALLAS.
 CS1048'2.35 MILES SOUTHWEST ALONG GARLAND ROAD FROM ITS INTERSECTION WITH
 CS1048'BUCKNER BOULEVARD AT DALLAS, AT THE UNDERPASS OF THE BELT LINE
 CS1048'RAILROAD, 24 FEET NORTHWEST OF THE CENTER LINE OF GARLAND ROAD, 1.4
 CS1048'FEET SOUTHWEST OF THE EAST END OF THE NORTH ABUTMENT OF THE UNDERPASS,
 CS1048'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1048
 CS1048                          STATION RECOVERY (1958)
 CS1048
 CS1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1048'MARK NOT FOUND.
 CS1048
 CS1048                          STATION RECOVERY (1999)
 CS1048
 CS1048'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0610 ***********************************************************************
 CR0610  DESIGNATION -  F 396
 CR0610  PID         -  CR0610
 CR0610  STATE/COUNTY-  TX/HENDERSON
 CR0610  USGS QUAD   -  CROSS ROADS (1984)
 CR0610
 CR0610                         *CURRENT SURVEY CONTROL
 CR0610  ___________________________________________________________________
 CR0610* NAD 83(1986)-  32 04 08.     (N)    095 58 57.     (W)     SCALED    
 CR0610* NAVD 88     -        97.051  (meters)     318.41   (feet)  ADJUSTED  
 CR0610  ___________________________________________________________________
 CR0610  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CR0610  DYNAMIC HT  -          96.938 (meters)     318.04  (feet)  COMP
 CR0610  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 CR0610
 CR0610  VERT ORDER  -  SECOND    CLASS 0
 CR0610
 CR0610.The horizontal coordinates were scaled from a topographic map and have
 CR0610.an estimated accuracy of +/- 6 seconds.
 CR0610
 CR0610.The orthometric height was determined by differential leveling
 CR0610.and adjusted by the National Geodetic Survey in June 1991..
 CR0610
 CR0610.The geoid height was determined by GEOID03.
 CR0610
 CR0610.The dynamic height is computed by dividing the NAVD 88
 CR0610.geopotential number by the normal gravity value computed on the
 CR0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0610.degrees latitude (g = 980.6199 gals.).
 CR0610
 CR0610.The modeled gravity was interpolated from observed gravity values.
 CR0610
 CR0610;                    North         East    Units  Estimated Accuracy
 CR0610;SPC TXNC     - 2,047,450.      837,690.      MT  (+/- 180 meters Scaled)
 CR0610
 CR0610                          SUPERSEDED SURVEY CONTROL
 CR0610
 CR0610  NGVD 29 (??/??/92)   97.055  (m)          318.42   (f) ADJ UNCH    2 0
 CR0610
 CR0610.Superseded values are not recommended for survey control.
 CR0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0610.See file dsdata.txt to determine how the superseded data were derived.
 CR0610
 CR0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR184519(NAD 83)
 CR0610_MARKER: DB = BENCH MARK DISK
 CR0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0610_SP_SET: BRIDGE
 CR0610_STAMPING: F 396 1947
 CR0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0610
 CR0610  HISTORY     - Date     Condition        Report By
 CR0610  HISTORY     - 1947     MONUMENTED       CGS
 CR0610
 CR0610                          STATION DESCRIPTION
 CR0610
 CR0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0610'1.6 MI N FROM CROSS ROADS.
 CR0610'1.6 MILES NORTH ALONG FARM HIGHWAY 90 FROM THE SCHOOL AT CROSS ROADS,
 CR0610'ABOUT 0.2 MILE SOUTHWEST OF A WHITE FRAME FARM HOUSE, 12 FEET EAST OF
 CR0610'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE NORTH END OF THE
 CR0610'EAST GUARD RAIL OF THE BRIDGE.  A BRONZE DISK SET IN THE TOP OF THE
 CR0610'NORTH END OF THE EAST GUARD RAIL OF A 75 FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0569 ***********************************************************************
 CS0569  DESIGNATION -  F 397
 CS0569  PID         -  CS0569
 CS0569  STATE/COUNTY-  TX/NAVARRO
 CS0569  USGS QUAD   -  CHATFIELD (1961)
 CS0569
 CS0569                         *CURRENT SURVEY CONTROL
 CS0569  ___________________________________________________________________
 CS0569* NAD 83(1986)-  32 11 43.     (N)    096 28 56.     (W)     SCALED    
 CS0569* NAVD 88     -       107.433  (meters)     352.47   (feet)  ADJUSTED  
 CS0569  ___________________________________________________________________
 CS0569  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CS0569  DYNAMIC HT  -         107.309 (meters)     352.06  (feet)  COMP
 CS0569  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 CS0569
 CS0569  VERT ORDER  -  SECOND    CLASS 0
 CS0569
 CS0569.The horizontal coordinates were scaled from a topographic map and have
 CS0569.an estimated accuracy of +/- 6 seconds.
 CS0569
 CS0569.The orthometric height was determined by differential leveling
 CS0569.and adjusted by the National Geodetic Survey in June 1991..
 CS0569
 CS0569.The geoid height was determined by GEOID03.
 CS0569
 CS0569.The dynamic height is computed by dividing the NAVD 88
 CS0569.geopotential number by the normal gravity value computed on the
 CS0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0569.degrees latitude (g = 980.6199 gals.).
 CS0569
 CS0569.The modeled gravity was interpolated from observed gravity values.
 CS0569
 CS0569;                    North         East    Units  Estimated Accuracy
 CS0569;SPC TXNC     - 2,060,450.      790,250.      MT  (+/- 180 meters Scaled)
 CS0569
 CS0569                          SUPERSEDED SURVEY CONTROL
 CS0569
 CS0569  NGVD 29 (??/??/92)  107.435  (m)          352.48   (f) ADJ UNCH    2 0
 CS0569
 CS0569.Superseded values are not recommended for survey control.
 CS0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0569.See file dsdata.txt to determine how the superseded data were derived.
 CS0569
 CS0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA373648(NAD 83)
 CS0569_MARKER: DB = BENCH MARK DISK
 CS0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0569_STAMPING: F 397 1947
 CS0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0569+STABILITY: SURFACE MOTION
 CS0569
 CS0569  HISTORY     - Date     Condition        Report By
 CS0569  HISTORY     - 1947     MONUMENTED       CGS
 CS0569
 CS0569                          STATION DESCRIPTION
 CS0569
 CS0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0569'3.4 MI S FROM RICE.
 CS0569'3.4 MILES SOUTH ALONG THE TRACK FROM THE TEXAS AND NEW ORLEANS
 CS0569'RAILROAD STATION AT RICE, AT A DIRT ROAD CROSSING, 14 POLES SOUTH OF
 CS0569'MILE POST NO. 218, 31.5 FEET EAST OF THE EAST RAIL, 31.0 FEET NORTH OF
 CS0569'THE CENTER OF A DIRT ROAD, 7.0 FEET SOUTHEAST OF A TELEPHONE POLE, 3.0
 CS0569'FEET NORTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 5 FEET
 CS0569'BELOW THE TRACK AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2347 ***********************************************************************
 BY2347  DESIGNATION -  F 398
 BY2347  PID         -  BY2347
 BY2347  STATE/COUNTY-  TX/ANDERSON
 BY2347  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2347
 BY2347                         *CURRENT SURVEY CONTROL
 BY2347  ___________________________________________________________________
 BY2347* NAD 83(1986)-  31 41 50.     (N)    095 44 23.     (W)     SCALED    
 BY2347* NAVD 88     -        90.827  (meters)     297.99   (feet)  ADJUSTED  
 BY2347  ___________________________________________________________________
 BY2347  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BY2347  DYNAMIC HT  -          90.716 (meters)     297.62  (feet)  COMP
 BY2347  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 BY2347
 BY2347  VERT ORDER  -  FIRST     CLASS II
 BY2347
 BY2347.The horizontal coordinates were scaled from a topographic map and have
 BY2347.an estimated accuracy of +/- 6 seconds.
 BY2347
 BY2347.The orthometric height was determined by differential leveling
 BY2347.and adjusted by the National Geodetic Survey in June 1991..
 BY2347
 BY2347.The geoid height was determined by GEOID03.
 BY2347
 BY2347.The dynamic height is computed by dividing the NAVD 88
 BY2347.geopotential number by the normal gravity value computed on the
 BY2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2347.degrees latitude (g = 980.6199 gals.).
 BY2347
 BY2347.The modeled gravity was interpolated from observed gravity values.
 BY2347
 BY2347;                    North         East    Units  Estimated Accuracy
 BY2347;SPC TX C     - 3,234,090.    1,135,340.      MT  (+/- 180 meters Scaled)
 BY2347
 BY2347                          SUPERSEDED SURVEY CONTROL
 BY2347
 BY2347  NGVD 29 (??/??/92)   90.794  (m)          297.88   (f) ADJ UNCH    1 2
 BY2347
 BY2347.Superseded values are not recommended for survey control.
 BY2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2347.See file dsdata.txt to determine how the superseded data were derived.
 BY2347
 BY2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR403101(NAD 83)
 BY2347_MARKER: DB = BENCH MARK DISK
 BY2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2347_STAMPING: F 398 1947
 BY2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2347+STABILITY: SURFACE MOTION
 BY2347
 BY2347  HISTORY     - Date     Condition        Report By
 BY2347  HISTORY     - 1947     MONUMENTED       CGS
 BY2347  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2347  HISTORY     - 1980     GOOD             NGS
 BY2347
 BY2347                          STATION DESCRIPTION
 BY2347
 BY2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2347'1.0 MI N FROM TUCKER.
 BY2347'ALONG A GRADED COUNTY ROAD LEADING TO TENNESSEE COLONY, 1.0 MILE NORTH
 BY2347'OF THE MISSOURI PACIFIC RAILROAD STATION SIGNBOARD TUCKER, 0.9 MILE
 BY2347'NORTH OF JUNCTION WITH U.S. HIGHWAY NO. 79, NEAR A FENCE CORNER, 120
 BY2347'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE, 43 FEET EAST
 BY2347'OF THE CENTER OF THE ROAD, 12 FEET SOUTH OF A CORNER FENCE POST, 4
 BY2347'FEET WEST OF A WIRE FENCE, 2 FEET NORTH OF WITNESS POST.
 BY2347
 BY2347                          STATION RECOVERY (1977)
 BY2347
 BY2347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2347'MARK NOT FOUND.
 BY2347
 BY2347                          STATION RECOVERY (1980)
 BY2347
 BY2347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2278 ***********************************************************************
 BY2278  DESIGNATION -  F 399
 BY2278  PID         -  BY2278
 BY2278  STATE/COUNTY-  TX/ANDERSON
 BY2278  USGS QUAD   -  BLACKFOOT (1982)
 BY2278
 BY2278                         *CURRENT SURVEY CONTROL
 BY2278  ___________________________________________________________________
 BY2278* NAD 83(1986)-  31 59 28.     (N)    095 52 05.     (W)     SCALED    
 BY2278* NAVD 88     -        89.523  (meters)     293.71   (feet)  ADJUSTED  
 BY2278  ___________________________________________________________________
 BY2278  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BY2278  DYNAMIC HT  -          89.417 (meters)     293.36  (feet)  COMP
 BY2278  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 BY2278
 BY2278  VERT ORDER  -  SECOND    CLASS 0
 BY2278
 BY2278.The horizontal coordinates were scaled from a topographic map and have
 BY2278.an estimated accuracy of +/- 6 seconds.
 BY2278
 BY2278.The orthometric height was determined by differential leveling
 BY2278.and adjusted by the National Geodetic Survey in June 1991..
 BY2278
 BY2278.The geoid height was determined by GEOID03.
 BY2278
 BY2278.The dynamic height is computed by dividing the NAVD 88
 BY2278.geopotential number by the normal gravity value computed on the
 BY2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2278.degrees latitude (g = 980.6199 gals.).
 BY2278
 BY2278.The modeled gravity was interpolated from observed gravity values.
 BY2278
 BY2278;                    North         East    Units  Estimated Accuracy
 BY2278;SPC TX C     - 3,266,160.    1,121,880.      MT  (+/- 180 meters Scaled)
 BY2278
 BY2278                          SUPERSEDED SURVEY CONTROL
 BY2278
 BY2278  NGVD 29 (??/??/92)   89.517  (m)          293.69   (f) ADJ UNCH    2 0
 BY2278
 BY2278.Superseded values are not recommended for survey control.
 BY2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2278.See file dsdata.txt to determine how the superseded data were derived.
 BY2278
 BY2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR290430(NAD 83)
 BY2278_MARKER: DB = BENCH MARK DISK
 BY2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2278_STAMPING: F 399 1947
 BY2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2278+STABILITY: SURFACE MOTION
 BY2278
 BY2278  HISTORY     - Date     Condition        Report By
 BY2278  HISTORY     - 1947     MONUMENTED       CGS
 BY2278
 BY2278                          STATION DESCRIPTION
 BY2278
 BY2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2278'7.7 MI NE FROM CAYUGA.
 BY2278'ALONG A NARROW OIL ROAD, 1.1 MILES NORTH THENCE 6.6 MILES EAST OF
 BY2278'CAYUGA POST OFFICE, 0.5 MILE NORTHWEST OF A BRIDGE OVER CATFISH CREEK,
 BY2278'OUTSIDE A CURVE IN THE ROAD, 40 FEET NORTH OF THE CENTER OF THE ROAD,
 BY2278'2 FEET EAST OF WITNESS POST, ABOUT 3 FEET ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0142 ***********************************************************************
 AH0142  DESIGNATION -  F 4
 AH0142  PID         -  AH0142
 AH0142  STATE/COUNTY-  TX/SAN PATRICIO
 AH0142  USGS QUAD   -  GREGORY (1975)
 AH0142
 AH0142                         *CURRENT SURVEY CONTROL
 AH0142  ___________________________________________________________________
 AH0142* NAD 83(1986)-  27 56 59.     (N)    097 20 30.     (W)     SCALED    
 AH0142* NAVD 88     -        11.027  (meters)      36.18   (feet)  ADJUSTED  
 AH0142  ___________________________________________________________________
 AH0142  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AH0142  DYNAMIC HT  -          11.010 (meters)      36.12  (feet)  COMP
 AH0142  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 AH0142
 AH0142  VERT ORDER  -  FIRST     CLASS I
 AH0142
 AH0142.The horizontal coordinates were scaled from a topographic map and have
 AH0142.an estimated accuracy of +/- 6 seconds.
 AH0142
 AH0142.The orthometric height was determined by differential leveling
 AH0142.and adjusted by the National Geodetic Survey in December 1997..
 AH0142.WARNING-Repeat measurements at this control monument indicate possible
 AH0142.vertical movement.
 AH0142
 AH0142.The geoid height was determined by GEOID03.
 AH0142
 AH0142.The dynamic height is computed by dividing the NAVD 88
 AH0142.geopotential number by the normal gravity value computed on the
 AH0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0142.degrees latitude (g = 980.6199 gals.).
 AH0142
 AH0142.The modeled gravity was interpolated from observed gravity values.
 AH0142
 AH0142;                    North         East    Units  Estimated Accuracy
 AH0142;SPC TX S     - 5,253,480.      413,990.      MT  (+/- 180 meters Scaled)
 AH0142
 AH0142                          SUPERSEDED SURVEY CONTROL
 AH0142
 AH0142  NAVD 88 (06/15/91)   11.069  (m)           36.32   (f) UNKNOWN     1 1
 AH0142
 AH0142.Superseded values are not recommended for survey control.
 AH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0142.See file dsdata.txt to determine how the superseded data were derived.
 AH0142
 AH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR631927(NAD 83)
 AH0142_MARKER: DB = BENCH MARK DISK
 AH0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0142_STAMPING: TEXAS F 4 1922 36
 AH0142_MARK LOGO: USGS  
 AH0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0142+STABILITY: SURFACE MOTION
 AH0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0142+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0142
 AH0142  HISTORY     - Date     Condition        Report By
 AH0142  HISTORY     - 1922     MONUMENTED       USGS
 AH0142  HISTORY     - 1959     GOOD             NGS
 AH0142  HISTORY     - 1978     GOOD             NGS
 AH0142  HISTORY     - 19950610 GOOD             USPSQD
 AH0142  HISTORY     - 19970203 GOOD             NGS
 AH0142
 AH0142                          STATION DESCRIPTION
 AH0142
 AH0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0142'3.65 MI NW FROM GREGORY.
 AH0142'ABOUT 3.65 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0142'FROM THE STATION AT GREGORY, 40 FEET NORTHEAST OF THE NORTHEAST RAIL,
 AH0142'24 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A PAVED ROAD LEADING
 AH0142'NORTH, 72 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 181, 9
 AH0142'FEET EAST OF A TELEPHONE POLE, 0.8 FEET SOUTHWEST OF A METAL WITNESS
 AH0142'POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF
 AH0142'THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AH0142
 AH0142                          STATION RECOVERY (1978)
 AH0142
 AH0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0142'RECOVERED IN GOOD CONDITION.
 AH0142
 AH0142                          STATION RECOVERY (1995)
 AH0142
 AH0142'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0142'RECOVERED IN GOOD CONDITION.
 AH0142
 AH0142                          STATION RECOVERY (1997)
 AH0142
 AH0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0142'5.9 KM (3.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 361 AND U.S.
 AH0142'HIGHWAY 181 FROM THE POST OFFICE IN GREGORY, 21.1 M (69.2 FT)
 AH0142'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 12.2 M
 AH0142'(40.0 FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 AH0142'8.0 M (26.2 FT) SOUTHEAST OF THE EXTENDED CENTER OF COUNTY ROAD 81,
 AH0142'0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AH0142'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AH0142'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3088 ***********************************************************************
 AW3088  DESIGNATION -  F 40
 AW3088  PID         -  AW3088
 AW3088  STATE/COUNTY-  TX/LIBERTY
 AW3088  USGS QUAD   -  SHILOH (1993)
 AW3088
 AW3088                         *CURRENT SURVEY CONTROL
 AW3088  ___________________________________________________________________
 AW3088* NAD 83(1986)-  29 55 11.     (N)    094 42 00.     (W)     SCALED    
 AW3088* NAVD 88     -         9.54   (+/-2cm)      31.3    (feet)  VERTCON   
 AW3088  ___________________________________________________________________
 AW3088  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW3088
 AW3088  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3088
 AW3088.The horizontal coordinates were scaled from a topographic map and have
 AW3088.an estimated accuracy of +/- 6 seconds.
 AW3088
 AW3088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3088.The vertical order pertains to the NGVD 29 superseded value.
 AW3088
 AW3088.The geoid height was determined by GEOID03.
 AW3088
 AW3088;                    North         East    Units  Estimated Accuracy
 AW3088;SPC TX C     - 3,041,830.    1,243,780.      MT  (+/- 180 meters Scaled)
 AW3088
 AW3088                          SUPERSEDED SURVEY CONTROL
 AW3088
 AW3088  NGVD 29 (??/??/92)    9.547  (m)           31.32   (f) ADJ UNCH    1 2
 AW3088
 AW3088.Superseded values are not recommended for survey control.
 AW3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3088.See file dsdata.txt to determine how the superseded data were derived.
 AW3088
 AW3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP358111(NAD 83)
 AW3088_MARKER: DD = SURVEY DISK
 AW3088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3088_STAMPING: F 40 31.757
 AW3088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3088+STABILITY: SURFACE MOTION
 AW3088
 AW3088  HISTORY     - Date     Condition        Report By
 AW3088  HISTORY     - UNK      MONUMENTED       TXRD
 AW3088  HISTORY     - 1959     GOOD             NGS
 AW3088  HISTORY     - 19890428 MARK NOT FOUND   USPSQD
 AW3088  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 AW3088  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 AW3088
 AW3088                          STATION DESCRIPTION
 AW3088
 AW3088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3088'12.65 MI SE FROM LIBERTY.
 AW3088'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3088'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 11.85 MILES
 AW3088'SOUTHEAST ALONG FARM ROAD 563, 114 1/2 FEET WEST OF THE CENTER LINE OF
 AW3088'THE ROAD, 72 FEET WEST OF THE RIGHT-OF-WAY FENCE, 55 1/2 FEET NORTH OF
 AW3088'A POWER POLE, 3 1/2 FEET WEST OF A 26-INCH OAK TREE, 72 1/2 FEET WEST
 AW3088'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 AW3088'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW3088
 AW3088                          STATION RECOVERY (1989)
 AW3088
 AW3088'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW3088'MARK NOT FOUND.
 AW3088
 AW3088                          STATION RECOVERY (2004)
 AW3088
 AW3088'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3088'MARK NOT FOUND.
 AW3088
 AW3088                          STATION RECOVERY (2005)
 AW3088
 AW3088'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1882 ***********************************************************************
 AN1882  DESIGNATION -  F 40 RESET 1978
 AN1882  PID         -  AN1882
 AN1882  STATE/COUNTY-  TX/REFUGIO
 AN1882  USGS QUAD   -  QUINTANA (1979)
 AN1882
 AN1882                         *CURRENT SURVEY CONTROL
 AN1882  ___________________________________________________________________
 AN1882* NAD 83(1986)-  28 20 11.     (N)    097 14 51.     (W)     SCALED    
 AN1882* NAVD 88     -        14.461  (meters)      47.44   (feet)  ADJUSTED  
 AN1882  ___________________________________________________________________
 AN1882  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN1882  DYNAMIC HT  -          14.439 (meters)      47.37  (feet)  COMP
 AN1882  MODELED GRAV-     979,158.7   (mgal)                       NAVD 88
 AN1882
 AN1882  VERT ORDER  -  FIRST     CLASS I
 AN1882
 AN1882.The horizontal coordinates were scaled from a topographic map and have
 AN1882.an estimated accuracy of +/- 6 seconds.
 AN1882
 AN1882.The orthometric height was determined by differential leveling
 AN1882.and adjusted by the National Geodetic Survey in June 1991..
 AN1882
 AN1882.The geoid height was determined by GEOID03.
 AN1882
 AN1882.The dynamic height is computed by dividing the NAVD 88
 AN1882.geopotential number by the normal gravity value computed on the
 AN1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1882.degrees latitude (g = 980.6199 gals.).
 AN1882
 AN1882.The modeled gravity was interpolated from observed gravity values.
 AN1882
 AN1882;                    North         East    Units  Estimated Accuracy
 AN1882;SPC TXSC     - 4,057,040.      771,840.      MT  (+/- 180 meters Scaled)
 AN1882
 AN1882                          SUPERSEDED SURVEY CONTROL
 AN1882
 AN1882.No superseded survey control is available for this station.
 AN1882
 AN1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS717357(NAD 83)
 AN1882_MARKER: DB = BENCH MARK DISK
 AN1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1882_SP_SET: CONCRETE POST
 AN1882_STAMPING: F 40 1918 ELEV.48.189 FT.
 AN1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1882+STABILITY: SURFACE MOTION
 AN1882
 AN1882  HISTORY     - Date     Condition        Report By
 AN1882  HISTORY     - 1978     MONUMENTED       NGS
 AN1882  HISTORY     - 1978     POOR             NGS
 AN1882  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1882  HISTORY     - 19990724 GOOD             USPSQD
 AN1882
 AN1882                          STATION DESCRIPTION
 AN1882
 AN1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1882'2.6 MI NE FROM REFUGIO.
 AN1882'RECOVERED AS DESCRIBED, MARK WAS FOUND LEANING AND LOOSE IN THE
 AN1882'GROUND.  MARK WAS STRAIGHTENED AND REINFORCED WITH CONCRETE.
 AN1882'A 1973 RECOVERY REPORT BY USGS SAYS THE CONCRETE POST WITH
 AN1882'TABLET WAS FOUND LYING ON GROUND. THE OFFICE CONCLUDED THAT THIS
 AN1882'MARK SHOULD BE CONSIDERED A RESET. 07/15/80 JHT
 AN1882
 AN1882                          STATION RECOVERY (1994)
 AN1882
 AN1882'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1882'MARK NOT FOUND.
 AN1882
 AN1882                          STATION RECOVERY (1999)
 AN1882
 AN1882'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1797 ***********************************************************************
 BY1797  DESIGNATION -  F 401
 BY1797  PID         -  BY1797
 BY1797  STATE/COUNTY-  TX/HOUSTON
 BY1797  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1797
 BY1797                         *CURRENT SURVEY CONTROL
 BY1797  ___________________________________________________________________
 BY1797* NAD 83(1986)-  31 29 02.     (N)    095 41 19.     (W)     SCALED    
 BY1797* NAVD 88     -        81.61   (+/-2cm)     267.7    (feet)  VERTCON   
 BY1797  ___________________________________________________________________
 BY1797  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY1797
 BY1797  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1797
 BY1797.The horizontal coordinates were scaled from a topographic map and have
 BY1797.an estimated accuracy of +/- 6 seconds.
 BY1797
 BY1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1797.The vertical order pertains to the NGVD 29 superseded value.
 BY1797
 BY1797.The geoid height was determined by GEOID03.
 BY1797
 BY1797;                    North         East    Units  Estimated Accuracy
 BY1797;SPC TX C     - 3,210,660.    1,141,170.      MT  (+/- 180 meters Scaled)
 BY1797
 BY1797                          SUPERSEDED SURVEY CONTROL
 BY1797
 BY1797  NGVD 29 (??/??/92)   81.594  (m)          267.70   (f) ADJ UNCH    2 0
 BY1797
 BY1797.Superseded values are not recommended for survey control.
 BY1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1797.See file dsdata.txt to determine how the superseded data were derived.
 BY1797
 BY1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ445863(NAD 83)
 BY1797_MARKER: DB = BENCH MARK DISK
 BY1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1797_STAMPING: F 401 1947
 BY1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1797+STABILITY: SURFACE MOTION
 BY1797
 BY1797  HISTORY     - Date     Condition        Report By
 BY1797  HISTORY     - 1947     MONUMENTED       CGS
 BY1797  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1797
 BY1797                          STATION DESCRIPTION
 BY1797
 BY1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1797'20.8 MI SW FROM ELKHART.
 BY1797'TO REACH FROM THE ELKHART STATE BANK AT ELKHART GO WEST 5.1 MILES
 BY1797'ALONG STATE HIGHWAY NO. 294, THENCE SOUTH 4.6 MILES ALONG A GRADED
 BY1797'DIRT ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE
 BY1797'SOUTHWEST 4.7 MILES ALONG AN ASPHALT ROAD, THENCE SOUTHWEST 1.3 MILES
 BY1797'ALONG A GRADED DIRT ROAD, THENCE WEST 2.2 MILES ALONG A GRADED DIRT
 BY1797'ROAD, THENCE SOUTHEAST 1.8 MILES ALONG A GRADED DIRT ROAD TO SITE OF
 BY1797'MARK, BENCH MARK IS 40.8 FEET NORTH OF AN EIGHTEEN INCH OAK TREE, 30.6
 BY1797'FEET WEST OF A FOURTEEN INCH OAK TREE, 30.0 FEET EAST OF AND ABOUT
 BY1797'LEVEL WITH THE CENTER LINE OF THE ROAD AND 1.0 FOOT NORTH OF A 4X4 IN.
 BY1797'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1797'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY1797
 BY1797                          STATION RECOVERY (1964)
 BY1797
 BY1797'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0477 ***********************************************************************
 BZ0477  DESIGNATION -  F 403
 BZ0477  PID         -  BZ0477
 BZ0477  STATE/COUNTY-  TX/LEON
 BZ0477  USGS QUAD   -  ROBBINS (1982)
 BZ0477
 BZ0477                         *CURRENT SURVEY CONTROL
 BZ0477  ___________________________________________________________________
 BZ0477* NAD 83(1986)-  31 15 17.     (N)    096 07 16.     (W)     SCALED    
 BZ0477* NAVD 88     -       153.76   (+/-2cm)     504.5    (feet)  VERTCON   
 BZ0477  ___________________________________________________________________
 BZ0477  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BZ0477
 BZ0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0477
 BZ0477.The horizontal coordinates were scaled from a topographic map and have
 BZ0477.an estimated accuracy of +/- 6 seconds.
 BZ0477
 BZ0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0477.The vertical order pertains to the NGVD 29 superseded value.
 BZ0477
 BZ0477.The geoid height was determined by GEOID03.
 BZ0477
 BZ0477;                    North         East    Units  Estimated Accuracy
 BZ0477;SPC TX C     - 3,183,640.    1,101,070.      MT  (+/- 180 meters Scaled)
 BZ0477
 BZ0477                          SUPERSEDED SURVEY CONTROL
 BZ0477
 BZ0477  NGVD 29 (??/??/92)  153.725  (m)          504.35   (f) ADJ UNCH    2 0
 BZ0477
 BZ0477.Superseded values are not recommended for survey control.
 BZ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0477.See file dsdata.txt to determine how the superseded data were derived.
 BZ0477
 BZ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV741614(NAD 83)
 BZ0477_MARKER: DB = BENCH MARK DISK
 BZ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0477_STAMPING: F 403 1947
 BZ0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0477+STABILITY: SURFACE MOTION
 BZ0477
 BZ0477  HISTORY     - Date     Condition        Report By
 BZ0477  HISTORY     - 1947     MONUMENTED       CGS
 BZ0477
 BZ0477                          STATION DESCRIPTION
 BZ0477
 BZ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0477'1.5 MI E FROM CONCORD.
 BZ0477'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE CONCORD SCHOOL
 BZ0477'AT CONCORD, ABOUT 200 YARDS SOUTHEAST OF A GROCERY STORE, 91.1 FEET
 BZ0477'WEST OF THE WEST END OF A WIRE GATE, 48.0 FEET SOUTH OF AND ABOUT
 BZ0477'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 34.7 FEET WEST OF A SIXTEEN
 BZ0477'INCH OAK TREE, 1.5 FEET NORTH OF A FENCE AND 1.5 FEET EAST OF A 4 X 4
 BZ0477'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BZ0477'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2192 ***********************************************************************
 BY2192  DESIGNATION -  F 405
 BY2192  PID         -  BY2192
 BY2192  STATE/COUNTY-  TX/LEON
 BY2192  USGS QUAD   -  OAKWOOD (1964)
 BY2192
 BY2192                         *CURRENT SURVEY CONTROL
 BY2192  ___________________________________________________________________
 BY2192* NAD 83(1986)-  31 33 17.     (N)    095 48 51.     (W)     SCALED    
 BY2192* NAVD 88     -        86.99   (+/-2cm)     285.4    (feet)  VERTCON   
 BY2192  ___________________________________________________________________
 BY2192  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BY2192
 BY2192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2192
 BY2192.The horizontal coordinates were scaled from a topographic map and have
 BY2192.an estimated accuracy of +/- 6 seconds.
 BY2192
 BY2192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2192.The vertical order pertains to the NGVD 29 superseded value.
 BY2192
 BY2192.The geoid height was determined by GEOID03.
 BY2192
 BY2192;                    North         East    Units  Estimated Accuracy
 BY2192;SPC TX C     - 3,218,020.    1,128,930.      MT  (+/- 180 meters Scaled)
 BY2192
 BY2192                          SUPERSEDED SURVEY CONTROL
 BY2192
 BY2192  NGVD 29 (??/??/92)   86.964  (m)          285.31   (f) ADJ UNCH    2 0
 BY2192
 BY2192.Superseded values are not recommended for survey control.
 BY2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2192.See file dsdata.txt to determine how the superseded data were derived.
 BY2192
 BY2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ328945(NAD 83)
 BY2192_MARKER: DB = BENCH MARK DISK
 BY2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2192_STAMPING: F 405 1947
 BY2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2192+STABILITY: SURFACE MOTION
 BY2192
 BY2192  HISTORY     - Date     Condition        Report By
 BY2192  HISTORY     - 1947     MONUMENTED       CGS
 BY2192  HISTORY     - 1965     GOOD             USGS
 BY2192
 BY2192                          STATION DESCRIPTION
 BY2192
 BY2192'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BY2192'3.5 MI SE FROM OAKWOOD.
 BY2192'TO REACH FROM THE JUNCTION OF FARM ROAD 542 AND US HIGHWAY 79 IN
 BY2192'OAKWOOD, GO SOUTHEAST ALONG FARM ROAD 542 FOR 3.0 MILES, IS 0.1 MILE
 BY2192'NORTHWEST OF THE TOP OF A HILL AND IS 0.35 MILES NORTHWEST OF THE
 BY2192'CONCORD CHURCH AND IS THE END OF TRUCK TRAVEL, PROCEED ON FOOT ABOUT
 BY2192'200 YARDS NORTHEAST TO A T-FENCE NORTHEAST AND THE NORTHWEST CORNER OF
 BY2192'A CLEARED FIELD.  BENCH MARK IS 138.6 FEET NORTHEAST OF FENCE CORNER,
 BY2192'107 FEET NORTHEAST OF FENCE NORTHWEST, 84 FEET NORTHWEST OF FENCE
 BY2192'NORTHEAST 16.6 FEET NORTHWEST OF A 14 INCH OAK, 58.3 FEET EAST OF AN
 BY2192'18 INCH SWEET GUM, 23 FEET EAST OF AN OLD ROADBED, AND ON FOOT SOUTH
 BY2192'OF A 4X4 WITNESS POST, A STANDARD TABLET IN A CONCRETE POST PROJECTING
 BY2192'ONE INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2158 ***********************************************************************
 BY2158  DESIGNATION -  F 406
 BY2158  PID         -  BY2158
 BY2158  STATE/COUNTY-  TX/ANDERSON
 BY2158  USGS QUAD   -  ELKHART CREEK (1982)
 BY2158
 BY2158                         *CURRENT SURVEY CONTROL
 BY2158  ___________________________________________________________________
 BY2158* NAD 83(1986)-  31 37 07.     (N)    095 36 07.     (W)     SCALED    
 BY2158* NAVD 88     -       113.433  (meters)     372.15   (feet)  ADJUSTED  
 BY2158  ___________________________________________________________________
 BY2158  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY2158  DYNAMIC HT  -         113.293 (meters)     371.70  (feet)  COMP
 BY2158  MODELED GRAV-     979,407.3   (mgal)                       NAVD 88
 BY2158
 BY2158  VERT ORDER  -  FIRST     CLASS II
 BY2158
 BY2158.The horizontal coordinates were scaled from a topographic map and have
 BY2158.an estimated accuracy of +/- 6 seconds.
 BY2158
 BY2158.The orthometric height was determined by differential leveling
 BY2158.and adjusted by the National Geodetic Survey in June 1991..
 BY2158
 BY2158.The geoid height was determined by GEOID03.
 BY2158
 BY2158.The dynamic height is computed by dividing the NAVD 88
 BY2158.geopotential number by the normal gravity value computed on the
 BY2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2158.degrees latitude (g = 980.6199 gals.).
 BY2158
 BY2158.The modeled gravity was interpolated from observed gravity values.
 BY2158
 BY2158;                    North         East    Units  Estimated Accuracy
 BY2158;SPC TX C     - 3,225,930.    1,148,760.      MT  (+/- 180 meters Scaled)
 BY2158
 BY2158                          SUPERSEDED SURVEY CONTROL
 BY2158
 BY2158  NGVD 29 (??/??/92)  113.416  (m)          372.10   (f) ADJ UNCH    1 2
 BY2158
 BY2158.Superseded values are not recommended for survey control.
 BY2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2158.See file dsdata.txt to determine how the superseded data were derived.
 BY2158
 BY2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR531011(NAD 83)
 BY2158_MARKER: DB = BENCH MARK DISK
 BY2158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY2158_SP_SET: CULVERT
 BY2158_STAMPING: F 406 1947
 BY2158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2158
 BY2158  HISTORY     - Date     Condition        Report By
 BY2158  HISTORY     - 1947     MONUMENTED       CGS
 BY2158  HISTORY     - 1960     GOOD             NGS
 BY2158  HISTORY     - 1980     GOOD             NGS
 BY2158  HISTORY     - 1990     GOOD             USPSQD
 BY2158
 BY2158                          STATION DESCRIPTION
 BY2158
 BY2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2158'1.55 MI W FROM ELKHART.
 BY2158'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 294 FROM THE MISSOURI
 BY2158'PACIFIC RAILROAD STATION AT ELKHART, 0.2 MILE WEST OF A DIRT ROAD
 BY2158'INTERSECTION, 0.25 MILE EAST OF A CURVE IN THE HIGHWAY, 22 FEET SOUTH
 BY2158'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF
 BY2158'THE SOUTH CONCRETE HEADWALL OF A TRIPLE CHANNEL CULVERT, AND ABOUT 1
 BY2158'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BY2158
 BY2158                          STATION RECOVERY (1980)
 BY2158
 BY2158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2158'2.5 KM. (1.55 MI.) WEST ALONG STATE HIGHWAY 294 FROM THE CROSSING OF
 BY2158'THE MISSOURI PACIFIC RAILROAD IN ELKHART, 0.4 KM. (0.25 MI.) EAST OF A
 BY2158'HIGHWAY CURVE, IN TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL
 BY2158'OF THE TRIPLE-CHANNEL CULVERT, 6.7 M. (22.0 FT.) SOUTH OF THE
 BY2158'CENTERLINE OF THE HIGHWAY, 62.8 M. (206 FT.) EAST-SOUTHEAST OF BENCH
 BY2158'MARK G 1297.
 BY2158'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BY2158
 BY2158                          STATION RECOVERY (1990)
 BY2158
 BY2158'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2208 ***********************************************************************
 BY2208  DESIGNATION -  F 407
 BY2208  PID         -  BY2208
 BY2208  STATE/COUNTY-  TX/HOUSTON
 BY2208  USGS QUAD   -  INDIAN LAKE (1982)
 BY2208
 BY2208                         *CURRENT SURVEY CONTROL
 BY2208  ___________________________________________________________________
 BY2208* NAD 83(1986)-  31 31 18.     (N)    095 40 06.     (W)     SCALED    
 BY2208* NAVD 88     -        88.46   (+/-2cm)     290.2    (feet)  VERTCON   
 BY2208  ___________________________________________________________________
 BY2208  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BY2208
 BY2208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2208
 BY2208.The horizontal coordinates were scaled from a topographic map and have
 BY2208.an estimated accuracy of +/- 6 seconds.
 BY2208
 BY2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2208.The vertical order pertains to the NGVD 29 superseded value.
 BY2208
 BY2208.The geoid height was determined by GEOID03.
 BY2208
 BY2208;                    North         East    Units  Estimated Accuracy
 BY2208;SPC TX C     - 3,214,930.    1,142,920.      MT  (+/- 180 meters Scaled)
 BY2208
 BY2208                          SUPERSEDED SURVEY CONTROL
 BY2208
 BY2208  NGVD 29 (??/??/92)   88.447  (m)          290.18   (f) ADJ UNCH    2 0
 BY2208
 BY2208.Superseded values are not recommended for survey control.
 BY2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2208.See file dsdata.txt to determine how the superseded data were derived.
 BY2208
 BY2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ466905(NAD 83)
 BY2208_MARKER: DB = BENCH MARK DISK
 BY2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2208_STAMPING: F 407 1947
 BY2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2208+STABILITY: SURFACE MOTION
 BY2208
 BY2208  HISTORY     - Date     Condition        Report By
 BY2208  HISTORY     - 1947     MONUMENTED       CGS
 BY2208  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2208
 BY2208                          STATION DESCRIPTION
 BY2208
 BY2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2208'13.2 MI W FROM GRAPELAND.
 BY2208'TO REACH FROM THE GRAPELAND HIGH SCHOOL AT GRAPELAND GO WEST 1 BLOCK
 BY2208'ALONG A GRAVELED ROAD, THENCE NORTH 1.1 MILES ALONG A GRADED DIRT
 BY2208'ROAD, THENCE WESTERLY 12.1 MILES ALONG A GRADED DIRT ROAD TO SITE OF
 BY2208'MARK, BENCH MARK IS 64.0 FEET SOUTHEAST OF AN EIGHTEEN INCH OAK TREE,
 BY2208'27.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BY2208'3.0 FEET NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER
 BY2208'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY2208'WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY2208
 BY2208                          STATION RECOVERY (1977)
 BY2208
 BY2208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0664 ***********************************************************************
 CS0664  DESIGNATION -  F 408
 CS0664  PID         -  CS0664
 CS0664  STATE/COUNTY-  TX/NAVARRO
 CS0664  USGS QUAD   -  CORSICANA (1978)
 CS0664
 CS0664                         *CURRENT SURVEY CONTROL
 CS0664  ___________________________________________________________________
 CS0664* NAD 83(1986)-  32 01 49.     (N)    096 23 44.     (W)     SCALED    
 CS0664* NAVD 88     -       134.595  (meters)     441.58   (feet)  ADJUSTED  
 CS0664  ___________________________________________________________________
 CS0664  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0664  DYNAMIC HT  -         134.437 (meters)     441.07  (feet)  COMP
 CS0664  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 CS0664
 CS0664  VERT ORDER  -  SECOND    CLASS 0
 CS0664
 CS0664.This mark is at C David Campbell Fld-Corsicana Muni (CRS Airport (CRS)
 CS0664
 CS0664.The horizontal coordinates were scaled from a topographic map and have
 CS0664.an estimated accuracy of +/- 6 seconds.
 CS0664
 CS0664.The orthometric height was determined by differential leveling
 CS0664.and adjusted by the National Geodetic Survey in June 1991..
 CS0664
 CS0664.The geoid height was determined by GEOID03.
 CS0664
 CS0664.The dynamic height is computed by dividing the NAVD 88
 CS0664.geopotential number by the normal gravity value computed on the
 CS0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0664.degrees latitude (g = 980.6199 gals.).
 CS0664
 CS0664.The modeled gravity was interpolated from observed gravity values.
 CS0664
 CS0664;                    North         East    Units  Estimated Accuracy
 CS0664;SPC TXNC     - 2,042,310.      798,780.      MT  (+/- 180 meters Scaled)
 CS0664
 CS0664                          SUPERSEDED SURVEY CONTROL
 CS0664
 CS0664  NGVD 29 (??/??/92)  134.586  (m)          441.55   (f) ADJ UNCH    2 0
 CS0664
 CS0664.Superseded values are not recommended for survey control.
 CS0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0664.See file dsdata.txt to determine how the superseded data were derived.
 CS0664
 CS0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA459467(NAD 83)
 CS0664_MARKER: DB = BENCH MARK DISK
 CS0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0664+STABILITY: SURFACE MOTION
 CS0664
 CS0664  HISTORY     - Date     Condition        Report By
 CS0664  HISTORY     - UNK      MONUMENTED       CGS
 CS0664  HISTORY     - 1965     GOOD             USGS
 CS0664  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0664
 CS0664                          STATION DESCRIPTION
 CS0664
 CS0664'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CS0664'5.9 MI SE FROM CORSICANA.
 CS0664'CORSICANA, 5.1 MILES SE OF ALONG US HWY 287.  THENCE RIGHT ALONG A
 CS0664'CONCRETE ROAD FOR 0.8 MILES TO THE ABANDONED ENTRANCE TO THE AIRFIELD
 CS0664'MARKED BY 2 LARGE CONCR. PILLARS TO THE RIGHT OF THE ROAD.  87.5 FT.
 CS0664'WEST FROM A POINT MIDWAY BETWEEN THESE TWO PILLARS AND SET IN THE TOP
 CS0664'OF A CONCR. POST PROJECTING 0.1 FT. ETC.
 CS0664
 CS0664                          STATION RECOVERY (2002)
 CS0664
 CS0664'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 CS0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0644 ***********************************************************************
 CS0644  DESIGNATION -  F 409
 CS0644  PID         -  CS0644
 CS0644  STATE/COUNTY-  TX/NAVARRO
 CS0644  USGS QUAD   -  POWELL (1959)
 CS0644
 CS0644                         *CURRENT SURVEY CONTROL
 CS0644  ___________________________________________________________________
 CS0644* NAD 83(1986)-  32 00 08.     (N)    096 15 13.     (W)     SCALED    
 CS0644* NAVD 88     -       107.285  (meters)     351.98   (feet)  ADJUSTED  
 CS0644  ___________________________________________________________________
 CS0644  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0644  DYNAMIC HT  -         107.159 (meters)     351.57  (feet)  COMP
 CS0644  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 CS0644
 CS0644  VERT ORDER  -  SECOND    CLASS 0
 CS0644
 CS0644.The horizontal coordinates were scaled from a topographic map and have
 CS0644.an estimated accuracy of +/- 6 seconds.
 CS0644
 CS0644.The orthometric height was determined by differential leveling
 CS0644.and adjusted by the National Geodetic Survey in June 1991..
 CS0644
 CS0644.The geoid height was determined by GEOID03.
 CS0644
 CS0644.The dynamic height is computed by dividing the NAVD 88
 CS0644.geopotential number by the normal gravity value computed on the
 CS0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0644.degrees latitude (g = 980.6199 gals.).
 CS0644
 CS0644.The modeled gravity was interpolated from observed gravity values.
 CS0644
 CS0644;                    North         East    Units  Estimated Accuracy
 CS0644;SPC TXNC     - 2,039,480.      812,260.      MT  (+/- 180 meters Scaled)
 CS0644
 CS0644                          SUPERSEDED SURVEY CONTROL
 CS0644
 CS0644  NGVD 29 (??/??/92)  107.28   (m)          352.0    (f) COMPUTED    2 0
 CS0644
 CS0644.Superseded values are not recommended for survey control.
 CS0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0644.See file dsdata.txt to determine how the superseded data were derived.
 CS0644
 CS0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA594439(NAD 83)
 CS0644_MARKER: DB = BENCH MARK DISK
 CS0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0644_SP_SET: CULVERT
 CS0644_STAMPING: F 409 1947
 CS0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0644
 CS0644  HISTORY     - Date     Condition        Report By
 CS0644  HISTORY     - 1947     MONUMENTED       CGS
 CS0644
 CS0644                          STATION DESCRIPTION
 CS0644
 CS0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0644'16.8 MI W FROM CAYUGA.
 CS0644'16.8 MILES WEST ALONG U.S. HIGHWAY NO. 287 FROM THE POST OFFICE AT
 CS0644'CAYUGA, 2.65 MILES EAST OF THE POST OFFICE AT EUREKA, 200.0 FEET
 CS0644'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM DON CHANDLERS STORE, 75.0
 CS0644'FEET WEST OF THE INTERSECTION OF THE CENTER-LINES OF A DIRT CROSS ROAD
 CS0644'AND THE HIGHWAY, 15.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY, SET IN
 CS0644'TOP OF THE EAST END OF THE SOUTH HEAD-WALL OF A 3X6 FOOT DOUBLE
 CS0644'PASSAGE CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT 1 FOOT ABOVE THE
 CS0644'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0645 ***********************************************************************
 CS0645  DESIGNATION -  F 409 RESET 1962
 CS0645  PID         -  CS0645
 CS0645  STATE/COUNTY-  TX/NAVARRO
 CS0645  USGS QUAD   -  POWELL (1959)
 CS0645
 CS0645                         *CURRENT SURVEY CONTROL
 CS0645  ___________________________________________________________________
 CS0645* NAD 83(1986)-  32 00 08.     (N)    096 15 13.     (W)     SCALED    
 CS0645* NAVD 88     -       106.73   (+/-2cm)     350.2    (feet)  VERTCON   
 CS0645  ___________________________________________________________________
 CS0645  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0645
 CS0645  VERT ORDER  -  THIRD (See Below)
 CS0645
 CS0645.The horizontal coordinates were scaled from a topographic map and have
 CS0645.an estimated accuracy of +/- 6 seconds.
 CS0645
 CS0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0645.The vertical order pertains to the NGVD 29 superseded value.
 CS0645
 CS0645.The geoid height was determined by GEOID03.
 CS0645
 CS0645;                    North         East    Units  Estimated Accuracy
 CS0645;SPC TXNC     - 2,039,480.      812,260.      MT  (+/- 180 meters Scaled)
 CS0645
 CS0645                          SUPERSEDED SURVEY CONTROL
 CS0645
 CS0645  NGVD 29 (??/??/??)  106.73   (m)          350.2    (f) RESET       3  
 CS0645
 CS0645.Superseded values are not recommended for survey control.
 CS0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0645.See file dsdata.txt to determine how the superseded data were derived.
 CS0645
 CS0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA594439(NAD 83)
 CS0645_MARKER: DB = BENCH MARK DISK
 CS0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0645_STAMPING: F 409 RESET 1962
 CS0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0645+STABILITY: SURFACE MOTION
 CS0645
 CS0645  HISTORY     - Date     Condition        Report By
 CS0645  HISTORY     - 1962     MONUMENTED       CGS
 CS0645  HISTORY     - 20020824 POOR             USPSQD
 CS0645
 CS0645                          STATION DESCRIPTION
 CS0645
 CS0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CS0645'13.6 MI SE FROM CORSICANA.
 CS0645'ABOUT 13.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE JUNCTION
 CS0645'OF U.S. HIGHWAYS 75 AND 287 AT CORSICANA, NAVARRO COUNTY.  ABOUT 7.65
 CS0645'MILES EAST ALONG U.S. HIGHWAY 287 FROM THE MILFORD HIGH SCHOOL, ABOUT
 CS0645'300 FEET SOUTHEAST OF THE C. F. DUBOSE GROCERY STORE, 175 FEET WEST OF
 CS0645'THE CENTER OF A GRAVEL ROAD, 118 FEET SOUTH OF THE CENTER LINE OF
 CS0645'HIGHWAY 287, 99 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE, AND 1
 CS0645'FOOT EAST OF A METAL WITNESS POST.  IT IS AT THE NORTH SIDE OF AN
 CS0645'ORCHARD, AND ON LAND OWNED BY MR. DUBOSE.  A STANDARD DISK STAMPED F
 CS0645'409 RESET 1962, SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 6
 CS0645'INCHES.
 CS0645
 CS0645                          STATION RECOVERY (2002)
 CS0645
 CS0645'RECOVERY NOTE BY US POWER SQUADRON 2002 (KL)
 CS0645'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0336 ***********************************************************************
 BZ0336  DESIGNATION -  F 410
 BZ0336  PID         -  BZ0336
 BZ0336  STATE/COUNTY-  TX/FREESTONE
 BZ0336  USGS QUAD   -  YOUNG (1982)
 BZ0336
 BZ0336                         *CURRENT SURVEY CONTROL
 BZ0336  ___________________________________________________________________
 BZ0336* NAD 83(1986)-  31 49 45.     (N)    096 01 43.     (W)     SCALED    
 BZ0336* NAVD 88     -        97.233  (meters)     319.01   (feet)  ADJUSTED  
 BZ0336  ___________________________________________________________________
 BZ0336  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BZ0336  DYNAMIC HT  -          97.117 (meters)     318.62  (feet)  COMP
 BZ0336  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 BZ0336
 BZ0336  VERT ORDER  -  SECOND    CLASS 0
 BZ0336
 BZ0336.The horizontal coordinates were scaled from a topographic map and have
 BZ0336.an estimated accuracy of +/- 6 seconds.
 BZ0336
 BZ0336.The orthometric height was determined by differential leveling
 BZ0336.and adjusted by the National Geodetic Survey in June 1991..
 BZ0336
 BZ0336.The geoid height was determined by GEOID03.
 BZ0336
 BZ0336.The dynamic height is computed by dividing the NAVD 88
 BZ0336.geopotential number by the normal gravity value computed on the
 BZ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0336.degrees latitude (g = 980.6199 gals.).
 BZ0336
 BZ0336.The modeled gravity was interpolated from observed gravity values.
 BZ0336
 BZ0336;                    North         East    Units  Estimated Accuracy
 BZ0336;SPC TX C     - 3,247,620.    1,107,410.      MT  (+/- 180 meters Scaled)
 BZ0336
 BZ0336                          SUPERSEDED SURVEY CONTROL
 BZ0336
 BZ0336  NGVD 29 (??/??/92)   97.223  (m)          318.97   (f) ADJ UNCH    2 0
 BZ0336
 BZ0336.Superseded values are not recommended for survey control.
 BZ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0336.See file dsdata.txt to determine how the superseded data were derived.
 BZ0336
 BZ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA812253(NAD 83)
 BZ0336_MARKER: DB = BENCH MARK DISK
 BZ0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0336_STAMPING: F 410 1947
 BZ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0336+STABILITY: SURFACE MOTION
 BZ0336
 BZ0336  HISTORY     - Date     Condition        Report By
 BZ0336  HISTORY     - 1947     MONUMENTED       CGS
 BZ0336
 BZ0336                          STATION DESCRIPTION
 BZ0336
 BZ0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0336'4.0 MI SE FROM YOUNG.
 BZ0336'1.9 MILE SOUTH ALONG A DIRT ROAD AND 2.1 MILES EAST ALONG THE COOK
 BZ0336'LAKE ROAD FROM THE GENERAL STORE AT YOUNG, AT THE JUNCTION OF A
 BZ0336'PRIVATE ROAD WHICH LEADS NORTHEAST FROM THE OUTSIDE OF A RIGHT ANGLE
 BZ0336'TURN TO THE SOUTH IN THE MAIN ROAD, 50.0 FEET WEST OF THE CENTER OF
 BZ0336'THE Y FORMED BY THE ROAD INTERSECTION, 18.0 FEET NORTH OF THE CENTER
 BZ0336'OF THE MAIN ROAD, 16.0 FEET SOUTHWEST OF THE CENTER OF THE CENTER TREE
 BZ0336'OF A GROUP OF THREE LARGE TREES (TWO 2 1/2-FOOT OAK TREES AND ONE
 BZ0336'2-FOOT HICKORY TREE), 2.5 FEET NORTHEAST OF A REFERENCE POST, SET IN A
 BZ0336'CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0595 ***********************************************************************
 CS0595  DESIGNATION -  F 411
 CS0595  PID         -  CS0595
 CS0595  STATE/COUNTY-  TX/NAVARRO
 CS0595  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0595
 CS0595                         *CURRENT SURVEY CONTROL
 CS0595  ___________________________________________________________________
 CS0595* NAD 83(1986)-  32 03 23.     (N)    096 04 09.     (W)     SCALED    
 CS0595* NAVD 88     -        80.339  (meters)     263.58   (feet)  ADJUSTED  
 CS0595  ___________________________________________________________________
 CS0595  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0595  DYNAMIC HT  -          80.245 (meters)     263.27  (feet)  COMP
 CS0595  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 CS0595
 CS0595  VERT ORDER  -  SECOND    CLASS 0
 CS0595
 CS0595.The horizontal coordinates were scaled from a topographic map and have
 CS0595.an estimated accuracy of +/- 6 seconds.
 CS0595
 CS0595.The orthometric height was determined by differential leveling
 CS0595.and adjusted by the National Geodetic Survey in June 1991..
 CS0595
 CS0595.The geoid height was determined by GEOID03.
 CS0595
 CS0595.The dynamic height is computed by dividing the NAVD 88
 CS0595.geopotential number by the normal gravity value computed on the
 CS0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0595.degrees latitude (g = 980.6199 gals.).
 CS0595
 CS0595.The modeled gravity was interpolated from observed gravity values.
 CS0595
 CS0595;                    North         East    Units  Estimated Accuracy
 CS0595;SPC TXNC     - 2,045,870.      829,540.      MT  (+/- 180 meters Scaled)
 CS0595
 CS0595                          SUPERSEDED SURVEY CONTROL
 CS0595
 CS0595  NGVD 29 (??/??/92)   80.344  (m)          263.60   (f) ADJ UNCH    2 0
 CS0595
 CS0595.Superseded values are not recommended for survey control.
 CS0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0595.See file dsdata.txt to determine how the superseded data were derived.
 CS0595
 CS0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA767504(NAD 83)
 CS0595_MARKER: DB = BENCH MARK DISK
 CS0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0595_STAMPING: F 411 1947
 CS0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0595+STABILITY: SURFACE MOTION
 CS0595
 CS0595  HISTORY     - Date     Condition        Report By
 CS0595  HISTORY     - 1947     MONUMENTED       CGS
 CS0595  HISTORY     - 1958     GOOD             USGS
 CS0595
 CS0595                          STATION DESCRIPTION
 CS0595
 CS0595'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0595'7 MI S FROM TRINIDAD.
 CS0595'1.1 MI. EAST ALONG AN OILED ROAD FROM THE MAIN GATE OF THE TEXAS POWER
 CS0595'AND LIGHT COMPANY PLANT TO THE JCT. OF A N-S ROAD, THENCE SOUTH AND
 CS0595'EAST FOR 3.1 MI., OVER AN IRON BRIDGE OVER CEDAR CREEK, TO THE TOP OF
 CS0595'A LEVEE, THENCE 1.9 MI. SOUTH ALONG THE TOP OF THE LEVEE TO A DIRT
 CS0595'RAMP LEADING EAST OFF THE LEVEE, THENCE 0.9 MI. SOUTHEAST ALONG A DIRT
 CS0595'ROAD TO A CORRAL.  AT THE CENTER OF THE SOUTH SIDE OF THE CORRAL, 3
 CS0595'FEET WEST OF A GATE POST, IN THE TOP OF A CONCRETE POST, A STD TABLET
 CS0595'STAMPED F 411 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1051 ***********************************************************************
 BL1051  DESIGNATION -  F 412
 BL1051  PID         -  BL1051
 BL1051  STATE/COUNTY-  TX/SAN JACINTO
 BL1051  USGS QUAD   -  COLDSPRING (1997)
 BL1051
 BL1051                         *CURRENT SURVEY CONTROL
 BL1051  ___________________________________________________________________
 BL1051* NAD 83(1986)-  30 34 02.     (N)    095 10 28.     (W)     SCALED    
 BL1051* NAVD 88     -        71.03   (+/-2cm)     233.0    (feet)  VERTCON   
 BL1051  ___________________________________________________________________
 BL1051  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1051
 BL1051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1051
 BL1051.The horizontal coordinates were scaled from a topographic map and have
 BL1051.an estimated accuracy of +/- 6 seconds.
 BL1051
 BL1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1051.The vertical order pertains to the NGVD 29 superseded value.
 BL1051
 BL1051.The geoid height was determined by GEOID03.
 BL1051
 BL1051;                    North         East    Units  Estimated Accuracy
 BL1051;SPC TX C     - 3,111,300.    1,194,690.      MT  (+/- 180 meters Scaled)
 BL1051
 BL1051                          SUPERSEDED SURVEY CONTROL
 BL1051
 BL1051  NGVD 29 (??/??/92)   71.036  (m)          233.06   (f) ADJ UNCH    2 0
 BL1051
 BL1051.Superseded values are not recommended for survey control.
 BL1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1051.See file dsdata.txt to determine how the superseded data were derived.
 BL1051
 BL1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP914836(NAD 83)
 BL1051_MARKER: DB = BENCH MARK DISK
 BL1051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1051_SP_SET: CULVERT
 BL1051_STAMPING: F 412 1947
 BL1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1051
 BL1051  HISTORY     - Date     Condition        Report By
 BL1051  HISTORY     - 1947     MONUMENTED       CGS
 BL1051
 BL1051                          STATION DESCRIPTION
 BL1051
 BL1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1051'3.8 MI E FROM EVERGREEN.
 BL1051'3.8 MILES EAST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1051'EVERGREEN, 3.8 MILES SOUTHWEST OF COLDSPRING, 19.6 FEET SOUTH OF AND
 BL1051'1.5 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 BL1051'THE WEST END OF THE SOUTH HEADWALL OF A 4X4 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1970 ***********************************************************************
 BY1970  DESIGNATION -  F 414
 BY1970  PID         -  BY1970
 BY1970  STATE/COUNTY-  TX/HOUSTON
 BY1970  USGS QUAD   -  PEARSONS CHAPEL (1964)
 BY1970
 BY1970                         *CURRENT SURVEY CONTROL
 BY1970  ___________________________________________________________________
 BY1970* NAD 83(1986)-  31 09 24.     (N)    095 34 29.     (W)     SCALED    
 BY1970* NAVD 88     -        81.11   (+/-2cm)     266.1    (feet)  VERTCON   
 BY1970  ___________________________________________________________________
 BY1970  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY1970
 BY1970  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1970
 BY1970.The horizontal coordinates were scaled from a topographic map and have
 BY1970.an estimated accuracy of +/- 6 seconds.
 BY1970
 BY1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1970.The vertical order pertains to the NGVD 29 superseded value.
 BY1970
 BY1970.The geoid height was determined by GEOID03.
 BY1970
 BY1970;                    North         East    Units  Estimated Accuracy
 BY1970;SPC TX C     - 3,174,880.    1,153,530.      MT  (+/- 180 meters Scaled)
 BY1970
 BY1970                          SUPERSEDED SURVEY CONTROL
 BY1970
 BY1970  NGVD 29 (??/??/92)   81.117  (m)          266.13   (f) ADJ UNCH    2 0
 BY1970
 BY1970.Superseded values are not recommended for survey control.
 BY1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1970.See file dsdata.txt to determine how the superseded data were derived.
 BY1970
 BY1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ545498(NAD 83)
 BY1970_MARKER: DB = BENCH MARK DISK
 BY1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1970_STAMPING: F 414 1947
 BY1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1970+STABILITY: SURFACE MOTION
 BY1970
 BY1970  HISTORY     - Date     Condition        Report By
 BY1970  HISTORY     - 1947     MONUMENTED       CGS
 BY1970
 BY1970                          STATION DESCRIPTION
 BY1970
 BY1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1970'2.1 MI W FROM POST OAK.
 BY1970'2.1 MILES WEST ALONG A DIRT ROAD FROM PEARSONS CHAPEL SCHOOL AT POST
 BY1970'OAK, ON THE EAST SLOPE OF A HILL AND 0.2 MILE WEST OF A WOODEN BRIDGE
 BY1970'OVER A CREEK, 85.0 FEET WEST OF THE CENTER OF A PRIVATE ROAD LEADING
 BY1970'SOUTH TO A FARM HOUSE, 76.0 FEET WEST OF A FENCE CORNER POST, 2.0 FEET
 BY1970'EAST OF A REFERENCE POST, 1.5 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 BY1970'FENCE, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND
 BY1970'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1840 ***********************************************************************
 BY1840  DESIGNATION -  F 415
 BY1840  PID         -  BY1840
 BY1840  STATE/COUNTY-  TX/LEON
 BY1840  USGS QUAD   -  EUNICE (1964)
 BY1840
 BY1840                         *CURRENT SURVEY CONTROL
 BY1840  ___________________________________________________________________
 BY1840* NAD 83(1986)-  31 19 31.     (N)    095 48 13.     (W)     SCALED    
 BY1840* NAVD 88     -        97.27   (+/-2cm)     319.1    (feet)  VERTCON   
 BY1840  ___________________________________________________________________
 BY1840  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY1840
 BY1840  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1840
 BY1840.The horizontal coordinates were scaled from a topographic map and have
 BY1840.an estimated accuracy of +/- 6 seconds.
 BY1840
 BY1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1840.The vertical order pertains to the NGVD 29 superseded value.
 BY1840
 BY1840.The geoid height was determined by GEOID03.
 BY1840
 BY1840;                    North         East    Units  Estimated Accuracy
 BY1840;SPC TX C     - 3,192,640.    1,130,970.      MT  (+/- 180 meters Scaled)
 BY1840
 BY1840                          SUPERSEDED SURVEY CONTROL
 BY1840
 BY1840  NGVD 29 (??/??/92)   97.252  (m)          319.07   (f) ADJ UNCH    2 0
 BY1840
 BY1840.Superseded values are not recommended for survey control.
 BY1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1840.See file dsdata.txt to determine how the superseded data were derived.
 BY1840
 BY1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ332690(NAD 83)
 BY1840_MARKER: DB = BENCH MARK DISK
 BY1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1840_STAMPING: F 415 1947
 BY1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1840+STABILITY: SURFACE MOTION
 BY1840
 BY1840  HISTORY     - Date     Condition        Report By
 BY1840  HISTORY     - 1947     MONUMENTED       CGS
 BY1840
 BY1840                          STATION DESCRIPTION
 BY1840
 BY1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1840'11.9 MI E FROM CENTERVILLE.
 BY1840'ABOUT 11.9 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1840'CENTERVILLE, 114.3 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE
 BY1840'WEST END OF A BOARD GATE, 53.0 FEET NORTH OF AND ABOUT LEVEL WITH THE
 BY1840'CENTER LINE OF THE HIGHWAY, 26.4 FEET EAST OF THE SOUTHEAST CORNER OF
 BY1840'A SMALL FRAME BUILDING, 4.0 FEET WEST OF A FENCE CORNER, 1.0 FOOT
 BY1840'SOUTHWEST OF A FENCE AND 1.0 FOOT SOUTHEAST OF A 4 X 4 IN. MARKER
 BY1840'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY1840'WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0450 ***********************************************************************
 BZ0450  DESIGNATION -  F 416
 BZ0450  PID         -  BZ0450
 BZ0450  STATE/COUNTY-  TX/LEON
 BZ0450  USGS QUAD   -  BUFFALO (1982)
 BZ0450
 BZ0450                         *CURRENT SURVEY CONTROL
 BZ0450  ___________________________________________________________________
 BZ0450* NAD 83(1986)-  31 25 58.     (N)    096 01 42.     (W)     SCALED    
 BZ0450* NAVD 88     -       110.22   (+/-2cm)     361.6    (feet)  VERTCON   
 BZ0450  ___________________________________________________________________
 BZ0450  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BZ0450
 BZ0450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0450
 BZ0450.The horizontal coordinates were scaled from a topographic map and have
 BZ0450.an estimated accuracy of +/- 6 seconds.
 BZ0450
 BZ0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0450.The vertical order pertains to the NGVD 29 superseded value.
 BZ0450
 BZ0450.The geoid height was determined by GEOID03.
 BZ0450
 BZ0450;                    North         East    Units  Estimated Accuracy
 BZ0450;SPC TX C     - 3,203,700.    1,109,140.      MT  (+/- 180 meters Scaled)
 BZ0450
 BZ0450                          SUPERSEDED SURVEY CONTROL
 BZ0450
 BZ0450  NGVD 29 (??/??/92)  110.196  (m)          361.53   (f) ADJ UNCH    2 0
 BZ0450
 BZ0450.Superseded values are not recommended for survey control.
 BZ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0450.See file dsdata.txt to determine how the superseded data were derived.
 BZ0450
 BZ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV824813(NAD 83)
 BZ0450_MARKER: DB = BENCH MARK DISK
 BZ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0450_STAMPING: F 416 1947
 BZ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0450+STABILITY: SURFACE MOTION
 BZ0450
 BZ0450  HISTORY     - Date     Condition        Report By
 BZ0450  HISTORY     - 1947     MONUMENTED       CGS
 BZ0450
 BZ0450                          STATION DESCRIPTION
 BZ0450
 BZ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0450'3.5 MI SE FROM BUFFALO.
 BZ0450'TO REACH FROM THE POST OFFICE AT BUFFALO GO SOUTHWEST 0.4 MILE ALONG
 BZ0450'U.S. HIGHWAY NO.79, THENCE SOUTHEASTERLY 3.1 MILES ALONG U.S. HIGHWAY
 BZ0450'NO.75 TO SITE OF MARK, BENCH MARK IS ABOUT 120 YARDS NORTH OF A
 BZ0450'FARMHOUSE, 102.7 FEET NORTHEAST OF A FENCE, 55.4 FEET SOUTHWEST OF AND
 BZ0450'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 41.0 FEET SOUTHEAST
 BZ0450'OF A FOURTEEN INCH OAK TREE AND 1.5 FEET NORTHWEST OF A 4 X 4 IN.
 BZ0450'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BZ0450'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1673 ***********************************************************************
 BY1673  DESIGNATION -  F 417
 BY1673  PID         -  BY1673
 BY1673  STATE/COUNTY-  TX/LEON
 BY1673  USGS QUAD   -  FLO (1964)
 BY1673
 BY1673                         *CURRENT SURVEY CONTROL
 BY1673  ___________________________________________________________________
 BY1673* NAD 83(1986)-  31 28 40.     (N)    095 57 39.     (W)     SCALED    
 BY1673* NAVD 88     -        75.20   (+/-2cm)     246.7    (feet)  VERTCON   
 BY1673  ___________________________________________________________________
 BY1673  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BY1673
 BY1673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1673
 BY1673.The horizontal coordinates were scaled from a topographic map and have
 BY1673.an estimated accuracy of +/- 6 seconds.
 BY1673
 BY1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1673.The vertical order pertains to the NGVD 29 superseded value.
 BY1673
 BY1673.The geoid height was determined by GEOID03.
 BY1673
 BY1673;                    North         East    Units  Estimated Accuracy
 BY1673;SPC TX C     - 3,208,940.    1,115,350.      MT  (+/- 180 meters Scaled)
 BY1673
 BY1673                          SUPERSEDED SURVEY CONTROL
 BY1673
 BY1673  NGVD 29 (??/??/92)   75.170  (m)          246.62   (f) ADJ UNCH    2 0
 BY1673
 BY1673.Superseded values are not recommended for survey control.
 BY1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1673.See file dsdata.txt to determine how the superseded data were derived.
 BY1673
 BY1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ187863(NAD 83)
 BY1673_MARKER: DB = BENCH MARK DISK
 BY1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1673_STAMPING: F 417 1947
 BY1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1673+STABILITY: SURFACE MOTION
 BY1673
 BY1673  HISTORY     - Date     Condition        Report By
 BY1673  HISTORY     - 1947     MONUMENTED       CGS
 BY1673
 BY1673                          STATION DESCRIPTION
 BY1673
 BY1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1673'4.2 MI SW FROM KEECHI.
 BY1673'TO REACH FROM THE POST OFFICE AT KEECHI GO WESTERLY 1.8 MILES ALONG A
 BY1673'GRADED DIRT ROAD, THENCE SOUTHERLY 2.4 MILES ALONG A GRADED DIRT ROAD
 BY1673'TO SITE OF MARK, BENCH MARK IS ABOUT 0.1 MILE SOUTH OF BUFFALO CREEK,
 BY1673'61.0 FEET SOUTH OF THE EXTENDED CENTER LINE OF AN ABANDONED ROAD
 BY1673'LEADING WEST, 44.3 FEET SOUTHWEST OF A TWENTY INCH OAK TREE, 19.7 FEET
 BY1673'SOUTHEAST OF A FENCE CORNER, 27.5 FEET EAST OF AND ABOUT LEVEL WITH
 BY1673'THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A 4 X 4 IN. MARKER
 BY1673'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY1673'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0463 ***********************************************************************
 BZ0463  DESIGNATION -  F 418
 BZ0463  PID         -  BZ0463
 BZ0463  STATE/COUNTY-  TX/LEON
 BZ0463  USGS QUAD   -  BUFFALO (1982)
 BZ0463
 BZ0463                         *CURRENT SURVEY CONTROL
 BZ0463  ___________________________________________________________________
 BZ0463* NAD 83(1986)-  31 22 41.     (N)    096 04 14.     (W)     SCALED    
 BZ0463* NAVD 88     -       129.57   (+/-2cm)     425.1    (feet)  VERTCON   
 BZ0463  ___________________________________________________________________
 BZ0463  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BZ0463
 BZ0463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0463
 BZ0463.The horizontal coordinates were scaled from a topographic map and have
 BZ0463.an estimated accuracy of +/- 6 seconds.
 BZ0463
 BZ0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0463.The vertical order pertains to the NGVD 29 superseded value.
 BZ0463
 BZ0463.The geoid height was determined by GEOID03.
 BZ0463
 BZ0463;                    North         East    Units  Estimated Accuracy
 BZ0463;SPC TX C     - 3,197,490.    1,105,360.      MT  (+/- 180 meters Scaled)
 BZ0463
 BZ0463                          SUPERSEDED SURVEY CONTROL
 BZ0463
 BZ0463  NGVD 29 (??/??/92)  129.538  (m)          424.99   (f) ADJ UNCH    2 0
 BZ0463
 BZ0463.Superseded values are not recommended for survey control.
 BZ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0463.See file dsdata.txt to determine how the superseded data were derived.
 BZ0463
 BZ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV786752(NAD 83)
 BZ0463_MARKER: DB = BENCH MARK DISK
 BZ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0463_STAMPING: F 418 1947
 BZ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0463+STABILITY: SURFACE MOTION
 BZ0463
 BZ0463  HISTORY     - Date     Condition        Report By
 BZ0463  HISTORY     - 1947     MONUMENTED       CGS
 BZ0463
 BZ0463                          STATION DESCRIPTION
 BZ0463
 BZ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0463'7.1 MI E FROM JEWETT.
 BZ0463'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEAST 2.9 MILES
 BZ0463'ALONG U.S.HIGHWAY NO.79, THENCE SOUTHEAST 2.6 MILES ALONG A GRADED
 BZ0463'DIRT ROAD, THENCE EASTERLY 1.6 MILES ALONG A GRADED DIRT ROAD TO SITE
 BZ0463'OF MARK, BENCH MARK IS ABOUT 110 YARDS NORTHWEST OF AND ACROSS THE
 BZ0463'ROAD FROM A FARMHOUSE, 58.3 FEET WEST OF THE NORTHEAST END OF A BOARD
 BZ0463'GATE, 29.5 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BZ0463'THE ROAD, 23.0 FEET NORTH OF A TWELVE INCH OAK TREE AND FENCE CORNER,
 BZ0463'1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER
 BZ0463'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF CONCRETE POST WHICH
 BZ0463'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3075 ***********************************************************************
 AW3075  DESIGNATION -  F 42
 AW3075  PID         -  AW3075
 AW3075  STATE/COUNTY-  TX/LIBERTY
 AW3075  USGS QUAD   -  SHILOH (1993)
 AW3075
 AW3075                         *CURRENT SURVEY CONTROL
 AW3075  ___________________________________________________________________
 AW3075* NAD 83(1986)-  29 56 43.     (N)    094 42 31.     (W)     SCALED    
 AW3075* NAVD 88     -         9.73   (+/-2cm)      31.9    (feet)  VERTCON   
 AW3075  ___________________________________________________________________
 AW3075  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3075
 AW3075  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3075
 AW3075.The horizontal coordinates were scaled from a topographic map and have
 AW3075.an estimated accuracy of +/- 6 seconds.
 AW3075
 AW3075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3075.The vertical order pertains to the NGVD 29 superseded value.
 AW3075
 AW3075.The geoid height was determined by GEOID03.
 AW3075
 AW3075;                    North         East    Units  Estimated Accuracy
 AW3075;SPC TX C     - 3,044,610.    1,242,800.      MT  (+/- 180 meters Scaled)
 AW3075
 AW3075                          SUPERSEDED SURVEY CONTROL
 AW3075
 AW3075  NGVD 29 (??/??/92)    9.734  (m)           31.94   (f) ADJ UNCH    1 2
 AW3075
 AW3075.Superseded values are not recommended for survey control.
 AW3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3075.See file dsdata.txt to determine how the superseded data were derived.
 AW3075
 AW3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP351139(NAD 83)
 AW3075_MARKER: DD = SURVEY DISK
 AW3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3075_STAMPING: F 42 32.461 FT
 AW3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3075+STABILITY: SURFACE MOTION
 AW3075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3075+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3075
 AW3075  HISTORY     - Date     Condition        Report By
 AW3075  HISTORY     - UNK      MONUMENTED       TXRD
 AW3075  HISTORY     - 1959     GOOD             NGS
 AW3075  HISTORY     - 19890428 MARK NOT FOUND   USPSQD
 AW3075  HISTORY     - 20040407 GOOD             USPSQD
 AW3075  HISTORY     - 20050515 GOOD             USPSQD
 AW3075
 AW3075                          STATION DESCRIPTION
 AW3075
 AW3075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3075'10.7 MI SE FROM LIBERTY.
 AW3075'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3075'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 9.9 MILES SOUTHEAST
 AW3075'ALONG FARM ROAD 563, 52 FEET WEST OF THE CENTER LINE OF THE ROAD,
 AW3075'ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF FARM ROAD 770, ABOUT 0.25 MILE
 AW3075'NORTH OF THE JUNCTION OF A ROAD LEADING WEST TO MOSS BLUFF, 11 1/2
 AW3075'FEET WEST OF A FENCE, 2 FEET NORTH OF A T FENCE, 26 FEET EAST OF A
 AW3075'12-INCH OAK TREE, 12 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 AW3075'BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 AW3075'PROJECTING 2 INCHES.
 AW3075
 AW3075                          STATION RECOVERY (1989)
 AW3075
 AW3075'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW3075'MARK NOT FOUND.
 AW3075
 AW3075                          STATION RECOVERY (2004)
 AW3075
 AW3075'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3075'RECOVERED IN GOOD CONDITION.
 AW3075
 AW3075                          STATION RECOVERY (2005)
 AW3075
 AW3075'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2805 ***********************************************************************
 AW2805  DESIGNATION -  F 42 A
 AW2805  PID         -  AW2805
 AW2805  STATE/COUNTY-  TX/CHAMBERS
 AW2805  USGS QUAD   -  ANAHUAC (1993)
 AW2805
 AW2805                         *CURRENT SURVEY CONTROL
 AW2805  ___________________________________________________________________
 AW2805* NAD 83(1986)-  29 46 09.     (N)    094 41 11.     (W)     SCALED    
 AW2805* NAVD 88     -         7.09   (+/-2cm)      23.3    (feet)  VERTCON   
 AW2805  ___________________________________________________________________
 AW2805  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2805
 AW2805  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2805
 AW2805.The horizontal coordinates were scaled from a topographic map and have
 AW2805.an estimated accuracy of +/- 6 seconds.
 AW2805
 AW2805.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2805.The vertical order pertains to the NGVD 29 superseded value.
 AW2805
 AW2805.The geoid height was determined by GEOID03.
 AW2805
 AW2805;                    North         East    Units  Estimated Accuracy
 AW2805;SPC TXSC     - 4,222,240.    1,017,020.      MT  (+/- 180 meters Scaled)
 AW2805
 AW2805                          SUPERSEDED SURVEY CONTROL
 AW2805
 AW2805  NGVD 29 (??/??/92)    7.088  (m)           23.25   (f) ADJ UNCH    1 2
 AW2805
 AW2805.Superseded values are not recommended for survey control.
 AW2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2805.See file dsdata.txt to determine how the superseded data were derived.
 AW2805
 AW2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN369943(NAD 83)
 AW2805_MARKER: P = PIPE CAP
 AW2805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2805_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2805
 AW2805  HISTORY     - Date     Condition        Report By
 AW2805  HISTORY     - UNK      MONUMENTED       USGS
 AW2805  HISTORY     - 1953     GOOD             NGS
 AW2805  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2805  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW2805  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2805  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW2805
 AW2805                          STATION DESCRIPTION
 AW2805
 AW2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW2805'IN ANAHUAC.
 AW2805'AT ANAHUAC, 354 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 AW2805'COURTHOUSE, 170 FEET WEST OF THE CENTER LINE OF SOUTH BOLIVAR STREET,
 AW2805'43.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, AT THE WEST
 AW2805'EDGE OF A YARD, ON A BLUFF, 0.5 FOOT ABOVE THE GROUND, THE HIGH POINT
 AW2805'OF THE SOUTH EDGE OF A 4 INCH WATER PIPE.
 AW2805
 AW2805                          STATION RECOVERY (1973)
 AW2805
 AW2805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2805'MARK NOT FOUND.
 AW2805
 AW2805                          STATION RECOVERY (1996)
 AW2805
 AW2805'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2805'MARK NOT FOUND.
 AW2805
 AW2805                          STATION RECOVERY (2001)
 AW2805
 AW2805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2805'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2805
 AW2805                          STATION RECOVERY (2005)
 AW2805
 AW2805'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1874 ***********************************************************************
 BY1874  DESIGNATION -  F 420
 BY1874  PID         -  BY1874
 BY1874  STATE/COUNTY-  TX/LEON
 BY1874  USGS QUAD   -  MIDDLETON (1972)
 BY1874
 BY1874                         *CURRENT SURVEY CONTROL
 BY1874  ___________________________________________________________________
 BY1874* NAD 83(1986)-  31 13 03.     (N)    095 49 23.     (W)     SCALED    
 BY1874* NAVD 88     -        93.67   (+/-2cm)     307.3    (feet)  VERTCON   
 BY1874  ___________________________________________________________________
 BY1874  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY1874
 BY1874  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1874
 BY1874.The horizontal coordinates were scaled from a topographic map and have
 BY1874.an estimated accuracy of +/- 6 seconds.
 BY1874
 BY1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1874.The vertical order pertains to the NGVD 29 superseded value.
 BY1874
 BY1874.The geoid height was determined by GEOID03.
 BY1874
 BY1874;                    North         East    Units  Estimated Accuracy
 BY1874;SPC TX C     - 3,180,630.    1,129,600.      MT  (+/- 180 meters Scaled)
 BY1874
 BY1874                          SUPERSEDED SURVEY CONTROL
 BY1874
 BY1874  NGVD 29 (??/??/92)   93.665  (m)          307.30   (f) ADJ UNCH    2 0
 BY1874
 BY1874.Superseded values are not recommended for survey control.
 BY1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1874.See file dsdata.txt to determine how the superseded data were derived.
 BY1874
 BY1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ310571(NAD 83)
 BY1874_MARKER: DB = BENCH MARK DISK
 BY1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1874_STAMPING: F 420 1947
 BY1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1874+STABILITY: SURFACE MOTION
 BY1874
 BY1874  HISTORY     - Date     Condition        Report By
 BY1874  HISTORY     - 1947     MONUMENTED       CGS
 BY1874
 BY1874                          STATION DESCRIPTION
 BY1874
 BY1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1874'4.6 MI NE FROM MIDDLETON.
 BY1874'TO REACH FROM THE POST OFFICE AT MIDDLETON GO EAST 1.1 MILES ALONG A
 BY1874'GRADED DIRT ROAD, THENCE NORTH 3.5 MILES ALONG A GRADED DIRT ROAD TO
 BY1874'SITE OF MARK, BENCH MARK IS 102.3 FEET SOUTHWEST OF AND ACROSS THE
 BY1874'ROAD FROM THE SOUTHWEST CORNER OF A COUNTRY GROCERY STORE, 68.5 FEET
 BY1874'WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 57.3 FEET
 BY1874'SOUTH OF THE SOUTH END OF A BOARD GATE, 27.7 FEET NORTH OF A FENCE
 BY1874'CORNER, 6.0 FEET SOUTH OF A POWER POLE, 3.0 FEET EAST OF A FENCE AND
 BY1874'1.5 FEET NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK
 BY1874'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BY1874'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0320 ***********************************************************************
 BZ0320  DESIGNATION -  F 421
 BZ0320  PID         -  BZ0320
 BZ0320  STATE/COUNTY-  TX/FREESTONE
 BZ0320  USGS QUAD   -  YOUNG (1982)
 BZ0320
 BZ0320                         *CURRENT SURVEY CONTROL
 BZ0320  ___________________________________________________________________
 BZ0320* NAD 83(1986)-  31 49 20.     (N)    096 07 17.     (W)     SCALED    
 BZ0320* NAVD 88     -       115.570  (meters)     379.17   (feet)  ADJUSTED  
 BZ0320  ___________________________________________________________________
 BZ0320  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 BZ0320  DYNAMIC HT  -         115.433 (meters)     378.72  (feet)  COMP
 BZ0320  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 BZ0320
 BZ0320  VERT ORDER  -  SECOND    CLASS 0
 BZ0320
 BZ0320.The horizontal coordinates were scaled from a topographic map and have
 BZ0320.an estimated accuracy of +/- 6 seconds.
 BZ0320
 BZ0320.The orthometric height was determined by differential leveling
 BZ0320.and adjusted by the National Geodetic Survey in June 1991..
 BZ0320
 BZ0320.The geoid height was determined by GEOID03.
 BZ0320
 BZ0320.The dynamic height is computed by dividing the NAVD 88
 BZ0320.geopotential number by the normal gravity value computed on the
 BZ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0320.degrees latitude (g = 980.6199 gals.).
 BZ0320
 BZ0320.The modeled gravity was interpolated from observed gravity values.
 BZ0320
 BZ0320;                    North         East    Units  Estimated Accuracy
 BZ0320;SPC TX C     - 3,246,510.    1,098,660.      MT  (+/- 180 meters Scaled)
 BZ0320
 BZ0320                          SUPERSEDED SURVEY CONTROL
 BZ0320
 BZ0320  NGVD 29 (??/??/92)  115.558  (m)          379.13   (f) ADJ UNCH    2 0
 BZ0320
 BZ0320.Superseded values are not recommended for survey control.
 BZ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0320.See file dsdata.txt to determine how the superseded data were derived.
 BZ0320
 BZ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA724243(NAD 83)
 BZ0320_MARKER: DB = BENCH MARK DISK
 BZ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0320_STAMPING: F 421 1947
 BZ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0320+STABILITY: SURFACE MOTION
 BZ0320
 BZ0320  HISTORY     - Date     Condition        Report By
 BZ0320  HISTORY     - 1947     MONUMENTED       CGS
 BZ0320  HISTORY     - 1963     GOOD             USGS
 BZ0320
 BZ0320                          STATION DESCRIPTION
 BZ0320
 BZ0320'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BZ0320'6.2 MI E FROM STEWARDS MILL.
 BZ0320'5.1 MILES NORTHEAST ALONG A PAVED ROAD FROM THE CROSS ROADS AT
 BZ0320'STEWARDS MILL, THENCE 0.1 MILE SOUTH ALONG A PAVED ROAD, THENCE 0.3
 BZ0320'MILE EAST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD,
 BZ0320'THENCE 0.5 MILE EAST ALONG A DIRT ROAD TO THE SITE OF THE MARK,
 BZ0320'DIRECTLY ACROSS THE ROAD FROM A LARGE FARM HOUSE, 28 FEET SOUTH OF THE
 BZ0320'CENTER LINE OF THE ROAD, 5 FEET EAST OF A LONE 36 INCH OAK TREE, 1
 BZ0320'FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE.  A BRONZE DISK SET IN THE
 BZ0320'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0704 ***********************************************************************
 CS0704  DESIGNATION -  F 422
 CS0704  PID         -  CS0704
 CS0704  STATE/COUNTY-  TX/NAVARRO
 CS0704  USGS QUAD   -  GOODLOW PARK (1978)
 CS0704
 CS0704                         *CURRENT SURVEY CONTROL
 CS0704  ___________________________________________________________________
 CS0704* NAD 83(1986)-  32 00 50.     (N)    096 07 50.     (W)     SCALED    
 CS0704* NAVD 88     -        95.481  (meters)     313.26   (feet)  ADJUSTED  
 CS0704  ___________________________________________________________________
 CS0704  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0704  DYNAMIC HT  -          95.370 (meters)     312.89  (feet)  COMP
 CS0704  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CS0704
 CS0704  VERT ORDER  -  SECOND    CLASS 0
 CS0704
 CS0704.The horizontal coordinates were scaled from a topographic map and have
 CS0704.an estimated accuracy of +/- 6 seconds.
 CS0704
 CS0704.The orthometric height was determined by differential leveling
 CS0704.and adjusted by the National Geodetic Survey in June 1991..
 CS0704
 CS0704.The geoid height was determined by GEOID03.
 CS0704
 CS0704.The dynamic height is computed by dividing the NAVD 88
 CS0704.geopotential number by the normal gravity value computed on the
 CS0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0704.degrees latitude (g = 980.6199 gals.).
 CS0704
 CS0704.The modeled gravity was interpolated from observed gravity values.
 CS0704
 CS0704;                    North         East    Units  Estimated Accuracy
 CS0704;SPC TXNC     - 2,041,030.      823,850.      MT  (+/- 180 meters Scaled)
 CS0704
 CS0704                          SUPERSEDED SURVEY CONTROL
 CS0704
 CS0704  NGVD 29 (??/??/92)   95.481  (m)          313.26   (f) ADJ UNCH    2 0
 CS0704
 CS0704.Superseded values are not recommended for survey control.
 CS0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0704.See file dsdata.txt to determine how the superseded data were derived.
 CS0704
 CS0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA710455(NAD 83)
 CS0704_MARKER: DB = BENCH MARK DISK
 CS0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0704_STAMPING: F 422 1947
 CS0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0704+STABILITY: SURFACE MOTION
 CS0704
 CS0704  HISTORY     - Date     Condition        Report By
 CS0704  HISTORY     - 1947     MONUMENTED       CGS
 CS0704
 CS0704                          STATION DESCRIPTION
 CS0704
 CS0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0704'5.2 MI S FROM RURAL SHADE.
 CS0704'0.6 OF A MILE NORTHEAST ALONG A GRADED DIRT ROAD FROM THE RURAL SHADE
 CS0704'ELEMENTARY SCHOOL, THENCE 1.3 MILES EAST ALONG A GRADED DIRT ROAD,
 CS0704'THENCE 1.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 2.0 MILES
 CS0704'SOUTHWEST ALONG A GRADED DIRT ROAD TO THE SITE OF THE BENCH MARK. THE
 CS0704'MARK IS 35 FEET EAST OF A ROW OF POWER LINE POLES, 33 FEET SOUTHEAST
 CS0704'OF AND 1 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 14 FEET
 CS0704'SOUTHEAST OF THE NORTHEAST END OF A WIRE GATE, 13 FEET SOUTHEAST OF A
 CS0704'FENCE CORNER, 2 FEET SOUTHEAST OF A 4X4 MARKER POST AND 1 FOOT
 CS0704'NORTHEAST OF A FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS0704'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0802 ***********************************************************************
 GL0802  DESIGNATION -  F 423
 GL0802  PID         -  GL0802
 GL0802  STATE/COUNTY-  TX/DALLAM
 GL0802  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0802
 GL0802                         *CURRENT SURVEY CONTROL
 GL0802  ___________________________________________________________________
 GL0802* NAD 83(1986)-  36 19 21.     (N)    103 01 48.     (W)     SCALED    
 GL0802* NAVD 88     -      1410.251  (meters)    4626.80   (feet)  ADJUSTED  
 GL0802  ___________________________________________________________________
 GL0802  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 GL0802  DYNAMIC HT  -        1408.592 (meters)    4621.36  (feet)  COMP
 GL0802  MODELED GRAV-     979,406.7   (mgal)                       NAVD 88
 GL0802
 GL0802  VERT ORDER  -  SECOND    CLASS 0
 GL0802
 GL0802.The horizontal coordinates were scaled from a topographic map and have
 GL0802.an estimated accuracy of +/- 6 seconds.
 GL0802
 GL0802.The orthometric height was determined by differential leveling
 GL0802.and adjusted by the National Geodetic Survey in June 1991..
 GL0802
 GL0802.The geoid height was determined by GEOID03.
 GL0802
 GL0802.The dynamic height is computed by dividing the NAVD 88
 GL0802.geopotential number by the normal gravity value computed on the
 GL0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0802.degrees latitude (g = 980.6199 gals.).
 GL0802
 GL0802.The modeled gravity was interpolated from observed gravity values.
 GL0802
 GL0802;                    North         East    Units  Estimated Accuracy
 GL0802;SPC TX N     - 1,258,730.       62,610.      MT  (+/- 180 meters Scaled)
 GL0802
 GL0802                          SUPERSEDED SURVEY CONTROL
 GL0802
 GL0802  NGVD 29 (??/??/92) 1409.573  (m)         4624.57   (f) ADJ UNCH    2 0
 GL0802
 GL0802.Superseded values are not recommended for survey control.
 GL0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0802.See file dsdata.txt to determine how the superseded data were derived.
 GL0802
 GL0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA768215(NAD 83)
 GL0802_MARKER: DB = BENCH MARK DISK
 GL0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0802_SP_SET: CULVERT
 GL0802_STAMPING: F 423 1955
 GL0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0802+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0802
 GL0802  HISTORY     - Date     Condition        Report By
 GL0802  HISTORY     - 1955     MONUMENTED       CGS
 GL0802  HISTORY     - 20050806 GOOD             USPSQD
 GL0802
 GL0802                          STATION DESCRIPTION
 GL0802
 GL0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0802'3.7 MI S FROM TEXLINE.
 GL0802'3.7 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0802'CITY RAILROAD STATION AT TEXLINE, 0.2 MILE NORTH OF A CURVE IN THE
 GL0802'FARM ROAD, 16 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, SET IN
 GL0802'THE TOP OF THE CENTER OF THE WEST CONCRETE HEADWALL OF A PIPE CULVERT.
 GL0802
 GL0802                          STATION RECOVERY (2005)
 GL0802
 GL0802'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0802'FOUND IN VERY GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0203 ***********************************************************************
 EN0203  DESIGNATION -  F 425
 EN0203  PID         -  EN0203
 EN0203  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0203  USGS QUAD   -  MC KNIGHT (1982)
 EN0203
 EN0203                         *CURRENT SURVEY CONTROL
 EN0203  ___________________________________________________________________
 EN0203* NAD 83(1986)-  34 55 18.     (N)    100 30 51.     (W)     SCALED    
 EN0203* NAVD 88     -       745.314  (meters)    2445.25   (feet)  POSTED    
 EN0203  ___________________________________________________________________
 EN0203  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EN0203  DYNAMIC HT  -         744.480 (meters)    2442.51  (feet)  COMP
 EN0203  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 EN0203
 EN0203  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0203
 EN0203.The horizontal coordinates were scaled from a topographic map and have
 EN0203.an estimated accuracy of +/- 6 seconds.
 EN0203
 EN0203.The orthometric height was determined by differential leveling
 EN0203.and adjusted by the National Geodetic Survey in 1992..
 EN0203.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0203.rate of 1.1 thru 2.0 mm/km.
 EN0203
 EN0203.The geoid height was determined by GEOID03.
 EN0203
 EN0203.The dynamic height is computed by dividing the NAVD 88
 EN0203.geopotential number by the normal gravity value computed on the
 EN0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0203.degrees latitude (g = 980.6199 gals.).
 EN0203
 EN0203.The modeled gravity was interpolated from observed gravity values.
 EN0203
 EN0203;                    North         East    Units  Estimated Accuracy
 EN0203;SPC TX N     - 1,102,700.      290,070.      MT  (+/- 180 meters Scaled)
 EN0203
 EN0203                          SUPERSEDED SURVEY CONTROL
 EN0203
 EN0203  NGVD 29 (??/??/92)  744.989  (m)         2444.18   (f) ADJ UNCH    2 0
 EN0203
 EN0203.Superseded values are not recommended for survey control.
 EN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0203.See file dsdata.txt to determine how the superseded data were derived.
 EN0203
 EN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD616654(NAD 83)
 EN0203_MARKER: DB = BENCH MARK DISK
 EN0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0203_STAMPING: F 425 1934
 EN0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0203+STABILITY: SURFACE MOTION
 EN0203
 EN0203  HISTORY     - Date     Condition        Report By
 EN0203  HISTORY     - 1934     MONUMENTED       CGS
 EN0203  HISTORY     - 1958     POOR             NGS
 EN0203
 EN0203                          STATION DESCRIPTION
 EN0203
 EN0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0203'7.8 MI W FROM QUAIL.
 EN0203'7.8 MILES WEST ALONG STATE HIGHWAY 203 FROM QUAIL, COLLINGSWORTH
 EN0203'COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTH, 45 FEET WEST OF THE
 EN0203'CENTERLINE OF THE ROAD, 36 FEET NORTH OF THE CENTERLINE OF THE
 EN0203'HIGHWAY, 9 FEET NORTH OF THREE MAIL BOXES, 2 FEET SOUTH OF THE FENCE,
 EN0203'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT HAS BEEN REPORTED
 EN0203'THAT THE FIELD HAD BEEN PLOWED OUT TO THE ROAD WHERE THE MARK IS
 EN0203'LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0062 ***********************************************************************
 EN0062  DESIGNATION -  F 426
 EN0062  PID         -  EN0062
 EN0062  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0062  USGS QUAD   -  DODSON (1964)
 EN0062
 EN0062                         *CURRENT SURVEY CONTROL
 EN0062  ___________________________________________________________________
 EN0062* NAD 83(1986)-  34 47 26.     (N)    100 04 45.     (W)     SCALED    
 EN0062* NAVD 88     -       588.172  (meters)    1929.69   (feet)  POSTED    
 EN0062  ___________________________________________________________________
 EN0062  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 EN0062  DYNAMIC HT  -         587.510 (meters)    1927.52  (feet)  COMP
 EN0062  MODELED GRAV-     979,498.6   (mgal)                       NAVD 88
 EN0062
 EN0062  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EN0062
 EN0062.The horizontal coordinates were scaled from a topographic map and have
 EN0062.an estimated accuracy of +/- 6 seconds.
 EN0062
 EN0062.The orthometric height was determined by differential leveling
 EN0062.and adjusted by the National Geodetic Survey in 1992..
 EN0062.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EN0062.rate of 0.0 thru 1.0 mm/km.
 EN0062
 EN0062.The geoid height was determined by GEOID03.
 EN0062
 EN0062.The dynamic height is computed by dividing the NAVD 88
 EN0062.geopotential number by the normal gravity value computed on the
 EN0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0062.degrees latitude (g = 980.6199 gals.).
 EN0062
 EN0062.The modeled gravity was interpolated from observed gravity values.
 EN0062
 EN0062;                    North         East    Units  Estimated Accuracy
 EN0062;SPC TX N     - 1,088,640.      330,030.      MT  (+/- 180 meters Scaled)
 EN0062
 EN0062                          SUPERSEDED SURVEY CONTROL
 EN0062
 EN0062  NGVD 29 (??/??/92)  587.86   (m)         1928.7    (f) COMPUTED    2 0
 EN0062
 EN0062.Superseded values are not recommended for survey control.
 EN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0062.See file dsdata.txt to determine how the superseded data were derived.
 EN0062
 EN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD012503(NAD 83)
 EN0062_MARKER: DB = BENCH MARK DISK
 EN0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0062_STAMPING: F-426 1934
 EN0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0062+STABILITY: SURFACE MOTION
 EN0062
 EN0062  HISTORY     - Date     Condition        Report By
 EN0062  HISTORY     - 1934     MONUMENTED       CGS
 EN0062  HISTORY     - 1964     MARK NOT FOUND   USGS
 EN0062
 EN0062                          STATION DESCRIPTION
 EN0062
 EN0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0062'3.7 MI NW FROM DODSONVILLE.
 EN0062'3.7 MI. N.W. OF ON M.K.T. RAILROAD.  9 POLES N.W. OF MILE POST NO.
 EN0062'123, ABOUT 100 YDS. N.W. OF A CUT, 50 FT. N. OF A ROAD CROSSING, 49
 EN0062'FT. E. OF CENTER LINE OF TRACK, 7 FT. E. OF A TELEGRAPH POLE, AND 1
 EN0062'FT. W. OF FENCE LINE.
 EN0062
 EN0062                          STATION RECOVERY (1964)
 EN0062
 EN0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EN0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0902 ***********************************************************************
 FL0902  DESIGNATION -  F 428
 FL0902  PID         -  FL0902
 FL0902  STATE/COUNTY-  TX/DONLEY
 FL0902  USGS QUAD   -  ASHTOLA (1983)
 FL0902
 FL0902                         *CURRENT SURVEY CONTROL
 FL0902  ___________________________________________________________________
 FL0902* NAD 83(1986)-  35 01 17.     (N)    101 04 33.     (W)     SCALED    
 FL0902* NAVD 88     -       900.691  (meters)    2955.02   (feet)  ADJUSTED  
 FL0902  ___________________________________________________________________
 FL0902  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FL0902  DYNAMIC HT  -         899.643 (meters)    2951.58  (feet)  COMP
 FL0902  MODELED GRAV-     979,440.8   (mgal)                       NAVD 88
 FL0902
 FL0902  VERT ORDER  -  SECOND    CLASS 0
 FL0902
 FL0902.The horizontal coordinates were scaled from a topographic map and have
 FL0902.an estimated accuracy of +/- 6 seconds.
 FL0902
 FL0902.The orthometric height was determined by differential leveling
 FL0902.and adjusted by the National Geodetic Survey in June 1991..
 FL0902
 FL0902.The geoid height was determined by GEOID03.
 FL0902
 FL0902.The dynamic height is computed by dividing the NAVD 88
 FL0902.geopotential number by the normal gravity value computed on the
 FL0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0902.degrees latitude (g = 980.6199 gals.).
 FL0902
 FL0902.The modeled gravity was interpolated from observed gravity values.
 FL0902
 FL0902;                    North         East    Units  Estimated Accuracy
 FL0902;SPC TX N     - 1,113,390.      238,710.      MT  (+/- 180 meters Scaled)
 FL0902
 FL0902                          SUPERSEDED SURVEY CONTROL
 FL0902
 FL0902  NGVD 29 (??/??/92)  900.254  (m)         2953.58   (f) ADJ UNCH    2 0
 FL0902
 FL0902.Superseded values are not recommended for survey control.
 FL0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0902.See file dsdata.txt to determine how the superseded data were derived.
 FL0902
 FL0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD106773(NAD 83)
 FL0902_MARKER: DB = BENCH MARK DISK
 FL0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0902_STAMPING: F-428 1934
 FL0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0902+STABILITY: SURFACE MOTION
 FL0902
 FL0902  HISTORY     - Date     Condition        Report By
 FL0902  HISTORY     - 1934     MONUMENTED       CGS
 FL0902  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 FL0902
 FL0902                          STATION DESCRIPTION
 FL0902
 FL0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0902'1.9 MI NW FROM ASHTOLA.
 FL0902'1.9 MI. N.W. ALONG F.W. AND D.C. RAILROAD.  6 FT. N.W. OF MILE POST
 FL0902'NO. 290, 72 FT. S.W. OF THE CENTER LINE OF TRACK, AND 66 FT. N.E. OF
 FL0902'THE CENTER LINE OF HWY.
 FL0902
 FL0902                          STATION RECOVERY (2004)
 FL0902
 FL0902'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0227 ***********************************************************************
 EN0227  DESIGNATION -  F 429
 EN0227  PID         -  EN0227
 EN0227  STATE/COUNTY-  TX/BRISCOE
 EN0227  USGS QUAD   -  SCHOTT MOUNTAIN (1985)
 EN0227
 EN0227                         *CURRENT SURVEY CONTROL
 EN0227  ___________________________________________________________________
 EN0227* NAD 83(1986)-  34 30 17.     (N)    101 01 31.     (W)     SCALED    
 EN0227* NAVD 88     -       743.881  (meters)    2440.55   (feet)  ADJUSTED  
 EN0227  ___________________________________________________________________
 EN0227  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EN0227  DYNAMIC HT  -         743.000 (meters)    2437.66  (feet)  COMP
 EN0227  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 EN0227
 EN0227  VERT ORDER  -  SECOND    CLASS 0
 EN0227
 EN0227.The horizontal coordinates were scaled from a topographic map and have
 EN0227.an estimated accuracy of +/- 6 seconds.
 EN0227
 EN0227.The orthometric height was determined by differential leveling
 EN0227.and adjusted by the National Geodetic Survey in June 1991..
 EN0227
 EN0227.The geoid height was determined by GEOID03.
 EN0227
 EN0227.The dynamic height is computed by dividing the NAVD 88
 EN0227.geopotential number by the normal gravity value computed on the
 EN0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0227.degrees latitude (g = 980.6199 gals.).
 EN0227
 EN0227.The modeled gravity was interpolated from observed gravity values.
 EN0227
 EN0227;                    North         East    Units  Estimated Accuracy
 EN0227;SPC TX N     - 1,056,100.      243,600.      MT  (+/- 180 meters Scaled)
 EN0227
 EN0227                          SUPERSEDED SURVEY CONTROL
 EN0227
 EN0227  NGVD 29 (??/??/92)  743.540  (m)         2439.43   (f) ADJ UNCH    2 0
 EN0227
 EN0227.Superseded values are not recommended for survey control.
 EN0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0227.See file dsdata.txt to determine how the superseded data were derived.
 EN0227
 EN0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD140199(NAD 83)
 EN0227_MARKER: DB = BENCH MARK DISK
 EN0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0227_STAMPING: F 429 1934
 EN0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0227+STABILITY: SURFACE MOTION
 EN0227
 EN0227  HISTORY     - Date     Condition        Report By
 EN0227  HISTORY     - 1934     MONUMENTED       CGS
 EN0227  HISTORY     - 1959     GOOD             USGS
 EN0227
 EN0227                          STATION DESCRIPTION
 EN0227
 EN0227'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 EN0227'12.4 MI N FROM QUITAQUE.
 EN0227'12.4 MILES NORTH ALONG THE CLARENDON-QUITAQUE ROAD FROM QUITAQUE,
 EN0227'BRISCOE COUNTY, 50 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 EN0227'ROAD LEADING TO SILVERTON, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD
 EN0227'LEADING TO SILVERTON, 1 FOOT SOUTH OF A FENCE.  AND SET IN THE TOP OF
 EN0227'A CONCRETE POST.  NOTE-- MARK IS ALSO 16.3 MILES EAST ALONG STATE
 EN0227'HIGHWAYS 86-THEN 256 FROM THE COURT HOUSE IN SILVERTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3070 ***********************************************************************
 AW3070  DESIGNATION -  F 43
 AW3070  PID         -  AW3070
 AW3070  STATE/COUNTY-  TX/LIBERTY
 AW3070  USGS QUAD   -  SHILOH (1993)
 AW3070
 AW3070                         *CURRENT SURVEY CONTROL
 AW3070  ___________________________________________________________________
 AW3070* NAD 83(1986)-  29 57 58.     (N)    094 43 19.     (W)     SCALED    
 AW3070* NAVD 88     -         7.85   (+/-2cm)      25.8    (feet)  VERTCON   
 AW3070  ___________________________________________________________________
 AW3070  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW3070
 AW3070  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3070
 AW3070.The horizontal coordinates were scaled from a topographic map and have
 AW3070.an estimated accuracy of +/- 6 seconds.
 AW3070
 AW3070.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3070.The vertical order pertains to the NGVD 29 superseded value.
 AW3070
 AW3070.The geoid height was determined by GEOID03.
 AW3070
 AW3070;                    North         East    Units  Estimated Accuracy
 AW3070;SPC TX C     - 3,046,850.    1,241,400.      MT  (+/- 180 meters Scaled)
 AW3070
 AW3070                          SUPERSEDED SURVEY CONTROL
 AW3070
 AW3070  NGVD 29 (??/??/92)    7.855  (m)           25.77   (f) ADJ UNCH    1 2
 AW3070
 AW3070.Superseded values are not recommended for survey control.
 AW3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3070.See file dsdata.txt to determine how the superseded data were derived.
 AW3070
 AW3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP338162(NAD 83)
 AW3070_MARKER: DD = SURVEY DISK
 AW3070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3070_STAMPING: F 43 26.147 FT
 AW3070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3070+STABILITY: SURFACE MOTION
 AW3070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3070+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW3070
 AW3070  HISTORY     - Date     Condition        Report By
 AW3070  HISTORY     - UNK      MONUMENTED       TXRD
 AW3070  HISTORY     - 1959     GOOD             NGS
 AW3070  HISTORY     - 20040407 GOOD             USPSQD
 AW3070  HISTORY     - 20050515 GOOD             USPSQD
 AW3070
 AW3070                          STATION DESCRIPTION
 AW3070
 AW3070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3070'9.0 MI SE FROM LIBERTY.
 AW3070'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3070'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 8.2 MILES SOUTHEAST
 AW3070'ALONG FARM ROAD 563, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 AW3070'27.2 FEET NORTHEAST OF THE NORTH CORNER OF A PUMP HOUSE, 12.3 FEET
 AW3070'SOUTHWEST OF A FENCE CORNER, 2 FEET THE PUMP HOUSE, 2.4 FEET SOUTHWEST
 AW3070'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 AW3070'IN THE TOP OF A CONCRETE POST 0.2 FEET BELOW THE GROUND.
 AW3070
 AW3070                          STATION RECOVERY (2004)
 AW3070
 AW3070'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3070'RECOVERED IN GOOD CONDITION.
 AW3070
 AW3070                          STATION RECOVERY (2005)
 AW3070
 AW3070'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW3070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0096 ***********************************************************************
 EO0096  DESIGNATION -  F 430
 EO0096  PID         -  EO0096
 EO0096  STATE/COUNTY-  TX/CASTRO
 EO0096  USGS QUAD   -  DIMMITT (1980)
 EO0096
 EO0096                         *CURRENT SURVEY CONTROL
 EO0096  ___________________________________________________________________
 EO0096* NAD 83(1986)-  34 33 08.     (N)    102 18 31.     (W)     SCALED    
 EO0096* NAVD 88     -      1182.082  (meters)    3878.21   (feet)  ADJUSTED  
 EO0096  ___________________________________________________________________
 EO0096  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 EO0096  DYNAMIC HT  -        1180.570 (meters)    3873.25  (feet)  COMP
 EO0096  MODELED GRAV-     979,315.7   (mgal)                       NAVD 88
 EO0096
 EO0096  VERT ORDER  -  SECOND    CLASS 0
 EO0096
 EO0096.The horizontal coordinates were scaled from a topographic map and have
 EO0096.an estimated accuracy of +/- 6 seconds.
 EO0096
 EO0096.The orthometric height was determined by differential leveling
 EO0096.and adjusted by the National Geodetic Survey in June 1991..
 EO0096
 EO0096.The geoid height was determined by GEOID03.
 EO0096
 EO0096.The dynamic height is computed by dividing the NAVD 88
 EO0096.geopotential number by the normal gravity value computed on the
 EO0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0096.degrees latitude (g = 980.6199 gals.).
 EO0096
 EO0096.The modeled gravity was interpolated from observed gravity values.
 EO0096
 EO0096;                    North         East    Units  Estimated Accuracy
 EO0096;SPC TX N     - 1,061,570.      125,780.      MT  (+/- 180 meters Scaled)
 EO0096
 EO0096                          SUPERSEDED SURVEY CONTROL
 EO0096
 EO0096  NGVD 29 (??/??/92) 1181.583  (m)         3876.58   (f) ADJ UNCH    2 0
 EO0096
 EO0096.Superseded values are not recommended for survey control.
 EO0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0096.See file dsdata.txt to determine how the superseded data were derived.
 EO0096
 EO0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU469266(NAD 83)
 EO0096_MARKER: DB = BENCH MARK DISK
 EO0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0096_SP_SET: BUILDING
 EO0096_STAMPING: F 430 1934
 EO0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0096
 EO0096  HISTORY     - Date     Condition        Report By
 EO0096  HISTORY     - 1934     MONUMENTED       CGS
 EO0096
 EO0096                          STATION DESCRIPTION
 EO0096
 EO0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0096'IN DIMMITT.
 EO0096'AT DIMMITT, CASTRO COUNTY, AT THE FORT WORTH AND DENVER RAILWAY
 EO0096'STATION, IN THE EAST WALL, 3 FEET NORTH OF THE WAITING ROOM, AND 1
 EO0096'FOOT SOUTH OF THE TICKET WINDOW.  A STANDARD DISK, STAMPED F 430 1934
 EO0096'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0367 ***********************************************************************
 EN0367  DESIGNATION -  F 431 RESET 1935
 EN0367  PID         -  EN0367
 EN0367  STATE/COUNTY-  TX/SWISHER
 EN0367  USGS QUAD   -  CLAYTONVILLE (1969)
 EN0367
 EN0367                         *CURRENT SURVEY CONTROL
 EN0367  ___________________________________________________________________
 EN0367* NAD 83(1986)-  34 28 37.     (N)    101 35 01.     (W)     SCALED    
 EN0367* NAVD 88     -      1016.38   (meters)    3334.6    (feet)  RESET     
 EN0367  ___________________________________________________________________
 EN0367  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EN0367
 EN0367  VERT ORDER  -  THIRD
 EN0367
 EN0367.The horizontal coordinates were scaled from a topographic map and have
 EN0367.an estimated accuracy of +/- 6 seconds.
 EN0367
 EN0367.The orthometric height was computed from unverified reset data.
 EN0367
 EN0367.The geoid height was determined by GEOID03.
 EN0367
 EN0367;                    North         East    Units  Estimated Accuracy
 EN0367;SPC TX N     - 1,052,920.      192,320.      MT  (+/- 180 meters Scaled)
 EN0367
 EN0367                          SUPERSEDED SURVEY CONTROL
 EN0367
 EN0367.No superseded survey control is available for this station.
 EN0367
 EN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD627180(NAD 83)
 EN0367_MARKER: DB = BENCH MARK DISK
 EN0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0367_SP_SET: CULVERT
 EN0367_STAMPING: F 431 RESET 1935
 EN0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0367
 EN0367  HISTORY     - Date     Condition        Report By
 EN0367  HISTORY     - 1935     MONUMENTED       TXHD
 EN0367  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0367
 EN0367                          STATION DESCRIPTION
 EN0367
 EN0367'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1935
 EN0367'14.1 MI E FROM TULIA.
 EN0367'14.1 MILES EAST ALONG STATE HIGHWAY 86 FROM THE COURTHOUSE AT TULIA,
 EN0367'SOUTHEAST OF A SMALL LAKE, 80 YARDS EAST OF A GALVANIZEDIRON CULVERT,
 EN0367'AND 46 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 EN0367
 EN0367                          STATION RECOVERY (1968)
 EN0367
 EN0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0333 ***********************************************************************
 EN0333  DESIGNATION -  F 432
 EN0333  PID         -  EN0333
 EN0333  STATE/COUNTY-  TX/SWISHER
 EN0333  USGS QUAD   -  KRESS EAST (1969)
 EN0333
 EN0333                         *CURRENT SURVEY CONTROL
 EN0333  ___________________________________________________________________
 EN0333* NAD 83(1986)-  34 21 59.     (N)    101 44 53.     (W)     SCALED    
 EN0333* NAVD 88     -      1058.628  (meters)    3473.18   (feet)  ADJUSTED  
 EN0333  ___________________________________________________________________
 EN0333  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EN0333  DYNAMIC HT  -        1057.291 (meters)    3468.80  (feet)  COMP
 EN0333  MODELED GRAV-     979,336.8   (mgal)                       NAVD 88
 EN0333
 EN0333  VERT ORDER  -  SECOND    CLASS 0
 EN0333
 EN0333.The horizontal coordinates were scaled from a topographic map and have
 EN0333.an estimated accuracy of +/- 6 seconds.
 EN0333
 EN0333.The orthometric height was determined by differential leveling
 EN0333.and adjusted by the National Geodetic Survey in June 1991..
 EN0333
 EN0333.The geoid height was determined by GEOID03.
 EN0333
 EN0333.The dynamic height is computed by dividing the NAVD 88
 EN0333.geopotential number by the normal gravity value computed on the
 EN0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0333.degrees latitude (g = 980.6199 gals.).
 EN0333
 EN0333.The modeled gravity was interpolated from observed gravity values.
 EN0333
 EN0333;                    North         East    Units  Estimated Accuracy
 EN0333;SPC TX N     - 1,040,680.      177,180.      MT  (+/- 180 meters Scaled)
 EN0333
 EN0333                          SUPERSEDED SURVEY CONTROL
 EN0333
 EN0333  NGVD 29 (??/??/92) 1058.206  (m)         3471.80   (f) ADJ UNCH    2 0
 EN0333
 EN0333.Superseded values are not recommended for survey control.
 EN0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0333.See file dsdata.txt to determine how the superseded data were derived.
 EN0333
 EN0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD472062(NAD 83)
 EN0333_MARKER: DB = BENCH MARK DISK
 EN0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0333_STAMPING: F-432 1934
 EN0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0333+STABILITY: SURFACE MOTION
 EN0333
 EN0333  HISTORY     - Date     Condition        Report By
 EN0333  HISTORY     - 1934     MONUMENTED       CGS
 EN0333  HISTORY     - 1966     GOOD             NGS
 EN0333
 EN0333                          STATION DESCRIPTION
 EN0333
 EN0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0333'IN KRESS.
 EN0333'AT KRESS 15 FT. E. OF THE CENTER LINE OF MAIN TRACK, 12 FT. N. OF THE
 EN0333'P AND S.F. RY. DEPOT WAITING ROOM DOOR, AND 2 FT. E. OF CORNER OF THE
 EN0333'WALK.
 EN0333
 EN0333                          STATION RECOVERY (1966)
 EN0333
 EN0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EN0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0078 ***********************************************************************
 DP0078  DESIGNATION -  F 433
 DP0078  PID         -  DP0078
 DP0078  STATE/COUNTY-  TX/KENT
 DP0078  USGS QUAD   -  JAYTON NORTH (1978)
 DP0078
 DP0078                         *CURRENT SURVEY CONTROL
 DP0078  ___________________________________________________________________
 DP0078* NAD 83(1986)-  33 17 33.     (N)    100 36 02.     (W)     SCALED    
 DP0078* NAVD 88     -       625.241  (meters)    2051.31   (feet)  ADJUSTED  
 DP0078  ___________________________________________________________________
 DP0078  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DP0078  DYNAMIC HT  -         624.488 (meters)    2048.84  (feet)  COMP
 DP0078  MODELED GRAV-     979,412.4   (mgal)                       NAVD 88
 DP0078
 DP0078  VERT ORDER  -  SECOND    CLASS 0
 DP0078
 DP0078.The horizontal coordinates were scaled from a topographic map and have
 DP0078.an estimated accuracy of +/- 6 seconds.
 DP0078
 DP0078.The orthometric height was determined by differential leveling
 DP0078.and adjusted by the National Geodetic Survey in June 1991..
 DP0078
 DP0078.The geoid height was determined by GEOID03.
 DP0078
 DP0078.The dynamic height is computed by dividing the NAVD 88
 DP0078.geopotential number by the normal gravity value computed on the
 DP0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0078.degrees latitude (g = 980.6199 gals.).
 DP0078
 DP0078.The modeled gravity was interpolated from observed gravity values.
 DP0078
 DP0078;                    North         East    Units  Estimated Accuracy
 DP0078;SPC TXNC     - 2,182,250.      404,380.      MT  (+/- 180 meters Scaled)
 DP0078
 DP0078                          SUPERSEDED SURVEY CONTROL
 DP0078
 DP0078  NGVD 29 (??/??/92)  625.018  (m)         2050.58   (f) ADJ UNCH    2 0
 DP0078
 DP0078.Superseded values are not recommended for survey control.
 DP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0078.See file dsdata.txt to determine how the superseded data were derived.
 DP0078
 DP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB509848(NAD 83)
 DP0078_MARKER: DB = BENCH MARK DISK
 DP0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0078_STAMPING: F-433 1934
 DP0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0078+STABILITY: SURFACE MOTION
 DP0078
 DP0078  HISTORY     - Date     Condition        Report By
 DP0078  HISTORY     - 1934     MONUMENTED       CGS
 DP0078  HISTORY     - 1935     GOOD             NGS
 DP0078
 DP0078                          STATION DESCRIPTION
 DP0078
 DP0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0078'3.6 MI N FROM JAYTON.
 DP0078'3.6 MI. N. OF DEPOT ALONG F.W. AND D. RY. 64 FT. S. OF THE CENTER LINE
 DP0078'OF SECONDARY ROAD CROSSING TRACK, 50 FT. S. OF A GRADE CROSSING, 36
 DP0078'FT. E. OF THE CENTER LINE OF TRACK, 6 FT. W. OF THE FENCE LINE, AND 2
 DP0078'FT. S. OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0109 ***********************************************************************
 EN0109  DESIGNATION -  F 435 RESET 1959
 EN0109  PID         -  EN0109
 EN0109  STATE/COUNTY-  TX/COTTLE
 EN0109  USGS QUAD   -  MOONS CAMP (1981)
 EN0109
 EN0109                         *CURRENT SURVEY CONTROL
 EN0109  ___________________________________________________________________
 EN0109* NAD 83(1986)-  34 03 00.     (N)    100 12 36.     (W)     SCALED    
 EN0109* NAVD 88     -       530.38   (meters)    1740.1    (feet)  RESET     
 EN0109  ___________________________________________________________________
 EN0109  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EN0109
 EN0109  VERT ORDER  -  THIRD
 EN0109
 EN0109.The horizontal coordinates were scaled from a topographic map and have
 EN0109.an estimated accuracy of +/- 6 seconds.
 EN0109
 EN0109.The orthometric height was computed from unverified reset data.
 EN0109
 EN0109.The geoid height was determined by GEOID03.
 EN0109
 EN0109;                    North         East    Units  Estimated Accuracy
 EN0109;SPC TXNC     - 2,265,590.      442,120.      MT  (+/- 180 meters Scaled)
 EN0109
 EN0109                          SUPERSEDED SURVEY CONTROL
 EN0109
 EN0109.No superseded survey control is available for this station.
 EN0109
 EN0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC883683(NAD 83)
 EN0109_MARKER: DB = BENCH MARK DISK
 EN0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0109_STAMPING: F 435 RESET 1959
 EN0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0109+STABILITY: SURFACE MOTION
 EN0109
 EN0109  HISTORY     - Date     Condition        Report By
 EN0109  HISTORY     - 1959     MONUMENTED       CGS
 EN0109
 EN0109                          STATION DESCRIPTION
 EN0109
 EN0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EN0109'6.0 MI E FROM PADUCAH.
 EN0109'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY NO. 70 FROM PADUCAH, COTTLE
 EN0109'COUNTY, 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, AT A BRACED
 EN0109'GATE POST AND ABOUT 20 FEET EAST OF A FENCE LINE LEADING NORTH. IT IS
 EN0109'IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD.  A STANDARD DISK
 EN0109'STAMPED F 435 RESET 1959 IN A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0024 ***********************************************************************
 DP0024  DESIGNATION -  F 436
 DP0024  PID         -  DP0024
 DP0024  STATE/COUNTY-  TX/KING
 DP0024  USGS QUAD   -  GROW (1981)
 DP0024
 DP0024                         *CURRENT SURVEY CONTROL
 DP0024  ___________________________________________________________________
 DP0024* NAD 83(1986)-  33 46 51.     (N)    100 20 21.     (W)     SCALED    
 DP0024* NAVD 88     -       586.023  (meters)    1922.64   (feet)  ADJUSTED  
 DP0024  ___________________________________________________________________
 DP0024  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DP0024  DYNAMIC HT  -         585.334 (meters)    1920.38  (feet)  COMP
 DP0024  MODELED GRAV-     979,441.5   (mgal)                       NAVD 88
 DP0024
 DP0024  VERT ORDER  -  SECOND    CLASS 0
 DP0024
 DP0024.The horizontal coordinates were scaled from a topographic map and have
 DP0024.an estimated accuracy of +/- 6 seconds.
 DP0024
 DP0024.The orthometric height was determined by differential leveling
 DP0024.and adjusted by the National Geodetic Survey in June 1991..
 DP0024
 DP0024.The geoid height was determined by GEOID03.
 DP0024
 DP0024.The dynamic height is computed by dividing the NAVD 88
 DP0024.geopotential number by the normal gravity value computed on the
 DP0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0024.degrees latitude (g = 980.6199 gals.).
 DP0024
 DP0024.The modeled gravity was interpolated from observed gravity values.
 DP0024
 DP0024;                    North         East    Units  Estimated Accuracy
 DP0024;SPC TXNC     - 2,235,940.      429,670.      MT  (+/- 180 meters Scaled)
 DP0024
 DP0024                          SUPERSEDED SURVEY CONTROL
 DP0024
 DP0024  NGVD 29 (??/??/92)  585.828  (m)         1922.00   (f) ADJ UNCH    2 0
 DP0024
 DP0024.Superseded values are not recommended for survey control.
 DP0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0024.See file dsdata.txt to determine how the superseded data were derived.
 DP0024
 DP0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC760386(NAD 83)
 DP0024_MARKER: DB = BENCH MARK DISK
 DP0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0024_STAMPING: F-436 1934
 DP0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0024+STABILITY: SURFACE MOTION
 DP0024
 DP0024  HISTORY     - Date     Condition        Report By
 DP0024  HISTORY     - 1934     MONUMENTED       CGS
 DP0024  HISTORY     - 1935     GOOD             NGS
 DP0024  HISTORY     - 1959     MARK NOT FOUND   LOCENG
 DP0024
 DP0024                          STATION DESCRIPTION
 DP0024
 DP0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0024'11.6 MI N FROM GUTHRIE.
 DP0024'11.6 MI. N. ALONG U.S. NO. 83 IN THE N.W. CORNER OF A CROSS ROAD, 49
 DP0024'FT. W. OF THE CENTER LINE OF HWY., 45 FT. N. OF THE CENTER LINE OF
 DP0024'CROSS ROAD, 7 FT. N. OF A FENCE CORNER, 5 FT. S. OF A TELEPHONE POLE,
 DP0024'AND 2 FT. E. OF THE FENCE LINE.
 DP0024
 DP0024                          STATION RECOVERY (1959)
 DP0024
 DP0024'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 DP0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0094 ***********************************************************************
 EN0094  DESIGNATION -  F 437
 EN0094  PID         -  EN0094
 EN0094  STATE/COUNTY-  TX/COTTLE
 EN0094  USGS QUAD   -  SWEARINGEN (1981)
 EN0094
 EN0094                         *CURRENT SURVEY CONTROL
 EN0094  ___________________________________________________________________
 EN0094* NAD 83(1986)-  34 09 09.     (N)    100 08 46.     (W)     SCALED    
 EN0094* NAVD 88     -       531.816  (meters)    1744.80   (feet)  ADJUSTED  
 EN0094  ___________________________________________________________________
 EN0094  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 EN0094  DYNAMIC HT  -         531.209 (meters)    1742.81  (feet)  COMP
 EN0094  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 EN0094
 EN0094  VERT ORDER  -  SECOND    CLASS 0
 EN0094
 EN0094.The horizontal coordinates were scaled from a topographic map and have
 EN0094.an estimated accuracy of +/- 6 seconds.
 EN0094
 EN0094.The orthometric height was determined by differential leveling
 EN0094.and adjusted by the National Geodetic Survey in June 1991..
 EN0094
 EN0094.The geoid height was determined by GEOID03.
 EN0094
 EN0094.The dynamic height is computed by dividing the NAVD 88
 EN0094.geopotential number by the normal gravity value computed on the
 EN0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0094.degrees latitude (g = 980.6199 gals.).
 EN0094
 EN0094.The modeled gravity was interpolated from observed gravity values.
 EN0094
 EN0094;                    North         East    Units  Estimated Accuracy
 EN0094;SPC TXNC     - 2,276,860.      448,190.      MT  (+/- 180 meters Scaled)
 EN0094
 EN0094                          SUPERSEDED SURVEY CONTROL
 EN0094
 EN0094  NGVD 29 (??/??/92)  531.622  (m)         1744.16   (f) ADJ UNCH    2 0
 EN0094
 EN0094.Superseded values are not recommended for survey control.
 EN0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0094.See file dsdata.txt to determine how the superseded data were derived.
 EN0094
 EN0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC943796(NAD 83)
 EN0094_MARKER: DB = BENCH MARK DISK
 EN0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0094_STAMPING: F 437 1934
 EN0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0094+STABILITY: SURFACE MOTION
 EN0094
 EN0094  HISTORY     - Date     Condition        Report By
 EN0094  HISTORY     - 1934     MONUMENTED       CGS
 EN0094  HISTORY     - 1958     GOOD             NGS
 EN0094
 EN0094                          STATION DESCRIPTION
 EN0094
 EN0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0094'IN SWEARINGEN.
 EN0094'AT SWEARINGEN, COTTLE COUNTY, 27 FEET EAST OF THE QUANAH, ACME AND
 EN0094'PACIFIC RAILWAY STATION, ABOUT 9 1/2 POLES NORTHEAST OF MILEPOST 30,
 EN0094'15 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN TRACK, AND AT THE
 EN0094'NORTHEAST CORNER OF THE DIRT PLATFORM.  A STANDARD DISK, STAMPED F 437
 EN0094'1934 AND SET IN THE TOP OF A CONCRETE POST.
 EN0094
 EN0094                          STATION RECOVERY (1958)
 EN0094
 EN0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0220 ***********************************************************************
 DP0220  DESIGNATION -  F 438
 DP0220  PID         -  DP0220
 DP0220  STATE/COUNTY-  TX/MOTLEY
 DP0220  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0220
 DP0220                         *CURRENT SURVEY CONTROL
 DP0220  ___________________________________________________________________
 DP0220* NAD 83(1986)-  33 54 23.     (N)    100 46 05.     (W)     SCALED    
 DP0220* NAVD 88     -       767.648  (meters)    2518.53   (feet)  ADJUSTED  
 DP0220  ___________________________________________________________________
 DP0220  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DP0220  DYNAMIC HT  -         766.712 (meters)    2515.45  (feet)  COMP
 DP0220  MODELED GRAV-     979,390.7   (mgal)                       NAVD 88
 DP0220
 DP0220  VERT ORDER  -  SECOND    CLASS 0
 DP0220
 DP0220.The horizontal coordinates were scaled from a topographic map and have
 DP0220.an estimated accuracy of +/- 6 seconds.
 DP0220
 DP0220.The orthometric height was determined by differential leveling
 DP0220.and adjusted by the National Geodetic Survey in June 1991..
 DP0220
 DP0220.The geoid height was determined by GEOID03.
 DP0220
 DP0220.The dynamic height is computed by dividing the NAVD 88
 DP0220.geopotential number by the normal gravity value computed on the
 DP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0220.degrees latitude (g = 980.6199 gals.).
 DP0220
 DP0220.The modeled gravity was interpolated from observed gravity values.
 DP0220
 DP0220;                    North         East    Units  Estimated Accuracy
 DP0220;SPC TXNC     - 2,250,640.      390,260.      MT  (+/- 180 meters Scaled)
 DP0220
 DP0220                          SUPERSEDED SURVEY CONTROL
 DP0220
 DP0220  NGVD 29 (??/??/92)  767.357  (m)         2517.57   (f) ADJ UNCH    2 0
 DP0220
 DP0220.Superseded values are not recommended for survey control.
 DP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0220.See file dsdata.txt to determine how the superseded data were derived.
 DP0220
 DP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC365531(NAD 83)
 DP0220_MARKER: DB = BENCH MARK DISK
 DP0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0220_STAMPING: F 438 1934
 DP0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0220+STABILITY: SURFACE MOTION
 DP0220
 DP0220  HISTORY     - Date     Condition        Report By
 DP0220  HISTORY     - 1934     MONUMENTED       CGS
 DP0220  HISTORY     - 1958     GOOD             NGS
 DP0220
 DP0220                          STATION DESCRIPTION
 DP0220
 DP0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0220'4.9 MI W FROM RUSSELLVILLE.
 DP0220'ABOUT 4.9 MILES WEST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 DP0220'RUSSELLVILLE, MOTLEY COUNTY, 2 FEET EAST OF MILEPOST 74, 30 FEET NORTH
 DP0220'OF THE CENTER LINE OF THE TRACK, AND 20 FEET SOUTH OF A FENCE. A
 DP0220'STANDARD DISK, STAMPED F 438 1934 AND SET IN THE TOP OF A CONCRETE
 DP0220'POST.
 DP0220
 DP0220                          STATION RECOVERY (1958)
 DP0220
 DP0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0296 ***********************************************************************
 EN0296  DESIGNATION -  F 439
 EN0296  PID         -  EN0296
 EN0296  STATE/COUNTY-  TX/FLOYD
 EN0296  USGS QUAD   -  LOCKNEY (1965)
 EN0296
 EN0296                         *CURRENT SURVEY CONTROL
 EN0296  ___________________________________________________________________
 EN0296* NAD 83(1986)-  34 04 47.     (N)    101 24 02.     (W)     SCALED    
 EN0296* NAVD 88     -       989.438  (meters)    3246.18   (feet)  ADJUSTED  
 EN0296  ___________________________________________________________________
 EN0296  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EN0296  DYNAMIC HT  -         988.169 (meters)    3242.02  (feet)  COMP
 EN0296  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 EN0296
 EN0296  VERT ORDER  -  SECOND    CLASS 0
 EN0296
 EN0296.The horizontal coordinates were scaled from a topographic map and have
 EN0296.an estimated accuracy of +/- 6 seconds.
 EN0296
 EN0296.The orthometric height was determined by differential leveling
 EN0296.and adjusted by the National Geodetic Survey in June 1991..
 EN0296
 EN0296.The geoid height was determined by GEOID03.
 EN0296
 EN0296.The dynamic height is computed by dividing the NAVD 88
 EN0296.geopotential number by the normal gravity value computed on the
 EN0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0296.degrees latitude (g = 980.6199 gals.).
 EN0296
 EN0296.The modeled gravity was interpolated from observed gravity values.
 EN0296
 EN0296;                    North         East    Units  Estimated Accuracy
 EN0296;SPC TXNC     - 2,271,300.      332,310.      MT  (+/- 180 meters Scaled)
 EN0296
 EN0296                          SUPERSEDED SURVEY CONTROL
 EN0296
 EN0296  NGVD 29 (??/??/92)  989.062  (m)         3244.95   (f) ADJ UNCH    2 0
 EN0296
 EN0296.Superseded values are not recommended for survey control.
 EN0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0296.See file dsdata.txt to determine how the superseded data were derived.
 EN0296
 EN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC784735(NAD 83)
 EN0296_MARKER: DB = BENCH MARK DISK
 EN0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0296_STAMPING: F 439 1934
 EN0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0296+STABILITY: SURFACE MOTION
 EN0296
 EN0296  HISTORY     - Date     Condition        Report By
 EN0296  HISTORY     - 1934     MONUMENTED       CGS
 EN0296  HISTORY     - 1958     GOOD             NGS
 EN0296  HISTORY     - 1984     GOOD             DMA
 EN0296
 EN0296                          STATION DESCRIPTION
 EN0296
 EN0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0296'3.6 MI E FROM LOCKNEY.
 EN0296'ABOUT 3.6 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EN0296'LOCKNEY, FLOYD COUNTY, 3 FEET NORTHEAST OF MILEPOST 19, 49 FEET NORTH
 EN0296'OF THE CENTER LINE OF THE TRACK, 32 FEET SOUTH OF THE CENTER LINE OF
 EN0296'OLD U.S. HIGHWAY 70, AND 2 FEET SOUTH OF THE FENCE.  A STANDARD DISK,
 EN0296'STAMPED F 439 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EN0296
 EN0296                          STATION RECOVERY (1958)
 EN0296
 EN0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0296'RECOVERED IN GOOD CONDITION.
 EN0296
 EN0296                          STATION RECOVERY (1984)
 EN0296
 EN0296'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 EN0296'NEW MEASUREMENT AS FOLLOWS: 1.37 METERS SOUTHEAST OF TELEPHONE POLE,
 EN0296'14.9 METERS NORTHEAST OF CENTERLINE OF RAILROAD TRACKS, APPROXIMATELY
 EN0296'22 METERS EAST OF MILEPOST 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0111 ***********************************************************************
 EO0111  DESIGNATION -  F 440
 EO0111  PID         -  EO0111
 EO0111  STATE/COUNTY-  TX/LAMB
 EO0111  USGS QUAD   -  OLTON (1981)
 EO0111
 EO0111                         *CURRENT SURVEY CONTROL
 EO0111  ___________________________________________________________________
 EO0111* NAD 83(1986)-  34 11 18.     (N)    102 07 32.     (W)     SCALED    
 EO0111* NAVD 88     -      1096.095  (meters)    3596.11   (feet)  ADJUSTED  
 EO0111  ___________________________________________________________________
 EO0111  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 EO0111  DYNAMIC HT  -        1094.690 (meters)    3591.50  (feet)  COMP
 EO0111  MODELED GRAV-     979,316.4   (mgal)                       NAVD 88
 EO0111
 EO0111  VERT ORDER  -  SECOND    CLASS 0
 EO0111
 EO0111.The horizontal coordinates were scaled from a topographic map and have
 EO0111.an estimated accuracy of +/- 6 seconds.
 EO0111
 EO0111.The orthometric height was determined by differential leveling
 EO0111.and adjusted by the National Geodetic Survey in June 1991..
 EO0111
 EO0111.The geoid height was determined by GEOID03.
 EO0111
 EO0111.The dynamic height is computed by dividing the NAVD 88
 EO0111.geopotential number by the normal gravity value computed on the
 EO0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0111.degrees latitude (g = 980.6199 gals.).
 EO0111
 EO0111.The modeled gravity was interpolated from observed gravity values.
 EO0111
 EO0111;                    North         East    Units  Estimated Accuracy
 EO0111;SPC TXNC     - 2,285,420.      265,840.      MT  (+/- 180 meters Scaled)
 EO0111
 EO0111                          SUPERSEDED SURVEY CONTROL
 EO0111
 EO0111  NGVD 29 (??/??/92) 1095.623  (m)         3594.56   (f) ADJ UNCH    2 0
 EO0111
 EO0111.Superseded values are not recommended for survey control.
 EO0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0111.See file dsdata.txt to determine how the superseded data were derived.
 EO0111
 EO0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT649867(NAD 83)
 EO0111_MARKER: DB = BENCH MARK DISK
 EO0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0111_SP_SET: CULVERT
 EO0111_STAMPING: F-440 1934
 EO0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0111
 EO0111  HISTORY     - Date     Condition        Report By
 EO0111  HISTORY     - 1934     MONUMENTED       CGS
 EO0111  HISTORY     - 1948     GOOD             NGS
 EO0111
 EO0111                          STATION DESCRIPTION
 EO0111
 EO0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0111'0.4 MI E FROM OLTON.
 EO0111'0.4 MI. E. ALONG U.S. NO. 70 0.2 MI. E. OF A SER. STA., 16 FT. S. OF
 EO0111'THE CENTER LINE OF HWY., AND SET IN THE CENTER LINE OF THE S. ABUTMENT
 EO0111'OF A CONC. CULVERT.
 EO0111
 EO0111                          STATION RECOVERY (1948)
 EO0111
 EO0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 EO0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0314 ***********************************************************************
 DP0314  DESIGNATION -  F 443
 DP0314  PID         -  DP0314
 DP0314  STATE/COUNTY-  TX/LYNN
 DP0314  USGS QUAD   -  TAHOKA (1981)
 DP0314
 DP0314                         *CURRENT SURVEY CONTROL
 DP0314  ___________________________________________________________________
 DP0314* NAD 83(1986)-  33 09 52.     (N)    101 47 45.     (W)     SCALED    
 DP0314* NAVD 88     -       945.596  (meters)    3102.34   (feet)  ADJUSTED  
 DP0314  ___________________________________________________________________
 DP0314  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 DP0314  DYNAMIC HT  -         944.353 (meters)    3098.26  (feet)  COMP
 DP0314  MODELED GRAV-     979,290.0   (mgal)                       NAVD 88
 DP0314
 DP0314  VERT ORDER  -  SECOND    CLASS 0
 DP0314
 DP0314.The horizontal coordinates were scaled from a topographic map and have
 DP0314.an estimated accuracy of +/- 6 seconds.
 DP0314
 DP0314.The orthometric height was determined by differential leveling
 DP0314.and adjusted by the National Geodetic Survey in June 1991..
 DP0314
 DP0314.The geoid height was determined by GEOID03.
 DP0314
 DP0314.The dynamic height is computed by dividing the NAVD 88
 DP0314.geopotential number by the normal gravity value computed on the
 DP0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0314.degrees latitude (g = 980.6199 gals.).
 DP0314
 DP0314.The modeled gravity was interpolated from observed gravity values.
 DP0314
 DP0314;                    North         East    Units  Estimated Accuracy
 DP0314;SPC TXNC     - 2,170,910.      292,660.      MT  (+/- 180 meters Scaled)
 DP0314
 DP0314                          SUPERSEDED SURVEY CONTROL
 DP0314
 DP0314  NGVD 29 (??/??/92)  945.202  (m)         3101.05   (f) ADJ UNCH    2 0
 DP0314
 DP0314.Superseded values are not recommended for survey control.
 DP0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0314.See file dsdata.txt to determine how the superseded data were derived.
 DP0314
 DP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB392729(NAD 83)
 DP0314_MARKER: DB = BENCH MARK DISK
 DP0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0314_SP_SET: STEP
 DP0314_STAMPING: F 443 1934
 DP0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0314
 DP0314  HISTORY     - Date     Condition        Report By
 DP0314  HISTORY     - 1934     MONUMENTED       CGS
 DP0314  HISTORY     - 1934     GOOD             NGS
 DP0314  HISTORY     - 1966     GOOD             NGS
 DP0314
 DP0314                          STATION DESCRIPTION
 DP0314
 DP0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0314'IN TAHOKA.
 DP0314'AT TAHOKA, LYNN COUNTY, AT THE NORTH ENTRANCE TO THE COUNTY
 DP0314'COURTHOUSE, IN THE EAST END OF THE SECOND CONCRETE STEP, AND 14 FEET
 DP0314'EAST OF THE CENTERLINE OF THE ENTRANCE.  A STANDARD DISK, STAMPED F
 DP0314'443 1934.
 DP0314
 DP0314                          STATION RECOVERY (1966)
 DP0314
 DP0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DP0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0325 ***********************************************************************
 DP0325  DESIGNATION -  F 445
 DP0325  PID         -  DP0325
 DP0325  STATE/COUNTY-  TX/LYNN
 DP0325  USGS QUAD   -  GRASSLAND (1970)
 DP0325
 DP0325                         *CURRENT SURVEY CONTROL
 DP0325  ___________________________________________________________________
 DP0325* NAD 83(1986)-  33 09 59.     (N)    101 35 28.     (W)     SCALED    
 DP0325* NAVD 88     -       903.185  (meters)    2963.20   (feet)  ADJUSTED  
 DP0325  ___________________________________________________________________
 DP0325  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 DP0325  DYNAMIC HT  -         902.000 (meters)    2959.31  (feet)  COMP
 DP0325  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 DP0325
 DP0325  VERT ORDER  -  SECOND    CLASS 0
 DP0325
 DP0325.The horizontal coordinates were scaled from a topographic map and have
 DP0325.an estimated accuracy of +/- 6 seconds.
 DP0325
 DP0325.The orthometric height was determined by differential leveling
 DP0325.and adjusted by the National Geodetic Survey in June 1991..
 DP0325
 DP0325.The geoid height was determined by GEOID03.
 DP0325
 DP0325.The dynamic height is computed by dividing the NAVD 88
 DP0325.geopotential number by the normal gravity value computed on the
 DP0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0325.degrees latitude (g = 980.6199 gals.).
 DP0325
 DP0325.The modeled gravity was interpolated from observed gravity values.
 DP0325
 DP0325;                    North         East    Units  Estimated Accuracy
 DP0325;SPC TXNC     - 2,170,550.      311,750.      MT  (+/- 180 meters Scaled)
 DP0325
 DP0325                          SUPERSEDED SURVEY CONTROL
 DP0325
 DP0325  NGVD 29 (??/??/92)  902.766  (m)         2961.82   (f) ADJ UNCH    2 0
 DP0325
 DP0325.Superseded values are not recommended for survey control.
 DP0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0325.See file dsdata.txt to determine how the superseded data were derived.
 DP0325
 DP0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB583727(NAD 83)
 DP0325_MARKER: DB = BENCH MARK DISK
 DP0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0325_STAMPING: F 445 1934
 DP0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0325+STABILITY: SURFACE MOTION
 DP0325
 DP0325  HISTORY     - Date     Condition        Report By
 DP0325  HISTORY     - 1934     MONUMENTED       CGS
 DP0325  HISTORY     - 1970     MARK NOT FOUND   USGS
 DP0325
 DP0325                          STATION DESCRIPTION
 DP0325
 DP0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0325'12.0 MI E FROM TAHOKA.
 DP0325'IN LYNN COUNTY, 12.0 MILES EAST ALONG U. S. HIGHWAY 380 AND STATE
 DP0325'HIGHWAY 84 FROM THE COUNTY COURTHOUSE AT TAHOKA, LYNN COUNTY, 13.1
 DP0325'MILES WEST OF THE COURTHOUSE AT POST, GARZA COUNTY, 0.3 MILE NORTH OF
 DP0325'A RIGHT ANGLE TURN IN THE HIGHWAY, 0.2 MILE SOUTH OF A FARM WINDMILL
 DP0325'ON THE WEST SIDE OF THE HIGHWAY, 40 FEET EAST OF THE CENTERLINE OF THE
 DP0325'HIGHWAY, AND 2 FEET WEST OF A FENCE.  A STANDARD DISK STAMPED F 445
 DP0325'1934 AND SET IN THE TOP OF A CONCRETE POST.
 DP0325
 DP0325                          STATION RECOVERY (1970)
 DP0325
 DP0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DP0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0668 ***********************************************************************
 CU0668  DESIGNATION -  F 446
 CU0668  PID         -  CU0668
 CU0668  STATE/COUNTY-  TX/DAWSON
 CU0668  USGS QUAD   -  KEY (1970)
 CU0668
 CU0668                         *CURRENT SURVEY CONTROL
 CU0668  ___________________________________________________________________
 CU0668* NAD 83(1986)-  32 43 47.     (N)    101 47 29.     (W)     SCALED    
 CU0668* NAVD 88     -       895.042  (meters)    2936.48   (feet)  ADJUSTED  
 CU0668  ___________________________________________________________________
 CU0668  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CU0668  DYNAMIC HT  -         893.859 (meters)    2932.60  (feet)  COMP
 CU0668  MODELED GRAV-     979,286.0   (mgal)                       NAVD 88
 CU0668
 CU0668  VERT ORDER  -  SECOND    CLASS 0
 CU0668
 CU0668.The horizontal coordinates were scaled from a topographic map and have
 CU0668.an estimated accuracy of +/- 6 seconds.
 CU0668
 CU0668.The orthometric height was determined by differential leveling
 CU0668.and adjusted by the National Geodetic Survey in June 1991..
 CU0668
 CU0668.The geoid height was determined by GEOID03.
 CU0668
 CU0668.The dynamic height is computed by dividing the NAVD 88
 CU0668.geopotential number by the normal gravity value computed on the
 CU0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0668.degrees latitude (g = 980.6199 gals.).
 CU0668
 CU0668.The modeled gravity was interpolated from observed gravity values.
 CU0668
 CU0668;                    North         East    Units  Estimated Accuracy
 CU0668;SPC TXNC     - 2,122,710.      291,560.      MT  (+/- 180 meters Scaled)
 CU0668
 CU0668                          SUPERSEDED SURVEY CONTROL
 CU0668
 CU0668  NGVD 29 (??/??/92)  894.724  (m)         2935.44   (f) ADJ UNCH    2 0
 CU0668
 CU0668.Superseded values are not recommended for survey control.
 CU0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0668.See file dsdata.txt to determine how the superseded data were derived.
 CU0668
 CU0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB384247(NAD 83)
 CU0668_MARKER: DB = BENCH MARK DISK
 CU0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0668_STAMPING: F 446 1934
 CU0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0668+STABILITY: SURFACE MOTION
 CU0668
 CU0668  HISTORY     - Date     Condition        Report By
 CU0668  HISTORY     - 1934     MONUMENTED       CGS
 CU0668  HISTORY     - 1955     GOOD             NGS
 CU0668  HISTORY     - 1968     MARK NOT FOUND   USGS
 CU0668
 CU0668                          STATION DESCRIPTION
 CU0668
 CU0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CU0668'11.1 MI E FROM LAMESA.
 CU0668'11.1 MILES EAST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE AT LAMESA,
 CU0668'DAWSON COUNTY, 0.7 MILE EAST OF KEYS, 500 FEET NORTHEAST OF A
 CU0668'FARMHOUSE AND A WINDMILL ON THE SOUTH SIDE OF THE HIGHWAY, 104 FEET
 CU0668'EAST OF A SIDE ROAD LEADING SOUTH, 50 FEET SOUTH OF THE CENTERLINE OF
 CU0668'THE HIGHWAY, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 CU0668'DISK, STAMPED F 446 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CU0668
 CU0668                          STATION RECOVERY (1968)
 CU0668
 CU0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CU0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0504 ***********************************************************************
 CU0504  DESIGNATION -  F 447
 CU0504  PID         -  CU0504
 CU0504  STATE/COUNTY-  TX/SCURRY
 CU0504  USGS QUAD   -  IRA NE (1979)
 CU0504
 CU0504                         *CURRENT SURVEY CONTROL
 CU0504  ___________________________________________________________________
 CU0504* NAD 83(1986)-  32 43 47.     (N)    101 04 36.     (W)     SCALED    
 CU0504* NAVD 88     -       751.560  (meters)    2465.74   (feet)  POSTED    
 CU0504  ___________________________________________________________________
 CU0504  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CU0504  DYNAMIC HT  -         750.570 (meters)    2462.50  (feet)  COMP
 CU0504  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 CU0504
 CU0504  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CU0504
 CU0504.The horizontal coordinates were scaled from a topographic map and have
 CU0504.an estimated accuracy of +/- 6 seconds.
 CU0504
 CU0504.The orthometric height was determined by differential leveling
 CU0504.and adjusted by the National Geodetic Survey in 1992..
 CU0504.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CU0504.rate of 2.1 thru 3.0 mm/km.
 CU0504
 CU0504.The geoid height was determined by GEOID03.
 CU0504
 CU0504.The dynamic height is computed by dividing the NAVD 88
 CU0504.geopotential number by the normal gravity value computed on the
 CU0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0504.degrees latitude (g = 980.6199 gals.).
 CU0504
 CU0504.The modeled gravity was interpolated from observed gravity values.
 CU0504
 CU0504;                    North         East    Units  Estimated Accuracy
 CU0504;SPC TXNC     - 2,120,840.      358,520.      MT  (+/- 180 meters Scaled)
 CU0504
 CU0504                          SUPERSEDED SURVEY CONTROL
 CU0504
 CU0504  NGVD 29 (??/??/92)  751.244  (m)         2464.71   (f) ADJ UNCH    2 0
 CU0504
 CU0504.Superseded values are not recommended for survey control.
 CU0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0504.See file dsdata.txt to determine how the superseded data were derived.
 CU0504
 CU0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB053232(NAD 83)
 CU0504_MARKER: DB = BENCH MARK DISK
 CU0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0504_STAMPING: F 447 1934
 CU0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0504+STABILITY: SURFACE MOTION
 CU0504
 CU0504  HISTORY     - Date     Condition        Report By
 CU0504  HISTORY     - 1934     MONUMENTED       CGS
 CU0504  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0504
 CU0504                          STATION DESCRIPTION
 CU0504
 CU0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0504'9.3 MI W FROM SNYDER.
 CU0504'9.3 MILES WEST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE AT SNYDER,
 CU0504'SCURRY COUNTY, 0.25 MILE WEST OF THE JUNCTION OF A RANCH ROAD LEADING
 CU0504'SOUTH, 245 FEET NORTH OF TURNER SCHOOL, 39 FEET NORTH OF THE CENTER
 CU0504'LINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK,
 CU0504'STAMPED F 447 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 CU0504'TURNER SCHOOL HAS BEEN TORN DOWN AND ONLY THE FOUNDATION REMAINS. SAND
 CU0504'HAS DRIFTED TO AN APPROXIMATE DEPTH OF 4 FEET AT THE DESCRIBED
 CU0504'LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0711 ***********************************************************************
 CS0711  DESIGNATION -  F 447
 CS0711  PID         -  CS0711
 CS0711  STATE/COUNTY-  TX/ELLIS
 CS0711  USGS QUAD   -  FORRESTON (1978)
 CS0711
 CS0711                         *CURRENT SURVEY CONTROL
 CS0711  ___________________________________________________________________
 CS0711* NAD 83(1986)-  32 18 37.     (N)    096 51 27.     (W)     SCALED    
 CS0711* NAVD 88     -       181.562  (meters)     595.67   (feet)  ADJUSTED  
 CS0711  ___________________________________________________________________
 CS0711  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CS0711  DYNAMIC HT  -         181.346 (meters)     594.97  (feet)  COMP
 CS0711  MODELED GRAV-     979,448.4   (mgal)                       NAVD 88
 CS0711
 CS0711  VERT ORDER  -  SECOND    CLASS 0
 CS0711
 CS0711.The horizontal coordinates were scaled from a topographic map and have
 CS0711.an estimated accuracy of +/- 6 seconds.
 CS0711
 CS0711.The orthometric height was determined by differential leveling
 CS0711.and adjusted by the National Geodetic Survey in June 1991..
 CS0711
 CS0711.The geoid height was determined by GEOID03.
 CS0711
 CS0711.The dynamic height is computed by dividing the NAVD 88
 CS0711.geopotential number by the normal gravity value computed on the
 CS0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0711.degrees latitude (g = 980.6199 gals.).
 CS0711
 CS0711.The modeled gravity was interpolated from observed gravity values.
 CS0711
 CS0711;                    North         East    Units  Estimated Accuracy
 CS0711;SPC TXNC     - 2,072,580.      754,670.      MT  (+/- 180 meters Scaled)
 CS0711
 CS0711                          SUPERSEDED SURVEY CONTROL
 CS0711
 CS0711  NGVD 29 (??/??/92)  181.550  (m)          595.64   (f) ADJ UNCH    2 0
 CS0711
 CS0711.Superseded values are not recommended for survey control.
 CS0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0711.See file dsdata.txt to determine how the superseded data were derived.
 CS0711
 CS0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA017768(NAD 83)
 CS0711_MARKER: DD = SURVEY DISK
 CS0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0711_SP_SET: CURB
 CS0711_STAMPING: F 447
 CS0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0711
 CS0711  HISTORY     - Date     Condition        Report By
 CS0711  HISTORY     - UNK      MONUMENTED       TXRD
 CS0711  HISTORY     - 1934     GOOD             NGS
 CS0711  HISTORY     - 1942     GOOD             NGS
 CS0711  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0711
 CS0711                          STATION DESCRIPTION
 CS0711
 CS0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CS0711'5.6 MI S FROM WAXAHACHIE.
 CS0711'5.6 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM WAXAHACHIE, ELLIS COUNTY,
 CS0711'AT MILEAGE 803.5, 155 FEET WEST OF THE CENTERLINE OF THE
 CS0711'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, AT A SMALL CONCRETE HIGHWAY
 CS0711'BRIDGE, IN THE SOUTHEAST CORNER OF THE CURB, AND 10 FEET EAST OF THE
 CS0711'CENTERLINE OF THE HIGHWAY.  A TEXAS RECLAMATION DEPARTMENT STANDARD
 CS0711'DISK, STAMPED F 447.
 CS0711
 CS0711                          STATION RECOVERY (1942)
 CS0711
 CS0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CS0711'RECOVERED IN GOOD CONDITION.
 CS0711
 CS0711                          STATION RECOVERY (2002)
 CS0711
 CS0711'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0263 ***********************************************************************
 BN0263  DESIGNATION -  F 448
 BN0263  PID         -  BN0263
 BN0263  STATE/COUNTY-  TX/MASON
 BN0263  USGS QUAD   -  GRIT (1970)
 BN0263
 BN0263                         *CURRENT SURVEY CONTROL
 BN0263  ___________________________________________________________________
 BN0263* NAD 83(1986)-  30 46 15.     (N)    099 16 55.     (W)     SCALED    
 BN0263* NAVD 88     -       525.117  (meters)    1722.82   (feet)  ADJUSTED  
 BN0263  ___________________________________________________________________
 BN0263  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BN0263  DYNAMIC HT  -         524.397 (meters)    1720.46  (feet)  COMP
 BN0263  MODELED GRAV-     979,252.4   (mgal)                       NAVD 88
 BN0263
 BN0263  VERT ORDER  -  SECOND    CLASS 0
 BN0263
 BN0263.The horizontal coordinates were scaled from a topographic map and have
 BN0263.an estimated accuracy of +/- 6 seconds.
 BN0263
 BN0263.The orthometric height was determined by differential leveling
 BN0263.and adjusted by the National Geodetic Survey in June 1991..
 BN0263
 BN0263.The geoid height was determined by GEOID03.
 BN0263
 BN0263.The dynamic height is computed by dividing the NAVD 88
 BN0263.geopotential number by the normal gravity value computed on the
 BN0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0263.degrees latitude (g = 980.6199 gals.).
 BN0263
 BN0263.The modeled gravity was interpolated from observed gravity values.
 BN0263
 BN0263;                    North         East    Units  Estimated Accuracy
 BN0263;SPC TX C     - 3,122,880.      800,640.      MT  (+/- 180 meters Scaled)
 BN0263
 BN0263                          SUPERSEDED SURVEY CONTROL
 BN0263
 BN0263  NGVD 29 (??/??/92)  525.054  (m)         1722.61   (f) ADJ UNCH    2 0
 BN0263
 BN0263.Superseded values are not recommended for survey control.
 BN0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0263.See file dsdata.txt to determine how the superseded data were derived.
 BN0263
 BN0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV730042(NAD 83)
 BN0263_MARKER: DB = BENCH MARK DISK
 BN0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0263_STAMPING: F 448 1935
 BN0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0263+STABILITY: SURFACE MOTION
 BN0263
 BN0263  HISTORY     - Date     Condition        Report By
 BN0263  HISTORY     - 1935     MONUMENTED       CGS
 BN0263  HISTORY     - 1953     GOOD             NGS
 BN0263  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0263  HISTORY     - 19960725 MARK NOT FOUND   USPSQD
 BN0263
 BN0263                          STATION DESCRIPTION
 BN0263
 BN0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0263'3.55 MI W FROM MASON.
 BN0263'1.35 MILES NORTHWEST ALONG U.S. HIGHWAY 87 AND STATE HIGHWAY 29 FROM
 BN0263'THE COURTHOUSE AT MASON, THENCE 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY
 BN0263'377 AND STATE HIGHWAY 29, 66.5 FEET EAST OF A POWER POLE, ON THE
 BN0263'EXTENDED CENTER LINE OF A GRADED DIRT ROAD LEADING SOUTHWEST, 51 FEET
 BN0263'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTH OF A FENCE, 1
 BN0263'FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BN0263'IS 0.3 FOOT BELOW THE TOP OF THE GROUND.
 BN0263
 BN0263                          STATION RECOVERY (1982)
 BN0263
 BN0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0263'SEARCHED FOR, BUT NOT RECOVERED.
 BN0263
 BN0263                          STATION RECOVERY (1996)
 BN0263
 BN0263'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0335 ***********************************************************************
 BN0335  DESIGNATION -  F 449
 BN0335  PID         -  BN0335
 BN0335  STATE/COUNTY-  TX/KIMBLE
 BN0335  USGS QUAD   -  SEGOVIA (1974)
 BN0335
 BN0335                         *CURRENT SURVEY CONTROL
 BN0335  ___________________________________________________________________
 BN0335* NAD 83(1986)-  30 25 16.     (N)    099 40 29.     (W)     SCALED    
 BN0335* NAVD 88     -       536.283  (meters)    1759.46   (feet)  ADJUSTED  
 BN0335  ___________________________________________________________________
 BN0335  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 BN0335  DYNAMIC HT  -         535.520 (meters)    1756.95  (feet)  COMP
 BN0335  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 BN0335
 BN0335  VERT ORDER  -  SECOND    CLASS 0
 BN0335
 BN0335.The horizontal coordinates were scaled from a topographic map and have
 BN0335.an estimated accuracy of +/- 6 seconds.
 BN0335
 BN0335.The orthometric height was determined by differential leveling
 BN0335.and adjusted by the National Geodetic Survey in June 1991..
 BN0335
 BN0335.The geoid height was determined by GEOID03.
 BN0335
 BN0335.The dynamic height is computed by dividing the NAVD 88
 BN0335.geopotential number by the normal gravity value computed on the
 BN0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0335.degrees latitude (g = 980.6199 gals.).
 BN0335
 BN0335.The modeled gravity was interpolated from observed gravity values.
 BN0335
 BN0335;                    North         East    Units  Estimated Accuracy
 BN0335;SPC TX C     - 3,083,820.      763,270.      MT  (+/- 180 meters Scaled)
 BN0335
 BN0335                          SUPERSEDED SURVEY CONTROL
 BN0335
 BN0335  NGVD 29 (??/??/92)  536.24   (m)         1759.3    (f) COMPUTED    2 0
 BN0335
 BN0335.Superseded values are not recommended for survey control.
 BN0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0335.See file dsdata.txt to determine how the superseded data were derived.
 BN0335
 BN0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU352656(NAD 83)
 BN0335_MARKER: DB = BENCH MARK DISK
 BN0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0335_STAMPING: F-449 1935
 BN0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0335+STABILITY: SURFACE MOTION
 BN0335
 BN0335  HISTORY     - Date     Condition        Report By
 BN0335  HISTORY     - 1935     MONUMENTED       CGS
 BN0335  HISTORY     - 1944     MARK NOT FOUND   LOCENG
 BN0335
 BN0335                          STATION DESCRIPTION
 BN0335
 BN0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0335'1.1 MI NW FROM SEGOVIA.
 BN0335'1.1 MI. N.W. ALONG U.S. NO. 290 ABOUT 950 FT. S. OF A RANCH HOUSE ON
 BN0335'E. SIDE OF HWY., 40 FT. W. OF THE CENTER LINE OF HWY., 2 FT. E. OF
 BN0335'FENCE.
 BN0335
 BN0335                          STATION RECOVERY (1944)
 BN0335
 BN0335'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 BN0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1608 ***********************************************************************
 AN1608  DESIGNATION -  F 45
 AN1608  PID         -  AN1608
 AN1608  STATE/COUNTY-  TX/BEE
 AN1608  USGS QUAD   -  TULSITA (1987)
 AN1608
 AN1608                         *CURRENT SURVEY CONTROL
 AN1608  ___________________________________________________________________
 AN1608* NAD 83(1986)-  28 38 47.     (N)    097 49 04.     (W)     SCALED    
 AN1608* NAVD 88     -       100.57   (+/-2cm)     330.0    (feet)  VERTCON   
 AN1608  ___________________________________________________________________
 AN1608  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AN1608
 AN1608  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1608
 AN1608.The horizontal coordinates were scaled from a topographic map and have
 AN1608.an estimated accuracy of +/- 6 seconds.
 AN1608
 AN1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1608.The vertical order pertains to the NGVD 29 superseded value.
 AN1608
 AN1608.The geoid height was determined by GEOID03.
 AN1608
 AN1608;                    North         East    Units  Estimated Accuracy
 AN1608;SPC TXSC     - 4,090,690.      715,580.      MT  (+/- 180 meters Scaled)
 AN1608
 AN1608                          SUPERSEDED SURVEY CONTROL
 AN1608
 AN1608  NGVD 29 (??/??/92)  100.567  (m)          329.94   (f) ADJ UNCH    1 2
 AN1608
 AN1608.Superseded values are not recommended for survey control.
 AN1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1608.See file dsdata.txt to determine how the superseded data were derived.
 AN1608
 AN1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS155693(NAD 83)
 AN1608_MARKER: DB = BENCH MARK DISK
 AN1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1608_STAMPING: ELEV 329.94 FT F 45 1917
 AN1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1608+STABILITY: SURFACE MOTION
 AN1608
 AN1608  HISTORY     - Date     Condition        Report By
 AN1608  HISTORY     - 1917     MONUMENTED       CGS
 AN1608  HISTORY     - 1963     POOR             USGS
 AN1608  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1608
 AN1608                          STATION DESCRIPTION
 AN1608
 AN1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AN1608'2.2 MI N FROM PETTUS.
 AN1608'2.2 MILES NORTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1608'PETTUS, BEE COUNTY, 39 FEET NORTHWEST OF THE SIXTH POLE NORTHWEST OF
 AN1608'MILEPOST 75, 26 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 2.3
 AN1608'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER THAN
 AN1608'THE TRACK.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 AN1608'PROJECTING 0.2 FOOT ABOVE GROUND.  NOTE-- USGS REPORT
 AN1608'1963--DISTURBED--POST TILTED ABOUT 10-15 DEGREES.  3 SIDES OF TOP
 AN1608'BROKEN OFF BUT CAP WAS STILL INTACT.  POST MAY HAVE BEEN REBURIED.
 AN1608
 AN1608                          STATION RECOVERY (1963)
 AN1608
 AN1608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN1608'MARK RECOVERED IN POOR CONDITION.
 AN1608
 AN1608                          STATION RECOVERY (1981)
 AN1608
 AN1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1608'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1115 ***********************************************************************
 AY1115  DESIGNATION -  F 450
 AY1115  PID         -  AY1115
 AY1115  STATE/COUNTY-  TX/KERR
 AY1115  USGS QUAD   -  FALL CREEK (1982)
 AY1115
 AY1115                         *CURRENT SURVEY CONTROL
 AY1115  ___________________________________________________________________
 AY1115* NAD 83(1986)-  29 58 03.     (N)    099 12 20.     (W)     SCALED    
 AY1115* NAVD 88     -       547.563  (meters)    1796.46   (feet)  ADJUSTED  
 AY1115  ___________________________________________________________________
 AY1115  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 AY1115  DYNAMIC HT  -         546.778 (meters)    1793.89  (feet)  COMP
 AY1115  MODELED GRAV-     979,190.2   (mgal)                       NAVD 88
 AY1115
 AY1115  VERT ORDER  -  SECOND    CLASS 0
 AY1115
 AY1115.The horizontal coordinates were scaled from a topographic map and have
 AY1115.an estimated accuracy of +/- 6 seconds.
 AY1115
 AY1115.The orthometric height was determined by differential leveling
 AY1115.and adjusted by the National Geodetic Survey in June 1991..
 AY1115
 AY1115.The geoid height was determined by GEOID03.
 AY1115
 AY1115.The dynamic height is computed by dividing the NAVD 88
 AY1115.geopotential number by the normal gravity value computed on the
 AY1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1115.degrees latitude (g = 980.6199 gals.).
 AY1115
 AY1115.The modeled gravity was interpolated from observed gravity values.
 AY1115
 AY1115;                    North         East    Units  Estimated Accuracy
 AY1115;SPC TXSC     - 4,236,540.      580,160.      MT  (+/- 180 meters Scaled)
 AY1115
 AY1115                          SUPERSEDED SURVEY CONTROL
 AY1115
 AY1115  NGVD 29 (??/??/92)  547.479  (m)         1796.19   (f) ADJ UNCH    2 0
 AY1115
 AY1115.Superseded values are not recommended for survey control.
 AY1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1115.See file dsdata.txt to determine how the superseded data were derived.
 AY1115
 AY1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU801152(NAD 83)
 AY1115_MARKER: DB = BENCH MARK DISK
 AY1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1115_STAMPING: F 450 1935
 AY1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1115+STABILITY: SURFACE MOTION
 AY1115
 AY1115  HISTORY     - Date     Condition        Report By
 AY1115  HISTORY     - 1935     MONUMENTED       CGS
 AY1115  HISTORY     - 1953     GOOD             NGS
 AY1115  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1115  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1115
 AY1115                          STATION DESCRIPTION
 AY1115
 AY1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1115'8.3 MI SW FROM KERRVILLE.
 AY1115'8.3 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1115'KERRVILLE, AT A JUNCTION WITH THE TURTLE CREEK ROAD, 85 FEET WEST OF
 AY1115'THE CENTER LINE OF THE HIGHWAY, 44 FEET WEST OF THE CENTER LINE OF THE
 AY1115'SOUTHWEST FORK OF THE TURTLE CREEK ROAD, 11.5 FEET WEST OF A FENCE,
 AY1115'13.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY1115'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AY1115
 AY1115                          STATION RECOVERY (1990)
 AY1115
 AY1115'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1115'MARK NOT FOUND.
 AY1115
 AY1115                          STATION RECOVERY (2005)
 AY1115
 AY1115'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0239 ***********************************************************************
 CD0239  DESIGNATION -  F 451
 CD0239  PID         -  CD0239
 CD0239  STATE/COUNTY-  TX/CULBERSON
 CD0239  USGS QUAD   -  NUTT RANCH (1964)
 CD0239
 CD0239                         *CURRENT SURVEY CONTROL
 CD0239  ___________________________________________________________________
 CD0239* NAD 83(1986)-  31 09 32.     (N)    104 50 05.     (W)     SCALED    
 CD0239* NAVD 88     -      1314.874  (meters)    4313.88   (feet)  ADJUSTED  
 CD0239  ___________________________________________________________________
 CD0239  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CD0239  DYNAMIC HT  -        1312.797 (meters)    4307.07  (feet)  COMP
 CD0239  MODELED GRAV-     979,015.3   (mgal)                       NAVD 88
 CD0239
 CD0239  VERT ORDER  -  SECOND    CLASS 0
 CD0239
 CD0239.The horizontal coordinates were scaled from a topographic map and have
 CD0239.an estimated accuracy of +/- 6 seconds.
 CD0239
 CD0239.The orthometric height was determined by differential leveling
 CD0239.and adjusted by the National Geodetic Survey in June 1991..
 CD0239
 CD0239.The geoid height was determined by GEOID03.
 CD0239
 CD0239.The dynamic height is computed by dividing the NAVD 88
 CD0239.geopotential number by the normal gravity value computed on the
 CD0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0239.degrees latitude (g = 980.6199 gals.).
 CD0239
 CD0239.The modeled gravity was interpolated from observed gravity values.
 CD0239
 CD0239;                    North         East    Units  Estimated Accuracy
 CD0239;SPC TX C     - 3,174,100.      270,980.      MT  (+/- 180 meters Scaled)
 CD0239
 CD0239                          SUPERSEDED SURVEY CONTROL
 CD0239
 CD0239  NGVD 29 (??/??/92) 1314.345  (m)         4312.15   (f) ADJ UNCH    2 0
 CD0239
 CD0239.Superseded values are not recommended for survey control.
 CD0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0239.See file dsdata.txt to determine how the superseded data were derived.
 CD0239
 CD0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ157472(NAD 83)
 CD0239_MARKER: DB = BENCH MARK DISK
 CD0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0239_STAMPING: F 451 1934
 CD0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0239+STABILITY: SURFACE MOTION
 CD0239
 CD0239  HISTORY     - Date     Condition        Report By
 CD0239  HISTORY     - 1934     MONUMENTED       CGS
 CD0239  HISTORY     - 1958     GOOD             NGS
 CD0239
 CD0239                          STATION DESCRIPTION
 CD0239
 CD0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0239'9.5 MI N FROM VAN HORN.
 CD0239'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0239'STATION AT VAN HORN, THENCE ABOUT 9.35 MILES NORTH ALONG STATE HIGHWAY
 CD0239'54.  58 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.15
 CD0239'MILE NORTHWEST OF A CULVERT, ABOUT 100 YARDS SOUTHEAST OF THE CREST OF
 CD0239'A SMALL GRADE, 118 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD
 CD0239'LEADING NORTHEAST, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1
 CD0239'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 CD0239'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0152 ***********************************************************************
 CD0152  DESIGNATION -  F 452
 CD0152  PID         -  CD0152
 CD0152  STATE/COUNTY-  TX/REEVES
 CD0152  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0152
 CD0152                         *CURRENT SURVEY CONTROL
 CD0152  ___________________________________________________________________
 CD0152* NAD 83(1986)-  31 04 47.     (N)    104 01 19.     (W)     SCALED    
 CD0152* NAVD 88     -      1197.477  (meters)    3928.72   (feet)  POSTED    
 CD0152  ___________________________________________________________________
 CD0152  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 CD0152  DYNAMIC HT  -        1195.640 (meters)    3922.70  (feet)  COMP
 CD0152  MODELED GRAV-     979,060.9   (mgal)                       NAVD 88
 CD0152
 CD0152  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CD0152
 CD0152.The horizontal coordinates were scaled from a topographic map and have
 CD0152.an estimated accuracy of +/- 6 seconds.
 CD0152
 CD0152.The orthometric height was determined by differential leveling
 CD0152.and adjusted by the National Geodetic Survey in 1992..
 CD0152.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CD0152.rate of 1.1 thru 2.0 mm/km.
 CD0152
 CD0152.The geoid height was determined by GEOID03.
 CD0152
 CD0152.The dynamic height is computed by dividing the NAVD 88
 CD0152.geopotential number by the normal gravity value computed on the
 CD0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0152.degrees latitude (g = 980.6199 gals.).
 CD0152
 CD0152.The modeled gravity was interpolated from observed gravity values.
 CD0152
 CD0152;                    North         East    Units  Estimated Accuracy
 CD0152;SPC TX C     - 3,162,480.      348,120.      MT  (+/- 180 meters Scaled)
 CD0152
 CD0152                          SUPERSEDED SURVEY CONTROL
 CD0152
 CD0152  NGVD 29 (??/??/92) 1197.029  (m)         3927.25   (f) ADJ UNCH    2 0
 CD0152
 CD0152.Superseded values are not recommended for survey control.
 CD0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0152.See file dsdata.txt to determine how the superseded data were derived.
 CD0152
 CD0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ932388(NAD 83)
 CD0152_MARKER: DB = BENCH MARK DISK
 CD0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0152_STAMPING: F 452 1934 3927.535
 CD0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0152+STABILITY: SURFACE MOTION
 CD0152
 CD0152  HISTORY     - Date     Condition        Report By
 CD0152  HISTORY     - 1934     MONUMENTED       CGS
 CD0152  HISTORY     - 1967     GOOD             NGS
 CD0152
 CD0152                          STATION DESCRIPTION
 CD0152
 CD0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CD0152'12.4 MI SE FROM KENT.
 CD0152'ABOUT 3.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0152'STATION AT KENT, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, THENCE 6.8
 CD0152'MILES EAST ALONG U.S. HIGHWAY 80, THENCE 2.1 MILES SOUTHEAST ALONG
 CD0152'U.S. HIGHWAY 290, 50 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CD0152'0.15 MILE SOUTHEAST OF A ROADSIDE PARK WHICH IS ON THE SOUTHWEST SIDE
 CD0152'OF THE HIGHWAY, 0.1 MILE SOUTHEAST OF A CONCRETE HIGHWAY BRIDGE, 5
 CD0152'INCHES SOUTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A WHITE WITNESS POST,
 CD0152'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT. NOTE-- THIS BENCH
 CD0152'MARK WILL BE DESTROYED DURING THE CONSTRUCTION OF INTERSTATE HIGHWAY
 CD0152'10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0153 ***********************************************************************
 CD0153  DESIGNATION -  F 452 RESET 1967
 CD0153  PID         -  CD0153
 CD0153  STATE/COUNTY-  TX/REEVES
 CD0153  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0153
 CD0153                         *CURRENT SURVEY CONTROL
 CD0153  ___________________________________________________________________
 CD0153* NAD 83(1986)-  31 04 47.     (N)    104 01 19.     (W)     SCALED    
 CD0153* NAVD 88     -      1196.30   (+/-2cm)    3924.9    (feet)  VERTCON   
 CD0153  ___________________________________________________________________
 CD0153  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 CD0153
 CD0153  VERT ORDER  -  THIRD (See Below)
 CD0153
 CD0153.The horizontal coordinates were scaled from a topographic map and have
 CD0153.an estimated accuracy of +/- 6 seconds.
 CD0153
 CD0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0153.The vertical order pertains to the NGVD 29 superseded value.
 CD0153
 CD0153.The geoid height was determined by GEOID03.
 CD0153
 CD0153;                    North         East    Units  Estimated Accuracy
 CD0153;SPC TX C     - 3,162,480.      348,120.      MT  (+/- 180 meters Scaled)
 CD0153
 CD0153                          SUPERSEDED SURVEY CONTROL
 CD0153
 CD0153  NGVD 29 (01/29/03) 1195.85   (m)         3923.4    (f) RESET       3  
 CD0153
 CD0153.Superseded values are not recommended for survey control.
 CD0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0153.See file dsdata.txt to determine how the superseded data were derived.
 CD0153
 CD0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ932388(NAD 83)
 CD0153_MARKER: DB = BENCH MARK DISK
 CD0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0153_STAMPING: F 452 RESET 1967
 CD0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0153+STABILITY: SURFACE MOTION
 CD0153
 CD0153  HISTORY     - Date     Condition        Report By
 CD0153  HISTORY     - 1967     MONUMENTED       CGS
 CD0153
 CD0153                          STATION DESCRIPTION
 CD0153
 CD0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CD0153'12.1 MI E FROM KENT.
 CD0153'ABOUT 10.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM KENT TO THE JUNCTION
 CD0153'OF U.S. HIGHWAY 290, THENCE 2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 90
 CD0153'TO SITE OF BENCH MARK, 0.15 MILE SOUTHEAST OF A ROAD SIDE PARK, 6 FEET
 CD0153'NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 10, AND
 CD0153'1 FOOT NORTH OF A METAL WITNESS POST.  A C AND GS BENCH MARK DISK SET
 CD0153'IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 CD0153'SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0242 ***********************************************************************
 BP0242  DESIGNATION -  F 453 RESET 1962
 BP0242  PID         -  BP0242
 BP0242  STATE/COUNTY-  TX/PECOS
 BP0242  USGS QUAD   -  DEEP WELL RANCH NW (1970)
 BP0242
 BP0242                         *CURRENT SURVEY CONTROL
 BP0242  ___________________________________________________________________
 BP0242* NAD 83(1986)-  30 56 54.     (N)    103 24 22.     (W)     SCALED    
 BP0242* NAVD 88     -       959.78   (+/-2cm)    3148.9    (feet)  VERTCON   
 BP0242  ___________________________________________________________________
 BP0242  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 BP0242
 BP0242  VERT ORDER  -  THIRD (See Below)
 BP0242
 BP0242.The horizontal coordinates were scaled from a topographic map and have
 BP0242.an estimated accuracy of +/- 6 seconds.
 BP0242
 BP0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0242.The vertical order pertains to the NGVD 29 superseded value.
 BP0242
 BP0242.The geoid height was determined by GEOID03.
 BP0242
 BP0242;                    North         East    Units  Estimated Accuracy
 BP0242;SPC TX C     - 3,146,130.      406,450.      MT  (+/- 180 meters Scaled)
 BP0242
 BP0242                          SUPERSEDED SURVEY CONTROL
 BP0242
 BP0242  NGVD 29 (01/29/03)  959.44   (m)         3147.8    (f) RESET       3  
 BP0242
 BP0242.Superseded values are not recommended for survey control.
 BP0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0242.See file dsdata.txt to determine how the superseded data were derived.
 BP0242
 BP0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ522249(NAD 83)
 BP0242_MARKER: DB = BENCH MARK DISK
 BP0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0242_STAMPING: F 453 RESET 1962
 BP0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0242+STABILITY: SURFACE MOTION
 BP0242
 BP0242  HISTORY     - Date     Condition        Report By
 BP0242  HISTORY     - 1962     MONUMENTED       CGS
 BP0242
 BP0242                          STATION DESCRIPTION
 BP0242
 BP0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BP0242'20.4 MI W FROM BALMORHEA.
 BP0242'ABOUT 20.4 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0242'BALMORHEA, REEVES COUNTY, OR ABOUT 10.3 MILES WEST ALONG U.S. HIGHWAY
 BP0242'290 AND 67 FROM THE PANHANDLE AND SANTA FE RAILWAY STATION AT FORT
 BP0242'STOCKTON, PECOS COUNTY, THENCE 21.8 MILES WEST ALONG U.S. HIGHWAY 290,
 BP0242'70 FEET SOUTH OF THE CENTER LINE OF WHAT WAS U.S. HIGHWAY 290, THE NEW
 BP0242'PART OF THE HIGHWAY IS NOW ABOUT 1/2 MILE NORTH, 90 FEET SOUTHWEST OF
 BP0242'A CULVERT, 1 FOOT SOUTH OF A FENCE, ABOUT MIDWAY BETWEEN TWO POWER
 BP0242'LINE POLES, AND 1-1/2 FEET EAST OF A METAL WITNESS POST.  A STANDARD
 BP0242'DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0145 ***********************************************************************
 BQ0145  DESIGNATION -  F 454
 BQ0145  PID         -  BQ0145
 BQ0145  STATE/COUNTY-  TX/PRESIDIO
 BQ0145  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0145
 BQ0145                         *CURRENT SURVEY CONTROL
 BQ0145  ___________________________________________________________________
 BQ0145* NAD 83(1986)-  30 05 18.     (N)    104 10 08.     (W)     SCALED    
 BQ0145* NAVD 88     -      1482.309  (meters)    4863.21   (feet)  ADJUSTED  
 BQ0145  ___________________________________________________________________
 BQ0145  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 BQ0145  DYNAMIC HT  -        1479.795 (meters)    4854.96  (feet)  COMP
 BQ0145  MODELED GRAV-     978,894.2   (mgal)                       NAVD 88
 BQ0145
 BQ0145  VERT ORDER  -  FIRST     CLASS II
 BQ0145
 BQ0145.The horizontal coordinates were scaled from a topographic map and have
 BQ0145.an estimated accuracy of +/- 6 seconds.
 BQ0145
 BQ0145.The orthometric height was determined by differential leveling
 BQ0145.and adjusted by the National Geodetic Survey in June 1991..
 BQ0145
 BQ0145.The geoid height was determined by GEOID03.
 BQ0145
 BQ0145.The dynamic height is computed by dividing the NAVD 88
 BQ0145.geopotential number by the normal gravity value computed on the
 BQ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0145.degrees latitude (g = 980.6199 gals.).
 BQ0145
 BQ0145.The modeled gravity was interpolated from observed gravity values.
 BQ0145
 BQ0145;                    North         East    Units  Estimated Accuracy
 BQ0145;SPC TXSC     - 4,260,930.      101,900.      MT  (+/- 180 meters Scaled)
 BQ0145
 BQ0145                          SUPERSEDED SURVEY CONTROL
 BQ0145
 BQ0145  NGVD 29 (??/??/92) 1481.798  (m)         4861.53   (f) ADJ UNCH    1 2
 BQ0145
 BQ0145.Superseded values are not recommended for survey control.
 BQ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0145.See file dsdata.txt to determine how the superseded data were derived.
 BQ0145
 BQ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP800288(NAD 83)
 BQ0145_MARKER: DB = BENCH MARK DISK
 BQ0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0145_STAMPING: F 454 1935
 BQ0145_MARK LOGO: CGS   
 BQ0145_PROJECTION: PROJECTING 20 CENTIMETERS
 BQ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0145+STABILITY: SURFACE MOTION
 BQ0145
 BQ0145  HISTORY     - Date     Condition        Report By
 BQ0145  HISTORY     - 1935     MONUMENTED       CGS
 BQ0145  HISTORY     - 1958     GOOD             NGS
 BQ0145  HISTORY     - 1981     GOOD             NGS
 BQ0145  HISTORY     - 1989     GOOD             USPSQD
 BQ0145  HISTORY     - 19961010 POOR             USPSQD
 BQ0145
 BQ0145                          STATION DESCRIPTION
 BQ0145
 BQ0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0145'18.1 MI SW FROM MARFA.
 BQ0145'ABOUT 18.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE TEXAS AND
 BQ0145'NEW ORLEANS RAILROAD STATION AT MARFA, MIDWAY BETWEEN 2 CUTS, 49 FEET
 BQ0145'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 175 FEET SOUTHWEST OF A
 BQ0145'CONCRETE WATER TROUGH, 15 FEET NORTHEAST OF THE CENTER LINE OF A
 BQ0145'WOODEN GATE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3
 BQ0145'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BQ0145'PROJECTING 8 INCHES.
 BQ0145
 BQ0145                          STATION RECOVERY (1981)
 BQ0145
 BQ0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0145'28.6 KM (17.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0145'WITH U.S. HIGHWAY 90 IN MARFA, AT A DIRT ROAD LEADING NORTHWEST WITH
 BQ0145'A PIPE GATE WITH THE NUMBERS 24 7 ON IT, 15.5 METERS (51.0 FT)
 BQ0145'SOUTH-SOUTHWEST OF THE EXTENDED CENTER OF THE ROAD, 14.9 METERS
 BQ0145'(49.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.6 METERS
 BQ0145'(15.0 FT) NORTHEAST OF THE CENTER OF A BOARD GATE AND A FIELD
 BQ0145'ENTRANCE, AND 0.3 METER (1.0 FT) NORTHWEST OF A FENCE.
 BQ0145'THE MARK IS 0.5 METERS  NNE FROM A WITNESS POST.
 BQ0145'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BQ0145
 BQ0145                          STATION RECOVERY (1989)
 BQ0145
 BQ0145'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0145'RECOVERED IN GOOD CONDITION.
 BQ0145
 BQ0145                          STATION RECOVERY (1996)
 BQ0145
 BQ0145'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0145'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0027 ***********************************************************************
 BB0027  DESIGNATION -  F 455
 BB0027  PID         -  BB0027
 BB0027  STATE/COUNTY-  TX/PRESIDIO
 BB0027  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0027
 BB0027                         *CURRENT SURVEY CONTROL
 BB0027  ___________________________________________________________________
 BB0027* NAD 83(1986)-  29 33 46.     (N)    104 21 49.     (W)     SCALED    
 BB0027* NAVD 88     -       792.569  (meters)    2600.29   (feet)  ADJUSTED  
 BB0027  ___________________________________________________________________
 BB0027  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BB0027  DYNAMIC HT  -         791.284 (meters)    2596.07  (feet)  COMP
 BB0027  MODELED GRAV-     978,996.7   (mgal)                       NAVD 88
 BB0027
 BB0027  VERT ORDER  -  FIRST     CLASS II
 BB0027
 BB0027.The horizontal coordinates were scaled from a topographic map and have
 BB0027.an estimated accuracy of +/- 6 seconds.
 BB0027
 BB0027.The orthometric height was determined by differential leveling
 BB0027.and adjusted by the National Geodetic Survey in June 1991..
 BB0027.WARNING-Repeat measurements at this control monument indicate possible
 BB0027.vertical movement.
 BB0027
 BB0027.The geoid height was determined by GEOID03.
 BB0027
 BB0027.The dynamic height is computed by dividing the NAVD 88
 BB0027.geopotential number by the normal gravity value computed on the
 BB0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0027.degrees latitude (g = 980.6199 gals.).
 BB0027
 BB0027.The modeled gravity was interpolated from observed gravity values.
 BB0027
 BB0027;                    North         East    Units  Estimated Accuracy
 BB0027;SPC TXSC     - 4,203,580.       80,480.      MT  (+/- 180 meters Scaled)
 BB0027
 BB0027                          SUPERSEDED SURVEY CONTROL
 BB0027
 BB0027  NGVD 29 (??/??/92)  792.172  (m)         2598.98   (f) ADJ UNCH    1 2
 BB0027
 BB0027.Superseded values are not recommended for survey control.
 BB0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0027.See file dsdata.txt to determine how the superseded data were derived.
 BB0027
 BB0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN616705(NAD 83)
 BB0027_MARKER: DB = BENCH MARK DISK
 BB0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BB0027_SP_SET: BUILDING
 BB0027_STAMPING: F 455 1935
 BB0027_MARK LOGO: CGS   
 BB0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0027
 BB0027  HISTORY     - Date     Condition        Report By
 BB0027  HISTORY     - 1935     MONUMENTED       CGS
 BB0027  HISTORY     - 1958     GOOD             NGS
 BB0027  HISTORY     - 1973     GOOD             NGS
 BB0027  HISTORY     - 1981     GOOD             NGS
 BB0027  HISTORY     - 19961010 GOOD             USPSQD
 BB0027
 BB0027                          STATION DESCRIPTION
 BB0027
 BB0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0027'0.55 MI NE FROM PRESIDIO.
 BB0027'ABOUT 0.4 MILE EAST ALONG FARM ROAD 170 FROM ITS SOUTH JUNCTION WITH
 BB0027'U. S. HIGHWAY 67 AT PRESIDIO, THENCE 0.15 MILE NORTH ALONG  A STREET
 BB0027'TO THE HIGH SCHOOL, SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST
 BB0027'CORNER OF THE BUILDING, 89 FEET WEST OF THE CENTER LINE OF THE SOUTH
 BB0027'ENTRANCE TO THE BUILDING, AND 1 1/2 FEET ABOVE THE GROUND.
 BB0027
 BB0027                          STATION RECOVERY (1973)
 BB0027
 BB0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0027'RECOVERED IN GOOD CONDITION.
 BB0027
 BB0027                          STATION RECOVERY (1981)
 BB0027
 BB0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0027'RECOVERED IN GOOD CONDITION.
 BB0027
 BB0027                          STATION RECOVERY (1996)
 BB0027
 BB0027'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0811 ***********************************************************************
 AN0811  DESIGNATION -  F 456
 AN0811  PID         -  AN0811
 AN0811  STATE/COUNTY-  TX/JACKSON
 AN0811  USGS QUAD   -  LOLITA (1995)
 AN0811
 AN0811                         *CURRENT SURVEY CONTROL
 AN0811  ___________________________________________________________________
 AN0811* NAD 83(1986)-  28 49 22.     (N)    096 33 23.     (W)     SCALED    
 AN0811* NAVD 88     -        11.34   (+/-2cm)      37.2    (feet)  VERTCON   
 AN0811  ___________________________________________________________________
 AN0811  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN0811
 AN0811  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0811
 AN0811.The horizontal coordinates were scaled from a topographic map and have
 AN0811.an estimated accuracy of +/- 6 seconds.
 AN0811
 AN0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0811.The vertical order pertains to the NGVD 29 superseded value.
 AN0811
 AN0811.The geoid height was determined by GEOID03.
 AN0811
 AN0811;                    North         East    Units  Estimated Accuracy
 AN0811;SPC TXSC     - 4,112,150.      838,470.      MT  (+/- 180 meters Scaled)
 AN0811
 AN0811                          SUPERSEDED SURVEY CONTROL
 AN0811
 AN0811  NGVD 29 (??/??/92)   11.440  (m)           37.53   (f) ADJ UNCH    1 1
 AN0811
 AN0811.Superseded values are not recommended for survey control.
 AN0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0811.See file dsdata.txt to determine how the superseded data were derived.
 AN0811
 AN0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS384908(NAD 83)
 AN0811_MARKER: DB = BENCH MARK DISK
 AN0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0811_STAMPING: F 456 1951
 AN0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0811+STABILITY: SURFACE MOTION
 AN0811
 AN0811  HISTORY     - Date     Condition        Report By
 AN0811  HISTORY     - 1951     MONUMENTED       CGS
 AN0811  HISTORY     - 1972     GOOD             NGS
 AN0811
 AN0811                          STATION DESCRIPTION
 AN0811
 AN0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0811'2.05 MI SW FROM LOLITA.
 AN0811'ABOUT 1.3 MILES SOUTH ALONG FARM-TO-MARKET ROAD 1593 FROM THE CROSSING
 AN0811'OF THE MISSOURI PACIFIC RAILROAD AT LOLITA, THENCE 0.75 MILE WEST
 AN0811'ALONG FRELS ROAD, AT THE ABANDONED WALKER AIRPORT, 199 FEET WEST OF
 AN0811'THE WEST RAIL OF THE POINT COMFORT AND NORTHERN RAILWAY, 147 FEET WEST
 AN0811'OF THE MORE WESTERLY OF TWO TANKS, 45 FEET SOUTHEAST OF THE SOUTHWEST
 AN0811'CORNER OF A WIRE CORRAL, 37 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH
 AN0811'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH
 AN0811'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0145 ***********************************************************************
 AW0145  DESIGNATION -  F 457
 AW0145  PID         -  AW0145
 AW0145  STATE/COUNTY-  TX/BRAZORIA
 AW0145  USGS QUAD   -  ALGOA (1974)
 AW0145
 AW0145                         *CURRENT SURVEY CONTROL
 AW0145  ___________________________________________________________________
 AW0145* NAD 83(1986)-  29 26 13.     (N)    095 14 57.     (W)     SCALED    
 AW0145* NAVD 88     -        12.242  (meters)      40.16   (feet)  ADJUSTED  
 AW0145  ___________________________________________________________________
 AW0145  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW0145  DYNAMIC HT  -          12.226 (meters)      40.11  (feet)  COMP
 AW0145  MODELED GRAV-     979,266.3   (mgal)                       NAVD 88
 AW0145  OBS GRAVITY -     979,266.4   (mgal)                       GRAV_OBS
 AW0145
 AW0145  VERT ORDER  -  FIRST     CLASS I
 AW0145
 AW0145.The horizontal coordinates were scaled from a topographic map and have
 AW0145.an estimated accuracy of +/- 6 seconds.
 AW0145
 AW0145.The orthometric height was determined by differential leveling
 AW0145.and adjusted by the National Geodetic Survey in June 1991..
 AW0145
 AW0145.The geoid height was determined by GEOID03.
 AW0145
 AW0145.The dynamic height is computed by dividing the NAVD 88
 AW0145.geopotential number by the normal gravity value computed on the
 AW0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0145.degrees latitude (g = 980.6199 gals.).
 AW0145
 AW0145.The modeled gravity was interpolated from observed gravity values.
 AW0145.The observed gravity was obtained from relative gravimeter ties
 AW0145.to the IGSN71 gravity network.
 AW0145
 AW0145;                    North         East    Units  Estimated Accuracy
 AW0145;SPC TXSC     - 4,183,560.      963,820.      MT  (+/- 180 meters Scaled)
 AW0145
 AW0145                          SUPERSEDED SURVEY CONTROL
 AW0145
 AW0145  NGVD 29 (12/23/87)   12.239  (m)           40.15   (f) ADJUSTED    1 1
 AW0145
 AW0145.Superseded values are not recommended for survey control.
 AW0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0145.See file dsdata.txt to determine how the superseded data were derived.
 AW0145
 AW0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN818585(NAD 83)
 AW0145_MARKER: DB = BENCH MARK DISK
 AW0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0145_SP_SET: CONCRETE POST
 AW0145_STAMPING: F 457 1951
 AW0145_MARK LOGO: CGS   
 AW0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0145+STABILITY: SURFACE MOTION
 AW0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0145+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0145
 AW0145  HISTORY     - Date     Condition        Report By
 AW0145  HISTORY     - 1951     MONUMENTED       CGS
 AW0145  HISTORY     - 1973     GOOD             NGS
 AW0145  HISTORY     - 1978     GOOD             NGS
 AW0145  HISTORY     - 1978     GOOD             NGS
 AW0145  HISTORY     - 1986     GOOD             NGS
 AW0145  HISTORY     - 1989     GOOD             USPSQD
 AW0145  HISTORY     - 1990     GOOD             USPSQD
 AW0145  HISTORY     - 19971122 GOOD             USPSQD
 AW0145  HISTORY     - 20020109 GOOD             USPSQD
 AW0145  HISTORY     - 20041021 GOOD             USPSQD
 AW0145  HISTORY     - 20051009 GOOD             USPSQD
 AW0145
 AW0145                          STATION DESCRIPTION
 AW0145
 AW0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0145'1.0 MI N FROM ALVIN.
 AW0145'1.0 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0145'THE STATION AT ALVIN, AT THE FARMERS WAREHOUSE AND RICE DRYER, 92 FEET
 AW0145'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE WAREHOUSE, 47 FEET EAST
 AW0145'OF THE EAST RAIL, 15 FEET SOUTHEAST OF THE 1ST POLE SOUTH OF MILE POLE
 AW0145'NO. 1, 0.7 FOOT SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 AW0145'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 AW0145'GROUND.
 AW0145
 AW0145                          STATION RECOVERY (1978)
 AW0145
 AW0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0145'RECOVERED IN GOOD CONDITION.
 AW0145
 AW0145                          STATION RECOVERY (1978)
 AW0145
 AW0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0145'RECOVERED IN GOOD CONDITION.
 AW0145
 AW0145                          STATION RECOVERY (1986)
 AW0145
 AW0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0145'RECOVERED IN GOOD CONDITION.
 AW0145
 AW0145                          STATION RECOVERY (1989)
 AW0145
 AW0145'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0145'RECOVERED IN GOOD CONDITION.
 AW0145
 AW0145                          STATION RECOVERY (1990)
 AW0145
 AW0145'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW0145'RECOVERED IN GOOD CONDITION.
 AW0145
 AW0145                          STATION RECOVERY (1997)
 AW0145
 AW0145'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0145'RECOVERED IN GOOD CONDITION.
 AW0145
 AW0145                          STATION RECOVERY (2002)
 AW0145
 AW0145'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0145'RECOVERED IN GOOD CONDITION.
 AW0145
 AW0145                          STATION RECOVERY (2004)
 AW0145
 AW0145'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0145'RECOVERED IN GOOD CONDITION.
 AW0145
 AW0145                          STATION RECOVERY (2005)
 AW0145
 AW0145'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0145'DESCRIPTION IS STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1515 ***********************************************************************
 AN1515  DESIGNATION -  F 46
 AN1515  PID         -  AN1515
 AN1515  STATE/COUNTY-  TX/SAN PATRICIO
 AN1515  USGS QUAD   -  SINTON WEST (1979)
 AN1515
 AN1515                         *CURRENT SURVEY CONTROL
 AN1515  ___________________________________________________________________
 AN1515* NAD 83(1986)-  28 02 13.     (N)    097 30 33.     (W)     SCALED    
 AN1515* NAVD 88     -        15.831  (meters)      51.94   (feet)  ADJUSTED  
 AN1515  ___________________________________________________________________
 AN1515  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1515  DYNAMIC HT  -          15.807 (meters)      51.86  (feet)  COMP
 AN1515  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 AN1515
 AN1515  VERT ORDER  -  FIRST     CLASS I
 AN1515
 AN1515.The horizontal coordinates were scaled from a topographic map and have
 AN1515.an estimated accuracy of +/- 6 seconds.
 AN1515
 AN1515.The orthometric height was determined by differential leveling
 AN1515.and adjusted by the National Geodetic Survey in June 1991..
 AN1515.WARNING-Repeat measurements at this control monument indicate possible
 AN1515.vertical movement.
 AN1515
 AN1515.The geoid height was determined by GEOID03.
 AN1515
 AN1515.The dynamic height is computed by dividing the NAVD 88
 AN1515.geopotential number by the normal gravity value computed on the
 AN1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1515.degrees latitude (g = 980.6199 gals.).
 AN1515
 AN1515.The modeled gravity was interpolated from observed gravity values.
 AN1515
 AN1515;                    North         East    Units  Estimated Accuracy
 AN1515;SPC TX S     - 5,263,000.      397,430.      MT  (+/- 180 meters Scaled)
 AN1515
 AN1515                          SUPERSEDED SURVEY CONTROL
 AN1515
 AN1515  NGVD 29 (??/??/92)   16.008  (m)           52.52   (f) ADJ UNCH    1 1
 AN1515
 AN1515.Superseded values are not recommended for survey control.
 AN1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1515.See file dsdata.txt to determine how the superseded data were derived.
 AN1515
 AN1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS465021(NAD 83)
 AN1515_MARKER: DB = BENCH MARK DISK
 AN1515_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AN1515_SP_SET: BUILDING
 AN1515_STAMPING: F 46 1917 ELEV. 52.644 FT.
 AN1515_MARK LOGO: CGS   
 AN1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1515+STABILITY: SURFACE MOTION
 AN1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1515+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AN1515
 AN1515  HISTORY     - Date     Condition        Report By
 AN1515  HISTORY     - 1917     MONUMENTED       CGS
 AN1515  HISTORY     - 1942     GOOD             NGS
 AN1515  HISTORY     - 1978     GOOD             NGS
 AN1515  HISTORY     - 1981     GOOD             NGS
 AN1515  HISTORY     - 1987     GOOD             USPSQD
 AN1515  HISTORY     - 1987     GOOD             NGS
 AN1515  HISTORY     - 19950610 GOOD             USPSQD
 AN1515  HISTORY     - 19970203 GOOD             NGS
 AN1515
 AN1515                          STATION DESCRIPTION
 AN1515
 AN1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1515'IN SINTON.
 AN1515'BENCH MARK IS SET VERTICALLY IN THE WEST FACE OF THE BROWN AND COCHRAN
 AN1515'BRICK BUILDING.  IT IS 66.0 FEET NORTH OF U.S. HIGHWAY NO.181 AND 45.0
 AN1515'FEET EAST OF U.S. HIGHWAY NO.77, ABOUT 3.0 FEET ABOVE THE SIDE WALK. A
 AN1515'DISK SET IN DRILL HOLE.
 AN1515
 AN1515                          STATION RECOVERY (1978)
 AN1515
 AN1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1515'REVOVERED AS DESCRIBED.
 AN1515
 AN1515                          STATION RECOVERY (1981)
 AN1515
 AN1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1515'RECOVERED IN GOOD CONDITION.
 AN1515
 AN1515                          STATION RECOVERY (1987)
 AN1515
 AN1515'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1515'RECOVERED IN GOOD CONDITION.
 AN1515
 AN1515                          STATION RECOVERY (1987)
 AN1515
 AN1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN1515'RECOVERED IN GOOD CONDITION.
 AN1515
 AN1515                          STATION RECOVERY (1995)
 AN1515
 AN1515'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1515'RECOVERED IN GOOD CONDITION.
 AN1515
 AN1515                          STATION RECOVERY (1997)
 AN1515
 AN1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1515'IN SINTON, SET VERTICALLY IN THE WEST FACE OF A BUILDING AT THE
 AN1515'INTERSECTION OF SINTON STREET AND U.S.  HIGHWAY 77 BUSINESS, 7.3 M
 AN1515'(24.0 FT) NORTH OF THE NORTH CURB OF THE STREET, 3.8 M (12.5 FT)
 AN1515'NORTHWEST OF THE CENTER OF A DOOR, 3.0 M (9.8 FT) EAST OF THE EAST
 AN1515'CURB OF THE HIGHWAY, AND 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0673 ***********************************************************************
 AW0673  DESIGNATION -  F 460
 AW0673  PID         -  AW0673
 AW0673  STATE/COUNTY-  TX/GALVESTON
 AW0673  USGS QUAD   -  SEA ISLE (1974)
 AW0673
 AW0673                         *CURRENT SURVEY CONTROL
 AW0673  ___________________________________________________________________
 AW0673* NAD 83(1986)-  29 09 17.     (N)    095 01 03.     (W)     SCALED    
 AW0673* NAVD 88     -         2.38   (+/-2cm)       7.8    (feet)  VERTCON   
 AW0673  ___________________________________________________________________
 AW0673  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW0673
 AW0673  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0673
 AW0673.The horizontal coordinates were scaled from a topographic map and have
 AW0673.an estimated accuracy of +/- 6 seconds.
 AW0673
 AW0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0673.The vertical order pertains to the NGVD 29 superseded value.
 AW0673
 AW0673.The geoid height was determined by GEOID03.
 AW0673
 AW0673;                    North         East    Units  Estimated Accuracy
 AW0673;SPC TXSC     - 4,153,040.      987,350.      MT  (+/- 180 meters Scaled)
 AW0673
 AW0673                          SUPERSEDED SURVEY CONTROL
 AW0673
 AW0673  NGVD 29 (??/??/92)    2.381  (m)            7.81   (f) ADJ UNCH    1 2
 AW0673
 AW0673.Superseded values are not recommended for survey control.
 AW0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0673.See file dsdata.txt to determine how the superseded data were derived.
 AW0673
 AW0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN037268(NAD 83)
 AW0673_MARKER: DB = BENCH MARK DISK
 AW0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0673_STAMPING: F 460 1951
 AW0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0673+STABILITY: SURFACE MOTION
 AW0673
 AW0673  HISTORY     - Date     Condition        Report By
 AW0673  HISTORY     - 1951     MONUMENTED       CGS
 AW0673  HISTORY     - 1958     GOOD             NGS
 AW0673  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0673  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0673  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 AW0673  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW0673
 AW0673                          STATION DESCRIPTION
 AW0673
 AW0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0673'16.8 MI SW FROM GALVESTON.
 AW0673'3.7 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE BUCCANEER HOTEL
 AW0673'AT GALVESTON, THENCE ABOUT 7.9 MILE SOUTHWEST ALONG THE BEACH TO THE
 AW0673'END OF STEWART ROAD, THENCE ABOUT 0.2 MILE NORTHWEST ALONG STEWART
 AW0673'ROAD, THENCE ABOUT 5.0 MILES SOUTHWEST ALONG THE TERMINI SAN LUIS PASS
 AW0673'ROAD, 151 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.4
 AW0673'MILE SOUTHWEST OF THE JUNCTION WITH AN ASPHALT ROAD LEADING TO THE
 AW0673'BEACH, ABOUT 0.35 MILE SOUTH-SOUTHEAST OF A LARGE HOUSE SURROUNDED BY
 AW0673'SHRUBBERY, 270 FEET NORTHWEST OF THE HIGH WATER LINE, 128 1/2 FEET
 AW0673'SOUTHEAST OF THE SOUTHEAST CONCRETE HEAD WALL OF A CULVERT, 92 1/2
 AW0673'FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 1 FOOT NORTHWEST
 AW0673'OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD, AND
 AW0673'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW0673
 AW0673                          STATION RECOVERY (1964)
 AW0673
 AW0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0673'MARK NOT FOUND.
 AW0673
 AW0673                          STATION RECOVERY (1978)
 AW0673
 AW0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0673'NOT RECOVERED,1964,1978.
 AW0673
 AW0673                          STATION RECOVERY (1994)
 AW0673
 AW0673'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0673'MARK NOT FOUND.
 AW0673
 AW0673                          STATION RECOVERY (2004)
 AW0673
 AW0673'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1417 ***********************************************************************
 AY1417  DESIGNATION -  F 461
 AY1417  PID         -  AY1417
 AY1417  STATE/COUNTY-  TX/REAL
 AY1417  USGS QUAD   -  CROWN MOUNTAIN (1971)
 AY1417
 AY1417                         *CURRENT SURVEY CONTROL
 AY1417  ___________________________________________________________________
 AY1417* NAD 83(1986)-  29 41 49.     (N)    099 58 54.     (W)     SCALED    
 AY1417* NAVD 88     -       469.325  (meters)    1539.78   (feet)  ADJUSTED  
 AY1417  ___________________________________________________________________
 AY1417  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 AY1417  DYNAMIC HT  -         468.630 (meters)    1537.50  (feet)  COMP
 AY1417  MODELED GRAV-     979,147.0   (mgal)                       NAVD 88
 AY1417
 AY1417  VERT ORDER  -  SECOND    CLASS 0
 AY1417
 AY1417.The horizontal coordinates were scaled from a topographic map and have
 AY1417.an estimated accuracy of +/- 6 seconds.
 AY1417
 AY1417.The orthometric height was determined by differential leveling
 AY1417.and adjusted by the National Geodetic Survey in June 1991..
 AY1417
 AY1417.The geoid height was determined by GEOID03.
 AY1417
 AY1417.The dynamic height is computed by dividing the NAVD 88
 AY1417.geopotential number by the normal gravity value computed on the
 AY1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1417.degrees latitude (g = 980.6199 gals.).
 AY1417
 AY1417.The modeled gravity was interpolated from observed gravity values.
 AY1417
 AY1417;                    North         East    Units  Estimated Accuracy
 AY1417;SPC TXSC     - 4,206,940.      505,010.      MT  (+/- 180 meters Scaled)
 AY1417
 AY1417                          SUPERSEDED SURVEY CONTROL
 AY1417
 AY1417  NGVD 29 (??/??/92)  469.230  (m)         1539.47   (f) ADJ UNCH    2 0
 AY1417
 AY1417.Superseded values are not recommended for survey control.
 AY1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1417.See file dsdata.txt to determine how the superseded data were derived.
 AY1417
 AY1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT050856(NAD 83)
 AY1417_MARKER: DB = BENCH MARK DISK
 AY1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1417_STAMPING: F 461 1953
 AY1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1417+STABILITY: SURFACE MOTION
 AY1417
 AY1417  HISTORY     - Date     Condition        Report By
 AY1417  HISTORY     - 1953     MONUMENTED       CGS
 AY1417  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1417  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1417
 AY1417                          STATION DESCRIPTION
 AY1417
 AY1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1417'2.8 MI NE FROM CAMP WOOD.
 AY1417'0.1 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP WOOD,
 AY1417'THENCE 2.7 MILES NORTHEAST ALONG RANCH ROAD 337, 0.25 MILE SOUTH OF A
 AY1417'ROCKY WASH, 48 FEET WEST OF THE CENTER LINE OF THE RANCH ROAD, 1.9
 AY1417'FEET EAST OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 AY1417'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1417
 AY1417                          STATION RECOVERY (2001)
 AY1417
 AY1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1417'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1417
 AY1417                          STATION RECOVERY (2001)
 AY1417
 AY1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1417'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1406 ***********************************************************************
 AY1406  DESIGNATION -  F 462
 AY1406  PID         -  AY1406
 AY1406  STATE/COUNTY-  TX/REAL
 AY1406  USGS QUAD   -  OWL HOLLOW (1971)
 AY1406
 AY1406                         *CURRENT SURVEY CONTROL
 AY1406  ___________________________________________________________________
 AY1406* NAD 83(1986)-  29 46 26.     (N)    099 52 01.     (W)     SCALED    
 AY1406* NAVD 88     -       706.267  (meters)    2317.14   (feet)  ADJUSTED  
 AY1406  ___________________________________________________________________
 AY1406  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 AY1406  DYNAMIC HT  -         705.206 (meters)    2313.66  (feet)  COMP
 AY1406  MODELED GRAV-     979,117.1   (mgal)                       NAVD 88
 AY1406
 AY1406  VERT ORDER  -  SECOND    CLASS 0
 AY1406
 AY1406.The horizontal coordinates were scaled from a topographic map and have
 AY1406.an estimated accuracy of +/- 6 seconds.
 AY1406
 AY1406.The orthometric height was determined by differential leveling
 AY1406.and adjusted by the National Geodetic Survey in June 1991..
 AY1406
 AY1406.The geoid height was determined by GEOID03.
 AY1406
 AY1406.The dynamic height is computed by dividing the NAVD 88
 AY1406.geopotential number by the normal gravity value computed on the
 AY1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1406.degrees latitude (g = 980.6199 gals.).
 AY1406
 AY1406.The modeled gravity was interpolated from observed gravity values.
 AY1406
 AY1406;                    North         East    Units  Estimated Accuracy
 AY1406;SPC TXSC     - 4,215,380.      516,170.      MT  (+/- 180 meters Scaled)
 AY1406
 AY1406                          SUPERSEDED SURVEY CONTROL
 AY1406
 AY1406  NGVD 29 (??/??/92)  706.155  (m)         2316.78   (f) ADJ UNCH    2 0
 AY1406
 AY1406.Superseded values are not recommended for survey control.
 AY1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1406.See file dsdata.txt to determine how the superseded data were derived.
 AY1406
 AY1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT161940(NAD 83)
 AY1406_MARKER: DB = BENCH MARK DISK
 AY1406_SETTING: 66 = SET IN ROCK OUTCROP
 AY1406_SP_SET: LIMESTONE OUTCROP
 AY1406_STAMPING: F 462 1953
 AY1406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1406+STABILITY: POSITION/ELEVATION WELL
 AY1406
 AY1406  HISTORY     - Date     Condition        Report By
 AY1406  HISTORY     - 1953     MONUMENTED       CGS
 AY1406  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1406  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1406  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1406
 AY1406                          STATION DESCRIPTION
 AY1406
 AY1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1406'8.5 MI W FROM LEAKEY.
 AY1406'0.1 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT LEAKEY,
 AY1406'THENCE 8.4 MILES WEST ALONG RANCH ROAD 337, IN THE BOTTOM OF A RAVINE,
 AY1406'47 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 AY1406'NORTHWEST, 32.5 FEET NORTHWEST OF THE CENTER LINE OF THE RANCH ROAD,
 AY1406'17 FEET SOUTHEAST OF A FENCE, 0.3 FOOT ABOVE THE GROUND, SET IN THE
 AY1406'TOP OF A FLAT LIMESTONE OUTCROP.
 AY1406
 AY1406                          STATION RECOVERY (2001)
 AY1406
 AY1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1406'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1406
 AY1406                          STATION RECOVERY (2001)
 AY1406
 AY1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1406'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1406
 AY1406                          STATION RECOVERY (2001)
 AY1406
 AY1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1406'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1151 ***********************************************************************
 AY1151  DESIGNATION -  F 463
 AY1151  PID         -  AY1151
 AY1151  STATE/COUNTY-  TX/BANDERA
 AY1151  USGS QUAD   -  BANDERA (1982)
 AY1151
 AY1151                         *CURRENT SURVEY CONTROL
 AY1151  ___________________________________________________________________
 AY1151* NAD 83(1986)-  29 42 45.     (N)    099 02 39.     (W)     SCALED    
 AY1151* NAVD 88     -       384.954  (meters)    1262.97   (feet)  ADJUSTED  
 AY1151  ___________________________________________________________________
 AY1151  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AY1151  DYNAMIC HT  -         384.396 (meters)    1261.14  (feet)  COMP
 AY1151  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 AY1151
 AY1151  VERT ORDER  -  SECOND    CLASS 0
 AY1151
 AY1151.The horizontal coordinates were scaled from a topographic map and have
 AY1151.an estimated accuracy of +/- 6 seconds.
 AY1151
 AY1151.The orthometric height was determined by differential leveling
 AY1151.and adjusted by the National Geodetic Survey in June 1991..
 AY1151
 AY1151.The geoid height was determined by GEOID03.
 AY1151
 AY1151.The dynamic height is computed by dividing the NAVD 88
 AY1151.geopotential number by the normal gravity value computed on the
 AY1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1151.degrees latitude (g = 980.6199 gals.).
 AY1151
 AY1151.The modeled gravity was interpolated from observed gravity values.
 AY1151
 AY1151;                    North         East    Units  Estimated Accuracy
 AY1151;SPC TXSC     - 4,208,260.      595,730.      MT  (+/- 180 meters Scaled)
 AY1151
 AY1151                          SUPERSEDED SURVEY CONTROL
 AY1151
 AY1151  NGVD 29 (??/??/92)  384.841  (m)         1262.60   (f) ADJ UNCH    2 0
 AY1151
 AY1151.Superseded values are not recommended for survey control.
 AY1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1151.See file dsdata.txt to determine how the superseded data were derived.
 AY1151
 AY1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT957869(NAD 83)
 AY1151_MARKER: DB = BENCH MARK DISK
 AY1151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1151_SP_SET: FOUNDATION
 AY1151_STAMPING: F 463 1953
 AY1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1151
 AY1151  HISTORY     - Date     Condition        Report By
 AY1151  HISTORY     - 1953     MONUMENTED       CGS
 AY1151  HISTORY     - 19931117 GOOD             USPSQD
 AY1151
 AY1151                          STATION DESCRIPTION
 AY1151
 AY1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1151'2.05 MI SE FROM BANDERA.
 AY1151'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1151'BANDERA, THENCE 0.2 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.2
 AY1151'MILE NORTHEAST ALONG A DIRT ROAD, THENCE 1.45 MILES SOUTHEAST ALONG A
 AY1151'GRAVELED ROAD, AT THE NORTHEAST ENTRANCE TO THE FLYING L RANCH
 AY1151'AIRPORT, AT THE NORTH HANGAR, 1 FOOT NORTHWEST OF THE NORTHWEST WALL
 AY1151'OF THE HANGAR, SET IN THE TOP OF THE NORTHEAST END OF A CONCRETE
 AY1151'FOUNDATION.
 AY1151
 AY1151                          STATION RECOVERY (1993)
 AY1151
 AY1151'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0166 ***********************************************************************
 BN0166  DESIGNATION -  F 464
 BN0166  PID         -  BN0166
 BN0166  STATE/COUNTY-  TX/GILLESPIE
 BN0166  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 BN0166
 BN0166                         *CURRENT SURVEY CONTROL
 BN0166  ___________________________________________________________________
 BN0166* NAD 83(1986)-  30 15 23.     (N)    098 51 01.     (W)     SCALED    
 BN0166* NAVD 88     -       493.120  (meters)    1617.84   (feet)  POSTED    
 BN0166  ___________________________________________________________________
 BN0166  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 BN0166  DYNAMIC HT  -         492.430 (meters)    1615.58  (feet)  COMP
 BN0166  MODELED GRAV-     979,229.3   (mgal)                       NAVD 88
 BN0166
 BN0166  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0166
 BN0166.The horizontal coordinates were scaled from a topographic map and have
 BN0166.an estimated accuracy of +/- 6 seconds.
 BN0166
 BN0166.The orthometric height was determined by differential leveling
 BN0166.and adjusted by the National Geodetic Survey in 1992..
 BN0166.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0166.rate of 0.0 thru 1.0 mm/km.
 BN0166
 BN0166.The geoid height was determined by GEOID03.
 BN0166
 BN0166.The dynamic height is computed by dividing the NAVD 88
 BN0166.geopotential number by the normal gravity value computed on the
 BN0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0166.degrees latitude (g = 980.6199 gals.).
 BN0166
 BN0166.The modeled gravity was interpolated from observed gravity values.
 BN0166
 BN0166;                    North         East    Units  Estimated Accuracy
 BN0166;SPC TX C     - 3,066,330.      842,720.      MT  (+/- 180 meters Scaled)
 BN0166
 BN0166                          SUPERSEDED SURVEY CONTROL
 BN0166
 BN0166  NGVD 29 (??/??/92)  493.062  (m)         1617.65   (f) ADJ UNCH    2 0
 BN0166
 BN0166.Superseded values are not recommended for survey control.
 BN0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0166.See file dsdata.txt to determine how the superseded data were derived.
 BN0166
 BN0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU144472(NAD 83)
 BN0166_MARKER: DB = BENCH MARK DISK
 BN0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0166_STAMPING: F 464 1953
 BN0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0166+STABILITY: SURFACE MOTION
 BN0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0166+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 BN0166
 BN0166  HISTORY     - Date     Condition        Report By
 BN0166  HISTORY     - 1953     MONUMENTED       CGS
 BN0166  HISTORY     - 19930713 GOOD             USPSQD
 BN0166  HISTORY     - 20030616 GOOD             GEOCAC
 BN0166
 BN0166                          STATION DESCRIPTION
 BN0166
 BN0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0166'1.9 MI SE FROM FREDERICKSBURG.
 BN0166'1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BN0166'FREDERICKSBURG, AT THE SOUTHWEST ENTRANCE TO AN ABANDONED CITY PARK,
 BN0166'114 FEET SOUTHEAST OF THE SOUTH CORNER OF A SERVICE STATION, 73 FEET
 BN0166'SOUTHEAST OF A 30 INCH OAK TREE, 56 FEET NORTHEAST OF THE CENTER LINE
 BN0166'OF THE HIGHWAY, 11 FEET SOUTHEAST OF A STONE POST AT THE ENTRANCE TO
 BN0166'THE PARK, 1.9 FEET NORTHEAST OF A FENCE, 1.8 FEET SOUTHEAST OF A
 BN0166'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 BN0166'FOOT ABOVE THE GROUND.
 BN0166
 BN0166                          STATION RECOVERY (1993)
 BN0166
 BN0166'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0166'RECOVERED IN GOOD CONDITION.
 BN0166
 BN0166                          STATION RECOVERY (2003)
 BN0166
 BN0166'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0166'RECOVERED IN GOOD CONDITION AT N 30 15.389 W 98 51.014 USING A
 BN0166'CONSUMER GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0860 ***********************************************************************
 AH0860  DESIGNATION -  F 465
 AH0860  PID         -  AH0860
 AH0860  STATE/COUNTY-  TX/NUECES
 AH0860  USGS QUAD   -  LAURELES RANCH (1975)
 AH0860
 AH0860                         *CURRENT SURVEY CONTROL
 AH0860  ___________________________________________________________________
 AH0860* NAD 83(1986)-  27 35 04.     (N)    097 36 36.     (W)     SCALED    
 AH0860* NAVD 88     -         9.554  (meters)      31.35   (feet)  ADJUSTED  
 AH0860  ___________________________________________________________________
 AH0860  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AH0860  DYNAMIC HT  -           9.539 (meters)      31.30  (feet)  COMP
 AH0860  MODELED GRAV-     979,112.7   (mgal)                       NAVD 88
 AH0860
 AH0860  VERT ORDER  -  SECOND    CLASS 0
 AH0860
 AH0860.The horizontal coordinates were scaled from a topographic map and have
 AH0860.an estimated accuracy of +/- 6 seconds.
 AH0860
 AH0860.The orthometric height was determined by differential leveling
 AH0860.and adjusted by the National Geodetic Survey in June 1991..
 AH0860
 AH0860.The geoid height was determined by GEOID03.
 AH0860
 AH0860.The dynamic height is computed by dividing the NAVD 88
 AH0860.geopotential number by the normal gravity value computed on the
 AH0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0860.degrees latitude (g = 980.6199 gals.).
 AH0860
 AH0860.The modeled gravity was interpolated from observed gravity values.
 AH0860
 AH0860;                    North         East    Units  Estimated Accuracy
 AH0860;SPC TX S     - 5,212,790.      387,870.      MT  (+/- 180 meters Scaled)
 AH0860
 AH0860                          SUPERSEDED SURVEY CONTROL
 AH0860
 AH0860  NGVD 29 (??/??/92)    9.683  (m)           31.77   (f) ADJ UNCH    2 0
 AH0860
 AH0860.Superseded values are not recommended for survey control.
 AH0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0860.See file dsdata.txt to determine how the superseded data were derived.
 AH0860
 AH0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR371519(NAD 83)
 AH0860_MARKER: DB = BENCH MARK DISK
 AH0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0860_STAMPING: F 465 1951
 AH0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0860+STABILITY: SURFACE MOTION
 AH0860
 AH0860  HISTORY     - Date     Condition        Report By
 AH0860  HISTORY     - 1951     MONUMENTED       CGS
 AH0860
 AH0860                          STATION DESCRIPTION
 AH0860
 AH0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0860'9.5 MI W FROM CHAPMAN RANCH.
 AH0860'0.2 MILE SOUTH ALONG STATE HIGHWAY 286 FROM THE HEADQUARTERS AT
 AH0860'CHAPMAN RANCH, THENCE 9.0 MILES WEST ALONG AN ASPHALT ROAD, THENCE 0.3
 AH0860'MILE WEST ALONG A DIRT AND GRAVELED ROAD, 171 FEET SOUTH OF THE CENTER
 AH0860'LINE OF THE DIRT ROAD, 17.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AH0860'THE MOST EASTERLY ONE OF TWO WHITE HOUSES, AT THE SOUTH END OF A HEDGE
 AH0860'ROW, 4 FEET WEST OF A CULTIVATED FIELD, SET IN THE TOP OF A CONCRETE
 AH0860'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS MARK IS 1.1 MILES
 AH0860'EAST OF BENCH MARK R 607 RESET 1942.  NOTE-- THIS MARK IS PROBABLY
 AH0860'LISTED IN THE BOOKS AND ON THE ABSTRACTS AS F 466.  THE CORRECT
 AH0860'DESIGNATION IS F 465.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0797 ***********************************************************************
 AY0797  DESIGNATION -  F 466
 AY0797  PID         -  AY0797
 AY0797  STATE/COUNTY-  TX/BEXAR
 AY0797  USGS QUAD   -  TERRELL WELLS (1992)
 AY0797
 AY0797                         *CURRENT SURVEY CONTROL
 AY0797  ___________________________________________________________________
 AY0797* NAD 83(1986)-  29 20 05.     (N)    098 35 32.     (W)     SCALED    
 AY0797* NAVD 88     -       194.093  (meters)     636.79   (feet)  ADJUSTED  
 AY0797  ___________________________________________________________________
 AY0797  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AY0797  DYNAMIC HT  -         193.812 (meters)     635.86  (feet)  COMP
 AY0797  MODELED GRAV-     979,193.4   (mgal)                       NAVD 88
 AY0797
 AY0797  VERT ORDER  -  FIRST     CLASS II
 AY0797
 AY0797.The horizontal coordinates were scaled from a topographic map and have
 AY0797.an estimated accuracy of +/- 6 seconds.
 AY0797
 AY0797.The orthometric height was determined by differential leveling
 AY0797.and adjusted by the National Geodetic Survey in June 1991..
 AY0797
 AY0797.The geoid height was determined by GEOID03.
 AY0797
 AY0797.The dynamic height is computed by dividing the NAVD 88
 AY0797.geopotential number by the normal gravity value computed on the
 AY0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0797.degrees latitude (g = 980.6199 gals.).
 AY0797
 AY0797.The modeled gravity was interpolated from observed gravity values.
 AY0797
 AY0797;                    North         East    Units  Estimated Accuracy
 AY0797;SPC TXSC     - 4,166,460.      639,600.      MT  (+/- 180 meters Scaled)
 AY0797
 AY0797                          SUPERSEDED SURVEY CONTROL
 AY0797
 AY0797  NGVD 29 (??/??/92)  193.993  (m)          636.46   (f) ADJ UNCH    1 2
 AY0797
 AY0797.Superseded values are not recommended for survey control.
 AY0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0797.See file dsdata.txt to determine how the superseded data were derived.
 AY0797
 AY0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT395451(NAD 83)
 AY0797_MARKER: DB = BENCH MARK DISK
 AY0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0797_STAMPING: F 466 1952
 AY0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0797+STABILITY: SURFACE MOTION
 AY0797
 AY0797  HISTORY     - Date     Condition        Report By
 AY0797  HISTORY     - 1952     MONUMENTED       CGS
 AY0797  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0797  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0797
 AY0797                          STATION DESCRIPTION
 AY0797
 AY0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0797'IN SAN ANTONIO.
 AY0797'AT SAN ANTONIO, 2.1 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS
 AY0797'RAILROAD FROM THE OVERPASS ON LOOP 13 (MILITARY DRIVE), 2 1/2 POLES
 AY0797'SOUTHWEST OF MILEPOST 220, 191 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 AY0797'THE TEXAS AND NEW ORLEANS RAILROAD, 44 FEET SOUTHEAST OF THE SOUTHEAST
 AY0797'RAIL OF THE INTERNATIONAL AND GREAT NORTHERN RAILROAD, 61 FEET
 AY0797'SOUTHWEST OF MILEPOST 267-10 OF THE INTERNATIONAL AND GREAT NORTHERN
 AY0797'RAILROAD, 31 FEET NORTHWEST OF THE CENTER LINE OF AN OILED ROAD, 2.7
 AY0797'FEET NORTHWEST OF A FENCE, 2.6 FEET SOUTHWEST OF A WITNESS POST, SET
 AY0797'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AY0797'GROUND.
 AY0797
 AY0797                          STATION RECOVERY (1986)
 AY0797
 AY0797'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0797'MARK NOT FOUND.
 AY0797
 AY0797                          STATION RECOVERY (1999)
 AY0797
 AY0797'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0186 ***********************************************************************
 CC0186  DESIGNATION -  F 467
 CC0186  PID         -  CC0186
 CC0186  STATE/COUNTY-  TX/PECOS
 CC0186  USGS QUAD   -  OWEGO (1972)
 CC0186
 CC0186                         *CURRENT SURVEY CONTROL
 CC0186  ___________________________________________________________________
 CC0186* NAD 83(1986)-  31 04 19.     (N)    102 30 03.     (W)     SCALED    
 CC0186* NAVD 88     -       724.534  (meters)    2377.08   (feet)  ADJUSTED  
 CC0186  ___________________________________________________________________
 CC0186  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CC0186  DYNAMIC HT  -         723.514 (meters)    2373.73  (feet)  COMP
 CC0186  MODELED GRAV-     979,209.2   (mgal)                       NAVD 88
 CC0186
 CC0186  VERT ORDER  -  SECOND    CLASS 0
 CC0186
 CC0186.The horizontal coordinates were scaled from a topographic map and have
 CC0186.an estimated accuracy of +/- 6 seconds.
 CC0186
 CC0186.The orthometric height was determined by differential leveling
 CC0186.and adjusted by the National Geodetic Survey in June 1991..
 CC0186
 CC0186.The geoid height was determined by GEOID03.
 CC0186
 CC0186.The dynamic height is computed by dividing the NAVD 88
 CC0186.geopotential number by the normal gravity value computed on the
 CC0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0186.degrees latitude (g = 980.6199 gals.).
 CC0186
 CC0186.The modeled gravity was interpolated from observed gravity values.
 CC0186
 CC0186;                    North         East    Units  Estimated Accuracy
 CC0186;SPC TX C     - 3,157,800.      493,190.      MT  (+/- 180 meters Scaled)
 CC0186
 CC0186                          SUPERSEDED SURVEY CONTROL
 CC0186
 CC0186  NGVD 29 (??/??/92)  724.330  (m)         2376.41   (f) ADJ UNCH    2 0
 CC0186
 CC0186.Superseded values are not recommended for survey control.
 CC0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0186.See file dsdata.txt to determine how the superseded data were derived.
 CC0186
 CC0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ384402(NAD 83)
 CC0186_MARKER: DB = BENCH MARK DISK
 CC0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0186_STAMPING: F 467 1935 2376.406
 CC0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0186+STABILITY: SURFACE MOTION
 CC0186
 CC0186  HISTORY     - Date     Condition        Report By
 CC0186  HISTORY     - 1935     MONUMENTED       CGS
 CC0186  HISTORY     - 1958     GOOD             NGS
 CC0186
 CC0186                          STATION DESCRIPTION
 CC0186
 CC0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0186'17.35 MI SW FROM MCCAMEY.
 CC0186'ABOUT 17.35 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0186'FROM THE STATION AT MCCAMEY, 3 FEET WEST OF MILEPOST 856, 44 FEET
 CC0186'NORTHWEST OF THE NORTHWEST RAIL, 38 FEET SOUTHEAST OF THE CENTER LINE
 CC0186'OF A GRADED DIRT ROAD, ABOUT 3 1/2 FEET SOUTHEAST OF A WOVEN WIRE
 CC0186'FENCE, 3 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 CC0186'1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE
 CC0186'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0225 ***********************************************************************
 BP0225  DESIGNATION -  F 468
 BP0225  PID         -  BP0225
 BP0225  STATE/COUNTY-  TX/PECOS
 BP0225  USGS QUAD   -  CHANCELLOR (1980)
 BP0225
 BP0225                         *CURRENT SURVEY CONTROL
 BP0225  ___________________________________________________________________
 BP0225* NAD 83(1986)-  30 41 07.     (N)    103 11 03.     (W)     SCALED    
 BP0225* NAVD 88     -      1043.410  (meters)    3423.25   (feet)  ADJUSTED  
 BP0225  ___________________________________________________________________
 BP0225  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 BP0225  DYNAMIC HT  -        1041.786 (meters)    3417.93  (feet)  COMP
 BP0225  MODELED GRAV-     979,049.2   (mgal)                       NAVD 88
 BP0225
 BP0225  VERT ORDER  -  SECOND    CLASS 0
 BP0225
 BP0225.The horizontal coordinates were scaled from a topographic map and have
 BP0225.an estimated accuracy of +/- 6 seconds.
 BP0225
 BP0225.The orthometric height was determined by differential leveling
 BP0225.and adjusted by the National Geodetic Survey in June 1991..
 BP0225
 BP0225.The geoid height was determined by GEOID03.
 BP0225
 BP0225.The dynamic height is computed by dividing the NAVD 88
 BP0225.geopotential number by the normal gravity value computed on the
 BP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0225.degrees latitude (g = 980.6199 gals.).
 BP0225
 BP0225.The modeled gravity was interpolated from observed gravity values.
 BP0225
 BP0225;                    North         East    Units  Estimated Accuracy
 BP0225;SPC TX C     - 3,116,420.      426,900.      MT  (+/- 180 meters Scaled)
 BP0225
 BP0225                          SUPERSEDED SURVEY CONTROL
 BP0225
 BP0225  NGVD 29 (??/??/92) 1043.033  (m)         3422.02   (f) ADJ UNCH    2 0
 BP0225
 BP0225.Superseded values are not recommended for survey control.
 BP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0225.See file dsdata.txt to determine how the superseded data were derived.
 BP0225
 BP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP739961(NAD 83)
 BP0225_MARKER: DB = BENCH MARK DISK
 BP0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0225_STAMPING: F 468 1935 3422.017
 BP0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0225+STABILITY: SURFACE MOTION
 BP0225
 BP0225  HISTORY     - Date     Condition        Report By
 BP0225  HISTORY     - 1935     MONUMENTED       CGS
 BP0225  HISTORY     - 1958     GOOD             NGS
 BP0225
 BP0225                          STATION DESCRIPTION
 BP0225
 BP0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0225'23.3 MI SW FROM FORT STOCKTON.
 BP0225'ABOUT 23.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0225'FROM THE STATION AT FORT STOCKTON, 12 FEET NORTH OF MILEPOST 905, 48
 BP0225'1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 0.7 MILE SOUTHWEST OF
 BP0225'THE CHANCELLOR SIDING SIGN, ABOUT 0.15 MILE SOUTHWEST OF A TRESTLE, 19
 BP0225'FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 1 1/2 FEET SOUTHWEST
 BP0225'OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 BP0225'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0745 ***********************************************************************
 AH0745  DESIGNATION -  F 47
 AH0745  PID         -  AH0745
 AH0745  STATE/COUNTY-  TX/NUECES
 AH0745  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0745
 AH0745                         *CURRENT SURVEY CONTROL
 AH0745  ___________________________________________________________________
 AH0745* NAD 83(1986)-  27 35 05.     (N)    097 48 02.     (W)     SCALED    
 AH0745* NAVD 88     -        19.977  (meters)      65.54   (feet)  ADJUSTED  
 AH0745  ___________________________________________________________________
 AH0745  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AH0745  DYNAMIC HT  -          19.946 (meters)      65.44  (feet)  COMP
 AH0745  MODELED GRAV-     979,102.2   (mgal)                       NAVD 88
 AH0745
 AH0745  VERT ORDER  -  FIRST     CLASS II
 AH0745
 AH0745.The horizontal coordinates were scaled from a topographic map and have
 AH0745.an estimated accuracy of +/- 6 seconds.
 AH0745
 AH0745.The orthometric height was determined by differential leveling
 AH0745.and adjusted by the National Geodetic Survey in June 1991..
 AH0745.WARNING-Repeat measurements at this control monument indicate possible
 AH0745.vertical movement.
 AH0745
 AH0745.The geoid height was determined by GEOID03.
 AH0745
 AH0745.The dynamic height is computed by dividing the NAVD 88
 AH0745.geopotential number by the normal gravity value computed on the
 AH0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0745.degrees latitude (g = 980.6199 gals.).
 AH0745
 AH0745.The modeled gravity was interpolated from observed gravity values.
 AH0745
 AH0745;                    North         East    Units  Estimated Accuracy
 AH0745;SPC TX S     - 5,212,700.      369,060.      MT  (+/- 180 meters Scaled)
 AH0745
 AH0745                          SUPERSEDED SURVEY CONTROL
 AH0745
 AH0745  NGVD 29 (??/??/92)   20.052  (m)           65.79   (f) ADJ UNCH    1 2
 AH0745
 AH0745.Superseded values are not recommended for survey control.
 AH0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0745.See file dsdata.txt to determine how the superseded data were derived.
 AH0745
 AH0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR183517(NAD 83)
 AH0745_MARKER: DB = BENCH MARK DISK
 AH0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0745_SP_SET: BUILDING
 AH0745_STAMPING: F 47 1917
 AH0745_MARK LOGO: CGS   
 AH0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0745
 AH0745  HISTORY     - Date     Condition        Report By
 AH0745  HISTORY     - 1917     MONUMENTED       CGS
 AH0745  HISTORY     - 1975     GOOD             USGS
 AH0745  HISTORY     - 1981     GOOD             NGS
 AH0745  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0745  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 AH0745
 AH0745                          STATION DESCRIPTION
 AH0745
 AH0745'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0745'IN BISHOP.
 AH0745'AT BISHOP, AT THE INTERSECTION OF STATE HWY 428 (U.S. HWY 77 BUSINESS)
 AH0745'AND MAIN STREET, IN WALL OF BUILDING ON SE CORNER OF INTERSECTION NOW
 AH0745'OCCUPIED BY RUMMAGE CENTER, 12 FT. EAST OF THE CENTER OF THE DOOR, 4.2
 AH0745'FT. ABOVE THE SIDEWALK, SET VERTICALLY IN THE NORTH BRICK WALL OF
 AH0745'BUILDING, A STANDARD DISK.
 AH0745
 AH0745                          STATION RECOVERY (1981)
 AH0745
 AH0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0745'RECOVERED THIS DATE.  NOTE-LOCATED AT CHAYOS PARTS AND SERVICE
 AH0745'BUILDING (AT THE JUNCTION OF 108 WEST MAIN STREET AND BUSINESS HIGHWAY
 AH0745'77) IN BISHOP.
 AH0745
 AH0745                          STATION RECOVERY (1997)
 AH0745
 AH0745'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0745'MARK NOT FOUND.
 AH0745
 AH0745                          STATION RECOVERY (2001)
 AH0745
 AH0745'RECOVERY NOTE BY US POWER SQUADRON 2001 (LKL)
 AH0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0496 ***********************************************************************
 BP0496  DESIGNATION -  F 470
 BP0496  PID         -  BP0496
 BP0496  STATE/COUNTY-  TX/REEVES
 BP0496  USGS QUAD   -  TOYAHVALE (1972)
 BP0496
 BP0496                         *CURRENT SURVEY CONTROL
 BP0496  ___________________________________________________________________
 BP0496* NAD 83(1986)-  30 55 12.     (N)    103 46 57.     (W)     SCALED    
 BP0496* NAVD 88     -      1046.367  (meters)    3432.96   (feet)  POSTED    
 BP0496  ___________________________________________________________________
 BP0496  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BP0496  DYNAMIC HT  -        1044.760 (meters)    3427.68  (feet)  COMP
 BP0496  MODELED GRAV-     979,071.6   (mgal)                       NAVD 88
 BP0496
 BP0496  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0496
 BP0496.The horizontal coordinates were scaled from a topographic map and have
 BP0496.an estimated accuracy of +/- 6 seconds.
 BP0496
 BP0496.The orthometric height was determined by differential leveling
 BP0496.and adjusted by the National Geodetic Survey in 1992..
 BP0496.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0496.rate of 1.1 thru 2.0 mm/km.
 BP0496
 BP0496.The geoid height was determined by GEOID03.
 BP0496
 BP0496.The dynamic height is computed by dividing the NAVD 88
 BP0496.geopotential number by the normal gravity value computed on the
 BP0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0496.degrees latitude (g = 980.6199 gals.).
 BP0496
 BP0496.The modeled gravity was interpolated from observed gravity values.
 BP0496
 BP0496;                    North         East    Units  Estimated Accuracy
 BP0496;SPC TX C     - 3,144,050.      370,410.      MT  (+/- 180 meters Scaled)
 BP0496
 BP0496                          SUPERSEDED SURVEY CONTROL
 BP0496
 BP0496  NGVD 29 (??/??/92) 1046.014  (m)         3431.80   (f) ADJ UNCH    2 0
 BP0496
 BP0496.Superseded values are not recommended for survey control.
 BP0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0496.See file dsdata.txt to determine how the superseded data were derived.
 BP0496
 BP0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ163213(NAD 83)
 BP0496_MARKER: DB = BENCH MARK DISK
 BP0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0496_STAMPING: F 470 1934 3431.909
 BP0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0496+STABILITY: SURFACE MOTION
 BP0496
 BP0496  HISTORY     - Date     Condition        Report By
 BP0496  HISTORY     - 1934     MONUMENTED       CGS
 BP0496  HISTORY     - 1958     GOOD             NGS
 BP0496  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0496  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0496
 BP0496                          STATION DESCRIPTION
 BP0496
 BP0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0496'3.1 MI S FROM TOYAHVALE.
 BP0496'ABOUT 2.15 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0496'TOYAHVALE, THENCE 0.45 MILE EAST ALONG A FENCE LINE, THENCE 0.5 MILE
 BP0496'NORTH ALONG THE OLD ABANDONED HIGHWAY GRADE, 30 FEET WEST OF THE
 BP0496'CENTER LINE OF THE OLD HIGHWAY, ON THE CREST OF A SLIGHT RISE, 1 1/2
 BP0496'FEET EAST OF A FENCE, 1 1/2 FEET NORTH OF A CONCRETE WITNESS POST, IN
 BP0496'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BP0496
 BP0496                          STATION RECOVERY (1966)
 BP0496
 BP0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0496'MARK NOT FOUND.
 BP0496
 BP0496                          STATION RECOVERY (1996)
 BP0496
 BP0496'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0602 ***********************************************************************
 DO0602  DESIGNATION -  F 471
 DO0602  PID         -  DO0602
 DO0602  STATE/COUNTY-  TX/KING
 DO0602  USGS QUAD   -  CEDAR MOUNTAIN (1981)
 DO0602
 DO0602                         *CURRENT SURVEY CONTROL
 DO0602  ___________________________________________________________________
 DO0602* NAD 83(1986)-  33 34 49.     (N)    099 59 35.     (W)     SCALED    
 DO0602* NAVD 88     -       498.707  (meters)    1636.17   (feet)  ADJUSTED  
 DO0602  ___________________________________________________________________
 DO0602  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DO0602  DYNAMIC HT  -         498.119 (meters)    1634.25  (feet)  COMP
 DO0602  MODELED GRAV-     979,442.4   (mgal)                       NAVD 88
 DO0602
 DO0602  VERT ORDER  -  SECOND    CLASS 0
 DO0602
 DO0602.The horizontal coordinates were scaled from a topographic map and have
 DO0602.an estimated accuracy of +/- 6 seconds.
 DO0602
 DO0602.The orthometric height was determined by differential leveling
 DO0602.and adjusted by the National Geodetic Survey in June 1991..
 DO0602
 DO0602.The geoid height was determined by GEOID03.
 DO0602
 DO0602.The dynamic height is computed by dividing the NAVD 88
 DO0602.geopotential number by the normal gravity value computed on the
 DO0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0602.degrees latitude (g = 980.6199 gals.).
 DO0602
 DO0602.The modeled gravity was interpolated from observed gravity values.
 DO0602
 DO0602;                    North         East    Units  Estimated Accuracy
 DO0602;SPC TXNC     - 2,213,190.      461,410.      MT  (+/- 180 meters Scaled)
 DO0602
 DO0602                          SUPERSEDED SURVEY CONTROL
 DO0602
 DO0602  NGVD 29 (??/??/92)  498.537  (m)         1635.62   (f) ADJ UNCH    2 0
 DO0602
 DO0602.Superseded values are not recommended for survey control.
 DO0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0602.See file dsdata.txt to determine how the superseded data were derived.
 DO0602
 DO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC078160(NAD 83)
 DO0602_MARKER: DB = BENCH MARK DISK
 DO0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0602_STAMPING: F 471 1934
 DO0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0602+STABILITY: SURFACE MOTION
 DO0602
 DO0602  HISTORY     - Date     Condition        Report By
 DO0602  HISTORY     - 1934     MONUMENTED       CGS
 DO0602  HISTORY     - 1958     GOOD             NGS
 DO0602
 DO0602                          STATION DESCRIPTION
 DO0602
 DO0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0602'11.5 MI W FROM BENJAMIN.
 DO0602'IN KING COUNTY, 11.5 MILES WEST ALONG U.S. HIGHWAY 82 FROM BENJAMIN,
 DO0602'KNOX COUNTY, 5 FEET WEST OF THE KINGKNOX COUNTY LINE, 50 FEET NORTH OF
 DO0602'THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0199 ***********************************************************************
 DP0199  DESIGNATION -  F 472
 DP0199  PID         -  DP0199
 DP0199  STATE/COUNTY-  TX/DICKENS
 DP0199  USGS QUAD   -  CROTON CAMP (1981)
 DP0199
 DP0199                         *CURRENT SURVEY CONTROL
 DP0199  ___________________________________________________________________
 DP0199* NAD 83(1986)-  33 37 09.     (N)    100 44 35.     (W)     SCALED    
 DP0199* NAVD 88     -       682.462  (meters)    2239.04   (feet)  ADJUSTED  
 DP0199  ___________________________________________________________________
 DP0199  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DP0199  DYNAMIC HT  -         681.641 (meters)    2236.35  (feet)  COMP
 DP0199  MODELED GRAV-     979,411.1   (mgal)                       NAVD 88
 DP0199
 DP0199  VERT ORDER  -  SECOND    CLASS 0
 DP0199
 DP0199.The horizontal coordinates were scaled from a topographic map and have
 DP0199.an estimated accuracy of +/- 6 seconds.
 DP0199
 DP0199.The orthometric height was determined by differential leveling
 DP0199.and adjusted by the National Geodetic Survey in June 1991..
 DP0199
 DP0199.The geoid height was determined by GEOID03.
 DP0199
 DP0199.The dynamic height is computed by dividing the NAVD 88
 DP0199.geopotential number by the normal gravity value computed on the
 DP0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0199.degrees latitude (g = 980.6199 gals.).
 DP0199
 DP0199.The modeled gravity was interpolated from observed gravity values.
 DP0199
 DP0199;                    North         East    Units  Estimated Accuracy
 DP0199;SPC TXNC     - 2,218,740.      391,890.      MT  (+/- 180 meters Scaled)
 DP0199
 DP0199                          SUPERSEDED SURVEY CONTROL
 DP0199
 DP0199  NGVD 29 (??/??/92)  682.21   (m)         2238.2    (f) COMPUTED    2 0
 DP0199
 DP0199.Superseded values are not recommended for survey control.
 DP0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0199.See file dsdata.txt to determine how the superseded data were derived.
 DP0199
 DP0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC383212(NAD 83)
 DP0199_MARKER: DB = BENCH MARK DISK
 DP0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0199_STAMPING: F-472 1935
 DP0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0199+STABILITY: SURFACE MOTION
 DP0199
 DP0199  HISTORY     - Date     Condition        Report By
 DP0199  HISTORY     - 1935     MONUMENTED       CGS
 DP0199
 DP0199                          STATION DESCRIPTION
 DP0199
 DP0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0199'6.3 MI E FROM DICKENS.
 DP0199'6.3 MI. E. ALONG STATE NO. 24 ABOUT 0.2 MI. E. OF A FARMHOUSE, 36 FT.
 DP0199'N. OF THE CENTER LINE OF HWY., 3 FT. N. OF A TELEPHONE POLE, AND 1 FT.
 DP0199'N. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0200 ***********************************************************************
 DP0200  DESIGNATION -  F 472 RESET 1935
 DP0200  PID         -  DP0200
 DP0200  STATE/COUNTY-  TX/DICKENS
 DP0200  USGS QUAD   -  CROTON CAMP (1981)
 DP0200
 DP0200                         *CURRENT SURVEY CONTROL
 DP0200  ___________________________________________________________________
 DP0200* NAD 83(1986)-  33 37 09.     (N)    100 44 35.     (W)     SCALED    
 DP0200* NAVD 88     -       682.43   (meters)    2238.9    (feet)  RESET     
 DP0200  ___________________________________________________________________
 DP0200  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DP0200
 DP0200  VERT ORDER  -  THIRD
 DP0200
 DP0200.The horizontal coordinates were scaled from a topographic map and have
 DP0200.an estimated accuracy of +/- 6 seconds.
 DP0200
 DP0200.The orthometric height was computed from unverified reset data.
 DP0200
 DP0200.The geoid height was determined by GEOID03.
 DP0200
 DP0200;                    North         East    Units  Estimated Accuracy
 DP0200;SPC TXNC     - 2,218,740.      391,890.      MT  (+/- 180 meters Scaled)
 DP0200
 DP0200                          SUPERSEDED SURVEY CONTROL
 DP0200
 DP0200.No superseded survey control is available for this station.
 DP0200
 DP0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC383212(NAD 83)
 DP0200_MARKER: DB = BENCH MARK DISK
 DP0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0200_STAMPING: F 472 RESET 1935
 DP0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0200+STABILITY: SURFACE MOTION
 DP0200
 DP0200  HISTORY     - Date     Condition        Report By
 DP0200  HISTORY     - 1935     MONUMENTED       TXHD
 DP0200
 DP0200                          STATION DESCRIPTION
 DP0200
 DP0200'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1935
 DP0200'6.3 MI E FROM DICKENS.
 DP0200'6.3 MILES EAST ALONG U.S. HIGHWAY 82 FROM DICKENS, DICKENS COUNTY,
 DP0200'ABOUT 150 YARDS SOUTHWEST OF A SMALL FARMHOUSE, AT SURVEY STATION
 DP0200'310+00, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND AT THE
 DP0200'RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED F 472 RESET 1935 AND SET
 DP0200'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0244 ***********************************************************************
 DP0244  DESIGNATION -  F 473 RESET 1940
 DP0244  PID         -  DP0244
 DP0244  STATE/COUNTY-  TX/CROSBY
 DP0244  USGS QUAD   -  MC ADOO (1966)
 DP0244
 DP0244                         *CURRENT SURVEY CONTROL
 DP0244  ___________________________________________________________________
 DP0244* NAD 83(1986)-  33 41 02.     (N)    101 01 45.     (W)     SCALED    
 DP0244* NAVD 88     -       906.41   (meters)    2973.8    (feet)  RESET     
 DP0244  ___________________________________________________________________
 DP0244  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DP0244
 DP0244  VERT ORDER  -  THIRD
 DP0244
 DP0244.The horizontal coordinates were scaled from a topographic map and have
 DP0244.an estimated accuracy of +/- 6 seconds.
 DP0244
 DP0244.The orthometric height was computed from unverified reset data.
 DP0244
 DP0244.The geoid height was determined by GEOID03.
 DP0244
 DP0244;                    North         East    Units  Estimated Accuracy
 DP0244;SPC TXNC     - 2,226,520.      365,520.      MT  (+/- 180 meters Scaled)
 DP0244
 DP0244                          SUPERSEDED SURVEY CONTROL
 DP0244
 DP0244.No superseded survey control is available for this station.
 DP0244
 DP0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC119289(NAD 83)
 DP0244_MARKER: DB = BENCH MARK DISK
 DP0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0244_STAMPING: F 473 RESET 1940
 DP0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0244+STABILITY: SURFACE MOTION
 DP0244
 DP0244  HISTORY     - Date     Condition        Report By
 DP0244  HISTORY     - 1940     MONUMENTED       TXHD
 DP0244  HISTORY     - 1965     MARK NOT FOUND   USGS
 DP0244
 DP0244                          STATION DESCRIPTION
 DP0244
 DP0244'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1940
 DP0244'11.3 MI E FROM CROSBYTON.
 DP0244'11.3 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE PANHANDLE AND SANTA FE
 DP0244'RAILWAY STATION AT CROSBYTON, CROSBY COUNTY, ABOUT 175 YARDS WEST OF A
 DP0244'WHITE FRAME HOUSE, 90 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 DP0244'A ROAD LEADING NORTHWEST, AND 50 FEET NORTH OF THE CENTERLINE OF THE
 DP0244'HIGHWAY.  A STANDARD DISK, STAMPED F 473 RESET 1940 AND SET IN THE TOP
 DP0244'OF A CONCRETE POST.
 DP0244
 DP0244                          STATION RECOVERY (1965)
 DP0244
 DP0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0287 ***********************************************************************
 DP0287  DESIGNATION -  F 474
 DP0287  PID         -  DP0287
 DP0287  STATE/COUNTY-  TX/GARZA
 DP0287  USGS QUAD   -  JUSTICEBURG NW (1969)
 DP0287
 DP0287                         *CURRENT SURVEY CONTROL
 DP0287  ___________________________________________________________________
 DP0287* NAD 83(1986)-  33 12 31.     (N)    101 09 56.     (W)     SCALED    
 DP0287* NAVD 88     -       752.466  (meters)    2468.72   (feet)  ADJUSTED  
 DP0287  ___________________________________________________________________
 DP0287  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 DP0287  DYNAMIC HT  -         751.531 (meters)    2465.65  (feet)  COMP
 DP0287  MODELED GRAV-     979,369.2   (mgal)                       NAVD 88
 DP0287
 DP0287  VERT ORDER  -  SECOND    CLASS 0
 DP0287
 DP0287.The horizontal coordinates were scaled from a topographic map and have
 DP0287.an estimated accuracy of +/- 6 seconds.
 DP0287
 DP0287.The orthometric height was determined by differential leveling
 DP0287.and adjusted by the National Geodetic Survey in June 1991..
 DP0287
 DP0287.The geoid height was determined by GEOID03.
 DP0287
 DP0287.The dynamic height is computed by dividing the NAVD 88
 DP0287.geopotential number by the normal gravity value computed on the
 DP0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0287.degrees latitude (g = 980.6199 gals.).
 DP0287
 DP0287.The modeled gravity was interpolated from observed gravity values.
 DP0287
 DP0287;                    North         East    Units  Estimated Accuracy
 DP0287;SPC TXNC     - 2,174,140.      351,540.      MT  (+/- 180 meters Scaled)
 DP0287
 DP0287                          SUPERSEDED SURVEY CONTROL
 DP0287
 DP0287  NGVD 29 (??/??/92)  752.142  (m)         2467.65   (f) ADJ UNCH    2 0
 DP0287
 DP0287.Superseded values are not recommended for survey control.
 DP0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0287.See file dsdata.txt to determine how the superseded data were derived.
 DP0287
 DP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB981765(NAD 83)
 DP0287_MARKER: DB = BENCH MARK DISK
 DP0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0287_STAMPING: F 474 1935
 DP0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0287+STABILITY: SURFACE MOTION
 DP0287
 DP0287  HISTORY     - Date     Condition        Report By
 DP0287  HISTORY     - 1935     MONUMENTED       CGS
 DP0287  HISTORY     - 1969     MARK NOT FOUND   USGS
 DP0287
 DP0287                          STATION DESCRIPTION
 DP0287
 DP0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0287'13.0 MI E FROM POST.
 DP0287'13.0 MILES EAST ALONG U. S. HIGHWAY 380 FROM POST, GARZA COUNTY, 43
 DP0287'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN LINE WITH THE
 DP0287'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 474 1935 AND SET IN
 DP0287'THE TOP OF A CONCRETE POST.
 DP0287
 DP0287                          STATION RECOVERY (1969)
 DP0287
 DP0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0194 ***********************************************************************
 CU0194  DESIGNATION -  F 476
 CU0194  PID         -  CU0194
 CU0194  STATE/COUNTY-  TX/NOLAN
 CU0194  USGS QUAD   -  LAKE TRAMMELL (1969)
 CU0194
 CU0194                         *CURRENT SURVEY CONTROL
 CU0194  ___________________________________________________________________
 CU0194* NAD 83(1986)-  32 17 38.     (N)    100 26 40.     (W)     SCALED    
 CU0194* NAVD 88     -       741.874  (meters)    2433.96   (feet)  ADJUSTED  
 CU0194  ___________________________________________________________________
 CU0194  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CU0194  DYNAMIC HT  -         740.877 (meters)    2430.69  (feet)  COMP
 CU0194  MODELED GRAV-     979,270.7   (mgal)                       NAVD 88
 CU0194
 CU0194  VERT ORDER  -  SECOND    CLASS 0
 CU0194
 CU0194.The horizontal coordinates were scaled from a topographic map and have
 CU0194.an estimated accuracy of +/- 6 seconds.
 CU0194
 CU0194.The orthometric height was determined by differential leveling
 CU0194.and adjusted by the National Geodetic Survey in June 1991..
 CU0194
 CU0194.The geoid height was determined by GEOID03.
 CU0194
 CU0194.The dynamic height is computed by dividing the NAVD 88
 CU0194.geopotential number by the normal gravity value computed on the
 CU0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0194.degrees latitude (g = 980.6199 gals.).
 CU0194
 CU0194.The modeled gravity was interpolated from observed gravity values.
 CU0194
 CU0194;                    North         East    Units  Estimated Accuracy
 CU0194;SPC TXNC     - 2,071,250.      416,870.      MT  (+/- 180 meters Scaled)
 CU0194
 CU0194                          SUPERSEDED SURVEY CONTROL
 CU0194
 CU0194  NGVD 29 (??/??/92)  741.630  (m)         2433.16   (f) ADJ UNCH    2 0
 CU0194
 CU0194.Superseded values are not recommended for survey control.
 CU0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0194.See file dsdata.txt to determine how the superseded data were derived.
 CU0194
 CU0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA639739(NAD 83)
 CU0194_MARKER: DB = BENCH MARK DISK
 CU0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0194_SP_SET: CULVERT
 CU0194_STAMPING: 2433.164 F 476 1935
 CU0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0194
 CU0194  HISTORY     - Date     Condition        Report By
 CU0194  HISTORY     - 1935     MONUMENTED       CGS
 CU0194  HISTORY     - 1958     GOOD             NGS
 CU0194
 CU0194                          STATION DESCRIPTION
 CU0194
 CU0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0194'12.6 MI S FROM SWEETWATER.
 CU0194'12.6 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0194'STATION AT SWEETWATER, NOLAN COUNTY, 4.6 MILES NORTH OF THE STATION AT
 CU0194'MARYNEAL, 4 POLES NORTH OF MILEPOST 653, 40 FEET SOUTH OF A CUT, AT A
 CU0194'36-INCH CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST
 CU0194'HEADWALL, AND 14 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 CU0194'DISK, STAMPED 2433.164 F 476 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0061 ***********************************************************************
 CB0061  DESIGNATION -  F 477
 CB0061  PID         -  CB0061
 CB0061  STATE/COUNTY-  TX/CONCHO
 CB0061  USGS QUAD   -  LOWAKE (1984)
 CB0061
 CB0061                         *CURRENT SURVEY CONTROL
 CB0061  ___________________________________________________________________
 CB0061* NAD 83(1986)-  31 34 40.     (N)    100 06 37.     (W)     SCALED    
 CB0061* NAVD 88     -       539.819  (meters)    1771.06   (feet)  ADJUSTED  
 CB0061  ___________________________________________________________________
 CB0061  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 CB0061  DYNAMIC HT  -         539.095 (meters)    1768.68  (feet)  COMP
 CB0061  MODELED GRAV-     979,281.7   (mgal)                       NAVD 88
 CB0061
 CB0061  VERT ORDER  -  SECOND    CLASS 0
 CB0061
 CB0061.The horizontal coordinates were scaled from a topographic map and have
 CB0061.an estimated accuracy of +/- 6 seconds.
 CB0061
 CB0061.The orthometric height was determined by differential leveling
 CB0061.and adjusted by the National Geodetic Survey in June 1991..
 CB0061
 CB0061.The geoid height was determined by GEOID03.
 CB0061
 CB0061.The dynamic height is computed by dividing the NAVD 88
 CB0061.geopotential number by the normal gravity value computed on the
 CB0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0061.degrees latitude (g = 980.6199 gals.).
 CB0061
 CB0061.The modeled gravity was interpolated from observed gravity values.
 CB0061
 CB0061;                    North         East    Units  Estimated Accuracy
 CB0061;SPC TX C     - 3,211,880.      721,170.      MT  (+/- 180 meters Scaled)
 CB0061
 CB0061                          SUPERSEDED SURVEY CONTROL
 CB0061
 CB0061  NGVD 29 (??/??/92)  539.697  (m)         1770.66   (f) ADJ UNCH    2 0
 CB0061
 CB0061.Superseded values are not recommended for survey control.
 CB0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0061.See file dsdata.txt to determine how the superseded data were derived.
 CB0061
 CB0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV946941(NAD 83)
 CB0061_MARKER: DB = BENCH MARK DISK
 CB0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0061_STAMPING: F 477 1935
 CB0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0061+STABILITY: SURFACE MOTION
 CB0061
 CB0061  HISTORY     - Date     Condition        Report By
 CB0061  HISTORY     - 1935     MONUMENTED       CGS
 CB0061  HISTORY     - 1940     GOOD             NGS
 CB0061  HISTORY     - 1976     MARK NOT FOUND   USGS
 CB0061
 CB0061                          STATION DESCRIPTION
 CB0061
 CB0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CB0061'2.1 MI NW FROM LOWAKE.
 CB0061'2.1 MILES NORTHWEST ALONG THE ABANDONED GULF, COLORADO AND SANTA FE
 CB0061'RAILWAY FROM THE POST OFFICE AT LOWAKE, CONCHO COUNTY, 150 FEET
 CB0061'SOUTHEAST OF THE FORMER LOCATION OF MILEPOST 4, AT THE SOUTHEAST
 CB0061'CORNER OF THE J.J. HOCK FARM, AT THE NORTHWEST CORNER OF A FORMER ROAD
 CB0061'CROSSING, ABOUT 42 YARDS SOUTH OF THE CORNER OF A WIRE FENCE, 21 FEET
 CB0061'WEST OF CENTERLINE OF A NORTH-AND-SOUTH DIRT ROAD, 18 FEET NORTHEAST
 CB0061'OF THE CENTERLINE OF OLD RAILROAD ROADBED, 2 FEET WEST OF A
 CB0061'NORTH-AND-SOUTH WIRE FENCE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A
 CB0061'STANDARD DISK, STAMPED F 477 1935 AND SET IN THE TOP OF A CONCRETE
 CB0061'POST.
 CB0061
 CB0061                          STATION RECOVERY (1976)
 CB0061
 CB0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CB0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0702 ***********************************************************************
 CA0702  DESIGNATION -  F 478
 CA0702  PID         -  CA0702
 CA0702  STATE/COUNTY-  TX/COLEMAN
 CA0702  USGS QUAD   -  VALERA (1967)
 CA0702
 CA0702                         *CURRENT SURVEY CONTROL
 CA0702  ___________________________________________________________________
 CA0702* NAD 83(1986)-  31 45 34.     (N)    099 36 43.     (W)     SCALED    
 CA0702* NAVD 88     -       605.025  (meters)    1984.99   (feet)  ADJUSTED  
 CA0702  ___________________________________________________________________
 CA0702  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CA0702  DYNAMIC HT  -         604.217 (meters)    1982.34  (feet)  COMP
 CA0702  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 CA0702
 CA0702  VERT ORDER  -  SECOND    CLASS 0
 CA0702
 CA0702.The horizontal coordinates were scaled from a topographic map and have
 CA0702.an estimated accuracy of +/- 6 seconds.
 CA0702
 CA0702.The orthometric height was determined by differential leveling
 CA0702.and adjusted by the National Geodetic Survey in June 1991..
 CA0702
 CA0702.The geoid height was determined by GEOID03.
 CA0702
 CA0702.The dynamic height is computed by dividing the NAVD 88
 CA0702.geopotential number by the normal gravity value computed on the
 CA0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0702.degrees latitude (g = 980.6199 gals.).
 CA0702
 CA0702.The modeled gravity was interpolated from observed gravity values.
 CA0702
 CA0702;                    North         East    Units  Estimated Accuracy
 CA0702;SPC TX C     - 3,232,230.      768,340.      MT  (+/- 180 meters Scaled)
 CA0702
 CA0702                          SUPERSEDED SURVEY CONTROL
 CA0702
 CA0702  NGVD 29 (??/??/92)  604.890  (m)         1984.54   (f) ADJ UNCH    2 0
 CA0702
 CA0702.Superseded values are not recommended for survey control.
 CA0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0702.See file dsdata.txt to determine how the superseded data were derived.
 CA0702
 CA0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA420139(NAD 83)
 CA0702_MARKER: DB = BENCH MARK DISK
 CA0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0702_STAMPING: 1984.471 F 478 1935
 CA0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0702+STABILITY: SURFACE MOTION
 CA0702
 CA0702  HISTORY     - Date     Condition        Report By
 CA0702  HISTORY     - 1935     MONUMENTED       CGS
 CA0702  HISTORY     - 1940     GOOD             NGS
 CA0702
 CA0702                          STATION DESCRIPTION
 CA0702
 CA0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0702'3.8 MI W FROM VALERA.
 CA0702'3.8 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0702'STATION AT VALERA, COLEMAN COUNTY, 5 POLES WEST OF MILEPOST 15, AT A
 CA0702'ROAD CROSSING, 20 FEET WEST OF THE CENTERLINE OF THE ROAD, 50 FEET
 CA0702'SOUTH OF THE CENTERLINE OF THE TRACK, 20 FEET EAST OF A POLE, 5 FEET
 CA0702'NORTH OF A FENCE CORNER, AND 1 FOOT WEST OF THE NORTH-AND-SOUTH FENCE.
 CA0702'A STANDARD DISK, STAMPED F 478 1935 AND SET IN THE TOP OF A CONCRETE
 CA0702'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0265 ***********************************************************************
 CS0265  DESIGNATION -  F 479
 CS0265  PID         -  CS0265
 CS0265  STATE/COUNTY-  TX/KAUFMAN
 CS0265  USGS QUAD   -  CEDARVALE (1981)
 CS0265
 CS0265                         *CURRENT SURVEY CONTROL
 CS0265  ___________________________________________________________________
 CS0265* NAD 83(1986)-  32 36 05.     (N)    096 05 37.     (W)     SCALED    
 CS0265* NAVD 88     -       123.028  (meters)     403.63   (feet)  ADJUSTED  
 CS0265  ___________________________________________________________________
 CS0265  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0265  DYNAMIC HT  -         122.889 (meters)     403.18  (feet)  COMP
 CS0265  MODELED GRAV-     979,506.8   (mgal)                       NAVD 88
 CS0265
 CS0265  VERT ORDER  -  SECOND    CLASS 0
 CS0265
 CS0265.The horizontal coordinates were scaled from a topographic map and have
 CS0265.an estimated accuracy of +/- 6 seconds.
 CS0265
 CS0265.The orthometric height was determined by differential leveling
 CS0265.and adjusted by the National Geodetic Survey in June 1991..
 CS0265
 CS0265.The geoid height was determined by GEOID03.
 CS0265
 CS0265.The dynamic height is computed by dividing the NAVD 88
 CS0265.geopotential number by the normal gravity value computed on the
 CS0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0265.degrees latitude (g = 980.6199 gals.).
 CS0265
 CS0265.The modeled gravity was interpolated from observed gravity values.
 CS0265
 CS0265;                    North         East    Units  Estimated Accuracy
 CS0265;SPC TXNC     - 2,106,240.      825,850.      MT  (+/- 180 meters Scaled)
 CS0265
 CS0265                          SUPERSEDED SURVEY CONTROL
 CS0265
 CS0265  NGVD 29 (??/??/92)  123.040  (m)          403.67   (f) ADJ UNCH    2 0
 CS0265
 CS0265.Superseded values are not recommended for survey control.
 CS0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0265.See file dsdata.txt to determine how the superseded data were derived.
 CS0265
 CS0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB727108(NAD 83)
 CS0265_MARKER: DB = BENCH MARK DISK
 CS0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0265_STAMPING: F 479 1948
 CS0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0265+STABILITY: SURFACE MOTION
 CS0265
 CS0265  HISTORY     - Date     Condition        Report By
 CS0265  HISTORY     - 1948     MONUMENTED       CGS
 CS0265
 CS0265                          STATION DESCRIPTION
 CS0265
 CS0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0265'3.8 MI SE FROM HIRAM.
 CS0265'0.9 MILE EAST ALONG A GRADED DIRT ROAD FROM THE LOCUST GROVE CHURCH AT
 CS0265'HIRAM, THENCE 2.9 MILES SOUTH ALONG A GRADED DIRT ROAD, 62.0 FEET
 CS0265'NORTHEAST OF THE NORTHEAST CORNER OF A 60-FOOT BRIDGE, 33.0 FEET EAST
 CS0265'OF THE CENTER LINE OF THE ROAD, 16.0 FEET NORTH OF THE CENTER LINE OF
 CS0265'A TRAIL LEADING EAST, 4.3 FEET WEST OF A 14-INCH ELM TREE, 2.2 FEET
 CS0265'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CS0265'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0274 ***********************************************************************
 CS0274  DESIGNATION -  F 480
 CS0274  PID         -  CS0274
 CS0274  STATE/COUNTY-  TX/KAUFMAN
 CS0274  USGS QUAD   -  OLA (1981)
 CS0274
 CS0274                         *CURRENT SURVEY CONTROL
 CS0274  ___________________________________________________________________
 CS0274* NAD 83(1986)-  32 31 26.     (N)    096 08 29.     (W)     SCALED    
 CS0274* NAVD 88     -       123.436  (meters)     404.97   (feet)  ADJUSTED  
 CS0274  ___________________________________________________________________
 CS0274  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0274  DYNAMIC HT  -         123.297 (meters)     404.52  (feet)  COMP
 CS0274  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 CS0274
 CS0274  VERT ORDER  -  SECOND    CLASS 0
 CS0274
 CS0274.The horizontal coordinates were scaled from a topographic map and have
 CS0274.an estimated accuracy of +/- 6 seconds.
 CS0274
 CS0274.The orthometric height was determined by differential leveling
 CS0274.and adjusted by the National Geodetic Survey in June 1991..
 CS0274
 CS0274.The geoid height was determined by GEOID03.
 CS0274
 CS0274.The dynamic height is computed by dividing the NAVD 88
 CS0274.geopotential number by the normal gravity value computed on the
 CS0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0274.degrees latitude (g = 980.6199 gals.).
 CS0274
 CS0274.The modeled gravity was interpolated from observed gravity values.
 CS0274
 CS0274;                    North         East    Units  Estimated Accuracy
 CS0274;SPC TXNC     - 2,097,550.      821,560.      MT  (+/- 180 meters Scaled)
 CS0274
 CS0274                          SUPERSEDED SURVEY CONTROL
 CS0274
 CS0274  NGVD 29 (??/??/92)  123.448  (m)          405.01   (f) ADJ UNCH    2 0
 CS0274
 CS0274.Superseded values are not recommended for survey control.
 CS0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0274.See file dsdata.txt to determine how the superseded data were derived.
 CS0274
 CS0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB685021(NAD 83)
 CS0274_MARKER: DB = BENCH MARK DISK
 CS0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0274_STAMPING: F 480 1948
 CS0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0274+STABILITY: SURFACE MOTION
 CS0274
 CS0274  HISTORY     - Date     Condition        Report By
 CS0274  HISTORY     - 1948     MONUMENTED       CGS
 CS0274
 CS0274                          STATION DESCRIPTION
 CS0274
 CS0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0274'5.9 MI SW FROM CEDARVALE.
 CS0274'0.3 MILE WEST ALONG A GRADED DIRT ROAD (PROPOSED ROUTE OF STATE
 CS0274'HIGHWAY 243) FROM THE CEDARVALE COTTON GIN AT CEDARVALE, THENCE 2.1
 CS0274'MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.5 MILES WEST ALONG A
 CS0274'GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, 0.35
 CS0274'MILE NORTH OF A ROAD INTERSECTION, 58.7 FEET NORTH OF THE NORTHWEST
 CS0274'CORNER OF A FARMHOUSE, 37.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CS0274'2.0 FEET SOUTH OF A FENCE, 1.9 FEET WEST OF A REFERENCE POST, AND SET
 CS0274'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1014 ***********************************************************************
 AY1014  DESIGNATION -  F 481
 AY1014  PID         -  AY1014
 AY1014  STATE/COUNTY-  TX/BANDERA
 AY1014  USGS QUAD   -  PIPE CREEK (1982)
 AY1014
 AY1014                         *CURRENT SURVEY CONTROL
 AY1014  ___________________________________________________________________
 AY1014* NAD 83(1986)-  29 42 15.     (N)    098 52 36.     (W)     SCALED    
 AY1014* NAVD 88     -       399.065  (meters)    1309.27   (feet)  ADJUSTED  
 AY1014  ___________________________________________________________________
 AY1014  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AY1014  DYNAMIC HT  -         398.483 (meters)    1307.36  (feet)  COMP
 AY1014  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AY1014
 AY1014  VERT ORDER  -  SECOND    CLASS 0
 AY1014
 AY1014.The horizontal coordinates were scaled from a topographic map and have
 AY1014.an estimated accuracy of +/- 6 seconds.
 AY1014
 AY1014.The orthometric height was determined by differential leveling
 AY1014.and adjusted by the National Geodetic Survey in June 1991..
 AY1014
 AY1014.The geoid height was determined by GEOID03.
 AY1014
 AY1014.The dynamic height is computed by dividing the NAVD 88
 AY1014.geopotential number by the normal gravity value computed on the
 AY1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1014.degrees latitude (g = 980.6199 gals.).
 AY1014
 AY1014.The modeled gravity was interpolated from observed gravity values.
 AY1014
 AY1014;                    North         East    Units  Estimated Accuracy
 AY1014;SPC TXSC     - 4,207,350.      611,930.      MT  (+/- 180 meters Scaled)
 AY1014
 AY1014                          SUPERSEDED SURVEY CONTROL
 AY1014
 AY1014  NGVD 29 (??/??/92)  398.962  (m)         1308.93   (f) ADJ UNCH    2 0
 AY1014
 AY1014.Superseded values are not recommended for survey control.
 AY1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1014.See file dsdata.txt to determine how the superseded data were derived.
 AY1014
 AY1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT119860(NAD 83)
 AY1014_MARKER: DB = BENCH MARK DISK
 AY1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1014_STAMPING: F 481 1935
 AY1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1014+STABILITY: SURFACE MOTION
 AY1014
 AY1014  HISTORY     - Date     Condition        Report By
 AY1014  HISTORY     - 1935     MONUMENTED       CGS
 AY1014  HISTORY     - 1953     GOOD             NGS
 AY1014  HISTORY     - 1970     MARK NOT FOUND   USGS
 AY1014  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1014
 AY1014                          STATION DESCRIPTION
 AY1014
 AY1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1014'4.0 MI SE FROM PIPE CREEK.
 AY1014'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1014'PIPE CREEK, 427 FEET SOUTH ALONG A ROCKY TRACK ROAD FROM ITS JUNCTION
 AY1014'WITH THE HIGHWAY, 0.1 MILE WEST OF A CONCRETE BRIDGE UNDER THE
 AY1014'HIGHWAY, ACROSS THE TRACK ROAD FROM A WHITE WOODEN GATE, 30 FEET EAST
 AY1014'OF THE CENTER LINE OF THE TRACK ROAD, 1.3 FEET WEST OF A FENCE, 0.8
 AY1014'FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1014'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1014
 AY1014                          STATION RECOVERY (1970)
 AY1014
 AY1014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AY1014'MARK NOT FOUND.
 AY1014
 AY1014                          STATION RECOVERY (1993)
 AY1014
 AY1014'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0031 ***********************************************************************
 AZ0031  DESIGNATION -  F 482
 AZ0031  PID         -  AZ0031
 AZ0031  STATE/COUNTY-  TX/EDWARDS
 AZ0031  USGS QUAD   -  VANCE (1973)
 AZ0031
 AZ0031                         *CURRENT SURVEY CONTROL
 AZ0031  ___________________________________________________________________
 AZ0031* NAD 83(1986)-  29 47 57.     (N)    100 05 05.     (W)     SCALED    
 AZ0031* NAVD 88     -       507.221  (meters)    1664.11   (feet)  ADJUSTED  
 AZ0031  ___________________________________________________________________
 AZ0031  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 AZ0031  DYNAMIC HT  -         506.468 (meters)    1661.64  (feet)  COMP
 AZ0031  MODELED GRAV-     979,141.9   (mgal)                       NAVD 88
 AZ0031
 AZ0031  VERT ORDER  -  SECOND    CLASS 0
 AZ0031
 AZ0031.The horizontal coordinates were scaled from a topographic map and have
 AZ0031.an estimated accuracy of +/- 6 seconds.
 AZ0031
 AZ0031.The orthometric height was determined by differential leveling
 AZ0031.and adjusted by the National Geodetic Survey in June 1991..
 AZ0031
 AZ0031.The geoid height was determined by GEOID03.
 AZ0031
 AZ0031.The dynamic height is computed by dividing the NAVD 88
 AZ0031.geopotential number by the normal gravity value computed on the
 AZ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0031.degrees latitude (g = 980.6199 gals.).
 AZ0031
 AZ0031.The modeled gravity was interpolated from observed gravity values.
 AZ0031
 AZ0031;                    North         East    Units  Estimated Accuracy
 AZ0031;SPC TXSC     - 4,218,360.      495,140.      MT  (+/- 180 meters Scaled)
 AZ0031
 AZ0031                          SUPERSEDED SURVEY CONTROL
 AZ0031
 AZ0031  NGVD 29 (??/??/92)  507.151  (m)         1663.88   (f) ADJ UNCH    2 0
 AZ0031
 AZ0031.Superseded values are not recommended for survey control.
 AZ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0031.See file dsdata.txt to determine how the superseded data were derived.
 AZ0031
 AZ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT951970(NAD 83)
 AZ0031_MARKER: DB = BENCH MARK DISK
 AZ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0031_STAMPING: F 482 1925
 AZ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0031+STABILITY: SURFACE MOTION
 AZ0031
 AZ0031  HISTORY     - Date     Condition        Report By
 AZ0031  HISTORY     - 1935     MONUMENTED       CGS
 AZ0031  HISTORY     - 1973     GOOD             USGS
 AZ0031
 AZ0031                          STATION DESCRIPTION
 AZ0031
 AZ0031'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0031'6.0 MI NW FROM BARKSDALE.
 AZ0031'BARKSDALE, 6.0 MILES NORTHWEST OF JUNCTION OF STATE HIGHWAY 55 AND
 AZ0031'RANCH ROAD 335 NORTH OF BARKSDALE, 3.1 MILES NORTHWEST OF ALONG
 AZ0031'HIGHWAY 55 TO ROAD JUNCTION NORTHWEST, 3.05 MILES NORTHWEST ALONG
 AZ0031'GRADED ROAD (OLD HIGHWAY) TO CURVE.  126 FEET EAST ALONG TREE LINE AND
 AZ0031'20 FEET SOUTH ALONG FENCE AND 30 FEET NORTH OF A FENCE CORNER.  A
 AZ0031'STANDARD DISK, STAMPED F 482 1935 AND SET IN THE TOP OF A CONCRETE
 AZ0031'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0358 ***********************************************************************
 CS0358  DESIGNATION -  F 483
 CS0358  PID         -  CS0358
 CS0358  STATE/COUNTY-  TX/VAN ZANDT
 CS0358  USGS QUAD   -  PRAIRIEVILLE (1981)
 CS0358
 CS0358                         *CURRENT SURVEY CONTROL
 CS0358  ___________________________________________________________________
 CS0358* NAD 83(1986)-  32 25 18.     (N)    096 00 15.     (W)     SCALED    
 CS0358* NAVD 88     -       137.615  (meters)     451.49   (feet)  ADJUSTED  
 CS0358  ___________________________________________________________________
 CS0358  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0358  DYNAMIC HT  -         137.457 (meters)     450.97  (feet)  COMP
 CS0358  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 CS0358
 CS0358  VERT ORDER  -  SECOND    CLASS 0
 CS0358
 CS0358.The horizontal coordinates were scaled from a topographic map and have
 CS0358.an estimated accuracy of +/- 6 seconds.
 CS0358
 CS0358.The orthometric height was determined by differential leveling
 CS0358.and adjusted by the National Geodetic Survey in June 1991..
 CS0358
 CS0358.The geoid height was determined by GEOID03.
 CS0358
 CS0358.The dynamic height is computed by dividing the NAVD 88
 CS0358.geopotential number by the normal gravity value computed on the
 CS0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0358.degrees latitude (g = 980.6199 gals.).
 CS0358
 CS0358.The modeled gravity was interpolated from observed gravity values.
 CS0358
 CS0358;                    North         East    Units  Estimated Accuracy
 CS0358;SPC TXNC     - 2,086,510.      834,720.      MT  (+/- 180 meters Scaled)
 CS0358
 CS0358                          SUPERSEDED SURVEY CONTROL
 CS0358
 CS0358  NGVD 29 (??/??/92)  137.624  (m)          451.52   (f) ADJ UNCH    2 0
 CS0358
 CS0358.Superseded values are not recommended for survey control.
 CS0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0358.See file dsdata.txt to determine how the superseded data were derived.
 CS0358
 CS0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA817911(NAD 83)
 CS0358_MARKER: DB = BENCH MARK DISK
 CS0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0358_STAMPING: F 483 1948
 CS0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0358+STABILITY: SURFACE MOTION
 CS0358
 CS0358  HISTORY     - Date     Condition        Report By
 CS0358  HISTORY     - 1948     MONUMENTED       CGS
 CS0358  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CS0358
 CS0358                          STATION DESCRIPTION
 CS0358
 CS0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0358'7.15 MI NE FROM MABANK.
 CS0358'7.15 MILES NORTHEAST ALONG STATE HIGHWAY 198 FROM THE TEXAS AND NEW
 CS0358'ORLEANS RAILWAY STATION AT MABANK, AT A ROAD JUNCTION, 204.5 FEET
 CS0358'NORTH OF THE CENTER LINE OF THE HIGHWAY, 90.6 FEET NORTH OF THE
 CS0358'SOUTHEAST CORNER OF THE H. A. MCCAFEE FARMHOUSE, 69.2 FEET NORTHEAST
 CS0358'OF A WELL PUMP, 46.0 FEET WEST OF THE CENTER LINE OF A DIRT ROAD
 CS0358'LEADING NORTH, 1.0 FOOT SOUTH OF A PICKET FENCE, AND SET IN THE TOP OF
 CS0358'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CS0358
 CS0358                          STATION RECOVERY (1995)
 CS0358
 CS0358'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0320 ***********************************************************************
 BY0320  DESIGNATION -  F 484
 BY0320  PID         -  BY0320
 BY0320  STATE/COUNTY-  TX/NACOGDOCHES
 BY0320  USGS QUAD   -  ETOILE NORTH (1984)
 BY0320
 BY0320                         *CURRENT SURVEY CONTROL
 BY0320  ___________________________________________________________________
 BY0320* NAD 83(1986)-  31 27 54.     (N)    094 27 34.     (W)     SCALED    
 BY0320* NAVD 88     -        61.88   (+/-2cm)     203.0    (feet)  VERTCON   
 BY0320  ___________________________________________________________________
 BY0320  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BY0320
 BY0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0320
 BY0320.The horizontal coordinates were scaled from a topographic map and have
 BY0320.an estimated accuracy of +/- 6 seconds.
 BY0320
 BY0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0320.The vertical order pertains to the NGVD 29 superseded value.
 BY0320
 BY0320.The geoid height was determined by GEOID03.
 BY0320
 BY0320;                    North         East    Units  Estimated Accuracy
 BY0320;SPC TX C     - 3,214,090.    1,257,930.      MT  (+/- 180 meters Scaled)
 BY0320
 BY0320                          SUPERSEDED SURVEY CONTROL
 BY0320
 BY0320  NGVD 29 (??/??/92)   61.927  (m)          203.17   (f) ADJ UNCH    2 0
 BY0320
 BY0320.Superseded values are not recommended for survey control.
 BY0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0320.See file dsdata.txt to determine how the superseded data were derived.
 BY0320
 BY0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ613820(NAD 83)
 BY0320_MARKER: DB = BENCH MARK DISK
 BY0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0320_STAMPING: F 484 1948
 BY0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0320+STABILITY: SURFACE MOTION
 BY0320
 BY0320  HISTORY     - Date     Condition        Report By
 BY0320  HISTORY     - 1948     MONUMENTED       CGS
 BY0320  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0320
 BY0320                          STATION DESCRIPTION
 BY0320
 BY0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0320'9.2 MI W FROM CHIRENO.
 BY0320'6.4 MILES SOUTHWEST ALONG THE CHIRENO-ETOILE ROAD FROM THE METHODIST
 BY0320'CHURCH AT CHIRENO, THENCE 1.4 MILES NORTHWEST ALONG A GRADED DIRT
 BY0320'ROAD, THENCE 1.4 MILES WEST ALONG A DIRT ROAD, 50 YARDS (PACED)
 BY0320'SOUTHEAST OF A SAWMILL SITE WHICH IS ON THE SOUTHWEST SIDE OF THE
 BY0320'ROAD, 201.0 FEET NORTHWEST OF THE NORTH CORNER OF A 45-FOOT WOODEN
 BY0320'BRIDGE OVER A CREEK, 21 YARDS (PACED) SOUTHWEST OF THE CENTER LINE OF
 BY0320'A CREEK, 30.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 BY0320'NORTHWEST OF A REFERENCE POST AND SET IN THE TOP OF A CONCRETE POST
 BY0320'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY0320
 BY0320                          STATION RECOVERY (1998)
 BY0320
 BY0320'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0228 ***********************************************************************
 BY0228  DESIGNATION -  F 485
 BY0228  PID         -  BY0228
 BY0228  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0228  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0228
 BY0228                         *CURRENT SURVEY CONTROL
 BY0228  ___________________________________________________________________
 BY0228* NAD 83(1986)-  31 34 23.     (N)    094 13 39.     (W)     SCALED    
 BY0228* NAVD 88     -        93.41   (+/-2cm)     306.5    (feet)  VERTCON   
 BY0228  ___________________________________________________________________
 BY0228  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY0228
 BY0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0228
 BY0228.The horizontal coordinates were scaled from a topographic map and have
 BY0228.an estimated accuracy of +/- 6 seconds.
 BY0228
 BY0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0228.The vertical order pertains to the NGVD 29 superseded value.
 BY0228
 BY0228.The geoid height was determined by GEOID03.
 BY0228
 BY0228;                    North         East    Units  Estimated Accuracy
 BY0228;SPC TX C     - 3,227,240.    1,279,290.      MT  (+/- 180 meters Scaled)
 BY0228
 BY0228                          SUPERSEDED SURVEY CONTROL
 BY0228
 BY0228  NGVD 29 (??/??/92)   93.437  (m)          306.55   (f) ADJ UNCH    2 0
 BY0228
 BY0228.Superseded values are not recommended for survey control.
 BY0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0228.See file dsdata.txt to determine how the superseded data were derived.
 BY0228
 BY0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ835937(NAD 83)
 BY0228_MARKER: DB = BENCH MARK DISK
 BY0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0228_STAMPING: F 485 1949
 BY0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0228+STABILITY: SURFACE MOTION
 BY0228
 BY0228  HISTORY     - Date     Condition        Report By
 BY0228  HISTORY     - 1949     MONUMENTED       CGS
 BY0228  HISTORY     - 1958     GOOD             USGS
 BY0228
 BY0228                          STATION DESCRIPTION
 BY0228
 BY0228'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY0228'6.6 MI SE FROM CAMP WORTH.
 BY0228'SAN AUGUSTINE COUNTY COURT HOUSE, 0.9 MILES WEST TO TRAFFIC CIRCLE,
 BY0228'THEN WEST ALONG U.S. 96 0.4 MILES TO FARM ROAD 711, THEN NORTHWEST
 BY0228'ALONG 711 2.15 MILES TO ROAD FORK, THEN WEST ALONG GRADED DIRT ROAD
 BY0228'4.75 MILES TO JET, THEN NORTHWEST ALONG GRADED DIRT ROAD 1.5 MILES TO
 BY0228'TOP OF A HILL, 29.0 FEET SOUTHWEST OF THE ROAD, 1.6 FEET NORTHEAST OF
 BY0228'A FENCE, 3 FEET EAST OF POWER POLE, A STANDARD TABLET SET IN THE TOP
 BY0228'OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND, STAMPED F-
 BY0228'485 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0654 ***********************************************************************
 BY0654  DESIGNATION -  F 486
 BY0654  PID         -  BY0654
 BY0654  STATE/COUNTY-  TX/SHELBY
 BY0654  USGS QUAD   -  ARCADIA (1984)
 BY0654
 BY0654                         *CURRENT SURVEY CONTROL
 BY0654  ___________________________________________________________________
 BY0654* NAD 83(1986)-  31 47 02.     (N)    094 21 11.     (W)     SCALED    
 BY0654* NAVD 88     -       124.46   (+/-2cm)     408.3    (feet)  VERTCON   
 BY0654  ___________________________________________________________________
 BY0654  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BY0654
 BY0654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0654
 BY0654.The horizontal coordinates were scaled from a topographic map and have
 BY0654.an estimated accuracy of +/- 6 seconds.
 BY0654
 BY0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0654.The vertical order pertains to the NGVD 29 superseded value.
 BY0654
 BY0654.The geoid height was determined by GEOID03.
 BY0654
 BY0654;                    North         East    Units  Estimated Accuracy
 BY0654;SPC TX C     - 3,249,940.    1,266,130.      MT  (+/- 180 meters Scaled)
 BY0654
 BY0654                          SUPERSEDED SURVEY CONTROL
 BY0654
 BY0654  NGVD 29 (??/??/92)  124.469  (m)          408.36   (f) ADJ UNCH    2 0
 BY0654
 BY0654.Superseded values are not recommended for survey control.
 BY0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0654.See file dsdata.txt to determine how the superseded data were derived.
 BY0654
 BY0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR718172(NAD 83)
 BY0654_MARKER: DB = BENCH MARK DISK
 BY0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0654_STAMPING: F 486 1949
 BY0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0654+STABILITY: SURFACE MOTION
 BY0654
 BY0654  HISTORY     - Date     Condition        Report By
 BY0654  HISTORY     - 1949     MONUMENTED       CGS
 BY0654
 BY0654                          STATION DESCRIPTION
 BY0654
 BY0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0654'2.7 MI W FROM ARCADA.
 BY0654'1.7 MILES NORTH ALONG THE ARCADA-HUBERT ROAD FROM THE MISSIONARY
 BY0654'BAPTIST CHURCH AT ARCADA, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 BY0654'ROAD, 0.25 MILE WEST OF A JUNCTION WITH A ROAD LEADING SOUTH, 47.0
 BY0654'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 29.0 FEET SOUTH OF THE
 BY0654'CENTER LINE OF A DIM TRAIL LEADING EAST, 1.9 FEET NORTHEAST OF A
 BY0654'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY0654'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1117 ***********************************************************************
 BY1117  DESIGNATION -  F 487
 BY1117  PID         -  BY1117
 BY1117  STATE/COUNTY-  TX/NACOGDOCHES
 BY1117  USGS QUAD   -  APPLEBY (1983)
 BY1117
 BY1117                         *CURRENT SURVEY CONTROL
 BY1117  ___________________________________________________________________
 BY1117* NAD 83(1986)-  31 44 38.     (N)    094 35 32.     (W)     SCALED    
 BY1117* NAVD 88     -       117.909  (meters)     386.84   (feet)  ADJUSTED  
 BY1117  ___________________________________________________________________
 BY1117  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BY1117  DYNAMIC HT  -         117.764 (meters)     386.36  (feet)  COMP
 BY1117  MODELED GRAV-     979,408.5   (mgal)                       NAVD 88
 BY1117
 BY1117  VERT ORDER  -  FIRST     CLASS II
 BY1117
 BY1117.The horizontal coordinates were scaled from a topographic map and have
 BY1117.an estimated accuracy of +/- 6 seconds.
 BY1117
 BY1117.The orthometric height was determined by differential leveling
 BY1117.and adjusted by the National Geodetic Survey in June 1991..
 BY1117
 BY1117.The geoid height was determined by GEOID03.
 BY1117
 BY1117.The dynamic height is computed by dividing the NAVD 88
 BY1117.geopotential number by the normal gravity value computed on the
 BY1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1117.degrees latitude (g = 980.6199 gals.).
 BY1117
 BY1117.The modeled gravity was interpolated from observed gravity values.
 BY1117
 BY1117;                    North         East    Units  Estimated Accuracy
 BY1117;SPC TX C     - 3,244,310.    1,243,740.      MT  (+/- 180 meters Scaled)
 BY1117
 BY1117                          SUPERSEDED SURVEY CONTROL
 BY1117
 BY1117  NGVD 29 (??/??/92)  117.912  (m)          386.85   (f) ADJ UNCH    1 2
 BY1117
 BY1117.Superseded values are not recommended for survey control.
 BY1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1117.See file dsdata.txt to determine how the superseded data were derived.
 BY1117
 BY1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR491131(NAD 83)
 BY1117_MARKER: DB = BENCH MARK DISK
 BY1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1117_STAMPING: F 487 1949
 BY1117_PROJECTION: FLUSH
 BY1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1117+STABILITY: SURFACE MOTION
 BY1117
 BY1117  HISTORY     - Date     Condition        Report By
 BY1117  HISTORY     - 1949     MONUMENTED       CGS
 BY1117  HISTORY     - 1977     GOOD             USGS
 BY1117  HISTORY     - 1979     GOOD             NGS
 BY1117  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 BY1117  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1117
 BY1117                          STATION DESCRIPTION
 BY1117
 BY1117'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY1117'2.6 MI NE FROM APPLEBY.
 BY1117'1.7 MILES NE. ALONG U.S. HWY. 59 FROM THE INTERSECTION OF U.S. HWY. 59
 BY1117'AND FARM RD. 941 AT APPLEBY, 0.9 MILE S W OF BENCH MARK E-487, 73.0
 BY1117'FT. S E OF THE CENTER LINE OF HWY, 69.0 FT. WEST OF CORNER OF A RED
 BY1117'BRICK HOME OF MRS. RUDD, A STANDARD DISK SET IN TOP OF CONCRETE POST
 BY1117'0.1 FT. BELOW GROUND.
 BY1117
 BY1117                          STATION RECOVERY (1979)
 BY1117
 BY1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1117'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY1117'ROAD 941 IN APPLEBY, 73.0 FT. SOUTHEAST OF THE CENTERLINE OF THE
 BY1117'HIGHWAY, 68.3 FT. WEST OF THE WEST CORNER OF THE RED BRICK HOME OF
 BY1117'E.P. RUDD, 46.0 FT. EAST OF A GAS METER, 15.0 FT. SOUTHWEST OF A 3-FT.
 BY1117'PINE TREE.
 BY1117'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BY1117
 BY1117                          STATION RECOVERY (1992)
 BY1117
 BY1117'RECOVERY NOTE BY US POWER SQUADRON 1992
 BY1117'MARK NOT FOUND.
 BY1117
 BY1117                          STATION RECOVERY (1998)
 BY1117
 BY1117'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0866 ***********************************************************************
 BY0866  DESIGNATION -  F 488
 BY0866  PID         -  BY0866
 BY0866  STATE/COUNTY-  TX/ANGELINA
 BY0866  USGS QUAD   -  BALD HILL (1980)
 BY0866
 BY0866                         *CURRENT SURVEY CONTROL
 BY0866  ___________________________________________________________________
 BY0866* NAD 83(1986)-  31 10 38.     (N)    094 39 57.     (W)     SCALED    
 BY0866* NAVD 88     -        68.57   (+/-2cm)     225.0    (feet)  VERTCON   
 BY0866  ___________________________________________________________________
 BY0866  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BY0866
 BY0866  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0866
 BY0866.The horizontal coordinates were scaled from a topographic map and have
 BY0866.an estimated accuracy of +/- 6 seconds.
 BY0866
 BY0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0866.The vertical order pertains to the NGVD 29 superseded value.
 BY0866
 BY0866.The geoid height was determined by GEOID03.
 BY0866
 BY0866;                    North         East    Units  Estimated Accuracy
 BY0866;SPC TX C     - 3,181,210.    1,239,970.      MT  (+/- 180 meters Scaled)
 BY0866
 BY0866                          SUPERSEDED SURVEY CONTROL
 BY0866
 BY0866  NGVD 29 (??/??/92)   68.602  (m)          225.07   (f) ADJ UNCH    2 0
 BY0866
 BY0866.Superseded values are not recommended for survey control.
 BY0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0866.See file dsdata.txt to determine how the superseded data were derived.
 BY0866
 BY0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ412504(NAD 83)
 BY0866_MARKER: DB = BENCH MARK DISK
 BY0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0866_STAMPING: F 488 1949
 BY0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0866+STABILITY: SURFACE MOTION
 BY0866
 BY0866  HISTORY     - Date     Condition        Report By
 BY0866  HISTORY     - 1949     MONUMENTED       CGS
 BY0866
 BY0866                          STATION DESCRIPTION
 BY0866
 BY0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0866'11.10 MI SE FROM BURKE.
 BY0866'4.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0866'ORLEANS RAILROAD STATION AT BURKE, THENCE 6.55 MILES SOUTHEAST ALONG
 BY0866'FARM ROAD 58, AT THE E. F. CAIN FARM HOME, 57.0 FEET NORTHEAST OF THE
 BY0866'NORTHEAST CORNER OF THE FARM HOME, 45.0 FEET SOUTHWEST OF THE CENTER
 BY0866'LINE OF FARM ROAD 58, 22.0 FEET SOUTH OF A 14-INCH OAK TREE, 5.0 FEET
 BY0866'EAST OF A FENCE, 2.0 FEET NORTHEAST OF A REFERENCE POST, AND SET IN
 BY0866'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0901 ***********************************************************************
 BY0901  DESIGNATION -  F 489
 BY0901  PID         -  BY0901
 BY0901  STATE/COUNTY-  TX/ANGELINA
 BY0901  USGS QUAD   -  DIBOLL (1980)
 BY0901
 BY0901                         *CURRENT SURVEY CONTROL
 BY0901  ___________________________________________________________________
 BY0901* NAD 83(1986)-  31 09 12.     (N)    094 45 55.     (W)     SCALED    
 BY0901* NAVD 88     -        69.61   (+/-2cm)     228.4    (feet)  VERTCON   
 BY0901  ___________________________________________________________________
 BY0901  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BY0901
 BY0901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0901
 BY0901.The horizontal coordinates were scaled from a topographic map and have
 BY0901.an estimated accuracy of +/- 6 seconds.
 BY0901
 BY0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0901.The vertical order pertains to the NGVD 29 superseded value.
 BY0901
 BY0901.The geoid height was determined by GEOID03.
 BY0901
 BY0901;                    North         East    Units  Estimated Accuracy
 BY0901;SPC TX C     - 3,178,090.    1,230,640.      MT  (+/- 180 meters Scaled)
 BY0901
 BY0901                          SUPERSEDED SURVEY CONTROL
 BY0901
 BY0901  NGVD 29 (??/??/92)   69.646  (m)          228.50   (f) ADJ UNCH    2 0
 BY0901
 BY0901.Superseded values are not recommended for survey control.
 BY0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0901.See file dsdata.txt to determine how the superseded data were derived.
 BY0901
 BY0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ317479(NAD 83)
 BY0901_MARKER: DB = BENCH MARK DISK
 BY0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0901_STAMPING: F 489 1949
 BY0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0901+STABILITY: SURFACE MOTION
 BY0901
 BY0901  HISTORY     - Date     Condition        Report By
 BY0901  HISTORY     - 1949     MONUMENTED       CGS
 BY0901  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0901
 BY0901                          STATION DESCRIPTION
 BY0901
 BY0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0901'4.55 MI E FROM DIBOLL.
 BY0901'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE TEXAS AND NEW ORLEANS
 BY0901'RAILROAD STATION AT DIBOLL, THENCE 2.0 MILES SOUTH ALONG NEW U.S.
 BY0901'HIGHWAY 59, THENCE 2.3 MILES EAST ALONG AN ABANDONED C.C.C. ROAD,
 BY0901'ABOUT 0.15 MILE NORTHWEST OF A WIRE GATE ACROSS THE ROAD, 30.0 FEET
 BY0901'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5.0 FEET SOUTHEAST OF A
 BY0901'12-INCH PINE TREE, 5.0 FEET NORTHWEST OF AN 18-INCH PINE TREE, 1.8
 BY0901'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0901'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BY0901
 BY0901                          STATION RECOVERY (1998)
 BY0901
 BY0901'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0498 ***********************************************************************
 BY0498  DESIGNATION -  F 491
 BY0498  PID         -  BY0498
 BY0498  STATE/COUNTY-  TX/ANGELINA
 BY0498  USGS QUAD   -  ZAVALLA (1984)
 BY0498
 BY0498                         *CURRENT SURVEY CONTROL
 BY0498  ___________________________________________________________________
 BY0498* NAD 83(1986)-  31 13 41.     (N)    094 24 52.     (W)     SCALED    
 BY0498* NAVD 88     -        77.75   (+/-2cm)     255.1    (feet)  VERTCON   
 BY0498  ___________________________________________________________________
 BY0498  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BY0498
 BY0498  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0498
 BY0498.The horizontal coordinates were scaled from a topographic map and have
 BY0498.an estimated accuracy of +/- 6 seconds.
 BY0498
 BY0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0498.The vertical order pertains to the NGVD 29 superseded value.
 BY0498
 BY0498.The geoid height was determined by GEOID03.
 BY0498
 BY0498;                    North         East    Units  Estimated Accuracy
 BY0498;SPC TX C     - 3,188,090.    1,263,600.      MT  (+/- 180 meters Scaled)
 BY0498
 BY0498                          SUPERSEDED SURVEY CONTROL
 BY0498
 BY0498  NGVD 29 (??/??/92)   77.776  (m)          255.17   (f) ADJ UNCH    2 0
 BY0498
 BY0498.Superseded values are not recommended for survey control.
 BY0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0498.See file dsdata.txt to determine how the superseded data were derived.
 BY0498
 BY0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ652557(NAD 83)
 BY0498_MARKER: DB = BENCH MARK DISK
 BY0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0498_STAMPING: F 491 1949
 BY0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0498+STABILITY: SURFACE MOTION
 BY0498
 BY0498  HISTORY     - Date     Condition        Report By
 BY0498  HISTORY     - 1949     MONUMENTED       CGS
 BY0498  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0498
 BY0498                          STATION DESCRIPTION
 BY0498
 BY0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0498'5.8 MI N FROM ZAVALLA.
 BY0498'0.4 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0498'RAILROAD STATION AT ZAVALLA, THENCE 2.25 MILES NORTH ALONG A GRADED
 BY0498'DIRT ROAD, THENCE 3.15 MILES NORTH ALONG ANGELINA NATIONAL FOREST ROAD
 BY0498'300, AT THE JUNCTION OF A DIRT ROAD LEADING EAST, 67.0 FEET SOUTH OF
 BY0498'THE CENTER LINE OF THE DIRT ROAD LEADING EAST, 34.0 FEET NORTHEAST OF
 BY0498'THE CENTER LINE OF ANGELINA NATIONAL FOREST ROAD 300, 13.0 FEET
 BY0498'NORTHEAST OF A 12-INCH PINE TREE BEARING A FOREST SERVICE TELEPHONE
 BY0498'BOX, 1.3 FEET NORTHEAST OF A  REFERENCE POST, AND SET IN THE TOP OF A
 BY0498'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BY0498
 BY0498                          STATION RECOVERY (1979)
 BY0498
 BY0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0598 ***********************************************************************
 BY0598  DESIGNATION -  F 492
 BY0598  PID         -  BY0598
 BY0598  STATE/COUNTY-  TX/ANGELINA
 BY0598  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0598
 BY0598                         *CURRENT SURVEY CONTROL
 BY0598  ___________________________________________________________________
 BY0598* NAD 83(1986)-  31 05 28.     (N)    094 16 36.     (W)     SCALED    
 BY0598* NAVD 88     -        69.59   (+/-2cm)     228.3    (feet)  VERTCON   
 BY0598  ___________________________________________________________________
 BY0598  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BY0598
 BY0598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0598
 BY0598.The horizontal coordinates were scaled from a topographic map and have
 BY0598.an estimated accuracy of +/- 6 seconds.
 BY0598
 BY0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0598.The vertical order pertains to the NGVD 29 superseded value.
 BY0598
 BY0598.The geoid height was determined by GEOID03.
 BY0598
 BY0598;                    North         East    Units  Estimated Accuracy
 BY0598;SPC TX C     - 3,173,630.    1,277,530.      MT  (+/- 180 meters Scaled)
 BY0598
 BY0598                          SUPERSEDED SURVEY CONTROL
 BY0598
 BY0598  NGVD 29 (??/??/92)   69.600  (m)          228.35   (f) ADJ UNCH    2 0
 BY0598
 BY0598.Superseded values are not recommended for survey control.
 BY0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0598.See file dsdata.txt to determine how the superseded data were derived.
 BY0598
 BY0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ782404(NAD 83)
 BY0598_MARKER: DB = BENCH MARK DISK
 BY0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0598_STAMPING: F 492 1949
 BY0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0598+STABILITY: SURFACE MOTION
 BY0598
 BY0598  HISTORY     - Date     Condition        Report By
 BY0598  HISTORY     - 1949     MONUMENTED       CGS
 BY0598
 BY0598                          STATION DESCRIPTION
 BY0598
 BY0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0598'21.30 MI E FROM ZAVALLA.
 BY0598'5.0 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF U.S.
 BY0598'HIGHWAY 69 AND STATE HIGHWAY 63 AT ZAVALLA, THENCE 1.3 MILES EAST
 BY0598'ALONG A GRADED DIRT ROAD, THENCE 0.65 MILE NORTHWEST ALONG A DIRT
 BY0598'ROAD, THENCE 8.35 MILES EAST ALONG THE ANGELINA NATIONAL FOREST ROAD
 BY0598'302, 36.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 15.0 FEET
 BY0598'NORTHEAST THE CENTER LINE OF A WOODS ROAD, 2.2 FEET SOUTH OF A
 BY0598'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 BY0598'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0583 ***********************************************************************
 BY0583  DESIGNATION -  F 493
 BY0583  PID         -  BY0583
 BY0583  STATE/COUNTY-  TX/JASPER
 BY0583  USGS QUAD   -  EBENEZER (1984)
 BY0583
 BY0583                         *CURRENT SURVEY CONTROL
 BY0583  ___________________________________________________________________
 BY0583* NAD 83(1986)-  31 01 37.     (N)    094 13 36.     (W)     SCALED    
 BY0583* NAVD 88     -        39.56   (+/-2cm)     129.8    (feet)  VERTCON   
 BY0583  ___________________________________________________________________
 BY0583  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BY0583
 BY0583  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0583
 BY0583.The horizontal coordinates were scaled from a topographic map and have
 BY0583.an estimated accuracy of +/- 6 seconds.
 BY0583
 BY0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0583.The vertical order pertains to the NGVD 29 superseded value.
 BY0583
 BY0583.The geoid height was determined by GEOID03.
 BY0583
 BY0583;                    North         East    Units  Estimated Accuracy
 BY0583;SPC TX C     - 3,166,790.    1,282,690.      MT  (+/- 180 meters Scaled)
 BY0583
 BY0583                          SUPERSEDED SURVEY CONTROL
 BY0583
 BY0583  NGVD 29 (??/??/92)   39.573  (m)          129.83   (f) ADJ UNCH    2 0
 BY0583
 BY0583.Superseded values are not recommended for survey control.
 BY0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0583.See file dsdata.txt to determine how the superseded data were derived.
 BY0583
 BY0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ829332(NAD 83)
 BY0583_MARKER: DB = BENCH MARK DISK
 BY0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0583_STAMPING: F 493 1949
 BY0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0583+STABILITY: SURFACE MOTION
 BY0583
 BY0583  HISTORY     - Date     Condition        Report By
 BY0583  HISTORY     - 1949     MONUMENTED       CGS
 BY0583  HISTORY     - 1979     GOOD             USGS
 BY0583
 BY0583                          STATION DESCRIPTION
 BY0583
 BY0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0583'17.5 MI W FROM JASPER.
 BY0583'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BY0583'THENCE 9.3 MILES NORTHWEST ALONG STATE HIGHWAY 63, THENCE 1.7 MILES
 BY0583'WEST ALONG A GRADED DIRT ROAD, 0.45 MILE NORTHEAST OF A WOODEN BRIDGE
 BY0583'OVER SHEARWOOD CREEK, 52.0 FEET NORTH OF THE CENTER LINE OF THE GRADED
 BY0583'DIRT ROAD, 1.6 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0583'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 BY0583
 BY0583                          STATION RECOVERY (1979)
 BY0583
 BY0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0583'1.5 MILES W ALONG HWY 190 AND 63 FROM JCT OF HWYS 190, 63 AND 96 AT
 BY0583'THE S EDGE OF JASPER, THENCE 12.8 MILES NW ALONG HWY 63, THENCE 1.9
 BY0583'MILES S ALONG HWY 255R, THENCE 1.45 MILES NW ALONG PAVED ROAD TO JCT,
 BY0583'THENCE 1.65 MILES W ALONG GRADED ROAD, 0.45 MILES NE OF A BRIDGE OF
 BY0583'SHEARWOOD CREEK, ABOUT 100 FT SW OF A HOUSE, 52 FT N OF CENTERLINE OF
 BY0583'THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT ABOVE
 BY0583'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0368 ***********************************************************************
 BY0368  DESIGNATION -  F 494
 BY0368  PID         -  BY0368
 BY0368  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0368  USGS QUAD   -  NORWOOD (1984)
 BY0368
 BY0368                         *CURRENT SURVEY CONTROL
 BY0368  ___________________________________________________________________
 BY0368* NAD 83(1986)-  31 25 05.     (N)    094 09 42.     (W)     SCALED    
 BY0368* NAVD 88     -        83.56   (+/-2cm)     274.1    (feet)  VERTCON   
 BY0368  ___________________________________________________________________
 BY0368  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BY0368
 BY0368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0368
 BY0368.The horizontal coordinates were scaled from a topographic map and have
 BY0368.an estimated accuracy of +/- 6 seconds.
 BY0368
 BY0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0368.The vertical order pertains to the NGVD 29 superseded value.
 BY0368
 BY0368.The geoid height was determined by GEOID03.
 BY0368
 BY0368;                    North         East    Units  Estimated Accuracy
 BY0368;SPC TX C     - 3,210,430.    1,286,480.      MT  (+/- 180 meters Scaled)
 BY0368
 BY0368                          SUPERSEDED SURVEY CONTROL
 BY0368
 BY0368  NGVD 29 (??/??/92)   83.587  (m)          274.24   (f) ADJ UNCH    2 0
 BY0368
 BY0368.Superseded values are not recommended for survey control.
 BY0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0368.See file dsdata.txt to determine how the superseded data were derived.
 BY0368
 BY0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ895765(NAD 83)
 BY0368_MARKER: DB = BENCH MARK DISK
 BY0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0368_STAMPING: F 494 1949
 BY0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0368+STABILITY: SURFACE MOTION
 BY0368
 BY0368  HISTORY     - Date     Condition        Report By
 BY0368  HISTORY     - 1949     MONUMENTED       CGS
 BY0368
 BY0368                          STATION DESCRIPTION
 BY0368
 BY0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0368'8.65 MI SW FROM SAN AUGUSTINE.
 BY0368'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0368'SAN AUGUSTINE, AT A JUNCTION WITH FARM ROAD 705, 55.0 FEET SOUTHEAST
 BY0368'OF THE CENTER LINE OF THE HIGHWAY, 54.0 FEET SOUTHWEST OF THE CENTER
 BY0368'LINE OF FARM ROAD 705, 17.0 FEET WEST OF AN 18 INCH OAK TREE WITH A
 BY0368'TRIANGULAR BLAZE ON ITS NORTHWEST SIDE, 1.4 FEET NORTHEAST OF A
 BY0368'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BY0368'FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 1.1 MILES NORTHEAST OF
 BY0368'BENCH MARK E 494.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0458 ***********************************************************************
 BY0458  DESIGNATION -  F 495
 BY0458  PID         -  BY0458
 BY0458  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0458  USGS QUAD   -  HARVEY CREEK (1984)
 BY0458
 BY0458                         *CURRENT SURVEY CONTROL
 BY0458  ___________________________________________________________________
 BY0458* NAD 83(1986)-  31 15 03.     (N)    094 12 13.     (W)     SCALED    
 BY0458* NAVD 88     -        90.43   (+/-2cm)     296.7    (feet)  VERTCON   
 BY0458  ___________________________________________________________________
 BY0458  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BY0458
 BY0458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0458
 BY0458.The horizontal coordinates were scaled from a topographic map and have
 BY0458.an estimated accuracy of +/- 6 seconds.
 BY0458
 BY0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0458.The vertical order pertains to the NGVD 29 superseded value.
 BY0458
 BY0458.The geoid height was determined by GEOID03.
 BY0458
 BY0458;                    North         East    Units  Estimated Accuracy
 BY0458;SPC TX C     - 3,191,700.    1,283,520.      MT  (+/- 180 meters Scaled)
 BY0458
 BY0458                          SUPERSEDED SURVEY CONTROL
 BY0458
 BY0458  NGVD 29 (??/??/92)   90.443  (m)          296.73   (f) ADJ UNCH    2 0
 BY0458
 BY0458.Superseded values are not recommended for survey control.
 BY0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0458.See file dsdata.txt to determine how the superseded data were derived.
 BY0458
 BY0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ853580(NAD 83)
 BY0458_MARKER: DB = BENCH MARK DISK
 BY0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0458_STAMPING: F 495 1949
 BY0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0458+STABILITY: SURFACE MOTION
 BY0458
 BY0458  HISTORY     - Date     Condition        Report By
 BY0458  HISTORY     - 1949     MONUMENTED       CGS
 BY0458
 BY0458                          STATION DESCRIPTION
 BY0458
 BY0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0458'6.7 MI S FROM BROADDUS.
 BY0458'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0458'BROADDUS, THENCE 4.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BY0458'1.9 MILES SOUTH ALONG ANGELINA NATIONAL FOREST ROAD 311, AT THE
 BY0458'JUNCTION OF ANGELINA NATIONAL FOREST ROADS 311-312 AND 317, 80.0 FEET
 BY0458'NORTHEAST OF THE CENTER LINE OF FOREST ROAD 311, 42.0 FEET NORTHWEST
 BY0458'OF THE CENTER LINE OF FOREST ROAD 312, 92.0 FEET EAST OF A 24-INCH OAK
 BY0458'WITH A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF THE TREE, 70.0 FEET
 BY0458'SOUTHEAST OF AN 18-INCH OAK WITH A TRIANGULAR BLAZE ON THE SOUTHEAST
 BY0458'SIDE OF THE TREE, 1.5 FEET NORTHEAST OF A REFERENCE POST, AND SET IN
 BY0458'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0696 ***********************************************************************
 AY0696  DESIGNATION -  F 496
 AY0696  PID         -  AY0696
 AY0696  STATE/COUNTY-  TX/BEXAR
 AY0696  USGS QUAD   -  CULEBRA HILL (1993)
 AY0696
 AY0696                         *CURRENT SURVEY CONTROL
 AY0696  ___________________________________________________________________
 AY0696* NAD 83(1986)-  29 29 04.     (N)    098 37 35.     (W)     SCALED    
 AY0696* NAVD 88     -       253.907  (meters)     833.03   (feet)  ADJUSTED  
 AY0696  ___________________________________________________________________
 AY0696  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AY0696  DYNAMIC HT  -         253.537 (meters)     831.81  (feet)  COMP
 AY0696  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 AY0696
 AY0696  VERT ORDER  -  FIRST     CLASS II
 AY0696
 AY0696.The horizontal coordinates were scaled from a topographic map and have
 AY0696.an estimated accuracy of +/- 6 seconds.
 AY0696
 AY0696.The orthometric height was determined by differential leveling
 AY0696.and adjusted by the National Geodetic Survey in June 1991..
 AY0696
 AY0696.The geoid height was determined by GEOID03.
 AY0696
 AY0696.The dynamic height is computed by dividing the NAVD 88
 AY0696.geopotential number by the normal gravity value computed on the
 AY0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0696.degrees latitude (g = 980.6199 gals.).
 AY0696
 AY0696.The modeled gravity was interpolated from observed gravity values.
 AY0696
 AY0696;                    North         East    Units  Estimated Accuracy
 AY0696;SPC TXSC     - 4,183,050.      636,230.      MT  (+/- 180 meters Scaled)
 AY0696
 AY0696                          SUPERSEDED SURVEY CONTROL
 AY0696
 AY0696  NGVD 29 (??/??/92)  253.787  (m)          832.63   (f) ADJ UNCH    1 2
 AY0696
 AY0696.Superseded values are not recommended for survey control.
 AY0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0696.See file dsdata.txt to determine how the superseded data were derived.
 AY0696
 AY0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT362617(NAD 83)
 AY0696_MARKER: DB = BENCH MARK DISK
 AY0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0696_STAMPING: F-496 1952
 AY0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0696+STABILITY: SURFACE MOTION
 AY0696
 AY0696  HISTORY     - Date     Condition        Report By
 AY0696  HISTORY     - 1952     MONUMENTED       CGS
 AY0696  HISTORY     - 1966     GOOD             USGS
 AY0696  HISTORY     - 19990618 GOOD             USPSQD
 AY0696
 AY0696                          STATION DESCRIPTION
 AY0696
 AY0696'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AY0696'0.8 MI SW FROM SAN ANTONIO.
 AY0696'AT SAN ANTONIO, BEXAR COUNTY, 0.8 MILE SOUTHWEST ALONG GRISSEM ROAD
 AY0696'FROM LEON VALLEY SCHOOL, AT THE SOUTHWEST BELL TELEPHONE CO. BUILDING,
 AY0696'IN THE NE CORNER OF THE SOUTHWEST BELL TELEPHONE CO. LAWN, 22 FEET
 AY0696'SOUTHWEST OF THE CENTERLINE OF A PRIVATE ROAD SOUTHEAST, 5 FEET
 AY0696'SOUTHEAST OF A HEDGE ROW.  A STANDARD DISK, STAMPED F-496 1952 AND SET
 AY0696'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AY0696
 AY0696                          STATION RECOVERY (1999)
 AY0696
 AY0696'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0055 ***********************************************************************
 AY0055  DESIGNATION -  F 498
 AY0055  PID         -  AY0055
 AY0055  STATE/COUNTY-  TX/BEXAR
 AY0055  USGS QUAD   -  LONGHORN (1992)
 AY0055
 AY0055                         *CURRENT SURVEY CONTROL
 AY0055  ___________________________________________________________________
 AY0055* NAD 83(1986)-  29 31 39.     (N)    098 28 24.     (W)     SCALED    
 AY0055* NAVD 88     -       241.658  (meters)     792.84   (feet)  POSTED    
 AY0055  ___________________________________________________________________
 AY0055  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AY0055  DYNAMIC HT  -         241.310 (meters)     791.70  (feet)  COMP
 AY0055  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 AY0055
 AY0055  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0055
 AY0055.This mark is at San Antonio Intl (SAT) Airport (SAT)
 AY0055
 AY0055.The horizontal coordinates were scaled from a topographic map and have
 AY0055.an estimated accuracy of +/- 6 seconds.
 AY0055
 AY0055.The orthometric height was determined by differential leveling
 AY0055.and adjusted by the National Geodetic Survey in 1992..
 AY0055.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0055.rate of 1.1 thru 2.0 mm/km.
 AY0055
 AY0055.The geoid height was determined by GEOID03.
 AY0055
 AY0055.The dynamic height is computed by dividing the NAVD 88
 AY0055.geopotential number by the normal gravity value computed on the
 AY0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0055.degrees latitude (g = 980.6199 gals.).
 AY0055
 AY0055.The modeled gravity was interpolated from observed gravity values.
 AY0055
 AY0055;                    North         East    Units  Estimated Accuracy
 AY0055;SPC TXSC     - 4,187,870.      651,050.      MT  (+/- 180 meters Scaled)
 AY0055
 AY0055                          SUPERSEDED SURVEY CONTROL
 AY0055
 AY0055  NGVD 29 (??/??/92)  241.512  (m)          792.36   (f) ADJ UNCH    1 2
 AY0055
 AY0055.Superseded values are not recommended for survey control.
 AY0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0055.See file dsdata.txt to determine how the superseded data were derived.
 AY0055
 AY0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT510665(NAD 83)
 AY0055_MARKER: DB = BENCH MARK DISK
 AY0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0055_STAMPING: F 498 1953
 AY0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0055+STABILITY: SURFACE MOTION
 AY0055
 AY0055  HISTORY     - Date     Condition        Report By
 AY0055  HISTORY     - 1953     MONUMENTED       CGS
 AY0055  HISTORY     - 1969     GOOD             NGS
 AY0055  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0055  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0055  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0055
 AY0055                          STATION DESCRIPTION
 AY0055
 AY0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0055'IN SAN ANTONIO.
 AY0055'AT SAN ANTONIO, 1.2 MILES EAST ALONG LOOP 13 (ZERCHER ROAD) FROM THE
 AY0055'OVERPASS AT ITS JUNCTION WITH U.S. HIGHWAY 281, THENCE 0.5 MILE
 AY0055'NORTHEAST ALONG AIRPORT BOULEVARD, AT THE SAN ANTONIO MUNICIPAL
 AY0055'AIRPORT, 37 FEET EAST OF THE CENTER OF THE MAIN ENTRANCE TO THE
 AY0055'ADMINISTRATION BUILDING, 61 FEET WEST OF THE CENTER OF THE MIDDLE
 AY0055'ENTRANCE TO THE BUILDING, 2 FEET NORTH OF THE NORTH EDGE OF A
 AY0055'SIDEWALK, IN THE SOUTHWEST CORNER OF A SMALL LAWN WHICH IS BETWEEN THE
 AY0055'TWO ENTRANCES TO THE BUILDING, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0055'IS FLUSH WITH THE GROUND.
 AY0055
 AY0055                          STATION RECOVERY (1969)
 AY0055
 AY0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 AY0055'RECOVERED IN GOOD CONDITION.
 AY0055
 AY0055                          STATION RECOVERY (1987)
 AY0055
 AY0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0055'MARK NOT FOUND.
 AY0055
 AY0055                          STATION RECOVERY (1989)
 AY0055
 AY0055'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0055'MARK NOT FOUND.
 AY0055
 AY0055                          STATION RECOVERY (1999)
 AY0055
 AY0055'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1013 ***********************************************************************
 BY1013  DESIGNATION -  F 499
 BY1013  PID         -  BY1013
 BY1013  STATE/COUNTY-  TX/ANGELINA
 BY1013  USGS QUAD   -  HUNTINGTON (1980)
 BY1013
 BY1013                         *CURRENT SURVEY CONTROL
 BY1013  ___________________________________________________________________
 BY1013* NAD 83(1986)-  31 22 19.     (N)    094 30 42.     (W)     SCALED    
 BY1013* NAVD 88     -        64.28   (+/-2cm)     210.9    (feet)  VERTCON   
 BY1013  ___________________________________________________________________
 BY1013  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY1013
 BY1013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1013
 BY1013.The horizontal coordinates were scaled from a topographic map and have
 BY1013.an estimated accuracy of +/- 6 seconds.
 BY1013
 BY1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1013.The vertical order pertains to the NGVD 29 superseded value.
 BY1013
 BY1013.The geoid height was determined by GEOID03.
 BY1013
 BY1013;                    North         East    Units  Estimated Accuracy
 BY1013;SPC TX C     - 3,203,530.    1,253,520.      MT  (+/- 180 meters Scaled)
 BY1013
 BY1013                          SUPERSEDED SURVEY CONTROL
 BY1013
 BY1013  NGVD 29 (??/??/92)   64.329  (m)          211.05   (f) ADJ UNCH    2 0
 BY1013
 BY1013.Superseded values are not recommended for survey control.
 BY1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1013.See file dsdata.txt to determine how the superseded data were derived.
 BY1013
 BY1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ562718(NAD 83)
 BY1013_MARKER: DB = BENCH MARK DISK
 BY1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1013_STAMPING: F 499 1949
 BY1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1013+STABILITY: SURFACE MOTION
 BY1013
 BY1013  HISTORY     - Date     Condition        Report By
 BY1013  HISTORY     - 1949     MONUMENTED       CGS
 BY1013  HISTORY     - 1952     GOOD             NGS
 BY1013
 BY1013                          STATION DESCRIPTION
 BY1013
 BY1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1013'1.4 MI W FROM EWING.
 BY1013'1.4 MILES WEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM THE
 BY1013'OLD RAILROAD SECTION HOUSE AT EWING, 0.4 MILE WEST OF MILEPOST 16, 0.3
 BY1013'MILE WEST OF A WOODEN RAILROAD TRESTLE, AT A ROAD CROSSING, 56.9 FEET
 BY1013'SOUTH OF THE SOUTH RAIL, 54 FEET SOUTHWEST OF THE CENTER LINE OF A
 BY1013'TRACK ROAD, 55 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 103, 2.6
 BY1013'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY1013'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0356 ***********************************************************************
 BM0356  DESIGNATION -  F 5
 BM0356  PID         -  BM0356
 BM0356  STATE/COUNTY-  TX/WILLIAMSON
 BM0356  USGS QUAD   -  TAYLOR (1989)
 BM0356
 BM0356                         *CURRENT SURVEY CONTROL
 BM0356  ___________________________________________________________________
 BM0356* NAD 83(1986)-  30 34 08.     (N)    097 24 30.     (W)     SCALED    
 BM0356* NAVD 88     -       168.55   (+/-2cm)     553.0    (feet)  VERTCON   
 BM0356  ___________________________________________________________________
 BM0356  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0356
 BM0356  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0356
 BM0356.The horizontal coordinates were scaled from a topographic map and have
 BM0356.an estimated accuracy of +/- 6 seconds.
 BM0356
 BM0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0356.The vertical order pertains to the NGVD 29 superseded value.
 BM0356
 BM0356.The geoid height was determined by GEOID03.
 BM0356
 BM0356;                    North         East    Units  Estimated Accuracy
 BM0356;SPC TX C     - 3,103,710.      980,540.      MT  (+/- 180 meters Scaled)
 BM0356
 BM0356                          SUPERSEDED SURVEY CONTROL
 BM0356
 BM0356  NGVD 29 (??/??/92)  168.470  (m)          552.72   (f) ADJ UNCH    1 2
 BM0356
 BM0356.Superseded values are not recommended for survey control.
 BM0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0356.See file dsdata.txt to determine how the superseded data were derived.
 BM0356
 BM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU526829(NAD 83)
 BM0356_MARKER: Q = CHISELED SQUARE
 BM0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0356_SP_SET: WALL
 BM0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0356+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 BM0356
 BM0356  HISTORY     - Date     Condition        Report By
 BM0356  HISTORY     - UNK      MONUMENTED       CGS
 BM0356  HISTORY     - 1934     GOOD             NGS
 BM0356  HISTORY     - 1990     GOOD             USPSQD
 BM0356  HISTORY     - 19991231 GOOD             USPSQD
 BM0356  HISTORY     - 20031112 GOOD             USPSQD
 BM0356
 BM0356                          STATION DESCRIPTION
 BM0356
 BM0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BM0356'IN TAYLOR.
 BM0356'AT TAYLOR, WILLIAMSON COUNTY, AT THE CORNER OF MAIN AND SECOND
 BM0356'STREETS, IN THE SOUTH GRANITE WALL OF THE TAYLOR NATIONAL BANK, ABOUT
 BM0356'20 FEET WEST OF THE EAST ENTRANCE, AND 2.5 FEET ABOVE THE SIDEWALK. A
 BM0356'SQUARE CUT.
 BM0356
 BM0356                          STATION RECOVERY (1990)
 BM0356
 BM0356'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0356'RECOVERED IN GOOD CONDITION.
 BM0356
 BM0356                          STATION RECOVERY (1999)
 BM0356
 BM0356'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0356'RECOVERED IN GOOD CONDITION.
 BM0356
 BM0356                          STATION RECOVERY (2003)
 BM0356
 BM0356'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0356'THE WALL DESCRIBED APPEARS TO BE GRANITE AT A DISTANCE BUT IS ACTUALLY
 BM0356'SANDSTONE.  A SMALL DRILL HOLE WAS MADE IN THE SQUARE CUT AND A NAIL
 BM0356'WITH A CROSSHAIR CUT WAS EPOXIED IN PLACE. THE LETTERS USGS WERE
 BM0356'CARVED IN THE STONE AROUND THE CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1252 ***********************************************************************
 AX1252  DESIGNATION -  F 5 TXHD
 AX1252  PID         -  AX1252
 AX1252  STATE/COUNTY-  TX/FAYETTE
 AX1252  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1252
 AX1252                         *CURRENT SURVEY CONTROL
 AX1252  ___________________________________________________________________
 AX1252* NAD 83(1986)-  29 53 42.     (N)    096 52 11.     (W)     SCALED    
 AX1252* NAVD 88     -        82.957  (meters)     272.17   (feet)  ADJUSTED  
 AX1252  ___________________________________________________________________
 AX1252  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AX1252  DYNAMIC HT  -          82.842 (meters)     271.79  (feet)  COMP
 AX1252  MODELED GRAV-     979,262.5   (mgal)                       NAVD 88
 AX1252
 AX1252  VERT ORDER  -  FIRST     CLASS I
 AX1252
 AX1252.The horizontal coordinates were scaled from a topographic map and have
 AX1252.an estimated accuracy of +/- 6 seconds.
 AX1252
 AX1252.The orthometric height was determined by differential leveling
 AX1252.and adjusted by the National Geodetic Survey in June 1991..
 AX1252
 AX1252.The geoid height was determined by GEOID03.
 AX1252
 AX1252.The dynamic height is computed by dividing the NAVD 88
 AX1252.geopotential number by the normal gravity value computed on the
 AX1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1252.degrees latitude (g = 980.6199 gals.).
 AX1252
 AX1252.The modeled gravity was interpolated from observed gravity values.
 AX1252
 AX1252;                    North         East    Units  Estimated Accuracy
 AX1252;SPC TXSC     - 4,230,360.      805,730.      MT  (+/- 180 meters Scaled)
 AX1252
 AX1252                          SUPERSEDED SURVEY CONTROL
 AX1252
 AX1252  NGVD 29 (??/??/92)   82.913  (m)          272.02   (f) ADJ UNCH    1 1
 AX1252
 AX1252.Superseded values are not recommended for survey control.
 AX1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1252.See file dsdata.txt to determine how the superseded data were derived.
 AX1252
 AX1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU057090(NAD 83)
 AX1252_MARKER: DD = SURVEY DISK
 AX1252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1252_SP_SET: PIER
 AX1252_STAMPING: F 5 271.947
 AX1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1252+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX1252
 AX1252  HISTORY     - Date     Condition        Report By
 AX1252  HISTORY     - UNK      MONUMENTED       TXHD
 AX1252  HISTORY     - 1972     GOOD             NGS
 AX1252  HISTORY     - 1978     MARK NOT FOUND   USPSQD
 AX1252  HISTORY     - 1978     GOOD             NGS
 AX1252  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1252  HISTORY     - 20041027 GOOD             USPSQD
 AX1252
 AX1252                          STATION DESCRIPTION
 AX1252
 AX1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1252'0.9 MI S FROM LA GRANGE.
 AX1252'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT LA
 AX1252'GRANGE, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 AX1252'PIER OF THE HIGHWAY BRIDGE OVER THE COLORADO RIVER, 13 1/2 FEET
 AX1252'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT NORTHEAST OF A
 AX1252'BASE PLATE, AND ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AX1252
 AX1252                          STATION RECOVERY (1978)
 AX1252
 AX1252'RECOVERY NOTE BY US POWER SQUADRON 1978 (TNC)
 AX1252'MARK NOT FOUND.
 AX1252
 AX1252                          STATION RECOVERY (1978)
 AX1252
 AX1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1252'RECOVERED IN GOOD CONDITION.
 AX1252
 AX1252                          STATION RECOVERY (1997)
 AX1252
 AX1252'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1252'MARK NOT FOUND.
 AX1252
 AX1252                          STATION RECOVERY (2004)
 AX1252
 AX1252'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0912 ***********************************************************************
 BZ0912  DESIGNATION -  F 50 RESET 1966
 BZ0912  PID         -  BZ0912
 BZ0912  STATE/COUNTY-  TX/BELL
 BZ0912  USGS QUAD   -  NOLANVILLE (1995)
 BZ0912
 BZ0912                         *CURRENT SURVEY CONTROL
 BZ0912  ___________________________________________________________________
 BZ0912* NAD 83(1986)-  31 04 57.     (N)    097 32 29.     (W)     SCALED    
 BZ0912* NAVD 88     -       189.506  (meters)     621.74   (feet)  ADJUSTED  
 BZ0912  ___________________________________________________________________
 BZ0912  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BZ0912  DYNAMIC HT  -         189.254 (meters)     620.91  (feet)  COMP
 BZ0912  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 BZ0912
 BZ0912  VERT ORDER  -  FIRST     CLASS II
 BZ0912
 BZ0912.The horizontal coordinates were scaled from a topographic map and have
 BZ0912.an estimated accuracy of +/- 6 seconds.
 BZ0912
 BZ0912.The orthometric height was determined by differential leveling
 BZ0912.and adjusted by the National Geodetic Survey in June 1991..
 BZ0912
 BZ0912.The geoid height was determined by GEOID03.
 BZ0912
 BZ0912.The dynamic height is computed by dividing the NAVD 88
 BZ0912.geopotential number by the normal gravity value computed on the
 BZ0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0912.degrees latitude (g = 980.6199 gals.).
 BZ0912
 BZ0912.The modeled gravity was interpolated from observed gravity values.
 BZ0912
 BZ0912;                    North         East    Units  Estimated Accuracy
 BZ0912;SPC TX C     - 3,160,300.      966,350.      MT  (+/- 180 meters Scaled)
 BZ0912
 BZ0912                          SUPERSEDED SURVEY CONTROL
 BZ0912
 BZ0912.No superseded survey control is available for this station.
 BZ0912
 BZ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV391396(NAD 83)
 BZ0912_MARKER: DB = BENCH MARK DISK
 BZ0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0912_STAMPING: F 50 RESET 1966
 BZ0912_MARK LOGO: CGS   
 BZ0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0912+STABILITY: SURFACE MOTION
 BZ0912
 BZ0912  HISTORY     - Date     Condition        Report By
 BZ0912  HISTORY     - 1966     MONUMENTED       CGS
 BZ0912  HISTORY     - 1983     GOOD             NGS
 BZ0912
 BZ0912                          STATION DESCRIPTION
 BZ0912
 BZ0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BZ0912'4 MI NE FROM NOLANVILLE.
 BZ0912'ABOUT 4 MILES NORTHEAST ALONG THE A. T. AND SANTA FE RAILWAY FROM THE
 BZ0912'STATION AT NOLANVILLE, BELL COUNTY, 0.15 MILE WEST OF A ROCK HOUSE, AT
 BZ0912'THE INTERSECTION OF FM HIGHWAY 2748 AND A. T. AND SANTA FE RAIL ROAD.,
 BZ0912'100 FEET SOUTHWEST OF CENTER LINE OF CROSSING, 43.8 FEET SOUTHEAST OF
 BZ0912'CENTERLINE OF RAILROAD, 6 FEET NORTHWEST OF A FENCE AND 3 FEET
 BZ0912'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD C AND GS DISK
 BZ0912'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 BZ0912
 BZ0912                          STATION RECOVERY (1983)
 BZ0912
 BZ0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0642 ***********************************************************************
 BL0642  DESIGNATION -  F 501
 BL0642  PID         -  BL0642
 BL0642  STATE/COUNTY-  TX/POLK
 BL0642  USGS QUAD   -  CORRIGAN (1984)
 BL0642
 BL0642                         *CURRENT SURVEY CONTROL
 BL0642  ___________________________________________________________________
 BL0642* NAD 83(1986)-  30 58 27.     (N)    094 45 06.     (W)     SCALED    
 BL0642* NAVD 88     -        70.38   (+/-2cm)     230.9    (feet)  VERTCON   
 BL0642  ___________________________________________________________________
 BL0642  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL0642
 BL0642  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0642
 BL0642.The horizontal coordinates were scaled from a topographic map and have
 BL0642.an estimated accuracy of +/- 6 seconds.
 BL0642
 BL0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0642.The vertical order pertains to the NGVD 29 superseded value.
 BL0642
 BL0642.The geoid height was determined by GEOID03.
 BL0642
 BL0642;                    North         East    Units  Estimated Accuracy
 BL0642;SPC TX C     - 3,158,320.    1,232,930.      MT  (+/- 180 meters Scaled)
 BL0642
 BL0642                          SUPERSEDED SURVEY CONTROL
 BL0642
 BL0642  NGVD 29 (??/??/92)   70.401  (m)          230.97   (f) ADJ UNCH    2 0
 BL0642
 BL0642.Superseded values are not recommended for survey control.
 BL0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0642.See file dsdata.txt to determine how the superseded data were derived.
 BL0642
 BL0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ327280(NAD 83)
 BL0642_MARKER: DB = BENCH MARK DISK
 BL0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0642_STAMPING: F 501 1949
 BL0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0642+STABILITY: SURFACE MOTION
 BL0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0642+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 BL0642
 BL0642  HISTORY     - Date     Condition        Report By
 BL0642  HISTORY     - 1949     MONUMENTED       CGS
 BL0642  HISTORY     - 1964     GOOD             NGS
 BL0642  HISTORY     - 1980     GOOD             USGS
 BL0642  HISTORY     - 1990     GOOD             USPSQD
 BL0642  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0642  HISTORY     - 20050709 GOOD             USPSQD
 BL0642
 BL0642                          STATION DESCRIPTION
 BL0642
 BL0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BL0642'2.7 MI S FROM PLUCK.
 BL0642'2.7 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT PLUCK, AT A
 BL0642'CROSSING OF A DIRT ROAD AND U. S. HIGHWAY NO. 287, 173.0 FEET NORTH OF
 BL0642'THE CENTER LINE OF THE HIGHWAY, 28.0 FEET SOUTHEAST OF THE CENTER LINE
 BL0642'OF THE DIRT ROAD LEADING NORTHEAST, 11.0 FEET NORTHEAST OF AN 8-INCH
 BL0642'PINE TREE USED AS A CORNER FENCE POST, 1.2 FEET NORTHWEST OF A FENCE,
 BL0642'1.5 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BL0642'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE BENCH MARK IS
 BL0642'5.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 287 FROM THE JUNCTION OF U. S.
 BL0642'HIGHWAYS 59 AND 287 AT CORRIGAN, POLK COUNTY TO BENCH MARK AS
 BL0642'DESCRIBED.  IT IS AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 756 +
 BL0642'50.
 BL0642
 BL0642                          STATION RECOVERY (1980)
 BL0642
 BL0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BL0642'.75 MILE NORTH ALONG U.S. HIGHWAY 59 FROM THE POST OFFICE AT
 BL0642'CORRIGAN, THENCE 4.75 MILES SOUTH EAST ALONG U.S. HIGHWAY 287, AT A
 BL0642'DIRT ROAD SOUTH WEST, 75 FEET SOUTHEAST ALONG U.S. HIGHWAY 287 FROM
 BL0642'INTERSECTION OF DIRT ROAD AND 156 FEET NORTHEAST OF CENTERLINE OF
 BL0642'U.S. HIGHWAY 287, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BL0642'FOOT ABOVE THE GROUND.
 BL0642
 BL0642                          STATION RECOVERY (1990)
 BL0642
 BL0642'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 BL0642'RECOVERED IN GOOD CONDITION.
 BL0642
 BL0642                          STATION RECOVERY (1997)
 BL0642
 BL0642'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0642'MARK NOT FOUND.
 BL0642
 BL0642                          STATION RECOVERY (2005)
 BL0642
 BL0642'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0642'GO TO N30 58 26.1  W094 45 04.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0757 ***********************************************************************
 BL0757  DESIGNATION -  F 502
 BL0757  PID         -  BL0757
 BL0757  STATE/COUNTY-  TX/POLK
 BL0757  USGS QUAD   -  LEGGETT (1984)
 BL0757
 BL0757                         *CURRENT SURVEY CONTROL
 BL0757  ___________________________________________________________________
 BL0757* NAD 83(1986)-  30 45 38.     (N)    094 47 02.     (W)     SCALED    
 BL0757* NAVD 88     -       112.69   (+/-2cm)     369.7    (feet)  VERTCON   
 BL0757  ___________________________________________________________________
 BL0757  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0757
 BL0757  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0757
 BL0757.The horizontal coordinates were scaled from a topographic map and have
 BL0757.an estimated accuracy of +/- 6 seconds.
 BL0757
 BL0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0757.The vertical order pertains to the NGVD 29 superseded value.
 BL0757
 BL0757.The geoid height was determined by GEOID03.
 BL0757
 BL0757;                    North         East    Units  Estimated Accuracy
 BL0757;SPC TX C     - 3,134,510.    1,231,040.      MT  (+/- 180 meters Scaled)
 BL0757
 BL0757                          SUPERSEDED SURVEY CONTROL
 BL0757
 BL0757  NGVD 29 (??/??/92)  112.691  (m)          369.72   (f) ADJ UNCH    2 0
 BL0757
 BL0757.Superseded values are not recommended for survey control.
 BL0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0757.See file dsdata.txt to determine how the superseded data were derived.
 BL0757
 BL0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ292044(NAD 83)
 BL0757_MARKER: DB = BENCH MARK DISK
 BL0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0757_STAMPING: F 502 1949
 BL0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0757+STABILITY: SURFACE MOTION
 BL0757
 BL0757  HISTORY     - Date     Condition        Report By
 BL0757  HISTORY     - 1949     MONUMENTED       CGS
 BL0757  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0757  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0757
 BL0757                          STATION DESCRIPTION
 BL0757
 BL0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0757'13.1 MI NE FROM LIVINGSTON.
 BL0757'7.7 MILES EAST ALONG U. S. HIGHWAY NO. 190 FROM THE POST OFFICE AT
 BL0757'LIVINGSTON, THENCE 5.4 MILES NORTHEAST ALONG A DIRT ROAD, AT A
 BL0757'T-JUNCTION OF DIRT ROADS, 48.0 FEET SOUTHEAST OF THE CENTER LINE OF
 BL0757'THE SOUTHEAST ROAD OF A TRIANGLE FORMED BY THE JUNCTION, 23.0 FEET
 BL0757'NORTHEAST OF THE NORTHWEST-SOUTHEAST ROAD, 36.0 FEET SOUTHEAST OF A
 BL0757'12-INCH OAK WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE,
 BL0757'ABOUT 0.15 MILE NORTH OF AN OLD ABANDONED RAILROAD BED CROSSING THE
 BL0757'ROAD, 1.4 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BL0757'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- AREA IS PLOWED AND
 BL0757'IS NOW A TREE FARM.  NOTE-- THIS BENCH MARK IS ALSO 13.8 MILES
 BL0757'SOUTHEAST OF LEGGETT, AND 0.8 MILE SOUTH OF BENCH MARK G 502 1949.
 BL0757
 BL0757                          STATION RECOVERY (1977)
 BL0757
 BL0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0757'MARK NOT FOUND.
 BL0757
 BL0757                          STATION RECOVERY (1990)
 BL0757
 BL0757'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BL0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0692 ***********************************************************************
 BL0692  DESIGNATION -  F 503
 BL0692  PID         -  BL0692
 BL0692  STATE/COUNTY-  TX/TYLER
 BL0692  USGS QUAD   -  CHESTER (1984)
 BL0692
 BL0692                         *CURRENT SURVEY CONTROL
 BL0692  ___________________________________________________________________
 BL0692* NAD 83(1986)-  30 59 00.     (N)    094 37 02.     (W)     SCALED    
 BL0692* NAVD 88     -        55.34   (+/-2cm)     181.6    (feet)  VERTCON   
 BL0692  ___________________________________________________________________
 BL0692  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL0692
 BL0692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0692
 BL0692.The horizontal coordinates were scaled from a topographic map and have
 BL0692.an estimated accuracy of +/- 6 seconds.
 BL0692
 BL0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0692.The vertical order pertains to the NGVD 29 superseded value.
 BL0692
 BL0692.The geoid height was determined by GEOID03.
 BL0692
 BL0692;                    North         East    Units  Estimated Accuracy
 BL0692;SPC TX C     - 3,159,980.    1,245,700.      MT  (+/- 180 meters Scaled)
 BL0692
 BL0692                          SUPERSEDED SURVEY CONTROL
 BL0692
 BL0692  NGVD 29 (??/??/92)   55.362  (m)          181.63   (f) ADJ UNCH    2 0
 BL0692
 BL0692.Superseded values are not recommended for survey control.
 BL0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0692.See file dsdata.txt to determine how the superseded data were derived.
 BL0692
 BL0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ455288(NAD 83)
 BL0692_MARKER: DB = BENCH MARK DISK
 BL0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0692_STAMPING: F 503 1949
 BL0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0692+STABILITY: SURFACE MOTION
 BL0692
 BL0692  HISTORY     - Date     Condition        Report By
 BL0692  HISTORY     - 1949     MONUMENTED       CGS
 BL0692
 BL0692                          STATION DESCRIPTION
 BL0692
 BL0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0692'4.7 MI NE FROM BARNUM.
 BL0692'4.7 MILES NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT BARNUM,
 BL0692'AT THE CROSSING OF THE ROAD AND THE SUN OIL CO. PIPE LINE, 35.0 FEET
 BL0692'WEST OF A POINT IN LINE WITH THE TELEPHONE POLES ALONG THE PIPE LINE,
 BL0692'21.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 66.0 FEET NORTHWEST OF
 BL0692'TELEPHONE POLE NO. 86/16, 10.0 FEET NORTHEAST OF A 20-INCH OAK WITH A
 BL0692'TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 1.3 FEET SOUTHEAST OF
 BL0692'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECING 0.5 FOOT
 BL0692'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0153 ***********************************************************************
 BL0153  DESIGNATION -  F 504
 BL0153  PID         -  BL0153
 BL0153  STATE/COUNTY-  TX/TYLER
 BL0153  USGS QUAD   -  BOGGY LAKE (1984)
 BL0153
 BL0153                         *CURRENT SURVEY CONTROL
 BL0153  ___________________________________________________________________
 BL0153* NAD 83(1986)-  30 59 35.     (N)    094 18 21.     (W)     SCALED    
 BL0153* NAVD 88     -        69.32   (+/-2cm)     227.4    (feet)  VERTCON   
 BL0153  ___________________________________________________________________
 BL0153  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BL0153
 BL0153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0153
 BL0153.The horizontal coordinates were scaled from a topographic map and have
 BL0153.an estimated accuracy of +/- 6 seconds.
 BL0153
 BL0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0153.The vertical order pertains to the NGVD 29 superseded value.
 BL0153
 BL0153.The geoid height was determined by GEOID03.
 BL0153
 BL0153;                    North         East    Units  Estimated Accuracy
 BL0153;SPC TX C     - 3,162,630.    1,275,340.      MT  (+/- 180 meters Scaled)
 BL0153
 BL0153                          SUPERSEDED SURVEY CONTROL
 BL0153
 BL0153  NGVD 29 (??/??/92)   69.330  (m)          227.46   (f) ADJ UNCH    2 0
 BL0153
 BL0153.Superseded values are not recommended for survey control.
 BL0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0153.See file dsdata.txt to determine how the superseded data were derived.
 BL0153
 BL0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ753295(NAD 83)
 BL0153_MARKER: DB = BENCH MARK DISK
 BL0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0153_STAMPING: F 504 1949
 BL0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0153+STABILITY: SURFACE MOTION
 BL0153
 BL0153  HISTORY     - Date     Condition        Report By
 BL0153  HISTORY     - 1949     MONUMENTED       CGS
 BL0153
 BL0153                          STATION DESCRIPTION
 BL0153
 BL0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0153'5.5 MI SE FROM ROCKLAND.
 BL0153'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BL0153'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BL0153'DIRT ROAD, THENCE 2.5 MILES SOUTHEAST ALONG A DIRT ROAD, 0.25 MILE
 BL0153'EAST OF A FARMHOUSE WHICH IS ON THE NORTH SIDE OF THE ROAD, 91.0 FEET
 BL0153'NORTH OF THE CENTER LINE OF THE ROAD, 29.5 FEET EAST OF A 10 INCH
 BL0153'TRIANGULAR BLAZED PINE TREE, 23.0 FEET NORTHWEST OF A 10 INCH
 BL0153'TRIANGULAR BLAZED PINE TREE, 2.0 FEET ABOVE ROAD LEVEL, 1.3 FEET WEST
 BL0153'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL0153'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0659 ***********************************************************************
 BL0659  DESIGNATION -  F 506 RESET 1964
 BL0659  PID         -  BL0659
 BL0659  STATE/COUNTY-  TX/POLK
 BL0659  USGS QUAD   -  CAMDEN (1984)
 BL0659
 BL0659                         *CURRENT SURVEY CONTROL
 BL0659  ___________________________________________________________________
 BL0659* NAD 83(1986)-  30 56 15.     (N)    094 39 15.     (W)     SCALED    
 BL0659* NAVD 88     -        68.19   (+/-2cm)     223.7    (feet)  VERTCON   
 BL0659  ___________________________________________________________________
 BL0659  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BL0659
 BL0659  VERT ORDER  -  THIRD (See Below)
 BL0659
 BL0659.The horizontal coordinates were scaled from a topographic map and have
 BL0659.an estimated accuracy of +/- 6 seconds.
 BL0659
 BL0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0659.The vertical order pertains to the NGVD 29 superseded value.
 BL0659
 BL0659.The geoid height was determined by GEOID03.
 BL0659
 BL0659;                    North         East    Units  Estimated Accuracy
 BL0659;SPC TX C     - 3,154,730.    1,242,440.      MT  (+/- 180 meters Scaled)
 BL0659
 BL0659                          SUPERSEDED SURVEY CONTROL
 BL0659
 BL0659  NGVD 29 (01/29/03)   68.20   (m)          223.8    (f) RESET       3  
 BL0659
 BL0659.Superseded values are not recommended for survey control.
 BL0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0659.See file dsdata.txt to determine how the superseded data were derived.
 BL0659
 BL0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ419238(NAD 83)
 BL0659_MARKER: DB = BENCH MARK DISK
 BL0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0659_STAMPING: F 506 RESET 1964
 BL0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0659+STABILITY: SURFACE MOTION
 BL0659
 BL0659  HISTORY     - Date     Condition        Report By
 BL0659  HISTORY     - 1964     MONUMENTED       CGS
 BL0659  HISTORY     - 1990     GOOD             USPSQD
 BL0659
 BL0659                          STATION DESCRIPTION
 BL0659
 BL0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BL0659'1.3 MI SE FROM BARNUM.
 BL0659'ABOUT 1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE
 BL0659'AND GENERAL STORE AT BARNUM.  OR THE BENCH MARK IS 11.55 MILES
 BL0659'SOUTHEAST ALONG U. S. HIGHWAY 287 FROM THE JUNCTION OF U. S. HIGHWAYS
 BL0659'59 AND 287 AT CORRIGAN, POLK COUNTY.  59 FEET SOUTH OF THE CENTER LINE
 BL0659'OF THE HIGHWAY, 143 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 BL0659'SOUTH, 156 FEET EAST OF THE YARD FENCE AROUND A FARMHOUSE WHICH IS ON
 BL0659'THE SOUTH SIDE OF HIGHWAY, 8 FEET WEST OF THE NORTHEAST CORNER OF A
 BL0659'FENCE AROUND A GARDEN, AND AT TEXAS HIGHWAY DEPARTMENT BASE LINE
 BL0659'STATION 1093 + 29.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST
 BL0659'WHICH PROJECTS 4 INCHES.
 BL0659
 BL0659                          STATION RECOVERY (1990)
 BL0659
 BL0659'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BL0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0589 ***********************************************************************
 BL0589  DESIGNATION -  F 507
 BL0589  PID         -  BL0589
 BL0589  STATE/COUNTY-  TX/POLK
 BL0589  USGS QUAD   -  DALLARDSVILLE (1984)
 BL0589
 BL0589                         *CURRENT SURVEY CONTROL
 BL0589  ___________________________________________________________________
 BL0589* NAD 83(1986)-  30 43 56.     (N)    094 39 32.     (W)     SCALED    
 BL0589* NAVD 88     -       126.08   (+/-2cm)     413.6    (feet)  VERTCON   
 BL0589  ___________________________________________________________________
 BL0589  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL0589
 BL0589  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0589
 BL0589.The horizontal coordinates were scaled from a topographic map and have
 BL0589.an estimated accuracy of +/- 6 seconds.
 BL0589
 BL0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0589.The vertical order pertains to the NGVD 29 superseded value.
 BL0589
 BL0589.The geoid height was determined by GEOID03.
 BL0589
 BL0589;                    North         East    Units  Estimated Accuracy
 BL0589;SPC TX C     - 3,131,980.    1,243,150.      MT  (+/- 180 meters Scaled)
 BL0589
 BL0589                          SUPERSEDED SURVEY CONTROL
 BL0589
 BL0589  NGVD 29 (??/??/92)  126.083  (m)          413.66   (f) ADJ UNCH    2 0
 BL0589
 BL0589.Superseded values are not recommended for survey control.
 BL0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0589.See file dsdata.txt to determine how the superseded data were derived.
 BL0589
 BL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ411011(NAD 83)
 BL0589_MARKER: DB = BENCH MARK DISK
 BL0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0589_STAMPING: F 507 1949
 BL0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0589+STABILITY: SURFACE MOTION
 BL0589
 BL0589  HISTORY     - Date     Condition        Report By
 BL0589  HISTORY     - 1949     MONUMENTED       CGS
 BL0589
 BL0589                          STATION DESCRIPTION
 BL0589
 BL0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0589'17.0 MI NW FROM WOODVILLE.
 BL0589'15.9 MILES WEST ALONG U. S. HIGHWAY NO. 190 FROM THE COURT HOUSE AT
 BL0589'WOODVILLE, THENCE 1.1 MILES NORTH ALONG A DIRT ROAD, JUST NORTHWEST OF
 BL0589'A CURVE WITH TANGENTS LEADING NORTHWEST AND SOUTH, 26.0 FEET SOUTHWEST
 BL0589'OF THE CENTER LINE OF THE ROAD, 21.0 FEET NORTH OF A 10-INCH PINE WITH
 BL0589'A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE TREE, 9.0 FEET SOUTH
 BL0589'OF A 10-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE
 BL0589'TREE, 1.6 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 BL0589'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0440 ***********************************************************************
 BY0440  DESIGNATION -  F 508
 BY0440  PID         -  BY0440
 BY0440  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0440  USGS QUAD   -  HARVEY CREEK (1984)
 BY0440
 BY0440                         *CURRENT SURVEY CONTROL
 BY0440  ___________________________________________________________________
 BY0440* NAD 83(1986)-  31 22 15.     (N)    094 09 07.     (W)     SCALED    
 BY0440* NAVD 88     -        67.26   (+/-2cm)     220.7    (feet)  VERTCON   
 BY0440  ___________________________________________________________________
 BY0440  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BY0440
 BY0440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0440
 BY0440.The horizontal coordinates were scaled from a topographic map and have
 BY0440.an estimated accuracy of +/- 6 seconds.
 BY0440
 BY0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0440.The vertical order pertains to the NGVD 29 superseded value.
 BY0440
 BY0440.The geoid height was determined by GEOID03.
 BY0440
 BY0440;                    North         East    Units  Estimated Accuracy
 BY0440;SPC TX C     - 3,205,250.    1,287,690.      MT  (+/- 180 meters Scaled)
 BY0440
 BY0440                          SUPERSEDED SURVEY CONTROL
 BY0440
 BY0440  NGVD 29 (??/??/92)   67.286  (m)          220.75   (f) ADJ UNCH    2 0
 BY0440
 BY0440.Superseded values are not recommended for survey control.
 BY0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0440.See file dsdata.txt to determine how the superseded data were derived.
 BY0440
 BY0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ904712(NAD 83)
 BY0440_MARKER: DB = BENCH MARK DISK
 BY0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0440_STAMPING: F 508 1949
 BY0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0440+STABILITY: SURFACE MOTION
 BY0440
 BY0440  HISTORY     - Date     Condition        Report By
 BY0440  HISTORY     - 1949     MONUMENTED       CGS
 BY0440
 BY0440                          STATION DESCRIPTION
 BY0440
 BY0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0440'12.10 MI S FROM SAN AUGUSTINE.
 BY0440'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURT HOUSE AT
 BY0440'SAN AUGUSTINE, THENCE 3.45 MILES SOUTH ALONG FARM ROAD 705, AT THE
 BY0440'FARM HOME OF TUCKER GARRETT, 67.0 FEET EAST OF THE CENTER LINE OF THE
 BY0440'ROAD, 35.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 0.8
 BY0440'FOOT SOUTH OF A FENCE, 1.3 FEET WEST OF A REFERENCE POST, AND SET IN
 BY0440'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0473 ***********************************************************************
 BY0473  DESIGNATION -  F 509 RESET 1968
 BY0473  PID         -  BY0473
 BY0473  STATE/COUNTY-  TX/NACOGDOCHES
 BY0473  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0473
 BY0473                         *CURRENT SURVEY CONTROL
 BY0473  ___________________________________________________________________
 BY0473* NAD 83(1986)-  31 20 22.     (N)    094 23 57.     (W)     SCALED    
 BY0473* NAVD 88     -        86.50   (+/-2cm)     283.8    (feet)  VERTCON   
 BY0473  ___________________________________________________________________
 BY0473  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BY0473
 BY0473  VERT ORDER  -  THIRD (See Below)
 BY0473
 BY0473.The horizontal coordinates were scaled from a topographic map and have
 BY0473.an estimated accuracy of +/- 6 seconds.
 BY0473
 BY0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0473.The vertical order pertains to the NGVD 29 superseded value.
 BY0473
 BY0473.The geoid height was determined by GEOID03.
 BY0473
 BY0473;                    North         East    Units  Estimated Accuracy
 BY0473;SPC TX C     - 3,200,500.    1,264,400.      MT  (+/- 180 meters Scaled)
 BY0473
 BY0473                          SUPERSEDED SURVEY CONTROL
 BY0473
 BY0473  NGVD 29 (01/29/03)   86.54   (m)          283.9    (f) RESET       3  
 BY0473
 BY0473.Superseded values are not recommended for survey control.
 BY0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0473.See file dsdata.txt to determine how the superseded data were derived.
 BY0473
 BY0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ668680(NAD 83)
 BY0473_MARKER: DB = BENCH MARK DISK
 BY0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0473_STAMPING: F 509 RESET 1968
 BY0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0473+STABILITY: SURFACE MOTION
 BY0473
 BY0473  HISTORY     - Date     Condition        Report By
 BY0473  HISTORY     - 1968     MONUMENTED       CGS
 BY0473  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0473
 BY0473                          STATION DESCRIPTION
 BY0473
 BY0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BY0473'4.25 MI SE FROM ETOILE.
 BY0473'ABOUT 0.85 MILES SOUTH ALONG F.M. HIGHWAY 226 FROM THE POST OFFICE IN
 BY0473'ETOILE TO STATE HIGHWAY 103, THENCE 3.4 MILES SOUTHEAST ALONG F.M.
 BY0473'HIGHWAY 226 TO SITE OF BENCH MARK, 54 FEET SOUTHWEST OF THE CENTER
 BY0473'LINE OF HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS POST AND AT TEXAS
 BY0473'HIGHWAY DEPARTMENT STATION 176 + 40.  A C AND GS BENCH MARK DISK SET
 BY0473'IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 BY0473'SURFACE OF GROUND.
 BY0473
 BY0473                          STATION RECOVERY (1998)
 BY0473
 BY0473'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0435 ***********************************************************************
 BL0435  DESIGNATION -  F 51
 BL0435  PID         -  BL0435
 BL0435  STATE/COUNTY-  TX/LIBERTY
 BL0435  USGS QUAD   -  DEVERS (1984)
 BL0435
 BL0435                         *CURRENT SURVEY CONTROL
 BL0435  ___________________________________________________________________
 BL0435* NAD 83(1986)-  30 01 28.     (N)    094 30 27.     (W)     SCALED    
 BL0435* NAVD 88     -        14.024  (meters)      46.01   (feet)  ADJUSTED  
 BL0435  ___________________________________________________________________
 BL0435  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0435  DYNAMIC HT  -          14.005 (meters)      45.95  (feet)  COMP
 BL0435  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 BL0435
 BL0435  VERT ORDER  -  FIRST     CLASS II
 BL0435
 BL0435.The horizontal coordinates were scaled from a topographic map and have
 BL0435.an estimated accuracy of +/- 6 seconds.
 BL0435
 BL0435.The orthometric height was determined by differential leveling
 BL0435.and adjusted by the National Geodetic Survey in June 1991..
 BL0435
 BL0435.The geoid height was determined by GEOID03.
 BL0435
 BL0435.The dynamic height is computed by dividing the NAVD 88
 BL0435.geopotential number by the normal gravity value computed on the
 BL0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0435.degrees latitude (g = 980.6199 gals.).
 BL0435
 BL0435.The modeled gravity was interpolated from observed gravity values.
 BL0435
 BL0435;                    North         East    Units  Estimated Accuracy
 BL0435;SPC TX C     - 3,054,380.    1,261,730.      MT  (+/- 180 meters Scaled)
 BL0435
 BL0435                          SUPERSEDED SURVEY CONTROL
 BL0435
 BL0435  NGVD 29 (12/23/87)   14.030  (m)           46.03   (f) ADJUSTED    1 2
 BL0435
 BL0435.Superseded values are not recommended for survey control.
 BL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0435.See file dsdata.txt to determine how the superseded data were derived.
 BL0435
 BL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP546224(NAD 83)
 BL0435_MARKER: DD = SURVEY DISK
 BL0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0435_SP_SET: CONCRETE POST
 BL0435_STAMPING: 46.737 F 51
 BL0435_MARK LOGO: TXRD  
 BL0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0435+STABILITY: SURFACE MOTION
 BL0435
 BL0435  HISTORY     - Date     Condition        Report By
 BL0435  HISTORY     - UNK      MONUMENTED
 BL0435  HISTORY     - 1972     GOOD             NGS
 BL0435  HISTORY     - 1987     POOR             NGS
 BL0435  HISTORY     - 19950817 GOOD             USPSQD
 BL0435  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL0435
 BL0435                          STATION DESCRIPTION
 BL0435
 BL0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0435'5.25 MI W FROM NOME.
 BL0435'ABOUT 5.25 MILES WEST ALONG US HIGHWAY 90 FROM THE POST OFFICE THENCE
 BL0435'ABOUT 56 YARDS NORTH ALONG A PRIVATE ROAD FROM THE JUNCTION OF US
 BL0435'HIGHWAY 90 AND FARM ROAD 1009, ABOUT 0.1 MILE NORTHEAST OF THE B. H.
 BL0435'WILLIS RICE DRIER AT FELICIA (NO TOWN HERE), 56.5 FEET NORTHEAST OF
 BL0435'THE CENTER OF THE CROSSING OF THE PRIVATE ROAD AND THE SOUTHERN
 BL0435'PACIFIC RAILROAD, 46.8 FEET NORTH OF THE NORTH RAIL, 24.5 FEET EAST OF
 BL0435'THE CENTER LINE OF THE PRIVATE ROAD, 2.5 FEET SOUTH OF AN OLD FENCE
 BL0435'LINE, 1 FOOT WEST OF A METAL WITNESS POST AND ABOUT 4 FEET BELOW THE
 BL0435'LEVEL OF THE TRACK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BL0435'FOOT.
 BL0435
 BL0435                          STATION RECOVERY (1987)
 BL0435
 BL0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0435'RECOVERED IN POOR CONDITION.  ELEVATION SHOULD BE USED WITH CAUTION.
 BL0435
 BL0435                          STATION RECOVERY (1995)
 BL0435
 BL0435'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0435'RECOVERED IN GOOD CONDITION.
 BL0435
 BL0435                          STATION RECOVERY (2004)
 BL0435
 BL0435'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0062 ***********************************************************************
 AN0062  DESIGNATION -  F 51 RESET 1937
 AN0062  PID         -  AN0062
 AN0062  STATE/COUNTY-  TX/MATAGORDA
 AN0062  USGS QUAD   -  MARKHAM (1995)
 AN0062
 AN0062                         *CURRENT SURVEY CONTROL
 AN0062  ___________________________________________________________________
 AN0062* NAD 83(1986)-  28 54 12.     (N)    096 01 34.     (W)     SCALED    
 AN0062* NAVD 88     -        14.39   (+/-2cm)      47.2    (feet)  VERTCON   
 AN0062  ___________________________________________________________________
 AN0062  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN0062
 AN0062  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0062
 AN0062.The horizontal coordinates were scaled from a topographic map and have
 AN0062.an estimated accuracy of +/- 6 seconds.
 AN0062
 AN0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0062.The vertical order pertains to the NGVD 29 superseded value.
 AN0062
 AN0062.The geoid height was determined by GEOID03.
 AN0062
 AN0062;                    North         East    Units  Estimated Accuracy
 AN0062;SPC TXSC     - 4,122,270.      889,980.      MT  (+/- 180 meters Scaled)
 AN0062
 AN0062                          SUPERSEDED SURVEY CONTROL
 AN0062
 AN0062  NGVD 29 (??/??/92)   14.424  (m)           47.32   (f) ADJ UNCH    1 1
 AN0062
 AN0062.Superseded values are not recommended for survey control.
 AN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0062.See file dsdata.txt to determine how the superseded data were derived.
 AN0062
 AN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT899009(NAD 83)
 AN0062_MARKER: DB = BENCH MARK DISK
 AN0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0062_SP_SET: ABUTMENT
 AN0062_STAMPING: F 51 RESET 1937
 AN0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0062
 AN0062  HISTORY     - Date     Condition        Report By
 AN0062  HISTORY     - 1937     MONUMENTED       CGS
 AN0062  HISTORY     - 1972     GOOD             NGS
 AN0062  HISTORY     - 1978     GOOD             NGS
 AN0062
 AN0062                          STATION DESCRIPTION
 AN0062
 AN0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0062'7.1 MI SW FROM BAY CITY.
 AN0062'7.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0062'STATION AT BAY CITY, ABOUT 0.2 MILE WEST OF MILEPOLE 277, AND STEEL
 AN0062'TRUSS BRIDGE 276.7 OVER THE COLORADO RIVER, IN THE TOP AND 0.6 FOOT
 AN0062'NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 9.1 FEET SOUTH
 AN0062'OF THE SOUTH RAIL, 2.2 FEET SOUTH OF THE SOUTH FACE OF THE SOUTHEAST
 AN0062'STEEL BRIDGE ANCHOR PLATE, 3.6 FEET WEST OF THE SOUTHEAST CORNER OF
 AN0062'THE ABUTMENT, AND ABOUT 8 FEET LOWER THAN THE TRACK.
 AN0062
 AN0062                          STATION RECOVERY (1978)
 AN0062
 AN0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0450 ***********************************************************************
 AY0450  DESIGNATION -  F 510
 AY0450  PID         -  AY0450
 AY0450  STATE/COUNTY-  TX/BEXAR
 AY0450  USGS QUAD   -  SOUTHTON (1992)
 AY0450
 AY0450                         *CURRENT SURVEY CONTROL
 AY0450  ___________________________________________________________________
 AY0450* NAD 83(1986)-  29 17 11.     (N)    098 25 41.     (W)     SCALED    
 AY0450* NAVD 88     -       159.263  (meters)     522.52   (feet)  ADJUSTED  
 AY0450  ___________________________________________________________________
 AY0450  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AY0450  DYNAMIC HT  -         159.033 (meters)     521.76  (feet)  COMP
 AY0450  MODELED GRAV-     979,194.0   (mgal)                       NAVD 88
 AY0450
 AY0450  VERT ORDER  -  FIRST     CLASS II
 AY0450
 AY0450.The horizontal coordinates were scaled from a topographic map and have
 AY0450.an estimated accuracy of +/- 6 seconds.
 AY0450
 AY0450.The orthometric height was determined by differential leveling
 AY0450.and adjusted by the National Geodetic Survey in June 1991..
 AY0450
 AY0450.The geoid height was determined by GEOID03.
 AY0450
 AY0450.The dynamic height is computed by dividing the NAVD 88
 AY0450.geopotential number by the normal gravity value computed on the
 AY0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0450.degrees latitude (g = 980.6199 gals.).
 AY0450
 AY0450.The modeled gravity was interpolated from observed gravity values.
 AY0450
 AY0450;                    North         East    Units  Estimated Accuracy
 AY0450;SPC TXSC     - 4,161,170.      655,570.      MT  (+/- 180 meters Scaled)
 AY0450
 AY0450                          SUPERSEDED SURVEY CONTROL
 AY0450
 AY0450  NGVD 29 (??/??/92)  159.173  (m)          522.22   (f) ADJ UNCH    1 2
 AY0450
 AY0450.Superseded values are not recommended for survey control.
 AY0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0450.See file dsdata.txt to determine how the superseded data were derived.
 AY0450
 AY0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT555398(NAD 83)
 AY0450_MARKER: DB = BENCH MARK DISK
 AY0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0450_STAMPING: F 510 1953
 AY0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0450+STABILITY: SURFACE MOTION
 AY0450
 AY0450  HISTORY     - Date     Condition        Report By
 AY0450  HISTORY     - 1953     MONUMENTED       CGS
 AY0450  HISTORY     - 19861126 MARK NOT FOUND   USGS
 AY0450  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY0450
 AY0450                          STATION DESCRIPTION
 AY0450
 AY0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0450'0.9 MI SW FROM SOUTHTON.
 AY0450'0.9 MILE SOUTHWEST ALONG BLUE WING ROAD FROM THE POST OFFICE AT
 AY0450'SOUTHTON, 30 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 AY0450'23 FEET NORTHWEST OF THE CENTER LINE OF BLUE WING ROAD, 1.8 FEET
 AY0450'SOUTHEAST OF A FENCE, 2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 AY0450'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0450
 AY0450                          STATION RECOVERY (1986)
 AY0450
 AY0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY0450'MARK NOT FOUND.
 AY0450
 AY0450                          STATION RECOVERY (1995)
 AY0450
 AY0450'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0072 ***********************************************************************
 GL0072  DESIGNATION -  F 513
 GL0072  PID         -  GL0072
 GL0072  STATE/COUNTY-  TX/MOORE
 GL0072  USGS QUAD   -  EXUM (1965)
 GL0072
 GL0072                         *CURRENT SURVEY CONTROL
 GL0072  ___________________________________________________________________
 GL0072* NAD 83(1986)-  36 01 34.     (N)    102 11 53.     (W)     SCALED    
 GL0072* NAVD 88     -      1164.144  (meters)    3819.36   (feet)  ADJUSTED  
 GL0072  ___________________________________________________________________
 GL0072  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 GL0072  DYNAMIC HT  -        1162.804 (meters)    3814.97  (feet)  COMP
 GL0072  MODELED GRAV-     979,441.7   (mgal)                       NAVD 88
 GL0072
 GL0072  VERT ORDER  -  SECOND    CLASS 0
 GL0072
 GL0072.The horizontal coordinates were scaled from a topographic map and have
 GL0072.an estimated accuracy of +/- 6 seconds.
 GL0072
 GL0072.The orthometric height was determined by differential leveling
 GL0072.and adjusted by the National Geodetic Survey in June 1991..
 GL0072
 GL0072.The geoid height was determined by GEOID03.
 GL0072
 GL0072.The dynamic height is computed by dividing the NAVD 88
 GL0072.geopotential number by the normal gravity value computed on the
 GL0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0072.degrees latitude (g = 980.6199 gals.).
 GL0072
 GL0072.The modeled gravity was interpolated from observed gravity values.
 GL0072
 GL0072;                    North         East    Units  Estimated Accuracy
 GL0072;SPC TX N     - 1,225,000.      137,080.      MT  (+/- 180 meters Scaled)
 GL0072
 GL0072                          SUPERSEDED SURVEY CONTROL
 GL0072
 GL0072.No superseded survey control is available for this station.
 GL0072
 GL0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV524904(NAD 83)
 GL0072_MARKER: DB = BENCH MARK DISK
 GL0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0072_STAMPING: F 513 1935
 GL0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0072+STABILITY: SURFACE MOTION
 GL0072
 GL0072  HISTORY     - Date     Condition        Report By
 GL0072  HISTORY     - 1935     MONUMENTED       CGS
 GL0072  HISTORY     - 1943     GOOD             NGS
 GL0072
 GL0072                          STATION DESCRIPTION
 GL0072
 GL0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0072'11.2 MI W FROM ETTER.
 GL0072'11.2 MILES WEST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0072'ETTER.  AT EXUM, ABOUT 11 RAILS WEST OF THE GRAIN ELEVATOR.  69.8 FEET
 GL0072'NORTHEAST OF THE EXUM STATION SIGN, 32.3 FEET NORTH OF THE NORTH RAIL
 GL0072'OF THE MAIN TRACK, 16.3 FEET SOUTH OF THE SOUTH RAIL OF THE SIDE
 GL0072'TRACK, 1.5 FEET SOUTH OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0372 ***********************************************************************
 GK0372  DESIGNATION -  F 515
 GK0372  PID         -  GK0372
 GK0372  STATE/COUNTY-  TX/OCHILTREE
 GK0372  USGS QUAD   -  SPEARMAN NE (1973)
 GK0372
 GK0372                         *CURRENT SURVEY CONTROL
 GK0372  ___________________________________________________________________
 GK0372* NAD 83(1986)-  36 11 58.     (N)    101 03 05.     (W)     SCALED    
 GK0372* NAVD 88     -       935.243  (meters)    3068.38   (feet)  ADJUSTED  
 GK0372  ___________________________________________________________________
 GK0372  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 GK0372  DYNAMIC HT  -         934.240 (meters)    3065.09  (feet)  COMP
 GK0372  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 GK0372
 GK0372  VERT ORDER  -  SECOND    CLASS 0
 GK0372
 GK0372.The horizontal coordinates were scaled from a topographic map and have
 GK0372.an estimated accuracy of +/- 6 seconds.
 GK0372
 GK0372.The orthometric height was determined by differential leveling
 GK0372.and adjusted by the National Geodetic Survey in June 1991..
 GK0372.WARNING-Repeat measurements at this control monument indicate possible
 GK0372.vertical movement.
 GK0372
 GK0372.The geoid height was determined by GEOID03.
 GK0372
 GK0372.The dynamic height is computed by dividing the NAVD 88
 GK0372.geopotential number by the normal gravity value computed on the
 GK0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0372.degrees latitude (g = 980.6199 gals.).
 GK0372
 GK0372.The modeled gravity was interpolated from observed gravity values.
 GK0372
 GK0372;                    North         East    Units  Estimated Accuracy
 GK0372;SPC TX N     - 1,244,100.      240,350.      MT  (+/- 180 meters Scaled)
 GK0372
 GK0372                          SUPERSEDED SURVEY CONTROL
 GK0372
 GK0372  NGVD 29 (??/??/92)  934.825  (m)         3067.01   (f) ADJ UNCH    2 0
 GK0372
 GK0372.Superseded values are not recommended for survey control.
 GK0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0372.See file dsdata.txt to determine how the superseded data were derived.
 GK0372
 GK0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF155080(NAD 83)
 GK0372_MARKER: DB = BENCH MARK DISK
 GK0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0372_STAMPING: F 515 1935
 GK0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0372+STABILITY: SURFACE MOTION
 GK0372
 GK0372  HISTORY     - Date     Condition        Report By
 GK0372  HISTORY     - 1935     MONUMENTED       CGS
 GK0372  HISTORY     - 1943     GOOD             NGS
 GK0372  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0372
 GK0372                          STATION DESCRIPTION
 GK0372
 GK0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0372'7.7 MI E FROM SPEARMAN.
 GK0372'IN OCHILTREE COUNTY, 7.7 MILES EAST ALONG A GRADED HIGHWAY FROM THE
 GK0372'COURTHOUSE AT SPEARMAN, HANSFORD COUNTY, 0.6 MILE WEST OF A CONCRETE
 GK0372'BLOCK FARMHOUSE NORTH OF THE HIGHWAY, 0.3 MILE EAST OF A DIRT ROAD
 GK0372'INTERSECTION, 53 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN A
 GK0372'PASTURE, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCELINE. A STANDARD
 GK0372'DISK, STAMPED F 515 1935 AND SET IN THE TOP OF A CONCRETE POST
 GK0372'PROJECTING 3 INCHES ABOVE GROUND.
 GK0372
 GK0372                          STATION RECOVERY (1972)
 GK0372
 GK0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1462 ***********************************************************************
 FL1462  DESIGNATION -  F 516
 FL1462  PID         -  FL1462
 FL1462  STATE/COUNTY-  TX/MOORE
 FL1462  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1462
 FL1462                         *CURRENT SURVEY CONTROL
 FL1462  ___________________________________________________________________
 FL1462* NAD 83(1986)-  35 54 27.     (N)    101 44 24.     (W)     SCALED    
 FL1462* NAVD 88     -      1051.629  (meters)    3450.22   (feet)  ADJUSTED  
 FL1462  ___________________________________________________________________
 FL1462  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 FL1462  DYNAMIC HT  -        1050.432 (meters)    3446.29  (feet)  COMP
 FL1462  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 FL1462
 FL1462  VERT ORDER  -  SECOND    CLASS 0
 FL1462
 FL1462.The horizontal coordinates were scaled from a topographic map and have
 FL1462.an estimated accuracy of +/- 6 seconds.
 FL1462
 FL1462.The orthometric height was determined by differential leveling
 FL1462.and adjusted by the National Geodetic Survey in June 1991..
 FL1462
 FL1462.The geoid height was determined by GEOID03.
 FL1462
 FL1462.The dynamic height is computed by dividing the NAVD 88
 FL1462.geopotential number by the normal gravity value computed on the
 FL1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1462.degrees latitude (g = 980.6199 gals.).
 FL1462
 FL1462.The modeled gravity was interpolated from observed gravity values.
 FL1462
 FL1462;                    North         East    Units  Estimated Accuracy
 FL1462;SPC TX N     - 1,211,640.      178,340.      MT  (+/- 180 meters Scaled)
 FL1462
 FL1462                          SUPERSEDED SURVEY CONTROL
 FL1462
 FL1462  NGVD 29 (??/??/92) 1051.116  (m)         3448.54   (f) ADJ UNCH    2 0
 FL1462
 FL1462.Superseded values are not recommended for survey control.
 FL1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1462.See file dsdata.txt to determine how the superseded data were derived.
 FL1462
 FL1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE527771(NAD 83)
 FL1462_MARKER: DB = BENCH MARK DISK
 FL1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1462_STAMPING: F 516 1935
 FL1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1462+STABILITY: SURFACE MOTION
 FL1462
 FL1462  HISTORY     - Date     Condition        Report By
 FL1462  HISTORY     - 1935     MONUMENTED       CGS
 FL1462  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL1462
 FL1462                          STATION DESCRIPTION
 FL1462
 FL1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1462'15.8 MI NE FROM DUMAS.
 FL1462'TO REACH FROM DUMAS COURTHOUSE GO 2.1 MILES NORTH ALONG STATE HIGHWAY
 FL1462'NO. 9, THENCE 3.7 MILES EAST, THENCE 1.0 MILES NORTH, THENCE 9.0 MILES
 FL1462'EAST, ALONG GRADED ROADS.  AT T ROAD INTERSECTION, 172.4 FEET
 FL1462'NORTHWEST OF NORTHWEST CORNER OF WOODEN BUILDING, 168.3 FEET NORTHWEST
 FL1462'OF STEEL WINDMILL TOWER, 64.3 FEET SOUTHEAST OF ROAD INTERSECTION,
 FL1462'30.2 FEET SOUTH OF CENTERLINE OF ROAD, AND 11.6 FEET EAST OF GATE
 FL1462'POST.
 FL1462
 FL1462                          STATION RECOVERY (1971)
 FL1462
 FL1462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0214 ***********************************************************************
 GL0214  DESIGNATION -  F 517
 GL0214  PID         -  GL0214
 GL0214  STATE/COUNTY-  TX/SHERMAN
 GL0214  USGS QUAD   -  STRATFORD (1964)
 GL0214
 GL0214                         *CURRENT SURVEY CONTROL
 GL0214  ___________________________________________________________________
 GL0214* NAD 83(1993)-  36 16 22.88763(N)    102 02 52.18451(W)     ADJUSTED  
 GL0214* NAVD 88     -      1113.855  (meters)    3654.37   (feet)  ADJUSTED  
 GL0214  ___________________________________________________________________
 GL0214  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 GL0214  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 GL0214  DYNAMIC HT  -        1112.620 (meters)    3650.32  (feet)  COMP
 GL0214  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 GL0214
 GL0214  HORZ ORDER  -  SECOND
 GL0214  VERT ORDER  -  SECOND    CLASS 0
 GL0214
 GL0214.The horizontal coordinates were established by classical geodetic methods
 GL0214.and adjusted by the National Geodetic Survey in February 1996..
 GL0214
 GL0214.The orthometric height was determined by differential leveling
 GL0214.and adjusted by the National Geodetic Survey in June 1991..
 GL0214
 GL0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0214
 GL0214.The geoid height was determined by GEOID03.
 GL0214
 GL0214.The dynamic height is computed by dividing the NAVD 88
 GL0214.geopotential number by the normal gravity value computed on the
 GL0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0214.degrees latitude (g = 980.6199 gals.).
 GL0214
 GL0214.The modeled gravity was interpolated from observed gravity values.
 GL0214
 GL0214;                    North         East     Units Scale Factor Converg.
 GL0214;SPC TX N     - 1,252,309.763   150,775.694   MT  1.00002216   -0 19 03.0
 GL0214;SPC TX N     - 4,108,619.61    494,669.92   sFT  1.00002216   -0 19 03.0
 GL0214;UTM  13      - 4,018,275.597   765,187.496   MT  1.00046657   +1 44 51.4
 GL0214;UTM  14      - 4,018,542.103   226,217.324   MT  1.00052366   -1 48 15.5
 GL0214
 GL0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0214!SPC TX N     -   0.99982922  x   1.00002216  =   0.99985138
 GL0214!UTM  13      -   0.99982922  x   1.00046657  =   1.00029571
 GL0214!UTM  14      -   0.99982922  x   1.00052366  =   1.00035279
 GL0214
 GL0214                          SUPERSEDED SURVEY CONTROL
 GL0214
 GL0214  NAD 83(1993)-  36 16 22.88720(N)    102 02 52.18476(W) AD(       ) 2
 GL0214  NAD 83(1986)-  36 16 22.89819(N)    102 02 52.17371(W) AD(       ) 2
 GL0214  NAD 27      -  36 16 22.78900(N)    102 02 50.53800(W) AD(       ) 2
 GL0214  NGVD 29 (07/19/86) 1113.35   (m)         3652.7    (f) LEVELING    3  
 GL0214
 GL0214.Superseded values are not recommended for survey control.
 GL0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0214.See file dsdata.txt to determine how the superseded data were derived.
 GL0214
 GL0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6518718276(NAD 83)
 GL0214_MARKER: DB = BENCH MARK DISK
 GL0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0214_STAMPING: F 517 1935
 GL0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0214+STABILITY: SURFACE MOTION
 GL0214
 GL0214  HISTORY     - Date     Condition        Report By
 GL0214  HISTORY     - 1953     MONUMENTED       CGS
 GL0214  HISTORY     - 1943     GOOD             NGS
 GL0214  HISTORY     - 1953     GOOD             NGS
 GL0214
 GL0214                          STATION DESCRIPTION
 GL0214
 GL0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GL0214'THE STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY
 GL0214'287.  IT IS ABOUT 4-1/2 MILES AIRLINE SOUTH OF STRATFORD,
 GL0214'ABOUT 1 MILE AIRLINE NORTH OF SATREN, AND ABOUT 10 MILES
 GL0214'AIRLINE EAST-NORTHEAST OF CONLEN.
 GL0214'
 GL0214'THE STATION IS A STANDARD BENCH MARK DISK STAMPED F 517 1935 SET IN
 GL0214'THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 GL0214'IT IS 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 49
 GL0214'FEET EAST OF THE EAST RAIL OF THE RAILROAD.
 GL0214
 GL0214                          STATION RECOVERY (1943)
 GL0214
 GL0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 GL0214'4.9 MI S FROM STRATFORD.
 GL0214'THIS MARK IS ABOUT 4.9 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM
 GL0214'THE STATION AT STRATFORD, SHERMAN COUNTY, 0.7 MILE NORTH OF SATREN
 GL0214'STATION, 96.0 FEET EAST OF MILEPOST 81, 0.25 MILE NORTH OF A ROAD
 GL0214'CROSSING 2.0 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 50.0 FEET WEST
 GL0214'OF THE CENTER LINE OF U.S. HIGHWAY 287, 49.0 FEET EAST OF THE EAST
 GL0214'RAIL, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHWEST
 GL0214'OF A WHITE REFERENCE POST.
 GL0214
 GL0214                          STATION RECOVERY (1953)
 GL0214
 GL0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GL0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0343 ***********************************************************************
 GK0343  DESIGNATION -  F 518
 GK0343  PID         -  GK0343
 GK0343  STATE/COUNTY-  TX/HUTCHINSON
 GK0343  USGS QUAD   -  MORSE (1974)
 GK0343
 GK0343                         *CURRENT SURVEY CONTROL
 GK0343  ___________________________________________________________________
 GK0343* NAD 83(1986)-  36 03 08.     (N)    101 23 27.     (W)     SCALED    
 GK0343* NAVD 88     -       985.919  (meters)    3234.64   (feet)  ADJUSTED  
 GK0343  ___________________________________________________________________
 GK0343  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 GK0343  DYNAMIC HT  -         984.833 (meters)    3231.07  (feet)  COMP
 GK0343  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 GK0343
 GK0343  VERT ORDER  -  SECOND    CLASS 0
 GK0343
 GK0343.The horizontal coordinates were scaled from a topographic map and have
 GK0343.an estimated accuracy of +/- 6 seconds.
 GK0343
 GK0343.The orthometric height was determined by differential leveling
 GK0343.and adjusted by the National Geodetic Survey in June 1991..
 GK0343
 GK0343.The geoid height was determined by GEOID03.
 GK0343
 GK0343.The dynamic height is computed by dividing the NAVD 88
 GK0343.geopotential number by the normal gravity value computed on the
 GK0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0343.degrees latitude (g = 980.6199 gals.).
 GK0343
 GK0343.The modeled gravity was interpolated from observed gravity values.
 GK0343
 GK0343;                    North         East    Units  Estimated Accuracy
 GK0343;SPC TX N     - 1,227,680.      209,840.      MT  (+/- 180 meters Scaled)
 GK0343
 GK0343                          SUPERSEDED SURVEY CONTROL
 GK0343
 GK0343  NGVD 29 (??/??/92)  985.465  (m)         3233.15   (f) ADJ UNCH    2 0
 GK0343
 GK0343.Superseded values are not recommended for survey control.
 GK0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0343.See file dsdata.txt to determine how the superseded data were derived.
 GK0343
 GK0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE846923(NAD 83)
 GK0343_MARKER: DB = BENCH MARK DISK
 GK0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0343_STAMPING: F 518 1935
 GK0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0343+STABILITY: SURFACE MOTION
 GK0343
 GK0343  HISTORY     - Date     Condition        Report By
 GK0343  HISTORY     - 1935     MONUMENTED       CGS
 GK0343  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0343
 GK0343                          STATION DESCRIPTION
 GK0343
 GK0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0343'4.2 MI E FROM MORSE.
 GK0343'IN HUTCHINSON COUNTY, 4.2 MILES EAST ALONG THE SPEARMAN-SUNRAY ROAD
 GK0343'FROM THE CROSSING OF THE CHICAGO, ROCK ISLAND AND GULF RAILWAY, 1.1
 GK0343'MILES SOUTH OF THE STATION AT MORSE, HANSFORD COUNTY, AT A ROAD
 GK0343'INTERSECTION, 110 FEET WEST OF A FENCE, CORNER, 38 FEET NORTH OF THE
 GK0343'CENTERLINE OF THE EAST-AND-WEST ROAD, AND 2 FEET SOUTH OF THE
 GK0343'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 518 1935 AND SET IN
 GK0343'THE TOP OF A CONCRETE POST.
 GK0343
 GK0343                          STATION RECOVERY (1973)
 GK0343
 GK0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0791 ***********************************************************************
 GK0791  DESIGNATION -  F 519
 GK0791  PID         -  GK0791
 GK0791  STATE/COUNTY-  TX/HUTCHINSON
 GK0791  USGS QUAD   -  MORSE SE (1974)
 GK0791
 GK0791                         *CURRENT SURVEY CONTROL
 GK0791  ___________________________________________________________________
 GK0791* NAD 83(1986)-  36 01 10.     (N)    101 20 17.     (W)     SCALED    
 GK0791* NAVD 88     -       985.572  (meters)    3233.50   (feet)  ADJUSTED  
 GK0791  ___________________________________________________________________
 GK0791  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GK0791  DYNAMIC HT  -         984.482 (meters)    3229.92  (feet)  COMP
 GK0791  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 GK0791
 GK0791  VERT ORDER  -  SECOND    CLASS 0
 GK0791
 GK0791.The horizontal coordinates were scaled from a topographic map and have
 GK0791.an estimated accuracy of +/- 6 seconds.
 GK0791
 GK0791.The orthometric height was determined by differential leveling
 GK0791.and adjusted by the National Geodetic Survey in June 1991..
 GK0791
 GK0791.The geoid height was determined by GEOID03.
 GK0791
 GK0791.The dynamic height is computed by dividing the NAVD 88
 GK0791.geopotential number by the normal gravity value computed on the
 GK0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0791.degrees latitude (g = 980.6199 gals.).
 GK0791
 GK0791.The modeled gravity was interpolated from observed gravity values.
 GK0791
 GK0791;                    North         East    Units  Estimated Accuracy
 GK0791;SPC TX N     - 1,224,050.      214,600.      MT  (+/- 180 meters Scaled)
 GK0791
 GK0791                          SUPERSEDED SURVEY CONTROL
 GK0791
 GK0791  NGVD 29 (??/??/92)  985.113  (m)         3231.99   (f) ADJ UNCH    2 0
 GK0791
 GK0791.Superseded values are not recommended for survey control.
 GK0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0791.See file dsdata.txt to determine how the superseded data were derived.
 GK0791
 GK0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE893886(NAD 83)
 GK0791_MARKER: DB = BENCH MARK DISK
 GK0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0791_STAMPING: F 519 1935
 GK0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0791+STABILITY: SURFACE MOTION
 GK0791
 GK0791  HISTORY     - Date     Condition        Report By
 GK0791  HISTORY     - 1935     MONUMENTED       CGS
 GK0791  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0791
 GK0791                          STATION DESCRIPTION
 GK0791
 GK0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0791'15.2 MI NE FROM STINNETT.
 GK0791'15.2 MILES NORTHEAST ALONG STATE HIGHWAY 117 FROM THE COUNTY
 GK0791'COURTHOUSE AT STINNETT, 2.9 MILES SOUTHWEST OF THE HUTCHINSON-BANSFORD
 GK0791'COUNTY LINE, 1.5 MILES SOUTHWEST OF THE FOUR WAY STORE, 84 FEET SOUTH
 GK0791'OF THE CENTERLINE OF THE HIGHWAY, AND 36.8 FEET NORTH OF A FENCE
 GK0791'CORNER.  A STANDARD DISK, STAMPED F 519 1935 AND SET IN THE TOP OF A
 GK0791'CONCRETE POST.  NOTE-- RD. CONSTR. IN AREA.
 GK0791
 GK0791                          STATION RECOVERY (1973)
 GK0791
 GK0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1246 ***********************************************************************
 AW1246  DESIGNATION -  F 52
 AW1246  PID         -  AW1246
 AW1246  STATE/COUNTY-  TX/BRAZORIA
 AW1246  USGS QUAD   -  SWEENY (1972)
 AW1246
 AW1246                         *CURRENT SURVEY CONTROL
 AW1246  ___________________________________________________________________
 AW1246* NAD 83(1986)-  29 02 25.     (N)    095 39 10.     (W)     SCALED    
 AW1246* NAVD 88     -         7.03   (+/-2cm)      23.1    (feet)  VERTCON   
 AW1246  ___________________________________________________________________
 AW1246  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW1246
 AW1246  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1246
 AW1246.The horizontal coordinates were scaled from a topographic map and have
 AW1246.an estimated accuracy of +/- 6 seconds.
 AW1246
 AW1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1246.The vertical order pertains to the NGVD 29 superseded value.
 AW1246
 AW1246.The geoid height was determined by GEOID03.
 AW1246
 AW1246;                    North         East    Units  Estimated Accuracy
 AW1246;SPC TXSC     - 4,138,430.      925,940.      MT  (+/- 180 meters Scaled)
 AW1246
 AW1246                          SUPERSEDED SURVEY CONTROL
 AW1246
 AW1246  NGVD 29 (??/??/92)    7.046  (m)           23.12   (f) ADJ UNCH    1 2
 AW1246
 AW1246.Superseded values are not recommended for survey control.
 AW1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1246.See file dsdata.txt to determine how the superseded data were derived.
 AW1246
 AW1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN416153(NAD 83)
 AW1246_MARKER: DB = BENCH MARK DISK
 AW1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1246_STAMPING: F 52 1918 ELEV 23.268 FT
 AW1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1246+STABILITY: SURFACE MOTION
 AW1246
 AW1246  HISTORY     - Date     Condition        Report By
 AW1246  HISTORY     - 1918     MONUMENTED       CGS
 AW1246  HISTORY     - 1967     MARK NOT FOUND   NGS
 AW1246  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW1246  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1246
 AW1246                          STATION DESCRIPTION
 AW1246
 AW1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AW1246'2.8 MI E FROM SWEENY.
 AW1246'2.8 MILES EAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AW1246'FROM THE STATION AT SWEENY, AT THE ABANDONED STATION SITE AT EL
 AW1246'BERNARDO, 89 FEET SOUTH OF THE 2ND POLE WEST OF MILEPOST 303/20, 0.2
 AW1246'MILE WEST OF A ROAD CROSSING, 0.1 MILE EAST OF A SHELL ROAD LEADING
 AW1246'SOUTHWEST, 87.6 FEET EAST OF A FENCE CORNER, 73 FEET EAST OF THE
 AW1246'CENTER OF A WIRE GATE, 32.8 FEET NORTH OF THE CENTER LINE OF AN EAST
 AW1246'AND WEST SHELL ROAD, 40 FEET SOUTH OF THE SOUTH RAIL, 1.6 FEET SOUTH
 AW1246'OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 AW1246'CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 AW1246
 AW1246                          STATION RECOVERY (1972)
 AW1246
 AW1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW1246'MARK NOT FOUND.
 AW1246
 AW1246                          STATION RECOVERY (1978)
 AW1246
 AW1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1246'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1195 ***********************************************************************
 AY1195  DESIGNATION -  F 520
 AY1195  PID         -  AY1195
 AY1195  STATE/COUNTY-  TX/MEDINA
 AY1195  USGS QUAD   -  TWIN HOLLOW (1969)
 AY1195
 AY1195                         *CURRENT SURVEY CONTROL
 AY1195  ___________________________________________________________________
 AY1195* NAD 83(1986)-  29 34 59.     (N)    099 14 48.     (W)     SCALED    
 AY1195* NAVD 88     -       368.130  (meters)    1207.77   (feet)  POSTED    
 AY1195  ___________________________________________________________________
 AY1195  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AY1195  DYNAMIC HT  -         367.590 (meters)    1206.00  (feet)  COMP
 AY1195  MODELED GRAV-     979,159.7   (mgal)                       NAVD 88
 AY1195
 AY1195  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1195
 AY1195.The horizontal coordinates were scaled from a topographic map and have
 AY1195.an estimated accuracy of +/- 6 seconds.
 AY1195
 AY1195.The orthometric height was determined by differential leveling
 AY1195.and adjusted by the National Geodetic Survey in 1992..
 AY1195.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1195.rate of 0.0 thru 1.0 mm/km.
 AY1195
 AY1195.The geoid height was determined by GEOID03.
 AY1195
 AY1195.The dynamic height is computed by dividing the NAVD 88
 AY1195.geopotential number by the normal gravity value computed on the
 AY1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1195.degrees latitude (g = 980.6199 gals.).
 AY1195
 AY1195.The modeled gravity was interpolated from observed gravity values.
 AY1195
 AY1195;                    North         East    Units  Estimated Accuracy
 AY1195;SPC TXSC     - 4,193,940.      576,100.      MT  (+/- 180 meters Scaled)
 AY1195
 AY1195                          SUPERSEDED SURVEY CONTROL
 AY1195
 AY1195  NGVD 29 (??/??/92)  367.990  (m)         1207.31   (f) ADJ UNCH    2 0
 AY1195
 AY1195.Superseded values are not recommended for survey control.
 AY1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1195.See file dsdata.txt to determine how the superseded data were derived.
 AY1195
 AY1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT761726(NAD 83)
 AY1195_MARKER: DB = BENCH MARK DISK
 AY1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1195_STAMPING: F 520 1953
 AY1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1195+STABILITY: SURFACE MOTION
 AY1195
 AY1195  HISTORY     - Date     Condition        Report By
 AY1195  HISTORY     - 1953     MONUMENTED       CGS
 AY1195  HISTORY     - 1969     GOOD             USGS
 AY1195  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1195  HISTORY     - 19950518 MARK NOT FOUND   USPSQD
 AY1195  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 AY1195  HISTORY     - 20040124 MARK NOT FOUND   USPSQD
 AY1195
 AY1195                          STATION DESCRIPTION
 AY1195
 AY1195'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AY1195'5.9 MI SE FROM TARPLEY.
 AY1195'5.9 MILES SOUTHEAST ALONG FARM ROAD 462 FROM THE POST OFFICE AT
 AY1195'TARPLEY, AT THE EAST EDGE OF A GROVE OF TREES, 42 FEET SOUTH AND 70
 AY1195'FEET WEST OF THE CENTER LINE OF THE FARM ROAD OPPOSITE A FENCE TO THE
 AY1195'EAST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.5 FOOT
 AY1195'ABOVE GROUND.
 AY1195
 AY1195                          STATION RECOVERY (1995)
 AY1195
 AY1195'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1195'MARK NOT FOUND.
 AY1195
 AY1195                          STATION RECOVERY (1995)
 AY1195
 AY1195'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1195'MARK NOT FOUND.
 AY1195
 AY1195                          STATION RECOVERY (2003)
 AY1195
 AY1195'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1195'INACCESSIBLE
 AY1195
 AY1195                          STATION RECOVERY (2004)
 AY1195
 AY1195'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 AY1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1425 ***********************************************************************
 FL1425  DESIGNATION -  F 521
 FL1425  PID         -  FL1425
 FL1425  STATE/COUNTY-  TX/HUTCHINSON
 FL1425  USGS QUAD   -  POLLARD CREEK NE (1974)
 FL1425
 FL1425                         *CURRENT SURVEY CONTROL
 FL1425  ___________________________________________________________________
 FL1425* NAD 83(1986)-  35 57 54.     (N)    101 36 54.     (W)     SCALED    
 FL1425* NAVD 88     -      1015.087  (meters)    3330.33   (feet)  ADJUSTED  
 FL1425  ___________________________________________________________________
 FL1425  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 FL1425  DYNAMIC HT  -        1013.949 (meters)    3326.60  (feet)  COMP
 FL1425  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 FL1425
 FL1425  VERT ORDER  -  SECOND    CLASS 0
 FL1425
 FL1425.The horizontal coordinates were scaled from a topographic map and have
 FL1425.an estimated accuracy of +/- 6 seconds.
 FL1425
 FL1425.The orthometric height was determined by differential leveling
 FL1425.and adjusted by the National Geodetic Survey in June 1991..
 FL1425
 FL1425.The geoid height was determined by GEOID03.
 FL1425
 FL1425.The dynamic height is computed by dividing the NAVD 88
 FL1425.geopotential number by the normal gravity value computed on the
 FL1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1425.degrees latitude (g = 980.6199 gals.).
 FL1425
 FL1425.The modeled gravity was interpolated from observed gravity values.
 FL1425
 FL1425;                    North         East    Units  Estimated Accuracy
 FL1425;SPC TX N     - 1,218,000.      189,630.      MT  (+/- 180 meters Scaled)
 FL1425
 FL1425                          SUPERSEDED SURVEY CONTROL
 FL1425
 FL1425  NGVD 29 (??/??/92) 1014.598  (m)         3328.73   (f) ADJ UNCH    2 0
 FL1425
 FL1425.Superseded values are not recommended for survey control.
 FL1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1425.See file dsdata.txt to determine how the superseded data were derived.
 FL1425
 FL1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE641832(NAD 83)
 FL1425_MARKER: DB = BENCH MARK DISK
 FL1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1425_STAMPING: F 521 1935
 FL1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1425+STABILITY: SURFACE MOTION
 FL1425
 FL1425  HISTORY     - Date     Condition        Report By
 FL1425  HISTORY     - 1935     MONUMENTED       CGS
 FL1425  HISTORY     - 1952     GOOD             NGS
 FL1425
 FL1425                          STATION DESCRIPTION
 FL1425
 FL1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL1425'9.8 MI W FROM PRINGLE.
 FL1425'9.8 MILES WEST ALONG FARM ROAD 1598 FROM ITS JUNCTION WITH FARM ROAD
 FL1425'278 AT PRINGLE, 225 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOST
 FL1425'WESTERLY ONE OF A ROW OF SMALL HOUSES WHICH BELONG TO THE SHAMROCK OIL
 FL1425'COMPANY, 112 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 48 FEET
 FL1425'SOUTH OF A PIPE LINE, 23 FEET WEST OF THE CENTER LINE OF A ROAD
 FL1425'LEADING SOUTH, 3.5 FEET EAST OF A FENCE, 1.7 FEET NORTH OF A WITNESS
 FL1425'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 FL1425'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0806 ***********************************************************************
 AY0806  DESIGNATION -  F 524
 AY0806  PID         -  AY0806
 AY0806  STATE/COUNTY-  TX/BEXAR
 AY0806  USGS QUAD   -  TERRELL WELLS (1992)
 AY0806
 AY0806                         *CURRENT SURVEY CONTROL
 AY0806  ___________________________________________________________________
 AY0806* NAD 83(1986)-  29 15 58.     (N)    098 33 01.     (W)     SCALED    
 AY0806* NAVD 88     -       179.238  (meters)     588.05   (feet)  ADJUSTED  
 AY0806  ___________________________________________________________________
 AY0806  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AY0806  DYNAMIC HT  -         178.979 (meters)     587.20  (feet)  COMP
 AY0806  MODELED GRAV-     979,194.5   (mgal)                       NAVD 88
 AY0806
 AY0806  VERT ORDER  -  FIRST     CLASS II
 AY0806
 AY0806.The horizontal coordinates were scaled from a topographic map and have
 AY0806.an estimated accuracy of +/- 6 seconds.
 AY0806
 AY0806.The orthometric height was determined by differential leveling
 AY0806.and adjusted by the National Geodetic Survey in June 1991..
 AY0806
 AY0806.The geoid height was determined by GEOID03.
 AY0806
 AY0806.The dynamic height is computed by dividing the NAVD 88
 AY0806.geopotential number by the normal gravity value computed on the
 AY0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0806.degrees latitude (g = 980.6199 gals.).
 AY0806
 AY0806.The modeled gravity was interpolated from observed gravity values.
 AY0806
 AY0806;                    North         East    Units  Estimated Accuracy
 AY0806;SPC TXSC     - 4,158,870.      643,700.      MT  (+/- 180 meters Scaled)
 AY0806
 AY0806                          SUPERSEDED SURVEY CONTROL
 AY0806
 AY0806  NGVD 29 (??/??/92)  179.142  (m)          587.74   (f) ADJ UNCH    1 2
 AY0806
 AY0806.Superseded values are not recommended for survey control.
 AY0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0806.See file dsdata.txt to determine how the superseded data were derived.
 AY0806
 AY0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT436375(NAD 83)
 AY0806_MARKER: DB = BENCH MARK DISK
 AY0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0806_STAMPING: F 524 1953
 AY0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0806+STABILITY: SURFACE MOTION
 AY0806
 AY0806  HISTORY     - Date     Condition        Report By
 AY0806  HISTORY     - 1953     MONUMENTED       CGS
 AY0806  HISTORY     - 1957     GOOD             DOD
 AY0806  HISTORY     - 1985     GOOD             LOCSUR
 AY0806  HISTORY     - 19950601 GOOD             USPSQD
 AY0806
 AY0806                          STATION DESCRIPTION
 AY0806
 AY0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0806'6.1 MI S FROM SAN ANTONIO.
 AY0806'4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 346 (PALO ALTO ROAD) FROM ITS
 AY0806'INTERSECTION WITH CHAVANAUX ROAD AT SAN ANTONIO, THENCE 1.5 MILES EAST
 AY0806'ALONG WATSON ROAD, AT AN INTERSECTION WITH APPLEWHITE ROAD, 85 FEET
 AY0806'WEST OF THE CENTER LINE OF APPLEWHITE ROAD, 20 FEET SOUTH OF THE
 AY0806'CENTER LINE OF WATSON ROAD, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A
 AY0806'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY0806'FOOT ABOVE THE GROUND.
 AY0806
 AY0806                          STATION RECOVERY (1957)
 AY0806
 AY0806'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0806'RECOVERED IN GOOD CONDITION.
 AY0806
 AY0806                          STATION RECOVERY (1985)
 AY0806
 AY0806'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 AY0806'SOUTHWEST CORNER OF APPLEWHITE ROAD AND WATSON ROAD.
 AY0806
 AY0806                          STATION RECOVERY (1995)
 AY0806
 AY0806'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0627 ***********************************************************************
 AY0627  DESIGNATION -  F 525
 AY0627  PID         -  AY0627
 AY0627  STATE/COUNTY-  TX/BEXAR
 AY0627  USGS QUAD   -  CULEBRA HILL (1993)
 AY0627
 AY0627                         *CURRENT SURVEY CONTROL
 AY0627  ___________________________________________________________________
 AY0627* NAD 83(1986)-  29 23 38.     (N)    098 42 37.     (W)     SCALED    
 AY0627* NAVD 88     -       241.815  (meters)     793.35   (feet)  POSTED    
 AY0627  ___________________________________________________________________
 AY0627  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AY0627  DYNAMIC HT  -         241.460 (meters)     792.19  (feet)  COMP
 AY0627  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 AY0627
 AY0627  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0627
 AY0627.The horizontal coordinates were scaled from a topographic map and have
 AY0627.an estimated accuracy of +/- 6 seconds.
 AY0627
 AY0627.The orthometric height was determined by differential leveling
 AY0627.and adjusted by the National Geodetic Survey in 1992..
 AY0627.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0627.rate of 0.0 thru 1.0 mm/km.
 AY0627
 AY0627.The geoid height was determined by GEOID03.
 AY0627
 AY0627.The dynamic height is computed by dividing the NAVD 88
 AY0627.geopotential number by the normal gravity value computed on the
 AY0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0627.degrees latitude (g = 980.6199 gals.).
 AY0627
 AY0627.The modeled gravity was interpolated from observed gravity values.
 AY0627
 AY0627;                    North         East    Units  Estimated Accuracy
 AY0627;SPC TXSC     - 4,172,990.      628,120.      MT  (+/- 180 meters Scaled)
 AY0627
 AY0627                          SUPERSEDED SURVEY CONTROL
 AY0627
 AY0627  NGVD 29 (??/??/92)  241.707  (m)          793.00   (f) ADJ UNCH    1 2
 AY0627
 AY0627.Superseded values are not recommended for survey control.
 AY0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0627.See file dsdata.txt to determine how the superseded data were derived.
 AY0627
 AY0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT281516(NAD 83)
 AY0627_MARKER: DB = BENCH MARK DISK
 AY0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0627_STAMPING: F 525 1953
 AY0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0627+STABILITY: SURFACE MOTION
 AY0627
 AY0627  HISTORY     - Date     Condition        Report By
 AY0627  HISTORY     - 1953     MONUMENTED       CGS
 AY0627  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY0627
 AY0627                          STATION DESCRIPTION
 AY0627
 AY0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0627'6.2 MI NW FROM SAN ANTONIO.
 AY0627'5.2 MILES WEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH LOOP 13
 AY0627'(MILITARY DRIVE) AT SAN ANTONIO, THENCE 1.0 MILE NORTH ALONG CAGNON
 AY0627'ROAD, AT THE FOOT OF A SMALL HILL, 18 FEET WEST OF THE CENTER LINE OF
 AY0627'THE ROAD, 2 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET
 AY0627'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AY0627'GROUND.
 AY0627
 AY0627                          STATION RECOVERY (1999)
 AY0627
 AY0627'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0382 ***********************************************************************
 GK0382  DESIGNATION -  F 526
 GK0382  PID         -  GK0382
 GK0382  STATE/COUNTY-  TX/OCHILTREE
 GK0382  USGS QUAD   -  SPEARMAN SE (1973)
 GK0382
 GK0382                         *CURRENT SURVEY CONTROL
 GK0382  ___________________________________________________________________
 GK0382* NAD 83(1986)-  36 06 43.     (N)    101 03 21.     (W)     SCALED    
 GK0382* NAVD 88     -       936.535  (meters)    3072.62   (feet)  ADJUSTED  
 GK0382  ___________________________________________________________________
 GK0382  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GK0382  DYNAMIC HT  -         935.522 (meters)    3069.29  (feet)  COMP
 GK0382  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 GK0382
 GK0382  VERT ORDER  -  SECOND    CLASS 0
 GK0382
 GK0382.The horizontal coordinates were scaled from a topographic map and have
 GK0382.an estimated accuracy of +/- 6 seconds.
 GK0382
 GK0382.The orthometric height was determined by differential leveling
 GK0382.and adjusted by the National Geodetic Survey in June 1991..
 GK0382
 GK0382.The geoid height was determined by GEOID03.
 GK0382
 GK0382.The dynamic height is computed by dividing the NAVD 88
 GK0382.geopotential number by the normal gravity value computed on the
 GK0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0382.degrees latitude (g = 980.6199 gals.).
 GK0382
 GK0382.The modeled gravity was interpolated from observed gravity values.
 GK0382
 GK0382;                    North         East    Units  Estimated Accuracy
 GK0382;SPC TX N     - 1,234,390.      239,990.      MT  (+/- 180 meters Scaled)
 GK0382
 GK0382                          SUPERSEDED SURVEY CONTROL
 GK0382
 GK0382  NGVD 29 (??/??/92)  936.116  (m)         3071.24   (f) ADJ UNCH    2 0
 GK0382
 GK0382.Superseded values are not recommended for survey control.
 GK0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0382.See file dsdata.txt to determine how the superseded data were derived.
 GK0382
 GK0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE149983(NAD 83)
 GK0382_MARKER: DB = BENCH MARK DISK
 GK0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0382_STAMPING: F 526 1935
 GK0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0382+STABILITY: SURFACE MOTION
 GK0382
 GK0382  HISTORY     - Date     Condition        Report By
 GK0382  HISTORY     - 1935     MONUMENTED       CGS
 GK0382  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0382
 GK0382                          STATION DESCRIPTION
 GK0382
 GK0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0382'13.7 MI SE FROM SPEARMAN.
 GK0382'IN OCHILTREE COUNTY, 13.7 MILES SOUTHEAST OF SPEARMAN, HANSFORD
 GK0382'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE COURTHOUSE BY GOING
 GK0382'7.4 MILES EAST AND 6.3 MILES SOUTH ALONG GRADED ROADS, 26.6 FEET EAST
 GK0382'OF THE CENTERLINE OF THE ROAD, 10.2 FEET SOUTH OF A LINE FENCE LEADING
 GK0382'EAST, AND 0.6 FOOT WEST OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK,
 GK0382'STAMPED F 526 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0382
 GK0382                          STATION RECOVERY (1973)
 GK0382
 GK0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0139 ***********************************************************************
 GK0139  DESIGNATION -  F 527
 GK0139  PID         -  GK0139
 GK0139  STATE/COUNTY-  TX/OCHILTREE
 GK0139  USGS QUAD   -  SOURDOUGH CREEK NW (1973)
 GK0139
 GK0139                         *CURRENT SURVEY CONTROL
 GK0139  ___________________________________________________________________
 GK0139* NAD 83(1986)-  36 07 48.     (N)    100 56 45.     (W)     SCALED    
 GK0139* NAVD 88     -       926.279  (meters)    3038.97   (feet)  ADJUSTED  
 GK0139  ___________________________________________________________________
 GK0139  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GK0139  DYNAMIC HT  -         925.285 (meters)    3035.71  (feet)  COMP
 GK0139  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 GK0139
 GK0139  VERT ORDER  -  SECOND    CLASS 0
 GK0139
 GK0139.The horizontal coordinates were scaled from a topographic map and have
 GK0139.an estimated accuracy of +/- 6 seconds.
 GK0139
 GK0139.The orthometric height was determined by differential leveling
 GK0139.and adjusted by the National Geodetic Survey in June 1991..
 GK0139
 GK0139.The geoid height was determined by GEOID03.
 GK0139
 GK0139.The dynamic height is computed by dividing the NAVD 88
 GK0139.geopotential number by the normal gravity value computed on the
 GK0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0139.degrees latitude (g = 980.6199 gals.).
 GK0139
 GK0139.The modeled gravity was interpolated from observed gravity values.
 GK0139
 GK0139;                    North         East    Units  Estimated Accuracy
 GK0139;SPC TX N     - 1,236,440.      249,880.      MT  (+/- 180 meters Scaled)
 GK0139
 GK0139                          SUPERSEDED SURVEY CONTROL
 GK0139
 GK0139  NGVD 29 (??/??/92)  925.877  (m)         3037.65   (f) ADJ UNCH    2 0
 GK0139
 GK0139.Superseded values are not recommended for survey control.
 GK0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0139.See file dsdata.txt to determine how the superseded data were derived.
 GK0139
 GK0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF249001(NAD 83)
 GK0139_MARKER: DB = BENCH MARK DISK
 GK0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0139_STAMPING: F 527 1935
 GK0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0139+STABILITY: SURFACE MOTION
 GK0139
 GK0139  HISTORY     - Date     Condition        Report By
 GK0139  HISTORY     - 1935     MONUMENTED       CGS
 GK0139  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0139
 GK0139                          STATION DESCRIPTION
 GK0139
 GK0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0139'9.3 MI S FROM FARNSWORTH.
 GK0139'9.3 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 GK0139'FARNSWORTH, THENCE 1.0 MILE EAST AND 3.9 MILES SOUTH ALONG GRADED
 GK0139'ROADS.  2.8 MILES SOUTH OF A PHILLIPS PIPE LINE CO. PUMPING STATION,
 GK0139'1.5 MILES NORTH OF A ROAD JUNCTION, 140 FEET SOUTHEAST OF THE
 GK0139'SOUTHEAST CORNER OF A LARGE RED WHEAT-BIN, 37.4 FEET WEST OF THE
 GK0139'CENTERLINE OF THE ROAD, AND 7.4 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 GK0139'STANDARD DISK, STAMPED F 527 1935 AND SET IN THE TOP OF A CONCRETE
 GK0139'POST.
 GK0139
 GK0139                          STATION RECOVERY (1973)
 GK0139
 GK0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0326 ***********************************************************************
 FM0326  DESIGNATION -  F 528
 FM0326  PID         -  FM0326
 FM0326  STATE/COUNTY-  TX/POTTER
 FM0326  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0326
 FM0326                         *CURRENT SURVEY CONTROL
 FM0326  ___________________________________________________________________
 FM0326* NAD 83(1986)-  35 16 16.     (N)    102 01 47.     (W)     SCALED    
 FM0326* NAVD 88     -      1064.603  (meters)    3492.78   (feet)  ADJUSTED  
 FM0326  ___________________________________________________________________
 FM0326  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 FM0326  DYNAMIC HT  -        1063.337 (meters)    3488.63  (feet)  COMP
 FM0326  MODELED GRAV-     979,408.9   (mgal)                       NAVD 88
 FM0326
 FM0326  VERT ORDER  -  SECOND    CLASS 0
 FM0326
 FM0326.The horizontal coordinates were scaled from a topographic map and have
 FM0326.an estimated accuracy of +/- 6 seconds.
 FM0326
 FM0326.The orthometric height was determined by differential leveling
 FM0326.and adjusted by the National Geodetic Survey in June 1991..
 FM0326
 FM0326.The geoid height was determined by GEOID03.
 FM0326
 FM0326.The dynamic height is computed by dividing the NAVD 88
 FM0326.geopotential number by the normal gravity value computed on the
 FM0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0326.degrees latitude (g = 980.6199 gals.).
 FM0326
 FM0326.The modeled gravity was interpolated from observed gravity values.
 FM0326
 FM0326;                    North         East    Units  Estimated Accuracy
 FM0326;SPC TX N     - 1,141,140.      151,810.      MT  (+/- 180 meters Scaled)
 FM0326
 FM0326                          SUPERSEDED SURVEY CONTROL
 FM0326
 FM0326  NGVD 29 (??/??/92) 1064.120  (m)         3491.20   (f) ADJ UNCH    2 0
 FM0326
 FM0326.Superseded values are not recommended for survey control.
 FM0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0326.See file dsdata.txt to determine how the superseded data were derived.
 FM0326
 FM0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV701071(NAD 83)
 FM0326_MARKER: DB = BENCH MARK DISK
 FM0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0326_STAMPING: F-528 1935
 FM0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0326+STABILITY: SURFACE MOTION
 FM0326
 FM0326  HISTORY     - Date     Condition        Report By
 FM0326  HISTORY     - 1935     MONUMENTED       CGS
 FM0326  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0326
 FM0326                          STATION DESCRIPTION
 FM0326
 FM0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0326'14.7 MI NW FROM AMARILLO.
 FM0326'TO REACH BENCHMARK GO 7.6 MILES NORTHWEST ALONG FW AND D RAILROAD
 FM0326'THENCE 1.3 MILES WEST ALONG GRADED ROAD, THENCE 0.4 MILE SOUTH, THENCE
 FM0326'5.4 MILES SOUTH.  BENCHMARK IS SET WHERE ROAD ENTERS LARGE FLAT AREA.
 FM0326'BEING 33.0 FEET NORTH OF CENTER-LINE OF ROAD, AND 2.0 FEET SOUTH OF
 FM0326'THE NORTH RIGHT OF WAY FENCE.  NOTE-- HIGHWAY REBUILT.
 FM0326
 FM0326                          STATION RECOVERY (1966)
 FM0326
 FM0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0697 ***********************************************************************
 FL0697  DESIGNATION -  F 529
 FL0697  PID         -  FL0697
 FL0697  STATE/COUNTY-  TX/HUTCHINSON
 FL0697  USGS QUAD   -  PHILLIPS (1978)
 FL0697
 FL0697                         *CURRENT SURVEY CONTROL
 FL0697  ___________________________________________________________________
 FL0697* NAD 83(1986)-  35 41 17.     (N)    101 22 12.     (W)     SCALED    
 FL0697* NAVD 88     -       929.057  (meters)    3048.08   (feet)  ADJUSTED  
 FL0697  ___________________________________________________________________
 FL0697  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 FL0697  DYNAMIC HT  -         928.016 (meters)    3044.67  (feet)  COMP
 FL0697  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 FL0697
 FL0697  VERT ORDER  -  SECOND    CLASS 0
 FL0697
 FL0697.The horizontal coordinates were scaled from a topographic map and have
 FL0697.an estimated accuracy of +/- 6 seconds.
 FL0697
 FL0697.The orthometric height was determined by differential leveling
 FL0697.and adjusted by the National Geodetic Survey in June 1991..
 FL0697
 FL0697.The geoid height was determined by GEOID03.
 FL0697
 FL0697.The dynamic height is computed by dividing the NAVD 88
 FL0697.geopotential number by the normal gravity value computed on the
 FL0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0697.degrees latitude (g = 980.6199 gals.).
 FL0697
 FL0697.The modeled gravity was interpolated from observed gravity values.
 FL0697
 FL0697;                    North         East    Units  Estimated Accuracy
 FL0697;SPC TX N     - 1,187,280.      211,770.      MT  (+/- 180 meters Scaled)
 FL0697
 FL0697                          SUPERSEDED SURVEY CONTROL
 FL0697
 FL0697  NGVD 29 (??/??/92)  928.610  (m)         3046.61   (f) ADJ UNCH    2 0
 FL0697
 FL0697.Superseded values are not recommended for survey control.
 FL0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0697.See file dsdata.txt to determine how the superseded data were derived.
 FL0697
 FL0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE855519(NAD 83)
 FL0697_MARKER: DB = BENCH MARK DISK
 FL0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0697_STAMPING: F 529 1935
 FL0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0697+STABILITY: SURFACE MOTION
 FL0697
 FL0697  HISTORY     - Date     Condition        Report By
 FL0697  HISTORY     - 1935     MONUMENTED       CGS
 FL0697
 FL0697                          STATION DESCRIPTION
 FL0697
 FL0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0697'0.3 MI N FROM BORGER.
 FL0697'0.3 MILE NORTH ALONG A ROAD FROM THE POST OFFICE AT BORGER, THENCE 1.5
 FL0697'MILES EAST ALONG A GRADED ROAD.  DIRECTLY SOUTH OF THE PANHANDLE AND
 FL0697'SANTA FE RAILWAY, AT THE SLOPE OF A LONG HILL, 105 FEET NORTH OF THE
 FL0697'CENTER OF A ROAD INTERSECTION, 72.6 FEET EAST OF THE CENTERLINE OF THE
 FL0697'NORTH-AND-SOUTH ROAD, 52.6 FEET NORTH OF THE CENTERLINE OF THE
 FL0697'EAST-AND-WEST ROAD, AND NEAR A POLE.  A STANDARD DISK, STAMPED F 529
 FL0697'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1170 ***********************************************************************
 AW1170  DESIGNATION -  F 53
 AW1170  PID         -  AW1170
 AW1170  STATE/COUNTY-  TX/BRAZORIA
 AW1170  USGS QUAD   -  ANGLETON (1974)
 AW1170
 AW1170                         *CURRENT SURVEY CONTROL
 AW1170  ___________________________________________________________________
 AW1170* NAD 83(1986)-  29 10 40.     (N)    095 24 07.     (W)     SCALED    
 AW1170* NAVD 88     -         7.42   (+/-2cm)      24.3    (feet)  VERTCON   
 AW1170  ___________________________________________________________________
 AW1170  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW1170
 AW1170  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1170
 AW1170.The horizontal coordinates were scaled from a topographic map and have
 AW1170.an estimated accuracy of +/- 6 seconds.
 AW1170
 AW1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1170.The vertical order pertains to the NGVD 29 superseded value.
 AW1170
 AW1170.The geoid height was determined by GEOID03.
 AW1170
 AW1170;                    North         East    Units  Estimated Accuracy
 AW1170;SPC TXSC     - 4,154,380.      949,890.      MT  (+/- 180 meters Scaled)
 AW1170
 AW1170                          SUPERSEDED SURVEY CONTROL
 AW1170
 AW1170  NGVD 29 (??/??/92)    7.425  (m)           24.36   (f) ADJ UNCH    1 1
 AW1170
 AW1170.Superseded values are not recommended for survey control.
 AW1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1170.See file dsdata.txt to determine how the superseded data were derived.
 AW1170
 AW1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN664300(NAD 83)
 AW1170_MARKER: DB = BENCH MARK DISK
 AW1170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1170_SP_SET: CULVERT
 AW1170_STAMPING: F 53 1918 ELEV. 24.806 FT.
 AW1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1170
 AW1170  HISTORY     - Date     Condition        Report By
 AW1170  HISTORY     - 1918     MONUMENTED       CGS
 AW1170  HISTORY     - 1973     GOOD             NGS
 AW1170  HISTORY     - 1978     GOOD             NGS
 AW1170  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1170  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW1170  HISTORY     - 20030426 MARK NOT FOUND   USPSQD
 AW1170
 AW1170                          STATION DESCRIPTION
 AW1170
 AW1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1170'2.3 MI NE FROM ANGLETON.
 AW1170'2.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1170'STATION AT ANGLETON, 0.5 MILE NORTHEAST OF MILEPOLE 322, IN THE TOP OF
 AW1170'THE SOUTHEAST CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT, 3.5 FEET
 AW1170'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL, 8.4 FEET SOUTHEAST OF
 AW1170'THE SOUTHEAST RAIL, 74 FEET NORTHWEST OF THE CENTER LINE OF COUNTY
 AW1170'ROAD 171, AND ABOUT 4 FEET LOWER THAN THE TRACK.  NOTE-- DISK SLANTING
 AW1170'THE ROD WAS HELD OVER THE LETTERS GE IN GEODETIC.
 AW1170
 AW1170                          STATION RECOVERY (1978)
 AW1170
 AW1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1170'RECOVERED IN GOOD CONDITION.
 AW1170
 AW1170                          STATION RECOVERY (1988)
 AW1170
 AW1170'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW1170'MARK NOT FOUND.
 AW1170
 AW1170                          STATION RECOVERY (1997)
 AW1170
 AW1170'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1170'MARK NOT FOUND.
 AW1170
 AW1170                          STATION RECOVERY (2003)
 AW1170
 AW1170'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0384 ***********************************************************************
 FM0384  DESIGNATION -  F 531
 FM0384  PID         -  FM0384
 FM0384  STATE/COUNTY-  TX/OLDHAM
 FM0384  USGS QUAD   -  ALAMOCITOS CAMP (1966)
 FM0384
 FM0384                         *CURRENT SURVEY CONTROL
 FM0384  ___________________________________________________________________
 FM0384* NAD 83(1986)-  35 26 05.     (N)    102 36 10.     (W)     SCALED    
 FM0384* NAVD 88     -      1104.076  (meters)    3622.29   (feet)  ADJUSTED  
 FM0384  ___________________________________________________________________
 FM0384  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 FM0384  DYNAMIC HT  -        1102.775 (meters)    3618.02  (feet)  COMP
 FM0384  MODELED GRAV-     979,417.9   (mgal)                       NAVD 88
 FM0384
 FM0384  VERT ORDER  -  SECOND    CLASS 0
 FM0384
 FM0384.The horizontal coordinates were scaled from a topographic map and have
 FM0384.an estimated accuracy of +/- 6 seconds.
 FM0384
 FM0384.The orthometric height was determined by differential leveling
 FM0384.and adjusted by the National Geodetic Survey in June 1991..
 FM0384
 FM0384.The geoid height was determined by GEOID03.
 FM0384
 FM0384.The dynamic height is computed by dividing the NAVD 88
 FM0384.geopotential number by the normal gravity value computed on the
 FM0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0384.degrees latitude (g = 980.6199 gals.).
 FM0384
 FM0384.The modeled gravity was interpolated from observed gravity values.
 FM0384
 FM0384;                    North         East    Units  Estimated Accuracy
 FM0384;SPC TX N     - 1,159,720.       99,880.      MT  (+/- 180 meters Scaled)
 FM0384
 FM0384                          SUPERSEDED SURVEY CONTROL
 FM0384
 FM0384  NGVD 29 (??/??/92) 1103.570  (m)         3620.63   (f) ADJ UNCH    2 0
 FM0384
 FM0384.Superseded values are not recommended for survey control.
 FM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0384.See file dsdata.txt to determine how the superseded data were derived.
 FM0384
 FM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV176238(NAD 83)
 FM0384_MARKER: DB = BENCH MARK DISK
 FM0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0384_STAMPING: F 531 1935
 FM0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0384+STABILITY: SURFACE MOTION
 FM0384
 FM0384  HISTORY     - Date     Condition        Report By
 FM0384  HISTORY     - 1935     MONUMENTED       CGS
 FM0384
 FM0384                          STATION DESCRIPTION
 FM0384
 FM0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0384'12.1 MI NE FROM ADRIAN.
 FM0384'TO REACH FROM ADRIAN POST OFFICE GO 0.2 MILE NORTH ALONG GRADED ROAD,
 FM0384'THENCE 0.1 MILE EAST ALONG GRADED ROAD, THENCE THROUGH CATTLE GATE AND
 FM0384'NORTHEAST 11.8 MILES ALONG TRAIL.  0.3 MILE NORTH OF CREEK CROSSING,
 FM0384'0.15 MILE SOUTHWEST OF RANCH HOUSE.  IN THE SOUTHWEST CORNER OF A
 FM0384'GROVE OF YOUNG TREES THAT FORM A WIND BREAK FOR THE ALMA SITAS RANCH
 FM0384'HOUSE, 121 FEET SOUTHWEST OF SMALL POND IN GROVE OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1251 ***********************************************************************
 FL1251  DESIGNATION -  F 532
 FL1251  PID         -  FL1251
 FL1251  STATE/COUNTY-  TX/RANDALL
 FL1251  USGS QUAD   -  THE PALISADES (1973)
 FL1251
 FL1251                         *CURRENT SURVEY CONTROL
 FL1251  ___________________________________________________________________
 FL1251* NAD 83(1986)-  35 01 53.     (N)    101 45 59.     (W)     SCALED    
 FL1251* NAVD 88     -      1053.661  (meters)    3456.89   (feet)  ADJUSTED  
 FL1251  ___________________________________________________________________
 FL1251  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL1251  DYNAMIC HT  -        1052.393 (meters)    3452.73  (feet)  COMP
 FL1251  MODELED GRAV-     979,395.0   (mgal)                       NAVD 88
 FL1251
 FL1251  VERT ORDER  -  SECOND    CLASS 0
 FL1251
 FL1251.The horizontal coordinates were scaled from a topographic map and have
 FL1251.an estimated accuracy of +/- 6 seconds.
 FL1251
 FL1251.The orthometric height was determined by differential leveling
 FL1251.and adjusted by the National Geodetic Survey in June 1991..
 FL1251
 FL1251.The geoid height was determined by GEOID03.
 FL1251
 FL1251.The dynamic height is computed by dividing the NAVD 88
 FL1251.geopotential number by the normal gravity value computed on the
 FL1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1251.degrees latitude (g = 980.6199 gals.).
 FL1251
 FL1251.The modeled gravity was interpolated from observed gravity values.
 FL1251
 FL1251;                    North         East    Units  Estimated Accuracy
 FL1251;SPC TX N     - 1,114,450.      175,690.      MT  (+/- 180 meters Scaled)
 FL1251
 FL1251                          SUPERSEDED SURVEY CONTROL
 FL1251
 FL1251  NGVD 29 (??/??/92) 1053.189  (m)         3455.34   (f) ADJ UNCH    2 0
 FL1251
 FL1251.Superseded values are not recommended for survey control.
 FL1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1251.See file dsdata.txt to determine how the superseded data were derived.
 FL1251
 FL1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD476800(NAD 83)
 FL1251_MARKER: DB = BENCH MARK DISK
 FL1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1251_STAMPING: F 532 1935
 FL1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1251+STABILITY: SURFACE MOTION
 FL1251
 FL1251  HISTORY     - Date     Condition        Report By
 FL1251  HISTORY     - 1935     MONUMENTED       CGS
 FL1251  HISTORY     - 1943     GOOD             NGS
 FL1251  HISTORY     - 1960     MARK NOT FOUND   USGS
 FL1251
 FL1251                          STATION DESCRIPTION
 FL1251
 FL1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1251'22.3 MI S FROM AMARILLO.
 FL1251'IN RANDALL COUNTY, 22.3 MILES SOUTH OF AMARILLO, POTTER COUNTY.  THIS
 FL1251'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE NORTH
 FL1251'ALONG TAYLOR STREET, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY 60,
 FL1251'THENCE ALONG GRADED ROADS 2.1 MILES SOUTH, 1.0 MILE WEST, 6.5 MILES
 FL1251'SOUTH, AND 0.7 MILE WEST AND THENCE 6.0 MILES SOUTH ALONG A RANCH
 FL1251'ROAD.  IT IS 6.0 MILES SOUTH OF THE NORTH ENTRANCE TO HARDING RANCH,
 FL1251'0.9 MILE NORTH OF AN EAST-AND-WEST FENCE, ON THE SOUTH SIDE OF THE
 FL1251'CANYON, AND 26 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FL1251'DISK, STAMPED F 532 AND SET IN THE TOP OF A CONCRETE POST.
 FL1251
 FL1251                          STATION RECOVERY (1960)
 FL1251
 FL1251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FL1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1178 ***********************************************************************
 FL1178  DESIGNATION -  F 533
 FL1178  PID         -  FL1178
 FL1178  STATE/COUNTY-  TX/CARSON
 FL1178  USGS QUAD   -  POMEROY (1953)
 FL1178
 FL1178                         *CURRENT SURVEY CONTROL
 FL1178  ___________________________________________________________________
 FL1178* NAD 83(1986)-  35 26 01.     (N)    101 36 30.     (W)     SCALED    
 FL1178* NAVD 88     -      1083.323  (meters)    3554.20   (feet)  ADJUSTED  
 FL1178  ___________________________________________________________________
 FL1178  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL1178  DYNAMIC HT  -        1082.048 (meters)    3550.02  (feet)  COMP
 FL1178  MODELED GRAV-     979,419.6   (mgal)                       NAVD 88
 FL1178
 FL1178  VERT ORDER  -  SECOND    CLASS 0
 FL1178
 FL1178.The horizontal coordinates were scaled from a topographic map and have
 FL1178.an estimated accuracy of +/- 6 seconds.
 FL1178
 FL1178.The orthometric height was determined by differential leveling
 FL1178.and adjusted by the National Geodetic Survey in June 1991..
 FL1178
 FL1178.The geoid height was determined by GEOID03.
 FL1178
 FL1178.The dynamic height is computed by dividing the NAVD 88
 FL1178.geopotential number by the normal gravity value computed on the
 FL1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1178.degrees latitude (g = 980.6199 gals.).
 FL1178
 FL1178.The modeled gravity was interpolated from observed gravity values.
 FL1178
 FL1178;                    North         East    Units  Estimated Accuracy
 FL1178;SPC TX N     - 1,159,050.      190,160.      MT  (+/- 180 meters Scaled)
 FL1178
 FL1178                          SUPERSEDED SURVEY CONTROL
 FL1178
 FL1178  NGVD 29 (??/??/92) 1082.815  (m)         3552.54   (f) ADJ UNCH    2 0
 FL1178
 FL1178.Superseded values are not recommended for survey control.
 FL1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1178.See file dsdata.txt to determine how the superseded data were derived.
 FL1178
 FL1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE632242(NAD 83)
 FL1178_MARKER: DB = BENCH MARK DISK
 FL1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1178_STAMPING: F-533 1935
 FL1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1178+STABILITY: SURFACE MOTION
 FL1178
 FL1178  HISTORY     - Date     Condition        Report By
 FL1178  HISTORY     - 1935     MONUMENTED       CGS
 FL1178
 FL1178                          STATION DESCRIPTION
 FL1178
 FL1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1178'21.1 MI NE FROM AMARILLO.
 FL1178'21.1 MILES NORTHEAST OF CRI AND G DEPOT BENCHMARK IS LOCATED BETWEEN
 FL1178'TWO LONG CUTS APPROXIMATELY 2.0 MILES NORTH OF WILLTON SIDING.  11
 FL1178'RAIL LENGTHS NORTH OF MILEPOST 21.1.  2.5 FEET WEST OF EAST
 FL1178'RIGHT-OF-WAY FENCE.  97.0 FEET EAST OF EAST RAIL.  104.0 FEET
 FL1178'SOUTHEAST OF STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1042 ***********************************************************************
 FL1042  DESIGNATION -  F 534
 FL1042  PID         -  FL1042
 FL1042  STATE/COUNTY-  TX/CARSON
 FL1042  USGS QUAD   -  ABELL (1965)
 FL1042
 FL1042                         *CURRENT SURVEY CONTROL
 FL1042  ___________________________________________________________________
 FL1042* NAD 83(1986)-  35 22 59.     (N)    101 29 53.     (W)     SCALED    
 FL1042* NAVD 88     -      1059.810  (meters)    3477.06   (feet)  ADJUSTED  
 FL1042  ___________________________________________________________________
 FL1042  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL1042  DYNAMIC HT  -        1058.565 (meters)    3472.98  (feet)  COMP
 FL1042  MODELED GRAV-     979,422.6   (mgal)                       NAVD 88
 FL1042
 FL1042  VERT ORDER  -  SECOND    CLASS 0
 FL1042
 FL1042.The horizontal coordinates were scaled from a topographic map and have
 FL1042.an estimated accuracy of +/- 6 seconds.
 FL1042
 FL1042.The orthometric height was determined by differential leveling
 FL1042.and adjusted by the National Geodetic Survey in June 1991..
 FL1042
 FL1042.The geoid height was determined by GEOID03.
 FL1042
 FL1042.The dynamic height is computed by dividing the NAVD 88
 FL1042.geopotential number by the normal gravity value computed on the
 FL1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1042.degrees latitude (g = 980.6199 gals.).
 FL1042
 FL1042.The modeled gravity was interpolated from observed gravity values.
 FL1042
 FL1042;                    North         East    Units  Estimated Accuracy
 FL1042;SPC TX N     - 1,153,430.      200,180.      MT  (+/- 180 meters Scaled)
 FL1042
 FL1042                          SUPERSEDED SURVEY CONTROL
 FL1042
 FL1042  NGVD 29 (??/??/92) 1059.306  (m)         3475.41   (f) ADJ UNCH    2 0
 FL1042
 FL1042.Superseded values are not recommended for survey control.
 FL1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1042.See file dsdata.txt to determine how the superseded data were derived.
 FL1042
 FL1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE730183(NAD 83)
 FL1042_MARKER: DB = BENCH MARK DISK
 FL1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1042_STAMPING: F-534 1935
 FL1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1042+STABILITY: SURFACE MOTION
 FL1042
 FL1042  HISTORY     - Date     Condition        Report By
 FL1042  HISTORY     - 1935     MONUMENTED       CGS
 FL1042  HISTORY     - 1965     MARK NOT FOUND   USGS
 FL1042
 FL1042                          STATION DESCRIPTION
 FL1042
 FL1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1042'8.9 MI NW FROM PANHANDLE.
 FL1042'TO REACH BENCHMARK FROM RAILROAD DEPOT GO 6.0 MILES NORTH ALONG P AND
 FL1042'SF RR TO GRADE CROSSING AT RAILROAD SIDING, THENCE WEST 0.5 MILE,
 FL1042'THENCE SOUTH 0.8 MILE, THENCE WEST 1.6 MILES.  BENCHMARK IS SET ON
 FL1042'SMALL KNOLL OPPROXIMATELY 0.5 MILE SOUTH OF WINDMILL AND SEVERAL SMALL
 FL1042'RANCH BUILDINGS.  BEING 47.0 FEET NORTH OF CENTER LINE OF GRADED ROAD,
 FL1042'19.0 FEET NORTHWEST OF CORNER POST, AND 2.1 FEET WEST OF N-S FENCE.
 FL1042
 FL1042                          STATION RECOVERY (1965)
 FL1042
 FL1042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FL1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0284 ***********************************************************************
 FM0284  DESIGNATION -  F 535
 FM0284  PID         -  FM0284
 FM0284  STATE/COUNTY-  TX/OLDHAM
 FM0284  USGS QUAD   -  JAY TAYLOR RANCH (1966)
 FM0284
 FM0284                         *CURRENT SURVEY CONTROL
 FM0284  ___________________________________________________________________
 FM0284* NAD 83(1986)-  35 21 32.     (N)    102 15 32.     (W)     SCALED    
 FM0284* NAVD 88     -      1073.503  (meters)    3521.98   (feet)  ADJUSTED  
 FM0284  ___________________________________________________________________
 FM0284  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 FM0284  DYNAMIC HT  -        1072.232 (meters)    3517.81  (feet)  COMP
 FM0284  MODELED GRAV-     979,413.2   (mgal)                       NAVD 88
 FM0284
 FM0284  VERT ORDER  -  SECOND    CLASS 0
 FM0284
 FM0284.The horizontal coordinates were scaled from a topographic map and have
 FM0284.an estimated accuracy of +/- 6 seconds.
 FM0284
 FM0284.The orthometric height was determined by differential leveling
 FM0284.and adjusted by the National Geodetic Survey in June 1991..
 FM0284
 FM0284.The geoid height was determined by GEOID03.
 FM0284
 FM0284.The dynamic height is computed by dividing the NAVD 88
 FM0284.geopotential number by the normal gravity value computed on the
 FM0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0284.degrees latitude (g = 980.6199 gals.).
 FM0284
 FM0284.The modeled gravity was interpolated from observed gravity values.
 FM0284
 FM0284;                    North         East    Units  Estimated Accuracy
 FM0284;SPC TX N     - 1,151,020.      131,030.      MT  (+/- 180 meters Scaled)
 FM0284
 FM0284                          SUPERSEDED SURVEY CONTROL
 FM0284
 FM0284  NGVD 29 (??/??/92) 1073.026  (m)         3520.42   (f) ADJ UNCH    2 0
 FM0284
 FM0284.Superseded values are not recommended for survey control.
 FM0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0284.See file dsdata.txt to determine how the superseded data were derived.
 FM0284
 FM0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV490162(NAD 83)
 FM0284_MARKER: DB = BENCH MARK DISK
 FM0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0284_STAMPING: F 535 1935
 FM0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0284+STABILITY: SURFACE MOTION
 FM0284
 FM0284  HISTORY     - Date     Condition        Report By
 FM0284  HISTORY     - 1935     MONUMENTED       CGS
 FM0284
 FM0284                          STATION DESCRIPTION
 FM0284
 FM0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0284'12.6 MI NW FROM WILDERADO.
 FM0284'ALONG GRADED ROADS AND TRAILS BETWEEN WILDERADO AND TASCOSA.  TO REACH
 FM0284'FROM WILDERADO POST OFFICE GO 0.5 MILE NORTH ALONG GRADED ROAD, THENCE
 FM0284'0.1 MILE WEST ALONG GRADED ROAD, THENCE 0.6 MILE NORTH ALONG GRADED
 FM0284'ROAD TO CATTLE GATE, THENCE 1.8 MILES NORTHEAST ACROSS FIELD TO RANCH
 FM0284'HOUSE, THENCE 9.6 MILES NORTHWEST ALONG TRAIL.  1.2 MILES NORTH OF
 FM0284'ROCKY DRAW THROUGH WHICH TRAIL PASSES, ON TOP OF RIDGE.  21 FEET EAST
 FM0284'OF CENTERLINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1207 ***********************************************************************
 FL1207  DESIGNATION -  F 536
 FL1207  PID         -  FL1207
 FL1207  STATE/COUNTY-  TX/POTTER
 FL1207  USGS QUAD   -  MAYER (1973)
 FL1207
 FL1207                         *CURRENT SURVEY CONTROL
 FL1207  ___________________________________________________________________
 FL1207* NAD 83(1986)-  35 16 47.     (N)    101 39 12.     (W)     SCALED    
 FL1207* NAVD 88     -      1075.904  (meters)    3529.86   (feet)  ADJUSTED  
 FL1207  ___________________________________________________________________
 FL1207  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL1207  DYNAMIC HT  -        1074.626 (meters)    3525.67  (feet)  COMP
 FL1207  MODELED GRAV-     979,409.6   (mgal)                       NAVD 88
 FL1207
 FL1207  VERT ORDER  -  SECOND    CLASS 0
 FL1207
 FL1207.The horizontal coordinates were scaled from a topographic map and have
 FL1207.an estimated accuracy of +/- 6 seconds.
 FL1207
 FL1207.The orthometric height was determined by differential leveling
 FL1207.and adjusted by the National Geodetic Survey in June 1991..
 FL1207
 FL1207.The geoid height was determined by GEOID03.
 FL1207
 FL1207.The dynamic height is computed by dividing the NAVD 88
 FL1207.geopotential number by the normal gravity value computed on the
 FL1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1207.degrees latitude (g = 980.6199 gals.).
 FL1207
 FL1207.The modeled gravity was interpolated from observed gravity values.
 FL1207
 FL1207;                    North         East    Units  Estimated Accuracy
 FL1207;SPC TX N     - 1,141,980.      186,050.      MT  (+/- 180 meters Scaled)
 FL1207
 FL1207                          SUPERSEDED SURVEY CONTROL
 FL1207
 FL1207  NGVD 29 (??/??/92) 1075.397  (m)         3528.20   (f) ADJ UNCH    2 0
 FL1207
 FL1207.Superseded values are not recommended for survey control.
 FL1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1207.See file dsdata.txt to determine how the superseded data were derived.
 FL1207
 FL1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE586072(NAD 83)
 FL1207_MARKER: DB = BENCH MARK DISK
 FL1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1207_STAMPING: F-536 1935
 FL1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1207+STABILITY: SURFACE MOTION
 FL1207
 FL1207  HISTORY     - Date     Condition        Report By
 FL1207  HISTORY     - 1935     MONUMENTED       CGS
 FL1207
 FL1207                          STATION DESCRIPTION
 FL1207
 FL1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1207'3.5 MI SE FROM MASTERSON.
 FL1207'TO REACH BENCHMARK FROM CRI AND G DEPOT GO 0.3 MILE EAST ALONG GRADED
 FL1207'ROAD, THENCE SOUTH 3.2 MILES.  BENCHMARK IS SET BETWEEN CRI AND G AND
 FL1207'SANTA FE RAILROAD TRACKS APPROXIMATELY 1.8 MILES NORTHEAST OF HIGH
 FL1207'SCHOOL BUILDING AT AN INTERSECTION OF FENCES. BEING 42.0 FEET EAST OF
 FL1207'CENTER-LINE OF GRADED ROAD, AND 2.0 FEET EAST OF CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0820 ***********************************************************************
 FL0820  DESIGNATION -  F 537
 FL0820  PID         -  FL0820
 FL0820  STATE/COUNTY-  TX/CARSON
 FL0820  USGS QUAD   -  MC BRIDE (1978)
 FL0820
 FL0820                         *CURRENT SURVEY CONTROL
 FL0820  ___________________________________________________________________
 FL0820* NAD 83(1986)-  35 32 36.     (N)    101 28 02.     (W)     SCALED    
 FL0820* NAVD 88     -      1025.195  (meters)    3363.49   (feet)  ADJUSTED  
 FL0820  ___________________________________________________________________
 FL0820  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 FL0820  DYNAMIC HT  -        1024.017 (meters)    3359.63  (feet)  COMP
 FL0820  MODELED GRAV-     979,449.4   (mgal)                       NAVD 88
 FL0820
 FL0820  VERT ORDER  -  SECOND    CLASS 0
 FL0820
 FL0820.The horizontal coordinates were scaled from a topographic map and have
 FL0820.an estimated accuracy of +/- 6 seconds.
 FL0820
 FL0820.The orthometric height was determined by differential leveling
 FL0820.and adjusted by the National Geodetic Survey in June 1991..
 FL0820
 FL0820.The geoid height was determined by GEOID03.
 FL0820
 FL0820.The dynamic height is computed by dividing the NAVD 88
 FL0820.geopotential number by the normal gravity value computed on the
 FL0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0820.degrees latitude (g = 980.6199 gals.).
 FL0820
 FL0820.The modeled gravity was interpolated from observed gravity values.
 FL0820
 FL0820;                    North         East    Units  Estimated Accuracy
 FL0820;SPC TX N     - 1,171,210.      202,970.      MT  (+/- 180 meters Scaled)
 FL0820
 FL0820                          SUPERSEDED SURVEY CONTROL
 FL0820
 FL0820  NGVD 29 (??/??/92) 1024.706  (m)         3361.89   (f) ADJ UNCH    2 0
 FL0820
 FL0820.Superseded values are not recommended for survey control.
 FL0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0820.See file dsdata.txt to determine how the superseded data were derived.
 FL0820
 FL0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE763361(NAD 83)
 FL0820_MARKER: DB = BENCH MARK DISK
 FL0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0820_STAMPING: F 537 1935
 FL0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0820+STABILITY: SURFACE MOTION
 FL0820
 FL0820  HISTORY     - Date     Condition        Report By
 FL0820  HISTORY     - 1935     MONUMENTED       CGS
 FL0820
 FL0820                          STATION DESCRIPTION
 FL0820
 FL0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0820'9.7 MI SW FROM BORGER.
 FL0820'9.7 MILES SOUTHWEST OF PANHANDLE AND S.E. DEPOT BY RAIL.  ALONG THE
 FL0820'PANHANDLE AND SANTA FE RAILROAD BETWEEN BORGER AND PANHANDLE, 2.3
 FL0820'MILES NORTH OF MCBRIDE STATION, OPPOSITE MILE POST 18.  IN SOUTHEAST
 FL0820'CORNER OF FENCE SURROUNDING GASOLINE STORAGE TANKS OF THE HUMBLE PIPE
 FL0820'LINE CO.  105 FEET WEST OF WEST RAIL, AND 4.8 FEET WEST OF WEST RIGHT
 FL0820'OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0146 ***********************************************************************
 FM0146  DESIGNATION -  F 538
 FM0146  PID         -  FM0146
 FM0146  STATE/COUNTY-  TX/OLDHAM
 FM0146  USGS QUAD   -  BOYS RANCH EAST (1971)
 FM0146
 FM0146                         *CURRENT SURVEY CONTROL
 FM0146  ___________________________________________________________________
 FM0146* NAD 83(1986)-  35 37 03.     (N)    102 10 44.     (W)     SCALED    
 FM0146* NAVD 88     -      1096.827  (meters)    3598.51   (feet)  POSTED    
 FM0146  ___________________________________________________________________
 FM0146  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FM0146  DYNAMIC HT  -        1095.540 (meters)    3594.28  (feet)  COMP
 FM0146  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 FM0146
 FM0146  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FM0146
 FM0146.The horizontal coordinates were scaled from a topographic map and have
 FM0146.an estimated accuracy of +/- 6 seconds.
 FM0146
 FM0146.The orthometric height was determined by differential leveling
 FM0146.and adjusted by the National Geodetic Survey in 1992..
 FM0146.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FM0146.rate of 2.1 thru 3.0 mm/km.
 FM0146
 FM0146.The geoid height was determined by GEOID03.
 FM0146
 FM0146.The dynamic height is computed by dividing the NAVD 88
 FM0146.geopotential number by the normal gravity value computed on the
 FM0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0146.degrees latitude (g = 980.6199 gals.).
 FM0146
 FM0146.The modeled gravity was interpolated from observed gravity values.
 FM0146
 FM0146;                    North         East    Units  Estimated Accuracy
 FM0146;SPC TX N     - 1,179,650.      138,500.      MT  (+/- 180 meters Scaled)
 FM0146
 FM0146                          SUPERSEDED SURVEY CONTROL
 FM0146
 FM0146  NGVD 29 (??/??/92) 1096.301  (m)         3596.78   (f) ADJ UNCH    2 0
 FM0146
 FM0146.Superseded values are not recommended for survey control.
 FM0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0146.See file dsdata.txt to determine how the superseded data were derived.
 FM0146
 FM0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV555451(NAD 83)
 FM0146_MARKER: DB = BENCH MARK DISK
 FM0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0146_STAMPING: F-538 1935
 FM0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0146+STABILITY: SURFACE MOTION
 FM0146
 FM0146  HISTORY     - Date     Condition        Report By
 FM0146  HISTORY     - 1935     MONUMENTED       CGS
 FM0146
 FM0146                          STATION DESCRIPTION
 FM0146
 FM0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0146'12.6 MI N FROM TASCOSA.
 FM0146'TO REACH BENCHMARK FROM POST-OFFICE GO 0.8 MILE NORTH ALONG GRADED
 FM0146'ROAD TO CANADIAN RIVER, CONTINUE THENCE 0.6 MILE TO CATTLE GUARD,
 FM0146'THENCE NORTHWEST 1.2 MILES TO A JUNCTION OF ROADS, THENCE NORTH 0.7
 FM0146'MILE TO CROSS ROAD, THENCE EAST 2.3 MILES, THENCE NORTH ALONG TRAIL
 FM0146'7.0 MILES.  BENCHMARK IS SET ALONG TRAIL BETWEEN TASCOSA AND MIDWAY.
 FM0146'BEING 48.4 FEET NORTH OF CENTER-LINE OF CATTLE GUARD, AND 11.0 FEET
 FM0146'WEST OF N-S FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0203 ***********************************************************************
 FM0203  DESIGNATION -  F 539
 FM0203  PID         -  FM0203
 FM0203  STATE/COUNTY-  TX/MOORE
 FM0203  USGS QUAD   -  BAUTISTA (1971)
 FM0203
 FM0203                         *CURRENT SURVEY CONTROL
 FM0203  ___________________________________________________________________
 FM0203* NAD 83(1986)-  35 41 28.     (N)    102 03 13.     (W)     SCALED    
 FM0203* NAVD 88     -      1141.048  (meters)    3743.59   (feet)  ADJUSTED  
 FM0203  ___________________________________________________________________
 FM0203  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FM0203  DYNAMIC HT  -        1139.703 (meters)    3739.18  (feet)  COMP
 FM0203  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 FM0203
 FM0203  VERT ORDER  -  SECOND    CLASS 0
 FM0203
 FM0203.The horizontal coordinates were scaled from a topographic map and have
 FM0203.an estimated accuracy of +/- 6 seconds.
 FM0203
 FM0203.The orthometric height was determined by differential leveling
 FM0203.and adjusted by the National Geodetic Survey in June 1991..
 FM0203
 FM0203.The geoid height was determined by GEOID03.
 FM0203
 FM0203.The dynamic height is computed by dividing the NAVD 88
 FM0203.geopotential number by the normal gravity value computed on the
 FM0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0203.degrees latitude (g = 980.6199 gals.).
 FM0203
 FM0203.The modeled gravity was interpolated from observed gravity values.
 FM0203
 FM0203;                    North         East    Units  Estimated Accuracy
 FM0203;SPC TX N     - 1,187,750.      149,900.      MT  (+/- 180 meters Scaled)
 FM0203
 FM0203                          SUPERSEDED SURVEY CONTROL
 FM0203
 FM0203  NGVD 29 (??/??/92) 1140.493  (m)         3741.77   (f) ADJ UNCH    2 0
 FM0203
 FM0203.Superseded values are not recommended for survey control.
 FM0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0203.See file dsdata.txt to determine how the superseded data were derived.
 FM0203
 FM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV666536(NAD 83)
 FM0203_MARKER: DB = BENCH MARK DISK
 FM0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0203_STAMPING: F 539 1935
 FM0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0203+STABILITY: SURFACE MOTION
 FM0203
 FM0203  HISTORY     - Date     Condition        Report By
 FM0203  HISTORY     - 1935     MONUMENTED       CGS
 FM0203  HISTORY     - 1947     GOOD             NGS
 FM0203
 FM0203                          STATION DESCRIPTION
 FM0203
 FM0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FM0203'17.0 MI E FROM CHANNING.
 FM0203'IN MOORE COUNTY, ABOUT 17.0 MILES EAST ALONG STATE HIGHWAY NO. 354
 FM0203'FROM THE POST OFFICE AT CHANNING, 5.2 MILES WEST OF THE JUNCTION OF
 FM0203'HIGHWAYS NOS. 354 AND 287.  IT IS NOW IN A CULTIVATED FIELD.  7 YARDS
 FM0203'NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1315 ***********************************************************************
 FL1315  DESIGNATION -  F 540
 FL1315  PID         -  FL1315
 FL1315  STATE/COUNTY-  TX/RANDALL
 FL1315  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1315
 FL1315                         *CURRENT SURVEY CONTROL
 FL1315  ___________________________________________________________________
 FL1315* NAD 83(1986)-  35 07 03.     (N)    101 59 00.     (W)     SCALED    
 FL1315* NAVD 88     -      1136.111  (meters)    3727.39   (feet)  ADJUSTED  
 FL1315  ___________________________________________________________________
 FL1315  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 FL1315  DYNAMIC HT  -        1134.736 (meters)    3722.88  (feet)  COMP
 FL1315  MODELED GRAV-     979,385.1   (mgal)                       NAVD 88
 FL1315
 FL1315  VERT ORDER  -  SECOND    CLASS 0
 FL1315
 FL1315.The horizontal coordinates were scaled from a topographic map and have
 FL1315.an estimated accuracy of +/- 6 seconds.
 FL1315
 FL1315.The orthometric height was determined by differential leveling
 FL1315.and adjusted by the National Geodetic Survey in June 1991..
 FL1315
 FL1315.The geoid height was determined by GEOID03.
 FL1315
 FL1315.The dynamic height is computed by dividing the NAVD 88
 FL1315.geopotential number by the normal gravity value computed on the
 FL1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1315.degrees latitude (g = 980.6199 gals.).
 FL1315
 FL1315.The modeled gravity was interpolated from observed gravity values.
 FL1315
 FL1315;                    North         East    Units  Estimated Accuracy
 FL1315;SPC TX N     - 1,124,080.      155,940.      MT  (+/- 180 meters Scaled)
 FL1315
 FL1315                          SUPERSEDED SURVEY CONTROL
 FL1315
 FL1315  NGVD 29 (??/??/92) 1135.610  (m)         3725.75   (f) ADJ UNCH    2 0
 FL1315
 FL1315.Superseded values are not recommended for survey control.
 FL1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1315.See file dsdata.txt to determine how the superseded data were derived.
 FL1315
 FL1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD281901(NAD 83)
 FL1315_MARKER: DB = BENCH MARK DISK
 FL1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1315_STAMPING: F 540 1935
 FL1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1315+STABILITY: SURFACE MOTION
 FL1315
 FL1315  HISTORY     - Date     Condition        Report By
 FL1315  HISTORY     - 1935     MONUMENTED       CGS
 FL1315  HISTORY     - 1961     MARK NOT FOUND   NGS
 FL1315  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1315
 FL1315                          STATION DESCRIPTION
 FL1315
 FL1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FL1315'8.1 MI SW FROM ZITA.
 FL1315'8.1 MILES SOUTHWEST OF ZITA, RANDALL COUNTY, 0.8 MILE SOUTH ALONG THE
 FL1315'PANHANDLE AND SANTA FE RAILWAY STATION, 1.4 MILES WEST ALONG A GRADED
 FL1315'ROAD, JOG 0.1 MILE SOUTH, 5.8 MILES WEST ALONG A GRADED ROAD TO A
 FL1315'FENCE JUNCTION ON THE NORTH SIDE OF THE ROAD, 2.0 MILES WEST OF
 FL1315'DISTRICT SCHOOL NO. 1, 54 FEET NORTH OF THE CENTERLINE OF THE ROAD, 21
 FL1315'FEET NORTH OF A FENCE CORNER, 2.3 FEET WEST OF THE NORTH-AND-SOUTH
 FL1315'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 FL1315
 FL1315                          STATION RECOVERY (1984)
 FL1315
 FL1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0605 ***********************************************************************
 FL0605  DESIGNATION -  F 541 RESET 1959
 FL0605  PID         -  FL0605
 FL0605  STATE/COUNTY-  TX/ROBERTS
 FL0605  USGS QUAD   -  PAMPA NW (1971)
 FL0605
 FL0605                         *CURRENT SURVEY CONTROL
 FL0605  ___________________________________________________________________
 FL0605* NAD 83(1993)-  35 38 07.87529(N)    100 57 44.97016(W)     ADJUSTED  
 FL0605* NAVD 88     -       979.09   (+/-2cm)    3212.2    (feet)  VERTCON   
 FL0605  ___________________________________________________________________
 FL0605  X           -    -987,046.790 (meters)                     COMP
 FL0605  Y           -  -5,095,723.311 (meters)                     COMP
 FL0605  Z           -   3,695,953.584 (meters)                     COMP
 FL0605  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FL0605  ELLIP HEIGHT-         952.16  (meters)          (02/16/96) GPS OBS
 FL0605  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 FL0605
 FL0605  HORZ ORDER  -  THIRD
 FL0605  VERT ORDER  -  THIRD (See Below)
 FL0605  ELLP ORDER  -  FIFTH     CLASS I
 FL0605
 FL0605.The horizontal coordinates were established by GPS observations
 FL0605.and adjusted by the National Geodetic Survey in February 1996..
 FL0605
 FL0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0605.The vertical order pertains to the NGVD 29 superseded value.
 FL0605
 FL0605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FL0605
 FL0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0605
 FL0605.The ellipsoidal height was determined by GPS observations
 FL0605.and is referenced to NAD 83.
 FL0605
 FL0605.The geoid height was determined by GEOID03.
 FL0605
 FL0605;                    North         East     Units Scale Factor Converg.
 FL0605;SPC TX N     - 1,181,572.359   248,681.522   MT  0.99991806   +0 18 41.4
 FL0605;SPC TX N     - 3,876,541.98    815,882.63   sFT  0.99991806   +0 18 41.4
 FL0605;UTM  14      - 3,945,297.093   322,303.738   MT  0.99998912   -1 08 37.3
 FL0605
 FL0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0605!SPC TX N     -   0.99985058  x   0.99991806  =   0.99976865
 FL0605!UTM  14      -   0.99985058  x   0.99998912  =   0.99983970
 FL0605
 FL0605                          SUPERSEDED SURVEY CONTROL
 FL0605
 FL0605  NAD 83(1993)-  35 38 07.87555(N)    100 57 44.96833(W) AD(       ) 3
 FL0605  ELLIP H (12/21/93)  951.72   (m)                       GP(       ) 4 1
 FL0605  NAD 83(1986)-  35 38 07.88144(N)    100 57 44.95938(W) AD(       ) 3
 FL0605  NAD 27      -  35 38 07.72390(N)    100 57 43.42089(W) AD(       ) 3
 FL0605  NGVD 29 (??/??/??)  978.64   (m)         3210.8    (f) RESET       3  
 FL0605
 FL0605.Superseded values are not recommended for survey control.
 FL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0605.See file dsdata.txt to determine how the superseded data were derived.
 FL0605
 FL0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2230445297(NAD 83)
 FL0605_MARKER: DB = BENCH MARK DISK
 FL0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0605_STAMPING: F 541 RESET 1959
 FL0605_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0605+STABILITY: SURFACE MOTION
 FL0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL0605+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FL0605
 FL0605  HISTORY     - Date     Condition        Report By
 FL0605  HISTORY     - 1959     MONUMENTED       CGS
 FL0605  HISTORY     - 1988     GOOD             NGS
 FL0605
 FL0605                          STATION DESCRIPTION
 FL0605
 FL0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FL0605'7.4 MI N FROM PAMPA.
 FL0605'ABOUT 7.2 MILES NORTH ALONG U.S. HIGHWAY NO. 70 FROM THE JUNCTION WITH
 FL0605'U.S. HIGHWAY NO. 60 IN THE SOUTHWEST PART OF PAMPA TO THE INTERSECTION
 FL0605'OF HIGHWAYS NOS. 70 AND 282.  THEN WEST ON FM NO. 282, 0.4 MILE TO THE
 FL0605'MARK ON THE RIGHT.  THE MARK IS A STANDARD DISK IN A CONCRETE MONUMENT
 FL0605'PROJECTING ABOUT 3 INCHES, ABOUT 4 FEET NORTH OF THE NORTH
 FL0605'RIGHT-OF-WAY LINE OF THE HIGHWAY AND 1 FOOT WEST OF THE FENCE LEADING
 FL0605'NORTH DIVIDING A FIELD TO THE EAST AND A PASTURE TO THE WEST.
 FL0605
 FL0605                          STATION RECOVERY (1988)
 FL0605
 FL0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 FL0605'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI)
 FL0605'NORTH OF PAMPA, 0.8 KM (0.5 MI) WEST OF THE JUNCTION OF
 FL0605'STATE HIGHWAY 70 AND FARM ROAD 282, IN THE SOUTHEAST CORNER OF A
 FL0605'PASTURE, AT A FENCE SEPARATING THE PASTURE FROM A CULTIVATED FIELD
 FL0605'ALONG THE NORTH RIGHT-OF-WAY OF FARM ROAD 282.
 FL0605'OWNERSHIP--UNKNOWN.
 FL0605'
 FL0605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 FL0605'HIGHWAY 70 IN THE SOUTH SECTION OF PAMPA.  GO NORTH ON STATE HIGHWAY
 FL0605'70 FOR 5.3 KM (3.3 MI) TO THE CORONADO COMMUNITY HOSPITAL ON THE
 FL0605'LEFT. CONTINUE STRAIGHT AHEAD AND GO NORTH FOR
 FL0605'7.3 KM (4.55 MI) ON HIGHWAY 70 TO FARM ROAD 282.  TURN LEFT AND GO
 FL0605'WEST ON FARM ROAD 282 FOR 0.7 KM (0.45 MI) TO THE STATION ON THE
 FL0605'RIGHT, JUST BEFORE REACHING A FIELD ENTRANCE ON THE LEFT.
 FL0605'
 FL0605'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---F 541 RESET
 FL0605'1959---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 FL0605'DIAMETER AND PROJECTING 2 CM ABOVE THE GROUND.  LOCATED 15.6 METERS
 FL0605'(51.2 FT) NORTH OF AND 0.5 METER (1.6 FT) LOWER THAN THE CENTER OF
 FL0605'THE ROAD, 0.7 METERS (2.3 FT) NORTHWEST OF A T-FENCE CORNER POST,
 FL0605'0.5 METERS (1.6 FT) WEST-NORTHWEST OF THE FENCE AND 0.4 METERS (1.3
 FL0605'FT) NORTH OF A CARSONITE WITNESS POST IN THE FENCELINE.
 FL0605'
 FL0605'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 FL0605'
 FL0605'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FL0605'
 FL0605'DESCRIBED BY G.R. HEID, CHECKED BY K.M. COULTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0569 ***********************************************************************
 FL0569  DESIGNATION -  F 543
 FL0569  PID         -  FL0569
 FL0569  STATE/COUNTY-  TX/ROBERTS
 FL0569  USGS QUAD   -  PAMPA NE (1972)
 FL0569
 FL0569                         *CURRENT SURVEY CONTROL
 FL0569  ___________________________________________________________________
 FL0569* NAD 83(1986)-  35 44 11.     (N)    100 45 46.     (W)     SCALED    
 FL0569* NAVD 88     -       941.527  (meters)    3088.99   (feet)  ADJUSTED  
 FL0569  ___________________________________________________________________
 FL0569  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 FL0569  DYNAMIC HT  -         940.480 (meters)    3085.56  (feet)  COMP
 FL0569  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 FL0569
 FL0569  VERT ORDER  -  SECOND    CLASS 0
 FL0569
 FL0569.The horizontal coordinates were scaled from a topographic map and have
 FL0569.an estimated accuracy of +/- 6 seconds.
 FL0569
 FL0569.The orthometric height was determined by differential leveling
 FL0569.and adjusted by the National Geodetic Survey in June 1991..
 FL0569
 FL0569.The geoid height was determined by GEOID03.
 FL0569
 FL0569.The dynamic height is computed by dividing the NAVD 88
 FL0569.geopotential number by the normal gravity value computed on the
 FL0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0569.degrees latitude (g = 980.6199 gals.).
 FL0569
 FL0569.The modeled gravity was interpolated from observed gravity values.
 FL0569
 FL0569;                    North         East    Units  Estimated Accuracy
 FL0569;SPC TX N     - 1,192,880.      266,690.      MT  (+/- 180 meters Scaled)
 FL0569
 FL0569                          SUPERSEDED SURVEY CONTROL
 FL0569
 FL0569  NGVD 29 (??/??/92)  941.109  (m)         3087.62   (f) ADJ UNCH    2 0
 FL0569
 FL0569.Superseded values are not recommended for survey control.
 FL0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0569.See file dsdata.txt to determine how the superseded data were derived.
 FL0569
 FL0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE405561(NAD 83)
 FL0569_MARKER: DB = BENCH MARK DISK
 FL0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0569_STAMPING: F 543 1935
 FL0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0569+STABILITY: SURFACE MOTION
 FL0569
 FL0569  HISTORY     - Date     Condition        Report By
 FL0569  HISTORY     - 1935     MONUMENTED       CGS
 FL0569  HISTORY     - 1972     GOOD             USGS
 FL0569
 FL0569                          STATION DESCRIPTION
 FL0569
 FL0569'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0569'15.3 MI NE FROM HOOVER.
 FL0569'LN ROBERTS CO., 15.3 MI.  NE OF HOOVER, GRAY CO.  THIS BM MAY BE
 FL0569'REACHED FROM THE JCT.  OF FARM ROADS 282 AND 2699 BY GOING N. ALONG
 FL0569'FARM ROAD 2699 FOR 4.4 MI TO ENTRANCE RD.  TO THE R.J. BEAN RANCH, 29
 FL0569'FT.  S. OF THE CENTERLINE OF A CATTLE GUARD AND 98 FT.  E. OF THE
 FL0569'CENTERLINE OF FARM ROAD 2699, 4.0 FT.  S OF A S. R.O.W. FENCE AND 4.0
 FL0569'FT.  W. OF A CORNER POST AND 4.0 FT.  S. OF A METAL WITNESS POST.  A
 FL0569'STANDARD DISK, STAMPED F 543 1935 AND SET IN THE TOP OF A CONCRETE
 FL0569'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0059 ***********************************************************************
 FL0059  DESIGNATION -  F 544
 FL0059  PID         -  FL0059
 FL0059  STATE/COUNTY-  TX/HEMPHILL
 FL0059  USGS QUAD   -  CANADIAN WEST (1972)
 FL0059
 FL0059                         *CURRENT SURVEY CONTROL
 FL0059  ___________________________________________________________________
 FL0059* NAD 83(1986)-  35 55 02.     (N)    100 24 26.     (W)     SCALED    
 FL0059* NAVD 88     -       727.924  (meters)    2388.20   (feet)  ADJUSTED  
 FL0059  ___________________________________________________________________
 FL0059  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 FL0059  DYNAMIC HT  -         727.144 (meters)    2385.64  (feet)  COMP
 FL0059  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 FL0059
 FL0059  VERT ORDER  -  SECOND    CLASS 0
 FL0059
 FL0059.The horizontal coordinates were scaled from a topographic map and have
 FL0059.an estimated accuracy of +/- 6 seconds.
 FL0059
 FL0059.The orthometric height was determined by differential leveling
 FL0059.and adjusted by the National Geodetic Survey in June 1991..
 FL0059
 FL0059.The geoid height was determined by GEOID03.
 FL0059
 FL0059.The dynamic height is computed by dividing the NAVD 88
 FL0059.geopotential number by the normal gravity value computed on the
 FL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0059.degrees latitude (g = 980.6199 gals.).
 FL0059
 FL0059.The modeled gravity was interpolated from observed gravity values.
 FL0059
 FL0059;                    North         East    Units  Estimated Accuracy
 FL0059;SPC TX N     - 1,213,240.      298,630.      MT  (+/- 180 meters Scaled)
 FL0059
 FL0059                          SUPERSEDED SURVEY CONTROL
 FL0059
 FL0059  NGVD 29 (??/??/92)  727.574  (m)         2387.05   (f) ADJ UNCH    2 0
 FL0059
 FL0059.Superseded values are not recommended for survey control.
 FL0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0059.See file dsdata.txt to determine how the superseded data were derived.
 FL0059
 FL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE730756(NAD 83)
 FL0059_MARKER: DB = BENCH MARK DISK
 FL0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0059_STAMPING: F 544 1935
 FL0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0059+STABILITY: SURFACE MOTION
 FL0059
 FL0059  HISTORY     - Date     Condition        Report By
 FL0059  HISTORY     - 1935     MONUMENTED       CGS
 FL0059  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0059
 FL0059                          STATION DESCRIPTION
 FL0059
 FL0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0059'1.8 MI W FROM CANADIAN.
 FL0059'1.8 MILES WEST ALONG A GRADED ROAD FROM THE POST OFFICE AT CANADIAN,
 FL0059'0.4 MILE WEST OF A DRY SANDY CREEK, 0.3 MILE WEST OF AN OLD CONCRETE
 FL0059'BRIDGE, ON THE TOP OF A HILL, 32.4 FEET EAST OF THE CENTERLINE OF THE
 FL0059'ROAD, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED F 544
 FL0059'1935 AND SET IN THE TOP OF A CONCRET POST.
 FL0059
 FL0059                          STATION RECOVERY (1972)
 FL0059
 FL0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0839 ***********************************************************************
 FL0839  DESIGNATION -  F 545
 FL0839  PID         -  FL0839
 FL0839  STATE/COUNTY-  TX/CARSON
 FL0839  USGS QUAD   -  BORGER SE (1978)
 FL0839
 FL0839                         *CURRENT SURVEY CONTROL
 FL0839  ___________________________________________________________________
 FL0839* NAD 83(1986)-  35 30 34.     (N)    101 20 55.     (W)     SCALED    
 FL0839* NAVD 88     -       980.458  (meters)    3216.72   (feet)  ADJUSTED  
 FL0839  ___________________________________________________________________
 FL0839  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 FL0839  DYNAMIC HT  -         979.342 (meters)    3213.06  (feet)  COMP
 FL0839  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 FL0839
 FL0839  VERT ORDER  -  SECOND    CLASS 0
 FL0839
 FL0839.The horizontal coordinates were scaled from a topographic map and have
 FL0839.an estimated accuracy of +/- 6 seconds.
 FL0839
 FL0839.The orthometric height was determined by differential leveling
 FL0839.and adjusted by the National Geodetic Survey in June 1991..
 FL0839
 FL0839.The geoid height was determined by GEOID03.
 FL0839
 FL0839.The dynamic height is computed by dividing the NAVD 88
 FL0839.geopotential number by the normal gravity value computed on the
 FL0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0839.degrees latitude (g = 980.6199 gals.).
 FL0839
 FL0839.The modeled gravity was interpolated from observed gravity values.
 FL0839
 FL0839;                    North         East    Units  Estimated Accuracy
 FL0839;SPC TX N     - 1,167,460.      213,730.      MT  (+/- 180 meters Scaled)
 FL0839
 FL0839                          SUPERSEDED SURVEY CONTROL
 FL0839
 FL0839  NGVD 29 (??/??/92)  979.97   (m)         3215.1    (f) COMPUTED    2 0
 FL0839
 FL0839.Superseded values are not recommended for survey control.
 FL0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0839.See file dsdata.txt to determine how the superseded data were derived.
 FL0839
 FL0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE870320(NAD 83)
 FL0839_MARKER: DB = BENCH MARK DISK
 FL0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0839_STAMPING: F 545 1935
 FL0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0839+STABILITY: SURFACE MOTION
 FL0839
 FL0839  HISTORY     - Date     Condition        Report By
 FL0839  HISTORY     - 1935     MONUMENTED       CGS
 FL0839
 FL0839                          STATION DESCRIPTION
 FL0839
 FL0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0839'9.5 MI S FROM BORGER.
 FL0839'IN CARSON COUNTY, 9.5 MILES SOUTH ALONG STATE HIGHWAY 117 FROM THE
 FL0839'POST OFFICE AT BORGER, HUTCHINSON COUNTY, 2.7 MILES EAST ALONG A
 FL0839'TRAIL.  AT THE TOP OF A HILL BETWEEN DEEP GULLEYS, 150 YARDS SOUTH OF
 FL0839'A ROW OF POLES, 13.6 FEET NORTH OF THE CENTERLINE OF THE TRAIL.  A
 FL0839'STANDARD DISK, STAMPED F 545 1935 AND SET IN THE TOP OF A CONCRETE
 FL0839'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0079 ***********************************************************************
 FL0079  DESIGNATION -  F 546 RESET 1958
 FL0079  PID         -  FL0079
 FL0079  STATE/COUNTY-  TX/HEMPHILL
 FL0079  USGS QUAD   -  MENDOTA (1967)
 FL0079
 FL0079                         *CURRENT SURVEY CONTROL
 FL0079  ___________________________________________________________________
 FL0079* NAD 83(1986)-  35 46 51.     (N)    100 26 52.     (W)     SCALED    
 FL0079* NAVD 88     -       857.49   (meters)    2813.3    (feet)  RESET     
 FL0079  ___________________________________________________________________
 FL0079  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FL0079
 FL0079  VERT ORDER  -  THIRD
 FL0079
 FL0079.The horizontal coordinates were scaled from a topographic map and have
 FL0079.an estimated accuracy of +/- 6 seconds.
 FL0079
 FL0079.The orthometric height was computed from unverified reset data.
 FL0079
 FL0079.The geoid height was determined by GEOID03.
 FL0079
 FL0079;                    North         East    Units  Estimated Accuracy
 FL0079;SPC TX N     - 1,198,070.      295,130.      MT  (+/- 180 meters Scaled)
 FL0079
 FL0079                          SUPERSEDED SURVEY CONTROL
 FL0079
 FL0079.No superseded survey control is available for this station.
 FL0079
 FL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE691606(NAD 83)
 FL0079_MARKER: DB = BENCH MARK DISK
 FL0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0079_STAMPING: F 546 RESET 1958
 FL0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0079+STABILITY: SURFACE MOTION
 FL0079
 FL0079  HISTORY     - Date     Condition        Report By
 FL0079  HISTORY     - 1958     MONUMENTED       CGS
 FL0079
 FL0079                          STATION DESCRIPTION
 FL0079
 FL0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL0079'11.3 MI SW FROM CANADIAN.
 FL0079'IN HEMPHILL COUNTY, 8.0 MILES SOUTH ALONG HIGHWAYS NOS. U.S. 60 AND
 FL0079'83, FROM THE CANADIAN POST OFFICE, THEN 3.3 MILES SOUTHWEST ALONG
 FL0079'HIGHWAY NO. 60, 12.7 MILES NORTHEAST OF THE POST OFFICE IN MIAMI,
 FL0079'ROBERTS COUNTY, 1 FOOT NORTH OF NORTHWEST RIGHT-OF-WAY FENCE LINE, AT
 FL0079'THE TOP OF A LOW DIVIDE, WHICH IS ABOUT 1/4 MILE NORTHEAST OF THE MAIN
 FL0079'DIVIDE, AND ABOUT 100 YARDS NORTHEAST OF AN OFF-SETTIN THE FENCE LINE
 FL0079'AND A CULVERT.  A STANDARD DISK STAMPED F 546 RESET 1958 IN A CONCRETE
 FL0079'POST PROJECTING ABUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0090 ***********************************************************************
 FL0090  DESIGNATION -  F 547 RESET
 FL0090  PID         -  FL0090
 FL0090  STATE/COUNTY-  TX/HEMPHILL
 FL0090  USGS QUAD   -  YOUNG RANCH (1967)
 FL0090
 FL0090                         *CURRENT SURVEY CONTROL
 FL0090  ___________________________________________________________________
 FL0090* NAD 83(1986)-  35 38 00.     (N)    100 27 02.     (W)     SCALED    
 FL0090* NAVD 88     -       886.60   (meters)    2908.8    (feet)  RESET     
 FL0090  ___________________________________________________________________
 FL0090  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FL0090
 FL0090  VERT ORDER  -  THIRD
 FL0090
 FL0090.The horizontal coordinates were scaled from a topographic map and have
 FL0090.an estimated accuracy of +/- 6 seconds.
 FL0090
 FL0090.The orthometric height was computed from unverified reset data.
 FL0090
 FL0090.The geoid height was determined by GEOID03.
 FL0090
 FL0090;                    North         East    Units  Estimated Accuracy
 FL0090;SPC TX N     - 1,181,700.      295,050.      MT  (+/- 180 meters Scaled)
 FL0090
 FL0090                          SUPERSEDED SURVEY CONTROL
 FL0090
 FL0090.No superseded survey control is available for this station.
 FL0090
 FL0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE686442(NAD 83)
 FL0090_MARKER: DB = BENCH MARK DISK
 FL0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0090_STAMPING: F 547 RESET 1950
 FL0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0090+STABILITY: SURFACE MOTION
 FL0090
 FL0090  HISTORY     - Date     Condition        Report By
 FL0090  HISTORY     - 1950     MONUMENTED       ATSFRR
 FL0090  HISTORY     - 1966     GOOD             USGS
 FL0090
 FL0090                          STATION DESCRIPTION
 FL0090
 FL0090'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1950
 FL0090'6.8 MI W FROM GAGEBY.
 FL0090'1 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE GAGEBY,
 FL0090'HEMPHILL COUNTY, THENCE 5.4 MILES WEST ALONG FARM-TO-MARKET HIGHWAY
 FL0090'1268.  AT A ROAD INTERSECTION, 58 FEET EAST OF THE CROSS ROAD, 100
 FL0090'FEET SOUTHEAST OF TRIANGULATION STATION HILL, 49 FEET SOUTH OF THE
 FL0090'CENTER LINE OF THE HIGHWAY, AND 100 FEET NORTH OF THE RIGHT-OF-WAY
 FL0090'FENCE.  A STANDARD DISK, STAMPED F 547 RESET 1950 AND SET IN THE TOP
 FL0090'OF A CONCRETE POST.  NOTE-- IT IS 0.5 FEET N. OF FENCE AND ABOUT 4
 FL0090'INCHES BELOW GROUND, 80 FEET EAST OF NORTH-SOUTH ROAD, 90 FEET SOUTH
 FL0090'OF EAST WEST ROAD (FM 1268) AND ABOUT 150 FEET SE OF TRIANGULATION
 FL0090'STATION HILL.
 FL0090
 FL0090                          STATION RECOVERY (1966)
 FL0090
 FL0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1906 ***********************************************************************
 FL1906  DESIGNATION -  F 547 RESET
 FL1906  PID         -  FL1906
 FL1906  STATE/COUNTY-  TX/HEMPHILL
 FL1906  USGS QUAD   -  YOUNG RANCH (1967)
 FL1906
 FL1906                         *CURRENT SURVEY CONTROL
 FL1906  ___________________________________________________________________
 FL1906* NAD 83(1993)-  35 38 01.67251(N)    100 27 03.87114(W)     ADJUSTED  
 FL1906* NAVD 88     -       886.61   (+/-2cm)    2908.8    (feet)  VERTCON   
 FL1906  ___________________________________________________________________
 FL1906  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 FL1906  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FL1906
 FL1906  HORZ ORDER  -  THIRD
 FL1906  VERT ORDER  -  THIRD ? (See Below)
 FL1906
 FL1906.The horizontal coordinates were established by classical geodetic methods
 FL1906.and adjusted by the National Geodetic Survey in February 1996..
 FL1906.No horizontal observational check was made to the station.
 FL1906
 FL1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1906.The vertical order pertains to the NGVD 29 superseded value.
 FL1906
 FL1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1906
 FL1906.The geoid height was determined by GEOID03.
 FL1906
 FL1906;                    North         East     Units Scale Factor Converg.
 FL1906;SPC TX N     - 1,181,752.836   295,000.644   MT  0.99991795   +0 36 28.4
 FL1906;SPC TX N     - 3,877,134.10    967,847.95   sFT  0.99991795   +0 36 28.4
 FL1906;UTM  14      - 3,944,301.971   368,611.525   MT  0.99981273   -0 50 43.9
 FL1906
 FL1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1906!SPC TX N     -   0.99986514  x   0.99991795  =   0.99978310
 FL1906!UTM  14      -   0.99986514  x   0.99981273  =   0.99967789
 FL1906
 FL1906                          SUPERSEDED SURVEY CONTROL
 FL1906
 FL1906  NAD 83(1993)-  35 38 01.67327(N)    100 27 03.87048(W) AD(       ) 3
 FL1906  NAD 83(1986)-  35 38 01.67716(N)    100 27 03.86002(W) AD(       ) 3
 FL1906  NAD 27      -  35 38 01.51500(N)    100 27 02.39400(W) AD(       ) 3
 FL1906  NGVD 29 (07/19/86)  886.24   (m)         2907.6    (f) LEVELING    3  
 FL1906
 FL1906.Superseded values are not recommended for survey control.
 FL1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1906.See file dsdata.txt to determine how the superseded data were derived.
 FL1906
 FL1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6861244302(NAD 83)
 FL1906_MARKER: DB = BENCH MARK DISK
 FL1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1906
 FL1906  HISTORY     - Date     Condition        Report By
 FL1906  HISTORY     - 1951     MONUMENTED       CGS
 FL1906
 FL1906                          STATION DESCRIPTION
 FL1906
 FL1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FL1906'BENCH MARK F 547 RESET 1950 IS 35 FEET SOUTH OF THE IMPROVED ROAD
 FL1906'AND 1 FOOT NORTH OF AN EAST-WEST FENCE.  THE MARK IS A BRONZE
 FL1906'DISK STAMPED 547 RESET 1950, AND IS SET IN A 4 X 4 PRECAST CONCRETE
 FL1906'POST THAT IS FLUSH WITH THE GROUND.  THE F IN THE STAMPING
 FL1906'ON THE MARK HAS BEEN SCRATCHED OFF AND IS NOT VISABLE.
 FL1906'
 FL1906'TO REACH THE STATION FROM THE COURTHOUSE IN WHEELER.  GO
 FL1906'NORTH ON U.S. HIGHWAY 83 FOR 13.4 MILES TO A CROSSROADS AT THE
 FL1906'COUNTY LINE, CONTINUE NORTH FOR 1.2 MILES TO A CROSSROADS, TURN
 FL1906'WEST ON THE IMPROVED ROAD AND GO 6.0 MILES TO A CROSS ROAD, AND
 FL1906'THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0678 ***********************************************************************
 FL0678  DESIGNATION -  F 548
 FL0678  PID         -  FL0678
 FL0678  STATE/COUNTY-  TX/GRAY
 FL0678  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL0678
 FL0678                         *CURRENT SURVEY CONTROL
 FL0678  ___________________________________________________________________
 FL0678* NAD 83(1986)-  35 32 00.     (N)    100 34 11.     (W)     SCALED    
 FL0678* NAVD 88     -       875.652  (meters)    2872.87   (feet)  ADJUSTED  
 FL0678  ___________________________________________________________________
 FL0678  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 FL0678  DYNAMIC HT  -         874.701 (meters)    2869.75  (feet)  COMP
 FL0678  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 FL0678
 FL0678  VERT ORDER  -  SECOND    CLASS 0
 FL0678
 FL0678.The horizontal coordinates were scaled from a topographic map and have
 FL0678.an estimated accuracy of +/- 6 seconds.
 FL0678
 FL0678.The orthometric height was determined by differential leveling
 FL0678.and adjusted by the National Geodetic Survey in June 1991..
 FL0678
 FL0678.The geoid height was determined by GEOID03.
 FL0678
 FL0678.The dynamic height is computed by dividing the NAVD 88
 FL0678.geopotential number by the normal gravity value computed on the
 FL0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0678.degrees latitude (g = 980.6199 gals.).
 FL0678
 FL0678.The modeled gravity was interpolated from observed gravity values.
 FL0678
 FL0678;                    North         East    Units  Estimated Accuracy
 FL0678;SPC TX N     - 1,170,500.      284,360.      MT  (+/- 180 meters Scaled)
 FL0678
 FL0678                          SUPERSEDED SURVEY CONTROL
 FL0678
 FL0678  NGVD 29 (??/??/92)  875.289  (m)         2871.68   (f) ADJ UNCH    2 0
 FL0678
 FL0678.Superseded values are not recommended for survey control.
 FL0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0678.See file dsdata.txt to determine how the superseded data were derived.
 FL0678
 FL0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE576333(NAD 83)
 FL0678_MARKER: DB = BENCH MARK DISK
 FL0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0678_STAMPING: F-548 1935
 FL0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0678+STABILITY: SURFACE MOTION
 FL0678
 FL0678  HISTORY     - Date     Condition        Report By
 FL0678  HISTORY     - 1935     MONUMENTED       CGS
 FL0678  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0678
 FL0678                          STATION DESCRIPTION
 FL0678
 FL0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0678'3.9 MI E FROM LAKETON.
 FL0678'ALONG AT AND SF RAILROAD BETWEEN LAKETON AND GAGEBY.  AT EAST END OF
 FL0678'CUT.  ON BANK.  0.2 MILES EAST OF GRADED ROAD CROSSING.  0.4 MILE EAST
 FL0678'OF MILE POST NO. 22.  73.0 FEET SOUTH OF SOUTH RAIL.  24.5 FEET NORTH
 FL0678'OF RIGHT-OF-WAY FENCE.
 FL0678
 FL0678                          STATION RECOVERY (1966)
 FL0678
 FL0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0717 ***********************************************************************
 AW0717  DESIGNATION -  F 55
 AW0717  PID         -  AW0717
 AW0717  STATE/COUNTY-  TX/HARRIS
 AW0717  USGS QUAD   -  CROSBY (1982)
 AW0717
 AW0717                         *CURRENT SURVEY CONTROL
 AW0717  ___________________________________________________________________
 AW0717* NAD 83(1986)-  29 54 33.     (N)    095 04 06.     (W)     SCALED    
 AW0717* NAVD 88     -        13.708  (meters)      44.97   (feet)  ADJUSTED  
 AW0717  ___________________________________________________________________
 AW0717  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0717  DYNAMIC HT  -          13.690 (meters)      44.91  (feet)  COMP
 AW0717  MODELED GRAV-     979,300.4   (mgal)                       NAVD 88
 AW0717  OBS GRAVITY -     979,300.3   (mgal)                       GRAV_OBS
 AW0717
 AW0717  VERT ORDER  -  FIRST     CLASS II
 AW0717
 AW0717.The horizontal coordinates were scaled from a topographic map and have
 AW0717.an estimated accuracy of +/- 6 seconds.
 AW0717
 AW0717.The orthometric height was determined by differential leveling
 AW0717.and adjusted by the National Geodetic Survey in June 1991..
 AW0717
 AW0717.The geoid height was determined by GEOID03.
 AW0717
 AW0717.The dynamic height is computed by dividing the NAVD 88
 AW0717.geopotential number by the normal gravity value computed on the
 AW0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0717.degrees latitude (g = 980.6199 gals.).
 AW0717
 AW0717.The modeled gravity was interpolated from observed gravity values.
 AW0717.The observed gravity was obtained from relative gravimeter ties
 AW0717.to the IGSN71 gravity network.
 AW0717
 AW0717;                    North         East    Units  Estimated Accuracy
 AW0717;SPC TXSC     - 4,236,440.      979,590.      MT  (+/- 180 meters Scaled)
 AW0717
 AW0717                          SUPERSEDED SURVEY CONTROL
 AW0717
 AW0717  NGVD 29 (12/23/87)   13.707  (m)           44.97   (f) ADJUSTED    1 2
 AW0717
 AW0717.Superseded values are not recommended for survey control.
 AW0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0717.See file dsdata.txt to determine how the superseded data were derived.
 AW0717
 AW0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP003105(NAD 83)
 AW0717_MARKER: DB = BENCH MARK DISK
 AW0717_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW0717_SP_SET: FOUNDATION
 AW0717_STAMPING: F 55 1918 ELEV. 48.14 FT.
 AW0717_MARK LOGO: CGS   
 AW0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0717+STABILITY: POSITION/ELEVATION WELL
 AW0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0717+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0717
 AW0717  HISTORY     - Date     Condition        Report By
 AW0717  HISTORY     - 1918     MONUMENTED       CGS
 AW0717  HISTORY     - 1972     GOOD             NGS
 AW0717  HISTORY     - 1978     GOOD             NGS
 AW0717  HISTORY     - 1978     GOOD             DOD
 AW0717  HISTORY     - 1983     GOOD             NGS
 AW0717  HISTORY     - 1987     GOOD             NGS
 AW0717  HISTORY     - 1988     GOOD             USPSQD
 AW0717  HISTORY     - 1990     GOOD             USPSQD
 AW0717  HISTORY     - 19941213 POOR             USPSQD
 AW0717  HISTORY     - 20010730 GOOD             NGS
 AW0717  HISTORY     - 20040317 GOOD             USPSQD
 AW0717
 AW0717                          STATION DESCRIPTION
 AW0717
 AW0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0717'IN CROSBY.
 AW0717'AT CROSBY, ABOUT 75 YARDS SOUTHEAST OF THE CROSSING OF THE SOUTHERN
 AW0717'PACIFIC RAILROAD AND MAIN STREET, SET VERTICALLY IN THE NORTHEAST FACE
 AW0717'OF THE EAST CONCRETE CORNER OF A CONCRETE FOUNDATION OF A 2-STORY
 AW0717'BRICK BUILDING -- SWANSONS GENERAL ELECTRIC, 13.2 FEET SOUTHWEST OF
 AW0717'THE SOUTHWEST CURB OF MAIN STREET, 0.7 FEET NORTHWEST OF THE EAST
 AW0717'CORNER OF THE BUILDING, 2.7 FEET ABOVE THE SIDEWALK.
 AW0717
 AW0717                          STATION RECOVERY (1978)
 AW0717
 AW0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0717'RECOVERED IN GOOD CONDITION.
 AW0717
 AW0717                          STATION RECOVERY (1978)
 AW0717
 AW0717'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0717'RECOVERED IN GOOD CONDITION.
 AW0717
 AW0717                          STATION RECOVERY (1983)
 AW0717
 AW0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0717'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0717'IN CROSBY, AT THE JUNCTION OF FARM ROAD 2100 AND KERNOHAN STREET, SET
 AW0717'VERTICALLY IN THE NORTHEAST FACE OF THE EAST CONCRETE CORNER OF A
 AW0717'CONCRETE FOUNDATION OF A TWO STORY BRICK BUILDING (LAMBERTS TREASURES
 AW0717'AND ETCETERA, PROPERTY OWNED BY JACK NOONON), 3.96 METERS (13.0 FT)
 AW0717'SOUTHWEST OF THE SOUTHWEST CURB OF THE ROAD, AND 0.21 METERS (0.7 FT)
 AW0717'NORTHWEST OF THE EAST CORNER OF THE BUILDING.
 AW0717'THE MARK IS 0.82 M ABOVE SIDEWALK.
 AW0717
 AW0717                          STATION RECOVERY (1987)
 AW0717
 AW0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0717'RECOVERED IN GOOD CONDITION.  ADD--AT 5613 FARM ROAD 2100.
 AW0717
 AW0717                          STATION RECOVERY (1988)
 AW0717
 AW0717'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0717'RECOVERED IN GOOD CONDITION.
 AW0717
 AW0717                          STATION RECOVERY (1990)
 AW0717
 AW0717'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW0717'RECOVERED IN GOOD CONDITION.
 AW0717
 AW0717                          STATION RECOVERY (1994)
 AW0717
 AW0717'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0717'MARK RECOVERED IN POOR CONDITION.
 AW0717
 AW0717                          STATION RECOVERY (2001)
 AW0717
 AW0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0717'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0717
 AW0717                          STATION RECOVERY (2004)
 AW0717
 AW0717'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0921 ***********************************************************************
 FL0921  DESIGNATION -  F 551
 FL0921  PID         -  FL0921
 FL0921  STATE/COUNTY-  TX/CARSON
 FL0921  USGS QUAD   -  WHITE DEER SW (1966)
 FL0921
 FL0921                         *CURRENT SURVEY CONTROL
 FL0921  ___________________________________________________________________
 FL0921* NAD 83(1986)-  35 18 06.     (N)    101 10 06.     (W)     SCALED    
 FL0921* NAVD 88     -      1016.326  (meters)    3334.40   (feet)  ADJUSTED  
 FL0921  ___________________________________________________________________
 FL0921  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL0921  DYNAMIC HT  -        1015.153 (meters)    3330.55  (feet)  COMP
 FL0921  MODELED GRAV-     979,445.5   (mgal)                       NAVD 88
 FL0921
 FL0921  VERT ORDER  -  SECOND    CLASS 0
 FL0921
 FL0921.The horizontal coordinates were scaled from a topographic map and have
 FL0921.an estimated accuracy of +/- 6 seconds.
 FL0921
 FL0921.The orthometric height was determined by differential leveling
 FL0921.and adjusted by the National Geodetic Survey in June 1991..
 FL0921
 FL0921.The geoid height was determined by GEOID03.
 FL0921
 FL0921.The dynamic height is computed by dividing the NAVD 88
 FL0921.geopotential number by the normal gravity value computed on the
 FL0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0921.degrees latitude (g = 980.6199 gals.).
 FL0921
 FL0921.The modeled gravity was interpolated from observed gravity values.
 FL0921
 FL0921;                    North         East    Units  Estimated Accuracy
 FL0921;SPC TX N     - 1,144,450.      230,160.      MT  (+/- 180 meters Scaled)
 FL0921
 FL0921                          SUPERSEDED SURVEY CONTROL
 FL0921
 FL0921  NGVD 29 (??/??/92) 1015.859  (m)         3332.86   (f) ADJ UNCH    2 0
 FL0921
 FL0921.Superseded values are not recommended for survey control.
 FL0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0921.See file dsdata.txt to determine how the superseded data were derived.
 FL0921
 FL0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE028086(NAD 83)
 FL0921_MARKER: DB = BENCH MARK DISK
 FL0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0921_STAMPING: F 551 1935
 FL0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0921+STABILITY: SURFACE MOTION
 FL0921
 FL0921  HISTORY     - Date     Condition        Report By
 FL0921  HISTORY     - 1935     MONUMENTED       CGS
 FL0921  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0921
 FL0921                          STATION DESCRIPTION
 FL0921
 FL0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0921'9.5 MI NW FROM GROOM.
 FL0921'3.4 MILES WEST ALONG U. S. HIGHWAY 66 FROM THE POST OFFICE AT GROOM,
 FL0921'CARSON COUNTY, 6.1 MILES NORTH ALONG A GRADED ROAD, 42 YARDS SOUTH OF
 FL0921'THE L. D. HARRIS RANCHHOUSE, 26.5 FEET EAST OF THE CENTERLINE OF THE
 FL0921'GRADED ROAD, AND 6 FEET NORTH OF THE NORTHWEST CORNER OF A GARDEN LOT.
 FL0921'A STANDARD DISK, STAMPED F 551 1935 AND SET IN THE TOP OF A CONCRETE
 FL0921'POST.
 FL0921
 FL0921                          STATION RECOVERY (1966)
 FL0921
 FL0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0956 ***********************************************************************
 FL0956  DESIGNATION -  F 552
 FL0956  PID         -  FL0956
 FL0956  STATE/COUNTY-  TX/CARSON
 FL0956  USGS QUAD   -  GRANDVIEW SCHOOL (1966)
 FL0956
 FL0956                         *CURRENT SURVEY CONTROL
 FL0956  ___________________________________________________________________
 FL0956* NAD 83(1986)-  35 17 04.     (N)    101 04 49.     (W)     SCALED    
 FL0956* NAVD 88     -      1005.283  (meters)    3298.17   (feet)  ADJUSTED  
 FL0956  ___________________________________________________________________
 FL0956  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL0956  DYNAMIC HT  -        1004.132 (meters)    3294.39  (feet)  COMP
 FL0956  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 FL0956
 FL0956  VERT ORDER  -  SECOND    CLASS 0
 FL0956
 FL0956.The horizontal coordinates were scaled from a topographic map and have
 FL0956.an estimated accuracy of +/- 6 seconds.
 FL0956
 FL0956.The orthometric height was determined by differential leveling
 FL0956.and adjusted by the National Geodetic Survey in June 1991..
 FL0956
 FL0956.The geoid height was determined by GEOID03.
 FL0956
 FL0956.The dynamic height is computed by dividing the NAVD 88
 FL0956.geopotential number by the normal gravity value computed on the
 FL0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0956.degrees latitude (g = 980.6199 gals.).
 FL0956
 FL0956.The modeled gravity was interpolated from observed gravity values.
 FL0956
 FL0956;                    North         East    Units  Estimated Accuracy
 FL0956;SPC TX N     - 1,142,570.      238,180.      MT  (+/- 180 meters Scaled)
 FL0956
 FL0956                          SUPERSEDED SURVEY CONTROL
 FL0956
 FL0956  NGVD 29 (??/??/92) 1004.84   (m)         3296.7    (f) COMPUTED    2 0
 FL0956
 FL0956.Superseded values are not recommended for survey control.
 FL0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0956.See file dsdata.txt to determine how the superseded data were derived.
 FL0956
 FL0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE108065(NAD 83)
 FL0956_MARKER: DB = BENCH MARK DISK
 FL0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0956_STAMPING: F 552 1935
 FL0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0956+STABILITY: SURFACE MOTION
 FL0956
 FL0956  HISTORY     - Date     Condition        Report By
 FL0956  HISTORY     - 1935     MONUMENTED       CGS
 FL0956
 FL0956                          STATION DESCRIPTION
 FL0956
 FL0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0956'6.9 MI N FROM BOYDSTON.
 FL0956'IN CARSON COUNTY, 6.9 MILES NORTH ALONG A GRADED ROAD FROM BOYDSTON,
 FL0956'GRAY COUNTY, 3.8 MILES WEST.  AT A ROAD INTERSECTION, 197 FEET SOUTH
 FL0956'OF THE MILT WILLIAM FARMHOUSE, 84 FEET NORTHWEST OF THE CENTER OF THE
 FL0956'INTERSECTION, 33 FET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 FL0956'ROAD, 7.5 FEET WEST OF A FENCE CORNER, AND 3.2 FEET NORTH OF THE
 FL0956'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 552 1935 AND SET IN
 FL0956'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1002 ***********************************************************************
 FL1002  DESIGNATION -  F 553
 FL1002  PID         -  FL1002
 FL1002  STATE/COUNTY-  TX/GRAY
 FL1002  USGS QUAD   -  KINGSMILL (1966)
 FL1002
 FL1002                         *CURRENT SURVEY CONTROL
 FL1002  ___________________________________________________________________
 FL1002* NAD 83(1986)-  35 29 16.     (N)    101 03 39.     (W)     SCALED    
 FL1002* NAVD 88     -      1005.061  (meters)    3297.44   (feet)  ADJUSTED  
 FL1002  ___________________________________________________________________
 FL1002  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1002  DYNAMIC HT  -        1003.943 (meters)    3293.77  (feet)  COMP
 FL1002  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 FL1002
 FL1002  VERT ORDER  -  SECOND    CLASS 0
 FL1002
 FL1002.The horizontal coordinates were scaled from a topographic map and have
 FL1002.an estimated accuracy of +/- 6 seconds.
 FL1002
 FL1002.The orthometric height was determined by differential leveling
 FL1002.and adjusted by the National Geodetic Survey in June 1991..
 FL1002
 FL1002.The geoid height was determined by GEOID03.
 FL1002
 FL1002.The dynamic height is computed by dividing the NAVD 88
 FL1002.geopotential number by the normal gravity value computed on the
 FL1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1002.degrees latitude (g = 980.6199 gals.).
 FL1002
 FL1002.The modeled gravity was interpolated from observed gravity values.
 FL1002
 FL1002;                    North         East    Units  Estimated Accuracy
 FL1002;SPC TX N     - 1,165,140.      239,850.      MT  (+/- 180 meters Scaled)
 FL1002
 FL1002                          SUPERSEDED SURVEY CONTROL
 FL1002
 FL1002  NGVD 29 (??/??/92) 1004.637  (m)         3296.05   (f) ADJ UNCH    2 0
 FL1002
 FL1002.Superseded values are not recommended for survey control.
 FL1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1002.See file dsdata.txt to determine how the superseded data were derived.
 FL1002
 FL1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE130290(NAD 83)
 FL1002_MARKER: DB = BENCH MARK DISK
 FL1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1002_STAMPING: F 553 1935
 FL1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1002+STABILITY: SURFACE MOTION
 FL1002
 FL1002  HISTORY     - Date     Condition        Report By
 FL1002  HISTORY     - 1935     MONUMENTED       CGS
 FL1002  HISTORY     - 1943     GOOD             NGS
 FL1002
 FL1002                          STATION DESCRIPTION
 FL1002
 FL1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1002'0.5 MI NE FROM KINGS MILL.
 FL1002'0.5 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL1002'STATION AT KINGS MILL, GRAY COUNTY, AT A DIRT ROAD CROSSING, 124 FEET
 FL1002'NORTH OF THE CENTERLINE OF U. S. HIGHWAY 60, 87 FEET WEST OF THE
 FL1002'CENTERLINE OF THE DIRT ROAD, 70 FEET SOUTH OF THE SOUTH RAIL OF THE
 FL1002'EAST-BOUND TRACK, 3 FEET SOUTH OF A POWERLINE POLE, AND 2 FEET EAST OF
 FL1002'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 553 1935 AND
 FL1002'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0464 ***********************************************************************
 FL0464  DESIGNATION -  F 555
 FL0464  PID         -  FL0464
 FL0464  STATE/COUNTY-  TX/GRAY
 FL0464  USGS QUAD   -  LEFORS (1967)
 FL0464
 FL0464                         *CURRENT SURVEY CONTROL
 FL0464  ___________________________________________________________________
 FL0464* NAD 83(1986)-  35 26 04.     (N)    100 50 31.     (W)     SCALED    
 FL0464* NAVD 88     -       894.222  (meters)    2933.79   (feet)  ADJUSTED  
 FL0464  ___________________________________________________________________
 FL0464  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL0464  DYNAMIC HT  -         893.256 (meters)    2930.62  (feet)  COMP
 FL0464  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 FL0464
 FL0464  VERT ORDER  -  SECOND    CLASS 0
 FL0464
 FL0464.The horizontal coordinates were scaled from a topographic map and have
 FL0464.an estimated accuracy of +/- 6 seconds.
 FL0464
 FL0464.The orthometric height was determined by differential leveling
 FL0464.and adjusted by the National Geodetic Survey in June 1991..
 FL0464
 FL0464.The geoid height was determined by GEOID03.
 FL0464
 FL0464.The dynamic height is computed by dividing the NAVD 88
 FL0464.geopotential number by the normal gravity value computed on the
 FL0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0464.degrees latitude (g = 980.6199 gals.).
 FL0464
 FL0464.The modeled gravity was interpolated from observed gravity values.
 FL0464
 FL0464;                    North         East    Units  Estimated Accuracy
 FL0464;SPC TX N     - 1,159,330.      259,750.      MT  (+/- 180 meters Scaled)
 FL0464
 FL0464                          SUPERSEDED SURVEY CONTROL
 FL0464
 FL0464  NGVD 29 (??/??/92)  893.843  (m)         2932.55   (f) ADJ UNCH    2 0
 FL0464
 FL0464.Superseded values are not recommended for survey control.
 FL0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0464.See file dsdata.txt to determine how the superseded data were derived.
 FL0464
 FL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE328227(NAD 83)
 FL0464_MARKER: DB = BENCH MARK DISK
 FL0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0464_STAMPING: F 555 1935
 FL0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0464+STABILITY: SURFACE MOTION
 FL0464
 FL0464  HISTORY     - Date     Condition        Report By
 FL0464  HISTORY     - 1935     MONUMENTED       CGS
 FL0464  HISTORY     - 1943     GOOD             NGS
 FL0464  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0464
 FL0464                          STATION DESCRIPTION
 FL0464
 FL0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0464'2.0 MI W FROM LEFORS.
 FL0464'2.0 MILES WEST ALONG A GRADED ROAD FROM THE POST OFFICE AT LEFORS, 0.4
 FL0464'MILE NORTH OF THE PHILLIP REFINERY IN 1935, 228 FEET SOUTHWEST OF AN
 FL0464'OIL WELL, ON THE SLOPE OF A LONG HILL, 38.2 FEET NORTH OF THE
 FL0464'CENTERLINE OF THE ROAD, AND 2.6 FEET NORTH OF A TELEPHONE POLE.  A
 FL0464'STANDARD DISK, STAMPED F 555 1935 AND SET IN THE TOP OF A CONCRETE
 FL0464'POST.
 FL0464
 FL0464                          STATION RECOVERY (1966)
 FL0464
 FL0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0730 ***********************************************************************
 BY0730  DESIGNATION -  F 556
 BY0730  PID         -  BY0730
 BY0730  STATE/COUNTY-  TX/TRINITY
 BY0730  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0730
 BY0730                         *CURRENT SURVEY CONTROL
 BY0730  ___________________________________________________________________
 BY0730* NAD 83(1986)-  31 14 15.     (N)    094 58 40.     (W)     SCALED    
 BY0730* NAVD 88     -        74.47   (+/-2cm)     244.3    (feet)  VERTCON   
 BY0730  ___________________________________________________________________
 BY0730  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BY0730
 BY0730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0730
 BY0730.The horizontal coordinates were scaled from a topographic map and have
 BY0730.an estimated accuracy of +/- 6 seconds.
 BY0730
 BY0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0730.The vertical order pertains to the NGVD 29 superseded value.
 BY0730
 BY0730.The geoid height was determined by GEOID03.
 BY0730
 BY0730;                    North         East    Units  Estimated Accuracy
 BY0730;SPC TX C     - 3,186,410.    1,209,950.      MT  (+/- 180 meters Scaled)
 BY0730
 BY0730                          SUPERSEDED SURVEY CONTROL
 BY0730
 BY0730  NGVD 29 (??/??/92)   74.500  (m)          244.42   (f) ADJ UNCH    2 0
 BY0730
 BY0730.Superseded values are not recommended for survey control.
 BY0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0730.See file dsdata.txt to determine how the superseded data were derived.
 BY0730
 BY0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ116576(NAD 83)
 BY0730_MARKER: DB = BENCH MARK DISK
 BY0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0730_STAMPING: F 556 1947
 BY0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0730+STABILITY: SURFACE MOTION
 BY0730
 BY0730  HISTORY     - Date     Condition        Report By
 BY0730  HISTORY     - 1947     MONUMENTED       CGS
 BY0730
 BY0730                          STATION DESCRIPTION
 BY0730
 BY0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0730'1.1 MI N FROM APPLE SPRINGS.
 BY0730'0.1 MILE WEST ALONG STATE HIGHWAY NO.94 FROM THE POST OFFICE AT APPLE
 BY0730'SPRINGS, THENCE NORTH 1.0 MILE ALONG A GRADED DIRT ROAD, 106.0 FEET
 BY0730'NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE ACROSS JIM WHITE
 BY0730'BRANCH, 47.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 36.0 FEET SOUTH
 BY0730'OF A 12 INCH OAK TREE, 13.6 FEET NORTHEAST OF A 14 INCH OAK TREE, 1.5
 BY0730'FEET SOUTH OF A 4 X 4 IN. WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0730'POST WHICH PROJECTS ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0683 ***********************************************************************
 BY0683  DESIGNATION -  F 557
 BY0683  PID         -  BY0683
 BY0683  STATE/COUNTY-  TX/ANGELINA
 BY0683  USGS QUAD   -  WELLS (1980)
 BY0683
 BY0683                         *CURRENT SURVEY CONTROL
 BY0683  ___________________________________________________________________
 BY0683* NAD 83(1986)-  31 24 24.     (N)    094 55 34.     (W)     SCALED    
 BY0683* NAVD 88     -        83.73   (+/-2cm)     274.7    (feet)  VERTCON   
 BY0683  ___________________________________________________________________
 BY0683  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY0683
 BY0683  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0683
 BY0683.The horizontal coordinates were scaled from a topographic map and have
 BY0683.an estimated accuracy of +/- 6 seconds.
 BY0683
 BY0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0683.The vertical order pertains to the NGVD 29 superseded value.
 BY0683
 BY0683.The geoid height was determined by GEOID03.
 BY0683
 BY0683;                    North         East    Units  Estimated Accuracy
 BY0683;SPC TX C     - 3,205,380.    1,213,960.      MT  (+/- 180 meters Scaled)
 BY0683
 BY0683                          SUPERSEDED SURVEY CONTROL
 BY0683
 BY0683  NGVD 29 (??/??/92)   83.788  (m)          274.89   (f) ADJ UNCH    2 0
 BY0683
 BY0683.Superseded values are not recommended for survey control.
 BY0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0683.See file dsdata.txt to determine how the superseded data were derived.
 BY0683
 BY0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ168762(NAD 83)
 BY0683_MARKER: DB = BENCH MARK DISK
 BY0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0683_STAMPING: F 557 1947
 BY0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0683+STABILITY: SURFACE MOTION
 BY0683
 BY0683  HISTORY     - Date     Condition        Report By
 BY0683  HISTORY     - 1947     MONUMENTED       CGS
 BY0683
 BY0683                          STATION DESCRIPTION
 BY0683
 BY0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0683'4.9 MI SW FROM POLLOCK.
 BY0683'4.9 MILES SOUTHWEST ALONG FARM HIGHWAY NO.327 FROM THE POST OFFICE AT
 BY0683'POLLOCK, 56.0 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A WOODS
 BY0683'ROAD LEADING SOUTHWEST FROM THE HIGHWAY, 65.0 FEET WEST OF THE WEST
 BY0683'CORNER OF A FARMHOUSE, 42.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT
 BY0683'HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 15.4 FEET NORTHWEST OF A
 BY0683'FENCE CORNER, 1.0 FOOT SOUTHWEST OF A FENCE, 2.5 FEET NORTHWEST OF A 4
 BY0683'X 4 IN. WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0683'ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0732 ***********************************************************************
 BY0732  DESIGNATION -  F 558
 BY0732  PID         -  BY0732
 BY0732  STATE/COUNTY-  TX/TRINITY
 BY0732  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0732
 BY0732                         *CURRENT SURVEY CONTROL
 BY0732  ___________________________________________________________________
 BY0732* NAD 83(1986)-  31 13 15.     (N)    094 59 04.     (W)     SCALED    
 BY0732* NAVD 88     -        94.04   (+/-2cm)     308.5    (feet)  VERTCON   
 BY0732  ___________________________________________________________________
 BY0732  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BY0732
 BY0732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0732
 BY0732.The horizontal coordinates were scaled from a topographic map and have
 BY0732.an estimated accuracy of +/- 6 seconds.
 BY0732
 BY0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0732.The vertical order pertains to the NGVD 29 superseded value.
 BY0732
 BY0732.The geoid height was determined by GEOID03.
 BY0732
 BY0732;                    North         East    Units  Estimated Accuracy
 BY0732;SPC TX C     - 3,184,540.    1,209,410.      MT  (+/- 180 meters Scaled)
 BY0732
 BY0732                          SUPERSEDED SURVEY CONTROL
 BY0732
 BY0732  NGVD 29 (??/??/92)   94.074  (m)          308.64   (f) ADJ UNCH    2 0
 BY0732
 BY0732.Superseded values are not recommended for survey control.
 BY0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0732.See file dsdata.txt to determine how the superseded data were derived.
 BY0732
 BY0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ109557(NAD 83)
 BY0732_MARKER: DB = BENCH MARK DISK
 BY0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0732_STAMPING: F 558 1948
 BY0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0732+STABILITY: SURFACE MOTION
 BY0732
 BY0732  HISTORY     - Date     Condition        Report By
 BY0732  HISTORY     - 1948     MONUMENTED       CGS
 BY0732
 BY0732                          STATION DESCRIPTION
 BY0732
 BY0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0732'1.0 MI SW FROM APPLE SPRINGS.
 BY0732'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS LODGE
 BY0732'AT APPLE SPRINGS, 184.0 FEET EAST OF THE CENTER LINE OF THE MAIN
 BY0732'ENTRANCE TO THE APPLE SPRINGS U. S. FORESTRY WORKSHOP, 164.3 FEET WEST
 BY0732'OF THE NORTHWEST CORNER OF THE PUMPHOUSE FOR THE FORESTRY WORKSHOP,
 BY0732'127.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 54.3 FEET WEST OF
 BY0732'A FENCE CORNER, 2.3 FEET EAST OF A REFERENCE POST, 0.7 FOOT SOUTH OF A
 BY0732'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BY0732'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0612 ***********************************************************************
 BL0612  DESIGNATION -  F 559
 BL0612  PID         -  BL0612
 BL0612  STATE/COUNTY-  TX/POLK
 BL0612  USGS QUAD   -  CARMONA (1984)
 BL0612
 BL0612                         *CURRENT SURVEY CONTROL
 BL0612  ___________________________________________________________________
 BL0612* NAD 83(1986)-  30 58 27.     (N)    094 58 04.     (W)     SCALED    
 BL0612* NAVD 88     -       105.63   (+/-2cm)     346.6    (feet)  VERTCON   
 BL0612  ___________________________________________________________________
 BL0612  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL0612
 BL0612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0612
 BL0612.The horizontal coordinates were scaled from a topographic map and have
 BL0612.an estimated accuracy of +/- 6 seconds.
 BL0612
 BL0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0612.The vertical order pertains to the NGVD 29 superseded value.
 BL0612
 BL0612.The geoid height was determined by GEOID03.
 BL0612
 BL0612;                    North         East    Units  Estimated Accuracy
 BL0612;SPC TX C     - 3,157,300.    1,212,310.      MT  (+/- 180 meters Scaled)
 BL0612
 BL0612                          SUPERSEDED SURVEY CONTROL
 BL0612
 BL0612  NGVD 29 (??/??/92)  105.640  (m)          346.59   (f) ADJ UNCH    2 0
 BL0612
 BL0612.Superseded values are not recommended for survey control.
 BL0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0612.See file dsdata.txt to determine how the superseded data were derived.
 BL0612
 BL0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ120284(NAD 83)
 BL0612_MARKER: DB = BENCH MARK DISK
 BL0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0612_STAMPING: F 559 1948
 BL0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0612+STABILITY: SURFACE MOTION
 BL0612
 BL0612  HISTORY     - Date     Condition        Report By
 BL0612  HISTORY     - 1948     MONUMENTED       CGS
 BL0612
 BL0612                          STATION DESCRIPTION
 BL0612
 BL0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0612'1.7 MI S FROM CARMONA.
 BL0612'1.7 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0612'CARMONA, 117.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 26.0 FEET
 BL0612'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 20.2 FEET
 BL0612'SOUTH OF THE SOUTH END OF A GATE THAT EXTENDS ACROSS THE PRIVATE ROAD,
 BL0612'1.2 FEET NORTH OF A REFERENCE POST, 0.8 FOOT EAST OF A FENCE, SET IN
 BL0612'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1524 ***********************************************************************
 BY1524  DESIGNATION -  F 560
 BY1524  PID         -  BY1524
 BY1524  STATE/COUNTY-  TX/TRINITY
 BY1524  USGS QUAD   -  PENNINGTON (1963)
 BY1524
 BY1524                         *CURRENT SURVEY CONTROL
 BY1524  ___________________________________________________________________
 BY1524* NAD 83(1986)-  31 09 32.     (N)    095 12 19.     (W)     SCALED    
 BY1524* NAVD 88     -        91.60   (+/-2cm)     300.5    (feet)  VERTCON   
 BY1524  ___________________________________________________________________
 BY1524  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BY1524
 BY1524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1524
 BY1524.The horizontal coordinates were scaled from a topographic map and have
 BY1524.an estimated accuracy of +/- 6 seconds.
 BY1524
 BY1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1524.The vertical order pertains to the NGVD 29 superseded value.
 BY1524
 BY1524.The geoid height was determined by GEOID03.
 BY1524
 BY1524;                    North         East    Units  Estimated Accuracy
 BY1524;SPC TX C     - 3,176,690.    1,188,710.      MT  (+/- 180 meters Scaled)
 BY1524
 BY1524                          SUPERSEDED SURVEY CONTROL
 BY1524
 BY1524  NGVD 29 (??/??/92)   91.612  (m)          300.56   (f) ADJ UNCH    2 0
 BY1524
 BY1524.Superseded values are not recommended for survey control.
 BY1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1524.See file dsdata.txt to determine how the superseded data were derived.
 BY1524
 BY1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ897493(NAD 83)
 BY1524_MARKER: DB = BENCH MARK DISK
 BY1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1524_STAMPING: F 560 1948
 BY1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1524+STABILITY: SURFACE MOTION
 BY1524
 BY1524  HISTORY     - Date     Condition        Report By
 BY1524  HISTORY     - 1948     MONUMENTED       CGS
 BY1524
 BY1524                          STATION DESCRIPTION
 BY1524
 BY1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1524'4.75 MI S FROM PENNINGTON.
 BY1524'2.5 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1524'PENNINGTON, THENCE 2.25 MILES SOUTH ALONG A GRADED DIRT ROAD, ON TOP
 BY1524'OF A HILL, 265.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A 40-FOOT
 BY1524'WOODEN BRIDGE, 57.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 31.0
 BY1524'FEET NORTH OF THE CENTER LINE OF A TRAIL LEADING EAST, 1.8 FEET EAST
 BY1524'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY1524'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 1.1 MILES NORTH OF
 BY1524'BENCH MARK E 560.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1219 ***********************************************************************
 FL1219  DESIGNATION -  F 561
 FL1219  PID         -  FL1219
 FL1219  STATE/COUNTY-  TX/RANDALL
 FL1219  USGS QUAD   -  THOMAS RANCH (1973)
 FL1219
 FL1219                         *CURRENT SURVEY CONTROL
 FL1219  ___________________________________________________________________
 FL1219* NAD 83(1986)-  35 06 49.     (N)    101 43 21.     (W)     SCALED    
 FL1219* NAVD 88     -      1087.076  (meters)    3566.52   (feet)  ADJUSTED  
 FL1219  ___________________________________________________________________
 FL1219  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL1219  DYNAMIC HT  -        1085.779 (meters)    3562.26  (feet)  COMP
 FL1219  MODELED GRAV-     979,404.1   (mgal)                       NAVD 88
 FL1219
 FL1219  VERT ORDER  -  SECOND    CLASS 0
 FL1219
 FL1219.The horizontal coordinates were scaled from a topographic map and have
 FL1219.an estimated accuracy of +/- 6 seconds.
 FL1219
 FL1219.The orthometric height was determined by differential leveling
 FL1219.and adjusted by the National Geodetic Survey in June 1991..
 FL1219
 FL1219.The geoid height was determined by GEOID03.
 FL1219
 FL1219.The dynamic height is computed by dividing the NAVD 88
 FL1219.geopotential number by the normal gravity value computed on the
 FL1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1219.degrees latitude (g = 980.6199 gals.).
 FL1219
 FL1219.The modeled gravity was interpolated from observed gravity values.
 FL1219
 FL1219;                    North         East    Units  Estimated Accuracy
 FL1219;SPC TX N     - 1,123,560.      179,720.      MT  (+/- 180 meters Scaled)
 FL1219
 FL1219                          SUPERSEDED SURVEY CONTROL
 FL1219
 FL1219  NGVD 29 (??/??/92) 1086.592  (m)         3564.93   (f) ADJ UNCH    2 0
 FL1219
 FL1219.Superseded values are not recommended for survey control.
 FL1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1219.See file dsdata.txt to determine how the superseded data were derived.
 FL1219
 FL1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD518890(NAD 83)
 FL1219_MARKER: DB = BENCH MARK DISK
 FL1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1219_STAMPING: F 561 1935
 FL1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1219+STABILITY: SURFACE MOTION
 FL1219
 FL1219  HISTORY     - Date     Condition        Report By
 FL1219  HISTORY     - 1935     MONUMENTED       CGS
 FL1219  HISTORY     - 1956     MARK NOT FOUND   USGS
 FL1219  HISTORY     - 1985     MARK NOT FOUND   NGS
 FL1219
 FL1219                          STATION DESCRIPTION
 FL1219
 FL1219'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FL1219'8.7 MI E FROM ZITA.
 FL1219'8.7 MILES EAST OF ZITA, RANDALL COUNTY.  THIS BENCH MARK MAY BE
 FL1219'REACHED FROM THE PANHANDLE AND SANTA FE RAILWAY STATION BY GOING 0.7
 FL1219'MILE SOUTH ALONG THE RAILROAD AND THENCE 7.5 MILES EAST AND 0.5 MILE
 FL1219'SOUTH ALONG GRADED ROADS.  IT IS ON THE NORTH EDGE OF A WIDE, SHALLOW
 FL1219'VALLEY, 39 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 FL1219'AND 4 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FL1219'STAMPED F 561 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL1219
 FL1219                          STATION RECOVERY (1985)
 FL1219
 FL1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1518 ***********************************************************************
 FL1518  DESIGNATION -  F 562
 FL1518  PID         -  FL1518
 FL1518  STATE/COUNTY-  TX/RANDALL
 FL1518  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1518
 FL1518                         *CURRENT SURVEY CONTROL
 FL1518  ___________________________________________________________________
 FL1518* NAD 83(1986)-  35 00 51.     (N)    101 56 11.     (W)     SCALED    
 FL1518* NAVD 88     -      1105.356  (meters)    3626.49   (feet)  ADJUSTED  
 FL1518  ___________________________________________________________________
 FL1518  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 FL1518  DYNAMIC HT  -        1104.020 (meters)    3622.11  (feet)  COMP
 FL1518  MODELED GRAV-     979,387.3   (mgal)                       NAVD 88
 FL1518
 FL1518  VERT ORDER  -  SECOND    CLASS 0
 FL1518
 FL1518.The horizontal coordinates were scaled from a topographic map and have
 FL1518.an estimated accuracy of +/- 6 seconds.
 FL1518
 FL1518.The orthometric height was determined by differential leveling
 FL1518.and adjusted by the National Geodetic Survey in June 1991..
 FL1518
 FL1518.The geoid height was determined by GEOID03.
 FL1518
 FL1518.The dynamic height is computed by dividing the NAVD 88
 FL1518.geopotential number by the normal gravity value computed on the
 FL1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1518.degrees latitude (g = 980.6199 gals.).
 FL1518
 FL1518.The modeled gravity was interpolated from observed gravity values.
 FL1518
 FL1518;                    North         East    Units  Estimated Accuracy
 FL1518;SPC TX N     - 1,112,600.      160,170.      MT  (+/- 180 meters Scaled)
 FL1518
 FL1518                          SUPERSEDED SURVEY CONTROL
 FL1518
 FL1518  NGVD 29 (??/??/92) 1104.885  (m)         3624.94   (f) ADJ UNCH    2 0
 FL1518
 FL1518.Superseded values are not recommended for survey control.
 FL1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1518.See file dsdata.txt to determine how the superseded data were derived.
 FL1518
 FL1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD320785(NAD 83)
 FL1518_MARKER: DB = BENCH MARK DISK
 FL1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1518_STAMPING: F 562 1935
 FL1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1518+STABILITY: SURFACE MOTION
 FL1518
 FL1518  HISTORY     - Date     Condition        Report By
 FL1518  HISTORY     - 1935     MONUMENTED       CGS
 FL1518  HISTORY     - 1957     GOOD             NGS
 FL1518
 FL1518                          STATION DESCRIPTION
 FL1518
 FL1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FL1518'2.2 MI N FROM CANYON.
 FL1518'2.2 MILES NORTH ALONG THE SONCY ROAD FROM THE PANHANDLE AND SANTA FE
 FL1518'RAILWAY STATION AT CANYON, RANDALL COUNTY, 212 FEET FROM A SMALL BROWN
 FL1518'STUCCO RANCH HOUSE, AT A ROAD JUNCTION, 15 FEET EAST OF THE CENTERLINE
 FL1518'OF THE NORTH-AND-SOUTH ROAD, 38 FEET EAST OF THE EAST END OF A LARGE
 FL1518'STONE CULVERT, AT A JOG IN THE EAST RIGHT-OF-WAY FENCE, 7.3 FEET NORTH
 FL1518'OF THE EAST-AND-WEST FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 FL1518'NOTE-- BENCH MARK IS 20 FEET NORTHEAST OF AN IRRIGATION WELL AND WHITE
 FL1518'STUCCO HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0256 ***********************************************************************
 EN0256  DESIGNATION -  F 565
 EN0256  PID         -  EN0256
 EN0256  STATE/COUNTY-  TX/ARMSTRONG
 EN0256  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0256
 EN0256                         *CURRENT SURVEY CONTROL
 EN0256  ___________________________________________________________________
 EN0256* NAD 83(1986)-  34 51 22.     (N)    101 26 29.     (W)     SCALED    
 EN0256* NAVD 88     -       763.609  (meters)    2505.27   (feet)  ADJUSTED  
 EN0256  ___________________________________________________________________
 EN0256  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 EN0256  DYNAMIC HT  -         762.716 (meters)    2502.34  (feet)  COMP
 EN0256  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 EN0256
 EN0256  VERT ORDER  -  SECOND    CLASS 0
 EN0256
 EN0256.The horizontal coordinates were scaled from a topographic map and have
 EN0256.an estimated accuracy of +/- 6 seconds.
 EN0256
 EN0256.The orthometric height was determined by differential leveling
 EN0256.and adjusted by the National Geodetic Survey in June 1991..
 EN0256
 EN0256.The geoid height was determined by GEOID03.
 EN0256
 EN0256.The dynamic height is computed by dividing the NAVD 88
 EN0256.geopotential number by the normal gravity value computed on the
 EN0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0256.degrees latitude (g = 980.6199 gals.).
 EN0256
 EN0256.The modeled gravity was interpolated from observed gravity values.
 EN0256
 EN0256;                    North         East    Units  Estimated Accuracy
 EN0256;SPC TX N     - 1,094,980.      205,360.      MT  (+/- 180 meters Scaled)
 EN0256
 EN0256                          SUPERSEDED SURVEY CONTROL
 EN0256
 EN0256  NGVD 29 (??/??/92)  763.186  (m)         2503.89   (f) ADJ UNCH    2 0
 EN0256
 EN0256.Superseded values are not recommended for survey control.
 EN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0256.See file dsdata.txt to determine how the superseded data were derived.
 EN0256
 EN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD768598(NAD 83)
 EN0256_MARKER: DB = BENCH MARK DISK
 EN0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0256_STAMPING: F 565 1935
 EN0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0256+STABILITY: SURFACE MOTION
 EN0256
 EN0256  HISTORY     - Date     Condition        Report By
 EN0256  HISTORY     - 1935     MONUMENTED       CGS
 EN0256  HISTORY     - 1943     GOOD             NGS
 EN0256
 EN0256                          STATION DESCRIPTION
 EN0256
 EN0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0256'36.2 MI SE FROM CANYON.
 EN0256'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0256'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 16.2 MILES EAST
 EN0256'AND SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  ABOUT 2
 EN0256'MILES WEST OF A SMALL RANCH, ON THE SOUTH SIDE OF A CREEK, 225 FEET
 EN0256'SOUTH OF THE SOUTH BANK OF THE RIVER, AND 31 FEET NORTH OF THE
 EN0256'CENTERLINE OF THE TRAIL.  A STANDARD DISK, STAMPED F 565 1935 AND SET
 EN0256'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0442 ***********************************************************************
 EN0442  DESIGNATION -  F 566
 EN0442  PID         -  EN0442
 EN0442  STATE/COUNTY-  TX/RANDALL
 EN0442  USGS QUAD   -  CANYON (1984)
 EN0442
 EN0442                         *CURRENT SURVEY CONTROL
 EN0442  ___________________________________________________________________
 EN0442* NAD 83(1986)-  34 52 37.     (N)    101 57 18.     (W)     SCALED    
 EN0442* NAVD 88     -      1140.655  (meters)    3742.30   (feet)  ADJUSTED  
 EN0442  ___________________________________________________________________
 EN0442  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 EN0442  DYNAMIC HT  -        1139.246 (meters)    3737.68  (feet)  COMP
 EN0442  MODELED GRAV-     979,360.6   (mgal)                       NAVD 88
 EN0442
 EN0442  VERT ORDER  -  SECOND    CLASS 0
 EN0442
 EN0442.The horizontal coordinates were scaled from a topographic map and have
 EN0442.an estimated accuracy of +/- 6 seconds.
 EN0442
 EN0442.The orthometric height was determined by differential leveling
 EN0442.and adjusted by the National Geodetic Survey in June 1991..
 EN0442
 EN0442.The geoid height was determined by GEOID03.
 EN0442
 EN0442.The dynamic height is computed by dividing the NAVD 88
 EN0442.geopotential number by the normal gravity value computed on the
 EN0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0442.degrees latitude (g = 980.6199 gals.).
 EN0442
 EN0442.The modeled gravity was interpolated from observed gravity values.
 EN0442
 EN0442;                    North         East    Units  Estimated Accuracy
 EN0442;SPC TX N     - 1,097,380.      158,400.      MT  (+/- 180 meters Scaled)
 EN0442
 EN0442                          SUPERSEDED SURVEY CONTROL
 EN0442
 EN0442  NGVD 29 (??/??/92) 1140.161  (m)         3740.68   (f) ADJ UNCH    2 0
 EN0442
 EN0442.Superseded values are not recommended for survey control.
 EN0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0442.See file dsdata.txt to determine how the superseded data were derived.
 EN0442
 EN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD299633(NAD 83)
 EN0442_MARKER: DB = BENCH MARK DISK
 EN0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0442_STAMPING: F-566 1935
 EN0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0442+STABILITY: SURFACE MOTION
 EN0442
 EN0442  HISTORY     - Date     Condition        Report By
 EN0442  HISTORY     - 1935     MONUMENTED       CGS
 EN0442
 EN0442                          STATION DESCRIPTION
 EN0442
 EN0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0442'8.96 MI SW FROM CANYON.
 EN0442'ALONG GRADED ROAD.  TO REACH BENCH MARK FROM CANYON COURTHOUSE GO 1.7
 EN0442'MILES WEST ALONG GRADED ROAD THENCE 7.26 MILE SOUTH ALONG GRADED ROAD.
 EN0442'THE BENCH MARK IS SET AT FOOT OF LONG GRADE AND AT T FENCE TO THE
 EN0442'EAST.  ABOUT 42.3 FEET EAST OF CENTER LINE OF GRADED ROAD, 4.0 FEET
 EN0442'SOUTH OF FENCE LINE RUNNING EAST, AND 3.3 FEET EAST OF RIGHT OF WAY
 EN0442'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0450 ***********************************************************************
 EN0450  DESIGNATION -  F 567
 EN0450  PID         -  EN0450
 EN0450  STATE/COUNTY-  TX/RANDALL
 EN0450  USGS QUAD   -  OGG (1984)
 EN0450
 EN0450                         *CURRENT SURVEY CONTROL
 EN0450  ___________________________________________________________________
 EN0450* NAD 83(1986)-  34 46 41.     (N)    101 53 47.     (W)     SCALED    
 EN0450* NAVD 88     -      1125.406  (meters)    3692.27   (feet)  ADJUSTED  
 EN0450  ___________________________________________________________________
 EN0450  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 EN0450  DYNAMIC HT  -        1124.008 (meters)    3687.68  (feet)  COMP
 EN0450  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 EN0450
 EN0450  VERT ORDER  -  SECOND    CLASS 0
 EN0450
 EN0450.The horizontal coordinates were scaled from a topographic map and have
 EN0450.an estimated accuracy of +/- 6 seconds.
 EN0450
 EN0450.The orthometric height was determined by differential leveling
 EN0450.and adjusted by the National Geodetic Survey in June 1991..
 EN0450
 EN0450.The geoid height was determined by GEOID03.
 EN0450
 EN0450.The dynamic height is computed by dividing the NAVD 88
 EN0450.geopotential number by the normal gravity value computed on the
 EN0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0450.degrees latitude (g = 980.6199 gals.).
 EN0450
 EN0450.The modeled gravity was interpolated from observed gravity values.
 EN0450
 EN0450;                    North         East    Units  Estimated Accuracy
 EN0450;SPC TX N     - 1,086,390.      163,720.      MT  (+/- 180 meters Scaled)
 EN0450
 EN0450                          SUPERSEDED SURVEY CONTROL
 EN0450
 EN0450  NGVD 29 (??/??/92) 1124.922  (m)         3690.68   (f) ADJ UNCH    2 0
 EN0450
 EN0450.Superseded values are not recommended for survey control.
 EN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0450.See file dsdata.txt to determine how the superseded data were derived.
 EN0450
 EN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD349522(NAD 83)
 EN0450_MARKER: DB = BENCH MARK DISK
 EN0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0450_STAMPING: F-567 1935
 EN0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0450+STABILITY: SURFACE MOTION
 EN0450
 EN0450  HISTORY     - Date     Condition        Report By
 EN0450  HISTORY     - 1935     MONUMENTED       CGS
 EN0450  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0450
 EN0450                          STATION DESCRIPTION
 EN0450
 EN0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0450'4.73 MI NW FROM HAPPY.
 EN0450'ALONG GRADED ROAD AND FENCE LINE.  TO REACH BENCH MARK FROM POST
 EN0450'OFFICE GO 2.83 MILES NORTHWEST THROUGH TOWN AND ON STATE HIGHWAY
 EN0450'NUMBER 9, AND THEN GO 1.9 MILES WEST ALONG GRADED ROAD.  THE BENCH
 EN0450'MARK IS LOCATED AT THE BOTTOM OF A SMALL GRADE.  APPROXIMATELY 1.9
 EN0450'MILE WEST OF SANTA FE RAILROAD TRACKS, 0.17 MILE WEST OF WHITE FARM
 EN0450'HOUSE, TWO STORIES, 54.8 FEET SOUTH OF CENTER LINE OF GRADED ROAD,
 EN0450'22.2 FEET SOUTH OF RIGHT OF WAY FENCE, AND 1.8 FEET WEST OF LINE FENCE
 EN0450'RUNNING SOUTH.
 EN0450
 EN0450                          STATION RECOVERY (1954)
 EN0450
 EN0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EN0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0242 ***********************************************************************
 EN0242  DESIGNATION -  F 569
 EN0242  PID         -  EN0242
 EN0242  STATE/COUNTY-  TX/ARMSTRONG
 EN0242  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0242
 EN0242                         *CURRENT SURVEY CONTROL
 EN0242  ___________________________________________________________________
 EN0242* NAD 83(1986)-  34 47 05.     (N)    101 29 27.     (W)     SCALED    
 EN0242* NAVD 88     -      1016.744  (meters)    3335.77   (feet)  ADJUSTED  
 EN0242  ___________________________________________________________________
 EN0242  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0242  DYNAMIC HT  -        1015.519 (meters)    3331.75  (feet)  COMP
 EN0242  MODELED GRAV-     979,395.2   (mgal)                       NAVD 88
 EN0242
 EN0242  VERT ORDER  -  SECOND    CLASS 0
 EN0242
 EN0242.The horizontal coordinates were scaled from a topographic map and have
 EN0242.an estimated accuracy of +/- 6 seconds.
 EN0242
 EN0242.The orthometric height was determined by differential leveling
 EN0242.and adjusted by the National Geodetic Survey in June 1991..
 EN0242
 EN0242.The geoid height was determined by GEOID03.
 EN0242
 EN0242.The dynamic height is computed by dividing the NAVD 88
 EN0242.geopotential number by the normal gravity value computed on the
 EN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0242.degrees latitude (g = 980.6199 gals.).
 EN0242
 EN0242.The modeled gravity was interpolated from observed gravity values.
 EN0242
 EN0242;                    North         East    Units  Estimated Accuracy
 EN0242;SPC TX N     - 1,087,060.      200,840.      MT  (+/- 180 meters Scaled)
 EN0242
 EN0242                          SUPERSEDED SURVEY CONTROL
 EN0242
 EN0242  NGVD 29 (??/??/92) 1016.314  (m)         3334.36   (f) ADJ UNCH    2 0
 EN0242
 EN0242.Superseded values are not recommended for survey control.
 EN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0242.See file dsdata.txt to determine how the superseded data were derived.
 EN0242
 EN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD720519(NAD 83)
 EN0242_MARKER: DB = BENCH MARK DISK
 EN0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0242_STAMPING: F 569 1935
 EN0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0242+STABILITY: SURFACE MOTION
 EN0242
 EN0242  HISTORY     - Date     Condition        Report By
 EN0242  HISTORY     - 1935     MONUMENTED       CGS
 EN0242
 EN0242                          STATION DESCRIPTION
 EN0242
 EN0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0242'3.8 MI E FROM WAYSIDE.
 EN0242'3.2 MILES EAST AND 0.6 MILE SOUTH ALONG GRADED ROADS FROM THE POST
 EN0242'OFFICE AT WAYSIDE, ARMSTRONG COUNTY, 0.1 MILE NORTH OF A DRY WASH, ON
 EN0242'THE SOUTH SLOPE OF A HILL, 28 FEET EAST OF THE CENTERLINE OF THE ROAD,
 EN0242'AND 3 FEET WEST OF THE NORTH-AND-SOUTH FENCE. A STANDARD DISK, STAMPED
 EN0242'F 569 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0244 ***********************************************************************
 BL0244  DESIGNATION -  F 57
 BL0244  PID         -  BL0244
 BL0244  STATE/COUNTY-  TX/JEFFERSON
 BL0244  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0244
 BL0244                         *CURRENT SURVEY CONTROL
 BL0244  ___________________________________________________________________
 BL0244* NAD 83(1986)-  30 05 01.     (N)    094 05 56.     (W)     SCALED    
 BL0244* NAVD 88     -         6.819  (meters)      22.37   (feet)  ADJUSTED  
 BL0244  ___________________________________________________________________
 BL0244  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0244  DYNAMIC HT  -           6.810 (meters)      22.34  (feet)  COMP
 BL0244  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 BL0244
 BL0244  VERT ORDER  -  FIRST     CLASS I
 BL0244
 BL0244.The horizontal coordinates were scaled from a topographic map and have
 BL0244.an estimated accuracy of +/- 6 seconds.
 BL0244
 BL0244.The orthometric height was determined by differential leveling
 BL0244.and adjusted by the National Geodetic Survey in June 1991..
 BL0244
 BL0244.The geoid height was determined by GEOID03.
 BL0244
 BL0244.The dynamic height is computed by dividing the NAVD 88
 BL0244.geopotential number by the normal gravity value computed on the
 BL0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0244.degrees latitude (g = 980.6199 gals.).
 BL0244
 BL0244.The modeled gravity was interpolated from observed gravity values.
 BL0244
 BL0244;                    North         East    Units  Estimated Accuracy
 BL0244;SPC TXSC     - 4,259,300.    1,072,330.      MT  (+/- 180 meters Scaled)
 BL0244
 BL0244                          SUPERSEDED SURVEY CONTROL
 BL0244
 BL0244  NGVD 29 (??/??/??)    6.804  (m)           22.32   (f) ADJUSTED    1 1
 BL0244
 BL0244.Superseded values are not recommended for survey control.
 BL0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0244.See file dsdata.txt to determine how the superseded data were derived.
 BL0244
 BL0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP941285(NAD 83)
 BL0244_MARKER: DB = BENCH MARK DISK
 BL0244_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BL0244_SP_SET: BUILDING PILLAR
 BL0244_STAMPING: F 57 1918 23.248
 BL0244_MARK LOGO: CGS   
 BL0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL0244+STABILITY: POSITION/ELEVATION WELL
 BL0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0244+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 BL0244
 BL0244  HISTORY     - Date     Condition        Report By
 BL0244  HISTORY     - 1918     MONUMENTED       CGS
 BL0244  HISTORY     - 1972     GOOD             NGS
 BL0244  HISTORY     - 1984     GOOD             USPSQD
 BL0244  HISTORY     - 1986     GOOD             NGS
 BL0244  HISTORY     - 19870919 GOOD             USPSQD
 BL0244  HISTORY     - 1988     GOOD             USPSQD
 BL0244  HISTORY     - 1988     GOOD             USPSQD
 BL0244  HISTORY     - 1989     GOOD             USPSQD
 BL0244  HISTORY     - 19890203 GOOD             USPSQD
 BL0244  HISTORY     - 1990     GOOD             USPSQD
 BL0244  HISTORY     - 1990     GOOD             USPSQD
 BL0244  HISTORY     - 19940817 GOOD             USPSQD
 BL0244  HISTORY     - 19961019 GOOD             NGS
 BL0244  HISTORY     - 20010331 GOOD             NGS
 BL0244  HISTORY     - 20010331 GOOD             NGS
 BL0244  HISTORY     - 20030710 GOOD             USPSQD
 BL0244  HISTORY     - 20040404 GOOD             USPSQD
 BL0244  HISTORY     - 20051006 GOOD             USPSQD
 BL0244
 BL0244                          STATION DESCRIPTION
 BL0244
 BL0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0244'IN BEAUMONT.
 BL0244'AT BEAUMONT, 0.45 MILE NORTHWEST ALONG PEARL STREET FROM THE
 BL0244'COURTHOUSE, 32 FEET SOUTHWEST OF THE CENTER LINE OF PEARL STREET, 52
 BL0244'FEET NORTHWEST OF THE CENTER LINE OF BOWIE STREET, SET VERTICALLY IN
 BL0244'THE NORTHEAST FACE OF A BRICK PILLAR OF THE MASTERS FINANCE BUILDING
 BL0244'AND 2.7 FEET ABOVE THE LEVEL OF THE SIDEWALK.  NOTE-- PILLAR HAS BEEN
 BL0244'RESURFACED WITH A MARBLE FACING LEAVING THE MARK RECESSED INSIDE OF A
 BL0244'3 1/2 INCH ROUND OPENING IN FACING.
 BL0244
 BL0244                          STATION RECOVERY (1984)
 BL0244
 BL0244'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0244'RECOVERED IN GOOD CONDITION.
 BL0244
 BL0244                          STATION RECOVERY (1986)
 BL0244
 BL0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0244'RECOVERED IN GOOD CONDITION.
 BL0244
 BL0244                          STATION RECOVERY (1987)
 BL0244
 BL0244'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0244'RECOVERED IN GOOD CONDITION.
 BL0244
 BL0244                          STATION RECOVERY (1988)
 BL0244
 BL0244'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0244'RECOVERED IN GOOD CONDITION.
 BL0244
 BL0244                          STATION RECOVERY (1988)
 BL0244
 BL0244'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0244'RECOVERED IN GOOD CONDITION.
 BL0244
 BL0244                          STATION RECOVERY (1989)
 BL0244
 BL0244'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0244'RECOVERED IN GOOD CONDITION.
 BL0244
 BL0244                          STATION RECOVERY (1989)
 BL0244
 BL0244'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0244'RECOVERED IN GOOD CONDITION.
 BL0244
 BL0244                          STATION RECOVERY (1990)
 BL0244
 BL0244'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLH)
 BL0244'RECOVERED IN GOOD CONDITION.
 BL0244
 BL0244                          STATION RECOVERY (1990)
 BL0244
 BL0244'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0244'RECOVERED IN GOOD CONDITION.
 BL0244
 BL0244                          STATION RECOVERY (1994)
 BL0244
 BL0244'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0244'RECOVERED IN GOOD CONDITION.
 BL0244
 BL0244                          STATION RECOVERY (1996)
 BL0244
 BL0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BL0244'IN BEAUMONT, AT THE INTERSECTION OF PEARL AND BOWIE STREETS, SET
 BL0244'VERTICALLY IN THE NORTHEAST FACE OF A PILLAR AT THE ENTRANCE TO THE
 BL0244'GILBERT BUILDING, 15.8 M (51.8 FT) NORTHWEST OF THE CENTER OF BOWIE
 BL0244'STREET, 9.4 M (30.8 FT) SOUTHWEST OF THE CENTER OF PEARL STREET, 2.1 M
 BL0244'(6.9 FT) SOUTHEAST OF THE ENTRANCE INTO THE MASTER FINANCE OFFICE, AND
 BL0244'0.8 M (2.6 FT) ABOVE THE LEVEL OF THE STREETS.
 BL0244
 BL0244                          STATION RECOVERY (2001)
 BL0244
 BL0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0244'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0244
 BL0244                          STATION RECOVERY (2001)
 BL0244
 BL0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0244'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0244
 BL0244                          STATION RECOVERY (2003)
 BL0244
 BL0244'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0244'RECOVERED IN GOOD CONDITION.
 BL0244
 BL0244                          STATION RECOVERY (2004)
 BL0244
 BL0244'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BL0244'THE BUILDING APPEARS TO HAVE BEEN VACATED FOR QUITE SOME TIME, ALSO
 BL0244'THE MARBLE FACING IS A BLACK MATERIAL OTHER THAN MARBLE.
 BL0244
 BL0244                          STATION RECOVERY (2005)
 BL0244
 BL0244'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BL0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0257 ***********************************************************************
 FM0257  DESIGNATION -  F 570
 FM0257  PID         -  FM0257
 FM0257  STATE/COUNTY-  TX/OLDHAM
 FM0257  USGS QUAD   -  JAY TAYLOR RANCH (1966)
 FM0257
 FM0257                         *CURRENT SURVEY CONTROL
 FM0257  ___________________________________________________________________
 FM0257* NAD 83(1986)-  35 19 46.     (N)    102 20 53.     (W)     SCALED    
 FM0257* NAVD 88     -      1125.916  (meters)    3693.94   (feet)  ADJUSTED  
 FM0257  ___________________________________________________________________
 FM0257  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 FM0257  DYNAMIC HT  -        1124.579 (meters)    3689.56  (feet)  COMP
 FM0257  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 FM0257
 FM0257  VERT ORDER  -  SECOND    CLASS 0
 FM0257
 FM0257.The horizontal coordinates were scaled from a topographic map and have
 FM0257.an estimated accuracy of +/- 6 seconds.
 FM0257
 FM0257.The orthometric height was determined by differential leveling
 FM0257.and adjusted by the National Geodetic Survey in June 1991..
 FM0257
 FM0257.The geoid height was determined by GEOID03.
 FM0257
 FM0257.The dynamic height is computed by dividing the NAVD 88
 FM0257.geopotential number by the normal gravity value computed on the
 FM0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0257.degrees latitude (g = 980.6199 gals.).
 FM0257
 FM0257.The modeled gravity was interpolated from observed gravity values.
 FM0257
 FM0257;                    North         East    Units  Estimated Accuracy
 FM0257;SPC TX N     - 1,147,820.      122,900.      MT  (+/- 180 meters Scaled)
 FM0257
 FM0257                          SUPERSEDED SURVEY CONTROL
 FM0257
 FM0257  NGVD 29 (??/??/92) 1125.417  (m)         3692.31   (f) ADJ UNCH    2 0
 FM0257
 FM0257.Superseded values are not recommended for survey control.
 FM0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0257.See file dsdata.txt to determine how the superseded data were derived.
 FM0257
 FM0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV410128(NAD 83)
 FM0257_MARKER: DB = BENCH MARK DISK
 FM0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0257_STAMPING: F 570 1935
 FM0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0257+STABILITY: SURFACE MOTION
 FM0257
 FM0257  HISTORY     - Date     Condition        Report By
 FM0257  HISTORY     - 1935     MONUMENTED       CGS
 FM0257  HISTORY     - 1943     GOOD             NGS
 FM0257
 FM0257                          STATION DESCRIPTION
 FM0257
 FM0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FM0257'9.8 MI NE FROM VEGA.
 FM0257'ABOUT 9.8 MILES NORTHEAST OF VEGA, THE BENCH MARK IS 0.6 MILE NORTH OF
 FM0257'A RANCH SHACK AND CORRAL, 0.1 MILE NORTH OF A SANDY CREEK CROSSING,
 FM0257'ABOUT 35 FEET WEST OF THE CENTER LINE OF THE ROAD, A STANDARD DISK SET
 FM0257'IN A CONCRETE POST.  NOTE-- AT THE TIME OF RECOVERY A WHITE REFERENCE
 FM0257'POST WAS PLACED 1 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0326 ***********************************************************************
 AM0326  DESIGNATION -  F 571 RESET 1960
 AM0326  PID         -  AM0326
 AM0326  STATE/COUNTY-  TX/MATAGORDA
 AM0326  USGS QUAD   -  BAY CITY NE (1972)
 AM0326
 AM0326                         *CURRENT SURVEY CONTROL
 AM0326  ___________________________________________________________________
 AM0326* NAD 83(1986)-  28 58 08.     (N)    095 52 27.     (W)     SCALED    
 AM0326* NAVD 88     -        12.84   (+/-2cm)      42.1    (feet)  VERTCON   
 AM0326  ___________________________________________________________________
 AM0326  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AM0326
 AM0326  VERT ORDER  -  THIRD (See Below)
 AM0326
 AM0326.The horizontal coordinates were scaled from a topographic map and have
 AM0326.an estimated accuracy of +/- 6 seconds.
 AM0326
 AM0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0326.The vertical order pertains to the NGVD 29 superseded value.
 AM0326
 AM0326.The geoid height was determined by GEOID03.
 AM0326
 AM0326;                    North         East    Units  Estimated Accuracy
 AM0326;SPC TXSC     - 4,129,920.      904,600.      MT  (+/- 180 meters Scaled)
 AM0326
 AM0326                          SUPERSEDED SURVEY CONTROL
 AM0326
 AM0326  NGVD 29 (??/??/??)   12.87   (m)           42.2    (f) RESET       3  
 AM0326
 AM0326.Superseded values are not recommended for survey control.
 AM0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0326.See file dsdata.txt to determine how the superseded data were derived.
 AM0326
 AM0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN199079(NAD 83)
 AM0326_MARKER: DB = BENCH MARK DISK
 AM0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0326_STAMPING: F 571 RESET 1960
 AM0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0326+STABILITY: SURFACE MOTION
 AM0326
 AM0326  HISTORY     - Date     Condition        Report By
 AM0326  HISTORY     - 1960     MONUMENTED       CGS
 AM0326  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0326
 AM0326                          STATION DESCRIPTION
 AM0326
 AM0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AM0326'6.2 MI SE FROM BAY CITY.
 AM0326'TO REACH THIS MARK FROM BAY CITY, GO EAST FROM THE POST OFFICE ALONG
 AM0326'STATE HIGHWAY NO.35, 01.7 MILES TO THE HIGHWAY JUNCTION.  THEN TAKE
 AM0326'THE RIGHT FORK AND GO EAST AND SOUTHEAST ON F.M. ROAD NO.457, 04.5
 AM0326'MILES TO THE MARK ON THE RIGHT IN THE SOUTH WEST POINT OF A T ROAD
 AM0326'INTERSECTION.  IT IS IN THE FENCE CORNER, 1 FOOT SOUTH OF THE SOUTH
 AM0326'RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY AND 2 FEET WEST OF THE WEST
 AM0326'RIGHT-OF-WAY FENCE OF THE T ROAD SOUTH.  A STANDARD DISK STAMPED F 571
 AM0326'RESET 1960 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 AM0326
 AM0326                          STATION RECOVERY (1998)
 AM0326
 AM0326'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0250 ***********************************************************************
 AM0250  DESIGNATION -  F 573
 AM0250  PID         -  AM0250
 AM0250  STATE/COUNTY-  TX/MATAGORDA
 AM0250  USGS QUAD   -  CEDAR LANE (1972)
 AM0250
 AM0250                         *CURRENT SURVEY CONTROL
 AM0250  ___________________________________________________________________
 AM0250* NAD 83(1986)-  28 56 27.     (N)    095 43 22.     (W)     SCALED    
 AM0250* NAVD 88     -         7.78   (+/-2cm)      25.5    (feet)  VERTCON   
 AM0250  ___________________________________________________________________
 AM0250  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0250
 AM0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0250
 AM0250.The horizontal coordinates were scaled from a topographic map and have
 AM0250.an estimated accuracy of +/- 6 seconds.
 AM0250
 AM0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0250.The vertical order pertains to the NGVD 29 superseded value.
 AM0250
 AM0250.The geoid height was determined by GEOID03.
 AM0250
 AM0250;                    North         East    Units  Estimated Accuracy
 AM0250;SPC TXSC     - 4,127,220.      919,430.      MT  (+/- 180 meters Scaled)
 AM0250
 AM0250                          SUPERSEDED SURVEY CONTROL
 AM0250
 AM0250  NGVD 29 (??/??/92)    7.814  (m)           25.64   (f) ADJ UNCH    2 0
 AM0250
 AM0250.Superseded values are not recommended for survey control.
 AM0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0250.See file dsdata.txt to determine how the superseded data were derived.
 AM0250
 AM0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN345044(NAD 83)
 AM0250_MARKER: DB = BENCH MARK DISK
 AM0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0250_STAMPING: F 573 1941
 AM0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0250+STABILITY: SURFACE MOTION
 AM0250
 AM0250  HISTORY     - Date     Condition        Report By
 AM0250  HISTORY     - 1941     MONUMENTED       CGS
 AM0250  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0250
 AM0250                          STATION DESCRIPTION
 AM0250
 AM0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0250'0.6 MI SE FROM CEDAR LANE.
 AM0250'0.6 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0250'OFFICE AT CEDAR LANE, MATAGORDA COUNTY, THENCE 0.6 MILE NORTHEAST
 AM0250'ALONG A COUNTY ROAD.  0.25 MILE NORTHWEST OF KENNEDY SCHOOL, 103 FEET
 AM0250'SOUTHWEST OF THE CENTER OF A BRIDGE OVER CANEY CREEK, AT THE JUNCTION
 AM0250'OF A DIRT ROAD LEADING SOUTHEAST, 31 FEET NORTH OF THE CENTER OF THE
 AM0250'JUNCTION, 15 FEET WEST OF A LARGE PECAN TREE IN A FENCE LINE, 1 FOOT
 AM0250'NORTH OF THE FENCE LINE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AM0250'AND ABOUT 1 FOOT HIGHER THAN THE JUNCTION.  A STANDARD DISK, STAMPED F
 AM0250'573 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 AM0250'ABOVE GROUND.
 AM0250
 AM0250                          STATION RECOVERY (2003)
 AM0250
 AM0250'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0250'SIGNIFICANT ROAD AND DITCH GRADING MODIFICATIONS HAVE OCCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0553 ***********************************************************************
 AX0553  DESIGNATION -  F 574
 AX0553  PID         -  AX0553
 AX0553  STATE/COUNTY-  TX/WHARTON
 AX0553  USGS QUAD   -  DANEVANG (1951)
 AX0553
 AX0553                         *CURRENT SURVEY CONTROL
 AX0553  ___________________________________________________________________
 AX0553* NAD 83(1986)-  29 06 31.     (N)    096 08 30.     (W)     SCALED    
 AX0553* NAVD 88     -        23.26   (+/-2cm)      76.3    (feet)  VERTCON   
 AX0553  ___________________________________________________________________
 AX0553  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0553
 AX0553  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0553
 AX0553.The horizontal coordinates were scaled from a topographic map and have
 AX0553.an estimated accuracy of +/- 6 seconds.
 AX0553
 AX0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0553.The vertical order pertains to the NGVD 29 superseded value.
 AX0553
 AX0553.The geoid height was determined by GEOID03.
 AX0553
 AX0553;                    North         East    Units  Estimated Accuracy
 AX0553;SPC TXSC     - 4,144,730.      878,160.      MT  (+/- 180 meters Scaled)
 AX0553
 AX0553                          SUPERSEDED SURVEY CONTROL
 AX0553
 AX0553  NGVD 29 (??/??/92)   23.273  (m)           76.35   (f) ADJ UNCH    2 0
 AX0553
 AX0553.Superseded values are not recommended for survey control.
 AX0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0553.See file dsdata.txt to determine how the superseded data were derived.
 AX0553
 AX0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT781233(NAD 83)
 AX0553_MARKER: DB = BENCH MARK DISK
 AX0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0553_STAMPING: F 547 1941
 AX0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0553+STABILITY: SURFACE MOTION
 AX0553
 AX0553  HISTORY     - Date     Condition        Report By
 AX0553  HISTORY     - 1941     MONUMENTED       CGS
 AX0553
 AX0553                          STATION DESCRIPTION
 AX0553
 AX0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0553'13.0 MI SE FROM EL CAMPO.
 AX0553'TO REACH THE BENCH MARK FROM THE EL CAMPO FIRE STATION-- GO SOUTHEAST
 AX0553'7.1 MILES ALONG STATE HIGHWAY 71 TO THE INTERSECTION OF GRADED ROAD
 AX0553'RUNNING EAST, THENCE EAST (LEFT) ON GRADED ROAD 4X4 MILES TO A T ROAD
 AX0553'INTERSECTION, THENCE 4 NORTH (LEFT) 0.5 MILE TO A T ROAD INTERSECTION,
 AX0553'THENCE EAST (RIGHT) 1.0 MILE TO WHERE THE ROAD TURNS SOUTH AND THE
 AX0553'SITE OF THE MARK.  BENCH MARK IS ABOUT 0.1 MILE EAST OF LARGE FARM
 AX0553'HOUSE, 67.0 FEET WEST OF A FENCE CORNER, 29.0 FEET NORTH OF AND ABOUT
 AX0553'THE SAME ELEVATION AS THE CENTERLINE LINE OF THE ROAD, 10.0 FEET
 AX0553'SOUTHWEST OF A POWER POLE, 3.0 FEET EAST OF 4X4 INCH WOODEN MARKER
 AX0553'POST, AND 1.0 FOOT SOUTH OF THE RIGHT OF WAY FENCE.  MONUMENT PROJECTS
 AX0553'ABOUT 0.4 FOOT.  A STANDARD DISK SET IN TOP OF A CONCRETE POST,
 AX0553'STAMPED F 574 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0536 ***********************************************************************
 AX0536  DESIGNATION -  F 575
 AX0536  PID         -  AX0536
 AX0536  STATE/COUNTY-  TX/WHARTON
 AX0536  USGS QUAD   -  EL CAMPO SE (1981)
 AX0536
 AX0536                         *CURRENT SURVEY CONTROL
 AX0536  ___________________________________________________________________
 AX0536* NAD 83(1986)-  29 07 12.     (N)    096 15 06.     (W)     SCALED    
 AX0536* NAVD 88     -        27.17   (+/-2cm)      89.1    (feet)  VERTCON   
 AX0536  ___________________________________________________________________
 AX0536  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0536
 AX0536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0536
 AX0536.The horizontal coordinates were scaled from a topographic map and have
 AX0536.an estimated accuracy of +/- 6 seconds.
 AX0536
 AX0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0536.The vertical order pertains to the NGVD 29 superseded value.
 AX0536
 AX0536.The geoid height was determined by GEOID03.
 AX0536
 AX0536;                    North         East    Units  Estimated Accuracy
 AX0536;SPC TXSC     - 4,145,740.      867,430.      MT  (+/- 180 meters Scaled)
 AX0536
 AX0536                          SUPERSEDED SURVEY CONTROL
 AX0536
 AX0536  NGVD 29 (??/??/92)   27.180  (m)           89.17   (f) ADJ UNCH    2 0
 AX0536
 AX0536.Superseded values are not recommended for survey control.
 AX0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0536.See file dsdata.txt to determine how the superseded data were derived.
 AX0536
 AX0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT674244(NAD 83)
 AX0536_MARKER: DB = BENCH MARK DISK
 AX0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0536_STAMPING: E 575 1941
 AX0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0536+STABILITY: SURFACE MOTION
 AX0536
 AX0536  HISTORY     - Date     Condition        Report By
 AX0536  HISTORY     - 1941     MONUMENTED       CGS
 AX0536
 AX0536                          STATION DESCRIPTION
 AX0536
 AX0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0536'5.4 MI SE FROM EL CAMPO.
 AX0536'TO REACH THE BENCH MARK FROM THE FIRE STATION AT EL CAMPO-- GO 5.4
 AX0536'MILES SOUTHEAST ALONG STATE HIGHWAY 71 TO THE SITE OF THE MARK. BENCH
 AX0536'MARK IS ABOUT 0.7 MILE SOUTHEAST OF CURVE IN THE HIGHWAY AT A FENCE
 AX0536'CORNER, 51.0 FEET SOUTHWEST OF AND ABOUT ONE FOOT BELOW THE CENTERLINE
 AX0536'OF THE HIGHWAY, 3.0 FEET NORTH WEST CORNER FENCE POST, 3.0 FEET EAST
 AX0536'OF 4X4 INCH WOODEN MARKER POST, AND 1.0 FOOT SOUTHWEST OF THE RIGHT OF
 AX0536'WAY FENCE.  MONUMENT PROJECTS ABOUT 0.5 FOOT AND IS STAMPED F 575
 AX0536'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0529 ***********************************************************************
 AX0529  DESIGNATION -  F 576
 AX0529  PID         -  AX0529
 AX0529  STATE/COUNTY-  TX/MATAGORDA
 AX0529  USGS QUAD   -  LANE CITY SE (1980)
 AX0529
 AX0529                         *CURRENT SURVEY CONTROL
 AX0529  ___________________________________________________________________
 AX0529* NAD 83(1986)-  29 01 24.     (N)    096 05 59.     (W)     SCALED    
 AX0529* NAVD 88     -        19.21   (+/-2cm)      63.0    (feet)  VERTCON   
 AX0529  ___________________________________________________________________
 AX0529  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX0529
 AX0529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0529
 AX0529.The horizontal coordinates were scaled from a topographic map and have
 AX0529.an estimated accuracy of +/- 6 seconds.
 AX0529
 AX0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0529.The vertical order pertains to the NGVD 29 superseded value.
 AX0529
 AX0529.The geoid height was determined by GEOID03.
 AX0529
 AX0529;                    North         East    Units  Estimated Accuracy
 AX0529;SPC TXSC     - 4,135,390.      882,470.      MT  (+/- 180 meters Scaled)
 AX0529
 AX0529                          SUPERSEDED SURVEY CONTROL
 AX0529
 AX0529  NGVD 29 (??/??/92)   19.23   (m)           63.1    (f) COMPUTED    2 0
 AX0529
 AX0529.Superseded values are not recommended for survey control.
 AX0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0529.See file dsdata.txt to determine how the superseded data were derived.
 AX0529
 AX0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT824140(NAD 83)
 AX0529_MARKER: DB = BENCH MARK DISK
 AX0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0529_STAMPING: F 576 1941
 AX0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0529+STABILITY: SURFACE MOTION
 AX0529
 AX0529  HISTORY     - Date     Condition        Report By
 AX0529  HISTORY     - 1941     MONUMENTED       CGS
 AX0529  HISTORY     - 1971     GOOD             USGS
 AX0529
 AX0529                          STATION DESCRIPTION
 AX0529
 AX0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0529'5.0 MI NW FROM MARKHAM.
 AX0529'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARKHAM--
 AX0529'PROCEED 3.2 MILES NORTH ALONG PAVED ROAD TO THE INTERSECTION OF
 AX0529'CROSSROAD.  THENCE, TURN RIGHT AND GO 1.8 MILES ALONG ROAD TOWARDS
 AX0529'PIERCE TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE
 AX0529'NORTH OF A LARGE FARM HOUSE, 39.0 FEET EAST OF AND ABOUT THE SAME
 AX0529'ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET NORTH OF A
 AX0529'4X4 -INCH WOODEN MARKER POST AND 1.0 FOOT WEST OF RIGHT-OF-WAY FENCE.
 AX0529'THE MONUMENT PROJECTS 0.5 FOOT.
 AX0529
 AX0529                          STATION RECOVERY (1971)
 AX0529
 AX0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AX0529'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0306 ***********************************************************************
 AN0306  DESIGNATION -  F 577
 AN0306  PID         -  AN0306
 AN0306  STATE/COUNTY-  TX/MATAGORDA
 AN0306  USGS QUAD   -  MIDFIELD (1995)
 AN0306
 AN0306                         *CURRENT SURVEY CONTROL
 AN0306  ___________________________________________________________________
 AN0306* NAD 83(1986)-  28 58 24.     (N)    096 12 30.     (W)     SCALED    
 AN0306* NAVD 88     -        15.79   (+/-2cm)      51.8    (feet)  VERTCON   
 AN0306  ___________________________________________________________________
 AN0306  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN0306
 AN0306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0306
 AN0306.The horizontal coordinates were scaled from a topographic map and have
 AN0306.an estimated accuracy of +/- 6 seconds.
 AN0306
 AN0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0306.The vertical order pertains to the NGVD 29 superseded value.
 AN0306
 AN0306.The geoid height was determined by GEOID03.
 AN0306
 AN0306;                    North         East    Units  Estimated Accuracy
 AN0306;SPC TXSC     - 4,129,590.      872,030.      MT  (+/- 180 meters Scaled)
 AN0306
 AN0306                          SUPERSEDED SURVEY CONTROL
 AN0306
 AN0306  NGVD 29 (??/??/92)   15.820  (m)           51.90   (f) ADJ UNCH    2 0
 AN0306
 AN0306.Superseded values are not recommended for survey control.
 AN0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0306.See file dsdata.txt to determine how the superseded data were derived.
 AN0306
 AN0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT720082(NAD 83)
 AN0306_MARKER: DD = SURVEY DISK
 AN0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0306_SP_SET: ABUTMENT
 AN0306_STAMPING: F 577 1941
 AN0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0306
 AN0306  HISTORY     - Date     Condition        Report By
 AN0306  HISTORY     - 1941     MONUMENTED
 AN0306  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0306
 AN0306                          STATION DESCRIPTION
 AN0306
 AN0306'DESCRIBED 1941
 AN0306'2.4 MI N FROM MIDFIELD.
 AN0306'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF
 AN0306'STATE HIGHWAY 111 AT MIDFIELD, MATAGORDA COUNTY, AT A CONCRETE BRIDGE
 AN0306'OVER A SMALL CREEK, IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT,
 AN0306'15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 AN0306'THE HIGHWAY.  A TEXAS RECLAMATION DEPARTMENT STANDARD DISK, STAMPED F
 AN0306'577 1941.
 AN0306
 AN0306                          STATION RECOVERY (1999)
 AN0306
 AN0306'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0307 ***********************************************************************
 AN0307  DESIGNATION -  F 577 RESET 1973
 AN0307  PID         -  AN0307
 AN0307  STATE/COUNTY-  TX/MATAGORDA
 AN0307  USGS QUAD   -  MIDFIELD (1995)
 AN0307
 AN0307                         *CURRENT SURVEY CONTROL
 AN0307  ___________________________________________________________________
 AN0307* NAD 83(1986)-  28 58 24.     (N)    096 12 30.     (W)     SCALED    
 AN0307* NAVD 88     -        14.55   (+/-2cm)      47.7    (feet)  VERTCON   
 AN0307  ___________________________________________________________________
 AN0307  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN0307
 AN0307  VERT ORDER  -  THIRD (See Below)
 AN0307
 AN0307.The horizontal coordinates were scaled from a topographic map and have
 AN0307.an estimated accuracy of +/- 6 seconds.
 AN0307
 AN0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0307.The vertical order pertains to the NGVD 29 superseded value.
 AN0307
 AN0307.The geoid height was determined by GEOID03.
 AN0307
 AN0307;                    North         East    Units  Estimated Accuracy
 AN0307;SPC TXSC     - 4,129,590.      872,030.      MT  (+/- 180 meters Scaled)
 AN0307
 AN0307                          SUPERSEDED SURVEY CONTROL
 AN0307
 AN0307  NGVD 29 (01/29/03)   14.58   (m)           47.8    (f) RESET       3  
 AN0307
 AN0307.Superseded values are not recommended for survey control.
 AN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0307.See file dsdata.txt to determine how the superseded data were derived.
 AN0307
 AN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT720082(NAD 83)
 AN0307_MARKER: DB = BENCH MARK DISK
 AN0307_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN0307_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AN0307_STAMPING: F 577 RESET 1973
 AN0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0307+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AN0307
 AN0307  HISTORY     - Date     Condition        Report By
 AN0307  HISTORY     - 1973     MONUMENTED       NGS
 AN0307  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0307  HISTORY     - 19991015 MARK NOT FOUND   USPSQD
 AN0307  HISTORY     - 20060312 GOOD             USPSQD
 AN0307
 AN0307                          STATION DESCRIPTION
 AN0307
 AN0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AN0307'2.2 MI N FROM MIDFIELD.
 AN0307'FROM THE INTERSECTION OF STATE HIGHWAY 71 AND FARM ROAD 111, IN
 AN0307'MIDFIELD, GO NORTH ON STATE HIGHWAY 71 FOR 2.4 MILES TO A SHELL ROAD
 AN0307'ON THE RIGHT, JUST AFTER CROSSING BRIDGE AND MARK ON THE RIGHT.
 AN0307'STANDARD BENCH MARK DISK, BRAZED TO THE TOP OF A 3-INCH IRON PIPE,
 AN0307'THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED F 577 RESET 1973.  IT IS
 AN0307'130 FEET NORTH OF THE CENTER OF A SHELL ROAD, 110 FEET EAST OF THE
 AN0307'CENTER-LINE OF STATE HIGHWAY 71, 93 FEET NORTH OF A FENCE-LINE CORNER
 AN0307'POST, 1-FOOT SOUTHWEST OF A METAL WITNESS POST AND 1-FOOT WEST OF THE
 AN0307'FENCE-LINE.  ABOUT 300 FEET NORTH OF A BRIDGE.
 AN0307
 AN0307                          STATION RECOVERY (1991)
 AN0307
 AN0307'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0307'MARK NOT FOUND.
 AN0307
 AN0307                          STATION RECOVERY (1999)
 AN0307
 AN0307'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0307'MARK NOT FOUND.
 AN0307
 AN0307                          STATION RECOVERY (2006)
 AN0307
 AN0307'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0307'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0114 ***********************************************************************
 AN0114  DESIGNATION -  F 578
 AN0114  PID         -  AN0114
 AN0114  STATE/COUNTY-  TX/JACKSON
 AN0114  USGS QUAD   -  FRANCITAS NE (1995)
 AN0114
 AN0114                         *CURRENT SURVEY CONTROL
 AN0114  ___________________________________________________________________
 AN0114* NAD 83(1986)-  28 56 53.     (N)    096 20 22.     (W)     SCALED    
 AN0114* NAVD 88     -        14.97   (+/-2cm)      49.1    (feet)  VERTCON   
 AN0114  ___________________________________________________________________
 AN0114  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN0114
 AN0114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0114
 AN0114.The horizontal coordinates were scaled from a topographic map and have
 AN0114.an estimated accuracy of +/- 6 seconds.
 AN0114
 AN0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0114.The vertical order pertains to the NGVD 29 superseded value.
 AN0114
 AN0114.The geoid height was determined by GEOID03.
 AN0114
 AN0114;                    North         East    Units  Estimated Accuracy
 AN0114;SPC TXSC     - 4,126,490.      859,320.      MT  (+/- 180 meters Scaled)
 AN0114
 AN0114                          SUPERSEDED SURVEY CONTROL
 AN0114
 AN0114  NGVD 29 (??/??/92)   14.996  (m)           49.20   (f) ADJ UNCH    2 0
 AN0114
 AN0114.Superseded values are not recommended for survey control.
 AN0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0114.See file dsdata.txt to determine how the superseded data were derived.
 AN0114
 AN0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT593051(NAD 83)
 AN0114_MARKER: DB = BENCH MARK DISK
 AN0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0114_STAMPING: F 578 1941
 AN0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0114+STABILITY: SURFACE MOTION
 AN0114
 AN0114  HISTORY     - Date     Condition        Report By
 AN0114  HISTORY     - 1941     MONUMENTED       CGS
 AN0114  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 AN0114
 AN0114                          STATION DESCRIPTION
 AN0114
 AN0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0114'6.8 MI N FROM FRANCITAS.
 AN0114'ABOUT 6.8 MILES NORTH ALONG THE ROAD TO LOUISE FROM THE ST. LOUIS,
 AN0114'BROWNSVILLE AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY,
 AN0114'AT THE INTERSECTION OF STATE HIGHWAY 111, 81 FEET SOUTH OF THE CENTER
 AN0114'LINE OF THE HIGHWAY, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.5
 AN0114'FEET SOUTHEAST OF A CORNER FENCE POST, AND 3 FEET EAST OF A WHITE
 AN0114'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 578 1941 AND SET IN
 AN0114'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AN0114
 AN0114                          STATION RECOVERY (1991)
 AN0114
 AN0114'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0100 ***********************************************************************
 AN0100  DESIGNATION -  F 579
 AN0100  PID         -  AN0100
 AN0100  STATE/COUNTY-  TX/JACKSON
 AN0100  USGS QUAD   -  FRANCITAS NE (1995)
 AN0100
 AN0100                         *CURRENT SURVEY CONTROL
 AN0100  ___________________________________________________________________
 AN0100* NAD 83(1986)-  28 57 12.     (N)    096 21 13.     (W)     SCALED    
 AN0100* NAVD 88     -        15.72   (+/-2cm)      51.6    (feet)  VERTCON   
 AN0100  ___________________________________________________________________
 AN0100  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN0100
 AN0100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0100
 AN0100.The horizontal coordinates were scaled from a topographic map and have
 AN0100.an estimated accuracy of +/- 6 seconds.
 AN0100
 AN0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0100.The vertical order pertains to the NGVD 29 superseded value.
 AN0100
 AN0100.The geoid height was determined by GEOID03.
 AN0100
 AN0100;                    North         East    Units  Estimated Accuracy
 AN0100;SPC TXSC     - 4,127,050.      857,930.      MT  (+/- 180 meters Scaled)
 AN0100
 AN0100                          SUPERSEDED SURVEY CONTROL
 AN0100
 AN0100  NGVD 29 (??/??/92)   15.750  (m)           51.67   (f) ADJ UNCH    2 0
 AN0100
 AN0100.Superseded values are not recommended for survey control.
 AN0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0100.See file dsdata.txt to determine how the superseded data were derived.
 AN0100
 AN0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT579057(NAD 83)
 AN0100_MARKER: DB = BENCH MARK DISK
 AN0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0100_SP_SET: ABUTMENT
 AN0100_STAMPING: F 579 1941
 AN0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0100
 AN0100  HISTORY     - Date     Condition        Report By
 AN0100  HISTORY     - 1941     MONUMENTED       CGS
 AN0100
 AN0100                          STATION DESCRIPTION
 AN0100
 AN0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0100'7.8 MI NW FROM FRANCITAS.
 AN0100'ABOUT 6.8 MILES NORTH ALONG A GRADED ROAD FROM THE ST. LOUIS,
 AN0100'BROWNSVILLE AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY,
 AN0100'THENCE ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 111.  NEAR A ROAD
 AN0100'INTERSECTION, AT A CONCRETE BRIDGE, IN THE TOP OF THE SOUTH END OF THE
 AN0100'EAST ABUTMENT, 0.2 FOOT EAST OF THE EAST END OF THE SOUTH GUARDRAIL,
 AN0100'18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 AN0100'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 579 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0840 ***********************************************************************
 AN0840  DESIGNATION -  F 580
 AN0840  PID         -  AN0840
 AN0840  STATE/COUNTY-  TX/CALHOUN
 AN0840  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0840
 AN0840                         *CURRENT SURVEY CONTROL
 AN0840  ___________________________________________________________________
 AN0840* NAD 83(1986)-  28 34 51.     (N)    096 39 06.     (W)     SCALED    
 AN0840* NAVD 88     -         5.44   (+/-2cm)      17.8    (feet)  VERTCON   
 AN0840  ___________________________________________________________________
 AN0840  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0840
 AN0840  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0840
 AN0840.The horizontal coordinates were scaled from a topographic map and have
 AN0840.an estimated accuracy of +/- 6 seconds.
 AN0840
 AN0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0840.The vertical order pertains to the NGVD 29 superseded value.
 AN0840
 AN0840.The geoid height was determined by GEOID03.
 AN0840
 AN0840;                    North         East    Units  Estimated Accuracy
 AN0840;SPC TXSC     - 4,085,150.      829,710.      MT  (+/- 180 meters Scaled)
 AN0840
 AN0840                          SUPERSEDED SURVEY CONTROL
 AN0840
 AN0840  NGVD 29 (??/??/92)    5.564  (m)           18.25   (f) ADJ UNCH    2 0
 AN0840
 AN0840.Superseded values are not recommended for survey control.
 AN0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0840.See file dsdata.txt to determine how the superseded data were derived.
 AN0840
 AN0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS296638(NAD 83)
 AN0840_MARKER: DB = BENCH MARK DISK
 AN0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0840_STAMPING: F 580 1942
 AN0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0840+STABILITY: SURFACE MOTION
 AN0840
 AN0840  HISTORY     - Date     Condition        Report By
 AN0840  HISTORY     - 1942     MONUMENTED       CGS
 AN0840  HISTORY     - 1950     GOOD             NGS
 AN0840  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0840
 AN0840                          STATION DESCRIPTION
 AN0840
 AN0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0840'2.9 MI SW FROM PORT LAVACA.
 AN0840'2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 238 FROM THE COURTHOUSE AT
 AN0840'PORT LAVACA, 300 FEET SOUTH OF THE INTERSECTION WITH THE OLD HIGHWAY,
 AN0840'41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 87.6 FEET
 AN0840'NORTHWEST OF THE WEST CORNER OF A SMALL WHITE HOUSE, 4 FEET NORTH OF A
 AN0840'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AN0840'FOOT ABOVE THE GROUND.
 AN0840
 AN0840                          STATION RECOVERY (1998)
 AN0840
 AN0840'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0841 ***********************************************************************
 AN0841  DESIGNATION -  F 580 RESET 1966
 AN0841  PID         -  AN0841
 AN0841  STATE/COUNTY-  TX/CALHOUN
 AN0841  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0841
 AN0841                         *CURRENT SURVEY CONTROL
 AN0841  ___________________________________________________________________
 AN0841* NAD 83(1986)-  28 34 50.     (N)    096 39 06.     (W)     SCALED    
 AN0841* NAVD 88     -         5.11   (+/-2cm)      16.8    (feet)  VERTCON   
 AN0841  ___________________________________________________________________
 AN0841  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0841
 AN0841  VERT ORDER  -  THIRD (See Below)
 AN0841
 AN0841.The horizontal coordinates were scaled from a topographic map and have
 AN0841.an estimated accuracy of +/- 6 seconds.
 AN0841
 AN0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0841.The vertical order pertains to the NGVD 29 superseded value.
 AN0841
 AN0841.The geoid height was determined by GEOID03.
 AN0841
 AN0841;                    North         East    Units  Estimated Accuracy
 AN0841;SPC TXSC     - 4,085,120.      829,710.      MT  (+/- 180 meters Scaled)
 AN0841
 AN0841                          SUPERSEDED SURVEY CONTROL
 AN0841
 AN0841  NGVD 29 (??/??/??)    5.23   (m)           17.2    (f) RESET       3  
 AN0841
 AN0841.Superseded values are not recommended for survey control.
 AN0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0841.See file dsdata.txt to determine how the superseded data were derived.
 AN0841
 AN0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS296637(NAD 83)
 AN0841_MARKER: DB = BENCH MARK DISK
 AN0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0841_SP_SET: CULVERT
 AN0841_STAMPING: F 580 RESET 1966
 AN0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0841
 AN0841  HISTORY     - Date     Condition        Report By
 AN0841  HISTORY     - 1966     MONUMENTED       LOCENG
 AN0841  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 AN0841  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0841
 AN0841                          STATION DESCRIPTION
 AN0841
 AN0841'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 AN0841'2.8 MI SW FROM PORT LAVACA.
 AN0841'ABOUT 2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 238 FROM THE COUNTY
 AN0841'COURTHOUSE AT PORT LAVACA, 440 FEET SOUTH OF THE INTERSECTION WITH
 AN0841'FARM ROAD 2433, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND SET
 AN0841'IN THE SOUTH END OF A CONCRETE HEADWALL.
 AN0841
 AN0841                          STATION RECOVERY (1992)
 AN0841
 AN0841'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 AN0841'MARK NOT FOUND.
 AN0841
 AN0841                          STATION RECOVERY (1998)
 AN0841
 AN0841'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0842 ***********************************************************************
 AN0842  DESIGNATION -  F 580 RESET 1969
 AN0842  PID         -  AN0842
 AN0842  STATE/COUNTY-  TX/CALHOUN
 AN0842  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0842
 AN0842                         *CURRENT SURVEY CONTROL
 AN0842  ___________________________________________________________________
 AN0842* NAD 83(1986)-  28 34 50.     (N)    096 39 06.     (W)     SCALED    
 AN0842* NAVD 88     -         5.05   (+/-2cm)      16.6    (feet)  VERTCON   
 AN0842  ___________________________________________________________________
 AN0842  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0842
 AN0842  VERT ORDER  -  THIRD (See Below)
 AN0842
 AN0842.The horizontal coordinates were scaled from a topographic map and have
 AN0842.an estimated accuracy of +/- 6 seconds.
 AN0842
 AN0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0842.The vertical order pertains to the NGVD 29 superseded value.
 AN0842
 AN0842.The geoid height was determined by GEOID03.
 AN0842
 AN0842;                    North         East    Units  Estimated Accuracy
 AN0842;SPC TXSC     - 4,085,120.      829,710.      MT  (+/- 180 meters Scaled)
 AN0842
 AN0842                          SUPERSEDED SURVEY CONTROL
 AN0842
 AN0842  NGVD 29 (??/??/??)    5.17   (m)           17.0    (f) RESET       3  
 AN0842
 AN0842.Superseded values are not recommended for survey control.
 AN0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0842.See file dsdata.txt to determine how the superseded data were derived.
 AN0842
 AN0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS296637(NAD 83)
 AN0842_MARKER: DB = BENCH MARK DISK
 AN0842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0842_SP_SET: CULVERT
 AN0842_STAMPING: F 580 RESET 1969
 AN0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0842
 AN0842  HISTORY     - Date     Condition        Report By
 AN0842  HISTORY     - 1969     MONUMENTED       TXHD
 AN0842  HISTORY     - 1971     GOOD             TXHD
 AN0842  HISTORY     - 19980725 GOOD             USPSQD
 AN0842
 AN0842                          STATION DESCRIPTION
 AN0842
 AN0842'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1971
 AN0842'2.8 MI SW FROM PORT LAVACA.
 AN0842'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 238 FROM THE COURTHOUSE AT
 AN0842'PORT LAVACA, 415 FEET SOUTH OF THE INTERSECTION OF FARM ROAD 2433, IN
 AN0842'THE CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT, 345 FEET
 AN0842'NORTH-NORTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER AND 43 FEET
 AN0842'WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 AN0842
 AN0842                          STATION RECOVERY (1998)
 AN0842
 AN0842'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0275 ***********************************************************************
 AN0275  DESIGNATION -  F 582
 AN0275  PID         -  AN0275
 AN0275  STATE/COUNTY-  TX/MATAGORDA
 AN0275  USGS QUAD   -  BLESSING (1995)
 AN0275
 AN0275                         *CURRENT SURVEY CONTROL
 AN0275  ___________________________________________________________________
 AN0275* NAD 83(1986)-  28 45 17.     (N)    096 07 37.     (W)     SCALED    
 AN0275* NAVD 88     -         5.72   (+/-2cm)      18.8    (feet)  VERTCON   
 AN0275  ___________________________________________________________________
 AN0275  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN0275
 AN0275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0275
 AN0275.The horizontal coordinates were scaled from a topographic map and have
 AN0275.an estimated accuracy of +/- 6 seconds.
 AN0275
 AN0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0275.The vertical order pertains to the NGVD 29 superseded value.
 AN0275
 AN0275.The geoid height was determined by GEOID03.
 AN0275
 AN0275;                    North         East    Units  Estimated Accuracy
 AN0275;SPC TXSC     - 4,105,560.      880,550.      MT  (+/- 180 meters Scaled)
 AN0275
 AN0275                          SUPERSEDED SURVEY CONTROL
 AN0275
 AN0275  NGVD 29 (??/??/92)    5.775  (m)           18.95   (f) ADJ UNCH    2 0
 AN0275
 AN0275.Superseded values are not recommended for survey control.
 AN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0275.See file dsdata.txt to determine how the superseded data were derived.
 AN0275
 AN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS805841(NAD 83)
 AN0275_MARKER: DB = BENCH MARK DISK
 AN0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0275_SP_SET: CULVERT
 AN0275_STAMPING: F 582 1941
 AN0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0275
 AN0275  HISTORY     - Date     Condition        Report By
 AN0275  HISTORY     - 1941     MONUMENTED       CGS
 AN0275  HISTORY     - 1991     GOOD             USPSQD
 AN0275
 AN0275                          STATION DESCRIPTION
 AN0275
 AN0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0275'4.8 MI NE FROM COLLEGEPORT.
 AN0275'4.8 MILES NORTHEAST ALONG A PAVED COUNTY ROAD FROM THE SCHOOL AT
 AN0275'COLLEGEPORT, MATAGORDA COUNTY, 1.9 MILES SOUTH OF THE GENERAL STORE AT
 AN0275'SIMPSONVILLE, AT THREE 4- BY 4-FOOT COMBINED CULVERTS UNDER THE ROAD
 AN0275'FOR A LARGE DRAINAGE CANAL, AND IN THE CENTER OF THE TOP OF THE WEST
 AN0275'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED F 582 1941.
 AN0275
 AN0275                          STATION RECOVERY (1991)
 AN0275
 AN0275'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0183 ***********************************************************************
 AN0183  DESIGNATION -  F 583
 AN0183  PID         -  AN0183
 AN0183  STATE/COUNTY-  TX/MATAGORDA
 AN0183  USGS QUAD   -  BLESSING (1995)
 AN0183
 AN0183                         *CURRENT SURVEY CONTROL
 AN0183  ___________________________________________________________________
 AN0183* NAD 83(1986)-  28 52 02.     (N)    096 12 34.     (W)     SCALED    
 AN0183* NAVD 88     -        11.20   (+/-2cm)      36.7    (feet)  VERTCON   
 AN0183  ___________________________________________________________________
 AN0183  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0183
 AN0183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0183
 AN0183.The horizontal coordinates were scaled from a topographic map and have
 AN0183.an estimated accuracy of +/- 6 seconds.
 AN0183
 AN0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0183.The vertical order pertains to the NGVD 29 superseded value.
 AN0183
 AN0183.The geoid height was determined by GEOID03.
 AN0183
 AN0183;                    North         East    Units  Estimated Accuracy
 AN0183;SPC TXSC     - 4,117,830.      872,200.      MT  (+/- 180 meters Scaled)
 AN0183
 AN0183                          SUPERSEDED SURVEY CONTROL
 AN0183
 AN0183  NGVD 29 (??/??/92)   11.24   (m)           36.9    (f) COMPUTED    2 0
 AN0183
 AN0183.Superseded values are not recommended for survey control.
 AN0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0183.See file dsdata.txt to determine how the superseded data were derived.
 AN0183
 AN0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS722964(NAD 83)
 AN0183_MARKER: DD = SURVEY DISK
 AN0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0183_SP_SET: BRIDGE
 AN0183_STAMPING: F 583 1941
 AN0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0183
 AN0183  HISTORY     - Date     Condition        Report By
 AN0183  HISTORY     - 1941     MONUMENTED
 AN0183  HISTORY     - 1951     GOOD             NGS
 AN0183
 AN0183                          STATION DESCRIPTION
 AN0183
 AN0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0183'0.7 MI SE FROM BLESSING.
 AN0183'0.4 MILE EAST ALONG STATE HIGHWAY 93 FROM THE TEXAS AND NEW ORLEANS
 AN0183'RAILROAD STATION AT BLESSING, THENCE 0.3 MILE SOUTH ALONG STATE
 AN0183'HIGHWAY 35, 14.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AN0183'THE TOP OF THE NORTHWEST WINGWALL OF A CONCRETE BRIDGE OVER A DRAINAGE
 AN0183'CANAL, 1.8 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0184 ***********************************************************************
 AN0184  DESIGNATION -  F 583 RESET 1963
 AN0184  PID         -  AN0184
 AN0184  STATE/COUNTY-  TX/MATAGORDA
 AN0184  USGS QUAD   -  BLESSING (1995)
 AN0184
 AN0184                         *CURRENT SURVEY CONTROL
 AN0184  ___________________________________________________________________
 AN0184* NAD 83(1986)-  28 52 02.     (N)    096 12 34.     (W)     SCALED    
 AN0184* NAVD 88     -        10.66   (+/-2cm)      35.0    (feet)  VERTCON   
 AN0184  ___________________________________________________________________
 AN0184  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0184
 AN0184  VERT ORDER  -  THIRD (See Below)
 AN0184
 AN0184.The horizontal coordinates were scaled from a topographic map and have
 AN0184.an estimated accuracy of +/- 6 seconds.
 AN0184
 AN0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0184.The vertical order pertains to the NGVD 29 superseded value.
 AN0184
 AN0184.The geoid height was determined by GEOID03.
 AN0184
 AN0184;                    North         East    Units  Estimated Accuracy
 AN0184;SPC TXSC     - 4,117,830.      872,200.      MT  (+/- 180 meters Scaled)
 AN0184
 AN0184                          SUPERSEDED SURVEY CONTROL
 AN0184
 AN0184  NGVD 29 (??/??/??)   10.71   (m)           35.1    (f) RESET       3  
 AN0184
 AN0184.Superseded values are not recommended for survey control.
 AN0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0184.See file dsdata.txt to determine how the superseded data were derived.
 AN0184
 AN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS722964(NAD 83)
 AN0184_MARKER: DB = BENCH MARK DISK
 AN0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0184_SP_SET: CULVERT
 AN0184_STAMPING: F 583 RESET 1963
 AN0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0184
 AN0184  HISTORY     - Date     Condition        Report By
 AN0184  HISTORY     - 1963     MONUMENTED       CGS
 AN0184  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0184  HISTORY     - 1991     GOOD             USPSQD
 AN0184
 AN0184                          STATION DESCRIPTION
 AN0184
 AN0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0184'1.25 MI SE FROM BLESSING.
 AN0184'ABOUT 1.0 MILE EAST ALONG FARM ROAD 616 FROM BLESSING, MATAGORDA
 AN0184'COUNTY, THENCE 0.25 MILE SOUTH ALONG STATE HIGHWAY 35, 47.3 FEET WEST
 AN0184'OF CENTER LINE OF HIGHWAY 35, 20 FEET NORTH OF GUY POLE, SET IN THE
 AN0184'WEST WING WALL OF SOUTH END OF A 4-FOOT CONCRETE-BOX CULVERT UNDER
 AN0184'ABANDON ROAD LEADING WEST, AT GRAVEL T-ROAD LEADING EAST, AND ABOUT 2
 AN0184'FEET BELOW LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 583 RESET
 AN0184'1963.  AT TEXAS HIGHWAY DEPARTMENT STATION 954 +34.
 AN0184
 AN0184                          STATION RECOVERY (1978)
 AN0184
 AN0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0184'NOT RECOVERED ON THIS DATE.
 AN0184
 AN0184                          STATION RECOVERY (1991)
 AN0184
 AN0184'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0166 ***********************************************************************
 AN0166  DESIGNATION -  F 584
 AN0166  PID         -  AN0166
 AN0166  STATE/COUNTY-  TX/MATAGORDA
 AN0166  USGS QUAD   -  TURTLE BAY (1995)
 AN0166
 AN0166                         *CURRENT SURVEY CONTROL
 AN0166  ___________________________________________________________________
 AN0166* NAD 83(1986)-  28 43 12.     (N)    096 16 30.     (W)     SCALED    
 AN0166* NAVD 88     -         2.94   (+/-2cm)       9.6    (feet)  VERTCON   
 AN0166  ___________________________________________________________________
 AN0166  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0166
 AN0166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0166
 AN0166.The horizontal coordinates were scaled from a topographic map and have
 AN0166.an estimated accuracy of +/- 6 seconds.
 AN0166
 AN0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0166.The vertical order pertains to the NGVD 29 superseded value.
 AN0166
 AN0166.The geoid height was determined by GEOID03.
 AN0166
 AN0166;                    North         East    Units  Estimated Accuracy
 AN0166;SPC TXSC     - 4,101,370.      866,190.      MT  (+/- 180 meters Scaled)
 AN0166
 AN0166                          SUPERSEDED SURVEY CONTROL
 AN0166
 AN0166  NGVD 29 (??/??/92)    3.014  (m)            9.89   (f) ADJ UNCH    2 0
 AN0166
 AN0166.Superseded values are not recommended for survey control.
 AN0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0166.See file dsdata.txt to determine how the superseded data were derived.
 AN0166
 AN0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS661800(NAD 83)
 AN0166_MARKER: DB = BENCH MARK DISK
 AN0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0166_SP_SET: CULVERT
 AN0166_STAMPING: F 584 1941
 AN0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0166
 AN0166  HISTORY     - Date     Condition        Report By
 AN0166  HISTORY     - 1941     MONUMENTED       CGS
 AN0166
 AN0166                          STATION DESCRIPTION
 AN0166
 AN0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0166'4.2 MI W FROM PALACIOS.
 AN0166'4.2 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0166'RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, 0.1 MILE SOUTHWEST OF
 AN0166'A WOODEN BRIDGE OVER TURTLE BAYOU, AT A T-ROAD JUNCTION, 63 FEET SOUTH
 AN0166'OF THE CENTER LINE OF THE HIGHWAY, AT A 4- BY 4-FOOT CONCRETE-BOX
 AN0166'CULVERT UNDER THE SIDE ROAD, AND IN THE TOP OF THE NORTH END OF THE
 AN0166'EAST HEADWALL.  A STANDARD DISK, STAMPED F 584 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0214 ***********************************************************************
 AM0214  DESIGNATION -  F 585
 AM0214  PID         -  AM0214
 AM0214  STATE/COUNTY-  TX/MATAGORDA
 AM0214  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0214
 AM0214                         *CURRENT SURVEY CONTROL
 AM0214  ___________________________________________________________________
 AM0214* NAD 83(1986)-  28 46 01.     (N)    095 48 12.     (W)     SCALED    
 AM0214* NAVD 88     -         1.43   (+/-2cm)       4.7    (feet)  VERTCON   
 AM0214  ___________________________________________________________________
 AM0214  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AM0214
 AM0214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0214
 AM0214.The horizontal coordinates were scaled from a topographic map and have
 AM0214.an estimated accuracy of +/- 6 seconds.
 AM0214
 AM0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0214.The vertical order pertains to the NGVD 29 superseded value.
 AM0214
 AM0214.The geoid height was determined by GEOID03.
 AM0214
 AM0214;                    North         East    Units  Estimated Accuracy
 AM0214;SPC TXSC     - 4,107,740.      912,110.      MT  (+/- 180 meters Scaled)
 AM0214
 AM0214                          SUPERSEDED SURVEY CONTROL
 AM0214
 AM0214  NGVD 29 (??/??/92)    1.476  (m)            4.84   (f) ADJ UNCH    2 0
 AM0214
 AM0214.Superseded values are not recommended for survey control.
 AM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0214.See file dsdata.txt to determine how the superseded data were derived.
 AM0214
 AM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM262853(NAD 83)
 AM0214_MARKER: DB = BENCH MARK DISK
 AM0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0214_STAMPING: F 585 1941
 AM0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0214+STABILITY: SURFACE MOTION
 AM0214
 AM0214  HISTORY     - Date     Condition        Report By
 AM0214  HISTORY     - 1941     MONUMENTED       CGS
 AM0214
 AM0214                          STATION DESCRIPTION
 AM0214
 AM0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0214'11.0 MI SE FROM WADSWORTH.
 AM0214'11.0 MILES SOUTHEAST OF WADSWORTH.  THIS BENCH MARK MAY BE REACHED
 AM0214'FROM THE GULF, COLORADO AND SANTA FE RAILWAY STATION BY GOING 2.85
 AM0214'MILES EAST, 1.1 MILES SOUTH, AND 1.1 MILES SOUTHEAST ALONG SHELL
 AM0214'ROADS, THENCE 0.45 MILE EAST, 0.7 MILE SOUTHEAST, 1.1 MILES EAST, AND
 AM0214'3.65 MILES SOUTHEAST ALONG COUNTY ROADS.  IT IS 1.5 MILES NORTHWEST OF
 AM0214'A WOODEN BRIDGE OVER LIVE OAK BAYOU, 0.3 MILE SOUTHEAST OF A CURVE IN
 AM0214'THE ROAD, 0.1 MILE WEST OF A FENCE CORNER ON THE NORTH SIDE OF THE
 AM0214'ROAD, 46 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF
 AM0214'A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 AM0214'DISK, STAMPED F 585 1941 AND SET IN THE TOP OF A CONCRETE POST
 AM0214'PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0239 ***********************************************************************
 AM0239  DESIGNATION -  F 586
 AM0239  PID         -  AM0239
 AM0239  STATE/COUNTY-  TX/BRAZORIA
 AM0239  USGS QUAD   -  CEDAR LANE (1972)
 AM0239
 AM0239                         *CURRENT SURVEY CONTROL
 AM0239  ___________________________________________________________________
 AM0239* NAD 83(1986)-  28 58 52.     (N)    095 37 58.     (W)     SCALED    
 AM0239* NAVD 88     -         6.87   (+/-2cm)      22.5    (feet)  VERTCON   
 AM0239  ___________________________________________________________________
 AM0239  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AM0239
 AM0239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0239
 AM0239.The horizontal coordinates were scaled from a topographic map and have
 AM0239.an estimated accuracy of +/- 6 seconds.
 AM0239
 AM0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0239.The vertical order pertains to the NGVD 29 superseded value.
 AM0239
 AM0239.The geoid height was determined by GEOID03.
 AM0239
 AM0239;                    North         East    Units  Estimated Accuracy
 AM0239;SPC TXSC     - 4,131,930.      928,070.      MT  (+/- 180 meters Scaled)
 AM0239
 AM0239                          SUPERSEDED SURVEY CONTROL
 AM0239
 AM0239  NGVD 29 (??/??/92)    6.891  (m)           22.61   (f) ADJ UNCH    2 0
 AM0239
 AM0239.Superseded values are not recommended for survey control.
 AM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0239.See file dsdata.txt to determine how the superseded data were derived.
 AM0239
 AM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN434087(NAD 83)
 AM0239_MARKER: DB = BENCH MARK DISK
 AM0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0239_STAMPING: F 586 1941
 AM0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0239+STABILITY: SURFACE MOTION
 AM0239
 AM0239  HISTORY     - Date     Condition        Report By
 AM0239  HISTORY     - 1941     MONUMENTED       CGS
 AM0239
 AM0239                          STATION DESCRIPTION
 AM0239
 AM0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0239'0.3 MI E FROM SWEENY.
 AM0239'0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AM0239'SWEENY, THENCE 5.6 MILES SOUTHEAST ALONG A SHELL ROAD.  1.0 MILE NORTH
 AM0239'OF MACEDONIA CHURCH, 0.5 MILE SOUTHEAST OF GRACE CHURCH, 0.1 MILE
 AM0239'SOUTH OF A CURVE IN THE ROAD, 32 FEET EAST OF THE CENTERLINE OF THE
 AM0239'ROAD, 32 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY TO A HOUSE ON THE
 AM0239'EAST SIDE OF THE ROAD, 22 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF
 AM0239'THE FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 AM0239'THE ROAD.  A STANDARD DISK, STAMPED F 586 1941 AND SET IN THE TOP OF A
 AM0239'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0297 ***********************************************************************
 AH0297  DESIGNATION -  F 587
 AH0297  PID         -  AH0297
 AH0297  STATE/COUNTY-  TX/SAN PATRICIO
 AH0297  USGS QUAD   -  TAFT (1975)
 AH0297
 AH0297                         *CURRENT SURVEY CONTROL
 AH0297  ___________________________________________________________________
 AH0297* NAD 83(1986)-  27 58 04.     (N)    097 24 34.     (W)     SCALED    
 AH0297* NAVD 88     -        16.07   (+/-2cm)      52.7    (feet)  VERTCON   
 AH0297  ___________________________________________________________________
 AH0297  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AH0297
 AH0297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0297
 AH0297.The horizontal coordinates were scaled from a topographic map and have
 AH0297.an estimated accuracy of +/- 6 seconds.
 AH0297
 AH0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0297.The vertical order pertains to the NGVD 29 superseded value.
 AH0297
 AH0297.The geoid height was determined by GEOID03.
 AH0297
 AH0297;                    North         East    Units  Estimated Accuracy
 AH0297;SPC TX S     - 5,255,420.      407,300.      MT  (+/- 180 meters Scaled)
 AH0297
 AH0297                          SUPERSEDED SURVEY CONTROL
 AH0297
 AH0297  NGVD 29 (??/??/92)   16.244  (m)           53.29   (f) ADJ UNCH    2 0
 AH0297
 AH0297.Superseded values are not recommended for survey control.
 AH0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0297.See file dsdata.txt to determine how the superseded data were derived.
 AH0297
 AH0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR564946(NAD 83)
 AH0297_MARKER: DB = BENCH MARK DISK
 AH0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0297_STAMPING: F 587 1942
 AH0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0297+STABILITY: SURFACE MOTION
 AH0297
 AH0297  HISTORY     - Date     Condition        Report By
 AH0297  HISTORY     - 1942     MONUMENTED       CGS
 AH0297  HISTORY     - 1949     GOOD             NGS
 AH0297  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0297  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0297
 AH0297                          STATION DESCRIPTION
 AH0297
 AH0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0297'1.2 MI SW FROM TAFT.
 AH0297'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT TAFT-- PROCEED
 AH0297'0.2 MILE NORTHWEST ALONG STATE HIGHWAY NO.181.  THENCE, GO 1.0 MILE
 AH0297'SOUTHWESTERLY ALONG OILED ROAD TO THE SITE OF THE BENCH MARK.  BENCH
 AH0297'MARK IS ABOUT 285.0 FEET SOUTHWEST OF INTERSECTION OF OILED ROAD
 AH0297'LEADING SOUTHERLY, 98.0 FEET SOUTH OF INTERSECTION OF ROAD LEADING
 AH0297'WESTERLY AND ABOUT 180.0 FEET NORTH OF POLE CARRYING WIND-SOCK AT
 AH0297'SMALL AIRPORT.  IT IS AT THE WESTERLY CORNER OF TIN WAREHOUSE SAN
 AH0297'PATRICIO COUNTY, PRECINCT NO.4.  IT IS 38.0 FEET SOUTHEAST OF AND
 AH0297'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 6.0 FEET
 AH0297'NORTHEAST OF TELEPHONE POLE, 4.0 FEET NORTH OF POINT WHERE POWER LINE
 AH0297'CROSSES TELEPHONE LINE, 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST
 AH0297'AND 2.4 FEET SOUTHWEST OF CORNER OF WAREHOUSE.  THE MONUMENT PROJECTS
 AH0297'0.5 FOOT.
 AH0297
 AH0297                          STATION RECOVERY (1949)
 AH0297
 AH0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0297'RECOVERED IN GOOD CONDITION.
 AH0297
 AH0297                          STATION RECOVERY (1984)
 AH0297
 AH0297'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0297'MARK NOT FOUND.
 AH0297
 AH0297                          STATION RECOVERY (1996)
 AH0297
 AH0297'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0763 ***********************************************************************
 AH0763  DESIGNATION -  F 588
 AH0763  PID         -  AH0763
 AH0763  STATE/COUNTY-  TX/SAN PATRICIO
 AH0763  USGS QUAD   -  ODEM (1975)
 AH0763
 AH0763                         *CURRENT SURVEY CONTROL
 AH0763  ___________________________________________________________________
 AH0763* NAD 83(1986)-  27 54 43.     (N)    097 32 30.     (W)     SCALED    
 AH0763* NAVD 88     -        14.15   (+/-2cm)      46.4    (feet)  VERTCON   
 AH0763  ___________________________________________________________________
 AH0763  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AH0763
 AH0763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0763
 AH0763.The horizontal coordinates were scaled from a topographic map and have
 AH0763.an estimated accuracy of +/- 6 seconds.
 AH0763
 AH0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0763.The vertical order pertains to the NGVD 29 superseded value.
 AH0763
 AH0763.The geoid height was determined by GEOID03.
 AH0763
 AH0763;                    North         East    Units  Estimated Accuracy
 AH0763;SPC TX S     - 5,249,130.      394,340.      MT  (+/- 180 meters Scaled)
 AH0763
 AH0763                          SUPERSEDED SURVEY CONTROL
 AH0763
 AH0763  NGVD 29 (??/??/92)   14.320  (m)           46.98   (f) ADJ UNCH    2 0
 AH0763
 AH0763.Superseded values are not recommended for survey control.
 AH0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0763.See file dsdata.txt to determine how the superseded data were derived.
 AH0763
 AH0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR435883(NAD 83)
 AH0763_MARKER: DB = BENCH MARK DISK
 AH0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0763_STAMPING: F 588 1942
 AH0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0763+STABILITY: SURFACE MOTION
 AH0763
 AH0763  HISTORY     - Date     Condition        Report By
 AH0763  HISTORY     - 1942     MONUMENTED       CGS
 AH0763  HISTORY     - 1949     GOOD             NGS
 AH0763
 AH0763                          STATION DESCRIPTION
 AH0763
 AH0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0763'5.6 MI SE FROM ODEM.
 AH0763'5.6 MILES SOUTHEAST OF ODEM, SAN PATRICIO COUNTY.  THIS BENCH MARK MAY
 AH0763'BE REACHED FROM THE SAN ANTONIO, UVALDE AND GULF RAILROAD STATION BY
 AH0763'GOING 2.7 MILES EAST ALONG FARM ROAD 631, THENCE 1.5 MILES SOUTH ALONG
 AH0763'A PAVED ROAD TO A PRIVATE ROAD LEADING TO THE OLD TURNER RANCH HOUSE,
 AH0763'THENCE 1.0 MILE SOUTH TO A GATE AND 0.4 MILE WEST TO THE RANCH HOUSE.
 AH0763'IT IS 0.1 MILE WEST OF THE RANCH HOUSE, 210 FEET EAST OF THE
 AH0763'INTERSECTION OF A NORTH-AND-SOUTH TRAIL AND AN EAST-AND-WEST TRAIL, 25
 AH0763'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5 FEET EAST OF A FENCE
 AH0763'CORNER, 1.4 FEET NORTH OF THE FENCE, 3 FEET WEST OF A WHITE WOODEN
 AH0763'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED F 588
 AH0763'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 AH0763'GROUND.
 AH0763
 AH0763                          STATION RECOVERY (1949)
 AH0763
 AH0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0109 ***********************************************************************
 AH0109  DESIGNATION -  F 589 TXRD
 AH0109  PID         -  AH0109
 AH0109  STATE/COUNTY-  TX/NUECES
 AH0109  USGS QUAD   -  ANNAVILLE (1975)
 AH0109
 AH0109                         *CURRENT SURVEY CONTROL
 AH0109  ___________________________________________________________________
 AH0109* NAD 83(1986)-  27 47 05.     (N)    097 32 07.     (W)     SCALED    
 AH0109* NAVD 88     -        13.74   (+/-2cm)      45.1    (feet)  VERTCON   
 AH0109  ___________________________________________________________________
 AH0109  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH0109
 AH0109  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0109
 AH0109.The horizontal coordinates were scaled from a topographic map and have
 AH0109.an estimated accuracy of +/- 6 seconds.
 AH0109
 AH0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0109.The vertical order pertains to the NGVD 29 superseded value.
 AH0109
 AH0109.The geoid height was determined by GEOID03.
 AH0109
 AH0109;                    North         East    Units  Estimated Accuracy
 AH0109;SPC TX S     - 5,235,030.      395,080.      MT  (+/- 180 meters Scaled)
 AH0109
 AH0109                          SUPERSEDED SURVEY CONTROL
 AH0109
 AH0109  NGVD 29 (??/??/92)   13.916  (m)           45.66   (f) ADJ UNCH    1 2
 AH0109
 AH0109.Superseded values are not recommended for survey control.
 AH0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0109.See file dsdata.txt to determine how the superseded data were derived.
 AH0109
 AH0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR443742(NAD 83)
 AH0109_MARKER: DD = SURVEY DISK
 AH0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0109_SP_SET: CONCRETE BASE
 AH0109_STAMPING: F 589
 AH0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0109
 AH0109  HISTORY     - Date     Condition        Report By
 AH0109  HISTORY     - UNK      MONUMENTED       TXRD
 AH0109  HISTORY     - 1959     GOOD             NGS
 AH0109  HISTORY     - 1973     GOOD             NGS
 AH0109  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0109  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0109
 AH0109                          STATION DESCRIPTION
 AH0109
 AH0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0109'IN CLARKWOOD.
 AH0109'AT CLARKWOOD, NUECES COUNTY, 135 FEET SOUTH OF THE CENTERLINE OF STATE
 AH0109'HIGHWAY 44, AT THE CITY WATER TANK, IN THE TOP OF THE EAST CORNER OF
 AH0109'THE CONCRETE BASE OF THE SOUTHEAST LEG, 0.2 FOOT EAST OF THE CORNER OF
 AH0109'THE STEEL BASE PLATE OF THE LEG, AND 1.2 FEET HIGHER THAN THE GROUND.
 AH0109'A TEXAS RECLAMATION DEPARTMENT STANDARD DISK.
 AH0109
 AH0109                          STATION RECOVERY (1973)
 AH0109
 AH0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AH0109'RECOVERED IN GOOD CONDITION.
 AH0109
 AH0109                          STATION RECOVERY (1978)
 AH0109
 AH0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0109'NOT RECOVERED THIS DATE.
 AH0109
 AH0109                          STATION RECOVERY (2001)
 AH0109
 AH0109'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1777 ***********************************************************************
 BK1777  DESIGNATION -  F 58=PTS 28 S
 BK1777  PID         -  BK1777
 BK1777  STATE/COUNTY-  TX/ORANGE
 BK1777  USGS QUAD   -  TERRY (1974)
 BK1777
 BK1777                         *CURRENT SURVEY CONTROL
 BK1777  ___________________________________________________________________
 BK1777* NAD 83(1986)-  30 06 05.     (N)    093 59 26.     (W)     SCALED    
 BK1777* NAVD 88     -         4.88   (+/-2cm)      16.0    (feet)  VERTCON   
 BK1777  ___________________________________________________________________
 BK1777  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK1777
 BK1777  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1777
 BK1777.The horizontal coordinates were scaled from a topographic map and have
 BK1777.an estimated accuracy of +/- 6 seconds.
 BK1777
 BK1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1777.The vertical order pertains to the NGVD 29 superseded value.
 BK1777
 BK1777.The geoid height was determined by GEOID03.
 BK1777
 BK1777;                    North         East    Units  Estimated Accuracy
 BK1777;SPC TX C     - 3,065,620.    1,311,040.      MT  (+/- 180 meters Scaled)
 BK1777
 BK1777                          SUPERSEDED SURVEY CONTROL
 BK1777
 BK1777  NGVD 29 (??/??/??)    4.859  (m)           15.94   (f) ADJUSTED    1 1
 BK1777
 BK1777.Superseded values are not recommended for survey control.
 BK1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1777.See file dsdata.txt to determine how the superseded data were derived.
 BK1777
 BK1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP045304(NAD 83)
 BK1777_MARKER: DB = BENCH MARK DISK
 BK1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1777_STAMPING: F 58 1918 PTS STA NO 28S ELEV 16.716 FT
 BK1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1777+STABILITY: SURFACE MOTION
 BK1777
 BK1777  HISTORY     - Date     Condition        Report By
 BK1777  HISTORY     - 1918     MONUMENTED       CGS
 BK1777  HISTORY     - 1972     GOOD             NGS
 BK1777  HISTORY     - 1986     MARK NOT FOUND   NGS
 BK1777
 BK1777                          STATION DESCRIPTION
 BK1777
 BK1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1777'6.45 MI E FROM BEAUMONT.
 BK1777'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY SOUTHERN RAILWAY FROM
 BK1777'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BK1777'BEAUMONT, THENCE 5.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD,
 BK1777'AT THE NORTH EDGE OF A WOODED AREA, 52 FEET SOUTH OF THE SOUTH RAIL,
 BK1777'38 FEET SOUTHEAST OF THE 14TH TELEGRAPH POLE EAST OF MILEPOST 272, 49
 BK1777'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 5-BY-3 FOOT WOODEN BOX
 BK1777'TYPE CULVERT, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 BK1777'TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE THE LEVEL OF THE
 BK1777'GROUND.
 BK1777
 BK1777                          STATION RECOVERY (1986)
 BK1777
 BK1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1777'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1002 ***********************************************************************
 AH1002  DESIGNATION -  F 590
 AH1002  PID         -  AH1002
 AH1002  STATE/COUNTY-  TX/NUECES
 AH1002  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1002
 AH1002                         *CURRENT SURVEY CONTROL
 AH1002  ___________________________________________________________________
 AH1002* NAD 83(1986)-  27 43 51.     (N)    097 49 45.     (W)     SCALED    
 AH1002* NAVD 88     -        25.928  (meters)      85.07   (feet)  ADJUSTED  
 AH1002  ___________________________________________________________________
 AH1002  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH1002  DYNAMIC HT  -          25.889 (meters)      84.94  (feet)  COMP
 AH1002  MODELED GRAV-     979,107.5   (mgal)                       NAVD 88
 AH1002
 AH1002  VERT ORDER  -  SECOND    CLASS 0
 AH1002
 AH1002.The horizontal coordinates were scaled from a topographic map and have
 AH1002.an estimated accuracy of +/- 6 seconds.
 AH1002
 AH1002.The orthometric height was determined by differential leveling
 AH1002.and adjusted by the National Geodetic Survey in June 1991..
 AH1002
 AH1002.The geoid height was determined by GEOID03.
 AH1002
 AH1002.The dynamic height is computed by dividing the NAVD 88
 AH1002.geopotential number by the normal gravity value computed on the
 AH1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1002.degrees latitude (g = 980.6199 gals.).
 AH1002
 AH1002.The modeled gravity was interpolated from observed gravity values.
 AH1002
 AH1002;                    North         East    Units  Estimated Accuracy
 AH1002;SPC TX S     - 5,228,880.      366,150.      MT  (+/- 180 meters Scaled)
 AH1002
 AH1002                          SUPERSEDED SURVEY CONTROL
 AH1002
 AH1002  NGVD 29 (??/??/92)   26.029  (m)           85.40   (f) ADJ UNCH    2 0
 AH1002
 AH1002.Superseded values are not recommended for survey control.
 AH1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1002.See file dsdata.txt to determine how the superseded data were derived.
 AH1002
 AH1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR154679(NAD 83)
 AH1002_MARKER: DB = BENCH MARK DISK
 AH1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1002_STAMPING: F 590 1942
 AH1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1002+STABILITY: SURFACE MOTION
 AH1002
 AH1002  HISTORY     - Date     Condition        Report By
 AH1002  HISTORY     - 1942     MONUMENTED       CGS
 AH1002  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH1002
 AH1002                          STATION DESCRIPTION
 AH1002
 AH1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1002'4.9 MI S FROM BANQUETE.
 AH1002'TO REACH FROM THE MISSOURI PACIFIC (TEX,MEX.)  RAILROAD STATION AT
 AH1002'BANQUETE-- PROCEED 4.9 MILES SOUTHERLY ALONG OILED ROAD TO THE SITE OF
 AH1002'THE BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF A FARM HOUSE,
 AH1002'33.5 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD
 AH1002'AND AT FENCE CORNER.  IT IS 3.0 FEET EAST OF NORTH-SOUTH FENCE, 1.0
 AH1002'FOOT NORTH OF FENCE LEADING EAST AND 4.0 FEET EAST OF A 4X4-INCH
 AH1002'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AH1002
 AH1002                          STATION RECOVERY (1975)
 AH1002
 AH1002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0877 ***********************************************************************
 AN0877  DESIGNATION -  F 593
 AN0877  PID         -  AN0877
 AN0877  STATE/COUNTY-  TX/CALHOUN
 AN0877  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0877
 AN0877                         *CURRENT SURVEY CONTROL
 AN0877  ___________________________________________________________________
 AN0877* NAD 83(1986)-  28 34 01.     (N)    096 43 07.     (W)     SCALED    
 AN0877* NAVD 88     -         8.99   (+/-2cm)      29.5    (feet)  VERTCON   
 AN0877  ___________________________________________________________________
 AN0877  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN0877
 AN0877  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0877
 AN0877.The horizontal coordinates were scaled from a topographic map and have
 AN0877.an estimated accuracy of +/- 6 seconds.
 AN0877
 AN0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0877.The vertical order pertains to the NGVD 29 superseded value.
 AN0877
 AN0877.The geoid height was determined by GEOID03.
 AN0877
 AN0877;                    North         East    Units  Estimated Accuracy
 AN0877;SPC TXSC     - 4,083,480.      823,190.      MT  (+/- 180 meters Scaled)
 AN0877
 AN0877                          SUPERSEDED SURVEY CONTROL
 AN0877
 AN0877  NGVD 29 (??/??/92)    9.112  (m)           29.89   (f) ADJ UNCH    2 0
 AN0877
 AN0877.Superseded values are not recommended for survey control.
 AN0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0877.See file dsdata.txt to determine how the superseded data were derived.
 AN0877
 AN0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS231621(NAD 83)
 AN0877_MARKER: DB = BENCH MARK DISK
 AN0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0877_STAMPING: F 593 1942
 AN0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0877+STABILITY: SURFACE MOTION
 AN0877
 AN0877  HISTORY     - Date     Condition        Report By
 AN0877  HISTORY     - 1942     MONUMENTED       CGS
 AN0877  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN0877  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0877  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0877  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AN0877  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0877
 AN0877                          STATION DESCRIPTION
 AN0877
 AN0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0877'6.8 MI SW FROM PORT LAVACA.
 AN0877'6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 AN0877'PORT LAVACA, CALHOUN COUNTY, NEAR SOME STOCK PENS, 54 FEET SOUTHEAST
 AN0877'OF THE CENTERLINE OF THE HIGHWAY, 27 FEET NORTHEAST OF THE NORTHEAST
 AN0877'END OF A TIN SHED, 8 FEET NORTHEAST OF A GATEPOST, 3 FEET SOUTHWEST OF
 AN0877'A WHITE WOODEN WITNESS POST, 1 FOOT NORTHWEST OF THE RIGHT-OF-WAY
 AN0877'FENCE, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F
 AN0877'593 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AN0877'FOOT ABOVE GROUND.
 AN0877
 AN0877                          STATION RECOVERY (1987)
 AN0877
 AN0877'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AN0877'MARK NOT FOUND.
 AN0877
 AN0877                          STATION RECOVERY (1988)
 AN0877
 AN0877'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0877'MARK NOT FOUND.
 AN0877
 AN0877                          STATION RECOVERY (1988)
 AN0877
 AN0877'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0877'MARK NOT FOUND.
 AN0877
 AN0877                          STATION RECOVERY (1989)
 AN0877
 AN0877'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0877'MARK NOT FOUND.
 AN0877
 AN0877                          STATION RECOVERY (1998)
 AN0877
 AN0877'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0396 ***********************************************************************
 AN0396  DESIGNATION -  F 594
 AN0396  PID         -  AN0396
 AN0396  STATE/COUNTY-  TX/REFUGIO
 AN0396  USGS QUAD   -  AUSTWELL (1973)
 AN0396
 AN0396                         *CURRENT SURVEY CONTROL
 AN0396  ___________________________________________________________________
 AN0396* NAD 83(1986)-  28 23 04.     (N)    096 50 33.     (W)     SCALED    
 AN0396* NAVD 88     -         6.99   (+/-2cm)      22.9    (feet)  VERTCON   
 AN0396  ___________________________________________________________________
 AN0396  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN0396
 AN0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0396
 AN0396.The horizontal coordinates were scaled from a topographic map and have
 AN0396.an estimated accuracy of +/- 6 seconds.
 AN0396
 AN0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0396.The vertical order pertains to the NGVD 29 superseded value.
 AN0396
 AN0396.The geoid height was determined by GEOID03.
 AN0396
 AN0396;                    North         East    Units  Estimated Accuracy
 AN0396;SPC TXSC     - 4,063,030.      811,450.      MT  (+/- 180 meters Scaled)
 AN0396
 AN0396                          SUPERSEDED SURVEY CONTROL
 AN0396
 AN0396  NGVD 29 (??/??/92)    7.113  (m)           23.34   (f) ADJ UNCH    2 0
 AN0396
 AN0396.Superseded values are not recommended for survey control.
 AN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0396.See file dsdata.txt to determine how the superseded data were derived.
 AN0396
 AN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS114416(NAD 83)
 AN0396_MARKER: DB = BENCH MARK DISK
 AN0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0396_STAMPING: F 594 1942
 AN0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0396+STABILITY: SURFACE MOTION
 AN0396
 AN0396  HISTORY     - Date     Condition        Report By
 AN0396  HISTORY     - 1942     MONUMENTED       CGS
 AN0396  HISTORY     - 1952     MARK NOT FOUND   USGS
 AN0396  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN0396
 AN0396                          STATION DESCRIPTION
 AN0396
 AN0396'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AN0396'IN AUSTWELL.
 AN0396'AT AUSTWELL, REFUGIO COUNTY, 0.1 MILE SOUTH ALONG A SHELL ROAD FROM
 AN0396'THE CITY WATER TOWER, AT THE CROSSING OF THE ST. LOUIS, BROWNSVILLE
 AN0396'AND MEXICO RAILWAY, 41 FEET WEST OF THE CENTERLINE OF THE ROAD, 39
 AN0396'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 6 FEET NORTHEAST OF A POLE
 AN0396'WITH A GUY WIRE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 1
 AN0396'FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED F 594 1942 AND SET
 AN0396'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN0396
 AN0396                          STATION RECOVERY (1999)
 AN0396
 AN0396'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0356 ***********************************************************************
 AN0356  DESIGNATION -  F 595
 AN0356  PID         -  AN0356
 AN0356  STATE/COUNTY-  TX/REFUGIO
 AN0356  USGS QUAD   -  TIVOLI (1973)
 AN0356
 AN0356                         *CURRENT SURVEY CONTROL
 AN0356  ___________________________________________________________________
 AN0356* NAD 83(1986)-  28 23 17.     (N)    096 54 35.     (W)     SCALED    
 AN0356* NAVD 88     -         8.03   (+/-2cm)      26.3    (feet)  VERTCON   
 AN0356  ___________________________________________________________________
 AN0356  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN0356
 AN0356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0356
 AN0356.The horizontal coordinates were scaled from a topographic map and have
 AN0356.an estimated accuracy of +/- 6 seconds.
 AN0356
 AN0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0356.The vertical order pertains to the NGVD 29 superseded value.
 AN0356
 AN0356.The geoid height was determined by GEOID03.
 AN0356
 AN0356;                    North         East    Units  Estimated Accuracy
 AN0356;SPC TXSC     - 4,063,310.      804,850.      MT  (+/- 180 meters Scaled)
 AN0356
 AN0356                          SUPERSEDED SURVEY CONTROL
 AN0356
 AN0356  NGVD 29 (??/??/92)    8.157  (m)           26.76   (f) ADJ UNCH    2 0
 AN0356
 AN0356.Superseded values are not recommended for survey control.
 AN0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0356.See file dsdata.txt to determine how the superseded data were derived.
 AN0356
 AN0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS048419(NAD 83)
 AN0356_MARKER: DB = BENCH MARK DISK
 AN0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0356_SP_SET: CULVERT
 AN0356_STAMPING: F 595 1942
 AN0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0356
 AN0356  HISTORY     - Date     Condition        Report By
 AN0356  HISTORY     - 1942     MONUMENTED       CGS
 AN0356  HISTORY     - 1987     GOOD             USPSQD
 AN0356  HISTORY     - 1988     GOOD             USPSQD
 AN0356  HISTORY     - 1988     GOOD             USPSQD
 AN0356  HISTORY     - 1988     GOOD             USPSQD
 AN0356  HISTORY     - 1988     GOOD             USPSQD
 AN0356  HISTORY     - 1988     GOOD             USPSQD
 AN0356  HISTORY     - 1989     GOOD             USPSQD
 AN0356  HISTORY     - 1990     GOOD             USPSQD
 AN0356  HISTORY     - 1990     GOOD             USPSQD
 AN0356  HISTORY     - 19940716 GOOD             USPSQD
 AN0356  HISTORY     - 19990726 GOOD             USPSQD
 AN0356
 AN0356                          STATION DESCRIPTION
 AN0356
 AN0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0356'4.9 MI S FROM TIVOLI.
 AN0356'TO REACH FROM INTERSECTION OF STATE HIGHWAYS NO. 35 AND 113 AT
 AN0356'TIVOLI-- PROCEED SOUTH 4.9 MILES ON STATE HIGHWAY NO. 35 TO A CONCRETE
 AN0356'CULVERT AT A T ROAD INTERSECTION AND SITE OF BENCH MARK. BENCH MARK IS
 AN0356'SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 AN0356'CONCRETE CULVERT UNDER THE EAST-WEST DIRT ROAD. IT IS 36.0 FEET EAST
 AN0356'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF HIGHWAY NO. 35, 15.0
 AN0356'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST DIRT ROAD.
 AN0356
 AN0356                          STATION RECOVERY (1987)
 AN0356
 AN0356'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0356'RECOVERED IN GOOD CONDITION.
 AN0356
 AN0356                          STATION RECOVERY (1988)
 AN0356
 AN0356'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AN0356'RECOVERED IN GOOD CONDITION.
 AN0356
 AN0356                          STATION RECOVERY (1988)
 AN0356
 AN0356'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0356'RECOVERED IN GOOD CONDITION.
 AN0356
 AN0356                          STATION RECOVERY (1988)
 AN0356
 AN0356'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0356'RECOVERED IN GOOD CONDITION.
 AN0356
 AN0356                          STATION RECOVERY (1988)
 AN0356
 AN0356'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN0356'RECOVERED IN GOOD CONDITION.
 AN0356
 AN0356                          STATION RECOVERY (1988)
 AN0356
 AN0356'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0356'RECOVERED IN GOOD CONDITION.
 AN0356
 AN0356                          STATION RECOVERY (1989)
 AN0356
 AN0356'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0356'RECOVERED IN GOOD CONDITION.
 AN0356
 AN0356                          STATION RECOVERY (1990)
 AN0356
 AN0356'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0356'RECOVERED IN GOOD CONDITION.
 AN0356
 AN0356                          STATION RECOVERY (1990)
 AN0356
 AN0356'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0356'RECOVERED IN GOOD CONDITION.
 AN0356
 AN0356                          STATION RECOVERY (1994)
 AN0356
 AN0356'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0356'RECOVERED IN GOOD CONDITION.
 AN0356
 AN0356                          STATION RECOVERY (1999)
 AN0356
 AN0356'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0143 ***********************************************************************
 AN0143  DESIGNATION -  F 596
 AN0143  PID         -  AN0143
 AN0143  STATE/COUNTY-  TX/CALHOUN
 AN0143  USGS QUAD   -  TURTLE BAY (1995)
 AN0143
 AN0143                         *CURRENT SURVEY CONTROL
 AN0143  ___________________________________________________________________
 AN0143* NAD 83(1986)-  28 38 45.     (N)    096 21 20.     (W)     SCALED    
 AN0143* NAVD 88     -         2.51   (+/-2cm)       8.2    (feet)  VERTCON   
 AN0143  ___________________________________________________________________
 AN0143  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN0143
 AN0143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0143
 AN0143.The horizontal coordinates were scaled from a topographic map and have
 AN0143.an estimated accuracy of +/- 6 seconds.
 AN0143
 AN0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0143.The vertical order pertains to the NGVD 29 superseded value.
 AN0143
 AN0143.The geoid height was determined by GEOID03.
 AN0143
 AN0143;                    North         East    Units  Estimated Accuracy
 AN0143;SPC TXSC     - 4,092,970.      858,510.      MT  (+/- 180 meters Scaled)
 AN0143
 AN0143                          SUPERSEDED SURVEY CONTROL
 AN0143
 AN0143  NGVD 29 (??/??/92)    2.600  (m)            8.53   (f) ADJ UNCH    2 0
 AN0143
 AN0143.Superseded values are not recommended for survey control.
 AN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0143.See file dsdata.txt to determine how the superseded data were derived.
 AN0143
 AN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS584716(NAD 83)
 AN0143_MARKER: DB = BENCH MARK DISK
 AN0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0143_STAMPING: F 596 1942
 AN0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0143+STABILITY: SURFACE MOTION
 AN0143
 AN0143  HISTORY     - Date     Condition        Report By
 AN0143  HISTORY     - 1942     MONUMENTED       CGS
 AN0143  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0143
 AN0143                          STATION DESCRIPTION
 AN0143
 AN0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0143'1.0 MI S FROM EL CAMPO CLUB.
 AN0143'1.0 MILE SOUTH ALONG A SHELL ROAD FROM EL CAMPO CLUB, CALHOUN COUNTY,
 AN0143'AT A VACANT FARMHOUSE, IN THE NORTHWEST CORNER OF THE YARD, 140 FEET
 AN0143'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 34 FEET EAST OF A BANK
 AN0143'SLOPING SHARPLY TO MATAGORDA BAY, 3 FEET NORTH OF THE EAST-AND-WEST
 AN0143'YARD FENCE, AND 4 FEET EAST OF A WHITE WOODEN WITNESS POST. A STANDARD
 AN0143'DISK, STAMPED F 596 1942 AND SET IN THE TOP OF A CONCRETE POST
 AN0143'PROJECTING 0.4 FOOT ABOVE GROUND.
 AN0143
 AN0143                          STATION RECOVERY (1998)
 AN0143
 AN0143'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0093 ***********************************************************************
 AN0093  DESIGNATION -  F 597
 AN0093  PID         -  AN0093
 AN0093  STATE/COUNTY-  TX/JACKSON
 AN0093  USGS QUAD   -  OLIVIA (1995)
 AN0093
 AN0093                         *CURRENT SURVEY CONTROL
 AN0093  ___________________________________________________________________
 AN0093* NAD 83(1986)-  28 42 34.     (N)    096 27 10.     (W)     SCALED    
 AN0093* NAVD 88     -         7.12   (+/-2cm)      23.4    (feet)  VERTCON   
 AN0093  ___________________________________________________________________
 AN0093  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN0093
 AN0093  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0093
 AN0093.The horizontal coordinates were scaled from a topographic map and have
 AN0093.an estimated accuracy of +/- 6 seconds.
 AN0093
 AN0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0093.The vertical order pertains to the NGVD 29 superseded value.
 AN0093
 AN0093.The geoid height was determined by GEOID03.
 AN0093
 AN0093;                    North         East    Units  Estimated Accuracy
 AN0093;SPC TXSC     - 4,099,810.      848,850.      MT  (+/- 180 meters Scaled)
 AN0093
 AN0093                          SUPERSEDED SURVEY CONTROL
 AN0093
 AN0093  NGVD 29 (??/??/92)    7.219  (m)           23.68   (f) ADJ UNCH    2 0
 AN0093
 AN0093.Superseded values are not recommended for survey control.
 AN0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0093.See file dsdata.txt to determine how the superseded data were derived.
 AN0093
 AN0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS488784(NAD 83)
 AN0093_MARKER: DB = BENCH MARK DISK
 AN0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0093_STAMPING: F 597 1942
 AN0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0093+STABILITY: SURFACE MOTION
 AN0093
 AN0093  HISTORY     - Date     Condition        Report By
 AN0093  HISTORY     - 1942     MONUMENTED       CGS
 AN0093
 AN0093                          STATION DESCRIPTION
 AN0093
 AN0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0093'1.0 MI S FROM LA WARD.
 AN0093'1.0 MILE SOUTH ALONG STATE HIGHWAY 172 FROM THE JUNCTION OF STATE
 AN0093'HIGHWAY 35 ABOUT 8.3 MILES SOUTH OF LA WARD, JACKSON COUNTY, 48 FEET
 AN0093'WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF A WHITE WOODEN
 AN0093'WITNESS POST, 1 FOOT WEST OF A FENCE CORNER, AND LEVEL WITH THE
 AN0093'HIGHWAY.  A STANDARD DISK, STAMPED F 597 1942 AND SET IN THE TOP OF A
 AN0093'CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0189 ***********************************************************************
 AJ0189  DESIGNATION -  F 599
 AJ0189  PID         -  AJ0189
 AJ0189  STATE/COUNTY-  TX/DUVAL
 AJ0189  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0189
 AJ0189                         *CURRENT SURVEY CONTROL
 AJ0189  ___________________________________________________________________
 AJ0189* NAD 83(1986)-  27 41 04.     (N)    098 15 38.     (W)     SCALED    
 AJ0189* NAVD 88     -        92.835  (meters)     304.58   (feet)  ADJUSTED  
 AJ0189  ___________________________________________________________________
 AJ0189  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AJ0189  DYNAMIC HT  -          92.690 (meters)     304.10  (feet)  COMP
 AJ0189  MODELED GRAV-     979,087.7   (mgal)                       NAVD 88
 AJ0189
 AJ0189  VERT ORDER  -  SECOND    CLASS 0
 AJ0189
 AJ0189.The horizontal coordinates were scaled from a topographic map and have
 AJ0189.an estimated accuracy of +/- 6 seconds.
 AJ0189
 AJ0189.The orthometric height was determined by differential leveling
 AJ0189.and adjusted by the National Geodetic Survey in June 1991..
 AJ0189
 AJ0189.The geoid height was determined by GEOID03.
 AJ0189
 AJ0189.The dynamic height is computed by dividing the NAVD 88
 AJ0189.geopotential number by the normal gravity value computed on the
 AJ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0189.degrees latitude (g = 980.6199 gals.).
 AJ0189
 AJ0189.The modeled gravity was interpolated from observed gravity values.
 AJ0189
 AJ0189;                    North         East    Units  Estimated Accuracy
 AJ0189;SPC TX S     - 5,223,580.      323,620.      MT  (+/- 180 meters Scaled)
 AJ0189
 AJ0189                          SUPERSEDED SURVEY CONTROL
 AJ0189
 AJ0189  NGVD 29 (??/??/92)   92.91   (m)          304.8    (f) COMPUTED    2 0
 AJ0189
 AJ0189.Superseded values are not recommended for survey control.
 AJ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0189.See file dsdata.txt to determine how the superseded data were derived.
 AJ0189
 AJ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR729624(NAD 83)
 AJ0189_MARKER: DB = BENCH MARK DISK
 AJ0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0189_STAMPING: F 599 1942
 AJ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0189+STABILITY: SURFACE MOTION
 AJ0189
 AJ0189  HISTORY     - Date     Condition        Report By
 AJ0189  HISTORY     - 1942     MONUMENTED       CGS
 AJ0189
 AJ0189                          STATION DESCRIPTION
 AJ0189
 AJ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0189'6.2 MI S FROM SAN DIEGO.
 AJ0189'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0189'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF DIRT ROAD
 AJ0189'LEADING SOUTHERLY.  THENCE, GO 4.7 MILES SOUTHERLY ALONG THE DIRT ROAD
 AJ0189'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE SOUTH OF
 AJ0189'A FARM HOUSE, 27.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 4.0 FEET
 AJ0189'SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT WEST OF FENCE. THE
 AJ0189'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2132 ***********************************************************************
 AX2132  DESIGNATION -  F 6
 AX2132  PID         -  AX2132
 AX2132  STATE/COUNTY-  TX/CALDWELL
 AX2132  USGS QUAD   -  LOCKHART NORTH (1994)
 AX2132
 AX2132                         *CURRENT SURVEY CONTROL
 AX2132  ___________________________________________________________________
 AX2132* NAD 83(1986)-  29 53 01.     (N)    097 40 24.     (W)     SCALED    
 AX2132* NAVD 88     -       159.91   (+/-2cm)     524.6    (feet)  VERTCON   
 AX2132  ___________________________________________________________________
 AX2132  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2132
 AX2132  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2132
 AX2132.The horizontal coordinates were scaled from a topographic map and have
 AX2132.an estimated accuracy of +/- 6 seconds.
 AX2132
 AX2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2132.The vertical order pertains to the NGVD 29 superseded value.
 AX2132
 AX2132.The geoid height was determined by GEOID03.
 AX2132
 AX2132;                    North         East    Units  Estimated Accuracy
 AX2132;SPC TXSC     - 4,227,960.      728,140.      MT  (+/- 180 meters Scaled)
 AX2132
 AX2132                          SUPERSEDED SURVEY CONTROL
 AX2132
 AX2132  NGVD 29 (??/??/92)  159.828  (m)          524.37   (f) ADJ UNCH    1 2
 AX2132
 AX2132.Superseded values are not recommended for survey control.
 AX2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2132.See file dsdata.txt to determine how the superseded data were derived.
 AX2132
 AX2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU281066(NAD 83)
 AX2132_MARKER: B = BOLT
 AX2132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2132_SP_SET: LIMESTONE WINDOW LEDGE
 AX2132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2132+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AX2132
 AX2132  HISTORY     - Date     Condition        Report By
 AX2132  HISTORY     - UNK      MONUMENTED       CGS
 AX2132  HISTORY     - 1959     GOOD             NGS
 AX2132  HISTORY     - 1990     POOR             USPSQD
 AX2132  HISTORY     - 19930808 GOOD             USPSQD
 AX2132  HISTORY     - 19990925 GOOD             USPSQD
 AX2132  HISTORY     - 20050222 GOOD             USPSQD
 AX2132
 AX2132                          STATION DESCRIPTION
 AX2132
 AX2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2132'IN LOCKHART.
 AX2132'AT LOCKHART, IN THE FRONT WALL OF THE EUGENE CLARK LIBRARY BUILDING, 1
 AX2132'FOOT NORTH OF THE SOUTHEAST CORNER, IN THE LINESTONE WINDOW LEDGE, AND
 AX2132'4 FEET HIGHER THAN THE GROUND.  A CROSS ON THE END OF A COPPER BOLT,
 AX2132'NEAR THE LETTERS U S C.
 AX2132
 AX2132                          STATION RECOVERY (1990)
 AX2132
 AX2132'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2132'MARK RECOVERED IN POOR CONDITION.
 AX2132
 AX2132                          STATION RECOVERY (1993)
 AX2132
 AX2132'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2132'RECOVERED IN GOOD CONDITION.
 AX2132
 AX2132                          STATION RECOVERY (1999)
 AX2132
 AX2132'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2132'RECOVERED IN GOOD CONDITION.
 AX2132
 AX2132                          STATION RECOVERY (2005)
 AX2132
 AX2132'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0334 ***********************************************************************
 AJ0334  DESIGNATION -  F 600
 AJ0334  PID         -  AJ0334
 AJ0334  STATE/COUNTY-  TX/DUVAL
 AJ0334  USGS QUAD   -  CONCEPCION (1968)
 AJ0334
 AJ0334                         *CURRENT SURVEY CONTROL
 AJ0334  ___________________________________________________________________
 AJ0334* NAD 83(1986)-  27 27 50.     (N)    098 15 54.     (W)     SCALED    
 AJ0334* NAVD 88     -        74.007  (meters)     242.80   (feet)  ADJUSTED  
 AJ0334  ___________________________________________________________________
 AJ0334  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AJ0334  DYNAMIC HT  -          73.890 (meters)     242.42  (feet)  COMP
 AJ0334  MODELED GRAV-     979,075.9   (mgal)                       NAVD 88
 AJ0334
 AJ0334  VERT ORDER  -  SECOND    CLASS 0
 AJ0334
 AJ0334.The horizontal coordinates were scaled from a topographic map and have
 AJ0334.an estimated accuracy of +/- 6 seconds.
 AJ0334
 AJ0334.The orthometric height was determined by differential leveling
 AJ0334.and adjusted by the National Geodetic Survey in June 1991..
 AJ0334
 AJ0334.The geoid height was determined by GEOID03.
 AJ0334
 AJ0334.The dynamic height is computed by dividing the NAVD 88
 AJ0334.geopotential number by the normal gravity value computed on the
 AJ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0334.degrees latitude (g = 980.6199 gals.).
 AJ0334
 AJ0334.The modeled gravity was interpolated from observed gravity values.
 AJ0334
 AJ0334;                    North         East    Units  Estimated Accuracy
 AJ0334;SPC TX S     - 5,199,140.      323,230.      MT  (+/- 180 meters Scaled)
 AJ0334
 AJ0334                          SUPERSEDED SURVEY CONTROL
 AJ0334
 AJ0334  NGVD 29 (??/??/92)   74.095  (m)          243.09   (f) ADJ UNCH    2 0
 AJ0334
 AJ0334.Superseded values are not recommended for survey control.
 AJ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0334.See file dsdata.txt to determine how the superseded data were derived.
 AJ0334
 AJ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR726380(NAD 83)
 AJ0334_MARKER: DB = BENCH MARK DISK
 AJ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0334_STAMPING: F 600 1942
 AJ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0334+STABILITY: SURFACE MOTION
 AJ0334
 AJ0334  HISTORY     - Date     Condition        Report By
 AJ0334  HISTORY     - 1942     MONUMENTED       CGS
 AJ0334  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0334
 AJ0334                          STATION DESCRIPTION
 AJ0334
 AJ0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0334'24.4 MI S FROM SAN DIEGO.
 AJ0334'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0334'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO THE INTERSECTION OF DIRT ROAD
 AJ0334'LEADING SOUTH.  THENCE, GO 22.9 MILES SOUTHERLY ALONG THE ROAD TO THE
 AJ0334'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF A FARM
 AJ0334'HOUSE, 27.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF
 AJ0334'A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT EAST OF FENCE.  THE
 AJ0334'MONUMENT PROJECTS 0.4 FOOT.
 AJ0334
 AJ0334                          STATION RECOVERY (1968)
 AJ0334
 AJ0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0535 ***********************************************************************
 AN0535  DESIGNATION -  F 601
 AN0535  PID         -  AN0535
 AN0535  STATE/COUNTY-  TX/JACKSON
 AN0535  USGS QUAD   -  LOLITA (1995)
 AN0535
 AN0535                         *CURRENT SURVEY CONTROL
 AN0535  ___________________________________________________________________
 AN0535* NAD 83(1986)-  28 50 35.     (N)    096 31 23.     (W)     SCALED    
 AN0535* NAVD 88     -        11.37   (+/-2cm)      37.3    (feet)  VERTCON   
 AN0535  ___________________________________________________________________
 AN0535  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN0535
 AN0535  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0535
 AN0535.The horizontal coordinates were scaled from a topographic map and have
 AN0535.an estimated accuracy of +/- 6 seconds.
 AN0535
 AN0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0535.The vertical order pertains to the NGVD 29 superseded value.
 AN0535
 AN0535.The geoid height was determined by GEOID03.
 AN0535
 AN0535;                    North         East    Units  Estimated Accuracy
 AN0535;SPC TXSC     - 4,114,470.      841,670.      MT  (+/- 180 meters Scaled)
 AN0535
 AN0535                          SUPERSEDED SURVEY CONTROL
 AN0535
 AN0535  NGVD 29 (??/??/92)   11.455  (m)           37.58   (f) ADJ UNCH    1 2
 AN0535
 AN0535.Superseded values are not recommended for survey control.
 AN0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0535.See file dsdata.txt to determine how the superseded data were derived.
 AN0535
 AN0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS416931(NAD 83)
 AN0535_MARKER: DB = BENCH MARK DISK
 AN0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0535_STAMPING: F 601 1942
 AN0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0535+STABILITY: SURFACE MOTION
 AN0535
 AN0535  HISTORY     - Date     Condition        Report By
 AN0535  HISTORY     - 1942     MONUMENTED       CGS
 AN0535  HISTORY     - 1967     GOOD             NGS
 AN0535  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0535  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0535
 AN0535                          STATION DESCRIPTION
 AN0535
 AN0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AN0535'1.2 MI E FROM LOLITA.
 AN0535'ABOUT 1.2 MILES EAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN0535'RAILROAD (MISSOURI PACIFIC) FROM THE JUNCTION OF F.M. HIGHWAYS 616 AND
 AN0535'1593 AND THE RAILROAD CROSSING IN LOLITA TO SITE OF BENCH MARK, 4
 AN0535'POLES EAST OF MILEPOST 246, 32.8 FEET EAST OF THE CENTER LINE OF F.M.
 AN0535'HIGHWAY 616, 49.6 FEET SOUTH OF THE SOUTH RAIL, 3.7 FEET SOUTHEAST OF
 AN0535'A FENCE CORNER, 2.5 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 AN0535'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.3 FOOT
 AN0535'ABOVE THE GROUND.
 AN0535
 AN0535                          STATION RECOVERY (1972)
 AN0535
 AN0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AN0535'MARK NOT FOUND.
 AN0535
 AN0535                          STATION RECOVERY (1978)
 AN0535
 AN0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0535'NOT RECOVERED ON THIS DATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1279 ***********************************************************************
 AN1279  DESIGNATION -  F 602
 AN1279  PID         -  AN1279
 AN1279  STATE/COUNTY-  TX/REFUGIO
 AN1279  USGS QUAD   -  QUINTANA (1979)
 AN1279
 AN1279                         *CURRENT SURVEY CONTROL
 AN1279  ___________________________________________________________________
 AN1279* NAD 83(1986)-  28 17 31.     (N)    097 11 48.     (W)     SCALED    
 AN1279* NAVD 88     -        12.79   (+/-2cm)      42.0    (feet)  VERTCON   
 AN1279  ___________________________________________________________________
 AN1279  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1279
 AN1279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1279
 AN1279.The horizontal coordinates were scaled from a topographic map and have
 AN1279.an estimated accuracy of +/- 6 seconds.
 AN1279
 AN1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1279.The vertical order pertains to the NGVD 29 superseded value.
 AN1279
 AN1279.The geoid height was determined by GEOID03.
 AN1279
 AN1279;                    North         East    Units  Estimated Accuracy
 AN1279;SPC TXSC     - 4,052,190.      776,900.      MT  (+/- 180 meters Scaled)
 AN1279
 AN1279                          SUPERSEDED SURVEY CONTROL
 AN1279
 AN1279  NGVD 29 (??/??/92)   12.94   (m)           42.5    (f) COMPUTED    2 0
 AN1279
 AN1279.Superseded values are not recommended for survey control.
 AN1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1279.See file dsdata.txt to determine how the superseded data were derived.
 AN1279
 AN1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS768308(NAD 83)
 AN1279_MARKER: DB = BENCH MARK DISK
 AN1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1279_SP_SET: CULVERT
 AN1279_STAMPING: F 602 1942
 AN1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1279
 AN1279  HISTORY     - Date     Condition        Report By
 AN1279  HISTORY     - 1942     MONUMENTED       CGS
 AN1279  HISTORY     - 1990     GOOD             USPSQD
 AN1279  HISTORY     - 19940716 GOOD             USPSQD
 AN1279  HISTORY     - 19990724 GOOD             USPSQD
 AN1279
 AN1279                          STATION DESCRIPTION
 AN1279
 AN1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1279'4.7 MI E FROM REFUGIO.
 AN1279'4.7 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1279'REFUGIO, REFUGIO COUNTY, AT A 3-BY-12-FOOT CONCRETE-BOX CULVERT, IN
 AN1279'THE TOP OF THE WEST END OF THE NORTH HEADWALL, 22 FEET NORTH OF THE
 AN1279'CENTERLINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A
 AN1279'STANDARD DISK, STAMPED F 602 1942.
 AN1279
 AN1279                          STATION RECOVERY (1990)
 AN1279
 AN1279'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1279'RECOVERED IN GOOD CONDITION.
 AN1279
 AN1279                          STATION RECOVERY (1994)
 AN1279
 AN1279'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1279'RECOVERED IN GOOD CONDITION.
 AN1279
 AN1279                          STATION RECOVERY (1999)
 AN1279
 AN1279'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1365 ***********************************************************************
 AN1365  DESIGNATION -  F 603
 AN1365  PID         -  AN1365
 AN1365  STATE/COUNTY-  TX/ARANSAS
 AN1365  USGS QUAD   -  BAYSIDE (1979)
 AN1365
 AN1365                         *CURRENT SURVEY CONTROL
 AN1365  ___________________________________________________________________
 AN1365* NAD 83(1986)-  28 00 05.     (N)    097 10 26.     (W)     SCALED    
 AN1365* NAVD 88     -         2.31   (+/-2cm)       7.6    (feet)  VERTCON   
 AN1365  ___________________________________________________________________
 AN1365  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN1365
 AN1365  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1365
 AN1365.The horizontal coordinates were scaled from a topographic map and have
 AN1365.an estimated accuracy of +/- 6 seconds.
 AN1365
 AN1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1365.The vertical order pertains to the NGVD 29 superseded value.
 AN1365
 AN1365.The geoid height was determined by GEOID03.
 AN1365
 AN1365;                    North         East    Units  Estimated Accuracy
 AN1365;SPC TXSC     - 4,020,030.      779,630.      MT  (+/- 180 meters Scaled)
 AN1365
 AN1365                          SUPERSEDED SURVEY CONTROL
 AN1365
 AN1365  NGVD 29 (??/??/92)    2.456  (m)            8.06   (f) ADJ UNCH    2 0
 AN1365
 AN1365.Superseded values are not recommended for survey control.
 AN1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1365.See file dsdata.txt to determine how the superseded data were derived.
 AN1365
 AN1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR795987(NAD 83)
 AN1365_MARKER: DB = BENCH MARK DISK
 AN1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1365_STAMPING: F 603 1942
 AN1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1365+STABILITY: SURFACE MOTION
 AN1365
 AN1365  HISTORY     - Date     Condition        Report By
 AN1365  HISTORY     - 1942     MONUMENTED       CGS
 AN1365
 AN1365                          STATION DESCRIPTION
 AN1365
 AN1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1365'10.0 MI SW FROM ROCKPORT.
 AN1365'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 35 AND ROAD TO
 AN1365'BAYSIDE AT ROCKPORT-- PROCEED WEST 4.0 MILES ON ROAD TO BAYSIDE TO
 AN1365'INTERSECTION OF ROAD TO THE PORT BAY CLUB BUILDINGS (OLD ROAD TO
 AN1365'BAYSIDE).  THENCE CONTINUE ON SOUTHWEST AND GO 3.2 MILES TO A
 AN1365'CROSSROAD.  THENCE TURN RIGHT (NORTHWEST) AND GO 2.8 MILES TO A FARM
 AN1365'HOUSE AND SITE OF BENCH MARK.  BENCH MARK IS 0.5 MILE NORTHWEST OF THE
 AN1365'NORTHWEST END OF THE BRIDGE OVER PORT BAY.  IT IS 64.0 FEET SOUTH OF
 AN1365'THE FARM HOUSE, 29.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AN1365'THE CENTERLINE OF THE ROAD, 3.0 FEET WEST OF A 4 X 4 INCH WOODEN
 AN1365'MARKER POST, AND 1.0 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 AN1365'MONUMENT PROJECTS ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1366 ***********************************************************************
 AN1366  DESIGNATION -  F 603 RESET 1950
 AN1366  PID         -  AN1366
 AN1366  STATE/COUNTY-  TX/ARANSAS
 AN1366  USGS QUAD   -  BAYSIDE (1979)
 AN1366
 AN1366                         *CURRENT SURVEY CONTROL
 AN1366  ___________________________________________________________________
 AN1366* NAD 83(1986)-  28 00 05.     (N)    097 10 27.     (W)     SCALED    
 AN1366* NAVD 88     -         2.36   (+/-2cm)       7.7    (feet)  VERTCON   
 AN1366  ___________________________________________________________________
 AN1366  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN1366
 AN1366  VERT ORDER  -  THIRD (See Below)
 AN1366
 AN1366.The horizontal coordinates were scaled from a topographic map and have
 AN1366.an estimated accuracy of +/- 6 seconds.
 AN1366
 AN1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1366.The vertical order pertains to the NGVD 29 superseded value.
 AN1366
 AN1366.The geoid height was determined by GEOID03.
 AN1366
 AN1366;                    North         East    Units  Estimated Accuracy
 AN1366;SPC TXSC     - 4,020,030.      779,610.      MT  (+/- 180 meters Scaled)
 AN1366
 AN1366                          SUPERSEDED SURVEY CONTROL
 AN1366
 AN1366  NGVD 29 (01/29/03)    2.50   (m)            8.2    (f) RESET       3  
 AN1366
 AN1366.Superseded values are not recommended for survey control.
 AN1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1366.See file dsdata.txt to determine how the superseded data were derived.
 AN1366
 AN1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR795987(NAD 83)
 AN1366_MARKER: DB = BENCH MARK DISK
 AN1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1366_STAMPING: F 603 RESET 1950
 AN1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1366+STABILITY: SURFACE MOTION
 AN1366
 AN1366  HISTORY     - Date     Condition        Report By
 AN1366  HISTORY     - 1950     MONUMENTED       TXHD
 AN1366  HISTORY     - 1987     GOOD             USPSQD
 AN1366
 AN1366                          STATION DESCRIPTION
 AN1366
 AN1366'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AN1366'8.5 MI NE FROM GREGORY.
 AN1366'IN ARANSAS COUNTY, 8.5 MILES NORTHEAST ALONG HIGHWAY 136 FROM THE POST
 AN1366'OFFICE AT GREGORY, SAN PATRICIO COUNTY, 4.5 MILES SOUTHEAST ALONG
 AN1366'HIGHWAY 881.  0.5 MILE NORTHWEST OF THE NORTHWEST END OF THE BRIDGE
 AN1366'OVER PORT BAY, 151 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AN1366'CATTLE-LOADING PEN, 50 FEET NORTHEAST OF THE CENTERLINE OF THE
 AN1366'HIGHWAY, 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT
 AN1366'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 603 RESET 1950 AND
 AN1366'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AN1366'GROUND.
 AN1366
 AN1366                          STATION RECOVERY (1987)
 AN1366
 AN1366'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1300 ***********************************************************************
 AN1300  DESIGNATION -  F 604
 AN1300  PID         -  AN1300
 AN1300  STATE/COUNTY-  TX/REFUGIO
 AN1300  USGS QUAD   -  WOODSBORO (1978)
 AN1300
 AN1300                         *CURRENT SURVEY CONTROL
 AN1300  ___________________________________________________________________
 AN1300* NAD 83(1986)-  28 12 11.     (N)    097 17 27.     (W)     SCALED    
 AN1300* NAVD 88     -         7.16   (+/-2cm)      23.5    (feet)  VERTCON   
 AN1300  ___________________________________________________________________
 AN1300  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1300
 AN1300  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1300
 AN1300.The horizontal coordinates were scaled from a topographic map and have
 AN1300.an estimated accuracy of +/- 6 seconds.
 AN1300
 AN1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1300.The vertical order pertains to the NGVD 29 superseded value.
 AN1300
 AN1300.The geoid height was determined by GEOID03.
 AN1300
 AN1300;                    North         East    Units  Estimated Accuracy
 AN1300;SPC TXSC     - 4,042,200.      767,800.      MT  (+/- 180 meters Scaled)
 AN1300
 AN1300                          SUPERSEDED SURVEY CONTROL
 AN1300
 AN1300  NGVD 29 (??/??/92)    7.317  (m)           24.01   (f) ADJ UNCH    2 0
 AN1300
 AN1300.Superseded values are not recommended for survey control.
 AN1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1300.See file dsdata.txt to determine how the superseded data were derived.
 AN1300
 AN1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS677208(NAD 83)
 AN1300_MARKER: DB = BENCH MARK DISK
 AN1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1300_STAMPING: F 604 1942
 AN1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1300+STABILITY: SURFACE MOTION
 AN1300
 AN1300  HISTORY     - Date     Condition        Report By
 AN1300  HISTORY     - 1942     MONUMENTED       CGS
 AN1300  HISTORY     - 1978     GOOD             NGS
 AN1300  HISTORY     - 1988     GOOD             USPSQD
 AN1300  HISTORY     - 19990724 GOOD             USPSQD
 AN1300
 AN1300                          STATION DESCRIPTION
 AN1300
 AN1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1300'4.6 MI SE FROM WOODSBORO.
 AN1300'4.6 MILES SOUTHEAST ALONG THE BAYSIDE ROAD FROM THE CITY PARK AT
 AN1300'WOODSBORO, REFUGIO COUNTY, 220 FEET EAST OF THE JUNCTION OF A ROAD
 AN1300'LEADING SOUTH, 225 FEET NORTH OF A LARGE FARMHOUSE, 70 FEET WEST OF
 AN1300'THE CENTERLINE OF A PRIVATE DRIVEWAY, 39 FEET SOUTH OF THE CENTERLINE
 AN1300'OF THE ROAD, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT NORTH
 AN1300'OF A FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED F 604
 AN1300'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT
 AN1300'ABOVE GROUND.
 AN1300
 AN1300                          STATION RECOVERY (1978)
 AN1300
 AN1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1300'RECOVERED IN GOOD CONDITION.
 AN1300
 AN1300                          STATION RECOVERY (1988)
 AN1300
 AN1300'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AN1300'RECOVERED IN GOOD CONDITION.
 AN1300
 AN1300                          STATION RECOVERY (1999)
 AN1300
 AN1300'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0049 ***********************************************************************
 AH0049  DESIGNATION -  F 605
 AH0049  PID         -  AH0049
 AH0049  STATE/COUNTY-  TX/ARANSAS
 AH0049  USGS QUAD   -  ESTES (1975)
 AH0049
 AH0049                         *CURRENT SURVEY CONTROL
 AH0049  ___________________________________________________________________
 AH0049* NAD 83(1986)-  27 56 38.     (N)    097 06 52.     (W)     SCALED    
 AH0049* NAVD 88     -         1.06   (+/-2cm)       3.5    (feet)  VERTCON   
 AH0049  ___________________________________________________________________
 AH0049  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AH0049
 AH0049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0049
 AH0049.The horizontal coordinates were scaled from a topographic map and have
 AH0049.an estimated accuracy of +/- 6 seconds.
 AH0049
 AH0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0049.The vertical order pertains to the NGVD 29 superseded value.
 AH0049
 AH0049.The geoid height was determined by GEOID03.
 AH0049
 AH0049;                    North         East    Units  Estimated Accuracy
 AH0049;SPC TXSC     - 4,013,750.      785,580.      MT  (+/- 180 meters Scaled)
 AH0049
 AH0049                          SUPERSEDED SURVEY CONTROL
 AH0049
 AH0049  NGVD 29 (??/??/92)    1.193  (m)            3.91   (f) ADJ UNCH    2 0
 AH0049
 AH0049.Superseded values are not recommended for survey control.
 AH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0049.See file dsdata.txt to determine how the superseded data were derived.
 AH0049
 AH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR855924(NAD 83)
 AH0049_MARKER: DB = BENCH MARK DISK
 AH0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0049_STAMPING: F 605 1942
 AH0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0049+STABILITY: SURFACE MOTION
 AH0049
 AH0049  HISTORY     - Date     Condition        Report By
 AH0049  HISTORY     - 1942     MONUMENTED       CGS
 AH0049  HISTORY     - 1949     GOOD             NGS
 AH0049  HISTORY     - 1971     MARK NOT FOUND   USGS
 AH0049  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0049  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AH0049
 AH0049                          STATION DESCRIPTION
 AH0049
 AH0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0049'3.5 MI NE FROM ARANSAS PASS.
 AH0049'IN ARNASAS COUNTY, 3.5 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE
 AH0049'POST OFFICE AT ARANSAS PASS, SAN PATRICIO COUNTY, 0.3 MILE NORTHEAST
 AH0049'OF THE CROSSING OF A SPUR TRACK OF THE TEXAS AND NEW ORLEANS RAILROAD,
 AH0049'42 FEET NORTHWEST OF THE CENTERLINE OF THE TRACKS, 37 FEET SOUTHEAST
 AH0049'OF THE CENTERLINE OF THE HIGHWAY, 26 FEET NORTH OF A POLE, AND 2 FEET
 AH0049'LOWER THAN THE TRACKS.  A STANDARD DISK, STAMPED F 605 1942 AND SET IN
 AH0049'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0049
 AH0049                          STATION RECOVERY (1971)
 AH0049
 AH0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AH0049'MARK NOT FOUND.
 AH0049
 AH0049                          STATION RECOVERY (1978)
 AH0049
 AH0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0049'SEARCHED FOR BUT NOT RECOVERED THIS DATE.
 AH0049
 AH0049                          STATION RECOVERY (1991)
 AH0049
 AH0049'RECOVERY NOTE BY US POWER SQUADRON 1991 (MVM)
 AH0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0788 ***********************************************************************
 AH0788  DESIGNATION -  F 607
 AH0788  PID         -  AH0788
 AH0788  STATE/COUNTY-  TX/NUECES
 AH0788  USGS QUAD   -  PETRONILA NE (1975)
 AH0788
 AH0788                         *CURRENT SURVEY CONTROL
 AH0788  ___________________________________________________________________
 AH0788* NAD 83(1986)-  27 44 25.     (N)    097 32 01.     (W)     SCALED    
 AH0788* NAVD 88     -        11.56   (+/-2cm)      37.9    (feet)  VERTCON   
 AH0788  ___________________________________________________________________
 AH0788  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH0788
 AH0788  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0788
 AH0788.The horizontal coordinates were scaled from a topographic map and have
 AH0788.an estimated accuracy of +/- 6 seconds.
 AH0788
 AH0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0788.The vertical order pertains to the NGVD 29 superseded value.
 AH0788
 AH0788.The geoid height was determined by GEOID03.
 AH0788
 AH0788;                    North         East    Units  Estimated Accuracy
 AH0788;SPC TX S     - 5,230,110.      395,280.      MT  (+/- 180 meters Scaled)
 AH0788
 AH0788                          SUPERSEDED SURVEY CONTROL
 AH0788
 AH0788  NGVD 29 (??/??/92)   11.752  (m)           38.56   (f) ADJ UNCH    1 2
 AH0788
 AH0788.Superseded values are not recommended for survey control.
 AH0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0788.See file dsdata.txt to determine how the superseded data were derived.
 AH0788
 AH0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR445692(NAD 83)
 AH0788_MARKER: DB = BENCH MARK DISK
 AH0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0788_STAMPING: F 607 1942
 AH0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0788+STABILITY: SURFACE MOTION
 AH0788
 AH0788  HISTORY     - Date     Condition        Report By
 AH0788  HISTORY     - 1942     MONUMENTED       CGS
 AH0788  HISTORY     - 1951     GOOD             NGS
 AH0788  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0788  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0788  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0788
 AH0788                          STATION DESCRIPTION
 AH0788
 AH0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0788'3.0 MI S FROM CLARKWOOD.
 AH0788'3.0 MILES SOUTH ALONG A PAVED ROAD FROM THE  GRADE SCHOOL AT
 AH0788'CLARKWOOD, NUECES COUNTY, 33 FEET SOUTH OF A DIVISION FENCE CORNER ON
 AH0788'THE WEST SIDE OF THE ROAD, 32 FEET WEST OF AND ABOUT LEVEL WITH THE
 AH0788'CENTER LINE OF THE ROAD, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 AH0788'AND 1 FOOT EAST OF A RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F
 AH0788'607 1942 AND SET IN THE TOP OF A CONCRETE POST 2 INCHES UNDERGROUND.
 AH0788
 AH0788                          STATION RECOVERY (1969)
 AH0788
 AH0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0788'MARK NOT FOUND.
 AH0788
 AH0788                          STATION RECOVERY (2001)
 AH0788
 AH0788'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0788'MARK NOT FOUND.
 AH0788
 AH0788                          STATION RECOVERY (2002)
 AH0788
 AH0788'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0391 ***********************************************************************
 AH0391  DESIGNATION -  F 610
 AH0391  PID         -  AH0391
 AH0391  STATE/COUNTY-  TX/NUECES
 AH0391  USGS QUAD   -  OSO CREEK NE (1975)
 AH0391
 AH0391                         *CURRENT SURVEY CONTROL
 AH0391  ___________________________________________________________________
 AH0391* NAD 83(1986)-  27 41 50.     (N)    097 20 53.     (W)     SCALED    
 AH0391* NAVD 88     -         5.515  (meters)      18.09   (feet)  ADJUSTED  
 AH0391  ___________________________________________________________________
 AH0391  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AH0391  DYNAMIC HT  -           5.507 (meters)      18.07  (feet)  COMP
 AH0391  MODELED GRAV-     979,126.6   (mgal)                       NAVD 88
 AH0391
 AH0391  VERT ORDER  -  SECOND    CLASS 0
 AH0391
 AH0391.The horizontal coordinates were scaled from a topographic map and have
 AH0391.an estimated accuracy of +/- 6 seconds.
 AH0391
 AH0391.The orthometric height was determined by differential leveling
 AH0391.and adjusted by the National Geodetic Survey in June 1991..
 AH0391
 AH0391.The geoid height was determined by GEOID03.
 AH0391
 AH0391.The dynamic height is computed by dividing the NAVD 88
 AH0391.geopotential number by the normal gravity value computed on the
 AH0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0391.degrees latitude (g = 980.6199 gals.).
 AH0391
 AH0391.The modeled gravity was interpolated from observed gravity values.
 AH0391
 AH0391;                    North         East    Units  Estimated Accuracy
 AH0391;SPC TX S     - 5,225,490.      413,620.      MT  (+/- 180 meters Scaled)
 AH0391
 AH0391                          SUPERSEDED SURVEY CONTROL
 AH0391
 AH0391  NGVD 29 (??/??/92)    5.684  (m)           18.65   (f) ADJ UNCH    2 0
 AH0391
 AH0391.Superseded values are not recommended for survey control.
 AH0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0391.See file dsdata.txt to determine how the superseded data were derived.
 AH0391
 AH0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR628647(NAD 83)
 AH0391_MARKER: DB = BENCH MARK DISK
 AH0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0391_SP_SET: CULVERT
 AH0391_STAMPING: F 610 1942
 AH0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0391
 AH0391  HISTORY     - Date     Condition        Report By
 AH0391  HISTORY     - 1942     MONUMENTED       CGS
 AH0391  HISTORY     - 1949     GOOD             NGS
 AH0391  HISTORY     - 1977     GOOD             NGS
 AH0391  HISTORY     - 19910706 MARK NOT FOUND   USPSQD
 AH0391  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0391  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0391
 AH0391                          STATION DESCRIPTION
 AH0391
 AH0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0391'1.2 MI S FROM CORPUS CHRISTI.
 AH0391'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0391'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0391'SOUTH ALONG STATE HIGHWAY 286, AND THENCE 5.5 MILES EAST ALONG
 AH0391'LEXINGTON BOULEVARD (STATE HIGHWAY 358).  AT A ROAD INTERSECTION, 50
 AH0391'FEET WEST OF THE CENTER LINE OF THE ROAD, 25 FEET NORTH OF AND ABOUT
 AH0391'LEVEL WITH THE CENTER LINE OF THE BOULEVARD, AT A LARGE CONCRETE
 AH0391'CULVERT, AND IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL.  A
 AH0391'STANDARD DISK, STAMPED F 610 1942.
 AH0391
 AH0391                          STATION RECOVERY (1977)
 AH0391
 AH0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0391'RECOVERED IN GOOD CONDITION.
 AH0391
 AH0391                          STATION RECOVERY (1991)
 AH0391
 AH0391'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0391'MARK NOT FOUND.
 AH0391
 AH0391                          STATION RECOVERY (1997)
 AH0391
 AH0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0391'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0391'DESTROYED.
 AH0391
 AH0391                          STATION RECOVERY (1997)
 AH0391
 AH0391'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1009 ***********************************************************************
 AH1009  DESIGNATION -  F 611
 AH1009  PID         -  AH1009
 AH1009  STATE/COUNTY-  TX/NUECES
 AH1009  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1009
 AH1009                         *CURRENT SURVEY CONTROL
 AH1009  ___________________________________________________________________
 AH1009* NAD 83(1986)-  27 39 41.     (N)    097 51 58.     (W)     SCALED    
 AH1009* NAVD 88     -        28.337  (meters)      92.97   (feet)  ADJUSTED  
 AH1009  ___________________________________________________________________
 AH1009  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH1009  DYNAMIC HT  -          28.293 (meters)      92.82  (feet)  COMP
 AH1009  MODELED GRAV-     979,101.5   (mgal)                       NAVD 88
 AH1009
 AH1009  VERT ORDER  -  SECOND    CLASS 0
 AH1009
 AH1009.The horizontal coordinates were scaled from a topographic map and have
 AH1009.an estimated accuracy of +/- 6 seconds.
 AH1009
 AH1009.The orthometric height was determined by differential leveling
 AH1009.and adjusted by the National Geodetic Survey in June 1991..
 AH1009
 AH1009.The geoid height was determined by GEOID03.
 AH1009
 AH1009.The dynamic height is computed by dividing the NAVD 88
 AH1009.geopotential number by the normal gravity value computed on the
 AH1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1009.degrees latitude (g = 980.6199 gals.).
 AH1009
 AH1009.The modeled gravity was interpolated from observed gravity values.
 AH1009
 AH1009;                    North         East    Units  Estimated Accuracy
 AH1009;SPC TX S     - 5,221,160.      362,540.      MT  (+/- 180 meters Scaled)
 AH1009
 AH1009                          SUPERSEDED SURVEY CONTROL
 AH1009
 AH1009  NGVD 29 (??/??/92)   28.444  (m)           93.32   (f) ADJ UNCH    2 0
 AH1009
 AH1009.Superseded values are not recommended for survey control.
 AH1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1009.See file dsdata.txt to determine how the superseded data were derived.
 AH1009
 AH1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR118602(NAD 83)
 AH1009_MARKER: DB = BENCH MARK DISK
 AH1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1009_STAMPING: F 611 1942
 AH1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1009+STABILITY: SURFACE MOTION
 AH1009
 AH1009  HISTORY     - Date     Condition        Report By
 AH1009  HISTORY     - 1942     MONUMENTED       CGS
 AH1009  HISTORY     - 1953     GOOD             USGS
 AH1009
 AH1009                          STATION DESCRIPTION
 AH1009
 AH1009'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AH1009'10.9 MI S FROM BANQUETE.
 AH1009'10.9 MILES SOUTH ALONG BLACK-TOP FARM ROAD 666 FROM THE TEXAS-MEXICAN
 AH1009'RAILWAY STATION AT BANQUETE, THENCE 2.0 MILES WEST ALONG A GRADED DIRT
 AH1009'ROAD.  AT A ROAD INTERSECTION, 29 FEET SOUTHWEST OF THE CENTERLINE OF
 AH1009'THE ROAD, 34.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE,
 AH1009'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED F 611 1942 AND SET
 AH1009'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1019 ***********************************************************************
 AH1019  DESIGNATION -  F 612
 AH1019  PID         -  AH1019
 AH1019  STATE/COUNTY-  TX/JIM WELLS
 AH1019  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1019
 AH1019                         *CURRENT SURVEY CONTROL
 AH1019  ___________________________________________________________________
 AH1019* NAD 83(1986)-  27 37 05.     (N)    097 59 53.     (W)     SCALED    
 AH1019* NAVD 88     -        43.917  (meters)     144.08   (feet)  ADJUSTED  
 AH1019  ___________________________________________________________________
 AH1019  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AH1019  DYNAMIC HT  -          43.848 (meters)     143.86  (feet)  COMP
 AH1019  MODELED GRAV-     979,090.4   (mgal)                       NAVD 88
 AH1019
 AH1019  VERT ORDER  -  SECOND    CLASS 0
 AH1019
 AH1019.The horizontal coordinates were scaled from a topographic map and have
 AH1019.an estimated accuracy of +/- 6 seconds.
 AH1019
 AH1019.The orthometric height was determined by differential leveling
 AH1019.and adjusted by the National Geodetic Survey in June 1991..
 AH1019
 AH1019.The geoid height was determined by GEOID03.
 AH1019
 AH1019.The dynamic height is computed by dividing the NAVD 88
 AH1019.geopotential number by the normal gravity value computed on the
 AH1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1019.degrees latitude (g = 980.6199 gals.).
 AH1019
 AH1019.The modeled gravity was interpolated from observed gravity values.
 AH1019
 AH1019;                    North         East    Units  Estimated Accuracy
 AH1019;SPC TX S     - 5,216,300.      349,540.      MT  (+/- 180 meters Scaled)
 AH1019
 AH1019                          SUPERSEDED SURVEY CONTROL
 AH1019
 AH1019  NGVD 29 (??/??/92)   44.014  (m)          144.40   (f) ADJ UNCH    2 0
 AH1019
 AH1019.Superseded values are not recommended for survey control.
 AH1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1019.See file dsdata.txt to determine how the superseded data were derived.
 AH1019
 AH1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR988552(NAD 83)
 AH1019_MARKER: DB = BENCH MARK DISK
 AH1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1019_STAMPING: F 612 1942
 AH1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1019+STABILITY: SURFACE MOTION
 AH1019
 AH1019  HISTORY     - Date     Condition        Report By
 AH1019  HISTORY     - 1942     MONUMENTED       CGS
 AH1019  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH1019
 AH1019                          STATION DESCRIPTION
 AH1019
 AH1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1019'10.8 MI NW FROM KINGSVILLE.
 AH1019'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AH1019'PROCEED WESTERLY 3.2 MILES ALONG STATE HIGHWAY NO. 141.  THENCE GO
 AH1019'NORTHWESTERLY 7.6 MILES ALONG RANCH ROAD TO SITE OF BENCH MARK. BENCH
 AH1019'MARK IS ABOUT 1.0 MILE NORTHWEST OF THE PALOLOBA MILL ON THE OLD
 AH1019'KINGSVILLE-ALICE ROAD.  IT IS ON THE WEST SIDE OF A LARGE PATCH OF
 AH1019'PRICKLY PEAR CACTUS, 21.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION
 AH1019'AS CENTERLINE OF THE ROAD, 2.5 FEET EAST OF 4 X 4 INCH WOODEN MARKER
 AH1019'POST, AND MARK PROJECTS ABOUT 0.6 FOOT.
 AH1019
 AH1019                          STATION RECOVERY (1975)
 AH1019
 AH1019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1146 ***********************************************************************
 AJ1146  DESIGNATION -  F 613
 AJ1146  PID         -  AJ1146
 AJ1146  STATE/COUNTY-  TX/KLEBERG
 AJ1146  USGS QUAD   -  BEN BOLT SE (1963)
 AJ1146
 AJ1146                         *CURRENT SURVEY CONTROL
 AJ1146  ___________________________________________________________________
 AJ1146* NAD 83(1986)-  27 32 25.     (N)    098 00 59.     (W)     SCALED    
 AJ1146* NAVD 88     -        37.398  (meters)     122.70   (feet)  ADJUSTED  
 AJ1146  ___________________________________________________________________
 AJ1146  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ1146  DYNAMIC HT  -          37.339 (meters)     122.50  (feet)  COMP
 AJ1146  MODELED GRAV-     979,088.9   (mgal)                       NAVD 88
 AJ1146
 AJ1146  VERT ORDER  -  SECOND    CLASS 0
 AJ1146
 AJ1146.The horizontal coordinates were scaled from a topographic map and have
 AJ1146.an estimated accuracy of +/- 6 seconds.
 AJ1146
 AJ1146.The orthometric height was determined by differential leveling
 AJ1146.and adjusted by the National Geodetic Survey in June 1991..
 AJ1146
 AJ1146.The geoid height was determined by GEOID03.
 AJ1146
 AJ1146.The dynamic height is computed by dividing the NAVD 88
 AJ1146.geopotential number by the normal gravity value computed on the
 AJ1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1146.degrees latitude (g = 980.6199 gals.).
 AJ1146
 AJ1146.The modeled gravity was interpolated from observed gravity values.
 AJ1146
 AJ1146;                    North         East    Units  Estimated Accuracy
 AJ1146;SPC TX S     - 5,207,680.      347,770.      MT  (+/- 180 meters Scaled)
 AJ1146
 AJ1146                          SUPERSEDED SURVEY CONTROL
 AJ1146
 AJ1146  NGVD 29 (??/??/92)   37.389  (m)          122.67   (f) ADJ UNCH    2 0
 AJ1146
 AJ1146.Superseded values are not recommended for survey control.
 AJ1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1146.See file dsdata.txt to determine how the superseded data were derived.
 AJ1146
 AJ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR971466(NAD 83)
 AJ1146_MARKER: DB = BENCH MARK DISK
 AJ1146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ1146_SP_SET: CULVERT
 AJ1146_STAMPING: F 613 1942
 AJ1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1146
 AJ1146  HISTORY     - Date     Condition        Report By
 AJ1146  HISTORY     - 1942     MONUMENTED       CGS
 AJ1146
 AJ1146                          STATION DESCRIPTION
 AJ1146
 AJ1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ1146'8.1 MI W FROM KINGSVILLE.
 AJ1146'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AJ1146'PROCEED WESTERLY 8.1 MILES ALONG STATE HIGHWAY NO. 141 TO SITE OF
 AJ1146'BENCH MARK.  BENCH MARK IS IN EAST END OF NORTH HEADWALL OF 20 X 4
 AJ1146'FOOT CONCRETE CULVERT.  IT IS ABOUT 1.1 MILE WEST OF WHERE RANCH ROAD
 AJ1146'CROSSES HIGHWAY, 80.0 FEET NORTH AND ACROSS HIGHWAY FROM WHERE DRAIN
 AJ1146'DITCH RUNS SOUTH FROM HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1169 ***********************************************************************
 AJ1169  DESIGNATION -  F 613 RESET 1957
 AJ1169  PID         -  AJ1169
 AJ1169  STATE/COUNTY-  TX/KLEBERG
 AJ1169  USGS QUAD   -  BEN BOLT SE (1963)
 AJ1169
 AJ1169                         *CURRENT SURVEY CONTROL
 AJ1169  ___________________________________________________________________
 AJ1169* NAD 83(1986)-  27 32 25.     (N)    098 00 59.     (W)     SCALED    
 AJ1169* NAVD 88     -        37.27   (meters)     122.3    (feet)  RESET     
 AJ1169  ___________________________________________________________________
 AJ1169  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ1169
 AJ1169  VERT ORDER  -  THIRD
 AJ1169
 AJ1169.The horizontal coordinates were scaled from a topographic map and have
 AJ1169.an estimated accuracy of +/- 6 seconds.
 AJ1169
 AJ1169.The orthometric height was computed from unverified reset data.
 AJ1169
 AJ1169.The geoid height was determined by GEOID03.
 AJ1169
 AJ1169;                    North         East    Units  Estimated Accuracy
 AJ1169;SPC TX S     - 5,207,680.      347,770.      MT  (+/- 180 meters Scaled)
 AJ1169
 AJ1169                          SUPERSEDED SURVEY CONTROL
 AJ1169
 AJ1169.No superseded survey control is available for this station.
 AJ1169
 AJ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR971466(NAD 83)
 AJ1169_MARKER: DB = BENCH MARK DISK
 AJ1169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ1169_SP_SET: CULVERT
 AJ1169_STAMPING: F 613 RESET 1957
 AJ1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1169
 AJ1169  HISTORY     - Date     Condition        Report By
 AJ1169  HISTORY     - 1957     MONUMENTED       CGS
 AJ1169
 AJ1169                          STATION DESCRIPTION
 AJ1169
 AJ1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ1169'8.1 MI W FROM KINGSVILLE.
 AJ1169'8.1 MILES WEST ALONG STATE HIGHWAY 141 FROM THE MISSOURI PACIFIC
 AJ1169'RAILROAD STATION AT KINGSVILLE, 1.1 MILES WEST OF A RANCH ROAD
 AJ1169'CROSSING, AND IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 AJ1169'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0651 ***********************************************************************
 AH0651  DESIGNATION -  F 614
 AH0651  PID         -  AH0651
 AH0651  STATE/COUNTY-  TX/KLEBERG
 AH0651  USGS QUAD   -  PAISANO LAKE (1979)
 AH0651
 AH0651                         *CURRENT SURVEY CONTROL
 AH0651  ___________________________________________________________________
 AH0651* NAD 83(1986)-  27 15 44.     (N)    097 57 45.     (W)     SCALED    
 AH0651* NAVD 88     -        22.105  (meters)      72.52   (feet)  ADJUSTED  
 AH0651  ___________________________________________________________________
 AH0651  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AH0651  DYNAMIC HT  -          22.070 (meters)      72.41  (feet)  COMP
 AH0651  MODELED GRAV-     979,081.4   (mgal)                       NAVD 88
 AH0651
 AH0651  VERT ORDER  -  SECOND    CLASS 0
 AH0651
 AH0651.The horizontal coordinates were scaled from a topographic map and have
 AH0651.an estimated accuracy of +/- 6 seconds.
 AH0651
 AH0651.The orthometric height was determined by differential leveling
 AH0651.and adjusted by the National Geodetic Survey in June 1991..
 AH0651
 AH0651.The geoid height was determined by GEOID03.
 AH0651
 AH0651.The dynamic height is computed by dividing the NAVD 88
 AH0651.geopotential number by the normal gravity value computed on the
 AH0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0651.degrees latitude (g = 980.6199 gals.).
 AH0651
 AH0651.The modeled gravity was interpolated from observed gravity values.
 AH0651
 AH0651;                    North         East    Units  Estimated Accuracy
 AH0651;SPC TX S     - 5,176,890.      353,220.      MT  (+/- 180 meters Scaled)
 AH0651
 AH0651                          SUPERSEDED SURVEY CONTROL
 AH0651
 AH0651  NGVD 29 (??/??/92)   22.232  (m)           72.94   (f) ADJ UNCH    2 0
 AH0651
 AH0651.Superseded values are not recommended for survey control.
 AH0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0651.See file dsdata.txt to determine how the superseded data were derived.
 AH0651
 AH0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR026159(NAD 83)
 AH0651_MARKER: DB = BENCH MARK DISK
 AH0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0651_STAMPING: F 614 1942
 AH0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0651+STABILITY: SURFACE MOTION
 AH0651
 AH0651  HISTORY     - Date     Condition        Report By
 AH0651  HISTORY     - 1942     MONUMENTED       CGS
 AH0651
 AH0651                          STATION DESCRIPTION
 AH0651
 AH0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0651'10.1 MI NW FROM RIVIERA.
 AH0651'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT RIVIERA-- PROCEED
 AH0651'WESTERLY 9.7 MILES ALONG STATE HIGHWAY NO. 285.  THENCE GO NORTH ALONG
 AH0651'FENCE LINE 0.4 MILE TO SITE OF BENCH MARK.  BENCH MARK IS ON FENCE
 AH0651'LINE ABOUT 0.4 MILE NORTH OF STATE HIGHWAY NO. 285.  IT IS ABOUT 0.4
 AH0651'MILE NORTH OF INTERSECTING FENCE LINES, 0.6 FOOT EAST OF NORTH AND
 AH0651'SOUTH FENCE, 3.0 FEET NORTH OF 4 X 4 INCH WOODEN MARKER POST. THE
 AH0651'MONUMENT PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0689 ***********************************************************************
 AH0689  DESIGNATION -  F 615
 AH0689  PID         -  AH0689
 AH0689  STATE/COUNTY-  TX/KENEDY
 AH0689  USGS QUAD   -  SARITA (1979)
 AH0689
 AH0689                         *CURRENT SURVEY CONTROL
 AH0689  ___________________________________________________________________
 AH0689* NAD 83(1986)-  27 12 55.     (N)    097 49 10.     (W)     SCALED    
 AH0689* NAVD 88     -        11.806  (meters)      38.73   (feet)  ADJUSTED  
 AH0689  ___________________________________________________________________
 AH0689  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AH0689  DYNAMIC HT  -          11.788 (meters)      38.67  (feet)  COMP
 AH0689  MODELED GRAV-     979,089.3   (mgal)                       NAVD 88
 AH0689
 AH0689  VERT ORDER  -  SECOND    CLASS 0
 AH0689
 AH0689.The horizontal coordinates were scaled from a topographic map and have
 AH0689.an estimated accuracy of +/- 6 seconds.
 AH0689
 AH0689.The orthometric height was determined by differential leveling
 AH0689.and adjusted by the National Geodetic Survey in June 1991..
 AH0689
 AH0689.The geoid height was determined by GEOID03.
 AH0689
 AH0689.The dynamic height is computed by dividing the NAVD 88
 AH0689.geopotential number by the normal gravity value computed on the
 AH0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0689.degrees latitude (g = 980.6199 gals.).
 AH0689
 AH0689.The modeled gravity was interpolated from observed gravity values.
 AH0689
 AH0689;                    North         East    Units  Estimated Accuracy
 AH0689;SPC TX S     - 5,171,760.      367,410.      MT  (+/- 180 meters Scaled)
 AH0689
 AH0689                          SUPERSEDED SURVEY CONTROL
 AH0689
 AH0689  NGVD 29 (??/??/92)   11.892  (m)           39.02   (f) ADJ UNCH    2 0
 AH0689
 AH0689.Superseded values are not recommended for survey control.
 AH0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0689.See file dsdata.txt to determine how the superseded data were derived.
 AH0689
 AH0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR169108(NAD 83)
 AH0689_MARKER: DB = BENCH MARK DISK
 AH0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0689_STAMPING: F 615 1942
 AH0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0689+STABILITY: SURFACE MOTION
 AH0689
 AH0689  HISTORY     - Date     Condition        Report By
 AH0689  HISTORY     - 1942     MONUMENTED       CGS
 AH0689  HISTORY     - 1975     GOOD             USGS
 AH0689
 AH0689                          STATION DESCRIPTION
 AH0689
 AH0689'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0689'0.4 MI W FROM SARITA.
 AH0689'0.4 MILE WEST FROM INTERSECTION OF U.S. HIGHWAY 77 AND EAST-WEST ROAD
 AH0689'CROSSING AT SARITA, THENCE 0.45 MILE SOUTH ALONG CALICHE ROAD, THEN
 AH0689'THROUGH GATE AND 0.4 MILE WEST TO A NORTH-SOUTH AND EAST-WEST FENCE
 AH0689'CROSSING, THROUGH GATE AND 1.0 MILE WEST ALONG FENCE TO A T-FENCE
 AH0689'CORNER, 165 FEET NORTH OF FENCE CORNER, 1 FOOT EAST OF A NORTH-SOUTH
 AH0689'FENCE.  A DISK SET IN THE TOP OF A CONCRETE POST 0.5 FOOT ABOVE
 AH0689'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0685 ***********************************************************************
 AH0685  DESIGNATION -  F 616
 AH0685  PID         -  AH0685
 AH0685  STATE/COUNTY-  TX/BROOKS
 AH0685  USGS QUAD   -  SARITA SW (1979)
 AH0685
 AH0685                         *CURRENT SURVEY CONTROL
 AH0685  ___________________________________________________________________
 AH0685* NAD 83(1986)-  27 06 04.     (N)    097 59 32.     (W)     SCALED    
 AH0685* NAVD 88     -        22.191  (meters)      72.81   (feet)  ADJUSTED  
 AH0685  ___________________________________________________________________
 AH0685  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AH0685  DYNAMIC HT  -          22.156 (meters)      72.69  (feet)  COMP
 AH0685  MODELED GRAV-     979,072.0   (mgal)                       NAVD 88
 AH0685
 AH0685  VERT ORDER  -  SECOND    CLASS 0
 AH0685
 AH0685.The horizontal coordinates were scaled from a topographic map and have
 AH0685.an estimated accuracy of +/- 6 seconds.
 AH0685
 AH0685.The orthometric height was determined by differential leveling
 AH0685.and adjusted by the National Geodetic Survey in June 1991..
 AH0685
 AH0685.The geoid height was determined by GEOID03.
 AH0685
 AH0685.The dynamic height is computed by dividing the NAVD 88
 AH0685.geopotential number by the normal gravity value computed on the
 AH0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0685.degrees latitude (g = 980.6199 gals.).
 AH0685
 AH0685.The modeled gravity was interpolated from observed gravity values.
 AH0685
 AH0685;                    North         East    Units  Estimated Accuracy
 AH0685;SPC TX S     - 5,159,030.      350,350.      MT  (+/- 180 meters Scaled)
 AH0685
 AH0685                          SUPERSEDED SURVEY CONTROL
 AH0685
 AH0685  NGVD 29 (??/??/92)   22.294  (m)           73.14   (f) ADJ UNCH    2 0
 AH0685
 AH0685.Superseded values are not recommended for survey control.
 AH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0685.See file dsdata.txt to determine how the superseded data were derived.
 AH0685
 AH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ999980(NAD 83)
 AH0685_MARKER: DB = BENCH MARK DISK
 AH0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0685_STAMPING: F 616 1942
 AH0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0685+STABILITY: SURFACE MOTION
 AH0685
 AH0685  HISTORY     - Date     Condition        Report By
 AH0685  HISTORY     - 1942     MONUMENTED       CGS
 AH0685  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0685
 AH0685                          STATION DESCRIPTION
 AH0685
 AH0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0685'11.0 MI E FROM BARROSO.
 AH0685'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT BARROSO--
 AH0685'PROCEED 10.0 MILES EASTERLY ALONG RANCH ROAD TO INTERSECTION OF ROAD
 AH0685'LEADING NORTH.  THENCE, GO 1.2 (STADIA) MILE NORTHERLY ALONG TRACK
 AH0685'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ON EAST-WEST FENCE
 AH0685'LINE, ABOUT 100.0 FEET WEST OF THE QUICK MILL WATER TANK, 27.0 FEET
 AH0685'WEST OF THE CENTERLINE OF WOODEN GATE ACROSS THE ROAD AND 2.0 FEET
 AH0685'EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5
 AH0685'FOOT.
 AH0685
 AH0685                          STATION RECOVERY (1975)
 AH0685
 AH0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1103 ***********************************************************************
 AB1103  DESIGNATION -  F 617
 AB1103  PID         -  AB1103
 AB1103  STATE/COUNTY-  TX/BROOKS
 AB1103  USGS QUAD   -  PITA CAMP (1982)
 AB1103
 AB1103                         *CURRENT SURVEY CONTROL
 AB1103  ___________________________________________________________________
 AB1103* NAD 83(1986)-  26 55 28.     (N)    097 59 40.     (W)     SCALED    
 AB1103* NAVD 88     -        14.524  (meters)      47.65   (feet)  ADJUSTED  
 AB1103  ___________________________________________________________________
 AB1103  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AB1103  DYNAMIC HT  -          14.500 (meters)      47.57  (feet)  COMP
 AB1103  MODELED GRAV-     979,061.6   (mgal)                       NAVD 88
 AB1103
 AB1103  VERT ORDER  -  SECOND    CLASS 0
 AB1103
 AB1103.The horizontal coordinates were scaled from a topographic map and have
 AB1103.an estimated accuracy of +/- 6 seconds.
 AB1103
 AB1103.The orthometric height was determined by differential leveling
 AB1103.and adjusted by the National Geodetic Survey in June 1991..
 AB1103
 AB1103.The geoid height was determined by GEOID03.
 AB1103
 AB1103.The dynamic height is computed by dividing the NAVD 88
 AB1103.geopotential number by the normal gravity value computed on the
 AB1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1103.degrees latitude (g = 980.6199 gals.).
 AB1103
 AB1103.The modeled gravity was interpolated from observed gravity values.
 AB1103
 AB1103;                    North         East    Units  Estimated Accuracy
 AB1103;SPC TX S     - 5,139,450.      350,210.      MT  (+/- 180 meters Scaled)
 AB1103
 AB1103                          SUPERSEDED SURVEY CONTROL
 AB1103
 AB1103  NGVD 29 (??/??/92)   14.620  (m)           47.97   (f) ADJ UNCH    2 0
 AB1103
 AB1103.Superseded values are not recommended for survey control.
 AB1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1103.See file dsdata.txt to determine how the superseded data were derived.
 AB1103
 AB1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ998784(NAD 83)
 AB1103_MARKER: DB = BENCH MARK DISK
 AB1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1103_STAMPING: F 617 1942
 AB1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1103+STABILITY: SURFACE MOTION
 AB1103
 AB1103  HISTORY     - Date     Condition        Report By
 AB1103  HISTORY     - 1942     MONUMENTED       CGS
 AB1103
 AB1103                          STATION DESCRIPTION
 AB1103
 AB1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1103'11.1 MI E FROM ENCINO.
 AB1103'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AB1103'U.S. HIGHWAY NO. 281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AB1103'THENCE, GO 10.7 MILES EASTERLY ALONG RANCH ROAD TO THE SITE OF THE
 AB1103'BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE WEST OF BROOKS-KENEDY COUNTY
 AB1103'LINE, ABOUT 120.0 FEET SOUTH OF EAST-WEST FENCE AND 9.0 FEET NORTH OF
 AB1103'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. IT IS 3.0
 AB1103'FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5
 AB1103'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1138 ***********************************************************************
 AJ1138  DESIGNATION -  F 618
 AJ1138  PID         -  AJ1138
 AJ1138  STATE/COUNTY-  TX/BROOKS
 AJ1138  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ1138
 AJ1138                         *CURRENT SURVEY CONTROL
 AJ1138  ___________________________________________________________________
 AJ1138* NAD 83(1986)-  27 00 33.     (N)    098 01 33.     (W)     SCALED    
 AJ1138* NAVD 88     -        22.309  (meters)      73.19   (feet)  ADJUSTED  
 AJ1138  ___________________________________________________________________
 AJ1138  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AJ1138  DYNAMIC HT  -          22.273 (meters)      73.07  (feet)  COMP
 AJ1138  MODELED GRAV-     979,063.1   (mgal)                       NAVD 88
 AJ1138
 AJ1138  VERT ORDER  -  SECOND    CLASS 0
 AJ1138
 AJ1138.The horizontal coordinates were scaled from a topographic map and have
 AJ1138.an estimated accuracy of +/- 6 seconds.
 AJ1138
 AJ1138.The orthometric height was determined by differential leveling
 AJ1138.and adjusted by the National Geodetic Survey in June 1991..
 AJ1138
 AJ1138.The geoid height was determined by GEOID03.
 AJ1138
 AJ1138.The dynamic height is computed by dividing the NAVD 88
 AJ1138.geopotential number by the normal gravity value computed on the
 AJ1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1138.degrees latitude (g = 980.6199 gals.).
 AJ1138
 AJ1138.The modeled gravity was interpolated from observed gravity values.
 AJ1138
 AJ1138;                    North         East    Units  Estimated Accuracy
 AJ1138;SPC TX S     - 5,148,830.      347,050.      MT  (+/- 180 meters Scaled)
 AJ1138
 AJ1138                          SUPERSEDED SURVEY CONTROL
 AJ1138
 AJ1138  NGVD 29 (??/??/92)   22.407  (m)           73.51   (f) ADJ UNCH    2 0
 AJ1138
 AJ1138.Superseded values are not recommended for survey control.
 AJ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1138.See file dsdata.txt to determine how the superseded data were derived.
 AJ1138
 AJ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ966878(NAD 83)
 AJ1138_MARKER: DB = BENCH MARK DISK
 AJ1138_SETTING: 0 = UNSPECIFIED SETTING
 AJ1138_STAMPING: F 618 1942
 AJ1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1138
 AJ1138  HISTORY     - Date     Condition        Report By
 AJ1138  HISTORY     - 1942     MONUMENTED       CGS
 AJ1138  HISTORY     - 1962     GOOD             USGS
 AJ1138
 AJ1138                          STATION DESCRIPTION
 AJ1138
 AJ1138'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ1138'0.4 MI N FROM ENCINO.
 AJ1138'TO REACH FROM THE POST OFFICE AT ENCINO, PROCEED 0.4 MILE NORTH ALONG
 AJ1138'U.S. HIGHWAY 281 TO INTERSECTION OF RANCH ROAD LEADING EAST.  OR FROM
 AJ1138'THE COURT HOUSE IN FALFURRIAS, BROOKS COUNTY, PROCEED SOUTH ON U.S.
 AJ1138'HIGHWAY 281 FOR 9.6 MILES TO GATEKEEPERS HOUSES ON BOTH SIDES OF THE
 AJ1138'HIGHWAY, EAST-SOUTHEAST ON A PAVED ROAD 8.3 MILES TO A T-ROAD ON THE
 AJ1138'WEST SIDE OF A CATTLE TRAP AROUND WELL NO. 1 ON THE KING RANCH, SOUTH
 AJ1138'0.8 MILE ON A TRACK ROAD TO A MESQUITE CLUMP AND THE BENCH MARK WHICH
 AJ1138'IS EAST OF THE ROAD AND UNDER THE MESQUITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1127 ***********************************************************************
 AB1127  DESIGNATION -  F 619
 AB1127  PID         -  AB1127
 AB1127  STATE/COUNTY-  TX/KENEDY
 AB1127  USGS QUAD   -  NORIAS (1982)
 AB1127
 AB1127                         *CURRENT SURVEY CONTROL
 AB1127  ___________________________________________________________________
 AB1127* NAD 83(1986)-  26 45 43.     (N)    097 51 31.     (W)     SCALED    
 AB1127* NAVD 88     -         9.662  (meters)      31.70   (feet)  ADJUSTED  
 AB1127  ___________________________________________________________________
 AB1127  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AB1127  DYNAMIC HT  -           9.647 (meters)      31.65  (feet)  COMP
 AB1127  MODELED GRAV-     979,061.2   (mgal)                       NAVD 88
 AB1127
 AB1127  VERT ORDER  -  SECOND    CLASS 0
 AB1127
 AB1127.The horizontal coordinates were scaled from a topographic map and have
 AB1127.an estimated accuracy of +/- 6 seconds.
 AB1127
 AB1127.The orthometric height was determined by differential leveling
 AB1127.and adjusted by the National Geodetic Survey in June 1991..
 AB1127
 AB1127.The geoid height was determined by GEOID03.
 AB1127
 AB1127.The dynamic height is computed by dividing the NAVD 88
 AB1127.geopotential number by the normal gravity value computed on the
 AB1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1127.degrees latitude (g = 980.6199 gals.).
 AB1127
 AB1127.The modeled gravity was interpolated from observed gravity values.
 AB1127
 AB1127;                    North         East    Units  Estimated Accuracy
 AB1127;SPC TX S     - 5,121,510.      363,790.      MT  (+/- 180 meters Scaled)
 AB1127
 AB1127                          SUPERSEDED SURVEY CONTROL
 AB1127
 AB1127  NGVD 29 (??/??/92)    9.752  (m)           31.99   (f) ADJ UNCH    2 0
 AB1127
 AB1127.Superseded values are not recommended for survey control.
 AB1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1127.See file dsdata.txt to determine how the superseded data were derived.
 AB1127
 AB1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ134605(NAD 83)
 AB1127_MARKER: DB = BENCH MARK DISK
 AB1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1127_STAMPING: F 619 1942
 AB1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1127+STABILITY: SURFACE MOTION
 AB1127
 AB1127  HISTORY     - Date     Condition        Report By
 AB1127  HISTORY     - 1942     MONUMENTED       CGS
 AB1127
 AB1127                          STATION DESCRIPTION
 AB1127
 AB1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1127'6.0 MI W FROM NORRIAS.
 AB1127'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1127'PROCEED 5.9 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1127'MARK.  BENCH MARK IS ABOUT 0.6 MILE WEST OF GATE IN FENCE LINE OF KING
 AB1127'AND SANTA FE RANCHES, IN PASTURE OF THE SANTA FE RANCH AND ABOUT 104.0
 AB1127'FEET NORTHEAST OF A ROAD LEADING SOUTH.  IT IS 20.0 FEET NORTH OF A
 AB1127'MESQUITE TREE, 15.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AB1127'CENTERLINE OF THE ROAD AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AB1127'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1118 ***********************************************************************
 AB1118  DESIGNATION -  F 620
 AB1118  PID         -  AB1118
 AB1118  STATE/COUNTY-  TX/HIDALGO
 AB1118  USGS QUAD   -  JULIAN (1982)
 AB1118
 AB1118                         *CURRENT SURVEY CONTROL
 AB1118  ___________________________________________________________________
 AB1118* NAD 83(1986)-  26 45 34.     (N)    097 59 22.     (W)     SCALED    
 AB1118* NAVD 88     -        15.078  (meters)      49.47   (feet)  ADJUSTED  
 AB1118  ___________________________________________________________________
 AB1118  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AB1118  DYNAMIC HT  -          15.053 (meters)      49.39  (feet)  COMP
 AB1118  MODELED GRAV-     979,053.3   (mgal)                       NAVD 88
 AB1118
 AB1118  VERT ORDER  -  SECOND    CLASS 0
 AB1118
 AB1118.The horizontal coordinates were scaled from a topographic map and have
 AB1118.an estimated accuracy of +/- 6 seconds.
 AB1118
 AB1118.The orthometric height was determined by differential leveling
 AB1118.and adjusted by the National Geodetic Survey in June 1991..
 AB1118
 AB1118.The geoid height was determined by GEOID03.
 AB1118
 AB1118.The dynamic height is computed by dividing the NAVD 88
 AB1118.geopotential number by the normal gravity value computed on the
 AB1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1118.degrees latitude (g = 980.6199 gals.).
 AB1118
 AB1118.The modeled gravity was interpolated from observed gravity values.
 AB1118
 AB1118;                    North         East    Units  Estimated Accuracy
 AB1118;SPC TX S     - 5,121,170.      350,780.      MT  (+/- 180 meters Scaled)
 AB1118
 AB1118                          SUPERSEDED SURVEY CONTROL
 AB1118
 AB1118  NGVD 29 (??/??/92)   15.175  (m)           49.79   (f) ADJ UNCH    2 0
 AB1118
 AB1118.Superseded values are not recommended for survey control.
 AB1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1118.See file dsdata.txt to determine how the superseded data were derived.
 AB1118
 AB1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ004601(NAD 83)
 AB1118_MARKER: DB = BENCH MARK DISK
 AB1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1118_STAMPING: F 620 1942
 AB1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1118+STABILITY: SURFACE MOTION
 AB1118
 AB1118  HISTORY     - Date     Condition        Report By
 AB1118  HISTORY     - 1942     MONUMENTED       CGS
 AB1118  HISTORY     - 1954     GOOD             USGS
 AB1118
 AB1118                          STATION DESCRIPTION
 AB1118
 AB1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1118'23.8 MI SE FROM ENCINO.
 AB1118'TO REACH FROM THE POST OFFICE AT ENCINO.  PROCEED 0.4 MILE NORTH ALONG
 AB1118'U.S. HIGHWAY NO. 281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AB1118'THENCE, GO 9.7 MILES EASTERLY ALONG RANCH ROAD TO THE INTERSECTION OF
 AB1118'RANCH ROAD LEADING SOUTH.  THENCE, GO 13.7 MILES SOUTHERLY ALONG RANCH
 AB1118'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 2.0 MILES
 AB1118'NORTH OF THE SANTA FE SCHOOL, IN PASTURE, 10.0 FEET EAST OF AND ABOUT
 AB1118'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, IT IS 5.0 FEET WEST
 AB1118'OF A SMALL MESQUITE TREE AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN
 AB1118'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AB1118
 AB1118                          STATION RECOVERY (1954)
 AB1118
 AB1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0355 ***********************************************************************
 AJ0355  DESIGNATION -  F 621
 AJ0355  PID         -  AJ0355
 AJ0355  STATE/COUNTY-  TX/DUVAL
 AJ0355  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0355
 AJ0355                         *CURRENT SURVEY CONTROL
 AJ0355  ___________________________________________________________________
 AJ0355* NAD 83(1986)-  27 19 24.     (N)    098 16 22.     (W)     SCALED    
 AJ0355* NAVD 88     -        68.041  (meters)     223.23   (feet)  ADJUSTED  
 AJ0355  ___________________________________________________________________
 AJ0355  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AJ0355  DYNAMIC HT  -          67.934 (meters)     222.88  (feet)  COMP
 AJ0355  MODELED GRAV-     979,067.5   (mgal)                       NAVD 88
 AJ0355
 AJ0355  VERT ORDER  -  SECOND    CLASS 0
 AJ0355
 AJ0355.The horizontal coordinates were scaled from a topographic map and have
 AJ0355.an estimated accuracy of +/- 6 seconds.
 AJ0355
 AJ0355.The orthometric height was determined by differential leveling
 AJ0355.and adjusted by the National Geodetic Survey in June 1991..
 AJ0355
 AJ0355.The geoid height was determined by GEOID03.
 AJ0355
 AJ0355.The dynamic height is computed by dividing the NAVD 88
 AJ0355.geopotential number by the normal gravity value computed on the
 AJ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0355.degrees latitude (g = 980.6199 gals.).
 AJ0355
 AJ0355.The modeled gravity was interpolated from observed gravity values.
 AJ0355
 AJ0355;                    North         East    Units  Estimated Accuracy
 AJ0355;SPC TX S     - 5,183,570.      322,490.      MT  (+/- 180 meters Scaled)
 AJ0355
 AJ0355                          SUPERSEDED SURVEY CONTROL
 AJ0355
 AJ0355  NGVD 29 (??/??/92)   68.13   (m)          223.5    (f) COMPUTED    2 0
 AJ0355
 AJ0355.Superseded values are not recommended for survey control.
 AJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0355.See file dsdata.txt to determine how the superseded data were derived.
 AJ0355
 AJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR719224(NAD 83)
 AJ0355_MARKER: DB = BENCH MARK DISK
 AJ0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0355_STAMPING: F 621 1942
 AJ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0355+STABILITY: SURFACE MOTION
 AJ0355
 AJ0355  HISTORY     - Date     Condition        Report By
 AJ0355  HISTORY     - 1942     MONUMENTED       CGS
 AJ0355
 AJ0355                          STATION DESCRIPTION
 AJ0355
 AJ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0355'16.5 MI SW FROM PREMONT.
 AJ0355'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0355'PROCEED 0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TO
 AJ0355'INTERSECTION OF TRACK ROAD LEADING WEST.  THENCE, GO 11.0 MILES
 AJ0355'WESTERLY ALONG TRACK ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO
 AJ0355'5.0 MILES SOUTHERLY ALONG ROAD TOWARDS COPITA TO THE SITE OF BENCH
 AJ0355'MARK.  BENCH MARK IS AT INTERSECTION OF A CROSSROAD, 42.0 FEET SOUTH
 AJ0355'OF THE CENTERLINE OF EAST-WEST ROAD AND 27.0 FEET EAST OF THE
 AJ0355'CENTERLINE OF THE NORTH-SOUTH ROAD.  IT IS 16.0 FEET SOUTH OF A FENCE
 AJ0355'CORNER, 1.0 FOOT EAST OF THE FENCE AND 3.0 FEET NORTH OF A 4X4-INCH
 AJ0355'WOODEN MARKERPOST.  THE MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0390 ***********************************************************************
 AJ0390  DESIGNATION -  F 623
 AJ0390  PID         -  AJ0390
 AJ0390  STATE/COUNTY-  TX/DUVAL
 AJ0390  USGS QUAD   -  CONCEPCION NW (1968)
 AJ0390
 AJ0390                         *CURRENT SURVEY CONTROL
 AJ0390  ___________________________________________________________________
 AJ0390* NAD 83(1986)-  27 24 31.     (N)    098 25 14.     (W)     SCALED    
 AJ0390* NAVD 88     -       107.351  (meters)     352.20   (feet)  ADJUSTED  
 AJ0390  ___________________________________________________________________
 AJ0390  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AJ0390  DYNAMIC HT  -         107.181 (meters)     351.64  (feet)  COMP
 AJ0390  MODELED GRAV-     979,067.5   (mgal)                       NAVD 88
 AJ0390
 AJ0390  VERT ORDER  -  SECOND    CLASS 0
 AJ0390
 AJ0390.The horizontal coordinates were scaled from a topographic map and have
 AJ0390.an estimated accuracy of +/- 6 seconds.
 AJ0390
 AJ0390.The orthometric height was determined by differential leveling
 AJ0390.and adjusted by the National Geodetic Survey in June 1991..
 AJ0390
 AJ0390.The geoid height was determined by GEOID03.
 AJ0390
 AJ0390.The dynamic height is computed by dividing the NAVD 88
 AJ0390.geopotential number by the normal gravity value computed on the
 AJ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0390.degrees latitude (g = 980.6199 gals.).
 AJ0390
 AJ0390.The modeled gravity was interpolated from observed gravity values.
 AJ0390
 AJ0390;                    North         East    Units  Estimated Accuracy
 AJ0390;SPC TX S     - 5,193,000.      307,860.      MT  (+/- 180 meters Scaled)
 AJ0390
 AJ0390                          SUPERSEDED SURVEY CONTROL
 AJ0390
 AJ0390  NGVD 29 (??/??/92)  107.42   (m)          352.4    (f) COMPUTED    2 0
 AJ0390
 AJ0390.Superseded values are not recommended for survey control.
 AJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0390.See file dsdata.txt to determine how the superseded data were derived.
 AJ0390
 AJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR572318(NAD 83)
 AJ0390_MARKER: DB = BENCH MARK DISK
 AJ0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0390_STAMPING: F 623 1942
 AJ0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0390+STABILITY: SURFACE MOTION
 AJ0390
 AJ0390  HISTORY     - Date     Condition        Report By
 AJ0390  HISTORY     - 1942     MONUMENTED       CGS
 AJ0390  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0390
 AJ0390                          STATION DESCRIPTION
 AJ0390
 AJ0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0390'9.9 MI SE FROM REALITOS.
 AJ0390'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT REALITOS--
 AJ0390'PROCEED 1.2 MILES SOUTH-EASTERLY ALONG ROAD TO INTERSECTION OF ROAD
 AJ0390'LEADING EAST.  THENCE.  GO 2.3 MILES EASTERLY ALONG ROAD TO SHARP
 AJ0390'CURVE.  THENCE, GO 1.2 MILES SOUTH TO INTERSECTION OF CROSSROAD.
 AJ0390'THENCE, GO 5.2 MILES EASTERLY ALONG TRACK ROAD TO THE SITE OF THE
 AJ0390'BENCH MARK.  BENCH MARK IS ABOUT 400.0 FEET SOUTHEAST OF A FARM HOUSE,
 AJ0390'36.0 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 2.0 FEET EAST OF
 AJ0390'A FENCE CORNER.  IT IS 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST
 AJ0390'AND 1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0390
 AJ0390                          STATION RECOVERY (1968)
 AJ0390
 AJ0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0364 ***********************************************************************
 AJ0364  DESIGNATION -  F 626
 AJ0364  PID         -  AJ0364
 AJ0364  STATE/COUNTY-  TX/DUVAL
 AJ0364  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0364
 AJ0364                         *CURRENT SURVEY CONTROL
 AJ0364  ___________________________________________________________________
 AJ0364* NAD 83(1986)-  27 16 46.     (N)    098 19 49.     (W)     SCALED    
 AJ0364* NAVD 88     -        86.704  (meters)     284.46   (feet)  ADJUSTED  
 AJ0364  ___________________________________________________________________
 AJ0364  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AJ0364  DYNAMIC HT  -          86.567 (meters)     284.01  (feet)  COMP
 AJ0364  MODELED GRAV-     979,062.9   (mgal)                       NAVD 88
 AJ0364
 AJ0364  VERT ORDER  -  SECOND    CLASS 0
 AJ0364
 AJ0364.The horizontal coordinates were scaled from a topographic map and have
 AJ0364.an estimated accuracy of +/- 6 seconds.
 AJ0364
 AJ0364.The orthometric height was determined by differential leveling
 AJ0364.and adjusted by the National Geodetic Survey in June 1991..
 AJ0364
 AJ0364.The geoid height was determined by GEOID03.
 AJ0364
 AJ0364.The dynamic height is computed by dividing the NAVD 88
 AJ0364.geopotential number by the normal gravity value computed on the
 AJ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0364.degrees latitude (g = 980.6199 gals.).
 AJ0364
 AJ0364.The modeled gravity was interpolated from observed gravity values.
 AJ0364
 AJ0364;                    North         East    Units  Estimated Accuracy
 AJ0364;SPC TX S     - 5,178,690.      316,800.      MT  (+/- 180 meters Scaled)
 AJ0364
 AJ0364                          SUPERSEDED SURVEY CONTROL
 AJ0364
 AJ0364  NGVD 29 (??/??/92)   86.81   (m)          284.8    (f) COMPUTED    2 0
 AJ0364
 AJ0364.Superseded values are not recommended for survey control.
 AJ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0364.See file dsdata.txt to determine how the superseded data were derived.
 AJ0364
 AJ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR662175(NAD 83)
 AJ0364_MARKER: DB = BENCH MARK DISK
 AJ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0364_STAMPING: F 626 1942
 AJ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0364+STABILITY: SURFACE MOTION
 AJ0364
 AJ0364  HISTORY     - Date     Condition        Report By
 AJ0364  HISTORY     - 1942     MONUMENTED       CGS
 AJ0364  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0364
 AJ0364                          STATION DESCRIPTION
 AJ0364
 AJ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0364'14.8 MI NW FROM FALFURRIAS.
 AJ0364'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 14.8
 AJ0364'MILES NORTHWESTERLY ALONG THE ROAD TO HEBRONVILLE TO THE SITE OF THE
 AJ0364'BENCH MARK.  BENCH MARK IS ABOUT 2.0 MILES WEST OF COPITA, ABOUT 0.5
 AJ0364'MILE WEST OF INTERSECTION OF ROAD LEADING NORTHERLY AND 30.0 FEET
 AJ0364'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AJ0364'IT IS 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AJ0364'SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.3 FOOT.
 AJ0364
 AJ0364                          STATION RECOVERY (1968)
 AJ0364
 AJ0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0444 ***********************************************************************
 AJ0444  DESIGNATION -  F 627
 AJ0444  PID         -  AJ0444
 AJ0444  STATE/COUNTY-  TX/BROOKS
 AJ0444  USGS QUAD   -  PALOMAS RANCH SE (1968)
 AJ0444
 AJ0444                         *CURRENT SURVEY CONTROL
 AJ0444  ___________________________________________________________________
 AJ0444* NAD 83(1986)-  27 05 06.     (N)    098 18 10.     (W)     SCALED    
 AJ0444* NAVD 88     -        65.783  (meters)     215.82   (feet)  ADJUSTED  
 AJ0444  ___________________________________________________________________
 AJ0444  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AJ0444  DYNAMIC HT  -          65.678 (meters)     215.48  (feet)  COMP
 AJ0444  MODELED GRAV-     979,049.1   (mgal)                       NAVD 88
 AJ0444
 AJ0444  VERT ORDER  -  SECOND    CLASS 0
 AJ0444
 AJ0444.The horizontal coordinates were scaled from a topographic map and have
 AJ0444.an estimated accuracy of +/- 6 seconds.
 AJ0444
 AJ0444.The orthometric height was determined by differential leveling
 AJ0444.and adjusted by the National Geodetic Survey in June 1991..
 AJ0444
 AJ0444.The geoid height was determined by GEOID03.
 AJ0444
 AJ0444.The dynamic height is computed by dividing the NAVD 88
 AJ0444.geopotential number by the normal gravity value computed on the
 AJ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0444.degrees latitude (g = 980.6199 gals.).
 AJ0444
 AJ0444.The modeled gravity was interpolated from observed gravity values.
 AJ0444
 AJ0444;                    North         East    Units  Estimated Accuracy
 AJ0444;SPC TX S     - 5,157,160.      319,560.      MT  (+/- 180 meters Scaled)
 AJ0444
 AJ0444                          SUPERSEDED SURVEY CONTROL
 AJ0444
 AJ0444  NGVD 29 (??/??/92)   65.859  (m)          216.07   (f) ADJ UNCH    2 0
 AJ0444
 AJ0444.Superseded values are not recommended for survey control.
 AJ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0444.See file dsdata.txt to determine how the superseded data were derived.
 AJ0444
 AJ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ691960(NAD 83)
 AJ0444_MARKER: DB = BENCH MARK DISK
 AJ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0444_STAMPING: F 627 1942
 AJ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0444+STABILITY: SURFACE MOTION
 AJ0444
 AJ0444  HISTORY     - Date     Condition        Report By
 AJ0444  HISTORY     - 1942     MONUMENTED       CGS
 AJ0444  HISTORY     - 1968     GOOD             USGS
 AJ0444
 AJ0444                          STATION DESCRIPTION
 AJ0444
 AJ0444'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0444'13.0 MI SW FROM FALFURRIAS.
 AJ0444'ABOUT 13 MILES DUE SOUTHWEST OF FALFURRIAS, BROOKS COUNTY.  THIS BENCH
 AJ0444'MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY GOING 2.5 MILES
 AJ0444'SOUTH ALONG U.S. HIGHWAY 281, THENCE WEST ON THE BALUARTE CREEK ROAD
 AJ0444'ABOUT 8 MILES TO A PAVED ROAD SOUTH, THENCE SOUTH AND WEST ABOUT 5.6
 AJ0444'MILES TO END OF PAVEMENT AND GATE TO JACK CASEY RANCH, THENCE 2.5
 AJ0444'MILES SOUTHWEST AND SOUTH ALONG RANCH ROAD TO CATTLEGUARD, THENCE 0.3
 AJ0444'MILE EAST ALONG NORTH SIDE OF FENCE.  THE BM IS 1 FT. NORTH OF THE
 AJ0444'FENCE. A STANDARD DISK, STAMPED F 627 1942 AND SET IN THE TOP OF A
 AJ0444'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0128 ***********************************************************************
 AE0128  DESIGNATION -  F 628
 AE0128  PID         -  AE0128
 AE0128  STATE/COUNTY-  TX/BROOKS
 AE0128  USGS QUAD   -  TACUBAYA (1993)
 AE0128
 AE0128                         *CURRENT SURVEY CONTROL
 AE0128  ___________________________________________________________________
 AE0128* NAD 83(1986)-  26 55 11.     (N)    098 15 43.     (W)     SCALED    
 AE0128* NAVD 88     -        81.796  (meters)     268.36   (feet)  ADJUSTED  
 AE0128  ___________________________________________________________________
 AE0128  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AE0128  DYNAMIC HT  -          81.664 (meters)     267.93  (feet)  COMP
 AE0128  MODELED GRAV-     979,037.7   (mgal)                       NAVD 88
 AE0128
 AE0128  VERT ORDER  -  SECOND    CLASS 0
 AE0128
 AE0128.The horizontal coordinates were scaled from a topographic map and have
 AE0128.an estimated accuracy of +/- 6 seconds.
 AE0128
 AE0128.The orthometric height was determined by differential leveling
 AE0128.and adjusted by the National Geodetic Survey in June 1991..
 AE0128
 AE0128.The geoid height was determined by GEOID03.
 AE0128
 AE0128.The dynamic height is computed by dividing the NAVD 88
 AE0128.geopotential number by the normal gravity value computed on the
 AE0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0128.degrees latitude (g = 980.6199 gals.).
 AE0128
 AE0128.The modeled gravity was interpolated from observed gravity values.
 AE0128
 AE0128;                    North         East    Units  Estimated Accuracy
 AE0128;SPC TX S     - 5,138,850.      323,640.      MT  (+/- 180 meters Scaled)
 AE0128
 AE0128                          SUPERSEDED SURVEY CONTROL
 AE0128
 AE0128  NGVD 29 (??/??/92)   81.863  (m)          268.58   (f) ADJ UNCH    2 0
 AE0128
 AE0128.Superseded values are not recommended for survey control.
 AE0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0128.See file dsdata.txt to determine how the superseded data were derived.
 AE0128
 AE0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ732777(NAD 83)
 AE0128_MARKER: DB = BENCH MARK DISK
 AE0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0128_STAMPING: F 628 1942
 AE0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0128+STABILITY: SURFACE MOTION
 AE0128
 AE0128  HISTORY     - Date     Condition        Report By
 AE0128  HISTORY     - 1942     MONUMENTED       CGS
 AE0128  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0128
 AE0128                          STATION DESCRIPTION
 AE0128
 AE0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0128'9.0 MI W FROM RACHAL.
 AE0128'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0128'PROCEED 9.0 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0128'MARK.  BENCH MARK IS ABOUT 0.5 MILE WEST OF A CURVE IN THE ROAD, ABOUT
 AE0128'0.3 MILE EAST OF FARM HOUSE AND 30.0 FEET SOUTH OF AND ABOUT 1.0 FOOT
 AE0128'ABOVE THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET NORTH OF A TELEPHONE
 AE0128'POLE, 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 AE0128'NORTH OF FENCE.  THE MONUMENT PROJECTS 0.3 FOOT.
 AE0128
 AE0128                          STATION RECOVERY (1972)
 AE0128
 AE0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0101 ***********************************************************************
 AE0101  DESIGNATION -  F 629
 AE0101  PID         -  AE0101
 AE0101  STATE/COUNTY-  TX/BROOKS
 AE0101  USGS QUAD   -  SANTA ELENA (1993)
 AE0101
 AE0101                         *CURRENT SURVEY CONTROL
 AE0101  ___________________________________________________________________
 AE0101* NAD 83(1986)-  26 47 47.     (N)    098 22 36.     (W)     SCALED    
 AE0101* NAVD 88     -        68.384  (meters)     224.36   (feet)  ADJUSTED  
 AE0101  ___________________________________________________________________
 AE0101  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AE0101  DYNAMIC HT  -          68.273 (meters)     223.99  (feet)  COMP
 AE0101  MODELED GRAV-     979,028.1   (mgal)                       NAVD 88
 AE0101
 AE0101  VERT ORDER  -  SECOND    CLASS 0
 AE0101
 AE0101.The horizontal coordinates were scaled from a topographic map and have
 AE0101.an estimated accuracy of +/- 6 seconds.
 AE0101
 AE0101.The orthometric height was determined by differential leveling
 AE0101.and adjusted by the National Geodetic Survey in June 1991..
 AE0101
 AE0101.The geoid height was determined by GEOID03.
 AE0101
 AE0101.The dynamic height is computed by dividing the NAVD 88
 AE0101.geopotential number by the normal gravity value computed on the
 AE0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0101.degrees latitude (g = 980.6199 gals.).
 AE0101
 AE0101.The modeled gravity was interpolated from observed gravity values.
 AE0101
 AE0101;                    North         East    Units  Estimated Accuracy
 AE0101;SPC TX S     - 5,125,170.      312,260.      MT  (+/- 180 meters Scaled)
 AE0101
 AE0101                          SUPERSEDED SURVEY CONTROL
 AE0101
 AE0101  NGVD 29 (??/??/92)   68.452  (m)          224.58   (f) ADJ UNCH    2 0
 AE0101
 AE0101.Superseded values are not recommended for survey control.
 AE0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0101.See file dsdata.txt to determine how the superseded data were derived.
 AE0101
 AE0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ619640(NAD 83)
 AE0101_MARKER: DB = BENCH MARK DISK
 AE0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0101_STAMPING: F 629 1942
 AE0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0101+STABILITY: SURFACE MOTION
 AE0101
 AE0101  HISTORY     - Date     Condition        Report By
 AE0101  HISTORY     - 1942     MONUMENTED       CGS
 AE0101  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0101
 AE0101                          STATION DESCRIPTION
 AE0101
 AE0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0101'8.8 MI NE FROM SANTA ELENA.
 AE0101'TO REACH FROM THE SITE OF POST OFFICE AT SANTA ELENA-- PROCEED 2.5
 AE0101'MILES NORTHERLY ALONG ROAD TOWARDS ALTAVISTA TO THE INTERSECTION OF
 AE0101'ROAD LEADING EAST.  THENCE, GO 6.3 MILES EASTERLY ALONG ROAD TO THE
 AE0101'SITE OF THE BENCH MARK.  BENCH MARK IS ON THE OUTSIDE OF A CURVE,
 AE0101'ABOUT 300.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A RANCH HOUSE
 AE0101'AND AT THE SOUTH CORNER OF A PASTURE.  IT IS 31.0 FEET NORTH OF AND
 AE0101'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD AND 3.0 FEET
 AE0101'WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5
 AE0101'FOOT.
 AE0101
 AE0101                          STATION RECOVERY (1972)
 AE0101
 AE0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0053 ***********************************************************************
 AE0053  DESIGNATION -  F 630 RESET
 AE0053  PID         -  AE0053
 AE0053  STATE/COUNTY-  TX/HIDALGO
 AE0053  USGS QUAD   -  LA REFORMA (1993)
 AE0053
 AE0053                         *CURRENT SURVEY CONTROL
 AE0053  ___________________________________________________________________
 AE0053* NAD 83(1986)-  26 38 58.     (N)    098 20 42.     (W)     SCALED    
 AE0053* NAVD 88     -        65.08   (meters)     213.5    (feet)  RESET     
 AE0053  ___________________________________________________________________
 AE0053  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AE0053
 AE0053  VERT ORDER  -  THIRD
 AE0053
 AE0053.The horizontal coordinates were scaled from a topographic map and have
 AE0053.an estimated accuracy of +/- 6 seconds.
 AE0053
 AE0053.The orthometric height was computed from unverified reset data.
 AE0053
 AE0053.The geoid height was determined by GEOID03.
 AE0053
 AE0053;                    North         East    Units  Estimated Accuracy
 AE0053;SPC TX S     - 5,108,890.      315,430.      MT  (+/- 180 meters Scaled)
 AE0053
 AE0053                          SUPERSEDED SURVEY CONTROL
 AE0053
 AE0053.No superseded survey control is available for this station.
 AE0053
 AE0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ651477(NAD 83)
 AE0053_MARKER: DD = SURVEY DISK
 AE0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0053_STAMPING: F 630 RESET 1951
 AE0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0053+STABILITY: SURFACE MOTION
 AE0053
 AE0053  HISTORY     - Date     Condition        Report By
 AE0053  HISTORY     - 1951     MONUMENTED       TXHD
 AE0053  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0053  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0053
 AE0053                          STATION DESCRIPTION
 AE0053
 AE0053'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AE0053'11.3 MI E FROM SANTA ELENA.
 AE0053'IN HIDALGO COUNTY, 11.3 MILES EAST ALONG FARM TO MARKET ROAD 1017,
 AE0053'FROM THE 1942 POST OFFICE AT SANTA ELENA, STARR COUNTY, 39 FEET NORTH
 AE0053'OF THE CENTERLINE OF THE HIGHWAY AND 240 FEET EAST OF THE PUERTO RICO
 AE0053'STORE AND SERVICE STATION AT THE JUNCTION OF A ROAD LEADING NORTH TO
 AE0053'CIPRES.  A STANDARD DISK STAMPED F 630 RESET 1951 AND SET IN THE TOP
 AE0053'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 AE0053
 AE0053                          STATION RECOVERY (1972)
 AE0053
 AE0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0053'MARK NOT FOUND.
 AE0053
 AE0053                          STATION RECOVERY (1992)
 AE0053
 AE0053'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4454 ***********************************************************************
 AW4454  DESIGNATION -  F 631
 AW4454  PID         -  AW4454
 AW4454  STATE/COUNTY-  TX/MATAGORDA
 AW4454  USGS QUAD   -  VAN VLECK (1980)
 AW4454
 AW4454                         *CURRENT SURVEY CONTROL
 AW4454  ___________________________________________________________________
 AW4454* NAD 83(1986)-  29 02 01.     (N)    095 57 49.     (W)     SCALED    
 AW4454* NAVD 88     -        17.25   (+/-2cm)      56.6    (feet)  VERTCON   
 AW4454  ___________________________________________________________________
 AW4454  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW4454
 AW4454  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4454
 AW4454.The horizontal coordinates were scaled from a topographic map and have
 AW4454.an estimated accuracy of +/- 6 seconds.
 AW4454
 AW4454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4454.The vertical order pertains to the NGVD 29 superseded value.
 AW4454
 AW4454.The geoid height was determined by GEOID03.
 AW4454
 AW4454;                    North         East    Units  Estimated Accuracy
 AW4454;SPC TXSC     - 4,136,860.      895,700.      MT  (+/- 180 meters Scaled)
 AW4454
 AW4454                          SUPERSEDED SURVEY CONTROL
 AW4454
 AW4454  NGVD 29 (??/??/92)   17.27   (m)           56.7    (f) COMPUTED    2 0
 AW4454
 AW4454.Superseded values are not recommended for survey control.
 AW4454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4454.See file dsdata.txt to determine how the superseded data were derived.
 AW4454
 AW4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN113153(NAD 83)
 AW4454_MARKER: DB = BENCH MARK DISK
 AW4454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4454_STAMPING: F 631 1942
 AW4454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4454+STABILITY: SURFACE MOTION
 AW4454
 AW4454  HISTORY     - Date     Condition        Report By
 AW4454  HISTORY     - 1942     MONUMENTED       CGS
 AW4454
 AW4454                          STATION DESCRIPTION
 AW4454
 AW4454'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4454'3.7 MI N FROM BAY CITY.
 AW4454'TO REACH FROM THE SANTA FE RAILROAD STATION AT BAY CITY.  PROCEED 3.7
 AW4454'MILES NORTHERLY ALONG SANTA FE RAILROAD TRACKS TO SITE OF BENCH MARK.
 AW4454'BENCH MARK IS 2 1/2 POLES SOUTH OF AND ACROSS THE TRACK FROM MILE POST
 AW4454'65, 42.6 FEET WEST OF AND ABOUT 2 FEET BELOW CENTERLINE OF TRACK, 6.5
 AW4454'FEET EAST OF RIGHT-OF-WAY FENCE, AND 2 FEET NORTH OF A 4X4-INCH WOODEN
 AW4454'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0445 ***********************************************************************
 AH0445  DESIGNATION -  F 632
 AH0445  PID         -  AH0445
 AH0445  STATE/COUNTY-  TX/NUECES
 AH0445  USGS QUAD   -  PITA ISLAND (1975)
 AH0445
 AH0445                         *CURRENT SURVEY CONTROL
 AH0445  ___________________________________________________________________
 AH0445* NAD 83(1986)-  27 35 15.     (N)    097 22 02.     (W)     SCALED    
 AH0445* NAVD 88     -         5.893  (meters)      19.33   (feet)  ADJUSTED  
 AH0445  ___________________________________________________________________
 AH0445  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AH0445  DYNAMIC HT  -           5.884 (meters)      19.30  (feet)  COMP
 AH0445  MODELED GRAV-     979,121.3   (mgal)                       NAVD 88
 AH0445
 AH0445  VERT ORDER  -  SECOND    CLASS 0
 AH0445
 AH0445.The horizontal coordinates were scaled from a topographic map and have
 AH0445.an estimated accuracy of +/- 6 seconds.
 AH0445
 AH0445.The orthometric height was determined by differential leveling
 AH0445.and adjusted by the National Geodetic Survey in June 1991..
 AH0445
 AH0445.The geoid height was determined by GEOID03.
 AH0445
 AH0445.The dynamic height is computed by dividing the NAVD 88
 AH0445.geopotential number by the normal gravity value computed on the
 AH0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0445.degrees latitude (g = 980.6199 gals.).
 AH0445
 AH0445.The modeled gravity was interpolated from observed gravity values.
 AH0445
 AH0445;                    North         East    Units  Estimated Accuracy
 AH0445;SPC TX S     - 5,213,320.      411,840.      MT  (+/- 180 meters Scaled)
 AH0445
 AH0445                          SUPERSEDED SURVEY CONTROL
 AH0445
 AH0445  NGVD 29 (??/??/92)    6.036  (m)           19.80   (f) ADJ UNCH    2 0
 AH0445
 AH0445.Superseded values are not recommended for survey control.
 AH0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0445.See file dsdata.txt to determine how the superseded data were derived.
 AH0445
 AH0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR611525(NAD 83)
 AH0445_MARKER: DB = BENCH MARK DISK
 AH0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0445_STAMPING: F 632 1942
 AH0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0445+STABILITY: SURFACE MOTION
 AH0445
 AH0445  HISTORY     - Date     Condition        Report By
 AH0445  HISTORY     - 1942     MONUMENTED       CGS
 AH0445  HISTORY     - 1949     GOOD             NGS
 AH0445  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0445  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0445
 AH0445                          STATION DESCRIPTION
 AH0445
 AH0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0445'5.6 MI E FROM CHAPMAN RANCH.
 AH0445'5.6 MILES EAST ALONG CHAPMAN RANCH ROAD FROM CHAPMAN RANCH
 AH0445'HEADQUARTERS, NUECES COUNTY, ON THE LAURELES DIVISION OF THE KING
 AH0445'RANCH, 75 FEET SOUTH OF A ROAD GATE, 35 FEET NORTH OF A GATE LEADING
 AH0445'SOUTH, 20 FEET WEST OF A LONE TREE, AND 1 FOOT EAST OF A FENCE.  A
 AH0445'STANDARD DISK, STAMPED F 632 1942 AND SET IN THE TOP OF AN 8-INCH
 AH0445'SQUARE CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0445
 AH0445                          STATION RECOVERY (1969)
 AH0445
 AH0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0445'MARK NOT FOUND.
 AH0445
 AH0445                          STATION RECOVERY (2001)
 AH0445
 AH0445'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0824 ***********************************************************************
 AH0824  DESIGNATION -  F 633
 AH0824  PID         -  AH0824
 AH0824  STATE/COUNTY-  TX/NUECES
 AH0824  USGS QUAD   -  PETRONILA NE (1975)
 AH0824
 AH0824                         *CURRENT SURVEY CONTROL
 AH0824  ___________________________________________________________________
 AH0824* NAD 83(1986)-  27 41 16.     (N)    097 30 12.     (W)     SCALED    
 AH0824* NAVD 88     -        11.363  (meters)      37.28   (feet)  ADJUSTED  
 AH0824  ___________________________________________________________________
 AH0824  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AH0824  DYNAMIC HT  -          11.346 (meters)      37.22  (feet)  COMP
 AH0824  MODELED GRAV-     979,120.6   (mgal)                       NAVD 88
 AH0824
 AH0824  VERT ORDER  -  SECOND    CLASS 0
 AH0824
 AH0824.The horizontal coordinates were scaled from a topographic map and have
 AH0824.an estimated accuracy of +/- 6 seconds.
 AH0824
 AH0824.The orthometric height was determined by differential leveling
 AH0824.and adjusted by the National Geodetic Survey in June 1991..
 AH0824
 AH0824.The geoid height was determined by GEOID03.
 AH0824
 AH0824.The dynamic height is computed by dividing the NAVD 88
 AH0824.geopotential number by the normal gravity value computed on the
 AH0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0824.degrees latitude (g = 980.6199 gals.).
 AH0824
 AH0824.The modeled gravity was interpolated from observed gravity values.
 AH0824
 AH0824;                    North         East    Units  Estimated Accuracy
 AH0824;SPC TX S     - 5,224,320.      398,310.      MT  (+/- 180 meters Scaled)
 AH0824
 AH0824                          SUPERSEDED SURVEY CONTROL
 AH0824
 AH0824  NGVD 29 (??/??/92)   11.523  (m)           37.80   (f) ADJ UNCH    2 0
 AH0824
 AH0824.Superseded values are not recommended for survey control.
 AH0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0824.See file dsdata.txt to determine how the superseded data were derived.
 AH0824
 AH0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR475635(NAD 83)
 AH0824_MARKER: DB = BENCH MARK DISK
 AH0824_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0824_SP_SET: CULVERT
 AH0824_STAMPING: F 633 1942
 AH0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0824
 AH0824  HISTORY     - Date     Condition        Report By
 AH0824  HISTORY     - 1942     MONUMENTED       CGS
 AH0824  HISTORY     - 1949     GOOD             NGS
 AH0824  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0824  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0824  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0824
 AH0824                          STATION DESCRIPTION
 AH0824
 AH0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0824'9.0 MI NE FROM PETRONILLA.
 AH0824'1.0 MILE NORTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT PETRONILLA,
 AH0824'NUECES COUNTY, THENCE 8.0 MILES EAST ALONG A PAVED ROAD. NEAR A COTTON
 AH0824'GIN, AT THE INTERSECTION OF A NORTH-AND-SOUTH ROAD, 27 FEET SOUTH OF
 AH0824'THE CENTER LINE OF THE EAST-AND-WEST ROAD, 15 FEET EAST OF AND ABOUT 1
 AH0824'FOOT HIGHER THAN THE CENTER LINE OF THE MAIN ROAD, AT THE EAST END OF
 AH0824'A CONCRETE CULVERT UNDER THE NORTH-AND-SOUTH ROAD, AND IN THE TOP OF
 AH0824'THE SOUTH WING WALL.  A STANDARD DISK, STAMPED F 633 1942.
 AH0824
 AH0824                          STATION RECOVERY (1997)
 AH0824
 AH0824'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0824'MARK NOT FOUND.
 AH0824
 AH0824                          STATION RECOVERY (2001)
 AH0824
 AH0824'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0824'MARK NOT FOUND.
 AH0824
 AH0824                          STATION RECOVERY (2002)
 AH0824
 AH0824'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0552 ***********************************************************************
 AH0552  DESIGNATION -  F 634
 AH0552  PID         -  AH0552
 AH0552  STATE/COUNTY-  TX/KLEBERG
 AH0552  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH0552
 AH0552                         *CURRENT SURVEY CONTROL
 AH0552  ___________________________________________________________________
 AH0552* NAD 83(1986)-  27 27 52.     (N)    097 40 53.     (W)     SCALED    
 AH0552* NAVD 88     -        11.599  (meters)      38.05   (feet)  ADJUSTED  
 AH0552  ___________________________________________________________________
 AH0552  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AH0552  DYNAMIC HT  -          11.581 (meters)      38.00  (feet)  COMP
 AH0552  MODELED GRAV-     979,105.4   (mgal)                       NAVD 88
 AH0552
 AH0552  VERT ORDER  -  SECOND    CLASS 0
 AH0552
 AH0552.The horizontal coordinates were scaled from a topographic map and have
 AH0552.an estimated accuracy of +/- 6 seconds.
 AH0552
 AH0552.The orthometric height was determined by differential leveling
 AH0552.and adjusted by the National Geodetic Survey in June 1991..
 AH0552
 AH0552.The geoid height was determined by GEOID03.
 AH0552
 AH0552.The dynamic height is computed by dividing the NAVD 88
 AH0552.geopotential number by the normal gravity value computed on the
 AH0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0552.degrees latitude (g = 980.6199 gals.).
 AH0552
 AH0552.The modeled gravity was interpolated from observed gravity values.
 AH0552
 AH0552;                    North         East    Units  Estimated Accuracy
 AH0552;SPC TX S     - 5,199,440.      380,910.      MT  (+/- 180 meters Scaled)
 AH0552
 AH0552                          SUPERSEDED SURVEY CONTROL
 AH0552
 AH0552  NGVD 29 (??/??/92)   11.719  (m)           38.45   (f) ADJ UNCH    2 0
 AH0552
 AH0552.Superseded values are not recommended for survey control.
 AH0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0552.See file dsdata.txt to determine how the superseded data were derived.
 AH0552
 AH0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR302385(NAD 83)
 AH0552_MARKER: DB = BENCH MARK DISK
 AH0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0552_STAMPING: F 634 1942
 AH0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0552+STABILITY: SURFACE MOTION
 AH0552
 AH0552  HISTORY     - Date     Condition        Report By
 AH0552  HISTORY     - 1942     MONUMENTED       CGS
 AH0552  HISTORY     - 1949     GOOD             NGS
 AH0552
 AH0552                          STATION DESCRIPTION
 AH0552
 AH0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0552'13 MI SE FROM KINGSVILLE.
 AH0552'LOCATED ON KING RANCH, 13 MILES SE OF KINGSVILLE.  FROM THE JUNCTION
 AH0552'OF US HWY 77 AND ANGLE ROAD 0.4 MILE E OF THE COUNTY HOSPITAL IN
 AH0552'KINGSVILLE, GO 1.9 MILES DUE E TO T ROAD INTERSECTION, THEN WIND 1.6
 AH0552'MILES NE ALONG PAVED ROAD THAT PARALLELS NAVY FIELD FENCE TO LOCKED
 AH0552'GATE ENTERING KING RANCH AT SAN FERNANDO CREEK.  CONTINUE 0.5 MILE E
 AH0552'TO ROAD FORK, TAKE RIGHT FORK AND GO 3.0 MILES SE ALONG GRADED ROAD TO
 AH0552'LEONCITAS WINDMILL, CONTINUE 4.0 MILES SE TO EL TELEPHONE RANCH, PASS
 AH0552'THROUGH GATE AND CONTINUE 1.2 MILES SE ALONG JABONCILLES RANCH ROAD TO
 AH0552'BENCH MARK.  360 FT. S OF ROAD C/L, 29 FT. N OF DIM TRAIL, AND 3 FT. W
 AH0552'OF WITNESS POST.  STANDARD DISK STAMPED F 634 1942 SET IN TOP OF A 6
 AH0552'INCH SQUARE CONCRETE MONUMENT PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0589 ***********************************************************************
 AH0589  DESIGNATION -  F 635 RESET 1947
 AH0589  PID         -  AH0589
 AH0589  STATE/COUNTY-  TX/KLEBERG
 AH0589  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0589
 AH0589                         *CURRENT SURVEY CONTROL
 AH0589  ___________________________________________________________________
 AH0589* NAD 83(1986)-  27 17 38.     (N)    097 42 50.     (W)     SCALED    
 AH0589* NAVD 88     -         4.59   (meters)      15.1    (feet)  RESET     
 AH0589  ___________________________________________________________________
 AH0589  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH0589
 AH0589  VERT ORDER  -  THIRD
 AH0589
 AH0589.The horizontal coordinates were scaled from a topographic map and have
 AH0589.an estimated accuracy of +/- 6 seconds.
 AH0589
 AH0589.The orthometric height was computed from unverified reset data.
 AH0589
 AH0589.The geoid height was determined by GEOID03.
 AH0589
 AH0589;                    North         East    Units  Estimated Accuracy
 AH0589;SPC TX S     - 5,180,530.      377,810.      MT  (+/- 180 meters Scaled)
 AH0589
 AH0589                          SUPERSEDED SURVEY CONTROL
 AH0589
 AH0589  NGVD 29 (??/??/??)    4.74   (m)           15.6    (f) RESET       3  
 AH0589
 AH0589.Superseded values are not recommended for survey control.
 AH0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0589.See file dsdata.txt to determine how the superseded data were derived.
 AH0589
 AH0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR272196(NAD 83)
 AH0589_MARKER: DB = BENCH MARK DISK
 AH0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0589_STAMPING: F 635 RESET 1947
 AH0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0589+STABILITY: SURFACE MOTION
 AH0589
 AH0589  HISTORY     - Date     Condition        Report By
 AH0589  HISTORY     - 1947     MONUMENTED       LOCENG
 AH0589  HISTORY     - 1949     GOOD             NGS
 AH0589
 AH0589                          STATION DESCRIPTION
 AH0589
 AH0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0589'6.3 MI E FROM RIVIERA.
 AH0589'STATION IS APPROX 6.3 MILES E OF RIVIERA.  TO REACH, TO 6.3 MILES E
 AH0589'ALONG FARM ROAD 771 (RIVIERA BEACH ROAD) FROM JUNCTION WITH U. S.
 AH0589'HIGHWAY 77 AT RIVIERA.  125 FEET W OF THE W EDGE OF A SMALL POND S OF
 AH0589'THE ROAD.  49 FEET S OF CENTERLINE OF THE ROAD.  AND 4 FEET E OF
 AH0589'WITNESS POST.  A STANDARD DISK STAMPED F 635 RESET 1947 SET IN TOP A 6
 AH0589'X 6 INCH CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0616 ***********************************************************************
 AH0616  DESIGNATION -  F 637
 AH0616  PID         -  AH0616
 AH0616  STATE/COUNTY-  TX/KENEDY
 AH0616  USGS QUAD   -  LA PARRA RANCH (1975)
 AH0616
 AH0616                         *CURRENT SURVEY CONTROL
 AH0616  ___________________________________________________________________
 AH0616* NAD 83(1986)-  27 11 58.     (N)    097 39 02.     (W)     SCALED    
 AH0616* NAVD 88     -         0.955  (meters)       3.13   (feet)  ADJUSTED  
 AH0616  ___________________________________________________________________
 AH0616  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AH0616  DYNAMIC HT  -           0.953 (meters)       3.13  (feet)  COMP
 AH0616  MODELED GRAV-     979,099.3   (mgal)                       NAVD 88
 AH0616
 AH0616  VERT ORDER  -  SECOND    CLASS 0
 AH0616
 AH0616.The horizontal coordinates were scaled from a topographic map and have
 AH0616.an estimated accuracy of +/- 6 seconds.
 AH0616
 AH0616.The orthometric height was determined by differential leveling
 AH0616.and adjusted by the National Geodetic Survey in June 1991..
 AH0616
 AH0616.The geoid height was determined by GEOID03.
 AH0616
 AH0616.The dynamic height is computed by dividing the NAVD 88
 AH0616.geopotential number by the normal gravity value computed on the
 AH0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0616.degrees latitude (g = 980.6199 gals.).
 AH0616
 AH0616.The modeled gravity was interpolated from observed gravity values.
 AH0616
 AH0616;                    North         East    Units  Estimated Accuracy
 AH0616;SPC TX S     - 5,170,100.      384,150.      MT  (+/- 180 meters Scaled)
 AH0616
 AH0616                          SUPERSEDED SURVEY CONTROL
 AH0616
 AH0616  NGVD 29 (??/??/92)    1.042  (m)            3.42   (f) ADJ UNCH    2 0
 AH0616
 AH0616.Superseded values are not recommended for survey control.
 AH0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0616.See file dsdata.txt to determine how the superseded data were derived.
 AH0616
 AH0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR336092(NAD 83)
 AH0616_MARKER: DB = BENCH MARK DISK
 AH0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0616_STAMPING: F 637 1942
 AH0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0616+STABILITY: SURFACE MOTION
 AH0616
 AH0616  HISTORY     - Date     Condition        Report By
 AH0616  HISTORY     - 1942     MONUMENTED       CGS
 AH0616  HISTORY     - 1949     GOOD             NGS
 AH0616
 AH0616                          STATION DESCRIPTION
 AH0616
 AH0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0616'8.8 MI E FROM SARITA.
 AH0616'LOCATED ON KENEDY RANCH, 8.8 MILES E OF SARITA.  TO REACH FROM THE
 AH0616'POST OFFICE IN SARITA, PROCEED E ALONG DIRT ROAD 5.8 MILES THROUGH
 AH0616'LOCKED GATE TO A Y, TAKE LEFT FORK AND PROCEED 0.8 MILE NE TO ANOTHER
 AH0616'Y, TAKE RIGHT FORK AND PROCEED 0.35 MILE NE TO A ROAD INTERSECTION,
 AH0616'TURN RIGHT AND FOLLOW ROAD FOR 1.05 MILE SE TO THIRD GATE, TURN LEFT
 AH0616'AND FOLLOW TRACK ROAD 1.8 MILES E TO A DRAW, WALK S ALONG BED OF DRAW
 AH0616'345 FT. TO FENCE LINE AND BENCH MARK SITE.  BENCH MARK IS 345 FT. S OF
 AH0616'CENTERLINE OF ROAD, 40 FT. NE OF DRAW, 1 FT. NW OF FENCE AND 3 FT. SW
 AH0616'OF A WITNESS POST.  A STANDARD DISK STAMPED F 637 1942 IN TOP OF 6X6
 AH0616'INCH CONCRETE MONUMENT PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1011 ***********************************************************************
 AB1011  DESIGNATION -  F 638
 AB1011  PID         -  AB1011
 AB1011  STATE/COUNTY-  TX/KENEDY
 AB1011  USGS QUAD   -  SAN PEDRO RANCH (1975)
 AB1011
 AB1011                         *CURRENT SURVEY CONTROL
 AB1011  ___________________________________________________________________
 AB1011* NAD 83(1986)-  26 56 22.     (N)    097 40 43.     (W)     SCALED    
 AB1011* NAVD 88     -         6.206  (meters)      20.36   (feet)  ADJUSTED  
 AB1011  ___________________________________________________________________
 AB1011  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AB1011  DYNAMIC HT  -           6.196 (meters)      20.33  (feet)  COMP
 AB1011  MODELED GRAV-     979,084.2   (mgal)                       NAVD 88
 AB1011
 AB1011  VERT ORDER  -  SECOND    CLASS 0
 AB1011
 AB1011.The horizontal coordinates were scaled from a topographic map and have
 AB1011.an estimated accuracy of +/- 6 seconds.
 AB1011
 AB1011.The orthometric height was determined by differential leveling
 AB1011.and adjusted by the National Geodetic Survey in June 1991..
 AB1011
 AB1011.The geoid height was determined by GEOID03.
 AB1011
 AB1011.The dynamic height is computed by dividing the NAVD 88
 AB1011.geopotential number by the normal gravity value computed on the
 AB1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1011.degrees latitude (g = 980.6199 gals.).
 AB1011
 AB1011.The modeled gravity was interpolated from observed gravity values.
 AB1011
 AB1011;                    North         East    Units  Estimated Accuracy
 AB1011;SPC TX S     - 5,141,280.      381,560.      MT  (+/- 180 meters Scaled)
 AB1011
 AB1011                          SUPERSEDED SURVEY CONTROL
 AB1011
 AB1011  NGVD 29 (??/??/92)    6.27   (m)           20.6    (f) COMPUTED    2 0
 AB1011
 AB1011.Superseded values are not recommended for survey control.
 AB1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1011.See file dsdata.txt to determine how the superseded data were derived.
 AB1011
 AB1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ311804(NAD 83)
 AB1011_MARKER: DB = BENCH MARK DISK
 AB1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1011_STAMPING: F-638 1942
 AB1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1011+STABILITY: SURFACE MOTION
 AB1011
 AB1011  HISTORY     - Date     Condition        Report By
 AB1011  HISTORY     - 1942     MONUMENTED       CGS
 AB1011
 AB1011                          STATION DESCRIPTION
 AB1011
 AB1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1011'9.0 MI SE FROM TURCOTTE.
 AB1011'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT TURCOTTE--
 AB1011'PROCEED 0.2 MILES SOUTHERLY ON STATE HIGHWAY NO. 96 TO GRADED
 AB1011'CROSSROAD.  TURN EAST AND GO 8.8 MILES TOWARDS THE MORANA RANCH VIA
 AB1011'THE SAN PEDRO RANCH TO SITE OF THE BENCH MARK.  BENCH MARK IS A SMALL
 AB1011'OPEN FLAT, 1.7 MILES WEST OF THE SAN PEDRO RANCH.  1.0 MILES EAST OF A
 AB1011'GATE ACROSS THE ROAD ABOUT 100.0 FEET WEST OF A SMALL SAND HILL. 21.0
 AB1011'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AB1011'ROAD.  3.0 FEET WEST OF 4X4 INCH WOODEN MARKER POST.  MONUMENT
 AB1011'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1062 ***********************************************************************
 AW1062  DESIGNATION -  F 639
 AW1062  PID         -  AW1062
 AW1062  STATE/COUNTY-  TX/GALVESTON
 AW1062  USGS QUAD   -  DICKINSON (1997)
 AW1062
 AW1062                         *CURRENT SURVEY CONTROL
 AW1062  ___________________________________________________________________
 AW1062* NAD 83(1986)-  29 24 48.     (N)    095 00 09.     (W)     SCALED    
 AW1062* NAVD 88     -         4.769  (meters)      15.65   (feet)  ADJUSTED  
 AW1062  ___________________________________________________________________
 AW1062  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW1062  DYNAMIC HT  -           4.763 (meters)      15.63  (feet)  COMP
 AW1062  MODELED GRAV-     979,268.2   (mgal)                       NAVD 88
 AW1062  OBS GRAVITY -     979,266.7   (mgal)                       GRAV_OBS
 AW1062
 AW1062  VERT ORDER  -  FIRST     CLASS I
 AW1062
 AW1062.The horizontal coordinates were scaled from a topographic map and have
 AW1062.an estimated accuracy of +/- 6 seconds.
 AW1062
 AW1062.The orthometric height was determined by differential leveling
 AW1062.and adjusted by the National Geodetic Survey in June 1991..
 AW1062
 AW1062.The geoid height was determined by GEOID03.
 AW1062
 AW1062.The dynamic height is computed by dividing the NAVD 88
 AW1062.geopotential number by the normal gravity value computed on the
 AW1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1062.degrees latitude (g = 980.6199 gals.).
 AW1062
 AW1062.The modeled gravity was interpolated from observed gravity values.
 AW1062.The observed gravity was obtained from relative gravimeter ties
 AW1062.to the IGSN71 gravity network.
 AW1062
 AW1062;                    North         East    Units  Estimated Accuracy
 AW1062;SPC TXSC     - 4,181,730.      987,820.      MT  (+/- 180 meters Scaled)
 AW1062
 AW1062                          SUPERSEDED SURVEY CONTROL
 AW1062
 AW1062  NGVD 29 (12/23/87)    4.766  (m)           15.64   (f) ADJUSTED    1 1
 AW1062
 AW1062.Superseded values are not recommended for survey control.
 AW1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1062.See file dsdata.txt to determine how the superseded data were derived.
 AW1062
 AW1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN057554(NAD 83)
 AW1062_MARKER: DB = BENCH MARK DISK
 AW1062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1062_SP_SET: WINGWALL
 AW1062_STAMPING: F 639 1942
 AW1062_MARK LOGO: CGS   
 AW1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1062+STABILITY: SURFACE MOTION
 AW1062
 AW1062  HISTORY     - Date     Condition        Report By
 AW1062  HISTORY     - 1942     MONUMENTED       CGS
 AW1062  HISTORY     - 1973     GOOD             NGS
 AW1062  HISTORY     - 1976     GOOD             NGS
 AW1062  HISTORY     - 1976     GOOD             NGS
 AW1062  HISTORY     - 1978     GOOD             NGS
 AW1062  HISTORY     - 1983     GOOD             NGS
 AW1062  HISTORY     - 1987     GOOD             USPSQD
 AW1062  HISTORY     - 1987     GOOD             NGS
 AW1062  HISTORY     - 1989     GOOD             USPSQD
 AW1062  HISTORY     - 1989     GOOD             USPSQD
 AW1062  HISTORY     - 1989     GOOD             USPSQD
 AW1062  HISTORY     - 1989     GOOD             USPSQD
 AW1062  HISTORY     - 1991     GOOD             USPSQD
 AW1062  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1062  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 AW1062  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW1062
 AW1062                          STATION DESCRIPTION
 AW1062
 AW1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1062'2.95 MI NW FROM LA MARQUE.
 AW1062'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF FARM
 AW1062'ROAD 1765 AT LA MARQUE, ALSO, 4.5 MILES SOUTHEAST OF DICKINSON, SET IN
 AW1062'THE TOP OF THE NORTHEAST WING WALL OF THE NORTHWEST ABUTMENT OF A
 AW1062'HIGHWAY BRIDGE, 13.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW1062'61.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 0.5 FOOT HIGHER
 AW1062'THAN THE HIGHWAY.
 AW1062
 AW1062                          STATION RECOVERY (1976)
 AW1062
 AW1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1062'RECOVERED IN GOOD CONDITION.
 AW1062
 AW1062                          STATION RECOVERY (1976)
 AW1062
 AW1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1062'RECOVERED IN GOOD CONDITION.
 AW1062
 AW1062                          STATION RECOVERY (1978)
 AW1062
 AW1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1062'RECOVERED IN GOOD CONDITION.
 AW1062
 AW1062                          STATION RECOVERY (1983)
 AW1062
 AW1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1062'RECOVERED IN GOOD CONDITION.
 AW1062
 AW1062                          STATION RECOVERY (1987)
 AW1062
 AW1062'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1062'RECOVERED IN GOOD CONDITION.
 AW1062
 AW1062                          STATION RECOVERY (1987)
 AW1062
 AW1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1062'RECOVERED IN GOOD CONDITION.
 AW1062
 AW1062                          STATION RECOVERY (1989)
 AW1062
 AW1062'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1062'RECOVERED IN GOOD CONDITION.
 AW1062
 AW1062                          STATION RECOVERY (1989)
 AW1062
 AW1062'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1062'RECOVERED IN GOOD CONDITION.
 AW1062
 AW1062                          STATION RECOVERY (1989)
 AW1062
 AW1062'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1062'RECOVERED IN GOOD CONDITION.
 AW1062
 AW1062                          STATION RECOVERY (1989)
 AW1062
 AW1062'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1062'RECOVERED IN GOOD CONDITION.
 AW1062
 AW1062                          STATION RECOVERY (1991)
 AW1062
 AW1062'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1062'RECOVERED IN GOOD CONDITION.
 AW1062
 AW1062                          STATION RECOVERY (1994)
 AW1062
 AW1062'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1062'MARK NOT FOUND.
 AW1062
 AW1062                          STATION RECOVERY (2003)
 AW1062
 AW1062'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1062'MARK NOT FOUND.
 AW1062
 AW1062                          STATION RECOVERY (2004)
 AW1062
 AW1062'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0440 ***********************************************************************
 AO0440  DESIGNATION -  F 64
 AO0440  PID         -  AO0440
 AO0440  STATE/COUNTY-  TX/DIMMIT
 AO0440  USGS QUAD   -  CARRIZO SPRINGS NW (1972)
 AO0440
 AO0440                         *CURRENT SURVEY CONTROL
 AO0440  ___________________________________________________________________
 AO0440* NAD 83(1986)-  28 38 29.     (N)    099 59 50.     (W)     SCALED    
 AO0440* NAVD 88     -       187.943  (meters)     616.61   (feet)  ADJUSTED  
 AO0440  ___________________________________________________________________
 AO0440  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AO0440  DYNAMIC HT  -         187.664 (meters)     615.69  (feet)  COMP
 AO0440  MODELED GRAV-     979,154.9   (mgal)                       NAVD 88
 AO0440
 AO0440  VERT ORDER  -  FIRST     CLASS II
 AO0440
 AO0440.The horizontal coordinates were scaled from a topographic map and have
 AO0440.an estimated accuracy of +/- 6 seconds.
 AO0440
 AO0440.The orthometric height was determined by differential leveling
 AO0440.and adjusted by the National Geodetic Survey in June 1991..
 AO0440
 AO0440.The geoid height was determined by GEOID03.
 AO0440
 AO0440.The dynamic height is computed by dividing the NAVD 88
 AO0440.geopotential number by the normal gravity value computed on the
 AO0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0440.degrees latitude (g = 980.6199 gals.).
 AO0440
 AO0440.The modeled gravity was interpolated from observed gravity values.
 AO0440
 AO0440;                    North         East    Units  Estimated Accuracy
 AO0440;SPC TXSC     - 4,089,970.      502,510.      MT  (+/- 180 meters Scaled)
 AO0440
 AO0440                          SUPERSEDED SURVEY CONTROL
 AO0440
 AO0440  NGVD 29 (??/??/92)  187.860  (m)          616.34   (f) ADJ UNCH    1 2
 AO0440
 AO0440.Superseded values are not recommended for survey control.
 AO0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0440.See file dsdata.txt to determine how the superseded data were derived.
 AO0440
 AO0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS025686(NAD 83)
 AO0440_MARKER: DB = BENCH MARK DISK
 AO0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0440_STAMPING: F 64 1919 ELEV 616.603 FT
 AO0440_MARK LOGO: CGS   
 AO0440_PROJECTION: FLUSH
 AO0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0440+STABILITY: SURFACE MOTION
 AO0440
 AO0440  HISTORY     - Date     Condition        Report By
 AO0440  HISTORY     - 1919     MONUMENTED       CGS
 AO0440  HISTORY     - 1957     GOOD             NGS
 AO0440  HISTORY     - 1982     GOOD             NGS
 AO0440
 AO0440                          STATION DESCRIPTION
 AO0440
 AO0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0440'13.0 MI NW FROM CARRIZO SPRINGS.
 AO0440'11.75 MILES NORTHWEST ALONG U.S. HIGHWAY 277 FROM THE SAN ANTONIO,
 AO0440'UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, THENCE 1.25 MILES
 AO0440'NORTHWEST ALONG FARM ROAD 393, 0.25 MILE SOUTHEAST OF THE DIMMIT AND
 AO0440'ZAVALA COUNTY LINE, 164 YARDS SOUTHEAST OF THE NORTHWEST END OF A
 AO0440'CURVE IN THE FARM ROAD, 191 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AO0440'FARM ROAD, 39 FEET SOUTHWEST OF THE CENTER LINE OF AN OLD RAILROAD
 AO0440'GRADE, 17.4 FEET NORTHEAST OF A POWER POLE, 4 FEET WEST OF A FENCE
 AO0440'CORNER, 2 FEET SOUTHWEST OF A FENCE, 1.7 FEET SOUTHEAST OF A WITNESS
 AO0440'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AO0440'THE GROUND.
 AO0440
 AO0440                          STATION RECOVERY (1982)
 AO0440
 AO0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0440'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0440'SPRINGS, THENCE 18.7 KM (11.6 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AO0440'THENCE 2.0 KM (1.25 MI) NORTHWEST ALONG FARM ROAD 393, 0.4 KM (0.25
 AO0440'MI) SOUTHEAST OF DIMMIT AND ZAVALA COUNTY LINE, 143.8 METERS
 AO0440'(472.0 FT) SOUTHEAST OF THE NORTHWEST END OF A CURVE IN THE FARM
 AO0440'ROAD, 58.2 METERS (191.0 FT) SOUTHWEST OF THE CENTERLINE OF THE FARM
 AO0440'ROAD, 6.7 METERS (22.0 FT) NORTHWEST OF CENTER OF TRACK ROAD LEADING
 AO0440'SOUTHWEST, 5.2 METERS (17.4 FT) NORTH NORTHEAST OF A POWER POLE,
 AO0440'1.2 METERS (4.0 FT) WEST OF A FENCE CORNER, AND 6.7 METERS (22.0 FT)
 AO0440'NORTHWEST OF THE CENTER OF A METAL GATE.
 AO0440'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AO0440'THE MARK IS ABOVE LEVEL WITH FARM ROAD 393.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0476 ***********************************************************************
 AW0476  DESIGNATION -  F 640
 AW0476  PID         -  AW0476
 AW0476  STATE/COUNTY-  TX/GALVESTON
 AW0476  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0476
 AW0476                         *CURRENT SURVEY CONTROL
 AW0476  ___________________________________________________________________
 AW0476* NAD 83(1986)-  29 20 12.     (N)    094 57 33.     (W)     SCALED    
 AW0476* NAVD 88     -         0.55   (+/-2cm)       1.8    (feet)  VERTCON   
 AW0476  ___________________________________________________________________
 AW0476  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW0476
 AW0476  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0476
 AW0476.The horizontal coordinates were scaled from a topographic map and have
 AW0476.an estimated accuracy of +/- 6 seconds.
 AW0476
 AW0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0476.The vertical order pertains to the NGVD 29 superseded value.
 AW0476
 AW0476.The geoid height was determined by GEOID03.
 AW0476
 AW0476;                    North         East    Units  Estimated Accuracy
 AW0476;SPC TXSC     - 4,173,390.      992,320.      MT  (+/- 180 meters Scaled)
 AW0476
 AW0476                          SUPERSEDED SURVEY CONTROL
 AW0476
 AW0476  NGVD 29 (??/??/92)    0.548  (m)            1.80   (f) ADJ UNCH    1 1
 AW0476
 AW0476.Superseded values are not recommended for survey control.
 AW0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0476.See file dsdata.txt to determine how the superseded data were derived.
 AW0476
 AW0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN097468(NAD 83)
 AW0476_MARKER: DB = BENCH MARK DISK
 AW0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0476_STAMPING: F 640 1942
 AW0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0476+STABILITY: SURFACE MOTION
 AW0476
 AW0476  HISTORY     - Date     Condition        Report By
 AW0476  HISTORY     - 1942     MONUMENTED       CGS
 AW0476  HISTORY     - 1973     GOOD             NGS
 AW0476  HISTORY     - 1978     GOOD             NGS
 AW0476  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0476  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0476  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0476  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0476  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0476  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0476  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0476  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0476  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0476  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 AW0476  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 AW0476  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 AW0476
 AW0476                          STATION DESCRIPTION
 AW0476
 AW0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0476'5.05 MI SW FROM TEXAS CITY.
 AW0476'2.1 MILES SOUTHWEST ALONG LOOP 197 (6TH STREET) FROM THE POST OFFICE
 AW0476'AT TEXAS CITY, THENCE 2.95 MILES SOUTHWEST ALONG THE TEXAS CITY
 AW0476'TERMINAL RAILROAD, 0.4 MILE NORTHEAST OF THE CROSSING OF STATE HIGHWAY
 AW0476'6, TWO TELEPHONE POLES SOUTHWEST OF A WOODEN TRESTLE OVER HIGHLAND
 AW0476'BAYOU, 48.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 43 1/2 FEET
 AW0476'NORTHWEST OF THE CENTER LINE OF A SHELL ROAD, 13 FEET NORTHEAST OF A
 AW0476'TELEPHONE POLE, 1.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET
 AW0476'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW0476'0.4 FOOT ABOVE THE GROUND.
 AW0476
 AW0476                          STATION RECOVERY (1978)
 AW0476
 AW0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0476'RECOVERED IN GOOD CONDITION.
 AW0476
 AW0476                          STATION RECOVERY (1987)
 AW0476
 AW0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0476'NOT RECOVERED, NO EVIDENCE OF THE MARK FOUND.
 AW0476
 AW0476                          STATION RECOVERY (1988)
 AW0476
 AW0476'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0476'MARK NOT FOUND.
 AW0476
 AW0476                          STATION RECOVERY (1988)
 AW0476
 AW0476'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0476'MARK NOT FOUND.
 AW0476
 AW0476                          STATION RECOVERY (1988)
 AW0476
 AW0476'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0476'MARK NOT FOUND.
 AW0476
 AW0476                          STATION RECOVERY (1988)
 AW0476
 AW0476'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW0476'MARK NOT FOUND.
 AW0476
 AW0476                          STATION RECOVERY (1988)
 AW0476
 AW0476'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0476'MARK NOT FOUND.
 AW0476
 AW0476                          STATION RECOVERY (1988)
 AW0476
 AW0476'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0476'MARK NOT FOUND.
 AW0476
 AW0476                          STATION RECOVERY (1988)
 AW0476
 AW0476'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0476'MARK NOT FOUND.
 AW0476
 AW0476                          STATION RECOVERY (1990)
 AW0476
 AW0476'RECOVERY NOTE BY US POWER SQUADRON 1990 (NGB)
 AW0476'MARK NOT FOUND.
 AW0476
 AW0476                          STATION RECOVERY (1999)
 AW0476
 AW0476'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0476'MARK NOT FOUND.
 AW0476
 AW0476                          STATION RECOVERY (2004)
 AW0476
 AW0476'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0476'MARK NOT FOUND.
 AW0476
 AW0476                          STATION RECOVERY (2005)
 AW0476
 AW0476'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0145 ***********************************************************************
 AE0145  DESIGNATION -  F 642
 AE0145  PID         -  AE0145
 AE0145  STATE/COUNTY-  TX/HIDALGO
 AE0145  USGS QUAD   -  LINN NW (1982)
 AE0145
 AE0145                         *CURRENT SURVEY CONTROL
 AE0145  ___________________________________________________________________
 AE0145* NAD 83(1986)-  26 41 48.     (N)    098 10 46.     (W)     SCALED    
 AE0145* NAVD 88     -        31.252  (meters)     102.53   (feet)  ADJUSTED  
 AE0145  ___________________________________________________________________
 AE0145  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AE0145  DYNAMIC HT  -          31.202 (meters)     102.37  (feet)  COMP
 AE0145  MODELED GRAV-     979,039.5   (mgal)                       NAVD 88
 AE0145
 AE0145  VERT ORDER  -  SECOND    CLASS 0
 AE0145
 AE0145.The horizontal coordinates were scaled from a topographic map and have
 AE0145.an estimated accuracy of +/- 6 seconds.
 AE0145
 AE0145.The orthometric height was determined by differential leveling
 AE0145.and adjusted by the National Geodetic Survey in June 1991..
 AE0145
 AE0145.The geoid height was determined by GEOID03.
 AE0145
 AE0145.The dynamic height is computed by dividing the NAVD 88
 AE0145.geopotential number by the normal gravity value computed on the
 AE0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0145.degrees latitude (g = 980.6199 gals.).
 AE0145
 AE0145.The modeled gravity was interpolated from observed gravity values.
 AE0145
 AE0145;                    North         East    Units  Estimated Accuracy
 AE0145;SPC TX S     - 5,114,160.      331,900.      MT  (+/- 180 meters Scaled)
 AE0145
 AE0145                          SUPERSEDED SURVEY CONTROL
 AE0145
 AE0145  NGVD 29 (??/??/92)   31.358  (m)          102.88   (f) ADJ UNCH    2 0
 AE0145
 AE0145.Superseded values are not recommended for survey control.
 AE0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0145.See file dsdata.txt to determine how the superseded data were derived.
 AE0145
 AE0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ816531(NAD 83)
 AE0145_MARKER: DB = BENCH MARK DISK
 AE0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0145_STAMPING: F 642 1942
 AE0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0145+STABILITY: SURFACE MOTION
 AE0145
 AE0145  HISTORY     - Date     Condition        Report By
 AE0145  HISTORY     - 1942     MONUMENTED       CGS
 AE0145
 AE0145                          STATION DESCRIPTION
 AE0145
 AE0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0145'2.1 MI W FROM DIX.
 AE0145'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT DIX-- PROCEED
 AE0145'2.1 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AE0145'BENCH MARK IS 48.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0145'CENTERLINE OF THE ROAD, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST
 AE0145'AND 1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0992 ***********************************************************************
 AE0992  DESIGNATION -  F 643
 AE0992  PID         -  AE0992
 AE0992  STATE/COUNTY-  TX/STARR
 AE0992  USGS QUAD   -  LA GLORIA SW (1993)
 AE0992
 AE0992                         *CURRENT SURVEY CONTROL
 AE0992  ___________________________________________________________________
 AE0992* NAD 83(1986)-  26 33 18.     (N)    098 39 03.     (W)     SCALED    
 AE0992* NAVD 88     -       126.942  (meters)     416.48   (feet)  ADJUSTED  
 AE0992  ___________________________________________________________________
 AE0992  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AE0992  DYNAMIC HT  -         126.732 (meters)     415.79  (feet)  COMP
 AE0992  MODELED GRAV-     978,990.6   (mgal)                       NAVD 88
 AE0992
 AE0992  VERT ORDER  -  SECOND    CLASS 0
 AE0992
 AE0992.The horizontal coordinates were scaled from a topographic map and have
 AE0992.an estimated accuracy of +/- 6 seconds.
 AE0992
 AE0992.The orthometric height was determined by differential leveling
 AE0992.and adjusted by the National Geodetic Survey in June 1991..
 AE0992
 AE0992.The geoid height was determined by GEOID03.
 AE0992
 AE0992.The dynamic height is computed by dividing the NAVD 88
 AE0992.geopotential number by the normal gravity value computed on the
 AE0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0992.degrees latitude (g = 980.6199 gals.).
 AE0992
 AE0992.The modeled gravity was interpolated from observed gravity values.
 AE0992
 AE0992;                    North         East    Units  Estimated Accuracy
 AE0992;SPC TX S     - 5,098,430.      284,970.      MT  (+/- 180 meters Scaled)
 AE0992
 AE0992                          SUPERSEDED SURVEY CONTROL
 AE0992
 AE0992  NGVD 29 (??/??/92)  127.003  (m)          416.68   (f) ADJ UNCH    2 0
 AE0992
 AE0992.Superseded values are not recommended for survey control.
 AE0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0992.See file dsdata.txt to determine how the superseded data were derived.
 AE0992
 AE0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ347371(NAD 83)
 AE0992_MARKER: DB = BENCH MARK DISK
 AE0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0992_STAMPING: F 643 1942
 AE0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0992+STABILITY: SURFACE MOTION
 AE0992
 AE0992  HISTORY     - Date     Condition        Report By
 AE0992  HISTORY     - 1942     MONUMENTED       CGS
 AE0992  HISTORY     - 1942     GOOD             NGS
 AE0992
 AE0992                          STATION DESCRIPTION
 AE0992
 AE0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0992'17.0 MI NE FROM RIO GRANDE CITY.
 AE0992'TO REACH FROM THE POST OFFICE AT RIO GRANDE CITY, PROCEED 16.4 MILES
 AE0992'NORTH ALONG THE HEBBRONVILLE ROAD TO THE INTERSECTION OF A DIRT ROAD
 AE0992'LEADING EAST, THENCE 0.6 MILE EAST ALONG DIRT ROAD TO SITE OF BENCH
 AE0992'MARK.  BENCH MARK IS ON THE EAST SLOPE OF A DIP IN THE ROAD, 5.0 FEET
 AE0992'NORTH OF A FENCE LINE.  IT IS 22.0 FEET NORTH OF AND ABOUT THE SAME
 AE0992'ELEVATION AS THE CENTERLINE OF ROAD.  MONUMENT IS 3.0 FEET EAST OF A
 AE0992'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0704 ***********************************************************************
 AE0704  DESIGNATION -  F 644
 AE0704  PID         -  AE0704
 AE0704  STATE/COUNTY-  TX/STARR
 AE0704  USGS QUAD   -  CAMP GARCIA (1980)
 AE0704
 AE0704                         *CURRENT SURVEY CONTROL
 AE0704  ___________________________________________________________________
 AE0704* NAD 83(1986)-  26 24 39.     (N)    098 33 30.     (W)     SCALED    
 AE0704* NAVD 88     -       109.297  (meters)     358.59   (feet)  ADJUSTED  
 AE0704  ___________________________________________________________________
 AE0704  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AE0704  DYNAMIC HT  -         109.116 (meters)     357.99  (feet)  COMP
 AE0704  MODELED GRAV-     978,994.8   (mgal)                       NAVD 88
 AE0704
 AE0704  VERT ORDER  -  SECOND    CLASS 0
 AE0704
 AE0704.The horizontal coordinates were scaled from a topographic map and have
 AE0704.an estimated accuracy of +/- 6 seconds.
 AE0704
 AE0704.The orthometric height was determined by differential leveling
 AE0704.and adjusted by the National Geodetic Survey in June 1991..
 AE0704
 AE0704.The geoid height was determined by GEOID03.
 AE0704
 AE0704.The dynamic height is computed by dividing the NAVD 88
 AE0704.geopotential number by the normal gravity value computed on the
 AE0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0704.degrees latitude (g = 980.6199 gals.).
 AE0704
 AE0704.The modeled gravity was interpolated from observed gravity values.
 AE0704
 AE0704;                    North         East    Units  Estimated Accuracy
 AE0704;SPC TX S     - 5,082,450.      294,180.      MT  (+/- 180 meters Scaled)
 AE0704
 AE0704                          SUPERSEDED SURVEY CONTROL
 AE0704
 AE0704  NGVD 29 (??/??/92)  109.369  (m)          358.82   (f) ADJ UNCH    2 0
 AE0704
 AE0704.Superseded values are not recommended for survey control.
 AE0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0704.See file dsdata.txt to determine how the superseded data were derived.
 AE0704
 AE0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ440212(NAD 83)
 AE0704_MARKER: DB = BENCH MARK DISK
 AE0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0704_STAMPING: F 644 1942
 AE0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0704+STABILITY: SURFACE MOTION
 AE0704
 AE0704  HISTORY     - Date     Condition        Report By
 AE0704  HISTORY     - 1942     MONUMENTED       CGS
 AE0704  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0704
 AE0704                          STATION DESCRIPTION
 AE0704
 AE0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0704'10.2 MI N FROM SULLIVAN CITY.
 AE0704'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.3 MILES
 AE0704'WESTERLY ALONG U.S. HIGHWAY NO. 83 TO INTERSECTION OF ROAD LEADING
 AE0704'NORTH.  THENCE, GO 8.9 MILES NORTHERLY ALONG DIRT ROAD TO THE SITE OF
 AE0704'THE BENCH MARK.  BENCH MARK IS 36.0 FEET WEST OF AND ABOUT 1.0 FOOT
 AE0704'ABOVE THE CENTERLINE OF THE ROAD, AND 2.0 FEET NORTH OF A 4X4-INCH
 AE0704'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0704
 AE0704                          STATION RECOVERY (1965)
 AE0704
 AE0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0013 ***********************************************************************
 AE0013  DESIGNATION -  F 645 RESET 1951
 AE0013  PID         -  AE0013
 AE0013  STATE/COUNTY-  TX/HIDALGO
 AE0013  USGS QUAD   -  BENTSEN RANCH (1972)
 AE0013
 AE0013                         *CURRENT SURVEY CONTROL
 AE0013  ___________________________________________________________________
 AE0013* NAD 83(1986)-  26 30 58.     (N)    098 23 08.     (W)     SCALED    
 AE0013* NAVD 88     -        97.97   (meters)     321.4    (feet)  RESET     
 AE0013  ___________________________________________________________________
 AE0013  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AE0013
 AE0013  VERT ORDER  -  THIRD
 AE0013
 AE0013.The horizontal coordinates were scaled from a topographic map and have
 AE0013.an estimated accuracy of +/- 6 seconds.
 AE0013
 AE0013.The orthometric height was computed from unverified reset data.
 AE0013
 AE0013.The geoid height was determined by GEOID03.
 AE0013
 AE0013;                    North         East    Units  Estimated Accuracy
 AE0013;SPC TX S     - 5,094,120.      311,410.      MT  (+/- 180 meters Scaled)
 AE0013
 AE0013                          SUPERSEDED SURVEY CONTROL
 AE0013
 AE0013.No superseded survey control is available for this station.
 AE0013
 AE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ612329(NAD 83)
 AE0013_MARKER: DD = SURVEY DISK
 AE0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0013_STAMPING: F 645 RESET 1951
 AE0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0013+STABILITY: SURFACE MOTION
 AE0013
 AE0013  HISTORY     - Date     Condition        Report By
 AE0013  HISTORY     - 1951     MONUMENTED       TXHD
 AE0013  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0013
 AE0013                          STATION DESCRIPTION
 AE0013
 AE0013'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AE0013'2.3 MI N FROM MCCOOK.
 AE0013'2.3 MILES ALONG FARM TO MARKET ROAD NO 681 FROM THE CROSSROADS AT
 AE0013'MCCOOK, HIDALGO COUNTY, ON THE EDGE OF A CULTIVATED FIELD, 39 FEET
 AE0013'WEST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE ROAD.
 AE0013'0.1 MILE NORTH OF A HIGH TENSION POLE ON THE WEST SIDE OF THE ROAD AND
 AE0013'DIRECTLY OPPOSITE A DRIVEWAY LEADING TO A FARM DWELLING.  A STANDARD
 AE0013'DISK STAMPED F 645 RESET 1951 SET IN THE TOP OF A CONCRETE POST
 AE0013'PROJECTING 4 INCHES ABOVE GROUND.
 AE0013
 AE0013                          STATION RECOVERY (1972)
 AE0013
 AE0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0514 ***********************************************************************
 AE0514  DESIGNATION -  F 646
 AE0514  PID         -  AE0514
 AE0514  STATE/COUNTY-  TX/HIDALGO
 AE0514  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0514
 AE0514                         *CURRENT SURVEY CONTROL
 AE0514  ___________________________________________________________________
 AE0514* NAD 83(1986)-  26 22 57.     (N)    098 17 50.     (W)     SCALED    
 AE0514* NAVD 88     -        55.205  (meters)     181.12   (feet)  ADJUSTED  
 AE0514  ___________________________________________________________________
 AE0514  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AE0514  DYNAMIC HT  -          55.114 (meters)     180.82  (feet)  COMP
 AE0514  MODELED GRAV-     979,008.8   (mgal)                       NAVD 88
 AE0514
 AE0514  VERT ORDER  -  SECOND    CLASS 0
 AE0514
 AE0514.The horizontal coordinates were scaled from a topographic map and have
 AE0514.an estimated accuracy of +/- 6 seconds.
 AE0514
 AE0514.The orthometric height was determined by differential leveling
 AE0514.and adjusted by the National Geodetic Survey in June 1991..
 AE0514
 AE0514.The geoid height was determined by GEOID03.
 AE0514
 AE0514.The dynamic height is computed by dividing the NAVD 88
 AE0514.geopotential number by the normal gravity value computed on the
 AE0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0514.degrees latitude (g = 980.6199 gals.).
 AE0514
 AE0514.The modeled gravity was interpolated from observed gravity values.
 AE0514
 AE0514;                    North         East    Units  Estimated Accuracy
 AE0514;SPC TX S     - 5,079,330.      320,230.      MT  (+/- 180 meters Scaled)
 AE0514
 AE0514                          SUPERSEDED SURVEY CONTROL
 AE0514
 AE0514  NGVD 29 (??/??/92)   55.300  (m)          181.43   (f) ADJ UNCH    2 0
 AE0514
 AE0514.Superseded values are not recommended for survey control.
 AE0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0514.See file dsdata.txt to determine how the superseded data were derived.
 AE0514
 AE0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ701182(NAD 83)
 AE0514_MARKER: DB = BENCH MARK DISK
 AE0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0514_STAMPING: F 646 1942
 AE0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0514+STABILITY: SURFACE MOTION
 AE0514
 AE0514  HISTORY     - Date     Condition        Report By
 AE0514  HISTORY     - 1942     MONUMENTED       CGS
 AE0514
 AE0514                          STATION DESCRIPTION
 AE0514
 AE0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0514'13.0 MI NW FROM EDINBURG.
 AE0514'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 7.0 MILES
 AE0514'WESTERLY ALONG STATE HIGHWAY NO. 107 TO INTERSECTION OF ROAD LEADING
 AE0514'WEST AT RIGHT ANGLE CURVE IN HIGHWAY.  THENCE, GO 2.5 MILES WESTERLY
 AE0514'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING NORTH ALONG THE
 AE0514'MISSOURI PACIFIC RAILROAD.  THENCE, GO 3.5 MILES NORTHERLY ALONG ROAD
 AE0514'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 43.0 FEET SOUTH OF THE
 AE0514'CENTERLINE OF ROAD LEADING TO GRAVEL PIT, 29.0 FEET WEST OF THE
 AE0514'CENTERLINE OF THE DIRT ROAD AND 29.0 FEET EAST OF AND ABOUT 1.0 FOOT
 AE0514'ABOVE THE CENTERLINE OF THE TRACKS.  IT IS 2.0 FEET NORTH OF A
 AE0514'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3126 ***********************************************************************
 AW3126  DESIGNATION -  F 649
 AW3126  PID         -  AW3126
 AW3126  STATE/COUNTY-  TX/LIBERTY
 AW3126  USGS QUAD   -  WHITES BAYOU (1994)
 AW3126
 AW3126                         *CURRENT SURVEY CONTROL
 AW3126  ___________________________________________________________________
 AW3126* NAD 83(1986)-  29 55 03.     (N)    094 36 50.     (W)     SCALED    
 AW3126* NAVD 88     -        12.38   (+/-2cm)      40.6    (feet)  VERTCON   
 AW3126  ___________________________________________________________________
 AW3126  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW3126  OBS GRAVITY -     979,295.7   (mgal)                       GRAV_OBS
 AW3126
 AW3126  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3126
 AW3126.The horizontal coordinates were scaled from a topographic map and have
 AW3126.an estimated accuracy of +/- 6 seconds.
 AW3126
 AW3126.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3126.The vertical order pertains to the NGVD 29 superseded value.
 AW3126
 AW3126.The geoid height was determined by GEOID03.
 AW3126.The observed gravity was obtained from relative gravimeter ties
 AW3126.to the IGSN71 gravity network.
 AW3126
 AW3126;                    North         East    Units  Estimated Accuracy
 AW3126;SPC TX C     - 3,042,000.    1,252,090.      MT  (+/- 180 meters Scaled)
 AW3126
 AW3126                          SUPERSEDED SURVEY CONTROL
 AW3126
 AW3126  NGVD 29 (??/??/92)   12.378  (m)           40.61   (f) ADJ UNCH    1 2
 AW3126
 AW3126.Superseded values are not recommended for survey control.
 AW3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3126.See file dsdata.txt to determine how the superseded data were derived.
 AW3126
 AW3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP442107(NAD 83)
 AW3126_MARKER: DB = BENCH MARK DISK
 AW3126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3126_SP_SET: CULVERT
 AW3126_STAMPING: F 649 1942
 AW3126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3126+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3126
 AW3126  HISTORY     - Date     Condition        Report By
 AW3126  HISTORY     - 1942     MONUMENTED       CGS
 AW3126  HISTORY     - 1973     GOOD             NGS
 AW3126  HISTORY     - 20060121 GOOD             USPSQD
 AW3126
 AW3126                          STATION DESCRIPTION
 AW3126
 AW3126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3126'4.15 MI N FROM HANKAMER.
 AW3126'ABOUT 4.15 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF
 AW3126'CHRIST AT HANKAMER, AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 34
 AW3126'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET SOUTH OF THE
 AW3126'CENTER LINE OF A GRAVEL ROAD, SET IN THE TOP OF AND CENTER OF THE
 AW3126'SOUTH HEADWALL OF A 3 X 4 FT. BOX CULVERT UNDER THE GRAVEL ROAD, AND 1
 AW3126'FOOT ABOVE THE LEVEL OF THE ROAD.
 AW3126
 AW3126                          STATION RECOVERY (2006)
 AW3126
 AW3126'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3126'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1189 ***********************************************************************
 AY1189  DESIGNATION -  F 651
 AY1189  PID         -  AY1189
 AY1189  STATE/COUNTY-  TX/BANDERA
 AY1189  USGS QUAD   -  SECO PASS (1964)
 AY1189
 AY1189                         *CURRENT SURVEY CONTROL
 AY1189  ___________________________________________________________________
 AY1189* NAD 83(1986)-  29 38 49.     (N)    099 29 16.     (W)     SCALED    
 AY1189* NAVD 88     -       444.319  (meters)    1457.74   (feet)  ADJUSTED  
 AY1189  ___________________________________________________________________
 AY1189  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AY1189  DYNAMIC HT  -         443.663 (meters)    1455.58  (feet)  COMP
 AY1189  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 AY1189
 AY1189  VERT ORDER  -  SECOND    CLASS 0
 AY1189
 AY1189.The horizontal coordinates were scaled from a topographic map and have
 AY1189.an estimated accuracy of +/- 6 seconds.
 AY1189
 AY1189.The orthometric height was determined by differential leveling
 AY1189.and adjusted by the National Geodetic Survey in June 1991..
 AY1189
 AY1189.The geoid height was determined by GEOID03.
 AY1189
 AY1189.The dynamic height is computed by dividing the NAVD 88
 AY1189.geopotential number by the normal gravity value computed on the
 AY1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1189.degrees latitude (g = 980.6199 gals.).
 AY1189
 AY1189.The modeled gravity was interpolated from observed gravity values.
 AY1189
 AY1189;                    North         East    Units  Estimated Accuracy
 AY1189;SPC TXSC     - 4,201,100.      552,780.      MT  (+/- 180 meters Scaled)
 AY1189
 AY1189                          SUPERSEDED SURVEY CONTROL
 AY1189
 AY1189  NGVD 29 (??/??/92)  444.205  (m)         1457.36   (f) ADJ UNCH    2 0
 AY1189
 AY1189.Superseded values are not recommended for survey control.
 AY1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1189.See file dsdata.txt to determine how the superseded data were derived.
 AY1189
 AY1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT527797(NAD 83)
 AY1189_MARKER: DB = BENCH MARK DISK
 AY1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1189_STAMPING: F 651 1953
 AY1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1189+STABILITY: SURFACE MOTION
 AY1189
 AY1189  HISTORY     - Date     Condition        Report By
 AY1189  HISTORY     - 1953     MONUMENTED       CGS
 AY1189  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 AY1189
 AY1189                          STATION DESCRIPTION
 AY1189
 AY1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1189'4.3 MI NE FROM UTOPIA.
 AY1189'2.25 MILES NORTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA,
 AY1189'THENCE 2.05 MILES EAST ALONG FARM ROAD 470, 0.15 MILE SOUTHWEST OF A
 AY1189'FARMHOUSE, 44 FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, 139
 AY1189'FEET NORTHWEST OF THE CENTER LINE OF THE PROPOSED ROAD, 6 FEET
 AY1189'SOUTHEAST OF A 10 INCH PECAN TREE, 3 FEET SOUTHEAST OF A FENCE, 2.4
 AY1189'FEET SOUTHWEST OF A WITNESS POST, 0.95 MILE SOUTHWEST OF BENCH MARK E
 AY1189'651, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AY1189'THE GROUND.
 AY1189
 AY1189                          STATION RECOVERY (1993)
 AY1189
 AY1189'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1139 ***********************************************************************
 AB1139  DESIGNATION -  F 652
 AB1139  PID         -  AB1139
 AB1139  STATE/COUNTY-  TX/HIDALGO
 AB1139  USGS QUAD   -  ANDREA RANCH (1982)
 AB1139
 AB1139                         *CURRENT SURVEY CONTROL
 AB1139  ___________________________________________________________________
 AB1139* NAD 83(1986)-  26 41 51.     (N)    097 57 57.     (W)     SCALED    
 AB1139* NAVD 88     -        13.596  (meters)      44.61   (feet)  ADJUSTED  
 AB1139  ___________________________________________________________________
 AB1139  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AB1139  DYNAMIC HT  -          13.574 (meters)      44.53  (feet)  COMP
 AB1139  MODELED GRAV-     979,051.5   (mgal)                       NAVD 88
 AB1139
 AB1139  VERT ORDER  -  SECOND    CLASS 0
 AB1139
 AB1139.The horizontal coordinates were scaled from a topographic map and have
 AB1139.an estimated accuracy of +/- 6 seconds.
 AB1139
 AB1139.The orthometric height was determined by differential leveling
 AB1139.and adjusted by the National Geodetic Survey in June 1991..
 AB1139
 AB1139.The geoid height was determined by GEOID03.
 AB1139
 AB1139.The dynamic height is computed by dividing the NAVD 88
 AB1139.geopotential number by the normal gravity value computed on the
 AB1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1139.degrees latitude (g = 980.6199 gals.).
 AB1139
 AB1139.The modeled gravity was interpolated from observed gravity values.
 AB1139
 AB1139;                    North         East    Units  Estimated Accuracy
 AB1139;SPC TX S     - 5,114,320.      353,160.      MT  (+/- 180 meters Scaled)
 AB1139
 AB1139                          SUPERSEDED SURVEY CONTROL
 AB1139
 AB1139  NGVD 29 (??/??/92)   13.691  (m)           44.92   (f) ADJ UNCH    2 0
 AB1139
 AB1139.Superseded values are not recommended for survey control.
 AB1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1139.See file dsdata.txt to determine how the superseded data were derived.
 AB1139
 AB1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ028533(NAD 83)
 AB1139_MARKER: DB = BENCH MARK DISK
 AB1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1139_STAMPING: F 652 1942
 AB1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1139+STABILITY: SURFACE MOTION
 AB1139
 AB1139  HISTORY     - Date     Condition        Report By
 AB1139  HISTORY     - 1942     MONUMENTED       CGS
 AB1139
 AB1139                          STATION DESCRIPTION
 AB1139
 AB1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1139'22.3 MI NW FROM RAYMONDVILLE.
 AB1139'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1139'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1139'NORTHERLY 2.5 MILES, THENCE WESTERLY 1. MILE, THENCE NORTHERLY 0.6
 AB1139'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 15. MILES TO THE
 AB1139'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 3. MILES SOUTHEAST OF
 AB1139'SANTA FE SCHOOL ALONG ROAD LEADING FROM THE LA TORDILLA RANCH.  IT IS
 AB1139'23. FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS RANCH ROAD, 12
 AB1139'FEET NORTHEAST OF A MESQUITE TREE AND NORTH OF A 4X4-INCH WOODEN
 AB1139'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0667 ***********************************************************************
 AB0667  DESIGNATION -  F 653
 AB0667  PID         -  AB0667
 AB0667  STATE/COUNTY-  TX/WILLACY
 AB0667  USGS QUAD   -  LASARA (1970)
 AB0667
 AB0667                         *CURRENT SURVEY CONTROL
 AB0667  ___________________________________________________________________
 AB0667* NAD 83(1986)-  26 28 46.     (N)    097 54 41.     (W)     SCALED    
 AB0667* NAVD 88     -        12.214  (meters)      40.07   (feet)  ADJUSTED  
 AB0667  ___________________________________________________________________
 AB0667  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AB0667  DYNAMIC HT  -          12.194 (meters)      40.01  (feet)  COMP
 AB0667  MODELED GRAV-     979,041.6   (mgal)                       NAVD 88
 AB0667
 AB0667  VERT ORDER  -  SECOND    CLASS 0
 AB0667
 AB0667.The horizontal coordinates were scaled from a topographic map and have
 AB0667.an estimated accuracy of +/- 6 seconds.
 AB0667
 AB0667.The orthometric height was determined by differential leveling
 AB0667.and adjusted by the National Geodetic Survey in June 1991..
 AB0667
 AB0667.The geoid height was determined by GEOID03.
 AB0667
 AB0667.The dynamic height is computed by dividing the NAVD 88
 AB0667.geopotential number by the normal gravity value computed on the
 AB0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0667.degrees latitude (g = 980.6199 gals.).
 AB0667
 AB0667.The modeled gravity was interpolated from observed gravity values.
 AB0667
 AB0667;                    North         East    Units  Estimated Accuracy
 AB0667;SPC TX S     - 5,090,190.      358,690.      MT  (+/- 180 meters Scaled)
 AB0667
 AB0667                          SUPERSEDED SURVEY CONTROL
 AB0667
 AB0667  NGVD 29 (??/??/92)   12.297  (m)           40.34   (f) ADJ UNCH    2 0
 AB0667
 AB0667.Superseded values are not recommended for survey control.
 AB0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0667.See file dsdata.txt to determine how the superseded data were derived.
 AB0667
 AB0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ085292(NAD 83)
 AB0667_MARKER: DB = BENCH MARK DISK
 AB0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0667_SP_SET: CULVERT
 AB0667_STAMPING: F 653 1942
 AB0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0667
 AB0667  HISTORY     - Date     Condition        Report By
 AB0667  HISTORY     - 1942     MONUMENTED       CGS
 AB0667  HISTORY     - 1987     GOOD             USPSQD
 AB0667
 AB0667                          STATION DESCRIPTION
 AB0667
 AB0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0667'7.6 MI W FROM RAYMONDVILLE.
 AB0667'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDSVILLE.
 AB0667'PROCEED 7.8 (STADIA) MILES WESTERLY ALONG STATE HIGHWAY NO. 186 TO
 AB0667'SITE OF BENCH MARK. BENCH MARK IS SET HORIZONTALLY IN CENTER OF SOUTH
 AB0667'HEADWALL OF CONCRETE CULVERT ALONG THE HIGHWAY, ABOUT 0.1 MILE WEST OF
 AB0667'HUMBLE SERVICE STATION AT INTERSECTION OF PAVED ROAD LEADING SOUTH TO
 AB0667'LASARA FROM STATE HIGHWAY NO. 186.
 AB0667
 AB0667                          STATION RECOVERY (1987)
 AB0667
 AB0667'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0676 ***********************************************************************
 AB0676  DESIGNATION -  F 654
 AB0676  PID         -  AB0676
 AB0676  STATE/COUNTY-  TX/HIDALGO
 AB0676  USGS QUAD   -  LASARA (1970)
 AB0676
 AB0676                         *CURRENT SURVEY CONTROL
 AB0676  ___________________________________________________________________
 AB0676* NAD 83(1986)-  26 25 43.     (N)    097 52 41.     (W)     SCALED    
 AB0676* NAVD 88     -        12.152  (meters)      39.87   (feet)  ADJUSTED  
 AB0676  ___________________________________________________________________
 AB0676  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AB0676  DYNAMIC HT  -          12.132 (meters)      39.80  (feet)  COMP
 AB0676  MODELED GRAV-     979,039.6   (mgal)                       NAVD 88
 AB0676
 AB0676  VERT ORDER  -  SECOND    CLASS 0
 AB0676
 AB0676.The horizontal coordinates were scaled from a topographic map and have
 AB0676.an estimated accuracy of +/- 6 seconds.
 AB0676
 AB0676.The orthometric height was determined by differential leveling
 AB0676.and adjusted by the National Geodetic Survey in June 1991..
 AB0676
 AB0676.The geoid height was determined by GEOID03.
 AB0676
 AB0676.The dynamic height is computed by dividing the NAVD 88
 AB0676.geopotential number by the normal gravity value computed on the
 AB0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0676.degrees latitude (g = 980.6199 gals.).
 AB0676
 AB0676.The modeled gravity was interpolated from observed gravity values.
 AB0676
 AB0676;                    North         East    Units  Estimated Accuracy
 AB0676;SPC TX S     - 5,084,570.      362,040.      MT  (+/- 180 meters Scaled)
 AB0676
 AB0676                          SUPERSEDED SURVEY CONTROL
 AB0676
 AB0676  NGVD 29 (??/??/92)   12.230  (m)           40.12   (f) ADJ UNCH    2 0
 AB0676
 AB0676.Superseded values are not recommended for survey control.
 AB0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0676.See file dsdata.txt to determine how the superseded data were derived.
 AB0676
 AB0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ118236(NAD 83)
 AB0676_MARKER: DB = BENCH MARK DISK
 AB0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0676_STAMPING: F 654 1942
 AB0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0676+STABILITY: SURFACE MOTION
 AB0676
 AB0676  HISTORY     - Date     Condition        Report By
 AB0676  HISTORY     - 1942     MONUMENTED       CGS
 AB0676  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0676
 AB0676                          STATION DESCRIPTION
 AB0676
 AB0676'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0676'5.7 MI W FROM RAYMONDVILLE.
 AB0676'IN HIDALGO COUNTY, ABOUT 5.7 MILES WEST ALONG STATE HIGHWAY 186 FROM
 AB0676'THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE, WILLACY COUNTY,
 AB0676'THENCE ABOUT 1.0 MILE SOUTH ALONG A FENCE LINE, AND THENCE ABOUT 2.6
 AB0676'MILES SOUTH ALONG A GRADED DIRT ROAD.  ABOUT 0.5 MILE SOUTH OF THE
 AB0676'WILLACY-HIDALGO COUNTY LINE, AT THE NORTHWEST CORNER OF A CULTIVATED
 AB0676'FIELD, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 14.4 FEET SOUTH OF
 AB0676'A FENCE LEADING EAST, 3 FEET EAST OF THE ROAD FENCE, 3 FEET EAST OF A
 AB0676'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD. A STANDARD
 AB0676'DISK, STAMPED F 654 1942 AND SET IN THE TOP OF A CONCRETE POST
 AB0676'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0681 ***********************************************************************
 AB0681  DESIGNATION -  F 655
 AB0681  PID         -  AB0681
 AB0681  STATE/COUNTY-  TX/WILLACY
 AB0681  USGS QUAD   -  SANTA ROSA (1982)
 AB0681
 AB0681                         *CURRENT SURVEY CONTROL
 AB0681  ___________________________________________________________________
 AB0681* NAD 83(1986)-  26 22 21.     (N)    097 50 31.     (W)     SCALED    
 AB0681* NAVD 88     -        12.298  (meters)      40.35   (feet)  ADJUSTED  
 AB0681  ___________________________________________________________________
 AB0681  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AB0681  DYNAMIC HT  -          12.278 (meters)      40.28  (feet)  COMP
 AB0681  MODELED GRAV-     979,038.3   (mgal)                       NAVD 88
 AB0681
 AB0681  VERT ORDER  -  SECOND    CLASS 0
 AB0681
 AB0681.The horizontal coordinates were scaled from a topographic map and have
 AB0681.an estimated accuracy of +/- 6 seconds.
 AB0681
 AB0681.The orthometric height was determined by differential leveling
 AB0681.and adjusted by the National Geodetic Survey in June 1991..
 AB0681
 AB0681.The geoid height was determined by GEOID03.
 AB0681
 AB0681.The dynamic height is computed by dividing the NAVD 88
 AB0681.geopotential number by the normal gravity value computed on the
 AB0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0681.degrees latitude (g = 980.6199 gals.).
 AB0681
 AB0681.The modeled gravity was interpolated from observed gravity values.
 AB0681
 AB0681;                    North         East    Units  Estimated Accuracy
 AB0681;SPC TX S     - 5,078,370.      365,670.      MT  (+/- 180 meters Scaled)
 AB0681
 AB0681                          SUPERSEDED SURVEY CONTROL
 AB0681
 AB0681  NGVD 29 (??/??/92)   12.372  (m)           40.59   (f) ADJ UNCH    2 0
 AB0681
 AB0681.Superseded values are not recommended for survey control.
 AB0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0681.See file dsdata.txt to determine how the superseded data were derived.
 AB0681
 AB0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ155174(NAD 83)
 AB0681_MARKER: DB = BENCH MARK DISK
 AB0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0681_STAMPING: F 655 1942
 AB0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0681+STABILITY: SURFACE MOTION
 AB0681
 AB0681  HISTORY     - Date     Condition        Report By
 AB0681  HISTORY     - 1942     MONUMENTED       CGS
 AB0681  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0681  HISTORY     - 1956     GOOD             USGS
 AB0681
 AB0681                          STATION DESCRIPTION
 AB0681
 AB0681'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0681'MARK NOT FOUND.
 AB0681
 AB0681                          STATION RECOVERY (1956)
 AB0681
 AB0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0681'2.5 MI S FROM LYFORD.
 AB0681'2.5 MILES SOUTH ALONG STATE HIGHWAY 96 FROM THE MISSOURI PACIFIC
 AB0681'RAILROAD STATION AT LYFORD, WILLACY COUNTY, THENCE ABOUT 3.3 MILES
 AB0681'WEST ALONG A GRADED DIRT ROAD.  ABOUT 0.4 MILE WEST OF AN OFFSET IN
 AB0681'THE ROAD, ABOUT 0.5 MILE EAST OF A SMALL FRAME FARMHOUSE, IN A
 AB0681'CULTIVATED FIELD, 14 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET
 AB0681'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN THE
 AB0681'ROAD.  A STANDARD DISK, STAMPED F 655 1942 AND SET IN THE TOP OF A
 AB0681'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0402 ***********************************************************************
 AE0402  DESIGNATION -  F 656
 AE0402  PID         -  AE0402
 AE0402  STATE/COUNTY-  TX/HIDALGO
 AE0402  USGS QUAD   -  DONNA (1983)
 AE0402
 AE0402                         *CURRENT SURVEY CONTROL
 AE0402  ___________________________________________________________________
 AE0402* NAD 83(1986)-  26 11 00.     (N)    098 02 58.     (W)     SCALED    
 AE0402* NAVD 88     -        27.220  (meters)      89.30   (feet)  ADJUSTED  
 AE0402  ___________________________________________________________________
 AE0402  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AE0402  DYNAMIC HT  -          27.175 (meters)      89.16  (feet)  COMP
 AE0402  MODELED GRAV-     979,002.9   (mgal)                       NAVD 88
 AE0402
 AE0402  VERT ORDER  -  FIRST     CLASS II
 AE0402
 AE0402.The horizontal coordinates were scaled from a topographic map and have
 AE0402.an estimated accuracy of +/- 6 seconds.
 AE0402
 AE0402.The orthometric height was determined by differential leveling
 AE0402.and adjusted by the National Geodetic Survey in June 1991..
 AE0402
 AE0402.The geoid height was determined by GEOID03.
 AE0402
 AE0402.The dynamic height is computed by dividing the NAVD 88
 AE0402.geopotential number by the normal gravity value computed on the
 AE0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0402.degrees latitude (g = 980.6199 gals.).
 AE0402
 AE0402.The modeled gravity was interpolated from observed gravity values.
 AE0402
 AE0402;                    North         East    Units  Estimated Accuracy
 AE0402;SPC TX S     - 5,057,320.      345,040.      MT  (+/- 180 meters Scaled)
 AE0402
 AE0402                          SUPERSEDED SURVEY CONTROL
 AE0402
 AE0402  NGVD 29 (??/??/92)   27.334  (m)           89.68   (f) ADJ UNCH    1 2
 AE0402
 AE0402.Superseded values are not recommended for survey control.
 AE0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0402.See file dsdata.txt to determine how the superseded data were derived.
 AE0402
 AE0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP949963(NAD 83)
 AE0402_MARKER: DB = BENCH MARK DISK
 AE0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0402_STAMPING: F 656 1942
 AE0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0402+STABILITY: SURFACE MOTION
 AE0402
 AE0402  HISTORY     - Date     Condition        Report By
 AE0402  HISTORY     - 1942     MONUMENTED       CGS
 AE0402  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0402
 AE0402                          STATION DESCRIPTION
 AE0402
 AE0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0402'1.2 MI N FROM DONNA.
 AE0402'TO REACH FROM THE U.S. POST OFFICE AT DONNA-- PROCEED 3. BLOCKS EAST
 AE0402'TO SEVENTH STREET, THENCE NORTHERLY 1. MILE ALONG PAVED ROAD LEADING
 AE0402'TO LA BLANCA TO THE SITE OF THE BENCH MARK.  BENCH MARK IS IN
 AE0402'SOUTHEAST CORNER OF SMALL PASTURE AND 22.6 FEET SOUTH WEST OF
 AE0402'TELEPHONE.  IT IS 95. FEET NORTH EAST OF FRAME FARM HOUSE, 32.8 FEET
 AE0402'WEST OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF PAVEMENT AND 3.
 AE0402'FEET SOUTH OF A 4X4 WOODEN MARKER POST.  THEMONUMENT PROJECTS 0.5
 AE0402'FOOT.
 AE0402
 AE0402                          STATION RECOVERY (1981)
 AE0402
 AE0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0402'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0430 ***********************************************************************
 AE0430  DESIGNATION -  F 657
 AE0430  PID         -  AE0430
 AE0430  STATE/COUNTY-  TX/HIDALGO
 AE0430  USGS QUAD   -  LA BLANCA (1982)
 AE0430
 AE0430                         *CURRENT SURVEY CONTROL
 AE0430  ___________________________________________________________________
 AE0430* NAD 83(1986)-  26 17 47.     (N)    098 03 01.     (W)     SCALED    
 AE0430* NAVD 88     -        19.581  (meters)      64.24   (feet)  ADJUSTED  
 AE0430  ___________________________________________________________________
 AE0430  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AE0430  DYNAMIC HT  -          19.548 (meters)      64.13  (feet)  COMP
 AE0430  MODELED GRAV-     979,010.2   (mgal)                       NAVD 88
 AE0430
 AE0430  VERT ORDER  -  SECOND    CLASS 0
 AE0430
 AE0430.The horizontal coordinates were scaled from a topographic map and have
 AE0430.an estimated accuracy of +/- 6 seconds.
 AE0430
 AE0430.The orthometric height was determined by differential leveling
 AE0430.and adjusted by the National Geodetic Survey in June 1991..
 AE0430
 AE0430.The geoid height was determined by GEOID03.
 AE0430
 AE0430.The dynamic height is computed by dividing the NAVD 88
 AE0430.geopotential number by the normal gravity value computed on the
 AE0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0430.degrees latitude (g = 980.6199 gals.).
 AE0430
 AE0430.The modeled gravity was interpolated from observed gravity values.
 AE0430
 AE0430;                    North         East    Units  Estimated Accuracy
 AE0430;SPC TX S     - 5,069,850.      344,910.      MT  (+/- 180 meters Scaled)
 AE0430
 AE0430                          SUPERSEDED SURVEY CONTROL
 AE0430
 AE0430  NGVD 29 (??/??/92)   19.691  (m)           64.60   (f) ADJ UNCH    2 0
 AE0430
 AE0430.Superseded values are not recommended for survey control.
 AE0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0430.See file dsdata.txt to determine how the superseded data were derived.
 AE0430
 AE0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ948088(NAD 83)
 AE0430_MARKER: DB = BENCH MARK DISK
 AE0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0430_STAMPING: F 657 1942
 AE0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0430+STABILITY: SURFACE MOTION
 AE0430
 AE0430  HISTORY     - Date     Condition        Report By
 AE0430  HISTORY     - 1942     MONUMENTED       CGS
 AE0430  HISTORY     - 1961     MARK NOT FOUND   NGS
 AE0430  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AE0430
 AE0430                          STATION DESCRIPTION
 AE0430
 AE0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0430'5.5 MI W FROM ED COUCH.
 AE0430'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ED COUCH.
 AE0430'PROCEED 5.5 MILES WESTERLY ALONG RAILROAD TRACKS TO SITE OF BENCH
 AE0430'MARK.  BENCH MARK IS 11.0 FEET NORTHEAST OF THE FIFTH POLE EAST OF
 AE0430'MILE POST 150, 41.0 FEET SOUTH OF AND ABOUT 3.0 FEET BELOW THE
 AE0430'CENTERLINE OF THE RAILROAD, 43 FEET WEST OF CENTERLINE OF A
 AE0430'NORTH-SOUTH ROAD CROSSING, AND 2.5 FEET WEST OF A 4X4-INCH WOODEN
 AE0430'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.  NOTE-- 0.9 MILES WEST OF
 AE0430'THE STATION AT LABLANCA.
 AE0430
 AE0430                          STATION RECOVERY (1961)
 AE0430
 AE0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AE0430'MARK NOT FOUND.
 AE0430
 AE0430                          STATION RECOVERY (2004)
 AE0430
 AE0430'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE0430'NOT FOUND.  RAIL ROAD HAS BEEN ABANDONED AND TRACKS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0698 ***********************************************************************
 AB0698  DESIGNATION -  F 658
 AB0698  PID         -  AB0698
 AB0698  STATE/COUNTY-  TX/HIDALGO
 AB0698  USGS QUAD   -  EDCOUCH (1980)
 AB0698
 AB0698                         *CURRENT SURVEY CONTROL
 AB0698  ___________________________________________________________________
 AB0698* NAD 83(1986)-  26 18 53.     (N)    097 52 47.     (W)     SCALED    
 AB0698* NAVD 88     -        15.452  (meters)      50.70   (feet)  ADJUSTED  
 AB0698  ___________________________________________________________________
 AB0698  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AB0698  DYNAMIC HT  -          15.427 (meters)      50.61  (feet)  COMP
 AB0698  MODELED GRAV-     979,032.8   (mgal)                       NAVD 88
 AB0698
 AB0698  VERT ORDER  -  SECOND    CLASS 0
 AB0698
 AB0698.The horizontal coordinates were scaled from a topographic map and have
 AB0698.an estimated accuracy of +/- 6 seconds.
 AB0698
 AB0698.The orthometric height was determined by differential leveling
 AB0698.and adjusted by the National Geodetic Survey in June 1991..
 AB0698
 AB0698.The geoid height was determined by GEOID03.
 AB0698
 AB0698.The dynamic height is computed by dividing the NAVD 88
 AB0698.geopotential number by the normal gravity value computed on the
 AB0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0698.degrees latitude (g = 980.6199 gals.).
 AB0698
 AB0698.The modeled gravity was interpolated from observed gravity values.
 AB0698
 AB0698;                    North         East    Units  Estimated Accuracy
 AB0698;SPC TX S     - 5,071,950.      361,930.      MT  (+/- 180 meters Scaled)
 AB0698
 AB0698                          SUPERSEDED SURVEY CONTROL
 AB0698
 AB0698  NGVD 29 (??/??/92)   15.544  (m)           51.00   (f) ADJ UNCH    2 0
 AB0698
 AB0698.Superseded values are not recommended for survey control.
 AB0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0698.See file dsdata.txt to determine how the superseded data were derived.
 AB0698
 AB0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ118110(NAD 83)
 AB0698_MARKER: DB = BENCH MARK DISK
 AB0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0698_STAMPING: F 658 1942
 AB0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0698+STABILITY: SURFACE MOTION
 AB0698
 AB0698  HISTORY     - Date     Condition        Report By
 AB0698  HISTORY     - 1942     MONUMENTED       CGS
 AB0698  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0698
 AB0698                          STATION DESCRIPTION
 AB0698
 AB0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0698'3.6 MI NW FROM SANTA ROSA.
 AB0698'3.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AB0698'STATION AT SANTA ROSA, HIDALGO COUNTY, THENCE ABOUT 2.5 MILES NORTH
 AB0698'ALONG A RANCH ROAD.  ABOUT 12.0 MILES SOUTHWEST BY ROAD FROM LYFORD,
 AB0698'AT A CROSSROADS, 42 FEET SOUTH OF EIGHTEEN MILE ROAD, 60 FEET WEST OF
 AB0698'A WINDMILL AND WATER-SUPPLY TANK, 1 FOOT SOUTH OF A LEVEE FENCE, 3
 AB0698'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH
 AB0698'EIGHTEEN MILE ROAD.  A STANDARD DISK, STAMPED F 658 1942 AND SET IN
 AB0698'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AB0698
 AB0698                          STATION RECOVERY (1987)
 AB0698
 AB0698'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2002 ***********************************************************************
 AW2002  DESIGNATION -  F 659
 AW2002  PID         -  AW2002
 AW2002  STATE/COUNTY-  TX/HARRIS
 AW2002  USGS QUAD   -  HIGHLANDS (1995)
 AW2002
 AW2002                         *CURRENT SURVEY CONTROL
 AW2002  ___________________________________________________________________
 AW2002* NAD 83(1986)-  29 46 38.     (N)    095 03 51.     (W)     SCALED    
 AW2002* NAVD 88     -         1.61   (+/-2cm)       5.3    (feet)  VERTCON   
 AW2002  ___________________________________________________________________
 AW2002  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW2002
 AW2002  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2002
 AW2002.The horizontal coordinates were scaled from a topographic map and have
 AW2002.an estimated accuracy of +/- 6 seconds.
 AW2002
 AW2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2002.The vertical order pertains to the NGVD 29 superseded value.
 AW2002
 AW2002.The geoid height was determined by GEOID03.
 AW2002
 AW2002;                    North         East    Units  Estimated Accuracy
 AW2002;SPC TXSC     - 4,221,840.      980,490.      MT  (+/- 180 meters Scaled)
 AW2002
 AW2002                          SUPERSEDED SURVEY CONTROL
 AW2002
 AW2002  NGVD 29 (??/??/92)    1.611  (m)            5.29   (f) ADJ UNCH    1 2
 AW2002
 AW2002.Superseded values are not recommended for survey control.
 AW2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2002.See file dsdata.txt to determine how the superseded data were derived.
 AW2002
 AW2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN004958(NAD 83)
 AW2002_MARKER: DB = BENCH MARK DISK
 AW2002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2002_SP_SET: BRIDGE
 AW2002_STAMPING: F 659 1942
 AW2002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2002
 AW2002  HISTORY     - Date     Condition        Report By
 AW2002  HISTORY     - 1942     MONUMENTED       CGS
 AW2002  HISTORY     - 1959     GOOD             NGS
 AW2002  HISTORY     - 1963     MARK NOT FOUND   NGS
 AW2002  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2002  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW2002  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW2002
 AW2002                          STATION DESCRIPTION
 AW2002
 AW2002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2002'1.35 MI NE FROM LYNCHBURG.
 AW2002'ABOUT 1.35 MILES NORTHEAST ALONG THE CROSBY-LYNCHBURG ROAD FROM THE
 AW2002'NORTH FERRY LANDING AT LYNCHBURG, 20 1/2 FEET SOUTHEAST OF THE CENTER
 AW2002'LINE OF THE ROAD, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 AW2002'CONCRETE HEAD WALL OF A SMALL CULVERT, ABOUT 0.6 MILE NORTH OF A
 AW2002'PUMPING STATION AND A GROUP OF OIL TANKS, ABOUT 0.4 MILE NORTH OF A
 AW2002'CONCRETE BRIDGE, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 AW2002'NOTE-- THE END OF THE HEADWALL AT THE DESCRIBED LOCATION HAS BEEN
 AW2002'BROKEN OFF AND THE BOTTOM PORTION OF A HOLE WHERE THE SHANK OF THE
 AW2002'MARK SHOULD BE IS STILL VISIBLE.
 AW2002
 AW2002                          STATION RECOVERY (1963)
 AW2002
 AW2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW2002'MARK NOT FOUND.
 AW2002
 AW2002                          STATION RECOVERY (1978)
 AW2002
 AW2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2002'NOT RECOVERED.  NOTE=HEADWALL NOW UNDER PAVEMENT.
 AW2002
 AW2002                          STATION RECOVERY (1997)
 AW2002
 AW2002'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2002'MARK NOT FOUND.
 AW2002
 AW2002                          STATION RECOVERY (2004)
 AW2002
 AW2002'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0006 ***********************************************************************
 BZ0006  DESIGNATION -  F 66
 BZ0006  PID         -  BZ0006
 BZ0006  STATE/COUNTY-  TX/LIMESTONE
 BZ0006  USGS QUAD   -  MEXIA (1982)
 BZ0006
 BZ0006                         *CURRENT SURVEY CONTROL
 BZ0006  ___________________________________________________________________
 BZ0006* NAD 83(1986)-  31 39 29.     (N)    096 28 59.     (W)     SCALED    
 BZ0006* NAVD 88     -       146.889  (meters)     481.92   (feet)  ADJUSTED  
 BZ0006  ___________________________________________________________________
 BZ0006  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ0006  DYNAMIC HT  -         146.713 (meters)     481.34  (feet)  COMP
 BZ0006  MODELED GRAV-     979,439.3   (mgal)                       NAVD 88
 BZ0006
 BZ0006  VERT ORDER  -  FIRST     CLASS II
 BZ0006
 BZ0006.The horizontal coordinates were scaled from a topographic map and have
 BZ0006.an estimated accuracy of +/- 6 seconds.
 BZ0006
 BZ0006.The orthometric height was determined by differential leveling
 BZ0006.and adjusted by the National Geodetic Survey in June 1991..
 BZ0006
 BZ0006.The geoid height was determined by GEOID03.
 BZ0006
 BZ0006.The dynamic height is computed by dividing the NAVD 88
 BZ0006.geopotential number by the normal gravity value computed on the
 BZ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0006.degrees latitude (g = 980.6199 gals.).
 BZ0006
 BZ0006.The modeled gravity was interpolated from observed gravity values.
 BZ0006
 BZ0006;                    North         East    Units  Estimated Accuracy
 BZ0006;SPC TX C     - 3,227,080.    1,065,080.      MT  (+/- 180 meters Scaled)
 BZ0006
 BZ0006                          SUPERSEDED SURVEY CONTROL
 BZ0006
 BZ0006  NGVD 29 (??/??/92)  146.868  (m)          481.85   (f) ADJ UNCH    1 2
 BZ0006
 BZ0006.Superseded values are not recommended for survey control.
 BZ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0006.See file dsdata.txt to determine how the superseded data were derived.
 BZ0006
 BZ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA386052(NAD 83)
 BZ0006_MARKER: Z = SEE DESCRIPTION
 BZ0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0006_SP_SET: CULVERT
 BZ0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0006
 BZ0006  HISTORY     - Date     Condition        Report By
 BZ0006  HISTORY     - UNK      MONUMENTED       CGS
 BZ0006  HISTORY     - 1948     GOOD             NGS
 BZ0006  HISTORY     - 1963     POOR             USGS
 BZ0006
 BZ0006                          STATION DESCRIPTION
 BZ0006
 BZ0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0006'1.5 MI S FROM MEXIA.
 BZ0006'1.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 BZ0006'AT MEXIA, 597.0 FEET SOUTH OF THE CENTER OF THE CROSSING OF THE
 BZ0006'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 441.0 FEET SOUTH OF CULVERT
 BZ0006'179.58, 25.0 FEET EAST OF THE EAST RAIL, ON THE TOP OF THE SOUTHWEST
 BZ0006'CORNER OF A LONG CONCRETE RETAINING WALL WHICH IS ALONG THE EAST SIDE
 BZ0006'OF A RAILROAD FILL.  NOTE-- WALL TILTED.
 BZ0006
 BZ0006                          STATION RECOVERY (1963)
 BZ0006
 BZ0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0006'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1514 ***********************************************************************
 AW1514  DESIGNATION -  F 660 RESET
 AW1514  PID         -  AW1514
 AW1514  STATE/COUNTY-  TX/HARRIS
 AW1514  USGS QUAD   -  MORGANS POINT (1993)
 AW1514
 AW1514                         *CURRENT SURVEY CONTROL
 AW1514  ___________________________________________________________________
 AW1514* NAD 83(1986)-  29 42 58.     (N)    094 57 13.     (W)     SCALED    
 AW1514* NAVD 88     -         4.250  (meters)      13.94   (feet)  ADJUSTED  
 AW1514  ___________________________________________________________________
 AW1514  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1514  DYNAMIC HT  -           4.244 (meters)      13.92  (feet)  COMP
 AW1514  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW1514  OBS GRAVITY -     979,284.2   (mgal)                       GRAV_OBS
 AW1514
 AW1514  VERT ORDER  -  FIRST     CLASS II
 AW1514
 AW1514.The horizontal coordinates were scaled from a topographic map and have
 AW1514.an estimated accuracy of +/- 6 seconds.
 AW1514
 AW1514.The orthometric height was determined by differential leveling
 AW1514.and adjusted by the National Geodetic Survey in June 1991..
 AW1514
 AW1514.The geoid height was determined by GEOID03.
 AW1514
 AW1514.The dynamic height is computed by dividing the NAVD 88
 AW1514.geopotential number by the normal gravity value computed on the
 AW1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1514.degrees latitude (g = 980.6199 gals.).
 AW1514
 AW1514.The modeled gravity was interpolated from observed gravity values.
 AW1514.The observed gravity was obtained from relative gravimeter ties
 AW1514.to the IGSN71 gravity network.
 AW1514
 AW1514;                    North         East    Units  Estimated Accuracy
 AW1514;SPC TXSC     - 4,215,440.      991,400.      MT  (+/- 180 meters Scaled)
 AW1514
 AW1514                          SUPERSEDED SURVEY CONTROL
 AW1514
 AW1514  NGVD 29 (12/23/87)    4.247  (m)           13.93   (f) ADJUSTED    1 2
 AW1514
 AW1514.Superseded values are not recommended for survey control.
 AW1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1514.See file dsdata.txt to determine how the superseded data were derived.
 AW1514
 AW1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN110889(NAD 83)
 AW1514_MARKER: DB = BENCH MARK DISK
 AW1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1514_SP_SET: CONCRETE POST
 AW1514_STAMPING: F 660 1942 RESET 1954
 AW1514_MARK LOGO: CGS   
 AW1514_PROJECTION: PROJECTING 10 CENTIMETERS
 AW1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1514+STABILITY: SURFACE MOTION
 AW1514
 AW1514  HISTORY     - Date     Condition        Report By
 AW1514  HISTORY     - 1954     MONUMENTED       CGS
 AW1514  HISTORY     - 1973     GOOD             NGS
 AW1514  HISTORY     - 1978     GOOD             NGS
 AW1514  HISTORY     - 1978     GOOD             DOD
 AW1514  HISTORY     - 1987     GOOD             NGS
 AW1514  HISTORY     - 1989     GOOD             USPSQD
 AW1514  HISTORY     - 1989     GOOD             USPSQD
 AW1514  HISTORY     - 1989     GOOD             USPSQD
 AW1514  HISTORY     - 19940219 GOOD             USPSQD
 AW1514  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1514
 AW1514                          STATION DESCRIPTION
 AW1514
 AW1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1514'1.85 MI SE FROM BAYTOWN.
 AW1514'ABOUT 1 BLOCK SOUTH ALONG NORTH GAILLARD ST. FROM THE POST OFFICE AT
 AW1514'BAYTOWN, THENCE 0.8 MILE SOUTHEAST ALONG TRI-CITY BEACH RD., ABOUT 147
 AW1514'YARDS (P) SOUTH OF THE CENTER OF THE CROSSING WITH U.S. STEEL CORP.
 AW1514'RAILROAD, 145 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 AW1514'CONCRETE BRIDGE OVER PINE GULLEY, 77 1/2 FEET SOUTH OF A POWER POLE,
 AW1514'41 FEET EAST OF THE CENTER LINE OF TRI-CITY RD., 1 FOOT EAST OF A
 AW1514'FENCE, 1.6 FEET EAST OF A WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE
 AW1514'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 AW1514'INCHES.
 AW1514
 AW1514                          STATION RECOVERY (1978)
 AW1514
 AW1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1514'RECOVERED IN GOOD CONDITION.
 AW1514
 AW1514                          STATION RECOVERY (1978)
 AW1514
 AW1514'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1514'RECOVERED IN GOOD CONDITION.
 AW1514
 AW1514                          STATION RECOVERY (1987)
 AW1514
 AW1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1514'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO ADD
 AW1514'CODE 40 AND 43.
 AW1514'THE MARK IS 0.33 METERS  SW FROM  A WITNESS POST
 AW1514
 AW1514                          STATION RECOVERY (1989)
 AW1514
 AW1514'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1514'RECOVERED IN GOOD CONDITION.
 AW1514
 AW1514                          STATION RECOVERY (1989)
 AW1514
 AW1514'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1514'RECOVERED IN GOOD CONDITION.
 AW1514
 AW1514                          STATION RECOVERY (1989)
 AW1514
 AW1514'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1514'RECOVERED IN GOOD CONDITION.
 AW1514
 AW1514                          STATION RECOVERY (1994)
 AW1514
 AW1514'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1514'RECOVERED IN GOOD CONDITION.
 AW1514
 AW1514                          STATION RECOVERY (2001)
 AW1514
 AW1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1514'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2892 ***********************************************************************
 AW2892  DESIGNATION -  F 661
 AW2892  PID         -  AW2892
 AW2892  STATE/COUNTY-  TX/CHAMBERS
 AW2892  USGS QUAD   -  COVE (1993)
 AW2892
 AW2892                         *CURRENT SURVEY CONTROL
 AW2892  ___________________________________________________________________
 AW2892* NAD 83(1986)-  29 52 01.     (N)    094 49 57.     (W)     SCALED    
 AW2892* NAVD 88     -        11.18   (+/-2cm)      36.7    (feet)  VERTCON   
 AW2892  ___________________________________________________________________
 AW2892  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW2892
 AW2892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2892
 AW2892.The horizontal coordinates were scaled from a topographic map and have
 AW2892.an estimated accuracy of +/- 6 seconds.
 AW2892
 AW2892.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2892.The vertical order pertains to the NGVD 29 superseded value.
 AW2892
 AW2892.The geoid height was determined by GEOID03.
 AW2892
 AW2892;                    North         East    Units  Estimated Accuracy
 AW2892;SPC TXSC     - 4,232,550.    1,002,520.      MT  (+/- 180 meters Scaled)
 AW2892
 AW2892                          SUPERSEDED SURVEY CONTROL
 AW2892
 AW2892  NGVD 29 (??/??/92)   11.18   (m)           36.7    (f) COMPUTED    2 0
 AW2892
 AW2892.Superseded values are not recommended for survey control.
 AW2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2892.See file dsdata.txt to determine how the superseded data were derived.
 AW2892
 AW2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP230054(NAD 83)
 AW2892_MARKER: DB = BENCH MARK DISK
 AW2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2892_STAMPING: F 661 1942
 AW2892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2892+STABILITY: SURFACE MOTION
 AW2892
 AW2892  HISTORY     - Date     Condition        Report By
 AW2892  HISTORY     - 1942     MONUMENTED       CGS
 AW2892  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW2892  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2892  HISTORY     - 20031230 MARK NOT FOUND   USPSQD
 AW2892  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW2892
 AW2892                          STATION DESCRIPTION
 AW2892
 AW2892'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW2892'4.15 MI NE FROM MONT BELVIEU.
 AW2892'TO REACH FROM THE METHODIST CHURCH AT MONT BELVIEU-- PROCEED 0.25 MILE
 AW2892'SOUTHERLY ALONG STATE HIGHWAY NO. 146 TO A SHELL ROAD INTERSECTION
 AW2892'LEADING NORTHEAST, THENCE 3.9 MILES NORTHEASTERLY TO SITE OF BENCH
 AW2892'MARK.  BENCH MARK IS 45.0 FEET NORTHWEST OF THE CENTER OF A T ROAD
 AW2892'INTERSECTION, AND 37.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AW2892'THE CENTERLINE OF THE NORTH AND SOUTH ROAD.  IT IS 28.0 FEET WEST OF
 AW2892'AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF ROAD LEADING NORTH TO
 AW2892'DAYTON, 10.0 FEET NORTH OF A FENCE CORNER, 1.3 FEET WEST OF THE FENCE,
 AW2892'AND 3.6 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS
 AW2892'0.5 FOOT.
 AW2892
 AW2892                          STATION RECOVERY (1996)
 AW2892
 AW2892'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2892'MARK NOT FOUND.
 AW2892
 AW2892                          STATION RECOVERY (2001)
 AW2892
 AW2892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2892'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2892
 AW2892                          STATION RECOVERY (2003)
 AW2892
 AW2892'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2892'MARK NOT FOUND.
 AW2892
 AW2892                          STATION RECOVERY (2005)
 AW2892
 AW2892'RECOVERY NOTE BY US POWER SQUADRON 2005 (BT)
 AW2892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0507 ***********************************************************************
 BL0507  DESIGNATION -  F 663
 BL0507  PID         -  BL0507
 BL0507  STATE/COUNTY-  TX/LIBERTY
 BL0507  USGS QUAD   -  LIBERTY (1984)
 BL0507
 BL0507                         *CURRENT SURVEY CONTROL
 BL0507  ___________________________________________________________________
 BL0507* NAD 83(1986)-  30 00 41.     (N)    094 46 29.     (W)     SCALED    
 BL0507* NAVD 88     -         5.43   (+/-2cm)      17.8    (feet)  VERTCON   
 BL0507  ___________________________________________________________________
 BL0507  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0507
 BL0507  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0507
 BL0507.The horizontal coordinates were scaled from a topographic map and have
 BL0507.an estimated accuracy of +/- 6 seconds.
 BL0507
 BL0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0507.The vertical order pertains to the NGVD 29 superseded value.
 BL0507
 BL0507.The geoid height was determined by GEOID03.
 BL0507
 BL0507;                    North         East    Units  Estimated Accuracy
 BL0507;SPC TX C     - 3,051,610.    1,236,060.      MT  (+/- 180 meters Scaled)
 BL0507
 BL0507                          SUPERSEDED SURVEY CONTROL
 BL0507
 BL0507  NGVD 29 (??/??/92)    5.438  (m)           17.84   (f) ADJ UNCH    1 2
 BL0507
 BL0507.Superseded values are not recommended for survey control.
 BL0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0507.See file dsdata.txt to determine how the superseded data were derived.
 BL0507
 BL0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP288213(NAD 83)
 BL0507_MARKER: DB = BENCH MARK DISK
 BL0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0507_SP_SET: CULVERT
 BL0507_STAMPING: F 663 1942
 BL0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0507
 BL0507  HISTORY     - Date     Condition        Report By
 BL0507  HISTORY     - 1942     MONUMENTED       CGS
 BL0507  HISTORY     - 1959     GOOD             NGS
 BL0507  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 BL0507  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BL0507
 BL0507                          STATION DESCRIPTION
 BL0507
 BL0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL0507'4.25 MI SE FROM LIBERTY.
 BL0507'ABOUT 0.8 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE TEXAS AND NEW
 BL0507'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 3.45 MILES SOUTHEAST
 BL0507'ALONG FARM ROAD 563, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, AT
 BL0507'THE FOOT OF A HILL, ON THE OUTSIDE OF A CURVE IN THE ROAD, IN THE TOP
 BL0507'OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A 3-CHANNEL
 BL0507'CONCRETE CULVERT, AND ABOUT LEVEL WITH THE ROAD.
 BL0507
 BL0507                          STATION RECOVERY (1996)
 BL0507
 BL0507'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0507'MARK NOT FOUND.
 BL0507
 BL0507                          STATION RECOVERY (2003)
 BL0507
 BL0507'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2333 ***********************************************************************
 BL2333  DESIGNATION -  F 663 RESET
 BL2333  PID         -  BL2333
 BL2333  STATE/COUNTY-  TX/LIBERTY
 BL2333  USGS QUAD   -  LIBERTY (1984)
 BL2333
 BL2333                         *CURRENT SURVEY CONTROL
 BL2333  ___________________________________________________________________
 BL2333* NAD 83(1986)-  30 00 41.     (N)    094 46 29.     (W)     SCALED    
 BL2333* NAVD 88     -         4.91   (+/-2cm)      16.1    (feet)  VERTCON   
 BL2333  ___________________________________________________________________
 BL2333  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL2333
 BL2333  VERT ORDER  -  THIRD (See Below)
 BL2333
 BL2333.The horizontal coordinates were scaled from a topographic map and have
 BL2333.an estimated accuracy of +/- 6 seconds.
 BL2333
 BL2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2333.The vertical order pertains to the NGVD 29 superseded value.
 BL2333
 BL2333.The geoid height was determined by GEOID03.
 BL2333
 BL2333;                    North         East    Units  Estimated Accuracy
 BL2333;SPC TX C     - 3,051,610.    1,236,060.      MT  (+/- 180 meters Scaled)
 BL2333
 BL2333                          SUPERSEDED SURVEY CONTROL
 BL2333
 BL2333  NGVD 29 (01/29/03)    4.92   (m)           16.1    (f) RESET       3  
 BL2333
 BL2333.Superseded values are not recommended for survey control.
 BL2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2333.See file dsdata.txt to determine how the superseded data were derived.
 BL2333
 BL2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP288213(NAD 83)
 BL2333_MARKER: DB = BENCH MARK DISK
 BL2333_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2333_SP_SET: CULVERT
 BL2333_STAMPING: F 663 RESET 1980
 BL2333_MARK LOGO: NGS   
 BL2333_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2333+STABILITY: SURFACE MOTION
 BL2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2333+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 BL2333
 BL2333  HISTORY     - Date     Condition        Report By
 BL2333  HISTORY     - 1980     MONUMENTED       TXHD
 BL2333  HISTORY     - 19960815 GOOD             USPSQD
 BL2333  HISTORY     - 20031004 GOOD             USPSQD
 BL2333  HISTORY     - 20050306 GOOD             USPSQD
 BL2333
 BL2333                          STATION DESCRIPTION
 BL2333
 BL2333'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1980
 BL2333'ABOUT 0.8 MI (1.3 KM) EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND
 BL2333'NEW ORLEANS RAILROAD STATION IN LIBERTY, THENCE ABOUT 3.45 MI
 BL2333'(5.55 KM) SOUTHEAST ALONG FARM ROAD 563, 41.0 FT (12.5 M) WEST OF THE
 BL2333'CENTER LINE OF THE  ROAD, AT THE FOOT OF A HILL ON THE OUTSIDE OF A
 BL2333'CURVE IN THE ROAD.
 BL2333
 BL2333                          STATION RECOVERY (1996)
 BL2333
 BL2333'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2333'RECOVERED IN GOOD CONDITION.
 BL2333
 BL2333                          STATION RECOVERY (2003)
 BL2333
 BL2333'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL2333'RECOVERED IN GOOD CONDITION.
 BL2333
 BL2333                          STATION RECOVERY (2005)
 BL2333
 BL2333'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2887 ***********************************************************************
 AW2887  DESIGNATION -  F 665
 AW2887  PID         -  AW2887
 AW2887  STATE/COUNTY-  TX/LIBERTY
 AW2887  USGS QUAD   -  MOSS BLUFF (1993)
 AW2887
 AW2887                         *CURRENT SURVEY CONTROL
 AW2887  ___________________________________________________________________
 AW2887* NAD 83(1986)-  29 54 38.     (N)    094 49 22.     (W)     SCALED    
 AW2887* NAVD 88     -        12.30   (+/-2cm)      40.4    (feet)  VERTCON   
 AW2887  ___________________________________________________________________
 AW2887  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2887
 AW2887  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2887
 AW2887.The horizontal coordinates were scaled from a topographic map and have
 AW2887.an estimated accuracy of +/- 6 seconds.
 AW2887
 AW2887.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2887.The vertical order pertains to the NGVD 29 superseded value.
 AW2887
 AW2887.The geoid height was determined by GEOID03.
 AW2887
 AW2887;                    North         East    Units  Estimated Accuracy
 AW2887;SPC TX C     - 3,040,220.    1,231,980.      MT  (+/- 180 meters Scaled)
 AW2887
 AW2887                          SUPERSEDED SURVEY CONTROL
 AW2887
 AW2887  NGVD 29 (??/??/92)   12.307  (m)           40.38   (f) ADJ UNCH    1 2
 AW2887
 AW2887.Superseded values are not recommended for survey control.
 AW2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2887.See file dsdata.txt to determine how the superseded data were derived.
 AW2887
 AW2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP240102(NAD 83)
 AW2887_MARKER: DB = BENCH MARK DISK
 AW2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2887_STAMPING: F 665 1942
 AW2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2887+STABILITY: SURFACE MOTION
 AW2887
 AW2887  HISTORY     - Date     Condition        Report By
 AW2887  HISTORY     - 1942     MONUMENTED       CGS
 AW2887  HISTORY     - 1963     GOOD             NGS
 AW2887  HISTORY     - 1990     GOOD             USPSQD
 AW2887  HISTORY     - 20040315 MARK NOT FOUND   USPSQD
 AW2887
 AW2887                          STATION DESCRIPTION
 AW2887
 AW2887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW2887'7.3 MI N FROM COVE.
 AW2887'ABOUT 3.6 MILES NORTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE
 AW2887'HIGHWAY 10 OVERPASS AT COVE, THENCE 3.7 MILES NORTHEAST ALONG FARM
 AW2887'ROAD 1409, 0.2 MILE SOUTHEAST OF A CURVE IN THE ROAD, 40 FEET
 AW2887'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHWEST OF A
 AW2887'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 AW2887'INCHES.
 AW2887
 AW2887                          STATION RECOVERY (1990)
 AW2887
 AW2887'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2887'RECOVERED IN GOOD CONDITION.
 AW2887
 AW2887                          STATION RECOVERY (2004)
 AW2887
 AW2887'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1235 ***********************************************************************
 BL1235  DESIGNATION -  F 666 RESET
 BL1235  PID         -  BL1235
 BL1235  STATE/COUNTY-  TX/HARRIS
 BL1235  USGS QUAD   -  SPRING (1982)
 BL1235
 BL1235                         *CURRENT SURVEY CONTROL
 BL1235  ___________________________________________________________________
 BL1235* NAD 83(1986)-  30 01 13.     (N)    095 22 47.     (W)     SCALED    
 BL1235* NAVD 88     -        30.84   (+/-2cm)     101.2    (feet)  VERTCON   
 BL1235  ___________________________________________________________________
 BL1235  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BL1235  OBS GRAVITY -     979,302.9   (mgal)                       GRAV_OBS
 BL1235
 BL1235  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1235
 BL1235.The horizontal coordinates were scaled from a topographic map and have
 BL1235.an estimated accuracy of +/- 6 seconds.
 BL1235
 BL1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1235.The vertical order pertains to the NGVD 29 superseded value.
 BL1235
 BL1235.The geoid height was determined by GEOID03.
 BL1235.The observed gravity was obtained from relative gravimeter ties
 BL1235.to the IGSN71 gravity network.
 BL1235
 BL1235;                    North         East    Units  Estimated Accuracy
 BL1235;SPC TXSC     - 4,247,780.      949,160.      MT  (+/- 180 meters Scaled)
 BL1235
 BL1235                          SUPERSEDED SURVEY CONTROL
 BL1235
 BL1235  NGVD 29 (??/??/92)   30.837  (m)          101.17   (f) ADJ UNCH    1 2
 BL1235
 BL1235.Superseded values are not recommended for survey control.
 BL1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1235.See file dsdata.txt to determine how the superseded data were derived.
 BL1235
 BL1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP704234(NAD 83)
 BL1235_MARKER: DB = BENCH MARK DISK
 BL1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1235_STAMPING: F 666 1942 RESET 1954
 BL1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1235+STABILITY: SURFACE MOTION
 BL1235
 BL1235  HISTORY     - Date     Condition        Report By
 BL1235  HISTORY     - 1954     MONUMENTED       CGS
 BL1235  HISTORY     - 1973     GOOD             NGS
 BL1235  HISTORY     - 1978     GOOD             NGS
 BL1235  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1235  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1235  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 BL1235
 BL1235                          STATION DESCRIPTION
 BL1235
 BL1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1235'1.4 MI E FROM WESTFIELD.
 BL1235'ABOUT 0.5 MILES EAST ALONG WESTFIELD LOOP ROAD, FROM THE CHURCH OF
 BL1235'CHRIST AT WESTFIELD, 0.4 MILES EAST ALONG THE HUMBLE WESTFIELD ROAD,
 BL1235'THENCE 0.5 MILES EAST ALONG FM 1960, SET IN THE NORTH EDGE OF AN OPEN
 BL1235'PASTURE, 56 FEET SOUTH OF THE CENTER LINE OF FM 1960, 8 FEET SOUTHWEST
 BL1235'OF A POWER POLE WITH ONE GUY WIRE, 6 FEET SOUTH OF A FENCE, 147 FT
 BL1235'EAST OF A FENCE CORNER.  A NGS DISK 9 FEET SOUTH OF A METAL WITNESS
 BL1235'POST AND IN THE TOP OF A CONCRETE POST.
 BL1235
 BL1235                          STATION RECOVERY (1978)
 BL1235
 BL1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1235'RECOVERED IN GOOD CONDITION.
 BL1235
 BL1235                          STATION RECOVERY (1987)
 BL1235
 BL1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1235'MARK NOT FOUND.
 BL1235
 BL1235                          STATION RECOVERY (1995)
 BL1235
 BL1235'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1235'MARK NOT FOUND.
 BL1235
 BL1235                          STATION RECOVERY (2004)
 BL1235
 BL1235'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0856 ***********************************************************************
 AW0856  DESIGNATION -  F 667
 AW0856  PID         -  AW0856
 AW0856  STATE/COUNTY-  TX/HARRIS
 AW0856  USGS QUAD   -  HUMBLE (1995)
 AW0856
 AW0856                         *CURRENT SURVEY CONTROL
 AW0856  ___________________________________________________________________
 AW0856* NAD 83(1986)-  29 56 43.     (N)    095 16 43.     (W)     SCALED    
 AW0856* NAVD 88     -        21.97   (+/-2cm)      72.1    (feet)  VERTCON   
 AW0856  ___________________________________________________________________
 AW0856  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW0856
 AW0856  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0856
 AW0856.The horizontal coordinates were scaled from a topographic map and have
 AW0856.an estimated accuracy of +/- 6 seconds.
 AW0856
 AW0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0856.The vertical order pertains to the NGVD 29 superseded value.
 AW0856
 AW0856.The geoid height was determined by GEOID03.
 AW0856
 AW0856;                    North         East    Units  Estimated Accuracy
 AW0856;SPC TXSC     - 4,239,780.      959,170.      MT  (+/- 180 meters Scaled)
 AW0856
 AW0856                          SUPERSEDED SURVEY CONTROL
 AW0856
 AW0856  NGVD 29 (??/??/92)   21.970  (m)           72.08   (f) ADJ UNCH    2 0
 AW0856
 AW0856.Superseded values are not recommended for survey control.
 AW0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0856.See file dsdata.txt to determine how the superseded data were derived.
 AW0856
 AW0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP800149(NAD 83)
 AW0856_MARKER: DB = BENCH MARK DISK
 AW0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0856_STAMPING: F 667 1942
 AW0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0856+STABILITY: SURFACE MOTION
 AW0856
 AW0856  HISTORY     - Date     Condition        Report By
 AW0856  HISTORY     - 1942     MONUMENTED       CGS
 AW0856  HISTORY     - 1954     GOOD             NGS
 AW0856  HISTORY     - 1954     GOOD             USGS
 AW0856  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0856  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 AW0856
 AW0856                          STATION DESCRIPTION
 AW0856
 AW0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW0856'4.3 MI S FROM HUMBLE.
 AW0856'0.45 MILE EAST ALONG BARRETT STREET FROM THE POST OFFICE AT HUMBLE,
 AW0856'THENCE 3.85 MILES SOUTH ALONG OLD HUMBLE ROAD, 110 FEET SOUTHWEST OF
 AW0856'THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTHEAST, 30
 AW0856'FEET NORTHWEST OF THE CENTER LINE OF OLD HUMBLE ROAD, 1 FOOT SOUTHEAST
 AW0856'OF A FENCE, 0.5 FOOT SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AW0856'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AW0856
 AW0856                          STATION RECOVERY (1954)
 AW0856
 AW0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AW0856'RECOVERED IN GOOD CONDITION.
 AW0856
 AW0856                          STATION RECOVERY (1978)
 AW0856
 AW0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0856'NOT RECOVERED.
 AW0856
 AW0856                          STATION RECOVERY (2004)
 AW0856
 AW0856'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1027 ***********************************************************************
 AB1027  DESIGNATION -  F 670
 AB1027  PID         -  AB1027
 AB1027  STATE/COUNTY-  TX/KENEDY
 AB1027  USGS QUAD   -  SALTILLO WELL (1975)
 AB1027
 AB1027                         *CURRENT SURVEY CONTROL
 AB1027  ___________________________________________________________________
 AB1027* NAD 83(1986)-  26 46 17.     (N)    097 42 16.     (W)     SCALED    
 AB1027* NAVD 88     -         3.812  (meters)      12.51   (feet)  ADJUSTED  
 AB1027  ___________________________________________________________________
 AB1027  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AB1027  DYNAMIC HT  -           3.806 (meters)      12.49  (feet)  COMP
 AB1027  MODELED GRAV-     979,071.5   (mgal)                       NAVD 88
 AB1027
 AB1027  VERT ORDER  -  SECOND    CLASS 0
 AB1027
 AB1027.The horizontal coordinates were scaled from a topographic map and have
 AB1027.an estimated accuracy of +/- 6 seconds.
 AB1027
 AB1027.The orthometric height was determined by differential leveling
 AB1027.and adjusted by the National Geodetic Survey in June 1991..
 AB1027
 AB1027.The geoid height was determined by GEOID03.
 AB1027
 AB1027.The dynamic height is computed by dividing the NAVD 88
 AB1027.geopotential number by the normal gravity value computed on the
 AB1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1027.degrees latitude (g = 980.6199 gals.).
 AB1027
 AB1027.The modeled gravity was interpolated from observed gravity values.
 AB1027
 AB1027;                    North         East    Units  Estimated Accuracy
 AB1027;SPC TX S     - 5,122,640.      379,110.      MT  (+/- 180 meters Scaled)
 AB1027
 AB1027                          SUPERSEDED SURVEY CONTROL
 AB1027
 AB1027  NGVD 29 (??/??/92)    3.896  (m)           12.78   (f) ADJ UNCH    2 0
 AB1027
 AB1027.Superseded values are not recommended for survey control.
 AB1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1027.See file dsdata.txt to determine how the superseded data were derived.
 AB1027
 AB1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ288617(NAD 83)
 AB1027_MARKER: DB = BENCH MARK DISK
 AB1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB1027_SP_SET: CATTLE GUARD
 AB1027_STAMPING: F 670 1942
 AB1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1027
 AB1027  HISTORY     - Date     Condition        Report By
 AB1027  HISTORY     - 1942     MONUMENTED       CGS
 AB1027
 AB1027                          STATION DESCRIPTION
 AB1027
 AB1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1027'5.0 MI E FROM NORIAS.
 AB1027'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORIAS, PROCEED
 AB1027'EASTERLY ON GRADED ROAD TO THE NORIAS RANCH HEADQUARTERS AND GO 5.0
 AB1027'MILES TO A CATTLE GUARD AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AB1027'HORIZONTALLY IN TOP OF THE NORTHWEST CORNER OF THE CATTLE GUARD, IT IS
 AB1027'7.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AB1027'THE ROAD, AND 0.4 FEET SOUTH OF THE GUARD RAIL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0493 ***********************************************************************
 AB0493  DESIGNATION -  F 671 RESET 1964
 AB0493  PID         -  AB0493
 AB0493  STATE/COUNTY-  TX/WILLACY
 AB0493  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0493
 AB0493                         *CURRENT SURVEY CONTROL
 AB0493  ___________________________________________________________________
 AB0493* NAD 83(1986)-  26 28 57.     (N)    097 42 13.     (W)     SCALED    
 AB0493* NAVD 88     -         7.14   (meters)      23.4    (feet)  RESET     
 AB0493  ___________________________________________________________________
 AB0493  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AB0493
 AB0493  VERT ORDER  -  THIRD
 AB0493
 AB0493.The horizontal coordinates were scaled from a topographic map and have
 AB0493.an estimated accuracy of +/- 6 seconds.
 AB0493
 AB0493.The orthometric height was computed from unverified reset data.
 AB0493
 AB0493.The geoid height was determined by GEOID03.
 AB0493
 AB0493;                    North         East    Units  Estimated Accuracy
 AB0493;SPC TX S     - 5,090,640.      379,400.      MT  (+/- 180 meters Scaled)
 AB0493
 AB0493                          SUPERSEDED SURVEY CONTROL
 AB0493
 AB0493.No superseded survey control is available for this station.
 AB0493
 AB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ292297(NAD 83)
 AB0493_MARKER: DB = BENCH MARK DISK
 AB0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0493_SP_SET: CULVERT
 AB0493_STAMPING: F 671 RESET 1964
 AB0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0493
 AB0493  HISTORY     - Date     Condition        Report By
 AB0493  HISTORY     - 1964     MONUMENTED       CGS
 AB0493  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0493  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0493
 AB0493                          STATION DESCRIPTION
 AB0493
 AB0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AB0493'4.95 MI E FROM RAYMONDVILLE.
 AB0493'ABOUT 4.95 MILES EAST ALONG STATE HIGHWAY 186 FROM THE JUNCTION OF
 AB0493'U.S. HIGHWAY 77 AND STATE HIGHWAY 186 IN RAYMONDVILLE.  25.3 FEET
 AB0493'NORTH OF THE CENTER LINE OF HIGHWAY, 55 FEET WEST OF THE CENTER OF THE
 AB0493'CENTER OF A NORTH-SOUTH ROAD, AT TEXAS HIGHWAY DEPARTMENT BASE LINE
 AB0493'STATION 256 + 11, AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTH
 AB0493'HEADWALL.
 AB0493
 AB0493                          STATION RECOVERY (1987)
 AB0493
 AB0493'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0493'MARK NOT FOUND.
 AB0493
 AB0493                          STATION RECOVERY (1988)
 AB0493
 AB0493'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1063 ***********************************************************************
 AB1063  DESIGNATION -  F 672
 AB1063  PID         -  AB1063
 AB1063  STATE/COUNTY-  TX/KENEDY
 AB1063  USGS QUAD   -  LOS AMIGOS WINDMILL (1975)
 AB1063
 AB1063                         *CURRENT SURVEY CONTROL
 AB1063  ___________________________________________________________________
 AB1063* NAD 83(1986)-  26 46 30.     (N)    097 37 25.     (W)     SCALED    
 AB1063* NAVD 88     -         7.447  (meters)      24.43   (feet)  ADJUSTED  
 AB1063  ___________________________________________________________________
 AB1063  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AB1063  DYNAMIC HT  -           7.435 (meters)      24.39  (feet)  COMP
 AB1063  MODELED GRAV-     979,077.3   (mgal)                       NAVD 88
 AB1063
 AB1063  VERT ORDER  -  SECOND    CLASS 0
 AB1063
 AB1063.The horizontal coordinates were scaled from a topographic map and have
 AB1063.an estimated accuracy of +/- 6 seconds.
 AB1063
 AB1063.The orthometric height was determined by differential leveling
 AB1063.and adjusted by the National Geodetic Survey in June 1991..
 AB1063
 AB1063.The geoid height was determined by GEOID03.
 AB1063
 AB1063.The dynamic height is computed by dividing the NAVD 88
 AB1063.geopotential number by the normal gravity value computed on the
 AB1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1063.degrees latitude (g = 980.6199 gals.).
 AB1063
 AB1063.The modeled gravity was interpolated from observed gravity values.
 AB1063
 AB1063;                    North         East    Units  Estimated Accuracy
 AB1063;SPC TX S     - 5,123,100.      387,150.      MT  (+/- 180 meters Scaled)
 AB1063
 AB1063                          SUPERSEDED SURVEY CONTROL
 AB1063
 AB1063  NGVD 29 (??/??/92)    7.530  (m)           24.70   (f) ADJ UNCH    2 0
 AB1063
 AB1063.Superseded values are not recommended for survey control.
 AB1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1063.See file dsdata.txt to determine how the superseded data were derived.
 AB1063
 AB1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ368622(NAD 83)
 AB1063_MARKER: DB = BENCH MARK DISK
 AB1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1063_STAMPING: F 672 1942
 AB1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1063+STABILITY: SURFACE MOTION
 AB1063
 AB1063  HISTORY     - Date     Condition        Report By
 AB1063  HISTORY     - 1942     MONUMENTED       CGS
 AB1063  HISTORY     - 1950     GOOD             NGS
 AB1063
 AB1063                          STATION DESCRIPTION
 AB1063
 AB1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1063'6.4 MI NE FROM NORIAS RANCH.
 AB1063'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1063'TRACK ROAD AND GO 1.4 MILES TO A GATE AND FORK IN ROAD, PASS THROUGH
 AB1063'GATE AND TAKE LEFT FORK (ROAD TO SANTA CRUZ WINDMILL), CONTINUE
 AB1063'NORTHEASTERLY 5.0 MILES TO THE INTERSECTION OF A DIM TRAIL LEADING
 AB1063'NORTH AND SITE OF BENCH MARK.  BENCH MARK IS 12.0 FEET NORTH OF AND
 AB1063'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 10.0 FEET EAST
 AB1063'OF THE CENTERLINE OF THE DIM TRAIL LEADING NORTH, AND 3.0 FEET EAST OF
 AB1063'A 4 BY 4 INCH WOODEN MARKER POST.
 AB1063
 AB1063                          STATION RECOVERY (1950)
 AB1063
 AB1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1075 ***********************************************************************
 AB1075  DESIGNATION -  F 673
 AB1075  PID         -  AB1075
 AB1075  STATE/COUNTY-  TX/KENEDY
 AB1075  USGS QUAD   -  SAN PERLITA NORTH (1975)
 AB1075
 AB1075                         *CURRENT SURVEY CONTROL
 AB1075  ___________________________________________________________________
 AB1075* NAD 83(1986)-  26 35 56.     (N)    097 40 18.     (W)     SCALED    
 AB1075* NAVD 88     -         6.291  (meters)      20.64   (feet)  ADJUSTED  
 AB1075  ___________________________________________________________________
 AB1075  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AB1075  DYNAMIC HT  -           6.281 (meters)      20.61  (feet)  COMP
 AB1075  MODELED GRAV-     979,062.1   (mgal)                       NAVD 88
 AB1075
 AB1075  VERT ORDER  -  SECOND    CLASS 0
 AB1075
 AB1075.The horizontal coordinates were scaled from a topographic map and have
 AB1075.an estimated accuracy of +/- 6 seconds.
 AB1075
 AB1075.The orthometric height was determined by differential leveling
 AB1075.and adjusted by the National Geodetic Survey in June 1991..
 AB1075
 AB1075.The geoid height was determined by GEOID03.
 AB1075
 AB1075.The dynamic height is computed by dividing the NAVD 88
 AB1075.geopotential number by the normal gravity value computed on the
 AB1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1075.degrees latitude (g = 980.6199 gals.).
 AB1075
 AB1075.The modeled gravity was interpolated from observed gravity values.
 AB1075
 AB1075;                    North         East    Units  Estimated Accuracy
 AB1075;SPC TX S     - 5,103,550.      382,500.      MT  (+/- 180 meters Scaled)
 AB1075
 AB1075                          SUPERSEDED SURVEY CONTROL
 AB1075
 AB1075  NGVD 29 (??/??/92)    6.361  (m)           20.87   (f) ADJ UNCH    2 0
 AB1075
 AB1075.Superseded values are not recommended for survey control.
 AB1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1075.See file dsdata.txt to determine how the superseded data were derived.
 AB1075
 AB1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ322426(NAD 83)
 AB1075_MARKER: DB = BENCH MARK DISK
 AB1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1075_STAMPING: F 673 1942
 AB1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1075+STABILITY: SURFACE MOTION
 AB1075
 AB1075  HISTORY     - Date     Condition        Report By
 AB1075  HISTORY     - 1942     MONUMENTED       CGS
 AB1075
 AB1075                          STATION DESCRIPTION
 AB1075
 AB1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1075'13.7 MI NE FROM RAYMONDVILLE.
 AB1075'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB1075'PROCEED NORTHERLY ON STATE HIGHWAY NO. 96, GO 7.9 MILES TO THE
 AB1075'KENEDY-WILLACY COUNTY LINE, TURN EAST (RIGHT) ONTO TRAIL ALONG THE
 AB1075'NORTH SIDE OF THE COUNTY LINE FENCE AND GO 5.8 MILES TO THE DIVISION
 AB1075'FENCE BETWEEN THE SAUZ AND YTURRIA RANCHES AND SITE OF BENCH MARK.
 AB1075'BENCH MARK IS AT THE T FENCE CORNER OF THE RANCH DIVISION FENCE AND
 AB1075'THE COUNTY LINE FENCE, 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER
 AB1075'POST, 2.0 FEET NORTH OF THE COUNTY LINE FENCE AND 1.0 FOOT WEST OF THE
 AB1075'SAUZ RANCH FENCE.  STANDARD DISK, STAMPED F673 1942 AND PROJECTING 0.3
 AB1075'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0600 ***********************************************************************
 AB0600  DESIGNATION -  F 675
 AB0600  PID         -  AB0600
 AB0600  STATE/COUNTY-  TX/CAMERON
 AB0600  USGS QUAD   -  RIO HONDO (1980)
 AB0600
 AB0600                         *CURRENT SURVEY CONTROL
 AB0600  ___________________________________________________________________
 AB0600* NAD 83(1986)-  26 14 09.     (N)    097 35 34.     (W)     SCALED    
 AB0600* NAVD 88     -         8.403  (meters)      27.57   (feet)  ADJUSTED  
 AB0600  ___________________________________________________________________
 AB0600  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AB0600  DYNAMIC HT  -           8.390 (meters)      27.53  (feet)  COMP
 AB0600  MODELED GRAV-     979,045.1   (mgal)                       NAVD 88
 AB0600
 AB0600  VERT ORDER  -  SECOND    CLASS 0
 AB0600
 AB0600.The horizontal coordinates were scaled from a topographic map and have
 AB0600.an estimated accuracy of +/- 6 seconds.
 AB0600
 AB0600.The orthometric height was determined by differential leveling
 AB0600.and adjusted by the National Geodetic Survey in June 1991..
 AB0600
 AB0600.The geoid height was determined by GEOID03.
 AB0600
 AB0600.The dynamic height is computed by dividing the NAVD 88
 AB0600.geopotential number by the normal gravity value computed on the
 AB0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0600.degrees latitude (g = 980.6199 gals.).
 AB0600
 AB0600.The modeled gravity was interpolated from observed gravity values.
 AB0600
 AB0600;                    North         East    Units  Estimated Accuracy
 AB0600;SPC TX S     - 5,063,390.      390,650.      MT  (+/- 180 meters Scaled)
 AB0600
 AB0600                          SUPERSEDED SURVEY CONTROL
 AB0600
 AB0600  NGVD 29 (??/??/92)    8.501  (m)           27.89   (f) ADJ UNCH    2 0
 AB0600
 AB0600.Superseded values are not recommended for survey control.
 AB0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0600.See file dsdata.txt to determine how the superseded data were derived.
 AB0600
 AB0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ405025(NAD 83)
 AB0600_MARKER: DB = BENCH MARK DISK
 AB0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0600_STAMPING: F 675 1942
 AB0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0600+STABILITY: SURFACE MOTION
 AB0600
 AB0600  HISTORY     - Date     Condition        Report By
 AB0600  HISTORY     - 1942     MONUMENTED       CGS
 AB0600  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0600  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 AB0600
 AB0600                          STATION DESCRIPTION
 AB0600
 AB0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0600'0.7 MI W FROM RIO HONDO.
 AB0600'TO REACH FROM THE HIGH SCHOOL AT RIO HONDO, PROCEED WESTERLY ON PAVED
 AB0600'ROAD AND GO 0.7 MILE TO A T ROAD INTERSECTION AND SITE OF BENCH MARK.
 AB0600'BENCH MARK IS 40 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AB0600'CENTERLINE OF THE EAST-WEST ROAD.  24 FEET WEST OF THE CENTERLINE OF
 AB0600'THE NORTH-SOUTH ROAD.  3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER
 AB0600'POST.  A STANDARD DISK, STAMPED F 675 1942 AND SET IN A CONCRETE POST
 AB0600'PROJECTING 0.5 FOOT.
 AB0600
 AB0600                          STATION RECOVERY (1988)
 AB0600
 AB0600'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0600'MARK NOT FOUND.
 AB0600
 AB0600                          STATION RECOVERY (2004)
 AB0600
 AB0600'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGR)
 AB0600'THE HIGH SCHOIOL BUILDING IS NOW RIO HONDO INTERMEDIATE SCHOOL.  4 X 4
 AB0600'WOODEN MARKER POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2030 ***********************************************************************
 BY2030  DESIGNATION -  F 67=510
 BY2030  PID         -  BY2030
 BY2030  STATE/COUNTY-  TX/LEON
 BY2030  USGS QUAD   -  LONG LAKE (1964)
 BY2030
 BY2030                         *CURRENT SURVEY CONTROL
 BY2030  ___________________________________________________________________
 BY2030* NAD 83(1986)-  31 38 10.     (N)    095 47 21.     (W)     SCALED    
 BY2030* NAVD 88     -        65.78   (+/-2cm)     215.8    (feet)  VERTCON   
 BY2030  ___________________________________________________________________
 BY2030  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BY2030
 BY2030  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2030
 BY2030.The horizontal coordinates were scaled from a topographic map and have
 BY2030.an estimated accuracy of +/- 6 seconds.
 BY2030
 BY2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2030.The vertical order pertains to the NGVD 29 superseded value.
 BY2030
 BY2030.The geoid height was determined by GEOID03.
 BY2030
 BY2030;                    North         East    Units  Estimated Accuracy
 BY2030;SPC TX C     - 3,227,130.    1,130,940.      MT  (+/- 180 meters Scaled)
 BY2030
 BY2030                          SUPERSEDED SURVEY CONTROL
 BY2030
 BY2030  NGVD 29 (??/??/92)   65.764  (m)          215.76   (f) ADJ UNCH    1 2
 BY2030
 BY2030.Superseded values are not recommended for survey control.
 BY2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2030.See file dsdata.txt to determine how the superseded data were derived.
 BY2030
 BY2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR354034(NAD 83)
 BY2030_MARKER: DD = SURVEY DISK
 BY2030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY2030_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY2030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2030
 BY2030  HISTORY     - Date     Condition        Report By
 BY2030  HISTORY     - UNK      MONUMENTED       DOD
 BY2030  HISTORY     - 1952     MARK NOT FOUND   NGS
 BY2030
 BY2030                          STATION DESCRIPTION
 BY2030
 BY2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2030'4.2 MI NE FROM OAKWOOD.
 BY2030'4.2 MILES EAST OF OAKWOOD, LEON COUNTY, ON THE INTERNATIONAL-GREAT
 BY2030'NORTHERN RAILROAD, NORTH OF THE WEST ABUTMENT OF THE TRINITY RIVER
 BY2030'BRIDGE.  AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0555 ***********************************************************************
 AB0555  DESIGNATION -  F 676
 AB0555  PID         -  AB0555
 AB0555  STATE/COUNTY-  TX/CAMERON
 AB0555  USGS QUAD   -  WILLAMAR SW (1983)
 AB0555
 AB0555                         *CURRENT SURVEY CONTROL
 AB0555  ___________________________________________________________________
 AB0555* NAD 83(1986)-  26 17 29.     (N)    097 39 41.     (W)     SCALED    
 AB0555* NAVD 88     -         9.495  (meters)      31.15   (feet)  ADJUSTED  
 AB0555  ___________________________________________________________________
 AB0555  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AB0555  DYNAMIC HT  -           9.480 (meters)      31.10  (feet)  COMP
 AB0555  MODELED GRAV-     979,044.2   (mgal)                       NAVD 88
 AB0555
 AB0555  VERT ORDER  -  SECOND    CLASS 0
 AB0555
 AB0555.The horizontal coordinates were scaled from a topographic map and have
 AB0555.an estimated accuracy of +/- 6 seconds.
 AB0555
 AB0555.The orthometric height was determined by differential leveling
 AB0555.and adjusted by the National Geodetic Survey in June 1991..
 AB0555
 AB0555.The geoid height was determined by GEOID03.
 AB0555
 AB0555.The dynamic height is computed by dividing the NAVD 88
 AB0555.geopotential number by the normal gravity value computed on the
 AB0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0555.degrees latitude (g = 980.6199 gals.).
 AB0555
 AB0555.The modeled gravity was interpolated from observed gravity values.
 AB0555
 AB0555;                    North         East    Units  Estimated Accuracy
 AB0555;SPC TX S     - 5,069,490.      383,750.      MT  (+/- 180 meters Scaled)
 AB0555
 AB0555                          SUPERSEDED SURVEY CONTROL
 AB0555
 AB0555  NGVD 29 (??/??/92)    9.592  (m)           31.47   (f) ADJ UNCH    2 0
 AB0555
 AB0555.Superseded values are not recommended for survey control.
 AB0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0555.See file dsdata.txt to determine how the superseded data were derived.
 AB0555
 AB0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ336086(NAD 83)
 AB0555_MARKER: DB = BENCH MARK DISK
 AB0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0555_STAMPING: F 676 1942
 AB0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0555+STABILITY: SURFACE MOTION
 AB0555
 AB0555  HISTORY     - Date     Condition        Report By
 AB0555  HISTORY     - 1942     MONUMENTED       CGS
 AB0555  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0555  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0555
 AB0555                          STATION DESCRIPTION
 AB0555
 AB0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0555'7.5 MI NE FROM COMBES.
 AB0555'TO REACH FROM THE POSTOFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0555'ROAD, GO 4.5 MILES.  TURN NORTHERLY (LEFT) AND GO 3.0 MILES TO SITE OF
 AB0555'BENCH MARK.  BENCH MARK IS 1.0 MILE SOUTH OF A SHARP TURN IN THE ROAD.
 AB0555'28 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AB0555'ROAD.  3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST. AND 1.5
 AB0555'FEET WEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED F 676
 AB0555'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FEET.
 AB0555
 AB0555                          STATION RECOVERY (1956)
 AB0555
 AB0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0555'MARK NOT FOUND.
 AB0555
 AB0555                          STATION RECOVERY (1991)
 AB0555
 AB0555'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0365 ***********************************************************************
 AB0365  DESIGNATION -  F 677
 AB0365  PID         -  AB0365
 AB0365  STATE/COUNTY-  TX/CAMERON
 AB0365  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0365
 AB0365                         *CURRENT SURVEY CONTROL
 AB0365  ___________________________________________________________________
 AB0365* NAD 83(1986)-  26 07 50.     (N)    097 22 49.     (W)     SCALED    
 AB0365* NAVD 88     -         6.452  (meters)      21.17   (feet)  ADJUSTED  
 AB0365  ___________________________________________________________________
 AB0365  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 AB0365  DYNAMIC HT  -           6.441 (meters)      21.13  (feet)  COMP
 AB0365  MODELED GRAV-     979,056.5   (mgal)                       NAVD 88
 AB0365
 AB0365  VERT ORDER  -  SECOND    CLASS 0
 AB0365
 AB0365.The horizontal coordinates were scaled from a topographic map and have
 AB0365.an estimated accuracy of +/- 6 seconds.
 AB0365
 AB0365.The orthometric height was determined by differential leveling
 AB0365.and adjusted by the National Geodetic Survey in June 1991..
 AB0365
 AB0365.The geoid height was determined by GEOID03.
 AB0365
 AB0365.The dynamic height is computed by dividing the NAVD 88
 AB0365.geopotential number by the normal gravity value computed on the
 AB0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0365.degrees latitude (g = 980.6199 gals.).
 AB0365
 AB0365.The modeled gravity was interpolated from observed gravity values.
 AB0365
 AB0365;                    North         East    Units  Estimated Accuracy
 AB0365;SPC TX S     - 5,051,890.      411,980.      MT  (+/- 180 meters Scaled)
 AB0365
 AB0365                          SUPERSEDED SURVEY CONTROL
 AB0365
 AB0365  NGVD 29 (??/??/92)    6.553  (m)           21.50   (f) ADJ UNCH    2 0
 AB0365
 AB0365.Superseded values are not recommended for survey control.
 AB0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0365.See file dsdata.txt to determine how the superseded data were derived.
 AB0365
 AB0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP619911(NAD 83)
 AB0365_MARKER: DB = BENCH MARK DISK
 AB0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0365_STAMPING: F 677 1942
 AB0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0365+STABILITY: SURFACE MOTION
 AB0365
 AB0365  HISTORY     - Date     Condition        Report By
 AB0365  HISTORY     - 1942     MONUMENTED       CGS
 AB0365  HISTORY     - 1950     GOOD             NGS
 AB0365  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0365  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0365
 AB0365                          STATION DESCRIPTION
 AB0365
 AB0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0365'0.2 MI N FROM BAYVIEW.
 AB0365'0.2 MILE NORTH ALONG A PAVED ROAD FROM CAMERON COUNTY WATER DISTRICT
 AB0365'OFFICE NUMBER 11 AT BAYVIEW, CAMERON COUNTY, 1.3 MILES EAST ALONG A
 AB0365'PAVED ROAD.  0.15 MILE WEST OF A CATTLE GUARD, 100 FEET NORTHEAST OF
 AB0365'THE EAST EDGE OF A RESACA, 42 FEET SOUTH OF AND 3 FEET HIGHER THAN THE
 AB0365'CENTERLINE OF THE ROAD, AND 3 FEET WEST OF A WHITE WOODEN WITNESS
 AB0365'POST.  A STANDARD DISK, STAMPED F 677 1942 AND SET IN THE TOP OF A
 AB0365'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0365
 AB0365                          STATION RECOVERY (1987)
 AB0365
 AB0365'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0365'MARK NOT FOUND.
 AB0365
 AB0365                          STATION RECOVERY (1988)
 AB0365
 AB0365'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0657 ***********************************************************************
 AB0657  DESIGNATION -  F 679
 AB0657  PID         -  AB0657
 AB0657  STATE/COUNTY-  TX/CAMERON
 AB0657  USGS QUAD   -  OLMITO (1983)
 AB0657
 AB0657                         *CURRENT SURVEY CONTROL
 AB0657  ___________________________________________________________________
 AB0657* NAD 83(1986)-  26 00 46.     (N)    097 30 09.     (W)     SCALED    
 AB0657* NAVD 88     -         5.819  (meters)      19.09   (feet)  POSTED    
 AB0657  ___________________________________________________________________
 AB0657  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 AB0657  DYNAMIC HT  -           5.810 (meters)      19.06  (feet)  COMP
 AB0657  MODELED GRAV-     979,035.3   (mgal)                       NAVD 88
 AB0657
 AB0657  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AB0657
 AB0657.The horizontal coordinates were scaled from a topographic map and have
 AB0657.an estimated accuracy of +/- 6 seconds.
 AB0657
 AB0657.The orthometric height was determined by differential leveling
 AB0657.and adjusted by the National Geodetic Survey in 1992..
 AB0657.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AB0657.rate of 0.0 thru 1.0 mm/km.
 AB0657
 AB0657.The geoid height was determined by GEOID03.
 AB0657
 AB0657.The dynamic height is computed by dividing the NAVD 88
 AB0657.geopotential number by the normal gravity value computed on the
 AB0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0657.degrees latitude (g = 980.6199 gals.).
 AB0657
 AB0657.The modeled gravity was interpolated from observed gravity values.
 AB0657
 AB0657;                    North         East    Units  Estimated Accuracy
 AB0657;SPC TX S     - 5,038,740.      399,860.      MT  (+/- 180 meters Scaled)
 AB0657
 AB0657                          SUPERSEDED SURVEY CONTROL
 AB0657
 AB0657  NGVD 29 (??/??/92)    5.91   (m)           19.4    (f) COMPUTED    2 0
 AB0657
 AB0657.Superseded values are not recommended for survey control.
 AB0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0657.See file dsdata.txt to determine how the superseded data were derived.
 AB0657
 AB0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP498779(NAD 83)
 AB0657_MARKER: DB = BENCH MARK DISK
 AB0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0657_STAMPING: F 679 1942
 AB0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0657+STABILITY: SURFACE MOTION
 AB0657
 AB0657  HISTORY     - Date     Condition        Report By
 AB0657  HISTORY     - 1942     MONUMENTED       CGS
 AB0657  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0657  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0657
 AB0657                          STATION DESCRIPTION
 AB0657
 AB0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0657'2.2 MI E FROM OLMITO.
 AB0657'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT OLMITO, PROCEED
 AB0657'SOUTHERLY ON U.S. HIGHWAY NUMBER 83, GO 0.3 MILE.  TURN EASTERLY
 AB0657'(LEFT) ONTO GRADED DIRT ROAD AND GO 1.9 MILES TO A POWER LINE AND SITE
 AB0657'OF BENCH MARK.  BENCH MARK IS 45 FEET EAST OF THE CENTER OF A
 AB0657'CATTLEGUARD.  30 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AB0657'CENTERLINE OF THE ROAD.  6.5 FEET SOUTHEAST OF A POWER LINE POLE. 3.0
 AB0657'FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST. AND 1.0 FOOT NORTH OF
 AB0657'THE RIGHT OF WAY FENCE.
 AB0657
 AB0657                          STATION RECOVERY (1981)
 AB0657
 AB0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0657'NOT RECOVERED THIS DATE.
 AB0657
 AB0657                          STATION RECOVERY (1987)
 AB0657
 AB0657'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0848 ***********************************************************************
 AB0848  DESIGNATION -  F 680
 AB0848  PID         -  AB0848
 AB0848  STATE/COUNTY-  TX/CAMERON
 AB0848  USGS QUAD   -  OLMITO (1983)
 AB0848
 AB0848                         *CURRENT SURVEY CONTROL
 AB0848  ___________________________________________________________________
 AB0848* NAD 83(1986)-  26 00 52.     (N)    097 32 29.     (W)     SCALED    
 AB0848* NAVD 88     -        10.483  (meters)      34.39   (feet)  ADJUSTED  
 AB0848  ___________________________________________________________________
 AB0848  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 AB0848  DYNAMIC HT  -          10.466 (meters)      34.34  (feet)  COMP
 AB0848  MODELED GRAV-     979,030.8   (mgal)                       NAVD 88
 AB0848
 AB0848  VERT ORDER  -  FIRST     CLASS II
 AB0848
 AB0848.The horizontal coordinates were scaled from a topographic map and have
 AB0848.an estimated accuracy of +/- 6 seconds.
 AB0848
 AB0848.The orthometric height was determined by differential leveling
 AB0848.and adjusted by the National Geodetic Survey in June 1991..
 AB0848
 AB0848.The geoid height was determined by GEOID03.
 AB0848
 AB0848.The dynamic height is computed by dividing the NAVD 88
 AB0848.geopotential number by the normal gravity value computed on the
 AB0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0848.degrees latitude (g = 980.6199 gals.).
 AB0848
 AB0848.The modeled gravity was interpolated from observed gravity values.
 AB0848
 AB0848;                    North         East    Units  Estimated Accuracy
 AB0848;SPC TX S     - 5,038,900.      395,970.      MT  (+/- 180 meters Scaled)
 AB0848
 AB0848                          SUPERSEDED SURVEY CONTROL
 AB0848
 AB0848  NGVD 29 (??/??/92)   10.56   (m)           34.6    (f) COMPUTED    1 2
 AB0848
 AB0848.Superseded values are not recommended for survey control.
 AB0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0848.See file dsdata.txt to determine how the superseded data were derived.
 AB0848
 AB0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP459780(NAD 83)
 AB0848_MARKER: DB = BENCH MARK DISK
 AB0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0848_STAMPING: F 680 1942
 AB0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0848+STABILITY: SURFACE MOTION
 AB0848
 AB0848  HISTORY     - Date     Condition        Report By
 AB0848  HISTORY     - 1942     MONUMENTED       CGS
 AB0848  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0848  HISTORY     - 19910321 MARK NOT FOUND   USPSQD
 AB0848
 AB0848                          STATION DESCRIPTION
 AB0848
 AB0848'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0848'1.0 MI SW FROM OLMITO.
 AB0848'1.0 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 AB0848'OLMITO, CAMERON COUNTY, 0.2 MILE SOUTH ALONG A DIRT ROAD.  270 FEET
 AB0848'WEST OF A SMALL LAKE, 27 FEET NORTH OF THE CENTERLINE OF THE DIRT
 AB0848'ROAD, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 2 FEET EAST OF A WHITE
 AB0848'WOODEN WITNESS POST, AND 2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 AB0848'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AB0848
 AB0848                          STATION RECOVERY (1991)
 AB0848
 AB0848'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0817 ***********************************************************************
 AB0817  DESIGNATION -  F 681
 AB0817  PID         -  AB0817
 AB0817  STATE/COUNTY-  TX/CAMERON
 AB0817  USGS QUAD   -  HARLINGEN (1983)
 AB0817
 AB0817                         *CURRENT SURVEY CONTROL
 AB0817  ___________________________________________________________________
 AB0817* NAD 83(1986)-  26 10 11.     (N)    097 42 11.     (W)     SCALED    
 AB0817* NAVD 88     -        12.936  (meters)      42.44   (feet)  ADJUSTED  
 AB0817  ___________________________________________________________________
 AB0817  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0817  DYNAMIC HT  -          12.915 (meters)      42.37  (feet)  COMP
 AB0817  MODELED GRAV-     979,031.9   (mgal)                       NAVD 88
 AB0817
 AB0817  VERT ORDER  -  SECOND    CLASS 0
 AB0817
 AB0817.The horizontal coordinates were scaled from a topographic map and have
 AB0817.an estimated accuracy of +/- 6 seconds.
 AB0817
 AB0817.The orthometric height was determined by differential leveling
 AB0817.and adjusted by the National Geodetic Survey in June 1991..
 AB0817
 AB0817.The geoid height was determined by GEOID03.
 AB0817
 AB0817.The dynamic height is computed by dividing the NAVD 88
 AB0817.geopotential number by the normal gravity value computed on the
 AB0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0817.degrees latitude (g = 980.6199 gals.).
 AB0817
 AB0817.The modeled gravity was interpolated from observed gravity values.
 AB0817
 AB0817;                    North         East    Units  Estimated Accuracy
 AB0817;SPC TX S     - 5,055,990.      379,670.      MT  (+/- 180 meters Scaled)
 AB0817
 AB0817                          SUPERSEDED SURVEY CONTROL
 AB0817
 AB0817  NGVD 29 (??/??/92)   13.046  (m)           42.80   (f) ADJ UNCH    2 0
 AB0817
 AB0817.Superseded values are not recommended for survey control.
 AB0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0817.See file dsdata.txt to determine how the superseded data were derived.
 AB0817
 AB0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP296951(NAD 83)
 AB0817_MARKER: DD = SURVEY DISK
 AB0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0817_STAMPING: F 681 1942
 AB0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0817+STABILITY: SURFACE MOTION
 AB0817
 AB0817  HISTORY     - Date     Condition        Report By
 AB0817  HISTORY     - 1942     MONUMENTED       IBC
 AB0817  HISTORY     - 1942     GOOD             NGS
 AB0817
 AB0817                          STATION DESCRIPTION
 AB0817
 AB0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0817'5.8 MI N FROM RANGERVILLE.
 AB0817'5.8 MILES NORTH ALONG A PAVED COUNTY ROAD FROM THE PUBLIC SCHOOL AT
 AB0817'RANGERVILLE, CAMERON COUNTY, 2.7 MILES SOUTHEAST OF THE MISSOURI
 AB0817'PACIFIC RAILROAD STATION AT HARLINGEN, 0.2 MILE NORTH OF THE NORTHWEST
 AB0817'CORNER OF THE RIGHT-OF-WAY FENCE OF THE HARLINGEN FARM WORKERS CAMP,
 AB0817'0.2 MILE SOUTH OF THE JUNCTION OF THE COUNTY ROAD, U.S. HIGHWAY 83 AND
 AB0817'BYPASS U.S. HIGHWAY 281, 140 FEET WEST ACROSS THE ROAD FROM A LARGE
 AB0817'TIN BUILDING, 110 FEET SOUTH OF A SMALL FRAMEHOUSE, 37 FEET WEST OF
 AB0817'THE CENTERLINE OF THE COUNTY ROAD, 7 FEET SOUTHWEST OF THE
 AB0817'RIGHT-OF-WAY FENCE CORNER, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AB0817'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  AN INTERNATIONAL
 AB0817'BOUNDARY COMMISSION STANDARD DISK, STAMPED F 681 1942 AND SET IN THE
 AB0817'TOP OF A CONCRETE POST PROJECTING 2.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0864 ***********************************************************************
 AB0864  DESIGNATION -  F 682
 AB0864  PID         -  AB0864
 AB0864  STATE/COUNTY-  TX/CAMERON
 AB0864  USGS QUAD   -  LA PALOMA (1970)
 AB0864
 AB0864                         *CURRENT SURVEY CONTROL
 AB0864  ___________________________________________________________________
 AB0864* NAD 83(1986)-  26 01 48.     (N)    097 38 40.     (W)     SCALED    
 AB0864* NAVD 88     -        15.777  (meters)      51.76   (feet)  ADJUSTED  
 AB0864  ___________________________________________________________________
 AB0864  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 AB0864  DYNAMIC HT  -          15.751 (meters)      51.68  (feet)  COMP
 AB0864  MODELED GRAV-     979,022.6   (mgal)                       NAVD 88
 AB0864
 AB0864  VERT ORDER  -  SECOND    CLASS 0
 AB0864
 AB0864.The horizontal coordinates were scaled from a topographic map and have
 AB0864.an estimated accuracy of +/- 6 seconds.
 AB0864
 AB0864.The orthometric height was determined by differential leveling
 AB0864.and adjusted by the National Geodetic Survey in June 1991..
 AB0864
 AB0864.The geoid height was determined by GEOID03.
 AB0864
 AB0864.The dynamic height is computed by dividing the NAVD 88
 AB0864.geopotential number by the normal gravity value computed on the
 AB0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0864.degrees latitude (g = 980.6199 gals.).
 AB0864
 AB0864.The modeled gravity was interpolated from observed gravity values.
 AB0864
 AB0864;                    North         East    Units  Estimated Accuracy
 AB0864;SPC TX S     - 5,040,550.      385,640.      MT  (+/- 180 meters Scaled)
 AB0864
 AB0864                          SUPERSEDED SURVEY CONTROL
 AB0864
 AB0864  NGVD 29 (??/??/92)   15.875  (m)           52.08   (f) ADJ UNCH    2 0
 AB0864
 AB0864.Superseded values are not recommended for survey control.
 AB0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0864.See file dsdata.txt to determine how the superseded data were derived.
 AB0864
 AB0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP356797(NAD 83)
 AB0864_MARKER: DD = SURVEY DISK
 AB0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0864_STAMPING: F 682 1942
 AB0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0864+STABILITY: SURFACE MOTION
 AB0864
 AB0864  HISTORY     - Date     Condition        Report By
 AB0864  HISTORY     - 1942     MONUMENTED       IBC
 AB0864  HISTORY     - 1942     GOOD             NGS
 AB0864
 AB0864                          STATION DESCRIPTION
 AB0864
 AB0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0864'12.7 MI NW FROM BROWNSVILLE.
 AB0864'12.7 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH
 AB0864'SCHOOL AT BROWNSVILLE, CAMERON COUNTY, 97 FEET NORTHWEST OF THE
 AB0864'NORTHWEST END OF A 60-FOOT WOODEN BRIDGE IN THE LEVEE AND OVER THE
 AB0864'DRAINAGE CANAL, 86 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, 50
 AB0864'FEET NORTH OF THE TOP OF THE LEVEE, 2 FEET EAST OF A WHITE WOODEN
 AB0864'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  AN
 AB0864'INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK, STAMPED F 682 1942
 AB0864'AND SET IN THE TOP OF A 4-INCH IRON PIPE FILLED WITH CONCRETE AND
 AB0864'PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0450 ***********************************************************************
 AB0450  DESIGNATION -  F 683
 AB0450  PID         -  AB0450
 AB0450  STATE/COUNTY-  TX/CAMERON
 AB0450  USGS QUAD   -  HARLINGEN (1983)
 AB0450
 AB0450                         *CURRENT SURVEY CONTROL
 AB0450  ___________________________________________________________________
 AB0450* NAD 83(1986)-  26 10 57.     (N)    097 41 20.     (W)     SCALED    
 AB0450* NAVD 88     -        13.791  (meters)      45.25   (feet)  ADJUSTED  
 AB0450  ___________________________________________________________________
 AB0450  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AB0450  DYNAMIC HT  -          13.769 (meters)      45.17  (feet)  COMP
 AB0450  MODELED GRAV-     979,034.0   (mgal)                       NAVD 88
 AB0450
 AB0450  VERT ORDER  -  FIRST     CLASS II
 AB0450
 AB0450.The horizontal coordinates were scaled from a topographic map and have
 AB0450.an estimated accuracy of +/- 6 seconds.
 AB0450
 AB0450.The orthometric height was determined by differential leveling
 AB0450.and adjusted by the National Geodetic Survey in June 1991..
 AB0450.WARNING-Repeat measurements at this control monument indicate possible
 AB0450.vertical movement.
 AB0450
 AB0450.The geoid height was determined by GEOID03.
 AB0450
 AB0450.The dynamic height is computed by dividing the NAVD 88
 AB0450.geopotential number by the normal gravity value computed on the
 AB0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0450.degrees latitude (g = 980.6199 gals.).
 AB0450
 AB0450.The modeled gravity was interpolated from observed gravity values.
 AB0450
 AB0450;                    North         East    Units  Estimated Accuracy
 AB0450;SPC TX S     - 5,057,410.      381,080.      MT  (+/- 180 meters Scaled)
 AB0450
 AB0450                          SUPERSEDED SURVEY CONTROL
 AB0450
 AB0450.No superseded survey control is available for this station.
 AB0450
 AB0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP310965(NAD 83)
 AB0450_MARKER: DB = BENCH MARK DISK
 AB0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0450_SP_SET: CULVERT
 AB0450_STAMPING: F 683 1942
 AB0450_MARK LOGO: CGS   
 AB0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0450
 AB0450  HISTORY     - Date     Condition        Report By
 AB0450  HISTORY     - 1942     MONUMENTED       CGS
 AB0450  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0450  HISTORY     - 1981     GOOD             NGS
 AB0450  HISTORY     - 1988     POOR             USPSQD
 AB0450  HISTORY     - 1988     POOR             USPSQD
 AB0450  HISTORY     - 1988     POOR             USPSQD
 AB0450  HISTORY     - 19910320 GOOD             USPSQD
 AB0450  HISTORY     - 19930212 POOR             USPSQD
 AB0450  HISTORY     - 19950213 POOR             USPSQD
 AB0450  HISTORY     - 20040120 POOR             GEOCAC
 AB0450
 AB0450                          STATION DESCRIPTION
 AB0450
 AB0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0450'0.7 MI SE FROM HARLINGEN.
 AB0450'0.7 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AB0450'AT HARLINGEN, CAMERON COUNTY, 2 POLES NORTHWEST OF MILEPOST 24, AT AN
 AB0450'IRRIGATION CANAL, AT A CONCRETE BOX CULVERT, IN THE TOP OF THE
 AB0450'SOUTHEAST END OF THE SOUTHWEST HEADWALL, 30 FEET SOUTHWEST OF THE
 AB0450'CENTERLINE OF THE TRACK, AND 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 AB0450'DISK.
 AB0450
 AB0450                          STATION RECOVERY (1954)
 AB0450
 AB0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB0450'MARK NOT FOUND.
 AB0450
 AB0450                          STATION RECOVERY (1981)
 AB0450
 AB0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0450'1.0 KM (0.6 MI) SOUTHEAST ALONG SOUTH COMMERCE STREET FROM THE CITY
 AB0450'HALL IN HARLINGEN, ALSO ABOUT 0.2 KM (0.1 MI) NORTHWEST OF RAILROAD
 AB0450'MILEPOST 24, AT AN IRRIGATION CANAL, SET IN THE TOP OF THE SOUTHEAST
 AB0450'END OF THE SOUTHWEST HEADWALL OF A CONCRETE BOXED CULVERT OVER THE
 AB0450'CANAL, 31.0 METERS (102.0 FT) NORTHWEST OF THE CENTER OF EAST
 AB0450'CLEVELAND AVENUE, 16.7 METERS (55.0 FT) SOUTHWEST OF AND ACROSS
 AB0450'RAILROAD TRACKS FROM A RAILROAD SWITCH STAND, 8.2 METERS (27.0 FT)
 AB0450'WEST OF A RAILROAD SIGNAL BOX, 23.7 METERS (78.0 FT) NORTH OF A
 AB0450'JUNCTION POWER POLE WITH A TRANSFORMER, AND 8.5 METERS (28.0 FT)
 AB0450'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC RAILROAD.
 AB0450'THE MARK IS 0.9 M ABOVE TRACKS.
 AB0450
 AB0450                          STATION RECOVERY (1988)
 AB0450
 AB0450'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0450'MARK RECOVERED IN POOR CONDITION.
 AB0450
 AB0450                          STATION RECOVERY (1988)
 AB0450
 AB0450'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0450'MARK RECOVERED IN POOR CONDITION.
 AB0450
 AB0450                          STATION RECOVERY (1988)
 AB0450
 AB0450'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEC)
 AB0450'MARK RECOVERED IN POOR CONDITION.
 AB0450
 AB0450                          STATION RECOVERY (1991)
 AB0450
 AB0450'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0450'RECOVERED IN GOOD CONDITION.
 AB0450
 AB0450                          STATION RECOVERY (1993)
 AB0450
 AB0450'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0450'MARK RECOVERED IN POOR CONDITION.
 AB0450
 AB0450                          STATION RECOVERY (1995)
 AB0450
 AB0450'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0450'MARK RECOVERED IN POOR CONDITION.
 AB0450
 AB0450                          STATION RECOVERY (2004)
 AB0450
 AB0450'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0450'RAILROAD MILEPOST 24 DOES NOT EXIST.  FOUND 0.16 MILE SOUTH OF WHERE
 AB0450'BUCHANAN AVENUE CROSSES RAILROAD.  ACCESS VIA SOUTH WEST AVENUE PAST
 AB0450'1017 S WEST AVENUE TO CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0249 ***********************************************************************
 AE0249  DESIGNATION -  F 684
 AE0249  PID         -  AE0249
 AE0249  STATE/COUNTY-  TX/HIDALGO
 AE0249  USGS QUAD   -  SAN JUAN SE (1962)
 AE0249
 AE0249                         *CURRENT SURVEY CONTROL
 AE0249  ___________________________________________________________________
 AE0249* NAD 83(1986)-  26 04 39.     (N)    098 01 51.     (W)     SCALED    
 AE0249* NAVD 88     -        24.565  (meters)      80.59   (feet)  ADJUSTED  
 AE0249  ___________________________________________________________________
 AE0249  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AE0249  DYNAMIC HT  -          24.524 (meters)      80.46  (feet)  COMP
 AE0249  MODELED GRAV-     978,998.0   (mgal)                       NAVD 88
 AE0249
 AE0249  VERT ORDER  -  SECOND    CLASS 0
 AE0249
 AE0249.The horizontal coordinates were scaled from a topographic map and have
 AE0249.an estimated accuracy of +/- 6 seconds.
 AE0249
 AE0249.The orthometric height was determined by differential leveling
 AE0249.and adjusted by the National Geodetic Survey in June 1991..
 AE0249
 AE0249.The geoid height was determined by GEOID03.
 AE0249
 AE0249.The dynamic height is computed by dividing the NAVD 88
 AE0249.geopotential number by the normal gravity value computed on the
 AE0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0249.degrees latitude (g = 980.6199 gals.).
 AE0249
 AE0249.The modeled gravity was interpolated from observed gravity values.
 AE0249
 AE0249;                    North         East    Units  Estimated Accuracy
 AE0249;SPC TX S     - 5,045,610.      346,940.      MT  (+/- 180 meters Scaled)
 AE0249
 AE0249                          SUPERSEDED SURVEY CONTROL
 AE0249
 AE0249  NGVD 29 (??/??/92)   24.681  (m)           80.97   (f) ADJ UNCH    2 0
 AE0249
 AE0249.Superseded values are not recommended for survey control.
 AE0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0249.See file dsdata.txt to determine how the superseded data were derived.
 AE0249
 AE0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP969846(NAD 83)
 AE0249_MARKER: DD = SURVEY DISK
 AE0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0249_STAMPING: F 684 1942
 AE0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0249+STABILITY: SURFACE MOTION
 AE0249
 AE0249  HISTORY     - Date     Condition        Report By
 AE0249  HISTORY     - 1942     MONUMENTED       IBC
 AE0249  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0249
 AE0249                          STATION DESCRIPTION
 AE0249
 AE0249'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0249'2.3 MI E FROM RAY PAUL.
 AE0249'2.3 MILES EAST ALONG OLD MILITARY ROAD FROM RUN SCHOOL NO. 1 AT RAY
 AE0249'PAUL, HIDALGO COUNTY, AT THE POINT WHERE THE ROAD CURVES UP ON THE
 AE0249'LEVEE, 0.1 MILE SOUTHWEST ACROSS THE LEVEE FROM MILEPOST 37-38, 195
 AE0249'FEET SOUTHWEST OF THE INTERSECTION OF THE ROAD AND THE LEVEE, 165 FEET
 AE0249'SOUTH OF A CATTLE GUARD ON TOP OF THE LEVEE, IN A CLEARING SOUTH OF
 AE0249'THE LEVEE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 8
 AE0249'FEET LOWER THAN THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AE0249'1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0283 ***********************************************************************
 AE0283  DESIGNATION -  F 685
 AE0283  PID         -  AE0283
 AE0283  STATE/COUNTY-  TX/HIDALGO
 AE0283  USGS QUAD   -  MISSION (1983)
 AE0283
 AE0283                         *CURRENT SURVEY CONTROL
 AE0283  ___________________________________________________________________
 AE0283* NAD 83(1986)-  26 08 59.     (N)    098 16 49.     (W)     SCALED    
 AE0283* NAVD 88     -        32.133  (meters)     105.42   (feet)  POSTED    
 AE0283  ___________________________________________________________________
 AE0283  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AE0283  DYNAMIC HT  -          32.080 (meters)     105.25  (feet)  COMP
 AE0283  MODELED GRAV-     978,982.5   (mgal)                       NAVD 88
 AE0283
 AE0283  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0283
 AE0283.The horizontal coordinates were scaled from a topographic map and have
 AE0283.an estimated accuracy of +/- 6 seconds.
 AE0283
 AE0283.The orthometric height was determined by differential leveling
 AE0283.and adjusted by the National Geodetic Survey in 1992..
 AE0283.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0283.rate of 1.1 thru 2.0 mm/km.
 AE0283
 AE0283.The geoid height was determined by GEOID03.
 AE0283
 AE0283.The dynamic height is computed by dividing the NAVD 88
 AE0283.geopotential number by the normal gravity value computed on the
 AE0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0283.degrees latitude (g = 980.6199 gals.).
 AE0283
 AE0283.The modeled gravity was interpolated from observed gravity values.
 AE0283
 AE0283;                    North         East    Units  Estimated Accuracy
 AE0283;SPC TX S     - 5,053,540.      321,970.      MT  (+/- 180 meters Scaled)
 AE0283
 AE0283                          SUPERSEDED SURVEY CONTROL
 AE0283
 AE0283  NGVD 29 (??/??/92)   32.238  (m)          105.77   (f) ADJ UNCH    2 0
 AE0283
 AE0283.Superseded values are not recommended for survey control.
 AE0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0283.See file dsdata.txt to determine how the superseded data were derived.
 AE0283
 AE0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP719924(NAD 83)
 AE0283_MARKER: DB = BENCH MARK DISK
 AE0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0283_SP_SET: CULVERT
 AE0283_STAMPING: F 685 1942
 AE0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0283
 AE0283  HISTORY     - Date     Condition        Report By
 AE0283  HISTORY     - 1942     MONUMENTED       CGS
 AE0283  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0283
 AE0283                          STATION DESCRIPTION
 AE0283
 AE0283'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0283'3.0 MI N FROM HIDALGO.
 AE0283'3.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF U.S.
 AE0283'HIGHWAY 281 ABOUT 0.1 MILE WEST OF THE POST OFFICE AT HIDALGO, HIDALGO
 AE0283'COUNTY, THENCE 2.0 MILES WEST ALONG A GRAVEL ROAD.  0.2 MILE WEST OF
 AE0283'THE END OF THE CONCRETE PAVEMENT IN 1942, AT A CONCRETE-BOX CULVERT
 AE0283'UNDER THE ROAD, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 21
 AE0283'FEET SOUTH OF THE CENTERLINE OF THE PAVEMENT, AND ABOUT 1 FOOT HIGHER
 AE0283'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0518 ***********************************************************************
 AE0518  DESIGNATION -  F 686
 AE0518  PID         -  AE0518
 AE0518  STATE/COUNTY-  TX/HIDALGO
 AE0518  USGS QUAD   -  MISSION (1983)
 AE0518
 AE0518                         *CURRENT SURVEY CONTROL
 AE0518  ___________________________________________________________________
 AE0518* NAD 83(1986)-  26 13 47.     (N)    098 19 23.     (W)     SCALED    
 AE0518* NAVD 88     -        41.334  (meters)     135.61   (feet)  ADJUSTED  
 AE0518  ___________________________________________________________________
 AE0518  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AE0518  DYNAMIC HT  -          41.266 (meters)     135.39  (feet)  COMP
 AE0518  MODELED GRAV-     978,993.9   (mgal)                       NAVD 88
 AE0518
 AE0518  VERT ORDER  -  FIRST     CLASS II
 AE0518
 AE0518.The horizontal coordinates were scaled from a topographic map and have
 AE0518.an estimated accuracy of +/- 6 seconds.
 AE0518
 AE0518.The orthometric height was determined by differential leveling
 AE0518.and adjusted by the National Geodetic Survey in June 1991..
 AE0518.WARNING-Repeat measurements at this control monument indicate possible
 AE0518.vertical movement.
 AE0518
 AE0518.The geoid height was determined by GEOID03.
 AE0518
 AE0518.The dynamic height is computed by dividing the NAVD 88
 AE0518.geopotential number by the normal gravity value computed on the
 AE0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0518.degrees latitude (g = 980.6199 gals.).
 AE0518
 AE0518.The modeled gravity was interpolated from observed gravity values.
 AE0518
 AE0518;                    North         East    Units  Estimated Accuracy
 AE0518;SPC TX S     - 5,062,400.      317,680.      MT  (+/- 180 meters Scaled)
 AE0518
 AE0518                          SUPERSEDED SURVEY CONTROL
 AE0518
 AE0518  NGVD 29 (??/??/92)   41.388  (m)          135.79   (f) ADJ UNCH    1 2
 AE0518
 AE0518.Superseded values are not recommended for survey control.
 AE0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0518.See file dsdata.txt to determine how the superseded data were derived.
 AE0518
 AE0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ676013(NAD 83)
 AE0518_MARKER: DB = BENCH MARK DISK
 AE0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0518_SP_SET: CULVERT
 AE0518_STAMPING: F 686 1942
 AE0518_MARK LOGO: CGS   
 AE0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0518
 AE0518  HISTORY     - Date     Condition        Report By
 AE0518  HISTORY     - 1942     MONUMENTED       CGS
 AE0518  HISTORY     - 1981     GOOD             NGS
 AE0518  HISTORY     - 1987     GOOD             USPSQD
 AE0518  HISTORY     - 1987     GOOD             USPSQD
 AE0518  HISTORY     - 19920409 MARK NOT FOUND   USPSQD
 AE0518  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 AE0518
 AE0518                          STATION DESCRIPTION
 AE0518
 AE0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0518'1.05 MI N FROM MISSION.
 AE0518'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY BUILDING AT
 AE0518'MISSION, PROCEED 1.05 MILE NORTHERLY ALONG STATE HIGHWAY NO. 107 TO A
 AE0518'PAVED CROSS ROAD AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0518'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 3X3
 AE0518'FOOT CONCRETE BOX CULVERT UNDER THE PAVED CROSS ROAD.  IT IS 45.8 FEET
 AE0518'NORTH OF AND ACROSS THE CROSS ROAD FROM TELEPHONE POLE NO. 15, 30.4
 AE0518'FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY,
 AE0518'16.0 FEET NORTH OF THE CENTERLINE OF THE CROSS ROAD.
 AE0518
 AE0518                          STATION RECOVERY (1981)
 AE0518
 AE0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0518'RECOVERED IN GOOD CONDITION.
 AE0518
 AE0518                          STATION RECOVERY (1987)
 AE0518
 AE0518'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0518'RECOVERED IN GOOD CONDITION.
 AE0518
 AE0518                          STATION RECOVERY (1987)
 AE0518
 AE0518'RECOVERY NOTE BY US POWER SQUADRON 1987 (JUE)
 AE0518'RECOVERED IN GOOD CONDITION.
 AE0518
 AE0518                          STATION RECOVERY (1992)
 AE0518
 AE0518'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0518'MARK NOT FOUND.
 AE0518
 AE0518                          STATION RECOVERY (2004)
 AE0518
 AE0518'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE0518'FIRST STATE BANK AND TRUST COMPANY IS NOW CALLED TEXAS STATE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0747 ***********************************************************************
 AE0747  DESIGNATION -  F 687
 AE0747  PID         -  AE0747
 AE0747  STATE/COUNTY-  TX/STARR
 AE0747  USGS QUAD   -  EL CHAPOTE CREEK (1972)
 AE0747
 AE0747                         *CURRENT SURVEY CONTROL
 AE0747  ___________________________________________________________________
 AE0747* NAD 83(1986)-  26 32 51.     (N)    098 52 35.     (W)     SCALED    
 AE0747* NAVD 88     -        82.558  (meters)     270.86   (feet)  ADJUSTED  
 AE0747  ___________________________________________________________________
 AE0747  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AE0747  DYNAMIC HT  -          82.422 (meters)     270.41  (feet)  COMP
 AE0747  MODELED GRAV-     979,007.1   (mgal)                       NAVD 88
 AE0747
 AE0747  VERT ORDER  -  SECOND    CLASS 0
 AE0747
 AE0747.The horizontal coordinates were scaled from a topographic map and have
 AE0747.an estimated accuracy of +/- 6 seconds.
 AE0747
 AE0747.The orthometric height was determined by differential leveling
 AE0747.and adjusted by the National Geodetic Survey in June 1991..
 AE0747
 AE0747.The geoid height was determined by GEOID03.
 AE0747
 AE0747.The dynamic height is computed by dividing the NAVD 88
 AE0747.geopotential number by the normal gravity value computed on the
 AE0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0747.degrees latitude (g = 980.6199 gals.).
 AE0747
 AE0747.The modeled gravity was interpolated from observed gravity values.
 AE0747
 AE0747;                    North         East    Units  Estimated Accuracy
 AE0747;SPC TX S     - 5,097,650.      262,500.      MT  (+/- 180 meters Scaled)
 AE0747
 AE0747                          SUPERSEDED SURVEY CONTROL
 AE0747
 AE0747  NGVD 29 (??/??/92)   82.614  (m)          271.04   (f) ADJ UNCH    2 0
 AE0747
 AE0747.Superseded values are not recommended for survey control.
 AE0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0747.See file dsdata.txt to determine how the superseded data were derived.
 AE0747
 AE0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ123363(NAD 83)
 AE0747_MARKER: DB = BENCH MARK DISK
 AE0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0747_STAMPING: F 687 1942
 AE0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0747+STABILITY: SURFACE MOTION
 AE0747
 AE0747  HISTORY     - Date     Condition        Report By
 AE0747  HISTORY     - 1942     MONUMENTED       CGS
 AE0747  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0747
 AE0747                          STATION DESCRIPTION
 AE0747
 AE0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0747'13.3 MI NW FROM RIO GRANDE CITY.
 AE0747'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY IN RIO GRANDE
 AE0747'CITY, PROCEED 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 83 TO THE
 AE0747'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY, THENCE 12.4 MILES
 AE0747'NORTHWESTERLY ALONG GRAVEL ROAD TO THE TOP OF A SMALL HILL AND SITE OF
 AE0747'BENCH MARK.  BENCH MARK IS ABOUT 0.05 MILE SOUTH OF THE CREST OF A
 AE0747'SMALL HILL.  IT IS 34.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AE0747'CENTERLINE OF GRAVEL ROAD.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH
 AE0747'WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AE0747
 AE0747                          STATION RECOVERY (1972)
 AE0747
 AE0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0774 ***********************************************************************
 AE0774  DESIGNATION -  F 689
 AE0774  PID         -  AE0774
 AE0774  STATE/COUNTY-  TX/JIM HOGG
 AE0774  USGS QUAD   -  CUEVITAS SW (1972)
 AE0774
 AE0774                         *CURRENT SURVEY CONTROL
 AE0774  ___________________________________________________________________
 AE0774* NAD 83(1986)-  26 51 46.     (N)    098 53 37.     (W)     SCALED    
 AE0774* NAVD 88     -       164.556  (meters)     539.88   (feet)  ADJUSTED  
 AE0774  ___________________________________________________________________
 AE0774  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AE0774  DYNAMIC HT  -         164.287 (meters)     539.00  (feet)  COMP
 AE0774  MODELED GRAV-     979,009.2   (mgal)                       NAVD 88
 AE0774
 AE0774  VERT ORDER  -  SECOND    CLASS 0
 AE0774
 AE0774.The horizontal coordinates were scaled from a topographic map and have
 AE0774.an estimated accuracy of +/- 6 seconds.
 AE0774
 AE0774.The orthometric height was determined by differential leveling
 AE0774.and adjusted by the National Geodetic Survey in June 1991..
 AE0774
 AE0774.The geoid height was determined by GEOID03.
 AE0774
 AE0774.The dynamic height is computed by dividing the NAVD 88
 AE0774.geopotential number by the normal gravity value computed on the
 AE0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0774.degrees latitude (g = 980.6199 gals.).
 AE0774
 AE0774.The modeled gravity was interpolated from observed gravity values.
 AE0774
 AE0774;                    North         East    Units  Estimated Accuracy
 AE0774;SPC TX S     - 5,132,580.      260,890.      MT  (+/- 180 meters Scaled)
 AE0774
 AE0774                          SUPERSEDED SURVEY CONTROL
 AE0774
 AE0774  NGVD 29 (??/??/92)  164.59   (m)          540.0    (f) COMPUTED    2 0
 AE0774
 AE0774.Superseded values are not recommended for survey control.
 AE0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0774.See file dsdata.txt to determine how the superseded data were derived.
 AE0774
 AE0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ105712(NAD 83)
 AE0774_MARKER: DB = BENCH MARK DISK
 AE0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0774_STAMPING: F 689 1942
 AE0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0774+STABILITY: SURFACE MOTION
 AE0774
 AE0774  HISTORY     - Date     Condition        Report By
 AE0774  HISTORY     - 1942     MONUMENTED       CGS
 AE0774
 AE0774                          STATION DESCRIPTION
 AE0774
 AE0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0774'8.65 MI N FROM VIBORAS.
 AE0774'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED 8.65 MILES NORTHERLY
 AE0774'ALONG A GRAVEL ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING
 AE0774'SOUTHWEST AND SITE OF BENCH MARK, BENCH MARK IS 38.0 FEET NORTHEAST OF
 AE0774'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD, 30.0
 AE0774'FEET NORTHEAST OF THE NORTHEAST END OF A CATTLE GUARD.  IT IS IN LINE
 AE0774'TANGENT WITH THE NORTHWEST EDGE OF THE DIRT ROAD, 2.0 FEET SOUTH OF
 AE0774'THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH
 AE0774'WHITE WOODEN MARKER POST, AND PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0775 ***********************************************************************
 AE0775  DESIGNATION -  F 689 RESET 1948
 AE0775  PID         -  AE0775
 AE0775  STATE/COUNTY-  TX/JIM HOGG
 AE0775  USGS QUAD   -  CUEVITAS SW (1972)
 AE0775
 AE0775                         *CURRENT SURVEY CONTROL
 AE0775  ___________________________________________________________________
 AE0775* NAD 83(1986)-  26 51 46.     (N)    098 53 37.     (W)     SCALED    
 AE0775* NAVD 88     -       164.55   (meters)     539.9    (feet)  RESET     
 AE0775  ___________________________________________________________________
 AE0775  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AE0775
 AE0775  VERT ORDER  -  THIRD
 AE0775
 AE0775.The horizontal coordinates were scaled from a topographic map and have
 AE0775.an estimated accuracy of +/- 6 seconds.
 AE0775
 AE0775.The orthometric height was computed from unverified reset data.
 AE0775
 AE0775.The geoid height was determined by GEOID03.
 AE0775
 AE0775;                    North         East    Units  Estimated Accuracy
 AE0775;SPC TX S     - 5,132,580.      260,890.      MT  (+/- 180 meters Scaled)
 AE0775
 AE0775                          SUPERSEDED SURVEY CONTROL
 AE0775
 AE0775.No superseded survey control is available for this station.
 AE0775
 AE0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ105712(NAD 83)
 AE0775_MARKER: DB = BENCH MARK DISK
 AE0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0775_STAMPING: F 689 RESET 1948
 AE0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0775+STABILITY: SURFACE MOTION
 AE0775
 AE0775  HISTORY     - Date     Condition        Report By
 AE0775  HISTORY     - 1948     MONUMENTED       TXHD
 AE0775
 AE0775                          STATION DESCRIPTION
 AE0775
 AE0775'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AE0775'8.6 MI N FROM VIBORAS.
 AE0775'IN JIM HOGG COUNTY, 8.6 MILES NORTH ALONG FARM-TO-MARKET ROAD 649 FROM
 AE0775'THE POST OFFICE AT VIBORAS, STARR COUNTY, AT THE INTERSECTION OF A
 AE0775'DIRT ROAD LEADING SOUTH, NEAR A CATTLE GUARD, AND 40 FEET EAST OF THE
 AE0775'CENTER LINE OF THE ROAD. A STANDARD DISK, STAMPED F 689 RESET 1948 AND
 AE0775'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1074 ***********************************************************************
 BY1074  DESIGNATION -  F 69
 BY1074  PID         -  BY1074
 BY1074  STATE/COUNTY-  TX/NACOGDOCHES
 BY1074  USGS QUAD   -  CUSHING (1973)
 BY1074
 BY1074                         *CURRENT SURVEY CONTROL
 BY1074  ___________________________________________________________________
 BY1074* NAD 83(1986)-  31 48 50.     (N)    094 50 28.     (W)     SCALED    
 BY1074* NAVD 88     -       127.534  (meters)     418.42   (feet)  ADJUSTED  
 BY1074  ___________________________________________________________________
 BY1074  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY1074  DYNAMIC HT  -         127.381 (meters)     417.92  (feet)  COMP
 BY1074  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 BY1074
 BY1074  VERT ORDER  -  FIRST     CLASS II
 BY1074
 BY1074.The horizontal coordinates were scaled from a topographic map and have
 BY1074.an estimated accuracy of +/- 6 seconds.
 BY1074
 BY1074.The orthometric height was determined by differential leveling
 BY1074.and adjusted by the National Geodetic Survey in June 1991..
 BY1074
 BY1074.The geoid height was determined by GEOID03.
 BY1074
 BY1074.The dynamic height is computed by dividing the NAVD 88
 BY1074.geopotential number by the normal gravity value computed on the
 BY1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1074.degrees latitude (g = 980.6199 gals.).
 BY1074
 BY1074.The modeled gravity was interpolated from observed gravity values.
 BY1074
 BY1074;                    North         East    Units  Estimated Accuracy
 BY1074;SPC TX C     - 3,250,880.    1,219,800.      MT  (+/- 180 meters Scaled)
 BY1074
 BY1074                          SUPERSEDED SURVEY CONTROL
 BY1074
 BY1074  NGVD 29 (??/??/92)  127.565  (m)          418.52   (f) ADJ UNCH    1 2
 BY1074
 BY1074.Superseded values are not recommended for survey control.
 BY1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1074.See file dsdata.txt to determine how the superseded data were derived.
 BY1074
 BY1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR257212(NAD 83)
 BY1074_MARKER: DB = BENCH MARK DISK
 BY1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1074_SP_SET: BUILDING WALL
 BY1074_STAMPING: F 69 1929 418.585
 BY1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1074
 BY1074  HISTORY     - Date     Condition        Report By
 BY1074  HISTORY     - 1929     MONUMENTED       CGS
 BY1074  HISTORY     - 1952     GOOD             NGS
 BY1074  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1074  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1074
 BY1074                          STATION DESCRIPTION
 BY1074
 BY1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1074'IN CUSHING.
 BY1074'AT CUSHING, SET VERTICALLY IN THE EAST BRICK WALL OF THE CUSHING
 BY1074'HARDWARE AND FURNITURE COMPANY BUILDING, 12 FEET SOUTH OF THE CENTER
 BY1074'OF THE SOUTH DOOR OF THE EAST ENTRANCE OF THE BUILDING, 0.6 FOOT NORTH
 BY1074'OF THE SOUTHEAST CORNER OF THE BUILDING, 3 FEET ABOVE THE SIDEWALK,
 BY1074'100 YARDS NORTHWEST OF THE RAILROAD STATION.
 BY1074
 BY1074                          STATION RECOVERY (1979)
 BY1074
 BY1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1074'MARK NOT FOUND.
 BY1074
 BY1074                          STATION RECOVERY (1998)
 BY1074
 BY1074'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0393 ***********************************************************************
 AW0393  DESIGNATION -  F 690 RESET
 AW0393  PID         -  AW0393
 AW0393  STATE/COUNTY-  TX/HARRIS
 AW0393  USGS QUAD   -  JACINTO CITY (1982)
 AW0393
 AW0393                         *CURRENT SURVEY CONTROL
 AW0393  ___________________________________________________________________
 AW0393* NAD 83(1986)-  29 52 10.     (N)    095 07 32.     (W)     SCALED    
 AW0393* NAVD 88     -        13.20   (+/-2cm)      43.3    (feet)  VERTCON   
 AW0393  ___________________________________________________________________
 AW0393  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0393  OBS GRAVITY -     979,297.8   (mgal)                       GRAV_OBS
 AW0393
 AW0393  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0393
 AW0393.The horizontal coordinates were scaled from a topographic map and have
 AW0393.an estimated accuracy of +/- 6 seconds.
 AW0393
 AW0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0393.The vertical order pertains to the NGVD 29 superseded value.
 AW0393
 AW0393.The geoid height was determined by GEOID03.
 AW0393.The observed gravity was obtained from relative gravimeter ties
 AW0393.to the IGSN71 gravity network.
 AW0393
 AW0393;                    North         East    Units  Estimated Accuracy
 AW0393;SPC TXSC     - 4,231,860.      974,220.      MT  (+/- 180 meters Scaled)
 AW0393
 AW0393                          SUPERSEDED SURVEY CONTROL
 AW0393
 AW0393  NGVD 29 (??/??/??)   13.196  (m)           43.29   (f) ADJUSTED    1 1
 AW0393
 AW0393.Superseded values are not recommended for survey control.
 AW0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0393.See file dsdata.txt to determine how the superseded data were derived.
 AW0393
 AW0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP947062(NAD 83)
 AW0393_MARKER: DB = BENCH MARK DISK
 AW0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0393_STAMPING: F 690 RESET 1947
 AW0393_MARK LOGO: CGS   
 AW0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0393+STABILITY: SURFACE MOTION
 AW0393
 AW0393  HISTORY     - Date     Condition        Report By
 AW0393  HISTORY     - 1947     MONUMENTED       CGS
 AW0393  HISTORY     - 1972     GOOD             NGS
 AW0393  HISTORY     - 1978     GOOD             NGS
 AW0393  HISTORY     - 1978     GOOD             DOD
 AW0393  HISTORY     - 1983     GOOD             NGS
 AW0393  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0393  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0393  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0393  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW0393
 AW0393                          STATION DESCRIPTION
 AW0393
 AW0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0393'0.2 MI NE FROM SHELDON.
 AW0393'ABOUT 0.2 MILE NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0393'CROSSING OF SHELDON ROAD, 121.4 FEET NORTHWEST OF THE CENTER OF THE
 AW0393'LINE OF US HIGHWAY 90, 27 FEET NORTHWEST OF THE NORTHWEST RAIL, 19
 AW0393'FEET SOUTHEAST OF A FENCE, 3.1 FEET NORTHEAST OF THE THIRD TELEPHONE
 AW0393'POLE NORTHEAST OF MILE POST 346, 73.8 FEET WEST OF THE FOURTH
 AW0393'TELEGRAPH POLE NORTHEAST OF MILE POST 346, 2 FEET SOUTHWEST OF A METAL
 AW0393'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAIL AND SET IN THE
 AW0393'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AW0393
 AW0393                          STATION RECOVERY (1978)
 AW0393
 AW0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0393'RECOVERED IN GOOD CONDITION.
 AW0393
 AW0393                          STATION RECOVERY (1978)
 AW0393
 AW0393'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0393'RECOVERED IN GOOD CONDITION.
 AW0393
 AW0393                          STATION RECOVERY (1983)
 AW0393
 AW0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0393'RECOVERED IN GOOD CONDITION.
 AW0393
 AW0393                          STATION RECOVERY (1986)
 AW0393
 AW0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0393'MARK NOT FOUND.
 AW0393
 AW0393                          STATION RECOVERY (1987)
 AW0393
 AW0393'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0393'MARK NOT FOUND.
 AW0393
 AW0393                          STATION RECOVERY (1987)
 AW0393
 AW0393'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0393'MARK NOT FOUND.
 AW0393
 AW0393                          STATION RECOVERY (1998)
 AW0393
 AW0393'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1154 ***********************************************************************
 AW1154  DESIGNATION -  F 691
 AW1154  PID         -  AW1154
 AW1154  STATE/COUNTY-  TX/BRAZORIA
 AW1154  USGS QUAD   -  LIVERPOOL (1963)
 AW1154
 AW1154                         *CURRENT SURVEY CONTROL
 AW1154  ___________________________________________________________________
 AW1154* NAD 83(1986)-  29 16 39.     (N)    095 17 51.     (W)     SCALED    
 AW1154* NAVD 88     -         9.14   (+/-2cm)      30.0    (feet)  VERTCON   
 AW1154  ___________________________________________________________________
 AW1154  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1154
 AW1154  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1154
 AW1154.The horizontal coordinates were scaled from a topographic map and have
 AW1154.an estimated accuracy of +/- 6 seconds.
 AW1154
 AW1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1154.The vertical order pertains to the NGVD 29 superseded value.
 AW1154
 AW1154.The geoid height was determined by GEOID03.
 AW1154
 AW1154;                    North         East    Units  Estimated Accuracy
 AW1154;SPC TXSC     - 4,165,750.      959,690.      MT  (+/- 180 meters Scaled)
 AW1154
 AW1154                          SUPERSEDED SURVEY CONTROL
 AW1154
 AW1154  NGVD 29 (??/??/92)    9.144  (m)           30.00   (f) ADJ UNCH    1 1
 AW1154
 AW1154.Superseded values are not recommended for survey control.
 AW1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1154.See file dsdata.txt to determine how the superseded data were derived.
 AW1154
 AW1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN767409(NAD 83)
 AW1154_MARKER: DB = BENCH MARK DISK
 AW1154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1154_SP_SET: CULVERT
 AW1154_STAMPING: F 691 1942
 AW1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1154
 AW1154  HISTORY     - Date     Condition        Report By
 AW1154  HISTORY     - 1942     MONUMENTED       CGS
 AW1154  HISTORY     - 1973     GOOD             NGS
 AW1154  HISTORY     - 1978     GOOD             NGS
 AW1154  HISTORY     - 1987     GOOD             USPSQD
 AW1154  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1154  HISTORY     - 1990     GOOD             USPSQD
 AW1154  HISTORY     - 1991     GOOD             USPSQD
 AW1154
 AW1154                          STATION DESCRIPTION
 AW1154
 AW1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1154'1.6 MI SW FROM LIVERPOOL.
 AW1154'1.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1154'CROSSING OF MAIN STREET AT LIVERPOOL, AT THE CROSSING OF THE SOUTH
 AW1154'TEXAS WATER COMPANY CANAL, 5 1/2 POLES SOUTHWEST OF MILEPOLE 332, IN
 AW1154'THE TOP AND CENTER OF THE SOUTHEAST CONCRETE HEAD WALL OF A CULVERT
 AW1154'OVER THE CANAL, 17.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 97 FEET
 AW1154'NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD WHICH CROSSES THE
 AW1154'TRACK, AND ABOUT LEVEL WITH THE TRACK.
 AW1154
 AW1154                          STATION RECOVERY (1978)
 AW1154
 AW1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1154'RECOVERED IN GOOD CONDITION.
 AW1154
 AW1154                          STATION RECOVERY (1987)
 AW1154
 AW1154'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1154'RECOVERED IN GOOD CONDITION.
 AW1154
 AW1154                          STATION RECOVERY (1988)
 AW1154
 AW1154'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1154'MARK NOT FOUND.
 AW1154
 AW1154                          STATION RECOVERY (1990)
 AW1154
 AW1154'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1154'RECOVERED IN GOOD CONDITION.
 AW1154
 AW1154                          STATION RECOVERY (1991)
 AW1154
 AW1154'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2861 ***********************************************************************
 AW2861  DESIGNATION -  F 692
 AW2861  PID         -  AW2861
 AW2861  STATE/COUNTY-  TX/HARRIS
 AW2861  USGS QUAD   -  MONT BELVIEU (1994)
 AW2861
 AW2861                         *CURRENT SURVEY CONTROL
 AW2861  ___________________________________________________________________
 AW2861* NAD 83(1986)-  29 45 01.     (N)    094 56 44.     (W)     SCALED    
 AW2861* NAVD 88     -        10.88   (+/-2cm)      35.7    (feet)  VERTCON   
 AW2861  ___________________________________________________________________
 AW2861  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW2861
 AW2861  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2861
 AW2861.The horizontal coordinates were scaled from a topographic map and have
 AW2861.an estimated accuracy of +/- 6 seconds.
 AW2861
 AW2861.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2861.The vertical order pertains to the NGVD 29 superseded value.
 AW2861
 AW2861.The geoid height was determined by GEOID03.
 AW2861
 AW2861;                    North         East    Units  Estimated Accuracy
 AW2861;SPC TXSC     - 4,219,250.      992,050.      MT  (+/- 180 meters Scaled)
 AW2861
 AW2861                          SUPERSEDED SURVEY CONTROL
 AW2861
 AW2861  NGVD 29 (??/??/92)   10.875  (m)           35.68   (f) ADJ UNCH    1 2
 AW2861
 AW2861.Superseded values are not recommended for survey control.
 AW2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2861.See file dsdata.txt to determine how the superseded data were derived.
 AW2861
 AW2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN118927(NAD 83)
 AW2861_MARKER: DB = BENCH MARK DISK
 AW2861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2861_SP_SET: CULVERT
 AW2861_STAMPING: F-692 1942
 AW2861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2861
 AW2861  HISTORY     - Date     Condition        Report By
 AW2861  HISTORY     - 1942     MONUMENTED       CGS
 AW2861  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AW2861
 AW2861                          STATION DESCRIPTION
 AW2861
 AW2861'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW2861'2.3 MI NE FROM GOOSE CREEK.
 AW2861'TO REACH FROM THE MUNICIPAL BUILDING AT GOOSE CREEK, PROCEED 1.2 MILE
 AW2861'NORTH ON PAVED ROAD TO THE INTERSECTION OF AN ASPHALT ROAD, THENCE
 AW2861'TURN RIGHT EAST, GO 1.1 MILE TO A 3X3 FOOT CONCRETE CULVERT UNDER
 AW2861'STATE HIGHWAY NO.146 AND TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AW2861'HORIZONTALLY IN THE CENTER AND TOP OF THE WEST CONCRETE HEADWALL OF
 AW2861'CULVERT.  IT IS 21.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE
 AW2861'OF THE HIGHWAY, ABOUT 34.0 FEET SOUTH OF AND LEVEL WITH THE CENTERLINE
 AW2861'OF AN ASPHALT ROAD.
 AW2861
 AW2861                          STATION RECOVERY (1997)
 AW2861
 AW2861'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4091 ***********************************************************************
 AW4091  DESIGNATION -  F 693
 AW4091  PID         -  AW4091
 AW4091  STATE/COUNTY-  TX/BRAZORIA
 AW4091  USGS QUAD   -  ROSHARON (1974)
 AW4091
 AW4091                         *CURRENT SURVEY CONTROL
 AW4091  ___________________________________________________________________
 AW4091* NAD 83(1986)-  29 15 11.     (N)    095 23 15.     (W)     SCALED    
 AW4091* NAVD 88     -         8.17   (+/-2cm)      26.8    (feet)  VERTCON   
 AW4091  ___________________________________________________________________
 AW4091  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW4091
 AW4091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4091
 AW4091.The horizontal coordinates were scaled from a topographic map and have
 AW4091.an estimated accuracy of +/- 6 seconds.
 AW4091
 AW4091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4091.The vertical order pertains to the NGVD 29 superseded value.
 AW4091
 AW4091.The geoid height was determined by GEOID03.
 AW4091
 AW4091;                    North         East    Units  Estimated Accuracy
 AW4091;SPC TXSC     - 4,162,770.      951,030.      MT  (+/- 180 meters Scaled)
 AW4091
 AW4091                          SUPERSEDED SURVEY CONTROL
 AW4091
 AW4091  NGVD 29 (??/??/92)    8.171  (m)           26.81   (f) ADJ UNCH    2 0
 AW4091
 AW4091.Superseded values are not recommended for survey control.
 AW4091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4091.See file dsdata.txt to determine how the superseded data were derived.
 AW4091
 AW4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN679383(NAD 83)
 AW4091_MARKER: DB = BENCH MARK DISK
 AW4091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4091_STAMPING: F 693 1942
 AW4091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4091+STABILITY: SURFACE MOTION
 AW4091
 AW4091  HISTORY     - Date     Condition        Report By
 AW4091  HISTORY     - 1942     MONUMENTED       CGS
 AW4091
 AW4091                          STATION DESCRIPTION
 AW4091
 AW4091'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4091'4.2 MI NW FROM DANBURY.
 AW4091'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AW4091'AT DANBURY, PROCEED 1.5 MILES NORTHWEST ALONG IMPROVED ROAD TO STATE
 AW4091'HIGHWAY NO. 35, THENCE GO 0.6 MILE SOUTHWEST ON HIGHWAY TO THE
 AW4091'INTERSECTION OF A DIRT CROSS ROAD, THENCE GO 1.4 MILE NORTHWEST ON
 AW4091'DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING WEST, THENCE GO
 AW4091'0.7 MILE WEST TO A BRIDGE OVER AN IRRIGATION DITCH AND SITE OF BENCH
 AW4091'MARK.  BENCH MARK IS 54.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AW4091'WOODEN BANISTER TO BRIDGE WITH 4 X 5 FOOT GALVANISED PIPE.  IT IS
 AW4091'ABOUT 250.0 FEET EAST OF A SMALL HOUSE ON THE NORTH SIDE OF ROAD,
 AW4091'ABOUT 39.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AW4091'CENTERLINE OF ROAD, 1.0 FOOT SOUTH OF RIGHT OF WAY FENCE.  MONUMENT IS
 AW4091'2.0 FEET WEST OF A 4 X 4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AW4091'0.5 FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1204 ***********************************************************************
 AN1204  DESIGNATION -  F 694
 AN1204  PID         -  AN1204
 AN1204  STATE/COUNTY-  TX/SAN PATRICIO
 AN1204  USGS QUAD   -  SINTON EAST (1979)
 AN1204
 AN1204                         *CURRENT SURVEY CONTROL
 AN1204  ___________________________________________________________________
 AN1204* NAD 83(1986)-  28 05 03.     (N)    097 28 30.     (W)     SCALED    
 AN1204* NAVD 88     -        16.953  (meters)      55.62   (feet)  ADJUSTED  
 AN1204  ___________________________________________________________________
 AN1204  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1204  DYNAMIC HT  -          16.928 (meters)      55.54  (feet)  COMP
 AN1204  MODELED GRAV-     979,137.4   (mgal)                       NAVD 88
 AN1204
 AN1204  VERT ORDER  -  FIRST     CLASS II
 AN1204
 AN1204.The horizontal coordinates were scaled from a topographic map and have
 AN1204.an estimated accuracy of +/- 6 seconds.
 AN1204
 AN1204.The orthometric height was determined by differential leveling
 AN1204.and adjusted by the National Geodetic Survey in June 1991..
 AN1204.WARNING-Repeat measurements at this control monument indicate possible
 AN1204.vertical movement.
 AN1204
 AN1204.The geoid height was determined by GEOID03.
 AN1204
 AN1204.The dynamic height is computed by dividing the NAVD 88
 AN1204.geopotential number by the normal gravity value computed on the
 AN1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1204.degrees latitude (g = 980.6199 gals.).
 AN1204
 AN1204.The modeled gravity was interpolated from observed gravity values.
 AN1204
 AN1204;                    North         East    Units  Estimated Accuracy
 AN1204;SPC TX S     - 5,268,260.      400,750.      MT  (+/- 180 meters Scaled)
 AN1204
 AN1204                          SUPERSEDED SURVEY CONTROL
 AN1204
 AN1204  NGVD 29 (??/??/92)   17.11   (m)           56.1    (f) COMPUTED    1 2
 AN1204
 AN1204.Superseded values are not recommended for survey control.
 AN1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1204.See file dsdata.txt to determine how the superseded data were derived.
 AN1204
 AN1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS498074(NAD 83)
 AN1204_MARKER: DB = BENCH MARK DISK
 AN1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1204_SP_SET: CULVERT
 AN1204_STAMPING: F 694 1942
 AN1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1204
 AN1204  HISTORY     - Date     Condition        Report By
 AN1204  HISTORY     - 1942     MONUMENTED       CGS
 AN1204  HISTORY     - 1954     GOOD             USGS
 AN1204  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1204  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1204
 AN1204                          STATION DESCRIPTION
 AN1204
 AN1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1204'3.8 MI NE FROM SINTON.
 AN1204'TO REACH FROM THE RAILROAD STATION AT SINTON, PROCEED 3.8 MILES
 AN1204'NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO A
 AN1204'RAILROAD BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS 3 POLES
 AN1204'SOUTHWEST OF MILE POST NO.166 AND SET HORIZONTALLY IN THE NORTHEAST
 AN1204'END OF THE SOUTHEAST HEADWALL OF A 4 SECTION 5X3 FOOT CONCRETE CULVERT
 AN1204'UNDER HIGHWAY NO.77, ABOUT 90.0 FEET NORTHWEST OF THE CENTERLINE OF
 AN1204'TRACK.  IT IS 15.0 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AN1204'CENTERLINE OF HIGHWAY.
 AN1204
 AN1204                          STATION RECOVERY (1954)
 AN1204
 AN1204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AN1204'RECOVERED IN GOOD CONDITION.
 AN1204
 AN1204                          STATION RECOVERY (1990)
 AN1204
 AN1204'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1204'MARK NOT FOUND.
 AN1204
 AN1204                          STATION RECOVERY (1995)
 AN1204
 AN1204'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1205 ***********************************************************************
 AN1205  DESIGNATION -  F 694 RESET 1953
 AN1205  PID         -  AN1205
 AN1205  STATE/COUNTY-  TX/SAN PATRICIO
 AN1205  USGS QUAD   -  SINTON EAST (1979)
 AN1205
 AN1205                         *CURRENT SURVEY CONTROL
 AN1205  ___________________________________________________________________
 AN1205* NAD 83(1986)-  28 05 01.     (N)    097 28 35.     (W)     SCALED    
 AN1205* NAVD 88     -        16.761  (meters)      54.99   (feet)  ADJUSTED  
 AN1205  ___________________________________________________________________
 AN1205  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN1205  DYNAMIC HT  -          16.736 (meters)      54.91  (feet)  COMP
 AN1205  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 AN1205
 AN1205  VERT ORDER  -  FIRST     CLASS I
 AN1205
 AN1205.The horizontal coordinates were scaled from a topographic map and have
 AN1205.an estimated accuracy of +/- 6 seconds.
 AN1205
 AN1205.The orthometric height was determined by differential leveling
 AN1205.and adjusted by the National Geodetic Survey in June 1991..
 AN1205
 AN1205.The geoid height was determined by GEOID03.
 AN1205
 AN1205.The dynamic height is computed by dividing the NAVD 88
 AN1205.geopotential number by the normal gravity value computed on the
 AN1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1205.degrees latitude (g = 980.6199 gals.).
 AN1205
 AN1205.The modeled gravity was interpolated from observed gravity values.
 AN1205
 AN1205;                    North         East    Units  Estimated Accuracy
 AN1205;SPC TX S     - 5,268,200.      400,610.      MT  (+/- 180 meters Scaled)
 AN1205
 AN1205                          SUPERSEDED SURVEY CONTROL
 AN1205
 AN1205  NGVD 29 (??/??/92)   16.917  (m)           55.50   (f) ADJ UNCH    1 1
 AN1205
 AN1205.Superseded values are not recommended for survey control.
 AN1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1205.See file dsdata.txt to determine how the superseded data were derived.
 AN1205
 AN1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS496074(NAD 83)
 AN1205_MARKER: DB = BENCH MARK DISK
 AN1205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1205_SP_SET: CULVERT
 AN1205_STAMPING: F 694 RESET 1953
 AN1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1205
 AN1205  HISTORY     - Date     Condition        Report By
 AN1205  HISTORY     - 1953     MONUMENTED       TXHD
 AN1205  HISTORY     - 1978     GOOD             NGS
 AN1205  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1205  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1205
 AN1205                          STATION DESCRIPTION
 AN1205
 AN1205'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN1205'3.8 MI NE FROM SINTON.
 AN1205'3.8 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1205'RAILWAY FROM THE STATION AT SINTON, SAN PATRICIO COUNTY, 3 POLES
 AN1205'SOUTHWEST OF MILEPOST 166, AT A BRIDGE 90 FEET NORTHWEST OF THE CENTER
 AN1205'LINE OF THE TRACK, AT A 4-SECTION 5- BY 3-FOOT CONCRETE CULVERT UNDER
 AN1205'U.S. HIGHWAY 77, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD
 AN1205'WALL, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT
 AN1205'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 694 RESET 1953.
 AN1205
 AN1205                          STATION RECOVERY (1978)
 AN1205
 AN1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1205'RECOVERED IN GOOD CONDITION.
 AN1205
 AN1205                          STATION RECOVERY (1990)
 AN1205
 AN1205'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1205'MARK NOT FOUND.
 AN1205
 AN1205                          STATION RECOVERY (1995)
 AN1205
 AN1205'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0889 ***********************************************************************
 AN0889  DESIGNATION -  F 695
 AN0889  PID         -  AN0889
 AN0889  STATE/COUNTY-  TX/VICTORIA
 AN0889  USGS QUAD   -  MC FADDIN (1987)
 AN0889
 AN0889                         *CURRENT SURVEY CONTROL
 AN0889  ___________________________________________________________________
 AN0889* NAD 83(1986)-  28 33 02.     (N)    097 01 09.     (W)     SCALED    
 AN0889* NAVD 88     -        23.00   (+/-2cm)      75.5    (feet)  VERTCON   
 AN0889  ___________________________________________________________________
 AN0889  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0889
 AN0889  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0889
 AN0889.The horizontal coordinates were scaled from a topographic map and have
 AN0889.an estimated accuracy of +/- 6 seconds.
 AN0889
 AN0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0889.The vertical order pertains to the NGVD 29 superseded value.
 AN0889
 AN0889.The geoid height was determined by GEOID03.
 AN0889
 AN0889;                    North         East    Units  Estimated Accuracy
 AN0889;SPC TXSC     - 4,081,130.      793,820.      MT  (+/- 180 meters Scaled)
 AN0889
 AN0889                          SUPERSEDED SURVEY CONTROL
 AN0889
 AN0889  NGVD 29 (??/??/92)   23.14   (m)           75.9    (f) COMPUTED    1 2
 AN0889
 AN0889.Superseded values are not recommended for survey control.
 AN0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0889.See file dsdata.txt to determine how the superseded data were derived.
 AN0889
 AN0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS937597(NAD 83)
 AN0889_MARKER: DB = BENCH MARK DISK
 AN0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0889_STAMPING: F 695 1943
 AN0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0889+STABILITY: SURFACE MOTION
 AN0889
 AN0889  HISTORY     - Date     Condition        Report By
 AN0889  HISTORY     - 1943     MONUMENTED       CGS
 AN0889  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0889
 AN0889                          STATION DESCRIPTION
 AN0889
 AN0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0889'0.5 MI SW FROM MCFADDIN.
 AN0889'TO REACH FROM THE RAILROAD STATION AT MCFADDIN, PROCEED 0.5 MILE
 AN0889'SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN0889'POST NO. 209, AND SITE OF BENCH MARK.  BENCH MARK IS 1 POLE NORTHEAST
 AN0889'OF MILE POST NO. 209.  IT IS 33.0 FEET NORTHWEST AND ABOUT 5.0 FEET
 AN0889'ABOVE THE CENTERLINE OF TRACK, ABOUT 13.0 FEET NORTHEAST OF A
 AN0889'TELEGRAPH POLE AND 11.0 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE.
 AN0889'MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AN0889'AND PROJECTS 0.4 FOOT.  STAMPED F 695 1943 AND SET IN THE TOP OF A
 AN0889'CONCRETE POST.
 AN0889
 AN0889                          STATION RECOVERY (1978)
 AN0889
 AN0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0889'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0680 ***********************************************************************
 AN0680  DESIGNATION -  F 696
 AN0680  PID         -  AN0680
 AN0680  STATE/COUNTY-  TX/VICTORIA
 AN0680  USGS QUAD   -  PLACEDO (1995)
 AN0680
 AN0680                         *CURRENT SURVEY CONTROL
 AN0680  ___________________________________________________________________
 AN0680* NAD 83(1986)-  28 42 48.     (N)    096 51 47.     (W)     SCALED    
 AN0680* NAVD 88     -        19.09   (+/-2cm)      62.6    (feet)  VERTCON   
 AN0680  ___________________________________________________________________
 AN0680  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0680
 AN0680  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0680
 AN0680.The horizontal coordinates were scaled from a topographic map and have
 AN0680.an estimated accuracy of +/- 6 seconds.
 AN0680
 AN0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0680.The vertical order pertains to the NGVD 29 superseded value.
 AN0680
 AN0680.The geoid height was determined by GEOID03.
 AN0680
 AN0680;                    North         East    Units  Estimated Accuracy
 AN0680;SPC TXSC     - 4,099,440.      808,770.      MT  (+/- 180 meters Scaled)
 AN0680
 AN0680                          SUPERSEDED SURVEY CONTROL
 AN0680
 AN0680  NGVD 29 (??/??/92)   19.207  (m)           63.02   (f) ADJ UNCH    1 2
 AN0680
 AN0680.Superseded values are not recommended for survey control.
 AN0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0680.See file dsdata.txt to determine how the superseded data were derived.
 AN0680
 AN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS087780(NAD 83)
 AN0680_MARKER: DB = BENCH MARK DISK
 AN0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0680_SP_SET: CULVERT
 AN0680_STAMPING: F 696 1943
 AN0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0680
 AN0680  HISTORY     - Date     Condition        Report By
 AN0680  HISTORY     - 1943     MONUMENTED       CGS
 AN0680
 AN0680                          STATION DESCRIPTION
 AN0680
 AN0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0680'0.9 MI SE FROM DACOSTA.
 AN0680'TO REACH FROM THE RAILROAD STATION SIGN POST DACOSTA, PROCEED 0.9 MILE
 AN0680'SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD TO THE INTERSECTION OF A
 AN0680'ROAD CROSSING AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 100.0 FEET
 AN0680'SOUTHWEST OF THE CENTERLINE OF TRACK, ABOUT 84.0 FEET NORTHWEST OF THE
 AN0680'CENTERLINE OF ROAD CROSSING THE TRACK.  IT IS 15.0 FEET NORTHEAST OF
 AN0680'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF STATE HIGHWAY NO. 87
 AN0680'AND SET HORIZONTALLY IN THE NORTHWEST END OF THE NORTHEAST HEADWALL OF
 AN0680'AN 8.0 FOOT 2 SECTION CONCRETE CULVERT. NOTE-- THIS BENCH MARK IS 2.5
 AN0680'MILES NORTHWEST OF RAILROAD STATION AT PLACEDO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0681 ***********************************************************************
 AN0681  DESIGNATION -  F 696 RESET 1959
 AN0681  PID         -  AN0681
 AN0681  STATE/COUNTY-  TX/VICTORIA
 AN0681  USGS QUAD   -  PLACEDO (1995)
 AN0681
 AN0681                         *CURRENT SURVEY CONTROL
 AN0681  ___________________________________________________________________
 AN0681* NAD 83(1986)-  28 42 48.     (N)    096 51 47.     (W)     SCALED    
 AN0681* NAVD 88     -        18.34   (+/-2cm)      60.2    (feet)  VERTCON   
 AN0681  ___________________________________________________________________
 AN0681  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0681
 AN0681  VERT ORDER  -  THIRD (See Below)
 AN0681
 AN0681.The horizontal coordinates were scaled from a topographic map and have
 AN0681.an estimated accuracy of +/- 6 seconds.
 AN0681
 AN0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0681.The vertical order pertains to the NGVD 29 superseded value.
 AN0681
 AN0681.The geoid height was determined by GEOID03.
 AN0681
 AN0681;                    North         East    Units  Estimated Accuracy
 AN0681;SPC TXSC     - 4,099,440.      808,770.      MT  (+/- 180 meters Scaled)
 AN0681
 AN0681                          SUPERSEDED SURVEY CONTROL
 AN0681
 AN0681  NGVD 29 (??/??/??)   18.45   (m)           60.5    (f) RESET       3  
 AN0681
 AN0681.Superseded values are not recommended for survey control.
 AN0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0681.See file dsdata.txt to determine how the superseded data were derived.
 AN0681
 AN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS087780(NAD 83)
 AN0681_MARKER: DB = BENCH MARK DISK
 AN0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0681_STAMPING: F 696 RESET 1959
 AN0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0681+STABILITY: SURFACE MOTION
 AN0681
 AN0681  HISTORY     - Date     Condition        Report By
 AN0681  HISTORY     - 1959     MONUMENTED       CGS
 AN0681
 AN0681                          STATION DESCRIPTION
 AN0681
 AN0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN0681'2.5 MI NW FROM PLACEDO.
 AN0681'ABOUT 2.5 MILES NORTHWEST ALONG THE T. AND N.O.R.R. AND U.S. HIGHWAY
 AN0681'NO.87 FROM THE CROSSROADS AND STATION IN PLACEDO, AT THE JUNCTION OF
 AN0681'THE HIGHWAY AND RIPPLE ROAD, AND ABOUT MIDWAY BETWEEN THE HIGHWAY AND
 AN0681'THE RAILROAD.  IT IS 32 YARDS SOUTHEAST OF THE CENTERLINE OF RIPPLE
 AN0681'ROAD, 15 YARDS SOUTHWEST OF THE CENTERLINE OF THE RAILROAD AND 4 FEET
 AN0681'EAST OF A TELEGRAPH POLE HAVING A METER AND RELAY BOX ON IT.  A
 AN0681'STANDARD DISK STAMPED F 696 RESET 1959 IN A CONCRETE POST PROJECTING
 AN0681'ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0698 ***********************************************************************
 AN0698  DESIGNATION -  F 697
 AN0698  PID         -  AN0698
 AN0698  STATE/COUNTY-  TX/VICTORIA
 AN0698  USGS QUAD   -  LA SALLE (1995)
 AN0698
 AN0698                         *CURRENT SURVEY CONTROL
 AN0698  ___________________________________________________________________
 AN0698* NAD 83(1986)-  28 50 39.     (N)    096 44 43.     (W)     SCALED    
 AN0698* NAVD 88     -        14.86   (+/-2cm)      48.8    (feet)  VERTCON   
 AN0698  ___________________________________________________________________
 AN0698  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0698
 AN0698  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0698
 AN0698.The horizontal coordinates were scaled from a topographic map and have
 AN0698.an estimated accuracy of +/- 6 seconds.
 AN0698
 AN0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0698.The vertical order pertains to the NGVD 29 superseded value.
 AN0698
 AN0698.The geoid height was determined by GEOID03.
 AN0698
 AN0698;                    North         East    Units  Estimated Accuracy
 AN0698;SPC TXSC     - 4,114,150.      819,990.      MT  (+/- 180 meters Scaled)
 AN0698
 AN0698                          SUPERSEDED SURVEY CONTROL
 AN0698
 AN0698  NGVD 29 (??/??/92)   14.95   (m)           49.0    (f) COMPUTED    2 0
 AN0698
 AN0698.Superseded values are not recommended for survey control.
 AN0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0698.See file dsdata.txt to determine how the superseded data were derived.
 AN0698
 AN0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS199928(NAD 83)
 AN0698_MARKER: DB = BENCH MARK DISK
 AN0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0698_STAMPING: F 697 1943
 AN0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0698+STABILITY: SURFACE MOTION
 AN0698
 AN0698  HISTORY     - Date     Condition        Report By
 AN0698  HISTORY     - 1943     MONUMENTED       CGS
 AN0698
 AN0698                          STATION DESCRIPTION
 AN0698
 AN0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0698'5.1 MI SE FROM INEZ.
 AN0698'TO REACH FROM THE SCHOOL HOUSE AT INEZ, PROCEED 5.1 MILES SOUTHEAST
 AN0698'ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL ROAD LEADING
 AN0698'NORTHEAST AT THE HIGH VALLEY SCHOOL AND SITE OF BENCH MARK.  BENCH
 AN0698'MARK IS 92.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF SCHOOL HOUSE.
 AN0698'IT IS 32.0 FEET NORTHWEST OF THE CENTERLINE OF GRAVEL ROAD LEADING
 AN0698'NORTHEAST, ABOUT 26.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION
 AN0698'AS THE CENTERLINE OF MAIN ROAD, ABOUT 5.0 FEET NORTHWEST OF A FENCE
 AN0698'CORNER AND 1.0 FOOT NORTHEAST OF THE RIGHT OF WAY FENCE.  MONUMENT IS
 AN0698'3.0 FEET SOUTHEAST OF A 4X4 INCH WOODEN MARKER POST AND PROJECTS 0.4
 AN0698'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0699 ***********************************************************************
 AN0699  DESIGNATION -  F 697 RESET 1972
 AN0699  PID         -  AN0699
 AN0699  STATE/COUNTY-  TX/VICTORIA
 AN0699  USGS QUAD   -  LA SALLE (1995)
 AN0699
 AN0699                         *CURRENT SURVEY CONTROL
 AN0699  ___________________________________________________________________
 AN0699* NAD 83(1986)-  28 50 39.     (N)    096 44 43.     (W)     SCALED    
 AN0699* NAVD 88     -        14.71   (+/-2cm)      48.3    (feet)  VERTCON   
 AN0699  ___________________________________________________________________
 AN0699  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0699
 AN0699  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0699
 AN0699.The horizontal coordinates were scaled from a topographic map and have
 AN0699.an estimated accuracy of +/- 6 seconds.
 AN0699
 AN0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0699.The vertical order pertains to the NGVD 29 superseded value.
 AN0699
 AN0699.The geoid height was determined by GEOID03.
 AN0699
 AN0699;                    North         East    Units  Estimated Accuracy
 AN0699;SPC TXSC     - 4,114,150.      819,990.      MT  (+/- 180 meters Scaled)
 AN0699
 AN0699                          SUPERSEDED SURVEY CONTROL
 AN0699
 AN0699  NGVD 29 (??/??/92)   14.804  (m)           48.57   (f) ADJ UNCH    2 0
 AN0699
 AN0699.Superseded values are not recommended for survey control.
 AN0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0699.See file dsdata.txt to determine how the superseded data were derived.
 AN0699
 AN0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS199928(NAD 83)
 AN0699_MARKER: DB = BENCH MARK DISK
 AN0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0699_STAMPING: F 697 RESET 1957 1972
 AN0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0699+STABILITY: SURFACE MOTION
 AN0699
 AN0699  HISTORY     - Date     Condition        Report By
 AN0699  HISTORY     - 1972     MONUMENTED       NGS
 AN0699  HISTORY     - 19910428 GOOD             USPSQD
 AN0699
 AN0699                          STATION DESCRIPTION
 AN0699
 AN0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0699'5.15 MI SE FROM INEZ.
 AN0699'ABOUT 5.15 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO. 44 FROM THE
 AN0699'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, 64 FEET NORTHEAST
 AN0699'OF THE CENTER OF A T JUNCTION, 55 1/2 FEET NORTHEAST OF THE CENTER
 AN0699'LINE OF FARM TO MARKET ROAD 444, 26 1/2 FEET NORTHWEST OF THE CENTER
 AN0699'LINE OF THE ASPHALT ROAD, 6 FEET NORTHEAST OF POWER POLE NO. 142-1
 AN0699'WITH TWO GUY WIRES, 3 FEET NORTHWEST OF A METAL WITNESS POST, 2 FEET
 AN0699'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AN0699'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS MARK
 AN0699'MAY BE REACHED FROM LA SALLE BY GOING 7.85 MILES NORTHWEST ALONG THE
 AN0699'LA SALLE-INEZ ROAD FROM THE POST OFFICE AT LA SALLE TO JUNCTION OF
 AN0699'FARM TO MARKET ROAD NO. 444 AND BENCH MARK.
 AN0699
 AN0699                          STATION RECOVERY (1991)
 AN0699
 AN0699'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0632 ***********************************************************************
 AN0632  DESIGNATION -  F 698
 AN0632  PID         -  AN0632
 AN0632  STATE/COUNTY-  TX/VICTORIA
 AN0632  USGS QUAD   -  MARCADO CREEK (1995)
 AN0632
 AN0632                         *CURRENT SURVEY CONTROL
 AN0632  ___________________________________________________________________
 AN0632* NAD 83(1986)-  28 48 01.     (N)    096 51 07.     (W)     SCALED    
 AN0632* NAVD 88     -        21.31   (+/-2cm)      69.9    (feet)  VERTCON   
 AN0632  ___________________________________________________________________
 AN0632  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0632
 AN0632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0632
 AN0632.The horizontal coordinates were scaled from a topographic map and have
 AN0632.an estimated accuracy of +/- 6 seconds.
 AN0632
 AN0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0632.The vertical order pertains to the NGVD 29 superseded value.
 AN0632
 AN0632.The geoid height was determined by GEOID03.
 AN0632
 AN0632;                    North         East    Units  Estimated Accuracy
 AN0632;SPC TXSC     - 4,109,090.      809,670.      MT  (+/- 180 meters Scaled)
 AN0632
 AN0632                          SUPERSEDED SURVEY CONTROL
 AN0632
 AN0632  NGVD 29 (??/??/92)   21.40   (m)           70.2    (f) COMPUTED    2 0
 AN0632
 AN0632.Superseded values are not recommended for survey control.
 AN0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0632.See file dsdata.txt to determine how the superseded data were derived.
 AN0632
 AN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS096877(NAD 83)
 AN0632_MARKER: DB = BENCH MARK DISK
 AN0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0632_STAMPING: F 698 1943
 AN0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0632+STABILITY: SURFACE MOTION
 AN0632
 AN0632  HISTORY     - Date     Condition        Report By
 AN0632  HISTORY     - 1943     MONUMENTED       CGS
 AN0632
 AN0632                          STATION DESCRIPTION
 AN0632
 AN0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0632'4.7 MI SE FROM TELFENER.
 AN0632'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT TELFENER,
 AN0632'PROCEED 4.7 MILES SOUTHEAST ALONG A GRAVEL ROAD AND SITE OF BENCH
 AN0632'MARK.  BENCH MARK IS ABOUT 0.9 MILE NORTHWEST OF THE INTERSECTION OF A
 AN0632'GRAVEL ROAD LEADING SOUTHEAST TO GAUDALUPE, ABOUT 0.2 MILE NORTHEAST
 AN0632'OF A JOG IN THE ROAD.  IT IS 24.6 FEET NORTHWEST OF AND ABOUT 1.0 FOOT
 AN0632'BELOW THE CENTERLINE OF ROAD, ABOUT 4.0 FEET NORTHEAST OF A FENCE
 AN0632'CORNER AND 1.0 FOOT SOUTHEAST OF THE RIGHT OF WAY FENCE. MONUMENT IS
 AN0632'3.0 FEET SOUTHWEST OF A 4X4 INCH WOODEN MARKER POST AND PROJECTS 0.4
 AN0632'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0633 ***********************************************************************
 AN0633  DESIGNATION -  F 698 RESET 1955
 AN0633  PID         -  AN0633
 AN0633  STATE/COUNTY-  TX/VICTORIA
 AN0633  USGS QUAD   -  MARCADO CREEK (1995)
 AN0633
 AN0633                         *CURRENT SURVEY CONTROL
 AN0633  ___________________________________________________________________
 AN0633* NAD 83(1986)-  28 48 01.     (N)    096 51 07.     (W)     SCALED    
 AN0633* NAVD 88     -        21.34   (+/-2cm)      70.0    (feet)  VERTCON   
 AN0633  ___________________________________________________________________
 AN0633  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0633
 AN0633  VERT ORDER  -  THIRD (See Below)
 AN0633
 AN0633.The horizontal coordinates were scaled from a topographic map and have
 AN0633.an estimated accuracy of +/- 6 seconds.
 AN0633
 AN0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0633.The vertical order pertains to the NGVD 29 superseded value.
 AN0633
 AN0633.The geoid height was determined by GEOID03.
 AN0633
 AN0633;                    North         East    Units  Estimated Accuracy
 AN0633;SPC TXSC     - 4,109,090.      809,670.      MT  (+/- 180 meters Scaled)
 AN0633
 AN0633                          SUPERSEDED SURVEY CONTROL
 AN0633
 AN0633  NGVD 29 (??/??/??)   21.44   (m)           70.3    (f) RESET       3  
 AN0633
 AN0633.Superseded values are not recommended for survey control.
 AN0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0633.See file dsdata.txt to determine how the superseded data were derived.
 AN0633
 AN0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS096877(NAD 83)
 AN0633_MARKER: DD = SURVEY DISK
 AN0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0633_STAMPING: F 698 RESET 1955
 AN0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0633+STABILITY: SURFACE MOTION
 AN0633
 AN0633  HISTORY     - Date     Condition        Report By
 AN0633  HISTORY     - 1955     MONUMENTED       TXHD
 AN0633
 AN0633                          STATION DESCRIPTION
 AN0633
 AN0633'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0633'4.6 MI SE FROM TELFENER.
 AN0633'4.6 MILES SOUTHEAST ALONG FARM-TO-MARKET HIGHWAY 1686 FROM THE TEXAS
 AN0633'AND NEW ORLEANS RAILROAD STATION AT TELFENER, VICTORIA COUNTY, 0.9
 AN0633'MILE NORTHWEST OF THE JUNCTION OF A PAVED ROAD LEADING SOUTHWEST TO
 AN0633'GUADALUPE, 0.1 MILE NORTHEAST OF AN 11-DEGREE CURVE IN THE HIGHWAY,
 AN0633'51.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION
 AN0633'239+75, AND 1.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 AN0633'DISK, STAMPED F 698 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST
 AN0633'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0992 ***********************************************************************
 AN0992  DESIGNATION -  F 699
 AN0992  PID         -  AN0992
 AN0992  STATE/COUNTY-  TX/VICTORIA
 AN0992  USGS QUAD   -  MC FADDIN (1987)
 AN0992
 AN0992                         *CURRENT SURVEY CONTROL
 AN0992  ___________________________________________________________________
 AN0992* NAD 83(1986)-  28 33 58.     (N)    097 02 38.     (W)     SCALED    
 AN0992* NAVD 88     -        25.60   (+/-2cm)      84.0    (feet)  VERTCON   
 AN0992  ___________________________________________________________________
 AN0992  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0992
 AN0992  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0992
 AN0992.The horizontal coordinates were scaled from a topographic map and have
 AN0992.an estimated accuracy of +/- 6 seconds.
 AN0992
 AN0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0992.The vertical order pertains to the NGVD 29 superseded value.
 AN0992
 AN0992.The geoid height was determined by GEOID03.
 AN0992
 AN0992;                    North         East    Units  Estimated Accuracy
 AN0992;SPC TXSC     - 4,082,810.      791,370.      MT  (+/- 180 meters Scaled)
 AN0992
 AN0992                          SUPERSEDED SURVEY CONTROL
 AN0992
 AN0992  NGVD 29 (??/??/92)   25.741  (m)           84.45   (f) ADJ UNCH    2 0
 AN0992
 AN0992.Superseded values are not recommended for survey control.
 AN0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0992.See file dsdata.txt to determine how the superseded data were derived.
 AN0992
 AN0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS913614(NAD 83)
 AN0992_MARKER: DB = BENCH MARK DISK
 AN0992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0992_SP_SET: CULVERT
 AN0992_STAMPING: F 699 1943
 AN0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0992
 AN0992  HISTORY     - Date     Condition        Report By
 AN0992  HISTORY     - 1943     MONUMENTED       CGS
 AN0992
 AN0992                          STATION DESCRIPTION
 AN0992
 AN0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0992'2.3 MI NW FROM MCFADDIN.
 AN0992'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AN0992'AT MCFADDIN, PROCEED 1.9 MILES WEST ALONG A GRAVEL ROAD, TO THE
 AN0992'INTERSECTION OF U.S. HIGHWAY NO. 77, THENCE GO 0.4 MILE NORTH ALONG
 AN0992'U.S. HIGHWAY NO. 77 TO A 5X3 FOOT CONCRETE CULVERT UNDER HIGHWAY AND
 AN0992'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END
 AN0992'OF THE WEST CONCRETE HEADWALL OF CULVERT.  IT IS 15.6 FEET WEST OF AND
 AN0992'ABOUT 0.6 FOOT ABOVE THE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0993 ***********************************************************************
 AN0993  DESIGNATION -  F 699 RESET 1954
 AN0993  PID         -  AN0993
 AN0993  STATE/COUNTY-  TX/VICTORIA
 AN0993  USGS QUAD   -  MC FADDIN (1987)
 AN0993
 AN0993                         *CURRENT SURVEY CONTROL
 AN0993  ___________________________________________________________________
 AN0993* NAD 83(1986)-  28 33 58.     (N)    097 02 38.     (W)     SCALED    
 AN0993* NAVD 88     -        24.77   (+/-2cm)      81.3    (feet)  VERTCON   
 AN0993  ___________________________________________________________________
 AN0993  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0993
 AN0993  VERT ORDER  -  THIRD (See Below)
 AN0993
 AN0993.The horizontal coordinates were scaled from a topographic map and have
 AN0993.an estimated accuracy of +/- 6 seconds.
 AN0993
 AN0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0993.The vertical order pertains to the NGVD 29 superseded value.
 AN0993
 AN0993.The geoid height was determined by GEOID03.
 AN0993
 AN0993;                    North         East    Units  Estimated Accuracy
 AN0993;SPC TXSC     - 4,082,810.      791,370.      MT  (+/- 180 meters Scaled)
 AN0993
 AN0993                          SUPERSEDED SURVEY CONTROL
 AN0993
 AN0993  NGVD 29 (01/29/03)   24.91   (m)           81.7    (f) RESET       3  
 AN0993
 AN0993.Superseded values are not recommended for survey control.
 AN0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0993.See file dsdata.txt to determine how the superseded data were derived.
 AN0993
 AN0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS913614(NAD 83)
 AN0993_MARKER: DB = BENCH MARK DISK
 AN0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0993_STAMPING: F 699 RESET 1954
 AN0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0993+STABILITY: SURFACE MOTION
 AN0993
 AN0993  HISTORY     - Date     Condition        Report By
 AN0993  HISTORY     - 1954     MONUMENTED       TXHD
 AN0993  HISTORY     - 1960     GOOD             USGS
 AN0993
 AN0993                          STATION DESCRIPTION
 AN0993
 AN0993'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AN0993'2.3 MI W FROM MCFADDIN.
 AN0993'1.9 MILES WEST ALONG FARM-TO-MARKET ROAD 445 FROM THE MISSOURI PACIFIC
 AN0993'RAILROAD STATION AT MCFADDIN, VICTORIA COUNTY, THENCE 0.4 MILE NORTH
 AN0993'ALONG U.S. HIGHWAY 77.  50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 AN0993'AT THE RIGHT-OF-WAY FENCE, AND 1 FOOT LOWER THAN THE HIGHWAY. A
 AN0993'STANDARD DISK, STAMPED F 699 RESET 1954 AND SET IN THE TOP OF A
 AN0993'CONCRETE POST.  NOTE-- THE FIELD NEAR WAS PLOWED TO THE HIGHWAY
 AN0993'RIGHT-OF-WAY.  THE FENCE AND BAR DITCH HAVE BEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0827 ***********************************************************************
 CS0827  DESIGNATION -  F 7
 CS0827  PID         -  CS0827
 CS0827  STATE/COUNTY-  TX/ELLIS
 CS0827  USGS QUAD   -  CRYER CREEK (1978)
 CS0827
 CS0827                         *CURRENT SURVEY CONTROL
 CS0827  ___________________________________________________________________
 CS0827* NAD 83(1986)-  32 14 22.     (N)    096 38 26.     (W)     SCALED    
 CS0827* NAVD 88     -       117.759  (meters)     386.35   (feet)  ADJUSTED  
 CS0827  ___________________________________________________________________
 CS0827  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CS0827  DYNAMIC HT  -         117.622 (meters)     385.90  (feet)  COMP
 CS0827  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 CS0827
 CS0827  VERT ORDER  -  SECOND    CLASS 0
 CS0827
 CS0827.The horizontal coordinates were scaled from a topographic map and have
 CS0827.an estimated accuracy of +/- 6 seconds.
 CS0827
 CS0827.The orthometric height was determined by differential leveling
 CS0827.and adjusted by the National Geodetic Survey in June 1991..
 CS0827
 CS0827.The geoid height was determined by GEOID03.
 CS0827
 CS0827.The dynamic height is computed by dividing the NAVD 88
 CS0827.geopotential number by the normal gravity value computed on the
 CS0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0827.degrees latitude (g = 980.6199 gals.).
 CS0827
 CS0827.The modeled gravity was interpolated from observed gravity values.
 CS0827
 CS0827;                    North         East    Units  Estimated Accuracy
 CS0827;SPC TXNC     - 2,065,070.      775,230.      MT  (+/- 180 meters Scaled)
 CS0827
 CS0827                          SUPERSEDED SURVEY CONTROL
 CS0827
 CS0827  NGVD 29 (??/??/92)  117.756  (m)          386.34   (f) ADJ UNCH    2 0
 CS0827
 CS0827.Superseded values are not recommended for survey control.
 CS0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0827.See file dsdata.txt to determine how the superseded data were derived.
 CS0827
 CS0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA223694(NAD 83)
 CS0827_MARKER: DD = SURVEY DISK
 CS0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0827_STAMPING: F NO 7 385.865
 CS0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0827+STABILITY: SURFACE MOTION
 CS0827
 CS0827  HISTORY     - Date     Condition        Report By
 CS0827  HISTORY     - UNK      MONUMENTED       TXRD
 CS0827  HISTORY     - 1946     GOOD             NGS
 CS0827
 CS0827                          STATION DESCRIPTION
 CS0827
 CS0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0827'4.0 MI SE FROM BARDWELL.
 CS0827'ABOUT 3.7 MILES SOUTHEAST ALONG THE FT. WORTH AND DENVER CITY RAILROAD
 CS0827'FROM THE STATION AT BARDWELL, THENCE NORTH-NORTHEAST 0.3 MILE ACROSS A
 CS0827'CULTIVATED FIELD TO SITE OF MARK, BENCH MARK IS IN A PASTURE, 48.7
 CS0827'FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A CULTIVATED FIELD,
 CS0827'35.0 FEET SOUTHEAST OF AN EIGHT INCH ELM TREE, 33.0 FEET WEST OF THE
 CS0827'CENTER OF A DRAINAGE DITCH AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER
 CS0827'POST.  A BRONZE DISK STAMPED F NO 7 385.865 SET IN THE TOP OF A
 CS0827'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0149 ***********************************************************************
 EO0149  DESIGNATION -  F 70
 EO0149  PID         -  EO0149
 EO0149  STATE/COUNTY-  TX/LAMB
 EO0149  USGS QUAD   -  SUDAN (1981)
 EO0149
 EO0149                         *CURRENT SURVEY CONTROL
 EO0149  ___________________________________________________________________
 EO0149* NAD 83(1986)-  34 04 05.     (N)    102 31 24.     (W)     SCALED    
 EO0149* NAVD 88     -      1143.513  (meters)    3751.68   (feet)  ADJUSTED  
 EO0149  ___________________________________________________________________
 EO0149  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 EO0149  DYNAMIC HT  -        1142.025 (meters)    3746.79  (feet)  COMP
 EO0149  MODELED GRAV-     979,296.0   (mgal)                       NAVD 88
 EO0149
 EO0149  VERT ORDER  -  FIRST     CLASS II
 EO0149
 EO0149.The horizontal coordinates were scaled from a topographic map and have
 EO0149.an estimated accuracy of +/- 6 seconds.
 EO0149
 EO0149.The orthometric height was determined by differential leveling
 EO0149.and adjusted by the National Geodetic Survey in June 1991..
 EO0149
 EO0149.The geoid height was determined by GEOID03.
 EO0149
 EO0149.The dynamic height is computed by dividing the NAVD 88
 EO0149.geopotential number by the normal gravity value computed on the
 EO0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0149.degrees latitude (g = 980.6199 gals.).
 EO0149
 EO0149.The modeled gravity was interpolated from observed gravity values.
 EO0149
 EO0149;                    North         East    Units  Estimated Accuracy
 EO0149;SPC TXNC     - 2,273,420.      228,680.      MT  (+/- 180 meters Scaled)
 EO0149
 EO0149                          SUPERSEDED SURVEY CONTROL
 EO0149
 EO0149  NGVD 29 (??/??/92) 1142.997  (m)         3749.98   (f) ADJ UNCH    1 2
 EO0149
 EO0149.Superseded values are not recommended for survey control.
 EO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0149.See file dsdata.txt to determine how the superseded data were derived.
 EO0149
 EO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT285724(NAD 83)
 EO0149_MARKER: DB = BENCH MARK DISK
 EO0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0149_STAMPING: 3749.983 F 70 1930
 EO0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0149+STABILITY: SURFACE MOTION
 EO0149
 EO0149  HISTORY     - Date     Condition        Report By
 EO0149  HISTORY     - 1930     MONUMENTED       CGS
 EO0149  HISTORY     - 1962     MARK NOT FOUND   NGS
 EO0149  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0149
 EO0149                          STATION DESCRIPTION
 EO0149
 EO0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EO0149'IN SUDAN.
 EO0149'AT SUDAN, LAMB COUNTY, IN LINE WITH THE NORTH SIDE OF THE PANHANDLE
 EO0149'AND SANTA FE RAILWAY STATION, 360 FEET SOUTH OF MILEPOST 38, 50 FEET
 EO0149'EAST OF THE TRACK, 2 INCHES UNDER GROUND, AND SET IN THE TOP OF A
 EO0149'CONCRETE POST.
 EO0149
 EO0149                          STATION RECOVERY (1982)
 EO0149
 EO0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0195 ***********************************************************************
 BO0195  DESIGNATION -  F 700
 BO0195  PID         -  BO0195
 BO0195  STATE/COUNTY-  TX/CROCKETT
 BO0195  USGS QUAD   -  INDIO HILL (1967)
 BO0195
 BO0195                         *CURRENT SURVEY CONTROL
 BO0195  ___________________________________________________________________
 BO0195* NAD 83(1986)-  30 47 26.     (N)    101 10 29.     (W)     SCALED    
 BO0195* NAVD 88     -       764.610  (meters)    2508.56   (feet)  ADJUSTED  
 BO0195  ___________________________________________________________________
 BO0195  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 BO0195  DYNAMIC HT  -         763.491 (meters)    2504.89  (feet)  COMP
 BO0195  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 BO0195
 BO0195  VERT ORDER  -  SECOND    CLASS 0
 BO0195
 BO0195.The horizontal coordinates were scaled from a topographic map and have
 BO0195.an estimated accuracy of +/- 6 seconds.
 BO0195
 BO0195.The orthometric height was determined by differential leveling
 BO0195.and adjusted by the National Geodetic Survey in June 1991..
 BO0195
 BO0195.The geoid height was determined by GEOID03.
 BO0195
 BO0195.The dynamic height is computed by dividing the NAVD 88
 BO0195.geopotential number by the normal gravity value computed on the
 BO0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0195.degrees latitude (g = 980.6199 gals.).
 BO0195
 BO0195.The modeled gravity was interpolated from observed gravity values.
 BO0195
 BO0195;                    North         East    Units  Estimated Accuracy
 BO0195;SPC TX C     - 3,124,890.      619,480.      MT  (+/- 180 meters Scaled)
 BO0195
 BO0195                          SUPERSEDED SURVEY CONTROL
 BO0195
 BO0195  NGVD 29 (??/??/92)  764.385  (m)         2507.82   (f) ADJ UNCH    2 0
 BO0195
 BO0195.Superseded values are not recommended for survey control.
 BO0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0195.See file dsdata.txt to determine how the superseded data were derived.
 BO0195
 BO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV919084(NAD 83)
 BO0195_MARKER: DB = BENCH MARK DISK
 BO0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0195_STAMPING: F 700 1942
 BO0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0195+STABILITY: SURFACE MOTION
 BO0195
 BO0195  HISTORY     - Date     Condition        Report By
 BO0195  HISTORY     - 1942     MONUMENTED       CGS
 BO0195  HISTORY     - 1966     GOOD             NGS
 BO0195
 BO0195                          STATION DESCRIPTION
 BO0195
 BO0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0195'6.0 MI N FROM OZONA.
 BO0195'ABOUT 6.0 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE OZONA NATIONAL
 BO0195'BANK AT OZONA, CROCKETT COUNTY, 63.5 FEET SOUTHWEST OF THE WEST END OF
 BO0195'A 4-FOOT CONCRETE-BOX CULVERT, 49 FEET WEST OF THE CENTER LINE OF THE
 BO0195'HIGHWAY, 3.7 FEET EAST OF A WIRE FENCE PARALLELING THE HIGHWAY, 2 FEET
 BO0195'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE
 BO0195'HIGHWAY.  A STANDARD DISK, STAMPED F 700 1942.  AND SET IN THE TOP OF
 BO0195'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0171 ***********************************************************************
 BO0171  DESIGNATION -  F 701
 BO0171  PID         -  BO0171
 BO0171  STATE/COUNTY-  TX/CROCKETT
 BO0171  USGS QUAD   -  MITCHELL CANYON NE (1979)
 BO0171
 BO0171                         *CURRENT SURVEY CONTROL
 BO0171  ___________________________________________________________________
 BO0171* NAD 83(1986)-  30 41 50.     (N)    101 15 59.     (W)     SCALED    
 BO0171* NAVD 88     -       762.907  (meters)    2502.97   (feet)  ADJUSTED  
 BO0171  ___________________________________________________________________
 BO0171  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 BO0171  DYNAMIC HT  -         761.782 (meters)    2499.28  (feet)  COMP
 BO0171  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 BO0171
 BO0171  VERT ORDER  -  FIRST     CLASS II
 BO0171
 BO0171.The horizontal coordinates were scaled from a topographic map and have
 BO0171.an estimated accuracy of +/- 6 seconds.
 BO0171
 BO0171.The orthometric height was determined by differential leveling
 BO0171.and adjusted by the National Geodetic Survey in June 1991..
 BO0171
 BO0171.The geoid height was determined by GEOID03.
 BO0171
 BO0171.The dynamic height is computed by dividing the NAVD 88
 BO0171.geopotential number by the normal gravity value computed on the
 BO0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0171.degrees latitude (g = 980.6199 gals.).
 BO0171
 BO0171.The modeled gravity was interpolated from observed gravity values.
 BO0171
 BO0171;                    North         East    Units  Estimated Accuracy
 BO0171;SPC TX C     - 3,114,620.      610,620.      MT  (+/- 180 meters Scaled)
 BO0171
 BO0171                          SUPERSEDED SURVEY CONTROL
 BO0171
 BO0171  NGVD 29 (??/??/92)  762.690  (m)         2502.26   (f) ADJ UNCH    1 2
 BO0171
 BO0171.Superseded values are not recommended for survey control.
 BO0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0171.See file dsdata.txt to determine how the superseded data were derived.
 BO0171
 BO0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU829982(NAD 83)
 BO0171_MARKER: DB = BENCH MARK DISK
 BO0171_SETTING: 80 = SET IN A BOULDER
 BO0171_SP_SET: BOULDER
 BO0171_STAMPING: F 701 1942
 BO0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0171+STABILITY: SURFACE MOTION
 BO0171
 BO0171  HISTORY     - Date     Condition        Report By
 BO0171  HISTORY     - 1942     MONUMENTED       CGS
 BO0171  HISTORY     - 1967     GOOD             USGS
 BO0171
 BO0171                          STATION DESCRIPTION
 BO0171
 BO0171'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BO0171'4.6 MI W FROM OZONA.
 BO0171'ABOUT 5.2 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURT HOUSE AT
 BO0171'OZONA, CROCKETT COUNTY, TO INTERSECTION OF U.S. HIGHWAY 290 AND RANCH
 BO0171'ROAD 2083, THENCE ABOUT 0.25 MILES SOUTH ALONG RANCH ROAD 2083, TO A
 BO0171'DIRT ROAD LEADING EAST TO A WINDMILL, THENCE ABOUT 0.15 MILES EAST TO
 BO0171'WINDMILL ON DIRT ROAD, THENCE ABOUT 0.1 MILES NORTHEAST CROSS COUNTRY
 BO0171'FROM WINDMILL.   50 FEET EAST OF THE CENTER LINE OF OLD DIRT ROAD, IN
 BO0171'A GROUP OF MESQUITE TREES, 27 FEET EAST OF A WIRE FENCE, 36 FEET NORTH
 BO0171'OF A 10-INCH CEDAR TREE, IN THE TOP OF A FLAT BOULDER, AND SURROUNDED
 BO0171'BY A CIRCLE OF ROCKS.  A STANDARD DISK, STAMPED F 701 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0224 ***********************************************************************
 BO0224  DESIGNATION -  F 702
 BO0224  PID         -  BO0224
 BO0224  STATE/COUNTY-  TX/CROCKETT
 BO0224  USGS QUAD   -  HOWARDS WELL (1970)
 BO0224
 BO0224                         *CURRENT SURVEY CONTROL
 BO0224  ___________________________________________________________________
 BO0224* NAD 83(1986)-  30 27 08.     (N)    101 28 01.     (W)     SCALED    
 BO0224* NAVD 88     -       610.329  (meters)    2002.39   (feet)  ADJUSTED  
 BO0224  ___________________________________________________________________
 BO0224  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 BO0224  DYNAMIC HT  -         609.414 (meters)    1999.39  (feet)  COMP
 BO0224  MODELED GRAV-     979,125.0   (mgal)                       NAVD 88
 BO0224
 BO0224  VERT ORDER  -  FIRST     CLASS II
 BO0224
 BO0224.The horizontal coordinates were scaled from a topographic map and have
 BO0224.an estimated accuracy of +/- 6 seconds.
 BO0224
 BO0224.The orthometric height was determined by differential leveling
 BO0224.and adjusted by the National Geodetic Survey in June 1991..
 BO0224
 BO0224.The geoid height was determined by GEOID03.
 BO0224
 BO0224.The dynamic height is computed by dividing the NAVD 88
 BO0224.geopotential number by the normal gravity value computed on the
 BO0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0224.degrees latitude (g = 980.6199 gals.).
 BO0224
 BO0224.The modeled gravity was interpolated from observed gravity values.
 BO0224
 BO0224;                    North         East    Units  Estimated Accuracy
 BO0224;SPC TX C     - 3,087,640.      591,130.      MT  (+/- 180 meters Scaled)
 BO0224
 BO0224                          SUPERSEDED SURVEY CONTROL
 BO0224
 BO0224  NGVD 29 (??/??/92)  610.141  (m)         2001.77   (f) ADJ UNCH    1 2
 BO0224
 BO0224.Superseded values are not recommended for survey control.
 BO0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0224.See file dsdata.txt to determine how the superseded data were derived.
 BO0224
 BO0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU631714(NAD 83)
 BO0224_MARKER: DB = BENCH MARK DISK
 BO0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0224_STAMPING: F 702 1942
 BO0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0224+STABILITY: SURFACE MOTION
 BO0224
 BO0224  HISTORY     - Date     Condition        Report By
 BO0224  HISTORY     - 1942     MONUMENTED       CGS
 BO0224  HISTORY     - 1971     GOOD             USGS
 BO0224
 BO0224                          STATION DESCRIPTION
 BO0224
 BO0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0224'20.7 MI N FROM PANDALE.
 BO0224'THIS MARK IS ABOUT 20.7 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0224'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 29.9 FEET EAST OF THE CENTER
 BO0224'LINE OF THE DIRT ROAD, 1.0 FOOT WEST OF A WIRE FENCE WHICH RUNS
 BO0224'PARALLEL WITH THE ROAD, 67.9 FEET NORTH OF A TELEPHONE POLE AND ABOUT
 BO0224'0.1 MILE SOUTH OF A STOCK GUARD IN THE ROAD, ABOUT LEVEL WITH THE
 BO0224'ROAD.
 BO0224
 BO0224                          STATION RECOVERY (1971)
 BO0224
 BO0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BO0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0294 ***********************************************************************
 BO0294  DESIGNATION -  F 703
 BO0294  PID         -  BO0294
 BO0294  STATE/COUNTY-  TX/VAL VERDE
 BO0294  USGS QUAD   -  PANDALE (1970)
 BO0294
 BO0294                         *CURRENT SURVEY CONTROL
 BO0294  ___________________________________________________________________
 BO0294* NAD 83(1986)-  30 09 20.     (N)    101 34 00.     (W)     SCALED    
 BO0294* NAVD 88     -       497.228  (meters)    1631.32   (feet)  ADJUSTED  
 BO0294  ___________________________________________________________________
 BO0294  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 BO0294  DYNAMIC HT  -         496.494 (meters)    1628.91  (feet)  COMP
 BO0294  MODELED GRAV-     979,150.5   (mgal)                       NAVD 88
 BO0294
 BO0294  VERT ORDER  -  FIRST     CLASS II
 BO0294
 BO0294.The horizontal coordinates were scaled from a topographic map and have
 BO0294.an estimated accuracy of +/- 6 seconds.
 BO0294
 BO0294.The orthometric height was determined by differential leveling
 BO0294.and adjusted by the National Geodetic Survey in June 1991..
 BO0294
 BO0294.The geoid height was determined by GEOID03.
 BO0294
 BO0294.The dynamic height is computed by dividing the NAVD 88
 BO0294.geopotential number by the normal gravity value computed on the
 BO0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0294.degrees latitude (g = 980.6199 gals.).
 BO0294
 BO0294.The modeled gravity was interpolated from observed gravity values.
 BO0294
 BO0294;                    North         East    Units  Estimated Accuracy
 BO0294;SPC TXSC     - 4,260,090.      352,770.      MT  (+/- 180 meters Scaled)
 BO0294
 BO0294                          SUPERSEDED SURVEY CONTROL
 BO0294
 BO0294  NGVD 29 (??/??/92)  497.092  (m)         1630.88   (f) ADJ UNCH    1 2
 BO0294
 BO0294.Superseded values are not recommended for survey control.
 BO0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0294.See file dsdata.txt to determine how the superseded data were derived.
 BO0294
 BO0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU527388(NAD 83)
 BO0294_MARKER: DB = BENCH MARK DISK
 BO0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0294_STAMPING: F 703 1942
 BO0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0294+STABILITY: SURFACE MOTION
 BO0294
 BO0294  HISTORY     - Date     Condition        Report By
 BO0294  HISTORY     - 1942     MONUMENTED       CGS
 BO0294  HISTORY     - 19991229 MARK NOT FOUND   USPSQD
 BO0294
 BO0294                          STATION DESCRIPTION
 BO0294
 BO0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0294'3.8 MI S FROM PANDALE.
 BO0294'THIS MARK IS ABOUT 3.8 MILES SOUTH ALONG A DIRT ROAD FROM THE
 BO0294'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 3.8 FEET SOUTHEAST OF THE
 BO0294'CENTER LINE OF THE DIRT ROAD, 1.7 FEET NORTH OF A WIRE FENCE WHICH
 BO0294'RUNS EAST AND WEST, 40.8 FEET NORTHEAST OF THE EAST END OF A CONCRETE
 BO0294'STOCK GUARD IN THE ROAD, ABOUT 1.0 HIGHER THAN THE ROAD.
 BO0294
 BO0294                          STATION RECOVERY (1999)
 BO0294
 BO0294'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0308 ***********************************************************************
 AZ0308  DESIGNATION -  F 704
 AZ0308  PID         -  AZ0308
 AZ0308  STATE/COUNTY-  TX/VAL VERDE
 AZ0308  USGS QUAD   -  LANGTRY (1973)
 AZ0308
 AZ0308                         *CURRENT SURVEY CONTROL
 AZ0308  ___________________________________________________________________
 AZ0308* NAD 83(1986)-  29 51 31.     (N)    101 33 25.     (W)     SCALED    
 AZ0308* NAVD 88     -       450.945  (meters)    1479.48   (feet)  ADJUSTED  
 AZ0308  ___________________________________________________________________
 AZ0308  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 AZ0308  DYNAMIC HT  -         450.282 (meters)    1477.30  (feet)  COMP
 AZ0308  MODELED GRAV-     979,159.3   (mgal)                       NAVD 88
 AZ0308
 AZ0308  VERT ORDER  -  FIRST     CLASS II
 AZ0308
 AZ0308.The horizontal coordinates were scaled from a topographic map and have
 AZ0308.an estimated accuracy of +/- 6 seconds.
 AZ0308
 AZ0308.The orthometric height was determined by differential leveling
 AZ0308.and adjusted by the National Geodetic Survey in June 1991..
 AZ0308
 AZ0308.The geoid height was determined by GEOID03.
 AZ0308
 AZ0308.The dynamic height is computed by dividing the NAVD 88
 AZ0308.geopotential number by the normal gravity value computed on the
 AZ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0308.degrees latitude (g = 980.6199 gals.).
 AZ0308
 AZ0308.The modeled gravity was interpolated from observed gravity values.
 AZ0308
 AZ0308;                    North         East    Units  Estimated Accuracy
 AZ0308;SPC TXSC     - 4,227,160.      352,980.      MT  (+/- 180 meters Scaled)
 AZ0308
 AZ0308                          SUPERSEDED SURVEY CONTROL
 AZ0308
 AZ0308  NGVD 29 (??/??/92)  450.827  (m)         1479.09   (f) ADJ UNCH    1 2
 AZ0308
 AZ0308.Superseded values are not recommended for survey control.
 AZ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0308.See file dsdata.txt to determine how the superseded data were derived.
 AZ0308
 AZ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU529058(NAD 83)
 AZ0308_MARKER: DB = BENCH MARK DISK
 AZ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0308_STAMPING: F 704 1942
 AZ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0308+STABILITY: SURFACE MOTION
 AZ0308
 AZ0308  HISTORY     - Date     Condition        Report By
 AZ0308  HISTORY     - 1942     MONUMENTED       CGS
 AZ0308  HISTORY     - 1973     GOOD             USGS
 AZ0308  HISTORY     - 20010607 GOOD             USPSQD
 AZ0308
 AZ0308                          STATION DESCRIPTION
 AZ0308
 AZ0308'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0308'3.7 MI N FROM LANGTRY.
 AZ0308'ABOUT 3.6 MI. NORTH ALONG THE DIRT ROAD TO PANDALE FROM THE SOUTHERN
 AZ0308'PACIFIC CO. RAILROAD STATION AT LANGTRY, 0.1 MI. NORTH OF A DRAIN
 AZ0308'CROSSING, 25.8 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.7 FEET WEST
 AZ0308'OF A WIRE FENCE PARALLELING THE ROAD AND ABOUT 2 INCHES HIGHER THAN
 AZ0308'THE ROAD.  A STANDARD DISK, STAMPED F 704 1942 AND SET IN THE TOP OF A
 AZ0308'CONCRETE POST.
 AZ0308
 AZ0308                          STATION RECOVERY (2001)
 AZ0308
 AZ0308'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0397 ***********************************************************************
 CD0397  DESIGNATION -  F 706
 CD0397  PID         -  CD0397
 CD0397  STATE/COUNTY-  TX/HUDSPETH
 CD0397  USGS QUAD   -  MICKEY DRAW WEST (1984)
 CD0397
 CD0397                         *CURRENT SURVEY CONTROL
 CD0397  ___________________________________________________________________
 CD0397* NAD 83(1986)-  31 45 44.     (N)    105 22 24.     (W)     SCALED    
 CD0397* NAVD 88     -      1270.892  (meters)    4169.58   (feet)  ADJUSTED  
 CD0397  ___________________________________________________________________
 CD0397  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CD0397  DYNAMIC HT  -        1268.980 (meters)    4163.31  (feet)  COMP
 CD0397  MODELED GRAV-     979,091.1   (mgal)                       NAVD 88
 CD0397
 CD0397  VERT ORDER  -  FIRST     CLASS I
 CD0397
 CD0397.The horizontal coordinates were scaled from a topographic map and have
 CD0397.an estimated accuracy of +/- 6 seconds.
 CD0397
 CD0397.The orthometric height was determined by differential leveling
 CD0397.and adjusted by the National Geodetic Survey in June 1991..
 CD0397
 CD0397.The geoid height was determined by GEOID03.
 CD0397
 CD0397.The dynamic height is computed by dividing the NAVD 88
 CD0397.geopotential number by the normal gravity value computed on the
 CD0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0397.degrees latitude (g = 980.6199 gals.).
 CD0397
 CD0397.The modeled gravity was interpolated from observed gravity values.
 CD0397
 CD0397;                    North         East    Units  Estimated Accuracy
 CD0397;SPC TX C     - 3,243,130.      222,710.      MT  (+/- 180 meters Scaled)
 CD0397
 CD0397                          SUPERSEDED SURVEY CONTROL
 CD0397
 CD0397  NGVD 29 (??/??/92) 1270.352  (m)         4167.81   (f) ADJ UNCH    1 1
 CD0397
 CD0397.Superseded values are not recommended for survey control.
 CD0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0397.See file dsdata.txt to determine how the superseded data were derived.
 CD0397
 CD0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR646141(NAD 83)
 CD0397_MARKER: DB = BENCH MARK DISK
 CD0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0397_STAMPING: F 706 1943
 CD0397_PROJECTION: PROJECTING 20 CENTIMETERS
 CD0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0397+STABILITY: SURFACE MOTION
 CD0397
 CD0397  HISTORY     - Date     Condition        Report By
 CD0397  HISTORY     - 1943     MONUMENTED       CGS
 CD0397  HISTORY     - 1958     GOOD             NGS
 CD0397  HISTORY     - 1981     GOOD             NGS
 CD0397
 CD0397                          STATION DESCRIPTION
 CD0397
 CD0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0397'62.15 MI E FROM EL PASO.
 CD0397'62.15 MILES ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION OF LOOP
 CD0397'16 AT EL PASO, 0.75 MILE EAST OF BENCH MARK K 181 DESCRIBED ABOVE, AT
 CD0397'A DIRT-ROAD INTERSECTION, 70 FEET SOUTHEAST OF THE CENTER OF THE
 CD0397'INTERSECTION, 64 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32 FEET
 CD0397'EAST OF THE CENTERLINE OF THE DIRT ROAD, 50 FEET EAST-NORTHEAST ACROSS
 CD0397'THE DIRT ROAD FROM A POWER POLE WITH THREE TRANSFORMERS, ONE FOOT
 CD0397'NORTH OF A FENCE CORNER, LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CD0397'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CD0397
 CD0397                          STATION RECOVERY (1981)
 CD0397
 CD0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0397'104.2 KM (64.7 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0397'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0397'0.4 KM (0.25 MI) WEST OF RANCH ROAD 1111, AT A POWERLINE CROSSING AND
 CD0397'A DIRT ROAD LEADING NORTH, 16.2 METERS (53.2 FT) SOUTH-SOUTHWEST
 CD0397'OF THE CENTERLINE OF THE HIGHWAY, 15.2 METERS (50.0 FT) EAST OF A
 CD0397'UTILITY POLE WITH 3 TRANSFORMERS, 9.8 METERS (32.0 FT) EAST OF THE
 CD0397'CENTER OF A WIRE GATE AND 0.3 METER (1.0 FT) NORTH OF A FENCE CORNER.
 CD0397'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CD0397'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0405 ***********************************************************************
 BP0405  DESIGNATION -  F 707
 BP0405  PID         -  BP0405
 BP0405  STATE/COUNTY-  TX/BREWSTER
 BP0405  USGS QUAD   -  ELEPHANT MOUNTAIN (1983)
 BP0405
 BP0405                         *CURRENT SURVEY CONTROL
 BP0405  ___________________________________________________________________
 BP0405* NAD 83(1986)-  30 04 10.     (N)    103 35 24.     (W)     SCALED    
 BP0405* NAVD 88     -      1365.590  (meters)    4480.27   (feet)  ADJUSTED  
 BP0405  ___________________________________________________________________
 BP0405  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 BP0405  DYNAMIC HT  -        1363.332 (meters)    4472.87  (feet)  COMP
 BP0405  MODELED GRAV-     978,940.4   (mgal)                       NAVD 88
 BP0405
 BP0405  VERT ORDER  -  SECOND    CLASS 0
 BP0405
 BP0405.The horizontal coordinates were scaled from a topographic map and have
 BP0405.an estimated accuracy of +/- 6 seconds.
 BP0405
 BP0405.The orthometric height was determined by differential leveling
 BP0405.and adjusted by the National Geodetic Survey in June 1991..
 BP0405
 BP0405.The geoid height was determined by GEOID03.
 BP0405
 BP0405.The dynamic height is computed by dividing the NAVD 88
 BP0405.geopotential number by the normal gravity value computed on the
 BP0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0405.degrees latitude (g = 980.6199 gals.).
 BP0405
 BP0405.The modeled gravity was interpolated from observed gravity values.
 BP0405
 BP0405;                    North         East    Units  Estimated Accuracy
 BP0405;SPC TXSC     - 4,256,510.      157,570.      MT  (+/- 180 meters Scaled)
 BP0405
 BP0405                          SUPERSEDED SURVEY CONTROL
 BP0405
 BP0405  NGVD 29 (??/??/92) 1365.084  (m)         4478.61   (f) ADJ UNCH    2 0
 BP0405
 BP0405.Superseded values are not recommended for survey control.
 BP0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0405.See file dsdata.txt to determine how the superseded data were derived.
 BP0405
 BP0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP359273(NAD 83)
 BP0405_MARKER: DB = BENCH MARK DISK
 BP0405_SETTING: 66 = SET IN ROCK OUTCROP
 BP0405_SP_SET: ROCK OUTCROP
 BP0405_STAMPING: F 707 1943
 BP0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0405+STABILITY: POSITION/ELEVATION WELL
 BP0405
 BP0405  HISTORY     - Date     Condition        Report By
 BP0405  HISTORY     - 1943     MONUMENTED       CGS
 BP0405  HISTORY     - 1958     GOOD             NGS
 BP0405
 BP0405                          STATION DESCRIPTION
 BP0405
 BP0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0405'23.9 MI S FROM ALPINE.
 BP0405'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0405'STATION AT ALPINE, THENCE ABOUT 23.5 MILES SOUTH ALONG STATE HIGHWAY
 BP0405'118.  IN THE TOP OF A SMALL ROCK OUTCROP SURROUNDED BY A CIRCLE OF
 BP0405'ROCKS, 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 150 FEET
 BP0405'EAST OF A SMALL RISE, 93 FEET NORTHWEST OF THE NORTH END OF A STEEL
 BP0405'CULVERT UNDER THE HIGHWAY, 25 FEET SOUTH OF A WOVEN WIRE FENCE, AND
 BP0405'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0295 ***********************************************************************
 BA0295  DESIGNATION -  F 708
 BA0295  PID         -  BA0295
 BA0295  STATE/COUNTY-  TX/BREWSTER
 BA0295  USGS QUAD   -  DOG CANYON (1983)
 BA0295
 BA0295                         *CURRENT SURVEY CONTROL
 BA0295  ___________________________________________________________________
 BA0295* NAD 83(1986)-  29 44 41.     (N)    103 33 51.     (W)     SCALED    
 BA0295* NAVD 88     -      1185.755  (meters)    3890.26   (feet)  ADJUSTED  
 BA0295  ___________________________________________________________________
 BA0295  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 BA0295  DYNAMIC HT  -        1183.812 (meters)    3883.89  (feet)  COMP
 BA0295  MODELED GRAV-     978,963.1   (mgal)                       NAVD 88
 BA0295
 BA0295  VERT ORDER  -  SECOND    CLASS 0
 BA0295
 BA0295.The horizontal coordinates were scaled from a topographic map and have
 BA0295.an estimated accuracy of +/- 6 seconds.
 BA0295
 BA0295.The orthometric height was determined by differential leveling
 BA0295.and adjusted by the National Geodetic Survey in June 1991..
 BA0295
 BA0295.The geoid height was determined by GEOID03.
 BA0295
 BA0295.The dynamic height is computed by dividing the NAVD 88
 BA0295.geopotential number by the normal gravity value computed on the
 BA0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0295.degrees latitude (g = 980.6199 gals.).
 BA0295
 BA0295.The modeled gravity was interpolated from observed gravity values.
 BA0295
 BA0295;                    North         East    Units  Estimated Accuracy
 BA0295;SPC TXSC     - 4,220,450.      158,660.      MT  (+/- 180 meters Scaled)
 BA0295
 BA0295                          SUPERSEDED SURVEY CONTROL
 BA0295
 BA0295  NGVD 29 (??/??/92) 1185.283  (m)         3888.72   (f) ADJ UNCH    2 0
 BA0295
 BA0295.Superseded values are not recommended for survey control.
 BA0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0295.See file dsdata.txt to determine how the superseded data were derived.
 BA0295
 BA0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN388913(NAD 83)
 BA0295_MARKER: DB = BENCH MARK DISK
 BA0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0295_STAMPING: F 708 1943
 BA0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0295+STABILITY: SURFACE MOTION
 BA0295
 BA0295  HISTORY     - Date     Condition        Report By
 BA0295  HISTORY     - 1943     MONUMENTED       CGS
 BA0295  HISTORY     - 1958     GOOD             NGS
 BA0295  HISTORY     - 20010331 GOOD             NGS
 BA0295
 BA0295                          STATION DESCRIPTION
 BA0295
 BA0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0295'34.75 MI N FROM TERLINGUA.
 BA0295'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0295'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0295'THENCE ABOUT 19.35 MILES NORTH ALONG STATE HIGHWAY 118.  60 1/2 FEET
 BA0295'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET WEST OF THE
 BA0295'SOUTHWEST END OF A 24-INCH STEEL CULVERT, 1 1/2 FEET NORTHEAST OF THE
 BA0295'SOUTHWEST HIGHWAY RIGHT OF WAY FENCE, 1 1/2 FEET NORTHWEST OF A WHITE
 BA0295'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BA0295'INCHES.
 BA0295
 BA0295                          STATION RECOVERY (2001)
 BA0295
 BA0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0295'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2570 ***********************************************************************
 AW2570  DESIGNATION -  F 71
 AW2570  PID         -  AW2570
 AW2570  STATE/COUNTY-  TX/CHAMBERS
 AW2570  USGS QUAD   -  STOWELL (1993)
 AW2570
 AW2570                         *CURRENT SURVEY CONTROL
 AW2570  ___________________________________________________________________
 AW2570* NAD 83(1986)-  29 51 33.     (N)    094 28 58.     (W)     SCALED    
 AW2570* NAVD 88     -        10.62   (+/-2cm)      34.8    (feet)  VERTCON   
 AW2570  ___________________________________________________________________
 AW2570  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW2570
 AW2570  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2570
 AW2570.The horizontal coordinates were scaled from a topographic map and have
 AW2570.an estimated accuracy of +/- 6 seconds.
 AW2570
 AW2570.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2570.The vertical order pertains to the NGVD 29 superseded value.
 AW2570
 AW2570.The geoid height was determined by GEOID03.
 AW2570
 AW2570;                    North         East    Units  Estimated Accuracy
 AW2570;SPC TXSC     - 4,232,950.    1,036,310.      MT  (+/- 180 meters Scaled)
 AW2570
 AW2570                          SUPERSEDED SURVEY CONTROL
 AW2570
 AW2570  NGVD 29 (??/??/92)   10.618  (m)           34.84   (f) ADJ UNCH    1 2
 AW2570
 AW2570.Superseded values are not recommended for survey control.
 AW2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2570.See file dsdata.txt to determine how the superseded data were derived.
 AW2570
 AW2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP567041(NAD 83)
 AW2570_MARKER: DD = SURVEY DISK
 AW2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2570_STAMPING: F 71
 AW2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2570+STABILITY: SURFACE MOTION
 AW2570
 AW2570  HISTORY     - Date     Condition        Report By
 AW2570  HISTORY     - UNK      MONUMENTED       TXRD
 AW2570  HISTORY     - 1959     GOOD             NGS
 AW2570  HISTORY     - 19890409 MARK NOT FOUND   USPSQD
 AW2570  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 AW2570  HISTORY     - 19980202 MARK NOT FOUND   USPSQD
 AW2570  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2570  HISTORY     - 20030211 MARK NOT FOUND   USPSQD
 AW2570  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW2570  HISTORY     - 20060826 MARK NOT FOUND   INDIV
 AW2570
 AW2570                          STATION DESCRIPTION
 AW2570
 AW2570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2570'10.35 MI NW FROM STOWELL.
 AW2570'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2570'STOWELL, THENCE ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 73T, THENCE
 AW2570'ABOUT 4.95 MILES NORTH ALONG A PAVED COUNTY ROAD, OR ABOUT 2.9 MILES
 AW2570'EAST ALONG A PAVED ROAD FROM THE POST OFFICE AT HANKAMER, THENCE ABOUT
 AW2570'3.3 MILES EAST ALONG FARM ROAD 1663, THENCE ABOUT 2.6 MILES EAST ALONG
 AW2570'A GRADED COUNTY ROAD, AT THE JUNCTION OF AN EAST-WEST COUNTY ROAD, 38
 AW2570'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 34 FEET EAST OF
 AW2570'THE CENTER LINE OF THE ROAD LEADING SOUTH, 5 1/2 FEET NORTHWEST OF A
 AW2570'16-INCH OAK TREE, 9 1/2 FEET SOUTHEAST OF A FENCE CORNER POST, 7 FEET
 AW2570'EAST OF A FENCE, 7 FEET SOUTH OF A FENCE, 7.5 FEET EAST OF A METAL
 AW2570'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF A CONCRETE
 AW2570'POST PROJECTING 2 INCHES.
 AW2570
 AW2570                          STATION RECOVERY (1989)
 AW2570
 AW2570'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2570'MARK NOT FOUND.
 AW2570
 AW2570                          STATION RECOVERY (1996)
 AW2570
 AW2570'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2570'MARK NOT FOUND.
 AW2570
 AW2570                          STATION RECOVERY (1998)
 AW2570
 AW2570'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2570'MARK NOT FOUND.
 AW2570
 AW2570                          STATION RECOVERY (2001)
 AW2570
 AW2570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2570'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2570
 AW2570                          STATION RECOVERY (2003)
 AW2570
 AW2570'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2570'MARK NOT FOUND.
 AW2570
 AW2570                          STATION RECOVERY (2004)
 AW2570
 AW2570'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2570'MARK NOT FOUND.
 AW2570
 AW2570                          STATION RECOVERY (2006)
 AW2570
 AW2570'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 AW2570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0396 ***********************************************************************
 DP0396  DESIGNATION -  F 71
 DP0396  PID         -  DP0396
 DP0396  STATE/COUNTY-  TX/LUBBOCK
 DP0396  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0396
 DP0396                         *CURRENT SURVEY CONTROL
 DP0396  ___________________________________________________________________
 DP0396* NAD 83(1986)-  33 31 54.     (N)    101 47 10.     (W)     SCALED    
 DP0396* NAVD 88     -       961.845  (meters)    3155.65   (feet)  POSTED    
 DP0396  ___________________________________________________________________
 DP0396  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DP0396  DYNAMIC HT  -         960.600 (meters)    3151.57  (feet)  COMP
 DP0396  MODELED GRAV-     979,314.5   (mgal)                       NAVD 88
 DP0396
 DP0396  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0396
 DP0396.The horizontal coordinates were scaled from a topographic map and have
 DP0396.an estimated accuracy of +/- 6 seconds.
 DP0396
 DP0396.The orthometric height was determined by differential leveling
 DP0396.and adjusted by the National Geodetic Survey in 1992..
 DP0396.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0396.rate of 1.1 thru 2.0 mm/km.
 DP0396
 DP0396.The geoid height was determined by GEOID03.
 DP0396
 DP0396.The dynamic height is computed by dividing the NAVD 88
 DP0396.geopotential number by the normal gravity value computed on the
 DP0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0396.degrees latitude (g = 980.6199 gals.).
 DP0396
 DP0396.The modeled gravity was interpolated from observed gravity values.
 DP0396
 DP0396;                    North         East    Units  Estimated Accuracy
 DP0396;SPC TXNC     - 2,211,590.      294,840.      MT  (+/- 180 meters Scaled)
 DP0396
 DP0396                          SUPERSEDED SURVEY CONTROL
 DP0396
 DP0396  NGVD 29 (??/??/92)  961.480  (m)         3154.46   (f) ADJ UNCH    1 2
 DP0396
 DP0396.Superseded values are not recommended for survey control.
 DP0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0396.See file dsdata.txt to determine how the superseded data were derived.
 DP0396
 DP0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC412137(NAD 83)
 DP0396_MARKER: DB = BENCH MARK DISK
 DP0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0396_STAMPING: 3154.456 F 71 1930
 DP0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0396+STABILITY: SURFACE MOTION
 DP0396
 DP0396  HISTORY     - Date     Condition        Report By
 DP0396  HISTORY     - 1930     MONUMENTED       CGS
 DP0396  HISTORY     - 1963     GOOD             NGS
 DP0396  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0396
 DP0396                          STATION DESCRIPTION
 DP0396
 DP0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DP0396'0.3 MI SE FROM BURRIS.
 DP0396'0.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0396'BURRIS, LUBBOCK COUNTY, FROM A CROSSROAD, AT A CHANGE IN THE WIDTH OF
 DP0396'THE RAILROAD RIGHT-OF-WAY, 1 FOOT WEST AND 15 FEET NORTH OF A RAILROAD
 DP0396'RIGHT-OF-WAY MARKER.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 DP0396'POST.
 DP0396
 DP0396                          STATION RECOVERY (1982)
 DP0396
 DP0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0396'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0315 ***********************************************************************
 CB0315  DESIGNATION -  F 710
 CB0315  PID         -  CB0315
 CB0315  STATE/COUNTY-  TX/STERLING
 CB0315  USGS QUAD   -  GLASS RANCH (1978)
 CB0315
 CB0315                         *CURRENT SURVEY CONTROL
 CB0315  ___________________________________________________________________
 CB0315* NAD 83(1986)-  31 50 54.     (N)    101 09 01.     (W)     SCALED    
 CB0315* NAVD 88     -       745.412  (meters)    2445.57   (feet)  ADJUSTED  
 CB0315  ___________________________________________________________________
 CB0315  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CB0315  DYNAMIC HT  -         744.391 (meters)    2442.22  (feet)  COMP
 CB0315  MODELED GRAV-     979,244.2   (mgal)                       NAVD 88
 CB0315
 CB0315  VERT ORDER  -  SECOND    CLASS 0
 CB0315
 CB0315.The horizontal coordinates were scaled from a topographic map and have
 CB0315.an estimated accuracy of +/- 6 seconds.
 CB0315
 CB0315.The orthometric height was determined by differential leveling
 CB0315.and adjusted by the National Geodetic Survey in June 1991..
 CB0315
 CB0315.The geoid height was determined by GEOID03.
 CB0315
 CB0315.The dynamic height is computed by dividing the NAVD 88
 CB0315.geopotential number by the normal gravity value computed on the
 CB0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0315.degrees latitude (g = 980.6199 gals.).
 CB0315
 CB0315.The modeled gravity was interpolated from observed gravity values.
 CB0315
 CB0315;                    North         East    Units  Estimated Accuracy
 CB0315;SPC TX C     - 3,242,140.      622,680.      MT  (+/- 180 meters Scaled)
 CB0315
 CB0315                          SUPERSEDED SURVEY CONTROL
 CB0315
 CB0315  NGVD 29 (??/??/92)  745.176  (m)         2444.80   (f) ADJ UNCH    2 0
 CB0315
 CB0315.Superseded values are not recommended for survey control.
 CB0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0315.See file dsdata.txt to determine how the superseded data were derived.
 CB0315
 CB0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA965256(NAD 83)
 CB0315_MARKER: DB = BENCH MARK DISK
 CB0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0315_STAMPING: F 710 1942
 CB0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0315+STABILITY: SURFACE MOTION
 CB0315
 CB0315  HISTORY     - Date     Condition        Report By
 CB0315  HISTORY     - 1942     MONUMENTED       CGS
 CB0315  HISTORY     - 1962     MARK NOT FOUND   USGS
 CB0315
 CB0315                          STATION DESCRIPTION
 CB0315
 CB0315'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0315'10.5 MI NW FROM STERLING CITY.
 CB0315'3.3 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM STERLING CITY,
 CB0315'STERLING COUNTY, 7.2 MILES WEST ALONG THE GARDEN CITY HIGHWAY.  AT THE
 CB0315'APPROXIMATE CENTER OF A CURVE FROM WEST TO SOUTHWEST, 143 FEET
 CB0315'SOUTHEAST ACROSS THE HIGHWAY FROM THE ONLY STONE FENCE POST IN THE
 CB0315'NORTH RIGHT-OF-WAY FENCE, 58 FEET SOUTHOF THE CENTERLINE OF THE
 CB0315'HIGHWAY, 56 FEET EAST OF A POINT ON THE SOUTH SIDE OF THE HIGHWAY THAT
 CB0315'IS DIRECTLY OPPOSITE THE STONE FENCE POST, 52 EAST OF CEDAR POLE, 1
 CB0315'FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, LEVEL WITH THE HIGHWAY.
 CB0315'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 CB0315'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0447 ***********************************************************************
 CB0447  DESIGNATION -  F 711
 CB0447  PID         -  CB0447
 CB0447  STATE/COUNTY-  TX/GLASSCOCK
 CB0447  USGS QUAD   -  DEWEY LAKE SE (1965)
 CB0447
 CB0447                         *CURRENT SURVEY CONTROL
 CB0447  ___________________________________________________________________
 CB0447* NAD 83(1986)-  31 51 48.     (N)    101 32 54.     (W)     SCALED    
 CB0447* NAVD 88     -       817.565  (meters)    2682.29   (feet)  ADJUSTED  
 CB0447  ___________________________________________________________________
 CB0447  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CB0447  DYNAMIC HT  -         816.434 (meters)    2678.58  (feet)  COMP
 CB0447  MODELED GRAV-     979,228.8   (mgal)                       NAVD 88
 CB0447
 CB0447  VERT ORDER  -  SECOND    CLASS 0
 CB0447
 CB0447.The horizontal coordinates were scaled from a topographic map and have
 CB0447.an estimated accuracy of +/- 6 seconds.
 CB0447
 CB0447.The orthometric height was determined by differential leveling
 CB0447.and adjusted by the National Geodetic Survey in June 1991..
 CB0447
 CB0447.The geoid height was determined by GEOID03.
 CB0447
 CB0447.The dynamic height is computed by dividing the NAVD 88
 CB0447.geopotential number by the normal gravity value computed on the
 CB0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0447.degrees latitude (g = 980.6199 gals.).
 CB0447
 CB0447.The modeled gravity was interpolated from observed gravity values.
 CB0447
 CB0447;                    North         East    Units  Estimated Accuracy
 CB0447;SPC TX C     - 3,244,150.      585,020.      MT  (+/- 180 meters Scaled)
 CB0447
 CB0447                          SUPERSEDED SURVEY CONTROL
 CB0447
 CB0447  NGVD 29 (??/??/92)  817.280  (m)         2681.36   (f) ADJ UNCH    2 0
 CB0447
 CB0447.Superseded values are not recommended for survey control.
 CB0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0447.See file dsdata.txt to determine how the superseded data were derived.
 CB0447
 CB0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA589281(NAD 83)
 CB0447_MARKER: DB = BENCH MARK DISK
 CB0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0447_STAMPING: F 711 1942
 CB0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0447+STABILITY: SURFACE MOTION
 CB0447
 CB0447  HISTORY     - Date     Condition        Report By
 CB0447  HISTORY     - 1942     MONUMENTED       CGS
 CB0447
 CB0447                          STATION DESCRIPTION
 CB0447
 CB0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0447'4.1 MI W FROM GARDEN CITY.
 CB0447'4.1 MILES WEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT GARDEN
 CB0447'CITY, GLASSCOCK COUNTY, 0.4 MILE WEST OF A DIRT-ROAD INTERSECTION (THE
 CB0447'ROAD LEADS NORTH FROM THE HIGHWAY), 0.1 MILE WEST OF A
 CB0447'HIGHWAY-NUMBERING SIGN, 59 FEET NORTH OF THE CENTERLINE OF THE
 CB0447'HIGHWAY, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST.  AND SET IN THE
 CB0447'TOP A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0472 ***********************************************************************
 CB0472  DESIGNATION -  F 712
 CB0472  PID         -  CB0472
 CB0472  STATE/COUNTY-  TX/MIDLAND
 CB0472  USGS QUAD   -  STEPHENSON LAKE (1974)
 CB0472
 CB0472                         *CURRENT SURVEY CONTROL
 CB0472  ___________________________________________________________________
 CB0472* NAD 83(1986)-  31 57 26.     (N)    101 56 53.     (W)     SCALED    
 CB0472* NAVD 88     -       833.890  (meters)    2735.85   (feet)  ADJUSTED  
 CB0472  ___________________________________________________________________
 CB0472  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CB0472  DYNAMIC HT  -         832.723 (meters)    2732.03  (feet)  COMP
 CB0472  MODELED GRAV-     979,211.8   (mgal)                       NAVD 88
 CB0472
 CB0472  VERT ORDER  -  SECOND    CLASS 0
 CB0472
 CB0472.The horizontal coordinates were scaled from a topographic map and have
 CB0472.an estimated accuracy of +/- 6 seconds.
 CB0472
 CB0472.The orthometric height was determined by differential leveling
 CB0472.and adjusted by the National Geodetic Survey in June 1991..
 CB0472
 CB0472.The geoid height was determined by GEOID03.
 CB0472
 CB0472.The dynamic height is computed by dividing the NAVD 88
 CB0472.geopotential number by the normal gravity value computed on the
 CB0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0472.degrees latitude (g = 980.6199 gals.).
 CB0472
 CB0472.The modeled gravity was interpolated from observed gravity values.
 CB0472
 CB0472;                    North         East    Units  Estimated Accuracy
 CB0472;SPC TX C     - 3,255,040.      547,350.      MT  (+/- 180 meters Scaled)
 CB0472
 CB0472                          SUPERSEDED SURVEY CONTROL
 CB0472
 CB0472  NGVD 29 (??/??/92)  833.540  (m)         2734.71   (f) ADJ UNCH    2 0
 CB0472
 CB0472.Superseded values are not recommended for survey control.
 CB0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0472.See file dsdata.txt to determine how the superseded data were derived.
 CB0472
 CB0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA213394(NAD 83)
 CB0472_MARKER: DB = BENCH MARK DISK
 CB0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0472_SP_SET: CULVERT
 CB0472_STAMPING: F 712 1942
 CB0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0472
 CB0472  HISTORY     - Date     Condition        Report By
 CB0472  HISTORY     - 1942     MONUMENTED       CGS
 CB0472  HISTORY     - 1960     GOOD             NGS
 CB0472
 CB0472                          STATION DESCRIPTION
 CB0472
 CB0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0472'8.4 MI SE FROM MIDLAND.
 CB0472'ALONG HIGHWAY 158, 8.4 MILES SOUTHEAST OF THE RAILROAD STATION AT
 CB0472'MIDLAND, 300 FEET EAST OF A GATE OPENING INTO THE PASTURE ON THE SOUTH
 CB0472'SIDE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTH
 CB0472'HEADWALL OF A CONCRETE CULVERT, 22 FEET SOUTH OF THE CENTER LINE OF
 CB0472'THE HIGHWAY, 6 INCHES HIGHER THAN THE PAVEMENT, A BENCH DISK MARK DISK
 CB0472'SET IN A DRILL HOLE.
 CB0472
 CB0472                          STATION RECOVERY (1960)
 CB0472
 CB0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CB0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0473 ***********************************************************************
 CB0473  DESIGNATION -  F 712 RESET 1960
 CB0473  PID         -  CB0473
 CB0473  STATE/COUNTY-  TX/MIDLAND
 CB0473  USGS QUAD   -  STEPHENSON LAKE (1974)
 CB0473
 CB0473                         *CURRENT SURVEY CONTROL
 CB0473  ___________________________________________________________________
 CB0473* NAD 83(1986)-  31 57 27.     (N)    101 56 53.     (W)     SCALED    
 CB0473* NAVD 88     -       833.82   (meters)    2735.6    (feet)  RESET     
 CB0473  ___________________________________________________________________
 CB0473  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CB0473
 CB0473  VERT ORDER  -  THIRD
 CB0473
 CB0473.The horizontal coordinates were scaled from a topographic map and have
 CB0473.an estimated accuracy of +/- 6 seconds.
 CB0473
 CB0473.The orthometric height was computed from unverified reset data.
 CB0473
 CB0473.The geoid height was determined by GEOID03.
 CB0473
 CB0473;                    North         East    Units  Estimated Accuracy
 CB0473;SPC TX C     - 3,255,070.      547,350.      MT  (+/- 180 meters Scaled)
 CB0473
 CB0473                          SUPERSEDED SURVEY CONTROL
 CB0473
 CB0473  NGVD 29 (??/??/??)  833.47   (m)         2734.5    (f) RESET       3  
 CB0473
 CB0473.Superseded values are not recommended for survey control.
 CB0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0473.See file dsdata.txt to determine how the superseded data were derived.
 CB0473
 CB0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA213395(NAD 83)
 CB0473_MARKER: DB = BENCH MARK DISK
 CB0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0473_STAMPING: F 712 RESET 1960
 CB0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0473+STABILITY: SURFACE MOTION
 CB0473
 CB0473  HISTORY     - Date     Condition        Report By
 CB0473  HISTORY     - 1960     MONUMENTED       CGS
 CB0473
 CB0473                          STATION DESCRIPTION
 CB0473
 CB0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CB0473'8.4 MI SE FROM MIDLAND.
 CB0473'8.4 MILES SOUTHEAST FROM THE T. AND P.R.R.DEPOT IN MIDLAND, ALONG
 CB0473'STATE HIGHWAY NO. 158, IN THE NORTH RIGHT-OF-WAY LINE, ABOUT 50 YARDS
 CB0473'NORTHWEST OF A CONCRETE CULVERT WHICH IS A STOCK UNDERPASS, AND 1 FOOT
 CB0473'EAST OF HIGHWAY SURVEY STATION 439 + 00.  IT IS ABOUT 100 YARDS EAST
 CB0473'OF A GATE IN THE RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED F 712
 CB0473'RESET 1960 IN A CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0376 ***********************************************************************
 CB0376  DESIGNATION -  F 713
 CB0376  PID         -  CB0376
 CB0376  STATE/COUNTY-  TX/REAGAN
 CB0376  USGS QUAD   -  DIVIDE DRAW (1970)
 CB0376
 CB0376                         *CURRENT SURVEY CONTROL
 CB0376  ___________________________________________________________________
 CB0376* NAD 83(1986)-  31 15 42.     (N)    101 29 33.     (W)     SCALED    
 CB0376* NAVD 88     -       786.851  (meters)    2581.53   (feet)  ADJUSTED  
 CB0376  ___________________________________________________________________
 CB0376  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CB0376  DYNAMIC HT  -         785.710 (meters)    2577.78  (feet)  COMP
 CB0376  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 CB0376
 CB0376  VERT ORDER  -  SECOND    CLASS 0
 CB0376
 CB0376.The horizontal coordinates were scaled from a topographic map and have
 CB0376.an estimated accuracy of +/- 6 seconds.
 CB0376
 CB0376.The orthometric height was determined by differential leveling
 CB0376.and adjusted by the National Geodetic Survey in June 1991..
 CB0376
 CB0376.The geoid height was determined by GEOID03.
 CB0376
 CB0376.The dynamic height is computed by dividing the NAVD 88
 CB0376.geopotential number by the normal gravity value computed on the
 CB0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0376.degrees latitude (g = 980.6199 gals.).
 CB0376
 CB0376.The modeled gravity was interpolated from observed gravity values.
 CB0376
 CB0376;                    North         East    Units  Estimated Accuracy
 CB0376;SPC TX C     - 3,177,390.      589,610.      MT  (+/- 180 meters Scaled)
 CB0376
 CB0376                          SUPERSEDED SURVEY CONTROL
 CB0376
 CB0376  NGVD 29 (??/??/92)  786.51   (m)         2580.4    (f) COMPUTED    2 0
 CB0376
 CB0376.Superseded values are not recommended for survey control.
 CB0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0376.See file dsdata.txt to determine how the superseded data were derived.
 CB0376
 CB0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV626612(NAD 83)
 CB0376_MARKER: DB = BENCH MARK DISK
 CB0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0376_STAMPING: F 713 1942
 CB0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0376+STABILITY: SURFACE MOTION
 CB0376
 CB0376  HISTORY     - Date     Condition        Report By
 CB0376  HISTORY     - 1942     MONUMENTED       CGS
 CB0376
 CB0376                          STATION DESCRIPTION
 CB0376
 CB0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0376'6.5 MI N FROM BIG LAKE.
 CB0376'ABOUT 6.5 MILES NORTH ALONG THE GARDEN CITY ROAD FROM THE RAILROAD
 CB0376'STATION AT BIG LAKE, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 1
 CB0376'FOOT INSIDE THE RIGHT-OF-WAY FENCE, 2 FEET NORTH OF A WHITE REFERENCE
 CB0376'POST AND IS A BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING
 CB0376'ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0377 ***********************************************************************
 CB0377  DESIGNATION -  F 713 RESET 1947
 CB0377  PID         -  CB0377
 CB0377  STATE/COUNTY-  TX/REAGAN
 CB0377  USGS QUAD   -  DIVIDE DRAW (1970)
 CB0377
 CB0377                         *CURRENT SURVEY CONTROL
 CB0377  ___________________________________________________________________
 CB0377* NAD 83(1986)-  31 15 42.     (N)    101 29 33.     (W)     SCALED    
 CB0377* NAVD 88     -       786.85   (meters)    2581.5    (feet)  RESET     
 CB0377  ___________________________________________________________________
 CB0377  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CB0377
 CB0377  VERT ORDER  -  THIRD
 CB0377
 CB0377.The horizontal coordinates were scaled from a topographic map and have
 CB0377.an estimated accuracy of +/- 6 seconds.
 CB0377
 CB0377.The orthometric height was computed from unverified reset data.
 CB0377
 CB0377.The geoid height was determined by GEOID03.
 CB0377
 CB0377;                    North         East    Units  Estimated Accuracy
 CB0377;SPC TX C     - 3,177,390.      589,610.      MT  (+/- 180 meters Scaled)
 CB0377
 CB0377                          SUPERSEDED SURVEY CONTROL
 CB0377
 CB0377.No superseded survey control is available for this station.
 CB0377
 CB0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV626612(NAD 83)
 CB0377_MARKER: DB = BENCH MARK DISK
 CB0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0377_STAMPING: F 713 RESET 1947
 CB0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0377+STABILITY: SURFACE MOTION
 CB0377
 CB0377  HISTORY     - Date     Condition        Report By
 CB0377  HISTORY     - 1947     MONUMENTED       TXHD
 CB0377  HISTORY     - 1970     MARK NOT FOUND   USGS
 CB0377
 CB0377                          STATION DESCRIPTION
 CB0377
 CB0377'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1947
 CB0377'6.0 MI N FROM BIG LAKE.
 CB0377'6.0 MILES NORTH ALONG RANCH-TO-MARKET HIGHWAY 33 FROM THE PANHANDLE
 CB0377'AND SANTA FE RAILROAD STATION AT BIG LAKE, REAGAN COUNTY, 49 FEET EAST
 CB0377'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET FROM A WHITE WOODEN WITNESS
 CB0377'POST, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A
 CB0377'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 CB0377
 CB0377                          STATION RECOVERY (1970)
 CB0377
 CB0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CB0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0482 ***********************************************************************
 CB0482  DESIGNATION -  F 714
 CB0482  PID         -  CB0482
 CB0482  STATE/COUNTY-  TX/REAGAN
 CB0482  USGS QUAD   -  SAINT LAWRENCE SE (1973)
 CB0482
 CB0482                         *CURRENT SURVEY CONTROL
 CB0482  ___________________________________________________________________
 CB0482* NAD 83(1986)-  31 33 06.     (N)    101 31 58.     (W)     SCALED    
 CB0482* NAVD 88     -       813.692  (meters)    2669.59   (feet)  ADJUSTED  
 CB0482  ___________________________________________________________________
 CB0482  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CB0482  DYNAMIC HT  -         812.543 (meters)    2665.82  (feet)  COMP
 CB0482  MODELED GRAV-     979,201.1   (mgal)                       NAVD 88
 CB0482
 CB0482  VERT ORDER  -  SECOND    CLASS 0
 CB0482
 CB0482.The horizontal coordinates were scaled from a topographic map and have
 CB0482.an estimated accuracy of +/- 6 seconds.
 CB0482
 CB0482.The orthometric height was determined by differential leveling
 CB0482.and adjusted by the National Geodetic Survey in June 1991..
 CB0482
 CB0482.The geoid height was determined by GEOID03.
 CB0482
 CB0482.The dynamic height is computed by dividing the NAVD 88
 CB0482.geopotential number by the normal gravity value computed on the
 CB0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0482.degrees latitude (g = 980.6199 gals.).
 CB0482
 CB0482.The modeled gravity was interpolated from observed gravity values.
 CB0482
 CB0482;                    North         East    Units  Estimated Accuracy
 CB0482;SPC TX C     - 3,209,580.      586,120.      MT  (+/- 180 meters Scaled)
 CB0482
 CB0482                          SUPERSEDED SURVEY CONTROL
 CB0482
 CB0482  NGVD 29 (??/??/92)  813.385  (m)         2668.58   (f) ADJ UNCH    2 0
 CB0482
 CB0482.Superseded values are not recommended for survey control.
 CB0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0482.See file dsdata.txt to determine how the superseded data were derived.
 CB0482
 CB0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV595935(NAD 83)
 CB0482_MARKER: DB = BENCH MARK DISK
 CB0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0482_STAMPING: F 714 1942
 CB0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0482+STABILITY: SURFACE MOTION
 CB0482
 CB0482  HISTORY     - Date     Condition        Report By
 CB0482  HISTORY     - 1942     MONUMENTED       CGS
 CB0482
 CB0482                          STATION DESCRIPTION
 CB0482
 CB0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0482'14.8 MI N FROM STILES.
 CB0482'14.8 MILES NORTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0482'FROM THE OLD COUNTY COURTHOUSE AT STILES, REAGAN COUNTY, 0.6 MILE
 CB0482'NORTH OF A WINDMILL ON THE WEST SIDE OF THE ROAD, 29 FEET WEST OF THE
 CB0482'CENTERLINE OF THE ROAD, 1-1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 CB0482'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 CB0482'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0262 ***********************************************************************
 CD0262  DESIGNATION -  F 715
 CD0262  PID         -  CD0262
 CD0262  STATE/COUNTY-  TX/CULBERSON
 CD0262  USGS QUAD   -  SEVEN HEART GAP NW (1973)
 CD0262
 CD0262                         *CURRENT SURVEY CONTROL
 CD0262  ___________________________________________________________________
 CD0262* NAD 83(1986)-  31 25 40.     (N)    104 42 27.     (W)     SCALED    
 CD0262* NAVD 88     -      1185.321  (meters)    3888.84   (feet)  ADJUSTED  
 CD0262  ___________________________________________________________________
 CD0262  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CD0262  DYNAMIC HT  -        1183.503 (meters)    3882.88  (feet)  COMP
 CD0262  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 CD0262
 CD0262  VERT ORDER  -  SECOND    CLASS 0
 CD0262
 CD0262.The horizontal coordinates were scaled from a topographic map and have
 CD0262.an estimated accuracy of +/- 6 seconds.
 CD0262
 CD0262.The orthometric height was determined by differential leveling
 CD0262.and adjusted by the National Geodetic Survey in June 1991..
 CD0262
 CD0262.The geoid height was determined by GEOID03.
 CD0262
 CD0262.The dynamic height is computed by dividing the NAVD 88
 CD0262.geopotential number by the normal gravity value computed on the
 CD0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0262.degrees latitude (g = 980.6199 gals.).
 CD0262
 CD0262.The modeled gravity was interpolated from observed gravity values.
 CD0262
 CD0262;                    North         East    Units  Estimated Accuracy
 CD0262;SPC TX C     - 3,203,410.      284,270.      MT  (+/- 180 meters Scaled)
 CD0262
 CD0262                          SUPERSEDED SURVEY CONTROL
 CD0262
 CD0262  NGVD 29 (??/??/92) 1184.827  (m)         3887.22   (f) ADJ UNCH    2 0
 CD0262
 CD0262.Superseded values are not recommended for survey control.
 CD0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0262.See file dsdata.txt to determine how the superseded data were derived.
 CD0262
 CD0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ277770(NAD 83)
 CD0262_MARKER: DB = BENCH MARK DISK
 CD0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0262_STAMPING: F 715 1942
 CD0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0262+STABILITY: SURFACE MOTION
 CD0262
 CD0262  HISTORY     - Date     Condition        Report By
 CD0262  HISTORY     - 1942     MONUMENTED       CGS
 CD0262  HISTORY     - 1958     GOOD             NGS
 CD0262
 CD0262                          STATION DESCRIPTION
 CD0262
 CD0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0262'40.7 MI N FROM VAN HORN.
 CD0262'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0262'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0262'HIGHWAY 54, THENCE ABOUT 9.3 MILES EAST ALONG A DIRT ROAD.  13 FEET
 CD0262'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 3.0 MILE SOUTHEAST
 CD0262'ALONG THE MAVERICK CANYON ROAD FROM JOHNS WELL, ABOUT 1.1 MILE
 CD0262'NORTHWEST OF A WOODEN TOWER WINDMILL AND A WATER SUPPLY TANK, 25 FEET
 CD0262'SOUTHWEST OF THE CENTER LINE OF THE OLD ROAD, 2 FEET WEST OF A WHITE
 CD0262'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 CD0262'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0161 ***********************************************************************
 CD0161  DESIGNATION -  F 716
 CD0161  PID         -  CD0161
 CD0161  STATE/COUNTY-  TX/CULBERSON
 CD0161  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0161
 CD0161                         *CURRENT SURVEY CONTROL
 CD0161  ___________________________________________________________________
 CD0161* NAD 83(1986)-  31 23 46.     (N)    104 27 04.     (W)     SCALED    
 CD0161* NAVD 88     -      1327.454  (meters)    4355.16   (feet)  ADJUSTED  
 CD0161  ___________________________________________________________________
 CD0161  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 CD0161  DYNAMIC HT  -        1325.393 (meters)    4348.39  (feet)  COMP
 CD0161  MODELED GRAV-     979,041.5   (mgal)                       NAVD 88
 CD0161
 CD0161  VERT ORDER  -  SECOND    CLASS 0
 CD0161
 CD0161.The horizontal coordinates were scaled from a topographic map and have
 CD0161.an estimated accuracy of +/- 6 seconds.
 CD0161
 CD0161.The orthometric height was determined by differential leveling
 CD0161.and adjusted by the National Geodetic Survey in June 1991..
 CD0161
 CD0161.The geoid height was determined by GEOID03.
 CD0161
 CD0161.The dynamic height is computed by dividing the NAVD 88
 CD0161.geopotential number by the normal gravity value computed on the
 CD0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0161.degrees latitude (g = 980.6199 gals.).
 CD0161
 CD0161.The modeled gravity was interpolated from observed gravity values.
 CD0161
 CD0161;                    North         East    Units  Estimated Accuracy
 CD0161;SPC TX C     - 3,198,970.      308,500.      MT  (+/- 180 meters Scaled)
 CD0161
 CD0161                          SUPERSEDED SURVEY CONTROL
 CD0161
 CD0161  NGVD 29 (??/??/92) 1326.927  (m)         4353.43   (f) ADJ UNCH    2 0
 CD0161
 CD0161.Superseded values are not recommended for survey control.
 CD0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0161.See file dsdata.txt to determine how the superseded data were derived.
 CD0161
 CD0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ521736(NAD 83)
 CD0161_MARKER: DB = BENCH MARK DISK
 CD0161_SETTING: 66 = SET IN ROCK OUTCROP
 CD0161_SP_SET: ROCK
 CD0161_STAMPING: F-716 1942
 CD0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0161+STABILITY: POSITION/ELEVATION WELL
 CD0161
 CD0161  HISTORY     - Date     Condition        Report By
 CD0161  HISTORY     - 1942     MONUMENTED       CGS
 CD0161  HISTORY     - 1973     GOOD             USGS
 CD0161
 CD0161                          STATION DESCRIPTION
 CD0161
 CD0161'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0161'40.85 MI NE FROM VAN HORN.
 CD0161'VAN HORN, AT JUNCTION OF STATE HWY. 54 AND FARM ROAD 2185, THENCE
 CD0161'GENERALLY EAST ALONG FARM ROAD 2185 FOR 37.6 MILES TO A Y-ROAD EAST
 CD0161'LEADING TO THE ELCOR CHEMICAL CORPORATION, THENCE EAST FOR 0.05 MILES
 CD0161'TO A T-ROAD NORTH, THENCE 3.2 MILES NORTH ALONG GRADED ROAD.  150 FT.
 CD0161'EAST OF A HUGE ROCK OUTCROP.  74 FT. WEST OF ROAD.  IN THE TOP OF A
 CD0161'LAYER OF SOLID ROCK AND NEAR THE EAST EDGE OF THE LAYER.  STANDARD
 CD0161'TABLET STAMPED F-716, 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0377 ***********************************************************************
 CD0377  DESIGNATION -  F 717
 CD0377  PID         -  CD0377
 CD0377  STATE/COUNTY-  TX/CULBERSON
 CD0377  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0377
 CD0377                         *CURRENT SURVEY CONTROL
 CD0377  ___________________________________________________________________
 CD0377* NAD 83(1986)-  31 39 56.     (N)    104 35 15.     (W)     SCALED    
 CD0377* NAVD 88     -      1389.118  (meters)    4557.46   (feet)  ADJUSTED  
 CD0377  ___________________________________________________________________
 CD0377  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CD0377  DYNAMIC HT  -        1386.928 (meters)    4550.28  (feet)  COMP
 CD0377  MODELED GRAV-     979,014.6   (mgal)                       NAVD 88
 CD0377
 CD0377  VERT ORDER  -  SECOND    CLASS 0
 CD0377
 CD0377.The horizontal coordinates were scaled from a topographic map and have
 CD0377.an estimated accuracy of +/- 6 seconds.
 CD0377
 CD0377.The orthometric height was determined by differential leveling
 CD0377.and adjusted by the National Geodetic Survey in June 1991..
 CD0377
 CD0377.The geoid height was determined by GEOID03.
 CD0377
 CD0377.The dynamic height is computed by dividing the NAVD 88
 CD0377.geopotential number by the normal gravity value computed on the
 CD0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0377.degrees latitude (g = 980.6199 gals.).
 CD0377
 CD0377.The modeled gravity was interpolated from observed gravity values.
 CD0377
 CD0377;                    North         East    Units  Estimated Accuracy
 CD0377;SPC TX C     - 3,229,310.      296,680.      MT  (+/- 180 meters Scaled)
 CD0377
 CD0377                          SUPERSEDED SURVEY CONTROL
 CD0377
 CD0377  NGVD 29 (??/??/92) 1388.539  (m)         4555.56   (f) ADJ UNCH    2 0
 CD0377
 CD0377.Superseded values are not recommended for survey control.
 CD0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0377.See file dsdata.txt to determine how the superseded data were derived.
 CD0377
 CD0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER391034(NAD 83)
 CD0377_MARKER: DB = BENCH MARK DISK
 CD0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0377_STAMPING: F 717 1942
 CD0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0377+STABILITY: SURFACE MOTION
 CD0377
 CD0377  HISTORY     - Date     Condition        Report By
 CD0377  HISTORY     - 1942     MONUMENTED       CGS
 CD0377  HISTORY     - 1958     GOOD             NGS
 CD0377
 CD0377                          STATION DESCRIPTION
 CD0377
 CD0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0377'47.8 MI SE FROM PINE SPRINGS.
 CD0377'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0377'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0377'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 18.7 MILES SOUTH ALONG
 CD0377'A GRADED DIRT ROAD.  21 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CD0377'ABOUT 0.25 MILE SOUTHWEST OF THE JUNCTION OF A TRAIL ROAD LEADING
 CD0377'SOUTH, ABOUT 1.0 MILE SOUTH OF A CATTLE GUARD AND OLD CORRAL, 1 1/2
 CD0377'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 CD0377'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CD0377'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0357 ***********************************************************************
 CD0357  DESIGNATION -  F 718
 CD0357  PID         -  CD0357
 CD0357  STATE/COUNTY-  TX/CULBERSON
 CD0357  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0357
 CD0357                         *CURRENT SURVEY CONTROL
 CD0357  ___________________________________________________________________
 CD0357* NAD 83(1986)-  31 56 29.     (N)    104 30 20.     (W)     SCALED    
 CD0357* NAVD 88     -      1176.892  (meters)    3861.19   (feet)  ADJUSTED  
 CD0357  ___________________________________________________________________
 CD0357  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CD0357  DYNAMIC HT  -        1175.117 (meters)    3855.36  (feet)  COMP
 CD0357  MODELED GRAV-     979,091.0   (mgal)                       NAVD 88
 CD0357
 CD0357  VERT ORDER  -  SECOND    CLASS 0
 CD0357
 CD0357.The horizontal coordinates were scaled from a topographic map and have
 CD0357.an estimated accuracy of +/- 6 seconds.
 CD0357
 CD0357.The orthometric height was determined by differential leveling
 CD0357.and adjusted by the National Geodetic Survey in June 1991..
 CD0357
 CD0357.The geoid height was determined by GEOID03.
 CD0357
 CD0357.The dynamic height is computed by dividing the NAVD 88
 CD0357.geopotential number by the normal gravity value computed on the
 CD0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0357.degrees latitude (g = 980.6199 gals.).
 CD0357
 CD0357.The modeled gravity was interpolated from observed gravity values.
 CD0357
 CD0357;                    North         East    Units  Estimated Accuracy
 CD0357;SPC TX C     - 3,259,580.      305,590.      MT  (+/- 180 meters Scaled)
 CD0357
 CD0357                          SUPERSEDED SURVEY CONTROL
 CD0357
 CD0357  NGVD 29 (??/??/92) 1176.354  (m)         3859.42   (f) ADJ UNCH    2 0
 CD0357
 CD0357.Superseded values are not recommended for survey control.
 CD0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0357.See file dsdata.txt to determine how the superseded data were derived.
 CD0357
 CD0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER467340(NAD 83)
 CD0357_MARKER: DB = BENCH MARK DISK
 CD0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0357_STAMPING: F 718 1942
 CD0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0357+STABILITY: SURFACE MOTION
 CD0357
 CD0357  HISTORY     - Date     Condition        Report By
 CD0357  HISTORY     - 1942     MONUMENTED       CGS
 CD0357  HISTORY     - 1958     GOOD             NGS
 CD0357
 CD0357                          STATION DESCRIPTION
 CD0357
 CD0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0357'23.55 MI E FROM PINE SPRINGS.
 CD0357'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0357'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 4.5 MILES
 CD0357'SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 0.25 MILE EAST-NORTHEAST
 CD0357'ACROSS A PASTURE TO THE OLD 9 K RANCH ROAD.  39 FEET WEST-SOUTHWEST OF
 CD0357'THE CENTER LINE OF THE OLD ROAD BED, ABOUT 0.3 MILE SOUTH-SOUTHEAST OF
 CD0357'THE JUNCTION OF THE OLD ROAD AND RANCH ROAD 1108, 2 FEET SOUTHEAST OF
 CD0357'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE OLD
 CD0357'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0170 ***********************************************************************
 BB0170  DESIGNATION -  F 719
 BB0170  PID         -  BB0170
 BB0170  STATE/COUNTY-  TX/PRESIDIO
 BB0170  USGS QUAD   -  ALAMO SPRING (1983)
 BB0170
 BB0170                         *CURRENT SURVEY CONTROL
 BB0170  ___________________________________________________________________
 BB0170* NAD 83(1986)-  29 39 44.     (N)    104 10 24.     (W)     SCALED    
 BB0170* NAVD 88     -       958.474  (meters)    3144.59   (feet)  ADJUSTED  
 BB0170  ___________________________________________________________________
 BB0170  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 BB0170  DYNAMIC HT  -         956.926 (meters)    3139.51  (feet)  COMP
 BB0170  MODELED GRAV-     978,995.8   (mgal)                       NAVD 88
 BB0170
 BB0170  VERT ORDER  -  SECOND    CLASS 0
 BB0170
 BB0170.The horizontal coordinates were scaled from a topographic map and have
 BB0170.an estimated accuracy of +/- 6 seconds.
 BB0170
 BB0170.The orthometric height was determined by differential leveling
 BB0170.and adjusted by the National Geodetic Survey in June 1991..
 BB0170
 BB0170.The geoid height was determined by GEOID03.
 BB0170
 BB0170.The dynamic height is computed by dividing the NAVD 88
 BB0170.geopotential number by the normal gravity value computed on the
 BB0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0170.degrees latitude (g = 980.6199 gals.).
 BB0170
 BB0170.The modeled gravity was interpolated from observed gravity values.
 BB0170
 BB0170;                    North         East    Units  Estimated Accuracy
 BB0170;SPC TXSC     - 4,213,760.       99,390.      MT  (+/- 180 meters Scaled)
 BB0170
 BB0170                          SUPERSEDED SURVEY CONTROL
 BB0170
 BB0170  NGVD 29 (??/??/92)  958.154  (m)         3143.54   (f) ADJ UNCH    2 0
 BB0170
 BB0170.Superseded values are not recommended for survey control.
 BB0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0170.See file dsdata.txt to determine how the superseded data were derived.
 BB0170
 BB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN800816(NAD 83)
 BB0170_MARKER: DB = BENCH MARK DISK
 BB0170_SETTING: 66 = SET IN ROCK OUTCROP
 BB0170_SP_SET: ROCK OUTCROP
 BB0170_STAMPING: F 719 1943
 BB0170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0170+STABILITY: POSITION/ELEVATION WELL
 BB0170
 BB0170  HISTORY     - Date     Condition        Report By
 BB0170  HISTORY     - 1943     MONUMENTED       CGS
 BB0170  HISTORY     - 1958     GOOD             NGS
 BB0170
 BB0170                          STATION DESCRIPTION
 BB0170
 BB0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0170'21.60 MI NE FROM PRESIDIO.
 BB0170'ABOUT 7.7 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0170'PRESIDIO, THENCE ABOUT 6.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD
 BB0170'TO THE JUNCTION OF THE CASA PIEDRA ROAD, THENCE ABOUT 7.75 MILES NORTH
 BB0170'ALONG THE CASA PIEDRA ROAD.  IN THE TOP OF A ROCK OUTCROP PROJECTING
 BB0170'ABOUT 1 FOOT, 408 FEET SOUTHEAST OF THE NEAR RAIL OF THE PANHANDLE AND
 BB0170'SANTA FE RAILWAY TRACK, 275 FEET SOUTHEAST OF THE SOUTHEAST RAILWAY
 BB0170'RIGHT OF WAY FENCE, 62 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 BB0170'11 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 5 FEET
 BB0170'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0479 ***********************************************************************
 CU0479  DESIGNATION -  F 72
 CU0479  PID         -  CU0479
 CU0479  STATE/COUNTY-  TX/GARZA
 CU0479  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0479
 CU0479                         *CURRENT SURVEY CONTROL
 CU0479  ___________________________________________________________________
 CU0479* NAD 83(1986)-  32 58 38.     (N)    101 06 15.     (W)     SCALED    
 CU0479* NAVD 88     -       714.539  (meters)    2344.28   (feet)  ADJUSTED  
 CU0479  ___________________________________________________________________
 CU0479  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CU0479  DYNAMIC HT  -         713.629 (meters)    2341.30  (feet)  COMP
 CU0479  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 CU0479
 CU0479  VERT ORDER  -  FIRST     CLASS II
 CU0479
 CU0479.The horizontal coordinates were scaled from a topographic map and have
 CU0479.an estimated accuracy of +/- 6 seconds.
 CU0479
 CU0479.The orthometric height was determined by differential leveling
 CU0479.and adjusted by the National Geodetic Survey in June 1991..
 CU0479
 CU0479.The geoid height was determined by GEOID03.
 CU0479
 CU0479.The dynamic height is computed by dividing the NAVD 88
 CU0479.geopotential number by the normal gravity value computed on the
 CU0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0479.degrees latitude (g = 980.6199 gals.).
 CU0479
 CU0479.The modeled gravity was interpolated from observed gravity values.
 CU0479
 CU0479;                    North         East    Units  Estimated Accuracy
 CU0479;SPC TXNC     - 2,148,340.      356,630.      MT  (+/- 180 meters Scaled)
 CU0479
 CU0479                          SUPERSEDED SURVEY CONTROL
 CU0479
 CU0479  NGVD 29 (??/??/92)  714.243  (m)         2343.31   (f) ADJ UNCH    1 2
 CU0479
 CU0479.Superseded values are not recommended for survey control.
 CU0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0479.See file dsdata.txt to determine how the superseded data were derived.
 CU0479
 CU0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB033507(NAD 83)
 CU0479_MARKER: DB = BENCH MARK DISK
 CU0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0479_STAMPING: 2343.312 F 72 1931
 CU0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0479+STABILITY: SURFACE MOTION
 CU0479
 CU0479  HISTORY     - Date     Condition        Report By
 CU0479  HISTORY     - 1931     MONUMENTED       CGS
 CU0479  HISTORY     - 1941     MARK NOT FOUND   NGS
 CU0479  HISTORY     - 1968     MARK NOT FOUND   USGS
 CU0479  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0479
 CU0479                          STATION DESCRIPTION
 CU0479
 CU0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CU0479'4.6 MI N FROM FULLERVILLE.
 CU0479'IN GARZA COUNTY, 4.6 MILES NORTH ALONG THE PANHANDLE AND SANTA FE
 CU0479'RAILWAY FROM FULLERVILLE, SCURRY COUNTY, 2.5 MILES SOUTH OF EPPLER,
 CU0479'GARZA COUNTY, ABOUT 0.3 MILE SOUTH OF MILEPOST 736, 500 FEET NORTHWEST
 CU0479'OF THE SOUTH END OF A LONG CURVE, AT A PLACE WHERE THERE IS NO CUT OR
 CU0479'FILL, 100 FEET NORTHEAST OF THE TRACK, AT THE EDGE OF THE
 CU0479'RIGHT-OF-WAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 CU0479'INCHES ABOVE GROUND.  NOTE-- THIS MARK IS NOT VISIBLE, COVERED FROM
 CU0479'OVERFLOW.
 CU0479
 CU0479                          STATION RECOVERY (1968)
 CU0479
 CU0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CU0479'MARK NOT FOUND.
 CU0479
 CU0479                          STATION RECOVERY (1982)
 CU0479
 CU0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0479'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0076 ***********************************************************************
 BO0076  DESIGNATION -  F 722
 BO0076  PID         -  BO0076
 BO0076  STATE/COUNTY-  TX/VAL VERDE
 BO0076  USGS QUAD   -  WHITE DRAW NW (1973)
 BO0076
 BO0076                         *CURRENT SURVEY CONTROL
 BO0076  ___________________________________________________________________
 BO0076* NAD 83(1986)-  30 09 09.     (N)    100 58 14.     (W)     SCALED    
 BO0076* NAVD 88     -       572.343  (meters)    1877.76   (feet)  ADJUSTED  
 BO0076  ___________________________________________________________________
 BO0076  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BO0076  DYNAMIC HT  -         571.498 (meters)    1874.99  (feet)  COMP
 BO0076  MODELED GRAV-     979,148.1   (mgal)                       NAVD 88
 BO0076
 BO0076  VERT ORDER  -  SECOND    CLASS 0
 BO0076
 BO0076.The horizontal coordinates were scaled from a topographic map and have
 BO0076.an estimated accuracy of +/- 6 seconds.
 BO0076
 BO0076.The orthometric height was determined by differential leveling
 BO0076.and adjusted by the National Geodetic Survey in June 1991..
 BO0076
 BO0076.The geoid height was determined by GEOID03.
 BO0076
 BO0076.The dynamic height is computed by dividing the NAVD 88
 BO0076.geopotential number by the normal gravity value computed on the
 BO0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0076.degrees latitude (g = 980.6199 gals.).
 BO0076
 BO0076.The modeled gravity was interpolated from observed gravity values.
 BO0076
 BO0076;                    North         East    Units  Estimated Accuracy
 BO0076;SPC TXSC     - 4,258,630.      410,180.      MT  (+/- 180 meters Scaled)
 BO0076
 BO0076                          SUPERSEDED SURVEY CONTROL
 BO0076
 BO0076  NGVD 29 (??/??/92)  572.220  (m)         1877.36   (f) ADJ UNCH    2 0
 BO0076
 BO0076.Superseded values are not recommended for survey control.
 BO0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0076.See file dsdata.txt to determine how the superseded data were derived.
 BO0076
 BO0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU102373(NAD 83)
 BO0076_MARKER: DB = BENCH MARK DISK
 BO0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0076_STAMPING: F 722 1942
 BO0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0076+STABILITY: SURFACE MOTION
 BO0076
 BO0076  HISTORY     - Date     Condition        Report By
 BO0076  HISTORY     - 1942     MONUMENTED       CGS
 BO0076
 BO0076                          STATION DESCRIPTION
 BO0076
 BO0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0076'12.0 MI NE FROM JUNO.
 BO0076'THIS MARK IS ABOUT 8.0 MILES NORTHEAST ALONG THE ROAD TO SONORA AND
 BO0076'ABOUT 4.0 MILES EAST ALONG A RANCH ROAD FROM THE POST OFFICE AT JUNO,
 BO0076'VAL VERDE COUNTY, ABOUT 0.15 MILE SOUTH OF A GATE, AND A RANCH, ABOUT
 BO0076'800.0 FEET SOUTHWEST OF A WELL, 37.0 FEET EAST OF THE CENTER LINE OF
 BO0076'THE ROAD, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0100 ***********************************************************************
 BO0100  DESIGNATION -  F 723
 BO0100  PID         -  BO0100
 BO0100  STATE/COUNTY-  TX/VAL VERDE
 BO0100  USGS QUAD   -  WHITE DRAW (1973)
 BO0100
 BO0100                         *CURRENT SURVEY CONTROL
 BO0100  ___________________________________________________________________
 BO0100* NAD 83(1986)-  30 01 51.     (N)    100 54 29.     (W)     SCALED    
 BO0100* NAVD 88     -       541.655  (meters)    1777.08   (feet)  ADJUSTED  
 BO0100  ___________________________________________________________________
 BO0100  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BO0100  DYNAMIC HT  -         540.857 (meters)    1774.46  (feet)  COMP
 BO0100  MODELED GRAV-     979,152.3   (mgal)                       NAVD 88
 BO0100
 BO0100  VERT ORDER  -  SECOND    CLASS 0
 BO0100
 BO0100.The horizontal coordinates were scaled from a topographic map and have
 BO0100.an estimated accuracy of +/- 6 seconds.
 BO0100
 BO0100.The orthometric height was determined by differential leveling
 BO0100.and adjusted by the National Geodetic Survey in June 1991..
 BO0100
 BO0100.The geoid height was determined by GEOID03.
 BO0100
 BO0100.The dynamic height is computed by dividing the NAVD 88
 BO0100.geopotential number by the normal gravity value computed on the
 BO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0100.degrees latitude (g = 980.6199 gals.).
 BO0100
 BO0100.The modeled gravity was interpolated from observed gravity values.
 BO0100
 BO0100;                    North         East    Units  Estimated Accuracy
 BO0100;SPC TXSC     - 4,245,050.      415,980.      MT  (+/- 180 meters Scaled)
 BO0100
 BO0100                          SUPERSEDED SURVEY CONTROL
 BO0100
 BO0100  NGVD 29 (??/??/92)  541.541  (m)         1776.71   (f) ADJ UNCH    2 0
 BO0100
 BO0100.Superseded values are not recommended for survey control.
 BO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0100.See file dsdata.txt to determine how the superseded data were derived.
 BO0100
 BO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU160237(NAD 83)
 BO0100_MARKER: DB = BENCH MARK DISK
 BO0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0100_STAMPING: F 723 1942
 BO0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0100+STABILITY: SURFACE MOTION
 BO0100
 BO0100  HISTORY     - Date     Condition        Report By
 BO0100  HISTORY     - 1942     MONUMENTED       CGS
 BO0100  HISTORY     - 1973     MARK NOT FOUND   USGS
 BO0100
 BO0100                          STATION DESCRIPTION
 BO0100
 BO0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0100'16.4 MI NW FROM LOMA ALTA.
 BO0100'THIS MARK IS ABOUT 3.7 MILES NORTH AND ABOUT 12.7 MILES WEST ALONG A
 BO0100'RANCH ROAD TO JUNO FROM THE STORE AT LOMA ALTA, VAL VERDE COUNTY, SET
 BO0100'AT A BUMPER GATE, 17.0 FEET NORTH OF THE NORTH END OF THE GATE, 27.0
 BO0100'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A FENCE
 BO0100'RUNNING NORTH-SOUTH.
 BO0100
 BO0100                          STATION RECOVERY (1973)
 BO0100
 BO0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BO0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0377 ***********************************************************************
 BO0377  DESIGNATION -  F 724
 BO0377  PID         -  BO0377
 BO0377  STATE/COUNTY-  TX/TERRELL
 BO0377  USGS QUAD   -  HORSEHEAD CANYON (1967)
 BO0377
 BO0377                         *CURRENT SURVEY CONTROL
 BO0377  ___________________________________________________________________
 BO0377* NAD 83(1986)-  30 34 47.     (N)    101 54 51.     (W)     SCALED    
 BO0377* NAVD 88     -       803.362  (meters)    2635.70   (feet)  ADJUSTED  
 BO0377  ___________________________________________________________________
 BO0377  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BO0377  DYNAMIC HT  -         802.166 (meters)    2631.77  (feet)  COMP
 BO0377  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 BO0377
 BO0377  VERT ORDER  -  SECOND    CLASS 0
 BO0377
 BO0377.The horizontal coordinates were scaled from a topographic map and have
 BO0377.an estimated accuracy of +/- 6 seconds.
 BO0377
 BO0377.The orthometric height was determined by differential leveling
 BO0377.and adjusted by the National Geodetic Survey in June 1991..
 BO0377
 BO0377.The geoid height was determined by GEOID03.
 BO0377
 BO0377.The dynamic height is computed by dividing the NAVD 88
 BO0377.geopotential number by the normal gravity value computed on the
 BO0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0377.degrees latitude (g = 980.6199 gals.).
 BO0377
 BO0377.The modeled gravity was interpolated from observed gravity values.
 BO0377
 BO0377;                    North         East    Units  Estimated Accuracy
 BO0377;SPC TXSC     - 4,307,880.      320,470.      MT  (+/- 180 meters Scaled)
 BO0377
 BO0377                          SUPERSEDED SURVEY CONTROL
 BO0377
 BO0377  NGVD 29 (??/??/92)  803.122  (m)         2634.91   (f) ADJ UNCH    2 0
 BO0377
 BO0377.Superseded values are not recommended for survey control.
 BO0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0377.See file dsdata.txt to determine how the superseded data were derived.
 BO0377
 BO0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU205866(NAD 83)
 BO0377_MARKER: DB = BENCH MARK DISK
 BO0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0377_STAMPING: F 724 1942
 BO0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0377+STABILITY: SURFACE MOTION
 BO0377
 BO0377  HISTORY     - Date     Condition        Report By
 BO0377  HISTORY     - 1942     MONUMENTED       CGS
 BO0377  HISTORY     - 1958     GOOD             NGS
 BO0377
 BO0377                          STATION DESCRIPTION
 BO0377
 BO0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0377'12.0 MI S FROM SHEFFIELD.
 BO0377'ABOUT 12.0 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE AT
 BO0377'SHEFFIELD, 125 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BO0377'ABOUT 0.15 MILE SOUTHEAST OF A TRACK ROAD LEADING WEST-SOUTHWEST, 622
 BO0377'FEET SOUTH-SOUTHEAST OF THE SOUTH LEG OF A STEEL WINDMILL, 1 1/2 FEET
 BO0377'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 BO0377'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BO0377'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0331 ***********************************************************************
 BO0331  DESIGNATION -  F 725
 BO0331  PID         -  BO0331
 BO0331  STATE/COUNTY-  TX/TERRELL
 BO0331  USGS QUAD   -  GEDDIS CANYON WEST (1980)
 BO0331
 BO0331                         *CURRENT SURVEY CONTROL
 BO0331  ___________________________________________________________________
 BO0331* NAD 83(1986)-  30 19 48.     (N)    101 57 38.     (W)     SCALED    
 BO0331* NAVD 88     -       713.936  (meters)    2342.30   (feet)  ADJUSTED  
 BO0331  ___________________________________________________________________
 BO0331  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 BO0331  DYNAMIC HT  -         712.862 (meters)    2338.78  (feet)  COMP
 BO0331  MODELED GRAV-     979,113.8   (mgal)                       NAVD 88
 BO0331
 BO0331  VERT ORDER  -  SECOND    CLASS 0
 BO0331
 BO0331.The horizontal coordinates were scaled from a topographic map and have
 BO0331.an estimated accuracy of +/- 6 seconds.
 BO0331
 BO0331.The orthometric height was determined by differential leveling
 BO0331.and adjusted by the National Geodetic Survey in June 1991..
 BO0331
 BO0331.The geoid height was determined by GEOID03.
 BO0331
 BO0331.The dynamic height is computed by dividing the NAVD 88
 BO0331.geopotential number by the normal gravity value computed on the
 BO0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0331.degrees latitude (g = 980.6199 gals.).
 BO0331
 BO0331.The modeled gravity was interpolated from observed gravity values.
 BO0331
 BO0331;                    North         East    Units  Estimated Accuracy
 BO0331;SPC TXSC     - 4,280,310.      315,320.      MT  (+/- 180 meters Scaled)
 BO0331
 BO0331                          SUPERSEDED SURVEY CONTROL
 BO0331
 BO0331  NGVD 29 (??/??/92)  713.709  (m)         2341.56   (f) ADJ UNCH    2 0
 BO0331
 BO0331.Superseded values are not recommended for survey control.
 BO0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0331.See file dsdata.txt to determine how the superseded data were derived.
 BO0331
 BO0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU153590(NAD 83)
 BO0331_MARKER: DB = BENCH MARK DISK
 BO0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0331_STAMPING: F 725 1942
 BO0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0331+STABILITY: SURFACE MOTION
 BO0331
 BO0331  HISTORY     - Date     Condition        Report By
 BO0331  HISTORY     - 1942     MONUMENTED       CGS
 BO0331  HISTORY     - 1958     GOOD             NGS
 BO0331
 BO0331                          STATION DESCRIPTION
 BO0331
 BO0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0331'23.05 MI N FROM DRYDEN.
 BO0331'ABOUT 16.55 MILES NORTH ALONG SATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BO0331'ORLEANS RAILROAD STATION DRYDEN TO A CONCRETE WATER CROSSING, THENCE
 BO0331'0.3 MILE NORTHWEST ALONG A TRAIL ROAD, THENCE 6.2 MILES NORTHEAST
 BO0331'ALONG THE OLD HIGHWAY, 30 FEET WEST-NORTHWEST OF THE CENTER LINE OF
 BO0331'THE OLD HIGHWAY, AT THE JUNCTION OF A TRACK ROAD LEADING NORTH TO N.
 BO0331'M. SCOTT RANCH, 24 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 1
 BO0331'FOOT NORTH OF WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BO0331'POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0076 ***********************************************************************
 BP0076  DESIGNATION -  F 726
 BP0076  PID         -  BP0076
 BP0076  STATE/COUNTY-  TX/TERRELL
 BP0076  USGS QUAD   -  DRYDEN (1968)
 BP0076
 BP0076                         *CURRENT SURVEY CONTROL
 BP0076  ___________________________________________________________________
 BP0076* NAD 83(1986)-  30 02 48.     (N)    102 06 50.     (W)     SCALED    
 BP0076* NAVD 88     -       642.359  (meters)    2107.47   (feet)  ADJUSTED  
 BP0076  ___________________________________________________________________
 BP0076  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BP0076  DYNAMIC HT  -         641.391 (meters)    2104.30  (feet)  COMP
 BP0076  MODELED GRAV-     979,115.5   (mgal)                       NAVD 88
 BP0076
 BP0076  VERT ORDER  -  FIRST     CLASS II
 BP0076
 BP0076.The horizontal coordinates were scaled from a topographic map and have
 BP0076.an estimated accuracy of +/- 6 seconds.
 BP0076
 BP0076.The orthometric height was determined by differential leveling
 BP0076.and adjusted by the National Geodetic Survey in June 1991..
 BP0076
 BP0076.The geoid height was determined by GEOID03.
 BP0076
 BP0076.The dynamic height is computed by dividing the NAVD 88
 BP0076.geopotential number by the normal gravity value computed on the
 BP0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0076.degrees latitude (g = 980.6199 gals.).
 BP0076
 BP0076.The modeled gravity was interpolated from observed gravity values.
 BP0076
 BP0076;                    North         East    Units  Estimated Accuracy
 BP0076;SPC TXSC     - 4,249,300.      299,750.      MT  (+/- 180 meters Scaled)
 BP0076
 BP0076                          SUPERSEDED SURVEY CONTROL
 BP0076
 BP0076  NGVD 29 (??/??/92)  642.163  (m)         2106.83   (f) ADJ UNCH    1 2
 BP0076
 BP0076.Superseded values are not recommended for survey control.
 BP0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0076.See file dsdata.txt to determine how the superseded data were derived.
 BP0076
 BP0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP782274(NAD 83)
 BP0076_MARKER: DB = BENCH MARK DISK
 BP0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0076_SP_SET: CONCRETE SLAB
 BP0076_STAMPING: F 726 1942
 BP0076_MARK LOGO: CGS   
 BP0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0076
 BP0076  HISTORY     - Date     Condition        Report By
 BP0076  HISTORY     - 1942     MONUMENTED       CGS
 BP0076  HISTORY     - 1958     GOOD             NGS
 BP0076  HISTORY     - 1981     GOOD             NGS
 BP0076
 BP0076                          STATION DESCRIPTION
 BP0076
 BP0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0076'IN DRYDEN.
 BP0076'AT DRYDEN, 125 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 BP0076'TEXAS AND NEW ORLEANS RAILROAD STATION, IN THE TOP OF THE NORTH EDGE
 BP0076'OF A SLAB OF CONCRETE, 4 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 BP0076'TRACK, 9 1/2 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 49 FEET
 BP0076'EAST OF THE CENTER LINE OF STATE HIGHWAY 349, 32 FEET NORTHEAST OF THE
 BP0076'NORTHEAST CORNER OF A WARNING SIGNAL, AND ABOUT 1 FOOT BELOW THE LEVEL
 BP0076'OF THE TRACK.
 BP0076
 BP0076                          STATION RECOVERY (1981)
 BP0076
 BP0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0076'IN DRYDEN, AT THE INTERSECTION OF STATE HIGHWAY 349 AND THE SOUTHERN
 BP0076'PACIFIC RAILROAD, IN TOP OF THE NORTHEAST CORNER OF A CONCRETE SLAB,
 BP0076'14.8 METERS (48.6 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BP0076'10.5 METERS (34.4 FT) EAST-NORTHEAST AND ACROSS THE TRACKS FROM THE
 BP0076'NORTHEAST CORNER OF A RAILROAD CROSSING SIGNAL, 5.1 METERS (16.7 FT)
 BP0076'SOUTH OF THE SOUTHEAST CORNER OF A SILVER ELECTRIC RAILROAD BOX AND
 BP0076'1.3 METERS (4.3 FT) NORTH OF THE NEAR RAIL.  NOTE=THE 726 STAMPED ON
 BP0076'THE DISK IS NO LONGER LEGIBLE.
 BP0076'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0049 ***********************************************************************
 CD0049  DESIGNATION -  F 727
 CD0049  PID         -  CD0049
 CD0049  STATE/COUNTY-  TX/REEVES
 CD0049  USGS QUAD   -  DRY LAKE (1973)
 CD0049
 CD0049                         *CURRENT SURVEY CONTROL
 CD0049  ___________________________________________________________________
 CD0049* NAD 83(1986)-  31 32 01.     (N)    104 02 45.     (W)     SCALED    
 CD0049* NAVD 88     -      1004.389  (meters)    3295.23   (feet)  ADJUSTED  
 CD0049  ___________________________________________________________________
 CD0049  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CD0049  DYNAMIC HT  -        1002.877 (meters)    3290.27  (feet)  COMP
 CD0049  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 CD0049
 CD0049  VERT ORDER  -  SECOND    CLASS 0
 CD0049
 CD0049.The horizontal coordinates were scaled from a topographic map and have
 CD0049.an estimated accuracy of +/- 6 seconds.
 CD0049
 CD0049.The orthometric height was determined by differential leveling
 CD0049.and adjusted by the National Geodetic Survey in June 1991..
 CD0049
 CD0049.The geoid height was determined by GEOID03.
 CD0049
 CD0049.The dynamic height is computed by dividing the NAVD 88
 CD0049.geopotential number by the normal gravity value computed on the
 CD0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0049.degrees latitude (g = 980.6199 gals.).
 CD0049
 CD0049.The modeled gravity was interpolated from observed gravity values.
 CD0049
 CD0049;                    North         East    Units  Estimated Accuracy
 CD0049;SPC TX C     - 3,212,850.      347,520.      MT  (+/- 180 meters Scaled)
 CD0049
 CD0049                          SUPERSEDED SURVEY CONTROL
 CD0049
 CD0049  NGVD 29 (??/??/92) 1003.963  (m)         3293.84   (f) ADJ UNCH    2 0
 CD0049
 CD0049.Superseded values are not recommended for survey control.
 CD0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0049.See file dsdata.txt to determine how the superseded data were derived.
 CD0049
 CD0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ905891(NAD 83)
 CD0049_MARKER: DB = BENCH MARK DISK
 CD0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0049_STAMPING: F 727 1942
 CD0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0049+STABILITY: SURFACE MOTION
 CD0049
 CD0049  HISTORY     - Date     Condition        Report By
 CD0049  HISTORY     - 1942     MONUMENTED       CGS
 CD0049  HISTORY     - 1958     GOOD             NGS
 CD0049
 CD0049                          STATION DESCRIPTION
 CD0049
 CD0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0049'23.15 MI NW FROM TOYAH.
 CD0049'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0049'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 14.2 MILES
 CD0049'NORTHWEST ALONG A GRADED DIRT ROAD.  40 FEET SOUTH OF THE CENTER LINE
 CD0049'OF THE ROAD, ABOUT 0.8 MILE WEST OF THE JUNCTION OF A ROAD LEADING
 CD0049'NORTH AND NORTHWEST, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 CD0049'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0049'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0073 ***********************************************************************
 CD0073  DESIGNATION -  F 728
 CD0073  PID         -  CD0073
 CD0073  STATE/COUNTY-  TX/CULBERSON
 CD0073  USGS QUAD   -  K C RANCH (1973)
 CD0073
 CD0073                         *CURRENT SURVEY CONTROL
 CD0073  ___________________________________________________________________
 CD0073* NAD 83(1986)-  31 30 53.     (N)    104 23 40.     (W)     SCALED    
 CD0073* NAVD 88     -      1214.842  (meters)    3985.69   (feet)  ADJUSTED  
 CD0073  ___________________________________________________________________
 CD0073  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CD0073  DYNAMIC HT  -        1212.977 (meters)    3979.58  (feet)  COMP
 CD0073  MODELED GRAV-     979,063.3   (mgal)                       NAVD 88
 CD0073
 CD0073  VERT ORDER  -  SECOND    CLASS 0
 CD0073
 CD0073.The horizontal coordinates were scaled from a topographic map and have
 CD0073.an estimated accuracy of +/- 6 seconds.
 CD0073
 CD0073.The orthometric height was determined by differential leveling
 CD0073.and adjusted by the National Geodetic Survey in June 1991..
 CD0073
 CD0073.The geoid height was determined by GEOID03.
 CD0073
 CD0073.The dynamic height is computed by dividing the NAVD 88
 CD0073.geopotential number by the normal gravity value computed on the
 CD0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0073.degrees latitude (g = 980.6199 gals.).
 CD0073
 CD0073.The modeled gravity was interpolated from observed gravity values.
 CD0073
 CD0073;                    North         East    Units  Estimated Accuracy
 CD0073;SPC TX C     - 3,211,910.      314,360.      MT  (+/- 180 meters Scaled)
 CD0073
 CD0073                          SUPERSEDED SURVEY CONTROL
 CD0073
 CD0073  NGVD 29 (??/??/92) 1214.348  (m)         3984.07   (f) ADJ UNCH    2 0
 CD0073
 CD0073.Superseded values are not recommended for survey control.
 CD0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0073.See file dsdata.txt to determine how the superseded data were derived.
 CD0073
 CD0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ574868(NAD 83)
 CD0073_MARKER: DB = BENCH MARK DISK
 CD0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0073_STAMPING: F 728 1942
 CD0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0073+STABILITY: SURFACE MOTION
 CD0073
 CD0073  HISTORY     - Date     Condition        Report By
 CD0073  HISTORY     - 1942     MONUMENTED       CGS
 CD0073  HISTORY     - 1958     GOOD             NGS
 CD0073
 CD0073                          STATION DESCRIPTION
 CD0073
 CD0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0073'47.35 MI NW FROM TOYAH.
 CD0073'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0073'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 38.4 MILES
 CD0073'NORTHWEST ALONG A GRADED DIRT ROAD.  31 FEET EAST OF THE CENTER LINE
 CD0073'OF THE ROAD, ABOUT 0.65 MILE SOUTH OF A WOODEN TOWER WINDMILL, ABOUT
 CD0073'0.4 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING WEST, 150 FEET NORTH
 CD0073'OF THE NORTH END OF A CURVE, 1 1/2 FEET SOUTH OF A METAL WITNESS POST,
 CD0073'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0073'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0058 ***********************************************************************
 BQ0058  DESIGNATION -  F 729
 BQ0058  PID         -  BQ0058
 BQ0058  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0058  USGS QUAD   -  BORACHO PEAK (1978)
 BQ0058
 BQ0058                         *CURRENT SURVEY CONTROL
 BQ0058  ___________________________________________________________________
 BQ0058* NAD 83(1986)-  30 55 44.     (N)    104 25 15.     (W)     SCALED    
 BQ0058* NAVD 88     -      1336.959  (meters)    4386.34   (feet)  ADJUSTED  
 BQ0058  ___________________________________________________________________
 BQ0058  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 BQ0058  DYNAMIC HT  -        1334.838 (meters)    4379.38  (feet)  COMP
 BQ0058  MODELED GRAV-     979,007.1   (mgal)                       NAVD 88
 BQ0058
 BQ0058  VERT ORDER  -  SECOND    CLASS 0
 BQ0058
 BQ0058.The horizontal coordinates were scaled from a topographic map and have
 BQ0058.an estimated accuracy of +/- 6 seconds.
 BQ0058
 BQ0058.The orthometric height was determined by differential leveling
 BQ0058.and adjusted by the National Geodetic Survey in June 1991..
 BQ0058
 BQ0058.The geoid height was determined by GEOID03.
 BQ0058
 BQ0058.The dynamic height is computed by dividing the NAVD 88
 BQ0058.geopotential number by the normal gravity value computed on the
 BQ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0058.degrees latitude (g = 980.6199 gals.).
 BQ0058
 BQ0058.The modeled gravity was interpolated from observed gravity values.
 BQ0058
 BQ0058;                    North         East    Units  Estimated Accuracy
 BQ0058;SPC TX C     - 3,147,100.      309,470.      MT  (+/- 180 meters Scaled)
 BQ0058
 BQ0058                          SUPERSEDED SURVEY CONTROL
 BQ0058
 BQ0058  NGVD 29 (??/??/92) 1336.420  (m)         4384.57   (f) ADJ UNCH    2 0
 BQ0058
 BQ0058.Superseded values are not recommended for survey control.
 BQ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0058.See file dsdata.txt to determine how the superseded data were derived.
 BQ0058
 BQ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ553218(NAD 83)
 BQ0058_MARKER: DB = BENCH MARK DISK
 BQ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0058_STAMPING: F 729 1942
 BQ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0058+STABILITY: SURFACE MOTION
 BQ0058
 BQ0058  HISTORY     - Date     Condition        Report By
 BQ0058  HISTORY     - 1942     MONUMENTED       CGS
 BQ0058  HISTORY     - 1966     GOOD             NGS
 BQ0058
 BQ0058                          STATION DESCRIPTION
 BQ0058
 BQ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BQ0058'10.8 MI S FROM BORACHO.
 BQ0058'ABOUT 0.35 MILES SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0058'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 10.45 MILES
 BQ0058'SOUTH ALONG A VERY POOR DIRT ROAD.  27 FEET EAST OF THE CENTERLINE OF
 BQ0058'THE ROAD, 0.3 MILES SOUTH OF A TANK, 0.1 MILES NORTH OF THE JUNCTTION
 BQ0058'OF A DIRT ROAD, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 BQ0058'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BQ0058'INCHES.  NOTE-- THIS MARK IS IN JEFF DAVIS COUNTY, NOT CULBERSON
 BQ0058'COUNTY AS WAS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0097 ***********************************************************************
 CU0097  DESIGNATION -  F 73
 CU0097  PID         -  CU0097
 CU0097  STATE/COUNTY-  TX/NOLAN
 CU0097  USGS QUAD   -  SWEETWATER (1987)
 CU0097
 CU0097                         *CURRENT SURVEY CONTROL
 CU0097  ___________________________________________________________________
 CU0097* NAD 83(1986)-  32 28 17.     (N)    100 24 46.     (W)     SCALED    
 CU0097* NAVD 88     -       655.841  (meters)    2151.70   (feet)  ADJUSTED  
 CU0097  ___________________________________________________________________
 CU0097  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CU0097  DYNAMIC HT  -         654.969 (meters)    2148.84  (feet)  COMP
 CU0097  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 CU0097
 CU0097  VERT ORDER  -  FIRST     CLASS II
 CU0097
 CU0097.The horizontal coordinates were scaled from a topographic map and have
 CU0097.an estimated accuracy of +/- 6 seconds.
 CU0097
 CU0097.The orthometric height was determined by differential leveling
 CU0097.and adjusted by the National Geodetic Survey in June 1991..
 CU0097
 CU0097.The geoid height was determined by GEOID03.
 CU0097
 CU0097.The dynamic height is computed by dividing the NAVD 88
 CU0097.geopotential number by the normal gravity value computed on the
 CU0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0097.degrees latitude (g = 980.6199 gals.).
 CU0097
 CU0097.The modeled gravity was interpolated from observed gravity values.
 CU0097
 CU0097;                    North         East    Units  Estimated Accuracy
 CU0097;SPC TXNC     - 2,090,870.      420,210.      MT  (+/- 180 meters Scaled)
 CU0097
 CU0097                          SUPERSEDED SURVEY CONTROL
 CU0097
 CU0097  NGVD 29 (??/??/92)  655.624  (m)         2150.99   (f) ADJ UNCH    1 2
 CU0097
 CU0097.Superseded values are not recommended for survey control.
 CU0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0097.See file dsdata.txt to determine how the superseded data were derived.
 CU0097
 CU0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA672935(NAD 83)
 CU0097_MARKER: DB = BENCH MARK DISK
 CU0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0097_SP_SET: SILL
 CU0097_STAMPING: 2150.993 F 73 1931
 CU0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0097
 CU0097  HISTORY     - Date     Condition        Report By
 CU0097  HISTORY     - 1931     MONUMENTED       CGS
 CU0097  HISTORY     - 1949     GOOD             NGS
 CU0097
 CU0097                          STATION DESCRIPTION
 CU0097
 CU0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CU0097'IN SWEETWATER.
 CU0097'AT SWEETWATER, NOLAN COUNTY ON THE SOUTH SIDE OF THE PANHANDLE AND
 CU0097'SANTA FE RAILWAY STATION, AT THE SOUTHWEST CORNER OF THE TICKET
 CU0097'OFFICE, JUST OUTSIDE OF THE WINDOW, AND IN THE TOP OF A BROAD STONE
 CU0097'SILL, ABOUT 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0033 ***********************************************************************
 BQ0033  DESIGNATION -  F 730
 BQ0033  PID         -  BQ0033
 BQ0033  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0033  USGS QUAD   -  HORSESHOE BUTTE (1978)
 BQ0033
 BQ0033                         *CURRENT SURVEY CONTROL
 BQ0033  ___________________________________________________________________
 BQ0033* NAD 83(1986)-  30 39 37.     (N)    104 27 27.     (W)     SCALED    
 BQ0033* NAVD 88     -      1404.472  (meters)    4607.84   (feet)  ADJUSTED  
 BQ0033  ___________________________________________________________________
 BQ0033  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 BQ0033  DYNAMIC HT  -        1402.160 (meters)    4600.25  (feet)  COMP
 BQ0033  MODELED GRAV-     978,945.9   (mgal)                       NAVD 88
 BQ0033
 BQ0033  VERT ORDER  -  SECOND    CLASS 0
 BQ0033
 BQ0033.The horizontal coordinates were scaled from a topographic map and have
 BQ0033.an estimated accuracy of +/- 6 seconds.
 BQ0033
 BQ0033.The orthometric height was determined by differential leveling
 BQ0033.and adjusted by the National Geodetic Survey in June 1991..
 BQ0033
 BQ0033.The geoid height was determined by GEOID03.
 BQ0033
 BQ0033.The dynamic height is computed by dividing the NAVD 88
 BQ0033.geopotential number by the normal gravity value computed on the
 BQ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0033.degrees latitude (g = 980.6199 gals.).
 BQ0033
 BQ0033.The modeled gravity was interpolated from observed gravity values.
 BQ0033
 BQ0033;                    North         East    Units  Estimated Accuracy
 BQ0033;SPC TX C     - 3,117,470.      304,870.      MT  (+/- 180 meters Scaled)
 BQ0033
 BQ0033                          SUPERSEDED SURVEY CONTROL
 BQ0033
 BQ0033  NGVD 29 (??/??/92) 1403.874  (m)         4605.88   (f) ADJ UNCH    2 0
 BQ0033
 BQ0033.Superseded values are not recommended for survey control.
 BQ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0033.See file dsdata.txt to determine how the superseded data were derived.
 BQ0033
 BQ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP519920(NAD 83)
 BQ0033_MARKER: DB = BENCH MARK DISK
 BQ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0033_STAMPING: F 730 1942
 BQ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0033+STABILITY: SURFACE MOTION
 BQ0033
 BQ0033  HISTORY     - Date     Condition        Report By
 BQ0033  HISTORY     - 1942     MONUMENTED       CGS
 BQ0033  HISTORY     - 1958     GOOD             NGS
 BQ0033
 BQ0033                          STATION DESCRIPTION
 BQ0033
 BQ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0033'5.85 MI N FROM VALENTINE.
 BQ0033'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0033'THE STATION AT VALENTINE, THENCE 5.65 MILES NORTH ALONG A DIRT ROAD.
 BQ0033'33 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.15 MILE NORTH OF
 BQ0033'A DEEP DRAW, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 BQ0033'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BQ0033'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0178 ***********************************************************************
 BQ0178  DESIGNATION -  F 731
 BQ0178  PID         -  BQ0178
 BQ0178  STATE/COUNTY-  TX/PRESIDIO
 BQ0178  USGS QUAD   -  CAPOTE PEAK (1978)
 BQ0178
 BQ0178                         *CURRENT SURVEY CONTROL
 BQ0178  ___________________________________________________________________
 BQ0178* NAD 83(1986)-  30 19 46.     (N)    104 32 05.     (W)     SCALED    
 BQ0178* NAVD 88     -      1425.997  (meters)    4678.46   (feet)  POSTED    
 BQ0178  ___________________________________________________________________
 BQ0178  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BQ0178  DYNAMIC HT  -        1423.620 (meters)    4670.66  (feet)  COMP
 BQ0178  MODELED GRAV-     978,922.9   (mgal)                       NAVD 88
 BQ0178
 BQ0178  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0178
 BQ0178.The horizontal coordinates were scaled from a topographic map and have
 BQ0178.an estimated accuracy of +/- 6 seconds.
 BQ0178
 BQ0178.The orthometric height was determined by differential leveling
 BQ0178.and adjusted by the National Geodetic Survey in 1992..
 BQ0178.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0178.rate of 1.1 thru 2.0 mm/km.
 BQ0178
 BQ0178.The geoid height was determined by GEOID03.
 BQ0178
 BQ0178.The dynamic height is computed by dividing the NAVD 88
 BQ0178.geopotential number by the normal gravity value computed on the
 BQ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0178.degrees latitude (g = 980.6199 gals.).
 BQ0178
 BQ0178.The modeled gravity was interpolated from observed gravity values.
 BQ0178
 BQ0178;                    North         East    Units  Estimated Accuracy
 BQ0178;SPC TXSC     - 4,289,240.       67,940.      MT  (+/- 180 meters Scaled)
 BQ0178
 BQ0178                          SUPERSEDED SURVEY CONTROL
 BQ0178
 BQ0178  NGVD 29 (??/??/92) 1425.420  (m)         4676.57   (f) ADJ UNCH    2 0
 BQ0178
 BQ0178.Superseded values are not recommended for survey control.
 BQ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0178.See file dsdata.txt to determine how the superseded data were derived.
 BQ0178
 BQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP447553(NAD 83)
 BQ0178_MARKER: DB = BENCH MARK DISK
 BQ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0178_STAMPING: F 731 1943
 BQ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0178+STABILITY: SURFACE MOTION
 BQ0178
 BQ0178  HISTORY     - Date     Condition        Report By
 BQ0178  HISTORY     - 1943     MONUMENTED       CGS
 BQ0178
 BQ0178                          STATION DESCRIPTION
 BQ0178
 BQ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0178'19.5 MI S FROM VALENTINE.
 BQ0178'THIS MARK IS 19.5 MILES SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE
 BQ0178'AT VALENTINE, 0.2 MILE SOUTH OF THE BRITE RANCH, SET ON THE SOUTH SIDE
 BQ0178'OF A WASH, 55.6 FEET SOUTH OF THE CENTERLINE OF THE ROAD RUNNING WEST
 BQ0178'TO A WELL, 27.0 FEET WEST OF THE CENTERLINE OF THE ROAD, PROJECTING
 BQ0178'4-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0204 ***********************************************************************
 BQ0204  DESIGNATION -  F 732
 BQ0204  PID         -  BQ0204
 BQ0204  STATE/COUNTY-  TX/PRESIDIO
 BQ0204  USGS QUAD   -  PUEBLO NUEVO (1979)
 BQ0204
 BQ0204                         *CURRENT SURVEY CONTROL
 BQ0204  ___________________________________________________________________
 BQ0204* NAD 83(1986)-  30 07 27.     (N)    104 40 40.     (W)     SCALED    
 BQ0204* NAVD 88     -       867.214  (meters)    2845.18   (feet)  POSTED    
 BQ0204  ___________________________________________________________________
 BQ0204  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 BQ0204  DYNAMIC HT  -         865.820 (meters)    2840.61  (feet)  COMP
 BQ0204  MODELED GRAV-     979,003.9   (mgal)                       NAVD 88
 BQ0204
 BQ0204  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0204
 BQ0204.The horizontal coordinates were scaled from a topographic map and have
 BQ0204.an estimated accuracy of +/- 6 seconds.
 BQ0204
 BQ0204.The orthometric height was determined by differential leveling
 BQ0204.and adjusted by the National Geodetic Survey in 1992..
 BQ0204.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0204.rate of 1.1 thru 2.0 mm/km.
 BQ0204
 BQ0204.The geoid height was determined by GEOID03.
 BQ0204
 BQ0204.The dynamic height is computed by dividing the NAVD 88
 BQ0204.geopotential number by the normal gravity value computed on the
 BQ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0204.degrees latitude (g = 980.6199 gals.).
 BQ0204
 BQ0204.The modeled gravity was interpolated from observed gravity values.
 BQ0204
 BQ0204;                    North         East    Units  Estimated Accuracy
 BQ0204;SPC TXSC     - 4,267,170.       53,090.      MT  (+/- 180 meters Scaled)
 BQ0204
 BQ0204                          SUPERSEDED SURVEY CONTROL
 BQ0204
 BQ0204  NGVD 29 (??/??/92)  866.741  (m)         2843.63   (f) ADJ UNCH    2 0
 BQ0204
 BQ0204.Superseded values are not recommended for survey control.
 BQ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0204.See file dsdata.txt to determine how the superseded data were derived.
 BQ0204
 BQ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP310325(NAD 83)
 BQ0204_MARKER: DB = BENCH MARK DISK
 BQ0204_SETTING: 80 = SET IN A BOULDER
 BQ0204_SP_SET: BOULDER
 BQ0204_STAMPING: F 732 1943
 BQ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0204+STABILITY: SURFACE MOTION
 BQ0204
 BQ0204  HISTORY     - Date     Condition        Report By
 BQ0204  HISTORY     - 1943     MONUMENTED       CGS
 BQ0204
 BQ0204                          STATION DESCRIPTION
 BQ0204
 BQ0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0204'1.0 MI SE FROM CANDELARIA.
 BQ0204'THIS MARK IS 1.0 MILES SOUTHEAST ALONG THE ROAD TO RUIDOSA FROM THE
 BQ0204'SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, SET ON THE TOP OF A LARGE
 BQ0204'BOULDER WITH THE LETTERS U.S.B.M. PAINTED ON THE WEST SIDE OF THE
 BQ0204'BOULDER, 82.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 6.0 FEET HIGHER
 BQ0204'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0532 ***********************************************************************
 CC0532  DESIGNATION -  F 733
 CC0532  PID         -  CC0532
 CC0532  STATE/COUNTY-  TX/REEVES
 CC0532  USGS QUAD   -  ORLA (1968)
 CC0532
 CC0532                         *CURRENT SURVEY CONTROL
 CC0532  ___________________________________________________________________
 CC0532* NAD 83(1986)-  31 48 38.     (N)    103 59 45.     (W)     SCALED    
 CC0532* NAVD 88     -       905.811  (meters)    2971.81   (feet)  ADJUSTED  
 CC0532  ___________________________________________________________________
 CC0532  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CC0532  DYNAMIC HT  -         904.465 (meters)    2967.40  (feet)  COMP
 CC0532  MODELED GRAV-     979,123.5   (mgal)                       NAVD 88
 CC0532
 CC0532  VERT ORDER  -  SECOND    CLASS 0
 CC0532
 CC0532.The horizontal coordinates were scaled from a topographic map and have
 CC0532.an estimated accuracy of +/- 6 seconds.
 CC0532
 CC0532.The orthometric height was determined by differential leveling
 CC0532.and adjusted by the National Geodetic Survey in June 1991..
 CC0532
 CC0532.The geoid height was determined by GEOID03.
 CC0532
 CC0532.The dynamic height is computed by dividing the NAVD 88
 CC0532.geopotential number by the normal gravity value computed on the
 CC0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0532.degrees latitude (g = 980.6199 gals.).
 CC0532
 CC0532.The modeled gravity was interpolated from observed gravity values.
 CC0532
 CC0532;                    North         East    Units  Estimated Accuracy
 CC0532;SPC TX C     - 3,243,380.      353,280.      MT  (+/- 180 meters Scaled)
 CC0532
 CC0532                          SUPERSEDED SURVEY CONTROL
 CC0532
 CC0532  NGVD 29 (??/??/92)  905.334  (m)         2970.25   (f) ADJ UNCH    2 0
 CC0532
 CC0532.Superseded values are not recommended for survey control.
 CC0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0532.See file dsdata.txt to determine how the superseded data were derived.
 CC0532
 CC0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER950198(NAD 83)
 CC0532_MARKER: DB = BENCH MARK DISK
 CC0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0532_STAMPING: F-733 1943
 CC0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0532+STABILITY: SURFACE MOTION
 CC0532
 CC0532  HISTORY     - Date     Condition        Report By
 CC0532  HISTORY     - 1943     MONUMENTED       CGS
 CC0532  HISTORY     - 1968     GOOD             USGS
 CC0532
 CC0532                          STATION DESCRIPTION
 CC0532
 CC0532'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 CC0532'5.5 MI W FROM ORLA.
 CC0532'ORLA, TEXAS, JUNCTION OF U.S. HWY. 285 AND FARM-MARKET ROAD 652, 0.35
 CC0532'MI. W. ALONG FARM-MARKET ROAD 652, THENCE LEFT 5.2 MI. ALONG GRADED
 CC0532'ROAD, 46 FT. N. CENTERLINE ROAD, 36 FT. WEST OF POST NUMBER 147-6, 10
 CC0532'FT. N. PIPELINE, SET IN TOP OF CONCRETE POST, A STANDARD TABLET
 CC0532'STAMPED F 733 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0038 ***********************************************************************
 CD0038  DESIGNATION -  F 734
 CD0038  PID         -  CD0038
 CD0038  STATE/COUNTY-  TX/CULBERSON
 CD0038  USGS QUAD   -  CASTILE HILL (1973)
 CD0038
 CD0038                         *CURRENT SURVEY CONTROL
 CD0038  ___________________________________________________________________
 CD0038* NAD 83(1986)-  31 50 21.     (N)    104 22 05.     (W)     SCALED    
 CD0038* NAVD 88     -      1139.031  (meters)    3736.97   (feet)  ADJUSTED  
 CD0038  ___________________________________________________________________
 CD0038  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CD0038  DYNAMIC HT  -        1137.293 (meters)    3731.27  (feet)  COMP
 CD0038  MODELED GRAV-     979,075.9   (mgal)                       NAVD 88
 CD0038
 CD0038  VERT ORDER  -  SECOND    CLASS 0
 CD0038
 CD0038.The horizontal coordinates were scaled from a topographic map and have
 CD0038.an estimated accuracy of +/- 6 seconds.
 CD0038
 CD0038.The orthometric height was determined by differential leveling
 CD0038.and adjusted by the National Geodetic Survey in June 1991..
 CD0038
 CD0038.The geoid height was determined by GEOID03.
 CD0038
 CD0038.The dynamic height is computed by dividing the NAVD 88
 CD0038.geopotential number by the normal gravity value computed on the
 CD0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0038.degrees latitude (g = 980.6199 gals.).
 CD0038
 CD0038.The modeled gravity was interpolated from observed gravity values.
 CD0038
 CD0038;                    North         East    Units  Estimated Accuracy
 CD0038;SPC TX C     - 3,247,770.      318,170.      MT  (+/- 180 meters Scaled)
 CD0038
 CD0038                          SUPERSEDED SURVEY CONTROL
 CD0038
 CD0038  NGVD 29 (??/??/92) 1138.498  (m)         3735.22   (f) ADJ UNCH    2 0
 CD0038
 CD0038.Superseded values are not recommended for survey control.
 CD0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0038.See file dsdata.txt to determine how the superseded data were derived.
 CD0038
 CD0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER597227(NAD 83)
 CD0038_MARKER: DB = BENCH MARK DISK
 CD0038_SETTING: 0 = UNSPECIFIED SETTING
 CD0038_STAMPING: F 734 1943
 CD0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0038
 CD0038  HISTORY     - Date     Condition        Report By
 CD0038  HISTORY     - 1943     MONUMENTED       CGS
 CD0038
 CD0038                          STATION DESCRIPTION
 CD0038
 CD0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0038'29.7 MI W FROM ORLA.
 CD0038'THIS MARK IS 29.7 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0038'ORLA, 19.5 FEET WEST OF POWER POLE NUMBER 125-4, 26.0 FEET NORTH OF
 CD0038'THE CENTERLINE OF THE ROAD, PROJECTING 7-INCHES ABOVE THE GROUND, 2.0
 CD0038'FEET EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0095 ***********************************************************************
 BB0095  DESIGNATION -  F 735
 BB0095  PID         -  BB0095
 BB0095  STATE/COUNTY-  TX/PRESIDIO
 BB0095  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0095
 BB0095                         *CURRENT SURVEY CONTROL
 BB0095  ___________________________________________________________________
 BB0095* NAD 83(1986)-  29 47 52.     (N)    104 12 13.     (W)     SCALED    
 BB0095* NAVD 88     -      1216.317  (meters)    3990.53   (feet)  ADJUSTED  
 BB0095  ___________________________________________________________________
 BB0095  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BB0095  DYNAMIC HT  -        1214.308 (meters)    3983.94  (feet)  COMP
 BB0095  MODELED GRAV-     978,948.4   (mgal)                       NAVD 88
 BB0095
 BB0095  VERT ORDER  -  SECOND    CLASS 0
 BB0095
 BB0095.The horizontal coordinates were scaled from a topographic map and have
 BB0095.an estimated accuracy of +/- 6 seconds.
 BB0095
 BB0095.The orthometric height was determined by differential leveling
 BB0095.and adjusted by the National Geodetic Survey in June 1991..
 BB0095
 BB0095.The geoid height was determined by GEOID03.
 BB0095
 BB0095.The dynamic height is computed by dividing the NAVD 88
 BB0095.geopotential number by the normal gravity value computed on the
 BB0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0095.degrees latitude (g = 980.6199 gals.).
 BB0095
 BB0095.The modeled gravity was interpolated from observed gravity values.
 BB0095
 BB0095;                    North         East    Units  Estimated Accuracy
 BB0095;SPC TXSC     - 4,228,900.       97,130.      MT  (+/- 180 meters Scaled)
 BB0095
 BB0095                          SUPERSEDED SURVEY CONTROL
 BB0095
 BB0095  NGVD 29 (??/??/92) 1215.902  (m)         3989.17   (f) ADJ UNCH    2 0
 BB0095
 BB0095.Superseded values are not recommended for survey control.
 BB0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0095.See file dsdata.txt to determine how the superseded data were derived.
 BB0095
 BB0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN769966(NAD 83)
 BB0095_MARKER: DB = BENCH MARK DISK
 BB0095_SETTING: 66 = SET IN ROCK OUTCROP
 BB0095_SP_SET: ROCK OUTCROP
 BB0095_STAMPING: F 735 1943
 BB0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0095+STABILITY: POSITION/ELEVATION WELL
 BB0095
 BB0095  HISTORY     - Date     Condition        Report By
 BB0095  HISTORY     - 1943     MONUMENTED       CGS
 BB0095  HISTORY     - 1958     GOOD             NGS
 BB0095
 BB0095                          STATION DESCRIPTION
 BB0095
 BB0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0095'14.1 MI E FROM SHAFTER.
 BB0095'ABOUT 5.5 MILES NORTH-NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE SCHOOL
 BB0095'HOUSE AT SHAFTER, THENCE ABOUT 7.3 MILES SOUTHEAST ALONG A GRADED DIRT
 BB0095'ROAD TO A WYE JUNCTION, THENCE ABOUT 1.2 MILES SOUTHEAST ALONG A TRACK
 BB0095'ROAD TO A GATE AND CATTLE GUARD, CONTINUE THROUGH GATE, THENCE ABOUT
 BB0095'0.1 MILE SOUTHEAST ALONG A VERY DIM TRACK ROAD TO A WASH.  IN THE TOP
 BB0095'OF A ROCK OUTCROP PROJECTING 1 FOOT, 16 FEET SOUTH OF THE CENTER LINE
 BB0095'OF THE ROAD, ABOUT 0.2 MILE SOUTHEAST OF A LONE FLAT TOPPED BUTTE,
 BB0095'ABOUT 0.15 MILE NORTH-NORTHEAST OF A STUCCO HOUSE, AND ON THE WEST
 BB0095'EDGE OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0364 ***********************************************************************
 BA0364  DESIGNATION -  F 736
 BA0364  PID         -  BA0364
 BA0364  STATE/COUNTY-  TX/PRESIDIO
 BA0364  USGS QUAD   -  BANDERA MESA NORTH (1983)
 BA0364
 BA0364                         *CURRENT SURVEY CONTROL
 BA0364  ___________________________________________________________________
 BA0364* NAD 83(1986)-  29 37 44.     (N)    103 51 48.     (W)     SCALED    
 BA0364* NAVD 88     -      1255.313  (meters)    4118.47   (feet)  ADJUSTED  
 BA0364  ___________________________________________________________________
 BA0364  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0364  DYNAMIC HT  -        1253.210 (meters)    4111.57  (feet)  COMP
 BA0364  MODELED GRAV-     978,923.9   (mgal)                       NAVD 88
 BA0364
 BA0364  VERT ORDER  -  SECOND    CLASS 0
 BA0364
 BA0364.The horizontal coordinates were scaled from a topographic map and have
 BA0364.an estimated accuracy of +/- 6 seconds.
 BA0364
 BA0364.The orthometric height was determined by differential leveling
 BA0364.and adjusted by the National Geodetic Survey in June 1991..
 BA0364
 BA0364.The geoid height was determined by GEOID03.
 BA0364
 BA0364.The dynamic height is computed by dividing the NAVD 88
 BA0364.geopotential number by the normal gravity value computed on the
 BA0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0364.degrees latitude (g = 980.6199 gals.).
 BA0364
 BA0364.The modeled gravity was interpolated from observed gravity values.
 BA0364
 BA0364;                    North         East    Units  Estimated Accuracy
 BA0364;SPC TXSC     - 4,208,790.      129,210.      MT  (+/- 180 meters Scaled)
 BA0364
 BA0364                          SUPERSEDED SURVEY CONTROL
 BA0364
 BA0364  NGVD 29 (??/??/92) 1254.937  (m)         4117.24   (f) ADJ UNCH    2 0
 BA0364
 BA0364.Superseded values are not recommended for survey control.
 BA0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0364.See file dsdata.txt to determine how the superseded data were derived.
 BA0364
 BA0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN100782(NAD 83)
 BA0364_MARKER: DB = BENCH MARK DISK
 BA0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0364_STAMPING: F 736 1943
 BA0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0364+STABILITY: SURFACE MOTION
 BA0364
 BA0364  HISTORY     - Date     Condition        Report By
 BA0364  HISTORY     - 1943     MONUMENTED       CGS
 BA0364  HISTORY     - 1958     GOOD             NGS
 BA0364
 BA0364                          STATION DESCRIPTION
 BA0364
 BA0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0364'16.7 MI NE FROM FOWLKES BROS RANCH.
 BA0364'ABOUT 16.7 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE FOWLKES
 BA0364'BROTHERS RANCH, 34 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BA0364'ABOUT 0.3 MILE SOUTH-SOUTHEAST OF TWO STEEL WINDMILLS, 21 FEET
 BA0364'NORTHWEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A WOVEN WIRE FENCE,
 BA0364'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0112 ***********************************************************************
 BB0112  DESIGNATION -  F 737
 BB0112  PID         -  BB0112
 BB0112  STATE/COUNTY-  TX/PRESIDIO
 BB0112  USGS QUAD   -  PLATA NE (1983)
 BB0112
 BB0112                         *CURRENT SURVEY CONTROL
 BB0112  ___________________________________________________________________
 BB0112* NAD 83(1986)-  29 52 57.     (N)    104 01 09.     (W)     SCALED    
 BB0112* NAVD 88     -      1156.089  (meters)    3792.94   (feet)  ADJUSTED  
 BB0112  ___________________________________________________________________
 BB0112  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BB0112  DYNAMIC HT  -        1154.180 (meters)    3786.67  (feet)  COMP
 BB0112  MODELED GRAV-     978,951.8   (mgal)                       NAVD 88
 BB0112
 BB0112  VERT ORDER  -  SECOND    CLASS 0
 BB0112
 BB0112.The horizontal coordinates were scaled from a topographic map and have
 BB0112.an estimated accuracy of +/- 6 seconds.
 BB0112
 BB0112.The orthometric height was determined by differential leveling
 BB0112.and adjusted by the National Geodetic Survey in June 1991..
 BB0112
 BB0112.The geoid height was determined by GEOID03.
 BB0112
 BB0112.The dynamic height is computed by dividing the NAVD 88
 BB0112.geopotential number by the normal gravity value computed on the
 BB0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0112.degrees latitude (g = 980.6199 gals.).
 BB0112
 BB0112.The modeled gravity was interpolated from observed gravity values.
 BB0112
 BB0112;                    North         East    Units  Estimated Accuracy
 BB0112;SPC TXSC     - 4,237,510.      115,340.      MT  (+/- 180 meters Scaled)
 BB0112
 BB0112                          SUPERSEDED SURVEY CONTROL
 BB0112
 BB0112  NGVD 29 (??/??/92) 1155.688  (m)         3791.62   (f) ADJ UNCH    2 0
 BB0112
 BB0112.Superseded values are not recommended for survey control.
 BB0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0112.See file dsdata.txt to determine how the superseded data were derived.
 BB0112
 BB0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP947061(NAD 83)
 BB0112_MARKER: DB = BENCH MARK DISK
 BB0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0112_STAMPING: F 737 1943
 BB0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0112+STABILITY: SURFACE MOTION
 BB0112
 BB0112  HISTORY     - Date     Condition        Report By
 BB0112  HISTORY     - 1943     MONUMENTED       CGS
 BB0112  HISTORY     - 1958     GOOD             NGS
 BB0112
 BB0112                          STATION DESCRIPTION
 BB0112
 BB0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0112'1.1 MI N FROM PLATA.
 BB0112'ABOUT 1.1 MILE NORTH ALONG FARM ROAD 169 FROM THE RAILROAD SECTION
 BB0112'FOREMANS HOUSE AT PLATA, 49 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BB0112'122 1/2 FEET WEST OF THE NEAR RAIL OF THE PANHANDLE AND SANTA FE
 BB0112'RAILROAD, AT AN OFFSET IN THE NORTH-SOUTH RAILROAD RIGHT OF WAY FENCE,
 BB0112'2 1/2 FEET NORTH OF A FENCE CORNER, 2 1/2 FEET NORTH OF A WHITE WOODEN
 BB0112'WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 BB0112'OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0320 ***********************************************************************
 BA0320  DESIGNATION -  F 738
 BA0320  PID         -  BA0320
 BA0320  STATE/COUNTY-  TX/PRESIDIO
 BA0320  USGS QUAD   -  PUERTO POTRILLO (1983)
 BA0320
 BA0320                         *CURRENT SURVEY CONTROL
 BA0320  ___________________________________________________________________
 BA0320* NAD 83(1986)-  29 49 45.     (N)    103 56 43.     (W)     SCALED    
 BA0320* NAVD 88     -      1192.066  (meters)    3910.97   (feet)  POSTED    
 BA0320  ___________________________________________________________________
 BA0320  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 BA0320  DYNAMIC HT  -        1190.100 (meters)    3904.52  (feet)  COMP
 BA0320  MODELED GRAV-     978,949.9   (mgal)                       NAVD 88
 BA0320
 BA0320  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0320
 BA0320.The horizontal coordinates were scaled from a topographic map and have
 BA0320.an estimated accuracy of +/- 6 seconds.
 BA0320
 BA0320.The orthometric height was determined by differential leveling
 BA0320.and adjusted by the National Geodetic Survey in 1992..
 BA0320.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0320.rate of 2.1 thru 3.0 mm/km.
 BA0320
 BA0320.The geoid height was determined by GEOID03.
 BA0320
 BA0320.The dynamic height is computed by dividing the NAVD 88
 BA0320.geopotential number by the normal gravity value computed on the
 BA0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0320.degrees latitude (g = 980.6199 gals.).
 BA0320
 BA0320.The modeled gravity was interpolated from observed gravity values.
 BA0320
 BA0320;                    North         East    Units  Estimated Accuracy
 BA0320;SPC TXSC     - 4,231,300.      122,220.      MT  (+/- 180 meters Scaled)
 BA0320
 BA0320                          SUPERSEDED SURVEY CONTROL
 BA0320
 BA0320  NGVD 29 (??/??/92) 1191.665  (m)         3909.65   (f) ADJ UNCH    2 0
 BA0320
 BA0320.Superseded values are not recommended for survey control.
 BA0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0320.See file dsdata.txt to determine how the superseded data were derived.
 BA0320
 BA0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP019003(NAD 83)
 BA0320_MARKER: DB = BENCH MARK DISK
 BA0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0320_STAMPING: F 738 1943
 BA0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0320+STABILITY: SURFACE MOTION
 BA0320
 BA0320  HISTORY     - Date     Condition        Report By
 BA0320  HISTORY     - 1943     MONUMENTED       CGS
 BA0320  HISTORY     - 1958     GOOD             NGS
 BA0320
 BA0320                          STATION DESCRIPTION
 BA0320
 BA0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0320'7.15 MI SE FROM PLATA.
 BA0320'ABOUT 3.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD
 BA0320'SECTION FOREMANS HOUSE AT PLATA, THENCE ABOUT 3.9 MILES EAST ALONG A
 BA0320'PRIVATE TRACK ROAD LEADING TO THE C. L. HANCOCK RANCH.  25 FEET
 BA0320'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE EAST OF A
 BA0320'CATTLE GUARD IN A NORTH-SOUTH FENCE, NORTH AND AT THE FOOT OF A
 BA0320'PROMINENT POINTED HILL, ABOUT 162 YARDS SOUTHWEST OF A POWER POLE, 1
 BA0320'FOOT NORTHEAST OF A WHITE WOODENN WITNESS POST, AND IN THE TOP OF A
 BA0320'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0209 ***********************************************************************
 BB0209  DESIGNATION -  F 739
 BB0209  PID         -  BB0209
 BB0209  STATE/COUNTY-  TX/PRESIDIO
 BB0209  USGS QUAD   -  INDIO (1979)
 BB0209
 BB0209                         *CURRENT SURVEY CONTROL
 BB0209  ___________________________________________________________________
 BB0209* NAD 83(1986)-  29 44 31.     (N)    104 32 33.     (W)     SCALED    
 BB0209* NAVD 88     -       814.375  (meters)    2671.83   (feet)  POSTED    
 BB0209  ___________________________________________________________________
 BB0209  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 BB0209  DYNAMIC HT  -         813.050 (meters)    2667.48  (feet)  COMP
 BB0209  MODELED GRAV-     978,990.5   (mgal)                       NAVD 88
 BB0209
 BB0209  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0209
 BB0209.The horizontal coordinates were scaled from a topographic map and have
 BB0209.an estimated accuracy of +/- 6 seconds.
 BB0209
 BB0209.The orthometric height was determined by differential leveling
 BB0209.and adjusted by the National Geodetic Survey in 1992..
 BB0209.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0209.rate of 1.1 thru 2.0 mm/km.
 BB0209
 BB0209.The geoid height was determined by GEOID03.
 BB0209
 BB0209.The dynamic height is computed by dividing the NAVD 88
 BB0209.geopotential number by the normal gravity value computed on the
 BB0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0209.degrees latitude (g = 980.6199 gals.).
 BB0209
 BB0209.The modeled gravity was interpolated from observed gravity values.
 BB0209
 BB0209;                    North         East    Units  Estimated Accuracy
 BB0209;SPC TXSC     - 4,224,230.       64,110.      MT  (+/- 180 meters Scaled)
 BB0209
 BB0209                          SUPERSEDED SURVEY CONTROL
 BB0209
 BB0209  NGVD 29 (??/??/92)  813.93   (m)         2670.4    (f) COMPUTED    2 0
 BB0209
 BB0209.Superseded values are not recommended for survey control.
 BB0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0209.See file dsdata.txt to determine how the superseded data were derived.
 BB0209
 BB0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN442902(NAD 83)
 BB0209_MARKER: DB = BENCH MARK DISK
 BB0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0209_STAMPING: F 739 1943
 BB0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0209+STABILITY: SURFACE MOTION
 BB0209
 BB0209  HISTORY     - Date     Condition        Report By
 BB0209  HISTORY     - 1943     MONUMENTED       CGS
 BB0209  HISTORY     - 1966     MARK NOT FOUND   NGS
 BB0209
 BB0209                          STATION DESCRIPTION
 BB0209
 BB0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0209'18.4 MI NW FROM PRESIDIO.
 BB0209'ABOUT 18.4 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE POST
 BB0209'OFFICE AT PRESIDIO, PRESIDIO COUNTY, 0.3 MILE SOUTHEAST OF AN ARROYO,
 BB0209'SET ON A RISE WITH A SMALL DRAW ON EACH SIDE OF THE RISE, 62.0 FEET
 BB0209'SOUTHWEST OF THE CENTERLINE OF THE ROAD, PROJECTING ABOUT 5 INCHES
 BB0209'ABOVE THE GROUND, 2.0 FEET NORTHEAST OF A WHITE REFERENCE POST.  A
 BB0209'BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 BB0209
 BB0209                          STATION RECOVERY (1966)
 BB0209
 BB0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BB0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0370 ***********************************************************************
 CA0370  DESIGNATION -  F 74
 CA0370  PID         -  CA0370
 CA0370  STATE/COUNTY-  TX/COLEMAN
 CA0370  USGS QUAD   -  COLEMAN (1987)
 CA0370
 CA0370                         *CURRENT SURVEY CONTROL
 CA0370  ___________________________________________________________________
 CA0370* NAD 83(1986)-  31 50 42.     (N)    099 26 28.     (W)     SCALED    
 CA0370* NAVD 88     -       525.551  (meters)    1724.25   (feet)  ADJUSTED  
 CA0370  ___________________________________________________________________
 CA0370  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CA0370  DYNAMIC HT  -         524.857 (meters)    1721.97  (feet)  COMP
 CA0370  MODELED GRAV-     979,302.0   (mgal)                       NAVD 88
 CA0370
 CA0370  VERT ORDER  -  FIRST     CLASS II
 CA0370
 CA0370.The horizontal coordinates were scaled from a topographic map and have
 CA0370.an estimated accuracy of +/- 6 seconds.
 CA0370
 CA0370.The orthometric height was determined by differential leveling
 CA0370.and adjusted by the National Geodetic Survey in June 1991..
 CA0370.WARNING-Repeat measurements at this control monument indicate possible
 CA0370.vertical movement.
 CA0370
 CA0370.The geoid height was determined by GEOID03.
 CA0370
 CA0370.The dynamic height is computed by dividing the NAVD 88
 CA0370.geopotential number by the normal gravity value computed on the
 CA0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0370.degrees latitude (g = 980.6199 gals.).
 CA0370
 CA0370.The modeled gravity was interpolated from observed gravity values.
 CA0370
 CA0370;                    North         East    Units  Estimated Accuracy
 CA0370;SPC TX C     - 3,241,830.      784,450.      MT  (+/- 180 meters Scaled)
 CA0370
 CA0370                          SUPERSEDED SURVEY CONTROL
 CA0370
 CA0370  NGVD 29 (??/??/92)  525.441  (m)         1723.88   (f) ADJ UNCH    1 2
 CA0370
 CA0370.Superseded values are not recommended for survey control.
 CA0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0370.See file dsdata.txt to determine how the superseded data were derived.
 CA0370
 CA0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA582233(NAD 83)
 CA0370_MARKER: DB = BENCH MARK DISK
 CA0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0370_STAMPING: 1723.970 F 74 1931
 CA0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0370+STABILITY: SURFACE MOTION
 CA0370
 CA0370  HISTORY     - Date     Condition        Report By
 CA0370  HISTORY     - 1931     MONUMENTED       CGS
 CA0370  HISTORY     - 1944     GOOD             NGS
 CA0370  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0370
 CA0370                          STATION DESCRIPTION
 CA0370
 CA0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0370'1.8 MI NW FROM COLEMAN.
 CA0370'1.8 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0370'THE STATION AT COLEMAN, COLEMAN COUNTY, 1-1/2 POLES SOUTHEAST OF
 CA0370'MILEPOST 380, AT A ROAD CROSSING, 30 FEET WEST OF THE ROAD, AND 25
 CA0370'FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED 1723.970 F 74 1931
 CA0370'AND SET IN THE TOP OF A CONCRETE POST.
 CA0370
 CA0370                          STATION RECOVERY (1944)
 CA0370
 CA0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 CA0370'RECOVERED IN GOOD CONDITION.
 CA0370
 CA0370                          STATION RECOVERY (1982)
 CA0370
 CA0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0070 ***********************************************************************
 BA0070  DESIGNATION -  F 740
 BA0070  PID         -  BA0070
 BA0070  STATE/COUNTY-  TX/BREWSTER
 BA0070  USGS QUAD   -  SANTIAGO PEAK (1983)
 BA0070
 BA0070                         *CURRENT SURVEY CONTROL
 BA0070  ___________________________________________________________________
 BA0070* NAD 83(1986)-  29 47 01.     (N)    103 26 42.     (W)     SCALED    
 BA0070* NAVD 88     -      1073.976  (meters)    3523.54   (feet)  ADJUSTED  
 BA0070  ___________________________________________________________________
 BA0070  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 BA0070  DYNAMIC HT  -        1072.235 (meters)    3517.82  (feet)  COMP
 BA0070  MODELED GRAV-     978,985.3   (mgal)                       NAVD 88
 BA0070
 BA0070  VERT ORDER  -  SECOND    CLASS 0
 BA0070
 BA0070.The horizontal coordinates were scaled from a topographic map and have
 BA0070.an estimated accuracy of +/- 6 seconds.
 BA0070
 BA0070.The orthometric height was determined by differential leveling
 BA0070.and adjusted by the National Geodetic Survey in June 1991..
 BA0070
 BA0070.The geoid height was determined by GEOID03.
 BA0070
 BA0070.The dynamic height is computed by dividing the NAVD 88
 BA0070.geopotential number by the normal gravity value computed on the
 BA0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0070.degrees latitude (g = 980.6199 gals.).
 BA0070
 BA0070.The modeled gravity was interpolated from observed gravity values.
 BA0070
 BA0070;                    North         East    Units  Estimated Accuracy
 BA0070;SPC TXSC     - 4,224,310.      170,340.      MT  (+/- 180 meters Scaled)
 BA0070
 BA0070                          SUPERSEDED SURVEY CONTROL
 BA0070
 BA0070  NGVD 29 (??/??/92) 1073.562  (m)         3522.18   (f) ADJ UNCH    2 0
 BA0070
 BA0070.Superseded values are not recommended for survey control.
 BA0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0070.See file dsdata.txt to determine how the superseded data were derived.
 BA0070
 BA0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN503958(NAD 83)
 BA0070_MARKER: DB = BENCH MARK DISK
 BA0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0070_STAMPING: F 740 1943
 BA0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0070+STABILITY: SURFACE MOTION
 BA0070
 BA0070  HISTORY     - Date     Condition        Report By
 BA0070  HISTORY     - 1943     MONUMENTED       CGS
 BA0070  HISTORY     - 1958     GOOD             NGS
 BA0070
 BA0070                          STATION DESCRIPTION
 BA0070
 BA0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0070'50.85 MI S FROM ALPINE.
 BA0070'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0070'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0070'118, THENCE ABOUT 8.2 MILES EAST ALONG A GRADED DIRT ROAD LEADING TO
 BA0070'THE A. M. POTTER RANCH.  34 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BA0070'ABOUT 0.1 MILE EAST OF A SMALL RISE FORMING A SMALL PASS BETWEEN TWO
 BA0070'HILLS, SOUTH AND MIDWAY BETWEEN TWO DIRT LEVEES IN A NARROW VALLEY, 57
 BA0070'FEET SOUTH AND ACROSS THE ROAD FROM A WOVEN WIRE FENCE, 2 FEET NORTH
 BA0070'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0070'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0094 ***********************************************************************
 BA0094  DESIGNATION -  F 741
 BA0094  PID         -  BA0094
 BA0094  STATE/COUNTY-  TX/BREWSTER
 BA0094  USGS QUAD   -  MARAVILLAS GAP (1983)
 BA0094
 BA0094                         *CURRENT SURVEY CONTROL
 BA0094  ___________________________________________________________________
 BA0094* NAD 83(1986)-  29 58 04.     (N)    103 15 35.     (W)     SCALED    
 BA0094* NAVD 88     -      1079.868  (meters)    3542.87   (feet)  ADJUSTED  
 BA0094  ___________________________________________________________________
 BA0094  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0094  DYNAMIC HT  -        1078.126 (meters)    3537.15  (feet)  COMP
 BA0094  MODELED GRAV-     978,992.7   (mgal)                       NAVD 88
 BA0094
 BA0094  VERT ORDER  -  SECOND    CLASS 0
 BA0094
 BA0094.The horizontal coordinates were scaled from a topographic map and have
 BA0094.an estimated accuracy of +/- 6 seconds.
 BA0094
 BA0094.The orthometric height was determined by differential leveling
 BA0094.and adjusted by the National Geodetic Survey in June 1991..
 BA0094
 BA0094.The geoid height was determined by GEOID03.
 BA0094
 BA0094.The dynamic height is computed by dividing the NAVD 88
 BA0094.geopotential number by the normal gravity value computed on the
 BA0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0094.degrees latitude (g = 980.6199 gals.).
 BA0094
 BA0094.The modeled gravity was interpolated from observed gravity values.
 BA0094
 BA0094;                    North         East    Units  Estimated Accuracy
 BA0094;SPC TXSC     - 4,244,040.      188,990.      MT  (+/- 180 meters Scaled)
 BA0094
 BA0094                          SUPERSEDED SURVEY CONTROL
 BA0094
 BA0094  NGVD 29 (??/??/92) 1079.487  (m)         3541.62   (f) ADJ UNCH    2 0
 BA0094
 BA0094.Superseded values are not recommended for survey control.
 BA0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0094.See file dsdata.txt to determine how the superseded data were derived.
 BA0094
 BA0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP679164(NAD 83)
 BA0094_MARKER: DB = BENCH MARK DISK
 BA0094_SETTING: 66 = SET IN ROCK OUTCROP
 BA0094_SP_SET: BOULDER
 BA0094_STAMPING: F 741 1943
 BA0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0094+STABILITY: POSITION/ELEVATION WELL
 BA0094
 BA0094  HISTORY     - Date     Condition        Report By
 BA0094  HISTORY     - 1943     MONUMENTED       CGS
 BA0094  HISTORY     - 1966     GOOD             NGS
 BA0094  HISTORY     - 1976     GOOD             USGS
 BA0094  HISTORY     - 20010331 GOOD             NGS
 BA0094
 BA0094                          STATION DESCRIPTION
 BA0094
 BA0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0094'17.60 MI S FROM MARATHON.
 BA0094'ABOUT 0.45 MILES EAST ALONG THE TEXAS AND ORLEANS RAILROAD FROM THE
 BA0094'STATION AT MARATHON, THENCE 17.15 MILES SOUTH ALONG U.S. HIGHWAY 385,
 BA0094'IN THE TOP OF A FLINT BOULDER PROJECTING 1 FOOT, 2.0 MILES SOUTH OF
 BA0094'THE ENCTRANCE TO TOM B.  LEARY RANCH, 1.1 MILES SOUTH OF A CONCRETE
 BA0094'HIGHWAY BRIDGE, 0.1 MILES SOUTHEAST OF THE CREST OF A HILL, NEAR THE
 BA0094'NORTH END OF A FLINT ROCK RIDGE, 112 FEET NORTHEAST OF THE CENTERLINE
 BA0094'OF THE HIGHWAY, 108 FEET NORTHWEST OF TELEPHONE NUMBER 210, 14 FEET
 BA0094'NORTHEAST OF THE NORTHEAST HIGHWAY RIGHT OF WAY FENCE, AND 8 FEET
 BA0094'ABOVE THE LEVEL OF THE HIGHWAY.
 BA0094
 BA0094                          STATION RECOVERY (1976)
 BA0094
 BA0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0094'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 BA0094'STATE HIGHWAY 51 IS NOW U.S. HIGHWAY 385.
 BA0094
 BA0094                          STATION RECOVERY (2001)
 BA0094
 BA0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0094'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0166 ***********************************************************************
 BA0166  DESIGNATION -  F 742
 BA0166  PID         -  BA0166
 BA0166  STATE/COUNTY-  TX/BREWSTER
 BA0166  USGS QUAD   -  SAN VICENTE (1971)
 BA0166
 BA0166                         *CURRENT SURVEY CONTROL
 BA0166  ___________________________________________________________________
 BA0166* NAD 83(1986)-  29 13 29.     (N)    103 03 30.     (W)     SCALED    
 BA0166* NAVD 88     -       685.671  (meters)    2249.57   (feet)  ADJUSTED  
 BA0166  ___________________________________________________________________
 BA0166  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 BA0166  DYNAMIC HT  -         684.578 (meters)    2245.99  (feet)  COMP
 BA0166  MODELED GRAV-     979,028.1   (mgal)                       NAVD 88
 BA0166
 BA0166  VERT ORDER  -  FIRST     CLASS II
 BA0166
 BA0166.The horizontal coordinates were scaled from a topographic map and have
 BA0166.an estimated accuracy of +/- 6 seconds.
 BA0166
 BA0166.The orthometric height was determined by differential leveling
 BA0166.and adjusted by the National Geodetic Survey in June 1991..
 BA0166
 BA0166.The geoid height was determined by GEOID03.
 BA0166
 BA0166.The dynamic height is computed by dividing the NAVD 88
 BA0166.geopotential number by the normal gravity value computed on the
 BA0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0166.degrees latitude (g = 980.6199 gals.).
 BA0166
 BA0166.The modeled gravity was interpolated from observed gravity values.
 BA0166
 BA0166;                    North         East    Units  Estimated Accuracy
 BA0166;SPC TXSC     - 4,161,050.      205,550.      MT  (+/- 180 meters Scaled)
 BA0166
 BA0166                          SUPERSEDED SURVEY CONTROL
 BA0166
 BA0166  NGVD 29 (??/??/92)  685.315  (m)         2248.40   (f) ADJ UNCH    1 2
 BA0166
 BA0166.Superseded values are not recommended for survey control.
 BA0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0166.See file dsdata.txt to determine how the superseded data were derived.
 BA0166
 BA0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN887344(NAD 83)
 BA0166_MARKER: DB = BENCH MARK DISK
 BA0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0166_STAMPING: F 742 1943
 BA0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0166+STABILITY: SURFACE MOTION
 BA0166
 BA0166  HISTORY     - Date     Condition        Report By
 BA0166  HISTORY     - 1943     MONUMENTED       CGS
 BA0166  HISTORY     - 1958     GOOD             NGS
 BA0166  HISTORY     - 20030422 GOOD             USPSQD
 BA0166
 BA0166                          STATION DESCRIPTION
 BA0166
 BA0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0166'11.2 MI SE FROM PARK HEADQUARTERS.
 BA0166'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0166'BUILDING, THENCE 10.7 MILES SOUTHEAST ALONG A PAVED ROAD.  30 FEET
 BA0166'NORTHEAST OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTH OF THE CENTER
 BA0166'LINE OF A DIM ROAD LEADING EAST, ABOUT 0.3 MILE NORTHWEST OF THE
 BA0166'JUNCTION OF A ROAD LEADING NORTHEAST, 2 FEET SOUTHWEST OF A WHITE
 BA0166'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN
 BA0166'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BA0166
 BA0166                          STATION RECOVERY (2003)
 BA0166
 BA0166'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0028 ***********************************************************************
 BA0028  DESIGNATION -  F 743
 BA0028  PID         -  BA0028
 BA0028  STATE/COUNTY-  TX/BREWSTER
 BA0028  USGS QUAD   -  SAN FRANCISCO SHUTUP (1983)
 BA0028
 BA0028                         *CURRENT SURVEY CONTROL
 BA0028  ___________________________________________________________________
 BA0028* NAD 83(1986)-  29 57 48.     (N)    102 40 48.     (W)     SCALED    
 BA0028* NAVD 88     -       845.418  (meters)    2773.68   (feet)  ADJUSTED  
 BA0028  ___________________________________________________________________
 BA0028  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 BA0028  DYNAMIC HT  -         844.108 (meters)    2769.38  (feet)  COMP
 BA0028  MODELED GRAV-     979,065.0   (mgal)                       NAVD 88
 BA0028
 BA0028  VERT ORDER  -  FIRST     CLASS II
 BA0028
 BA0028.The horizontal coordinates were scaled from a topographic map and have
 BA0028.an estimated accuracy of +/- 6 seconds.
 BA0028
 BA0028.The orthometric height was determined by differential leveling
 BA0028.and adjusted by the National Geodetic Survey in June 1991..
 BA0028
 BA0028.The geoid height was determined by GEOID03.
 BA0028
 BA0028.The dynamic height is computed by dividing the NAVD 88
 BA0028.geopotential number by the normal gravity value computed on the
 BA0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0028.degrees latitude (g = 980.6199 gals.).
 BA0028
 BA0028.The modeled gravity was interpolated from observed gravity values.
 BA0028
 BA0028;                    North         East    Units  Estimated Accuracy
 BA0028;SPC TXSC     - 4,241,650.      244,890.      MT  (+/- 180 meters Scaled)
 BA0028
 BA0028                          SUPERSEDED SURVEY CONTROL
 BA0028
 BA0028  NGVD 29 (??/??/92)  845.133  (m)         2772.74   (f) ADJ UNCH    1 2
 BA0028
 BA0028.Superseded values are not recommended for survey control.
 BA0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0028.See file dsdata.txt to determine how the superseded data were derived.
 BA0028
 BA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP238169(NAD 83)
 BA0028_MARKER: DB = BENCH MARK DISK
 BA0028_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0028_SP_SET: UNSPEC ROCK
 BA0028_STAMPING: F 743 1943
 BA0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0028
 BA0028  HISTORY     - Date     Condition        Report By
 BA0028  HISTORY     - 1943     MONUMENTED       CGS
 BA0028  HISTORY     - 1958     GOOD             NGS
 BA0028
 BA0028                          STATION DESCRIPTION
 BA0028
 BA0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0028'2.0 MI NE FROM SLAUGHTER RANCH HDQ.
 BA0028'ABOUT 1.55 MILES NORTHEAST ALONG A DIRT ROAD FROM THE SLAUGHTER RANCH
 BA0028'HDQ., THENCE 0.45 MILE NORTH ALONG THE OLD ROAD.  IN THE TOP OF A
 BA0028'SMALL ROCK, 111 FEET EAST OF THE CENTER LINE OF THE ROAD, ON THE CREST
 BA0028'OF A SLIGHT HILL, ABOUT 0.5 MILE SOUTH OF A WOODEN STOCK PEN, 1 FOOT
 BA0028'SOUTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT WEST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0081 ***********************************************************************
 BB0081  DESIGNATION -  F 744
 BB0081  PID         -  BB0081
 BB0081  STATE/COUNTY-  TX/PRESIDIO
 BB0081  USGS QUAD   -  CERRO REDONDO (1983)
 BB0081
 BB0081                         *CURRENT SURVEY CONTROL
 BB0081  ___________________________________________________________________
 BB0081* NAD 83(1986)-  29 32 28.     (N)    104 09 00.     (W)     SCALED    
 BB0081* NAVD 88     -       964.776  (meters)    3165.27   (feet)  ADJUSTED  
 BB0081  ___________________________________________________________________
 BB0081  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 BB0081  DYNAMIC HT  -         963.194 (meters)    3160.08  (feet)  COMP
 BB0081  MODELED GRAV-     978,971.5   (mgal)                       NAVD 88
 BB0081
 BB0081  VERT ORDER  -  FIRST     CLASS II
 BB0081
 BB0081.The horizontal coordinates were scaled from a topographic map and have
 BB0081.an estimated accuracy of +/- 6 seconds.
 BB0081
 BB0081.The orthometric height was determined by differential leveling
 BB0081.and adjusted by the National Geodetic Survey in June 1991..
 BB0081
 BB0081.The geoid height was determined by GEOID03.
 BB0081
 BB0081.The dynamic height is computed by dividing the NAVD 88
 BB0081.geopotential number by the normal gravity value computed on the
 BB0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0081.degrees latitude (g = 980.6199 gals.).
 BB0081
 BB0081.The modeled gravity was interpolated from observed gravity values.
 BB0081
 BB0081;                    North         East    Units  Estimated Accuracy
 BB0081;SPC TXSC     - 4,200,260.      101,050.      MT  (+/- 180 meters Scaled)
 BB0081
 BB0081                          SUPERSEDED SURVEY CONTROL
 BB0081
 BB0081  NGVD 29 (??/??/92)  964.450  (m)         3164.20   (f) ADJ UNCH    1 2
 BB0081
 BB0081.Superseded values are not recommended for survey control.
 BB0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0081.See file dsdata.txt to determine how the superseded data were derived.
 BB0081
 BB0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN823682(NAD 83)
 BB0081_MARKER: DB = BENCH MARK DISK
 BB0081_SETTING: 66 = SET IN ROCK OUTCROP
 BB0081_SP_SET: ROCK OUTCROP
 BB0081_STAMPING: F 744 1943
 BB0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0081+STABILITY: POSITION/ELEVATION WELL
 BB0081
 BB0081  HISTORY     - Date     Condition        Report By
 BB0081  HISTORY     - 1943     MONUMENTED       CGS
 BB0081  HISTORY     - 1958     GOOD             NGS
 BB0081
 BB0081                          STATION DESCRIPTION
 BB0081
 BB0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0081'15.6 MI W FROM FOWLKES BROS RANCH.
 BB0081'ABOUT 15.6 MILES WEST ALONG A WINDING ROCKY TRAIL ROAD FROM THE
 BB0081'FOWLKES BROS. RANCH HOUSE, IN THE TOP OF A POOR VOLCANIC ROCK OUTCROP
 BB0081'PROJECTING 7 INCHES, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BB0081'ABOUT 0.5 MILE WEST OF A CATTLE GUARD OVER A PRIVATE ROAD LEADING
 BB0081'NORTHWEST, 66 1/2 FEET SOUTH OF A FENCE, AND ABOUT 2 1/2 FEET ABOVE
 BB0081'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0046 ***********************************************************************
 BA0046  DESIGNATION -  F 745
 BA0046  PID         -  BA0046
 BA0046  STATE/COUNTY-  TX/BREWSTER
 BA0046  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0046
 BA0046                         *CURRENT SURVEY CONTROL
 BA0046  ___________________________________________________________________
 BA0046* NAD 83(1986)-  29 42 50.     (N)    103 09 35.     (W)     SCALED    
 BA0046* NAVD 88     -       839.817  (meters)    2755.30   (feet)  ADJUSTED  
 BA0046  ___________________________________________________________________
 BA0046  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BA0046  DYNAMIC HT  -         838.486 (meters)    2750.93  (feet)  COMP
 BA0046  MODELED GRAV-     979,029.4   (mgal)                       NAVD 88
 BA0046
 BA0046  VERT ORDER  -  FIRST     CLASS II
 BA0046
 BA0046.The horizontal coordinates were scaled from a topographic map and have
 BA0046.an estimated accuracy of +/- 6 seconds.
 BA0046
 BA0046.The orthometric height was determined by differential leveling
 BA0046.and adjusted by the National Geodetic Survey in June 1991..
 BA0046
 BA0046.The geoid height was determined by GEOID03.
 BA0046
 BA0046.The dynamic height is computed by dividing the NAVD 88
 BA0046.geopotential number by the normal gravity value computed on the
 BA0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0046.degrees latitude (g = 980.6199 gals.).
 BA0046
 BA0046.The modeled gravity was interpolated from observed gravity values.
 BA0046
 BA0046;                    North         East    Units  Estimated Accuracy
 BA0046;SPC TXSC     - 4,215,570.      197,630.      MT  (+/- 180 meters Scaled)
 BA0046
 BA0046                          SUPERSEDED SURVEY CONTROL
 BA0046
 BA0046  NGVD 29 (??/??/92)  839.477  (m)         2754.18   (f) ADJ UNCH    1 2
 BA0046
 BA0046.Superseded values are not recommended for survey control.
 BA0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0046.See file dsdata.txt to determine how the superseded data were derived.
 BA0046
 BA0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN780885(NAD 83)
 BA0046_MARKER: DB = BENCH MARK DISK
 BA0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0046_STAMPING: F 745 1943
 BA0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0046+STABILITY: SURFACE MOTION
 BA0046
 BA0046  HISTORY     - Date     Condition        Report By
 BA0046  HISTORY     - 1943     MONUMENTED       CGS
 BA0046  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0046  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0046
 BA0046                          STATION DESCRIPTION
 BA0046
 BA0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0046'2.0 MI S FROM TWIN MILLS.
 BA0046'0.2 MILE NORTH OF A CATTLEGUARD, ON THE EAST SLOPE OF A HILL, 48 FEET
 BA0046'EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET WEST OF A WHITE WOODEN
 BA0046'WITNESS POST.  A STANDARD DISK, STAMPED F 745 1943 AND SET IN THE TOP
 BA0046'OF A CONCRETE POST.  NOTE-- THE HIGHWAY HAS BEEN CHANGED AND WIDENED.
 BA0046
 BA0046                          STATION RECOVERY (2001)
 BA0046
 BA0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0046'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0141 ***********************************************************************
 BA0141  DESIGNATION -  F 746
 BA0141  PID         -  BA0141
 BA0141  STATE/COUNTY-  TX/BREWSTER
 BA0141  USGS QUAD   -  MARISCAL MOUNTAIN (1971)
 BA0141
 BA0141                         *CURRENT SURVEY CONTROL
 BA0141  ___________________________________________________________________
 BA0141* NAD 83(1986)-  29 05 58.     (N)    103 12 45.     (W)     SCALED    
 BA0141* NAVD 88     -       732.076  (meters)    2401.82   (feet)  ADJUSTED  
 BA0141  ___________________________________________________________________
 BA0141  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 BA0141  DYNAMIC HT  -         730.899 (meters)    2397.96  (feet)  COMP
 BA0141  MODELED GRAV-     979,011.8   (mgal)                       NAVD 88
 BA0141
 BA0141  VERT ORDER  -  FIRST     CLASS II
 BA0141
 BA0141.The horizontal coordinates were scaled from a topographic map and have
 BA0141.an estimated accuracy of +/- 6 seconds.
 BA0141
 BA0141.The orthometric height was determined by differential leveling
 BA0141.and adjusted by the National Geodetic Survey in June 1991..
 BA0141
 BA0141.The geoid height was determined by GEOID03.
 BA0141
 BA0141.The dynamic height is computed by dividing the NAVD 88
 BA0141.geopotential number by the normal gravity value computed on the
 BA0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0141.degrees latitude (g = 980.6199 gals.).
 BA0141
 BA0141.The modeled gravity was interpolated from observed gravity values.
 BA0141
 BA0141;                    North         East    Units  Estimated Accuracy
 BA0141;SPC TXSC     - 4,147,700.      190,070.      MT  (+/- 180 meters Scaled)
 BA0141
 BA0141                          SUPERSEDED SURVEY CONTROL
 BA0141
 BA0141  NGVD 29 (??/??/92)  731.696  (m)         2400.57   (f) ADJ UNCH    1 2
 BA0141
 BA0141.Superseded values are not recommended for survey control.
 BA0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0141.See file dsdata.txt to determine how the superseded data were derived.
 BA0141
 BA0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN739203(NAD 83)
 BA0141_MARKER: DB = BENCH MARK DISK
 BA0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0141_STAMPING: F 746 1943
 BA0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0141+STABILITY: SURFACE MOTION
 BA0141
 BA0141  HISTORY     - Date     Condition        Report By
 BA0141  HISTORY     - 1943     MONUMENTED       CGS
 BA0141  HISTORY     - 1958     GOOD             NGS
 BA0141
 BA0141                          STATION DESCRIPTION
 BA0141
 BA0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0141'30.55 MI E FROM CASTOLON.
 BA0141'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0141'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0141'5.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 7.95 MILES
 BA0141'NORTHEAST ALONG A GRADED DIRT ROAD.  30 FEET WEST OF THE CENTER LINE
 BA0141'OF THE ROAD, ABOUT 0.35 MILE NORTH OF A SMALL WASH, 1 1/2 FEET EAST OF
 BA0141'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 BA0141'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0277 ***********************************************************************
 BP0277  DESIGNATION -  F 747
 BP0277  PID         -  BP0277
 BP0277  STATE/COUNTY-  TX/BREWSTER
 BP0277  USGS QUAD   -  BECKWITH HILLS (1983)
 BP0277
 BP0277                         *CURRENT SURVEY CONTROL
 BP0277  ___________________________________________________________________
 BP0277* NAD 83(1986)-  30 14 01.     (N)    103 22 00.     (W)     SCALED    
 BP0277* NAVD 88     -      1313.297  (meters)    4308.71   (feet)  ADJUSTED  
 BP0277  ___________________________________________________________________
 BP0277  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 BP0277  DYNAMIC HT  -        1311.142 (meters)    4301.64  (feet)  COMP
 BP0277  MODELED GRAV-     978,955.0   (mgal)                       NAVD 88
 BP0277
 BP0277  VERT ORDER  -  SECOND    CLASS 0
 BP0277
 BP0277.The horizontal coordinates were scaled from a topographic map and have
 BP0277.an estimated accuracy of +/- 6 seconds.
 BP0277
 BP0277.The orthometric height was determined by differential leveling
 BP0277.and adjusted by the National Geodetic Survey in June 1991..
 BP0277
 BP0277.The geoid height was determined by GEOID03.
 BP0277
 BP0277.The dynamic height is computed by dividing the NAVD 88
 BP0277.geopotential number by the normal gravity value computed on the
 BP0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0277.degrees latitude (g = 980.6199 gals.).
 BP0277
 BP0277.The modeled gravity was interpolated from observed gravity values.
 BP0277
 BP0277;                    North         East    Units  Estimated Accuracy
 BP0277;SPC TXSC     - 4,273,870.      179,770.      MT  (+/- 180 meters Scaled)
 BP0277
 BP0277                          SUPERSEDED SURVEY CONTROL
 BP0277
 BP0277  NGVD 29 (??/??/92) 1312.86   (m)         4307.3    (f) COMPUTED    2 0
 BP0277
 BP0277.Superseded values are not recommended for survey control.
 BP0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0277.See file dsdata.txt to determine how the superseded data were derived.
 BP0277
 BP0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP571458(NAD 83)
 BP0277_MARKER: DB = BENCH MARK DISK
 BP0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0277_SP_SET: FOUNDATION
 BP0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0277
 BP0277  HISTORY     - Date     Condition        Report By
 BP0277  HISTORY     - UNK      MONUMENTED       CGS
 BP0277  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0277
 BP0277                          STATION DESCRIPTION
 BP0277
 BP0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0277'0.8 MI E FROM LENOX.
 BP0277'THIS MARK IS ABOUT 0.8 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 BP0277'FROM LENOX, BREWSTER COUNTY, SET IN THE TOP OF THE WEST SIDE OF THE
 BP0277'CONCRETE FOUNDATION OF SIGNAL TOWER NUMBER 5839, 8.0 FEET NORTH OF THE
 BP0277'NORTH RAIL, ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0178 ***********************************************************************
 BA0178  DESIGNATION -  F 748
 BA0178  PID         -  BA0178
 BA0178  STATE/COUNTY-  TX/BREWSTER
 BA0178  USGS QUAD   -  PANTHER JUNCTION (1971)
 BA0178
 BA0178                         *CURRENT SURVEY CONTROL
 BA0178  ___________________________________________________________________
 BA0178* NAD 83(1986)-  29 21 35.     (N)    103 10 11.     (W)     SCALED    
 BA0178* NAVD 88     -       975.965  (meters)    3201.98   (feet)  ADJUSTED  
 BA0178  ___________________________________________________________________
 BA0178  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 BA0178  DYNAMIC HT  -         974.374 (meters)    3196.76  (feet)  COMP
 BA0178  MODELED GRAV-     978,979.5   (mgal)                       NAVD 88
 BA0178
 BA0178  VERT ORDER  -  FIRST     CLASS II
 BA0178
 BA0178.The horizontal coordinates were scaled from a topographic map and have
 BA0178.an estimated accuracy of +/- 6 seconds.
 BA0178
 BA0178.The orthometric height was determined by differential leveling
 BA0178.and adjusted by the National Geodetic Survey in June 1991..
 BA0178
 BA0178.The geoid height was determined by GEOID03.
 BA0178
 BA0178.The dynamic height is computed by dividing the NAVD 88
 BA0178.geopotential number by the normal gravity value computed on the
 BA0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0178.degrees latitude (g = 980.6199 gals.).
 BA0178
 BA0178.The modeled gravity was interpolated from observed gravity values.
 BA0178
 BA0178;                    North         East    Units  Estimated Accuracy
 BA0178;SPC TXSC     - 4,176,380.      195,260.      MT  (+/- 180 meters Scaled)
 BA0178
 BA0178                          SUPERSEDED SURVEY CONTROL
 BA0178
 BA0178  NGVD 29 (??/??/92)  975.574  (m)         3200.70   (f) ADJ UNCH    1 2
 BA0178
 BA0178.Superseded values are not recommended for survey control.
 BA0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0178.See file dsdata.txt to determine how the superseded data were derived.
 BA0178
 BA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN776492(NAD 83)
 BA0178_MARKER: DB = BENCH MARK DISK
 BA0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0178_STAMPING: F 748 1943
 BA0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0178+STABILITY: SURFACE MOTION
 BA0178
 BA0178  HISTORY     - Date     Condition        Report By
 BA0178  HISTORY     - 1943     MONUMENTED       CGS
 BA0178  HISTORY     - 1958     GOOD             NGS
 BA0178
 BA0178                          STATION DESCRIPTION
 BA0178
 BA0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0178'14.95 MI NE FROM PARK HEADQUARTERS.
 BA0178'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0178'BUILDING, THENCE 6.2 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 8.25
 BA0178'MILES NORTHWEST ALONG AN ABANDONED ROAD.  47 FEET NORTHWEST OF THE
 BA0178'CENTER LINE OF THE ROAD, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 BA0178'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 BA0178'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0267 ***********************************************************************
 BA0267  DESIGNATION -  F 749
 BA0267  PID         -  BA0267
 BA0267  STATE/COUNTY-  TX/PRESIDIO
 BA0267  USGS QUAD   -  BANDERA MESA SOUTH (1983)
 BA0267
 BA0267                         *CURRENT SURVEY CONTROL
 BA0267  ___________________________________________________________________
 BA0267* NAD 83(1986)-  29 30 36.     (N)    103 51 38.     (W)     SCALED    
 BA0267* NAVD 88     -      1329.227  (meters)    4360.97   (feet)  ADJUSTED  
 BA0267  ___________________________________________________________________
 BA0267  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 BA0267  DYNAMIC HT  -        1326.981 (meters)    4353.60  (feet)  COMP
 BA0267  MODELED GRAV-     978,906.4   (mgal)                       NAVD 88
 BA0267
 BA0267  VERT ORDER  -  FIRST     CLASS II
 BA0267
 BA0267.The horizontal coordinates were scaled from a topographic map and have
 BA0267.an estimated accuracy of +/- 6 seconds.
 BA0267
 BA0267.The orthometric height was determined by differential leveling
 BA0267.and adjusted by the National Geodetic Survey in June 1991..
 BA0267
 BA0267.The geoid height was determined by GEOID03.
 BA0267
 BA0267.The dynamic height is computed by dividing the NAVD 88
 BA0267.geopotential number by the normal gravity value computed on the
 BA0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0267.degrees latitude (g = 980.6199 gals.).
 BA0267
 BA0267.The modeled gravity was interpolated from observed gravity values.
 BA0267
 BA0267;                    North         East    Units  Estimated Accuracy
 BA0267;SPC TXSC     - 4,195,610.      128,930.      MT  (+/- 180 meters Scaled)
 BA0267
 BA0267                          SUPERSEDED SURVEY CONTROL
 BA0267
 BA0267  NGVD 29 (??/??/92) 1328.858  (m)         4359.76   (f) ADJ UNCH    1 2
 BA0267
 BA0267.Superseded values are not recommended for survey control.
 BA0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0267.See file dsdata.txt to determine how the superseded data were derived.
 BA0267
 BA0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN104650(NAD 83)
 BA0267_MARKER: DB = BENCH MARK DISK
 BA0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0267_STAMPING: F 749 1943
 BA0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0267+STABILITY: SURFACE MOTION
 BA0267
 BA0267  HISTORY     - Date     Condition        Report By
 BA0267  HISTORY     - 1943     MONUMENTED       CGS
 BA0267  HISTORY     - 1958     GOOD             NGS
 BA0267
 BA0267                          STATION DESCRIPTION
 BA0267
 BA0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0267'7.5 MI NE FROM FOWLKES BROS RANCH.
 BA0267'ABOUT 7.5 MILES NORTHEAST ALONG A WINDING BLADED ROAD FROM THE FOWLKES
 BA0267'BROS. RANCH HOUSE, 56 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT
 BA0267'0.7 MILE SOUTHWEST OF THE CROSSING OF A POWER LINE, 50 FEET NORTH OF
 BA0267'THE NORTH END OF A CATTLE GUARD, 1 1/2 FEET WEST OF A FENCE, AND IN
 BA0267'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0505 ***********************************************************************
 CA0505  DESIGNATION -  F 75
 CA0505  PID         -  CA0505
 CA0505  STATE/COUNTY-  TX/BROWN
 CA0505  USGS QUAD   -  MERCURY (1987)
 CA0505
 CA0505                         *CURRENT SURVEY CONTROL
 CA0505  ___________________________________________________________________
 CA0505* NAD 83(1986)-  31 29 26.     (N)    099 08 49.     (W)     SCALED    
 CA0505* NAVD 88     -       416.221  (meters)    1365.55   (feet)  POSTED    
 CA0505  ___________________________________________________________________
 CA0505  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 CA0505  DYNAMIC HT  -         415.670 (meters)    1363.74  (feet)  COMP
 CA0505  MODELED GRAV-     979,301.6   (mgal)                       NAVD 88
 CA0505
 CA0505  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0505
 CA0505.The horizontal coordinates were scaled from a topographic map and have
 CA0505.an estimated accuracy of +/- 6 seconds.
 CA0505
 CA0505.The orthometric height was determined by differential leveling
 CA0505.and adjusted by the National Geodetic Survey in 1992..
 CA0505.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0505.rate of 0.0 thru 1.0 mm/km.
 CA0505
 CA0505.The geoid height was determined by GEOID03.
 CA0505
 CA0505.The dynamic height is computed by dividing the NAVD 88
 CA0505.geopotential number by the normal gravity value computed on the
 CA0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0505.degrees latitude (g = 980.6199 gals.).
 CA0505
 CA0505.The modeled gravity was interpolated from observed gravity values.
 CA0505
 CA0505;                    North         East    Units  Estimated Accuracy
 CA0505;SPC TX C     - 3,202,790.      812,710.      MT  (+/- 180 meters Scaled)
 CA0505
 CA0505                          SUPERSEDED SURVEY CONTROL
 CA0505
 CA0505  NGVD 29 (??/??/92)  416.098  (m)         1365.15   (f) ADJ UNCH    1 2
 CA0505
 CA0505.Superseded values are not recommended for survey control.
 CA0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0505.See file dsdata.txt to determine how the superseded data were derived.
 CA0505
 CA0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV860839(NAD 83)
 CA0505_MARKER: DB = BENCH MARK DISK
 CA0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0505_STAMPING: 1365.148 F 75 1931
 CA0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0505+STABILITY: SURFACE MOTION
 CA0505
 CA0505  HISTORY     - Date     Condition        Report By
 CA0505  HISTORY     - 1931     MONUMENTED       CGS
 CA0505  HISTORY     - 1975     GOOD             NGS
 CA0505  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0505
 CA0505                          STATION DESCRIPTION
 CA0505
 CA0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0505'1.4 MI N FROM WINCHELL.
 CA0505'1.4 MILES NORTH ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY (NOW
 CA0505'PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM WINCHELL,
 CA0505'BROWN COUNTY, 5 POLES NORTH OF MILEPOST 895, 45 FEET EAST OF THE
 CA0505'TRACK, AND ON THE PROPERTY LINE OF A CEMETERY.  A STANDARD DISK,
 CA0505'STAMPED 1365.148 F 75 1931 AND SET IN THE TOP OF A CONCRETE POST
 CA0505'PROJECTING 4 INCHES ABOVE GROUND.
 CA0505
 CA0505                          STATION RECOVERY (1975)
 CA0505
 CA0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CA0505'RECOVERED IN GOOD CONDITION.
 CA0505
 CA0505                          STATION RECOVERY (1982)
 CA0505
 CA0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0216 ***********************************************************************
 BA0216  DESIGNATION -  F 750
 BA0216  PID         -  BA0216
 BA0216  STATE/COUNTY-  TX/BREWSTER
 BA0216  USGS QUAD   -  AMARILLA MOUNTAIN (1971)
 BA0216
 BA0216                         *CURRENT SURVEY CONTROL
 BA0216  ___________________________________________________________________
 BA0216* NAD 83(1986)-  29 18 20.     (N)    103 40 29.     (W)     SCALED    
 BA0216* NAVD 88     -       879.455  (meters)    2885.35   (feet)  POSTED    
 BA0216  ___________________________________________________________________
 BA0216  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BA0216  DYNAMIC HT  -         878.030 (meters)    2880.67  (feet)  COMP
 BA0216  MODELED GRAV-     978,989.0   (mgal)                       NAVD 88
 BA0216
 BA0216  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0216
 BA0216.The horizontal coordinates were scaled from a topographic map and have
 BA0216.an estimated accuracy of +/- 6 seconds.
 BA0216
 BA0216.The orthometric height was determined by differential leveling
 BA0216.and adjusted by the National Geodetic Survey in 1992..
 BA0216.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0216.rate of 4.1 thru 8.0 mm/km.
 BA0216
 BA0216.The geoid height was determined by GEOID03.
 BA0216
 BA0216.The dynamic height is computed by dividing the NAVD 88
 BA0216.geopotential number by the normal gravity value computed on the
 BA0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0216.degrees latitude (g = 980.6199 gals.).
 BA0216
 BA0216.The modeled gravity was interpolated from observed gravity values.
 BA0216
 BA0216;                    North         East    Units  Estimated Accuracy
 BA0216;SPC TXSC     - 4,172,240.      146,030.      MT  (+/- 180 meters Scaled)
 BA0216
 BA0216                          SUPERSEDED SURVEY CONTROL
 BA0216
 BA0216  NGVD 29 (??/??/92)  879.030  (m)         2883.95   (f) ADJ UNCH    1 2
 BA0216
 BA0216.Superseded values are not recommended for survey control.
 BA0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0216.See file dsdata.txt to determine how the superseded data were derived.
 BA0216
 BA0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN287425(NAD 83)
 BA0216_MARKER: DB = BENCH MARK DISK
 BA0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0216_STAMPING: F 750 1943
 BA0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0216+STABILITY: SURFACE MOTION
 BA0216
 BA0216  HISTORY     - Date     Condition        Report By
 BA0216  HISTORY     - 1943     MONUMENTED       CGS
 BA0216  HISTORY     - 1967     GOOD             NGS
 BA0216  HISTORY     - 20010331 GOOD             NGS
 BA0216
 BA0216                          STATION DESCRIPTION
 BA0216
 BA0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0216'5.5 MI W FROM TERLINGUA.
 BA0216'ABOUT 0.3 MILES EAST FROM THE STORE AT TERLINGUA, THENCE 5.2 MILES
 BA0216'SOUTH WEST ALONG FARM ROAD 170, 164 FEET EAST OF THE CENTERLINE OF THE
 BA0216'ROAD, 70 YARDS NORTH OF A FENCE, ON THE NORTH END OF A CURVE IN THE
 BA0216'OLD ROADBED, 37 FEET EAST OF THE CENTERLINE OF THE OLD ROAD, 300 FEET
 BA0216'NORTHEAST OF THE CENTER OF A CATTLEGUARD ON THE OLD ROAD, 2 FEET
 BA0216'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE LEVEL OF
 BA0216'THE MAIN ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BA0216
 BA0216                          STATION RECOVERY (2001)
 BA0216
 BA0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0216'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0080 ***********************************************************************
 AW0080  DESIGNATION -  F 751 RESET 1956
 AW0080  PID         -  AW0080
 AW0080  STATE/COUNTY-  TX/BRAZORIA
 AW0080  USGS QUAD   -  OYSTER CREEK (1974)
 AW0080
 AW0080                         *CURRENT SURVEY CONTROL
 AW0080  ___________________________________________________________________
 AW0080* NAD 83(1986)-  29 01 24.     (N)    095 19 41.     (W)     SCALED    
 AW0080* NAVD 88     -         1.56   (+/-2cm)       5.1    (feet)  VERTCON   
 AW0080  ___________________________________________________________________
 AW0080  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AW0080
 AW0080  VERT ORDER  -  THIRD (See Below)
 AW0080
 AW0080.The horizontal coordinates were scaled from a topographic map and have
 AW0080.an estimated accuracy of +/- 6 seconds.
 AW0080
 AW0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0080.The vertical order pertains to the NGVD 29 superseded value.
 AW0080
 AW0080.The geoid height was determined by GEOID03.
 AW0080
 AW0080;                    North         East    Units  Estimated Accuracy
 AW0080;SPC TXSC     - 4,137,500.      957,610.      MT  (+/- 180 meters Scaled)
 AW0080
 AW0080                          SUPERSEDED SURVEY CONTROL
 AW0080
 AW0080  NGVD 29 (??/??/??)    1.58   (m)            5.2    (f) RESET       3  
 AW0080
 AW0080.Superseded values are not recommended for survey control.
 AW0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0080.See file dsdata.txt to determine how the superseded data were derived.
 AW0080
 AW0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN732128(NAD 83)
 AW0080_MARKER: DB = BENCH MARK DISK
 AW0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0080_STAMPING: F 751 RESET 1956
 AW0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0080+STABILITY: SURFACE MOTION
 AW0080
 AW0080  HISTORY     - Date     Condition        Report By
 AW0080  HISTORY     - 1956     MONUMENTED       CGS
 AW0080  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW0080  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0080  HISTORY     - 20040319 POOR             USPSQD
 AW0080
 AW0080                          STATION DESCRIPTION
 AW0080
 AW0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AW0080'1.8 MI NE FROM OYSTER CREEK.
 AW0080'1.8 MILES NORTHEAST OF OYSTER CREEK, ALONG OLD HIGHWAY NO.288, NOW
 AW0080'STATE NO.523, ABOUT 75 FEET NORTHEAST OF A CONCRETE CULVERT, 100 FEET
 AW0080'NORTH OF A FENCE CORNER AND 5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE
 AW0080'LINE.  A STANDARD DISK STAMPED F 751 RESET 1956 IN A CONCRETE POST
 AW0080'PROJECTING ABOUT 3 INCHES.
 AW0080
 AW0080                          STATION RECOVERY (1973)
 AW0080
 AW0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0080'MARK NOT FOUND.
 AW0080
 AW0080                          STATION RECOVERY (1978)
 AW0080
 AW0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0080'NOT RECOVERED THIS DATE.
 AW0080
 AW0080                          STATION RECOVERY (2004)
 AW0080
 AW0080'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0080'GO TO N29 01 22.9 W095 19 44.0 THE TOP DISK CAP IS MISSING BUT THE
 AW0080'DISK IS BEING USED. THE BOTTOM OF THE DISK IS IN STILL IN THE
 AW0080'CONCRETE. IT HAS ORANGE PAINT AND LOTS OF ORANGE TAPE ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0007 ***********************************************************************
 AW0007  DESIGNATION -  F 752
 AW0007  PID         -  AW0007
 AW0007  STATE/COUNTY-  TX/BRAZORIA
 AW0007  USGS QUAD   -  MUSTANG BAYOU (1974)
 AW0007
 AW0007                         *CURRENT SURVEY CONTROL
 AW0007  ___________________________________________________________________
 AW0007* NAD 83(1986)-  29 15 24.     (N)    095 14 07.     (W)     SCALED    
 AW0007* NAVD 88     -         5.37   (+/-2cm)      17.6    (feet)  VERTCON   
 AW0007  ___________________________________________________________________
 AW0007  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW0007
 AW0007  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0007
 AW0007.The horizontal coordinates were scaled from a topographic map and have
 AW0007.an estimated accuracy of +/- 6 seconds.
 AW0007
 AW0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0007.The vertical order pertains to the NGVD 29 superseded value.
 AW0007
 AW0007.The geoid height was determined by GEOID03.
 AW0007
 AW0007;                    North         East    Units  Estimated Accuracy
 AW0007;SPC TXSC     - 4,163,630.      965,810.      MT  (+/- 180 meters Scaled)
 AW0007
 AW0007                          SUPERSEDED SURVEY CONTROL
 AW0007
 AW0007  NGVD 29 (??/??/92)    5.372  (m)           17.62   (f) ADJ UNCH    1 1
 AW0007
 AW0007.Superseded values are not recommended for survey control.
 AW0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0007.See file dsdata.txt to determine how the superseded data were derived.
 AW0007
 AW0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN827384(NAD 83)
 AW0007_MARKER: DB = BENCH MARK DISK
 AW0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0007_STAMPING: F 752 1942
 AW0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0007+STABILITY: SURFACE MOTION
 AW0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0007+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0007
 AW0007  HISTORY     - Date     Condition        Report By
 AW0007  HISTORY     - 1942     MONUMENTED       CGS
 AW0007  HISTORY     - 1971     GOOD             NGS
 AW0007  HISTORY     - 1978     GOOD             NGS
 AW0007  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0007  HISTORY     - 20040319 GOOD             USPSQD
 AW0007
 AW0007                          STATION DESCRIPTION
 AW0007
 AW0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0007'3.7 MI SE FROM LIVERPOOL.
 AW0007'3.7 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AW0007'LIVERPOOL, AT A RIGHT-ANGLE TURN IN THE ROAD, 50 FEET EAST OF THE
 AW0007'CENTERLINE OF THE ROAD (AT THE CURVE), 27 FEET NORTH OF THE CENTER OF
 AW0007'THE GATE OF A PRIVATE DRIVEWAY, 3 FEET SOUTHEAST OF A WHITE WOODEN
 AW0007'WITNESS POST, 1.5 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE, AND LEVEL
 AW0007'WITH THE ROAD.  A STANDARD DISK, STAMPED F 752 1942 AND SET IN THE TOP
 AW0007'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AW0007
 AW0007                          STATION RECOVERY (1971)
 AW0007
 AW0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0007'RECOVERED IN GOOD CONDITION.
 AW0007
 AW0007                          STATION RECOVERY (1978)
 AW0007
 AW0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0007'RECOVERED IN GOOD CONDITION.
 AW0007
 AW0007                          STATION RECOVERY (1990)
 AW0007
 AW0007'RECOVERY NOTE BY US POWER SQUADRON 1990 (KCS)
 AW0007'MARK NOT FOUND.
 AW0007
 AW0007                          STATION RECOVERY (2004)
 AW0007
 AW0007'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1296 ***********************************************************************
 AW1296  DESIGNATION -  F 753 RESET
 AW1296  PID         -  AW1296
 AW1296  STATE/COUNTY-  TX/GALVESTON
 AW1296  USGS QUAD   -  DICKINSON (1997)
 AW1296
 AW1296                         *CURRENT SURVEY CONTROL
 AW1296  ___________________________________________________________________
 AW1296* NAD 83(1986)-  29 24 31.     (N)    095 05 33.     (W)     SCALED    
 AW1296* NAVD 88     -         6.419  (meters)      21.06   (feet)  ADJUSTED  
 AW1296  ___________________________________________________________________
 AW1296  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW1296  DYNAMIC HT  -           6.410 (meters)      21.03  (feet)  COMP
 AW1296  MODELED GRAV-     979,267.2   (mgal)                       NAVD 88
 AW1296
 AW1296  VERT ORDER  -  FIRST     CLASS II
 AW1296
 AW1296.The horizontal coordinates were scaled from a topographic map and have
 AW1296.an estimated accuracy of +/- 6 seconds.
 AW1296
 AW1296.The orthometric height was determined by differential leveling
 AW1296.and adjusted by the National Geodetic Survey in June 1991..
 AW1296
 AW1296.The geoid height was determined by GEOID03.
 AW1296
 AW1296.The dynamic height is computed by dividing the NAVD 88
 AW1296.geopotential number by the normal gravity value computed on the
 AW1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1296.degrees latitude (g = 980.6199 gals.).
 AW1296
 AW1296.The modeled gravity was interpolated from observed gravity values.
 AW1296
 AW1296;                    North         East    Units  Estimated Accuracy
 AW1296;SPC TXSC     - 4,180,920.      979,110.      MT  (+/- 180 meters Scaled)
 AW1296
 AW1296                          SUPERSEDED SURVEY CONTROL
 AW1296
 AW1296  NGVD 29 (12/23/87)    6.416  (m)           21.05   (f) ADJUSTED    1 2
 AW1296
 AW1296.Superseded values are not recommended for survey control.
 AW1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1296.See file dsdata.txt to determine how the superseded data were derived.
 AW1296
 AW1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN969550(NAD 83)
 AW1296_MARKER: DB = BENCH MARK DISK
 AW1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1296_SP_SET: CONCRETE POST
 AW1296_STAMPING: F 753 RESET 1951
 AW1296_MARK LOGO: CGS   
 AW1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1296+STABILITY: SURFACE MOTION
 AW1296
 AW1296  HISTORY     - Date     Condition        Report By
 AW1296  HISTORY     - 1951     MONUMENTED       CGS
 AW1296  HISTORY     - 1973     GOOD             NGS
 AW1296  HISTORY     - 1978     GOOD             NGS
 AW1296  HISTORY     - 1987     GOOD             NGS
 AW1296  HISTORY     - 19910704 MARK NOT FOUND   USPSQD
 AW1296  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW1296
 AW1296                          STATION DESCRIPTION
 AW1296
 AW1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1296'2.5 MI N FROM ALTA LOMA.
 AW1296'2.5 MILES NORTH ALONG FARM ROAD 646 FROM THE JUNCTION OF STATE HIGHWAY
 AW1296'6 AT ALTA LOMA, ABOUT 75 YARDS SOUTH OF THE EXTENDED CENTER LINE OF A
 AW1296'DRIVEWAY EAST TO BRICK HOUSE NO. 2215, 51.5 FEET WEST OF THE CENTER
 AW1296'LINE OF THE ROAD, 213.5 FEET NORTH-NORTHWEST OF THE NORTH END OF THE
 AW1296'CONCRETE HEAD WALL OF A DOUBLE CONCRETE CULVERT, 12 FEET SOUTH OF THE
 AW1296'FIRST POLE SOUTH OF A POWER POLE BEARING A TRANSFORMER, 2.0 FEET WEST
 AW1296'OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 AW1296'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 AW1296'THE GROUND.
 AW1296
 AW1296                          STATION RECOVERY (1978)
 AW1296
 AW1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1296'ABOUT 2.5 MILES NORTH ALONG FARM ROAD 646 FROM THE JUNCTION OF STATE
 AW1296'HIGHWAY 6 IN ALTA LOMA.  102 FEET SOUTH OF THE CENTERLINE OF SUNSET
 AW1296'CIRCLE, 78 FEET NORTH OF POWER POLE NUMBER N79G-25T, 52 FEET WEST OF
 AW1296'THE CENTERLINE OF THE ROAD, AND 213 FEET NORTH-NORTHWEST OF THE NORTH
 AW1296'END OF THE HEADWALL OF DOUBLE CHANNEL CULVERT.  (NEW DESCRIPTION.)
 AW1296
 AW1296                          STATION RECOVERY (1987)
 AW1296
 AW1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1296'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 AW1296'THE TOWN ALTA LOMA IS NOW CALLED SANTA FE.
 AW1296
 AW1296                          STATION RECOVERY (1991)
 AW1296
 AW1296'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1296'MARK NOT FOUND.
 AW1296
 AW1296                          STATION RECOVERY (2004)
 AW1296
 AW1296'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1180 ***********************************************************************
 AW1180  DESIGNATION -  F 754
 AW1180  PID         -  AW1180
 AW1180  STATE/COUNTY-  TX/BRAZORIA
 AW1180  USGS QUAD   -  ANGLETON (1974)
 AW1180
 AW1180                         *CURRENT SURVEY CONTROL
 AW1180  ___________________________________________________________________
 AW1180* NAD 83(1986)-  29 08 07.     (N)    095 28 06.     (W)     SCALED    
 AW1180* NAVD 88     -         6.99   (+/-2cm)      22.9    (feet)  VERTCON   
 AW1180  ___________________________________________________________________
 AW1180  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AW1180
 AW1180  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1180
 AW1180.The horizontal coordinates were scaled from a topographic map and have
 AW1180.an estimated accuracy of +/- 6 seconds.
 AW1180
 AW1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1180.The vertical order pertains to the NGVD 29 superseded value.
 AW1180
 AW1180.The geoid height was determined by GEOID03.
 AW1180
 AW1180;                    North         East    Units  Estimated Accuracy
 AW1180;SPC TXSC     - 4,149,480.      943,580.      MT  (+/- 180 meters Scaled)
 AW1180
 AW1180                          SUPERSEDED SURVEY CONTROL
 AW1180
 AW1180  NGVD 29 (??/??/92)    6.999  (m)           22.96   (f) ADJ UNCH    1 1
 AW1180
 AW1180.Superseded values are not recommended for survey control.
 AW1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1180.See file dsdata.txt to determine how the superseded data were derived.
 AW1180
 AW1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN598254(NAD 83)
 AW1180_MARKER: DB = BENCH MARK DISK
 AW1180_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW1180+WITH SETTING: INTO GROUND
 AW1180_STAMPING: F 754 1943
 AW1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1180+STABILITY: SURFACE MOTION
 AW1180
 AW1180  HISTORY     - Date     Condition        Report By
 AW1180  HISTORY     - 1943     MONUMENTED       CGS
 AW1180  HISTORY     - 1972     GOOD             NGS
 AW1180  HISTORY     - 1978     GOOD             NGS
 AW1180  HISTORY     - 1980     POOR             LOCSUR
 AW1180  HISTORY     - 1990     POOR             USPSQD
 AW1180  HISTORY     - 19970628 POOR             USPSQD
 AW1180  HISTORY     - 20030426 MARK NOT FOUND   USPSQD
 AW1180
 AW1180                          STATION DESCRIPTION
 AW1180
 AW1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1180'2.7 MI SW FROM ANGLETON.
 AW1180'2.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1180'STATION AT ANGLETON, ABOUT 0.5 MILE SOUTHWEST OF MILE POLE 318, ABOUT
 AW1180'0.1 MILE SOUTHWEST OF RAILROAD BRIDGE 317.7, 130.0 FEET NORTHWEST AND
 AW1180'ACROSS A ROAD FROM THE NORTHWEST RAIL, 48.0 FEET NORTHWEST OF THE
 AW1180'CENTER LINE OF A ROAD, 1.6 FEET EAST OF A POWER POLE, 0.8 FOOT
 AW1180'SOUTHEAST OF A FENCE LINE, 0.8 FOOT SOUTHEAST OF A WITNESS POST, A
 AW1180'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD 4 FOOT LONG THAT IS
 AW1180'ATTACHED TO A METAL BASE PLATE, THE UPPER PORTION WHICH IS PROTECTED
 AW1180'BY A PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND AND IS 2 FEET LOWER
 AW1180'THAN THE ROAD.
 AW1180
 AW1180                          STATION RECOVERY (1978)
 AW1180
 AW1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1180'2.8 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1180'STATION AT ANGLETON, 130 FT NORTHWEST AND ACROSS THE ROAD FROM
 AW1180'THE NORTHWEST RAIL, 48 FT NORTHWEST OF THE CENTER LINE OF THE ROAD,
 AW1180'1 FT SOUTHEAST OF A FENCE LINE, 2 FT SOUTHWEST OF A POWER LINE POLE.
 AW1180'IT IS BELIEVED THAT THE ORIGINAL MARK WAS STAMPED WRONG
 AW1180'AND SHOULD BE STAMPED F 574 1953.
 AW1180
 AW1180                          STATION RECOVERY (1980)
 AW1180
 AW1180'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AW1180'MARK RECOVERED IN POOR CONDITION.
 AW1180
 AW1180                          STATION RECOVERY (1990)
 AW1180
 AW1180'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW1180'MARK RECOVERED IN POOR CONDITION.
 AW1180
 AW1180                          STATION RECOVERY (1997)
 AW1180
 AW1180'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1180'MARK RECOVERED IN POOR CONDITION.
 AW1180
 AW1180                          STATION RECOVERY (2003)
 AW1180
 AW1180'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3388 ***********************************************************************
 AW3388  DESIGNATION -  F 755
 AW3388  PID         -  AW3388
 AW3388  STATE/COUNTY-  TX/HARRIS
 AW3388  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3388
 AW3388                         *CURRENT SURVEY CONTROL
 AW3388  ___________________________________________________________________
 AW3388* NAD 83(1986)-  29 49 13.     (N)    095 27 09.     (W)     SCALED    
 AW3388* NAVD 88     -        20.74   (+/-2cm)      68.0    (feet)  VERTCON   
 AW3388  ___________________________________________________________________
 AW3388  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW3388
 AW3388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3388
 AW3388.The horizontal coordinates were scaled from a topographic map and have
 AW3388.an estimated accuracy of +/- 6 seconds.
 AW3388
 AW3388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3388.The vertical order pertains to the NGVD 29 superseded value.
 AW3388
 AW3388.The geoid height was determined by GEOID03.
 AW3388
 AW3388;                    North         East    Units  Estimated Accuracy
 AW3388;SPC TXSC     - 4,225,410.      942,810.      MT  (+/- 180 meters Scaled)
 AW3388
 AW3388                          SUPERSEDED SURVEY CONTROL
 AW3388
 AW3388  NGVD 29 (??/??/92)   20.733  (m)           68.02   (f) ADJ UNCH    2 0
 AW3388
 AW3388.Superseded values are not recommended for survey control.
 AW3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3388.See file dsdata.txt to determine how the superseded data were derived.
 AW3388
 AW3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP630013(NAD 83)
 AW3388_MARKER: DB = BENCH MARK DISK
 AW3388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3388_STAMPING: F 755 1943
 AW3388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3388+STABILITY: SURFACE MOTION
 AW3388
 AW3388  HISTORY     - Date     Condition        Report By
 AW3388  HISTORY     - 1943     MONUMENTED       CGS
 AW3388  HISTORY     - 1954     GOOD             NGS
 AW3388  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3388  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW3388
 AW3388                          STATION DESCRIPTION
 AW3388
 AW3388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3388'2.6 MI W FROM HOUSTON.
 AW3388'2.6 MILES WEST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD FROM THE
 AW3388'UNDERPASS AT NORTH SHEPHERD DRIVE AT HOUSTON, 0.4 MILE WEST OF
 AW3388'MILEPOST 63, 0.2 MILE WEST OF BRIDGE 63.18, NEAR THE DEAD END OF
 AW3388'TRINITY STREET, NEAR THE MIDDLE OF A LONG CURVE, 44 FEET SOUTHWEST OF
 AW3388'THE CENTERLINE OF THE TRACK, 11 FEET SOUTHWEST OF A BRACED POLE, 1.5
 AW3388'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE
 AW3388'WOODEN WITNESS POST, AND ABOUT 5 FEET LOWER THAN THE TRACK.  SET IN
 AW3388'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AW3388
 AW3388                          STATION RECOVERY (1973)
 AW3388
 AW3388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3388'MARK NOT FOUND.
 AW3388
 AW3388                          STATION RECOVERY (2004)
 AW3388
 AW3388'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4330 ***********************************************************************
 AW4330  DESIGNATION -  F 756
 AW4330  PID         -  AW4330
 AW4330  STATE/COUNTY-  TX/BRAZORIA
 AW4330  USGS QUAD   -  ASHWOOD (1980)
 AW4330
 AW4330                         *CURRENT SURVEY CONTROL
 AW4330  ___________________________________________________________________
 AW4330* NAD 83(1986)-  29 04 13.     (N)    095 47 18.     (W)     SCALED    
 AW4330* NAVD 88     -        10.94   (+/-2cm)      35.9    (feet)  VERTCON   
 AW4330  ___________________________________________________________________
 AW4330  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW4330
 AW4330  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4330
 AW4330.The horizontal coordinates were scaled from a topographic map and have
 AW4330.an estimated accuracy of +/- 6 seconds.
 AW4330
 AW4330.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4330.The vertical order pertains to the NGVD 29 superseded value.
 AW4330
 AW4330.The geoid height was determined by GEOID03.
 AW4330
 AW4330;                    North         East    Units  Estimated Accuracy
 AW4330;SPC TXSC     - 4,141,380.      912,650.      MT  (+/- 180 meters Scaled)
 AW4330
 AW4330                          SUPERSEDED SURVEY CONTROL
 AW4330
 AW4330  NGVD 29 (??/??/92)   10.958  (m)           35.95   (f) ADJ UNCH    2 0
 AW4330
 AW4330.Superseded values are not recommended for survey control.
 AW4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4330.See file dsdata.txt to determine how the superseded data were derived.
 AW4330
 AW4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN285189(NAD 83)
 AW4330_MARKER: DD = SURVEY DISK
 AW4330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4330_SP_SET: BRIDGE ABUTMENT
 AW4330_STAMPING: F 756 1943
 AW4330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4330
 AW4330  HISTORY     - Date     Condition        Report By
 AW4330  HISTORY     - 1943     MONUMENTED       TXGS
 AW4330  HISTORY     - 1943     GOOD             NGS
 AW4330
 AW4330                          STATION DESCRIPTION
 AW4330
 AW4330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4330'10.4 MI SW FROM WEST COLUMBIA.
 AW4330'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4330'SOUTHWESTERLY 10.4 MILES ALONG STATE HIGHWAY NO. 35 TO A CONCRETE
 AW4330'BRIDGE AT THE BRAZORIA-MATAGORDA COUNTY LINE AND SITE OF BENCH MARK.
 AW4330'BENCH MARK IS 15.0 FEET NORTH OF AND ABOUT 0.5 FOOT ABOVE THE
 AW4330'CENTERLINE OF THE HIGHWAY, 3.5 FEET NORTH OF THE NORTH GUARD-RAIL AND
 AW4330'IS SET HORIZONTALLY IN THE TOP NORTH END OF THE EAST ABUTMENT OF THE
 AW4330'CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4331 ***********************************************************************
 AW4331  DESIGNATION -  F 756 RESET 1948
 AW4331  PID         -  AW4331
 AW4331  STATE/COUNTY-  TX/BRAZORIA
 AW4331  USGS QUAD   -  ASHWOOD (1980)
 AW4331
 AW4331                         *CURRENT SURVEY CONTROL
 AW4331  ___________________________________________________________________
 AW4331* NAD 83(1986)-  29 04 13.     (N)    095 47 18.     (W)     SCALED    
 AW4331* NAVD 88     -        10.88   (+/-2cm)      35.7    (feet)  VERTCON   
 AW4331  ___________________________________________________________________
 AW4331  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW4331
 AW4331  VERT ORDER  -  THIRD (See Below)
 AW4331
 AW4331.The horizontal coordinates were scaled from a topographic map and have
 AW4331.an estimated accuracy of +/- 6 seconds.
 AW4331
 AW4331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4331.The vertical order pertains to the NGVD 29 superseded value.
 AW4331
 AW4331.The geoid height was determined by GEOID03.
 AW4331
 AW4331;                    North         East    Units  Estimated Accuracy
 AW4331;SPC TXSC     - 4,141,380.      912,650.      MT  (+/- 180 meters Scaled)
 AW4331
 AW4331                          SUPERSEDED SURVEY CONTROL
 AW4331
 AW4331  NGVD 29 (01/29/03)   10.90   (m)           35.8    (f) RESET       3  
 AW4331
 AW4331.Superseded values are not recommended for survey control.
 AW4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4331.See file dsdata.txt to determine how the superseded data were derived.
 AW4331
 AW4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN285189(NAD 83)
 AW4331_MARKER: DD = SURVEY DISK
 AW4331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4331_SP_SET: BRIDGE
 AW4331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4331+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4331
 AW4331  HISTORY     - Date     Condition        Report By
 AW4331  HISTORY     - 1948     MONUMENTED       TXHD
 AW4331  HISTORY     - 1948     GOOD             TXHD
 AW4331  HISTORY     - 20041118 GOOD             USPSQD
 AW4331
 AW4331                          STATION DESCRIPTION
 AW4331
 AW4331'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AW4331'10.4 MI SW FROM WEST COLUMBIA.
 AW4331'10.4 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE CITY WATER TANK
 AW4331'AT WEST COLUMBIA, BRAZORIA COUNTY, AT THE BRAZORIA-MATAGORDA COUNTY
 AW4331'LINE, AT A CONCRETE BRIDGE, 21.0 FEET NORTH OF AND LEVEL WITH THE
 AW4331'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE NORTH END OF THE EAST
 AW4331'WING WALL.
 AW4331
 AW4331                          STATION RECOVERY (2004)
 AW4331
 AW4331'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4098 ***********************************************************************
 AW4098  DESIGNATION -  F 757 RESET 1960
 AW4098  PID         -  AW4098
 AW4098  STATE/COUNTY-  TX/BRAZORIA
 AW4098  USGS QUAD   -  ANGLETON (1974)
 AW4098
 AW4098                         *CURRENT SURVEY CONTROL
 AW4098  ___________________________________________________________________
 AW4098* NAD 83(1986)-  29 10 54.     (N)    095 30 00.     (W)     SCALED    
 AW4098* NAVD 88     -        10.04   (+/-2cm)      32.9    (feet)  VERTCON   
 AW4098  ___________________________________________________________________
 AW4098  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW4098
 AW4098  VERT ORDER  -  THIRD (See Below)
 AW4098
 AW4098.The horizontal coordinates were scaled from a topographic map and have
 AW4098.an estimated accuracy of +/- 6 seconds.
 AW4098
 AW4098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4098.The vertical order pertains to the NGVD 29 superseded value.
 AW4098
 AW4098.The geoid height was determined by GEOID03.
 AW4098
 AW4098;                    North         East    Units  Estimated Accuracy
 AW4098;SPC TXSC     - 4,154,520.      940,340.      MT  (+/- 180 meters Scaled)
 AW4098
 AW4098                          SUPERSEDED SURVEY CONTROL
 AW4098
 AW4098  NGVD 29 (??/??/??)   10.05   (m)           33.0    (f) RESET       3  
 AW4098
 AW4098.Superseded values are not recommended for survey control.
 AW4098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4098.See file dsdata.txt to determine how the superseded data were derived.
 AW4098
 AW4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN568307(NAD 83)
 AW4098_MARKER: DB = BENCH MARK DISK
 AW4098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4098_SP_SET: MONUMENT
 AW4098_STAMPING: F 757 RESET 1960
 AW4098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4098
 AW4098  HISTORY     - Date     Condition        Report By
 AW4098  HISTORY     - 1960     MONUMENTED       TXHD
 AW4098  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4098  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW4098  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4098
 AW4098                          STATION DESCRIPTION
 AW4098
 AW4098'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 AW4098'2.5 MI SW FROM ANCHOR.
 AW4098'TO REACH FROM THE CROSSING OF THE MISSOURI PACIFIC RAILROAD TRACKS AND
 AW4098'FARM TO MARKET ROAD 521 AT ANCHOR, PROCEED SOUTHWESTERLY 2.5 MILES
 AW4098'ALONG FARM TO MARKET ROAD 521 TO THE INTERSECTION OF A SHELL ROAD AND
 AW4098'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN A CONCRETE
 AW4098'MONUMENT IN THE NORTH RIGHT OF WAY LINE OF FARM TO MARKET ROAD 521 AND
 AW4098'50 FEET NORTHEAST OF THE CENTERLINE OF THE SHELL ROAD. IT IS 60 FEET
 AW4098'NORTHWEST OF AND 2 FEET BELOW THE CENTER OF FARM TO MARKET ROAD 521.
 AW4098
 AW4098                          STATION RECOVERY (1988)
 AW4098
 AW4098'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4098'MARK NOT FOUND.
 AW4098
 AW4098                          STATION RECOVERY (1997)
 AW4098
 AW4098'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4098'MARK NOT FOUND.
 AW4098
 AW4098                          STATION RECOVERY (2004)
 AW4098
 AW4098'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4304 ***********************************************************************
 AW4304  DESIGNATION -  F 758 RESET 1959
 AW4304  PID         -  AW4304
 AW4304  STATE/COUNTY-  TX/WHARTON
 AW4304  USGS QUAD   -  PLEDGER (1980)
 AW4304
 AW4304                         *CURRENT SURVEY CONTROL
 AW4304  ___________________________________________________________________
 AW4304* NAD 83(1986)-  29 12 52.     (N)    095 54 50.     (W)     SCALED    
 AW4304* NAVD 88     -        20.94   (+/-2cm)      68.7    (feet)  VERTCON   
 AW4304  ___________________________________________________________________
 AW4304  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW4304
 AW4304  VERT ORDER  -  THIRD (See Below)
 AW4304
 AW4304.The horizontal coordinates were scaled from a topographic map and have
 AW4304.an estimated accuracy of +/- 6 seconds.
 AW4304
 AW4304.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4304.The vertical order pertains to the NGVD 29 superseded value.
 AW4304
 AW4304.The geoid height was determined by GEOID03.
 AW4304
 AW4304;                    North         East    Units  Estimated Accuracy
 AW4304;SPC TXSC     - 4,157,020.      900,010.      MT  (+/- 180 meters Scaled)
 AW4304
 AW4304                          SUPERSEDED SURVEY CONTROL
 AW4304
 AW4304  NGVD 29 (01/29/03)   20.95   (m)           68.7    (f) RESET       3  
 AW4304
 AW4304.Superseded values are not recommended for survey control.
 AW4304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4304.See file dsdata.txt to determine how the superseded data were derived.
 AW4304
 AW4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN167352(NAD 83)
 AW4304_MARKER: DB = BENCH MARK DISK
 AW4304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4304_SP_SET: CULVERT
 AW4304_STAMPING: F 758 RESET 1959
 AW4304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4304
 AW4304  HISTORY     - Date     Condition        Report By
 AW4304  HISTORY     - 1959     MONUMENTED       CGS
 AW4304  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4304
 AW4304                          STATION DESCRIPTION
 AW4304
 AW4304'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW4304'2.4 MI N FROM PLEDGER.
 AW4304'ABOUT 2.4 MILES NORTH ALONG THE S.P.R.R. AND FM ROAD 1301, FROM THE
 AW4304'GRAMMER SCHOOL IN PLEDGER, 0.7 MILE SOUTH OF DON-TOL, 0.1 MILE NORTH
 AW4304'OF A T ROAD EAST, 10 FEET EAST OF A BRACED TELEGRAPH POLE AND ABOUT 75
 AW4304'YARDS SOUTHEAST OF A CONCRETE CULVERT IN A CURVE.  IT IS ON THE
 AW4304'APPROXIMATE RIGHT-OF-WAY LINE BETWEEN THE HIGHWAY AND THE RAILROAD. A
 AW4304'STANDARD DISK STAMPED F 758 RESET 1959 IN A CONCRETE POST WHICH
 AW4304'PROJECTS ABOUT 3 INCHES, AND IS 35 FEET WEST OF THE CENTERLINE OF THE
 AW4304'TRACKS.
 AW4304
 AW4304                          STATION RECOVERY (1988)
 AW4304
 AW4304'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLL)
 AW4304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4201 ***********************************************************************
 AW4201  DESIGNATION -  F 759
 AW4201  PID         -  AW4201
 AW4201  STATE/COUNTY-  TX/WHARTON
 AW4201  USGS QUAD   -  PLEDGER (1980)
 AW4201
 AW4201                         *CURRENT SURVEY CONTROL
 AW4201  ___________________________________________________________________
 AW4201* NAD 83(1986)-  29 11 22.     (N)    095 58 43.     (W)     SCALED    
 AW4201* NAVD 88     -        22.81   (+/-2cm)      74.8    (feet)  VERTCON   
 AW4201  ___________________________________________________________________
 AW4201  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW4201
 AW4201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4201
 AW4201.The horizontal coordinates were scaled from a topographic map and have
 AW4201.an estimated accuracy of +/- 6 seconds.
 AW4201
 AW4201.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4201.The vertical order pertains to the NGVD 29 superseded value.
 AW4201
 AW4201.The geoid height was determined by GEOID03.
 AW4201
 AW4201;                    North         East    Units  Estimated Accuracy
 AW4201;SPC TXSC     - 4,154,090.      893,790.      MT  (+/- 180 meters Scaled)
 AW4201
 AW4201                          SUPERSEDED SURVEY CONTROL
 AW4201
 AW4201  NGVD 29 (??/??/92)   22.82   (m)           74.9    (f) COMPUTED    2 0
 AW4201
 AW4201.Superseded values are not recommended for survey control.
 AW4201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4201.See file dsdata.txt to determine how the superseded data were derived.
 AW4201
 AW4201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN103326(NAD 83)
 AW4201_MARKER: DB = BENCH MARK DISK
 AW4201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4201_STAMPING: F 759 1943
 AW4201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4201+STABILITY: SURFACE MOTION
 AW4201
 AW4201  HISTORY     - Date     Condition        Report By
 AW4201  HISTORY     - 1943     MONUMENTED       CGS
 AW4201
 AW4201                          STATION DESCRIPTION
 AW4201
 AW4201'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4201'2.0 MI NE FROM CANE JUNCTION.
 AW4201'TO REACH FROM CANE JUNCTION ON THE SANTA FE RAILROAD.  PROCEED
 AW4201'NORTHEASTERLY 2.0 MILES ALONG RAILROAD TO MILE POST NO. 2 AND SITE OF
 AW4201'BENCH MARK.  BENCH MARK IS ABOUT 280.0 FEET NORTHEAST OF AN ABANDONED
 AW4201'ROAD CROSSING, 48.0 FEET SOUTHEAST OF AND ABOUT 3.0 FEET BELOW THE
 AW4201'CENTERLINE OF THE TRACK, 12.0 FEET SOUTH OF MILE POST NO. 2, 7.0 FEET
 AW4201'SOUTHWEST OF A RAIL DRIVEN VERTICALLY IN GROUND, 3.0 FEET NORTHEAST OF
 AW4201'A 4 BY 4 INCH WOODEN MARKER POST AND 2.0 FEET NORTHWEST OF THE
 AW4201'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.6 FOOT, AND SET IN A
 AW4201'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0600 ***********************************************************************
 CA0600  DESIGNATION -  F 76
 CA0600  PID         -  CA0600
 CA0600  STATE/COUNTY-  TX/CONCHO
 CA0600  USGS QUAD   -  MELVIN (1960)
 CA0600
 CA0600                         *CURRENT SURVEY CONTROL
 CA0600  ___________________________________________________________________
 CA0600* NAD 83(1986)-  31 07 45.     (N)    099 36 37.     (W)     SCALED    
 CA0600* NAVD 88     -       571.611  (meters)    1875.36   (feet)  POSTED    
 CA0600  ___________________________________________________________________
 CA0600  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CA0600  DYNAMIC HT  -         570.830 (meters)    1872.80  (feet)  COMP
 CA0600  MODELED GRAV-     979,263.3   (mgal)                       NAVD 88
 CA0600
 CA0600  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0600
 CA0600.The horizontal coordinates were scaled from a topographic map and have
 CA0600.an estimated accuracy of +/- 6 seconds.
 CA0600
 CA0600.The orthometric height was determined by differential leveling
 CA0600.and adjusted by the National Geodetic Survey in 1992..
 CA0600.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0600.rate of 0.0 thru 1.0 mm/km.
 CA0600
 CA0600.The geoid height was determined by GEOID03.
 CA0600
 CA0600.The dynamic height is computed by dividing the NAVD 88
 CA0600.geopotential number by the normal gravity value computed on the
 CA0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0600.degrees latitude (g = 980.6199 gals.).
 CA0600
 CA0600.The modeled gravity was interpolated from observed gravity values.
 CA0600
 CA0600;                    North         East    Units  Estimated Accuracy
 CA0600;SPC TX C     - 3,162,350.      768,950.      MT  (+/- 180 meters Scaled)
 CA0600
 CA0600                          SUPERSEDED SURVEY CONTROL
 CA0600
 CA0600  NGVD 29 (??/??/92)  571.536  (m)         1875.11   (f) ADJ UNCH    1 2
 CA0600
 CA0600.Superseded values are not recommended for survey control.
 CA0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0600.See file dsdata.txt to determine how the superseded data were derived.
 CA0600
 CA0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV418440(NAD 83)
 CA0600_MARKER: DB = BENCH MARK DISK
 CA0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0600_STAMPING: 1875.114 F 76 1931
 CA0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0600+STABILITY: SURFACE MOTION
 CA0600
 CA0600  HISTORY     - Date     Condition        Report By
 CA0600  HISTORY     - 1931     MONUMENTED       CGS
 CA0600  HISTORY     - 1935     GOOD             NGS
 CA0600
 CA0600                          STATION DESCRIPTION
 CA0600
 CA0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0600'0.5 MI N FROM LIGHTNER.
 CA0600'0.5 MILE NORTH ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY (NOW
 CA0600'PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM LIGHTNER,
 CA0600'CONCHO COUNTY, AT MILEPOST 942, 43 FEET WEST OF THE TRACK, AND 13 FEET
 CA0600'EAST OF A ROAD PARALLELING THE TRACK.  A STANDARD DISK, STAMPED
 CA0600'1875.114 F 76 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 CA0600'INCHES ABOVE GROUND.
 CA0600
 CA0600                          STATION RECOVERY (1935)
 CA0600
 CA0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0174 ***********************************************************************
 AW0174  DESIGNATION -  F 760
 AW0174  PID         -  AW0174
 AW0174  STATE/COUNTY-  TX/HARRIS
 AW0174  USGS QUAD   -  PEARLAND (1995)
 AW0174
 AW0174                         *CURRENT SURVEY CONTROL
 AW0174  ___________________________________________________________________
 AW0174* NAD 83(1986)-  29 35 47.     (N)    095 17 51.     (W)     SCALED    
 AW0174* NAVD 88     -        14.072  (meters)      46.17   (feet)  ADJUSTED  
 AW0174  ___________________________________________________________________
 AW0174  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW0174  DYNAMIC HT  -          14.053 (meters)      46.11  (feet)  COMP
 AW0174  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 AW0174
 AW0174  VERT ORDER  -  FIRST     CLASS I
 AW0174
 AW0174.The horizontal coordinates were scaled from a topographic map and have
 AW0174.an estimated accuracy of +/- 6 seconds.
 AW0174
 AW0174.The orthometric height was determined by differential leveling
 AW0174.and adjusted by the National Geodetic Survey in June 1991..
 AW0174
 AW0174.The geoid height was determined by GEOID03.
 AW0174
 AW0174.The dynamic height is computed by dividing the NAVD 88
 AW0174.geopotential number by the normal gravity value computed on the
 AW0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0174.degrees latitude (g = 980.6199 gals.).
 AW0174
 AW0174.The modeled gravity was interpolated from observed gravity values.
 AW0174
 AW0174;                    North         East    Units  Estimated Accuracy
 AW0174;SPC TXSC     - 4,201,070.      958,570.      MT  (+/- 180 meters Scaled)
 AW0174
 AW0174                          SUPERSEDED SURVEY CONTROL
 AW0174
 AW0174  NGVD 29 (12/23/87)   14.069  (m)           46.16   (f) ADJUSTED    1 1
 AW0174
 AW0174.Superseded values are not recommended for survey control.
 AW0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0174.See file dsdata.txt to determine how the superseded data were derived.
 AW0174
 AW0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN774762(NAD 83)
 AW0174_MARKER: DB = BENCH MARK DISK
 AW0174_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0174_SP_SET: BRIDGE FLOOR
 AW0174_STAMPING: F 760 1942
 AW0174_MARK LOGO: CGS   
 AW0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0174+STABILITY: SURFACE MOTION
 AW0174
 AW0174  HISTORY     - Date     Condition        Report By
 AW0174  HISTORY     - 1942     MONUMENTED       CGS
 AW0174  HISTORY     - 1959     GOOD             NGS
 AW0174  HISTORY     - 1978     GOOD             DOD
 AW0174  HISTORY     - 1978     GOOD             NGS
 AW0174  HISTORY     - 1978     GOOD             NGS
 AW0174  HISTORY     - 1986     GOOD             NGS
 AW0174  HISTORY     - 1987     GOOD             USPSQD
 AW0174  HISTORY     - 1988     GOOD             USPSQD
 AW0174  HISTORY     - 1988     GOOD             USPSQD
 AW0174  HISTORY     - 1988     GOOD             USPSQD
 AW0174  HISTORY     - 1989     GOOD             USPSQD
 AW0174  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0174  HISTORY     - 1989     GOOD             USPSQD
 AW0174  HISTORY     - 1989     GOOD             USPSQD
 AW0174  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0174  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW0174
 AW0174                          STATION DESCRIPTION
 AW0174
 AW0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW0174'1.6 MI S FROM MYKAWA.
 AW0174'ABOUT 1.6 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AW0174'FROM THE ALMEDA-GENOA ROAD CROSSING AT MYKAWA, AT THE HARRIS-BRAZORIA
 AW0174'COUNTY LINE, 70 FEET WEST OF THE WEST RAIL, IN THE TOP OF THE
 AW0174'NORTHEAST CORNER OF THE FLOOR OF THE CONCRETE BRIDGE OVER CLEAR CREEK,
 AW0174'AND 11 1/2 FEET EAST OF THE CENTER LINE OF A SHELL ROAD.
 AW0174
 AW0174                          STATION RECOVERY (1978)
 AW0174
 AW0174'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0174'RECOVERED IN GOOD CONDITION.
 AW0174
 AW0174                          STATION RECOVERY (1978)
 AW0174
 AW0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0174'RECOVERED IN GOOD CONDITION.
 AW0174
 AW0174                          STATION RECOVERY (1978)
 AW0174
 AW0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0174'RECOVERED IN GOOD CONDITION.
 AW0174
 AW0174                          STATION RECOVERY (1986)
 AW0174
 AW0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0174'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.2 M
 AW0174'(0.7 FT) SOUTH OF THE NORTH END OF THE BRIDGE, AND 0.1 M (0.3 FT) WEST
 AW0174'OF THE EAST CURB OF THE BRIDGE.
 AW0174
 AW0174                          STATION RECOVERY (1987)
 AW0174
 AW0174'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0174'RECOVERED IN GOOD CONDITION.
 AW0174
 AW0174                          STATION RECOVERY (1988)
 AW0174
 AW0174'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0174'RECOVERED IN GOOD CONDITION.
 AW0174
 AW0174                          STATION RECOVERY (1988)
 AW0174
 AW0174'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0174'RECOVERED IN GOOD CONDITION.
 AW0174
 AW0174                          STATION RECOVERY (1988)
 AW0174
 AW0174'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0174'RECOVERED IN GOOD CONDITION.
 AW0174
 AW0174                          STATION RECOVERY (1989)
 AW0174
 AW0174'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0174'RECOVERED IN GOOD CONDITION.
 AW0174
 AW0174                          STATION RECOVERY (1989)
 AW0174
 AW0174'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0174'MARK NOT FOUND.
 AW0174
 AW0174                          STATION RECOVERY (1989)
 AW0174
 AW0174'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0174'RECOVERED IN GOOD CONDITION.
 AW0174
 AW0174                          STATION RECOVERY (1989)
 AW0174
 AW0174'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0174'RECOVERED IN GOOD CONDITION.
 AW0174
 AW0174                          STATION RECOVERY (1990)
 AW0174
 AW0174'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0174'MARK NOT FOUND.
 AW0174
 AW0174                          STATION RECOVERY (2005)
 AW0174
 AW0174'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0297 ***********************************************************************
 AM0297  DESIGNATION -  F 761
 AM0297  PID         -  AM0297
 AM0297  STATE/COUNTY-  TX/MATAGORDA
 AM0297  USGS QUAD   -  BAY CITY (1972)
 AM0297
 AM0297                         *CURRENT SURVEY CONTROL
 AM0297  ___________________________________________________________________
 AM0297* NAD 83(1986)-  28 58 34.     (N)    095 58 31.     (W)     SCALED    
 AM0297* NAVD 88     -        15.54   (+/-2cm)      51.0    (feet)  VERTCON   
 AM0297  ___________________________________________________________________
 AM0297  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AM0297
 AM0297  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0297
 AM0297.The horizontal coordinates were scaled from a topographic map and have
 AM0297.an estimated accuracy of +/- 6 seconds.
 AM0297
 AM0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0297.The vertical order pertains to the NGVD 29 superseded value.
 AM0297
 AM0297.The geoid height was determined by GEOID03.
 AM0297
 AM0297;                    North         East    Units  Estimated Accuracy
 AM0297;SPC TXSC     - 4,130,460.      894,730.      MT  (+/- 180 meters Scaled)
 AM0297
 AM0297                          SUPERSEDED SURVEY CONTROL
 AM0297
 AM0297  NGVD 29 (??/??/92)   15.565  (m)           51.07   (f) ADJ UNCH    1 2
 AM0297
 AM0297.Superseded values are not recommended for survey control.
 AM0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0297.See file dsdata.txt to determine how the superseded data were derived.
 AM0297
 AM0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN100089(NAD 83)
 AM0297_MARKER: DB = BENCH MARK DISK
 AM0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0297_STAMPING: B 580 1941
 AM0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0297+STABILITY: SURFACE MOTION
 AM0297
 AM0297  HISTORY     - Date     Condition        Report By
 AM0297  HISTORY     - 1942     MONUMENTED       CGS
 AM0297
 AM0297                          STATION DESCRIPTION
 AM0297
 AM0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AM0297'1.5 MI W FROM BAY CITY.
 AM0297'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT
 AM0297'BAY CITY, MATAGORDA COUNTY, ABOUT 100 FEET EAST OF THE EAST END OF THE
 AM0297'BRIDGE OVER COLORADO RIVER, AT A CONCRETE BRIDGE OVER A CANAL, IN THE
 AM0297'TOP OF THE NORTH END OF THE WEST ABUTMENT, 14 FEET NORTH OF THE CENTER
 AM0297'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 AM0297'DISK, STAMPED B 580 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0658 ***********************************************************************
 AX0658  DESIGNATION -  F 762
 AX0658  PID         -  AX0658
 AX0658  STATE/COUNTY-  TX/JACKSON
 AX0658  USGS QUAD   -  GANADO (1981)
 AX0658
 AX0658                         *CURRENT SURVEY CONTROL
 AX0658  ___________________________________________________________________
 AX0658* NAD 83(1986)-  29 03 03.     (N)    096 30 01.     (W)     SCALED    
 AX0658* NAVD 88     -        19.83   (+/-2cm)      65.1    (feet)  VERTCON   
 AX0658  ___________________________________________________________________
 AX0658  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0658
 AX0658  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0658
 AX0658.The horizontal coordinates were scaled from a topographic map and have
 AX0658.an estimated accuracy of +/- 6 seconds.
 AX0658
 AX0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0658.The vertical order pertains to the NGVD 29 superseded value.
 AX0658
 AX0658.The geoid height was determined by GEOID03.
 AX0658
 AX0658;                    North         East    Units  Estimated Accuracy
 AX0658;SPC TXSC     - 4,137,530.      843,400.      MT  (+/- 180 meters Scaled)
 AX0658
 AX0658                          SUPERSEDED SURVEY CONTROL
 AX0658
 AX0658  NGVD 29 (??/??/92)   19.843  (m)           65.10   (f) ADJ UNCH    2 0
 AX0658
 AX0658.Superseded values are not recommended for survey control.
 AX0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0658.See file dsdata.txt to determine how the superseded data were derived.
 AX0658
 AX0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT433161(NAD 83)
 AX0658_MARKER: DB = BENCH MARK DISK
 AX0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0658+STABILITY: SURFACE MOTION
 AX0658
 AX0658  HISTORY     - Date     Condition        Report By
 AX0658  HISTORY     - UNK      MONUMENTED       CGS
 AX0658  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0658  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0658  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0658
 AX0658                          STATION DESCRIPTION
 AX0658
 AX0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0658'1.0 MI NE FROM GANADO.
 AX0658'1.0 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0658'STATION AT GANADO, DIRECTLY OPPOSITE MILEPOST 56, 45.7 FEET NORTHWEST
 AX0658'OF THE NORTHWEST RAIL, 50.7 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 AX0658'HIGHWAY 59, 2.8 FEET SOUTH OF POLE 695, 3 FEET NORTHEAST OF A WHITE
 AX0658'WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN
 AX0658'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND. NOTE-- AN
 AX0658'UNDERGROUND TELEPHONE CABLE HAS BEEN PUT IN NEAR THE DESCRIBED
 AX0658'LOCATION OF THIS MARK.  IT WAS EITHER COVERED OR DESTROYED AT THAT
 AX0658'TIME.
 AX0658
 AX0658                          STATION RECOVERY (1987)
 AX0658
 AX0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0658'NOT RECOVERED.
 AX0658
 AX0658                          STATION RECOVERY (1998)
 AX0658
 AX0658'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0926 ***********************************************************************
 AJ0926  DESIGNATION -  F 763
 AJ0926  PID         -  AJ0926
 AJ0926  STATE/COUNTY-  TX/WEBB
 AJ0926  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0926
 AJ0926                         *CURRENT SURVEY CONTROL
 AJ0926  ___________________________________________________________________
 AJ0926* NAD 83(1986)-  27 22 12.     (N)    099 07 37.     (W)     SCALED    
 AJ0926* NAVD 88     -       161.350  (meters)     529.36   (feet)  POSTED    
 AJ0926  ___________________________________________________________________
 AJ0926  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AJ0926  DYNAMIC HT  -         161.090 (meters)     528.51  (feet)  COMP
 AJ0926  MODELED GRAV-     979,045.1   (mgal)                       NAVD 88
 AJ0926
 AJ0926  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0926
 AJ0926.The horizontal coordinates were scaled from a topographic map and have
 AJ0926.an estimated accuracy of +/- 6 seconds.
 AJ0926
 AJ0926.The orthometric height was determined by differential leveling
 AJ0926.and adjusted by the National Geodetic Survey in 1992..
 AJ0926.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0926.rate of 1.1 thru 2.0 mm/km.
 AJ0926
 AJ0926.The geoid height was determined by GEOID03.
 AJ0926
 AJ0926.The dynamic height is computed by dividing the NAVD 88
 AJ0926.geopotential number by the normal gravity value computed on the
 AJ0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0926.degrees latitude (g = 980.6199 gals.).
 AJ0926
 AJ0926.The modeled gravity was interpolated from observed gravity values.
 AJ0926
 AJ0926;                    North         East    Units  Estimated Accuracy
 AJ0926;SPC TX S     - 5,188,870.      237,980.      MT  (+/- 180 meters Scaled)
 AJ0926
 AJ0926                          SUPERSEDED SURVEY CONTROL
 AJ0926
 AJ0926  NGVD 29 (??/??/92)  161.379  (m)          529.46   (f) ADJ UNCH    2 0
 AJ0926
 AJ0926.Superseded values are not recommended for survey control.
 AJ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0926.See file dsdata.txt to determine how the superseded data were derived.
 AJ0926
 AJ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR874274(NAD 83)
 AJ0926_MARKER: DB = BENCH MARK DISK
 AJ0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0926_STAMPING: F 763 1943
 AJ0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0926+STABILITY: SURFACE MOTION
 AJ0926
 AJ0926  HISTORY     - Date     Condition        Report By
 AJ0926  HISTORY     - 1943     MONUMENTED       CGS
 AJ0926  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0926
 AJ0926                          STATION DESCRIPTION
 AJ0926
 AJ0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0926'6.0 MI S FROM AGUILARES.
 AJ0926'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0926'AGUILARES-- PROCEED 6.0 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE OF
 AJ0926'BENCH MARK.  BENCH MARK IS ABOUT 235.0 FEET SOUTH OF A SMALL WOODEN
 AJ0926'CULVERT, AND 28.0 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE
 AJ0926'OF ROAD.  IT IS 1.0 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET
 AJ0926'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AJ0926
 AJ0926                          STATION RECOVERY (1975)
 AJ0926
 AJ0926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0951 ***********************************************************************
 AJ0951  DESIGNATION -  F 764
 AJ0951  PID         -  AJ0951
 AJ0951  STATE/COUNTY-  TX/ZAPATA
 AJ0951  USGS QUAD   -  ESCOBAS (1980)
 AJ0951
 AJ0951                         *CURRENT SURVEY CONTROL
 AJ0951  ___________________________________________________________________
 AJ0951* NAD 83(1986)-  27 03 57.     (N)    099 03 17.     (W)     SCALED    
 AJ0951* NAVD 88     -       142.342  (meters)     467.00   (feet)  ADJUSTED  
 AJ0951  ___________________________________________________________________
 AJ0951  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AJ0951  DYNAMIC HT  -         142.113 (meters)     466.25  (feet)  COMP
 AJ0951  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 AJ0951
 AJ0951  VERT ORDER  -  SECOND    CLASS 0
 AJ0951
 AJ0951.The horizontal coordinates were scaled from a topographic map and have
 AJ0951.an estimated accuracy of +/- 6 seconds.
 AJ0951
 AJ0951.The orthometric height was determined by differential leveling
 AJ0951.and adjusted by the National Geodetic Survey in June 1991..
 AJ0951
 AJ0951.The geoid height was determined by GEOID03.
 AJ0951
 AJ0951.The dynamic height is computed by dividing the NAVD 88
 AJ0951.geopotential number by the normal gravity value computed on the
 AJ0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0951.degrees latitude (g = 980.6199 gals.).
 AJ0951
 AJ0951.The modeled gravity was interpolated from observed gravity values.
 AJ0951
 AJ0951;                    North         East    Units  Estimated Accuracy
 AJ0951;SPC TX S     - 5,155,140.      244,980.      MT  (+/- 180 meters Scaled)
 AJ0951
 AJ0951                          SUPERSEDED SURVEY CONTROL
 AJ0951
 AJ0951  NGVD 29 (??/??/92)  142.372  (m)          467.10   (f) ADJ UNCH    2 0
 AJ0951
 AJ0951.Superseded values are not recommended for survey control.
 AJ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0951.See file dsdata.txt to determine how the superseded data were derived.
 AJ0951
 AJ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ945937(NAD 83)
 AJ0951_MARKER: P = PIPE CAP
 AJ0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0951_STAMPING: F 764 1943
 AJ0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0951+STABILITY: SURFACE MOTION
 AJ0951
 AJ0951  HISTORY     - Date     Condition        Report By
 AJ0951  HISTORY     - 1943     MONUMENTED       CGS
 AJ0951  HISTORY     - 1975     GOOD             USGS
 AJ0951
 AJ0951                          STATION DESCRIPTION
 AJ0951
 AJ0951'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0951'28.95 MI NE FROM ESCOBAS.
 AJ0951'FROM THE STORE AT ESCOBAS GO NE ON TEX. HIWAY 16 FOR 0.35 MI. TO T-RD
 AJ0951'NW, 19.4 MI. NE OF ZAPATA, THENCE NW ALONG PAVED ROAD 1.25 MI. TO
 AJ0951'TEXACO CAMP.  IN TEXACO CAMP TAKE FIRST ROAD LEFT, THRU OLD HOUSING
 AJ0951'AREA, 0.15 MI., THENCE RIGHT 0.25 MI., THENCE RIGHT ALONG MAIN ROAD
 AJ0951'1.0 MI. A RD JCT., THENCE LEFT ON MAIN ROAD 0.85 MI. TO T-RD., THENCE
 AJ0951'LEFT, SOUTH, 0.5 MI. TO X-RD AND OIL WELL ON RIGHT, THENCE RIGHT ON
 AJ0951'TRACK RD. 0.3 MI. TO DRILL HOLE, THENCE RIGHT, NORTH, 250 FT., THENCE
 AJ0951'LEFT 200 FT. TO POWER LINE, THENCE RIGHT, NORTH, 118 FT. AND BM ON
 AJ0951'RIGHT.  STANDARD CAP IN CONC. POST.  NOTE-- POST IS CRACKED BUT IN
 AJ0951'PLACE AND USUABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1133 ***********************************************************************
 AW1133  DESIGNATION -  F 765
 AW1133  PID         -  AW1133
 AW1133  STATE/COUNTY-  TX/HARRIS
 AW1133  USGS QUAD   -  PARK PLACE (1995)
 AW1133
 AW1133                         *CURRENT SURVEY CONTROL
 AW1133  ___________________________________________________________________
 AW1133* NAD 83(1986)-  29 44 03.     (N)    095 18 12.     (W)     SCALED    
 AW1133* NAVD 88     -         9.729  (meters)      31.92   (feet)  ADJUSTED  
 AW1133  ___________________________________________________________________
 AW1133  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW1133  DYNAMIC HT  -           9.716 (meters)      31.88  (feet)  COMP
 AW1133  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 AW1133  OBS GRAVITY -     979,288.0   (mgal)                       GRAV_OBS
 AW1133
 AW1133  VERT ORDER  -  FIRST     CLASS I
 AW1133
 AW1133.The horizontal coordinates were scaled from a topographic map and have
 AW1133.an estimated accuracy of +/- 6 seconds.
 AW1133
 AW1133.The orthometric height was determined by differential leveling
 AW1133.and adjusted by the National Geodetic Survey in June 1991..
 AW1133
 AW1133.The geoid height was determined by GEOID03.
 AW1133
 AW1133.The dynamic height is computed by dividing the NAVD 88
 AW1133.geopotential number by the normal gravity value computed on the
 AW1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1133.degrees latitude (g = 980.6199 gals.).
 AW1133
 AW1133.The modeled gravity was interpolated from observed gravity values.
 AW1133.The observed gravity was obtained from relative gravimeter ties
 AW1133.to the IGSN71 gravity network.
 AW1133
 AW1133;                    North         East    Units  Estimated Accuracy
 AW1133;SPC TXSC     - 4,216,320.      957,530.      MT  (+/- 180 meters Scaled)
 AW1133
 AW1133                          SUPERSEDED SURVEY CONTROL
 AW1133
 AW1133  NGVD 29 (12/23/87)    9.726  (m)           31.91   (f) ADJUSTED    1 1
 AW1133
 AW1133.Superseded values are not recommended for survey control.
 AW1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1133.See file dsdata.txt to determine how the superseded data were derived.
 AW1133
 AW1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN772915(NAD 83)
 AW1133_MARKER: DB = BENCH MARK DISK
 AW1133_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1133_SP_SET: HEADWALL
 AW1133_STAMPING: F 765 1943
 AW1133_MARK LOGO: CGS   
 AW1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1133+STABILITY: SURFACE MOTION
 AW1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1133+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1133
 AW1133  HISTORY     - Date     Condition        Report By
 AW1133  HISTORY     - 1943     MONUMENTED       CGS
 AW1133  HISTORY     - 1973     GOOD             NGS
 AW1133  HISTORY     - 1976     GOOD             NGS
 AW1133  HISTORY     - 1976     GOOD             NGS
 AW1133  HISTORY     - 1978     GOOD             NGS
 AW1133  HISTORY     - 1983     GOOD             NGS
 AW1133  HISTORY     - 1987     GOOD             USPSQD
 AW1133  HISTORY     - 1987     GOOD             USPSQD
 AW1133  HISTORY     - 1987     GOOD             NGS
 AW1133  HISTORY     - 1989     GOOD             USPSQD
 AW1133  HISTORY     - 19890120 GOOD             USPSQD
 AW1133  HISTORY     - 19950624 POOR             USPSQD
 AW1133  HISTORY     - 20040510 GOOD             USPSQD
 AW1133  HISTORY     - 20050705 GOOD             USPSQD
 AW1133
 AW1133                          STATION DESCRIPTION
 AW1133
 AW1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1133'3.7 MI SE FROM HOUSTON.
 AW1133'0.75 MILE SOUTHEAST ALONG CONGRESS STREET FROM THE COUNTY COURTHOUSE
 AW1133'AT HOUSTON, THENCE 2.95 MILES SOUTHEAST ALONG THE GALVESTON, HOUSTON
 AW1133'AND HENDERSON RAILROAD, 1-3/4 POLES WEST OF MILEPOLE 4/10, 0.1 MILE
 AW1133'EAST OF THE CROSSING OF 69TH STREET, 275 FEET WEST OF THE CROSSING OF
 AW1133'70TH STREET AND THE ENTRANCE TO HOUSTON COUNTY CLUB, IN THE TOP AND
 AW1133'1.3 FEET EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 AW1133'LARGE CONCRETE BOX CULVERT, 1.1 FEET NORTH OF THE SOUTH EDGE OF THE
 AW1133'HEADWALL, 8.9 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1/2 FOOT HIGHER
 AW1133'THAN THE TRACK.
 AW1133
 AW1133                          STATION RECOVERY (1976)
 AW1133
 AW1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1133'RECOVERED IN GOOD CONDITION.
 AW1133
 AW1133                          STATION RECOVERY (1976)
 AW1133
 AW1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1133'RECOVERED IN GOOD CONDITION.
 AW1133
 AW1133                          STATION RECOVERY (1978)
 AW1133
 AW1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1133'RECOVERED IN GOOD CONDITION.
 AW1133
 AW1133                          STATION RECOVERY (1983)
 AW1133
 AW1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1133'RECOVERED IN GOOD CONDITION.
 AW1133
 AW1133                          STATION RECOVERY (1987)
 AW1133
 AW1133'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1133'RECOVERED IN GOOD CONDITION.
 AW1133
 AW1133                          STATION RECOVERY (1987)
 AW1133
 AW1133'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW1133'RECOVERED IN GOOD CONDITION.
 AW1133
 AW1133                          STATION RECOVERY (1987)
 AW1133
 AW1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1133'RECOVERED IN GOOD CONDITION.
 AW1133
 AW1133                          STATION RECOVERY (1989)
 AW1133
 AW1133'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1133'RECOVERED IN GOOD CONDITION.
 AW1133
 AW1133                          STATION RECOVERY (1989)
 AW1133
 AW1133'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1133'RECOVERED IN GOOD CONDITION.
 AW1133
 AW1133                          STATION RECOVERY (1995)
 AW1133
 AW1133'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1133'MARK RECOVERED IN POOR CONDITION.
 AW1133
 AW1133                          STATION RECOVERY (2004)
 AW1133
 AW1133'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1133'RECOVERED IN GOOD CONDITION.
 AW1133
 AW1133                          STATION RECOVERY (2005)
 AW1133
 AW1133'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1133'GOOD DESCRIPTION AND GP IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0043 ***********************************************************************
 AX0043  DESIGNATION -  F 767
 AX0043  PID         -  AX0043
 AX0043  STATE/COUNTY-  TX/AUSTIN
 AX0043  USGS QUAD   -  CAT SPRING (1981)
 AX0043
 AX0043                         *CURRENT SURVEY CONTROL
 AX0043  ___________________________________________________________________
 AX0043* NAD 83(1986)-  29 51 20.     (N)    096 22 23.     (W)     SCALED    
 AX0043* NAVD 88     -        96.103  (meters)     315.30   (feet)  ADJUSTED  
 AX0043  ___________________________________________________________________
 AX0043  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX0043  DYNAMIC HT  -          95.971 (meters)     314.86  (feet)  COMP
 AX0043  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 AX0043  OBS GRAVITY -     979,266.3   (mgal)                       GRAV_OBS
 AX0043
 AX0043  VERT ORDER  -  FIRST     CLASS I
 AX0043
 AX0043.The horizontal coordinates were scaled from a topographic map and have
 AX0043.an estimated accuracy of +/- 6 seconds.
 AX0043
 AX0043.The orthometric height was determined by differential leveling
 AX0043.and adjusted by the National Geodetic Survey in June 1991..
 AX0043
 AX0043.The geoid height was determined by GEOID03.
 AX0043
 AX0043.The dynamic height is computed by dividing the NAVD 88
 AX0043.geopotential number by the normal gravity value computed on the
 AX0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0043.degrees latitude (g = 980.6199 gals.).
 AX0043
 AX0043.The modeled gravity was interpolated from observed gravity values.
 AX0043.The observed gravity was obtained from relative gravimeter ties
 AX0043.to the IGSN71 gravity network.
 AX0043
 AX0043;                    North         East    Units  Estimated Accuracy
 AX0043;SPC TXSC     - 4,226,970.      853,790.      MT  (+/- 180 meters Scaled)
 AX0043
 AX0043                          SUPERSEDED SURVEY CONTROL
 AX0043
 AX0043  NGVD 29 (12/23/87)   96.073  (m)          315.20   (f) ADJUSTED    1 1
 AX0043
 AX0043.Superseded values are not recommended for survey control.
 AX0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0043.See file dsdata.txt to determine how the superseded data were derived.
 AX0043
 AX0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU537056(NAD 83)
 AX0043_MARKER: DB = BENCH MARK DISK
 AX0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0043_SP_SET: CONCRETE POST
 AX0043_STAMPING: F 767 1943
 AX0043_MARK LOGO: CGS   
 AX0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0043+STABILITY: SURFACE MOTION
 AX0043
 AX0043  HISTORY     - Date     Condition        Report By
 AX0043  HISTORY     - 1943     MONUMENTED       CGS
 AX0043  HISTORY     - 1973     GOOD             NGS
 AX0043  HISTORY     - 1976     GOOD             NGS
 AX0043  HISTORY     - 1976     GOOD             NGS
 AX0043  HISTORY     - 1978     GOOD             NGS
 AX0043  HISTORY     - 1987     GOOD             NGS
 AX0043
 AX0043                          STATION DESCRIPTION
 AX0043
 AX0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0043'3.0 MI W FROM CAT SPRING.
 AX0043'3.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0043'CROSSING OF FARM ROAD 949 AT CAT SPRING, 3 POLES EAST AND ACROSS THE
 AX0043'TRACK FROM MILE POLE 1021, AT THE CROSSING OF A PRIVATE ROAD, 47.0
 AX0043'FEET SOUTH OF THE SOUTH RAIL, 69 FEET EAST OF THE CENTER LINE OF THE
 AX0043'ROAD, 64 FEET EAST OF THE EAST END OF A METAL GATE, 29 1/2 FEET WEST
 AX0043'OF A TELEPHONE POLE, 1.8 FEET WEST OF WITNESS POST, 0.5 FOOT NORTH OF
 AX0043'A FENCE, ABOUT 1/2 FOOT LOWER THAN THE TRACK, SET IN THE TOP OF A
 AX0043'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX0043
 AX0043                          STATION RECOVERY (1976)
 AX0043
 AX0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0043'RECOVERED IN GOOD CONDITION.
 AX0043
 AX0043                          STATION RECOVERY (1976)
 AX0043
 AX0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0043'RECOVERED IN GOOD CONDITION.
 AX0043
 AX0043                          STATION RECOVERY (1978)
 AX0043
 AX0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0043'RECOVERED IN GOOD CONDITION.
 AX0043
 AX0043                          STATION RECOVERY (1987)
 AX0043
 AX0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0121 ***********************************************************************
 AW0121  DESIGNATION -  F 768
 AW0121  PID         -  AW0121
 AW0121  STATE/COUNTY-  TX/WALLER
 AW0121  USGS QUAD   -  BROOKSHIRE (1980)
 AW0121
 AW0121                         *CURRENT SURVEY CONTROL
 AW0121  ___________________________________________________________________
 AW0121* NAD 83(1986)-  29 46 59.     (N)    095 59 11.     (W)     SCALED    
 AW0121* NAVD 88     -        39.818  (meters)     130.64   (feet)  ADJUSTED  
 AW0121  ___________________________________________________________________
 AW0121  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW0121  DYNAMIC HT  -          39.763 (meters)     130.46  (feet)  COMP
 AW0121  MODELED GRAV-     979,270.8   (mgal)                       NAVD 88
 AW0121  OBS GRAVITY -     979,271.4   (mgal)                       GRAV_OBS
 AW0121
 AW0121  VERT ORDER  -  FIRST     CLASS I
 AW0121
 AW0121.The horizontal coordinates were scaled from a topographic map and have
 AW0121.an estimated accuracy of +/- 6 seconds.
 AW0121
 AW0121.The orthometric height was determined by differential leveling
 AW0121.and adjusted by the National Geodetic Survey in June 1991..
 AW0121
 AW0121.The geoid height was determined by GEOID03.
 AW0121
 AW0121.The dynamic height is computed by dividing the NAVD 88
 AW0121.geopotential number by the normal gravity value computed on the
 AW0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0121.degrees latitude (g = 980.6199 gals.).
 AW0121
 AW0121.The modeled gravity was interpolated from observed gravity values.
 AW0121.The observed gravity was obtained from relative gravimeter ties
 AW0121.to the IGSN71 gravity network.
 AW0121
 AW0121;                    North         East    Units  Estimated Accuracy
 AW0121;SPC TXSC     - 4,219,840.      891,340.      MT  (+/- 180 meters Scaled)
 AW0121
 AW0121                          SUPERSEDED SURVEY CONTROL
 AW0121
 AW0121  NGVD 29 (12/23/87)   39.801  (m)          130.58   (f) ADJUSTED    1 1
 AW0121
 AW0121.Superseded values are not recommended for survey control.
 AW0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0121.See file dsdata.txt to determine how the superseded data were derived.
 AW0121
 AW0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN112984(NAD 83)
 AW0121_MARKER: DB = BENCH MARK DISK
 AW0121_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0121_SP_SET: BRIDGE ABUTMENT
 AW0121_STAMPING: F 768 1943
 AW0121_MARK LOGO: CGS   
 AW0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0121+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 AW0121
 AW0121  HISTORY     - Date     Condition        Report By
 AW0121  HISTORY     - 1943     MONUMENTED       CGS
 AW0121  HISTORY     - 1973     GOOD             NGS
 AW0121  HISTORY     - 1976     GOOD             NGS
 AW0121  HISTORY     - 1978     GOOD             NGS
 AW0121  HISTORY     - 1986     GOOD             NGS
 AW0121  HISTORY     - 1990     GOOD             USPSQD
 AW0121  HISTORY     - 20030825 GOOD             USPSQD
 AW0121
 AW0121                          STATION DESCRIPTION
 AW0121
 AW0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0121'2.0 MI W FROM BROOKSHIRE.
 AW0121'ABOUT 2 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0121'STATION AT BROOKSHIRE, ABOUT 15.6 FEET SOUTH OF THE CENTER LINE OF U.
 AW0121'S. HIGHWAY 90, SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF
 AW0121'A CONCRETE HIGHWAY BRIDGE OVER BESSIES CREEK, ABOUT 0.25 MILE WEST OF
 AW0121'THE JUNCTION OF DONIGAN ROAD AND U. S. HWY. 90, 0.2 MILE EAST OF THE
 AW0121'JUNCTION OF U. S. HWY. 90 LEADING INTO I-10 WEST AND THE ACCESS ROAD,
 AW0121'ABOUT 0.3 FOOT ABOVE THE LEVEL OF U. S. HWY. 90, AND IS A C AND GS
 AW0121'DISK DRILLED IN A BRIDGE.
 AW0121
 AW0121                          STATION RECOVERY (1976)
 AW0121
 AW0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0121'RECOVERED IN GOOD CONDITION.
 AW0121
 AW0121                          STATION RECOVERY (1978)
 AW0121
 AW0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0121'RECOVERED IN GOOD CONDITION.
 AW0121
 AW0121                          STATION RECOVERY (1986)
 AW0121
 AW0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0121'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW0121'ADD--3.4 KM (2.1 MI) WEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF FM
 AW0121'ROAD 359 SOUTH IN BROOKSHIRE.
 AW0121
 AW0121                          STATION RECOVERY (1990)
 AW0121
 AW0121'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0121'RECOVERED IN GOOD CONDITION.
 AW0121
 AW0121                          STATION RECOVERY (2003)
 AW0121
 AW0121'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AW0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1594 ***********************************************************************
 AX1594  DESIGNATION -  F 769
 AX1594  PID         -  AX1594
 AX1594  STATE/COUNTY-  TX/FAYETTE
 AX1594  USGS QUAD   -  WEST POINT (1981)
 AX1594
 AX1594                         *CURRENT SURVEY CONTROL
 AX1594  ___________________________________________________________________
 AX1594* NAD 83(1986)-  29 58 36.     (N)    097 02 12.     (W)     SCALED    
 AX1594* NAVD 88     -        88.67   (+/-2cm)     290.9    (feet)  VERTCON   
 AX1594  ___________________________________________________________________
 AX1594  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AX1594
 AX1594  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1594
 AX1594.The horizontal coordinates were scaled from a topographic map and have
 AX1594.an estimated accuracy of +/- 6 seconds.
 AX1594
 AX1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1594.The vertical order pertains to the NGVD 29 superseded value.
 AX1594
 AX1594.The geoid height was determined by GEOID03.
 AX1594
 AX1594;                    North         East    Units  Estimated Accuracy
 AX1594;SPC TXSC     - 4,239,130.      789,460.      MT  (+/- 180 meters Scaled)
 AX1594
 AX1594                          SUPERSEDED SURVEY CONTROL
 AX1594
 AX1594  NGVD 29 (??/??/92)   88.617  (m)          290.74   (f) ADJ UNCH    1 2
 AX1594
 AX1594.Superseded values are not recommended for survey control.
 AX1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1594.See file dsdata.txt to determine how the superseded data were derived.
 AX1594
 AX1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU894178(NAD 83)
 AX1594_MARKER: DB = BENCH MARK DISK
 AX1594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1594_SP_SET: STEP
 AX1594_STAMPING: F 769 1943
 AX1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1594
 AX1594  HISTORY     - Date     Condition        Report By
 AX1594  HISTORY     - 1943     MONUMENTED       CGS
 AX1594
 AX1594                          STATION DESCRIPTION
 AX1594
 AX1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1594'1.6 MI N FROM WEST POINT.
 AX1594'1.6 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 AX1594'TEXAS AND NEW ORLEANS RAILROAD) FROM THE STATION AT WEST POINT, 0.2
 AX1594'MILE SOUTH OF MILEPOST 51, 190 FEET SOUTH OF THE SOUTH END OF TRESTLE
 AX1594'50.86 OVER COLORADO RIVER, IN THE TOP STEP OF A CONCRETE WALK LEADING
 AX1594'TO THE SOUTH ENTRANCE OF THE COLORADO RIVER PUMP STATION, 8.7 FEET
 AX1594'EAST OF THE EAST RAIL, 0.7 FOOT SOUTH OF THE NORTH SIDE OF THE
 AX1594'CONCRETE WALK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 AX1594'DISK, STAMPED F 769 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0381 ***********************************************************************
 BN0381  DESIGNATION -  F 77
 BN0381  PID         -  BN0381
 BN0381  STATE/COUNTY-  TX/MENARD
 BN0381  USGS QUAD   -  SPOON DRAW (1970)
 BN0381
 BN0381                         *CURRENT SURVEY CONTROL
 BN0381  ___________________________________________________________________
 BN0381* NAD 83(1986)-  30 45 24.     (N)    099 49 25.     (W)     SCALED    
 BN0381* NAVD 88     -       676.026  (meters)    2217.93   (feet)  POSTED    
 BN0381  ___________________________________________________________________
 BN0381  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BN0381  DYNAMIC HT  -         675.070 (meters)    2214.79  (feet)  COMP
 BN0381  MODELED GRAV-     979,202.3   (mgal)                       NAVD 88
 BN0381
 BN0381  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0381
 BN0381.The horizontal coordinates were scaled from a topographic map and have
 BN0381.an estimated accuracy of +/- 6 seconds.
 BN0381
 BN0381.The orthometric height was determined by differential leveling
 BN0381.and adjusted by the National Geodetic Survey in 1992..
 BN0381.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0381.rate of 0.0 thru 1.0 mm/km.
 BN0381
 BN0381.The geoid height was determined by GEOID03.
 BN0381
 BN0381.The dynamic height is computed by dividing the NAVD 88
 BN0381.geopotential number by the normal gravity value computed on the
 BN0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0381.degrees latitude (g = 980.6199 gals.).
 BN0381
 BN0381.The modeled gravity was interpolated from observed gravity values.
 BN0381
 BN0381;                    North         East    Units  Estimated Accuracy
 BN0381;SPC TX C     - 3,120,940.      748,800.      MT  (+/- 180 meters Scaled)
 BN0381
 BN0381                          SUPERSEDED SURVEY CONTROL
 BN0381
 BN0381  NGVD 29 (??/??/92)  675.956  (m)         2217.70   (f) ADJ UNCH    1 2
 BN0381
 BN0381.Superseded values are not recommended for survey control.
 BN0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0381.See file dsdata.txt to determine how the superseded data were derived.
 BN0381
 BN0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV211029(NAD 83)
 BN0381_MARKER: DB = BENCH MARK DISK
 BN0381_SETTING: 0 = UNSPECIFIED SETTING
 BN0381_STAMPING: F 77 1931
 BN0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0381
 BN0381  HISTORY     - Date     Condition        Report By
 BN0381  HISTORY     - 1931     MONUMENTED       CGS
 BN0381  HISTORY     - 1971     GOOD             USGS
 BN0381  HISTORY     - 19981226 MARK NOT FOUND   USPSQD
 BN0381
 BN0381                          STATION DESCRIPTION
 BN0381
 BN0381'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BN0381'13 MI SW FROM MENARD.
 BN0381'TO REACH BM FROM POST OFFICE IN MENARD, GO SOUTH ALONG US HWY NO. 83
 BN0381'0.7 MILE TO JUNCTION OF FARM ROAD NO. 2291.  GO RIGHT ALONG FARM ROAD
 BN0381'NO. 2291 A DISTANCE OF 12.5 MILES TO A BEND TO SW OF FARM ROAD 2291
 BN0381'AND A DIRT ROAD SOUTH.  GO SOUTH ALONG DIRT ROAD 0.35 MI. TO A GATE.
 BN0381'BM IS WEST OF ROAD, 27 FEET SOUTH OF FENCE CORNER AND 10 FEET WEST OF
 BN0381'N*S FENCE.  A STANDARD TABLET.
 BN0381
 BN0381                          STATION RECOVERY (1998)
 BN0381
 BN0381'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0742 ***********************************************************************
 AE0742  DESIGNATION -  F 770
 AE0742  PID         -  AE0742
 AE0742  STATE/COUNTY-  TX/STARR
 AE0742  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0742
 AE0742                         *CURRENT SURVEY CONTROL
 AE0742  ___________________________________________________________________
 AE0742* NAD 83(1986)-  26 29 06.     (N)    098 55 54.     (W)     SCALED    
 AE0742* NAVD 88     -       121.152  (meters)     397.48   (feet)  ADJUSTED  
 AE0742  ___________________________________________________________________
 AE0742  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AE0742  DYNAMIC HT  -         120.953 (meters)     396.83  (feet)  COMP
 AE0742  MODELED GRAV-     978,999.2   (mgal)                       NAVD 88
 AE0742
 AE0742  VERT ORDER  -  SECOND    CLASS 0
 AE0742
 AE0742.The horizontal coordinates were scaled from a topographic map and have
 AE0742.an estimated accuracy of +/- 6 seconds.
 AE0742
 AE0742.The orthometric height was determined by differential leveling
 AE0742.and adjusted by the National Geodetic Survey in June 1991..
 AE0742
 AE0742.The geoid height was determined by GEOID03.
 AE0742
 AE0742.The dynamic height is computed by dividing the NAVD 88
 AE0742.geopotential number by the normal gravity value computed on the
 AE0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0742.degrees latitude (g = 980.6199 gals.).
 AE0742
 AE0742.The modeled gravity was interpolated from observed gravity values.
 AE0742
 AE0742;                    North         East    Units  Estimated Accuracy
 AE0742;SPC TX S     - 5,090,740.      256,960.      MT  (+/- 180 meters Scaled)
 AE0742
 AE0742                          SUPERSEDED SURVEY CONTROL
 AE0742
 AE0742  NGVD 29 (??/??/92)  121.206  (m)          397.66   (f) ADJ UNCH    2 0
 AE0742
 AE0742.Superseded values are not recommended for survey control.
 AE0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0742.See file dsdata.txt to determine how the superseded data were derived.
 AE0742
 AE0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ068293(NAD 83)
 AE0742_MARKER: DB = BENCH MARK DISK
 AE0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0742_STAMPING: F 770 1942
 AE0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0742+STABILITY: SURFACE MOTION
 AE0742
 AE0742  HISTORY     - Date     Condition        Report By
 AE0742  HISTORY     - 1942     MONUMENTED       CGS
 AE0742
 AE0742                          STATION DESCRIPTION
 AE0742
 AE0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0742'5.8 MI N FROM GARCENO.
 AE0742'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND THE HEBBRONVILLE
 AE0742'ROAD AT GARCENO, PROCEED 5.8 MILES NORTHERLY ALONG THE HEBBRONVILLE
 AE0742'ROAD TO THE NORTH SLOPE OF A SMALL GRAVEL HILL AND SITE OF BENCH MARK.
 AE0742'BENCH MARK IS 162.0 FEET NORTH OF THE CENTERLINE OF A ONE TRACK ROAD
 AE0742'LEADING EAST, 132.0 FEET NORTH OF THE ABRUPT TOP OF A SMALL GRAVEL
 AE0742'HILL, 31.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AE0742'ROAD.  MONUMENT IS 2.5 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER
 AE0742'POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0802 ***********************************************************************
 AE0802  DESIGNATION -  F 771
 AE0802  PID         -  AE0802
 AE0802  STATE/COUNTY-  TX/JIM HOGG
 AE0802  USGS QUAD   -  CUEVITAS SW (1972)
 AE0802
 AE0802                         *CURRENT SURVEY CONTROL
 AE0802  ___________________________________________________________________
 AE0802* NAD 83(1986)-  26 48 35.     (N)    098 54 41.     (W)     SCALED    
 AE0802* NAVD 88     -       149.241  (meters)     489.63   (feet)  ADJUSTED  
 AE0802  ___________________________________________________________________
 AE0802  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE0802  DYNAMIC HT  -         148.998 (meters)     488.84  (feet)  COMP
 AE0802  MODELED GRAV-     979,013.4   (mgal)                       NAVD 88
 AE0802
 AE0802  VERT ORDER  -  SECOND    CLASS 0
 AE0802
 AE0802.The horizontal coordinates were scaled from a topographic map and have
 AE0802.an estimated accuracy of +/- 6 seconds.
 AE0802
 AE0802.The orthometric height was determined by differential leveling
 AE0802.and adjusted by the National Geodetic Survey in June 1991..
 AE0802
 AE0802.The geoid height was determined by GEOID03.
 AE0802
 AE0802.The dynamic height is computed by dividing the NAVD 88
 AE0802.geopotential number by the normal gravity value computed on the
 AE0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0802.degrees latitude (g = 980.6199 gals.).
 AE0802
 AE0802.The modeled gravity was interpolated from observed gravity values.
 AE0802
 AE0802;                    North         East    Units  Estimated Accuracy
 AE0802;SPC TX S     - 5,126,710.      259,100.      MT  (+/- 180 meters Scaled)
 AE0802
 AE0802                          SUPERSEDED SURVEY CONTROL
 AE0802
 AE0802  NGVD 29 (??/??/92)  149.288  (m)          489.79   (f) ADJ UNCH    2 0
 AE0802
 AE0802.Superseded values are not recommended for survey control.
 AE0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0802.See file dsdata.txt to determine how the superseded data were derived.
 AE0802
 AE0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ088653(NAD 83)
 AE0802_MARKER: DB = BENCH MARK DISK
 AE0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0802_STAMPING: F 771 1942
 AE0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0802+STABILITY: SURFACE MOTION
 AE0802
 AE0802  HISTORY     - Date     Condition        Report By
 AE0802  HISTORY     - 1942     MONUMENTED       CGS
 AE0802
 AE0802                          STATION DESCRIPTION
 AE0802
 AE0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0802'6.6 MI SW FROM GUERRA.
 AE0802'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0802'GUERRA) PROCEED 4.0 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO A PASTURE
 AE0802'FENCE AND A CATTLE GUARD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AE0802'125.0 YARDS NORTHEAST OF A WINDMILL.  IT IS 13.0 FEET WEST OF AND
 AE0802'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF DIRT ROAD, 13.0 FEET
 AE0802'SOUTHWEST OF THE SOUTHWEST CORNER OF CATTLE GUARD.  IT IS 2.0 FEET
 AE0802'EAST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4
 AE0802'INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0850 ***********************************************************************
 AE0850  DESIGNATION -  F 772
 AE0850  PID         -  AE0850
 AE0850  STATE/COUNTY-  TX/STARR
 AE0850  USGS QUAD   -  LAS ISLAS RANCH (1993)
 AE0850
 AE0850                         *CURRENT SURVEY CONTROL
 AE0850  ___________________________________________________________________
 AE0850* NAD 83(1986)-  26 41 44.     (N)    098 43 39.     (W)     SCALED    
 AE0850* NAVD 88     -       151.705  (meters)     497.72   (feet)  ADJUSTED  
 AE0850  ___________________________________________________________________
 AE0850  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AE0850  DYNAMIC HT  -         151.455 (meters)     496.90  (feet)  COMP
 AE0850  MODELED GRAV-     978,998.7   (mgal)                       NAVD 88
 AE0850
 AE0850  VERT ORDER  -  SECOND    CLASS 0
 AE0850
 AE0850.The horizontal coordinates were scaled from a topographic map and have
 AE0850.an estimated accuracy of +/- 6 seconds.
 AE0850
 AE0850.The orthometric height was determined by differential leveling
 AE0850.and adjusted by the National Geodetic Survey in June 1991..
 AE0850
 AE0850.The geoid height was determined by GEOID03.
 AE0850
 AE0850.The dynamic height is computed by dividing the NAVD 88
 AE0850.geopotential number by the normal gravity value computed on the
 AE0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0850.degrees latitude (g = 980.6199 gals.).
 AE0850
 AE0850.The modeled gravity was interpolated from observed gravity values.
 AE0850
 AE0850;                    North         East    Units  Estimated Accuracy
 AE0850;SPC TX S     - 5,114,010.      277,360.      MT  (+/- 180 meters Scaled)
 AE0850
 AE0850                          SUPERSEDED SURVEY CONTROL
 AE0850
 AE0850  NGVD 29 (??/??/92)  151.746  (m)          497.85   (f) ADJ UNCH    2 0
 AE0850
 AE0850.Superseded values are not recommended for survey control.
 AE0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0850.See file dsdata.txt to determine how the superseded data were derived.
 AE0850
 AE0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ271527(NAD 83)
 AE0850_MARKER: DB = BENCH MARK DISK
 AE0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0850_STAMPING: F 772 1942
 AE0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0850+STABILITY: SURFACE MOTION
 AE0850
 AE0850  HISTORY     - Date     Condition        Report By
 AE0850  HISTORY     - 1942     MONUMENTED       CGS
 AE0850
 AE0850                          STATION DESCRIPTION
 AE0850
 AE0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0850'12.9 MI W FROM LA GLORIA.
 AE0850'T REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 12.9 MILES
 AE0850'WESTERLY ALONG A COUNTY GRADED ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE0850'IS 121.0 YARDS WEST OF A 2.5 FOOT IRON PIPE CULVERT UNDER THE ROAD. IT
 AE0850'IS 23.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AE0850'OF THE ROAD.  MONUMENT IS 2.5 FEET EAST OF A 4X4 INCH WHITE WOODEN
 AE0850'MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1126 ***********************************************************************
 AE1126  DESIGNATION -  F 773
 AE1126  PID         -  AE1126
 AE1126  STATE/COUNTY-  TX/ZAPATA
 AE1126  USGS QUAD   -  BECKWITH ARM (1980)
 AE1126
 AE1126                         *CURRENT SURVEY CONTROL
 AE1126  ___________________________________________________________________
 AE1126* NAD 83(1986)-  26 37 41.     (N)    099 07 53.     (W)     SCALED    
 AE1126* NAVD 88     -       114.958  (meters)     377.16   (feet)  ADJUSTED  
 AE1126  ___________________________________________________________________
 AE1126  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AE1126  DYNAMIC HT  -         114.771 (meters)     376.54  (feet)  COMP
 AE1126  MODELED GRAV-     979,021.2   (mgal)                       NAVD 88
 AE1126
 AE1126  VERT ORDER  -  FIRST     CLASS II
 AE1126
 AE1126.The horizontal coordinates were scaled from a topographic map and have
 AE1126.an estimated accuracy of +/- 6 seconds.
 AE1126
 AE1126.The orthometric height was determined by differential leveling
 AE1126.and adjusted by the National Geodetic Survey in June 1991..
 AE1126
 AE1126.The geoid height was determined by GEOID03.
 AE1126
 AE1126.The dynamic height is computed by dividing the NAVD 88
 AE1126.geopotential number by the normal gravity value computed on the
 AE1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1126.degrees latitude (g = 980.6199 gals.).
 AE1126
 AE1126.The modeled gravity was interpolated from observed gravity values.
 AE1126
 AE1126;                    North         East    Units  Estimated Accuracy
 AE1126;SPC TX S     - 5,106,670.      237,130.      MT  (+/- 180 meters Scaled)
 AE1126
 AE1126                          SUPERSEDED SURVEY CONTROL
 AE1126
 AE1126  NGVD 29 (??/??/92)  115.000  (m)          377.30   (f) ADJ UNCH    1 2
 AE1126
 AE1126.Superseded values are not recommended for survey control.
 AE1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1126.See file dsdata.txt to determine how the superseded data were derived.
 AE1126
 AE1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ869452(NAD 83)
 AE1126_MARKER: DB = BENCH MARK DISK
 AE1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1126_STAMPING: F 773 1942
 AE1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1126+STABILITY: SURFACE MOTION
 AE1126
 AE1126  HISTORY     - Date     Condition        Report By
 AE1126  HISTORY     - 1942     MONUMENTED       CGS
 AE1126  HISTORY     - 1956     GOOD             NGS
 AE1126
 AE1126                          STATION DESCRIPTION
 AE1126
 AE1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1126'4.9 MI NW FROM FALCON HIGHTS.
 AE1126'0.1 MILE NORTH ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1126'HIGHTS, THENCE 3.8 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 83, THENCE
 AE1126'1.0 MILE NORTHEAST ALONG A GRADED DIRT ROAD, 0.15 MILE SOUTHWEST OF
 AE1126'THE SOUTH END OF A SHARP CURVE IN THE ROAD, 0.2 MILE NORTHEAST OF THE
 AE1126'TOP OF A HILL, 30 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 1.2
 AE1126'FEET NORTHWEST OF A FENCE, 1.5 FEET NORTHEAST OF A WITNESS POST, SET
 AE1126'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AE1126'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1206 ***********************************************************************
 AE1206  DESIGNATION -  F 774
 AE1206  PID         -  AE1206
 AE1206  STATE/COUNTY-  TX/STARR
 AE1206  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1206
 AE1206                         *CURRENT SURVEY CONTROL
 AE1206  ___________________________________________________________________
 AE1206* NAD 83(1986)-  26 25 12.     (N)    099 01 18.     (W)     SCALED    
 AE1206* NAVD 88     -        77.814  (meters)     255.29   (feet)  ADJUSTED  
 AE1206  ___________________________________________________________________
 AE1206  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AE1206  DYNAMIC HT  -          77.687 (meters)     254.88  (feet)  COMP
 AE1206  MODELED GRAV-     979,007.7   (mgal)                       NAVD 88
 AE1206
 AE1206  VERT ORDER  -  FIRST     CLASS II
 AE1206
 AE1206.The horizontal coordinates were scaled from a topographic map and have
 AE1206.an estimated accuracy of +/- 6 seconds.
 AE1206
 AE1206.The orthometric height was determined by differential leveling
 AE1206.and adjusted by the National Geodetic Survey in June 1991..
 AE1206
 AE1206.The geoid height was determined by GEOID03.
 AE1206
 AE1206.The dynamic height is computed by dividing the NAVD 88
 AE1206.geopotential number by the normal gravity value computed on the
 AE1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1206.degrees latitude (g = 980.6199 gals.).
 AE1206
 AE1206.The modeled gravity was interpolated from observed gravity values.
 AE1206
 AE1206;                    North         East    Units  Estimated Accuracy
 AE1206;SPC TX S     - 5,083,570.      247,960.      MT  (+/- 180 meters Scaled)
 AE1206
 AE1206                          SUPERSEDED SURVEY CONTROL
 AE1206
 AE1206  NGVD 29 (??/??/92)   77.857  (m)          255.44   (f) ADJ UNCH    1 2
 AE1206
 AE1206.Superseded values are not recommended for survey control.
 AE1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1206.See file dsdata.txt to determine how the superseded data were derived.
 AE1206
 AE1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ978221(NAD 83)
 AE1206_MARKER: DB = BENCH MARK DISK
 AE1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1206_SP_SET: CULVERT
 AE1206_STAMPING: F 774 1942
 AE1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1206
 AE1206  HISTORY     - Date     Condition        Report By
 AE1206  HISTORY     - 1942     MONUMENTED       CGS
 AE1206  HISTORY     - 1956     GOOD             NGS
 AE1206  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1206  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1206
 AE1206                          STATION DESCRIPTION
 AE1206
 AE1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1206'1.0 MI N FROM ROMA.
 AE1206'1.0 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE CATHOLIC CHURCH AT ROMA,
 AE1206'18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AE1206'NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 AE1206
 AE1206                          STATION RECOVERY (1965)
 AE1206
 AE1206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1206'MARK NOT FOUND.
 AE1206
 AE1206                          STATION RECOVERY (1981)
 AE1206
 AE1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1206'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1076 ***********************************************************************
 AE1076  DESIGNATION -  F 775
 AE1076  PID         -  AE1076
 AE1076  STATE/COUNTY-  TX/ZAPATA
 AE1076  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1076
 AE1076                         *CURRENT SURVEY CONTROL
 AE1076  ___________________________________________________________________
 AE1076* NAD 83(1986)-  26 45 32.     (N)    099 09 24.     (W)     SCALED    
 AE1076* NAVD 88     -        97.847  (meters)     321.02   (feet)  ADJUSTED  
 AE1076  ___________________________________________________________________
 AE1076  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AE1076  DYNAMIC HT  -          97.688 (meters)     320.50  (feet)  COMP
 AE1076  MODELED GRAV-     979,027.5   (mgal)                       NAVD 88
 AE1076
 AE1076  VERT ORDER  -  FIRST     CLASS II
 AE1076
 AE1076.The horizontal coordinates were scaled from a topographic map and have
 AE1076.an estimated accuracy of +/- 6 seconds.
 AE1076
 AE1076.The orthometric height was determined by differential leveling
 AE1076.and adjusted by the National Geodetic Survey in June 1991..
 AE1076.WARNING-Repeat measurements at this control monument indicate possible
 AE1076.vertical movement.
 AE1076
 AE1076.The geoid height was determined by GEOID03.
 AE1076
 AE1076.The dynamic height is computed by dividing the NAVD 88
 AE1076.geopotential number by the normal gravity value computed on the
 AE1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1076.degrees latitude (g = 980.6199 gals.).
 AE1076
 AE1076.The modeled gravity was interpolated from observed gravity values.
 AE1076
 AE1076;                    North         East    Units  Estimated Accuracy
 AE1076;SPC TX S     - 5,121,180.      234,690.      MT  (+/- 180 meters Scaled)
 AE1076
 AE1076                          SUPERSEDED SURVEY CONTROL
 AE1076
 AE1076  NGVD 29 (??/??/92)   97.891  (m)          321.16   (f) ADJ UNCH    1 2
 AE1076
 AE1076.Superseded values are not recommended for survey control.
 AE1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1076.See file dsdata.txt to determine how the superseded data were derived.
 AE1076
 AE1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ844597(NAD 83)
 AE1076_MARKER: DB = BENCH MARK DISK
 AE1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1076_STAMPING: F 775 1943
 AE1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1076+STABILITY: SURFACE MOTION
 AE1076
 AE1076  HISTORY     - Date     Condition        Report By
 AE1076  HISTORY     - 1943     MONUMENTED       CGS
 AE1076  HISTORY     - 1956     GOOD             NGS
 AE1076
 AE1076                          STATION DESCRIPTION
 AE1076
 AE1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1076'7.6 MI NW FROM LOPENO.
 AE1076'4.9 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1076'THENCE 2.7 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 0.15 MILE
 AE1076'NORTHEAST OF A BRIDGE, 95 FEET NORTHEAST OF A POWER POLE, 27 FEET
 AE1076'SOUTHEAST OF THE CENTER LINE OF A ROAD, 2 FEET NORTHEAST OF A WITNESS
 AE1076'POST, IN LINE WITH A ROW OF POWER POLES, SET IN THE TOP OF A CONCRETE
 AE1076'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0057 ***********************************************************************
 AB0057  DESIGNATION -  F 776
 AB0057  PID         -  AB0057
 AB0057  STATE/COUNTY-  TX/CAMERON
 AB0057  USGS QUAD   -  PALMITO HILL (1983)
 AB0057
 AB0057                         *CURRENT SURVEY CONTROL
 AB0057  ___________________________________________________________________
 AB0057* NAD 83(1986)-  25 54 48.     (N)    097 22 28.     (W)     SCALED    
 AB0057* NAVD 88     -         4.467  (meters)      14.66   (feet)  ADJUSTED  
 AB0057  ___________________________________________________________________
 AB0057  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 AB0057  DYNAMIC HT  -           4.459 (meters)      14.63  (feet)  COMP
 AB0057  MODELED GRAV-     979,041.4   (mgal)                       NAVD 88
 AB0057
 AB0057  VERT ORDER  -  SECOND    CLASS 0
 AB0057
 AB0057.The horizontal coordinates were scaled from a topographic map and have
 AB0057.an estimated accuracy of +/- 6 seconds.
 AB0057
 AB0057.The orthometric height was determined by differential leveling
 AB0057.and adjusted by the National Geodetic Survey in June 1991..
 AB0057
 AB0057.The geoid height was determined by GEOID03.
 AB0057
 AB0057.The dynamic height is computed by dividing the NAVD 88
 AB0057.geopotential number by the normal gravity value computed on the
 AB0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0057.degrees latitude (g = 980.6199 gals.).
 AB0057
 AB0057.The modeled gravity was interpolated from observed gravity values.
 AB0057
 AB0057;                    North         East    Units  Estimated Accuracy
 AB0057;SPC TX S     - 5,027,830.      412,780.      MT  (+/- 180 meters Scaled)
 AB0057
 AB0057                          SUPERSEDED SURVEY CONTROL
 AB0057
 AB0057  NGVD 29 (??/??/92)    4.562  (m)           14.97   (f) ADJ UNCH    2 0
 AB0057
 AB0057.Superseded values are not recommended for survey control.
 AB0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0057.See file dsdata.txt to determine how the superseded data were derived.
 AB0057
 AB0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP628670(NAD 83)
 AB0057_MARKER: DD = SURVEY DISK
 AB0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0057_SP_SET: MONUMENT
 AB0057_STAMPING: F 776 1942
 AB0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0057
 AB0057  HISTORY     - Date     Condition        Report By
 AB0057  HISTORY     - 1942     MONUMENTED       IBC
 AB0057  HISTORY     - 1949     GOOD             NGS
 AB0057
 AB0057                          STATION DESCRIPTION
 AB0057
 AB0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AB0057'8.9 MI NE FROM BROWNSVILLE.
 AB0057'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 4 AND STATE HIGHWAY
 AB0057'48, NE OF BROWNSVILLE, GO E ON HIGHWAY 4 ABOUT 5.7 MILES TO BRIDGE AND
 AB0057'CATTLE GUARD, CONTINUE AROUND CURVE 0.3 MILE TO DIRT ROAD SE, TURN
 AB0057'RIGHT AND FOLLOW DIRT ROAD 0.5 MILE TO GATE IN N-S FENCE LINE AND
 AB0057'BENCH MARK SITE, ABOUT 300 FT. SE OF GATE, IN PLOWED FIELD, ABOUT 150
 AB0057'FT. N OF LEVEE.  MARK IS I.B.C. ROUND BRONZE DISK, STAMPED F 776 1942
 AB0057'SET IN TOP OF 12X12 INCH PYRAMIDAL SHAPED CONCRETE MONUMENT PROJECTING
 AB0057'2.0 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0108 ***********************************************************************
 AB0108  DESIGNATION -  F 777
 AB0108  PID         -  AB0108
 AB0108  STATE/COUNTY-  TX/CAMERON
 AB0108  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0108
 AB0108                         *CURRENT SURVEY CONTROL
 AB0108  ___________________________________________________________________
 AB0108* NAD 83(1986)-  25 53 09.     (N)    097 27 11.     (W)     SCALED    
 AB0108* NAVD 88     -         8.143  (meters)      26.72   (feet)  ADJUSTED  
 AB0108  ___________________________________________________________________
 AB0108  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AB0108  DYNAMIC HT  -           8.129 (meters)      26.67  (feet)  COMP
 AB0108  MODELED GRAV-     979,029.1   (mgal)                       NAVD 88
 AB0108
 AB0108  VERT ORDER  -  SECOND    CLASS 0
 AB0108
 AB0108.The horizontal coordinates were scaled from a topographic map and have
 AB0108.an estimated accuracy of +/- 6 seconds.
 AB0108
 AB0108.The orthometric height was determined by differential leveling
 AB0108.and adjusted by the National Geodetic Survey in June 1991..
 AB0108
 AB0108.The geoid height was determined by GEOID03.
 AB0108
 AB0108.The dynamic height is computed by dividing the NAVD 88
 AB0108.geopotential number by the normal gravity value computed on the
 AB0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0108.degrees latitude (g = 980.6199 gals.).
 AB0108
 AB0108.The modeled gravity was interpolated from observed gravity values.
 AB0108
 AB0108;                    North         East    Units  Estimated Accuracy
 AB0108;SPC TX S     - 5,024,720.      404,930.      MT  (+/- 180 meters Scaled)
 AB0108
 AB0108                          SUPERSEDED SURVEY CONTROL
 AB0108
 AB0108  NGVD 29 (??/??/92)    8.233  (m)           27.01   (f) ADJ UNCH    2 0
 AB0108
 AB0108.Superseded values are not recommended for survey control.
 AB0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0108.See file dsdata.txt to determine how the superseded data were derived.
 AB0108
 AB0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP549639(NAD 83)
 AB0108_MARKER: DB = BENCH MARK DISK
 AB0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0108_STAMPING: F 777 1942
 AB0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0108+STABILITY: SURFACE MOTION
 AB0108
 AB0108  HISTORY     - Date     Condition        Report By
 AB0108  HISTORY     - 1942     MONUMENTED       IBC
 AB0108  HISTORY     - 1950     GOOD             NGS
 AB0108
 AB0108                          STATION DESCRIPTION
 AB0108
 AB0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0108'3.5 MI SE FROM BROWNSVILLE.
 AB0108'TO REACH FROM THE INTERSECTION OF E 14TH STREET AND EAST TYLER STREET
 AB0108'IN BROWNSVILLE, PROCEED 1.6 MILES SE. ALONG EAST TYLER STREET TO A
 AB0108'ROAD CROSSING A LEVEE, CONTINUE SE. ON ROAD ON TOP OF LEVEE 1.3 MILES
 AB0108'TO SITE OF BENCH MARK.  BENCH MARK IS 66 FEET NE. OF AND APPROXIMATELY
 AB0108'10 FEET BELOW THE CENTERLINE OF THE ROAD ON TOP OF THE LEVEE. 50 FEET
 AB0108'SW. OF THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD SPUR LINE TO
 AB0108'SOUTH POINT, AND 3.0 FEET E. OF A 4X4 INCH WITNESS POST. AN I.B.C.
 AB0108'DISK SET IN CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0589 ***********************************************************************
 AJ0589  DESIGNATION -  F 778
 AJ0589  PID         -  AJ0589
 AJ0589  STATE/COUNTY-  TX/JIM HOGG
 AJ0589  USGS QUAD   -  ARMSTRONG RANCH (1972)
 AJ0589
 AJ0589                         *CURRENT SURVEY CONTROL
 AJ0589  ___________________________________________________________________
 AJ0589* NAD 83(1986)-  27 09 15.     (N)    098 46 13.     (W)     SCALED    
 AJ0589* NAVD 88     -       198.650  (meters)     651.74   (feet)  ADJUSTED  
 AJ0589  ___________________________________________________________________
 AJ0589  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AJ0589  DYNAMIC HT  -         198.328 (meters)     650.68  (feet)  COMP
 AJ0589  MODELED GRAV-     979,021.5   (mgal)                       NAVD 88
 AJ0589
 AJ0589  VERT ORDER  -  SECOND    CLASS 0
 AJ0589
 AJ0589.The horizontal coordinates were scaled from a topographic map and have
 AJ0589.an estimated accuracy of +/- 6 seconds.
 AJ0589
 AJ0589.The orthometric height was determined by differential leveling
 AJ0589.and adjusted by the National Geodetic Survey in June 1991..
 AJ0589
 AJ0589.The geoid height was determined by GEOID03.
 AJ0589
 AJ0589.The dynamic height is computed by dividing the NAVD 88
 AJ0589.geopotential number by the normal gravity value computed on the
 AJ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0589.degrees latitude (g = 980.6199 gals.).
 AJ0589
 AJ0589.The modeled gravity was interpolated from observed gravity values.
 AJ0589
 AJ0589;                    North         East    Units  Estimated Accuracy
 AJ0589;SPC TX S     - 5,164,830.      273,210.      MT  (+/- 180 meters Scaled)
 AJ0589
 AJ0589                          SUPERSEDED SURVEY CONTROL
 AJ0589
 AJ0589  NGVD 29 (??/??/92)  198.670  (m)          651.80   (f) ADJ UNCH    2 0
 AJ0589
 AJ0589.Superseded values are not recommended for survey control.
 AJ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0589.See file dsdata.txt to determine how the superseded data were derived.
 AJ0589
 AJ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR227035(NAD 83)
 AJ0589_MARKER: DB = BENCH MARK DISK
 AJ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0589_STAMPING: F 778 1943
 AJ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0589+STABILITY: SURFACE MOTION
 AJ0589
 AJ0589  HISTORY     - Date     Condition        Report By
 AJ0589  HISTORY     - 1943     MONUMENTED       CGS
 AJ0589  HISTORY     - 1968     MARK NOT FOUND   NGS
 AJ0589
 AJ0589                          STATION DESCRIPTION
 AJ0589
 AJ0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AJ0589'12.7 MI SW FROM HEBBRONVILLE.
 AJ0589'ABOUT 12.7 MILES SOUTHWEST ALONG THE ZAPATA ROAD (FARM-TO-MARKET ROAD
 AJ0589'496) FROM THE JUNCTION OF STATE HIGHWAY 285 AT HEBBRONVILLE, JIM HOGG
 AJ0589'COUNTY, 36 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 3 FEET NORTH
 AJ0589'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 778 1943
 AJ0589'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 AJ0589'GROUND.  NOTE-- IT IS BELIEVED THE MARK IS COVERED OR HAS BEEN
 AJ0589'DESTROYED.  THE ROAD RIGHT-OF-WAY HAS BEEN WIDENED AND THE ROAD BED
 AJ0589'BUILT UP TO RESURFACE WITH BLACK TOP AT THE SITE OF MARK.  THE ROAD IS
 AJ0589'NOW STATE HIGHWAY 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0641 ***********************************************************************
 AJ0641  DESIGNATION -  F 779
 AJ0641  PID         -  AJ0641
 AJ0641  STATE/COUNTY-  TX/JIM HOGG
 AJ0641  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0641
 AJ0641                         *CURRENT SURVEY CONTROL
 AJ0641  ___________________________________________________________________
 AJ0641* NAD 83(1986)-  27 11 01.     (N)    098 56 04.     (W)     SCALED    
 AJ0641* NAVD 88     -       233.596  (meters)     766.39   (feet)  POSTED    
 AJ0641  ___________________________________________________________________
 AJ0641  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AJ0641  DYNAMIC HT  -         233.220 (meters)     765.16  (feet)  COMP
 AJ0641  MODELED GRAV-     979,025.8   (mgal)                       NAVD 88
 AJ0641
 AJ0641  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0641
 AJ0641.The horizontal coordinates were scaled from a topographic map and have
 AJ0641.an estimated accuracy of +/- 6 seconds.
 AJ0641
 AJ0641.The orthometric height was determined by differential leveling
 AJ0641.and adjusted by the National Geodetic Survey in 1992..
 AJ0641.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0641.rate of 1.1 thru 2.0 mm/km.
 AJ0641
 AJ0641.The geoid height was determined by GEOID03.
 AJ0641
 AJ0641.The dynamic height is computed by dividing the NAVD 88
 AJ0641.geopotential number by the normal gravity value computed on the
 AJ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0641.degrees latitude (g = 980.6199 gals.).
 AJ0641
 AJ0641.The modeled gravity was interpolated from observed gravity values.
 AJ0641
 AJ0641;                    North         East    Units  Estimated Accuracy
 AJ0641;SPC TX S     - 5,168,140.      256,950.      MT  (+/- 180 meters Scaled)
 AJ0641
 AJ0641                          SUPERSEDED SURVEY CONTROL
 AJ0641
 AJ0641  NGVD 29 (??/??/92)  233.621  (m)          766.47   (f) ADJ UNCH    2 0
 AJ0641
 AJ0641.Superseded values are not recommended for survey control.
 AJ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0641.See file dsdata.txt to determine how the superseded data were derived.
 AJ0641
 AJ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR064067(NAD 83)
 AJ0641_MARKER: DB = BENCH MARK DISK
 AJ0641_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0641_SP_SET: LIMESTONE OUTCROP
 AJ0641_STAMPING: F 779 1943
 AJ0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0641+STABILITY: POSITION/ELEVATION WELL
 AJ0641
 AJ0641  HISTORY     - Date     Condition        Report By
 AJ0641  HISTORY     - 1943     MONUMENTED       CGS
 AJ0641
 AJ0641                          STATION DESCRIPTION
 AJ0641
 AJ0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0641'8.4 MI NW FROM PETROLEUM.
 AJ0641'TO REACH FROM THE PETROLEUM X-ROADS, PROCEED WESTERLY ON GRADED ROAD,
 AJ0641'GO 0.4 MILE.  TURN NORTHERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE, AND
 AJ0641'GO 8.0 MILES TO A CATTLEGUARD AND WINDMILL AND SITE OF BENCH MARK.
 AJ0641'BENCH MARK IS SET HORIZONTALLY IN TOP OF A LIMESTONE OUTCROP.  IT IS
 AJ0641'ON THE NORTH EDGE OF A SMALL STEEP HILL.  ABOUT 1.6 MILES SOUTH OF
 AJ0641'THOMPSONVILLE.  ABOUT 192 FEET NORTH OF A CATTLEGUARD AND ABOUT THE
 AJ0641'SAME DISTANCE NORTHEAST OF THE WINDMILL.  36 FEET EAST OF AND ABOUT
 AJ0641'2.0 FEET ABOVE THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0025 ***********************************************************************
 BO0025  DESIGNATION -  F 78
 BO0025  PID         -  BO0025
 BO0025  STATE/COUNTY-  TX/EDWARDS
 BO0025  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0025
 BO0025                         *CURRENT SURVEY CONTROL
 BO0025  ___________________________________________________________________
 BO0025* NAD 83(1986)-  30 11 32.     (N)    100 05 44.     (W)     SCALED    
 BO0025* NAVD 88     -       665.151  (meters)    2182.25   (feet)  ADJUSTED  
 BO0025  ___________________________________________________________________
 BO0025  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0025  DYNAMIC HT  -         664.177 (meters)    2179.05  (feet)  COMP
 BO0025  MODELED GRAV-     979,155.5   (mgal)                       NAVD 88
 BO0025
 BO0025  VERT ORDER  -  FIRST     CLASS II
 BO0025
 BO0025.The horizontal coordinates were scaled from a topographic map and have
 BO0025.an estimated accuracy of +/- 6 seconds.
 BO0025
 BO0025.The orthometric height was determined by differential leveling
 BO0025.and adjusted by the National Geodetic Survey in June 1991..
 BO0025
 BO0025.The geoid height was determined by GEOID03.
 BO0025
 BO0025.The dynamic height is computed by dividing the NAVD 88
 BO0025.geopotential number by the normal gravity value computed on the
 BO0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0025.degrees latitude (g = 980.6199 gals.).
 BO0025
 BO0025.The modeled gravity was interpolated from observed gravity values.
 BO0025
 BO0025;                    North         East    Units  Estimated Accuracy
 BO0025;SPC TXSC     - 4,261,930.      494,500.      MT  (+/- 180 meters Scaled)
 BO0025
 BO0025                          SUPERSEDED SURVEY CONTROL
 BO0025
 BO0025  NGVD 29 (??/??/92)  665.106  (m)         2182.10   (f) ADJ UNCH    1 2
 BO0025
 BO0025.Superseded values are not recommended for survey control.
 BO0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0025.See file dsdata.txt to determine how the superseded data were derived.
 BO0025
 BO0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU945405(NAD 83)
 BO0025_MARKER: DB = BENCH MARK DISK
 BO0025_SETTING: 66 = SET IN ROCK OUTCROP
 BO0025_SP_SET: OUTCROP
 BO0025_STAMPING: 2182.102 F 78 1931
 BO0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0025+STABILITY: POSITION/ELEVATION WELL
 BO0025
 BO0025  HISTORY     - Date     Condition        Report By
 BO0025  HISTORY     - 1931     MONUMENTED       CGS
 BO0025  HISTORY     - 1971     GOOD             USGS
 BO0025
 BO0025                          STATION DESCRIPTION
 BO0025
 BO0025'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0025'14.7 MI S FROM ROCK SPRINGS.
 BO0025'FROM THE JUNCTION OF HIGHWAYS U.S. 377 AND TEX. 55 AT ROCKSPRINGS EAST
 BO0025'SIDE PROCEED NORTH ALONG U.S. 377 FOR 1.9 MILES TO JCT. RANCH ROAD
 BO0025'2630, THENCE LEFT ALONG RANCH ROAD 5.3 MILES TO END OF PAVEMENT,
 BO0025'CONTINUE ON GRAVEL ROAD 7.5 MILES TO BM ON LEFT ON CURVE AT TOP OF
 BO0025'HILL.  BM IS 1.0 FEET SOUTH OF NORTH ROW FENCE AND 48 FEET EAST OF A
 BO0025'CORNER OR BEND IN THE FENCE.  A STANDARD TABLET SET IN A FLAT ROCK
 BO0025'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0676 ***********************************************************************
 AJ0676  DESIGNATION -  F 780
 AJ0676  PID         -  AJ0676
 AJ0676  STATE/COUNTY-  TX/JIM HOGG
 AJ0676  USGS QUAD   -  BRUNI SE (1972)
 AJ0676
 AJ0676                         *CURRENT SURVEY CONTROL
 AJ0676  ___________________________________________________________________
 AJ0676* NAD 83(1986)-  27 15 32.     (N)    098 45 05.     (W)     SCALED    
 AJ0676* NAVD 88     -       198.478  (meters)     651.17   (feet)  POSTED    
 AJ0676  ___________________________________________________________________
 AJ0676  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AJ0676  DYNAMIC HT  -         198.160 (meters)     650.13  (feet)  COMP
 AJ0676  MODELED GRAV-     979,029.5   (mgal)                       NAVD 88
 AJ0676
 AJ0676  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0676
 AJ0676.The horizontal coordinates were scaled from a topographic map and have
 AJ0676.an estimated accuracy of +/- 6 seconds.
 AJ0676
 AJ0676.The orthometric height was determined by differential leveling
 AJ0676.and adjusted by the National Geodetic Survey in 1992..
 AJ0676.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0676.rate of 0.0 thru 1.0 mm/km.
 AJ0676
 AJ0676.The geoid height was determined by GEOID03.
 AJ0676
 AJ0676.The dynamic height is computed by dividing the NAVD 88
 AJ0676.geopotential number by the normal gravity value computed on the
 AJ0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0676.degrees latitude (g = 980.6199 gals.).
 AJ0676
 AJ0676.The modeled gravity was interpolated from observed gravity values.
 AJ0676
 AJ0676;                    North         East    Units  Estimated Accuracy
 AJ0676;SPC TX S     - 5,176,430.      275,110.      MT  (+/- 180 meters Scaled)
 AJ0676
 AJ0676                          SUPERSEDED SURVEY CONTROL
 AJ0676
 AJ0676  NGVD 29 (??/??/92)  198.503  (m)          651.26   (f) ADJ UNCH    2 0
 AJ0676
 AJ0676.Superseded values are not recommended for survey control.
 AJ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0676.See file dsdata.txt to determine how the superseded data were derived.
 AJ0676
 AJ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR246151(NAD 83)
 AJ0676_MARKER: DB = BENCH MARK DISK
 AJ0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0676_STAMPING: F 780 1943
 AJ0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0676+STABILITY: SURFACE MOTION
 AJ0676
 AJ0676  HISTORY     - Date     Condition        Report By
 AJ0676  HISTORY     - 1943     MONUMENTED       CGS
 AJ0676  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0676
 AJ0676                          STATION DESCRIPTION
 AJ0676
 AJ0676'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0676'2.2 MI SW FROM HEBBRONVILLE.
 AJ0676'2.2 MILES SOUTHWEST ALONG THE ZAPATA ROAD (STATE HIGHWAY 16) FROM THE
 AJ0676'JCT. OF STATE HIGHWAY 285 AT HEBBRONVILLE, JIM HOGG CO.  THENCE ABOUT
 AJ0676'4.5 MILES WEST AND SOUTH ON FARM ROAD 3073 TO A PIPELINE CROSSING ON A
 AJ0676'LARGE ROUNDING CURVE.  THE MARK IS ABOUT 680 NORTH OF THE CENTERLINE
 AJ0676'OF THE ROAD AT THE PIPELINE CROSSING.  ON THE OUTSIDE OF A CURVE ON
 AJ0676'THE OLD ABD. ROAD.  A STANDARD DISK STAMPED F 780 1943 AND SET IN THE
 AJ0676'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0556 ***********************************************************************
 AJ0556  DESIGNATION -  F 781
 AJ0556  PID         -  AJ0556
 AJ0556  STATE/COUNTY-  TX/JIM HOGG
 AJ0556  USGS QUAD   -  ALTA VISTA RANCH SW (1972)
 AJ0556
 AJ0556                         *CURRENT SURVEY CONTROL
 AJ0556  ___________________________________________________________________
 AJ0556* NAD 83(1986)-  27 01 22.     (N)    098 42 51.     (W)     SCALED    
 AJ0556* NAVD 88     -       163.414  (meters)     536.13   (feet)  ADJUSTED  
 AJ0556  ___________________________________________________________________
 AJ0556  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AJ0556  DYNAMIC HT  -         163.148 (meters)     535.26  (feet)  COMP
 AJ0556  MODELED GRAV-     979,016.3   (mgal)                       NAVD 88
 AJ0556
 AJ0556  VERT ORDER  -  SECOND    CLASS 0
 AJ0556
 AJ0556.The horizontal coordinates were scaled from a topographic map and have
 AJ0556.an estimated accuracy of +/- 6 seconds.
 AJ0556
 AJ0556.The orthometric height was determined by differential leveling
 AJ0556.and adjusted by the National Geodetic Survey in June 1991..
 AJ0556
 AJ0556.The geoid height was determined by GEOID03.
 AJ0556
 AJ0556.The dynamic height is computed by dividing the NAVD 88
 AJ0556.geopotential number by the normal gravity value computed on the
 AJ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0556.degrees latitude (g = 980.6199 gals.).
 AJ0556
 AJ0556.The modeled gravity was interpolated from observed gravity values.
 AJ0556
 AJ0556;                    North         East    Units  Estimated Accuracy
 AJ0556;SPC TX S     - 5,150,260.      278,750.      MT  (+/- 180 meters Scaled)
 AJ0556
 AJ0556                          SUPERSEDED SURVEY CONTROL
 AJ0556
 AJ0556  NGVD 29 (??/??/92)  163.450  (m)          536.25   (f) ADJ UNCH    2 0
 AJ0556
 AJ0556.Superseded values are not recommended for survey control.
 AJ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0556.See file dsdata.txt to determine how the superseded data were derived.
 AJ0556
 AJ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ283889(NAD 83)
 AJ0556_MARKER: DB = BENCH MARK DISK
 AJ0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0556_STAMPING: F 781 1943
 AJ0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0556+STABILITY: SURFACE MOTION
 AJ0556
 AJ0556  HISTORY     - Date     Condition        Report By
 AJ0556  HISTORY     - 1943     MONUMENTED       CGS
 AJ0556
 AJ0556                          STATION DESCRIPTION
 AJ0556
 AJ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0556'4.7 MI E FROM SAN PABLO RANCH.
 AJ0556'TO REACH FROM THE SAN PABLO RANCH HEADQUARTERS, PROCEED SOUTHEASTERLY
 AJ0556'ON TRACK ROAD TO THE PALANGANA RANCH, GO 1.9 MILES TO ROAD FORK. TAKE
 AJ0556'LEFT FORK AND CONTINUE EASTERLY 2.4 MILES TO ROAD FORK.  TAKE LEFT
 AJ0556'FORK AND CONTINUE EASTERLY 0.4 MILES TO SITE OF BENCH MARK. BENCH MARK
 AJ0556'IS AT THE WEST EDGE OF A MESQUITE THICKET.  15 FEET SOUTH OF AND ABOUT
 AJ0556'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  AND 3.0 FEET WEST
 AJ0556'OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0534 ***********************************************************************
 AJ0534  DESIGNATION -  F 782
 AJ0534  PID         -  AJ0534
 AJ0534  STATE/COUNTY-  TX/JIM HOGG
 AJ0534  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0534
 AJ0534                         *CURRENT SURVEY CONTROL
 AJ0534  ___________________________________________________________________
 AJ0534* NAD 83(1986)-  27 08 19.     (N)    098 35 25.     (W)     SCALED    
 AJ0534* NAVD 88     -       143.161  (meters)     469.69   (feet)  ADJUSTED  
 AJ0534  ___________________________________________________________________
 AJ0534  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AJ0534  DYNAMIC HT  -         142.931 (meters)     468.93  (feet)  COMP
 AJ0534  MODELED GRAV-     979,039.4   (mgal)                       NAVD 88
 AJ0534
 AJ0534  VERT ORDER  -  SECOND    CLASS 0
 AJ0534
 AJ0534.The horizontal coordinates were scaled from a topographic map and have
 AJ0534.an estimated accuracy of +/- 6 seconds.
 AJ0534
 AJ0534.The orthometric height was determined by differential leveling
 AJ0534.and adjusted by the National Geodetic Survey in June 1991..
 AJ0534
 AJ0534.The geoid height was determined by GEOID03.
 AJ0534
 AJ0534.The dynamic height is computed by dividing the NAVD 88
 AJ0534.geopotential number by the normal gravity value computed on the
 AJ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0534.degrees latitude (g = 980.6199 gals.).
 AJ0534
 AJ0534.The modeled gravity was interpolated from observed gravity values.
 AJ0534
 AJ0534;                    North         East    Units  Estimated Accuracy
 AJ0534;SPC TX S     - 5,163,080.      291,050.      MT  (+/- 180 meters Scaled)
 AJ0534
 AJ0534                          SUPERSEDED SURVEY CONTROL
 AJ0534
 AJ0534  NGVD 29 (??/??/92)  143.191  (m)          469.79   (f) ADJ UNCH    2 0
 AJ0534
 AJ0534.Superseded values are not recommended for survey control.
 AJ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0534.See file dsdata.txt to determine how the superseded data were derived.
 AJ0534
 AJ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR406018(NAD 83)
 AJ0534_MARKER: DB = BENCH MARK DISK
 AJ0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0534_STAMPING: F 782 1943
 AJ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0534+STABILITY: SURFACE MOTION
 AJ0534
 AJ0534  HISTORY     - Date     Condition        Report By
 AJ0534  HISTORY     - 1943     MONUMENTED       CGS
 AJ0534
 AJ0534                          STATION DESCRIPTION
 AJ0534
 AJ0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0534'14.0 MI SE FROM HEBBRONVILLE.
 AJ0534'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0534'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 1.2
 AJ0534'MILES.  TURN SOUTHEASTERLY (RIGHT) ONTO THE ROAD TO AGUA NUEVA AND GO
 AJ0534'12.8 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE SOUTH
 AJ0534'OF A CATTLEGUARD ACROSS THE ROAD.  24 FEET WEST OF AND ABOUT THE SAME
 AJ0534'ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET SOUTH OF A 4 BY 4
 AJ0534'INCH WOODEN MARKER POST.  AND 2.0 FEET NORTHEAST OF A LARGE FENCE POST
 AJ0534'WITH GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0611 ***********************************************************************
 AJ0611  DESIGNATION -  F 783
 AJ0611  PID         -  AJ0611
 AJ0611  STATE/COUNTY-  TX/JIM HOGG
 AJ0611  USGS QUAD   -  SAN PABLO RANCH (1972)
 AJ0611
 AJ0611                         *CURRENT SURVEY CONTROL
 AJ0611  ___________________________________________________________________
 AJ0611* NAD 83(1986)-  27 03 14.     (N)    098 49 25.     (W)     SCALED    
 AJ0611* NAVD 88     -       215.625  (meters)     707.43   (feet)  ADJUSTED  
 AJ0611  ___________________________________________________________________
 AJ0611  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AJ0611  DYNAMIC HT  -         215.273 (meters)     706.27  (feet)  COMP
 AJ0611  MODELED GRAV-     979,009.9   (mgal)                       NAVD 88
 AJ0611
 AJ0611  VERT ORDER  -  SECOND    CLASS 0
 AJ0611
 AJ0611.The horizontal coordinates were scaled from a topographic map and have
 AJ0611.an estimated accuracy of +/- 6 seconds.
 AJ0611
 AJ0611.The orthometric height was determined by differential leveling
 AJ0611.and adjusted by the National Geodetic Survey in June 1991..
 AJ0611
 AJ0611.The geoid height was determined by GEOID03.
 AJ0611
 AJ0611.The dynamic height is computed by dividing the NAVD 88
 AJ0611.geopotential number by the normal gravity value computed on the
 AJ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0611.degrees latitude (g = 980.6199 gals.).
 AJ0611
 AJ0611.The modeled gravity was interpolated from observed gravity values.
 AJ0611
 AJ0611;                    North         East    Units  Estimated Accuracy
 AJ0611;SPC TX S     - 5,153,730.      267,900.      MT  (+/- 180 meters Scaled)
 AJ0611
 AJ0611                          SUPERSEDED SURVEY CONTROL
 AJ0611
 AJ0611  NGVD 29 (??/??/92)  215.637  (m)          707.47   (f) ADJ UNCH    2 0
 AJ0611
 AJ0611.Superseded values are not recommended for survey control.
 AJ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0611.See file dsdata.txt to determine how the superseded data were derived.
 AJ0611
 AJ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ174924(NAD 83)
 AJ0611_MARKER: DB = BENCH MARK DISK
 AJ0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0611_STAMPING: F 783 1943
 AJ0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0611+STABILITY: SURFACE MOTION
 AJ0611
 AJ0611  HISTORY     - Date     Condition        Report By
 AJ0611  HISTORY     - 1943     MONUMENTED       CGS
 AJ0611
 AJ0611                          STATION DESCRIPTION
 AJ0611
 AJ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0611'4.8 MI SE FROM RANDADO.
 AJ0611'TO REACH FROM THE SCHOOL AT RANDADO, PROCEED EASTERLY ON THE ROAD TO
 AJ0611'HEBBRONVILLE, GO 3.8 MILES TO A SHARP TURN TO THE NORTH.  TURN
 AJ0611'SOUTHERLY (RIGHT) ONTO THE ROAD TO THE T. T. EAST RANCH AND GO 1.0
 AJ0611'MILE TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF A
 AJ0611'GATE IN THE NORTH-SOUTH FENCE.  17 FEET EAST OF AND ABOUT THE SAME
 AJ0611'ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET NORTH OF A 4 BY 4
 AJ0611'INCH WOODEN MARKER POST.  AND 1.0 FOOT WEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1318 ***********************************************************************
 AX1318  DESIGNATION -  F 784
 AX1318  PID         -  AX1318
 AX1318  STATE/COUNTY-  TX/BASTROP
 AX1318  USGS QUAD   -  ROSANKY (1981)
 AX1318
 AX1318                         *CURRENT SURVEY CONTROL
 AX1318  ___________________________________________________________________
 AX1318* NAD 83(1986)-  29 55 41.     (N)    097 18 28.     (W)     SCALED    
 AX1318* NAVD 88     -       142.03   (+/-2cm)     466.0    (feet)  VERTCON   
 AX1318  ___________________________________________________________________
 AX1318  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AX1318
 AX1318  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1318
 AX1318.The horizontal coordinates were scaled from a topographic map and have
 AX1318.an estimated accuracy of +/- 6 seconds.
 AX1318
 AX1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1318.The vertical order pertains to the NGVD 29 superseded value.
 AX1318
 AX1318.The geoid height was determined by GEOID03.
 AX1318
 AX1318;                    North         East    Units  Estimated Accuracy
 AX1318;SPC TX C     - 3,032,950.      992,120.      MT  (+/- 180 meters Scaled)
 AX1318
 AX1318                          SUPERSEDED SURVEY CONTROL
 AX1318
 AX1318  NGVD 29 (??/??/92)  141.970  (m)          465.78   (f) ADJ UNCH    1 2
 AX1318
 AX1318.Superseded values are not recommended for survey control.
 AX1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1318.See file dsdata.txt to determine how the superseded data were derived.
 AX1318
 AX1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU633120(NAD 83)
 AX1318_MARKER: DB = BENCH MARK DISK
 AX1318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1318_SP_SET: CULVERT
 AX1318_STAMPING: F 784 1943
 AX1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1318
 AX1318  HISTORY     - Date     Condition        Report By
 AX1318  HISTORY     - 1943     MONUMENTED       CGS
 AX1318
 AX1318                          STATION DESCRIPTION
 AX1318
 AX1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1318'0.9 MI W FROM ROSANKY.
 AX1318'0.9 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1318'STATION AT ROSANKY, BASTROP COUNTY, 0.2 MILE EAST OF A ROAD CROSSING,
 AX1318'AT A CONCRETE CULVERT, IN THE TOP OF THE EAST END OF THE NORTH
 AX1318'HEADWALL, 15 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3
 AX1318'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 784 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2126 ***********************************************************************
 AX2126  DESIGNATION -  F 785
 AX2126  PID         -  AX2126
 AX2126  STATE/COUNTY-  TX/CALDWELL
 AX2126  USGS QUAD   -  DALE (1981)
 AX2126
 AX2126                         *CURRENT SURVEY CONTROL
 AX2126  ___________________________________________________________________
 AX2126* NAD 83(1986)-  29 54 28.     (N)    097 37 02.     (W)     SCALED    
 AX2126* NAVD 88     -       138.67   (+/-2cm)     455.0    (feet)  VERTCON   
 AX2126  ___________________________________________________________________
 AX2126  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2126
 AX2126  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2126
 AX2126.The horizontal coordinates were scaled from a topographic map and have
 AX2126.an estimated accuracy of +/- 6 seconds.
 AX2126
 AX2126.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2126.The vertical order pertains to the NGVD 29 superseded value.
 AX2126
 AX2126.The geoid height was determined by GEOID03.
 AX2126
 AX2126;                    North         East    Units  Estimated Accuracy
 AX2126;SPC TXSC     - 4,230,700.      733,530.      MT  (+/- 180 meters Scaled)
 AX2126
 AX2126                          SUPERSEDED SURVEY CONTROL
 AX2126
 AX2126  NGVD 29 (??/??/92)  138.596  (m)          454.71   (f) ADJ UNCH    1 2
 AX2126
 AX2126.Superseded values are not recommended for survey control.
 AX2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2126.See file dsdata.txt to determine how the superseded data were derived.
 AX2126
 AX2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU334093(NAD 83)
 AX2126_MARKER: DB = BENCH MARK DISK
 AX2126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2126_SP_SET: CULVERT
 AX2126_STAMPING: F 785 1943
 AX2126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2126
 AX2126  HISTORY     - Date     Condition        Report By
 AX2126  HISTORY     - 1943     MONUMENTED       CGS
 AX2126
 AX2126                          STATION DESCRIPTION
 AX2126
 AX2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2126'3.4 MI W FROM DALE.
 AX2126'3.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2126'STATION AT DALE, 0.3 MILE WEST OF MILEPOST 32, AT A CONCRETE CULVERT,
 AX2126'IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, 18 FEET NORTH OF THE
 AX2126'CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD
 AX2126'DISK, STAMPED F 785 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2155 ***********************************************************************
 AX2155  DESIGNATION -  F 786
 AX2155  PID         -  AX2155
 AX2155  STATE/COUNTY-  TX/HAYS
 AX2155  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX2155
 AX2155                         *CURRENT SURVEY CONTROL
 AX2155  ___________________________________________________________________
 AX2155* NAD 83(1986)-  29 52 48.     (N)    097 56 02.     (W)     SCALED    
 AX2155* NAVD 88     -       174.81   (+/-2cm)     573.5    (feet)  VERTCON   
 AX2155  ___________________________________________________________________
 AX2155  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AX2155
 AX2155  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2155
 AX2155.The horizontal coordinates were scaled from a topographic map and have
 AX2155.an estimated accuracy of +/- 6 seconds.
 AX2155
 AX2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2155.The vertical order pertains to the NGVD 29 superseded value.
 AX2155
 AX2155.The geoid height was determined by GEOID03.
 AX2155
 AX2155;                    North         East    Units  Estimated Accuracy
 AX2155;SPC TXSC     - 4,227,300.      702,980.      MT  (+/- 180 meters Scaled)
 AX2155
 AX2155                          SUPERSEDED SURVEY CONTROL
 AX2155
 AX2155  NGVD 29 (??/??/92)  174.722  (m)          573.23   (f) ADJ UNCH    1 2
 AX2155
 AX2155.Superseded values are not recommended for survey control.
 AX2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2155.See file dsdata.txt to determine how the superseded data were derived.
 AX2155
 AX2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU029059(NAD 83)
 AX2155_MARKER: DB = BENCH MARK DISK
 AX2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2155_STAMPING: F 786 1943
 AX2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2155+STABILITY: SURFACE MOTION
 AX2155
 AX2155  HISTORY     - Date     Condition        Report By
 AX2155  HISTORY     - 1943     MONUMENTED       CGS
 AX2155  HISTORY     - 1959     GOOD             NGS
 AX2155  HISTORY     - 1980     MARK NOT FOUND   NGS
 AX2155  HISTORY     - 19880309 MARK NOT FOUND   USPSQD
 AX2155  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2155  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2155
 AX2155                          STATION DESCRIPTION
 AX2155
 AX2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2155'IN SAN MARCOS.
 AX2155'0.5 MILE NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2155'STATION AT SAN MARCOS, ABOUT 130 FEET SOUTHWEST OF THE SOUTHWEST END
 AX2155'OF A BRIDGE, 3 FEET SOUTHWEST OF THE SECOND POLE NORTHEAST OF MILEPOST
 AX2155'986, 32 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 3 FEET NORTH OF
 AX2155'A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE TRACK. A
 AX2155'STANDARD DISK, STAMPED F 786 1943 AND SET IN THE TOP OF A CONCRETE
 AX2155'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2155
 AX2155                          STATION RECOVERY (1980)
 AX2155
 AX2155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX2155'SEARCHED FOR, NOT RECOVERED.
 AX2155
 AX2155                          STATION RECOVERY (1988)
 AX2155
 AX2155'RECOVERY NOTE BY US POWER SQUADRON 1988 (RGB)
 AX2155'MARK NOT FOUND.
 AX2155
 AX2155                          STATION RECOVERY (1993)
 AX2155
 AX2155'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2155'MARK NOT FOUND.
 AX2155
 AX2155                          STATION RECOVERY (1999)
 AX2155
 AX2155'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2248 ***********************************************************************
 AX2248  DESIGNATION -  F 788
 AX2248  PID         -  AX2248
 AX2248  STATE/COUNTY-  TX/GUADALUPE
 AX2248  USGS QUAD   -  KINGSBURY (1994)
 AX2248
 AX2248                         *CURRENT SURVEY CONTROL
 AX2248  ___________________________________________________________________
 AX2248* NAD 83(1986)-  29 43 26.     (N)    097 47 58.     (W)     SCALED    
 AX2248* NAVD 88     -       131.51   (+/-2cm)     431.5    (feet)  VERTCON   
 AX2248  ___________________________________________________________________
 AX2248  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AX2248
 AX2248  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2248
 AX2248.The horizontal coordinates were scaled from a topographic map and have
 AX2248.an estimated accuracy of +/- 6 seconds.
 AX2248
 AX2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2248.The vertical order pertains to the NGVD 29 superseded value.
 AX2248
 AX2248.The geoid height was determined by GEOID03.
 AX2248
 AX2248;                    North         East    Units  Estimated Accuracy
 AX2248;SPC TXSC     - 4,210,120.      716,140.      MT  (+/- 180 meters Scaled)
 AX2248
 AX2248                          SUPERSEDED SURVEY CONTROL
 AX2248
 AX2248  NGVD 29 (??/??/92)  131.446  (m)          431.25   (f) ADJ UNCH    2 0
 AX2248
 AX2248.Superseded values are not recommended for survey control.
 AX2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2248.See file dsdata.txt to determine how the superseded data were derived.
 AX2248
 AX2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT161887(NAD 83)
 AX2248_MARKER: DB = BENCH MARK DISK
 AX2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2248_STAMPING: F 788 1943
 AX2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2248+STABILITY: SURFACE MOTION
 AX2248
 AX2248  HISTORY     - Date     Condition        Report By
 AX2248  HISTORY     - 1943     MONUMENTED       CGS
 AX2248  HISTORY     - 1959     GOOD             DOD
 AX2248  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX2248  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2248  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2248  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2248
 AX2248                          STATION DESCRIPTION
 AX2248
 AX2248'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2248'4.9 MI SE FROM STAPLES.
 AX2248'4.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE TOWN WATER TANK AT
 AX2248'STAPLES, GUADALUPE COUNTY, THENCE 0.9 MILE SOUTH.  ACROSS THE ROAD
 AX2248'FROM A SMALL HOUSE, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1
 AX2248'FOOT WEST OF A DIVISION FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AX2248'POST, AND LEVEL WITH THE ROAD.  NOTE-- THE MARK IS 38 FEET NORTH OF
 AX2248'THE NORTHWEST CORNER OF A SMALL BUILDING, AND 10 FEET NORTHWEST OF THE
 AX2248'CENTERLINE OF THE FARM ROAD TO THE SOUTHWEST.
 AX2248
 AX2248                          STATION RECOVERY (1964)
 AX2248
 AX2248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX2248'MARK NOT FOUND.
 AX2248
 AX2248                          STATION RECOVERY (1988)
 AX2248
 AX2248'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2248'MARK NOT FOUND.
 AX2248
 AX2248                          STATION RECOVERY (1993)
 AX2248
 AX2248'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2248'MARK NOT FOUND.
 AX2248
 AX2248                          STATION RECOVERY (1999)
 AX2248
 AX2248'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2194 ***********************************************************************
 AX2194  DESIGNATION -  F 789
 AX2194  PID         -  AX2194
 AX2194  STATE/COUNTY-  TX/CALDWELL
 AX2194  USGS QUAD   -  MC MAHAN (1981)
 AX2194
 AX2194                         *CURRENT SURVEY CONTROL
 AX2194  ___________________________________________________________________
 AX2194* NAD 83(1986)-  29 48 11.     (N)    097 37 02.     (W)     SCALED    
 AX2194* NAVD 88     -       142.65   (+/-2cm)     468.0    (feet)  VERTCON   
 AX2194  ___________________________________________________________________
 AX2194  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2194
 AX2194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2194
 AX2194.The horizontal coordinates were scaled from a topographic map and have
 AX2194.an estimated accuracy of +/- 6 seconds.
 AX2194
 AX2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2194.The vertical order pertains to the NGVD 29 superseded value.
 AX2194
 AX2194.The geoid height was determined by GEOID03.
 AX2194
 AX2194;                    North         East    Units  Estimated Accuracy
 AX2194;SPC TXSC     - 4,219,090.      733,670.      MT  (+/- 180 meters Scaled)
 AX2194
 AX2194                          SUPERSEDED SURVEY CONTROL
 AX2194
 AX2194  NGVD 29 (??/??/92)  142.583  (m)          467.79   (f) ADJ UNCH    2 0
 AX2194
 AX2194.Superseded values are not recommended for survey control.
 AX2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2194.See file dsdata.txt to determine how the superseded data were derived.
 AX2194
 AX2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT336977(NAD 83)
 AX2194_MARKER: DB = BENCH MARK DISK
 AX2194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2194_SP_SET: CULVERT
 AX2194_STAMPING: F 789 1943
 AX2194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2194+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2194
 AX2194  HISTORY     - Date     Condition        Report By
 AX2194  HISTORY     - 1943     MONUMENTED       CGS
 AX2194  HISTORY     - 1959     GOOD             NGS
 AX2194  HISTORY     - 1990     GOOD             USPSQD
 AX2194  HISTORY     - 19930808 GOOD             USPSQD
 AX2194  HISTORY     - 19990925 GOOD             USPSQD
 AX2194  HISTORY     - 20060429 GOOD             USPSQD
 AX2194
 AX2194                          STATION DESCRIPTION
 AX2194
 AX2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2194'5.8 MI NE FROM JOLIET.
 AX2194'5.8 MILES NORTHEAST OF JOLIET, CALDWELL COUNTY.  THIS BENCH MARK MAY
 AX2194'BE REACHED FROM THE GRADE SCHOOL BY GOING 0.5 MILE NORTH ALONG STATE
 AX2194'HIGHWAY 29, TURN RIGHT AND GO 1.4 MILES NORTHEAST ALONG A GRADED DIRT
 AX2194'ROAD, TURN RIGHT AND GO 0.2 MILE SOUTH, TURN LEFT AND GO 2.8 MILES
 AX2194'NORTHEAST TO THE INTERSECTION OF A PAVED ROAD, AND TURN RIGHT AND GO
 AX2194'0.9 MILE SOUTH ALONG THE PAVED ROAD.  IT IS AT A LARGE CONCRETE
 AX2194'CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST WING WALL,
 AX2194'12 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND ABOUT 1
 AX2194'FOOT LOWER THAN THE ROAD.  NOTE-- THE MARK IS 78 FEET NORTH-NORTHWEST
 AX2194'OF THE CENTERLINE OF THE HIGHWAY CURVE AT THE CULVERT, 137 FEET
 AX2194'EAST-NORTHEAST OF THE WEST TIP OF GRASS, AND 67 FEET SOUTHEAST OF THE
 AX2194'SOUTH EDGE OF A LONE TREE.
 AX2194
 AX2194                          STATION RECOVERY (1990)
 AX2194
 AX2194'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2194'RECOVERED IN GOOD CONDITION.
 AX2194
 AX2194                          STATION RECOVERY (1993)
 AX2194
 AX2194'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2194'RECOVERED IN GOOD CONDITION.
 AX2194
 AX2194                          STATION RECOVERY (1999)
 AX2194
 AX2194'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2194'RECOVERED IN GOOD CONDITION.
 AX2194
 AX2194                          STATION RECOVERY (2006)
 AX2194
 AX2194'RECOVERY NOTE BY US POWER SQUADRON 2006 (CS)
 AX2194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0194 ***********************************************************************
 AZ0194  DESIGNATION -  F 79
 AZ0194  PID         -  AZ0194
 AZ0194  STATE/COUNTY-  TX/EDWARDS
 AZ0194  USGS QUAD   -  CARTA VALLEY SE (1978)
 AZ0194
 AZ0194                         *CURRENT SURVEY CONTROL
 AZ0194  ___________________________________________________________________
 AZ0194* NAD 83(1986)-  29 49 16.     (N)    100 33 56.     (W)     SCALED    
 AZ0194* NAVD 88     -       680.192  (meters)    2231.60   (feet)  ADJUSTED  
 AZ0194  ___________________________________________________________________
 AZ0194  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 AZ0194  DYNAMIC HT  -         679.178 (meters)    2228.27  (feet)  COMP
 AZ0194  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 AZ0194
 AZ0194  VERT ORDER  -  FIRST     CLASS II
 AZ0194
 AZ0194.The horizontal coordinates were scaled from a topographic map and have
 AZ0194.an estimated accuracy of +/- 6 seconds.
 AZ0194
 AZ0194.The orthometric height was determined by differential leveling
 AZ0194.and adjusted by the National Geodetic Survey in June 1991..
 AZ0194
 AZ0194.The geoid height was determined by GEOID03.
 AZ0194
 AZ0194.The dynamic height is computed by dividing the NAVD 88
 AZ0194.geopotential number by the normal gravity value computed on the
 AZ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0194.degrees latitude (g = 980.6199 gals.).
 AZ0194
 AZ0194.The modeled gravity was interpolated from observed gravity values.
 AZ0194
 AZ0194;                    North         East    Units  Estimated Accuracy
 AZ0194;SPC TXSC     - 4,221,310.      448,700.      MT  (+/- 180 meters Scaled)
 AZ0194
 AZ0194                          SUPERSEDED SURVEY CONTROL
 AZ0194
 AZ0194  NGVD 29 (??/??/92)  680.121  (m)         2231.36   (f) ADJ UNCH    1 2
 AZ0194
 AZ0194.Superseded values are not recommended for survey control.
 AZ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0194.See file dsdata.txt to determine how the superseded data were derived.
 AZ0194
 AZ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT487999(NAD 83)
 AZ0194_MARKER: DB = BENCH MARK DISK
 AZ0194_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0194_SP_SET: LEDGE
 AZ0194_STAMPING: 2231.364 F 79 1931
 AZ0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0194+STABILITY: POSITION/ELEVATION WELL
 AZ0194
 AZ0194  HISTORY     - Date     Condition        Report By
 AZ0194  HISTORY     - 1931     MONUMENTED       CGS
 AZ0194  HISTORY     - 1975     MARK NOT FOUND   USGS
 AZ0194  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0194
 AZ0194                          STATION DESCRIPTION
 AZ0194
 AZ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AZ0194'7.5 MI NE FROM CARTA VALLEY.
 AZ0194'7.5 MILES NORTHEAST ALONG STATE HIGHWAY 41 FROM CARTA VALLEY, EDWARDS
 AZ0194'COUNTY, ON THE SIDE OF A HILL WITH A GRADUAL RISE, 450 FEET EAST OF A
 AZ0194'CATTLE GUARD AND A ROAD LEADING TO THE BUCK BISHOP HOUSE, 20 FEET
 AZ0194'NORTH OF THE HIGHWAY, 10 FEET OUTSIDE THE FENCE, AND IN A ROCK LEDGE.
 AZ0194'A STANDARD DISK, STAMPED 2231.364 F 79 1931.
 AZ0194
 AZ0194                          STATION RECOVERY (1975)
 AZ0194
 AZ0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AZ0194'MARK NOT FOUND.
 AZ0194
 AZ0194                          STATION RECOVERY (1981)
 AZ0194
 AZ0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1528 ***********************************************************************
 AX1528  DESIGNATION -  F 790
 AX1528  PID         -  AX1528
 AX1528  STATE/COUNTY-  TX/CALDWELL
 AX1528  USGS QUAD   -  DELHI (1981)
 AX1528
 AX1528                         *CURRENT SURVEY CONTROL
 AX1528  ___________________________________________________________________
 AX1528* NAD 83(1986)-  29 51 29.     (N)    097 29 22.     (W)     SCALED    
 AX1528* NAVD 88     -       162.18   (+/-2cm)     532.1    (feet)  VERTCON   
 AX1528  ___________________________________________________________________
 AX1528  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX1528
 AX1528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1528
 AX1528.The horizontal coordinates were scaled from a topographic map and have
 AX1528.an estimated accuracy of +/- 6 seconds.
 AX1528
 AX1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1528.The vertical order pertains to the NGVD 29 superseded value.
 AX1528
 AX1528.The geoid height was determined by GEOID03.
 AX1528
 AX1528;                    North         East    Units  Estimated Accuracy
 AX1528;SPC TXSC     - 4,225,340.      745,940.      MT  (+/- 180 meters Scaled)
 AX1528
 AX1528                          SUPERSEDED SURVEY CONTROL
 AX1528
 AX1528  NGVD 29 (??/??/92)  162.11   (m)          531.9    (f) COMPUTED    2 0
 AX1528
 AX1528.Superseded values are not recommended for survey control.
 AX1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1528.See file dsdata.txt to determine how the superseded data were derived.
 AX1528
 AX1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU459040(NAD 83)
 AX1528_MARKER: DB = BENCH MARK DISK
 AX1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1528_STAMPING: F 790 1943
 AX1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1528+STABILITY: SURFACE MOTION
 AX1528
 AX1528  HISTORY     - Date     Condition        Report By
 AX1528  HISTORY     - 1943     MONUMENTED       CGS
 AX1528  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX1528  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1528
 AX1528                          STATION DESCRIPTION
 AX1528
 AX1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1528'2 MI E FROM MCMAHAN.
 AX1528'2.0 MILES EAST ALONG A GRADED ROAD LEADING TO DELHI FROM THE POST
 AX1528'OFFICE AT MCMAHAN, CALDWELL COUNTY, 0.2 MILE EAST OF A FARMHOUSE ON
 AX1528'THE NORTH SIDE OF THE ROAD, 0.2 MILE WEST OF A ROAD CURVE, 24 FEET
 AX1528'NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 AX1528'FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AX1528'ROAD.  A STANDARD DISK, STAMPED F 790 1943 AND SET IN THE TOP OF A
 AX1528'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1528
 AX1528                          STATION RECOVERY (1963)
 AX1528
 AX1528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX1528'MARK NOT FOUND.
 AX1528
 AX1528                          STATION RECOVERY (1999)
 AX1528
 AX1528'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0859 ***********************************************************************
 AE0859  DESIGNATION -  F 792
 AE0859  PID         -  AE0859
 AE0859  STATE/COUNTY-  TX/STARR
 AE0859  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0859
 AE0859                         *CURRENT SURVEY CONTROL
 AE0859  ___________________________________________________________________
 AE0859* NAD 83(1986)-  26 46 26.     (N)    098 30 03.     (W)     SCALED    
 AE0859* NAVD 88     -        98.567  (meters)     323.38   (feet)  ADJUSTED  
 AE0859  ___________________________________________________________________
 AE0859  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AE0859  DYNAMIC HT  -          98.406 (meters)     322.85  (feet)  COMP
 AE0859  MODELED GRAV-     979,015.6   (mgal)                       NAVD 88
 AE0859
 AE0859  VERT ORDER  -  SECOND    CLASS 0
 AE0859
 AE0859.The horizontal coordinates were scaled from a topographic map and have
 AE0859.an estimated accuracy of +/- 6 seconds.
 AE0859
 AE0859.The orthometric height was determined by differential leveling
 AE0859.and adjusted by the National Geodetic Survey in June 1991..
 AE0859
 AE0859.The geoid height was determined by GEOID03.
 AE0859
 AE0859.The dynamic height is computed by dividing the NAVD 88
 AE0859.geopotential number by the normal gravity value computed on the
 AE0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0859.degrees latitude (g = 980.6199 gals.).
 AE0859
 AE0859.The modeled gravity was interpolated from observed gravity values.
 AE0859
 AE0859;                    North         East    Units  Estimated Accuracy
 AE0859;SPC TX S     - 5,122,670.      299,920.      MT  (+/- 180 meters Scaled)
 AE0859
 AE0859                          SUPERSEDED SURVEY CONTROL
 AE0859
 AE0859  NGVD 29 (??/??/92)   98.631  (m)          323.59   (f) ADJ UNCH    2 0
 AE0859
 AE0859.Superseded values are not recommended for survey control.
 AE0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0859.See file dsdata.txt to determine how the superseded data were derived.
 AE0859
 AE0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ496614(NAD 83)
 AE0859_MARKER: DB = BENCH MARK DISK
 AE0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0859_STAMPING: F 792 1942
 AE0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0859+STABILITY: SURFACE MOTION
 AE0859
 AE0859  HISTORY     - Date     Condition        Report By
 AE0859  HISTORY     - 1942     MONUMENTED       CGS
 AE0859
 AE0859                          STATION DESCRIPTION
 AE0859
 AE0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0859'10.1 MI E FROM RANCHO VIEJO.
 AE0859'TO REACH FROM A MEXICAN SETTLEMENT CALLED RANCHO VIEJO (ABOUT MIDWAY
 AE0859'BETWEEN RIO GRANGE CITY AND HEBBRONVILLE), PROCEED 10.1 MILES EASTERLY
 AE0859'ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AE0859'0.25 MILE NORTHEAST OF A WINDMILL AND A LARGE WATER TANK. IT IS 16.0
 AE0859'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0859'ROAD.  MONUMENT IS 3.0 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0859'POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0992 ***********************************************************************
 AJ0992  DESIGNATION -  F 793
 AJ0992  PID         -  AJ0992
 AJ0992  STATE/COUNTY-  TX/ZAPATA
 AJ0992  USGS QUAD   -  LAS OVEJAS CREEK (1980)
 AJ0992
 AJ0992                         *CURRENT SURVEY CONTROL
 AJ0992  ___________________________________________________________________
 AJ0992* NAD 83(1986)-  27 10 11.     (N)    099 12 21.     (W)     SCALED    
 AJ0992* NAVD 88     -       144.018  (meters)     472.50   (feet)  ADJUSTED  
 AJ0992  ___________________________________________________________________
 AJ0992  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AJ0992  DYNAMIC HT  -         143.786 (meters)     471.74  (feet)  COMP
 AJ0992  MODELED GRAV-     979,034.5   (mgal)                       NAVD 88
 AJ0992
 AJ0992  VERT ORDER  -  SECOND    CLASS 0
 AJ0992
 AJ0992.The horizontal coordinates were scaled from a topographic map and have
 AJ0992.an estimated accuracy of +/- 6 seconds.
 AJ0992
 AJ0992.The orthometric height was determined by differential leveling
 AJ0992.and adjusted by the National Geodetic Survey in June 1991..
 AJ0992
 AJ0992.The geoid height was determined by GEOID03.
 AJ0992
 AJ0992.The dynamic height is computed by dividing the NAVD 88
 AJ0992.geopotential number by the normal gravity value computed on the
 AJ0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0992.degrees latitude (g = 980.6199 gals.).
 AJ0992
 AJ0992.The modeled gravity was interpolated from observed gravity values.
 AJ0992
 AJ0992;                    North         East    Units  Estimated Accuracy
 AJ0992;SPC TX S     - 5,166,720.      230,060.      MT  (+/- 180 meters Scaled)
 AJ0992
 AJ0992                          SUPERSEDED SURVEY CONTROL
 AJ0992
 AJ0992  NGVD 29 (??/??/92)  144.062  (m)          472.64   (f) ADJ UNCH    2 0
 AJ0992
 AJ0992.Superseded values are not recommended for survey control.
 AJ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0992.See file dsdata.txt to determine how the superseded data were derived.
 AJ0992
 AJ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR796052(NAD 83)
 AJ0992_MARKER: DB = BENCH MARK DISK
 AJ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0992_STAMPING: F 793 1943
 AJ0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0992+STABILITY: SURFACE MOTION
 AJ0992
 AJ0992  HISTORY     - Date     Condition        Report By
 AJ0992  HISTORY     - 1943     MONUMENTED       CGS
 AJ0992
 AJ0992                          STATION DESCRIPTION
 AJ0992
 AJ0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0992'18.7 MI NE FROM SAN YGNACIO.
 AJ0992'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 18.7 MILES
 AJ0992'NORTHEASTERLY ALONG A GRAVEL AND DIRT ROAD TO A LARGE EARTH TANK AND A
 AJ0992'GROUP OF SMALL MEXICAN HOUSES AND SITE OF BENCH MARK.  BENCH MARK IS
 AJ0992'0.1 MILE NORTH OF A SMALL MEXICAN HOUSE.  IT IS 25.0 FEET NORTHWEST OF
 AJ0992'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD. MONUMENT IS
 AJ0992'3.0 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AJ0992'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0934 ***********************************************************************
 AE0934  DESIGNATION -  F 794
 AE0934  PID         -  AE0934
 AE0934  STATE/COUNTY-  TX/JIM HOGG
 AE0934  USGS QUAD   -  BORREGOS RANCH (1993)
 AE0934
 AE0934                         *CURRENT SURVEY CONTROL
 AE0934  ___________________________________________________________________
 AE0934* NAD 83(1986)-  26 50 51.     (N)    098 41 56.     (W)     SCALED    
 AE0934* NAVD 88     -       164.992  (meters)     541.31   (feet)  ADJUSTED  
 AE0934  ___________________________________________________________________
 AE0934  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AE0934  DYNAMIC HT  -         164.721 (meters)     540.42  (feet)  COMP
 AE0934  MODELED GRAV-     979,005.3   (mgal)                       NAVD 88
 AE0934
 AE0934  VERT ORDER  -  SECOND    CLASS 0
 AE0934
 AE0934.The horizontal coordinates were scaled from a topographic map and have
 AE0934.an estimated accuracy of +/- 6 seconds.
 AE0934
 AE0934.The orthometric height was determined by differential leveling
 AE0934.and adjusted by the National Geodetic Survey in June 1991..
 AE0934
 AE0934.The geoid height was determined by GEOID03.
 AE0934
 AE0934.The dynamic height is computed by dividing the NAVD 88
 AE0934.geopotential number by the normal gravity value computed on the
 AE0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0934.degrees latitude (g = 980.6199 gals.).
 AE0934
 AE0934.The modeled gravity was interpolated from observed gravity values.
 AE0934
 AE0934;                    North         East    Units  Estimated Accuracy
 AE0934;SPC TX S     - 5,130,840.      280,240.      MT  (+/- 180 meters Scaled)
 AE0934
 AE0934                          SUPERSEDED SURVEY CONTROL
 AE0934
 AE0934  NGVD 29 (??/??/92)  165.031  (m)          541.44   (f) ADJ UNCH    2 0
 AE0934
 AE0934.Superseded values are not recommended for survey control.
 AE0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0934.See file dsdata.txt to determine how the superseded data were derived.
 AE0934
 AE0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ299695(NAD 83)
 AE0934_MARKER: DB = BENCH MARK DISK
 AE0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0934_STAMPING: F 794 1943
 AE0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0934+STABILITY: SURFACE MOTION
 AE0934
 AE0934  HISTORY     - Date     Condition        Report By
 AE0934  HISTORY     - 1943     MONUMENTED       CGS
 AE0934
 AE0934                          STATION DESCRIPTION
 AE0934
 AE0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0934'9.7 MI SW FROM AGUA NUEVA.
 AE0934'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY - HEBBRONVILLE ROAD
 AE0934'AND A DIRT TRACK ROAD LEADING WEST THROUGH THE BORREGOS RANCH (3.9
 AE0934'MILES SOUTH OF THE POST OFFICE AT AGUA NUEVA), PROCEED 5.8 MILES
 AE0934'WESTERLY ALONG A DIRT TRACK ROAD TO A FIVE FOOT HEAVY NET WIRE FENCE
 AE0934'AND SITE OF BENCH MARK.  BENCH MARK IS IN THE NORTHWEST CORNER OF A
 AE0934'PASTURE.  IT IS 34.4 FEET SOUTH OF THE NORTH FENCE, 27.0 FEET SOUTH OF
 AE0934'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 22.0 FEET
 AE0934'EAST OF A FIVE FOOT HEAVY NET WIRE FENCE.  MONUMENT IS 2.2 FEET WEST
 AE0934'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE
 AE0934'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0903 ***********************************************************************
 AJ0903  DESIGNATION -  F 795
 AJ0903  PID         -  AJ0903
 AJ0903  STATE/COUNTY-  TX/WEBB
 AJ0903  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0903
 AJ0903                         *CURRENT SURVEY CONTROL
 AJ0903  ___________________________________________________________________
 AJ0903* NAD 83(1986)-  27 17 59.     (N)    099 20 27.     (W)     SCALED    
 AJ0903* NAVD 88     -       126.456  (meters)     414.88   (feet)  ADJUSTED  
 AJ0903  ___________________________________________________________________
 AJ0903  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AJ0903  DYNAMIC HT  -         126.254 (meters)     414.22  (feet)  COMP
 AJ0903  MODELED GRAV-     979,049.3   (mgal)                       NAVD 88
 AJ0903
 AJ0903  VERT ORDER  -  SECOND    CLASS 0
 AJ0903
 AJ0903.The horizontal coordinates were scaled from a topographic map and have
 AJ0903.an estimated accuracy of +/- 6 seconds.
 AJ0903
 AJ0903.The orthometric height was determined by differential leveling
 AJ0903.and adjusted by the National Geodetic Survey in June 1991..
 AJ0903
 AJ0903.The geoid height was determined by GEOID03.
 AJ0903
 AJ0903.The dynamic height is computed by dividing the NAVD 88
 AJ0903.geopotential number by the normal gravity value computed on the
 AJ0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0903.degrees latitude (g = 980.6199 gals.).
 AJ0903
 AJ0903.The modeled gravity was interpolated from observed gravity values.
 AJ0903
 AJ0903;                    North         East    Units  Estimated Accuracy
 AJ0903;SPC TX S     - 5,181,210.      216,770.      MT  (+/- 180 meters Scaled)
 AJ0903
 AJ0903                          SUPERSEDED SURVEY CONTROL
 AJ0903
 AJ0903  NGVD 29 (??/??/92)  126.521  (m)          415.09   (f) ADJ UNCH    2 0
 AJ0903
 AJ0903.Superseded values are not recommended for survey control.
 AJ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0903.See file dsdata.txt to determine how the superseded data were derived.
 AJ0903
 AJ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR662196(NAD 83)
 AJ0903_MARKER: DB = BENCH MARK DISK
 AJ0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0903_STAMPING: F 795 1943
 AJ0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0903+STABILITY: SURFACE MOTION
 AJ0903
 AJ0903  HISTORY     - Date     Condition        Report By
 AJ0903  HISTORY     - 1943     MONUMENTED       CGS
 AJ0903  HISTORY     - 1975     GOOD             USGS
 AJ0903
 AJ0903                          STATION DESCRIPTION
 AJ0903
 AJ0903'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0903'20.4 MI S FROM LAREDO.
 AJ0903'LAREDO, JCT. U.S. HWY 83 AND STATE HWY 359, 7.1 MI. SOUTH ALONG HWY.
 AJ0903'83, THENCE 11.0 MI. EAST AND SE. ALONG A PAVED RD. TO THE END OF THE
 AJ0903'PAVEMENT, CONTINUE SE. ALONG A GRAVEL RD. FOR 1.9 MILES TO A CONCRETE
 AJ0903'BRIDGE, CONTINUE EAST ON THE GRAVEL RD. FOR 0.4 MI. TO A RD. LEADING
 AJ0903'SOUTH, 26 FT. SOUTH AND 13 FT. WEST OF THE RD. JCT.  32 FT NORTH OF
 AJ0903'THE NW. CORNER OF A CATTLEGUARD.  A STANDARD TABLET SET IN A CONCRETE
 AJ0903'POST PROJECTING 0.4 FT.  NOTE-- (MARK APPEARS SOLID BUT CONCRETE HAS
 AJ0903'BEEN BROKEN OFF AROUND THE TOP OF THE POST CAP IS STILL INTACT AND
 AJ0903'SOLID).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0612 ***********************************************************************
 AJ0612  DESIGNATION -  F 796
 AJ0612  PID         -  AJ0612
 AJ0612  STATE/COUNTY-  TX/JIM HOGG
 AJ0612  USGS QUAD   -  RANDADO (1972)
 AJ0612
 AJ0612                         *CURRENT SURVEY CONTROL
 AJ0612  ___________________________________________________________________
 AJ0612* NAD 83(1986)-  27 00 30.     (N)    098 53 54.     (W)     SCALED    
 AJ0612* NAVD 88     -       179.887  (meters)     590.18   (feet)  ADJUSTED  
 AJ0612  ___________________________________________________________________
 AJ0612  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AJ0612  DYNAMIC HT  -         179.595 (meters)     589.22  (feet)  COMP
 AJ0612  MODELED GRAV-     979,019.5   (mgal)                       NAVD 88
 AJ0612
 AJ0612  VERT ORDER  -  SECOND    CLASS 0
 AJ0612
 AJ0612.The horizontal coordinates were scaled from a topographic map and have
 AJ0612.an estimated accuracy of +/- 6 seconds.
 AJ0612
 AJ0612.The orthometric height was determined by differential leveling
 AJ0612.and adjusted by the National Geodetic Survey in June 1991..
 AJ0612
 AJ0612.The geoid height was determined by GEOID03.
 AJ0612
 AJ0612.The dynamic height is computed by dividing the NAVD 88
 AJ0612.geopotential number by the normal gravity value computed on the
 AJ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0612.degrees latitude (g = 980.6199 gals.).
 AJ0612
 AJ0612.The modeled gravity was interpolated from observed gravity values.
 AJ0612
 AJ0612;                    North         East    Units  Estimated Accuracy
 AJ0612;SPC TX S     - 5,148,710.      260,470.      MT  (+/- 180 meters Scaled)
 AJ0612
 AJ0612                          SUPERSEDED SURVEY CONTROL
 AJ0612
 AJ0612  NGVD 29 (??/??/92)  179.906  (m)          590.24   (f) ADJ UNCH    2 0
 AJ0612
 AJ0612.Superseded values are not recommended for survey control.
 AJ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0612.See file dsdata.txt to determine how the superseded data were derived.
 AJ0612
 AJ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ100873(NAD 83)
 AJ0612_MARKER: DB = BENCH MARK DISK
 AJ0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0612_STAMPING: F 796 1943
 AJ0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0612+STABILITY: SURFACE MOTION
 AJ0612
 AJ0612  HISTORY     - Date     Condition        Report By
 AJ0612  HISTORY     - 1943     MONUMENTED       CGS
 AJ0612
 AJ0612                          STATION DESCRIPTION
 AJ0612
 AJ0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0612'5.0 MI S FROM RANDADO.
 AJ0612'TO REACH FROM THE SCHOOL BUILDING AT RANDADO, PROCEED 5.0 MILES
 AJ0612'SOUTHERLY ALONG THE RIO GRANDE CITY ROAD TO SITE OF BENCH MARK. BENCH
 AJ0612'MARK IS 28.7 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0612'CENTERLINE OF THE ROAD, 0.8 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
 AJ0612'MONUMENT IS 3.2 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AJ0612'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0007 ***********************************************************************
 AY0007  DESIGNATION -  F 797
 AY0007  PID         -  AY0007
 AY0007  STATE/COUNTY-  TX/COMAL
 AY0007  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0007
 AY0007                         *CURRENT SURVEY CONTROL
 AY0007  ___________________________________________________________________
 AY0007* NAD 83(1986)-  29 38 52.     (N)    098 12 57.     (W)     SCALED    
 AY0007* NAVD 88     -       210.150  (meters)     689.47   (feet)  ADJUSTED  
 AY0007  ___________________________________________________________________
 AY0007  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0007  DYNAMIC HT  -         209.846 (meters)     688.47  (feet)  COMP
 AY0007  MODELED GRAV-     979,189.4   (mgal)                       NAVD 88
 AY0007
 AY0007  VERT ORDER  -  FIRST     CLASS II
 AY0007
 AY0007.The horizontal coordinates were scaled from a topographic map and have
 AY0007.an estimated accuracy of +/- 6 seconds.
 AY0007
 AY0007.The orthometric height was determined by differential leveling
 AY0007.and adjusted by the National Geodetic Survey in June 1991..
 AY0007
 AY0007.The geoid height was determined by GEOID03.
 AY0007
 AY0007.The dynamic height is computed by dividing the NAVD 88
 AY0007.geopotential number by the normal gravity value computed on the
 AY0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0007.degrees latitude (g = 980.6199 gals.).
 AY0007
 AY0007.The modeled gravity was interpolated from observed gravity values.
 AY0007
 AY0007;                    North         East    Units  Estimated Accuracy
 AY0007;SPC TXSC     - 4,201,340.      675,920.      MT  (+/- 180 meters Scaled)
 AY0007
 AY0007                          SUPERSEDED SURVEY CONTROL
 AY0007
 AY0007.No superseded survey control is available for this station.
 AY0007
 AY0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT758800(NAD 83)
 AY0007_MARKER: DB = BENCH MARK DISK
 AY0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0007_SP_SET: WING WALL
 AY0007_STAMPING: F 797 1943
 AY0007_MARK LOGO: CGS   
 AY0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0007
 AY0007  HISTORY     - Date     Condition        Report By
 AY0007  HISTORY     - 1943     MONUMENTED       CGS
 AY0007  HISTORY     - 1957     GOOD             DOD
 AY0007  HISTORY     - 1980     GOOD             NGS
 AY0007  HISTORY     - 1988     GOOD             USPSQD
 AY0007  HISTORY     - 1989     GOOD             USPSQD
 AY0007  HISTORY     - 1990     GOOD             USPSQD
 AY0007  HISTORY     - 1990     GOOD             USPSQD
 AY0007  HISTORY     - 1990     GOOD             USPSQD
 AY0007  HISTORY     - 19990925 GOOD             USPSQD
 AY0007
 AY0007                          STATION DESCRIPTION
 AY0007
 AY0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0007'6.8 MI SW FROM NEW BRAUNFELS.
 AY0007'6.8 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0007'FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 0.2 MILE NORTHEAST OF
 AY0007'THE CATHOLIC CHURCH AT COMAL, 3 POLES NORTHEAST OF MILEPOST 1010, AT A
 AY0007'LARGE CONCRETE CATTLE PASS, IN THE TOP OF THE SOUTH WING WALL, 11.5
 AY0007'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET LOWER THAN
 AY0007'THE TRACK.  A STANDARD DISK.
 AY0007
 AY0007                          STATION RECOVERY (1957)
 AY0007
 AY0007'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0007'RECOVERED IN GOOD CONDITION.
 AY0007
 AY0007                          STATION RECOVERY (1980)
 AY0007
 AY0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0007'9.1 KM (5.65 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY0007'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, THENCE
 AY0007'1.2 KM (0.75 MI) NORTHWEST ALONG SCHWAB ROAD, THENCE 0.1 KM (0.05 MI)
 AY0007'NORTHEAST ALONG THE MISSOURI KANSAS AND TEXAS RAILROAD, AT A LARGE
 AY0007'CATTLE PASS UNDER THE RAILROAD, ON TOP OF THE SOUTHWEST END OF THE
 AY0007'NORTHWEST WINGWALL OF THE CATTLE PASS, 3.8 METERS (12.5 FT) NORTHWEST
 AY0007'OF THE NORTHWEST RAIL.
 AY0007'THE MARK IS 0.45 M BELOW THE TRACKS.
 AY0007
 AY0007                          STATION RECOVERY (1988)
 AY0007
 AY0007'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 AY0007'RECOVERED IN GOOD CONDITION.
 AY0007
 AY0007                          STATION RECOVERY (1989)
 AY0007
 AY0007'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0007'RECOVERED IN GOOD CONDITION.
 AY0007
 AY0007                          STATION RECOVERY (1990)
 AY0007
 AY0007'RECOVERY NOTE BY US POWER SQUADRON 1990 (UNK)
 AY0007'RECOVERED IN GOOD CONDITION.
 AY0007
 AY0007                          STATION RECOVERY (1990)
 AY0007
 AY0007'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0007'RECOVERED IN GOOD CONDITION.
 AY0007
 AY0007                          STATION RECOVERY (1990)
 AY0007
 AY0007'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY0007'RECOVERED IN GOOD CONDITION.
 AY0007
 AY0007                          STATION RECOVERY (1999)
 AY0007
 AY0007'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0757 ***********************************************************************
 AY0757  DESIGNATION -  F 799
 AY0757  PID         -  AY0757
 AY0757  STATE/COUNTY-  TX/BEXAR
 AY0757  USGS QUAD   -  TERRELL WELLS (1992)
 AY0757
 AY0757                         *CURRENT SURVEY CONTROL
 AY0757  ___________________________________________________________________
 AY0757* NAD 83(1986)-  29 21 38.     (N)    098 34 12.     (W)     SCALED    
 AY0757* NAVD 88     -       197.708  (meters)     648.65   (feet)  POSTED    
 AY0757  ___________________________________________________________________
 AY0757  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AY0757  DYNAMIC HT  -         197.420 (meters)     647.70  (feet)  COMP
 AY0757  MODELED GRAV-     979,190.5   (mgal)                       NAVD 88
 AY0757
 AY0757  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AY0757
 AY0757.The horizontal coordinates were scaled from a topographic map and have
 AY0757.an estimated accuracy of +/- 6 seconds.
 AY0757
 AY0757.The orthometric height was determined by differential leveling
 AY0757.and adjusted by the National Geodetic Survey in 1992..
 AY0757.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AY0757.rate of 3.1 thru 4.0 mm/km.
 AY0757
 AY0757.The geoid height was determined by GEOID03.
 AY0757
 AY0757.The dynamic height is computed by dividing the NAVD 88
 AY0757.geopotential number by the normal gravity value computed on the
 AY0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0757.degrees latitude (g = 980.6199 gals.).
 AY0757
 AY0757.The modeled gravity was interpolated from observed gravity values.
 AY0757
 AY0757;                    North         East    Units  Estimated Accuracy
 AY0757;SPC TXSC     - 4,169,330.      641,750.      MT  (+/- 180 meters Scaled)
 AY0757
 AY0757                          SUPERSEDED SURVEY CONTROL
 AY0757
 AY0757  NGVD 29 (??/??/92)  197.586  (m)          648.25   (f) ADJ UNCH    1 2
 AY0757
 AY0757.Superseded values are not recommended for survey control.
 AY0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0757.See file dsdata.txt to determine how the superseded data were derived.
 AY0757
 AY0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT417480(NAD 83)
 AY0757_MARKER: DB = BENCH MARK DISK
 AY0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0757_SP_SET: PIER
 AY0757_STAMPING: F 799 1943
 AY0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0757
 AY0757  HISTORY     - Date     Condition        Report By
 AY0757  HISTORY     - 1943     MONUMENTED       CGS
 AY0757  HISTORY     - 1946     GOOD             NGS
 AY0757  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0757
 AY0757                          STATION DESCRIPTION
 AY0757
 AY0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0757'0.9 MI E FROM WITHERS.
 AY0757'BENCH MARK IS 0.9 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AY0757'FROM THE STATION AT WITHERS, BEXAR COUNTY, AND IT IS 0.6 MILE WEST OF
 AY0757'THE OPERATIONS BUILDING AT DUNCAN FIELD.  IT IS 0.1 MILE EAST OF
 AY0757'MILEPOLE 218 AND AT STATE HIGHWAY NO. 13 OVERPASS.  BENCH MARK IS SET
 AY0757'VERTICALLY IN THE NORTH FACE OF THE EAST PIER 16 FEET SOUTH OF THE
 AY0757'CENTERLINE OF THE TEXAS AND NEW ORLEANS RAILROAD TRACKS.  BENCH MARK
 AY0757'IS 2.5 FEET ABOVE THE GROUND AT THE PIER AND ABOUT LEVEL WITH THE
 AY0757'TRACKS.
 AY0757
 AY0757                          STATION RECOVERY (1946)
 AY0757
 AY0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0757'RECOVERED IN GOOD CONDITION.
 AY0757
 AY0757                          STATION RECOVERY (1999)
 AY0757
 AY0757'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4533 ***********************************************************************
 AW4533  DESIGNATION -  F 8
 AW4533  PID         -  AW4533
 AW4533  STATE/COUNTY-  TX/HARRIS
 AW4533  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4533
 AW4533                         *CURRENT SURVEY CONTROL
 AW4533  ___________________________________________________________________
 AW4533* NAD 83(1986)-  29 47 05.     (N)    095 30 49.     (W)     SCALED    
 AW4533* NAVD 88     -        23.37   (+/-2cm)      76.7    (feet)  VERTCON   
 AW4533  ___________________________________________________________________
 AW4533  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW4533
 AW4533  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4533
 AW4533.The horizontal coordinates were scaled from a topographic map and have
 AW4533.an estimated accuracy of +/- 6 seconds.
 AW4533
 AW4533.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4533.The vertical order pertains to the NGVD 29 superseded value.
 AW4533
 AW4533.The geoid height was determined by GEOID03.
 AW4533
 AW4533;                    North         East    Units  Estimated Accuracy
 AW4533;SPC TXSC     - 4,221,290.      937,030.      MT  (+/- 180 meters Scaled)
 AW4533
 AW4533                          SUPERSEDED SURVEY CONTROL
 AW4533
 AW4533  NGVD 29 (??/??/92)   23.361  (m)           76.64   (f) ADJ UNCH    1 2
 AW4533
 AW4533.Superseded values are not recommended for survey control.
 AW4533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4533.See file dsdata.txt to determine how the superseded data were derived.
 AW4533
 AW4533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN570975(NAD 83)
 AW4533_MARKER: P = PIPE CAP
 AW4533_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW4533_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW4533_STAMPING: F 8 ELEV 78.62 FT
 AW4533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4533
 AW4533  HISTORY     - Date     Condition        Report By
 AW4533  HISTORY     - 1906     MONUMENTED       CGS
 AW4533  HISTORY     - 1959     GOOD             NGS
 AW4533  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4533  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW4533
 AW4533                          STATION DESCRIPTION
 AW4533
 AW4533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW4533'9.8 MI W FROM HOUSTON.
 AW4533'ABOUT 9.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4533'SWITCH TOWER NO. 108 AT HOUSTON, ABOUT 0.2 MILE NORTHWEST OF THE
 AW4533'MEMORIAL BRANCH POSTOFFICE AT SPRING BRANCH, AT THE CROSSING OF
 AW4533'CAMPBELL ROAD, 83 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 46 1/2
 AW4533'FEET NORTH OF THE NORTH RAIL, 67 FEET EAST OF THE CENTER LINE OF
 AW4533'CAMPBELL ROAD, 7 FEET EAST OF A POWER POLE, 19 1/2 FEET WEST OF THE
 AW4533'NORTHWEST LEG OF A POWER LINE TOWER, 13 FEET NORTH OF THE NORTHWEST
 AW4533'CORNER OF A SIGNAL BATTERY BOX, 0.4 FOOT EAST OF A METAL WITNESS POST,
 AW4533'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, ABOUT LEVEL WITH CAMPBELL
 AW4533'ROAD, AND ON THE TOP OF AN IRON PIPE PROJECTING 2 INCHES.
 AW4533
 AW4533                          STATION RECOVERY (1973)
 AW4533
 AW4533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4533'MARK NOT FOUND.
 AW4533
 AW4533                          STATION RECOVERY (2004)
 AW4533
 AW4533'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2634 ***********************************************************************
 CS2634  DESIGNATION -  F 8
 CS2634  PID         -  CS2634
 CS2634  STATE/COUNTY-  TX/HENDERSON
 CS2634  USGS QUAD   -  CRESLENN RANCH (1981)
 CS2634
 CS2634                         *CURRENT SURVEY CONTROL
 CS2634  ___________________________________________________________________
 CS2634* NAD 83(1993)-  32 01 45.38032(N)    096 00 02.87733(W)     ADJUSTED  
 CS2634* NAVD 88     -        97.49   (+/-2cm)     319.8    (feet)  VERTCON   
 CS2634  ___________________________________________________________________
 CS2634  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CS2634  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CS2634
 CS2634  HORZ ORDER  -  SECOND
 CS2634  VERT ORDER  -  THIRD ? (See Below)
 CS2634
 CS2634.The horizontal coordinates were established by classical geodetic methods
 CS2634.and adjusted by the National Geodetic Survey in February 1996..
 CS2634
 CS2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2634.The vertical order pertains to the NGVD 29 superseded value.
 CS2634
 CS2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2634
 CS2634.The geoid height was determined by GEOID03.
 CS2634
 CS2634;                    North         East     Units Scale Factor Converg.
 CS2634;SPC TXNC     - 2,043,019.073   836,067.190   MT  1.00003045   +1 21 47.0
 CS2634;SPC TXNC     - 6,702,805.08  2,742,997.11   sFT  1.00003045   +1 21 47.0
 CS2634;SPC TX C     - 3,269,892.418 1,109,178.552   MT  1.00004247   +2 13 53.4
 CS2634;SPC TX C     -10,727,972.04  3,639,029.97   sFT  1.00004247   +2 13 53.4
 CS2634;UTM  14      - 3,547,614.395   783,257.509   MT  1.00058962   +1 35 30.1
 CS2634;UTM  15      - 3,547,618.593   216,591.459   MT  1.00059068   -1 35 33.2
 CS2634
 CS2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2634!SPC TXNC     -   0.99998871  x   1.00003045  =   1.00001916
 CS2634!SPC TX C     -   0.99998871  x   1.00004247  =   1.00003118
 CS2634!UTM  14      -   0.99998871  x   1.00058962  =   1.00057832
 CS2634!UTM  15      -   0.99998871  x   1.00059068  =   1.00057938
 CS2634
 CS2634                          SUPERSEDED SURVEY CONTROL
 CS2634
 CS2634  NAD 83(1986)-  32 01 45.38868(N)    096 00 02.86010(W) AD(       ) 2
 CS2634  NAD 27      -  32 01 44.81400(N)    096 00 01.98500(W) AD(       ) 2
 CS2634  NGVD 29 (07/19/86)   97.49   (m)          319.8    (f) LEVELING    3  
 CS2634
 CS2634.Superseded values are not recommended for survey control.
 CS2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2634.See file dsdata.txt to determine how the superseded data were derived.
 CS2634
 CS2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA8325847614(NAD 83)
 CS2634_MARKER: DB = BENCH MARK DISK
 CS2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2634
 CS2634  HISTORY     - Date     Condition        Report By
 CS2634  HISTORY     - 1946     MONUMENTED       CGS
 CS2634
 CS2634                          STATION DESCRIPTION
 CS2634
 CS2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2634'SEE STATION WILDCAT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0522 ***********************************************************************
 BL0522  DESIGNATION -  F 80
 BL0522  PID         -  BL0522
 BL0522  STATE/COUNTY-  TX/LIBERTY
 BL0522  USGS QUAD   -  DEVERS (1984)
 BL0522
 BL0522                         *CURRENT SURVEY CONTROL
 BL0522  ___________________________________________________________________
 BL0522* NAD 83(1986)-  30 00 17.     (N)    094 32 13.     (W)     SCALED    
 BL0522* NAVD 88     -        16.68   (+/-2cm)      54.7    (feet)  VERTCON   
 BL0522  ___________________________________________________________________
 BL0522  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0522
 BL0522  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0522
 BL0522.The horizontal coordinates were scaled from a topographic map and have
 BL0522.an estimated accuracy of +/- 6 seconds.
 BL0522
 BL0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0522.The vertical order pertains to the NGVD 29 superseded value.
 BL0522
 BL0522.The geoid height was determined by GEOID03.
 BL0522
 BL0522;                    North         East    Units  Estimated Accuracy
 BL0522;SPC TX C     - 3,052,040.    1,259,010.      MT  (+/- 180 meters Scaled)
 BL0522
 BL0522                          SUPERSEDED SURVEY CONTROL
 BL0522
 BL0522  NGVD 29 (??/??/92)   16.681  (m)           54.73   (f) ADJ UNCH    1 2
 BL0522
 BL0522.Superseded values are not recommended for survey control.
 BL0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0522.See file dsdata.txt to determine how the superseded data were derived.
 BL0522
 BL0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP517203(NAD 83)
 BL0522_MARKER: DD = SURVEY DISK
 BL0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0522_STAMPING: F 80 54.930 FT.
 BL0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0522+STABILITY: SURFACE MOTION
 BL0522
 BL0522  HISTORY     - Date     Condition        Report By
 BL0522  HISTORY     - UNK      MONUMENTED
 BL0522  HISTORY     - 1959     GOOD             NGS
 BL0522
 BL0522                          STATION DESCRIPTION
 BL0522
 BL0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BL0522'3.4 MI SW FROM FELICIA.
 BL0522'ABOUT 0.1 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE D. H. WILLIS RICE
 BL0522'DRIER MILL AT FELICIA, THENCE ABOUT 1.5 MILES SOUTH ALONG FARM ROAD
 BL0522'1009, THENCE ABOUT 1.8 MILES WEST ALONG A GRADED DIRT ROAD, ABOUT 0.1
 BL0522'MILE WEST OF A GATE ON THE NORTH SIDE OF THE ROAD, ABOUT 0.25 MILE
 BL0522'EAST OF THE JUNCTION OF A ROAD LEADING SOUTH, 37 FEET NORTH OF THE
 BL0522'CENTER LINE OF THE ROAD, 13 FEET WEST OF A 36-INCH TWIN OAK TREE, 7
 BL0522'1/2 FEET NORTH OF A FENCE, 8.2 FEET NORTH OF A METAL WITNESS POST,
 BL0522'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BL0522'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0228 ***********************************************************************
 BN0228  DESIGNATION -  F 80
 BN0228  PID         -  BN0228
 BN0228  STATE/COUNTY-  TX/MCCULLOCH
 BN0228  USGS QUAD   -  KATEMCY (1970)
 BN0228
 BN0228                         *CURRENT SURVEY CONTROL
 BN0228  ___________________________________________________________________
 BN0228* NAD 83(1986)-  30 57 35.     (N)    099 16 39.     (W)     SCALED    
 BN0228* NAVD 88     -       546.026  (meters)    1791.42   (feet)  ADJUSTED  
 BN0228  ___________________________________________________________________
 BN0228  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 BN0228  DYNAMIC HT  -         545.284 (meters)    1788.99  (feet)  COMP
 BN0228  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 BN0228
 BN0228  VERT ORDER  -  FIRST     CLASS II
 BN0228
 BN0228.The horizontal coordinates were scaled from a topographic map and have
 BN0228.an estimated accuracy of +/- 6 seconds.
 BN0228
 BN0228.The orthometric height was determined by differential leveling
 BN0228.and adjusted by the National Geodetic Survey in June 1991..
 BN0228
 BN0228.The geoid height was determined by GEOID03.
 BN0228
 BN0228.The dynamic height is computed by dividing the NAVD 88
 BN0228.geopotential number by the normal gravity value computed on the
 BN0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0228.degrees latitude (g = 980.6199 gals.).
 BN0228
 BN0228.The modeled gravity was interpolated from observed gravity values.
 BN0228
 BN0228;                    North         East    Units  Estimated Accuracy
 BN0228;SPC TX C     - 3,143,820.      800,870.      MT  (+/- 180 meters Scaled)
 BN0228
 BN0228                          SUPERSEDED SURVEY CONTROL
 BN0228
 BN0228  NGVD 29 (??/??/92)  545.961  (m)         1791.21   (f) ADJ UNCH    1 2
 BN0228
 BN0228.Superseded values are not recommended for survey control.
 BN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0228.See file dsdata.txt to determine how the superseded data were derived.
 BN0228
 BN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV734251(NAD 83)
 BN0228_MARKER: DB = BENCH MARK DISK
 BN0228_SETTING: 0 = UNSPECIFIED SETTING
 BN0228_STAMPING: F 80 1931
 BN0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0228
 BN0228  HISTORY     - Date     Condition        Report By
 BN0228  HISTORY     - 1931     MONUMENTED       CGS
 BN0228  HISTORY     - 1953     MARK NOT FOUND   NGS
 BN0228  HISTORY     - 1977     POOR             USGS
 BN0228
 BN0228                          STATION DESCRIPTION
 BN0228
 BN0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0228'13.1 MI S FROM BRADY.
 BN0228'13.1 MILES SOUTH ALONG U.S. HIGHWAY 87, ON THE OLD HIGHWAY, 3.1 MILES
 BN0228'SOUTH OF THE POST OFFICE AT CAMP SAN SABA (IN 1931), 1.3 MILES NORTH
 BN0228'OF THE MCCULLOCH-MASON COUNTY LINE, 30 YARDS SOUTH OF THE CREST OF A
 BN0228'RIDGE, 19 YARDS WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 2 YARDS
 BN0228'WEST OF A FENCE, IN A PASTURE, AND THE HIGHEST POINT OF A 1-1/2-BY
 BN0228'6-FOOT EXPOSURE OF AN UNDERLYING STRATA OF WHITE SANDSTONE.
 BN0228
 BN0228                          STATION RECOVERY (1977)
 BN0228
 BN0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BN0228'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1089 ***********************************************************************
 AE1089  DESIGNATION -  F 800
 AE1089  PID         -  AE1089
 AE1089  STATE/COUNTY-  TX/ZAPATA
 AE1089  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1089
 AE1089                         *CURRENT SURVEY CONTROL
 AE1089  ___________________________________________________________________
 AE1089* NAD 83(1986)-  26 49 09.     (N)    099 14 15.     (W)     SCALED    
 AE1089* NAVD 88     -       103.247  (meters)     338.74   (feet)  ADJUSTED  
 AE1089  ___________________________________________________________________
 AE1089  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AE1089  DYNAMIC HT  -         103.080 (meters)     338.19  (feet)  COMP
 AE1089  MODELED GRAV-     979,032.0   (mgal)                       NAVD 88
 AE1089
 AE1089  VERT ORDER  -  FIRST     CLASS II
 AE1089
 AE1089.The horizontal coordinates were scaled from a topographic map and have
 AE1089.an estimated accuracy of +/- 6 seconds.
 AE1089
 AE1089.The orthometric height was determined by differential leveling
 AE1089.and adjusted by the National Geodetic Survey in June 1991..
 AE1089.WARNING-Repeat measurements at this control monument indicate possible
 AE1089.vertical movement.
 AE1089
 AE1089.The geoid height was determined by GEOID03.
 AE1089
 AE1089.The dynamic height is computed by dividing the NAVD 88
 AE1089.geopotential number by the normal gravity value computed on the
 AE1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1089.degrees latitude (g = 980.6199 gals.).
 AE1089
 AE1089.The modeled gravity was interpolated from observed gravity values.
 AE1089
 AE1089;                    North         East    Units  Estimated Accuracy
 AE1089;SPC TX S     - 5,127,900.      226,690.      MT  (+/- 180 meters Scaled)
 AE1089
 AE1089                          SUPERSEDED SURVEY CONTROL
 AE1089
 AE1089  NGVD 29 (??/??/92)  103.294  (m)          338.89   (f) ADJ UNCH    1 2
 AE1089
 AE1089.Superseded values are not recommended for survey control.
 AE1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1089.See file dsdata.txt to determine how the superseded data were derived.
 AE1089
 AE1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ763664(NAD 83)
 AE1089_MARKER: DB = BENCH MARK DISK
 AE1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1089_SP_SET: CULVERT
 AE1089_STAMPING: F 800 1943
 AE1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1089
 AE1089  HISTORY     - Date     Condition        Report By
 AE1089  HISTORY     - 1943     MONUMENTED       CGS
 AE1089  HISTORY     - 1956     GOOD             NGS
 AE1089  HISTORY     - 1975     MARK NOT FOUND   USGS
 AE1089
 AE1089                          STATION DESCRIPTION
 AE1089
 AE1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1089'9.6 MI SE FROM ZAPATA.
 AE1089'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1089'ZAPATA, THENCE 6.2 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 110 FEET
 AE1089'SOUTHEAST OF THE CENTER LINE OF AN OLD ROAD LEADING NORTHEAST TO A
 AE1089'GRAVEL PIT, 25 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2
 AE1089'FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 AE1089'END OF THE NORTHEAST HEADWALL OF A SMALL CULVERT.
 AE1089
 AE1089                          STATION RECOVERY (1975)
 AE1089
 AE1089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AE1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4167 ***********************************************************************
 AW4167  DESIGNATION -  F 801
 AW4167  PID         -  AW4167
 AW4167  STATE/COUNTY-  TX/FORT BEND
 AW4167  USGS QUAD   -  GUY (1980)
 AW4167
 AW4167                         *CURRENT SURVEY CONTROL
 AW4167  ___________________________________________________________________
 AW4167* NAD 83(1986)-  29 20 05.     (N)    095 46 19.     (W)     SCALED    
 AW4167* NAVD 88     -        20.87   (+/-2cm)      68.5    (feet)  VERTCON   
 AW4167  ___________________________________________________________________
 AW4167  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW4167
 AW4167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4167
 AW4167.The horizontal coordinates were scaled from a topographic map and have
 AW4167.an estimated accuracy of +/- 6 seconds.
 AW4167
 AW4167.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4167.The vertical order pertains to the NGVD 29 superseded value.
 AW4167
 AW4167.The geoid height was determined by GEOID03.
 AW4167
 AW4167;                    North         East    Units  Estimated Accuracy
 AW4167;SPC TXSC     - 4,170,720.      913,440.      MT  (+/- 180 meters Scaled)
 AW4167
 AW4167                          SUPERSEDED SURVEY CONTROL
 AW4167
 AW4167  NGVD 29 (??/??/92)   20.867  (m)           68.46   (f) ADJ UNCH    2 0
 AW4167
 AW4167.Superseded values are not recommended for survey control.
 AW4167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4167.See file dsdata.txt to determine how the superseded data were derived.
 AW4167
 AW4167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN308482(NAD 83)
 AW4167_MARKER: DB = BENCH MARK DISK
 AW4167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4167_STAMPING: F 801 1943
 AW4167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4167+STABILITY: SURFACE MOTION
 AW4167
 AW4167  HISTORY     - Date     Condition        Report By
 AW4167  HISTORY     - 1943     MONUMENTED       CGS
 AW4167  HISTORY     - 1973     GOOD             NGS
 AW4167  HISTORY     - 1987     GOOD             USPSQD
 AW4167  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4167  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4167  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW4167  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4167
 AW4167                          STATION DESCRIPTION
 AW4167
 AW4167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4167'1.4 MI SE FROM GUY.
 AW4167'0.5 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF STATE
 AW4167'HIGHWAY 36 AT GUY, THENCE 0.9 MILES SOUTHEAST ALONG A GRAVELED ROAD,
 AW4167'0.9 MILES SOUTHEAST OF BENCH MARK N 1213 AND G 801, 0.1 MILE NORTHWEST
 AW4167'OF THE JUNCTION OF A GRAVELED ROAD, 27 FEET NORTHEAST OF THE CENTER
 AW4167'LINE OF THE ROAD, 9 1/2 FEET SOUTHEAST OF THE SECOND POLE NORTHWEST OF
 AW4167'THE ROAD JUNCTION, 0.8 FOOT SOUTHEAST OF A WITNESS POST, 0.9 FOOT
 AW4167'NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND
 AW4167'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 AW4167'GROUND.
 AW4167
 AW4167                          STATION RECOVERY (1987)
 AW4167
 AW4167'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4167'RECOVERED IN GOOD CONDITION.
 AW4167
 AW4167                          STATION RECOVERY (1988)
 AW4167
 AW4167'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4167'MARK NOT FOUND.
 AW4167
 AW4167                          STATION RECOVERY (1989)
 AW4167
 AW4167'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4167'MARK NOT FOUND.
 AW4167
 AW4167                          STATION RECOVERY (1998)
 AW4167
 AW4167'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4167'MARK NOT FOUND.
 AW4167
 AW4167                          STATION RECOVERY (1999)
 AW4167
 AW4167'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4215 ***********************************************************************
 AW4215  DESIGNATION -  F 802
 AW4215  PID         -  AW4215
 AW4215  STATE/COUNTY-  TX/FORT BEND
 AW4215  USGS QUAD   -  GUY (1980)
 AW4215
 AW4215                         *CURRENT SURVEY CONTROL
 AW4215  ___________________________________________________________________
 AW4215* NAD 83(1986)-  29 19 36.     (N)    095 48 35.     (W)     SCALED    
 AW4215* NAVD 88     -        23.41   (+/-2cm)      76.8    (feet)  VERTCON   
 AW4215  ___________________________________________________________________
 AW4215  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW4215
 AW4215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4215
 AW4215.The horizontal coordinates were scaled from a topographic map and have
 AW4215.an estimated accuracy of +/- 6 seconds.
 AW4215
 AW4215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4215.The vertical order pertains to the NGVD 29 superseded value.
 AW4215
 AW4215.The geoid height was determined by GEOID03.
 AW4215
 AW4215;                    North         East    Units  Estimated Accuracy
 AW4215;SPC TXSC     - 4,169,730.      909,790.      MT  (+/- 180 meters Scaled)
 AW4215
 AW4215                          SUPERSEDED SURVEY CONTROL
 AW4215
 AW4215  NGVD 29 (??/??/92)   23.411  (m)           76.81   (f) ADJ UNCH    2 0
 AW4215
 AW4215.Superseded values are not recommended for survey control.
 AW4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4215.See file dsdata.txt to determine how the superseded data were derived.
 AW4215
 AW4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN271474(NAD 83)
 AW4215_MARKER: DB = BENCH MARK DISK
 AW4215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4215_STAMPING: F 802 1943
 AW4215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4215+STABILITY: SURFACE MOTION
 AW4215
 AW4215  HISTORY     - Date     Condition        Report By
 AW4215  HISTORY     - 1943     MONUMENTED       CGS
 AW4215
 AW4215                          STATION DESCRIPTION
 AW4215
 AW4215'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4215'2.0 MI SW FROM GUY.
 AW4215'TO REACH FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE
 AW4215'SANTA FE RAILROAD AT GUY.  PROCEED SOUTHWESTERLY 2.0 MILES ALONG SANTA
 AW4215'FE RAILROAD TO MILE POST NO. 16 AND SITE OF BENCH MARK.  BENCH MARK IS
 AW4215'ABOUT 0.5 MILE SOUTHWEST OF THE CROSSING OF A DIRT ROAD, 6 POLES
 AW4215'NORTHEAST OF A YARD LIMIT SIGN, 95.0 FEET WEST OF AND ACROSS THE TRACK
 AW4215'FROM MILE POST NO. 16, 48.0 FEET NORTHWEST OF AND ABOUT 2.0 FEET BELOW
 AW4215'THE CENTERLINE OF THE TRACK, 3.0 FEET NORTHEAST OF A 4 BY 4 INCH
 AW4215'WOODEN MARKER POST AND 2.0 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE.
 AW4215'MONUMENT PROJECTS ABOUT 0.3 FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2250 ***********************************************************************
 AW2250  DESIGNATION -  F 804
 AW2250  PID         -  AW2250
 AW2250  STATE/COUNTY-  TX/HARRIS
 AW2250  USGS QUAD   -  ADDICKS (1995)
 AW2250
 AW2250                         *CURRENT SURVEY CONTROL
 AW2250  ___________________________________________________________________
 AW2250* NAD 83(1986)-  29 46 11.     (N)    095 38 35.     (W)     SCALED    
 AW2250* NAVD 88     -        24.353  (meters)      79.90   (feet)  ADJUSTED  
 AW2250  ___________________________________________________________________
 AW2250  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW2250  DYNAMIC HT  -          24.320 (meters)      79.79  (feet)  COMP
 AW2250  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 AW2250
 AW2250  VERT ORDER  -  FIRST     CLASS II
 AW2250
 AW2250.The horizontal coordinates were scaled from a topographic map and have
 AW2250.an estimated accuracy of +/- 6 seconds.
 AW2250
 AW2250.The orthometric height was determined by differential leveling
 AW2250.and adjusted by the National Geodetic Survey in June 1991..
 AW2250
 AW2250.The geoid height was determined by GEOID03.
 AW2250
 AW2250.The dynamic height is computed by dividing the NAVD 88
 AW2250.geopotential number by the normal gravity value computed on the
 AW2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2250.degrees latitude (g = 980.6199 gals.).
 AW2250
 AW2250.The modeled gravity was interpolated from observed gravity values.
 AW2250
 AW2250;                    North         East    Units  Estimated Accuracy
 AW2250;SPC TXSC     - 4,219,260.      924,570.      MT  (+/- 180 meters Scaled)
 AW2250
 AW2250                          SUPERSEDED SURVEY CONTROL
 AW2250
 AW2250  NGVD 29 (12/23/87)   24.346  (m)           79.88   (f) ADJUSTED    1 2
 AW2250
 AW2250.Superseded values are not recommended for survey control.
 AW2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2250.See file dsdata.txt to determine how the superseded data were derived.
 AW2250
 AW2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN444961(NAD 83)
 AW2250_MARKER: DB = BENCH MARK DISK
 AW2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2250_SP_SET: CONCRETE POST
 AW2250_STAMPING: F 804 1943
 AW2250_MARK LOGO: CGS   
 AW2250_PROJECTION: RECESSED 20 CENTIMETERS
 AW2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2250+STABILITY: SURFACE MOTION
 AW2250
 AW2250  HISTORY     - Date     Condition        Report By
 AW2250  HISTORY     - 1943     MONUMENTED       CGS
 AW2250  HISTORY     - 1973     GOOD             NGS
 AW2250  HISTORY     - 1978     GOOD             NGS
 AW2250  HISTORY     - 1983     GOOD             NGS
 AW2250  HISTORY     - 1986     GOOD             NGS
 AW2250  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW2250  HISTORY     - 20040714 MARK NOT FOUND   USPSQD
 AW2250
 AW2250                          STATION DESCRIPTION
 AW2250
 AW2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2250'1.0 MI S FROM ADDICKS.
 AW2250'1.0 MILE SOUTH ALONG STATE HIGHWAY 6 FROM INTERSTATE HIGHWAY 10
 AW2250'OVERPASS AT ADDICKS, AT A CONCRETE BRIDGE OVER BUFFALO BAYOU, 124 1/2
 AW2250'FEET EAST AND ACROSS THE FORMER ALIGNMENT OF THE HIGHWAY FROM THE
 AW2250'CENTER LINE OF THE HIGHWAY, 44 FEET EAST OF THE CENTER LINE OF THE
 AW2250'FORMER HIGHWAY, 163.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AW2250'BRIDGE, 135.6 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF AN OLD
 AW2250'CONCRETE BRIDGE, 4 FEET NORTHEAST OF A FENCE CORNER POST, 31 FEET
 AW2250'NORTH OF THE CENTER LINE OF A DIRT ROAD EAST TO THE HARRIS COUNTY
 AW2250'BUFFALO PARK, 62 FEET SOUTH OF A POWER POLE WITH A GUY WIRE, 4 FEET
 AW2250'NORTH OF A FENCE, 3.0 FEET EAST OF A FENCE, 0.9 FOOT SOUTH OF A
 AW2250'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 AW2250'CONCRETE POST FLUSH WITH THE GROUND.
 AW2250
 AW2250                          STATION RECOVERY (1978)
 AW2250
 AW2250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2250'RECOVERED IN GOOD CONDITION.
 AW2250
 AW2250                          STATION RECOVERY (1983)
 AW2250
 AW2250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2250'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW2250'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 6 FROM THE INTERSTATE 10
 AW2250'OVERPASS AT ADDICKS, AT THE NORTHEAST CORNER OF A CONCRETE BRIDGE OVER
 AW2250'BUFFALO BAYOU, 23.47 METERS (77.0 FT) EAST OF THE CENTERLINE OF THE
 AW2250'NORTHBOUND LANE OF THE HIGHWAY, 59.44 METERS (195.0 FT) SOUTH OF THE
 AW2250'SOUTH END OF A NORTH-SOUTH BRICK WALL, 18.59 METERS (61.0 FT) SOUTH OF
 AW2250'A POWERLINE POLE, 12.49 METERS (41.0 FT) WEST OF A POWERLINE POLE WITH
 AW2250'TRANSFORMER, 24.99 METERS (82.0 FT) SOUTHEAST OF THE NORTH END OF A
 AW2250'CONCRETE RAIL, 2.74 METERS (9.0 FT) EAST OF A POWERLINE POLE,
 AW2250'5.33 METERS (17.5 FT) EAST-SOUTHEAST OF OF A FIRE PLUG, AND
 AW2250'2.59 METERS (8.5 FT) WEST OF A WOODEN CORNER FENCE POST.
 AW2250'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AW2250'THE MARK IS 0.4 M BELOW HIGHWAY.
 AW2250
 AW2250                          STATION RECOVERY (1986)
 AW2250
 AW2250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2250'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW2250'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AW2250
 AW2250                          STATION RECOVERY (1995)
 AW2250
 AW2250'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2250'MARK NOT FOUND.
 AW2250
 AW2250                          STATION RECOVERY (2004)
 AW2250
 AW2250'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0558 ***********************************************************************
 BM0558  DESIGNATION -  F 804
 BM0558  PID         -  BM0558
 BM0558  STATE/COUNTY-  TX/TRAVIS
 BM0558  USGS QUAD   -  AUSTIN EAST (1988)
 BM0558
 BM0558                         *CURRENT SURVEY CONTROL
 BM0558  ___________________________________________________________________
 BM0558* NAD 83(1986)-  30 15 49.     (N)    097 39 48.     (W)     SCALED    
 BM0558* NAVD 88     -       135.29   (+/-2cm)     443.9    (feet)  VERTCON   
 BM0558  ___________________________________________________________________
 BM0558  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BM0558
 BM0558  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0558
 BM0558.The horizontal coordinates were scaled from a topographic map and have
 BM0558.an estimated accuracy of +/- 6 seconds.
 BM0558
 BM0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0558.The vertical order pertains to the NGVD 29 superseded value.
 BM0558
 BM0558.The geoid height was determined by GEOID03.
 BM0558
 BM0558;                    North         East    Units  Estimated Accuracy
 BM0558;SPC TX C     - 3,069,260.      956,900.      MT  (+/- 180 meters Scaled)
 BM0558
 BM0558                          SUPERSEDED SURVEY CONTROL
 BM0558
 BM0558  NGVD 29 (??/??/92)  135.204  (m)          443.58   (f) ADJ UNCH    1 2
 BM0558
 BM0558.Superseded values are not recommended for survey control.
 BM0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0558.See file dsdata.txt to determine how the superseded data were derived.
 BM0558
 BM0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU285487(NAD 83)
 BM0558_MARKER: DB = BENCH MARK DISK
 BM0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0558_STAMPING: F 804 1953
 BM0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0558+STABILITY: SURFACE MOTION
 BM0558
 BM0558  HISTORY     - Date     Condition        Report By
 BM0558  HISTORY     - 1953     MONUMENTED       CGS
 BM0558  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0558  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0558  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0558
 BM0558                          STATION DESCRIPTION
 BM0558
 BM0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0558'4.8 MI E FROM AUSTIN.
 BM0558'4.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0558'STATION AT AUSTIN, 11 FEET SOUTHEAST OF MILEPOST 110, 41 FEET
 BM0558'SOUTHEAST OF THE SOUTHEAST RAIL, 104 FEET NORTHEAST OF THE CENTER OF A
 BM0558'WIRE GATE, 18 FEET NORTHWEST OF A HACKBERRY TREE, 1 FOOT NORTHWEST OF
 BM0558'A FENCE, 3.5 FEET NORTHEAST OF A WITNESS POST, 7 FEET BELOW THE TOP OF
 BM0558'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 BM0558'ABOVE THE GROUND.
 BM0558
 BM0558                          STATION RECOVERY (1990)
 BM0558
 BM0558'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0558'MARK NOT FOUND.
 BM0558
 BM0558                          STATION RECOVERY (1999)
 BM0558
 BM0558'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0558'MARK NOT FOUND.
 BM0558
 BM0558                          STATION RECOVERY (2003)
 BM0558
 BM0558'RECOVERY NOTE BY US POWER SQUADRON 2003 (MDS)
 BM0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0427 ***********************************************************************
 BM0427  DESIGNATION -  F 805
 BM0427  PID         -  BM0427
 BM0427  STATE/COUNTY-  TX/BASTROP
 BM0427  USGS QUAD   -  BASTROP (1982)
 BM0427
 BM0427                         *CURRENT SURVEY CONTROL
 BM0427  ___________________________________________________________________
 BM0427* NAD 83(1986)-  30 06 46.     (N)    097 18 46.     (W)     SCALED    
 BM0427* NAVD 88     -       112.175  (meters)     368.03   (feet)  ADJUSTED  
 BM0427  ___________________________________________________________________
 BM0427  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BM0427  DYNAMIC HT  -         112.024 (meters)     367.53  (feet)  COMP
 BM0427  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 BM0427
 BM0427  VERT ORDER  -  FIRST     CLASS I
 BM0427
 BM0427.The horizontal coordinates were scaled from a topographic map and have
 BM0427.an estimated accuracy of +/- 6 seconds.
 BM0427
 BM0427.The orthometric height was determined by differential leveling
 BM0427.and adjusted by the National Geodetic Survey in June 1991..
 BM0427
 BM0427.The geoid height was determined by GEOID03.
 BM0427
 BM0427.The dynamic height is computed by dividing the NAVD 88
 BM0427.geopotential number by the normal gravity value computed on the
 BM0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0427.degrees latitude (g = 980.6199 gals.).
 BM0427
 BM0427.The modeled gravity was interpolated from observed gravity values.
 BM0427
 BM0427;                    North         East    Units  Estimated Accuracy
 BM0427;SPC TX C     - 3,053,410.      991,080.      MT  (+/- 180 meters Scaled)
 BM0427
 BM0427                          SUPERSEDED SURVEY CONTROL
 BM0427
 BM0427  NGVD 29 (??/??/92)  112.111  (m)          367.82   (f) ADJ UNCH    1 1
 BM0427
 BM0427.Superseded values are not recommended for survey control.
 BM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0427.See file dsdata.txt to determine how the superseded data were derived.
 BM0427
 BM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU625324(NAD 83)
 BM0427_MARKER: DB = BENCH MARK DISK
 BM0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0427_STAMPING: F 805 1953
 BM0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0427+STABILITY: SURFACE MOTION
 BM0427
 BM0427  HISTORY     - Date     Condition        Report By
 BM0427  HISTORY     - 1953     MONUMENTED       CGS
 BM0427  HISTORY     - 1973     GOOD             NGS
 BM0427  HISTORY     - 1978     GOOD             NGS
 BM0427  HISTORY     - 19951226 MARK NOT FOUND   USPSQD
 BM0427  HISTORY     - 20031112 MARK NOT FOUND   USPSQD
 BM0427
 BM0427                          STATION DESCRIPTION
 BM0427
 BM0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0427'IN BASTROP.
 BM0427'ABOUT 103.0 FEET NORTH OF THE NORTHEAST CORNER OF THE MISSOURI, KANSAS
 BM0427'AND TEXAS RAILROAD, 111.0 FEET NORTH OF THE CENTER LINE OF THE
 BM0427'CROSSING WITH CHESTNUT ST., 23.3 FEET WEST OF THE WEST RAIL OF THE
 BM0427'MAIN TRACK, 30.5 FEET EAST OF THE EAST RAIL OF A SIDE TRACK.  NOTE--
 BM0427'THIS MARK IS 0.1 MILES NORTH ALONG PECAN ST. AND 0.3 MILES EAST ALONG
 BM0427'CHESTNUT ST. FROM THE COUNTY COURTHOUSE BUILDING, IT WAS CHIPPED
 BM0427'AROUND THE EDGES BUT WAS VERY SOLID.  1.0 FEET SOUTH OF A METAL
 BM0427'WITNESS POST AND IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 BM0427'4-IN.
 BM0427
 BM0427                          STATION RECOVERY (1978)
 BM0427
 BM0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0427'RECOVERED IN GOOD CONDITION.
 BM0427
 BM0427                          STATION RECOVERY (1995)
 BM0427
 BM0427'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0427'MARK NOT FOUND.
 BM0427
 BM0427                          STATION RECOVERY (2003)
 BM0427
 BM0427'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0427'EXACT MEASUREMENTS WERE MADE FROM CHESTNUT STREET AND BOTH SETS OF
 BM0427'TRACKS BUT MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2127 ***********************************************************************
 AW2127  DESIGNATION -  F 805 X
 AW2127  PID         -  AW2127
 AW2127  STATE/COUNTY-  TX/FORT BEND
 AW2127  USGS QUAD   -  ALIEF (1995)
 AW2127
 AW2127                         *CURRENT SURVEY CONTROL
 AW2127  ___________________________________________________________________
 AW2127* NAD 83(1986)-  29 37 42.     (N)    095 35 28.     (W)     SCALED    
 AW2127* NAVD 88     -        24.034  (meters)      78.85   (feet)  ADJUSTED  
 AW2127  ___________________________________________________________________
 AW2127  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW2127  DYNAMIC HT  -          24.001 (meters)      78.74  (feet)  COMP
 AW2127  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 AW2127  OBS GRAVITY -     979,274.2   (mgal)                       GRAV_OBS
 AW2127
 AW2127  VERT ORDER  -  FIRST     CLASS II
 AW2127
 AW2127.The horizontal coordinates were scaled from a topographic map and have
 AW2127.an estimated accuracy of +/- 6 seconds.
 AW2127
 AW2127.The orthometric height was determined by differential leveling
 AW2127.and adjusted by the National Geodetic Survey in June 1991..
 AW2127
 AW2127.The geoid height was determined by GEOID03.
 AW2127
 AW2127.The dynamic height is computed by dividing the NAVD 88
 AW2127.geopotential number by the normal gravity value computed on the
 AW2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2127.degrees latitude (g = 980.6199 gals.).
 AW2127
 AW2127.The modeled gravity was interpolated from observed gravity values.
 AW2127.The observed gravity was obtained from relative gravimeter ties
 AW2127.to the IGSN71 gravity network.
 AW2127
 AW2127;                    North         East    Units  Estimated Accuracy
 AW2127;SPC TXSC     - 4,203,750.      930,040.      MT  (+/- 180 meters Scaled)
 AW2127
 AW2127                          SUPERSEDED SURVEY CONTROL
 AW2127
 AW2127  NGVD 29 (12/23/87)   24.029  (m)           78.84   (f) ADJUSTED    1 2
 AW2127
 AW2127.Superseded values are not recommended for survey control.
 AW2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2127.See file dsdata.txt to determine how the superseded data were derived.
 AW2127
 AW2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN491804(NAD 83)
 AW2127_MARKER: DB = BENCH MARK DISK
 AW2127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2127_SP_SET: CULVERT HEADWALL
 AW2127_STAMPING: F 805 X 1943
 AW2127_MARK LOGO: CGS   
 AW2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2127+STABILITY: SURFACE MOTION
 AW2127
 AW2127  HISTORY     - Date     Condition        Report By
 AW2127  HISTORY     - 1943     MONUMENTED       CGS
 AW2127  HISTORY     - 1973     GOOD             NGS
 AW2127  HISTORY     - 1978     GOOD             NGS
 AW2127  HISTORY     - 1986     GOOD             NGS
 AW2127  HISTORY     - 1987     GOOD             USPSQD
 AW2127  HISTORY     - 1987     GOOD             USPSQD
 AW2127  HISTORY     - 1988     GOOD             USPSQD
 AW2127  HISTORY     - 1989     GOOD             USPSQD
 AW2127  HISTORY     - 19910316 GOOD             USPSQD
 AW2127  HISTORY     - 19951007 MARK NOT FOUND   CHANCE
 AW2127  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW2127
 AW2127                          STATION DESCRIPTION
 AW2127
 AW2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2127'2.25 MI NW FROM STAFFORD.
 AW2127'0.65 MILE NORTHWEST ALONG NORTH MAIN STREET FROM THE JUNCTION OF
 AW2127'STAFFORD ROAD AT STAFFORD, THENCE 1.6 MILES NORTHWEST ALONG U. S.
 AW2127'HIGHWAY 90 ALT. 0.1 MILE EAST OF U.S. HIGHWAY 59 OVERPASS, 0.05 MILE
 AW2127'EAST OF A DRIVEWAY SOUTH TO A CHEVROLET DEARLERSHIP, IN THE TOP AND
 AW2127'10.8 FEET WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF
 AW2127'DOUBLE CONCRETE BOX CULVERTS, 23 FEET SOUTH OF THE CENTER LINE OF THE
 AW2127'EASTBOUND LANES OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE
 AW2127'HIGHWAY.
 AW2127
 AW2127                          STATION RECOVERY (1978)
 AW2127
 AW2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2127'RECOVERED IN GOOD CONDITION.
 AW2127
 AW2127                          STATION RECOVERY (1986)
 AW2127
 AW2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2127'RECOVERED IN GOOD CONDITION.  NOTE--A RUBBING WAS TAKEN AND THE
 AW2127'STAMPING IS F 805 X 1943.
 AW2127
 AW2127                          STATION RECOVERY (1987)
 AW2127
 AW2127'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW2127'RECOVERED IN GOOD CONDITION.
 AW2127
 AW2127                          STATION RECOVERY (1987)
 AW2127
 AW2127'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2127'RECOVERED IN GOOD CONDITION.
 AW2127
 AW2127                          STATION RECOVERY (1988)
 AW2127
 AW2127'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW2127'RECOVERED IN GOOD CONDITION.
 AW2127
 AW2127                          STATION RECOVERY (1989)
 AW2127
 AW2127'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2127'RECOVERED IN GOOD CONDITION.
 AW2127
 AW2127                          STATION RECOVERY (1991)
 AW2127
 AW2127'RECOVERY NOTE BY US POWER SQUADRON 1991 (CA)
 AW2127'RECOVERED IN GOOD CONDITION.
 AW2127
 AW2127                          STATION RECOVERY (1995)
 AW2127
 AW2127'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2127'MARK NOT FOUND.
 AW2127
 AW2127                          STATION RECOVERY (2004)
 AW2127
 AW2127'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW2127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0445 ***********************************************************************
 BM0445  DESIGNATION -  F 806
 BM0445  PID         -  BM0445
 BM0445  STATE/COUNTY-  TX/BASTROP
 BM0445  USGS QUAD   -  BASTROP (1982)
 BM0445
 BM0445                         *CURRENT SURVEY CONTROL
 BM0445  ___________________________________________________________________
 BM0445* NAD 83(1986)-  30 00 47.     (N)    097 15 56.     (W)     SCALED    
 BM0445* NAVD 88     -       102.828  (meters)     337.36   (feet)  ADJUSTED  
 BM0445  ___________________________________________________________________
 BM0445  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BM0445  DYNAMIC HT  -         102.689 (meters)     336.91  (feet)  COMP
 BM0445  MODELED GRAV-     979,293.4   (mgal)                       NAVD 88
 BM0445
 BM0445  VERT ORDER  -  FIRST     CLASS I
 BM0445
 BM0445.The horizontal coordinates were scaled from a topographic map and have
 BM0445.an estimated accuracy of +/- 6 seconds.
 BM0445
 BM0445.The orthometric height was determined by differential leveling
 BM0445.and adjusted by the National Geodetic Survey in June 1991..
 BM0445.WARNING-Repeat measurements at this control monument indicate possible
 BM0445.vertical movement.
 BM0445
 BM0445.The geoid height was determined by GEOID03.
 BM0445
 BM0445.The dynamic height is computed by dividing the NAVD 88
 BM0445.geopotential number by the normal gravity value computed on the
 BM0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0445.degrees latitude (g = 980.6199 gals.).
 BM0445
 BM0445.The modeled gravity was interpolated from observed gravity values.
 BM0445
 BM0445;                    North         East    Units  Estimated Accuracy
 BM0445;SPC TX C     - 3,042,480.      995,930.      MT  (+/- 180 meters Scaled)
 BM0445
 BM0445                          SUPERSEDED SURVEY CONTROL
 BM0445
 BM0445  NGVD 29 (??/??/92)  102.780  (m)          337.20   (f) ADJ UNCH    1 1
 BM0445
 BM0445.Superseded values are not recommended for survey control.
 BM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0445.See file dsdata.txt to determine how the superseded data were derived.
 BM0445
 BM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU672214(NAD 83)
 BM0445_MARKER: DB = BENCH MARK DISK
 BM0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0445_STAMPING: F 806 1953
 BM0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0445+STABILITY: SURFACE MOTION
 BM0445
 BM0445  HISTORY     - Date     Condition        Report By
 BM0445  HISTORY     - 1953     MONUMENTED       CGS
 BM0445  HISTORY     - 1973     GOOD             NGS
 BM0445  HISTORY     - 1978     GOOD             NGS
 BM0445
 BM0445                          STATION DESCRIPTION
 BM0445
 BM0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0445'7.05 MI NW FROM SMITHVILLE.
 BM0445'ABOUT 7.05 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0445'RAILROAD FROM THE CROSSING WITH STATE HIGHWAY 95 AT SMITHVILLE, 0.2
 BM0445'MILES NORTHWEST OF THE CROSSING WITH FARM ROAD 2571, 0.1 MILES
 BM0445'SOUTHEAST OF TRESTLE 962.0, 19.7 FEET NORTHWEST OF 4TH TELEPHONE POLE
 BM0445'AND SOUTHEAST MILEPOST 962, 48.0 NORTHEAST OF THE NORTHEAST RAIL, 5.0
 BM0445'FEET SOUTHEAST OF A T-FENCE CORNER POST, 1.7 FEET NORTHEAST OF THE
 BM0445'RAILROAD R. O. W. FENCE, NOTE-- POST AND DISK LEANING SLIGHTLY TO THE
 BM0445'WEST AND LOOKED AS THOUGH IT WAS SET THIS WAY.  1.1 FEET SOUTHWEST OF
 BM0445'A METAL WITNESS POST ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 BM0445'AND THE DISK IN THE TOP OF A CONCRETE POST PROJECTING 14-IN.
 BM0445
 BM0445                          STATION RECOVERY (1978)
 BM0445
 BM0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2408 ***********************************************************************
 AX2408  DESIGNATION -  F 807 RESET 1952
 AX2408  PID         -  AX2408
 AX2408  STATE/COUNTY-  TX/GUADALUPE
 AX2408  USGS QUAD   -  SEGUIN (1994)
 AX2408
 AX2408                         *CURRENT SURVEY CONTROL
 AX2408  ___________________________________________________________________
 AX2408* NAD 83(1986)-  29 34 46.     (N)    097 58 57.     (W)     SCALED    
 AX2408* NAVD 88     -       163.73   (+/-2cm)     537.2    (feet)  VERTCON   
 AX2408  ___________________________________________________________________
 AX2408  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AX2408
 AX2408  VERT ORDER  -  THIRD (See Below)
 AX2408
 AX2408.The horizontal coordinates were scaled from a topographic map and have
 AX2408.an estimated accuracy of +/- 6 seconds.
 AX2408
 AX2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2408.The vertical order pertains to the NGVD 29 superseded value.
 AX2408
 AX2408.The geoid height was determined by GEOID03.
 AX2408
 AX2408;                    North         East    Units  Estimated Accuracy
 AX2408;SPC TXSC     - 4,193,950.      698,570.      MT  (+/- 180 meters Scaled)
 AX2408
 AX2408                          SUPERSEDED SURVEY CONTROL
 AX2408
 AX2408  NGVD 29 (??/??/??)  163.65   (m)          536.9    (f) RESET       3  
 AX2408
 AX2408.Superseded values are not recommended for survey control.
 AX2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2408.See file dsdata.txt to determine how the superseded data were derived.
 AX2408
 AX2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT985726(NAD 83)
 AX2408_MARKER: DB = BENCH MARK DISK
 AX2408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2408_SP_SET: WALK
 AX2408_STAMPING: F 807 RESET 1952
 AX2408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2408
 AX2408  HISTORY     - Date     Condition        Report By
 AX2408  HISTORY     - 1952     MONUMENTED       CGS
 AX2408  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2408  HISTORY     - 19880428 MARK NOT FOUND   USPSQD
 AX2408  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2408
 AX2408                          STATION DESCRIPTION
 AX2408
 AX2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AX2408'1.0 MI W FROM SEGUIN.
 AX2408'ALONG THE NORTH SIDE OF U.S. HIGHWAY NO. 90, IN THE NORTH WEST POINT
 AX2408'OF THE INTERSECTION OF THE HIGHWAY AND WILSON STREET, IN THE CONCRETE
 AX2408'WALK AT THE SOUTH EAST CORNER OF THE BRICK AND TILE BUILDING OCCUPIED
 AX2408'BY THE LAWSON MOTOR COMPANY, THE DODGE-PLYMOUTH AGENCY.  THE MARK IS
 AX2408'40 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, 40 YARDS WEST OF THE
 AX2408'CENTERLINE OF WILSON STREET, 8 INCHES EAST OF THE EAST WALL OF THE
 AX2408'BUILDING AND 1 FOOT NORTHEAST OF THE SOUTH EAST CORNER OF THE
 AX2408'BUILDING.  A STANDARD BRONZE DISK STAMPED F 807 RESET 1952 AND SET IN
 AX2408'A DRILL HOLE IN THE CONCRETE WALK.  TO REACH FROM THE MAIN HIGHWAY
 AX2408'INTERSECTION, HIGHWAYS NOS. 123 AND 90 WHICH IS IN THE NORTH PART OF
 AX2408'SEGUIN, GO WEST ON HIGHWAY NO. 90, 1.0 MILE TO WILSON STREET AND THE
 AX2408'MARK ON THE RIGHT.
 AX2408
 AX2408                          STATION RECOVERY (1988)
 AX2408
 AX2408'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2408'MARK NOT FOUND.
 AX2408
 AX2408                          STATION RECOVERY (1988)
 AX2408
 AX2408'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEP)
 AX2408'MARK NOT FOUND.
 AX2408
 AX2408                          STATION RECOVERY (2005)
 AX2408
 AX2408'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0564 ***********************************************************************
 AY0564  DESIGNATION -  F 809
 AY0564  PID         -  AY0564
 AY0564  STATE/COUNTY-  TX/GUADALUPE
 AY0564  USGS QUAD   -  NEW BERLIN (1957)
 AY0564
 AY0564                         *CURRENT SURVEY CONTROL
 AY0564  ___________________________________________________________________
 AY0564* NAD 83(1986)-  29 26 02.     (N)    098 01 16.     (W)     SCALED    
 AY0564* NAVD 88     -       157.67   (+/-2cm)     517.3    (feet)  VERTCON   
 AY0564  ___________________________________________________________________
 AY0564  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AY0564
 AY0564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0564
 AY0564.The horizontal coordinates were scaled from a topographic map and have
 AY0564.an estimated accuracy of +/- 6 seconds.
 AY0564
 AY0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0564.The vertical order pertains to the NGVD 29 superseded value.
 AY0564
 AY0564.The geoid height was determined by GEOID03.
 AY0564
 AY0564;                    North         East    Units  Estimated Accuracy
 AY0564;SPC TXSC     - 4,177,780.      694,970.      MT  (+/- 180 meters Scaled)
 AY0564
 AY0564                          SUPERSEDED SURVEY CONTROL
 AY0564
 AY0564  NGVD 29 (??/??/92)  157.592  (m)          517.03   (f) ADJ UNCH    2 0
 AY0564
 AY0564.Superseded values are not recommended for survey control.
 AY0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0564.See file dsdata.txt to determine how the superseded data were derived.
 AY0564
 AY0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT949564(NAD 83)
 AY0564_MARKER: DB = BENCH MARK DISK
 AY0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0564_STAMPING: F 809 1943
 AY0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0564+STABILITY: SURFACE MOTION
 AY0564
 AY0564  HISTORY     - Date     Condition        Report By
 AY0564  HISTORY     - 1943     MONUMENTED       CGS
 AY0564  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0564  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0564
 AY0564                          STATION DESCRIPTION
 AY0564
 AY0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0564'10.9 MI NE FROM LAVERNIA.
 AY0564'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 4.2 MILES NORTHERLY
 AY0564'ALONG THE LAVERNIA-NEW BERLIN ROAD TO A CROSS ROAD INTERSECTION,
 AY0564'THENCE 4.9 MILES EASTERLY TO A SIDE ROAD INTERSECTION LEADING NORTH,
 AY0564'THENCE 1.8 MILES NORTHERLY TO A T-ROAD INTERSECTION AND TO SITE OF
 AY0564'BENCH MARK.  BENCH MARK IS 57.0 FEET WEST OF THE CENTERLINE OF THE
 AY0564'NORTH AND SOUTH ROAD, AND 30.0 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW
 AY0564'THE CENTERLINE OF THE EAST AND WEST ROAD.  IT IS 5.4 FEET WEST OF A
 AY0564'FENCE CORNER, 2.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2.4 FEET
 AY0564'EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT. A
 AY0564'STANDARD DISK, STAMPED F 809 1943 AND SET IN THE TOP OF A CONCRETE
 AY0564'POST.
 AY0564
 AY0564                          STATION RECOVERY (1999)
 AY0564
 AY0564'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0564'MARK NOT FOUND.
 AY0564
 AY0564                          STATION RECOVERY (2003)
 AY0564
 AY0564'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0114 ***********************************************************************
 BN0114  DESIGNATION -  F 81 RESET 1955
 BN0114  PID         -  BN0114
 BN0114  STATE/COUNTY-  TX/GILLESPIE
 BN0114  USGS QUAD   -  CHERRY MOUNTAIN (1967)
 BN0114
 BN0114                         *CURRENT SURVEY CONTROL
 BN0114  ___________________________________________________________________
 BN0114* NAD 83(1986)-  30 27 35.     (N)    098 59 25.     (W)     SCALED    
 BN0114* NAVD 88     -       551.801  (meters)    1810.37   (feet)  ADJUSTED  
 BN0114  ___________________________________________________________________
 BN0114  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 BN0114  DYNAMIC HT  -         551.036 (meters)    1807.86  (feet)  COMP
 BN0114  MODELED GRAV-     979,236.9   (mgal)                       NAVD 88
 BN0114
 BN0114  VERT ORDER  -  FIRST     CLASS II
 BN0114
 BN0114.The horizontal coordinates were scaled from a topographic map and have
 BN0114.an estimated accuracy of +/- 6 seconds.
 BN0114
 BN0114.The orthometric height was determined by differential leveling
 BN0114.and adjusted by the National Geodetic Survey in June 1991..
 BN0114
 BN0114.The geoid height was determined by GEOID03.
 BN0114
 BN0114.The dynamic height is computed by dividing the NAVD 88
 BN0114.geopotential number by the normal gravity value computed on the
 BN0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0114.degrees latitude (g = 980.6199 gals.).
 BN0114
 BN0114.The modeled gravity was interpolated from observed gravity values.
 BN0114
 BN0114;                    North         East    Units  Estimated Accuracy
 BN0114;SPC TX C     - 3,088,690.      828,970.      MT  (+/- 180 meters Scaled)
 BN0114
 BN0114                          SUPERSEDED SURVEY CONTROL
 BN0114
 BN0114  NGVD 29 (??/??/??)  551.75   (m)         1810.2    (f) RESET       3  
 BN0114
 BN0114.Superseded values are not recommended for survey control.
 BN0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0114.See file dsdata.txt to determine how the superseded data were derived.
 BN0114
 BN0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU009697(NAD 83)
 BN0114_MARKER: DB = BENCH MARK DISK
 BN0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0114_STAMPING: F 81 RESET 1955
 BN0114_MARK LOGO: TXHD  
 BN0114_PROJECTION: FLUSH
 BN0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0114+STABILITY: SURFACE MOTION
 BN0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0114+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0114
 BN0114  HISTORY     - Date     Condition        Report By
 BN0114  HISTORY     - 1955     MONUMENTED       CGS
 BN0114  HISTORY     - 1967     GOOD             USGS
 BN0114  HISTORY     - 1982     GOOD             NGS
 BN0114  HISTORY     - 19930728 GOOD             USPSQD
 BN0114  HISTORY     - 19960309 GOOD             USPSQD
 BN0114  HISTORY     - 20030120 GOOD             USPSQD
 BN0114  HISTORY     - 20040326 GOOD             USPSQD
 BN0114  HISTORY     - 20051123 GOOD             USPSQD
 BN0114
 BN0114                          STATION DESCRIPTION
 BN0114
 BN0114'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BN0114'15.2 MI NW FROM FREDERICKSBURG.
 BN0114'15.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0114'FREDERICKSBURG, GILLESPIE COUNTY, 750 FEET SOUTHEAST OF A SMALL
 BN0114'BRIDGE, 60 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 87, 166 FEET
 BN0114'SOUTHEAST OF A T-FENCE WEST AND 1.5 FEET NORTHEAST OF A FENCE.  A
 BN0114'STANDARD DISK STAMPED F 81 1931 RESET 1955 AND SET IN THE TOP OF A
 BN0114'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 BN0114
 BN0114                          STATION RECOVERY (1982)
 BN0114
 BN0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0114'12.9 KM (8.0 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION
 BN0114'OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, 0.3 KM (0.2
 BN0114'MI) SOUTHEAST OF A DOUBLE 2.2 METERS (8.0 FT) BY 1.2 METERS (4.0 FT)
 BN0114'CONCRETE CULVERT, NOTE, THIS BENCH MARK WAS ESTABLISHED AND ITS
 BN0114'ELEVATION DETERMINED BY THE ENGINEERS OF THE TEXAS HIGHWAY DEPARTMENT
 BN0114'IN SEPTEMBER 1955, 54.8 METERS (180.0 FT) SOUTHEAST OF A LARGE OAK
 BN0114'TREE ON THE HIGHWAY RIGHT-OF-WAY, 40.0 METERS (161.0 FT) SOUTHEAST OF
 BN0114'A T JUNCTION FENCE, 17.9 METERS (59.0 FT) SOUTHWEST OF THE CENTERLINE
 BN0114'OF THE HIGHWAY, 0.3 METER (1.0 FT) NORTHEAST OF THE FENCE, AND
 BN0114'10.2 METERS (35.5 FT) SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER.
 BN0114'THE MARK IS 1.8 M BELOW HIGHWAY.
 BN0114
 BN0114                          STATION RECOVERY (1993)
 BN0114
 BN0114'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0114'RECOVERED IN GOOD CONDITION.
 BN0114
 BN0114                          STATION RECOVERY (1996)
 BN0114
 BN0114'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0114'RECOVERED IN GOOD CONDITION.
 BN0114
 BN0114                          STATION RECOVERY (2003)
 BN0114
 BN0114'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0114'RECOVERED IN GOOD CONDITION.
 BN0114
 BN0114                          STATION RECOVERY (2004)
 BN0114
 BN0114'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0114'MARK IS ABOUT 2 METERS ABOVE THE HIGHWAY, NOT BELOW THE HIGHWAY.
 BN0114'THERE IS A WITNESS POST-MARK IS ABOUT .3 METERS EAST OF THE POST.
 BN0114
 BN0114                          STATION RECOVERY (2005)
 BN0114
 BN0114'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0114'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4182 ***********************************************************************
 AW4182  DESIGNATION -  F 811
 AW4182  PID         -  AW4182
 AW4182  STATE/COUNTY-  TX/FORT BEND
 AW4182  USGS QUAD   -  NEEDVILLE (1980)
 AW4182
 AW4182                         *CURRENT SURVEY CONTROL
 AW4182  ___________________________________________________________________
 AW4182* NAD 83(1986)-  29 24 41.     (N)    095 50 06.     (W)     SCALED    
 AW4182* NAVD 88     -        27.81   (+/-2cm)      91.2    (feet)  VERTCON   
 AW4182  ___________________________________________________________________
 AW4182  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4182
 AW4182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4182
 AW4182.The horizontal coordinates were scaled from a topographic map and have
 AW4182.an estimated accuracy of +/- 6 seconds.
 AW4182
 AW4182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4182.The vertical order pertains to the NGVD 29 superseded value.
 AW4182
 AW4182.The geoid height was determined by GEOID03.
 AW4182
 AW4182;                    North         East    Units  Estimated Accuracy
 AW4182;SPC TXSC     - 4,179,050.      907,090.      MT  (+/- 180 meters Scaled)
 AW4182
 AW4182                          SUPERSEDED SURVEY CONTROL
 AW4182
 AW4182  NGVD 29 (??/??/92)   27.809  (m)           91.24   (f) ADJ UNCH    2 0
 AW4182
 AW4182.Superseded values are not recommended for survey control.
 AW4182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4182.See file dsdata.txt to determine how the superseded data were derived.
 AW4182
 AW4182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN249569(NAD 83)
 AW4182_MARKER: DB = BENCH MARK DISK
 AW4182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4182_SP_SET: CULVERT
 AW4182_STAMPING: F 811 1943
 AW4182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4182
 AW4182  HISTORY     - Date     Condition        Report By
 AW4182  HISTORY     - 1943     MONUMENTED       CGS
 AW4182  HISTORY     - 1959     GOOD             NGS
 AW4182  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4182  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4182  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4182
 AW4182                          STATION DESCRIPTION
 AW4182
 AW4182'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4182'10.55 MI S FROM ROSENBERG.
 AW4182'TO REACH FROM THE FIRST BAPTIST CHURCH AT ROSENBERG, PROCEED 10.55
 AW4182'MILES SOUTHERLY ALONG STATE HIGHWAY NO.36 TO A CONCRETE CULVERT AND
 AW4182'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AW4182'NORTH END OF THE EAST HEADWALL OF A 4X20 FOOT FOUR WAY CONCRETE BOX
 AW4182'CULVERT UNDER THE HIGHWAY.  IT IS 15.6 FEET EAST OF AND ABOUT THE SAME
 AW4182'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AW4182
 AW4182                          STATION RECOVERY (1959)
 AW4182
 AW4182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW4182'RECOVERED IN GOOD CONDITION.
 AW4182
 AW4182                          STATION RECOVERY (1988)
 AW4182
 AW4182'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4182'MARK NOT FOUND.
 AW4182
 AW4182                          STATION RECOVERY (1989)
 AW4182
 AW4182'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4182'MARK NOT FOUND.
 AW4182
 AW4182                          STATION RECOVERY (1995)
 AW4182
 AW4182'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4183 ***********************************************************************
 AW4183  DESIGNATION -  F 811 RESET 1959
 AW4183  PID         -  AW4183
 AW4183  STATE/COUNTY-  TX/FORT BEND
 AW4183  USGS QUAD   -  NEEDVILLE (1980)
 AW4183
 AW4183                         *CURRENT SURVEY CONTROL
 AW4183  ___________________________________________________________________
 AW4183* NAD 83(1986)-  29 24 41.     (N)    095 50 06.     (W)     SCALED    
 AW4183* NAVD 88     -        26.94   (+/-2cm)      88.4    (feet)  VERTCON   
 AW4183  ___________________________________________________________________
 AW4183  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4183
 AW4183  VERT ORDER  -  THIRD (See Below)
 AW4183
 AW4183.The horizontal coordinates were scaled from a topographic map and have
 AW4183.an estimated accuracy of +/- 6 seconds.
 AW4183
 AW4183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4183.The vertical order pertains to the NGVD 29 superseded value.
 AW4183
 AW4183.The geoid height was determined by GEOID03.
 AW4183
 AW4183;                    North         East    Units  Estimated Accuracy
 AW4183;SPC TXSC     - 4,179,050.      907,090.      MT  (+/- 180 meters Scaled)
 AW4183
 AW4183                          SUPERSEDED SURVEY CONTROL
 AW4183
 AW4183  NGVD 29 (01/29/03)   26.94   (m)           88.4    (f) RESET       3  
 AW4183
 AW4183.Superseded values are not recommended for survey control.
 AW4183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4183.See file dsdata.txt to determine how the superseded data were derived.
 AW4183
 AW4183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN249569(NAD 83)
 AW4183_MARKER: DB = BENCH MARK DISK
 AW4183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4183_SP_SET: CULVERT
 AW4183_STAMPING: F 811 RESET 1959
 AW4183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4183
 AW4183  HISTORY     - Date     Condition        Report By
 AW4183  HISTORY     - 1959     MONUMENTED       CGS
 AW4183  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4183  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4183
 AW4183                          STATION DESCRIPTION
 AW4183
 AW4183'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW4183'10.55 MI S FROM ROSENBERG.
 AW4183'TO REACH FROM THE FIRST BAPTIST CHURCH IN ROSENBERG, GO SOUTH ON STATE
 AW4183'HIGHWAY NO.36, 10.55 MILES TO THE MARK ON THE RIGHT.  THE MARK IS 18
 AW4183'YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, 15 YARDS EAST OF THE
 AW4183'CENTERLINE OF THE RAILROAD TRACKS, 3 FEET WEST OF THE RIGHT-OF-WAY
 AW4183'LINE AND 6 FEET NORTHWEST OF A TELEGRAPH POLE.  IT IS ABOUT 75 YARDS
 AW4183'SOUTHEAST OF A RAILROAD BRIDGE AND SOUTH OF A CULVERT. A STANDARD DISK
 AW4183'STAMPED F 811 RESET 1959 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 AW4183
 AW4183                          STATION RECOVERY (1973)
 AW4183
 AW4183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4183'MARK NOT FOUND.
 AW4183
 AW4183                          STATION RECOVERY (1989)
 AW4183
 AW4183'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0415 ***********************************************************************
 AX0415  DESIGNATION -  F 813
 AX0415  PID         -  AX0415
 AX0415  STATE/COUNTY-  TX/WHARTON
 AX0415  USGS QUAD   -  EAST BERNARD (1980)
 AX0415
 AX0415                         *CURRENT SURVEY CONTROL
 AX0415  ___________________________________________________________________
 AX0415* NAD 83(1986)-  29 30 01.     (N)    096 04 35.     (W)     SCALED    
 AX0415* NAVD 88     -        36.75   (+/-2cm)     120.6    (feet)  VERTCON   
 AX0415  ___________________________________________________________________
 AX0415  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0415
 AX0415  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0415
 AX0415.The horizontal coordinates were scaled from a topographic map and have
 AX0415.an estimated accuracy of +/- 6 seconds.
 AX0415
 AX0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0415.The vertical order pertains to the NGVD 29 superseded value.
 AX0415
 AX0415.The geoid height was determined by GEOID03.
 AX0415
 AX0415;                    North         East    Units  Estimated Accuracy
 AX0415;SPC TXSC     - 4,188,280.      883,420.      MT  (+/- 180 meters Scaled)
 AX0415
 AX0415                          SUPERSEDED SURVEY CONTROL
 AX0415
 AX0415  NGVD 29 (??/??/92)   36.744  (m)          120.55   (f) ADJ UNCH    2 0
 AX0415
 AX0415.Superseded values are not recommended for survey control.
 AX0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0415.See file dsdata.txt to determine how the superseded data were derived.
 AX0415
 AX0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT834669(NAD 83)
 AX0415_MARKER: DB = BENCH MARK DISK
 AX0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0415_SP_SET: CULVERT
 AX0415_STAMPING: F 813 1943
 AX0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0415
 AX0415  HISTORY     - Date     Condition        Report By
 AX0415  HISTORY     - 1943     MONUMENTED       CGS
 AX0415  HISTORY     - 1954     GOOD             CGS
 AX0415  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0415
 AX0415                          STATION DESCRIPTION
 AX0415
 AX0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0415'2.3 MI S FROM EAST BERNARD.
 AX0415'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90-A AND STATE HIGHWAY
 AX0415'NO.60 AT EAST BERNARD, PROCEED 2.3 MILES SOUTHERLY ALONG STATE HIGHWAY
 AX0415'NO.60 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX0415'HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 4X6
 AX0415'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 132.0 FEET NORTH
 AX0415'OF AND ACROSS THE HIGHWAY FROM THE CENTERLINE OF A PRIVATE ROAD
 AX0415'LEADING EAST TO A FARM HOUSE, 14.6 FEET WEST OF AND ABOUT 1.0 FOOT
 AX0415'ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX0415
 AX0415                          STATION RECOVERY (1954)
 AX0415
 AX0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 AX0415'2.3 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE INTERSECTION OF U.S.
 AX0415'HIGHWAY 90 A AT EAST BERNARD, WHARTON COUNTY 132 FEET NORTH OF THE
 AX0415'JUNCTION OF A PRIVATE ROAD LEADING EAST TO A FARMHOUSE, AT A 4- BY
 AX0415'6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE
 AX0415'SOUTH END OF THE WEST HEADWALL, 14.6 FEET WEST OF THE CENTERLINE OF
 AX0415'THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. A STANDARD
 AX0415'DISK, STAMPED "F 813 1943".
 AX0415
 AX0415                          STATION RECOVERY (1991)
 AX0415
 AX0415'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0402 ***********************************************************************
 AX0402  DESIGNATION -  F 814
 AX0402  PID         -  AX0402
 AX0402  STATE/COUNTY-  TX/WHARTON
 AX0402  USGS QUAD   -  EGYPT (1980)
 AX0402
 AX0402                         *CURRENT SURVEY CONTROL
 AX0402  ___________________________________________________________________
 AX0402* NAD 83(1986)-  29 23 06.     (N)    096 10 42.     (W)     SCALED    
 AX0402* NAVD 88     -        34.28   (+/-2cm)     112.5    (feet)  VERTCON   
 AX0402  ___________________________________________________________________
 AX0402  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0402
 AX0402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0402
 AX0402.The horizontal coordinates were scaled from a topographic map and have
 AX0402.an estimated accuracy of +/- 6 seconds.
 AX0402
 AX0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0402.The vertical order pertains to the NGVD 29 superseded value.
 AX0402
 AX0402.The geoid height was determined by GEOID03.
 AX0402
 AX0402;                    North         East    Units  Estimated Accuracy
 AX0402;SPC TXSC     - 4,175,270.      873,850.      MT  (+/- 180 meters Scaled)
 AX0402
 AX0402                          SUPERSEDED SURVEY CONTROL
 AX0402
 AX0402  NGVD 29 (??/??/92)   34.283  (m)          112.48   (f) ADJ UNCH    2 0
 AX0402
 AX0402.Superseded values are not recommended for survey control.
 AX0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0402.See file dsdata.txt to determine how the superseded data were derived.
 AX0402
 AX0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT738539(NAD 83)
 AX0402_MARKER: DB = BENCH MARK DISK
 AX0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0402_STAMPING: F 814 1943
 AX0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0402+STABILITY: SURFACE MOTION
 AX0402
 AX0402  HISTORY     - Date     Condition        Report By
 AX0402  HISTORY     - 1943     MONUMENTED       CGS
 AX0402
 AX0402                          STATION DESCRIPTION
 AX0402
 AX0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0402'4.0 MI E FROM EGYPT.
 AX0402'TO REACH FROM THE POST OFFICE AT EGYPT, PROCEED 4.0 MILES EASTERLY
 AX0402'ALONG THE EGYPT - HUNGERFORD ROAD TO THE SCHOOL BUILDING AT THE
 AX0402'SPANISH CAMP AND SITE OF BENCH MARK.  BENCH MARK IS 74.4 FEET SOUTH OF
 AX0402'THE SOUTHEAST CORNER OF THE SPANISH CAMP SCHOOL BUILDING.  IT IS 38.0
 AX0402'FEET WEST OF AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF THE ROAD, 2.6
 AX0402'FEET WEST OF A POWER TRANSMISSION POLE.  MONUMENT IS 2.3 FEET NORTH OF
 AX0402'A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE
 AX0402'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0166 ***********************************************************************
 AX0166  DESIGNATION -  F 815
 AX0166  PID         -  AX0166
 AX0166  STATE/COUNTY-  TX/COLORADO
 AX0166  USGS QUAD   -  ALLEYTON (1981)
 AX0166
 AX0166                         *CURRENT SURVEY CONTROL
 AX0166  ___________________________________________________________________
 AX0166* NAD 83(1986)-  29 44 37.     (N)    096 24 34.     (W)     SCALED    
 AX0166* NAVD 88     -        82.02   (+/-2cm)     269.1    (feet)  VERTCON   
 AX0166  ___________________________________________________________________
 AX0166  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0166
 AX0166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0166
 AX0166.The horizontal coordinates were scaled from a topographic map and have
 AX0166.an estimated accuracy of +/- 6 seconds.
 AX0166
 AX0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0166.The vertical order pertains to the NGVD 29 superseded value.
 AX0166
 AX0166.The geoid height was determined by GEOID03.
 AX0166
 AX0166;                    North         East    Units  Estimated Accuracy
 AX0166;SPC TXSC     - 4,214,490.      850,550.      MT  (+/- 180 meters Scaled)
 AX0166
 AX0166                          SUPERSEDED SURVEY CONTROL
 AX0166
 AX0166  NGVD 29 (??/??/92)   81.994  (m)          269.01   (f) ADJ UNCH    2 0
 AX0166
 AX0166.Superseded values are not recommended for survey control.
 AX0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0166.See file dsdata.txt to determine how the superseded data were derived.
 AX0166
 AX0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT505931(NAD 83)
 AX0166_MARKER: DB = BENCH MARK DISK
 AX0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0166_STAMPING: F 815 1943
 AX0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0166+STABILITY: SURFACE MOTION
 AX0166
 AX0166  HISTORY     - Date     Condition        Report By
 AX0166  HISTORY     - 1943     MONUMENTED       CGS
 AX0166  HISTORY     - 1957     MARK NOT FOUND   USGS
 AX0166  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0166
 AX0166                          STATION DESCRIPTION
 AX0166
 AX0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0166'1.6 MI SW FROM BERNARDO.
 AX0166'TO REACH FROM THE FOUR CORNERS AT BERNARDO, PROCEED 1.6 MILE
 AX0166'SOUTHWESTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX0166'IS 62.0 YARDS NORTHEAST OF THE CENTERLINE OF A DIRT CROSS ROAD.  IT IS
 AX0166'34.0 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AX0166'OF THE ROAD, 1.1 FOOT SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE.
 AX0166'MONUMENT IS 2.2 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AX0166'AND PROJECTS 0.1 FOOT ABOVE THE GROUND.  A STANDARD DISK, SET IN THE
 AX0166'TOP OF A CONCRETE POST.  NOTE-- IT WAS PROBABLY BURIED OR DESTROYED
 AX0166'DURING RECENT HIGHWAY CONSTRUCTION.
 AX0166
 AX0166                          STATION RECOVERY (1957)
 AX0166
 AX0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AX0166'MARK NOT FOUND.
 AX0166
 AX0166                          STATION RECOVERY (1991)
 AX0166
 AX0166'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0150 ***********************************************************************
 AX0150  DESIGNATION -  F 816
 AX0150  PID         -  AX0150
 AX0150  STATE/COUNTY-  TX/AUSTIN
 AX0150  USGS QUAD   -  REXVILLE (1981)
 AX0150
 AX0150                         *CURRENT SURVEY CONTROL
 AX0150  ___________________________________________________________________
 AX0150* NAD 83(1986)-  29 42 33.     (N)    096 13 36.     (W)     SCALED    
 AX0150* NAVD 88     -        58.51   (+/-2cm)     192.0    (feet)  VERTCON   
 AX0150  ___________________________________________________________________
 AX0150  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0150
 AX0150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0150
 AX0150.The horizontal coordinates were scaled from a topographic map and have
 AX0150.an estimated accuracy of +/- 6 seconds.
 AX0150
 AX0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0150.The vertical order pertains to the NGVD 29 superseded value.
 AX0150
 AX0150.The geoid height was determined by GEOID03.
 AX0150
 AX0150;                    North         East    Units  Estimated Accuracy
 AX0150;SPC TXSC     - 4,211,080.      868,310.      MT  (+/- 180 meters Scaled)
 AX0150
 AX0150                          SUPERSEDED SURVEY CONTROL
 AX0150
 AX0150  NGVD 29 (??/??/92)   58.488  (m)          191.89   (f) ADJ UNCH    2 0
 AX0150
 AX0150.Superseded values are not recommended for survey control.
 AX0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0150.See file dsdata.txt to determine how the superseded data were derived.
 AX0150
 AX0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT683897(NAD 83)
 AX0150_MARKER: DB = BENCH MARK DISK
 AX0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0150_STAMPING: F 816 1943
 AX0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0150+STABILITY: SURFACE MOTION
 AX0150
 AX0150  HISTORY     - Date     Condition        Report By
 AX0150  HISTORY     - 1943     MONUMENTED       CGS
 AX0150  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0150
 AX0150                          STATION DESCRIPTION
 AX0150
 AX0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0150'7 0 MI SW FROM SEALY.
 AX0150'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD FREIGHT STATION
 AX0150'AT SEALY, PROCEED 7.0 MILES SOUTHWESTERLY ALONG THE TRACK TO MILE POST
 AX0150'NO. 7 AND SITE OF BENCH MARK.  BENCH MARK IS 94.5 FEET SOUTHEAST OF
 AX0150'AND ACROSS THE TRACK FROM MILE POST NO. 7.  IT IS 46.5 FEET SOUTHEAST
 AX0150'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE TRACK, 4.0 FEET
 AX0150'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE. MONUMENT IS 2.6 FEET
 AX0150'SOUTHWEST OF 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT
 AX0150'ABOVE THE GROUND. A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 AX0150
 AX0150                          STATION RECOVERY (1999)
 AX0150
 AX0150'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0174 ***********************************************************************
 AX0174  DESIGNATION -  F 817
 AX0174  PID         -  AX0174
 AX0174  STATE/COUNTY-  TX/COLORADO
 AX0174  USGS QUAD   -  EAGLE LAKE NE (1981)
 AX0174
 AX0174                         *CURRENT SURVEY CONTROL
 AX0174  ___________________________________________________________________
 AX0174* NAD 83(1986)-  29 37 41.     (N)    096 17 50.     (W)     SCALED    
 AX0174* NAVD 88     -        53.39   (+/-2cm)     175.2    (feet)  VERTCON   
 AX0174  ___________________________________________________________________
 AX0174  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0174
 AX0174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0174
 AX0174.The horizontal coordinates were scaled from a topographic map and have
 AX0174.an estimated accuracy of +/- 6 seconds.
 AX0174
 AX0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0174.The vertical order pertains to the NGVD 29 superseded value.
 AX0174
 AX0174.The geoid height was determined by GEOID03.
 AX0174
 AX0174;                    North         East    Units  Estimated Accuracy
 AX0174;SPC TXSC     - 4,201,930.      861,690.      MT  (+/- 180 meters Scaled)
 AX0174
 AX0174                          SUPERSEDED SURVEY CONTROL
 AX0174
 AX0174  NGVD 29 (??/??/92)   53.379  (m)          175.13   (f) ADJ UNCH    2 0
 AX0174
 AX0174.Superseded values are not recommended for survey control.
 AX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0174.See file dsdata.txt to determine how the superseded data were derived.
 AX0174
 AX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT616806(NAD 83)
 AX0174_MARKER: DB = BENCH MARK DISK
 AX0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0174_STAMPING: F 817 1943
 AX0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0174+STABILITY: SURFACE MOTION
 AX0174
 AX0174  HISTORY     - Date     Condition        Report By
 AX0174  HISTORY     - 1943     MONUMENTED       CGS
 AX0174  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX0174
 AX0174                          STATION DESCRIPTION
 AX0174
 AX0174'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX0174'3.6 MI N FROM EAGLE LAKE.
 AX0174'3.2 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 AX0174'THE EAGLE LAKE RICE MILLING COMPANY AT EAGLE LAKE, THENCE 0.4 MILE
 AX0174'WEST ALONG A GRAVEL ROAD.  AT A ROAD INTERSECTION, 35 FEET EAST OF THE
 AX0174'CENTERLINE OF THE CROSS ROAD, 33 FEET SOUTH OF THE CENTERLINE OF THE
 AX0174'MAIN ROAD, 13.4 FEET EAST OF A CONCRETE CORNER POST, AND 2.4 FEET WEST
 AX0174'OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AX0174'PROJECTING 0.1 FOOT ABOVE GROUND.  NOTE-- DIGGING AT THIS POINT
 AX0174'LOCATED THE BOTTOM PART OF THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1075 ***********************************************************************
 AX1075  DESIGNATION -  F 818 RESET 1958
 AX1075  PID         -  AX1075
 AX1075  STATE/COUNTY-  TX/FAYETTE
 AX1075  USGS QUAD   -  ELLINGER (1981)
 AX1075
 AX1075                         *CURRENT SURVEY CONTROL
 AX1075  ___________________________________________________________________
 AX1075* NAD 83(1986)-  29 51 15.     (N)    096 41 06.     (W)     SCALED    
 AX1075* NAVD 88     -       101.04   (+/-2cm)     331.5    (feet)  VERTCON   
 AX1075  ___________________________________________________________________
 AX1075  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX1075
 AX1075  VERT ORDER  -  THIRD (See Below)
 AX1075
 AX1075.The horizontal coordinates were scaled from a topographic map and have
 AX1075.an estimated accuracy of +/- 6 seconds.
 AX1075
 AX1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1075.The vertical order pertains to the NGVD 29 superseded value.
 AX1075
 AX1075.The geoid height was determined by GEOID03.
 AX1075
 AX1075;                    North         East    Units  Estimated Accuracy
 AX1075;SPC TXSC     - 4,226,180.      823,660.      MT  (+/- 180 meters Scaled)
 AX1075
 AX1075                          SUPERSEDED SURVEY CONTROL
 AX1075
 AX1075  NGVD 29 (??/??/??)  101.00   (m)          331.4    (f) RESET       3  
 AX1075
 AX1075.Superseded values are not recommended for survey control.
 AX1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1075.See file dsdata.txt to determine how the superseded data were derived.
 AX1075
 AX1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU236048(NAD 83)
 AX1075_MARKER: DB = BENCH MARK DISK
 AX1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1075_STAMPING: F 818 RESET 1958
 AX1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1075+STABILITY: SURFACE MOTION
 AX1075
 AX1075  HISTORY     - Date     Condition        Report By
 AX1075  HISTORY     - 1958     MONUMENTED       CGS
 AX1075  HISTORY     - 19970607 POOR             USPSQD
 AX1075
 AX1075                          STATION DESCRIPTION
 AX1075
 AX1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AX1075'1.7 MI NE FROM ELLINGER.
 AX1075'ABOUT 1.7 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE IN
 AX1075'ELLINGER, ABOUT 10 FEET NORTH OF THE NORTH RIGHT-OF-WAY LINE OF THE
 AX1075'ROAD, ON A LOW, BARE MOUND BETWEEN THE ROAD AND THE CREEK BED, ABOUT
 AX1075'125 YARDS SOUTH OF A SMALL BRIDGE AND 0.1 MILE SOUTH WEST OF A FARM
 AX1075'AND STOCK LOADING PEN.  IT IS ABOUT 50 FEET SOUTH OF THE CREEK BANK. A
 AX1075'STANDARD DISK, SET IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 AX1075
 AX1075                          STATION RECOVERY (1997)
 AX1075
 AX1075'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1075'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1092 ***********************************************************************
 AX1092  DESIGNATION -  F 819
 AX1092  PID         -  AX1092
 AX1092  STATE/COUNTY-  TX/FAYETTE
 AX1092  USGS QUAD   -  WEIMAR (1981)
 AX1092
 AX1092                         *CURRENT SURVEY CONTROL
 AX1092  ___________________________________________________________________
 AX1092* NAD 83(1986)-  29 41 19.     (N)    096 52 01.     (W)     SCALED    
 AX1092* NAVD 88     -        82.58   (+/-2cm)     270.9    (feet)  VERTCON   
 AX1092  ___________________________________________________________________
 AX1092  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX1092
 AX1092  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1092
 AX1092.The horizontal coordinates were scaled from a topographic map and have
 AX1092.an estimated accuracy of +/- 6 seconds.
 AX1092
 AX1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1092.The vertical order pertains to the NGVD 29 superseded value.
 AX1092
 AX1092.The geoid height was determined by GEOID03.
 AX1092
 AX1092;                    North         East    Units  Estimated Accuracy
 AX1092;SPC TXSC     - 4,207,500.      806,410.      MT  (+/- 180 meters Scaled)
 AX1092
 AX1092                          SUPERSEDED SURVEY CONTROL
 AX1092
 AX1092  NGVD 29 (??/??/92)   82.552  (m)          270.84   (f) ADJ UNCH    2 0
 AX1092
 AX1092.Superseded values are not recommended for survey control.
 AX1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1092.See file dsdata.txt to determine how the superseded data were derived.
 AX1092
 AX1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT063861(NAD 83)
 AX1092_MARKER: DB = BENCH MARK DISK
 AX1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1092_SP_SET: BRIDGE
 AX1092_STAMPING: F 819 1943
 AX1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1092+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1092
 AX1092  HISTORY     - Date     Condition        Report By
 AX1092  HISTORY     - 1943     MONUMENTED       CGS
 AX1092  HISTORY     - 1970     GOOD             TXHD
 AX1092  HISTORY     - 1987     GOOD             USPSQD
 AX1092  HISTORY     - 1990     GOOD             USPSQD
 AX1092  HISTORY     - 19970608 GOOD             USPSQD
 AX1092  HISTORY     - 20020727 GOOD             USPSQD
 AX1092  HISTORY     - 20040318 GOOD             USPSQD
 AX1092  HISTORY     - 20050318 GOOD             USPSQD
 AX1092
 AX1092                          STATION DESCRIPTION
 AX1092
 AX1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1092'2.35 MI E FROM SCHULENBURG.
 AX1092'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 90 AND U.S. HIGHWAY NO.
 AX1092'77 AT SCHULENBURG, PROCEED 2.35 MILES EASTERLY ALONG U.S. HIGHWAY NO.
 AX1092'90 TO A CONCRETE BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1092'HORIZONTALLY IN THE TOP OF THE SOUTHEAST END OF THE NORTHWEST WINGWALL
 AX1092'OF AN 80.0 FOOT CONCRETE BRIDGE OVER A CREEK.  IT IS 14.8 FEET NORTH
 AX1092'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX1092
 AX1092                          STATION RECOVERY (1970)
 AX1092
 AX1092'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1092'RECOVERED IN GOOD CONDITION.
 AX1092
 AX1092                          STATION RECOVERY (1987)
 AX1092
 AX1092'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1092'RECOVERED IN GOOD CONDITION.
 AX1092
 AX1092                          STATION RECOVERY (1990)
 AX1092
 AX1092'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX1092'RECOVERED IN GOOD CONDITION.
 AX1092
 AX1092                          STATION RECOVERY (1997)
 AX1092
 AX1092'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1092'RECOVERED IN GOOD CONDITION.
 AX1092
 AX1092                          STATION RECOVERY (2002)
 AX1092
 AX1092'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1092'RECOVERED IN GOOD CONDITION.
 AX1092
 AX1092                          STATION RECOVERY (2004)
 AX1092
 AX1092'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1092'RECOVERED IN GOOD CONDITION.
 AX1092
 AX1092                          STATION RECOVERY (2005)
 AX1092
 AX1092'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0916 ***********************************************************************
 AY0916  DESIGNATION -  F 82
 AY0916  PID         -  AY0916
 AY0916  STATE/COUNTY-  TX/KENDALL
 AY0916  USGS QUAD   -  WARING (1982)
 AY0916
 AY0916                         *CURRENT SURVEY CONTROL
 AY0916  ___________________________________________________________________
 AY0916* NAD 83(1986)-  29 56 23.     (N)    098 47 19.     (W)     SCALED    
 AY0916* NAVD 88     -       427.088  (meters)    1401.20   (feet)  POSTED    
 AY0916  ___________________________________________________________________
 AY0916  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AY0916  DYNAMIC HT  -         426.480 (meters)    1399.21  (feet)  COMP
 AY0916  MODELED GRAV-     979,203.9   (mgal)                       NAVD 88
 AY0916
 AY0916  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0916
 AY0916.The horizontal coordinates were scaled from a topographic map and have
 AY0916.an estimated accuracy of +/- 6 seconds.
 AY0916
 AY0916.The orthometric height was determined by differential leveling
 AY0916.and adjusted by the National Geodetic Survey in 1992..
 AY0916.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0916.rate of 0.0 thru 1.0 mm/km.
 AY0916
 AY0916.The geoid height was determined by GEOID03.
 AY0916
 AY0916.The dynamic height is computed by dividing the NAVD 88
 AY0916.geopotential number by the normal gravity value computed on the
 AY0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0916.degrees latitude (g = 980.6199 gals.).
 AY0916
 AY0916.The modeled gravity was interpolated from observed gravity values.
 AY0916
 AY0916;                    North         East    Units  Estimated Accuracy
 AY0916;SPC TXSC     - 4,233,470.      620,410.      MT  (+/- 180 meters Scaled)
 AY0916
 AY0916                          SUPERSEDED SURVEY CONTROL
 AY0916
 AY0916  NGVD 29 (??/??/92)  427.019  (m)         1400.98   (f) ADJ UNCH    1 2
 AY0916
 AY0916.Superseded values are not recommended for survey control.
 AY0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0916.See file dsdata.txt to determine how the superseded data were derived.
 AY0916
 AY0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU204121(NAD 83)
 AY0916_MARKER: DB = BENCH MARK DISK
 AY0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0916_STAMPING: F 82 1931
 AY0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0916+STABILITY: SURFACE MOTION
 AY0916
 AY0916  HISTORY     - Date     Condition        Report By
 AY0916  HISTORY     - 1931     MONUMENTED       CGS
 AY0916  HISTORY     - 1953     GOOD             NGS
 AY0916  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0916  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 AY0916
 AY0916                          STATION DESCRIPTION
 AY0916
 AY0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0916'1.3 MI SE FROM WARING.
 AY0916'1.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0916'STATION AT WARING, 2.1 MILES NORTHWEST OF THE POST OFFICE AT WELFARE,
 AY0916'4 POLES NORTHWEST OF MILEPOST 281, AT AN ABANDONED ROAD CROSSING, 30
 AY0916'FEET SOUTHEAST OF THE CENTER LINE OF AN ABANDONED ROAD, 24 FEET
 AY0916'NORTHEAST OF THE NORTHEAST RAIL, 12 FEET NORTHWEST OF THE 4TH POLE
 AY0916'NORTHWEST OF MILEPOST 281, 15 FEET SOUTHWEST OF A FENCE, SET IN THE
 AY0916'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AY0916
 AY0916                          STATION RECOVERY (1982)
 AY0916
 AY0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0916'NOT SEARCHED FOR, INACCESSIBLE, LOCKED GATES.
 AY0916
 AY0916                          STATION RECOVERY (1994)
 AY0916
 AY0916'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1441 ***********************************************************************
 AN1441  DESIGNATION -  F 820
 AN1441  PID         -  AN1441
 AN1441  STATE/COUNTY-  TX/BEE
 AN1441  USGS QUAD   -  BLANCONIA (1979)
 AN1441
 AN1441                         *CURRENT SURVEY CONTROL
 AN1441  ___________________________________________________________________
 AN1441* NAD 83(1986)-  28 23 25.     (N)    097 28 17.     (W)     SCALED    
 AN1441* NAVD 88     -        28.58   (+/-2cm)      93.8    (feet)  VERTCON   
 AN1441  ___________________________________________________________________
 AN1441  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN1441
 AN1441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1441
 AN1441.The horizontal coordinates were scaled from a topographic map and have
 AN1441.an estimated accuracy of +/- 6 seconds.
 AN1441
 AN1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1441.The vertical order pertains to the NGVD 29 superseded value.
 AN1441
 AN1441.The geoid height was determined by GEOID03.
 AN1441
 AN1441;                    North         East    Units  Estimated Accuracy
 AN1441;SPC TXSC     - 4,062,710.      749,810.      MT  (+/- 180 meters Scaled)
 AN1441
 AN1441                          SUPERSEDED SURVEY CONTROL
 AN1441
 AN1441  NGVD 29 (??/??/92)   28.660  (m)           94.03   (f) ADJ UNCH    2 0
 AN1441
 AN1441.Superseded values are not recommended for survey control.
 AN1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1441.See file dsdata.txt to determine how the superseded data were derived.
 AN1441
 AN1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS497413(NAD 83)
 AN1441_MARKER: DB = BENCH MARK DISK
 AN1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1441_STAMPING: F 820 1943
 AN1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1441+STABILITY: SURFACE MOTION
 AN1441
 AN1441  HISTORY     - Date     Condition        Report By
 AN1441  HISTORY     - 1943     MONUMENTED       CGS
 AN1441  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1441
 AN1441                          STATION DESCRIPTION
 AN1441
 AN1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1441'4.0 MI SW FROM BLANCONIA.
 AN1441'0.6 MILE SOUTH ALONG A COUNTY ROAD FROM THE CATHOLIC CHURCH AT
 AN1441'BLANCONIA, BEE COUNTY, THENCE 3.4 MILES WEST ALONG STATE HIGHWAY 202.
 AN1441'0.2 MILE WEST OF A CONCRETE CULVERT UNDER THE HIGHWAY, 56 FEET NORTH
 AN1441'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 AN1441'FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT BELOW
 AN1441'THE HIGHWAY.  A STANDARD DISK, STAMPED F 820 1943 AND SET IN THE TOP
 AN1441'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN1441
 AN1441                          STATION RECOVERY (1996)
 AN1441
 AN1441'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2226 ***********************************************************************
 AX2226  DESIGNATION -  F 821
 AX2226  PID         -  AX2226
 AX2226  STATE/COUNTY-  TX/CALDWELL
 AX2226  USGS QUAD   -  LULING (1994)
 AX2226
 AX2226                         *CURRENT SURVEY CONTROL
 AX2226  ___________________________________________________________________
 AX2226* NAD 83(1986)-  29 41 55.     (N)    097 39 13.     (W)     SCALED    
 AX2226* NAVD 88     -       129.46   (+/-2cm)     424.7    (feet)  VERTCON   
 AX2226  ___________________________________________________________________
 AX2226  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2226
 AX2226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2226
 AX2226.The horizontal coordinates were scaled from a topographic map and have
 AX2226.an estimated accuracy of +/- 6 seconds.
 AX2226
 AX2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2226.The vertical order pertains to the NGVD 29 superseded value.
 AX2226
 AX2226.The geoid height was determined by GEOID03.
 AX2226
 AX2226;                    North         East    Units  Estimated Accuracy
 AX2226;SPC TXSC     - 4,207,470.      730,280.      MT  (+/- 180 meters Scaled)
 AX2226
 AX2226                          SUPERSEDED SURVEY CONTROL
 AX2226
 AX2226  NGVD 29 (??/??/92)  129.401  (m)          424.54   (f) ADJ UNCH    2 0
 AX2226
 AX2226.Superseded values are not recommended for survey control.
 AX2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2226.See file dsdata.txt to determine how the superseded data were derived.
 AX2226
 AX2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT302861(NAD 83)
 AX2226_MARKER: DB = BENCH MARK DISK
 AX2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2226_STAMPING: F 821 1943
 AX2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2226+STABILITY: SURFACE MOTION
 AX2226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2226+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AX2226
 AX2226  HISTORY     - Date     Condition        Report By
 AX2226  HISTORY     - 1943     MONUMENTED       CGS
 AX2226  HISTORY     - 1959     GOOD             DOD
 AX2226  HISTORY     - 1988     GOOD             USPSQD
 AX2226  HISTORY     - 1990     GOOD             USPSQD
 AX2226  HISTORY     - 19930808 GOOD             USPSQD
 AX2226  HISTORY     - 19990925 GOOD             USPSQD
 AX2226  HISTORY     - 20050222 GOOD             USPSQD
 AX2226
 AX2226                          STATION DESCRIPTION
 AX2226
 AX2226'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2226'1 MI N FROM LULING.
 AX2226'1.0 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE INTERSECTION OF STATE
 AX2226'HIGHWAY 80 AT LULING, CALDWELL COUNTY, AT A POWER SUB-STATION, 52 FEET
 AX2226'NORTHEAST OF THE NORTHEAST CORNER OF THE FENCE AROUND THE STATION, 29
 AX2226'FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET
 AX2226'SOUTHWEST OF A FENCE CORNER, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 AX2226'POST, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  NOTE-- THE MARK IS
 AX2226'155 FEET NORTH-NORTHWEST OF THE INTERSECTING CENTERLINES OF THE
 AX2226'NORTH-NORTHWEST AND SOUTH-SOUTHEAST HIGHWAY AND A ROAD TO THE
 AX2226'WEST-NORTHWEST, AND 102 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF
 AX2226'THE POWER SUB-STATION ENCLOSURE.
 AX2226
 AX2226                          STATION RECOVERY (1988)
 AX2226
 AX2226'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2226'RECOVERED IN GOOD CONDITION.
 AX2226
 AX2226                          STATION RECOVERY (1990)
 AX2226
 AX2226'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2226'RECOVERED IN GOOD CONDITION.
 AX2226
 AX2226                          STATION RECOVERY (1993)
 AX2226
 AX2226'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2226'RECOVERED IN GOOD CONDITION.
 AX2226
 AX2226                          STATION RECOVERY (1999)
 AX2226
 AX2226'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2226'RECOVERED IN GOOD CONDITION.
 AX2226
 AX2226                          STATION RECOVERY (2005)
 AX2226
 AX2226'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2312 ***********************************************************************
 AX2312  DESIGNATION -  F 823
 AX2312  PID         -  AX2312
 AX2312  STATE/COUNTY-  TX/GONZALES
 AX2312  USGS QUAD   -  HARWOOD (1981)
 AX2312
 AX2312                         *CURRENT SURVEY CONTROL
 AX2312  ___________________________________________________________________
 AX2312* NAD 83(1986)-  29 39 55.     (N)    097 31 07.     (W)     SCALED    
 AX2312* NAVD 88     -       121.06   (+/-2cm)     397.2    (feet)  VERTCON   
 AX2312  ___________________________________________________________________
 AX2312  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX2312
 AX2312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2312
 AX2312.The horizontal coordinates were scaled from a topographic map and have
 AX2312.an estimated accuracy of +/- 6 seconds.
 AX2312
 AX2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2312.The vertical order pertains to the NGVD 29 superseded value.
 AX2312
 AX2312.The geoid height was determined by GEOID03.
 AX2312
 AX2312;                    North         East    Units  Estimated Accuracy
 AX2312;SPC TXSC     - 4,203,940.      743,390.      MT  (+/- 180 meters Scaled)
 AX2312
 AX2312                          SUPERSEDED SURVEY CONTROL
 AX2312
 AX2312  NGVD 29 (??/??/92)  121.010  (m)          397.01   (f) ADJ UNCH    2 0
 AX2312
 AX2312.Superseded values are not recommended for survey control.
 AX2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2312.See file dsdata.txt to determine how the superseded data were derived.
 AX2312
 AX2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT433826(NAD 83)
 AX2312_MARKER: DB = BENCH MARK DISK
 AX2312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2312_SP_SET: ABUTMENT
 AX2312_STAMPING: F 823 1943
 AX2312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2312+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX2312
 AX2312  HISTORY     - Date     Condition        Report By
 AX2312  HISTORY     - 1943     MONUMENTED       CGS
 AX2312  HISTORY     - 1971     GOOD             NGS
 AX2312  HISTORY     - 1987     GOOD             USPSQD
 AX2312  HISTORY     - 20050318 GOOD             USPSQD
 AX2312
 AX2312                          STATION DESCRIPTION
 AX2312
 AX2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2312'0.9 MI W FROM HARWOOD.
 AX2312'0.9 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT HARWOOD,
 AX2312'GONZALES COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE SOUTH END OF
 AX2312'THE EAST ABUTMENT, 20 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6
 AX2312'FEET SOUTH OF THE SOUTH GUARDRAIL, AND ABOUT 2-1/2 FEET LOWER THAN THE
 AX2312'HIGHWAY.  A STANDARD DISK, STAMPED F 823 1943.
 AX2312
 AX2312                          STATION RECOVERY (1971)
 AX2312
 AX2312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX2312'RECOVERED IN GOOD CONDITION.
 AX2312
 AX2312                          STATION RECOVERY (1987)
 AX2312
 AX2312'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2312'RECOVERED IN GOOD CONDITION.
 AX2312
 AX2312                          STATION RECOVERY (2005)
 AX2312
 AX2312'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1344 ***********************************************************************
 AX1344  DESIGNATION -  F 824
 AX1344  PID         -  AX1344
 AX1344  STATE/COUNTY-  TX/GONZALES
 AX1344  USGS QUAD   -  SANDY FORK (1981)
 AX1344
 AX1344                         *CURRENT SURVEY CONTROL
 AX1344  ___________________________________________________________________
 AX1344* NAD 83(1986)-  29 41 10.     (N)    097 24 47.     (W)     SCALED    
 AX1344* NAVD 88     -       113.41   (+/-2cm)     372.1    (feet)  VERTCON   
 AX1344  ___________________________________________________________________
 AX1344  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AX1344
 AX1344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1344
 AX1344.The horizontal coordinates were scaled from a topographic map and have
 AX1344.an estimated accuracy of +/- 6 seconds.
 AX1344
 AX1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1344.The vertical order pertains to the NGVD 29 superseded value.
 AX1344
 AX1344.The geoid height was determined by GEOID03.
 AX1344
 AX1344;                    North         East    Units  Estimated Accuracy
 AX1344;SPC TXSC     - 4,206,380.      753,580.      MT  (+/- 180 meters Scaled)
 AX1344
 AX1344                          SUPERSEDED SURVEY CONTROL
 AX1344
 AX1344  NGVD 29 (??/??/92)  113.358  (m)          371.91   (f) ADJ UNCH    2 0
 AX1344
 AX1344.Superseded values are not recommended for survey control.
 AX1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1344.See file dsdata.txt to determine how the superseded data were derived.
 AX1344
 AX1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT535850(NAD 83)
 AX1344_MARKER: DB = BENCH MARK DISK
 AX1344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1344_SP_SET: CULVERT
 AX1344_STAMPING: F 824 1943
 AX1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1344
 AX1344  HISTORY     - Date     Condition        Report By
 AX1344  HISTORY     - 1943     MONUMENTED       CGS
 AX1344  HISTORY     - 1971     GOOD             NGS
 AX1344  HISTORY     - 1987     GOOD             USPSQD
 AX1344  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1344  HISTORY     - 1988     GOOD             USPSQD
 AX1344  HISTORY     - 1988     GOOD             USPSQD
 AX1344  HISTORY     - 1989     GOOD             USPSQD
 AX1344  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1344  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX1344
 AX1344                          STATION DESCRIPTION
 AX1344
 AX1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1344'5.6 MI E FROM HARWOOD.
 AX1344'5.6 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT HARWOOD,
 AX1344'GONZALES COUNTY, 0.8 MILE EAST OF THE SOUTHERN PACIFIC CO. RAILROAD
 AX1344'STATION AT SANDY FORK, IN A DEEP WASH, AT A CONCRETE CULVERT, IN THE
 AX1344'TOP OF THE EAST END OF THE SOUTH HEADWALL, 33 FEET SOUTH OF THE
 AX1344'CENTERLINE OF THE HIGHWAY, AND ABOUT 7 FEET LOWER THAN THE HIGHWAY. A
 AX1344'STANDARD DISK, STAMPED F 824 1943.
 AX1344
 AX1344                          STATION RECOVERY (1971)
 AX1344
 AX1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1344'RECOVERED IN GOOD CONDITION.
 AX1344
 AX1344                          STATION RECOVERY (1987)
 AX1344
 AX1344'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1344'RECOVERED IN GOOD CONDITION.
 AX1344
 AX1344                          STATION RECOVERY (1987)
 AX1344
 AX1344'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1344'MARK NOT FOUND.
 AX1344
 AX1344                          STATION RECOVERY (1988)
 AX1344
 AX1344'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AX1344'RECOVERED IN GOOD CONDITION.
 AX1344
 AX1344                          STATION RECOVERY (1988)
 AX1344
 AX1344'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1344'RECOVERED IN GOOD CONDITION.
 AX1344
 AX1344                          STATION RECOVERY (1989)
 AX1344
 AX1344'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1344'RECOVERED IN GOOD CONDITION.
 AX1344
 AX1344                          STATION RECOVERY (2003)
 AX1344
 AX1344'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1344'MARK NOT FOUND.
 AX1344
 AX1344                          STATION RECOVERY (2005)
 AX1344
 AX1344'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1344'NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1821 ***********************************************************************
 AX1821  DESIGNATION -  F 826
 AX1821  PID         -  AX1821
 AX1821  STATE/COUNTY-  TX/GONZALES
 AX1821  USGS QUAD   -  HAMON (1987)
 AX1821
 AX1821                         *CURRENT SURVEY CONTROL
 AX1821  ___________________________________________________________________
 AX1821* NAD 83(1986)-  29 24 06.     (N)    097 21 03.     (W)     SCALED    
 AX1821* NAVD 88     -        86.37   (+/-2cm)     283.4    (feet)  VERTCON   
 AX1821  ___________________________________________________________________
 AX1821  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AX1821
 AX1821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1821
 AX1821.The horizontal coordinates were scaled from a topographic map and have
 AX1821.an estimated accuracy of +/- 6 seconds.
 AX1821
 AX1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1821.The vertical order pertains to the NGVD 29 superseded value.
 AX1821
 AX1821.The geoid height was determined by GEOID03.
 AX1821
 AX1821;                    North         East    Units  Estimated Accuracy
 AX1821;SPC TXSC     - 4,174,940.      760,040.      MT  (+/- 180 meters Scaled)
 AX1821
 AX1821                          SUPERSEDED SURVEY CONTROL
 AX1821
 AX1821  NGVD 29 (??/??/92)   86.345  (m)          283.28   (f) ADJ UNCH    2 0
 AX1821
 AX1821.Superseded values are not recommended for survey control.
 AX1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1821.See file dsdata.txt to determine how the superseded data were derived.
 AX1821
 AX1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT600536(NAD 83)
 AX1821_MARKER: DB = BENCH MARK DISK
 AX1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1821_STAMPING: F 826 1943
 AX1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1821+STABILITY: SURFACE MOTION
 AX1821
 AX1821  HISTORY     - Date     Condition        Report By
 AX1821  HISTORY     - 1943     MONUMENTED       CGS
 AX1821  HISTORY     - 1958     GOOD             USGS
 AX1821
 AX1821                          STATION DESCRIPTION
 AX1821
 AX1821'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AX1821'10.3 MI SE FROM GONZALES.
 AX1821'9.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 183 FROM THE COURTHOUSE AT
 AX1821'GONZALES, GONZALES COUNTY, THENCE 1.0 MILE NORTHEAST ALONG A GRAVEL
 AX1821'ROAD.  ABOUT 300 FEET SOUTHWEST OF A T-ROAD JUNCTION, 152 FEET
 AX1821'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 60 FEET SOUTHWEST OF A
 AX1821'T-FENCE CORNER, AND 24 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 AX1821'THE CONCRETE POST PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1578 ***********************************************************************
 AX1578  DESIGNATION -  F 827
 AX1578  PID         -  AX1578
 AX1578  STATE/COUNTY-  TX/GONZALES
 AX1578  USGS QUAD   -  DILWORTH (1981)
 AX1578
 AX1578                         *CURRENT SURVEY CONTROL
 AX1578  ___________________________________________________________________
 AX1578* NAD 83(1986)-  29 31 04.     (N)    097 17 26.     (W)     SCALED    
 AX1578* NAVD 88     -        82.55   (+/-2cm)     270.8    (feet)  VERTCON   
 AX1578  ___________________________________________________________________
 AX1578  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AX1578
 AX1578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1578
 AX1578.The horizontal coordinates were scaled from a topographic map and have
 AX1578.an estimated accuracy of +/- 6 seconds.
 AX1578
 AX1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1578.The vertical order pertains to the NGVD 29 superseded value.
 AX1578
 AX1578.The geoid height was determined by GEOID03.
 AX1578
 AX1578;                    North         East    Units  Estimated Accuracy
 AX1578;SPC TXSC     - 4,187,890.      765,700.      MT  (+/- 180 meters Scaled)
 AX1578
 AX1578                          SUPERSEDED SURVEY CONTROL
 AX1578
 AX1578  NGVD 29 (??/??/92)   82.53   (m)          270.8    (f) COMPUTED    2 0
 AX1578
 AX1578.Superseded values are not recommended for survey control.
 AX1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1578.See file dsdata.txt to determine how the superseded data were derived.
 AX1578
 AX1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT656665(NAD 83)
 AX1578_MARKER: DB = BENCH MARK DISK
 AX1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1578_STAMPING: F 827 1943
 AX1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1578+STABILITY: SURFACE MOTION
 AX1578
 AX1578  HISTORY     - Date     Condition        Report By
 AX1578  HISTORY     - 1943     MONUMENTED       CGS
 AX1578  HISTORY     - 1962     GOOD             USGS
 AX1578
 AX1578                          STATION DESCRIPTION
 AX1578
 AX1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1578'1 MI N FROM DILWORTH.
 AX1578'0.2 MILE WEST ALONG A GRADED ROAD FROM THE GRADE SCHOOL AT DILWORTH,
 AX1578'GONZALES COUNTY, THENCE 0.8 MILES NORTH.  0.15 MILES NORTH OF A SMALL
 AX1578'BRIDGE, 29 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF THE
 AX1578'RIGHT OF WAY FENCE,3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AX1578'ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED F 827
 AX1578'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1578'GROUND.
 AX1578
 AX1578                          STATION RECOVERY (1962)
 AX1578
 AX1578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX1578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0215 ***********************************************************************
 AY0215  DESIGNATION -  F 828
 AY0215  PID         -  AY0215
 AY0215  STATE/COUNTY-  TX/BEXAR
 AY0215  USGS QUAD   -  SASPAMCO (1973)
 AY0215
 AY0215                         *CURRENT SURVEY CONTROL
 AY0215  ___________________________________________________________________
 AY0215* NAD 83(1986)-  29 14 23.     (N)    098 18 34.     (W)     SCALED    
 AY0215* NAVD 88     -       150.790  (meters)     494.72   (feet)  ADJUSTED  
 AY0215  ___________________________________________________________________
 AY0215  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY0215  DYNAMIC HT  -         150.574 (meters)     494.01  (feet)  COMP
 AY0215  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 AY0215
 AY0215  VERT ORDER  -  FIRST     CLASS II
 AY0215
 AY0215.The horizontal coordinates were scaled from a topographic map and have
 AY0215.an estimated accuracy of +/- 6 seconds.
 AY0215
 AY0215.The orthometric height was determined by differential leveling
 AY0215.and adjusted by the National Geodetic Survey in June 1991..
 AY0215
 AY0215.The geoid height was determined by GEOID03.
 AY0215
 AY0215.The dynamic height is computed by dividing the NAVD 88
 AY0215.geopotential number by the normal gravity value computed on the
 AY0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0215.degrees latitude (g = 980.6199 gals.).
 AY0215
 AY0215.The modeled gravity was interpolated from observed gravity values.
 AY0215
 AY0215;                    North         East    Units  Estimated Accuracy
 AY0215;SPC TXSC     - 4,156,060.      667,120.      MT  (+/- 180 meters Scaled)
 AY0215
 AY0215                          SUPERSEDED SURVEY CONTROL
 AY0215
 AY0215.No superseded survey control is available for this station.
 AY0215
 AY0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT671347(NAD 83)
 AY0215_MARKER: DB = BENCH MARK DISK
 AY0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0215_SP_SET: CULVERT
 AY0215_STAMPING: F 828 1943
 AY0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0215
 AY0215  HISTORY     - Date     Condition        Report By
 AY0215  HISTORY     - 1943     MONUMENTED       CGS
 AY0215  HISTORY     - 1957     GOOD             DOD
 AY0215  HISTORY     - 1980     GOOD             NGS
 AY0215  HISTORY     - 19990412 MARK NOT FOUND   USPSQD
 AY0215
 AY0215                          STATION DESCRIPTION
 AY0215
 AY0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0215'0.8 MI NW FROM SASPAMCO.
 AY0215'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0215'STATION AT SASPAMCO-- PROCEED 0.8 MILE NORTHWESTERLY ALONG THE
 AY0215'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS 21.5 FEET SOUTHEAST OF
 AY0215'THE FIRST POLE SOUTHEAST OF MILEPOST 17, AND 14.0 FEET SOUTHWEST OF
 AY0215'AND ABOUT 1.5 FEET BELOW THE CENTERLINE OF TRACK.  IT IS SET
 AY0215'HORIZONTALLY IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 AY0215'CONCRETE RAILROAD CULVERT.  NOTE-- BENCH MARK IS ALSO 1.7 MILES
 AY0215'SOUTHEAST OF ELMENDORF.
 AY0215
 AY0215                          STATION RECOVERY (1957)
 AY0215
 AY0215'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0215'RECOVERED IN GOOD CONDITION.
 AY0215
 AY0215                          STATION RECOVERY (1980)
 AY0215
 AY0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0215'3.0 KM (1.9 MI) SOUTHEAST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY0215'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, IN THE SOUTHEAST END OF THE
 AY0215'SOUTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE SOUTHERN PACIFIC
 AY0215'RAILROAD, 20.7 METERS (68.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 AY0215'ROAD, 3.6 METERS (11.7 FT) SOUTHWEST OF THE WEST RAIL OF THE MAIN
 AY0215'TRACK.
 AY0215'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AY0215
 AY0215                          STATION RECOVERY (1999)
 AY0215
 AY0215'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0490 ***********************************************************************
 AY0490  DESIGNATION -  F 829
 AY0490  PID         -  AY0490
 AY0490  STATE/COUNTY-  TX/WILSON
 AY0490  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0490
 AY0490                         *CURRENT SURVEY CONTROL
 AY0490  ___________________________________________________________________
 AY0490* NAD 83(1986)-  29 11 23.     (N)    098 06 12.     (W)     SCALED    
 AY0490* NAVD 88     -       169.72   (+/-2cm)     556.8    (feet)  VERTCON   
 AY0490  ___________________________________________________________________
 AY0490  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY0490
 AY0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0490
 AY0490.The horizontal coordinates were scaled from a topographic map and have
 AY0490.an estimated accuracy of +/- 6 seconds.
 AY0490
 AY0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0490.The vertical order pertains to the NGVD 29 superseded value.
 AY0490
 AY0490.The geoid height was determined by GEOID03.
 AY0490
 AY0490;                    North         East    Units  Estimated Accuracy
 AY0490;SPC TXSC     - 4,150,660.      687,200.      MT  (+/- 180 meters Scaled)
 AY0490
 AY0490                          SUPERSEDED SURVEY CONTROL
 AY0490
 AY0490  NGVD 29 (??/??/92)  169.657  (m)          556.62   (f) ADJ UNCH    2 0
 AY0490
 AY0490.Superseded values are not recommended for survey control.
 AY0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0490.See file dsdata.txt to determine how the superseded data were derived.
 AY0490
 AY0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT871293(NAD 83)
 AY0490_MARKER: DB = BENCH MARK DISK
 AY0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0490_SP_SET: CULVERT
 AY0490_STAMPING: F 829 1943
 AY0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0490
 AY0490  HISTORY     - Date     Condition        Report By
 AY0490  HISTORY     - 1943     MONUMENTED       CGS
 AY0490  HISTORY     - 1955     GOOD             NGS
 AY0490  HISTORY     - 19960210 GOOD             USPSQD
 AY0490  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0490
 AY0490                          STATION DESCRIPTION
 AY0490
 AY0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0490'5.5 MI NE FROM FLORESVILLE.
 AY0490'TO REACH FROM THE COURT HOUSE AT FLORESVILLE-- PROCEED 5.5 MILES
 AY0490'NORTHEASTERLY ALONG STATE HIGHWAY NO.97 TO SITE OF BENCH MARK.  BENCH
 AY0490'MARK IS ABOUT 63.0 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT SIDE
 AY0490'ROAD LEADING SOUTHEAST, AND 34.0 FEET NORTHWEST OF AND ABOUT THE SAME
 AY0490'ELEVATION AS THE CENTERLINE OF HIGHWAY.  IT IS 11.2 FEET SOUTHWEST OF
 AY0490'THE CENTERLINE OF A FARM ROAD INTERSECTION LEADING NORTHWEST, AND SET
 AY0490'HORIZONTALLY IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A SMALL
 AY0490'CONCRETE CULVERT UNDER THE FARM ROAD.
 AY0490
 AY0490                          STATION RECOVERY (1955)
 AY0490
 AY0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AY0490'RECOVERED IN GOOD CONDITION.
 AY0490
 AY0490                          STATION RECOVERY (1996)
 AY0490
 AY0490'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0490'RECOVERED IN GOOD CONDITION.
 AY0490
 AY0490                          STATION RECOVERY (2003)
 AY0490
 AY0490'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0491 ***********************************************************************
 AY0491  DESIGNATION -  F 829 RESET 1955
 AY0491  PID         -  AY0491
 AY0491  STATE/COUNTY-  TX/WILSON
 AY0491  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0491
 AY0491                         *CURRENT SURVEY CONTROL
 AY0491  ___________________________________________________________________
 AY0491* NAD 83(1986)-  29 11 23.     (N)    098 06 12.     (W)     SCALED    
 AY0491* NAVD 88     -       170.01   (+/-2cm)     557.8    (feet)  VERTCON   
 AY0491  ___________________________________________________________________
 AY0491  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AY0491
 AY0491  VERT ORDER  -  THIRD (See Below)
 AY0491
 AY0491.The horizontal coordinates were scaled from a topographic map and have
 AY0491.an estimated accuracy of +/- 6 seconds.
 AY0491
 AY0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0491.The vertical order pertains to the NGVD 29 superseded value.
 AY0491
 AY0491.The geoid height was determined by GEOID03.
 AY0491
 AY0491;                    North         East    Units  Estimated Accuracy
 AY0491;SPC TXSC     - 4,150,660.      687,200.      MT  (+/- 180 meters Scaled)
 AY0491
 AY0491                          SUPERSEDED SURVEY CONTROL
 AY0491
 AY0491  NGVD 29 (01/29/03)  169.95   (m)          557.6    (f) RESET       3  
 AY0491
 AY0491.Superseded values are not recommended for survey control.
 AY0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0491.See file dsdata.txt to determine how the superseded data were derived.
 AY0491
 AY0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT871293(NAD 83)
 AY0491_MARKER: DB = BENCH MARK DISK
 AY0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0491_STAMPING: F 829 RESET 1955
 AY0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0491+STABILITY: SURFACE MOTION
 AY0491
 AY0491  HISTORY     - Date     Condition        Report By
 AY0491  HISTORY     - 1955     MONUMENTED       CGS
 AY0491  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0491
 AY0491                          STATION DESCRIPTION
 AY0491
 AY0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AY0491'5.5 MI NE FROM FLORESVILLE.
 AY0491'ABOUT 5.5 MILES NORTHEAST OF THE COURT HOUSE IN FLORESVILLE, WILSON
 AY0491'COUNTY, TEXAS, ALONG HIGHWAY NO.97, ACROSS THE HIGHWAY, WEST, FROM A
 AY0491'DIRT ROAD LEADING SOUTHEAST FROM THE HIGHWAY, ABOUT 4 FEET NORTHWEST
 AY0491'FROM THE NORTHWEST RIGHT-OF-WAY FENCE AND ALONG THE NORTHEAST SLOPE OF
 AY0491'A LOW HILL.  A STANDARD DISK STAMPED F 829 RESET 1955 AND SET IN A
 AY0491'CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
 AY0491
 AY0491                          STATION RECOVERY (2003)
 AY0491
 AY0491'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0304 ***********************************************************************
 AY0304  DESIGNATION -  F 83
 AY0304  PID         -  AY0304
 AY0304  STATE/COUNTY-  TX/BEXAR
 AY0304  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0304
 AY0304                         *CURRENT SURVEY CONTROL
 AY0304  ___________________________________________________________________
 AY0304* NAD 83(1986)-  29 25 23.     (N)    098 29 36.     (W)     SCALED    
 AY0304* NAVD 88     -       198.106  (meters)     649.95   (feet)  ADJUSTED  
 AY0304  ___________________________________________________________________
 AY0304  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AY0304  DYNAMIC HT  -         197.819 (meters)     649.01  (feet)  COMP
 AY0304  MODELED GRAV-     979,189.0   (mgal)                       NAVD 88
 AY0304
 AY0304  VERT ORDER  -  FIRST     CLASS II
 AY0304
 AY0304.The horizontal coordinates were scaled from a topographic map and have
 AY0304.an estimated accuracy of +/- 6 seconds.
 AY0304
 AY0304.The orthometric height was determined by differential leveling
 AY0304.and adjusted by the National Geodetic Survey in June 1991..
 AY0304
 AY0304.The geoid height was determined by GEOID03.
 AY0304
 AY0304.The dynamic height is computed by dividing the NAVD 88
 AY0304.geopotential number by the normal gravity value computed on the
 AY0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0304.degrees latitude (g = 980.6199 gals.).
 AY0304
 AY0304.The modeled gravity was interpolated from observed gravity values.
 AY0304
 AY0304;                    North         East    Units  Estimated Accuracy
 AY0304;SPC TXSC     - 4,176,290.      649,160.      MT  (+/- 180 meters Scaled)
 AY0304
 AY0304                          SUPERSEDED SURVEY CONTROL
 AY0304
 AY0304  NGVD 29 (??/??/92)  197.988  (m)          649.57   (f) ADJ UNCH    1 2
 AY0304
 AY0304.Superseded values are not recommended for survey control.
 AY0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0304.See file dsdata.txt to determine how the superseded data were derived.
 AY0304
 AY0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT491549(NAD 83)
 AY0304_MARKER: DB = BENCH MARK DISK
 AY0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0304_SP_SET: STEP
 AY0304_STAMPING: F 83 1932
 AY0304_MARK LOGO: CGS   
 AY0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0304
 AY0304  HISTORY     - Date     Condition        Report By
 AY0304  HISTORY     - 1932     MONUMENTED       CGS
 AY0304  HISTORY     - 1943     GOOD             NGS
 AY0304  HISTORY     - 1946     GOOD             NGS
 AY0304  HISTORY     - 1980     GOOD             NGS
 AY0304  HISTORY     - 1989     GOOD             USPSQD
 AY0304  HISTORY     - 19990227 GOOD             USPSQD
 AY0304  HISTORY     - 20040321 GOOD             USPSQD
 AY0304  HISTORY     - 20060707 GOOD             USPSQD
 AY0304
 AY0304                          STATION DESCRIPTION
 AY0304
 AY0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0304'IN SAN ANTONIO.
 AY0304'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE
 AY0304'FIFTH STONE STEP AT THE SOUTHEAST ENTRANCE TO THE COURT HOUSE AT SAN
 AY0304'ANTONIO.  IT IS ONE BLOCK WEST ALONG VILLITA STREET FROM THE PLAZA
 AY0304'HOTEL, AT THE INTERSECTION OF VILLITA STREET AT DWYER STREET.  IT IS
 AY0304'6.7 FEET SOUTH OF THE CENTERLINE OF STEPS, 3.0 FEET ABOVE THE
 AY0304'SIDEWALK.
 AY0304
 AY0304                          STATION RECOVERY (1946)
 AY0304
 AY0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0304'RECOVERED IN GOOD CONDITION.
 AY0304
 AY0304                          STATION RECOVERY (1980)
 AY0304
 AY0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0304'RECOVERED IN GOOD CONDITION.
 AY0304
 AY0304                          STATION RECOVERY (1989)
 AY0304
 AY0304'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0304'RECOVERED IN GOOD CONDITION.
 AY0304
 AY0304                          STATION RECOVERY (1999)
 AY0304
 AY0304'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0304'RECOVERED IN GOOD CONDITION.
 AY0304
 AY0304                          STATION RECOVERY (2004)
 AY0304
 AY0304'RECOVERY NOTE BY US POWER SQUADRON 2004 (MPM)
 AY0304'RECOVERED IN GOOD CONDITION.
 AY0304
 AY0304                          STATION RECOVERY (2006)
 AY0304
 AY0304'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2306 ***********************************************************************
 AX2306  DESIGNATION -  F 830
 AX2306  PID         -  AX2306
 AX2306  STATE/COUNTY-  TX/CALDWELL
 AX2306  USGS QUAD   -  HARWOOD (1981)
 AX2306
 AX2306                         *CURRENT SURVEY CONTROL
 AX2306  ___________________________________________________________________
 AX2306* NAD 83(1986)-  29 40 47.     (N)    097 30 41.     (W)     SCALED    
 AX2306* NAVD 88     -       131.58   (+/-2cm)     431.7    (feet)  VERTCON   
 AX2306  ___________________________________________________________________
 AX2306  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX2306
 AX2306  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2306
 AX2306.The horizontal coordinates were scaled from a topographic map and have
 AX2306.an estimated accuracy of +/- 6 seconds.
 AX2306
 AX2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2306.The vertical order pertains to the NGVD 29 superseded value.
 AX2306
 AX2306.The geoid height was determined by GEOID03.
 AX2306
 AX2306;                    North         East    Units  Estimated Accuracy
 AX2306;SPC TXSC     - 4,205,550.      744,070.      MT  (+/- 180 meters Scaled)
 AX2306
 AX2306                          SUPERSEDED SURVEY CONTROL
 AX2306
 AX2306  NGVD 29 (??/??/92)  131.521  (m)          431.50   (f) ADJ UNCH    2 0
 AX2306
 AX2306.Superseded values are not recommended for survey control.
 AX2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2306.See file dsdata.txt to determine how the superseded data were derived.
 AX2306
 AX2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT440842(NAD 83)
 AX2306_MARKER: DB = BENCH MARK DISK
 AX2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2306_STAMPING: F 830 1943
 AX2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2306+STABILITY: SURFACE MOTION
 AX2306
 AX2306  HISTORY     - Date     Condition        Report By
 AX2306  HISTORY     - 1943     MONUMENTED       CGS
 AX2306  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2306  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2306
 AX2306                          STATION DESCRIPTION
 AX2306
 AX2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2306'1 MI N FROM HARWOOD.
 AX2306'IN CALDWELL COUNTY, 1.0 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE
 AX2306'PUBLIC SCHOOL AT HARWOOD, GONZALES COUNTY, 0.2 MILE NORTH OF A SHARP
 AX2306'CURVE IN THE ROAD, ON THE OUTSIDE OF A SMALL ROAD CURVE, 25 FEET WEST
 AX2306'OF THE CENTERLINE OF THE ROAD, 4 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 AX2306'3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.
 AX2306'A STANDARD DISK STAMPED F 830 1943 AND SET IN THE TOP OF A CONCRETE
 AX2306'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2306
 AX2306                          STATION RECOVERY (1993)
 AX2306
 AX2306'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2306'MARK NOT FOUND.
 AX2306
 AX2306                          STATION RECOVERY (1999)
 AX2306
 AX2306'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1549 ***********************************************************************
 AX1549  DESIGNATION -  F 831
 AX1549  PID         -  AX1549
 AX1549  STATE/COUNTY-  TX/BASTROP
 AX1549  USGS QUAD   -  ROSANKY (1981)
 AX1549
 AX1549                         *CURRENT SURVEY CONTROL
 AX1549  ___________________________________________________________________
 AX1549* NAD 83(1986)-  29 55 04.     (N)    097 19 10.     (W)     SCALED    
 AX1549* NAVD 88     -       146.22   (+/-2cm)     479.7    (feet)  VERTCON   
 AX1549  ___________________________________________________________________
 AX1549  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1549
 AX1549  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1549
 AX1549.The horizontal coordinates were scaled from a topographic map and have
 AX1549.an estimated accuracy of +/- 6 seconds.
 AX1549
 AX1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1549.The vertical order pertains to the NGVD 29 superseded value.
 AX1549
 AX1549.The geoid height was determined by GEOID03.
 AX1549
 AX1549;                    North         East    Units  Estimated Accuracy
 AX1549;SPC TX C     - 3,031,780.      991,020.      MT  (+/- 180 meters Scaled)
 AX1549
 AX1549                          SUPERSEDED SURVEY CONTROL
 AX1549
 AX1549  NGVD 29 (??/??/92)  146.161  (m)          479.53   (f) ADJ UNCH    2 0
 AX1549
 AX1549.Superseded values are not recommended for survey control.
 AX1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1549.See file dsdata.txt to determine how the superseded data were derived.
 AX1549
 AX1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU622108(NAD 83)
 AX1549_MARKER: DB = BENCH MARK DISK
 AX1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1549_STAMPING: F 831 1943
 AX1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1549+STABILITY: SURFACE MOTION
 AX1549
 AX1549  HISTORY     - Date     Condition        Report By
 AX1549  HISTORY     - 1943     MONUMENTED       CGS
 AX1549  HISTORY     - 1956     GOOD             NGS
 AX1549
 AX1549                          STATION DESCRIPTION
 AX1549
 AX1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AX1549'3.0 MI N FROM STRING PRAIRIE.
 AX1549'3.0 MILES NORTH ALONG STATE HIGHWAY NO.304 FROM THE STORE AND SCHOOL
 AX1549'HOUSE AT STRING PRAIRIE, 1.4 MILES SOUTH FROM THE JUNCTION OF NO. 304
 AX1549'AND FM NO. 535, AT A LARGE FARM HOUSE, 8 FEET WEST OF THE WEST
 AX1549'RIGHT-OF-WAY FENCE, 18 FEET NORTH OF A GATE IN THE RIGHT-OF-WAY FENCE
 AX1549'AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK STAMPED
 AX1549'F 831 1943 IN A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0531 ***********************************************************************
 AY0531  DESIGNATION -  F 832
 AY0531  PID         -  AY0531
 AY0531  STATE/COUNTY-  TX/BEXAR
 AY0531  USGS QUAD   -  MARTINEZ (1992)
 AY0531
 AY0531                         *CURRENT SURVEY CONTROL
 AY0531  ___________________________________________________________________
 AY0531* NAD 83(1986)-  29 23 03.     (N)    098 17 12.     (W)     SCALED    
 AY0531* NAVD 88     -       176.46   (+/-2cm)     578.9    (feet)  VERTCON   
 AY0531  ___________________________________________________________________
 AY0531  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AY0531
 AY0531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0531
 AY0531.The horizontal coordinates were scaled from a topographic map and have
 AY0531.an estimated accuracy of +/- 6 seconds.
 AY0531
 AY0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0531.The vertical order pertains to the NGVD 29 superseded value.
 AY0531
 AY0531.The geoid height was determined by GEOID03.
 AY0531
 AY0531;                    North         East    Units  Estimated Accuracy
 AY0531;SPC TXSC     - 4,172,080.      669,240.      MT  (+/- 180 meters Scaled)
 AY0531
 AY0531                          SUPERSEDED SURVEY CONTROL
 AY0531
 AY0531  NGVD 29 (??/??/92)  176.365  (m)          578.62   (f) ADJ UNCH    2 0
 AY0531
 AY0531.Superseded values are not recommended for survey control.
 AY0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0531.See file dsdata.txt to determine how the superseded data were derived.
 AY0531
 AY0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT692507(NAD 83)
 AY0531_MARKER: DB = BENCH MARK DISK
 AY0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0531_STAMPING: F 832 1943
 AY0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0531+STABILITY: SURFACE MOTION
 AY0531
 AY0531  HISTORY     - Date     Condition        Report By
 AY0531  HISTORY     - 1943     MONUMENTED       CGS
 AY0531  HISTORY     - 19991020 GOOD             USPSQD
 AY0531
 AY0531                          STATION DESCRIPTION
 AY0531
 AY0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0531'0.75 MI N FROM SAYERS.
 AY0531'TO REACH FROM THE SCHOOL HOUSE AT SAYERS-- PROCEED 0.75 MILE NORTHERLY
 AY0531'ALONG THE STUART ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 26.0 FEET
 AY0531'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, AND
 AY0531'20.0 FEET NORTH OF THE CENTERLINE OF A FARM ROAD LEADING WEST TO A
 AY0531'SMALL FRAME HOUSE.  IT IS 5.0 FEET NORTH OF A FENCE CORNER, 2.0 FEET
 AY0531'WEST OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET SOUTH OF A 4X4-INCH
 AY0531'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AY0531
 AY0531                          STATION RECOVERY (1999)
 AY0531
 AY0531'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0511 ***********************************************************************
 AY0511  DESIGNATION -  F 833
 AY0511  PID         -  AY0511
 AY0511  STATE/COUNTY-  TX/WILSON
 AY0511  USGS QUAD   -  LA VERNIA SW (1992)
 AY0511
 AY0511                         *CURRENT SURVEY CONTROL
 AY0511  ___________________________________________________________________
 AY0511* NAD 83(1986)-  29 18 35.     (N)    098 12 07.     (W)     SCALED    
 AY0511* NAVD 88     -       191.46   (+/-2cm)     628.1    (feet)  VERTCON   
 AY0511  ___________________________________________________________________
 AY0511  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AY0511
 AY0511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0511
 AY0511.The horizontal coordinates were scaled from a topographic map and have
 AY0511.an estimated accuracy of +/- 6 seconds.
 AY0511
 AY0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0511.The vertical order pertains to the NGVD 29 superseded value.
 AY0511
 AY0511.The geoid height was determined by GEOID03.
 AY0511
 AY0511;                    North         East    Units  Estimated Accuracy
 AY0511;SPC TXSC     - 4,163,890.      677,520.      MT  (+/- 180 meters Scaled)
 AY0511
 AY0511                          SUPERSEDED SURVEY CONTROL
 AY0511
 AY0511  NGVD 29 (??/??/92)  191.368  (m)          627.85   (f) ADJ UNCH    2 0
 AY0511
 AY0511.Superseded values are not recommended for survey control.
 AY0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0511.See file dsdata.txt to determine how the superseded data were derived.
 AY0511
 AY0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT774425(NAD 83)
 AY0511_MARKER: DB = BENCH MARK DISK
 AY0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0511_STAMPING: G 833 1943
 AY0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0511+STABILITY: SURFACE MOTION
 AY0511
 AY0511  HISTORY     - Date     Condition        Report By
 AY0511  HISTORY     - 1943     MONUMENTED       CGS
 AY0511  HISTORY     - 19870401 MARK NOT FOUND   USGS
 AY0511  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0511
 AY0511                          STATION DESCRIPTION
 AY0511
 AY0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0511'8.25 MI SW FROM LAVERNIA.
 AY0511'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 3.1 MILES WESTERLY
 AY0511'ALONG U. S. HIGHWAY NO. 87 TO A DIRT ROAD INTERSECTION LEADING SOUTH,
 AY0511'THENCE 4.85 MILES SOUTHERLY TO A T-ROAD INTERSECTION, THENCE 0.3 MILE
 AY0511'WESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE EAST OF
 AY0511'A SCHOOL HOUSE, AND 30.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AY0511'CENTERLINE OF ROAD.  IT IS 22.0 FEET WEST OF THE CENTERLINE OF A GATE
 AY0511'AND A PRIVATE ROAD LEADING NORTH TO A FARM HOUSE, 1.0 FOOT NORTH OF
 AY0511'THE RIGHT-OF-WAY FENCE, AND 2.8 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AY0511'POST.  MONUMENT PROJECTS 0.5 FOOT.
 AY0511
 AY0511                          STATION RECOVERY (1987)
 AY0511
 AY0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0511'MARK NOT FOUND.
 AY0511
 AY0511                          STATION RECOVERY (1996)
 AY0511
 AY0511'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2377 ***********************************************************************
 AX2377  DESIGNATION -  F 834
 AX2377  PID         -  AX2377
 AX2377  STATE/COUNTY-  TX/GUADALUPE
 AX2377  USGS QUAD   -  BELMONT (1994)
 AX2377
 AX2377                         *CURRENT SURVEY CONTROL
 AX2377  ___________________________________________________________________
 AX2377* NAD 83(1986)-  29 32 16.     (N)    097 44 30.     (W)     SCALED    
 AX2377* NAVD 88     -       142.92   (+/-2cm)     468.9    (feet)  VERTCON   
 AX2377  ___________________________________________________________________
 AX2377  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AX2377
 AX2377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2377
 AX2377.The horizontal coordinates were scaled from a topographic map and have
 AX2377.an estimated accuracy of +/- 6 seconds.
 AX2377
 AX2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2377.The vertical order pertains to the NGVD 29 superseded value.
 AX2377
 AX2377.The geoid height was determined by GEOID03.
 AX2377
 AX2377;                    North         East    Units  Estimated Accuracy
 AX2377;SPC TXSC     - 4,189,550.      721,950.      MT  (+/- 180 meters Scaled)
 AX2377
 AX2377                          SUPERSEDED SURVEY CONTROL
 AX2377
 AX2377  NGVD 29 (??/??/92)  142.864  (m)          468.71   (f) ADJ UNCH    2 0
 AX2377
 AX2377.Superseded values are not recommended for survey control.
 AX2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2377.See file dsdata.txt to determine how the superseded data were derived.
 AX2377
 AX2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT219682(NAD 83)
 AX2377_MARKER: DB = BENCH MARK DISK
 AX2377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2377_SP_SET: CULVERT
 AX2377_STAMPING: F 834 1943
 AX2377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2377
 AX2377  HISTORY     - Date     Condition        Report By
 AX2377  HISTORY     - 1943     MONUMENTED       CGS
 AX2377  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2377  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2377
 AX2377                          STATION DESCRIPTION
 AX2377
 AX2377'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2377'3.8 MI W FROM BELMONT.
 AX2377'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2377'BELMONT-- PROCEED 3.8 MILES WESTERLY ALONG STATE HIGHWAY NO. 3 TO SITE
 AX2377'OF BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE EAST OF A YELLOW FRAME
 AX2377'SCHOOL HOUSE, AND ABOUT 80.0 FEET EAST OF A WOODEN GATE AND A FARM
 AX2377'ROAD LEADING NORTH.  IT IS 20.0 FEET SOUTH OF AND ABOUT 3.0 FEET BELOW
 AX2377'THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE EAST END OF THE
 AX2377'SOUTH HEADWALL OF CONCRETE CULVERT.
 AX2377
 AX2377                          STATION RECOVERY (1993)
 AX2377
 AX2377'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2377'MARK NOT FOUND.
 AX2377
 AX2377                          STATION RECOVERY (1999)
 AX2377
 AX2377'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2378 ***********************************************************************
 AX2378  DESIGNATION -  F 834 RESET 1952
 AX2378  PID         -  AX2378
 AX2378  STATE/COUNTY-  TX/GUADALUPE
 AX2378  USGS QUAD   -  BELMONT (1994)
 AX2378
 AX2378                         *CURRENT SURVEY CONTROL
 AX2378  ___________________________________________________________________
 AX2378* NAD 83(1986)-  29 32 16.     (N)    097 44 30.     (W)     SCALED    
 AX2378* NAVD 88     -       142.48   (+/-2cm)     467.5    (feet)  VERTCON   
 AX2378  ___________________________________________________________________
 AX2378  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AX2378
 AX2378  VERT ORDER  -  THIRD (See Below)
 AX2378
 AX2378.The horizontal coordinates were scaled from a topographic map and have
 AX2378.an estimated accuracy of +/- 6 seconds.
 AX2378
 AX2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2378.The vertical order pertains to the NGVD 29 superseded value.
 AX2378
 AX2378.The geoid height was determined by GEOID03.
 AX2378
 AX2378;                    North         East    Units  Estimated Accuracy
 AX2378;SPC TXSC     - 4,189,550.      721,950.      MT  (+/- 180 meters Scaled)
 AX2378
 AX2378                          SUPERSEDED SURVEY CONTROL
 AX2378
 AX2378  NGVD 29 (??/??/??)  142.42   (m)          467.3    (f) RESET       3  
 AX2378
 AX2378.Superseded values are not recommended for survey control.
 AX2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2378.See file dsdata.txt to determine how the superseded data were derived.
 AX2378
 AX2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT219682(NAD 83)
 AX2378_MARKER: DD = SURVEY DISK
 AX2378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2378_SP_SET: CULVERT
 AX2378_STAMPING: F 834 RESET 1952
 AX2378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2378
 AX2378  HISTORY     - Date     Condition        Report By
 AX2378  HISTORY     - 1952     MONUMENTED       TXHD
 AX2378  HISTORY     - 1958     GOOD             DOD
 AX2378  HISTORY     - 1988     GOOD             USPSQD
 AX2378  HISTORY     - 19930808 GOOD             USPSQD
 AX2378  HISTORY     - 19990925 GOOD             USPSQD
 AX2378  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2378
 AX2378                          STATION DESCRIPTION
 AX2378
 AX2378'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AX2378'3.8 MI W FROM BELMONT.
 AX2378'IN GUADALUPE COUNTY, 3.8 MI. W. ALONG STATE HGH. 90 A FROM THE
 AX2378'INTERSECTION OF STATE HIGHWAY 80 AT BELMONT, GONZALES COUNTY, 13.2 MI.
 AX2378'E. OF THE JUNCTION OF FARM-TO MARKET HIGHWAY 466 AT THE E. END OF
 AX2378'SEGUIN, AT A 3 BY 2 FOOT CONCRETE CULVERT, IN THE E. END OF THE S.
 AX2378'HEADWALL 54 FEET S. OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION
 AX2378'705+43, AND ABOUT 11 FEET LOWER THAN THE HIGHWAY, 22 FEET N.W. OF THE
 AX2378'N.W. EDGE OF A LONE TREE AND 1.8 FEET HIGHER, 57 FEET N.N.E. OF THE N.
 AX2378'EDGE OF A LONE TREE AND 2.8 FEET HIGHER.
 AX2378
 AX2378                          STATION RECOVERY (1988)
 AX2378
 AX2378'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2378'RECOVERED IN GOOD CONDITION.
 AX2378
 AX2378                          STATION RECOVERY (1993)
 AX2378
 AX2378'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2378'RECOVERED IN GOOD CONDITION.
 AX2378
 AX2378                          STATION RECOVERY (1999)
 AX2378
 AX2378'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2378'RECOVERED IN GOOD CONDITION.
 AX2378
 AX2378                          STATION RECOVERY (2003)
 AX2378
 AX2378'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2378'STATE HWY 3 NOW CALLED US 90A.  HIGHWAY HAS UNDERGONE MAJOR UPGRADE.
 AX2378' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2344 ***********************************************************************
 AX2344  DESIGNATION -  F 835
 AX2344  PID         -  AX2344
 AX2344  STATE/COUNTY-  TX/CALDWELL
 AX2344  USGS QUAD   -  LULING (1994)
 AX2344
 AX2344                         *CURRENT SURVEY CONTROL
 AX2344  ___________________________________________________________________
 AX2344* NAD 83(1986)-  29 40 33.     (N)    097 38 53.     (W)     SCALED    
 AX2344* NAVD 88     -       122.50   (+/-2cm)     401.9    (feet)  VERTCON   
 AX2344  ___________________________________________________________________
 AX2344  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2344
 AX2344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2344
 AX2344.The horizontal coordinates were scaled from a topographic map and have
 AX2344.an estimated accuracy of +/- 6 seconds.
 AX2344
 AX2344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2344.The vertical order pertains to the NGVD 29 superseded value.
 AX2344
 AX2344.The geoid height was determined by GEOID03.
 AX2344
 AX2344;                    North         East    Units  Estimated Accuracy
 AX2344;SPC TXSC     - 4,204,960.      730,850.      MT  (+/- 180 meters Scaled)
 AX2344
 AX2344                          SUPERSEDED SURVEY CONTROL
 AX2344
 AX2344  NGVD 29 (??/??/92)  122.441  (m)          401.71   (f) ADJ UNCH    2 0
 AX2344
 AX2344.Superseded values are not recommended for survey control.
 AX2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2344.See file dsdata.txt to determine how the superseded data were derived.
 AX2344
 AX2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT308836(NAD 83)
 AX2344_MARKER: DB = BENCH MARK DISK
 AX2344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2344_SP_SET: FOUNDATION
 AX2344_STAMPING: F 835 1943
 AX2344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2344+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AX2344
 AX2344  HISTORY     - Date     Condition        Report By
 AX2344  HISTORY     - 1943     MONUMENTED       CGS
 AX2344  HISTORY     - 1959     GOOD             DOD
 AX2344  HISTORY     - 1991     GOOD             USPSQD
 AX2344  HISTORY     - 19930808 GOOD             USPSQD
 AX2344  HISTORY     - 19990925 GOOD             USPSQD
 AX2344  HISTORY     - 20020525 GOOD             USPSQD
 AX2344  HISTORY     - 20050222 GOOD             USPSQD
 AX2344
 AX2344                          STATION DESCRIPTION
 AX2344
 AX2344'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2344'IN LULING.
 AX2344'52 FEET S OF THE CENTERLINE OF A E-W STREET AND 1.7 FEET HIGHER, 86
 AX2344'FEET S.E. OF THE INTERSECTION CENTERLINES OF A N-S HIGHWAY AND A E-W
 AX2344'STREET AND 1.7 FEET HIGHER, 72 FEET E. OF THE CENTERLINE OF A N-S
 AX2344'HIGHWAY AND 2 FEET HIGHER, AND 63 FEET W. OF THE INTERSECTING
 AX2344'CENTERLINES OF E-W SIDEWALK AND N-S SIDEWALK TO BUILDING AND IS 1.4
 AX2344'FEET HIGHER.  NOTE-- MARK IS SET VERTICALLY IN CONCRETE FOUNDATION OF
 AX2344'CHURCH BUILDING 1.3 FEET ABOVE THE GROUND.
 AX2344
 AX2344                          STATION RECOVERY (1991)
 AX2344
 AX2344'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2344'RECOVERED IN GOOD CONDITION.
 AX2344
 AX2344                          STATION RECOVERY (1993)
 AX2344
 AX2344'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2344'RECOVERED IN GOOD CONDITION.
 AX2344
 AX2344                          STATION RECOVERY (1999)
 AX2344
 AX2344'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2344'RECOVERED IN GOOD CONDITION.
 AX2344
 AX2344                          STATION RECOVERY (2002)
 AX2344
 AX2344'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX2344'CENTRAL BAPTIST CHURCH IS ON THE SE CORNER OF HIGHWAY 80 AND CENTRAL
 AX2344'AVE.
 AX2344
 AX2344                          STATION RECOVERY (2005)
 AX2344
 AX2344'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2080 ***********************************************************************
 AX2080  DESIGNATION -  F 836
 AX2080  PID         -  AX2080
 AX2080  STATE/COUNTY-  TX/GONZALES
 AX2080  USGS QUAD   -  LEESVILLE (1987)
 AX2080
 AX2080                         *CURRENT SURVEY CONTROL
 AX2080  ___________________________________________________________________
 AX2080* NAD 83(1986)-  29 23 49.     (N)    097 44 49.     (W)     SCALED    
 AX2080* NAVD 88     -       117.10   (+/-2cm)     384.2    (feet)  VERTCON   
 AX2080  ___________________________________________________________________
 AX2080  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AX2080
 AX2080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2080
 AX2080.The horizontal coordinates were scaled from a topographic map and have
 AX2080.an estimated accuracy of +/- 6 seconds.
 AX2080
 AX2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2080.The vertical order pertains to the NGVD 29 superseded value.
 AX2080
 AX2080.The geoid height was determined by GEOID03.
 AX2080
 AX2080;                    North         East    Units  Estimated Accuracy
 AX2080;SPC TXSC     - 4,173,940.      721,610.      MT  (+/- 180 meters Scaled)
 AX2080
 AX2080                          SUPERSEDED SURVEY CONTROL
 AX2080
 AX2080  NGVD 29 (??/??/92)  117.052  (m)          384.03   (f) ADJ UNCH    2 0
 AX2080
 AX2080.Superseded values are not recommended for survey control.
 AX2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2080.See file dsdata.txt to determine how the superseded data were derived.
 AX2080
 AX2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT215526(NAD 83)
 AX2080_MARKER: DB = BENCH MARK DISK
 AX2080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2080_SP_SET: CULVERT
 AX2080_STAMPING: F 836 1943
 AX2080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2080
 AX2080  HISTORY     - Date     Condition        Report By
 AX2080  HISTORY     - 1943     MONUMENTED       CGS
 AX2080  HISTORY     - 20040815 MARK NOT FOUND   USPSQD
 AX2080
 AX2080                          STATION DESCRIPTION
 AX2080
 AX2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2080'0.7 MI S FROM LEESVILLE.
 AX2080'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 0.7 MI. S. ALONG STATE
 AX2080'HIGHWAY NO.80 TO SITE OF BM.  BENCH MARK IS ABOUT 0.1 MI. S. OF A
 AX2080'WOODEN GATE AND A FARM ROAD LEADING W. AND 18 FEET W. OF AND ABOUT 1
 AX2080'FOOT ABOVE THE CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE
 AX2080'S. END OF THE W. HEADWALL OF A CONCRETE CULVERT.
 AX2080
 AX2080                          STATION RECOVERY (2004)
 AX2080
 AX2080'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2039 ***********************************************************************
 AX2039  DESIGNATION -  F 837
 AX2039  PID         -  AX2039
 AX2039  STATE/COUNTY-  TX/GONZALES
 AX2039  USGS QUAD   -  LEESVILLE (1987)
 AX2039
 AX2039                         *CURRENT SURVEY CONTROL
 AX2039  ___________________________________________________________________
 AX2039* NAD 83(1986)-  29 25 00.     (N)    097 42 25.     (W)     SCALED    
 AX2039* NAVD 88     -       127.71   (+/-2cm)     419.0    (feet)  VERTCON   
 AX2039  ___________________________________________________________________
 AX2039  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2039
 AX2039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2039
 AX2039.The horizontal coordinates were scaled from a topographic map and have
 AX2039.an estimated accuracy of +/- 6 seconds.
 AX2039
 AX2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2039.The vertical order pertains to the NGVD 29 superseded value.
 AX2039
 AX2039.The geoid height was determined by GEOID03.
 AX2039
 AX2039;                    North         East    Units  Estimated Accuracy
 AX2039;SPC TXSC     - 4,176,170.      725,470.      MT  (+/- 180 meters Scaled)
 AX2039
 AX2039                          SUPERSEDED SURVEY CONTROL
 AX2039
 AX2039  NGVD 29 (??/??/92)  127.663  (m)          418.84   (f) ADJ UNCH    2 0
 AX2039
 AX2039.Superseded values are not recommended for survey control.
 AX2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2039.See file dsdata.txt to determine how the superseded data were derived.
 AX2039
 AX2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT254548(NAD 83)
 AX2039_MARKER: DB = BENCH MARK DISK
 AX2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2039_STAMPING: F 837 1943
 AX2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2039+STABILITY: SURFACE MOTION
 AX2039
 AX2039  HISTORY     - Date     Condition        Report By
 AX2039  HISTORY     - 1943     MONUMENTED       CGS
 AX2039
 AX2039                          STATION DESCRIPTION
 AX2039
 AX2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2039'2.7 MI E FROM LEESVILLE.
 AX2039'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 2.7 MI. E. ALONG THE
 AX2039'LEESVILLE-BEBE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 32.5 FEET N.
 AX2039'OF AND ABOUT 3.5 FEET ABOVE THE CENTERLINE OF ROAD, 17 FEET E. OF THE
 AX2039'CENTERLINE OF A WIRE GATE AND A FARM ROAD LEADING N.  IT IS 2.3 FEET
 AX2039'N. OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET E. OF A 4X4 INCH WOODEN
 AX2039'MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1672 ***********************************************************************
 AX1672  DESIGNATION -  F 838
 AX1672  PID         -  AX1672
 AX1672  STATE/COUNTY-  TX/DE WITT
 AX1672  USGS QUAD   -  YOAKUM (1987)
 AX1672
 AX1672                         *CURRENT SURVEY CONTROL
 AX1672  ___________________________________________________________________
 AX1672* NAD 83(1986)-  29 16 35.     (N)    097 08 33.     (W)     SCALED    
 AX1672* NAVD 88     -        90.44   (+/-2cm)     296.7    (feet)  VERTCON   
 AX1672  ___________________________________________________________________
 AX1672  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1672
 AX1672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1672
 AX1672.The horizontal coordinates were scaled from a topographic map and have
 AX1672.an estimated accuracy of +/- 6 seconds.
 AX1672
 AX1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1672.The vertical order pertains to the NGVD 29 superseded value.
 AX1672
 AX1672.The geoid height was determined by GEOID03.
 AX1672
 AX1672;                    North         East    Units  Estimated Accuracy
 AX1672;SPC TXSC     - 4,161,360.      780,480.      MT  (+/- 180 meters Scaled)
 AX1672
 AX1672                          SUPERSEDED SURVEY CONTROL
 AX1672
 AX1672  NGVD 29 (??/??/92)   90.434  (m)          296.70   (f) ADJ UNCH    2 0
 AX1672
 AX1672.Superseded values are not recommended for survey control.
 AX1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1672.See file dsdata.txt to determine how the superseded data were derived.
 AX1672
 AX1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT804400(NAD 83)
 AX1672_MARKER: DB = BENCH MARK DISK
 AX1672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1672_SP_SET: CULVERT
 AX1672_STAMPING: F 838 1943
 AX1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1672
 AX1672  HISTORY     - Date     Condition        Report By
 AX1672  HISTORY     - 1943     MONUMENTED       CGS
 AX1672  HISTORY     - 1961     GOOD             NGS
 AX1672
 AX1672                          STATION DESCRIPTION
 AX1672
 AX1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AX1672'1.4 MI SE FROM YOAKUM.
 AX1672'TO REACH FROM THE POST OFFICE IN YOAKUM, GO SOUTHEAST ON GONZALES
 AX1672'STREET 0.3 MILE TO DUNN STREET, THENCE TURN RIGHT ON DUNN STREET, GO
 AX1672'0.2 MILE TO STATE HIGHWAY 111.  TURN LEFT, GO 0.1 MILE TO THE JUNCTION
 AX1672'OF FARM ROAD 682.  TURN RIGHT AND FOLLOW FARM ROAD 682 FOR 0.8 MILE TO
 AX1672'BENCH MARK ON THE LEFT.  IT IS AT THE JUNCTION OF BURT STREET AND A
 AX1672'BLACK TOP ROAD LEADING EAST, ABOUT 150 FEET NORTHWEST OF A HOUSE BUILT
 AX1672'OF STONE, ABOUT 200 FEET NORTH FROM WHERE FARM ROAD 682 TURNS WEST,
 AX1672'AND 15 FEET EAST OF THE CENTER OF FARM ROAD 682.  A STANDARD DISK
 AX1672'STAMPED F 838 1943, IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END
 AX1672'OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT, ABOUT 1-1/2 FEET
 AX1672'ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1693 ***********************************************************************
 AX1693  DESIGNATION -  F 839
 AX1693  PID         -  AX1693
 AX1693  STATE/COUNTY-  TX/DE WITT
 AX1693  USGS QUAD   -  FORDTRAN (1987)
 AX1693
 AX1693                         *CURRENT SURVEY CONTROL
 AX1693  ___________________________________________________________________
 AX1693* NAD 83(1986)-  29 04 18.     (N)    097 06 09.     (W)     SCALED    
 AX1693* NAVD 88     -        65.41   (+/-2cm)     214.6    (feet)  VERTCON   
 AX1693  ___________________________________________________________________
 AX1693  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX1693
 AX1693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1693
 AX1693.The horizontal coordinates were scaled from a topographic map and have
 AX1693.an estimated accuracy of +/- 6 seconds.
 AX1693
 AX1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1693.The vertical order pertains to the NGVD 29 superseded value.
 AX1693
 AX1693.The geoid height was determined by GEOID03.
 AX1693
 AX1693;                    North         East    Units  Estimated Accuracy
 AX1693;SPC TXSC     - 4,138,740.      784,730.      MT  (+/- 180 meters Scaled)
 AX1693
 AX1693                          SUPERSEDED SURVEY CONTROL
 AX1693
 AX1693  NGVD 29 (??/??/92)   65.433  (m)          214.67   (f) ADJ UNCH    2 0
 AX1693
 AX1693.Superseded values are not recommended for survey control.
 AX1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1693.See file dsdata.txt to determine how the superseded data were derived.
 AX1693
 AX1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT847174(NAD 83)
 AX1693_MARKER: DB = BENCH MARK DISK
 AX1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1693_STAMPING: F 839 1943
 AX1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1693+STABILITY: SURFACE MOTION
 AX1693
 AX1693  HISTORY     - Date     Condition        Report By
 AX1693  HISTORY     - 1943     MONUMENTED       CGS
 AX1693
 AX1693                          STATION DESCRIPTION
 AX1693
 AX1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1693'14.2 MI N FROM NURSERY.
 AX1693'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 7.35 MILES
 AX1693'NORTHEASTERLY ALONG THE NURSERY-FORDTRAN ROAD TO A WOODEN GATE AND A
 AX1693'PRIVATE ROAD INTERSECTION LEADING NORTHWESTERLY INTO THE WELDER RANCH,
 AX1693'THENCE 3.05 MILES NORTHWESTERLY TO THE THOMASTON-FORDTRAN STRATTON
 AX1693'ROAD INTERSECTION, THENCE 3.8 MILES NORTHERLY ALONG THE STRATTON ROAD
 AX1693'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.55 MILE SOUTH OF A
 AX1693'CATTLE GUARD AND ABOUT 0.45 MILE SOUTH OF A CREEK.  IT IS 18.0 FEET
 AX1693'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 19.0
 AX1693'FEET NORTH OF THE CENTERLINE OF A WOODEN GATE AND A PRIVATE ROAD
 AX1693'LEADING WEST TO A HOUSE, 1.3 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND
 AX1693'3.8 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.3
 AX1693'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0108 ***********************************************************************
 CA0108  DESIGNATION -  F 84
 CA0108  PID         -  CA0108
 CA0108  STATE/COUNTY-  TX/LAMPASAS
 CA0108  USGS QUAD   -  LOMETA (1959)
 CA0108
 CA0108                         *CURRENT SURVEY CONTROL
 CA0108  ___________________________________________________________________
 CA0108* NAD 83(1986)-  31 12 19.     (N)    098 23 08.     (W)     SCALED    
 CA0108* NAVD 88     -       447.627  (meters)    1468.59   (feet)  ADJUSTED  
 CA0108  ___________________________________________________________________
 CA0108  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CA0108  DYNAMIC HT  -         447.023 (meters)    1466.61  (feet)  COMP
 CA0108  MODELED GRAV-     979,276.3   (mgal)                       NAVD 88
 CA0108
 CA0108  VERT ORDER  -  FIRST     CLASS II
 CA0108
 CA0108.The horizontal coordinates were scaled from a topographic map and have
 CA0108.an estimated accuracy of +/- 6 seconds.
 CA0108
 CA0108.The orthometric height was determined by differential leveling
 CA0108.and adjusted by the National Geodetic Survey in June 1991..
 CA0108
 CA0108.The geoid height was determined by GEOID03.
 CA0108
 CA0108.The dynamic height is computed by dividing the NAVD 88
 CA0108.geopotential number by the normal gravity value computed on the
 CA0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0108.degrees latitude (g = 980.6199 gals.).
 CA0108
 CA0108.The modeled gravity was interpolated from observed gravity values.
 CA0108
 CA0108;                    North         East    Units  Estimated Accuracy
 CA0108;SPC TX C     - 3,172,190.      885,590.      MT  (+/- 180 meters Scaled)
 CA0108
 CA0108                          SUPERSEDED SURVEY CONTROL
 CA0108
 CA0108  NGVD 29 (??/??/92)  447.525  (m)         1468.25   (f) ADJ UNCH    1 2
 CA0108
 CA0108.Superseded values are not recommended for survey control.
 CA0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0108.See file dsdata.txt to determine how the superseded data were derived.
 CA0108
 CA0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV585525(NAD 83)
 CA0108_MARKER: DB = BENCH MARK DISK
 CA0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0108_SP_SET: STONE PIER
 CA0108_MARK LOGO: CGS   
 CA0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0108
 CA0108  HISTORY     - Date     Condition        Report By
 CA0108  HISTORY     - UNK      MONUMENTED       CGS
 CA0108  HISTORY     - 1932     GOOD             NGS
 CA0108  HISTORY     - 1934     GOOD             NGS
 CA0108  HISTORY     - 1983     GOOD             NGS
 CA0108  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0108
 CA0108                          STATION DESCRIPTION
 CA0108
 CA0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0108'1.0 MI SE FROM LOMETA.
 CA0108'ON THE G.C. AND SANTA FE R.R., DISK IN FIFTH COURSE FROM BASE
 CA0108'SOUTHEAST CORNER STONE ARCH CULVERT NO. 290-A, NORTH SIDE OF THE
 CA0108'TRACK.
 CA0108
 CA0108                          STATION RECOVERY (1934)
 CA0108
 CA0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0108'RECOVERED IN GOOD CONDITION.
 CA0108
 CA0108                          STATION RECOVERY (1983)
 CA0108
 CA0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0108'RECOVERED THIS DATE.  NOTE, ADD 4.3 METERS (14.1 FT) SOUTHEAST OF THE
 CA0108'NEAR RAIL AND 1.3 METERS (4.3 FT) BELOW THE TRACKS.
 CA0108
 CA0108                          STATION RECOVERY (2002)
 CA0108
 CA0108'RECOVERY NOTE BY US POWER SQUADRON 2002 (AH)
 CA0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0175 ***********************************************************************
 AY0175  DESIGNATION -  F 840
 AY0175  PID         -  AY0175
 AY0175  STATE/COUNTY-  TX/GUADALUPE
 AY0175  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0175
 AY0175                         *CURRENT SURVEY CONTROL
 AY0175  ___________________________________________________________________
 AY0175* NAD 83(1986)-  29 38 01.     (N)    098 10 25.     (W)     SCALED    
 AY0175* NAVD 88     -       233.00   (+/-2cm)     764.4    (feet)  VERTCON   
 AY0175  ___________________________________________________________________
 AY0175  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AY0175
 AY0175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0175
 AY0175.The horizontal coordinates were scaled from a topographic map and have
 AY0175.an estimated accuracy of +/- 6 seconds.
 AY0175
 AY0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0175.The vertical order pertains to the NGVD 29 superseded value.
 AY0175
 AY0175.The geoid height was determined by GEOID03.
 AY0175
 AY0175;                    North         East    Units  Estimated Accuracy
 AY0175;SPC TXSC     - 4,199,800.      680,020.      MT  (+/- 180 meters Scaled)
 AY0175
 AY0175                          SUPERSEDED SURVEY CONTROL
 AY0175
 AY0175  NGVD 29 (??/??/92)  232.900  (m)          764.11   (f) ADJ UNCH    2 0
 AY0175
 AY0175.Superseded values are not recommended for survey control.
 AY0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0175.See file dsdata.txt to determine how the superseded data were derived.
 AY0175
 AY0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT799784(NAD 83)
 AY0175_MARKER: DB = BENCH MARK DISK
 AY0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0175_STAMPING: F 840 1943
 AY0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0175+STABILITY: SURFACE MOTION
 AY0175
 AY0175  HISTORY     - Date     Condition        Report By
 AY0175  HISTORY     - 1943     MONUMENTED       CGS
 AY0175  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0175  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0175  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0175
 AY0175                          STATION DESCRIPTION
 AY0175
 AY0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0175'5.2 MI NW FROM MARION.
 AY0175'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARION, PROCEED
 AY0175'5.2 MILES NORTHWESTERLY ALONG A WINDING GRAVEL ROAD TO A RIGHT ANGLE
 AY0175'CURVE AND THE INTERSECTION OF A DIRT ROAD LEADING SOUTHWEST AND SITE
 AY0175'OF BENCH MARK.  BENCH MARK IS 60.0 FEET EAST OF THE CENTERLINE OF
 AY0175'INTERSECTION OF DIRT ROAD, 26.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AY0175'ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.  IT IS 23.0 FEET NORTH OF
 AY0175'A FENCE CORNER, 1.5 FEET WEST OF THE RIGHT OF WAY FENCE. MONUMENT IS
 AY0175'3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4
 AY0175'FOOT.
 AY0175
 AY0175                          STATION RECOVERY (1980)
 AY0175
 AY0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0175'SEARCHED FOR, NOT RECOVERED.
 AY0175
 AY0175                          STATION RECOVERY (1988)
 AY0175
 AY0175'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0175'MARK NOT FOUND.
 AY0175
 AY0175                          STATION RECOVERY (1999)
 AY0175
 AY0175'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1497 ***********************************************************************
 AX1497  DESIGNATION -  F 842
 AX1497  PID         -  AX1497
 AX1497  STATE/COUNTY-  TX/FAYETTE
 AX1497  USGS QUAD   -  MULDOON (1981)
 AX1497
 AX1497                         *CURRENT SURVEY CONTROL
 AX1497  ___________________________________________________________________
 AX1497* NAD 83(1986)-  29 46 50.     (N)    097 00 42.     (W)     SCALED    
 AX1497* NAVD 88     -       119.58   (+/-2cm)     392.3    (feet)  VERTCON   
 AX1497  ___________________________________________________________________
 AX1497  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AX1497
 AX1497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1497
 AX1497.The horizontal coordinates were scaled from a topographic map and have
 AX1497.an estimated accuracy of +/- 6 seconds.
 AX1497
 AX1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1497.The vertical order pertains to the NGVD 29 superseded value.
 AX1497
 AX1497.The geoid height was determined by GEOID03.
 AX1497
 AX1497;                    North         East    Units  Estimated Accuracy
 AX1497;SPC TXSC     - 4,217,440.      792,240.      MT  (+/- 180 meters Scaled)
 AX1497
 AX1497                          SUPERSEDED SURVEY CONTROL
 AX1497
 AX1497  NGVD 29 (??/??/92)  119.532  (m)          392.16   (f) ADJ UNCH    2 0
 AX1497
 AX1497.Superseded values are not recommended for survey control.
 AX1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1497.See file dsdata.txt to determine how the superseded data were derived.
 AX1497
 AX1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT922961(NAD 83)
 AX1497_MARKER: DB = BENCH MARK DISK
 AX1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1497_STAMPING: F 842 1943
 AX1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1497+STABILITY: SURFACE MOTION
 AX1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1497+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AX1497
 AX1497  HISTORY     - Date     Condition        Report By
 AX1497  HISTORY     - 1943     MONUMENTED       CGS
 AX1497  HISTORY     - 20041207 GOOD             USPSQD
 AX1497
 AX1497                          STATION DESCRIPTION
 AX1497
 AX1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1497'6.0 MI SE FROM MULDOON.
 AX1497'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1497'STATION AT MULDOON, PROCEED 4.85 MILES SOUTHEASTERLY ALONG A SAND
 AX1497'STONE ROAD TO THE INTERSECTION OF A SAND STONE ROAD LEADING SOUTH,
 AX1497'THENCE 1.05 MILE SOUTHERLY ALONG A SAND STONE ROAD TO THE INTERSECTION
 AX1497'OF A DIRT ROAD LEADING EAST TO FREYBURG, THENCE 0.1 MILE EASTERLY
 AX1497'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 21.5 FEET
 AX1497'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AX1497'IT IS 18.5 FEET SOUTHEAST OF THE CENTERLINE OF A 3.0 FOOT OAK TREE,
 AX1497'1.5 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE AND 2.6 FEET WEST OF A
 AX1497'4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.05 FOOT.
 AX1497
 AX1497                          STATION RECOVERY (2004)
 AX1497
 AX1497'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1497'GO TO N 29 46 48.9 W096 58 43.6.  THE ROAD IS A BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0917 ***********************************************************************
 AX0917  DESIGNATION -  F 843
 AX0917  PID         -  AX0917
 AX0917  STATE/COUNTY-  TX/FAYETTE
 AX0917  USGS QUAD   -  LA GRANGE WEST (1981)
 AX0917
 AX0917                         *CURRENT SURVEY CONTROL
 AX0917  ___________________________________________________________________
 AX0917* NAD 83(1986)-  29 52 54.     (N)    096 52 36.     (W)     SCALED    
 AX0917* NAVD 88     -       118.12   (+/-2cm)     387.5    (feet)  VERTCON   
 AX0917  ___________________________________________________________________
 AX0917  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AX0917
 AX0917  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0917
 AX0917.The horizontal coordinates were scaled from a topographic map and have
 AX0917.an estimated accuracy of +/- 6 seconds.
 AX0917
 AX0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0917.The vertical order pertains to the NGVD 29 superseded value.
 AX0917
 AX0917.The geoid height was determined by GEOID03.
 AX0917
 AX0917;                    North         East    Units  Estimated Accuracy
 AX0917;SPC TXSC     - 4,228,870.      805,090.      MT  (+/- 180 meters Scaled)
 AX0917
 AX0917                          SUPERSEDED SURVEY CONTROL
 AX0917
 AX0917  NGVD 29 (??/??/92)  118.08   (m)          387.4    (f) COMPUTED    2 0
 AX0917
 AX0917.Superseded values are not recommended for survey control.
 AX0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0917.See file dsdata.txt to determine how the superseded data were derived.
 AX0917
 AX0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU050075(NAD 83)
 AX0917_MARKER: DB = BENCH MARK DISK
 AX0917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0917_SP_SET: BRIDGE WINGWALL
 AX0917_STAMPING: F 843 1943
 AX0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0917
 AX0917  HISTORY     - Date     Condition        Report By
 AX0917  HISTORY     - 1943     MONUMENTED       CGS
 AX0917  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0917  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX0917  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0917  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AX0917
 AX0917                          STATION DESCRIPTION
 AX0917
 AX0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0917'2.1 MI S FROM LA GRANGE.
 AX0917'TO REACH FROM THE COURT HOUSE AT LA GRANGE, PROCEED 2.1 MILES
 AX0917'SOUTHERLY ALONG U.S. HIGHWAY NO. 77 TO A CONCRETE BRIDGE AND SITE OF
 AX0917'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE WEST
 AX0917'WINGWALL OF A 24.0 FOOT CONCRETE BRIDGE OVER A CREEK.  IT IS 0.15 MILE
 AX0917'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY NO. 92.  13.0 FEET
 AX0917'NORTHWEST OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF THE HIGHWAY.
 AX0917'NOTE-- THE HIGHWAY HAS BEEN WIDENED AND THE CULVERT HAS BEEN
 AX0917'REMODELED.
 AX0917
 AX0917                          STATION RECOVERY (1987)
 AX0917
 AX0917'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 AX0917'MARK NOT FOUND.
 AX0917
 AX0917                          STATION RECOVERY (1997)
 AX0917
 AX0917'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0917'MARK NOT FOUND.
 AX0917
 AX0917                          STATION RECOVERY (2004)
 AX0917
 AX0917'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1160 ***********************************************************************
 AX1160  DESIGNATION -  F 844
 AX1160  PID         -  AX1160
 AX1160  STATE/COUNTY-  TX/COLORADO
 AX1160  USGS QUAD   -  OAKLAND (1981)
 AX1160
 AX1160                         *CURRENT SURVEY CONTROL
 AX1160  ___________________________________________________________________
 AX1160* NAD 83(1986)-  29 35 45.     (N)    096 46 05.     (W)     SCALED    
 AX1160* NAVD 88     -       103.80   (+/-2cm)     340.6    (feet)  VERTCON   
 AX1160  ___________________________________________________________________
 AX1160  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1160
 AX1160  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1160
 AX1160.The horizontal coordinates were scaled from a topographic map and have
 AX1160.an estimated accuracy of +/- 6 seconds.
 AX1160
 AX1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1160.The vertical order pertains to the NGVD 29 superseded value.
 AX1160
 AX1160.The geoid height was determined by GEOID03.
 AX1160
 AX1160;                    North         East    Units  Estimated Accuracy
 AX1160;SPC TXSC     - 4,197,400.      816,180.      MT  (+/- 180 meters Scaled)
 AX1160
 AX1160                          SUPERSEDED SURVEY CONTROL
 AX1160
 AX1160  NGVD 29 (??/??/92)  103.780  (m)          340.48   (f) ADJ UNCH    2 0
 AX1160
 AX1160.Superseded values are not recommended for survey control.
 AX1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1160.See file dsdata.txt to determine how the superseded data were derived.
 AX1160
 AX1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT161760(NAD 83)
 AX1160_MARKER: DB = BENCH MARK DISK
 AX1160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1160_SP_SET: CULVERT
 AX1160_STAMPING: F 844 1943
 AX1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1160+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AX1160
 AX1160  HISTORY     - Date     Condition        Report By
 AX1160  HISTORY     - 1943     MONUMENTED       CGS
 AX1160  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1160  HISTORY     - 20020727 GOOD             USPSQD
 AX1160  HISTORY     - 20041026 GOOD             USPSQD
 AX1160
 AX1160                          STATION DESCRIPTION
 AX1160
 AX1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1160'8.75 MI S FROM WEIMAR.
 AX1160'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1160'ALONG U.S. HIGHWAY NO.90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1160'THENCE 8.5 MILES SOUTHERLY ALONG THE SUBLIME ROAD TO THE INTERSECTION
 AX1160'OF A DIRT CROSS ROAD AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1160'HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 AX1160'DOUBLE 2.5 FOOT CONCRETE PIPE CULVERT UNDER THE ROAD.  IT IS 42.5 FEET
 AX1160'NORTH OF THE CENTERLINE OF A DIRT CROSS ROAD, 12.4 FEET EAST OF AND
 AX1160'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE SUBLIME ROAD.
 AX1160
 AX1160                          STATION RECOVERY (1965)
 AX1160
 AX1160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1160'MARK NOT FOUND.
 AX1160
 AX1160                          STATION RECOVERY (2002)
 AX1160
 AX1160'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1160'RECOVERED IN GOOD CONDITION.
 AX1160
 AX1160                          STATION RECOVERY (2004)
 AX1160
 AX1160'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1160'PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0964 ***********************************************************************
 AX0964  DESIGNATION -  F 845
 AX0964  PID         -  AX0964
 AX0964  STATE/COUNTY-  TX/LAVACA
 AX0964  USGS QUAD   -  MORAVIA (1981)
 AX0964
 AX0964                         *CURRENT SURVEY CONTROL
 AX0964  ___________________________________________________________________
 AX0964* NAD 83(1986)-  29 31 28.     (N)    096 54 52.     (W)     SCALED    
 AX0964* NAVD 88     -       102.142  (meters)     335.11   (feet)  ADJUSTED  
 AX0964  ___________________________________________________________________
 AX0964  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0964  DYNAMIC HT  -         101.998 (meters)     334.64  (feet)  COMP
 AX0964  MODELED GRAV-     979,238.4   (mgal)                       NAVD 88
 AX0964
 AX0964  VERT ORDER  -  FIRST     CLASS I
 AX0964
 AX0964.The horizontal coordinates were scaled from a topographic map and have
 AX0964.an estimated accuracy of +/- 6 seconds.
 AX0964
 AX0964.The orthometric height was determined by differential leveling
 AX0964.and adjusted by the National Geodetic Survey in June 1991..
 AX0964
 AX0964.The geoid height was determined by GEOID03.
 AX0964
 AX0964.The dynamic height is computed by dividing the NAVD 88
 AX0964.geopotential number by the normal gravity value computed on the
 AX0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0964.degrees latitude (g = 980.6199 gals.).
 AX0964
 AX0964.The modeled gravity was interpolated from observed gravity values.
 AX0964
 AX0964;                    North         East    Units  Estimated Accuracy
 AX0964;SPC TXSC     - 4,189,220.      802,140.      MT  (+/- 180 meters Scaled)
 AX0964
 AX0964                          SUPERSEDED SURVEY CONTROL
 AX0964
 AX0964  NGVD 29 (??/??/92)  102.125  (m)          335.06   (f) ADJ UNCH    1 1
 AX0964
 AX0964.Superseded values are not recommended for survey control.
 AX0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0964.See file dsdata.txt to determine how the superseded data were derived.
 AX0964
 AX0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT021679(NAD 83)
 AX0964_MARKER: DB = BENCH MARK DISK
 AX0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0964_SP_SET: CULVERT
 AX0964_STAMPING: F 845 1943
 AX0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0964
 AX0964  HISTORY     - Date     Condition        Report By
 AX0964  HISTORY     - 1943     MONUMENTED       CGS
 AX0964  HISTORY     - 1972     GOOD             NGS
 AX0964  HISTORY     - 1990     GOOD             USPSQD
 AX0964  HISTORY     - 19970607 GOOD             USPSQD
 AX0964
 AX0964                          STATION DESCRIPTION
 AX0964
 AX0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0964'6.05 MI N FROM HALLETTSVILLE.
 AX0964'ABOUT 6.05 MILES NORTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF U.
 AX0964'S. HIGHWAY 90A AT HALLETTSVILLE, AT THE JUNCTION OF A NARROW PAVED
 AX0964'ROAD LEADING SOUTHEAST, 55 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AX0964'HIGHWAY, 13 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 AX0964'SOUTHEAST, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 AX0964'CONCRETE HEADWALL FOR A 2 BY-3-FOOT BOX CULVERT UNDER THE ROAD
 AX0964'SOUTHEAST AND ABOUT LEVEL WITH THE HIGHWAY.
 AX0964
 AX0964                          STATION RECOVERY (1990)
 AX0964
 AX0964'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0964'RECOVERED IN GOOD CONDITION.
 AX0964
 AX0964                          STATION RECOVERY (1997)
 AX0964
 AX0964'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1221 ***********************************************************************
 AX1221  DESIGNATION -  F 846
 AX1221  PID         -  AX1221
 AX1221  STATE/COUNTY-  TX/LAVACA
 AX1221  USGS QUAD   -  MORAVIA (1981)
 AX1221
 AX1221                         *CURRENT SURVEY CONTROL
 AX1221  ___________________________________________________________________
 AX1221* NAD 83(1986)-  29 34 16.     (N)    096 57 59.     (W)     SCALED    
 AX1221* NAVD 88     -       116.84   (+/-2cm)     383.3    (feet)  VERTCON   
 AX1221  ___________________________________________________________________
 AX1221  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX1221
 AX1221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1221
 AX1221.The horizontal coordinates were scaled from a topographic map and have
 AX1221.an estimated accuracy of +/- 6 seconds.
 AX1221
 AX1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1221.The vertical order pertains to the NGVD 29 superseded value.
 AX1221
 AX1221.The geoid height was determined by GEOID03.
 AX1221
 AX1221;                    North         East    Units  Estimated Accuracy
 AX1221;SPC TXSC     - 4,194,310.      797,020.      MT  (+/- 180 meters Scaled)
 AX1221
 AX1221                          SUPERSEDED SURVEY CONTROL
 AX1221
 AX1221  NGVD 29 (??/??/92)  116.81   (m)          383.2    (f) COMPUTED    2 0
 AX1221
 AX1221.Superseded values are not recommended for survey control.
 AX1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1221.See file dsdata.txt to determine how the superseded data were derived.
 AX1221
 AX1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT969729(NAD 83)
 AX1221_MARKER: DB = BENCH MARK DISK
 AX1221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1221_SP_SET: CULVERT
 AX1221_STAMPING: F 846 1943
 AX1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1221
 AX1221  HISTORY     - Date     Condition        Report By
 AX1221  HISTORY     - 1943     MONUMENTED       CGS
 AX1221  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1221
 AX1221                          STATION DESCRIPTION
 AX1221
 AX1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1221'12.6 MI NW FROM HALLETTSVILLE.
 AX1221'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 77 AND A DIRT ROAD
 AX1221'LEADING WEST TO MORAVIA (9.3 MILES NORTH OF THE CITY HALL AT
 AX1221'HALLETTSVILLE), PROCEED 3.3 MILES WESTERLY ALONG A DIRT ROAD TO A
 AX1221'CONCRETE CULVERT AT A SHARP CURVE AND SITE OF BENCH MARK.  BENCH MARK
 AX1221'IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE WEST HEADWALL OF A
 AX1221'2X2 FOOT CONCRETE BOX CULVERT UNDER THE ROAD.  IT IS 12.3 FEET WEST OF
 AX1221'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.
 AX1221
 AX1221                          STATION RECOVERY (1997)
 AX1221
 AX1221'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1222 ***********************************************************************
 AX1222  DESIGNATION -  F 846 RESET 1955
 AX1222  PID         -  AX1222
 AX1222  STATE/COUNTY-  TX/LAVACA
 AX1222  USGS QUAD   -  MORAVIA (1981)
 AX1222
 AX1222                         *CURRENT SURVEY CONTROL
 AX1222  ___________________________________________________________________
 AX1222* NAD 83(1986)-  29 34 16.     (N)    096 57 59.     (W)     SCALED    
 AX1222* NAVD 88     -       119.85   (+/-2cm)     393.2    (feet)  VERTCON   
 AX1222  ___________________________________________________________________
 AX1222  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX1222
 AX1222  VERT ORDER  -  THIRD (See Below)
 AX1222
 AX1222.The horizontal coordinates were scaled from a topographic map and have
 AX1222.an estimated accuracy of +/- 6 seconds.
 AX1222
 AX1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1222.The vertical order pertains to the NGVD 29 superseded value.
 AX1222
 AX1222.The geoid height was determined by GEOID03.
 AX1222
 AX1222;                    North         East    Units  Estimated Accuracy
 AX1222;SPC TXSC     - 4,194,310.      797,020.      MT  (+/- 180 meters Scaled)
 AX1222
 AX1222                          SUPERSEDED SURVEY CONTROL
 AX1222
 AX1222  NGVD 29 (??/??/??)  119.82   (m)          393.1    (f) RESET       3  
 AX1222
 AX1222.Superseded values are not recommended for survey control.
 AX1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1222.See file dsdata.txt to determine how the superseded data were derived.
 AX1222
 AX1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT969729(NAD 83)
 AX1222_MARKER: DB = BENCH MARK DISK
 AX1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1222_SP_SET: CULVERT
 AX1222_STAMPING: F 846 RESET 1955
 AX1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1222
 AX1222  HISTORY     - Date     Condition        Report By
 AX1222  HISTORY     - 1955     MONUMENTED       TXHD
 AX1222  HISTORY     - 1965     GOOD             USGS
 AX1222  HISTORY     - 1990     GOOD             USPSQD
 AX1222  HISTORY     - 19970607 GOOD             USPSQD
 AX1222
 AX1222                          STATION DESCRIPTION
 AX1222
 AX1222'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AX1222'12.5 MI NW FROM HALLETTSVILLE.
 AX1222'9.3 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE CITY HALL AT
 AX1222'HALLETTSVILLE, LAVACA COUNTY, THENCE 3.2 MILES WEST ALONG
 AX1222'FARM-TO-MARKET HIGHWAY 532.  12.5 MILES EAST ALONG THE HIGHWAY FROM
 AX1222'THE TEXAS AND NEW ORLEANS RAILROAD, AT A 2- BY 2-FOOT CONCRETE
 AX1222'CULVERT, IN THE CENTER OF THE TOP OF THE NORTHWEST HEADWALL, AND 22
 AX1222'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 AX1222'STAMPED F846 RESET 1955.
 AX1222
 AX1222                          STATION RECOVERY (1965)
 AX1222
 AX1222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1222'RECOVERED IN GOOD CONDITION.
 AX1222
 AX1222                          STATION RECOVERY (1990)
 AX1222
 AX1222'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1222'RECOVERED IN GOOD CONDITION.
 AX1222
 AX1222                          STATION RECOVERY (1997)
 AX1222
 AX1222'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1738 ***********************************************************************
 AX1738  DESIGNATION -  F 847
 AX1738  PID         -  AX1738
 AX1738  STATE/COUNTY-  TX/LAVACA
 AX1738  USGS QUAD   -  WIED (1987)
 AX1738
 AX1738                         *CURRENT SURVEY CONTROL
 AX1738  ___________________________________________________________________
 AX1738* NAD 83(1986)-  29 28 36.     (N)    097 02 53.     (W)     SCALED    
 AX1738* NAVD 88     -       107.21   (+/-2cm)     351.7    (feet)  VERTCON   
 AX1738  ___________________________________________________________________
 AX1738  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX1738
 AX1738  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1738
 AX1738.The horizontal coordinates were scaled from a topographic map and have
 AX1738.an estimated accuracy of +/- 6 seconds.
 AX1738
 AX1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1738.The vertical order pertains to the NGVD 29 superseded value.
 AX1738
 AX1738.The geoid height was determined by GEOID03.
 AX1738
 AX1738;                    North         East    Units  Estimated Accuracy
 AX1738;SPC TXSC     - 4,183,700.      789,280.      MT  (+/- 180 meters Scaled)
 AX1738
 AX1738                          SUPERSEDED SURVEY CONTROL
 AX1738
 AX1738  NGVD 29 (??/??/92)  107.193  (m)          351.68   (f) ADJ UNCH    2 0
 AX1738
 AX1738.Superseded values are not recommended for survey control.
 AX1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1738.See file dsdata.txt to determine how the superseded data were derived.
 AX1738
 AX1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT892623(NAD 83)
 AX1738_MARKER: DB = BENCH MARK DISK
 AX1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1738_STAMPING: F 847 1943
 AX1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1738+STABILITY: SURFACE MOTION
 AX1738
 AX1738  HISTORY     - Date     Condition        Report By
 AX1738  HISTORY     - 1943     MONUMENTED       CGS
 AX1738
 AX1738                          STATION DESCRIPTION
 AX1738
 AX1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1738'11.75 MI NE FROM SHINER.
 AX1738'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1738'STATION AT SHINER, PROCEED 4.05 MILES NORTHERLY ALONG THE TRACK TO A
 AX1738'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 7.7 MILES EASTERLY ALONG
 AX1738'A DIRT ROAD TO THE WEST SLOPE OF A HILL AND SITE OF BENCH MARK. BENCH
 AX1738'MARK IS 19.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AX1738'CENTERLINE OF THE ROAD.  IT IS 5.2 FEET SOUTHEAST OF A T FENCE CORNER
 AX1738'POST AND 3.1 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1738'MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1770 ***********************************************************************
 AX1770  DESIGNATION -  F 848
 AX1770  PID         -  AX1770
 AX1770  STATE/COUNTY-  TX/GONZALES
 AX1770  USGS QUAD   -  CHEAPSIDE (1987)
 AX1770
 AX1770                         *CURRENT SURVEY CONTROL
 AX1770  ___________________________________________________________________
 AX1770* NAD 83(1986)-  29 19 29.     (N)    097 22 42.     (W)     SCALED    
 AX1770* NAVD 88     -        92.52   (+/-2cm)     303.5    (feet)  VERTCON   
 AX1770  ___________________________________________________________________
 AX1770  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AX1770
 AX1770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1770
 AX1770.The horizontal coordinates were scaled from a topographic map and have
 AX1770.an estimated accuracy of +/- 6 seconds.
 AX1770
 AX1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1770.The vertical order pertains to the NGVD 29 superseded value.
 AX1770
 AX1770.The geoid height was determined by GEOID03.
 AX1770
 AX1770;                    North         East    Units  Estimated Accuracy
 AX1770;SPC TXSC     - 4,166,380.      757,490.      MT  (+/- 180 meters Scaled)
 AX1770
 AX1770                          SUPERSEDED SURVEY CONTROL
 AX1770
 AX1770  NGVD 29 (??/??/92)   92.501  (m)          303.48   (f) ADJ UNCH    2 0
 AX1770
 AX1770.Superseded values are not recommended for survey control.
 AX1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1770.See file dsdata.txt to determine how the superseded data were derived.
 AX1770
 AX1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT574450(NAD 83)
 AX1770_MARKER: DB = BENCH MARK DISK
 AX1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1770_STAMPING: F 848 1943
 AX1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1770+STABILITY: SURFACE MOTION
 AX1770
 AX1770  HISTORY     - Date     Condition        Report By
 AX1770  HISTORY     - 1943     MONUMENTED       CGS
 AX1770
 AX1770                          STATION DESCRIPTION
 AX1770
 AX1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1770'8.9 MI W FROM HOCHHEIM.
 AX1770'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 29 AND STATE HIGHWAY
 AX1770'NO. 111 AT HOCHHEIM, PROCEED 5.25 MILES NORTHWESTERLY ALONG STATE
 AX1770'HIGHWAY NO. 29 TO THE INTERSECTION OF A GRAVEL ROAD LEADING SOUTHWEST,
 AX1770'3.65 MILES SOUTHWESTERLY ALONG A GRAVEL ROAD TO THE TOP OF A HILL AND
 AX1770'SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE NORTHEAST OF THE
 AX1770'INTERSECTION OF A DIRT ROAD LEADING SOUTHEAST TO A FARM HOUSE. IT IS
 AX1770'23.5 FEET SOUTHEAST OF AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF THE
 AX1770'ROAD, 19.7 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST TREE OF
 AX1770'TWO 3 FOOT LONE OAK TREES AT THE TOP OF A HILL AND 3.3 FEET NORTHEAST
 AX1770'OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2103 ***********************************************************************
 AX2103  DESIGNATION -  F 849
 AX2103  PID         -  AX2103
 AX2103  STATE/COUNTY-  TX/GONZALES
 AX2103  USGS QUAD   -  PILGRIM (1987)
 AX2103
 AX2103                         *CURRENT SURVEY CONTROL
 AX2103  ___________________________________________________________________
 AX2103* NAD 83(1986)-  29 21 42.     (N)    097 34 16.     (W)     SCALED    
 AX2103* NAVD 88     -        95.85   (+/-2cm)     314.5    (feet)  VERTCON   
 AX2103  ___________________________________________________________________
 AX2103  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AX2103
 AX2103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2103
 AX2103.The horizontal coordinates were scaled from a topographic map and have
 AX2103.an estimated accuracy of +/- 6 seconds.
 AX2103
 AX2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2103.The vertical order pertains to the NGVD 29 superseded value.
 AX2103
 AX2103.The geoid height was determined by GEOID03.
 AX2103
 AX2103;                    North         East    Units  Estimated Accuracy
 AX2103;SPC TXSC     - 4,170,230.      738,720.      MT  (+/- 180 meters Scaled)
 AX2103
 AX2103                          SUPERSEDED SURVEY CONTROL
 AX2103
 AX2103  NGVD 29 (??/??/92)   95.819  (m)          314.37   (f) ADJ UNCH    2 0
 AX2103
 AX2103.Superseded values are not recommended for survey control.
 AX2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2103.See file dsdata.txt to determine how the superseded data were derived.
 AX2103
 AX2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT386489(NAD 83)
 AX2103_MARKER: DB = BENCH MARK DISK
 AX2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2103_STAMPING: F 849 1943
 AX2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2103+STABILITY: SURFACE MOTION
 AX2103
 AX2103  HISTORY     - Date     Condition        Report By
 AX2103  HISTORY     - 1943     MONUMENTED       CGS
 AX2103  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX2103
 AX2103                          STATION DESCRIPTION
 AX2103
 AX2103'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AX2103'1 MI SW FROM WRIGHTSBORO.
 AX2103'TO REACH FROM THE P.O. AT WRIGHTSBORO, PROCEED 1 MI. S.W. ALONG A
 AX2103'GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 30 FEET N.W. OF
 AX2103'R.E.A. CO-OP POLE NO.5/114.  IT IS 25 FEET S.E. OF AND ABOUT THE SAME
 AX2103'ELEVATION AS THE CENTERLINE OF THE ROAD AND 2.9 FEET N.E. OF A 4X4
 AX2103'INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0263 ***********************************************************************
 CA0263  DESIGNATION -  F 85
 CA0263  PID         -  CA0263
 CA0263  STATE/COUNTY-  TX/BROWN
 CA0263  USGS QUAD   -  ZEPHYR (1979)
 CA0263
 CA0263                         *CURRENT SURVEY CONTROL
 CA0263  ___________________________________________________________________
 CA0263* NAD 83(1986)-  31 38 45.     (N)    098 47 03.     (W)     SCALED    
 CA0263* NAVD 88     -       432.740  (meters)    1419.75   (feet)  ADJUSTED  
 CA0263  ___________________________________________________________________
 CA0263  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CA0263  DYNAMIC HT  -         432.177 (meters)    1417.90  (feet)  COMP
 CA0263  MODELED GRAV-     979,324.2   (mgal)                       NAVD 88
 CA0263
 CA0263  VERT ORDER  -  FIRST     CLASS II
 CA0263
 CA0263.The horizontal coordinates were scaled from a topographic map and have
 CA0263.an estimated accuracy of +/- 6 seconds.
 CA0263
 CA0263.The orthometric height was determined by differential leveling
 CA0263.and adjusted by the National Geodetic Survey in June 1991..
 CA0263
 CA0263.The geoid height was determined by GEOID03.
 CA0263
 CA0263.The dynamic height is computed by dividing the NAVD 88
 CA0263.geopotential number by the normal gravity value computed on the
 CA0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0263.degrees latitude (g = 980.6199 gals.).
 CA0263
 CA0263.The modeled gravity was interpolated from observed gravity values.
 CA0263
 CA0263;                    North         East    Units  Estimated Accuracy
 CA0263;SPC TX C     - 3,220,430.      846,930.      MT  (+/- 180 meters Scaled)
 CA0263
 CA0263                          SUPERSEDED SURVEY CONTROL
 CA0263
 CA0263  NGVD 29 (??/??/92)  432.648  (m)         1419.45   (f) ADJ UNCH    1 2
 CA0263
 CA0263.Superseded values are not recommended for survey control.
 CA0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0263.See file dsdata.txt to determine how the superseded data were derived.
 CA0263
 CA0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA204012(NAD 83)
 CA0263_MARKER: DB = BENCH MARK DISK
 CA0263_SETTING: 0 = UNSPECIFIED SETTING
 CA0263_MARK LOGO: CGS   
 CA0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0263
 CA0263  HISTORY     - Date     Condition        Report By
 CA0263  HISTORY     - UNK      MONUMENTED       CGS
 CA0263  HISTORY     - 1932     GOOD             NGS
 CA0263  HISTORY     - 1934     GOOD             NGS
 CA0263  HISTORY     - 1983     GOOD             NGS
 CA0263
 CA0263                          STATION DESCRIPTION
 CA0263
 CA0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0263'14.4 MI S FROM BROWNWOOD.
 CA0263'14.4 MILES SOUTH OF THE STATION AT BROWNWOOD.  ON THE G.C. AND SANTA
 CA0263'FE R.R., 50 FEET EAST OF THE TRACK, 2 FEET EAST OF THE FENCE LINE, 50
 CA0263'FEET SOUTH OF THE GATE TO PRIVATE ROAD GRADE CROSSING, 1/2 POLE NORTH
 CA0263'MILE POLE NO. 334.
 CA0263
 CA0263                          STATION RECOVERY (1934)
 CA0263
 CA0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0263'RECOVERED IN GOOD CONDITION.
 CA0263
 CA0263                          STATION RECOVERY (1983)
 CA0263
 CA0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0263'RECOVERED THIS DATE.  ADD, 15.6 METERS (51.2 FT) SOUTH OF THE CENTER
 CA0263'OF A DIRT ROAD.  NOTE, NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0476 ***********************************************************************
 AX0476  DESIGNATION -  F 851
 AX0476  PID         -  AX0476
 AX0476  STATE/COUNTY-  TX/WHARTON
 AX0476  USGS QUAD   -  NEW TAITON (1981)
 AX0476
 AX0476                         *CURRENT SURVEY CONTROL
 AX0476  ___________________________________________________________________
 AX0476* NAD 83(1986)-  29 18 56.     (N)    096 16 14.     (W)     SCALED    
 AX0476* NAVD 88     -        38.40   (+/-2cm)     126.0    (feet)  VERTCON   
 AX0476  ___________________________________________________________________
 AX0476  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0476
 AX0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0476
 AX0476.The horizontal coordinates were scaled from a topographic map and have
 AX0476.an estimated accuracy of +/- 6 seconds.
 AX0476
 AX0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0476.The vertical order pertains to the NGVD 29 superseded value.
 AX0476
 AX0476.The geoid height was determined by GEOID03.
 AX0476
 AX0476;                    North         East    Units  Estimated Accuracy
 AX0476;SPC TXSC     - 4,167,360.      865,080.      MT  (+/- 180 meters Scaled)
 AX0476
 AX0476                          SUPERSEDED SURVEY CONTROL
 AX0476
 AX0476  NGVD 29 (??/??/92)   38.402  (m)          125.99   (f) ADJ UNCH    2 0
 AX0476
 AX0476.Superseded values are not recommended for survey control.
 AX0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0476.See file dsdata.txt to determine how the superseded data were derived.
 AX0476
 AX0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT650460(NAD 83)
 AX0476_MARKER: DB = BENCH MARK DISK
 AX0476_SETTING: 0 = UNSPECIFIED SETTING
 AX0476_STAMPING: F 851 1943
 AX0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0476
 AX0476  HISTORY     - Date     Condition        Report By
 AX0476  HISTORY     - 1943     MONUMENTED       CGS
 AX0476  HISTORY     - 1956     GOOD             CGS
 AX0476
 AX0476                          STATION DESCRIPTION
 AX0476
 AX0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0476'6.4 MI SW FROM GLENFLORA.
 AX0476'6.4 MI S W ALONG THE COUNTY ROAD FROM THE P .O. AT GLENNLORA, SET IN A
 AX0476'FARM PASTURE, ABOUT 100 FEET S.E. OF A SMALL FARM HOUSE, 54 FEET N.W.
 AX0476'OF THE CENTERLINE OF THE ROAD, 12 FEET N. OF THE N.E. GATE POST, 2
 AX0476'FEET S.E. OF POLE NO.8-68, 1.7 FEET S.W. OF REFERENCE POST. PROJECTS
 AX0476'0.5 FOOT.
 AX0476
 AX0476                          STATION RECOVERY (1956)
 AX0476
 AX0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 AX0476'THIS MARK WAS RECOVERED IN GOOD CONDITION. IT IS 6.4 MILES SOUTHWEST
 AX0476'OF GLEN FLORA, ALONG HIGHWAY NO. 961, 2.9 MILES WEST OF CRESCENT
 AX0476'SCHOOL ABOUT 8 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, IN
 AX0476'THE SOUTH SIDE OF THE YARD OF A SMALL FARM HOUSE AND 20 FEET WEST OF
 AX0476'THE EAST YARD FENCE. A STANDARD DISK STAMPED 'F 851 1943' IN A
 AX0476'CONCRETE MONUMENT WHICH PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0493 ***********************************************************************
 AX0493  DESIGNATION -  F 852
 AX0493  PID         -  AX0493
 AX0493  STATE/COUNTY-  TX/WHARTON
 AX0493  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0493
 AX0493                         *CURRENT SURVEY CONTROL
 AX0493  ___________________________________________________________________
 AX0493* NAD 83(1986)-  29 10 06.     (N)    096 23 50.     (W)     SCALED    
 AX0493* NAVD 88     -        27.87   (+/-2cm)      91.4    (feet)  VERTCON   
 AX0493  ___________________________________________________________________
 AX0493  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0493
 AX0493  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0493
 AX0493.The horizontal coordinates were scaled from a topographic map and have
 AX0493.an estimated accuracy of +/- 6 seconds.
 AX0493
 AX0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0493.The vertical order pertains to the NGVD 29 superseded value.
 AX0493
 AX0493.The geoid height was determined by GEOID03.
 AX0493
 AX0493;                    North         East    Units  Estimated Accuracy
 AX0493;SPC TXSC     - 4,150,770.      853,150.      MT  (+/- 180 meters Scaled)
 AX0493
 AX0493                          SUPERSEDED SURVEY CONTROL
 AX0493
 AX0493  NGVD 29 (??/??/92)   27.876  (m)           91.46   (f) ADJ UNCH    2 0
 AX0493
 AX0493.Superseded values are not recommended for survey control.
 AX0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0493.See file dsdata.txt to determine how the superseded data were derived.
 AX0493
 AX0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT531294(NAD 83)
 AX0493_MARKER: DB = BENCH MARK DISK
 AX0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0493_STAMPING: F-852 1943
 AX0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0493+STABILITY: SURFACE MOTION
 AX0493
 AX0493  HISTORY     - Date     Condition        Report By
 AX0493  HISTORY     - 1943     MONUMENTED       CGS
 AX0493
 AX0493                          STATION DESCRIPTION
 AX0493
 AX0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0493'4.5 MI N FROM LOUISE.
 AX0493'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE STATION AT
 AX0493'LOUISE, THENCE 4.0 MILES NORTH ALONG THE COUNTY ROAD, SET AT A T ROAD,
 AX0493'37 FEET EAST OF THE CENTER-LINE OF THE MAIN ROAD, 15 FEET NORTH OF THE
 AX0493'CENTER-LINE OF THE PRIVATE ROAD LEADING EAST TO THE FARM HOUSE, 8 FEET
 AX0493'NORTH OF THE NORTH GATE POST, 1.2 FEET EAST OF THE FENCE, 1.5 FEET
 AX0493'SOUTH OF REFGERENCE POST.  BENCH MARK DISK SET IN TOP OF CONCRETE POST
 AX0493'PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0725 ***********************************************************************
 AX0725  DESIGNATION -  F 853
 AX0725  PID         -  AX0725
 AX0725  STATE/COUNTY-  TX/WHARTON
 AX0725  USGS QUAD   -  GANADO NE (1981)
 AX0725
 AX0725                         *CURRENT SURVEY CONTROL
 AX0725  ___________________________________________________________________
 AX0725* NAD 83(1986)-  29 14 32.     (N)    096 32 55.     (W)     SCALED    
 AX0725* NAVD 88     -        37.30   (+/-2cm)     122.4    (feet)  VERTCON   
 AX0725  ___________________________________________________________________
 AX0725  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0725
 AX0725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0725
 AX0725.The horizontal coordinates were scaled from a topographic map and have
 AX0725.an estimated accuracy of +/- 6 seconds.
 AX0725
 AX0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0725.The vertical order pertains to the NGVD 29 superseded value.
 AX0725
 AX0725.The geoid height was determined by GEOID03.
 AX0725
 AX0725;                    North         East    Units  Estimated Accuracy
 AX0725;SPC TXSC     - 4,158,640.      838,250.      MT  (+/- 180 meters Scaled)
 AX0725
 AX0725                          SUPERSEDED SURVEY CONTROL
 AX0725
 AX0725  NGVD 29 (??/??/92)   37.304  (m)          122.39   (f) ADJ UNCH    2 0
 AX0725
 AX0725.Superseded values are not recommended for survey control.
 AX0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0725.See file dsdata.txt to determine how the superseded data were derived.
 AX0725
 AX0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT382373(NAD 83)
 AX0725_MARKER: DB = BENCH MARK DISK
 AX0725_SETTING: 0 = UNSPECIFIED SETTING
 AX0725_STAMPING: F 853 1943
 AX0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0725
 AX0725  HISTORY     - Date     Condition        Report By
 AX0725  HISTORY     - 1943     MONUMENTED       CGS
 AX0725
 AX0725                          STATION DESCRIPTION
 AX0725
 AX0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0725'7.5 MI SE FROM PROVIDENT CITY.
 AX0725'7.5 MI. S.E. ALONG THE COUNTY ROAD FROM THE P.O. AT PROVIDENT CITY,
 AX0725'SET AT A ENTRANCE TO A RICE FIELD, 30 FEET S. OF THE CENTERLINE OF THE
 AX0725'ROAD, 16.7 FEET W. OF THE CENTERLINE OF THE ROAD LEADING S. INTO THE
 AX0725'FIELD, 5.3 FEET W. OF THE W. GATE POST, 1.7 FEET N. OF THE FENCE, 1.4
 AX0725'FEET E. OF REFERENCE POST.  PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0886 ***********************************************************************
 AX0886  DESIGNATION -  F 854
 AX0886  PID         -  AX0886
 AX0886  STATE/COUNTY-  TX/JACKSON
 AX0886  USGS QUAD   -  GANADO (1981)
 AX0886
 AX0886                         *CURRENT SURVEY CONTROL
 AX0886  ___________________________________________________________________
 AX0886* NAD 83(1986)-  29 05 21.     (N)    096 35 10.     (W)     SCALED    
 AX0886* NAVD 88     -        23.54   (+/-2cm)      77.2    (feet)  VERTCON   
 AX0886  ___________________________________________________________________
 AX0886  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0886
 AX0886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0886
 AX0886.The horizontal coordinates were scaled from a topographic map and have
 AX0886.an estimated accuracy of +/- 6 seconds.
 AX0886
 AX0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0886.The vertical order pertains to the NGVD 29 superseded value.
 AX0886
 AX0886.The geoid height was determined by GEOID03.
 AX0886
 AX0886;                    North         East    Units  Estimated Accuracy
 AX0886;SPC TXSC     - 4,141,610.      834,960.      MT  (+/- 180 meters Scaled)
 AX0886
 AX0886                          SUPERSEDED SURVEY CONTROL
 AX0886
 AX0886  NGVD 29 (??/??/92)   23.548  (m)           77.26   (f) ADJ UNCH    2 0
 AX0886
 AX0886.Superseded values are not recommended for survey control.
 AX0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0886.See file dsdata.txt to determine how the superseded data were derived.
 AX0886
 AX0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT349202(NAD 83)
 AX0886_MARKER: DB = BENCH MARK DISK
 AX0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0886_STAMPING: F 854 1943
 AX0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0886+STABILITY: SURFACE MOTION
 AX0886
 AX0886  HISTORY     - Date     Condition        Report By
 AX0886  HISTORY     - 1943     MONUMENTED       CGS
 AX0886  HISTORY     - 1972     GOOD             NGS
 AX0886
 AX0886                          STATION DESCRIPTION
 AX0886
 AX0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0886'6.7 MI NW FROM GANADO.
 AX0886'ABOUT 1.9 MILES NORTH ALONG FARM TO MARKET ROAD NO. 710 FROM THE
 AX0886'INTERSECTION OF U. S. HIGHWAY 59 AT GANADO, THENCE 1.7 MILES WEST
 AX0886'ALONG MATUS ROAD, THENCE 0.65 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 AX0886'2.5 MILES NORTHWEST ALONG CORDELE ROAD, AT THE OUTSIDE OF A TURN IN
 AX0886'THE ROAD, NEAR A ONE STORY FARM HOUSE, 95 YARDS WEST OF A WOODEN
 AX0886'BRIDGE OVER MIDDLE BRANCH, 66.4 FEET EAST OF THE SOUTHEAST CORNER OF
 AX0886'THE PORCH FOR FARM HOUSE, 32 1/2 FEET NORTH OF THE SOUTHEAST CORNER
 AX0886'POST FOR YARD, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 14
 AX0886'FEET SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER, 1 FOOT
 AX0886'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 AX0886'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 AX0886'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1760 ***********************************************************************
 AX1760  DESIGNATION -  F 855
 AX1760  PID         -  AX1760
 AX1760  STATE/COUNTY-  TX/GONZALES
 AX1760  USGS QUAD   -  CHEAPSIDE (1987)
 AX1760
 AX1760                         *CURRENT SURVEY CONTROL
 AX1760  ___________________________________________________________________
 AX1760* NAD 83(1986)-  29 20 47.     (N)    097 28 28.     (W)     SCALED    
 AX1760* NAVD 88     -        84.37   (+/-2cm)     276.8    (feet)  VERTCON   
 AX1760  ___________________________________________________________________
 AX1760  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AX1760
 AX1760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1760
 AX1760.The horizontal coordinates were scaled from a topographic map and have
 AX1760.an estimated accuracy of +/- 6 seconds.
 AX1760
 AX1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1760.The vertical order pertains to the NGVD 29 superseded value.
 AX1760
 AX1760.The geoid height was determined by GEOID03.
 AX1760
 AX1760;                    North         East    Units  Estimated Accuracy
 AX1760;SPC TXSC     - 4,168,650.      748,130.      MT  (+/- 180 meters Scaled)
 AX1760
 AX1760                          SUPERSEDED SURVEY CONTROL
 AX1760
 AX1760  NGVD 29 (??/??/92)   84.351  (m)          276.74   (f) ADJ UNCH    2 0
 AX1760
 AX1760.Superseded values are not recommended for survey control.
 AX1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1760.See file dsdata.txt to determine how the superseded data were derived.
 AX1760
 AX1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT481473(NAD 83)
 AX1760_MARKER: DB = BENCH MARK DISK
 AX1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1760_STAMPING: F 855 1943
 AX1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1760+STABILITY: SURFACE MOTION
 AX1760
 AX1760  HISTORY     - Date     Condition        Report By
 AX1760  HISTORY     - 1943     MONUMENTED       CGS
 AX1760
 AX1760                          STATION DESCRIPTION
 AX1760
 AX1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1760'7.95 MI NW FROM CHEAPSIDE.
 AX1760'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 4.8 MI. N.W. ALONG A DIRT
 AX1760'ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING W., 3.15 MI. W. ALONG
 AX1760'A DIRT ROAD TO A DOUBLE T FENCE ON THE N. SIDE OF THE ROAD AND SITE OF
 AX1760'BENCH MARK.  BENCH MARK IS 0.7 MI. E. OF THE INTERSECTION OF A DIRT T
 AX1760'ROAD, IT IS 31 FEET NORTH OF AND ABOUT 3.5 FEET ABOVE THE CENTERLINE
 AX1760'OF THE ROAD AND MIDWAY BETWEEN A DOUBLE T FENCE FIVE FEET APART, 11.5
 AX1760'FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 9 FEET W. OF THE
 AX1760'CENTERLINE OF A DIRT TRACK ROAD LEADING N. 6.7 FEET N.W. OF A 1.5 FOOT
 AX1760'OAK TREE AND 2.6 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1760'MONUMENT PROJECTS 0.2 FOOT.  THIS BENCH MARK IS ALSO 8.35 MI. S.E. OF
 AX1760'THE SCHOOL BUILDING AT WRIGHTSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1911 ***********************************************************************
 AX1911  DESIGNATION -  F 856 RESET 1971
 AX1911  PID         -  AX1911
 AX1911  STATE/COUNTY-  TX/KARNES
 AX1911  USGS QUAD   -  GILLETT (1987)
 AX1911
 AX1911                         *CURRENT SURVEY CONTROL
 AX1911  ___________________________________________________________________
 AX1911* NAD 83(1986)-  29 07 40.     (N)    097 47 06.     (W)     SCALED    
 AX1911* NAVD 88     -       106.36   (+/-2cm)     348.9    (feet)  VERTCON   
 AX1911  ___________________________________________________________________
 AX1911  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AX1911
 AX1911  VERT ORDER  -  THIRD (See Below)
 AX1911
 AX1911.The horizontal coordinates were scaled from a topographic map and have
 AX1911.an estimated accuracy of +/- 6 seconds.
 AX1911
 AX1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1911.The vertical order pertains to the NGVD 29 superseded value.
 AX1911
 AX1911.The geoid height was determined by GEOID03.
 AX1911
 AX1911;                    North         East    Units  Estimated Accuracy
 AX1911;SPC TXSC     - 4,144,070.      718,230.      MT  (+/- 180 meters Scaled)
 AX1911
 AX1911                          SUPERSEDED SURVEY CONTROL
 AX1911
 AX1911  NGVD 29 (01/29/03)  106.32   (m)          348.8    (f) RESET       3  
 AX1911
 AX1911.Superseded values are not recommended for survey control.
 AX1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1911.See file dsdata.txt to determine how the superseded data were derived.
 AX1911
 AX1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT182227(NAD 83)
 AX1911_MARKER: DB = BENCH MARK DISK
 AX1911_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1911_SP_SET: CULVERT
 AX1911_STAMPING: F 856 RESET 1971
 AX1911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1911+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AX1911
 AX1911  HISTORY     - Date     Condition        Report By
 AX1911  HISTORY     - 1971     MONUMENTED       TXHD
 AX1911  HISTORY     - 1972     GOOD             TXHD
 AX1911  HISTORY     - 20040815 MARK NOT FOUND   USPSQD
 AX1911  HISTORY     - 20040917 GOOD             USPSQD
 AX1911
 AX1911                          STATION DESCRIPTION
 AX1911
 AX1911'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1911'0.1 MI S FROM GILLETT.
 AX1911'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 80 FROM THE FOUR CORNERS AT
 AX1911'GILLETT, KARNES COUNTY, IN THE CONCRETE FOOTING OF THE WEST HEADWALL
 AX1911'OF A CONCRETE PIPE CULVERT 47.0 FEET WEST OF THE CENTERLINE OF THE
 AX1911'HIGHWAY, AND THREE FEET BELOW THE HIGHWAY.
 AX1911
 AX1911                          STATION RECOVERY (2004)
 AX1911
 AX1911'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX1911'MARK NOT FOUND.
 AX1911
 AX1911                          STATION RECOVERY (2004)
 AX1911
 AX1911'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AX1911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1886 ***********************************************************************
 AX1886  DESIGNATION -  F 857
 AX1886  PID         -  AX1886
 AX1886  STATE/COUNTY-  TX/KARNES
 AX1886  USGS QUAD   -  KOSCIUSKO (1987)
 AX1886
 AX1886                         *CURRENT SURVEY CONTROL
 AX1886  ___________________________________________________________________
 AX1886* NAD 83(1986)-  29 03 49.     (N)    097 56 06.     (W)     SCALED    
 AX1886* NAVD 88     -       103.72   (+/-2cm)     340.3    (feet)  VERTCON   
 AX1886  ___________________________________________________________________
 AX1886  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX1886
 AX1886  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1886
 AX1886.The horizontal coordinates were scaled from a topographic map and have
 AX1886.an estimated accuracy of +/- 6 seconds.
 AX1886
 AX1886.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1886.The vertical order pertains to the NGVD 29 superseded value.
 AX1886
 AX1886.The geoid height was determined by GEOID03.
 AX1886
 AX1886;                    North         East    Units  Estimated Accuracy
 AX1886;SPC TXSC     - 4,136,820.      703,690.      MT  (+/- 180 meters Scaled)
 AX1886
 AX1886                          SUPERSEDED SURVEY CONTROL
 AX1886
 AX1886  NGVD 29 (??/??/92)  103.672  (m)          340.13   (f) ADJ UNCH    2 0
 AX1886
 AX1886.Superseded values are not recommended for survey control.
 AX1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1886.See file dsdata.txt to determine how the superseded data were derived.
 AX1886
 AX1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT036155(NAD 83)
 AX1886_MARKER: DB = BENCH MARK DISK
 AX1886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1886_SP_SET: CULVERT
 AX1886_STAMPING: F 857 1943
 AX1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1886
 AX1886  HISTORY     - Date     Condition        Report By
 AX1886  HISTORY     - 1943     MONUMENTED       CGS
 AX1886
 AX1886                          STATION DESCRIPTION
 AX1886
 AX1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1886'3.6 MI N FROM CHESTOHOWA.
 AX1886'TO REACH FROM A 453.8 FOOT STEEL AND CONCRETE HIGHWAY BRIDGE OVER THE
 AX1886'CIBOLO CREEK AT CHESTOHOWA, PROCEED 3.6 MILES NORTHERLY ALONG STATE
 AX1886'HIGHWAY NO. 123 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH
 AX1886'MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST
 AX1886'HEADWALL OF A 2X3 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS
 AX1886'0.35 MILE SOUTH OF THE KARNES - WILSON COUNTY LINE, 21.9 FEET EAST OF
 AX1886'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1625 ***********************************************************************
 AN1625  DESIGNATION -  F 858
 AN1625  PID         -  AN1625
 AN1625  STATE/COUNTY-  TX/KARNES
 AN1625  USGS QUAD   -  KARNES CITY (1987)
 AN1625
 AN1625                         *CURRENT SURVEY CONTROL
 AN1625  ___________________________________________________________________
 AN1625* NAD 83(1986)-  28 53 06.     (N)    097 54 04.     (W)     SCALED    
 AN1625* NAVD 88     -       132.080  (meters)     433.33   (feet)  ADJUSTED  
 AN1625  ___________________________________________________________________
 AN1625  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AN1625  DYNAMIC HT  -         131.888 (meters)     432.70  (feet)  COMP
 AN1625  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 AN1625
 AN1625  VERT ORDER  -  FIRST     CLASS II
 AN1625
 AN1625.The horizontal coordinates were scaled from a topographic map and have
 AN1625.an estimated accuracy of +/- 6 seconds.
 AN1625
 AN1625.The orthometric height was determined by differential leveling
 AN1625.and adjusted by the National Geodetic Survey in June 1991..
 AN1625
 AN1625.The geoid height was determined by GEOID03.
 AN1625
 AN1625.The dynamic height is computed by dividing the NAVD 88
 AN1625.geopotential number by the normal gravity value computed on the
 AN1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1625.degrees latitude (g = 980.6199 gals.).
 AN1625
 AN1625.The modeled gravity was interpolated from observed gravity values.
 AN1625
 AN1625;                    North         East    Units  Estimated Accuracy
 AN1625;SPC TXSC     - 4,117,060.      707,180.      MT  (+/- 180 meters Scaled)
 AN1625
 AN1625                          SUPERSEDED SURVEY CONTROL
 AN1625
 AN1625  NGVD 29 (??/??/92)  132.05   (m)          433.2    (f) COMPUTED    1 2
 AN1625
 AN1625.Superseded values are not recommended for survey control.
 AN1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1625.See file dsdata.txt to determine how the superseded data were derived.
 AN1625
 AN1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS071957(NAD 83)
 AN1625_MARKER: DB = BENCH MARK DISK
 AN1625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1625_SP_SET: STEP
 AN1625_STAMPING: F 858 1943
 AN1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1625
 AN1625  HISTORY     - Date     Condition        Report By
 AN1625  HISTORY     - 1943     MONUMENTED       CGS
 AN1625
 AN1625                          STATION DESCRIPTION
 AN1625
 AN1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1625'IN KARNES CITY.
 AN1625'BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE SECOND
 AN1625'CONCRETE STEP FROM THE BOTTOM OF THE EAST ENTRANCE STEPS TO THE COUNTY
 AN1625'COURT HOUSE AT KARNES CITY.  IT IS 5.2 FEET SOUTH OF THE CENTERLINE OF
 AN1625'THE EAST ENTRANCE DOOR TO THE COURT HOUSE AND 0.5 FOOT NORTH OF THE
 AN1625'SOUTH END OF THE SECOND STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1626 ***********************************************************************
 AN1626  DESIGNATION -  F 858 RESET 1962
 AN1626  PID         -  AN1626
 AN1626  STATE/COUNTY-  TX/KARNES
 AN1626  USGS QUAD   -  KARNES CITY (1987)
 AN1626
 AN1626                         *CURRENT SURVEY CONTROL
 AN1626  ___________________________________________________________________
 AN1626* NAD 83(1986)-  28 53 07.     (N)    097 54 05.     (W)     SCALED    
 AN1626* NAVD 88     -       131.811  (meters)     432.45   (feet)  ADJUSTED  
 AN1626  ___________________________________________________________________
 AN1626  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AN1626  DYNAMIC HT  -         131.619 (meters)     431.82  (feet)  COMP
 AN1626  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 AN1626
 AN1626  VERT ORDER  -  FIRST     CLASS II
 AN1626
 AN1626.The horizontal coordinates were scaled from a topographic map and have
 AN1626.an estimated accuracy of +/- 6 seconds.
 AN1626
 AN1626.The orthometric height was determined by differential leveling
 AN1626.and adjusted by the National Geodetic Survey in June 1991..
 AN1626
 AN1626.The geoid height was determined by GEOID03.
 AN1626
 AN1626.The dynamic height is computed by dividing the NAVD 88
 AN1626.geopotential number by the normal gravity value computed on the
 AN1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1626.degrees latitude (g = 980.6199 gals.).
 AN1626
 AN1626.The modeled gravity was interpolated from observed gravity values.
 AN1626
 AN1626;                    North         East    Units  Estimated Accuracy
 AN1626;SPC TXSC     - 4,117,090.      707,150.      MT  (+/- 180 meters Scaled)
 AN1626
 AN1626                          SUPERSEDED SURVEY CONTROL
 AN1626
 AN1626  NGVD 29 (??/??/??)  131.79   (m)          432.4    (f) RESET       3  
 AN1626
 AN1626.Superseded values are not recommended for survey control.
 AN1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1626.See file dsdata.txt to determine how the superseded data were derived.
 AN1626
 AN1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS071957(NAD 83)
 AN1626_MARKER: DB = BENCH MARK DISK
 AN1626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1626_SP_SET: FLOOR
 AN1626_STAMPING: F 858 RESET 1962
 AN1626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1626+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 AN1626
 AN1626  HISTORY     - Date     Condition        Report By
 AN1626  HISTORY     - 1962     MONUMENTED       CGS
 AN1626  HISTORY     - 1981     GOOD             NGS
 AN1626  HISTORY     - 1991     GOOD             USPSQD
 AN1626  HISTORY     - 20040903 GOOD             USPSQD
 AN1626
 AN1626                          STATION DESCRIPTION
 AN1626
 AN1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AN1626'IN KARNES CITY.
 AN1626'AT KARNES CITY, AT THE SOUTHEAST SIDE OF THE COUNTY COURTHOUSE, IN THE
 AN1626'NORTHEAST CORNER OF THE CONCRETE FLOOR THE CANNON SETS ON, 16-1/2 FEET
 AN1626'SOUTH OF THE SOUTHEAST CORNER OF THE COURTHOUSE, 28 FEET NORTH OF THE
 AN1626'RETAINING WALL WHICH IS ALONG CULVERT STREET, 15 INCHES WEST OF THE
 AN1626'EAST SIDE OF THE CONCRETE FLOOR THE CANNON SETS ON AND 8 INCHES SOUTH
 AN1626'OF THE NORTHEDGE OF THE CONCRETE FLOOR.  CEMENTED IN A DRILL HOLE
 AN1626'FLUSH WITH THE CONCRETE FLOOR.
 AN1626
 AN1626                          STATION RECOVERY (1981)
 AN1626
 AN1626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1626'IN KARNES CITY, AT THE KARNES COUNTY COURTHOUSE, IN TOP OF THE
 AN1626'NORTHEAST CORNER OF THE CONCRETE PLATFORM SUPPORTING A CANNON,
 AN1626'4.8 METERS (16.5 FT) SOUTH OF THE SOUTHEAST CORNER OF THE COURTHOUSE,
 AN1626'8.5 METERS (28.0 FT) NORTH OF A RETAINING WALL WHICH IS ALONG CALVERT
 AN1626'STREET, 0.5 METER (1.5 FT) WEST OF THE EAST EDGE OF THE PLATFORM,
 AN1626'0.3 METERS (0.7 FT) SOUTH OF THE NORTH EDGE OF THE PLATFORM.
 AN1626'THE MARK IS 0.6 M ABOVE CALVERT STREET.
 AN1626
 AN1626                          STATION RECOVERY (1991)
 AN1626
 AN1626'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AN1626'RECOVERED IN GOOD CONDITION.
 AN1626
 AN1626                          STATION RECOVERY (2004)
 AN1626
 AN1626'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AN1626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2460 ***********************************************************************
 AX2460  DESIGNATION -  F 859
 AX2460  PID         -  AX2460
 AX2460  STATE/COUNTY-  TX/DE WITT
 AX2460  USGS QUAD   -  GARFIELD (1987)
 AX2460
 AX2460                         *CURRENT SURVEY CONTROL
 AX2460  ___________________________________________________________________
 AX2460* NAD 83(1986)-  29 00 32.     (N)    097 40 08.     (W)     SCALED    
 AX2460* NAVD 88     -       143.80   (+/-2cm)     471.8    (feet)  VERTCON   
 AX2460  ___________________________________________________________________
 AX2460  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AX2460
 AX2460  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2460
 AX2460.The horizontal coordinates were scaled from a topographic map and have
 AX2460.an estimated accuracy of +/- 6 seconds.
 AX2460
 AX2460.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2460.The vertical order pertains to the NGVD 29 superseded value.
 AX2460
 AX2460.The geoid height was determined by GEOID03.
 AX2460
 AX2460;                    North         East    Units  Estimated Accuracy
 AX2460;SPC TXSC     - 4,131,020.      729,670.      MT  (+/- 180 meters Scaled)
 AX2460
 AX2460                          SUPERSEDED SURVEY CONTROL
 AX2460
 AX2460  NGVD 29 (??/??/92)  143.769  (m)          471.68   (f) ADJ UNCH    2 0
 AX2460
 AX2460.Superseded values are not recommended for survey control.
 AX2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2460.See file dsdata.txt to determine how the superseded data were derived.
 AX2460
 AX2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT296097(NAD 83)
 AX2460_MARKER: DB = BENCH MARK DISK
 AX2460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2460_SP_SET: CULVERT
 AX2460_STAMPING: F 859 1943
 AX2460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2460
 AX2460  HISTORY     - Date     Condition        Report By
 AX2460  HISTORY     - 1943     MONUMENTED       CGS
 AX2460  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2460
 AX2460                          STATION DESCRIPTION
 AX2460
 AX2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2460'0.25 MI W FROM DAVY.
 AX2460'ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE COTTON GIN AT DAVY,
 AX2460'DE WITT COUNTY, THENCE ABOUT 7.1 MILES SOUTH ALONG A DIRT ROAD. ABOUT
 AX2460'0.05 MILE NORTH OF THE JUNCTION OF A DIRT ROAD LEADING EAST, ABOUT
 AX2460'0.05 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING WEST, IN THE
 AX2460'TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 2-1/2- BY 2-1/2-FOOT
 AX2460'CONCRETE BOX CULVERT, 11.8 FEET EAST OF THE CENTER LINE OF THE ROAD,
 AX2460'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED F 859
 AX2460'1943.
 AX2460
 AX2460                          STATION RECOVERY (1963)
 AX2460
 AX2460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX2460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1352 ***********************************************************************
 BY1352  DESIGNATION -  F 86
 BY1352  PID         -  BY1352
 BY1352  STATE/COUNTY-  TX/HOUSTON
 BY1352  USGS QUAD   -  GRAPELAND (1951)
 BY1352
 BY1352                         *CURRENT SURVEY CONTROL
 BY1352  ___________________________________________________________________
 BY1352* NAD 83(1986)-  31 28 21.     (N)    095 28 25.     (W)     SCALED    
 BY1352* NAVD 88     -       124.95   (+/-2cm)     409.9    (feet)  VERTCON   
 BY1352  ___________________________________________________________________
 BY1352  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BY1352
 BY1352  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1352
 BY1352.The horizontal coordinates were scaled from a topographic map and have
 BY1352.an estimated accuracy of +/- 6 seconds.
 BY1352
 BY1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1352.The vertical order pertains to the NGVD 29 superseded value.
 BY1352
 BY1352.The geoid height was determined by GEOID03.
 BY1352
 BY1352;                    North         East    Units  Estimated Accuracy
 BY1352;SPC TX C     - 3,210,270.    1,161,630.      MT  (+/- 180 meters Scaled)
 BY1352
 BY1352                          SUPERSEDED SURVEY CONTROL
 BY1352
 BY1352  NGVD 29 (??/??/92)  124.948  (m)          409.93   (f) ADJ UNCH    1 2
 BY1352
 BY1352.Superseded values are not recommended for survey control.
 BY1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1352.See file dsdata.txt to determine how the superseded data were derived.
 BY1352
 BY1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ649846(NAD 83)
 BY1352_MARKER: DB = BENCH MARK DISK
 BY1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1352_STAMPING: F 86 1932
 BY1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1352+STABILITY: SURFACE MOTION
 BY1352
 BY1352  HISTORY     - Date     Condition        Report By
 BY1352  HISTORY     - 1932     MONUMENTED       CGS
 BY1352  HISTORY     - 1960     GOOD             NGS
 BY1352
 BY1352                          STATION DESCRIPTION
 BY1352
 BY1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1352'1.5 MI S FROM GRAPELAND.
 BY1352'1.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 BY1352'AT GRAPELAND, AT THE SOUTHWEST END OF A CUT, 92 1/2 FEET SOUTHEAST OF
 BY1352'AND ACROSS THE TRACK FROM THE SECOND TELEPHONE POLE NORTHEAST OF
 BY1352'MILEPOST 26, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET SOUTHEAST
 BY1352'OF A FENCE, 66 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM A BATTERY
 BY1352'BOX, 11 1/2 FEET SOUTHWEST OF A 10 INCH OAK TREE, ABOUT 2 FEET BELOW
 BY1352'THE LEVEL OF THE TRACK, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, AND
 BY1352'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0735 ***********************************************************************
 AX0735  DESIGNATION -  F 860
 AX0735  PID         -  AX0735
 AX0735  STATE/COUNTY-  TX/LAVACA
 AX0735  USGS QUAD   -  SPEAKS (1981)
 AX0735
 AX0735                         *CURRENT SURVEY CONTROL
 AX0735  ___________________________________________________________________
 AX0735* NAD 83(1986)-  29 19 09.     (N)    096 38 30.     (W)     SCALED    
 AX0735* NAVD 88     -        50.20   (+/-2cm)     164.7    (feet)  VERTCON   
 AX0735  ___________________________________________________________________
 AX0735  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0735
 AX0735  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0735
 AX0735.The horizontal coordinates were scaled from a topographic map and have
 AX0735.an estimated accuracy of +/- 6 seconds.
 AX0735
 AX0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0735.The vertical order pertains to the NGVD 29 superseded value.
 AX0735
 AX0735.The geoid height was determined by GEOID03.
 AX0735
 AX0735;                    North         East    Units  Estimated Accuracy
 AX0735;SPC TXSC     - 4,166,980.      829,040.      MT  (+/- 180 meters Scaled)
 AX0735
 AX0735                          SUPERSEDED SURVEY CONTROL
 AX0735
 AX0735  NGVD 29 (??/??/92)   50.192  (m)          164.67   (f) ADJ UNCH    2 0
 AX0735
 AX0735.Superseded values are not recommended for survey control.
 AX0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0735.See file dsdata.txt to determine how the superseded data were derived.
 AX0735
 AX0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT290456(NAD 83)
 AX0735_MARKER: DB = BENCH MARK DISK
 AX0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0735_STAMPING: F 860 1943
 AX0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0735+STABILITY: SURFACE MOTION
 AX0735
 AX0735  HISTORY     - Date     Condition        Report By
 AX0735  HISTORY     - 1943     MONUMENTED       CGS
 AX0735  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX0735  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0735
 AX0735                          STATION DESCRIPTION
 AX0735
 AX0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0735'3 4 MI N FROM PROVIDENT CITY.
 AX0735'3.4 MI.N.ALONG THE PRAIRIE TRAIL FROM THE P.O. AT PROVIDENT CITY. SET
 AX0735'AT A GATE, 10.5 FEET W.OF THE CENTERLINE OF THE TRAIL, 18 FEET S.  OF
 AX0735'THE CENTERLINE OF THE TRAI L LEADING N.W.,4.6 FEET W.OF THE W.GATE
 AX0735'POST,1.1 FEET N.OF THE FENCE,1.7 FEET E. OF REFERENCE POST.  PROJECTS
 AX0735'0.3 FOOT.
 AX0735
 AX0735                          STATION RECOVERY (1964)
 AX0735
 AX0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX0735'SEARCHED FOR BUT NOT FOUND, PROBABLY DESTROYED, ENTIRE AREA UNDER
 AX0735'CULTIVATION.
 AX0735
 AX0735                          STATION RECOVERY (1997)
 AX0735
 AX0735'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1422 ***********************************************************************
 AN1422  DESIGNATION -  F 861 RESET 1974
 AN1422  PID         -  AN1422
 AN1422  STATE/COUNTY-  TX/GOLIAD
 AN1422  USGS QUAD   -  BLANCONIA (1979)
 AN1422
 AN1422                         *CURRENT SURVEY CONTROL
 AN1422  ___________________________________________________________________
 AN1422* NAD 83(1986)-  28 29 02.     (N)    097 24 11.     (W)     SCALED    
 AN1422* NAVD 88     -        36.90   (+/-2cm)     121.1    (feet)  VERTCON   
 AN1422  ___________________________________________________________________
 AN1422  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1422
 AN1422  VERT ORDER  -  THIRD (See Below)
 AN1422
 AN1422.The horizontal coordinates were scaled from a topographic map and have
 AN1422.an estimated accuracy of +/- 6 seconds.
 AN1422
 AN1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1422.The vertical order pertains to the NGVD 29 superseded value.
 AN1422
 AN1422.The geoid height was determined by GEOID03.
 AN1422
 AN1422;                    North         East    Units  Estimated Accuracy
 AN1422;SPC TXSC     - 4,073,170.      756,360.      MT  (+/- 180 meters Scaled)
 AN1422
 AN1422                          SUPERSEDED SURVEY CONTROL
 AN1422
 AN1422  NGVD 29 (01/29/03)   36.99   (m)          121.4    (f) RESET       3  
 AN1422
 AN1422.Superseded values are not recommended for survey control.
 AN1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1422.See file dsdata.txt to determine how the superseded data were derived.
 AN1422
 AN1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS563518(NAD 83)
 AN1422_MARKER: DB = BENCH MARK DISK
 AN1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1422_STAMPING: F 861 RESET 1974
 AN1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1422+STABILITY: SURFACE MOTION
 AN1422
 AN1422  HISTORY     - Date     Condition        Report By
 AN1422  HISTORY     - 1974     MONUMENTED       TXHD
 AN1422  HISTORY     - 1974     GOOD             NGS
 AN1422
 AN1422                          STATION DESCRIPTION
 AN1422
 AN1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AN1422'6.1 MI N FROM BLANCONIA.
 AN1422'IN GOLIAD COUNTY, 6.1 MILES NORTH ALONG F.M. HWY. 2441 FROM THE
 AN1422'CATHOLIC CHURCH AT BLANCONIA, BEE COUNTY, 52 FEET EAST OF ENGINEERS
 AN1422'CENTERLINE STA. 599+26 OF SAID F.M. HWY., ONE (1) FOOT NORTH OF A
 AN1422'FENCE CORNER, 2 FEET EAST OF THE EAST RIGHT OF WAY FENCE, 1.6 FEET
 AN1422'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 861
 AN1422'RESET 1974 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AN1422'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0919 ***********************************************************************
 AN0919  DESIGNATION -  F 862 RESET 1969
 AN0919  PID         -  AN0919
 AN0919  STATE/COUNTY-  TX/GOLIAD
 AN0919  USGS QUAD   -  LOTT LAKE (1987)
 AN0919
 AN0919                         *CURRENT SURVEY CONTROL
 AN0919  ___________________________________________________________________
 AN0919* NAD 83(1986)-  28 35 24.     (N)    097 14 05.     (W)     SCALED    
 AN0919* NAVD 88     -        39.83   (+/-2cm)     130.7    (feet)  VERTCON   
 AN0919  ___________________________________________________________________
 AN0919  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0919
 AN0919  VERT ORDER  -  THIRD (See Below)
 AN0919
 AN0919.The horizontal coordinates were scaled from a topographic map and have
 AN0919.an estimated accuracy of +/- 6 seconds.
 AN0919
 AN0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0919.The vertical order pertains to the NGVD 29 superseded value.
 AN0919
 AN0919.The geoid height was determined by GEOID03.
 AN0919
 AN0919;                    North         East    Units  Estimated Accuracy
 AN0919;SPC TXSC     - 4,085,160.      772,670.      MT  (+/- 180 meters Scaled)
 AN0919
 AN0919                          SUPERSEDED SURVEY CONTROL
 AN0919
 AN0919  NGVD 29 (01/29/03)   39.94   (m)          131.0    (f) RESET       3  
 AN0919
 AN0919.Superseded values are not recommended for survey control.
 AN0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0919.See file dsdata.txt to determine how the superseded data were derived.
 AN0919
 AN0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS726638(NAD 83)
 AN0919_MARKER: DB = BENCH MARK DISK
 AN0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0919_STAMPING: F 862 RESET 1969
 AN0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0919+STABILITY: SURFACE MOTION
 AN0919
 AN0919  HISTORY     - Date     Condition        Report By
 AN0919  HISTORY     - 1969     MONUMENTED       CGS
 AN0919  HISTORY     - 1990     GOOD             USPSQD
 AN0919
 AN0919                          STATION DESCRIPTION
 AN0919
 AN0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AN0919'12.1 MI SE FROM GOLIAD.
 AN0919'ABOUT 2.25 MILES SOUTH ALONG U. S. HIGHWAY 186 AND ALT. 77 FROM THE
 AN0919'JUNCTION OF U. S. HIGHWAYS 183, ALT. 77, AND 59 IN GOLIAD, THENCE 9.85
 AN0919'MILES EAST ALONG STATE HIGHWAY 239 TO SITE OF BENCH MARK, ABOUT 0.5
 AN0919'MILE EAST OF A NORTH-SOUTH FENCE LINE, 0.1 MILE WEST OF A NORTH-SOUTH
 AN0919'FENCE LEADING NORTH FROM HIGHWAY, 61 FEET NORTH OF CENTER LINE OF
 AN0919'HIGHWAY, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT NORTH OF
 AN0919'RIGHT-OF-WAY FENCE, AND AT HIGHWAY DEPARTMENT STATION 523 + 29. A C
 AN0919'AND GS BENCH MARK DISK SET IN A 10 X 10 INCH CONCRETE POST WHICH
 AN0919'PROJECTS 5 INCHES ABOVE GROUND.
 AN0919
 AN0919                          STATION RECOVERY (1990)
 AN0919
 AN0919'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0900 ***********************************************************************
 AN0900  DESIGNATION -  F 863
 AN0900  PID         -  AN0900
 AN0900  STATE/COUNTY-  TX/VICTORIA
 AN0900  USGS QUAD   -  MC FADDIN (1987)
 AN0900
 AN0900                         *CURRENT SURVEY CONTROL
 AN0900  ___________________________________________________________________
 AN0900* NAD 83(1986)-  28 33 18.     (N)    097 03 51.     (W)     SCALED    
 AN0900* NAVD 88     -        25.11   (+/-2cm)      82.4    (feet)  VERTCON   
 AN0900  ___________________________________________________________________
 AN0900  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0900
 AN0900  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0900
 AN0900.The horizontal coordinates were scaled from a topographic map and have
 AN0900.an estimated accuracy of +/- 6 seconds.
 AN0900
 AN0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0900.The vertical order pertains to the NGVD 29 superseded value.
 AN0900
 AN0900.The geoid height was determined by GEOID03.
 AN0900
 AN0900;                    North         East    Units  Estimated Accuracy
 AN0900;SPC TXSC     - 4,081,550.      789,410.      MT  (+/- 180 meters Scaled)
 AN0900
 AN0900                          SUPERSEDED SURVEY CONTROL
 AN0900
 AN0900  NGVD 29 (??/??/92)   25.244  (m)           82.82   (f) ADJ UNCH    2 0
 AN0900
 AN0900.Superseded values are not recommended for survey control.
 AN0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0900.See file dsdata.txt to determine how the superseded data were derived.
 AN0900
 AN0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS893602(NAD 83)
 AN0900_MARKER: DB = BENCH MARK DISK
 AN0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0900_STAMPING: F 863 1943
 AN0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0900+STABILITY: SURFACE MOTION
 AN0900
 AN0900  HISTORY     - Date     Condition        Report By
 AN0900  HISTORY     - 1943     MONUMENTED       CGS
 AN0900
 AN0900                          STATION DESCRIPTION
 AN0900
 AN0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0900'3.4 MI NW FROM MCFADDIN.
 AN0900'3.4 MILES NORTHWEST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 AN0900'MCFADDIN, VICTORIA COUNTY, AT THE JUNCTION OF TWO ROADS (ONE LEADS
 AN0900'SOUTHWEST AND THE OTHER LEADS SOUTHEAST), 29 FEET SOUTH OF THE
 AN0900'CENTERLINE OF THE MAIN ROAD, 21 FEET WEST OF THE CENTERLINE OF THE
 AN0900'SIDE ROADS, 26.6 FEET SOUTHEAST OF THE CENTER OF THE SOUTH END OF A
 AN0900'PIPE CULVERT, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 AN0900'STANDARD DISK, STAMPED F 863 1943 AND SET IN THE TOP OF A CONCRETE
 AN0900'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0829 ***********************************************************************
 AX0829  DESIGNATION -  F 866
 AX0829  PID         -  AX0829
 AX0829  STATE/COUNTY-  TX/LAVACA
 AX0829  USGS QUAD   -  EZZELL (1981)
 AX0829
 AX0829                         *CURRENT SURVEY CONTROL
 AX0829  ___________________________________________________________________
 AX0829* NAD 83(1986)-  29 17 56.     (N)    096 59 42.     (W)     SCALED    
 AX0829* NAVD 88     -        67.79   (+/-2cm)     222.4    (feet)  VERTCON   
 AX0829  ___________________________________________________________________
 AX0829  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0829
 AX0829  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0829
 AX0829.The horizontal coordinates were scaled from a topographic map and have
 AX0829.an estimated accuracy of +/- 6 seconds.
 AX0829
 AX0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0829.The vertical order pertains to the NGVD 29 superseded value.
 AX0829
 AX0829.The geoid height was determined by GEOID03.
 AX0829
 AX0829;                    North         East    Units  Estimated Accuracy
 AX0829;SPC TXSC     - 4,164,090.      794,760.      MT  (+/- 180 meters Scaled)
 AX0829
 AX0829                          SUPERSEDED SURVEY CONTROL
 AX0829
 AX0829  NGVD 29 (??/??/92)   67.795  (m)          222.42   (f) ADJ UNCH    2 0
 AX0829
 AX0829.Superseded values are not recommended for survey control.
 AX0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0829.See file dsdata.txt to determine how the superseded data were derived.
 AX0829
 AX0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT947427(NAD 83)
 AX0829_MARKER: DB = BENCH MARK DISK
 AX0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0829_STAMPING: F 866 1943
 AX0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0829+STABILITY: SURFACE MOTION
 AX0829
 AX0829  HISTORY     - Date     Condition        Report By
 AX0829  HISTORY     - 1943     MONUMENTED       CGS
 AX0829  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0829
 AX0829                          STATION DESCRIPTION
 AX0829
 AX0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0829'0.9 MI S FROM KOERTH.
 AX0829'TO REACH FROM THE CATHOLIC CHURCH AT KOERTH-- PROCEED 0.9 MILE
 AX0829'SOUTHERLY ALONG THE KOERTH-HOPE ROAD TO A CROSS ROAD INTERSECTION AND
 AX0829'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.75 MILE SOUTH OF A
 AX0829'GROCERY STORE, AND 36.0 FEET SOUTH OF THE CENTERLINE OF THE EAST AND
 AX0829'WEST ROAD.  IT IS 24.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AX0829'CENTERLINE OF THE KOERTH-HOPE ROAD, 12.0 FEET SOUTH OF A 22-INCH OAK
 AX0829'TREE AND A FENCE CORNER, 1.8 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND
 AX0829'3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AX0829'0.1 FOOT.
 AX0829
 AX0829                          STATION RECOVERY (1997)
 AX0829
 AX0829'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0759 ***********************************************************************
 AX0759  DESIGNATION -  F 867
 AX0759  PID         -  AX0759
 AX0759  STATE/COUNTY-  TX/LAVACA
 AX0759  USGS QUAD   -  EZZELL (1981)
 AX0759
 AX0759                         *CURRENT SURVEY CONTROL
 AX0759  ___________________________________________________________________
 AX0759* NAD 83(1986)-  29 22 10.     (N)    096 54 26.     (W)     SCALED    
 AX0759* NAVD 88     -        58.05   (+/-2cm)     190.5    (feet)  VERTCON   
 AX0759  ___________________________________________________________________
 AX0759  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0759
 AX0759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0759
 AX0759.The horizontal coordinates were scaled from a topographic map and have
 AX0759.an estimated accuracy of +/- 6 seconds.
 AX0759
 AX0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0759.The vertical order pertains to the NGVD 29 superseded value.
 AX0759
 AX0759.The geoid height was determined by GEOID03.
 AX0759
 AX0759;                    North         East    Units  Estimated Accuracy
 AX0759;SPC TXSC     - 4,172,060.      803,150.      MT  (+/- 180 meters Scaled)
 AX0759
 AX0759                          SUPERSEDED SURVEY CONTROL
 AX0759
 AX0759  NGVD 29 (??/??/92)   58.05   (m)          190.5    (f) COMPUTED    2 0
 AX0759
 AX0759.Superseded values are not recommended for survey control.
 AX0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0759.See file dsdata.txt to determine how the superseded data were derived.
 AX0759
 AX0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT031507(NAD 83)
 AX0759_MARKER: DB = BENCH MARK DISK
 AX0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0759_STAMPING: F 867 1943
 AX0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0759+STABILITY: SURFACE MOTION
 AX0759
 AX0759  HISTORY     - Date     Condition        Report By
 AX0759  HISTORY     - 1943     MONUMENTED       CGS
 AX0759
 AX0759                          STATION DESCRIPTION
 AX0759
 AX0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0759'6.15 MI SE FROM HALLETTSVILLE.
 AX0759'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0759'STATION AT HALLETTSVILLE-- PROCEED 6.15 MILES SOUTHEASTERLY ALONG THE
 AX0759'HALLETTSVILLE-EZZELL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AX0759'235.0 FEET SOUTH OF A PRIVATE ROAD INTERSECTION LEADING WEST TO A
 AX0759'FRAME HOUSE, AND 38.0 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE
 AX0759'CENTERLINE OF ROAD.  IT IS 4.5 FEET WEST OF A FENCE CORNER, 1.2 FEET
 AX0759'NORTH OF A FENCE, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.
 AX0759'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0760 ***********************************************************************
 AX0760  DESIGNATION -  F 867 RESET 1961
 AX0760  PID         -  AX0760
 AX0760  STATE/COUNTY-  TX/LAVACA
 AX0760  USGS QUAD   -  EZZELL (1981)
 AX0760
 AX0760                         *CURRENT SURVEY CONTROL
 AX0760  ___________________________________________________________________
 AX0760* NAD 83(1986)-  29 22 10.     (N)    096 54 26.     (W)     SCALED    
 AX0760* NAVD 88     -        57.92   (+/-2cm)     190.0    (feet)  VERTCON   
 AX0760  ___________________________________________________________________
 AX0760  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0760
 AX0760  VERT ORDER  -  THIRD (See Below)
 AX0760
 AX0760.The horizontal coordinates were scaled from a topographic map and have
 AX0760.an estimated accuracy of +/- 6 seconds.
 AX0760
 AX0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0760.The vertical order pertains to the NGVD 29 superseded value.
 AX0760
 AX0760.The geoid height was determined by GEOID03.
 AX0760
 AX0760;                    North         East    Units  Estimated Accuracy
 AX0760;SPC TXSC     - 4,172,060.      803,150.      MT  (+/- 180 meters Scaled)
 AX0760
 AX0760                          SUPERSEDED SURVEY CONTROL
 AX0760
 AX0760  NGVD 29 (??/??/??)   57.92   (m)          190.0    (f) RESET       3  
 AX0760
 AX0760.Superseded values are not recommended for survey control.
 AX0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0760.See file dsdata.txt to determine how the superseded data were derived.
 AX0760
 AX0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT031507(NAD 83)
 AX0760_MARKER: DB = BENCH MARK DISK
 AX0760_SETTING: 0 = UNSPECIFIED SETTING
 AX0760_STAMPING: F 867 RESET 1961
 AX0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0760
 AX0760  HISTORY     - Date     Condition        Report By
 AX0760  HISTORY     - 1961     MONUMENTED       TXHD
 AX0760  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0760
 AX0760                          STATION DESCRIPTION
 AX0760
 AX0760'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AX0760'6 MI SE FROM HALLETTSVILLE.
 AX0760'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND U.S. HIGHWAY
 AX0760'90-A, IN THE CITY OF HALLETTSVILLE-- PROCEED 0.76 MILES EAST ALONG
 AX0760'U.S. HIGHWAY 90-A (HALLETTSVILLE-EAGLE LAKE HIGHWAY) TO JUNCTION WITH
 AX0760'F.M. HIGHWAY 530.  PROCEED 1.25 MILES SOUTHEAST ALONG F.M. HIGHWAY 530
 AX0760'TO JUNCTION WITH F.M. HIGHWAY 2616.  PROCEED 4.91 MILES SOUTH ALONG
 AX0760'F.M. HIGHWAY 2616 TO SITE OF BENCH MARK.  BENCH MARK IS SET 51 FEET
 AX0760'WEST OF THE CENTERLINE AT ENGINEERS STATION 259 + 24 OF PROJECT R
 AX0760'2600-1-1, F.M. HIGHWAY 2616, LAVACA COUNTY, TEXAS.  IT IS LOCATED. 1.0
 AX0760'FOOT WEST OF THE WEST RIGHT-OF-WAY LINE OF SAID F.M. HIGHWAY AND IS
 AX0760'LOCATED NORTHERLY, APPROXIMATELY 404 FEET FROM THE SOUTH END OF A 0
 AX0760'DEG. 30FT. CURVE TO THE LEFT.  IT IS ALSO LOCATED 3.0 FEET SOUTH OF A
 AX0760'4X4-INCH WOODEN MARKER POST.  NOTE-- RAILROAD FACILITIES IN THIS AREA
 AX0760'HAVE BEEN DISCONTINUED AND REMOVED AND CAN NO LONGER BE USED FOR
 AX0760'REFERENCE.
 AX0760
 AX0760                          STATION RECOVERY (1997)
 AX0760
 AX0760'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0845 ***********************************************************************
 AX0845  DESIGNATION -  F 868
 AX0845  PID         -  AX0845
 AX0845  STATE/COUNTY-  TX/LAVACA
 AX0845  USGS QUAD   -  PECK BRANCH (1981)
 AX0845
 AX0845                         *CURRENT SURVEY CONTROL
 AX0845  ___________________________________________________________________
 AX0845* NAD 83(1986)-  29 05 31.     (N)    096 57 35.     (W)     SCALED    
 AX0845* NAVD 88     -        52.66   (+/-2cm)     172.8    (feet)  VERTCON   
 AX0845  ___________________________________________________________________
 AX0845  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0845
 AX0845  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0845
 AX0845.The horizontal coordinates were scaled from a topographic map and have
 AX0845.an estimated accuracy of +/- 6 seconds.
 AX0845
 AX0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0845.The vertical order pertains to the NGVD 29 superseded value.
 AX0845
 AX0845.The geoid height was determined by GEOID03.
 AX0845
 AX0845;                    North         East    Units  Estimated Accuracy
 AX0845;SPC TXSC     - 4,141,220.      798,590.      MT  (+/- 180 meters Scaled)
 AX0845
 AX0845                          SUPERSEDED SURVEY CONTROL
 AX0845
 AX0845  NGVD 29 (??/??/92)   52.684  (m)          172.85   (f) ADJ UNCH    2 0
 AX0845
 AX0845.Superseded values are not recommended for survey control.
 AX0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0845.See file dsdata.txt to determine how the superseded data were derived.
 AX0845
 AX0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT985198(NAD 83)
 AX0845_MARKER: DB = BENCH MARK DISK
 AX0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0845_STAMPING: F 868 1943
 AX0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0845+STABILITY: SURFACE MOTION
 AX0845
 AX0845  HISTORY     - Date     Condition        Report By
 AX0845  HISTORY     - 1943     MONUMENTED       CGS
 AX0845
 AX0845                          STATION DESCRIPTION
 AX0845
 AX0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0845'10.35 MI S FROM HOPE.
 AX0845'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 10.35 MILES
 AX0845'SOUTHERLY ALONG THE HOPE-FORDTRAN ROAD TO SITE OF BENCH MARK.  BENCH
 AX0845'MARK IS 28.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX0845'CENTERLINE OF ROAD LEADING NORTHWEST AND SOUTHEAST, AND 24.0 FEET
 AX0845'NORTHWEST OF THE CENTERLINE OF ROAD LEADING SOUTHWEST TO FORDTRAN. IT
 AX0845'IS 8.0 FEET SOUTHWEST OF A FENCE CORNER, 2.0 FEET NORTHWEST OF THE
 AX0845'RIGHT-OF-WAY FENCE, AND 2.8 FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER
 AX0845'POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0783 ***********************************************************************
 AX0783  DESIGNATION -  F 869
 AX0783  PID         -  AX0783
 AX0783  STATE/COUNTY-  TX/LAVACA
 AX0783  USGS QUAD   -  CORDELE (1981)
 AX0783
 AX0783                         *CURRENT SURVEY CONTROL
 AX0783  ___________________________________________________________________
 AX0783* NAD 83(1986)-  29 12 38.     (N)    096 44 24.     (W)     SCALED    
 AX0783* NAVD 88     -        35.62   (+/-2cm)     116.9    (feet)  VERTCON   
 AX0783  ___________________________________________________________________
 AX0783  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0783
 AX0783  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0783
 AX0783.The horizontal coordinates were scaled from a topographic map and have
 AX0783.an estimated accuracy of +/- 6 seconds.
 AX0783
 AX0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0783.The vertical order pertains to the NGVD 29 superseded value.
 AX0783
 AX0783.The geoid height was determined by GEOID03.
 AX0783
 AX0783;                    North         East    Units  Estimated Accuracy
 AX0783;SPC TXSC     - 4,154,760.      819,720.      MT  (+/- 180 meters Scaled)
 AX0783
 AX0783                          SUPERSEDED SURVEY CONTROL
 AX0783
 AX0783  NGVD 29 (??/??/92)   35.648  (m)          116.96   (f) ADJ UNCH    2 0
 AX0783
 AX0783.Superseded values are not recommended for survey control.
 AX0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0783.See file dsdata.txt to determine how the superseded data were derived.
 AX0783
 AX0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT197334(NAD 83)
 AX0783_MARKER: DB = BENCH MARK DISK
 AX0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0783_STAMPING: F 869 1943
 AX0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0783+STABILITY: SURFACE MOTION
 AX0783
 AX0783  HISTORY     - Date     Condition        Report By
 AX0783  HISTORY     - 1943     MONUMENTED       CGS
 AX0783
 AX0783                          STATION DESCRIPTION
 AX0783
 AX0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0783'5.0 MI S FROM SPEAKS.
 AX0783'TO REACH FROM THE VILLAGE OF SPEAKS-- PROCEED 4.45 MILES SOUTHERLY
 AX0783'ALONG THE EDNA-HALLETTSVILLE ROAD TO AN S-CURVE AND AN ABANDONED TRACK
 AX0783'ROAD INTERSECTION LEADING WEST THROUGH A WIRE GATE, THENCE 0.55 MILE
 AX0783'WESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 300.0 FEET EAST
 AX0783'OF THE NAVIDAD RIVER, AND 16.0 FEET SOUTH OF AND ABOUT THE SAME
 AX0783'ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 12.5 FEET EAST OF A FENCE
 AX0783'CORNER, 0.7 FEET NORTH OF A FENCE, AND 2.3 FEET WEST OF A 4X4-INCH
 AX0783'WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.  STAMPED F 869 1943.
 AX0783'NOTE-- BENCH MARK IS ALSO 13.95 MILES SOUTHEAST OF EZZELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0775 ***********************************************************************
 BL0775  DESIGNATION -  F 87
 BL0775  PID         -  BL0775
 BL0775  STATE/COUNTY-  TX/TRINITY
 BL0775  USGS QUAD   -  TRINITY WEST (1972)
 BL0775
 BL0775                         *CURRENT SURVEY CONTROL
 BL0775  ___________________________________________________________________
 BL0775* NAD 83(1986)-  30 56 35.     (N)    095 22 31.     (W)     SCALED    
 BL0775* NAVD 88     -        68.517  (meters)     224.79   (feet)  ADJUSTED  
 BL0775  ___________________________________________________________________
 BL0775  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0775  DYNAMIC HT  -          68.429 (meters)     224.50  (feet)  COMP
 BL0775  MODELED GRAV-     979,361.6   (mgal)                       NAVD 88
 BL0775
 BL0775  VERT ORDER  -  FIRST     CLASS II
 BL0775
 BL0775.The horizontal coordinates were scaled from a topographic map and have
 BL0775.an estimated accuracy of +/- 6 seconds.
 BL0775
 BL0775.The orthometric height was determined by differential leveling
 BL0775.and adjusted by the National Geodetic Survey in June 1991..
 BL0775
 BL0775.The geoid height was determined by GEOID03.
 BL0775
 BL0775.The dynamic height is computed by dividing the NAVD 88
 BL0775.geopotential number by the normal gravity value computed on the
 BL0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0775.degrees latitude (g = 980.6199 gals.).
 BL0775
 BL0775.The modeled gravity was interpolated from observed gravity values.
 BL0775
 BL0775;                    North         East    Units  Estimated Accuracy
 BL0775;SPC TX C     - 3,152,050.    1,173,580.      MT  (+/- 180 meters Scaled)
 BL0775
 BL0775                          SUPERSEDED SURVEY CONTROL
 BL0775
 BL0775  NGVD 29 (??/??/92)   68.518  (m)          224.80   (f) ADJ UNCH    1 2
 BL0775
 BL0775.Superseded values are not recommended for survey control.
 BL0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0775.See file dsdata.txt to determine how the superseded data were derived.
 BL0775
 BL0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ730257(NAD 83)
 BL0775_MARKER: DB = BENCH MARK DISK
 BL0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0775_STAMPING: F 87 1932 224.839
 BL0775_PROJECTION: FLUSH
 BL0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0775+STABILITY: SURFACE MOTION
 BL0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0775+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 BL0775
 BL0775  HISTORY     - Date     Condition        Report By
 BL0775  HISTORY     - 1932     MONUMENTED       CGS
 BL0775  HISTORY     - 1960     GOOD             NGS
 BL0775  HISTORY     - 1980     GOOD             NGS
 BL0775  HISTORY     - 1987     GOOD             USPSQD
 BL0775  HISTORY     - 19960601 GOOD             USPSQD
 BL0775  HISTORY     - 20060406 GOOD             USPSQD
 BL0775
 BL0775                          STATION DESCRIPTION
 BL0775
 BL0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0775'0.3 MI SW FROM TRINITY.
 BL0775'ABOUT 0.1 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0775'STATION AT TRINITY, THENCE 0.2 MILE WEST ALONG A PAVED STREET TO A
 BL0775'BRICK SCHOOLHOUSE, 118 FEET NORTH OF THE NORTHEAST CORNER OF THE
 BL0775'SCHOOL BUILDING, 71 1/2 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 BL0775'45, 33.3 FEET WEST OF A FIRE HYDRANT, 28 FEET SOUTH OF THE CENTER LINE
 BL0775'OF A PAVED STREET, 13 FEET WEST OF THE WEST EDGE OF THE CONCRETE
 BL0775'FOUNDATION FOR A FLAG POLE, AND IN THE TOP OF A CONCRETE POST FLUSH
 BL0775'WITH A SIDEWALK WHICH HAS BEEN BUILT AROUND IT.
 BL0775
 BL0775                          STATION RECOVERY (1980)
 BL0775
 BL0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0775'IN TRINITY, AT THE JUNCTION OF STATE HIGHWAY 19 AND JEFFERSON STREET,
 BL0775'36.0 M. (118 FT.) NORTH OF THE NORTHEAST CORNER OF A BUILDING AT THE
 BL0775'TRINITY HIGH SCHOOL, 21.8 M. (71.6 FT.) WEST OF THE CENTERLINE OF
 BL0775'HIGHWAY 19 (ROBB STREET), 10.1 M. (33.3 FT.) WEST OF A FIRE HYDRANT,
 BL0775'8.5 M. (28.0 FT.) SOUTH OF THE CENTERLINE OF JEFFERSON STREET, 4.0 M.
 BL0775'(13.0 FT.) WEST OF THE WEST EDGE OF A CONCRETE FOUNDATION FOR A
 BL0775'FLAGPOLE.  DISK IS FLUSH WITH A SIDEWALK WHICH HAS BEEN BUILT AROUND
 BL0775'IT.
 BL0775
 BL0775                          STATION RECOVERY (1987)
 BL0775
 BL0775'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL0775'RECOVERED IN GOOD CONDITION.
 BL0775
 BL0775                          STATION RECOVERY (1996)
 BL0775
 BL0775'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0775'RECOVERED IN GOOD CONDITION.
 BL0775
 BL0775                          STATION RECOVERY (2006)
 BL0775
 BL0775'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BL0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0153 ***********************************************************************
 AB0153  DESIGNATION -  F 871
 AB0153  PID         -  AB0153
 AB0153  STATE/COUNTY-  TX/CAMERON
 AB0153  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0153
 AB0153                         *CURRENT SURVEY CONTROL
 AB0153  ___________________________________________________________________
 AB0153* NAD 83(1986)-  25 56 15.     (N)    097 31 13.     (W)     SCALED    
 AB0153* NAVD 88     -        10.826  (meters)      35.52   (feet)  ADJUSTED  
 AB0153  ___________________________________________________________________
 AB0153  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 AB0153  DYNAMIC HT  -          10.809 (meters)      35.46  (feet)  COMP
 AB0153  MODELED GRAV-     979,028.1   (mgal)                       NAVD 88
 AB0153
 AB0153  VERT ORDER  -  FIRST     CLASS II
 AB0153
 AB0153.The horizontal coordinates were scaled from a topographic map and have
 AB0153.an estimated accuracy of +/- 6 seconds.
 AB0153
 AB0153.The orthometric height was determined by differential leveling
 AB0153.and adjusted by the National Geodetic Survey in June 1991..
 AB0153.WARNING-Repeat measurements at this control monument indicate possible
 AB0153.vertical movement.
 AB0153
 AB0153.The geoid height was determined by GEOID03.
 AB0153
 AB0153.The dynamic height is computed by dividing the NAVD 88
 AB0153.geopotential number by the normal gravity value computed on the
 AB0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0153.degrees latitude (g = 980.6199 gals.).
 AB0153
 AB0153.The modeled gravity was interpolated from observed gravity values.
 AB0153
 AB0153;                    North         East    Units  Estimated Accuracy
 AB0153;SPC TX S     - 5,030,390.      398,150.      MT  (+/- 180 meters Scaled)
 AB0153
 AB0153                          SUPERSEDED SURVEY CONTROL
 AB0153
 AB0153  NGVD 29 (??/??/92)   10.904  (m)           35.77   (f) ADJ UNCH    1 2
 AB0153
 AB0153.Superseded values are not recommended for survey control.
 AB0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0153.See file dsdata.txt to determine how the superseded data were derived.
 AB0153
 AB0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP481695(NAD 83)
 AB0153_MARKER: DB = BENCH MARK DISK
 AB0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0153_STAMPING: F 871 1943
 AB0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0153+STABILITY: SURFACE MOTION
 AB0153
 AB0153  HISTORY     - Date     Condition        Report By
 AB0153  HISTORY     - 1943     MONUMENTED       CGS
 AB0153  HISTORY     - 1951     GOOD             NGS
 AB0153  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0153  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0153  HISTORY     - 19910321 MARK NOT FOUND   USPSQD
 AB0153
 AB0153                          STATION DESCRIPTION
 AB0153
 AB0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AB0153'3.3 MI N FROM BROWNSVILLE.
 AB0153'3.3 MILES NORTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AB0153'BROWNSVILLE, CAMERON COUNTY, 13 FEET NORTH OF THE TENTH POLE NORTH OF
 AB0153'MILEPOST 3, AT AN OLD BRICK KILN, 55 FEET NORTHEAST OF A BRICK
 AB0153'CHIMNEY, 48 FEET WEST OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTH OF
 AB0153'A WHITE WOODEN WITNESS POST, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 AB0153'AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, SET IN THE TOP OF A
 AB0153'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0153
 AB0153                          STATION RECOVERY (1951)
 AB0153
 AB0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0153'RECOVERED IN GOOD CONDITION.
 AB0153
 AB0153                          STATION RECOVERY (1981)
 AB0153
 AB0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0153'SEARCHED FOR, NOT RECOVERED THIS DATE.
 AB0153
 AB0153                          STATION RECOVERY (1988)
 AB0153
 AB0153'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0153'MARK NOT FOUND.
 AB0153
 AB0153                          STATION RECOVERY (1991)
 AB0153
 AB0153'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0346 ***********************************************************************
 AE0346  DESIGNATION -  F 872
 AE0346  PID         -  AE0346
 AE0346  STATE/COUNTY-  TX/HIDALGO
 AE0346  USGS QUAD   -  PHARR (1983)
 AE0346
 AE0346                         *CURRENT SURVEY CONTROL
 AE0346  ___________________________________________________________________
 AE0346* NAD 83(1986)-  26 11 26.     (N)    098 09 38.     (W)     SCALED    
 AE0346* NAVD 88     -        32.853  (meters)     107.79   (feet)  ADJUSTED  
 AE0346  ___________________________________________________________________
 AE0346  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE0346  DYNAMIC HT  -          32.799 (meters)     107.61  (feet)  COMP
 AE0346  MODELED GRAV-     978,996.8   (mgal)                       NAVD 88
 AE0346
 AE0346  VERT ORDER  -  FIRST     CLASS II
 AE0346
 AE0346.The horizontal coordinates were scaled from a topographic map and have
 AE0346.an estimated accuracy of +/- 6 seconds.
 AE0346
 AE0346.The orthometric height was determined by differential leveling
 AE0346.and adjusted by the National Geodetic Survey in June 1991..
 AE0346
 AE0346.The geoid height was determined by GEOID03.
 AE0346
 AE0346.The dynamic height is computed by dividing the NAVD 88
 AE0346.geopotential number by the normal gravity value computed on the
 AE0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0346.degrees latitude (g = 980.6199 gals.).
 AE0346
 AE0346.The modeled gravity was interpolated from observed gravity values.
 AE0346
 AE0346;                    North         East    Units  Estimated Accuracy
 AE0346;SPC TX S     - 5,058,090.      333,930.      MT  (+/- 180 meters Scaled)
 AE0346
 AE0346                          SUPERSEDED SURVEY CONTROL
 AE0346
 AE0346  NGVD 29 (??/??/92)   32.973  (m)          108.18   (f) ADJ UNCH    1 2
 AE0346
 AE0346.Superseded values are not recommended for survey control.
 AE0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0346.See file dsdata.txt to determine how the superseded data were derived.
 AE0346
 AE0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP838970(NAD 83)
 AE0346_MARKER: DB = BENCH MARK DISK
 AE0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0346_SP_SET: CULVERT
 AE0346_STAMPING: F 872 1943
 AE0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0346
 AE0346  HISTORY     - Date     Condition        Report By
 AE0346  HISTORY     - 1943     MONUMENTED       CGS
 AE0346  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0346  HISTORY     - 1987     GOOD             USPSQD
 AE0346
 AE0346                          STATION DESCRIPTION
 AE0346
 AE0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0346'IN SAN JUAN.
 AE0346'BENCH MARK IS ABOUT 0.2 MILE WESTERLY ALONG THE MISSOURI PACIFIC
 AE0346'RAILROAD FROM THE STATION AT SAN JUAN, AT THE WEST CITY LIMITS, 42.0
 AE0346'FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF U.S. HIGHWAY
 AE0346'NO. 83 AND SET HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A
 AE0346'CONCRETE HIGHWAY CULVERT.
 AE0346
 AE0346                          STATION RECOVERY (1981)
 AE0346
 AE0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0346'MARK NOT RECOVERED.
 AE0346
 AE0346                          STATION RECOVERY (1987)
 AE0346
 AE0346'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0659 ***********************************************************************
 AE0659  DESIGNATION -  F 873
 AE0659  PID         -  AE0659
 AE0659  STATE/COUNTY-  TX/STARR
 AE0659  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0659
 AE0659                         *CURRENT SURVEY CONTROL
 AE0659  ___________________________________________________________________
 AE0659* NAD 83(1986)-  26 17 43.     (N)    098 36 35.     (W)     SCALED    
 AE0659* NAVD 88     -        62.494  (meters)     205.03   (feet)  ADJUSTED  
 AE0659  ___________________________________________________________________
 AE0659  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE0659  DYNAMIC HT  -          62.390 (meters)     204.69  (feet)  COMP
 AE0659  MODELED GRAV-     978,987.0   (mgal)                       NAVD 88
 AE0659
 AE0659  VERT ORDER  -  FIRST     CLASS II
 AE0659
 AE0659.The horizontal coordinates were scaled from a topographic map and have
 AE0659.an estimated accuracy of +/- 6 seconds.
 AE0659
 AE0659.The orthometric height was determined by differential leveling
 AE0659.and adjusted by the National Geodetic Survey in June 1991..
 AE0659.WARNING-Repeat measurements at this control monument indicate possible
 AE0659.vertical movement.
 AE0659
 AE0659.The geoid height was determined by GEOID03.
 AE0659
 AE0659.The dynamic height is computed by dividing the NAVD 88
 AE0659.geopotential number by the normal gravity value computed on the
 AE0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0659.degrees latitude (g = 980.6199 gals.).
 AE0659
 AE0659.The modeled gravity was interpolated from observed gravity values.
 AE0659
 AE0659;                    North         East    Units  Estimated Accuracy
 AE0659;SPC TX S     - 5,069,650.      289,040.      MT  (+/- 180 meters Scaled)
 AE0659
 AE0659                          SUPERSEDED SURVEY CONTROL
 AE0659
 AE0659.No superseded survey control is available for this station.
 AE0659
 AE0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ389084(NAD 83)
 AE0659_MARKER: DB = BENCH MARK DISK
 AE0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0659_SP_SET: CULVERT
 AE0659_STAMPING: F 873 1943
 AE0659_MARK LOGO: CGS   
 AE0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0659
 AE0659  HISTORY     - Date     Condition        Report By
 AE0659  HISTORY     - 1943     MONUMENTED       CGS
 AE0659  HISTORY     - 1981     GOOD             NGS
 AE0659  HISTORY     - 1987     GOOD             USPSQD
 AE0659  HISTORY     - 20060319 MARK NOT FOUND   USPSQD
 AE0659
 AE0659                          STATION DESCRIPTION
 AE0659
 AE0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0659'3.2 MI W FROM SULLIVAN CITY.
 AE0659'BENCH MARK IS 3.2 MILES WESTERLY ALONG U.S. HIGHWAY NO. 83 FROM THE
 AE0659'POST OFFICE AT SULLIVAN CITY, 22.0 FEET NORTH OF AND ABOUT 1.0 FOOT
 AE0659'ABOVE THE CENTERLINE OF THE HIGHWAY AND IS SET HORIZONTALLY IN THE
 AE0659'WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 AE0659'HIGHWAY.
 AE0659
 AE0659                          STATION RECOVERY (1981)
 AE0659
 AE0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0659'3.5 KM (2.15 MI) EAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AE0659'ROAD 866 AT ALTO BONITO, O.3 KM (0.2 MI) WEST OF A DIRT ROAD LEADING
 AE0659'NORTH, SET IN THE TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT
 AE0659'UNDER THE HIGHWAY, 6.7 METERS (22.0 FT) NORTH OF THE CENTERLINE OF THE
 AE0659'HIGHWAY, AND 0.15 METERS (0.5 FT) EAST OF THE WEST END OF THE
 AE0659'HEADWALL.
 AE0659
 AE0659                          STATION RECOVERY (1987)
 AE0659
 AE0659'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0659'RECOVERED IN GOOD CONDITION.
 AE0659
 AE0659                          STATION RECOVERY (2006)
 AE0659
 AE0659'RECOVERY NOTE BY US POWER SQUADRON 2006 (RL)
 AE0659'NOT FOUND, HWY 83 HAS BEEN WIDENED TO A 4-LANE DIVIDED HIGHWAY.
 AE0659'ORIGINAL CULVERT IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1069 ***********************************************************************
 AN1069  DESIGNATION -  F 874
 AN1069  PID         -  AN1069
 AN1069  STATE/COUNTY-  TX/GOLIAD
 AN1069  USGS QUAD   -  SCHROEDER (1987)
 AN1069
 AN1069                         *CURRENT SURVEY CONTROL
 AN1069  ___________________________________________________________________
 AN1069* NAD 83(1986)-  28 45 02.     (N)    097 12 56.     (W)     SCALED    
 AN1069* NAVD 88     -        42.01   (+/-2cm)     137.8    (feet)  VERTCON   
 AN1069  ___________________________________________________________________
 AN1069  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1069
 AN1069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1069
 AN1069.The horizontal coordinates were scaled from a topographic map and have
 AN1069.an estimated accuracy of +/- 6 seconds.
 AN1069
 AN1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1069.The vertical order pertains to the NGVD 29 superseded value.
 AN1069
 AN1069.The geoid height was determined by GEOID03.
 AN1069
 AN1069;                    North         East    Units  Estimated Accuracy
 AN1069;SPC TXSC     - 4,102,980.      774,270.      MT  (+/- 180 meters Scaled)
 AN1069
 AN1069                          SUPERSEDED SURVEY CONTROL
 AN1069
 AN1069  NGVD 29 (??/??/92)   42.087  (m)          138.08   (f) ADJ UNCH    2 0
 AN1069
 AN1069.Superseded values are not recommended for survey control.
 AN1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1069.See file dsdata.txt to determine how the superseded data were derived.
 AN1069
 AN1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS742816(NAD 83)
 AN1069_MARKER: DB = BENCH MARK DISK
 AN1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1069_STAMPING: F 874 1943
 AN1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1069+STABILITY: SURFACE MOTION
 AN1069
 AN1069  HISTORY     - Date     Condition        Report By
 AN1069  HISTORY     - 1943     MONUMENTED       CGS
 AN1069
 AN1069                          STATION DESCRIPTION
 AN1069
 AN1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1069'4.8 MI S FROM SCHROEDER.
 AN1069'TO REACH FROM THE MAIN ROAD INTERSECTION AT SCHROEDER, PROCEED 4.8
 AN1069'MILES SOUTHERLY ON A GRADED ROAD LEADING TO FANNIN AND SITE OF BENCH
 AN1069'MARK.  BENCH MARK IS ABOUT 4.1 MILES NORTHERLY FROM THE ROAD
 AN1069'INTERSECTION AT FANNIN, ABOUT 100.0 FEET NORTH OF THE NORTH EDGE OF AN
 AN1069'OAK THICKET, 25.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1069'CENTERLINE OF THE ROAD, AND 3.0 FEET SOUTH OF A 4X4 INCH WOODEN MARKER
 AN1069'POST.  PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1070 ***********************************************************************
 AN1070  DESIGNATION -  F 874 RESET 1967
 AN1070  PID         -  AN1070
 AN1070  STATE/COUNTY-  TX/GOLIAD
 AN1070  USGS QUAD   -  SCHROEDER (1987)
 AN1070
 AN1070                         *CURRENT SURVEY CONTROL
 AN1070  ___________________________________________________________________
 AN1070* NAD 83(1986)-  28 45 02.     (N)    097 12 56.     (W)     SCALED    
 AN1070* NAVD 88     -        42.04   (+/-2cm)     137.9    (feet)  VERTCON   
 AN1070  ___________________________________________________________________
 AN1070  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1070
 AN1070  VERT ORDER  -  THIRD (See Below)
 AN1070
 AN1070.The horizontal coordinates were scaled from a topographic map and have
 AN1070.an estimated accuracy of +/- 6 seconds.
 AN1070
 AN1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1070.The vertical order pertains to the NGVD 29 superseded value.
 AN1070
 AN1070.The geoid height was determined by GEOID03.
 AN1070
 AN1070;                    North         East    Units  Estimated Accuracy
 AN1070;SPC TXSC     - 4,102,980.      774,270.      MT  (+/- 180 meters Scaled)
 AN1070
 AN1070                          SUPERSEDED SURVEY CONTROL
 AN1070
 AN1070  NGVD 29 (01/29/03)   42.12   (m)          138.2    (f) RESET       3  
 AN1070
 AN1070.Superseded values are not recommended for survey control.
 AN1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1070.See file dsdata.txt to determine how the superseded data were derived.
 AN1070
 AN1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS742816(NAD 83)
 AN1070_MARKER: DB = BENCH MARK DISK
 AN1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1070_STAMPING: F 874 RESET 1967
 AN1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1070+STABILITY: SURFACE MOTION
 AN1070
 AN1070  HISTORY     - Date     Condition        Report By
 AN1070  HISTORY     - 1967     MONUMENTED       LOCENG
 AN1070
 AN1070                          STATION DESCRIPTION
 AN1070
 AN1070'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 AN1070'4 MI N FROM FANNIN.
 AN1070'4 MILES NORTH ALONG F.M. HIGHWAY 2987 TOWARD SCHROEDER FROM THE
 AN1070'JUNCTION OF U.S. HIGHWAY 59 AT FANNIN, 425 FEET NORTH OF A CONCRETE
 AN1070'PIPE CULVERT, 440 FEET SOUTH OF A CONCRETE PIPE CULVERT, 52 FEET EAST
 AN1070'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE RIGHT-OF-WAY
 AN1070'FENCE, 3 SOUTH OF A WHITE WOODEN WITNESS POST, 0.4 FOOT LOWER THAN THE
 AN1070'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 AN1070'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0558 ***********************************************************************
 AY0558  DESIGNATION -  F 876
 AY0558  PID         -  AY0558
 AY0558  STATE/COUNTY-  TX/WILSON
 AY0558  USGS QUAD   -  LA VERNIA (1962)
 AY0558
 AY0558                         *CURRENT SURVEY CONTROL
 AY0558  ___________________________________________________________________
 AY0558* NAD 83(1986)-  29 16 32.     (N)    098 01 57.     (W)     SCALED    
 AY0558* NAVD 88     -       126.21   (+/-2cm)     414.1    (feet)  VERTCON   
 AY0558  ___________________________________________________________________
 AY0558  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 AY0558
 AY0558  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0558
 AY0558.The horizontal coordinates were scaled from a topographic map and have
 AY0558.an estimated accuracy of +/- 6 seconds.
 AY0558
 AY0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0558.The vertical order pertains to the NGVD 29 superseded value.
 AY0558
 AY0558.The geoid height was determined by GEOID03.
 AY0558
 AY0558;                    North         East    Units  Estimated Accuracy
 AY0558;SPC TXSC     - 4,160,230.      694,010.      MT  (+/- 180 meters Scaled)
 AY0558
 AY0558                          SUPERSEDED SURVEY CONTROL
 AY0558
 AY0558  NGVD 29 (??/??/92)  126.14   (m)          413.8    (f) COMPUTED    2 0
 AY0558
 AY0558.Superseded values are not recommended for survey control.
 AY0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0558.See file dsdata.txt to determine how the superseded data were derived.
 AY0558
 AY0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT939389(NAD 83)
 AY0558_MARKER: DB = BENCH MARK DISK
 AY0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0558_SP_SET: FOUNDATION
 AY0558_STAMPING: F 876 1943
 AY0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0558
 AY0558  HISTORY     - Date     Condition        Report By
 AY0558  HISTORY     - 1943     MONUMENTED       CGS
 AY0558  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0558
 AY0558                          STATION DESCRIPTION
 AY0558
 AY0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0558'1.0 MI SE FROM SOUTHERLAND SPRINGS.
 AY0558'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0558'STATION AT SOUTHERLAND SPRINGS, PROCEED 1.0 MILE SOUTHEASTERLY ALONG
 AY0558'THE TRACK TO A LARGE RAILROAD WATER TANK AND SITE OF BENCH MARK. BENCH
 AY0558'MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTHWEST END OF THE
 AY0558'SOUTHWEST SECTION OF A SERIES OF FIVE SECTIONS OF CONCRETE FOUNDATION
 AY0558'FOR A LARGE RAILROAD WATER TANK.  IT IS 63.0 YARDS SOUTHEAST OF AND
 AY0558'ACROSS THE TRACK FROM MILE POST NO. 108, 12.5 FEET NORTHEAST OF AND
 AY0558'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE TRACK.
 AY0558
 AY0558                          STATION RECOVERY (1996)
 AY0558
 AY0558'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1697 ***********************************************************************
 AN1697  DESIGNATION -  F 877 RESET 1960
 AN1697  PID         -  AN1697
 AN1697  STATE/COUNTY-  TX/KARNES
 AN1697  USGS QUAD   -  KENEDY (1987)
 AN1697
 AN1697                         *CURRENT SURVEY CONTROL
 AN1697  ___________________________________________________________________
 AN1697* NAD 83(1986)-  28 47 29.     (N)    097 46 37.     (W)     SCALED    
 AN1697* NAVD 88     -        97.11   (+/-2cm)     318.6    (feet)  VERTCON   
 AN1697  ___________________________________________________________________
 AN1697  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AN1697
 AN1697  VERT ORDER  -  THIRD (See Below)
 AN1697
 AN1697.The horizontal coordinates were scaled from a topographic map and have
 AN1697.an estimated accuracy of +/- 6 seconds.
 AN1697
 AN1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1697.The vertical order pertains to the NGVD 29 superseded value.
 AN1697
 AN1697.The geoid height was determined by GEOID03.
 AN1697
 AN1697;                    North         East    Units  Estimated Accuracy
 AN1697;SPC TXSC     - 4,106,800.      719,400.      MT  (+/- 180 meters Scaled)
 AN1697
 AN1697                          SUPERSEDED SURVEY CONTROL
 AN1697
 AN1697  NGVD 29 (??/??/??)   97.09   (m)          318.5    (f) RESET       3  
 AN1697
 AN1697.Superseded values are not recommended for survey control.
 AN1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1697.See file dsdata.txt to determine how the superseded data were derived.
 AN1697
 AN1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS193854(NAD 83)
 AN1697_MARKER: DB = BENCH MARK DISK
 AN1697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1697_SP_SET: CULVERT
 AN1697_STAMPING: F 877 RESET 1960
 AN1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1697
 AN1697  HISTORY     - Date     Condition        Report By
 AN1697  HISTORY     - 1960     MONUMENTED       TXHD
 AN1697  HISTORY     - 1961     GOOD             TXHD
 AN1697  HISTORY     - 20060215 GOOD             USPSQD
 AN1697
 AN1697                          STATION DESCRIPTION
 AN1697
 AN1697'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN1697'5.4 MI SE FROM KENEDY.
 AN1697'THIS MARK IS LOCATED 2.2 MILES EAST ALONG STATE HIGHWAY 72 FROM THE
 AN1697'FIRST NICHOLS NATIONAL BANK AT KENEDY, THENCE 3.2 MILES SOUTHEAST
 AN1697'ALONG STATE HIGHWAY 239.  2.9 MILES NORTHWEST OF THE SCHOOL BUILDING
 AN1697'AT CHOATE, AT A 3- BY 3- FOOT CONCRETE-BOX CULVERT UNDER THE HIGHWAY,
 AN1697'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 23.4 FEET SOUTH OF
 AN1697'THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1.0 FOOT LOWER THAN THE
 AN1697'HIGHWAY.
 AN1697
 AN1697                          STATION RECOVERY (2006)
 AN1697
 AN1697'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1799 ***********************************************************************
 AN1799  DESIGNATION -  F 879
 AN1799  PID         -  AN1799
 AN1799  STATE/COUNTY-  TX/GOLIAD
 AN1799  USGS QUAD   -  CHARCO (1987)
 AN1799
 AN1799                         *CURRENT SURVEY CONTROL
 AN1799  ___________________________________________________________________
 AN1799* NAD 83(1986)-  28 42 11.     (N)    097 32 22.     (W)     SCALED    
 AN1799* NAVD 88     -        72.94   (+/-2cm)     239.3    (feet)  VERTCON   
 AN1799  ___________________________________________________________________
 AN1799  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN1799
 AN1799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1799
 AN1799.The horizontal coordinates were scaled from a topographic map and have
 AN1799.an estimated accuracy of +/- 6 seconds.
 AN1799
 AN1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1799.The vertical order pertains to the NGVD 29 superseded value.
 AN1799
 AN1799.The geoid height was determined by GEOID03.
 AN1799
 AN1799;                    North         East    Units  Estimated Accuracy
 AN1799;SPC TXSC     - 4,097,280.      742,710.      MT  (+/- 180 meters Scaled)
 AN1799
 AN1799                          SUPERSEDED SURVEY CONTROL
 AN1799
 AN1799  NGVD 29 (??/??/92)   72.97   (m)          239.4    (f) COMPUTED    2 0
 AN1799
 AN1799.Superseded values are not recommended for survey control.
 AN1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1799.See file dsdata.txt to determine how the superseded data were derived.
 AN1799
 AN1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS426759(NAD 83)
 AN1799_MARKER: DB = BENCH MARK DISK
 AN1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1799_STAMPING: F 879 1943
 AN1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1799+STABILITY: SURFACE MOTION
 AN1799
 AN1799  HISTORY     - Date     Condition        Report By
 AN1799  HISTORY     - 1943     MONUMENTED       CGS
 AN1799
 AN1799                          STATION DESCRIPTION
 AN1799
 AN1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1799'1.0 MI S FROM ANGEL CITY.
 AN1799'TO REACH FROM THE SCHOOL BUILDING AT ANGEL CITY, PROCEED 1.0 MILE
 AN1799'SOUTHERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.15
 AN1799'MILE SOUTHEAST OF A CURVE IN THE ROAD.  IT IS 26.2 FEET SOUTHWEST OF
 AN1799'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 3.5 FEET
 AN1799'SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE AND 2.8 FEET SOUTHEAST
 AN1799'OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1800 ***********************************************************************
 AN1800  DESIGNATION -  F 879 RESET 1955
 AN1800  PID         -  AN1800
 AN1800  STATE/COUNTY-  TX/GOLIAD
 AN1800  USGS QUAD   -  CHARCO (1987)
 AN1800
 AN1800                         *CURRENT SURVEY CONTROL
 AN1800  ___________________________________________________________________
 AN1800* NAD 83(1986)-  28 42 11.     (N)    097 32 23.     (W)     SCALED    
 AN1800* NAVD 88     -        72.92   (+/-2cm)     239.2    (feet)  VERTCON   
 AN1800  ___________________________________________________________________
 AN1800  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN1800
 AN1800  VERT ORDER  -  THIRD (See Below)
 AN1800
 AN1800.The horizontal coordinates were scaled from a topographic map and have
 AN1800.an estimated accuracy of +/- 6 seconds.
 AN1800
 AN1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1800.The vertical order pertains to the NGVD 29 superseded value.
 AN1800
 AN1800.The geoid height was determined by GEOID03.
 AN1800
 AN1800;                    North         East    Units  Estimated Accuracy
 AN1800;SPC TXSC     - 4,097,280.      742,680.      MT  (+/- 180 meters Scaled)
 AN1800
 AN1800                          SUPERSEDED SURVEY CONTROL
 AN1800
 AN1800  NGVD 29 (??/??/??)   72.95   (m)          239.3    (f) RESET       3  
 AN1800
 AN1800.Superseded values are not recommended for survey control.
 AN1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1800.See file dsdata.txt to determine how the superseded data were derived.
 AN1800
 AN1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS426759(NAD 83)
 AN1800_MARKER: DB = BENCH MARK DISK
 AN1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1800_STAMPING: F 879 RESET 1955
 AN1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1800+STABILITY: SURFACE MOTION
 AN1800
 AN1800  HISTORY     - Date     Condition        Report By
 AN1800  HISTORY     - 1955     MONUMENTED       TXHD
 AN1800
 AN1800                          STATION DESCRIPTION
 AN1800
 AN1800'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN1800'1.15 MI S FROM ANGEL CITY.
 AN1800'1.0 MILE SOUTH ALONG FARM-TO-MARKET HIGHWAY 2043 FROM THE INTERSECTION
 AN1800'OF STATE HIGHWAY 239 AT ANGEL CITY, GOLIAD COUNTY, 0.15 MILE SOUTHEAST
 AN1800'OF A CURVE, 40.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT THE
 AN1800'RIGHT-OF-WAY LINE, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 AN1800'AND ABOUT 0.4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 AN1800'F 879 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 AN1800'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1732 ***********************************************************************
 AN1732  DESIGNATION -  F 880
 AN1732  PID         -  AN1732
 AN1732  STATE/COUNTY-  TX/KARNES
 AN1732  USGS QUAD   -  CHOATE (1987)
 AN1732
 AN1732                         *CURRENT SURVEY CONTROL
 AN1732  ___________________________________________________________________
 AN1732* NAD 83(1986)-  28 47 09.     (N)    097 37 47.     (W)     SCALED    
 AN1732* NAVD 88     -        90.74   (+/-2cm)     297.7    (feet)  VERTCON   
 AN1732  ___________________________________________________________________
 AN1732  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN1732
 AN1732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1732
 AN1732.The horizontal coordinates were scaled from a topographic map and have
 AN1732.an estimated accuracy of +/- 6 seconds.
 AN1732
 AN1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1732.The vertical order pertains to the NGVD 29 superseded value.
 AN1732
 AN1732.The geoid height was determined by GEOID03.
 AN1732
 AN1732;                    North         East    Units  Estimated Accuracy
 AN1732;SPC TXSC     - 4,106,350.      733,780.      MT  (+/- 180 meters Scaled)
 AN1732
 AN1732                          SUPERSEDED SURVEY CONTROL
 AN1732
 AN1732  NGVD 29 (??/??/92)   90.747  (m)          297.73   (f) ADJ UNCH    2 0
 AN1732
 AN1732.Superseded values are not recommended for survey control.
 AN1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1732.See file dsdata.txt to determine how the superseded data were derived.
 AN1732
 AN1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS337850(NAD 83)
 AN1732_MARKER: DB = BENCH MARK DISK
 AN1732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1732_SP_SET: CULVERT
 AN1732_STAMPING: F 880 1943
 AN1732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1732
 AN1732  HISTORY     - Date     Condition        Report By
 AN1732  HISTORY     - 1943     MONUMENTED       CGS
 AN1732  HISTORY     - 20060215 MARK NOT FOUND   USPSQD
 AN1732
 AN1732                          STATION DESCRIPTION
 AN1732
 AN1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1732'2.95 MI NW FROM CHARCO.
 AN1732'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 2.95 MILES
 AN1732'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO A CONCRETE CULVERT AND SITE
 AN1732'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP
 AN1732'OF THE NORTHEAST HEADWALL OF A 2X2 FOOT CONCRETE BOX CULVERT UNDER THE
 AN1732'ROAD.  IT IS 15.3 FEET NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AN1732'CENTERLINE OF THE ROAD.
 AN1732
 AN1732                          STATION RECOVERY (2006)
 AN1732
 AN1732'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1732'HEADWALL OF CULVERT DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0942 ***********************************************************************
 BL0942  DESIGNATION -  F 882
 BL0942  PID         -  BL0942
 BL0942  STATE/COUNTY-  TX/POLK
 BL0942  USGS QUAD   -  ONALASKA (1972)
 BL0942
 BL0942                         *CURRENT SURVEY CONTROL
 BL0942  ___________________________________________________________________
 BL0942* NAD 83(1986)-  30 50 55.     (N)    095 00 24.     (W)     SCALED    
 BL0942* NAVD 88     -        86.29   (+/-2cm)     283.1    (feet)  VERTCON   
 BL0942  ___________________________________________________________________
 BL0942  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BL0942
 BL0942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0942
 BL0942.The horizontal coordinates were scaled from a topographic map and have
 BL0942.an estimated accuracy of +/- 6 seconds.
 BL0942
 BL0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0942.The vertical order pertains to the NGVD 29 superseded value.
 BL0942
 BL0942.The geoid height was determined by GEOID03.
 BL0942
 BL0942;                    North         East    Units  Estimated Accuracy
 BL0942;SPC TX C     - 3,143,220.    1,209,270.      MT  (+/- 180 meters Scaled)
 BL0942
 BL0942                          SUPERSEDED SURVEY CONTROL
 BL0942
 BL0942  NGVD 29 (??/??/92)   86.304  (m)          283.15   (f) ADJ UNCH    2 0
 BL0942
 BL0942.Superseded values are not recommended for survey control.
 BL0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0942.See file dsdata.txt to determine how the superseded data were derived.
 BL0942
 BL0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ081145(NAD 83)
 BL0942_MARKER: DB = BENCH MARK DISK
 BL0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0942_STAMPING: F 882 1947
 BL0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0942+STABILITY: SURFACE MOTION
 BL0942
 BL0942  HISTORY     - Date     Condition        Report By
 BL0942  HISTORY     - 1947     MONUMENTED       CGS
 BL0942
 BL0942                          STATION DESCRIPTION
 BL0942
 BL0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0942'9.6 MI W FROM LEGGETT.
 BL0942'9.6 MILES WEST ALONG THE LEGGETT-ONALASKA ROAD FROM THE TEXAS AND NEW
 BL0942'ORLEANS RAILWAY STATION AT LEGGETT, APPROXIMATELY 114 YARDS WEST OF
 BL0942'THE NORTHWEST END OF A 48 INCH CORRUGATED IRON CULVERT, 29.0 FEET
 BL0942'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 20.5 FEET EAST SOUTHEAST OF
 BL0942'A 10 INCH PINE TREE WITH A TRIANGLE BLAZE, 6.5 FEET NORTHWEST OF AN 8
 BL0942'INCH SWEETGUM TREE WITH A TRIANGLE BLAZE, 1.7 FEET NORTHWEST OF A
 BL0942'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.4
 BL0942'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0607 ***********************************************************************
 BL0607  DESIGNATION -  F 883
 BL0607  PID         -  BL0607
 BL0607  STATE/COUNTY-  TX/POLK
 BL0607  USGS QUAD   -  CARMONA (1984)
 BL0607
 BL0607                         *CURRENT SURVEY CONTROL
 BL0607  ___________________________________________________________________
 BL0607* NAD 83(1986)-  30 59 36.     (N)    094 54 18.     (W)     SCALED    
 BL0607* NAVD 88     -        82.30   (+/-2cm)     270.0    (feet)  VERTCON   
 BL0607  ___________________________________________________________________
 BL0607  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0607
 BL0607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0607
 BL0607.The horizontal coordinates were scaled from a topographic map and have
 BL0607.an estimated accuracy of +/- 6 seconds.
 BL0607
 BL0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0607.The vertical order pertains to the NGVD 29 superseded value.
 BL0607
 BL0607.The geoid height was determined by GEOID03.
 BL0607
 BL0607;                    North         East    Units  Estimated Accuracy
 BL0607;SPC TX C     - 3,159,710.    1,218,200.      MT  (+/- 180 meters Scaled)
 BL0607
 BL0607                          SUPERSEDED SURVEY CONTROL
 BL0607
 BL0607  NGVD 29 (??/??/92)   82.316  (m)          270.07   (f) ADJ UNCH    2 0
 BL0607
 BL0607.Superseded values are not recommended for survey control.
 BL0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0607.See file dsdata.txt to determine how the superseded data were derived.
 BL0607
 BL0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ181304(NAD 83)
 BL0607_MARKER: DB = BENCH MARK DISK
 BL0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0607_SP_SET: CULVERT
 BL0607_STAMPING: F 883 1947
 BL0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0607
 BL0607  HISTORY     - Date     Condition        Report By
 BL0607  HISTORY     - 1947     MONUMENTED       CGS
 BL0607  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0607  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0607  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0607
 BL0607                          STATION DESCRIPTION
 BL0607
 BL0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0607'4.7 MI W FROM CORRIGAN.
 BL0607'4.7 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE TEXAS AND NEW ORLEANS
 BL0607'RAILROAD STATION AT CORRIGAN, 15.5 FEET NORTH OF THE CENTER LINE OF
 BL0607'THE HIGHWAY, SET IN THE TOP OF AND 1.0 FOOT EAST OF THE WEST END OF
 BL0607'THE NORTH CONCRETE HEADWALL OF A 4 X 8 FOOT TWIN CHANNEL CULVERT.
 BL0607
 BL0607                          STATION RECOVERY (1977)
 BL0607
 BL0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0607'MARK NOT FOUND.
 BL0607
 BL0607                          STATION RECOVERY (1990)
 BL0607
 BL0607'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 BL0607'MARK NOT FOUND.
 BL0607
 BL0607                          STATION RECOVERY (1997)
 BL0607
 BL0607'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0811 ***********************************************************************
 BY0811  DESIGNATION -  F 884
 BY0811  PID         -  BY0811
 BY0811  STATE/COUNTY-  TX/POLK
 BY0811  USGS QUAD   -  TREVAT (1980)
 BY0811
 BY0811                         *CURRENT SURVEY CONTROL
 BY0811  ___________________________________________________________________
 BY0811* NAD 83(1986)-  31 00 26.     (N)    094 57 55.     (W)     SCALED    
 BY0811* NAVD 88     -        78.56   (+/-2cm)     257.7    (feet)  VERTCON   
 BY0811  ___________________________________________________________________
 BY0811  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BY0811
 BY0811  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0811
 BY0811.The horizontal coordinates were scaled from a topographic map and have
 BY0811.an estimated accuracy of +/- 6 seconds.
 BY0811
 BY0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0811.The vertical order pertains to the NGVD 29 superseded value.
 BY0811
 BY0811.The geoid height was determined by GEOID03.
 BY0811
 BY0811;                    North         East    Units  Estimated Accuracy
 BY0811;SPC TX C     - 3,160,970.    1,212,370.      MT  (+/- 180 meters Scaled)
 BY0811
 BY0811                          SUPERSEDED SURVEY CONTROL
 BY0811
 BY0811  NGVD 29 (??/??/92)   78.582  (m)          257.81   (f) ADJ UNCH    2 0
 BY0811
 BY0811.Superseded values are not recommended for survey control.
 BY0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0811.See file dsdata.txt to determine how the superseded data were derived.
 BY0811
 BY0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ123320(NAD 83)
 BY0811_MARKER: DB = BENCH MARK DISK
 BY0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0811_STAMPING: F 884 1947
 BY0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0811+STABILITY: SURFACE MOTION
 BY0811
 BY0811  HISTORY     - Date     Condition        Report By
 BY0811  HISTORY     - 1947     MONUMENTED       CGS
 BY0811
 BY0811                          STATION DESCRIPTION
 BY0811
 BY0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0811'1.7 MI W FROM CARMONA.
 BY0811'0.7 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0811'CARMONA, THENCE 1.0 MILE WEST ALONG U. S. HIGHWAY 287, APPROXIMATELY
 BY0811'163 YARDS EAST OF A 30 FOOT BRIDGE, 110.2 FEET WEST NORTHWEST OF A
 BY0811'POWER POLE AT A JUNCTION IN THE POWER LINE, 72.0 FEET WEST OF THE
 BY0811'CENTER LINE OF A ROAD LEADING NORTH, 60.0 FEET NORTH OF THE CENTER
 BY0811'LINE OF THE HIGHWAY, 17.5 FEET NORTH OF A POINT IN LINE WITH A ROW OF
 BY0811'POWER POLES, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 BY0811'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0909 ***********************************************************************
 BL0909  DESIGNATION -  F 885
 BL0909  PID         -  BL0909
 BL0909  STATE/COUNTY-  TX/TRINITY
 BL0909  USGS QUAD   -  CHITA (1972)
 BL0909
 BL0909                         *CURRENT SURVEY CONTROL
 BL0909  ___________________________________________________________________
 BL0909* NAD 83(1986)-  30 55 30.     (N)    095 14 14.     (W)     SCALED    
 BL0909* NAVD 88     -        59.83   (+/-2cm)     196.3    (feet)  VERTCON   
 BL0909  ___________________________________________________________________
 BL0909  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL0909
 BL0909  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0909
 BL0909.The horizontal coordinates were scaled from a topographic map and have
 BL0909.an estimated accuracy of +/- 6 seconds.
 BL0909
 BL0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0909.The vertical order pertains to the NGVD 29 superseded value.
 BL0909
 BL0909.The geoid height was determined by GEOID03.
 BL0909
 BL0909;                    North         East    Units  Estimated Accuracy
 BL0909;SPC TX C     - 3,150,650.    1,186,850.      MT  (+/- 180 meters Scaled)
 BL0909
 BL0909                          SUPERSEDED SURVEY CONTROL
 BL0909
 BL0909  NGVD 29 (??/??/92)   59.846  (m)          196.34   (f) ADJ UNCH    2 0
 BL0909
 BL0909.Superseded values are not recommended for survey control.
 BL0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0909.See file dsdata.txt to determine how the superseded data were derived.
 BL0909
 BL0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ862234(NAD 83)
 BL0909_MARKER: DB = BENCH MARK DISK
 BL0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0909_STAMPING: F 885 1947
 BL0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0909+STABILITY: SURFACE MOTION
 BL0909
 BL0909  HISTORY     - Date     Condition        Report By
 BL0909  HISTORY     - 1947     MONUMENTED       CGS
 BL0909  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0909
 BL0909                          STATION DESCRIPTION
 BL0909
 BL0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0909'1.8 MI SW FROM CHITA.
 BL0909'1.8 MILES SOUTHWEST ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE CHITA
 BL0909'BAPTIST CHURCH AT CHITA, 149.5 FEET EAST OF THE SOUTH CORNER OF A
 BL0909'FARMHOUSE, 57.3 FEET SOUTHWEST OF THE SOUTHWEST END OF A WOODEN GATE,
 BL0909'35.1 FEET NORTHEAST OF A T FENCE CORNER, 30.0 FEET NORTHWEST OF AND
 BL0909'LEVEL WITH THE CENTER LINE OF THE ROAD, 24.8 FEET SOUTHEAST OF A 14
 BL0909'INCH SWEETGUM TREE, 2.5 FEET NORTHEAST OF A REFERENCE POST, 0.8 FOOT
 BL0909'SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 BL0909'0.4 FOOT ABOVE THE GROUND.
 BL0909
 BL0909                          STATION RECOVERY (1996)
 BL0909
 BL0909'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1083 ***********************************************************************
 AN1083  DESIGNATION -  F 888
 AN1083  PID         -  AN1083
 AN1083  STATE/COUNTY-  TX/VICTORIA
 AN1083  USGS QUAD   -  MISSION VALLEY (1987)
 AN1083
 AN1083                         *CURRENT SURVEY CONTROL
 AN1083  ___________________________________________________________________
 AN1083* NAD 83(1986)-  28 52 49.     (N)    097 10 20.     (W)     SCALED    
 AN1083* NAVD 88     -        50.65   (+/-2cm)     166.2    (feet)  VERTCON   
 AN1083  ___________________________________________________________________
 AN1083  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN1083
 AN1083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1083
 AN1083.The horizontal coordinates were scaled from a topographic map and have
 AN1083.an estimated accuracy of +/- 6 seconds.
 AN1083
 AN1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1083.The vertical order pertains to the NGVD 29 superseded value.
 AN1083
 AN1083.The geoid height was determined by GEOID03.
 AN1083
 AN1083;                    North         East    Units  Estimated Accuracy
 AN1083;SPC TXSC     - 4,117,420.      778,280.      MT  (+/- 180 meters Scaled)
 AN1083
 AN1083                          SUPERSEDED SURVEY CONTROL
 AN1083
 AN1083  NGVD 29 (??/??/92)   50.704  (m)          166.35   (f) ADJ UNCH    2 0
 AN1083
 AN1083.Superseded values are not recommended for survey control.
 AN1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1083.See file dsdata.txt to determine how the superseded data were derived.
 AN1083
 AN1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS782960(NAD 83)
 AN1083_MARKER: DB = BENCH MARK DISK
 AN1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1083_STAMPING: F 888 1943
 AN1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1083+STABILITY: SURFACE MOTION
 AN1083
 AN1083  HISTORY     - Date     Condition        Report By
 AN1083  HISTORY     - 1943     MONUMENTED       CGS
 AN1083  HISTORY     - 1963     GOOD             USGS
 AN1083  HISTORY     - 1990     GOOD             USPSQD
 AN1083
 AN1083                          STATION DESCRIPTION
 AN1083
 AN1083'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1083'5.6 MI SW FROM NURSERY.
 AN1083'5.6 MILES SOUTHWEST ALONG FARM-TO-MARKET ROAD 447 FROM THE POST OFFICE
 AN1083'AT NURSERY, VICTORIA COUNTY, 1.8 MILES SOUTHEAST ALONG FARM-TO-MARKET
 AN1083'ROAD 236 FROM THE LUTHERAN CHURCH AT MISSION VALLEY, AT THE
 AN1083'INTERSECTION OF FARM-TO-MARKET ROADS 447 AND 236, 46.5 FEET SOUTHWEST
 AN1083'OF THE CENTER LINE OF THE NORTHWEST AND SOUTHEAST ROAD, 31 FEET
 AN1083'SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST AND SOUTHWEST ROAD, 9
 AN1083'FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET SOUTHWEST OF A FENCE, AND 1
 AN1083'FOOT HIGHER THAN THE ROAD INTERSECTION.  A STANDARD DISK, STAMPED F
 AN1083'888 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 AN1083'ABOVE THE GROUND.
 AN1083
 AN1083                          STATION RECOVERY (1990)
 AN1083
 AN1083'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1109 ***********************************************************************
 AN1109  DESIGNATION -  F 889
 AN1109  PID         -  AN1109
 AN1109  STATE/COUNTY-  TX/GOLIAD
 AN1109  USGS QUAD   -  ANDER (1987)
 AN1109
 AN1109                         *CURRENT SURVEY CONTROL
 AN1109  ___________________________________________________________________
 AN1109* NAD 83(1986)-  28 51 12.     (N)    097 20 31.     (W)     SCALED    
 AN1109* NAVD 88     -        55.24   (+/-2cm)     181.2    (feet)  VERTCON   
 AN1109  ___________________________________________________________________
 AN1109  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN1109
 AN1109  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1109
 AN1109.The horizontal coordinates were scaled from a topographic map and have
 AN1109.an estimated accuracy of +/- 6 seconds.
 AN1109
 AN1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1109.The vertical order pertains to the NGVD 29 superseded value.
 AN1109
 AN1109.The geoid height was determined by GEOID03.
 AN1109
 AN1109;                    North         East    Units  Estimated Accuracy
 AN1109;SPC TXSC     - 4,114,190.      761,770.      MT  (+/- 180 meters Scaled)
 AN1109
 AN1109                          SUPERSEDED SURVEY CONTROL
 AN1109
 AN1109  NGVD 29 (??/??/92)   55.276  (m)          181.35   (f) ADJ UNCH    2 0
 AN1109
 AN1109.Superseded values are not recommended for survey control.
 AN1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1109.See file dsdata.txt to determine how the superseded data were derived.
 AN1109
 AN1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS617928(NAD 83)
 AN1109_MARKER: DB = BENCH MARK DISK
 AN1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1109_STAMPING: F 889 1943
 AN1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1109+STABILITY: SURFACE MOTION
 AN1109
 AN1109  HISTORY     - Date     Condition        Report By
 AN1109  HISTORY     - 1943     MONUMENTED       CGS
 AN1109  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1109
 AN1109                          STATION DESCRIPTION
 AN1109
 AN1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1109'0.5 MI S FROM ANDER.
 AN1109'TO REACH FROM THE LUTHERAN CHURCH AT ANDER-- PROCEED 0.5 MILE
 AN1109'SOUTHERLY ALONG THE ANDER-SCHROEDER ROAD TO SITE OF BENCH MARK. BENCH
 AN1109'MARK IS ABOUT 0.35 MILE SOUTH OF A T-ROAD INTERSECTION AT ANDER, ABOUT
 AN1109'0.3 MILE NORTH OF THE NORTH END OF A LARGE WOODEN BRIDGE OVER 18-MILE
 AN1109'COLETO CREEK, AND ABOUT 80.0 FEET SOUTH OF THE CENTERLINE OF A WOODEN
 AN1109'GATE AND A DRIVEWAY LEADING TO THE ANDER SCHOOL DISTRICT NO.28. IT IS
 AN1109'32.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AN1109'ROAD, 10.5 FEET WEST OF A FENCE CORNER, 1.0 FOOT NORTH OF A FENCE, AND
 AN1109'3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.4
 AN1109'FOOT.
 AN1109
 AN1109                          STATION RECOVERY (1990)
 AN1109
 AN1109'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0226 ***********************************************************************
 AW0226  DESIGNATION -  F 89
 AW0226  PID         -  AW0226
 AW0226  STATE/COUNTY-  TX/HARRIS
 AW0226  USGS QUAD   -  SETTEGAST (1995)
 AW0226
 AW0226                         *CURRENT SURVEY CONTROL
 AW0226  ___________________________________________________________________
 AW0226* NAD 83(1986)-  29 52 10.     (N)    095 21 50.     (W)     SCALED    
 AW0226* NAVD 88     -        22.09   (+/-2cm)      72.5    (feet)  VERTCON   
 AW0226  ___________________________________________________________________
 AW0226  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW0226
 AW0226  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0226
 AW0226.The horizontal coordinates were scaled from a topographic map and have
 AW0226.an estimated accuracy of +/- 6 seconds.
 AW0226
 AW0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0226.The vertical order pertains to the NGVD 29 superseded value.
 AW0226
 AW0226.The geoid height was determined by GEOID03.
 AW0226
 AW0226;                    North         East    Units  Estimated Accuracy
 AW0226;SPC TXSC     - 4,231,120.      951,200.      MT  (+/- 180 meters Scaled)
 AW0226
 AW0226                          SUPERSEDED SURVEY CONTROL
 AW0226
 AW0226  NGVD 29 (??/??/92)   22.083  (m)           72.45   (f) ADJ UNCH    1 1
 AW0226
 AW0226.Superseded values are not recommended for survey control.
 AW0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0226.See file dsdata.txt to determine how the superseded data were derived.
 AW0226
 AW0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP716066(NAD 83)
 AW0226_MARKER: DB = BENCH MARK DISK
 AW0226_SETTING: 0 = UNSPECIFIED SETTING
 AW0226_STAMPING: F 89 1932
 AW0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0226
 AW0226  HISTORY     - Date     Condition        Report By
 AW0226  HISTORY     - 1932     MONUMENTED       CGS
 AW0226  HISTORY     - 1973     GOOD             NGS
 AW0226  HISTORY     - 1978     GOOD             NGS
 AW0226  HISTORY     - 1978     GOOD             NGS
 AW0226  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0226  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 AW0226
 AW0226                          STATION DESCRIPTION
 AW0226
 AW0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0226'7.85 MI N FROM HOUSTON.
 AW0226'ABOUT 2.8 MILES NORTHEAST AND NORTH ALONG THE SOUTHERN PACIFIC
 AW0226'RAILROAD FROM THE SOUTHERN PACIFIC RAILROAD STATION, THENCE 5.05 MILES
 AW0226'NORTH ALONG THE MISSOURI-PACIFIC RAILROAD, ABOUT 0.05 MILE SOUTH OF
 AW0226'LITTLE YORK RD., 74.3 FEET WEST OF THE CENTER OF A CHAIN-LINKED GATE
 AW0226'TO THE NORTHWEST ENTRANCE OF PATRICK HENRY JR. HIGH SCHOOL, 46 1/2
 AW0226'FEET NORTHEAST OF THE NORTHEAST RAIL, 31 FEET SOUTHWEST OF THE CENTER
 AW0226'LINE OF E. HARDY RD., 1 FOOT NORTHWEST OF A METAL WITNESS POST AND
 AW0226'ABOUT 4 FEET BELOW THE LEVEL OF THE RAIL.
 AW0226
 AW0226                          STATION RECOVERY (1978)
 AW0226
 AW0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0226'RECOVERED IN GOOD CONDITION.
 AW0226
 AW0226                          STATION RECOVERY (1978)
 AW0226
 AW0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0226'RECOVERED IN GOOD CONDITION.
 AW0226
 AW0226                          STATION RECOVERY (1986)
 AW0226
 AW0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0226'THERE IS CONSTRUCTION AT THIS LOCATION.
 AW0226
 AW0226                          STATION RECOVERY (2004)
 AW0226
 AW0226'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3153 ***********************************************************************
 AW3153  DESIGNATION -  F 89 RESET 1942
 AW3153  PID         -  AW3153
 AW3153  STATE/COUNTY-  TX/LIBERTY
 AW3153  USGS QUAD   -  WHITES BAYOU (1994)
 AW3153
 AW3153                         *CURRENT SURVEY CONTROL
 AW3153  ___________________________________________________________________
 AW3153* NAD 83(1986)-  29 56 35.     (N)    094 33 15.     (W)     SCALED    
 AW3153* NAVD 88     -        13.49   (+/-2cm)      44.3    (feet)  VERTCON   
 AW3153  ___________________________________________________________________
 AW3153  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW3153
 AW3153  VERT ORDER  -  THIRD (See Below)
 AW3153
 AW3153.The horizontal coordinates were scaled from a topographic map and have
 AW3153.an estimated accuracy of +/- 6 seconds.
 AW3153
 AW3153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3153.The vertical order pertains to the NGVD 29 superseded value.
 AW3153
 AW3153.The geoid height was determined by GEOID03.
 AW3153
 AW3153;                    North         East    Units  Estimated Accuracy
 AW3153;SPC TX C     - 3,045,130.    1,257,710.      MT  (+/- 180 meters Scaled)
 AW3153
 AW3153                          SUPERSEDED SURVEY CONTROL
 AW3153
 AW3153  NGVD 29 (??/??/??)   13.49   (m)           44.3    (f) RESET       3  
 AW3153
 AW3153.Superseded values are not recommended for survey control.
 AW3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3153.See file dsdata.txt to determine how the superseded data were derived.
 AW3153
 AW3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP500134(NAD 83)
 AW3153_MARKER: DD = SURVEY DISK
 AW3153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3153_STAMPING: F 89 RESET 1942
 AW3153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3153+STABILITY: SURFACE MOTION
 AW3153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3153+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3153
 AW3153  HISTORY     - Date     Condition        Report By
 AW3153  HISTORY     - 1942     MONUMENTED       TXRD
 AW3153  HISTORY     - 1959     GOOD             NGS
 AW3153  HISTORY     - 20060121 GOOD             USPSQD
 AW3153
 AW3153                          STATION DESCRIPTION
 AW3153
 AW3153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3153'8.75 MI SW FROM FELICIA.
 AW3153'ABOUT 0.1 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE D. H. WILLIS RICE
 AW3153'DRIER MILL AT FELICIA, THENCE ABOUT 1.5 MILES SOUTH ALONG FARM ROAD
 AW3153'1009, THENCE ABOUT 2.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 AW3153'ABOUT 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE ABOUT 0.65
 AW3153'MILE WEST ALONG A GRADED DIRT ROAD, AT THE JUNCTION OF A DIRT ROAD
 AW3153'LEADING SOUTHEAST ALONG THE EDGE OF A CANAL, 52 FEET SOUTH OF THE
 AW3153'CENTER LINE OF THE ROAD, 32 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW3153'ROAD LEADING SOUTHEAST, 27 FEET EAST OF THE EAST END OF A CATTLE
 AW3153'GUARD, 2 1/2 FEET EAST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A FENCE,
 AW3153'1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS,
 AW3153'AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- ORIG.
 AW3153'NOT LEVELED TO BY NGS.
 AW3153
 AW3153                          STATION RECOVERY (2006)
 AW3153
 AW3153'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3153'FOUND AS DESCRIBED. WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1044 ***********************************************************************
 AN1044  DESIGNATION -  F 890
 AN1044  PID         -  AN1044
 AN1044  STATE/COUNTY-  TX/GOLIAD
 AN1044  USGS QUAD   -  WEESATCHE (1987)
 AN1044
 AN1044                         *CURRENT SURVEY CONTROL
 AN1044  ___________________________________________________________________
 AN1044* NAD 83(1986)-  28 49 24.     (N)    097 22 55.     (W)     SCALED    
 AN1044* NAVD 88     -        69.81   (+/-2cm)     229.0    (feet)  VERTCON   
 AN1044  ___________________________________________________________________
 AN1044  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1044
 AN1044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1044
 AN1044.The horizontal coordinates were scaled from a topographic map and have
 AN1044.an estimated accuracy of +/- 6 seconds.
 AN1044
 AN1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1044.The vertical order pertains to the NGVD 29 superseded value.
 AN1044
 AN1044.The geoid height was determined by GEOID03.
 AN1044
 AN1044;                    North         East    Units  Estimated Accuracy
 AN1044;SPC TXSC     - 4,110,810.      757,910.      MT  (+/- 180 meters Scaled)
 AN1044
 AN1044                          SUPERSEDED SURVEY CONTROL
 AN1044
 AN1044  NGVD 29 (??/??/92)   69.842  (m)          229.14   (f) ADJ UNCH    2 0
 AN1044
 AN1044.Superseded values are not recommended for survey control.
 AN1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1044.See file dsdata.txt to determine how the superseded data were derived.
 AN1044
 AN1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS578894(NAD 83)
 AN1044_MARKER: DB = BENCH MARK DISK
 AN1044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1044_SP_SET: CULVERT
 AN1044_STAMPING: F 890 1943
 AN1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1044
 AN1044  HISTORY     - Date     Condition        Report By
 AN1044  HISTORY     - 1943     MONUMENTED       CGS
 AN1044  HISTORY     - 1990     GOOD             USPSQD
 AN1044
 AN1044                          STATION DESCRIPTION
 AN1044
 AN1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1044'10.85 MI N FROM GOLIAD.
 AN1044'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 59 AND STATE
 AN1044'HIGHWAY NO.29 AT GOLIAD-- PROCEED 10.85 MILES NORTHERLY ALONG HIGHWAY
 AN1044'NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF A
 AN1044'CATTLEGUARD AND A PRIVATE ROAD INTERSECTION LEADING EAST TO A FARM
 AN1044'HOUSE, AND 21.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1044'CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE SOUTH END OF THE
 AN1044'WEST HEADWALL OF A LARGE CONCRETE CULVERT.
 AN1044
 AN1044                          STATION RECOVERY (1990)
 AN1044
 AN1044'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4778 ***********************************************************************
 AW4778  DESIGNATION -  F 891
 AW4778  PID         -  AW4778
 AW4778  STATE/COUNTY-  TX/FORT BEND
 AW4778  USGS QUAD   -  ORCHARD (1980)
 AW4778
 AW4778                         *CURRENT SURVEY CONTROL
 AW4778  ___________________________________________________________________
 AW4778* NAD 83(1986)-  29 34 59.     (N)    095 54 20.     (W)     SCALED    
 AW4778* NAVD 88     -        33.75   (+/-2cm)     110.7    (feet)  VERTCON   
 AW4778  ___________________________________________________________________
 AW4778  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW4778
 AW4778  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4778
 AW4778.The horizontal coordinates were scaled from a topographic map and have
 AW4778.an estimated accuracy of +/- 6 seconds.
 AW4778
 AW4778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4778.The vertical order pertains to the NGVD 29 superseded value.
 AW4778
 AW4778.The geoid height was determined by GEOID03.
 AW4778
 AW4778;                    North         East    Units  Estimated Accuracy
 AW4778;SPC TXSC     - 4,197,880.      899,740.      MT  (+/- 180 meters Scaled)
 AW4778
 AW4778                          SUPERSEDED SURVEY CONTROL
 AW4778
 AW4778  NGVD 29 (??/??/92)   33.746  (m)          110.72   (f) ADJ UNCH    2 0
 AW4778
 AW4778.Superseded values are not recommended for survey control.
 AW4778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4778.See file dsdata.txt to determine how the superseded data were derived.
 AW4778
 AW4778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN185761(NAD 83)
 AW4778_MARKER: DB = BENCH MARK DISK
 AW4778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4778_STAMPING: F 891 1943
 AW4778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4778+STABILITY: SURFACE MOTION
 AW4778
 AW4778  HISTORY     - Date     Condition        Report By
 AW4778  HISTORY     - 1943     MONUMENTED       CGS
 AW4778  HISTORY     - 1955     GOOD             NGS
 AW4778  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4778  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4778  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW4778
 AW4778                          STATION DESCRIPTION
 AW4778
 AW4778'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4778'4.1 MI E FROM ORCHARD.
 AW4778'4.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4778'STATION AT ORCHARD, FORT BEND COUNTY, OPPOSITE MILE POLE 72, 40 FEET
 AW4778'SOUTH OF THE SOUTH RAIL, 41 FEET NORTH OF THE CENTERLINE OF STATE
 AW4778'HIGHWAY 36, 1.8 FEET EAST OF A WHITE WOODEN WITNESS POST AND SET IN
 AW4778'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AW4778
 AW4778                          STATION RECOVERY (1955)
 AW4778
 AW4778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AW4778'RECOVERED IN GOOD CONDITION.
 AW4778
 AW4778                          STATION RECOVERY (1990)
 AW4778
 AW4778'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4778'MARK NOT FOUND.
 AW4778
 AW4778                          STATION RECOVERY (1997)
 AW4778
 AW4778'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4778'MARK NOT FOUND.
 AW4778
 AW4778                          STATION RECOVERY (2004)
 AW4778
 AW4778'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0167 ***********************************************************************
 BY0167  DESIGNATION -  F 892
 BY0167  PID         -  BY0167
 BY0167  STATE/COUNTY-  TX/NACOGDOCHES
 BY0167  USGS QUAD   -  MARTINSVILLE (1984)
 BY0167
 BY0167                         *CURRENT SURVEY CONTROL
 BY0167  ___________________________________________________________________
 BY0167* NAD 83(1986)-  31 43 35.     (N)    094 27 10.     (W)     SCALED    
 BY0167* NAVD 88     -        94.96   (+/-2cm)     311.5    (feet)  VERTCON   
 BY0167  ___________________________________________________________________
 BY0167  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BY0167
 BY0167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0167
 BY0167.The horizontal coordinates were scaled from a topographic map and have
 BY0167.an estimated accuracy of +/- 6 seconds.
 BY0167
 BY0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0167.The vertical order pertains to the NGVD 29 superseded value.
 BY0167
 BY0167.The geoid height was determined by GEOID03.
 BY0167
 BY0167;                    North         East    Units  Estimated Accuracy
 BY0167;SPC TX C     - 3,243,070.    1,257,040.      MT  (+/- 180 meters Scaled)
 BY0167
 BY0167                          SUPERSEDED SURVEY CONTROL
 BY0167
 BY0167  NGVD 29 (??/??/92)   94.968  (m)          311.57   (f) ADJ UNCH    2 0
 BY0167
 BY0167.Superseded values are not recommended for survey control.
 BY0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0167.See file dsdata.txt to determine how the superseded data were derived.
 BY0167
 BY0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR623110(NAD 83)
 BY0167_MARKER: DB = BENCH MARK DISK
 BY0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0167_STAMPING: F 892 1948
 BY0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0167+STABILITY: SURFACE MOTION
 BY0167
 BY0167  HISTORY     - Date     Condition        Report By
 BY0167  HISTORY     - 1948     MONUMENTED       CGS
 BY0167  HISTORY     - 1980     GOOD             USGS
 BY0167  HISTORY     - 19980919 GOOD             USPSQD
 BY0167
 BY0167                          STATION DESCRIPTION
 BY0167
 BY0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0167'7.05 MI N FROM MARTINSVILLE.
 BY0167'7.05 MILES NORTH ALONG THE MARTINSVILLE-GARRISON ROAD FROM THE J. L.
 BY0167'BURK ROCK STORE BUILDING AT MARTINSVILLE, 0.35 MILE SOUTHEAST OF A
 BY0167'WOODEN BRIDGE AND A SHARP TURN IN THE ROAD, AT THE TOP OF A RIDGE, AT
 BY0167'AN OLD VACANT HOUSE, 36.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BY0167'ROAD, 29.0 FEET WEST OF AN 18-INCH PINE TREE, 23.0 FEET NORTHWEST OF A
 BY0167'WELL, 21.0 FEET NORTHEAST OF THE EAST CORNER OF THE HOUSE, 13.4 FEET
 BY0167'SOUTHWEST OF A 30-INCH OAK TREE, 2.4 FEET NORTHWEST OF A REFERENCE
 BY0167'POST, 1.0 FOOT NORTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 BY0167'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BY0167
 BY0167                          STATION RECOVERY (1980)
 BY0167
 BY0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0167'7.05 MI. N. ALONG HWY (95) FROM MARTINSVILLE. AT THE TOP OF A RIDGE,
 BY0167'AT A GATE LEADING TO THE WEST. 40 FT. SW OF THE CENTER OF THE ROAD.
 BY0167'47 FT. ALONG R.O.W. FENCE FROM CENTER OF GATE. 2 FT. W OF R.O.W.
 BY0167'FENCE. NEAR A WITNESS SIGN NAILED TO A FENCE POST.
 BY0167
 BY0167                          STATION RECOVERY (1998)
 BY0167
 BY0167'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1171 ***********************************************************************
 BY1171  DESIGNATION -  F 893
 BY1171  PID         -  BY1171
 BY1171  STATE/COUNTY-  TX/NACOGDOCHES
 BY1171  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY1171
 BY1171                         *CURRENT SURVEY CONTROL
 BY1171  ___________________________________________________________________
 BY1171* NAD 83(1986)-  31 35 49.     (N)    094 38 03.     (W)     SCALED    
 BY1171* NAVD 88     -       124.45   (+/-2cm)     408.3    (feet)  VERTCON   
 BY1171  ___________________________________________________________________
 BY1171  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY1171
 BY1171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1171
 BY1171.The horizontal coordinates were scaled from a topographic map and have
 BY1171.an estimated accuracy of +/- 6 seconds.
 BY1171
 BY1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1171.The vertical order pertains to the NGVD 29 superseded value.
 BY1171
 BY1171.The geoid height was determined by GEOID03.
 BY1171
 BY1171;                    North         East    Units  Estimated Accuracy
 BY1171;SPC TX C     - 3,227,840.    1,240,600.      MT  (+/- 180 meters Scaled)
 BY1171
 BY1171                          SUPERSEDED SURVEY CONTROL
 BY1171
 BY1171  NGVD 29 (??/??/92)  124.547  (m)          408.62   (f) ADJ UNCH    2 0
 BY1171
 BY1171.Superseded values are not recommended for survey control.
 BY1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1171.See file dsdata.txt to determine how the superseded data were derived.
 BY1171
 BY1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ449969(NAD 83)
 BY1171_MARKER: DB = BENCH MARK DISK
 BY1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1171_STAMPING: F 893 1948
 BY1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1171+STABILITY: SURFACE MOTION
 BY1171
 BY1171  HISTORY     - Date     Condition        Report By
 BY1171  HISTORY     - 1948     MONUMENTED       CGS
 BY1171  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1171  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1171
 BY1171                          STATION DESCRIPTION
 BY1171
 BY1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1171'IN NACOGDOCHES.
 BY1171'AT NACOGDOCHES, AT THE JUNCTION OF STATE HIGHWAYS 21 AND 7, 205.0 FEET
 BY1171'EAST OF THE SOUTH CONCRETE HEADWALL FOR A CONCRETE PIPE CULVERT WHICH
 BY1171'IS IMMEDIATELY EAST OF THE JUNCTION OF THE HIGHWAYS, 119.2 FEET
 BY1171'NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 21 (MEASURED ALONG A
 BY1171'HEDGE ROW), 36.0 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 7,
 BY1171'19.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE WHITE FRAME HOME OF
 BY1171'E. Y. BASS, 2.8 FEET SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP
 BY1171'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY1171
 BY1171                          STATION RECOVERY (1977)
 BY1171
 BY1171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1171'MARK NOT FOUND.
 BY1171
 BY1171                          STATION RECOVERY (1998)
 BY1171
 BY1171'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0192 ***********************************************************************
 BY0192  DESIGNATION -  F 895
 BY0192  PID         -  BY0192
 BY0192  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0192  USGS QUAD   -  MARTINSVILLE (1984)
 BY0192
 BY0192                         *CURRENT SURVEY CONTROL
 BY0192  ___________________________________________________________________
 BY0192* NAD 83(1986)-  31 39 02.     (N)    094 23 47.     (W)     SCALED    
 BY0192* NAVD 88     -        73.51   (+/-2cm)     241.2    (feet)  VERTCON   
 BY0192  ___________________________________________________________________
 BY0192  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY0192
 BY0192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0192
 BY0192.The horizontal coordinates were scaled from a topographic map and have
 BY0192.an estimated accuracy of +/- 6 seconds.
 BY0192
 BY0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0192.The vertical order pertains to the NGVD 29 superseded value.
 BY0192
 BY0192.The geoid height was determined by GEOID03.
 BY0192
 BY0192;                    North         East    Units  Estimated Accuracy
 BY0192;SPC TX C     - 3,234,950.    1,262,820.      MT  (+/- 180 meters Scaled)
 BY0192
 BY0192                          SUPERSEDED SURVEY CONTROL
 BY0192
 BY0192  NGVD 29 (??/??/92)   73.544  (m)          241.29   (f) ADJ UNCH    2 0
 BY0192
 BY0192.Superseded values are not recommended for survey control.
 BY0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0192.See file dsdata.txt to determine how the superseded data were derived.
 BY0192
 BY0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR676025(NAD 83)
 BY0192_MARKER: DB = BENCH MARK DISK
 BY0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0192_STAMPING: F 895 1949
 BY0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0192+STABILITY: SURFACE MOTION
 BY0192
 BY0192  HISTORY     - Date     Condition        Report By
 BY0192  HISTORY     - 1949     MONUMENTED       CGS
 BY0192
 BY0192                          STATION DESCRIPTION
 BY0192
 BY0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0192'1.25 MI NE FROM MARTINSVILLE.
 BY0192'1.25 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE J. L. BURK ROCK
 BY0192'STORE BUILDING AT MARTINSVILLE, 0.15 MILE NORTHEAST OF THE NORTHEAST
 BY0192'END OF A BRIDGE OVER THE ATTOYAC RIVER, 178.5 FEET SOUTHWEST OF THE
 BY0192'SOUTH CORNER OF MISS ELMA BROWNS RESIDENCE, 91.0 FEET NORTHWEST OF THE
 BY0192'CENTER LINE OF THE HIGHWAY, 49.7 FEET NORTHEAST OF A LOG GRANARY, 18.2
 BY0192'FEET NORTHEAST OF A GATEPOST AT THE NORTHEAST END OF A WOODEN GATE,
 BY0192'2.0 FEET SOUTHWEST OF A REFERENCE POST, 1.3 FEET SOUTHEAST OF A FENCE,
 BY0192'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BY0192'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3008 ***********************************************************************
 AW3008  DESIGNATION -  F 896
 AW3008  PID         -  AW3008
 AW3008  STATE/COUNTY-  TX/HARRIS
 AW3008  USGS QUAD   -  MORGANS POINT (1993)
 AW3008
 AW3008                         *CURRENT SURVEY CONTROL
 AW3008  ___________________________________________________________________
 AW3008* NAD 83(1986)-  29 41 35.     (N)    094 59 12.     (W)     SCALED    
 AW3008* NAVD 88     -         1.57   (+/-2cm)       5.2    (feet)  VERTCON   
 AW3008  ___________________________________________________________________
 AW3008  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3008
 AW3008  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3008
 AW3008.The horizontal coordinates were scaled from a topographic map and have
 AW3008.an estimated accuracy of +/- 6 seconds.
 AW3008
 AW3008.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3008.The vertical order pertains to the NGVD 29 superseded value.
 AW3008
 AW3008.The geoid height was determined by GEOID03.
 AW3008
 AW3008;                    North         East    Units  Estimated Accuracy
 AW3008;SPC TXSC     - 4,212,770.      988,300.      MT  (+/- 180 meters Scaled)
 AW3008
 AW3008                          SUPERSEDED SURVEY CONTROL
 AW3008
 AW3008  NGVD 29 (??/??/92)    1.566  (m)            5.14   (f) ADJ UNCH    1 2
 AW3008
 AW3008.Superseded values are not recommended for survey control.
 AW3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3008.See file dsdata.txt to determine how the superseded data were derived.
 AW3008
 AW3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN077864(NAD 83)
 AW3008_MARKER: DB = BENCH MARK DISK
 AW3008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3008_SP_SET: CULVERT
 AW3008_STAMPING: F 896 1943
 AW3008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3008
 AW3008  HISTORY     - Date     Condition        Report By
 AW3008  HISTORY     - 1943     MONUMENTED       CGS
 AW3008  HISTORY     - 1959     GOOD             NGS
 AW3008  HISTORY     - 19971030 MARK NOT FOUND   USPSQD
 AW3008
 AW3008                          STATION DESCRIPTION
 AW3008
 AW3008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3008'0.8 MI N FROM MORGAN POINT.
 AW3008'ABOUT 0.35 MILE NORTH AND ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW3008'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT TO THE SOUTH END OF
 AW3008'HOG ISLAND, THENCE ABOUT 0.45 MILE NORTHEAST ALONG AN OLD HIGHWAY, AT
 AW3008'THE SOUTH END OF A CURVE, 18 FEET SOUTWEST OF THE CENTER LINE OF THE
 AW3008'OLD HIGHWAY, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 AW3008'HEADWALL OF A CULVERT, AND ABOUT 1 FOOT ABOVE THE GROUND.
 AW3008
 AW3008                          STATION RECOVERY (1997)
 AW3008
 AW3008'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1494 ***********************************************************************
 BY1494  DESIGNATION -  F 897
 BY1494  PID         -  BY1494
 BY1494  STATE/COUNTY-  TX/HOUSTON
 BY1494  USGS QUAD   -  CENTRALIA (1950)
 BY1494
 BY1494                         *CURRENT SURVEY CONTROL
 BY1494  ___________________________________________________________________
 BY1494* NAD 83(1986)-  31 18 14.     (N)    095 04 49.     (W)     SCALED    
 BY1494* NAVD 88     -        97.19   (+/-2cm)     318.9    (feet)  VERTCON   
 BY1494  ___________________________________________________________________
 BY1494  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY1494
 BY1494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1494
 BY1494.The horizontal coordinates were scaled from a topographic map and have
 BY1494.an estimated accuracy of +/- 6 seconds.
 BY1494
 BY1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1494.The vertical order pertains to the NGVD 29 superseded value.
 BY1494
 BY1494.The geoid height was determined by GEOID03.
 BY1494
 BY1494;                    North         East    Units  Estimated Accuracy
 BY1494;SPC TX C     - 3,193,300.    1,199,850.      MT  (+/- 180 meters Scaled)
 BY1494
 BY1494                          SUPERSEDED SURVEY CONTROL
 BY1494
 BY1494  NGVD 29 (??/??/92)   97.221  (m)          318.97   (f) ADJ UNCH    2 0
 BY1494
 BY1494.Superseded values are not recommended for survey control.
 BY1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1494.See file dsdata.txt to determine how the superseded data were derived.
 BY1494
 BY1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ020651(NAD 83)
 BY1494_MARKER: DB = BENCH MARK DISK
 BY1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1494_STAMPING: F 897 1948
 BY1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1494+STABILITY: SURFACE MOTION
 BY1494
 BY1494  HISTORY     - Date     Condition        Report By
 BY1494  HISTORY     - 1948     MONUMENTED       CGS
 BY1494
 BY1494                          STATION DESCRIPTION
 BY1494
 BY1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1494'9.5 MI SE FROM KENNARD.
 BY1494'1.3 MILES EAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT KENNARD,
 BY1494'THENCE 8.2 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT A ROAD
 BY1494'JUNCTION WITH DAVY CROCKETT NATIONAL FOREST HIGHWAY 27, 252.0 FEET
 BY1494'NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FARMHOUSE, 83.3 FEET EAST
 BY1494'OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD, 37.5 FEET NORTH OF
 BY1494'THE CENTER LINE OF NATIONAL FOREST HIGHWAY 27, 27.7 FEET WEST OF A
 BY1494'6-INCH PINE TREE WITH A TRIANGULAR BLAZE, 1.8 FEET WEST OF A REFERENCE
 BY1494'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 BY1494'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2022 ***********************************************************************
 BY2022  DESIGNATION -  F 899
 BY2022  PID         -  BY2022
 BY2022  STATE/COUNTY-  TX/LEON
 BY2022  USGS QUAD   -  OAKWOOD (1964)
 BY2022
 BY2022                         *CURRENT SURVEY CONTROL
 BY2022  ___________________________________________________________________
 BY2022* NAD 83(1986)-  31 34 44.     (N)    095 51 40.     (W)     SCALED    
 BY2022* NAVD 88     -        94.885  (meters)     311.30   (feet)  ADJUSTED  
 BY2022  ___________________________________________________________________
 BY2022  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BY2022  DYNAMIC HT  -          94.769 (meters)     310.92  (feet)  COMP
 BY2022  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 BY2022
 BY2022  VERT ORDER  -  FIRST     CLASS II
 BY2022
 BY2022.The horizontal coordinates were scaled from a topographic map and have
 BY2022.an estimated accuracy of +/- 6 seconds.
 BY2022
 BY2022.The orthometric height was determined by differential leveling
 BY2022.and adjusted by the National Geodetic Survey in June 1991..
 BY2022
 BY2022.The geoid height was determined by GEOID03.
 BY2022
 BY2022.The dynamic height is computed by dividing the NAVD 88
 BY2022.geopotential number by the normal gravity value computed on the
 BY2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2022.degrees latitude (g = 980.6199 gals.).
 BY2022
 BY2022.The modeled gravity was interpolated from observed gravity values.
 BY2022
 BY2022;                    North         East    Units  Estimated Accuracy
 BY2022;SPC TX C     - 3,220,520.    1,124,370.      MT  (+/- 180 meters Scaled)
 BY2022
 BY2022                          SUPERSEDED SURVEY CONTROL
 BY2022
 BY2022  NGVD 29 (??/??/92)   94.864  (m)          311.23   (f) ADJ UNCH    1 2
 BY2022
 BY2022.Superseded values are not recommended for survey control.
 BY2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2022.See file dsdata.txt to determine how the superseded data were derived.
 BY2022
 BY2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ284973(NAD 83)
 BY2022_MARKER: DB = BENCH MARK DISK
 BY2022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY2022_SP_SET: CULVERT
 BY2022_STAMPING: F 899 1948
 BY2022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2022
 BY2022  HISTORY     - Date     Condition        Report By
 BY2022  HISTORY     - 1948     MONUMENTED       CGS
 BY2022  HISTORY     - 1952     GOOD             NGS
 BY2022  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2022
 BY2022                          STATION DESCRIPTION
 BY2022
 BY2022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2022'0.85 MI SW FROM OAKWOOD.
 BY2022'0.85 MILE SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD STATE BANK
 BY2022'AT OAKWOOD, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7
 BY2022'FEET NORTHWEST OF A 12 INCH WILLOW TREE, SET IN THE TOP OF THE
 BY2022'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 4X4 FOOT CONCRETE
 BY2022'CULVERT.
 BY2022
 BY2022                          STATION RECOVERY (1980)
 BY2022
 BY2022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0510 ***********************************************************************
 DM0510  DESIGNATION -  F 9
 DM0510  PID         -  DM0510
 DM0510  STATE/COUNTY-  TX/HUNT
 DM0510  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM0510
 DM0510                         *CURRENT SURVEY CONTROL
 DM0510  ___________________________________________________________________
 DM0510* NAD 83(1986)-  33 12 45.     (N)    095 59 34.     (W)     SCALED    
 DM0510* NAVD 88     -       159.620  (meters)     523.69   (feet)  ADJUSTED  
 DM0510  ___________________________________________________________________
 DM0510  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DM0510  DYNAMIC HT  -         159.448 (meters)     523.12  (feet)  COMP
 DM0510  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 DM0510
 DM0510  VERT ORDER  -  SECOND    CLASS 0
 DM0510
 DM0510.The horizontal coordinates were scaled from a topographic map and have
 DM0510.an estimated accuracy of +/- 6 seconds.
 DM0510
 DM0510.The orthometric height was determined by differential leveling
 DM0510.and adjusted by the National Geodetic Survey in June 1991..
 DM0510
 DM0510.The geoid height was determined by GEOID03.
 DM0510
 DM0510.The dynamic height is computed by dividing the NAVD 88
 DM0510.geopotential number by the normal gravity value computed on the
 DM0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0510.degrees latitude (g = 980.6199 gals.).
 DM0510
 DM0510.The modeled gravity was interpolated from observed gravity values.
 DM0510
 DM0510;                    North         East    Units  Estimated Accuracy
 DM0510;SPC TXNC     - 2,174,210.      833,690.      MT  (+/- 180 meters Scaled)
 DM0510
 DM0510                          SUPERSEDED SURVEY CONTROL
 DM0510
 DM0510  NGVD 29 (??/??/92)  159.608  (m)          523.65   (f) ADJ UNCH    2 0
 DM0510
 DM0510.Superseded values are not recommended for survey control.
 DM0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0510.See file dsdata.txt to determine how the superseded data were derived.
 DM0510
 DM0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS210788(NAD 83)
 DM0510_MARKER: DB = BENCH MARK DISK
 DM0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0510_SP_SET: BRIDGE
 DM0510_STAMPING: F 9
 DM0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0510
 DM0510  HISTORY     - Date     Condition        Report By
 DM0510  HISTORY     - UNK      MONUMENTED       TXRD
 DM0510  HISTORY     - 1933     GOOD             NGS
 DM0510  HISTORY     - 1942     GOOD             NGS
 DM0510
 DM0510                          STATION DESCRIPTION
 DM0510
 DM0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 DM0510'6.5 MI SW FROM COMMERCE.
 DM0510'6.5 MILES SOUTHWEST OF, ALONG HIGHWAY NO. 24.  SOUTH SULPHUR RIVER.
 DM0510'TABLET CEMENTED ON TOP OF NORTHEASTERLY WINGWALL OF HIGHWAY BRIDGE.
 DM0510
 DM0510                          STATION RECOVERY (1942)
 DM0510
 DM0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 DM0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1381 ***********************************************************************
 AH1381  DESIGNATION -  F 9
 AH1381  PID         -  AH1381
 AH1381  STATE/COUNTY-  TX/SAN PATRICIO
 AH1381  USGS QUAD   -  TAFT (1975)
 AH1381
 AH1381                         *CURRENT SURVEY CONTROL
 AH1381  ___________________________________________________________________
 AH1381* NAD 83(1993)-  27 56 21.30825(N)    097 25 29.20335(W)     ADJUSTED  
 AH1381* NAVD 88     -        18.20   (+/-2cm)      59.7    (feet)  VERTCON   
 AH1381  ___________________________________________________________________
 AH1381  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AH1381  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AH1381
 AH1381  HORZ ORDER  -  SECOND
 AH1381  VERT ORDER  -  THIRD ? (See Below)
 AH1381
 AH1381.The horizontal coordinates were established by classical geodetic methods
 AH1381.and adjusted by the National Geodetic Survey in February 1996..
 AH1381
 AH1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1381.The vertical order pertains to the NGVD 29 superseded value.
 AH1381
 AH1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1381
 AH1381.The geoid height was determined by GEOID03.
 AH1381
 AH1381;                    North         East     Units Scale Factor Converg.
 AH1381;SPC TX S     - 5,252,245.854   405,821.764   MT  1.00002853   +0 29 17.4
 AH1381;SPC TX S     -17,231,743.27  1,331,433.57   sFT  1.00002853   +0 29 17.4
 AH1381;UTM  14      - 3,091,471.388   654,977.532   MT  0.99989645   +0 44 17.5
 AH1381
 AH1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1381!SPC TX S     -   1.00000135  x   1.00002853  =   1.00002988
 AH1381!UTM  14      -   1.00000135  x   0.99989645  =   0.99989780
 AH1381
 AH1381                          SUPERSEDED SURVEY CONTROL
 AH1381
 AH1381  NAD 83(1986)-  27 56 21.31573(N)    097 25 29.18228(W) AD(       ) 2
 AH1381  NAD 27      -  27 56 20.24600(N)    097 25 28.20900(W) AD(       ) 2
 AH1381  NGVD 29 (07/19/86)   18.38   (m)           60.3    (f) LEVELING    3  
 AH1381
 AH1381.Superseded values are not recommended for survey control.
 AH1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1381.See file dsdata.txt to determine how the superseded data were derived.
 AH1381
 AH1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5497891471(NAD 83)
 AH1381_MARKER: Z = SEE DESCRIPTION
 AH1381_SETTING: 0 = UNSPECIFIED SETTING
 AH1381
 AH1381  HISTORY     - Date     Condition        Report By
 AH1381  HISTORY     - 1931     MONUMENTED       USGS
 AH1381  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH1381
 AH1381                          STATION DESCRIPTION
 AH1381
 AH1381'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 AH1381'B.M. F 9 (U.S.G.S.) IS 60.00 FEET FROM STATION.
 AH1381'
 AH1381'STATION REACHED FROM TAFT BY DIRT ROAD LEADING SW FROM HIGHWAY
 AH1381'16 AT RAILROAD FREIGHT STATION AND TEXACO PLANT 2.3 MILES
 AH1381'TO DIRT ROAD LEADING S AT ACUTE ANGLE.  FOLLOW S 1.0 MILE TO
 AH1381'SECTION CORNER AND STATION.
 AH1381
 AH1381                          STATION RECOVERY (1996)
 AH1381
 AH1381'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH1381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1803 ***********************************************************************
 BK1803  DESIGNATION -  F 90
 BK1803  PID         -  BK1803
 BK1803  STATE/COUNTY-  TX/JASPER
 BK1803  USGS QUAD   -  BUNA (1984)
 BK1803
 BK1803                         *CURRENT SURVEY CONTROL
 BK1803  ___________________________________________________________________
 BK1803* NAD 83(1986)-  30 27 49.     (N)    093 56 58.     (W)     SCALED    
 BK1803* NAVD 88     -        28.25   (+/-2cm)      92.7    (feet)  VERTCON   
 BK1803  ___________________________________________________________________
 BK1803  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1803
 BK1803  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1803
 BK1803.The horizontal coordinates were scaled from a topographic map and have
 BK1803.an estimated accuracy of +/- 6 seconds.
 BK1803
 BK1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1803.The vertical order pertains to the NGVD 29 superseded value.
 BK1803
 BK1803.The geoid height was determined by GEOID03.
 BK1803
 BK1803;                    North         East    Units  Estimated Accuracy
 BK1803;SPC TX C     - 3,105,930.    1,312,690.      MT  (+/- 180 meters Scaled)
 BK1803
 BK1803                          SUPERSEDED SURVEY CONTROL
 BK1803
 BK1803  NGVD 29 (??/??/??)   28.229  (m)           92.61   (f) ADJUSTED    1 2
 BK1803
 BK1803.Superseded values are not recommended for survey control.
 BK1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1803.See file dsdata.txt to determine how the superseded data were derived.
 BK1803
 BK1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP088705(NAD 83)
 BK1803_MARKER: DB = BENCH MARK DISK
 BK1803_SETTING: 0 = UNSPECIFIED SETTING
 BK1803_STAMPING: 92.615 F 90 1932
 BK1803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1803
 BK1803  HISTORY     - Date     Condition        Report By
 BK1803  HISTORY     - 1932     MONUMENTED       CGS
 BK1803  HISTORY     - 1976     MARK NOT FOUND   USGS
 BK1803  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1803  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1803
 BK1803                          STATION DESCRIPTION
 BK1803
 BK1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1803'IN BESSMAY.
 BK1803'ON THE GULF COLORADO AND SANTA FE R.R., 35 FEET WEST OF THE TRACK 4
 BK1803'RAILS NORTH OF THE G.C. AND S.F. STATION AT BESSMAY, 1/2 MILE NORTH OF
 BK1803'MILE POLE NO. 37 AN THE G.C. AND S.F.R.R., 50 FEET WEST OF THE NORTH
 BK1803'END OF THE PLATFORM AT THE STATION AT BESSMAY, 0.1 MILE NORTH OF THE
 BK1803'CROSSOVER TRACK TO THE ORANGE AND NORTHWESTERN R.R.
 BK1803
 BK1803                          STATION RECOVERY (1976)
 BK1803
 BK1803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BK1803'MARK NOT FOUND.
 BK1803
 BK1803                          STATION RECOVERY (1979)
 BK1803
 BK1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1803'MARK NOT FOUND.
 BK1803
 BK1803                          STATION RECOVERY (2002)
 BK1803
 BK1803'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0728 ***********************************************************************
 BZ0728  DESIGNATION -  F 900
 BZ0728  PID         -  BZ0728
 BZ0728  STATE/COUNTY-  TX/MCLENNAN
 BZ0728  USGS QUAD   -  WACO WEST (1975)
 BZ0728
 BZ0728                         *CURRENT SURVEY CONTROL
 BZ0728  ___________________________________________________________________
 BZ0728* NAD 83(1986)-  31 36 20.     (N)    097 12 15.     (W)     SCALED    
 BZ0728* NAVD 88     -       140.535  (meters)     461.07   (feet)  ADJUSTED  
 BZ0728  ___________________________________________________________________
 BZ0728  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BZ0728  DYNAMIC HT  -         140.358 (meters)     460.49  (feet)  COMP
 BZ0728  MODELED GRAV-     979,375.8   (mgal)                       NAVD 88
 BZ0728
 BZ0728  VERT ORDER  -  FIRST     CLASS II
 BZ0728
 BZ0728.The horizontal coordinates were scaled from a topographic map and have
 BZ0728.an estimated accuracy of +/- 6 seconds.
 BZ0728
 BZ0728.The orthometric height was determined by differential leveling
 BZ0728.and adjusted by the National Geodetic Survey in June 1991..
 BZ0728
 BZ0728.The geoid height was determined by GEOID03.
 BZ0728
 BZ0728.The dynamic height is computed by dividing the NAVD 88
 BZ0728.geopotential number by the normal gravity value computed on the
 BZ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0728.degrees latitude (g = 980.6199 gals.).
 BZ0728
 BZ0728.The modeled gravity was interpolated from observed gravity values.
 BZ0728
 BZ0728;                    North         East    Units  Estimated Accuracy
 BZ0728;SPC TX C     - 3,219,120.      996,890.      MT  (+/- 180 meters Scaled)
 BZ0728
 BZ0728                          SUPERSEDED SURVEY CONTROL
 BZ0728
 BZ0728  NGVD 29 (??/??/92)  140.471  (m)          460.86   (f) ADJ UNCH    1 2
 BZ0728
 BZ0728.Superseded values are not recommended for survey control.
 BZ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0728.See file dsdata.txt to determine how the superseded data were derived.
 BZ0728
 BZ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV703981(NAD 83)
 BZ0728_MARKER: DB = BENCH MARK DISK
 BZ0728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0728_SP_SET: BLOCK
 BZ0728_STAMPING: F-900 1944
 BZ0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0728
 BZ0728  HISTORY     - Date     Condition        Report By
 BZ0728  HISTORY     - 1944     MONUMENTED       CGS
 BZ0728  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0728  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0728
 BZ0728                          STATION DESCRIPTION
 BZ0728
 BZ0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BZ0728'6.1 MI NW FROM WACO.
 BZ0728'ABOUT 6.1 MILES NORTHWEST ALONG THE ROAD TO BLACKLAND AIR FIELD FROM
 BZ0728'THE COURTHOUSE AT WACO MCLENNAN COUNTY, IN THE V OF THE HIGHWAY AND A
 BZ0728'GRAVEL ROAD TO THE NORTHEAST, 54.0 FEET NORTH OF CENTER LINE OF
 BZ0728'HIGHWAY, 31.0 FEET SOUTH OF CENTER LINE OF GRAVEL ROAD, 4.0 FEET WEST
 BZ0728'OF AN 8 INCH ELM TREE, 1.8 FEET WEST OF MARKER POST, A STANDARD IRON
 BZ0728'DISK, STAMPED F-900 1944 AND SET IN THE TOP OF A CONCRETE BLOCK
 BZ0728'PROJECTING 6.0 INCHES ABOVE THE GROUND.
 BZ0728
 BZ0728                          STATION RECOVERY (1995)
 BZ0728
 BZ0728'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0728'MARK NOT FOUND.
 BZ0728
 BZ0728                          STATION RECOVERY (2001)
 BZ0728
 BZ0728'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0201 ***********************************************************************
 BL0201  DESIGNATION -  F 901
 BL0201  PID         -  BL0201
 BL0201  STATE/COUNTY-  TX/JEFFERSON
 BL0201  USGS QUAD   -  CHINA (1985)
 BL0201
 BL0201                         *CURRENT SURVEY CONTROL
 BL0201  ___________________________________________________________________
 BL0201* NAD 83(1986)-  30 03 01.     (N)    094 19 19.     (W)     SCALED    
 BL0201* NAVD 88     -        10.914  (meters)      35.81   (feet)  ADJUSTED  
 BL0201  ___________________________________________________________________
 BL0201  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0201  DYNAMIC HT  -          10.900 (meters)      35.76  (feet)  COMP
 BL0201  MODELED GRAV-     979,305.3   (mgal)                       NAVD 88
 BL0201
 BL0201  VERT ORDER  -  FIRST     CLASS I
 BL0201
 BL0201.The horizontal coordinates were scaled from a topographic map and have
 BL0201.an estimated accuracy of +/- 6 seconds.
 BL0201
 BL0201.The orthometric height was determined by differential leveling
 BL0201.and adjusted by the National Geodetic Survey in June 1991..
 BL0201
 BL0201.The geoid height was determined by GEOID03.
 BL0201
 BL0201.The dynamic height is computed by dividing the NAVD 88
 BL0201.geopotential number by the normal gravity value computed on the
 BL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0201.degrees latitude (g = 980.6199 gals.).
 BL0201
 BL0201.The modeled gravity was interpolated from observed gravity values.
 BL0201
 BL0201;                    North         East    Units  Estimated Accuracy
 BL0201;SPC TXSC     - 4,254,720.    1,050,990.      MT  (+/- 180 meters Scaled)
 BL0201
 BL0201                          SUPERSEDED SURVEY CONTROL
 BL0201
 BL0201  NGVD 29 (??/??/92)   10.928  (m)           35.85   (f) ADJ UNCH    1 1
 BL0201
 BL0201.Superseded values are not recommended for survey control.
 BL0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0201.See file dsdata.txt to determine how the superseded data were derived.
 BL0201
 BL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP725250(NAD 83)
 BL0201_MARKER: DB = BENCH MARK DISK
 BL0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0201_SP_SET: CULVERT
 BL0201_STAMPING: F 901 1944
 BL0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0201+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 BL0201
 BL0201  HISTORY     - Date     Condition        Report By
 BL0201  HISTORY     - 1944     MONUMENTED       CGS
 BL0201  HISTORY     - 1972     GOOD             NGS
 BL0201  HISTORY     - 19870815 GOOD             USPSQD
 BL0201  HISTORY     - 1988     GOOD             USPSQD
 BL0201  HISTORY     - 1988     GOOD             USPSQD
 BL0201  HISTORY     - 1988     GOOD             USPSQD
 BL0201  HISTORY     - 1990     GOOD             USPSQD
 BL0201  HISTORY     - 19900412 GOOD             USPSQD
 BL0201  HISTORY     - 19940805 GOOD             USPSQD
 BL0201  HISTORY     - 19990728 GOOD             USPSQD
 BL0201  HISTORY     - 20010331 GOOD             NGS
 BL0201  HISTORY     - 20010331 GOOD             NGS
 BL0201  HISTORY     - 20030304 GOOD             USPSQD
 BL0201  HISTORY     - 20040304 GOOD             USPSQD
 BL0201
 BL0201                          STATION DESCRIPTION
 BL0201
 BL0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0201'0.8 MI E FROM CHINA.
 BL0201'ABOUT 0.8 MILE EAST ALONG US HIGHWAY 90 FROM A PAVED ROAD INTERSECTION
 BL0201'THENCE ABOUT 0.15 MILE EAST OF A 105-CONCRETE BRIDGE OVER A LARGE
 BL0201'CANAL, SET IN THE TOP OF THE CENTER OF THE NORTH HEADWALL TO AN 8-FOOT
 BL0201'CONCRETE BOX CULVERT UNDER THE WESTBOUND LANE OF THE HIGHWAY, 20.5
 BL0201'FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY AND
 BL0201'ABOUT LEVEL WITH THE HIGHWAY.
 BL0201
 BL0201                          STATION RECOVERY (1987)
 BL0201
 BL0201'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0201'RECOVERED IN GOOD CONDITION.
 BL0201
 BL0201                          STATION RECOVERY (1988)
 BL0201
 BL0201'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0201'RECOVERED IN GOOD CONDITION.
 BL0201
 BL0201                          STATION RECOVERY (1988)
 BL0201
 BL0201'RECOVERY NOTE BY US POWER SQUADRON 1988 (WET)
 BL0201'RECOVERED IN GOOD CONDITION.
 BL0201
 BL0201                          STATION RECOVERY (1988)
 BL0201
 BL0201'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0201'RECOVERED IN GOOD CONDITION.
 BL0201
 BL0201                          STATION RECOVERY (1990)
 BL0201
 BL0201'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0201'RECOVERED IN GOOD CONDITION.
 BL0201
 BL0201                          STATION RECOVERY (1990)
 BL0201
 BL0201'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0201'RECOVERED IN GOOD CONDITION.
 BL0201
 BL0201                          STATION RECOVERY (1994)
 BL0201
 BL0201'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0201'RECOVERED IN GOOD CONDITION.
 BL0201
 BL0201                          STATION RECOVERY (1999)
 BL0201
 BL0201'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0201'RECOVERED IN GOOD CONDITION.
 BL0201
 BL0201                          STATION RECOVERY (2001)
 BL0201
 BL0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0201'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0201
 BL0201                          STATION RECOVERY (2001)
 BL0201
 BL0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0201'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0201
 BL0201                          STATION RECOVERY (2003)
 BL0201
 BL0201'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0201'RECOVERED IN GOOD CONDITION.
 BL0201
 BL0201                          STATION RECOVERY (2004)
 BL0201
 BL0201'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0364 ***********************************************************************
 DO0364  DESIGNATION -  F 903
 DO0364  PID         -  DO0364
 DO0364  STATE/COUNTY-  TX/WICHITA
 DO0364  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0364
 DO0364                         *CURRENT SURVEY CONTROL
 DO0364  ___________________________________________________________________
 DO0364* NAD 83(1986)-  33 58 49.     (N)    098 30 12.     (W)     SCALED    
 DO0364* NAVD 88     -       310.649  (meters)    1019.19   (feet)  ADJUSTED  
 DO0364  ___________________________________________________________________
 DO0364  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DO0364  DYNAMIC HT  -         310.311 (meters)    1018.08  (feet)  COMP
 DO0364  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 DO0364
 DO0364  VERT ORDER  -  SECOND    CLASS 0
 DO0364
 DO0364.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0364
 DO0364.The horizontal coordinates were scaled from a topographic map and have
 DO0364.an estimated accuracy of +/- 6 seconds.
 DO0364
 DO0364.The orthometric height was determined by differential leveling
 DO0364.and adjusted by the National Geodetic Survey in June 1991..
 DO0364
 DO0364.The geoid height was determined by GEOID03.
 DO0364
 DO0364.The dynamic height is computed by dividing the NAVD 88
 DO0364.geopotential number by the normal gravity value computed on the
 DO0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0364.degrees latitude (g = 980.6199 gals.).
 DO0364
 DO0364.The modeled gravity was interpolated from observed gravity values.
 DO0364
 DO0364;                    North         East    Units  Estimated Accuracy
 DO0364;SPC TXNC     - 2,256,570.      599,690.      MT  (+/- 180 meters Scaled)
 DO0364
 DO0364                          SUPERSEDED SURVEY CONTROL
 DO0364
 DO0364  NGVD 29 (??/??/92)  310.548  (m)         1018.86   (f) ADJ UNCH    2 0
 DO0364
 DO0364.Superseded values are not recommended for survey control.
 DO0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0364.See file dsdata.txt to determine how the superseded data were derived.
 DO0364
 DO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC458600(NAD 83)
 DO0364_MARKER: DB = BENCH MARK DISK
 DO0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0364_SP_SET: DOOR STOP
 DO0364_STAMPING: F 903 1945
 DO0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0364
 DO0364  HISTORY     - Date     Condition        Report By
 DO0364  HISTORY     - 1945     MONUMENTED       CGS
 DO0364  HISTORY     - 1957     GOOD             NGS
 DO0364  HISTORY     - 1975     GOOD             NGS
 DO0364  HISTORY     - 1984     GOOD             NGS
 DO0364  HISTORY     - 20010525 GOOD             USPSQD
 DO0364
 DO0364                          STATION DESCRIPTION
 DO0364
 DO0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0364'5 MI N FROM WICHITA FALLS.
 DO0364'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE, NEAR
 DO0364'THE NORTHWEST CORNER OF A LARGE HANGAR (BUILDING NO. 1090), 8 FEET
 DO0364'SOUTH OF THE NORTHWEST CORNER OF THE HANGAR, 2 FEET WEST OF THE WEST
 DO0364'WALL AND IN THE TOP OF A LARGE CONCRETE DOOR STOP, 3 FEET ABOVE THE
 DO0364'LEVEL OF THE CONCRETE PAVEMENT.
 DO0364
 DO0364                          STATION RECOVERY (1975)
 DO0364
 DO0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DO0364'RECOVERED IN GOOD CONDITION.
 DO0364
 DO0364                          STATION RECOVERY (1984)
 DO0364
 DO0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0364'RECOVERED IN GOOD CONDITION.
 DO0364
 DO0364                          STATION RECOVERY (2001)
 DO0364
 DO0364'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0257 ***********************************************************************
 CC0257  DESIGNATION -  F 905
 CC0257  PID         -  CC0257
 CC0257  STATE/COUNTY-  TX/WARD
 CC0257  USGS QUAD   -  PYOTE EAST (1981)
 CC0257
 CC0257                         *CURRENT SURVEY CONTROL
 CC0257  ___________________________________________________________________
 CC0257* NAD 83(1986)-  31 32 21.     (N)    103 05 48.     (W)     SCALED    
 CC0257* NAVD 88     -       801.497  (meters)    2629.58   (feet)  ADJUSTED  
 CC0257  ___________________________________________________________________
 CC0257  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CC0257  DYNAMIC HT  -         800.361 (meters)    2625.85  (feet)  COMP
 CC0257  MODELED GRAV-     979,195.1   (mgal)                       NAVD 88
 CC0257
 CC0257  VERT ORDER  -  FIRST     CLASS II
 CC0257
 CC0257.The horizontal coordinates were scaled from a topographic map and have
 CC0257.an estimated accuracy of +/- 6 seconds.
 CC0257
 CC0257.The orthometric height was determined by differential leveling
 CC0257.and adjusted by the National Geodetic Survey in June 1991..
 CC0257
 CC0257.The geoid height was determined by GEOID03.
 CC0257
 CC0257.The dynamic height is computed by dividing the NAVD 88
 CC0257.geopotential number by the normal gravity value computed on the
 CC0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0257.degrees latitude (g = 980.6199 gals.).
 CC0257
 CC0257.The modeled gravity was interpolated from observed gravity values.
 CC0257
 CC0257;                    North         East    Units  Estimated Accuracy
 CC0257;SPC TX C     - 3,210,840.      437,630.      MT  (+/- 180 meters Scaled)
 CC0257
 CC0257                          SUPERSEDED SURVEY CONTROL
 CC0257
 CC0257  NGVD 29 (??/??/92)  801.187  (m)         2628.56   (f) ADJ UNCH    1 2
 CC0257
 CC0257.Superseded values are not recommended for survey control.
 CC0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0257.See file dsdata.txt to determine how the superseded data were derived.
 CC0257
 CC0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ806909(NAD 83)
 CC0257_MARKER: DB = BENCH MARK DISK
 CC0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0257_SP_SET: CONCRETE BASE
 CC0257_STAMPING: F 905 1945
 CC0257_MARK LOGO: CGS   
 CC0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0257
 CC0257  HISTORY     - Date     Condition        Report By
 CC0257  HISTORY     - 1945     MONUMENTED       CGS
 CC0257  HISTORY     - 1956     GOOD             NGS
 CC0257  HISTORY     - 1981     GOOD             NGS
 CC0257
 CC0257                          STATION DESCRIPTION
 CC0257
 CC0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0257'1.8 MI E FROM PYOTE.
 CC0257'1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CC0257'PYOTE, WARD COUNTY, AT SEMAPHORE 622.2, IN THE TOP OF THE SOUTHWEST
 CC0257'CORNER OF THE CONCRETE BASE, 10 FEET SOUTH OF THE CENTERLINE OF THE
 CC0257'TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  AN IRON BENCH-MARK
 CC0257'DISK.
 CC0257
 CC0257                          STATION RECOVERY (1981)
 CC0257
 CC0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0257'22.1 KM (13.75 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 CC0257'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, AT A PAVED
 CC0257'ROAD CROSSING LEADING NORTH TO A CEMETERY, IN TOP OF THE SOUTHWEST
 CC0257'CORNER OF THE CONCRETE BASE OF SEMAPHORE NUMBER 6222, 36.9 METERS
 CC0257'(121.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 80,
 CC0257'9.4 METERS (31.0 FT) EAST OF THE CENTERLINE OF THE ROAD, AND 2.4
 CC0257'METERS (8.0 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0257'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0977 ***********************************************************************
 CS0977  DESIGNATION -  F 906
 CS0977  PID         -  CS0977
 CS0977  STATE/COUNTY-  TX/ELLIS
 CS0977  USGS QUAD   -  WAXAHACHIE (1978)
 CS0977
 CS0977                         *CURRENT SURVEY CONTROL
 CS0977  ___________________________________________________________________
 CS0977* NAD 83(1986)-  32 22 50.     (N)    096 51 43.     (W)     SCALED    
 CS0977* NAVD 88     -       181.883  (meters)     596.73   (feet)  ADJUSTED  
 CS0977  ___________________________________________________________________
 CS0977  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CS0977  DYNAMIC HT  -         181.668 (meters)     596.02  (feet)  COMP
 CS0977  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 CS0977
 CS0977  VERT ORDER  -  SECOND    CLASS 0
 CS0977
 CS0977.The horizontal coordinates were scaled from a topographic map and have
 CS0977.an estimated accuracy of +/- 6 seconds.
 CS0977
 CS0977.The orthometric height was determined by differential leveling
 CS0977.and adjusted by the National Geodetic Survey in June 1991..
 CS0977
 CS0977.The geoid height was determined by GEOID03.
 CS0977
 CS0977.The dynamic height is computed by dividing the NAVD 88
 CS0977.geopotential number by the normal gravity value computed on the
 CS0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0977.degrees latitude (g = 980.6199 gals.).
 CS0977
 CS0977.The modeled gravity was interpolated from observed gravity values.
 CS0977
 CS0977;                    North         East    Units  Estimated Accuracy
 CS0977;SPC TXNC     - 2,080,370.      754,130.      MT  (+/- 180 meters Scaled)
 CS0977
 CS0977                          SUPERSEDED SURVEY CONTROL
 CS0977
 CS0977  NGVD 29 (??/??/92)  181.871  (m)          596.69   (f) ADJ UNCH    2 0
 CS0977
 CS0977.Superseded values are not recommended for survey control.
 CS0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0977.See file dsdata.txt to determine how the superseded data were derived.
 CS0977
 CS0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA011846(NAD 83)
 CS0977_MARKER: DB = BENCH MARK DISK
 CS0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0977_STAMPING: F 906 1946
 CS0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0977+STABILITY: SURFACE MOTION
 CS0977
 CS0977  HISTORY     - Date     Condition        Report By
 CS0977  HISTORY     - 1946     MONUMENTED       CGS
 CS0977
 CS0977                          STATION DESCRIPTION
 CS0977
 CS0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0977'1.0 MI SW FROM WAXAHACHIE.
 CS0977'TO REACH MARK FROM COURTHOUSE IN WAXAHACHIE GO SOUTHWEST ALONG THE
 CS0977'WAXAHACHIE-MAY PEARL ROAD FOR 1.0 MILE TO SITE OF MARK.  BENCH MARK IS
 CS0977'36 FEET SOUTH OF CENTERLINE OF ROAD, 100 FEET SOUTHWEST OF WHITE BARN,
 CS0977'200 FEET WEST OF LARGE WHITE HOUSE, 1 FOOT NORTHEAST OF TELEPHONE
 CS0977'POLE.  IT IS A DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 CS0977'WHICH PROJECTS ABOUT 4 INCHES.  A 4X4 INCH WHITE WITNESS POST WAS SET
 CS0977'NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0564 ***********************************************************************
 BM0564  DESIGNATION -  F 908
 BM0564  PID         -  BM0564
 BM0564  STATE/COUNTY-  TX/TRAVIS
 BM0564  USGS QUAD   -  AUSTIN EAST (1988)
 BM0564
 BM0564                         *CURRENT SURVEY CONTROL
 BM0564  ___________________________________________________________________
 BM0564* NAD 83(1986)-  30 15 45.     (N)    097 41 40.     (W)     SCALED    
 BM0564* NAVD 88     -       139.83   (+/-2cm)     458.8    (feet)  VERTCON   
 BM0564  ___________________________________________________________________
 BM0564  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 BM0564
 BM0564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0564
 BM0564.The horizontal coordinates were scaled from a topographic map and have
 BM0564.an estimated accuracy of +/- 6 seconds.
 BM0564
 BM0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0564.The vertical order pertains to the NGVD 29 superseded value.
 BM0564
 BM0564.The geoid height was determined by GEOID03.
 BM0564
 BM0564;                    North         East    Units  Estimated Accuracy
 BM0564;SPC TX C     - 3,069,060.      953,910.      MT  (+/- 180 meters Scaled)
 BM0564
 BM0564                          SUPERSEDED SURVEY CONTROL
 BM0564
 BM0564  NGVD 29 (??/??/92)  139.741  (m)          458.47   (f) ADJ UNCH    2 0
 BM0564
 BM0564.Superseded values are not recommended for survey control.
 BM0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0564.See file dsdata.txt to determine how the superseded data were derived.
 BM0564
 BM0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU255485(NAD 83)
 BM0564_MARKER: DB = BENCH MARK DISK
 BM0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0564_SP_SET: CULVERT
 BM0564_STAMPING: F 908 1944
 BM0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0564
 BM0564  HISTORY     - Date     Condition        Report By
 BM0564  HISTORY     - 1944     MONUMENTED       CGS
 BM0564  HISTORY     - 1953     MARK NOT FOUND   NGS
 BM0564  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0564
 BM0564                          STATION DESCRIPTION
 BM0564
 BM0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0564'4.0 MI E FROM AUSTIN.
 BM0564'MARK IS LOCATED ALONG AIRPORT BOULEVARD ABOUT 4.0 MILES EAST OF THE
 BM0564'POST OFFICE IN AUSTIN AND AT THE CROSSING OF THE MISSOURI KANSAS TEXAS
 BM0564'RAILROAD, 15 FEET NORTH OF THE NORTH RAIL, 30 FEET WEST OF CENTER OF
 BM0564'AIRPORT BOULEVARD.  A DISK SET IN THE WEST END OF CULVERT HEADWALL.
 BM0564
 BM0564                          STATION RECOVERY (1953)
 BM0564
 BM0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BM0564'MARK NOT FOUND.
 BM0564
 BM0564                          STATION RECOVERY (2003)
 BM0564
 BM0564'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0729 ***********************************************************************
 AN0729  DESIGNATION -  F 909
 AN0729  PID         -  AN0729
 AN0729  STATE/COUNTY-  TX/VICTORIA
 AN0729  USGS QUAD   -  VICTORIA EAST (1995)
 AN0729
 AN0729                         *CURRENT SURVEY CONTROL
 AN0729  ___________________________________________________________________
 AN0729* NAD 83(1986)-  28 50 29.     (N)    096 54 54.     (W)     SCALED    
 AN0729* NAVD 88     -        30.57   (+/-2cm)     100.3    (feet)  VERTCON   
 AN0729  ___________________________________________________________________
 AN0729  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0729
 AN0729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0729
 AN0729.This mark is at Victoria Reg (VCT) Airport (VCT)
 AN0729
 AN0729.The horizontal coordinates were scaled from a topographic map and have
 AN0729.an estimated accuracy of +/- 6 seconds.
 AN0729
 AN0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0729.The vertical order pertains to the NGVD 29 superseded value.
 AN0729
 AN0729.The geoid height was determined by GEOID03.
 AN0729
 AN0729;                    North         East    Units  Estimated Accuracy
 AN0729;SPC TXSC     - 4,113,530.      803,440.      MT  (+/- 180 meters Scaled)
 AN0729
 AN0729                          SUPERSEDED SURVEY CONTROL
 AN0729
 AN0729  NGVD 29 (??/??/92)   30.64   (m)          100.5    (f) COMPUTED    2 0
 AN0729
 AN0729.Superseded values are not recommended for survey control.
 AN0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0729.See file dsdata.txt to determine how the superseded data were derived.
 AN0729
 AN0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS034921(NAD 83)
 AN0729_MARKER: DB = BENCH MARK DISK
 AN0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0729_SP_SET: APRON
 AN0729_STAMPING: F 909 1944
 AN0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0729
 AN0729  HISTORY     - Date     Condition        Report By
 AN0729  HISTORY     - 1944     MONUMENTED       CGS
 AN0729  HISTORY     - 1974     GOOD             NGS
 AN0729
 AN0729                          STATION DESCRIPTION
 AN0729
 AN0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AN0729'IN FOSTER FIELD.
 AN0729'AT FOSTER FIELD, VICTORIA COUNTY, ABOUT 0.3 MILE NORTH OF U.S. HIGHWAY
 AN0729'59, AT THE NORTHWEST CORNER OF A LARGE YELLOW-BRICK HANGAR, 21 INCHES
 AN0729'WEST BY NORTH OF THE CORNER, AND IN THE CONCRETE APRON.  A STANDARD
 AN0729'DISK, STAMPED F 909 1944.
 AN0729
 AN0729                          STATION RECOVERY (1974)
 AN0729
 AN0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AN0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2123 ***********************************************************************
 BX2123  DESIGNATION -  F 91
 BX2123  PID         -  BX2123
 BX2123  STATE/COUNTY-  TX/JASPER
 BX2123  USGS QUAD   -  HARRISBURG (1984)
 BX2123
 BX2123                         *CURRENT SURVEY CONTROL
 BX2123  ___________________________________________________________________
 BX2123* NAD 83(1986)-  31 01 54.     (N)    093 58 37.     (W)     SCALED    
 BX2123* NAVD 88     -       106.03   (+/-2cm)     347.9    (feet)  VERTCON   
 BX2123  ___________________________________________________________________
 BX2123  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BX2123
 BX2123  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2123
 BX2123.The horizontal coordinates were scaled from a topographic map and have
 BX2123.an estimated accuracy of +/- 6 seconds.
 BX2123
 BX2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2123.The vertical order pertains to the NGVD 29 superseded value.
 BX2123
 BX2123.The geoid height was determined by GEOID03.
 BX2123
 BX2123;                    North         East    Units  Estimated Accuracy
 BX2123;SPC TX C     - 3,168,650.    1,306,460.      MT  (+/- 180 meters Scaled)
 BX2123
 BX2123                          SUPERSEDED SURVEY CONTROL
 BX2123
 BX2123  NGVD 29 (??/??/??)  106.025  (m)          347.85   (f) ADJUSTED    1 2
 BX2123
 BX2123.Superseded values are not recommended for survey control.
 BX2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2123.See file dsdata.txt to determine how the superseded data were derived.
 BX2123
 BX2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ067335(NAD 83)
 BX2123_MARKER: DB = BENCH MARK DISK
 BX2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2123_STAMPING: F 91 1932
 BX2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2123+STABILITY: SURFACE MOTION
 BX2123
 BX2123  HISTORY     - Date     Condition        Report By
 BX2123  HISTORY     - 1932     MONUMENTED       CGS
 BX2123  HISTORY     - 1952     GOOD             CGS
 BX2123  HISTORY     - 1979     MARK NOT FOUND   NGS
 BX2123  HISTORY     - 1979     GOOD             USGS
 BX2123
 BX2123                          STATION DESCRIPTION
 BX2123
 BX2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2123'7.3 MI N FROM JASPER.
 BX2123'7.3 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BX2123'THE STATION AT JASPER, 2 1/2 POLES NORTH OF MILEPOST 81, 177 FEET EAST
 BX2123'OF THE CENTER LINE OF A WOODS ROAD, 135 FEET SOUTH OF WOODEN CULVERT
 BX2123'81 A, 50.4 FEET WEST OF THE WEST RAIL, 34.5 FEET SOUTHWEST OF A
 BX2123'TELEPHONE POLE, 1.9 FEET WEST OF A FENCE, 1 FOOT EAST OF A WITNESS
 BX2123'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 BX2123'THE GROUND.
 BX2123
 BX2123                          STATION RECOVERY (1979)
 BX2123
 BX2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2123'MARK NOT FOUND.
 BX2123
 BX2123                          STATION RECOVERY (1979)
 BX2123
 BX2123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BX2123'7.3 MILES NORTH ALONG THE AT AND SF RAILWAY FROM THE STATION AT
 BX2123'JASPER, JASPER COUNTY, 135 FEET SOUTH OF WOODEN CULVERT 81 A, 50.4
 BX2123'FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 BX2123'POST. A STANDARD DISK, STAMPED F 91 1932 AND SET IN THE TOP OF A
 BX2123'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1602 ***********************************************************************
 CS1602  DESIGNATION -  F 910
 CS1602  PID         -  CS1602
 CS1602  STATE/COUNTY-  TX/TARRANT
 CS1602  USGS QUAD   -  LAKE WORTH (1982)
 CS1602
 CS1602                         *CURRENT SURVEY CONTROL
 CS1602  ___________________________________________________________________
 CS1602* NAD 83(1986)-  32 45 36.     (N)    097 23 30.     (W)     SCALED    
 CS1602* NAVD 88     -       169.523  (meters)     556.18   (feet)  POSTED    
 CS1602  ___________________________________________________________________
 CS1602  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CS1602  DYNAMIC HT  -         169.320 (meters)     555.51  (feet)  COMP
 CS1602  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 CS1602
 CS1602  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CS1602
 CS1602.The horizontal coordinates were scaled from a topographic map and have
 CS1602.an estimated accuracy of +/- 6 seconds.
 CS1602
 CS1602.The orthometric height was determined by differential leveling
 CS1602.and adjusted by the National Geodetic Survey in 1992..
 CS1602.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CS1602.rate of 0.0 thru 1.0 mm/km.
 CS1602
 CS1602.The geoid height was determined by GEOID03.
 CS1602
 CS1602.The dynamic height is computed by dividing the NAVD 88
 CS1602.geopotential number by the normal gravity value computed on the
 CS1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1602.degrees latitude (g = 980.6199 gals.).
 CS1602
 CS1602.The modeled gravity was interpolated from observed gravity values.
 CS1602
 CS1602;                    North         East    Units  Estimated Accuracy
 CS1602;SPC TXNC     - 2,121,790.      703,840.      MT  (+/- 180 meters Scaled)
 CS1602
 CS1602                          SUPERSEDED SURVEY CONTROL
 CS1602
 CS1602  NGVD 29 (??/??/92)  169.526  (m)          556.19   (f) ADJ UNCH    1 2
 CS1602
 CS1602.Superseded values are not recommended for survey control.
 CS1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1602.See file dsdata.txt to determine how the superseded data were derived.
 CS1602
 CS1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB506258(NAD 83)
 CS1602_MARKER: DB = BENCH MARK DISK
 CS1602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1602_SP_SET: CULVERT
 CS1602_STAMPING: F 910 1945 556.187
 CS1602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1602
 CS1602  HISTORY     - Date     Condition        Report By
 CS1602  HISTORY     - 1945     MONUMENTED       CGS
 CS1602  HISTORY     - 1956     GOOD             NGS
 CS1602  HISTORY     - 1989     POOR             USPSQD
 CS1602  HISTORY     - 19960217 GOOD             USPSQD
 CS1602  HISTORY     - 20010217 GOOD             USPSQD
 CS1602  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1602
 CS1602                          STATION DESCRIPTION
 CS1602
 CS1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1602'IN FORT WORTH.
 CS1602'3.5 MILES WEST FROM THE COUNTY COURT HOUSE IN FORT WORTH, AT THE
 CS1602'INTERSECTION OF WHITE SETTLEMENT ROAD AND CHURCHILL STREET, ABOUTT 100
 CS1602'FEET NORTH OF WHITE SETTLEMENT ROAD AND ACROSS CHURCHILL STREET WEST
 CS1602'FROM A SMALL LIQUOR STORE, A RUSTED IRON DISK STAMPED F 910 1945
 CS1602'ELV.556.187 IN THE CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT
 CS1602'UNDER CHURCHILL STREET.
 CS1602
 CS1602                          STATION RECOVERY (1989)
 CS1602
 CS1602'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCS)
 CS1602'MARK RECOVERED IN POOR CONDITION.
 CS1602
 CS1602                          STATION RECOVERY (1996)
 CS1602
 CS1602'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1602'RECOVERED IN GOOD CONDITION.
 CS1602
 CS1602                          STATION RECOVERY (2001)
 CS1602
 CS1602'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS1602'RECOVERED IN GOOD CONDITION.
 CS1602
 CS1602                          STATION RECOVERY (2004)
 CS1602
 CS1602'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS1602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1163 ***********************************************************************
 CS1163  DESIGNATION -  F 911
 CS1163  PID         -  CS1163
 CS1163  STATE/COUNTY-  TX/DALLAS
 CS1163  USGS QUAD   -  IRVING (1981)
 CS1163
 CS1163                         *CURRENT SURVEY CONTROL
 CS1163  ___________________________________________________________________
 CS1163* NAD 83(1986)-  32 51 09.     (N)    096 52 35.     (W)     SCALED    
 CS1163* NAVD 88     -       131.870  (meters)     432.64   (feet)  ADJUSTED  
 CS1163  ___________________________________________________________________
 CS1163  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CS1163  DYNAMIC HT  -         131.720 (meters)     432.15  (feet)  COMP
 CS1163  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 CS1163
 CS1163  VERT ORDER  -  FIRST     CLASS II
 CS1163
 CS1163.The horizontal coordinates were scaled from a topographic map and have
 CS1163.an estimated accuracy of +/- 6 seconds.
 CS1163
 CS1163.The orthometric height was determined by differential leveling
 CS1163.and adjusted by the National Geodetic Survey in June 1991..
 CS1163.WARNING-Repeat measurements at this control monument indicate possible
 CS1163.vertical movement.
 CS1163
 CS1163.The geoid height was determined by GEOID03.
 CS1163
 CS1163.The dynamic height is computed by dividing the NAVD 88
 CS1163.geopotential number by the normal gravity value computed on the
 CS1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1163.degrees latitude (g = 980.6199 gals.).
 CS1163
 CS1163.The modeled gravity was interpolated from observed gravity values.
 CS1163
 CS1163;                    North         East    Units  Estimated Accuracy
 CS1163;SPC TXNC     - 2,132,670.      751,960.      MT  (+/- 180 meters Scaled)
 CS1163
 CS1163                          SUPERSEDED SURVEY CONTROL
 CS1163
 CS1163  NGVD 29 (??/??/92)  131.885  (m)          432.69   (f) ADJ UNCH    1 2
 CS1163
 CS1163.Superseded values are not recommended for survey control.
 CS1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1163.See file dsdata.txt to determine how the superseded data were derived.
 CS1163
 CS1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB987369(NAD 83)
 CS1163_MARKER: DB = BENCH MARK DISK
 CS1163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1163_SP_SET: CULVERT
 CS1163_STAMPING: F 911 1945
 CS1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1163
 CS1163  HISTORY     - Date     Condition        Report By
 CS1163  HISTORY     - 1945     MONUMENTED       CGS
 CS1163  HISTORY     - 1958     GOOD             NGS
 CS1163  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 CS1163
 CS1163                          STATION DESCRIPTION
 CS1163
 CS1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1163'0.55 MI SE FROM DALLAS.
 CS1163'ABOUT 0.1 MILE EAST ALONG NORTHWEST HIGHWAY, OR LOOP 12, FROM THE
 CS1163'TRAFFIC CIRCLE AT THE JUNCTION OF STATE HIGHWAY 114, AT THE NORTHWEST
 CS1163'EDGE OF DALLAS, THENCE ABOUT 0.45 MILES SOUTH ALONG THE
 CS1163'MISSOURI-KANSAS-TEXAS RAILROAD, 9 FEET EAST OF THE EAST RAIL, IN THE
 CS1163'TOP OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER
 CS1163'THE TRACKS, AT THE CROSSING OF A 5-POINT JUNCTION, 58 FEET EAST OF THE
 CS1163'CENTER LINE OF DENTON DRIVE, 50 FEET NORTH OF THE CENTER LINE OF
 CS1163'CULLUM LANE, AND 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 CS1163
 CS1163                          STATION RECOVERY (2005)
 CS1163
 CS1163'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS1163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0152 ***********************************************************************
 FL0152  DESIGNATION -  F 913
 FL0152  PID         -  FL0152
 FL0152  STATE/COUNTY-  TX/WHEELER
 FL0152  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0152
 FL0152                         *CURRENT SURVEY CONTROL
 FL0152  ___________________________________________________________________
 FL0152* NAD 83(1986)-  35 12 12.     (N)    100 14 55.     (W)     SCALED    
 FL0152* NAVD 88     -       697.631  (meters)    2288.81   (feet)  ADJUSTED  
 FL0152  ___________________________________________________________________
 FL0152  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0152  DYNAMIC HT  -         696.906 (meters)    2286.43  (feet)  COMP
 FL0152  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 FL0152
 FL0152  VERT ORDER  -  FIRST     CLASS II
 FL0152
 FL0152.The horizontal coordinates were scaled from a topographic map and have
 FL0152.an estimated accuracy of +/- 6 seconds.
 FL0152
 FL0152.The orthometric height was determined by differential leveling
 FL0152.and adjusted by the National Geodetic Survey in June 1991..
 FL0152
 FL0152.The geoid height was determined by GEOID03.
 FL0152
 FL0152.The dynamic height is computed by dividing the NAVD 88
 FL0152.geopotential number by the normal gravity value computed on the
 FL0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0152.degrees latitude (g = 980.6199 gals.).
 FL0152
 FL0152.The modeled gravity was interpolated from observed gravity values.
 FL0152
 FL0152;                    North         East    Units  Estimated Accuracy
 FL0152;SPC TX N     - 1,134,220.      313,940.      MT  (+/- 180 meters Scaled)
 FL0152
 FL0152                          SUPERSEDED SURVEY CONTROL
 FL0152
 FL0152  NGVD 29 (??/??/92)  697.33   (m)         2287.8    (f) COMPUTED    1 2
 FL0152
 FL0152.Superseded values are not recommended for survey control.
 FL0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0152.See file dsdata.txt to determine how the superseded data were derived.
 FL0152
 FL0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD863963(NAD 83)
 FL0152_MARKER: DB = BENCH MARK DISK
 FL0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0152_SP_SET: CULVERT
 FL0152_STAMPING: F 913 1955
 FL0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0152
 FL0152  HISTORY     - Date     Condition        Report By
 FL0152  HISTORY     - 1955     MONUMENTED       CGS
 FL0152
 FL0152                          STATION DESCRIPTION
 FL0152
 FL0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FL0152'0.85 MI S FROM SHAMROCK.
 FL0152'0.15 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0152'FROM THE STATION AT SHAMROCK, THENCE 0.7 MILE SOUTH ALONG U.S. HIGHWAY
 FL0152'83, 112 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONOCO SERVICE
 FL0152'STATION, 44 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 FL0152'TOP OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2065 ***********************************************************************
 CS2065  DESIGNATION -  F 914
 CS2065  PID         -  CS2065
 CS2065  STATE/COUNTY-  TX/HILL
 CS2065  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2065
 CS2065                         *CURRENT SURVEY CONTROL
 CS2065  ___________________________________________________________________
 CS2065* NAD 83(1986)-  32 01 23.     (N)    097 02 45.     (W)     SCALED    
 CS2065* NAVD 88     -       230.619  (meters)     756.62   (feet)  ADJUSTED  
 CS2065  ___________________________________________________________________
 CS2065  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CS2065  DYNAMIC HT  -         230.335 (meters)     755.69  (feet)  COMP
 CS2065  MODELED GRAV-     979,404.5   (mgal)                       NAVD 88
 CS2065
 CS2065  VERT ORDER  -  FIRST     CLASS II
 CS2065
 CS2065.The horizontal coordinates were scaled from a topographic map and have
 CS2065.an estimated accuracy of +/- 6 seconds.
 CS2065
 CS2065.The orthometric height was determined by differential leveling
 CS2065.and adjusted by the National Geodetic Survey in June 1991..
 CS2065
 CS2065.The geoid height was determined by GEOID03.
 CS2065
 CS2065.The dynamic height is computed by dividing the NAVD 88
 CS2065.geopotential number by the normal gravity value computed on the
 CS2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2065.degrees latitude (g = 980.6199 gals.).
 CS2065
 CS2065.The modeled gravity was interpolated from observed gravity values.
 CS2065
 CS2065;                    North         East    Units  Estimated Accuracy
 CS2065;SPC TXNC     - 2,040,470.      737,370.      MT  (+/- 180 meters Scaled)
 CS2065
 CS2065                          SUPERSEDED SURVEY CONTROL
 CS2065
 CS2065  NGVD 29 (??/??/92)  230.586  (m)          756.51   (f) ADJ UNCH    1 2
 CS2065
 CS2065.Superseded values are not recommended for survey control.
 CS2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2065.See file dsdata.txt to determine how the superseded data were derived.
 CS2065
 CS2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA845446(NAD 83)
 CS2065_MARKER: DB = BENCH MARK DISK
 CS2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2065_STAMPING: F 914 1946
 CS2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2065+STABILITY: SURFACE MOTION
 CS2065
 CS2065  HISTORY     - Date     Condition        Report By
 CS2065  HISTORY     - 1946     MONUMENTED       CGS
 CS2065  HISTORY     - 1966     GOOD             NGS
 CS2065  HISTORY     - 1980     GOOD             NGS
 CS2065  HISTORY     - 19950408 GOOD             USPSQD
 CS2065
 CS2065                          STATION DESCRIPTION
 CS2065
 CS2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2065'5.7 MI E FROM HILLSBORO.
 CS2065'5.7 MILES EAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 CS2065'HILLSBORO, HILL COUNTY, 400 FEET EAST OF A SMALL HOUSE, 52 FEET NORTH
 CS2065'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A FENCE, AND 2 FEET
 CS2065'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 914
 CS2065'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CS2065'GROUND.  NOTE-- IT IS NOW UNDER THE FENCE LINE.  THE MARK IS 2.1 MILES
 CS2065'NORTHEAST ALONG STATE HIGHWAY 22 FROM WHERE STATE HIGHWAYS 22 AND 171
 CS2065'SEPARATE.
 CS2065
 CS2065                          STATION RECOVERY (1980)
 CS2065
 CS2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2065'RECOVERED IN GOOD CONDITION.
 CS2065
 CS2065                          STATION RECOVERY (1995)
 CS2065
 CS2065'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1267 ***********************************************************************
 AY1267  DESIGNATION -  F 915
 AY1267  PID         -  AY1267
 AY1267  STATE/COUNTY-  TX/MEDINA
 AY1267  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1267
 AY1267                         *CURRENT SURVEY CONTROL
 AY1267  ___________________________________________________________________
 AY1267* NAD 83(1986)-  29 21 43.     (N)    099 00 58.     (W)     SCALED    
 AY1267* NAVD 88     -       280.001  (meters)     918.64   (feet)  ADJUSTED  
 AY1267  ___________________________________________________________________
 AY1267  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AY1267  DYNAMIC HT  -         279.594 (meters)     917.30  (feet)  COMP
 AY1267  MODELED GRAV-     979,182.5   (mgal)                       NAVD 88
 AY1267
 AY1267  VERT ORDER  -  FIRST     CLASS II
 AY1267
 AY1267.The horizontal coordinates were scaled from a topographic map and have
 AY1267.an estimated accuracy of +/- 6 seconds.
 AY1267
 AY1267.The orthometric height was determined by differential leveling
 AY1267.and adjusted by the National Geodetic Survey in June 1991..
 AY1267
 AY1267.The geoid height was determined by GEOID03.
 AY1267
 AY1267.The dynamic height is computed by dividing the NAVD 88
 AY1267.geopotential number by the normal gravity value computed on the
 AY1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1267.degrees latitude (g = 980.6199 gals.).
 AY1267
 AY1267.The modeled gravity was interpolated from observed gravity values.
 AY1267
 AY1267;                    North         East    Units  Estimated Accuracy
 AY1267;SPC TXSC     - 4,169,410.      598,440.      MT  (+/- 180 meters Scaled)
 AY1267
 AY1267                          SUPERSEDED SURVEY CONTROL
 AY1267
 AY1267  NGVD 29 (??/??/92)  279.870  (m)          918.21   (f) ADJ UNCH    1 2
 AY1267
 AY1267.Superseded values are not recommended for survey control.
 AY1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1267.See file dsdata.txt to determine how the superseded data were derived.
 AY1267
 AY1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT984480(NAD 83)
 AY1267_MARKER: DB = BENCH MARK DISK
 AY1267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1267_SP_SET: FOUNDATION
 AY1267_STAMPING: F 915 1944
 AY1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1267
 AY1267  HISTORY     - Date     Condition        Report By
 AY1267  HISTORY     - 1944     MONUMENTED       CGS
 AY1267  HISTORY     - 1957     GOOD             NGS
 AY1267  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1267  HISTORY     - 19950420 MARK NOT FOUND   USPSQD
 AY1267  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 AY1267  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 AY1267
 AY1267                          STATION DESCRIPTION
 AY1267
 AY1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1267'8.0 MI E FROM HONDO.
 AY1267'ABOUT 8.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1267'STATION AT HONDO, 61 FEET NORTHWEST AND ACROSS THE TRACK FROM THE
 AY1267'TENTH POLE NORTHEAST OF MILE POST 251, 9.8 FEET NORTH OF THE NORTH
 AY1267'RAIL, 17 FEET SOUTH OF A POLE, ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 AY1267'RAIL AND SET IN THE TOP OF A 14-INCH BY 14-INCH FOUNDATION FOR A
 AY1267'SIGNAL THAT HAS BEEN REMOVED.
 AY1267
 AY1267                          STATION RECOVERY (1982)
 AY1267
 AY1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1267'MARK NOT SEARCHED FOR, OFF MAIN LEVEL LINE.
 AY1267
 AY1267                          STATION RECOVERY (1995)
 AY1267
 AY1267'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1267'MARK NOT FOUND.
 AY1267
 AY1267                          STATION RECOVERY (1997)
 AY1267
 AY1267'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1267'MARK NOT FOUND.
 AY1267
 AY1267                          STATION RECOVERY (2001)
 AY1267
 AY1267'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0121 ***********************************************************************
 AP0121  DESIGNATION -  F 916
 AP0121  PID         -  AP0121
 AP0121  STATE/COUNTY-  TX/MAVERICK
 AP0121  USGS QUAD   -  QUEMADO SE (1974)
 AP0121
 AP0121                         *CURRENT SURVEY CONTROL
 AP0121  ___________________________________________________________________
 AP0121* NAD 83(1986)-  28 51 36.     (N)    100 31 29.     (W)     SCALED    
 AP0121* NAVD 88     -       267.951  (meters)     879.10   (feet)  ADJUSTED  
 AP0121  ___________________________________________________________________
 AP0121  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AP0121  DYNAMIC HT  -         267.555 (meters)     877.80  (feet)  COMP
 AP0121  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 AP0121
 AP0121  VERT ORDER  -  FIRST     CLASS II
 AP0121
 AP0121.The horizontal coordinates were scaled from a topographic map and have
 AP0121.an estimated accuracy of +/- 6 seconds.
 AP0121
 AP0121.The orthometric height was determined by differential leveling
 AP0121.and adjusted by the National Geodetic Survey in June 1991..
 AP0121.WARNING-Repeat measurements at this control monument indicate possible
 AP0121.vertical movement.
 AP0121
 AP0121.The geoid height was determined by GEOID03.
 AP0121
 AP0121.The dynamic height is computed by dividing the NAVD 88
 AP0121.geopotential number by the normal gravity value computed on the
 AP0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0121.degrees latitude (g = 980.6199 gals.).
 AP0121
 AP0121.The modeled gravity was interpolated from observed gravity values.
 AP0121
 AP0121;                    North         East    Units  Estimated Accuracy
 AP0121;SPC TXSC     - 4,114,750.      451,250.      MT  (+/- 180 meters Scaled)
 AP0121
 AP0121                          SUPERSEDED SURVEY CONTROL
 AP0121
 AP0121  NGVD 29 (??/??/92)  267.809  (m)          878.64   (f) ADJ UNCH    1 2
 AP0121
 AP0121.Superseded values are not recommended for survey control.
 AP0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0121.See file dsdata.txt to determine how the superseded data were derived.
 AP0121
 AP0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS512934(NAD 83)
 AP0121_MARKER: DB = BENCH MARK DISK
 AP0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AP0121_SP_SET: CONCRETE FOOTING
 AP0121_STAMPING: F 916 1944
 AP0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AP0121
 AP0121  HISTORY     - Date     Condition        Report By
 AP0121  HISTORY     - 1944     MONUMENTED       CGS
 AP0121  HISTORY     - 1957     GOOD             NGS
 AP0121  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0121
 AP0121                          STATION DESCRIPTION
 AP0121
 AP0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0121'12.35 MI NW FROM EAGLE PASS.
 AP0121'4.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0121'STATION AT EAGLE PASS, THENCE 0.1 MILE NORTHWEST ACROSS A FIELD,
 AP0121'THENCE 0.9 MILE SOUTHWEST ALONG FARM ROAD 1588, THENCE 5.95 MILES
 AP0121'NORTHWEST ALONG U.S. HIGHWAY 277, THENCE 1.2 MILES NORTH ALONG AN
 AP0121'OILED ROAD, THENCE 0.1 MILE EAST ALONG 3RD STREET, AT THE FORMER SITE
 AP0121'OF EAGLE PASS ARMY AIR FIELD WHICH IS NOW AN AIRCRAFT WARNING STATION,
 AP0121'188 FEET NORTH OF THE CENTER LINE OF 3RD STREET, 74 FEET WEST OF THE
 AP0121'WEST EDGE OF A LARGE CONCRETE RAMP, MIDWAY BETWEEN TWO LARGE HANGARS,
 AP0121'53 FEET EAST OF THE NORTHEAST CORNER OF A FIRE HOUSE, 1.0 FOOT ABOVE
 AP0121'THE GROUND, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTHEAST
 AP0121'CONCRETE FOOTING OF A CONTROL TOWER WHICH HAS BEEN REMOVED.
 AP0121
 AP0121                          STATION RECOVERY (1982)
 AP0121
 AP0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0121'NOT RECOVERED, SEARCHED FOR, AIRFIELD ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0119 ***********************************************************************
 CB0119  DESIGNATION -  F 917
 CB0119  PID         -  CB0119
 CB0119  STATE/COUNTY-  TX/TOM GREEN
 CB0119  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0119
 CB0119                         *CURRENT SURVEY CONTROL
 CB0119  ___________________________________________________________________
 CB0119* NAD 83(1986)-  31 25 35.     (N)    100 25 19.     (W)     SCALED    
 CB0119* NAVD 88     -       561.244  (meters)    1841.35   (feet)  ADJUSTED  
 CB0119  ___________________________________________________________________
 CB0119  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CB0119  DYNAMIC HT  -         560.475 (meters)    1838.83  (feet)  COMP
 CB0119  MODELED GRAV-     979,252.3   (mgal)                       NAVD 88
 CB0119
 CB0119  VERT ORDER  -  FIRST     CLASS II
 CB0119
 CB0119.The horizontal coordinates were scaled from a topographic map and have
 CB0119.an estimated accuracy of +/- 6 seconds.
 CB0119
 CB0119.The orthometric height was determined by differential leveling
 CB0119.and adjusted by the National Geodetic Survey in June 1991..
 CB0119
 CB0119.The geoid height was determined by GEOID03.
 CB0119
 CB0119.The dynamic height is computed by dividing the NAVD 88
 CB0119.geopotential number by the normal gravity value computed on the
 CB0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0119.degrees latitude (g = 980.6199 gals.).
 CB0119
 CB0119.The modeled gravity was interpolated from observed gravity values.
 CB0119
 CB0119;                    North         East    Units  Estimated Accuracy
 CB0119;SPC TX C     - 3,195,080.      691,580.      MT  (+/- 180 meters Scaled)
 CB0119
 CB0119                          SUPERSEDED SURVEY CONTROL
 CB0119
 CB0119.No superseded survey control is available for this station.
 CB0119
 CB0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV648777(NAD 83)
 CB0119_MARKER: DB = BENCH MARK DISK
 CB0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0119_SP_SET: CURB
 CB0119_STAMPING: F-917 1945
 CB0119_MARK LOGO: CGS   
 CB0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0119+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 CB0119
 CB0119  HISTORY     - Date     Condition        Report By
 CB0119  HISTORY     - 1945     MONUMENTED       CGS
 CB0119  HISTORY     - 1981     GOOD             NGS
 CB0119  HISTORY     - 19991231 GOOD             USPSQD
 CB0119  HISTORY     - 20031128 GOOD             USPSQD
 CB0119
 CB0119                          STATION DESCRIPTION
 CB0119
 CB0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CB0119'2.7 MI SE FROM SAN ANGELO.
 CB0119'2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 AND 277 FROM THE PANHANDLE
 CB0119'AND SANTA FE RAILWAY STATION AT SAN ANGELO, 0.1 MILE NORTH OF THE
 CB0119'JUNCTION OF U.S. HIGHWAY 87 AND U.S. HIGHWAY 277, 120 FEET SOUTHEAST
 CB0119'OF THE WHITE WAY SERVICE STATION, 18 FEET EAST OF CENTER LINE OF
 CB0119'HIGHWAY, IN SOUTH END OF EAST CURBING OF CONCRETE BRIDGE, 10 INCHES
 CB0119'ABOVE LEVEL OF FLOOR OF BRIDGE.
 CB0119
 CB0119                          STATION RECOVERY (1981)
 CB0119
 CB0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0119'3.7 KM (2.3 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET FROM THE
 CB0119'ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE
 CB0119'0.2 KM (0.1 MI) NORTH ALONG CHRISTOVAL ROAD, IN TOP OF AND 1.8 METERS
 CB0119'(6.0 FT) NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A 6 CHANNEL
 CB0119'CONCRETE CULVERT AND 5.5 METERS (18.0 FT) EAST OF THE CENTERLINE OF
 CB0119'THE ROAD.
 CB0119'THE MARK IS 0.3 M ABOVE THE ROAD.
 CB0119
 CB0119                          STATION RECOVERY (1999)
 CB0119
 CB0119'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0119'RECOVERED IN GOOD CONDITION.
 CB0119
 CB0119                          STATION RECOVERY (2003)
 CB0119
 CB0119'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0552 ***********************************************************************
 CT0552  DESIGNATION -  F 918
 CT0552  PID         -  CT0552
 CT0552  STATE/COUNTY-  TX/TAYLOR
 CT0552  USGS QUAD   -  ABILENE WEST (1987)
 CT0552
 CT0552                         *CURRENT SURVEY CONTROL
 CT0552  ___________________________________________________________________
 CT0552* NAD 83(1986)-  32 25 17.     (N)    099 51 44.     (W)     SCALED    
 CT0552* NAVD 88     -       545.418  (meters)    1789.43   (feet)  ADJUSTED  
 CT0552  ___________________________________________________________________
 CT0552  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CT0552  DYNAMIC HT  -         544.708 (meters)    1787.10  (feet)  COMP
 CT0552  MODELED GRAV-     979,319.5   (mgal)                       NAVD 88
 CT0552
 CT0552  VERT ORDER  -  FIRST     CLASS II
 CT0552
 CT0552.The horizontal coordinates were scaled from a topographic map and have
 CT0552.an estimated accuracy of +/- 6 seconds.
 CT0552
 CT0552.The orthometric height was determined by differential leveling
 CT0552.and adjusted by the National Geodetic Survey in June 1991..
 CT0552.WARNING-Repeat measurements at this control monument indicate possible
 CT0552.vertical movement.
 CT0552
 CT0552.The geoid height was determined by GEOID03.
 CT0552
 CT0552.The dynamic height is computed by dividing the NAVD 88
 CT0552.geopotential number by the normal gravity value computed on the
 CT0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0552.degrees latitude (g = 980.6199 gals.).
 CT0552
 CT0552.The modeled gravity was interpolated from observed gravity values.
 CT0552
 CT0552;                    North         East    Units  Estimated Accuracy
 CT0552;SPC TXNC     - 2,084,520.      471,880.      MT  (+/- 180 meters Scaled)
 CT0552
 CT0552                          SUPERSEDED SURVEY CONTROL
 CT0552
 CT0552  NGVD 29 (??/??/92)  545.247  (m)         1788.86   (f) ADJ UNCH    1 2
 CT0552
 CT0552.Superseded values are not recommended for survey control.
 CT0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0552.See file dsdata.txt to determine how the superseded data were derived.
 CT0552
 CT0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA189874(NAD 83)
 CT0552_MARKER: DB = BENCH MARK DISK
 CT0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0552_SP_SET: APRON
 CT0552_STAMPING: F 918 1945
 CT0552_MARK LOGO: CGS   
 CT0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT0552+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2005
 CT0552
 CT0552  HISTORY     - Date     Condition        Report By
 CT0552  HISTORY     - 1945     MONUMENTED       CGS
 CT0552  HISTORY     - 1956     GOOD             NGS
 CT0552  HISTORY     - 19990531 GOOD             LOCENG
 CT0552  HISTORY     - 20050128 GOOD             ORBITE
 CT0552
 CT0552                          STATION DESCRIPTION
 CT0552
 CT0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0552'2.6 MI S FROM TYE.
 CT0552'0.05 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0552'OFFICE AT TYE, THENCE 2.25 MILES SOUTH ALONG FARM ROAD 707, THENCE 0.3
 CT0552'MILE SOUTHEAST ALONG A GRAVELED ROAD, 13.7 FEET WEST OF THE NORTHEAST
 CT0552'CORNER OF AN ABANDONED HANGAR AT TYE AIR FORCE BASE, AT THE NORTH SIDE
 CT0552'OF THE HANGAR, SET IN THE TOP OF A CONCRETE APRON.
 CT0552
 CT0552                          STATION RECOVERY (1999)
 CT0552
 CT0552'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999
 CT0552'RECOVERED IN GOOD CONDITION.  NOTE--TYE AIR FORCE BASE NO LONGER
 CT0552'EXIST.  IT IS PART OF DYESS AIR FORCE BASE IN ABILENE, TEXAS.  PASSES
 CT0552'ARE AVAILABLE AT MAIN GATE, HOWEVER, STATION IS LOCATED ON SOUTHWEST
 CT0552'CORNER OF AIR FIELD, THEREFORE YOU MUST OBTAIN A FLIGHT LINE PASS FROM
 CT0552'BASE OPERATIONS.  THIS AREA OF AIR FIELD IS A SUPPLY DROP ZONE. YOU
 CT0552'MUST HAVE A MILITARY ESCORT AND RADIO CONTACT WITH CONTROL TOWER.
 CT0552'GOOD FOR GPS OBSERVATIONS.
 CT0552
 CT0552                          STATION RECOVERY (2005)
 CT0552
 CT0552'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 CT0552'ALL OF THE PREVIOUS WARNINGS ABOUT REQUIRING AN AIRFIELD ESCORT APPLY.
 CT0552'ONLY THE FOUNDATION AND CONCRETE SLAB REMAIN OF THE HANGER BUILDING.
 CT0552'THE CURRENT CONTROL TOWER BEARS N 85  E, 0.9 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0817 ***********************************************************************
 AH0817  DESIGNATION -  F 919
 AH0817  PID         -  AH0817
 AH0817  STATE/COUNTY-  TX/NUECES
 AH0817  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0817
 AH0817                         *CURRENT SURVEY CONTROL
 AH0817  ___________________________________________________________________
 AH0817* NAD 83(1986)-  27 39 27.     (N)    097 41 06.     (W)     SCALED    
 AH0817* NAVD 88     -        15.208  (meters)      49.89   (feet)  ADJUSTED  
 AH0817  ___________________________________________________________________
 AH0817  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AH0817  DYNAMIC HT  -          15.184 (meters)      49.82  (feet)  COMP
 AH0817  MODELED GRAV-     979,111.5   (mgal)                       NAVD 88
 AH0817
 AH0817  VERT ORDER  -  SECOND    CLASS 0
 AH0817
 AH0817.The horizontal coordinates were scaled from a topographic map and have
 AH0817.an estimated accuracy of +/- 6 seconds.
 AH0817
 AH0817.The orthometric height was determined by differential leveling
 AH0817.and adjusted by the National Geodetic Survey in June 1991..
 AH0817
 AH0817.The geoid height was determined by GEOID03.
 AH0817
 AH0817.The dynamic height is computed by dividing the NAVD 88
 AH0817.geopotential number by the normal gravity value computed on the
 AH0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0817.degrees latitude (g = 980.6199 gals.).
 AH0817
 AH0817.The modeled gravity was interpolated from observed gravity values.
 AH0817
 AH0817;                    North         East    Units  Estimated Accuracy
 AH0817;SPC TX S     - 5,220,830.      380,410.      MT  (+/- 180 meters Scaled)
 AH0817
 AH0817                          SUPERSEDED SURVEY CONTROL
 AH0817
 AH0817  NGVD 29 (??/??/92)   15.343  (m)           50.34   (f) ADJ UNCH    2 0
 AH0817
 AH0817.Superseded values are not recommended for survey control.
 AH0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0817.See file dsdata.txt to determine how the superseded data were derived.
 AH0817
 AH0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR297599(NAD 83)
 AH0817_MARKER: DB = BENCH MARK DISK
 AH0817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0817_SP_SET: CULVERT
 AH0817_STAMPING: F 919 1945
 AH0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0817
 AH0817  HISTORY     - Date     Condition        Report By
 AH0817  HISTORY     - 1945     MONUMENTED       CGS
 AH0817  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0817
 AH0817                          STATION DESCRIPTION
 AH0817
 AH0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0817'5.0 MI SE FROM DRISCOLL.
 AH0817'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 96 AND THE PAVED ROAD
 AH0817'TO PETRONILLA AT DRISCOLL, BY GOING EAST ALONG THE PAVED ROAD TOWARDS
 AH0817'PETRONILLA 4.2 MILES, THENCE SOUTH 1.0 MILE TO OUTLYING LANDING FIELD
 AH0817'34 AND MARK SITE.  BENCH MARK IS 129 FEET SOUTH OF THE WIND SOCK, 27
 AH0817'FEET WEST OF CENTER LINE OF ROAD, 15 FEET EAST OF GATE, IN THE NORTH
 AH0817'HEADWALL OF CONCRETE CULVERT, ABOUT LEVEL WITH ROAD.
 AH0817
 AH0817                          STATION RECOVERY (1969)
 AH0817
 AH0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0008 ***********************************************************************
 BY0008  DESIGNATION -  F 92
 BY0008  PID         -  BY0008
 BY0008  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0008  USGS QUAD   -  SAN AUGUSTINE EAST (1984)
 BY0008
 BY0008                         *CURRENT SURVEY CONTROL
 BY0008  ___________________________________________________________________
 BY0008* NAD 83(1986)-  31 35 26.     (N)    094 06 40.     (W)     SCALED    
 BY0008* NAVD 88     -       111.36   (+/-2cm)     365.4    (feet)  VERTCON   
 BY0008  ___________________________________________________________________
 BY0008  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY0008
 BY0008  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0008
 BY0008.The horizontal coordinates were scaled from a topographic map and have
 BY0008.an estimated accuracy of +/- 6 seconds.
 BY0008
 BY0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0008.The vertical order pertains to the NGVD 29 superseded value.
 BY0008
 BY0008.The geoid height was determined by GEOID03.
 BY0008
 BY0008;                    North         East    Units  Estimated Accuracy
 BY0008;SPC TX C     - 3,229,790.    1,290,210.      MT  (+/- 180 meters Scaled)
 BY0008
 BY0008                          SUPERSEDED SURVEY CONTROL
 BY0008
 BY0008  NGVD 29 (??/??/92)  111.396  (m)          365.47   (f) ADJ UNCH    1 2
 BY0008
 BY0008.Superseded values are not recommended for survey control.
 BY0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0008.See file dsdata.txt to determine how the superseded data were derived.
 BY0008
 BY0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ945955(NAD 83)
 BY0008_MARKER: DB = BENCH MARK DISK
 BY0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0008+STABILITY: SURFACE MOTION
 BY0008
 BY0008  HISTORY     - Date     Condition        Report By
 BY0008  HISTORY     - UNK      MONUMENTED       CGS
 BY0008  HISTORY     - 1932     GOOD             NGS
 BY0008  HISTORY     - 1934     GOOD             NGS
 BY0008  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0008
 BY0008                          STATION DESCRIPTION
 BY0008
 BY0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0008'IN BLANDLAKE.
 BY0008'ON THE G.C. AND S.F.R.R., 50 FEET EAST OF THE TRACK, 4 1/2 RAILS SOUTH
 BY0008'OF THE SIDING SWITCH, 4 POLES NORTH OF THE STATION AT BLANDLAKE, 7
 BY0008'POLES SOUTH OF MILE POLE NO. 125.
 BY0008
 BY0008                          STATION RECOVERY (1934)
 BY0008
 BY0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0008'RECOVERED IN GOOD CONDITION.
 BY0008
 BY0008                          STATION RECOVERY (1979)
 BY0008
 BY0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0633 ***********************************************************************
 AH0633  DESIGNATION -  F 920
 AH0633  PID         -  AH0633
 AH0633  STATE/COUNTY-  TX/KLEBERG
 AH0633  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH0633
 AH0633                         *CURRENT SURVEY CONTROL
 AH0633  ___________________________________________________________________
 AH0633* NAD 83(1986)-  27 29 42.     (N)    097 30 49.     (W)     SCALED    
 AH0633* NAVD 88     -         4.723  (meters)      15.50   (feet)  ADJUSTED  
 AH0633  ___________________________________________________________________
 AH0633  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AH0633  DYNAMIC HT  -           4.716 (meters)      15.47  (feet)  COMP
 AH0633  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 AH0633
 AH0633  VERT ORDER  -  SECOND    CLASS 0
 AH0633
 AH0633.The horizontal coordinates were scaled from a topographic map and have
 AH0633.an estimated accuracy of +/- 6 seconds.
 AH0633
 AH0633.The orthometric height was determined by differential leveling
 AH0633.and adjusted by the National Geodetic Survey in June 1991..
 AH0633
 AH0633.The geoid height was determined by GEOID03.
 AH0633
 AH0633.The dynamic height is computed by dividing the NAVD 88
 AH0633.geopotential number by the normal gravity value computed on the
 AH0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0633.degrees latitude (g = 980.6199 gals.).
 AH0633
 AH0633.The modeled gravity was interpolated from observed gravity values.
 AH0633
 AH0633;                    North         East    Units  Estimated Accuracy
 AH0633;SPC TX S     - 5,202,950.      397,460.      MT  (+/- 180 meters Scaled)
 AH0633
 AH0633                          SUPERSEDED SURVEY CONTROL
 AH0633
 AH0633  NGVD 29 (??/??/92)    4.852  (m)           15.92   (f) ADJ UNCH    2 0
 AH0633
 AH0633.Superseded values are not recommended for survey control.
 AH0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0633.See file dsdata.txt to determine how the superseded data were derived.
 AH0633
 AH0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR468421(NAD 83)
 AH0633_MARKER: DB = BENCH MARK DISK
 AH0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0633_SP_SET: CULVERT
 AH0633_STAMPING: F 920 1945
 AH0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0633
 AH0633  HISTORY     - Date     Condition        Report By
 AH0633  HISTORY     - 1945     MONUMENTED       CGS
 AH0633  HISTORY     - 1949     GOOD             NGS
 AH0633
 AH0633                          STATION DESCRIPTION
 AH0633
 AH0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0633'3.0 MI S FROM LAURELES RANCH.
 AH0633'LOCATED ON THE KING RANCH, 3 MI. S. OF LAURELES RANCH HEADQUARTERS. TO
 AH0633'REACH FROM LAURELES RANCH HEADQUARTERS, PROCEED SE 0.4 MI. ALONG
 AH0633'HARD-SURFACED ROAD TO ROAD FORK, THENCE S. 3.1 MI. ALONG ROCK-SURFACED
 AH0633'ROAD TO CULVERT AND VICINITY OF MARK.  BENCH MARK IS 1 MI. SSW OF
 AH0633'MUJERES GRANDES WINDMILL, ABOUT 0.2 MI. S. OF INTERSECTION OF OLD
 AH0633'ABANDONED ROAD, ABOUT 0.9 MI. N. OF FIELD 14, 18 FT. W. OF CENTERLINE
 AH0633'OF THE ROCK ROAD.  MARK IS A STANDARD DISK STAMPED F 920 1945, SET IN
 AH0633'A DRILL HOLE IN THE W. CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1315 ***********************************************************************
 CS1315  DESIGNATION -  F 921
 CS1315  PID         -  CS1315
 CS1315  STATE/COUNTY-  TX/DALLAS
 CS1315  USGS QUAD   -  ADDISON (1981)
 CS1315
 CS1315                         *CURRENT SURVEY CONTROL
 CS1315  ___________________________________________________________________
 CS1315* NAD 83(1986)-  32 57 13.     (N)    096 48 34.     (W)     SCALED    
 CS1315* NAVD 88     -       171.003  (meters)     561.03   (feet)  ADJUSTED  
 CS1315  ___________________________________________________________________
 CS1315  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CS1315  DYNAMIC HT  -         170.810 (meters)     560.40  (feet)  COMP
 CS1315  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 CS1315
 CS1315  VERT ORDER  -  SECOND    CLASS 0
 CS1315
 CS1315.The horizontal coordinates were scaled from a topographic map and have
 CS1315.an estimated accuracy of +/- 6 seconds.
 CS1315
 CS1315.The orthometric height was determined by differential leveling
 CS1315.and adjusted by the National Geodetic Survey in June 1991..
 CS1315
 CS1315.The geoid height was determined by GEOID03.
 CS1315
 CS1315.The dynamic height is computed by dividing the NAVD 88
 CS1315.geopotential number by the normal gravity value computed on the
 CS1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1315.degrees latitude (g = 980.6199 gals.).
 CS1315
 CS1315.The modeled gravity was interpolated from observed gravity values.
 CS1315
 CS1315;                    North         East    Units  Estimated Accuracy
 CS1315;SPC TXNC     - 2,143,980.      758,040.      MT  (+/- 180 meters Scaled)
 CS1315
 CS1315                          SUPERSEDED SURVEY CONTROL
 CS1315
 CS1315  NGVD 29 (??/??/92)  171.00   (m)          561.0    (f) COMPUTED    2 0
 CS1315
 CS1315.Superseded values are not recommended for survey control.
 CS1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1315.See file dsdata.txt to determine how the superseded data were derived.
 CS1315
 CS1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB047482(NAD 83)
 CS1315_MARKER: DB = BENCH MARK DISK
 CS1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1315_STAMPING: F 921 1946
 CS1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1315+STABILITY: SURFACE MOTION
 CS1315
 CS1315  HISTORY     - Date     Condition        Report By
 CS1315  HISTORY     - 1946     MONUMENTED       CGS
 CS1315  HISTORY     - 1959     MARK NOT FOUND   NGS
 CS1315  HISTORY     - 19910615 MARK NOT FOUND   USPSQD
 CS1315
 CS1315                          STATION DESCRIPTION
 CS1315
 CS1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1315'0.9 MI E FROM ADDISON.
 CS1315'0.9 MILE EAST ALONG THE BELT LINE ROAD FROM THE GRADE SCHOOL AT
 CS1315'ADDISON.  AT A T ROAD JUNCTION OF THE BELT LINE ROAD AND A ROAD
 CS1315'RUNNING SOUTH, 41 FEET SOUTHEAST OF THE INTERSECTION OF THE CENTER
 CS1315'LINES OF THE TWO ROADS, 36 FEET SOUTH OF THE CENTER LINE OF THE BELT
 CS1315'LINE ROAD, 25 FEET EAST THE CENTER LINE OF THE ROAD RUNNING SOUTH, 1
 CS1315'FOOT WEST OF A WIRE FENCE, 2.5 FEET NORTH OF A WHITE 4X4 MARKER POST.
 CS1315'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 CS1315
 CS1315                          STATION RECOVERY (1959)
 CS1315
 CS1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CS1315'MARK NOT FOUND.
 CS1315
 CS1315                          STATION RECOVERY (1991)
 CS1315
 CS1315'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0403 ***********************************************************************
 DN0403  DESIGNATION -  F 923
 DN0403  PID         -  DN0403
 DN0403  STATE/COUNTY-  TX/COLLIN
 DN0403  USGS QUAD   -  PLANO (1973)
 DN0403
 DN0403                         *CURRENT SURVEY CONTROL
 DN0403  ___________________________________________________________________
 DN0403* NAD 83(1993)-  33 05 27.15501(N)    096 40 08.05314(W)     ADJUSTED  
 DN0403* NAVD 88     -       198.871  (meters)     652.46   (feet)  ADJUSTED  
 DN0403  ___________________________________________________________________
 DN0403  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 DN0403  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 DN0403  DYNAMIC HT  -         198.653 (meters)     651.75  (feet)  COMP
 DN0403  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 DN0403
 DN0403  HORZ ORDER  -  THIRD
 DN0403  VERT ORDER  -  SECOND    CLASS 0
 DN0403
 DN0403.The horizontal coordinates were established by classical geodetic methods
 DN0403.and adjusted by the National Geodetic Survey in February 1996..
 DN0403
 DN0403.The orthometric height was determined by differential leveling
 DN0403.and adjusted by the National Geodetic Survey in June 1991..
 DN0403
 DN0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0403
 DN0403.The geoid height was determined by GEOID03.
 DN0403
 DN0403.The dynamic height is computed by dividing the NAVD 88
 DN0403.geopotential number by the normal gravity value computed on the
 DN0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0403.degrees latitude (g = 980.6199 gals.).
 DN0403
 DN0403.The modeled gravity was interpolated from observed gravity values.
 DN0403
 DN0403;                    North         East     Units Scale Factor Converg.
 DN0403;SPC TXNC     - 2,159,419.863   770,915.808   MT  0.99987286   +0 59 55.2
 DN0403;SPC TXNC     - 7,084,696.67  2,529,246.28   sFT  0.99987286   +0 59 55.2
 DN0403;UTM  14      - 3,663,778.736   717,562.223   MT  1.00018364   +1 16 23.5
 DN0403
 DN0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0403!SPC TXNC     -   0.99997284  x   0.99987286  =   0.99984570
 DN0403!UTM  14      -   0.99997284  x   1.00018364  =   1.00015647
 DN0403
 DN0403                          SUPERSEDED SURVEY CONTROL
 DN0403
 DN0403  NAD 83(1993)-  33 05 27.15618(N)    096 40 08.04790(W) AD(       ) 3
 DN0403  NAD 83(1986)-  33 05 27.16193(N)    096 40 08.03867(W) AD(       ) 3
 DN0403  NAD 27      -  33 05 26.74000(N)    096 40 07.06000(W) AD(       ) 3
 DN0403  NGVD 29 (??/??/92)  198.882  (m)          652.50   (f) ADJ UNCH    2 0
 DN0403
 DN0403.Superseded values are not recommended for survey control.
 DN0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0403.See file dsdata.txt to determine how the superseded data were derived.
 DN0403
 DN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1756263779(NAD 83)
 DN0403_MARKER: DB = BENCH MARK DISK
 DN0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0403_STAMPING: F 923 1946
 DN0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0403+STABILITY: SURFACE MOTION
 DN0403
 DN0403  HISTORY     - Date     Condition        Report By
 DN0403  HISTORY     - 1950     MONUMENTED       CGS
 DN0403  HISTORY     - 1960     GOOD             NGS
 DN0403  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN0403  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0403
 DN0403                          STATION DESCRIPTION
 DN0403
 DN0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CL)
 DN0403'STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF PLANO,
 DN0403'9 MILES SOUTH-SOUTHWEST OF MC KINNEY AND 9 MILES NORTHWEST
 DN0403'OF WYLIE.  ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 75.  IT IS
 DN0403'50 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY,
 DN0403'AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 DN0403'
 DN0403'THE MARK IS A 6 BY 6 INCH CONCRETE POST THAT PROJECTS ABOUT
 DN0403'6 INCHES WITH A STANDARD U.S. C. AND G. S. BENCH MARK DISC
 DN0403'IN THE TOP THAT IS STAMPED, F 923 1946.
 DN0403'
 DN0403'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 DN0403'75 AND MAIN STREET IN PLANO, BY GOING NORTHERLY ON U.S. HIGHWAY
 DN0403'75 FOR 3.1 MILES TO TRIANGULATION STATION ALLEN ON THE RIGHT.
 DN0403'THENCE CONTINUE NORTHERLY FOR 0.3 MILE TO THE MARK ON THE
 DN0403'LEFT AS DESCRIBED ABOVE.
 DN0403
 DN0403                          STATION RECOVERY (1960)
 DN0403
 DN0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DN0403'5.8 MI N FROM PLANO.
 DN0403'5.8 MILES NORTH ALONG TEXAS HIGHWAY 5 FROM THE CITY HALL AT PLANO, IN
 DN0403'THE EAST EDGE OF A CULTIVATED FIELD, 49.8 FEET WEST OF THE CENTERLINE
 DN0403'OF THE HIGHWAY, 3.3 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER, AND
 DN0403'1.8 FEET NORTH OF A REFERENCE POST.  A STANDARD DISK, STAMPED F 923
 DN0403'1946 AND SET IN THE TOP OF A CONCRETE POST.
 DN0403
 DN0403                          STATION RECOVERY (1994)
 DN0403
 DN0403'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0403'MARK NOT FOUND.
 DN0403
 DN0403                          STATION RECOVERY (2005)
 DN0403
 DN0403'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0247 ***********************************************************************
 DN0247  DESIGNATION -  F 925
 DN0247  PID         -  DN0247
 DN0247  STATE/COUNTY-  TX/COLLIN
 DN0247  USGS QUAD   -  CULLEOKA (1973)
 DN0247
 DN0247                         *CURRENT SURVEY CONTROL
 DN0247  ___________________________________________________________________
 DN0247* NAD 83(1986)-  33 07 37.     (N)    096 23 33.     (W)     SCALED    
 DN0247* NAVD 88     -       157.095  (meters)     515.40   (feet)  ADJUSTED  
 DN0247  ___________________________________________________________________
 DN0247  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DN0247  DYNAMIC HT  -         156.924 (meters)     514.84  (feet)  COMP
 DN0247  MODELED GRAV-     979,543.0   (mgal)                       NAVD 88
 DN0247
 DN0247  VERT ORDER  -  SECOND    CLASS 0
 DN0247
 DN0247.The horizontal coordinates were scaled from a topographic map and have
 DN0247.an estimated accuracy of +/- 6 seconds.
 DN0247
 DN0247.The orthometric height was determined by differential leveling
 DN0247.and adjusted by the National Geodetic Survey in June 1991..
 DN0247
 DN0247.The geoid height was determined by GEOID03.
 DN0247
 DN0247.The dynamic height is computed by dividing the NAVD 88
 DN0247.geopotential number by the normal gravity value computed on the
 DN0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0247.degrees latitude (g = 980.6199 gals.).
 DN0247
 DN0247.The modeled gravity was interpolated from observed gravity values.
 DN0247
 DN0247;                    North         East    Units  Estimated Accuracy
 DN0247;SPC TXNC     - 2,163,900.      796,630.      MT  (+/- 180 meters Scaled)
 DN0247
 DN0247                          SUPERSEDED SURVEY CONTROL
 DN0247
 DN0247  NGVD 29 (??/??/92)  157.110  (m)          515.45   (f) ADJ UNCH    2 0
 DN0247
 DN0247.Superseded values are not recommended for survey control.
 DN0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0247.See file dsdata.txt to determine how the superseded data were derived.
 DN0247
 DN0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB432683(NAD 83)
 DN0247_MARKER: DB = BENCH MARK DISK
 DN0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0247_STAMPING: F 925 1946
 DN0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0247+STABILITY: SURFACE MOTION
 DN0247
 DN0247  HISTORY     - Date     Condition        Report By
 DN0247  HISTORY     - 1946     MONUMENTED       CGS
 DN0247  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0247  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0247
 DN0247                          STATION DESCRIPTION
 DN0247
 DN0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0247'3.1 MI SW FROM FARMERSVILLE.
 DN0247'3.1 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 DN0247'FROM THE STATION AT FARMERSVILLE.  350 FEET SOUTH OF A RAILROAD
 DN0247'CROSSING, 3 POLES SOUTH OF MILE POST 88, 136 FEET SOUTHWEST OF THE
 DN0247'SOUTHWEST CORNER OF BRIDGE NUMBER 87 C, 30.2 FEET WEST OF THE WEST
 DN0247'RAIL, 5 FEET SOUTH OF A TELEPHONE POLE, 3.5 FEET NORTH OF A REFERENCE
 DN0247'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0247
 DN0247                          STATION RECOVERY (1994)
 DN0247
 DN0247'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0247'MARK NOT FOUND.
 DN0247
 DN0247                          STATION RECOVERY (2005)
 DN0247
 DN0247'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0147 ***********************************************************************
 DN0147  DESIGNATION -  F 926
 DN0147  PID         -  DN0147
 DN0147  STATE/COUNTY-  TX/HUNT
 DN0147  USGS QUAD   -  GREENVILLE NE (1963)
 DN0147
 DN0147                         *CURRENT SURVEY CONTROL
 DN0147  ___________________________________________________________________
 DN0147* NAD 83(1986)-  33 08 08.     (N)    096 07 22.     (W)     SCALED    
 DN0147* NAVD 88     -       173.715  (meters)     569.93   (feet)  ADJUSTED  
 DN0147  ___________________________________________________________________
 DN0147  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DN0147  DYNAMIC HT  -         173.526 (meters)     569.31  (feet)  COMP
 DN0147  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 DN0147
 DN0147  VERT ORDER  -  FIRST     CLASS II
 DN0147
 DN0147.The horizontal coordinates were scaled from a topographic map and have
 DN0147.an estimated accuracy of +/- 6 seconds.
 DN0147
 DN0147.The orthometric height was determined by differential leveling
 DN0147.and adjusted by the National Geodetic Survey in June 1991..
 DN0147
 DN0147.The geoid height was determined by GEOID03.
 DN0147
 DN0147.The dynamic height is computed by dividing the NAVD 88
 DN0147.geopotential number by the normal gravity value computed on the
 DN0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0147.degrees latitude (g = 980.6199 gals.).
 DN0147
 DN0147.The modeled gravity was interpolated from observed gravity values.
 DN0147
 DN0147;                    North         East    Units  Estimated Accuracy
 DN0147;SPC TXNC     - 2,165,390.      821,770.      MT  (+/- 180 meters Scaled)
 DN0147
 DN0147                          SUPERSEDED SURVEY CONTROL
 DN0147
 DN0147  NGVD 29 (??/??/92)  173.703  (m)          569.89   (f) ADJ UNCH    1 2
 DN0147
 DN0147.Superseded values are not recommended for survey control.
 DN0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0147.See file dsdata.txt to determine how the superseded data were derived.
 DN0147
 DN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB684700(NAD 83)
 DN0147_MARKER: DB = BENCH MARK DISK
 DN0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0147_STAMPING: F 926
 DN0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0147+STABILITY: SURFACE MOTION
 DN0147
 DN0147  HISTORY     - Date     Condition        Report By
 DN0147  HISTORY     - UNK      MONUMENTED       CGS
 DN0147  HISTORY     - 1946     GOOD             NGS
 DN0147  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0147
 DN0147                          STATION DESCRIPTION
 DN0147
 DN0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DN0147'0.9 MI SW FROM GREENVILLE.
 DN0147'0.9 MILE SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 DN0147'THE STATION AT GREENVILLE.  4 POLES EAST OF MILE POST 714, 3 POLES
 DN0147'WEST OF THE CROSSING OF THE RAILROAD AND U.S. HIGHWAY 67, 20 FEET
 DN0147'SOUTH OF THE SOUTH RAIL, 16.5 FEET NORTH OF THE CENTER LINE OF A
 DN0147'GRAVEL ROAD, 3.6 FEET WEST OF A TELEPHONE POLE, 2.8 FEET WEST OF A
 DN0147'WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 DN0147'POST.
 DN0147
 DN0147                          STATION RECOVERY (1986)
 DN0147
 DN0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0007 ***********************************************************************
 CS0007  DESIGNATION -  F 927
 CS0007  PID         -  CS0007
 CS0007  STATE/COUNTY-  TX/ROCKWALL
 CS0007  USGS QUAD   -  ROCKWALL (1973)
 CS0007
 CS0007                         *CURRENT SURVEY CONTROL
 CS0007  ___________________________________________________________________
 CS0007* NAD 83(1986)-  32 55 26.     (N)    096 25 04.     (W)     SCALED    
 CS0007* NAVD 88     -       186.802  (meters)     612.87   (feet)  ADJUSTED  
 CS0007  ___________________________________________________________________
 CS0007  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0007  DYNAMIC HT  -         186.598 (meters)     612.20  (feet)  COMP
 CS0007  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 CS0007
 CS0007  VERT ORDER  -  FIRST     CLASS II
 CS0007
 CS0007.The horizontal coordinates were scaled from a topographic map and have
 CS0007.an estimated accuracy of +/- 6 seconds.
 CS0007
 CS0007.The orthometric height was determined by differential leveling
 CS0007.and adjusted by the National Geodetic Survey in June 1991..
 CS0007
 CS0007.The geoid height was determined by GEOID03.
 CS0007
 CS0007.The dynamic height is computed by dividing the NAVD 88
 CS0007.geopotential number by the normal gravity value computed on the
 CS0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0007.degrees latitude (g = 980.6199 gals.).
 CS0007
 CS0007.The modeled gravity was interpolated from observed gravity values.
 CS0007
 CS0007;                    North         East    Units  Estimated Accuracy
 CS0007;SPC TXNC     - 2,141,340.      794,720.      MT  (+/- 180 meters Scaled)
 CS0007
 CS0007                          SUPERSEDED SURVEY CONTROL
 CS0007
 CS0007  NGVD 29 (??/??/92)  186.829  (m)          612.95   (f) ADJ UNCH    1 2
 CS0007
 CS0007.Superseded values are not recommended for survey control.
 CS0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0007.See file dsdata.txt to determine how the superseded data were derived.
 CS0007
 CS0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB414458(NAD 83)
 CS0007_MARKER: DB = BENCH MARK DISK
 CS0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0007_SP_SET: CONCRETE POST
 CS0007_STAMPING: F 927 1946
 CS0007_MARK LOGO: CGS   
 CS0007_PROJECTION: PROJECTING 15 CENTIMETERS
 CS0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0007+STABILITY: SURFACE MOTION
 CS0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS0007+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS0007
 CS0007  HISTORY     - Date     Condition        Report By
 CS0007  HISTORY     - 1946     MONUMENTED       CGS
 CS0007  HISTORY     - 1986     GOOD             NGS
 CS0007  HISTORY     - 20051031 GOOD             BOHAN
 CS0007
 CS0007                          STATION DESCRIPTION
 CS0007
 CS0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0007'2.0 MI NE FROM ROCKWALL.
 CS0007'2.0 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 CS0007'THE STATION AT ROCKWALL.  60.2 FEET NORTHEAST OF THE CENTER OF A
 CS0007'RAILROAD CROSSING, 41.1 FEET NORTH OF THE NORTH RAIL, 40.5 FEET EAST
 CS0007'OF THE CENTER LINE OF THE ROAD, 5 FEET ABOVE THE LEVEL OF THE TRACK,
 CS0007'2.7 FEET WEST OF A TELEPHONE POLE, 4.4 FEET WEST OF A WHITE 4X4 MARKER
 CS0007'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 CS0007
 CS0007                          STATION RECOVERY (1986)
 CS0007
 CS0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0007'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.2 KM (2.6
 CS0007'MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION WITH STATE
 CS0007'HIGHWAY 205 IN ROCKWALL, THENCE 1.4 KM (0.85 MI) SOUTH ALONG FARM ROAD
 CS0007'549, 12.6 M (41.3 FT) NORTH OF THE NEAR RAIL OF THE MISSOURI KANSAS
 CS0007'TEXAS RAILROAD, 12.4 M (40.7 FT) EAST OF THE CENTERLINE OF THE ROAD,
 CS0007'0.9 M (3.0 FT) WEST OF A UTILITY POLE, AND 0.3 M (1.0 FT) SOUTH OF AN
 CS0007'UNDERGROUND CABLE JUNCTION BOX.
 CS0007'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 CS0007'THE MARK IS 0.9 M ABOVE THE ROAD.
 CS0007
 CS0007                          STATION RECOVERY (2005)
 CS0007
 CS0007'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0035 ***********************************************************************
 CS0035  DESIGNATION -  F 928
 CS0035  PID         -  CS0035
 CS0035  STATE/COUNTY-  TX/HUNT
 CS0035  USGS QUAD   -  ROYSE CITY (1963)
 CS0035
 CS0035                         *CURRENT SURVEY CONTROL
 CS0035  ___________________________________________________________________
 CS0035* NAD 83(1986)-  32 57 00.     (N)    096 17 29.     (W)     SCALED    
 CS0035* NAVD 88     -       169.38   (+/-2cm)     555.7    (feet)  VERTCON   
 CS0035  ___________________________________________________________________
 CS0035  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0035
 CS0035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS0035
 CS0035.The horizontal coordinates were scaled from a topographic map and have
 CS0035.an estimated accuracy of +/- 6 seconds.
 CS0035
 CS0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0035.The vertical order pertains to the NGVD 29 superseded value.
 CS0035
 CS0035.The geoid height was determined by GEOID03.
 CS0035
 CS0035;                    North         East    Units  Estimated Accuracy
 CS0035;SPC TXNC     - 2,144,480.      806,480.      MT  (+/- 180 meters Scaled)
 CS0035
 CS0035                          SUPERSEDED SURVEY CONTROL
 CS0035
 CS0035  NGVD 29 (??/??/92)  169.37   (m)          555.7    (f) COMPUTED    2 0
 CS0035
 CS0035.Superseded values are not recommended for survey control.
 CS0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0035.See file dsdata.txt to determine how the superseded data were derived.
 CS0035
 CS0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB532490(NAD 83)
 CS0035_MARKER: DB = BENCH MARK DISK
 CS0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0035_STAMPING: F 298 1946
 CS0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0035+STABILITY: SURFACE MOTION
 CS0035
 CS0035  HISTORY     - Date     Condition        Report By
 CS0035  HISTORY     - 1946     MONUMENTED       CGS
 CS0035  HISTORY     - 1953     GOOD             NGS
 CS0035  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 CS0035
 CS0035                          STATION DESCRIPTION
 CS0035
 CS0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CS0035'4.0 MI SE FROM ROYSE CITY.
 CS0035'IN HUNT COUNTY, 4.0 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE CITY
 CS0035'HALL AT ROYSE CITY, ROCKWALL COUNTY, AT A Y-ROAD JUNCTION, 66 FEET
 CS0035'SOUTHEAST OF THE CENTER OF THE JUNCTION, 37 FEET SOUTH OF THE
 CS0035'CENTERLINE OF THE ROAD LEADING EAST, 21 FEET EAST OF THE CENTERLINE OF
 CS0035'THE ROAD LEADING SOUTH, IN THE CORNER OF A V-SHAPED PASTURE, 5.6 FEET
 CS0035'SOUTHEAST OF THE FENCE CORNER, AND 3.4 FEET SOUTH OF A WHITE WOODEN
 CS0035'WITNESS POST.  A STANDARD DISK, STAMPED F 298 1946 AND SET IN THE TOP
 CS0035'OF A CONCRETE POST.
 CS0035
 CS0035                          STATION RECOVERY (1994)
 CS0035
 CS0035'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0053 ***********************************************************************
 CS0053  DESIGNATION -  F 929
 CS0053  PID         -  CS0053
 CS0053  STATE/COUNTY-  TX/HUNT
 CS0053  USGS QUAD   -  ROYSE CITY (1963)
 CS0053
 CS0053                         *CURRENT SURVEY CONTROL
 CS0053  ___________________________________________________________________
 CS0053* NAD 83(1986)-  32 52 56.     (N)    096 17 02.     (W)     SCALED    
 CS0053* NAVD 88     -       163.681  (meters)     537.01   (feet)  ADJUSTED  
 CS0053  ___________________________________________________________________
 CS0053  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CS0053  DYNAMIC HT  -         163.501 (meters)     536.42  (feet)  COMP
 CS0053  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 CS0053
 CS0053  VERT ORDER  -  SECOND    CLASS 0
 CS0053
 CS0053.The horizontal coordinates were scaled from a topographic map and have
 CS0053.an estimated accuracy of +/- 6 seconds.
 CS0053
 CS0053.The orthometric height was determined by differential leveling
 CS0053.and adjusted by the National Geodetic Survey in June 1991..
 CS0053
 CS0053.The geoid height was determined by GEOID03.
 CS0053
 CS0053.The dynamic height is computed by dividing the NAVD 88
 CS0053.geopotential number by the normal gravity value computed on the
 CS0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0053.degrees latitude (g = 980.6199 gals.).
 CS0053
 CS0053.The modeled gravity was interpolated from observed gravity values.
 CS0053
 CS0053;                    North         East    Units  Estimated Accuracy
 CS0053;SPC TXNC     - 2,136,980.      807,340.      MT  (+/- 180 meters Scaled)
 CS0053
 CS0053                          SUPERSEDED SURVEY CONTROL
 CS0053
 CS0053  NGVD 29 (??/??/92)  163.684  (m)          537.02   (f) ADJ UNCH    2 0
 CS0053
 CS0053.Superseded values are not recommended for survey control.
 CS0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0053.See file dsdata.txt to determine how the superseded data were derived.
 CS0053
 CS0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB541415(NAD 83)
 CS0053_MARKER: DB = BENCH MARK DISK
 CS0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0053_STAMPING: F 929 1946
 CS0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0053+STABILITY: SURFACE MOTION
 CS0053
 CS0053  HISTORY     - Date     Condition        Report By
 CS0053  HISTORY     - 1946     MONUMENTED       CGS
 CS0053  HISTORY     - 19940420 GOOD             USPSQD
 CS0053  HISTORY     - 20030920 GOOD             INDIV
 CS0053
 CS0053                          STATION DESCRIPTION
 CS0053
 CS0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0053'5.9 MI NE FROM CHISHOLM.
 CS0053'IN HUNT COUNTY, 5.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE POST
 CS0053'OFFICE AT CHISHOLM, ROCKWALL COUNTY, THENCE 1.2 MILES SOUTHEAST ALONG
 CS0053'A ROAD.  1.3 MILES SOUTHEAST OF MUNSON BAPTIST CHURCH, AT THE TOP OF A
 CS0053'HILL, NEAR A FARMHOUSE, 101 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CS0053'THE HOUSE, 22 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 20 FEET
 CS0053'SOUTHEAST OF THE SOUTHEAST END OF A WIRE GATE, 4 FEET SOUTHWEST OF THE
 CS0053'FENCE, AND 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A
 CS0053'STANDARD DISK, STAMPED F 929 1946 AND SET IN THE TOP OF A CONCRETE
 CS0053'POST.
 CS0053
 CS0053                          STATION RECOVERY (1994)
 CS0053
 CS0053'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0053'RECOVERED IN GOOD CONDITION.
 CS0053
 CS0053                          STATION RECOVERY (2003)
 CS0053
 CS0053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GOE)
 CS0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0962 ***********************************************************************
 AH0962  DESIGNATION -  F 93
 AH0962  PID         -  AH0962
 AH0962  STATE/COUNTY-  TX/NUECES
 AH0962  USGS QUAD   -  BANQUETE (1979)
 AH0962
 AH0962                         *CURRENT SURVEY CONTROL
 AH0962  ___________________________________________________________________
 AH0962* NAD 83(1986)-  27 47 18.     (N)    097 51 39.     (W)     SCALED    
 AH0962* NAVD 88     -        30.603  (meters)     100.40   (feet)  ADJUSTED  
 AH0962  ___________________________________________________________________
 AH0962  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH0962  DYNAMIC HT  -          30.556 (meters)     100.25  (feet)  COMP
 AH0962  MODELED GRAV-     979,109.5   (mgal)                       NAVD 88
 AH0962
 AH0962  VERT ORDER  -  FIRST     CLASS II
 AH0962
 AH0962.The horizontal coordinates were scaled from a topographic map and have
 AH0962.an estimated accuracy of +/- 6 seconds.
 AH0962
 AH0962.The orthometric height was determined by differential leveling
 AH0962.and adjusted by the National Geodetic Survey in June 1991..
 AH0962.WARNING-Repeat measurements at this control monument indicate possible
 AH0962.vertical movement.
 AH0962
 AH0962.The geoid height was determined by GEOID03.
 AH0962
 AH0962.The dynamic height is computed by dividing the NAVD 88
 AH0962.geopotential number by the normal gravity value computed on the
 AH0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0962.degrees latitude (g = 980.6199 gals.).
 AH0962
 AH0962.The modeled gravity was interpolated from observed gravity values.
 AH0962
 AH0962;                    North         East    Units  Estimated Accuracy
 AH0962;SPC TX S     - 5,235,230.      362,990.      MT  (+/- 180 meters Scaled)
 AH0962
 AH0962                          SUPERSEDED SURVEY CONTROL
 AH0962
 AH0962  NGVD 29 (??/??/92)   30.721  (m)          100.79   (f) ADJ UNCH    1 2
 AH0962
 AH0962.Superseded values are not recommended for survey control.
 AH0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0962.See file dsdata.txt to determine how the superseded data were derived.
 AH0962
 AH0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR122742(NAD 83)
 AH0962_MARKER: DB = BENCH MARK DISK
 AH0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0962_STAMPING: F 93 1932 100.676
 AH0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0962+STABILITY: SURFACE MOTION
 AH0962
 AH0962  HISTORY     - Date     Condition        Report By
 AH0962  HISTORY     - 1932     MONUMENTED       CGS
 AH0962  HISTORY     - 1951     GOOD             NGS
 AH0962  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0962
 AH0962                          STATION DESCRIPTION
 AH0962
 AH0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0962'3.1 MI E FROM AGUA DULCE.
 AH0962'3.1 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0962'AGUA DULCE, 646 FEET WEST OF MILEPOST 133, 0.5 MILE EAST OF A NORTH
 AH0962'AND SOUTH ASPHALT ROAD, 31.9 FEET NORTH OF THE NORTH RAIL, 7.5 FEET
 AH0962'SOUTH OF A TELEGRAPH POLE, SET IN THE TOP OF A CONCRETE POST WHICH
 AH0962'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AH0962
 AH0962                          STATION RECOVERY (2001)
 AH0962
 AH0962'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 AH0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0067 ***********************************************************************
 CS0067  DESIGNATION -  F 930
 CS0067  PID         -  CS0067
 CS0067  STATE/COUNTY-  TX/ROCKWALL
 CS0067  USGS QUAD   -  TERRELL NORTH (1962)
 CS0067
 CS0067                         *CURRENT SURVEY CONTROL
 CS0067  ___________________________________________________________________
 CS0067* NAD 83(1986)-  32 50 17.     (N)    096 22 18.     (W)     SCALED    
 CS0067* NAVD 88     -       153.152  (meters)     502.47   (feet)  ADJUSTED  
 CS0067  ___________________________________________________________________
 CS0067  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0067  DYNAMIC HT  -         152.984 (meters)     501.92  (feet)  COMP
 CS0067  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 CS0067
 CS0067  VERT ORDER  -  SECOND    CLASS 0
 CS0067
 CS0067.The horizontal coordinates were scaled from a topographic map and have
 CS0067.an estimated accuracy of +/- 6 seconds.
 CS0067
 CS0067.The orthometric height was determined by differential leveling
 CS0067.and adjusted by the National Geodetic Survey in June 1991..
 CS0067
 CS0067.The geoid height was determined by GEOID03.
 CS0067
 CS0067.The dynamic height is computed by dividing the NAVD 88
 CS0067.geopotential number by the normal gravity value computed on the
 CS0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0067.degrees latitude (g = 980.6199 gals.).
 CS0067
 CS0067.The modeled gravity was interpolated from observed gravity values.
 CS0067
 CS0067;                    North         East    Units  Estimated Accuracy
 CS0067;SPC TXNC     - 2,131,910.      799,230.      MT  (+/- 180 meters Scaled)
 CS0067
 CS0067                          SUPERSEDED SURVEY CONTROL
 CS0067
 CS0067  NGVD 29 (??/??/92)  153.168  (m)          502.52   (f) ADJ UNCH    2 0
 CS0067
 CS0067.Superseded values are not recommended for survey control.
 CS0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0067.See file dsdata.txt to determine how the superseded data were derived.
 CS0067
 CS0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB460363(NAD 83)
 CS0067_MARKER: DB = BENCH MARK DISK
 CS0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0067_SP_SET: CULVERT
 CS0067_STAMPING: F 930 1946
 CS0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS0067+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS0067
 CS0067  HISTORY     - Date     Condition        Report By
 CS0067  HISTORY     - 1946     MONUMENTED       CGS
 CS0067  HISTORY     - 1987     GOOD             USPSQD
 CS0067  HISTORY     - 20030920 GOOD             INDIV
 CS0067  HISTORY     - 20051031 GOOD             BOHAN
 CS0067
 CS0067                          STATION DESCRIPTION
 CS0067
 CS0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0067'IN CHISHOLM.
 CS0067'AT CHISHOLM, ROCKWALL COUNTY, ON STATE HIGHWAY 205, 87 FEET EAST OF
 CS0067'THE SOUTHEAST CORNER OF THE POST OFFICE, AT A ROAD INTERSECTION, 32
 CS0067'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET NORTHWEST OF
 CS0067'THE CENTERLINE OF THE CROSS ROAD, AT A CONCRETE CULVERT, IN THE TOP OF
 CS0067'THE NORTHEAST HEADWALL, AND 6 INCHES SOUTHEAST OF THE NORTHWEST END OF
 CS0067'THE HEADWALL.  A STANDARD DISK, STAMPED F 930 1946.
 CS0067
 CS0067                          STATION RECOVERY (1987)
 CS0067
 CS0067'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 CS0067'RECOVERED IN GOOD CONDITION.
 CS0067
 CS0067                          STATION RECOVERY (2003)
 CS0067
 CS0067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GOE)
 CS0067'RECOVERED IN GOOD CONDITION.
 CS0067
 CS0067                          STATION RECOVERY (2005)
 CS0067
 CS0067'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1594 ***********************************************************************
 CS1594  DESIGNATION -  F 931
 CS1594  PID         -  CS1594
 CS1594  STATE/COUNTY-  TX/TARRANT
 CS1594  USGS QUAD   -  LAKE WORTH (1982)
 CS1594
 CS1594                         *CURRENT SURVEY CONTROL
 CS1594  ___________________________________________________________________
 CS1594* NAD 83(1986)-  32 46 56.     (N)    097 22 32.     (W)     SCALED    
 CS1594* NAVD 88     -       171.071  (meters)     561.26   (feet)  ADJUSTED  
 CS1594  ___________________________________________________________________
 CS1594  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CS1594  DYNAMIC HT  -         170.871 (meters)     560.60  (feet)  COMP
 CS1594  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 CS1594
 CS1594  VERT ORDER  -  FIRST     CLASS II
 CS1594
 CS1594.The horizontal coordinates were scaled from a topographic map and have
 CS1594.an estimated accuracy of +/- 6 seconds.
 CS1594
 CS1594.The orthometric height was determined by differential leveling
 CS1594.and adjusted by the National Geodetic Survey in June 1991..
 CS1594
 CS1594.The geoid height was determined by GEOID03.
 CS1594
 CS1594.The dynamic height is computed by dividing the NAVD 88
 CS1594.geopotential number by the normal gravity value computed on the
 CS1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1594.degrees latitude (g = 980.6199 gals.).
 CS1594
 CS1594.The modeled gravity was interpolated from observed gravity values.
 CS1594
 CS1594;                    North         East    Units  Estimated Accuracy
 CS1594;SPC TXNC     - 2,124,270.      705,330.      MT  (+/- 180 meters Scaled)
 CS1594
 CS1594                          SUPERSEDED SURVEY CONTROL
 CS1594
 CS1594  NGVD 29 (??/??/92)  171.068  (m)          561.25   (f) ADJ UNCH    1 2
 CS1594
 CS1594.Superseded values are not recommended for survey control.
 CS1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1594.See file dsdata.txt to determine how the superseded data were derived.
 CS1594
 CS1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB521283(NAD 83)
 CS1594_MARKER: DB = BENCH MARK DISK
 CS1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1594_STAMPING: F 931 1946
 CS1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1594+STABILITY: SURFACE MOTION
 CS1594
 CS1594  HISTORY     - Date     Condition        Report By
 CS1594  HISTORY     - 1946     MONUMENTED       CGS
 CS1594  HISTORY     - 1956     GOOD             NGS
 CS1594  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1594  HISTORY     - 19960117 MARK NOT FOUND   USPSQD
 CS1594  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 CS1594  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CS1594  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1594
 CS1594                          STATION DESCRIPTION
 CS1594
 CS1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1594'IN FORT WORTH.
 CS1594'3.2 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT THE
 CS1594'INTERSECTION OF JACKSBORO HIGHWAY AND BELLE AVENUE, 38 FEET NORTHWEST
 CS1594'OF THE CENTER LINE OF BELLE AVENUE, 20 FEET NORTHWEST OF THE CURB LINE
 CS1594'AT THE BEGINNING OF THE PARKWAY, IN THE CENTER OF THE PARKWAY OF THE
 CS1594'JACKSBORO HIGHWAY.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS1594'WHICH IS FLUSH WITH THE GROUND.
 CS1594
 CS1594                          STATION RECOVERY (1956)
 CS1594
 CS1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CS1594'RECOVERED IN GOOD CONDITION.
 CS1594
 CS1594                          STATION RECOVERY (1989)
 CS1594
 CS1594'RECOVERY NOTE BY US POWER SQUADRON 1989 (JT)
 CS1594'MARK NOT FOUND.
 CS1594
 CS1594                          STATION RECOVERY (1996)
 CS1594
 CS1594'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1594'MARK NOT FOUND.
 CS1594
 CS1594                          STATION RECOVERY (1996)
 CS1594
 CS1594'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1594'MARK NOT FOUND.
 CS1594
 CS1594                          STATION RECOVERY (2001)
 CS1594
 CS1594'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS1594'MARK NOT FOUND.
 CS1594
 CS1594                          STATION RECOVERY (2004)
 CS1594
 CS1594'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS1594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1595 ***********************************************************************
 CS1595  DESIGNATION -  F 931 RESET 1956
 CS1595  PID         -  CS1595
 CS1595  STATE/COUNTY-  TX/TARRANT
 CS1595  USGS QUAD   -  LAKE WORTH (1982)
 CS1595
 CS1595                         *CURRENT SURVEY CONTROL
 CS1595  ___________________________________________________________________
 CS1595* NAD 83(1986)-  32 46 57.     (N)    097 22 32.     (W)     SCALED    
 CS1595* NAVD 88     -       170.87   (+/-2cm)     560.6    (feet)  VERTCON   
 CS1595  ___________________________________________________________________
 CS1595  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CS1595
 CS1595  VERT ORDER  -  THIRD (See Below)
 CS1595
 CS1595.The horizontal coordinates were scaled from a topographic map and have
 CS1595.an estimated accuracy of +/- 6 seconds.
 CS1595
 CS1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1595.The vertical order pertains to the NGVD 29 superseded value.
 CS1595
 CS1595.The geoid height was determined by GEOID03.
 CS1595
 CS1595;                    North         East    Units  Estimated Accuracy
 CS1595;SPC TXNC     - 2,124,300.      705,330.      MT  (+/- 180 meters Scaled)
 CS1595
 CS1595                          SUPERSEDED SURVEY CONTROL
 CS1595
 CS1595  NGVD 29 (01/29/03)  170.87   (m)          560.6    (f) RESET       3  
 CS1595
 CS1595.Superseded values are not recommended for survey control.
 CS1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1595.See file dsdata.txt to determine how the superseded data were derived.
 CS1595
 CS1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB521283(NAD 83)
 CS1595_MARKER: DB = BENCH MARK DISK
 CS1595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1595_SP_SET: MONUMENT
 CS1595_STAMPING: F 931 RESET 1956
 CS1595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1595
 CS1595  HISTORY     - Date     Condition        Report By
 CS1595  HISTORY     - 1956     MONUMENTED       CGS
 CS1595  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1595  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CS1595  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1595
 CS1595                          STATION DESCRIPTION
 CS1595
 CS1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CS1595'3.2 MI NW FROM FORT WORTH.
 CS1595'3.2 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, AT THE
 CS1595'INTERSECTION OF JACKSBORO HIGHWAY AND BELLE AVENUE, 75 FEET NORTHEAST
 CS1595'OF CENTERLINE OF JACKSBORO HIGHWAY, 35 FEET NORTHWEST OF THE
 CS1595'CENTERLINE OF BELLE AVENUE, AND 1 FOOT SOUTHWEST OF A COX WIRE FENCE.
 CS1595'A STANDARD DISK STAMPED F 931 RESET 1956 AND SET IN TOP OF A CONCRETE
 CS1595'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 CS1595
 CS1595                          STATION RECOVERY (1996)
 CS1595
 CS1595'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1595'MARK NOT FOUND.
 CS1595
 CS1595                          STATION RECOVERY (2001)
 CS1595
 CS1595'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS1595'MARK NOT FOUND.
 CS1595
 CS1595                          STATION RECOVERY (2004)
 CS1595
 CS1595'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS1595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1708 ***********************************************************************
 CS1708  DESIGNATION -  F 932
 CS1708  PID         -  CS1708
 CS1708  STATE/COUNTY-  TX/TARRANT
 CS1708  USGS QUAD   -  HALTOM CITY (1981)
 CS1708
 CS1708                         *CURRENT SURVEY CONTROL
 CS1708  ___________________________________________________________________
 CS1708* NAD 83(1986)-  32 45 27.     (N)    097 18 06.     (W)     SCALED    
 CS1708* NAVD 88     -       165.979  (meters)     544.55   (feet)  ADJUSTED  
 CS1708  ___________________________________________________________________
 CS1708  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1708  DYNAMIC HT  -         165.784 (meters)     543.91  (feet)  COMP
 CS1708  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 CS1708
 CS1708  VERT ORDER  -  FIRST     CLASS II
 CS1708
 CS1708.The horizontal coordinates were scaled from a topographic map and have
 CS1708.an estimated accuracy of +/- 6 seconds.
 CS1708
 CS1708.The orthometric height was determined by differential leveling
 CS1708.and adjusted by the National Geodetic Survey in June 1991..
 CS1708
 CS1708.The geoid height was determined by GEOID03.
 CS1708
 CS1708.The dynamic height is computed by dividing the NAVD 88
 CS1708.geopotential number by the normal gravity value computed on the
 CS1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1708.degrees latitude (g = 980.6199 gals.).
 CS1708
 CS1708.The modeled gravity was interpolated from observed gravity values.
 CS1708
 CS1708;                    North         East    Units  Estimated Accuracy
 CS1708;SPC TXNC     - 2,121,600.      712,280.      MT  (+/- 180 meters Scaled)
 CS1708
 CS1708                          SUPERSEDED SURVEY CONTROL
 CS1708
 CS1708  NGVD 29 (??/??/92)  165.980  (m)          544.55   (f) ADJ UNCH    1 2
 CS1708
 CS1708.Superseded values are not recommended for survey control.
 CS1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1708.See file dsdata.txt to determine how the superseded data were derived.
 CS1708
 CS1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB590256(NAD 83)
 CS1708_MARKER: DB = BENCH MARK DISK
 CS1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1708_STAMPING: F 932 1946 544.553
 CS1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1708+STABILITY: SURFACE MOTION
 CS1708
 CS1708  HISTORY     - Date     Condition        Report By
 CS1708  HISTORY     - 1946     MONUMENTED       CGS
 CS1708  HISTORY     - 1956     GOOD             NGS
 CS1708  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1708  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1708
 CS1708                          STATION DESCRIPTION
 CS1708
 CS1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1708'IN FORT WORTH.
 CS1708'ABOUT 1.8 MILES EAST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT THE
 CS1708'SOUTHWEST CORNER OF THE INTERSECTION OF RIVERSIDE DRIVE AND EAST 12TH
 CS1708'STREET 50 FEET WEST OF THE CENTERLINE OF RIVERSIDE, 20 FEET SOUTH OF
 CS1708'THE CENTER LINE OF EAST 12TH, 13 FEET WEST OF A STREET SIGN POST, 1
 CS1708'FOOT SOUTH OF THE POLE LINE ALONG THE SOUTH SIDE OF 12TH AND 3 FEET
 CS1708'NORTH, NORTHEAST OF A 2 INCH PIPE WHICH PROJECTS ABOUT 10 INCHES.  A
 CS1708'STANDARD DISK STAMPED F 932 1946 544.553 IN A CONCRETE POST WHICH IS
 CS1708'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND AND 2 FEET SOUTH OF THE
 CS1708'EDGE OF A DIRT BANK.
 CS1708
 CS1708                          STATION RECOVERY (1984)
 CS1708
 CS1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1708'MARK NOT FOUND.
 CS1708
 CS1708                          STATION RECOVERY (1995)
 CS1708
 CS1708'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1570 ***********************************************************************
 CS1570  DESIGNATION -  F 933
 CS1570  PID         -  CS1570
 CS1570  STATE/COUNTY-  TX/TARRANT
 CS1570  USGS QUAD   -  FORT WORTH (1981)
 CS1570
 CS1570                         *CURRENT SURVEY CONTROL
 CS1570  ___________________________________________________________________
 CS1570* NAD 83(1986)-  32 43 57.     (N)    097 21 33.     (W)     SCALED    
 CS1570* NAVD 88     -       169.282  (meters)     555.39   (feet)  ADJUSTED  
 CS1570  ___________________________________________________________________
 CS1570  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS1570  DYNAMIC HT  -         169.083 (meters)     554.73  (feet)  COMP
 CS1570  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 CS1570
 CS1570  VERT ORDER  -  FIRST     CLASS II
 CS1570
 CS1570.The horizontal coordinates were scaled from a topographic map and have
 CS1570.an estimated accuracy of +/- 6 seconds.
 CS1570
 CS1570.The orthometric height was determined by differential leveling
 CS1570.and adjusted by the National Geodetic Survey in June 1991..
 CS1570
 CS1570.The geoid height was determined by GEOID03.
 CS1570
 CS1570.The dynamic height is computed by dividing the NAVD 88
 CS1570.geopotential number by the normal gravity value computed on the
 CS1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1570.degrees latitude (g = 980.6199 gals.).
 CS1570
 CS1570.The modeled gravity was interpolated from observed gravity values.
 CS1570
 CS1570;                    North         East    Units  Estimated Accuracy
 CS1570;SPC TXNC     - 2,118,770.      706,920.      MT  (+/- 180 meters Scaled)
 CS1570
 CS1570                          SUPERSEDED SURVEY CONTROL
 CS1570
 CS1570  NGVD 29 (??/??/92)  169.306  (m)          555.46   (f) ADJ UNCH    1 2
 CS1570
 CS1570.Superseded values are not recommended for survey control.
 CS1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1570.See file dsdata.txt to determine how the superseded data were derived.
 CS1570
 CS1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB537228(NAD 83)
 CS1570_MARKER: DB = BENCH MARK DISK
 CS1570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1570_SP_SET: BRIDGE WALL
 CS1570_STAMPING: F 933 1946 555.465
 CS1570_MARK LOGO: CGS   
 CS1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1570
 CS1570  HISTORY     - Date     Condition        Report By
 CS1570  HISTORY     - 1946     MONUMENTED       CGS
 CS1570  HISTORY     - 1956     GOOD             NGS
 CS1570  HISTORY     - 1983     GOOD             NGS
 CS1570  HISTORY     - 1989     GOOD             USPSQD
 CS1570  HISTORY     - 1989     GOOD             USPSQD
 CS1570  HISTORY     - 1991     GOOD             USPSQD
 CS1570  HISTORY     - 19951118 GOOD             USPSQD
 CS1570  HISTORY     - 20010201 GOOD             USPSQD
 CS1570  HISTORY     - 20020612 POOR             INDIV
 CS1570  HISTORY     - 20051119 GOOD             USPSQD
 CS1570
 CS1570                          STATION DESCRIPTION
 CS1570
 CS1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1570'IN FORT WORTH.
 CS1570'2.3 MILES SOUTHWEST OF THE COUNTY COURT HOUSE IN FORT WORTH, IN THE
 CS1570'TEXAS AND PACIFIC RAILROAD BRIDGE OVER THE CLEAR FORK OF THE TRINITY
 CS1570'RIVER, IN TRINITY PARK, ON THE WEST SIDE OF THE RIVER ABOUT 1/4 MILE
 CS1570'EAST OF UNIVERSITY DRIVE AND ALONG A PARK ROAD, A DISK STAMPED F 933
 CS1570'1946 555.465 SET VERTICALLY IN THE NORTH FACE OF THE SECOND PIER WEST
 CS1570'OF THE WEST END OF THE STEEL SPAN OVER THE RIVER AND ABOUT 3 FEET
 CS1570'ABOVE THE GROUND.
 CS1570
 CS1570                          STATION RECOVERY (1983)
 CS1570
 CS1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1570'RECOVERED IN GOOD CONDITION.
 CS1570
 CS1570                          STATION RECOVERY (1989)
 CS1570
 CS1570'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1570'RECOVERED IN GOOD CONDITION.
 CS1570
 CS1570                          STATION RECOVERY (1989)
 CS1570
 CS1570'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHW)
 CS1570'RECOVERED IN GOOD CONDITION.
 CS1570
 CS1570                          STATION RECOVERY (1991)
 CS1570
 CS1570'RECOVERY NOTE BY US POWER SQUADRON 1991 (LTS)
 CS1570'RECOVERED IN GOOD CONDITION.
 CS1570
 CS1570                          STATION RECOVERY (1995)
 CS1570
 CS1570'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1570'RECOVERED IN GOOD CONDITION.
 CS1570
 CS1570                          STATION RECOVERY (2001)
 CS1570
 CS1570'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1570'RECOVERED IN GOOD CONDITION.
 CS1570
 CS1570                          STATION RECOVERY (2002)
 CS1570
 CS1570'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1570'DISK HAS BEEN PAINTED AND IS DIFFICULT TO READ.  A MURAL OF A TENNIS
 CS1570'SHOE HAS BEEN PAINTED ON THE FOOTING OF THE BRIDGE.  GPS N32 43.957
 CS1570'W097 21.562 WGS84
 CS1570
 CS1570                          STATION RECOVERY (2005)
 CS1570
 CS1570'RECOVERY NOTE BY US POWER SQUADRON 2005 (JD)
 CS1570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0174 ***********************************************************************
 BZ0174  DESIGNATION -  F 934
 BZ0174  PID         -  BZ0174
 BZ0174  STATE/COUNTY-  TX/FREESTONE
 BZ0174  USGS QUAD   -  LANELY (1982)
 BZ0174
 BZ0174                         *CURRENT SURVEY CONTROL
 BZ0174  ___________________________________________________________________
 BZ0174* NAD 83(1986)-  31 35 43.     (N)    096 00 27.     (W)     SCALED    
 BZ0174* NAVD 88     -       115.413  (meters)     378.65   (feet)  ADJUSTED  
 BZ0174  ___________________________________________________________________
 BZ0174  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BZ0174  DYNAMIC HT  -         115.272 (meters)     378.19  (feet)  COMP
 BZ0174  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 BZ0174
 BZ0174  VERT ORDER  -  SECOND    CLASS 0
 BZ0174
 BZ0174.The horizontal coordinates were scaled from a topographic map and have
 BZ0174.an estimated accuracy of +/- 6 seconds.
 BZ0174
 BZ0174.The orthometric height was determined by differential leveling
 BZ0174.and adjusted by the National Geodetic Survey in June 1991..
 BZ0174
 BZ0174.The geoid height was determined by GEOID03.
 BZ0174
 BZ0174.The dynamic height is computed by dividing the NAVD 88
 BZ0174.geopotential number by the normal gravity value computed on the
 BZ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0174.degrees latitude (g = 980.6199 gals.).
 BZ0174
 BZ0174.The modeled gravity was interpolated from observed gravity values.
 BZ0174
 BZ0174;                    North         East    Units  Estimated Accuracy
 BZ0174;SPC TX C     - 3,221,780.    1,110,420.      MT  (+/- 180 meters Scaled)
 BZ0174
 BZ0174                          SUPERSEDED SURVEY CONTROL
 BZ0174
 BZ0174  NGVD 29 (??/??/92)  115.396  (m)          378.60   (f) ADJ UNCH    2 0
 BZ0174
 BZ0174.Superseded values are not recommended for survey control.
 BZ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0174.See file dsdata.txt to determine how the superseded data were derived.
 BZ0174
 BZ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV839994(NAD 83)
 BZ0174_MARKER: DB = BENCH MARK DISK
 BZ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0174_STAMPING: F 934 1948
 BZ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0174+STABILITY: SURFACE MOTION
 BZ0174
 BZ0174  HISTORY     - Date     Condition        Report By
 BZ0174  HISTORY     - 1948     MONUMENTED       CGS
 BZ0174
 BZ0174                          STATION DESCRIPTION
 BZ0174
 BZ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0174'8.1 MI E FROM DEW.
 BZ0174'5.0 MILES EAST ALONG FARM ROAD 489 FROM THE METHODIST CHURCH AT DEW,
 BZ0174'THENCE 3.1 MILES EAST ALONG THE LANELY - OAKWOOD DIRT ROAD, AT A
 BZ0174'JUNCTION WITH A DIRT T ROAD LEADING SOUTH, 72.0 FEET SOUTHWEST OF A
 BZ0174'MAILBOX, 60.1 FEET SOUTH OF AND 4.0 FEET HIGHER THAN THE CENTER LINE
 BZ0174'OF THE EAST AND WEST ROAD, 35.4 FEET WEST OF THE CENTER LINE OF THE T
 BZ0174'ROAD, 23.6 FEET SOUTHWEST OF A 24 INCH OAK TREE, 14.3 FEET WEST OF A
 BZ0174'FENCE CORNER, 1.7 FEET EAST OF A WITNESS POST, 1.3 FEET NORTH OF A
 BZ0174'BARBED WIRE FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0174'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0129 ***********************************************************************
 BZ0129  DESIGNATION -  F 935
 BZ0129  PID         -  BZ0129
 BZ0129  STATE/COUNTY-  TX/LIMESTONE
 BZ0129  USGS QUAD   -  MEXIA (1982)
 BZ0129
 BZ0129                         *CURRENT SURVEY CONTROL
 BZ0129  ___________________________________________________________________
 BZ0129* NAD 83(1986)-  31 37 43.     (N)    096 23 53.     (W)     SCALED    
 BZ0129* NAVD 88     -       162.37   (+/-2cm)     532.7    (feet)  VERTCON   
 BZ0129  ___________________________________________________________________
 BZ0129  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 BZ0129
 BZ0129  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0129
 BZ0129.The horizontal coordinates were scaled from a topographic map and have
 BZ0129.an estimated accuracy of +/- 6 seconds.
 BZ0129
 BZ0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0129.The vertical order pertains to the NGVD 29 superseded value.
 BZ0129
 BZ0129.The geoid height was determined by GEOID03.
 BZ0129
 BZ0129;                    North         East    Units  Estimated Accuracy
 BZ0129;SPC TX C     - 3,224,100.    1,073,250.      MT  (+/- 180 meters Scaled)
 BZ0129
 BZ0129                          SUPERSEDED SURVEY CONTROL
 BZ0129
 BZ0129  NGVD 29 (??/??/92)  162.343  (m)          532.62   (f) ADJ UNCH    2 0
 BZ0129
 BZ0129.Superseded values are not recommended for survey control.
 BZ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0129.See file dsdata.txt to determine how the superseded data were derived.
 BZ0129
 BZ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA467022(NAD 83)
 BZ0129_MARKER: DB = BENCH MARK DISK
 BZ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0129_STAMPING: F 935 1948
 BZ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0129+STABILITY: SURFACE MOTION
 BZ0129
 BZ0129  HISTORY     - Date     Condition        Report By
 BZ0129  HISTORY     - 1948     MONUMENTED       CGS
 BZ0129  HISTORY     - 1958     GOOD             USGS
 BZ0129  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0129
 BZ0129                          STATION DESCRIPTION
 BZ0129
 BZ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0129'7.7 MI SE FROM MEXIA.
 BZ0129'0.5 MILE EAST ALONG COMMERCE STREET FROM THE TEXAS AND NEW ORLEANS
 BZ0129'RAILROAD STATION AT MEXIA, THENCE 7.2 MILES SOUTHEAST ALONG ROSS
 BZ0129'STREET AND THE MEXIA-TEAGUE ROAD, 390.0 FEET NORTHWEST OF THE
 BZ0129'NORTHWEST CORNER OF THE SIMS COLONY SCHOOL, 162.0 FEET NORTHWEST OF A
 BZ0129'DIRT CROSS ROAD, 26.4 FEET SOUTHWEST AND ABOUT 1.0 FOOT BELOW THE
 BZ0129'CENTER OF THE ROAD, 10.2 FEET SOUTH OF A FENCE CORNER POST, 1.7 FEET
 BZ0129'NORTH OF A WITNESS POST, 1.2 FEET EAST OF A BARB WIRE FENCE AND SET IN
 BZ0129'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
 BZ0129
 BZ0129                          STATION RECOVERY (1958)
 BZ0129
 BZ0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BZ0129'THIS MARK WAS RECOVERED IN GOOD CONDITION. A REVISED DESCRIPTION IS
 BZ0129'AS FOLLOWS ABOUT 6.1 MILES SOUTHEAST FROM THE CENTER OF MEXIA, ALONG
 BZ0129'THE SOUTHWEST SIDE OF F. M. HIGHWAY NO. 1365, 162 FEET NORTHWEST OF
 BZ0129'THE INTERSECTION OF THE HIGHWAY AND A DIRT ROAD WHICH IS THE OLD SIMS
 BZ0129'COLONY SCHOOL SITE, NOW ABANDONED, 6 FEET SOUTHWEST OF THE SOUTHWEST
 BZ0129'RIGHT-OF-WAY FENCE LINE AND ABOUT 1 1/2 FEET EAST OF A 4 X 4 POST. A
 BZ0129'STANDARD DISK SET IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 BZ0129'ABOVE THE GROUND.
 BZ0129
 BZ0129                          STATION RECOVERY (2002)
 BZ0129
 BZ0129'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BZ0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0110 ***********************************************************************
 BZ0110  DESIGNATION -  F 936
 BZ0110  PID         -  BZ0110
 BZ0110  STATE/COUNTY-  TX/FREESTONE
 BZ0110  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0110
 BZ0110                         *CURRENT SURVEY CONTROL
 BZ0110  ___________________________________________________________________
 BZ0110* NAD 83(1986)-  31 44 44.     (N)    096 19 55.     (W)     SCALED    
 BZ0110* NAVD 88     -       143.411  (meters)     470.51   (feet)  ADJUSTED  
 BZ0110  ___________________________________________________________________
 BZ0110  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ0110  DYNAMIC HT  -         143.241 (meters)     469.95  (feet)  COMP
 BZ0110  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 BZ0110
 BZ0110  VERT ORDER  -  SECOND    CLASS 0
 BZ0110
 BZ0110.The horizontal coordinates were scaled from a topographic map and have
 BZ0110.an estimated accuracy of +/- 6 seconds.
 BZ0110
 BZ0110.The orthometric height was determined by differential leveling
 BZ0110.and adjusted by the National Geodetic Survey in June 1991..
 BZ0110
 BZ0110.The geoid height was determined by GEOID03.
 BZ0110
 BZ0110.The dynamic height is computed by dividing the NAVD 88
 BZ0110.geopotential number by the normal gravity value computed on the
 BZ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0110.degrees latitude (g = 980.6199 gals.).
 BZ0110
 BZ0110.The modeled gravity was interpolated from observed gravity values.
 BZ0110
 BZ0110;                    North         East    Units  Estimated Accuracy
 BZ0110;SPC TX C     - 3,237,280.    1,079,050.      MT  (+/- 180 meters Scaled)
 BZ0110
 BZ0110                          SUPERSEDED SURVEY CONTROL
 BZ0110
 BZ0110  NGVD 29 (??/??/92)  143.399  (m)          470.47   (f) ADJ UNCH    2 0
 BZ0110
 BZ0110.Superseded values are not recommended for survey control.
 BZ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0110.See file dsdata.txt to determine how the superseded data were derived.
 BZ0110
 BZ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA527153(NAD 83)
 BZ0110_MARKER: DB = BENCH MARK DISK
 BZ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0110_STAMPING: F 936 1948
 BZ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0110+STABILITY: SURFACE MOTION
 BZ0110
 BZ0110  HISTORY     - Date     Condition        Report By
 BZ0110  HISTORY     - 1948     MONUMENTED       CGS
 BZ0110  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0110  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0110
 BZ0110                          STATION DESCRIPTION
 BZ0110
 BZ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0110'1.5 MI S FROM KIRVIN.
 BZ0110'0.65 MILE SOUTH ALONG SPUR HIGHWAY NO.156 FROM THE RAILROAD STATION AT
 BZ0110'KIRVIN, THENCE 0.85 MILE SOUTH ALONG A GRADED DIRT ROAD, 340.0 FEET
 BZ0110'NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED HOUSE, 41.8 FEET
 BZ0110'EAST AND ABOUT 1.0 FOOT ABOVE THE CENTER OF THE ROAD, 14.8 FEET NORTH
 BZ0110'OF THE CENTER OF A TRAIL LEADING EAST, 10.0 FEET EAST OF A FENCE
 BZ0110'CORNER POST, 1.7 FEET WEST OF A WITNESS POST, 1.0 FOOT SOUTH OF A BARB
 BZ0110'WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BZ0110'FOOT ABOVE GROUND.
 BZ0110
 BZ0110                          STATION RECOVERY (1963)
 BZ0110
 BZ0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0110'MARK NOT FOUND.
 BZ0110
 BZ0110                          STATION RECOVERY (2002)
 BZ0110
 BZ0110'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0110'HIGH PRESSURE UNDERGROUND LIQUID PETROLEUM GAS LINE PLACED IN AREA
 BZ0110'DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1474 ***********************************************************************
 BZ1474  DESIGNATION -  F 937 RESET
 BZ1474  PID         -  BZ1474
 BZ1474  STATE/COUNTY-  TX/FREESTONE
 BZ1474  USGS QUAD   -  WORTHAM (1982)
 BZ1474
 BZ1474                         *CURRENT SURVEY CONTROL
 BZ1474  ___________________________________________________________________
 BZ1474* NAD 83(1986)-  31 45 52.     (N)    096 28 15.     (W)     SCALED    
 BZ1474* NAVD 88     -       143.54   (meters)     470.9    (feet)  RESET     
 BZ1474  ___________________________________________________________________
 BZ1474  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ1474
 BZ1474  VERT ORDER  -  THIRD
 BZ1474
 BZ1474.The horizontal coordinates were scaled from a topographic map and have
 BZ1474.an estimated accuracy of +/- 6 seconds.
 BZ1474
 BZ1474.The orthometric height was computed from unverified reset data.
 BZ1474
 BZ1474.The geoid height was determined by GEOID03.
 BZ1474
 BZ1474;                    North         East    Units  Estimated Accuracy
 BZ1474;SPC TX C     - 3,238,910.    1,065,830.      MT  (+/- 180 meters Scaled)
 BZ1474
 BZ1474                          SUPERSEDED SURVEY CONTROL
 BZ1474
 BZ1474  NGVD 29 (01/29/03)  143.52   (m)          470.9    (f) RESET       3  
 BZ1474
 BZ1474.Superseded values are not recommended for survey control.
 BZ1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1474.See file dsdata.txt to determine how the superseded data were derived.
 BZ1474
 BZ1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA395171(NAD 83)
 BZ1474_MARKER: DB = BENCH MARK DISK
 BZ1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1474_SP_SET: CONCRETE POST
 BZ1474_STAMPING: F 937 RESET 1956
 BZ1474_MARK LOGO: CGS   
 BZ1474_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1474+STABILITY: SURFACE MOTION
 BZ1474
 BZ1474  HISTORY     - Date     Condition        Report By
 BZ1474  HISTORY     - 1956     MONUMENTED       CGS
 BZ1474  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1474
 BZ1474                          STATION DESCRIPTION
 BZ1474
 BZ1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BZ1474'1.6 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE METHODIST CHURCH IN
 BZ1474'WORTHAM, 25 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE HIGHWAY,
 BZ1474'1 FOOT SOUTH OF THE SOUTH FENCE OF A SMALL FARM HOUSE, 30 FEET WEST
 BZ1474'OF AN OPEN WELL AND 7 FEET NORTHWEST OF A 14 INCH PECAN TREE, 25 FEET
 BZ1474'SOUTH FROM THE SIDE OF THE HOUSE AND ON THE NORTH SIDE OF THE LANE TO
 BZ1474'THE BARNS, PROJECTS ABOUT 2 INCHES.
 BZ1474
 BZ1474                          STATION RECOVERY (2002)
 BZ1474
 BZ1474'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 BZ1474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0070 ***********************************************************************
 BZ0070  DESIGNATION -  F 938
 BZ0070  PID         -  BZ0070
 BZ0070  STATE/COUNTY-  TX/NAVARRO
 BZ0070  USGS QUAD   -  RICHLAND (1978)
 BZ0070
 BZ0070                         *CURRENT SURVEY CONTROL
 BZ0070  ___________________________________________________________________
 BZ0070* NAD 83(1986)-  31 54 33.     (N)    096 23 31.     (W)     SCALED    
 BZ0070* NAVD 88     -       101.483  (meters)     332.95   (feet)  ADJUSTED  
 BZ0070  ___________________________________________________________________
 BZ0070  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0070  DYNAMIC HT  -         101.364 (meters)     332.56  (feet)  COMP
 BZ0070  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 BZ0070
 BZ0070  VERT ORDER  -  SECOND    CLASS 0
 BZ0070
 BZ0070.The horizontal coordinates were scaled from a topographic map and have
 BZ0070.an estimated accuracy of +/- 6 seconds.
 BZ0070
 BZ0070.The orthometric height was determined by differential leveling
 BZ0070.and adjusted by the National Geodetic Survey in June 1991..
 BZ0070
 BZ0070.The geoid height was determined by GEOID03.
 BZ0070
 BZ0070.The dynamic height is computed by dividing the NAVD 88
 BZ0070.geopotential number by the normal gravity value computed on the
 BZ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0070.degrees latitude (g = 980.6199 gals.).
 BZ0070
 BZ0070.The modeled gravity was interpolated from observed gravity values.
 BZ0070
 BZ0070;                    North         East    Units  Estimated Accuracy
 BZ0070;SPC TXNC     - 2,028,890.      799,390.      MT  (+/- 180 meters Scaled)
 BZ0070
 BZ0070                          SUPERSEDED SURVEY CONTROL
 BZ0070
 BZ0070  NGVD 29 (??/??/92)  101.470  (m)          332.91   (f) ADJ UNCH    2 0
 BZ0070
 BZ0070.Superseded values are not recommended for survey control.
 BZ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0070.See file dsdata.txt to determine how the superseded data were derived.
 BZ0070
 BZ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA466333(NAD 83)
 BZ0070_MARKER: DB = BENCH MARK DISK
 BZ0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0070_SP_SET: BRIDGE
 BZ0070_STAMPING: F 938 1948
 BZ0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0070
 BZ0070  HISTORY     - Date     Condition        Report By
 BZ0070  HISTORY     - 1948     MONUMENTED       CGS
 BZ0070
 BZ0070                          STATION DESCRIPTION
 BZ0070
 BZ0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0070'2.45 MI SE FROM RICHLAND.
 BZ0070'2.45 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75 FROM THE JUNCTION WITH
 BZ0070'STATE HIGHWAY NO.14 AT RICHLAND, 16.8 FEET SOUTHWEST OF THE CENTER OF
 BZ0070'THE HIGHWAY, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT
 BZ0070'OF A CONCRETE BRIDGE AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0917 ***********************************************************************
 CR0917  DESIGNATION -  F 939
 CR0917  PID         -  CR0917
 CR0917  STATE/COUNTY-  TX/SMITH
 CR0917  USGS QUAD   -  VAN LAKE (1981)
 CR0917
 CR0917                         *CURRENT SURVEY CONTROL
 CR0917  ___________________________________________________________________
 CR0917* NAD 83(1986)-  32 31 28.     (N)    095 31 33.     (W)     SCALED    
 CR0917* NAVD 88     -       168.721  (meters)     553.55   (feet)  ADJUSTED  
 CR0917  ___________________________________________________________________
 CR0917  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0917  DYNAMIC HT  -         168.527 (meters)     552.91  (feet)  COMP
 CR0917  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 CR0917
 CR0917  VERT ORDER  -  SECOND    CLASS 0
 CR0917
 CR0917.The horizontal coordinates were scaled from a topographic map and have
 CR0917.an estimated accuracy of +/- 6 seconds.
 CR0917
 CR0917.The orthometric height was determined by differential leveling
 CR0917.and adjusted by the National Geodetic Survey in June 1991..
 CR0917
 CR0917.The geoid height was determined by GEOID03.
 CR0917
 CR0917.The dynamic height is computed by dividing the NAVD 88
 CR0917.geopotential number by the normal gravity value computed on the
 CR0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0917.degrees latitude (g = 980.6199 gals.).
 CR0917
 CR0917.The modeled gravity was interpolated from observed gravity values.
 CR0917
 CR0917;                    North         East    Units  Estimated Accuracy
 CR0917;SPC TXNC     - 2,099,070.      879,370.      MT  (+/- 180 meters Scaled)
 CR0917
 CR0917                          SUPERSEDED SURVEY CONTROL
 CR0917
 CR0917  NGVD 29 (??/??/92)  168.743  (m)          553.62   (f) ADJ UNCH    2 0
 CR0917
 CR0917.Superseded values are not recommended for survey control.
 CR0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0917.See file dsdata.txt to determine how the superseded data were derived.
 CR0917
 CR0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS627013(NAD 83)
 CR0917_MARKER: DB = BENCH MARK DISK
 CR0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0917_STAMPING: F 939 1948
 CR0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0917+STABILITY: SURFACE MOTION
 CR0917
 CR0917  HISTORY     - Date     Condition        Report By
 CR0917  HISTORY     - 1948     MONUMENTED       CGS
 CR0917  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0917  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0917
 CR0917                          STATION DESCRIPTION
 CR0917
 CR0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0917'1.0 MI E FROM GARDEN VALLEY.
 CR0917'1.0 MILE EAST ALONG THE GARDEN VALLEY-LINDALE HIGHWAY FROM THE POST
 CR0917'OFFICE AT GARDEN VALLEY, 0.15 MILE WEST OF A T ROAD JUNCTION, 99 YARDS
 CR0917'(PACED) EAST OF A FARMHOUSE, 43.0 FEET SOUTH OF THE CENTER LINE OF THE
 CR0917'HIGHWAY, 16.0 FEET NORTH OF A T FENCE CORNER, 1.9 FEET SOUTHEAST OF A
 CR0917'REFERENCE POST, 1.0 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 CR0917'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0917
 CR0917                          STATION RECOVERY (1996)
 CR0917
 CR0917'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0917'MARK NOT FOUND.
 CR0917
 CR0917                          STATION RECOVERY (2004)
 CR0917
 CR0917'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0475 ***********************************************************************
 AJ0475  DESIGNATION -  F 94
 AJ0475  PID         -  AJ0475
 AJ0475  STATE/COUNTY-  TX/DUVAL
 AJ0475  USGS QUAD   -  REALITOS (1967)
 AJ0475
 AJ0475                         *CURRENT SURVEY CONTROL
 AJ0475  ___________________________________________________________________
 AJ0475* NAD 83(1986)-  27 22 47.     (N)    098 35 04.     (W)     SCALED    
 AJ0475* NAVD 88     -       145.696  (meters)     478.00   (feet)  ADJUSTED  
 AJ0475  ___________________________________________________________________
 AJ0475  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AJ0475  DYNAMIC HT  -         145.463 (meters)     477.24  (feet)  COMP
 AJ0475  MODELED GRAV-     979,050.8   (mgal)                       NAVD 88
 AJ0475
 AJ0475  VERT ORDER  -  FIRST     CLASS II
 AJ0475
 AJ0475.The horizontal coordinates were scaled from a topographic map and have
 AJ0475.an estimated accuracy of +/- 6 seconds.
 AJ0475
 AJ0475.The orthometric height was determined by differential leveling
 AJ0475.and adjusted by the National Geodetic Survey in June 1991..
 AJ0475
 AJ0475.The geoid height was determined by GEOID03.
 AJ0475
 AJ0475.The dynamic height is computed by dividing the NAVD 88
 AJ0475.geopotential number by the normal gravity value computed on the
 AJ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0475.degrees latitude (g = 980.6199 gals.).
 AJ0475
 AJ0475.The modeled gravity was interpolated from observed gravity values.
 AJ0475
 AJ0475;                    North         East    Units  Estimated Accuracy
 AJ0475;SPC TX S     - 5,189,800.      291,650.      MT  (+/- 180 meters Scaled)
 AJ0475
 AJ0475                          SUPERSEDED SURVEY CONTROL
 AJ0475
 AJ0475  NGVD 29 (??/??/92)  145.730  (m)          478.12   (f) ADJ UNCH    1 2
 AJ0475
 AJ0475.Superseded values are not recommended for survey control.
 AJ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0475.See file dsdata.txt to determine how the superseded data were derived.
 AJ0475
 AJ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR410285(NAD 83)
 AJ0475_MARKER: DB = BENCH MARK DISK
 AJ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0475_STAMPING: F 94 1933 478.116
 AJ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0475+STABILITY: SURFACE MOTION
 AJ0475
 AJ0475  HISTORY     - Date     Condition        Report By
 AJ0475  HISTORY     - 1933     MONUMENTED       CGS
 AJ0475  HISTORY     - 1967     MARK NOT FOUND   USGS
 AJ0475
 AJ0475                          STATION DESCRIPTION
 AJ0475
 AJ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0475'1.4 MI NE FROM CRESTONIO.
 AJ0475'ON THE TEXAS-MEXICAN RR. 275 FT. W OF MILE POST 71.  25 FT. S OF
 AJ0475'TRACK.
 AJ0475
 AJ0475                          STATION RECOVERY (1967)
 AJ0475
 AJ0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AJ0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0602 ***********************************************************************
 BZ0602  DESIGNATION -  F 940
 BZ0602  PID         -  BZ0602
 BZ0602  STATE/COUNTY-  TX/LIMESTONE
 BZ0602  USGS QUAD   -  ECHOLS (1976)
 BZ0602
 BZ0602                         *CURRENT SURVEY CONTROL
 BZ0602  ___________________________________________________________________
 BZ0602* NAD 83(1986)-  31 44 28.     (N)    096 38 00.     (W)     SCALED    
 BZ0602* NAVD 88     -       163.074  (meters)     535.02   (feet)  ADJUSTED  
 BZ0602  ___________________________________________________________________
 BZ0602  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 BZ0602  DYNAMIC HT  -         162.880 (meters)     534.38  (feet)  COMP
 BZ0602  MODELED GRAV-     979,445.6   (mgal)                       NAVD 88
 BZ0602
 BZ0602  VERT ORDER  -  FIRST     CLASS II
 BZ0602
 BZ0602.The horizontal coordinates were scaled from a topographic map and have
 BZ0602.an estimated accuracy of +/- 6 seconds.
 BZ0602
 BZ0602.The orthometric height was determined by differential leveling
 BZ0602.and adjusted by the National Geodetic Survey in June 1991..
 BZ0602
 BZ0602.The geoid height was determined by GEOID03.
 BZ0602
 BZ0602.The dynamic height is computed by dividing the NAVD 88
 BZ0602.geopotential number by the normal gravity value computed on the
 BZ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0602.degrees latitude (g = 980.6199 gals.).
 BZ0602
 BZ0602.The modeled gravity was interpolated from observed gravity values.
 BZ0602
 BZ0602;                    North         East    Units  Estimated Accuracy
 BZ0602;SPC TX C     - 3,235,800.    1,050,530.      MT  (+/- 180 meters Scaled)
 BZ0602
 BZ0602                          SUPERSEDED SURVEY CONTROL
 BZ0602
 BZ0602  NGVD 29 (??/??/92)  163.055  (m)          534.96   (f) ADJ UNCH    1 2
 BZ0602
 BZ0602.Superseded values are not recommended for survey control.
 BZ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0602.See file dsdata.txt to determine how the superseded data were derived.
 BZ0602
 BZ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA241141(NAD 83)
 BZ0602_MARKER: DB = BENCH MARK DISK
 BZ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0602_STAMPING: F 940 1948
 BZ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0602+STABILITY: SURFACE MOTION
 BZ0602
 BZ0602  HISTORY     - Date     Condition        Report By
 BZ0602  HISTORY     - 1948     MONUMENTED       CGS
 BZ0602  HISTORY     - 1958     MARK NOT FOUND   USGS
 BZ0602
 BZ0602                          STATION DESCRIPTION
 BZ0602
 BZ0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0602'1.4 MI SE FROM COOLIDGE.
 BZ0602'1.4 MILES SOUTHEAST ALONG THE ABANDONED BURLINGTON-ROCK ISLAND
 BZ0602'RAILROAD FROM THE STATION BUILDING AT COOLIDGE, BETWEEN THE ROAD AND
 BZ0602'THE OLD RAILROAD BED, AT THE SOUTHEAST END OF A FILL, 45.0 FEET
 BZ0602'SOUTHWEST OF THE CENTER LINE OF THE OLD RAILROAD BED, 27.0 FEET
 BZ0602'NORTHEAST OF THE CENTER LINE OF THE ROAD, 6.5 FEET NORTHEAST OF A
 BZ0602'FENCE, 6.2 FEET SOUTH OF A TELEPHONE POLE, 1.7 FEET NORTHWEST OF A
 BZ0602'REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BZ0602'ABOVE THE GROUND.  NOTE-- RECENTLY DUG BORROW PIT FALLS AT THE
 BZ0602'DESCRIBED LOCATION.
 BZ0602
 BZ0602                          STATION RECOVERY (1958)
 BZ0602
 BZ0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BZ0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1888 ***********************************************************************
 CS1888  DESIGNATION -  F 941 RESET 1967
 CS1888  PID         -  CS1888
 CS1888  STATE/COUNTY-  TX/TARRANT
 CS1888  USGS QUAD   -  COLLEYVILLE (1981)
 CS1888
 CS1888                         *CURRENT SURVEY CONTROL
 CS1888  ___________________________________________________________________
 CS1888* NAD 83(1986)-  32 56 45.     (N)    097 07 37.     (W)     SCALED    
 CS1888* NAVD 88     -       188.60   (+/-2cm)     618.8    (feet)  VERTCON   
 CS1888  ___________________________________________________________________
 CS1888  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CS1888
 CS1888  VERT ORDER  -  THIRD (See Below)
 CS1888
 CS1888.The horizontal coordinates were scaled from a topographic map and have
 CS1888.an estimated accuracy of +/- 6 seconds.
 CS1888
 CS1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1888.The vertical order pertains to the NGVD 29 superseded value.
 CS1888
 CS1888.The geoid height was determined by GEOID03.
 CS1888
 CS1888;                    North         East    Units  Estimated Accuracy
 CS1888;SPC TXNC     - 2,142,690.      728,380.      MT  (+/- 180 meters Scaled)
 CS1888
 CS1888                          SUPERSEDED SURVEY CONTROL
 CS1888
 CS1888  NGVD 29 (??/??/??)  188.59   (m)          618.7    (f) RESET       3  
 CS1888
 CS1888.Superseded values are not recommended for survey control.
 CS1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1888.See file dsdata.txt to determine how the superseded data were derived.
 CS1888
 CS1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB750468(NAD 83)
 CS1888_MARKER: DB = BENCH MARK DISK
 CS1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1888_STAMPING: F 941 RESET 1967
 CS1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1888+STABILITY: SURFACE MOTION
 CS1888
 CS1888  HISTORY     - Date     Condition        Report By
 CS1888  HISTORY     - 1967     MONUMENTED       CGS
 CS1888  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1888
 CS1888                          STATION DESCRIPTION
 CS1888
 CS1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CS1888'2.8 MI NW FROM GRAPEVINE.
 CS1888'ABOUT 1.4 MILES NORTHWEST ALONG BUSINESS ROUTE 114 FROM THE JUNCTION
 CS1888'OF STATE HIGHWAY 121 IN GRAPEVINE, THENCE 1.4 MILES NORTHWEST ALONG
 CS1888'STATE HIGHWAY 114 TO SITE OF MARK, 108 FEET SOUTH OF THE CENTER LINE
 CS1888'OF STATE HIGHWAY 114, 260 FEET WEST OF THE CENTER OF A BOARD GATE, 1
 CS1888'FOOT NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A METAL WITNESS
 CS1888'POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION 246 + 62.  A BENCH MARK
 CS1888'DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 CS1888'THE SURFACE OF GROUND.
 CS1888
 CS1888                          STATION RECOVERY (1990)
 CS1888
 CS1888'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWP)
 CS1888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1949 ***********************************************************************
 CS1949  DESIGNATION -  F 942
 CS1949  PID         -  CS1949
 CS1949  STATE/COUNTY-  TX/TARRANT
 CS1949  USGS QUAD   -  HURST (1981)
 CS1949
 CS1949                         *CURRENT SURVEY CONTROL
 CS1949  ___________________________________________________________________
 CS1949* NAD 83(1986)-  32 51 37.     (N)    097 13 15.     (W)     SCALED    
 CS1949* NAVD 88     -       192.179  (meters)     630.51   (feet)  ADJUSTED  
 CS1949  ___________________________________________________________________
 CS1949  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CS1949  DYNAMIC HT  -         191.955 (meters)     629.77  (feet)  COMP
 CS1949  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 CS1949
 CS1949  VERT ORDER  -  SECOND    CLASS 0
 CS1949
 CS1949.The horizontal coordinates were scaled from a topographic map and have
 CS1949.an estimated accuracy of +/- 6 seconds.
 CS1949
 CS1949.The orthometric height was determined by differential leveling
 CS1949.and adjusted by the National Geodetic Survey in June 1991..
 CS1949
 CS1949.The geoid height was determined by GEOID03.
 CS1949
 CS1949.The dynamic height is computed by dividing the NAVD 88
 CS1949.geopotential number by the normal gravity value computed on the
 CS1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1949.degrees latitude (g = 980.6199 gals.).
 CS1949
 CS1949.The modeled gravity was interpolated from observed gravity values.
 CS1949
 CS1949;                    North         East    Units  Estimated Accuracy
 CS1949;SPC TXNC     - 2,133,090.      719,710.      MT  (+/- 180 meters Scaled)
 CS1949
 CS1949                          SUPERSEDED SURVEY CONTROL
 CS1949
 CS1949  NGVD 29 (??/??/92)  192.168  (m)          630.47   (f) ADJ UNCH    2 0
 CS1949
 CS1949.Superseded values are not recommended for survey control.
 CS1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1949.See file dsdata.txt to determine how the superseded data were derived.
 CS1949
 CS1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB664372(NAD 83)
 CS1949_MARKER: DB = BENCH MARK DISK
 CS1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1949_STAMPING: F 942 1946
 CS1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1949+STABILITY: SURFACE MOTION
 CS1949
 CS1949  HISTORY     - Date     Condition        Report By
 CS1949  HISTORY     - 1946     MONUMENTED       CGS
 CS1949  HISTORY     - 1957     GOOD             NGS
 CS1949  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1949
 CS1949                          STATION DESCRIPTION
 CS1949
 CS1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1949'2.4 MI E FROM WATAUGA.
 CS1949'ABOUT 12 MILES NORTHEAST ALONG THE ST LOUIS AND SOUTHWESTERN RAILROAD
 CS1949'FROM THE STATION IN FORT WORTH, 2.4 MILES EAST OF WATAUGA, A SMALL
 CS1949'TOWN ON U.S. HIGHWAY NO. 377 AND ABOUT 0.8 MILE SOUTHWEST FROM
 CS1949'SMITHFIELD.  IT IS ABOUT 36 FEET NORTH OF THE CENTERLINE OF THE
 CS1949'EAST-WEST ROAD, 57 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE
 CS1949'CENTERLINE OF THE TRACKS AND ACROSS THE TRACKS AND THE ROAD FROM A
 CS1949'BUTANE TANK JUST WEST OF THE CROSSING OF THE TRACKS AND THE EAST-WEST
 CS1949'ROAD.  A STANDARD DISK STAMPED F 942 1946 IN A CONCRETE POST WHICH
 CS1949'PROJECTS ABOUT 4 INCHES.
 CS1949
 CS1949                          STATION RECOVERY (1997)
 CS1949
 CS1949'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1919 ***********************************************************************
 CS1919  DESIGNATION -  F 943
 CS1919  PID         -  CS1919
 CS1919  STATE/COUNTY-  TX/TARRANT
 CS1919  USGS QUAD   -  KELLER (1981)
 CS1919
 CS1919                         *CURRENT SURVEY CONTROL
 CS1919  ___________________________________________________________________
 CS1919* NAD 83(1986)-  32 57 23.     (N)    097 15 14.     (W)     SCALED    
 CS1919* NAVD 88     -       222.006  (meters)     728.36   (feet)  ADJUSTED  
 CS1919  ___________________________________________________________________
 CS1919  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CS1919  DYNAMIC HT  -         221.747 (meters)     727.51  (feet)  COMP
 CS1919  MODELED GRAV-     979,464.3   (mgal)                       NAVD 88
 CS1919
 CS1919  VERT ORDER  -  SECOND    CLASS 0
 CS1919
 CS1919.The horizontal coordinates were scaled from a topographic map and have
 CS1919.an estimated accuracy of +/- 6 seconds.
 CS1919
 CS1919.The orthometric height was determined by differential leveling
 CS1919.and adjusted by the National Geodetic Survey in June 1991..
 CS1919
 CS1919.The geoid height was determined by GEOID03.
 CS1919
 CS1919.The dynamic height is computed by dividing the NAVD 88
 CS1919.geopotential number by the normal gravity value computed on the
 CS1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1919.degrees latitude (g = 980.6199 gals.).
 CS1919
 CS1919.The modeled gravity was interpolated from observed gravity values.
 CS1919
 CS1919;                    North         East    Units  Estimated Accuracy
 CS1919;SPC TXNC     - 2,143,710.      716,490.      MT  (+/- 180 meters Scaled)
 CS1919
 CS1919                          SUPERSEDED SURVEY CONTROL
 CS1919
 CS1919  NGVD 29 (??/??/92)  221.992  (m)          728.32   (f) ADJ UNCH    2 0
 CS1919
 CS1919.Superseded values are not recommended for survey control.
 CS1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1919.See file dsdata.txt to determine how the superseded data were derived.
 CS1919
 CS1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB632478(NAD 83)
 CS1919_MARKER: DB = BENCH MARK DISK
 CS1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1919_STAMPING: F 943 1946
 CS1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1919+STABILITY: SURFACE MOTION
 CS1919
 CS1919  HISTORY     - Date     Condition        Report By
 CS1919  HISTORY     - 1946     MONUMENTED       CGS
 CS1919  HISTORY     - 1962     GOOD             NGS
 CS1919  HISTORY     - 1990     GOOD             USPSQD
 CS1919  HISTORY     - 19951118 GOOD             USPSQD
 CS1919  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 CS1919
 CS1919                          STATION DESCRIPTION
 CS1919
 CS1919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1919'1.5 MI N FROM KELLER.
 CS1919'ABOUT 1.5 MILES NORTH ALONG U.S. HIGHWAY 377 FROM THE FIRST BAPTIST
 CS1919'CHURCH AT KELLER, TARRANT COUNTY, AT THE T-JUNCTION OF A GRAVEL ROAD
 CS1919'LEADING EAST, 63 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 48 FEET
 CS1919'NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 24 FEET NORTH OF A FENCE
 CS1919'CORNER, 1 FOOT EAST OF THE FENCE, 1 FOOT SOUTH OF A WHITE WOODEN
 CS1919'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 CS1919'DISK, STAMPED F 943 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS1919'PROJECTING 3 INCHES ABOVE GROUND.
 CS1919
 CS1919                          STATION RECOVERY (1990)
 CS1919
 CS1919'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCS)
 CS1919'RECOVERED IN GOOD CONDITION.
 CS1919
 CS1919                          STATION RECOVERY (1995)
 CS1919
 CS1919'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1919'RECOVERED IN GOOD CONDITION.
 CS1919
 CS1919                          STATION RECOVERY (2002)
 CS1919
 CS1919'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1987 ***********************************************************************
 CS1987  DESIGNATION -  F 944
 CS1987  PID         -  CS1987
 CS1987  STATE/COUNTY-  TX/TARRANT
 CS1987  USGS QUAD   -  EULESS (1981)
 CS1987
 CS1987                         *CURRENT SURVEY CONTROL
 CS1987  ___________________________________________________________________
 CS1987* NAD 83(1986)-  32 50 13.     (N)    097 02 23.     (W)     SCALED    
 CS1987* NAVD 88     -       154.187  (meters)     505.86   (feet)  ADJUSTED  
 CS1987  ___________________________________________________________________
 CS1987  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CS1987  DYNAMIC HT  -         154.009 (meters)     505.28  (feet)  COMP
 CS1987  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 CS1987
 CS1987  VERT ORDER  -  SECOND    CLASS 0
 CS1987
 CS1987.The horizontal coordinates were scaled from a topographic map and have
 CS1987.an estimated accuracy of +/- 6 seconds.
 CS1987
 CS1987.The orthometric height was determined by differential leveling
 CS1987.and adjusted by the National Geodetic Survey in June 1991..
 CS1987
 CS1987.The geoid height was determined by GEOID03.
 CS1987
 CS1987.The dynamic height is computed by dividing the NAVD 88
 CS1987.geopotential number by the normal gravity value computed on the
 CS1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1987.degrees latitude (g = 980.6199 gals.).
 CS1987
 CS1987.The modeled gravity was interpolated from observed gravity values.
 CS1987
 CS1987;                    North         East    Units  Estimated Accuracy
 CS1987;SPC TXNC     - 2,130,720.      736,700.      MT  (+/- 180 meters Scaled)
 CS1987
 CS1987                          SUPERSEDED SURVEY CONTROL
 CS1987
 CS1987  NGVD 29 (??/??/92)  154.198  (m)          505.90   (f) ADJ UNCH    2 0
 CS1987
 CS1987.Superseded values are not recommended for survey control.
 CS1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1987.See file dsdata.txt to determine how the superseded data were derived.
 CS1987
 CS1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB834349(NAD 83)
 CS1987_MARKER: DB = BENCH MARK DISK
 CS1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1987_STAMPING: F 944 1946
 CS1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1987+STABILITY: SURFACE MOTION
 CS1987
 CS1987  HISTORY     - Date     Condition        Report By
 CS1987  HISTORY     - 1946     MONUMENTED       CGS
 CS1987  HISTORY     - 1957     GOOD             NGS
 CS1987
 CS1987                          STATION DESCRIPTION
 CS1987
 CS1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1987'2.3 MI E FROM EULESS.
 CS1987'2.6 MILES EAST ALONG STATE HIGHWAY 183 FROM THE MAIN CROSSROADS AT
 CS1987'EULESS, TARRANT COUNTY, 0.2 MILE EAST OF TWO CONCRETE BRIDGES, 85.5
 CS1987'FEET WEST OF A NORTH-AND-SOUTH FENCE LINE, 52.6 FEET NORTH OF THE
 CS1987'CENTERLINE OF THE WESTBOUND TRAFFIC LANE OF THE HIGHWAY, 38 FEET
 CS1987'NORTHWEST OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT,
 CS1987'1 FOOT SOUTH OF A FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 CS1987'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 944 1946 AND
 CS1987'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CS1987'NOTE-- IT IS 0.1 MILE WEST OF A CONCRETE BRIDGE AND ACROSS THE HIGHWAY
 CS1987'NORTH, NORTHEAST FROM THE NORTHEAST CORNER OF CARTER FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2020 ***********************************************************************
 CS2020  DESIGNATION -  F 945
 CS2020  PID         -  CS2020
 CS2020  STATE/COUNTY-  TX/TARRANT
 CS2020  USGS QUAD   -  HALTOM CITY (1981)
 CS2020
 CS2020                         *CURRENT SURVEY CONTROL
 CS2020  ___________________________________________________________________
 CS2020* NAD 83(1986)-  32 51 38.     (N)    097 20 47.     (W)     SCALED    
 CS2020* NAVD 88     -       211.799  (meters)     694.88   (feet)  ADJUSTED  
 CS2020  ___________________________________________________________________
 CS2020  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2020  DYNAMIC HT  -         211.550 (meters)     694.06  (feet)  COMP
 CS2020  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 CS2020
 CS2020  VERT ORDER  -  SECOND    CLASS 0
 CS2020
 CS2020.The horizontal coordinates were scaled from a topographic map and have
 CS2020.an estimated accuracy of +/- 6 seconds.
 CS2020
 CS2020.The orthometric height was determined by differential leveling
 CS2020.and adjusted by the National Geodetic Survey in June 1991..
 CS2020
 CS2020.The geoid height was determined by GEOID03.
 CS2020
 CS2020.The dynamic height is computed by dividing the NAVD 88
 CS2020.geopotential number by the normal gravity value computed on the
 CS2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2020.degrees latitude (g = 980.6199 gals.).
 CS2020
 CS2020.The modeled gravity was interpolated from observed gravity values.
 CS2020
 CS2020;                    North         East    Units  Estimated Accuracy
 CS2020;SPC TXNC     - 2,132,980.      707,960.      MT  (+/- 180 meters Scaled)
 CS2020
 CS2020                          SUPERSEDED SURVEY CONTROL
 CS2020
 CS2020  NGVD 29 (??/??/92)  211.785  (m)          694.83   (f) ADJ UNCH    2 0
 CS2020
 CS2020.Superseded values are not recommended for survey control.
 CS2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2020.See file dsdata.txt to determine how the superseded data were derived.
 CS2020
 CS2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB547370(NAD 83)
 CS2020_MARKER: DB = BENCH MARK DISK
 CS2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2020_STAMPING: F 945 1946
 CS2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2020+STABILITY: SURFACE MOTION
 CS2020
 CS2020  HISTORY     - Date     Condition        Report By
 CS2020  HISTORY     - 1946     MONUMENTED       CGS
 CS2020  HISTORY     - 1962     MARK NOT FOUND   NGS
 CS2020
 CS2020                          STATION DESCRIPTION
 CS2020
 CS2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS2020'1.0 MI E FROM SAGINAW.
 CS2020'AT GLOBE AIRPORT, TARRANT COUNTY, AT THE GLOBE AIRCRAFT PLANT, AND 3
 CS2020'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE HANGAR.  A STANDARD DISK
 CS2020'STAMPED F 945 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CS2020'INCHES ABOVE GROUND.  NOTE-- THE HANGAR AS MENTIONED IN THE ORIGINAL
 CS2020'DESCRIPTION HAS BEEN TORE DOWN AND A NEW HANGAR NOW STANDS IN THE SAME
 CS2020'AREA.  THE PLANT IS NOW A BRANCH PLANT OF THE BELL HELICOPTER COMPANY.
 CS2020'NOTE-- THE MARK IS BELEIVED TO BE ABOUT 4 INCHES BELOW THE SURFACE OF
 CS2020'THE ASPHALT, ABOUT MIDWAY FROM THE ENDS OF THE LONG METAL HANGAR,
 CS2020'ABOUT 6 INCHES NORTH OF THE NORTH SIDE OF HANGAR WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0334 ***********************************************************************
 DN0334  DESIGNATION -  F 947
 DN0334  PID         -  DN0334
 DN0334  STATE/COUNTY-  TX/DENTON
 DN0334  USGS QUAD   -  LITTLE ELM (1968)
 DN0334
 DN0334                         *CURRENT SURVEY CONTROL
 DN0334  ___________________________________________________________________
 DN0334* NAD 83(1993)-  33 09 03.40729(N)    096 58 21.32568(W)     ADJUSTED  
 DN0334* NAVD 88     -       175.716  (meters)     576.49   (feet)  ADJUSTED  
 DN0334  ___________________________________________________________________
 DN0334  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 DN0334  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DN0334  DYNAMIC HT  -         175.519 (meters)     575.85  (feet)  COMP
 DN0334  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 DN0334
 DN0334  HORZ ORDER  -  SECOND
 DN0334  VERT ORDER  -  SECOND    CLASS 0
 DN0334
 DN0334.The horizontal coordinates were established by classical geodetic methods
 DN0334.and adjusted by the National Geodetic Survey in February 1996..
 DN0334
 DN0334.The orthometric height was determined by differential leveling
 DN0334.and adjusted by the National Geodetic Survey in June 1991..
 DN0334
 DN0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0334
 DN0334.The geoid height was determined by GEOID03.
 DN0334
 DN0334.The dynamic height is computed by dividing the NAVD 88
 DN0334.geopotential number by the normal gravity value computed on the
 DN0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0334.degrees latitude (g = 980.6199 gals.).
 DN0334
 DN0334.The modeled gravity was interpolated from observed gravity values.
 DN0334
 DN0334;                    North         East     Units Scale Factor Converg.
 DN0334;SPC TXNC     - 2,165,627.373   742,474.818   MT  0.99987412   +0 49 58.9
 DN0334;SPC TXNC     - 7,105,062.47  2,435,936.13   sFT  0.99987412   +0 49 58.9
 DN0334;UTM  14      - 3,669,850.961   689,084.982   MT  1.00004084   +1 06 32.4
 DN0334
 DN0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0334!SPC TXNC     -   0.99997658  x   0.99987412  =   0.99985070
 DN0334!UTM  14      -   0.99997658  x   1.00004084  =   1.00001742
 DN0334
 DN0334                          SUPERSEDED SURVEY CONTROL
 DN0334
 DN0334  NAD 83(1993)-  33 09 03.40971(N)    096 58 21.31482(W) AD(       ) 2
 DN0334  NAD 83(1986)-  33 09 03.41276(N)    096 58 21.31130(W) AD(       ) 2
 DN0334  NAD 27      -  33 09 02.98400(N)    096 58 20.28600(W) AD(       ) 2
 DN0334  NGVD 29 (??/??/92)  175.716  (m)          576.49   (f) ADJ UNCH    2 0
 DN0334
 DN0334.Superseded values are not recommended for survey control.
 DN0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0334.See file dsdata.txt to determine how the superseded data were derived.
 DN0334
 DN0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8908569851(NAD 83)
 DN0334_MARKER: DB = BENCH MARK DISK
 DN0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0334_STAMPING: F 947 1946
 DN0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0334+STABILITY: SURFACE MOTION
 DN0334
 DN0334  HISTORY     - Date     Condition        Report By
 DN0334  HISTORY     - 1947     MONUMENTED       CGS
 DN0334  HISTORY     - 1960     GOOD             NGS
 DN0334  HISTORY     - 1963     GOOD             BGAS
 DN0334  HISTORY     - 19950707 GOOD             USPSQD
 DN0334  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0334  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0334
 DN0334                          STATION DESCRIPTION
 DN0334
 DN0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN0334'THIS STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF FRISCO
 DN0334'AND ABOUT 7 MILES NORTH OF LEWISVILLE ALONG RIGHT OF WAY
 DN0334'OF STATE ROUTE NO 24.  STATION IS 32 FEET EAST OF THE APPROXIMATE
 DN0334'CENTER LINE OF STATE ROUTE NO 24, 2.2 FEET NORTH OF A WHITE
 DN0334'WITNESS POST AND 0.9 FEET WEST OF A FENCE.  THE MARK PROJECTS
 DN0334'ABOUT 3 INCHES AND THE DISK IS STAMPED F 947 1946.
 DN0334'
 DN0334'TO REACH STATION FROM POST OFFICE IN LAKE DALLAS GO EAST
 DN0334'AND NORTHEAST ON STATE NO 24 FOR 5.3 MILES TO STATION ON
 DN0334'RIGHT OR EAST OF ROAD AS DESCRIBED.
 DN0334'
 DN0334'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GARZA.
 DN0334'THE DISTANCE IS 335.738 METERS, 1,101.50 FT.
 DN0334
 DN0334                          STATION RECOVERY (1960)
 DN0334
 DN0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DN0334'2.9 MI SW FROM LITTLE ELM.
 DN0334'ABOUT 3.3 MILES SOUTHWEST OF LITTLE ELM ALONG THE OLD ROUTE OF HIGHWAY
 DN0334'NO. 24 WHICH IS NOW AN UNNUMBERED ROAD WHICH DEAD-ENDS AT THE LAKE
 DN0334'SHORE.  TO REACH FROM LITTLE ELM, GO SOUTHWEST AND WEST ALONG F.M.
 DN0334'ROAD 720, 02.2 MILES TO THE EVA GROCERY AND THE Y JUNCTION OF THE F.M.
 DN0334'ROAD AND THE OLD HIGHWAY.  TAKE LEFT FORK WHICH IS THE OLD HIGHWAY AND
 DN0334'GO SOUTHWEST 01.1 MILES TO THE MARK ON THE LEFT.  IT IS 72.5 FEET
 DN0334'SOUTH OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT, 1
 DN0334'FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 31.5 FEET EAST OF THE
 DN0334'CENTERLINE OF THE BLACKTOP ROAD.  A DISK STAMPED F 947 1946 IN A
 DN0334'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  NOTE-- THE HIGHWAY NAMED
 DN0334'IN THE ORIGINAL DESCRIPTION IS NOW AN UNNAMED ROAD WHICH DEAD-ENDS AT
 DN0334'THE LAKE SHORE.
 DN0334
 DN0334                          STATION RECOVERY (1963)
 DN0334
 DN0334'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1963
 DN0334'STATION FOUND IN GOOD CONDITION.  CANNOT SEE FROM GARZA DUE
 DN0334'TO INTERVENING HILL.
 DN0334
 DN0334                          STATION RECOVERY (1995)
 DN0334
 DN0334'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0334'RECOVERED IN GOOD CONDITION.
 DN0334
 DN0334                          STATION RECOVERY (1998)
 DN0334
 DN0334'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0334'MARK NOT FOUND.
 DN0334
 DN0334                          STATION RECOVERY (2005)
 DN0334
 DN0334'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0667 ***********************************************************************
 DN0667  DESIGNATION -  F 949
 DN0667  PID         -  DN0667
 DN0667  STATE/COUNTY-  TX/DENTON
 DN0667  USGS QUAD   -  DENTON EAST (1978)
 DN0667
 DN0667                         *CURRENT SURVEY CONTROL
 DN0667  ___________________________________________________________________
 DN0667* NAD 83(1986)-  33 14 14.     (N)    097 05 09.     (W)     SCALED    
 DN0667* NAVD 88     -       181.053  (meters)     594.00   (feet)  ADJUSTED  
 DN0667  ___________________________________________________________________
 DN0667  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DN0667  DYNAMIC HT  -         180.852 (meters)     593.35  (feet)  COMP
 DN0667  MODELED GRAV-     979,522.9   (mgal)                       NAVD 88
 DN0667
 DN0667  VERT ORDER  -  SECOND    CLASS 0
 DN0667
 DN0667.The horizontal coordinates were scaled from a topographic map and have
 DN0667.an estimated accuracy of +/- 6 seconds.
 DN0667
 DN0667.The orthometric height was determined by differential leveling
 DN0667.and adjusted by the National Geodetic Survey in June 1991..
 DN0667
 DN0667.The geoid height was determined by GEOID03.
 DN0667
 DN0667.The dynamic height is computed by dividing the NAVD 88
 DN0667.geopotential number by the normal gravity value computed on the
 DN0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0667.degrees latitude (g = 980.6199 gals.).
 DN0667
 DN0667.The modeled gravity was interpolated from observed gravity values.
 DN0667
 DN0667;                    North         East    Units  Estimated Accuracy
 DN0667;SPC TXNC     - 2,175,050.      731,780.      MT  (+/- 180 meters Scaled)
 DN0667
 DN0667                          SUPERSEDED SURVEY CONTROL
 DN0667
 DN0667  NGVD 29 (??/??/92)  181.044  (m)          593.98   (f) ADJ UNCH    2 0
 DN0667
 DN0667.Superseded values are not recommended for survey control.
 DN0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0667.See file dsdata.txt to determine how the superseded data were derived.
 DN0667
 DN0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB783792(NAD 83)
 DN0667_MARKER: DB = BENCH MARK DISK
 DN0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0667_STAMPING: F 949 1946
 DN0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0667+STABILITY: SURFACE MOTION
 DN0667
 DN0667  HISTORY     - Date     Condition        Report By
 DN0667  HISTORY     - 1946     MONUMENTED       CGS
 DN0667  HISTORY     - 19950706 MARK NOT FOUND   USPSQD
 DN0667  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0667  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0667
 DN0667                          STATION DESCRIPTION
 DN0667
 DN0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0667'3.3 MI E FROM DENTON.
 DN0667'3.3 MILES EAST OF DENTON, DENTON COUNTY, FROM THE POST OFFICE, 0.1
 DN0667'MILE EAST ALONG MCKINNEY STREET, 0.4 MILE NORTH ALONG OAKLAND AVENUE,
 DN0667'0.4 MILE EAST ALONG TEXAS STREET, AND 2.4 MILES NORTHEAST ALONG A
 DN0667'GRAVEL ROAD PARALLELING THE TEXAS AND PACIFIC RAILWAY, BETWEEN THE
 DN0667'ROAD AND THE RAILROAD, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 DN0667'38 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 29.5 FEET NORTHWEST
 DN0667'OF A SEMAPHORE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND 1
 DN0667'FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED F 949 1946 AND
 DN0667'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 DN0667
 DN0667                          STATION RECOVERY (1995)
 DN0667
 DN0667'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0667'MARK NOT FOUND.
 DN0667
 DN0667                          STATION RECOVERY (1998)
 DN0667
 DN0667'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0667'MARK NOT FOUND.
 DN0667
 DN0667                          STATION RECOVERY (2005)
 DN0667
 DN0667'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1513 ***********************************************************************
 AJ1513  DESIGNATION -  F 95 RESET
 AJ1513  PID         -  AJ1513
 AJ1513  STATE/COUNTY-  TX/WEBB
 AJ1513  USGS QUAD   -  LAREDO EAST (1980)
 AJ1513
 AJ1513                         *CURRENT SURVEY CONTROL
 AJ1513  ___________________________________________________________________
 AJ1513* NAD 83(1986)-  27 30 18.     (N)    099 28 16.     (W)     SCALED    
 AJ1513* NAVD 88     -       129.91   (meters)     426.2    (feet)  RESET     
 AJ1513  ___________________________________________________________________
 AJ1513  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AJ1513
 AJ1513  VERT ORDER  -  THIRD
 AJ1513
 AJ1513.The horizontal coordinates were scaled from a topographic map and have
 AJ1513.an estimated accuracy of +/- 6 seconds.
 AJ1513
 AJ1513.The orthometric height was computed from unverified reset data.
 AJ1513
 AJ1513.The geoid height was determined by GEOID03.
 AJ1513
 AJ1513;                    North         East    Units  Estimated Accuracy
 AJ1513;SPC TX S     - 5,204,040.      204,050.      MT  (+/- 180 meters Scaled)
 AJ1513
 AJ1513                          SUPERSEDED SURVEY CONTROL
 AJ1513
 AJ1513.No superseded survey control is available for this station.
 AJ1513
 AJ1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR534424(NAD 83)
 AJ1513_MARKER: DV = VERTICAL CONTROL DISK
 AJ1513_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ1513_SP_SET: PEDESTRIAN RAMP
 AJ1513_STAMPING: F 95 RESET 1990
 AJ1513_MARK LOGO: NGS   
 AJ1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1513
 AJ1513  HISTORY     - Date     Condition        Report By
 AJ1513  HISTORY     - 1990     MONUMENTED       TXHD
 AJ1513
 AJ1513                          STATION DESCRIPTION
 AJ1513
 AJ1513'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1990
 AJ1513'2.8 MILES (4.5 KM) SOUTHEAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE
 AJ1513'STATION IN LAREDO, FROM INTERSECTION OF U.S. 83 AND MARKET STREET, GO
 AJ1513'477.5 FEET (145.5 M) NORTHWEST ON US 83 TO TEX-MEX RAILROAD OVERPASS,
 AJ1513'8.7 FEET (2.7 M) FROM NORTHEAST CORNER OF THE NORTHEAST RAMP AND 14.7
 AJ1513'FEET (4.5 M) FROM CENTER OF RAILROAD TRACKS, SET FLUSH WITH SURFACE
 AJ1513'OF PEDESTRIAN RAMP AT TEX-MEX RAILROAD OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0659 ***********************************************************************
 DN0659  DESIGNATION -  F 950
 DN0659  PID         -  DN0659
 DN0659  STATE/COUNTY-  TX/DENTON
 DN0659  USGS QUAD   -  GREEN VALLEY (1978)
 DN0659
 DN0659                         *CURRENT SURVEY CONTROL
 DN0659  ___________________________________________________________________
 DN0659* NAD 83(1986)-  33 16 08.     (N)    097 04 53.     (W)     SCALED    
 DN0659* NAVD 88     -       181.048  (meters)     593.99   (feet)  ADJUSTED  
 DN0659  ___________________________________________________________________
 DN0659  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DN0659  DYNAMIC HT  -         180.850 (meters)     593.34  (feet)  COMP
 DN0659  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 DN0659
 DN0659  VERT ORDER  -  SECOND    CLASS 0
 DN0659
 DN0659.The horizontal coordinates were scaled from a topographic map and have
 DN0659.an estimated accuracy of +/- 6 seconds.
 DN0659
 DN0659.The orthometric height was determined by differential leveling
 DN0659.and adjusted by the National Geodetic Survey in June 1991..
 DN0659
 DN0659.The geoid height was determined by GEOID03.
 DN0659
 DN0659.The dynamic height is computed by dividing the NAVD 88
 DN0659.geopotential number by the normal gravity value computed on the
 DN0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0659.degrees latitude (g = 980.6199 gals.).
 DN0659
 DN0659.The modeled gravity was interpolated from observed gravity values.
 DN0659
 DN0659;                    North         East    Units  Estimated Accuracy
 DN0659;SPC TXNC     - 2,178,560.      732,150.      MT  (+/- 180 meters Scaled)
 DN0659
 DN0659                          SUPERSEDED SURVEY CONTROL
 DN0659
 DN0659  NGVD 29 (??/??/92)  181.038  (m)          593.96   (f) ADJ UNCH    2 0
 DN0659
 DN0659.Superseded values are not recommended for survey control.
 DN0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0659.See file dsdata.txt to determine how the superseded data were derived.
 DN0659
 DN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB786827(NAD 83)
 DN0659_MARKER: DB = BENCH MARK DISK
 DN0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0659_STAMPING: F 950 1946
 DN0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0659+STABILITY: SURFACE MOTION
 DN0659
 DN0659  HISTORY     - Date     Condition        Report By
 DN0659  HISTORY     - 1946     MONUMENTED       CGS
 DN0659  HISTORY     - 1960     GOOD             NGS
 DN0659  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN0659  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0659
 DN0659                          STATION DESCRIPTION
 DN0659
 DN0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0659'4.8 MI NE FROM DENTON.
 DN0659'AT HARTLEE AIRPORT, DENTON COUNTY, AT THE SOUTH HANGAR, 24.8 FEET
 DN0659'NORTHWEST OF THE FLAGPOLE, 23.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DN0659'OF THE HANGAR, 20.6 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE
 DN0659'APRON, AND 3 FEET EAST OF A CONCRETE WALK.  A STANDARD DISK, STAMPED F
 DN0659'950 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 DN0659'ABOVE GROUND.  NOTE-- THE AIRPORT IS NO LONGER ACTIVE AND THE OLD
 DN0659'HANGERS ARE NOW USED FOR RANCH SUPPLIES AND EQUIPMENT STORAGE.
 DN0659
 DN0659                          STATION RECOVERY (1995)
 DN0659
 DN0659'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0659'MARK NOT FOUND.
 DN0659
 DN0659                          STATION RECOVERY (1998)
 DN0659
 DN0659'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0629 ***********************************************************************
 BZ0629  DESIGNATION -  F 951
 BZ0629  PID         -  BZ0629
 BZ0629  STATE/COUNTY-  TX/NAVARRO
 BZ0629  USGS QUAD   -  IRENE (1978)
 BZ0629
 BZ0629                         *CURRENT SURVEY CONTROL
 BZ0629  ___________________________________________________________________
 BZ0629* NAD 83(1986)-  31 59 30.     (N)    096 48 47.     (W)     SCALED    
 BZ0629* NAVD 88     -       141.764  (meters)     465.10   (feet)  ADJUSTED  
 BZ0629  ___________________________________________________________________
 BZ0629  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BZ0629  DYNAMIC HT  -         141.595 (meters)     464.55  (feet)  COMP
 BZ0629  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 BZ0629
 BZ0629  VERT ORDER  -  SECOND    CLASS 0
 BZ0629
 BZ0629.The horizontal coordinates were scaled from a topographic map and have
 BZ0629.an estimated accuracy of +/- 6 seconds.
 BZ0629
 BZ0629.The orthometric height was determined by differential leveling
 BZ0629.and adjusted by the National Geodetic Survey in June 1991..
 BZ0629
 BZ0629.The geoid height was determined by GEOID03.
 BZ0629
 BZ0629.The dynamic height is computed by dividing the NAVD 88
 BZ0629.geopotential number by the normal gravity value computed on the
 BZ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0629.degrees latitude (g = 980.6199 gals.).
 BZ0629
 BZ0629.The modeled gravity was interpolated from observed gravity values.
 BZ0629
 BZ0629;                    North         East    Units  Estimated Accuracy
 BZ0629;SPC TXNC     - 2,037,320.      759,420.      MT  (+/- 180 meters Scaled)
 BZ0629
 BZ0629                          SUPERSEDED SURVEY CONTROL
 BZ0629
 BZ0629  NGVD 29 (??/??/92)  141.734  (m)          465.01   (f) ADJ UNCH    2 0
 BZ0629
 BZ0629.Superseded values are not recommended for survey control.
 BZ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0629.See file dsdata.txt to determine how the superseded data were derived.
 BZ0629
 BZ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA066416(NAD 83)
 BZ0629_MARKER: DB = BENCH MARK DISK
 BZ0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0629_STAMPING: F 951 1946
 BZ0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0629+STABILITY: SURFACE MOTION
 BZ0629
 BZ0629  HISTORY     - Date     Condition        Report By
 BZ0629  HISTORY     - 1946     MONUMENTED       CGS
 BZ0629
 BZ0629                          STATION DESCRIPTION
 BZ0629
 BZ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0629'1.8 MI NW FROM EMMET.
 BZ0629'TO REACH FROM THE EMMET SCHOOL AT EMMET GO WEST 1.0 MILE ALONG A
 BZ0629'GRADED DIRT ROAD, THENCE NORTH 0.8 MILE ALONG A GRADED DIRT ROAD TO
 BZ0629'SITE OF MARK, BENCH MARK IS ABOUT 80 YARDS EAST OF A FARMHOUSE, 24.5
 BZ0629'FEET WEST OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 BZ0629'ROAD, 25.0 FEET NORTH OF THE CENTER LINE OF THE FARMHOUSE DRIVE, 3.0
 BZ0629'FEET NORTHWEST OF A TELEPHONE POLE, 1.0 FOOT WEST OF A FENCE AND 1.0
 BZ0629'FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED F 951
 BZ0629'1946 SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0865 ***********************************************************************
 CS0865  DESIGNATION -  F 952
 CS0865  PID         -  CS0865
 CS0865  STATE/COUNTY-  TX/NAVARRO
 CS0865  USGS QUAD   -  CRYER CREEK (1978)
 CS0865
 CS0865                         *CURRENT SURVEY CONTROL
 CS0865  ___________________________________________________________________
 CS0865* NAD 83(1986)-  32 08 34.     (N)    096 41 21.     (W)     SCALED    
 CS0865* NAVD 88     -       160.333  (meters)     526.03   (feet)  ADJUSTED  
 CS0865  ___________________________________________________________________
 CS0865  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CS0865  DYNAMIC HT  -         160.146 (meters)     525.41  (feet)  COMP
 CS0865  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 CS0865
 CS0865  VERT ORDER  -  SECOND    CLASS 0
 CS0865
 CS0865.The horizontal coordinates were scaled from a topographic map and have
 CS0865.an estimated accuracy of +/- 6 seconds.
 CS0865
 CS0865.The orthometric height was determined by differential leveling
 CS0865.and adjusted by the National Geodetic Survey in June 1991..
 CS0865
 CS0865.The geoid height was determined by GEOID03.
 CS0865
 CS0865.The dynamic height is computed by dividing the NAVD 88
 CS0865.geopotential number by the normal gravity value computed on the
 CS0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0865.degrees latitude (g = 980.6199 gals.).
 CS0865
 CS0865.The modeled gravity was interpolated from observed gravity values.
 CS0865
 CS0865;                    North         East    Units  Estimated Accuracy
 CS0865;SPC TXNC     - 2,054,270.      770,840.      MT  (+/- 180 meters Scaled)
 CS0865
 CS0865                          SUPERSEDED SURVEY CONTROL
 CS0865
 CS0865  NGVD 29 (??/??/92)  160.320  (m)          525.98   (f) ADJ UNCH    2 0
 CS0865
 CS0865.Superseded values are not recommended for survey control.
 CS0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0865.See file dsdata.txt to determine how the superseded data were derived.
 CS0865
 CS0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA179586(NAD 83)
 CS0865_MARKER: DB = BENCH MARK DISK
 CS0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0865_STAMPING: F 952 1946
 CS0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0865+STABILITY: SURFACE MOTION
 CS0865
 CS0865  HISTORY     - Date     Condition        Report By
 CS0865  HISTORY     - 1946     MONUMENTED       CGS
 CS0865
 CS0865                          STATION DESCRIPTION
 CS0865
 CS0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0865'6.2 MI NE FROM BLOOMING GROVE.
 CS0865'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.3 MILE
 CS0865'ALONG MAIN STREET, THENCE EAST 1.0 MILE ALONG STATE HIGHWAY NO. 22,
 CS0865'THENCE NORTH 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 0.8 MILE
 CS0865'ALONG A GRADED DIRT ROAD, THENCE NORTHERLY 3.4 MILES ALONG A GRADED
 CS0865'DIRT ROAD, THENCE EASTERLY 0.6 MILE ALONG A GRADED DIRT ROAD TO SITE
 CS0865'OF MARK, BENCH MARK IS ABOUT 100 YARDS NORTH-NORTHEAST OF A FARMHOUSE,
 CS0865'73.4 FEET SOUTH OF A TWENTY INCH OAK TREE, 29.0 FEET NORTHWEST OF AND
 CS0865'ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 65.0 FEET WEST
 CS0865'OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A GARDEN, 1.0 FOOT
 CS0865'SOUTHEAST OF A FENCE AND 1.0 FOOT WEST OF A 4 IN. X 4 IN. MARKER POST.
 CS0865'A BRONZE DISK STAMPED F 952 1946 SET IN THE TOP OF A CONCRETE POST
 CS0865'WHICH PROJECTS 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0923 ***********************************************************************
 CS0923  DESIGNATION -  F 954
 CS0923  PID         -  CS0923
 CS0923  STATE/COUNTY-  TX/NAVARRO
 CS0923  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0923
 CS0923                         *CURRENT SURVEY CONTROL
 CS0923  ___________________________________________________________________
 CS0923* NAD 83(1986)-  32 06 08.     (N)    096 38 12.     (W)     SCALED    
 CS0923* NAVD 88     -       154.956  (meters)     508.38   (feet)  ADJUSTED  
 CS0923  ___________________________________________________________________
 CS0923  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CS0923  DYNAMIC HT  -         154.775 (meters)     507.79  (feet)  COMP
 CS0923  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 CS0923
 CS0923  VERT ORDER  -  SECOND    CLASS 0
 CS0923
 CS0923.The horizontal coordinates were scaled from a topographic map and have
 CS0923.an estimated accuracy of +/- 6 seconds.
 CS0923
 CS0923.The orthometric height was determined by differential leveling
 CS0923.and adjusted by the National Geodetic Survey in June 1991..
 CS0923
 CS0923.The geoid height was determined by GEOID03.
 CS0923
 CS0923.The dynamic height is computed by dividing the NAVD 88
 CS0923.geopotential number by the normal gravity value computed on the
 CS0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0923.degrees latitude (g = 980.6199 gals.).
 CS0923
 CS0923.The modeled gravity was interpolated from observed gravity values.
 CS0923
 CS0923;                    North         East    Units  Estimated Accuracy
 CS0923;SPC TXNC     - 2,049,860.      775,870.      MT  (+/- 180 meters Scaled)
 CS0923
 CS0923                          SUPERSEDED SURVEY CONTROL
 CS0923
 CS0923  NGVD 29 (??/??/92)  154.944  (m)          508.35   (f) ADJ UNCH    2 0
 CS0923
 CS0923.Superseded values are not recommended for survey control.
 CS0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0923.See file dsdata.txt to determine how the superseded data were derived.
 CS0923
 CS0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA230542(NAD 83)
 CS0923_MARKER: DB = BENCH MARK DISK
 CS0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0923_STAMPING: F 954 1946
 CS0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0923+STABILITY: SURFACE MOTION
 CS0923
 CS0923  HISTORY     - Date     Condition        Report By
 CS0923  HISTORY     - 1946     MONUMENTED       CGS
 CS0923
 CS0923                          STATION DESCRIPTION
 CS0923
 CS0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0923'IN BARRY.
 CS0923'AT BARRY, ABOUT 0.2 MILE NORTH OF THE POST OFFICE, 56.0 FEET SOUTH OF
 CS0923'AND ABOUT LEVEL WITH THE CENTER LINE OF STATE HIGHWAY NO. 22, 184.0
 CS0923'FEET WEST OF THE CENTER LINE OF MAIN STREET, 95.0 FEET WEST OF THE
 CS0923'NORTHWEST CORNER OF A HOUSE, 7.0 FEET NORTHWEST OF A FENCE CORNER AND
 CS0923'1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED F 954
 CS0923'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CS0923'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0938 ***********************************************************************
 CS0938  DESIGNATION -  F 955
 CS0938  PID         -  CS0938
 CS0938  STATE/COUNTY-  TX/NAVARRO
 CS0938  USGS QUAD   -  FROST (1965)
 CS0938
 CS0938                         *CURRENT SURVEY CONTROL
 CS0938  ___________________________________________________________________
 CS0938* NAD 83(1986)-  32 03 53.     (N)    096 52 14.     (W)     SCALED    
 CS0938* NAVD 88     -       170.323  (meters)     558.80   (feet)  ADJUSTED  
 CS0938  ___________________________________________________________________
 CS0938  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CS0938  DYNAMIC HT  -         170.119 (meters)     558.13  (feet)  COMP
 CS0938  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 CS0938
 CS0938  VERT ORDER  -  SECOND    CLASS 0
 CS0938
 CS0938.The horizontal coordinates were scaled from a topographic map and have
 CS0938.an estimated accuracy of +/- 6 seconds.
 CS0938
 CS0938.The orthometric height was determined by differential leveling
 CS0938.and adjusted by the National Geodetic Survey in June 1991..
 CS0938
 CS0938.The geoid height was determined by GEOID03.
 CS0938
 CS0938.The dynamic height is computed by dividing the NAVD 88
 CS0938.geopotential number by the normal gravity value computed on the
 CS0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0938.degrees latitude (g = 980.6199 gals.).
 CS0938
 CS0938.The modeled gravity was interpolated from observed gravity values.
 CS0938
 CS0938;                    North         East    Units  Estimated Accuracy
 CS0938;SPC TXNC     - 2,045,340.      753,860.      MT  (+/- 180 meters Scaled)
 CS0938
 CS0938                          SUPERSEDED SURVEY CONTROL
 CS0938
 CS0938  NGVD 29 (??/??/92)  170.293  (m)          558.70   (f) ADJ UNCH    2 0
 CS0938
 CS0938.Superseded values are not recommended for survey control.
 CS0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0938.See file dsdata.txt to determine how the superseded data were derived.
 CS0938
 CS0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA010495(NAD 83)
 CS0938_MARKER: DB = BENCH MARK DISK
 CS0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0938_STAMPING: F 955 1946
 CS0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0938+STABILITY: SURFACE MOTION
 CS0938
 CS0938  HISTORY     - Date     Condition        Report By
 CS0938  HISTORY     - 1946     MONUMENTED       CGS
 CS0938
 CS0938                          STATION DESCRIPTION
 CS0938
 CS0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0938'1.4 MI E FROM MERTENS.
 CS0938'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 CS0938'MERTENS GO EASTERLY 1.4 MILES ALONG STATE HIGHWAY NO. 22 TO SITE OF
 CS0938'MARK, BENCH MARK IS 55.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 CS0938'LINE OF THE HIGHWAY, 53.0 FEET EAST OF A POWER POLE, 21.0 FEET EAST OF
 CS0938'A FENCE CORNER, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4
 CS0938'IN. MARKER POST.  A BRONZE DISK STAMPED F 955 1946 SET IN THE TOP OF A
 CS0938'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0732 ***********************************************************************
 CS0732  DESIGNATION -  F 956
 CS0732  PID         -  CS0732
 CS0732  STATE/COUNTY-  TX/HILL
 CS0732  USGS QUAD   -  FROST (1965)
 CS0732
 CS0732                         *CURRENT SURVEY CONTROL
 CS0732  ___________________________________________________________________
 CS0732* NAD 83(1986)-  32 00 05.     (N)    096 52 25.     (W)     SCALED    
 CS0732* NAVD 88     -       163.123  (meters)     535.18   (feet)  ADJUSTED  
 CS0732  ___________________________________________________________________
 CS0732  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CS0732  DYNAMIC HT  -         162.928 (meters)     534.54  (feet)  COMP
 CS0732  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 CS0732
 CS0732  VERT ORDER  -  SECOND    CLASS 0
 CS0732
 CS0732.The horizontal coordinates were scaled from a topographic map and have
 CS0732.an estimated accuracy of +/- 6 seconds.
 CS0732
 CS0732.The orthometric height was determined by differential leveling
 CS0732.and adjusted by the National Geodetic Survey in June 1991..
 CS0732
 CS0732.The geoid height was determined by GEOID03.
 CS0732
 CS0732.The dynamic height is computed by dividing the NAVD 88
 CS0732.geopotential number by the normal gravity value computed on the
 CS0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0732.degrees latitude (g = 980.6199 gals.).
 CS0732
 CS0732.The modeled gravity was interpolated from observed gravity values.
 CS0732
 CS0732;                    North         East    Units  Estimated Accuracy
 CS0732;SPC TXNC     - 2,038,310.      753,680.      MT  (+/- 180 meters Scaled)
 CS0732
 CS0732                          SUPERSEDED SURVEY CONTROL
 CS0732
 CS0732  NGVD 29 (??/??/92)  163.087  (m)          535.06   (f) ADJ UNCH    2 0
 CS0732
 CS0732.Superseded values are not recommended for survey control.
 CS0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0732.See file dsdata.txt to determine how the superseded data were derived.
 CS0732
 CS0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA008425(NAD 83)
 CS0732_MARKER: DB = BENCH MARK DISK
 CS0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0732_STAMPING: F 956 1946
 CS0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0732+STABILITY: SURFACE MOTION
 CS0732
 CS0732  HISTORY     - Date     Condition        Report By
 CS0732  HISTORY     - 1946     MONUMENTED       CGS
 CS0732  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CS0732
 CS0732                          STATION DESCRIPTION
 CS0732
 CS0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0732'0.7 MI N FROM IRENE.
 CS0732'0.7 MILE NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 CS0732'THE STATION AT IRENE, HILL COUNTY, 90 FEET SOUTH OF MILEPOST 209, 48
 CS0732'FEET EAST OF THE CENTERLINE OF A GRADED DIRT ROAD, 33 FEET WEST OF THE
 CS0732'CENTERLINE OF THE TRACK, AND 2.5 FEET EAST OF A WHITE WOODEN WITNESS
 CS0732'POST.  A STANDARD DISK, STMPED F 956 1946 AND SET IN THE TOP OF A
 CS0732'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CS0732
 CS0732                          STATION RECOVERY (1999)
 CS0732
 CS0732'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1482 ***********************************************************************
 CS1482  DESIGNATION -  F 957
 CS1482  PID         -  CS1482
 CS1482  STATE/COUNTY-  TX/DALLAS
 CS1482  USGS QUAD   -  HUTCHINS (1973)
 CS1482
 CS1482                         *CURRENT SURVEY CONTROL
 CS1482  ___________________________________________________________________
 CS1482* NAD 83(1986)-  32 37 30.     (N)    096 42 08.     (W)     SCALED    
 CS1482* NAVD 88     -       149.733  (meters)     491.25   (feet)  ADJUSTED  
 CS1482  ___________________________________________________________________
 CS1482  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CS1482  DYNAMIC HT  -         149.562 (meters)     490.69  (feet)  COMP
 CS1482  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 CS1482
 CS1482  VERT ORDER  -  SECOND    CLASS 0
 CS1482
 CS1482.The horizontal coordinates were scaled from a topographic map and have
 CS1482.an estimated accuracy of +/- 6 seconds.
 CS1482
 CS1482.The orthometric height was determined by differential leveling
 CS1482.and adjusted by the National Geodetic Survey in June 1991..
 CS1482
 CS1482.The geoid height was determined by GEOID03.
 CS1482
 CS1482.The dynamic height is computed by dividing the NAVD 88
 CS1482.geopotential number by the normal gravity value computed on the
 CS1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1482.degrees latitude (g = 980.6199 gals.).
 CS1482
 CS1482.The modeled gravity was interpolated from observed gravity values.
 CS1482
 CS1482;                    North         East    Units  Estimated Accuracy
 CS1482;SPC TXNC     - 2,107,710.      768,690.      MT  (+/- 180 meters Scaled)
 CS1482
 CS1482                          SUPERSEDED SURVEY CONTROL
 CS1482
 CS1482  NGVD 29 (??/??/92)  149.742  (m)          491.28   (f) ADJ UNCH    2 0
 CS1482
 CS1482.Superseded values are not recommended for survey control.
 CS1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1482.See file dsdata.txt to determine how the superseded data were derived.
 CS1482
 CS1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB155120(NAD 83)
 CS1482_MARKER: DB = BENCH MARK DISK
 CS1482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1482_SP_SET: CULVERT
 CS1482_STAMPING: F 957 1946
 CS1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1482
 CS1482  HISTORY     - Date     Condition        Report By
 CS1482  HISTORY     - 1946     MONUMENTED       CGS
 CS1482  HISTORY     - 1958     GOOD             NGS
 CS1482
 CS1482                          STATION DESCRIPTION
 CS1482
 CS1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1482'1.7 MI S FROM HUTCHINS.
 CS1482'1.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS1482'STATION AT HUTCHINS.  2.5 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS
 CS1482'RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 75 AT WILMER.  63.5 FEET
 CS1482'EAST OF AND LEVEL WITH THE CENTER LINE OF U.S. HIGHWAY 75, 20.0 FEET
 CS1482'WEST OF AND 9.0 FEET LOWER THAN THE CENTER LINE OF THE RAILROAD
 CS1482'TRACKS.  A BRONZE DISK SET IN THE TOP OF THE SOUTH END OF THE WEST
 CS1482'HEADWALL OF RAILROAD CULVERT NUMBER 252.65.
 CS1482
 CS1482                          STATION RECOVERY (1958)
 CS1482
 CS1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0092 ***********************************************************************
 CS0092  DESIGNATION -  F 959
 CS0092  PID         -  CS0092
 CS0092  STATE/COUNTY-  TX/KAUFMAN
 CS0092  USGS QUAD   -  SCURRY (1973)
 CS0092
 CS0092                         *CURRENT SURVEY CONTROL
 CS0092  ___________________________________________________________________
 CS0092* NAD 83(1986)-  32 30 25.     (N)    096 23 27.     (W)     SCALED    
 CS0092* NAVD 88     -       130.569  (meters)     428.38   (feet)  ADJUSTED  
 CS0092  ___________________________________________________________________
 CS0092  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0092  DYNAMIC HT  -         130.423 (meters)     427.90  (feet)  COMP
 CS0092  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 CS0092
 CS0092  VERT ORDER  -  SECOND    CLASS 0
 CS0092
 CS0092.The horizontal coordinates were scaled from a topographic map and have
 CS0092.an estimated accuracy of +/- 6 seconds.
 CS0092
 CS0092.The orthometric height was determined by differential leveling
 CS0092.and adjusted by the National Geodetic Survey in June 1991..
 CS0092
 CS0092.The geoid height was determined by GEOID03.
 CS0092
 CS0092.The dynamic height is computed by dividing the NAVD 88
 CS0092.geopotential number by the normal gravity value computed on the
 CS0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0092.degrees latitude (g = 980.6199 gals.).
 CS0092
 CS0092.The modeled gravity was interpolated from observed gravity values.
 CS0092
 CS0092;                    North         East    Units  Estimated Accuracy
 CS0092;SPC TXNC     - 2,095,170.      798,170.      MT  (+/- 180 meters Scaled)
 CS0092
 CS0092                          SUPERSEDED SURVEY CONTROL
 CS0092
 CS0092  NGVD 29 (??/??/92)  130.578  (m)          428.40   (f) ADJ UNCH    2 0
 CS0092
 CS0092.Superseded values are not recommended for survey control.
 CS0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0092.See file dsdata.txt to determine how the superseded data were derived.
 CS0092
 CS0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA451996(NAD 83)
 CS0092_MARKER: DB = BENCH MARK DISK
 CS0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0092_STAMPING: F 959 1946
 CS0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0092+STABILITY: SURFACE MOTION
 CS0092
 CS0092  HISTORY     - Date     Condition        Report By
 CS0092  HISTORY     - 1946     MONUMENTED       CGS
 CS0092  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0092
 CS0092                          STATION DESCRIPTION
 CS0092
 CS0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0092'0.9 MI SW FROM SCURRY.
 CS0092'TO REACH MARK FROM THE JUNCTION OF STATE HIGHWAY NO. 34 AND THE
 CS0092'MAINSTREET OF SCURRY, GO SOUTHWEST 0.9 MILES ALONG STATE HIGHWAY NO.
 CS0092'34 TO SITE OF MARK.  BENCH MARK IS AT A ROAD CROSSING, 78 FEET
 CS0092'NORTHWEST OF AND 2.5 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY,
 CS0092'33 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD,
 CS0092'1 FOOT NORTH OF A 4 X 4 MARKER POST, IN LINE WITH A ROW OF TELEGRAPH
 CS0092'POLES.  A BRONZE DISC STAMPED F 959 1946 AND SET IN THE TOP OF A
 CS0092'CONCRETE POST WHICH PROJECTS 3 INCHES.
 CS0092
 CS0092                          STATION RECOVERY (1962)
 CS0092
 CS0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0446 ***********************************************************************
 CR0446  DESIGNATION -  F 96
 CR0446  PID         -  CR0446
 CR0446  STATE/COUNTY-  TX/SMITH
 CR0446  USGS QUAD   -  MOUNT SYLVAN (1973)
 CR0446
 CR0446                         *CURRENT SURVEY CONTROL
 CR0446  ___________________________________________________________________
 CR0446* NAD 83(1986)-  32 29 01.     (N)    095 23 35.     (W)     SCALED    
 CR0446* NAVD 88     -       149.918  (meters)     491.86   (feet)  ADJUSTED  
 CR0446  ___________________________________________________________________
 CR0446  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CR0446  DYNAMIC HT  -         149.744 (meters)     491.29  (feet)  COMP
 CR0446  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 CR0446
 CR0446  VERT ORDER  -  FIRST     CLASS II
 CR0446
 CR0446.The horizontal coordinates were scaled from a topographic map and have
 CR0446.an estimated accuracy of +/- 6 seconds.
 CR0446
 CR0446.The orthometric height was determined by differential leveling
 CR0446.and adjusted by the National Geodetic Survey in June 1991..
 CR0446
 CR0446.The geoid height was determined by GEOID03.
 CR0446
 CR0446.The dynamic height is computed by dividing the NAVD 88
 CR0446.geopotential number by the normal gravity value computed on the
 CR0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0446.degrees latitude (g = 980.6199 gals.).
 CR0446
 CR0446.The modeled gravity was interpolated from observed gravity values.
 CR0446
 CR0446;                    North         East    Units  Estimated Accuracy
 CR0446;SPC TXNC     - 2,094,910.      891,970.      MT  (+/- 180 meters Scaled)
 CR0446
 CR0446                          SUPERSEDED SURVEY CONTROL
 CR0446
 CR0446  NGVD 29 (??/??/92)  149.951  (m)          491.96   (f) ADJ UNCH    1 2
 CR0446
 CR0446.Superseded values are not recommended for survey control.
 CR0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0446.See file dsdata.txt to determine how the superseded data were derived.
 CR0446
 CR0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR751965(NAD 83)
 CR0446_MARKER: DB = BENCH MARK DISK
 CR0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0446_STAMPING: F 96 1933 491.797
 CR0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0446+STABILITY: SURFACE MOTION
 CR0446
 CR0446  HISTORY     - Date     Condition        Report By
 CR0446  HISTORY     - 1933     MONUMENTED       CGS
 CR0446  HISTORY     - 1959     GOOD             NGS
 CR0446  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0446
 CR0446                          STATION DESCRIPTION
 CR0446
 CR0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0446'2.45 MI S FROM LINDALE.
 CR0446'ABOUT 2.45 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0446'FROM THE STATION AT LINDALE, 104 FEET NORTH OF THE 4TH POLE NORTH OF
 CR0446'MILEPOST 30, 29 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 CR0446'TRACK, IN LINE WITH THE TELEPHONE POLES, 152 YARDS SOUTHEAST OF THE
 CR0446'CENTER OF A ROAD CROSSING, 125 YARDS SOUTHEAST OF THE CLAY PRODUCTS
 CR0446'COMPANY OFFICE BUILDING, 47.2 FEET WEST OF THE WEST RAIL OF A SPUR
 CR0446'TRACK LEADING TO THE BRICK PLANT, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CR0446'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CR0446
 CR0446                          STATION RECOVERY (1996)
 CR0446
 CR0446'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0232 ***********************************************************************
 CS0232  DESIGNATION -  F 960
 CS0232  PID         -  CS0232
 CS0232  STATE/COUNTY-  TX/KAUFMAN
 CS0232  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0232
 CS0232                         *CURRENT SURVEY CONTROL
 CS0232  ___________________________________________________________________
 CS0232* NAD 83(1986)-  32 39 09.     (N)    096 17 17.     (W)     SCALED    
 CS0232* NAVD 88     -       135.458  (meters)     444.42   (feet)  ADJUSTED  
 CS0232  ___________________________________________________________________
 CS0232  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0232  DYNAMIC HT  -         135.307 (meters)     443.92  (feet)  COMP
 CS0232  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CS0232
 CS0232  VERT ORDER  -  SECOND    CLASS 0
 CS0232
 CS0232.The horizontal coordinates were scaled from a topographic map and have
 CS0232.an estimated accuracy of +/- 6 seconds.
 CS0232
 CS0232.The orthometric height was determined by differential leveling
 CS0232.and adjusted by the National Geodetic Survey in June 1991..
 CS0232
 CS0232.The geoid height was determined by GEOID03.
 CS0232
 CS0232.The dynamic height is computed by dividing the NAVD 88
 CS0232.geopotential number by the normal gravity value computed on the
 CS0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0232.degrees latitude (g = 980.6199 gals.).
 CS0232
 CS0232.The modeled gravity was interpolated from observed gravity values.
 CS0232
 CS0232;                    North         East    Units  Estimated Accuracy
 CS0232;SPC TXNC     - 2,111,500.      807,480.      MT  (+/- 180 meters Scaled)
 CS0232
 CS0232                          SUPERSEDED SURVEY CONTROL
 CS0232
 CS0232  NGVD 29 (??/??/92)  135.463  (m)          444.43   (f) ADJ UNCH    2 0
 CS0232
 CS0232.Superseded values are not recommended for survey control.
 CS0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0232.See file dsdata.txt to determine how the superseded data were derived.
 CS0232
 CS0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB543160(NAD 83)
 CS0232_MARKER: DB = BENCH MARK DISK
 CS0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0232_STAMPING: F 960 1946
 CS0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0232+STABILITY: SURFACE MOTION
 CS0232
 CS0232  HISTORY     - Date     Condition        Report By
 CS0232  HISTORY     - 1946     MONUMENTED       CGS
 CS0232
 CS0232                          STATION DESCRIPTION
 CS0232
 CS0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0232'5.0 MI N FROM KAUFMAN.
 CS0232'TO REACH THE MARK FROM THE KAUFMAN COUNTY COURTHOUSE AT KAUFMAN, GO
 CS0232'WEST 1 BLOCK, THENCE NORTH 2.3 MILES ALONG THE KAUFMAN-FORNEY ROAD,
 CS0232'THENCE NORTHEAST 2.7 MILES ALONG AN UNIMPROVED ROAD TO SITE OF THE
 CS0232'MARK.  BENCH MARK IS IN THE NORTH CORNER OF A CHURCH YARD, 132 FEET
 CS0232'NORTH OF THE NORTH CORNER OF THE CHURCH BUILDING, 21 FEET EAST OF AND
 CS0232'LEVEL WITH THE CENTER LINE OF THE ROAD, 3.5 FEET SOUTH OF THE CORNER
 CS0232'OF THE CHURCH YARD, 1 FOOT EAST OF A 4 X 4 MARKER POST.  A BRONZE DISC
 CS0232'STAMPED F 960 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 CS0232'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1455 ***********************************************************************
 CS1455  DESIGNATION -  F 961 RESET 1960
 CS1455  PID         -  CS1455
 CS1455  STATE/COUNTY-  TX/DALLAS
 CS1455  USGS QUAD   -  HUTCHINS (1973)
 CS1455
 CS1455                         *CURRENT SURVEY CONTROL
 CS1455  ___________________________________________________________________
 CS1455* NAD 83(1986)-  32 41 28.     (N)    096 37 55.     (W)     SCALED    
 CS1455* NAVD 88     -       138.29   (+/-2cm)     453.7    (feet)  VERTCON   
 CS1455  ___________________________________________________________________
 CS1455  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CS1455
 CS1455  VERT ORDER  -  THIRD (See Below)
 CS1455
 CS1455.The horizontal coordinates were scaled from a topographic map and have
 CS1455.an estimated accuracy of +/- 6 seconds.
 CS1455
 CS1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1455.The vertical order pertains to the NGVD 29 superseded value.
 CS1455
 CS1455.The geoid height was determined by GEOID03.
 CS1455
 CS1455;                    North         East    Units  Estimated Accuracy
 CS1455;SPC TXNC     - 2,115,160.      775,150.      MT  (+/- 180 meters Scaled)
 CS1455
 CS1455                          SUPERSEDED SURVEY CONTROL
 CS1455
 CS1455  NGVD 29 (01/29/03)  138.31   (m)          453.8    (f) RESET       3  
 CS1455
 CS1455.Superseded values are not recommended for survey control.
 CS1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1455.See file dsdata.txt to determine how the superseded data were derived.
 CS1455
 CS1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB220195(NAD 83)
 CS1455_MARKER: DB = BENCH MARK DISK
 CS1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1455_STAMPING: F 961 RESET 1960
 CS1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1455+STABILITY: SURFACE MOTION
 CS1455
 CS1455  HISTORY     - Date     Condition        Report By
 CS1455  HISTORY     - 1960     MONUMENTED       CGS
 CS1455  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1455
 CS1455                          STATION DESCRIPTION
 CS1455
 CS1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CS1455'IN RYLIE.
 CS1455'ABOUT 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY NO. 175 FROM THE H.S.
 CS1455'CHERRY JR. SCHOOL AT RYLIE, AT A 5 POINT ROAD JUNCTION.  IT IS IN THE
 CS1455'SOUTH POINT OF THE JUNCTION, ABOUT 60 FEET SOUTH OF THE SOUTH
 CS1455'RIGHT-OF-WAY LINE OF HIGHWAY NO. 175, 25 FEET SOUTH OF THE CENTERLINE
 CS1455'OF A BLACKTOP ROAD WEST, 8 FEET WEST OF A FIRE-PLUG, 4 FEET WEST OF
 CS1455'AND UNDER A GUY WIRE TO A POWER POLE IN THE NORTH EAST CORNER OF AN
 CS1455'OPEN LOT.  A STANDARD DISK STAMPED F 961 RESET 1960 IN A CONCRETE POST
 CS1455'PROJECTING ABOUT 4 INCHES.
 CS1455
 CS1455                          STATION RECOVERY (2000)
 CS1455
 CS1455'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0317 ***********************************************************************
 AY0317  DESIGNATION -  F 962
 AY0317  PID         -  AY0317
 AY0317  STATE/COUNTY-  TX/BEXAR
 AY0317  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0317
 AY0317                         *CURRENT SURVEY CONTROL
 AY0317  ___________________________________________________________________
 AY0317* NAD 83(1986)-  29 24 48.     (N)    098 27 01.     (W)     SCALED    
 AY0317* NAVD 88     -       218.331  (meters)     716.31   (feet)  ADJUSTED  
 AY0317  ___________________________________________________________________
 AY0317  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AY0317  DYNAMIC HT  -         218.012 (meters)     715.26  (feet)  COMP
 AY0317  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AY0317
 AY0317  VERT ORDER  -  FIRST     CLASS II
 AY0317
 AY0317.The horizontal coordinates were scaled from a topographic map and have
 AY0317.an estimated accuracy of +/- 6 seconds.
 AY0317
 AY0317.The orthometric height was determined by differential leveling
 AY0317.and adjusted by the National Geodetic Survey in June 1991..
 AY0317
 AY0317.The geoid height was determined by GEOID03.
 AY0317
 AY0317.The dynamic height is computed by dividing the NAVD 88
 AY0317.geopotential number by the normal gravity value computed on the
 AY0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0317.degrees latitude (g = 980.6199 gals.).
 AY0317
 AY0317.The modeled gravity was interpolated from observed gravity values.
 AY0317
 AY0317;                    North         East    Units  Estimated Accuracy
 AY0317;SPC TXSC     - 4,175,230.      653,340.      MT  (+/- 180 meters Scaled)
 AY0317
 AY0317                          SUPERSEDED SURVEY CONTROL
 AY0317
 AY0317  NGVD 29 (??/??/92)  218.205  (m)          715.89   (f) ADJ UNCH    1 2
 AY0317
 AY0317.Superseded values are not recommended for survey control.
 AY0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0317.See file dsdata.txt to determine how the superseded data were derived.
 AY0317
 AY0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT533539(NAD 83)
 AY0317_MARKER: DD = SURVEY DISK
 AY0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0317_STAMPING: F 962 1946
 AY0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0317
 AY0317  HISTORY     - Date     Condition        Report By
 AY0317  HISTORY     - 1946     MONUMENTED
 AY0317  HISTORY     - 1946     GOOD             NGS
 AY0317  HISTORY     - 1988     GOOD             USPSQD
 AY0317  HISTORY     - 19950331 GOOD             USPSQD
 AY0317
 AY0317                          STATION DESCRIPTION
 AY0317
 AY0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0317'IN SAN ANTONIO.
 AY0317'AT SAN ANTONIO, DIRECTLY ACROSS THE STREET FROM THE NORTHEAST CORNER
 AY0317'OF HOUSE NUMBER 2048 NEBRASKA STREET, 117.5 FEET WEST OF THE CENTER OF
 AY0317'THE JUNCTION OF NEBRASKA STREET AND BOUDET STREET, 26.2 FEET NORTH OF
 AY0317'THE CENTERLINE OF NEBRASKA STREET, SET IN THE TOP OF A 1-FOOT CONCRETE
 AY0317'POST, SURROUNDED BY A 2-FOOT CONCRETE PIPE WITH AN IRON PIPE COVER
 AY0317'WHICH IS 1.0 FOOT UNDERGROUND.  NOTE-- MARK IS ALSO LOCATED 39.4 FEET
 AY0317'WEST OF THE CENTER OF THE CONCRETE WALKWAY LEADING TO HOUSE NUMBER
 AY0317'2047 NEBRASKA STREET.
 AY0317
 AY0317                          STATION RECOVERY (1988)
 AY0317
 AY0317'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0317'RECOVERED IN GOOD CONDITION.
 AY0317
 AY0317                          STATION RECOVERY (1995)
 AY0317
 AY0317'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0698 ***********************************************************************
 AY0698  DESIGNATION -  F 963 C OF SA
 AY0698  PID         -  AY0698
 AY0698  STATE/COUNTY-  TX/BEXAR
 AY0698  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0698
 AY0698                         *CURRENT SURVEY CONTROL
 AY0698  ___________________________________________________________________
 AY0698* NAD 83(1986)-  29 26 41.     (N)    098 31 13.     (W)     SCALED    
 AY0698* NAVD 88     -       208.627  (meters)     684.47   (feet)  ADJUSTED  
 AY0698  ___________________________________________________________________
 AY0698  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AY0698  DYNAMIC HT  -         208.324 (meters)     683.48  (feet)  COMP
 AY0698  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AY0698
 AY0698  VERT ORDER  -  FIRST     CLASS II
 AY0698
 AY0698.The horizontal coordinates were scaled from a topographic map and have
 AY0698.an estimated accuracy of +/- 6 seconds.
 AY0698
 AY0698.The orthometric height was determined by differential leveling
 AY0698.and adjusted by the National Geodetic Survey in June 1991..
 AY0698.WARNING-Repeat measurements at this control monument indicate possible
 AY0698.vertical movement.
 AY0698
 AY0698.The geoid height was determined by GEOID03.
 AY0698
 AY0698.The dynamic height is computed by dividing the NAVD 88
 AY0698.geopotential number by the normal gravity value computed on the
 AY0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0698.degrees latitude (g = 980.6199 gals.).
 AY0698
 AY0698.The modeled gravity was interpolated from observed gravity values.
 AY0698
 AY0698;                    North         East    Units  Estimated Accuracy
 AY0698;SPC TXSC     - 4,178,680.      646,540.      MT  (+/- 180 meters Scaled)
 AY0698
 AY0698                          SUPERSEDED SURVEY CONTROL
 AY0698
 AY0698.No superseded survey control is available for this station.
 AY0698
 AY0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT465573(NAD 83)
 AY0698_MARKER: DD = SURVEY DISK
 AY0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0698_STAMPING: F 963 1946
 AY0698_MARK LOGO: TX6090
 AY0698_PROJECTION: RECESSED 30 CENTIMETERS
 AY0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0698+STABILITY: SURFACE MOTION
 AY0698
 AY0698  HISTORY     - Date     Condition        Report By
 AY0698  HISTORY     - 1946     MONUMENTED       TX6090
 AY0698  HISTORY     - 1982     GOOD             NGS
 AY0698  HISTORY     - 19950413 GOOD             USPSQD
 AY0698
 AY0698                          STATION DESCRIPTION
 AY0698
 AY0698'DESCRIBED BY CITY OF SAN ANTONIO TEXAS 1946
 AY0698'IN SAN ANTONIO.
 AY0698'AT SAN ANTONIO, AT THE NORTHWEST CORNER OF THE INTERSECTION OF CULEBRA
 AY0698'STREET AND NORTH NAVIDAD STREET, 28.0 FEET WEST OF THE CENTERLINE OF
 AY0698'NORTH NAVIDAD STREET (UNPAVED AND CENTERLINE ESTIMATED), 51.5 FEET
 AY0698'WEST OF STREET SIGN, 5.0 FEET NORTH OF THE LINE OF THE NORTH EDGE OF
 AY0698'THE SIDEWALK ALONG THE NORTH SIDE OF CULEBRA STREET (SIDEWALK NOT
 AY0698'CONSTRUCTED IN THE VICINITY OF MARK), SET IN THE TOP OF A 1-FOOT
 AY0698'CIRCULAR CONCRETE POST WHICH IS SURROUNDED BY A 2- FOOT CONCRETE PIPE
 AY0698'WITH AN IRON COVER WHICH IS 1 FOOT UNDERGROUND.
 AY0698
 AY0698                          STATION RECOVERY (1982)
 AY0698
 AY0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0698'NOTE, NEW DESCRIPTION FOLLOWS, 2.3 KM (1.45 MI) NORTHWEST ALONG
 AY0698'CAMARON STREET FROM THE NORTHWEST CORNER OF THE CITY HALL AND WEST
 AY0698'COMMERCE STREET IN SAN ANTONIO, TO THE JUNCTION OF FREDERICKSBURG ROAD
 AY0698'AT A FIVE POINT INTERSECTION, THENCE 0.2 KM (0.15 MI) NORTH ALONG
 AY0698'FREDERICKSBURG ROAD, THENCE 1.5 KM (0.95 MI) WEST ALONG CULEBRA
 AY0698'AVENUE, AT THE INTERSECTION OF NAVIDAD STREET, THE MARK IS 0.3 METER
 AY0698'(1.0 FT) UNDERGROUND AND IS SURROUNDED BY A 0.6 METER (2.0 FT)
 AY0698'CONCRETE PIPE WITH AN IRON MANHOLE COVER, 4.2 METERS (14.0 FT) NORTH
 AY0698'OF THE NORTH CURB OF CULEBRA AVENUE, AND 8.5 METERS (28.0 FT) WEST OF
 AY0698'THE CENTERLINE OF NAVIDAD STREET.
 AY0698'THE MARK IS 0.3 M ABOVE CULEBRA AVENUE.
 AY0698
 AY0698                          STATION RECOVERY (1995)
 AY0698
 AY0698'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0894 ***********************************************************************
 BL0894  DESIGNATION -  F 966
 BL0894  PID         -  BL0894
 BL0894  STATE/COUNTY-  TX/TRINITY
 BL0894  USGS QUAD   -  TRINITY EAST (1972)
 BL0894
 BL0894                         *CURRENT SURVEY CONTROL
 BL0894  ___________________________________________________________________
 BL0894* NAD 83(1986)-  30 59 09.     (N)    095 18 42.     (W)     SCALED    
 BL0894* NAVD 88     -        78.11   (+/-2cm)     256.3    (feet)  VERTCON   
 BL0894  ___________________________________________________________________
 BL0894  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL0894
 BL0894  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0894
 BL0894.The horizontal coordinates were scaled from a topographic map and have
 BL0894.an estimated accuracy of +/- 6 seconds.
 BL0894
 BL0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0894.The vertical order pertains to the NGVD 29 superseded value.
 BL0894
 BL0894.The geoid height was determined by GEOID03.
 BL0894
 BL0894;                    North         East    Units  Estimated Accuracy
 BL0894;SPC TX C     - 3,157,060.    1,179,440.      MT  (+/- 180 meters Scaled)
 BL0894
 BL0894                          SUPERSEDED SURVEY CONTROL
 BL0894
 BL0894  NGVD 29 (??/??/92)   78.113  (m)          256.28   (f) ADJ UNCH    2 0
 BL0894
 BL0894.Superseded values are not recommended for survey control.
 BL0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0894.See file dsdata.txt to determine how the superseded data were derived.
 BL0894
 BL0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ792303(NAD 83)
 BL0894_MARKER: DB = BENCH MARK DISK
 BL0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0894_STAMPING: F 966 1948
 BL0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0894+STABILITY: SURFACE MOTION
 BL0894
 BL0894  HISTORY     - Date     Condition        Report By
 BL0894  HISTORY     - 1948     MONUMENTED       CGS
 BL0894  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0894
 BL0894                          STATION DESCRIPTION
 BL0894
 BL0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BL0894'2.2 MI SW FROM GLENDALE.
 BL0894'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 BL0894'GLENDALE, ON THE OUTSIDE OF A CURVE, AT THE NORTH EDGE OF A FIELD,
 BL0894'311.0 FEET SOUTH OF THE SOUTH END OF THE EAST HEADWALL OF A SMALL
 BL0894'CONCRETE CULVERT, 53.2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BL0894'11.4 FEET EAST OF A FENCE CORNER (A 12-INCH PINE TREE IS USED AS THE
 BL0894'CORNER POST), 1.8 FEET EAST OF A REFERENCE POST, 1.2 FEET NORTH OF A
 BL0894'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 BL0894'GROUND.
 BL0894
 BL0894                          STATION RECOVERY (1996)
 BL0894
 BL0894'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0742 ***********************************************************************
 CS0742  DESIGNATION -  F 967
 CS0742  PID         -  CS0742
 CS0742  STATE/COUNTY-  TX/ELLIS
 CS0742  USGS QUAD   -  WAXAHACHIE (1978)
 CS0742
 CS0742                         *CURRENT SURVEY CONTROL
 CS0742  ___________________________________________________________________
 CS0742* NAD 83(1986)-  32 23 07.     (N)    096 50 14.     (W)     SCALED    
 CS0742* NAVD 88     -       173.05   (+/-2cm)     567.7    (feet)  VERTCON   
 CS0742  ___________________________________________________________________
 CS0742  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS0742
 CS0742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS0742
 CS0742.The horizontal coordinates were scaled from a topographic map and have
 CS0742.an estimated accuracy of +/- 6 seconds.
 CS0742
 CS0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0742.The vertical order pertains to the NGVD 29 superseded value.
 CS0742
 CS0742.The geoid height was determined by GEOID03.
 CS0742
 CS0742;                    North         East    Units  Estimated Accuracy
 CS0742;SPC TXNC     - 2,080,930.      756,450.      MT  (+/- 180 meters Scaled)
 CS0742
 CS0742                          SUPERSEDED SURVEY CONTROL
 CS0742
 CS0742  NGVD 29 (??/??/92)  173.040  (m)          567.72   (f) ADJ UNCH    2 0
 CS0742
 CS0742.Superseded values are not recommended for survey control.
 CS0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0742.See file dsdata.txt to determine how the superseded data were derived.
 CS0742
 CS0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA034851(NAD 83)
 CS0742_MARKER: DB = BENCH MARK DISK
 CS0742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0742_SP_SET: BUILDING
 CS0742_STAMPING: F 967 1946
 CS0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0742
 CS0742  HISTORY     - Date     Condition        Report By
 CS0742  HISTORY     - 1946     MONUMENTED       CGS
 CS0742  HISTORY     - 1966     GOOD             NGS
 CS0742  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0742
 CS0742                          STATION DESCRIPTION
 CS0742
 CS0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0742'IN WAXAHACHIE.
 CS0742'0.3 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAIL ROAD FROM THE
 CS0742'STATION AT WAXAHACHIE, ELLIS COUNTY, THENCE 0.2 MILE NORTHEAST ALONG
 CS0742'WYATT STREET.  AT THE OAK LAWN COLORED SCHOOL, IN THE NORTH WALL OF
 CS0742'THE BRICK BUILDING, 30 INCHES EAST OF THE NORTHWEST CORNER, AND 32
 CS0742'INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED F 967 1946 AND SET
 CS0742'VERTICALLY.  NOTE-- THE MARK MAY BE REACHED FROM THE COURT HOUSE IN
 CS0742'WAXAHACHIE, BY GOING EASTERLY 0.3 MILE ALONG U. S. HIGHWAY 287 TO A
 CS0742'STOP LIGHT, THENCE EAST 0.4 MILE TO THE OAK LAWN SCHOOL AND SITE OF
 CS0742'BENCH MARK.
 CS0742
 CS0742                          STATION RECOVERY (2002)
 CS0742
 CS0742'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0384 ***********************************************************************
 CS0384  DESIGNATION -  F 969
 CS0384  PID         -  CS0384
 CS0384  STATE/COUNTY-  TX/ELLIS
 CS0384  USGS QUAD   -  ROSSER SW (1962)
 CS0384
 CS0384                         *CURRENT SURVEY CONTROL
 CS0384  ___________________________________________________________________
 CS0384* NAD 83(1986)-  32 18 54.     (N)    096 28 55.     (W)     SCALED    
 CS0384* NAVD 88     -       124.486  (meters)     408.42   (feet)  ADJUSTED  
 CS0384  ___________________________________________________________________
 CS0384  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CS0384  DYNAMIC HT  -         124.344 (meters)     407.95  (feet)  COMP
 CS0384  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 CS0384
 CS0384  VERT ORDER  -  SECOND    CLASS 0
 CS0384
 CS0384.The horizontal coordinates were scaled from a topographic map and have
 CS0384.an estimated accuracy of +/- 6 seconds.
 CS0384
 CS0384.The orthometric height was determined by differential leveling
 CS0384.and adjusted by the National Geodetic Survey in June 1991..
 CS0384
 CS0384.The geoid height was determined by GEOID03.
 CS0384
 CS0384.The dynamic height is computed by dividing the NAVD 88
 CS0384.geopotential number by the normal gravity value computed on the
 CS0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0384.degrees latitude (g = 980.6199 gals.).
 CS0384
 CS0384.The modeled gravity was interpolated from observed gravity values.
 CS0384
 CS0384;                    North         East    Units  Estimated Accuracy
 CS0384;SPC TXNC     - 2,073,720.      790,020.      MT  (+/- 180 meters Scaled)
 CS0384
 CS0384                          SUPERSEDED SURVEY CONTROL
 CS0384
 CS0384  NGVD 29 (??/??/92)  124.487  (m)          408.42   (f) ADJ UNCH    2 0
 CS0384
 CS0384.Superseded values are not recommended for survey control.
 CS0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0384.See file dsdata.txt to determine how the superseded data were derived.
 CS0384
 CS0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA370781(NAD 83)
 CS0384_MARKER: DB = BENCH MARK DISK
 CS0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0384_STAMPING: F 969 1946
 CS0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0384+STABILITY: SURFACE MOTION
 CS0384
 CS0384  HISTORY     - Date     Condition        Report By
 CS0384  HISTORY     - 1946     MONUMENTED       CGS
 CS0384  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0384  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0384
 CS0384                          STATION DESCRIPTION
 CS0384
 CS0384'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CS0384'4.9 MI NE FROM ALMA.
 CS0384'2 BLOCKS EAST ALONG A GRAVELED STREET FROM THE TEXAS AND NEW ORLEANS
 CS0384'RAILROAD STATION AT ALMA, THENCE 2 BLOCKS SOUTH ALONG ANOTHER GRAVELED
 CS0384'STREET, THENCE 4.6 MILES NORTHEASTERLY ALONG A GRAVELED ROAD, ABOUT
 CS0384'150 YARDS SOUTHEAST OF A FARMHOUSE, 31 FEET SOUTH OF AND LEVEL WITH
 CS0384'THE CENTERLINE OF THE ROAD, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT
 CS0384'WEST OF A 4 X 4-INCH MARKER POST.  A BRONZE DISK, STAMPED F 969 1946
 CS0384'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CS0384'GROUND.  NOTE-- PROBABLY DESTROYED BY ROAD CONSTRUCTION CREW.
 CS0384
 CS0384                          STATION RECOVERY (2002)
 CS0384
 CS0384'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0105 ***********************************************************************
 DN0105  DESIGNATION -  F 97
 DN0105  PID         -  DN0105
 DN0105  STATE/COUNTY-  TX/HUNT
 DN0105  USGS QUAD   -  GREENVILLE NW (1962)
 DN0105
 DN0105                         *CURRENT SURVEY CONTROL
 DN0105  ___________________________________________________________________
 DN0105* NAD 83(1986)-  33 09 45.     (N)    096 07 38.     (W)     SCALED    
 DN0105* NAVD 88     -       168.428  (meters)     552.58   (feet)  ADJUSTED  
 DN0105  ___________________________________________________________________
 DN0105  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0105  DYNAMIC HT  -         168.245 (meters)     551.98  (feet)  COMP
 DN0105  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 DN0105
 DN0105  VERT ORDER  -  FIRST     CLASS II
 DN0105
 DN0105.The horizontal coordinates were scaled from a topographic map and have
 DN0105.an estimated accuracy of +/- 6 seconds.
 DN0105
 DN0105.The orthometric height was determined by differential leveling
 DN0105.and adjusted by the National Geodetic Survey in June 1991..
 DN0105
 DN0105.The geoid height was determined by GEOID03.
 DN0105
 DN0105.The dynamic height is computed by dividing the NAVD 88
 DN0105.geopotential number by the normal gravity value computed on the
 DN0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0105.degrees latitude (g = 980.6199 gals.).
 DN0105
 DN0105.The modeled gravity was interpolated from observed gravity values.
 DN0105
 DN0105;                    North         East    Units  Estimated Accuracy
 DN0105;SPC TXNC     - 2,168,370.      821,290.      MT  (+/- 180 meters Scaled)
 DN0105
 DN0105                          SUPERSEDED SURVEY CONTROL
 DN0105
 DN0105  NGVD 29 (??/??/92)  168.418  (m)          552.55   (f) ADJ UNCH    1 2
 DN0105
 DN0105.Superseded values are not recommended for survey control.
 DN0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0105.See file dsdata.txt to determine how the superseded data were derived.
 DN0105
 DN0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB679729(NAD 83)
 DN0105_MARKER: DB = BENCH MARK DISK
 DN0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0105_STAMPING: 552.551 F 97 1933
 DN0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0105+STABILITY: SURFACE MOTION
 DN0105
 DN0105  HISTORY     - Date     Condition        Report By
 DN0105  HISTORY     - 1933     MONUMENTED       CGS
 DN0105  HISTORY     - 1942     GOOD             NGS
 DN0105  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0105  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN0105
 DN0105                          STATION DESCRIPTION
 DN0105
 DN0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 DN0105'1.8 MI NW FROM GREENVILLE.
 DN0105'1.8 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0105'FROM GREENVILLE, HUNT COUNTY, 4-1/2 POLES SOUTH OF MILEPOST 711, 135
 DN0105'FEET SOUTH OF A ROAD CROSSING, AND 50 FEET WEST OF THE TRACK.  A
 DN0105'STANDARD DISK, STAMPED 552.551 F 97 1933 AND SET IN THE TOP OF A
 DN0105'CONCRETE POST.
 DN0105
 DN0105                          STATION RECOVERY (1986)
 DN0105
 DN0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0105'MARK NOT FOUND.
 DN0105
 DN0105                          STATION RECOVERY (1994)
 DN0105
 DN0105'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0389 ***********************************************************************
 CS0389  DESIGNATION -  F 970
 CS0389  PID         -  CS0389
 CS0389  STATE/COUNTY-  TX/ELLIS
 CS0389  USGS QUAD   -  ROSSER SW (1962)
 CS0389
 CS0389                         *CURRENT SURVEY CONTROL
 CS0389  ___________________________________________________________________
 CS0389* NAD 83(1986)-  32 21 22.     (N)    096 28 38.     (W)     SCALED    
 CS0389* NAVD 88     -       116.666  (meters)     382.76   (feet)  ADJUSTED  
 CS0389  ___________________________________________________________________
 CS0389  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CS0389  DYNAMIC HT  -         116.533 (meters)     382.33  (feet)  COMP
 CS0389  MODELED GRAV-     979,496.0   (mgal)                       NAVD 88
 CS0389
 CS0389  VERT ORDER  -  SECOND    CLASS 0
 CS0389
 CS0389.The horizontal coordinates were scaled from a topographic map and have
 CS0389.an estimated accuracy of +/- 6 seconds.
 CS0389
 CS0389.The orthometric height was determined by differential leveling
 CS0389.and adjusted by the National Geodetic Survey in June 1991..
 CS0389
 CS0389.The geoid height was determined by GEOID03.
 CS0389
 CS0389.The dynamic height is computed by dividing the NAVD 88
 CS0389.geopotential number by the normal gravity value computed on the
 CS0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0389.degrees latitude (g = 980.6199 gals.).
 CS0389
 CS0389.The modeled gravity was interpolated from observed gravity values.
 CS0389
 CS0389;                    North         East    Units  Estimated Accuracy
 CS0389;SPC TXNC     - 2,078,290.      790,370.      MT  (+/- 180 meters Scaled)
 CS0389
 CS0389                          SUPERSEDED SURVEY CONTROL
 CS0389
 CS0389  NGVD 29 (??/??/92)  116.670  (m)          382.77   (f) ADJ UNCH    2 0
 CS0389
 CS0389.Superseded values are not recommended for survey control.
 CS0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0389.See file dsdata.txt to determine how the superseded data were derived.
 CS0389
 CS0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA373827(NAD 83)
 CS0389_MARKER: DB = BENCH MARK DISK
 CS0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0389_STAMPING: F 970 1946
 CS0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0389+STABILITY: SURFACE MOTION
 CS0389
 CS0389  HISTORY     - Date     Condition        Report By
 CS0389  HISTORY     - 1946     MONUMENTED       CGS
 CS0389  HISTORY     - 1954     MARK NOT FOUND   NGS
 CS0389  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0389
 CS0389                          STATION DESCRIPTION
 CS0389
 CS0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0389'9.6 MI NE FROM ALMA.
 CS0389'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT ALMA GO
 CS0389'EAST 2 BLOCKS ALONG A GRAVELED STREET, THENCE SOUTH 2 BLOCKS ALONG A
 CS0389'GRAVELED STREET, THENCE NORTHEASTERLY 5.5 MILES ALONG A GRAVELED ROAD,
 CS0389'THENCE NORTH 2.4 MILES ALONG A GRADED DIRT ROAD, THENCE NORTHWESTERLY
 CS0389'1.4 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT
 CS0389'THE INTERSECTION OF TWO GRADED DIRT ROADS, 27.0 FEET SOUTHWEST OF AND
 CS0389'ABOUT LEVEL WITH THE CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD, 78.0
 CS0389'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD AND
 CS0389'1.0 FOOT SOUTHEAST OF A 4 X 4 IN. MARKER POST. A BRONZE DISK STAMPED F
 CS0389'970 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 CS0389'ABOVE GROUND.
 CS0389
 CS0389                          STATION RECOVERY (1954)
 CS0389
 CS0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CS0389'MARK NOT FOUND.
 CS0389
 CS0389                          STATION RECOVERY (2002)
 CS0389
 CS0389'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0390 ***********************************************************************
 CS0390  DESIGNATION -  F 970 RESET 1954
 CS0390  PID         -  CS0390
 CS0390  STATE/COUNTY-  TX/ELLIS
 CS0390  USGS QUAD   -  ROSSER SW (1962)
 CS0390
 CS0390                         *CURRENT SURVEY CONTROL
 CS0390  ___________________________________________________________________
 CS0390* NAD 83(1986)-  32 21 23.     (N)    096 28 37.     (W)     SCALED    
 CS0390* NAVD 88     -       116.27   (+/-2cm)     381.5    (feet)  VERTCON   
 CS0390  ___________________________________________________________________
 CS0390  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CS0390
 CS0390  VERT ORDER  -  THIRD (See Below)
 CS0390
 CS0390.The horizontal coordinates were scaled from a topographic map and have
 CS0390.an estimated accuracy of +/- 6 seconds.
 CS0390
 CS0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0390.The vertical order pertains to the NGVD 29 superseded value.
 CS0390
 CS0390.The geoid height was determined by GEOID03.
 CS0390
 CS0390;                    North         East    Units  Estimated Accuracy
 CS0390;SPC TXNC     - 2,078,320.      790,400.      MT  (+/- 180 meters Scaled)
 CS0390
 CS0390                          SUPERSEDED SURVEY CONTROL
 CS0390
 CS0390  NGVD 29 (01/29/03)  116.27   (m)          381.5    (f) RESET       3  
 CS0390
 CS0390.Superseded values are not recommended for survey control.
 CS0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0390.See file dsdata.txt to determine how the superseded data were derived.
 CS0390
 CS0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA374827(NAD 83)
 CS0390_MARKER: DB = BENCH MARK DISK
 CS0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0390_STAMPING: F 970 RESET 1954
 CS0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0390+STABILITY: SURFACE MOTION
 CS0390
 CS0390  HISTORY     - Date     Condition        Report By
 CS0390  HISTORY     - 1954     MONUMENTED       CGS
 CS0390  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0390
 CS0390                          STATION DESCRIPTION
 CS0390
 CS0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CS0390'9.6 MI NE FROM ALMA.
 CS0390'TO REACH FROM TELICO, A CROSSROADS SETTLEMENT 7 MILES NORTHEAST OF
 CS0390'ENNIS, GO EAST ON THE MAIN ROAD 01.3 MILES.  THEN TURN RIGHT AND GO
 CS0390'SOUTH ON FM ROAD 1181, 01.7 MILES TO THE MARK ON THE LEFT.  THE MARK
 CS0390'IS A STANDARD DISK STAMPED F 970 RESET 1954 SET IN A CONCRETE MONUMENT
 CS0390'PROJECTING ABOUT 1 INCH, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE,
 CS0390'32 YARDS NORTH OF A FENCE CORNER AND POWER POLE, ABOUT 40 YARDS NORTH
 CS0390'OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND A CROSS ROAD AND
 CS0390'EAST, ACROSS THE HIGHWAY FROM THE NORTH END OF A DIRT TANK DAM. IT IS
 CS0390'2 FEET NORTH OF A 4 X 4 WITNESS POST.
 CS0390
 CS0390                          STATION RECOVERY (2002)
 CS0390
 CS0390'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1360 ***********************************************************************
 CS1360  DESIGNATION -  F 971
 CS1360  PID         -  CS1360
 CS1360  STATE/COUNTY-  TX/DALLAS
 CS1360  USGS QUAD   -  GARLAND (1973)
 CS1360
 CS1360                         *CURRENT SURVEY CONTROL
 CS1360  ___________________________________________________________________
 CS1360* NAD 83(1986)-  32 52 43.     (N)    096 38 41.     (W)     SCALED    
 CS1360* NAVD 88     -       164.923  (meters)     541.08   (feet)  ADJUSTED  
 CS1360  ___________________________________________________________________
 CS1360  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CS1360  DYNAMIC HT  -         164.740 (meters)     540.48  (feet)  COMP
 CS1360  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 CS1360
 CS1360  VERT ORDER  -  SECOND    CLASS 0
 CS1360
 CS1360.The horizontal coordinates were scaled from a topographic map and have
 CS1360.an estimated accuracy of +/- 6 seconds.
 CS1360
 CS1360.The orthometric height was determined by differential leveling
 CS1360.and adjusted by the National Geodetic Survey in June 1991..
 CS1360
 CS1360.The geoid height was determined by GEOID03.
 CS1360
 CS1360.The dynamic height is computed by dividing the NAVD 88
 CS1360.geopotential number by the normal gravity value computed on the
 CS1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1360.degrees latitude (g = 980.6199 gals.).
 CS1360
 CS1360.The modeled gravity was interpolated from observed gravity values.
 CS1360
 CS1360;                    North         East    Units  Estimated Accuracy
 CS1360;SPC TXNC     - 2,135,930.      773,590.      MT  (+/- 180 meters Scaled)
 CS1360
 CS1360                          SUPERSEDED SURVEY CONTROL
 CS1360
 CS1360  NGVD 29 (??/??/92)  164.936  (m)          541.13   (f) ADJ UNCH    2 0
 CS1360
 CS1360.Superseded values are not recommended for survey control.
 CS1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1360.See file dsdata.txt to determine how the superseded data were derived.
 CS1360
 CS1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB203402(NAD 83)
 CS1360_MARKER: DB = BENCH MARK DISK
 CS1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1360_STAMPING: F 971 1946
 CS1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1360+STABILITY: SURFACE MOTION
 CS1360
 CS1360  HISTORY     - Date     Condition        Report By
 CS1360  HISTORY     - 1946     MONUMENTED       CGS
 CS1360  HISTORY     - 1958     GOOD             NGS
 CS1360  HISTORY     - 19910629 MARK NOT FOUND   USPSQD
 CS1360
 CS1360                          STATION DESCRIPTION
 CS1360
 CS1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1360'IN GARLAND.
 CS1360'AT GARLAND, 0.9 MILE EAST OF THE INTERSECTION OF SOUTH GARLAND AVENUE
 CS1360'(STATE 28) AND KINGSLEY ROAD, 0.2 MILE EAST OF SATURN ROAD, 225 FEET
 CS1360'WEST OF MARYDALE ROAD, 31 FEET NORTH OF THE CENTERLINE OF KINGSLEY
 CS1360'ROAD, AND 11 FEET WEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY.  IT IS
 CS1360'3 FEET EAST OF THE EXTENDED PROPERTY LINE AT THE WEST SIDE OF THE
 CS1360'HOUSE AT 1317 KINGSLEY ROAD, 7 FEET NORTH OF THE NORTH CURB OF
 CS1360'KINGSLEY AND 5 FEET SOUTH OF THE SOUTH EDGE OF THE WALK.  A STANDARD
 CS1360'DISK STAMPED F 971 1946 IN A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 CS1360'ABOVE THE SURFACE OF THE LAWN.
 CS1360
 CS1360                          STATION RECOVERY (1991)
 CS1360
 CS1360'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1707 ***********************************************************************
 BY1707  DESIGNATION -  F 972
 BY1707  PID         -  BY1707
 BY1707  STATE/COUNTY-  TX/LEON
 BY1707  USGS QUAD   -  LEONA (1964)
 BY1707
 BY1707                         *CURRENT SURVEY CONTROL
 BY1707  ___________________________________________________________________
 BY1707* NAD 83(1986)-  31 09 55.     (N)    095 58 19.     (W)     SCALED    
 BY1707* NAVD 88     -       111.37   (+/-2cm)     365.4    (feet)  VERTCON   
 BY1707  ___________________________________________________________________
 BY1707  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BY1707
 BY1707  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1707
 BY1707.The horizontal coordinates were scaled from a topographic map and have
 BY1707.an estimated accuracy of +/- 6 seconds.
 BY1707
 BY1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1707.The vertical order pertains to the NGVD 29 superseded value.
 BY1707
 BY1707.The geoid height was determined by GEOID03.
 BY1707
 BY1707;                    North         East    Units  Estimated Accuracy
 BY1707;SPC TX C     - 3,174,280.    1,115,660.      MT  (+/- 180 meters Scaled)
 BY1707
 BY1707                          SUPERSEDED SURVEY CONTROL
 BY1707
 BY1707  NGVD 29 (??/??/92)  111.355  (m)          365.34   (f) ADJ UNCH    2 0
 BY1707
 BY1707.Superseded values are not recommended for survey control.
 BY1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1707.See file dsdata.txt to determine how the superseded data were derived.
 BY1707
 BY1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ167517(NAD 83)
 BY1707_MARKER: DB = BENCH MARK DISK
 BY1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1707_STAMPING: F 972 1947
 BY1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1707+STABILITY: SURFACE MOTION
 BY1707
 BY1707  HISTORY     - Date     Condition        Report By
 BY1707  HISTORY     - 1947     MONUMENTED       CGS
 BY1707
 BY1707                          STATION DESCRIPTION
 BY1707
 BY1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1707'0.8 MI N FROM LEONA.
 BY1707'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 BY1707'LEONA, ABOUT 80 YARDS NORTHEAST OF A FARMHOUSE, 60.6 FEET NORTH OF A
 BY1707'CONCRETE HIGHWAY RIGHT OF WAY MARKER POST, 29.7 FEET SOUTH OF A FENCE
 BY1707'CORNER, 2.0 FEET EAST OF A FENCE AND 1.5 FEET SOUTH OF A 4 X 4 IN.
 BY1707'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1707'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1354 ***********************************************************************
 BL1354  DESIGNATION -  F 974
 BL1354  PID         -  BL1354
 BL1354  STATE/COUNTY-  TX/SAN JACINTO
 BL1354  USGS QUAD   -  CONROE NE (1976)
 BL1354
 BL1354                         *CURRENT SURVEY CONTROL
 BL1354  ___________________________________________________________________
 BL1354* NAD 83(1986)-  30 25 59.     (N)    095 17 01.     (W)     SCALED    
 BL1354* NAVD 88     -        82.85   (+/-2cm)     271.8    (feet)  VERTCON   
 BL1354  ___________________________________________________________________
 BL1354  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1354
 BL1354  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1354
 BL1354.The horizontal coordinates were scaled from a topographic map and have
 BL1354.an estimated accuracy of +/- 6 seconds.
 BL1354
 BL1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1354.The vertical order pertains to the NGVD 29 superseded value.
 BL1354
 BL1354.The geoid height was determined by GEOID03.
 BL1354
 BL1354;                    North         East    Units  Estimated Accuracy
 BL1354;SPC TX C     - 3,095,970.    1,184,900.      MT  (+/- 180 meters Scaled)
 BL1354
 BL1354                          SUPERSEDED SURVEY CONTROL
 BL1354
 BL1354  NGVD 29 (??/??/92)   82.856  (m)          271.84   (f) ADJ UNCH    2 0
 BL1354
 BL1354.Superseded values are not recommended for survey control.
 BL1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1354.See file dsdata.txt to determine how the superseded data were derived.
 BL1354
 BL1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP806689(NAD 83)
 BL1354_MARKER: DB = BENCH MARK DISK
 BL1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1354_STAMPING: F 974 1947
 BL1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1354+STABILITY: SURFACE MOTION
 BL1354
 BL1354  HISTORY     - Date     Condition        Report By
 BL1354  HISTORY     - 1947     MONUMENTED       CGS
 BL1354  HISTORY     - 1959     GOOD             USGS
 BL1354
 BL1354                          STATION DESCRIPTION
 BL1354
 BL1354'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 BL1354'15.9 MI NW FROM FOSTORIA.
 BL1354'0.2 MILE SOUTH AND 9.2 MILES EAST ALONG A PAVED ROAD FROM THE POST
 BL1354'OFFICE AT WILLIS, TO A BRIDGE OVER PEACH CREEK, THENCE 2.3 MILES EAST
 BL1354'ALONG A GRAVEL ROAD, THENCE 0.3 MILE EAST ALONG A TRACK ROAD TO A
 BL1354'GATE, 33.2 FEET NORTHEAST OF THE NORTHEAST END OF A WIRE GATE, 28.8
 BL1354'FEET NORTH OF AND LEVEL WITH THE CENTER OF THE ROAD, 3.0 FEET
 BL1354'SOUTHEAST OF A FENCE, 1.9 FEET SOUTHWEST OF A WITNESS POST AND SET IN
 BL1354'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1379 ***********************************************************************
 BL1379  DESIGNATION -  F 975
 BL1379  PID         -  BL1379
 BL1379  STATE/COUNTY-  TX/MONTGOMERY
 BL1379  USGS QUAD   -  CUT AND SHOOT (1997)
 BL1379
 BL1379                         *CURRENT SURVEY CONTROL
 BL1379  ___________________________________________________________________
 BL1379* NAD 83(1986)-  30 19 58.     (N)    095 20 24.     (W)     SCALED    
 BL1379* NAVD 88     -        54.47   (+/-2cm)     178.7    (feet)  VERTCON   
 BL1379  ___________________________________________________________________
 BL1379  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1379
 BL1379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1379
 BL1379.The horizontal coordinates were scaled from a topographic map and have
 BL1379.an estimated accuracy of +/- 6 seconds.
 BL1379
 BL1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1379.The vertical order pertains to the NGVD 29 superseded value.
 BL1379
 BL1379.The geoid height was determined by GEOID03.
 BL1379
 BL1379;                    North         East    Units  Estimated Accuracy
 BL1379;SPC TX C     - 3,084,620.    1,179,990.      MT  (+/- 180 meters Scaled)
 BL1379
 BL1379                          SUPERSEDED SURVEY CONTROL
 BL1379
 BL1379  NGVD 29 (??/??/92)   54.471  (m)          178.71   (f) ADJ UNCH    2 0
 BL1379
 BL1379.Superseded values are not recommended for survey control.
 BL1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1379.See file dsdata.txt to determine how the superseded data were derived.
 BL1379
 BL1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP750579(NAD 83)
 BL1379_MARKER: DB = BENCH MARK DISK
 BL1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1379_STAMPING: F 975 1947
 BL1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1379+STABILITY: SURFACE MOTION
 BL1379
 BL1379  HISTORY     - Date     Condition        Report By
 BL1379  HISTORY     - 1947     MONUMENTED       CGS
 BL1379
 BL1379                          STATION DESCRIPTION
 BL1379
 BL1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1379'7.2 MI E FROM CONROE.
 BL1379'7.2 MILES EAST ALONG STATE HIGHWAY NO.105 FROM THE COURT HOUSE AT
 BL1379'CONROE, 0.3 MILE WEST OF A LARGE BRIDGE OVER CANEY CREEK, 57.0 FEET
 BL1379'SOUTH OF THE CENTER OF THE HIGHWAY, 46.0 FEET SOUTHWEST OF THE CENTER
 BL1379'OF A NORTHWEST-SOUTHEAST CROSS ROAD, 42.0 FEET NORTHWEST OF A POWER
 BL1379'LINE POLE, 2.0 FEET SOUTHWEST OF A REFERENCE POST, SET IN A CONCRETE
 BL1379'POST ABOUT 2 FEET BELOW THE HIGHWAY AND ABOUT FLUSH WITH THE SURFACE
 BL1379'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0954 ***********************************************************************
 BL0954  DESIGNATION -  F 976
 BL0954  PID         -  BL0954
 BL0954  STATE/COUNTY-  TX/WALKER
 BL0954  USGS QUAD   -  STALEY (1972)
 BL0954
 BL0954                         *CURRENT SURVEY CONTROL
 BL0954  ___________________________________________________________________
 BL0954* NAD 83(1986)-  30 49 50.     (N)    095 22 07.     (W)     SCALED    
 BL0954* NAVD 88     -        63.51   (+/-2cm)     208.4    (feet)  VERTCON   
 BL0954  ___________________________________________________________________
 BL0954  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL0954
 BL0954  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0954
 BL0954.The horizontal coordinates were scaled from a topographic map and have
 BL0954.an estimated accuracy of +/- 6 seconds.
 BL0954
 BL0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0954.The vertical order pertains to the NGVD 29 superseded value.
 BL0954
 BL0954.The geoid height was determined by GEOID03.
 BL0954
 BL0954;                    North         East    Units  Estimated Accuracy
 BL0954;SPC TX C     - 3,139,620.    1,174,780.      MT  (+/- 180 meters Scaled)
 BL0954
 BL0954                          SUPERSEDED SURVEY CONTROL
 BL0954
 BL0954  NGVD 29 (??/??/92)   63.523  (m)          208.41   (f) ADJ UNCH    2 0
 BL0954
 BL0954.Superseded values are not recommended for survey control.
 BL0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0954.See file dsdata.txt to determine how the superseded data were derived.
 BL0954
 BL0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ734132(NAD 83)
 BL0954_MARKER: DB = BENCH MARK DISK
 BL0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0954_STAMPING: F 976 1947
 BL0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0954+STABILITY: SURFACE MOTION
 BL0954
 BL0954  HISTORY     - Date     Condition        Report By
 BL0954  HISTORY     - 1947     MONUMENTED       CGS
 BL0954  HISTORY     - 1961     MARK NOT FOUND   USGS
 BL0954
 BL0954                          STATION DESCRIPTION
 BL0954
 BL0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0954'3 MI SE FROM RIVERSIDE.
 BL0954'0.4 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILWAY STATION AT
 BL0954'RIVERSIDE, THENCE 1.4 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL0954'1.2 MILES EAST ALONG A GRADED DIRT ROAD, 0.1 MILE EAST OF A PRIVATE
 BL0954'ROAD ENTRANCE ON THE NORTH SIDE OF THE ROAD, 33.0 FEET NORTH OF THE
 BL0954'CENTER LINE OF THE ROAD, 28.0 FEET WEST OF AN 8-INCH OAK TREE BEING
 BL0954'USED AS A CORNER FOR A FENCE, 2.0 FEET SOUTH OF A FENCE, 1.6 FEET EAST
 BL0954'OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 BL0954'ABOVE THE GROUND.
 BL0954
 BL0954                          STATION RECOVERY (1961)
 BL0954
 BL0954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BL0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1776 ***********************************************************************
 BL1776  DESIGNATION -  F 977
 BL1776  PID         -  BL1776
 BL1776  STATE/COUNTY-  TX/HOUSTON
 BL1776  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1776
 BL1776                         *CURRENT SURVEY CONTROL
 BL1776  ___________________________________________________________________
 BL1776* NAD 83(1986)-  30 58 01.     (N)    095 35 33.     (W)     SCALED    
 BL1776* NAVD 88     -        63.34   (+/-2cm)     207.8    (feet)  VERTCON   
 BL1776  ___________________________________________________________________
 BL1776  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BL1776
 BL1776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1776
 BL1776.The horizontal coordinates were scaled from a topographic map and have
 BL1776.an estimated accuracy of +/- 6 seconds.
 BL1776
 BL1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1776.The vertical order pertains to the NGVD 29 superseded value.
 BL1776
 BL1776.The geoid height was determined by GEOID03.
 BL1776
 BL1776;                    North         East    Units  Estimated Accuracy
 BL1776;SPC TX C     - 3,153,790.    1,152,740.      MT  (+/- 180 meters Scaled)
 BL1776
 BL1776                          SUPERSEDED SURVEY CONTROL
 BL1776
 BL1776  NGVD 29 (??/??/92)   63.341  (m)          207.81   (f) ADJ UNCH    2 0
 BL1776
 BL1776.Superseded values are not recommended for survey control.
 BL1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1776.See file dsdata.txt to determine how the superseded data were derived.
 BL1776
 BL1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ523288(NAD 83)
 BL1776_MARKER: DB = BENCH MARK DISK
 BL1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1776_STAMPING: F 977 1947
 BL1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1776+STABILITY: SURFACE MOTION
 BL1776
 BL1776  HISTORY     - Date     Condition        Report By
 BL1776  HISTORY     - 1947     MONUMENTED       CGS
 BL1776
 BL1776                          STATION DESCRIPTION
 BL1776
 BL1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1776'4.4 MI S FROM WELDON.
 BL1776'4.4 MILES SOUTH ALONG A DIRT ROAD FROM THE WELDON HIGH SCHOOL AT
 BL1776'WELDON, AT THE TOP OF A HILL, 277.0 FEET SOUTH OF THE CENTER OF A
 BL1776'SMALL DIRT ROAD LEADING SOUTHEAST ALONG THE NORTHEAST EDGE OF THE
 BL1776'EASTHAM STATE PRISON FARM, 26.0 FEET EAST OF THE CENTER OF THE MAIN
 BL1776'ROAD, 2.0 FEET NORTH OF A REFERENCE POST, 1.0 FOOT WEST OF THE EAST
 BL1776'RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS
 BL1776'THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1451 ***********************************************************************
 BY1451  DESIGNATION -  F 978
 BY1451  PID         -  BY1451
 BY1451  STATE/COUNTY-  TX/WALKER
 BY1451  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1451
 BY1451                         *CURRENT SURVEY CONTROL
 BY1451  ___________________________________________________________________
 BY1451* NAD 83(1986)-  31 01 51.     (N)    095 28 01.     (W)     SCALED    
 BY1451* NAVD 88     -       100.29   (+/-2cm)     329.0    (feet)  VERTCON   
 BY1451  ___________________________________________________________________
 BY1451  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1451
 BY1451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1451
 BY1451.The horizontal coordinates were scaled from a topographic map and have
 BY1451.an estimated accuracy of +/- 6 seconds.
 BY1451
 BY1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1451.The vertical order pertains to the NGVD 29 superseded value.
 BY1451
 BY1451.The geoid height was determined by GEOID03.
 BY1451
 BY1451;                    North         East    Units  Estimated Accuracy
 BY1451;SPC TX C     - 3,161,380.    1,164,410.      MT  (+/- 180 meters Scaled)
 BY1451
 BY1451                          SUPERSEDED SURVEY CONTROL
 BY1451
 BY1451  NGVD 29 (??/??/92)  100.293  (m)          329.04   (f) ADJ UNCH    2 0
 BY1451
 BY1451.Superseded values are not recommended for survey control.
 BY1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1451.See file dsdata.txt to determine how the superseded data were derived.
 BY1451
 BY1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ645356(NAD 83)
 BY1451_MARKER: DB = BENCH MARK DISK
 BY1451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1451_SP_SET: FOUNDATION
 BY1451_STAMPING: F 978 1947
 BY1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1451
 BY1451  HISTORY     - Date     Condition        Report By
 BY1451  HISTORY     - 1947     MONUMENTED       CGS
 BY1451
 BY1451                          STATION DESCRIPTION
 BY1451
 BY1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1451'9.55 MI NW FROM TRINITY.
 BY1451'TO REACH FROM THE POST OFFICE AT TRINITY, PROCEED 6.6 MILES NORTH
 BY1451'ALONG STATE HIGHWAY NO.45, THENCE 2.05 MILES WEST AND 0.9 MILE
 BY1451'NORTHWEST ALONG DIRT ROADS TO THE PINEY WOODS LOOKOUT TOWER (WELDON
 BY1451'TOWER NO.41 OF THE TEXAS FOREST SERVICE), BENCH MARK IS SET IN TOP OF
 BY1451'THE NORTHEAST CORNER OF THE CONCRETE BASE FOR THE NORTHEAST LEG OF THE
 BY1451'STEEL TOWER, 315.0 FEET SOUTHWEST OF THE CENTER OF A
 BY1451'NORTHWEST-SOUTHEAST DIRT ROAD, 270.0 FEET EAST OF THE CENTER OF A
 BY1451'NORTH-SOUTH DIRT ROAD, ABOUT 1 FOOT ABOVE THE GROUND.  NOTE-- THIS
 BY1451'BENCH MARK IS ALSO 0.3 MILE SOUTH, 6.05 MILES EAST AND 0.8 MILE
 BY1451'SOUTHEAST ALONG DIRT ROADS FROM THE WELDON HIGH SCHOOL AT WELDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2000 ***********************************************************************
 BY2000  DESIGNATION -  F 979
 BY2000  PID         -  BY2000
 BY2000  STATE/COUNTY-  TX/HOUSTON
 BY2000  USGS QUAD   -  WELDON (1972)
 BY2000
 BY2000                         *CURRENT SURVEY CONTROL
 BY2000  ___________________________________________________________________
 BY2000* NAD 83(1986)-  31 04 27.     (N)    095 35 41.     (W)     SCALED    
 BY2000* NAVD 88     -        80.73   (+/-2cm)     264.9    (feet)  VERTCON   
 BY2000  ___________________________________________________________________
 BY2000  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BY2000
 BY2000  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2000
 BY2000.The horizontal coordinates were scaled from a topographic map and have
 BY2000.an estimated accuracy of +/- 6 seconds.
 BY2000
 BY2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2000.The vertical order pertains to the NGVD 29 superseded value.
 BY2000
 BY2000.The geoid height was determined by GEOID03.
 BY2000
 BY2000;                    North         East    Units  Estimated Accuracy
 BY2000;SPC TX C     - 3,165,660.    1,152,020.      MT  (+/- 180 meters Scaled)
 BY2000
 BY2000                          SUPERSEDED SURVEY CONTROL
 BY2000
 BY2000  NGVD 29 (??/??/92)   80.738  (m)          264.89   (f) ADJ UNCH    2 0
 BY2000
 BY2000.Superseded values are not recommended for survey control.
 BY2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2000.See file dsdata.txt to determine how the superseded data were derived.
 BY2000
 BY2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ524407(NAD 83)
 BY2000_MARKER: DB = BENCH MARK DISK
 BY2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2000_STAMPING: F 979 1947
 BY2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2000+STABILITY: SURFACE MOTION
 BY2000
 BY2000  HISTORY     - Date     Condition        Report By
 BY2000  HISTORY     - 1947     MONUMENTED       CGS
 BY2000
 BY2000                          STATION DESCRIPTION
 BY2000
 BY2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2000'8.75 MI SW FROM POST OAK.
 BY2000'TO REACH FROM PEARSONS CHAPEL SCHOOL AT POST OAK, PROCEED 5.2 MILES
 BY2000'SOUTH ALONG A DIRT ROAD TO THE JUNCTION OF A DIRT CROSS ROAD AND A
 BY2000'DIRT ROAD LEADING WEST (0.4 MILE SOUTHWEST OF CENTER HILL SCHOOL),
 BY2000'THENCE 3.55 MILES WEST ALONG A DIRT ROAD TO THE JUNCTION OF A DIRT
 BY2000'ROAD LEADING SOUTH AND AN OLD ABANDONED DIRT ROAD LEADING NORTH
 BY2000'THROUGH A WOODEN GATE, BENCH MARK IS 106.0 FEET NORTHWEST OF THE
 BY2000'CENTER OF THE ROAD JUNCTION AND IN THE FRONT YARD OF THE LITTLE RANCH
 BY2000'HOUSE, 90.0 FEET WEST OF THE CENTER OF THE OLD ABANDONED ROAD LEADING
 BY2000'NORTH, 47.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 8.0 FEET
 BY2000'EAST OF A 2-FOOT OAK TREE, 1.8 FOOT WEST OF A REFERENCE POST, SET IN A
 BY2000'CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROADS AND PROJECTING 0.2
 BY2000'FOOT.  NOTE-- TO REACH THIS BENCH MARK FROM THE MURRAY FARMS
 BY2000'HEADQUARTERS NO. 1 AT SAND RIDGE, PROCEED 4.65 MILES EAST ALONG A DIRT
 BY2000'ROAD TO THE JUNCTION OF AN OLD ABANDONED DIRT ROAD LEADING SOUTHEAST
 BY2000'(0.1 MILE EAST OF A WOODEN BRIDGE OVER A DRY WASH), THENCE 2.75 MILES
 BY2000'SOUTHEAST AND SOUTH ALONG AN OLD ABANDONED DIRT ROAD TO THE BENCH
 BY2000'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0449 ***********************************************************************
 DN0449  DESIGNATION -  F 98
 DN0449  PID         -  DN0449
 DN0449  STATE/COUNTY-  TX/GRAYSON
 DN0449  USGS QUAD   -  DENISON DAM (1973)
 DN0449
 DN0449                         *CURRENT SURVEY CONTROL
 DN0449  ___________________________________________________________________
 DN0449* NAD 83(1986)-  33 47 24.     (N)    096 31 46.     (W)     SCALED    
 DN0449* NAVD 88     -       175.631  (meters)     576.22   (feet)  ADJUSTED  
 DN0449  ___________________________________________________________________
 DN0449  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DN0449  DYNAMIC HT  -         175.443 (meters)     575.60  (feet)  COMP
 DN0449  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 DN0449
 DN0449  VERT ORDER  -  FIRST     CLASS II
 DN0449
 DN0449.The horizontal coordinates were scaled from a topographic map and have
 DN0449.an estimated accuracy of +/- 6 seconds.
 DN0449
 DN0449.The orthometric height was determined by differential leveling
 DN0449.and adjusted by the National Geodetic Survey in June 1991..
 DN0449
 DN0449.The geoid height was determined by GEOID03.
 DN0449
 DN0449.The dynamic height is computed by dividing the NAVD 88
 DN0449.geopotential number by the normal gravity value computed on the
 DN0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0449.degrees latitude (g = 980.6199 gals.).
 DN0449
 DN0449.The modeled gravity was interpolated from observed gravity values.
 DN0449
 DN0449;                    North         East    Units  Estimated Accuracy
 DN0449;SPC TXNC     - 2,237,180.      782,480.      MT  (+/- 180 meters Scaled)
 DN0449
 DN0449                          SUPERSEDED SURVEY CONTROL
 DN0449
 DN0449  NGVD 29 (??/??/92)  175.614  (m)          576.16   (f) ADJ UNCH    1 2
 DN0449
 DN0449.Superseded values are not recommended for survey control.
 DN0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0449.See file dsdata.txt to determine how the superseded data were derived.
 DN0449
 DN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC287416(NAD 83)
 DN0449_MARKER: DB = BENCH MARK DISK
 DN0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0449_STAMPING: F 98 1933 ELEV 576.160 FT
 DN0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0449+STABILITY: SURFACE MOTION
 DN0449
 DN0449  HISTORY     - Date     Condition        Report By
 DN0449  HISTORY     - 1933     MONUMENTED       CGS
 DN0449  HISTORY     - 1952     GOOD             NGS
 DN0449  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0449  HISTORY     - 19990213 GOOD             USPSQD
 DN0449
 DN0449                          STATION DESCRIPTION
 DN0449
 DN0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0449'2.5 MI N FROM DENISON.
 DN0449'2.5 MILES NORTH ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 DN0449'FROM THE UNION STATION AT DENISON, 0.3 MILE SOUTH OF MILEPOST 658, 33
 DN0449'FEET EAST OF THE EAST RAIL, 45 FEET SOUTHEAST OF THE CENTER OF A
 DN0449'PRIVATE ROAD CROSSING, 14 FEET SOUTH OF THE CENTER OF A STEEL GATE, 3
 DN0449'FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 DN0449'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. NOTE--
 DN0449'ALSO 0.3 MILE SOUTH OF MILEPOST 658, 33 FEET EAST OF THE EAST RAIL, 45
 DN0449'FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 14 FEET SOUTH
 DN0449'OF THE CENTER OF A STEEL GATE, 3 FEET WEST OF A FENCE, 3 FEET SOUTH OF
 DN0449'A WHITE WOODEN WITNESS POST, AND PROJECTS 0.4 FOOT ABOVE GROUND.
 DN0449
 DN0449                          STATION RECOVERY (1986)
 DN0449
 DN0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0449'MARK NOT FOUND.
 DN0449
 DN0449                          STATION RECOVERY (1999)
 DN0449
 DN0449'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1334 ***********************************************************************
 BL1334  DESIGNATION -  F 980
 BL1334  PID         -  BL1334
 BL1334  STATE/COUNTY-  TX/SAN JACINTO
 BL1334  USGS QUAD   -  COLDSPRING (1997)
 BL1334
 BL1334                         *CURRENT SURVEY CONTROL
 BL1334  ___________________________________________________________________
 BL1334* NAD 83(1986)-  30 30 01.     (N)    095 08 31.     (W)     SCALED    
 BL1334* NAVD 88     -        91.47   (+/-2cm)     300.1    (feet)  VERTCON   
 BL1334  ___________________________________________________________________
 BL1334  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1334
 BL1334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1334
 BL1334.The horizontal coordinates were scaled from a topographic map and have
 BL1334.an estimated accuracy of +/- 6 seconds.
 BL1334
 BL1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1334.The vertical order pertains to the NGVD 29 superseded value.
 BL1334
 BL1334.The geoid height was determined by GEOID03.
 BL1334
 BL1334;                    North         East    Units  Estimated Accuracy
 BL1334;SPC TX C     - 3,104,040.    1,198,150.      MT  (+/- 180 meters Scaled)
 BL1334
 BL1334                          SUPERSEDED SURVEY CONTROL
 BL1334
 BL1334  NGVD 29 (??/??/92)   91.477  (m)          300.12   (f) ADJ UNCH    2 0
 BL1334
 BL1334.Superseded values are not recommended for survey control.
 BL1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1334.See file dsdata.txt to determine how the superseded data were derived.
 BL1334
 BL1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP944761(NAD 83)
 BL1334_MARKER: DB = BENCH MARK DISK
 BL1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1334_STAMPING: F 980 1947
 BL1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1334+STABILITY: SURFACE MOTION
 BL1334
 BL1334  HISTORY     - Date     Condition        Report By
 BL1334  HISTORY     - 1947     MONUMENTED       CGS
 BL1334
 BL1334                          STATION DESCRIPTION
 BL1334
 BL1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1334'10.3 MI SE FROM EVERGREEN.
 BL1334'6.3 MILES SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215 FROM THE
 BL1334'POST OFFICE AT EVERGREEN, THENCE 0.7 MILE NORTHEAST ALONG A DIRT ROAD,
 BL1334'THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES EAST ALONG A
 BL1334'DIRT ROAD, 10.6 MILES WEST OF SHEPHERD, 38.0 FEET SOUTH OF THE CENTER
 BL1334'LINE OF A DIRT ROAD LEADING WEST TO EVERETTS STORE, 35.0 FEET WEST OF
 BL1334'AND LEVEL WITH THE CENTER LINE OF SAM HOUSTON NATIONAL FOREST HIGHWAY
 BL1334'216, 20.3 FEET NORTH OF A 16 INCH PINE TREE, 1.8 FEET EAST OF A
 BL1334'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL1334'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1148 ***********************************************************************
 BL1148  DESIGNATION -  F 981
 BL1148  PID         -  BL1148
 BL1148  STATE/COUNTY-  TX/SAN JACINTO
 BL1148  USGS QUAD   -  CAMILLA (1997)
 BL1148
 BL1148                         *CURRENT SURVEY CONTROL
 BL1148  ___________________________________________________________________
 BL1148* NAD 83(1986)-  30 35 16.     (N)    095 04 55.     (W)     SCALED    
 BL1148* NAVD 88     -        74.56   (+/-2cm)     244.6    (feet)  VERTCON   
 BL1148  ___________________________________________________________________
 BL1148  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL1148
 BL1148  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1148
 BL1148.The horizontal coordinates were scaled from a topographic map and have
 BL1148.an estimated accuracy of +/- 6 seconds.
 BL1148
 BL1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1148.The vertical order pertains to the NGVD 29 superseded value.
 BL1148
 BL1148.The geoid height was determined by GEOID03.
 BL1148
 BL1148;                    North         East    Units  Estimated Accuracy
 BL1148;SPC TX C     - 3,114,000.    1,203,440.      MT  (+/- 180 meters Scaled)
 BL1148
 BL1148                          SUPERSEDED SURVEY CONTROL
 BL1148
 BL1148  NGVD 29 (??/??/92)   74.571  (m)          244.66   (f) ADJ UNCH    2 0
 BL1148
 BL1148.Superseded values are not recommended for survey control.
 BL1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1148.See file dsdata.txt to determine how the superseded data were derived.
 BL1148
 BL1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP003857(NAD 83)
 BL1148_MARKER: DB = BENCH MARK DISK
 BL1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1148_STAMPING: F 981 1947
 BL1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1148+STABILITY: SURFACE MOTION
 BL1148
 BL1148  HISTORY     - Date     Condition        Report By
 BL1148  HISTORY     - 1947     MONUMENTED       CGS
 BL1148
 BL1148                          STATION DESCRIPTION
 BL1148
 BL1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1148'1.7 MI SW FROM CAMILLA.
 BL1148'1.7 MILES SOUTHWEST ALONG STATE FARM HIGHWAY 222 FROM THE POST OFFICE
 BL1148'AT CAMILLA, 86.0 FEET SOUTHWEST OF A FENCE CORNER, 37.0 FEET NORTHWEST
 BL1148'OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 14.2 FEET
 BL1148'WEST OF A POWER POLE, 14.3 FEET NORTHEAST OF A 10 INCH GUM TREE, 2.7
 BL1148'FEET SOUTHEAST OF A FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST, SET
 BL1148'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 BL1148'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1009 ***********************************************************************
 BL1009  DESIGNATION -  F 982
 BL1009  PID         -  BL1009
 BL1009  STATE/COUNTY-  TX/WALKER
 BL1009  USGS QUAD   -  OAKHURST (1972)
 BL1009
 BL1009                         *CURRENT SURVEY CONTROL
 BL1009  ___________________________________________________________________
 BL1009* NAD 83(1986)-  30 41 29.     (N)    095 22 29.     (W)     SCALED    
 BL1009* NAVD 88     -       114.91   (+/-2cm)     377.0    (feet)  VERTCON   
 BL1009  ___________________________________________________________________
 BL1009  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL1009
 BL1009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1009
 BL1009.The horizontal coordinates were scaled from a topographic map and have
 BL1009.an estimated accuracy of +/- 6 seconds.
 BL1009
 BL1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1009.The vertical order pertains to the NGVD 29 superseded value.
 BL1009
 BL1009.The geoid height was determined by GEOID03.
 BL1009
 BL1009;                    North         East    Units  Estimated Accuracy
 BL1009;SPC TX C     - 3,124,180.    1,174,880.      MT  (+/- 180 meters Scaled)
 BL1009
 BL1009                          SUPERSEDED SURVEY CONTROL
 BL1009
 BL1009  NGVD 29 (??/??/92)  114.920  (m)          377.03   (f) ADJ UNCH    2 0
 BL1009
 BL1009.Superseded values are not recommended for survey control.
 BL1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1009.See file dsdata.txt to determine how the superseded data were derived.
 BL1009
 BL1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP725978(NAD 83)
 BL1009_MARKER: DB = BENCH MARK DISK
 BL1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1009_STAMPING: F 982 1947
 BL1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1009+STABILITY: SURFACE MOTION
 BL1009
 BL1009  HISTORY     - Date     Condition        Report By
 BL1009  HISTORY     - 1947     MONUMENTED       CGS
 BL1009
 BL1009                          STATION DESCRIPTION
 BL1009
 BL1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1009'4.3 MI E FROM PHELPS.
 BL1009'1.6 MILES EAST ALONG A GRADED DIRT ROAD FROM THE INTERNATIONAL AND
 BL1009'GREAT NORTHERN RAILROAD STATION AT PHELPS TO A ROAD FORKS, THENCE 2.7
 BL1009'MILES EAST ALONG THE RIGHT FORK OF THE DIRT ROAD, 67.0 FEET SOUTHWEST
 BL1009'OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE, 31.0 FEET SOUTH OF AND
 BL1009'LEVEL WITH THE CENTER LINE OF THE ROAD, 14.0 FEET SOUTHEAST OF A 3
 BL1009'FOOT OAK TREE, 11.0 FEET NORTH OF A 24 INCH OAK TREE, 5.0 FEET EAST OF
 BL1009'A FENCE, 3.0 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BL1009'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1720 ***********************************************************************
 BL1720  DESIGNATION -  F 983 RESET 1961
 BL1720  PID         -  BL1720
 BL1720  STATE/COUNTY-  TX/MADISON
 BL1720  USGS QUAD   -  CONNOR (1962)
 BL1720
 BL1720                         *CURRENT SURVEY CONTROL
 BL1720  ___________________________________________________________________
 BL1720* NAD 83(1986)-  30 57 05.     (N)    095 46 41.     (W)     SCALED    
 BL1720* NAVD 88     -        80.87   (+/-2cm)     265.3    (feet)  VERTCON   
 BL1720  ___________________________________________________________________
 BL1720  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BL1720
 BL1720  VERT ORDER  -  THIRD (See Below)
 BL1720
 BL1720.The horizontal coordinates were scaled from a topographic map and have
 BL1720.an estimated accuracy of +/- 6 seconds.
 BL1720
 BL1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1720.The vertical order pertains to the NGVD 29 superseded value.
 BL1720
 BL1720.The geoid height was determined by GEOID03.
 BL1720
 BL1720;                    North         East    Units  Estimated Accuracy
 BL1720;SPC TX C     - 3,151,330.    1,135,100.      MT  (+/- 180 meters Scaled)
 BL1720
 BL1720                          SUPERSEDED SURVEY CONTROL
 BL1720
 BL1720  NGVD 29 (01/29/03)   80.87   (m)          265.3    (f) RESET       3  
 BL1720
 BL1720.Superseded values are not recommended for survey control.
 BL1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1720.See file dsdata.txt to determine how the superseded data were derived.
 BL1720
 BL1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ346275(NAD 83)
 BL1720_MARKER: DB = BENCH MARK DISK
 BL1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1720_STAMPING: F 983 RESET 1961
 BL1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1720+STABILITY: SURFACE MOTION
 BL1720
 BL1720  HISTORY     - Date     Condition        Report By
 BL1720  HISTORY     - 1961     MONUMENTED       CGS
 BL1720
 BL1720                          STATION DESCRIPTION
 BL1720
 BL1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BL1720'4.5 MI SW FROM MIDWAY.
 BL1720'FROM THE JUNCTION OF U.S. HIGHWAY 75 AND TEXAS HIGHWAYS 21 AND 190 IN
 BL1720'MADISONVILLE, GO EAST ON TEXAS 21 FOR 4.7 MILES TO FARM ROAD 1428.
 BL1720'TURN RIGHT, SOUTHEAST, GO 3.4 MILES TO FARM ROAD 2158.  KEEP STRAIGHT
 BL1720'AHEAD ON TEXAS FARM ROAD 1428 FOR 1.0 MILE TO BENCH MARK ON THE RIGHT.
 BL1720'40 FEET SOUTH OF THE CENTER OF FARM ROAD 1428, 35 FEET EAST OF
 BL1720'DRIVEWAY, 30 FEET SOUTHWEST OF A 20-INCH OAK TREE, 2 FEET SOUTH OF A
 BL1720'MAIL BOX AND 1-1/2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 BL1720'DISK STAMPED F 983 RESET 1961 IN A 12 X 12 IN. CONCRETE POST WHICH
 BL1720'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1787 ***********************************************************************
 BL1787  DESIGNATION -  F 984
 BL1787  PID         -  BL1787
 BL1787  STATE/COUNTY-  TX/WALKER
 BL1787  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1787
 BL1787                         *CURRENT SURVEY CONTROL
 BL1787  ___________________________________________________________________
 BL1787* NAD 83(1986)-  30 51 34.     (N)    095 35 42.     (W)     SCALED    
 BL1787* NAVD 88     -        82.38   (+/-2cm)     270.3    (feet)  VERTCON   
 BL1787  ___________________________________________________________________
 BL1787  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BL1787
 BL1787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1787
 BL1787.The horizontal coordinates were scaled from a topographic map and have
 BL1787.an estimated accuracy of +/- 6 seconds.
 BL1787
 BL1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1787.The vertical order pertains to the NGVD 29 superseded value.
 BL1787
 BL1787.The geoid height was determined by GEOID03.
 BL1787
 BL1787;                    North         East    Units  Estimated Accuracy
 BL1787;SPC TX C     - 3,141,880.    1,153,000.      MT  (+/- 180 meters Scaled)
 BL1787
 BL1787                          SUPERSEDED SURVEY CONTROL
 BL1787
 BL1787  NGVD 29 (??/??/92)   82.379  (m)          270.27   (f) ADJ UNCH    2 0
 BL1787
 BL1787.Superseded values are not recommended for survey control.
 BL1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1787.See file dsdata.txt to determine how the superseded data were derived.
 BL1787
 BL1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ518169(NAD 83)
 BL1787_MARKER: DB = BENCH MARK DISK
 BL1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1787_STAMPING: F 984 1947
 BL1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1787+STABILITY: SURFACE MOTION
 BL1787
 BL1787  HISTORY     - Date     Condition        Report By
 BL1787  HISTORY     - 1947     MONUMENTED       CGS
 BL1787  HISTORY     - 1961     MARK NOT FOUND   USGS
 BL1787  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1787
 BL1787                          STATION DESCRIPTION
 BL1787
 BL1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1787'12.4 MI NW FROM HUNTSVILLE.
 BL1787'10.1 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1787'AT HUNTSVILLE, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE 2.0
 BL1787'MILES NORTHEAST ALONG AN OLD DIRT ROAD, AT THE OUTSIDE OF A LONG
 BL1787'CURVE, 150 FEET SOUTHWEST OF THE CENTER LINE OF A SHARP CURVE IN THE
 BL1787'ROAD, 0.15 MILE SOUTHWEST OF A WIRE GATE ACROSS THE ROAD, 48 FEET EAST
 BL1787'OF A TRIANGULAR BLAZE ON A 18 INCH OAK TREE, 26 FEET SOUTHEAST OF THE
 BL1787'CENTER LINE OF THE ROAD, 2.8 FEET SOUTHWEST OF A 4X4 MARKER POST, SET
 BL1787'IN A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 BL1787
 BL1787                          STATION RECOVERY (1961)
 BL1787
 BL1787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BL1787'MARK NOT FOUND.
 BL1787
 BL1787                          STATION RECOVERY (1996)
 BL1787
 BL1787'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1077 ***********************************************************************
 BL1077  DESIGNATION -  F 985
 BL1077  PID         -  BL1077
 BL1077  STATE/COUNTY-  TX/SAN JACINTO
 BL1077  USGS QUAD   -  MAYNARD (1997)
 BL1077
 BL1077                         *CURRENT SURVEY CONTROL
 BL1077  ___________________________________________________________________
 BL1077* NAD 83(1986)-  30 33 49.     (N)    095 17 38.     (W)     SCALED    
 BL1077* NAVD 88     -        86.03   (+/-2cm)     282.3    (feet)  VERTCON   
 BL1077  ___________________________________________________________________
 BL1077  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL1077
 BL1077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1077
 BL1077.The horizontal coordinates were scaled from a topographic map and have
 BL1077.an estimated accuracy of +/- 6 seconds.
 BL1077
 BL1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1077.The vertical order pertains to the NGVD 29 superseded value.
 BL1077
 BL1077.The geoid height was determined by GEOID03.
 BL1077
 BL1077;                    North         East    Units  Estimated Accuracy
 BL1077;SPC TX C     - 3,110,380.    1,183,260.      MT  (+/- 180 meters Scaled)
 BL1077
 BL1077                          SUPERSEDED SURVEY CONTROL
 BL1077
 BL1077  NGVD 29 (??/??/92)   86.034  (m)          282.26   (f) ADJ UNCH    2 0
 BL1077
 BL1077.Superseded values are not recommended for survey control.
 BL1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1077.See file dsdata.txt to determine how the superseded data were derived.
 BL1077
 BL1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP799834(NAD 83)
 BL1077_MARKER: DB = BENCH MARK DISK
 BL1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1077_STAMPING: F 985 1947
 BL1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1077+STABILITY: SURFACE MOTION
 BL1077
 BL1077  HISTORY     - Date     Condition        Report By
 BL1077  HISTORY     - 1947     MONUMENTED       CGS
 BL1077
 BL1077                          STATION DESCRIPTION
 BL1077
 BL1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1077'4.1 MI W FROM EVERGREEN.
 BL1077'2.8 MILES WEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1077'EVERGREEN, THENCE 1.3 MILES NORTHWEST ALONG SAM HOUSTON NATIONAL
 BL1077'FOREST ROAD 202, 63.0 FEET SOUTH OF A LEANING 18 INCH OAK TREE, 30.0
 BL1077'FEET NORTHEAST OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, 18.0
 BL1077'FEET NORTHWEST OF A 12 INCH ELM TREE, 8.0 FEET SOUTHWEST OF A 14 INCH
 BL1077'PINE TREE, 2.0 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BL1077'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1062 ***********************************************************************
 BL1062  DESIGNATION -  F 986
 BL1062  PID         -  BL1062
 BL1062  STATE/COUNTY-  TX/SAN JACINTO
 BL1062  USGS QUAD   -  BLANCHARD (1972)
 BL1062
 BL1062                         *CURRENT SURVEY CONTROL
 BL1062  ___________________________________________________________________
 BL1062* NAD 83(1986)-  30 37 49.     (N)    095 06 15.     (W)     SCALED    
 BL1062* NAVD 88     -        33.79   (+/-2cm)     110.9    (feet)  VERTCON   
 BL1062  ___________________________________________________________________
 BL1062  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1062
 BL1062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1062
 BL1062.The horizontal coordinates were scaled from a topographic map and have
 BL1062.an estimated accuracy of +/- 6 seconds.
 BL1062
 BL1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1062.The vertical order pertains to the NGVD 29 superseded value.
 BL1062
 BL1062.The geoid height was determined by GEOID03.
 BL1062
 BL1062;                    North         East    Units  Estimated Accuracy
 BL1062;SPC TX C     - 3,118,600.    1,201,090.      MT  (+/- 180 meters Scaled)
 BL1062
 BL1062                          SUPERSEDED SURVEY CONTROL
 BL1062
 BL1062  NGVD 29 (??/??/92)   33.805  (m)          110.91   (f) ADJ UNCH    2 0
 BL1062
 BL1062.Superseded values are not recommended for survey control.
 BL1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1062.See file dsdata.txt to determine how the superseded data were derived.
 BL1062
 BL1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP983905(NAD 83)
 BL1062_MARKER: DB = BENCH MARK DISK
 BL1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1062_STAMPING: F 986 1947
 BL1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1062+STABILITY: SURFACE MOTION
 BL1062
 BL1062  HISTORY     - Date     Condition        Report By
 BL1062  HISTORY     - 1947     MONUMENTED       CGS
 BL1062
 BL1062                          STATION DESCRIPTION
 BL1062
 BL1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1062'3.5 MI N FROM COLDSPRING.
 BL1062'0.2 MILE EAST ALONG A GRADED DIRT ROAD FROM THE COURTHOUSE AT
 BL1062'COLDSPRING, THENCE 3.3 MILES NORTH ALONG A GRADED DIRT ROAD, 54.2 FEET
 BL1062'SOUTHWEST OF A 16 INCH OAK TREE, 48.8 FEET WEST OF AND ACROSS THE ROAD
 BL1062'FROM A 20 INCH OAK TREE, 31.5 FEET WEST OF AND LEVEL WITH THE CENTER
 BL1062'LINE OF THE ROAD, 2.0 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A
 BL1062'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 BL1062'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0994 ***********************************************************************
 BL0994  DESIGNATION -  F 987
 BL0994  PID         -  BL0994
 BL0994  STATE/COUNTY-  TX/SAN JACINTO
 BL0994  USGS QUAD   -  OAKHURST (1972)
 BL0994
 BL0994                         *CURRENT SURVEY CONTROL
 BL0994  ___________________________________________________________________
 BL0994* NAD 83(1986)-  30 44 38.     (N)    095 17 13.     (W)     SCALED    
 BL0994* NAVD 88     -        82.38   (+/-2cm)     270.3    (feet)  VERTCON   
 BL0994  ___________________________________________________________________
 BL0994  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0994
 BL0994  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0994
 BL0994.The horizontal coordinates were scaled from a topographic map and have
 BL0994.an estimated accuracy of +/- 6 seconds.
 BL0994
 BL0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0994.The vertical order pertains to the NGVD 29 superseded value.
 BL0994
 BL0994.The geoid height was determined by GEOID03.
 BL0994
 BL0994;                    North         East    Units  Estimated Accuracy
 BL0994;SPC TX C     - 3,130,370.    1,183,020.      MT  (+/- 180 meters Scaled)
 BL0994
 BL0994                          SUPERSEDED SURVEY CONTROL
 BL0994
 BL0994  NGVD 29 (??/??/92)   82.391  (m)          270.31   (f) ADJ UNCH    2 0
 BL0994
 BL0994.Superseded values are not recommended for survey control.
 BL0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0994.See file dsdata.txt to determine how the superseded data were derived.
 BL0994
 BL0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ810034(NAD 83)
 BL0994_MARKER: DB = BENCH MARK DISK
 BL0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0994_STAMPING: F 987 1947
 BL0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0994+STABILITY: SURFACE MOTION
 BL0994
 BL0994  HISTORY     - Date     Condition        Report By
 BL0994  HISTORY     - 1947     MONUMENTED       CGS
 BL0994
 BL0994                          STATION DESCRIPTION
 BL0994
 BL0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0994'2.2 MI E FROM OAKHURST.
 BL0994'0.2 MILE NORTHWEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0994'OAKHURST, THENCE 0.2 MILE NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL0994'1.8 MILES EAST ALONG U.S. HIGHWAY 190, 77.3 FEET WEST OF A FENCE
 BL0994'CORNER, 62.7 FEET WEST OF A 16 INCH PINE TREE, 53.0 FEET NORTH OF AND
 BL0994'2.0 FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, 2.3 FEET SOUTH OF
 BL0994'A FENCE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL0994'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1773 ***********************************************************************
 BL1773  DESIGNATION -  F 988
 BL1773  PID         -  BL1773
 BL1773  STATE/COUNTY-  TX/WALKER
 BL1773  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1773
 BL1773                         *CURRENT SURVEY CONTROL
 BL1773  ___________________________________________________________________
 BL1773* NAD 83(1986)-  30 48 39.     (N)    095 34 00.     (W)     SCALED    
 BL1773* NAVD 88     -        84.65   (+/-2cm)     277.7    (feet)  VERTCON   
 BL1773  ___________________________________________________________________
 BL1773  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL1773
 BL1773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1773
 BL1773.The horizontal coordinates were scaled from a topographic map and have
 BL1773.an estimated accuracy of +/- 6 seconds.
 BL1773
 BL1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1773.The vertical order pertains to the NGVD 29 superseded value.
 BL1773
 BL1773.The geoid height was determined by GEOID03.
 BL1773
 BL1773;                    North         East    Units  Estimated Accuracy
 BL1773;SPC TX C     - 3,136,610.    1,155,940.      MT  (+/- 180 meters Scaled)
 BL1773
 BL1773                          SUPERSEDED SURVEY CONTROL
 BL1773
 BL1773  NGVD 29 (??/??/92)   84.651  (m)          277.73   (f) ADJ UNCH    2 0
 BL1773
 BL1773.Superseded values are not recommended for survey control.
 BL1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1773.See file dsdata.txt to determine how the superseded data were derived.
 BL1773
 BL1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ544114(NAD 83)
 BL1773_MARKER: DB = BENCH MARK DISK
 BL1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1773_STAMPING: F 988 1947
 BL1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1773+STABILITY: SURFACE MOTION
 BL1773
 BL1773  HISTORY     - Date     Condition        Report By
 BL1773  HISTORY     - 1947     MONUMENTED       CGS
 BL1773  HISTORY     - 19960601 GOOD             USPSQD
 BL1773
 BL1773                          STATION DESCRIPTION
 BL1773
 BL1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1773'6.05 MI NW FROM HUNTSVILLE.
 BL1773'5.4 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1773'AT HUNTSVILLE, THENCE 0.15 MILE EAST ALONG A DIRT ROAD, THENCE 0.5
 BL1773'MILE NORTH ALONG A DIRT ROAD, 64 FEET SOUTH OF THE CENTER LINE OF THE
 BL1773'EAST AND WEST ROAD, 49 FEET SOUTHWEST OF A POWER POLE, 22 FEET EAST OF
 BL1773'THE CENTER LINE OF THE NORTH AND SOUTH ROAD, 3 FEET SOUTH OF A 4X4
 BL1773'MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 BL1773'ABOVE THE GROUND.
 BL1773
 BL1773                          STATION RECOVERY (1996)
 BL1773
 BL1773'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1090 ***********************************************************************
 BL1090  DESIGNATION -  F 989
 BL1090  PID         -  BL1090
 BL1090  STATE/COUNTY-  TX/WALKER
 BL1090  USGS QUAD   -  NEW WAVERLY (1976)
 BL1090
 BL1090                         *CURRENT SURVEY CONTROL
 BL1090  ___________________________________________________________________
 BL1090* NAD 83(1986)-  30 34 41.     (N)    095 25 47.     (W)     SCALED    
 BL1090* NAVD 88     -       111.53   (+/-2cm)     365.9    (feet)  VERTCON   
 BL1090  ___________________________________________________________________
 BL1090  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL1090
 BL1090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1090
 BL1090.The horizontal coordinates were scaled from a topographic map and have
 BL1090.an estimated accuracy of +/- 6 seconds.
 BL1090
 BL1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1090.The vertical order pertains to the NGVD 29 superseded value.
 BL1090
 BL1090.The geoid height was determined by GEOID03.
 BL1090
 BL1090;                    North         East    Units  Estimated Accuracy
 BL1090;SPC TX C     - 3,111,400.    1,170,170.      MT  (+/- 180 meters Scaled)
 BL1090
 BL1090                          SUPERSEDED SURVEY CONTROL
 BL1090
 BL1090  NGVD 29 (??/??/92)  111.536  (m)          365.93   (f) ADJ UNCH    2 0
 BL1090
 BL1090.Superseded values are not recommended for survey control.
 BL1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1090.See file dsdata.txt to determine how the superseded data were derived.
 BL1090
 BL1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP669853(NAD 83)
 BL1090_MARKER: DB = BENCH MARK DISK
 BL1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1090_STAMPING: F 989 1947
 BL1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1090+STABILITY: SURFACE MOTION
 BL1090
 BL1090  HISTORY     - Date     Condition        Report By
 BL1090  HISTORY     - 1947     MONUMENTED       CGS
 BL1090
 BL1090                          STATION DESCRIPTION
 BL1090
 BL1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1090'5.2 MI NE FROM NEW WAVERLY.
 BL1090'0.1 MILE WEST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT NEW
 BL1090'WAVERLY, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 75, THENCE 0.6 MILE
 BL1090'SOUTHEAST ALONG A GRADED DIRT ROAD TO A ROAD JUNCTION, THENCE 0.9 MILE
 BL1090'NORTHEAST ALONG A GRADED DIRT ROAD TO A ROAD JUNCTION, THENCE 2.0
 BL1090'MILES NORTHEAST ALONG A GRADED DIRT ROAD TO A CROSS ROADS, 106.0 FEET
 BL1090'NORTHWEST OF THE CENTER LINE OF A NORTHEAST AND SOUTHWEST ROAD, 84.0
 BL1090'FEET SOUTHWEST OF A 40 INCH OAK TREE, 76.8 FEET NORTHEAST OF THE
 BL1090'NORTHEAST EDGE OF A CONCRETE WELL CURB, 56.0 FEET NORTHEAST OF THE
 BL1090'CENTER LINE OF A NORTHWEST AND SOUTHEAST ROAD, 5.5 FEET EAST OF A
 BL1090'FENCE CORNER, 5.0 FEET SOUTHWEST OF A WITNESS POST, 2.3 FEET SOUTHEAST
 BL1090'OF A FENCE.  SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 BL1090'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0110 ***********************************************************************
 BY0110  DESIGNATION -  F 99
 BY0110  PID         -  BY0110
 BY0110  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0110  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0110
 BY0110                         *CURRENT SURVEY CONTROL
 BY0110  ___________________________________________________________________
 BY0110* NAD 83(1986)-  31 30 28.     (N)    094 15 26.     (W)     SCALED    
 BY0110* NAVD 88     -        74.69   (+/-2cm)     245.0    (feet)  VERTCON   
 BY0110  ___________________________________________________________________
 BY0110  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BY0110
 BY0110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0110
 BY0110.The horizontal coordinates were scaled from a topographic map and have
 BY0110.an estimated accuracy of +/- 6 seconds.
 BY0110
 BY0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0110.The vertical order pertains to the NGVD 29 superseded value.
 BY0110
 BY0110.The geoid height was determined by GEOID03.
 BY0110
 BY0110;                    North         East    Units  Estimated Accuracy
 BY0110;SPC TX C     - 3,219,860.    1,276,860.      MT  (+/- 180 meters Scaled)
 BY0110
 BY0110                          SUPERSEDED SURVEY CONTROL
 BY0110
 BY0110  NGVD 29 (??/??/92)   74.727  (m)          245.17   (f) ADJ UNCH    2 0
 BY0110
 BY0110.Superseded values are not recommended for survey control.
 BY0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0110.See file dsdata.txt to determine how the superseded data were derived.
 BY0110
 BY0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ806865(NAD 83)
 BY0110_MARKER: DB = BENCH MARK DISK
 BY0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0110_STAMPING: F 99 1952
 BY0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0110+STABILITY: SURFACE MOTION
 BY0110
 BY0110  HISTORY     - Date     Condition        Report By
 BY0110  HISTORY     - 1952     MONUMENTED       CGS
 BY0110  HISTORY     - 19980919 GOOD             USPSQD
 BY0110
 BY0110                          STATION DESCRIPTION
 BY0110
 BY0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0110'0.9 MI W FROM DENNING.
 BY0110'0.9 MILE WEST ALONG SATE HIGHWAY 21 FROM ITS JUNCTION WITH FARM ROAD
 BY0110'354 AT DENNING, 38 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12
 BY0110'FEET NORTH OF A FENCE, 6 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN
 BY0110'THE TOP OF THE CENTER OF THE SOUTH HEADWALL OF A 12 FOOT CONCRETE
 BY0110'CULVERT.
 BY0110
 BY0110                          STATION RECOVERY (1998)
 BY0110
 BY0110'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0880 ***********************************************************************
 CR0880  DESIGNATION -  F 990
 CR0880  PID         -  CR0880
 CR0880  STATE/COUNTY-  TX/VAN ZANDT
 CR0880  USGS QUAD   -  GRAND SALINE (1981)
 CR0880
 CR0880                         *CURRENT SURVEY CONTROL
 CR0880  ___________________________________________________________________
 CR0880* NAD 83(1986)-  32 40 18.     (N)    095 42 24.     (W)     SCALED    
 CR0880* NAVD 88     -       122.544  (meters)     402.05   (feet)  ADJUSTED  
 CR0880  ___________________________________________________________________
 CR0880  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0880  DYNAMIC HT  -         122.406 (meters)     401.59  (feet)  COMP
 CR0880  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 CR0880
 CR0880  VERT ORDER  -  SECOND    CLASS 0
 CR0880
 CR0880.The horizontal coordinates were scaled from a topographic map and have
 CR0880.an estimated accuracy of +/- 6 seconds.
 CR0880
 CR0880.The orthometric height was determined by differential leveling
 CR0880.and adjusted by the National Geodetic Survey in June 1991..
 CR0880
 CR0880.The geoid height was determined by GEOID03.
 CR0880
 CR0880.The dynamic height is computed by dividing the NAVD 88
 CR0880.geopotential number by the normal gravity value computed on the
 CR0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0880.degrees latitude (g = 980.6199 gals.).
 CR0880
 CR0880.The modeled gravity was interpolated from observed gravity values.
 CR0880
 CR0880;                    North         East    Units  Estimated Accuracy
 CR0880;SPC TXNC     - 2,114,930.      861,950.      MT  (+/- 180 meters Scaled)
 CR0880
 CR0880                          SUPERSEDED SURVEY CONTROL
 CR0880
 CR0880  NGVD 29 (??/??/92)  122.565  (m)          402.12   (f) ADJ UNCH    2 0
 CR0880
 CR0880.Superseded values are not recommended for survey control.
 CR0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0880.See file dsdata.txt to determine how the superseded data were derived.
 CR0880
 CR0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS461181(NAD 83)
 CR0880_MARKER: DB = BENCH MARK DISK
 CR0880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0880_SP_SET: BUILDING
 CR0880_STAMPING: F 990 1948
 CR0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0880
 CR0880  HISTORY     - Date     Condition        Report By
 CR0880  HISTORY     - 1948     MONUMENTED       CGS
 CR0880  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR0880
 CR0880                          STATION DESCRIPTION
 CR0880
 CR0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0880'IN GRAND SALINE.
 CR0880'AT GRAND SALINE, 102 YARDS (PACED) SOUTHEAST OF THE SOUTHEAST CORNER
 CR0880'OF THE TEXAS AND PACIFIC RAILWAY STATION, 45 YARDS (PACED) SOUTH OF
 CR0880'THE MAIN TRACK, 0.8 FOOT WEST OF THE NORTHEAST CORNER OF A LARGE
 CR0880'WAREHOUSE, SET VERTICALLY 3.9 FEET ABOVE THE GROUND IN THE NORTH BRICK
 CR0880'WALL OF THE WAREHOUSE.
 CR0880
 CR0880                          STATION RECOVERY (1995)
 CR0880
 CR0880'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0920 ***********************************************************************
 CR0920  DESIGNATION -  F 991
 CR0920  PID         -  CR0920
 CR0920  STATE/COUNTY-  TX/SMITH
 CR0920  USGS QUAD   -  VAN LAKE (1981)
 CR0920
 CR0920                         *CURRENT SURVEY CONTROL
 CR0920  ___________________________________________________________________
 CR0920* NAD 83(1986)-  32 31 32.     (N)    095 33 50.     (W)     SCALED    
 CR0920* NAVD 88     -       173.092  (meters)     567.89   (feet)  ADJUSTED  
 CR0920  ___________________________________________________________________
 CR0920  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CR0920  DYNAMIC HT  -         172.893 (meters)     567.23  (feet)  COMP
 CR0920  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 CR0920
 CR0920  VERT ORDER  -  SECOND    CLASS 0
 CR0920
 CR0920.The horizontal coordinates were scaled from a topographic map and have
 CR0920.an estimated accuracy of +/- 6 seconds.
 CR0920
 CR0920.The orthometric height was determined by differential leveling
 CR0920.and adjusted by the National Geodetic Survey in June 1991..
 CR0920
 CR0920.The geoid height was determined by GEOID03.
 CR0920
 CR0920.The dynamic height is computed by dividing the NAVD 88
 CR0920.geopotential number by the normal gravity value computed on the
 CR0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0920.degrees latitude (g = 980.6199 gals.).
 CR0920
 CR0920.The modeled gravity was interpolated from observed gravity values.
 CR0920
 CR0920;                    North         East    Units  Estimated Accuracy
 CR0920;SPC TXNC     - 2,099,100.      875,790.      MT  (+/- 180 meters Scaled)
 CR0920
 CR0920                          SUPERSEDED SURVEY CONTROL
 CR0920
 CR0920  NGVD 29 (??/??/92)  173.112  (m)          567.95   (f) ADJ UNCH    2 0
 CR0920
 CR0920.Superseded values are not recommended for survey control.
 CR0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0920.See file dsdata.txt to determine how the superseded data were derived.
 CR0920
 CR0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS591015(NAD 83)
 CR0920_MARKER: DB = BENCH MARK DISK
 CR0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0920_STAMPING: F 991 1948
 CR0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0920+STABILITY: SURFACE MOTION
 CR0920
 CR0920  HISTORY     - Date     Condition        Report By
 CR0920  HISTORY     - 1948     MONUMENTED       CGS
 CR0920  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0920  HISTORY     - 20040605 POOR             USPSQD
 CR0920
 CR0920                          STATION DESCRIPTION
 CR0920
 CR0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0920'1.3 MI W FROM GARDEN VALLEY.
 CR0920'1.3 MILES WEST ALONG STATE HIGHWAY 110 FROM THE POST OFFICE AT GARDEN
 CR0920'VALLEY, ON TOP OF A HILL, 161.0 FEET NORTH OF THE CENTER LINE OF THE
 CR0920'HIGHWAY, 17.0 FEET EAST OF THE EXTENDED CENTER LINE OF A DRIVE LEADING
 CR0920'TO AN ABANDONED FARMYARD, 10.0 FEET SOUTHWEST OF A 32-INCH OAK TREE,
 CR0920'6.0 FEET NORTHEAST OF A 30-INCH OAK TREE, 1.5 FEET WEST OF A REFERENCE
 CR0920'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CR0920'GROUND.
 CR0920
 CR0920                          STATION RECOVERY (1996)
 CR0920
 CR0920'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0920'MARK NOT FOUND.
 CR0920
 CR0920                          STATION RECOVERY (2004)
 CR0920
 CR0920'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0920'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0706 ***********************************************************************
 CR0706  DESIGNATION -  F 992
 CR0706  PID         -  CR0706
 CR0706  STATE/COUNTY-  TX/HENDERSON
 CR0706  USGS QUAD   -  MURCHISON EAST (1984)
 CR0706
 CR0706                         *CURRENT SURVEY CONTROL
 CR0706  ___________________________________________________________________
 CR0706* NAD 83(1986)-  32 17 52.     (N)    095 40 29.     (W)     SCALED    
 CR0706* NAVD 88     -       130.457  (meters)     428.01   (feet)  ADJUSTED  
 CR0706  ___________________________________________________________________
 CR0706  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CR0706  DYNAMIC HT  -         130.305 (meters)     427.51  (feet)  COMP
 CR0706  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 CR0706
 CR0706  VERT ORDER  -  SECOND    CLASS 0
 CR0706
 CR0706.The horizontal coordinates were scaled from a topographic map and have
 CR0706.an estimated accuracy of +/- 6 seconds.
 CR0706
 CR0706.The orthometric height was determined by differential leveling
 CR0706.and adjusted by the National Geodetic Survey in June 1991..
 CR0706
 CR0706.The geoid height was determined by GEOID03.
 CR0706
 CR0706.The dynamic height is computed by dividing the NAVD 88
 CR0706.geopotential number by the normal gravity value computed on the
 CR0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0706.degrees latitude (g = 980.6199 gals.).
 CR0706
 CR0706.The modeled gravity was interpolated from observed gravity values.
 CR0706
 CR0706;                    North         East    Units  Estimated Accuracy
 CR0706;SPC TXNC     - 2,073,560.      866,060.      MT  (+/- 180 meters Scaled)
 CR0706
 CR0706                          SUPERSEDED SURVEY CONTROL
 CR0706
 CR0706  NGVD 29 (??/??/92)  130.478  (m)          428.08   (f) ADJ UNCH    2 0
 CR0706
 CR0706.Superseded values are not recommended for survey control.
 CR0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0706.See file dsdata.txt to determine how the superseded data were derived.
 CR0706
 CR0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR481765(NAD 83)
 CR0706_MARKER: DB = BENCH MARK DISK
 CR0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0706_STAMPING: F 992 1948
 CR0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0706+STABILITY: SURFACE MOTION
 CR0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0706+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0706
 CR0706  HISTORY     - Date     Condition        Report By
 CR0706  HISTORY     - 1948     MONUMENTED       CGS
 CR0706  HISTORY     - 20040605 GOOD             USPSQD
 CR0706
 CR0706                          STATION DESCRIPTION
 CR0706
 CR0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0706'IN OPELIKA.
 CR0706'AT OPELIKA, 317.2 FEET NORTH OF THE NORTH RAIL OF THE ST. LOUIS
 CR0706'SOUTHWESTERN RAILROAD OF TEXAS, 59.4 FEET SOUTHWEST OF THE SOUTHWEST
 CR0706'CORNER OF THE OPELIKA BAPTIST CHURCH, 43.0 FEET EAST OF THE CENTER
 CR0706'LINE OF A NORTH AND SOUTH ROAD, 3.1 FEET EAST OF A TELEPHONE POLE, SET
 CR0706'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 CR0706'GROUND.
 CR0706
 CR0706                          STATION RECOVERY (2004)
 CR0706
 CR0706'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0660 ***********************************************************************
 CR0660  DESIGNATION -  F 993
 CR0660  PID         -  CR0660
 CR0660  STATE/COUNTY-  TX/VAN ZANDT
 CR0660  USGS QUAD   -  MARTINS MILL (1984)
 CR0660
 CR0660                         *CURRENT SURVEY CONTROL
 CR0660  ___________________________________________________________________
 CR0660* NAD 83(1986)-  32 27 33.     (N)    095 51 25.     (W)     SCALED    
 CR0660* NAVD 88     -       164.145  (meters)     538.53   (feet)  ADJUSTED  
 CR0660  ___________________________________________________________________
 CR0660  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0660  DYNAMIC HT  -         163.956 (meters)     537.91  (feet)  COMP
 CR0660  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CR0660
 CR0660  VERT ORDER  -  SECOND    CLASS 0
 CR0660
 CR0660.The horizontal coordinates were scaled from a topographic map and have
 CR0660.an estimated accuracy of +/- 6 seconds.
 CR0660
 CR0660.The orthometric height was determined by differential leveling
 CR0660.and adjusted by the National Geodetic Survey in June 1991..
 CR0660
 CR0660.The geoid height was determined by GEOID03.
 CR0660
 CR0660.The dynamic height is computed by dividing the NAVD 88
 CR0660.geopotential number by the normal gravity value computed on the
 CR0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0660.degrees latitude (g = 980.6199 gals.).
 CR0660
 CR0660.The modeled gravity was interpolated from observed gravity values.
 CR0660
 CR0660;                    North         East    Units  Estimated Accuracy
 CR0660;SPC TXNC     - 2,091,010.      848,450.      MT  (+/- 180 meters Scaled)
 CR0660
 CR0660                          SUPERSEDED SURVEY CONTROL
 CR0660
 CR0660  NGVD 29 (??/??/92)  164.156  (m)          538.57   (f) ADJ UNCH    2 0
 CR0660
 CR0660.Superseded values are not recommended for survey control.
 CR0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0660.See file dsdata.txt to determine how the superseded data were derived.
 CR0660
 CR0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR314949(NAD 83)
 CR0660_MARKER: DB = BENCH MARK DISK
 CR0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0660_STAMPING: F 993 1948
 CR0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0660+STABILITY: SURFACE MOTION
 CR0660
 CR0660  HISTORY     - Date     Condition        Report By
 CR0660  HISTORY     - 1948     MONUMENTED       CGS
 CR0660  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0660
 CR0660                          STATION DESCRIPTION
 CR0660
 CR0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0660'6.7 MI S FROM CANTON.
 CR0660'6.7 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR0660'HIGHWAY 64 AT CANTON, AT A JUNCTION WITH A DIRT ROAD LEADING
 CR0660'NORTHWEST, 129.0 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 119.8
 CR0660'FEET SOUTHWEST OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 CR0660'CULVERT, 55.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET
 CR0660'NORTH OF A REFERENCE POST, 1.5 FEET EAST OF A FENCE, SET IN THE TOP OF
 CR0660'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0660
 CR0660                          STATION RECOVERY (1995)
 CR0660
 CR0660'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0694 ***********************************************************************
 CR0694  DESIGNATION -  F 994
 CR0694  PID         -  CR0694
 CR0694  STATE/COUNTY-  TX/VAN ZANDT
 CR0694  USGS QUAD   -  MARTINS MILL (1984)
 CR0694
 CR0694                         *CURRENT SURVEY CONTROL
 CR0694  ___________________________________________________________________
 CR0694* NAD 83(1986)-  32 23 08.     (N)    095 50 26.     (W)     SCALED    
 CR0694* NAVD 88     -       139.862  (meters)     458.86   (feet)  ADJUSTED  
 CR0694  ___________________________________________________________________
 CR0694  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0694  DYNAMIC HT  -         139.701 (meters)     458.34  (feet)  COMP
 CR0694  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 CR0694
 CR0694  VERT ORDER  -  SECOND    CLASS 0
 CR0694
 CR0694.The horizontal coordinates were scaled from a topographic map and have
 CR0694.an estimated accuracy of +/- 6 seconds.
 CR0694
 CR0694.The orthometric height was determined by differential leveling
 CR0694.and adjusted by the National Geodetic Survey in June 1991..
 CR0694
 CR0694.The geoid height was determined by GEOID03.
 CR0694
 CR0694.The dynamic height is computed by dividing the NAVD 88
 CR0694.geopotential number by the normal gravity value computed on the
 CR0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0694.degrees latitude (g = 980.6199 gals.).
 CR0694
 CR0694.The modeled gravity was interpolated from observed gravity values.
 CR0694
 CR0694;                    North         East    Units  Estimated Accuracy
 CR0694;SPC TXNC     - 2,082,890.      850,200.      MT  (+/- 180 meters Scaled)
 CR0694
 CR0694                          SUPERSEDED SURVEY CONTROL
 CR0694
 CR0694  NGVD 29 (??/??/92)  139.874  (m)          458.90   (f) ADJ UNCH    2 0
 CR0694
 CR0694.Superseded values are not recommended for survey control.
 CR0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0694.See file dsdata.txt to determine how the superseded data were derived.
 CR0694
 CR0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR327867(NAD 83)
 CR0694_MARKER: DB = BENCH MARK DISK
 CR0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0694_STAMPING: F 994 1948
 CR0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0694+STABILITY: SURFACE MOTION
 CR0694
 CR0694  HISTORY     - Date     Condition        Report By
 CR0694  HISTORY     - 1948     MONUMENTED       CGS
 CR0694  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0694
 CR0694                          STATION DESCRIPTION
 CR0694
 CR0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0694'6.6 MI SW FROM MARTIN MILLS.
 CR0694'3.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE HIGH SCHOOL AT MARTIN
 CR0694'MILLS, THENCE 1.6 MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.8
 CR0694'MILES WEST ALONG A GRADED DIRT ROAD, 115 YARDS(PACED) EAST OF AN
 CR0694'18-INCH CONCRETE TILE CULVERT AT THE CENTER OF A WIDE CURVE IN THE
 CR0694'ROAD, 176.0 FEET EAST OF THE CENTER LINE OF A DRIVE AT AN ENTRANCE TO
 CR0694'A FARMYARD, 26.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5.0 FEET
 CR0694'EAST OF A T FENCE CORNER, 1.6 FEET WEST OF A REFERENCE POST, 0.5 FOOT
 CR0694'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 CR0694'FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 0.15 MILE NORTH AND
 CR0694'0.45 MILE EAST OF BENCH MARK K 993.
 CR0694
 CR0694                          STATION RECOVERY (1995)
 CR0694
 CR0694'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1111 ***********************************************************************
 BY1111  DESIGNATION -  F 995
 BY1111  PID         -  BY1111
 BY1111  STATE/COUNTY-  TX/NACOGDOCHES
 BY1111  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1111
 BY1111                         *CURRENT SURVEY CONTROL
 BY1111  ___________________________________________________________________
 BY1111* NAD 83(1986)-  31 42 20.     (N)    094 38 10.     (W)     SCALED    
 BY1111* NAVD 88     -       119.891  (meters)     393.34   (feet)  ADJUSTED  
 BY1111  ___________________________________________________________________
 BY1111  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BY1111  DYNAMIC HT  -         119.743 (meters)     392.86  (feet)  COMP
 BY1111  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 BY1111
 BY1111  VERT ORDER  -  FIRST     CLASS II
 BY1111
 BY1111.The horizontal coordinates were scaled from a topographic map and have
 BY1111.an estimated accuracy of +/- 6 seconds.
 BY1111
 BY1111.The orthometric height was determined by differential leveling
 BY1111.and adjusted by the National Geodetic Survey in June 1991..
 BY1111.WARNING-Repeat measurements at this control monument indicate possible
 BY1111.vertical movement.
 BY1111
 BY1111.The geoid height was determined by GEOID03.
 BY1111
 BY1111.The dynamic height is computed by dividing the NAVD 88
 BY1111.geopotential number by the normal gravity value computed on the
 BY1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1111.degrees latitude (g = 980.6199 gals.).
 BY1111
 BY1111.The modeled gravity was interpolated from observed gravity values.
 BY1111
 BY1111;                    North         East    Units  Estimated Accuracy
 BY1111;SPC TX C     - 3,239,850.    1,239,800.      MT  (+/- 180 meters Scaled)
 BY1111
 BY1111                          SUPERSEDED SURVEY CONTROL
 BY1111
 BY1111  NGVD 29 (??/??/92)  119.923  (m)          393.45   (f) ADJ UNCH    1 2
 BY1111
 BY1111.Superseded values are not recommended for survey control.
 BY1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1111.See file dsdata.txt to determine how the superseded data were derived.
 BY1111
 BY1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR449089(NAD 83)
 BY1111_MARKER: DB = BENCH MARK DISK
 BY1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1111_STAMPING: F 995 1949
 BY1111_PROJECTION: RECESSED 3 CENTIMETERS
 BY1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1111+STABILITY: SURFACE MOTION
 BY1111
 BY1111  HISTORY     - Date     Condition        Report By
 BY1111  HISTORY     - 1949     MONUMENTED       CGS
 BY1111  HISTORY     - 1977     GOOD             USGS
 BY1111  HISTORY     - 1979     GOOD             NGS
 BY1111  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY1111  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 BY1111
 BY1111                          STATION DESCRIPTION
 BY1111
 BY1111'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 BY1111'2.0 MI SW FROM APPLEBY.
 BY1111'2.0 MILES S W ALONG U.S. HWY. 59 FROM THE INTERSECTION OF U.S. HWY. 59
 BY1111'AND FARM RD. 941 AT APPLEBY.  AT ROAD EAST (OLD HWY. 59), 41 FT. S W
 BY1111'OF S W CORNER OF SKELLY GAS STATION BUILDING, 55.4 FT. S E OF CENTER
 BY1111'LINE OF U.S. HWY 59, 51 FT. N OF CENTER LINE OF E-W RD., 10 FT. N E OF
 BY1111'POWER POLE.  A DISK SET IN TOP OF A CONCRETE POST WHICH IS 0.1 FT.
 BY1111'BELOW GROUND.  STAMPED F-995-1949.
 BY1111
 BY1111                          STATION RECOVERY (1979)
 BY1111
 BY1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1111'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY1111'ROAD 491 IN APPLEBY, AT THE RED MAN GROCERY AND GAS STATION, 117.8 FT.
 BY1111'NORTHEAST AND ACROSS THE HIGHWAY FROM A 1-FT. BY 3-FT. TELEPHONE
 BY1111'JUNCTION BOX, 54.0 FT. SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BY1111'46.0 FT. NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 40.5 FT. NORTHWEST
 BY1111'OF THE NORTHWEST CORNER OF THE STORE, 10.0 FT. NORTHEAST OF A
 BY1111'POWERLINE POLE, 32.7 FT. WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 BY1111'GAS PUMP FOUNDATION.
 BY1111'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY1111
 BY1111                          STATION RECOVERY (1990)
 BY1111
 BY1111'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 BY1111'MARK NOT FOUND.
 BY1111
 BY1111                          STATION RECOVERY (1992)
 BY1111
 BY1111'RECOVERY NOTE BY US POWER SQUADRON 1992
 BY1111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1003 ***********************************************************************
 CR1003  DESIGNATION -  F 996
 CR1003  PID         -  CR1003
 CR1003  STATE/COUNTY-  TX/VAN ZANDT
 CR1003  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR1003
 CR1003                         *CURRENT SURVEY CONTROL
 CR1003  ___________________________________________________________________
 CR1003* NAD 83(1986)-  32 34 07.     (N)    095 52 52.     (W)     SCALED    
 CR1003* NAVD 88     -       153.297  (meters)     502.94   (feet)  ADJUSTED  
 CR1003  ___________________________________________________________________
 CR1003  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR1003  DYNAMIC HT  -         153.122 (meters)     502.37  (feet)  COMP
 CR1003  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 CR1003
 CR1003  VERT ORDER  -  SECOND    CLASS 0
 CR1003
 CR1003.The horizontal coordinates were scaled from a topographic map and have
 CR1003.an estimated accuracy of +/- 6 seconds.
 CR1003
 CR1003.The orthometric height was determined by differential leveling
 CR1003.and adjusted by the National Geodetic Survey in June 1991..
 CR1003
 CR1003.The geoid height was determined by GEOID03.
 CR1003
 CR1003.The dynamic height is computed by dividing the NAVD 88
 CR1003.geopotential number by the normal gravity value computed on the
 CR1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1003.degrees latitude (g = 980.6199 gals.).
 CR1003
 CR1003.The modeled gravity was interpolated from observed gravity values.
 CR1003
 CR1003;                    North         East    Units  Estimated Accuracy
 CR1003;SPC TXNC     - 2,103,080.      845,880.      MT  (+/- 180 meters Scaled)
 CR1003
 CR1003                          SUPERSEDED SURVEY CONTROL
 CR1003
 CR1003  NGVD 29 (??/??/92)  153.31   (m)          503.0    (f) COMPUTED    2 0
 CR1003
 CR1003.Superseded values are not recommended for survey control.
 CR1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1003.See file dsdata.txt to determine how the superseded data were derived.
 CR1003
 CR1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS295071(NAD 83)
 CR1003_MARKER: DB = BENCH MARK DISK
 CR1003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR1003_SP_SET: CULVERT
 CR1003_STAMPING: F 996 1948
 CR1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR1003
 CR1003  HISTORY     - Date     Condition        Report By
 CR1003  HISTORY     - 1948     MONUMENTED       CGS
 CR1003  HISTORY     - 1955     GOOD             NGS
 CR1003  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR1003
 CR1003                          STATION DESCRIPTION
 CR1003
 CR1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1003'1.3 MI NW FROM CANTON.
 CR1003'1.3 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE COURTHOUSE AT
 CR1003'CANTON, 18.6 FEET SOUTHWEST OF AND 1.0 FOOT HIGHER THAN THE CENTER
 CR1003'LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST
 CR1003'HEADWALL OF A 20-FOOT TRIPLE CHANNEL CONCRETE CULVERT.
 CR1003
 CR1003                          STATION RECOVERY (1955)
 CR1003
 CR1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CR1003'RECOVERED IN GOOD CONDITION.
 CR1003
 CR1003                          STATION RECOVERY (1993)
 CR1003
 CR1003'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR1003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1004 ***********************************************************************
 CR1004  DESIGNATION -  F 996 RESET 1955
 CR1004  PID         -  CR1004
 CR1004  STATE/COUNTY-  TX/VAN ZANDT
 CR1004  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR1004
 CR1004                         *CURRENT SURVEY CONTROL
 CR1004  ___________________________________________________________________
 CR1004* NAD 83(1986)-  32 34 07.     (N)    095 52 52.     (W)     SCALED    
 CR1004* NAVD 88     -       152.46   (+/-2cm)     500.2    (feet)  VERTCON   
 CR1004  ___________________________________________________________________
 CR1004  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR1004
 CR1004  VERT ORDER  -  THIRD (See Below)
 CR1004
 CR1004.The horizontal coordinates were scaled from a topographic map and have
 CR1004.an estimated accuracy of +/- 6 seconds.
 CR1004
 CR1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1004.The vertical order pertains to the NGVD 29 superseded value.
 CR1004
 CR1004.The geoid height was determined by GEOID03.
 CR1004
 CR1004;                    North         East    Units  Estimated Accuracy
 CR1004;SPC TXNC     - 2,103,080.      845,880.      MT  (+/- 180 meters Scaled)
 CR1004
 CR1004                          SUPERSEDED SURVEY CONTROL
 CR1004
 CR1004  NGVD 29 (??/??/??)  152.47   (m)          500.2    (f) RESET       3  
 CR1004
 CR1004.Superseded values are not recommended for survey control.
 CR1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1004.See file dsdata.txt to determine how the superseded data were derived.
 CR1004
 CR1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS295071(NAD 83)
 CR1004_MARKER: DB = BENCH MARK DISK
 CR1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1004_STAMPING: F 996 RESET 1955
 CR1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1004+STABILITY: SURFACE MOTION
 CR1004
 CR1004  HISTORY     - Date     Condition        Report By
 CR1004  HISTORY     - 1955     MONUMENTED       CGS
 CR1004  HISTORY     - 19930615 MARK NOT FOUND   USPSQD
 CR1004  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 CR1004
 CR1004                          STATION DESCRIPTION
 CR1004
 CR1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CR1004'1.3 MI NW FROM CANTON.
 CR1004'ABOUT 1.3 MILES NORTHWEST ALONG HIGHWAY NO. 64 FROM THE COURT HOUSE AT
 CR1004'CANTON, 75 YARDS NORTHWEST OF A CULVERT, 65 FEET SOUTHWEST OF THE
 CR1004'CENTERLINE OF THE HIGHWAY AND 3 FEET LOWER, IN THE APPROXIMATE
 CR1004'RIGHT-OF WAY LINE AND 12 FEET NORTH OF A 14 INCH OAK TREE AND ALONG
 CR1004'THE EDGE OF THE TIMBER. A STANDARD DISK STAMPED F 996 RESET AND SET IN
 CR1004'A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
 CR1004
 CR1004                          STATION RECOVERY (1993)
 CR1004
 CR1004'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR1004'MARK NOT FOUND.
 CR1004
 CR1004                          STATION RECOVERY (1995)
 CR1004
 CR1004'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0972 ***********************************************************************
 CR0972  DESIGNATION -  F 997
 CR0972  PID         -  CR0972
 CR0972  STATE/COUNTY-  TX/VAN ZANDT
 CR0972  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR0972
 CR0972                         *CURRENT SURVEY CONTROL
 CR0972  ___________________________________________________________________
 CR0972* NAD 83(1986)-  32 32 57.     (N)    095 58 30.     (W)     SCALED    
 CR0972* NAVD 88     -       149.833  (meters)     491.58   (feet)  ADJUSTED  
 CR0972  ___________________________________________________________________
 CR0972  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CR0972  DYNAMIC HT  -         149.662 (meters)     491.02  (feet)  COMP
 CR0972  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 CR0972
 CR0972  VERT ORDER  -  SECOND    CLASS 0
 CR0972
 CR0972.The horizontal coordinates were scaled from a topographic map and have
 CR0972.an estimated accuracy of +/- 6 seconds.
 CR0972
 CR0972.The orthometric height was determined by differential leveling
 CR0972.and adjusted by the National Geodetic Survey in June 1991..
 CR0972
 CR0972.The geoid height was determined by GEOID03.
 CR0972
 CR0972.The dynamic height is computed by dividing the NAVD 88
 CR0972.geopotential number by the normal gravity value computed on the
 CR0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0972.degrees latitude (g = 980.6199 gals.).
 CR0972
 CR0972.The modeled gravity was interpolated from observed gravity values.
 CR0972
 CR0972;                    North         East    Units  Estimated Accuracy
 CR0972;SPC TXNC     - 2,100,710.      837,120.      MT  (+/- 180 meters Scaled)
 CR0972
 CR0972                          SUPERSEDED SURVEY CONTROL
 CR0972
 CR0972  NGVD 29 (??/??/92)  149.844  (m)          491.61   (f) ADJ UNCH    2 0
 CR0972
 CR0972.Superseded values are not recommended for survey control.
 CR0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0972.See file dsdata.txt to determine how the superseded data were derived.
 CR0972
 CR0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS206052(NAD 83)
 CR0972_MARKER: DB = BENCH MARK DISK
 CR0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0972_STAMPING: F 997 1948
 CR0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0972+STABILITY: SURFACE MOTION
 CR0972
 CR0972  HISTORY     - Date     Condition        Report By
 CR0972  HISTORY     - 1948     MONUMENTED       CGS
 CR0972  HISTORY     - 19950914 GOOD             USPSQD
 CR0972
 CR0972                          STATION DESCRIPTION
 CR0972
 CR0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0972'6.05 MI W FROM CANTON.
 CR0972'6.05 MILES WEST ALONG STATE HIGHWAY 243 FROM THE JUNCTION OF STATE
 CR0972'HIGHWAYS 198 AND 243 AT THE SOUTH EDGE OF CANTON, 306.2 FEET WEST OF
 CR0972'CONCRETE RIGHT-OF-WAY STATION MARKER 330, 145.3 FEET EAST SOUTHEAST OF
 CR0972'THE EAST END OF THE SOUTH HEADWALL OF A 36-INCH CONCRETE TILE CULVERT,
 CR0972'60.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT NORTH OF A
 CR0972'FENCE, 1.4 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 CR0972'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 CR0972
 CR0972                          STATION RECOVERY (1995)
 CR0972
 CR0972'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0617 ***********************************************************************
 CR0617  DESIGNATION -  F 998
 CR0617  PID         -  CR0617
 CR0617  STATE/COUNTY-  TX/VAN ZANDT
 CR0617  USGS QUAD   -  PHALBA (1984)
 CR0617
 CR0617                         *CURRENT SURVEY CONTROL
 CR0617  ___________________________________________________________________
 CR0617* NAD 83(1986)-  32 25 02.     (N)    095 57 57.     (W)     SCALED    
 CR0617* NAVD 88     -       139.254  (meters)     456.87   (feet)  ADJUSTED  
 CR0617  ___________________________________________________________________
 CR0617  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CR0617  DYNAMIC HT  -         139.094 (meters)     456.34  (feet)  COMP
 CR0617  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 CR0617
 CR0617  VERT ORDER  -  SECOND    CLASS 0
 CR0617
 CR0617.The horizontal coordinates were scaled from a topographic map and have
 CR0617.an estimated accuracy of +/- 6 seconds.
 CR0617
 CR0617.The orthometric height was determined by differential leveling
 CR0617.and adjusted by the National Geodetic Survey in June 1991..
 CR0617
 CR0617.The geoid height was determined by GEOID03.
 CR0617
 CR0617.The dynamic height is computed by dividing the NAVD 88
 CR0617.geopotential number by the normal gravity value computed on the
 CR0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0617.degrees latitude (g = 980.6199 gals.).
 CR0617
 CR0617.The modeled gravity was interpolated from observed gravity values.
 CR0617
 CR0617;                    North         East    Units  Estimated Accuracy
 CR0617;SPC TXNC     - 2,086,110.      838,330.      MT  (+/- 180 meters Scaled)
 CR0617
 CR0617                          SUPERSEDED SURVEY CONTROL
 CR0617
 CR0617  NGVD 29 (??/??/92)  139.263  (m)          456.90   (f) ADJ UNCH    2 0
 CR0617
 CR0617.Superseded values are not recommended for survey control.
 CR0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0617.See file dsdata.txt to determine how the superseded data were derived.
 CR0617
 CR0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR210905(NAD 83)
 CR0617_MARKER: DB = BENCH MARK DISK
 CR0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0617_STAMPING: F 998 1948
 CR0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0617+STABILITY: SURFACE MOTION
 CR0617
 CR0617  HISTORY     - Date     Condition        Report By
 CR0617  HISTORY     - 1948     MONUMENTED       CGS
 CR0617  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0617
 CR0617                          STATION DESCRIPTION
 CR0617
 CR0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0617'6.05 MI SW FROM JACKSON.
 CR0617'5.0 MILES SOUTHWEST ALONG STATE HIGHWAY 198 FROM THE ELEMENTARY SCHOOL
 CR0617'AT JACKSON, THENCE 0.7 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 0.35
 CR0617'MILE SOUTH ALONG A GRADED DIRT ROAD, 0.9 MILE NORTH OF BENCH MARK E
 CR0617'998, 0.2 MILE WEST OF A BRIDGE OVER TWIN CREEK, 90 YARDS(PACED) EAST
 CR0617'OF THE CENTER OF A CURVE, 194.0 FEET SOUTHEAST OF THE SOUTH END OF A
 CR0617'CONCRETE TILE CULVERT, 72.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 CR0617'26.0 FEET WEST OF THE CENTER LINE OF A DIM TRAIL LEADING SOUTH, 13.3
 CR0617'FEET WEST OF A 24-INCH HICKORY TREE, 1.5 FEET WEST OF A REFERENCE POST
 CR0617'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CR0617'GROUND.
 CR0617
 CR0617                          STATION RECOVERY (1995)
 CR0617
 CR0617'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0790 ***********************************************************************
 BY0790  DESIGNATION -  F 999
 BY0790  PID         -  BY0790
 BY0790  STATE/COUNTY-  TX/TRINITY
 BY0790  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0790
 BY0790                         *CURRENT SURVEY CONTROL
 BY0790  ___________________________________________________________________
 BY0790* NAD 83(1986)-  31 08 42.     (N)    094 52 39.     (W)     SCALED    
 BY0790* NAVD 88     -        58.36   (+/-2cm)     191.5    (feet)  VERTCON   
 BY0790  ___________________________________________________________________
 BY0790  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BY0790
 BY0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0790
 BY0790.The horizontal coordinates were scaled from a topographic map and have
 BY0790.an estimated accuracy of +/- 6 seconds.
 BY0790
 BY0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0790.The vertical order pertains to the NGVD 29 superseded value.
 BY0790
 BY0790.The geoid height was determined by GEOID03.
 BY0790
 BY0790;                    North         East    Units  Estimated Accuracy
 BY0790;SPC TX C     - 3,176,640.    1,220,000.      MT  (+/- 180 meters Scaled)
 BY0790
 BY0790                          SUPERSEDED SURVEY CONTROL
 BY0790
 BY0790  NGVD 29 (??/??/92)   58.390  (m)          191.57   (f) ADJ UNCH    2 0
 BY0790
 BY0790.Superseded values are not recommended for survey control.
 BY0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0790.See file dsdata.txt to determine how the superseded data were derived.
 BY0790
 BY0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ210471(NAD 83)
 BY0790_MARKER: DB = BENCH MARK DISK
 BY0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0790_STAMPING: F 999 1948
 BY0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0790+STABILITY: SURFACE MOTION
 BY0790
 BY0790  HISTORY     - Date     Condition        Report By
 BY0790  HISTORY     - 1948     MONUMENTED       CGS
 BY0790
 BY0790                          STATION DESCRIPTION
 BY0790
 BY0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0790'12.15 MI NW FROM CORRIGAN.
 BY0790'3.8 MILES NORTH ALONG U. S. HIGHWAY 59 FROM THE TEXAS AND NEW ORLEANS
 BY0790'RAILWAY STATION AT CORRIGAN, THENCE 2.75 MILES NORTH ALONG A GRADED
 BY0790'DIRT ROAD (OLD U. S. HIGHWAY 59), THENCE 3.85 MILES NORTHWEST ALONG A
 BY0790'GRADED DIRT ROAD, THENCE 1.75 MILES NORTHWEST ALONG A TRAIL, AT A
 BY0790'JUNCTION WITH NATIONAL FOREST HIGHWAYS NUMBER 7 AND NUMBER 10, 288.5
 BY0790'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 58.0 FEET WEST
 BY0790'OF THE EXTENDED CENTER LINE OF NATIONAL FOREST HIGHWAY NUMBER 10, 45.0
 BY0790'FEET SOUTH OF THE CENTER LINE OF NATIONAL FOREST HIGHWAY NUMBER 7, 2.4
 BY0790'FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY0790'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0841 ***********************************************************************
 DO0841  DESIGNATION -  F A P MARKER 455 A 1935
 DO0841  PID         -  DO0841
 DO0841  STATE/COUNTY-  TX/BAYLOR
 DO0841  USGS QUAD   -  BOMARTON (1966)
 DO0841
 DO0841                         *CURRENT SURVEY CONTROL
 DO0841  ___________________________________________________________________
 DO0841* NAD 83(1993)-  33 37 16.46711(N)    099 28 26.57921(W)     ADJUSTED  
 DO0841* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 DO0841  ___________________________________________________________________
 DO0841  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DO0841  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DO0841
 DO0841  HORZ ORDER  -  SECOND
 DO0841
 DO0841.The horizontal coordinates were established by classical geodetic methods
 DO0841.and adjusted by the National Geodetic Survey in February 1996..
 DO0841
 DO0841.The orthometric height was scaled from a topographic map.
 DO0841
 DO0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0841
 DO0841.The geoid height was determined by GEOID03.
 DO0841
 DO0841;                    North         East     Units Scale Factor Converg.
 DO0841;SPC TXNC     - 2,217,165.971   509,623.550   MT  0.99992191   -0 31 52.5
 DO0841;SPC TXNC     - 7,274,152.02  1,671,989.93   sFT  0.99992191   -0 31 52.5
 DO0841;UTM  14      - 3,720,261.929   456,028.995   MT  0.99962384   -0 15 44.9
 DO0841
 DO0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0841!SPC TXNC     -   0.99993739  x   0.99992191  =   0.99985931
 DO0841!UTM  14      -   0.99993739  x   0.99962384  =   0.99956126
 DO0841
 DO0841                          SUPERSEDED SURVEY CONTROL
 DO0841
 DO0841  NAD 83(1993)-  33 37 16.46785(N)    099 28 26.57955(W) AD(       ) 2
 DO0841  NAD 83(1986)-  33 37 16.47491(N)    099 28 26.57036(W) AD(       ) 2
 DO0841  NAD 27      -  33 37 16.13900(N)    099 28 25.28000(W) AD(       ) 2
 DO0841
 DO0841.Superseded values are not recommended for survey control.
 DO0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0841.See file dsdata.txt to determine how the superseded data were derived.
 DO0841
 DO0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5602920262(NAD 83)
 DO0841_MARKER: U = CONCRETE POST
 DO0841_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DO0841_SP_SET: OBJECT IMBEDDED IN GROUND
 DO0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0841
 DO0841  HISTORY     - Date     Condition        Report By
 DO0841  HISTORY     - 1935     MONUMENTED       CGS
 DO0841
 DO0841                          STATION DESCRIPTION
 DO0841
 DO0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0841'STATION 690+67, ON KNOX-BAYLOR COUNTY LINE, 35 FEET S OF
 DO0841'CENTER LINE OF STATE HIGHWAY 24, 14.767 METERS (48.45 FEET)
 DO0841'FROM TRIANGULATION STATION MASSEY.  MARKED BY A 5- BY 5-INCH
 DO0841'CONCRETE POST, PROJECTING 2 FEET, AND IS IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1117 ***********************************************************************
 AE1117  DESIGNATION -  F R 34
 AE1117  PID         -  AE1117
 AE1117  STATE/COUNTY-  TX/ZAPATA
 AE1117  USGS QUAD   -  BECKWITH ARM (1980)
 AE1117
 AE1117                         *CURRENT SURVEY CONTROL
 AE1117  ___________________________________________________________________
 AE1117* NAD 83(1986)-  26 41 37.     (N)    099 10 41.     (W)     SCALED    
 AE1117* NAVD 88     -        92.258  (meters)     302.68   (feet)  ADJUSTED  
 AE1117  ___________________________________________________________________
 AE1117  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AE1117  DYNAMIC HT  -          92.108 (meters)     302.19  (feet)  COMP
 AE1117  MODELED GRAV-     979,025.7   (mgal)                       NAVD 88
 AE1117
 AE1117  VERT ORDER  -  FIRST     CLASS II
 AE1117
 AE1117.The horizontal coordinates were scaled from a topographic map and have
 AE1117.an estimated accuracy of +/- 6 seconds.
 AE1117
 AE1117.The orthometric height was determined by differential leveling
 AE1117.and adjusted by the National Geodetic Survey in June 1991..
 AE1117
 AE1117.The geoid height was determined by GEOID03.
 AE1117
 AE1117.The dynamic height is computed by dividing the NAVD 88
 AE1117.geopotential number by the normal gravity value computed on the
 AE1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1117.degrees latitude (g = 980.6199 gals.).
 AE1117
 AE1117.The modeled gravity was interpolated from observed gravity values.
 AE1117
 AE1117;                    North         East    Units  Estimated Accuracy
 AE1117;SPC TX S     - 5,113,960.      232,530.      MT  (+/- 180 meters Scaled)
 AE1117
 AE1117                          SUPERSEDED SURVEY CONTROL
 AE1117
 AE1117  NGVD 29 (??/??/92)   92.303  (m)          302.83   (f) ADJ UNCH    1 2
 AE1117
 AE1117.Superseded values are not recommended for survey control.
 AE1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1117.See file dsdata.txt to determine how the superseded data were derived.
 AE1117
 AE1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ822525(NAD 83)
 AE1117_MARKER: DD = SURVEY DISK
 AE1117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1117_SP_SET: CULVERT
 AE1117_STAMPING: F R - 34 1956
 AE1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1117
 AE1117  HISTORY     - Date     Condition        Report By
 AE1117  HISTORY     - 1956     MONUMENTED       IBWC
 AE1117  HISTORY     - 1956     GOOD             NGS
 AE1117
 AE1117                          STATION DESCRIPTION
 AE1117
 AE1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1117'19.1 MI SE FROM ZAPATA.
 AE1117'ABOUT 3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1117'ZAPATA, THENCE 15.7 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 21 FEET
 AE1117'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, AT A FENCE CROSSING,
 AE1117'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF AN
 AE1117'OLD CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1083 ***********************************************************************
 AE1083  DESIGNATION -  F R 35
 AE1083  PID         -  AE1083
 AE1083  STATE/COUNTY-  TX/ZAPATA
 AE1083  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1083
 AE1083                         *CURRENT SURVEY CONTROL
 AE1083  ___________________________________________________________________
 AE1083* NAD 83(1986)-  26 45 47.     (N)    099 12 38.     (W)     SCALED    
 AE1083* NAVD 88     -       101.938  (meters)     334.44   (feet)  ADJUSTED  
 AE1083  ___________________________________________________________________
 AE1083  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AE1083  DYNAMIC HT  -         101.773 (meters)     333.90  (feet)  COMP
 AE1083  MODELED GRAV-     979,029.1   (mgal)                       NAVD 88
 AE1083
 AE1083  VERT ORDER  -  FIRST     CLASS II
 AE1083
 AE1083.The horizontal coordinates were scaled from a topographic map and have
 AE1083.an estimated accuracy of +/- 6 seconds.
 AE1083
 AE1083.The orthometric height was determined by differential leveling
 AE1083.and adjusted by the National Geodetic Survey in June 1991..
 AE1083
 AE1083.The geoid height was determined by GEOID03.
 AE1083
 AE1083.The dynamic height is computed by dividing the NAVD 88
 AE1083.geopotential number by the normal gravity value computed on the
 AE1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1083.degrees latitude (g = 980.6199 gals.).
 AE1083
 AE1083.The modeled gravity was interpolated from observed gravity values.
 AE1083
 AE1083;                    North         East    Units  Estimated Accuracy
 AE1083;SPC TX S     - 5,121,670.      229,330.      MT  (+/- 180 meters Scaled)
 AE1083
 AE1083                          SUPERSEDED SURVEY CONTROL
 AE1083
 AE1083  NGVD 29 (??/??/92)  101.980  (m)          334.58   (f) ADJ UNCH    1 2
 AE1083
 AE1083.Superseded values are not recommended for survey control.
 AE1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1083.See file dsdata.txt to determine how the superseded data were derived.
 AE1083
 AE1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ790602(NAD 83)
 AE1083_MARKER: DD = SURVEY DISK
 AE1083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1083_SP_SET: CULVERT
 AE1083_STAMPING: F R - 35 1956
 AE1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1083
 AE1083  HISTORY     - Date     Condition        Report By
 AE1083  HISTORY     - 1956     MONUMENTED       IBWC
 AE1083  HISTORY     - 1956     GOOD             NGS
 AE1083
 AE1083                          STATION DESCRIPTION
 AE1083
 AE1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1083'13.9 MI SE FROM ZAPATA.
 AE1083'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1083'ZAPATA, THENCE 10.5 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, AT A
 AE1083'JUNCTION WITH A NORTHEAST AND SOUTHWEST PRIVATE ROAD, 23 FEET
 AE1083'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE
 AE1083'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1084 ***********************************************************************
 AE1084  DESIGNATION -  F R 37
 AE1084  PID         -  AE1084
 AE1084  STATE/COUNTY-  TX/ZAPATA
 AE1084  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1084
 AE1084                         *CURRENT SURVEY CONTROL
 AE1084  ___________________________________________________________________
 AE1084* NAD 83(1986)-  26 47 02.     (N)    099 13 13.     (W)     SCALED    
 AE1084* NAVD 88     -        86.194  (meters)     282.79   (feet)  ADJUSTED  
 AE1084  ___________________________________________________________________
 AE1084  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AE1084  DYNAMIC HT  -          86.055 (meters)     282.33  (feet)  COMP
 AE1084  MODELED GRAV-     979,030.2   (mgal)                       NAVD 88
 AE1084
 AE1084  VERT ORDER  -  FIRST     CLASS II
 AE1084
 AE1084.The horizontal coordinates were scaled from a topographic map and have
 AE1084.an estimated accuracy of +/- 6 seconds.
 AE1084
 AE1084.The orthometric height was determined by differential leveling
 AE1084.and adjusted by the National Geodetic Survey in June 1991..
 AE1084
 AE1084.The geoid height was determined by GEOID03.
 AE1084
 AE1084.The dynamic height is computed by dividing the NAVD 88
 AE1084.geopotential number by the normal gravity value computed on the
 AE1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1084.degrees latitude (g = 980.6199 gals.).
 AE1084
 AE1084.The modeled gravity was interpolated from observed gravity values.
 AE1084
 AE1084;                    North         East    Units  Estimated Accuracy
 AE1084;SPC TX S     - 5,123,980.      228,380.      MT  (+/- 180 meters Scaled)
 AE1084
 AE1084                          SUPERSEDED SURVEY CONTROL
 AE1084
 AE1084  NGVD 29 (??/??/92)   86.240  (m)          282.94   (f) ADJ UNCH    1 2
 AE1084
 AE1084.Superseded values are not recommended for survey control.
 AE1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1084.See file dsdata.txt to determine how the superseded data were derived.
 AE1084
 AE1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ781625(NAD 83)
 AE1084_MARKER: DD = SURVEY DISK
 AE1084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1084_SP_SET: GUARD RAIL
 AE1084_STAMPING: F R - 37 1956
 AE1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1084
 AE1084  HISTORY     - Date     Condition        Report By
 AE1084  HISTORY     - 1956     MONUMENTED       IBWC
 AE1084  HISTORY     - 1956     GOOD             NGS
 AE1084
 AE1084                          STATION DESCRIPTION
 AE1084
 AE1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1084'12.3 MI SE FROM ZAPATA.
 AE1084'ABOUT 3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1084'ZAPATA, THENCE 8.9 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 17 FEET
 AE1084'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE
 AE1084'NORTHWEST END OF THE NORTHEAST GUARD RAIL OF A SMALL CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1085 ***********************************************************************
 AE1085  DESIGNATION -  F R 38
 AE1085  PID         -  AE1085
 AE1085  STATE/COUNTY-  TX/ZAPATA
 AE1085  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1085
 AE1085                         *CURRENT SURVEY CONTROL
 AE1085  ___________________________________________________________________
 AE1085* NAD 83(1986)-  26 47 36.     (N)    099 13 29.     (W)     SCALED    
 AE1085* NAVD 88     -        86.590  (meters)     284.09   (feet)  ADJUSTED  
 AE1085  ___________________________________________________________________
 AE1085  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AE1085  DYNAMIC HT  -          86.450 (meters)     283.63  (feet)  COMP
 AE1085  MODELED GRAV-     979,030.8   (mgal)                       NAVD 88
 AE1085
 AE1085  VERT ORDER  -  FIRST     CLASS II
 AE1085
 AE1085.The horizontal coordinates were scaled from a topographic map and have
 AE1085.an estimated accuracy of +/- 6 seconds.
 AE1085
 AE1085.The orthometric height was determined by differential leveling
 AE1085.and adjusted by the National Geodetic Survey in June 1991..
 AE1085
 AE1085.The geoid height was determined by GEOID03.
 AE1085
 AE1085.The dynamic height is computed by dividing the NAVD 88
 AE1085.geopotential number by the normal gravity value computed on the
 AE1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1085.degrees latitude (g = 980.6199 gals.).
 AE1085
 AE1085.The modeled gravity was interpolated from observed gravity values.
 AE1085
 AE1085;                    North         East    Units  Estimated Accuracy
 AE1085;SPC TX S     - 5,125,030.      227,940.      MT  (+/- 180 meters Scaled)
 AE1085
 AE1085                          SUPERSEDED SURVEY CONTROL
 AE1085
 AE1085  NGVD 29 (??/??/92)   86.635  (m)          284.24   (f) ADJ UNCH    1 2
 AE1085
 AE1085.Superseded values are not recommended for survey control.
 AE1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1085.See file dsdata.txt to determine how the superseded data were derived.
 AE1085
 AE1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ776635(NAD 83)
 AE1085_MARKER: DD = SURVEY DISK
 AE1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1085_STAMPING: F R - 38 1956
 AE1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1085+STABILITY: SURFACE MOTION
 AE1085
 AE1085  HISTORY     - Date     Condition        Report By
 AE1085  HISTORY     - 1956     MONUMENTED       IBWC
 AE1085  HISTORY     - 1956     GOOD             NGS
 AE1085
 AE1085                          STATION DESCRIPTION
 AE1085
 AE1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1085'11.6 MI SE FROM ZAPATA.
 AE1085'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1085'ZAPATA, THENCE 8.2 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 49 FEET
 AE1085'SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 34 FEET NORTHWEST OF
 AE1085'THE CENTER LINE OF A NORTHEAST AND SOUTHWEST TRACK ROAD, 2 FEET
 AE1085'SOUTHEAST OF A FENCE, 1.3 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 AE1085'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5744 ***********************************************************************
 AW5744  DESIGNATION -  F USE BM 106 USE 1934
 AW5744  PID         -  AW5744
 AW5744  STATE/COUNTY-  TX/JEFFERSON
 AW5744  USGS QUAD   -  STAR LAKE (1994)
 AW5744
 AW5744                         *CURRENT SURVEY CONTROL
 AW5744  ___________________________________________________________________
 AW5744* NAD 83(1993)-  29 40 38.89793(N)    094 12 26.94755(W)     ADJUSTED  
 AW5744* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW5744  ___________________________________________________________________
 AW5744  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW5744  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW5744
 AW5744  HORZ ORDER  -  SECOND
 AW5744
 AW5744.The horizontal coordinates were established by classical geodetic methods
 AW5744.and adjusted by the National Geodetic Survey in February 1996..
 AW5744
 AW5744.The orthometric height was scaled from a topographic map.
 AW5744
 AW5744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5744
 AW5744.The geoid height was determined by GEOID03.
 AW5744
 AW5744;                    North         East     Units Scale Factor Converg.
 AW5744;SPC TXSC     - 4,213,882.881 1,063,714.866   MT  0.99988105   +2 20 52.5
 AW5744;SPC TXSC     -13,825,047.42  3,489,871.19   sFT  0.99988105   +2 20 52.5
 AW5744;UTM  15      - 3,283,657.098   383,161.640   MT  0.99976843   -0 35 52.5
 AW5744
 AW5744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5744!SPC TXSC     -   1.00000424  x   0.99988105  =   0.99988529
 AW5744!UTM  15      -   1.00000424  x   0.99976843  =   0.99977267
 AW5744
 AW5744                          SUPERSEDED SURVEY CONTROL
 AW5744
 AW5744  NAD 83(1993)-  29 40 38.89724(N)    094 12 26.94763(W) AD(       ) 2
 AW5744  NAD 83(1986)-  29 40 38.91851(N)    094 12 26.92978(W) AD(       ) 2
 AW5744  NAD 27      -  29 40 38.11780(N)    094 12 26.28000(W) AD(       ) 2
 AW5744
 AW5744.Superseded values are not recommended for survey control.
 AW5744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5744.See file dsdata.txt to determine how the superseded data were derived.
 AW5744
 AW5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN8316283657(NAD 83)
 AW5744_MARKER: DD = SURVEY DISK
 AW5744_SETTING: 0 = UNSPECIFIED SETTING
 AW5744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5744
 AW5744  HISTORY     - Date     Condition        Report By
 AW5744  HISTORY     - 1934     MONUMENTED       USE
 AW5744
 AW5744                          STATION DESCRIPTION
 AW5744
 AW5744'DESCRIBED BY US ENGINEERS 1934
 AW5744'STATION IS LOCATED ON THE INTRACOSTAL CANAL, 21.4 MILES SW OF
 AW5744'DRAWBRIDGE ON SABINE PASS-PORT ARTHUR HIGHWAY, 10 METERS INSHORE
 AW5744'FROM THE RUSH LINE, ON A 3-FOOT-HIGH LEVEE, ON THE N BANK OF
 AW5744'CANAL, AND 45 METERS W OF A CONCRETE FLUME.
 AW5744'
 AW5744'B.M. 106 (U.S.E.) IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK
 AW5744'SET IN THE TOP OF A 4-INCH CONCRETE-FILLED PIPE AND IS
 AW5744'APPROXIMATELY 3 FEET LOWER THAN THE STATION.  IT IS STAMPED
 AW5744'B.M. 106.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2791 ***********************************************************************
 AB2791  PACS        -  This is a Primary Airport Control Station.
 AB2791  DESIGNATION -  F00 A
 AB2791  PID         -  AB2791
 AB2791  STATE/COUNTY-  TX/FANNIN
 AB2791  USGS QUAD   -  BONHAM (1984)
 AB2791
 AB2791                         *CURRENT SURVEY CONTROL
 AB2791  ___________________________________________________________________
 AB2791* NAD 83(1993)-  33 37 01.08276(N)    096 10 44.33335(W)     ADJUSTED  
 AB2791* NAVD 88     -       187.50   (meters)     615.2    (feet)  GPS OBS   
 AB2791  ___________________________________________________________________
 AB2791  X           -    -572,296.928 (meters)                     COMP
 AB2791  Y           -  -5,286,143.152 (meters)                     COMP
 AB2791  Z           -   3,511,234.583 (meters)                     COMP
 AB2791  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AB2791  ELLIP HEIGHT-         161.29  (meters)          (10/24/00) GPS OBS
 AB2791  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AB2791
 AB2791  HORZ ORDER  -  B
 AB2791  ELLP ORDER  -  FOURTH    CLASS II
 AB2791
 AB2791.This mark is at Jones Fld (F00) Airport (F00)
 AB2791
 AB2791.The horizontal coordinates were established by GPS observations
 AB2791.and adjusted by the National Geodetic Survey in February 1996..
 AB2791
 AB2791.The orthometric height was determined by GPS observations and a
 AB2791.high-resolution geoid model.
 AB2791
 AB2791.GPS derived orthometric heights for airport stations designated as
 AB2791.PACS or SACS are published to 2 decimal places.  This maintains
 AB2791.centimeter relative accuracy between the PACS and SACS.  It does
 AB2791.not indicate centimeter accuracy relative to other marks which are
 AB2791.part of the NAVD 88 network.
 AB2791
 AB2791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2791
 AB2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2791
 AB2791.The ellipsoidal height was determined by GPS observations
 AB2791.and is referenced to NAD 83.
 AB2791
 AB2791.The geoid height was determined by GEOID03.
 AB2791
 AB2791;                    North         East     Units Scale Factor Converg.
 AB2791;SPC TXNC     - 2,218,652.059   815,349.932   MT  0.99992118   +1 15 57.1
 AB2791;SPC TXNC     - 7,279,027.63  2,675,027.24   sFT  0.99992118   +1 15 57.1
 AB2791;UTM  14      - 3,723,256.249   761,719.644   MT  1.00044454   +1 33 45.8
 AB2791
 AB2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2791!SPC TXNC     -   0.99997468  x   0.99992118  =   0.99989586
 AB2791!UTM  14      -   0.99997468  x   1.00044454  =   1.00041921
 AB2791
 AB2791:                Primary Azimuth Mark                     Grid Az
 AB2791:SPC TXNC     -  BONPORT                                  179 38 08.8
 AB2791:UTM  14      -  BONPORT                                  179 20 20.1
 AB2791
 AB2791|---------------------------------------------------------------------|
 AB2791| PID    Reference Object                     Distance      Geod. Az  |
 AB2791|                                                           dddmmss.s |
 AB2791| DN1421 BONPORT                             475.475 METERS 1805405.9 |
 AB2791|---------------------------------------------------------------------|
 AB2791
 AB2791                          SUPERSEDED SURVEY CONTROL
 AB2791
 AB2791  ELLIP H (02/20/96)  161.34   (m)                       GP(       ) 1 1
 AB2791
 AB2791.Superseded values are not recommended for survey control.
 AB2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2791.See file dsdata.txt to determine how the superseded data were derived.
 AB2791
 AB2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6172023256(NAD 83)
 AB2791_MARKER: I = METAL ROD
 AB2791_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2791_STAMPING: F00 A 1994
 AB2791_MARK LOGO: NGS   
 AB2791_PROJECTION: FLUSH
 AB2791_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2791+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 AB2791_ROD/PIPE-DEPTH: 5.79 meters
 AB2791_SLEEVE-DEPTH  : 0.90 meters
 AB2791
 AB2791  HISTORY     - Date     Condition        Report By
 AB2791  HISTORY     - 1994     MONUMENTED       NGS
 AB2791  HISTORY     - 20020724 GOOD             INDIV
 AB2791
 AB2791                          STATION DESCRIPTION
 AB2791
 AB2791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2791'THE STATION IS LOCATED NEAR THE NORTH EDGE OF BONHAM AT THE BONHAM
 AB2791'JONES AIRFIELD, NEAR THE NORTHWEST CORNER OF THE AIRFIELD AND ALONG
 AB2791'THE PERIMETER FENCE.  OWNERSHIP--CITY OF BONHAM, P.O.  BOX 578,
 AB2791'BONHAM, TX 75418.  AIRPORT MANAGER IS H.R.  VAN ZANDT.  PHONE
 AB2791'903-583-8623.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 82 AND
 AB2791'STATE HIGHWAY 78 IN BONHAM, GO NORTH ON HIGHWAY 78 FOR 0.8 KM (0.50
 AB2791'MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, WEST, FOR 0.2 KM
 AB2791'(0.10 MI) TO THE ADMINISTRATION BUILDING ON THE RIGHT. CONTINUE AHEAD,
 AB2791'WEST, ACROSS THE APRON AND TAXI FOR 0.2 KM (0.10 MI) TO THE RUNWAY.
 AB2791'TURN RIGHT, NORTH, ALONG RUNWAY FOR 0.35 KM (0.20 MI) TO THE NORTH END
 AB2791'OF THE RUNWAY.  CONTINUE AHEAD, NORTH, ON GRASS CROSSING GRASS RUNWAY
 AB2791'6-27 FOR 0.16 KM (0.10 MI) TO THE PERIMETER FENCE AND THE STATION.
 AB2791'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 AB2791'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AB2791'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AB2791'IS ABOUT 61 M (200.1 FT) NORTH OF THE CENTER OF THE GRASS RUNWAY, 20.2
 AB2791'M (66.3 FT) EAST OF THE EXTENDED CENTER OF RUNWAY 17-35, 17.6 M (57.7
 AB2791'FT) SOUTH OF THE CENTER OF FAEM EOAD 898, AND 2.1 M (6.9 FT) SOUTH OF
 AB2791'A FIBERGLASS WITNESS POST IN THE OLD PERIMETER FENCE.  DESCRIBED BY
 AB2791'D.G.  AUG
 AB2791
 AB2791                          STATION RECOVERY (2002)
 AB2791
 AB2791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 AB2791'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2792 ***********************************************************************
 AB2792  PACS        -  This is a Primary Airport Control Station.
 AB2792  DESIGNATION -  F05 A
 AB2792  PID         -  AB2792
 AB2792  STATE/COUNTY-  TX/WILBARGER
 AB2792  USGS QUAD   -  VERNON (1983)
 AB2792
 AB2792                         *CURRENT SURVEY CONTROL
 AB2792  ___________________________________________________________________
 AB2792* NAD 83(1993)-  34 13 18.38424(N)    099 17 06.94216(W)     ADJUSTED  
 AB2792* NAVD 88     -       383.97   (meters)    1259.7    (feet)  GPS OBS   
 AB2792  ___________________________________________________________________
 AB2792  X           -    -851,888.570 (meters)                     COMP
 AB2792  Y           -  -5,210,577.445 (meters)                     COMP
 AB2792  Z           -   3,567,014.280 (meters)                     COMP
 AB2792  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 AB2792  ELLIP HEIGHT-         355.62  (meters)          (10/24/00) GPS OBS
 AB2792  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AB2792
 AB2792  HORZ ORDER  -  B
 AB2792  ELLP ORDER  -  FOURTH    CLASS II
 AB2792
 AB2792.This mark is at Wilbarger Co (F05) Airport (F05)
 AB2792
 AB2792.The horizontal coordinates were established by GPS observations
 AB2792.and adjusted by the National Geodetic Survey in February 1996..
 AB2792
 AB2792.The orthometric height was determined by GPS observations and a
 AB2792.high-resolution geoid model.
 AB2792
 AB2792.GPS derived orthometric heights for airport stations designated as
 AB2792.PACS or SACS are published to 2 decimal places.  This maintains
 AB2792.centimeter relative accuracy between the PACS and SACS.  It does
 AB2792.not indicate centimeter accuracy relative to other marks which are
 AB2792.part of the NAVD 88 network.
 AB2792
 AB2792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2792
 AB2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2792
 AB2792.The ellipsoidal height was determined by GPS observations
 AB2792.and is referenced to NAD 83.
 AB2792
 AB2792.The geoid height was determined by GEOID03.
 AB2792
 AB2792;                    North         East     Units Scale Factor Converg.
 AB2792;SPC TXNC     - 2,283,628.579   527,637.642   MT  1.00008115   -0 25 41.8
 AB2792;SPC TXNC     - 7,492,204.76  1,731,091.16   sFT  1.00008115   -0 25 41.8
 AB2792;UTM  14      - 3,786,783.002   473,725.317   MT  0.99960851   -0 09 37.6
 AB2792
 AB2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2792!SPC TXNC     -   0.99994418  x   1.00008115  =   1.00002532
 AB2792!UTM  14      -   0.99994418  x   0.99960851  =   0.99955271
 AB2792
 AB2792:                Primary Azimuth Mark                     Grid Az
 AB2792:SPC TXNC     -  VERNPORT                                 026 14 15.6
 AB2792:UTM  14      -  VERNPORT                                 025 58 11.4
 AB2792
 AB2792|---------------------------------------------------------------------|
 AB2792| PID    Reference Object                     Distance      Geod. Az  |
 AB2792|                                                           dddmmss.s |
 AB2792| EM1049 VERNPORT                            APPROX. 0.5 KM 0254833.8 |
 AB2792|---------------------------------------------------------------------|
 AB2792
 AB2792                          SUPERSEDED SURVEY CONTROL
 AB2792
 AB2792  ELLIP H (02/20/96)  355.67   (m)                       GP(       ) 1 1
 AB2792
 AB2792.Superseded values are not recommended for survey control.
 AB2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2792.See file dsdata.txt to determine how the superseded data were derived.
 AB2792
 AB2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7372586783(NAD 83)
 AB2792_MARKER: I = METAL ROD
 AB2792_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2792_STAMPING: F05 A 1995
 AB2792_MARK LOGO: NGS   
 AB2792_PROJECTION: FLUSH
 AB2792_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2792+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2792_ROD/PIPE-DEPTH: 2.56 meters
 AB2792_SLEEVE-DEPTH  : 1 meters
 AB2792
 AB2792  HISTORY     - Date     Condition        Report By
 AB2792  HISTORY     - 1995     MONUMENTED       NGS
 AB2792  HISTORY     - 19991118 GOOD             TXDOT
 AB2792
 AB2792                          STATION DESCRIPTION
 AB2792
 AB2792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2792'THE STATION IS LOCATED ABOUT 52.0 MI (83.7 KM) NORTHWEST OF WICHITA
 AB2792'FALLS, 5.0 MI (8.0 KM) SOUTH OF FARGO, 5.0 MI (8.0 KM) NORTH OF VERNON
 AB2792'AND AT THE WILBARGER COUNTY AIRPORT IN THE MEDIAN BETWEEN A TAXIWAY
 AB2792'AND RUNWAY 2/20.  OWNERSHIP---WILBARGER COUNTY, 12557 AIRPORT DRIVE,
 AB2792'VERNON, TX 76384.  AIRPORT MANAGER IS KENNETH MITSCHKE. PHONE, OFFICE
 AB2792'(817) 522-2182, RESIDENCE (817) 553-4161 OR VOICE PAGER 552-9682.  TO
 AB2792'REACH THE STATION FROM THE JUCTION OF US HIGHWAYS 283 AND 287 ON THE
 AB2792'NORTH SIDE OF VERNON, GO NORTH ON US HIGHWAY 283 FOR 4.8 MI (7.7 KM)
 AB2792'TO A ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.25 MI (0.40 KM) TO THE
 AB2792'PARKING RAMP ON THE RIGHT AT THE NORTHEAST SIDE OF THE TERMINAL
 AB2792'BUILDING.  GO NORTHWEST ON THE RAMP FOR 0.05 MI (0.08 KM) TO A
 AB2792'TAXIWAY.  TURN LEFT AND GO SOUTHWEST ON THE TAXIWAY FOR 0.25 MI (0.40
 AB2792'KM) TO THE INTERSECTION OF RUNWAY 16/34.  CONTINUE AHEAD (CROSSING
 AB2792'RUNWAY) AND GO SOUTHWEST ON TAXIWAY FOR 0.15 MI (0.24 KM) TO THE
 AB2792'STATION ON THE RIGHT (JUST PAST A CONNECTOR TAXIWAY) .  THE STATION IS
 AB2792'200.5 FT (61.1 M) SOUTHEAST OF A ARROW INDICATOR SIGN, 78.5 FT (23.9
 AB2792'M) NORTHWEST FROM THE CENTERLINE OF THE PARALLEL TAXIWAY, 69.0 FT
 AB2792'(21.0 M) SOUTHWEST FROM THE CENTERLINE OF THE CONNECTOR TAXIWAY, 21.2
 AB2792'FT (6.5 M) WEST FROM THE WEST CORNER OF A METAL STORM SEWER DRAIN
 AB2792'GRATE AND 4.0 FT (1.2 M) NORTHEAST OF A WITNESS POST.
 AB2792
 AB2792                          STATION RECOVERY (1999)
 AB2792
 AB2792'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 AB2792'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2793 ***********************************************************************
 AB2793  PACS        -  This is a Primary Airport Control Station.
 AB2793  DESIGNATION -  F14 A
 AB2793  PID         -  AB2793
 AB2793  STATE/COUNTY-  TX/WICHITA
 AB2793  USGS QUAD   -  WICHITA FALLS WEST (1972)
 AB2793
 AB2793                         *CURRENT SURVEY CONTROL
 AB2793  ___________________________________________________________________
 AB2793* NAD 83(1993)-  33 56 34.56522(N)    098 36 52.04917(W)     ADJUSTED  
 AB2793* NAVD 88     -       299.24   (meters)     981.8    (feet)  GPS OBS   
 AB2793  ___________________________________________________________________
 AB2793  X           -    -793,413.403 (meters)                     COMP
 AB2793  Y           -  -5,237,262.906 (meters)                     COMP
 AB2793  Z           -   3,541,348.845 (meters)                     COMP
 AB2793  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 AB2793  ELLIP HEIGHT-         271.63  (meters)          (10/24/00) GPS OBS
 AB2793  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AB2793
 AB2793  HORZ ORDER  -  B
 AB2793  ELLP ORDER  -  FOURTH    CLASS II
 AB2793
 AB2793.This mark is at Wichita Valley (F14) Airport (F14)
 AB2793
 AB2793.The horizontal coordinates were established by GPS observations
 AB2793.and adjusted by the National Geodetic Survey in February 1996..
 AB2793
 AB2793.The orthometric height was determined by GPS observations and a
 AB2793.high-resolution geoid model.
 AB2793
 AB2793.GPS derived orthometric heights for airport stations designated as
 AB2793.PACS or SACS are published to 2 decimal places.  This maintains
 AB2793.centimeter relative accuracy between the PACS and SACS.  It does
 AB2793.not indicate centimeter accuracy relative to other marks which are
 AB2793.part of the NAVD 88 network.
 AB2793
 AB2793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2793
 AB2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2793
 AB2793.The ellipsoidal height was determined by GPS observations
 AB2793.and is referenced to NAD 83.
 AB2793
 AB2793.The geoid height was determined by GEOID03.
 AB2793
 AB2793;                    North         East     Units Scale Factor Converg.
 AB2793;SPC TXNC     - 2,252,432.940   589,418.818   MT  0.99999347   -0 03 44.7
 AB2793;SPC TXNC     - 7,389,857.07  1,933,784.91   sFT  0.99999347   -0 03 44.7
 AB2793;UTM  14      - 3,755,895.661   535,627.851   MT  0.99961565   +0 12 55.0
 AB2793
 AB2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2793!SPC TXNC     -   0.99995736  x   0.99999347  =   0.99995083
 AB2793!UTM  14      -   0.99995736  x   0.99961565  =   0.99957303
 AB2793
 AB2793:                Primary Azimuth Mark                     Grid Az
 AB2793:SPC TXNC     -  VALPORT AZ MK                            341 07 46.2
 AB2793:UTM  14      -  VALPORT AZ MK                            340 51 06.5
 AB2793
 AB2793|---------------------------------------------------------------------|
 AB2793| PID    Reference Object                     Distance      Geod. Az  |
 AB2793|                                                           dddmmss.s |
 AB2793| DO0958 VALPORT AZ MK                       467.424 METERS 3410401.5 |
 AB2793|---------------------------------------------------------------------|
 AB2793
 AB2793                          SUPERSEDED SURVEY CONTROL
 AB2793
 AB2793  ELLIP H (02/20/96)  271.68   (m)                       GP(       ) 1 1
 AB2793
 AB2793.Superseded values are not recommended for survey control.
 AB2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2793.See file dsdata.txt to determine how the superseded data were derived.
 AB2793
 AB2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3562855896(NAD 83)
 AB2793_MARKER: I = METAL ROD
 AB2793_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2793_STAMPING: F14 A 1995
 AB2793_MARK LOGO: NGS   
 AB2793_PROJECTION: FLUSH
 AB2793_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2793+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2793_ROD/PIPE-DEPTH: 9.14 meters
 AB2793_SLEEVE-DEPTH  : 1 meters
 AB2793
 AB2793  HISTORY     - Date     Condition        Report By
 AB2793  HISTORY     - 1995     MONUMENTED       NGS
 AB2793  HISTORY     - 19990101 GOOD             TXDOT
 AB2793  HISTORY     - 20010313 POOR             TXDOT
 AB2793
 AB2793                          STATION DESCRIPTION
 AB2793
 AB2793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2793'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHWEST OF WICHATA
 AB2793'FALLS, 3.1 MI (5.0 KM) EAST OF IOWA PARK AND NEAR THE WICHITA VALLEY
 AB2793'AIRPORT.  OWNERSHIP--WESLEY DAVIS, ROUTE 2, IOWA PARK, TX 76367.
 AB2793'AIRPORT MANAGER IS F.W.  COOK.  PHONE (817) 592-2123.  TO REACH THE
 AB2793'STATION FROM THE JUCTION OF US HIGHWAY 287 AND FARM ROAD 369, ABOUT
 AB2793'4.0 MI (6.4 KM) EAST OF IOWA PARK, GO WEST ON US HIGHWAY 287 FOR 1.0
 AB2793'MI (1.6 KM) TO RIFLE RANGE ROAD.  TURN LEFT AND GO SOUTH ON RIFLE
 AB2793'RANGE ROAD FOR 0.55 MI (0.89 KM) TO THE AIRPORT ENTRANCE ROAD ON THE
 AB2793'LEFT.  CONTINUE AHEAD AND GO SOUTH ON RIFLE RANGE ROAD FOR 0.35 MI
 AB2793'(0.56 KM) TO A INTERSECTION.  TURN LEFT AND GO EASE SOUTHEAST ON STATE
 AB2793'HIGHWAY 370 FOR 0.4 MI (0.6 KM) TO A GRAVEL ENTRANCE ROAD TO 2 OLD
 AB2793'HANGERS ON THE LEFT.  TURN LEFT AND GO NORTH FOR 100 FT (30.5 M) AND
 AB2793'THE STATION ON THE LEFT.  THE STATION IS 45.0 FT (13.7 M) N OF THE
 AB2793'CENTERLINE OF STATE ROAD 370 WESTBOUND, 32.5 FT (9.9 M) NORTHWEST OF
 AB2793'THE NORTHWEST END OF A 50 CM IN DIAMETER METAL PIPE CULVERT, 30.5 FT
 AB2793'(9.3 M) WEST OF THE APPROXIMATE CENTER OF GRAVEL ENTRANCE ROAD, 5.0 FT
 AB2793'(1.5 M) WEST OF A SHALLOW DRAINAGE DITCH AND 1.5 FT (0.5 M) SOUTH OF A
 AB2793'WITNESS POST.
 AB2793
 AB2793                          STATION RECOVERY (1999)
 AB2793
 AB2793'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AB2793'AIRPORT OWNER AND MANAGER NAMES ARE NO LONGER CORRECT (IN 1995
 AB2793'DESCRIPTION) -OWNER OF TWO OLD HANGARS IS WADE MATHEWS.
 AB2793
 AB2793                          STATION RECOVERY (2001)
 AB2793
 AB2793'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (RLR)
 AB2793'THE MARK APPEARED TO HAVE BEEN HIT WITH A HAMMER.  THE MARK IS LOOSE,
 AB2793'BUT WE DID USE IT IN A STATIC SURVEY AND ACQUIRED A GOOD CLOSURE
 AB2793'(HORIZONTAL ONLY)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7242 ***********************************************************************
 AB7242  SACS        -  This is a Secondary Airport Control Station.
 AB7242  DESIGNATION -  F18 A
 AB7242  PID         -  AB7242
 AB7242  STATE/COUNTY-  TX/JOHNSON
 AB7242  USGS QUAD   -  CLEBURNE WEST (1978)
 AB7242
 AB7242                         *CURRENT SURVEY CONTROL
 AB7242  ___________________________________________________________________
 AB7242* NAD 83(1993)-  32 20 57.52475(N)    097 25 48.73379(W)     ADJUSTED  
 AB7242* NAVD 88     -       255.80   (meters)     839.2    (feet)  GPS OBS   
 AB7242  ___________________________________________________________________
 AB7242  X           -    -697,494.580 (meters)                     COMP
 AB7242  Y           -  -5,348,334.850 (meters)                     COMP
 AB7242  Z           -   3,393,340.059 (meters)                     COMP
 AB7242  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AB7242  ELLIP HEIGHT-         228.15  (meters)          (07/05/01) GPS OBS
 AB7242  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AB7242
 AB7242  HORZ ORDER  -  FIRST
 AB7242  ELLP ORDER  -  FOURTH    CLASS II
 AB7242
 AB7242.This mark is at Cleburne Muni (F18) Airport (F18)
 AB7242
 AB7242.The horizontal coordinates were established by GPS observations
 AB7242.and adjusted by the National Geodetic Survey in October 1996..
 AB7242
 AB7242.The orthometric height was determined by GPS observations and a
 AB7242.high-resolution geoid model.
 AB7242
 AB7242.GPS derived orthometric heights for airport stations designated as
 AB7242.PACS or SACS are published to 2 decimal places.  This maintains
 AB7242.centimeter relative accuracy between the PACS and SACS.  It does
 AB7242.not indicate centimeter accuracy relative to other marks which are
 AB7242.part of the NAVD 88 network.
 AB7242
 AB7242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7242
 AB7242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7242
 AB7242.The ellipsoidal height was determined by GPS observations
 AB7242.and is referenced to NAD 83.
 AB7242
 AB7242.The geoid height was determined by GEOID03.
 AB7242
 AB7242;                    North         East     Units Scale Factor Converg.
 AB7242;SPC TXNC     - 2,076,212.472   700,696.215   MT  0.99994719   +0 35 00.5
 AB7242;SPC TXNC     - 6,811,707.09  2,298,867.50   sFT  0.99994719   +0 35 00.5
 AB7242;UTM  14      - 3,580,238.367   647,718.696   MT  0.99986909   +0 50 24.4
 AB7242
 AB7242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7242!SPC TXNC     -   0.99996418  x   0.99994719  =   0.99991137
 AB7242!UTM  14      -   0.99996418  x   0.99986909  =   0.99983327
 AB7242
 AB7242                          SUPERSEDED SURVEY CONTROL
 AB7242
 AB7242  ELLIP H (10/08/96)  228.20   (m)                       GP(       ) 4 2
 AB7242
 AB7242.Superseded values are not recommended for survey control.
 AB7242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7242.See file dsdata.txt to determine how the superseded data were derived.
 AB7242
 AB7242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4771980238(NAD 83)
 AB7242_MARKER: DH = HORIZONTAL CONTROL DISK
 AB7242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7242_SP_SET: CULVERT HEADWALL ON ROCK OUTCROP
 AB7242_STAMPING: F18 A 1995
 AB7242_MARK LOGO: NGS   
 AB7242_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7242+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7242
 AB7242  HISTORY     - Date     Condition        Report By
 AB7242  HISTORY     - 1995     MONUMENTED       NGS
 AB7242
 AB7242                          STATION DESCRIPTION
 AB7242
 AB7242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7242'THE STATION IS LOCATED ABOUT 21.0 MI (33.8 KM) SOUTH OF FORT WORTH,
 AB7242'14.0 MI (22.5 KM) NORTHWEST OF GRANDVIEW, 1.85 MI (2.98 KM) WEST OF
 AB7242'CLEBURNE AND AT THE CLEBURNE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 AB7242'CLEBURNE, ROUTE 3, BOX 228, CLEBURNE, TX 76031.  AIRPORT MANAGER IS
 AB7242'SAM BALL, PHONE (817) 645-3659.  TO REACH THE STATION FROM THE
 AB7242'JUNCTION OF US HIGHWAY 67 AND STATE HIGHWAY 171 AT THE COURTHOUSE IN
 AB7242'CLEBURNE, GO NORTH ON STATE HIGHWAY 171 FOR 1.7 MI (2.7 KM) TO STATE
 AB7242'HIGHWAY 4 ON THE LEFT, TURN LEFT AND GO WEST ON STATE HIGHWAY 4 FOR
 AB7242'2.3 MI (3.7 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO SOUTH THEN
 AB7242'SOUTHWEST ON THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO A
 AB7242'T-JUNCTION, BEAR RIGHT AND GO SOUTHWEST FOR 0.05 MI (0.08 KM) TO A
 AB7242'RAMP, CONTINUE AHEAD AND GO SOUTHWEST ON THE RAMP FOR 0.1 MI (0.2 KM)
 AB7242'TO A TAXIWAY, TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY THEN RAMP FOR
 AB7242'0.35 MI (0.56 KM) TO THE TERMINAL ON THE LEFT AND A RAMP TO RUNWAY
 AB7242'CONNECTOR ON THE RIGHT, CONTINUE AHEAD AND GO SOUTHEAST ON THE RAMP
 AB7242'FOR 0.05 MI (0.08 KM) TO A RAMP TO TAXIWAY CONNECTOR ON THE RIGHT,
 AB7242'TURN RIGHT AND GO SOUTHWEST ON THE CONNECTOR FOR ABOUT 200 FT (61.0 M)
 AB7242'TO A TAXIWAY, TURN LEFT AND GO SOUTHEAST ON THE PARALLEL TAXIWAY FOR
 AB7242'0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.  THE STATION IS SET INTO
 AB7242'THE TOP OF THE NORTHWEST END OF A POURED IN PLACE CONCRETE CULVERT
 AB7242'HEADWALL, 48.3 FT (14.7 M) NORTHEAST OF THE TAXIWAY CENTER AND 4.0 FT
 AB7242'(1.2 M) NORTHWEST OF A SHORT WITNESS POST.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2843 ***********************************************************************
 AB2843  PACS        -  This is a Primary Airport Control Station.
 AB2843  DESIGNATION -  F35 A
 AB2843  PID         -  AB2843
 AB2843  STATE/COUNTY-  TX/PALO PINTO
 AB2843  USGS QUAD   -  COSTELLO ISLAND (1984)
 AB2843
 AB2843                         *CURRENT SURVEY CONTROL
 AB2843  ___________________________________________________________________
 AB2843* NAD 83(1993)-  32 55 21.62512(N)    098 26 12.31508(W)     ADJUSTED  
 AB2843* NAVD 88     -       307.06   (meters)    1007.4    (feet)  GPS OBS   
 AB2843  ___________________________________________________________________
 AB2843  X           -    -786,314.458 (meters)                     COMP
 AB2843  Y           -  -5,301,376.941 (meters)                     COMP
 AB2843  Z           -   3,446,914.225 (meters)                     COMP
 AB2843  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AB2843  ELLIP HEIGHT-         277.81  (meters)          (10/24/00) GPS OBS
 AB2843  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AB2843
 AB2843  HORZ ORDER  -  B
 AB2843  ELLP ORDER  -  FOURTH    CLASS II
 AB2843
 AB2843.This mark is at Possum Kingdom (F35) Airport (F35)
 AB2843
 AB2843.The horizontal coordinates were established by GPS observations
 AB2843.and adjusted by the National Geodetic Survey in February 1996..
 AB2843
 AB2843.The orthometric height was determined by GPS observations and a
 AB2843.high-resolution geoid model.
 AB2843
 AB2843.GPS derived orthometric heights for airport stations designated as
 AB2843.PACS or SACS are published to 2 decimal places.  This maintains
 AB2843.centimeter relative accuracy between the PACS and SACS.  It does
 AB2843.not indicate centimeter accuracy relative to other marks which are
 AB2843.part of the NAVD 88 network.
 AB2843
 AB2843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2843
 AB2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2843
 AB2843.The ellipsoidal height was determined by GPS observations
 AB2843.and is referenced to NAD 83.
 AB2843
 AB2843.The geoid height was determined by GEOID03.
 AB2843
 AB2843;                    North         East     Units Scale Factor Converg.
 AB2843;SPC TXNC     - 2,139,279.977   605,914.936   MT  0.99987514   +0 02 04.2
 AB2843;SPC TXNC     - 7,018,621.06  1,987,905.92   sFT  0.99987514   +0 02 04.2
 AB2843;UTM  14      - 3,642,855.278   552,662.276   MT  0.99963419   +0 18 22.1
 AB2843
 AB2843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2843!SPC TXNC     -   0.99995639  x   0.99987514  =   0.99983153
 AB2843!UTM  14      -   0.99995639  x   0.99963419  =   0.99959059
 AB2843
 AB2843:                Primary Azimuth Mark                     Grid Az
 AB2843:SPC TXNC     -  F35 C                                    029 48 47.9
 AB2843:UTM  14      -  F35 C                                    029 32 30.0
 AB2843
 AB2843|---------------------------------------------------------------------|
 AB2843| PID    Reference Object                     Distance      Geod. Az  |
 AB2843|                                                           dddmmss.s |
 AB2843| AB7305 F35 C                               498.661 METERS 0295052.1 |
 AB2843| AB7304 F35 B                               486.745 METERS 2221153.5 |
 AB2843|---------------------------------------------------------------------|
 AB2843
 AB2843                          SUPERSEDED SURVEY CONTROL
 AB2843
 AB2843  ELLIP H (02/20/96)  277.85   (m)                       GP(       ) 1 1
 AB2843
 AB2843.Superseded values are not recommended for survey control.
 AB2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2843.See file dsdata.txt to determine how the superseded data were derived.
 AB2843
 AB2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5266242855(NAD 83)
 AB2843_MARKER: I = METAL ROD
 AB2843_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2843_STAMPING: F35 A 1995
 AB2843_MARK LOGO: NGS   
 AB2843_PROJECTION: FLUSH
 AB2843_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2843+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2843_ROD/PIPE-DEPTH: 7.86 meters
 AB2843_SLEEVE-DEPTH  : 1 meters
 AB2843
 AB2843  HISTORY     - Date     Condition        Report By
 AB2843  HISTORY     - 1995     MONUMENTED       NGS
 AB2843  HISTORY     - 20050416 GOOD             USPSQD
 AB2843
 AB2843                          STATION DESCRIPTION
 AB2843
 AB2843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2843'THE STATION IS LOCATED ABOUT 33.0 MI (53.1 KM) WEST NORTWEST OF
 AB2843'MINERAL WELLS, 17.0 MI (27.4 KM) SOUTHEAST OF GRAHAM, 17.0 MI (27.4
 AB2843'KM) EAST OF IVAN AND AT THE POSSUM KINGDOM AIRPORT. OWNERSHIP--BRAZOS
 AB2843'RIVER AUTHORITY, 4400 COBBS DRIVE, WACO, TX. 76710.  PHONE (817)
 AB2843'776-1441.  AIRPORT MANAGER IS WELDON NEWMAN, STAR ROUTE, BOX 23,
 AB2843'GRAFORD, TX.  76045.  PHONE (817) 779-3221.  TO REACH THE STATION FROM
 AB2843'THE JUNCTION OF US HIGHWAY 180 AND STATE HIGHWAY 16 NORTH (ABOUT 11.0
 AB2843'MI (17.7 KM) EAST OF BRECKINRIDGE) , GO NORTHEAST ON STATE HIGHWAY 16
 AB2843'FOR 12.7 MI (20.4 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WESTERLY
 AB2843'ON PARK ROAD 36 FOR 2.0 MI (3.2 KM) TO A INTERSECTION, TURN RIGHT AND
 AB2843'GO NORTHERLY ON COUNTY ROAD 2353 FOR 0.5 MI (0.8 KM) TO A FORK, BEAR
 AB2843'LEFT ONTO AIRPORT ROAD AND GO NORTHERLY FOR 0.35 MI (0.56 KM) TO A
 AB2843'JUNCTION, TURN RIGHT AND GO NORTHEASTERLY ON WILLOW ROAD FOR 0.75 MI
 AB2843'(1.21 KM) TO A ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST ON THE AIRPORT
 AB2843'ENTRANCE ROAD, THEN TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY AND THE
 AB2843'STATION AHEAD TO THE EAST SOUTHEAST AND ACROSS THE RUNWAY.  THE
 AB2843'STATION IS 152.0 FT (46.3 M) SOUTHEAST FROM THE RUNWAY CENTER, 87.0 FT
 AB2843'(26.5 M) SOUTHWEST OF A WINDSOCK POLE AND 2.8 FT (0.9 M) NORTHWEST OF
 AB2843'A WITNESS POST.  DRL.
 AB2843
 AB2843                          STATION RECOVERY (2005)
 AB2843
 AB2843'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 AB2843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7304 ***********************************************************************
 AB7304  SACS        -  This is a Secondary Airport Control Station.
 AB7304  DESIGNATION -  F35 B
 AB7304  PID         -  AB7304
 AB7304  STATE/COUNTY-  TX/PALO PINTO
 AB7304  USGS QUAD   -  COSTELLO ISLAND (1984)
 AB7304
 AB7304                         *CURRENT SURVEY CONTROL
 AB7304  ___________________________________________________________________
 AB7304* NAD 83(1993)-  32 55 09.91981(N)    098 26 24.89822(W)     ADJUSTED  
 AB7304* NAVD 88     -       306.67   (meters)    1006.1    (feet)  GPS OBS   
 AB7304  ___________________________________________________________________
 AB7304  X           -    -786,666.584 (meters)                     COMP
 AB7304  Y           -  -5,301,522.495 (meters)                     COMP
 AB7304  Z           -   3,446,611.301 (meters)                     COMP
 AB7304  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AB7304  ELLIP HEIGHT-         277.41  (meters)          (06/19/01) GPS OBS
 AB7304  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 AB7304
 AB7304  HORZ ORDER  -  FIRST
 AB7304  ELLP ORDER  -  FIFTH     CLASS II
 AB7304
 AB7304.This mark is at Possum Kingdom (F35) Airport (F35)
 AB7304
 AB7304.The horizontal coordinates were established by GPS observations
 AB7304.and adjusted by the National Geodetic Survey in October 1996..
 AB7304
 AB7304.The orthometric height was determined by GPS observations and a
 AB7304.high-resolution geoid model.
 AB7304
 AB7304.GPS derived orthometric heights for airport stations designated as
 AB7304.PACS or SACS are published to 2 decimal places.  This maintains
 AB7304.centimeter relative accuracy between the PACS and SACS.  It does
 AB7304.not indicate centimeter accuracy relative to other marks which are
 AB7304.part of the NAVD 88 network.
 AB7304
 AB7304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7304
 AB7304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7304
 AB7304.The ellipsoidal height was determined by GPS observations
 AB7304.and is referenced to NAD 83.
 AB7304
 AB7304.The geoid height was determined by GEOID03.
 AB7304
 AB7304;                    North         East     Units Scale Factor Converg.
 AB7304;SPC TXNC     - 2,138,919.232   605,588.249   MT  0.99987527   +0 01 57.3
 AB7304;SPC TXNC     - 7,017,437.51  1,986,834.11   sFT  0.99987527   +0 01 57.3
 AB7304;UTM  14      - 3,642,493.076   552,337.381   MT  0.99963377   +0 18 15.2
 AB7304
 AB7304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7304!SPC TXNC     -   0.99995645  x   0.99987527  =   0.99983172
 AB7304!UTM  14      -   0.99995645  x   0.99963377  =   0.99959023
 AB7304
 AB7304:                Primary Azimuth Mark                     Grid Az
 AB7304:SPC TXNC     -  F35 A                                    042 09 49.4
 AB7304:UTM  14      -  F35 A                                    041 53 31.5
 AB7304
 AB7304|---------------------------------------------------------------------|
 AB7304| PID    Reference Object                     Distance      Geod. Az  |
 AB7304|                                                           dddmmss.s |
 AB7304| AB2843 F35 A                               486.745 METERS 0421146.7 |
 AB7304|---------------------------------------------------------------------|
 AB7304
 AB7304                          SUPERSEDED SURVEY CONTROL
 AB7304
 AB7304  ELLIP H (10/11/96)  277.45   (m)                       GP(       ) 5 2
 AB7304
 AB7304.Superseded values are not recommended for survey control.
 AB7304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7304.See file dsdata.txt to determine how the superseded data were derived.
 AB7304
 AB7304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5233742493(NAD 83)
 AB7304_MARKER: I = METAL ROD
 AB7304_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7304_STAMPING: F35 B 1995
 AB7304_MARK LOGO: NGS   
 AB7304_PROJECTION: FLUSH
 AB7304_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7304+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7304_ROD/PIPE-DEPTH: 7.74 meters
 AB7304_SLEEVE-DEPTH  : 1 meters
 AB7304
 AB7304  HISTORY     - Date     Condition        Report By
 AB7304  HISTORY     - 1995     MONUMENTED       NGS
 AB7304  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 AB7304
 AB7304                          STATION DESCRIPTION
 AB7304
 AB7304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7304'THE STATION IS LOCATED ABOUT 33.0 MI (53.1 KM) WEST NORTWEST OF
 AB7304'MINERAL WELLS, 17.0 MI (27.4 KM) SOUTHEAST OF GRAHAM, 17.0 MI (27.4
 AB7304'KM) EAST OF IVAN AND AT THE POSSUM KINGDOM AIRPORT. OWNERSHIP--BRAZOS
 AB7304'RIVER AUTHORITY, 4400 COBBS DRIVE, WACO, TX. 76710.  PHONE (817)
 AB7304'776-1441.  AIRPORT MANAGER IS WELDON NEWMAN, STAR ROUTE, BOX 23,
 AB7304'GRAFORD, TX.  76045.  PHONE (817) 779-3221.  TO REACH THE STATION FROM
 AB7304'THE JUNCTION OF US HIGHWAY 180 AND STATE HIGHWAY 16 NORTH (ABOUT 11.0
 AB7304'MI (17.7 KM) EAST OF BRECKINRIDGE) , GO NORTHEAST ON STATE HIGHWAY 16
 AB7304'FOR 12.7 MI (20.4 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WESTERLY
 AB7304'ON PARK ROAD 36 FOR 2.0 MI (3.2 KM) TO A INTERSECTION, TURN RIGHT AND
 AB7304'GO NORTHERLY ON COUNTY ROAD 2353 FOR 0.5 MI (0.8 KM) TO A FORK, BEAR
 AB7304'LEFT ONTO AIRPORT ROAD AND GO NORTHERLY FOR 0.35 MI (0.56 KM) TO A
 AB7304'JUNCTION, TURN RIGHT AND GO NORTHEASTERLY ON WILLOW ROAD FOR 0.75 MI
 AB7304'(1.21 KM) TO A ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST ON THE AIRPORT
 AB7304'ENTRANCE ROAD, THEN TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN
 AB7304'RIGHT AND GO SOUTHWEST ON THE RUNWAY FOR 0.3 MI (0.5 KM) TO THE END OF
 AB7304'PAVEMENT AND THE STATION ON THE RIGHT AND IN LINE WITH THE
 AB7304'PROLONGATION OF THE PAVEMENT END.  THE STATION IS 172.4 FT (52.5 M)
 AB7304'NORTHWEST OF THE RUNWAY CENTER, 172.0 FT (52.4 M) EAST OF A WITNESS
 AB7304'POST IN A FENCELINE, 102.5 FT (31.2 M) WEST SOUTHWEST OF THE NORTH
 AB7304'CORNER OF THE TURNAROUND PAVEMENT AND 2.7 FT (0.8 M) SOUTHEAST OF A
 AB7304'SHORT WITNESS POST.  DRL.
 AB7304
 AB7304                          STATION RECOVERY (2005)
 AB7304
 AB7304'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 AB7304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7305 ***********************************************************************
 AB7305  SACS        -  This is a Secondary Airport Control Station.
 AB7305  DESIGNATION -  F35 C
 AB7305  PID         -  AB7305
 AB7305  STATE/COUNTY-  TX/PALO PINTO
 AB7305  USGS QUAD   -  COSTELLO ISLAND (1984)
 AB7305
 AB7305                         *CURRENT SURVEY CONTROL
 AB7305  ___________________________________________________________________
 AB7305* NAD 83(1993)-  32 55 35.66474(N)    098 26 02.76252(W)     ADJUSTED  
 AB7305* NAVD 88     -       307.37   (meters)    1008.4    (feet)  GPS OBS   
 AB7305  ___________________________________________________________________
 AB7305  X           -    -786,034.497 (meters)                     COMP
 AB7305  Y           -  -5,301,181.064 (meters)                     COMP
 AB7305  Z           -   3,447,277.458 (meters)                     COMP
 AB7305  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AB7305  ELLIP HEIGHT-         278.13  (meters)          (06/19/01) GPS OBS
 AB7305  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AB7305
 AB7305  HORZ ORDER  -  FIRST
 AB7305  ELLP ORDER  -  FIFTH     CLASS II
 AB7305
 AB7305.This mark is at Possum Kingdom (F35) Airport (F35)
 AB7305
 AB7305.The horizontal coordinates were established by GPS observations
 AB7305.and adjusted by the National Geodetic Survey in October 1996..
 AB7305
 AB7305.The orthometric height was determined by GPS observations and a
 AB7305.high-resolution geoid model.
 AB7305
 AB7305.GPS derived orthometric heights for airport stations designated as
 AB7305.PACS or SACS are published to 2 decimal places.  This maintains
 AB7305.centimeter relative accuracy between the PACS and SACS.  It does
 AB7305.not indicate centimeter accuracy relative to other marks which are
 AB7305.part of the NAVD 88 network.
 AB7305
 AB7305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7305
 AB7305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7305
 AB7305.The ellipsoidal height was determined by GPS observations
 AB7305.and is referenced to NAD 83.
 AB7305
 AB7305.The geoid height was determined by GEOID03.
 AB7305
 AB7305;                    North         East     Units Scale Factor Converg.
 AB7305;SPC TXNC     - 2,139,712.586   606,162.827   MT  0.99987499   +0 02 09.4
 AB7305;SPC TXNC     - 7,020,040.38  1,988,719.21   sFT  0.99987499   +0 02 09.4
 AB7305;UTM  14      - 3,643,288.953   552,908.054   MT  0.99963451   +0 18 27.4
 AB7305
 AB7305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7305!SPC TXNC     -   0.99995633  x   0.99987499  =   0.99983133
 AB7305!UTM  14      -   0.99995633  x   0.99963451  =   0.99959086
 AB7305
 AB7305:                Primary Azimuth Mark                     Grid Az
 AB7305:SPC TXNC     -  F35 A                                    209 48 47.9
 AB7305:UTM  14      -  F35 A                                    209 32 29.9
 AB7305
 AB7305|---------------------------------------------------------------------|
 AB7305| PID    Reference Object                     Distance      Geod. Az  |
 AB7305|                                                           dddmmss.s |
 AB7305| AB2843 F35 A                               498.661 METERS 2095057.3 |
 AB7305|---------------------------------------------------------------------|
 AB7305
 AB7305                          SUPERSEDED SURVEY CONTROL
 AB7305
 AB7305  ELLIP H (10/11/96)  278.17   (m)                       GP(       ) 5 2
 AB7305
 AB7305.Superseded values are not recommended for survey control.
 AB7305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7305.See file dsdata.txt to determine how the superseded data were derived.
 AB7305
 AB7305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5290843289(NAD 83)
 AB7305_MARKER: I = METAL ROD
 AB7305_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7305_STAMPING: F35 C 1995
 AB7305_MARK LOGO: NGS   
 AB7305_PROJECTION: FLUSH
 AB7305_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7305+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7305_ROD/PIPE-DEPTH: 7.25 meters
 AB7305_SLEEVE-DEPTH  : 1 meters
 AB7305
 AB7305  HISTORY     - Date     Condition        Report By
 AB7305  HISTORY     - 1995     MONUMENTED       NGS
 AB7305  HISTORY     - 20050416 GOOD             USPSQD
 AB7305
 AB7305                          STATION DESCRIPTION
 AB7305
 AB7305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7305'THE STATION IS LOCATED ABOUT 33.0 MI (53.1 KM) WEST NORTWEST OF
 AB7305'MINERAL WELLS, 17.0 MI (27.4 KM) SOUTHEAST OF GRAHAM, 17.0 MI (27.4
 AB7305'KM) EAST OF IVAN AND AT THE POSSUM KINGDOM AIRPORT. OWNERSHIP--BRAZOS
 AB7305'RIVER AUTHORITY, 4400 COBBS DRIVE, WACO, TX. 76710.  PHONE (817)
 AB7305'776-1441.  AIRPORT MANAGER IS WELDON NEWMAN, STAR ROUTE, BOX 23,
 AB7305'GRAFORD, TX.  76045.  PHONE (817) 779-3221.  TO REACH THE STATION FROM
 AB7305'THE JUNCTION OF US HIGHWAY 180 AND STATE HIGHWAY 16 NORTH (ABOUT 11.0
 AB7305'MI (17.7 KM) EAST OF BRECKINRIDGE) , GO NORTHEAST ON STATE HIGHWAY 16
 AB7305'FOR 12.7 MI (20.4 KM) TO A PAVED ROAD LEFT, TURN LEFT AND GO WESTERLY
 AB7305'ON PARK ROAD 36 FOR 2.0 MI (3.2 KM) TO A INTERSECTION, TURN RIGHT AND
 AB7305'GO NORTHERLY ON COUNTY ROAD 2353 FOR 0.5 MI (0.8 KM) TO A FORK, BEAR
 AB7305'LEFT ONTO AIRPORT ROAD AND GO NORTHERLY FOR 0.35 MI (0.56 KM) TO A
 AB7305'JUNCTION, TURN RIGHT AND GO NORTHEASTERLY ON WILLOW ROAD FOR 0.75 MI
 AB7305'(1.21 KM) TO A ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST ON THE AIRPORT
 AB7305'ENTRANCE ROAD, THEN TAXIWAY FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN
 AB7305'LEFT AND GO NORTHEAST ON THE RUNWAY FOR 0.3 MI (0.5 KM) TO THE
 AB7305'PAVEMENT END AND THE STATION ON THE RIGHT AND IN LINE WITH THE
 AB7305'PROLONGATION OF THE PAVEMENT END.  THE STATION IS 132.2 FT (40.3 M)
 AB7305'SOUTHEAST OF THE RUNWAY CENTER, 118.0 FT (36.0 M) OF THE NORTHEAST
 AB7305'MOST OF TWO METAL POSTS WITH A ANGLED BRACE AND 2.5 FT (0.8 M)
 AB7305'SOUTHWEST OF A WITNESS POST.  DRL.
 AB7305
 AB7305                          STATION RECOVERY (2005)
 AB7305
 AB7305'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 AB7305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2794 ***********************************************************************
 AB2794  PACS        -  This is a Primary Airport Control Station.
 AB2794  DESIGNATION -  F39 A
 AB2794  PID         -  AB2794
 AB2794  STATE/COUNTY-  TX/GRAYSON
 AB2794  USGS QUAD   -  SHERMAN NW (1974)
 AB2794
 AB2794                         *CURRENT SURVEY CONTROL
 AB2794  ___________________________________________________________________
 AB2794* NAD 83(1993)-  33 42 54.77546(N)    096 40 16.46207(W)     ADJUSTED  
 AB2794* NAVD 88     -       227.82   (meters)     747.4    (feet)  GPS OBS   
 AB2794  ___________________________________________________________________
 AB2794  X           -    -616,993.368 (meters)                     COMP
 AB2794  Y           -  -5,275,064.458 (meters)                     COMP
 AB2794  Z           -   3,520,326.913 (meters)                     COMP
 AB2794  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AB2794  ELLIP HEIGHT-         201.76  (meters)          (10/24/00) GPS OBS
 AB2794  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AB2794
 AB2794  HORZ ORDER  -  B
 AB2794  ELLP ORDER  -  FOURTH    CLASS II
 AB2794
 AB2794.This mark is at Grayson Co (F39) Airport (F39)
 AB2794
 AB2794.The horizontal coordinates were established by GPS observations
 AB2794.and adjusted by the National Geodetic Survey in February 1996..
 AB2794
 AB2794.The orthometric height was determined by GPS observations and a
 AB2794.high-resolution geoid model.
 AB2794
 AB2794.GPS derived orthometric heights for airport stations designated as
 AB2794.PACS or SACS are published to 2 decimal places.  This maintains
 AB2794.centimeter relative accuracy between the PACS and SACS.  It does
 AB2794.not indicate centimeter accuracy relative to other marks which are
 AB2794.part of the NAVD 88 network.
 AB2794
 AB2794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2794
 AB2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2794
 AB2794.The ellipsoidal height was determined by GPS observations
 AB2794.and is referenced to NAD 83.
 AB2794
 AB2794.The geoid height was determined by GEOID03.
 AB2794
 AB2794;                    North         East     Units Scale Factor Converg.
 AB2794;SPC TXNC     - 2,228,644.868   769,492.558   MT  0.99993954   +0 59 50.6
 AB2794;SPC TXNC     - 7,311,812.37  2,524,576.83   sFT  0.99993954   +0 59 50.6
 AB2794;UTM  14      - 3,733,015.361   715,793.981   MT  1.00017411   +1 17 35.2
 AB2794
 AB2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2794!SPC TXNC     -   0.99996833  x   0.99993954  =   0.99990787
 AB2794!UTM  14      -   0.99996833  x   1.00017411  =   1.00014243
 AB2794
 AB2794:                Primary Azimuth Mark                     Grid Az
 AB2794:SPC TXNC     -  F39 B                                    126 55 40.3
 AB2794:UTM  14      -  F39 B                                    126 37 55.7
 AB2794
 AB2794|---------------------------------------------------------------------|
 AB2794| PID    Reference Object                     Distance      Geod. Az  |
 AB2794|                                                           dddmmss.s |
 AB2794| AB6764 F39 B                               484.769 METERS 1275530.9 |
 AB2794|---------------------------------------------------------------------|
 AB2794
 AB2794                          SUPERSEDED SURVEY CONTROL
 AB2794
 AB2794  ELLIP H (02/20/96)  201.82   (m)                       GP(       ) 1 1
 AB2794
 AB2794.Superseded values are not recommended for survey control.
 AB2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2794.See file dsdata.txt to determine how the superseded data were derived.
 AB2794
 AB2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1579433015(NAD 83)
 AB2794_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2794_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB2794_SP_SET: RADAR DOME FOUNDATION
 AB2794_STAMPING: F39 A 1995
 AB2794_MARK LOGO: NGS   
 AB2794_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2794+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 AB2794
 AB2794  HISTORY     - Date     Condition        Report By
 AB2794  HISTORY     - 1995     MONUMENTED       NGS
 AB2794  HISTORY     - 20030506 GOOD             JCLS
 AB2794
 AB2794                          STATION DESCRIPTION
 AB2794
 AB2794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2794'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF DENISON 4 KM
 AB2794'(2.50 MI) NORTHWEST OF SHERMAN, AT THE GRAYSON COUNTY AIRPORT, NEAR
 AB2794'MIDFIELD BETWEEN THE APRON AND RUNWAY 17L-35R, AND ON THE NORTHSIDE OF
 AB2794'THE WINDSOCK.  OWNERSHIP--CITY OF DENISON, 4700 AIRPORT DRIVE,
 AB2794'DENISON, TX 75020.  AIRPORT MANAGER IS DOYLE DOBBINS.  PHONE
 AB2794'903-786-2904.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S.
 AB2794'HIGHWAY 75 AND FARM ROAD 691 ABOUT 3 KM (1.85 MI) NORTHEAST OF
 AB2794'SHERMAN, GO WEST-NORTHWEST ON FARM ROAD 691 FOR 5.97 KM (3.70 MI) TO A
 AB2794'PAVED CROSSROAD (FARM ROAD 1417) .  CONTINUE AHEAD, WEST, ON FARM ROAD
 AB2794'691 FOR 1.36 KM (0.85 MI) TO A CROSSROAD AT A FLAGPOLE AND WATER TOWER
 AB2794'ON THE LEFT.  TURN RIGHT, NORTHWEST, ON KING STREET FOR 0.37 KM (0.20
 AB2794'MI) TO GOSNELL ROAD.  BEAR LEFT, WEST, TO A GATE AT THE APRON.
 AB2794'CONTINUE AHEAD, WEST, PASSING THROUGH THE GATE TO THE APRON.  TURN
 AB2794'RIGHT, NORTHWEST, ACROSS APRON AND TAXI FOR 0.32 KM (0.20 MI) TOWARD
 AB2794'WINDSOCK TO A ROAD ON THE NORTH SIDE OF THE WINDSOCK.  TURN LEFT,
 AB2794'WEST, ON THE ROAD FOR 0.13 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 AB2794'STATION IS SET FLUSH NEAR THE CENTER OF THE CIRCULAR FOUNDATION OF OLD
 AB2794'RADAR DOME (DOME HAS BEEN REMOVED) .  IT IS 15.5 M (50.9 FT) NORTH OF
 AB2794'THE NORTH UTILITY METER, 8.0 M (26.2 FT) WEST OF A PLASTIC WITNESS AT
 AB2794'THE EAST EDGE OF THE FOUNDATION, AND 0.8 M (2.6 FT) SOUTH OF THE
 AB2794'CENTER AXIS POINT OF THE OLD DOME.  DESCRIBED BY D.G.  AUG
 AB2794
 AB2794                          STATION RECOVERY (2003)
 AB2794
 AB2794'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AB2794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6764 ***********************************************************************
 AB6764  SACS        -  This is a Secondary Airport Control Station.
 AB6764  DESIGNATION -  F39 B
 AB6764  PID         -  AB6764
 AB6764  STATE/COUNTY-  TX/GRAYSON
 AB6764  USGS QUAD   -  SHERMAN NW (1974)
 AB6764
 AB6764                         *CURRENT SURVEY CONTROL
 AB6764  ___________________________________________________________________
 AB6764* NAD 83(1993)-  33 42 45.10459(N)    096 40 01.61104(W)     ADJUSTED  
 AB6764* NAVD 88     -       229.85   (meters)     754.1    (feet)  GPS OBS   
 AB6764  ___________________________________________________________________
 AB6764  X           -    -616,632.962 (meters)                     COMP
 AB6764  Y           -  -5,275,274.823 (meters)                     COMP
 AB6764  Z           -   3,520,080.186 (meters)                     COMP
 AB6764  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AB6764  ELLIP HEIGHT-         203.80  (meters)          (06/26/01) GPS OBS
 AB6764  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AB6764
 AB6764  HORZ ORDER  -  FIRST
 AB6764  ELLP ORDER  -  FIFTH     CLASS I
 AB6764
 AB6764.This mark is at Grayson Co (F39) Airport (F39)
 AB6764
 AB6764.The horizontal coordinates were established by GPS observations
 AB6764.and adjusted by the National Geodetic Survey in September 1996..
 AB6764
 AB6764.The orthometric height was determined by GPS observations and a
 AB6764.high-resolution geoid model.
 AB6764
 AB6764.GPS derived orthometric heights for airport stations designated as
 AB6764.PACS or SACS are published to 2 decimal places.  This maintains
 AB6764.centimeter relative accuracy between the PACS and SACS.  It does
 AB6764.not indicate centimeter accuracy relative to other marks which are
 AB6764.part of the NAVD 88 network.
 AB6764
 AB6764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6764
 AB6764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6764
 AB6764.The ellipsoidal height was determined by GPS observations
 AB6764.and is referenced to NAD 83.
 AB6764
 AB6764.The geoid height was determined by GEOID03.
 AB6764
 AB6764;                    North         East     Units Scale Factor Converg.
 AB6764;SPC TXNC     - 2,228,353.632   769,880.056   MT  0.99993900   +0 59 58.7
 AB6764;SPC TXNC     - 7,310,856.87  2,525,848.15   sFT  0.99993900   +0 59 58.7
 AB6764;UTM  14      - 3,732,726.060   716,183.068   MT  1.00017619   +1 17 43.1
 AB6764
 AB6764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6764!SPC TXNC     -   0.99996801  x   0.99993900  =   0.99990701
 AB6764!UTM  14      -   0.99996801  x   1.00017619  =   1.00014419
 AB6764
 AB6764:                Primary Azimuth Mark                     Grid Az
 AB6764:SPC TXNC     -  F39 A                                    306 55 40.4
 AB6764:UTM  14      -  F39 A                                    306 37 56.0
 AB6764
 AB6764|---------------------------------------------------------------------|
 AB6764| PID    Reference Object                     Distance      Geod. Az  |
 AB6764|                                                           dddmmss.s |
 AB6764| AB2794 F39 A                               484.769 METERS 3075539.1 |
 AB6764|---------------------------------------------------------------------|
 AB6764
 AB6764                          SUPERSEDED SURVEY CONTROL
 AB6764
 AB6764  ELLIP H (09/11/96)  203.86   (m)                       GP(       ) 5 1
 AB6764
 AB6764.Superseded values are not recommended for survey control.
 AB6764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6764.See file dsdata.txt to determine how the superseded data were derived.
 AB6764
 AB6764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1618332726(NAD 83)
 AB6764_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB6764_SP_SET: CONCRETE FOUNDATION OF MANHOLE
 AB6764_STAMPING: F39 B 1995
 AB6764_MARK LOGO: NGS   
 AB6764_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6764+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6764
 AB6764  HISTORY     - Date     Condition        Report By
 AB6764  HISTORY     - 1995     MONUMENTED       NGS
 AB6764
 AB6764                          STATION DESCRIPTION
 AB6764
 AB6764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6764'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF DENISON 4 KM
 AB6764'(2.50 MI) NORTHWEST OF SHERMAN, AT THE GRAYSON COUNTY AIRPORT, ALONG
 AB6764'THE EAST SIDE OF THE APRON, AND JUST SOUTHWEST OF THE TERMINAL AND
 AB6764'OFFICE.  OWNERSHIP--CITY OF DENISON, 4700 AIRPORT DRIVE, DENISON, TX
 AB6764'75020.  AIRPORT MANAGER IS DOYLE DOBBINS.  PHONE 903-786-2904.  TO
 AB6764'REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S.  HIGHWAY 75 AND FARM
 AB6764'ROAD 691 ABOUT 3 KM (1.85 MI) NORTHEAST OF SHERMAN, GO WEST-NORTHWEST
 AB6764'ON FARM ROAD 691 FOR 5.97 KM (3.70 MI) TO A PAVED CROSSROAD (FARM ROAD
 AB6764'1417) .  CONTINUE AHEAD, WEST, ON FARM ROAD 691 FOR 1.36 KM (0.85 MI)
 AB6764'TO A CROSSROAD AT A FLAGPOLE AND WATER TOWER ON THE LEFT. TURN RIGHT,
 AB6764'NORTHWEST, ON KING STREET FOR 0.37 KM (0.20 MI) TO GOSNELL ROAD.  BEAR
 AB6764'LEFT, WEST, TO A GATE AT THE APRON.  CONTINUE AHEAD, WEST, PASSING
 AB6764'THROUGH THE GATE TO THE APRON.  TURN RIGHT, NORTH, ON APRON AND FOR
 AB6764'0.05 KM (0.05 MI) TO THE STATION ON THE RIGHT.  STATION IS SET FLUSH
 AB6764'IN THE SOUTHWEST CORNER OF A MANHOLE FOUNDATION.  IT IS 29.0 M (95.1
 AB6764'FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A FIRE STATION BUILDING,
 AB6764'21.6 M (70.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE TERMINAL
 AB6764'BUILDING, 6.5 M (21.3 FT) WEST OF THE SOUTHWEST CORNER OF A STORM
 AB6764'DRAIN, AND 0.3 M (1.0 FT) NORTH OF A PLASTIC WITNESS POST.  DESCRIBED
 AB6764'BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7910 ***********************************************************************
 AB7910  SACS        -  This is a Secondary Airport Control Station.
 AB7910  DESIGNATION -  F41 A
 AB7910  PID         -  AB7910
 AB7910  STATE/COUNTY-  TX/ELLIS
 AB7910  USGS QUAD   -  ENNIS WEST (1978)
 AB7910
 AB7910                         *CURRENT SURVEY CONTROL
 AB7910  ___________________________________________________________________
 AB7910* NAD 83(1993)-  32 19 39.26848(N)    096 39 50.10325(W)     ADJUSTED  
 AB7910* NAVD 88     -       146.10   (meters)     479.3    (feet)  GPS OBS   
 AB7910  ___________________________________________________________________
 AB7910  X           -    -626,043.577 (meters)                     COMP
 AB7910  Y           -  -5,358,374.772 (meters)                     COMP
 AB7910  Z           -   3,391,245.485 (meters)                     COMP
 AB7910  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 AB7910  ELLIP HEIGHT-         120.06  (meters)          (07/24/01) GPS OBS
 AB7910  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AB7910
 AB7910  HORZ ORDER  -  FIRST
 AB7910  ELLP ORDER  -  SECOND    CLASS II
 AB7910
 AB7910.This mark is at Ennis Muni (F41) Airport (F41)
 AB7910
 AB7910.The horizontal coordinates were established by GPS observations
 AB7910.and adjusted by the National Geodetic Survey in November 1996..
 AB7910
 AB7910.The orthometric height was determined by GPS observations and a
 AB7910.high-resolution geoid model.
 AB7910
 AB7910.GPS derived orthometric heights for airport stations designated as
 AB7910.PACS or SACS are published to 2 decimal places.  This maintains
 AB7910.centimeter relative accuracy between the PACS and SACS.  It does
 AB7910.not indicate centimeter accuracy relative to other marks which are
 AB7910.part of the NAVD 88 network.
 AB7910
 AB7910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7910
 AB7910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7910
 AB7910.The ellipsoidal height was determined by GPS observations
 AB7910.and is referenced to NAD 83.
 AB7910
 AB7910.The geoid height was determined by GEOID03.
 AB7910
 AB7910;                    North         East     Units Scale Factor Converg.
 AB7910;SPC TXNC     - 2,074,799.934   772,860.406   MT  0.99995187   +1 00 05.0
 AB7910;SPC TXNC     - 6,807,072.78  2,535,626.18   sFT  0.99995187   +1 00 05.0
 AB7910;UTM  14      - 3,579,143.830   719,893.649   MT  1.00019632   +1 14 59.1
 AB7910
 AB7910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7910!SPC TXNC     -   0.99998115  x   0.99995187  =   0.99993302
 AB7910!UTM  14      -   0.99998115  x   1.00019632  =   1.00017747
 AB7910
 AB7910:                Primary Azimuth Mark                     Grid Az
 AB7910:SPC TXNC     -  F41 B                                    341 07 44.8
 AB7910:UTM  14      -  F41 B                                    340 52 50.7
 AB7910
 AB7910|---------------------------------------------------------------------|
 AB7910| PID    Reference Object                     Distance      Geod. Az  |
 AB7910|                                                           dddmmss.s |
 AB7910| AB7911 F41 B                               APPROX. 0.6 KM 3420749.8 |
 AB7910|---------------------------------------------------------------------|
 AB7910
 AB7910                          SUPERSEDED SURVEY CONTROL
 AB7910
 AB7910  ELLIP H (11/20/96)  120.16   (m)                       GP(       ) 2 2
 AB7910
 AB7910.Superseded values are not recommended for survey control.
 AB7910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7910.See file dsdata.txt to determine how the superseded data were derived.
 AB7910
 AB7910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1989479144(NAD 83)
 AB7910_MARKER: I = METAL ROD
 AB7910_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7910_STAMPING: F41 A 1995
 AB7910_MARK LOGO: NGS   
 AB7910_PROJECTION: FLUSH
 AB7910_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7910+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7910_ROD/PIPE-DEPTH: 6.49 meters
 AB7910_SLEEVE-DEPTH  : 0.90 meters
 AB7910
 AB7910  HISTORY     - Date     Condition        Report By
 AB7910  HISTORY     - 1995     MONUMENTED       NGS
 AB7910
 AB7910                          STATION DESCRIPTION
 AB7910
 AB7910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7910'THE STATION IS LOCATED ABOUT 38 KM (23.60 MI) SOUTH-SOUTHEAST OF
 AB7910'DALLAS, 2.98 KM (1.85 MI) WEST OF ENNIS, AT THE ENNIS MUNICIPAL
 AB7910'AIRPORT, IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF THE PARALLEL
 AB7910'TAXI AND APRON, AND AT ABOUT MIDFIELD.  OWNERSHIP--CITY OF ENNIS. CITY
 AB7910'MANAGER IS STEVE HOWERTON, P.O.  BOX 220, ENNIS, TX 75120-0220. PHONE
 AB7910'214-878-1234.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 287 AND
 AB7910'STATE HIGHWAY 34 IN ENNIS, GO WEST ON HIGHWAY 287 NORTH FOR 3.86 KM
 AB7910'(2.40 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 AB7910'NORTH, ON ENTRANCE ROAD FOR 0.64 KM (0.40 MI) TO A SIDE ROAD RIGHT.
 AB7910'TURN RIGHT, EAST, ON THE ROAD FOR 0.08 KM (0.05 MI) TO A TAXI.  TURN
 AB7910'LEFT, NORTH, ON TAXI FOR 0.24 KM (0.15 MI) TO A CONNECTOR TAXI ON THE
 AB7910'RIGHT, APRON ON THE LEFT AND THE STATION ON THE LEFT.  STATION IS A
 AB7910'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 AB7910'FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AB7910'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 15.3 M (50.2
 AB7910'FT) WEST OF THE CENTER OF THE PARALLEL TAXI, 11.9 M (39.0 FT)
 AB7910'NORTHWEST OF THE NORTHEAST CORNER OF A CULVERT, 4.2 M (13.8 FT) SOUTH
 AB7910'OF THE SOUTH EDGE OF THE APRON, AND 0.3 M (1.0 FT) EAST OF A WITNESS
 AB7910'POST.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.  THIS
 AB7910'STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7911 ***********************************************************************
 AB7911  SACS        -  This is a Secondary Airport Control Station.
 AB7911  DESIGNATION -  F41 B
 AB7911  PID         -  AB7911
 AB7911  STATE/COUNTY-  TX/ELLIS
 AB7911  USGS QUAD   -  ENNIS WEST (1978)
 AB7911
 AB7911                         *CURRENT SURVEY CONTROL
 AB7911  ___________________________________________________________________
 AB7911* NAD 83(1993)-  32 19 56.73317(N)    096 39 56.73520(W)     ADJUSTED  
 AB7911* NAVD 88     -       150.12   (meters)     492.5    (feet)  GPS OBS   
 AB7911  ___________________________________________________________________
 AB7911  X           -    -626,182.858 (meters)                     COMP
 AB7911  Y           -  -5,358,072.231 (meters)                     COMP
 AB7911  Z           -   3,391,702.211 (meters)                     COMP
 AB7911  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 AB7911  ELLIP HEIGHT-         124.06  (meters)          (07/24/01) GPS OBS
 AB7911  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AB7911
 AB7911  HORZ ORDER  -  FIRST
 AB7911  ELLP ORDER  -  SECOND    CLASS II
 AB7911
 AB7911.This mark is at Ennis Muni (F41) Airport (F41)
 AB7911
 AB7911.The horizontal coordinates were established by GPS observations
 AB7911.and adjusted by the National Geodetic Survey in November 1996..
 AB7911
 AB7911.The orthometric height was determined by GPS observations and a
 AB7911.high-resolution geoid model.
 AB7911
 AB7911.GPS derived orthometric heights for airport stations designated as
 AB7911.PACS or SACS are published to 2 decimal places.  This maintains
 AB7911.centimeter relative accuracy between the PACS and SACS.  It does
 AB7911.not indicate centimeter accuracy relative to other marks which are
 AB7911.part of the NAVD 88 network.
 AB7911
 AB7911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7911
 AB7911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7911
 AB7911.The ellipsoidal height was determined by GPS observations
 AB7911.and is referenced to NAD 83.
 AB7911
 AB7911.The geoid height was determined by GEOID03.
 AB7911
 AB7911;                    North         East     Units Scale Factor Converg.
 AB7911;SPC TXNC     - 2,075,334.770   772,677.594   MT  0.99995081   +1 00 01.4
 AB7911;SPC TXNC     - 6,808,827.49  2,535,026.41   sFT  0.99995081   +1 00 01.4
 AB7911;UTM  14      - 3,579,677.999   719,708.475   MT  1.00019531   +1 14 56.1
 AB7911
 AB7911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7911!SPC TXNC     -   0.99998052  x   0.99995081  =   0.99993133
 AB7911!UTM  14      -   0.99998052  x   1.00019531  =   1.00017583
 AB7911
 AB7911:                Primary Azimuth Mark                     Grid Az
 AB7911:SPC TXNC     -  F41 A                                    161 07 44.8
 AB7911:UTM  14      -  F41 A                                    160 52 50.1
 AB7911
 AB7911|---------------------------------------------------------------------|
 AB7911| PID    Reference Object                     Distance      Geod. Az  |
 AB7911|                                                           dddmmss.s |
 AB7911| AB7910 F41 A                               APPROX. 0.6 KM 1620746.2 |
 AB7911|---------------------------------------------------------------------|
 AB7911
 AB7911                          SUPERSEDED SURVEY CONTROL
 AB7911
 AB7911  ELLIP H (11/20/96)  124.16   (m)                       GP(       ) 2 2
 AB7911
 AB7911.Superseded values are not recommended for survey control.
 AB7911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7911.See file dsdata.txt to determine how the superseded data were derived.
 AB7911
 AB7911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1970879678(NAD 83)
 AB7911_MARKER: I = METAL ROD
 AB7911_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7911_STAMPING: F41 B 1995
 AB7911_MARK LOGO: NGS   
 AB7911_PROJECTION: FLUSH
 AB7911_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7911+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7911_ROD/PIPE-DEPTH: 4.82 meters
 AB7911_SLEEVE-DEPTH  : 0.90 meters
 AB7911
 AB7911  HISTORY     - Date     Condition        Report By
 AB7911  HISTORY     - 1995     MONUMENTED       NGS
 AB7911
 AB7911                          STATION DESCRIPTION
 AB7911
 AB7911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7911'THE STATION IS LOCATED ABOUT 38 KM (23.60 MI) SOUTH-SOUTHEAST OF
 AB7911'DALLAS, 2.98 KM (1.85 MI) WEST OF ENNIS, AT THE ENNIS MUNICIPAL
 AB7911'AIRPORT, BETWEEN THE PARALLEL TAXI AND THE PERIMETER FENCE, AND
 AB7911'ADJACENT TO THE FIRST CONNECTOR TAXI SOUTH OF THE NORTH END OF THE
 AB7911'RUNWAY.  OWNERSHIP--CITY OF ENNIS.  CITY MANAGER IS STEVE HOWERTON,
 AB7911'P.O.  BOX 220, ENNIS, TX 75120-0220.  PHONE 214-878-1234.  TO REACH
 AB7911'FROM THE JUNCTION OF U.S.  HIGHWAY 287 AND STATE HIGHWAY 34 IN ENNIS,
 AB7911'GO WEST ON HIGHWAY 287 NORTH FOR 3.86 KM (2.40 MI) TO THE AIRPORT
 AB7911'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON ENTRANCE ROAD FOR
 AB7911'0.64 KM (0.40 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, ON THE ROAD
 AB7911'FOR 0.08 KM (0.05 MI) TO A TAXI.  TURN LEFT, NORTH, ON TAXI FOR 0.96
 AB7911'KM (0.60 MI) TO A CONNECTOR TAXI ON THE RIGHT AND THE STATION ON THE
 AB7911'LEFT.  STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN
 AB7911'A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AB7911'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AB7911'IS 8.9 M (29.2 FT) WEST OF THE CENTER OF THE PARALLEL TAXI, 20.85 M
 AB7911'(68.41 FT) EAST OF THE PERIMETER FENCE, 18.9 M (62.0 FT) SOUTH OF THE
 AB7911'EXTENDED CENTER OF THE CONNECTOR TAXI, AND 0.4 M (1.3 FT) EAST OF A
 AB7911'WITNESS POST.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.
 AB7911'THIS STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2795 ***********************************************************************
 AB2795  PACS        -  This is a Primary Airport Control Station.
 AB2795  DESIGNATION -  F44 A
 AB2795  PID         -  AB2795
 AB2795  STATE/COUNTY-  TX/HENDERSON
 AB2795  USGS QUAD   -  ATHENS (1984)
 AB2795
 AB2795                         *CURRENT SURVEY CONTROL
 AB2795  ___________________________________________________________________
 AB2795* NAD 83(1993)-  32 09 39.65041(N)    095 49 43.47287(W)     ADJUSTED  
 AB2795* NAVD 88     -       134.89   (meters)     442.6    (feet)  GPS OBS   
 AB2795  ___________________________________________________________________
 AB2795  X           -    -548,873.030 (meters)                     COMP
 AB2795  Y           -  -5,376,725.150 (meters)                     COMP
 AB2795  Z           -   3,375,617.743 (meters)                     COMP
 AB2795  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AB2795  ELLIP HEIGHT-         109.15  (meters)          (10/24/00) GPS OBS
 AB2795  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AB2795
 AB2795  HORZ ORDER  -  B
 AB2795  ELLP ORDER  -  FOURTH    CLASS II
 AB2795
 AB2795.This mark is at Athens Muni (F44) Airport (F44)
 AB2795
 AB2795.The horizontal coordinates were established by GPS observations
 AB2795.and adjusted by the National Geodetic Survey in February 1996..
 AB2795
 AB2795.The orthometric height was determined by GPS observations and a
 AB2795.high-resolution geoid model.
 AB2795
 AB2795.GPS derived orthometric heights for airport stations designated as
 AB2795.PACS or SACS are published to 2 decimal places.  This maintains
 AB2795.centimeter relative accuracy between the PACS and SACS.  It does
 AB2795.not indicate centimeter accuracy relative to other marks which are
 AB2795.part of the NAVD 88 network.
 AB2795
 AB2795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2795
 AB2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2795
 AB2795.The ellipsoidal height was determined by GPS observations
 AB2795.and is referenced to NAD 83.
 AB2795
 AB2795.The geoid height was determined by GEOID03.
 AB2795
 AB2795;                    North         East     Units Scale Factor Converg.
 AB2795;SPC TXNC     - 2,058,023.082   851,944.356   MT  0.99999245   +1 27 24.8
 AB2795;SPC TXNC     - 6,752,030.73  2,795,087.44   sFT  0.99999245   +1 27 24.8
 AB2795;UTM  15      - 3,561,790.223   233,230.827   MT  1.00047772   -1 30 23.9
 AB2795
 AB2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2795!SPC TXNC     -   0.99998286  x   0.99999245  =   0.99997531
 AB2795!UTM  15      -   0.99998286  x   1.00047772  =   1.00046057
 AB2795
 AB2795:                Primary Azimuth Mark                     Grid Az
 AB2795:SPC TXNC     -  AHPORT                                   359 27 31.2
 AB2795:UTM  15      -  AHPORT                                   002 25 19.9
 AB2795
 AB2795|---------------------------------------------------------------------|
 AB2795| PID    Reference Object                     Distance      Geod. Az  |
 AB2795|                                                           dddmmss.s |
 AB2795| CR1348 AHPORT                              493.119 METERS 0005456.0 |
 AB2795|---------------------------------------------------------------------|
 AB2795
 AB2795                          SUPERSEDED SURVEY CONTROL
 AB2795
 AB2795  ELLIP H (02/20/96)  109.18   (m)                       GP(       ) 1 1
 AB2795
 AB2795.Superseded values are not recommended for survey control.
 AB2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2795.See file dsdata.txt to determine how the superseded data were derived.
 AB2795
 AB2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR3323161790(NAD 83)
 AB2795_MARKER: I = METAL ROD
 AB2795_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2795_STAMPING: F44 A 1994
 AB2795_MARK LOGO: NGS   
 AB2795_PROJECTION: FLUSH
 AB2795_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2795+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2795_ROD/PIPE-DEPTH: 5.9  meters
 AB2795_SLEEVE-DEPTH  : 0.90 meters
 AB2795
 AB2795  HISTORY     - Date     Condition        Report By
 AB2795  HISTORY     - 1994     MONUMENTED       NGS
 AB2795  HISTORY     - 19990710 GOOD             TXDOT
 AB2795
 AB2795                          STATION DESCRIPTION
 AB2795
 AB2795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2795'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTH OF ATHENS, AT THE
 AB2795'ATHENS MUNICIPAL AIRPORT, IN GRASS IN THE NORTHWEST QUADRANT OF THE
 AB2795'JUNCTION OF RUNWAY AND A STUB CONNECTOR TAXI.  OWNERSHIP--CITY OF
 AB2795'ATHENS, P.O.  BOX 721, ATHENS TX 75751.  FBO IS RALPH CUMMINS.  PHONE
 AB2795'903-677-1897.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 175 AND
 AB2795'STATE HIGHWAY 19, GO SOUTH ON STATE HIGHWAY 19 FOR 1.4 KM (0.85 MI) TO
 AB2795'THE JUNCTION OF FARM ROAD 59.  CONTINUE SOUTH ON STATE HIGHWAY 19 FOR
 AB2795'3.7 KM (2.30 MI) TO FARM ROAD 1615 ON THE LEFT.  TURN LEFT, EAST, ON
 AB2795'FARM ROAD 1615 FOR 0.3 KM (0.20 MI) TO A CURVE AND A OIL ROAD ON THE
 AB2795'LEFT.  TURN LEFT, NORTH FOR 1.3 KM (0.80 MI) TO A ROAD ON THE RIGHT.
 AB2795'TURN RIGHT, EAST FOR 0.5 KM (0.30 MI) TO A T-ROAD.  TURN RIGHT, SOUTH,
 AB2795'FOR 0.16 KM (0.10 MI) TO A GATE AT THE APRON.  PASS THROUGH THE GATE,
 AB2795'TURN LEFT, EAST, ACROSS APRON FOR 0.12 KM (0.05 MI) TO THE PARALLEL
 AB2795'TAXI ON THE LEFT AND A DIM TRAIL ROAD ON THE RIGHT. TURN RIGHT, SOUTH,
 AB2795'ON THE TRAIL ROAD FOR 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT.
 AB2795'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 AB2795'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AB2795'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AB2795'IS 37.3 M (122.4 FT) WEST OF THE CENTER OF THE RUNWAY, 12.9 M (42.3
 AB2795'FT) NORTH OF THE CENTER OF THE CONNECTOR, 12.5 M (41.0 FT)
 AB2795'SOUTH-SOUTHWEST OF THE EAST END OF A ROUND CONCRETE CULVERT, 12.0 M
 AB2795'(39.4 FT) WEST OF THE WEST END OF A CONCRETE CULVERT HEADWALL, AND 0.7
 AB2795'M (2.3 FT) WEST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG
 AB2795
 AB2795                          STATION RECOVERY (1999)
 AB2795
 AB2795'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AB2795'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5970 ***********************************************************************
 AB5970  SACS        -  This is a Secondary Airport Control Station.
 AB5970  DESIGNATION -  F51 A
 AB5970  PID         -  AB5970
 AB5970  STATE/COUNTY-  TX/WOOD
 AB5970  USGS QUAD   -  WINNSBORO (1980)
 AB5970
 AB5970                         *CURRENT SURVEY CONTROL
 AB5970  ___________________________________________________________________
 AB5970* NAD 83(1993)-  32 56 05.96331(N)    095 16 50.46609(W)     ADJUSTED  
 AB5970* NAVD 88     -       150.24   (meters)     492.9    (feet)  GPS OBS   
 AB5970  ___________________________________________________________________
 AB5970  X           -    -493,169.275 (meters)                     COMP
 AB5970  Y           -  -5,335,759.418 (meters)                     COMP
 AB5970  Z           -   3,447,977.029 (meters)                     COMP
 AB5970  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AB5970  ELLIP HEIGHT-         123.84  (meters)          (01/31/01) GPS OBS
 AB5970  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AB5970
 AB5970  HORZ ORDER  -  FIRST
 AB5970  ELLP ORDER  -  FOURTH    CLASS II
 AB5970
 AB5970.This mark is at Winnsboro Muni (F51) Airport (F51)
 AB5970
 AB5970.The horizontal coordinates were established by GPS observations
 AB5970.and adjusted by the National Geodetic Survey in August 1996..
 AB5970
 AB5970.The orthometric height was determined by GPS observations and a
 AB5970.high-resolution geoid model.
 AB5970
 AB5970.GPS derived orthometric heights for airport stations designated as
 AB5970.PACS or SACS are published to 2 decimal places.  This maintains
 AB5970.centimeter relative accuracy between the PACS and SACS.  It does
 AB5970.not indicate centimeter accuracy relative to other marks which are
 AB5970.part of the NAVD 88 network.
 AB5970
 AB5970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5970
 AB5970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5970
 AB5970.The ellipsoidal height was determined by GPS observations
 AB5970.and is referenced to NAD 83.
 AB5970
 AB5970.The geoid height was determined by GEOID03.
 AB5970
 AB5970;                    North         East     Units Scale Factor Converg.
 AB5970;SPC TXNC     - 2,145,256.136   900,990.934   MT  0.99987468   +1 45 20.9
 AB5970;SPC TXNC     - 7,038,227.84  2,956,001.09   sFT  0.99987468   +1 45 20.9
 AB5970;UTM  15      - 3,646,388.033   286,768.599   MT  1.00016065   -1 14 25.6
 AB5970
 AB5970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5970!SPC TXNC     -   0.99998056  x   0.99987468  =   0.99985524
 AB5970!UTM  15      -   0.99998056  x   1.00016065  =   1.00014120
 AB5970
 AB5970                          SUPERSEDED SURVEY CONTROL
 AB5970
 AB5970  ELLIP H (08/16/96)  123.89   (m)                       GP(       ) 4 2
 AB5970
 AB5970.Superseded values are not recommended for survey control.
 AB5970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5970.See file dsdata.txt to determine how the superseded data were derived.
 AB5970
 AB5970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS8676946388(NAD 83)
 AB5970_MARKER: I = METAL ROD
 AB5970_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB5970_STAMPING: F51 A 1994
 AB5970_MARK LOGO: NGS   
 AB5970_PROJECTION: FLUSH
 AB5970_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5970+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5970_ROD/PIPE-DEPTH: 3.0  meters
 AB5970_SLEEVE-DEPTH  : 0.90 meters
 AB5970
 AB5970  HISTORY     - Date     Condition        Report By
 AB5970  HISTORY     - 1994     MONUMENTED       NGS
 AB5970
 AB5970                          STATION DESCRIPTION
 AB5970
 AB5970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB5970'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF WINNSBORO, AT
 AB5970'THE WINNSBORO MUNICIPAL AIRPORT, IN THE MEDIAN OF THE RUNWAY AND THE
 AB5970'PARALLEL TAXI AT RUNWAY END 1.  OWNERSHIP--CITY OF WINNSBORO, 501
 AB5970'SOUTH MAIN, WINNSBORO, TX 75494-3227.  PHONE 903-342-3654.  CITY
 AB5970'ADMINISTRATOR IS JERRY POE.  TO REACH FROM THE JUNCTION OF STATE
 AB5970'HIGHWAY 37 AND FARM ROAD 515 IN WINNSBORO, GO EAST ON FARM ROAD 515
 AB5970'FOR 1.14 KM (0.70 MI) TO FARM ROAD 852 ON THE RIGHT.  TURN RIGHT,
 AB5970'SOUTHEAST, ON FARM ROAD 852 FOR 0.42 KM (0.25 MI) TO WOOD COUNTY ROAD
 AB5970'4068 ON THE RIGHT.  TURN RIGHT, SOUTH-SOUTHWEST ON WOOD COUNTY ROAD
 AB5970'4068 FOR 0.48 KM (0.30 MI) TO A GATE ON THE LEFT ON THE NORTH SIDE OF
 AB5970'A LARGE METAL HANGAR.  TURN LEFT, EAST-SOUTHEAST, PASSING THROUGH THE
 AB5970'GATE ON ENTRANCE ROAD AND CROSSING APRON FOR 0.1 KM (0.05 MI) TO THE
 AB5970'TAXI.  TURN RIGHT, SOUTH-SOUTHWEST, ON TAXI FOR 0.69 KM (0.40 MI) TO
 AB5970'THE STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 AB5970'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AB5970'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AB5970'SET FLUSH WITH THE GROUND.  IT IS 29.2 M (95.8 FT) WEST-NORTHWEST OF
 AB5970'THE CENTER OF THE RUNWAY, 17.0 M (55.8 FT) NORTH-NORTHWEST OF A
 AB5970'CONCRETE CULVERT, 23.2 M (76.1 FT) NORTH-NORTHEAST OF THE CENTER OF
 AB5970'THE CONNECTOR TAXI, 9.2 M (30.2 FT) EAST-SOUTHEAST OF THE CENTER OF
 AB5970'THE TAXI AND, AND 0.3 M (1.0 FT) WEST-NORTHWEST OF A FIBERGLASS
 AB5970'WITNESS POST.  DESCRIBED BY D.G.  AUG NOTE THE ROD DEPTH IS UNKNOWN AT
 AB5970'THIS TIME.  SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.  THIS STATION
 AB5970'IS SELECTED AS A SACS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2796 ***********************************************************************
 AB2796  PACS        -  This is a Primary Airport Control Station.
 AB2796  DESIGNATION -  F54 A
 AB2796  PID         -  AB2796
 AB2796  STATE/COUNTY-  TX/TARRANT
 AB2796  USGS QUAD   -  ARLINGTON (1981)
 AB2796
 AB2796                         *CURRENT SURVEY CONTROL
 AB2796  ___________________________________________________________________
 AB2796* NAD 83(1993)-  32 39 51.93204(N)    097 05 31.37390(W)     ADJUSTED  
 AB2796* NAVD 88     -       187.90   (meters)     616.5    (feet)  GPS OBS   
 AB2796  ___________________________________________________________________
 AB2796  X           -    -663,591.475 (meters)                     COMP
 AB2796  Y           -  -5,333,665.603 (meters)                     COMP
 AB2796  Z           -   3,422,774.473 (meters)                     COMP
 AB2796  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 AB2796  ELLIP HEIGHT-         160.68  (meters)          (10/24/00) GPS OBS
 AB2796  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AB2796
 AB2796  HORZ ORDER  -  B
 AB2796  ELLP ORDER  -  FOURTH    CLASS II
 AB2796
 AB2796.This mark is at Arlington Muni (F54) Airport (F54)
 AB2796
 AB2796.The horizontal coordinates were established by GPS observations
 AB2796.and adjusted by the National Geodetic Survey in February 1996..
 AB2796
 AB2796.The orthometric height was determined by GPS observations and a
 AB2796.high-resolution geoid model.
 AB2796
 AB2796.GPS derived orthometric heights for airport stations designated as
 AB2796.PACS or SACS are published to 2 decimal places.  This maintains
 AB2796.centimeter relative accuracy between the PACS and SACS.  It does
 AB2796.not indicate centimeter accuracy relative to other marks which are
 AB2796.part of the NAVD 88 network.
 AB2796
 AB2796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2796
 AB2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2796
 AB2796.The ellipsoidal height was determined by GPS observations
 AB2796.and is referenced to NAD 83.
 AB2796
 AB2796.The geoid height was determined by GEOID03.
 AB2796
 AB2796;                    North         East     Units Scale Factor Converg.
 AB2796;SPC TXNC     - 2,111,526.547   732,055.665   MT  0.99989531   +0 46 04.4
 AB2796;SPC TXNC     - 6,927,566.68  2,401,752.63   sFT  0.99989531   +0 46 04.4
 AB2796;UTM  14      - 3,615,694.309   678,918.455   MT  0.99999474   +1 01 48.1
 AB2796
 AB2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2796!SPC TXNC     -   0.99997477  x   0.99989531  =   0.99987009
 AB2796!UTM  14      -   0.99997477  x   0.99999474  =   0.99996951
 AB2796
 AB2796|---------------------------------------------------------------------|
 AB2796| PID    Reference Object                     Distance      Geod. Az  |
 AB2796|                                                           dddmmss.s |
 AB2796| CS3184 ARPORT                              306.927 METERS 19721     |
 AB2796| CS3185 ARPORT AZ MK                        370.902 METERS 32232     |
 AB2796|---------------------------------------------------------------------|
 AB2796
 AB2796                          SUPERSEDED SURVEY CONTROL
 AB2796
 AB2796  ELLIP H (02/20/96)  160.73   (m)                       GP(       ) 1 1
 AB2796
 AB2796.Superseded values are not recommended for survey control.
 AB2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2796.See file dsdata.txt to determine how the superseded data were derived.
 AB2796
 AB2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7891815694(NAD 83)
 AB2796_MARKER: I = METAL ROD
 AB2796_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2796_STAMPING: F74 A 1994
 AB2796_MARK LOGO: NGS   
 AB2796_PROJECTION: FLUSH
 AB2796_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2796+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1995
 AB2796_ROD/PIPE-DEPTH: 5.88 meters
 AB2796_SLEEVE-DEPTH  : 1 meters
 AB2796
 AB2796  HISTORY     - Date     Condition        Report By
 AB2796  HISTORY     - 1994     MONUMENTED       NGS
 AB2796  HISTORY     - 19950915 SEE DESCRIPTION  NGS
 AB2796  HISTORY     - 20050918 POOR             WOOLPT
 AB2796
 AB2796                          STATION DESCRIPTION
 AB2796
 AB2796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2796'THE STATION IS LOCATED IN ARLINGTON, AT THE ARLINTON MUNICIPAL
 AB2796'AIRPORT.  OWNERSHIP---CITY OF ARLINTON, PO BOX 231, ARLINGTON, TX
 AB2796'76004-0231.  AIRPORT MANAGER IS ROBERT E.  PORTER, PHONE (817)
 AB2796'459-5990.  TO REACH THE STATION FROM THE JUCTION OF INTERSTATE HIGHWAY
 AB2796'20 AND STATE HIGHWAY 360 IN ARLINGTON, GO WEST ON INTERSTATE HIGHWAY
 AB2796'20 FOR 1.85 MI (2.98 KM) TO THE COLLINS STREET EXIT.  TURN LEFT AND GO
 AB2796'SOUTH ON COLLINS STREET FOR 0.85 MI (1.37 KM) TO A ROAD ON THE RIGHT
 AB2796'(ON THE SOUTH SIDE OF FIRE STATION NUMBER 12) .  TURN RIGHT AND GO
 AB2796'WEST ON ROAD FOR 0.1 MI (0.2 KM) TO A GATE AND THE STATION ON THE
 AB2796'LEFT.  THE STATION IS A STEEL ROD WITH A PUNCH HOLE IN THE TOP,
 AB2796'ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP SET IN CONCRETE.  THE
 AB2796'STATION IS 24.6 FT (7.5 M) SOUTH SOUTHEAST OF THE CENTERLINE OF A
 AB2796'DRIVEWAY, 24.0 FT (7.3 M) EAST SOUTHEAST OF A FIRE HYDRANT, 20.7 FT
 AB2796'(6.3 M) EAST OF A LIGHT POLE AND 3.6 FT (1.1 M) NORTH NORTHWEST OF A
 AB2796'FIBERGLASS WITNESS POST SET IN A CHAINLINK FENCE.
 AB2796
 AB2796                          STATION RECOVERY (1995)
 AB2796
 AB2796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RAH)
 AB2796'RECOVERED AS DESCRIBED WITH THE FOLLOWING NOTE.  MARK WAS INCORRECTLY
 AB2796'STAMPED WHEN INSTALLED.  THE INFORMATION IN THE DATA BASE REFLECTS THE
 AB2796'PROPER DESIGNATION AND STAMPING.  THE STATION IS CURRENTLY STAMPED
 AB2796'(F74 A 1994) .  THIS WILL BE CHANGED BY FIELD PERSONNEL TO (F54 A
 AB2796'1994) UPON RETURN TO THE TEXAS AREA.
 AB2796
 AB2796                          STATION RECOVERY (2005)
 AB2796
 AB2796'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CTS)
 AB2796'STAINLESS STEEL ROD IS BENT -- NOT USABLE. 23.7 FT SOUTHEAST OF A FIRE
 AB2796'HYDRANT, 20.8 FT NORTHEAST OF A LIGHT POLE, 11.8 FT SOUTH OF THE
 AB2796'CONCRETE BACK OF CURB, 3.7 FT NORTH OF A CHAIN LINK FENCE AND
 AB2796'KARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6629 ***********************************************************************
 AB6629  SACS        -  This is a Secondary Airport Control Station.
 AB6629  DESIGNATION -  F55 A
 AB6629  PID         -  AB6629
 AB6629  STATE/COUNTY-  TX/HOOD
 AB6629  USGS QUAD   -  GRANBURY (1979)
 AB6629
 AB6629                         *CURRENT SURVEY CONTROL
 AB6629  ___________________________________________________________________
 AB6629* NAD 83(1993)-  32 26 48.36576(N)    097 49 05.05066(W)     ADJUSTED  
 AB6629* NAVD 88     -       235.92   (meters)     774.0    (feet)  GPS OBS   
 AB6629  ___________________________________________________________________
 AB6629  X           -    -732,894.011 (meters)                     COMP
 AB6629  Y           -  -5,337,736.602 (meters)                     COMP
 AB6629  Z           -   3,402,454.446 (meters)                     COMP
 AB6629  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 AB6629  ELLIP HEIGHT-         207.65  (meters)          (07/06/01) GPS OBS
 AB6629  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AB6629
 AB6629  HORZ ORDER  -  FIRST
 AB6629  ELLP ORDER  -  FOURTH    CLASS I
 AB6629
 AB6629.This mark is at Granbury Muni (F55) Airport (F55)
 AB6629
 AB6629.The horizontal coordinates were established by GPS observations
 AB6629.and adjusted by the National Geodetic Survey in September 1996..
 AB6629
 AB6629.The orthometric height was determined by GPS observations and a
 AB6629.high-resolution geoid model.
 AB6629
 AB6629.GPS derived orthometric heights for airport stations designated as
 AB6629.PACS or SACS are published to 2 decimal places.  This maintains
 AB6629.centimeter relative accuracy between the PACS and SACS.  It does
 AB6629.not indicate centimeter accuracy relative to other marks which are
 AB6629.part of the NAVD 88 network.
 AB6629
 AB6629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6629
 AB6629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6629
 AB6629.The ellipsoidal height was determined by GPS observations
 AB6629.and is referenced to NAD 83.
 AB6629
 AB6629.The geoid height was determined by GEOID03.
 AB6629
 AB6629;                    North         East     Units Scale Factor Converg.
 AB6629;SPC TXNC     - 2,086,714.432   664,118.259   MT  0.99992795   +0 22 18.9
 AB6629;SPC TXNC     - 6,846,162.27  2,178,861.32   sFT  0.99992795   +0 22 18.9
 AB6629;UTM  14      - 3,590,573.182   611,098.282   MT  0.99975220   +0 38 03.1
 AB6629
 AB6629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6629!SPC TXNC     -   0.99996740  x   0.99992795  =   0.99989535
 AB6629!UTM  14      -   0.99996740  x   0.99975220  =   0.99971961
 AB6629
 AB6629:                Primary Azimuth Mark                     Grid Az
 AB6629:SPC TXNC     -  GRANPORT                                 150 06 54.2
 AB6629:UTM  14      -  GRANPORT                                 149 51 10.0
 AB6629
 AB6629|---------------------------------------------------------------------|
 AB6629| PID    Reference Object                     Distance      Geod. Az  |
 AB6629|                                                           dddmmss.s |
 AB6629| CS3195 GRANPORT                            446.262 METERS 1502913.1 |
 AB6629|---------------------------------------------------------------------|
 AB6629
 AB6629                          SUPERSEDED SURVEY CONTROL
 AB6629
 AB6629  ELLIP H (09/06/96)  207.69   (m)                       GP(       ) 4 1
 AB6629
 AB6629.Superseded values are not recommended for survey control.
 AB6629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6629.See file dsdata.txt to determine how the superseded data were derived.
 AB6629
 AB6629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1109890573(NAD 83)
 AB6629_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6629_SETTING: 66 = SET IN ROCK OUTCROP
 AB6629_STAMPING: F55 A 1995
 AB6629_MARK LOGO: NGS   
 AB6629_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6629+STABILITY: POSITION/ELEVATION WELL
 AB6629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6629+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AB6629
 AB6629  HISTORY     - Date     Condition        Report By
 AB6629  HISTORY     - 1995     MONUMENTED       NGS
 AB6629  HISTORY     - 20041023 GOOD             USPSQD
 AB6629  HISTORY     - 20051119 GOOD             USPSQD
 AB6629
 AB6629                          STATION DESCRIPTION
 AB6629
 AB6629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6629'THE STATION IS LOCATED 30.0 MI (48.3 KM) SOUTHWEST OF FORT WORTH, 25.0
 AB6629'MI (40.2 KM) NORTHEAST OF STEPHENVILLE, 1.25 MI (2.01 KM) WEST OF
 AB6629'GRANBURY AND AT THE GRANBURY MUNICIPAL AIRPORT IN THE MEDIAN BETWEEN
 AB6629'THE RUNWAY AND THE PARALLEL TAXIWAY.  OWNERSHIP--CITY OF GRANBURY,
 AB6629'2304 WEST PEARL, GRANBURY, TX.  76048.  CITY MANAGER IS C.W.  SMITH,
 AB6629'PHONE (817) 326-4601.  TO REACH THE STATION FROM THE JUNCTION OF US
 AB6629'HIGHWAY 377 AND BUSINESS ROUTE 377 ON THE SOUTHWEST SIDE OF GRANBURY,
 AB6629'GO NORTHEAST ON BUSINESS ROUTE 377 FOR 0.25 MI (0.40 KM) TO THE
 AB6629'AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT AND GO NORTHWEST ON THE
 AB6629'PAVED ENTRANCE ROAD FOR 0.5 MI (0.8 KM) TO THE EAST SIDE OF A AIRPORT
 AB6629'APRON AND THE OFFICE ON THE LEFT.  GO SOUTHWEST (ALONG THE SOUTHEAST
 AB6629'SIDE OF OFFICE AND HANGER) FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN
 AB6629'RIGHT AND GO NORTHWEST ON THE TAXIWAY FOR 0.05 MI (0.08 KM) TO A
 AB6629'CONNECTOR TAXIWAY LEFT, CONTINUE AHEAD AND GO NORTHWEST ON THE
 AB6629'PARALELL TAXIWAY FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.  THE
 AB6629'STATION IS SET INTO A 3 FT (0.9 M) X 4.5 FT (1.4 M) ROCK OUTCROP,
 AB6629'129.7 FT (39.5 M) EAST NORTHEAST OF THE RUNWAY CENTER, 89.3 FT (27.2
 AB6629'M) NORTHEAST OF A RUNWAY LIGHT (FOURTH SOUTHEAST OF A CONNECTOR
 AB6629'TAXIWAY) , 50.2 FT (15.3 M) WEST SOUTHWEST OF THE TAXIWAY CENTER AND
 AB6629'5.6 FT (1.7 M) NORTH NORTHWEST OF A WITNESS POST SET INTO ROCK. DRL.
 AB6629'THIS IS AN AIRPORT SAC STATION.
 AB6629
 AB6629                          STATION RECOVERY (2004)
 AB6629
 AB6629'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 AB6629'WITNESS POST MOWED DOWN BROKEN ON GROUND
 AB6629
 AB6629                          STATION RECOVERY (2005)
 AB6629
 AB6629'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 AB6629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2844 ***********************************************************************
 AB2844  PACS        -  This is a Primary Airport Control Station.
 AB2844  DESIGNATION -  F56 A
 AB2844  PID         -  AB2844
 AB2844  STATE/COUNTY-  TX/JONES
 AB2844  USGS QUAD   -  LUEDERS NW (1965)
 AB2844
 AB2844                         *CURRENT SURVEY CONTROL
 AB2844  ___________________________________________________________________
 AB2844* NAD 83(1993)-  32 54 29.69696(N)    099 44 11.71596(W)     ADJUSTED  
 AB2844* NAVD 88     -       474.70   (meters)    1557.4    (feet)  GPS OBS   
 AB2844  ___________________________________________________________________
 AB2844  X           -    -906,541.664 (meters)                     COMP
 AB2844  Y           -  -5,283,171.246 (meters)                     COMP
 AB2844  Z           -   3,445,662.362 (meters)                     COMP
 AB2844  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AB2844  ELLIP HEIGHT-         445.52  (meters)          (10/24/00) GPS OBS
 AB2844  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AB2844
 AB2844  HORZ ORDER  -  B
 AB2844  ELLP ORDER  -  FOURTH    CLASS II
 AB2844
 AB2844.This mark is at Arledge Fld (F56) Airport (F56)
 AB2844
 AB2844.The horizontal coordinates were established by GPS observations
 AB2844.and adjusted by the National Geodetic Survey in February 1996..
 AB2844
 AB2844.The orthometric height was determined by GPS observations and a
 AB2844.high-resolution geoid model.
 AB2844
 AB2844.GPS derived orthometric heights for airport stations designated as
 AB2844.PACS or SACS are published to 2 decimal places.  This maintains
 AB2844.centimeter relative accuracy between the PACS and SACS.  It does
 AB2844.not indicate centimeter accuracy relative to other marks which are
 AB2844.part of the NAVD 88 network.
 AB2844
 AB2844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2844
 AB2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2844
 AB2844.The ellipsoidal height was determined by GPS observations
 AB2844.and is referenced to NAD 83.
 AB2844
 AB2844.The geoid height was determined by GEOID03.
 AB2844
 AB2844;                    North         East     Units Scale Factor Converg.
 AB2844;SPC TXNC     - 2,138,359.434   484,334.482   MT  0.99987574   -0 40 27.9
 AB2844;SPC TXNC     - 7,015,600.91  1,589,020.71   sFT  0.99987574   -0 40 27.9
 AB2844;UTM  14      - 3,641,356.070   431,119.126   MT  0.99965850   -0 24 00.7
 AB2844
 AB2844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2844!SPC TXNC     -   0.99993006  x   0.99987574  =   0.99980581
 AB2844!UTM  14      -   0.99993006  x   0.99965850  =   0.99958858
 AB2844
 AB2844:                Primary Azimuth Mark                     Grid Az
 AB2844:SPC TXNC     -  F56 B                                    186 50 54.8
 AB2844:UTM  14      -  F56 B                                    186 34 27.6
 AB2844
 AB2844|---------------------------------------------------------------------|
 AB2844| PID    Reference Object                     Distance      Geod. Az  |
 AB2844|                                                           dddmmss.s |
 AB2844| AB7409 F56 B                               APPROX. 0.6 KM 1861026.9 |
 AB2844|---------------------------------------------------------------------|
 AB2844
 AB2844                          SUPERSEDED SURVEY CONTROL
 AB2844
 AB2844  ELLIP H (02/20/96)  445.56   (m)                       GP(       ) 1 1
 AB2844
 AB2844.Superseded values are not recommended for survey control.
 AB2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2844.See file dsdata.txt to determine how the superseded data were derived.
 AB2844
 AB2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3111941356(NAD 83)
 AB2844_MARKER: I = METAL ROD
 AB2844_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2844_STAMPING: F56 A 1995
 AB2844_MARK LOGO: NGS   
 AB2844_PROJECTION: FLUSH
 AB2844_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2844+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2844_ROD/PIPE-DEPTH: 5.66 meters
 AB2844_SLEEVE-DEPTH  : 1 meters
 AB2844
 AB2844  HISTORY     - Date     Condition        Report By
 AB2844  HISTORY     - 1995     MONUMENTED       NGS
 AB2844  HISTORY     - 19990928 GOOD             TXDOT
 AB2844
 AB2844                          STATION DESCRIPTION
 AB2844
 AB2844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2844'THE STATION IS LOCATED ABOUT 31.0 MI (49.9 KM) NORTH OF ABILENE, 18.0
 AB2844'MI (29.0 KM) SOUTH OF HASKELL, 5.0 MI (8.0 KM) SOUTHEAST OF STAMFORD
 AB2844'AT ARLEDGE FIELD AND EAST SOUTHEAST OF THE AIRPORT OFFICE.
 AB2844'OWNERSHIP--CITY OF STAMFORD, 12228 FM 704, STAMFORD, TX 79553. AIRPORT
 AB2844'MANAGER IS HOWARD THATCHER, PHONE (915) 773-3392.  TO REACH THE
 AB2844'STATION FROM THE JUCTION OF US HIGHWAY 277 AND BUSINESS ROUTE 277 ON
 AB2844'THE SOUTH SIDE OF STAMFORD, GO EAST ON US HIGHWAY 277 BUSINESS ROUTE
 AB2844'FOR 0.5 MI (0.8 KM) TO THE JUCTION OF STATE HIGHWAY 6, TURN RIGHT AND
 AB2844'GO SOUTH (1 BLOCK) THEN LEFT AND GO EAST FOLLOWING STATE HIGHWAY 6 FOR
 AB2844'1.1 MI (1.8 KM) TO A CURVE RIGHT AND FARM ROAD 142 AHEAD, BEAR RIGHT
 AB2844'ON STATE HIGHWAY 6 AND GO SOUTHEAST FOR 3.2 MI (5.1 KM) TO A PAVED
 AB2844'ROAD LEFT, TURN LEFT AND GO EAST ON FARM ROAD 704 FOR 1.2 MI (1.9 KM)
 AB2844'TO A CURVE LEFT, TURN LEFT AND GO NORTH ON FARM ROAD 704 FOR 0.15 MI
 AB2844'(0.24 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EAST ON AIRPORT
 AB2844'ENTRANCE FOR 0.1 MI (0.2 KM) TO THE PAVEMENT EDGE AND THE STATION JUST
 AB2844'AHEAD.  THE STATION IS 189.3 FT (57.7 M) SOUTH OF THE CENTER OF
 AB2844'TAXIWAY, 178.5 FT (54.4 M) WEST OF THE CENTER OF RUNWAY, 113.5 FT
 AB2844'(34.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A FUEL TANK BASE, 100.0
 AB2844'FT (30.5 M) EAST FROM THE PAVEMENT EDGE AND 2.6 FT (0.8 M) NORTH OF A
 AB2844'WITNESS POST.  DRL.
 AB2844
 AB2844                          STATION RECOVERY (1999)
 AB2844
 AB2844'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AB2844'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7409 ***********************************************************************
 AB7409  SACS        -  This is a Secondary Airport Control Station.
 AB7409  DESIGNATION -  F56 B
 AB7409  PID         -  AB7409
 AB7409  STATE/COUNTY-  TX/JONES
 AB7409  USGS QUAD   -  LUEDERS NW (1965)
 AB7409
 AB7409                         *CURRENT SURVEY CONTROL
 AB7409  ___________________________________________________________________
 AB7409* NAD 83(1993)-  32 54 11.28232(N)    099 44 14.07740(W)     ADJUSTED  
 AB7409* NAVD 88     -       475.15   (meters)    1558.9    (feet)  GPS OBS   
 AB7409  ___________________________________________________________________
 AB7409  X           -    -906,654.341 (meters)                     COMP
 AB7409  Y           -  -5,283,465.012 (meters)                     COMP
 AB7409  Z           -   3,445,186.303 (meters)                     COMP
 AB7409  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AB7409  ELLIP HEIGHT-         445.98  (meters)          (06/21/01) GPS OBS
 AB7409  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AB7409
 AB7409  HORZ ORDER  -  FIRST
 AB7409  ELLP ORDER  -  FOURTH    CLASS II
 AB7409
 AB7409.This mark is at Arledge Fld (F56) Airport (F56)
 AB7409
 AB7409.The horizontal coordinates were established by GPS observations
 AB7409.and adjusted by the National Geodetic Survey in October 1996..
 AB7409
 AB7409.The orthometric height was determined by GPS observations and a
 AB7409.high-resolution geoid model.
 AB7409
 AB7409.GPS derived orthometric heights for airport stations designated as
 AB7409.PACS or SACS are published to 2 decimal places.  This maintains
 AB7409.centimeter relative accuracy between the PACS and SACS.  It does
 AB7409.not indicate centimeter accuracy relative to other marks which are
 AB7409.part of the NAVD 88 network.
 AB7409
 AB7409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7409
 AB7409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7409
 AB7409.The ellipsoidal height was determined by GPS observations
 AB7409.and is referenced to NAD 83.
 AB7409
 AB7409.The geoid height was determined by GEOID03.
 AB7409
 AB7409;                    North         East     Units Scale Factor Converg.
 AB7409;SPC TXNC     - 2,137,792.979   484,266.449   MT  0.99987596   -0 40 29.2
 AB7409;SPC TXNC     - 7,013,742.47  1,588,797.51   sFT  0.99987596   -0 40 29.2
 AB7409;UTM  14      - 3,640,789.419   431,053.819   MT  0.99965861   -0 24 01.8
 AB7409
 AB7409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7409!SPC TXNC     -   0.99992998  x   0.99987596  =   0.99980595
 AB7409!UTM  14      -   0.99992998  x   0.99965861  =   0.99958862
 AB7409
 AB7409:                Primary Azimuth Mark                     Grid Az
 AB7409:SPC TXNC     -  F56 A                                    006 50 54.8
 AB7409:UTM  14      -  F56 A                                    006 34 27.4
 AB7409
 AB7409|---------------------------------------------------------------------|
 AB7409| PID    Reference Object                     Distance      Geod. Az  |
 AB7409|                                                           dddmmss.s |
 AB7409| AB2844 F56 A                               APPROX. 0.6 KM 0061025.6 |
 AB7409|---------------------------------------------------------------------|
 AB7409
 AB7409                          SUPERSEDED SURVEY CONTROL
 AB7409
 AB7409  ELLIP H (10/15/96)  446.02   (m)                       GP(       ) 4 2
 AB7409
 AB7409.Superseded values are not recommended for survey control.
 AB7409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7409.See file dsdata.txt to determine how the superseded data were derived.
 AB7409
 AB7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3105440789(NAD 83)
 AB7409_MARKER: DH = HORIZONTAL CONTROL DISK
 AB7409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB7409_SP_SET: OLD SEWAGE PLANT
 AB7409_STAMPING: F56 B 1995
 AB7409_MARK LOGO: NGS   
 AB7409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7409+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7409
 AB7409  HISTORY     - Date     Condition        Report By
 AB7409  HISTORY     - 1995     MONUMENTED       NGS
 AB7409
 AB7409                          STATION DESCRIPTION
 AB7409
 AB7409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7409'THE STATION IS LOCATED ABOUT 31.0 MI (49.9 KM) NORTH OF ABILENE, 18.0
 AB7409'MI (29.0 KM) SOUTH OF HASKELL, 5.0 MI (8.0 KM) SOUTHEAST OF STAMFORD
 AB7409'AT ARLEDGE FIELD AND ON THE SOUTHWEST PART OF THE CULTIVATED AIRPORT
 AB7409'PROPERTY, SET INTO THE TOP OF A OLD SEWAGE TREATMENT PLANT.
 AB7409'OWNERSHIP--CITY OF STAMFORD, 12228 FM 704, STAMFORD, TX 79553. AIRPORT
 AB7409'MANAGER IS HOWARD THATCHER, PHONE (915) 773-3392.  TO REACH THE
 AB7409'STATION FROM THE JUCTION OF US HIGHWAY 277 AND BUSINESS ROUTE 277 ON
 AB7409'THE SOUTH SIDE OF STAMFORD, GO EAST ON US HIGHWAY 277 BUSINESS ROUTE
 AB7409'FOR 0.5 MI (0.8 KM) TO THE JUCTION OF STATE HIGHWAY 6, TURN RIGHT AND
 AB7409'GO SOUTH (1 BLOCK) THEN LEFT AND GO EAST FOLLOWING STATE HIGHWAY 6 FOR
 AB7409'1.1 MI (1.8 KM) TO A CURVE RIGHT AND FARM ROAD 142 AHEAD, BEAR RIGHT
 AB7409'ON STATE HIGHWAY 6 AND GO SOUTHEAST FOR 3.2 MI (5.1 KM) TO A PAVED
 AB7409'ROAD LEFT, TURN LEFT AND GO EAST ON FARM ROAD 704 FOR 1.2 MI (1.9 KM)
 AB7409'TO A CURVE LEFT, TURN RIGHT AND GO SOUTH ON PAVED THEN DIRT ROAD FOR
 AB7409'0.2 MI (0.3 KM) TO THE STATION ABOUT 300 FT (91.4 M) ON THE LEFT.  THE
 AB7409'STATION IS 7.5 FT (2.3 M) ABOVE GROUND LEVEL, EASIEST ACCESS IS FROM
 AB7409'THE SOUTH SIDE OF PLANT (NO LADDER NEEDED) , 18.0 FT (5.5 M) WEST OF
 AB7409'THE EAST EDGE OF THE TOP OF SEWAGE PLANT AND 8.2 FT (2.5 M) SOUTH OF A
 AB7409'WOODEN POST WITH A METAL WITNESS POST SIGN ATTACHED TO SIDE OF PLANT.
 AB7409'NOTE--ACCESS CAN BE MADE FROM THE AIRCRAFT TURN AROUND RAMP AT THE
 AB7409'APPROACH END OF RUNWAY 35, IT MAY BE POSSIBLE TO DRIVE TO THE STATION
 AB7409'FROM THIS POINT IF THERE ARE NO CROPS PRESENT.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7410 ***********************************************************************
 AB7410  SACS        -  This is a Secondary Airport Control Station.
 AB7410  DESIGNATION -  F56 C
 AB7410  PID         -  AB7410
 AB7410  STATE/COUNTY-  TX/JONES
 AB7410  USGS QUAD   -  LUEDERS NW (1965)
 AB7410
 AB7410                         *CURRENT SURVEY CONTROL
 AB7410  ___________________________________________________________________
 AB7410* NAD 83(1993)-  32 54 50.29913(N)    099 44 11.18286(W)     ADJUSTED  
 AB7410* NAVD 88     -       475.25   (meters)    1559.2    (feet)  GPS OBS   
 AB7410  ___________________________________________________________________
 AB7410  X           -    -906,469.763 (meters)                     COMP
 AB7410  Y           -  -5,282,834.135 (meters)                     COMP
 AB7410  Z           -   3,446,195.514 (meters)                     COMP
 AB7410  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AB7410  ELLIP HEIGHT-         446.06  (meters)          (06/21/01) GPS OBS
 AB7410  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AB7410
 AB7410  HORZ ORDER  -  FIRST
 AB7410  ELLP ORDER  -  FOURTH    CLASS II
 AB7410
 AB7410.This mark is at Arledge Fld (F56) Airport (F56)
 AB7410
 AB7410.The horizontal coordinates were established by GPS observations
 AB7410.and adjusted by the National Geodetic Survey in October 1996..
 AB7410
 AB7410.The orthometric height was determined by GPS observations and a
 AB7410.high-resolution geoid model.
 AB7410
 AB7410.GPS derived orthometric heights for airport stations designated as
 AB7410.PACS or SACS are published to 2 decimal places.  This maintains
 AB7410.centimeter relative accuracy between the PACS and SACS.  It does
 AB7410.not indicate centimeter accuracy relative to other marks which are
 AB7410.part of the NAVD 88 network.
 AB7410
 AB7410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7410
 AB7410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7410
 AB7410.The ellipsoidal height was determined by GPS observations
 AB7410.and is referenced to NAD 83.
 AB7410
 AB7410.The geoid height was determined by GEOID03.
 AB7410
 AB7410;                    North         East     Units Scale Factor Converg.
 AB7410;SPC TXNC     - 2,138,993.826   484,355.801   MT  0.99987549   -0 40 27.7
 AB7410;SPC TXNC     - 7,017,682.24  1,589,090.66   sFT  0.99987549   -0 40 27.7
 AB7410;UTM  14      - 3,641,990.419   431,137.405   MT  0.99965847   -0 24 00.7
 AB7410
 AB7410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7410!SPC TXNC     -   0.99992997  x   0.99987549  =   0.99980547
 AB7410!UTM  14      -   0.99992997  x   0.99965847  =   0.99958847
 AB7410
 AB7410                          SUPERSEDED SURVEY CONTROL
 AB7410
 AB7410  ELLIP H (10/15/96)  446.10   (m)                       GP(       ) 4 2
 AB7410
 AB7410.Superseded values are not recommended for survey control.
 AB7410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7410.See file dsdata.txt to determine how the superseded data were derived.
 AB7410
 AB7410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3113741990(NAD 83)
 AB7410_MARKER: I = METAL ROD
 AB7410_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7410_MARK LOGO: NGS   
 AB7410_PROJECTION: RECESSED 6 CENTIMETERS
 AB7410_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7410+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7410_ROD/PIPE-DEPTH: 4.45 meters
 AB7410_SLEEVE-DEPTH  : 1 meters
 AB7410
 AB7410  HISTORY     - Date     Condition        Report By
 AB7410  HISTORY     - 1995     MONUMENTED       NGS
 AB7410
 AB7410                          STATION DESCRIPTION
 AB7410
 AB7410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7410'THE STATION IS LOCATED ABOUT 31.0 MI (49.9 KM) NORTH OF ABILENE, 18.0
 AB7410'MI (29.0 KM) SOUTH OF HASKELL, 5.0 MI (8.0 KM) SOUTHEAST OF STAMFORD
 AB7410'AT ARLEDGE FIELD AND IN THE GRASS AREA FORMED BY THE AIRCRAFT TURN
 AB7410'AROUND RAMP AT THE APPROACH END OF RUNWAY 17.  OWNERSHIP--CITY OF
 AB7410'STAMFORD, 12228 FM 704, STAMFORD, TX 79553.  AIRPORT MANAGER IS HOWARD
 AB7410'THATCHER, PHONE (915) 773-3392.  TO REACH THE STATION FROM THE JUCTION
 AB7410'OF US HIGHWAY 277 AND BUSINESS ROUTE 277 ON THE SOUTH SIDE OF
 AB7410'STAMFORD, GO EAST ON US HIGHWAY 277 BUSINESS ROUTE FOR 0.5 MI (0.8 KM)
 AB7410'TO THE JUCTION OF STATE HIGHWAY 6, TURN RIGHT AND GO SOUTH (1 BLOCK)
 AB7410'THEN LEFT AND GO EAST FOLLOWING STATE HIGHWAY 6 FOR 1.1 MI (1.8 KM) TO
 AB7410'A CURVE RIGHT AND FARM ROAD 142 AHEAD, BEAR RIGHT ON STATE HIGHWAY 6
 AB7410'AND GO SOUTHEAST FOR 3.2 MI (5.1 KM) TO A PAVED ROAD LEFT, TURN LEFT
 AB7410'AND GO EAST ON FARM ROAD 704 FOR 1.2 MI (1.9 KM) TO A CURVE LEFT, TURN
 AB7410'LEFT AND GO NORTH ON FARM ROAD 704 FOR 0.15 MI (0.24 KM) TO A PAVED
 AB7410'ROAD RIGHT, TURN RIGHT AND GO EAST ON AIRPORT ENTRANCE FOR 0.1 MI (0.2
 AB7410'KM) TO PAVEMENT LEFT.  TURN LEFT, NORTH ON THE PAVEMENT, THEN RIGHT
 AB7410'AND GO EAST ON THE TAXIWAY FOR FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN
 AB7410'LEFT AND GO NORTH ON THE RUNWAY FOR 0.35 MI (0.56 KM) TO THE STATION
 AB7410'ON THE LEFT.  THE STATION IS RECESSED 0.06 CM, 148.2 FT (45.2 M) WEST
 AB7410'OF THE CENTER OF THE RUNWAY, 82.5 FT (25.1 M) SOUTH SOUTHWEST OF THE
 AB7410'CENTER OF THE TAXIWAY AT THE NORTHERNMOST PAINTED TAXIWAY HOLD BAR,
 AB7410'46.5 FT (14.2 M) EAST OF THE CENTER OF THE CURVED TAXIWAY AT ITS
 AB7410'WESTERNMOST POINT AND 25.5 FT (7.8 M) NORTH OF THE EAST END OF A
 AB7410'CONCRETE CULVERT.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2824 ***********************************************************************
 AB2824  PACS        -  This is a Primary Airport Control Station.
 AB2824  DESIGNATION -  F60 A
 AB2824  PID         -  AB2824
 AB2824  STATE/COUNTY-  TX/MCLENNAN
 AB2824  USGS QUAD   -  SOUTH BOSQUE (1993)
 AB2824
 AB2824                         *CURRENT SURVEY CONTROL
 AB2824  ___________________________________________________________________
 AB2824* NAD 83(1993)-  31 29 11.10458(N)    097 19 02.72368(W)     ADJUSTED  
 AB2824* NAVD 88     -       175.99   (meters)     577.4    (feet)  GPS OBS   
 AB2824  ___________________________________________________________________
 AB2824  X           -    -693,400.293 (meters)                     COMP
 AB2824  Y           -  -5,399,807.057 (meters)                     COMP
 AB2824  Z           -   3,312,080.503 (meters)                     COMP
 AB2824  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 AB2824  ELLIP HEIGHT-         148.60  (meters)          (10/24/00) GPS OBS
 AB2824  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AB2824
 AB2824  HORZ ORDER  -  B
 AB2824  ELLP ORDER  -  FOURTH    CLASS II
 AB2824
 AB2824.This mark is at Mcgregor Muni (F60) Airport (F60)
 AB2824
 AB2824.The horizontal coordinates were established by GPS observations
 AB2824.and adjusted by the National Geodetic Survey in February 1996..
 AB2824
 AB2824.The orthometric height was determined by GPS observations and a
 AB2824.high-resolution geoid model.
 AB2824
 AB2824.GPS derived orthometric heights for airport stations designated as
 AB2824.PACS or SACS are published to 2 decimal places.  This maintains
 AB2824.centimeter relative accuracy between the PACS and SACS.  It does
 AB2824.not indicate centimeter accuracy relative to other marks which are
 AB2824.part of the NAVD 88 network.
 AB2824
 AB2824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2824
 AB2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2824
 AB2824.The ellipsoidal height was determined by GPS observations
 AB2824.and is referenced to NAD 83.
 AB2824
 AB2824.The geoid height was determined by GEOID03.
 AB2824
 AB2824;                    North         East     Units Scale Factor Converg.
 AB2824;SPC TX C     - 3,205,615.760   986,501.116   MT  0.99991746   +1 33 12.1
 AB2824;SPC TX C     -10,517,091.04  3,236,545.74   sFT  0.99991746   +1 33 12.1
 AB2824;UTM  14      - 3,484,737.164   659,818.371   MT  0.99991504   +0 52 44.4
 AB2824
 AB2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2824!SPC TX C     -   0.99997667  x   0.99991746  =   0.99989413
 AB2824!UTM  14      -   0.99997667  x   0.99991504  =   0.99989171
 AB2824
 AB2824                          SUPERSEDED SURVEY CONTROL
 AB2824
 AB2824  ELLIP H (02/20/96)  148.68   (m)                       GP(       ) 1 1
 AB2824
 AB2824.Superseded values are not recommended for survey control.
 AB2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2824.See file dsdata.txt to determine how the superseded data were derived.
 AB2824
 AB2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5981884737(NAD 83)
 AB2824_MARKER: I = METAL ROD
 AB2824_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2824_STAMPING: F60 A 1995
 AB2824_MARK LOGO: NGS   
 AB2824_PROJECTION: FLUSH
 AB2824_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2824+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 AB2824_ROD/PIPE-DEPTH: 2.41 meters
 AB2824_SLEEVE-DEPTH  : 0.90 meters
 AB2824
 AB2824  HISTORY     - Date     Condition        Report By
 AB2824  HISTORY     - 1995     MONUMENTED       NGS
 AB2824  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AB2824  HISTORY     - 20041116 GOOD             WALLAC
 AB2824
 AB2824                          STATION DESCRIPTION
 AB2824
 AB2824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2824'THE STATION IS LOCATED ABOUT 19.0 KM (11.80 MI) SOUTHWEST OF WACO AND
 AB2824'10 KM (6.20 MI) NORTHWEST OF MCGREGOR, AT THE MCGREGOR MUNICIPAL
 AB2824'AIRPORT, IN THE GRASS MEDIAN OF RUNWAY 17-35 AND THE PARALLEL TAXI,
 AB2824'AND ON THE NORTH SIDE OF THE MIDFIELD CONNECTOR.  OWNERSHIP--CITY OF
 AB2824'MCGREGOR.  AIRPORT MANAGER IS STU SHIREY, P.O.  BOX 20551, WACO, TX
 AB2824'76702.  PHONE 817-848-4448.  TO REACH THE STATION FROM THE JUNCTION OF
 AB2824'U.S.  HIGHWAY 84, STATE HIGHWAY 6 AND LOOP 340, ON THE SOUTHWEST SIDE
 AB2824'OF WACO, GO SOUTHWEST ON U.S.  HIGHWAY 84 FOR 12.8 KM (7.95 MI) TO THE
 AB2824'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTHERLY, ON THE
 AB2824'ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO THE ADMINISTRATION BUILDING.
 AB2824'TURN LEFT, NORTHWEST, ACROSS THE APRON AND TAXI FOR 0.3 KM (0.20 MI)
 AB2824'TO THE SOUTHEAST SIDE OF THE RUNWAY.  CONTINUE AHEAD, NORTHWEST,
 AB2824'CROSSING RUNWAY AND ALONG TAXI FOR 0.51 KM (0.30 MI) TO THE JUNCTION
 AB2824'OF THREE TAXIS AND THE STATION AS DESCRIBED.  THE STATION IS A PUNCH
 AB2824'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED SLEEVE
 AB2824'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AB2824'SET FLUSH WITH THE GROUND.  IT IS 73.2 M (240.2 FT) WEST OF THE CENTER
 AB2824'OF RUNWAY 17-35, 25.3 M (83.0 FT) NORTH OF THE CENTER OF THE CONNECTOR
 AB2824'TAXI, 18.5 M (60.7 FT) EAST OF THE CENTER OF THE PARALLEL TAXI, AND
 AB2824'0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST.  DESCRIBED BY D.G.  AUG
 AB2824
 AB2824                          STATION RECOVERY (2001)
 AB2824
 AB2824'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 AB2824'MARK NOT FOUND.
 AB2824
 AB2824                          STATION RECOVERY (2004)
 AB2824
 AB2824'RECOVERY NOTE BY THE WALLACE GROUP INC 2004
 AB2824'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6293 ***********************************************************************
 AB6293  SACS        -  This is a Secondary Airport Control Station.
 AB6293  DESIGNATION -  F71 A
 AB6293  PID         -  AB6293
 AB6293  STATE/COUNTY-  TX/TARRANT
 AB6293  USGS QUAD   -  BURLESON (1981)
 AB6293
 AB6293                         *CURRENT SURVEY CONTROL
 AB6293  ___________________________________________________________________
 AB6293* NAD 83(1993)-  32 35 51.42757(N)    097 19 18.86314(W)     ADJUSTED  
 AB6293* NAVD 88     -       213.01   (meters)     698.9    (feet)  GPS OBS   
 AB6293  ___________________________________________________________________
 AB6293  X           -    -685,495.377 (meters)                     COMP
 AB6293  Y           -  -5,334,943.649 (meters)                     COMP
 AB6293  Z           -   3,416,548.273 (meters)                     COMP
 AB6293  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AB6293  ELLIP HEIGHT-         185.37  (meters)          (03/15/01) GPS OBS
 AB6293  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AB6293
 AB6293  HORZ ORDER  -  FIRST
 AB6293  ELLP ORDER  -  FIFTH     CLASS II
 AB6293
 AB6293.This mark is at Luck Fld (F71) Airport (F71)
 AB6293
 AB6293.The horizontal coordinates were established by GPS observations
 AB6293.and adjusted by the National Geodetic Survey in August 1996..
 AB6293
 AB6293.The orthometric height was determined by GPS observations and a
 AB6293.high-resolution geoid model.
 AB6293
 AB6293.GPS derived orthometric heights for airport stations designated as
 AB6293.PACS or SACS are published to 2 decimal places.  This maintains
 AB6293.centimeter relative accuracy between the PACS and SACS.  It does
 AB6293.not indicate centimeter accuracy relative to other marks which are
 AB6293.part of the NAVD 88 network.
 AB6293
 AB6293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6293
 AB6293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6293
 AB6293.The ellipsoidal height was determined by GPS observations
 AB6293.and is referenced to NAD 83.
 AB6293
 AB6293.The geoid height was determined by GEOID03.
 AB6293
 AB6293;                    North         East     Units Scale Factor Converg.
 AB6293;SPC TXNC     - 2,103,853.669   710,580.703   MT  0.99990381   +0 38 33.1
 AB6293;SPC TXNC     - 6,902,393.25  2,331,296.86   sFT  0.99990381   +0 38 33.1
 AB6293;UTM  14      - 3,607,922.968   657,477.720   MT  0.99990580   +0 54 15.2
 AB6293
 AB6293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6293!SPC TXNC     -   0.99997090  x   0.99990381  =   0.99987471
 AB6293!UTM  14      -   0.99997090  x   0.99990580  =   0.99987670
 AB6293
 AB6293:                Primary Azimuth Mark                     Grid Az
 AB6293:SPC TXNC     -  F71 B                                    338 38 22.8
 AB6293:UTM  14      -  F71 B                                    338 22 40.7
 AB6293
 AB6293|---------------------------------------------------------------------|
 AB6293| PID    Reference Object                     Distance      Geod. Az  |
 AB6293|                                                           dddmmss.s |
 AB6293| AB2797 F71 B                               APPROX. 0.6 KM 3391655.9 |
 AB6293|---------------------------------------------------------------------|
 AB6293
 AB6293                          SUPERSEDED SURVEY CONTROL
 AB6293
 AB6293  ELLIP H (08/29/96)  185.41   (m)                       GP(       ) 5 2
 AB6293
 AB6293.Superseded values are not recommended for survey control.
 AB6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6293.See file dsdata.txt to determine how the superseded data were derived.
 AB6293
 AB6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5747807923(NAD 83)
 AB6293_MARKER: I = METAL ROD
 AB6293_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6293_STAMPING: F71 A 1995
 AB6293_MARK LOGO: NGS   
 AB6293_PROJECTION: FLUSH
 AB6293_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6293+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6293_ROD/PIPE-DEPTH: 3.7  meters
 AB6293_SLEEVE-DEPTH  : 1 meters
 AB6293
 AB6293  HISTORY     - Date     Condition        Report By
 AB6293  HISTORY     - 1995     MONUMENTED       NGS
 AB6293  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AB6293
 AB6293                          STATION DESCRIPTION
 AB6293
 AB6293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6293'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHEAST OF CROWLEY,TX
 AB6293'AT LUCK FIELD AIRPORT.  OWNERSHIP DOROTHY LUCK P.O.BOX 6595 FFORT
 AB6293'WORTH,TX 76115.  AIRPORT MANGER BILL KNIGHT,TELEPHONE NUMBER 817 293
 AB6293'4182,10700 S.  FREEWAY LUCK FIELD AIRPORT,FORT WORTH, TX.  76140. TO
 AB6293'REACH FROM THE JUNCTION OF FM 1187 AND INTERSTATE HWY 35W NORTHBOUND
 AB6293'OVERPASS.  GO NORTH ON THE FRONTAGE ROAD FOR 1.5 MI (2.4 KM) TO STOP
 AB6293'SIGN AT GARDEN CIRCLE DRIVE.  CONTINUE ON FRONTAGE ROAD FOR 1 MI (1.6
 AB6293'KM) TO TURNAROUND.  TAKE TURNAROUND ON TO THE SOUTHBOUND FRONTAGE RD
 AB6293'FOR .85 MI (1.37 KM) TO ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT ON
 AB6293'ROAD FOR .10 MI (0.16 KM) TO FORK.  TAKE RIGHT FORK FOR .10 MI (0.16
 AB6293'KM) TO RUNWAY.  TURN LEFT ON RUNWAY FOR .30 MI (0.48 KM) TO STATION ON
 AB6293'THE LEFT. THE STATION IS 38.9 M (127.6 FT) EAST/SOUTHEAST OF RUNWAY
 AB6293'CENTERLINE.  30.8 M (101.0 FT) EAST/SOUTHEAST OF A RUNWAY LIGHT.  .7 M
 AB6293'(2.3 FT) WEST OF FENCE.  .6 M (2.0 FT) WEST OF FIBERGLASS WITNESS
 AB6293'POST.
 AB6293
 AB6293                          STATION RECOVERY (2004)
 AB6293
 AB6293'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 AB6293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2797 ***********************************************************************
 AB2797  PACS        -  This is a Primary Airport Control Station.
 AB2797  DESIGNATION -  F71 B
 AB2797  PID         -  AB2797
 AB2797  STATE/COUNTY-  TX/TARRANT
 AB2797  USGS QUAD   -  BURLESON (1981)
 AB2797
 AB2797                         *CURRENT SURVEY CONTROL
 AB2797  ___________________________________________________________________
 AB2797* NAD 83(1993)-  32 36 08.79539(N)    097 19 26.62364(W)     ADJUSTED  
 AB2797* NAVD 88     -       219.57   (meters)     720.4    (feet)  GPS OBS   
 AB2797  ___________________________________________________________________
 AB2797  X           -    -685,660.054 (meters)                     COMP
 AB2797  Y           -  -5,334,637.421 (meters)                     COMP
 AB2797  Z           -   3,417,002.538 (meters)                     COMP
 AB2797  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AB2797  ELLIP HEIGHT-         191.92  (meters)          (10/24/00) GPS OBS
 AB2797  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AB2797
 AB2797  HORZ ORDER  -  B
 AB2797  ELLP ORDER  -  FOURTH    CLASS II
 AB2797
 AB2797.This mark is at Luck Fld (F71) Airport (F71)
 AB2797
 AB2797.The horizontal coordinates were established by GPS observations
 AB2797.and adjusted by the National Geodetic Survey in February 1996..
 AB2797
 AB2797.The orthometric height was determined by GPS observations and a
 AB2797.high-resolution geoid model.
 AB2797
 AB2797.GPS derived orthometric heights for airport stations designated as
 AB2797.PACS or SACS are published to 2 decimal places.  This maintains
 AB2797.centimeter relative accuracy between the PACS and SACS.  It does
 AB2797.not indicate centimeter accuracy relative to other marks which are
 AB2797.part of the NAVD 88 network.
 AB2797
 AB2797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2797
 AB2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2797
 AB2797.The ellipsoidal height was determined by GPS observations
 AB2797.and is referenced to NAD 83.
 AB2797
 AB2797.The geoid height was determined by GEOID03.
 AB2797
 AB2797;                    North         East     Units Scale Factor Converg.
 AB2797;SPC TXNC     - 2,104,386.330   710,372.381   MT  0.99990315   +0 38 28.9
 AB2797;SPC TXNC     - 6,904,140.82  2,330,613.39   sFT  0.99990315   +0 38 28.9
 AB2797;UTM  14      - 3,608,454.672   657,266.966   MT  0.99990499   +0 54 11.5
 AB2797
 AB2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2797!SPC TXNC     -   0.99996987  x   0.99990315  =   0.99987302
 AB2797!UTM  14      -   0.99996987  x   0.99990499  =   0.99987486
 AB2797
 AB2797:                Primary Azimuth Mark                     Grid Az
 AB2797:SPC TXNC     -  F71 A                                    158 38 22.8
 AB2797:UTM  14      -  F71 A                                    158 22 40.2
 AB2797
 AB2797|---------------------------------------------------------------------|
 AB2797| PID    Reference Object                     Distance      Geod. Az  |
 AB2797|                                                           dddmmss.s |
 AB2797| AB6293 F71 A                               APPROX. 0.6 KM 1591651.7 |
 AB2797| AB6294 F71 C                               426.067 METERS 3535215.8 |
 AB2797|---------------------------------------------------------------------|
 AB2797
 AB2797                          SUPERSEDED SURVEY CONTROL
 AB2797
 AB2797  ELLIP H (02/20/96)  191.97   (m)                       GP(       ) 1 1
 AB2797
 AB2797.Superseded values are not recommended for survey control.
 AB2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2797.See file dsdata.txt to determine how the superseded data were derived.
 AB2797
 AB2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5726708455(NAD 83)
 AB2797_MARKER: I = METAL ROD
 AB2797_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2797_STAMPING: F71 B 1995
 AB2797_MARK LOGO: NGS   
 AB2797_PROJECTION: FLUSH
 AB2797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2797+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2797_ROD/PIPE-DEPTH: 3.6  meters
 AB2797_SLEEVE-DEPTH  : 1 meters
 AB2797
 AB2797  HISTORY     - Date     Condition        Report By
 AB2797  HISTORY     - 1995     MONUMENTED       NGS
 AB2797  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AB2797
 AB2797                          STATION DESCRIPTION
 AB2797
 AB2797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2797'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHEAST OF CROWLEY,TX
 AB2797'AT LUCK FIELD AIRPORT.  OWNERSHIP DOROTHY LUCK P.O.BOX 6595 FFORT
 AB2797'WORTH,TX 76115.  AIRPORT MANGER BILL KNIGHT,TELEPHONE NUMBER 817 293
 AB2797'4182,10700 S.  FREEWAY LUCK FIELD AIRPORT,FORT WORTH, TX.  76140 TO
 AB2797'REACH FROM THE JUNCTION OF FM 1187 AND INTERSTATE HWY 35W NORTHBOUND
 AB2797'OVERPASS.  GO NORTH ON THE FRONTAGE ROAD FOR 1.5 MI (2.4 KM) TO STOP
 AB2797'SIGN AT GARDEN ACRES DRIVE.  CONTINUE ON FRONTAGE ROAD FOR 1 MI (1.6
 AB2797'KM) TO TURNAROUND.  TAKE TURNAROUND ON TO THE SOUTHBOUND FRONTAGE RD
 AB2797'FOR .85 MI (1.37 KM) TO ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT ON
 AB2797'ROAD FOR .10 MI (0.16 KM) TO FORK.  TAKE RIGHT FORK FOR .10 MI (0.16
 AB2797'KM) TO RUNWAY.  TURN RIGHT ON RUNWAY FOR .05 MI (0.08 KM) TO STATION
 AB2797'ON THE LEFT.  THE STATION IS A ROD DRIVEN 11.8 FT (3.6 M) IN GROUND.
 AB2797'15.1 M (49.5 FT) NORTH/NORTHWEST OF GATE OPENNING IN FENCE. 37.2 M
 AB2797'(122.0 FT) WEST/SOUTHWEST OF RUNWAY CENTERLINE.  0.5 M (1.6 FT) EAST
 AB2797'OF FENCE.  0.3 M (1.0 FT) (1ND GO EAST FOR 0.05 MI (0.08 KM) TO A
 AB2797'TAXIWAY.  TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 0.6 MI (1.0 KM) TO
 AB2797'THE STATION ON THE RIGHT OPPOSITE A OLD T-FENCE CORNER.  THE STATION
 AB2797'IS 163.5 FT (49.8 M) EAST OF THE CENTER POST OF 3 T-FENCE JUCTION,
 AB2797'93.5 FT (28.5 M) SOUTHEAST OF THE APPOXIMATE NORTHEAST CORNER OF
 AB2797'RUNWAY PAVEMENT, 61.0 FT (18.6 M) EAST OF THE RUNWAY CENTER, 20.O FT
 AB2797'WEST OF A BARBED WIRE FENCE AND 0.0 FT (0.0 CM) OF A WITNESS POST.
 AB2797
 AB2797                          STATION RECOVERY (2004)
 AB2797
 AB2797'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 AB2797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6294 ***********************************************************************
 AB6294  SACS        -  This is a Secondary Airport Control Station.
 AB6294  DESIGNATION -  F71 C
 AB6294  PID         -  AB6294
 AB6294  STATE/COUNTY-  TX/TARRANT
 AB6294  USGS QUAD   -  BURLESON (1981)
 AB6294
 AB6294                         *CURRENT SURVEY CONTROL
 AB6294  ___________________________________________________________________
 AB6294* NAD 83(1993)-  32 36 22.54749(N)    097 19 28.36828(W)     ADJUSTED  
 AB6294* NAVD 88     -       218.62   (meters)     717.3    (feet)  GPS OBS   
 AB6294  ___________________________________________________________________
 AB6294  X           -    -685,675.971 (meters)                     COMP
 AB6294  Y           -  -5,334,404.416 (meters)                     COMP
 AB6294  Z           -   3,417,358.908 (meters)                     COMP
 AB6294  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 AB6294  ELLIP HEIGHT-         190.97  (meters)          (03/15/01) GPS OBS
 AB6294  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AB6294
 AB6294  HORZ ORDER  -  FIRST
 AB6294  ELLP ORDER  -  FIFTH     CLASS II
 AB6294
 AB6294.This mark is at Luck Fld (F71) Airport (F71)
 AB6294
 AB6294.The horizontal coordinates were established by GPS observations
 AB6294.and adjusted by the National Geodetic Survey in August 1996..
 AB6294
 AB6294.The orthometric height was determined by GPS observations and a
 AB6294.high-resolution geoid model.
 AB6294
 AB6294.GPS derived orthometric heights for airport stations designated as
 AB6294.PACS or SACS are published to 2 decimal places.  This maintains
 AB6294.centimeter relative accuracy between the PACS and SACS.  It does
 AB6294.not indicate centimeter accuracy relative to other marks which are
 AB6294.part of the NAVD 88 network.
 AB6294
 AB6294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6294
 AB6294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6294
 AB6294.The ellipsoidal height was determined by GPS observations
 AB6294.and is referenced to NAD 83.
 AB6294
 AB6294.The geoid height was determined by GEOID03.
 AB6294
 AB6294;                    North         East     Units Scale Factor Converg.
 AB6294;SPC TXNC     - 2,104,809.384   710,322.158   MT  0.99990264   +0 38 27.9
 AB6294;SPC TXNC     - 6,905,528.79  2,330,448.61   sFT  0.99990264   +0 38 27.9
 AB6294;UTM  14      - 3,608,877.493   657,214.809   MT  0.99990478   +0 54 10.9
 AB6294
 AB6294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6294!SPC TXNC     -   0.99997002  x   0.99990264  =   0.99987266
 AB6294!UTM  14      -   0.99997002  x   0.99990478  =   0.99987480
 AB6294
 AB6294:                Primary Azimuth Mark                     Grid Az
 AB6294:SPC TXNC     -  F71 B                                    173 13 47.0
 AB6294:UTM  14      -  F71 B                                    172 58 04.0
 AB6294
 AB6294|---------------------------------------------------------------------|
 AB6294| PID    Reference Object                     Distance      Geod. Az  |
 AB6294|                                                           dddmmss.s |
 AB6294| AB2797 F71 B                               426.067 METERS 1735214.9 |
 AB6294|---------------------------------------------------------------------|
 AB6294
 AB6294                          SUPERSEDED SURVEY CONTROL
 AB6294
 AB6294  ELLIP H (08/29/96)  191.02   (m)                       GP(       ) 5 2
 AB6294
 AB6294.Superseded values are not recommended for survey control.
 AB6294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6294.See file dsdata.txt to determine how the superseded data were derived.
 AB6294
 AB6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5721508877(NAD 83)
 AB6294_MARKER: I = METAL ROD
 AB6294_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6294_STAMPING: F71 C 1995
 AB6294_MARK LOGO: NGS   
 AB6294_PROJECTION: FLUSH
 AB6294_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6294+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB6294_ROD/PIPE-DEPTH: 3.4  meters
 AB6294_SLEEVE-DEPTH  : 1 meters
 AB6294
 AB6294  HISTORY     - Date     Condition        Report By
 AB6294  HISTORY     - 1995     MONUMENTED       NGS
 AB6294  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AB6294
 AB6294                          STATION DESCRIPTION
 AB6294
 AB6294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6294'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHEAST OF CROWLEY,TX
 AB6294'AT LUCK FIELD AIRPORT.  OWNERSHIP DOROTHY LUCK P.O.BOX 6595 FFORT
 AB6294'WORTH,TX 76115.  AIRPORT MANGER BILL KNIGHT,TELEPHONE NUMBER 817 293
 AB6294'4182,10700 S.  FREEWAY LUCK FIELD AIRPORT,FORT WORTH, TX.  76140.TO
 AB6294'REACH FROM THE JUNCTION OF FM 1187 AND INTERSTATE HWY 35W NORTHBOUND
 AB6294'OVERPASS.  GO NORTH ON THE FRONTAGE ROAD FOR 1.5 MI (2.4 KM) TO STOP
 AB6294'SIGN AT GARDEN CIRCLE DRIVE.  CONTINUE ON FRONTAGE ROAD FOR 1 MI (1.6
 AB6294'KM) TO TURNAROUND.  TAKE TURNAROUND ON TO THE SOUTHBOUND FRONTAGE RD
 AB6294'FOR .85 MI (1.37 KM) TO ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT ON
 AB6294'ROAD FOR .10 MI (0.16 KM) TO FORK.  TAKE RIGHT FORK FOR .10 MI (0.16
 AB6294'KM) TO RUNWAY.  TURN RIGHT ON RUNWAY FOR .35 MI (0.56 KM) TO STATION
 AB6294'ON THE RIGHT IN GRASSY BEYOND END OF THE RUNWAY. THE STATION IS 30.4 M
 AB6294'(99.7 FT) EAST OF THE CORNER OF FENCE.  45.3 M (148.6 FT) WEST OF THE
 AB6294'CORNER OF FENCE.  0.5 M (1.6 FT) SOUTH OF FENCE.  0.4 M (1.3 FT) SOUTH
 AB6294'OF FIBERGLASS WITNESS POST.
 AB6294
 AB6294                          STATION RECOVERY (2004)
 AB6294
 AB6294'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 AB6294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2336 ***********************************************************************
 BL2336  PACS        -  This is a Primary Airport Control Station.
 BL2336  DESIGNATION -  FAA 00R A
 BL2336  PID         -  BL2336
 BL2336  STATE/COUNTY-  TX/POLK
 BL2336  USGS QUAD   -  BLANCHARD (1972)
 BL2336
 BL2336                         *CURRENT SURVEY CONTROL
 BL2336  ___________________________________________________________________
 BL2336* NAD 83(1993)-  30 41 16.92049(N)    095 01 17.84650(W)     ADJUSTED  
 BL2336* NAVD 88     -        45.64   (meters)     149.7    (feet)  GPS OBS   
 BL2336  ___________________________________________________________________
 BL2336  X           -    -480,526.289 (meters)                     COMP
 BL2336  Y           -  -5,468,668.395 (meters)                     COMP
 BL2336  Z           -   3,236,207.834 (meters)                     COMP
 BL2336  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BL2336  ELLIP HEIGHT-          18.18  (meters)          (10/24/00) GPS OBS
 BL2336  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL2336
 BL2336  HORZ ORDER  -  B
 BL2336  ELLP ORDER  -  FOURTH    CLASS II
 BL2336
 BL2336.This mark is at Livingston Muni (00R) Airport (00R)
 BL2336
 BL2336.The horizontal coordinates were established by GPS observations
 BL2336.and adjusted by the National Geodetic Survey in February 1996..
 BL2336
 BL2336.The orthometric height was determined by GPS observations and a
 BL2336.high-resolution geoid model.
 BL2336
 BL2336.GPS derived orthometric heights for airport stations designated as
 BL2336.PACS or SACS are published to 2 decimal places.  This maintains
 BL2336.centimeter relative accuracy between the PACS and SACS.  It does
 BL2336.not indicate centimeter accuracy relative to other marks which are
 BL2336.part of the NAVD 88 network.
 BL2336
 BL2336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2336
 BL2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2336
 BL2336.The ellipsoidal height was determined by GPS observations
 BL2336.and is referenced to NAD 83.
 BL2336
 BL2336.The geoid height was determined by GEOID03.
 BL2336
 BL2336;                    North         East     Units Scale Factor Converg.
 BL2336;SPC TX C     - 3,125,370.905 1,208,688.846   MT  0.99989661   +2 44 09.0
 BL2336;SPC TX C     -10,253,821.04  3,965,506.66   sFT  0.99989661   +2 44 09.0
 BL2336;UTM  15      - 3,396,773.007   306,358.696   MT  1.00006258   -1 01 55.5
 BL2336
 BL2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2336!SPC TX C     -   0.99999715  x   0.99989661  =   0.99989376
 BL2336!UTM  15      -   0.99999715  x   1.00006258  =   1.00005972
 BL2336
 BL2336:                Primary Azimuth Mark                     Grid Az
 BL2336:SPC TX C     -  FAA 00R B                                125 52 37.2
 BL2336:UTM  15      -  FAA 00R B                                129 38 41.7
 BL2336
 BL2336|---------------------------------------------------------------------|
 BL2336| PID    Reference Object                     Distance      Geod. Az  |
 BL2336|                                                           dddmmss.s |
 BL2336| BL2337 FAA 00R B                           APPROX. 0.7 KM 1283646.2 |
 BL2336|---------------------------------------------------------------------|
 BL2336
 BL2336                          SUPERSEDED SURVEY CONTROL
 BL2336
 BL2336  ELLIP H (02/20/96)   18.33   (m)                       GP(       ) 3 2
 BL2336  NAD 83(1993)-  30 41 16.92143(N)    095 01 17.84875(W) AD(       ) 3
 BL2336  ELLIP H (02/16/96)   18.29   (m)                       GP(       ) 5 1
 BL2336  NAD 83(1986)-  30 41 16.93354(N)    095 01 17.83073(W) AD(       ) 3
 BL2336  NGVD 29 (10/18/91)   45.6    (m)          150.     (f) GPS OBS        
 BL2336
 BL2336.Superseded values are not recommended for survey control.
 BL2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2336.See file dsdata.txt to determine how the superseded data were derived.
 BL2336
 BL2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0635996773(NAD 83)
 BL2336_MARKER: I = METAL ROD
 BL2336_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2336_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2336_STAMPING: FAA 00R A 1991
 BL2336_MARK LOGO: NGS   
 BL2336_PROJECTION: FLUSH
 BL2336_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2336+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2004
 BL2336_ROD/PIPE-DEPTH: 22.8 meters
 BL2336_SLEEVE-DEPTH  : 0.91 meters
 BL2336
 BL2336  HISTORY     - Date     Condition        Report By
 BL2336  HISTORY     - 1991     MONUMENTED       NGS
 BL2336  HISTORY     - 19950116 GOOD             NGS
 BL2336  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL2336  HISTORY     - 20040120 GOOD             GEOLS
 BL2336
 BL2336                          STATION DESCRIPTION
 BL2336
 BL2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BL2336'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) EAST OF LIVINGSTON, AT
 BL2336'THE LIVINGSTON MUNICIPAL AIRPORT ON THE SOUTHWEST SIDE OF RUNWAY 12,
 BL2336'SOUTHEAST OF THE TAXIWAY WHICH CROSSES RUNWAY 12 AND NORTHEAST OF THE
 BL2336'NORTHEAST CORNER OF A WOOD FRAME LAKE LIVINGSTON AIR PARK SIGN.
 BL2336'OWNERSHIP--CITY OF LIVINGSTON, 200 WEST CHURCH STREET, LIVINGSTON, TX
 BL2336'77351. PHONE 409-327-4311.  AIRPORT MANAGER IS SAM GORDEN, PHONE
 BL2336'409-327-4311 OR DAN BURROWS, PHONE 409-566-4229.
 BL2336'TO REACH THE STATION FROM THE JUNCTION OF THE NORTH BOUND LANE OF
 BL2336'STATE HIGHWAY 59 (AT EXIT STATE HIGHWAY 190) AND STATE HIGHWAY 190 ON
 BL2336'THE WEST SIDE OF LIVINGSTON, FROM THE END OF THE EXIT RAMP OF STATE
 BL2336'HIGHWAY 59 GO WEST ON STATE HIGHWAY 190 FOR 1.61 KM (1.00 MI) TO THE
 BL2336'JUNCTION OF COUNTY ROAD 350 SOUTH (WITH AIRPORT SIGN) ON THE LEFT.
 BL2336'TURN LEFT, SOUTH-SOUTHWEST, ON COUNTY ROAD 350 FOR 6.92 KM (4.30 MI)
 BL2336'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTHERLY, ON
 BL2336'THE AIRPORT ENTRANCE ROAD FOR 0.48 KM (0.30 MI) TO A TAXIWAY AND
 BL2336'AIRPORT HANGAR AND OFFICE STRAIGHT AHEAD.  TURN RIGHT, SOUTHWEST, ON
 BL2336'THE TAXIWAY TO THE JUNCTION OF THE END OF RUNWAY 12.  CONTINUE
 BL2336'SOUTHWEST ACROSS THE RUNWAY AND ONTO THE TAXIWAY.  CONTINUE AHEAD ON
 BL2336'THE TAXIWAY FOR ABOUT 30.48 M (100.00 FT) TO THE STATION ON THE LEFT.
 BL2336'THE STATION IS LOCATED 48.8 M (160.1 FT) SOUTHWEST OF THE CENTER OF
 BL2336'RUNWAY 12, 14.3 M (46.9 FT) NORTHEAST OF THE NORTH CORNER OF A WOOD
 BL2336'FRAME LAKE LIVINGSTON AIR PARK SIGN, 13.0 M (42.7 FT) SOUTHEAST OF
 BL2336'THE CENTER OF THE TAXIWAY, 8.6 M (28.2 FT) SOUTH OF THE SOUTHEAST END
 BL2336'OF THE SOUTHWEST ONE OF TWO METAL PIPE CULVERTS UNDER THE TAXIWAY AND
 BL2336'0.3 M (1.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 BL2336
 BL2336                          STATION RECOVERY (1995)
 BL2336
 BL2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 BL2336'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF LIVINGSTON AT THE
 BL2336'LIVINGSTON MUNICIPAL AIRPORT ON THE SOUTHWEST SIDE OF RUNWAY 12
 BL2336'SOUTHEAST OF THE TAXIWAY WHICH CROSSES RUNWAY 12 AND NORTHEAST OF THE
 BL2336'NORTHEAST CORNER OF A WOOD FRAME LAKE LIVINGSTON AIRPARK SIGN.
 BL2336'OWNERSHIP--CITY OF LIVINGSTON, 200 WEST CHURCH STREET, LIVINGSTON, TX
 BL2336'77351.  PHONE (409) 327-4311.  AIRPORT MANAGER IS SAM GORDEN PHONE
 BL2336'(409) 327-4311 OR DAN BURROWS (409) 566-4229.  TO REACH THE STATION
 BL2336'FROM THE JUNCTION OF NORTHBOUND LANE OF STATE HIGHWAY 59 (AT EXIT FOR
 BL2336'STATE HIGHWAY 190) AND STATE HIGHWAY 190, ON THE WEST SIDE OF
 BL2336'LIVINGSTON, FROM THE END OF THE EXIT RAMP OF STATE HIGHWAY 59, GO WEST
 BL2336'ON STATE HIGHWAY 190 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF COUNTY
 BL2336'ROAD 350 SOUTH ON THE LEFT.  TURN LEFT, SOUTH-SOUTHWEST, ON COUNTY
 BL2336'ROAD 350 FOR 4.1 MI (6.6 KM) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.
 BL2336'TURN LEFT AND PROCEED SOUTHERLY ON THE AIRPORT ENTRANCE ROAD FOR 0.3
 BL2336'MI (0.5 KM) TO A TAXIWAY AND AIRPORT OFFICE AND HANGAR STRAIGHT AHEAD.
 BL2336'TURN RIGHT, SOUTHWEST, ON THE TAXIWAY TO THE JUNCTION OF RUNWAY 12.
 BL2336'CONTINUE SOUTHWEST ACROSS THE RUNWAY TO THE TAXIWAY AHEAD.  CONTINUE
 BL2336'APPROXIMATELY 100 FT (30.5 M) TO THE STATION ON THE LEFT.  THE STATION
 BL2336'IS 48.8 M (160.1 FT) SOUTHWEST OF CENTERLINE RUNWAY 12, 14.3 M (46.9
 BL2336'FT) NORTHEAST OF THE NORTH CORNER OF A WOOD FRAME LAKE LIVINGSTON
 BL2336'AIRPARK SIGN, 13.0 M (42.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 BL2336'TAXIWAY, 8.6 M (28.2 FT) SOUTH OF THE SOUTHWEST ONE OF TWO METAL PIPE
 BL2336'CULVERTS THAT PASS UNDER THE TAXIWAY.  THE WITNESS POST HAS BEEN
 BL2336'DESTROYED.  THIS IS A PAC STATION.
 BL2336
 BL2336                          STATION RECOVERY (1997)
 BL2336
 BL2336'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2336'MARK NOT FOUND.
 BL2336
 BL2336                          STATION RECOVERY (2004)
 BL2336
 BL2336'RECOVERY NOTE BY GEOPHYSICAL LAND SERVICES 2004 (RAB)
 BL2336'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2337 ***********************************************************************
 BL2337  SACS        -  This is a Secondary Airport Control Station.
 BL2337  DESIGNATION -  FAA 00R B
 BL2337  PID         -  BL2337
 BL2337  STATE/COUNTY-  TX/POLK
 BL2337  USGS QUAD   -  BLANCHARD (1972)
 BL2337
 BL2337                         *CURRENT SURVEY CONTROL
 BL2337  ___________________________________________________________________
 BL2337* NAD 83(1993)-  30 41 03.69540(N)    095 00 58.68752(W)     ADJUSTED  
 BL2337* NAVD 88     -        45.28   (meters)     148.6    (feet)  GPS OBS   
 BL2337  ___________________________________________________________________
 BL2337  X           -    -480,036.485 (meters)                     COMP
 BL2337  Y           -  -5,468,919.868 (meters)                     COMP
 BL2337  Z           -   3,235,857.475 (meters)                     COMP
 BL2337  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BL2337  ELLIP HEIGHT-          17.96  (meters)          (05/01/97) GPS OBS
 BL2337  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL2337
 BL2337  HORZ ORDER  -  FIRST
 BL2337  ELLP ORDER  -  THIRD     CLASS II
 BL2337
 BL2337.This mark is at Livingston Muni (00R) Airport (00R)
 BL2337
 BL2337.The horizontal coordinates were established by GPS observations
 BL2337.and adjusted by the National Geodetic Survey in May 1997..
 BL2337
 BL2337.The orthometric height was determined by GPS observations and a
 BL2337.high-resolution geoid model.
 BL2337
 BL2337.GPS derived orthometric heights for airport stations designated as
 BL2337.PACS or SACS are published to 2 decimal places.  This maintains
 BL2337.centimeter relative accuracy between the PACS and SACS.  It does
 BL2337.not indicate centimeter accuracy relative to other marks which are
 BL2337.part of the NAVD 88 network.
 BL2337
 BL2337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2337
 BL2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2337
 BL2337.The ellipsoidal height was determined by GPS observations
 BL2337.and is referenced to NAD 83.
 BL2337
 BL2337.The geoid height was determined by GEOID03.
 BL2337
 BL2337;                    North         East     Units Scale Factor Converg.
 BL2337;SPC TX C     - 3,124,988.486 1,209,217.583   MT  0.99989696   +2 44 18.9
 BL2337;SPC TX C     -10,252,566.39  3,967,241.35   sFT  0.99989696   +2 44 18.9
 BL2337;UTM  15      - 3,396,356.601   306,861.243   MT  1.00006018   -1 01 45.3
 BL2337
 BL2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2337!SPC TX C     -   0.99999718  x   0.99989696  =   0.99989414
 BL2337!UTM  15      -   0.99999718  x   1.00006018  =   1.00005736
 BL2337
 BL2337:                Primary Azimuth Mark                     Grid Az
 BL2337:SPC TX C     -  FAA 00R A                                305 52 37.1
 BL2337:UTM  15      -  FAA 00R A                                309 38 41.3
 BL2337
 BL2337|---------------------------------------------------------------------|
 BL2337| PID    Reference Object                     Distance      Geod. Az  |
 BL2337|                                                           dddmmss.s |
 BL2337| BL2336 FAA 00R A                           APPROX. 0.7 KM 3083656.0 |
 BL2337|---------------------------------------------------------------------|
 BL2337
 BL2337                          SUPERSEDED SURVEY CONTROL
 BL2337
 BL2337  NAD 83(1993)-  30 41 03.69613(N)    095 00 58.68945(W) AD(       ) 3
 BL2337  NAD 83(1986)-  30 41 03.70823(N)    095 00 58.67142(W) AD(       ) 3
 BL2337  NGVD 29 (10/18/91)   45.2    (m)          148.     (f) GPS OBS        
 BL2337
 BL2337.Superseded values are not recommended for survey control.
 BL2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2337.See file dsdata.txt to determine how the superseded data were derived.
 BL2337
 BL2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0686196357(NAD 83)
 BL2337_MARKER: I = METAL ROD
 BL2337_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2337_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2337_STAMPING: FAA 00R B 1991
 BL2337_MARK LOGO: NGS   
 BL2337_PROJECTION: RECESSED 8 CENTIMETERS
 BL2337_MAGNETIC: I = MARKER IS A STEEL ROD
 BL2337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2337+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1995
 BL2337_ROD/PIPE-DEPTH: 22.8 meters
 BL2337_SLEEVE-DEPTH  : 0.91 meters
 BL2337
 BL2337  HISTORY     - Date     Condition        Report By
 BL2337  HISTORY     - 1991     MONUMENTED       NGS
 BL2337  HISTORY     - 19950116 GOOD             NGS
 BL2337
 BL2337                          STATION DESCRIPTION
 BL2337
 BL2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BL2337'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) EAST OF LIVINGSTON, AT
 BL2337'THE LIVINGSTON MUNICIPAL AIRPORT, ON THE SOUTHWEST SIDE OF RUNWAY 30
 BL2337'AND 0.72 KM (0.45 MI) SOUTHEAST OF THE JUNCTION OF THE TAXIWAY
 BL2337'CROSSING RUNWAY 12. OWNERSHIP--CITY OF LIVINGSTON, 200 WEST CHURCH
 BL2337'STREET, LIVINGSTON, TX 77351.  PHONE 409-327-4311. AIRPORT MANAGER IS
 BL2337'SAM GORDEN, PHONE 409-327-4311 OR DAN BURROWS, PHONE 409-566-4229.
 BL2337'TO REACH THE STATION FROM THE JUNCTION OF THE NORTH BOUND STATE
 BL2337'HIGHWAY 59 EXIT RAMP FOR STATE HIGHWAY 190 ON THE WEST SIDE OF
 BL2337'LIVINGSTON, GO WEST ON STATE HIGHWAY 190 FOR 1.61 KM (1.00 MI) TO THE
 BL2337'JUNCTION OF COUNTY ROAD 350 SOUTH (WITH AIRPORT SIGN) ON THE LEFT.
 BL2337'TURN LEFT, SOUTH-SOUTHWEST, ON COUNTY ROAD 350 FOR 6.92 KM (4.30 MI)
 BL2337'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTHERLY, ON
 BL2337'THE AIRPORT ENTRANCE ROAD FOR 0.48 KM (0.30 MI) TO A TAXIWAY AND
 BL2337'AIRPORT HANGAR AND OFFICE STRAIGHT AHEAD.  TURN RIGHT, SOUTHWEST, ON
 BL2337'THE TAXIWAY TO THE JUNCTION OF THE END OF RUNWAY 12.  TURN LEFT,
 BL2337'SOUTHEAST, ONTO THE RUNWAY AND GO 0.72 KM (0.45 MI) TO THE STATION ON
 BL2337'THE RIGHT SOUTHWEST OF A RUNWAY LIGHT .
 BL2337'THE STATION IS LOCATED 24.6 M (80.7 FT) SOUTHWEST OF THE CENTER OF
 BL2337'RUNWAY 30, 14.7 M (48.2 FT) NORTHEAST OF THE NORTHEAST SIDE OF A
 BL2337'DITCH, 11.6 M (38.1 FT) SOUTHWEST OF A RUNWAY LIGHT, AND 0.3 M
 BL2337'(1.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 BL2337
 BL2337                          STATION RECOVERY (1995)
 BL2337
 BL2337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 BL2337'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF LIVINGSTON AT THE
 BL2337'LIVINGSTON MUNICIPAL AIRPORT ON THE SOUTHWEST SIDE OF RUNWAY 12-30
 BL2337'NEAR MIDFIELD.  OWNERSHIP--CITY OF LIVINGSTON, 200 WEST CHURCH STREET,
 BL2337'LIVINGSTON, TX 77351.  PHONE (409) 327-4311.  AIRPORT MANAGER IS SAM
 BL2337'GORDEN PHONE (409) 327-4311 OR DAN BURROWS (409) 566-4229.  TO REACH
 BL2337'THE STATION FROM THE JUNCTION OF NORTHBOUND LANE OF STATE HIGHWAY 59
 BL2337'(AT EXIT FOR STATE HIGHWAY 190) AND STATE HIGHWAY 190, ON THE WEST
 BL2337'SIDE OF LIVINGSTON, FROM THE END OF THE EXIT RAMP OF STATE HIGHWAY 59,
 BL2337'GO WEST ON STATE HIGHWAY 190 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF
 BL2337'COUNTY ROAD 350 SOUTH ON THE LEFT.  TURN LEFT, SOUTH-SOUTHWEST, ON
 BL2337'COUNTY ROAD 350 FOR 4.1 MI (6.6 KM) TO THE AIRPORT ENTRANCE ROAD ON
 BL2337'THE LEFT.  TURN LEFT AND PROCEED SOUTHERLY ON THE AIRPORT ENTRANCE
 BL2337'ROAD FOR 0.3 MI (0.5 KM) TO A TAXIWAY AND AIRPORT OFFICE AND HANGAR
 BL2337'STRAIGHT AHEAD.  TURN RIGHT, SOUTHWEST, ON THE TAXIWAY TO THE JUNCTION
 BL2337'OF RUNWAY 12.  TURN LEFT, SOUTHEAST, ON TO THE RUNWAY AND PROCEED FOR
 BL2337'0.45 MI (0.72 KM) SOUTHEAST ON THE RUNWAY TO THE STATION ON THE RIGHT.
 BL2337'THE STATION IS 24.6 M (80.7 FT) SOUTHWEST OF CENTERLINE RUNWAY 12-30,
 BL2337'14.7 M (48.2 FT) NORTHEAST OF THE NORTHEAST SIDE OF A DRAINAGE DITCH,
 BL2337'11.6 M (38.1 FT) SOUTHWEST OF THE 6TH RUNWAY LIGHT NORTHWEST OF RUNWAY
 BL2337'END 30.  WITNESS POST HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2798 ***********************************************************************
 AB2798  PACS        -  This is a Primary Airport Control Station.
 AB2798  DESIGNATION -  FAA 07F A 1994
 AB2798  PID         -  AB2798
 AB2798  STATE/COUNTY-  TX/GREGG
 AB2798  USGS QUAD   -  GLADEWATER (1960)
 AB2798
 AB2798                         *CURRENT SURVEY CONTROL
 AB2798  ___________________________________________________________________
 AB2798* NAD 83(1993)-  32 31 34.13033(N)    094 57 56.79070(W)     ADJUSTED  
 AB2798* NAVD 88     -        87.46   (meters)     286.9    (feet)  GPS OBS   
 AB2798  ___________________________________________________________________
 AB2798  X           -    -465,953.000 (meters)                     COMP
 AB2798  Y           -  -5,362,760.154 (meters)                     COMP
 AB2798  Z           -   3,409,801.155 (meters)                     COMP
 AB2798  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AB2798  ELLIP HEIGHT-          61.04  (meters)          (10/24/00) GPS OBS
 AB2798  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AB2798
 AB2798  HORZ ORDER  -  B
 AB2798  ELLP ORDER  -  FOURTH    CLASS II
 AB2798
 AB2798.This mark is at Gladewater Muni (07F) Airport (07F)
 AB2798
 AB2798.The horizontal coordinates were established by GPS observations
 AB2798.and adjusted by the National Geodetic Survey in February 1996..
 AB2798
 AB2798.The orthometric height was determined by GPS observations and a
 AB2798.high-resolution geoid model.
 AB2798
 AB2798.GPS derived orthometric heights for airport stations designated as
 AB2798.PACS or SACS are published to 2 decimal places.  This maintains
 AB2798.centimeter relative accuracy between the PACS and SACS.  It does
 AB2798.not indicate centimeter accuracy relative to other marks which are
 AB2798.part of the NAVD 88 network.
 AB2798
 AB2798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2798
 AB2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2798
 AB2798.The ellipsoidal height was determined by GPS observations
 AB2798.and is referenced to NAD 83.
 AB2798
 AB2798.The geoid height was determined by GEOID03.
 AB2798
 AB2798;                    North         East     Units Scale Factor Converg.
 AB2798;SPC TXNC     - 2,100,892.626   931,947.812   MT  0.99991439   +1 55 39.2
 AB2798;SPC TXNC     - 6,892,678.56  3,057,565.45   sFT  0.99991439   +1 55 39.2
 AB2798;UTM  15      - 3,600,460.932   315,374.764   MT  1.00002034   -1 03 26.2
 AB2798
 AB2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2798!SPC TXNC     -   0.99999042  x   0.99991439  =   0.99990481
 AB2798!UTM  15      -   0.99999042  x   1.00002034  =   1.00001076
 AB2798
 AB2798                          SUPERSEDED SURVEY CONTROL
 AB2798
 AB2798  ELLIP H (02/20/96)   61.09   (m)                       GP(       ) 1 1
 AB2798
 AB2798.Superseded values are not recommended for survey control.
 AB2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2798.See file dsdata.txt to determine how the superseded data were derived.
 AB2798
 AB2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1537500461(NAD 83)
 AB2798_MARKER: I = METAL ROD
 AB2798_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2798_STAMPING: FAA 07F A 1994
 AB2798_MARK LOGO: NGS   
 AB2798_PROJECTION: FLUSH
 AB2798_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2798+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2798_ROD/PIPE-DEPTH: 8.4  meters
 AB2798_SLEEVE-DEPTH  : 0.90 meters
 AB2798
 AB2798  HISTORY     - Date     Condition        Report By
 AB2798  HISTORY     - 1994     MONUMENTED       NGS
 AB2798  HISTORY     - 20040605 GOOD             USPSQD
 AB2798
 AB2798                          STATION DESCRIPTION
 AB2798
 AB2798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2798'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF GLADEWATER
 AB2798'AT THE GLADEWATER MUNICIPAL AIRPORT, IN GRASS ADJACENT TO A DRAINAGE
 AB2798'DITCH IN THE SOUTHEAST CORNER OF THE AIRFIELD AND ALONG THE ENTRANCE
 AB2798'ROAD.  OWNERSHIP--CITY OF GLADEWATER, C/O SHARON JOHNSON, P.O.  BOX
 AB2798'551, GLADEWATER, TX 75647.  PHONE 903-845-2196.  TO REACH FROM THE
 AB2798'JUNCTION OF U.S.  HIGHWAY 271 AND STATE HIGHWAY 135, ABOUT 3 KM (1.85
 AB2798'MI) SOUTHWEST OF GLADEWATER, GO NORTHEAST ON HIGHWAY 271 FOR 0.6 KM
 AB2798'(0.35 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH,
 AB2798'ON ENTRANCE ROAD FOR 0.07 KM (0.05 MI) TO THE STATION ON THE LEFT.
 AB2798'THE STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 AB2798'IN A GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AB2798'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AB2798'IS 74.1 M (243.1 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 37.2 M
 AB2798'(122.0 FT) NORTHWEST OF THE NORTH LEG OF THE AIRPORT SIGN, ABOUT 15 M
 AB2798'(49.2 FT) SOUTHEAST OF THE DITCH, 12.1 M (39.7 FT) SOUTHWEST OF THE
 AB2798'CENTER OF THE ENTRANCE ROAD, AND 1.0 M (3.3 FT) NORTHEAST OF A
 AB2798'FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG
 AB2798
 AB2798                          STATION RECOVERY (2004)
 AB2798
 AB2798'RECOVERY NOTE BY US POWER SQUADRON 2004 (JBL)
 AB2798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0623 ***********************************************************************
 CE0623  DESIGNATION -  FAA 1
 CE0623  PID         -  CE0623
 CE0623  STATE/COUNTY-  TX/EL PASO
 CE0623  USGS QUAD   -  EL PASO (1997)
 CE0623
 CE0623                         *CURRENT SURVEY CONTROL
 CE0623  ___________________________________________________________________
 CE0623* NAD 83(1993)-  31 51 49.49250(N)    106 29 27.75049(W)     ADJUSTED  
 CE0623* NAVD 88     -      2054.6    (meters)    6741.     (feet)  VERTCON   
 CE0623  ___________________________________________________________________
 CE0623  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CE0623  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CE0623
 CE0623  HORZ ORDER  -  SECOND
 CE0623
 CE0623.The horizontal coordinates were established by classical geodetic methods
 CE0623.and adjusted by the National Geodetic Survey in February 1996..
 CE0623
 CE0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0623
 CE0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0623
 CE0623.The geoid height was determined by GEOID03.
 CE0623
 CE0623;                    North         East     Units Scale Factor Converg.
 CE0623;SPC TX C     - 3,259,692.487   117,580.543   MT  0.99999480   -3 10 17.7
 CE0623;SPC TX C     -10,694,507.77    385,762.16   sFT  0.99999480   -3 10 17.7
 CE0623;UTM  13      - 3,526,302.352   358,948.160   MT  0.99984537   -0 47 14.1
 CE0623
 CE0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0623!SPC TX C     -   0.99968123  x   0.99999480  =   0.99967604
 CE0623!UTM  13      -   0.99968123  x   0.99984537  =   0.99952665
 CE0623
 CE0623:                Primary Azimuth Mark                     Grid Az
 CE0623:SPC TX C     -  EL PASO TV TOWER KCIK                    181 16 46.0
 CE0623:UTM  13      -  EL PASO TV TOWER KCIK                    178 53 42.4
 CE0623
 CE0623|---------------------------------------------------------------------|
 CE0623| PID    Reference Object                     Distance      Geod. Az  |
 CE0623|                                                           dddmmss.s |
 CE0623| CE0622 EL PASO TV TOWER KCIK               APPROX. 5.4 KM 1780628.3 |
 CE0623| CE0688 NW ELP 3                            APPROX. 6.7 KM 2675653.5 |
 CE0623|---------------------------------------------------------------------|
 CE0623
 CE0623                          SUPERSEDED SURVEY CONTROL
 CE0623
 CE0623  NAD 83(1993)-  31 51 49.49292(N)    106 29 27.75026(W) AD(       ) 2
 CE0623  NAD 83(1986)-  31 51 49.49621(N)    106 29 27.74986(W) AD(       ) 2
 CE0623  NAD 27      -  31 51 49.11944(N)    106 29 25.79877(W) AD(       ) 2
 CE0623  NGVD 29 (07/19/86) 2054.0    (m)         6739.     (f) VERT ANG       
 CE0623
 CE0623.Superseded values are not recommended for survey control.
 CE0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0623.See file dsdata.txt to determine how the superseded data were derived.
 CE0623
 CE0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5894826302(NAD 83)
 CE0623_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0623_SETTING: 66 = SET IN ROCK OUTCROP
 CE0623_SP_SET: SET IN BEDROCK
 CE0623_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0623+STABILITY: POSITION/ELEVATION WELL
 CE0623
 CE0623  HISTORY     - Date     Condition        Report By
 CE0623  HISTORY     - 1981     MONUMENTED       TX2190
 CE0623
 CE0623                          STATION DESCRIPTION
 CE0623
 CE0623'DESCRIBED BY CITY OF EL PASO TEXAS 1981 (DCF)
 CE0623'THE STATION IS LOCATED ABOUT 15.3 KM (9-1/2 MI) SOUTH OF
 CE0623'THE STATE LINE, 12.1 KM (7-1/2 MI) NORTH OF DOWNTOWN
 CE0623'EL PASO, 11.3 KM (7 MI) NORTHWEST OF THE INTERNATIONAL
 CE0623'AIRPORT, AND ON TOP OF SOUTH FRANKLIN MOUNTAIN.
 CE0623'OWNERSHIP--FEDERAL AVIATION AGENCY, 6795 CONVAIR ROAD,
 CE0623'EL PASO, TX 79925, TELEPHONE NUMBER 915-755-7727,
 CE0623'PERMISSION FROM MR. MIKE BLACKMAN, TELEPHONE
 CE0623'NUMBER 915-543-7727.
 CE0623'
 CE0623'TO REACH THE STATION FROM THE INTERSECTION OF MAGNETIC
 CE0623'STREET AND EDGAR PARK AVENUE IN NORTHEAST EL PASO, GO
 CE0623'WEST ON EDGAR PARK AVENUE FOR 0.4 KM (0.3 MI) TO
 CE0623'THE END OF THE PAVEMENT.  CONTINUE AHEAD ON A WINDING
 CE0623'DIRT ROAD FOR 0.4 KM (0.3 MI) TO A FORK.  KEEP LEFT AND
 CE0623'CONTINUE WESTERLY FOR 0.7 KM (0.5 MI) TO A DIRT CROSSROAD.
 CE0623'TURN LEFT AND FOLLOW THE WINDING DIRT ROAD FOR 0.9 KM
 CE0623'(0.6 MI) TO A CROSSROAD.  CONTINUE AHEAD ON THE MAIN DIRT
 CE0623'ROAD FOR 1.7 KM (1.1 MI) TO THE END OF TRUCK TRAVEL AND THE
 CE0623'FAA TRAMWAY, AT THE BASE OF SOUTH FRANKLIN MOUNTAIN.  TAKE
 CE0623'THE TRAMWAY TO THE TOP OF THE MOUNTAIN.  FROM HERE PACK
 CE0623'NORTH ON A CATWALK FOR 30 METERS (100 FEET) TO A PAVED
 CE0623'WALKWAY, SOUTH.  TURN SHARP LEFT AND GO SOUTH FOR 60 METERS
 CE0623'(200 FEET) TO A SMALL BUILDING AND THE STATION ON A SMALL
 CE0623'KNOLL, ON THE LEFT.
 CE0623'
 CE0623'THE STATION IS A STANDARD C OF EL PASO DISK
 CE0623'STAMPED---FAA 1 EPGS 1981---,
 CE0623'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 CE0623'14.6 METERS (47.7 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 CE0623'THE BUILDING,
 CE0623'9.5 METERS (31.1 FT) NORTH-NORTHEAST FROM THE NORTHEAST LEG OF
 CE0623'THE CENTER TOWER,
 CE0623'7.7 METERS (25.9 FT) SOUTHEAST FROM THE SOUTHEAST LEG OF THE
 CE0623'NORTH TOWER, AND
 CE0623'1.8 METERS (6.0 FT) WEST FROM THE DROP OFF.
 CE0623'
 CE0623'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2799 ***********************************************************************
 AB2799  PACS        -  This is a Primary Airport Control Station.
 AB2799  DESIGNATION -  FAA 4F2 A 1994
 AB2799  PID         -  AB2799
 AB2799  STATE/COUNTY-  TX/PANOLA
 AB2799  USGS QUAD   -  CARTHAGE (1983)
 AB2799
 AB2799                         *CURRENT SURVEY CONTROL
 AB2799  ___________________________________________________________________
 AB2799* NAD 83(1993)-  32 10 07.94487(N)    094 17 50.51864(W)     ADJUSTED  
 AB2799* NAVD 88     -        74.42   (meters)     244.2    (feet)  GPS OBS   
 AB2799  ___________________________________________________________________
 AB2799  X           -    -404,948.746 (meters)                     COMP
 AB2799  Y           -  -5,388,958.962 (meters)                     COMP
 AB2799  Z           -   3,376,323.084 (meters)                     COMP
 AB2799  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AB2799  ELLIP HEIGHT-          48.20  (meters)          (10/24/00) GPS OBS
 AB2799  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AB2799
 AB2799  HORZ ORDER  -  B
 AB2799  ELLP ORDER  -  FOURTH    CLASS II
 AB2799
 AB2799.This mark is at Panola Co-Sharpe Fld (4F2) Airport (4F2)
 AB2799
 AB2799.The horizontal coordinates were established by GPS observations
 AB2799.and adjusted by the National Geodetic Survey in February 1996..
 AB2799
 AB2799.The orthometric height was determined by GPS observations and a
 AB2799.high-resolution geoid model.
 AB2799
 AB2799.GPS derived orthometric heights for airport stations designated as
 AB2799.PACS or SACS are published to 2 decimal places.  This maintains
 AB2799.centimeter relative accuracy between the PACS and SACS.  It does
 AB2799.not indicate centimeter accuracy relative to other marks which are
 AB2799.part of the NAVD 88 network.
 AB2799
 AB2799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2799
 AB2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2799
 AB2799.The ellipsoidal height was determined by GPS observations
 AB2799.and is referenced to NAD 83.
 AB2799
 AB2799.The geoid height was determined by GEOID03.
 AB2799
 AB2799;                    North         East     Units Scale Factor Converg.
 AB2799;SPC TXNC     - 2,063,618.870   996,280.929   MT  0.99999035   +2 17 31.5
 AB2799;SPC TXNC     - 6,770,389.58  3,268,631.68   sFT  0.99999035   +2 17 31.5
 AB2799;UTM  15      - 3,559,891.723   377,677.394   MT  0.99978452   -0 41 27.0
 AB2799
 AB2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2799!SPC TXNC     -   0.99999243  x   0.99999035  =   0.99998278
 AB2799!UTM  15      -   0.99999243  x   0.99978452  =   0.99977695
 AB2799
 AB2799:                Primary Azimuth Mark                     Grid Az
 AB2799:SPC TXNC     -  CARTPORT                                 354 59 25.9
 AB2799:UTM  15      -  CARTPORT                                 357 58 24.4
 AB2799
 AB2799|---------------------------------------------------------------------|
 AB2799| PID    Reference Object                     Distance      Geod. Az  |
 AB2799|                                                           dddmmss.s |
 AB2799| CR1356 CARTPORT                            APPROX. 0.5 KM 3571657.4 |
 AB2799|---------------------------------------------------------------------|
 AB2799
 AB2799                          SUPERSEDED SURVEY CONTROL
 AB2799
 AB2799  ELLIP H (02/20/96)   48.26   (m)                       GP(       ) 1 1
 AB2799
 AB2799.Superseded values are not recommended for survey control.
 AB2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2799.See file dsdata.txt to determine how the superseded data were derived.
 AB2799
 AB2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7767759892(NAD 83)
 AB2799_MARKER: I = METAL ROD
 AB2799_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2799_STAMPING: FAA 4F2 A 1994
 AB2799_MARK LOGO: NGS   
 AB2799_PROJECTION: FLUSH
 AB2799_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2799+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2799_ROD/PIPE-DEPTH: 10.4 meters
 AB2799_SLEEVE-DEPTH  : 0.90 meters
 AB2799
 AB2799  HISTORY     - Date     Condition        Report By
 AB2799  HISTORY     - 1994     MONUMENTED       NGS
 AB2799  HISTORY     - 19980819 GOOD             TXDOT
 AB2799
 AB2799                          STATION DESCRIPTION
 AB2799
 AB2799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2799'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHEAST OF CARTHAGE AT
 AB2799'THE CARTHAGE-PANOLA COUNTY-SHARPE FIELD, IN GRASS JUST INSIDE THE
 AB2799'PERIMETER FENCE NEAR THE SOUTHEAST CORNER OF THE AIRFIELD, AND
 AB2799'ADJACENT TO A TRAILER.  OWNERSHIP--PANOLA COUNTY, RT.  2 BOX 71,
 AB2799'CARTHAGE, TX 75633.  PHONE 903-693-7856.  AIRPORT MANAGER IS JOE
 AB2799'MOSIER.  CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS
 AB2799'STATION AND TO BE SURE THE GATE IS UNLOCKED.  TO REACH THE STATION
 AB2799'FROM THE UNDERPASS AT THE JUNCTION OF U.S.  HIGHWAYS 59 AND 79 AT THE
 AB2799'NORTHEAST SIDE OF CARTHAGE, GO NORTHEAST ON HIGHWAY 79 FOR 2.51 KM
 AB2799'(1.55 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH,
 AB2799'ON ENTRANCE ROAD FOR 0.41 KM (0.25 MI) TO A GATE.  PASS THROUGH GATE,
 AB2799'TURN LEFT, WEST, ACROSS THE APRON FOR 50 M (164.0 FT) TO A TAXIWAY.
 AB2799'TURN LEFT, SOUTH, ALONG THE TAXIWAY FOR 0.28 KM (0.15 MI) TO THE SOUTH
 AB2799'END OF THE TAXIWAY.  CONTINUE AHEAD, SOUTH, ACROSS GRASS FOR 0.14 KM
 AB2799'(0.10 MI) TO THE PERIMETER FENCE AND THE STATION.  THE STATION IS A
 AB2799'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED
 AB2799'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AB2799'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 57.1 M (187.3
 AB2799'FT) SOUTHWEST OF THE SOUTH ONE OF TWO CORNER POSTS IN THE PERIMETER
 AB2799'FENCE, 37.1 M (121.7 FT) NORTHEAST OF A PIPELINE VENT PIPE PROJECTING
 AB2799'2 M, (6.6 FT) 24.8 M (81.4 FT) NORTHWEST OF THE CENTER OF HIGHWAY 79,
 AB2799'AND 1.6 M (5.2 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN THE
 AB2799'PERIMETER FENCE.  DESCRIBED BY D.G.  AUG
 AB2799
 AB2799                          STATION RECOVERY (1998)
 AB2799
 AB2799'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 AB2799'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0981 ***********************************************************************
 DO0981  SACS        -  This is a Secondary Airport Control Station.
 DO0981  DESIGNATION -  FAA 60F A
 DO0981  PID         -  DO0981
 DO0981  STATE/COUNTY-  TX/BAYLOR
 DO0981  USGS QUAD   -  SOUTHWEST LAKE KEMP (1966)
 DO0981
 DO0981                         *CURRENT SURVEY CONTROL
 DO0981  ___________________________________________________________________
 DO0981* NAD 83(1993)-  33 38 48.92632(N)    099 15 39.51951(W)     ADJUSTED  
 DO0981* NAVD 88     -       408.50   (meters)    1340.2    (feet)  GPS OBS   
 DO0981  ___________________________________________________________________
 DO0981  X           -    -855,412.048 (meters)                     COMP
 DO0981  Y           -  -5,246,091.326 (meters)                     COMP
 DO0981  Z           -   3,514,122.439 (meters)                     COMP
 DO0981  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DO0981  ELLIP HEIGHT-         380.22  (meters)          (06/19/01) GPS OBS
 DO0981  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DO0981
 DO0981  HORZ ORDER  -  FIRST
 DO0981  ELLP ORDER  -  THIRD     CLASS II
 DO0981
 DO0981.This mark is at Seymore Muni (60F) Airport (60F)
 DO0981
 DO0981.The horizontal coordinates were established by GPS observations
 DO0981.and adjusted by the National Geodetic Survey in October 1996..
 DO0981
 DO0981.The orthometric height was determined by GPS observations and a
 DO0981.high-resolution geoid model.
 DO0981
 DO0981.GPS derived orthometric heights for airport stations designated as
 DO0981.PACS or SACS are published to 2 decimal places.  This maintains
 DO0981.centimeter relative accuracy between the PACS and SACS.  It does
 DO0981.not indicate centimeter accuracy relative to other marks which are
 DO0981.part of the NAVD 88 network.
 DO0981
 DO0981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0981
 DO0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0981
 DO0981.The ellipsoidal height was determined by GPS observations
 DO0981.and is referenced to NAD 83.
 DO0981
 DO0981.The geoid height was determined by GEOID03.
 DO0981
 DO0981;                    North         East     Units Scale Factor Converg.
 DO0981;SPC TXNC     - 2,219,851.088   529,413.521   MT  0.99992646   -0 24 54.1
 DO0981;SPC TXNC     - 7,282,961.44  1,736,917.53   sFT  0.99992646   -0 24 54.1
 DO0981;UTM  14      - 3,723,039.269   475,799.993   MT  0.99960722   -0 08 40.6
 DO0981
 DO0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0981!SPC TXNC     -   0.99994031  x   0.99992646  =   0.99986678
 DO0981!UTM  14      -   0.99994031  x   0.99960722  =   0.99954756
 DO0981
 DO0981:                Primary Azimuth Mark                     Grid Az
 DO0981:SPC TXNC     -  FAA 60F B                                000 37 27.2
 DO0981:UTM  14      -  FAA 60F B                                000 21 13.7
 DO0981
 DO0981|---------------------------------------------------------------------|
 DO0981| PID    Reference Object                     Distance      Geod. Az  |
 DO0981|                                                           dddmmss.s |
 DO0981| DO0982 FAA 60F B                           APPROX. 0.5 KM 0001233.1 |
 DO0981|---------------------------------------------------------------------|
 DO0981
 DO0981                          SUPERSEDED SURVEY CONTROL
 DO0981
 DO0981  ELLIP H (10/11/96)  380.26   (m)                       GP(       ) 3 2
 DO0981  NAD 83(1993)-  33 38 48.92593(N)    099 15 39.51794(W) AD(       ) 3
 DO0981  ELLIP H (02/16/96)  380.32   (m)                       GP(       ) 5 1
 DO0981  NAD 83(1993)-  33 38 48.92595(N)    099 15 39.51795(W) AD(       ) 3
 DO0981  NAD 83(1986)-  33 38 48.93482(N)    099 15 39.51030(W) AD(       ) 3
 DO0981  NGVD 29 (10/18/91)  408.4    (m)         1340.     (f) GPS OBS        
 DO0981
 DO0981.Superseded values are not recommended for survey control.
 DO0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0981.See file dsdata.txt to determine how the superseded data were derived.
 DO0981
 DO0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7580023039(NAD 83)
 DO0981_MARKER: I = METAL ROD
 DO0981_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO0981_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DO0981_STAMPING: FAA 60F A 1991
 DO0981_MARK LOGO: NGS   
 DO0981_PROJECTION: FLUSH
 DO0981_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0981+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1995
 DO0981_ROD/PIPE-DEPTH: 2.4  meters
 DO0981_SLEEVE-DEPTH  : 1.0 meters
 DO0981
 DO0981  HISTORY     - Date     Condition        Report By
 DO0981  HISTORY     - 1991     MONUMENTED       NGS
 DO0981  HISTORY     - 19950309 GOOD             NGS
 DO0981
 DO0981                          STATION DESCRIPTION
 DO0981
 DO0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DO0981'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTH OF SEYMOUR, 32.0 MI
 DO0981'(51.5 KM) NORTH OF THROCKMORTON, ON THE EAST SIDE OF RANCH ROAD 1919,
 DO0981'AT SEYMOUR MUNICIPAL AIRPORT AND NEAR A TAXI-RUNWAY CROSSOVER.
 DO0981'OWNERSHIP--CITY OF SEYMOUR, P.O.BOX 31, SEYMOUR, TX 76380.  AIRPORT
 DO0981'MANAGER IS MARY ALICE SMITH, PHONE 817-888-3148, HOME 817-888-2327.
 DO0981'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82, 183, 277,
 DO0981'AND 283 AND RANCH ROAD 1919, LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF
 DO0981'SEYMOUR, GO NORTH ALONG RANCH ROAD 1919 FOR 2.3 MI (3.7 KM) TO THE
 DO0981'JUNCTION OF RANCH ROAD 2069 0N THE LEFT AND THE ENTRANCE TO THE
 DO0981'SEYMOUR MUNICIPAL AIRPORT ON THE RIGHT. TURN RIGHT, EAST, ALONG A
 DO0981'GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO THE SOUTHERNMOST 1 OF 17 HANGARS
 DO0981'ON THE LEFT. GO NORTHWEST AND NORTH, ALONG THE WEST SIDE OF HANGARS
 DO0981'ALONG A PAVED TAXIWAY FOR 0.1 MI (0.2 KM) TO THE EXTREME SOUTH END OF
 DO0981'RUNWAY 17-35. CONTINUE NORTH ALONG THE PAVED TAXIWAY FOR 0.2 MI
 DO0981'(0.3 KM) TO THE STATION JUST NORTH OF A PAVED CROSSOVER ON THE LEFT
 DO0981'LEADING TO RUNWAY.
 DO0981'STATION IS 53.3 FT (16.2 M) WEST OF THE CENTER OF THE TAXIWAY, 96.3 FT
 DO0981'(29.4 M) EAST OF THE CENTER OF THE RUNWAY, 85.3 FT (26.0 M) NORTHEAST
 DO0981'OF A RUNWAY LIGHT, 235.4 FT (71.8 M) NORTH OF THE NORTH EDGE OF THE
 DO0981'PAVED CROSSOVER, 1.0 FT (0.3 M) NORTH OF A SHORT FIBERGLASS WITNESS
 DO0981'POST.
 DO0981
 DO0981                          STATION RECOVERY (1995)
 DO0981
 DO0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DO0981'THE STATION IS LOCATED ABOUT 51.0 MI (82.1 KM) SOUTHWEST OF WICHITA
 DO0981'FALLS, 32.0 MI (51.5 KM) NORTH OF THROCKMORTON, 2.6 MI (4.2 KM) NORTH
 DO0981'OF SEYMOUR AND AT THE SEYMOUR MUNICIPAL AIRPORT ON LINE WITH THE
 DO0981'PROLONGATION OF THE NORTH WALL OF THE NORTHERNMOST HANGER.
 DO0981'OWNERSHIP--CITY OF SEYMOUR, BOX 31, SEYMOUR, TX.  76380.  CITY MANAGER
 DO0981'IS SCOTT THOMPSON.  PHONE (817) 888-3148.  TO REACH THE STATION FROM
 DO0981'THE JUCTION OF US HIGHWAYS 82/183/277/283 AND STATE HIGHWAY 1919 ON
 DO0981'THE NORTH SIDE OF SEYMOUR, GO NORTH ON STATE HIGHWAY 1919 FOR 2.3 MI
 DO0981'(3.7 KM) TO THE JUCTION OF STATE HIGHWAY 2069 ON THE LEFT AND THE
 DO0981'AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON THE
 DO0981'AIRPORT ENTRANCE ROAD FOR 0.15 TO A CURVE LEFT, TURN LEFT AND GO NORTH
 DO0981'ON THE PAVED ENTRANCE ROAD FOR 0.35 MI (0.56 KM) TO A PAVED CURVE
 DO0981'LEFT, TURN LEFT AND GO WEST ON THE RAMP TO THE TAXIWAY AND A TAXIWAY
 DO0981'CONNECTOR AT MIDFIELD, TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR 0.05
 DO0981'MI (0.08 KM) TO THE STATION ON THE LEFT.  THE STATION IS 235.4 FT
 DO0981'(71.8 M) NORTH OF THE NORTH EDGE OF THE CONNECTOR TAXIWAY, 108.3 FT
 DO0981'(33.0 M) WEST SOUTHWEST OF A FENCELINE CORNER POST AND WITNESS POST,
 DO0981'96.3 FT (29.4 M) EAST OF THE RUNWAY CENTER, 85.3 FT (26.0 M) NORTHEAST
 DO0981'OF THE FIRST CLEAR RUNWAY LIGHT NORTH OF THE CONNECTOR TAXIWAY AND
 DO0981'53.3 FT (16.2 M) WEST OF THE PARALLEL TAXIWAY CENTER.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0982 ***********************************************************************
 DO0982  SACS        -  This is a Secondary Airport Control Station.
 DO0982  DESIGNATION -  FAA 60F B
 DO0982  PID         -  DO0982
 DO0982  STATE/COUNTY-  TX/BAYLOR
 DO0982  USGS QUAD   -  SOUTHWEST LAKE KEMP (1966)
 DO0982
 DO0982                         *CURRENT SURVEY CONTROL
 DO0982  ___________________________________________________________________
 DO0982* NAD 83(1993)-  33 39 06.51512(N)    099 15 39.44272(W)     ADJUSTED  
 DO0982* NAVD 88     -       409.58   (meters)    1343.8    (feet)  GPS OBS   
 DO0982  ___________________________________________________________________
 DO0982  X           -    -855,361.914 (meters)                     COMP
 DO0982  Y           -  -5,245,796.159 (meters)                     COMP
 DO0982  Z           -   3,514,574.181 (meters)                     COMP
 DO0982  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 DO0982  ELLIP HEIGHT-         381.31  (meters)          (06/19/01) GPS OBS
 DO0982  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DO0982
 DO0982  HORZ ORDER  -  FIRST
 DO0982  ELLP ORDER  -  THIRD     CLASS II
 DO0982
 DO0982.This mark is at Seymore Muni (60F) Airport (60F)
 DO0982
 DO0982.The horizontal coordinates were established by GPS observations
 DO0982.and adjusted by the National Geodetic Survey in October 1996..
 DO0982
 DO0982.The orthometric height was determined by GPS observations and a
 DO0982.high-resolution geoid model.
 DO0982
 DO0982.GPS derived orthometric heights for airport stations designated as
 DO0982.PACS or SACS are published to 2 decimal places.  This maintains
 DO0982.centimeter relative accuracy between the PACS and SACS.  It does
 DO0982.not indicate centimeter accuracy relative to other marks which are
 DO0982.part of the NAVD 88 network.
 DO0982
 DO0982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0982
 DO0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0982
 DO0982.The ellipsoidal height was determined by GPS observations
 DO0982.and is referenced to NAD 83.
 DO0982
 DO0982.The geoid height was determined by GEOID03.
 DO0982
 DO0982;                    North         East     Units Scale Factor Converg.
 DO0982;SPC TXNC     - 2,220,392.931   529,419.424   MT  0.99992735   -0 24 54.1
 DO0982;SPC TXNC     - 7,284,739.14  1,736,936.89   sFT  0.99992735   -0 24 54.1
 DO0982;UTM  14      - 3,723,580.961   475,803.338   MT  0.99960722   -0 08 40.6
 DO0982
 DO0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0982!SPC TXNC     -   0.99994014  x   0.99992735  =   0.99986750
 DO0982!UTM  14      -   0.99994014  x   0.99960722  =   0.99954739
 DO0982
 DO0982:                Primary Azimuth Mark                     Grid Az
 DO0982:SPC TXNC     -  FAA 60F A                                180 37 27.3
 DO0982:UTM  14      -  FAA 60F A                                180 21 13.8
 DO0982
 DO0982|---------------------------------------------------------------------|
 DO0982| PID    Reference Object                     Distance      Geod. Az  |
 DO0982|                                                           dddmmss.s |
 DO0982| DO0981 FAA 60F A                           APPROX. 0.5 KM 1801233.2 |
 DO0982|---------------------------------------------------------------------|
 DO0982
 DO0982                          SUPERSEDED SURVEY CONTROL
 DO0982
 DO0982  ELLIP H (10/11/96)  381.35   (m)                       GP(       ) 3 2
 DO0982  NAD 83(1993)-  33 39 06.51433(N)    099 15 39.44141(W) AD(       ) 3
 DO0982  ELLIP H (02/16/96)  381.40   (m)                       GP(       ) 5 1
 DO0982  NAD 83(1993)-  33 39 06.51436(N)    099 15 39.44142(W) AD(       ) 3
 DO0982  NAD 83(1986)-  33 39 06.52322(N)    099 15 39.43377(W) AD(       ) 3
 DO0982  NGVD 29 (10/18/91)  409.5    (m)         1344.     (f) GPS OBS        
 DO0982
 DO0982.Superseded values are not recommended for survey control.
 DO0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0982.See file dsdata.txt to determine how the superseded data were derived.
 DO0982
 DO0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7580323581(NAD 83)
 DO0982_MARKER: I = METAL ROD
 DO0982_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO0982_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DO0982_STAMPING: FAA 60F B 1991
 DO0982_MARK LOGO: NGS   
 DO0982_PROJECTION: FLUSH
 DO0982_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0982+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1995
 DO0982_ROD/PIPE-DEPTH: 3.2  meters
 DO0982_SLEEVE-DEPTH  : 1.0 meters
 DO0982
 DO0982  HISTORY     - Date     Condition        Report By
 DO0982  HISTORY     - 1991     MONUMENTED       NGS
 DO0982  HISTORY     - 19950309 GOOD             NGS
 DO0982
 DO0982                          STATION DESCRIPTION
 DO0982
 DO0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DO0982'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTH OF SEYMOUR, 32.0 MI
 DO0982'(51.5 KM) NORTH OF THROCKMORTON, ON THE EAST SIDE OF RANCH ROAD 1919,
 DO0982'AT SEYMOUR MUNICIPAL AIRPORT, NEAR THE NORTH END OF RUNWAY 17-35.
 DO0982'OWNERSHIP--CITY OF SEYMOUR, SEYMOUR, TX 76380. AIRPORT MANAGER IS
 DO0982'MARY ALICE SMITH, PHONE 817-888-3148, HOME 817-888-2327.
 DO0982'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82, 183, 277,
 DO0982'AND 283 AND RANCH ROAD 1919, LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF
 DO0982'SEYMOUR, GO NORTHERLY ALONG RANCH ROAD 1919 WEST FOR 2.3 MI (3.7 KM)
 DO0982'TO THE JUNCTION OF RANCH ROAD 2069 ON THE LEFT AND THE ENTRANCE TO THE
 DO0982'SEYMOUR MUNICIPAL AIRPORT ON THE RIGHT. TURN RIGHT, EAST, ALONG A
 DO0982'GRAVEL ROAD FOR 0.1 MI (0.2 KM) TO THE SOUTHERNMOST 1 OF 17 HANGARS
 DO0982'ON THE LEFT . GO NORTHWEST AND NORTH ALONG THE WEST SIDE OF HANGARS
 DO0982'ALONG A PAVED TAXI FOR 0.3 MI (0.5 KM) TO A CROSSOVER TO THE RUNWAY
 DO0982'ON THE LEFT. CONTINUE NORTH ALONG THE PAVED TAXI FOR 0.4 MI (0.6 KM)
 DO0982'TO THE STATION ON THE LEFT NEAR THE SOUTH EDGE OF A PAVED TURNAROUND
 DO0982'NEAR THE EXTREME NORTH END OF RUNWAY 17-35.
 DO0982'THE STATION IS 40.6 FT (12.4 M) WEST OF THE CENTER OF THE TAXIWAY,
 DO0982'109.7 FT (33.4 M) EAST OF THE CENTER OF THE RUNWAY, 73.8 SOUTH OF THE
 DO0982'SOUTH EDGE OF THE PAVED TURNAROUND AREA, 69.3 FT (21.1 M) EAST OF THE
 DO0982'EAST 1 OF 2 TAXI LIGHTS, 67.0 FT (20.4 M) SOUTH-SOUTHWEST OF THE
 DO0982'SOUTH SIDE OF A RUNWAY 17 GUIDANCE SIGN, 265.3 FT (80.9 M) SOUTH OF A
 DO0982'ROW OF RUNWAY END LIGHTS AND 1.0 FT (0.3 M) NORTH OF A SHORT
 DO0982'FIBERGLASS WITNESS POST.
 DO0982
 DO0982                          STATION RECOVERY (1995)
 DO0982
 DO0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DO0982'THE STATION IS LOCATED ABOUT 51.0 MI (82.1 KM) SOUTHWEST OF WICHITA
 DO0982'FALLS, 32.0 MI (51.5 KM) NORTH OF THROCKMORTON, 2.6 MI (4.2 KM) NORTH
 DO0982'OF SEYMOUR AND AT THE SEYMOUR MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 DO0982'SEYMOUR, BOX 31, SEYMOUR, TX.  76380.  CITY MANAGER IS SCOTT THOMPSON.
 DO0982'PHONE (817) 888-3148.  TO REACH THE STATION FROM THE JUCTION OF US
 DO0982'HIGHWAYS 82/183/277/283 AND STATE HIGHWAY 1919 ON THE NORTH SIDE OF
 DO0982'SEYMOUR, GO NORTH ON STATE HIGHWAY 1919 FOR 2.3 MI (3.7 KM) TO THE
 DO0982'JUCTION OF STATE HIGHWAY 2069 ON THE LEFT AND THE AIRPORT ENTRANCE
 DO0982'ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD
 DO0982'FOR 0.15 TO A CURVE LEFT, TURN LEFT AND GO NORTH ON THE PAVED ENTRANCE
 DO0982'ROAD FOR 0.35 MI (0.56 KM) TO A PAVED CURVE LEFT, TURN LEFT AND GO
 DO0982'WEST ON THE RAMP TO THE TAXIWAY AND A TAXIWAY CONNECTOR AT MIDFIELD,
 DO0982'TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR 0.4 MI (0.6 KM) TO THE
 DO0982'STATION ON THE LEFT.  THE STATION IS 135.4 FT (41.3 M) NORTHEAST OF A
 DO0982'CLEAR RUNWAY LIGHT (6TH FROM NORTH END) , 109.7 FT (33.4 M) EAST OF
 DO0982'THE RUNWAY CENTER, 104.8 FT (31.9 M) SOUTHEAST OF A CLEAR RUNWAY LIGHT
 DO0982'(5TH FROM NORTH END) , 89.0 FT (27.1 M) WEST OF A WITNESS POST IN A
 DO0982'FENCELINE, 40.6 FT (12.4 M) WEST OF THE TAXIWAY CENTER AND 1.0 FT (0.3
 DO0982'M) NORTH OF A SHORT WITNESS POST.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1664 ***********************************************************************
 AE1664  PACS        -  This is a Primary Airport Control Station.
 AE1664  DESIGNATION -  FAA 67R A
 AE1664  PID         -  AE1664
 AE1664  STATE/COUNTY-  TX/STARR
 AE1664  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE1664
 AE1664                         *CURRENT SURVEY CONTROL
 AE1664  ___________________________________________________________________
 AE1664* NAD 83(1993)-  26 25 18.38827(N)    098 50 41.53616(W)     ADJUSTED  
 AE1664* NAVD 88     -        85.53   (meters)     280.6    (feet)  GPS OBS   
 AE1664  ___________________________________________________________________
 AE1664  X           -    -878,850.413 (meters)                     COMP
 AE1664  Y           -  -5,647,768.873 (meters)                     COMP
 AE1664  Z           -   2,821,013.380 (meters)                     COMP
 AE1664  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 AE1664  ELLIP HEIGHT-          61.88  (meters)          (10/24/00) GPS OBS
 AE1664  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AE1664
 AE1664  HORZ ORDER  -  B
 AE1664  ELLP ORDER  -  FOURTH    CLASS II
 AE1664
 AE1664.This mark is at Starr Co (67R) Airport (67R)
 AE1664
 AE1664.The horizontal coordinates were established by GPS observations
 AE1664.and adjusted by the National Geodetic Survey in February 1996..
 AE1664
 AE1664.The orthometric height was determined by GPS observations and a
 AE1664.high-resolution geoid model.
 AE1664
 AE1664.GPS derived orthometric heights for airport stations designated as
 AE1664.PACS or SACS are published to 2 decimal places.  This maintains
 AE1664.centimeter relative accuracy between the PACS and SACS.  It does
 AE1664.not indicate centimeter accuracy relative to other marks which are
 AE1664.part of the NAVD 88 network.
 AE1664
 AE1664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1664
 AE1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1664
 AE1664.The ellipsoidal height was determined by GPS observations
 AE1664.and is referenced to NAD 83.
 AE1664
 AE1664.The geoid height was determined by GEOID03.
 AE1664
 AE1664;                    North         East     Units Scale Factor Converg.
 AE1664;SPC TX S     - 5,083,707.774   265,598.434   MT  0.99994554   -0 09 23.7
 AE1664;SPC TX S     -16,678,797.92    871,384.20   sFT  0.99994554   -0 09 23.7
 AE1664;UTM  14      - 2,922,403.386   515,469.086   MT  0.99960295   +0 04 08.5
 AE1664
 AE1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1664!SPC TX S     -   0.99999028  x   0.99994554  =   0.99993582
 AE1664!UTM  14      -   0.99999028  x   0.99960295  =   0.99959323
 AE1664
 AE1664:                Primary Azimuth Mark                     Grid Az
 AE1664:SPC TX S     -  FAA 67R B                                341 47 38.2
 AE1664:UTM  14      -  FAA 67R B                                341 34 06.0
 AE1664
 AE1664|---------------------------------------------------------------------|
 AE1664| PID    Reference Object                     Distance      Geod. Az  |
 AE1664|                                                           dddmmss.s |
 AE1664| AE1665 FAA 67R B                           APPROX. 0.8 KM 3413814.5 |
 AE1664| AB3787 67R C                               400.949 METERS 3431608.1 |
 AE1664|---------------------------------------------------------------------|
 AE1664
 AE1664                          SUPERSEDED SURVEY CONTROL
 AE1664
 AE1664  ELLIP H (02/20/96)   62.00   (m)                       GP(       ) 4 1
 AE1664  ELLIP H (02/20/96)   62.00   (m)                       GP(       ) 1 1
 AE1664  NAD 83(1993)-  26 25 18.39927(N)    098 50 41.54718(W) AD(       ) 3
 AE1664  NAD 83(1986)-  26 25 18.40083(N)    098 50 41.50610(W) AD(       ) 3
 AE1664  NGVD 29 (10/18/91)   85.5    (m)          281.     (f) GPS OBS        
 AE1664
 AE1664.Superseded values are not recommended for survey control.
 AE1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1664.See file dsdata.txt to determine how the superseded data were derived.
 AE1664
 AE1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1546922403(NAD 83)
 AE1664_MARKER: DH = HORIZONTAL CONTROL DISK
 AE1664_SETTING: 66 = SET IN ROCK OUTCROP
 AE1664_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AE1664_STAMPING: FAA 67R A 1991
 AE1664_MARK LOGO: NGS   
 AE1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1664+STABILITY: POSITION/ELEVATION WELL
 AE1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1664+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 AE1664
 AE1664  HISTORY     - Date     Condition        Report By
 AE1664  HISTORY     - 1991     MONUMENTED       NGS
 AE1664  HISTORY     - 19950405 GOOD             NGS
 AE1664
 AE1664                          STATION DESCRIPTION
 AE1664
 AE1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AE1664'THE STATION IS LOCATED ABOUT 9.65 KM (6.00 MI) NORTHWEST OF RIO GRANDE
 AE1664'CITY, AT THE STARR COUNTY AIRPORT, ON THE NORTHEAST SIDE OF THE
 AE1664'RUNWAY AND 0.36 M (1.18 FT) EAST-SOUTHEAST OF THE EAST END OF RUNWAY
 AE1664'15. 0WNERSHIP--STARR COUNTY, COUNTY COURTHOUSE, RIO GRANDE CITY, TX
 AE1664'78582. PHONE 512-487-2307. AIRPORT MANAGER IS TOMAS ARREDONDO, PHONE
 AE1664'512-487-2307.
 AE1664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND COUNTY
 AE1664'ROAD 3167, LOCATED ABOUT 5.14 KM (3.19 MI) WEST OF RIO GRANDE CITY,
 AE1664'GO NORTH ON COUNTY ROAD 3167 FOR 6.3 KM (3.9 MI) TO THE AIRPORT
 AE1664'ENTRANCE ROAD ON THE RIGHT.  TURN LEFT, NORTHEAST, ON THE ENTRANCE
 AE1664'ROAD FOR 0.08 KM (0.05 MI) TO THE AIRPORT OFFICE ON THE LEFT.
 AE1664'CONTINUE AHEAD ACROSS THE APRON TO THE JUNCTION OF THE RUNWAY. TURN
 AE1664'LEFT, SOUTHEAST, ON THE RUNWAY FOR 0.48 KM (0.30 MI) TO THE STATION
 AE1664'ON THE LEFT IN ROCK OUTCROP.
 AE1664'THE STATION IS ABOUT 0.3 M (1.0 FT) ABOVE THE RUNWAY IN ROCK OUTCROP
 AE1664'LOCATED 34.0 M (111.5 FT) SOUTHWEST OF A BARBED WIRE FENCE, 27.3 M
 AE1664'(89.6 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 16.8 M (55.1 FT)
 AE1664'NORTH-NORTHEAST OF A RUNWAY LIGHT AND 0.15 M (0.49 FT) SOUTHWEST OF A
 AE1664'FIBERGLASS WITNESS POST.
 AE1664
 AE1664                          STATION RECOVERY (1995)
 AE1664
 AE1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE1664'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTHWEST OF RIO GRANDE
 AE1664'CITY, AT THE STARR COUNTY AIRPORT, O.36 KM NORTH OF RUNWAY 33 END,
 AE1664'EAST OF THE RUNWAY AT THE NORTH END OF A 4-FOOT HIGH MOUND ALONG THE
 AE1664'RUNWAY.  OWNERSHIP--STARR COUNTY, COUNTY COURT HOUSE, RIO GRANDE CITY,
 AE1664'TX 78582.  PHONE 512 487 2307.  TOMAS ARRENDONDO MANAGER, PHONE 512
 AE1664'487 2307.  AIRPORT PHONE 512 487 2310.  TO REACH THE STATION FROM THE
 AE1664'JUNCTION OF U.S.  HIGHWAY 83 AND COUNTY ROAD 3167.  ABOUT 5.2 KM (3.25
 AE1664'MI) WEST OF RIO GRANDE CITY, GO NORTH ON COUNTY ROAD 3167 FOR 6.4 KM
 AE1664'(3.95 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN , NORTHEAST,
 AE1664'GO 0.09 KM (0.05 MI) ALONG THE ENTRANCE ROAD TO THE OFFICE, CONTINUE
 AE1664'AHEAD 0.12 KM (0.05 MI) ACROSS THE APRON,ALONG THE NORTH TAXI, AND
 AE1664'ACROSS THE RUNWAY, TURN RIGHT, SOUTH, GO 0.42 KM (0.25 MI) ALONG THE
 AE1664'RUNWAY TO THE BASE OF HIGHER GROUND AND THE STATION ON THE LEFT.  THE
 AE1664'STATION IS SET NEAR THE WEST END OF A 3X10-FOOT AERIA OF EXPOSED
 AE1664'BEDROCK, 34.0 M (111.5 FT) WEST OF A FENCE, 27.1 M (88.9 FT)
 AE1664'EAST-NORTHEAST OF AND LEVEL WITH THE RUNWAY CENTERLINE, 16.5 M (54.1
 AE1664'FT) EAST-NORTHEAST OF A RUNWAY LIGHT, 0.1 M (0.3 FT) WEST OF A WITNESS
 AE1664'POST.  BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1665 ***********************************************************************
 AE1665  SACS        -  This is a Secondary Airport Control Station.
 AE1665  DESIGNATION -  FAA 67R B
 AE1665  PID         -  AE1665
 AE1665  STATE/COUNTY-  TX/STARR
 AE1665  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE1665
 AE1665                         *CURRENT SURVEY CONTROL
 AE1665  ___________________________________________________________________
 AE1665* NAD 83(1993)-  26 25 41.85323(N)    098 50 50.18717(W)     ADJUSTED  
 AE1665* NAVD 88     -        87.93   (meters)     288.5    (feet)  GPS OBS   
 AE1665  ___________________________________________________________________
 AE1665  X           -    -879,038.188 (meters)                     COMP
 AE1665  Y           -  -5,647,416.570 (meters)                     COMP
 AE1665  Z           -   2,821,661.164 (meters)                     COMP
 AE1665  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AE1665  ELLIP HEIGHT-          64.28  (meters)          (06/26/01) GPS OBS
 AE1665  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AE1665
 AE1665  HORZ ORDER  -  FIRST
 AE1665  ELLP ORDER  -  FOURTH    CLASS I
 AE1665
 AE1665.This mark is at Starr Co (67R) Airport (67R)
 AE1665
 AE1665.The horizontal coordinates were established by GPS observations
 AE1665.and adjusted by the National Geodetic Survey in February 1996..
 AE1665
 AE1665.The orthometric height was determined by GPS observations and a
 AE1665.high-resolution geoid model.
 AE1665
 AE1665.GPS derived orthometric heights for airport stations designated as
 AE1665.PACS or SACS are published to 2 decimal places.  This maintains
 AE1665.centimeter relative accuracy between the PACS and SACS.  It does
 AE1665.not indicate centimeter accuracy relative to other marks which are
 AE1665.part of the NAVD 88 network.
 AE1665
 AE1665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1665
 AE1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1665
 AE1665.The ellipsoidal height was determined by GPS observations
 AE1665.and is referenced to NAD 83.
 AE1665
 AE1665.The geoid height was determined by GEOID03.
 AE1665
 AE1665;                    North         East     Units Scale Factor Converg.
 AE1665;SPC TX S     - 5,084,430.552   265,360.712   MT  0.99994440   -0 09 27.6
 AE1665;SPC TX S     -16,681,169.24    870,604.27   sFT  0.99994440   -0 09 27.6
 AE1665;UTM  14      - 2,923,124.976   515,228.602   MT  0.99960286   +0 04 04.7
 AE1665
 AE1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1665!SPC TX S     -   0.99998990  x   0.99994440  =   0.99993430
 AE1665!UTM  14      -   0.99998990  x   0.99960286  =   0.99959277
 AE1665
 AE1665:                Primary Azimuth Mark                     Grid Az
 AE1665:SPC TX S     -  FAA 67R A                                161 47 38.3
 AE1665:UTM  14      -  FAA 67R A                                161 34 06.0
 AE1665
 AE1665|---------------------------------------------------------------------|
 AE1665| PID    Reference Object                     Distance      Geod. Az  |
 AE1665|                                                           dddmmss.s |
 AE1665| AE1664 FAA 67R A                           APPROX. 0.8 KM 1613810.7 |
 AE1665|---------------------------------------------------------------------|
 AE1665
 AE1665                          SUPERSEDED SURVEY CONTROL
 AE1665
 AE1665  ELLIP H (02/20/96)   64.40   (m)                       GP(       ) 4 1
 AE1665  NAD 83(1993)-  26 25 41.86435(N)    098 50 50.19849(W) AD(       ) 3
 AE1665  NAD 83(1986)-  26 25 41.86592(N)    098 50 50.15741(W) AD(       ) 3
 AE1665  NGVD 29 (10/18/91)   87.8    (m)          288.     (f) GPS OBS        
 AE1665
 AE1665.Superseded values are not recommended for survey control.
 AE1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1665.See file dsdata.txt to determine how the superseded data were derived.
 AE1665
 AE1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1522923125(NAD 83)
 AE1665_MARKER: DZ = AZIMUTH MARK DISK
 AE1665_SETTING: 66 = SET IN ROCK OUTCROP
 AE1665_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AE1665_STAMPING: FAA 67R B 1991
 AE1665_MARK LOGO: NGS   
 AE1665_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1665+STABILITY: POSITION/ELEVATION WELL
 AE1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1665+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 AE1665
 AE1665  HISTORY     - Date     Condition        Report By
 AE1665  HISTORY     - 1991     MONUMENTED       NGS
 AE1665  HISTORY     - 19950405 GOOD             NGS
 AE1665
 AE1665                          STATION DESCRIPTION
 AE1665
 AE1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AE1665'THE STATION IS LOCATED ABOUT 9.65 KM (6.00 MI) NORTHWEST OF RIO GRANDE
 AE1665'CITY, AT THE STARR COUNTY AIRPORT, ON THE NORTHEAST SIDE OF THE
 AE1665'RUNWAY AND 36.0 M (118.1 FT) EAST-SOUTHEAST OF THE EAST END OF RUNWAY
 AE1665'15. 0WNERSHIP--STARR COUNTY, COUNTY COURTHOUSE, RIO GRANDE CITY, TX
 AE1665'78582. PHONE 512-487-2307. AIRPORT MANAGER IS TOMAS ARREDONDO, PHONE
 AE1665'512-487-2307.
 AE1665'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND COUNTY
 AE1665'ROAD 3167, LOCATED ABOUT 5.14 KM (3.19 MI) WEST OF RIO GRANDE CITY,
 AE1665'GO NORTH ON COUNTY ROAD 3167 FOR 6.3 KM (3.9 MI) TO THE AIRPORT
 AE1665'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTHEASTERLY, ON THE
 AE1665'ENTRANCE ROAD FOR 0.08 TO THE AIRPORT OFFICE ON THE LEFT.  CONTINUE
 AE1665'AHEAD ACROSS THE APRON TO THE JUNCTION OF THE RUNWAY.  TURN LEFT,
 AE1665'NORTHWEST, ON THE RUNWAY FOR 0.32 KM (0.20 MI) TO THE STATION ON THE
 AE1665'RIGHT IN ROCK OUTCROP.
 AE1665'THE STATION IS ABOUT 0.3 M (1.0 FT) ABOVE THE RUNWAY IN ROCK OUTCROP
 AE1665'LOCATED 36.0 M (118.1 FT) EAST-SOUTHEAST OF THE EAST CORNER OF THE
 AE1665'END OF RUNWAY 15, 32.0 M (105.0 FT) SOUTHWEST OF A BARBED WIRE FENCE,
 AE1665'29.1 M (95.5 FT) NORTHEAST OF THE CENTER OF THE RUNWAY AND 0.2 M
 AE1665'(0.7 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 AE1665
 AE1665                          STATION RECOVERY (1995)
 AE1665
 AE1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AE1665'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTHWEST OF RIO GRANDE
 AE1665'CITY, AT THE STARR COUNTY AIRPORT, 36 M (118.1 FT) EAST-SOUTHEAST OF
 AE1665'THE EAST CORNER OF RUNWAY 15.  OWNERSHIP--STARR COUNTY, COUNTY COURT
 AE1665'HOUSE, RIO GRANDE CITY, TX 78582.  PHONE 512 487 2307.  TOMAS
 AE1665'ARRENDONDO MANAGER, PHONE 512 487 2307.  AIRPORT PHONE 512 487 2310.
 AE1665'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 83 AND COUNTY
 AE1665'ROAD 3167.  ABOUT 5.2 KM (3.25 MI) WEST OF RIO GRANDE CITY, GO NORTH
 AE1665'ON COUNTY ROAD 3167 FOR 6.4 KM (3.95 MI) TO THE AIRPORT ENTRANCE ROAD
 AE1665'ON THE RIGHT, TURN , NORTHEAST, GO 0.09 KM (0.05 MI) ALONG THE
 AE1665'ENTRANCE ROAD TO THE OFFICE, CONTINUE AHEAD 0.12 KM (0.05 MI) ACROSS
 AE1665'THE APRON,ALONG THE NORTH TAXI, AND ACROSS THE RUNWAY, TURN LEFT,
 AE1665'NORTH, GO 0.34 KM (0.20 MI) ALONG THE RUNWAY TO THE STATION ON THE
 AE1665'RIGHT.  THE STATION IS SET NEAR THE CENTER OF A 3X6-FOOT AERIA OF
 AE1665'EXPOSED BEDROCK, 37.0 M (121.4 FT) SOUTHEAST OF THE MOST EASTERLY
 AE1665'THRESHOLD LIGHT, 36.7 M (120.4 FT) NORTHEAST OF THE FIRST RUNWAY
 AE1665'LIGHT, 32.0 M (105.0 FT) WEST OF A FENCE, 29.1 M (95.5 FT)
 AE1665'EAST-NORTHEAST OF AND LEVEL WITH THE RUNWAY CENTERLINE, 0.2 M (0.7 FT)
 AE1665'WEST OF A WITNESS POST.  BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2800 ***********************************************************************
 AB2800  FBN         -  This is a Federal Base Network Control Station.
 AB2800  PACS        -  This is a Primary Airport Control Station.
 AB2800  DESIGNATION -  FAA ASL A 1994
 AB2800  PID         -  AB2800
 AB2800  STATE/COUNTY-  TX/HARRISON
 AB2800  USGS QUAD   -  MARSHALL EAST (1978)
 AB2800
 AB2800                         *CURRENT SURVEY CONTROL
 AB2800  ___________________________________________________________________
 AB2800* NAD 83(1993)-  32 31 13.75733(N)    094 18 41.05096(W)     ADJUSTED  
 AB2800* NAVD 88     -       106.36   (meters)     348.9    (feet)  GPS OBS   
 AB2800  ___________________________________________________________________
 AB2800  X           -    -404,702.710 (meters)                     COMP
 AB2800  Y           -  -5,368,084.410 (meters)                     COMP
 AB2800  Z           -   3,409,282.244 (meters)                     COMP
 AB2800  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AB2800  ELLIP HEIGHT-          80.11  (meters)          (10/24/00) GPS OBS
 AB2800  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AB2800
 AB2800  HORZ ORDER  -  B
 AB2800  ELLP ORDER  -  FOURTH    CLASS II
 AB2800
 AB2800.This mark is at Harrison Co (ASL) Airport (ASL)
 AB2800
 AB2800.The horizontal coordinates were established by GPS observations
 AB2800.and adjusted by the National Geodetic Survey in February 1996..
 AB2800
 AB2800.The orthometric height was determined by GPS observations and a
 AB2800.high-resolution geoid model.
 AB2800
 AB2800.GPS derived orthometric heights for airport stations designated as
 AB2800.PACS or SACS are published to 2 decimal places.  This maintains
 AB2800.centimeter relative accuracy between the PACS and SACS.  It does
 AB2800.not indicate centimeter accuracy relative to other marks which are
 AB2800.part of the NAVD 88 network.
 AB2800
 AB2800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2800
 AB2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2800
 AB2800.The ellipsoidal height was determined by GPS observations
 AB2800.and is referenced to NAD 83.
 AB2800
 AB2800.The geoid height was determined by GEOID03.
 AB2800
 AB2800;                    North         East     Units Scale Factor Converg.
 AB2800;SPC TXNC     - 2,102,524.608   993,403.917   MT  0.99991530   +2 17 04.0
 AB2800;SPC TXNC     - 6,898,032.82  3,259,192.68   sFT  0.99991530   +2 17 04.0
 AB2800;UTM  15      - 3,598,888.117   376,831.251   MT  0.99978707   -0 42 18.4
 AB2800
 AB2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2800!SPC TXNC     -   0.99998742  x   0.99991530  =   0.99990272
 AB2800!UTM  15      -   0.99998742  x   0.99978707  =   0.99977449
 AB2800
 AB2800|---------------------------------------------------------------------|
 AB2800| PID    Reference Object                     Distance      Geod. Az  |
 AB2800|                                                           dddmmss.s |
 AB2800| AB5990 FAA ASL B                           309.174 METERS 01926     |
 AB2800| AB5991 FAA ASL C                           341.990 METERS 12602     |
 AB2800|---------------------------------------------------------------------|
 AB2800
 AB2800                          SUPERSEDED SURVEY CONTROL
 AB2800
 AB2800  ELLIP H (02/20/96)   80.17   (m)                       GP(       ) 1 1
 AB2800
 AB2800.Superseded values are not recommended for survey control.
 AB2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2800.See file dsdata.txt to determine how the superseded data were derived.
 AB2800
 AB2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7683198888(NAD 83)
 AB2800_MARKER: I = METAL ROD
 AB2800_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2800_STAMPING: FAA ASL A 1994
 AB2800_MARK LOGO: NGS   
 AB2800_PROJECTION: FLUSH
 AB2800_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2800+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2800_ROD/PIPE-DEPTH: 12.2 meters
 AB2800_SLEEVE-DEPTH  : 0.90 meters
 AB2800
 AB2800  HISTORY     - Date     Condition        Report By
 AB2800  HISTORY     - 1994     MONUMENTED       NGS
 AB2800  HISTORY     - 19980820 GOOD             TXDOT
 AB2800
 AB2800                          STATION DESCRIPTION
 AB2800
 AB2800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2800'THE STATION IS LOCATED ON THE EAST SIDE OF MARSHALL AT THE MARSHALL
 AB2800'HARRISON COUNTY AIRPORT, IN THE CENTER OF A GRASS ISLAND CREATED BY
 AB2800'THE CIRCLE DRIVE TO THE TERMINAL.  OWNERSHIP--HARRISON COUNTY, RT 9
 AB2800'BOX 3, MARSHALL, TX 75670.  AIRPORT MANAGER IS ROBERT R.  AIELLO.
 AB2800'PHONE 903-938-1394.  CONTACT HIM ONE DAY IN ADVANCE FOR AN ESCORT TO
 AB2800'THE STATION.  TO REACH FROM THE INTERSECTION OF U.S.  HIGHWAYS 80 AND
 AB2800'59 IN MARSHALL, GO EAST AND SOUTHEAST ON HIGHWAY 80 FOR 3.13 KM (1.95
 AB2800'MI) TO A PAVED ROAD RIGHT (WARREN DRIVE) AND A SIGN NATIONAL GUARD
 AB2800'ARMORY-MARSHALL MUNICIPAL AIRPORT.  TURN RIGHT, SOUTH, ON WARREN DRIVE
 AB2800'FOR 2.39 KM (1.50 MI) TO THE AIRPORT ENTRANCE AND THE STATION ON THE
 AB2800'LEFT.  STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN
 AB2800'A GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A
 AB2800'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 42.4
 AB2800'M (139.1 FT) WEST OF THE SOUTH CORNER OF THE TERMINAL, 25.3 M (83.0
 AB2800'FT) WEST-NORTHWEST OF A UTILITY POLE WITH TWO TRANSFORMERS, 31.6 M
 AB2800'(103.7 FT) EAST-NORTHEAST OF THE CENTER OF WARREN DRIVE, 13.1 M (43.0
 AB2800'FT) SOUTH OF A FIRE HYDRANT, 7.5 M (24.6 FT) WEST-SOUTHWEST OF A
 AB2800'FLAGPOLE, AND 0.8 M (2.6 FT) WEST OF A FIBERGLASS WITNESS POST.
 AB2800'DESCRIBED BY D.G.  AUG
 AB2800
 AB2800                          STATION RECOVERY (1998)
 AB2800
 AB2800'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 AB2800'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5990 ***********************************************************************
 AB5990  SACS        -  This is a Secondary Airport Control Station.
 AB5990  DESIGNATION -  FAA ASL B
 AB5990  PID         -  AB5990
 AB5990  STATE/COUNTY-  TX/HARRISON
 AB5990  USGS QUAD   -  MARSHALL EAST (1978)
 AB5990
 AB5990                         *CURRENT SURVEY CONTROL
 AB5990  ___________________________________________________________________
 AB5990* NAD 83(1993)-  32 31 23.22257(N)    094 18 37.11069(W)     ADJUSTED  
 AB5990* NAVD 88     -       108.13   (meters)     354.8    (feet)  GPS OBS   
 AB5990  ___________________________________________________________________
 AB5990  X           -    -404,588.494 (meters)                     COMP
 AB5990  Y           -  -5,367,937.315 (meters)                     COMP
 AB5990  Z           -   3,409,529.048 (meters)                     COMP
 AB5990  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AB5990  ELLIP HEIGHT-          81.88  (meters)          (02/14/01) GPS OBS
 AB5990  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AB5990
 AB5990  HORZ ORDER  -  FIRST
 AB5990  ELLP ORDER  -  FOURTH    CLASS I
 AB5990
 AB5990.This mark is at Harrison Co (ASL) Airport (ASL)
 AB5990
 AB5990.The horizontal coordinates were established by GPS observations
 AB5990.and adjusted by the National Geodetic Survey in August 1996..
 AB5990
 AB5990.The orthometric height was determined by GPS observations and a
 AB5990.high-resolution geoid model.
 AB5990
 AB5990.GPS derived orthometric heights for airport stations designated as
 AB5990.PACS or SACS are published to 2 decimal places.  This maintains
 AB5990.centimeter relative accuracy between the PACS and SACS.  It does
 AB5990.not indicate centimeter accuracy relative to other marks which are
 AB5990.part of the NAVD 88 network.
 AB5990
 AB5990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5990
 AB5990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5990
 AB5990.The ellipsoidal height was determined by GPS observations
 AB5990.and is referenced to NAD 83.
 AB5990
 AB5990.The geoid height was determined by GEOID03.
 AB5990
 AB5990;                    North         East     Units Scale Factor Converg.
 AB5990;SPC TXNC     - 2,102,820.022   993,495.038   MT  0.99991487   +2 17 06.1
 AB5990;SPC TXNC     - 6,899,002.02  3,259,491.64   sFT  0.99991487   +2 17 06.1
 AB5990;UTM  15      - 3,599,178.339   376,937.642   MT  0.99978675   -0 42 16.4
 AB5990
 AB5990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5990!SPC TXNC     -   0.99998714  x   0.99991487  =   0.99990202
 AB5990!UTM  15      -   0.99998714  x   0.99978675  =   0.99977390
 AB5990
 AB5990|---------------------------------------------------------------------|
 AB5990| PID    Reference Object                     Distance      Geod. Az  |
 AB5990|                                                           dddmmss.s |
 AB5990| AB2800 FAA ASL A 1994                      309.174 METERS 19926     |
 AB5990|---------------------------------------------------------------------|
 AB5990
 AB5990                          SUPERSEDED SURVEY CONTROL
 AB5990
 AB5990  ELLIP H (08/20/96)   81.94   (m)                       GP(       ) 4 1
 AB5990
 AB5990.Superseded values are not recommended for survey control.
 AB5990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5990.See file dsdata.txt to determine how the superseded data were derived.
 AB5990
 AB5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7693899178(NAD 83)
 AB5990_MARKER: I = METAL ROD
 AB5990_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB5990_STAMPING: FAA ASL B 1994
 AB5990_MARK LOGO: NGS   
 AB5990_PROJECTION: FLUSH
 AB5990_MAGNETIC: I = MARKER IS A STEEL ROD
 AB5990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5990+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5990_ROD/PIPE-DEPTH: 6.6  meters
 AB5990_SLEEVE-DEPTH  : 0.90 meters
 AB5990
 AB5990  HISTORY     - Date     Condition        Report By
 AB5990  HISTORY     - 1994     MONUMENTED       NGS
 AB5990
 AB5990                          STATION DESCRIPTION
 AB5990
 AB5990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB5990'THE STATION IS LOCATED ON THE EAST SIDE OF MARSHALL AT THE MARSHALL
 AB5990'HARRISON COUNTY AIRPORT, IN THE GRASS MEDIAN OF RUNWAY 15-33 AND THE
 AB5990'PARALLEL TAXI, AND ON THE NORTHWEST SIDE OF THE NORTHWEST MOST
 AB5990'CONNECTOR.  OWNERSHIP--HARRISON COUNTY, RT 9 BOX 3, MARSHALL, TX
 AB5990'75670.  AIRPORT MANAGER IS ROBERT R.  AIELLO.  PHONE 903-938-1394.
 AB5990'CONTACT HIM ONE DAY IN ADVANCE FOR AN ESCORT TO THE STATION.  TO REACH
 AB5990'FROM THE INTERSECTION OF U.S.  HIGHWAYS 80 AND 59 IN MARSHALL, GO EAST
 AB5990'AND SOUTHEAST ON HIGHWAY 80 FOR 3.13 KM (1.95 MI) TO A PAVED ROAD
 AB5990'RIGHT (WARREN DRIVE) AND A SIGN, NATIONAL GUARD ARMORY-MARSHALL
 AB5990'MUNICIPAL AIRPORT.  TURN RIGHT, SOUTH, ON WARREN DRIVE FOR 2.39 KM
 AB5990'(1.50 MI) TO THE AIRPORT ENTRANCE AND THE STATION ON THE LEFT. STATION
 AB5990'IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED
 AB5990'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AB5990'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 79.4 M (260.5
 AB5990'FT) NORTHEAST OF THE CENTER OF THE TAXI, 50.6 M (166.0 FT) SOUTHWEST
 AB5990'OF THE SOUTHWEST EDGE OF THE RUNWAY, 35.0 M (114.8 FT) NORTHWEST OF
 AB5990'THE CENTER OF THE CONNECTOR TAXI, 18.2 M (59.7 FT) NORTHEAST OF THE
 AB5990'NORTHEAST CORNER OF A DRAIN, AND 0.8 M (2.6 FT) SOUTHEAST OF A
 AB5990'FIBERGLASS WITNESS POST.  DESCRIBED BY D.G. AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5991 ***********************************************************************
 AB5991  SACS        -  This is a Secondary Airport Control Station.
 AB5991  DESIGNATION -  FAA ASL C
 AB5991  PID         -  AB5991
 AB5991  STATE/COUNTY-  TX/HARRISON
 AB5991  USGS QUAD   -  MARSHALL EAST (1978)
 AB5991
 AB5991                         *CURRENT SURVEY CONTROL
 AB5991  ___________________________________________________________________
 AB5991* NAD 83(1993)-  32 31 07.22618(N)    094 18 30.45474(W)     ADJUSTED  
 AB5991* NAVD 88     -       103.75   (meters)     340.4    (feet)  GPS OBS   
 AB5991  ___________________________________________________________________
 AB5991  X           -    -404,434.901 (meters)                     COMP
 AB5991  Y           -  -5,368,210.851 (meters)                     COMP
 AB5991  Z           -   3,409,111.196 (meters)                     COMP
 AB5991  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AB5991  ELLIP HEIGHT-          77.50  (meters)          (02/14/01) GPS OBS
 AB5991  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AB5991
 AB5991  HORZ ORDER  -  FIRST
 AB5991  ELLP ORDER  -  FOURTH    CLASS I
 AB5991
 AB5991.This mark is at Harrison Co (ASL) Airport (ASL)
 AB5991
 AB5991.The horizontal coordinates were established by GPS observations
 AB5991.and adjusted by the National Geodetic Survey in August 1996..
 AB5991
 AB5991.The orthometric height was determined by GPS observations and a
 AB5991.high-resolution geoid model.
 AB5991
 AB5991.GPS derived orthometric heights for airport stations designated as
 AB5991.PACS or SACS are published to 2 decimal places.  This maintains
 AB5991.centimeter relative accuracy between the PACS and SACS.  It does
 AB5991.not indicate centimeter accuracy relative to other marks which are
 AB5991.part of the NAVD 88 network.
 AB5991
 AB5991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5991
 AB5991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5991
 AB5991.The ellipsoidal height was determined by GPS observations
 AB5991.and is referenced to NAD 83.
 AB5991
 AB5991.The geoid height was determined by GEOID03.
 AB5991
 AB5991;                    North         East     Units Scale Factor Converg.
 AB5991;SPC TXNC     - 2,102,334.623   993,688.246   MT  0.99991559   +2 17 09.8
 AB5991;SPC TXNC     - 6,897,409.51  3,260,125.52   sFT  0.99991559   +2 17 09.8
 AB5991;UTM  15      - 3,598,683.588   377,105.249   MT  0.99978624   -0 42 12.5
 AB5991
 AB5991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5991!SPC TXNC     -   0.99998783  x   0.99991559  =   0.99990342
 AB5991!UTM  15      -   0.99998783  x   0.99978624  =   0.99977407
 AB5991
 AB5991|---------------------------------------------------------------------|
 AB5991| PID    Reference Object                     Distance      Geod. Az  |
 AB5991|                                                           dddmmss.s |
 AB5991| AB2800 FAA ASL A 1994                      341.990 METERS 30602     |
 AB5991|---------------------------------------------------------------------|
 AB5991
 AB5991                          SUPERSEDED SURVEY CONTROL
 AB5991
 AB5991  ELLIP H (08/20/96)   77.56   (m)                       GP(       ) 4 1
 AB5991
 AB5991.Superseded values are not recommended for survey control.
 AB5991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5991.See file dsdata.txt to determine how the superseded data were derived.
 AB5991
 AB5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR7710598684(NAD 83)
 AB5991_MARKER: I = METAL ROD
 AB5991_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB5991_STAMPING: FAA ASL C 1994
 AB5991_MARK LOGO: NGS   
 AB5991_PROJECTION: FLUSH
 AB5991_MAGNETIC: I = MARKER IS A STEEL ROD
 AB5991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB5991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5991+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB5991_ROD/PIPE-DEPTH: 10.7 meters
 AB5991_SLEEVE-DEPTH  : 0.90 meters
 AB5991
 AB5991  HISTORY     - Date     Condition        Report By
 AB5991  HISTORY     - 1994     MONUMENTED       NGS
 AB5991
 AB5991                          STATION DESCRIPTION
 AB5991
 AB5991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB5991'THE STATION IS LOCATED ON THE EAST SIDE OF MARSHALL AT THE MARSHALL
 AB5991'HARRISON COUNTY AIRPORT, IN GRASS IN THE SOUTH QUADRANT OF THE
 AB5991'JUNCTION OF RUNWAY 1-19 AND THE PARALLEL TAXI TO RUNWAY 15-33, AND
 AB5991'NEAR THE NORTHEAST END OF A CUTBANK.  OWNERSHIP--HARRISON COUNTY, RT 9
 AB5991'BOX 3, MARSHALL, TX 75670.  AIRPORT MANAGER IS ROBERT R.  AIELLO.
 AB5991'PHONE 903-938-1394.  CONTACT HIM ONE DAY IN ADVANCE FOR AN ESCORT TO
 AB5991'THE STATION.  TO REACH FROM THE INTERSECTION OF U.S.  HIGHWAYS 80 AND
 AB5991'59 IN MARSHALL, GO EAST AND SOUTHEAST ON HIGHWAY 80 FOR 3.13 KM (1.95
 AB5991'MI) TO A PAVED ROAD RIGHT (WARREN DRIVE) AND A SIGN, NATIONAL GUARD
 AB5991'ARMORY-MARSHALL MUNICIPAL AIRPORT.  TURN RIGHT, SOUTH, ON WARREN DRIVE
 AB5991'FOR 2.39 KM (1.50 MI) TO THE AIRPORT ENTRANCE AND THE STATION ON THE
 AB5991'LEFT.  STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN
 AB5991'A GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A
 AB5991'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 37.7
 AB5991'M (123.7 FT) SOUTHWEST OF THE CENTER OF A CURVE IN THE TAXI, 64.7 M
 AB5991'(212.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY, 19.6 M (64.3
 AB5991'FT) NORTHWEST OF THE TOP THE NORTHEAST END OF A CUTBANK, AND 1.0 M
 AB5991'(3.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.
 AB5991'AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2801 ***********************************************************************
 AB2801  PACS        -  This is a Primary Airport Control Station.
 AB2801  DESIGNATION -  FAA ATA A 1994
 AB2801  PID         -  AB2801
 AB2801  STATE/COUNTY-  TX/CASS
 AB2801  USGS QUAD   -  ATLANTA SOUTH (1969)
 AB2801
 AB2801                         *CURRENT SURVEY CONTROL
 AB2801  ___________________________________________________________________
 AB2801* NAD 83(1993)-  33 06 21.55745(N)    094 11 26.85459(W)     ADJUSTED  
 AB2801* NAVD 88     -        81.09   (meters)     266.0    (feet)  GPS OBS   
 AB2801  ___________________________________________________________________
 AB2801  X           -    -390,828.775 (meters)                     COMP
 AB2801  Y           -  -5,333,809.639 (meters)                     COMP
 AB2801  Z           -   3,463,840.743 (meters)                     COMP
 AB2801  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AB2801  ELLIP HEIGHT-          54.45  (meters)          (10/24/00) GPS OBS
 AB2801  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AB2801
 AB2801  HORZ ORDER  -  B
 AB2801  ELLP ORDER  -  FOURTH    CLASS II
 AB2801
 AB2801.This mark is at Atlanta Muni (ATA) Airport (ATA)
 AB2801
 AB2801.The horizontal coordinates were established by GPS observations
 AB2801.and adjusted by the National Geodetic Survey in February 1996..
 AB2801
 AB2801.The orthometric height was determined by GPS observations and a
 AB2801.high-resolution geoid model.
 AB2801
 AB2801.GPS derived orthometric heights for airport stations designated as
 AB2801.PACS or SACS are published to 2 decimal places.  This maintains
 AB2801.centimeter relative accuracy between the PACS and SACS.  It does
 AB2801.not indicate centimeter accuracy relative to other marks which are
 AB2801.part of the NAVD 88 network.
 AB2801
 AB2801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2801
 AB2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2801
 AB2801.The ellipsoidal height was determined by GPS observations
 AB2801.and is referenced to NAD 83.
 AB2801
 AB2801.The geoid height was determined by GEOID03.
 AB2801
 AB2801;                    North         East     Units Scale Factor Converg.
 AB2801;SPC TXNC     - 2,167,853.345 1,002,063.244   MT  0.99987307   +2 21 00.8
 AB2801;SPC TXNC     - 7,112,365.52  3,287,602.49   sFT  0.99987307   +2 21 00.8
 AB2801;UTM  15      - 3,663,667.591   388,891.024   MT  0.99975221   -0 39 01.7
 AB2801
 AB2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2801!SPC TXNC     -   0.99999145  x   0.99987307  =   0.99986452
 AB2801!UTM  15      -   0.99999145  x   0.99975221  =   0.99974366
 AB2801
 AB2801:                Primary Azimuth Mark                     Grid Az
 AB2801:SPC TXNC     -  ATLAPORT                                 235 00 50.4
 AB2801:UTM  15      -  ATLAPORT                                 238 00 52.9
 AB2801
 AB2801|---------------------------------------------------------------------|
 AB2801| PID    Reference Object                     Distance      Geod. Az  |
 AB2801|                                                           dddmmss.s |
 AB2801| DM1453 ATLAPORT                            415.714 METERS 2372151.2 |
 AB2801|---------------------------------------------------------------------|
 AB2801
 AB2801                          SUPERSEDED SURVEY CONTROL
 AB2801
 AB2801  ELLIP H (02/20/96)   54.50   (m)                       GP(       ) 1 1
 AB2801
 AB2801.Superseded values are not recommended for survey control.
 AB2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2801.See file dsdata.txt to determine how the superseded data were derived.
 AB2801
 AB2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8889163668(NAD 83)
 AB2801_MARKER: I = METAL ROD
 AB2801_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2801_STAMPING: FAA ATA A 1994
 AB2801_MARK LOGO: NGS   
 AB2801_PROJECTION: FLUSH
 AB2801_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2801+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2801_ROD/PIPE-DEPTH: 10.3 meters
 AB2801_SLEEVE-DEPTH  : 0.90 meters
 AB2801
 AB2801  HISTORY     - Date     Condition        Report By
 AB2801  HISTORY     - 1994     MONUMENTED       NGS
 AB2801
 AB2801                          STATION DESCRIPTION
 AB2801
 AB2801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2801'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTHWEST OF ATLANTA AT
 AB2801'THE ATLANTA MUNICIPAL AIRPORT, IN THE GRASS MEDIAN OF RUNWAY END 23
 AB2801'AND THE PARALLEL TAXI, AND ON THE NORTHWEST SIDE OF THE NORTHEAST END
 AB2801'OF A DRAINAGE DITCH.  OWNERSHIP--CITY OF ATLANTA, C/O CITY MANAGER
 AB2801'ANDRE S.  WIMER, P.O.  BOX 669, 310 NORTH LOUISE STREET, ATLANTA, TX
 AB2801'75551-0669.  PHONE 903-796-2192.  TO REACH THE STATION FROM THE
 AB2801'JUNCTION OF U.S.  HIGHWAY 59 AND STATE HIGHWAY 77 WEST, AT THE
 AB2801'SOUTHWEST SIDE OF ATLANTA.  GO SOUTHWEST ON U.S.  HIGHWAY 59 FOR 0.55
 AB2801'KM (0.35 MI) TO AIRPORT DRIVE ON THE LEFT.  TURN LEFT, SOUTH, ON
 AB2801'AIRPORT DRIVE FOR 0.5 KM (0.30 MI) TO THE END OF THE ROAD.  CONTINUE
 AB2801'AHEAD, SOUTHEAST, ACROSS APRON FOR 0.05 KM (0.05 MI) TO THE TAXI. TURN
 AB2801'LEFT, NORTHEAST, ALONG THE TAXI FOR 0.43 KM (0.25 MI) TO THE STATION
 AB2801'ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS
 AB2801'STEEL ROD IN A GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM
 AB2801'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 AB2801'GROUND.  IT IS 53.2 M (174.5 FT) NORTHWEST OF THE CENTER OF THE
 AB2801'RUNWAY, 20.1 M (65.9 FT) NORTHEAST OF THE CENTER OF THE TAXI, 40.9 M
 AB2801'(134.2 FT) SOUTHEAST OF THE SOUTH END OF THE STOP LINE, 30.6 M (100.4
 AB2801'FT) NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE CULVERT, AND 0.9 M
 AB2801'(3.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.
 AB2801'AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2802 ***********************************************************************
 AB2802  PACS        -  This is a Primary Airport Control Station.
 AB2802  DESIGNATION -  FAA F12 A
 AB2802  PID         -  AB2802
 AB2802  STATE/COUNTY-  TX/RUSK
 AB2802  USGS QUAD   -  HENDERSON (1973)
 AB2802
 AB2802                         *CURRENT SURVEY CONTROL
 AB2802  ___________________________________________________________________
 AB2802* NAD 83(1993)-  32 09 00.12011(N)    094 51 08.20997(W)     ADJUSTED  
 AB2802* NAVD 88     -       130.66   (meters)     428.7    (feet)  GPS OBS   
 AB2802  ___________________________________________________________________
 AB2802  X           -    -457,219.519 (meters)                     COMP
 AB2802  Y           -  -5,385,939.644 (meters)                     COMP
 AB2802  Z           -   3,374,584.252 (meters)                     COMP
 AB2802  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AB2802  ELLIP HEIGHT-         104.24  (meters)          (10/24/00) GPS OBS
 AB2802  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AB2802
 AB2802  HORZ ORDER  -  B
 AB2802  ELLP ORDER  -  FOURTH    CLASS II
 AB2802
 AB2802.This mark is at Rusk Co (F12) Airport (F12)
 AB2802
 AB2802.The horizontal coordinates were established by GPS observations
 AB2802.and adjusted by the National Geodetic Survey in February 1996..
 AB2802
 AB2802.The orthometric height was determined by GPS observations and a
 AB2802.high-resolution geoid model.
 AB2802
 AB2802.GPS derived orthometric heights for airport stations designated as
 AB2802.PACS or SACS are published to 2 decimal places.  This maintains
 AB2802.centimeter relative accuracy between the PACS and SACS.  It does
 AB2802.not indicate centimeter accuracy relative to other marks which are
 AB2802.part of the NAVD 88 network.
 AB2802
 AB2802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2802
 AB2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2802
 AB2802.The ellipsoidal height was determined by GPS observations
 AB2802.and is referenced to NAD 83.
 AB2802
 AB2802.The geoid height was determined by GEOID03.
 AB2802
 AB2802;                    North         East     Units Scale Factor Converg.
 AB2802;SPC TXNC     - 2,059,575.861   944,051.293   MT  0.99999542   +1 59 22.0
 AB2802;SPC TXNC     - 6,757,125.14  3,097,274.95   sFT  0.99999542   +1 59 22.0
 AB2802;UTM  15      - 3,558,568.851   325,314.402   MT  0.99997633   -0 59 09.3
 AB2802
 AB2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2802!SPC TXNC     -   0.99998363  x   0.99999542  =   0.99997905
 AB2802!UTM  15      -   0.99998363  x   0.99997633  =   0.99995996
 AB2802
 AB2802:                Primary Azimuth Mark                     Grid Az
 AB2802:SPC TXNC     -  HENPORT AZ MK                            185 12 06.9
 AB2802:UTM  15      -  HENPORT AZ MK                            188 10 38.2
 AB2802
 AB2802|---------------------------------------------------------------------|
 AB2802| PID    Reference Object                     Distance      Geod. Az  |
 AB2802|                                                           dddmmss.s |
 AB2802| CR1374 HENPORT AZ MK                       463.996 METERS 1871128.9 |
 AB2802|---------------------------------------------------------------------|
 AB2802
 AB2802                          SUPERSEDED SURVEY CONTROL
 AB2802
 AB2802  ELLIP H (02/20/96)  104.29   (m)                       GP(       ) 1 1
 AB2802
 AB2802.Superseded values are not recommended for survey control.
 AB2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2802.See file dsdata.txt to determine how the superseded data were derived.
 AB2802
 AB2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR2531458569(NAD 83)
 AB2802_MARKER: I = METAL ROD
 AB2802_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2802_STAMPING: FAA F12 A 1994
 AB2802_MARK LOGO: NGS   
 AB2802_PROJECTION: FLUSH
 AB2802_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2802+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2000
 AB2802_ROD/PIPE-DEPTH: 6.6  meters
 AB2802_SLEEVE-DEPTH  : 0.90 meters
 AB2802
 AB2802  HISTORY     - Date     Condition        Report By
 AB2802  HISTORY     - 1994     MONUMENTED       NGS
 AB2802  HISTORY     - 19990710 GOOD             TXDOT
 AB2802  HISTORY     - 20001226 GOOD             LOCENG
 AB2802
 AB2802                          STATION DESCRIPTION
 AB2802
 AB2802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2802'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) WEST OF HENDERSON AT THE
 AB2802'HENDERSON-RUNK COUNTY AIRPORT, IN BRUSH AT THE NORTH END OF THE
 AB2802'AIRFIELD, ALONG THE ENTRANCE ROAD AND ADJACENT TO A CATTLE YARD.
 AB2802'OWNERSHIP--RUSK COUNTY, 3355 F.M.  13 WEST, HENDERSON, TX 75652.
 AB2802'AIRPORT MANAGER IS J.W.  DUNN.  PHONE 903-657-7081.  TO REACH THE
 AB2802'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 79, 259, AND STATE HIGHWAY
 AB2802'64 IN HENDERSON, GO WEST ON HIGHWAY 64 FOR 3.47 KM (2.15 MI) TO A
 AB2802'CROSSROAD (EVENSIDE ROAD) .  TURN LEFT, SOUTH, ON EVENSIDE ROAD FOR
 AB2802'2.0 KM (1.25 MI) TO A CROSSROAD.  TURN RIGHT, WEST, ON FARM ROAD 13
 AB2802'(W.  MAIN STREET) FOR 3.30 KM (2.05 MI) TO A Y-JUNCTION.  BEAR LEFT,
 AB2802'WEST, ON FARM ROAD 13 FOR 0.61 KM (0.35 MI) TO THE AIRPORT ENTRANCE ON
 AB2802'THE LEFT.  TURN LEFT, SOUTH, ON THE ENTRANCE ROAD FOR 0.01 KM (0.00
 AB2802'MI) TO MI) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE
 AB2802'TOP CENTER OF A STAINLESS STEEL ROD IN A GREAS FILLED SLEEVE ENCASED
 AB2802'IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH
 AB2802'WITH THE GROUND.  IT IS 96.7 M (317.3 FT) SOUTH OF THE CENTER OF FARM
 AB2802'ROAD 13, 44.4 M (145.7 FT) NORTHWEST OF THE NORTH GATE POST OF A GATE
 AB2802'IN A PIPE FENCE, 26.5 M (86.9 FT) WEST OF AND ACROSS THE ROAD FROM THE
 AB2802'PIPE FENCE, 16.6 M (54.5 FT) WEST OF THE CENTER OF THE ENTRANCE ROAD,
 AB2802'AND 0.8 M (2.6 FT) EAST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY
 AB2802'D.G.  AUG
 AB2802
 AB2802                          STATION RECOVERY (1999)
 AB2802
 AB2802'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AB2802'RECOVERED IS GOOD, STATION IS 0.06 MILES (0.10 KM) SOUTH OF FM 13 AND
 AB2802'IN AN OPEN AND MOWED AREA NE OF THE NORTH END OF THE RUNWAY.
 AB2802
 AB2802                          STATION RECOVERY (2000)
 AB2802
 AB2802'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (REF)
 AB2802'MARKER POST HAS BEEN DESTROYED, BUT STATION IS IN EXCELLENT SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2803 ***********************************************************************
 AB2803  PACS        -  This is a Primary Airport Control Station.
 AB2803  DESIGNATION -  FAA F17 A
 AB2803  PID         -  AB2803
 AB2803  STATE/COUNTY-  TX/SHELBY
 AB2803  USGS QUAD   -  CENTER (1984)
 AB2803
 AB2803                         *CURRENT SURVEY CONTROL
 AB2803  ___________________________________________________________________
 AB2803* NAD 83(1993)-  31 49 28.92251(N)    094 09 15.10300(W)     ADJUSTED  
 AB2803* NAVD 88     -        88.46   (meters)     290.2    (feet)  GPS OBS   
 AB2803  ___________________________________________________________________
 AB2803  X           -    -392,947.312 (meters)                     COMP
 AB2803  Y           -  -5,410,134.977 (meters)                     COMP
 AB2803  Z           -   3,343,964.022 (meters)                     COMP
 AB2803  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AB2803  ELLIP HEIGHT-          62.15  (meters)          (10/24/00) GPS OBS
 AB2803  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AB2803
 AB2803  HORZ ORDER  -  B
 AB2803  ELLP ORDER  -  FOURTH    CLASS II
 AB2803
 AB2803.This mark is at Center Muni (F17) Airport (F17)
 AB2803
 AB2803.The horizontal coordinates were established by GPS observations
 AB2803.and adjusted by the National Geodetic Survey in February 1996..
 AB2803
 AB2803.The orthometric height was determined by GPS observations and a
 AB2803.high-resolution geoid model.
 AB2803
 AB2803.GPS derived orthometric heights for airport stations designated as
 AB2803.PACS or SACS are published to 2 decimal places.  This maintains
 AB2803.centimeter relative accuracy between the PACS and SACS.  It does
 AB2803.not indicate centimeter accuracy relative to other marks which are
 AB2803.part of the NAVD 88 network.
 AB2803
 AB2803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2803
 AB2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2803
 AB2803.The ellipsoidal height was determined by GPS observations
 AB2803.and is referenced to NAD 83.
 AB2803
 AB2803.The geoid height was determined by GEOID03.
 AB2803
 AB2803;                    North         East     Units Scale Factor Converg.
 AB2803;SPC TX C     - 3,255,481.887 1,284,684.645   MT  0.99998478   +3 10 57.4
 AB2803;SPC TX C     -10,680,693.49  4,214,836.21   sFT  0.99998478   +3 10 57.4
 AB2803;UTM  15      - 3,521,585.562   390,769.873   MT  0.99974715   -0 36 31.3
 AB2803
 AB2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2803!SPC TX C     -   0.99999024  x   0.99998478  =   0.99997502
 AB2803!UTM  15      -   0.99999024  x   0.99974715  =   0.99973739
 AB2803
 AB2803:                Primary Azimuth Mark                     Grid Az
 AB2803:SPC TX C     -  FAA F17 C                                346 55 17.6
 AB2803:UTM  15      -  FAA F17 C                                350 42 46.3
 AB2803
 AB2803|---------------------------------------------------------------------|
 AB2803| PID    Reference Object                     Distance      Geod. Az  |
 AB2803|                                                           dddmmss.s |
 AB2803| AB6241 FAA F17 C                           APPROX. 0.9 KM 3500615.0 |
 AB2803| AB6240 FAA F17 B                           450.533 METERS 3505959.8 |
 AB2803|---------------------------------------------------------------------|
 AB2803
 AB2803                          SUPERSEDED SURVEY CONTROL
 AB2803
 AB2803  ELLIP H (02/20/96)   62.20   (m)                       GP(       ) 1 1
 AB2803
 AB2803.Superseded values are not recommended for survey control.
 AB2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2803.See file dsdata.txt to determine how the superseded data were derived.
 AB2803
 AB2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR9077021586(NAD 83)
 AB2803_MARKER: I = METAL ROD
 AB2803_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2803_STAMPING: FAA F17 A 1994
 AB2803_MARK LOGO: NGS   
 AB2803_PROJECTION: FLUSH
 AB2803_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2803+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2803_ROD/PIPE-DEPTH: 4.4  meters
 AB2803_SLEEVE-DEPTH  : 0.90 meters
 AB2803
 AB2803  HISTORY     - Date     Condition        Report By
 AB2803  HISTORY     - 1994     MONUMENTED       NGS
 AB2803  HISTORY     - 19990710 GOOD             TXDOT
 AB2803
 AB2803                          STATION DESCRIPTION
 AB2803
 AB2803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2803'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF CENTER AT THE
 AB2803'CENTER MUNICIPAL AIRPORT, IN THE GRASS MEDIAN OF RUNWAY END 34 AND THE
 AB2803'PARALLEL TAXI.  OWNERSHIP--CITY OF CENTER, RT.  7 BOX 1540, CENTER, TX
 AB2803'75935.  AIRPORT MANAGER IS ALLEN PENICK.  PHONE 409-598-8119.  HOME
 AB2803'PHONE IS 409-598-5221.  CALL ONE DAY IN ADVANCE TO MAKE SURE THE GATE
 AB2803'IS UNLOCKED.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 87 AND
 AB2803'7 IN DOWNTOWN CENTER, GO EAST ON HIGHWAY 7 FOR 4.22 KM (2.60 MI) TO A
 AB2803'PAVED ROAD LEFT (FARM ROAD 1656) .  TURN LEFT, NORTH, ON FARM ROAD
 AB2803'1656 FOR 0.52 KM (0.30 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 AB2803'LEFT, NORTHERLY, ON THE ENTRANCE ROAD FOR 0.15 KM (0.10 MI) TO A GATE
 AB2803'ON THE NORTH SIDE OF THE AIRPORT OFFICE. TURN LEFT, WEST, PASSING
 AB2803'THROUGH GATE AND CROSSING APRON FOR 0.12 KM (0.05 MI) TO THE TAXI.
 AB2803'TURN LEFT, SOUTH, ALONG TAXI FOR 0.81 KM (0.50 MI) TO THE STATION ON
 AB2803'THE RIGHT.  STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL
 AB2803'ROD IN A GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AB2803'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AB2803'IS 70.9 M (232.6 FT) EAST-NORTHEAST OF THE NORTHEAST EDGE OF THE
 AB2803'RUNWAY, 38.3 M (125.7 FT) NORTH OF THE CENTER OF THE STOP LINE, 37.8 M
 AB2803'(124.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE CONNECTOR TAXI, 24.3 M
 AB2803'(79.7 FT) WEST-SOUTHWEST OF THE CENTER OF THE TAXI, 26.4 M (86.6 FT)
 AB2803'NORTHEAST OF THE NORTH CORNER OF A CONCRETE CULVERT, AND 0.8 M (2.6
 AB2803'FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.
 AB2803'AUG
 AB2803
 AB2803                          STATION RECOVERY (1999)
 AB2803
 AB2803'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AB2803'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6240 ***********************************************************************
 AB6240  SACS        -  This is a Secondary Airport Control Station.
 AB6240  DESIGNATION -  FAA F17 B
 AB6240  PID         -  AB6240
 AB6240  STATE/COUNTY-  TX/SHELBY
 AB6240  USGS QUAD   -  CENTER (1984)
 AB6240
 AB6240                         *CURRENT SURVEY CONTROL
 AB6240  ___________________________________________________________________
 AB6240* NAD 83(1993)-  31 49 43.36960(N)    094 09 17.78315(W)     ADJUSTED  
 AB6240* NAVD 88     -        91.02   (meters)     298.6    (feet)  GPS OBS   
 AB6240  ___________________________________________________________________
 AB6240  X           -    -393,000.766 (meters)                     COMP
 AB6240  Y           -  -5,409,897.999 (meters)                     COMP
 AB6240  Z           -   3,344,343.461 (meters)                     COMP
 AB6240  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 AB6240  ELLIP HEIGHT-          64.72  (meters)          (03/05/01) GPS OBS
 AB6240  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AB6240
 AB6240  HORZ ORDER  -  FIRST
 AB6240  ELLP ORDER  -  FOURTH    CLASS II
 AB6240
 AB6240.This mark is at Center Muni (F17) Airport (F17)
 AB6240
 AB6240.The horizontal coordinates were established by GPS observations
 AB6240.and adjusted by the National Geodetic Survey in August 1996..
 AB6240
 AB6240.The orthometric height was determined by GPS observations and a
 AB6240.high-resolution geoid model.
 AB6240
 AB6240.GPS derived orthometric heights for airport stations designated as
 AB6240.PACS or SACS are published to 2 decimal places.  This maintains
 AB6240.centimeter relative accuracy between the PACS and SACS.  It does
 AB6240.not indicate centimeter accuracy relative to other marks which are
 AB6240.part of the NAVD 88 network.
 AB6240
 AB6240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6240
 AB6240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6240
 AB6240.The ellipsoidal height was determined by GPS observations
 AB6240.and is referenced to NAD 83.
 AB6240
 AB6240.The geoid height was determined by GEOID03.
 AB6240
 AB6240;                    North         East     Units Scale Factor Converg.
 AB6240;SPC TX C     - 3,255,922.267 1,284,589.570   MT  0.99998578   +3 10 56.1
 AB6240;SPC TX C     -10,682,138.30  4,214,524.28   sFT  0.99998578   +3 10 56.1
 AB6240;UTM  15      - 3,522,031.158   390,704.141   MT  0.99974732   -0 36 33.0
 AB6240
 AB6240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6240!SPC TX C     -   0.99998984  x   0.99998578  =   0.99997562
 AB6240!UTM  15      -   0.99998984  x   0.99974732  =   0.99973716
 AB6240
 AB6240:                Primary Azimuth Mark                     Grid Az
 AB6240:SPC TX C     -  FAA F17 A                                167 49 02.3
 AB6240:UTM  15      -  FAA F17 A                                171 36 31.4
 AB6240
 AB6240|---------------------------------------------------------------------|
 AB6240| PID    Reference Object                     Distance      Geod. Az  |
 AB6240|                                                           dddmmss.s |
 AB6240| AB2803 FAA F17 A                           450.533 METERS 1705958.4 |
 AB6240|---------------------------------------------------------------------|
 AB6240
 AB6240                          SUPERSEDED SURVEY CONTROL
 AB6240
 AB6240  ELLIP H (08/26/96)   64.77   (m)                       GP(       ) 4 2
 AB6240
 AB6240.Superseded values are not recommended for survey control.
 AB6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6240.See file dsdata.txt to determine how the superseded data were derived.
 AB6240
 AB6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR9070422031(NAD 83)
 AB6240_MARKER: I = METAL ROD
 AB6240_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6240_STAMPING: FAA F17 B 1994
 AB6240_MARK LOGO: NGS   
 AB6240_PROJECTION: FLUSH
 AB6240_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6240+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 AB6240_ROD/PIPE-DEPTH: 4.1  meters
 AB6240_SLEEVE-DEPTH  : 0.90 meters
 AB6240
 AB6240  HISTORY     - Date     Condition        Report By
 AB6240  HISTORY     - 1994     MONUMENTED       NGS
 AB6240  HISTORY     - 20060825 GOOD             INDIV
 AB6240
 AB6240                          STATION DESCRIPTION
 AB6240
 AB6240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6240'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF CENTER AT THE
 AB6240'CENTER MUNICIPAL AIRPORT, IN THE GRASS MEDIAN OF RUNWAY 16-34 AND THE
 AB6240'PARALLEL TAXI, AND ON THE SOUTHEAST SIDE OF A CONNECTOR.
 AB6240'OWNERSHIP--CITY OF CENTER, RT.  7 BOX 1540, CENTER, TX 75935. AIRPORT
 AB6240'MANAGER IS ALLEN PENICK.  PHONE 409-598-8119.  HOME PHONE IS
 AB6240'409-598-5221.  CALL ONE DAY IN ADVANCE TO MAKE SURE THE GATE IS
 AB6240'UNLOCKED.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 87 AND 7
 AB6240'IN DOWNTOWN CENTER, GO EAST ON HIGHWAY 7 FOR 4.22 KM (2.60 MI) TO A
 AB6240'PAVED ROAD LEFT (FARM ROAD 1656) .  TURN LEFT, NORTH, ON FARM ROAD
 AB6240'1656 FOR 0.52 KM (0.30 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 AB6240'LEFT, NORTHERLY, ON THE ENTRANCE ROAD FOR 0.15 KM (0.10 MI) TO A GATE
 AB6240'ON THE NORTH SIDE OF THE AIRPORT OFFICE.  TURN LEFT, WEST, PASSING
 AB6240'THROUGH GATE AND CROSSING APRON FOR 0.12 KM (0.05 MI) TO THE TAXI.
 AB6240'TURN LEFT, SOUTH, ALONG TAXI FOR 0.36 KM (0.20 MI) TO THE STATION ON
 AB6240'THE RIGHT.  STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL
 AB6240'ROD IN A GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AB6240'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AB6240'IS ABOUT 15 M (49.2 FT) EAST-NORTHEAST OF A LARGE DRAINAGE DITCH, 34.9
 AB6240'M (114.5 FT) SOUTHEAST OF THE CENTER OF THE STOP LINE, 33.5 M (109.9
 AB6240'FT) SOUTH-SOUTHEAST OF THE CENTER OF THE CONNECTOR TAXI, 20.7 M (67.9
 AB6240'FT) WEST-SOUTHWEST OF THE CENTER OF THE TAXI, 24.9 M (81.7 FT) EAST OF
 AB6240'THE EAST CORNER OF A CONCRETE CULVERT, AND 0.8 M (2.6 FT) NORTH OF A
 AB6240'FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG.  NOTE--SLEEVE DEPTH
 AB6240'DOES NOT MEET CLASS A CRITERIA. NOTE--THIS STATION WAS SELECTED AS A
 AB6240'SACS.
 AB6240
 AB6240                          STATION RECOVERY (2006)
 AB6240
 AB6240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (GH)
 AB6240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6241 ***********************************************************************
 AB6241  SACS        -  This is a Secondary Airport Control Station.
 AB6241  DESIGNATION -  FAA F17 C
 AB6241  PID         -  AB6241
 AB6241  STATE/COUNTY-  TX/SHELBY
 AB6241  USGS QUAD   -  CENTER (1984)
 AB6241
 AB6241                         *CURRENT SURVEY CONTROL
 AB6241  ___________________________________________________________________
 AB6241* NAD 83(1993)-  31 49 57.54572(N)    094 09 20.95197(W)     ADJUSTED  
 AB6241* NAVD 88     -        93.76   (meters)     307.6    (feet)  GPS OBS   
 AB6241  ___________________________________________________________________
 AB6241  X           -    -393,067.357 (meters)                     COMP
 AB6241  Y           -  -5,409,664.597 (meters)                     COMP
 AB6241  Z           -   3,344,715.884 (meters)                     COMP
 AB6241  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 AB6241  ELLIP HEIGHT-          67.46  (meters)          (03/05/01) GPS OBS
 AB6241  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AB6241
 AB6241  HORZ ORDER  -  FIRST
 AB6241  ELLP ORDER  -  FOURTH    CLASS II
 AB6241
 AB6241.This mark is at Center Muni (F17) Airport (F17)
 AB6241
 AB6241.The horizontal coordinates were established by GPS observations
 AB6241.and adjusted by the National Geodetic Survey in August 1996..
 AB6241
 AB6241.The orthometric height was determined by GPS observations and a
 AB6241.high-resolution geoid model.
 AB6241
 AB6241.GPS derived orthometric heights for airport stations designated as
 AB6241.PACS or SACS are published to 2 decimal places.  This maintains
 AB6241.centimeter relative accuracy between the PACS and SACS.  It does
 AB6241.not indicate centimeter accuracy relative to other marks which are
 AB6241.part of the NAVD 88 network.
 AB6241
 AB6241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6241
 AB6241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6241
 AB6241.The ellipsoidal height was determined by GPS observations
 AB6241.and is referenced to NAD 83.
 AB6241
 AB6241.The geoid height was determined by GEOID03.
 AB6241
 AB6241;                    North         East     Units Scale Factor Converg.
 AB6241;SPC TX C     - 3,256,353.602 1,284,482.135   MT  0.99998678   +3 10 54.4
 AB6241;SPC TX C     -10,683,553.44  4,214,171.80   sFT  0.99998678   +3 10 54.4
 AB6241;UTM  15      - 3,522,468.549   390,625.482   MT  0.99974754   -0 36 34.9
 AB6241
 AB6241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6241!SPC TX C     -   0.99998941  x   0.99998678  =   0.99997619
 AB6241!UTM  15      -   0.99998941  x   0.99974754  =   0.99973695
 AB6241
 AB6241:                Primary Azimuth Mark                     Grid Az
 AB6241:SPC TX C     -  FAA F17 A                                166 55 17.5
 AB6241:UTM  15      -  FAA F17 A                                170 42 46.8
 AB6241
 AB6241|---------------------------------------------------------------------|
 AB6241| PID    Reference Object                     Distance      Geod. Az  |
 AB6241|                                                           dddmmss.s |
 AB6241| AB2803 FAA F17 A                           APPROX. 0.9 KM 1700611.9 |
 AB6241|---------------------------------------------------------------------|
 AB6241
 AB6241                          SUPERSEDED SURVEY CONTROL
 AB6241
 AB6241  ELLIP H (08/26/96)   67.51   (m)                       GP(       ) 4 2
 AB6241
 AB6241.Superseded values are not recommended for survey control.
 AB6241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6241.See file dsdata.txt to determine how the superseded data were derived.
 AB6241
 AB6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR9062522469(NAD 83)
 AB6241_MARKER: I = METAL ROD
 AB6241_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6241_STAMPING: FAA F17 C 1994
 AB6241_MARK LOGO: NGS   
 AB6241_PROJECTION: FLUSH
 AB6241_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6241+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB6241_ROD/PIPE-DEPTH: 4.9  meters
 AB6241_SLEEVE-DEPTH  : 0.90 meters
 AB6241
 AB6241  HISTORY     - Date     Condition        Report By
 AB6241  HISTORY     - 1994     MONUMENTED       NGS
 AB6241
 AB6241                          STATION DESCRIPTION
 AB6241
 AB6241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6241'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF CENTER AT THE
 AB6241'CENTER MUNICIPAL AIRPORT, IN THE GRASS MEDIAN OF RUNWAY 16-34 AND THE
 AB6241'PARALLEL TAXI, ON THE SOUTHEAST SIDE OF A CONNECTOR, AND ACROSS THE
 AB6241'APRON AND TAXI FROM THE HANGARS.  OWNERSHIP--CITY OF CENTER, RT.  7
 AB6241'BOX 1540, CENTER, TX 75935.  AIRPORT MANAGER IS ALLEN PENICK.  PHONE
 AB6241'409-598-8119.  HOME PHONE IS 409-598-5221.  CALL ONE DAY IN ADVANCE TO
 AB6241'MAKE SURE THE GATE IS UNLOCKED.  TO REACH FROM THE INTERSECTION OF
 AB6241'STATE HIGHWAYS 87 AND 7 IN DOWNTOWN CENTER, GO EAST ON HIGHWAY 7 FOR
 AB6241'4.22 KM (2.60 MI) TO A PAVED ROAD LEFT (FARM ROAD 1656) .  TURN LEFT,
 AB6241'NORTH, ON FARM ROAD 1656 FOR 0.52 KM (0.30 MI) TO THE AIRPORT ENTRANCE
 AB6241'ON THE LEFT.  TURN LEFT, NORTHERLY, ON THE ENTRANCE ROAD FOR 0.15 KM
 AB6241'(0.10 MI) TO A GATE ON THE NORTH SIDE OF THE AIRPORT OFFICE. TURN
 AB6241'LEFT, WEST, PASSING THROUGH GATE AND CROSSING APRON FOR 0.12 KM (0.05
 AB6241'MI) TO THE TAXI.  TURN RIGHT, NORTH, ALONG TAXI FOR 0.08 KM (0.05 MI)
 AB6241'TO THE STATION ON THE LEFT.  STATION IS A PUNCH HOLE TOP CENTER OF A
 AB6241'STAINLESS STEEL ROD IN A GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A
 AB6241'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH
 AB6241'THE GROUND.  IT IS ABOUT 12 M (39.4 FT) EAST-NORTHEAST OF A LARGE
 AB6241'DRAINAGE DITCH, 46.3 M (151.9 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE
 AB6241'CONNECTOR AND ON THE EXTENDED CENTER OF THE STOP LINE, 45.8 M (150.3
 AB6241'FT) WEST-SOUTHWEST OF THE CENTER OF THE TAXI, 33.6 M (110.2 FT)
 AB6241'NORTHWEST OF THE WEST CORNER OF A CONCRETE CULVERT, 36.9 M (121.1 FT)
 AB6241'WEST-SOUTHWEST OF TAXI LIGHT NUMBER 89, AND 0.9 M (3.0 FT)
 AB6241'NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G. AUG.
 AB6241'NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.  NOTE--THIS STATION
 AB6241'SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1473 ***********************************************************************
 DM1473  DESIGNATION -  FAA F53 A
 DM1473  PID         -  DM1473
 DM1473  STATE/COUNTY-  TX/FRANKLIN
 DM1473  USGS QUAD   -  MOUNT VERNON (1964)
 DM1473
 DM1473                         *CURRENT SURVEY CONTROL
 DM1473  ___________________________________________________________________
 DM1473* NAD 83(1993)-  33 12 48.34541(N)    095 14 05.39907(W)     ADJUSTED  
 DM1473* NAVD 88     -       123.8    (meters)     406.     (feet)  VERTCON   
 DM1473  ___________________________________________________________________
 DM1473  X           -    -487,359.458 (meters)                     COMP
 DM1473  Y           -  -5,319,347.937 (meters)                     COMP
 DM1473  Z           -   3,473,839.753 (meters)                     COMP
 DM1473  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DM1473  ELLIP HEIGHT-          97.27  (meters)          (02/16/96) GPS OBS
 DM1473  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM1473
 DM1473  HORZ ORDER  -  THIRD
 DM1473  ELLP ORDER  -  FIFTH     CLASS I
 DM1473
 DM1473.This mark is at Mount Vernon (F53) Airport (F53)
 DM1473
 DM1473.The horizontal coordinates were established by GPS observations
 DM1473.and adjusted by the National Geodetic Survey in February 1996..
 DM1473
 DM1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1473
 DM1473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1473
 DM1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1473
 DM1473.The ellipsoidal height was determined by GPS observations
 DM1473.and is referenced to NAD 83.
 DM1473
 DM1473.The geoid height was determined by GEOID03.
 DM1473
 DM1473;                    North         East     Units Scale Factor Converg.
 DM1473;SPC TXNC     - 2,176,250.175   904,316.987   MT  0.99987659   +1 46 50.9
 DM1473;SPC TXNC     - 7,139,914.12  2,966,913.31   sFT  0.99987659   +1 46 50.9
 DM1473;UTM  15      - 3,677,173.887   291,714.010   MT  1.00013491   -1 13 28.5
 DM1473
 DM1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1473!SPC TXNC     -   0.99998473  x   0.99987659  =   0.99986132
 DM1473!UTM  15      -   0.99998473  x   1.00013491  =   1.00011964
 DM1473
 DM1473:                Primary Azimuth Mark                     Grid Az
 DM1473:SPC TXNC     -  FAA F53 B                                314 55 44.1
 DM1473:UTM  15      -  FAA F53 B                                317 56 03.5
 DM1473
 DM1473|---------------------------------------------------------------------|
 DM1473| PID    Reference Object                     Distance      Geod. Az  |
 DM1473|                                                           dddmmss.s |
 DM1473| DM1474 FAA F53 B                           APPROX. 0.6 KM 3164235.0 |
 DM1473|---------------------------------------------------------------------|
 DM1473
 DM1473                          SUPERSEDED SURVEY CONTROL
 DM1473
 DM1473  NAD 83(1993)-  33 12 48.34739(N)    095 14 05.39671(W) AD(       ) 3
 DM1473  NAD 83(1986)-  33 12 48.35008(N)    095 14 05.38453(W) AD(       ) 3
 DM1473  NGVD 29 (10/18/91)  123.8    (m)          406.     (f) GPS OBS        
 DM1473
 DM1473.Superseded values are not recommended for survey control.
 DM1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1473.See file dsdata.txt to determine how the superseded data were derived.
 DM1473
 DM1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9171477174(NAD 83)
 DM1473_MARKER: I = METAL ROD
 DM1473_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1473_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1473_STAMPING: FAA F53 A 1991
 DM1473_MARK LOGO: NGS   
 DM1473_PROJECTION: FLUSH
 DM1473_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1473+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DM1473_ROD/PIPE-DEPTH: 4.6  meters
 DM1473_SLEEVE-DEPTH  : 1.0 meters
 DM1473
 DM1473  HISTORY     - Date     Condition        Report By
 DM1473  HISTORY     - 1991     MONUMENTED       NGS
 DM1473
 DM1473                          STATION DESCRIPTION
 DM1473
 DM1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DM1473'STATION IS LOCATED ABOUT 2 MI (3.2 KM) NORTH OF MOUNT VERNON, 16 MI
 DM1473'(25.7 KM) WEST-NORTHWEST OF MOUNT PLEASANT, 0.5 MI (0.8 KM) WEST OF
 DM1473'STATE ROUTE 37, AT FRANKLIN COUNTY AIRPORT, AT THE JUNCTION OF A TAXI
 DM1473'APPROACH AND RUNWAY 13-31. OWNERSHIP--FRANKLIN COUNTY, P.O.BOX 577,
 DM1473'MOUNT VERNON, TX 75457. MANAGER-NO MANAGER AT THIS TIME, THE
 DM1473'FOLLOWING PEOPLE CAN BE NOTIFIED AT TIME OF WORK.  JUDGE WAYNE
 DM1473'FOSTER, PHONE IS 214-537-2342, RES PHONE IS 214-537-2587.  BOB
 DM1473'WRIGHT, BUS PHONE IS 214-537-2228, RES PHONE IS 214-537-4241.
 DM1473'TO REACH THE STAION FROM THE INTERSTATE 30, STATE ROUTE 37 INTERCHANGE
 DM1473'(EXIT 146), AT THE SOUTH SIDE OF MOUNT VERNON, GO NORTHERLY ALONG
 DM1473'STATE ROUTE 37 FOR  2.55 MI (4.10 KM) TO THE SOUTHWEST CORNER OF THE
 DM1473'TOWN SQUARE. FOLLOW STATE ROUTE 37 NORTHERLY FOR 1.85 MI (2.98 KM) TO
 DM1473'THE JUNCTION OF FRANKLIN COUNTY ROAD NW 1030 ON THE LEFT AT AN
 DM1473'AIRPORT SIGN. TURN LEFT, WESTERLY, ALONG FRANKLIN COUNTY ROAD 1030
 DM1473'FOR 0.5 MI (0.8 KM) TO A IRON GATE ON THE LEFT. TURN LEFT PASSING
 DM1473'THROUGH GATE FOR 0.05 MI (0.08 KM) TO THE TERMINAL BUILDING (BRICK
 DM1473'BUILDING). PASS TO THE SOUTHEAST SIDE OF BUILDING AND MAKE WAY ACROSS
 DM1473'PAVED APRON FOR ABOUT 0.15 MI (0.24 KM) TO THE JUNCTION OF THE TAXI
 DM1473'APPROACH AND RUNWAY 13-31 AND THE STATION ON THE RIGHT.
 DM1473'STATION IS 54.5 FT (16.6 M) NORTHEAST OF THE CENTER OF THE RUNWAY,
 DM1473'14.0 FT (4.3 M) NORTHEAST OF RUNWAY LIGHT NUMBER 39, 106.3 FT
 DM1473'(32.4 M) NORTHWEST OF THE NORTHWEST EDGE OF A PAVED TAXI APPROACH,
 DM1473'66.0 FT (20.1 M) NORTHWEST OF THE NORTH CORNER OF CONCRETE SLAB FOR
 DM1473'AN ARROW GUIDANCE SIGN, AND 1.0 FT (0.3 M) SOUTHEAST OF A SHORT
 DM1473'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1474 ***********************************************************************
 DM1474  DESIGNATION -  FAA F53 B
 DM1474  PID         -  DM1474
 DM1474  STATE/COUNTY-  TX/FRANKLIN
 DM1474  USGS QUAD   -  MOUNT VERNON (1964)
 DM1474
 DM1474                         *CURRENT SURVEY CONTROL
 DM1474  ___________________________________________________________________
 DM1474* NAD 83(1993)-  33 13 03.35023(N)    095 14 22.21596(W)     ADJUSTED  
 DM1474* NAVD 88     -       121.4    (meters)     398.     (feet)  VERTCON   
 DM1474  ___________________________________________________________________
 DM1474  X           -    -487,769.837 (meters)                     COMP
 DM1474  Y           -  -5,319,054.007 (meters)                     COMP
 DM1474  Z           -   3,474,225.179 (meters)                     COMP
 DM1474  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DM1474  ELLIP HEIGHT-          94.86  (meters)          (02/16/96) GPS OBS
 DM1474  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM1474
 DM1474  HORZ ORDER  -  THIRD
 DM1474  ELLP ORDER  -  FIFTH     CLASS I
 DM1474
 DM1474.This mark is at Mount Vernon (F53) Airport (F53)
 DM1474
 DM1474.The horizontal coordinates were established by GPS observations
 DM1474.and adjusted by the National Geodetic Survey in February 1996..
 DM1474
 DM1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1474
 DM1474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1474
 DM1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1474
 DM1474.The ellipsoidal height was determined by GPS observations
 DM1474.and is referenced to NAD 83.
 DM1474
 DM1474.The geoid height was determined by GEOID03.
 DM1474
 DM1474;                    North         East     Units Scale Factor Converg.
 DM1474;SPC TXNC     - 2,176,698.640   903,867.408   MT  0.99987680   +1 46 41.7
 DM1474;SPC TXNC     - 7,141,385.45  2,965,438.32   sFT  0.99987680   +1 46 41.7
 DM1474;UTM  15      - 3,677,645.429   291,288.453   MT  1.00013710   -1 13 38.2
 DM1474
 DM1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1474!SPC TXNC     -   0.99998511  x   0.99987680  =   0.99986191
 DM1474!UTM  15      -   0.99998511  x   1.00013710  =   1.00012221
 DM1474
 DM1474:                Primary Azimuth Mark                     Grid Az
 DM1474:SPC TXNC     -  FAA F53 A                                134 55 44.1
 DM1474:UTM  15      -  FAA F53 A                                137 56 04.0
 DM1474
 DM1474|---------------------------------------------------------------------|
 DM1474| PID    Reference Object                     Distance      Geod. Az  |
 DM1474|                                                           dddmmss.s |
 DM1474| DM1473 FAA F53 A                           APPROX. 0.6 KM 1364225.8 |
 DM1474|---------------------------------------------------------------------|
 DM1474
 DM1474                          SUPERSEDED SURVEY CONTROL
 DM1474
 DM1474  NAD 83(1993)-  33 13 03.35220(N)    095 14 22.21360(W) AD(       ) 3
 DM1474  NAD 83(1986)-  33 13 03.35490(N)    095 14 22.20142(W) AD(       ) 3
 DM1474  NGVD 29 (10/18/91)  121.4    (m)          398.     (f) GPS OBS        
 DM1474
 DM1474.Superseded values are not recommended for survey control.
 DM1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1474.See file dsdata.txt to determine how the superseded data were derived.
 DM1474
 DM1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9128877645(NAD 83)
 DM1474_MARKER: I = METAL ROD
 DM1474_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1474_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DM1474_STAMPING: FAA F53 B 1991
 DM1474_MARK LOGO: NGS   
 DM1474_PROJECTION: FLUSH
 DM1474_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1474+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DM1474_ROD/PIPE-DEPTH: 4.3  meters
 DM1474_SLEEVE-DEPTH  : 1.0 meters
 DM1474
 DM1474  HISTORY     - Date     Condition        Report By
 DM1474  HISTORY     - 1991     MONUMENTED       NGS
 DM1474
 DM1474                          STATION DESCRIPTION
 DM1474
 DM1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 DM1474'STATION IS LOCATED ABOUT 2 MI (3.2 KM) NORTH OF MOUNT VERNON, 16 MI
 DM1474'(25.7 KM) WEST-NORTHWEST OF MOUNT PLEASANT, 0.5 MI (0.8 KM) WEST OF
 DM1474'STATE ROUTE 37, AT THE FRANKLIN COUNTY AIRPORT, NEAR THE NORTHWEST
 DM1474'END OF RUNWAY 13-31. OWNERSHIP--FRANKLIN COUNTY, P.O.BOX 577, MOUNT
 DM1474'VERNON, TX 75457. MANAGER-NO MANAGER AT THIS TIME. THE FOLLOWING
 DM1474'CONTACTS CAN BE NOTIFIED.  JUDGE WAYNE FOSTER, PHONE IS 214-537-2342,
 DM1474'RES 214-537-2587.  BOB WRIGHT, BUS PHONE IS 214-537-2228, RES PHONE
 DM1474'IS 214-537-2228.
 DM1474'TO REACH THE STATION FROM INTERSTATE 30 AND STATE ROUTE 37 INTERCHANGE
 DM1474'(EXIT 146), AT THE SOUTH SIDE OF MOUNT VERNON, GO NORTHERLY ALONG
 DM1474'STATE ROUTE 37 FOR 2.55 MI (4.10 KM) TO THE SOUTHWEST CORNER OF THE
 DM1474'TOWN SQUARE. FOLLOW STATE ROUTE 37 NORTHERLY FOR 1.85 MI (2.98 KM) TO
 DM1474'THE JUNCTION OF FRANKLIN COUNTY ROAD NW 1030 ON THE LEFT AT AIRPORT
 DM1474'SIGN. TURN LEFT, WESTERLY, ALONG COUNTY ROAD FOR 0.5 MI (0.8 KM) TO
 DM1474'AN IRON GATE ON THE LEFT. TURN LEFT PASSING THROUGH GATE FOR 0.05 MI
 DM1474'(0.08 KM) TO THE TERMINAL BUILDING (BRICK BUILDING). PASS TO THE
 DM1474'SOUTHEAST SIDE OF BUILDING AND MAKE WAY ACROSS PAVED APRON FOR ABOUT
 DM1474'0.15 MI (0.24 KM) TO THE JUNCTION OF THE TAXIWAY APPROACH AND RUNWAY
 DM1474'13-31. TURN RIGHT, NORTHWESTERLY, ALONG THE NORTHEAST SIDE OF RUNWAY
 DM1474'FOR 0.4 MI (0.6 KM) TO THE SOUTHEAST EDGE OF A TURNAROUND AND THE
 DM1474'STATION.
 DM1474'STATION IS 62.8 FT (19.1 M) NORTHEAST OF THE CENTER OF THE RUNWAY,
 DM1474'23.6 FT (7.2 M) NORTHEAST OF A RUNWAY LIGHT, 115.9 FT (35.3 M)
 DM1474'SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVED TURNAROUND, AND 1.0 FT
 DM1474'(0.3 M) NORTHWEST OF A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2804 ***********************************************************************
 AB2804  PACS        -  This is a Primary Airport Control Station.
 AB2804  DESIGNATION -  FAA GGG A
 AB2804  PID         -  AB2804
 AB2804  STATE/COUNTY-  TX/GREGG
 AB2804  USGS QUAD   -  LAKEPORT (1983)
 AB2804
 AB2804                         *CURRENT SURVEY CONTROL
 AB2804  ___________________________________________________________________
 AB2804* NAD 83(1993)-  32 23 35.35432(N)    094 42 10.17601(W)     ADJUSTED  
 AB2804* NAVD 88     -       108.47   (meters)     355.9    (feet)  GPS OBS   
 AB2804  ___________________________________________________________________
 AB2804  X           -    -441,987.207 (meters)                     COMP
 AB2804  Y           -  -5,372,748.711 (meters)                     COMP
 AB2804  Z           -   3,397,368.169 (meters)                     COMP
 AB2804  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AB2804  ELLIP HEIGHT-          82.10  (meters)          (10/24/00) GPS OBS
 AB2804  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AB2804
 AB2804  HORZ ORDER  -  B
 AB2804  ELLP ORDER  -  FOURTH    CLASS II
 AB2804
 AB2804.This mark is at Gregg Co (GGG) Airport (GGG)
 AB2804
 AB2804.The horizontal coordinates were established by GPS observations
 AB2804.and adjusted by the National Geodetic Survey in February 1996..
 AB2804
 AB2804.The orthometric height was determined by GPS observations and a
 AB2804.high-resolution geoid model.
 AB2804
 AB2804.GPS derived orthometric heights for airport stations designated as
 AB2804.PACS or SACS are published to 2 decimal places.  This maintains
 AB2804.centimeter relative accuracy between the PACS and SACS.  It does
 AB2804.not indicate centimeter accuracy relative to other marks which are
 AB2804.part of the NAVD 88 network.
 AB2804
 AB2804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2804
 AB2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2804
 AB2804.The ellipsoidal height was determined by GPS observations
 AB2804.and is referenced to NAD 83.
 AB2804
 AB2804.The geoid height was determined by GEOID03.
 AB2804
 AB2804;                    North         East     Units Scale Factor Converg.
 AB2804;SPC TXNC     - 2,087,016.829   957,167.474   MT  0.99993818   +2 04 15.4
 AB2804;SPC TXNC     - 6,847,154.38  3,140,306.95   sFT  0.99993818   +2 04 15.4
 AB2804;UTM  15      - 3,585,290.452   339,838.901   MT  0.99991633   -0 54 44.8
 AB2804
 AB2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2804!SPC TXNC     -   0.99998711  x   0.99993818  =   0.99992529
 AB2804!UTM  15      -   0.99998711  x   0.99991633  =   0.99990344
 AB2804
 AB2804:                Primary Azimuth Mark                     Grid Az
 AB2804:SPC TXNC     -  FAA GGG C                                219 23 32.6
 AB2804:UTM  15      -  FAA GGG C                                222 22 32.8
 AB2804
 AB2804|---------------------------------------------------------------------|
 AB2804| PID    Reference Object                     Distance      Geod. Az  |
 AB2804|                                                           dddmmss.s |
 AB2804| AB6207 FAA GGG C                           APPROX. 1.3 KM 2212748.0 |
 AB2804| AB6206 FAA GGG B                           APPROX. 1.4 KM 2425956.5 |
 AB2804|---------------------------------------------------------------------|
 AB2804
 AB2804                          SUPERSEDED SURVEY CONTROL
 AB2804
 AB2804  ELLIP H (02/20/96)   82.15   (m)                       GP(       ) 1 1
 AB2804
 AB2804.Superseded values are not recommended for survey control.
 AB2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2804.See file dsdata.txt to determine how the superseded data were derived.
 AB2804
 AB2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3983985290(NAD 83)
 AB2804_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB2804_SP_SET: VALVE VAULT
 AB2804_STAMPING: FAA GGG A 1994
 AB2804_MARK LOGO: NGS   
 AB2804_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2804+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 AB2804
 AB2804  HISTORY     - Date     Condition        Report By
 AB2804  HISTORY     - 1994     MONUMENTED       NGS
 AB2804  HISTORY     - 19970307 GOOD             NGS
 AB2804
 AB2804                          STATION DESCRIPTION
 AB2804
 AB2804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2804'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH OF LONGVIEW AT THE
 AB2804'GREGG COUNTY AIRPORT, JUST INSIDE THE PERIMETER FENCE IN THE NORTHEAST
 AB2804'CORNER OF THE AIRFIELD, AND ALONG AN ACCESS ROAD TO THE AIRFIELD.
 AB2804'OWNERSHIP--GREGG COUNTY AIRPORT, HIGHWAY 322, LONGVIEW, TX 75603.
 AB2804'AIRPORT MANAGER IS BUCKEY WALTERS.  PHONE 903-643-3031. CONTACT HIM
 AB2804'ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH
 AB2804'FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE
 AB2804'HIGHWAY 322 (EXIT 595) ON THE SOUTH OF LONGVIEW, GO SOUTH ON HIGHWAY
 AB2804'322 FOR 3.44 KM (2.15 MI) TO A PAVED ROAD RIGHT JUST AFTER CROSSING
 AB2804'THE SABINE RIVER.  TURN RIGHT, SOUTHWEST, ON HIGHWAY 322 FOR 2.25 KM
 AB2804'(1.40 MI) TO A PAVED ROAD LEFT.  TURN LEFT, EAST, ON FARM ROAD 349 FOR
 AB2804'1.87 KM (1.15 MI) TO A PAVED ROAD RIGHT. TURN RIGHT, SOUTH, ON JERRY
 AB2804'LUCY ROAD FOR 0.18 KM (0.10 MI) TO THE STATION ON THE RIGHT AFTER THE
 AB2804'SOUTH ONE OF TWO GATES.  STATION IS SET FLUSH NEAR THE CENTER OF THE
 AB2804'TOP OF A 1.8 M (5.9 FT) DIAMETER CONCRETE FOUNDATION OF A MANHOLE
 AB2804'COVER PROJECTING 20 CM.  IT IS 14.2 M (46.6 FT) WEST OF THE CENTER OF
 AB2804'JERRY LUCY ROAD, 13.8 M (45.3 FT) SOUTH OF THE CENTER OF THE ACCESS
 AB2804'ROAD, 11.8 M (38.7 FT) SOUTHWEST OF THE SOUTH GATE POST OF THE SOUTH
 AB2804'ONE OF TWO GATES, 0.4 M (1.3 FT) NORTHEAST OF THE NORTHEAST EDGE OF A
 AB2804'MANHOLE COVER, AND 6.1 M (20.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 AB2804'DESCRIBED BY D.G.  AUG
 AB2804
 AB2804                          STATION RECOVERY (1997)
 AB2804
 AB2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 07 MAR 1997 (WCW) .
 AB2804'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH CHANGES.  THE STATION IS
 AB2804'SET INTO THE TOP OF A PREFABRICATED CONCRETE VALVE VAULT.  THE VAULT
 AB2804'IS 1.8 M (5.9 FT) DIAMETER, 1.5 M (4.9 FT) DEEP TO GRAVEL FLOOR, AND
 AB2804'THE TOP SLAB IS 0.3 M (1.0 FT) THICK.  THE STATION IS LOCATED 19.1 M
 AB2804'(62.7 FT) WEST OF JERRY LUCY ROAD CENTER.  NOTE--THIS IS A PRIMARY
 AB2804'AIRPORT CONTROL STATION (PACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6206 ***********************************************************************
 AB6206  SACS        -  This is a Secondary Airport Control Station.
 AB6206  DESIGNATION -  FAA GGG B
 AB6206  PID         -  AB6206
 AB6206  STATE/COUNTY-  TX/GREGG
 AB6206  USGS QUAD   -  LAKEPORT (1983)
 AB6206
 AB6206                         *CURRENT SURVEY CONTROL
 AB6206  ___________________________________________________________________
 AB6206* NAD 83(1993)-  32 23 15.43893(N)    094 42 56.23357(W)     ADJUSTED  
 AB6206* NAVD 88     -       107.13   (meters)     351.5    (feet)  GPS OBS   
 AB6206  ___________________________________________________________________
 AB6206  X           -    -443,213.819 (meters)                     COMP
 AB6206  Y           -  -5,372,976.275 (meters)                     COMP
 AB6206  Z           -   3,396,849.420 (meters)                     COMP
 AB6206  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AB6206  ELLIP HEIGHT-          80.76  (meters)          (07/23/01) GPS OBS
 AB6206  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AB6206
 AB6206  HORZ ORDER  -  FIRST
 AB6206  ELLP ORDER  -  FIRST     CLASS I
 AB6206
 AB6206.This mark is at Gregg Co (GGG) Airport (GGG)
 AB6206
 AB6206.The horizontal coordinates were established by GPS observations
 AB6206.and adjusted by the National Geodetic Survey in August 1996..
 AB6206
 AB6206.The orthometric height was determined by GPS observations and a
 AB6206.high-resolution geoid model.
 AB6206
 AB6206.GPS derived orthometric heights for airport stations designated as
 AB6206.PACS or SACS are published to 2 decimal places.  This maintains
 AB6206.centimeter relative accuracy between the PACS and SACS.  It does
 AB6206.not indicate centimeter accuracy relative to other marks which are
 AB6206.part of the NAVD 88 network.
 AB6206
 AB6206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6206
 AB6206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6206
 AB6206.The ellipsoidal height was determined by GPS observations
 AB6206.and is referenced to NAD 83.
 AB6206
 AB6206.The geoid height was determined by GEOID03.
 AB6206
 AB6206;                    North         East     Units Scale Factor Converg.
 AB6206;SPC TXNC     - 2,086,360.371   955,986.688   MT  0.99993928   +2 03 50.3
 AB6206;SPC TXNC     - 6,845,000.65  3,136,432.99   sFT  0.99993928   +2 03 50.3
 AB6206;UTM  15      - 3,584,696.349   338,625.575   MT  0.99992114   -0 55 09.0
 AB6206
 AB6206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6206!SPC TXNC     -   0.99998732  x   0.99993928  =   0.99992660
 AB6206!UTM  15      -   0.99998732  x   0.99992114  =   0.99990846
 AB6206
 AB6206:                Primary Azimuth Mark                     Grid Az
 AB6206:SPC TXNC     -  FAA GGG A                                060 55 41.5
 AB6206:UTM  15      -  FAA GGG A                                063 54 40.8
 AB6206
 AB6206|---------------------------------------------------------------------|
 AB6206| PID    Reference Object                     Distance      Geod. Az  |
 AB6206|                                                           dddmmss.s |
 AB6206| AB2804 FAA GGG A                           APPROX. 1.4 KM 0625931.8 |
 AB6206|---------------------------------------------------------------------|
 AB6206
 AB6206                          SUPERSEDED SURVEY CONTROL
 AB6206
 AB6206  ELLIP H (08/22/96)   80.81   (m)                       GP(       ) 1 1
 AB6206
 AB6206.Superseded values are not recommended for survey control.
 AB6206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6206.See file dsdata.txt to determine how the superseded data were derived.
 AB6206
 AB6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3862684696(NAD 83)
 AB6206_MARKER: I = METAL ROD
 AB6206_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6206_STAMPING: FAA GGG B 1994
 AB6206_MARK LOGO: NGS   
 AB6206_PROJECTION: FLUSH
 AB6206_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6206+STABILITY: POSITION/ELEVATION WELL
 AB6206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6206+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 AB6206_ROD/PIPE-DEPTH: 5.8  meters
 AB6206_SLEEVE-DEPTH  : 0.9 meters
 AB6206
 AB6206  HISTORY     - Date     Condition        Report By
 AB6206  HISTORY     - 1994     MONUMENTED       NGS
 AB6206  HISTORY     - 19970307 GOOD             NGS
 AB6206
 AB6206                          STATION DESCRIPTION
 AB6206
 AB6206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6206'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH OF LONGVIEW AT THE
 AB6206'GREGG COUNTY AIRPORT, NEAR THE CENTER OF A GRASS ISLAND IN THE
 AB6206'SOUTHWEST QUADRANT OF THE JUNCTION OF RUNWAYS 13-31 AND 17-35.
 AB6206'OWNERSHIP--GREGG COUNTY AIRPORT, HIGHWAY 322, LONGVIEW, TX 75603.
 AB6206'AIRPORT MANAGER IS BUCKEY WALTERS.  PHONE 903-643-3031.  CONTACT HIM
 AB6206'ONE DAY IN ADVANCE FOR AN ESCORT TO THIS STATION.  TO REACH FROM THE
 AB6206'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY
 AB6206'322 (EXIT 595) ON THE SOUTH OF LONGVIEW, GO SOUTH ON HIGHWAY 322 FOR
 AB6206'3.44 KM (2.15 MI) TO A PAVED ROAD RIGHT JUST AFTER CROSSING THE SABINE
 AB6206'RIVER.  TURN RIGHT, SOUTHWEST, ON HIGHWAY 322 FOR 3.51 KM (2.20 MI) TO
 AB6206'THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, EAST ON THE
 AB6206'ENTRANCE ROAD FOR 0.30 TO THE TERMINAL.  STATION IS A PUNCH HOLE TOP
 AB6206'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM
 AB6206'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB6206'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 63.7 M (209.0 FT) EAST OF
 AB6206'THE EAST EDGE OF RUNWAY 17-35, 35.5 M (116.5 FT) WEST OF THE WEST EDGE
 AB6206'OF THE PARALLEL TAXI, 19.9 M (65.3 FT) WEST OF THE SOUTHWEST CORNER OF
 AB6206'THE M TAXI SIGN, AND 0.4 M (1.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 AB6206'NOTE--THIS STATION WAS SELECTED AS A SACS. SLEEVE DEPTH DOES NOT MEET
 AB6206'CLASS A CRITERIA.  DESCRIBED BY D.G.  AUG
 AB6206
 AB6206                          STATION RECOVERY (1997)
 AB6206
 AB6206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB6206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 07 MAR 1997 (WCW) .
 AB6206'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH NOTE.  THIS STATION IS
 AB6206'CENTRALLY LOCATED WITH GOOD VISIBILITY, AND SHOULD BE CONSIDERED A KEY
 AB6206'CONTROL STATION AT GREGG COUNTY AIRPORT.  THIS STATION IS CLEAR OF ALL
 AB6206'RUNWAYS AND TAXIWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6207 ***********************************************************************
 AB6207  SACS        -  This is a Secondary Airport Control Station.
 AB6207  DESIGNATION -  FAA GGG C
 AB6207  PID         -  AB6207
 AB6207  STATE/COUNTY-  TX/GREGG
 AB6207  USGS QUAD   -  LAKEPORT (1983)
 AB6207
 AB6207                         *CURRENT SURVEY CONTROL
 AB6207  ___________________________________________________________________
 AB6207* NAD 83(1993)-  32 23 04.41979(N)    094 42 42.38734(W)     ADJUSTED  
 AB6207* NAVD 88     -       104.37   (meters)     342.4    (feet)  GPS OBS   
 AB6207  ___________________________________________________________________
 AB6207  X           -    -442,867.882 (meters)                     COMP
 AB6207  Y           -  -5,373,184.895 (meters)                     COMP
 AB6207  Z           -   3,396,561.308 (meters)                     COMP
 AB6207  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AB6207  ELLIP HEIGHT-          78.01  (meters)          (07/23/01) GPS OBS
 AB6207  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AB6207
 AB6207  HORZ ORDER  -  FIRST
 AB6207  ELLP ORDER  -  FIRST     CLASS I
 AB6207
 AB6207.This mark is at Gregg Co (GGG) Airport (GGG)
 AB6207
 AB6207.The horizontal coordinates were established by GPS observations
 AB6207.and adjusted by the National Geodetic Survey in August 1996..
 AB6207
 AB6207.The orthometric height was determined by GPS observations and a
 AB6207.high-resolution geoid model.
 AB6207
 AB6207.GPS derived orthometric heights for airport stations designated as
 AB6207.PACS or SACS are published to 2 decimal places.  This maintains
 AB6207.centimeter relative accuracy between the PACS and SACS.  It does
 AB6207.not indicate centimeter accuracy relative to other marks which are
 AB6207.part of the NAVD 88 network.
 AB6207
 AB6207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6207
 AB6207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6207
 AB6207.The ellipsoidal height was determined by GPS observations
 AB6207.and is referenced to NAD 83.
 AB6207
 AB6207.The geoid height was determined by GEOID03.
 AB6207
 AB6207;                    North         East     Units Scale Factor Converg.
 AB6207;SPC TXNC     - 2,086,034.221   956,360.568   MT  0.99993990   +2 03 57.9
 AB6207;SPC TXNC     - 6,843,930.61  3,137,659.63   sFT  0.99993990   +2 03 57.9
 AB6207;UTM  15      - 3,584,351.190   338,981.968   MT  0.99991972   -0 55 01.3
 AB6207
 AB6207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6207!SPC TXNC     -   0.99998775  x   0.99993990  =   0.99992765
 AB6207!UTM  15      -   0.99998775  x   0.99991972  =   0.99990747
 AB6207
 AB6207:                Primary Azimuth Mark                     Grid Az
 AB6207:SPC TXNC     -  FAA GGG A                                039 23 32.9
 AB6207:UTM  15      -  FAA GGG A                                042 22 32.1
 AB6207
 AB6207|---------------------------------------------------------------------|
 AB6207| PID    Reference Object                     Distance      Geod. Az  |
 AB6207|                                                           dddmmss.s |
 AB6207| AB2804 FAA GGG A                           APPROX. 1.3 KM 0412730.8 |
 AB6207|---------------------------------------------------------------------|
 AB6207
 AB6207                          SUPERSEDED SURVEY CONTROL
 AB6207
 AB6207  ELLIP H (08/22/96)   78.06   (m)                       GP(       ) 1 1
 AB6207
 AB6207.Superseded values are not recommended for survey control.
 AB6207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6207.See file dsdata.txt to determine how the superseded data were derived.
 AB6207
 AB6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3898284351(NAD 83)
 AB6207_MARKER: I = METAL ROD
 AB6207_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6207_STAMPING: FAA GGG C 1994
 AB6207_MARK LOGO: NGS   
 AB6207_PROJECTION: FLUSH
 AB6207_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB6207+STABILITY: POSITION/ELEVATION WELL
 AB6207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6207+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 AB6207_ROD/PIPE-DEPTH: 4.26 meters
 AB6207_SLEEVE-DEPTH  : 0.90 meters
 AB6207
 AB6207  HISTORY     - Date     Condition        Report By
 AB6207  HISTORY     - 1994     MONUMENTED       NGS
 AB6207  HISTORY     - 19970307 GOOD             NGS
 AB6207
 AB6207                          STATION DESCRIPTION
 AB6207
 AB6207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6207'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH OF LONGVIEW AT THE
 AB6207'GREGG COUNTY AIRPORT, IN THE GRASS MEDIAN OF RUNWAY 13-31 AND THE
 AB6207'PARALLEL TAXI, ON THE NORTHWEST SIDE OF CONNECTOR TAXI C AND ACROSS
 AB6207'THE TAXI FROM A LONE HANGAR.  OWNERSHIP--GREGG COUNTY AIRPORT, HIGHWAY
 AB6207'322, LONGVIEW, TX 75603.  AIRPORT MANAGER IS BUCKEY WALTERS. PHONE
 AB6207'903-643-3031.  CONTACT HIM ONE DAY IN ADVANCE FOR AN ESCORT TO THIS
 AB6207'STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AB6207'HIGHWAY 20 AND STATE HIGHWAY 322 (EXIT 595) ON THE SOUTH OF LONGVIEW,
 AB6207'GO SOUTH ON HIGHWAY 322 FOR 3.44 KM (2.15 MI) TO A PAVED ROAD RIGHT
 AB6207'JUST AFTER CROSSING THE SABINE RIVER.  TURN RIGHT, SOUTHWEST, ON
 AB6207'HIGHWAY 322 FOR 3.51 KM (2.20 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 AB6207'LEFT.  TURN LEFT, EAST ON THE ENTRANCE ROAD FOR 0.30 TO THE TERMINAL.
 AB6207'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5
 AB6207'CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 AB6207'A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS
 AB6207'73.2 M (240.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 13-31,
 AB6207'56.2 M (184.4 FT) NORTHEAST OF THE CENTER OF THE PARALLEL TAXI, 39.3 M
 AB6207'(128.9 FT) NORTHWEST OF THE CENTER OF CONNECTOR TAXI C, 27.5 M (90.2
 AB6207'FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE C TAXI SIGN, AND 0.4
 AB6207'M (1.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.  NOTE--THIS STATION
 AB6207'WAS SELECTED AS A SACS.  SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.
 AB6207'DESCRIBED BY D.G.  AUG
 AB6207
 AB6207                          STATION RECOVERY (1997)
 AB6207
 AB6207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB6207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 07 MAR 1997 (WCW) .
 AB6207'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH CHANGE.  THE STATION IS
 AB6207'LOCATED 27.5 M (90.2 FT) NORTHWEST OF THE RUNWAY SIGN FOR RUNWAY 13-31
 AB6207'ON TAXI C --C 13-31--, 25.5 M (83.7 FT) NORTHWEST OF TAXIWAY LIGHT
 AB6207'C-12, WHICH IS THE FIRST TAXIWAY LIGHT SHORT OF RUNWAY 13-31 ON THE
 AB6207'NORTHWEST SIDE OF CONNECTOR TAXI C, 37.5 M (123.0 FT) NORTHEAST FROM
 AB6207'THE NORTHEAST END OF THE TAXIWAY SIGN FOR TAXI C ON TAXI B, AND 33.6 M
 AB6207'(110.2 FT) SOUTH SOUTHWEST FROM STATION GGG ARP 2.  THIS STATION IS
 AB6207'CLEAR OF ALL RUNWAYS AND TAXIWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7040 ***********************************************************************
 AW7040  PACS        -  This is a Primary Airport Control Station.
 AW7040  DESIGNATION -  FAA GLS A
 AW7040  PID         -  AW7040
 AW7040  STATE/COUNTY-  TX/GALVESTON
 AW7040  USGS QUAD   -  GALVESTON (1994)
 AW7040
 AW7040                         *CURRENT SURVEY CONTROL
 AW7040  ___________________________________________________________________
 AW7040* NAD 83(1993)-  29 15 42.49395(N)    094 51 31.04681(W)     ADJUSTED  
 AW7040* NAVD 88     -         1.23   (meters)       4.0    (feet)  GPS OBS   
 AW7040  ___________________________________________________________________
 AW7040  X           -    -471,653.539 (meters)                     COMP
 AW7040  Y           -  -5,548,680.179 (meters)                     COMP
 AW7040  Z           -   3,099,236.119 (meters)                     COMP
 AW7040  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AW7040  ELLIP HEIGHT-         -25.35  (meters)          (10/24/00) GPS OBS
 AW7040  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW7040
 AW7040  HORZ ORDER  -  B
 AW7040  ELLP ORDER  -  FOURTH    CLASS II
 AW7040
 AW7040.This mark is at Scholes Fld (GLS) Airport (GLS)
 AW7040
 AW7040.The horizontal coordinates were established by GPS observations
 AW7040.and adjusted by the National Geodetic Survey in February 1996..
 AW7040
 AW7040.The orthometric height was determined by GPS observations and a
 AW7040.high-resolution geoid model.
 AW7040
 AW7040.GPS derived orthometric heights for airport stations designated as
 AW7040.PACS or SACS are published to 2 decimal places.  This maintains
 AW7040.centimeter relative accuracy between the PACS and SACS.  It does
 AW7040.not indicate centimeter accuracy relative to other marks which are
 AW7040.part of the NAVD 88 network.
 AW7040
 AW7040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7040
 AW7040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7040
 AW7040.The ellipsoidal height was determined by GPS observations
 AW7040.and is referenced to NAD 83.
 AW7040
 AW7040.The geoid height was determined by GEOID03.
 AW7040
 AW7040;                    North         East     Units Scale Factor Converg.
 AW7040;SPC TXSC     - 4,165,437.257 1,002,371.280   MT  0.99986405   +2 01 44.1
 AW7040;SPC TXSC     -13,666,105.40  3,288,613.11   sFT  0.99986405   +2 01 44.1
 AW7040;UTM  15      - 3,238,423.858   319,411.530   MT  1.00000243   -0 54 31.5
 AW7040
 AW7040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7040!SPC TXSC     -   1.00000398  x   0.99986405  =   0.99986803
 AW7040!UTM  15      -   1.00000398  x   1.00000243  =   1.00000641
 AW7040
 AW7040:                Primary Azimuth Mark                     Grid Az
 AW7040:SPC TXSC     -  GLS AP STA A                             136 54 16.4
 AW7040:UTM  15      -  GLS AP STA A                             139 50 32.0
 AW7040
 AW7040|---------------------------------------------------------------------|
 AW7040| PID    Reference Object                     Distance      Geod. Az  |
 AW7040|                                                           dddmmss.s |
 AW7040| AW7039 GLS AP STA A                        426.498 METERS 1385600.5 |
 AW7040| AC6447 GLS AP STA A2                       426.458 METERS 1420029.4 |
 AW7040|---------------------------------------------------------------------|
 AW7040
 AW7040                          SUPERSEDED SURVEY CONTROL
 AW7040
 AW7040  ELLIP H (02/20/96)  -25.25   (m)                       GP(       ) 3 2
 AW7040  NAD 83(1993)-  29 15 42.49375(N)    094 51 31.04619(W) AD(       ) 3
 AW7040  ELLIP H (02/16/96)  -25.23   (m)                       GP(       ) 5 1
 AW7040  ELLIP H (01/21/93)  -25.44   (m)                       GP(       ) 4 2
 AW7040  NAD 83(1986)-  29 15 42.50634(N)    094 51 31.02691(W) AD(       ) 3
 AW7040  NGVD 29 (10/18/91)    1.2    (m)            4.     (f) GPS OBS        
 AW7040
 AW7040.Superseded values are not recommended for survey control.
 AW7040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7040.See file dsdata.txt to determine how the superseded data were derived.
 AW7040
 AW7040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1941238424(NAD 83)
 AW7040_MARKER: I = METAL ROD
 AW7040_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW7040_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW7040_STAMPING: FAA GLS A 1991
 AW7040_MARK LOGO: NGS   
 AW7040_PROJECTION: FLUSH
 AW7040_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW7040+STABILITY: POSITION/ELEVATION WELL
 AW7040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7040+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 AW7040_ROD/PIPE-DEPTH: 17.7 meters
 AW7040_SLEEVE-DEPTH  : 0.9 meters
 AW7040
 AW7040  HISTORY     - Date     Condition        Report By
 AW7040  HISTORY     - 1991     MONUMENTED       NGS
 AW7040  HISTORY     - 19930615 GOOD             NGS
 AW7040  HISTORY     - 19941130 GOOD             NGS
 AW7040  HISTORY     - 19950928 GOOD             NGS
 AW7040  HISTORY     - 20031215 GOOD             USPSQD
 AW7040  HISTORY     - 20050131 GOOD             USPSQD
 AW7040
 AW7040                          STATION DESCRIPTION
 AW7040
 AW7040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AW7040'THE STATION IS LOCATED ON THE WEST SIDE OF GALVESTON, AT THE
 AW7040'GALVESTON/SCHOLES FIELD AIRPORT, IN THE GRASSY AREA AT THE SOUTHEAST
 AW7040'ANGLE OF THE JUNCTION OF RUNWAYS 31-13 AND 35-17.  OWNERSHIP CITY OF
 AW7040'GALVESTON, P.O. BOX 3266, GALVESTON, TX 77552.  PHONE 409-763-1668.
 AW7040'AIRPORT MANAGER IS H.ROSS GRIEF, PHONE 409-766-2141 OR 409-744-1606.
 AW7040'NOTE--CONTACT CHARLES FELTS MAINTENANCE SUPERVISOR ONE DAY IN ADVANCE
 AW7040'OF ANY SURVEY FOR AN ESCORT FOR NEEDED ACCESS TO THE RUNWAYS.
 AW7040'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTHEAST BOUND LANE OF
 AW7040'INTERSTATE 45 (EXIT 1-A) AND 61ST STREET (BUTTERROWE BLVD.), FROM THE
 AW7040'END OF THE EXIT RAMP OF INTERSTATE 45 GO WEST ON 61ST STREET FOR 1.61
 AW7040'KM (1.00 MI) TO THE JUNCTION OF STEWART ROAD (WITH AIRPORT SIGN).
 AW7040'TURN RIGHT, SOUTHWEST, ON STEWART ROAD FOR 0.8 KM (0.5 MI) TO A FORK
 AW7040'(JONES DRIVE).  BEAR RIGHT, SOUTHWEST, ON JONES DRIVE FOR 1.13 KM
 AW7040'(0.70 MI) TO THE JUNCTION OF HOPE BLVD. ON THE RIGHT.  TURN RIGHT,
 AW7040'NORTHERLY, ON HOPE BLVD. FOR ABOUT 30.48 M (100.00 FT) TO THE
 AW7040'JUNCTION OF AIRPORT BLVD. ON THE LEFT.  TURN LEFT, SOUTHWEST, ON
 AW7040'AIRPORT BOULEVARD FOR 0.56 KM (0.35 MI) TO THE JUNCTION OF TERMINAL
 AW7040'DRIVE AND GATE STRAIGHT AHEAD.  TURN LEFT, SOUTH, ON TERMINAL DRIVE
 AW7040'FOR 0.48 KM (0.30 MI) TO A GATE.  PASS THRU GATE AND CONTINUE AHEAD
 AW7040'TO THE FIRST HANGAR.  TURN RIGHT, SOUTHWESTERLY, PASSING BETWEEN THE
 AW7040'HANGARS FOR 0.16 KM (0.10 MI) TO A TAXIWAY ON THE LEFT.  BEAR LEFT,
 AW7040'SOUTHERLY, ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE END OF RUNWAY
 AW7040'31.  TURN RIGHT, NORTHWEST, ONTO THE RUNWAY AND GO 0.48 KM (0.30 MI)
 AW7040'TO THE STATION ON THE RIGHT IN THE GRASSY AREA FORMED BY THE JUNCTION
 AW7040'OF THE RUNWAYS.
 AW7040'THE STATION IS LOCATED 37.1 M (121.7 FT) WEST-NORTHWEST OF THE FIRST
 AW7040'RUNWAY LIGHT SOUTHEAST OF THE JUNCTION OF THE RUNWAYS, 31.8 M
 AW7040'(104.3 FT) SOUTHWEST OF THE CENTER OF RUNWAY 13-31, 18.7 M (61.4 FT)
 AW7040'SOUTH OF THE RUNWAY LIGHT IN THE SOUTHEAST ANGLE OF THE RUNWAYS AND
 AW7040'0.3 M (1.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 AW7040
 AW7040                          STATION RECOVERY (1993)
 AW7040
 AW7040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW7040'THE STATION IS LOCATED AT SCHOLES FIELD IN THE SOUTH ANGLE OF THE
 AW7040'INTERSECTION OF THE RUNWAYS.  IT IS 103.7 FT (31.6 M) SOUTHWEST OF THE
 AW7040'CENTERLINE OF RUNWAY 31, 80.5 FT (24.5 M) SOUTH OF THE SOUTH CORNER OF
 AW7040'THE RUNWAYS INTERSECTION, 44.3 FT (13.5 M) NORTHWEST OF RUNWAY LIGHT
 AW7040'NO 52 NEXT TO RUNWAY SIGN (35/17) AND 30.7 FT (9.4 M) EAST OF THE EAST
 AW7040'EDGE OF THE SHOULDER OF RUNWAY 35.  THE STATION IS A STAINLESS STEEL
 AW7040'ROD WITH A PUNCH MARK IN A GREASE FILLED PVC SLEEVE. ACCESS TO THE ROD
 AW7040'IS THROUGH AN ALUMINUM LOGO CAP THAT IS FLUSH WITH THE GROUND.  THE
 AW7040'LOGO CAP IS STAMPED FAA GLS A 1991.
 AW7040
 AW7040                          STATION RECOVERY (1994)
 AW7040
 AW7040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW7040'RECOVERED AS DESCRIBED WITH ADDITIONAL COMMENTS.  THE STATION IS
 AW7040'LOCATED 44.4 FT (13.5 M) WEST OF RUNWAY LIGHT, 40.0 FT (12.2 M) NORTH
 AW7040'NORTHWEST OF RUNWAY MARKER SIGN 17/35, 29.0 FT (8.8 M) SOUTH OF
 AW7040'CONCRETE LIGHT BASE, AND 1.0 FT (0.3 M) SOUTH OF CARSONITE WITNESS
 AW7040'POST.  NOTE.........  STATION IS NOT IN THE SAFETY ZONE, HOWEVER, MR.
 AW7040'ALVIN QUIJANO SAID COULD STILL BE USED........  THIS IS A PAC STATION.
 AW7040
 AW7040                          STATION RECOVERY (1995)
 AW7040
 AW7040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AW7040'RECOVERED AS DESCRIBED WITH CHANGES.  FROM INTERSTATE 45 GO SOUTH ON
 AW7040'61ST STREET TO STEWART ROAD, THEN CONTINUE AS DESCRIBED.  THE STATION
 AW7040'IS LOCATED 13.5 M (44.3 FT) WEST OF A RUNWAY LIGHT, 12.2 M (40.0 FT)
 AW7040'NORTH NORTHWEST OF RUNWAY MARKER SIGN 35/17. NOTE--THIS IS A PRIMARY
 AW7040'AIRPORT CONTROL STATION (PACS) .
 AW7040
 AW7040                          STATION RECOVERY (2003)
 AW7040
 AW7040'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW7040'RECOVERED IN GOOD CONDITION.
 AW7040
 AW7040                          STATION RECOVERY (2005)
 AW7040
 AW7040'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW7040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7880 ***********************************************************************
 AB7880  SACS        -  This is a Secondary Airport Control Station.
 AB7880  DESIGNATION -  FAA LFK A
 AB7880  PID         -  AB7880
 AB7880  STATE/COUNTY-  TX/ANGELINA
 AB7880  USGS QUAD   -  DIBOLL (1980)
 AB7880
 AB7880                         *CURRENT SURVEY CONTROL
 AB7880  ___________________________________________________________________
 AB7880* NAD 83(1993)-  31 14 05.23242(N)    094 45 05.98854(W)     ADJUSTED  
 AB7880* NAVD 88     -        86.36   (meters)     283.3    (feet)  GPS OBS   
 AB7880  ___________________________________________________________________
 AB7880  X           -    -452,173.882 (meters)                     COMP
 AB7880  Y           -  -5,439,828.066 (meters)                     COMP
 AB7880  Z           -   3,288,209.523 (meters)                     COMP
 AB7880  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AB7880  ELLIP HEIGHT-          58.78  (meters)          (03/15/01) GPS OBS
 AB7880  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AB7880
 AB7880  HORZ ORDER  -  FIRST
 AB7880  ELLP ORDER  -  FOURTH    CLASS II
 AB7880
 AB7880.This mark is at Angelina Co (LFK) Airport (LFK)
 AB7880
 AB7880.The horizontal coordinates were established by GPS observations
 AB7880.and adjusted by the National Geodetic Survey in November 1996..
 AB7880
 AB7880.The orthometric height was determined by GPS observations and a
 AB7880.high-resolution geoid model.
 AB7880
 AB7880.GPS derived orthometric heights for airport stations designated as
 AB7880.PACS or SACS are published to 2 decimal places.  This maintains
 AB7880.centimeter relative accuracy between the PACS and SACS.  It does
 AB7880.not indicate centimeter accuracy relative to other marks which are
 AB7880.part of the NAVD 88 network.
 AB7880
 AB7880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7880
 AB7880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7880
 AB7880.The ellipsoidal height was determined by GPS observations
 AB7880.and is referenced to NAD 83.
 AB7880
 AB7880.The geoid height was determined by GEOID03.
 AB7880
 AB7880;                    North         East     Units Scale Factor Converg.
 AB7880;SPC TX C     - 3,187,171.417 1,231,481.147   MT  0.99989001   +2 52 29.6
 AB7880;SPC TX C     -10,456,578.22  4,040,284.40   sFT  0.99989001   +2 52 29.6
 AB7880;UTM  15      - 3,456,945.291   333,174.600   MT  0.99994329   -0 54 30.7
 AB7880
 AB7880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7880!SPC TX C     -   0.99999077  x   0.99989001  =   0.99988078
 AB7880!UTM  15      -   0.99999077  x   0.99994329  =   0.99993406
 AB7880
 AB7880:                Primary Azimuth Mark                     Grid Az
 AB7880:SPC TX C     -  FAA LFK C                                230 10 15.8
 AB7880:UTM  15      -  FAA LFK C                                233 57 16.1
 AB7880
 AB7880|---------------------------------------------------------------------|
 AB7880| PID    Reference Object                     Distance      Geod. Az  |
 AB7880|                                                           dddmmss.s |
 AB7880| AB2805 FAA LFK C                           429.919 METERS 2330245.4 |
 AB7880|---------------------------------------------------------------------|
 AB7880
 AB7880                          SUPERSEDED SURVEY CONTROL
 AB7880
 AB7880  ELLIP H (11/18/96)   58.83   (m)                       GP(       ) 4 2
 AB7880
 AB7880.Superseded values are not recommended for survey control.
 AB7880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7880.See file dsdata.txt to determine how the superseded data were derived.
 AB7880
 AB7880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3317556945(NAD 83)
 AB7880_MARKER: I = METAL ROD
 AB7880_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7880_STAMPING: FAA LFK A 1994
 AB7880_MARK LOGO: NGS   
 AB7880_PROJECTION: FLUSH
 AB7880_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7880+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB7880_ROD/PIPE-DEPTH: 4.4  meters
 AB7880_SLEEVE-DEPTH  : 0.90 meters
 AB7880
 AB7880  HISTORY     - Date     Condition        Report By
 AB7880  HISTORY     - 1994     MONUMENTED       NGS
 AB7880  HISTORY     - 19980919 GOOD             USPSQD
 AB7880
 AB7880                          STATION DESCRIPTION
 AB7880
 AB7880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB7880'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF LUFKIN AT THE
 AB7880'ANGELINA COUNTY AIRPORT, IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF
 AB7880'RUNWAYS 7-25 AND 15-33.  OWNERSHIP--ANGELINA COUNTY, RT.  1 BOX 70AA,
 AB7880'DIBOLL, TX 75941.  AIRPORT MANAGER IS BARLEY LENDERMAN.  PHONE
 AB7880'409-634-7511.  CONTACT HIM ONE DAY IN ADVANCE FOR AN ESCORT TO THE
 AB7880'STATION.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 59 AND STATE
 AB7880'LOOP HIGHWAY 287 ON THE SOUTH SIDE OF LUFKIN, GO SOUTH ON HIGHWAY 59
 AB7880'FOR 9.26 KM (5.75 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 AB7880'EAST, ON THE ENTRANCE ROAD FOR 1.19 KM (0.75 MI) TO THE TERMINAL.
 AB7880'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 AB7880'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A
 AB7880'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 70.1
 AB7880'M (230.0 FT) SOUTHEAST OF THE SOUTH EDGE OF RUNWAY 7-25, 66.1 M (216.9
 AB7880'FT) NORTHEAST OF THE EAST EDGE OF RUNWAY 15-33, 66.3 M (217.5 FT)
 AB7880'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST VASI LIGHT, 36.5 M
 AB7880'(119.8 FT) NORTHWEST OF THE CENTER OF THE PARALLEL TAXI TO RUNWAY
 AB7880'7-25, 14.4 M (47.2 FT) EAST OF A WINDSOCK, AND 0.75 M (2.46 FT)
 AB7880'SOUTHWEST OF A FIBERGLASS WITNESS POST. NOTE--THIS STATION WAS
 AB7880'SELECTED AS A SACS.  DESCRIBED BY D.G.  AUG
 AB7880
 AB7880                          STATION RECOVERY (1998)
 AB7880
 AB7880'RECOVERY NOTE BY US POWER SQUADRON 1998
 AB7880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7878 ***********************************************************************
 AB7878  SACS        -  This is a Secondary Airport Control Station.
 AB7878  DESIGNATION -  FAA LFK B
 AB7878  PID         -  AB7878
 AB7878  STATE/COUNTY-  TX/ANGELINA
 AB7878  USGS QUAD   -  BALD HILL (1980)
 AB7878
 AB7878                         *CURRENT SURVEY CONTROL
 AB7878  ___________________________________________________________________
 AB7878* NAD 83(1993)-  31 14 09.54360(N)    094 44 45.24186(W)     ADJUSTED  
 AB7878* NAVD 88     -        85.33   (meters)     280.0    (feet)  GPS OBS   
 AB7878  ___________________________________________________________________
 AB7878  X           -    -451,620.957 (meters)                     COMP
 AB7878  Y           -  -5,439,804.025 (meters)                     COMP
 AB7878  Z           -   3,288,322.520 (meters)                     COMP
 AB7878  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AB7878  ELLIP HEIGHT-          57.75  (meters)          (03/15/01) GPS OBS
 AB7878  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AB7878
 AB7878  HORZ ORDER  -  FIRST
 AB7878  ELLP ORDER  -  FOURTH    CLASS II
 AB7878
 AB7878.This mark is at Angelina Co (LFK) Airport (LFK)
 AB7878
 AB7878.The horizontal coordinates were established by GPS observations
 AB7878.and adjusted by the National Geodetic Survey in November 1996..
 AB7878
 AB7878.The orthometric height was determined by GPS observations and a
 AB7878.high-resolution geoid model.
 AB7878
 AB7878.GPS derived orthometric heights for airport stations designated as
 AB7878.PACS or SACS are published to 2 decimal places.  This maintains
 AB7878.centimeter relative accuracy between the PACS and SACS.  It does
 AB7878.not indicate centimeter accuracy relative to other marks which are
 AB7878.part of the NAVD 88 network.
 AB7878
 AB7878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7878
 AB7878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7878
 AB7878.The ellipsoidal height was determined by GPS observations
 AB7878.and is referenced to NAD 83.
 AB7878
 AB7878.The geoid height was determined by GEOID03.
 AB7878
 AB7878;                    North         East     Units Scale Factor Converg.
 AB7878;SPC TX C     - 3,187,331.560 1,232,022.764   MT  0.99989009   +2 52 40.3
 AB7878;SPC TX C     -10,457,103.63  4,042,061.35   sFT  0.99989009   +2 52 40.3
 AB7878;UTM  15      - 3,457,069.352   333,725.632   MT  0.99994102   -0 54 20.0
 AB7878
 AB7878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7878!SPC TX C     -   0.99999093  x   0.99989009  =   0.99988102
 AB7878!UTM  15      -   0.99999093  x   0.99994102  =   0.99993195
 AB7878
 AB7878:                Primary Azimuth Mark                     Grid Az
 AB7878:SPC TX C     -  FAA LFK C                                243 27 20.9
 AB7878:UTM  15      -  FAA LFK C                                247 14 21.2
 AB7878
 AB7878|---------------------------------------------------------------------|
 AB7878| PID    Reference Object                     Distance      Geod. Az  |
 AB7878|                                                           dddmmss.s |
 AB7878| AB2805 FAA LFK C                           APPROX. 1.0 KM 2462001.2 |
 AB7878|---------------------------------------------------------------------|
 AB7878
 AB7878                          SUPERSEDED SURVEY CONTROL
 AB7878
 AB7878  ELLIP H (11/18/96)   57.80   (m)                       GP(       ) 4 2
 AB7878
 AB7878.Superseded values are not recommended for survey control.
 AB7878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7878.See file dsdata.txt to determine how the superseded data were derived.
 AB7878
 AB7878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3372657069(NAD 83)
 AB7878_MARKER: I = METAL ROD
 AB7878_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7878_STAMPING: FAA LFK B 1994
 AB7878_MARK LOGO: NGS   
 AB7878_PROJECTION: FLUSH
 AB7878_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7878+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB7878_ROD/PIPE-DEPTH: 4.9  meters
 AB7878_SLEEVE-DEPTH  : 0.90 meters
 AB7878
 AB7878  HISTORY     - Date     Condition        Report By
 AB7878  HISTORY     - 1994     MONUMENTED       NGS
 AB7878  HISTORY     - 19980919 GOOD             USPSQD
 AB7878
 AB7878                          STATION DESCRIPTION
 AB7878
 AB7878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB7878'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF LUFKIN AT THE
 AB7878'ANGELINA COUNTY AIRPORT, IN THE GRASS MEDIAN OF RUNWAY 7-25 AND THE
 AB7878'PARALLEL TAXI, ON THE SOUTHWEST SIDE OF A CONNECTOR TAXI AND IN THE
 AB7878'EAST PORTION OF THE AIRFIELD.  OWNERSHIP--ANGELINA COUNTY, RT.  1 BOX
 AB7878'70AA, DIBOLL, TX 75941.  AIRPORT MANAGER IS BARLEY LENDERMAN.  PHONE
 AB7878'409-634-7511.  CONTACT HIM ONE DAY IN ADVANCE FOR AN ESCORT TO THE
 AB7878'STATION.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 59 AND STATE
 AB7878'LOOP HIGHWAY 287 ON THE SOUTH SIDE OF LUFKIN, GO SOUTH ON HIGHWAY 59
 AB7878'FOR 9.26 KM (5.75 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 AB7878'EAST, ON THE ENTRANCE ROAD FOR 1.19 KM (0.75 MI) TO THE TERMINAL.
 AB7878'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 AB7878'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A
 AB7878'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 81.6
 AB7878'M (267.7 FT) SOUTHEAST OF THE SOUTH EDGE OF RUNWAY 7-25, 77.2 M (253.3
 AB7878'FT) SOUTHWEST OF THE CENTER OF THE CONNECTOR TAXI, 25.2 M (82.7 FT)
 AB7878'NORTHWEST OF THE CENTER OF THE PARALLEL TAXI TO RUNWAY 7-25, 36.0 M
 AB7878'(118.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE CULVERT,
 AB7878'AND 0.8 M (2.6 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.  NOTE--THIS
 AB7878'STATION WAS SELECTED AS A SACS.  DESCRIBED BY D.G.  AUG
 AB7878
 AB7878                          STATION RECOVERY (1998)
 AB7878
 AB7878'RECOVERY NOTE BY US POWER SQUADRON 1998
 AB7878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2805 ***********************************************************************
 AB2805  PACS        -  This is a Primary Airport Control Station.
 AB2805  DESIGNATION -  FAA LFK C
 AB2805  PID         -  AB2805
 AB2805  STATE/COUNTY-  TX/ANGELINA
 AB2805  USGS QUAD   -  DIBOLL (1980)
 AB2805
 AB2805                         *CURRENT SURVEY CONTROL
 AB2805  ___________________________________________________________________
 AB2805* NAD 83(1993)-  31 13 56.84031(N)    094 45 18.97035(W)     ADJUSTED  
 AB2805* NAVD 88     -        84.57   (meters)     277.5    (feet)  GPS OBS   
 AB2805  ___________________________________________________________________
 AB2805  X           -    -452,527.235 (meters)                     COMP
 AB2805  Y           -  -5,439,931.640 (meters)                     COMP
 AB2805  Z           -   3,287,987.598 (meters)                     COMP
 AB2805  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AB2805  ELLIP HEIGHT-          57.00  (meters)          (10/24/00) GPS OBS
 AB2805  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AB2805
 AB2805  HORZ ORDER  -  B
 AB2805  ELLP ORDER  -  FOURTH    CLASS II
 AB2805
 AB2805.This mark is at Angelina Co (LFK) Airport (LFK)
 AB2805
 AB2805.The horizontal coordinates were established by GPS observations
 AB2805.and adjusted by the National Geodetic Survey in February 1996..
 AB2805
 AB2805.The orthometric height was determined by GPS observations and a
 AB2805.high-resolution geoid model.
 AB2805
 AB2805.GPS derived orthometric heights for airport stations designated as
 AB2805.PACS or SACS are published to 2 decimal places.  This maintains
 AB2805.centimeter relative accuracy between the PACS and SACS.  It does
 AB2805.not indicate centimeter accuracy relative to other marks which are
 AB2805.part of the NAVD 88 network.
 AB2805
 AB2805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2805
 AB2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2805
 AB2805.The ellipsoidal height was determined by GPS observations
 AB2805.and is referenced to NAD 83.
 AB2805
 AB2805.The geoid height was determined by GEOID03.
 AB2805
 AB2805;                    North         East     Units Scale Factor Converg.
 AB2805;SPC TX C     - 3,186,896.085 1,231,151.023   MT  0.99988984   +2 52 22.9
 AB2805;SPC TX C     -10,455,674.91  4,039,201.31   sFT  0.99988984   +2 52 22.9
 AB2805;UTM  15      - 3,456,692.328   332,827.009   MT  0.99994472   -0 54 37.2
 AB2805
 AB2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2805!SPC TX C     -   0.99999105  x   0.99988984  =   0.99988089
 AB2805!UTM  15      -   0.99999105  x   0.99994472  =   0.99993577
 AB2805
 AB2805:                Primary Azimuth Mark                     Grid Az
 AB2805:SPC TX C     -  LFK AP STA C                             007 58 49.3
 AB2805:UTM  15      -  LFK AP STA C                             011 45 49.4
 AB2805
 AB2805|---------------------------------------------------------------------|
 AB2805| PID    Reference Object                     Distance      Geod. Az  |
 AB2805|                                                           dddmmss.s |
 AB2805| AB7879 LFK AP STA C                        APPROX. 0.6 KM 0105112.2 |
 AB2805| AB7880 FAA LFK A                           429.919 METERS 0530238.6 |
 AB2805| AB7878 FAA LFK B                           APPROX. 1.0 KM 0661943.7 |
 AB2805|---------------------------------------------------------------------|
 AB2805
 AB2805                          SUPERSEDED SURVEY CONTROL
 AB2805
 AB2805  ELLIP H (02/20/96)   57.05   (m)                       GP(       ) 1 1
 AB2805
 AB2805.Superseded values are not recommended for survey control.
 AB2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2805.See file dsdata.txt to determine how the superseded data were derived.
 AB2805
 AB2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3282756692(NAD 83)
 AB2805_MARKER: I = METAL ROD
 AB2805_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2805_STAMPING: FAA LFK C 1994
 AB2805_MARK LOGO: NGS   
 AB2805_PROJECTION: FLUSH
 AB2805_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2805+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2805_ROD/PIPE-DEPTH: 4.9  meters
 AB2805_SLEEVE-DEPTH  : 0.90 meters
 AB2805
 AB2805  HISTORY     - Date     Condition        Report By
 AB2805  HISTORY     - 1994     MONUMENTED       NGS
 AB2805  HISTORY     - 19980919 GOOD             USPSQD
 AB2805
 AB2805                          STATION DESCRIPTION
 AB2805
 AB2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2805'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF LUFKIN AT THE
 AB2805'ANGELINA COUNTY AIRPORT, IN GRASS ALONG THE ACCESS ROAD TO THE DF
 AB2805'ANTENNA JUST WEST OF THE TERMINAL AND ACROSS THE AIRPORT ENTRANCE ROAD
 AB2805'FROM A ROW OF HANGARS.  OWNERSHIP--ANGELINA COUNTY, RT.  1 BOX 70AA,
 AB2805'DIBOLL, TX 75941.  AIRPORT MANAGER IS BARLEY LENDERMAN.  PHONE
 AB2805'409-634-7511.  CONTACT HIM ONE DAY IN ADVANCE FOR AN ESCORT TO THE
 AB2805'STATION.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 59 AND STATE
 AB2805'LOOP HIGHWAY 287 ON THE SOUTH SIDE OF LUFKIN, GO SOUTH ON HIGHWAY 59
 AB2805'FOR 9.26 KM (5.75 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 AB2805'EAST, ON THE ENTRANCE ROAD FOR 1.19 KM (0.75 MI) TO THE TERMINAL.
 AB2805'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 AB2805'GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A
 AB2805'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS
 AB2805'115.9 M (380.2 FT) NORTHEAST OF THE CENTER OF THE ENTRANCE ROAD, 14.3
 AB2805'M (46.9 FT) EAST OF THE EAST GATE POST OF THE GATE TO THE DF ANTENNA,
 AB2805'11.8 M (38.7 FT) NORTHEAST OF THE CENTER OF THE ACCESS ROAD, AND 0.7 M
 AB2805'(2.3 FT) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST IN THE PERIMETER
 AB2805'FENCE.  DESCRIBED BY D.G.  AUG
 AB2805
 AB2805                          STATION RECOVERY (1998)
 AB2805
 AB2805'RECOVERY NOTE BY US POWER SQUADRON 1998
 AB2805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6858 ***********************************************************************
 AB6858  SACS        -  This is a Secondary Airport Control Station.
 AB6858  DESIGNATION -  FAA OCH A
 AB6858  PID         -  AB6858
 AB6858  STATE/COUNTY-  TX/NACOGDOCHES
 AB6858  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 AB6858
 AB6858                         *CURRENT SURVEY CONTROL
 AB6858  ___________________________________________________________________
 AB6858* NAD 83(1993)-  31 34 29.00697(N)    094 42 35.38691(W)     ADJUSTED  
 AB6858* NAVD 88     -       102.22   (meters)     335.4    (feet)  GPS OBS   
 AB6858  ___________________________________________________________________
 AB6858  X           -    -446,590.433 (meters)                     COMP
 AB6858  Y           -  -5,420,596.709 (meters)                     COMP
 AB6858  Z           -   3,320,387.908 (meters)                     COMP
 AB6858  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AB6858  ELLIP HEIGHT-          75.09  (meters)          (07/24/01) GPS OBS
 AB6858  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AB6858
 AB6858  HORZ ORDER  -  FIRST
 AB6858  ELLP ORDER  -  THIRD     CLASS I
 AB6858
 AB6858.This mark is at A L Mangham Jr Reg (OCH) Airport (OCH)
 AB6858
 AB6858.The horizontal coordinates were established by GPS observations
 AB6858.and adjusted by the National Geodetic Survey in September 1996..
 AB6858
 AB6858.The orthometric height was determined by GPS observations and a
 AB6858.high-resolution geoid model.
 AB6858
 AB6858.GPS derived orthometric heights for airport stations designated as
 AB6858.PACS or SACS are published to 2 decimal places.  This maintains
 AB6858.centimeter relative accuracy between the PACS and SACS.  It does
 AB6858.not indicate centimeter accuracy relative to other marks which are
 AB6858.part of the NAVD 88 network.
 AB6858
 AB6858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6858
 AB6858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6858
 AB6858.The ellipsoidal height was determined by GPS observations
 AB6858.and is referenced to NAD 83.
 AB6858
 AB6858.The geoid height was determined by GEOID03.
 AB6858
 AB6858;                    North         East     Units Scale Factor Converg.
 AB6858;SPC TX C     - 3,225,011.468 1,233,556.754   MT  0.99993166   +2 53 47.2
 AB6858;SPC TX C     -10,580,725.12  4,047,094.12   sFT  0.99993166   +2 53 47.2
 AB6858;UTM  15      - 3,494,566.553   337,745.498   MT  0.99992471   -0 53 43.7
 AB6858
 AB6858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6858!SPC TX C     -   0.99998821  x   0.99993166  =   0.99991987
 AB6858!UTM  15      -   0.99998821  x   0.99992471  =   0.99991292
 AB6858
 AB6858:                Primary Azimuth Mark                     Grid Az
 AB6858:SPC TX C     -  NACPORT                                  006 33 08.2
 AB6858:UTM  15      -  NACPORT                                  010 20 39.1
 AB6858
 AB6858|---------------------------------------------------------------------|
 AB6858| PID    Reference Object                     Distance      Geod. Az  |
 AB6858|                                                           dddmmss.s |
 AB6858| BY2787 NACPORT                             404.349 METERS 0092655.4 |
 AB6858|---------------------------------------------------------------------|
 AB6858
 AB6858                          SUPERSEDED SURVEY CONTROL
 AB6858
 AB6858  ELLIP H (09/12/96)   75.14   (m)                       GP(       ) 3 1
 AB6858
 AB6858.Superseded values are not recommended for survey control.
 AB6858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6858.See file dsdata.txt to determine how the superseded data were derived.
 AB6858
 AB6858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3774594567(NAD 83)
 AB6858_MARKER: I = METAL ROD
 AB6858_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB6858_STAMPING: FAA OCH A 1994
 AB6858_MARK LOGO: NGS   
 AB6858_PROJECTION: FLUSH
 AB6858_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6858+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001
 AB6858_ROD/PIPE-DEPTH: 4.9  meters
 AB6858_SLEEVE-DEPTH  : 0.9 meters
 AB6858
 AB6858  HISTORY     - Date     Condition        Report By
 AB6858  HISTORY     - 1994     MONUMENTED       NGS
 AB6858  HISTORY     - 19970319 GOOD             NGS
 AB6858  HISTORY     - 19980919 GOOD             USPSQD
 AB6858  HISTORY     - 20010402 GOOD             JCLS
 AB6858  HISTORY     - 20010403 GOOD             JCLS
 AB6858
 AB6858                          STATION DESCRIPTION
 AB6858
 AB6858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6858'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF NACODOCHES,
 AB6858'AT THE A.L.  MANGHAM JR.  REGIONAL AIRPORT, IN THE GRASS MEDIAN OF
 AB6858'RUNWAY 18-36 AND THE PARALLEL TAXI.  OWNERSHIP--CITY OF NACODOCHES,
 AB6858'P.O.  DRAWER 630648, NACODOCHES, TX 75963-0648.  AIRPORT MANAGER IS
 AB6858'KEVIN KELLY.  PHONE 409-560-9567.  CONTACT HIM ONE DAY IN ADVANCE FOR
 AB6858'PERMISSION TO OCCUPY THIS STATION.  TO REACH THE STATION FROM THE
 AB6858'JUNCTION OF U.S.  HIGHWAY 59 AND STATE HIGHWAY 7, ABOUT 3 KM (1.85 MI)
 AB6858'SOUTHWEST OF NACODOCHES, GO SOUTHWEST ON STATE HIGHWAY 7 FOR 1.9 KM
 AB6858'(1.20 MI) TO TERRY CRAWFORD ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON
 AB6858'THE ROAD FOR 0.8 KM (0.50 MI) TO THE AIRPORT OFFICE ON THE LEFT AT THE
 AB6858'APRON.  CONTINUE AHEAD, NORTHWEST, ACROSS THE APRON FOR 0.1 KM (0.05
 AB6858'MI) TO A TAXI.  TURN RIGHT, NORTHERLY ON THE TAXI FOR 0.1 KM (0.05 MI)
 AB6858'TO A TAXI.  TURN LEFT, SOUTHWEST FOR 0.3 KM (0.20 MI) TO A RUNWAY.
 AB6858'TURN LEFT, SOUTH, CROSSING THE RUNWAY,FOR 0.1 KM (0.05 MI) TO THE
 AB6858'PARALLEL TAXI FOR RUNWAY 18-36.  CONTINUE AHEAD, SOUTH, ALONG THE TAXI
 AB6858'FOR 0.40 KM (0.25 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AB6858'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED
 AB6858'SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AB6858'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 117.4 M (385.2 FT) NORTH OF
 AB6858'THE CENTER OF A CONNECTOR, 43.4 M (142.4 FT) EAST OF THE EAST EDGE OF
 AB6858'THE RUNWAY, 18.4 M (60.4 FT) WEST OF THE CENTER OF THE TAXI, ABOUT 16
 AB6858'M (52.5 FT) EAST OF THE CENTER OF A DRAINAGE DITCH, AND 0.7 M (2.3 FT)
 AB6858'SOUTH OF A FIBERGLASS WITNESS POST.  STATION IS AIRPORT SACS.
 AB6858'DESCRIBED BY D.G.  AUG
 AB6858
 AB6858                          STATION RECOVERY (1997)
 AB6858
 AB6858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB6858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 19 MAR 1997 (WCW) .
 AB6858'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH NOTES.  THE STATION IS
 AB6858'LOCATED 117.4 M (385.2 FT) NORTH FROM THE CENTER OF THE FIRST
 AB6858'CONNECTOR NORTH OF APPROACH 36, 54.7 M (179.5 FT) EAST FROM RUNWAY
 AB6858'18-36 CENTER (CLEAR OF THE SAFETY AREA OF RUNWAY 18) , 53.7 M (176.2
 AB6858'FT) SOUTHEAST FROM RUNWAY LIGHT 43, 46.6 M (152.9 FT) EAST NORTHEAST
 AB6858'FROM RUNWAY LIGHT NUMBER 45.  NOTE--THIS STATION IS A SECONDARY
 AB6858'AIRPORT CONTROL STATION (SACS)
 AB6858
 AB6858                          STATION RECOVERY (1998)
 AB6858
 AB6858'RECOVERY NOTE BY US POWER SQUADRON 1998
 AB6858'RECOVERED IN GOOD CONDITION.
 AB6858
 AB6858                          STATION RECOVERY (2001)
 AB6858
 AB6858'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 AB6858'RECOVERED IN GOOD CONDITION.
 AB6858
 AB6858                          STATION RECOVERY (2001)
 AB6858
 AB6858'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AB6858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0574 ***********************************************************************
 BO0574  DESIGNATION -  FAA OZA A
 BO0574  PID         -  BO0574
 BO0574  STATE/COUNTY-  TX/CROCKETT
 BO0574  USGS QUAD   -  OZONA (1979)
 BO0574
 BO0574                         *CURRENT SURVEY CONTROL
 BO0574  ___________________________________________________________________
 BO0574* NAD 83(1993)-  30 43 52.60409(N)    101 12 08.06880(W)     ADJUSTED  
 BO0574* NAVD 88     -       718.6    (meters)    2358.     (feet)  VERTCON   
 BO0574  ___________________________________________________________________
 BO0574  X           -  -1,066,144.006 (meters)                     COMP
 BO0574  Y           -  -5,383,315.434 (meters)                     COMP
 BO0574  Z           -   3,240,675.764 (meters)                     COMP
 BO0574  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 BO0574  ELLIP HEIGHT-         695.01  (meters)          (02/16/96) GPS OBS
 BO0574  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 BO0574
 BO0574  HORZ ORDER  -  THIRD
 BO0574  ELLP ORDER  -  FIFTH     CLASS I
 BO0574
 BO0574.This mark is at Ozona Muni (OZA) Airport (OZA)
 BO0574
 BO0574.The horizontal coordinates were established by GPS observations
 BO0574.and adjusted by the National Geodetic Survey in February 1996..
 BO0574
 BO0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0574
 BO0574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BO0574
 BO0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0574
 BO0574.The ellipsoidal height was determined by GPS observations
 BO0574.and is referenced to NAD 83.
 BO0574
 BO0574.The geoid height was determined by GEOID03.
 BO0574
 BO0574;                    North         East     Units Scale Factor Converg.
 BO0574;SPC TX C     - 3,118,342.630   616,793.560   MT  0.99989279   -0 26 51.1
 BO0574;SPC TX C     -10,230,762.45  2,023,596.87   sFT  0.99989279   -0 26 51.1
 BO0574;UTM  14      - 3,401,892.861   289,148.471   MT  1.00014846   -1 07 32.8
 BO0574
 BO0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0574!SPC TX C     -   0.99989087  x   0.99989279  =   0.99978367
 BO0574!UTM  14      -   0.99989087  x   1.00014846  =   1.00003931
 BO0574
 BO0574:                Primary Azimuth Mark                     Grid Az
 BO0574:SPC TX C     -  FAA OZA B                                164 20 02.8
 BO0574:UTM  14      -  FAA OZA B                                165 00 44.5
 BO0574
 BO0574|---------------------------------------------------------------------|
 BO0574| PID    Reference Object                     Distance      Geod. Az  |
 BO0574|                                                           dddmmss.s |
 BO0574| BO0575 FAA OZA B                           439.273 METERS 1635311.7 |
 BO0574|---------------------------------------------------------------------|
 BO0574
 BO0574                          SUPERSEDED SURVEY CONTROL
 BO0574
 BO0574  ELLIP H (12/21/93)  694.23   (m)                       GP(       ) 4 1
 BO0574  NAD 83(1986)-  30 43 52.61336(N)    101 12 08.04849(W) AD(       ) 3
 BO0574  NGVD 29 (10/18/91)  718.4    (m)         2357.     (f) GPS OBS        
 BO0574
 BO0574.Superseded values are not recommended for survey control.
 BO0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0574.See file dsdata.txt to determine how the superseded data were derived.
 BO0574
 BO0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV8914801893(NAD 83)
 BO0574_MARKER: I = METAL ROD
 BO0574_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BO0574_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BO0574_STAMPING: FAA OZA A 1991
 BO0574_MARK LOGO: NGS   
 BO0574_PROJECTION: FLUSH
 BO0574_MAGNETIC: I = MARKER IS A STEEL ROD
 BO0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BO0574+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BO0574_ROD/PIPE-DEPTH: 3.7  meters
 BO0574_SLEEVE-DEPTH  : 1.0 meters
 BO0574
 BO0574  HISTORY     - Date     Condition        Report By
 BO0574  HISTORY     - 1991     MONUMENTED       NGS
 BO0574
 BO0574                          STATION DESCRIPTION
 BO0574
 BO0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BO0574'STATION IS LOCATED AT THE WEST SIDE OF OZONA, AT OZONA MUNICIPAL
 BO0574'AIRPORT, ABOUT 0.05 MI (0.08 KM) SOUTHEAST OF THE JUNCTION OF RUNWAY
 BO0574'16-34 AND THE TAXI APPROACH AND NEAR A 9 FT (2.7 M) HIGH WIRE FENCE
 BO0574'CORNER. OWNERSHIP-CROCKETT COUNTY, COUNTY COURTHOUSE, OZONA, TX
 BO0574'76943. AIRPORT MANAGER IS MARY JO HEARNE, PHONE 915-392-2030 (RES
 BO0574'392-2789).
 BO0574'TO REACH THE STATION FROM THE INTERSTATE 10 AND STATE ROUTE 163, EXIT
 BO0574'365 INTERCHANGE, LOCATED NEAR THE SOUTH SIDE OF OZONA, GO NORTH ALONG
 BO0574'STATE ROUTE 163 FOR 0.3 MI (0.5 KM) TO A TRAFIC LIGHT AT THE JUNCTION
 BO0574'OF STATE ROUTE 466 LOOP. TURN LEFT, WESTERLY, ALONG 466 LOOP FOR 0.3
 BO0574'MI (0.5 KM) TO WHERE THE ROAD FORKS. BEAR RIGHT, NORTH, ALONG AVE H
 BO0574'FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF 5TH STREET. CONTINUE NORTH
 BO0574'ALONG AVE H FOR 0.3 MI (0.5 KM) TO A FOUR-WAY STOP. CONTINUE NORTH
 BO0574'ALONG AVE H FOR 0.2 MI, JUST PAST A HOSPITAL, TO A CATTLE GUARD AND
 BO0574'ENTRENCE TO THE DOUBLE T RANCH. CROSS OVER THE CATTLE GUARD AND BEAR
 BO0574'RIGHT ALONG PAVED ROAD FOR 0.6 MI (1.0 KM) TO ANOTHER FORK IN ROAD.
 BO0574'CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO A CATTLE GUARD AND ENTRENCE
 BO0574'TO THE OZONA MUNICIPAL AIRPORT. CROSS OVER CATTLE GUARD AND TURN
 BO0574'RIGHT, EASTERLY, FOR 0.05 MI (0.08 KM) TO A SMALL WHITE BUILDING
 BO0574'(MANAGERS OFFICE). PASS TO THE NORTH OF BUILDING AND GO EAST ACROSSS
 BO0574'APRON FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF THE RUNWAY. THEN GO
 BO0574'SOUTHEAST ALONG THE SOUTHWEST SIDE OF THE RUNWAY FOR 0.05 MI
 BO0574'(0.08 KM) TO THE STATION ON THE RIGHT NEAR THE CORNER OF THE FENCE
 BO0574'AROUND A PASTURE.
 BO0574'STATION IS LOCATED  16.4 FT (5.0 M) EAST-NORTHEAST OF A FENCELINE, 183
 BO0574'FT (55.8 M) WEST-SOUTHWEST OF THE CENTER OF THE RUNWAY, 15.6 FT
 BO0574'(4.8 M) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST, 133.0 FT
 BO0574'(40.5 M) WEST-SOUTHWEST OF A RUNWAY LIGHT, 56.3 FT (17.2 M) SOUTHEAST
 BO0574'OF A CORNER FENCE POST, 267.0 FT (81.4 M) SOUTHEAST OF A TAXI LIGHT,
 BO0574'281.0 FT (85.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE TAXI
 BO0574'APPROACH, AND IN LINE WITH TWO RUNWAY LIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0575 ***********************************************************************
 BO0575  DESIGNATION -  FAA OZA B
 BO0575  PID         -  BO0575
 BO0575  STATE/COUNTY-  TX/CROCKETT
 BO0575  USGS QUAD   -  OZONA (1979)
 BO0575
 BO0575                         *CURRENT SURVEY CONTROL
 BO0575  ___________________________________________________________________
 BO0575* NAD 83(1993)-  30 43 38.90037(N)    101 12 03.48621(W)     ADJUSTED  
 BO0575* NAVD 88     -       717.3    (meters)    2353.     (feet)  VERTCON   
 BO0575  ___________________________________________________________________
 BO0575  X           -  -1,066,066.089 (meters)                     COMP
 BO0575  Y           -  -5,383,549.625 (meters)                     COMP
 BO0575  Z           -   3,240,312.324 (meters)                     COMP
 BO0575  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 BO0575  ELLIP HEIGHT-         693.76  (meters)          (02/16/96) GPS OBS
 BO0575  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 BO0575
 BO0575  HORZ ORDER  -  THIRD
 BO0575  ELLP ORDER  -  FIFTH     CLASS I
 BO0575
 BO0575.This mark is at Ozona Muni (OZA) Airport (OZA)
 BO0575
 BO0575.The horizontal coordinates were established by GPS observations
 BO0575.and adjusted by the National Geodetic Survey in February 1996..
 BO0575
 BO0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0575
 BO0575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BO0575
 BO0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0575
 BO0575.The ellipsoidal height was determined by GPS observations
 BO0575.and is referenced to NAD 83.
 BO0575
 BO0575.The geoid height was determined by GEOID03.
 BO0575
 BO0575;                    North         East     Units Scale Factor Converg.
 BO0575;SPC TX C     - 3,117,919.720   616,912.163   MT  0.99989310   -0 26 48.8
 BO0575;SPC TX C     -10,229,374.95  2,023,985.99   sFT  0.99989310   -0 26 48.8
 BO0575;UTM  14      - 3,401,468.468   289,262.089   MT  1.00014787   -1 07 30.0
 BO0575
 BO0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0575!SPC TX C     -   0.99989106  x   0.99989310  =   0.99978418
 BO0575!UTM  14      -   0.99989106  x   1.00014787  =   1.00003892
 BO0575
 BO0575:                Primary Azimuth Mark                     Grid Az
 BO0575:SPC TX C     -  FAA OZA A                                344 20 02.9
 BO0575:UTM  14      -  FAA OZA A                                345 00 44.1
 BO0575
 BO0575|---------------------------------------------------------------------|
 BO0575| PID    Reference Object                     Distance      Geod. Az  |
 BO0575|                                                           dddmmss.s |
 BO0575| BO0574 FAA OZA A                           439.273 METERS 3435314.1 |
 BO0575|---------------------------------------------------------------------|
 BO0575
 BO0575                          SUPERSEDED SURVEY CONTROL
 BO0575
 BO0575  ELLIP H (12/21/93)  693.14   (m)                       GP(       ) 4 1
 BO0575  NAD 83(1986)-  30 43 38.90964(N)    101 12 03.46591(W) AD(       ) 3
 BO0575  NGVD 29 (10/18/91)  717.1    (m)         2353.     (f) GPS OBS        
 BO0575
 BO0575.Superseded values are not recommended for survey control.
 BO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0575.See file dsdata.txt to determine how the superseded data were derived.
 BO0575
 BO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV8926201468(NAD 83)
 BO0575_MARKER: I = METAL ROD
 BO0575_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BO0575_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BO0575_STAMPING: FAA OZA B 1991
 BO0575_MARK LOGO: NGS   
 BO0575_PROJECTION: FLUSH
 BO0575_MAGNETIC: I = MARKER IS A STEEL ROD
 BO0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BO0575+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BO0575_ROD/PIPE-DEPTH: 4.3  meters
 BO0575_SLEEVE-DEPTH  : 1.0 meters
 BO0575
 BO0575  HISTORY     - Date     Condition        Report By
 BO0575  HISTORY     - 1991     MONUMENTED       NGS
 BO0575
 BO0575                          STATION DESCRIPTION
 BO0575
 BO0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BO0575'STATION IS LOCATED AT THE WEST SIDE OF OZONA, AT OZONA MUNICIPAL
 BO0575'AIRPORT AND IN LINE WITH THE END RUNWAY LIGHTS OF RUNWAY END 34.
 BO0575'OWNERSHIP--CROCKETT COUNTY, COUNTY COURTHOUSE, OZONA, TX 76943.
 BO0575'AIRPORT MANAGER IS MARY JO HEARNE, PHONE-915-392-2030,(RES 392-2789).
 BO0575'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 10 AND STATE ROUTE
 BO0575'163, EXIT 365 INTERCHANGE, LOCATED NEAR THE SOUTH SIDE OF OZONA, GO
 BO0575'NORTH ALONG STATE ROUTE 163 FOR 0.3 MI (0.5 KM) TO A TRAFFIC LIGHT AT
 BO0575'THE JUNCTION OF STATE ROUTE 466 LOOP. TURN LEFT, WESTERLY, ALONG 466
 BO0575'LOOP FOR 0.3 MI (0.5 KM) TO WHERE THE ROAD FORKS. BEAR RIGHT, NORTH,
 BO0575'ALONG AVE H FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF 5TH STREET.
 BO0575'CONTINUE NORTH ALONG AVE H FOR 0.3 MI (0.5 KM) TO A FOUR-WAY STOP.
 BO0575'CONTINUE NORTH ALONG AVE H FOR 0.2 MI (0.3 KM) JUST PAST A HOSPITAL,
 BO0575'TO A CATTLE GUARD AND THE ENTRANCE TO THE DOUBLE T RANCH. CROSS OVER
 BO0575'CATTLE GUARD AND BEAR RIGHT ALONG PAVED ROAD FOR 0.6 MI (1.0 KM) TO
 BO0575'ANOTHER FORK IN THE ROAD. CONTINUE NORTHERLY ALONG PAVED ROAD FOR
 BO0575'0.05 MI (0.08 KM) TO ANOTHER CATTLE GUARD AND THE ENTRANCE TO THE
 BO0575'OZONA MUNICIPAL AIRPORT.  CROSS OVER THE CATTLE GUARD AND TURN RIGHT,
 BO0575'EAST, FOR 0.05 MI (0.08 KM) TO A SMALL WHITE BUILDING (MANAGERS
 BO0575'OFFICE). PASS TO THE NORTH OF THE BUILDING AND GO EASTERLY ACROSS
 BO0575'APRON FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF THE RUNWAY. GO
 BO0575'SOUTHEAST ALONG THE SOUTHWEST SIDE OF THE RUNWAY FOR 0.35 MI
 BO0575'(0.56 KM) TO THE EXTREME SOUTHEAST END OF RUNWAY 16-34 AND THE
 BO0575'STATION IN LINE WITH THE END RUNWAY LIGHTS AND NEAR A 9 FT. HIGH WIRE
 BO0575'FENCELEINE ON THE RIGHT.
 BO0575'STATION IS LOCATED 15.9 FT (4.8 M) EAST-NORTHEAST OF FENCELINE, 184.4
 BO0575'FT (56.2 M) WEST-SOUTHWEST OF THE CENTER OF THE RUNWAY AND A TEXAS
 BO0575'AERONAUTICAL COMMISSION DISK, 134.6 FT (41.0 M) WEST-SOUTHWEST OF THE
 BO0575'SOUTHWESTERNMOST RUNWAY END LIGHT, AND 15.3 FT (4.7 M) EAST-NORTHEAST
 BO0575'OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7900 ***********************************************************************
 AB7900  SACS        -  This is a Secondary Airport Control Station.
 AB7900  DESIGNATION -  FAA PSN A
 AB7900  PID         -  AB7900
 AB7900  STATE/COUNTY-  TX/ANDERSON
 AB7900  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 AB7900
 AB7900                         *CURRENT SURVEY CONTROL
 AB7900  ___________________________________________________________________
 AB7900* NAD 83(1993)-  31 47 19.34676(N)    095 42 17.93807(W)     ADJUSTED  
 AB7900* NAVD 88     -       126.540  (meters)     415.16   (feet)  ADJUSTED  
 AB7900  ___________________________________________________________________
 AB7900  X           -    -539,430.437 (meters)                     COMP
 AB7900  Y           -  -5,399,644.460 (meters)                     COMP
 AB7900  Z           -   3,340,592.383 (meters)                     COMP
 AB7900  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AB7900  ELLIP HEIGHT-         100.34  (meters)          (03/15/01) GPS OBS
 AB7900  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AB7900  DYNAMIC HT  -         126.387 (meters)     414.65  (feet)  COMP
 AB7900  MODELED GRAV-     979,424.4   (mgal)                       NAVD 88
 AB7900
 AB7900  HORZ ORDER  -  FIRST
 AB7900  VERT ORDER  -  FIRST     CLASS II
 AB7900  ELLP ORDER  -  FIFTH     CLASS I
 AB7900
 AB7900.This mark is at Palestine Muni (PSN) Airport (PSN)
 AB7900
 AB7900.The horizontal coordinates were established by GPS observations
 AB7900.and adjusted by the National Geodetic Survey in November 1996..
 AB7900
 AB7900.The orthometric height was determined by differential leveling
 AB7900.and adjusted by the National Geodetic Survey in July 2002..
 AB7900
 AB7900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7900
 AB7900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7900
 AB7900.The ellipsoidal height was determined by GPS observations
 AB7900.and is referenced to NAD 83.
 AB7900
 AB7900.The geoid height was determined by GEOID03.
 AB7900
 AB7900.The dynamic height is computed by dividing the NAVD 88
 AB7900.geopotential number by the normal gravity value computed on the
 AB7900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7900.degrees latitude (g = 980.6199 gals.).
 AB7900
 AB7900.The modeled gravity was interpolated from observed gravity values.
 AB7900
 AB7900;                    North         East     Units Scale Factor Converg.
 AB7900;SPC TX C     - 3,244,365.436 1,138,210.353   MT  0.99997595   +2 23 01.9
 AB7900;SPC TX C     -10,644,222.27  3,734,278.47   sFT  0.99997595   +2 23 01.9
 AB7900;UTM  15      - 3,520,202.313   243,873.077   MT  1.00040914   -1 25 32.6
 AB7900
 AB7900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7900!SPC TX C     -   0.99998424  x   0.99997595  =   0.99996020
 AB7900!UTM  15      -   0.99998424  x   1.00040914  =   1.00039338
 AB7900
 AB7900                          SUPERSEDED SURVEY CONTROL
 AB7900
 AB7900  ELLIP H (11/18/96)  100.44   (m)                       GP(       ) 5 1
 AB7900
 AB7900.Superseded values are not recommended for survey control.
 AB7900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7900.See file dsdata.txt to determine how the superseded data were derived.
 AB7900
 AB7900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR4387320202(NAD 83)
 AB7900_MARKER: I = METAL ROD
 AB7900_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7900_STAMPING: FAA PSN A 1994
 AB7900_MARK LOGO: NGS   
 AB7900_PROJECTION: FLUSH
 AB7900_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7900+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1997
 AB7900_ROD/PIPE-DEPTH: 3.9  meters
 AB7900_SLEEVE-DEPTH  : 0.9 meters
 AB7900
 AB7900  HISTORY     - Date     Condition        Report By
 AB7900  HISTORY     - 1994     MONUMENTED       NGS
 AB7900  HISTORY     - 19971017 GOOD             NGS
 AB7900  HISTORY     - 20020824 GOOD             USPSQD
 AB7900
 AB7900                          STATION DESCRIPTION
 AB7900
 AB7900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB7900'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF PALESTINE AT
 AB7900'THE PALESTINE MUNICIPAL AIRPORT, IN BRUSH ON A LOW HILL AT THE CENTER
 AB7900'OF THE NORTH END OF THE AIRFIELD ALONG THE TAXI AT RUNWAY END 17.
 AB7900'OWNERSHIP--CITY OF PALESTINE, ROUTE 6, BOX 279, PALESTINE TX 75801.
 AB7900'FBO IS PALESTINE AVIATION.  PHONE 903-723-0111.  AIRPORT MANAGER IS
 AB7900'JUDITH WATLINGTON (ASSISTANT CITY MANAGER) .  PHONE 903-731-8415. CALL
 AB7900'ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH
 AB7900'FROM THE JUNCTION OF U.S.  HIGHWAY 287 AND STATE HIGHWAY 19 ABOUT 6 KM
 AB7900'(3.70 MI) NORTHWEST OF PALESTINE, GO WEST ON U.S.  HIGHWAY 287 FOR 2.7
 AB7900'KM (1.65 MI) TO A PAVED ROAD LEFT (COUNTY ROAD 421) . TURN LEFT, SOUTH
 AB7900'FOR 1.4 KM (0.85 MI) TO BENCHMARK X 399 ON THE LEFT AT A PAVED
 AB7900'Y-JUNCTION.  BEAR RIGHT, SOUTH, FOR 50 M (164.0 FT) TO A MACADAM ROAD
 AB7900'ON THE RIGHT.  TURN RIGHT, WEST, ON THE MACADAM ROAD FOR 0.12 KM (0.05
 AB7900'MI) TOWARDS HANGARS TO A TAXI.  TURN RIGHT, NORTHERLY, ON TAXI FOR
 AB7900'0.61 KM (0.35 MI) TO A CONNECTOR TAXI ON THE LEFT.  TURN RIGHT, NORTH,
 AB7900'ON TAXI FOR 0.34 KM (0.20 MI) TO THE NORTHEND OF THE TAXI AND THE
 AB7900'STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 AB7900'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 AB7900'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AB7900'SET FLUSH WITH THE GROUND.  IT IS 42.5 M (139.4 FT) EAST-NORTHEAST OF
 AB7900'THE NORTHEAST CORNER OF THE TAXI, 1.0 M (3.3 FT) NORTHWEST OF A PIPE
 AB7900'FENCE CORNER POST, AND 0.8 M (2.6 FT) WEST OF A FIBERGLASS WITNESS
 AB7900'POST IN THE FENCE.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA.
 AB7900'THIS STATION WAS SELECTED AS A SACS. DESCRIBED BY D.G.  AUG
 AB7900
 AB7900                          STATION RECOVERY (1997)
 AB7900
 AB7900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AB7900'6.9 KM (4.30 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 287 FROM THE
 AB7900'JUNCTION OF U.S.  HIGHWAY 79 IN PALESTINE, THENCE 1.5 KM (0.95 MI)
 AB7900'SOUTHERLY ALONG COUNTY ROAD 431, THENCE 0.1 KM (0.05 MI) WESTERLY
 AB7900'ALONG A PAVED ROAD, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG A TAXIWAY,
 AB7900'120.7 M (396.0 FT) EAST OF THE CENTERLINE OF A RUNWAY, 47.7 M (156.5
 AB7900'FT) EAST OF THE EXTENDED CENTER OF THE TAXIWAY, 1.1 M (3.6 FT)
 AB7900'NORTHWEST OF A FENCE CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 AB7900'TAXIWAY, AND 1.0 M (3.3 FT) WEST OF A WITNESS POST AND FENCE.
 AB7900'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB7900'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE
 AB7900'MONUMENT IS ON PROPERTY OWNED BY PALESTINE MUNICIPAL AIRPORT.  TO GAIN
 AB7900'ACCESS TO THE MONUMENT, CONTACT ALICE MCALPINE, ROUTE 6, BOX 6853,
 AB7900'PALESTINE, TX 75801, TELEPHONE NUMBER (903) 723-0111.
 AB7900
 AB7900                          STATION RECOVERY (2002)
 AB7900
 AB7900'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 AB7900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7901 ***********************************************************************
 AB7901  SACS        -  This is a Secondary Airport Control Station.
 AB7901  DESIGNATION -  FAA PSN B
 AB7901  PID         -  AB7901
 AB7901  STATE/COUNTY-  TX/ANDERSON
 AB7901  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 AB7901
 AB7901                         *CURRENT SURVEY CONTROL
 AB7901  ___________________________________________________________________
 AB7901* NAD 83(1993)-  31 47 04.70754(N)    095 42 18.38887(W)     ADJUSTED  
 AB7901* NAVD 88     -       126.232  (meters)     414.15   (feet)  ADJUSTED  
 AB7901  ___________________________________________________________________
 AB7901  X           -    -539,465.823 (meters)                     COMP
 AB7901  Y           -  -5,399,879.361 (meters)                     COMP
 AB7901  Z           -   3,340,208.941 (meters)                     COMP
 AB7901  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AB7901  ELLIP HEIGHT-         100.03  (meters)          (03/15/01) GPS OBS
 AB7901  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AB7901  DYNAMIC HT  -         126.079 (meters)     413.64  (feet)  COMP
 AB7901  MODELED GRAV-     979,424.4   (mgal)                       NAVD 88
 AB7901
 AB7901  HORZ ORDER  -  FIRST
 AB7901  VERT ORDER  -  FIRST     CLASS II
 AB7901  ELLP ORDER  -  FIFTH     CLASS I
 AB7901
 AB7901.This mark is at Palestine Muni (PSN) Airport (PSN)
 AB7901
 AB7901.The horizontal coordinates were established by GPS observations
 AB7901.and adjusted by the National Geodetic Survey in November 1996..
 AB7901
 AB7901.The orthometric height was determined by differential leveling
 AB7901.and adjusted by the National Geodetic Survey in July 2002..
 AB7901
 AB7901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7901
 AB7901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7901
 AB7901.The ellipsoidal height was determined by GPS observations
 AB7901.and is referenced to NAD 83.
 AB7901
 AB7901.The geoid height was determined by GEOID03.
 AB7901
 AB7901.The dynamic height is computed by dividing the NAVD 88
 AB7901.geopotential number by the normal gravity value computed on the
 AB7901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7901.degrees latitude (g = 980.6199 gals.).
 AB7901
 AB7901.The modeled gravity was interpolated from observed gravity values.
 AB7901
 AB7901;                    North         East     Units Scale Factor Converg.
 AB7901;SPC TX C     - 3,243,914.443 1,138,217.258   MT  0.99997498   +2 23 01.7
 AB7901;SPC TX C     -10,642,742.64  3,734,301.12   sFT  0.99997498   +2 23 01.7
 AB7901;UTM  15      - 3,519,751.662   243,849.993   MT  1.00040929   -1 25 32.3
 AB7901
 AB7901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7901!SPC TX C     -   0.99998429  x   0.99997498  =   0.99995927
 AB7901!UTM  15      -   0.99998429  x   1.00040929  =   1.00039358
 AB7901
 AB7901                          SUPERSEDED SURVEY CONTROL
 AB7901
 AB7901  ELLIP H (11/18/96)  100.12   (m)                       GP(       ) 5 1
 AB7901
 AB7901.Superseded values are not recommended for survey control.
 AB7901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7901.See file dsdata.txt to determine how the superseded data were derived.
 AB7901
 AB7901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR4385019752(NAD 83)
 AB7901_MARKER: I = METAL ROD
 AB7901_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7901_STAMPING: FAA PSN B 1994
 AB7901_MARK LOGO: NGS   
 AB7901_PROJECTION: FLUSH
 AB7901_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7901+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1997
 AB7901_ROD/PIPE-DEPTH: 6.4  meters
 AB7901_SLEEVE-DEPTH  : 0.9 meters
 AB7901
 AB7901  HISTORY     - Date     Condition        Report By
 AB7901  HISTORY     - 1994     MONUMENTED       NGS
 AB7901  HISTORY     - 19971017 GOOD             NGS
 AB7901  HISTORY     - 20020824 GOOD             USPSQD
 AB7901
 AB7901                          STATION DESCRIPTION
 AB7901
 AB7901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB7901'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF PALESTINE AT
 AB7901'THE PALESTINE MUNICIPAL AIRPORT, IN BRUSH SOUTHEAST OF A V FORMED BY
 AB7901'THE JUNCTION OF THE TAXI AND RUNWAY 17-35.  OWNERSHIP--CITY OF
 AB7901'PALESTINE, ROUTE 6, BOX 279, PALESTINE TX 75801.  FBO IS PALESTINE
 AB7901'AVIATION.  PHONE 903-723-0111.  AIRPORT MANAGER IS JUDITH WATLINGTON
 AB7901'(ASSISTANT CITY MANAGER) .  PHONE 903-731-8415.  CALL ONE DAY IN
 AB7901'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE
 AB7901'JUNCTION OF U.S.  HIGHWAY 287 AND STATE HIGHWAY 19 ABOUT 6 KM (3.70
 AB7901'MI) NORTHWEST OF PALESTINE, GO WEST ON U.S.  HIGHWAY 287 FOR 2.7 KM
 AB7901'(1.65 MI) TO A PAVED ROAD LEFT (COUNTY ROAD 421) .  TURN LEFT, SOUTH
 AB7901'FOR 1.4 KM (0.85 MI) TO BENCHMARK X 399 ON THE LEFT AT A PAVED
 AB7901'Y-JUNCTION.  BEAR RIGHT, SOUTH, FOR 50 M (164.0 FT) TO A MACADAM ROAD
 AB7901'ON THE RIGHT.  TURN RIGHT, WEST, ON THE MACADAM ROAD FOR 0.12 KM (0.05
 AB7901'MI) TOWARDS HANGARS TO A TAXI.  TURN RIGHT, NORTHERLY, ON TAXI FOR
 AB7901'0.51 KM (0.30 MI) THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 AB7901'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 AB7901'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AB7901'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 114.6 M
 AB7901'(376.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF RUNWAY SIGN 17-35,
 AB7901'98.2 M (322.2 FT) EAST OF THE EAST EDGE OF THE RUNWAY, 31.9 M (104.7
 AB7901'FT) SOUTHWEST OF THE CENTER OF THE TAXI, AND 0.6 M (2.0 FT) NORTHEAST
 AB7901'OF A FIBERGLASS WITNESS POST.  NOTE--SLEEVE DEPTH DOES NOT MEET CLASS
 AB7901'A CRITERIA.  THIS STATION WAS SELECTED AS A SACS. DESCRIBED BY D.G.
 AB7901'AUG
 AB7901
 AB7901                          STATION RECOVERY (1997)
 AB7901
 AB7901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AB7901'6.9 KM (4.30 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 287 FROM THE
 AB7901'JUNCTION OF U.S.  HIGHWAY 79 IN PALESTINE, THENCE 1.5 KM (0.95 MI)
 AB7901'SOUTHERLY ALONG COUNTY ROAD 431, THENCE 0.1 KM (0.05 MI) WESTERLY
 AB7901'ALONG A PAVED ROAD, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG A TAXIWAY,
 AB7901'140.0 M (459.3 FT) EAST OF THE CENTERLINE OF A RUNWAY, 32.0 M (105.0
 AB7901'FT) SOUTHWEST OF THE TAXIWAY CENTERLINE, 0.7 M (2.3 FT) SOUTHEAST OF A
 AB7901'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY.
 AB7901'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB7901'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 AB7901'MONUMENT IS ON PROPERTY OWNED BY PALESTINE MUNICIPAL AIRPORT.  TO GAIN
 AB7901'ACCESS TO THE MONUMENT, CONTACT ALICE MCALPINE, ROUTE 6, BOX 6853,
 AB7901'PALESTINE, TX 75801, TELEPHONE NUMBER (903) 723-0111.
 AB7901
 AB7901                          STATION RECOVERY (2002)
 AB7901
 AB7901'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 AB7901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1668 ***********************************************************************
 AE1668  DESIGNATION -  FAA T86 A
 AE1668  PID         -  AE1668
 AE1668  STATE/COUNTY-  TX/ZAPATA
 AE1668  USGS QUAD   -  ARROYO VELENO (1980)
 AE1668
 AE1668                         *CURRENT SURVEY CONTROL
 AE1668  ___________________________________________________________________
 AE1668* NAD 83(1993)-  26 58 04.52512(N)    099 14 47.58679(W)     ADJUSTED  
 AE1668* NAVD 88     -       125.6    (meters)     412.     (feet)  VERTCON   
 AE1668  ___________________________________________________________________
 AE1668  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AE1668  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AE1668
 AE1668  HORZ ORDER  -  THIRD
 AE1668
 AE1668.This mark is at Zapata Co (T86) Airport (T86)
 AE1668
 AE1668.The horizontal coordinates were established by GPS observations
 AE1668.and adjusted by the National Geodetic Survey in February 1996..
 AE1668
 AE1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1668
 AE1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1668
 AE1668.The geoid height was determined by GEOID03.
 AE1668
 AE1668;                    North         East     Units Scale Factor Converg.
 AE1668;SPC TX S     - 5,144,387.334   225,888.280   MT  0.99989496   -0 20 20.2
 AE1668;SPC TX S     -16,877,877.44    741,101.80   sFT  0.99989496   -0 20 20.2
 AE1668;UTM  14      - 2,982,906.374   475,531.327   MT  0.99960739   -0 06 42.5
 AE1668
 AE1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1668!SPC TX S     -   0.99998395  x   0.99989496  =   0.99987891
 AE1668!UTM  14      -   0.99998395  x   0.99960739  =   0.99959134
 AE1668
 AE1668:                Primary Azimuth Mark                     Grid Az
 AE1668:SPC TX S     -  FAA T86 B                                309 43 33.7
 AE1668:UTM  14      -  FAA T86 B                                309 29 56.0
 AE1668
 AE1668|---------------------------------------------------------------------|
 AE1668| PID    Reference Object                     Distance      Geod. Az  |
 AE1668|                                                           dddmmss.s |
 AE1668| AE1669 FAA T86 B                           APPROX. 0.6 KM 3092313.5 |
 AE1668|---------------------------------------------------------------------|
 AE1668
 AE1668                          SUPERSEDED SURVEY CONTROL
 AE1668
 AE1668  NAD 83(1986)-  26 58 04.52171(N)    099 14 47.54700(W) AD(       ) 3
 AE1668  NGVD 29 (10/18/91)  125.7    (m)          412.     (f) GPS OBS        
 AE1668
 AE1668.Superseded values are not recommended for survey control.
 AE1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1668.See file dsdata.txt to determine how the superseded data were derived.
 AE1668
 AE1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ7553182906(NAD 83)
 AE1668_MARKER: I = METAL ROD
 AE1668_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1668_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AE1668_STAMPING: FAA T86 A 1991
 AE1668_MARK LOGO: NGS   
 AE1668_MAGNETIC: I = MARKER IS A STEEL ROD
 AE1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1668+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE1668
 AE1668  HISTORY     - Date     Condition        Report By
 AE1668  HISTORY     - 1991     MONUMENTED       NGS
 AE1668
 AE1668                          STATION DESCRIPTION
 AE1668
 AE1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AE1668'THE STATION IS LOCATED ABOUT 9.8 KM (6.1 MI) NORTH-NORTHEAST OF
 AE1668'ZAPATA, AT THE ZAPATA COUNTY AIRPORT ON THE SOUTHWEST SIDE OF A
 AE1668'BARBED WIRE FENCE AND NORTHEAST OF THE WIND SOCK.  OWNERSHIP--ZAPATA
 AE1668'COUNTY, P.O. BOX 99, ZAPATA, TX. 78705. PHONE 512-765-9920. AIRPORT
 AE1668'MANAGER IS JESSE ATWELL, PHONE 512-765-4453.
 AE1668'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 AE1668'HIGHWAY 16 IN ZAPATA, GO NORTHEAST ON STATE HIGHWAY 16 FOR 5.63 KM
 AE1668'(3.50 MI) TO A GRAVEL ROAD ON THE LEFT (WITH AIRPORT SIGN). TURN
 AE1668'LEFT, NORTHWEST ON THE GRAVEL ROAD FOR 3.86 KM (2.40 MI) TO THE
 AE1668'AIRPORT OFFICE ON THE RIGHT AND TAXIWAY STRAIGHT AHEAD. GO NORTHEAST
 AE1668'ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF THE RUNWAY.
 AE1668'CONTINUE AHEAD, CROSSING THE RUNWAY AND ON TO THE GRASS, PASSING THE
 AE1668'WIND SOCK TO A BARBED WIRE FENCE LINE AND THE STATION ON THE
 AE1668'SOUTHWEST SIDE OF THE FENCE.
 AE1668'THE STATION IS LOCATED 75.7 M (248.4 FT) NORTHEAST OF THE CENTER OF
 AE1668'THE RUNWAY, 22.1 M (72.5 FT) NORTHEAST OF THE METAL POST OF THE WIND
 AE1668'SOCK AND 0.7 M (2.3 FT) SOUTHWEST OF A BARBED WIRE FENCE AND
 AE1668'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1669 ***********************************************************************
 AE1669  DESIGNATION -  FAA T86 B
 AE1669  PID         -  AE1669
 AE1669  STATE/COUNTY-  TX/ZAPATA
 AE1669  USGS QUAD   -  ZAPATA (1979)
 AE1669
 AE1669                         *CURRENT SURVEY CONTROL
 AE1669  ___________________________________________________________________
 AE1669* NAD 83(1993)-  26 58 17.61795(N)    099 15 05.38492(W)     ADJUSTED  
 AE1669* NAVD 88     -       129.5    (meters)     425.     (feet)  VERTCON   
 AE1669  ___________________________________________________________________
 AE1669  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AE1669  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AE1669
 AE1669  HORZ ORDER  -  THIRD
 AE1669
 AE1669.This mark is at Zapata Co (T86) Airport (T86)
 AE1669
 AE1669.The horizontal coordinates were established by GPS observations
 AE1669.and adjusted by the National Geodetic Survey in February 1996..
 AE1669
 AE1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1669
 AE1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1669
 AE1669.The geoid height was determined by GEOID03.
 AE1669
 AE1669;                    North         East     Units Scale Factor Converg.
 AE1669;SPC TX S     - 5,144,793.177   225,399.891   MT  0.99989493   -0 20 28.3
 AE1669;SPC TX S     -16,879,208.95    739,499.48   sFT  0.99989493   -0 20 28.3
 AE1669;UTM  14      - 2,983,310.161   475,041.474   MT  0.99960769   -0 06 50.6
 AE1669
 AE1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1669!SPC TX S     -   0.99998334  x   0.99989493  =   0.99987827
 AE1669!UTM  14      -   0.99998334  x   0.99960769  =   0.99959104
 AE1669
 AE1669:                Primary Azimuth Mark                     Grid Az
 AE1669:SPC TX S     -  FAA T86 A                                129 43 33.8
 AE1669:UTM  14      -  FAA T86 A                                129 29 56.1
 AE1669
 AE1669|---------------------------------------------------------------------|
 AE1669| PID    Reference Object                     Distance      Geod. Az  |
 AE1669|                                                           dddmmss.s |
 AE1669| AE1668 FAA T86 A                           APPROX. 0.6 KM 1292305.5 |
 AE1669|---------------------------------------------------------------------|
 AE1669
 AE1669                          SUPERSEDED SURVEY CONTROL
 AE1669
 AE1669  NAD 83(1986)-  26 58 17.61456(N)    099 15 05.34515(W) AD(       ) 3
 AE1669  NGVD 29 (10/18/91)  129.5    (m)          425.     (f) GPS OBS        
 AE1669
 AE1669.Superseded values are not recommended for survey control.
 AE1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1669.See file dsdata.txt to determine how the superseded data were derived.
 AE1669
 AE1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ7504183310(NAD 83)
 AE1669_MARKER: I = METAL ROD
 AE1669_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1669_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AE1669_STAMPING: FAA T86 B 1991
 AE1669_MARK LOGO: NGS   
 AE1669_MAGNETIC: I = MARKER IS A STEEL ROD
 AE1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1669+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE1669
 AE1669  HISTORY     - Date     Condition        Report By
 AE1669  HISTORY     - 1991     MONUMENTED       NGS
 AE1669
 AE1669                          STATION DESCRIPTION
 AE1669
 AE1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AE1669'THE STATION IS LOCATED ABOUT 9.8 KM (6.1 MI) NORTH-NORTHEAST OF
 AE1669'ZAPATA, AT THE ZAPATA COUNTY AIRPORT ON THE NORTHEAST SIDE OF RUNWAY
 AE1669'12 AND ON THE SOUTHWEST SIDE OF A BARBED WIRE FENCE.
 AE1669'OWNERSHIP--ZAPATA COUNTY, P.O. BOX 99, ZAPATA, TX. 78705. PHONE
 AE1669'512-765-9920. AIRPORT MANAGER IS JESSE ATWELL, PHONE 512-765-4453.
 AE1669'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 AE1669'HIGHWAY 16 IN ZAPATA, GO NORTHEAST ON STATE HIGHWAY 16 FOR 5.63 KM
 AE1669'(3.50 MI) TO A GRAVEL ROAD ON THE LEFT (WITH AIRPORT SIGN). TURN
 AE1669'LEFT, NORTHWEST ON THE GRAVEL ROAD FOR 3.86 KM (2.40 MI) TO THE
 AE1669'AIRPORT OFFICE ON THE RIGHT AND TAXIWAY STRAIGHT AHEAD. GO NORTHEAST
 AE1669'ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF THE RUNWAY.
 AE1669'TURN LEFT, NORTHWEST ON THE RUNWAY FOR 0.64 KM (0.40 MI) TO A RUNWAY
 AE1669'LIGHT. TURN RIGHT AND GO NORTHEAST ACROSS THE GRASS TO THE BARBED
 AE1669'WIRE FENCE LINE AND THE STATION ON THE SOUTHWEST SIDE OF THE FENCE.
 AE1669'THE STATION IS LOCATED 75.7 M (248.4 FT) NORTHEAST OF THE CENTER OF
 AE1669'THE RUNWAY, 63.4 M (208.0 FT) NORTHEAST OF A RUNWAY LIGHT AND 0.9 M
 AE1669'(3.0 FT) SOUTHWEST OF A BARBED WIRE FENCE AND FIBERGLASS WITNESS
 AE1669'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0472 ***********************************************************************
 CE0472  DESIGNATION -  FABENS
 CE0472  PID         -  CE0472
 CE0472  STATE/COUNTY-  TX/EL PASO
 CE0472  USGS QUAD   -  CLINT SE (1995)
 CE0472
 CE0472                         *CURRENT SURVEY CONTROL
 CE0472  ___________________________________________________________________
 CE0472* NAD 83(1993)-  31 31 11.49291(N)    106 03 40.47761(W)     ADJUSTED  
 CE0472* NAVD 88     -      1222.92   (+/-2cm)    4012.2    (feet)  VERTCON   
 CE0472  ___________________________________________________________________
 CE0472  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 CE0472  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0472
 CE0472  HORZ ORDER  -  FIRST
 CE0472  VERT ORDER  -  THIRD ? (See Below)
 CE0472
 CE0472.The horizontal coordinates were established by classical geodetic methods
 CE0472.and adjusted by the National Geodetic Survey in February 1996..
 CE0472
 CE0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0472.The vertical order pertains to the NGVD 29 superseded value.
 CE0472
 CE0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0472
 CE0472.The geoid height was determined by GEOID03.
 CE0472
 CE0472;                    North         East     Units Scale Factor Converg.
 CE0472;SPC TX C     - 3,219,442.021   156,232.750   MT  0.99992256   -2 57 00.8
 CE0472;SPC TX C     -10,562,452.70    512,573.61   sFT  0.99992256   -2 57 00.8
 CE0472;UTM  13      - 3,487,705.599   399,238.380   MT  0.99972522   -0 33 17.5
 CE0472
 CE0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0472!SPC TX C     -   0.99981179  x   0.99992256  =   0.99973436
 CE0472!UTM  13      -   0.99981179  x   0.99972522  =   0.99953706
 CE0472
 CE0472|---------------------------------------------------------------------|
 CE0472| PID    Reference Object                     Distance      Geod. Az  |
 CE0472|                                                           dddmmss.s |
 CE0472| CC7368 FABENS RM 1                          12.748 METERS 01341     |
 CE0472| CC7369 FABENS RM 2                          16.004 METERS 08628     |
 CE0472| CE0474 FABENS SILVER MUNICIPAL TANK        APPROX. 9.1 KM 2563318.4 |
 CE0472| CE0479 CLINT                               APPROX.17.1 KM 3164045.0 |
 CE0472| CC7367 FABENS AZ MK                                       3333421.5 |
 CE0472|---------------------------------------------------------------------|
 CE0472
 CE0472                          SUPERSEDED SURVEY CONTROL
 CE0472
 CE0472  NAD 83(1986)-  31 31 11.50060(N)    106 03 40.47085(W) AD(       ) 1
 CE0472  NAD 27      -  31 31 11.07500(N)    106 03 38.56500(W) AD(       ) 1
 CE0472  NGVD 29 (07/19/86) 1222.34   (m)         4010.3    (f) LEVELING    3  
 CE0472
 CE0472.Superseded values are not recommended for survey control.
 CE0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0472.See file dsdata.txt to determine how the superseded data were derived.
 CE0472
 CE0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ9923887706(NAD 83)
 CE0472_MARKER: DS = TRIANGULATION STATION DISK
 CE0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0472
 CE0472  HISTORY     - Date     Condition        Report By
 CE0472  HISTORY     - 1934     MONUMENTED       CGS
 CE0472  HISTORY     - 1936     GOOD             CGS
 CE0472  HISTORY     - 1954     GOOD             AMS
 CE0472  HISTORY     - 1959     GOOD             CGS
 CE0472
 CE0472                          STATION DESCRIPTION
 CE0472
 CE0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CE0472'THE STATION IS LOCATED ABOUT 5 MILES ENE OF FABENS, 6 MILES
 CE0472'N BY E OF TORNILLO AND 11 MILES SE OF CLINT.  IT IS ON A FLAT
 CE0472'SANDY BRUSH-COVERED MESA THAT COMES TO A POINT AT ITS WESTERN
 CE0472'EXTREMITY.  THE STATION MARK PROJECTS 4 INCHES AND IS ON THE
 CE0472'HIGHEST POINT IN THE IMMEDIATE VICINITY.
 CE0472'
 CE0472'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CE0472'BRONZE DISKS SET IN CONCRETE.
 CE0472'
 CE0472'REFERENCE AND AZIMUTH MARKS PROJECT 6 INCHES.
 CE0472'
 CE0472'THE AZIMUTH MARK IS ON THE SW SIDE OF THE ROAD LEADING TO
 CE0472'THE STATION AND IS 0.7 MILE BY ROAD FROM THE STATION.
 CE0472'
 CE0472'TO REACH THE STATION FROM FABENS GO N AND NE ON PAVED AND
 CE0472'GRAVEL ROAD FROM THE FIRST STREET INTERSECTION SE OF THE POST
 CE0472'OFFICE ON THE MAIN STREET, 2.25 MILES TO A WIRE GATE.  PASS
 CE0472'THRU GATE AND CONTINUE NE UP VALLEY ON MAIN ROAD 2.4 MILES
 CE0472'TO A FORKS.  (THIS FORKS IS ABOUT 1/2 MILE S OF A RANCH HOUSE
 CE0472'AND THERE IS A 4-INCH IRON PIPE PROJECTING ABOUT 2-1/2 FEET
 CE0472'ABOUT 50 FEET E OF THIS FORKS.) TAKE THE RIGHT FORK, SE, AND
 CE0472'GO 1.3 MILES.  THEN STRAIGHT AHEAD ON MAIN ROAD 0.3 MILE TO
 CE0472'A FORKS.  THEN RIGHT FORK ON DIM ROAD SE 1.15 MILES.  AT THIS
 CE0472'POINT LEAVE ROAD AND GO SW ACROSS COUNTRY 0.3 MILE TO
 CE0472'HIGHEST POINT AND STATION.
 CE0472'
 CE0472'WATER AND SUPPLIES AT FABENS.
 CE0472'
 CE0472'A 20-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CE0472
 CE0472                          STATION RECOVERY (1936)
 CE0472
 CE0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0472'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 CE0472
 CE0472                          STATION RECOVERY (1954)
 CE0472
 CE0472'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0472'THE STATION (A STANDARD DISK, STAMPED FABENS 1934 AND SET
 CE0472'IN THE TOP OF A CONCRETE POST 0.2 FT. UNDER GROUND) WAS
 CE0472'RECOVERED AS DESCRIBED IN GOOD CONDITION, BUT IT REQUIRED
 CE0472'APPROXIMATELY 3 HOURS OF DIGGING BEFORE THIS WAS ACCOMPLISHED.
 CE0472'
 CE0472'STATION IS 22 FT. E-SE OF THE CENTER OF A MESQUITE BUSH, 28
 CE0472'FT. NE OF THE CENTER OF A MESQUITE BUSH, 51 FT. N-NE OF THE
 CE0472'CENTER OF A MESQUITE BUSH, 67 FT. S-SW OF A SMALL BUSH AT THE
 CE0472'EDGE OF A BLUFF, AND 220 FT. N-NW OF THE N TIP OF A FINGER OF
 CE0472'A BLUFF JUTTING OUT FROM THE MESA.  ELEVATION IS 4010.279 FT.
 CE0472'
 CE0472'REFERENCE MARK 1 WAS RECOVERED, AND IT IS 0.8 FT. UNDER
 CE0472'GROUND.
 CE0472'
 CE0472'REFERENCE MARK 2 AND AZIMUTH MARK COULD NOT BE FOUND.
 CE0472
 CE0472                          STATION RECOVERY (1959)
 CE0472
 CE0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 CE0472'STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 RECOVERED
 CE0472'IN GOOD CONDITION.  DISTANCE TO REFERENCE MARKS CHECKED
 CE0472'AND FOUND CORRECT.  DESCRIPTION BY WRP IN 1934 WITH CHANGES
 CE0472'BY AMS IN 1955 RECOVERY NOTE ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0474 ***********************************************************************
 CE0474  DESIGNATION -  FABENS SILVER MUNICIPAL TANK
 CE0474  PID         -  CE0474
 CE0474  STATE/COUNTY-  TX/EL PASO
 CE0474  USGS QUAD   -  CLINT (1995)
 CE0474
 CE0474                         *CURRENT SURVEY CONTROL
 CE0474  ___________________________________________________________________
 CE0474* NAD 83(1993)-  31 30 02.97925(N)    106 09 14.37704(W)     ADJUSTED  
 CE0474* NAVD 88     -                                                        
 CE0474  ___________________________________________________________________
 CE0474  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CE0474  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0474
 CE0474  HORZ ORDER  -  THIRD
 CE0474
 CE0474.The horizontal coordinates were established by classical geodetic methods
 CE0474.and adjusted by the National Geodetic Survey in February 1996..
 CE0474
 CE0474
 CE0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0474
 CE0474.The geoid height was determined by GEOID03.
 CE0474
 CE0474;                    North         East     Units Scale Factor Converg.
 CE0474;SPC TX C     - 3,217,791.933   147,325.355   MT  0.99991961   -2 59 52.7
 CE0474;SPC TX C     -10,557,039.03    483,349.94   sFT  0.99991961   -2 59 52.7
 CE0474;UTM  13      - 3,485,685.077   390,409.355   MT  0.99974813   -0 36 10.9
 CE0474
 CE0474                          SUPERSEDED SURVEY CONTROL
 CE0474
 CE0474  NAD 83(1986)-  31 30 02.98532(N)    106 09 14.37038(W) AD(       ) 4
 CE0474  NAD 27      -  31 30 02.56000(N)    106 09 12.45600(W) AD(       ) 3
 CE0474
 CE0474.Superseded values are not recommended for survey control.
 CE0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0474.See file dsdata.txt to determine how the superseded data were derived.
 CE0474
 CE0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ9040985685(NAD 83)
 CE0474_MARKER: 51 = TANK
 CE0474
 CE0474  HISTORY     - Date     Condition        Report By
 CE0474  HISTORY     - 1936     FIRST OBSERVED   CGS
 CE0474  HISTORY     - 1955     GOOD             AMS
 CE0474
 CE0474                          STATION DESCRIPTION
 CE0474
 CE0474'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0474'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE FOLLOWING
 CE0474'ADDITIONS--
 CE0474'
 CE0474'STANDPIPE OF TANK IS 78 FT. NW OF THE CENTERLINE OF A NE-SW
 CE0474'STREET, 52 FT. NE OF THE CENTERLINE OF A NW-SE STREET, AND ON
 CE0474'THE EXTENSION OF THE SE EDGE OF A RECTANGULAR-SHAPED BUILDING
 CE0474'NE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0900 ***********************************************************************
 FM0900  DESIGNATION -  FABER
 FM0900  PID         -  FM0900
 FM0900  STATE/COUNTY-  TX/OLDHAM
 FM0900  USGS QUAD   -  VEGA SOUTH (1966)
 FM0900
 FM0900                         *CURRENT SURVEY CONTROL
 FM0900  ___________________________________________________________________
 FM0900* NAD 83(1993)-  35 14 52.18023(N)    102 26 36.50472(W)     ADJUSTED  
 FM0900* NAVD 88     -      1229.5    (meters)    4034.     (feet)  VERTCON   
 FM0900  ___________________________________________________________________
 FM0900  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 FM0900  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 FM0900
 FM0900  HORZ ORDER  -  THIRD
 FM0900
 FM0900.The horizontal coordinates were established by classical geodetic methods
 FM0900.and adjusted by the National Geodetic Survey in February 1996..
 FM0900
 FM0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0900
 FM0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0900
 FM0900.The geoid height was determined by GEOID03.
 FM0900
 FM0900;                    North         East     Units Scale Factor Converg.
 FM0900;SPC TX N     - 1,138,839.415   114,141.095   MT  0.99991526   -0 32 48.4
 FM0900;SPC TX N     - 3,736,342.31    374,477.91   sFT  0.99991526   -0 32 48.4
 FM0900;UTM  13      - 3,903,522.872   732,607.697   MT  1.00026685   +1 28 33.9
 FM0900
 FM0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0900!SPC TX N     -   0.99981094  x   0.99991526  =   0.99972622
 FM0900!UTM  13      -   0.99981094  x   1.00026685  =   1.00007774
 FM0900
 FM0900:                Primary Azimuth Mark                     Grid Az
 FM0900:SPC TX N     -  VEGA WHEAT GROWERS GRAIN ELEV            103 53 08.6
 FM0900:UTM  13      -  VEGA WHEAT GROWERS GRAIN ELEV            101 51 46.3
 FM0900
 FM0900|---------------------------------------------------------------------|
 FM0900| PID    Reference Object                     Distance      Geod. Az  |
 FM0900|                                                           dddmmss.s |
 FM0900| FM0904 VEGA WHEAT GROWERS GRAIN ELEV       APPROX. 1.7 KM 1032020.2 |
 FM0900| CJ6318 FABER RM 1                            9.180 METERS 10410     |
 FM0900| CJ6317 FABER AZ MK                                        1212343.3 |
 FM0900| CJ6319 FABER RM 2                            8.898 METERS 19237     |
 FM0900|---------------------------------------------------------------------|
 FM0900
 FM0900                          SUPERSEDED SURVEY CONTROL
 FM0900
 FM0900  NAD 83(1993)-  35 14 52.18750(N)    102 26 36.49615(W) AD(       ) 3
 FM0900  NAD 83(1986)-  35 14 52.18753(N)    102 26 36.49612(W) AD(       ) 3
 FM0900  NAD 27      -  35 14 51.99200(N)    102 26 34.75400(W) AD(       ) 3
 FM0900  NGVD 29 (07/28/98) 1229.0    (m)         4032.     (f) VERT ANG       
 FM0900
 FM0900.Superseded values are not recommended for survey control.
 FM0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0900.See file dsdata.txt to determine how the superseded data were derived.
 FM0900
 FM0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3260803523(NAD 83)
 FM0900_MARKER: DS = TRIANGULATION STATION DISK
 FM0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0900
 FM0900  HISTORY     - Date     Condition        Report By
 FM0900  HISTORY     - 1953     MONUMENTED       CGS
 FM0900  HISTORY     - 1966     GOOD             USGS
 FM0900  HISTORY     - 20050519 MARK NOT FOUND   USPSQD
 FM0900
 FM0900                          STATION DESCRIPTION
 FM0900
 FM0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0900'THE STATION IS LOCATED AIRLINE ABOUT 1 MILE WEST OF VEGA, ALONG
 FM0900'THE NORTH SIDE OF U.S. HIGHWAY 66 IN THE ROCK ISLAND RAILROAD
 FM0900'RIGHT OF WAY.
 FM0900'
 FM0900'THE STATION IS A STANDARD DISK STAMPED FABER 1953 SET IN TOP OF
 FM0900'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 8
 FM0900'INCHES ABOVE THE GROUND AND IS DIRECTLY UNDER A ROCK ISLAND
 FM0900'RAILROAD TELEGRAPH LINE.  IT IS 40.5 FEET SOUTH OF THE SOUTH
 FM0900'RAIL OF THE RAILROAD TRACK, 10 FEET EAST OF A TELEGRAPH POLE
 FM0900'WITH A TRIANGULAR BLAZE, AND 145 FEET NORTH OF THE CENTER
 FM0900'LINE OF U.S. HIGHWAY 66.
 FM0900'
 FM0900'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FABER
 FM0900'NO 1 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FM0900'WHICH PROJECTS ABOUT 10 INCHES ABOVE THE GROUND AND IS ABOUT
 FM0900'THE SAME ELEVATION AS THE STATION.  IT IS 40.5 FEET SOUTH OF THE
 FM0900'SOUTH RAIL OF THE RAILROAD TRACK.
 FM0900'
 FM0900'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FABER NO 2
 FM0900'1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FM0900'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND AND IS ABOUT THE
 FM0900'SAME ELEVATION AS THE STATION.  IT IS 116 FEET NORTH OF THE
 FM0900'CENTER LINE OF U.S. HIGHWAY 66.
 FM0900'
 FM0900'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FABER 1953 SET
 FM0900'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FM0900'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 35 FEET SOUTH OF THE
 FM0900'CENTER LINE OF U.S. HIGHWAY 66, 18 INCHES NORTH OF AN EAST-WEST
 FM0900'FENCE LINE, AND ABOUT 50 FEET EAST OF THE VEGA CITY LIMIT
 FM0900'SIGN.
 FM0900'
 FM0900'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FM0900'STATE HIGHWAY 51 IN VEGA, GO WEST ON U.S. HIGHWAY 66 FOR 0.4
 FM0900'MILE TO THE VEGA CITY LIMIT SIGN AND THE AZIMUTH MARK.
 FM0900'CONTINUE STRAIGHT AHEAD, WEST, ON U.S. HIGHWAY 66 FOR 0.5
 FM0900'MILE TO A TELEGRAPH POLE WITH A TRIANGULAR BLAZE AND THE
 FM0900'STATION.  THIS IS ABOUT 0.1 MILE BEFORE REACHING A LEFT ANGLE
 FM0900'TURN IN THE HIGHWAY.
 FM0900
 FM0900                          STATION RECOVERY (1966)
 FM0900
 FM0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0900'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35102-2, STATION 1008.
 FM0900'RECOVERED BY USGS IN 1966.
 FM0900'STATION MARK--STANDARD USC AND GS DISK SET IN TOP OF CONCRETE POST,
 FM0900'STAMPED---FABER 1953---.
 FM0900
 FM0900                          STATION RECOVERY (2005)
 FM0900
 FM0900'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 FM0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5733 ***********************************************************************
 AW5733  DESIGNATION -  FAD 1923
 AW5733  PID         -  AW5733
 AW5733  STATE/COUNTY-  TX/JEFFERSON
 AW5733  USGS QUAD   -  CLAM LAKE (1993)
 AW5733
 AW5733                         *CURRENT SURVEY CONTROL
 AW5733  ___________________________________________________________________
 AW5733* NAD 83(1993)-  29 39 20.36270(N)    094 06 34.28949(W)     ADJUSTED  
 AW5733* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW5733  ___________________________________________________________________
 AW5733  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AW5733  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW5733
 AW5733  HORZ ORDER  -  THIRD
 AW5733
 AW5733.The horizontal coordinates were established by classical geodetic methods
 AW5733.and adjusted by the National Geodetic Survey in February 1996..
 AW5733
 AW5733.The orthometric height was scaled from a topographic map.
 AW5733
 AW5733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5733
 AW5733.The geoid height was determined by GEOID03.
 AW5733
 AW5733;                    North         East     Units Scale Factor Converg.
 AW5733;SPC TXSC     - 4,211,859.508 1,073,288.958   MT  0.99987885   +2 23 45.3
 AW5733;SPC TXSC     -13,818,409.07  3,521,282.19   sFT  0.99987885   +2 23 45.3
 AW5733;UTM  15      - 3,281,144.758   392,617.935   MT  0.99974227   -0 32 56.5
 AW5733
 AW5733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5733!SPC TXSC     -   1.00000391  x   0.99987885  =   0.99988276
 AW5733!UTM  15      -   1.00000391  x   0.99974227  =   0.99974618
 AW5733
 AW5733:                Primary Azimuth Mark                     Grid Az
 AW5733:SPC TXSC     -  DERRICK 1923                             305 46 36.5
 AW5733:UTM  15      -  DERRICK 1923                             308 43 18.3
 AW5733
 AW5733|---------------------------------------------------------------------|
 AW5733| PID    Reference Object                     Distance      Geod. Az  |
 AW5733|                                                           dddmmss.s |
 AW5733| AW5742 DERRICK 1923                        APPROX.16.0 KM 3081021.8 |
 AW5733|---------------------------------------------------------------------|
 AW5733
 AW5733                          SUPERSEDED SURVEY CONTROL
 AW5733
 AW5733  NAD 83(1993)-  29 39 20.36259(N)    094 06 34.28915(W) AD(       ) 3
 AW5733  NAD 83(1986)-  29 39 20.38556(N)    094 06 34.27500(W) AD(       ) 3
 AW5733  NAD 27      -  29 39 19.63300(N)    094 06 33.64200(W) AD(       ) 3
 AW5733
 AW5733.Superseded values are not recommended for survey control.
 AW5733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5733.See file dsdata.txt to determine how the superseded data were derived.
 AW5733
 AW5733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN9261881145(NAD 83)
 AW5733_MARKER: DS = TRIANGULATION STATION DISK
 AW5733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW5733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5733+STABILITY: SURFACE MOTION
 AW5733
 AW5733  HISTORY     - Date     Condition        Report By
 AW5733  HISTORY     - 1923     MONUMENTED       CGS
 AW5733  HISTORY     - 1923     MARK NOT FOUND   CGS
 AW5733  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5733
 AW5733                          STATION DESCRIPTION
 AW5733
 AW5733'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (GCJ)
 AW5733'STATION IS ABOUT 2.8 MILES W OF THE MC FADDEN BEACH ROADHOUSE,
 AW5733'ON THE HARD GROUND NEAR THE BEACH, ABOUT 75 METERS FROM HIGH-WATER
 AW5733'LINE, 58 METERS FROM THE GRASS LINE, AND ABOUT 18.1 MILES E OF
 AW5733'HIGH ISLAND.
 AW5733'
 AW5733'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW5733'
 AW5733'REFERENCE MARK 1 IS ON RANGE WITH WEST PORT ARTHUR, TEXAS OIL
 AW5733'COMPANY, DOCKS, WATER TOWER.
 AW5733'
 AW5733'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 AW5733
 AW5733                          STATION RECOVERY (1923)
 AW5733
 AW5733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FSB)
 AW5733'STATION IS ON MC FADDEN BEACH, APPROXIMATELY 17.0 MILES W OF
 AW5733'SABINE PASS.  IT IS ON HARD GRASSY LAND, ABOUT 50 METERS BACK
 AW5733'FROM THE SHORELINE, AND 2 MILES W OF THE BATH HOUSES ON MC FADDEN
 AW5733'BEACH.
 AW5733'
 AW5733'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE
 AW5733'AT THE CENTERS OF THE TOPS OF TILES.
 AW5733'
 AW5733'REFERENCE MARK 1 IS JUST TO THE RIGHT OF THE LINE TO DERRICK
 AW5733'(A 150-FOOT OIL DERRICK).
 AW5733'
 AW5733'REFERENCE MARK 2 IS APPROXIMATELY ON RANGE WITH WEST PORT
 AW5733'ARTHUR, TEXAS OIL COMPANY, DOCKS, WATER TOWER (200-FOOT TANK).
 AW5733'
 AW5733'STATION CAN BE REACHED BY AUTOMOBILE FROM PORT ARTHUR OR SABINE
 AW5733'OVER SHELL ROADS.
 AW5733'
 AW5733'STATION IS IN THE MAIN SCHEME AND IS SUITABLE FOR A BASE END
 AW5733'IN STARTING WORK.
 AW5733'
 AW5733'HEIGHT OF LIGHT ABOVE STATION MARK - 32 METERS.
 AW5733
 AW5733                          STATION RECOVERY (1960)
 AW5733
 AW5733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5733'LOST.  AN INVERSE BETWEEN STATION FADDEN 1934 AND THIS STATION
 AW5733'WAS MADE.  THE ANGLE AND DISTANCE WERE MEASURED.  THE DISTANCE
 AW5733'PLACES THE STATION UNDER THE PRESENT HIGHWAY.  THE REFERENCE
 AW5733'MARKS COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5735 ***********************************************************************
 AW5735  DESIGNATION -  FADDEN
 AW5735  PID         -  AW5735
 AW5735  STATE/COUNTY-  TX/JEFFERSON
 AW5735  USGS QUAD   -  CLAM LAKE (1993)
 AW5735
 AW5735                         *CURRENT SURVEY CONTROL
 AW5735  ___________________________________________________________________
 AW5735* NAD 83(1993)-  29 39 21.05441(N)    094 06 51.19322(W)     ADJUSTED  
 AW5735* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 AW5735  ___________________________________________________________________
 AW5735  X           -    -397,984.515 (meters)                     COMP
 AW5735  Y           -  -5,532,914.052 (meters)                     COMP
 AW5735  Z           -   3,137,265.707 (meters)                     COMP
 AW5735  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AW5735  ELLIP HEIGHT-         -26.07  (meters)          (06/17/02) GPS OBS
 AW5735  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW5735
 AW5735  HORZ ORDER  -  FIRST
 AW5735  ELLP ORDER  -  FIFTH     CLASS I
 AW5735
 AW5735.The horizontal coordinates were established by GPS observations
 AW5735.and adjusted by the National Geodetic Survey in February 1996..
 AW5735
 AW5735.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5735
 AW5735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5735
 AW5735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5735
 AW5735.The ellipsoidal height was determined by GPS observations
 AW5735.and is referenced to NAD 83.
 AW5735
 AW5735.The geoid height was determined by GEOID03.
 AW5735
 AW5735;                    North         East     Units Scale Factor Converg.
 AW5735;SPC TXSC     - 4,211,861.792 1,072,833.915   MT  0.99987887   +2 23 37.0
 AW5735;SPC TXSC     -13,818,416.56  3,519,789.27   sFT  0.99987887   +2 23 37.0
 AW5735;SPC LA S     -   131,386.624   730,803.153   MT  0.99994376   -1 23 25.7
 AW5735;SPC LA S     -   431,057.62  2,397,643.34   sFT  0.99994376   -1 23 25.7
 AW5735;UTM  15      - 3,281,170.414   392,163.673   MT  0.99974348   -0 33 04.9
 AW5735
 AW5735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5735!SPC TXSC     -   1.00000409  x   0.99987887  =   0.99988296
 AW5735!SPC LA S     -   1.00000409  x   0.99994376  =   0.99994785
 AW5735!UTM  15      -   1.00000409  x   0.99974348  =   0.99974757
 AW5735
 AW5735:                Primary Azimuth Mark                     Grid Az
 AW5735:SPC TXSC     -  V 1014 RESET                             070 58 04.0
 AW5735:SPC LA S     -  V 1014 RESET                             074 45 06.7
 AW5735:UTM  15      -  V 1014 RESET                             073 54 45.9
 AW5735
 AW5735|---------------------------------------------------------------------|
 AW5735| PID    Reference Object                     Distance      Geod. Az  |
 AW5735|                                                           dddmmss.s |
 AW5735| AW2460 V 1014 RESET                                       0732141.0 |
 AW5735| CV9780 FADDEN RM 1                          18.547 METERS 07610     |
 AW5735| AW2455 U 1014                              194.401 METERS 20142     |
 AW5735| CV9781 FADDEN RM 2                          18.267 METERS 33234     |
 AW5735|---------------------------------------------------------------------|
 AW5735
 AW5735                          SUPERSEDED SURVEY CONTROL
 AW5735
 AW5735  ELLIP H (02/16/96)  -26.00   (m)                       GP(       ) 5 1
 AW5735  NAD 83(1993)-  29 39 21.05396(N)    094 06 51.19321(W) AD(       ) 1
 AW5735  ELLIP H (01/21/93)  -25.99   (m)                       GP(       ) 4 2
 AW5735  NAD 83(1993)-  29 39 21.07467(N)    094 06 51.17329(W) AD(       ) 1
 AW5735  NAD 83(1986)-  29 39 21.07796(N)    094 06 51.17517(W) AD(       ) 2
 AW5735  NAD 27      -  29 39 20.28570(N)    094 06 50.53730(W) AD(       ) 2
 AW5735  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 AW5735
 AW5735.Superseded values are not recommended for survey control.
 AW5735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5735.See file dsdata.txt to determine how the superseded data were derived.
 AW5735
 AW5735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN9216481170(NAD 83)
 AW5735_MARKER: DS = TRIANGULATION STATION DISK
 AW5735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW5735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5735+STABILITY: SURFACE MOTION
 AW5735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5735+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1990
 AW5735
 AW5735  HISTORY     - Date     Condition        Report By
 AW5735  HISTORY     - 1934     MONUMENTED       CGS
 AW5735  HISTORY     - 1960     GOOD             CGS
 AW5735  HISTORY     - 1962     GOOD             CGS
 AW5735  HISTORY     - 1962     GOOD             CGS
 AW5735  HISTORY     - 1963     GOOD             CGS
 AW5735  HISTORY     - 1976     GOOD             NGS
 AW5735  HISTORY     - 19900221 GOOD
 AW5735
 AW5735                          STATION DESCRIPTION
 AW5735
 AW5735'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW5735'STATION IS LOCATED ON THE SABINE PASS-GALVESTON BEACH ROAD, 15.3
 AW5735'MILES SW OF THE DOWLING MONUMENT AT INTERSECTION OF PORT
 AW5735'ARTHUR AND GALVESTON ROADS AT SABINE PASS.  IT IS ON THE
 AW5735'MC FADDEN RANCH, 1.9 MILES W OF BREEZE INN, 237 METERS INSHORE
 AW5735'FROM HIGH-WATER LINE, AND 205 METERS N OF WIRE FENCE ALONG BEACH
 AW5735'ROAD.  THE PRESENT BEACH ROAD IS NEARLY DESTROYED BY HIGH
 AW5735'WATER.  A PROPOSED BEACH ROAD IS TO PARALLEL THE BEACH FARTHER
 AW5735'INSHORE.  THE STATION IS ON LOW PASTURE LAND AND IS DEVOID
 AW5735'OF OTHER REFERENCES.
 AW5735'
 AW5735'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 AW5735'6-INCH CONCRETE-FILLED TILE PROJECTING 6 INCHES ABOVE GROUND.
 AW5735'IT IS STAMPED FADDEN 1934.
 AW5735'
 AW5735'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5735'OF A 6-INCH CONCRETE-FILLED TILE PROJECTING 6 INCHES ABOVE
 AW5735'THE GROUND.  IT IS STAMPED R.M. 1 1934.
 AW5735'
 AW5735'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5735'OF A 6-INCH CONCRETE-FILLED TILE PROJECTING 6 INCHES ABOVE
 AW5735'THE GROUND.  IT IS STAMPED R.M. 2 1934.
 AW5735
 AW5735                          STATION RECOVERY (1960)
 AW5735
 AW5735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5735'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  THE DISTANCES
 AW5735'TO THE REFERENCE MARKS WERE VERIFIED.  THE 1934 DESCRIPTION IS
 AW5735'ADEQUATE WITH THE FOLLOWING ADDITIONS.
 AW5735'
 AW5735'THE STATION IS ABOUT 450 FEET NORTH OF THE FENCE AND 2 FEET
 AW5735'SOUTH OF A WITNESS POST.  A STANDARD DISK STAMPED FADDEN 1934
 AW5735'IN TOP OF A 6 INCH TILE PROJECTING 6 INCHES ABOVE GROUND.
 AW5735'
 AW5735'R.M. 1 IS NORTHEAST OF THE STATION.  A STANDARD DISK STAMPED
 AW5735'R.M. 1 1934 IN TOP OF A 6 INCH TILE PROJECTING 6 INCHES ABOVE
 AW5735'GROUND.
 AW5735'
 AW5735'R.M. 2 IS NORTHWEST OF THE STATION.  A STANDARD DISK STAMPED
 AW5735'R.M. 2 1934 IN TOP OF A 6 INCH TILE PROJECTING 6 INCHES ABOVE
 AW5735'GROUND.
 AW5735
 AW5735                          STATION RECOVERY (1962)
 AW5735
 AW5735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 AW5735'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5735
 AW5735                          STATION RECOVERY (1962)
 AW5735
 AW5735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SLH)
 AW5735'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 AW5735'WERE NOT SEARCHED FOR.  THE RECOVERY NOTE BY J.K.W. IN 1960
 AW5735'IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--HIGHWAY 87 AND THE
 AW5735'FENCE REFERRED TO WERE DESTROYED BY HURRICANE CARIA IN 1961.
 AW5735'A NEW HIGHWAY IS PRESENTLY UNDER CONSTRUCTION.
 AW5735
 AW5735                          STATION RECOVERY (1963)
 AW5735
 AW5735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5735'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN THE
 AW5735'1934 RECOVERY NOTE.  THE TO REACH IS ADEQUATE.
 AW5735'
 AW5735'A NEW AZIMUTH MARK WAS ESTABLISHED ON THIS DATE.  IT IS A
 AW5735'STANDARD BENCH MARK DISK STAMPED V1014 RESET 1962.  SET IN A
 AW5735'10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTS 13 INCHES
 AW5735'ABOVE GROUND.  IT IS 1.4 FEET WEST OF A STANDARD METAL
 AW5735'WITNESS POST AND SIGN, 81.6 FEET NORTH OF A FENCE LINE. 87.5
 AW5735'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 87.
 AW5735'
 AW5735'REFERENCE MARK 3 IS A STANDARD BENCH MARK DISK STAMPED U1014 1953,
 AW5735'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTS 5 INCHES
 AW5735'ABOVE GROUND.  IT IS 1.5 FEET NORTHWEST OF A STANDARD METAL
 AW5735'WITNESS POST AND SIGN.  20.5 FEET NORTHWEST OF THE CENTERLINE
 AW5735'OF STATE HIGHWAY 87.  61 FEET NORTHWEST OF A FENCE LINE.
 AW5735'
 AW5735'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 AW5735'HIGHWAY 87 FOR 0.95 MILE TO THE BENCH MARK ON THE LEFT AS
 AW5735'DESCRIBED.
 AW5735
 AW5735                          STATION RECOVERY (1976)
 AW5735
 AW5735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 AW5735'STATION MARK, RMS 1 AND 2, AND THE AZIMUTH MARK (BM V 1014 RESET)
 AW5735'RECOVERED IN GOOD CONDITION.  STATION BM U 1014 (TRAVERSE STATION)
 AW5735'WAS ALSO RECOVERED.
 AW5735'
 AW5735'TO REACH THE STATION FROM SABINE PASS, GO SW ON STATE HIGHWAY 87 FOR
 AW5735'5.8 MILES TO A HISTORICAL MARKER ON THE RIGHT.  CONTINUE AHEAD FOR
 AW5735'7.1 MILES TO BREEZE 1963 ON THE RIGHT.  CONTINUE FOR 1.45 MILES TO
 AW5735'THE AZIMUTH MARK ON THE RIGHT, 87.5 FEET NW OF THE CENTER OF THE
 AW5735'HIGHWAY.  CONTINUE FOR 0.95 MILE TO THE STATION ON THE RIGHT
 AW5735'ABOUT 450 FEET OF THE HIGHWAY.
 AW5735'
 AW5735'STATION AND REFERENCE MARKS ARE ABOUT FLUSH WITH THE GROUND NOW.  A
 AW5735'3-INCH WOODEN POST WITH SIGN WAS SET AT THE STATION MARK.
 AW5735'
 AW5735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SW OF
 AW5735'SABINE PASS.
 AW5735
 AW5735                          STATION RECOVERY (1990)
 AW5735
 AW5735'RECOVERED 1990
 AW5735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0446 ***********************************************************************
 AN0446  DESIGNATION -  FAGAN
 AN0446  PID         -  AN0446
 AN0446  STATE/COUNTY-  TX/REFUGIO
 AN0446  USGS QUAD   -  TIVOLI (1973)
 AN0446
 AN0446                         *CURRENT SURVEY CONTROL
 AN0446  ___________________________________________________________________
 AN0446* NAD 83(1993)-  28 29 01.35553(N)    096 58 24.19556(W)     ADJUSTED  
 AN0446* NAVD 88     -        16.04   (+/-2cm)      52.6    (feet)  VERTCON   
 AN0446  ___________________________________________________________________
 AN0446  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AN0446  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0446
 AN0446  HORZ ORDER  -  FIRST
 AN0446  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0446
 AN0446.The horizontal coordinates were established by classical geodetic methods
 AN0446.and adjusted by the National Geodetic Survey in February 1996..
 AN0446
 AN0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0446.The vertical order pertains to the NGVD 29 superseded value.
 AN0446
 AN0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0446
 AN0446.The geoid height was determined by GEOID03.
 AN0446
 AN0446;                    North         East     Units Scale Factor Converg.
 AN0446;SPC TXSC     - 4,073,800.921   798,428.800   MT  0.99997270   +0 59 34.3
 AN0446;SPC TXSC     -13,365,461.85  2,619,511.82   sFT  0.99997270   +0 59 34.3
 AN0446;UTM  14      - 3,152,461.009   698,387.484   MT  1.00008575   +0 58 00.6
 AN0446
 AN0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0446!SPC TXSC     -   1.00000176  x   0.99997270  =   0.99997446
 AN0446!UTM  14      -   1.00000176  x   1.00008575  =   1.00008751
 AN0446
 AN0446|---------------------------------------------------------------------|
 AN0446| PID    Reference Object                     Distance      Geod. Az  |
 AN0446|                                                           dddmmss.s |
 AN0446| AN0447 FAGAN RM 1                           43.672 METERS 05000     |
 AN0446| AN2337 TIVOLI LUTHERAN CHURCH SPIRE        APPROX. 8.9 KM 1070214.2 |
 AN0446| AN2335 GROWERS GIN CO GIN VENTILATOR       APPROX.17.9 KM 1562433.9 |
 AN0446| AN2123 REFUGIO MUNICIPAL TANK              APPROX.35.7 KM 2350256.5 |
 AN0446| AN0445 FAGAN RM 2                                         2995730.6 |
 AN0446| CV7141 FAGAN RM 3                           35.092 METERS 31134     |
 AN0446|---------------------------------------------------------------------|
 AN0446
 AN0446                          SUPERSEDED SURVEY CONTROL
 AN0446
 AN0446  NAD 83(1986)-  28 29 01.36457(N)    096 58 24.17857(W) AD(       ) 1
 AN0446  NAD 27      -  28 29 00.35900(N)    096 58 23.21800(W) AD(       ) 1
 AN0446  NGVD 29 (??/??/92)   16.176  (m)           53.07   (f) ADJ UNCH    2 0
 AN0446
 AN0446.Superseded values are not recommended for survey control.
 AN0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0446.See file dsdata.txt to determine how the superseded data were derived.
 AN0446
 AN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9838752461(NAD 83)
 AN0446_MARKER: DS = TRIANGULATION STATION DISK
 AN0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0446_STAMPING: FAGAN 1931
 AN0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0446+STABILITY: SURFACE MOTION
 AN0446
 AN0446  HISTORY     - Date     Condition        Report By
 AN0446  HISTORY     - 1931     MONUMENTED       CGS
 AN0446  HISTORY     - 1931     GOOD             CGS
 AN0446  HISTORY     - 1934     GOOD             CGS
 AN0446  HISTORY     - 1937     GOOD             TXHD
 AN0446  HISTORY     - 1942     GOOD             CGS
 AN0446  HISTORY     - 1943     GOOD             CGS
 AN0446  HISTORY     - 1952     GOOD             CGS
 AN0446  HISTORY     - 1967     GOOD             HUMBLE
 AN0446  HISTORY     - 1971     GOOD             TXHD
 AN0446  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN0446  HISTORY     - 19990726 GOOD             USPSQD
 AN0446
 AN0446                          STATION DESCRIPTION
 AN0446
 AN0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN0446'ABOUT 20 MILES S OF VICTORIA AND 6 MILES W OF TIVOLI, ON
 AN0446'S SIDE OF HIGHWAY FROM TIVOLI TO INARI, APPROXIMATELY 200
 AN0446'YARDS W OF THE FIRST GROVE OF MESQUITE AND HUISATCHE W OF
 AN0446'TIVOLI AND N OF HIGHWAY, ABOUT 100 YARDS W OF TWO BOARD
 AN0446'GATES ON OPPOSITE SIDES OF ROAD, 79 FEET S OF THE CENTER
 AN0446'LINE OF HIGHWAY, 29.5 FEET S OF THE RIGHT-OF-WAY FENCE, 35
 AN0446'FEET SE OF THE NE CORNER OF CULTIVATED FIELD, AND 12.7 FEET
 AN0446'E OF THE DIVISION FENCE OF TWO LARGE FIELDS.  SURFACE AND
 AN0446'UNDERGROUND MARKS ARE BRONZE DISK STATION MARKS IN CONCRETE.
 AN0446'REFERENCE MARKS ARE BRONZE REFERENCE DISKS
 AN0446'IN CONCRETE.  NO. 1 PROJECTS ABOUT 5 INCHES ABOVE
 AN0446'GROUND, IS 94 FEET W OF A CATTLE GUARD TO FIELD ON N SIDE
 AN0446'OF HIGHWAY, 52 FEET N OF CENTER LINE OF HIGHWAY, 2.0 FEET
 AN0446'N OF THE N RIGHT-OF-WAY FENCE, AND 143.61 FEET FROM
 AN0446'STATION.  NO. 2 PROJECTS ABOUT 6
 AN0446'INCHES ABOVE GROUND, ON N SIDE OF HIGHWAY AT POINT WHERE
 AN0446'THERE ARE DOUBLE BOARD GATES ON OPPOSITE SIDES OF HIGHWAY,
 AN0446'68 FEET N OF CENTER LINE OF HIGHWAY 16.0 FEET N OF THE
 AN0446'DIVISION POST OF THE N GATES, 0.80 FOOT E OF FENCE LINE
 AN0446'DIVIDING TWO LARGE FIELDS, AND APPROXIMATELY 0.4 MILE FROM
 AN0446'STATION.
 AN0446
 AN0446                          STATION RECOVERY (1931)
 AN0446
 AN0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AN0446'5.6 MI NW FROM TIVOLI.
 AN0446'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 113 FROM THE INTERSECTION OF
 AN0446'STATE HIGHWAY 35 AT TIVOLI, REFUGIO COUNTY, 600 FEET NORTHWEST OF A
 AN0446'MESQUITE GROVE NORTHEAST OF THE HIGHWAY, 79 FEET SOUTHWEST OF THE
 AN0446'CENTERLINE OF THE HIGHWAY, 29.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 AN0446'FENCE, 12.7 FEET SOUTHEAST OF A DIVISION FENCE LEADING SOUTHWEST, 3
 AN0446'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE
 AN0446'HIGHWAY.  A STANDARD TRIANGULATION-STATION DISK, STAMPED FAGAN 1931
 AN0446'AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT UNDER GROUND.
 AN0446
 AN0446                          STATION RECOVERY (1934)
 AN0446
 AN0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AN0446'NO CHANGE FOUND FROM DESCRIPTION BY F.L.G. 1931.
 AN0446
 AN0446                          STATION RECOVERY (1937)
 AN0446
 AN0446'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AN0446'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.
 AN0446'NO EFFORT MADE TO LOCATE REFERENCE MARK NO. 2.  STATION MARK
 AN0446'IS SET ABOUT 11 INCHES BELOW THE SURFACE OF THE GROUND.
 AN0446'
 AN0446'DESCRIPTION OF 1931 GOOD EXCEPT THAT THE PROPERTY NOW BELONGS
 AN0446'TO THE FAGAN HEIRS.
 AN0446
 AN0446                          STATION RECOVERY (1942)
 AN0446
 AN0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AN0446'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AN0446'CONDITION.
 AN0446'
 AN0446'STATION IS ABOUT 20.0 MILES S OF VICTORIA, 6.0 MILES W OF
 AN0446'TIVOLI, 79.0 FEET SW OF AND ABOUT 2.0 FEET BELOW THE CENTER LINE
 AN0446'OF STATE HIGHWAY 113.  IT IS ABOUT 600.0 FEET NW OF A GROVE
 AN0446'OF MESQUITE BUSHES, 35.0 FEET SE OF THE NE CORNER OF A CULTIVATED
 AN0446'FIELD, 29.5 FEET S OF RIGHT-OF-WAY FENCE AND 12.7 FEET E OF
 AN0446'DIVIDING FENCE BETWEEN TWO LARGE FIELDS.  IT IS 3.0 FEET
 AN0446'N OF A 4- BY 4-INCH WOODEN MARKER POST.  STATION IS
 AN0446'STAMPED FAGAN 1931.  THE TOP OF THE MONUMENT IS ABOUT 1.0
 AN0446'FOOT BELOW THE SURFACE OF THE GROUND.
 AN0446'
 AN0446'REFERENCE MARK NO. 1 IS 143.6 FEET E OF THE STATION, 94.0
 AN0446'FEET NW OF A CATTLE GUARD ACROSS FARM ROAD, 52.0 FEET NE
 AN0446'OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE
 AN0446'HIGHWAY AND 2.0 FEET NE OF RIGHT-OF-WAY FENCE.  REFERENCE
 AN0446'MARK IS STAMPED FAGAN NO. 1 1931.  THE MONUMENT
 AN0446'PROJECTS ABOUT 0.5 FOOT.
 AN0446'
 AN0446'REFERENCE MARK NO. 2 IS ABOUT 0.9 MILE SE OF THE BARNSDALL
 AN0446'OIL COMPANYS PUMPING PLANT, ABOUT 0.4 MILE NW OF THE STATION
 AN0446'AND 66.0 FEET NE OF AND ABOUT THE SAME ELEVATION AS THE
 AN0446'CENTER LINE OF THE HIGHWAY.  IT IS 16.0 FEET NW OF A FENCE
 AN0446'CORNER AND 1.0 FOOT SE OF DIVIDING FENCE AND 3.0 FEET SW
 AN0446'OF A 4- BY 4-INCH WOODEN MARKER POST.  REFERENCE MARK IS
 AN0446'STAMPED FAGAN NO. 2 1931.  THE MONUMENT PROJECTS
 AN0446'ABOUT 0.6 FOOT.
 AN0446'
 AN0446'STATION IS REACHED FROM TIVOLI BY TRAVELING 5.6 MILES NORTHWESTERLY
 AN0446'ALONG STATE HIGHWAY 113 TO THE SITE OF THE STATION.
 AN0446
 AN0446                          STATION RECOVERY (1943)
 AN0446
 AN0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN0446'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE IN
 AN0446'GOOD CONDITION.  A NEW REFERENCE MARK NO. 3, WAS ESTABLISHED.
 AN0446'DESCRIPTION FOLLOWS--
 AN0446'
 AN0446'STATION IS LOCATED IN PASTURE LAND ABOUT 5-1/2 MILES NNW
 AN0446'OF TIVOLI, 100 YARDS W OF TWIN BOARD GATES THAT ARE ON BOTH
 AN0446'SIDES OF THE HIGHWAY, 79 FEET S OF THE CENTER LINE OF STATE
 AN0446'HIGHWAY 113, 35 FEET SE OF THE NE CORNER OF A FIELD, 29.5
 AN0446'FEET S OF A WIRE FENCE AND 12.7 FEET E OF A WIRE FENCE.  IT
 AN0446'IS STAMPED FAGAN 1931 AND IS SET ABOUT 12 INCHES BELOW THE
 AN0446'SURFACE OF THE GROUND.
 AN0446'
 AN0446'REFERENCE MARK NO. 1 IS NE OF THE STATION, 94 FEET W OF A
 AN0446'CATTLE GUARD, 52 FEET N OF THE CENTER LINE OF STATE HIGHWAY
 AN0446'113 AND 2 FEET N OF A WIRE FENCE.  IT IS STAMPED FAGAN NO. 1
 AN0446'1931 AND PROJECTS 5 INCHES.
 AN0446'
 AN0446'REFERENCE MARK NO. 2 IS APPROXIMATELY 0.4 MILE WNW OF THE
 AN0446'STATION, 68 FEET N OF THE CENTER LINE OF STATE HIGHWAY 113,
 AN0446'16 FEET N OF A BOARD GATE, 2.5 FEET S OF A WHITE REFERENCE
 AN0446'POST AND 1.0 FOOT E OF A WIRE FENCE.  IT IS STAMPED FAGAN
 AN0446'NO. 2 1931 AND PROJECTS 6 INCHES.
 AN0446'
 AN0446'REFERENCE MARK NO. 3 IS NW OF THE STATION, 95 FEET W OF THE
 AN0446'NE CORNER OF A CULTIVATED FIELD AND 45 FEET S OF THE CENTER
 AN0446'LINE OF STATE HIGHWAY 113.  IT IS STAMPED FAGAN NO. 3 1943
 AN0446'AND PROJECTS 8 INCHES.
 AN0446'
 AN0446'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AN0446'35 AND 113 IN TIVOLI, GO WESTERLY ON NO. 113 FOR 5.6 MILES
 AN0446'TO THE STATION ON THE LEFT.
 AN0446'
 AN0446'HEIGHT OF LIGHT - 27 METERS.
 AN0446
 AN0446                          STATION RECOVERY (1952)
 AN0446
 AN0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN0446'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 AN0446'CONDITION.
 AN0446'
 AN0446'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AN0446'
 AN0446'THE STATION IS LOCATED 20 MILES SOUTH OF VICTORIA AND 6 MILES
 AN0446'NORTHWEST OF TIVOLI, IN BARE PASTURE LAND.
 AN0446'
 AN0446'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 AN0446'AND STATE HIGHWAY 113, WHICH IS ABOUT 18 MILES SOUTH OF VICTORIA,
 AN0446'GO SOUTHEAST ON STATE HIGHWAY 113 FOR 4.7 MILES TO THE AZIMUTH
 AN0446'MARK ON THE LEFT AS DESCRIBED BELOW.  CONTINUE SOUTHEAST
 AN0446'ON THE HIGHWAY 0.4 MILE TO THE STATION ON THE RIGHT.
 AN0446'
 AN0446'THE STATION MARK IS STAMPED FAGAN 1931.  IT IS A STANDARD
 AN0446'DISK SET IN A CONCRETE MONUMENT THE TOP OF WHICH IS 1 FOOT
 AN0446'BELOW THE GROUND LEVEL.  IT IS 0.05 MILE NORTHWEST OF A
 AN0446'CATTLE GUARD AND AN IRON GATE, 81 FEET SOUTHWEST OF THE
 AN0446'CENTER LINE OF STATE HIGHWAY 113, 32 FEET SOUTHWEST OF A
 AN0446'WIRE FENCE AND 3 FEET NORTH OF A WHITE WITNESS POST.
 AN0446'
 AN0446'REFERENCE MARK 1 IS STAMPED FAGAN 1931 NO 1.  IT IS A STANDARD
 AN0446'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 8 INCHES.  IT
 AN0446'IS 90 FEET NORTHWEST OF A CATTLE GUARD, 60 FEET NORTHEAST
 AN0446'OF THE CENTER LINE OF STATE HIGHWAY 113 AND 2 FEET NORTHEAST
 AN0446'OF A WIRE FENCE.
 AN0446'
 AN0446'REFERENCE MARK 2 WHICH IS THE AZIMUTH MARK IS STAMPED FAGAN
 AN0446'1931 NO 2.  IT IS A STANDARD REFERENCE DISK SET IN A CONCRETE
 AN0446'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 66 FEET NORTHEAST OF
 AN0446'STATE HIGHWAY 113, 23 FEET NORTH OF A POWER LINE POLE, 15
 AN0446'FEET EAST OF A CATTLE GUARD AND 2 FEET EAST OF A WHITE WITNESS
 AN0446'POST.
 AN0446'
 AN0446'REFERENCE MARK 3 IS STAMPED FAGAN NO 3 1943.  IT IS A STANDARD
 AN0446'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 10 INCHES.
 AN0446'IT IS 50 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 AN0446'113 AND 2 FEET SOUTHWEST OF A WIRE FENCE.
 AN0446
 AN0446                          STATION RECOVERY (1967)
 AN0446
 AN0446'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1967 (ELC)
 AN0446'STATION MARK AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 AN0446'STATION IS NOW IN A CULTIVATED FIELD 36 FT SE OF GUYED POWER
 AN0446'POLE.  REFERENCE MARK 3 SEEMS TO HAVE SHIFTED DUE TO WET
 AN0446'WEATHER.  AZIMUTH MARK RECOVERED IN GOOD CONDITION.  REFERENCE
 AN0446'MARK 1 DISK MISSING-PROJECTS ABOUT 1 FT ABOVE GROUND.
 AN0446
 AN0446                          STATION RECOVERY (1971)
 AN0446
 AN0446'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1971 (THD)
 AN0446'IT WAS REPORTED BY MR. C.B. ROUSE, SENIOR RESIDENT ENGINEER,
 AN0446'TEXAS HIGHWAY DEPARTMENT, THAT THIS STATION WAS IN GOOD
 AN0446'CONDITION.
 AN0446
 AN0446                          STATION RECOVERY (1994)
 AN0446
 AN0446'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0446'MARK NOT FOUND.
 AN0446
 AN0446                          STATION RECOVERY (1999)
 AN0446
 AN0446'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0447 ***********************************************************************
 AN0447  DESIGNATION -  FAGAN RM 1
 AN0447  PID         -  AN0447
 AN0447  STATE/COUNTY-  TX/REFUGIO
 AN0447  USGS QUAD   -  TIVOLI (1973)
 AN0447
 AN0447                         *CURRENT SURVEY CONTROL
 AN0447  ___________________________________________________________________
 AN0447* NAD 83(1986)-  28 29 02.     (N)    096 58 21.     (W)     SCALED    
 AN0447* NAVD 88     -        16.29   (+/-2cm)      53.4    (feet)  VERTCON   
 AN0447  ___________________________________________________________________
 AN0447  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0447
 AN0447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0447
 AN0447.The horizontal coordinates were scaled from a topographic map and have
 AN0447.an estimated accuracy of +/- 6 seconds.
 AN0447
 AN0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0447.The vertical order pertains to the NGVD 29 superseded value.
 AN0447
 AN0447.The geoid height was determined by GEOID03.
 AN0447
 AN0447;                    North         East    Units  Estimated Accuracy
 AN0447;SPC TXSC     - 4,073,820.      798,520.      MT  (+/- 180 meters Scaled)
 AN0447
 AN0447                          SUPERSEDED SURVEY CONTROL
 AN0447
 AN0447  NGVD 29 (??/??/92)   16.427  (m)           53.89   (f) ADJ UNCH    2 0
 AN0447
 AN0447.Superseded values are not recommended for survey control.
 AN0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0447.See file dsdata.txt to determine how the superseded data were derived.
 AN0447
 AN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS984524(NAD 83)
 AN0447_MARKER: DR = REFERENCE MARK DISK
 AN0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0447_STAMPING: FAGAN NO 1 1931
 AN0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0447+STABILITY: SURFACE MOTION
 AN0447
 AN0447  HISTORY     - Date     Condition        Report By
 AN0447  HISTORY     - 1931     MONUMENTED       CGS
 AN0447  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN0447  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0447
 AN0447                          STATION DESCRIPTION
 AN0447
 AN0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AN0447'5.6 MI NW FROM TIVOLI.
 AN0447'143.6 FEET EAST OF TRIANGULATION STATION FAGAN, DESCRIBED ABOVE, 550
 AN0447'FEET NORTHWEST OF THE MESQUITE GROVE, 94 FEET NORTHWEST OF A CATTLE
 AN0447'GUARD ON A FARM ROAD, 52 FEET NORTHEAST OF THE CENTERLINE OF THE
 AN0447'HIGHWAY, 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH
 AN0447'THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK, STAMPED FAGAN NO 1 1931
 AN0447'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AN0447'GROUND.
 AN0447
 AN0447                          STATION RECOVERY (1994)
 AN0447
 AN0447'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0447'MARK NOT FOUND.
 AN0447
 AN0447                          STATION RECOVERY (1999)
 AN0447
 AN0447'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0445 ***********************************************************************
 AN0445  DESIGNATION -  FAGAN RM 2
 AN0445  PID         -  AN0445
 AN0445  STATE/COUNTY-  TX/REFUGIO
 AN0445  USGS QUAD   -  TIVOLI (1973)
 AN0445
 AN0445                         *CURRENT SURVEY CONTROL
 AN0445  ___________________________________________________________________
 AN0445* NAD 83(1986)-  28 29 12.     (N)    096 58 44.     (W)     SCALED    
 AN0445* NAVD 88     -        17.74   (+/-2cm)      58.2    (feet)  VERTCON   
 AN0445  ___________________________________________________________________
 AN0445  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0445
 AN0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0445
 AN0445.The horizontal coordinates were scaled from a topographic map and have
 AN0445.an estimated accuracy of +/- 6 seconds.
 AN0445
 AN0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0445.The vertical order pertains to the NGVD 29 superseded value.
 AN0445
 AN0445.The geoid height was determined by GEOID03.
 AN0445
 AN0445;                    North         East    Units  Estimated Accuracy
 AN0445;SPC TXSC     - 4,074,120.      797,890.      MT  (+/- 180 meters Scaled)
 AN0445
 AN0445                          SUPERSEDED SURVEY CONTROL
 AN0445
 AN0445  NGVD 29 (??/??/92)   17.879  (m)           58.66   (f) ADJ UNCH    2 0
 AN0445
 AN0445.Superseded values are not recommended for survey control.
 AN0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0445.See file dsdata.txt to determine how the superseded data were derived.
 AN0445
 AN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS978527(NAD 83)
 AN0445_MARKER: DR = REFERENCE MARK DISK
 AN0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0445_STAMPING: FAGAN NO 2 1931
 AN0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0445+STABILITY: SURFACE MOTION
 AN0445
 AN0445  HISTORY     - Date     Condition        Report By
 AN0445  HISTORY     - 1931     MONUMENTED       CGS
 AN0445  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN0445  HISTORY     - 19990726 GOOD             USPSQD
 AN0445
 AN0445                          STATION DESCRIPTION
 AN0445
 AN0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AN0445'6.0 MI NW FROM TIVOLI.
 AN0445'6.0 MILES NORTHWEST ALONG STATE HIGHWAY 113 FROM THE INTERSECTION OF
 AN0445'STATE HIGHWAY 35 AT TIVOLI, REFUGIO COUNTY, 0.9 MILE SOUTHEAST OF THE
 AN0445'BARNSDALL OIL CO. PUMPING PLANT, 0.4 MILE NORTHWEST OF TRIANGULATION
 AN0445'STATION FAGAN, DESCRIBED BELOW, AT A FARM-ROAD CROSSING, AT A DOUBLE
 AN0445'GATE IN THE RIGHT-OF-WAY FENCE, 66 FEET NORTHEAST OF THE CENTERLINE OF
 AN0445'THE HIGHWAY, 16 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AN0445'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTHEAST OF A
 AN0445'DIVISION FENCE LEADING NORTHEAST, AND LEVEL WITH THE HIGHWAY.  A
 AN0445'STANDARD REFERENCE-MARK DISK, STAMPED FAGAN NO 2 1931 AND SET IN THE
 AN0445'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AN0445
 AN0445                          STATION RECOVERY (1994)
 AN0445
 AN0445'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0445'MARK NOT FOUND.
 AN0445
 AN0445                          STATION RECOVERY (1999)
 AN0445
 AN0445'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1669 ***********************************************************************
 BL1669  DESIGNATION -  FAILS
 BL1669  PID         -  BL1669
 BL1669  STATE/COUNTY-  TX/WALKER
 BL1669  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1669
 BL1669                         *CURRENT SURVEY CONTROL
 BL1669  ___________________________________________________________________
 BL1669* NAD 83(1993)-  30 48 39.69019(N)    095 42 17.45905(W)     ADJUSTED  
 BL1669* NAVD 88     -       134.66   (+/-2cm)     441.8    (feet)  VERTCON   
 BL1669  ___________________________________________________________________
 BL1669  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BL1669  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BL1669
 BL1669  HORZ ORDER  -  FIRST
 BL1669  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1669
 BL1669.The horizontal coordinates were established by classical geodetic methods
 BL1669.and adjusted by the National Geodetic Survey in February 1996..
 BL1669
 BL1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1669.The vertical order pertains to the NGVD 29 superseded value.
 BL1669
 BL1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1669
 BL1669.The geoid height was determined by GEOID03.
 BL1669
 BL1669;                    North         East     Units Scale Factor Converg.
 BL1669;SPC TX C     - 3,136,069.623 1,142,731.500   MT  0.99988723   +2 23 02.2
 BL1669;SPC TX C     -10,288,921.75  3,749,111.60   sFT  0.99988723   +2 23 02.2
 BL1669;UTM  15      - 3,411,789.193   241,224.820   MT  1.00042613   -1 23 10.4
 BL1669
 BL1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1669!SPC TX C     -   0.99998309  x   0.99988723  =   0.99987032
 BL1669!UTM  15      -   0.99998309  x   1.00042613  =   1.00040921
 BL1669
 BL1669:                Primary Azimuth Mark                     Grid Az
 BL1669:SPC TX C     -  HUNTSVILLE KSAM RADIO TOWER              125 05 01.5
 BL1669:UTM  15      -  HUNTSVILLE KSAM RADIO TOWER              128 51 14.1
 BL1669
 BL1669|---------------------------------------------------------------------|
 BL1669| PID    Reference Object                     Distance      Geod. Az  |
 BL1669|                                                           dddmmss.s |
 BL1669| BL2266 HUNTSVILLE KSAM RADIO TOWER         APPROX.19.7 KM 1272803.7 |
 BL1669| BL1668 FAILS AZ MK                                        1760650.2 |
 BL1669| BL2265 MOSSY GROVE FIRE LOT TXFS 1935       18.611 METERS 19003     |
 BL1669| BL1670 FAILS RM 1                           65.141 METERS 22011     |
 BL1669| BL1671 FAILS RM 2                           47.823 METERS 28418     |
 BL1669| BL2293 MADISONVILLE MADISON CTHSE TWR      APPROX.25.2 KM 3072450.2 |
 BL1669| BL1694 MALONE                              APPROX.24.5 KM 3125729.6 |
 BL1669|---------------------------------------------------------------------|
 BL1669
 BL1669                          SUPERSEDED SURVEY CONTROL
 BL1669
 BL1669  NAD 83(1986)-  30 48 39.70238(N)    095 42 17.44116(W) AD(       ) 1
 BL1669  NAD 27      -  30 48 39.01000(N)    095 42 16.63100(W) AD(       ) 1
 BL1669  NGVD 29 (??/??/92)  134.661  (m)          441.80   (f) ADJ UNCH    2 0
 BL1669
 BL1669.Superseded values are not recommended for survey control.
 BL1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1669.See file dsdata.txt to determine how the superseded data were derived.
 BL1669
 BL1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ4122511789(NAD 83)
 BL1669_MARKER: DB = BENCH MARK DISK
 BL1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1669_STAMPING: FAILS 1935
 BL1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1669+STABILITY: SURFACE MOTION
 BL1669
 BL1669  HISTORY     - Date     Condition        Report By
 BL1669  HISTORY     - 1935     MONUMENTED       CGS
 BL1669  HISTORY     - 1937     GOOD             TXHD
 BL1669  HISTORY     - 1943     GOOD             CGS
 BL1669  HISTORY     - 1947     GOOD             NGS
 BL1669  HISTORY     - 1962     GOOD             CGS
 BL1669  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1669
 BL1669                          STATION DESCRIPTION
 BL1669
 BL1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1669'THIS STATION IS ABOUT 15 MILES SE OF MADISONVILLE, 13 MILES
 BL1669'S OF MIDWAY, AND 10 MILES NW OF HUNTSVILLE, ON LAND OWNED
 BL1669'BY THE TEXAS FOREST SERVICE.  THE MARK IS SET 49.2 FEET N
 BL1669'OF THE NE LEG OF THE LOOKOUT TOWER ON LINE WITH THE E SIDE
 BL1669'OF THE TOWER, 61.06 FEET N OF THE CENTER OF THE TOWER AND
 BL1669'53.5 FEET NNE OF THE NW LEG.
 BL1669'
 BL1669'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL1669'BRONZE DISKS SET IN CONCRETE.
 BL1669'
 BL1669'REFERENCE MARK NO. 1 IS SW OF THE STATION, IN THE SW CORNER
 BL1669'OF THE CLEARING, 14 FEET N OF A 1-FOOT OAK TREE.  REFERENCE
 BL1669'MARK NO. 2 IS W OF THE STATION, IN THE NW CORNER OF THE CLEARING,
 BL1669'42 FEET N OF A 1-FOOT OAK TREE.
 BL1669'
 BL1669'AZIMUTH MARK IS SSE OF THE STATION, 15 FEET E OF THE CENTER
 BL1669'LINE OF THE ROAD, 6 FEET N OF A 6-INCH PINE TREE, 3 FEET
 BL1669'E OF THE DITCH BANK.  ALL MARKS PROJECT 6 INCHES.
 BL1669'
 BL1669'TO REACH FROM MADISONVILLE, AT THE INTERSECTION OF U.S.
 BL1669'HIGHWAY 75 AND TEXAS 21, GO S ON U.S. HIGHWAY 75, 16.55
 BL1669'MILES TO SIDE ROAD TO LEFT, AT TOP OF HILL, THENCE LEFT
 BL1669'0.3 MILE TO LOOKOUT TOWER AND STATION.
 BL1669'
 BL1669'A 90-FOOT TOWER WAS USED.
 BL1669'
 BL1669'ALL LIGHTS COME INTO VIEW AT 60 FEET.
 BL1669
 BL1669                          STATION RECOVERY (1937)
 BL1669
 BL1669'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL1669'STATION AND ALL MARKS RECOVERED AND IN GOOD CONDITION.
 BL1669
 BL1669                          STATION RECOVERY (1943)
 BL1669
 BL1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BL1669'THE STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AS DESCRIBED
 BL1669'AND FOUND IN GOOD CONDITION.  ORIGINAL DESCRIPTION SUBMITTED
 BL1669'BY C.A.S. ADEQUATE.
 BL1669
 BL1669                          STATION RECOVERY (1947)
 BL1669
 BL1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1669'11.9 MI NW FROM HUNTSVILLE.
 BL1669'11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 BL1669'HUNTSVILLE, THENCE 0.3 MILE NORTH ALONG A PRIVATE ROAD LEADING TO
 BL1669'FAILS LOOKOUT TOWER 25, 214 FEET NORTHEAST OF FAILS R.M. 1, 157 FEET
 BL1669'EAST OF FAILS R.M. 2, 60 FEET WEST OF A NORTH AND SOUTH FENCE, 49 FEET
 BL1669'NORTH OF THE NORTHEAST LEG OF THE STEEL LOOKOUT TOWER, 2 FEET
 BL1669'NORTHWEST OF A 4X4 MARKER POST, A BRONZE DISK SET IN THE TOP OF A
 BL1669'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BL1669
 BL1669                          STATION RECOVERY (1962)
 BL1669
 BL1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JRN)
 BL1669'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BL1669'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 BL1669'TO STATION SITE ARE CORRECT.
 BL1669
 BL1669                          STATION RECOVERY (1996)
 BL1669
 BL1669'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1668 ***********************************************************************
 BL1668  DESIGNATION -  FAILS AZ MK
 BL1668  PID         -  BL1668
 BL1668  STATE/COUNTY-  TX/WALKER
 BL1668  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1668
 BL1668                         *CURRENT SURVEY CONTROL
 BL1668  ___________________________________________________________________
 BL1668* NAD 83(1986)-  30 48 28.     (N)    095 42 16.     (W)     SCALED    
 BL1668* NAVD 88     -       130.10   (+/-2cm)     426.8    (feet)  VERTCON   
 BL1668  ___________________________________________________________________
 BL1668  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BL1668
 BL1668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1668
 BL1668.The horizontal coordinates were scaled from a topographic map and have
 BL1668.an estimated accuracy of +/- 6 seconds.
 BL1668
 BL1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1668.The vertical order pertains to the NGVD 29 superseded value.
 BL1668
 BL1668.The geoid height was determined by GEOID03.
 BL1668
 BL1668;                    North         East    Units  Estimated Accuracy
 BL1668;SPC TX C     - 3,135,710.    1,142,790.      MT  (+/- 180 meters Scaled)
 BL1668
 BL1668                          SUPERSEDED SURVEY CONTROL
 BL1668
 BL1668  NGVD 29 (??/??/92)  130.092  (m)          426.81   (f) ADJ UNCH    2 0
 BL1668
 BL1668.Superseded values are not recommended for survey control.
 BL1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1668.See file dsdata.txt to determine how the superseded data were derived.
 BL1668
 BL1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ412114(NAD 83)
 BL1668_MARKER: DZ = AZIMUTH MARK DISK
 BL1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1668_STAMPING: FAILS AZIMUTH 1935
 BL1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1668+STABILITY: SURFACE MOTION
 BL1668
 BL1668  HISTORY     - Date     Condition        Report By
 BL1668  HISTORY     - 1935     MONUMENTED       CGS
 BL1668  HISTORY     - 1947     GOOD             NGS
 BL1668  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1668
 BL1668                          STATION DESCRIPTION
 BL1668
 BL1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1668'11.7 MI NW FROM HUNTSVILLE.
 BL1668'11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 BL1668'HUNTSVILLE, THENCE 0.1 MILE NORTH ALONG A PRIVATE ROAD LEADING TO
 BL1668'FAILS LOOKOUT TOWER 25, 0.2 MILE SOUTH OF THE LOOKOUT TOWER, 64 FEET
 BL1668'NORTH OF A 15 INCH PINE TREE, 15 FEET EAST OF THE CENTER LINE OF THE
 BL1668'ROAD, 3 FEET WEST OF A NORTH AND SOUTH FENCE, 2 FEET SOUTH OF A 4X4
 BL1668'MARKER POST, 1 FOOT ABOVE THE ROAD, A BRONZE REFERENCE MARK DISK SET
 BL1668'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 BL1668'GROUND.
 BL1668
 BL1668                          STATION RECOVERY (1996)
 BL1668
 BL1668'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1670 ***********************************************************************
 BL1670  DESIGNATION -  FAILS RM 1
 BL1670  PID         -  BL1670
 BL1670  STATE/COUNTY-  TX/WALKER
 BL1670  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1670
 BL1670                         *CURRENT SURVEY CONTROL
 BL1670  ___________________________________________________________________
 BL1670* NAD 83(1986)-  30 48 38.     (N)    095 42 17.     (W)     SCALED    
 BL1670* NAVD 88     -       131.39   (+/-2cm)     431.1    (feet)  VERTCON   
 BL1670  ___________________________________________________________________
 BL1670  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BL1670
 BL1670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1670
 BL1670.The horizontal coordinates were scaled from a topographic map and have
 BL1670.an estimated accuracy of +/- 6 seconds.
 BL1670
 BL1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1670.The vertical order pertains to the NGVD 29 superseded value.
 BL1670
 BL1670.The geoid height was determined by GEOID03.
 BL1670
 BL1670;                    North         East    Units  Estimated Accuracy
 BL1670;SPC TX C     - 3,136,020.    1,142,750.      MT  (+/- 180 meters Scaled)
 BL1670
 BL1670                          SUPERSEDED SURVEY CONTROL
 BL1670
 BL1670  NGVD 29 (??/??/92)  131.388  (m)          431.06   (f) ADJ UNCH    2 0
 BL1670
 BL1670.Superseded values are not recommended for survey control.
 BL1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1670.See file dsdata.txt to determine how the superseded data were derived.
 BL1670
 BL1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ412117(NAD 83)
 BL1670_MARKER: DR = REFERENCE MARK DISK
 BL1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1670_STAMPING: FAILS NO 1 1935
 BL1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1670+STABILITY: SURFACE MOTION
 BL1670
 BL1670  HISTORY     - Date     Condition        Report By
 BL1670  HISTORY     - 1935     MONUMENTED       CGS
 BL1670  HISTORY     - 1947     GOOD             NGS
 BL1670  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1670
 BL1670                          STATION DESCRIPTION
 BL1670
 BL1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1670'11.9 MI NW FROM HUNTSVILLE.
 BL1670'11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 BL1670'HUNTSVILLE, THENCE 0.3 MILE NORTH ALONG A PRIVATE ROAD LEADING TO
 BL1670'FAILS LOOKOUT TOWER 25, 214 FEET SOUTH OF TRIANGULATION STATION FAILS,
 BL1670'202 FEET SOUTH OF FAILS R.M. 2, 148 FEET SOUTHWEST OF THE SOUTHWEST
 BL1670'LEG OF THE STEEL LOOKOUT TOWER, 30 FEET SOUTHWEST OF A 24 INCH OAK
 BL1670'TREE, A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 BL1670'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 BL1670
 BL1670                          STATION RECOVERY (1996)
 BL1670
 BL1670'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1671 ***********************************************************************
 BL1671  DESIGNATION -  FAILS RM 2
 BL1671  PID         -  BL1671
 BL1671  STATE/COUNTY-  TX/WALKER
 BL1671  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1671
 BL1671                         *CURRENT SURVEY CONTROL
 BL1671  ___________________________________________________________________
 BL1671* NAD 83(1986)-  30 48 39.     (N)    095 42 19.     (W)     SCALED    
 BL1671* NAVD 88     -       132.31   (+/-2cm)     434.1    (feet)  VERTCON   
 BL1671  ___________________________________________________________________
 BL1671  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BL1671
 BL1671  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1671
 BL1671.The horizontal coordinates were scaled from a topographic map and have
 BL1671.an estimated accuracy of +/- 6 seconds.
 BL1671
 BL1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1671.The vertical order pertains to the NGVD 29 superseded value.
 BL1671
 BL1671.The geoid height was determined by GEOID03.
 BL1671
 BL1671;                    North         East    Units  Estimated Accuracy
 BL1671;SPC TX C     - 3,136,050.    1,142,690.      MT  (+/- 180 meters Scaled)
 BL1671
 BL1671                          SUPERSEDED SURVEY CONTROL
 BL1671
 BL1671  NGVD 29 (??/??/92)  132.304  (m)          434.07   (f) ADJ UNCH    2 0
 BL1671
 BL1671.Superseded values are not recommended for survey control.
 BL1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1671.See file dsdata.txt to determine how the superseded data were derived.
 BL1671
 BL1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ411117(NAD 83)
 BL1671_MARKER: DR = REFERENCE MARK DISK
 BL1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1671_STAMPING: FAILS NO 2 1935
 BL1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1671+STABILITY: SURFACE MOTION
 BL1671
 BL1671  HISTORY     - Date     Condition        Report By
 BL1671  HISTORY     - 1935     MONUMENTED       CGS
 BL1671  HISTORY     - 1947     GOOD             NGS
 BL1671  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1671
 BL1671                          STATION DESCRIPTION
 BL1671
 BL1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1671'11.9 MI NW FROM HUNTSVILLE.
 BL1671'11.6 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 BL1671'HUNTSVILLE, THENCE 0.3 MILE NORTH ALONG A PRIVATE ROAD LEADING TO
 BL1671'FAILS LOOKOUT TOWER 25, AT THE NORTHWEST CORNER OF A CLEARING, 157
 BL1671'FEET NORTHWEST OF THE NORTHWEST LEG OF THE STEEL LOOKOUT TOWER, 202
 BL1671'FEET NORTH OF FAILS R.M. 1, 156 FEET WEST OF TRIANGULATION STATION
 BL1671'FAILS, 9 FEET SOUTH OF THE CENTER LINE OF A ONE TRACK DIRT ROAD
 BL1671'LEADING WEST.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 BL1671'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 BL1671
 BL1671                          STATION RECOVERY (1996)
 BL1671
 BL1671'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0919 ***********************************************************************
 FM0919  DESIGNATION -  FAINT
 FM0919  PID         -  FM0919
 FM0919  STATE/COUNTY-  TX/OLDHAM
 FM0919  USGS QUAD   -  SIMMS NW (1966)
 FM0919
 FM0919                         *CURRENT SURVEY CONTROL
 FM0919  ___________________________________________________________________
 FM0919* NAD 83(1993)-  35 11 41.24495(N)    102 39 22.50332(W)     ADJUSTED  
 FM0919* NAVD 88     -      1273.02   (+/-2cm)    4176.6    (feet)  VERTCON   
 FM0919  ___________________________________________________________________
 FM0919  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 FM0919  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 FM0919
 FM0919  HORZ ORDER  -  THIRD
 FM0919  VERT ORDER  -  THIRD ? (See Below)
 FM0919
 FM0919.The horizontal coordinates were established by classical geodetic methods
 FM0919.and adjusted by the National Geodetic Survey in February 1996..
 FM0919
 FM0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0919.The vertical order pertains to the NGVD 29 superseded value.
 FM0919
 FM0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0919
 FM0919.The geoid height was determined by GEOID03.
 FM0919
 FM0919;                    North         East     Units Scale Factor Converg.
 FM0919;SPC TX N     - 1,133,161.694    94,709.709   MT  0.99991842   -0 40 12.3
 FM0919;SPC TX N     - 3,717,714.66    310,726.77   sFT  0.99991842   -0 40 12.3
 FM0919;UTM  13      - 3,897,161.160   713,383.053   MT  1.00016118   +1 21 04.9
 FM0919
 FM0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0919!SPC TX N     -   0.99980405  x   0.99991842  =   0.99972249
 FM0919!UTM  13      -   0.99980405  x   1.00016118  =   0.99996520
 FM0919
 FM0919:                Primary Azimuth Mark                     Grid Az
 FM0919:SPC TX N     -  FAINT AZ MK                              000 51 27.8
 FM0919:UTM  13      -  FAINT AZ MK                              358 50 10.6
 FM0919
 FM0919|---------------------------------------------------------------------|
 FM0919| PID    Reference Object                     Distance      Geod. Az  |
 FM0919|                                                           dddmmss.s |
 FM0919| CJ6320 FAINT AZ MK                                        0001115.5 |
 FM0919| CJ6321 FAINT RM 1                            8.372 METERS 00607     |
 FM0919| CJ6322 FAINT RM 2                           23.145 METERS 27013     |
 FM0919| FM0912 ADRIAN WHEAT INC GRAIN ELEV         APPROX. 8.6 KM 3541515.5 |
 FM0919|---------------------------------------------------------------------|
 FM0919
 FM0919                          SUPERSEDED SURVEY CONTROL
 FM0919
 FM0919  NAD 83(1993)-  35 11 41.25106(N)    102 39 22.49650(W) AD(       ) 3
 FM0919  NAD 83(1986)-  35 11 41.25189(N)    102 39 22.49530(W) AD(       ) 3
 FM0919  NAD 27      -  35 11 41.05400(N)    102 39 20.72300(W) AD(       ) 3
 FM0919  NGVD 29 (07/19/86) 1272.46   (m)         4174.7    (f) LEVELING    3  
 FM0919
 FM0919.Superseded values are not recommended for survey control.
 FM0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0919.See file dsdata.txt to determine how the superseded data were derived.
 FM0919
 FM0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU1338397161(NAD 83)
 FM0919_MARKER: DS = TRIANGULATION STATION DISK
 FM0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0919+SATELLITE: SATELLITE OBSERVATIONS - 1986
 FM0919
 FM0919  HISTORY     - Date     Condition        Report By
 FM0919  HISTORY     - 1953     MONUMENTED       CGS
 FM0919  HISTORY     - 1956     GOOD             CGS
 FM0919  HISTORY     - 1978     GOOD             DMA
 FM0919  HISTORY     - 1978     GOOD             DMA
 FM0919  HISTORY     - 1986     GOOD
 FM0919
 FM0919                          STATION DESCRIPTION
 FM0919
 FM0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0919'THE STATION IS LOCATED NEAR A FENCE CORNER ON THE EAST SIDE OF
 FM0919'FARM ROAD 290, ABOUT 5-1/2 MILES AIRLINE SOUTH OF ADRIAN AND
 FM0919'ABOUT 14 MILES AIRLINE WEST-SOUTHWEST OF VEGA.  TO REACH THE
 FM0919'STATION FROM THE RAILROAD STATION IN ADRIAN GO EAST ON U.S.
 FM0919'HIGHWAY 66 FOR 0.6 MILE TO A CROSS ROAD.  TURN RIGHT ONTO
 FM0919'FARM ROAD 290 AND GO SOUTH 4.3 MILES TO A CROSS ROAD.  KEEP
 FM0919'STRAIGHT AHEAD, SOUTH, 0.5 MILE TO A FENCE CORNER AND THE
 FM0919'AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT AHEAD, SOUTH, 0.5 MILE
 FM0919'TO A FENCE CORNER AND THE STATION ON THE LEFT.
 FM0919'
 FM0919'THE STATION MARK IS A STANDARD DISK STAMPED, FAINT 1953 SET
 FM0919'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FM0919'2 INCHES ABOVE THE GROUND.  IT IS 3 FEET WEST OF A WITNESS
 FM0919'POST SET AT A FENCE CORNER AND 37 FEET EAST OF THE CENTERLINE
 FM0919'OF FARM ROAD 290.
 FM0919'
 FM0919'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, FAINT
 FM0919'NO 1 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FM0919'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A
 FM0919'FENCE LINE, 39 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 FM0919'THE SAME ELEVATION AS THE STATION.
 FM0919'
 FM0919'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, FAINT NO
 FM0919'2 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FM0919'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS SET IN A NORTH-SOUTH
 FM0919'FENCE LINE, 38 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 FM0919'THE SAME ELEVATION AS THE STATION.
 FM0919'
 FM0919'THE AZIMUTH MARK IS LOCATED NEAR A FENCE CORNER ON THE EAST SIDE OF
 FM0919'FARM ROAD 290 AND IS A STANDARD DISK STAMPED, FAINT 1953, SET IN
 FM0919'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 FM0919'ABOVE THE GROUND.  IT IS 3 FEET WEST OF A FENCE CORNER AND
 FM0919'37 FEET EAST OF THE CENTERLINE OF THE ROAD.
 FM0919
 FM0919                          STATION RECOVERY (1956)
 FM0919
 FM0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 FM0919'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FM0919'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 FM0919'STATION SITE ARE CORRECT.
 FM0919
 FM0919                          STATION RECOVERY (1978)
 FM0919
 FM0919'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (ODJ)
 FM0919'FAINT 1953 RECOVERED IN GOOD CONDITION.  ON STATE HIGHWAY RIGHT OF
 FM0919'WAY.  FAINT NO 1 1953, FAINT NO 2 1953 BOTH RECOVERED IN GOOD
 FM0919'CONDITION.
 FM0919'
 FM0919'AZIMUTH MARK WAS RECOVERED AS DESCRIBED, HOWEVER RANCHER HAS ANCHORED
 FM0919'A T-FENCE INTERSECTION TO CONCRETE POST AND PULLED POST PARTLY OUT
 FM0919'OF GROUND.
 FM0919'
 FM0919'DISTANCE AND DIRECTION FROM NEAREST TOWN--ADRAIN, ABOUT 5.5 MILES
 FM0919'SOUTH OF.
 FM0919
 FM0919                          STATION RECOVERY (1978)
 FM0919
 FM0919'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (ODJ)
 FM0919'FAINT 1953 RECOVERED GOOD.  ON STATE HIGHWAY RIGHT OF WAY.
 FM0919'
 FM0919'FAINT NO 1 1953 RECOVERED GOOD.
 FM0919'
 FM0919'FAINT NO 2 1953 RECOVERED GOOD.
 FM0919'
 FM0919'AZIMUTH MARK WAS RECOVERED AS DESCRIBED, HOWEVER RANCHER HAS
 FM0919'ANCHORED A T-FENCE INTERSECTION TO CONCRETE POST AND PULLED POST
 FM0919'PARTLY OUT OF GROUND.
 FM0919'
 FM0919'DISTANCE AND DIRECTION FROM NEAREST TOWN--ADRAIN, ABOUT 5.5 MILES
 FM0919'SOUTH OF.
 FM0919
 FM0919                          STATION RECOVERY (1986)
 FM0919
 FM0919'RECOVERED 1986
 FM0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5745 ***********************************************************************
 AW5745  DESIGNATION -  FAIR
 AW5745  PID         -  AW5745
 AW5745  STATE/COUNTY-  TX/JEFFERSON
 AW5745  USGS QUAD   -  WHITES RANCH (1993)
 AW5745
 AW5745                         *CURRENT SURVEY CONTROL
 AW5745  ___________________________________________________________________
 AW5745* NAD 83(1993)-  29 39 15.15108(N)    094 15 25.32136(W)     ADJUSTED  
 AW5745* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AW5745  ___________________________________________________________________
 AW5745  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW5745  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW5745
 AW5745  HORZ ORDER  -  SECOND
 AW5745
 AW5745.The horizontal coordinates were established by classical geodetic methods
 AW5745.and adjusted by the National Geodetic Survey in February 1996..
 AW5745
 AW5745.The orthometric height was scaled from a topographic map.
 AW5745
 AW5745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5745
 AW5745.The geoid height was determined by GEOID03.
 AW5745
 AW5745;                    North         East     Units Scale Factor Converg.
 AW5745;SPC TXSC     - 4,211,111.234 1,059,027.844   MT  0.99987871   +2 19 25.1
 AW5745;SPC TXSC     -13,815,954.11  3,474,493.85   sFT  0.99987871   +2 19 25.1
 AW5745;UTM  15      - 3,281,130.244   378,338.879   MT  0.99978263   -0 37 19.2
 AW5745
 AW5745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5745!SPC TXSC     -   1.00000377  x   0.99987871  =   0.99988248
 AW5745!UTM  15      -   1.00000377  x   0.99978263  =   0.99978640
 AW5745
 AW5745|---------------------------------------------------------------------|
 AW5745| PID    Reference Object                     Distance      Geod. Az  |
 AW5745|                                                           dddmmss.s |
 AW5745| CV9783 FAIR RM 2                            32.400 METERS 05827     |
 AW5745| AW5746 NEEL                                APPROX. 5.6 KM 2425044.8 |
 AW5745| CV9782 FAIR RM 1                            32.400 METERS 33137     |
 AW5745|---------------------------------------------------------------------|
 AW5745
 AW5745                          SUPERSEDED SURVEY CONTROL
 AW5745
 AW5745  NAD 83(1993)-  29 39 15.15022(N)    094 15 25.32130(W) AD(       ) 2
 AW5745  NAD 83(1986)-  29 39 15.17089(N)    094 15 25.30277(W) AD(       ) 2
 AW5745  NAD 27      -  29 39 14.36340(N)    094 15 24.64290(W) AD(       ) 2
 AW5745
 AW5745.Superseded values are not recommended for survey control.
 AW5745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5745.See file dsdata.txt to determine how the superseded data were derived.
 AW5745
 AW5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN7833981130(NAD 83)
 AW5745_MARKER: DS = TRIANGULATION STATION DISK
 AW5745_SETTING: 0 = UNSPECIFIED SETTING
 AW5745
 AW5745  HISTORY     - Date     Condition        Report By
 AW5745  HISTORY     - 1934     MONUMENTED       CGS
 AW5745  HISTORY     - 1947     GOOD             CGS
 AW5745  HISTORY     - 1960     GOOD             CGS
 AW5745  HISTORY     - 20010413 MARK NOT FOUND   USPSQD
 AW5745
 AW5745                          STATION DESCRIPTION
 AW5745
 AW5745'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW5745'STATION IS LOCATED ON THE INTRACOASTAL CANAL, APPROXIMATELY
 AW5745'8.9 MILES NE OF BEAUMONT-HIGH ISLAND BRIDGE.  STATION IS 250
 AW5745'METERS (PACED) E ALONG S BANK OF CANAL FROM BOUNDARY-LINE FENCE
 AW5745'BETWEEN THE MC FADDEN RANCH AND THE WHITE RANCH.  IT IS 47
 AW5745'METERS INSHORE AND ON THE OPPOSITE SIDE OF CANAL FROM U.S.E.
 AW5745'WOOD STAKE 1130 ON ENGINEERS BASE LINE.
 AW5745'
 AW5745'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 AW5745'6-INCH CONCRETE-FILLED TILE PROJECTING 6 INCHES ABOVE GROUND.
 AW5745'IT IS STAMPED FAIR 1934.
 AW5745'
 AW5745'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 AW5745'A 6-INCH CONCRETE-FILLED TILE.  IT IS STAMPED R.M. 1 1934.
 AW5745'
 AW5745'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 AW5745'A 6-INCH CONCRETE-FILLED TILE.  IT IS STAMPED R.M. 2 1934.
 AW5745
 AW5745                          STATION RECOVERY (1947)
 AW5745
 AW5745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5745'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 AW5745'AS DESCRIBED, EXCEPT THE STATION IS 400 METERS E OF FENCE
 AW5745'LINE.
 AW5745'
 AW5745'REFERENCE MARK 2 PROJECTS 18 INCHES WHILE REFERENCE MARK 1 IS
 AW5745'FLUSH WITH THE GROUND.
 AW5745
 AW5745                          STATION RECOVERY (1960)
 AW5745
 AW5745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5745'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2 WAS
 AW5745'FOUND LYING ON THE SPOIL BANK AND WAS RE-ESTABLISHED USING
 AW5745'THE SAME MONUMENT AS IN 1934.  REVISED DESCRIPTION FOLLOWS.
 AW5745'STATION IS LOCATED ON THE SOUTH BANK OF THE INTRACOASTAL
 AW5745'WATERWAY ABOUT 8.9 MILES NORTHEAST OF THE BEAUMONT-HIGH ISLAND
 AW5745'BRIDGE, ABOUT 1250 FEET EAST OF THE FENCE BETWEEN MC FADDEN
 AW5745'AND WHITE RANCHES, 110.0 FEET SOUTH OF THE SOUTH BANK OF
 AW5745'THE CANAL AND ON TOP OF THE SPOIL BANK.  A STANDARD DISK
 AW5745'STAMPED FAIR 1934 IN TOP OF A 6 INCH TILE PROJECTING 1 FOOT.
 AW5745'A WITNESS POST IS 1 FOOT NORTH OF STATION.
 AW5745'
 AW5745'R.M. 1 IS 3240 METERS (106.30 FEET) NORTH OF THE STATION
 AW5745'BETWEEN THE STATION AND THE CANAL BANK AND 5.0 FEET SOUTH
 AW5745'OF THE BANK.  A STANDARD DISK STAMPED NO. 1 1934 IN TOP OF A
 AW5745'6 INCH TILE PROJECTING 2 INCHES.
 AW5745'
 AW5745'R.M. 2 IS 19.523 METERS (64.05 FEET) EAST OF THE STATION ALONG
 AW5745'THE TOP OF THE SPOIL.  A STANDARD DISK STAMPED NO. 2 1934 IN
 AW5745'TOP OF A 6 INCH TILE PROJECTING 6 INCHES.
 AW5745
 AW5745                          STATION RECOVERY (2001)
 AW5745
 AW5745'RECOVERY NOTE BY US POWER SQUADRON 2001 (WF)
 AW5745'DIFFERENTIAL GPS INDICATES THE MARK HAS BEEN DESTROYED BY CANAL BANK
 AW5745'EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1117 ***********************************************************************
 CU1117  DESIGNATION -  FAIR
 CU1117  PID         -  CU1117
 CU1117  STATE/COUNTY-  TX/HOWARD
 CU1117  USGS QUAD   -  KNOTT NE (1966)
 CU1117
 CU1117                         *CURRENT SURVEY CONTROL
 CU1117  ___________________________________________________________________
 CU1117* NAD 83(1993)-  32 23 30.29069(N)    101 33 28.05866(W)     ADJUSTED  
 CU1117* NAVD 88     -       817.     (meters)    2680.     (feet)  SCALED    
 CU1117  ___________________________________________________________________
 CU1117  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 CU1117  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CU1117
 CU1117  HORZ ORDER  -  SECOND
 CU1117
 CU1117.The horizontal coordinates were established by classical geodetic methods
 CU1117.and adjusted by the National Geodetic Survey in February 1996..
 CU1117
 CU1117.The orthometric height was scaled from a topographic map.
 CU1117
 CU1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1117
 CU1117.The geoid height was determined by GEOID03.
 CU1117
 CU1117;                    North         East     Units Scale Factor Converg.
 CU1117;SPC TXNC     - 2,084,591.798   312,353.025   MT  0.99993846   -1 40 03.7
 CU1117;SPC TXNC     - 6,839,198.26  1,024,778.22   sFT  0.99993846   -1 40 03.7
 CU1117;UTM  14      - 3,586,737.404   259,401.240   MT  1.00031390   -1 22 15.2
 CU1117
 CU1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1117!SPC TXNC     -   0.99987569  x   0.99993846  =   0.99981416
 CU1117!UTM  14      -   0.99987569  x   1.00031390  =   1.00018955
 CU1117
 CU1117:                Primary Azimuth Mark                     Grid Az
 CU1117:SPC TXNC     -  VORTAC BIG SPRINGS BGS                   097 13 44.2
 CU1117:UTM  14      -  VORTAC BIG SPRINGS BGS                   096 55 55.7
 CU1117
 CU1117|---------------------------------------------------------------------|
 CU1117| PID    Reference Object                     Distance      Geod. Az  |
 CU1117|                                                           dddmmss.s |
 CU1117| CU1114 VORTAC BIG SPRINGS BGS              APPROX. 7.0 KM 0953340.5 |
 CU1117| CH9327 FAIR AZ MK                                         1310835.2 |
 CU1117| CH9328 FAIR RM 1                             9.571 METERS 19905     |
 CU1117| CU1120 BIG SPRINGS MOBIL CO MICROWAVE      APPROX.14.5 KM 2002201.8 |
 CU1117| CH9329 FAIR RM 2                             9.773 METERS 33809     |
 CU1117|---------------------------------------------------------------------|
 CU1117
 CU1117                          SUPERSEDED SURVEY CONTROL
 CU1117
 CU1117  NAD 83(1986)-  32 23 30.29647(N)    101 33 28.05088(W) AD(       ) 2
 CU1117  NAD 27      -  32 23 29.88277(N)    101 33 26.59062(W) AD(       ) 2
 CU1117
 CU1117.Superseded values are not recommended for survey control.
 CU1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1117.See file dsdata.txt to determine how the superseded data were derived.
 CU1117
 CU1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA5940186737(NAD 83)
 CU1117_MARKER: DS = TRIANGULATION STATION DISK
 CU1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1117
 CU1117  HISTORY     - Date     Condition        Report By
 CU1117  HISTORY     - 1968     MONUMENTED       CGS
 CU1117  HISTORY     - 1978     GOOD             DMA
 CU1117
 CU1117                          STATION DESCRIPTION
 CU1117
 CU1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1117'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO A FENCE.
 CU1117'
 CU1117'STATION IS LOCATED ABOUT 11.0 MILES NORTH-NORTHWEST OF BIG SPRING,
 CU1117'7.0 MILES SOUTHWEST OF THE VILLAGE OF LUTHER, 5.0 MILES
 CU1117'EAST-SOUTHEAST OF THE VILLAGE OF KNOTT AND IS ON THE WEST SIDE OF
 CU1117'U.S. HIGHWAY 87 ON HIGHWAY RIGHT-OF-WAY.
 CU1117'
 CU1117'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF LUTHER, GO
 CU1117'WEST ON FARM ROAD 846 FOR 1.95 MILES TO WHERE JOGS SOUTH THEN WEST,
 CU1117'CONTINUE WEST ON FARM ROAD 2.9 MILES TO JUNCTION OF FARM ROAD 1584,
 CU1117'TURN LEFT AND GO SOUTH ON FARM ROAD 1584 FOR 1.9 MILES TO A DIRT
 CU1117'ROAD RIGHT, TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.5
 CU1117'MILES TO U.S. HIGHWAY 87, CONTINUE ACROSS THE HIGHWAY FOR 0.05
 CU1117'MILE TO THE STATION ON THE RIGHT NEAR A BIG WOODEN ADVERTISING
 CU1117'SIGN.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 CU1117'U.S. HIGHWAY 87 FOR 0.35 MILE TO A CONCRETE CULVERT BENEATH THE
 CU1117'NORTHWEST BOUND LANE OF TRAFFIC AND THE MARK IN THE WEST HEAD WALL
 CU1117'OF THE CULVERT.
 CU1117'
 CU1117'STATION MARK IS A STANDARD DISK, STAMPED FAIR 1968, SET IN THE TOP
 CU1117'OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 CU1117'ABOVE THE GROUND SURFACE.  IT IS 77.0 FEET SOUTHWEST OF THE
 CU1117'CENTERLINE OF THE SOUTHEAST BOUND LANE OF U.S. HIGHWAY 87, 54.0
 CU1117'FEET NORTH OF THE CENTER OF A ROAD, 15.5 FEET SOUTHWEST OF A CORNER
 CU1117'POST AND 3.0 FEET SOUTHEAST OF A WITNESS POST SET IN A FENCE LINE.
 CU1117'
 CU1117'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAIR NO 1 1968, SET IN
 CU1117'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 CU1117'1 INCH ABOVE THE GROUND SURFACE.  IT IS 31.7 FEET SOUTHWEST OF THE
 CU1117'WITNESS POST, 26.0 FEET NORTH OF THE CENTER OF THE ROAD AND 2.8
 CU1117'FEET EAST-NORTHEAST OF THE CORNER POST OF THE FENCE.
 CU1117'
 CU1117'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIR NO 2 1968, SET IN
 CU1117'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 CU1117'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 65.0 FEET SOUTHWEST OF
 CU1117'THE CENTERLINE OF THE HIGHWAY, 19.5 FEET NORTHWEST OF THE CORNER
 CU1117'POST AND 1.0 FOOT NORTHEAST OF THE FENCE.
 CU1117'
 CU1117'AZIMUTH MARK IS A STANDARD DISK, STAMPED FAIR 1968, CEMENTED IN A
 CU1117'DRILL HOLE IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL
 CU1117'OF A CONCRETE CULVERT WHICH RUNS BENEATH THE NORTHWEST BOUND LANE
 CU1117'OF U.S. HIGHWAY 87.  IT IS 17.0 FEET SOUTHWEST OF THE CENTERLINE OF
 CU1117'THE NORTHWEST BOUND LANE OF TRAFFIC AND 7.0 FEET NORTHWEST OF A
 CU1117'HIGHWAY REFLECTOR SIGN.
 CU1117'
 CU1117'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 CU1117
 CU1117                          STATION RECOVERY (1978)
 CU1117
 CU1117'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (B)
 CU1117'FAIR RECOVERED GOOD.
 CU1117'
 CU1117'RM 1 RECOVERED GOOD.
 CU1117'
 CU1117'RM 2 RECOVERED GOOD.
 CU1117'
 CU1117'DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES NNW BIG SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0818 ***********************************************************************
 CV0818  DESIGNATION -  FAIR
 CV0818  PID         -  CV0818
 CV0818  STATE/COUNTY-  TX/GAINES
 CV0818  USGS QUAD   -  SEMINOLE NE (1970)
 CV0818
 CV0818                         *CURRENT SURVEY CONTROL
 CV0818  ___________________________________________________________________
 CV0818* NAD 83(1993)-  32 43 23.24202(N)    102 32 00.30678(W)     ADJUSTED  
 CV0818* NAVD 88     -       994.1    (meters)    3261.     (feet)  VERTCON   
 CV0818  ___________________________________________________________________
 CV0818  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 CV0818  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CV0818
 CV0818  HORZ ORDER  -  FIRST
 CV0818
 CV0818.The horizontal coordinates were established by classical geodetic methods
 CV0818.and adjusted by the National Geodetic Survey in February 1996..
 CV0818
 CV0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0818
 CV0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0818
 CV0818.The geoid height was determined by GEOID03.
 CV0818
 CV0818;                    North         East     Units Scale Factor Converg.
 CV0818;SPC TXNC     - 2,124,407.201   222,026.021   MT  0.99988896   -2 11 59.3
 CV0818;SPC TXNC     - 6,969,825.96    728,430.37   sFT  0.99988896   -2 11 59.3
 CV0818;UTM  13      - 3,623,283.829   731,164.654   MT  1.00025896   +1 20 02.3
 CV0818
 CV0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0818!SPC TXNC     -   0.99984751  x   0.99988896  =   0.99973649
 CV0818!UTM  13      -   0.99984751  x   1.00025896  =   1.00010643
 CV0818
 CV0818|---------------------------------------------------------------------|
 CV0818| PID    Reference Object                     Distance      Geod. Az  |
 CV0818|                                                           dddmmss.s |
 CV0818| CV0814 FAIR 1975 RM 1 1978                   9.181 METERS 23812     |
 CV0818| CV0822 SEMINOLE BELL TEL MICROWAVE         APPROX.10.7 KM 2654300.1 |
 CV0818| CV0820 SEMINOLE S MUNICIPAL TANK           APPROX.10.4 KM 2662845.2 |
 CV0818| CV0823 SEMINOLE N MUNICIPAL TANK           APPROX.10.9 KM 2712137.6 |
 CV0818| CH9330 FAIR AZ MK                                         3060413.4 |
 CV0818| CH9332 FAIR RM 2                            10.824 METERS 33126     |
 CV0818|---------------------------------------------------------------------|
 CV0818
 CV0818                          SUPERSEDED SURVEY CONTROL
 CV0818
 CV0818  NAD 83(1993)-  32 43 23.24801(N)    102 32 00.30251(W) AD(       ) 1
 CV0818  NAD 83(1986)-  32 43 23.24844(N)    102 32 00.30196(W) AD(       ) 1
 CV0818  NAD 27      -  32 43 22.87382(N)    102 31 58.64163(W) AD(       ) 1
 CV0818  NGVD 29 (07/19/86)  993.8    (m)         3260.     (f) VERT ANG       
 CV0818
 CV0818.Superseded values are not recommended for survey control.
 CV0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0818.See file dsdata.txt to determine how the superseded data were derived.
 CV0818
 CV0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS3116523284(NAD 83)
 CV0818_MARKER: DS = TRIANGULATION STATION DISK
 CV0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CV0818
 CV0818  HISTORY     - Date     Condition        Report By
 CV0818  HISTORY     - 1975     MONUMENTED       NGS
 CV0818
 CV0818                          STATION DESCRIPTION
 CV0818
 CV0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0818'THE STATION IS LOCATED 6 MILES EAST OF SEMINOLE, 1 MILE NORTH
 CV0818'OF U.S. HIGHWAY 180, AND 0.15 MILE EAST OF FARM ROAD
 CV0818'1429.  PERMISSION WAS OBTAINED FROM MR. NOLAND JARO, WHO RENTS
 CV0818'THE PROPERTY.  PHONE 806-489-3442
 CV0818'
 CV0818'TO REACH THE STATION FROM THE COURTHOUSE IN SEMINOLE, GO
 CV0818'EAST ON U.S. HIGHWAY 180 FOR 6.35 MILES TO THE JUNCTION
 CV0818'OF FARM ROAD 1429.  TURN LEFT AND GO NORTH ON FARM ROAD
 CV0818'FOR 1.0 MILE TO A GATE ON THE RIGHT, PASS THROUGH THE
 CV0818'GATE, THE AZIMUTH MARK IS ON THE LEFT ABOUT 24.0 FEET
 CV0818'NORTH, CONTINUE EASTERLY ON A TRACK ROAD FOR 0.15 MILE,
 CV0818'THEN BEAR RIGHT AND GO SOUTHERLY ACCROSS PASTURE FOR 0.15
 CV0818'MILE, TO THE TOP OF A RIDGE AND THE STATION.
 CV0818'
 CV0818'THE STATION MARKS ARE STANDARD DISKS STAMPED FAIR 1975,
 CV0818'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CV0818'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 6.0 FEET
 CV0818'EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 CV0818'AN IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES BELOW THE
 CV0818'SURFACE OF THE GROUND.
 CV0818'
 CV0818'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FAIR NO 1 1975,
 CV0818'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CV0818'THAT PROJECTS 2 INCHES.  IT IS 29.0 FEET SOUTHWEST OF A METAL
 CV0818'WITNESS POST AT THE STATION.
 CV0818'
 CV0818'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FAIR NO 2 1975,
 CV0818'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CV0818'THAT PROJECTS 4 INCHES.  IT IS 30.5 FEET NORTHWEST OF A
 CV0818'METAL WITNESS POST AT THE STATION.
 CV0818'
 CV0818'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FAIR AZ 1975,
 CV0818'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CV0818'THAT PROJECTS 4 INCHES.  IT IS 24.0 FEET NORTH OF THE
 CV0818'APPROXIMATE CENTER OF A TRACK ROAD, 2.0 FEET EAST OF A
 CV0818'METAL WITNESS POST, AND 21.5 FEET EAST OF A FENCE LINE.
 CV0818'
 CV0818'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2998 ***********************************************************************
 CS2998  DESIGNATION -  FAIR 1935
 CS2998  PID         -  CS2998
 CS2998  STATE/COUNTY-  TX/TARRANT
 CS2998  USGS QUAD   -  HALTOM CITY (1981)
 CS2998
 CS2998                         *CURRENT SURVEY CONTROL
 CS2998  ___________________________________________________________________
 CS2998* NAD 83(1993)-  32 45 05.54033(N)    097 19 54.05493(W)     ADJUSTED  
 CS2998* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 CS2998  ___________________________________________________________________
 CS2998  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 CS2998  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS2998
 CS2998  HORZ ORDER  -  FIRST
 CS2998
 CS2998.The horizontal coordinates were established by classical geodetic methods
 CS2998.and adjusted by the National Geodetic Survey in February 1996..
 CS2998
 CS2998.The orthometric height was scaled from a topographic map.
 CS2998
 CS2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2998
 CS2998.The geoid height was determined by GEOID03.
 CS2998
 CS2998;                    North         East     Units Scale Factor Converg.
 CS2998;SPC TXNC     - 2,120,910.114   709,473.364   MT  0.99988626   +0 38 13.9
 CS2998;SPC TXNC     - 6,958,352.60  2,327,663.86   sFT  0.99988626   +0 38 13.9
 CS2998;UTM  14      - 3,624,974.291   656,291.901   MT  0.99990121   +0 54 09.9
 CS2998
 CS2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2998!SPC TXNC     -   0.99997500  x   0.99988626  =   0.99986127
 CS2998!UTM  14      -   0.99997500  x   0.99990121  =   0.99987621
 CS2998
 CS2998:                Primary Azimuth Mark                     Grid Az
 CS2998:SPC TXNC     -  BROWN                                    085 10 41.9
 CS2998:UTM  14      -  BROWN                                    084 54 45.9
 CS2998
 CS2998|---------------------------------------------------------------------|
 CS2998| PID    Reference Object                     Distance      Geod. Az  |
 CS2998|                                                           dddmmss.s |
 CS2998| CS2995 BROWN                               APPROX. 5.9 KM 0854855.8 |
 CS2998| CS3013 FORT WORTH TV STA WBAP TOWER        APPROX. 5.9 KM 0910758.4 |
 CS2998|---------------------------------------------------------------------|
 CS2998
 CS2998                          SUPERSEDED SURVEY CONTROL
 CS2998
 CS2998  NAD 83(1993)-  32 45 05.54421(N)    097 19 54.03792(W) AD(       ) 1
 CS2998  NAD 83(1986)-  32 45 05.54416(N)    097 19 54.03770(W) AD(       ) 1
 CS2998  NAD 27      -  32 45 05.07460(N)    097 19 52.97910(W) AD(       ) 1
 CS2998
 CS2998.Superseded values are not recommended for survey control.
 CS2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2998.See file dsdata.txt to determine how the superseded data were derived.
 CS2998
 CS2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5629224974(NAD 83)
 CS2998_MARKER: DS = TRIANGULATION STATION DISK
 CS2998_SETTING: 0 = UNSPECIFIED SETTING
 CS2998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2998
 CS2998  HISTORY     - Date     Condition        Report By
 CS2998  HISTORY     - 1935     MONUMENTED       CGS
 CS2998  HISTORY     - 1954     GOOD             CGS
 CS2998  HISTORY     - 1964     GOOD             CGS
 CS2998
 CS2998                          STATION DESCRIPTION
 CS2998
 CS2998'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2998'THIS STATION IS NEAR THE CENTER OF THE ROOF OF THE ELEVATOR
 CS2998'SHAFT OF THE FAIR BUILDING, AT THE SW CORNER OF SEVENTH AND
 CS2998'THROCKMORTON STREETS IN FORT WORTH.  THE MARK IS A STANDARD
 CS2998'DISK SET IN CONCRETE FLOOR OF THE ROOF, 23.5 FEET E OF THE BASE
 CS2998'OF THE W PARAPET WALL, 22.9 FEET W OF THE BASE OF THE E
 CS2998'PARAPET WALL, 19.95 FEET N OF THE BASE OF THE S PARAPET WALL,
 CS2998'32.5 FEET S OF THE BASE OF THE N PARAPET WALL.
 CS2998'
 CS2998'NO REFERENCE OR AZIMUTH MARKS WERE SET.
 CS2998
 CS2998                          STATION RECOVERY (1954)
 CS2998
 CS2998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS2998'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2998'THERE ARE NO REFERENCE MARKS.
 CS2998
 CS2998                          STATION RECOVERY (1964)
 CS2998
 CS2998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 CS2998'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 CS2998'IN THE ORIGINAL DESCRIPTION.  THE MEASUREMENTS MADE FROM THE
 CS2998'PARAPET WALLS TO THE STATION MARK WERE FOUND TO BE GOOD FOR
 CS2998'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0814 ***********************************************************************
 CV0814  DESIGNATION -  FAIR 1975 RM 1 1978
 CV0814  PID         -  CV0814
 CV0814  STATE/COUNTY-  TX/GAINES
 CV0814  USGS QUAD   -  SEMINOLE NE (1970)
 CV0814
 CV0814                         *CURRENT SURVEY CONTROL
 CV0814  ___________________________________________________________________
 CV0814* NAD 83(1993)-  32 43 23.08496(N)    102 32 00.60642(W)     ADJUSTED  
 CV0814* NAVD 88     -       994.0    (meters)    3261.     (feet)  VERTCON   
 CV0814  ___________________________________________________________________
 CV0814  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 CV0814  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CV0814
 CV0814  HORZ ORDER  -  THIRD
 CV0814
 CV0814.The horizontal coordinates were established by classical geodetic methods
 CV0814.and adjusted by the National Geodetic Survey in February 1996..
 CV0814
 CV0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0814
 CV0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0814
 CV0814.The geoid height was determined by GEOID03.
 CV0814
 CV0814;                    North         East     Units Scale Factor Converg.
 CV0814;SPC TXNC     - 2,124,402.667   222,018.039   MT  0.99988896   -2 11 59.5
 CV0814;SPC TXNC     - 6,969,811.08    728,404.18   sFT  0.99988896   -2 11 59.5
 CV0814;UTM  13      - 3,623,278.810   731,156.964   MT  1.00025892   +1 20 02.1
 CV0814
 CV0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0814!SPC TXNC     -   0.99984753  x   0.99988896  =   0.99973650
 CV0814!UTM  13      -   0.99984753  x   1.00025892  =   1.00010641
 CV0814
 CV0814|---------------------------------------------------------------------|
 CV0814| PID    Reference Object                     Distance      Geod. Az  |
 CV0814|                                                           dddmmss.s |
 CV0814| CV0818 FAIR                                  9.181 METERS 05812     |
 CV0814| CV0815 FAIR 2                              APPROX. 1.3 KM 1934003.4 |
 CV0814|---------------------------------------------------------------------|
 CV0814
 CV0814                          SUPERSEDED SURVEY CONTROL
 CV0814
 CV0814  NAD 83(1993)-  32 43 23.09095(N)    102 32 00.60214(W) AD(       ) 3
 CV0814  NAD 83(1986)-  32 43 23.09146(N)    102 32 00.60146(W) AD(       ) 3
 CV0814  NAD 27      -  32 43 22.71677(N)    102 31 58.94127(W) AD(       ) 3
 CV0814  NGVD 29 (07/19/86)  993.7    (m)         3260.     (f) VERT ANG       
 CV0814
 CV0814.Superseded values are not recommended for survey control.
 CV0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0814.See file dsdata.txt to determine how the superseded data were derived.
 CV0814
 CV0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS3115723279(NAD 83)
 CV0814
 CV0814  HISTORY     - Date     Condition        Report By
 CV0814  HISTORY     - UNK      MONUMENTED
 CV0814  HISTORY     - 1978     SEE DESCRIPTION  NGS
 CV0814
 CV0814                          STATION DESCRIPTION
 CV0814
 CV0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CV0814'THE STATION MARK, REFERENCE MARKS 1 AND 2, WERE RECOVERED AND FOUND
 CV0814'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN
 CV0814'DESTROYED BY FARMING OPERATIONS.
 CV0814'
 CV0814'THE STATION MARK AND REFERENCE MARKS WERE DESTROYED ON COMPLETION OF
 CV0814'TRAVERSE ETC. TO FAIR 2.
 CV0814'
 CV0814'SEE DESCRIPTION TO FAIR 2 1978.
 CV0814'
 CV0814'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 CV0814'
 CV0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SEMINOLE 6-MILES
 CV0814'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0815 ***********************************************************************
 CV0815  DESIGNATION -  FAIR 2
 CV0815  PID         -  CV0815
 CV0815  STATE/COUNTY-  TX/GAINES
 CV0815  USGS QUAD   -  SEMINOLE NE (1970)
 CV0815
 CV0815                         *CURRENT SURVEY CONTROL
 CV0815  ___________________________________________________________________
 CV0815* NAD 83(1993)-  32 42 42.17044(N)    102 32 12.37502(W)     ADJUSTED  
 CV0815* NAVD 88     -       985.0    (meters)    3232.     (feet)  VERTCON   
 CV0815  ___________________________________________________________________
 CV0815  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 CV0815  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CV0815
 CV0815  HORZ ORDER  -  THIRD
 CV0815
 CV0815.The horizontal coordinates were established by classical geodetic methods
 CV0815.and adjusted by the National Geodetic Survey in February 1996..
 CV0815.No horizontal observational check was made to the station.
 CV0815
 CV0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0815
 CV0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0815
 CV0815.The geoid height was determined by GEOID03.
 CV0815
 CV0815;                    North         East     Units Scale Factor Converg.
 CV0815;SPC TXNC     - 2,123,155.115   221,663.430   MT  0.99989011   -2 12 05.9
 CV0815;SPC TXNC     - 6,965,718.07    727,240.77   sFT  0.99989011   -2 12 05.9
 CV0815;UTM  13      - 3,622,011.307   730,879.819   MT  1.00025734   +1 19 54.3
 CV0815
 CV0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0815!SPC TXNC     -   0.99984894  x   0.99989011  =   0.99973907
 CV0815!UTM  13      -   0.99984894  x   1.00025734  =   1.00010624
 CV0815
 CV0815|---------------------------------------------------------------------|
 CV0815| PID    Reference Object                     Distance      Geod. Az  |
 CV0815|                                                           dddmmss.s |
 CV0815| CH9333 FAIR 2 RM 4                          16.478 METERS 18000     |
 CV0815| CV0817 FAIR 2 AZ MK 1978                   APPROX. 1.0 KM 2664426.9 |
 CV0815| CV0820 SEMINOLE S MUNICIPAL TANK           APPROX.10.1 KM 2733353.3 |
 CV0815| CV0823 SEMINOLE N MUNICIPAL TANK           APPROX.10.7 KM 2781231.1 |
 CV0815| CV0816 FAIR 2 RM 3 1978                     17.803 METERS 35956     |
 CV0815|---------------------------------------------------------------------|
 CV0815
 CV0815                          SUPERSEDED SURVEY CONTROL
 CV0815
 CV0815  NAD 83(1993)-  32 42 42.17639(N)    102 32 12.37049(W) AD(       ) 3
 CV0815  NAD 83(1986)-  32 42 42.17688(N)    102 32 12.37005(W) AD(       ) 3
 CV0815  NAD 27      -  32 42 41.80059(N)    102 32 10.70703(W) AD(       ) 3
 CV0815  NGVD 29 (07/19/86)  984.7    (m)         3231.     (f) VERT ANG       
 CV0815
 CV0815.Superseded values are not recommended for survey control.
 CV0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0815.See file dsdata.txt to determine how the superseded data were derived.
 CV0815
 CV0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS3088022011(NAD 83)
 CV0815_MARKER: DS = TRIANGULATION STATION DISK
 CV0815_SETTING: 0 = UNSPECIFIED SETTING
 CV0815
 CV0815  HISTORY     - Date     Condition        Report By
 CV0815  HISTORY     - 1978     MONUMENTED       NGS
 CV0815
 CV0815                          STATION DESCRIPTION
 CV0815
 CV0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CV0815'THE STATION IS LOCATED ABOUT 6 MILES EAST OF SEMINOLE AND AT THE
 CV0815'JUNCTION OF U.S. HIGHWAY 180 AND FARM ROAD 1429.
 CV0815'
 CV0815'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 62,
 CV0815'180 AND 385 IN SEMINOLE, GO EAST ON U.S. HIGHWAY 180 FOR 5.9 MILES
 CV0815'TO AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON U.S. HIGHWAY 180
 CV0815'FOR 0.7 MILE TO THE INTERSECTION OF FARM ROAD 1429 AND STATION ON
 CV0815'THE LEFT.
 CV0815'
 CV0815'STATION MARK IS A STANDARD DISK, SET IN A DRILL HOLE, IN CONCRETE
 CV0815'MEDIAN OF FARM ROAD 1429, AT THE JUNCTION OF U.S. HIGHWAY 180 AND IS
 CV0815'STAMPED FAIR 2 1978.  IT IS 156 FEET NORTH OF THE CENTER LINE OF
 CV0815'U.S. HIGHWAY 180, 117 FEET NORTH OF THE SOUTH END OF MEDIAN AND
 CV0815'84 FEET SOUTH OF THE NORTH END OF MEDIAN.
 CV0815'
 CV0815'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE OF THE
 CV0815'CONCRETE MEDIAN AND IS STAMPED FAIR 2 NO 3 1978.  IT IS 25.6 FEET
 CV0815'SOUTH OF THE NORTH END OF MEDIAN AND 10 FEET SOUTH OF A TRAFFIC
 CV0815'STOP SIGN.
 CV0815'
 CV0815'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN A DRILL HOLE OF THE
 CV0815'CONCRETE MEDIAN, AND IS STAMPED FAIR 2 NO 4 1978.  IT IS 102 FEET
 CV0815'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 180, 62.3 FEET NORTH OF
 CV0815'THE SOUTH END OF MEDIAN AND 47 FEET NORTH OF A TRAFFIC STOP SIGN.
 CV0815'
 CV0815'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE OF HEADWALL
 CV0815'OF CONCRETE CULVERT AND IS STAMPED FAIR 2 1978.  IT IS IN THE SOUTH
 CV0815'HEADWALL OF CULVERT, 27 FEET SOUTH OF THE CENTER LINE OF U.S.
 CV0815'HIGHWAY 180 AND 1-FOOT WEST OF THE EAST END OF HEADWALL.
 CV0815'
 CV0815'NEAREST TOWN--SEMINOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0817 ***********************************************************************
 CV0817  DESIGNATION -  FAIR 2 AZ MK 1978
 CV0817  PID         -  CV0817
 CV0817  STATE/COUNTY-  TX/GAINES
 CV0817  USGS QUAD   -  SEMINOLE NE (1970)
 CV0817
 CV0817                         *CURRENT SURVEY CONTROL
 CV0817  ___________________________________________________________________
 CV0817* NAD 83(1993)-  32 42 40.32349(N)    102 32 50.70531(W)     ADJUSTED  
 CV0817* NAVD 88     -       984.9    (meters)    3231.     (feet)  VERTCON   
 CV0817  ___________________________________________________________________
 CV0817  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 CV0817  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CV0817
 CV0817  HORZ ORDER  -  THIRD
 CV0817
 CV0817.The horizontal coordinates were established by classical geodetic methods
 CV0817.and adjusted by the National Geodetic Survey in February 1996..
 CV0817.No horizontal observational check was made to the station.
 CV0817
 CV0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0817
 CV0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0817
 CV0817.The geoid height was determined by GEOID03.
 CV0817
 CV0817;                    North         East     Units Scale Factor Converg.
 CV0817;SPC TXNC     - 2,123,136.662   220,663.840   MT  0.99989016   -2 12 26.8
 CV0817;SPC TXNC     - 6,965,657.53    723,961.28   sFT  0.99989016   -2 12 26.8
 CV0817;UTM  13      - 3,621,931.255   729,882.902   MT  1.00025168   +1 19 33.5
 CV0817
 CV0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0817!SPC TXNC     -   0.99984896  x   0.99989016  =   0.99973913
 CV0817!UTM  13      -   0.99984896  x   1.00025168  =   1.00010060
 CV0817
 CV0817:                Primary Azimuth Mark                     Grid Az
 CV0817:SPC TXNC     -  FAIR 2                                   088 56 33.0
 CV0817:UTM  13      -  FAIR 2                                   085 24 32.7
 CV0817
 CV0817|---------------------------------------------------------------------|
 CV0817| PID    Reference Object                     Distance      Geod. Az  |
 CV0817|                                                           dddmmss.s |
 CV0817| CV0815 FAIR 2                              APPROX. 1.0 KM 0864406.2 |
 CV0817| CV0820 SEMINOLE S MUNICIPAL TANK           APPROX. 9.1 KM 2741829.5 |
 CV0817|---------------------------------------------------------------------|
 CV0817
 CV0817                          SUPERSEDED SURVEY CONTROL
 CV0817
 CV0817  NAD 83(1993)-  32 42 40.32926(N)    102 32 50.70076(W) AD(       ) 3
 CV0817  NAD 83(1986)-  32 42 40.32988(N)    102 32 50.70033(W) AD(       ) 3
 CV0817  NAD 27      -  32 42 39.95199(N)    102 32 49.03620(W) AD(       ) 3
 CV0817  NGVD 29 (07/19/86)  984.6    (m)         3230.     (f) VERT ANG       
 CV0817
 CV0817.Superseded values are not recommended for survey control.
 CV0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0817.See file dsdata.txt to determine how the superseded data were derived.
 CV0817
 CV0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS2988321931(NAD 83)
 CV0817_MARKER: DZ = AZIMUTH MARK DISK
 CV0817_SETTING: 0 = UNSPECIFIED SETTING
 CV0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0817
 CV0817  HISTORY     - Date     Condition        Report By
 CV0817  HISTORY     - 1978     MONUMENTED       NGS
 CV0817
 CV0817                          STATION DESCRIPTION
 CV0817
 CV0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CV0817'THE STATION IS LOCATED ABOUT 6 MILES EAST OF SEMINOLE AND AT THE
 CV0817'JUNCTION OF U.S. HIGHWAY 180 AND FARM ROAD 1429.
 CV0817'
 CV0817'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 62,
 CV0817'180 AND 385 IN SEMINOLE, GO EAST ON U.S. HIGHWAY 180 FOR 5.9 MILES
 CV0817'TO AZIMUTH MARK ON THE RIGHT.
 CV0817'
 CV0817'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE OF HEADWALL
 CV0817'OF CONCRETE CULVERT AND IS STAMPED FAIR 2 1978.  IT IS IN THE SOUTH
 CV0817'HEADWALL OF CULVERT, 27 FEET SOUTH OF THE CENTER LINE OF U.S.
 CV0817'HIGHWAY 180 AND 1-FOOT WEST OF THE EAST END OF HEADWALL.
 CV0817'
 CV0817'NEAREST TOWN--SEMINOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0816 ***********************************************************************
 CV0816  DESIGNATION -  FAIR 2 RM 3 1978
 CV0816  PID         -  CV0816
 CV0816  STATE/COUNTY-  TX/GAINES
 CV0816  USGS QUAD   -  SEMINOLE NE (1970)
 CV0816
 CV0816                         *CURRENT SURVEY CONTROL
 CV0816  ___________________________________________________________________
 CV0816* NAD 83(1993)-  32 42 42.74836(N)    102 32 12.37577(W)     ADJUSTED  
 CV0816* NAVD 88     -       985.0    (meters)    3232.     (feet)  VERTCON   
 CV0816  ___________________________________________________________________
 CV0816  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 CV0816  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CV0816
 CV0816  HORZ ORDER  -  THIRD
 CV0816
 CV0816.The horizontal coordinates were established by classical geodetic methods
 CV0816.and adjusted by the National Geodetic Survey in February 1996..
 CV0816.No horizontal observational check was made to the station.
 CV0816
 CV0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0816
 CV0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0816
 CV0816.The geoid height was determined by GEOID03.
 CV0816
 CV0816;                    North         East     Units Scale Factor Converg.
 CV0816;SPC TXNC     - 2,123,172.903   221,664.095   MT  0.99989010   -2 12 05.9
 CV0816;SPC TXNC     - 6,965,776.43    727,242.95   sFT  0.99989010   -2 12 05.9
 CV0816;UTM  13      - 3,622,029.109   730,879.385   MT  1.00025734   +1 19 54.3
 CV0816
 CV0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0816!SPC TXNC     -   0.99984894  x   0.99989010  =   0.99973906
 CV0816!UTM  13      -   0.99984894  x   1.00025734  =   1.00010624
 CV0816
 CV0816|---------------------------------------------------------------------|
 CV0816| PID    Reference Object                     Distance      Geod. Az  |
 CV0816|                                                           dddmmss.s |
 CV0816| CV0815 FAIR 2                               17.803 METERS 17956     |
 CV0816| CV0817 FAIR 2 AZ MK 1978                   APPROX. 1.0 KM 2654324.0 |
 CV0816|---------------------------------------------------------------------|
 CV0816
 CV0816                          SUPERSEDED SURVEY CONTROL
 CV0816
 CV0816  NAD 83(1993)-  32 42 42.75431(N)    102 32 12.37125(W) AD(       ) 3
 CV0816  NAD 83(1986)-  32 42 42.75481(N)    102 32 12.37081(W) AD(       ) 3
 CV0816  NAD 27      -  32 42 42.37852(N)    102 32 10.70783(W) AD(       ) 3
 CV0816  NGVD 29 (07/19/86)  984.7    (m)         3231.     (f) VERT ANG       
 CV0816
 CV0816.Superseded values are not recommended for survey control.
 CV0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0816.See file dsdata.txt to determine how the superseded data were derived.
 CV0816
 CV0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS3087922029(NAD 83)
 CV0816_MARKER: DR = REFERENCE MARK DISK
 CV0816_SETTING: 0 = UNSPECIFIED SETTING
 CV0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0816
 CV0816  HISTORY     - Date     Condition        Report By
 CV0816  HISTORY     - 1978     MONUMENTED       NGS
 CV0816
 CV0816                          STATION DESCRIPTION
 CV0816
 CV0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CV0816'THE STATION IS LOCATED ABOUT 6 MILES EAST OF SEMINOLE AND AT THE
 CV0816'JUNCTION OF U.S. HIGHWAY 180 AND FARM ROAD 1429.
 CV0816'
 CV0816'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 62,
 CV0816'180 AND 385 IN SEMINOLE, GO EAST ON U.S. HIGHWAY 180 FOR 5.9 MILES
 CV0816'TO AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON U.S. HIGHWAY 180
 CV0816'FOR 0.7 MILE TO THE INTERSECTION OF FARM ROAD 1429 AND STATION ON
 CV0816'THE LEFT.
 CV0816'
 CV0816'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE OF THE
 CV0816'CONCRETE MEDIAN AND IS STAMPED FAIR 2 NO 3 1978.  IT IS 25.6 FEET
 CV0816'SOUTH OF THE NORTH END OF MEDIAN AND 10 FEET SOUTH OF A TRAFFIC
 CV0816'STOP SIGN.
 CV0816'
 CV0816'NEAREST TOWN--SEMINOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5523 ***********************************************************************
 AH5523  DESIGNATION -  FAIR ET
 AH5523  PID         -  AH5523
 AH5523  STATE/COUNTY-  TX/HOPKINS
 AH5523  USGS QUAD   -  MITCHELL CREEK (1963)
 AH5523
 AH5523                         *CURRENT SURVEY CONTROL
 AH5523  ___________________________________________________________________
 AH5523* NAD 83(1993)-  33 19 47.21119(N)    095 18 52.53630(W)     ADJUSTED  
 AH5523* NAVD 88     -       129.31   (+/-2cm)     424.2    (feet)  VERTCON   
 AH5523  ___________________________________________________________________
 AH5523  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AH5523  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH5523
 AH5523  HORZ ORDER  -  THIRD
 AH5523  VERT ORDER  -  THIRD ? (See Below)
 AH5523
 AH5523.The horizontal coordinates were established by classical geodetic methods
 AH5523.and adjusted by the National Geodetic Survey in July 1998..
 AH5523
 AH5523.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5523.The vertical order pertains to the NGVD 29 superseded value.
 AH5523
 AH5523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5523
 AH5523.The geoid height was determined by GEOID03.
 AH5523
 AH5523;                    North         East     Units Scale Factor Converg.
 AH5523;SPC TXNC     - 2,188,918.946   896,494.368   MT  0.99988436   +1 44 14.3
 AH5523;SPC TXNC     - 7,181,478.24  2,941,248.61   sFT  0.99988436   +1 44 14.3
 AH5523;UTM  15      - 3,690,239.201   284,564.890   MT  1.00017225   -1 16 20.1
 AH5523
 AH5523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5523!SPC TXNC     -   0.99998388  x   0.99988436  =   0.99986824
 AH5523!UTM  15      -   0.99998388  x   1.00017225  =   1.00015612
 AH5523
 AH5523                          SUPERSEDED SURVEY CONTROL
 AH5523
 AH5523  NGVD 29 (07/28/98)  129.31   (m)          424.2    (f) LEVELING    3  
 AH5523
 AH5523.Superseded values are not recommended for survey control.
 AH5523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5523.See file dsdata.txt to determine how the superseded data were derived.
 AH5523
 AH5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS8456590239(NAD 83)
 AH5523_MARKER: DS = TRIANGULATION STATION DISK
 AH5523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5523_PROJECTION: FLUSH
 AH5523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5523+STABILITY: SURFACE MOTION
 AH5523
 AH5523  HISTORY     - Date     Condition        Report By
 AH5523  HISTORY     - 1962     MONUMENTED       USGS
 AH5523
 AH5523                          STATION DESCRIPTION
 AH5523
 AH5523'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5523'LOCATED ABOUT 4 MI. W. OF HAGANSPORT AND 5 MI. E. OF SULPHUR BLUFF, 46
 AH5523'FT. N. OF FARM ROAD 71, 102 FT. W. OF RD. N., 4 FT. S. OF A FENCE.
 AH5523'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND FARM ROAD 71 AT
 AH5523'HAGANSPORT, DRIVE W. ALONG FARM ROAD 71 4.1 MI. TO THE STATION MARK ON
 AH5523'THE RIGHT (N.) SIDE OF RD.
 AH5523'STATION MARK--STANDARD TABLET STAMPED---FAIR-ET 1962---, SET IN A
 AH5523'CONCRETE POST PROJECTING 4 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6909 ***********************************************************************
 AW6909  DESIGNATION -  FAIRBANKS AT AND T RELAY MAST
 AW6909  PID         -  AW6909
 AW6909  STATE/COUNTY-  TX/HARRIS
 AW6909  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW6909
 AW6909                         *CURRENT SURVEY CONTROL
 AW6909  ___________________________________________________________________
 AW6909* NAD 83(1993)-  29 52 04.26558(N)    095 31 18.07354(W)     ADJUSTED  
 AW6909* NAVD 88     -                                                        
 AW6909  ___________________________________________________________________
 AW6909  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW6909  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW6909
 AW6909  HORZ ORDER  -  THIRD
 AW6909
 AW6909.The horizontal coordinates were established by classical geodetic methods
 AW6909.and adjusted by the National Geodetic Survey in February 1996..
 AW6909
 AW6909
 AW6909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6909
 AW6909.The geoid height was determined by GEOID03.
 AW6909
 AW6909;                    North         East     Units Scale Factor Converg.
 AW6909;SPC TXSC     - 4,230,477.943   935,972.234   MT  0.99990637   +1 42 14.6
 AW6909;SPC TXSC     -13,879,493.05  3,070,768.90   sFT  0.99990637   +1 42 14.6
 AW6909;UTM  15      - 3,306,812.770   256,427.608   MT  1.00033205   -1 15 23.1
 AW6909
 AW6909                          SUPERSEDED SURVEY CONTROL
 AW6909
 AW6909  NAD 83(1986)-  29 52 04.28020(N)    095 31 18.05514(W) AD(       ) 4
 AW6909  NAD 27      -  29 52 03.46798(N)    095 31 17.26445(W) AD(       ) 3
 AW6909
 AW6909.Superseded values are not recommended for survey control.
 AW6909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6909.See file dsdata.txt to determine how the superseded data were derived.
 AW6909
 AW6909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5642806813(NAD 83)
 AW6909_MARKER: 44 = MICROWAVE MAST
 AW6909
 AW6909  HISTORY     - Date     Condition        Report By
 AW6909  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6909  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 AW6909
 AW6909                          STATION DESCRIPTION
 AW6909
 AW6909'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6909'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF FAIRBANKS AND
 AW6909'IS OWNED BY THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 AW6909'
 AW6909'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND
 AW6909'FAIRBANKS NORTH HOUSTON ROAD, GO NORTH ON FAIRBANKS NORTH HOUSTON
 AW6909'ROAD FOR 1.2 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON WEST
 AW6909'LITTLE YORK ROAD FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT, GO NORTH
 AW6909'OF FLINTLOCK ROAD FOR 0.1 MILE TO THE MICROWAVE TOWER ON THE
 AW6909'LEFT.
 AW6909'
 AW6909'THE TOWER IS A FOUR-LEGGED GALVANIZED STEEL SELF SUPPORTING STRUCTURE
 AW6909'WITH A LARGE PLATFORM NEAR THE TOP.  THERE IS A HORN ANTENNA ON EACH
 AW6909'CORNER OF THE PLATFORM.  A SINGLE PIPE ANTENNA RISES FROM THE
 AW6909'CENTER OF THE PLATFORM WHICH IS THE HIGHEST POINT OF THE STRUCTURE.
 AW6909'
 AW6909'THE POINT INTERSECTED WAS THE TOP OF THE PIPE ANTENNA.  THE OVER-ALL
 AW6909'HEIGHT OF THE STRUCTURE IS 120 FEET.
 AW6909
 AW6909                          STATION RECOVERY (1996)
 AW6909
 AW6909'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1781 ***********************************************************************
 AW1781  DESIGNATION -  FAIRBANKS NW BASE AZ MK
 AW1781  PID         -  AW1781
 AW1781  STATE/COUNTY-  TX/HARRIS
 AW1781  USGS QUAD   -  SATSUMA (1982)
 AW1781
 AW1781                         *CURRENT SURVEY CONTROL
 AW1781  ___________________________________________________________________
 AW1781* NAD 83(1986)-  29 55 02.     (N)    095 36 52.     (W)     SCALED    
 AW1781* NAVD 88     -        38.93   (+/-2cm)     127.7    (feet)  VERTCON   
 AW1781  ___________________________________________________________________
 AW1781  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW1781
 AW1781  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1781
 AW1781.The horizontal coordinates were scaled from a topographic map and have
 AW1781.an estimated accuracy of +/- 6 seconds.
 AW1781
 AW1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1781.The vertical order pertains to the NGVD 29 superseded value.
 AW1781
 AW1781.The geoid height was determined by GEOID03.
 AW1781
 AW1781;                    North         East    Units  Estimated Accuracy
 AW1781;SPC TXSC     - 4,235,690.      926,860.      MT  (+/- 180 meters Scaled)
 AW1781
 AW1781                          SUPERSEDED SURVEY CONTROL
 AW1781
 AW1781  NGVD 29 (??/??/92)   38.925  (m)          127.71   (f) ADJ UNCH    1 2
 AW1781
 AW1781.Superseded values are not recommended for survey control.
 AW1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1781.See file dsdata.txt to determine how the superseded data were derived.
 AW1781
 AW1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP475124(NAD 83)
 AW1781_MARKER: DB = BENCH MARK DISK
 AW1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1781_STAMPING: FAIRBANKS NW BASE 1952
 AW1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1781+STABILITY: SURFACE MOTION
 AW1781
 AW1781  HISTORY     - Date     Condition        Report By
 AW1781  HISTORY     - 1952     MONUMENTED       CGS
 AW1781  HISTORY     - 1973     GOOD             NGS
 AW1781  HISTORY     - 1978     GOOD             DOD
 AW1781  HISTORY     - 1978     GOOD             NGS
 AW1781  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1781  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1781  HISTORY     - 1991     GOOD             USPSQD
 AW1781  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 AW1781  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 AW1781
 AW1781                          STATION DESCRIPTION
 AW1781
 AW1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1781'6.5 MI E FROM CYPRESS.
 AW1781'ABOUT 6.15 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1781'AT CYPRESS, THENCE 0.35 MILE NORTHEAST ALONG FM RD. 1960, 50 FEET
 AW1781'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 31 FEET SOUTHEAST OF THE
 AW1781'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A LARGE BOX
 AW1781'CULVERT, DIRECTLY UNDER A FENCE LINE, 1.3 FEET SOUTHWEST OF A METAL
 AW1781'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW1781'GROUND.
 AW1781
 AW1781                          STATION RECOVERY (1978)
 AW1781
 AW1781'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1781'RECOVERED IN GOOD CONDITION.
 AW1781
 AW1781                          STATION RECOVERY (1978)
 AW1781
 AW1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1781'RECOVERED.  OMIT=6.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 190 FROM
 AW1781'THE POST OFFICE IN CYPRESS.  ADD=6.2 MILES SOUTHEAST ALONG U.S.
 AW1781'HIGHWAY 290 FROM THE JUNCTION OF U.S. HIGHWAY 290 AND CYPRESS-SPRING
 AW1781'ROAD, IN CYPRESS.
 AW1781
 AW1781                          STATION RECOVERY (1986)
 AW1781
 AW1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1781'MARK NOT FOUND.
 AW1781
 AW1781                          STATION RECOVERY (1990)
 AW1781
 AW1781'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1781'MARK NOT FOUND.
 AW1781
 AW1781                          STATION RECOVERY (1991)
 AW1781
 AW1781'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW1781'RECOVERED IN GOOD CONDITION.
 AW1781
 AW1781                          STATION RECOVERY (1994)
 AW1781
 AW1781'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1781'MARK NOT FOUND.
 AW1781
 AW1781                          STATION RECOVERY (2004)
 AW1781
 AW1781'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4607 ***********************************************************************
 AW4607  DESIGNATION -  FAIRBANKS NW BASE RESET
 AW4607  PID         -  AW4607
 AW4607  STATE/COUNTY-  TX/HARRIS
 AW4607  USGS QUAD   -  SATSUMA (1982)
 AW4607
 AW4607                         *CURRENT SURVEY CONTROL
 AW4607  ___________________________________________________________________
 AW4607* NAD 83(1993)-  29 54 46.99857(N)    095 37 02.59195(W)     ADJUSTED  
 AW4607* NAVD 88     -        38.120  (meters)     125.07   (feet)  ADJUSTED  
 AW4607  ___________________________________________________________________
 AW4607  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW4607  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW4607  DYNAMIC HT  -          38.068 (meters)     124.89  (feet)  COMP
 AW4607  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 AW4607
 AW4607  HORZ ORDER  -  SECOND
 AW4607  VERT ORDER  -  FIRST     CLASS II
 AW4607
 AW4607.The horizontal coordinates were established by classical geodetic methods
 AW4607.and adjusted by the National Geodetic Survey in February 1996..
 AW4607
 AW4607.The orthometric height was determined by differential leveling
 AW4607.and adjusted by the National Geodetic Survey in June 1991..
 AW4607
 AW4607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4607
 AW4607.The geoid height was determined by GEOID03.
 AW4607
 AW4607.The dynamic height is computed by dividing the NAVD 88
 AW4607.geopotential number by the normal gravity value computed on the
 AW4607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4607.degrees latitude (g = 980.6199 gals.).
 AW4607
 AW4607.The modeled gravity was interpolated from observed gravity values.
 AW4607
 AW4607;                    North         East     Units Scale Factor Converg.
 AW4607;SPC TXSC     - 4,235,215.103   926,586.276   MT  0.99991400   +1 39 25.9
 AW4607;SPC TXSC     -13,895,034.88  3,039,975.14   sFT  0.99991400   +1 39 25.9
 AW4607;UTM  15      - 3,312,030.921   247,294.852   MT  1.00038797   -1 18 21.4
 AW4607
 AW4607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4607!SPC TXSC     -   0.99999836  x   0.99991400  =   0.99991236
 AW4607!UTM  15      -   0.99999836  x   1.00038797  =   1.00038633
 AW4607
 AW4607:                Primary Azimuth Mark                     Grid Az
 AW4607:SPC TXSC     -  FAIRBANKS NW BASE AZ MK                  029 33 01.9
 AW4607:UTM  15      -  FAIRBANKS NW BASE AZ MK                  032 30 49.2
 AW4607
 AW4607|---------------------------------------------------------------------|
 AW4607| PID    Reference Object                     Distance      Geod. Az  |
 AW4607|                                                           dddmmss.s |
 AW4607| AW1781 FAIRBANKS NW BASE AZ MK                            0311227.8 |
 AW4607| AW4608 FAIRBANKS NW BASE RM 1               33.906 METERS 03557     |
 AW4607| AW6891 SATSUMA HUMBLE PIPELINE TANK        APPROX. 1.1 KM 1203005.2 |
 AW4607| AW4606 FAIRBANKS NW BASE RM 2               29.452 METERS 13145     |
 AW4607| AW6892 SOUTHWESTERN BELL TEL CO MAST       APPROX. 4.2 KM 1531126.3 |
 AW4607| AW6902 SATSUMA MICROWAVE TOWER              92.749 METERS 18936     |
 AW4607| AW6893 SATSUMA HUMBLE PIPELINE MAST         92.869 METERS 18956     |
 AW4607| AW4609 FAIRBANKS NW BASE RM 3               36.579 METERS 21337     |
 AW4607|---------------------------------------------------------------------|
 AW4607
 AW4607                          SUPERSEDED SURVEY CONTROL
 AW4607
 AW4607  NAD 83(1986)-  29 54 47.01384(N)    095 37 02.57339(W) AD(       ) 2
 AW4607  NGVD 29 (12/23/87)   38.113  (m)          125.04   (f) ADJUSTED    1 2
 AW4607
 AW4607.Superseded values are not recommended for survey control.
 AW4607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4607.See file dsdata.txt to determine how the superseded data were derived.
 AW4607
 AW4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4729512031(NAD 83)
 AW4607_MARKER: DS = TRIANGULATION STATION DISK
 AW4607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4607_SP_SET: CONCRETE POST
 AW4607_STAMPING: FAIRBANKS NW BASE 1952 1968
 AW4607_MARK LOGO: CGS   
 AW4607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4607+STABILITY: SURFACE MOTION
 AW4607
 AW4607  HISTORY     - Date     Condition        Report By
 AW4607  HISTORY     - 1968     MONUMENTED       CGS
 AW4607  HISTORY     - 1970     GOOD             USGS
 AW4607  HISTORY     - 1973     GOOD             NGS
 AW4607  HISTORY     - 1978     GOOD             DOD
 AW4607  HISTORY     - 1978     GOOD             NGS
 AW4607  HISTORY     - 1986     GOOD             NGS
 AW4607  HISTORY     - 19940326 GOOD             USPSQD
 AW4607  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 AW4607
 AW4607                          STATION DESCRIPTION
 AW4607
 AW4607'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW4607'DISTANCE FOR R.M. 1 FROM 1952 OBSERVATIONS.
 AW4607'
 AW4607'THE STATION UNDERGROUND MARK, REFERENCE MARK 1 AND THE AZIMUTH
 AW4607'MARK WERE RECOVERED.  THE SURFACE STATION MONUMENT AND REFERENCE
 AW4607'MARK 2 HAVE BEEN TORN OUT OF THE GROUND.  A NEW SURFACE
 AW4607'MONUMENT FOR THE STATION MARK WAS SET AT THIS TIME.  DUE TO
 AW4607'OVERHEAD WIRES A TOWER COULD NOT BE BUILT OVER THE STATION
 AW4607'MARK.  REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED, SEE
 AW4607'DESCRIPTION THEREOF.  A NEW DESCRIPTION FOLLOWS.
 AW4607'
 AW4607'THE STATION IS LOCATED ON HIGHWAY RIGHT-OF-WAY, ABOUT 7 MILES
 AW4607'NORTHWEST OF FAIRBANKS, 6 MILES SOUTHEAST OF CYPRESS AND
 AW4607'0.2 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 290 AND
 AW4607'FARM ROAD 1960.
 AW4607'
 AW4607'THE STATION MARK IS A STANDARD DISK STAMPED FAIRBANKS NW
 AW4607'BASE 1952 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AW4607'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 AW4607'IT IS 53 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 290,
 AW4607'43 FEET EAST OF A TELEGRAPH POLE, 37.4 FEET NORTHEAST OF
 AW4607'THE NORTH RAIL OF THE RAILROAD TRACKS AND 1.9 FEET NORTHWEST
 AW4607'OF A METAL WITNESS POST.
 AW4607'
 AW4607'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FAIRBANKS NW
 AW4607'BASE NO 1 1952, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 AW4607'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 AW4607'126 FEET NORTHWEST OF THE NORTH EDGE OF A CULVERT, A FENCE
 AW4607'CORNER AND A POWER LINE POLE, 58 FEET NORTHEAST OF THE CENTER
 AW4607'OF U.S. HIGHWAY 290 AND 2 FEET SOUTHWEST OF A WIRE FENCE.
 AW4607'
 AW4607'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FAIRBANKS NW
 AW4607'BASE NO 3 1952 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AW4607'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 AW4607'IT IS 177.7 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL
 AW4607'BUILDING JUST NORTH OF THE MICRO-WAVE MAST, 77.6 FEET SOUTHWEST
 AW4607'OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 43 FEET SOUTH OF
 AW4607'A TELEPHONE POLE AND 29 FEET SOUTHWEST OF A WIRE FENCE.
 AW4607'
 AW4607'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FAIRBANKS NW
 AW4607'BASE 1952, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 AW4607'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 51 FEET
 AW4607'SOUTHEAST OF THE CENTER OF FARM ROAD 1960, 31 FEET SOUTH-SOUTHEAST
 AW4607'OF THE WEST END OF A CONCRETE CULVERT, 1.1 FEET SOUTHWEST
 AW4607'OF A METAL WITNESS POST AND 1 FOOT EAST-NORTHEAST OF A WIRE
 AW4607'FENCE.
 AW4607'
 AW4607'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 AW4607'290 AND FARM ROAD 1960, GO NORTHEAST ON FARM ROAD 1960 FOR
 AW4607'0.35 MILE TO THE MARK ON THE RIGHT.
 AW4607
 AW4607                          STATION RECOVERY (1970)
 AW4607
 AW4607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (CUB)
 AW4607'THE PUBLISHED DESCRIPTION OF THIS MARK IS GOOD BUT THE DISK
 AW4607'APPEARS QUITE NEW AND IS STAMPED FAIRBANKS NW BASE 1952 - 1968
 AW4607'
 AW4607'ELEVATION IS PROBABLY CHANGED EVEN IF HORIZONTAL POSITION
 AW4607'IS STILL O.K.
 AW4607
 AW4607                          STATION RECOVERY (1973)
 AW4607
 AW4607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4607'6 MI NW FROM FAIRBANKS.
 AW4607'ABOUT 6 MILES NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW4607'FAIRBANKS, 0.15 MILE SOUTHEAST OF THE INTERSECTION OF US HIGHWAY 290,
 AW4607'STATE HIGHWAY 6, AND FARM ROAD 1960, 42.7 FEET SOUTHWEST OF THE CENTER
 AW4607'LINE OF THE SOUTHWEST LANE OF THE HIGHWAY, 37.4 FEET NORTHEAST OF THE
 AW4607'NORTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 43 FEET EAST OF A
 AW4607'TELEPHONE POLE, 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
 AW4607
 AW4607                          STATION RECOVERY (1978)
 AW4607
 AW4607'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW4607'RECOVERED IN GOOD CONDITION.
 AW4607
 AW4607                          STATION RECOVERY (1978)
 AW4607
 AW4607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW4607'RECOVERED IN GOOD CONDITION.
 AW4607
 AW4607                          STATION RECOVERY (1986)
 AW4607
 AW4607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4607'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.7 KM (6.0 MI)
 AW4607'NORTHWESTERLY ALONG HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW4607'FAIRBANKS.  ADD--1.0 M (3.3 FT) NORTHEAST OF A WITNESS POST.
 AW4607'DELETE--1.9 FEET NORTHWEST OF A METAL WITNESS POST.
 AW4607
 AW4607                          STATION RECOVERY (1994)
 AW4607
 AW4607'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4607'RECOVERED IN GOOD CONDITION.
 AW4607
 AW4607                          STATION RECOVERY (2004)
 AW4607
 AW4607'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4608 ***********************************************************************
 AW4608  DESIGNATION -  FAIRBANKS NW BASE RM 1
 AW4608  PID         -  AW4608
 AW4608  STATE/COUNTY-  TX/HARRIS
 AW4608  USGS QUAD   -  SATSUMA (1982)
 AW4608
 AW4608                         *CURRENT SURVEY CONTROL
 AW4608  ___________________________________________________________________
 AW4608* NAD 83(1986)-  29 54 47.     (N)    095 37 02.     (W)     SCALED    
 AW4608* NAVD 88     -        39.28   (+/-2cm)     128.9    (feet)  VERTCON   
 AW4608  ___________________________________________________________________
 AW4608  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW4608
 AW4608  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4608
 AW4608.The horizontal coordinates were scaled from a topographic map and have
 AW4608.an estimated accuracy of +/- 6 seconds.
 AW4608
 AW4608.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4608.The vertical order pertains to the NGVD 29 superseded value.
 AW4608
 AW4608.The geoid height was determined by GEOID03.
 AW4608
 AW4608;                    North         East    Units  Estimated Accuracy
 AW4608;SPC TXSC     - 4,235,220.      926,600.      MT  (+/- 180 meters Scaled)
 AW4608
 AW4608                          SUPERSEDED SURVEY CONTROL
 AW4608
 AW4608  NGVD 29 (??/??/92)   39.269  (m)          128.84   (f) ADJ UNCH    2 0
 AW4608
 AW4608.Superseded values are not recommended for survey control.
 AW4608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4608.See file dsdata.txt to determine how the superseded data were derived.
 AW4608
 AW4608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP473120(NAD 83)
 AW4608_MARKER: DR = REFERENCE MARK DISK
 AW4608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4608_STAMPING: FAIRBANKS N W BASE NO 1 1952
 AW4608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4608+STABILITY: SURFACE MOTION
 AW4608
 AW4608  HISTORY     - Date     Condition        Report By
 AW4608  HISTORY     - 1952     MONUMENTED       CGS
 AW4608  HISTORY     - 1954     GOOD             NGS
 AW4608  HISTORY     - 1978     GOOD             NGS
 AW4608  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW4608
 AW4608                          STATION DESCRIPTION
 AW4608
 AW4608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4608'7.2 MI NW FROM FAIRBANKS.
 AW4608'7.2 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4608'FAIRBANKS, 111.0 FEET NORTHEAST OF TRIANGULATION STATION FAIRBANKS
 AW4608'N.W. BASE 1952, 54 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1
 AW4608'FOOT SOUTHEAST OF A FENCE, 0.15 MILE SOUTHEAST OF A JUNCTION WITH JACK
 AW4608'RABBIT ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 AW4608'ABOVE THE GROUND.
 AW4608
 AW4608                          STATION RECOVERY (1978)
 AW4608
 AW4608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW4608'RECOVERED IN GOOD CONDITION.
 AW4608
 AW4608                          STATION RECOVERY (1994)
 AW4608
 AW4608'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4609 ***********************************************************************
 AW4609  DESIGNATION -  FAIRBANKS NW BASE RM 3
 AW4609  PID         -  AW4609
 AW4609  STATE/COUNTY-  TX/HARRIS
 AW4609  USGS QUAD   -  SATSUMA (1982)
 AW4609
 AW4609                         *CURRENT SURVEY CONTROL
 AW4609  ___________________________________________________________________
 AW4609* NAD 83(1993)-  29 54 46.00932(N)    095 37 03.34695(W)     ADJUSTED  
 AW4609* NAVD 88     -        38.87   (+/-2cm)     127.5    (feet)  VERTCON   
 AW4609  ___________________________________________________________________
 AW4609  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW4609  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW4609
 AW4609  HORZ ORDER  -  FIRST
 AW4609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4609
 AW4609.The horizontal coordinates were established by classical geodetic methods
 AW4609.and adjusted by the National Geodetic Survey in February 1996..
 AW4609
 AW4609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4609.The vertical order pertains to the NGVD 29 superseded value.
 AW4609
 AW4609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4609
 AW4609.The geoid height was determined by GEOID03.
 AW4609
 AW4609;                    North         East     Units Scale Factor Converg.
 AW4609;SPC TXSC     - 4,235,184.072   926,566.914   MT  0.99991395   +1 39 25.5
 AW4609;SPC TXSC     -13,894,933.08  3,039,911.62   sFT  0.99991395   +1 39 25.5
 AW4609;UTM  15      - 3,312,000.918   247,273.901   MT  1.00038810   -1 18 21.7
 AW4609
 AW4609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4609!SPC TXSC     -   0.99999825  x   0.99991395  =   0.99991220
 AW4609!UTM  15      -   0.99999825  x   1.00038810  =   1.00038634
 AW4609
 AW4609                          SUPERSEDED SURVEY CONTROL
 AW4609
 AW4609  NAD 83(1986)-  29 54 46.02407(N)    095 37 03.32879(W) AD(       ) 1
 AW4609  NAD 27      -  29 54 45.21558(N)    095 37 02.53013(W) AD(       ) 1
 AW4609  NGVD 29 (??/??/92)   38.867  (m)          127.52   (f) ADJ UNCH    2 0
 AW4609
 AW4609.Superseded values are not recommended for survey control.
 AW4609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4609.See file dsdata.txt to determine how the superseded data were derived.
 AW4609
 AW4609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4727412001(NAD 83)
 AW4609_MARKER: DR = REFERENCE MARK DISK
 AW4609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4609_STAMPING: FAIRBANKS NW BASE NO 3 1952 1968
 AW4609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4609+STABILITY: SURFACE MOTION
 AW4609
 AW4609  HISTORY     - Date     Condition        Report By
 AW4609  HISTORY     - 1968     MONUMENTED       CGS
 AW4609  HISTORY     - 1973     GOOD             NGS
 AW4609  HISTORY     - 19940326 GOOD             USPSQD
 AW4609  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 AW4609
 AW4609                          STATION DESCRIPTION
 AW4609
 AW4609'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW4609'FAIRBANKS NW BASE 1952 1968 IS A TRAVERSE DISTANCE.
 AW4609'
 AW4609'THE STATION IS LOCATED ON THE PROPERTY OF THE HUMBLE PIPELINE COMPANY
 AW4609'(SATSUMA DISTRICT), ABOUT 7 MILES NORTHWEST OF FAIRBANKS, 6 MILES
 AW4609'SOUTHEAST OF CYPRESS AND 0.2 MILE SOUTHEAST OF THE JUNCTION OF U.S.
 AW4609'HIGHWAY 290 AND FARM ROAD 1960.
 AW4609'
 AW4609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND FARM
 AW4609'ROAD 1960, GO IN A SOUTHERLY DIRECTION ON FARM ROAD 1960 FOR 0.05
 AW4609'MILE TO A SIDE ROAD ON THE LEFT, JUST AFTER CROSSING THE RAILROAD
 AW4609'TRACKS.  TURN LEFT AND GO SOUTHEAST FOR 0.1 MILE TO THE SOUTHWEST
 AW4609'CORNER OF A PARKING LOT OF THE HUMBLE PIPELINE COMPANY OFFICE.
 AW4609'CONTINUE SOUTHWEST ON THE PAVED ROAD FOR 0.15 MILE TO A SIDE
 AW4609'ROAD ON THE LEFT.  TURN LEFT AND GO 0.05 MILE TO A CATTLE GUARD,
 AW4609'CONTINUE FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 AW4609'0.15 MILE, PASSING TO THE RIGHT OF A MICROWAVE MAST, TO A WIRE
 AW4609'FENCE (NORTHWEST-SOUTHEAST LINE) AND THE STATION ON THE
 AW4609'LEFT.
 AW4609'
 AW4609'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED FAIRBANKS NW
 AW4609'BASE NO 3 1952 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AW4609'CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 AW4609'177.7 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL BUILDING JUST
 AW4609'NORTH OF THE MICRO-WAVE MAST, 77.6 FEET SOUTHWEST OF THE SOUTH
 AW4609'RAIL OF THE RAILROAD TRACKS, 43 FEET SOUTH OF A TELEPHONE
 AW4609'POLE AND 29 FEET SOUTHWEST OF THE WIRE FENCE.
 AW4609'
 AW4609'FAIRBANKS NW BASE IS A STANDARD STATION DISK STAMPED FAIRBANKS NW
 AW4609'BASE 1952 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW4609'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 53 FEET
 AW4609'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 290, 43 FEET EAST OF A
 AW4609'TELEGRAPH POLE, 37.4 FEET NORTHEAST OF THE NORTH RAIL OF THE
 AW4609'RAILROAD TRACKS AND 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
 AW4609'
 AW4609'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FAIRBANKS NW BASE 1952,
 AW4609'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AW4609'2 INCHES ABOVE THE GROUND.  IT IS 51 FEET SOUTHEAST OF THE CENTER
 AW4609'OF FARM ROAD 1960, 31 FEET SOUTH-SOUTHEAST OF THE WEST END OF A
 AW4609'CONCRETE CULVERT, 1.1 FEET SOUTHWEST OF A METAL WITNESS POST AND
 AW4609'1 FOOT EAST-NORTHEAST OF A WIRE FENCE.
 AW4609'
 AW4609'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 290 AND
 AW4609'FARM ROAD 1960, GO NORTHEAST ON FARM ROAD 1960 FOR 0.35 MILE TO THE
 AW4609'MARK ON THE RIGHT.
 AW4609'
 AW4609'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 AW4609
 AW4609                          STATION RECOVERY (1973)
 AW4609
 AW4609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4609'6 MI NW FROM FAIRBANKS.
 AW4609'ABOUT 6 MILES NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW4609'FAIRBANKS, 177.7 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL
 AW4609'BUILDING JUST NORTH OF A MICROWAVE TOWER, 77.6 FEET SOUTHWEST OF THE
 AW4609'SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 29.6 FEET SOUTHWEST
 AW4609'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW4609'GROUND.
 AW4609
 AW4609                          STATION RECOVERY (1994)
 AW4609
 AW4609'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4609'RECOVERED IN GOOD CONDITION.
 AW4609
 AW4609                          STATION RECOVERY (2004)
 AW4609
 AW4609'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6895 ***********************************************************************
 AW6895  DESIGNATION -  FAIRBANKS RAD MAST
 AW6895  PID         -  AW6895
 AW6895  STATE/COUNTY-  TX/HARRIS
 AW6895  USGS QUAD   -  SATSUMA (1982)
 AW6895
 AW6895                         *CURRENT SURVEY CONTROL
 AW6895  ___________________________________________________________________
 AW6895* NAD 83(1993)-  29 54 23.24599(N)    095 31 26.54939(W)     ADJUSTED  
 AW6895* NAVD 88     -                                                        
 AW6895  ___________________________________________________________________
 AW6895  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6895  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW6895
 AW6895  HORZ ORDER  -  THIRD
 AW6895
 AW6895.The horizontal coordinates were established by classical geodetic methods
 AW6895.and adjusted by the National Geodetic Survey in February 1996..
 AW6895
 AW6895
 AW6895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6895
 AW6895.The geoid height was determined by GEOID03.
 AW6895
 AW6895;                    North         East     Units Scale Factor Converg.
 AW6895;SPC TXSC     - 4,234,748.364   935,617.726   MT  0.99991285   +1 42 10.5
 AW6895;SPC TXSC     -13,893,503.59  3,069,605.82   sFT  0.99991285   +1 42 10.5
 AW6895;UTM  15      - 3,311,097.614   256,294.128   MT  1.00033284   -1 15 32.7
 AW6895
 AW6895                          SUPERSEDED SURVEY CONTROL
 AW6895
 AW6895  NAD 83(1986)-  29 54 23.26068(N)    095 31 26.53102(W) AD(       ) 4
 AW6895  NAD 27      -  29 54 22.45358(N)    095 31 25.74181(W) AD(       ) 3
 AW6895
 AW6895.Superseded values are not recommended for survey control.
 AW6895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6895.See file dsdata.txt to determine how the superseded data were derived.
 AW6895
 AW6895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5629411098(NAD 83)
 AW6895_MARKER: 42 = RADIO/TV MAST
 AW6895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6895+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 AW6895
 AW6895  HISTORY     - Date     Condition        Report By
 AW6895  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6895  HISTORY     - 19940404 GOOD             USPSQD
 AW6895  HISTORY     - 20040712 GOOD             USPSQD
 AW6895
 AW6895                          STATION DESCRIPTION
 AW6895
 AW6895'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6895'THE STATION IS LOCATED ON THE EAST SIDE OF FAIRBANKS-NORTH HOUSTON
 AW6895'ROAD IN THE NORTH EDGE OF FAIRBANKS.  THE OWNER OF THE MAST COULD
 AW6895'NOT BE DETERMINED.
 AW6895'
 AW6895'THE MAST IS A SINGLE COLUMN LACED STEEL STRUCTURE SUPPORTED BY GUY
 AW6895'CABLES AND HAS OVER-ALL HEIGHT OF ABOUT 300 FEET.  IT IS PAINTED
 AW6895'ALTERNATE RED AND WHITE.
 AW6895'
 AW6895'THE POINT INTERSECTED WAS THE RED LIGHT ATOP A SLENDER ANTENNA
 AW6895'ATTACHED TO THE TOP OF THE MAST.  (THIS SLENDER ANTENNA IS OFF
 AW6895'CENTER.)
 AW6895
 AW6895                          STATION RECOVERY (1994)
 AW6895
 AW6895'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6895'RECOVERED IN GOOD CONDITION.
 AW6895
 AW6895                          STATION RECOVERY (2004)
 AW6895
 AW6895'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1851 ***********************************************************************
 AW1851  DESIGNATION -  FAIRBANKS SE BASE
 AW1851  PID         -  AW1851
 AW1851  STATE/COUNTY-  TX/HARRIS
 AW1851  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1851
 AW1851                         *CURRENT SURVEY CONTROL
 AW1851  ___________________________________________________________________
 AW1851* NAD 83(1993)-  29 51 43.68561(N)    095 32 42.45744(W)     ADJUSTED  
 AW1851* NAVD 88     -        30.61   (+/-2cm)     100.4    (feet)  VERTCON   
 AW1851  ___________________________________________________________________
 AW1851  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW1851  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW1851
 AW1851  HORZ ORDER  -  SECOND
 AW1851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1851
 AW1851.The horizontal coordinates were established by classical geodetic methods
 AW1851.and adjusted by the National Geodetic Survey in February 1996..
 AW1851
 AW1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1851.The vertical order pertains to the NGVD 29 superseded value.
 AW1851
 AW1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1851
 AW1851.The geoid height was determined by GEOID03.
 AW1851
 AW1851;                    North         East     Units Scale Factor Converg.
 AW1851;SPC TXSC     - 4,229,777.476   933,727.530   MT  0.99990545   +1 41 33.3
 AW1851;SPC TXSC     -13,877,194.94  3,063,404.40   sFT  0.99990545   +1 41 33.3
 AW1851;UTM  15      - 3,306,228.917   254,148.736   MT  1.00034581   -1 16 04.4
 AW1851
 AW1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1851!SPC TXSC     -   0.99999953  x   0.99990545  =   0.99990498
 AW1851!UTM  15      -   0.99999953  x   1.00034581  =   1.00034534
 AW1851
 AW1851|---------------------------------------------------------------------|
 AW1851| PID    Reference Object                     Distance      Geod. Az  |
 AW1851|                                                           dddmmss.s |
 AW1851| AW6916 FAIRBANKS SE BASE OFFSET              7.947 METERS 00635     |
 AW1851| AW6752 HOUSTON RAD STA KLEE N MAST         APPROX.13.1 KM 0605334.3 |
 AW1851| AW6743 HOUSTON RAD STA TGT MAST            APPROX. 8.7 KM 1250342.9 |
 AW1851| AW4597 FAIRBANKS SE BASE RM 1               31.307 METERS 13047     |
 AW1851| AW1802 FAIRBANKS SE BASE RM 2                7.422 METERS 20433     |
 AW1851| AW6892 SOUTHWESTERN BELL TEL CO MAST       APPROX. 5.5 KM 2904808.6 |
 AW1851| AW6893 SATSUMA HUMBLE PIPELINE MAST        APPROX. 8.9 KM 3082732.2 |
 AW1851| AW6891 SATSUMA HUMBLE PIPELINE TANK        APPROX. 7.9 KM 3100733.9 |
 AW1851| AW4600 FAIRBANKS SE BASE AZ                               3130442.6 |
 AW1851| AW1803 FAIRBANKS SE BASE RM 3               19.127 METERS 32541     |
 AW1851|---------------------------------------------------------------------|
 AW1851
 AW1851                          SUPERSEDED SURVEY CONTROL
 AW1851
 AW1851  NAD 83(1986)-  29 51 43.70045(N)    095 32 42.43907(W) AD(       ) 2
 AW1851  NAD 27      -  29 51 42.88857(N)    095 32 41.64536(W) AD(       ) 2
 AW1851  NGVD 29 (??/??/92)   30.601  (m)          100.40   (f) ADJ UNCH    2 0
 AW1851
 AW1851.Superseded values are not recommended for survey control.
 AW1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1851.See file dsdata.txt to determine how the superseded data were derived.
 AW1851
 AW1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5414906229(NAD 83)
 AW1851_MARKER: DB = BENCH MARK DISK
 AW1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1851_STAMPING: FAIRBANKS SE BASE 1952
 AW1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1851
 AW1851  HISTORY     - Date     Condition        Report By
 AW1851  HISTORY     - 1952     MONUMENTED       CGS
 AW1851  HISTORY     - 1954     GOOD             CGS
 AW1851  HISTORY     - 1958     GOOD             HLPCO
 AW1851  HISTORY     - 1962     MARK NOT FOUND   TXHD
 AW1851  HISTORY     - 1964     MARK NOT FOUND   USGS
 AW1851  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AW1851  HISTORY     - 1968     GOOD             NGS
 AW1851  HISTORY     - 1970     GOOD             USGS
 AW1851  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW1851  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1851
 AW1851                          STATION DESCRIPTION
 AW1851
 AW1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW1851'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF THE SOUTHERN
 AW1851'PACIFIC RAILROAD, 13 MILES NORTHWEST OF HOUSTON AND 1.55 MILES
 AW1851'NORTHWEST OF THE POST OFFICE IN FAIRBANKS.  IT IS 60 FEET
 AW1851'WEST OF THE CENTER OF U.S. HIGHWAY 290, 34 FEET EAST OF THE
 AW1851'EAST RAIL OF THE RAILROAD AND 29 FEET SOUTH OF A TELEGRAPH
 AW1851'POLE.  IT IS STAMPED FAIRBANKS SE BASE 1952 AND IS SET FLUSH.
 AW1851'
 AW1851'REFERENCE MARK NO. 1 IS 63 FEET WEST OF THE CENTER OF U.S.
 AW1851'HIGHWAY 290, 31 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 AW1851'AND 1 FOOT NORTH OF A TELEGRAPH POLE.  IT IS STAMPED FAIRBANKS
 AW1851'SE BASE NO 1 1952 AND PROJECTS 8 INCHES.
 AW1851'
 AW1851'REFERENCE MARK NO. 2 IS 84 FEET WEST OF THE CENTER OF U.S.
 AW1851'HIGHWAY 290 AND 11 FEET EAST OF THE EAST RAIL OF THE RAILROAD.
 AW1851'IT IS STAMPED FAIRBANKS SE BASE NO 2 1952 AND IS SET FLUSH.
 AW1851'
 AW1851'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW1851'NO. 2 IS 98.7 FEET.
 AW1851'
 AW1851'THE AZIMUTH MARK IS LOCATED 52 FEET EAST OF THE CENTER OF
 AW1851'U.S. HIGHWAY 290, 31 FEET SOUTH OF A POWER LINE POLE, 1 FOOT
 AW1851'WEST OF A FENCE LINE AND 1 FOOT SOUTHEAST OF A WITNESS POST.
 AW1851'IT IS STAMPED FAIRBANKS SE BASE 1952 AND PROJECTS 7 INCHES.
 AW1851'
 AW1851'TO REACH THE STATION FROM THE POST OFFICE IN FAIRBANKS, GO
 AW1851'NORTHWEST ON U.S. HIGHWAY 290 FOR 1.55 MILES TO THE STATION
 AW1851'ON THE LEFT AS DESCRIBED.  CONTINUE NORTHWEST ON U.S. HIGHWAY
 AW1851'290 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AW1851'
 AW1851'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW1851
 AW1851                          STATION RECOVERY (1954)
 AW1851
 AW1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW1851'1.55 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST
 AW1851'OFFICE AT FAIRBANKS, 60 FEET SOUTHWEST OF THE CENTER LINE
 AW1851'OF THE HIGHWAY, 24 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 AW1851'THE TEXAS AND NEW ORLEANS RAILROAD, MIDWAY BETWEEN 2 WITNESS
 AW1851'POSTS WHICH ARE 3 FEET APART, A TRIANGULATION STATION DISK
 AW1851'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AW1851'GROUND, STAMPED FAIRBANKS S E BASE 1952.
 AW1851'
 AW1851'FAIRBANKS S.E. BASE R.M. 1 IS 103.0 FEET SOUTHEAST OF
 AW1851'TRIANGULATION STATION FAIRBANKS S.E. BASE 1952, 64 FEET
 AW1851'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTHEAST
 AW1851'OF THE NORTHEAST RAIL, 1 FOOT NORTHWEST OF A TELEPHONE POLE,
 AW1851'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW1851'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED FAIRBANKS S E
 AW1851'BASE NO 1 1952.
 AW1851'
 AW1851'FAIRBANKS S.E. BASE R.M. 2 IS 24.5 FEET SOUTHWEST OF TRIANGULATION
 AW1851'STATION FAIRBANKS S.E. BASE 1952, 10.4 FEET NORTHEAST OF THE
 AW1851'NORTHEAST RAIL, A REFERENCE MARK DISK SET IN THE TOP OF A
 AW1851'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED FAIRBANKS
 AW1851'S E BASE NO 2 1952.
 AW1851'
 AW1851'FAIRBANKS S.E. BASE 1952 AZIMUTH IS 0.3 MILE NORTHWEST OF
 AW1851'TRIANGULATION STATION FAIRBANKS S.E. BASE 1952, 52 FEET NORTHEAST
 AW1851'OF THE CENTER LINE OF THE HIGHWAY, 32 FEET SOUTHEAST OF A
 AW1851'POWER POLE, 1.4 FEET SOUTHEAST OF A WITNESS POST, AN AZIMUTH
 AW1851'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AW1851'FOOT ABOVE THE GROUND, STAMPED FAIRBANKS S E BASE 1952.
 AW1851
 AW1851                          STATION RECOVERY (1958)
 AW1851
 AW1851'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1958 (RMM)
 AW1851'I FOUND ALL MONUMENTS (STATION, R.M. NO. 1, R.M. NO. 2, AND
 AW1851'AZ. MONUMENT) IN GOOD CONDITION.  STATION MONUMENT IS
 AW1851'APPROXIMATELY 220 FT. NORTHWEST OF GESSNER ROAD.
 AW1851
 AW1851                          STATION RECOVERY (1962)
 AW1851
 AW1851'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1962 (RJK)
 AW1851'STATION AND R.M. 2 WERE NOT FOUND.  THEY ARE COVERED BY
 AW1851'SHELL DRIVEWAY TO A CAFE.  R.M. 1 AND AZIMUTH MARK WERE
 AW1851'FOUND IN GOOD CONDITION.
 AW1851
 AW1851                          STATION RECOVERY (1964)
 AW1851
 AW1851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AW1851'AZIMUTH MARK WAS FOUND BROKEN LOOSE FROM VERTICAL STEM AND
 AW1851'LYING NEAR DESCRIBED LOCATION.
 AW1851
 AW1851                          STATION RECOVERY (1968)
 AW1851
 AW1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW1851'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 AW1851'WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK WAS FOUND
 AW1851'TO BE ABOUT 26 INCHES BELOW A PAVED AREA AND REFERENCE MARK
 AW1851'1 WAS ABOUT 18 INCHES BELOW THE GROUND.  THE MONUMENT FOR
 AW1851'THE AZIMUTH MARK WAS FOUND BUT THE DISK HAS BEEN TORN OUT.
 AW1851'CARLS BAR-B-Q (FRAME BUILDING) IS NOW AT THE STATION SITE
 AW1851'AND IS SITUATED BETWEEN THE STATION MARK AND REFERENCE MARK
 AW1851'2.  A NEW STATION SURFACE DISK WAS SET AT THE PAVEMENT SURFACE
 AW1851'IN THE PRECISE LOCATION OF THE ORIGINAL SURFACE DISK.  A
 AW1851'NEW AZIMUTH MARK AND REFERENCE MARK 3 WERE ESTABLISHED AT
 AW1851'THIS TIME.  A GEODIMETER TRAVERSE WAS MADE TO STATION
 AW1851'JERSEY.  A NEW DESCRIPTION FOLLOWS.
 AW1851'
 AW1851'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF THE SOUTHERN
 AW1851'PACIFIC RAILROAD, ABOUT 10-1/2 MILES WEST AND 7 MILES NORTH
 AW1851'OF THE CENTER OF HOUSTON, 5-1/2 MILES NORTH OF INTERSTATE
 AW1851'HIGHWAY 10, 0.05 MILE NORTHWEST OF THE INTERSECTION OF U.S.
 AW1851'HIGHWAY 290 AND GESSNER ROAD AND ALONG THE SOUTH SIDE OF
 AW1851'U.S. HIGHWAY 290.
 AW1851'
 AW1851'TO REACH THE STATION FROM THE POST OFFICE IN FAIRBANKS, GO
 AW1851'NORTHWEST ON U.S. HIGHWAY 290 FOR 0.35 MILE TO THE INTERSECTION
 AW1851'OF GESSNER ROAD AND U.S. HIGHWAY 290.  CONTINUE NORTHWEST
 AW1851'ON THE HIGHWAY FOR 0.05 MILE TO THE STATION ON THE LEFT AT
 AW1851'CARLS BAR-B-Q.
 AW1851'
 AW1851'THE STATION MARK IS A STANDARD DISK STAMPED FAIRBANKS SE
 AW1851'BASE 1952 1968, SET IN AN IRREGULAR MASS OF CONCRETE WHICH
 AW1851'IS FLUSH WITH THE PAVED SURFACE.  IT IS 48.2 FEET NORTHWEST
 AW1851'OF THE EAST CORNER OF CARLS BAR-B-Q (FRAME BUILDING), 42 FEET
 AW1851'SOUTHWEST OF THE CENTER OF THE EAST BOUND TRAFFIC LANES OF
 AW1851'U.S. HIGHWAY 290, 9.6 FEET NORTH-NORTHWEST OF THE CENTER
 AW1851'OF A DOORWAY AND 3.8 FEET NORTHEAST OF THE NORTHERN FACE OF
 AW1851'THE FRAME BUILDING.
 AW1851'
 AW1851'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FAIRBANKS SE
 AW1851'BASE NO 1 1952, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 AW1851'MONUMENT WHICH IS 18 INCHES BELOW THE GROUND SURFACE.  IT
 AW1851'IS 54.6 FEET EAST-SOUTHEAST OF THE EAST CORNER OF THE FRAME
 AW1851'BUILDING, 43.6 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE EAST
 AW1851'BOUND TRAFFIC LANES, 17.3 FEET NORTHEAST OF A CHAIN LINK
 AW1851'FENCE AND 4 FEET WEST-NORTHWEST OF A TELEGRAPH POLE.
 AW1851'
 AW1851'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FAIRBANKS SE
 AW1851'BASE NO 2 1952, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 AW1851'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 10.2 FEET
 AW1851'NORTH-NORTHEAST OF THE NORTH AND EAST RAIL OF THE RAILROAD
 AW1851'TRACKS AND 3.4 FEET SOUTH-SOUTHWEST OF THE SOUTHERN FACE OF
 AW1851'CARLS BAR-B-Q (FRAME BUILDING).
 AW1851'
 AW1851'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FAIRBANKS SE
 AW1851'BASE 1952 NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AW1851'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 AW1851'24 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE EAST BOUND TRAFFIC
 AW1851'LANES OF HIGHWAY, 22.3 FEET NORTH-NORTHEAST OF THE NORTH
 AW1851'CORNER OF THE FRAME BUILDING AND 1.6 FEET NORTHEAST OF POWER
 AW1851'LINE POLE NUMBER 5237.
 AW1851'
 AW1851'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FAIRBANKS SE
 AW1851'BASE 1952 AZ 2 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AW1851'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 AW1851'56 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 290, 1.7
 AW1851'FEET SOUTHEAST OF A METAL WITNESS POST AND SET UNDER THE
 AW1851'POWER LINES.
 AW1851
 AW1851                          STATION RECOVERY (1968)
 AW1851
 AW1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW1851'1.55 MI NW FROM FAIRBANKS.
 AW1851'48.2 FEET NORTHWEST OF THE EAST CORNER OF A FRAME BUILDING (CARLS
 AW1851'BAR-B-Q), 42 FEET SOUTHWEST OF THE CENTER OF THE EAST BOUND TRAFFIC
 AW1851'LANES OF U.S. HIGHWAY 290, 9.6 FEET NORTH-NORTHWEST OF THE CENTER OF A
 AW1851'DOORWAY AND 3.8 FEET NORTHEAST OF THE NORTHERN FACE OF THE FRAME
 AW1851'BUILDING.  NOTE-- IT HAS BEEN DIRT FILLED AND A FRAME BUILDING (CARLS
 AW1851'BAR-B-Q) BUILT. THIS MARK WAS FOUND TO BE ABOUT 26 INCHES BELOW A
 AW1851'PAVED AREA.  A NEW SURFACE DISK WAS SET AT THE PAVEMENT SURFACE WHICH
 AW1851'IS STAMPED FAIRBANKS SE BASE 1952 1968, SET IN AN IRREGULAR MASS OF
 AW1851'CONCRETE.
 AW1851
 AW1851                          STATION RECOVERY (1970)
 AW1851
 AW1851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JRM)
 AW1851'FOUND SET IN DRIVEWAY (NOT COVERED).  SINCE STA MK IS
 AW1851'STAMPED 1968 USC AND GS MAY HAVE A REVISED DESCRIPTION.
 AW1851'R.M. 1 NOT RECOVERED.  R.M. 2 POINTS ALMOST DUE NORTH TO
 AW1851'PRESENT STA. MK.
 AW1851'
 AW1851'FAIRBANKS SE BASE AZ MK--NOT RECOVERED AT DESCRIBED POSITION.
 AW1851'MAY HAVE BEEN RESET BY USC AND GS IN 1968 WHEN FAIRBANKS SE BASE
 AW1851'WAS OCCUPIED BY HORIZONTAL CREW.
 AW1851
 AW1851                          STATION RECOVERY (1973)
 AW1851
 AW1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1851'MARK NOT FOUND.
 AW1851
 AW1851                          STATION RECOVERY (1987)
 AW1851
 AW1851'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4597 ***********************************************************************
 AW4597  DESIGNATION -  FAIRBANKS SE BASE RM 1
 AW4597  PID         -  AW4597
 AW4597  STATE/COUNTY-  TX/HARRIS
 AW4597  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4597
 AW4597                         *CURRENT SURVEY CONTROL
 AW4597  ___________________________________________________________________
 AW4597* NAD 83(1986)-  29 51 43.     (N)    095 32 42.     (W)     SCALED    
 AW4597* NAVD 88     -        30.82   (+/-2cm)     101.1    (feet)  VERTCON   
 AW4597  ___________________________________________________________________
 AW4597  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW4597
 AW4597  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4597
 AW4597.The horizontal coordinates were scaled from a topographic map and have
 AW4597.an estimated accuracy of +/- 6 seconds.
 AW4597
 AW4597.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4597.The vertical order pertains to the NGVD 29 superseded value.
 AW4597
 AW4597.The geoid height was determined by GEOID03.
 AW4597
 AW4597;                    North         East    Units  Estimated Accuracy
 AW4597;SPC TXSC     - 4,229,760.      933,740.      MT  (+/- 180 meters Scaled)
 AW4597
 AW4597                          SUPERSEDED SURVEY CONTROL
 AW4597
 AW4597  NGVD 29 (??/??/92)   30.818  (m)          101.11   (f) ADJ UNCH    2 0
 AW4597
 AW4597.Superseded values are not recommended for survey control.
 AW4597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4597.See file dsdata.txt to determine how the superseded data were derived.
 AW4597
 AW4597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP541062(NAD 83)
 AW4597_MARKER: DR = REFERENCE MARK DISK
 AW4597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4597_STAMPING: FAIRBANKS SE BASE NO 1 1952
 AW4597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4597+STABILITY: SURFACE MOTION
 AW4597
 AW4597  HISTORY     - Date     Condition        Report By
 AW4597  HISTORY     - 1952     MONUMENTED       CGS
 AW4597  HISTORY     - 1968     GOOD             NGS
 AW4597  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4597
 AW4597                          STATION DESCRIPTION
 AW4597
 AW4597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AW4597'1.55 MI NW FROM FAIRBANKS.
 AW4597'IT IS 54.6 FEET EAST-SOUTHEAST OF THE EAST CORNER OF A FRAME BUILDING
 AW4597'(CARLS BAR-B-Q), 43.6 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE EAST
 AW4597'BOUND TRAFFIC LANES, 17.3 FEET NORTHEAST OF A CHAIN LINK FENCE, 4 FEET
 AW4597'WEST-NORTHWEST OF A TELEGRAPH POLE AND SET IN THE TOP OF A 12-INCH
 AW4597'SQUARE CONCRETE MONUMENT WHICH IS 18 INCHES BELOW THE GROUND SURFACE.
 AW4597
 AW4597                          STATION RECOVERY (1973)
 AW4597
 AW4597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4598 ***********************************************************************
 AW4598  DESIGNATION -  FAIRBANKS SEB RESET
 AW4598  PID         -  AW4598
 AW4598  STATE/COUNTY-  TX/HARRIS
 AW4598  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4598
 AW4598                         *CURRENT SURVEY CONTROL
 AW4598  ___________________________________________________________________
 AW4598* NAD 83(1986)-  29 51 43.     (N)    095 32 42.     (W)     SCALED    
 AW4598* NAVD 88     -        30.91   (+/-2cm)     101.4    (feet)  VERTCON   
 AW4598  ___________________________________________________________________
 AW4598  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW4598
 AW4598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4598
 AW4598.The horizontal coordinates were scaled from a topographic map and have
 AW4598.an estimated accuracy of +/- 6 seconds.
 AW4598
 AW4598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4598.The vertical order pertains to the NGVD 29 superseded value.
 AW4598
 AW4598.The geoid height was determined by GEOID03.
 AW4598
 AW4598;                    North         East    Units  Estimated Accuracy
 AW4598;SPC TXSC     - 4,229,760.      933,740.      MT  (+/- 180 meters Scaled)
 AW4598
 AW4598                          SUPERSEDED SURVEY CONTROL
 AW4598
 AW4598  NGVD 29 (??/??/92)   30.905  (m)          101.39   (f) ADJ UNCH    2 0
 AW4598
 AW4598.Superseded values are not recommended for survey control.
 AW4598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4598.See file dsdata.txt to determine how the superseded data were derived.
 AW4598
 AW4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP541062(NAD 83)
 AW4598_MARKER: DS = TRIANGULATION STATION DISK
 AW4598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4598_STAMPING: FAIRBANKS SE BASE 1952 1968
 AW4598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4598+STABILITY: SURFACE MOTION
 AW4598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4598+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2004
 AW4598
 AW4598  HISTORY     - Date     Condition        Report By
 AW4598  HISTORY     - 1968     MONUMENTED       CGS
 AW4598  HISTORY     - 1973     GOOD             NGS
 AW4598  HISTORY     - 1978     GOOD             NGS
 AW4598  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 AW4598  HISTORY     - 20040213 GOOD             USPSQD
 AW4598
 AW4598                          STATION DESCRIPTION
 AW4598
 AW4598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4598'0.4 MI NW FROM FAIRBANKS.
 AW4598'ABOUT 0.4 MILE NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW4598'FAIRBANKS, SOUTH OF AND ACROSS FROM THE HIGHWAY FROM A TEXACO SERVICE
 AW4598'STATION, 3.8 FEET NORTHEAST OF THE NORTHEAST FACE OF PAN FRIED CHICKEN
 AW4598'CAFE, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANE OF
 AW4598'THE HIGHWAY, 48.2 FEET NORTHWEST OF THE EAST CORNER OF THE BUILDING,
 AW4598'8.2 FEET NORTH-NORTHWEST OF A DOOR SILL IN THE NORTHEAST ENTRANCE,
 AW4598'62.8 FEET SOUTHEAST OF FAIRBANKS SE BASE RM 3, SET IN THE TOP OF A
 AW4598'CONCRETE POST FLUSH WITH THE ASPHALT PARKING AREA BUILT AROUND THE
 AW4598'MARK.
 AW4598
 AW4598                          STATION RECOVERY (1978)
 AW4598
 AW4598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW4598'RECOVERED IN GOOD CONDITION.
 AW4598
 AW4598                          STATION RECOVERY (1996)
 AW4598
 AW4598'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4598'MARK NOT FOUND.
 AW4598
 AW4598                          STATION RECOVERY (2004)
 AW4598
 AW4598'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW4598'INSIDE INTRANCE TO RAILROAD CROSSING CAFE.  MADE INTO MONUMENT. BIG
 AW4598'BLACK ARROW ON WHITE BACKGROUND THAT POINTS TO BENCHMARK. OWNER PROWD
 AW4598'TO SHOW ME. WELL TAKEN CARE OF, YOU WOULD NOT HAVE FOUNT IT WITHOUT
 AW4598'KNOWING WHERE TO LOOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6878 ***********************************************************************
 AW6878  DESIGNATION -  FAIRCHILDS
 AW6878  PID         -  AW6878
 AW6878  STATE/COUNTY-  TX/FORT BEND
 AW6878  USGS QUAD   -  NEEDVILLE (1980)
 AW6878
 AW6878                         *CURRENT SURVEY CONTROL
 AW6878  ___________________________________________________________________
 AW6878* NAD 83(1993)-  29 25 07.06409(N)    095 45 54.81445(W)     ADJUSTED  
 AW6878* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AW6878  ___________________________________________________________________
 AW6878  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW6878  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6878
 AW6878  HORZ ORDER  -  SECOND
 AW6878
 AW6878.The horizontal coordinates were established by classical geodetic methods
 AW6878.and adjusted by the National Geodetic Survey in February 1996..
 AW6878
 AW6878.The orthometric height was scaled from a topographic map.
 AW6878
 AW6878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6878
 AW6878.The geoid height was determined by GEOID03.
 AW6878
 AW6878;                    North         East     Units Scale Factor Converg.
 AW6878;SPC TXSC     - 4,180,033.070   913,831.817   MT  0.99986431   +1 35 05.1
 AW6878;SPC TXSC     -13,713,991.83  2,998,129.89   sFT  0.99986431   +1 35 05.1
 AW6878;UTM  15      - 3,257,549.206   231,705.254   MT  1.00048829   -1 21 32.6
 AW6878
 AW6878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6878!SPC TXSC     -   1.00000066  x   0.99986431  =   0.99986497
 AW6878!UTM  15      -   1.00000066  x   1.00048829  =   1.00048895
 AW6878
 AW6878|---------------------------------------------------------------------|
 AW6878| PID    Reference Object                     Distance      Geod. Az  |
 AW6878|                                                           dddmmss.s |
 AW6878| CV7144 FAIRCHILDS RM 1                      24.387 METERS 00627     |
 AW6878| CV7145 FAIRCHILDS RM 2                      30.733 METERS 13332     |
 AW6878| CV7143 FAIRCHILDS AZ MK 2                                 1450117.1 |
 AW6878| CV7146 FAIRCHILDS RM 3                      14.064 METERS 21345     |
 AW6878| AW6879 NEEDVILLE MUNICIPAL TANK            APPROX. 7.4 KM 2535751.3 |
 AW6878| CV7142 FAIRCHILDS AZ MK                                   3151544.3 |
 AW6878|---------------------------------------------------------------------|
 AW6878
 AW6878                          SUPERSEDED SURVEY CONTROL
 AW6878
 AW6878  NAD 83(1986)-  29 25 07.07735(N)    095 45 54.79727(W) AD(       ) 2
 AW6878  NAD 27      -  29 25 06.19900(N)    095 45 53.97700(W) AD(       ) 2
 AW6878
 AW6878.Superseded values are not recommended for survey control.
 AW6878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6878.See file dsdata.txt to determine how the superseded data were derived.
 AW6878
 AW6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3170557549(NAD 83)
 AW6878_MARKER: DS = TRIANGULATION STATION DISK
 AW6878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6878
 AW6878  HISTORY     - Date     Condition        Report By
 AW6878  HISTORY     - 1952     MONUMENTED       CGS
 AW6878  HISTORY     - 1957     GOOD             HLPCO
 AW6878  HISTORY     - 1967     SEE DESCRIPTION  CGS
 AW6878  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AW6878  HISTORY     - 19950108 GOOD             USPSQD
 AW6878
 AW6878                          STATION DESCRIPTION
 AW6878
 AW6878'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6878'THE STATION IS LOCATED ABOUT 10.5 MILES SOUTH OF RICHMOND
 AW6878'AND ABOUT 4.0 MILES EAST-NORTHEAST OF NEEDVILLE NEAR THE
 AW6878'WEST END OF A TRIANGULAR PLOT OF GROUND FORMED BY T ROAD
 AW6878'INTERSECTION, 40 FEET EAST OF THE CENTER OF FARM ROAD 361
 AW6878'AND 35 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.  IT IS
 AW6878'STAMPED FAIRCHILDS 1952 AND IS FLUSH WITH THE GROUND SURFACE.
 AW6878'
 AW6878'REFERENCE MARK NO. 1 IS NEAR THE EAST EDGE OF THE TRIANGULAR
 AW6878'PLOT OF GROUND, 15 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 AW6878'GRAVELED ROAD.  IT IS STAMPED FAIRCHILDS NO 1 1952 AND IS
 AW6878'FLUSH WITH THE GROUND SURFACE.
 AW6878'
 AW6878'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 85 FEET
 AW6878'NORTHEAST OF A FENCE CORNER, 67 FEET SOUTH OF THE CENTER
 AW6878'OF AN EAST-WEST GRAVELED ROAD AND 1 FOOT NORTH OF A FENCE
 AW6878'LINE.  IT IS STAMPED FAIRCHILDS NO 2 1952 AND PROJECTS 3 INCHES.
 AW6878'
 AW6878'THE AZIMUTH MARK IS IN THE SOUTHWEST ANGLE OF A T INTERSECTION,
 AW6878'40 FEET WEST OF THE CENTER OF FARM ROAD 361, 26 FEET SOUTH
 AW6878'OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 1 FOOT SOUTH
 AW6878'OF A POWER LINE POLE.  IT IS STAMPED FAIRCHILDS 1952 AND
 AW6878'PROJECTS 6 INCHES.
 AW6878'
 AW6878'P 5 14 (USBR) IS ON THE ROAD RIGHT-OF-WAY, 40 FEET EAST OF
 AW6878'THE CENTER OF FARM ROAD 361 AND 4 FEET SOUTH OF A FENCE
 AW6878'CORNER.  IT IS A STANDARD DISK SET IN THE TOP OF A 6 INCH
 AW6878'SQUARE CONCRETE POST PROJECTING 5 INCHES AND IS STAMPED
 AW6878'P 5 14 45.
 AW6878'
 AW6878'TO REACH THE STATION FROM THE POST OFFICE IN NEEDVILLE,
 AW6878'GO SOUTH FOR 0.4 MILE TO STATE HIGHWAY 36, CONTINUE SOUTH
 AW6878'ON STATE HIGHWAY 36 FOR 0.5 MILE TO A CROSSROAD, TURN LEFT
 AW6878'AND GO EAST-NORTHEAST ON GRAVELED ROAD FOR 3.85 MILES TO
 AW6878'JUNCTION WITH FARM ROAD 361.  TURN RIGHT AND GO SOUTHEAST
 AW6878'ON FARM ROAD 361 FOR 0.95 MILE TO THE AZIMUTH MARK ON RIGHT
 AW6878'AS DESCRIBED, CONTINUE SOUTHEAST FOR 0.3 MILE TO STATION
 AW6878'ON LEFT AS DESCRIBED, CONTINUE SOUTHEAST FOR 0.2 MILE TO
 AW6878'P 5 14 (USBR) ON LEFT.
 AW6878'
 AW6878'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AW6878
 AW6878                          STATION RECOVERY (1957)
 AW6878
 AW6878'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1957 (SET)
 AW6878'ORIGINAL DESCRIPTION GOOD BUT NAMES OF ROADS WILL IMPROVE
 AW6878'IT.  STATION IS LOCATED AT THE INTERSECTION OF F M 361 AND
 AW6878'STAVINOHA - VACOK ROAD.  REFERENCE MARK 1 AND THE SURFACE
 AW6878'MARK FOR THE STATION HAVE BEEN DESTROYED.  FOUND SUB-SURFACE
 AW6878'MARKER, AZIMUTH MARK AND REFERENCE MARK 2 IN GOOD CONDITION.
 AW6878'ALSO FOUND U S B R P 5 - 14 IN GOOD CONDITION.  THE AZIMUTH
 AW6878'MARK AND U S B R MON.  P 5 - 14 ARE GOING TO BE DESTROYED
 AW6878'BY ROAD WIDENING OF F M 361.
 AW6878
 AW6878                          STATION RECOVERY (1967)
 AW6878
 AW6878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (MAS)
 AW6878'STATION (SUBSURFACE) MARK FOUND IN GOOD CONDITION.
 AW6878'
 AW6878'REFERENCE MARK 1, AZIMUTH MARKER AND P-5-14 (USBR) ALL DESTROYED.
 AW6878'
 AW6878'REFERENCE MARK 2 IS IN BUT HAS BEEN DISTURBED.
 AW6878'
 AW6878'DESCRIPTION IN RECOVERY NOTE FOR 1957 BY S.E. THORNTON IS
 AW6878'ADEQUATE.
 AW6878'
 AW6878'NOTE--NEEDVILLE WATER TOWER IS VISIBLE FROM THE GROUND LEVEL
 AW6878'BUT WILL SOON BE OBSTRUCTED BY TREES.
 AW6878
 AW6878                          STATION RECOVERY (1969)
 AW6878
 AW6878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AW6878'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE FOUND
 AW6878'IN GOOD CONDITION.  THE SURFACE STATION MARK, REFERENCE
 AW6878'MARK 1, THE AZIMUTH MARK AND P 5 14 (USBR) WERE DESTROYED
 AW6878'BY ROAD CONSTRUCTION.  A NEW SURFACE STATION MARK, REFERENCE
 AW6878'MARK 3 AND A AZIMUTH MARK WAS ESTABLISHED.  THE ANGLE TO
 AW6878'REFERENCE MARK 2 CHECKED BUT THE DISTANCE WAS FOUND TO BE
 AW6878'IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 AW6878'
 AW6878'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF NEEDVILLE,
 AW6878'1 MILE SOUTHEAST OF THE SMALL SETTLEMENT OF FAIRCHILDS AND
 AW6878'IN A TRIANGLE FORMED BY FARM ROAD 361 AND A GRAVELED ROAD
 AW6878'EAST, 78 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 AW6878'ROAD, 67 FEET NORTHEAST OF THE CENTERLINE OF ROAD 361, 39
 AW6878'FEET SOUTHWEST OF A ROUND TILE CULVERT, 33 FEET NORTHWEST
 AW6878'OF THE CENTERLINE OF THE GRAVELED ROAD EAST AND 1 FOOT NORTH
 AW6878'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 AW6878'AND THE DISK IS STAMPED FAIRCHILDS 1952 1969.
 AW6878'
 AW6878'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 36
 AW6878'AND FARM ROAD 360 AT THE SOUTH EDGE OF NEEDVILLE, GO SOUTHERLY
 AW6878'ON HIGHWAY 36 FOR 0.6 MILE TO A PAVED CROSSROAD.  TURN LEFT
 AW6878'AND GO NORTHEAST ON THE PAVED ROAD FOR 4.0 MILES TO A T-ROAD
 AW6878'INTERSECTION.  TURN RIGHT ON FARM ROAD 361 (PASSING THROUGH
 AW6878'FAIRCHILDS) AND GO SOUTHERLY FOR 1.25 MILES TO THE STATION
 AW6878'ON THE LEFT.
 AW6878'
 AW6878'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 AW6878'ON ROAD 361 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 AW6878'
 AW6878'REFERENCE MARK 2 IS SET IN AN EAST-WEST FENCE LINE, 64 FEET
 AW6878'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 62 FEET
 AW6878'NORTHEAST OF A POWER POLE AND A FENCE CORNER.  THE MONUMENT
 AW6878'PROJECTS 2 INCHES AND THE DISK IS STAMPED FAIRCHILDS NO
 AW6878'2 1952.
 AW6878'
 AW6878'REFERENCE MARK 3 IS 28 FEET NORTHEAST OF THE CENTERLINE OF
 AW6878'ROAD 361, 24 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 AW6878'ROAD EAST AND 1 FOOT NORTHWEST OF A STOP SIGN.  THE MONUMENT
 AW6878'PROJECTS 5 INCHES AND THE DISK IS STAMPED FAIRCHILDS 1952
 AW6878'NO 3 1969.
 AW6878'
 AW6878'THE AZIMUTH MARK IS 77 FEET NORTHWEST OF A POWER POLE, 50
 AW6878'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTHWEST
 AW6878'OF A FENCE CORNER, 1 FOOT NORTHWEST OF A METAL WITNESS POST
 AW6878'AND 1 FOOT SOUTHWEST OF A FENCE.  THE MONUMENT PROJECTS 8
 AW6878'INCHES AND THE DISK IS STAMPED FAIRCHILDS 1952 1969.
 AW6878'
 AW6878'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AW6878'
 AW6878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 AW6878'NORTHEAST OF NEEDVILLE
 AW6878
 AW6878                          STATION RECOVERY (1995)
 AW6878
 AW6878'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1373 ***********************************************************************
 BZ1373  DESIGNATION -  FAIRFIELD FREESTONE CTHSE TANK
 BZ1373  PID         -  BZ1373
 BZ1373  STATE/COUNTY-  TX/FREESTONE
 BZ1373  USGS QUAD   -  FAIRFIELD (1982)
 BZ1373
 BZ1373                         *CURRENT SURVEY CONTROL
 BZ1373  ___________________________________________________________________
 BZ1373* NAD 83(1993)-  31 43 33.37033(N)    096 09 35.43873(W)     ADJUSTED  
 BZ1373* NAVD 88     -                                                        
 BZ1373  ___________________________________________________________________
 BZ1373  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 BZ1373  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ1373
 BZ1373  HORZ ORDER  -  THIRD
 BZ1373
 BZ1373.The horizontal coordinates were established by classical geodetic methods
 BZ1373.and adjusted by the National Geodetic Survey in February 1996..
 BZ1373
 BZ1373
 BZ1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1373
 BZ1373.The geoid height was determined by GEOID03.
 BZ1373
 BZ1373;                    North         East     Units Scale Factor Converg.
 BZ1373;SPC TX C     - 3,235,706.492 1,095,426.641   MT  0.99996151   +2 08 58.5
 BZ1373;SPC TX C     -10,615,813.72  3,593,912.24   sFT  0.99996151   +2 08 58.5
 BZ1373;UTM  14      - 3,513,567.665   769,112.427   MT  1.00049329   +1 29 39.9
 BZ1373
 BZ1373                          SUPERSEDED SURVEY CONTROL
 BZ1373
 BZ1373  NAD 83(1986)-  31 43 33.37936(N)    096 09 35.41973(W) AD(       ) 4
 BZ1373  NAD 27      -  31 43 32.77000(N)    096 09 34.52900(W) AD(       ) 3
 BZ1373
 BZ1373.Superseded values are not recommended for survey control.
 BZ1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1373.See file dsdata.txt to determine how the superseded data were derived.
 BZ1373
 BZ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA6911213568(NAD 83)
 BZ1373_MARKER: 51 = TANK
 BZ1373
 BZ1373  HISTORY     - Date     Condition        Report By
 BZ1373  HISTORY     - 1935     FIRST OBSERVED   CGS
 BZ1373  HISTORY     - 20020824 POOR             USPSQD
 BZ1373
 BZ1373                          STATION DESCRIPTION
 BZ1373
 BZ1373'DESCRIBED BY US POWER SQUADRON 2002 (RTK)
 BZ1373'THERE IS A BUILDING AT THIS SITE NOW.  COULD NOT FIND TANK OR
 BZ1373'FOUNDATIONS.  RTK 8-24-02
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1375 ***********************************************************************
 BZ1375  DESIGNATION -  FAIRFIELD MAGNETIC STA
 BZ1375  PID         -  BZ1375
 BZ1375  STATE/COUNTY-  TX/FREESTONE
 BZ1375  USGS QUAD   -  FAIRFIELD (1982)
 BZ1375
 BZ1375                         *CURRENT SURVEY CONTROL
 BZ1375  ___________________________________________________________________
 BZ1375* NAD 83(1993)-  31 43 32.16621(N)    096 09 34.80279(W)     ADJUSTED  
 BZ1375* NAVD 88     -       144.59   (+/-2cm)     474.4    (feet)  VERTCON   
 BZ1375  ___________________________________________________________________
 BZ1375  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 BZ1375  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ1375
 BZ1375  HORZ ORDER  -  FIRST
 BZ1375  VERT ORDER  -  THIRD ? (See Below)
 BZ1375
 BZ1375.The horizontal coordinates were established by classical geodetic methods
 BZ1375.and adjusted by the National Geodetic Survey in February 1996..
 BZ1375
 BZ1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1375.The vertical order pertains to the NGVD 29 superseded value.
 BZ1375
 BZ1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1375
 BZ1375.The geoid height was determined by GEOID03.
 BZ1375
 BZ1375;                    North         East     Units Scale Factor Converg.
 BZ1375;SPC TX C     - 3,235,670.060 1,095,444.761   MT  0.99996144   +2 08 58.9
 BZ1375;SPC TX C     -10,615,694.19  3,593,971.69   sFT  0.99996144   +2 08 58.9
 BZ1375;UTM  14      - 3,513,531.009   769,130.139   MT  1.00049341   +1 29 40.2
 BZ1375
 BZ1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1375!SPC TX C     -   0.99998130  x   0.99996144  =   0.99994274
 BZ1375!UTM  14      -   0.99998130  x   1.00049341  =   1.00047470
 BZ1375
 BZ1375:                Primary Azimuth Mark                     Grid Az
 BZ1375:SPC TX C     -  FAIRFIELD MAG STA AZ MK                  021 43 26.4
 BZ1375:UTM  14      -  FAIRFIELD MAG STA AZ MK                  022 22 45.1
 BZ1375
 BZ1375|---------------------------------------------------------------------|
 BZ1375| PID    Reference Object                     Distance      Geod. Az  |
 BZ1375|                                                           dddmmss.s |
 BZ1375| CV7574 FAIRFIELD MAG STA AZ MK                            0235225.3 |
 BZ1375| CV7575 FAIRFIELD MAG STA RM 1               27.639 METERS 02548     |
 BZ1375| CV7576 FAIRFIELD MAG STA RM 2               34.336 METERS 25451     |
 BZ1375| BZ1373 FAIRFIELD FREESTONE CTHSE TANK       40.691 METERS 33542     |
 BZ1375|---------------------------------------------------------------------|
 BZ1375
 BZ1375                          SUPERSEDED SURVEY CONTROL
 BZ1375
 BZ1375  NAD 83(1986)-  31 43 32.17524(N)    096 09 34.78379(W) AD(       ) 1
 BZ1375  NAD 27      -  31 43 31.56600(N)    096 09 33.89300(W) AD(       ) 1
 BZ1375  NGVD 29 (07/19/86)  144.58   (m)          474.3    (f) LEVELING    3  
 BZ1375
 BZ1375.Superseded values are not recommended for survey control.
 BZ1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1375.See file dsdata.txt to determine how the superseded data were derived.
 BZ1375
 BZ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA6913013531(NAD 83)
 BZ1375_MARKER: DM = MAGNETIC STATION DISK
 BZ1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1375
 BZ1375  HISTORY     - Date     Condition        Report By
 BZ1375  HISTORY     - 1935     MONUMENTED       CGS
 BZ1375  HISTORY     - 1937     GOOD             TXHD
 BZ1375  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1375
 BZ1375                          STATION DESCRIPTION
 BZ1375
 BZ1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BZ1375'THIS STATION IS IN THE TOWN OF FAIRFIELD, IN THE SE PART OF THE
 BZ1375'FREESTONE COUNTY COURTHOUSE SQUARE.  THE COURTHOUSE SQUARE
 BZ1375'IS IN THE CENTER OF TOWN BOUNDED ON THE N BY MAIN STREET,
 BZ1375'ON THE S BY COMMERCE STREET, ON THE E BY KEECHI STREET, AND ON
 BZ1375'THE W BY MOUNT STREET.  THE STATION IS ON THE LAWN, 57.5 FEET
 BZ1375'SE OF THE SE CORNER OF THE COURTHOUSE, 40.5 FEET W OF THE
 BZ1375'W CURB OF KEECHI STREET, AND 65 FEET N OF THE N CURB OF
 BZ1375'COMMERCE STREET (STATE HIGHWAY 7).
 BZ1375'
 BZ1375'THE SURFACE MARK IS A STANDARD U.S.C. AND G. SURVEY MAGNETIC
 BZ1375'STATION DISK SET IN A 15-INCH SQUARE CONCRETE POST.  THE MARK IS
 BZ1375'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK WAS FOUND
 BZ1375'SET FIRMLY IN THE GROUND BUT WAS REPORTED TO HAVE BEEN MOVED
 BZ1375'FROM ITS ORIGINAL POSITION.
 BZ1375'
 BZ1375'THE UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BZ1375'BRONZE DISKS SET IN CONCRETE.
 BZ1375'
 BZ1375'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 0.5 FOOT W OF THE
 BZ1375'W CURB OF KEECHI STREET, AND 82 FEET ESE OF THE NE CORNER OF THE
 BZ1375'COURTHOUSE, AND PROJECTS 5 INCHES ABOVE THE SURFACE.  REFERENCE
 BZ1375'MARK NO. 2 IS WSW OF THE STATION, ON THE COURTHOUSE LAWN,
 BZ1375'0.5 FOOT E OF THE E END OF THE BRICK FOUNDATION OF A GUN
 BZ1375'MONUMENT, 66 FEET S OF THE S SIDE OF THE COURTHOUSE, AND 19
 BZ1375'FEET W OF THE W SIDE OF THE CONCRETE SIDEWALK LEADING FROM
 BZ1375'COMMERCE STREET TO THE COURTHOUSE, AND PROJECTS 4 INCHES ABOVE
 BZ1375'THE SURFACE.
 BZ1375'
 BZ1375'AZIMUTH MARK IS NNE OF THE STATION, IN THE SW CORNER OF THE
 BZ1375'YARD OF THE SNEED ESTATE, AND AT THE NE CORNER OF THE INTERSECTION
 BZ1375'OF THE FIRST STREET E OF KEECHI STREET, AND THE THIRD STREET
 BZ1375'N OF COMMERCE STREET (STATE HIGHWAY 7).  IT IS 30 FEET E OF
 BZ1375'THE CENTER LINE OF THE N-S STREET AND 18 FEET N OF THE CENTER
 BZ1375'LINE OF THE E-W STREET, AND PROJECTS 8 INCHES ABOVE THE SURFACE.
 BZ1375'
 BZ1375'A 77-FOOT TOWER WAS USED.
 BZ1375
 BZ1375                          STATION RECOVERY (1937)
 BZ1375
 BZ1375'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1375'DESCRIPTION OF STATION SATISFACTORY.  STATION, REFERENCE,
 BZ1375'AND AZIMUTH MARKS RECOVERED, AND IN GOOD CONDITION.
 BZ1375
 BZ1375                          STATION RECOVERY (2002)
 BZ1375
 BZ1375'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ1375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1374 ***********************************************************************
 BZ1374  DESIGNATION -  FAIRFIELD MUNICIPAL TANK
 BZ1374  PID         -  BZ1374
 BZ1374  STATE/COUNTY-  TX/FREESTONE
 BZ1374  USGS QUAD   -  FAIRFIELD (1982)
 BZ1374
 BZ1374                         *CURRENT SURVEY CONTROL
 BZ1374  ___________________________________________________________________
 BZ1374* NAD 83(1993)-  31 43 28.24481(N)    096 09 36.08725(W)     ADJUSTED  
 BZ1374* NAVD 88     -                                                        
 BZ1374  ___________________________________________________________________
 BZ1374  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 BZ1374  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ1374
 BZ1374  HORZ ORDER  -  THIRD
 BZ1374
 BZ1374.The horizontal coordinates were established by classical geodetic methods
 BZ1374.and adjusted by the National Geodetic Survey in February 1996..
 BZ1374
 BZ1374
 BZ1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1374
 BZ1374.The geoid height was determined by GEOID03.
 BZ1374
 BZ1374;                    North         East     Units Scale Factor Converg.
 BZ1374;SPC TX C     - 3,235,548.100 1,095,415.502   MT  0.99996120   +2 08 58.2
 BZ1374;SPC TX C     -10,615,294.06  3,593,875.69   sFT  0.99996120   +2 08 58.2
 BZ1374;UTM  14      - 3,513,409.327   769,099.470   MT  1.00049321   +1 29 39.3
 BZ1374
 BZ1374                          SUPERSEDED SURVEY CONTROL
 BZ1374
 BZ1374  NAD 83(1986)-  31 43 28.25376(N)    096 09 36.06853(W) AD(       ) 4
 BZ1374  NAD 27      -  31 43 27.64800(N)    096 09 35.17400(W) AD(       ) 3
 BZ1374
 BZ1374.Superseded values are not recommended for survey control.
 BZ1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1374.See file dsdata.txt to determine how the superseded data were derived.
 BZ1374
 BZ1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA6909913409(NAD 83)
 BZ1374_MARKER: 53 = ELEVATED TANK
 BZ1374
 BZ1374  HISTORY     - Date     Condition        Report By
 BZ1374  HISTORY     - 1946     FIRST OBSERVED   CGS
 BZ1374  HISTORY     - 20020824 POOR             USPSQD
 BZ1374
 BZ1374                          STATION DESCRIPTION
 BZ1374
 BZ1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BZ1374'LOCATED 1/2 BLOCK SOUTH OF HIGHWAY 84 IN ABOUT THE CENTER
 BZ1374'OF TOWN.
 BZ1374'
 BZ1374'THE TANK IS 30 FEET HIGH, PAINTED ALUMINUM, WITH THE NAME
 BZ1374'FAIRFIELD IN LARGE BLACK LETTERS ON THE EAST AND WEST SIDES.
 BZ1374'IT IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE 100 FEET HIGH,
 BZ1374'PAINTED BLACK.
 BZ1374'
 BZ1374'THE POINT OBSERVED UPON WAS THE SMALL BALL ON THE TOP CENTER
 BZ1374'OF THE TANK.
 BZ1374
 BZ1374                          STATION RECOVERY (2002)
 BZ1374
 BZ1374'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ1374'THE TANK AND FOUR LEGS SUPPORTING THE TANK WERE NOT AT THIS SITE.  WE
 BZ1374'DID FIND THE FOUNDATIONS FOR THE LEGS FOR THE TANK AT THIS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0220 ***********************************************************************
 BZ0220  DESIGNATION -  FAIRFIELD RESET 1935
 BZ0220  PID         -  BZ0220
 BZ0220  STATE/COUNTY-  TX/FREESTONE
 BZ0220  USGS QUAD   -  FAIRFIELD (1982)
 BZ0220
 BZ0220                         *CURRENT SURVEY CONTROL
 BZ0220  ___________________________________________________________________
 BZ0220* NAD 83(1986)-  31 43 33.     (N)    096 09 34.     (W)     SCALED    
 BZ0220* NAVD 88     -       144.605  (meters)     474.42   (feet)  ADJUSTED  
 BZ0220  ___________________________________________________________________
 BZ0220  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ0220  DYNAMIC HT  -         144.432 (meters)     473.86  (feet)  COMP
 BZ0220  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BZ0220
 BZ0220  VERT ORDER  -  SECOND    CLASS 0
 BZ0220
 BZ0220.The horizontal coordinates were scaled from a topographic map and have
 BZ0220.an estimated accuracy of +/- 6 seconds.
 BZ0220
 BZ0220.The orthometric height was determined by differential leveling
 BZ0220.and adjusted by the National Geodetic Survey in June 1991..
 BZ0220
 BZ0220.The geoid height was determined by GEOID03.
 BZ0220
 BZ0220.The dynamic height is computed by dividing the NAVD 88
 BZ0220.geopotential number by the normal gravity value computed on the
 BZ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0220.degrees latitude (g = 980.6199 gals.).
 BZ0220
 BZ0220.The modeled gravity was interpolated from observed gravity values.
 BZ0220
 BZ0220;                    North         East    Units  Estimated Accuracy
 BZ0220;SPC TX C     - 3,235,700.    1,095,470.      MT  (+/- 180 meters Scaled)
 BZ0220
 BZ0220                          SUPERSEDED SURVEY CONTROL
 BZ0220
 BZ0220  NGVD 29 (??/??/92)  144.59   (m)          474.4    (f) COMPUTED    2 0
 BZ0220
 BZ0220.Superseded values are not recommended for survey control.
 BZ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0220.See file dsdata.txt to determine how the superseded data were derived.
 BZ0220
 BZ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA691135(NAD 83)
 BZ0220_MARKER: DB = BENCH MARK DISK
 BZ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0220_STAMPING: FAIRFIELD 1935
 BZ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0220+STABILITY: SURFACE MOTION
 BZ0220
 BZ0220  HISTORY     - Date     Condition        Report By
 BZ0220  HISTORY     - 1935     MONUMENTED       CGS
 BZ0220  HISTORY     - 1947     GOOD             NGS
 BZ0220  HISTORY     - 1958     GOOD             NGS
 BZ0220  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0220
 BZ0220                          STATION DESCRIPTION
 BZ0220
 BZ0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0220'IN FAIRFIELD.
 BZ0220'AT FAIRFIELD, IN THE COURT HOUSE YARD, 57.8 FEET SOUTHEAST OF THE
 BZ0220'SOUTHEAST CORNER OF THE COURT HOUSE, 0.7 FOOT SOUTHWEST OF THE
 BZ0220'SOUTHWEST EDGE OF A CONCRETE WALK LEADING TO THE COURT HOUSE, 90.7
 BZ0220'FEET SOUTHWEST OF REFERENCE MARK FAIRFIELD NO 1, 112.7 FEET EAST OF
 BZ0220'REFERENCE MARK FAIRFIELD NO 2, A BRONZE MAGNETIC STATION DISK SET IN A
 BZ0220'CONCRETE POST, ABOUT FLUSH WITH THE TOP OF THE GROUND.
 BZ0220
 BZ0220                          STATION RECOVERY (1958)
 BZ0220
 BZ0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BZ0220'RECOVERED IN GOOD CONDITION.
 BZ0220
 BZ0220                          STATION RECOVERY (2002)
 BZ0220
 BZ0220'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0221 ***********************************************************************
 BZ0221  DESIGNATION -  FAIRFIELD RM 1
 BZ0221  PID         -  BZ0221
 BZ0221  STATE/COUNTY-  TX/FREESTONE
 BZ0221  USGS QUAD   -  FAIRFIELD (1982)
 BZ0221
 BZ0221                         *CURRENT SURVEY CONTROL
 BZ0221  ___________________________________________________________________
 BZ0221* NAD 83(1986)-  31 43 33.     (N)    096 09 34.     (W)     SCALED    
 BZ0221* NAVD 88     -       144.335  (meters)     473.54   (feet)  ADJUSTED  
 BZ0221  ___________________________________________________________________
 BZ0221  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ0221  DYNAMIC HT  -         144.162 (meters)     472.97  (feet)  COMP
 BZ0221  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BZ0221
 BZ0221  VERT ORDER  -  SECOND    CLASS 0
 BZ0221
 BZ0221.The horizontal coordinates were scaled from a topographic map and have
 BZ0221.an estimated accuracy of +/- 6 seconds.
 BZ0221
 BZ0221.The orthometric height was determined by differential leveling
 BZ0221.and adjusted by the National Geodetic Survey in June 1991..
 BZ0221
 BZ0221.The geoid height was determined by GEOID03.
 BZ0221
 BZ0221.The dynamic height is computed by dividing the NAVD 88
 BZ0221.geopotential number by the normal gravity value computed on the
 BZ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0221.degrees latitude (g = 980.6199 gals.).
 BZ0221
 BZ0221.The modeled gravity was interpolated from observed gravity values.
 BZ0221
 BZ0221;                    North         East    Units  Estimated Accuracy
 BZ0221;SPC TX C     - 3,235,700.    1,095,470.      MT  (+/- 180 meters Scaled)
 BZ0221
 BZ0221                          SUPERSEDED SURVEY CONTROL
 BZ0221
 BZ0221  NGVD 29 (??/??/92)  144.326  (m)          473.51   (f) ADJ UNCH    2 0
 BZ0221
 BZ0221.Superseded values are not recommended for survey control.
 BZ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0221.See file dsdata.txt to determine how the superseded data were derived.
 BZ0221
 BZ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA691135(NAD 83)
 BZ0221_MARKER: DR = REFERENCE MARK DISK
 BZ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0221_STAMPING: FAIRFIELD NO 1 1935
 BZ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0221+STABILITY: SURFACE MOTION
 BZ0221
 BZ0221  HISTORY     - Date     Condition        Report By
 BZ0221  HISTORY     - 1935     MONUMENTED       CGS
 BZ0221  HISTORY     - 1947     GOOD             NGS
 BZ0221  HISTORY     - 1958     GOOD             NGS
 BZ0221  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0221
 BZ0221                          STATION DESCRIPTION
 BZ0221
 BZ0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0221'IN FAIRFIELD.
 BZ0221'AT FAIRFIELD, IN THE COURT HOUSE YARD, 81.4 FEET EAST OF THE EAST WALL
 BZ0221'OF THE COURT HOUSE, 11.9 FEET NORTH OF THE NORTH EDGE OF A CONCRETE
 BZ0221'WALK LEADING TO THE COURT HOUSE, 0.8 FOOT WEST OF A CONCRETE CURB,
 BZ0221'186.0 FEET EAST NORTHEAST OF REFERENCE MARK FAIRFIELD NO 2, 90.7 FEET
 BZ0221'NORTHEAST OF FAIRFIELD MAGNETIC STATION, A BRONZE REFERENCE MARK DISK
 BZ0221'SET IN A CONCRETE POST AND PROJECTING 0.5 FOOT.
 BZ0221
 BZ0221                          STATION RECOVERY (1958)
 BZ0221
 BZ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BZ0221'RECOVERED IN GOOD CONDITION.
 BZ0221
 BZ0221                          STATION RECOVERY (2002)
 BZ0221
 BZ0221'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0222 ***********************************************************************
 BZ0222  DESIGNATION -  FAIRFIELD RM 2
 BZ0222  PID         -  BZ0222
 BZ0222  STATE/COUNTY-  TX/FREESTONE
 BZ0222  USGS QUAD   -  FAIRFIELD (1982)
 BZ0222
 BZ0222                         *CURRENT SURVEY CONTROL
 BZ0222  ___________________________________________________________________
 BZ0222* NAD 83(1986)-  31 43 32.     (N)    096 09 35.     (W)     SCALED    
 BZ0222* NAVD 88     -       144.510  (meters)     474.11   (feet)  ADJUSTED  
 BZ0222  ___________________________________________________________________
 BZ0222  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 BZ0222  DYNAMIC HT  -         144.337 (meters)     473.55  (feet)  COMP
 BZ0222  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BZ0222
 BZ0222  VERT ORDER  -  SECOND    CLASS 0
 BZ0222
 BZ0222.The horizontal coordinates were scaled from a topographic map and have
 BZ0222.an estimated accuracy of +/- 6 seconds.
 BZ0222
 BZ0222.The orthometric height was determined by differential leveling
 BZ0222.and adjusted by the National Geodetic Survey in June 1991..
 BZ0222
 BZ0222.The geoid height was determined by GEOID03.
 BZ0222
 BZ0222.The dynamic height is computed by dividing the NAVD 88
 BZ0222.geopotential number by the normal gravity value computed on the
 BZ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0222.degrees latitude (g = 980.6199 gals.).
 BZ0222
 BZ0222.The modeled gravity was interpolated from observed gravity values.
 BZ0222
 BZ0222;                    North         East    Units  Estimated Accuracy
 BZ0222;SPC TX C     - 3,235,670.    1,095,440.      MT  (+/- 180 meters Scaled)
 BZ0222
 BZ0222                          SUPERSEDED SURVEY CONTROL
 BZ0222
 BZ0222  NGVD 29 (??/??/92)  144.502  (m)          474.09   (f) ADJ UNCH    2 0
 BZ0222
 BZ0222.Superseded values are not recommended for survey control.
 BZ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0222.See file dsdata.txt to determine how the superseded data were derived.
 BZ0222
 BZ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA691135(NAD 83)
 BZ0222_MARKER: DR = REFERENCE MARK DISK
 BZ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0222_STAMPING: FAIRFIELD NO 2 1935
 BZ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0222+STABILITY: SURFACE MOTION
 BZ0222
 BZ0222  HISTORY     - Date     Condition        Report By
 BZ0222  HISTORY     - 1935     MONUMENTED       CGS
 BZ0222  HISTORY     - 1947     GOOD             NGS
 BZ0222  HISTORY     - 1958     GOOD             NGS
 BZ0222  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0222
 BZ0222                          STATION DESCRIPTION
 BZ0222
 BZ0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0222'IN FAIRFIELD.
 BZ0222'AT FAIRFIELD, IN THE COURT HOUSE YARD, 66.0 FEET SOUTH OF THE SOUTH
 BZ0222'WALL OF THE COURT HOUSE, 18.5 FEET WEST OF THE WEST EDGE OF A CONCRETE
 BZ0222'WALK LEADING TO THE COURT HOUSE, 0.7 FOOT EAST OF THE EAST EDGE OF THE
 BZ0222'CONCRETE MOUNTING FOR AN OLD ANTIQUE CANNON, 186.0 FEET WEST SOUTHWEST
 BZ0222'OF REFERENCE MARK FAIRFIELD NO 1, 112.7 FEET WEST OF FAIRFIELD
 BZ0222'MAGNETIC STATION, A BRONZE REFERENCE MARK DISK SET IN A CONCRETE POST
 BZ0222'AND PROJECTING 0.1 FOOT.
 BZ0222
 BZ0222                          STATION RECOVERY (1958)
 BZ0222
 BZ0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BZ0222'RECOVERED IN GOOD CONDITION.
 BZ0222
 BZ0222                          STATION RECOVERY (2002)
 BZ0222
 BZ0222'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6363 ***********************************************************************
 AW6363  DESIGNATION -  FAIRMONT MUNICIPAL TANK
 AW6363  PID         -  AW6363
 AW6363  STATE/COUNTY-  TX/HARRIS
 AW6363  USGS QUAD   -  LA PORTE (1982)
 AW6363
 AW6363                         *CURRENT SURVEY CONTROL
 AW6363  ___________________________________________________________________
 AW6363* NAD 83(1993)-  29 39 25.16674(N)    095 04 22.84752(W)     ADJUSTED  
 AW6363* NAVD 88     -                                                        
 AW6363  ___________________________________________________________________
 AW6363  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AW6363  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW6363
 AW6363  HORZ ORDER  -  THIRD
 AW6363
 AW6363.The horizontal coordinates were established by classical geodetic methods
 AW6363.and adjusted by the National Geodetic Survey in February 1996..
 AW6363
 AW6363
 AW6363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6363
 AW6363.The geoid height was determined by GEOID03.
 AW6363
 AW6363;                    North         East     Units Scale Factor Converg.
 AW6363;SPC TXSC     - 4,208,492.096   980,079.151   MT  0.99987898   +1 55 26.0
 AW6363;SPC TXSC     -13,807,361.15  3,215,476.35   sFT  0.99987898   +1 55 26.0
 AW6363;UTM  15      - 3,282,574.654   299,356.171   MT  1.00009675   -1 01 33.9
 AW6363
 AW6363                          SUPERSEDED SURVEY CONTROL
 AW6363
 AW6363  NAD 83(1986)-  29 39 25.18261(N)    095 04 22.82811(W) AD(       ) 4
 AW6363  NAD 27      -  29 39 24.35220(N)    095 04 22.08168(W) AD(       ) 3
 AW6363
 AW6363.Superseded values are not recommended for survey control.
 AW6363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6363.See file dsdata.txt to determine how the superseded data were derived.
 AW6363
 AW6363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9935682575(NAD 83)
 AW6363_MARKER: 53 = ELEVATED TANK
 AW6363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6363+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2004
 AW6363
 AW6363  HISTORY     - Date     Condition        Report By
 AW6363  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6363  HISTORY     - 19940219 GOOD             USPSQD
 AW6363  HISTORY     - 20040326 GOOD             USPSQD
 AW6363
 AW6363                          STATION DESCRIPTION
 AW6363
 AW6363'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6363'THE STATION IS LOCATED IN THE FAIRMONT ADDITTION, ABOUT 3
 AW6363'MILES EAST OF LA PORTE, ABOUT 0.5 MILE SOUTH-SOUTHWEST OF
 AW6363'THE LA PORTE AIRPORT AND 0.1 MILE SOUTH OF THE INTERSECTION
 AW6363'OF LAKE TRAIL ROAD AND COLLINGWOOD ROAD.
 AW6363'
 AW6363'IT IS A 6 LEGGED STEEL STRUCTURE WITH A WATER TANK ON TOP,
 AW6363'AND HAS A RED LIGHT ON THE TOP AND ABOUT 150 HIGH, PAINTED
 AW6363'WHITE AN FAIRMONT IN RED LETTERS.  POINT INTERSECTIONED WAS
 AW6363'CENTER OF RED LIGHT ON TOP.
 AW6363
 AW6363                          STATION RECOVERY (1994)
 AW6363
 AW6363'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6363'RECOVERED IN GOOD CONDITION.
 AW6363
 AW6363                          STATION RECOVERY (2004)
 AW6363
 AW6363'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0115 ***********************************************************************
 AH0115  HT_MOD      -  This is a Height Modernization Survey Station.
 AH0115  DESIGNATION -  FAIRVIEW
 AH0115  PID         -  AH0115
 AH0115  STATE/COUNTY-  TX/NUECES
 AH0115  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0115
 AH0115                         *CURRENT SURVEY CONTROL
 AH0115  ___________________________________________________________________
 AH0115* NAD 83(1993)-  27 48 16.73271(N)    097 26 52.40275(W)     ADJUSTED  
 AH0115* NAVD 88     -        12.93   (meters)      42.4    (feet)  GPS OBS   
 AH0115  ___________________________________________________________________
 AH0115  X           -    -731,838.573 (meters)                     COMP
 AH0115  Y           -  -5,598,205.642 (meters)                     COMP
 AH0115  Z           -   2,957,367.175 (meters)                     COMP
 AH0115  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AH0115  ELLIP HEIGHT-         -13.56  (meters)          (06/17/02) GPS OBS
 AH0115  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH0115
 AH0115  HORZ ORDER  -  A
 AH0115  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0115  ELLP ORDER  -  FIFTH     CLASS I
 AH0115
 AH0115.The horizontal coordinates were established by GPS observations
 AH0115.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 AH0115
 AH0115.The orthometric height was determined by GPS observations and a
 AH0115.high-resolution geoid model using precise GPS observation and
 AH0115.processing techniques.
 AH0115.The vertical order pertains to the NGVD 29 superseded value.
 AH0115
 AH0115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH0115
 AH0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0115
 AH0115.The ellipsoidal height was determined by GPS observations
 AH0115.and is referenced to NAD 83.
 AH0115
 AH0115.The geoid height was determined by GEOID03.
 AH0115
 AH0115;                    North         East     Units Scale Factor Converg.
 AH0115;SPC TX S     - 5,237,310.550   403,671.627   MT  0.99999286   +0 28 39.6
 AH0115;SPC TX S     -17,182,743.03  1,324,379.33   sFT  0.99999286   +0 28 39.6
 AH0115;SPC TXSC     - 3,997,835.613   752,971.503   MT  1.00021632   +0 45 37.4
 AH0115;SPC TXSC     -13,116,232.34  2,470,374.01   sFT  1.00021632   +0 45 37.4
 AH0115;UTM  14      - 3,076,528.668   652,892.371   MT  0.99988854   +0 43 26.9
 AH0115
 AH0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0115!SPC TX S     -   1.00000213  x   0.99999286  =   0.99999499
 AH0115!SPC TXSC     -   1.00000213  x   1.00021632  =   1.00021845
 AH0115!UTM  14      -   1.00000213  x   0.99988854  =   0.99989067
 AH0115
 AH0115:                Primary Azimuth Mark                     Grid Az
 AH0115:SPC TX S     -  CORPUS CHRISTI SOU ALKALI STK            057 22 33.0
 AH0115:SPC TXSC     -  CORPUS CHRISTI SOU ALKALI STK            057 05 35.2
 AH0115:UTM  14      -  CORPUS CHRISTI SOU ALKALI STK            057 07 45.7
 AH0115
 AH0115|---------------------------------------------------------------------|
 AH0115| PID    Reference Object                     Distance      Geod. Az  |
 AH0115|                                                           dddmmss.s |
 AH0115| AH1345 CORPUS CHRISTI SOU ALKALI STK       APPROX. 1.9 KM 0575112.6 |
 AH0115| AH1342 CORPUS CHRI NUECES PWR W STK        APPROX. 3.2 KM 0584722.6 |
 AH0115| AH1361 CORPUS CHRI NUECES PWR E STK        APPROX. 3.2 KM 0592833.8 |
 AH0115| AH1198 INGLESIDE MUNICIPAL TANK            APPROX.24.6 KM 0695528.4 |
 AH0115| AH1357 CORPUS CHRISTI PORT TANK            APPROX. 5.1 KM 0814600.9 |
 AH0115| AH1377 CORPUS CHRI ARANSAS COMP CO TK      APPROX. 5.1 KM 0824406.9 |
 AH0115| AH0116 FAIRVIEW RM 1                        28.720 METERS 09755     |
 AH0115| AH1370 CORPUS CHRI PLAZA HOTEL ELEV        APPROX. 5.1 KM 1001000.1 |
 AH0115| AH1338 CORPUS CHRISTI CATH HI CROSS        APPROX. 5.2 KM 1024238.4 |
 AH0115| AH1364 CORPUS CHRISTI S RANKIN ST TK       APPROX. 4.3 KM 1040247.7 |
 AH0115| AH1355 CORPUS CHRISTI CEN L AND P STK      APPROX. 5.4 KM 1041353.1 |
 AH0115| AH1351 CORPUS CHRI SACRED HDT CATH CH      APPROX. 4.5 KM 1060849.1 |
 AH0115| AH1362 CORPUS CHRISTI PORT COMP CO TK      APPROX. 3.5 KM 1203013.0 |
 AH0115| AH1363 CORPUS CHRISTI 12TH ST MUN TK       APPROX. 5.2 KM 1251025.9 |
 AH0115| AH1344 CORPUS CHR RABBIT RD INCIN STK      APPROX. 4.1 KM 1410828.0 |
 AH0115| AH0329 MAUS                                APPROX. 3.7 KM 1675015.9 |
 AH0115| AH1353 CORPUS CHRI MAUS APT CONT TR        APPROX. 3.9 KM 1721647.5 |
 AH0115| AH0114 FAIRVIEW AZ MK                                     1853138.6 |
 AH0115| AH1365 CORPUS CHRI RAD STA KSIX TOWER      APPROX. 0.6 KM 2513110.6 |
 AH0115| AH1561 CLARKWOOD MUNICIPAL TANK            APPROX. 9.0 KM 2552527.7 |
 AH0115| AH1563 ROBSTOWN MUNICIPAL TANK             APPROX.21.3 KM 2650830.0 |
 AH0115| AH0117 FAIRVIEW RM 3                        20.683 METERS 28816     |
 AH0115| AH1366 CORPUS CHRISTI AMER SMELT TK        APPROX. 1.7 KM 2984212.5 |
 AH0115| AH1369 CORPUS CHRISTI AMER SMELT STK       APPROX. 2.1 KM 2994104.8 |
 AH0115| AH1368 CORPUS CHRI RAD STA KEYS TOWER      APPROX. 1.3 KM 3085046.7 |
 AH0115| CV3172 FAIRVIEW RM 2                                      33722     |
 AH0115| AN2149 SINTON MUNICIPAL TANK               APPROX.27.1 KM 3464817.8 |
 AH0115|---------------------------------------------------------------------|
 AH0115
 AH0115                          SUPERSEDED SURVEY CONTROL
 AH0115
 AH0115  NAD 83(1993)-  27 48 16.73253(N)    097 26 52.40241(W) AD(       ) 1
 AH0115  ELLIP H (02/16/96)  -13.43   (m)                       GP(       ) 5 1
 AH0115  NAD 83(1986)-  27 48 16.73927(N)    097 26 52.38129(W) AD(       ) 1
 AH0115  NAD 83(1986)-  27 48 16.74226(N)    097 26 52.38358(W) AD(       ) 1
 AH0115  NAD 27      -  27 48 15.64900(N)    097 26 51.41000(W) AD(       ) 1
 AH0115  NGVD 29 (??/??/92)   13.26   (m)           43.5    (f) COMPUTED    1 2
 AH0115
 AH0115.Superseded values are not recommended for survey control.
 AH0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0115.See file dsdata.txt to determine how the superseded data were derived.
 AH0115
 AH0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5289276529(NAD 83)
 AH0115_MARKER: DS = TRIANGULATION STATION DISK
 AH0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0115_SP_SET: CONCRETE POST
 AH0115_STAMPING: FAIRVIEW 1931
 AH0115_MARK LOGO: CGS   
 AH0115_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0115+STABILITY: SURFACE MOTION
 AH0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0115+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 AH0115
 AH0115  HISTORY     - Date     Condition        Report By
 AH0115  HISTORY     - 1931     MONUMENTED       CGS
 AH0115  HISTORY     - 1934     GOOD             CGS
 AH0115  HISTORY     - 1937     GOOD             TXHD
 AH0115  HISTORY     - 1937     GOOD             TXRD
 AH0115  HISTORY     - 1948     GOOD             CGS
 AH0115  HISTORY     - 1949     GOOD             CGS
 AH0115  HISTORY     - 1949     GOOD             CGS
 AH0115  HISTORY     - 1951     GOOD             CGS
 AH0115  HISTORY     - 1959     GOOD             NGS
 AH0115  HISTORY     - 1964     GOOD             CGS
 AH0115  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0115  HISTORY     - 1979     GOOD             NGS
 AH0115  HISTORY     - 1980     GOOD             TXHD
 AH0115  HISTORY     - 19910322 GOOD             TE
 AH0115  HISTORY     - 20050201 GOOD             CCTI
 AH0115
 AH0115                          STATION DESCRIPTION
 AH0115
 AH0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AH0115'ABOUT 3 MILES W OF CORPUS CHRISTI, IN THE REAR OF THE GROUNDS
 AH0115'OF THE FAIRVIEW SCHOOL, 283 FEET S OF THE BRICK SCHOOL BUILDING
 AH0115'AND IN THE SW CORNER OF THE GROUNDS, 32.5 FEET NE OF SW
 AH0115'CORNER OF FENCE, 24.3 FEET N OF S FENCE, AND 23.0 FEET E OF
 AH0115'W FENCE.
 AH0115'
 AH0115'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 AH0115'IN CONCRETE.  UPPER MARK IS FLUSH WITH SURFACE.
 AH0115'
 AH0115'REFERENCE MARK 1 PROJECTS ABOUT 2 INCHES ABOVE GROUND, IS 11.00
 AH0115'FEET SE OF THE SE CORNER OF THE OLD (WOODEN) SCHOOL BUILDING,
 AH0115'0.95 FOOT W OF THE E FENCE, IN THE SAME PART OF THE GROUNDS
 AH0115'AS THE STATION, AND 94.32 FEET THEREFROM IN AZIMUTH 278 DEG.
 AH0115'
 AH0115'REFERENCE MARK 2 PROJECTS ABOUT 2 INCHES ABOVE GROUND, IS IN
 AH0115'THE SW CORNER OF THE FIRST RIGHT-ANGLE CROSSROADS W OF THE
 AH0115'FAIRVIEW SCHOOL, 39 FEET W OF THE CENTER LINE OF SHELL ROAD
 AH0115'LEADING S, 29 FEET S OF THE CENTER LINE OF THE PAVED HIGHWAY
 AH0115'LEADING W, AND APPROXIMATELY 0.15 MILE FROM STATION IN AZIMUTH
 AH0115'157 DEG 21 MIN 34 SEC.
 AH0115
 AH0115                          STATION RECOVERY (1934)
 AH0115
 AH0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AH0115'MARK IS IN GOOD CONDITION.  STATION IS 10 FEET W OF THE LINE
 AH0115'OF THE E SIDE OF THE MAIN BRICK BUILDING, 23.9 FEET N OF THE
 AH0115'S FENCE, AND 22.5 FEET E OF THE W FENCE.
 AH0115'
 AH0115'REFERENCE MARK 1 IS IN GOOD CONDITION.
 AH0115'
 AH0115'REFERENCE MARK 2 WAS NOT SEARCHED FOR.
 AH0115'
 AH0115'TO REACH STATION FROM CORPUS CHRISTI, GO W ON LEOPARD STREET
 AH0115'TO THE FAIR MAID BAKERY WHICH IS JUST OUTSIDE THE W CITY LIMITS
 AH0115'AND A BLOCK E OF A LARGE BRICK HIGH SCHOOL.  TURN S HERE ON
 AH0115'SHELL ROAD 0.15 MILE FROM LEOPARD STREET, THEN W 1.8 MILES TO
 AH0115'THE FAIRVIEW SCHOOL WHICH IS ON THE S SIDE OF THE CORPUS
 AH0115'CHRISTI-CALALLEN PAVED HIGHWAY.
 AH0115
 AH0115                          STATION RECOVERY (1937)
 AH0115
 AH0115'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AH0115'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AH0115'THERE IS NOW A GROUP OF OIL STORAGE TANKS JUST W OF THE STATION.
 AH0115'THE FENCE WHICH SURROUNDS THESE IS 8 FEET W OF THE STATION.
 AH0115
 AH0115                          STATION RECOVERY (1937)
 AH0115
 AH0115'RECOVERY NOTE BY TEXAS RECLAMATION DEPARTMENT 1937
 AH0115'ALL MARKS RECOVERED IN GOOD CONDITION.
 AH0115
 AH0115                          STATION RECOVERY (1948)
 AH0115
 AH0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (APR)
 AH0115'STATION WAS RECOVERED IN GOOD CONDITION.  R.M. 2, 1931, WAS
 AH0115'REMOVED AND RESET IN 1948.  A NEW DESCRIPTION FOLLOWS--
 AH0115'
 AH0115'STATION IS NEAR THE SE CORNER OF THE FAIRVIEW SCHOOL GROUNDS,
 AH0115'IN THE W EDGE OF CORPUS CHRISTI, ABOUT 3 MILES W OF THE CENTER
 AH0115'OF THE CITY, 284 FEET S OF THE S EDGE OF THE BRICK SCHOOL
 AH0115'BUILDING, AND IS USED AS HOME PLATE FOR THE SCHOOL BASEBALL
 AH0115'DIAMOND.  IT IS A BRONZE DISK, STAMPED FAIRVIEW 1931, SET IN
 AH0115'A CONCRETE MONUMENT 14 INCHES SQUARE AND FLUSH WITH THE GROUND.
 AH0115'
 AH0115'R.M. 1 IS A BRONZE DISK, STAMPED FAIRVIEW 1931 NO 1, SET IN
 AH0115'A CONCRETE MONUMENT 10 INCHES SQUARE AND PROJECTS 2 INCHES.
 AH0115'IT IS E OF THE STATION, IN THE TREE ROW, AND IS 11 FEET SE
 AH0115'OF THE SE CORNER OF THE OLD FRAME SCHOOL BUILDING.
 AH0115'
 AH0115'R.M. 3 IS A BRONZE DISK, STAMPED FAIRVIEW 1948 NO 3, SET IN
 AH0115'A CONCRETE MONUMENT 10 INCHES SQUARE AND PROJECTS ABOUT 6
 AH0115'INCHES.  IT IS W OF THE STATION.
 AH0115'
 AH0115'TO REACH THE STATION, GO W ON LEOPARD AVENUE FROM THE WHITE
 AH0115'PLAZA HOTEL ON HIGHWAY 9 FOR 2.2 MILES, THEN TURN RIGHT AT
 AH0115'THE INTERSECTION AND GO W ON SHELL ROAD 1.4 MILES TO FAIRVIEW
 AH0115'SCHOOL ON THE LEFT OR S SIDE OF SHELL ROAD, THEN S ABOUT 0.1
 AH0115'MILE TO THE STATION.
 AH0115
 AH0115                          STATION RECOVERY (1949)
 AH0115
 AH0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0115'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND ARE
 AH0115'IN GOOD CONDITION.
 AH0115'
 AH0115'AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  IT IS APPARENT
 AH0115'THAT REFERENCE MARK NO. 2 WAS FOUND, RESET, AND RESTAMPED,
 AH0115'PRIOR TO THIS DATE.
 AH0115'
 AH0115'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 AH0115'
 AH0115'THE STATION IS LOCATED ABOUT 5 MILES EAST OF CLARKWOOD, ABOUT
 AH0115'3 MILES WEST OF CORPUS CHRISTI, ABOUT 285 FEET SOUTH OF THE
 AH0115'FAIRVIEW SCHOOL (NOW NAMED ALICE BORDEN SAVAGE SCHOOL) AND
 AH0115'IS AT THE SOUTHEAST CORNER OF THE SCHOOL YARD.  IT IS STAMPED
 AH0115'FAIRVIEW 1931 AND PROJECTS 2 INCHES ABOVE THE GROUND.
 AH0115'
 AH0115'REFERENCE MARK NO. 1 IS 11 FEET SOUTHEAST OF THE SOUTHEAST
 AH0115'CORNER OF THE OLD SCHOOL BUILDING.  IT IS STAMPED FAIRVIEW
 AH0115'NO 1 1931 AND PROJECTS 4 INCHES.
 AH0115'
 AH0115'REFERENCE MARK NO. 3 IS THE RESET MARK AND IS ALONG THE SOUTH
 AH0115'EDGE OF THE SCHOOL YARD.  IT IS STAMPED FAIRVIEW NO 3 1948
 AH0115'AND PROJECTS 7 INCHES.
 AH0115'
 AH0115'THE AZIMUTH MARK IS 0.6 MILE SOUTH OF THE STATION, 58 FEET
 AH0115'NORTH OF THE CENTER OF STATE HIGHWAY 9, 42 FEET EAST OF A
 AH0115'GRAVELED ROAD AND 2 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 AH0115'FAIRVIEW 1949 AND PROJECTS 3 INCHES.
 AH0115'
 AH0115'TO REACH THE STATION FROM THE CLARKWOOD MUNICIPAL WATER TANK, GO
 AH0115'EAST ON STATE HIGHWAY 44 FOR 5.2 MILES TO A CROSSROAD AND THE
 AH0115'CITY ICE PLANT ON THE LEFT, TURN LEFT AND GO NORTH FOR 0.8
 AH0115'MILE TO STATE ROUTE 9, CONTINUE STRAIGHT AHEAD ACROSS HIGHWAY
 AH0115'AND GO 0.2 MILE, TURN RIGHT AND GO 0.2 MILE.  THENCE LEFT AND
 AH0115'FOLLOW MAIN TRAVELED ROAD FOR 0.45 MILE TO A T-INTERSECTION,
 AH0115'TURN RIGHT AND GO 0.1 MILE TO THE SCHOOL AND THE STATION ON
 AH0115'THE RIGHT AS DESCRIBED.  THE AZIMUTH MARK IS REACHED FROM THE
 AH0115'CAUTION LIGHT JUST EAST OF THE SCHOOL, BY GOING SOUTH ON A
 AH0115'GRAVELED ROAD FOR 0.6 MILE TO STATE HIGHWAY 9 AND THE MARK
 AH0115'ON THE LEFT AS DESCRIBED.
 AH0115'
 AH0115'A 60 FOOT SIGNAL AT MAUS IS VISIBLE AT 20 FEET.
 AH0115'
 AH0115'A 60 FOOT SIGNAL AT CUDDIHY IS VISIBLE AT 37 FEET.
 AH0115'
 AH0115'AN 87 FOOT SIGNAL AT PETRONILLA IS VISIBLE AT 50 FEET.
 AH0115'
 AH0115'AN 87 FOOT SIGNAL AT ROGERS 2 IS VISIBLE AT 50 FEET.
 AH0115'
 AH0115'A 74 FOOT SIGNAL AT KALETA 1905 IS VISIBLE AT 37 FEET.
 AH0115'
 AH0115'A 35 FOOT SIGNAL AT MC GLOINS BLUFF 1860 IS VISIBLE AT 64 FEET.
 AH0115'
 AH0115'AN 87 FOOT SIGNAL AT KLEPAC IS VISIBLE AT 20 FEET.
 AH0115
 AH0115                          STATION RECOVERY (1949)
 AH0115
 AH0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH0115'THE STATION, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK
 AH0115'WERE RECOVERED IN GOOD CONDITION.
 AH0115'
 AH0115'THE 1949 REVISED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 AH0115'ADDITIONS--
 AH0115'
 AH0115'1.  THE STATION IS 75 FT. W OF THE MOST SOUTHERLY FREEING
 AH0115'HEDGELINE, EAST OF THE STATION, 25 FT NW OF A GROUP OF SALT
 AH0115'CEDARS, 12 FT. N OF THE BACKSTOP OF THE SCHOOL BASEBALL
 AH0115'FIELD AND THE STATION MONUMENT IS USED FOR HOME PLATE.
 AH0115'
 AH0115'THE DESCRIPTION OF R.M. 1 IS ADEQUATE EXCEPT THAT THE OLD
 AH0115'WOODEN BUILDING REFFERED TO HAS BEEN REMOVED.
 AH0115'
 AH0115'THE DESCRIPTIONS OF R.M. 3 AND THE AZIMUTH MARK ARE ADEQUATE
 AH0115'AND COMPLETE.
 AH0115'
 AH0115'THE DISTANCES TO THE R.M.S WERE VERIFIED.
 AH0115
 AH0115                          STATION RECOVERY (1951)
 AH0115
 AH0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AH0115'2.0 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION
 AH0115'AT CORPUS CHRISTI, THENCE 0.05 MILE NORTH ALONG THE OLD
 AH0115'ROBSTOWN ROAD, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED
 AH0115'ROAD CALLED BALDWIN SPUR, THENCE 0.7 MILE NORTHWEST ALONG
 AH0115'BALDWIN BOULEVARD, THENCE 0.85 MILE NORTH ALONG NAVIGATION
 AH0115'BOULEVARD, ON THE PLAYGROUND OF THE SAVAGE SCHOOL, 279 FEET
 AH0115'SOUTHWEST OF THE SOUTH CORNER OF THE TWO STORY SCHOOL BUILDING,
 AH0115'254 FEET SOUTH OF THE SOUTH CORNER OF A ONE STORY SCHOOL
 AH0115'BUILDING, 14 FEET NORTH OF THE WIRE BACK STOP OF THE BASEBALL
 AH0115'FIELD, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 AH0115'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED
 AH0115'FAIRVIEW 1931.
 AH0115'
 AH0115'FAIRVIEW R.M. 1 IS 94.4 FEET EAST OF TRIANGULATION STATION
 AH0115'FAIRVIEW 1931, ON THE PLAYGROUND OF THE SAVAGE SCHOOL, 20
 AH0115'FEET SOUTH OF A 4 FOOT WOVEN WIRE FENCE, 3 FEET NORTHEAST
 AH0115'OF A 16 INCH TREE, A REFERENCE MARK DISK SET IN THE TOP OF A
 AH0115'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED
 AH0115'FAIRVIEW NO 1 1931.
 AH0115'
 AH0115'FAIRVIEW R.M. 3 IS 68 FEET WEST OF TRIANGULATION STATION
 AH0115'FAIRVIEW 1931, ON THE PLAYGROUND OF THE SAVAGA SCHOOL, A
 AH0115'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AH0115'PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED FAIRVIEW NO 3
 AH0115'1948.
 AH0115'
 AH0115'FAIRVIEW AZIMUTH 1949 IS 0.6 MILE SOUTH OF TRIANGULATION
 AH0115'STATION FAIRVIEW 1931, AT THE JUNCTION OF NAVIGATION BOULEVARD
 AH0115'AND STATE HIGHWAY 9, 57 FEET NORTH OF THE CENTER LINE OF THE
 AH0115'HIGHWAY, 41 FEET EAST OF THE CENTER LINE OF NAVIGATION BOULEVARD,
 AH0115'22 FEET NORTHEAST OF THE EAST END OF THE MOST NORTHERLY ONE
 AH0115'OF 2 24 INCH CONCRETE PIPE CULVERTS UNDER NAVIGATION BOULEVARD,
 AH0115'4 FEET EAST OF THE 5TH PALM TREE WEST OF THE EAST END OF A
 AH0115'ROW OF PALM TREES, 2 FEET WEST OF A WITNESS POST, AN AZIMUTH
 AH0115'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AH0115'0.4 FOOT ABOVE THE GROUND, STAMPED FAIRVIEW 1949.
 AH0115'
 AH0115'ALL MARKS ARE IN GOOD CONDITION.
 AH0115
 AH0115                          STATION RECOVERY (1959)
 AH0115
 AH0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0115'3.9 MI NW FROM CORPUS CHRISTI.
 AH0115'2.0 MILES WEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AH0115'CORPUS CHRISTI, NUECES COUNTY, THENCE 0.05 MILE NORTH ALONG THE OLD
 AH0115'ROBSTOWN ROAD, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED ROAD CALLED
 AH0115'BALDWIN SPUR, 0.7 MILE NORTHWEST ALONG BALDWIN BOULEVARD, 0.85 MILE
 AH0115'NORTH ALONG NAVIGATION BOULEVARD, ON THE PLAYGROUND OF THE SAVAGE
 AH0115'SCHOOL, 279 FEET SOUTHWEST OF THE SOUTH CORNER OF THE TWO STORY SCHOOL
 AH0115'BUILDING, 254 FEET SOUTH OF THE SOUTH CORNER OF A ONE STORY SCHOOL
 AH0115'BUILDING, 14 FEET NORTH OF THE WIRE BACK STOP OF THE BASEBALL FIELD,
 AH0115'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 AH0115'GROUND.
 AH0115
 AH0115                          STATION RECOVERY (1964)
 AH0115
 AH0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH0115'THE STATION, REFERENCE MARKS NO. 1 AND NO. 3 WERE RECOVERED
 AH0115'IN GOOD CONDITION AS DESCRIBED BY DARLING IN 1951.  THE
 AH0115'DESCRIPTION IS ADEQUATE.
 AH0115
 AH0115                          STATION RECOVERY (1978)
 AH0115
 AH0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0115'NOT RECOVERED THIS DATE.
 AH0115
 AH0115                          STATION RECOVERY (1979)
 AH0115
 AH0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH0115'STATION, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND IN GOOD
 AH0115'CONDITION, THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AH0115'
 AH0115'THE STATION MARK IS 285 FEET SOUTH OF A TWO STORY SCHOOL BUILDING,
 AH0115'254 FEET OF A ONE STORY BUILDING, 14 FEET NORTH OF A BASE BALL BACK
 AH0115'STOP, AND THE STATION MARK IS USED FOR THE HOME PLATE, FLUSH
 AH0115'WITH THE SURFACE OF THE GROUND, STAMPED FAIRVIEW 1931.
 AH0115'
 AH0115'REFERENCE MARK 1 IS 20 FEET SOUTH OF A FENCE, ABOUT 3 FEET
 AH0115'NORTHEAST OF A 20 INCH TREE.  PROJECTS ABOUT 4 INCHES AND IS STAMPED
 AH0115'FAIRVIEW NO 1 1931.
 AH0115'
 AH0115'REFERENCE MARK 3 IS WEST OF STATION MARK IN SCHOOL YARD, PROJECTING
 AH0115'ABOUT 6 INCHES AND STAMPED FAIRVIEW NO 3 1948.
 AH0115'
 AH0115'TO REACH THE STATION FROM CLARKWOOD MUN WATER TANK, GO EAST ON
 AH0115'STATE HIGHWAY 44 FOR 5.2 MILES TO THE CITY ICE PLANT ON THE LEFT AND
 AH0115'CROSS ROAD.  TURN LEFT NORTH, FOR 0.8 MILE TO STATE ROUTE 9,
 AH0115'CONTINUE AHEAD FOR 0.2 MILE.  TURN RIGHT FOR 0.2 MILE.  TURN LEFT
 AH0115'AND GO 0.45 MILE TO A T-INTERSECTION, TURN RIGHT AND GO 0.1 MILE TO
 AH0115'THE SCHOOL BUILDINGS AND THE STATION IN THE SOUTHEAST PART OF
 AH0115'SCHOOL GROUNDS, AT THE BASE BALL FIELD.
 AH0115'
 AH0115'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 AH0115'CLARKWOOD.
 AH0115
 AH0115                          STATION RECOVERY (1980)
 AH0115
 AH0115'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1980
 AH0115'FAIRVIEW RECOVERED GOOD.
 AH0115'
 AH0115'REFERENCE MARK RECOVERED GOOD.
 AH0115'
 AH0115'DISTANCE AND DIRECTION FROM NEAREST TOWN--CORPUS CHRISTI, TEXAS.
 AH0115
 AH0115                          STATION RECOVERY (1991)
 AH0115
 AH0115'RECOVERY NOTE BY THOMPSON ENGINEERING 1991
 AH0115'RECOVERED IN GOOD CONDITION. STATION IS NOW INSIDE A CONSTRUCTION
 AH0115'COMPANYS STORAGE YARD. NO CHECK ON REFERENCE MARKS.  STATION WAS
 AH0115'OCCUPIED USING GPS.
 AH0115
 AH0115                          STATION RECOVERY (2005)
 AH0115
 AH0115'RECOVERY NOTE BY C AND C TECHNOLOGIES INCORPORATED 2005 (JEW)
 AH0115'RECOVERY NOTE BY C AND C TECHNOLOGIES 2005 (CCTI)RECOVERED WITH
 AH0115'FOLLOWING  CORRECTIONS TO THE DESCRIPTION.
 AH0115' 
 AH0115'THE STATION CAN BE REACHED FROM THE INTERSECTION OF INTERSTATE 37 AND
 AH0115'STATE ROAD 358  BY TRAVELING EAST ALONG INTERSTATE 37 FOR APPROXIMATLY
 AH0115'2.4 KM (1.5 MILES) TO EXIT NUMBER 2  OR UP RIVER ROAD.  EXIT
 AH0115'INTERSTATE 37 AND TURN LEFT ONTO UP RIVER ROAD.  FOLLOW UP RIVER  ROAD
 AH0115'TO THE NORTH WEST FOR APPROXIMATLY 0.5 KM (0.3 MILES) TO CANTWELL
 AH0115'LANE.  TURN LEFT  ONTO CANTWELL LANE AND FOLLOW IT TO THE SOUTHWEST
 AH0115'FOR APPROXIMATLY 140 METERS (460  FEET) TO A PRIVATE BUSINESS JV
 AH0115'SPECIALTY SERVICES ON THE RIGHT.  THE STATION IS LOCATED IN A  STORAGE
 AH0115'YARD BEHIND THE BUILDING AND CAN ONY BE ACCESSED THROUGH A LOCKED GATE
 AH0115'DURING NORMAL WORKING HOURS.  THE STATION IS NOW APPROXIMATLY 0.5
 AH0115'METERS (1.5 FEET)  BELOW NATURAL GROUND.  A NEW CARSONITE WITNESS POST
 AH0115'WAS SET 0.5 METERS (1.5 FEET) EAST  OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2693 ***********************************************************************
 AX2693  DESIGNATION -  FAIRVIEW
 AX2693  PID         -  AX2693
 AX2693  STATE/COUNTY-  TX/WHARTON
 AX2693  USGS QUAD   -  EL CAMPO (1981)
 AX2693
 AX2693                         *CURRENT SURVEY CONTROL
 AX2693  ___________________________________________________________________
 AX2693* NAD 83(1993)-  29 15 00.31130(N)    096 16 19.57460(W)     ADJUSTED  
 AX2693* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 AX2693  ___________________________________________________________________
 AX2693  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AX2693  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX2693
 AX2693  HORZ ORDER  -  SECOND
 AX2693
 AX2693.The horizontal coordinates were established by classical geodetic methods
 AX2693.and adjusted by the National Geodetic Survey in February 1996..
 AX2693
 AX2693.The orthometric height was scaled from a topographic map.
 AX2693
 AX2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2693
 AX2693.The geoid height was determined by GEOID03.
 AX2693
 AX2693;                    North         East     Units Scale Factor Converg.
 AX2693;SPC TXSC     - 4,160,105.601   865,100.856   MT  0.99986433   +1 20 11.2
 AX2693;SPC TXSC     -13,648,613.13  2,838,251.73   sFT  0.99986433   +1 20 11.2
 AX2693;UTM  14      - 3,238,778.747   765,107.514   MT  1.00046734   +1 20 01.3
 AX2693
 AX2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2693!SPC TXSC     -   0.99999847  x   0.99986433  =   0.99986280
 AX2693!UTM  14      -   0.99999847  x   1.00046734  =   1.00046581
 AX2693
 AX2693|---------------------------------------------------------------------|
 AX2693| PID    Reference Object                     Distance      Geod. Az  |
 AX2693|                                                           dddmmss.s |
 AX2693| CV7148 FAIRVIEW RM 1                        26.846 METERS 01658     |
 AX2693| AX2689 EL CAMPO ELEC COOP MST KKC 387      APPROX. 5.1 KM 1614257.8 |
 AX2693| AX2690 EL CAMPO RADIO STA KULP MAST        APPROX. 4.5 KM 1701157.9 |
 AX2693| CV7149 FAIRVIEW RM 2                        43.313 METERS 25728     |
 AX2693| CV7147 FAIRVIEW AZ MK                                     2855058.6 |
 AX2693| AX2703 EL CAMPO DOW METER STA MAST         APPROX. 1.3 KM 3030443.8 |
 AX2693| AX2704 EL CAMPO TRANS MW MAST KKE 233      APPROX. 3.8 KM 3334158.2 |
 AX2693|---------------------------------------------------------------------|
 AX2693
 AX2693                          SUPERSEDED SURVEY CONTROL
 AX2693
 AX2693  NAD 83(1986)-  29 15 00.32450(N)    096 16 19.56004(W) AD(       ) 2
 AX2693  NAD 27      -  29 14 59.42558(N)    096 16 18.68824(W) AD(       ) 2
 AX2693
 AX2693.Superseded values are not recommended for survey control.
 AX2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2693.See file dsdata.txt to determine how the superseded data were derived.
 AX2693
 AX2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6510838779(NAD 83)
 AX2693_MARKER: DS = TRIANGULATION STATION DISK
 AX2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2693
 AX2693  HISTORY     - Date     Condition        Report By
 AX2693  HISTORY     - 1954     MONUMENTED       CGS
 AX2693
 AX2693                          STATION DESCRIPTION
 AX2693
 AX2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2693'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF WHARTON, 5 MILES
 AX2693'NORTH OF EL CAMPO AND IN A SMALL GRASSY AREA JUST NORTH OF THE
 AX2693'LAKEVIEW CEMETERY.
 AX2693'
 AX2693'TO REACH THE STATION FROM THE POST OFFICE IN EL CAMPO, GO NORTHWEST
 AX2693'ON STATE HIGHWAY 71 FOR 4.0 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT
 AX2693'AND GO 0.9 MILE TO A T-INTERSECTION.  HERE TURN RIGHT, EAST, FOLLOW
 AX2693'GRADED ROAD FOR 1.6 MILE TO A T-INTERSECTION.  KEEP THE LEFT FORK,
 AX2693'STRAIGHT AHEAD, EAST FOR 0.1 MILE TO TRACK ROAD RIGHT LEADING
 AX2693'INTO THE LAKEVIEW CEMETERY AND THE STATION SITE.  TO REACH THE
 AX2693'AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRADED ROAD
 AX2693'PREVIOUSLY TRAVELED TO THE STATION FOR 0.4 MILE TO THE MARK ON THE
 AX2693'LEFT ON HIGHWAY PROPERTY.
 AX2693'
 AX2693'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2693'FLUSH.  IT IS 70 FEET NORTH OF THE NORTH EDGE OF THE CEMETERY, 53
 AX2693'FEET SOUTH OF THE CENTERLINE OF GRADED ROAD, 46 FEET WEST OF THE
 AX2693'CENTERLINE OF THE CEMETERY ROAD AND 3 FEET SOUTHEAST OF A WITNESS
 AX2693'POST.  THE MARK IS STAMPED FAIRVIEW 1954.
 AX2693'
 AX2693'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2693'PROJECTING 3 INCHES.  IT IS 107 FEET EAST OF A CATTLE GUARD AND
 AX2693'DRIVEWAY, 43 FEET EAST OF POWER POLE CO-OP 6, 33 FEET NORTH OF THE
 AX2693'CENTERLINE OF A GRADED ROAD AND 1 FOOT SOUTH OF THE ROAD
 AX2693'RIGHT-OF-WAY FENCELINE.  THE MARK IS STAMPED FIARVIEW NO 1 1954.
 AX2693'
 AX2693'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2693'PROJECTING 6 INCHES.  IT IS 128 FEET SOUTH OF THE CENTERLINE OF THE
 AX2693'ROAD, 1 FOOT NORTH OF THE NORTHEAST CORNER FENCE POST OF A GUARD
 AX2693'FENCE AROUND A GAS WELL AREA AND AT THE EXTREME NORTHWEST EDGE OF
 AX2693'THE CEMETERY.  THE MARK IS STAMPED FAIRVIEW NO 2 1954.
 AX2693'
 AX2693'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 AX2693'PROJECTING 8 INCHES.  IT IS 46 FEET EAST OF THE CENTERLINE OF A
 AX2693'PRIVATE DRIVEWAY, 35 FEET SOUTH OF THE CENTERLINE OF THE GRADED
 AX2693'ROAD, 2 FEET NORTH OF A T-TYPE FENCE INTERSECTION, 2 FEET SOUTH OF A
 AX2693'WITNESS POST AND 1 FOOT NORTH OF THE ROAD RIGHT-OF-WAY FENCELINE.
 AX2693'THE MARK IS STAMPED FAIRVIEW 1954.
 AX2693'
 AX2693'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1312 ***********************************************************************
 DN1312  DESIGNATION -  FAIRVIEW
 DN1312  PID         -  DN1312
 DN1312  STATE/COUNTY-  TX/DENTON
 DN1312  USGS QUAD   -  MOUNTAIN SPRINGS (1978)
 DN1312
 DN1312                         *CURRENT SURVEY CONTROL
 DN1312  ___________________________________________________________________
 DN1312* NAD 83(1993)-  33 24 07.75719(N)    097 04 05.74264(W)     ADJUSTED  
 DN1312* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 DN1312  ___________________________________________________________________
 DN1312  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 DN1312  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN1312
 DN1312  HORZ ORDER  -  THIRD
 DN1312
 DN1312.The horizontal coordinates were established by classical geodetic methods
 DN1312.and adjusted by the National Geodetic Survey in February 1996..
 DN1312
 DN1312.The orthometric height was scaled from a topographic map.
 DN1312
 DN1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1312
 DN1312.The geoid height was determined by GEOID03.
 DN1312
 DN1312;                    North         East     Units Scale Factor Converg.
 DN1312;SPC TXNC     - 2,193,357.146   733,171.630   MT  0.99989127   +0 46 51.1
 DN1312;SPC TXNC     - 7,196,039.24  2,405,413.92   sFT  0.99989127   +0 46 51.1
 DN1312;UTM  14      - 3,697,538.848   679,645.340   MT  0.99999790   +1 03 49.4
 DN1312
 DN1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1312!SPC TXNC     -   0.99996978  x   0.99989127  =   0.99986106
 DN1312!UTM  14      -   0.99996978  x   0.99999790  =   0.99996768
 DN1312
 DN1312|---------------------------------------------------------------------|
 DN1312| PID    Reference Object                     Distance      Geod. Az  |
 DN1312|                                                           dddmmss.s |
 DN1312| CY1799 FAIRVIEW RM 1                        12.332 METERS 03921     |
 DN1312| CY1798 FAIRVIEW AZ MK                                     0581234.2 |
 DN1312| DN1184 PILOT POINT MUNICIPAL TANK          APPROX.10.0 KM 0943131.5 |
 DN1312| CY1800 FAIRVIEW RM 2                         8.948 METERS 31636     |
 DN1312|---------------------------------------------------------------------|
 DN1312
 DN1312                          SUPERSEDED SURVEY CONTROL
 DN1312
 DN1312  NAD 83(1993)-  33 24 07.75746(N)    097 04 05.73548(W) AD(       ) 3
 DN1312  NAD 83(1986)-  33 24 07.76225(N)    097 04 05.73023(W) AD(       ) 3
 DN1312  NAD 27      -  33 24 07.34900(N)    097 04 04.69670(W) AD(       ) 3
 DN1312
 DN1312.Superseded values are not recommended for survey control.
 DN1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1312.See file dsdata.txt to determine how the superseded data were derived.
 DN1312
 DN1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7964597539(NAD 83)
 DN1312_MARKER: DS = TRIANGULATION STATION DISK
 DN1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1312
 DN1312  HISTORY     - Date     Condition        Report By
 DN1312  HISTORY     - 1955     MONUMENTED       CGS
 DN1312  HISTORY     - 19950705 MARK NOT FOUND   USPSQD
 DN1312
 DN1312                          STATION DESCRIPTION
 DN1312
 DN1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1312'THE STATION IS LOCATED ABOUT 6 MILES WEST OF PILOT POINT, 6
 DN1312'MILES EAST-NORTHEAST OF SANGER AND 1 MILE SOUTH OF THE
 DN1312'COOKE-DENTON COUNTY LINE.  THE STATION IS LOCATED ON THE SOUTH
 DN1312'EDGE OF A HIGH MOUND WHICH IS COVERED WITH GRASS AND SEVERAL
 DN1312'LARGE OAK TREES.  IT IS 225 FEET SOUTH OF A FARM HOUSE AND
 DN1312'20 FEET SOUTH OF THE CENTER OF THE HILL AND 7 FEET WEST
 DN1312'OF A LARGE OAK TREE.  IT IS STAMPED FAIRVIEW 1955 AND SET
 DN1312'FLUSH.
 DN1312'
 DN1312'REFERENCE MARK NO. 1 IS SET ON THE EAST EDGE OF THE HILL
 DN1312'AND IS 1 FOOT HIGHER THAN THE STATION.  IT IS STAMPED FAIRVIEW
 DN1312'NO 1 1955 AND PROJECTS 8 INCHES.
 DN1312'
 DN1312'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL AND IS
 DN1312'2 FEET LOWER THAN THE STATION.  IT IS STAMPED FAIRVIEW NO 2
 DN1312'1955 AND PROJECTS 6 INCHES.
 DN1312'
 DN1312'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 47.0 FEET.
 DN1312'
 DN1312'THE AZIMUTH MARK IS 24 FEET SOUTH OF A T FENCE CORNER, 21
 DN1312'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 1 FOOT SOUTH
 DN1312'OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.  IT IS STAMPED
 DN1312'FAIRVIEW 1955 AND PROJECTS 6 INCHES.
 DN1312'
 DN1312'REACHED FROM THE POST OFFICE IN SANGER BY GOING NORTH ON
 DN1312'A GRAVELED STREET FOR 0.2 MILE TO FARM ROAD 455 TURN RIGHT,
 DN1312'EAST, AND GO EAST AND NORTH FOR 6.75 MILE TO A T ROAD LEFT AND A
 DN1312'FARM HOUSE ON THE RIGHT, TURN LEFT, NORTH, AND GO NORTH AND
 DN1312'WEST FOR 1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DN1312'CONTINUE NORTH AND WEST FOR 0.15 MILE TO A GATE ON THE LEFT
 DN1312'AND THE FAIRVIEW SCHOOL ON THE RIGHT, TURN LEFT, SOUTH, GO
 DN1312'THROUGH THE GATE AND GO SOUTH ON THE FARM ROAD FOR 0.15
 DN1312'MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 DN1312
 DN1312                          STATION RECOVERY (1995)
 DN1312
 DN1312'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1059 ***********************************************************************
 GK1059  DESIGNATION -  FAIRVIEW
 GK1059  PID         -  GK1059
 GK1059  STATE/COUNTY-  TX/OCHILTREE
 GK1059  USGS QUAD   -  SOURDOUGH CREEK NW (1973)
 GK1059
 GK1059                         *CURRENT SURVEY CONTROL
 GK1059  ___________________________________________________________________
 GK1059* NAD 83(1993)-  36 14 48.09482(N)    100 53 31.88898(W)     ADJUSTED  
 GK1059* NAVD 88     -       908.     (meters)    2979.     (feet)  SCALED    
 GK1059  ___________________________________________________________________
 GK1059  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 GK1059  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GK1059
 GK1059  HORZ ORDER  -  SECOND
 GK1059
 GK1059.The horizontal coordinates were established by classical geodetic methods
 GK1059.and adjusted by the National Geodetic Survey in February 1996..
 GK1059
 GK1059.The orthometric height was scaled from a topographic map.
 GK1059
 GK1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1059
 GK1059.The geoid height was determined by GEOID03.
 GK1059
 GK1059;                    North         East     Units Scale Factor Converg.
 GK1059;SPC TX N     - 1,249,419.436   254,631.575   MT  1.00001540   +0 21 08.1
 GK1059;SPC TX N     - 4,099,136.93    835,403.76   sFT  1.00001540   +0 21 08.1
 GK1059;UTM  14      - 4,012,971.126   329,984.629   MT  0.99995616   -1 07 08.6
 GK1059
 GK1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1059!SPC TX N     -   0.99986175  x   1.00001540  =   0.99987715
 GK1059!UTM  14      -   0.99986175  x   0.99995616  =   0.99981792
 GK1059
 GK1059:                Primary Azimuth Mark                     Grid Az
 GK1059:SPC TX N     -  OCHILTREE RESET                          063 15 32.1
 GK1059:UTM  14      -  OCHILTREE RESET                          064 43 48.8
 GK1059
 GK1059|---------------------------------------------------------------------|
 GK1059| PID    Reference Object                     Distance      Geod. Az  |
 GK1059|                                                           dddmmss.s |
 GK1059| GK1069 OCHILTREE RESET                     APPROX.10.3 KM 0633640.2 |
 GK1059| CK8664 FAIRVIEW RM 1                        12.358 METERS 17939     |
 GK1059| CK8665 FAIRVIEW RM 2                        17.421 METERS 27400     |
 GK1059| CK8663 FAIRVIEW AZ MK                                     3581544.9 |
 GK1059|---------------------------------------------------------------------|
 GK1059
 GK1059                          SUPERSEDED SURVEY CONTROL
 GK1059
 GK1059  NAD 83(1993)-  36 14 48.09491(N)    100 53 31.88893(W) AD(       ) 2
 GK1059  NAD 83(1986)-  36 14 48.10136(N)    100 53 31.87643(W) AD(       ) 2
 GK1059  NAD 27      -  36 14 47.97900(N)    100 53 30.33300(W) AD(       ) 2
 GK1059
 GK1059.Superseded values are not recommended for survey control.
 GK1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1059.See file dsdata.txt to determine how the superseded data were derived.
 GK1059
 GK1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2998512971(NAD 83)
 GK1059_MARKER: DS = TRIANGULATION STATION DISK
 GK1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1059
 GK1059  HISTORY     - Date     Condition        Report By
 GK1059  HISTORY     - 1952     MONUMENTED       CGS
 GK1059  HISTORY     - 1973     GOOD             USGS
 GK1059
 GK1059                          STATION DESCRIPTION
 GK1059
 GK1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1059'THE STATION IS LOCATED AT A CROSSROAD ABOUT 11 MILES AIRLINE
 GK1059'SOUTH-SOUTHWEST OF PERRYTON, ABOUT 7-1/2 MILES SOUTH OF THE LORD
 GK1059'RAILROAD SIDING, AND ABOUT 18 MILES AIRLINE EAST-NORTHEAST OF
 GK1059'SPEARMAN.
 GK1059'
 GK1059'TO REACH THE STATION FROM THE OCHILTREE COUNTY COURTHOUSE IN
 GK1059'PERRYTON, GO NORTH ON U.S. HIGHWAY 83 FOR 0.4 MILE TO A STOP
 GK1059'LIGHT.  TURN LEFT ONTO STATE HIGHWAY 117 AND GO 5.2 MILES TO THE
 GK1059'LORD RAILROAD SIDING.  KEEP STRAIGHT AHEAD AND GO 0.4 MILE TO
 GK1059'A CROSSROAD.  TURN LEFT AND GO 7.5 MILES TO A CROSSROAD AND THE
 GK1059'STATION ON THE LEFT.
 GK1059'
 GK1059'THE STATION MARK IS A STANDARD DISK STAMPED FAIRVIEW 1952 SET
 GK1059'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 2 INCHES
 GK1059'ABOVE THE GROUND.  IT IS 3 FEET WEST OF A NORTH-SOUTH FENCE
 GK1059'LINE, 7 FEET SOUTH OF A WHITE WITNESS POST, AND 27 FEET EAST
 GK1059'OF THE CENTERLINE OF A NORTH-SOUTH ROAD.
 GK1059'
 GK1059'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED FAIRVIEW NO 1
 GK1059'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK1059'2 INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTH OF A FENCE
 GK1059'CORNER AND THE SAME ELEVATION AS THE STATION.
 GK1059'
 GK1059'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED FAIRVIEW
 GK1059'NO 2 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GK1059'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST OF A
 GK1059'NORTH-SOUTH FENCE LINE, 28 FEET WEST OF THE CENTERLINE OF THE
 GK1059'ROAD, AND THE SAME ELEVATION AS THE STATION.
 GK1059'
 GK1059'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF THE ROAD LEADING
 GK1059'TO THE STATION, AND IS A STANDARD DISK STAMPED FAIRVIEW 1952
 GK1059'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 2
 GK1059'INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST OF A NORTH-SOUTH
 GK1059'FENCE LINE AND 28 FEET WEST OF THE CENTERLINE OF THE ROAD.  TO
 GK1059'REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.5 MILE
 GK1059'TO A FENCE POST WITH A TRIANGLE BLAZE AND THE AZIMUTH MARK ON
 GK1059'THE LEFT.
 GK1059'
 GK1059'THE SUBSTITUTE STATION IS THE INTERSECTION OF THE CENTERLINES
 GK1059'OF A GRAVELED NORTH-SOUTH ROAD AND A GRAVELED EAST-WEST ROAD.
 GK1059'IT IS THE SAME ELEVATION AS THE STATION.
 GK1059
 GK1059                          STATION RECOVERY (1973)
 GK1059
 GK1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SJS)
 GK1059'STATION FOUND AS DESCRIBED.
 GK1059'
 GK1059'R.M. 1 FOUND AS DESCRIBED.
 GK1059'
 GK1059'R.M. 2 FOUND ON ITS SIDE OUT OF THE GROUND.
 GK1059'
 GK1059'AZIMUTH MARK SEARCHED FOR NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7281 ***********************************************************************
 AC7281  DESIGNATION -  FAIRVIEW
 AC7281  PID         -  AC7281
 AC7281  STATE/COUNTY-  TX/HAMILTON
 AC7281  USGS QUAD   -  EVANT (1979)
 AC7281
 AC7281                         *CURRENT SURVEY CONTROL
 AC7281  ___________________________________________________________________
 AC7281* NAD 83(1993)-  31 29 10.53044(N)    098 13 27.67203(W)     ADJUSTED  
 AC7281* NAVD 88     -       447.5    (meters)    1468.     (feet)  VERTCON   
 AC7281  ___________________________________________________________________
 AC7281  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AC7281  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AC7281
 AC7281  HORZ ORDER  -  THIRD
 AC7281
 AC7281.The horizontal coordinates were established by classical geodetic methods
 AC7281.and adjusted by the National Geodetic Survey in March 1997..
 AC7281
 AC7281.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7281
 AC7281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7281
 AC7281.The geoid height was determined by GEOID03.
 AC7281
 AC7281;                    North         East     Units Scale Factor Converg.
 AC7281;SPC TX C     - 3,203,613.431   900,358.745   MT  0.99991743   +1 05 10.5
 AC7281;SPC TX C     -10,510,521.73  2,953,926.98   sFT  0.99991743   +1 05 10.5
 AC7281;UTM  14      - 3,483,754.078   573,670.559   MT  0.99966694   +0 24 18.5
 AC7281
 AC7281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7281!SPC TX C     -   0.99993387  x   0.99991743  =   0.99985130
 AC7281!UTM  14      -   0.99993387  x   0.99966694  =   0.99960083
 AC7281
 AC7281                          SUPERSEDED SURVEY CONTROL
 AC7281
 AC7281  NGVD 29 (03/17/97)  447.4    (m)         1468.     (f) VERT ANG       
 AC7281
 AC7281.Superseded values are not recommended for survey control.
 AC7281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7281.See file dsdata.txt to determine how the superseded data were derived.
 AC7281
 AC7281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7367183754(NAD 83)
 AC7281_MARKER: DS = TRIANGULATION STATION DISK
 AC7281
 AC7281  HISTORY     - Date     Condition        Report By
 AC7281  HISTORY     - 1953     MONUMENTED       USGS
 AC7281
 AC7281                          STATION DESCRIPTION
 AC7281
 AC7281'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AC7281'THE STATION IS LOCATED APPROXIMATELY 5 MI. BY RD. W. OF EVANT, TEXAS,
 AC7281'APPROXIMATELY 350 YDS. N. OF U.S. HIGHWAY 84, ON THE S. END OF A
 AC7281'BRUSHY RIDGE, AND AT THE W. EDGE OF A ROCK QUARRY IN THE END OF THE
 AC7281'RIDGE.  THE STATION IS APPROXIMATELY 30 FT. W. OF THE RIM OF THE
 AC7281'QUARRY, 25 FT. E. OF A WIRE FENCE RUNNING N-NW. AND S-SE. AND AT THE
 AC7281'S. EDGE OF THE TOP OF THE RIDGE.
 AC7281'TO REACH THE STATION FROM EVANT, TAKE U.S. HIGHWAY 281 N. FOR 0.4 MI.
 AC7281'TO AN ELEVATED GRADE INTERSECTION WITH U.S. HIGHWAY 84.  TURN LEFT
 AC7281'(W.) ONTO U.S. HIGHWAY 84 AND PROCEED 4.5 MI. TO A DIRT CROSSROAD
 AC7281'CROSSING.  TURN RIGHT (N.) ON DIRT RD. AND PROCEED 0.1 MI. TO A WIRE
 AC7281'GATE.  THE STATION IS APPROXIMATELY 500 FT. N. OF THE WIRE GATE, AND
 AC7281'IS REACHED BY WALKING UP THE W. SIDE OF THE ROCK QUARRY TO THE S. EDGE
 AC7281'OF THE TOP OF THE RIDGE.
 AC7281'STATION RECOVERED BY USGS IN 1958 AS DESCRIBED IN 1953.
 AC7281'STATION MARK--A USGS TABLET STAMPED---FAIRVIEW 1953---, CEMENTED IN
 AC7281'OUTCROPPING ROCK.
 AC7281'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0855 ***********************************************************************
 BY0855  DESIGNATION -  FAIRVIEW AZ MK
 BY0855  PID         -  BY0855
 BY0855  STATE/COUNTY-  TX/ANGELINA
 BY0855  USGS QUAD   -  LUFKIN (1980)
 BY0855
 BY0855                         *CURRENT SURVEY CONTROL
 BY0855  ___________________________________________________________________
 BY0855* NAD 83(1986)-  31 15 09.     (N)    094 43 27.     (W)     SCALED    
 BY0855* NAVD 88     -        96.85   (+/-2cm)     317.7    (feet)  VERTCON   
 BY0855  ___________________________________________________________________
 BY0855  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0855
 BY0855  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0855
 BY0855.The horizontal coordinates were scaled from a topographic map and have
 BY0855.an estimated accuracy of +/- 6 seconds.
 BY0855
 BY0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0855.The vertical order pertains to the NGVD 29 superseded value.
 BY0855
 BY0855.The geoid height was determined by GEOID03.
 BY0855
 BY0855;                    North         East    Units  Estimated Accuracy
 BY0855;SPC TX C     - 3,189,260.    1,234,000.      MT  (+/- 180 meters Scaled)
 BY0855
 BY0855                          SUPERSEDED SURVEY CONTROL
 BY0855
 BY0855  NGVD 29 (??/??/92)   96.888  (m)          317.87   (f) ADJ UNCH    2 0
 BY0855
 BY0855.Superseded values are not recommended for survey control.
 BY0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0855.See file dsdata.txt to determine how the superseded data were derived.
 BY0855
 BY0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ358588(NAD 83)
 BY0855_MARKER: DZ = AZIMUTH MARK DISK
 BY0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0855_STAMPING: FAIRVIEW 1949
 BY0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0855+STABILITY: SURFACE MOTION
 BY0855
 BY0855  HISTORY     - Date     Condition        Report By
 BY0855  HISTORY     - 1949     MONUMENTED       CGS
 BY0855
 BY0855                          STATION DESCRIPTION
 BY0855
 BY0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0855'3.45 MI NE FROM BURKE.
 BY0855'3.45 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0855'ORLEANS RAILROAD STATION AT BURKE, 0.15 MILE NORTHEAST OF A SMALL
 BY0855'WOODEN BRIDGE OVER A CREEK, 15.0 FEET NORTHWEST OF THE CENTER LINE OF
 BY0855'THE ROAD, 2.2 FEET SOUTH OF A REFERENCE POST, AT THE BASE OF A 16-INCH
 BY0855'PINE TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 BY0855'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0114 ***********************************************************************
 AH0114  DESIGNATION -  FAIRVIEW AZ MK
 AH0114  PID         -  AH0114
 AH0114  STATE/COUNTY-  TX/NUECES
 AH0114  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0114
 AH0114                         *CURRENT SURVEY CONTROL
 AH0114  ___________________________________________________________________
 AH0114* NAD 83(1986)-  27 47 50.     (N)    097 26 54.     (W)     SCALED    
 AH0114* NAVD 88     -        13.87   (+/-2cm)      45.5    (feet)  VERTCON   
 AH0114  ___________________________________________________________________
 AH0114  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH0114
 AH0114  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0114
 AH0114.The horizontal coordinates were scaled from a topographic map and have
 AH0114.an estimated accuracy of +/- 6 seconds.
 AH0114
 AH0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0114.The vertical order pertains to the NGVD 29 superseded value.
 AH0114
 AH0114.The geoid height was determined by GEOID03.
 AH0114
 AH0114;                    North         East    Units  Estimated Accuracy
 AH0114;SPC TX S     - 5,236,490.      403,640.      MT  (+/- 180 meters Scaled)
 AH0114
 AH0114                          SUPERSEDED SURVEY CONTROL
 AH0114
 AH0114  NGVD 29 (??/??/92)   14.08   (m)           46.2    (f) COMPUTED    1 2
 AH0114
 AH0114.Superseded values are not recommended for survey control.
 AH0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0114.See file dsdata.txt to determine how the superseded data were derived.
 AH0114
 AH0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR528757(NAD 83)
 AH0114_MARKER: DZ = AZIMUTH MARK DISK
 AH0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0114_STAMPING: FAIRVIEW 1949
 AH0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0114+STABILITY: SURFACE MOTION
 AH0114
 AH0114  HISTORY     - Date     Condition        Report By
 AH0114  HISTORY     - 1949     MONUMENTED       CGS
 AH0114  HISTORY     - 1959     GOOD             NGS
 AH0114  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0114
 AH0114                          STATION DESCRIPTION
 AH0114
 AH0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0114'3.3 MI NW FROM CORPUS CHRISTI.
 AH0114'ABOUT 2.0 MILES WEST ALONG THE TEXAS MEXICAN RAILWAY FROM THE FREIGHT
 AH0114'STATION AT CORPUS CHRISTI, THENCE ABOUT 0.05 MILE NORTH ALONG THE OLD
 AH0114'ROBSTOWN ROAD, THENCE ABOUT 0.3 MILE NORTHWEST ALONG A PAVED ROAD,
 AH0114'THENCE ABOUT 0.7 MILE NORTHWEST ALONG BALDWIN BOULEVARD, THENCE ABOUT
 AH0114'0.25 MILE NORTH ALONG NAVIGATION BOULEVARD, AT THE JUNCTION OF
 AH0114'NAVIGATION BOULEVARD AND STATE HIGHWAY 9, 57 FEET NORTH OF THE CENTER
 AH0114'LINE OF THE HIGHWAY, 39 FEET EAST OF THE CENTER LINE OF NAVIGATION
 AH0114'BOULEVARD, 5 FEET EAST OF A PALM TREE, 4 FEET WEST OF A POWER POLE, 22
 AH0114'FEET SOUTHEAST OF A FIRE HYDRANT, 22 FEET NORTHEAST OF THE EAST END OF
 AH0114'THE MOST NORTHERLY ONE OF 2 18-INCH CONCRETE CULVERTS UNDER NAVIGATION
 AH0114'BOULEVARD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP
 AH0114'OF A CONCRETE POST PROJECTING 4 INCHES.
 AH0114
 AH0114                          STATION RECOVERY (1978)
 AH0114
 AH0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0114'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0854 ***********************************************************************
 BY0854  DESIGNATION -  FAIRVIEW RM 1
 BY0854  PID         -  BY0854
 BY0854  STATE/COUNTY-  TX/ANGELINA
 BY0854  USGS QUAD   -  BALD HILL (1980)
 BY0854
 BY0854                         *CURRENT SURVEY CONTROL
 BY0854  ___________________________________________________________________
 BY0854* NAD 83(1986)-  31 14 56.     (N)    094 43 39.     (W)     SCALED    
 BY0854* NAVD 88     -       100.36   (+/-2cm)     329.3    (feet)  VERTCON   
 BY0854  ___________________________________________________________________
 BY0854  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0854
 BY0854  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0854
 BY0854.The horizontal coordinates were scaled from a topographic map and have
 BY0854.an estimated accuracy of +/- 6 seconds.
 BY0854
 BY0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0854.The vertical order pertains to the NGVD 29 superseded value.
 BY0854
 BY0854.The geoid height was determined by GEOID03.
 BY0854
 BY0854;                    North         East    Units  Estimated Accuracy
 BY0854;SPC TX C     - 3,188,850.    1,233,700.      MT  (+/- 180 meters Scaled)
 BY0854
 BY0854                          SUPERSEDED SURVEY CONTROL
 BY0854
 BY0854  NGVD 29 (??/??/92)  100.402  (m)          329.40   (f) ADJ UNCH    2 0
 BY0854
 BY0854.Superseded values are not recommended for survey control.
 BY0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0854.See file dsdata.txt to determine how the superseded data were derived.
 BY0854
 BY0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ355584(NAD 83)
 BY0854_MARKER: DR = REFERENCE MARK DISK
 BY0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0854_STAMPING: FAIRVIEW NO 1 1949
 BY0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0854+STABILITY: SURFACE MOTION
 BY0854
 BY0854  HISTORY     - Date     Condition        Report By
 BY0854  HISTORY     - 1949     MONUMENTED       CGS
 BY0854  HISTORY     - 1971     GOOD             NGS
 BY0854
 BY0854                          STATION DESCRIPTION
 BY0854
 BY0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0854'3.2 MI NE FROM BURKE.
 BY0854'3.2 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0854'ORLEANS RAILROAD STATION AT BURKE, 0.35 MILE NORTHEAST OF THE FARM
 BY0854'HOME OF C. R. SQUYRES, 0.1 MILE SOUTHWEST OF A SMALL WOODEN BRIDGE
 BY0854'OVER A CREEK, 204.0 FEET NORTHEAST OF TRIANGULATION STATION FAIRVIEW
 BY0854'1949, 18.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 13.0 FEET
 BY0854'EAST OF A 14-INCH PINE TREE 10.0 FEET SOUTHEAST OF AN 8-INCH PINE
 BY0854'TREE, 2.0 FEET SOUTHEAST OF A 4X4 REFERENCE POST, SET IN THE TOP OF A
 BY0854'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY0854
 BY0854                          STATION RECOVERY (1971)
 BY0854
 BY0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BY0854'REFERENCE MARK NO 1 IS SET NEAR THE EDGE OF THE WOODS, 126 FEET
 BY0854'NORTHWEST OF THE ROAD, 87.3 FEET NORTHWEST OF A TRANSFORMER POWER
 BY0854'POLE AND LIGHT STANDARD COMBINED, POLE NO. 52, 76.6 FEET NORTHEAST OF
 BY0854'THE NORTH CORNER OF A BRICK HOME. IT NOW PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0116 ***********************************************************************
 AH0116  DESIGNATION -  FAIRVIEW RM 1
 AH0116  PID         -  AH0116
 AH0116  STATE/COUNTY-  TX/NUECES
 AH0116  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0116
 AH0116                         *CURRENT SURVEY CONTROL
 AH0116  ___________________________________________________________________
 AH0116* NAD 83(1986)-  27 48 16.     (N)    097 26 52.     (W)     SCALED    
 AH0116* NAVD 88     -        13.04   (+/-2cm)      42.8    (feet)  VERTCON   
 AH0116  ___________________________________________________________________
 AH0116  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH0116
 AH0116  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0116
 AH0116.The horizontal coordinates were scaled from a topographic map and have
 AH0116.an estimated accuracy of +/- 6 seconds.
 AH0116
 AH0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0116.The vertical order pertains to the NGVD 29 superseded value.
 AH0116
 AH0116.The geoid height was determined by GEOID03.
 AH0116
 AH0116;                    North         East    Units  Estimated Accuracy
 AH0116;SPC TX S     - 5,237,290.      403,680.      MT  (+/- 180 meters Scaled)
 AH0116
 AH0116                          SUPERSEDED SURVEY CONTROL
 AH0116
 AH0116  NGVD 29 (??/??/92)   13.254  (m)           43.48   (f) ADJ UNCH    1 2
 AH0116
 AH0116.Superseded values are not recommended for survey control.
 AH0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0116.See file dsdata.txt to determine how the superseded data were derived.
 AH0116
 AH0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR529765(NAD 83)
 AH0116_MARKER: DR = REFERENCE MARK DISK
 AH0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0116_STAMPING: FAIRVIEW NO 1 1931
 AH0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0116+STABILITY: SURFACE MOTION
 AH0116
 AH0116  HISTORY     - Date     Condition        Report By
 AH0116  HISTORY     - 1931     MONUMENTED       CGS
 AH0116  HISTORY     - 1959     GOOD             NGS
 AH0116  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0116
 AH0116                          STATION DESCRIPTION
 AH0116
 AH0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0116'3.9 MI NW FROM CORPUS CHRISTI.
 AH0116'2.0 MILES WEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AH0116'CORPUS CHRISTI, NUECES COUNTY, THENCE 0.05 MILE NORTH ALONG THE OLD
 AH0116'ROBSTOWN ROAD, 0.3 MILE NORTHWEST ALONG A GRAVELED ROAD CALLED BALDWIN
 AH0116'SPUR, 0.7 MILE NORTHWEST ALONG BALDWIN BOULEVARD, 0.85 MILE NORTH
 AH0116'ALONG NAVIGATION BOULEVARD, ON THE PLAYGROUND OF THE SAVAGE SCHOOL,
 AH0116'94.4 FEET EAST OF TRIANGULATION STATION FAIRVIEW 1931, 20 FEET SOUTH
 AH0116'OF A 4 FOOT WOVEN WIRE FENCE, 3 FEET NORTHEAST OF A 16-INCH TREE, SET
 AH0116'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AH0116
 AH0116                          STATION RECOVERY (1978)
 AH0116
 AH0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0116'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0852 ***********************************************************************
 BY0852  DESIGNATION -  FAIRVIEW RM 2
 BY0852  PID         -  BY0852
 BY0852  STATE/COUNTY-  TX/ANGELINA
 BY0852  USGS QUAD   -  BALD HILL (1980)
 BY0852
 BY0852                         *CURRENT SURVEY CONTROL
 BY0852  ___________________________________________________________________
 BY0852* NAD 83(1986)-  31 14 56.     (N)    094 43 39.     (W)     SCALED    
 BY0852* NAVD 88     -       100.69   (+/-2cm)     330.3    (feet)  VERTCON   
 BY0852  ___________________________________________________________________
 BY0852  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0852
 BY0852  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0852
 BY0852.The horizontal coordinates were scaled from a topographic map and have
 BY0852.an estimated accuracy of +/- 6 seconds.
 BY0852
 BY0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0852.The vertical order pertains to the NGVD 29 superseded value.
 BY0852
 BY0852.The geoid height was determined by GEOID03.
 BY0852
 BY0852;                    North         East    Units  Estimated Accuracy
 BY0852;SPC TX C     - 3,188,850.    1,233,700.      MT  (+/- 180 meters Scaled)
 BY0852
 BY0852                          SUPERSEDED SURVEY CONTROL
 BY0852
 BY0852  NGVD 29 (??/??/92)  100.727  (m)          330.47   (f) ADJ UNCH    2 0
 BY0852
 BY0852.Superseded values are not recommended for survey control.
 BY0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0852.See file dsdata.txt to determine how the superseded data were derived.
 BY0852
 BY0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ355584(NAD 83)
 BY0852_MARKER: DR = REFERENCE MARK DISK
 BY0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0852_STAMPING: FAIRVIEW NO 2 1949
 BY0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0852+STABILITY: SURFACE MOTION
 BY0852
 BY0852  HISTORY     - Date     Condition        Report By
 BY0852  HISTORY     - 1949     MONUMENTED       CGS
 BY0852
 BY0852                          STATION DESCRIPTION
 BY0852
 BY0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0852'3.2 MI NE FROM BURKE.
 BY0852'3.2 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE TEXAS AND NEW
 BY0852'ORLEANS RAILROAD STATION AT BURKE, 0.35 MILE NORTHEAST OF THE FARM
 BY0852'HOME OF C. R. SQUYRES, 0.1 MILE SOUTHWEST OF A SMALL WOODEN BRIDGE
 BY0852'OVER A CREEK, 133.0 FEET WEST OF TRIANGULATION STATION FAIRVIEW 1949,
 BY0852'17.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6.0 FEET NORTH OF
 BY0852'A 12-INCH PINE TREE, 1.3 FEET SOUTHWEST OF A 4X4 REFERENCE POST, SET
 BY0852'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BY0852'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0117 ***********************************************************************
 AH0117  DESIGNATION -  FAIRVIEW RM 3
 AH0117  PID         -  AH0117
 AH0117  STATE/COUNTY-  TX/NUECES
 AH0117  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0117
 AH0117                         *CURRENT SURVEY CONTROL
 AH0117  ___________________________________________________________________
 AH0117* NAD 83(1986)-  27 48 16.     (N)    097 26 50.     (W)     SCALED    
 AH0117* NAVD 88     -        13.41   (+/-2cm)      44.0    (feet)  VERTCON   
 AH0117  ___________________________________________________________________
 AH0117  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH0117
 AH0117  VERT ORDER  -  FIRST     CLASS II (See Below)
 AH0117
 AH0117.The horizontal coordinates were scaled from a topographic map and have
 AH0117.an estimated accuracy of +/- 6 seconds.
 AH0117
 AH0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0117.The vertical order pertains to the NGVD 29 superseded value.
 AH0117
 AH0117.The geoid height was determined by GEOID03.
 AH0117
 AH0117;                    North         East    Units  Estimated Accuracy
 AH0117;SPC TX S     - 5,237,290.      403,740.      MT  (+/- 180 meters Scaled)
 AH0117
 AH0117                          SUPERSEDED SURVEY CONTROL
 AH0117
 AH0117  NGVD 29 (??/??/92)   13.620  (m)           44.68   (f) ADJ UNCH    1 2
 AH0117
 AH0117.Superseded values are not recommended for survey control.
 AH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0117.See file dsdata.txt to determine how the superseded data were derived.
 AH0117
 AH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR529765(NAD 83)
 AH0117_MARKER: DR = REFERENCE MARK DISK
 AH0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0117_STAMPING: FAIRVIEW NO 3 1948
 AH0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0117+STABILITY: SURFACE MOTION
 AH0117
 AH0117  HISTORY     - Date     Condition        Report By
 AH0117  HISTORY     - 1948     MONUMENTED       CGS
 AH0117  HISTORY     - 1959     GOOD             NGS
 AH0117  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0117
 AH0117                          STATION DESCRIPTION
 AH0117
 AH0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0117'3.9 MI NW FROM CORPUS CHRISTI.
 AH0117'2.0 MILES WEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AH0117'CORPUS CHRISTI, NUECES COUNTY, THENCE 0.05 MILE NORTH ALONG THE OLD
 AH0117'ROBSTOWN ROAD, 0.3 MILE NORTHWEST ALONG A GRAVELED ROAD CALLED BALDWIN
 AH0117'SPUR, 0.7 MILE NORTHWEST ALONG BALDWIN BOULEVARD, 0.85 MILE NORTH
 AH0117'ALONG NAVIGATION BOULEVARD, ON THE PLAYGROUND OF THE SAVAGE SCHOOL, 68
 AH0117'FEET WEST OF TRIANGULATION STATION FAIRVIEW 1931, SET IN THE TOP OF A
 AH0117'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AH0117
 AH0117                          STATION RECOVERY (1978)
 AH0117
 AH0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0117'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1270 ***********************************************************************
 AJ1270  DESIGNATION -  FAL
 AJ1270  PID         -  AJ1270
 AJ1270  STATE/COUNTY-  TX/BROOKS
 AJ1270  USGS QUAD   -  FALFURRIAS (1963)
 AJ1270
 AJ1270                         *CURRENT SURVEY CONTROL
 AJ1270  ___________________________________________________________________
 AJ1270* NAD 83(1993)-  27 13 30.23311(N)    098 08 36.83186(W)     ADJUSTED  
 AJ1270* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 AJ1270  ___________________________________________________________________
 AJ1270  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AJ1270  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AJ1270
 AJ1270  HORZ ORDER  -  SECOND
 AJ1270
 AJ1270.The horizontal coordinates were established by classical geodetic methods
 AJ1270.and adjusted by the National Geodetic Survey in February 1996..
 AJ1270
 AJ1270.The orthometric height was scaled from a topographic map.
 AJ1270
 AJ1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1270
 AJ1270.The geoid height was determined by GEOID03.
 AJ1270
 AJ1270;                    North         East     Units Scale Factor Converg.
 AJ1270;SPC TX S     - 5,172,707.577   335,303.779   MT  0.99990240   +0 09 42.6
 AJ1270;SPC TX S     -16,970,791.44  1,100,075.81   sFT  0.99990240   +0 09 42.6
 AJ1270;UTM  14      - 3,011,653.605   584,803.450   MT  0.99968877   +0 23 30.6
 AJ1270
 AJ1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1270!SPC TX S     -   0.99999822  x   0.99990240  =   0.99990062
 AJ1270!UTM  14      -   0.99999822  x   0.99968877  =   0.99968699
 AJ1270
 AJ1270:                Primary Azimuth Mark                     Grid Az
 AJ1270:SPC TX S     -  PREMONT MUNICIPAL TANK                   006 37 43.6
 AJ1270:UTM  14      -  PREMONT MUNICIPAL TANK                   006 23 55.6
 AJ1270
 AJ1270|---------------------------------------------------------------------|
 AJ1270| PID    Reference Object                     Distance      Geod. Az  |
 AJ1270|                                                           dddmmss.s |
 AJ1270| AJ1255 PREMONT MUNICIPAL TANK              APPROX.15.0 KM 0064726.2 |
 AJ1270| CV3173 FAL RM 1                             26.001 METERS 03047     |
 AJ1270| AH1549 ROOK                                APPROX.15.9 KM 0770301.5 |
 AJ1270| AJ1260 HUMBLE OIL SULLIVAN RANCH TK        APPROX.14.0 KM 1344412.9 |
 AJ1270| CV3174 FAL RM 2                             23.614 METERS 25818     |
 AJ1270| AJ1272 FALFURRIAS NEW MUNICIPAL TANK       APPROX. 1.0 KM 2845943.8 |
 AJ1270| AJ1266 FALFURRIAS RADIO STA KPSO MAST      APPROX. 3.2 KM 2934449.4 |
 AJ1270|---------------------------------------------------------------------|
 AJ1270
 AJ1270                          SUPERSEDED SURVEY CONTROL
 AJ1270
 AJ1270  NAD 83(1986)-  27 13 30.24096(N)    098 08 36.80561(W) AD(       ) 2
 AJ1270  NAD 27      -  27 13 29.08630(N)    098 08 35.78560(W) AD(       ) 2
 AJ1270
 AJ1270.Superseded values are not recommended for survey control.
 AJ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1270.See file dsdata.txt to determine how the superseded data were derived.
 AJ1270
 AJ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8480311654(NAD 83)
 AJ1270_MARKER: DS = TRIANGULATION STATION DISK
 AJ1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1270
 AJ1270  HISTORY     - Date     Condition        Report By
 AJ1270  HISTORY     - 1960     MONUMENTED       CGS
 AJ1270
 AJ1270                          STATION DESCRIPTION
 AJ1270
 AJ1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AJ1270'THE STATION IS ON THE SOUTHEAST CORNER OF THE BROOKS COUNTY
 AJ1270'COURTHOUSE LAWN IN FALFURRIAS, ONE BLOCK EAST OF U.S. HIGHWAY
 AJ1270'281, TWO BLOCKS SOUTH OF STATE HIGHWAY 285 AND IN THE NORTHWEST
 AJ1270'ANGLE OF THE INTERSECTION OF EAST ALLEN AND SOUTH HENRY STREETS.
 AJ1270'
 AJ1270'STATION MARKS ARE STANDARD DISK STAMPED FAL 1960.  THE SURFACE
 AJ1270'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 AJ1270'OF THE GROUND.  IT IS 151.5 FEET SOUTHEAST OF THE SOUTHEAST
 AJ1270'CORNER OF THE COURTHOUSE, 47.5 FEET WEST OF THE WEST CURB OF
 AJ1270'SOUTH HENRY STREET, 32 FEET NORTH OF THE NORTH CURB OF EAST
 AJ1270'ALLEN STREET AND 26 FEET WEST OF A METAL LIGHT POLE.  THE
 AJ1270'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AJ1270'30 INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1270'
 AJ1270'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FAL NO 1 1960,
 AJ1270'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 AJ1270'THE GROUND.  IT IS ON THE EAST EDGE OF THE COURTHOUSE LAWN,
 AJ1270'60 FEET SOUTH OF THE CENTER OF THE SIDEWALK LEADING WEST TO
 AJ1270'THE COURTHOUSE, 13.5 FEET NORTHEAST OF THE CENTER OF THE
 AJ1270'SIDEWALK LEADING WEST TO THE COURTHOUSE, 13.5 FEET NORTHEAST
 AJ1270'OF THE CENTER OF A METAL WATER METER COVER AND 13 FEET WEST
 AJ1270'OF THE WEST CURB OF SOUTH HENRY STREET.
 AJ1270'
 AJ1270'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FAL NO 2 1960,
 AJ1270'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 AJ1270'THE GROUND.  IT IS ON THE SOUTH EDGE OF THE COURTHOUSE LAWN,
 AJ1270'122 FEET WEST OF THE WEST CURB OF SOUTH HENRY STREET, 78 FEET
 AJ1270'EAST OF THE CENTER OF THE SIDEWALK LEADING NORTH TO THE
 AJ1270'COURTHOUSE AND 7 FEET NORTH OF THE NORTH CURB OF THE
 AJ1270'EAST ALLEN STREET.
 AJ1270'
 AJ1270'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  THE
 AJ1270'FALFURRIAS OLD MUN. WATER TANK IS V.G. AND MAY BE USED AS
 AJ1270'AN AZIMUTH MARK.
 AJ1270'
 AJ1270'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AJ1270'
 AJ1270'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1269 ***********************************************************************
 AJ1269  DESIGNATION -  FALFURRIAS LAGLORIA BUTANE MST
 AJ1269  PID         -  AJ1269
 AJ1269  STATE/COUNTY-  TX/BROOKS
 AJ1269  USGS QUAD   -  FALFURRIAS (1963)
 AJ1269
 AJ1269                         *CURRENT SURVEY CONTROL
 AJ1269  ___________________________________________________________________
 AJ1269* NAD 83(1993)-  27 14 35.87309(N)    098 08 23.88418(W)     ADJUSTED  
 AJ1269* NAVD 88     -                                                        
 AJ1269  ___________________________________________________________________
 AJ1269  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AJ1269  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AJ1269
 AJ1269  HORZ ORDER  -  THIRD
 AJ1269
 AJ1269.The horizontal coordinates were established by classical geodetic methods
 AJ1269.and adjusted by the National Geodetic Survey in February 1996..
 AJ1269
 AJ1269
 AJ1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1269
 AJ1269.The geoid height was determined by GEOID03.
 AJ1269
 AJ1269;                    North         East     Units Scale Factor Converg.
 AJ1269;SPC TX S     - 5,174,728.768   335,654.244   MT  0.99990369   +0 09 48.4
 AJ1269;SPC TX S     -16,977,422.63  1,101,225.63   sFT  0.99990369   +0 09 48.4
 AJ1269;UTM  14      - 3,013,675.755   585,145.721   MT  0.99968949   +0 23 37.4
 AJ1269
 AJ1269                          SUPERSEDED SURVEY CONTROL
 AJ1269
 AJ1269  NAD 83(1986)-  27 14 35.88095(N)    098 08 23.85861(W) AD(       ) 4
 AJ1269  NAD 27      -  27 14 34.73100(N)    098 08 22.84000(W) AD(       ) 3
 AJ1269
 AJ1269.Superseded values are not recommended for survey control.
 AJ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1269.See file dsdata.txt to determine how the superseded data were derived.
 AJ1269
 AJ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8514613676(NAD 83)
 AJ1269_MARKER: 42 = RADIO/TV MAST
 AJ1269
 AJ1269  HISTORY     - Date     Condition        Report By
 AJ1269  HISTORY     - 1960     FIRST OBSERVED   CGS
 AJ1269
 AJ1269                          STATION DESCRIPTION
 AJ1269
 AJ1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AJ1269'THE STATION IS THE RED LIGHT ATOP THE 212-FOOT HIGH RADIO
 AJ1269'MAST AT THE LA GLORIA BUTANE CO. HEADQUARTERS WHICH ARE
 AJ1269'1.2 MILES NORTH OF FALFURRIAS.  THE MAST IS 384 FEET WEST
 AJ1269'OF THE CENTER OF U.S. HIGHWAY 281.  THERE IS A SMALL ANTENNA,
 AJ1269'CONSISTING OF TWO HORIZONTAL BARS ATTACHED TO THE CENTER
 AJ1269'OF AN UPRIGHT POLE, ON THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1271 ***********************************************************************
 AJ1271  DESIGNATION -  FALFURRIAS MOBIL OIL CO MAST
 AJ1271  PID         -  AJ1271
 AJ1271  STATE/COUNTY-  TX/BROOKS
 AJ1271  USGS QUAD   -  FALFURRIAS (1963)
 AJ1271
 AJ1271                         *CURRENT SURVEY CONTROL
 AJ1271  ___________________________________________________________________
 AJ1271* NAD 83(1993)-  27 11 24.80243(N)    098 08 35.54748(W)     ADJUSTED  
 AJ1271* NAVD 88     -                                                        
 AJ1271  ___________________________________________________________________
 AJ1271  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AJ1271  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AJ1271
 AJ1271  HORZ ORDER  -  THIRD
 AJ1271
 AJ1271.The horizontal coordinates were established by classical geodetic methods
 AJ1271.and adjusted by the National Geodetic Survey in February 1996..
 AJ1271
 AJ1271
 AJ1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1271
 AJ1271.The geoid height was determined by GEOID03.
 AJ1271
 AJ1271;                    North         East     Units Scale Factor Converg.
 AJ1271;SPC TX S     - 5,168,847.359   335,350.030   MT  0.99990022   +0 09 43.2
 AJ1271;SPC TX S     -16,958,126.71  1,100,227.56   sFT  0.99990022   +0 09 43.2
 AJ1271;UTM  14      - 3,007,794.424   584,865.169   MT  0.99968890   +0 23 29.5
 AJ1271
 AJ1271                          SUPERSEDED SURVEY CONTROL
 AJ1271
 AJ1271  NAD 83(1986)-  27 11 24.81094(N)    098 08 35.52106(W) AD(       ) 4
 AJ1271  NAD 27      -  27 11 23.65300(N)    098 08 34.49900(W) AD(       ) 3
 AJ1271
 AJ1271.Superseded values are not recommended for survey control.
 AJ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1271.See file dsdata.txt to determine how the superseded data were derived.
 AJ1271
 AJ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8486507794(NAD 83)
 AJ1271_MARKER: 42 = RADIO/TV MAST
 AJ1271
 AJ1271  HISTORY     - Date     Condition        Report By
 AJ1271  HISTORY     - 1960     FIRST OBSERVED   CGS
 AJ1271
 AJ1271                          STATION DESCRIPTION
 AJ1271
 AJ1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AJ1271'THE STATION IS THE TOP-CENTER OF THE 285-FOOT HIGH, RED AND
 AJ1271'WHITE RADIO MAST ABOUT 2.5 MILES SOUTH OF FALFURRIAS AND
 AJ1271'270 YARDS EAST OF U.S. HIGHWAY 281.  THERE ARE SEVERAL ANTENNAS
 AJ1271'ATTACHED TO THE SIDES OF THE MAST NEAR THE TOP AND A RED LIGHT
 AJ1271'ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1272 ***********************************************************************
 AJ1272  DESIGNATION -  FALFURRIAS NEW MUNICIPAL TANK
 AJ1272  PID         -  AJ1272
 AJ1272  STATE/COUNTY-  TX/BROOKS
 AJ1272  USGS QUAD   -  FALFURRIAS (1963)
 AJ1272
 AJ1272                         *CURRENT SURVEY CONTROL
 AJ1272  ___________________________________________________________________
 AJ1272* NAD 83(1993)-  27 13 38.73619(N)    098 09 12.34731(W)     ADJUSTED  
 AJ1272* NAVD 88     -                                                        
 AJ1272  ___________________________________________________________________
 AJ1272  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AJ1272  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AJ1272
 AJ1272  HORZ ORDER  -  THIRD
 AJ1272
 AJ1272.The horizontal coordinates were established by classical geodetic methods
 AJ1272.and adjusted by the National Geodetic Survey in February 1996..
 AJ1272
 AJ1272
 AJ1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1272
 AJ1272.The geoid height was determined by GEOID03.
 AJ1272
 AJ1272;                    North         East     Units Scale Factor Converg.
 AJ1272;SPC TX S     - 5,172,966.552   334,325.927   MT  0.99990256   +0 09 26.4
 AJ1272;SPC TX S     -16,971,641.10  1,096,867.65   sFT  0.99990256   +0 09 26.4
 AJ1272;UTM  14      - 3,011,908.597   583,824.777   MT  0.99968674   +0 23 14.5
 AJ1272
 AJ1272                          SUPERSEDED SURVEY CONTROL
 AJ1272
 AJ1272  NAD 83(1986)-  27 13 38.74403(N)    098 09 12.32173(W) AD(       ) 4
 AJ1272  NAD 27      -  27 13 37.59100(N)    098 09 11.30800(W) AD(       ) 3
 AJ1272
 AJ1272.Superseded values are not recommended for survey control.
 AJ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1272.See file dsdata.txt to determine how the superseded data were derived.
 AJ1272
 AJ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8382511909(NAD 83)
 AJ1272_MARKER: 53 = ELEVATED TANK
 AJ1272
 AJ1272  HISTORY     - Date     Condition        Report By
 AJ1272  HISTORY     - 1960     FIRST OBSERVED   CGS
 AJ1272
 AJ1272                          STATION DESCRIPTION
 AJ1272
 AJ1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AJ1272'THE STATION IS THE SHAFT WHICH SUPPORTS THE TWO SMALL RED
 AJ1272'LIGHTS ATOP THE 600,000-GALLON CAPACITY, WHITE MUNICIPAL
 AJ1272'WATER TANK IN THE NORTHWESTERN PART OF THE TOWN OF FALFURRIAS.
 AJ1272'IT IS 0.5 MILE WEST OF U.S. HIGHWAY 281 AND 40 YARDS SOUTH
 AJ1272'OF STATE HIGHWAY 285.  FALFURRIAS IS PAINTED IN BLACK LETTERS
 AJ1272'ON THE EAST AND WEST SIDES OF THE TANK WHICH IS SUPPORTED
 AJ1272'BY 8 GREEN LEGS.  THERE IS A CATWALK AROUND THE TANK AT THE
 AJ1272'TOP OF THE LEGS.  OVERALL HEIGHT IS 117 FEET AND THE TANK
 AJ1272'WAS ERECTED IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1268 ***********************************************************************
 AJ1268  DESIGNATION -  FALFURRIAS OLD MUNICIPAL TANK
 AJ1268  PID         -  AJ1268
 AJ1268  STATE/COUNTY-  TX/BROOKS
 AJ1268  USGS QUAD   -  FALFURRIAS (1963)
 AJ1268
 AJ1268                         *CURRENT SURVEY CONTROL
 AJ1268  ___________________________________________________________________
 AJ1268* NAD 83(1993)-  27 13 39.56025(N)    098 08 37.18968(W)     ADJUSTED  
 AJ1268* NAVD 88     -                                                        
 AJ1268  ___________________________________________________________________
 AJ1268  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AJ1268  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AJ1268
 AJ1268  HORZ ORDER  -  THIRD
 AJ1268
 AJ1268.The horizontal coordinates were established by classical geodetic methods
 AJ1268.and adjusted by the National Geodetic Survey in February 1996..
 AJ1268
 AJ1268
 AJ1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1268
 AJ1268.The geoid height was determined by GEOID03.
 AJ1268
 AJ1268;                    North         East     Units Scale Factor Converg.
 AJ1268;SPC TX S     - 5,172,994.607   335,293.124   MT  0.99990258   +0 09 42.4
 AJ1268;SPC TX S     -16,971,733.14  1,100,040.86   sFT  0.99990258   +0 09 42.4
 AJ1268;UTM  14      - 3,011,940.528   584,791.646   MT  0.99968875   +0 23 30.6
 AJ1268
 AJ1268                          SUPERSEDED SURVEY CONTROL
 AJ1268
 AJ1268  NAD 83(1986)-  27 13 39.56824(N)    098 08 37.16359(W) AD(       ) 4
 AJ1268  NAD 27      -  27 13 38.41600(N)    098 08 36.14400(W) AD(       ) 3
 AJ1268
 AJ1268.Superseded values are not recommended for survey control.
 AJ1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1268.See file dsdata.txt to determine how the superseded data were derived.
 AJ1268
 AJ1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8479211941(NAD 83)
 AJ1268_MARKER: 53 = ELEVATED TANK
 AJ1268
 AJ1268  HISTORY     - Date     Condition        Report By
 AJ1268  HISTORY     - 1960     FIRST OBSERVED   CGS
 AJ1268
 AJ1268                          STATION DESCRIPTION
 AJ1268
 AJ1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AJ1268'THE STATION IS THE LIGHT AT THE TOP-CENTER OF THE 50,000-GALLON
 AJ1268'CAPACITY TANK WITH FALFURRIAS PAINTED IN BLACK LETTERS ON
 AJ1268'THE NORTH AND SOUTH SIDES OF THE TANK WHICH IS SUPPORTED BY
 AJ1268'A FOUR-LEGGED SKELETON STEEL STRUCTURE.  THE TANK HAS A
 AJ1268'CONE-SHAPED ROOF AND A CAT-WALK AROUND THE STRAIGHT SIDES AT THE
 AJ1268'TOP OF THE LEGS.  THE BOTTOM OF THE TANK IS BOWL-SHAPED.
 AJ1268'THIS TANK MAY BE DISMANTELED AT SOME FUTURE DATE ACCORDING
 AJ1268'TO PRESENT CITY PLANS.  IT IS 125 FEET HIGH, IN THE
 AJ1268'CENTRAL PART OF TOWN, ABOUT 0.15 MILE NORTH OF THE COURT
 AJ1268'HOUSE AND 1/2 BLOCK NORTH OF STATE HIGHWAY 285, 50 YARDS
 AJ1268'EAST OF U.S. HIGHWAY 281 AND AT THE REAR OF THE CHAMBER OF
 AJ1268'COMMERCE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1266 ***********************************************************************
 AJ1266  DESIGNATION -  FALFURRIAS RADIO STA KPSO MAST
 AJ1266  PID         -  AJ1266
 AJ1266  STATE/COUNTY-  TX/BROOKS
 AJ1266  USGS QUAD   -  FALFURRIAS (1963)
 AJ1266
 AJ1266                         *CURRENT SURVEY CONTROL
 AJ1266  ___________________________________________________________________
 AJ1266* NAD 83(1993)-  27 14 11.92677(N)    098 10 22.88249(W)     ADJUSTED  
 AJ1266* NAVD 88     -                                                        
 AJ1266  ___________________________________________________________________
 AJ1266  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AJ1266  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AJ1266
 AJ1266  HORZ ORDER  -  THIRD
 AJ1266
 AJ1266.The horizontal coordinates were established by classical geodetic methods
 AJ1266.and adjusted by the National Geodetic Survey in February 1996..
 AJ1266
 AJ1266
 AJ1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1266
 AJ1266.The geoid height was determined by GEOID03.
 AJ1266
 AJ1266;                    North         East     Units Scale Factor Converg.
 AJ1266;SPC TX S     - 5,173,982.869   332,382.692   MT  0.99990321   +0 08 54.4
 AJ1266;SPC TX S     -16,974,975.46  1,090,492.22   sFT  0.99990321   +0 08 54.4
 AJ1266;UTM  14      - 3,012,916.885   581,877.902   MT  0.99968275   +0 22 42.6
 AJ1266
 AJ1266                          SUPERSEDED SURVEY CONTROL
 AJ1266
 AJ1266  NAD 83(1986)-  27 14 11.93441(N)    098 10 22.85702(W) AD(       ) 4
 AJ1266  NAD 27      -  27 14 10.78300(N)    098 10 21.84100(W) AD(       ) 3
 AJ1266
 AJ1266.Superseded values are not recommended for survey control.
 AJ1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1266.See file dsdata.txt to determine how the superseded data were derived.
 AJ1266
 AJ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8187812917(NAD 83)
 AJ1266_MARKER: 42 = RADIO/TV MAST
 AJ1266
 AJ1266  HISTORY     - Date     Condition        Report By
 AJ1266  HISTORY     - 1960     FIRST OBSERVED   CGS
 AJ1266
 AJ1266                          STATION DESCRIPTION
 AJ1266
 AJ1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AJ1266'THE STATION IS THE RED LIGHT ATOP THE RED AND WHITE, 210-FOOT
 AJ1266'HIGH RADIO MAST WHICH IS ABOUT 2 MILES WEST OF FALFURRIAS.
 AJ1266'IT IS ABOUT 1.8 MILES WEST OF U.S. HIGHWAY 281, 0.45 MILE
 AJ1266'NORTH OF THE JUNCTION OF STATE HIGHWAY 285 AND FARM ROAD
 AJ1266'754 AND IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF FARM
 AJ1266'ROAD 754 AND A DIRT ROAD.  IT IS APPROXIMATELY 87 YARDS
 AJ1266'SOUTH OF THE CENTER OF THE EAST-WEST DIRT ROAD AND 70 YARDS
 AJ1266'WEST OF THE CENTER OF FARM ROAD 754.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1251 ***********************************************************************
 AJ1251  DESIGNATION -  FALFURRIAS TEX E TRANSM SYM TR
 AJ1251  PID         -  AJ1251
 AJ1251  STATE/COUNTY-  TX/JIM WELLS
 AJ1251  USGS QUAD   -  PREMONT WEST (1963)
 AJ1251
 AJ1251                         *CURRENT SURVEY CONTROL
 AJ1251  ___________________________________________________________________
 AJ1251* NAD 83(1993)-  27 16 32.72975(N)    098 09 15.07567(W)     ADJUSTED  
 AJ1251* NAVD 88     -                                                        
 AJ1251  ___________________________________________________________________
 AJ1251  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AJ1251  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AJ1251
 AJ1251  HORZ ORDER  -  THIRD
 AJ1251
 AJ1251.The horizontal coordinates were established by classical geodetic methods
 AJ1251.and adjusted by the National Geodetic Survey in February 1996..
 AJ1251
 AJ1251
 AJ1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1251
 AJ1251.The geoid height was determined by GEOID03.
 AJ1251
 AJ1251;                    North         East     Units Scale Factor Converg.
 AJ1251;SPC TX S     - 5,178,321.311   334,236.190   MT  0.99990624   +0 09 25.2
 AJ1251;SPC TX S     -16,989,209.17  1,096,573.23   sFT  0.99990624   +0 09 25.2
 AJ1251;UTM  14      - 3,017,261.786   583,713.539   MT  0.99968651   +0 23 15.5
 AJ1251
 AJ1251                          SUPERSEDED SURVEY CONTROL
 AJ1251
 AJ1251  NAD 83(1986)-  27 16 32.73797(N)    098 09 15.05092(W) AD(       ) 4
 AJ1251  NAD 27      -  27 16 31.59500(N)    098 09 14.03500(W) AD(       ) 3
 AJ1251
 AJ1251.Superseded values are not recommended for survey control.
 AJ1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1251.See file dsdata.txt to determine how the superseded data were derived.
 AJ1251
 AJ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8371417262(NAD 83)
 AJ1251_MARKER: 55 = TOWER
 AJ1251
 AJ1251  HISTORY     - Date     Condition        Report By
 AJ1251  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1251
 AJ1251                          STATION DESCRIPTION
 AJ1251
 AJ1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1251'THE STATION IS THE TOP CENTER OF THE SYMMETRIC, 126-FOOT HIGH,
 AJ1251'GRAY COLORED BUTENIZER, WHICH IS NEAR THE CENTER OF THE
 AJ1251'EAST SIDE OF THE GROUP OF TOWERS AT THE LA GLORIA OIL AND
 AJ1251'GAS CO. PLANT WHICH IS 4 MILES NORTH AND 1 MILE WEST OF
 AJ1251'FALFURRIAS.  ALTHO THE PLANT IS OWNED BY TEXAS EASTERN
 AJ1251'TRANSMISSION CORP., THE PLANT IS KNOWN AS THE LA GLORIA OIL AND
 AJ1251'GAS CO.  PLANT.  THE GROUP OF TOWERS CONSISTS OF 18 OR 20
 AJ1251'GRAY-COLORED TOWERS, BUT ONLY TWO ARE 126 FEET HIGH, THE
 AJ1251'OTHERS BEING AROUND 100 FEET OR LESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1253 ***********************************************************************
 AJ1253  DESIGNATION -  FALFURRIAS TEX E TRANSM SM TWR
 AJ1253  PID         -  AJ1253
 AJ1253  STATE/COUNTY-  TX/JIM WELLS
 AJ1253  USGS QUAD   -  PREMONT WEST (1963)
 AJ1253
 AJ1253                         *CURRENT SURVEY CONTROL
 AJ1253  ___________________________________________________________________
 AJ1253* NAD 83(1993)-  27 16 31.25803(N)    098 09 15.90200(W)     ADJUSTED  
 AJ1253* NAVD 88     -                                                        
 AJ1253  ___________________________________________________________________
 AJ1253  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AJ1253  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AJ1253
 AJ1253  HORZ ORDER  -  THIRD
 AJ1253
 AJ1253.The horizontal coordinates were established by classical geodetic methods
 AJ1253.and adjusted by the National Geodetic Survey in February 1996..
 AJ1253
 AJ1253
 AJ1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1253
 AJ1253.The geoid height was determined by GEOID03.
 AJ1253
 AJ1253;                    North         East     Units Scale Factor Converg.
 AJ1253;SPC TX S     - 5,178,275.953   334,213.589   MT  0.99990620   +0 09 24.8
 AJ1253;SPC TX S     -16,989,060.36  1,096,499.08   sFT  0.99990620   +0 09 24.8
 AJ1253;UTM  14      - 3,017,216.348   583,691.127   MT  0.99968646   +0 23 15.1
 AJ1253
 AJ1253                          SUPERSEDED SURVEY CONTROL
 AJ1253
 AJ1253  NAD 83(1986)-  27 16 31.26614(N)    098 09 15.87725(W) AD(       ) 4
 AJ1253  NAD 27      -  27 16 30.12800(N)    098 09 14.86400(W) AD(       ) 3
 AJ1253
 AJ1253.Superseded values are not recommended for survey control.
 AJ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1253.See file dsdata.txt to determine how the superseded data were derived.
 AJ1253
 AJ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8369117216(NAD 83)
 AJ1253_MARKER: 55 = TOWER
 AJ1253
 AJ1253  HISTORY     - Date     Condition        Report By
 AJ1253  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1253
 AJ1253                          STATION DESCRIPTION
 AJ1253
 AJ1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1253'THE STATION IS THE TOP-CENTER OF THE 126-FOOT HIGH, GRAY
 AJ1253'COLORED BUTENIZER, WHICH IS THE SECOND TOWER FROM THE EAST
 AJ1253'END OF A LINE OF FOUR TOWERS ALONG THE SOUTH SIDE OF THE
 AJ1253'GROUP OF TOWERS AT THE LA GLORIA OIL AND GAS CO. PLANT WHICH
 AJ1253'IS 4 MILES NORTH AND 1 MILE WEST OF FALFURRIAS.  ALTHO THE
 AJ1253'PLANT IS OWNED BY TEXAS EASTERN TRANSMISSION CORP., THE
 AJ1253'PLANT IS KNOWN AS THE LA GLORIA OIL AND GAS CO. PLANT.  THE
 AJ1253'GROUP OF TOWERS CONSISTS OF 18 OR 20 GRAY-COLORED TOWERS,
 AJ1253'BUT ONLY TWO ARE 126 FEET HIGH, THE OTHERS BEING AROUND
 AJ1253'100 FEET OR LESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1254 ***********************************************************************
 AJ1254  DESIGNATION -  FALFURRIAS TEXAS E TRANSM MAST
 AJ1254  PID         -  AJ1254
 AJ1254  STATE/COUNTY-  TX/JIM WELLS
 AJ1254  USGS QUAD   -  PREMONT WEST (1963)
 AJ1254
 AJ1254                         *CURRENT SURVEY CONTROL
 AJ1254  ___________________________________________________________________
 AJ1254* NAD 83(1993)-  27 16 26.55879(N)    098 09 21.47706(W)     ADJUSTED  
 AJ1254* NAVD 88     -                                                        
 AJ1254  ___________________________________________________________________
 AJ1254  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AJ1254  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AJ1254
 AJ1254  HORZ ORDER  -  THIRD
 AJ1254
 AJ1254.The horizontal coordinates were established by classical geodetic methods
 AJ1254.and adjusted by the National Geodetic Survey in February 1996..
 AJ1254
 AJ1254
 AJ1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1254
 AJ1254.The geoid height was determined by GEOID03.
 AJ1254
 AJ1254;                    North         East     Units Scale Factor Converg.
 AJ1254;SPC TX S     - 5,178,130.906   334,060.666   MT  0.99990609   +0 09 22.3
 AJ1254;SPC TX S     -16,988,584.48  1,095,997.37   sFT  0.99990609   +0 09 22.3
 AJ1254;UTM  14      - 3,017,070.719   583,538.822   MT  0.99968615   +0 23 12.5
 AJ1254
 AJ1254                          SUPERSEDED SURVEY CONTROL
 AJ1254
 AJ1254  NAD 83(1986)-  27 16 26.56691(N)    098 09 21.45227(W) AD(       ) 4
 AJ1254  NAD 27      -  27 16 25.42400(N)    098 09 20.43600(W) AD(       ) 3
 AJ1254
 AJ1254.Superseded values are not recommended for survey control.
 AJ1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1254.See file dsdata.txt to determine how the superseded data were derived.
 AJ1254
 AJ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8353917071(NAD 83)
 AJ1254_MARKER: 42 = RADIO/TV MAST
 AJ1254
 AJ1254  HISTORY     - Date     Condition        Report By
 AJ1254  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1254
 AJ1254                          STATION DESCRIPTION
 AJ1254
 AJ1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1254'THE STATION IS THE TOP-CENTER OF THE 176-FOOT HIGH RADIO
 AJ1254'MAST AT THE SOUTHWEST CORNER OF THE LA GLORIA OIL AND GAS
 AJ1254'CO. PLANT WHICH IS 4 MILES NORTH AND 1 MILE WEST OF FALFURRIAS.
 AJ1254'TEXAS EASTERN TRANSMISSION CORP. IS NOW THE ACTUAL OWNER
 AJ1254'AND IT IS NOT KNOWN IF THIS PLANT WILL CONTINUE TO BE CALLED
 AJ1254'LA GLORIA OR NOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1267 ***********************************************************************
 AJ1267  DESIGNATION -  FALFURRIAS TRANSCON GAS MAST
 AJ1267  PID         -  AJ1267
 AJ1267  STATE/COUNTY-  TX/BROOKS
 AJ1267  USGS QUAD   -  FALFURRIAS (1963)
 AJ1267
 AJ1267                         *CURRENT SURVEY CONTROL
 AJ1267  ___________________________________________________________________
 AJ1267* NAD 83(1993)-  27 14 59.88451(N)    098 08 52.34334(W)     ADJUSTED  
 AJ1267* NAVD 88     -                                                        
 AJ1267  ___________________________________________________________________
 AJ1267  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AJ1267  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AJ1267
 AJ1267  HORZ ORDER  -  THIRD
 AJ1267
 AJ1267.The horizontal coordinates were established by classical geodetic methods
 AJ1267.and adjusted by the National Geodetic Survey in February 1996..
 AJ1267
 AJ1267
 AJ1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1267
 AJ1267.The geoid height was determined by GEOID03.
 AJ1267
 AJ1267;                    North         East     Units Scale Factor Converg.
 AJ1267;SPC TX S     - 5,175,465.553   334,869.314   MT  0.99990419   +0 09 35.5
 AJ1267;SPC TX S     -16,979,839.90  1,098,650.41   sFT  0.99990419   +0 09 35.5
 AJ1267;UTM  14      - 3,014,409.221   584,358.006   MT  0.99968784   +0 23 24.7
 AJ1267
 AJ1267                          SUPERSEDED SURVEY CONTROL
 AJ1267
 AJ1267  NAD 83(1986)-  27 14 59.89233(N)    098 08 52.31772(W) AD(       ) 4
 AJ1267  NAD 27      -  27 14 58.74100(N)    098 08 51.29800(W) AD(       ) 3
 AJ1267
 AJ1267.Superseded values are not recommended for survey control.
 AJ1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1267.See file dsdata.txt to determine how the superseded data were derived.
 AJ1267
 AJ1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8435814409(NAD 83)
 AJ1267_MARKER: 42 = RADIO/TV MAST
 AJ1267
 AJ1267  HISTORY     - Date     Condition        Report By
 AJ1267  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1267
 AJ1267                          STATION DESCRIPTION
 AJ1267
 AJ1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1267'THE STATION IS THE RED LIGHT ATOP THE METAL POLE WHICH PROJECTS
 AJ1267'OUT THE TOP OF THE RED AND WHITE RADIO MAST WHICH IS 1.7
 AJ1267'MILE NORTH AND 0.6 MILE WEST OF FALFURRIAS.  THERE IS A
 AJ1267'CONE-SHAPED REFLECTOR ATTACHED TO THE POLE BELOW THE LIGHT.
 AJ1267'THE MAST IS ABOUT 280 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1147 ***********************************************************************
 BZ1147  DESIGNATION -  FALLON RESET
 BZ1147  PID         -  BZ1147
 BZ1147  STATE/COUNTY-  TX/LIMESTONE
 BZ1147  USGS QUAD   -  FALLON (1982)
 BZ1147
 BZ1147                         *CURRENT SURVEY CONTROL
 BZ1147  ___________________________________________________________________
 BZ1147* NAD 83(1993)-  31 34 21.24973(N)    096 23 34.89408(W)     ADJUSTED  
 BZ1147* NAVD 88     -       172.755  (meters)     566.78   (feet)  ADJUSTED  
 BZ1147  ___________________________________________________________________
 BZ1147  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BZ1147  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 BZ1147  DYNAMIC HT  -         172.547 (meters)     566.10  (feet)  COMP
 BZ1147  MODELED GRAV-     979,434.6   (mgal)                       NAVD 88
 BZ1147
 BZ1147  HORZ ORDER  -  FIRST
 BZ1147  VERT ORDER  -  FIRST     CLASS II
 BZ1147
 BZ1147.The horizontal coordinates were established by classical geodetic methods
 BZ1147.and adjusted by the National Geodetic Survey in February 1996..
 BZ1147
 BZ1147.The orthometric height was determined by differential leveling
 BZ1147.and adjusted by the National Geodetic Survey in June 1991..
 BZ1147
 BZ1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1147
 BZ1147.The geoid height was determined by GEOID03.
 BZ1147
 BZ1147.The dynamic height is computed by dividing the NAVD 88
 BZ1147.geopotential number by the normal gravity value computed on the
 BZ1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1147.degrees latitude (g = 980.6199 gals.).
 BZ1147
 BZ1147.The modeled gravity was interpolated from observed gravity values.
 BZ1147
 BZ1147;                    North         East     Units Scale Factor Converg.
 BZ1147;SPC TX C     - 3,217,906.919 1,073,944.993   MT  0.99993129   +2 01 46.2
 BZ1147;SPC TX C     -10,557,416.28  3,523,434.53   sFT  0.99993129   +2 01 46.2
 BZ1147;UTM  14      - 3,496,008.187   747,416.941   MT  1.00035507   +1 21 56.3
 BZ1147
 BZ1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1147!SPC TX C     -   0.99997685  x   0.99993129  =   0.99990815
 BZ1147!UTM  14      -   0.99997685  x   1.00035507  =   1.00033192
 BZ1147
 BZ1147:                Primary Azimuth Mark                     Grid Az
 BZ1147:SPC TX C     -  TEAGUE LOW TANK AT RR SHOPS              055 38 01.3
 BZ1147:UTM  14      -  TEAGUE LOW TANK AT RR SHOPS              056 17 51.2
 BZ1147
 BZ1147|---------------------------------------------------------------------|
 BZ1147| PID    Reference Object                     Distance      Geod. Az  |
 BZ1147|                                                           dddmmss.s |
 BZ1147| BZ1378 TEAGUE LOW TANK AT RR SHOPS         APPROX.11.8 KM 0573947.5 |
 BZ1147| BZ1376 TEAGUE MUNICIPAL TANK               APPROX.12.4 KM 0580658.2 |
 BZ1147| BZ1377 TEAGUE HIGH SCH DOME WITH FLAG      APPROX.12.6 KM 0595430.5 |
 BZ1147| CV7577 FALLON RM                           211.640 METERS 25851     |
 BZ1147| BZ1418 HORN                                APPROX.24.6 KM 2642102.0 |
 BZ1147| BZ1381 MEXIA MUNGERS COMPRESS              APPROX.14.5 KM 3224833.0 |
 BZ1147| BZ1382 MEXIA MUNGERS TANK                  APPROX.14.7 KM 3231145.9 |
 BZ1147| BZ1379 MEXIA FIRST PRESB CH SPIRE          APPROX.14.9 KM 3250912.8 |
 BZ1147| BZ1380 MEXIA METH CH ROUND DOME            APPROX.14.6 KM 3255645.1 |
 BZ1147|---------------------------------------------------------------------|
 BZ1147
 BZ1147                          SUPERSEDED SURVEY CONTROL
 BZ1147
 BZ1147  NAD 83(1986)-  31 34 21.25846(N)    096 23 34.87467(W) AD(       ) 1
 BZ1147
 BZ1147.Superseded values are not recommended for survey control.
 BZ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1147.See file dsdata.txt to determine how the superseded data were derived.
 BZ1147
 BZ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV4741796008(NAD 83)
 BZ1147_MARKER: DS = TRIANGULATION STATION DISK
 BZ1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1147_SP_SET: CONCRETE POST
 BZ1147_STAMPING: FALLON 1919 1969
 BZ1147_PROJECTION: PROJECTING 5 CENTIMETERS
 BZ1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1147+STABILITY: SURFACE MOTION
 BZ1147
 BZ1147  HISTORY     - Date     Condition        Report By
 BZ1147  HISTORY     - 1969     MONUMENTED       CGS
 BZ1147  HISTORY     - 1980     GOOD             NGS
 BZ1147
 BZ1147                          STATION DESCRIPTION
 BZ1147
 BZ1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1147'10.3 KM NW FROM PERSONVILLE.
 BZ1147'9.8 KM. (6.1 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ1147'STATE HIGHWAY 84 IN PERSONVILLE, THENCE 0.5 KM. (0.3 MI.) EAST ALONG
 BZ1147'THE LONE STAR GAS COMPANY PIPELINE RIGHT-OF-WAY, AT THE CREST OF A
 BZ1147'HILL, ABOUT 450 M. EAST OF BENCH MARK W 257, 14.3 M. (47.0 FT.) SOUTH
 BZ1147'OF THE CENTER OF THE PIPELINE, 3.4 M. (11.3 FT.) SOUTHWEST OF A 15-CM.
 BZ1147'TRIANGULAR BLAZED OAK TREE, 3.0 M. (10.0 FT.) SOUTHEAST OF THE CENTER
 BZ1147'OF A TRAIL LEADING SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0714 ***********************************************************************
 DO0714  DESIGNATION -  FALLS
 DO0714  PID         -  DO0714
 DO0714  STATE/COUNTY-  TX/WICHITA
 DO0714  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0714
 DO0714                         *CURRENT SURVEY CONTROL
 DO0714  ___________________________________________________________________
 DO0714* NAD 83(1993)-  33 53 02.44196(N)    098 28 25.30615(W)     ADJUSTED  
 DO0714* NAVD 88     -       307.1    (meters)    1008.     (feet)  VERTCON   
 DO0714  ___________________________________________________________________
 DO0714  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 DO0714  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DO0714
 DO0714  HORZ ORDER  -  FIRST
 DO0714
 DO0714.The horizontal coordinates were established by classical geodetic methods
 DO0714.and adjusted by the National Geodetic Survey in February 1996..
 DO0714
 DO0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0714
 DO0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0714
 DO0714.The geoid height was determined by GEOID03.
 DO0714
 DO0714;                    North         East     Units Scale Factor Converg.
 DO0714;SPC TXNC     - 2,245,891.773   602,433.320   MT  0.99997799   +0 00 51.6
 DO0714;SPC TXNC     - 7,368,396.59  1,976,483.32   sFT  0.99997799   +0 00 51.6
 DO0714;UTM  14      - 3,749,420.165   548,669.240   MT  0.99962920   +0 17 36.3
 DO0714
 DO0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0714!SPC TXNC     -   0.99995612  x   0.99997799  =   0.99993412
 DO0714!UTM  14      -   0.99995612  x   0.99962920  =   0.99958534
 DO0714
 DO0714|---------------------------------------------------------------------|
 DO0714| PID    Reference Object                     Distance      Geod. Az  |
 DO0714|                                                           dddmmss.s |
 DO0714| CX7179 FALLS RM 1                           10.956 METERS 05624     |
 DO0714| DO0787 WICHITA FALLS SW MUN TANK           APPROX. 5.7 KM 2621814.4 |
 DO0714| CX7180 FALLS RM 2                            6.980 METERS 28451     |
 DO0714| DO0785 WICHITA FALLS NE MUN TANK           APPROX. 4.1 KM 3102833.9 |
 DO0714|---------------------------------------------------------------------|
 DO0714
 DO0714                          SUPERSEDED SURVEY CONTROL
 DO0714
 DO0714  NAD 83(1993)-  33 53 02.44224(N)    098 28 25.30559(W) AD(       ) 1
 DO0714  NAD 83(1986)-  33 53 02.44481(N)    098 28 25.29301(W) AD(       ) 1
 DO0714  NAD 27      -  33 53 02.09423(N)    098 28 24.09901(W) AD(       ) 1
 DO0714  NGVD 29 (07/19/86)  307.0    (m)         1007.     (f) VERT ANG       
 DO0714
 DO0714.Superseded values are not recommended for survey control.
 DO0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0714.See file dsdata.txt to determine how the superseded data were derived.
 DO0714
 DO0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4866949420(NAD 83)
 DO0714_MARKER: DS = TRIANGULATION STATION DISK
 DO0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0714_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0714
 DO0714  HISTORY     - Date     Condition        Report By
 DO0714  HISTORY     - 1975     MONUMENTED       NGS
 DO0714  HISTORY     - 20010525 GOOD             USPSQD
 DO0714
 DO0714                          STATION DESCRIPTION
 DO0714
 DO0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0714'NO DISTANT REFERENCE MARK ESTABLISHED.
 DO0714'
 DO0714'THE STATION IS LOCATED ON THE EAST EDGE OF WICHITA FALLS ALONG THE
 DO0714'SOUTHEAST RIGHT-OF-WAY OF FRONTAGE ROAD FOR U.S. HIGHWAY 287.
 DO0714'
 DO0714'TO REACH THE STATION FROM THE INTERSECTION OF BYPASS U.S. HIGHWAY
 DO0714'281 AND MIDWESTERN PARKWAY, GO NORTHERLY ON FRONTAGE ROAD FOR 0.65
 DO0714'MILE TO A METAL BARN ON THE RIGHT, CONTINUE NORTHERLY ON FRONTAGE
 DO0714'ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 DO0714'
 DO0714'STATION MARKS ARE STANDARD DISKS STAMPED FALLS 1975.  THE SURFACE
 DO0714'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DO0714'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET
 DO0714'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD AND 2 FEET
 DO0714'NORTHWEST OF A FENCELINE AND METAL WITNESS POST.  THE UNDERGROUND
 DO0714'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 DO0714'INCHES BELOW THE GROUND SURFACE.
 DO0714'
 DO0714'REFERENCE MARK 1, A STANDARD DISK STAMPED FALLS NO 1 1975, IS
 DO0714'CEMENTED IN A DRILL HOLE ATOP OF CURB FOR FRONTAGE ROAD.  IT IS 20
 DO0714'FEET NORTHWEST OF THE FENCELINE AND 13 FEET SOUTHEAST OF THE
 DO0714'CENTERLINE OF FRONTAGE ROAD.
 DO0714'
 DO0714'REFERENCE MARK 2, A STANDARD DISK STAMPED FALLS NO 2 1975, IS
 DO0714'CEMENTED IN A DRILL HOLE ATOP OF CURB FOR FRONTAGE ROAD.  IT IS 20
 DO0714'FEET NORTHWEST OF THE FENCELINE AND 13 FEET SOUTHEAST OF THE
 DO0714'CENTERLINE OF FRONTAGE ROAD.
 DO0714'
 DO0714'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 DO0714
 DO0714                          STATION RECOVERY (2001)
 DO0714
 DO0714'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1057 ***********************************************************************
 CU1057  DESIGNATION -  FALLS
 CU1057  PID         -  CU1057
 CU1057  STATE/COUNTY-  TX/SCURRY
 CU1057  USGS QUAD   -  IRA (1979)
 CU1057
 CU1057                         *CURRENT SURVEY CONTROL
 CU1057  ___________________________________________________________________
 CU1057* NAD 83(1993)-  32 36 23.00897(N)    101 01 44.39867(W)     ADJUSTED  
 CU1057* NAVD 88     -       707.     (meters)    2320.     (feet)  SCALED    
 CU1057  ___________________________________________________________________
 CU1057  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CU1057  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CU1057
 CU1057  HORZ ORDER  -  THIRD
 CU1057
 CU1057.The horizontal coordinates were established by classical geodetic methods
 CU1057.and adjusted by the National Geodetic Survey in February 1996..
 CU1057
 CU1057.The orthometric height was scaled from a topographic map.
 CU1057
 CU1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1057
 CU1057.The geoid height was determined by GEOID03.
 CU1057
 CU1057;                    North         East     Units Scale Factor Converg.
 CU1057;SPC TXNC     - 2,107,063.328   362,659.071   MT  0.99990262   -1 22 45.5
 CU1057;SPC TXNC     - 6,912,923.60  1,189,823.97   sFT  0.99990262   -1 22 45.5
 CU1057;UTM  14      - 3,609,469.912   309,605.374   MT  1.00004702   -1 05 37.3
 CU1057
 CU1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1057!SPC TXNC     -   0.99989312  x   0.99990262  =   0.99979576
 CU1057!UTM  14      -   0.99989312  x   1.00004702  =   0.99994014
 CU1057
 CU1057:                Primary Azimuth Mark                     Grid Az
 CU1057:SPC TXNC     -  DAVIS                                    014 07 37.0
 CU1057:UTM  14      -  DAVIS                                    013 50 28.8
 CU1057
 CU1057|---------------------------------------------------------------------|
 CU1057| PID    Reference Object                     Distance      Geod. Az  |
 CU1057|                                                           dddmmss.s |
 CU1057| CU1052 DAVIS                               APPROX. 8.6 KM 0124451.5 |
 CU1057|---------------------------------------------------------------------|
 CU1057
 CU1057                          SUPERSEDED SURVEY CONTROL
 CU1057
 CU1057  NAD 83(1986)-  32 36 23.01436(N)    101 01 44.38978(W) AD(       ) 3
 CU1057  NAD 27      -  32 36 22.61234(N)    101 01 42.95877(W) AD(       ) 3
 CU1057
 CU1057.Superseded values are not recommended for survey control.
 CU1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1057.See file dsdata.txt to determine how the superseded data were derived.
 CU1057
 CU1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0960509470(NAD 83)
 CU1057_MARKER: DD = SURVEY DISK
 CU1057_SETTING: 0 = UNSPECIFIED SETTING
 CU1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU1057
 CU1057  HISTORY     - Date     Condition        Report By
 CU1057  HISTORY     - 1949     MONUMENTED       USGS
 CU1057
 CU1057                          STATION DESCRIPTION
 CU1057
 CU1057'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 CU1057'IRA, 1.7 MI. N. AND 1.7 MI. W. OF, ON LAND OWNED AND OCCUPIED BY
 CU1057'MR. RAY FALLS.  TO REACH FROM CROSSROADS AT IRA, GO W. 1.0 MI. TO
 CU1057'CROSSROADS, GO N. 1.5 MI. TO T-FENCE W., GO W. ALONG TRAIL ON S.
 CU1057'SIDE OF FENCE 0.5 MI. TO OLD HOUSE SITE, FOLLOW TRAIL 0.1 MI. TO
 CU1057'FENCE CORNER AT T-FENCE S., GO 0.15 MI. NW. ACROSS FIELD TO TOP OF
 CU1057'CULTIVATED HILL AND STATION.  STATION IS 660 FT. N. AND 540 FT. W.
 CU1057'OF FENCE CORNER, T-FENCE S., AT HIGHEST POINT OF CULTIVATED FIELD.
 CU1057'
 CU1057'STATION MARK--STANDARD TABLET SET IN CONCRETE POST, 2 FT. UNDER
 CU1057'SURFACE OF GROUND, STAMPED ---FALLS 1949---.
 CU1057'
 CU1057'REFERENCE MARK NO. 1--STANDARD TABLET, 1069.88 FT. SE. OF STATION,
 CU1057'205 FT. E. AND 1 FT. N. OF FENCE CORNER AT T-FENCE S., IN CONCRETE
 CU1057'POST, STAMPED ---FALLS NO. 1 1949---.
 CU1057'
 CU1057'REFERENCE MARK NO. 2--STANDARD TABLET, 667.27 FT. SSW. OF STATION,
 CU1057'2 FT. N. OF E-W. FENCE LINE, IN CONCRETE POST, STAMPED ---FALLS
 CU1057'NO. 2 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1453 ***********************************************************************
 AJ1453  DESIGNATION -  FALPORT
 AJ1453  PID         -  AJ1453
 AJ1453  STATE/COUNTY-  TX/BROOKS
 AJ1453  USGS QUAD   -  FLOWELLA (1963)
 AJ1453
 AJ1453                         *CURRENT SURVEY CONTROL
 AJ1453  ___________________________________________________________________
 AJ1453* NAD 83(1993)-  27 12 21.63718(N)    098 07 23.04431(W)     ADJUSTED  
 AJ1453* NAVD 88     -        32.3    (meters)     106.     (feet)  VERTCON   
 AJ1453  ___________________________________________________________________
 AJ1453  X           -    -802,087.368 (meters)                     COMP
 AJ1453  Y           -  -5,619,539.629 (meters)                     COMP
 AJ1453  Z           -   2,898,539.107 (meters)                     COMP
 AJ1453  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AJ1453  ELLIP HEIGHT-           6.99  (meters)          (02/16/96) GPS OBS
 AJ1453  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AJ1453
 AJ1453  HORZ ORDER  -  THIRD
 AJ1453  ELLP ORDER  -  FIFTH     CLASS I
 AJ1453
 AJ1453.This mark is at Brooks Co (T18) Airport (T18)
 AJ1453
 AJ1453.The horizontal coordinates were established by GPS observations
 AJ1453.and adjusted by the National Geodetic Survey in February 1996..
 AJ1453
 AJ1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1453
 AJ1453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1453
 AJ1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1453
 AJ1453.The ellipsoidal height was determined by GPS observations
 AJ1453.and is referenced to NAD 83.
 AJ1453
 AJ1453.The geoid height was determined by GEOID03.
 AJ1453
 AJ1453;                    North         East     Units Scale Factor Converg.
 AJ1453;SPC TX S     - 5,170,602.330   337,340.194   MT  0.99990116   +0 10 16.1
 AJ1453;SPC TX S     -16,963,884.48  1,106,756.95   sFT  0.99990116   +0 10 16.1
 AJ1453;UTM  14      - 3,009,556.989   586,847.866   MT  0.99969311   +0 24 03.4
 AJ1453
 AJ1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1453!SPC TX S     -   0.99999890  x   0.99990116  =   0.99990006
 AJ1453!UTM  14      -   0.99999890  x   0.99969311  =   0.99969201
 AJ1453
 AJ1453:                Primary Azimuth Mark                     Grid Az
 AJ1453:SPC TX S     -  FALPORT AZ MK                            149 26 01.7
 AJ1453:UTM  14      -  FALPORT AZ MK                            149 12 14.4
 AJ1453
 AJ1453|---------------------------------------------------------------------|
 AJ1453| PID    Reference Object                     Distance      Geod. Az  |
 AJ1453|                                                           dddmmss.s |
 AJ1453| AJ1454 FALPORT AZ MK                       APPROX. 0.5 KM 1493617.8 |
 AJ1453|---------------------------------------------------------------------|
 AJ1453
 AJ1453                          SUPERSEDED SURVEY CONTROL
 AJ1453
 AJ1453  NAD 83(1986)-  27 12 21.64505(N)    098 07 23.02001(W) AD(       ) 3
 AJ1453  NAD 27      -  27 12 20.57948(N)    098 07 22.04723(W) AD(       ) 3
 AJ1453  NGVD 29 (12/08/88)   32.4    (m)          106.     (f) GPS OBS        
 AJ1453
 AJ1453.Superseded values are not recommended for survey control.
 AJ1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1453.See file dsdata.txt to determine how the superseded data were derived.
 AJ1453
 AJ1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8684809557(NAD 83)
 AJ1453_MARKER: I = METAL ROD
 AJ1453_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ1453_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AJ1453_STAMPING: FALPORT 1988
 AJ1453_MARK LOGO: NGS   
 AJ1453_PROJECTION: FLUSH
 AJ1453_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1453+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AJ1453_ROD/PIPE-DEPTH: 11.5 meters
 AJ1453_SLEEVE-DEPTH  : 0.76 meters
 AJ1453
 AJ1453  HISTORY     - Date     Condition        Report By
 AJ1453  HISTORY     - 1988     MONUMENTED       NGS
 AJ1453
 AJ1453                          STATION DESCRIPTION
 AJ1453
 AJ1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AJ1453'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHEAST OF FALFURRIAS, 2
 AJ1453'KM (1.25 MI) SOUTH OF STATE HIGHWAY 285, AT THE BROOKS COUNTY
 AJ1453'AIRPORT.  OWNERSHIP-- BROOKS COUNTY, COUNTY COMMISSIONERS COURT, C/O
 AJ1453'DAN WILSON, MANAGER, FALFURRIAS , TX. 78355.  TELEPHONE NUMBER
 AJ1453'512-325-2909.
 AJ1453'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 281 AND STATE
 AJ1453'HIGHWAY 285 IN FALFURRIAS.  GO SOUTH ON U.S. HIGHWAY 281 FOR 0.8 KM
 AJ1453'(0.50 MI) TO FARM ROAD 2191.  TURN LEFT AND GO EAST ON FARM ROAD 2191
 AJ1453'FOR 2.49 KM (1.55 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND
 AJ1453'GO SOUTH ON THE PAVED ROAD FOR 0.88 KM (0.55 MI) TO A FORK AT THE
 AJ1453'HANGERS.  KEEP RIGHT, SOUTH FOR 0.24 KM (0.15 MI) TO THE AIRPORT
 AJ1453'OFFICE ON THE LEFT.  GO SOUTH, PAST THE OFFICE, ACROSS A TARMAC TO A
 AJ1453'RAMP LEADING NORTHEAST. TURN  LEFT, NORTHEAST ON THE RAMP FOR 0.24 KM
 AJ1453'(0.15 MI) TO THE JUNCTION WITH A NORTH-SOUTH RUNWAY (17-35), AND THE
 AJ1453'STATION ON THE RIGHT.
 AJ1453'THE STATION IS SET 17.4 M (57.1 FT) WEST OF THE CENTERLINE OF THE
 AJ1453'RUNWAY, 10.0 M (32.8 FT) SOUTHEAST OF THE CENTERLINE OF THE RAMP, 8.5
 AJ1453'M (27.9 FT) SOUTHWEST OF THE EDGE OF THE SOUTH JUNCTION OF THE
 AJ1453'RAMP-RUNWAY AND 4.3 M (14.1 FT) NORTHWEST OF TAXI INDICATOR BOX.
 AJ1453'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ1453'DESCRIBED BY G.R.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1454 ***********************************************************************
 AJ1454  SACS        -  This is a Secondary Airport Control Station.
 AJ1454  DESIGNATION -  FALPORT AZ MK
 AJ1454  PID         -  AJ1454
 AJ1454  STATE/COUNTY-  TX/BROOKS
 AJ1454  USGS QUAD   -  FLOWELLA (1963)
 AJ1454
 AJ1454                         *CURRENT SURVEY CONTROL
 AJ1454  ___________________________________________________________________
 AJ1454* NAD 83(1993)-  27 12 06.23885(N)    098 07 12.94269(W)     ADJUSTED  
 AJ1454* NAVD 88     -        33.65   (meters)     110.4    (feet)  GPS OBS   
 AJ1454  ___________________________________________________________________
 AJ1454  X           -    -801,842.874 (meters)                     COMP
 AJ1454  Y           -  -5,619,794.196 (meters)                     COMP
 AJ1454  Z           -   2,898,117.989 (meters)                     COMP
 AJ1454  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AJ1454  ELLIP HEIGHT-           7.89  (meters)          (07/24/01) GPS OBS
 AJ1454  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AJ1454
 AJ1454  HORZ ORDER  -  FIRST
 AJ1454  ELLP ORDER  -  FOURTH    CLASS II
 AJ1454
 AJ1454.This mark is at Brooks Co (T18) Airport (T18)
 AJ1454
 AJ1454.The horizontal coordinates were established by GPS observations
 AJ1454.and adjusted by the National Geodetic Survey in May 1997..
 AJ1454
 AJ1454.The orthometric height was determined by GPS observations and a
 AJ1454.high-resolution geoid model.
 AJ1454
 AJ1454.GPS derived orthometric heights for airport stations designated as
 AJ1454.PACS or SACS are published to 2 decimal places.  This maintains
 AJ1454.centimeter relative accuracy between the PACS and SACS.  It does
 AJ1454.not indicate centimeter accuracy relative to other marks which are
 AJ1454.part of the NAVD 88 network.
 AJ1454
 AJ1454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1454
 AJ1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1454
 AJ1454.The ellipsoidal height was determined by GPS observations
 AJ1454.and is referenced to NAD 83.
 AJ1454
 AJ1454.The geoid height was determined by GEOID03.
 AJ1454
 AJ1454;                    North         East     Units Scale Factor Converg.
 AJ1454;SPC TX S     - 5,170,129.258   337,619.592   MT  0.99990090   +0 10 20.7
 AJ1454;SPC TX S     -16,962,332.41  1,107,673.61   sFT  0.99990090   +0 10 20.7
 AJ1454;UTM  14      - 3,009,085.139   587,129.100   MT  0.99969371   +0 24 07.8
 AJ1454
 AJ1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1454!SPC TX S     -   0.99999876  x   0.99990090  =   0.99989966
 AJ1454!UTM  14      -   0.99999876  x   0.99969371  =   0.99969247
 AJ1454
 AJ1454:                Primary Azimuth Mark                     Grid Az
 AJ1454:SPC TX S     -  FALPORT                                  329 26 01.7
 AJ1454:UTM  14      -  FALPORT                                  329 12 14.6
 AJ1454
 AJ1454|---------------------------------------------------------------------|
 AJ1454| PID    Reference Object                     Distance      Geod. Az  |
 AJ1454|                                                           dddmmss.s |
 AJ1454| AJ1453 FALPORT                             APPROX. 0.5 KM 3293622.4 |
 AJ1454| AB3197 T18 A                               APPROX. 0.6 KM 3534500.4 |
 AJ1454|---------------------------------------------------------------------|
 AJ1454
 AJ1454                          SUPERSEDED SURVEY CONTROL
 AJ1454
 AJ1454  ELLIP H (05/16/97)    8.01   (m)                       GP(       ) 4 2
 AJ1454  NAD 83(1993)-  27 12 06.23375(N)    098 07 12.93995(W) AD(       ) 3
 AJ1454  ELLIP H (02/16/96)    7.93   (m)                       GP(       ) 5 1
 AJ1454  NAD 83(1986)-  27 12 06.24161(N)    098 07 12.91564(W) AD(       ) 3
 AJ1454  NAD 27      -  27 12 05.17548(N)    098 07 11.94321(W) AD(       ) 3
 AJ1454  NGVD 29 (12/08/88)   33.3    (m)          109.     (f) GPS OBS        
 AJ1454
 AJ1454.Superseded values are not recommended for survey control.
 AJ1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1454.See file dsdata.txt to determine how the superseded data were derived.
 AJ1454
 AJ1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8712909085(NAD 83)
 AJ1454_MARKER: I = METAL ROD
 AJ1454_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ1454_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AJ1454_STAMPING: FALPORT AZ MK 1988
 AJ1454_MARK LOGO: NGS   
 AJ1454_PROJECTION: FLUSH
 AJ1454_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1454+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1995
 AJ1454_ROD/PIPE-DEPTH: 12.0 meters
 AJ1454_SLEEVE-DEPTH  : 0.76 meters
 AJ1454
 AJ1454  HISTORY     - Date     Condition        Report By
 AJ1454  HISTORY     - 1988     MONUMENTED       NGS
 AJ1454  HISTORY     - 19950412 GOOD             NGS
 AJ1454
 AJ1454                          STATION DESCRIPTION
 AJ1454
 AJ1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AJ1454'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHEAST OF FALFURRIAS, 2
 AJ1454'KM (1.25 MI) SOUTH OF STATE HIGHWAY 285, AT THE BROOKS COUNTY
 AJ1454'AIRPORT.  OWNERSHIP-- BROOKS COUNTY, COUNTY COMMISSIONERS COURT, C/O
 AJ1454'DAN WILSON, MANAGER, FALFURRIAS , TX. 78355.  TELEPHONE NUMBER
 AJ1454'512-325-2909.
 AJ1454'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 281 AND STATE
 AJ1454'HIGHWAY 285 IN FALFURRIAS.  GO SOUTH ON U.S. HIGHWAY 281 FOR 0.8 KM
 AJ1454'(0.50 MI) TO FARM ROAD 2191.  TURN LEFT AND GO EAST ON FARM ROAD 2191
 AJ1454'FOR 2.49 KM (1.55 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND
 AJ1454'GO SOUTH ON THE PAVED ROAD FOR 0.88 KM (0.55 MI) TO A FORK AT THE
 AJ1454'HANGERS.  KEEP RIGHT, SOUTH FOR 0.24 KM (0.15 MI) TO THE AIRPORT
 AJ1454'OFFICE ON THE LEFT.  GO SOUTH, PAST THE OFFICE, ACROSS A TARMAC TO A
 AJ1454'RAMP LEADING NORTHEAST. TURN  LEFT, NORTHEAST ON THE RAMP FOR 0.24 KM
 AJ1454'(0.15 MI) TO THE JUNCTION WITH A NORTH-SOUTH RUNWAY (17-35).  TURN
 AJ1454'RIGHT AND GO SOUTH ALONG THE WEST SIDE OF THE RUNWAY FOR 0.64 KM
 AJ1454'(0.40 MI) TO THE STATION ON THE RIGHT, BETWEEN RUNWAYS 32 AND 35.
 AJ1454'THE STATION IS SET 16.1 M (52.8 FT) WEST OF THE CENTERLINE OF RUNWAY
 AJ1454'35, 16.1 M (52.8 FT) NORTHEAST OF THE CENTERLINE OF RUNWAY 32, 6.0 M
 AJ1454'(19.7 FT) NORTH OF THE NORTH EDGE OF THE JUNCTION OF RUNWAYS 32 AND
 AJ1454'35, 7.3 M (24.0 FT) SOUTH-SOUTHEAST OF THE MIDDLE LIGHT OF 3 LIGHTS
 AJ1454'AND 2.2 M (7.2 FT) NORTHWEST  OF A DUCT COVER.
 AJ1454'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ1454'DESCRIBED BY G.R.H.
 AJ1454
 AJ1454                          STATION RECOVERY (1995)
 AJ1454
 AJ1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AJ1454'THE STATION IS LOCATED 3.0 KM (1.85 MI) SOUTHEAST OF FALFURRIAS AT THE
 AJ1454'BROOKS COUNTY AIRPORT.  NEAR THE JUNCTION OF THE SOUTH END OF RUNWAY
 AJ1454'35 AND THE SOUTHEAST END OF RUNWAY 32, NEAR THE SOUTH END OF THE GRASS
 AJ1454'MEDIAN NORTH OF THE JUNCTION.  OWNERSHIP--BROOKS COUNTY, COUNTY
 AJ1454'COMMISSIONERS COURT, FALFURRIAS, TX.  78355.  DAN WILSON AIRPORT
 AJ1454'MANAGER, PHONE 512-325-2909.  TO REACH THE STATION FROM THE JUNCTION
 AJ1454'OF U.S.  HIGHWAY 281 AND STATE HIGHWAY 285 IN FALFURRIAS GO SOUTH ON
 AJ1454'U.S.  HIGHWAY 281 FOR 0.8 KM (0.50 MI) TO FARM ROAD 2191 (EAST NOBLE
 AJ1454'STREET) , TURN LEFT, EAST, 2.4 KM (1.50 MI) TO THE AIRPORT ROAD, TURN
 AJ1454'RIGHT, SOUTH, 0.88 KM (0.55 MI) TO A FORK AT THE HANGARS.  KEEP RIGHT,
 AJ1454'SOUTH, 0.24 KM (0.15 MI) TO THE AIRPORT OFFICE ON THE LEFT. GO SOUTH,
 AJ1454'PAST THE OFFICE, ACROSS THE APRON TO A TAXI LEADING NORTHEAST.  TURN
 AJ1454'LEFT, NORTHEAST, 0.24 KM (0.15 MI) ALONG THE TAXI TO THE JUNCTION WITH
 AJ1454'A NORTH-SOUTH RUNWAY (17-35) .  TURN RIGHT, SOUTH, 0.64 KM (0.40 MI)
 AJ1454'ALONG THE WEST SIDE OF THE RUNWAY TO THE STATION ON THE RIGHT, BETWEEN
 AJ1454'RUNWAYS 32 AND 35.  STATION IS 19.5 M (64.0 FT) WEST OF RUNWAY 35
 AJ1454'CENTERLINE, 15.9 M (52.2 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF
 AJ1454'RUNWAY 32, 7.3 M (24.0 FT) SOUTH-SOUTHEAST OF THE CENTER 1 OF 3
 AJ1454'LIGHTS, 6.0 M (19.7 FT) NORTH OF THE NORTH EDGE OF THE JUNCTION, 2.0 M
 AJ1454'(6.6 FT) NORTHWEST OF A 2X2 FOOT CONCRETE DUCT COVER, AND 0.2 M (0.7
 AJ1454'FT) BELOW THE LEVEL OF THE RUNWAYS. NOTE--ACCESS TO THE DATUM POINT IS
 AJ1454'THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A
 AJ1454'REQUIREMENTS.  MARK IS A SECONDARY AIRPORT CONTROL STATION.  BY R.G.
 AJ1454'HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6381 ***********************************************************************
 AW6381  DESIGNATION -  FALSE 1931
 AW6381  PID         -  AW6381
 AW6381  STATE/COUNTY-  TX/HARRIS
 AW6381  USGS QUAD   -  LA PORTE (1982)
 AW6381
 AW6381                         *CURRENT SURVEY CONTROL
 AW6381  ___________________________________________________________________
 AW6381* NAD 83(1993)-  29 43 53.87648(N)    095 03 00.15328(W)     ADJUSTED  
 AW6381* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6381  ___________________________________________________________________
 AW6381  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AW6381  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6381
 AW6381  HORZ ORDER  -  THIRD
 AW6381
 AW6381.The horizontal coordinates were established by classical geodetic methods
 AW6381.and adjusted by the National Geodetic Survey in February 1996..
 AW6381
 AW6381.The orthometric height was scaled from a topographic map.
 AW6381
 AW6381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6381
 AW6381.The geoid height was determined by GEOID03.
 AW6381
 AW6381;                    North         East     Units Scale Factor Converg.
 AW6381;SPC TXSC     - 4,216,835.099   982,022.195   MT  0.99988713   +1 56 06.5
 AW6381;SPC TXSC     -13,834,733.15  3,221,851.15   sFT  0.99988713   +1 56 06.5
 AW6381;UTM  15      - 3,290,808.272   301,726.655   MT  1.00008507   -1 01 01.3
 AW6381
 AW6381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6381!SPC TXSC     -   1.00000427  x   0.99988713  =   0.99989140
 AW6381!UTM  15      -   1.00000427  x   1.00008507  =   1.00008934
 AW6381
 AW6381                          SUPERSEDED SURVEY CONTROL
 AW6381
 AW6381  NAD 83(1986)-  29 43 53.89208(N)    095 03 00.13409(W) AD(       ) 3
 AW6381  NAD 27      -  29 43 53.07020(N)    095 02 59.38710(W) AD(       ) 3
 AW6381
 AW6381.Superseded values are not recommended for survey control.
 AW6381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6381.See file dsdata.txt to determine how the superseded data were derived.
 AW6381
 AW6381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0172790808(NAD 83)
 AW6381_MARKER: I = METAL ROD
 AW6381_SETTING: 0 = UNSPECIFIED SETTING
 AW6381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6381
 AW6381  HISTORY     - Date     Condition        Report By
 AW6381  HISTORY     - 1931     MONUMENTED       CGS
 AW6381  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6381
 AW6381                          STATION DESCRIPTION
 AW6381
 AW6381'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6381'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 324+00.
 AW6381'LOCATED IN THE CENTRAL PORTION OF THE N SIDE OF BARNES ISLAND,
 AW6381'55 METERS INSHORE FROM THE HOUSTON SHIP CHANNEL.  TO A LOW
 AW6381'GRASS-COVERED KNOLL WITH A FEW SCRUBBY GROWTH TREES ON THE
 AW6381'CREST.  TO THE S AT ABOUT 120 METERS IS A SMALL LAKE SURROUNDED
 AW6381'BY MARSH.
 AW6381'
 AW6381'STATION IS MARKED BY A 1-3/4-INCH PIPE EXTENDING 6 INCHES OUT
 AW6381'OF GROUND.  ONE FOOT FROM THE STATION THERE IS A PIPE WHICH
 AW6381'SERVES AS A GUARD STAKE AND EXTENDS 2 FEET OUT OF GROUND.
 AW6381'
 AW6381'REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AW6381'POSTS.
 AW6381'
 AW6381'REFERENCE MARK 1 IS 26.50 METERS FROM STATION N 62 DEG E.
 AW6381'
 AW6381'REFERENCE MARK 2 IS 22.73 METERS FROM STATION S 40 DEG 30 MIN E.
 AW6381
 AW6381                          STATION RECOVERY (1952)
 AW6381
 AW6381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6381'STATION WAS NOT RECOVERED.  THE AREA WAS SEARCHED BUT NO TRACE OF
 AW6381'THE STATION OR REFERENCE MARKS COULD BE FOUND.  THE AREA IS MARSHY
 AW6381'AND COVERED BY THICK GRASS.  THE DISTANCE AS INDICATED BY THE
 AW6381'ORIGINAL DESCRIPTION, FROM THE SMALL LAKE, WOULD PLACE THE
 AW6381'STATION OUT IN THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5731 ***********************************************************************
 AW5731  DESIGNATION -  FANNETT
 AW5731  PID         -  AW5731
 AW5731  STATE/COUNTY-  TX/JEFFERSON
 AW5731  USGS QUAD   -  FANNETT EAST (1964)
 AW5731
 AW5731                         *CURRENT SURVEY CONTROL
 AW5731  ___________________________________________________________________
 AW5731* NAD 83(1993)-  29 56 31.68185(N)    094 14 22.15919(W)     ADJUSTED  
 AW5731* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AW5731  ___________________________________________________________________
 AW5731  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW5731  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW5731
 AW5731  HORZ ORDER  -  FIRST
 AW5731
 AW5731.The horizontal coordinates were established by classical geodetic methods
 AW5731.and adjusted by the National Geodetic Survey in February 1996..
 AW5731
 AW5731.The orthometric height was scaled from a topographic map.
 AW5731
 AW5731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5731
 AW5731.The geoid height was determined by GEOID03.
 AW5731
 AW5731;                    North         East     Units Scale Factor Converg.
 AW5731;SPC TXSC     - 4,243,066.735 1,059,426.267   MT  0.99991924   +2 19 56.0
 AW5731;SPC TXSC     -13,920,794.78  3,475,801.01   sFT  0.99991924   +2 19 56.0
 AW5731;SPC TX C     - 3,046,649.153 1,288,049.110   MT  1.00005116   +3 08 19.3
 AW5731;SPC TX C     - 9,995,548.10  4,225,874.46   sFT  1.00005116   +3 08 19.3
 AW5731;UTM  15      - 3,313,019.212   380,380.175   MT  0.99977654   -0 37 07.4
 AW5731
 AW5731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5731!SPC TXSC     -   1.00000320  x   0.99991924  =   0.99992244
 AW5731!SPC TX C     -   1.00000320  x   1.00005116  =   1.00005436
 AW5731!UTM  15      -   1.00000320  x   0.99977654  =   0.99977974
 AW5731
 AW5731|---------------------------------------------------------------------|
 AW5731| PID    Reference Object                     Distance      Geod. Az  |
 AW5731|                                                           dddmmss.s |
 AW5731| CV9784 FANNETT RM 1                         21.571 METERS 10721     |
 AW5731| CV8809 CENTER OF FRONT OF SCHOOL                          2052226.0 |
 AW5731| CV9785 FANNETT RM 2                                       21132     |
 AW5731|---------------------------------------------------------------------|
 AW5731
 AW5731                          SUPERSEDED SURVEY CONTROL
 AW5731
 AW5731  NAD 83(1993)-  29 56 31.68318(N)    094 14 22.15910(W) AD(       ) 1
 AW5731  NAD 83(1986)-  29 56 31.70092(N)    094 14 22.13868(W) AD(       ) 1
 AW5731  NAD 27      -  29 56 30.92500(N)    094 14 21.47300(W) AD(       ) 1
 AW5731
 AW5731.Superseded values are not recommended for survey control.
 AW5731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5731.See file dsdata.txt to determine how the superseded data were derived.
 AW5731
 AW5731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8038013019(NAD 83)
 AW5731_MARKER: DS = TRIANGULATION STATION DISK
 AW5731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5731
 AW5731  HISTORY     - Date     Condition        Report By
 AW5731  HISTORY     - 1931     MONUMENTED       CGS
 AW5731  HISTORY     - 1943     GOOD             SHELL
 AW5731  HISTORY     - 1945     GOOD             CGS
 AW5731  HISTORY     - 1948     POOR             LOCSUR
 AW5731  HISTORY     - 1954     SEE DESCRIPTION  USGS
 AW5731  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW5731  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW5731
 AW5731                          STATION DESCRIPTION
 AW5731
 AW5731'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW5731'ABOUT 12 MILES SW OF BEAUMONT, AND 1.4 MILES NE OF THE VILLAGE
 AW5731'OF FANNETT, ON W SIDE OF STATE HIGHWAY 125, ON E SIDE OF THE
 AW5731'GULF, COLORADO AND SANTA FE RAILWAY, AND ON N SIDE OF A
 AW5731'SIDE ROAD GOING W FROM HIGHWAY AND CROSSING TRACKS.  STATION
 AW5731'IS IN FENCE LINE BETWEEN RIGHT-OF-WAY OF ABOVE SIDE ROAD AND
 AW5731'RIGHT-OF-WAY OF RAILROAD, 34.07 FEET SE OF E RAIL OF
 AW5731'SINGLE-TRACK LINE WHERE IT GOES THROUGH CATTLE GUARD, 45 FEET NW
 AW5731'OF CENTER LINE OF HIGHWAY, 38.5 FEET NE OF CENTER LINE OF
 AW5731'SHELL SIDE ROAD, AND 13 FEET NW OF A FENCE CORNER POST.
 AW5731'
 AW5731'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 AW5731'SET IN CONCRETE.
 AW5731'
 AW5731'SURFACE MARK PROJECTS 8 INCHES ABOVE GROUND.
 AW5731'
 AW5731'REFERENCE MARK NO. 1 PROJECTS 3 INCHES ABOVE GROUND, IS IN
 AW5731'FENCE LINE BETWEEN W SIDE OF PASTURE AND E RIGHT-OF-WAY LINE
 AW5731'OF HIGHWAY 125, 56 FEET NE OF THE CENTER LINE OF THE SIDE ROAD
 AW5731'WHICH GOES W FROM THE HIGHWAY, 1.4 MILES NE OF VILLAGE OF
 AW5731'FANNETT, 101.9 FEET SE OF E RAIL OF RAILWAY, 25 FEET SE OF CENTER
 AW5731'LINE OF HIGHWAY, 1.21 FEET SE OF FENCE LINE, AND 70.77 FEET
 AW5731'FROM STATION, S 72 DEG 39 MIN E.
 AW5731'
 AW5731'REFERENCE MARK NO. 2 PROJECTS 10 INCHES ABOVE GROUND, IS IN
 AW5731'FENCE LINE BETWEEN RAILWAY RIGHT-OF-WAY ON W AND HIGHWAY ON
 AW5731'E, 0.35 MILE SW OF WHERE SIDE ROAD CROSSES TRACKS 1.4 MILES
 AW5731'NE OF FANNETT, 46.05 FEET SE OF E RAIL OF RAILWAY, 32 FEET NW
 AW5731'OF CENTER LINE OF HIGHWAY, 1.45 FEET W OF FENCE LINE, AND 0.35
 AW5731'MILE FROM STATION, S 31 DEG 32 MIN W.
 AW5731'
 AW5731'AZIMUTH FROM STATION OF CENTER OF FRONT OF SCHOOL BUILDING AT
 AW5731'FANNETT, DISTANT 1-1/2 MILES, IS S 25 DEG 22 MIN W.
 AW5731'
 AW5731'STATION REACHED FROM BEAUMONT BY STATE HIGHWAY 125 ABOUT 12
 AW5731'MILES SW TO A ROAD WHICH GOES W FROM HIGHWAY AT POINT 1.4 MILES
 AW5731'NE OF VILLAGE OF FANNETT.  A MAIL BOX HERE IS MARKED W.S. CLUBB.
 AW5731
 AW5731                          STATION RECOVERY (1943)
 AW5731
 AW5731'RECOVERY NOTE BY SHELL OIL COMPANY 1943 (HLO)
 AW5731'SOME ANIMAL EVIDENTLY HAS TUNNELED ALONGSIDE THE MARK AND
 AW5731'CAUSED IT TO SINK IN THIS FASHION.  TOP OF MARK IS NOW AT AN
 AW5731'ANGLE OF 45 DEG WITH THE HORIZON.
 AW5731
 AW5731                          STATION RECOVERY (1945)
 AW5731
 AW5731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (SCD)
 AW5731'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 AW5731
 AW5731                          STATION RECOVERY (1948)
 AW5731
 AW5731'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948
 AW5731'RECOVERED BY STAMLER AND MILLER SURVEYORS.
 AW5731'
 AW5731'STATION HAS BEEN DISTURBED.  SURFACE MARK IS STILL IN, BUT
 AW5731'HAD BEEN DISTURBED BY CONSTRUCTION EQUIPMENT.
 AW5731
 AW5731                          STATION RECOVERY (1954)
 AW5731
 AW5731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AW5731'SURFACE MARK DESTROYED.  SUBSURFACE MARK DISTURBED.
 AW5731
 AW5731                          STATION RECOVERY (2001)
 AW5731
 AW5731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW5731'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5731
 AW5731                          STATION RECOVERY (2004)
 AW5731
 AW5731'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2071 ***********************************************************************
 AN2071  DESIGNATION -  FANNIN
 AN2071  PID         -  AN2071
 AN2071  STATE/COUNTY-  TX/GOLIAD
 AN2071  USGS QUAD   -  HENSLEY LAKE (1987)
 AN2071
 AN2071                         *CURRENT SURVEY CONTROL
 AN2071  ___________________________________________________________________
 AN2071* NAD 83(1993)-  28 44 02.00557(N)    097 19 31.22156(W)     ADJUSTED  
 AN2071* NAVD 88     -        66.     (meters)     217.     (feet)  SCALED    
 AN2071  ___________________________________________________________________
 AN2071  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AN2071  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN2071
 AN2071  HORZ ORDER  -  FIRST
 AN2071
 AN2071.The horizontal coordinates were established by classical geodetic methods
 AN2071.and adjusted by the National Geodetic Survey in February 1996..
 AN2071
 AN2071.The orthometric height was scaled from a topographic map.
 AN2071
 AN2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2071
 AN2071.The geoid height was determined by GEOID03.
 AN2071
 AN2071;                    North         East     Units Scale Factor Converg.
 AN2071;SPC TXSC     - 4,100,978.562   763,574.261   MT  0.99991785   +0 49 13.6
 AN2071;SPC TXSC     -13,454,627.17  2,505,159.89   sFT  0.99991785   +0 49 13.6
 AN2071;UTM  14      - 3,179,652.728   663,540.466   MT  0.99993007   +0 48 18.9
 AN2071
 AN2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2071!SPC TXSC     -   0.99999392  x   0.99991785  =   0.99991177
 AN2071!UTM  14      -   0.99999392  x   0.99993007  =   0.99992399
 AN2071
 AN2071|---------------------------------------------------------------------|
 AN2071| PID    Reference Object                     Distance      Geod. Az  |
 AN2071|                                                           dddmmss.s |
 AN2071| CV3958 FANNIN RM 1                          29.967 METERS 00743     |
 AN2071| AN2079 GOLIAD ST PAULS LUTH CH SPIRE       APPROX. 4.8 KM 0335446.1 |
 AN2071| CV3959 FANNIN RM 2                          28.400 METERS 16941     |
 AN2071| AN2077 GOLIAD MUNICIPAL STANDPIPE          APPROX. 9.6 KM 2233921.5 |
 AN2071| CV3957 FANNIN AZ MK                                       3583747.3 |
 AN2071|---------------------------------------------------------------------|
 AN2071
 AN2071                          SUPERSEDED SURVEY CONTROL
 AN2071
 AN2071  NAD 83(1986)-  28 44 02.01260(N)    097 19 31.20606(W) AD(       ) 1
 AN2071  NAD 27      -  28 44 01.04800(N)    097 19 30.24200(W) AD(       ) 1
 AN2071
 AN2071.Superseded values are not recommended for survey control.
 AN2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2071.See file dsdata.txt to determine how the superseded data were derived.
 AN2071
 AN2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6354079653(NAD 83)
 AN2071_MARKER: DS = TRIANGULATION STATION DISK
 AN2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2071
 AN2071  HISTORY     - Date     Condition        Report By
 AN2071  HISTORY     - 1952     MONUMENTED       CGS
 AN2071  HISTORY     - 1963     GOOD             CGS
 AN2071
 AN2071                          STATION DESCRIPTION
 AN2071
 AN2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2071'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF GOLIAD AND
 AN2071'6 MILES NORTHWEST OF THE VILLAGE OF FANNIN.  IT IS ON A
 AN2071'PARTIALLY TIMBERED RIDGE NEAR THE BERGER FARM YARD.
 AN2071'
 AN2071'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 183 AND U.S.
 AN2071'HIGHWAY 59 IN GOLIAD, GO NORTH ON U.S. HIGHWAY 183 FOR 4.25
 AN2071'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, ON FARM
 AN2071'ROAD 622 AND GO EAST AND NORTH FOR 4.05 MILES TO A SIDE ROAD
 AN2071'RIGHT LEADING THROUGH A WOODEN GATE.  TURN RIGHT, PASS THROUGH
 AN2071'THE GATE AND GO 0.35 MILE TO A FENCE CORNER AND THE AZIMUTH
 AN2071'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.3
 AN2071'MILE TO THE BERGER FARM YARD AND THE STATION SITE ON THE
 AN2071'LEFT, EAST SIDE OF ROAD.
 AN2071'
 AN2071'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AN2071'POSTS.
 AN2071'
 AN2071'THE STATION MARK IS STAMPED FANNIN 1952, AND IS FLUSH WITH THE
 AN2071'GROUND SURFACE.  THE MARK IS LOCATED ABOUT 250 FEET NORTHEAST
 AN2071'OF A FARM HOUSE.  49 FEET SOUTH-SOUTHWEST OF A GATE.  30 FEET
 AN2071'NORTHWEST OF A FENCE CORNER.  30 FEET EAST OF A TRACK ROAD.  AND
 AN2071'16 FEET WEST OF A WHITE WITNESS POST.
 AN2071'
 AN2071'REFERENCE MARK NO. 1 IS STAMPED FANNIN NO 1 1952, AND IS FLUSH
 AN2071'WITH THE GROUND SURFACE.  IT IS LOCATED 37 FEET NORTH OF A GATE
 AN2071'AND 1 FOOT WEST OF A FENCE LINE.
 AN2071'
 AN2071'REFERENCE MARK NO. 2 IS STAMPED FANNIN NO 2 1952, AND IS FLUSH
 AN2071'WITH THE GROUND SURFACE.  IT IS LOCATED 73 FEET EAST OF A TRACK
 AN2071'ROAD AND 1 FOOT WEST OF A FENCE LINE.
 AN2071'
 AN2071'THE AZIMUTH MARK IS STAMPED FANNIN 1952, AND IS FLUSH WITH THE
 AN2071'GROUND SURFACE.  IT IS LOCATED 0.3 MILE NORTH OF THE STATION.
 AN2071'22 FEET WEST OF THE WEST TRACK OF A TRACK ROAD.  7 FEET
 AN2071'NORTH-NORTHEAST OF A WHITE WITNESS POST.  AND 3 FEET SOUTH OF
 AN2071'A FENCE CORNER.
 AN2071'
 AN2071'IT WILL BE NECESSARY TO ELEVATE THE SIGNAL ON THE AZIMUTH MARK
 AN2071'TO BE VISIBLE AT THE STATION.
 AN2071'
 AN2071'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AN2071
 AN2071                          STATION RECOVERY (1963)
 AN2071
 AN2071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2071'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 AN2071'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AN2071'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1266 ***********************************************************************
 CR1266  DESIGNATION -  FANNIN
 CR1266  PID         -  CR1266
 CR1266  STATE/COUNTY-  TX/SMITH
 CR1266  USGS QUAD   -  WINONA (1972)
 CR1266
 CR1266                         *CURRENT SURVEY CONTROL
 CR1266  ___________________________________________________________________
 CR1266* NAD 83(1993)-  32 26 23.28176(N)    095 12 55.03631(W)     ADJUSTED  
 CR1266* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 CR1266  ___________________________________________________________________
 CR1266  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 CR1266  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR1266
 CR1266  HORZ ORDER  -  FIRST
 CR1266
 CR1266.The horizontal coordinates were established by classical geodetic methods
 CR1266.and adjusted by the National Geodetic Survey in February 1996..
 CR1266
 CR1266.The orthometric height was scaled from a topographic map.
 CR1266
 CR1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1266
 CR1266.The geoid height was determined by GEOID03.
 CR1266
 CR1266;                    North         East     Units Scale Factor Converg.
 CR1266;SPC TXNC     - 2,090,562.013   908,819.885   MT  0.99992923   +1 47 29.3
 CR1266;SPC TXNC     - 6,858,785.54  2,981,686.57   sFT  0.99992923   +1 47 29.3
 CR1266;UTM  15      - 3,591,346.293   291,736.984   MT  1.00013489   -1 11 19.5
 CR1266
 CR1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1266!SPC TXNC     -   0.99997919  x   0.99992923  =   0.99990842
 CR1266!UTM  15      -   0.99997919  x   1.00013489  =   1.00011407
 CR1266
 CR1266|---------------------------------------------------------------------|
 CR1266| PID    Reference Object                     Distance      Geod. Az  |
 CR1266|                                                           dddmmss.s |
 CR1266| CY1802 FANNIN RM 1                          34.345 METERS 06259     |
 CR1266| CY1801 FANNIN AZ MK                                       1623340.2 |
 CR1266| CR1347 TYLER                               APPROX.12.9 KM 1955225.6 |
 CR1266| CY1803 FANNIN RM 2                          29.790 METERS 24652     |
 CR1266|---------------------------------------------------------------------|
 CR1266
 CR1266                          SUPERSEDED SURVEY CONTROL
 CR1266
 CR1266  NAD 83(1986)-  32 26 23.28950(N)    095 12 55.02256(W) AD(       ) 1
 CR1266  NAD 27      -  32 26 22.76580(N)    095 12 54.20880(W) AD(       ) 1
 CR1266
 CR1266.Superseded values are not recommended for survey control.
 CR1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1266.See file dsdata.txt to determine how the superseded data were derived.
 CR1266
 CR1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR9173791346(NAD 83)
 CR1266_MARKER: DS = TRIANGULATION STATION DISK
 CR1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1266_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1266
 CR1266  HISTORY     - Date     Condition        Report By
 CR1266  HISTORY     - 1950     MONUMENTED       CGS
 CR1266  HISTORY     - 1965     GOOD             BGAS
 CR1266  HISTORY     - 19960420 GOOD             USPSQD
 CR1266  HISTORY     - 20040606 GOOD             USPSQD
 CR1266
 CR1266                          STATION DESCRIPTION
 CR1266
 CR1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1266'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF TYLER ON THE
 CR1266'WEST EDGE OF CAMP FANNIN, WHICH IS NOW PROPERTY OF THE STATE
 CR1266'TUBERCULOSIS SANATORIUM.  STATION IS 91 FEET WEST OF THE
 CR1266'APPROXIMATE CENTERLINE OF GRAVES AVE., 53 FEET NORTHEAST
 CR1266'OF LARGE WATER TANK AND 4 FEET EAST OF WITNESS POST.  THE
 CR1266'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED FANNIN
 CR1266'1950.
 CR1266'
 CR1266'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE APPROXIMATE
 CR1266'CENTERLINE OF GRAVES AVE.  THE MARK PROJECTS ABOUT 4 INCHES
 CR1266'AND THE DISK IS STAMPED FANNIN NO 1 1950.
 CR1266'
 CR1266'REFERENCE MARK NO. 2 IS 28 FEET WEST OF THE WATER TANK AND
 CR1266'3 FEET NORTH OF A POWER LINE GUY POLE.  THE MARK PROJECTS
 CR1266'ABOUT 4 INCHES AND THE DISK IS STAMPED FANNIN NO 2 1950.
 CR1266'
 CR1266'AZIMUTH MARK IS 56 FEET SOUTH SOUTHEAST OF THE CENTERLINE
 CR1266'OF U.S. HIGHWAY 271, 5 FEET NORTH NORTHWEST OF FENCE AND
 CR1266'4 FEET NORTH NORTHWEST OF WITNESS POST.  THE MARK PROJECTS
 CR1266'ABOUT 5 INCHES AND THE DISK IS STAMPED FANNIN 1950.
 CR1266'
 CR1266'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 271 AND
 CR1266'STATE ROUTE 135 IN GLADEWATER GO SOUTHWESTERLY ON U.S. HIGHWAY
 CR1266'271 FOR 17.7 MILES TO ENTRANCE TO THE STATE TUBERCULOSIS
 CR1266'SANATORIUM ON RIGHT AND AZIMUTH MARK ON LEFT AS DESCRIBED.
 CR1266'PASS THROUGH GATE AND GO 0.2 MILE TO CROSS STREET.  TURN
 CR1266'RIGHT AND GO ALONG SOUTH SIDE OF BUILDINGS FOR 0.2 MILE.
 CR1266'TURN LEFT AND GO NORTH FOR 0.35 MILE TO T ROAD RIGHT.  TURN
 CR1266'RIGHT AND GO EASTERLY ON S WINONA RD. FOR 0.7 MILE TO CROSS
 CR1266'STREET.  TURN LEFT AND GO NORTH ON DANIEL AVE. FOR 0.35
 CR1266'MILE TO CROSS STREET.  TURN LEFT ON CHAPMAN RD. AND GO 0.15
 CR1266'MILE TO GRAVES AVE.  TURN RIGHT AND GO NORTH ON GRAVES AVE.
 CR1266'FOR 0.2 MILE TO WATER TANK AND STATION ON LEFT AS
 CR1266'DESCRIBED.
 CR1266'
 CR1266'AN 87 FOOT SIGNAL AT STATION TYLER IS V.G.
 CR1266'
 CR1266'A 74 FOOT SIGNAL AT STATION SAND IS VISIBLE AT 37 FEET.
 CR1266'
 CR1266'AN 87 FOOT SIGNAL AT STATION WINONA IS VISIBLE AT 37 FEET.
 CR1266'
 CR1266'A 74 FOOT SIGNAL AT STATION DOUGLAS IS VISIBLE AT 37 FEET.
 CR1266'
 CR1266'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CR1266
 CR1266                          STATION RECOVERY (1965)
 CR1266
 CR1266'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 CR1266'STATION WAS VISITED AND THE STATION, R.M. 1 AND R.M. 2 WERE
 CR1266'FOUND IN GOOD CONDITION.  AZIMUTH MARK APPARENTLY WAS DESTROYED
 CR1266'BY ROAD MACHINERY.  DESCRIPTION IS NO LONGER ADEQUATE DUE
 CR1266'TO THE ARMY BASE BEING ABANDONED.  A NEW TO REACH FOLLOWS,
 CR1266'THE STATION IS REACHED FROM THE JUNCTION OF HWYS. 271 AND
 CR1266'HWY. 155 (ABOUT 1.0 MILE WEST OF OWENTOWN) BY GOING NORTH
 CR1266'ON STATE 155 FOR 0.6 MILE TO A CROSSROAD, TURN LEFT ON A
 CR1266'BLACK TOP ROAD AND GO WEST 0.8 MILE TO THE REMAINS OF THE
 CR1266'OLD WATER TANK AND STATION ON THE RIGHT.
 CR1266
 CR1266                          STATION RECOVERY (1996)
 CR1266
 CR1266'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1266'RECOVERED IN GOOD CONDITION.
 CR1266
 CR1266                          STATION RECOVERY (2004)
 CR1266
 CR1266'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1265 ***********************************************************************
 CR1265  DESIGNATION -  FANNIN STATE TB SANATORIUM TK
 CR1265  PID         -  CR1265
 CR1265  STATE/COUNTY-  TX/SMITH
 CR1265  USGS QUAD   -  WINONA (1972)
 CR1265
 CR1265                         *CURRENT SURVEY CONTROL
 CR1265  ___________________________________________________________________
 CR1265* NAD 83(1993)-  32 26 22.89420(N)    095 12 55.63778(W)     ADJUSTED  
 CR1265* NAVD 88     -                                                        
 CR1265  ___________________________________________________________________
 CR1265  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 CR1265  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR1265
 CR1265  HORZ ORDER  -  THIRD
 CR1265
 CR1265.The horizontal coordinates were established by classical geodetic methods
 CR1265.and adjusted by the National Geodetic Survey in February 1996..
 CR1265
 CR1265
 CR1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1265
 CR1265.The geoid height was determined by GEOID03.
 CR1265
 CR1265;                    North         East     Units Scale Factor Converg.
 CR1265;SPC TXNC     - 2,090,549.591   908,804.556   MT  0.99992925   +1 47 28.9
 CR1265;SPC TXNC     - 6,858,744.78  2,981,636.28   sFT  0.99992925   +1 47 28.9
 CR1265;UTM  15      - 3,591,334.681   291,721.026   MT  1.00013497   -1 11 19.8
 CR1265
 CR1265                          SUPERSEDED SURVEY CONTROL
 CR1265
 CR1265  NAD 83(1986)-  32 26 22.90203(N)    095 12 55.62406(W) AD(       ) 4
 CR1265  NAD 27      -  32 26 22.37900(N)    095 12 54.80600(W) AD(       ) 3
 CR1265
 CR1265.Superseded values are not recommended for survey control.
 CR1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1265.See file dsdata.txt to determine how the superseded data were derived.
 CR1265
 CR1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR9172191335(NAD 83)
 CR1265_MARKER: 51 = TANK
 CR1265
 CR1265  HISTORY     - Date     Condition        Report By
 CR1265  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1265  HISTORY     - 19960420 GOOD             USPSQD
 CR1265  HISTORY     - 20040606 POOR             USPSQD
 CR1265
 CR1265                          STATION DESCRIPTION
 CR1265
 CR1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1265'STATION IS LOCATED ON THE WEST EDGE OF CAMP FANNIN, WHICH
 CR1265'IS NOW PROPERTY OF THE STATE TUBERCULOSIS SANATORIUM.  STATION
 CR1265'IS ABOUT 80 FEET HIGH AND 21 FEET IN DIAMETER AT THE BASE.
 CR1265'THE BASE IS OF CONCRETE AND THE TANK IS OF WOOD CONSTRUCTION.
 CR1265'STATION IS PAINTED YELLOW AND WHITE.
 CR1265'
 CR1265'THE POINT INTERSECTED WAS THE CENTER OF THE TANK.
 CR1265'
 CR1265'TO REACH FROM THE MAIN GATE LEADING TO THE SANITORIUM ON
 CR1265'U.S. HIGHWAY 271 GO 0.2 MILE TO CROSS STREET.  TURN RIGHT AND
 CR1265'GO EAST FOR 0.2 MILE.  TURN LEFT AND GO NORTH FOR 0.35 MILE
 CR1265'TO T ROAD RIGHT.  TURN RIGHT AND GO EAST ON S WINONA RD.
 CR1265'FOR 0.7 MILE TO CROSS STREET.  TURN LEFT AND GO NORTH ON
 CR1265'DANIEL AVE. FOR 0.35 MILE TO CROSS STREET.  TURN LEFT ON
 CR1265'CHAPMAN RD. AND GO 0.15 MILE TO GRAVES AVE.  TURN RIGHT AND
 CR1265'GO NORTH ON GRAVES AVE. FOR 0.2 MILE TO STATION ON LEFT OR
 CR1265'WEST SIDE OF STREET.
 CR1265
 CR1265                          STATION RECOVERY (1996)
 CR1265
 CR1265'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR1265'RECOVERED IN GOOD CONDITION.
 CR1265
 CR1265                          STATION RECOVERY (2004)
 CR1265
 CR1265'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR1265'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0657 ***********************************************************************
 EO0657  DESIGNATION -  FAREWELL MUNICIPAL TANK
 EO0657  PID         -  EO0657
 EO0657  STATE/COUNTY-  TX/PARMER
 EO0657  USGS QUAD   -  FARWELL (1985)
 EO0657
 EO0657                         *CURRENT SURVEY CONTROL
 EO0657  ___________________________________________________________________
 EO0657* NAD 83(1993)-  34 22 57.04753(N)    103 02 23.83309(W)     ADJUSTED  
 EO0657* NAVD 88     -                                                        
 EO0657  ___________________________________________________________________
 EO0657  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 EO0657  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 EO0657
 EO0657  HORZ ORDER  -  THIRD
 EO0657
 EO0657.The horizontal coordinates were established by classical geodetic methods
 EO0657.and adjusted by the National Geodetic Survey in February 1996..
 EO0657
 EO0657
 EO0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0657
 EO0657.The geoid height was determined by GEOID03.
 EO0657
 EO0657;                    North         East     Units Scale Factor Converg.
 EO0657;SPC TX N     - 1,043,539.605    58,368.004   MT  1.00007273   -0 53 32.9
 EO0657;SPC TX N     - 3,423,679.52    191,495.69   sFT  1.00007273   -0 53 32.9
 EO0657;UTM  13      - 3,806,310.641   680,203.505   MT  1.00000029   +1 06 25.8
 EO0657
 EO0657                          SUPERSEDED SURVEY CONTROL
 EO0657
 EO0657  NAD 83(1993)-  34 22 57.04790(N)    103 02 23.83305(W) AD(       ) 4
 EO0657  NAD 83(1986)-  34 22 57.06041(N)    103 02 23.82703(W) AD(       ) 4
 EO0657  NAD 27      -  34 22 56.78908(N)    103 02 22.02325(W) AD(       ) 3
 EO0657
 EO0657.Superseded values are not recommended for survey control.
 EO0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0657.See file dsdata.txt to determine how the superseded data were derived.
 EO0657
 EO0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU8020406311(NAD 83)
 EO0657_MARKER: 53 = ELEVATED TANK
 EO0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0657+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 EO0657
 EO0657  HISTORY     - Date     Condition        Report By
 EO0657  HISTORY     - 1975     FIRST OBSERVED   NGS
 EO0657  HISTORY     - 20030719 GOOD             USPSQD
 EO0657  HISTORY     - 20051023 GOOD             GEOCAC
 EO0657
 EO0657                          STATION DESCRIPTION
 EO0657
 EO0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0657'THE STATION, FARWELL MUNICIPAL WATER TANK, IS THE CENTER OF THE
 EO0657'TOP OF A PEDESTAL-SPHERE TYPE ELEVATED WATER TANK, 125 FEET HIGH,
 EO0657'THAT IS PAINTED SILVER AND HAS THE LETTERS FARWELL PAINTED ON ITS
 EO0657'NORTH SIDE.  IT IS 0.15 MILE EAST OF THE TEXAS-NEW MEXICO STATE
 EO0657'LINE, 0.4 MILE SOUTH OF AVENUE A (U.S. HIGHWAYS 70, 60 AND 84)
 EO0657'AND 125 FEET NORTHEAST OF THE INTERSECTION OF AVENUE F AND THIRD
 EO0657'STREET IN FARWELL.
 EO0657
 EO0657                          STATION RECOVERY (2003)
 EO0657
 EO0657'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 EO0657'RECOVERED IN GOOD CONDITION.
 EO0657
 EO0657                          STATION RECOVERY (2005)
 EO0657
 EO0657'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0517 ***********************************************************************
 EM0517  DESIGNATION -  FARGO
 EM0517  PID         -  EM0517
 EM0517  STATE/COUNTY-  TX/WILBARGER
 EM0517  USGS QUAD   -  NORTHSIDE (1985)
 EM0517
 EM0517                         *CURRENT SURVEY CONTROL
 EM0517  ___________________________________________________________________
 EM0517* NAD 83(1993)-  34 21 41.10868(N)    099 19 27.18016(W)     ADJUSTED  
 EM0517* NAVD 88     -       415.181  (meters)    1362.14   (feet)  ADJUSTED  
 EM0517  ___________________________________________________________________
 EM0517  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 EM0517  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 EM0517  DYNAMIC HT  -         414.722 (meters)    1360.63  (feet)  COMP
 EM0517  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 EM0517
 EM0517  HORZ ORDER  -  FIRST
 EM0517  VERT ORDER  -  SECOND    CLASS 0
 EM0517
 EM0517.The horizontal coordinates were established by classical geodetic methods
 EM0517.and adjusted by the National Geodetic Survey in February 1996..
 EM0517
 EM0517.The orthometric height was determined by differential leveling
 EM0517.and adjusted by the National Geodetic Survey in June 1991..
 EM0517
 EM0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0517
 EM0517.The geoid height was determined by GEOID03.
 EM0517
 EM0517.The dynamic height is computed by dividing the NAVD 88
 EM0517.geopotential number by the normal gravity value computed on the
 EM0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0517.degrees latitude (g = 980.6199 gals.).
 EM0517
 EM0517.The modeled gravity was interpolated from observed gravity values.
 EM0517
 EM0517;                    North         East     Units Scale Factor Converg.
 EM0517;SPC TXNC     - 2,299,147.828   524,169.532   MT  1.00013404   -0 26 58.3
 EM0517;SPC TXNC     - 7,543,120.83  1,719,712.87   sFT  1.00013404   -0 26 58.3
 EM0517;UTM  14      - 3,802,278.199   470,186.631   MT  0.99961096   -0 10 58.8
 EM0517
 EM0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0517!SPC TXNC     -   0.99993926  x   1.00013404  =   1.00007329
 EM0517!UTM  14      -   0.99993926  x   0.99961096  =   0.99955024
 EM0517
 EM0517|---------------------------------------------------------------------|
 EM0517| PID    Reference Object                     Distance      Geod. Az  |
 EM0517|                                                           dddmmss.s |
 EM0517| EM0518 FARGO RM 1                           24.965 METERS 11237     |
 EM0517| EM0965 HARRISON                            APPROX. 4.0 KM 1772424.1 |
 EM0517| CX7181 FARGO RM 2                           18.455 METERS 19422     |
 EM0517|---------------------------------------------------------------------|
 EM0517
 EM0517                          SUPERSEDED SURVEY CONTROL
 EM0517
 EM0517  NAD 83(1993)-  34 21 41.10869(N)    099 19 27.18013(W) AD(       ) 1
 EM0517  NAD 83(1986)-  34 21 41.11554(N)    099 19 27.17071(W) AD(       ) 1
 EM0517  NAD 27      -  34 21 40.82960(N)    099 19 25.86430(W) AD(       ) 1
 EM0517  NGVD 29 (??/??/92)  415.03   (m)         1361.6    (f) COMPUTED    2 0
 EM0517
 EM0517.Superseded values are not recommended for survey control.
 EM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0517.See file dsdata.txt to determine how the superseded data were derived.
 EM0517
 EM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD7018702278(NAD 83)
 EM0517_MARKER: DS = TRIANGULATION STATION DISK
 EM0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0517_STAMPING: FARGO 1961
 EM0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0517+STABILITY: SURFACE MOTION
 EM0517
 EM0517  HISTORY     - Date     Condition        Report By
 EM0517  HISTORY     - 1961     MONUMENTED       CGS
 EM0517  HISTORY     - 1961     GOOD             CGS
 EM0517
 EM0517                          STATION DESCRIPTION
 EM0517
 EM0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0517'THE STATION IS ABOUT 19-1/2 MILES SOUTH OF ALTUS, 14 MILES NORTH
 EM0517'OF VERNON, 1/2 MILE SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 EM0517'283 AND STATE ROUTE 91.
 EM0517'
 EM0517'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER
 EM0517'RED RIVER ON HIGHWAY 283, GO SOUTH FOR 4.75 MILES TO THE
 EM0517'JUNCTION OF STATE ROUTE 91.  TURN RIGHT, WEST, FOR 0.5 MILE
 EM0517'TO THE ACCESS ROAD.  TURN LEFT AND GO TO THE SOUTH CENTRAL
 EM0517'SECTION AND THE STATION AS DESCRIBED.  IT IS 218 FEET
 EM0517'EAST-NORTHEAST OF THE SOUTH WEST FENCE CORNER, 83.3 FEET
 EM0517'NORTHWEST OF THE WITNESS POST AND 55 FEET NORTH OF THE FENCE.
 EM0517'THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 EM0517'FARGO 1961.
 EM0517'
 EM0517'REFERENCE MARK 1 IS 1.6 FEET NORTH OF THE WITNESS POST AND 2
 EM0517'FEET NORTH OF THE FENCE.  THE MONUMENT PROJECTS 0.2 FOOT AND
 EM0517'THE DISK IS STAMPED FARGO NO 1 1961.
 EM0517'
 EM0517'THE SOUTH MARK IS AN UNSTAMPED BRONZE DISK SET IN THE TOP
 EM0517'OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 EM0517'THE GROUND.  THE POINT HELD IS THE PUNCH MARK NEAR THE CENTER
 EM0517'OF THE DISK.  IT IS 94.8 FEET WEST OF THE WITNESS POST AND
 EM0517'3 FEET NORTH OF THE FENCE.
 EM0517'
 EM0517'THE STATION HARRISON MAY BE USED AS AN AZIMUTH MARK.
 EM0517'
 EM0517'THE DISTANCE BETWEEN REFERENCE MARK 1 AND THE SOUTH MARK IS
 EM0517'94.58 FEET.
 EM0517
 EM0517                          STATION RECOVERY (1961)
 EM0517
 EM0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EM0517'5.4 MI E FROM ODELL.
 EM0517'5.4 MILES EAST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE IN ODELL,
 EM0517'THENCE SOUTH 0.1 MILE TO ALTUS AIR FORCE AUXILIARY SITE 5.  THE MARK
 EM0517'IS AT THE SOUTH-CENTRAL AREA OF THE SITE, SET IN A CONCRETE MONUMENT
 EM0517'THAT IS FLUSH WITH THE GROUND, 55 FEET NORTH OF A FENCE, AND 83.3 FEET
 EM0517'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0518 ***********************************************************************
 EM0518  DESIGNATION -  FARGO RM 1
 EM0518  PID         -  EM0518
 EM0518  STATE/COUNTY-  TX/WILBARGER
 EM0518  USGS QUAD   -  NORTHSIDE (1985)
 EM0518
 EM0518                         *CURRENT SURVEY CONTROL
 EM0518  ___________________________________________________________________
 EM0518* NAD 83(1986)-  34 21 41.     (N)    099 19 27.     (W)     SCALED    
 EM0518* NAVD 88     -       415.298  (meters)    1362.52   (feet)  ADJUSTED  
 EM0518  ___________________________________________________________________
 EM0518  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 EM0518  DYNAMIC HT  -         414.838 (meters)    1361.01  (feet)  COMP
 EM0518  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 EM0518
 EM0518  VERT ORDER  -  SECOND    CLASS 0
 EM0518
 EM0518.The horizontal coordinates were scaled from a topographic map and have
 EM0518.an estimated accuracy of +/- 6 seconds.
 EM0518
 EM0518.The orthometric height was determined by differential leveling
 EM0518.and adjusted by the National Geodetic Survey in June 1991..
 EM0518
 EM0518.The geoid height was determined by GEOID03.
 EM0518
 EM0518.The dynamic height is computed by dividing the NAVD 88
 EM0518.geopotential number by the normal gravity value computed on the
 EM0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0518.degrees latitude (g = 980.6199 gals.).
 EM0518
 EM0518.The modeled gravity was interpolated from observed gravity values.
 EM0518
 EM0518;                    North         East    Units  Estimated Accuracy
 EM0518;SPC TXNC     - 2,299,140.      524,170.      MT  (+/- 180 meters Scaled)
 EM0518
 EM0518                          SUPERSEDED SURVEY CONTROL
 EM0518
 EM0518  NGVD 29 (??/??/92)  415.15   (m)         1362.0    (f) COMPUTED    2 0
 EM0518
 EM0518.Superseded values are not recommended for survey control.
 EM0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0518.See file dsdata.txt to determine how the superseded data were derived.
 EM0518
 EM0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD701022(NAD 83)
 EM0518_MARKER: DR = REFERENCE MARK DISK
 EM0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0518_STAMPING: FARGO NO 1 1961
 EM0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0518+STABILITY: SURFACE MOTION
 EM0518
 EM0518  HISTORY     - Date     Condition        Report By
 EM0518  HISTORY     - 1961     MONUMENTED       CGS
 EM0518
 EM0518                          STATION DESCRIPTION
 EM0518
 EM0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EM0518'5.4 MI E FROM ODELL.
 EM0518'5.4 MILES EAST ALONG STATE HIGHWAY 91 FROM THE POST OFFICE IN ODELL,
 EM0518'THENCE SOUTH, 0.1 MILE TO ALTUS AIR FORCE AUXILIARY SITE 5.  THE MARK
 EM0518'IS AT THE SOUTH-CENTRAL AREA OF THE SITE, SET IN A CONCRETE MONUMENT
 EM0518'THAT PROJECTS 4 INCHES, 2 FEET NORTH OF A FENCE, AND 1.6 FEET NORTH OF
 EM0518'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2703 ***********************************************************************
 CS2703  DESIGNATION -  FARISH
 CS2703  PID         -  CS2703
 CS2703  STATE/COUNTY-  TX/NAVARRO
 CS2703  USGS QUAD   -  CRYER CREEK (1978)
 CS2703
 CS2703                         *CURRENT SURVEY CONTROL
 CS2703  ___________________________________________________________________
 CS2703* NAD 83(1993)-  32 08 43.93492(N)    096 39 39.84328(W)     ADJUSTED  
 CS2703* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 CS2703  ___________________________________________________________________
 CS2703  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CS2703  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CS2703
 CS2703  HORZ ORDER  -  SECOND
 CS2703
 CS2703.The horizontal coordinates were established by classical geodetic methods
 CS2703.and adjusted by the National Geodetic Survey in February 1996..
 CS2703
 CS2703.The orthometric height was scaled from a topographic map.
 CS2703
 CS2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2703
 CS2703.The geoid height was determined by GEOID03.
 CS2703
 CS2703;                    North         East     Units Scale Factor Converg.
 CS2703;SPC TXNC     - 2,054,621.988   773,482.021   MT  0.99999664   +1 00 10.6
 CS2703;SPC TXNC     - 6,740,872.31  2,537,665.60   sFT  0.99999664   +1 00 10.6
 CS2703;UTM  14      - 3,558,964.193   720,601.769   MT  1.00020019   +1 14 41.9
 CS2703
 CS2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2703!SPC TXNC     -   0.99997752  x   0.99999664  =   0.99997416
 CS2703!UTM  14      -   0.99997752  x   1.00020019  =   1.00017771
 CS2703
 CS2703|---------------------------------------------------------------------|
 CS2703| PID    Reference Object                     Distance      Geod. Az  |
 CS2703|                                                           dddmmss.s |
 CS2703| CY1806 FARISH RM 2                           7.911 METERS 10949     |
 CS2703| CY1804 FARISH AZ MK                                       1650853.0 |
 CS2703| CS2699 BLOOMING GROVE MUNICIPAL TANK       APPROX. 7.6 KM 2213429.0 |
 CS2703| CY1805 FARISH RM 1                          12.553 METERS 35356     |
 CS2703|---------------------------------------------------------------------|
 CS2703
 CS2703                          SUPERSEDED SURVEY CONTROL
 CS2703
 CS2703  NAD 83(1986)-  32 08 43.94285(N)    096 39 39.82414(W) AD(       ) 2
 CS2703  NAD 27      -  32 08 43.40200(N)    096 39 38.85800(W) AD(       ) 2
 CS2703
 CS2703.Superseded values are not recommended for survey control.
 CS2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2703.See file dsdata.txt to determine how the superseded data were derived.
 CS2703
 CS2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2060258964(NAD 83)
 CS2703_MARKER: DS = TRIANGULATION STATION DISK
 CS2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2703
 CS2703  HISTORY     - Date     Condition        Report By
 CS2703  HISTORY     - 1949     MONUMENTED       CGS
 CS2703  HISTORY     - 1964     GOOD             USAF
 CS2703
 CS2703                          STATION DESCRIPTION
 CS2703
 CS2703'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2703'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF BLOOMING
 CS2703'GROVE, ABOUT 3-1/2 MILES NORTHWEST OF BARRY, ON PROPERTY OWNED
 CS2703'AND OCCUPIED BY MR. R.H. FARISH.  IT IS 45 YARDS EAST-SOUTHEAST
 CS2703'OF A FARM HOUSE, 53 FEET SOUTH OF A POWERPOLE, 40 FEET WEST
 CS2703'OF THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD, AND 18 FEET
 CS2703'WEST OF A FENCELINE.  THE DISK IS STAMPED FARISH 1949 AND
 CS2703'PROJECTS 6 INCHES.
 CS2703'
 CS2703'REFERENCE MARK NO. 1 IS 41.18 FEET NORTHEAST OF THE STATION,
 CS2703'24 FEET WEST OF THE CENTERLINE OF THE ROAD, 20 FEET SOUTHEAST
 CS2703'OF THE POWERPOLE, AND 6 INCHES WEST OF THE FENCELINE.  THE DISK
 CS2703'IS STAMPED FARISH NO 1 1949 AND PROJECTS 6 INCHES.
 CS2703'
 CS2703'REFERENCE MARK NO. 2 IS 25.95 FEET SOUTHEAST OF THE STATION,
 CS2703'24 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 6 INCHES
 CS2703'WEST OF THE FENCELINE.  THE DISK IS STAMPED FARISH NO 2 1949
 CS2703'AND PROJECTS 6 INCHES.
 CS2703'
 CS2703'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTH OF THE STATION,
 CS2703'20 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IS SET IN
 CS2703'A NORTH-SOUTH FENCE LINE.  THE DISK IS STAMPED FARISH 1949
 CS2703'AND PROJECTS 6 INCHES.
 CS2703'
 CS2703'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 CS2703'AND STATE HIGHWAY 22, IN BARRY, GO WEST ON HIGHWAY 22 FOR
 CS2703'3.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 CS2703'A DIRT ROAD FOR 0.45 MILE TO A T ROAD.  TURN RIGHT AND GO
 CS2703'EAST AND NORTHEAST FOR 1.8 MILES TO ANOTHER T ROAD.  TURN LEFT
 CS2703'AND FOLLOW THE MAIN ROAD FOR 0.8 MILE TO AN ANGLING CROSS
 CS2703'ROAD.  MAKE A SLIGHT JOG TO THE RIGHT AND CONTINUE EAST FOR
 CS2703'0.25 MILE TO ANOTHER T ROAD.  TURN LEFT AND GO NORTH FOR 0.25
 CS2703'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 CS2703'NORTHERLY FOR 0.7 MILE TO A DRIVEWAY ON THE LEFT AND THE STATION
 CS2703'AS DESCRIBED.
 CS2703'
 CS2703'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS2703
 CS2703                          STATION RECOVERY (1964)
 CS2703
 CS2703'RECOVERY NOTE BY US AIR FORCE 1964
 CS2703'STATION WAS RECOVERED AND WAS FOUND TO BE LOOSE IN THE GROUND.
 CS2703'THE AZIMUTH MARK AND TWO REFERENCE MARKS WERE RECOVERED IN
 CS2703'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0225 ***********************************************************************
 AP0225  DESIGNATION -  FARLAND
 AP0225  PID         -  AP0225
 AP0225  STATE/COUNTY-  TX/MAVERICK
 AP0225  USGS QUAD   -  INDIO CREEK (1983)
 AP0225
 AP0225                         *CURRENT SURVEY CONTROL
 AP0225  ___________________________________________________________________
 AP0225* NAD 83(1993)-  28 25 24.63228(N)    100 15 25.82179(W)     ADJUSTED  
 AP0225* NAVD 88     -       261.7    (meters)     859.     (feet)  VERTCON   
 AP0225  ___________________________________________________________________
 AP0225  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AP0225  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AP0225
 AP0225  HORZ ORDER  -  FIRST
 AP0225
 AP0225.The horizontal coordinates were established by classical geodetic methods
 AP0225.and adjusted by the National Geodetic Survey in February 1996..
 AP0225
 AP0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0225
 AP0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0225
 AP0225.The geoid height was determined by GEOID03.
 AP0225
 AP0225;                    North         East     Units Scale Factor Converg.
 AP0225;SPC TXSC     - 4,066,071.878   476,832.736   MT  0.99998871   -0 36 57.3
 AP0225;SPC TXSC     -13,340,104.15  1,564,408.73   sFT  0.99998871   -0 36 57.3
 AP0225;UTM  14      - 3,144,761.114   376,872.800   MT  0.99978710   -0 35 54.5
 AP0225
 AP0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0225!SPC TXSC     -   0.99996253  x   0.99998871  =   0.99995124
 AP0225!UTM  14      -   0.99996253  x   0.99978710  =   0.99974963
 AP0225
 AP0225:                Primary Azimuth Mark                     Grid Az
 AP0225:SPC TXSC     -  WINDMILL                                 109 20 10.9
 AP0225:UTM  14      -  WINDMILL                                 109 19 08.1
 AP0225
 AP0225|---------------------------------------------------------------------|
 AP0225| PID    Reference Object                     Distance      Geod. Az  |
 AP0225|                                                           dddmmss.s |
 AP0225| AP0223 WINDMILL                            APPROX.11.2 KM 1084313.6 |
 AP0225| CV3960 FARLAND RM                           13.420 METERS 27246     |
 AP0225| AP0224 MACK                                APPROX. 2.0 KM 3373106.1 |
 AP0225|---------------------------------------------------------------------|
 AP0225
 AP0225                          SUPERSEDED SURVEY CONTROL
 AP0225
 AP0225  NAD 83(1986)-  28 25 24.62816(N)    100 15 25.79883(W) AD(       ) 1
 AP0225  NAD 27      -  28 25 23.67800(N)    100 15 24.55500(W) AD(       ) 1
 AP0225  NGVD 29 (07/19/86)  261.6    (m)          858.     (f) VERT ANG       
 AP0225
 AP0225.Superseded values are not recommended for survey control.
 AP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0225.See file dsdata.txt to determine how the superseded data were derived.
 AP0225
 AP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS7687344761(NAD 83)
 AP0225_MARKER: DS = TRIANGULATION STATION DISK
 AP0225_SETTING: 0 = UNSPECIFIED SETTING
 AP0225
 AP0225  HISTORY     - Date     Condition        Report By
 AP0225  HISTORY     - 1918     MONUMENTED       CGS
 AP0225  HISTORY     - 1940     MARK NOT FOUND   USE
 AP0225
 AP0225                          STATION DESCRIPTION
 AP0225
 AP0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0225'STATION IS ON THE HIGHEST PART OF A FLAT ROCKY RIDGE, 1/2
 AP0225'MILE W OF THE EAGLE PASS-BLOCKER RANCH ROAD, AND 165 METERS
 AP0225'(541 FEET) E OF A WIRE FENCE AND TELEPHONE LINE SUPPORTED
 AP0225'ON POLES NAILED TO THE FENCE POSTS.
 AP0225'
 AP0225'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0225'CONCRETE.
 AP0225'
 AP0225'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0225'
 AP0225'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0225'CONCRETE, 13.420 METERS (44.03 FEET) FROM THE STATION, IN
 AP0225'AZIMUTH 92 DEG 46 MIN.
 AP0225'
 AP0225'TO REACH THE STATION FROM LOPEZ TANK, FOLLOW THE BLOCKER
 AP0225'RANCH ROAD 1/2 MILE, TURN TO THE RIGHT AND FOLLOW UP THE
 AP0225'RIDGE 1/2 MILE TO THE STATION.
 AP0225
 AP0225                          STATION RECOVERY (1940)
 AP0225
 AP0225'RECOVERY NOTE BY US ENGINEERS 1940
 AP0225'FROM LETTER OF CORPS AREA ENGR., HQ. 8TH CORPS AREA, FORT SAM
 AP0225'HOUSTON, TEXAS, 7/11/40--STATION DESTROYED.  REFERENCE MARKS
 AP0225'HAVE ALSO BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1007 ***********************************************************************
 DO1007  DESIGNATION -  FARMER
 DO1007  PID         -  DO1007
 DO1007  STATE/COUNTY-  TX/ARCHER
 DO1007  USGS QUAD   -  DUNDEE SE (1981)
 DO1007
 DO1007                         *CURRENT SURVEY CONTROL
 DO1007  ___________________________________________________________________
 DO1007* NAD 83(1993)-  33 31 07.73019(N)    098 51 28.63254(W)     ADJUSTED  
 DO1007* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 DO1007  ___________________________________________________________________
 DO1007  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DO1007  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DO1007
 DO1007  HORZ ORDER  -  THIRD
 DO1007
 DO1007.The horizontal coordinates were established by classical geodetic methods
 DO1007.and adjusted by the National Geodetic Survey in February 1996..
 DO1007
 DO1007.The orthometric height was scaled from a topographic map.
 DO1007
 DO1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1007
 DO1007.The geoid height was determined by GEOID03.
 DO1007
 DO1007;                    North         East     Units Scale Factor Converg.
 DO1007;SPC TXNC     - 2,205,443.972   566,748.447   MT  0.99990577   -0 11 42.8
 DO1007;SPC TXNC     - 7,235,694.10  1,859,407.20   sFT  0.99990577   -0 11 42.8
 DO1007;UTM  14      - 3,708,814.137   513,191.194   MT  0.99960215   +0 04 42.4
 DO1007
 DO1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1007!SPC TXNC     -   0.99994368  x   0.99990577  =   0.99984946
 DO1007!UTM  14      -   0.99994368  x   0.99960215  =   0.99954585
 DO1007
 DO1007                          SUPERSEDED SURVEY CONTROL
 DO1007
 DO1007  NAD 83(1993)-  33 31 07.73069(N)    098 51 28.63249(W) AD(       ) 3
 DO1007  NAD 83(1986)-  33 31 07.73637(N)    098 51 28.62157(W) AD(       ) 3
 DO1007
 DO1007.Superseded values are not recommended for survey control.
 DO1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1007.See file dsdata.txt to determine how the superseded data were derived.
 DO1007
 DO1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1319108814(NAD 83)
 DO1007_MARKER: DD = SURVEY DISK
 DO1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1007+STABILITY: SURFACE MOTION
 DO1007
 DO1007  HISTORY     - Date     Condition        Report By
 DO1007  HISTORY     - 1963     MONUMENTED       USGS
 DO1007
 DO1007                          STATION DESCRIPTION
 DO1007
 DO1007'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO1007'LOCATED ABOUT 24 MI. SE. OF SEYMOUR AND 12 MI. NW. OF OLNEY ON A
 DO1007'GRASSY TOP 0.1 MI. SE. OF A GROUP OF LOW TREES AND 0.2 MI. SE. OF A
 DO1007'GROUP OF OIL TANKS.  STATION IS 68 FT. SE. OF CENTERLINE Y-RD., 25
 DO1007'FT. E. OF CENTERLINE N-S. RD. AND 17 FT. SW. OF CENTERLINE TRACK RD.
 DO1007'
 DO1007'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 199 AND FARM TO MARKET
 DO1007'ROAD 210 IN MEGARGEL, GO NE. ON FARM ROAD 210 7.2 MI. TO SAUL
 DO1007'FREUNDLICH LEASE SIGN, TURN E. ON DIRT RD. ACROSS CATTLEGUARD 0.3 MI.
 DO1007'TO CROSSROAD, TURN RIGHT (S.) 0.5 MI. TO Y-RD., TAKE LEFT FORK 0.5
 DO1007'MI. TO DIM Y-RD. ON TOP AND THE STATION.
 DO1007'
 DO1007'STATION MARK--STANDARD TABLET STAMPED---FARMER-ET 1963---, IN
 DO1007'CONCRETE POST, PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1115 ***********************************************************************
 DN1115  DESIGNATION -  FARMERSVILLE
 DN1115  PID         -  DN1115
 DN1115  STATE/COUNTY-  TX/COLLIN
 DN1115  USGS QUAD   -  FARMERSVILLE (1962)
 DN1115
 DN1115                         *CURRENT SURVEY CONTROL
 DN1115  ___________________________________________________________________
 DN1115* NAD 83(1993)-  33 10 28.53059(N)    096 21 35.65430(W)     ADJUSTED  
 DN1115* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 DN1115  ___________________________________________________________________
 DN1115  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DN1115  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DN1115
 DN1115  HORZ ORDER  -  SECOND
 DN1115
 DN1115.The horizontal coordinates were established by classical geodetic methods
 DN1115.and adjusted by the National Geodetic Survey in February 1996..
 DN1115
 DN1115.The orthometric height was scaled from a topographic map.
 DN1115
 DN1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1115
 DN1115.The geoid height was determined by GEOID03.
 DN1115
 DN1115;                    North         East     Units Scale Factor Converg.
 DN1115;SPC TXNC     - 2,169,246.512   799,565.248   MT  0.99987492   +1 10 01.9
 DN1115;SPC TXNC     - 7,116,936.26  2,623,240.32   sFT  0.99987492   +1 10 01.9
 DN1115;UTM  14      - 3,673,747.309   746,175.102   MT  1.00034726   +1 26 43.3
 DN1115
 DN1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1115!SPC TXNC     -   0.99997166  x   0.99987492  =   0.99984659
 DN1115!UTM  14      -   0.99997166  x   1.00034726  =   1.00031891
 DN1115
 DN1115|---------------------------------------------------------------------|
 DN1115| PID    Reference Object                     Distance      Geod. Az  |
 DN1115|                                                           dddmmss.s |
 DN1115| CY1811 FARMERSVILLE RM 1                    29.280 METERS 09440     |
 DN1115| CY1810 FARMERSVILLE AZ MK                                 0952253.3 |
 DN1115| DN1114 FARMERSVILLE MUN STANDPIPE          APPROX. 1.2 KM 1890834.1 |
 DN1115| CY1812 FARMERSVILLE RM 2                   110.070 METERS 27449     |
 DN1115|---------------------------------------------------------------------|
 DN1115
 DN1115                          SUPERSEDED SURVEY CONTROL
 DN1115
 DN1115  NAD 83(1993)-  33 10 28.53373(N)    096 21 35.64843(W) AD(       ) 2
 DN1115  NAD 83(1986)-  33 10 28.53755(N)    096 21 35.64118(W) AD(       ) 2
 DN1115  NAD 27      -  33 10 28.12200(N)    096 21 34.70400(W) AD(       ) 2
 DN1115
 DN1115.Superseded values are not recommended for survey control.
 DN1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1115.See file dsdata.txt to determine how the superseded data were derived.
 DN1115
 DN1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4617573747(NAD 83)
 DN1115_MARKER: DS = TRIANGULATION STATION DISK
 DN1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1115
 DN1115  HISTORY     - Date     Condition        Report By
 DN1115  HISTORY     - 1950     MONUMENTED       CGS
 DN1115  HISTORY     - 1955     GOOD             TXHD
 DN1115  HISTORY     - 19940711 GOOD             USPSQD
 DN1115
 DN1115                          STATION DESCRIPTION
 DN1115
 DN1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CL)
 DN1115'THE STATION IS LOCATED ON THE GROUNDS OF THE HIGH SCHOOL, IN
 DN1115'FARMERSVILLE.  IT IS ABOUT 40 YARDS EAST OF THE EAST ENTRANCE
 DN1115'TO THE BUILDING, 65 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 DN1115'78, 27.6 FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK,
 DN1115'AND 26.4 FEET SOUTH OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK.
 DN1115'THE DISK IS STAMPED FARMERSVILLE 1950 AND IS SET FLUSH WITH THE
 DN1115'SURFACE.
 DN1115'
 DN1115'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE CENTERLINE OF
 DN1115'THE HIGHWAY, 27 FEET NORTH OF A TELEPHONE POLE, AND 1 FOOT WEST
 DN1115'OF A FENCELINE.  THE DISK IS STAMPED FARMERSVILLE NO 1 1950
 DN1115'AND PROJECTS 3 INCHES.
 DN1115'
 DN1115'REFERENCE MARK NO. 2 IS 19 FEET SOUTHEAST OF THE SOUTHEAST
 DN1115'CORNER OF THE EAST BUILDING ENTRANCE, 35 FEET NORTH OF THE
 DN1115'SOUTHEAST CORNER OF A SIDEWALK, AND 0.8 FOOT EAST OF THE
 DN1115'EAST EDGE OF THE SIDEWALK.  THE DISK IS STAMPED FARMERSVILLE
 DN1115'NO 2 1950 AND IS SET FLUSH WITH THE SURFACE.
 DN1115'
 DN1115'THE AZIMUTH MARK IS LOCATED ACROSS THE ROAD FROM THE PARK
 DN1115'LAKE COUNTRY CLUB, 23 FEET WEST OF THE CENTERLINE OF A DIRT
 DN1115'ROAD, 1 FOOT NORTH OF A WITNESS POST, AND 6 INCHES WEST OF
 DN1115'A FENCELINE.  THE DISK IS STAMPED FARMERSVILLE 1950, AND
 DN1115'PROJECTS 2 INCHES.  TO REACH THE MARK FROM THE STATION, GO
 DN1115'EAST ON A DIRT ROAD FOR 0.4 MILE TO A T ROAD.  TURN RIGHT AND
 DN1115'GO 0.05 MILE TO THE MARK ON THE RIGHT.
 DN1115'
 DN1115'A 40 FOOT SIGNAL AT MARKHAM 1935 IS VISIBLE FROM THE GROUND.
 DN1115'
 DN1115'A 74 FOOT SIGNAL AT BEST IS VISIBLE AT 37 FEET.
 DN1115'
 DN1115'A 47 FOOT SIGNAL AT HEARD 1935 IS VISIBLE AT 50 FEET.
 DN1115'
 DN1115'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DN1115
 DN1115                          STATION RECOVERY (1955)
 DN1115
 DN1115'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1115'STATION RECOVERED.  STATION IS ON HIGH SCHOOL GROUNDS.  IN
 DN1115'NORTH PART OF TOWN.  IT IS 63.6 FT WEST OF CENTERLINE SH
 DN1115'78.  12 FT NORTH OF FLAGPOLE 22 FT WEST OF SIDEWALK ALONG SH 78
 DN1115'AND 110.1 FROM R.M. 2 NEAR SCHOOL.  R.M. 2 RECOVERED.
 DN1115
 DN1115                          STATION RECOVERY (1994)
 DN1115
 DN1115'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1114 ***********************************************************************
 DN1114  DESIGNATION -  FARMERSVILLE MUN STANDPIPE
 DN1114  PID         -  DN1114
 DN1114  STATE/COUNTY-  TX/COLLIN
 DN1114  USGS QUAD   -  FARMERSVILLE (1962)
 DN1114
 DN1114                         *CURRENT SURVEY CONTROL
 DN1114  ___________________________________________________________________
 DN1114* NAD 83(1993)-  33 09 50.13070(N)    096 21 43.00225(W)     ADJUSTED  
 DN1114* NAVD 88     -                                                        
 DN1114  ___________________________________________________________________
 DN1114  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DN1114  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DN1114
 DN1114  HORZ ORDER  -  THIRD
 DN1114
 DN1114.The horizontal coordinates were established by classical geodetic methods
 DN1114.and adjusted by the National Geodetic Survey in February 1996..
 DN1114
 DN1114
 DN1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1114
 DN1114.The geoid height was determined by GEOID03.
 DN1114
 DN1114;                    North         East     Units Scale Factor Converg.
 DN1114;SPC TXNC     - 2,168,060.020   799,399.012   MT  0.99987454   +1 09 57.9
 DN1114;SPC TXNC     - 7,113,043.58  2,622,694.93   sFT  0.99987454   +1 09 57.9
 DN1114;UTM  14      - 3,672,559.464   746,014.549   MT  1.00034629   +1 26 37.8
 DN1114
 DN1114                          SUPERSEDED SURVEY CONTROL
 DN1114
 DN1114  NAD 83(1993)-  33 09 50.13379(N)    096 21 42.99637(W) AD(       ) 4
 DN1114  NAD 83(1986)-  33 09 50.13774(N)    096 21 42.98916(W) AD(       ) 4
 DN1114  NAD 27      -  33 09 49.72100(N)    096 21 42.05300(W) AD(       ) 3
 DN1114
 DN1114.Superseded values are not recommended for survey control.
 DN1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1114.See file dsdata.txt to determine how the superseded data were derived.
 DN1114
 DN1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4601572559(NAD 83)
 DN1114_MARKER: 52 = STANDPIPE TANK
 DN1114
 DN1114  HISTORY     - Date     Condition        Report By
 DN1114  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1114  HISTORY     - 1950     GOOD             CGS
 DN1114  HISTORY     - 1955     GOOD             TXHD
 DN1114  HISTORY     - 1957     GOOD             CGS
 DN1114  HISTORY     - 1962     GOOD             USGS
 DN1114  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN1114
 DN1114                          STATION DESCRIPTION
 DN1114
 DN1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1114'THIS INTERSECTION STATION IS THE MUNICIPAL STANDPIPE IN THE
 DN1114'TOWN OF FARMERSVILLE, TEXAS.  IT IS LOCATED ABOUT 150 FEET
 DN1114'N OF THE CENTER LINE OF MC KINNEY STREET (STATE HIGHWAY 24),
 DN1114'AND ABOUT 20 FEET SW OF THE CENTER LINE OF GOLD STREET.  THE
 DN1114'STANDPIPE WAS ERECTED IN 1916 AND IS QUITE PROMINENT.  THE
 DN1114'STANDPIPE IS A TALL METAL STRUCTURE ABOUT 20 FEET IN DIAMETER,
 DN1114'AND 120 FEET HIGH.  THE THREE BOTTOM SECTIONS ARE PAINTED
 DN1114'BLACK, THE BALANCE IS PAINTED SILVER.  AROUND THE TOP ARE
 DN1114'PAINTED IN BLACK LETTERS THE WORDS A FRIENDLY TOWN, THE
 DN1114'WORD FARMERSVILLE IS PAINTED VERTICALLY ON THE N, W, S AND
 DN1114'E SIDES, AND THE WORDS WELCOMES YOU ARE PAINTED AROUND THE
 DN1114'STANDPIPE ABOUT ONE HALF OF THE WAY DOWN.
 DN1114
 DN1114                          STATION RECOVERY (1950)
 DN1114
 DN1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CL)
 DN1114'THE STATION IS LOCATED IN THE TOWN OF FARMERSVILLE AND ABOUT
 DN1114'300 FEET NORTH OF THE POST OFFICE.  IT IS APPROXIMATELY
 DN1114'100 FEET HIGH, PAINTED SILVER AND THE NAME FARMERSVILLE
 DN1114'IS STENCILED VERTICALLY ON THE SIDES OF THE STANDPIPE.
 DN1114'
 DN1114'THE POINT INTERSECTED WAS THE TOP OF THE STANDPIPE.
 DN1114
 DN1114                          STATION RECOVERY (1955)
 DN1114
 DN1114'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1114'STATION RECOVERED. STATION IS 236.3 FT NORTH OF CENTERLINE
 DN1114'OF SH 78 IN FARMERSVILLE.
 DN1114
 DN1114                          STATION RECOVERY (1957)
 DN1114
 DN1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1114'THE STANDPIPE WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1114'DIRECTIONS FOR PROCEEDING TO SITE ARE CORRECT.
 DN1114
 DN1114                          STATION RECOVERY (1962)
 DN1114
 DN1114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DN1114'STATION RECOVERED AS DESCRIBED IN 1950 AND 1955.
 DN1114'
 DN1114'ORIGINAL NOTES MENTIONED ABOUT 20 FT. SW GOLD STREET-- THIS
 DN1114'NAME HAS BEEN CHANGED TO CANDY STREET.
 DN1114
 DN1114                          STATION RECOVERY (1994)
 DN1114
 DN1114'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1540 ***********************************************************************
 AW1540  DESIGNATION -  FARNED
 AW1540  PID         -  AW1540
 AW1540  STATE/COUNTY-  TX/HARRIS
 AW1540  USGS QUAD   -  LA PORTE (1982)
 AW1540
 AW1540                         *CURRENT SURVEY CONTROL
 AW1540  ___________________________________________________________________
 AW1540* NAD 83(1993)-  29 42 34.48075(N)    095 00 42.91610(W)     ADJUSTED  
 AW1540* NAVD 88     -         3.006  (meters)       9.86   (feet)  ADJUSTED  
 AW1540  ___________________________________________________________________
 AW1540  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW1540  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1540  DYNAMIC HT  -           3.001 (meters)       9.85  (feet)  COMP
 AW1540  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 AW1540
 AW1540  HORZ ORDER  -  THIRD
 AW1540  VERT ORDER  -  FIRST     CLASS I
 AW1540
 AW1540.The horizontal coordinates were established by classical geodetic methods
 AW1540.and adjusted by the National Geodetic Survey in February 1996..
 AW1540
 AW1540.The orthometric height was determined by differential leveling
 AW1540.and adjusted by the National Geodetic Survey in June 1991..
 AW1540
 AW1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1540
 AW1540.The geoid height was determined by GEOID03.
 AW1540
 AW1540.The dynamic height is computed by dividing the NAVD 88
 AW1540.geopotential number by the normal gravity value computed on the
 AW1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1540.degrees latitude (g = 980.6199 gals.).
 AW1540
 AW1540.The modeled gravity was interpolated from observed gravity values.
 AW1540
 AW1540;                    North         East     Units Scale Factor Converg.
 AW1540;SPC TXSC     - 4,214,517.247   985,791.047   MT  0.99988455   +1 57 13.7
 AW1540;SPC TXSC     -13,827,128.67  3,234,216.13   sFT  0.99988455   +1 57 13.7
 AW1540;UTM  15      - 3,288,298.944   305,371.844   MT  1.00006740   -0 59 50.7
 AW1540
 AW1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1540!SPC TXSC     -   1.00000380  x   0.99988455  =   0.99988835
 AW1540!UTM  15      -   1.00000380  x   1.00006740  =   1.00007120
 AW1540
 AW1540:                Primary Azimuth Mark                     Grid Az
 AW1540:SPC TXSC     -  HARROP                                   065 57 26.2
 AW1540:UTM  15      -  HARROP                                   068 54 30.6
 AW1540
 AW1540|---------------------------------------------------------------------|
 AW1540| PID    Reference Object                     Distance      Geod. Az  |
 AW1540|                                                           dddmmss.s |
 AW1540| AW1538 HARROP                              APPROX. 0.7 KM 0675439.9 |
 AW1540| AW6358 TUNNEL                              341.476 METERS 22552     |
 AW1540|---------------------------------------------------------------------|
 AW1540
 AW1540                          SUPERSEDED SURVEY CONTROL
 AW1540
 AW1540  NAD 83(1986)-  29 42 34.49668(N)    095 00 42.89697(W) AD(       ) 3
 AW1540  NAD 27      -  29 42 33.67343(N)    095 00 42.15452(W) AD(       ) 3
 AW1540  NGVD 29 (12/23/87)    3.003  (m)            9.85   (f) ADJUSTED    1 1
 AW1540
 AW1540.Superseded values are not recommended for survey control.
 AW1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1540.See file dsdata.txt to determine how the superseded data were derived.
 AW1540
 AW1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0537288299(NAD 83)
 AW1540_MARKER: DD = SURVEY DISK
 AW1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1540_SP_SET: CONCRETE POST
 AW1540_STAMPING: FARNED 1955
 AW1540_MARK LOGO: HUMBLE
 AW1540_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1540+STABILITY: SURFACE MOTION
 AW1540
 AW1540  HISTORY     - Date     Condition        Report By
 AW1540  HISTORY     - 1955     MONUMENTED       HUMBLE
 AW1540  HISTORY     - 1973     GOOD             NGS
 AW1540  HISTORY     - 1976     GOOD             NGS
 AW1540  HISTORY     - 1976     GOOD             NGS
 AW1540  HISTORY     - 1978     GOOD             NGS
 AW1540  HISTORY     - 1983     GOOD             LOCSUR
 AW1540  HISTORY     - 1983     GOOD             NGS
 AW1540  HISTORY     - 1985     GOOD             LOCENG
 AW1540  HISTORY     - 19850508 GOOD             USPSQD
 AW1540  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1540  HISTORY     - 1987     GOOD             NGS
 AW1540  HISTORY     - 1988     GOOD             USPSQD
 AW1540  HISTORY     - 1989     GOOD             USPSQD
 AW1540  HISTORY     - 1989     GOOD             USPSQD
 AW1540  HISTORY     - 1989     GOOD             USPSQD
 AW1540  HISTORY     - 19980114 MARK NOT FOUND   USPSQD
 AW1540  HISTORY     - 20000510 SEE DESCRIPTION  TXDOT
 AW1540  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1540
 AW1540                          STATION DESCRIPTION
 AW1540
 AW1540'DESCRIBED BY HUMBLE OIL AND REFINING COMPANY 1955 (LFW)
 AW1540'LOCATED 0.1 MI. NE OF THE NE END OF BAYTOWN TUNNEL, AT THE
 AW1540'GRASS ISLAND, ON THE NW SIDE OF HIGHWAY 146, AND BETWEEN THE
 AW1540'HIGHWAY AND THE DRIVE OUT FOR OVER-HEIGHT TRUCKS.  STATION
 AW1540'IS IN THE SW CORNER OF THE ISLAND.
 AW1540'
 AW1540'STATION IS MARKED BY A HUMBLE OIL AND REFINING CO. DISK,
 AW1540'STAMPED FARNED 1955 AND SET IN THE TOP OF A CONCRETE MONUMENT
 AW1540'FLUSH WITH THE GROUND.
 AW1540'
 AW1540'THERE IS NO UNDERGROUND STATION MARK.
 AW1540'
 AW1540'NO REFERENCE MARKS WERE ESTABLISHED.
 AW1540'
 AW1540'STATION HARROP IS VISIBLE FOR AN AZIMUTH MARK.
 AW1540'
 AW1540'HEIGHT OF LIGHT ABOVE STATION MARK - 2 M.
 AW1540
 AW1540                          STATION RECOVERY (1973)
 AW1540
 AW1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1540'0.05 MI NE FROM BAYTOWN TUNNEL.
 AW1540'ABOUT 0.05 MILE NORTHEAST ALONG STATE HWY. 146 FROM THE NORTHEAST
 AW1540'ENTRANCE TO THE BAYTOWN TUNNEL, ABOUT 459 FEET NORTHEAST OF THE
 AW1540'NORTHEAST END OF THE NORTHWEST CONCRETE WALKWAY, IN THE WEST SIDE OF
 AW1540'40 X 40 FT. TRIANGLE PLOT OF GROUND, 60 FEET NORTHWEST OF THE CENTER
 AW1540'LINE OF THE HIGHWAY, 28 FEET NORTHWEST OF THE CENTER LINE OF A TRUCK
 AW1540'LANE, 2 FEET EAST OF THE WEST CONCRETE CURB OF THE ISLAND, SET IN THE
 AW1540'TOP OF A CONCRETE POST AND PROTECTED BY A 14-INCH PIPE WHICH IS
 AW1540'COVERED WITH A STEEL PLATE WITH THE LETTERS BM FARNED WELDED ONTO THE
 AW1540'PLATE, AND PROJECTING 8 INCHES BELOW THE LEVEL OF THE PLATE, AND ABOUT
 AW1540'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AW1540
 AW1540                          STATION RECOVERY (1976)
 AW1540
 AW1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1540'RECOVERED IN GOOD CONDITION.
 AW1540
 AW1540                          STATION RECOVERY (1976)
 AW1540
 AW1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1540'RECOVERED IN GOOD CONDITION.
 AW1540
 AW1540                          STATION RECOVERY (1978)
 AW1540
 AW1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1540'RECOVERED IN GOOD CONDITION.
 AW1540
 AW1540                          STATION RECOVERY (1983)
 AW1540
 AW1540'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AW1540'CONDITION OF MONUMENT--
 AW1540'
 AW1540'MONUMENT FOUND IN EXCELLENT CONDITION.
 AW1540
 AW1540                          STATION RECOVERY (1983)
 AW1540
 AW1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1540'RECOVERED IN GOOD CONDITION.
 AW1540
 AW1540                          STATION RECOVERY (1985)
 AW1540
 AW1540'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (RJW)
 AW1540'FARNED BENCH MARK FOUND GOOD.
 AW1540'
 AW1540'STATION IS LOCATED 0.1 MILE NE OF THE NE END OF BAYTOWN TUNNEL,
 AW1540'IN A CONCRETE ISLAND, ON THE NW SIDE OF HIGHWAY 146, BETWEEN THE
 AW1540'HIGHWAY AND THE DRIVE FOR VEHICLE INSPECTION.  STATION IS IN THE SW
 AW1540'CORNER OF THE ISLAND AND SET IN A CONCRETE MONUMENT 0.3 TENTHS OF
 AW1540'A FOOT BELOW THE SURFACE.  IT IS COVERED BY A 1.5 FOOT CONCRETE
 AW1540'AND STEEL MANHOLE WITH A STEEL COVER.  STATION IS A BRASS DISK
 AW1540'STAMPED FARNED BM.
 AW1540
 AW1540                          STATION RECOVERY (1985)
 AW1540
 AW1540'RECOVERY NOTE BY US POWER SQUADRON 1985 (RJW)
 AW1540'RECOVERED IN GOOD CONDITION.
 AW1540
 AW1540                          STATION RECOVERY (1987)
 AW1540
 AW1540'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1540'MARK NOT FOUND.
 AW1540
 AW1540                          STATION RECOVERY (1987)
 AW1540
 AW1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1540'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 AW1540'TRIANGLE PLOT OF GROUND IS NOW FILLED WITH ASPHALT.
 AW1540
 AW1540                          STATION RECOVERY (1988)
 AW1540
 AW1540'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1540'RECOVERED IN GOOD CONDITION.
 AW1540
 AW1540                          STATION RECOVERY (1989)
 AW1540
 AW1540'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1540'RECOVERED IN GOOD CONDITION.
 AW1540
 AW1540                          STATION RECOVERY (1989)
 AW1540
 AW1540'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1540'RECOVERED IN GOOD CONDITION.
 AW1540
 AW1540                          STATION RECOVERY (1989)
 AW1540
 AW1540'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1540'RECOVERED IN GOOD CONDITION.
 AW1540
 AW1540                          STATION RECOVERY (1998)
 AW1540
 AW1540'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1540'MARK NOT FOUND.
 AW1540
 AW1540                          STATION RECOVERY (2000)
 AW1540
 AW1540'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AW1540'THE BAYTOWN-LAPORTE TUNNEL HAS BEEN CLOSED AND REMOVED.  ALL TUNNEL
 AW1540'FACILITIES INCLUDING PAVEMENT AND CONCRETE ISLANDS HAVE BEEN
 AW1540'DEMOLISHED AND THE LAND HAS BEEN RETURNED TO NATURAL CONDITION.
 AW1540'STATION IS DESTROYED.
 AW1540
 AW1540                          STATION RECOVERY (2001)
 AW1540
 AW1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1540'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1058 ***********************************************************************
 GK1058  DESIGNATION -  FARNS
 GK1058  PID         -  GK1058
 GK1058  STATE/COUNTY-  TX/OCHILTREE
 GK1058  USGS QUAD   -  SOURDOUGH CREEK NW (1973)
 GK1058
 GK1058                         *CURRENT SURVEY CONTROL
 GK1058  ___________________________________________________________________
 GK1058* NAD 83(1993)-  36 12 17.70701(N)    100 57 49.94692(W)     ADJUSTED  
 GK1058* NAVD 88     -       917.     (meters)    3009.     (feet)  SCALED    
 GK1058  ___________________________________________________________________
 GK1058  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 GK1058  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GK1058
 GK1058  HORZ ORDER  -  THIRD
 GK1058
 GK1058.The horizontal coordinates were established by classical geodetic methods
 GK1058.and adjusted by the National Geodetic Survey in February 1996..
 GK1058
 GK1058.The orthometric height was scaled from a topographic map.
 GK1058
 GK1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1058
 GK1058.The geoid height was determined by GEOID03.
 GK1058
 GK1058;                    North         East     Units Scale Factor Converg.
 GK1058;SPC TX N     - 1,244,746.762   248,213.728   MT  1.00000511   +0 18 38.5
 GK1058;SPC TX N     - 4,083,806.67    814,347.87   sFT  1.00000511   +0 18 38.5
 GK1058;UTM  14      - 4,008,464.944   323,449.195   MT  0.99998407   -1 09 37.1
 GK1058
 GK1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1058!SPC TX N     -   0.99986032  x   1.00000511  =   0.99986543
 GK1058!UTM  14      -   0.99986032  x   0.99998407  =   0.99984440
 GK1058
 GK1058:                Primary Azimuth Mark                     Grid Az
 GK1058:SPC TX N     -  FARNS AZ MK                              181 28 58.2
 GK1058:UTM  14      -  FARNS AZ MK                              182 57 13.8
 GK1058
 GK1058|---------------------------------------------------------------------|
 GK1058| PID    Reference Object                     Distance      Geod. Az  |
 GK1058|                                                           dddmmss.s |
 GK1058| CK8680 FARNS AZ MK                                        1814736.7 |
 GK1058| CK8681 FARNS AZ MK 2                                      1814914.1 |
 GK1058| CK8683 FARNS RM 2                           25.116 METERS 27212     |
 GK1058| CK8682 FARNS RM 1                           15.819 METERS 35635     |
 GK1058| GK1071 FARNSWORTH PERRYTN EQUITY ELEV      APPROX.12.7 KM 3572210.9 |
 GK1058| GK1070 FARNSWORTH BATMAN GRAIN ELEV        APPROX.12.9 KM 3583311.9 |
 GK1058|---------------------------------------------------------------------|
 GK1058
 GK1058                          SUPERSEDED SURVEY CONTROL
 GK1058
 GK1058  NAD 83(1993)-  36 12 17.70702(N)    100 57 49.94699(W) AD(       ) 3
 GK1058  NAD 83(1986)-  36 12 17.71381(N)    100 57 49.93419(W) AD(       ) 3
 GK1058  NAD 27      -  36 12 17.58900(N)    100 57 48.38800(W) AD(       ) 3
 GK1058
 GK1058.Superseded values are not recommended for survey control.
 GK1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1058.See file dsdata.txt to determine how the superseded data were derived.
 GK1058
 GK1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2344908465(NAD 83)
 GK1058_MARKER: DS = TRIANGULATION STATION DISK
 GK1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1058
 GK1058  HISTORY     - Date     Condition        Report By
 GK1058  HISTORY     - 1952     MONUMENTED       CGS
 GK1058  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GK1058
 GK1058                          STATION DESCRIPTION
 GK1058
 GK1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1058'THE STATION IS LOCATED ON THE EAST SIDE OF FARM ROAD 376, ABOUT
 GK1058'8 MILES SOUTH OF FARNSWORTH, ABOUT 13 MILES AIRLINE EAST OF
 GK1058'SPEARMAN, AND ABOUT 16 MILES AIRLINE SOUTHEAST OF PERRYTON.
 GK1058'
 GK1058'TO REACH THE STATION FROM THE OCHILTREE COUNTY COURTHOUSE IN
 GK1058'PERRYTON GO NORTH ON U.S. HIGHWAY 83 FOR 0.4 MILE TO A STOP LIGHT.
 GK1058'TURN LEFT ONTO STATE HIGHWAY 117 AND GO 10.5 MILES TO FARNSWORTH
 GK1058'AND A SIDE ROAD ON THE LEFT.  TURN LEFT ONTO FARM ROAD 376 AND
 GK1058'GO 7.8 MILES TO A FENCE CORNER, A WHITE WITNESS POST, AND THE
 GK1058'STATION ON THE LEFT.
 GK1058'
 GK1058'THE STATION MARK IS A STANDARD DISK STAMPED FARNS 1952 SET
 GK1058'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 4 INCHES
 GK1058'ABOVE THE GROUND.  IT IS 2 FEET EAST OF A WHITE WITNESS POST
 GK1058'AND 42 FEET EAST OF THE CENTERLINE OF THE ROAD.
 GK1058'
 GK1058'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED FARNS NO 1
 GK1058'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK1058'2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH-NORTHWEST OF A
 GK1058'FENCE CORNER AND THE SAME ELEVATION AS THE STATION.
 GK1058'
 GK1058'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED FARNS NO 2
 GK1058'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK1058'2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A FENCE LINE, 39
 GK1058'FEET WEST OF THE CENTERLINE OF THE ROAD, AND THE SAME ELEVATION
 GK1058'AS THE STATION.
 GK1058'
 GK1058'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF FARM ROAD 376,
 GK1058'AND IS A STANDARD DISK STAMPED FARNS 1952 SET IN THE TOP OF A
 GK1058'12-INCH CONCRETE CYLINDER THAT PROJECTS 3 INCHES ABOVE THE
 GK1058'GROUND.  IT IS 1 FOOT EAST OF A FENCE LINE, 39 FEET WEST OF THE
 GK1058'CENTERLINE OF THE ROAD, AND 22 FEET NORTH OF THE CENTER OF A GATE
 GK1058'OPENING INTO A FARM YARD.  TO REACH THE AZIMUTH MARK FROM THE
 GK1058'STATION GO SOUTH FOR 0.6 MILE TO A GATE AND THE AZIMUTH MARK
 GK1058'ON THE RIGHT.
 GK1058'
 GK1058'THE SUBSTITUTE STATION IS THE TOP AND CENTER OF A CORNER FENCE
 GK1058'POST.  A NORTH-SOUTH FENCE LINE RUNS NORTH AND AN EAST-WEST FENCE
 GK1058'LINE RUNS EAST FROM THE CORNER.  IT IS 4 FEET HIGHER THAN THE
 GK1058'STATION.
 GK1058
 GK1058                          STATION RECOVERY (1969)
 GK1058
 GK1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK1058'STATION SURFACE MARK FOUND DESTROYED AND THE DISK REMOVED.
 GK1058'UNDERGROUND STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE
 GK1058'FOUND IN GOOD CONDITION.  AZIMUTH MARK FOUND WITH THE DISK
 GK1058'REMOVED FROM THE POST AND IN DANGER OF BEING DESTROYED BY
 GK1058'GRADING OPERATIONS.  A NEW SURFACE STATION MARK AND A NEW AZIMUTH
 GK1058'MARK WERE SET.
 GK1058'
 GK1058'STATION, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 GK1058'POST AND STAMPED FARNS 1952 1969 IS 42 FEET EAST OF THE CENTERLINE
 GK1058'OF FARM ROAD 37 376, 39 FEET SOUTH OF AN EAST-WEST DIRT ROAD,
 GK1058'16 FEET WEST OF FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 GK1058'THE MARK PROJECTS 2 INCHES.
 GK1058'
 GK1058'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 15 AND FARM ROAD
 GK1058'376 AT THE EAST EDGE OF FARNSWORTH, GO SOUTH ON FARM ROAD 376
 GK1058'FOR 8.65 MILES TO STATION ON LEFT (EAST) SIDE OF ROAD.  CONTINUE
 GK1058'SOUTH ON FARM ROAD 376 FOR 0.6 MILE TO AZIMUTH MARK ON RIGHT
 GK1058'(WEST) SIDE OF ROAD.
 GK1058'
 GK1058'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A ROUND
 GK1058'CONCRETE POST AND STAMPED FARNS NO 1 1952, IS 39 FEET EAST OF
 GK1058'THE CENTERLINE OF FARM ROAD 376, 14 FEET NORTH OF THE CENTERLINE
 GK1058'OF AN EAST-WEST ROAD AND 1 FOOT NORTHWEST OF A FENCE CORNER
 GK1058'POST.  THE MARK PROJECTS 8 INCHES.
 GK1058'
 GK1058'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A ROUND
 GK1058'CONCRETE POST AND STAMPED FARNS NO 2 1952 IS 39 FEET WEST OF
 GK1058'THE CENTERLINE OF FARM ROAD 376 AND 1 FOOT EAST OF A FENCE.
 GK1058'THE MARK PROJECTS 4 INCHES.
 GK1058'
 GK1058'AZIMUTH MARK, A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 GK1058'POST AND STAMPED FARNS 1952 1969 IS 52 FEET NORTH OF DRIVEWAY,
 GK1058'40 FEET WEST OF THE CENTERLINE OF FARM ROAD 376, 1 FOOT EAST
 GK1058'OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MARK
 GK1058'IS SET FLUSH.
 GK1058'
 GK1058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES S OF
 GK1058'FARNSWORTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1074 ***********************************************************************
 GK1074  DESIGNATION -  FARNSWORTH
 GK1074  PID         -  GK1074
 GK1074  STATE/COUNTY-  TX/OCHILTREE
 GK1074  USGS QUAD   -  FARNSWORTH (1973)
 GK1074
 GK1074                         *CURRENT SURVEY CONTROL
 GK1074  ___________________________________________________________________
 GK1074* NAD 83(1993)-  36 19 00.52407(N)    100 58 35.64910(W)     ADJUSTED  
 GK1074* NAVD 88     -       911.     (meters)    2989.     (feet)  SCALED    
 GK1074  ___________________________________________________________________
 GK1074  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 GK1074  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GK1074
 GK1074  HORZ ORDER  -  THIRD
 GK1074
 GK1074.The horizontal coordinates were established by classical geodetic methods
 GK1074.and adjusted by the National Geodetic Survey in February 1996..
 GK1074
 GK1074.The orthometric height was scaled from a topographic map.
 GK1074
 GK1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1074
 GK1074.The geoid height was determined by GEOID03.
 GK1074
 GK1074;                    North         East     Units Scale Factor Converg.
 GK1074;SPC TX N     - 1,257,156.855   247,006.337   MT  1.00003387   +0 18 12.0
 GK1074;SPC TX N     - 4,124,522.12    810,386.62   sFT  1.00003387   +0 18 12.0
 GK1074;UTM  14      - 4,020,901.555   322,561.167   MT  0.99998793   -1 10 15.3
 GK1074
 GK1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1074!SPC TX N     -   0.99986127  x   1.00003387  =   0.99989513
 GK1074!UTM  14      -   0.99986127  x   0.99998793  =   0.99984920
 GK1074
 GK1074|---------------------------------------------------------------------|
 GK1074| PID    Reference Object                     Distance      Geod. Az  |
 GK1074|                                                           dddmmss.s |
 GK1074| CK8685 FARNSWORTH RM 1                      17.989 METERS 03030     |
 GK1074| GK1070 FARNSWORTH BATMAN GRAIN ELEV        APPROX. 0.9 KM 0601737.6 |
 GK1074| GK1071 FARNSWORTH PERRYTN EQUITY ELEV      APPROX. 0.6 KM 0611646.4 |
 GK1074| CK8686 FARNSWORTH RM 2                      20.390 METERS 23644     |
 GK1074| CK8684 FARNSWORTH AZ MK                                   2391159.7 |
 GK1074|---------------------------------------------------------------------|
 GK1074
 GK1074                          SUPERSEDED SURVEY CONTROL
 GK1074
 GK1074  NAD 83(1993)-  36 19 00.52392(N)    100 58 35.64927(W) AD(       ) 3
 GK1074  NAD 83(1986)-  36 19 00.53015(N)    100 58 35.63632(W) AD(       ) 3
 GK1074  NAD 27      -  36 19 00.41400(N)    100 58 34.08700(W) AD(       ) 3
 GK1074
 GK1074.Superseded values are not recommended for survey control.
 GK1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1074.See file dsdata.txt to determine how the superseded data were derived.
 GK1074
 GK1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2256120902(NAD 83)
 GK1074_MARKER: DS = TRIANGULATION STATION DISK
 GK1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1074_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1074
 GK1074  HISTORY     - Date     Condition        Report By
 GK1074  HISTORY     - 1952     MONUMENTED       CGS
 GK1074
 GK1074                          STATION DESCRIPTION
 GK1074
 GK1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1074'STATION IS LOCATED AT FARNSWORTH, 0.25 MILE WEST OF THE GRAIN
 GK1074'ELEVATORS, ALONG STATE HIGHWAY 117, AND ON THE PROPERTY OF THE
 GK1074'PANHANDLE SANTA FE RAILROAD.
 GK1074'
 GK1074'THE STATION IS REACHED AS FOLLOWS.  FROM THE LARGEST GRAIN
 GK1074'ELEVATOR IN FARNSWORTH GO SOUTHWEST ON STATE HIGHWAY 117 FOR 0.2
 GK1074'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, WEST, AND GO
 GK1074'0.05 MILE TO THE RAILROAD CROSSING AND THE STATION ON THE LEFT
 GK1074'SIDE OF THE ROAD.
 GK1074'
 GK1074'STATION MARK, STAMPED FARNSWORTH 1952, IS A STANDARD DISK SET
 GK1074'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GK1074'PROJECTING 1 INCH.  IT IS 44.4 FEET SOUTHEAST OF THE SOUTH RAIL,
 GK1074'99.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4.2
 GK1074'FEET NORTH OF A WITNESS POST.
 GK1074'
 GK1074'REFERENCE MARK NUMBER 1, STAMPED FARNSWORTH NO 1 1952, IS A
 GK1074'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES
 GK1074'IN DIAMETER, PROJECTING 3 INCHES AND 12 INCHES HIGHER IN
 GK1074'ELEVATION THAN THE STATION.  IT IS 3 FEET SOUTH OF A RAILROAD
 GK1074'CROSSING SIGN POST.
 GK1074'
 GK1074'REFERENCE MARK NUMBER 2, STAMPED FARNSWORTH NO 2 1952, IS A
 GK1074'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES
 GK1074'IN DIAMETER, PROJECTING 3 INCHES AND 12 INCHES HIGHER IN
 GK1074'ELEVATION THAN THE STATION.  IT IS 96 FEET EAST OF THE EAST
 GK1074'END OF BRIDGE 69A ALONG THE RAILROAD.
 GK1074'
 GK1074'AZIMUTH MARK, STAMPED FARNSWORTH 1952, IS A STANDARD DISK SET
 GK1074'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GK1074'PROJECTING 2 INCHES.  TO REACH FROM THE STATION, GO WEST SOUTHWEST
 GK1074'ON STATE HIGHWAY 117 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 GK1074'RIGHT.  IT IS 47 FEET NORTHWEST OF THE CENTERLINE OF THE
 GK1074'HIGHWAY, 34 FEET SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD
 GK1074'TRACKS, 8 FEET NORTHWEST OF TELEPHONE POLE E30 AND ON THE
 GK1074'RAILROAD PROPERTY.
 GK1074'
 GK1074'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1070 ***********************************************************************
 GK1070  DESIGNATION -  FARNSWORTH BATMAN GRAIN ELEV
 GK1070  PID         -  GK1070
 GK1070  STATE/COUNTY-  TX/OCHILTREE
 GK1070  USGS QUAD   -  FARNSWORTH (1973)
 GK1070
 GK1070                         *CURRENT SURVEY CONTROL
 GK1070  ___________________________________________________________________
 GK1070* NAD 83(1993)-  36 19 15.60213(N)    100 58 02.98851(W)     ADJUSTED  
 GK1070* NAVD 88     -                                                        
 GK1070  ___________________________________________________________________
 GK1070  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 GK1070  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GK1070
 GK1070  HORZ ORDER  -  THIRD
 GK1070
 GK1070.The horizontal coordinates were established by classical geodetic methods
 GK1070.and adjusted by the National Geodetic Survey in February 1996..
 GK1070
 GK1070
 GK1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1070
 GK1070.The geoid height was determined by GEOID03.
 GK1070
 GK1070;                    North         East     Units Scale Factor Converg.
 GK1070;SPC TX N     - 1,257,625.975   247,818.566   MT  1.00003502   +0 18 31.0
 GK1070;SPC TX N     - 4,126,061.22    813,051.41   sFT  1.00003502   +0 18 31.0
 GK1070;UTM  14      - 4,021,349.601   323,385.156   MT  0.99998434   -1 09 56.4
 GK1070
 GK1070                          SUPERSEDED SURVEY CONTROL
 GK1070
 GK1070  NAD 83(1993)-  36 19 15.60200(N)    100 58 02.98869(W) AD(       ) 4
 GK1070  NAD 83(1986)-  36 19 15.60813(N)    100 58 02.97529(W) AD(       ) 4
 GK1070  NAD 27      -  36 19 15.49100(N)    100 58 01.43400(W) AD(       ) 3
 GK1070
 GK1070.Superseded values are not recommended for survey control.
 GK1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1070.See file dsdata.txt to determine how the superseded data were derived.
 GK1070
 GK1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2338521350(NAD 83)
 GK1070_MARKER: 65 = GRAIN ELEVATOR
 GK1070
 GK1070  HISTORY     - Date     Condition        Report By
 GK1070  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK1070
 GK1070                          STATION DESCRIPTION
 GK1070
 GK1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1070'THE BATMAN GRAIN COMPANY GRAIN ELEVATOR IS A LARGE, WHITE,
 GK1070'CONCRETE STRUCTURE THAT CONSISTS OF CYLINDRICAL SHAPED TANKS
 GK1070'THAT ARE 120 FEET IN HEIGHT.  THERE IS A SQUARE HEAD HOUSE
 GK1070'ON TOP OF THE TANKS THAT IS 57 FEET IN HEIGHT.  THIS IS THE
 GK1070'EAST ONE OF TWO LARGE ELEVATORS IN FARNSWORTH.  THE CENTER
 GK1070'OF THE HEAD HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1071 ***********************************************************************
 GK1071  DESIGNATION -  FARNSWORTH PERRYTN EQUITY ELEV
 GK1071  PID         -  GK1071
 GK1071  STATE/COUNTY-  TX/OCHILTREE
 GK1071  USGS QUAD   -  FARNSWORTH (1973)
 GK1071
 GK1071                         *CURRENT SURVEY CONTROL
 GK1071  ___________________________________________________________________
 GK1071* NAD 83(1993)-  36 19 10.40062(N)    100 58 13.37460(W)     ADJUSTED  
 GK1071* NAVD 88     -                                                        
 GK1071  ___________________________________________________________________
 GK1071  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 GK1071  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GK1071
 GK1071  HORZ ORDER  -  THIRD
 GK1071
 GK1071.The horizontal coordinates were established by classical geodetic methods
 GK1071.and adjusted by the National Geodetic Survey in February 1996..
 GK1071
 GK1071
 GK1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1071
 GK1071.The geoid height was determined by GEOID03.
 GK1071
 GK1071;                    North         East     Units Scale Factor Converg.
 GK1071;SPC TX N     - 1,257,464.251   247,560.353   MT  1.00003462   +0 18 25.0
 GK1071;SPC TX N     - 4,125,530.63    812,204.26   sFT  1.00003462   +0 18 25.0
 GK1071;UTM  14      - 4,021,194.582   323,122.881   MT  0.99998548   -1 10 02.4
 GK1071
 GK1071                          SUPERSEDED SURVEY CONTROL
 GK1071
 GK1071  NAD 83(1993)-  36 19 10.40048(N)    100 58 13.37476(W) AD(       ) 4
 GK1071  NAD 83(1986)-  36 19 10.40665(N)    100 58 13.36135(W) AD(       ) 4
 GK1071  NAD 27      -  36 19 10.28500(N)    100 58 11.81900(W) AD(       ) 3
 GK1071
 GK1071.Superseded values are not recommended for survey control.
 GK1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1071.See file dsdata.txt to determine how the superseded data were derived.
 GK1071
 GK1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2312321195(NAD 83)
 GK1071_MARKER: 65 = GRAIN ELEVATOR
 GK1071
 GK1071  HISTORY     - Date     Condition        Report By
 GK1071  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK1071
 GK1071                          STATION DESCRIPTION
 GK1071
 GK1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1071'THE PERRYTON EQUITY GRAIN ELEVATOR IS A LARGE, WHITE, CONCRETE
 GK1071'STRUCTURE THAT CONSISTS OF CYLINDRICAL SHAPED TANKS THAT ARE
 GK1071'120 FEET IN HEIGHT.  THERE IS A SQUARE HEAD HOUSE ON TOP OF THE
 GK1071'TANKS THAT IS 27 FEET IN HEIGHT.  THIS IS THE WEST ONE OF
 GK1071'TWO LARGE ELEVATORS IN FARNSWORTH.  THE CENTER OF THE HEAD
 GK1071'HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1142 ***********************************************************************
 BZ1142  DESIGNATION -  FARRAR ET USGS
 BZ1142  PID         -  BZ1142
 BZ1142  STATE/COUNTY-  TX/LIMESTONE
 BZ1142  USGS QUAD   -  FARRAR (1966)
 BZ1142
 BZ1142                         *CURRENT SURVEY CONTROL
 BZ1142  ___________________________________________________________________
 BZ1142* NAD 83(1993)-  31 26 40.27652(N)    096 16 12.45312(W)     ADJUSTED  
 BZ1142* NAVD 88     -       144.021  (meters)     472.51   (feet)  ADJUSTED  
 BZ1142  ___________________________________________________________________
 BZ1142  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 BZ1142  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 BZ1142  DYNAMIC HT  -         143.845 (meters)     471.93  (feet)  COMP
 BZ1142  MODELED GRAV-     979,420.7   (mgal)                       NAVD 88
 BZ1142
 BZ1142  HORZ ORDER  -  THIRD
 BZ1142  VERT ORDER  -  FIRST     CLASS II
 BZ1142
 BZ1142.The horizontal coordinates were established by classical geodetic methods
 BZ1142.and adjusted by the National Geodetic Survey in July 1998..
 BZ1142
 BZ1142.The orthometric height was determined by differential leveling
 BZ1142.and adjusted by the National Geodetic Survey in June 1991..
 BZ1142
 BZ1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1142
 BZ1142.The geoid height was determined by GEOID03.
 BZ1142
 BZ1142.The dynamic height is computed by dividing the NAVD 88
 BZ1142.geopotential number by the normal gravity value computed on the
 BZ1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1142.degrees latitude (g = 980.6199 gals.).
 BZ1142
 BZ1142.The modeled gravity was interpolated from observed gravity values.
 BZ1142
 BZ1142;                    North         East     Units Scale Factor Converg.
 BZ1142;SPC TX C     - 3,204,139.337 1,086,121.858   MT  0.99991155   +2 05 34.0
 BZ1142;SPC TX C     -10,512,247.14  3,563,384.80   sFT  0.99991155   +2 05 34.0
 BZ1142;UTM  14      - 3,482,093.476   759,438.661   MT  1.00043027   +1 25 29.6
 BZ1142
 BZ1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1142!SPC TX C     -   0.99998141  x   0.99991155  =   0.99989296
 BZ1142!UTM  14      -   0.99998141  x   1.00043027  =   1.00041167
 BZ1142
 BZ1142                          SUPERSEDED SURVEY CONTROL
 BZ1142
 BZ1142  NGVD 29 (07/28/98)  144.0    (m)          472.     (f) VERT ANG       
 BZ1142
 BZ1142.Superseded values are not recommended for survey control.
 BZ1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1142.See file dsdata.txt to determine how the superseded data were derived.
 BZ1142
 BZ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV5943982093(NAD 83)
 BZ1142_MARKER: DS = TRIANGULATION STATION DISK
 BZ1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1142_SP_SET: CONCRETE POST
 BZ1142_STAMPING: FARRAR ET 1966
 BZ1142_PROJECTION: FLUSH
 BZ1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1142+STABILITY: SURFACE MOTION
 BZ1142
 BZ1142  HISTORY     - Date     Condition        Report By
 BZ1142  HISTORY     - 1966     MONUMENTED       USGS
 BZ1142  HISTORY     - 1980     GOOD             NGS
 BZ1142
 BZ1142                          STATION DESCRIPTION
 BZ1142
 BZ1142'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 BZ1142'LOCATED IN LIMESTONE COUNTY, TEXAS, ABOUT 12.5 MI. W. OF BUFFALO AND
 BZ1142'14 MI. N. OF MARQUEZ, ON TOP OF BANK ON W. SIDE OF STATE HIGHWAY 39.
 BZ1142'STATION IS LOCATED 448 FT. SE. OF JUNCTION WITH F.M. ROAD 1512, 62 FT.
 BZ1142'SW. OF HIGHWAY AND 36.3 FT. NE. OF FENCE.
 BZ1142'TO REACH FROM GROESBECK POST OFFICE, GO S. FOR 2 BLOCKS, THEN E. ON
 BZ1142'HIGHWAY 164 FOR 12.3 MI. TO JUNCTION AT PERSONVILLE, THEN RIGHT (SE.)
 BZ1142'ON HIGHWAY 39 FOR 5.6 MI. TO JUNCTION WITH F.M. ROAD 1512, CONTINUE
 BZ1142'SE. ON HIGHWAY 39 FOR 0.05 MI. TO STATION ON RIGHT.
 BZ1142'STATION MARK--STANDARD USGS BRONZE TABLET SET IN CONCRETE POST
 BZ1142'PROJECTING 0.2 FT., STAMPED---FARRAR-ET 1966---.
 BZ1142
 BZ1142                          STATION RECOVERY (1980)
 BZ1142
 BZ1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ1142'16.1 KM NW FROM JEWETT.
 BZ1142'16.1 KM. (10.0 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ1142'U.S. HIGHWAY 79 IN JEWETT, 0.15 KM. (0.1 MI.) SOUTHEAST OF THE
 BZ1142'JUNCTION OF FARM ROAD 1512, 19.5 M. (64.0 FT.) SOUTHWEST OF THE
 BZ1142'CENTERLINE OF THE FARM ROAD (SLOPE MEASUREMENT), 36.0 M. (118 FT.)
 BZ1142'WEST-NORTHWEST OF A FENCE CORNER, 11.0 M. (36.0 FT.) NORTH-NORTHEAST
 BZ1142'OF A FENCE, 18.9 M. (62.5 FT.) EAST OF A POWERLINE POLE, 9.8 M.
 BZ1142'(32.0 FT.) SOUTHWEST OF THE EDGE OF THE SOUTHWEST ROAD EMBANKMENT.
 BZ1142'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 BZ1142'THE MARK IS 4.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7282 ***********************************************************************
 AC7282  DESIGNATION -  FARRELL
 AC7282  PID         -  AC7282
 AC7282  STATE/COUNTY-  TX/BOSQUE
 AC7282  USGS QUAD   -  MERIDIAN (1979)
 AC7282
 AC7282                         *CURRENT SURVEY CONTROL
 AC7282  ___________________________________________________________________
 AC7282* NAD 83(1993)-  31 56 28.16526(N)    097 44 52.24896(W)     ADJUSTED  
 AC7282* NAVD 88     -       336.3    (meters)    1103.     (feet)  VERTCON   
 AC7282  ___________________________________________________________________
 AC7282  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AC7282  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AC7282
 AC7282  HORZ ORDER  -  THIRD
 AC7282
 AC7282.The horizontal coordinates were established by classical geodetic methods
 AC7282.and adjusted by the National Geodetic Survey in March 1997..
 AC7282
 AC7282.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7282
 AC7282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7282
 AC7282.The geoid height was determined by GEOID03.
 AC7282
 AC7282;                    North         East     Units Scale Factor Converg.
 AC7282;SPC TX C     - 3,254,993.030   944,448.545   MT  1.00001604   +1 19 54.0
 AC7282;SPC TX C     -10,679,089.63  3,098,578.27   sFT  1.00001604   +1 19 54.0
 AC7282;UTM  14      - 3,534,597.679   618,352.201   MT  0.99977275   +0 39 45.1
 AC7282
 AC7282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7282!SPC TX C     -   0.99995152  x   1.00001604  =   0.99996756
 AC7282!UTM  14      -   0.99995152  x   0.99977275  =   0.99972428
 AC7282
 AC7282                          SUPERSEDED SURVEY CONTROL
 AC7282
 AC7282  NGVD 29 (03/17/97)  336.2    (m)         1103.     (f) VERT ANG       
 AC7282
 AC7282.Superseded values are not recommended for survey control.
 AC7282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7282.See file dsdata.txt to determine how the superseded data were derived.
 AC7282
 AC7282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA1835234598(NAD 83)
 AC7282_MARKER: DB = BENCH MARK DISK
 AC7282
 AC7282  HISTORY     - Date     Condition        Report By
 AC7282  HISTORY     - 1955     MONUMENTED       USGS
 AC7282  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AC7282
 AC7282                          STATION DESCRIPTION
 AC7282
 AC7282'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7282'STATION LIES ABOUT 5 MI. W. AND 1 MI. N. OF MERIDIAN, TEXAS, 8 MI. DUE
 AC7282'S. OF WALNUT SPRINGS, TEXAS, 0.4 MI. S. OF TEXAS STATE HIGHWAY NO. 6,
 AC7282'ON A GRASS COVERED HILL.  THE SIDE SLOPES ARE COVERED WITH TIMBER.
 AC7282'TO REACH STATION FROM THE COURTHOUSE IN MERIDIAN, TEXAS, GO SW. ON
 AC7282'STATE HIGHWAY 22 FOR 0.8 MI. TO INTERSECTION OF STATE HIGHWAY 6, TURN
 AC7282'RIGHT AND GO NW. ON STATE HIGHWAY 6 FOR 5.8 MI. TO T-RD. SW. TURN LEFT
 AC7282'AND GO SW. 0.8 MI. TO DIM RD. SE.  TURN LEFT AND GO SE. 0.4 MI. TO
 AC7282'SADDLE.  TURN LEFT AND GO N. ALONG TOP OF RIDGE 0.4 MI. TO TOP OF
 AC7282'CLEARED HILL AND STATION.
 AC7282'STATION MARK--A STANDARD BENCH MARK TABLET STAMPED---FARRELL 1955---,
 AC7282'SET IN TOP OF A CONCRETE POST, PROJECTING 0.4 FT. ABOVE GROUND.
 AC7282'STATION ELEVATION WAS STAMPED---VABM 1103---.
 AC7282'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER SET IN ROCK, 33.70 FT.
 AC7282'FROM STATION 17 DEGREES 16 MINUTES, N EAST.
 AC7282'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER SET IN ROCK, 51.85 FT.
 AC7282'FROM STATION 96 DEGREES 47 MINUTES, SE.
 AC7282
 AC7282                          STATION RECOVERY (2001)
 AC7282
 AC7282'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 AC7282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2279 ***********************************************************************
 BL2279  DESIGNATION -  FARRIS
 BL2279  PID         -  BL2279
 BL2279  STATE/COUNTY-  TX/WALKER
 BL2279  USGS QUAD   -  SAN JACINTO (1997)
 BL2279
 BL2279                         *CURRENT SURVEY CONTROL
 BL2279  ___________________________________________________________________
 BL2279* NAD 83(1993)-  30 35 18.12280(N)    095 43 35.68118(W)     ADJUSTED  
 BL2279* NAVD 88     -       120.65   (+/-2cm)     395.8    (feet)  VERTCON   
 BL2279  ___________________________________________________________________
 BL2279  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BL2279  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BL2279
 BL2279  HORZ ORDER  -  FIRST
 BL2279  VERT ORDER  -  THIRD ? (See Below)
 BL2279
 BL2279.The horizontal coordinates were established by classical geodetic methods
 BL2279.and adjusted by the National Geodetic Survey in February 1996..
 BL2279
 BL2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2279.The vertical order pertains to the NGVD 29 superseded value.
 BL2279
 BL2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2279
 BL2279.The geoid height was determined by GEOID03.
 BL2279
 BL2279;                    North         East     Units Scale Factor Converg.
 BL2279;SPC TX C     - 3,111,322.290 1,141,676.148   MT  0.99990756   +2 22 21.9
 BL2279;SPC TX C     -10,207,729.88  3,745,649.16   sFT  0.99990756   +2 22 21.9
 BL2279;UTM  15      - 3,387,151.333   238,545.029   MT  1.00044337   -1 23 17.7
 BL2279
 BL2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2279!SPC TX C     -   0.99998530  x   0.99990756  =   0.99989286
 BL2279!UTM  15      -   0.99998530  x   1.00044337  =   1.00042866
 BL2279
 BL2279|---------------------------------------------------------------------|
 BL2279| PID    Reference Object                     Distance      Geod. Az  |
 BL2279|                                                           dddmmss.s |
 BL2279| BL2277 FARRIS 1935 RM 1                     19.541 METERS 18606     |
 BL2279| CV7580 FARRIS AZ MK                                       2824712.6 |
 BL2279| CV7581 FARRIS RM 2                          35.915 METERS 28405     |
 BL2279|---------------------------------------------------------------------|
 BL2279
 BL2279                          SUPERSEDED SURVEY CONTROL
 BL2279
 BL2279  NAD 83(1986)-  30 35 18.13567(N)    095 43 35.66444(W) AD(       ) 1
 BL2279  NAD 27      -  30 35 17.42200(N)    095 43 34.85700(W) AD(       ) 1
 BL2279  NGVD 29 (07/19/86)  120.64   (m)          395.8    (f) LEVELING    3  
 BL2279
 BL2279.Superseded values are not recommended for survey control.
 BL2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2279.See file dsdata.txt to determine how the superseded data were derived.
 BL2279
 BL2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3854587151(NAD 83)
 BL2279_MARKER: DS = TRIANGULATION STATION DISK
 BL2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2279
 BL2279  HISTORY     - Date     Condition        Report By
 BL2279  HISTORY     - 1935     MONUMENTED       CGS
 BL2279  HISTORY     - 1937     GOOD             TXHD
 BL2279
 BL2279                          STATION DESCRIPTION
 BL2279
 BL2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2279'THIS STATION IS ABOUT 14 MILES SW OF HUNTSVILLE, ABOUT 9-1/2
 BL2279'MILES NE OF RICHARDS, AND ABOUT 15-1/2 MILES N OF W OF NEW
 BL2279'WAVERLY.  ON LAND OCCUPIED BY THE FARRIS LOOKOUT TOWER.  THE
 BL2279'STATION MARK IS 64.11 FEET (19.541 METERS) N OF THE CENTER
 BL2279'OF THE LOOKOUT TOWER, WHICH IS MARKED BY REFERENCE MARK NO. 1.
 BL2279'64.1 FEET SE OF SOUTHERNMOST TELEPHONE POLE OF TELEPHONE
 BL2279'LINE TO LOOKOUT TOWER.  THE MARK IS FLUSH WITH THE GROUND.
 BL2279'
 BL2279'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL2279'BRONZE DISKS SET IN CONCRETE.
 BL2279'
 BL2279'REFERENCE MARK NO. 1 IS S OF THE STATION AND MARKS THE CENTER
 BL2279'OF THE LOOKOUT TOWER.  THE MARK PROJECTS 3 INCHES.
 BL2279'
 BL2279'REFERENCE MARK NO. 2 IS NW OF THE STATION.  72 FEET W OF
 BL2279'CENTER LINE OF LOOKOUT ROAD.  AT W EDGE OF CLEARING.  THE
 BL2279'MARK PROJECTS 3 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 BL2279'MARKS IS 141.80 FEET.
 BL2279'
 BL2279'THE AZIMUTH MARK IS NW OF THE STATION ON N SIDE OF ROAD
 BL2279'AT S EDGE OF PINE WOODLAND.  0.45 MILE W OF ROAD LEADING
 BL2279'TO LOOKOUT TOWER AND STATION.  27 FEET N OF CENTER LINE
 BL2279'OF DIRT ROAD.  THE MARK PROJECTS 6 INCHES.
 BL2279'
 BL2279'TO REACH THE STATION FROM HUNTSVILLE GO SW FROM THE COURTHOUSE
 BL2279'ON TEXAS HIGHWAY 45, 3.8 MILES TO JUSTICE STORE AND SERVICE
 BL2279'STATION.  THENCE LEFT ON DIRT ROAD AND FOLLOW 6.15 MILES
 BL2279'TO FORK.  TAKE RIGHT FORK AND FOLLOW 2.45 MILES TO SIDE ROAD
 BL2279'LEADING S.  CONTINUE ON SAME ROAD 2.8 MILES TO SIDE ROAD
 BL2279'LEADING S.  THENCE S 0.4 MILE TO LOOKOUT TOWER AND STATION.
 BL2279'
 BL2279'A 100-FOOT SIGNAL AT GIBBS IS VISIBLE AT 35 FEET.  A 100-FOOT
 BL2279'SIGNAL AT WALK IS VISIBLE AT 42 FEET.  A 100-FOOT SIGNAL
 BL2279'AT BUNN IS VISIBLE AT 42 FEET.
 BL2279
 BL2279                          STATION RECOVERY (1937)
 BL2279
 BL2279'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2279'ORIGINAL DESCRIPTION SATISFACTORY.  STATION MARK AND REFERENCE
 BL2279'DISKS NO. 1 AND NO. 2 RECOVERED AND IN GOOD CONDITION.  AZIMUTH
 BL2279'MARK NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2277 ***********************************************************************
 BL2277  DESIGNATION -  FARRIS 1935 RM 1
 BL2277  PID         -  BL2277
 BL2277  STATE/COUNTY-  TX/WALKER
 BL2277  USGS QUAD   -  SAN JACINTO (1997)
 BL2277
 BL2277                         *CURRENT SURVEY CONTROL
 BL2277  ___________________________________________________________________
 BL2277* NAD 83(1993)-  30 35 17.49184(N)    095 43 35.75911(W)     ADJUSTED  
 BL2277* NAVD 88     -       121.02   (+/-2cm)     397.0    (feet)  VERTCON   
 BL2277  ___________________________________________________________________
 BL2277  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BL2277  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BL2277
 BL2277  HORZ ORDER  -  SECOND
 BL2277  VERT ORDER  -  THIRD ? (See Below)
 BL2277
 BL2277.The horizontal coordinates were established by classical geodetic methods
 BL2277.and adjusted by the National Geodetic Survey in February 1996..
 BL2277
 BL2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2277.The vertical order pertains to the NGVD 29 superseded value.
 BL2277
 BL2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2277
 BL2277.The geoid height was determined by GEOID03.
 BL2277
 BL2277;                    North         East     Units Scale Factor Converg.
 BL2277;SPC TX C     - 3,111,302.792 1,141,674.878   MT  0.99990758   +2 22 21.9
 BL2277;SPC TX C     -10,207,665.91  3,745,645.00   sFT  0.99990758   +2 22 21.9
 BL2277;UTM  15      - 3,387,131.950   238,542.482   MT  1.00044339   -1 23 17.7
 BL2277
 BL2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2277!SPC TX C     -   0.99998524  x   0.99990758  =   0.99989282
 BL2277!UTM  15      -   0.99998524  x   1.00044339  =   1.00042862
 BL2277
 BL2277                          SUPERSEDED SURVEY CONTROL
 BL2277
 BL2277  NAD 83(1986)-  30 35 17.50472(N)    095 43 35.74237(W) AD(       ) 2
 BL2277  NAD 27      -  30 35 16.79100(N)    095 43 34.93500(W) AD(       ) 2
 BL2277  NGVD 29 (07/19/86)  121.01   (m)          397.0    (f) LEVELING    3  
 BL2277
 BL2277.Superseded values are not recommended for survey control.
 BL2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2277.See file dsdata.txt to determine how the superseded data were derived.
 BL2277
 BL2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3854287132(NAD 83)
 BL2277_MARKER: DS = TRIANGULATION STATION DISK
 BL2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2277+STABILITY: SURFACE MOTION
 BL2277
 BL2277  HISTORY     - Date     Condition        Report By
 BL2277  HISTORY     - 1935     MONUMENTED       CGS
 BL2277
 BL2277                          STATION DESCRIPTION
 BL2277
 BL2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL2277'THIS STATION IS ABOUT 14 MILES SW OF HUNTSVILLE, ABOUT 9-1/2
 BL2277'MILES NE OF RICHARDS, AND ABOUT 15-1/2 MILES N OF W OF NEW
 BL2277'WAVERLY.  ON LAND OCCUPIED BY THE FARRIS LOOKOUT TOWER.
 BL2277'
 BL2277'REFERENCE MARK NO. 1 IS S OF THE STATION AND MARKS THE CENTER
 BL2277'OF THE LOOKOUT TOWER.  THE MARK IS A STANDARD BRONZE DISK SET IN
 BL2277'CONCRETE AND PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0879 ***********************************************************************
 GK0879  DESIGNATION -  FARWELL
 GK0879  PID         -  GK0879
 GK0879  STATE/COUNTY-  TX/HANSFORD
 GK0879  USGS QUAD   -  KIMBALL (1974)
 GK0879
 GK0879                         *CURRENT SURVEY CONTROL
 GK0879  ___________________________________________________________________
 GK0879* NAD 83(1993)-  36 17 53.51140(N)    101 21 13.37948(W)     ADJUSTED  
 GK0879* NAVD 88     -       957.     (meters)    3140.     (feet)  SCALED    
 GK0879  ___________________________________________________________________
 GK0879  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 GK0879  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 GK0879
 GK0879  HORZ ORDER  -  SECOND
 GK0879
 GK0879.The horizontal coordinates were established by classical geodetic methods
 GK0879.and adjusted by the National Geodetic Survey in February 1996..
 GK0879
 GK0879.The orthometric height was scaled from a topographic map.
 GK0879
 GK0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0879
 GK0879.The geoid height was determined by GEOID03.
 GK0879
 GK0879;                    North         East     Units Scale Factor Converg.
 GK0879;SPC TX N     - 1,254,976.509   213,139.998   MT  1.00002882   +0 05 05.2
 GK0879;SPC TX N     - 4,117,368.76    699,276.81   sFT  1.00002882   +0 05 05.2
 GK0879;UTM  14      - 4,019,594.508   288,648.690   MT  1.00015040   -1 23 38.0
 GK0879
 GK0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0879!SPC TX N     -   0.99985398  x   1.00002882  =   0.99988280
 GK0879!UTM  14      -   0.99985398  x   1.00015040  =   1.00000436
 GK0879
 GK0879:                Primary Azimuth Mark                     Grid Az
 GK0879:SPC TX N     -  FARWELL AZ MK                            002 25 00.3
 GK0879:UTM  14      -  FARWELL AZ MK                            003 53 43.5
 GK0879
 GK0879|---------------------------------------------------------------------|
 GK0879| PID    Reference Object                     Distance      Geod. Az  |
 GK0879|                                                           dddmmss.s |
 GK0879| CM8064 FARWELL AZ MK                                      0023005.5 |
 GK0879| CM8065 FARWELL RM 1                         21.330 METERS 00637     |
 GK0879| GK0881 GRUVER METHODIST CHURCH SPIRE       APPROX. 5.8 KM 2274253.5 |
 GK0879| GK0882 GRUVER MUNICIPAL TANK               APPROX. 6.1 KM 2323236.9 |
 GK0879| GK0883 GRUVER ELEV INC GRAIN ELEV          APPROX. 5.6 KM 2384202.7 |
 GK0879| CM8066 FARWELL RM 2                         15.452 METERS 26335     |
 GK0879| GK0870 BERNSTEIN RR SID HITCH CO ELEV      APPROX.10.8 KM 3581926.0 |
 GK0879|---------------------------------------------------------------------|
 GK0879
 GK0879                          SUPERSEDED SURVEY CONTROL
 GK0879
 GK0879  NAD 83(1993)-  36 17 53.50960(N)    101 21 13.38255(W) AD(       ) 2
 GK0879  NAD 83(1986)-  36 17 53.51984(N)    101 21 13.36662(W) AD(       ) 2
 GK0879  NAD 27      -  36 17 53.40800(N)    101 21 11.79300(W) AD(       ) 2
 GK0879
 GK0879.Superseded values are not recommended for survey control.
 GK0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0879.See file dsdata.txt to determine how the superseded data were derived.
 GK0879
 GK0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8864919595(NAD 83)
 GK0879_MARKER: DS = TRIANGULATION STATION DISK
 GK0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0879_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0879
 GK0879  HISTORY     - Date     Condition        Report By
 GK0879  HISTORY     - 1952     MONUMENTED       CGS
 GK0879  HISTORY     - 1968     GOOD             CGS
 GK0879
 GK0879                          STATION DESCRIPTION
 GK0879
 GK0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0879'THE STATION IS LOCATED AT A T-ROAD JUNCTION AND ON THE WEST
 GK0879'SIDE OF STATE HIGHWAY 282.  IT IS ABOUT 3-1/2 MILES AIRLINE
 GK0879'NORTHEAST OF GRUVER, ABOUT 19-1/2 MILES AIRLINE SOUTH OF
 GK0879'HITCHLAND, AND ABOUT 11 MILES AIRLINE NORTHWEST OF SPEARMAN.
 GK0879'
 GK0879'THE STATION IS 65 FEET WEST OF THE CENTER LINE OF STATE
 GK0879'HIGHWAY 282, 41 FEET NORTH OF THE CENTER LINE OF THE DIRT
 GK0879'T-ROAD, AND 6-8/10 FEET EAST OF THE WHITE WITNESS POST.  IT IS
 GK0879'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT
 GK0879'IS 10 INCHES IN DIAMETER AND PROJECTS 4 INCHES.  THE DISK IS
 GK0879'STAMPED--FARWELL 1952.
 GK0879'
 GK0879'REFERENCE MARK NUMBER ONE IS 64 FEET WEST OF THE CENTER LINE OF
 GK0879'STATE HIGHWAY 282, 2-1/2 FEET SOUTHEAST OF A TELEPHONE POLE,
 GK0879'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 GK0879'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10 INCHES
 GK0879'IN DIAMETER AND PROJECTS 3 INCHES.  THE DISK IS STAMPED--FARWELL
 GK0879'NO 1 1952.
 GK0879'
 GK0879'REFERENCE MARK NUMBER TWO IS 36 FEET NORTH OF THE CENTER LINE
 GK0879'OF THE DIRT T-ROAD, AND ABOUT THE SAME ELEVATION AS THE STATION.
 GK0879'IT IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 GK0879'THAT IS 10 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  THE DISK
 GK0879'IS STAMPED--FARWELL NO 2 1952.
 GK0879'
 GK0879'THE AZIMUTH MARK IS 63 FEET EAST OF THE CENTER LINE OF STATE
 GK0879'HIGHWAY 282, 132 FEET SOUTH OF THE CENTER LINE OF FARM ROAD
 GK0879'1261, AND 1 FOOT WEST OF A FENCE CORNER.  IT IS A STANDARD
 GK0879'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10 INCHES
 GK0879'IN DIAMETER AND PROJECTS 4 INCHES.  THE DISK IS STAMPED--FARWELL
 GK0879'1952.  TO REACH THE MARK FROM THE STATION GO NORTH ON STATE
 GK0879'HIGHWAY 282 FOR 0.7 MILE TO A T-ROAD AND THE MARK ON THE RIGHT.
 GK0879'
 GK0879'TO REACH THE STATION FROM THE POST OFFICE IN GRUVER GO NORTH
 GK0879'FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY 289 AND FARM ROAD
 GK0879'278.  TURN RIGHT, EAST, ON FARM ROAD 278 AND GO 2.7 MILES TO
 GK0879'STATE HIGHWAY 282.  TURN LEFT, NORTH, ON STATE HIGHWAY 282
 GK0879'AND GO 1.9 MILES TO A T-ROAD AND THE STATION ON THE LEFT.
 GK0879'
 GK0879'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GK0879
 GK0879                          STATION RECOVERY (1968)
 GK0879
 GK0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CLC)
 GK0879'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GK0879'FOUND IN GOOD CONDITION, EXCEPT THE STATION MARK IS COVERED
 GK0879'BY 3 TO 4 INCHES OF CALICHE AS ARE THE REFERENCE MARKS.  THE
 GK0879'AZIMUTH MARK IS NOT COVERED BUT IS SLIGHTLY LOOSE IN THE GROUND.
 GK0879'
 GK0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 GK0879'NORTHEAST OF GRUVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0553 ***********************************************************************
 AO0553  DESIGNATION -  FASHING
 AO0553  PID         -  AO0553
 AO0553  STATE/COUNTY-  TX/KARNES
 AO0553  USGS QUAD   -  COY CITY (1961)
 AO0553
 AO0553                         *CURRENT SURVEY CONTROL
 AO0553  ___________________________________________________________________
 AO0553* NAD 83(1993)-  28 45 52.97116(N)    098 04 22.49524(W)     ADJUSTED  
 AO0553* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 AO0553  ___________________________________________________________________
 AO0553  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AO0553  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AO0553
 AO0553  HORZ ORDER  -  FIRST
 AO0553
 AO0553.The horizontal coordinates were established by classical geodetic methods
 AO0553.and adjusted by the National Geodetic Survey in February 1996..
 AO0553
 AO0553.The orthometric height was scaled from a topographic map.
 AO0553
 AO0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0553
 AO0553.The geoid height was determined by GEOID03.
 AO0553
 AO0553;                    North         East     Units Scale Factor Converg.
 AO0553;SPC TXSC     - 4,103,582.184   690,529.046   MT  0.99991240   +0 27 15.1
 AO0553;SPC TXSC     -13,463,169.22  2,265,510.71   sFT  0.99991240   +0 27 15.1
 AO0553;UTM  14      - 3,182,270.791   590,503.846   MT  0.99970108   +0 26 46.2
 AO0553
 AO0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0553!SPC TXSC     -   0.99998353  x   0.99991240  =   0.99989594
 AO0553!UTM  14      -   0.99998353  x   0.99970108  =   0.99968462
 AO0553
 AO0553:                Primary Azimuth Mark                     Grid Az
 AO0553:SPC TXSC     -  FASHING AZ MK                            006 19 38.1
 AO0553:UTM  14      -  FASHING AZ MK                            006 20 07.0
 AO0553
 AO0553|---------------------------------------------------------------------|
 AO0553| PID    Reference Object                     Distance      Geod. Az  |
 AO0553|                                                           dddmmss.s |
 AO0553| CV3961 FASHING AZ MK                                      0064653.2 |
 AO0553| AO0557 PAWNEE CATHOLIC CHURCH CUPOLA       APPROX.13.6 KM 1501411.1 |
 AO0553| AN2191 PAWNEE LUTHERAN CHURCH SPIRE        APPROX.14.7 KM 1504629.1 |
 AO0553| AO0559 PAWNEE METHODIST CHURCH SPIRE       APPROX.14.1 KM 1512952.5 |
 AO0553| CV3962 FASHING RM 1                         26.244 METERS 15540     |
 AO0553| CV3963 FASHING RM 2                         24.753 METERS 26004     |
 AO0553| AO0556 FASHING METHODIST CHURCH SPIRE      APPROX. 7.0 KM 2915426.6 |
 AO0553| AO0554 CORPUS CHRISTI SAN ANG BCN 23       APPROX.12.9 KM 3253515.8 |
 AO0553|---------------------------------------------------------------------|
 AO0553
 AO0553                          SUPERSEDED SURVEY CONTROL
 AO0553
 AO0553  NAD 83(1986)-  28 45 52.97453(N)    098 04 22.47489(W) AD(       ) 1
 AO0553  NAD 27      -  28 45 52.04200(N)    098 04 21.45700(W) AD(       ) 1
 AO0553
 AO0553.Superseded values are not recommended for survey control.
 AO0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0553.See file dsdata.txt to determine how the superseded data were derived.
 AO0553
 AO0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS9050482271(NAD 83)
 AO0553_MARKER: DS = TRIANGULATION STATION DISK
 AO0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0553_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0553
 AO0553  HISTORY     - Date     Condition        Report By
 AO0553  HISTORY     - 1952     MONUMENTED       CGS
 AO0553  HISTORY     - 1961     GOOD             USGS
 AO0553
 AO0553                          STATION DESCRIPTION
 AO0553
 AO0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0553'THE STATION IS LOCATED ABOUT 14 MILES WEST OF KENEDY, 8 MILES
 AO0553'SOUTHEAST OF THE SMALL VILLAGE OF FASHING, 0.1 MILE WEST OF A
 AO0553'DIRT ROAD, 65 FEET EAST OF A WINDMILL, 15 FEET NORTHEAST OF A
 AO0553'SHED, AND 13 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 AO0553'
 AO0553'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 AO0553'OF FASHING.  GO WEST FOR 0.25 MILE TO A T-INTERSECTION, TURN
 AO0553'RIGHT AND GO NORTH FOR 0.25 MILE TO FARM ROAD 99, TURN RIGHT
 AO0553'AND GO EASTERLY ON FARM ROAD 99 FOR 3.2 MILES TO A T-ROAD
 AO0553'RIGHT, TURN RIGHT AND GO SOUTH AND THEN EAST ON A DIRT ROAD
 AO0553'FOR 1.4 MILES TO A CROSS ROAD, TURN RIGHT AND GO SOUTH FOR
 AO0553'1.4 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR
 AO0553'0.4 MILE TO A GATE ON THE RIGHT, TURN RIGHT THROUGH THE GATE
 AO0553'AND GO WEST FOR 0.1 MILE TO THE STATION.
 AO0553'
 AO0553'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AO0553'CYLINDERS.
 AO0553'
 AO0553'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AO0553'STAMPED FASHING 1952.
 AO0553'
 AO0553'REFERENCE MARK NO. 1 IS 48 FEET SOUTH-SOUTHEAST OF A SHED
 AO0553'AND 11 FEET EAST OF A TRACK ROAD.  THE MARK IS FLUSH WITH THE
 AO0553'GROUND, AND THE DISK IS STAMPED FASHING NO 1 1952.
 AO0553'
 AO0553'REFERENCE MARK NO. 2 IS 25 FEET SOUTHWEST OF A WINDMILL AND 3
 AO0553'FEET NORTHEAST OF AN 18-INCH TREE.  THE MARK PROJECTS 1 INCH,
 AO0553'AND THE DISK IS STAMPED FASHING NO 2 1952.
 AO0553'
 AO0553'THE AZIMUTH MARK IS 72 FEET SOUTHEAST OF A FENCE CORNER,
 AO0553'27 FEET EAST OF A DIRT ROAD, AND 3 FEET SOUTH-SOUTHWEST OF A
 AO0553'WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 AO0553'STAMPED FASHING 1952.
 AO0553'
 AO0553'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 AO0553
 AO0553                          STATION RECOVERY (1961)
 AO0553
 AO0553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AO0553'DESCRIPTION AND POSITION LISTED IN NGS QUAD 28098-1, STATION 1007.
 AO0553'RECOVERED BY USGS IN 1961.
 AO0553'STATION MARK--A STANDARD USC AND GS DISK SET IN A CONCRETE CYLINDER,
 AO0553'STAMPED---FASHING 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0555 ***********************************************************************
 AO0555  DESIGNATION -  FASHING CATHOLIC CHURCH CUPOLA
 AO0555  PID         -  AO0555
 AO0555  STATE/COUNTY-  TX/ATASCOSA
 AO0555  USGS QUAD   -  FASHING (1961)
 AO0555
 AO0555                         *CURRENT SURVEY CONTROL
 AO0555  ___________________________________________________________________
 AO0555* NAD 83(1993)-  28 47 13.37078(N)    098 08 23.33878(W)     ADJUSTED  
 AO0555* NAVD 88     -                                                        
 AO0555  ___________________________________________________________________
 AO0555  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AO0555  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AO0555
 AO0555  HORZ ORDER  -  THIRD
 AO0555
 AO0555.The horizontal coordinates were established by classical geodetic methods
 AO0555.and adjusted by the National Geodetic Survey in February 1996..
 AO0555
 AO0555
 AO0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0555
 AO0555.The geoid height was determined by GEOID03.
 AO0555
 AO0555;                    North         East     Units Scale Factor Converg.
 AO0555;SPC TXSC     - 4,106,007.215   683,978.139   MT  0.99990863   +0 25 17.1
 AO0555;SPC TXSC     -13,471,125.34  2,244,018.28   sFT  0.99990863   +0 25 17.1
 AO0555;UTM  14      - 3,184,696.165   583,954.680   MT  0.99968698   +0 24 51.3
 AO0555
 AO0555                          SUPERSEDED SURVEY CONTROL
 AO0555
 AO0555  NAD 83(1986)-  28 47 13.37368(N)    098 08 23.31758(W) AD(       ) 4
 AO0555  NAD 27      -  28 47 12.45000(N)    098 08 22.29000(W) AD(       ) 3
 AO0555
 AO0555.Superseded values are not recommended for survey control.
 AO0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0555.See file dsdata.txt to determine how the superseded data were derived.
 AO0555
 AO0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8395584696(NAD 83)
 AO0555_MARKER: 86 = CUPOLA
 AO0555
 AO0555  HISTORY     - Date     Condition        Report By
 AO0555  HISTORY     - 1952     FIRST OBSERVED   CGS
 AO0555
 AO0555                          STATION DESCRIPTION
 AO0555
 AO0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0555'LOCATED ABOUT 1/2 MILE EAST OF THE MAIN INTERSECTION IN
 AO0555'FASHING.  STATION IS THE TOP-CENTER OF THE CUPOLA ON THE
 AO0555'SOUTH END OF THE CATHOLIC CHURCH.  THE TOP OF THE CUPOLA
 AO0555'IS ROUNDED AND IS ABOUT 30 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0556 ***********************************************************************
 AO0556  DESIGNATION -  FASHING METHODIST CHURCH SPIRE
 AO0556  PID         -  AO0556
 AO0556  STATE/COUNTY-  TX/ATASCOSA
 AO0556  USGS QUAD   -  FASHING (1961)
 AO0556
 AO0556                         *CURRENT SURVEY CONTROL
 AO0556  ___________________________________________________________________
 AO0556* NAD 83(1993)-  28 47 18.31533(N)    098 08 23.56632(W)     ADJUSTED  
 AO0556* NAVD 88     -                                                        
 AO0556  ___________________________________________________________________
 AO0556  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AO0556  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AO0556
 AO0556  HORZ ORDER  -  THIRD
 AO0556
 AO0556.The horizontal coordinates were established by classical geodetic methods
 AO0556.and adjusted by the National Geodetic Survey in February 1996..
 AO0556
 AO0556
 AO0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0556
 AO0556.The geoid height was determined by GEOID03.
 AO0556
 AO0556;                    North         East     Units Scale Factor Converg.
 AO0556;SPC TXSC     - 4,106,159.378   683,970.850   MT  0.99990840   +0 25 17.0
 AO0556;SPC TXSC     -13,471,624.56  2,243,994.36   sFT  0.99990840   +0 25 17.0
 AO0556;UTM  14      - 3,184,848.295   583,947.410   MT  0.99968696   +0 24 51.3
 AO0556
 AO0556                          SUPERSEDED SURVEY CONTROL
 AO0556
 AO0556  NAD 83(1986)-  28 47 18.31845(N)    098 08 23.54523(W) AD(       ) 4
 AO0556  NAD 27      -  28 47 17.39000(N)    098 08 22.52000(W) AD(       ) 3
 AO0556
 AO0556.Superseded values are not recommended for survey control.
 AO0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0556.See file dsdata.txt to determine how the superseded data were derived.
 AO0556
 AO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8394784848(NAD 83)
 AO0556_MARKER: 90 = CHURCH SPIRE
 AO0556
 AO0556  HISTORY     - Date     Condition        Report By
 AO0556  HISTORY     - 1952     FIRST OBSERVED   CGS
 AO0556
 AO0556                          STATION DESCRIPTION
 AO0556
 AO0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0556'LOCATED ABOUT 0.3 MILE EAST OF THE MAIN INTERSECTION IN
 AO0556'FASHING.  STATION IS THE FINIAL OF THE SHARP-POINTED SPIRE
 AO0556'ATOP THE BELFRY OF THE METHODIST CHURCH.  THE SPIRE IS ABOUT
 AO0556'40 FEET HIGH.  THE CHURCH IS A ONE-STORY WOOD STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0796 ***********************************************************************
 CV0796  DESIGNATION -  FASKIN
 CV0796  PID         -  CV0796
 CV0796  STATE/COUNTY-  TX/ANDREWS
 CV0796  USGS QUAD   -  FIVE WELLS RANCH SE (1971)
 CV0796
 CV0796                         *CURRENT SURVEY CONTROL
 CV0796  ___________________________________________________________________
 CV0796* NAD 83(1993)-  32 20 27.75163(N)    102 22 11.26749(W)     ADJUSTED  
 CV0796* NAVD 88     -       928.5    (meters)    3046.     (feet)  VERTCON   
 CV0796  ___________________________________________________________________
 CV0796  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 CV0796  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CV0796
 CV0796  HORZ ORDER  -  SECOND
 CV0796
 CV0796.The horizontal coordinates were established by classical geodetic methods
 CV0796.and adjusted by the National Geodetic Survey in February 1996..
 CV0796
 CV0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0796
 CV0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0796
 CV0796.The geoid height was determined by GEOID03.
 CV0796
 CV0796;                    North         East     Units Scale Factor Converg.
 CV0796;SPC TXNC     - 2,081,491.490   235,791.736   MT  0.99994895   -2 06 38.0
 CV0796;SPC TXNC     - 6,829,026.66    773,593.39   sFT  0.99994895   -2 06 38.0
 CV0796;UTM  13      - 3,581,279.589   747,550.258   MT  1.00035577   +1 24 27.9
 CV0796
 CV0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0796!SPC TXNC     -   0.99985800  x   0.99994895  =   0.99980695
 CV0796!UTM  13      -   0.99985800  x   1.00035577  =   1.00021372
 CV0796
 CV0796|---------------------------------------------------------------------|
 CV0796| PID    Reference Object                     Distance      Geod. Az  |
 CV0796|                                                           dddmmss.s |
 CV0796| CH9335 FASKIN RM 1                          23.953 METERS 07309     |
 CV0796| CH9336 FASKIN RM 2                          22.395 METERS 14510     |
 CV0796| CH9334 FASKIN AZ MK                                       2561915.9 |
 CV0796|---------------------------------------------------------------------|
 CV0796
 CV0796                          SUPERSEDED SURVEY CONTROL
 CV0796
 CV0796  NAD 83(1986)-  32 20 27.75871(N)    102 22 11.26132(W) AD(       ) 2
 CV0796  NAD 27      -  32 20 27.38300(N)    102 22 09.70600(W) AD(       ) 2
 CV0796  NGVD 29 (07/19/86)  928.1    (m)         3045.     (f) VERT ANG       
 CV0796
 CV0796.Superseded values are not recommended for survey control.
 CV0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0796.See file dsdata.txt to determine how the superseded data were derived.
 CV0796
 CV0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR4755081280(NAD 83)
 CV0796_MARKER: DS = TRIANGULATION STATION DISK
 CV0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0796
 CV0796  HISTORY     - Date     Condition        Report By
 CV0796  HISTORY     - 1935     MONUMENTED       CGS
 CV0796  HISTORY     - 1938     GOOD             TXHD
 CV0796  HISTORY     - 1970     GOOD             NGS
 CV0796  HISTORY     - 1970     GOOD             USGS
 CV0796
 CV0796                          STATION DESCRIPTION
 CV0796
 CV0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0796'STATION IS 14 MILES AIRLINE SSE OF THE FLOREY POST OFFICE AND
 CV0796'IS LOCATED ON A HIGH RIDGE, 1-3/4 MILES E OF THE GRADED
 CV0796'MIDLAND-SEMINOLE HIGHWAY, 1-3/4 MILES E OF THE OLD FASKIN
 CV0796'STORE, 32 FEET N OF THE NE CORNER OF A DESERTED FRAME HOUSE,
 CV0796'26 FEET W OF A N-S FENCE, 1 FOOT N OF A LONG E-W FENCE, 20
 CV0796'FEET W OF AN E-W TRACK ROAD, AND THE MARK PROJECTS 2 INCHES.
 CV0796'
 CV0796'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0796'BRONZE DISKS SET IN CONCRETE.
 CV0796'
 CV0796'REFERENCE MARK NO. 1 IS E OF THE STATION, 52 FEET E OF THE
 CV0796'N-S FENCE, 20 FEET S OF AN E-W TRACK ROAD, AND PROJECTS 2 INCHES.
 CV0796'
 CV0796'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 48 FEET SE OF THE
 CV0796'NE CORNER OF THE DESERTED HOUSE, 1 FOOT W OF A N-S FENCE, AND
 CV0796'PROJECTS 2 INCHES.
 CV0796'
 CV0796'AZIMUTH MARK IS W OF THE STATION, 70 FEET N OF A CATTLE GUARD
 CV0796'IN A N-S FENCE, 1 FOOT E OF THIS SAME FENCE, 90 FEET N OF
 CV0796'THE SAME E-W FENCE THAT EXTENDS TO THE STATION, AND PROJECTS
 CV0796'6 INCHES.
 CV0796'
 CV0796'REACHED FROM THE FLOREY POST OFFICE BY DRIVING SOUTH-SOUTHEASTERLY
 CV0796'ON THE GRADED MIDLAND-SEMINOLE ROAD FOR 14.0 MILES TO AN
 CV0796'ABANDONED CONCRETE BUILDING WHICH IS ABOUT 200 YARDS E OF THE
 CV0796'ROAD.  LEAVE THE HIGHWAY, PASS 30 FEET S OF THE OLD STORE AND
 CV0796'TAKE A WELL TRAVELED TRACK ROAD THAT LEADS E ALTHOUGH IT JOGS
 CV0796'N IN TWO PLACES.  FOLLOW THIS ROAD E 1.7 MILES TO A DESERTED
 CV0796'FRAME HOUSE AND STATION.
 CV0796'
 CV0796'A 35-FOOT STAND CLEARS ALL LINES.
 CV0796
 CV0796                          STATION RECOVERY (1938)
 CV0796
 CV0796'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0796'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0796'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CV0796
 CV0796                          STATION RECOVERY (1970)
 CV0796
 CV0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CV0796'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 CV0796'AZIMUTH MARK WERE FOUND AND APPEAR TO BE IN GOOD CONDITION.
 CV0796'THERE WAS A SMALL DIFFERENCE IN THE DISTANCE TO R.M. 1, AND
 CV0796'A DIFFERENCE OF 1 DECIMETER TO R.M. 2.  THE DISTANCE AND ANGLE
 CV0796'BETWEEN THE R.M.S CHECKED.
 CV0796'
 CV0796'A NEW DESCRIPTION FOLLOWS--
 CV0796'
 CV0796'THE STATION IS LOCATED ABOUT 10 MILES EAST OF ANDREWS, 1-3/4
 CV0796'MILES EAST OF FARM ROAD 1788, AND 1 MILE NORTH OF STATE HIGHWAY
 CV0796'176, IN THE SOUTHEAST CORNER OF THE ANGLING INTERSECTION OF
 CV0796'TWO SAND RANCH ROADS, 0.1 MILE SOUTH-SOUTHWEST OF A STEEL
 CV0796'FRAMED WINDMILL, ON PASTURE LAND LEASED BY MR. BEN KELTON WHO
 CV0796'LIVES ABOUT 2-1/2 MILES SOUTHWEST OF THE STATION.
 CV0796'
 CV0796'THE STATION MARK IS A STANDARD DISK STAMPED FASKIN 1935, SET
 CV0796'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT
 CV0796'IS 70 FEET SOUTHWEST OF SAND ROAD INTERSECTION, 22 FEET SOUTH
 CV0796'OF CENTER OF TRACK ROAD, AND 5.7 FEET NORTHEAST OF A METAL
 CV0796'WITNESS POST.
 CV0796'
 CV0796'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FASKIN NO I
 CV0796'1935, SET IN A CONCRETE MONUMENT 1.5 FEET BELOW GROUND SURFACE.
 CV0796'IT IS 28 FEET EAST-SOUTHEAST OF CENTER OF SAND ROAD INTERSECTION,
 CV0796'AND 1.3 FEET SOUTHWEST OF A METAL WITNESS POST.
 CV0796'
 CV0796'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FASKIN NO II
 CV0796'1935, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 CV0796'IT IS 100 FEET SOUTH OF THE CENTER OF THE INTERSECTION, 23
 CV0796'FEET WEST OF THE CENTER OF SAND ROAD SOUTH, AND 1.7 FEET NORTH
 CV0796'OF A 1-INCH IRON PIPE.
 CV0796'
 CV0796'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CV0796'FASKIN AZIMUTH 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH
 CV0796'PROJECTS 2-INCHES.  IT IS ON FLAT PASTURE LAND, 67 FEET NORTH
 CV0796'OF THE CENTER OF SAND ROAD, AND 1.8 FEET EAST OF A METAL WITNESS
 CV0796'POST.
 CV0796'
 CV0796'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CV0796'385 AND STATE HIGHWAYS 115 AND 176 IN ANDREWS, GO EAST ON
 CV0796'HIGHWAYS 115 AND 176 FOR 2.3 MILES TO THE Y JUNCTION OF THE
 CV0796'TWO HIGHWAYS, CONTINUE STRAIGHT AHEAD ON RIGHT FORK* FOR 6.6
 CV0796'MILES TO THE INTERSECTION WITH FARM ROAD 1788, TURN LEFT, NORTH,
 CV0796'AND GO 100 FEET TO A CATTLE GUARD ON THE RIGHT, TURN RIGHT
 CV0796'ACROSS CATTLE GUARD, THEN BEAR LEFT, NORTHEASTERLY AND FOLLOW
 CV0796'TRACK ROAD FOR 0.6 MILE TO A WOOD FRAME WINDMILL, BEAR LEFT,
 CV0796'NORTH, AND GO 0.25 MILE ON A GRADED RANCH ROAD TO A SMALL
 CV0796'WIRE CORRAL, GO AROUND WEST AND NORTH SIDE, THEN GO EAST ON
 CV0796'GRADED RANCH ROAD FOR 0.4 MILE TO A FORKS, FOLLOW RIGHT
 CV0796'FORK STRAIGHT AHEAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 CV0796'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO THE ANGLING
 CV0796'CROSSROAD AND THE STATION ON THE RIGHT.
 CV0796'
 CV0796'*STATE HIGHWAY 176.
 CV0796'
 CV0796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11
 CV0796'MILES EAST OF ANDREWS
 CV0796
 CV0796                          STATION RECOVERY (1970)
 CV0796
 CV0796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JLP)
 CV0796'NEW ROUTE DESCRIPTION--
 CV0796'
 CV0796'TO REACH THE STATION FROM THE JCT. OF STATE HIGHWAY 115 AND
 CV0796'FARM ROAD 1788 WHICH IS ABOUT 9 MILES NORTHEAST OF ANDREWS,
 CV0796'TEXAS.  GO NE ON HWY 115 2.75 MILE TO A DIRT ROAD CROSSING.
 CV0796'TURN RIGHT, CROSSING A CATTLEGUARD, DRIVE SE ON DIRT ROAD 1.85
 CV0796'MILE TO A T-RD JCT.  TURN LEFT STAYING ON MAIN ROAD 0.5 MILE
 CV0796'TO WHERE ROAD BENDS BACK TO THE SOUTHEAST.  CONTINUE SE ON
 CV0796'THIS ROAD 2.0 MILES TO A T-ROAD RIGHT ABOUT 100 YARDS BEFORE
 CV0796'THE ROAD BENDS TO THE LEFT.  TURN RIGHT AND GO 0.3 MILE TO AN
 CV0796'OIL WELL ON THE RIGHT.  BEAR AROUND THE LEFT SIDE OF THE OIL
 CV0796'WELL ABOUT 100 FT TO WHERE A FIELD ROAD BEARS LEFT, SOUTHWEST,
 CV0796'TURN LEFT ON THIS ROAD AND GO 0.7 MI TO A Y-RD, TURN LEFT HERE
 CV0796'AND GO SOUTH 1.1 MILE TO A X-ROADS AND THE STATION.  STATION
 CV0796'IS ABOUT 50 FT W. AND 15 FT S OF THE X-RDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2609 ***********************************************************************
 CS2609  DESIGNATION -  FATE
 CS2609  PID         -  CS2609
 CS2609  STATE/COUNTY-  TX/ROCKWALL
 CS2609  USGS QUAD   -  ROCKWALL (1973)
 CS2609
 CS2609                         *CURRENT SURVEY CONTROL
 CS2609  ___________________________________________________________________
 CS2609* NAD 83(1993)-  32 56 16.10572(N)    096 23 17.10718(W)     ADJUSTED  
 CS2609* NAVD 88     -       185.79   (+/-2cm)     609.5    (feet)  VERTCON   
 CS2609  ___________________________________________________________________
 CS2609  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CS2609  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS2609
 CS2609  HORZ ORDER  -  SECOND
 CS2609  VERT ORDER  -  THIRD ? (See Below)
 CS2609
 CS2609.The horizontal coordinates were established by classical geodetic methods
 CS2609.and adjusted by the National Geodetic Survey in February 1996..
 CS2609
 CS2609.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2609.The vertical order pertains to the NGVD 29 superseded value.
 CS2609
 CS2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2609
 CS2609.The geoid height was determined by GEOID03.
 CS2609
 CS2609;                    North         East     Units Scale Factor Converg.
 CS2609;SPC TXNC     - 2,142,941.248   797,465.497   MT  0.99987459   +1 09 06.6
 CS2609;SPC TXNC     - 7,030,633.08  2,616,351.38   sFT  0.99987459   +1 09 06.6
 CS2609;UTM  14      - 3,647,420.002   744,200.062   MT  1.00033535   +1 25 15.2
 CS2609
 CS2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2609!SPC TXNC     -   0.99997482  x   0.99987459  =   0.99984941
 CS2609!UTM  14      -   0.99997482  x   1.00033535  =   1.00031016
 CS2609
 CS2609|---------------------------------------------------------------------|
 CS2609| PID    Reference Object                     Distance      Geod. Az  |
 CS2609|                                                           dddmmss.s |
 CS2609| CY1814 FATE RM 2                            24.170 METERS 04340     |
 CS2609| CS0009 D 927                               250.312 METERS 04810     |
 CS2609| CS2600 ROYSE CITY MUNICIPAL TANK           APPROX. 6.8 KM 0522752.5 |
 CS2609| CY1815 FATE RM 3                            28.167 METERS 31810     |
 CS2609| CY1813 FATE RM 1                            28.241 METERS 31904     |
 CS2609|---------------------------------------------------------------------|
 CS2609
 CS2609                          SUPERSEDED SURVEY CONTROL
 CS2609
 CS2609  NAD 83(1993)-  32 56 16.11182(N)    096 23 17.09815(W) AD(       ) 2
 CS2609  NAD 83(1986)-  32 56 16.11276(N)    096 23 17.09270(W) AD(       ) 2
 CS2609  NAD 27      -  32 56 15.67200(N)    096 23 16.14900(W) AD(       ) 2
 CS2609  NGVD 29 (07/19/86)  185.80   (m)          609.6    (f) LEVELING    3  
 CS2609
 CS2609.Superseded values are not recommended for survey control.
 CS2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2609.See file dsdata.txt to determine how the superseded data were derived.
 CS2609
 CS2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4420047420(NAD 83)
 CS2609_MARKER: DS = TRIANGULATION STATION DISK
 CS2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2609_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2609
 CS2609  HISTORY     - Date     Condition        Report By
 CS2609  HISTORY     - 1950     MONUMENTED       CGS
 CS2609  HISTORY     - 1957     GOOD             CGS
 CS2609  HISTORY     - 1960     GOOD             CGS
 CS2609  HISTORY     - 1971     GOOD             NGS
 CS2609  HISTORY     - 1971     GOOD             LOCSUR
 CS2609  HISTORY     - 19920824 GOOD             USPSQD
 CS2609
 CS2609                          STATION DESCRIPTION
 CS2609
 CS2609'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CL)
 CS2609'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF ROCKWALL,
 CS2609'ABOUT 1/2 MILE SOUTHWEST OF THE VILLAGE OF FATE, BETWEEN
 CS2609'U.S. HIGHWAY 67 AND THE M.K.T. RAILROAD TRACK, AT A POINT
 CS2609'WHERE THE HIGHWAY MAKES A SHARP TURN TOWARD THE WEST AND
 CS2609'LEAVES THE RAILROAD TRACK. IT IS 66 FEET SOUTHEAST OF THE
 CS2609'CENTERLINE OF THE HIGHWAY, 54 FEET NORTHWEST OF THE NORTHWEST
 CS2609'RAIL OF THE TRACK, 56 FEET EAST OF A POWERLINE GUY POLE,
 CS2609'AND 16 FEET NORTHWEST OF A TELEPHONE POLE.  THE DISK IS
 CS2609'STAMPED FATE 1950 AND IS SET FLUSH.
 CS2609'
 CS2609'REFERENCE MARK NO. 1 IS 26 FEET NORTHWEST OF THE CENTERLINE
 CS2609'OF THE HIGHWAY, 21 FEET EAST OF TWIN POWER POLES, AND 12 FEET
 CS2609'EAST OF THE CENTERLINE OF A DRIVEWAY.  THE DISK IS STAMPED
 CS2609'FATE NO 1 1950 AND PROJECTS 3 INCHES.
 CS2609'
 CS2609'REFERENCE MARK NO. 2 IS 59 FEET NORTHWEST OF THE NORTH RAIL
 CS2609'OF THE TRACK, AND 44 FEET SOUTHEAST OF THE CENTERLINE OF
 CS2609'THE HIGHWAY.  THE DISK IS STAMPED FATE NO. 2 1950 AND PROJECTS
 CS2609'1 INCH.
 CS2609'
 CS2609'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK D 927 1946,
 CS2609'WHICH WAS USED AS THE AZIMUTH MARK FOR THIS STATION.  IT IS 0.3
 CS2609'MILE SOUTHEAST OF THE DEPOT IN FATE, 50 FEET SOUTHEAST OF
 CS2609'THE CENTERLINE OF THE HIGHWAY, 40.6 FEET NORTHWEST OF THE
 CS2609'NORTH RAIL OF THE TRACK, 38 YARDS NORTHEAST OF A RAILROAD
 CS2609'CROSSING, 7 FEET WEST OF A TELEPHONE POLE, AND 3 FEET EAST
 CS2609'OF A WITNESS POST.  IT IS A USC AND GS BENCH MARK DISK, SET
 CS2609'IN THE TOP OF A 6 INCH SQUARE, CONCRETE POST, WHICH PROJECTS
 CS2609'4 INCHES.  IT IS STAMPED D 927 1946.
 CS2609'
 CS2609'TO REACH THE STATION FROM THE DEPOT IN FATE, GO SOUTHWEST
 CS2609'ON U.S. HIGHWAY 67 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 CS2609'LEFT.  CONTINUE FOR 0.15 MILE TO THE STATION ON THE LEFT.
 CS2609'
 CS2609'A 74 FOOT SIGNAL AT ROCKWALL 1949 IS VISIBLE AT 20 FEET.
 CS2609'
 CS2609'A 74 FOOT SIGNAL AT LAVON IS VISIBLE AT 20 FEET.
 CS2609'
 CS2609'A 74 FOOT SIGNAL AT NEVADA IS VISIBLE FROM THE GROUND.
 CS2609'
 CS2609'A 74 FOOT SIGNAL AT ROYSE IS VISIBLE AT 20 FEET.
 CS2609'
 CS2609'A 74 FOOT SIGNAL AT MUNSON 1949 IS VISIBLE AT 20 FEET.
 CS2609'
 CS2609'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2609
 CS2609                          STATION RECOVERY (1957)
 CS2609
 CS2609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 CS2609'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 CS2609'MARK NO. 1 RECOVERED IN FAIR CONDITION.  DIRECTIONS FOR
 CS2609'PROCEEDING TO STATION SITE ARE CORRECT.
 CS2609
 CS2609                          STATION RECOVERY (1960)
 CS2609
 CS2609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2609'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 CS2609'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 CS2609'SITE ARE CORRECT.
 CS2609
 CS2609                          STATION RECOVERY (1971)
 CS2609
 CS2609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CS2609'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CS2609'(BM D 927 1946) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CS2609'REFERENCE MARK NO. 1 WAS FOUND TO HAVE BEEN DESTROYED.
 CS2609'REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE DISTANCE AND DIRECTION
 CS2609'TO REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE VERIFIED.
 CS2609'
 CS2609'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CS2609'
 CS2609'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF NEVADA,
 CS2609'4 MILES SOUTHWEST OF ROYSE CITY, 4 MILES EAST OF ROCKWALL
 CS2609'AND 1/2 MILE SOUTHWEST OF THE SMALL SETTLEMENT OF FATE AND
 CS2609'BETWEEN STATE HIGHWAY 66 AND THE RAILROAD ROAD TRACKS.
 CS2609'
 CS2609'TO REACH THE STATION FROM THE POST OFFICE IN FATE, GO WEST
 CS2609'ON FARM ROAD 551 CROSSING RAILROAD TRACKS FOR 0.1 MILE TO
 CS2609'THE JUNCTION OF STATE HIGHWAY 66.  TURN LEFT AND GO SOUTHWEST
 CS2609'ON STATE HWY. 66 FOR 0.2 MILE TO AZIMUTH MARK ON THE LEFT,
 CS2609'CONTINUE SOUTHWEST ON STATE HWY. 66 FOR 0.15 MILE TO STATION
 CS2609'ON THE LEFT.
 CS2609'
 CS2609'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS2609'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND THE DISK
 CS2609'IS STAMPED FATE 1950.  IT IS 65 FEET SOUTHEAST OF THE CENTER-LINE
 CS2609'OF STATE HWY. 66, 56 FEET EAST OF A GUY-WIRE HI-LINE POLE,
 CS2609'54 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 17 FEET
 CS2609'NORTHWEST OF A TELEPHONE POLE AND 2.6 FEET WEST OF A METAL
 CS2609'WITNESS POST.
 CS2609'
 CS2609'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP
 CS2609'OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 CS2609'OF THE GROUND AND THE DISK IS STAMPED FATE NO. 2 1950.
 CS2609'IT IS 73 FEET NORTHEAST OF TELEPHONE POLE, 59 FEET NORTHWEST
 CS2609'OF THE NORTH TRACK OF RAILROAD TRACKS AND 45 FEET SOUTHEAST
 CS2609'OF THE CENTER-LINE OF STATE HWY. 66.
 CS2609'
 CS2609'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF
 CS2609'A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND AND THE
 CS2609'DISK IS STAMPED FATE 1950 NO. 3 1971.  IT IS 24 FEET NORTH
 CS2609'OF THE CENTER-LINE OF STATE HWY. 66, 19 FEET EAST OF THE
 CS2609'SOUTH 1 OF 2 (DOUBLE-SET) HI-LINE POLES AND 6 FEET WEST OF
 CS2609'THE EYE OF GUY-ROD WIRE.
 CS2609'
 CS2609'AZIMUTH MARK (BM D 927 1946) A STANDARD BENCH MARK DISK,
 CS2609'SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS
 CS2609'ABOUT 8-INCHES AND THE DISK IS STAMPED D 927 1946.  IT IS
 CS2609'120 FEET EAST-NORTHEAST OF A RAILROAD CROSSING, 40 FEET NORTH
 CS2609'OF THE NORTH RAIL OF RAILROAD TRACKS, 51 FEET SOUTHEAST OF
 CS2609'THE CENTER OF STATE HWY. 66 AND 1 FOOT WEST OF WITNESS POST.
 CS2609'
 CS2609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 CS2609'SW FATE
 CS2609
 CS2609                          STATION RECOVERY (1971)
 CS2609
 CS2609'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 (AS)
 CS2609'$
 CS2609'FATE-STATION IN GOOD CONDITION REF. 1 AND 2 GOOD AZ. DESTROYED.
 CS2609
 CS2609                          STATION RECOVERY (1992)
 CS2609
 CS2609'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS2609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1357 ***********************************************************************
 DM1357  DESIGNATION -  FAUGHT
 DM1357  PID         -  DM1357
 DM1357  STATE/COUNTY-  TX/LAMAR
 DM1357  USGS QUAD   -  SLATE SHOALS (1951)
 DM1357
 DM1357                         *CURRENT SURVEY CONTROL
 DM1357  ___________________________________________________________________
 DM1357* NAD 83(1993)-  33 46 40.66117(N)    095 25 07.63666(W)     ADJUSTED  
 DM1357* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 DM1357  ___________________________________________________________________
 DM1357  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DM1357  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DM1357
 DM1357  HORZ ORDER  -  SECOND
 DM1357
 DM1357.The horizontal coordinates were established by classical geodetic methods
 DM1357.and adjusted by the National Geodetic Survey in February 1996..
 DM1357
 DM1357.The orthometric height was scaled from a topographic map.
 DM1357
 DM1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1357
 DM1357.The geoid height was determined by GEOID03.
 DM1357
 DM1357;                    North         East     Units Scale Factor Converg.
 DM1357;SPC TXNC     - 2,238,313.664   885,341.234   MT  0.99995282   +1 40 49.7
 DM1357;SPC TXNC     - 7,343,534.08  2,904,657.03   sFT  0.99995282   +1 40 49.7
 DM1357;UTM  15      - 3,740,166.621   276,025.075   MT  1.00021847   -1 20 43.3
 DM1357
 DM1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1357!SPC TXNC     -   0.99998155  x   0.99995282  =   0.99993437
 DM1357!UTM  15      -   0.99998155  x   1.00021847  =   1.00020002
 DM1357
 DM1357:                Primary Azimuth Mark                     Grid Az
 DM1357:SPC TXNC     -  FAUGHT AZ MK                             142 48 59.0
 DM1357:UTM  15      -  FAUGHT AZ MK                             145 50 32.0
 DM1357
 DM1357|---------------------------------------------------------------------|
 DM1357| PID    Reference Object                     Distance      Geod. Az  |
 DM1357|                                                           dddmmss.s |
 DM1357| CY1816 FAUGHT AZ MK                                       1442948.7 |
 DM1357| DM1344 BLOSSOM MUNICIPAL TANK              APPROX.13.5 KM 1654846.7 |
 DM1357| DM1351 BLOSSOM                             APPROX.16.7 KM 1715518.9 |
 DM1357| CY1818 FAUGHT RM 2                          27.295 METERS 18644     |
 DM1357| DM1428 PARIS RADIO STA KFTV MAST           APPROX.13.5 KM 2424225.7 |
 DM1357| DM1418 CAMP MAXEY STACK                    APPROX.11.2 KM 2693929.0 |
 DM1357| DM1416 CAMP MAXEY WATER TANK               APPROX.12.4 KM 2711106.1 |
 DM1357| CY1817 FAUGHT RM 1                          36.225 METERS 30834     |
 DM1357|---------------------------------------------------------------------|
 DM1357
 DM1357                          SUPERSEDED SURVEY CONTROL
 DM1357
 DM1357  NAD 83(1993)-  33 46 40.66143(N)    095 25 07.63619(W) AD(       ) 2
 DM1357  NAD 83(1986)-  33 46 40.66705(N)    095 25 07.62567(W) AD(       ) 2
 DM1357  NAD 27      -  33 46 40.28600(N)    095 25 06.79100(W) AD(       ) 2
 DM1357
 DM1357.Superseded values are not recommended for survey control.
 DM1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1357.See file dsdata.txt to determine how the superseded data were derived.
 DM1357
 DM1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT7602540167(NAD 83)
 DM1357_MARKER: DS = TRIANGULATION STATION DISK
 DM1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1357
 DM1357  HISTORY     - Date     Condition        Report By
 DM1357  HISTORY     - 1951     MONUMENTED       CGS
 DM1357  HISTORY     - 1957     GOOD             CGS
 DM1357  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 DM1357
 DM1357                          STATION DESCRIPTION
 DM1357
 DM1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1357'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTHEAST OF PARIS,
 DM1357'2-1/2 MILES NORTH AND 2-1/2 MILES EAST OF THE VILLAGE OF
 DM1357'FAUGHT.  IT IS 57 FEET EAST OF THE CENTERLINE OF A DIRT ROAD
 DM1357'AND 60 FEET NORTHEAST OF A POWERLINE POLE.  THE MARK IS SET
 DM1357'ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 DM1357'IS STAMPED FAUGHT 1951.
 DM1357'
 DM1357'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE CENTERLINE OF
 DM1357'A DIRT ROAD AND 2 FEET EAST OF A FENCELINE.  THE MARK PROJECTS
 DM1357'ABOUT 6 INCHES AND THE DISK IS STAMPED FAUGHT NO 1 1951.
 DM1357'
 DM1357'REFERENCE MARK NO. 2 IS 53 FEET SOUTHEAST OF A POWERLINE
 DM1357'POLE AND 48 FEET EAST OF THE CENTERLINE OF A ROAD.  THE
 DM1357'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED FAUGHT
 DM1357'NO. 2 1951.
 DM1357'
 DM1357'AZIMUTH MARK IS 38 FEET EAST OF THE CENTERLINE OF A DIRT
 DM1357'ROAD AND 1 FOOT WEST OF A FENCELINE.  THE MARK PROJECTS ABOUT
 DM1357'6 INCHES AND THE DISK IS STAMPED FAUGHT 1951.
 DM1357'
 DM1357'TO REACH THE STATION FROM THE POST OFFICE IN PARIS, GO EAST
 DM1357'ON U.S. HIGHWAY 82 FOR 1 MILE TO 20TH STREET.  TURN LEFT ON
 DM1357'FARM ROAD 195 (20TH STREET) AND GO NORTH AND NORTHEASTERLY
 DM1357'FOR 11.05 MILE TO A WHITE FARM HOME ON RIGHT AND A T-ROAD ON
 DM1357'LEFT SIDE OF ROAD.  TURN LEFT AND FOLLOW DIRT ROAD NORTHERLY
 DM1357'FOR 0.35 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE
 DM1357'NORTHERLY ON DIRT ROAD FOR 0.6 MILE TO A BOARD GATE ON LEFT
 DM1357'AND STATION ON RIGHT AS DESCRIBED
 DM1357'
 DM1357'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DM1357
 DM1357                          STATION RECOVERY (1957)
 DM1357
 DM1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1357'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1357'IN GOOD CONDITION AS DESCRIBED.  UNABLE TO LOCATE AZIMUTH
 DM1357'MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1357
 DM1357                          STATION RECOVERY (1995)
 DM1357
 DM1357'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0466 ***********************************************************************
 BQ0466  DESIGNATION -  FAY
 BQ0466  PID         -  BQ0466
 BQ0466  STATE/COUNTY-  TX/CULBERSON
 BQ0466  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0466
 BQ0466                         *CURRENT SURVEY CONTROL
 BQ0466  ___________________________________________________________________
 BQ0466* NAD 83(1993)-  30 55 43.92994(N)    104 51 16.85389(W)     ADJUSTED  
 BQ0466* NAVD 88     -      1459.     (meters)    4787.     (feet)  SCALED    
 BQ0466  ___________________________________________________________________
 BQ0466  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BQ0466  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BQ0466
 BQ0466  HORZ ORDER  -  FIRST
 BQ0466
 BQ0466.The horizontal coordinates were established by classical geodetic methods
 BQ0466.and adjusted by the National Geodetic Survey in February 1996..
 BQ0466
 BQ0466.The orthometric height was scaled from a topographic map.
 BQ0466
 BQ0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0466
 BQ0466.The geoid height was determined by GEOID03.
 BQ0466
 BQ0466;                    North         East     Units Scale Factor Converg.
 BQ0466;SPC TX C     - 3,148,700.947   268,041.492   MT  0.99988254   -2 19 43.5
 BQ0466;SPC TX C     -10,330,363.02    879,399.46   sFT  0.99988254   -2 19 43.5
 BQ0466;UTM  13      - 3,421,727.972   513,883.266   MT  0.99960238   +0 04 28.9
 BQ0466
 BQ0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0466!SPC TX C     -   0.99977460  x   0.99988254  =   0.99965717
 BQ0466!UTM  13      -   0.99977460  x   0.99960238  =   0.99937707
 BQ0466
 BQ0466:                Primary Azimuth Mark                     Grid Az
 BQ0466:SPC TX C     -  FAY AZ MK                                122 37 52.8
 BQ0466:UTM  13      -  FAY AZ MK                                120 13 40.4
 BQ0466
 BQ0466|---------------------------------------------------------------------|
 BQ0466| PID    Reference Object                     Distance      Geod. Az  |
 BQ0466|                                                           dddmmss.s |
 BQ0466| CH9337 FAY AZ MK                                          1201809.3 |
 BQ0466| CH9338 FAY RM 1                             10.618 METERS 22949     |
 BQ0466| CH9339 FAY RM 2                             16.460 METERS 32145     |
 BQ0466|---------------------------------------------------------------------|
 BQ0466
 BQ0466                          SUPERSEDED SURVEY CONTROL
 BQ0466
 BQ0466  NAD 83(1986)-  30 55 43.93299(N)    104 51 16.85270(W) AD(       ) 1
 BQ0466  NAD 27      -  30 55 43.44100(N)    104 51 15.07700(W) AD(       ) 1
 BQ0466
 BQ0466.Superseded values are not recommended for survey control.
 BQ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0466.See file dsdata.txt to determine how the superseded data were derived.
 BQ0466
 BQ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ1388321728(NAD 83)
 BQ0466_MARKER: DS = TRIANGULATION STATION DISK
 BQ0466_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0466_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 BQ0466
 BQ0466  HISTORY     - Date     Condition        Report By
 BQ0466  HISTORY     - 1934     MONUMENTED       CGS
 BQ0466  HISTORY     - 1980     GOOD             LOCENG
 BQ0466
 BQ0466                          STATION DESCRIPTION
 BQ0466
 BQ0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0466'ON THE NORTH END AND HIGHEST PART OF A RIDGE ABOUT 1-1/2 MILE
 BQ0466'SOUTHWEST OF THE FAY SECTION HOUSE ON THE SOUTHERN PACIFIC
 BQ0466'RAILROAD.  THERE ARE SEVERAL HILLS TO THE NORTH AND WEST WHICH
 BQ0466'ARE NEARLY THE SAME HEIGHT.  THE STATION IS ABOUT 1/4 MILE
 BQ0466'WEST OF A PROMINENT SADDLE IN THE DOUBLE HILL ON WHICH THE
 BQ0466'STATION IS LOCATED.  THIS HILL IS THE EASTERNMOST OF ALL
 BQ0466'PROMINENT HILLS IN THE VICINITY.
 BQ0466'
 BQ0466'TO REACH FROM THE VAN HORN POST OFFICE, GO SOUTH ON U.S.
 BQ0466'HIGHWAY 90 A DISTANCE OF 8.2 MILES TO POINT WHERE HIGHWAY
 BQ0466'BEARS TO THE LEFT, SOUTHEAST.  LEAVE HIGHWAY HERE AND TAKE DIRT
 BQ0466'ROAD SOUTHWEST TOWARD THE FAY SECTION HOUSE.  GO 1.0 MILE TO A
 BQ0466'CATTLEGUARD AT FAY SIGN POST, CROSS CATTLEGUARD AND RAILROAD
 BQ0466'AND PASS THROUGH A WHITE GATE, TURN WEST ON THE ROAD ALONG THE
 BQ0466'RAILROAD 0.2 MILE TO A POINT OPPOSITE THE FAY SECTION HOUSE.
 BQ0466'FROM THIS POINT THE DOUBLE HILL ON WHICH THE STATION IS
 BQ0466'LOCATED CAN BE SEEN TO THE SOUTHWEST AT A DISTANCE OF ABOUT
 BQ0466'ONE MILE.  DRIVE ACROSS COUNTRY DIRECTLY TOWARD THIS HILL TO
 BQ0466'THE FOOT OF THE HILLS AND END OF TRUCK TRAVEL.  PACK UP THE
 BQ0466'CANYON SOUTHWEST TO THE STATION, ABOUT A FORTY-MINUTE PACK.
 BQ0466'
 BQ0466'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BQ0466'SET IN CONCRETE IN OUTCROPPING BEDROCK.
 BQ0466'
 BQ0466'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION.
 BQ0466'
 BQ0466'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION ON THE NORTHERN
 BQ0466'SLOPE OF THE RIDGE.
 BQ0466'
 BQ0466'AZIMUTH MARK IS ABOUT 3/8 MILE EAST OF THE STATION ON A RIDGE
 BQ0466'ACROSS THE SADDLE FROM THE STATION AND IS JUST SOUTH OF THE
 BQ0466'HIGHEST POINT ON THE RIDGE.  THERE IS A SMALL ROCK CAIRN NEAR
 BQ0466'THE MARK.
 BQ0466'
 BQ0466'A 4-FOOT STAND WAS ERECTED.
 BQ0466'
 BQ0466'CAIRN ON PROMINENT PEAK TO THE SOUTH APPROXIMATELY 15 MILES
 BQ0466'SOUTH OF VAN HORN.
 BQ0466
 BQ0466                          STATION RECOVERY (1980)
 BQ0466
 BQ0466'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0466'STATION FD. IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1383 ***********************************************************************
 AH1383  DESIGNATION -  FAY 1933
 AH1383  PID         -  AH1383
 AH1383  STATE/COUNTY-  TX/SAN PATRICIO
 AH1383  USGS QUAD   -  TAFT (1975)
 AH1383
 AH1383                         *CURRENT SURVEY CONTROL
 AH1383  ___________________________________________________________________
 AH1383* NAD 83(1993)-  27 52 31.38079(N)    097 22 47.75552(W)     ADJUSTED  
 AH1383* NAVD 88     -        13.8    (meters)      45.     (feet)  VERTCON   
 AH1383  ___________________________________________________________________
 AH1383  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AH1383  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH1383
 AH1383  HORZ ORDER  -  THIRD
 AH1383
 AH1383.The horizontal coordinates were established by classical geodetic methods
 AH1383.and adjusted by the National Geodetic Survey in February 1996..
 AH1383
 AH1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1383
 AH1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1383
 AH1383.The geoid height was determined by GEOID03.
 AH1383
 AH1383;                    North         East     Units Scale Factor Converg.
 AH1383;SPC TX S     - 5,245,206.580   410,298.210   MT  1.00001092   +0 30 30.7
 AH1383;SPC TX S     -17,208,648.59  1,346,120.04   sFT  1.00001092   +0 30 30.7
 AH1383;UTM  14      - 3,084,452.483   659,484.082   MT  0.99991395   +0 45 27.4
 AH1383
 AH1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1383!SPC TX S     -   1.00000203  x   1.00001092  =   1.00001295
 AH1383!UTM  14      -   1.00000203  x   0.99991395  =   0.99991598
 AH1383
 AH1383                          SUPERSEDED SURVEY CONTROL
 AH1383
 AH1383  NAD 83(1986)-  27 52 31.38576(N)    097 22 47.73310(W) AD(       ) 3
 AH1383  NAD 27      -  27 52 30.30300(N)    097 22 46.76200(W) AD(       ) 3
 AH1383  NGVD 29 (06/28/90)   13.9    (m)           46.     (f) VERT ANG       
 AH1383
 AH1383.Superseded values are not recommended for survey control.
 AH1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1383.See file dsdata.txt to determine how the superseded data were derived.
 AH1383
 AH1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5948484452(NAD 83)
 AH1383_MARKER: DS = TRIANGULATION STATION DISK
 AH1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1383_SP_SET: SQUARE CONCRETE MONUMENT
 AH1383_STAMPING: FAY
 AH1383_MARK LOGO: CGS   
 AH1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1383+STABILITY: SURFACE MOTION
 AH1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1383+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1383
 AH1383  HISTORY     - Date     Condition        Report By
 AH1383  HISTORY     - 1933     MONUMENTED       CGS
 AH1383  HISTORY     - 1933     GOOD             CGS
 AH1383  HISTORY     - 1947     GOOD             PHILIP
 AH1383  HISTORY     - 1949     GOOD             CGS
 AH1383  HISTORY     - 1952     GOOD             TXHD
 AH1383  HISTORY     - 1964     GOOD             CGS
 AH1383  HISTORY     - 19890215 GOOD             NOS
 AH1383  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH1383
 AH1383                          STATION DESCRIPTION
 AH1383
 AH1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1383'STATION IS ABOUT 5 MILES N OF THE PLAZA HOTEL IN CORPUS
 AH1383'CHRISTI, ABOUT 3 MILES W OF PORTLAND, ON THE N SHORE OF NUECES
 AH1383'BAY.  IT IS IN THE FRONT YARD OF J.M. FAYS HOME, 30 METERS
 AH1383'SSW FROM THE FRONT PORCH OF HOUSE, 1 METER E OF FENCE LEADING
 AH1383'N AND S, AND 4 METERS N OF BEGINNING OF STEEP SLOPE OF 20-FOOT
 AH1383'BLUFF AT BAY SHORE.
 AH1383'
 AH1383'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH1383'
 AH1383'HEIGHT OF LIGHT ABOVE STATION MARK - 2.4 METERS.
 AH1383
 AH1383                          STATION RECOVERY (1933)
 AH1383
 AH1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AH1383'RECOVERED IN GOOD CONDITION.
 AH1383
 AH1383                          STATION RECOVERY (1947)
 AH1383
 AH1383'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947
 AH1383'FROM PORTLAND, TEXAS, LEAVE U.S. HIGHWAY 181 WHERE IT TURNS
 AH1383'S AT FIFTH AND HOUSTON STREETS IN PORTLAND, TEXAS, FOLLOW
 AH1383'PAVEMENT W 3.70 MILES, HOUSE ON LEFT (PALM TREES IN YARD),
 AH1383'AT 4.15 MILES TURN LEFT ON DIRT FARM CROSS ROAD.  HIGH LINE
 AH1383'ON E SIDE OF THIS ROAD, AT 4.80 MILES TAKE RIGHT-HAND FORK
 AH1383'IN FIELD ROAD SW TO OLD HOUSE SITE ABOUT 0.15 MILE.  STATION
 AH1383'IS ON EDGE OF 40-FOOT BLUFF AT SW CORNER OF HOUSE SITE
 AH1383'OVERLOOKING NUECES BAY.  FAYS HOUSE HAS BEEN DESTROYED.
 AH1383
 AH1383                          STATION RECOVERY (1949)
 AH1383
 AH1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1383'STATION RECOVERED IN GOOD CONDITION.  DIRECTIONS TO REACH
 AH1383'THE STATION BY PHILLIPS PETROLEUM COMPANY 1947 ARE COMPLETE
 AH1383'AND ADEQUATE.  THE MARK IS STAMPED FAY 1933.
 AH1383
 AH1383                          STATION RECOVERY (1952)
 AH1383
 AH1383'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1952 (WLB)
 AH1383'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD EXCEPT
 AH1383'MR. FAYS HOME HAS BEEN DESTROYED.  IT IS 3 MI. W OF PORTLAND.
 AH1383
 AH1383                          STATION RECOVERY (1964)
 AH1383
 AH1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1383'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AH1383'FOLLOWS--
 AH1383'
 AH1383'TO REACH THE STATION FROM THE FIRE STATION IN PORTLAND, GO
 AH1383'3.7 MILES NORTHWEST ALONG FARM ROAD 893.  HERE TURN LEFT (SOUTH)
 AH1383'ON DIRT ROAD FOR 0.65 MILE TO A FORK.  TAKE RIGHT FORK AND
 AH1383'GO 0.15 MILE TO A SHELL TURNOUT AND A TELEPHONE POLE.  THE
 AH1383'STATION IS 270 FT. SOUTHEAST OF THE POLE.  THE STATION IS
 AH1383'A STANDARD TRIANGULATION DISK STAMPED FAY 1933 SET IN TOP
 AH1383'OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 AH1383
 AH1383                          STATION RECOVERY (1989)
 AH1383
 AH1383'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1383'THE STATION IS ABOUT 5 MI N OF THE PLAZA HOTEL IN CORPUS CHRISTI,
 AH1383'ABOUT 3 MI W OF PORTLAND.  THE STATION IS LOCATED ON FARMLAND OWNED BY
 AH1383'THE FAY FAMILY.
 AH1383'TO REACH THE STATION FROM THE FIRE STATION IN PORTLAND, GO 3.7 MI NW
 AH1383'ALONG FARM ROAD 893.  HERE TURN LEFT (SOUTH) ON DIRT ROAD FOR 0.65 MI
 AH1383'TO A FORK.  TAKE RIGHT FORK AND GO 0.15 MI TO A SHELL TURNOUT AND A
 AH1383'TELEPHONE POLE.  THE STATION IS 82.3 M (270.0 FT) SE OF THE POLE.
 AH1383'THE STATION IS A BRONZE DISK SET IN THE TOP OF A 12 IN SQUARE CONCRETE
 AH1383'MONUMENT WHICH PROJECTS 2 IN.
 AH1383
 AH1383                          STATION RECOVERY (1996)
 AH1383
 AH1383'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2769 ***********************************************************************
 AX2769  DESIGNATION -  FAYETTEVILLE
 AX2769  PID         -  AX2769
 AX2769  STATE/COUNTY-  TX/FAYETTE
 AX2769  USGS QUAD   -  FAYETTEVILLE (1981)
 AX2769
 AX2769                         *CURRENT SURVEY CONTROL
 AX2769  ___________________________________________________________________
 AX2769* NAD 83(1993)-  29 54 42.32127(N)    096 41 37.61882(W)     ADJUSTED  
 AX2769* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 AX2769  ___________________________________________________________________
 AX2769  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AX2769  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX2769
 AX2769  HORZ ORDER  -  SECOND
 AX2769
 AX2769.The horizontal coordinates were established by classical geodetic methods
 AX2769.and adjusted by the National Geodetic Survey in February 1996..
 AX2769
 AX2769.The orthometric height was scaled from a topographic map.
 AX2769
 AX2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2769
 AX2769.The geoid height was determined by GEOID03.
 AX2769
 AX2769;                    North         East     Units Scale Factor Converg.
 AX2769;SPC TXSC     - 4,232,543.435   822,681.268   MT  0.99991377   +1 07 47.4
 AX2769;SPC TXSC     -13,886,269.59  2,699,080.13   sFT  0.99991377   +1 07 47.4
 AX2769;SPC TX C     - 3,032,920.291 1,051,435.680   MT  1.00006100   +1 52 28.5
 AX2769;SPC TX C     - 9,950,505.99  3,449,585.23   sFT  1.00006100   +1 52 28.5
 AX2769;UTM  14      - 3,311,242.580   722,656.263   MT  1.00021170   +1 09 01.8
 AX2769
 AX2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2769!SPC TXSC     -   0.99998257  x   0.99991377  =   0.99989634
 AX2769!SPC TX C     -   0.99998257  x   1.00006100  =   1.00004357
 AX2769!UTM  14      -   0.99998257  x   1.00021170  =   1.00019426
 AX2769
 AX2769:                Primary Azimuth Mark                     Grid Az
 AX2769:SPC TXSC     -  SHELBY HUMBLE OIL CO RAD MAST            035 57 36.9
 AX2769:SPC TX C     -  SHELBY HUMBLE OIL CO RAD MAST            035 12 55.8
 AX2769:UTM  14      -  SHELBY HUMBLE OIL CO RAD MAST            035 56 22.5
 AX2769
 AX2769|---------------------------------------------------------------------|
 AX2769| PID    Reference Object                     Distance      Geod. Az  |
 AX2769|                                                           dddmmss.s |
 AX2769| BM1023 SHELBY HUMBLE OIL CO RAD MAST       APPROX.15.6 KM 0370524.3 |
 AX2769| CV7153 FAYETTEVILLE RM 1                    29.855 METERS 06229     |
 AX2769| CV7155 FAYETTEVILLE RM 3                                  1300243.0 |
 AX2769| CV7152 FAYETTEVILLE AZ MK                                 1301416.9 |
 AX2769| AX2780 WEIMAR ST MICHAELS CATH CH          APPROX.24.2 KM 2001100.4 |
 AX2769| AX2779 WEIMAR MUNICIPAL TANK               APPROX.24.7 KM 2003404.5 |
 AX2769| AX2792 AMMANSVILLE CATH CH SPIRE           APPROX.21.1 KM 2290752.1 |
 AX2769| CV7154 FAYETTEVILLE RM 2                    22.490 METERS 30914     |
 AX2769|---------------------------------------------------------------------|
 AX2769
 AX2769                          SUPERSEDED SURVEY CONTROL
 AX2769
 AX2769  NAD 83(1986)-  29 54 42.33775(N)    096 41 37.60487(W) AD(       ) 2
 AX2769  NAD 27      -  29 54 41.52400(N)    096 41 36.69100(W) AD(       ) 2
 AX2769
 AX2769.Superseded values are not recommended for survey control.
 AX2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2769.See file dsdata.txt to determine how the superseded data were derived.
 AX2769
 AX2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU2265611243(NAD 83)
 AX2769_MARKER: DS = TRIANGULATION STATION DISK
 AX2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2769
 AX2769  HISTORY     - Date     Condition        Report By
 AX2769  HISTORY     - 1954     MONUMENTED       CGS
 AX2769  HISTORY     - 1974     GOOD             NGS
 AX2769  HISTORY     - 1987     GOOD             USPSQD
 AX2769  HISTORY     - 19970607 GOOD             USPSQD
 AX2769
 AX2769                          STATION DESCRIPTION
 AX2769
 AX2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2769'STATION IS LOCATED ABOUT 1.25 MILES WEST-NORTHWEST OF FAYETTEVILLE
 AX2769'ON THE RIGHT OF WAY OF STATE HIGHWAY 159.
 AX2769'
 AX2769'TO REACH THE STATION FROM THE POST OFFICE IN FAYETTEVILLE,
 AX2769'GO SOUTH 0.1 MILE TO STATE HIGHWAY 159, TURN RIGHT, GO 0.9
 AX2769'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE 0.35 MILE
 AX2769'TO THE STATION ON THE LEFT.
 AX2769'
 AX2769'THE STATION MARK, A STANDARD DISK STAMPED FAYETTEVILLE 1954,
 AX2769'IS SET IN A CONCRETE MONUMENT FLUSH WITH GROUND LEVEL.
 AX2769'IT IS 44 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 AX2769'159, 27 FEET WEST OF A LONE OAK TREE AND 3 FEET WEST OF
 AX2769'A WITNESS POST.
 AX2769'
 AX2769'REFERENCE MARK 1, A STANDARD DISK STAMPED, FAYETTEVILLE NO
 AX2769'1 1954, IS SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 AX2769'IT IS 51 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 AX2769'159 AND 1 FOOT SOUTHWEST OF A LARGE FENCE POST.
 AX2769'
 AX2769'REFERENCE MARK 2, A STANDARD DISK STAMPED FAYETTEVILLE NO
 AX2769'2 1954, IS SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 AX2769'IT IS 48 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 AX2769'159 AND 2 FEET SOUTHEAST OF A TELEPHONE POLE.
 AX2769'
 AX2769'THE AZIMUTH MARK, A STANDARD DISK STAMPED FAYETTEVILLE 1954,
 AX2769'IS SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 AX2769'IS 51 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 AX2769'159, 40 FEET WEST OF A HOUSE, 2 FEET NORTHWEST OF A WITNESS
 AX2769'POST AND 2 FEET WEST OF A FENCE CORNER.
 AX2769'
 AX2769'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AX2769
 AX2769                          STATION RECOVERY (1974)
 AX2769
 AX2769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AX2769'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 AX2769'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 AX2769'DESTROYED, IT WAS TILTED TOWARD THE WEST.  A NEW AZIMUTH
 AX2769'MARK (REFERENCE MARK NO. 3) WAS SET.  THE ORIGINAL AZIMUTH
 AX2769'MARK WAS OBSERVED FOR A ROUGH CHECK AND THEN REMOVED.
 AX2769'
 AX2769'A NEW DESCRIPTION FOLLOWS--
 AX2769'
 AX2769'THE STATION IS LOCATED ABOUT 11 MILES EAST OF LA GRANGE,
 AX2769'AND 1-1/4 MILES WEST OF FAYETTEVILLE, ON THE RIGHT-OF-WAY
 AX2769'OF STATE HIGHWAY 159.
 AX2769'
 AX2769'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AX2769'159 AND FARM ROAD 955 IN FAYETTEVILLE, GO WEST ON HIGHWAY 159
 AX2769'FOR 0.75 MILE TO THE DRIVEWAY INTO THE FARMSTEAD OF MR. LOUIS
 AX2769'KOVAR AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 AX2769'WEST ON HIGHWAY 159 FOR 0.35 MILE TO A LONE OAK TREE ON THE
 AX2769'LEFT AND THE STATION AS DESCRIBED.
 AX2769'
 AX2769'THE STATION MARK IS A STANDARD DISK STAMPED FAYETTEVILLE
 AX2769'1954, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 AX2769'WITH THE GROUND.  IT IS 390 FEET WEST OF THE CENTER OF THE
 AX2769'DRIVEWAY LEADING NORTH INTO THE FARMSTEAD OF MR. F. VALIS,
 AX2769'44 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 159, 28 FEET WEST OF
 AX2769'THE LONE OAK TREE, AND 7.5 FEET NORTHEAST OF THE SOUTH
 AX2769'RIGHT-OF-WAY FENCE AND METAL WITNESS POST.
 AX2769'
 AX2769'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FAYETTEVILLE
 AX2769'NO 1 1954 SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 AX2769'PROJECTS 6-INCHES.  IT IS 84 FEET NORTHWEST OF A FENCE CORNER,
 AX2769'75 FEET NORTHEAST OF THE OAK TREE 49 FEET NORTHEAST OF THE
 AX2769'CENTER OF THE HIGHWAY, AND 1.2 FEET NORTHWEST OF A METAL
 AX2769'WITNESS POST, AT THE SOUTH EDGE OF A CULTIVATED FIELD.
 AX2769'
 AX2769'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FAYETTEVILLE
 AX2769'NO 2 1954 SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 AX2769'PROJECTS 6-INCHES.  IT IS 98 FEET WEST OF THE LONE OAK TREE,
 AX2769'49 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 9 FEET NORTHWEST
 AX2769'OF THE WEST 1 OF 2 WOODEN BRACE POSTS, AND 2.0 FEET NORTHEAST
 AX2769'OF THE FENCE.
 AX2769'
 AX2769'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 AX2769'FAYETTEVILLE 1954 NO 3 1974, SET IN THE TOP OF A SQUARE
 AX2769'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 55 FEET
 AX2769'NORTH OF THE CENTER OF HIGHWAY 159, 67 FEET SOUTHEAST OF THE
 AX2769'SOUTHEAST CORNER OF THE PORCH OF THE HOUSE OWNED BY MR. LOUIS
 AX2769'KOVAR, 45 FEET EAST OF THE CENTER OF THE DRIVEWAY, AND 2 FEET
 AX2769'SOUTHEAST OF A CORNER FENCE POST.
 AX2769'
 AX2769'THE DISTANCE R.M. NO. 1 TO R.M. NO. 2 IS 144.04 FEET OR
 AX2769'43.903 METERS.  THE DISTANCE TO REFERENCE MARK NO. 1 SHOWED
 AX2769'A DIFFERENCE OF 0.015 METERS, THE MARK LOOKS GOOD BUT MAY
 AX2769'HAVE BEEN BUMPED AS IT IS AT THE EDGE OF A CULTIVATED FIELD
 AX2769'WITH NO FENCE TO PROTECT IT, THE ANGLE BETWEEN THE REFERENCE
 AX2769'MARKS CHECKED GOOD.
 AX2769'
 AX2769'THE LA GRANGE CABLE-TV MAST IS A SINGLE MAST, 400 FEET IN
 AX2769'HEIGHT, AND PAINTED RED AND WHITE IN ALTERNATE SECTIONS.
 AX2769'
 AX2769'THE LA GRANGE MICROWAVE MAST IS A SINGLE MAST SUPPORTING
 AX2769'4 RELAY PANELS.  IT IS OWNED BY THE NEBRASKA CONSOLIDATED
 AX2769'COMMUNICATIONS CORPORATION.  THE HEIGHT OF THE MAST IS
 AX2769'APPROXIMATELY 250 FEET.
 AX2769'
 AX2769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 AX2769'WEST OF FAYETTEVILLE
 AX2769
 AX2769                          STATION RECOVERY (1987)
 AX2769
 AX2769'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AX2769'RECOVERED IN GOOD CONDITION.
 AX2769
 AX2769                          STATION RECOVERY (1997)
 AX2769
 AX2769'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2768 ***********************************************************************
 AX2768  DESIGNATION -  FAYETTEVILLE MUNICIPAL TANK
 AX2768  PID         -  AX2768
 AX2768  STATE/COUNTY-  TX/FAYETTE
 AX2768  USGS QUAD   -  FAYETTEVILLE (1981)
 AX2768
 AX2768                         *CURRENT SURVEY CONTROL
 AX2768  ___________________________________________________________________
 AX2768* NAD 83(1993)-  29 54 18.88358(N)    096 40 23.81136(W)     ADJUSTED  
 AX2768* NAVD 88     -                                                        
 AX2768  ___________________________________________________________________
 AX2768  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AX2768  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX2768
 AX2768  HORZ ORDER  -  THIRD
 AX2768
 AX2768.The horizontal coordinates were established by classical geodetic methods
 AX2768.and adjusted by the National Geodetic Survey in February 1996..
 AX2768
 AX2768
 AX2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2768
 AX2768.The geoid height was determined by GEOID03.
 AX2768
 AX2768;                    North         East     Units Scale Factor Converg.
 AX2768;SPC TXSC     - 4,231,861.159   824,674.981   MT  0.99991264   +1 08 23.6
 AX2768;SPC TXSC     -13,884,031.15  2,705,621.17   sFT  0.99991264   +1 08 23.6
 AX2768;SPC TX C     - 3,032,263.898 1,053,438.394   MT  1.00006315   +1 53 06.5
 AX2768;SPC TX C     - 9,948,352.47  3,456,155.80   sFT  1.00006315   +1 53 06.5
 AX2768;UTM  14      - 3,310,560.816   724,650.828   MT  1.00022271   +1 09 37.8
 AX2768
 AX2768                          SUPERSEDED SURVEY CONTROL
 AX2768
 AX2768  NAD 83(1986)-  29 54 18.89993(N)    096 40 23.79744(W) AD(       ) 4
 AX2768  NAD 27      -  29 54 18.09300(N)    096 40 22.87200(W) AD(       ) 3
 AX2768
 AX2768.Superseded values are not recommended for survey control.
 AX2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2768.See file dsdata.txt to determine how the superseded data were derived.
 AX2768
 AX2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU2465110561(NAD 83)
 AX2768_MARKER: 53 = ELEVATED TANK
 AX2768
 AX2768  HISTORY     - Date     Condition        Report By
 AX2768  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2768  HISTORY     - 1954     GOOD             CGS
 AX2768
 AX2768                          STATION DESCRIPTION
 AX2768
 AX2768'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2768'THIS INTERSECTION STATION IS THE WATER TANK OF THE VILLAGE
 AX2768'OF FAYETTEVILLE, LOCATED 3 BLOCKS E OF THE TOWN SQUARE AND
 AX2768'300 FEET SE OF THE INTERSECTION OF MAIN AND SCOTT STREETS.
 AX2768'IT IS A 4-LEGGED STEEL STRUCTURE 130 FEET HIGH, PAINTED
 AX2768'ALUMINUM, WITH THE LETTERING WELCOME TO FAYETTEVILLE PAINTED
 AX2768'IN BLACK ON THE N AND S SIDES.  POINT OBSERVED ON FINIAL
 AX2768'ON APEX OF ROOF.
 AX2768
 AX2768                          STATION RECOVERY (1954)
 AX2768
 AX2768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2768'STATION RECOVERED AS PREVIOUSLY DESCRIBED.  THE STATION
 AX2768'IS SHOWN AS FAYETTEVILLE, MUN. TANK ON ALL 1954 COMPUTATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1450 ***********************************************************************
 AE1450  DESIGNATION -  FAYSVILLE TENN GAS PLINE MAST
 AE1450  PID         -  AE1450
 AE1450  STATE/COUNTY-  TX/HIDALGO
 AE1450  USGS QUAD   -  HARGILL (1963)
 AE1450
 AE1450                         *CURRENT SURVEY CONTROL
 AE1450  ___________________________________________________________________
 AE1450* NAD 83(1993)-  26 24 21.06342(N)    098 04 57.48966(W)     ADJUSTED  
 AE1450* NAVD 88     -                                                        
 AE1450  ___________________________________________________________________
 AE1450  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AE1450  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE1450
 AE1450  HORZ ORDER  -  THIRD
 AE1450
 AE1450.The horizontal coordinates were established by classical geodetic methods
 AE1450.and adjusted by the National Geodetic Survey in February 1996..
 AE1450
 AE1450
 AE1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1450
 AE1450.The geoid height was determined by GEOID03.
 AE1450
 AE1450;                    North         East     Units Scale Factor Converg.
 AE1450;SPC TX S     - 5,081,965.473   341,638.677   MT  0.99994836   +0 11 22.1
 AE1450;SPC TX S     -16,673,081.72  1,120,859.56   sFT  0.99994836   +0 11 22.1
 AE1450;UTM  14      - 2,920,956.286   591,492.269   MT  0.99970335   +0 24 28.8
 AE1450
 AE1450                          SUPERSEDED SURVEY CONTROL
 AE1450
 AE1450  NAD 83(1986)-  26 24 21.07024(N)    098 04 57.45467(W) AD(       ) 4
 AE1450  NAD 27      -  26 24 19.82770(N)    098 04 56.42482(W) AD(       ) 3
 AE1450
 AE1450.Superseded values are not recommended for survey control.
 AE1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1450.See file dsdata.txt to determine how the superseded data were derived.
 AE1450
 AE1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ9149220956(NAD 83)
 AE1450_MARKER: 42 = RADIO/TV MAST
 AE1450
 AE1450  HISTORY     - Date     Condition        Report By
 AE1450  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1450
 AE1450                          STATION DESCRIPTION
 AE1450
 AE1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1450'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS APPROXIMATELY
 AE1450'4 MILES SOUTHWEST OF HARGILL, 4 MILES EAST OF FAYSVILLE AND 2
 AE1450'MILES SOUTH OF FARM ROAD 490 AND AT THE SITE OF THE TENN.
 AE1450'GAS PIPELINE CO. DISTRICT OFFICE 409.
 AE1450'
 AE1450'THE MAST IS A STEEL STRUCTURE PAINTED RED AND WHITE AND IS
 AE1450'260 FEET HIGH.
 AE1450'
 AE1450'NOTE--THERE IS A SMALLER RADIO MAST APPROXIMATELY 0.1 MILE
 AE1450'SOUTHEAST OF THIS MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1452 ***********************************************************************
 AE1452  DESIGNATION -  FAYSVILLE W NATURAL GAS MAST
 AE1452  PID         -  AE1452
 AE1452  STATE/COUNTY-  TX/HIDALGO
 AE1452  USGS QUAD   -  HARGILL (1963)
 AE1452
 AE1452                         *CURRENT SURVEY CONTROL
 AE1452  ___________________________________________________________________
 AE1452* NAD 83(1993)-  26 24 11.27563(N)    098 04 53.62564(W)     ADJUSTED  
 AE1452* NAVD 88     -                                                        
 AE1452  ___________________________________________________________________
 AE1452  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AE1452  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE1452
 AE1452  HORZ ORDER  -  THIRD
 AE1452
 AE1452.The horizontal coordinates were established by classical geodetic methods
 AE1452.and adjusted by the National Geodetic Survey in February 1996..
 AE1452
 AE1452
 AE1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1452
 AE1452.The geoid height was determined by GEOID03.
 AE1452
 AE1452;                    North         East     Units Scale Factor Converg.
 AE1452;SPC TX S     - 5,081,664.614   341,746.758   MT  0.99994885   +0 11 23.9
 AE1452;SPC TX S     -16,672,094.65  1,121,214.16   sFT  0.99994885   +0 11 23.9
 AE1452;UTM  14      - 2,920,655.915   591,601.469   MT  0.99970359   +0 24 30.4
 AE1452
 AE1452                          SUPERSEDED SURVEY CONTROL
 AE1452
 AE1452  NAD 83(1986)-  26 24 11.28238(N)    098 04 53.59059(W) AD(       ) 4
 AE1452  NAD 27      -  26 24 10.03940(N)    098 04 52.56073(W) AD(       ) 3
 AE1452
 AE1452.Superseded values are not recommended for survey control.
 AE1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1452.See file dsdata.txt to determine how the superseded data were derived.
 AE1452
 AE1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ9160120656(NAD 83)
 AE1452_MARKER: 42 = RADIO/TV MAST
 AE1452
 AE1452  HISTORY     - Date     Condition        Report By
 AE1452  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1452
 AE1452                          STATION DESCRIPTION
 AE1452
 AE1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1452'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS APPROXIMATELY
 AE1452'4 MILES EAST OF FAYSVILLE, 4 MILES SOUTHWEST OF HARGILL, 2
 AE1452'MILES SOUTH OF FARM ROAD 490 AND AT THE SITE OF SAN SALVADOR GAS
 AE1452'PLANT.
 AE1452'
 AE1452'THE MAST IS A SLENDER STEEL STRUCTURE, PAINTED RED AND WHITE,
 AE1452'120 FEET HIGH.
 AE1452'
 AE1452'NOTE--THERE IS A LARGER MAST APPROXIMATELY 0.1 MILE NORTHEAST
 AE1452'OF THIS MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0621 ***********************************************************************
 AB0621  DESIGNATION -  FB 3
 AB0621  PID         -  AB0621
 AB0621  STATE/COUNTY-  TX/CAMERON
 AB0621  USGS QUAD   -  RIO HONDO (1980)
 AB0621
 AB0621                         *CURRENT SURVEY CONTROL
 AB0621  ___________________________________________________________________
 AB0621* NAD 83(1986)-  26 13 50.     (N)    097 33 25.     (W)     SCALED    
 AB0621* NAVD 88     -         9.225  (meters)      30.27   (feet)  ADJUSTED  
 AB0621  ___________________________________________________________________
 AB0621  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AB0621  DYNAMIC HT  -           9.210 (meters)      30.22  (feet)  COMP
 AB0621  MODELED GRAV-     979,047.5   (mgal)                       NAVD 88
 AB0621
 AB0621  VERT ORDER  -  SECOND    CLASS 0
 AB0621
 AB0621.The horizontal coordinates were scaled from a topographic map and have
 AB0621.an estimated accuracy of +/- 6 seconds.
 AB0621
 AB0621.The orthometric height was determined by differential leveling
 AB0621.and adjusted by the National Geodetic Survey in June 1991..
 AB0621
 AB0621.The geoid height was determined by GEOID03.
 AB0621
 AB0621.The dynamic height is computed by dividing the NAVD 88
 AB0621.geopotential number by the normal gravity value computed on the
 AB0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0621.degrees latitude (g = 980.6199 gals.).
 AB0621
 AB0621.The modeled gravity was interpolated from observed gravity values.
 AB0621
 AB0621;                    North         East    Units  Estimated Accuracy
 AB0621;SPC TX S     - 5,062,830.      394,230.      MT  (+/- 180 meters Scaled)
 AB0621
 AB0621                          SUPERSEDED SURVEY CONTROL
 AB0621
 AB0621  NGVD 29 (??/??/92)    9.325  (m)           30.59   (f) ADJ UNCH    2 0
 AB0621
 AB0621.Superseded values are not recommended for survey control.
 AB0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0621.See file dsdata.txt to determine how the superseded data were derived.
 AB0621
 AB0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ441020(NAD 83)
 AB0621_MARKER: DD = SURVEY DISK
 AB0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0621_SP_SET: SYPHON
 AB0621_STAMPING: F B 3 30.30
 AB0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0621
 AB0621  HISTORY     - Date     Condition        Report By
 AB0621  HISTORY     - UNK      MONUMENTED
 AB0621  HISTORY     - 1942     GOOD             NGS
 AB0621  HISTORY     - 1988     GOOD             USPSQD
 AB0621  HISTORY     - 20040222 POOR             USPSQD
 AB0621
 AB0621                          STATION DESCRIPTION
 AB0621
 AB0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0621'1.6 MI E FROM RIO HONDO.
 AB0621'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0621'HONDO, CAMERON COUNTY, 0.7 MILE EAST ALONG A PAVED ROAD.  AT A LARGE
 AB0621'IRRIGATION DITCH, 15 FEET NORTH OF AND 3 FEET HIGHER THAN THE
 AB0621'CENTERLINE OF THE ROAD, AT A CONCRETE SYPHON, AND IN THE CENTER OF THE
 AB0621'TOP OF THE NORTH HEADWALL.  A CAMERON COUNTY, STANDARD DISK, STAMPED F
 AB0621'B 3 30.30.
 AB0621
 AB0621                          STATION RECOVERY (1988)
 AB0621
 AB0621'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWW)
 AB0621'RECOVERED IN GOOD CONDITION.
 AB0621
 AB0621                          STATION RECOVERY (2004)
 AB0621
 AB0621'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGR)
 AB0621'THE DISK IS GONE.  DISCOLORATION ON CONCRETE INDICATING DISK PLACEMENT
 AB0621'AND THE PIN THAT THE DISK WAS ATTACHED TO IS STILL THERE.  THE HIGH
 AB0621'SCHOOL IS NOW THE RIO HONDO INTERMEDIATE SCHOOL.  ROAD HAS BEEN
 AB0621'WIDENED AND RESURFACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0580 ***********************************************************************
 AB0580  DESIGNATION -  FD 8
 AB0580  PID         -  AB0580
 AB0580  STATE/COUNTY-  TX/CAMERON
 AB0580  USGS QUAD   -  HARLINGEN (1983)
 AB0580
 AB0580                         *CURRENT SURVEY CONTROL
 AB0580  ___________________________________________________________________
 AB0580* NAD 83(1986)-  26 14 54.     (N)    097 42 19.     (W)     SCALED    
 AB0580* NAVD 88     -        10.530  (meters)      34.55   (feet)  ADJUSTED  
 AB0580  ___________________________________________________________________
 AB0580  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AB0580  DYNAMIC HT  -          10.513 (meters)      34.49  (feet)  COMP
 AB0580  MODELED GRAV-     979,038.3   (mgal)                       NAVD 88
 AB0580
 AB0580  VERT ORDER  -  SECOND    CLASS 0
 AB0580
 AB0580.The horizontal coordinates were scaled from a topographic map and have
 AB0580.an estimated accuracy of +/- 6 seconds.
 AB0580
 AB0580.The orthometric height was determined by differential leveling
 AB0580.and adjusted by the National Geodetic Survey in June 1991..
 AB0580
 AB0580.The geoid height was determined by GEOID03.
 AB0580
 AB0580.The dynamic height is computed by dividing the NAVD 88
 AB0580.geopotential number by the normal gravity value computed on the
 AB0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0580.degrees latitude (g = 980.6199 gals.).
 AB0580
 AB0580.The modeled gravity was interpolated from observed gravity values.
 AB0580
 AB0580;                    North         East    Units  Estimated Accuracy
 AB0580;SPC TX S     - 5,064,700.      379,400.      MT  (+/- 180 meters Scaled)
 AB0580
 AB0580                          SUPERSEDED SURVEY CONTROL
 AB0580
 AB0580  NGVD 29 (??/??/92)   10.626  (m)           34.86   (f) ADJ UNCH    2 0
 AB0580
 AB0580.Superseded values are not recommended for survey control.
 AB0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0580.See file dsdata.txt to determine how the superseded data were derived.
 AB0580
 AB0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ293038(NAD 83)
 AB0580_MARKER: DD = SURVEY DISK
 AB0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0580_SP_SET: CULVERT
 AB0580_STAMPING: F.D. 8 34.61
 AB0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0580
 AB0580  HISTORY     - Date     Condition        Report By
 AB0580  HISTORY     - UNK      MONUMENTED
 AB0580  HISTORY     - 1942     GOOD             NGS
 AB0580
 AB0580                          STATION DESCRIPTION
 AB0580
 AB0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0580'1.8 MI E FROM COMBES.
 AB0580'TO REACH FROM THE POST OFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0580'ROAD AND GO 1.8 MILES TO T ROAD INTERSECTION.  BENCH MARK IS SET
 AB0580'HORIZONTALLY IN CENTER OF THE TOP OF THE WEST HEADWALL OF A CONCRETE
 AB0580'CULVERT UNDER THE NORTH-SOUTH ROAD.  IT IS 58 FEET SOUTH OF THE
 AB0580'CENTERLINE OF THE EAST-WEST ROAD.  16 FEET WEST OF AND ABOUT THE SAME
 AB0580'ELEVATION AS THE CENTERLINE OF THE NORTH-SOUTH ROAD.  A CAMERON COUNTY
 AB0580'DISK, STAMPED F.D. 8 34.61 AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0998 ***********************************************************************
 CU0998  DESIGNATION -  FEASTER
 CU0998  PID         -  CU0998
 CU0998  STATE/COUNTY-  TX/MITCHELL
 CU0998  USGS QUAD   -  CEDAR BEND (1979)
 CU0998
 CU0998                         *CURRENT SURVEY CONTROL
 CU0998  ___________________________________________________________________
 CU0998* NAD 83(1993)-  32 29 27.69582(N)    100 52 44.38141(W)     ADJUSTED  
 CU0998* NAVD 88     -       695.     (meters)    2280.     (feet)  SCALED    
 CU0998  ___________________________________________________________________
 CU0998  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CU0998  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CU0998
 CU0998  HORZ ORDER  -  SECOND
 CU0998
 CU0998.The horizontal coordinates were established by classical geodetic methods
 CU0998.and adjusted by the National Geodetic Survey in February 1996..
 CU0998
 CU0998.The orthometric height was scaled from a topographic map.
 CU0998
 CU0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0998
 CU0998.The geoid height was determined by GEOID03.
 CU0998
 CU0998;                    North         East     Units Scale Factor Converg.
 CU0998;SPC TXNC     - 2,093,945.355   376,444.536   MT  0.99992016   -1 17 51.0
 CU0998;SPC TXNC     - 6,869,885.72  1,235,051.78   sFT  0.99992016   -1 17 51.0
 CU0998;UTM  14      - 3,596,419.748   323,457.773   MT  0.99998434   -1 00 34.5
 CU0998
 CU0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0998!SPC TXNC     -   0.99989504  x   0.99992016  =   0.99981521
 CU0998!UTM  14      -   0.99989504  x   0.99998434  =   0.99987938
 CU0998
 CU0998:                Primary Azimuth Mark                     Grid Az
 CU0998:SPC TXNC     -  FEASTER AZ MK                            092 06 31.8
 CU0998:UTM  14      -  FEASTER AZ MK                            091 49 15.3
 CU0998
 CU0998|---------------------------------------------------------------------|
 CU0998| PID    Reference Object                     Distance      Geod. Az  |
 CU0998|                                                           dddmmss.s |
 CU0998| CX7185 FEASTER AZ MK                                      0904840.8 |
 CU0998| CU0996 COLORADO CITY FRONTIER TV MAST      APPROX. 8.7 KM 1734858.5 |
 CU0998| CX7187 FEASTER RM 2                          8.834 METERS 18115     |
 CU0998| CX7186 FEASTER RM 1                          8.714 METERS 35841     |
 CU0998|---------------------------------------------------------------------|
 CU0998
 CU0998                          SUPERSEDED SURVEY CONTROL
 CU0998
 CU0998  NAD 83(1986)-  32 29 27.70095(N)    100 52 44.37257(W) AD(       ) 2
 CU0998  NAD 27      -  32 29 27.28633(N)    100 52 42.95755(W) AD(       ) 2
 CU0998
 CU0998.Superseded values are not recommended for survey control.
 CU0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0998.See file dsdata.txt to determine how the superseded data were derived.
 CU0998
 CU0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA2345896420(NAD 83)
 CU0998_MARKER: DS = TRIANGULATION STATION DISK
 CU0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0998_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0998
 CU0998  HISTORY     - Date     Condition        Report By
 CU0998  HISTORY     - 1968     MONUMENTED       CGS
 CU0998
 CU0998                          STATION DESCRIPTION
 CU0998
 CU0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0998'STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF COLORADO CITY, 5
 CU0998'MILES SOUTH OF THE VILLAGE OF DUNN, 4 MILES SOUTHWEST OF THE
 CU0998'VILLAGE OF CHINA GROVE AND IS ON THE HIGHEST PART OF A RIDGE OF
 CU0998'DIRT THAT EXTENDS NORTH AND SOUTH AND HAS A ROW OF TELEPHONE POLES
 CU0998'WHICH RUNS NORTH AND SOUTH AND THE RIDGE PROJECTS ABOUT 5 FEET
 CU0998'ABOVE THE SURROUNDING TERRAIN.
 CU0998'
 CU0998'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF DUNN, GO SOUTH ON
 CU0998'STATE HIGHWAY 208 FOR 5.0 MILES TO THE JUNCTION OF FARM ROAD
 CU0998'1808, TURN RIGHT AND GO WEST ON FARM ROAD 1808 FOR 0.55 MILE TO THE
 CU0998'AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON THE ROAD FOR 0.35 MILE
 CU0998'TO A FIELD ROAD RIGHT, TURN RIGHT AND GO NORTH ON THE FIELD ROAD
 CU0998'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 CU0998'
 CU0998'STATION MARK IS A STANDARD DISK, STAMPED FEASTER 1968, SET IN THE
 CU0998'TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 CU0998'INCHES ABOVE THE SURFACE.  IT IS 106 FEET SOUTH OF A TELEPHONE
 CU0998'POLE, 46.6 FEET NORTH OF TELEPHONE POLE NO. H 15, 19.2 FEET WEST
 CU0998'OF A NORTH-SOUTH FENCE AND 3 FEET SOUTHEAST OF A METAL WITNESS
 CU0998'POST.
 CU0998'
 CU0998'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FEASTER NO 1
 CU0998'1968, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 CU0998'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE.  IT IS 78 FEET SOUTH OF
 CU0998'A TELEPHONE POLE, 75 FEET NORTH OF TELEPHONE POLE NO. H 15, 20
 CU0998'FEET WEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 CU0998'STATION.
 CU0998'
 CU0998'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FEASTER NO 2
 CU0998'1968, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 CU0998'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE.  IT IS 135 FEET SOUTH OF
 CU0998'A TELEPHONE POLE, 31 FEET SOUTH OF THE WITNESS POST, 19.6 FEET
 CU0998'WEST OF THE FENCE, 16.6 FEET NORTH OF TELEPHONE POLE NO. H 15 AND
 CU0998'IS ABOUT THE SAME ELEVATION AS THE STATION.
 CU0998'
 CU0998'AZIMUTH MARK IS A STANDARD DISK, STAMPED FEASTER 1968, CEMENTED IN
 CU0998'A DRILL HOLE IN A 12-INCH BY 18-INCH SLAB OF BEDROCK WHICH IS FLUSH
 CU0998'WITH THE SURFACE.  IT IS 94 FEET WEST OF A FENCE CORNER, 91 FEET
 CU0998'WEST-SOUTHWEST OF THE SOUTH END OF A CONCRETE AND METAL CULVERT,
 CU0998'43 FEET SOUTH OF THE CENTER OF FARM ROAD 1808 AND 6.8 FEET NORTH
 CU0998'OF AN EAST-WEST FENCE WITH A WITNESS POST SET IN THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1197 ***********************************************************************
 DM1197  DESIGNATION -  FEDERAL CORR INST WATER TANK
 DM1197  PID         -  DM1197
 DM1197  STATE/COUNTY-  TX/BOWIE
 DM1197  USGS QUAD   -  TEXARKANA (1975)
 DM1197
 DM1197                         *CURRENT SURVEY CONTROL
 DM1197  ___________________________________________________________________
 DM1197* NAD 83(1993)-  33 22 40.23179(N)    094 05 21.70351(W)     ADJUSTED  
 DM1197* NAVD 88     -                                                        
 DM1197  ___________________________________________________________________
 DM1197  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DM1197  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DM1197
 DM1197  HORZ ORDER  -  THIRD
 DM1197
 DM1197.The horizontal coordinates were established by classical geodetic methods
 DM1197.and adjusted by the National Geodetic Survey in September 1999..
 DM1197
 DM1197
 DM1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1197
 DM1197.The geoid height was determined by GEOID03.
 DM1197
 DM1197;                    North         East     Units Scale Factor Converg.
 DM1197;SPC TXNC     - 2,198,366.886 1,010,256.230   MT  0.99988877   +2 24 19.9
 DM1197;SPC TXNC     - 7,212,475.36  3,314,482.31   sFT  0.99988877   +2 24 19.9
 DM1197;SPC AR S     -   480,863.036   205,595.578   MT  0.99998365   -1 10 09.8
 DM1197;SPC AR S     - 1,577,631.48    674,524.83   sFT  0.99998365   -1 10 09.8
 DM1197;UTM  15      - 3,693,705.836   398,669.871   MT  0.99972659   -0 35 57.7
 DM1197
 DM1197                          SUPERSEDED SURVEY CONTROL
 DM1197
 DM1197  NAD 83(1993)-  33 22 40.23591(N)    094 05 21.69948(W) AD(       ) 4
 DM1197  NAD 83(1993)-  33 22 40.23643(N)    094 05 21.69679(W) AD(       ) 4
 DM1197  NAD 83(1986)-  33 22 40.23900(N)    094 05 21.69089(W) AD(       ) 4
 DM1197  NAD 27      -  33 22 39.78800(N)    094 05 21.00500(W) AD(       ) 3
 DM1197
 DM1197.Superseded values are not recommended for survey control.
 DM1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1197.See file dsdata.txt to determine how the superseded data were derived.
 DM1197
 DM1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9867093706(NAD 83)
 DM1197_MARKER: 53 = ELEVATED TANK
 DM1197
 DM1197  HISTORY     - Date     Condition        Report By
 DM1197  HISTORY     - 1950     FIRST OBSERVED   CGS
 DM1197  HISTORY     - 1956     GOOD             CGS
 DM1197  HISTORY     - 19971025 GOOD             USPSQD
 DM1197
 DM1197                          STATION DESCRIPTION
 DM1197
 DM1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DM1197'THE WATER TANK IS LOCATED ABOUT 5 MILES SOUTHWEST OF TEXARKANA
 DM1197'AND ABOUT 1 MILE SOUTH OF U.S. HIGHWAY 59.
 DM1197'
 DM1197'IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT 135 FEET HIGH, AND
 DM1197'PAINTED ALUMINUM.
 DM1197'
 DM1197'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE
 DM1197'ROOF.
 DM1197
 DM1197                          STATION RECOVERY (1956)
 DM1197
 DM1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1197'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1197'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1197
 DM1197                          STATION RECOVERY (1997)
 DM1197
 DM1197'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0846 ***********************************************************************
 BP0846  DESIGNATION -  FEDORA
 BP0846  PID         -  BP0846
 BP0846  STATE/COUNTY-  TX/TERRELL
 BP0846  USGS QUAD   -  SANDERSON SE (1969)
 BP0846
 BP0846                         *CURRENT SURVEY CONTROL
 BP0846  ___________________________________________________________________
 BP0846* NAD 83(1993)-  30 06 23.58142(N)    102 21 09.76956(W)     ADJUSTED  
 BP0846* NAVD 88     -       897.     (meters)    2943.     (feet)  SCALED    
 BP0846  ___________________________________________________________________
 BP0846  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 BP0846  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BP0846
 BP0846  HORZ ORDER  -  THIRD
 BP0846
 BP0846.The horizontal coordinates were established by classical geodetic methods
 BP0846.and adjusted by the National Geodetic Survey in February 1996..
 BP0846
 BP0846.The orthometric height was scaled from a topographic map.
 BP0846
 BP0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0846
 BP0846.The geoid height was determined by GEOID03.
 BP0846
 BP0846;                    North         East     Units Scale Factor Converg.
 BP0846;SPC TXSC     - 4,256,571.177   276,914.470   MT  0.99995372   -1 38 33.1
 BP0846;SPC TXSC     -13,965,100.60    908,510.22   sFT  0.99995372   -1 38 33.1
 BP0846;UTM  13      - 3,333,549.524   755,096.851   MT  1.00040293   +1 19 43.0
 BP0846
 BP0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0846!SPC TXSC     -   0.99986265  x   0.99995372  =   0.99981638
 BP0846!UTM  13      -   0.99986265  x   1.00040293  =   1.00026552
 BP0846
 BP0846                          SUPERSEDED SURVEY CONTROL
 BP0846
 BP0846  NAD 83(1986)-  30 06 23.55168(N)    102 21 09.80017(W) AD(       ) 3
 BP0846  NAD 27      -  30 06 22.87000(N)    102 21 08.28900(W) AD(       ) 3
 BP0846
 BP0846.Superseded values are not recommended for survey control.
 BP0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0846.See file dsdata.txt to determine how the superseded data were derived.
 BP0846
 BP0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP5509733550(NAD 83)
 BP0846
 BP0846  HISTORY     - Date     Condition        Report By
 BP0846  HISTORY     - UNK      MONUMENTED
 BP0846  HISTORY     - 1958     MARK NOT FOUND   AMS
 BP0846
 BP0846                          STATION DESCRIPTION
 BP0846
 BP0846'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1958
 BP0846'STATION IS SITUATED ON HIGH FLAT TOPPED HILL 3.25 MI. SE. OF SANDERSON
 BP0846'AND ABOUT 1 MI. NE. OF SOUTHERN PACIFIC RAILROAD STATION IS ON HIGHEST
 BP0846'PART OF HILL AND ABOUT 510 FT. E. OF RIM ROCKS ON W. END OF HILL,
 BP0846'WHICH FACES THE SOUTHERN PACIFIC RAILROAD TRACKS.
 BP0846'
 BP0846'REPORTED AS FOLLOWS, ---SEARCHED FOR NOT
 BP0846'FOUND.  PRESUMED DESTROYED---.
 BP0846'
 BP0846'STATION MARK - ALUMINUM TABLET CEMENTED IN SOLID ROCK.
 BP0846'
 BP0846'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0673 ***********************************************************************
 AZ0673  DESIGNATION -  FEELY
 AZ0673  PID         -  AZ0673
 AZ0673  STATE/COUNTY-  TX/VAL VERDE
 AZ0673  USGS QUAD   -  BOX CANYON (1972)
 AZ0673
 AZ0673                         *CURRENT SURVEY CONTROL
 AZ0673  ___________________________________________________________________
 AZ0673* NAD 83(1993)-  29 32 38.60801(N)    101 08 14.20082(W)     ADJUSTED  
 AZ0673* NAVD 88     -       426.7    (meters)    1400.     (feet)  VERTCON   
 AZ0673  ___________________________________________________________________
 AZ0673  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AZ0673  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0673
 AZ0673  HORZ ORDER  -  FIRST
 AZ0673
 AZ0673.The horizontal coordinates were established by classical geodetic methods
 AZ0673.and adjusted by the National Geodetic Survey in February 1996..
 AZ0673
 AZ0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0673
 AZ0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0673
 AZ0673.The geoid height was determined by GEOID03.
 AZ0673
 AZ0673;                    North         East     Units Scale Factor Converg.
 AZ0673;SPC TXSC     - 4,191,486.345   392,884.340   MT  0.99986988   -1 02 49.5
 AZ0673;SPC TXSC     -13,751,568.12  1,288,988.04   sFT  0.99986988   -1 02 49.5
 AZ0673;UTM  14      - 3,270,170.190   292,903.863   MT  1.00012922   -1 03 15.3
 AZ0673
 AZ0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0673!SPC TXSC     -   0.99993655  x   0.99986988  =   0.99980644
 AZ0673!UTM  14      -   0.99993655  x   1.00012922  =   1.00006577
 AZ0673
 AZ0673:                Primary Azimuth Mark                     Grid Az
 AZ0673:SPC TXSC     -  FEELY AZ MK                              048 55 10.0
 AZ0673:UTM  14      -  FEELY AZ MK                              048 55 35.8
 AZ0673
 AZ0673|---------------------------------------------------------------------|
 AZ0673| PID    Reference Object                     Distance      Geod. Az  |
 AZ0673|                                                           dddmmss.s |
 AZ0673| CH9340 FEELY AZ MK                                        0475220.5 |
 AZ0673| CH9342 FEELY RM 2                           15.679 METERS 12131     |
 AZ0673| CH9341 FEELY RM 1                            9.896 METERS 28333     |
 AZ0673|---------------------------------------------------------------------|
 AZ0673
 AZ0673                          SUPERSEDED SURVEY CONTROL
 AZ0673
 AZ0673  NAD 83(1986)-  29 32 38.59329(N)    101 08 14.18371(W) AD(       ) 1
 AZ0673  NAD 27      -  29 32 37.80300(N)    101 08 12.81900(W) AD(       ) 1
 AZ0673  NGVD 29 (07/19/86)  426.6    (m)         1400.     (f) VERT ANG       
 AZ0673
 AZ0673.Superseded values are not recommended for survey control.
 AZ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0673.See file dsdata.txt to determine how the superseded data were derived.
 AZ0673
 AZ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT9290470170(NAD 83)
 AZ0673_MARKER: DS = TRIANGULATION STATION DISK
 AZ0673_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0673
 AZ0673  HISTORY     - Date     Condition        Report By
 AZ0673  HISTORY     - 1918     MONUMENTED       CGS
 AZ0673  HISTORY     - 1949     POOR             CGS
 AZ0673  HISTORY     - 1950     GOOD             CGS
 AZ0673  HISTORY     - 1972     GOOD             USGS
 AZ0673
 AZ0673                          STATION DESCRIPTION
 AZ0673
 AZ0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 AZ0673'STATION IS ABOUT 12 MILES S OF COMSTOCK AND 2-1/2 MILES SW OF
 AZ0673'FEELY, A STATION ON THE SOUTHERN PACIFIC, ON THE HIGHEST POINT
 AZ0673'OF HILLS WESTWARD OF THE WAGON ROAD LEADING S FROM FEELY.
 AZ0673'
 AZ0673'STATION IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN
 AZ0673'OUTCROPPING BEDROCK.
 AZ0673'
 AZ0673'REFERENCE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 AZ0673'BOULDER FLUSH WITH THE GROUND, 9.90 METERS (32.5 FEET) DISTANT
 AZ0673'THERE IS A CAIRN 5.20 METERS (17.1 FEET)
 AZ0673'FROM THE STATION.
 AZ0673'
 AZ0673'ELEVATION OF STATION, 426.6 METERS (1,400 FEET).
 AZ0673
 AZ0673                          STATION RECOVERY (1949)
 AZ0673
 AZ0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DLM)
 AZ0673'STATION IS APPROXIMATELY 5/8 MILE W OF TWO EARTH WATER TANKS
 AZ0673'LOCATED 2-1/2 MILES S ALONG THE RANCH ROAD FROM FEELY RAILROAD
 AZ0673'STATION.  STATION IS SET IN A CONCRETE CAP ABOUT 6 INCHES ABOVE
 AZ0673'GROUND.  CONCRETE CAP IS IN POOR CONDITION.  STATION AND
 AZ0673'REFERENCE MARKS ARE NOT STAMPED.  REFERENCE MARK IS IN GOOD
 AZ0673'CONDITION AND IS APPROXIMATELY IN GEODETIC BEARING
 AZ0673'FROM STATION.  CAIRN IS APPROXIMATELY S 10 DEG E IN GEODETIC
 AZ0673'BEARING FROM STATION.
 AZ0673'
 AZ0673'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 90 AND 277,
 AZ0673'PROCEED 3.3 MILES N FROM THE CITY LIMITS OF DEL RIO, GO NW 18.1
 AZ0673'MILES ON U.S. HIGHWAY 90 TO GATE ON LEFT (ENTRANCE TO HOMER
 AZ0673'HOMAN ESTATES), THENCE S ON RANCH ROAD TO HOMAN RANCH AND
 AZ0673'FEELY RAILROAD STATION.
 AZ0673
 AZ0673                          STATION RECOVERY (1950)
 AZ0673
 AZ0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CL)
 AZ0673'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 AZ0673'CONDITION.  AN AZIMUTH MARK AND A REFERENCE MARK WERE ESTABLISHED
 AZ0673'AT THIS TIME AS DESCRIBED BELOW.  DUE TO CHANGES FROM THE ORIGINAL
 AZ0673'DESCRIPTION A COMPLETE NEW ONE FOLLOWS--
 AZ0673'
 AZ0673'STATION IS LOCATED ABOUT 12 MILES S OF COMSTOCK AND 2-1/2 MILES
 AZ0673'SW OF FEELY, A RAILROAD SIDING OF THE SOUTHERN PACIFIC RAILROAD,
 AZ0673'ON HIGHEST POINT OF THE GROUP OF HILLS IN THAT DIRECTION.  THE
 AZ0673'STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN BOULDER
 AZ0673'AND REINFORCED WITH CONCRETE.  THE BOULDER IS ABOUT 6 INCHES IN
 AZ0673'DIAMETER AND PROJECTS ABOUT 2 INCHES.  THE DISK IS STAMPED
 AZ0673'FREELY 1918.
 AZ0673'
 AZ0673'R.M. 1 IS WNW OF THE STATION, ON THE SAME HILLTOP AS THE STATION,
 AZ0673'AND AT THE SAME ELEVATION.  IT IS A BRONZE REFERENCE DISK
 AZ0673'SET IN A DRILL HOLE IN EXPOSED BEDROCK THAT IS FLUSH WITH THE
 AZ0673'GROUND.  IT IS STAMPED FEELY 1918.
 AZ0673'
 AZ0673'R.M. 2 IS A BRONZE REFERENCE DISK SET IN A 6- BY 6-INCH CONCRETE
 AZ0673'POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED FEELY 1950.
 AZ0673'IT IS LOCATED SE OF THE STATION, ON THE GENTLE S SLOPE OF THE
 AZ0673'SAME HILLTOP AS THE STATION IS ON, AND ABOUT 1 FOOT LOWER THAN
 AZ0673'THE MARK.
 AZ0673'
 AZ0673'AZIMUTH MARK IS 0.25 MILE NE OF THE STATION, ON THE TOP OF THE
 AZ0673'RIDGE EXTENDING NE FROM THE STATION SITE, 2 FEET S OF A WHITE
 AZ0673'WITNESS POST.  IT IS A BRONZE DISK SET IN CONCRETE PROJECTING
 AZ0673'ABOUT 3 INCHES AND IS STAMPED FEELY 1950.
 AZ0673'
 AZ0673'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 90
 AZ0673'AND 277, 4 MILES N OF DEL RIO, BY GOING NW ON U.S. HIGHWAY 90
 AZ0673'FOR 18.5 MILES (CROSSING THE DEVILS RIVER BRIDGE AT ABOUT
 AZ0673'7-1/2 MILES) TO A GATE ON THE LEFT WITH A SIGN PAINTED ON IT
 AZ0673'BEARING THE NAME HOMER HOLMAN RANCH.  GO THROUGH GATE AND
 AZ0673'FOLLOW MAIN TRACK ROAD, S, FOR 3.9 MILES TO THE FEELY RAILROAD
 AZ0673'SIDING.  CROSS TRACKS, THENCE LEFT OR S AND SW FOR 1.2 MILES TO
 AZ0673'A POINT ABOUT 100 YARDS N OF CORRALS AND DIRT WATER TANK.
 AZ0673'FROM HERE THE STATION IS ACROSS COUNTRY AND ON THE RIDGE, A
 AZ0673'DISTANCE OF ABOUT 1 MILE.  THE STATION SITE IS NW OF THE
 AZ0673'LAST-MENTIONED POINT.
 AZ0673'
 AZ0673'OBSERVATIONS WERE MADE FROM A 4-FOOT STAND.
 AZ0673
 AZ0673                          STATION RECOVERY (1972)
 AZ0673
 AZ0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (CFL)
 AZ0673'TO REACH FROM THE JNCT. U.S. HWY. 90 AND STATE HWY 394 10 MI.
 AZ0673'AIRLINE NW OF DEL RIO PROCEED NW ON HWY. 90 5.0 MI. TO GRADED
 AZ0673'RD. SW AND SIGN BOX CANYON ESTATES, TAKE GRADED RD. W 1.5 MI. TO
 AZ0673'Y-RD TAKE RIGHT FK. CONTINUE ON MAIN RD. 3.4 MI. TO X-RD. AND
 AZ0673'CATTLE GUARD, CROSS CATTLE GUARD AND TURN RIGHT N CROSS COUNTRY
 AZ0673'UP POINT OF RIDGE 0.5 MI. TO TOP OF DIVIDE.  TURN LEFT W, AND
 AZ0673'FOLLOW DIVIDE 0.25 MI. TO TOP OF HILL AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1480 ***********************************************************************
 DN1480  DESIGNATION -  FELKER
 DN1480  PID         -  DN1480
 DN1480  STATE/COUNTY-  TX/COOKE
 DN1480  USGS QUAD   -  HOOD (1976)
 DN1480
 DN1480                         *CURRENT SURVEY CONTROL
 DN1480  ___________________________________________________________________
 DN1480* NAD 83(1993)-  33 31 58.82103(N)    097 21 34.26656(W)     ADJUSTED  
 DN1480* NAVD 88     -       307.8    (meters)    1010.     (feet)  VERTCON   
 DN1480  ___________________________________________________________________
 DN1480  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 DN1480  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DN1480
 DN1480  HORZ ORDER  -  THIRD
 DN1480
 DN1480.The horizontal coordinates were established by classical geodetic methods
 DN1480.and adjusted by the National Geodetic Survey in February 1996..
 DN1480
 DN1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1480
 DN1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1480
 DN1480.The geoid height was determined by GEOID03.
 DN1480
 DN1480;                    North         East     Units Scale Factor Converg.
 DN1480;SPC TXNC     - 2,207,536.226   705,924.360   MT  0.99990781   +0 37 19.2
 DN1480;SPC TXNC     - 7,242,558.43  2,316,020.17   sFT  0.99990781   +0 37 19.2
 DN1480;UTM  14      - 3,711,583.410   652,327.063   MT  0.99988607   +0 54 23.1
 DN1480
 DN1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1480!SPC TXNC     -   0.99995573  x   0.99990781  =   0.99986355
 DN1480!UTM  14      -   0.99995573  x   0.99988607  =   0.99984181
 DN1480
 DN1480                          SUPERSEDED SURVEY CONTROL
 DN1480
 DN1480  NAD 83(1993)-  33 31 58.82315(N)    097 21 34.26240(W) AD(       ) 3
 DN1480  NAD 83(1986)-  33 31 58.82563(N)    097 21 34.25529(W) AD(       ) 3
 DN1480  NGVD 29 (07/26/91)  307.7    (m)         1010.     (f) VERT ANG       
 DN1480
 DN1480.Superseded values are not recommended for survey control.
 DN1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1480.See file dsdata.txt to determine how the superseded data were derived.
 DN1480
 DN1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC5232711583(NAD 83)
 DN1480_MARKER: DS = TRIANGULATION STATION DISK
 DN1480_SETTING: 0 = UNSPECIFIED SETTING
 DN1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1480
 DN1480  HISTORY     - Date     Condition        Report By
 DN1480  HISTORY     - 1958     MONUMENTED       USGS
 DN1480  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN1480
 DN1480                          STATION DESCRIPTION
 DN1480
 DN1480'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1480'FELKER, COOKE COUNTY, TEXAS, MUENSTER, 5.3 MI. S. OF ALONG FARM ROAD
 DN1480'373 TO JUNCTION WITH FARM ROAD 1630, CONTINUE SOUTHERLY 4.4 MI. TO
 DN1480'Y-RD., THENCE NE. 1.7 MI., 120 FT. W. ALONG RD. FROM T-RD. S., 23 FT.
 DN1480'N. OF AND PERPENDICULAR TO RD.
 DN1480'
 DN1480'STATION MARK--A STANDARD TABLET STAMPED---FELKER ET - 1958---, IN A
 DN1480'CONCRETE POST PROJECTING 0.2 FT.
 DN1480
 DN1480                          STATION RECOVERY (1995)
 DN1480
 DN1480'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0079 ***********************************************************************
 BQ0079  DESIGNATION -  FELT
 BQ0079  PID         -  BQ0079
 BQ0079  STATE/COUNTY-  TX/PRESIDIO
 BQ0079  USGS QUAD   -  RYAN (1983)
 BQ0079
 BQ0079                         *CURRENT SURVEY CONTROL
 BQ0079  ___________________________________________________________________
 BQ0079* NAD 83(1993)-  30 27 51.68363(N)    104 20 31.15272(W)     ADJUSTED  
 BQ0079* NAVD 88     -      1438.017  (meters)    4717.89   (feet)  ADJUSTED  
 BQ0079  ___________________________________________________________________
 BQ0079  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 BQ0079  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 BQ0079  DYNAMIC HT  -        1435.614 (meters)    4710.01  (feet)  COMP
 BQ0079  MODELED GRAV-     978,920.2   (mgal)                       NAVD 88
 BQ0079
 BQ0079  HORZ ORDER  -  SECOND
 BQ0079  VERT ORDER  -  FIRST     CLASS II
 BQ0079
 BQ0079.The horizontal coordinates were established by classical geodetic methods
 BQ0079.and adjusted by the National Geodetic Survey in February 1996..
 BQ0079
 BQ0079.The orthometric height was determined by differential leveling
 BQ0079.and adjusted by the National Geodetic Survey in June 1991..
 BQ0079
 BQ0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0079
 BQ0079.The geoid height was determined by GEOID03.
 BQ0079
 BQ0079.The dynamic height is computed by dividing the NAVD 88
 BQ0079.geopotential number by the normal gravity value computed on the
 BQ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0079.degrees latitude (g = 980.6199 gals.).
 BQ0079
 BQ0079.The modeled gravity was interpolated from observed gravity values.
 BQ0079
 BQ0079;                    North         East     Units Scale Factor Converg.
 BQ0079;SPC TXSC     - 4,303,320.398    87,137.087   MT  1.00005731   -2 37 01.6
 BQ0079;SPC TXSC     -14,118,477.01    285,882.26   sFT  1.00005731   -2 37 01.6
 BQ0079;SPC TX C     - 3,095,363.709   315,145.358   MT  0.99992537   -2 03 52.9
 BQ0079;SPC TX C     -10,155,372.44  1,033,939.40   sFT  0.99992537   -2 03 52.9
 BQ0079;UTM  13      - 3,370,425.549   563,166.978   MT  0.99964922   +0 20 01.1
 BQ0079
 BQ0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0079!SPC TXSC     -   0.99977770  x   1.00005731  =   0.99983499
 BQ0079!SPC TX C     -   0.99977770  x   0.99992537  =   0.99970308
 BQ0079!UTM  13      -   0.99977770  x   0.99964922  =   0.99942700
 BQ0079
 BQ0079|---------------------------------------------------------------------|
 BQ0079| PID    Reference Object                     Distance      Geod. Az  |
 BQ0079|                                                           dddmmss.s |
 BQ0079| BQ0080 FELT RM 1                            16.884 METERS 11048     |
 BQ0079| BQ0081 FELT AZ MK                                         1341049.3 |
 BQ0079| BQ0078 FELT RM 2                            15.913 METERS 33616     |
 BQ0079|---------------------------------------------------------------------|
 BQ0079
 BQ0079                          SUPERSEDED SURVEY CONTROL
 BQ0079
 BQ0079  NAD 83(1986)-  30 27 51.67752(N)    104 20 31.15519(W) AD(       ) 2
 BQ0079  NAD 27      -  30 27 51.14100(N)    104 20 29.44800(W) AD(       ) 2
 BQ0079  NGVD 29 (??/??/92) 1437.401  (m)         4715.87   (f) ADJ UNCH    1 2
 BQ0079
 BQ0079.Superseded values are not recommended for survey control.
 BQ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0079.See file dsdata.txt to determine how the superseded data were derived.
 BQ0079
 BQ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP6316770426(NAD 83)
 BQ0079_MARKER: DS = TRIANGULATION STATION DISK
 BQ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0079_STAMPING: FELT 1942
 BQ0079_MARK LOGO: CGS   
 BQ0079_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BQ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0079+STABILITY: SURFACE MOTION
 BQ0079
 BQ0079  HISTORY     - Date     Condition        Report By
 BQ0079  HISTORY     - 1942     MONUMENTED       CGS
 BQ0079  HISTORY     - 1957     GOOD             NGS
 BQ0079  HISTORY     - 1958     SEE DESCRIPTION  AMS
 BQ0079  HISTORY     - 1981     GOOD             NGS
 BQ0079  HISTORY     - 19831014 GOOD             NGS
 BQ0079  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0079
 BQ0079                          STATION DESCRIPTION
 BQ0079
 BQ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0079'STATION IS LOCATED, BY AIR LINE DISTANCES, ABOUT 12 MILES SE
 BQ0079'OF VALENTINE, 24 MILES NW OF MARFA, AND 30 MILES WSW OF FORT
 BQ0079'DAVIS.  IT IS BETWEEN THE SOUTHERN PACIFIC RAILROAD AND U.S.
 BQ0079'HIGHWAY 90, ABOUT 4 MILES SE OF QUEBEC RAILROAD STOP, ON THE
 BQ0079'RAILROAD RIGHT-OF-WAY.
 BQ0079'
 BQ0079'THE STATION IS 55 YARDS NW OF THIS RAILROAD CROSSING, BETWEEN
 BQ0079'RAILROAD AND HIGHWAY, 62.5 FEET SW OF THE SW RAIL OF RAILROAD,
 BQ0079'42.8 FEET NW OF A TELEGRAPH POLE, AND 13.2 FEET SSE OF A WHITE
 BQ0079'WITNESS POST.  IT IS A STANDARD DISK, STAMPED FELT 1942, SET
 BQ0079'IN CENTER OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 BQ0079'INCHES ABOVE THE GROUND.
 BQ0079'
 BQ0079'REFERENCE MARK NO. 1 IS 35 FEET SW OF THE SW RAIL IN RANGE
 BQ0079'WITH A LINE OF TELEGRAPH POLES, 12 FEET SE OF THE NEAREST ONE.
 BQ0079'IT IS A STANDARD DISK, STAMPED FELT NO. 1 1942, SET IN A CONCRETE
 BQ0079'POST THAT PROJECTS 5 INCHES ABOVE THE GROUND.
 BQ0079'
 BQ0079'REFERENCE MARK NO. 2 IS 36 FEET SW OF THE SW RAIL AND 1 FOOT
 BQ0079'NE OF RANGE WITH THE LINE OF TELEGRAPH POLES.  IT IS A STANDARD
 BQ0079'DISK, STAMPED FELT NO. 2 1942, SET IN A CONCRETE POST THAT
 BQ0079'PROJECTS 3 INCHES ABOVE THE GROUND.
 BQ0079'
 BQ0079'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FELT 1942, CEMENTED
 BQ0079'IN THE NE CONCRETE HEADWALL OF A HIGHWAY BRIDGE, ON THE NE SIDE
 BQ0079'OF U.S. HIGHWAY 90, AND 1 FOOT SE OF THE NW END OF THE HEADWALL.
 BQ0079'
 BQ0079'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF MAIN
 BQ0079'STREET AND U.S. HIGHWAY 90 IN MARFA, GO NW ON U.S. HIGHWAY 90,
 BQ0079'TOWARD VALENTINE, 22.6 MILES TO A RED GATE ON THE LEFT (OR SW)
 BQ0079'SIDE OF HIGHWAY, AND SIGN RYAN RANCH.  A TRACK ROAD CROSSES
 BQ0079'RAILROAD ON RIGHT HERE.
 BQ0079'
 BQ0079'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 BQ0079
 BQ0079                          STATION RECOVERY (1957)
 BQ0079
 BQ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BQ0079'12.3 MI SE FROM VALENTINE.
 BQ0079'ABOUT 12.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0079'FROM THE STATION AT VALENTINE, 44 1/2 FEET WEST OF THE 14TH POLE
 BQ0079'NORTHWEST OF MILEPOST 655, 62 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 95
 BQ0079'FEET NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 90, 13 FEET
 BQ0079'EAST-SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 BQ0079'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 BQ0079'INCHES.
 BQ0079
 BQ0079                          STATION RECOVERY (1958)
 BQ0079
 BQ0079'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BQ0079'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 BQ0079'RECOVERED AS DESCRIBED.
 BQ0079'
 BQ0079'THE STATION IS LOCATED 95 FEET NE OF CENTERLINE OF HIGHWAY
 BQ0079'U.S. 90.  66 FEET SW OF CENTERLINE OF RAILROAD TRACK.  190 FEET
 BQ0079'NW OF CENTERLINE OF DIM TRAIL ENE.  336 FEET SE OF CUT DITCH
 BQ0079'CROSSING RAILROAD AND HIGHWAY.
 BQ0079
 BQ0079                          STATION RECOVERY (1981)
 BQ0079
 BQ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0079'20.4 KM (12.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0079'IN VALENTINE, AT A POWERLINE CROSSING, 29.0 METERS (95.0 FT) NORTHEAST
 BQ0079'OF THE CENTERLINE OF THE HIGHWAY, 18.9 METERS (62.0 FT) SOUTHWEST OF
 BQ0079'THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 15.9 METERS (52.2 FT)
 BQ0079'SOUTH-SOUTHEAST OF FELT RM 2, AND 5.5 METERS (18.0 FT) WEST OF A
 BQ0079'UTILITY POLE.
 BQ0079'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0079'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0079
 BQ0079                          STATION RECOVERY (1983)
 BQ0079
 BQ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 BQ0079'THE STATION WAS RECOVERED IN GOOD CONDITION ALONG WITH REFEERENCE MARK
 BQ0079'NO 2.  REFERENCE MARK 1 AND THE AZIMUTH MARK WAS NOT FOUND.  A NEW
 BQ0079'REFERENCE MARK 3 WAS SET AND BENCH MARK C1118 WAS USED AS AN AZIMUTH
 BQ0079'MARK.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED
 BQ0079'48.0 KM (29.80 MI) SOUTHWEST OF FORT DAVIS, 38.4 KM (23.85 MI)
 BQ0079'NORTHWEST OF MARFA, 19.2 KM (11.95 MI) SOUTHEAST OF VALENTINE, ALONG
 BQ0079'THE NORTHEAST RIGHT-OF-WAY OF U.S HIGHWAY 90 AND BETWEEN THE HIGHWAY
 BQ0079'AND THE RAILROAD TRACKS.  TO REACH THE STATION FROM THE MAIN
 BQ0079'INTERSECTION OF MARFA, GO NORTHWEST ON U.S HIGHWAY 90 FOR 36.16 KM
 BQ0079'(22.45 MI) TO THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE
 BQ0079'AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON U.S HIGHWAY 90 FOR 0.80
 BQ0079'KM (0.50 MI) TO THE MARK ON THE LEFT.  STATION MARK, STAMPED---FELT
 BQ0079'1942---, IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 BQ0079'MONUMENT THAT PROJECTS 8 CM.  IT IS 28.96 METERS (95.01 FT) NORTHEAST
 BQ0079'OF THE CENTER OF THE HIGHWAY, 19.05 METERS (62.50 FT) SOUTHWEST OF THE
 BQ0079'SOUTHWEST RAIL, 5.49 METERS (18.01 FT) WEST OF A POWER POLE AND 0.43
 BQ0079'METER (1.41 FT) NORTHWEST OF A WITNESS POST. REFERENCE MARK 2,
 BQ0079'STAMPED---FELT NO 2 1942---, IS A STANDARD DISK SET IN THE TOP OF A
 BQ0079'SQUARE CONCRETE MONUMENT PROJECTING 5 CM.  IT IS 35.66 METERS (116.99
 BQ0079'FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 18.59 METERS (60.99 FT)
 BQ0079'NORTHWEST OF THE POWER POLE AND 12.34 METERS (40.49 FT) SOUTHWEST OF
 BQ0079'THE SOUTHWEST RAIL.  REFERENCE MARK 3, STAMPED---FELT NO 3 1983---, IS
 BQ0079'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 BQ0079'THE GROUND.  IT IS 34.75 METERS (114.01 FT) NORTHEAST OF THE CENTER OF
 BQ0079'THE HIGHWAY, 13.26 METERS (43.50 FT) SOUTHWEST OF THE SOUTHWEST RAIL
 BQ0079'AND 8.63 METERS (28.31 FT) SOUTHEAST OF THE POWER LINE.  BENCH MARK,
 BQ0079'STAMPED---CIII8 1958---, IS A BENCH MARK DISK SET IN THE TOP OF A
 BQ0079'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 35.97 METERS
 BQ0079'(118.01 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 12.19 METERS
 BQ0079'(39.99 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND 0.52 METER (1.71 FT)
 BQ0079'NORTHWEST OF A WITNESS POST.
 BQ0079
 BQ0079                          STATION RECOVERY (1996)
 BQ0079
 BQ0079'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0081 ***********************************************************************
 BQ0081  DESIGNATION -  FELT AZ MK
 BQ0081  PID         -  BQ0081
 BQ0081  STATE/COUNTY-  TX/PRESIDIO
 BQ0081  USGS QUAD   -  RYAN (1983)
 BQ0081
 BQ0081                         *CURRENT SURVEY CONTROL
 BQ0081  ___________________________________________________________________
 BQ0081* NAD 83(1986)-  30 27 34.     (N)    104 20 09.     (W)     SCALED    
 BQ0081* NAVD 88     -      1440.059  (meters)    4724.59   (feet)  ADJUSTED  
 BQ0081  ___________________________________________________________________
 BQ0081  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 BQ0081  DYNAMIC HT  -        1437.651 (meters)    4716.69  (feet)  COMP
 BQ0081  MODELED GRAV-     978,919.6   (mgal)                       NAVD 88
 BQ0081
 BQ0081  VERT ORDER  -  FIRST     CLASS II
 BQ0081
 BQ0081.The horizontal coordinates were scaled from a topographic map and have
 BQ0081.an estimated accuracy of +/- 6 seconds.
 BQ0081
 BQ0081.The orthometric height was determined by differential leveling
 BQ0081.and adjusted by the National Geodetic Survey in June 1991..
 BQ0081
 BQ0081.The geoid height was determined by GEOID03.
 BQ0081
 BQ0081.The dynamic height is computed by dividing the NAVD 88
 BQ0081.geopotential number by the normal gravity value computed on the
 BQ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0081.degrees latitude (g = 980.6199 gals.).
 BQ0081
 BQ0081.The modeled gravity was interpolated from observed gravity values.
 BQ0081
 BQ0081;                    North         East    Units  Estimated Accuracy
 BQ0081;SPC TXSC     - 4,302,750.       87,700.      MT  (+/- 180 meters Scaled)
 BQ0081
 BQ0081                          SUPERSEDED SURVEY CONTROL
 BQ0081
 BQ0081  NGVD 29 (??/??/92) 1439.444  (m)         4722.58   (f) ADJ UNCH    1 2
 BQ0081
 BQ0081.Superseded values are not recommended for survey control.
 BQ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0081.See file dsdata.txt to determine how the superseded data were derived.
 BQ0081
 BQ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP637698(NAD 83)
 BQ0081_MARKER: DZ = AZIMUTH MARK DISK
 BQ0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0081_SP_SET: CULVERT
 BQ0081_STAMPING: FELT 1942
 BQ0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0081
 BQ0081  HISTORY     - Date     Condition        Report By
 BQ0081  HISTORY     - 1942     MONUMENTED       CGS
 BQ0081  HISTORY     - 1957     GOOD             NGS
 BQ0081  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0081  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0081  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0081
 BQ0081                          STATION DESCRIPTION
 BQ0081
 BQ0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0081'12.85 MI SE FROM VALENTINE.
 BQ0081'ABOUT 12.85 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0081'FROM THE STATION AT VALENTINE, 1 POLE SOUTHEAST OF MILEPOST 655, IN
 BQ0081'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A
 BQ0081'4X6-FOOT, U. S. HIGHWAY 90 CULVERT, 140 FEET SOUTHWEST OF THE
 BQ0081'SOUTHWEST RAIL, 18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BQ0081'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND LEVEL WITH THE
 BQ0081'HIGHWAY.
 BQ0081
 BQ0081                          STATION RECOVERY (1966)
 BQ0081
 BQ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0081'MARK NOT FOUND.
 BQ0081
 BQ0081                          STATION RECOVERY (1981)
 BQ0081
 BQ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0081'NOTE=THERE IS A NEW CONCRETE CULVERT AT THIS LOCATION.
 BQ0081
 BQ0081                          STATION RECOVERY (1996)
 BQ0081
 BQ0081'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0080 ***********************************************************************
 BQ0080  DESIGNATION -  FELT RM 1
 BQ0080  PID         -  BQ0080
 BQ0080  STATE/COUNTY-  TX/PRESIDIO
 BQ0080  USGS QUAD   -  RYAN (1983)
 BQ0080
 BQ0080                         *CURRENT SURVEY CONTROL
 BQ0080  ___________________________________________________________________
 BQ0080* NAD 83(1986)-  30 27 52.     (N)    104 20 31.     (W)     SCALED    
 BQ0080* NAVD 88     -      1438.016  (meters)    4717.89   (feet)  ADJUSTED  
 BQ0080  ___________________________________________________________________
 BQ0080  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 BQ0080  DYNAMIC HT  -        1435.613 (meters)    4710.01  (feet)  COMP
 BQ0080  MODELED GRAV-     978,920.2   (mgal)                       NAVD 88
 BQ0080
 BQ0080  VERT ORDER  -  FIRST     CLASS II
 BQ0080
 BQ0080.The horizontal coordinates were scaled from a topographic map and have
 BQ0080.an estimated accuracy of +/- 6 seconds.
 BQ0080
 BQ0080.The orthometric height was determined by differential leveling
 BQ0080.and adjusted by the National Geodetic Survey in June 1991..
 BQ0080
 BQ0080.The geoid height was determined by GEOID03.
 BQ0080
 BQ0080.The dynamic height is computed by dividing the NAVD 88
 BQ0080.geopotential number by the normal gravity value computed on the
 BQ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0080.degrees latitude (g = 980.6199 gals.).
 BQ0080
 BQ0080.The modeled gravity was interpolated from observed gravity values.
 BQ0080
 BQ0080;                    North         East    Units  Estimated Accuracy
 BQ0080;SPC TXSC     - 4,303,330.       87,140.      MT  (+/- 180 meters Scaled)
 BQ0080
 BQ0080                          SUPERSEDED SURVEY CONTROL
 BQ0080
 BQ0080  NGVD 29 (??/??/92) 1437.400  (m)         4715.87   (f) ADJ UNCH    1 2
 BQ0080
 BQ0080.Superseded values are not recommended for survey control.
 BQ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0080.See file dsdata.txt to determine how the superseded data were derived.
 BQ0080
 BQ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP631704(NAD 83)
 BQ0080_MARKER: DR = REFERENCE MARK DISK
 BQ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0080_STAMPING: FELT NO 1 1942
 BQ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0080+STABILITY: SURFACE MOTION
 BQ0080
 BQ0080  HISTORY     - Date     Condition        Report By
 BQ0080  HISTORY     - 1942     MONUMENTED       CGS
 BQ0080  HISTORY     - 1957     GOOD             NGS
 BQ0080  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0080  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0080
 BQ0080                          STATION DESCRIPTION
 BQ0080
 BQ0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0080'12.3 MI SE FROM VALENTINE.
 BQ0080'ABOUT 12.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0080'FROM THE STATION AT VALENTINE, 11 FEET SOUTHEAST OF THE 14TH POLE
 BQ0080'NORTHWEST OF MILEPOST 655, 41 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 BQ0080'RAIL, 55 1/2 FEET EAST-SOUTHEAST OF THE TRIANGULATION STATION, ABOUT 2
 BQ0080'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BQ0080'PROJECTING 4 INCHES.
 BQ0080
 BQ0080                          STATION RECOVERY (1981)
 BQ0080
 BQ0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0080'NOTE=THE POST WAS FOUND ON TOP OF THE GROUND, DISK WAS NOT RECLAIMED.
 BQ0080
 BQ0080                          STATION RECOVERY (1996)
 BQ0080
 BQ0080'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0078 ***********************************************************************
 BQ0078  DESIGNATION -  FELT RM 2
 BQ0078  PID         -  BQ0078
 BQ0078  STATE/COUNTY-  TX/PRESIDIO
 BQ0078  USGS QUAD   -  RYAN (1983)
 BQ0078
 BQ0078                         *CURRENT SURVEY CONTROL
 BQ0078  ___________________________________________________________________
 BQ0078* NAD 83(1986)-  30 27 53.     (N)    104 20 31.     (W)     SCALED    
 BQ0078* NAVD 88     -      1437.770  (meters)    4717.08   (feet)  ADJUSTED  
 BQ0078  ___________________________________________________________________
 BQ0078  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 BQ0078  DYNAMIC HT  -        1435.367 (meters)    4709.20  (feet)  COMP
 BQ0078  MODELED GRAV-     978,920.1   (mgal)                       NAVD 88
 BQ0078
 BQ0078  VERT ORDER  -  FIRST     CLASS II
 BQ0078
 BQ0078.The horizontal coordinates were scaled from a topographic map and have
 BQ0078.an estimated accuracy of +/- 6 seconds.
 BQ0078
 BQ0078.The orthometric height was determined by differential leveling
 BQ0078.and adjusted by the National Geodetic Survey in June 1991..
 BQ0078
 BQ0078.The geoid height was determined by GEOID03.
 BQ0078
 BQ0078.The dynamic height is computed by dividing the NAVD 88
 BQ0078.geopotential number by the normal gravity value computed on the
 BQ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0078.degrees latitude (g = 980.6199 gals.).
 BQ0078
 BQ0078.The modeled gravity was interpolated from observed gravity values.
 BQ0078
 BQ0078;                    North         East    Units  Estimated Accuracy
 BQ0078;SPC TXSC     - 4,303,360.       87,140.      MT  (+/- 180 meters Scaled)
 BQ0078
 BQ0078                          SUPERSEDED SURVEY CONTROL
 BQ0078
 BQ0078  NGVD 29 (??/??/92) 1437.151  (m)         4715.05   (f) ADJ UNCH    1 2
 BQ0078
 BQ0078.Superseded values are not recommended for survey control.
 BQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0078.See file dsdata.txt to determine how the superseded data were derived.
 BQ0078
 BQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP631704(NAD 83)
 BQ0078_MARKER: DR = REFERENCE MARK DISK
 BQ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0078_STAMPING: FELT NO 2 1942
 BQ0078_MARK LOGO: CGS   
 BQ0078_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0078+STABILITY: SURFACE MOTION
 BQ0078
 BQ0078  HISTORY     - Date     Condition        Report By
 BQ0078  HISTORY     - 1942     MONUMENTED       CGS
 BQ0078  HISTORY     - 1957     GOOD             NGS
 BQ0078  HISTORY     - 1981     GOOD             NGS
 BQ0078  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0078
 BQ0078                          STATION DESCRIPTION
 BQ0078
 BQ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0078'12.3 MI SE FROM VALENTINE.
 BQ0078'ABOUT 12.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0078'FROM THE STATION AT VALENTINE, 14 1/2 POLES NORTHWEST OF MILEPOST 656,
 BQ0078'41 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 52 FEET NORTH-NORTHWEST OF
 BQ0078'THE TRIANGULATION STATION, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 BQ0078'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BQ0078
 BQ0078                          STATION RECOVERY (1981)
 BQ0078
 BQ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0078'20.4 KM (12.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0078'IN VALENTINE, AT A POWERLINE CROSSING, 34.8 METERS (114.0 FT)
 BQ0078'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19.2 METERS (63.0 FT)
 BQ0078'NORTHWEST OF A UTILITY POLE, 15.9 METERS (52.2 FT) NORTH-NORTHWEST OF
 BQ0078'FELT, AND 12.5 METERS (41.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0078'SOUTHERN PACIFIC RAILROAD.
 BQ0078'THE MARK IS 16.4 METERS  NNW FROM A WITNESS POST.
 BQ0078'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BQ0078
 BQ0078                          STATION RECOVERY (1996)
 BQ0078
 BQ0078'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1907 ***********************************************************************
 FL1907  DESIGNATION -  FEMALE
 FL1907  PID         -  FL1907
 FL1907  STATE/COUNTY-  TX/HEMPHILL
 FL1907  USGS QUAD   -  YOUNG RANCH (1967)
 FL1907
 FL1907                         *CURRENT SURVEY CONTROL
 FL1907  ___________________________________________________________________
 FL1907* NAD 83(1993)-  35 41 06.75069(N)    100 27 48.51431(W)     ADJUSTED  
 FL1907* NAVD 88     -       873.     (meters)    2864.     (feet)  SCALED    
 FL1907  ___________________________________________________________________
 FL1907  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 FL1907  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FL1907
 FL1907  HORZ ORDER  -  SECOND
 FL1907
 FL1907.The horizontal coordinates were established by classical geodetic methods
 FL1907.and adjusted by the National Geodetic Survey in February 1996..
 FL1907
 FL1907.The orthometric height was scaled from a topographic map.
 FL1907
 FL1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1907
 FL1907.The geoid height was determined by GEOID03.
 FL1907
 FL1907;                    North         East     Units Scale Factor Converg.
 FL1907;SPC TX N     - 1,187,444.364   293,817.745   MT  0.99992172   +0 36 02.5
 FL1907;SPC TX N     - 3,895,807.05    963,967.05   sFT  0.99992172   +0 36 02.5
 FL1907;UTM  14      - 3,950,021.079   367,573.531   MT  0.99981610   -0 51 13.7
 FL1907
 FL1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1907!SPC TX N     -   0.99986724  x   0.99992172  =   0.99978897
 FL1907!UTM  14      -   0.99986724  x   0.99981610  =   0.99968337
 FL1907
 FL1907:                Primary Azimuth Mark                     Grid Az
 FL1907:SPC TX N     -  FEMALE AZ MK                             053 13 38.0
 FL1907:UTM  14      -  FEMALE AZ MK                             054 40 54.2
 FL1907
 FL1907|---------------------------------------------------------------------|
 FL1907| PID    Reference Object                     Distance      Geod. Az  |
 FL1907|                                                           dddmmss.s |
 FL1907| CK8687 FEMALE AZ MK                                       0534940.5 |
 FL1907| CK8688 FEMALE RM 1                           7.878 METERS 19243     |
 FL1907| CK8689 FEMALE RM 2                           9.131 METERS 28941     |
 FL1907|---------------------------------------------------------------------|
 FL1907
 FL1907                          SUPERSEDED SURVEY CONTROL
 FL1907
 FL1907  NAD 83(1993)-  35 41 06.75177(N)    100 27 48.51400(W) AD(       ) 2
 FL1907  NAD 83(1986)-  35 41 06.75612(N)    100 27 48.50239(W) AD(       ) 2
 FL1907  NAD 27      -  35 41 06.59200(N)    100 27 47.02900(W) AD(       ) 2
 FL1907
 FL1907.Superseded values are not recommended for survey control.
 FL1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1907.See file dsdata.txt to determine how the superseded data were derived.
 FL1907
 FL1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6757450021(NAD 83)
 FL1907_MARKER: DS = TRIANGULATION STATION DISK
 FL1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1907
 FL1907  HISTORY     - Date     Condition        Report By
 FL1907  HISTORY     - 1952     MONUMENTED       CGS
 FL1907
 FL1907                          STATION DESCRIPTION
 FL1907
 FL1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1907'STATION IS LOCATED 16.5 MILES AIRLINE SOUTH-SOUTHWEST OF
 FL1907'CANADIAN, 9.5 MILES EAST OF MIAMI AND 5.0 MILES WEST OF U.S.
 FL1907'HIGHWAY NO. 83.  ON THE SUMMIT OF A KNOLL IN A PASTURE LEASED
 FL1907'BY MR. HENRY YOUNG.  THE MARK, STAMPED FEMALE 1951, IS A
 FL1907'STANDARD DISK SET IN A CONCRETE POST THAT PROJECTS 2 INCHES.
 FL1907'THE KNOLL IS THE HIGHEST IN THE IMMEDIATE VICINITY.
 FL1907'
 FL1907'REFERENCE MARK NO. 1, STAMPED FEMALE NO 1 1951, IS A STANDARD
 FL1907'DISK SET IN A CONCRETE POST THAT PROJECTS 4 INCHES.
 FL1907'
 FL1907'REFERENCE MARK NO 2, STAMPED FEMALE NO 2 1951, IS A STANDARD
 FL1907'DISK SET IN A CONCRETE POST THAT PROJECTS 1 INCH.
 FL1907'
 FL1907'THE AZIMUTH MARK, STAMPED FEMALE 1951, IS A STANDARD DISK SET
 FL1907'IN A CONCRETE POST THAT PROJECTS 4 INCHES AND IS 4 FEET NORTHWEST
 FL1907'OF A WHITE WITNESS POST, 4 FEET WEST OF A POWERLINE POLE, 30
 FL1907'FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD AND 28 FEET
 FL1907'EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD.
 FL1907'
 FL1907'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN
 FL1907'INTERSECTION IN CANADIAN, GO SOUTH ON U.S. HIGHWAY 60 AND 83
 FL1907'FOR 7.7 MILES TO JUNCTION OF HIGHWAYS U.S. NO. 83, U.S. NO. 60
 FL1907'AND STATE HIGHWAY NO. 170.  GO SOUTH ON U.S. HIGHWAY 83 FOR
 FL1907'8.6 MILES TO CROSSROADS AND FARM ROUTE 277 TO THE EAST.  TURN
 FL1907'RIGHT, WEST ON GRADED DIRT ROAD AND GO 5.4 MILES TO A T-ROAD
 FL1907'AND AZIMUTH MARK ON THE LEFT, NORTH SIDE OF ROAD.  PASS
 FL1907'THROUGH GATE AHEAD IN NORTHEAST CORNER OF PASTURE AND FOLLOW
 FL1907'THE TRACK ROAD SOUTHWESTERLY FOR 0.5 MILE TO A WINDMILL AND
 FL1907'WATER TANK.  CONTINUE SOUTHWESTERLY FOR 0.3 MILE TO SUMMIT
 FL1907'OF KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0981 ***********************************************************************
 CT0981  DESIGNATION -  FENCE
 CT0981  PID         -  CT0981
 CT0981  STATE/COUNTY-  TX/PALO PINTO
 CT0981  USGS QUAD   -  MINERAL WELLS WEST (1984)
 CT0981
 CT0981                         *CURRENT SURVEY CONTROL
 CT0981  ___________________________________________________________________
 CT0981* NAD 83(1993)-  32 48 30.43423(N)    098 14 04.90837(W)     ADJUSTED  
 CT0981* NAVD 88     -       374.1    (meters)    1227.     (feet)  VERTCON   
 CT0981  ___________________________________________________________________
 CT0981  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 CT0981  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CT0981
 CT0981  HORZ ORDER  -  THIRD
 CT0981
 CT0981.The horizontal coordinates were established by classical geodetic methods
 CT0981.and adjusted by the National Geodetic Survey in February 1996..
 CT0981
 CT0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0981
 CT0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0981
 CT0981.The geoid height was determined by GEOID03.
 CT0981
 CT0981;                    North         East     Units Scale Factor Converg.
 CT0981;SPC TXNC     - 2,126,643.912   624,843.906   MT  0.99988158   +0 08 40.9
 CT0981;SPC TXNC     - 6,977,164.23  2,050,008.71   sFT  0.99988158   +0 08 40.9
 CT0981;UTM  14      - 3,630,311.729   571,646.404   MT  0.99966329   +0 24 52.9
 CT0981
 CT0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0981!SPC TXNC     -   0.99994586  x   0.99988158  =   0.99982745
 CT0981!UTM  14      -   0.99994586  x   0.99966329  =   0.99960917
 CT0981
 CT0981:                Primary Azimuth Mark                     Grid Az
 CT0981:SPC TXNC     -  ROUND TOP                                208 26 17.7
 CT0981:UTM  14      -  ROUND TOP                                208 10 05.7
 CT0981
 CT0981|---------------------------------------------------------------------|
 CT0981| PID    Reference Object                     Distance      Geod. Az  |
 CT0981|                                                           dddmmss.s |
 CT0981| CT0994 ROUND TOP                           APPROX. 7.3 KM 2083458.6 |
 CT0981|---------------------------------------------------------------------|
 CT0981
 CT0981                          SUPERSEDED SURVEY CONTROL
 CT0981
 CT0981  NAD 83(1993)-  32 48 30.43752(N)    098 14 04.89569(W) AD(       ) 3
 CT0981  NAD 83(1986)-  32 48 30.43844(N)    098 14 04.89218(W) AD(       ) 3
 CT0981  NAD 27      -  32 48 29.98809(N)    098 14 03.72341(W) AD(       ) 3
 CT0981  NGVD 29 (07/19/86)  374.0    (m)         1227.     (f) VERT ANG       
 CT0981
 CT0981.Superseded values are not recommended for survey control.
 CT0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0981.See file dsdata.txt to determine how the superseded data were derived.
 CT0981
 CT0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB7164630312(NAD 83)
 CT0981
 CT0981  HISTORY     - Date     Condition        Report By
 CT0981  HISTORY     - UNK      MONUMENTED
 CT0981  HISTORY     - 1958     GOOD             USGS
 CT0981  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0981
 CT0981                          STATION DESCRIPTION
 CT0981
 CT0981'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CT0981'THE 1924 DESCRIPTION IS OBSOLETE AND IS SUPERSEDED BY THE FOLLOWING
 CT0981'DESCRIPTION.
 CT0981'
 CT0981'STATION IS LOCATED ABOUT 7.3 MI. (AIRLINE) W. OF MINERAL WELLS, PALO
 CT0981'PINTO CO., TEXAS, AND ABOUT 4.6 MI. (AIRLINE) NE. OF PALO PINTO, PALO
 CT0981'PINTO CO., ON A PROMINENT WOODED HILL THAT DOMINATES THE TERRAIN IN
 CT0981'ALL DIRECTIONS.
 CT0981'
 CT0981'TO REACH FROM COURTHOUSE IN PALO PINTO, PROCEED E. ALONG U.S. HIGHWAY
 CT0981'180 1.8 MI. TO OLD PAVEMENT AND IRON GATE ON N. SIDE OF RD.  PROCEED
 CT0981'THROUGH GATE AND ALONG OLD PAVEMENT 0.5 MI. TO T-RD. N., TURN LEFT
 CT0981'(N.) AND CONTINUE 2.4 MI. N. AND E. TO IRON GATE AT LARGE WATER TANK
 CT0981'NEAR CORRAL, PROCEED THROUGH TWO GATES AND TURN RIGHT (S.) THROUGH
 CT0981'WIRE GATE INTO PASTURE FIELD AND FOLLOW FIELD RD. E. 1.0 MI. TO SHARP
 CT0981'BEND TO THE N., CONTINUE AROUND BEND ABOUT 200 FT. AND TURN RIGHT (E.)
 CT0981'ON DIM FIELD RD. AND PROCEED 0.6 MI. TO TOP OF RIDGE AND WOODEN GATE
 CT0981'IN N-S. FENCE, PROCEED THROUGH GATE AND TURN LEFT (N.) ALONG E. SIDE
 CT0981'OF FENCE, CONTINUE N. 0.65 MI. TO WINDMILL AND STOCK TANK, TURN RIGHT
 CT0981'(NE.) AND PROCEED 0.1 MI. TO HIGH POINT AND STATION.
 CT0981'
 CT0981'STATION MARK--A STANDARD USGS BRASS TABLET ORIGINALLY SET IN 1924
 CT0981'CEMENTED IN ROCK OUTCROP LEVEL WITH SURROUNDING GROUND, STAMPED
 CT0981'---FENCE 1924, 1958---.
 CT0981
 CT0981                          STATION RECOVERY (2004)
 CT0981
 CT0981'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0929 ***********************************************************************
 CU0929  DESIGNATION -  FENCE
 CU0929  PID         -  CU0929
 CU0929  STATE/COUNTY-  TX/NOLAN
 CU0929  USGS QUAD   -  CHALK PEAK (1984)
 CU0929
 CU0929                         *CURRENT SURVEY CONTROL
 CU0929  ___________________________________________________________________
 CU0929* NAD 83(1993)-  32 26 34.76611(N)    100 14 34.97852(W)     ADJUSTED  
 CU0929* NAVD 88     -       777.6    (meters)    2551.     (feet)  VERTCON   
 CU0929  ___________________________________________________________________
 CU0929  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CU0929  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CU0929
 CU0929  HORZ ORDER  -  SECOND
 CU0929
 CU0929.The horizontal coordinates were established by classical geodetic methods
 CU0929.and adjusted by the National Geodetic Survey in February 1996..
 CU0929
 CU0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0929
 CU0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0929
 CU0929.The geoid height was determined by GEOID03.
 CU0929
 CU0929;                    North         East     Units Scale Factor Converg.
 CU0929;SPC TXNC     - 2,087,447.094   436,109.805   MT  0.99992864   -0 57 02.3
 CU0929;SPC TXNC     - 6,848,566.01  1,430,803.59   sFT  0.99992864   -0 57 02.3
 CU0929;UTM  14      - 3,590,219.624   383,151.424   MT  0.99976837   -0 40 00.9
 CU0929
 CU0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0929!SPC TXNC     -   0.99988219  x   0.99992864  =   0.99981083
 CU0929!UTM  14      -   0.99988219  x   0.99976837  =   0.99965058
 CU0929
 CU0929:                Primary Azimuth Mark                     Grid Az
 CU0929:SPC TXNC     -  TRENT MUNICIPAL TANK                     066 53 34.2
 CU0929:UTM  14      -  TRENT MUNICIPAL TANK                     066 36 32.8
 CU0929
 CU0929|---------------------------------------------------------------------|
 CU0929| PID    Reference Object                     Distance      Geod. Az  |
 CU0929|                                                           dddmmss.s |
 CU0929| CU0916 TRENT MUNICIPAL TANK                APPROX.12.5 KM 0655631.9 |
 CU0929| CX7188 FENCE RM 1                           14.328 METERS 08203     |
 CU0929| CX7191 FENCE OLD MK                                       17323     |
 CU0929| CX7189 FENCE RM 2                           12.925 METERS 19505     |
 CU0929| CU0955 SWEETWATER MUNICIPAL APT BCN        APPROX.20.9 KM 2744356.9 |
 CU0929| CX7190 FENCE RM 3                            7.268 METERS 33033     |
 CU0929|---------------------------------------------------------------------|
 CU0929
 CU0929                          SUPERSEDED SURVEY CONTROL
 CU0929
 CU0929  NAD 83(1986)-  32 26 34.77197(N)    100 14 34.96782(W) AD(       ) 2
 CU0929  NAD 27      -  32 26 34.33700(N)    100 14 33.60200(W) AD(       ) 2
 CU0929  NGVD 29 (01/22/93)  777.4    (m)         2551.     (f) VERT ANG       
 CU0929
 CU0929.Superseded values are not recommended for survey control.
 CU0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0929.See file dsdata.txt to determine how the superseded data were derived.
 CU0929
 CU0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA8315190220(NAD 83)
 CU0929_MARKER: DS = TRIANGULATION STATION DISK
 CU0929_SETTING: 66 = SET IN ROCK OUTCROP
 CU0929_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CU0929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0929+STABILITY: POSITION/ELEVATION WELL
 CU0929
 CU0929  HISTORY     - Date     Condition        Report By
 CU0929  HISTORY     - 1935     MONUMENTED       CGS
 CU0929  HISTORY     - 1938     GOOD             TXHD
 CU0929  HISTORY     - 1955     GOOD             USGS
 CU0929  HISTORY     - 1958     GOOD             CGS
 CU0929  HISTORY     - 1970     GOOD             NGS
 CU0929
 CU0929                          STATION DESCRIPTION
 CU0929
 CU0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0929'STATION IS LOCATED ABOUT 10 MILES A LITTLE S OF E OF SWEETWATER,
 CU0929'ON A HIGH PROMINENT RIDGE ON THE HIGHEST GROUND IN THE VICINITY.
 CU0929'MARK IS FLUSH WITH GROUND.
 CU0929'
 CU0929'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 CU0929'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CU0929'
 CU0929'REFERENCE MARK NO. 1 IS E OF STATION, FLUSH WITH GROUND.
 CU0929'
 CU0929'REFERENCE MARK NO. 2 IS S OF STATION, FLUSH WITH GROUND.
 CU0929'
 CU0929'REFERENCE MARK NO. 3 IS NE OF STATION, FLUSH WITH GROUND.
 CU0929'
 CU0929'AN OLD 12-INCH CONCRETE MARK WITH A NAIL IN THE CENTER AND
 CU0929'LETTERED U.S.C. AND G.S. WAS RECOVERED 12.18 FEET S OF STATION.
 CU0929'
 CU0929'TO REACH THE STATION FROM RAILROAD AND STATE HIGHWAY 70 IN
 CU0929'SWEETWATER, GO S ON STATE HIGHWAY 70 FOR 2.8 MILES AND TURN
 CU0929'LEFT ON GRADED ROAD (AN ARROW AND SIGN LAKE SWEETWATER 6.3).
 CU0929'FOLLOW THIS ROAD S AND E FOR 4.75 MILES TO CROSSROADS, TURN
 CU0929'LEFT AND GO 1.0 MILE E TO JOGGED CROSSROADS, TURN RIGHT AND
 CU0929'GO 1.0 MILE S, TURN LEFT AND GO 1.0 MILE E, TURN RIGHT AND
 CU0929'GO 1.0 MILE S, TURN LEFT ON NARROW DIRT T-ROAD AND GO 1.0
 CU0929'MILE E AND PASS THROUGH WOODEN GATE, THENCE 0.6 MILE INTO
 CU0929'RANCH YARD, PASS TO RIGHT OF HOUSE AND THROUGH GATE TO E EDGE
 CU0929'OF YARD FOR 0.25 MILE, PASS THROUGH GATE AND GO 0.4 MILE,
 CU0929'PASS THROUGH GATE AND FOLLOW ROAD RIGHT FOR 0.25 MILE TO
 CU0929'RANCH OF CLAUD SWANN.  TAKE ROAD ON E SIDE OF HOUSE FOR
 CU0929'0.15 MILE N TO GATE, THEN FOLLOW PASTURE ROAD FOR 2.2
 CU0929'MILES TO GATE IN E-W FENCE, PASS THROUGH GATE AND DRIVE
 CU0929'NORTHERLY FOR 1.0 MILE THROUGH SMALL TREES TO TOP OF SMALL
 CU0929'HILL AND STATION.
 CU0929'
 CU0929'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CU0929
 CU0929                          STATION RECOVERY (1938)
 CU0929
 CU0929'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0929'DESCRIPTION IS SATISFACTORY.  NO ATTEMPT WAS MADE TO RECOVER
 CU0929'THE REFERENCE AND AZIMUTH MARKS.  STATION WAS FOUND IN GOOD
 CU0929'CONDITION.
 CU0929
 CU0929                          STATION RECOVERY (1955)
 CU0929
 CU0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CU0929'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32100-2, STATION 1003.
 CU0929'
 CU0929'RECOVERED BY USGS IN 1955.
 CU0929'
 CU0929'STATION MARK--STANDARD BRONZE DISK WEDGED IN DRILL HOLE IN
 CU0929'OUTCROPPING BEDROCK.
 CU0929
 CU0929                          STATION RECOVERY (1958)
 CU0929
 CU0929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0929'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU0929'CONDITION.
 CU0929'
 CU0929'DUE TO ROCKS AND BRUSH, THE LAST MILE OF THE DESCRIPTION IS
 CU0929'EASIER REACHED ON FOOT THAN BY TRUCK.  FOLLOWING IS ANEW
 CU0929'DESCRIPTION TO REACH THE END OF TRUCK TRAVEL.
 CU0929'
 CU0929'TO REACH FROM SWEETWATER, FROM THE JUNCTION OF U.S. HIGHWAYS
 CU0929'80 AND 84 AND STATE HIGHWAY 70, GO EAST ON U.S. 80 AND 84 FOR
 CU0929'3.6 MILES TO JUNCTION WITH FARM ROAD 1856 AT SIGN, LAKE SWEETWATER,
 CU0929'TURN RIGHT AND GO SOUTH ON FARM ROAD 1856 FOR 1.65 MILES TO
 CU0929'CROSSROADS, TURN LEFT AND GO EAST AND SOUTH FOR 1.1 MILES TO
 CU0929'FORKS, TAKE LEFT FORK AND GO SOUTHEAST AND EAST FOR 5.05 MILES
 CU0929'TO ANGLING CROSSROADS, TURN RIGHT AND GO SOUTH FOR 2.65 MILES
 CU0929'TO A PUMPING STATION ON THE RIGHT, CONTINUE SOUTH AND WEST
 CU0929'ON MAIN ROAD FOR 1.05 MILES TO FORKS NEAR TOP OF RIDGE, TAKE
 CU0929'RIGHT FORK OFF MAIN ROAD AND GO WESTERLY FOR 0.25 MILE TO A
 CU0929'GATE ABOUT 0.05 MILE SOUTH OF A WINDMILL.  FROM THIS POINT
 CU0929'THE STATION IS ABOUT 1.0 MILE NORTH-NORTHWEST.  IF NECESSARY
 CU0929'TO DRIVE TO STATION, PASS THROUGH GATE IN EAST-WEST FENCE
 CU0929'LINE ABOUT 0.1 MILE WEST OF WINDMILL AND PICK ROAD TO
 CU0929'STATION.  STATION BOYD IS ABOUT 2.0 MILES NORTH-NORTHWEST
 CU0929'OF THE WINDMILL.
 CU0929
 CU0929                          STATION RECOVERY (1970)
 CU0929
 CU0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WFF)
 CU0929'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CU0929'FOUND IN GOOD CONDITION.
 CU0929'
 CU0929'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 CU0929'
 CU0929'THERE IS A TRACK ROAD WHICH LEADS NORTH TO THE STATION FROM
 CU0929'THE WINDMILL MENTIONED IN THE FORMER DESCRIPTION.
 CU0929'
 CU0929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 CU0929'MILES ESE OF SWEETWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1624 ***********************************************************************
 FL1624  DESIGNATION -  FENCE
 FL1624  PID         -  FL1624
 FL1624  STATE/COUNTY-  TX/ROBERTS
 FL1624  USGS QUAD   -  SKELLYTOWN NE (1971)
 FL1624
 FL1624                         *CURRENT SURVEY CONTROL
 FL1624  ___________________________________________________________________
 FL1624* NAD 83(1993)-  35 39 34.57949(N)    101 01 32.20652(W)     ADJUSTED  
 FL1624* NAVD 88     -       994.     (meters)    3261.     (feet)  SCALED    
 FL1624  ___________________________________________________________________
 FL1624  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 FL1624  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FL1624
 FL1624  HORZ ORDER  -  SECOND
 FL1624
 FL1624.The horizontal coordinates were established by classical geodetic methods
 FL1624.and adjusted by the National Geodetic Survey in February 1996..
 FL1624
 FL1624.The orthometric height was scaled from a topographic map.
 FL1624
 FL1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1624
 FL1624.The geoid height was determined by GEOID03.
 FL1624
 FL1624;                    North         East     Units Scale Factor Converg.
 FL1624;SPC TX N     - 1,184,215.090   242,951.930   MT  0.99991974   +0 16 29.7
 FL1624;SPC TX N     - 3,885,212.34    797,084.79   sFT  0.99991974   +0 16 29.7
 FL1624;UTM  14      - 3,948,084.753   316,642.661   MT  1.00001431   -1 10 52.3
 FL1624
 FL1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1624!SPC TX N     -   0.99984814  x   0.99991974  =   0.99976790
 FL1624!UTM  14      -   0.99984814  x   1.00001431  =   0.99986245
 FL1624
 FL1624|---------------------------------------------------------------------|
 FL1624| PID    Reference Object                     Distance      Geod. Az  |
 FL1624|                                                           dddmmss.s |
 FL1624| CJ6331 FENCE RM 1                            6.434 METERS 01444     |
 FL1624| CJ6332 FENCE RM 2                            6.806 METERS 16807     |
 FL1624| CJ6330 FENCE AZ MK                                        1794008.4 |
 FL1624|---------------------------------------------------------------------|
 FL1624
 FL1624                          SUPERSEDED SURVEY CONTROL
 FL1624
 FL1624  NAD 83(1993)-  35 39 34.58051(N)    101 01 32.20530(W) AD(       ) 2
 FL1624  NAD 83(1986)-  35 39 34.58570(N)    101 01 32.19572(W) AD(       ) 2
 FL1624  NAD 27      -  35 39 34.43100(N)    101 01 30.65000(W) AD(       ) 2
 FL1624
 FL1624.Superseded values are not recommended for survey control.
 FL1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1624.See file dsdata.txt to determine how the superseded data were derived.
 FL1624
 FL1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1664348085(NAD 83)
 FL1624_MARKER: DS = TRIANGULATION STATION DISK
 FL1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1624
 FL1624  HISTORY     - Date     Condition        Report By
 FL1624  HISTORY     - 1951     MONUMENTED       CGS
 FL1624
 FL1624                          STATION DESCRIPTION
 FL1624
 FL1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1624'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF PAMPA, 0.15
 FL1624'MILE NORTH OF A DIRT ROAD, 0.15 MILE NORTH OF A CATTLE
 FL1624'GUARD, 4 FEET WEST OF A FENCE LINE, 4 FEET WEST OF A WITNESS
 FL1624'POST, AND IN PASTURE LAND.
 FL1624'
 FL1624'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND
 FL1624'152 AT THE NORTHWEST END OF PAMPA.  GO WEST ON STATE HIGHWAY
 FL1624'152 FOR 1.5 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH ON A
 FL1624'DIRT ROAD FOR 7.0 MILES TO A CROSSROAD AND A FARM HOUSE ON THE
 FL1624'LEFT, TURN LEFT AND GO WEST AND NORTH ON DIRT ROAD FOR 2.2
 FL1624'MILES TO A CATTLE GUARD,* PASS THROUGH THE CATTLE GUARD AND
 FL1624'TURN RIGHT FOLLOWING THE FENCE LINE NORTH FOR 0.15 MILE TO THE
 FL1624'STATION SITE.  *TO REACH THE AZIMUTH MARK FROM THE CATTLE
 FL1624'GUARD.  GO SOUTH ALONG THE FENCE LINE FOR 0.4 MILE TO THE
 FL1624'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FL1624'
 FL1624'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL1624'POSTS.
 FL1624'
 FL1624'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 FL1624'FENCE 1951.
 FL1624'
 FL1624'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCE LINE.  THE
 FL1624'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED FENCE NO 1
 FL1624'1951.
 FL1624'
 FL1624'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF A FENCE LINE.  THE
 FL1624'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED FENCE NO 2 1951.
 FL1624'
 FL1624'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF A CATTLE GUARD AND A DIRT
 FL1624'ROAD, 2 FEET NORTHWEST OF A WITNESS POST, AND 2 FEET WEST OF A
 FL1624'FENCE LINE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 FL1624'STAMPED FENCE 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0967 ***********************************************************************
 CB0967  DESIGNATION -  FENCE RESET
 CB0967  PID         -  CB0967
 CB0967  STATE/COUNTY-  TX/REAGAN
 CB0967  USGS QUAD   -  STILES NW (1970)
 CB0967
 CB0967                         *CURRENT SURVEY CONTROL
 CB0967  ___________________________________________________________________
 CB0967* NAD 83(1993)-  31 24 05.18546(N)    101 45 00.94953(W)     ADJUSTED  
 CB0967* NAVD 88     -       816.6    (meters)    2679.     (feet)  VERTCON   
 CB0967  ___________________________________________________________________
 CB0967  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CB0967  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CB0967
 CB0967  HORZ ORDER  -  FIRST
 CB0967
 CB0967.The horizontal coordinates were established by classical geodetic methods
 CB0967.and adjusted by the National Geodetic Survey in February 1996..
 CB0967
 CB0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0967
 CB0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0967
 CB0967.The geoid height was determined by GEOID03.
 CB0967
 CB0967;                    North         East     Units Scale Factor Converg.
 CB0967;SPC TX C     - 3,193,168.673   565,263.619   MT  0.99990603   -0 43 47.3
 CB0967;SPC TX C     -10,476,254.22  1,854,535.72   sFT  0.99990603   -0 43 47.3
 CB0967;UTM  14      - 3,477,364.590   238,503.246   MT  1.00044350   -1 26 01.6
 CB0967
 CB0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0967!SPC TX C     -   0.99987558  x   0.99990603  =   0.99978163
 CB0967!UTM  14      -   0.99987558  x   1.00044350  =   1.00031903
 CB0967
 CB0967|---------------------------------------------------------------------|
 CB0967| PID    Reference Object                     Distance      Geod. Az  |
 CB0967|                                                           dddmmss.s |
 CB0967| CH9343 FENCE RM 1                           15.650 METERS 07733     |
 CB0967| CB0968 BEST MUNICIPAL TANK                 APPROX.23.9 KM 1482759.1 |
 CB0967| CB0971 TEXTON MUNICIPAL TANK               APPROX.22.6 KM 1593504.4 |
 CB0967| CH9344 FENCE RM 2 AZIMUTH                                 16433     |
 CB0967|---------------------------------------------------------------------|
 CB0967
 CB0967                          SUPERSEDED SURVEY CONTROL
 CB0967
 CB0967  NAD 83(1986)-  31 24 05.19418(N)    101 45 00.93455(W) AD(       ) 1
 CB0967  NAD 27      -  31 24 04.66700(N)    101 44 59.49300(W) AD(       ) 1
 CB0967  NGVD 29 (07/19/86)  816.3    (m)         2678.     (f) VERT ANG       
 CB0967
 CB0967.Superseded values are not recommended for survey control.
 CB0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0967.See file dsdata.txt to determine how the superseded data were derived.
 CB0967
 CB0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV3850377365(NAD 83)
 CB0967_MARKER: DS = TRIANGULATION STATION DISK
 CB0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0967
 CB0967  HISTORY     - Date     Condition        Report By
 CB0967  HISTORY     - 1932     MONUMENTED       USGS
 CB0967  HISTORY     - 1946     GOOD             LOCSUR
 CB0967  HISTORY     - 1969     GOOD             USGS
 CB0967
 CB0967                          STATION DESCRIPTION
 CB0967
 CB0967'DESCRIBED BY US GEOLOGICAL SURVEY 1932 (CIA)
 CB0967'ELEVEN MILES W AND 1.5 MILES N OF STILES, IN SECTION 16, BLOCK
 CB0967'H, 1.5 MILES E OF THE COUNTY LINE, 1 METER (3 FEET) W OF THE E
 CB0967'BOUNDARY TO THE SECTION, ON HIGH GROUND, THE OWNER OF WHICH IS
 CB0967'UNKNOWN.  THE ROCK IN WHICH THE U.S.G.S. MARK WAS CEMENTED WAS
 CB0967'SMALL AND LOOSE, AND THE STATION WAS THEREFORE RE-MARKED.
 CB0967'
 CB0967'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CB0967'DISKS SET IN CONCRETE, AS DESCRIBED.
 CB0967'
 CB0967'REFERENCE MARK NO. 1 IS IN A MESQUITE PASTURE, 15.65 METERS
 CB0967'(51.3 FEET) FROM STATION, N 77 DEG 33 MIN E.
 CB0967'
 CB0967'REFERENCE MARK NO. 2 IS 1 FOOT W OF SECTION BOUNDARY FENCE, 20
 CB0967'FEET N OF A 2-INCH IRON PIPE IN FENCE LINE (PROBABLY A SECTION
 CB0967'CORNER), AND 0.3 MILE FROM STATION S 15 DEG 27 MIN E.
 CB0967'
 CB0967'OTHER BEARINGS FROM STATION ARE--BEST, MUNICIPAL WATER TANK,
 CB0967'S 31 DEG 32 MIN E.  TEXON, MUNICIPAL WATER TANK, S 20 DEG 25 MIN E.
 CB0967'2-INCH IRON PIPE, 0.3 MILE DISTANT, S 15 DEG 29 MIN E.
 CB0967'
 CB0967'TO REACH THE STATION FROM STILES, GO W AND N 0.5 MILE TO A CATTLE
 CB0967'GUARD TO W OFF MAIN ROAD.  TURN W OVER GUARD AND GO ABOUT 100
 CB0967'YARDS TO FORK.  TAKE LEFT FORK FOR 0.3 MILE TO ANOTHER FORK.
 CB0967'TAKE RIGHT FORK FOR 1.8 MILES TO A GATE.  GO THROUGH GATE AND
 CB0967'TAKE RIGHT FORK FOR 0.25 MILE TO FORK.  TAKE LEFT FORK FOR 0.7
 CB0967'MILE AND THERE TAKE LEFT FORK AGAIN.  AT 0.15 MILE IS A CROSS
 CB0967'ROAD.  KEEP STRAIGHT AHEAD FOR 1.0 MILE TO GATE.  GO THROUGH
 CB0967'GATE 0.5 MILE TO FORK.  TAKE RIGHT FORK 0.5 MILE.  THEN RIGHT
 CB0967'FORK FOR 1.3 MILES TO SIDE ROAD TO S.  KEEP STRAIGHT AHEAD HERE
 CB0967'AND GO 0.1 MILE TO GATE, THROUGH GATE AND ALONG S SIDE OF
 CB0967'WHITE HOUSE 0.2 MILE TO FORK.  TAKE LEFT FORK AND GO 0.8 MILE TO
 CB0967'ANOTHER GATE.  GO THROUGH GATE, TAKING RIGHT-HAND FORK JUST
 CB0967'BEYOND IT AND GO 1.25 MILES TO SEVERAL FORKS AT FENCE
 CB0967'CORNER.  HERE TAKE RIGHT FORK ALONG N SIDE OF FENCE TOWARD
 CB0967'WINDMILL, AND GO 0.4 MILE TO GATE TO N ON E SIDE OF CORRAL
 CB0967'AND WINDMILL.  GO THROUGH GATE AND FOLLOW ROAD 0.75 MILE TO
 CB0967'FORK.  TAKE LEFT FORK AND GO 1.25 MILES TO GATE THROUGH N-S
 CB0967'FENCE, TURNING S ON E SIDE OF FENCE AND GOING 0.8 MILE TO
 CB0967'GATE AT SECTION CORNER.  GO THROUGH GATE AND CONTINUE S ALONG
 CB0967'FENCE 0.7 MILE TO STATION ON W SIDE OF FENCE.
 CB0967
 CB0967                          STATION RECOVERY (1946)
 CB0967
 CB0967'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 (DDG)
 CB0967'RECOVERED BY GENERAL GEOPHYSICAL CO.
 CB0967'
 CB0967'DESCRIPTION ADEQUATE.  BOTH REFERENCE MARKS ARE IN GOOD
 CB0967'CONDITION.
 CB0967
 CB0967                          STATION RECOVERY (1969)
 CB0967
 CB0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CB0967'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0967'
 CB0967'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 67 AND STATE
 CB0967'HIGHWAY 349, IN RANKIN, TEXAS, PROCEED N. ON STATE HIGHWAY 349 6.8
 CB0967'MI. TO RANCH ROAD 1555, TAKE RANCH ROAD 1555 E. 11.2 MI. TO RANCH
 CB0967'ROAD 2594, TURN LEFT AND TAKE RANCH ROAD 2594 N. 3.0 MI. TO A SIDE
 CB0967'RD. E., TURN RIGHT AND GO 4.1 MI. TO A Y-RD., TAKE RIGHT FORK 0.1
 CB0967'MI. TO WINDMILL AND GATE, GO THROUGH GATE AND IN A SOUTHERLY
 CB0967'DIRECTION GO 0.8 MI. TO STATION SITE.
 CB0967'
 CB0967'STATION MARK--STANDARD USC AND GS BRONZE DISK, SET IN CONCRETE, AND
 CB0967'STAMPED ---FENCE 1932 USGS---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1019 ***********************************************************************
 CU1019  DESIGNATION -  FENTON
 CU1019  PID         -  CU1019
 CU1019  STATE/COUNTY-  TX/SCURRY
 CU1019  USGS QUAD   -  DUNN (1979)
 CU1019
 CU1019                         *CURRENT SURVEY CONTROL
 CU1019  ___________________________________________________________________
 CU1019* NAD 83(1993)-  32 36 28.75468(N)    100 52 37.35096(W)     ADJUSTED  
 CU1019* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 CU1019  ___________________________________________________________________
 CU1019  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 CU1019  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CU1019
 CU1019  HORZ ORDER  -  SECOND
 CU1019
 CU1019.The horizontal coordinates were established by classical geodetic methods
 CU1019.and adjusted by the National Geodetic Survey in February 1996..
 CU1019
 CU1019.The orthometric height was scaled from a topographic map.
 CU1019
 CU1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1019
 CU1019.The geoid height was determined by GEOID03.
 CU1019
 CU1019;                    North         East     Units Scale Factor Converg.
 CU1019;SPC TXNC     - 2,106,907.265   376,921.452   MT  0.99990240   -1 17 47.1
 CU1019;SPC TXNC     - 6,912,411.59  1,236,616.46   sFT  0.99990240   -1 17 47.1
 CU1019;UTM  14      - 3,609,384.819   323,869.950   MT  0.99998254   -1 00 42.4
 CU1019
 CU1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1019!SPC TXNC     -   0.99989364  x   0.99990240  =   0.99979605
 CU1019!UTM  14      -   0.99989364  x   0.99998254  =   0.99987618
 CU1019
 CU1019|---------------------------------------------------------------------|
 CU1019| PID    Reference Object                     Distance      Geod. Az  |
 CU1019|                                                           dddmmss.s |
 CU1019| CX7193 FENTON RM 1                          20.161 METERS 02909     |
 CU1019| CU1018 LEWIS USGS 1968                      14.380 METERS 13226     |
 CU1019| CX7192 FENTON AZ MK                                       2314425.9 |
 CU1019| CU1027 SNYDER SW MUN TANK                  APPROX.12.1 KM 3300602.7 |
 CU1019| CU1025 SNYDER S MUN TANK                   APPROX.12.3 KM 3373623.0 |
 CU1019| CU1024 SNYDER N MUN TANK                   APPROX.14.9 KM 3451008.5 |
 CU1019| CU1021 SNYDER E MUN TANK                   APPROX.12.3 KM 3520240.8 |
 CU1019|---------------------------------------------------------------------|
 CU1019
 CU1019                          SUPERSEDED SURVEY CONTROL
 CU1019
 CU1019  NAD 83(1986)-  32 36 28.75980(N)    100 52 37.34194(W) AD(       ) 2
 CU1019  NAD 27      -  32 36 28.35662(N)    100 52 35.92268(W) AD(       ) 2
 CU1019
 CU1019.Superseded values are not recommended for survey control.
 CU1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1019.See file dsdata.txt to determine how the superseded data were derived.
 CU1019
 CU1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB2387009385(NAD 83)
 CU1019_MARKER: DS = TRIANGULATION STATION DISK
 CU1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1019_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1019
 CU1019  HISTORY     - Date     Condition        Report By
 CU1019  HISTORY     - 1968     MONUMENTED       CGS
 CU1019
 CU1019                          STATION DESCRIPTION
 CU1019
 CU1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1019'STATION IS LOCATED ABOUT 8.0 MILES SOUTH-SOUTHEAST OF SNYDER, 7.0
 CU1019'MILES WEST-SOUTHWEST OF HERMLEIGH, 3-3/4 MILES NORTH-NORTHEAST OF
 CU1019'THE VILLAGE OF DUNN, 3/4 MILE EAST OF STATE HIGHWAY 208 AND ON
 CU1019'PROPERTY OWNED BY MR. LYNN FENTON WHO OWNS THE FENTONS DAD AND LAD
 CU1019'STORE IN SNYDER.
 CU1019'
 CU1019'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 180 AND BUSINESS 84
 CU1019'AND STATE HIGHWAY 208, WHICH IS ABOUT 3.0 MILES EAST OF THE
 CU1019'COURTHOUSE SQUARE IN SNYDER, GO SOUTH ON STATE HIGHWAY 208 FOR 3.8
 CU1019'MILES TO A PAVED ROAD LEFT, CONTINUE SOUTH ON THE HIGHWAY FOR 2.7
 CU1019'MILES TO A BOARD GATE ON THE LEFT.  (TO REACH THE AZIMUTH
 CU1019'MARK, CONTINUE SOUTH ON THE HIGHWAY FOR 0.4 MILE TO A CROSSROAD
 CU1019'AND THE AZIMUTH MARK AS DESCRIBED.) TURN LEFT, PASS THROUGH THE
 CU1019'GATE AND GO EAST ON A TRACK ROAD FOR 0.1 MILE TO A WIRE GATE ON
 CU1019'THE RIGHT, BEAR RIGHT, PASSING THROUGH THE GATE AND CONTINUE
 CU1019'EAST, AROUND THE SOUTH SIDE OF A CORRAL, ON THE TRACK
 CU1019'ROAD FOR 0.1 MILE TO A FORK, KEEP LEFT FOR 0.05 MILE TO A FORK,
 CU1019'TAKE THE RIGHT FORK FOR 0.25 MILE TO A CROSSROAD, TURN RIGHT AND
 CU1019'FOLLOW TRACK ROAD SOUTHEAST FOR 0.1 MILE THENCE BEAR LEFT AND
 CU1019'FOLLOW TRACK ROAD EASTERLY FOR 0.05 MILE TO THE STATION.
 CU1019'
 CU1019'STATION MARK IS A STANDARD DISK, STAMPED FENTON 1968, SET IN THE
 CU1019'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.  IT
 CU1019'IS 64.8 FEET WEST OF A NORTH-SOUTH FENCE.
 CU1019'
 CU1019'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FENTON NO 1 1968, SET
 CU1019'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 6
 CU1019'INCHES.  IT IS 32.8 FEET WEST OF THE FENCE AND ABOUT THE SAME
 CU1019'ELEVATION AS THE STATION.
 CU1019'
 CU1019'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 CU1019'STAMPED LEWIS 1947, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 CU1019'PROJECTS ABOUT 6 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 CU1019'STATION.
 CU1019'
 CU1019'AZIMUTH MARK IS A STANDARD DISK, STAMPED FENTON 1968, CEMENTED
 CU1019'IN A DRILL HOLE IN THE CENTER OF THE EAST HEADWALL OF A CONCRETE
 CU1019'CULVERT WHICH IS ON STATE HIGHWAY 208.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1058 ***********************************************************************
 AE1058  DESIGNATION -  FEORO
 AE1058  PID         -  AE1058
 AE1058  STATE/COUNTY-  TX/ZAPATA
 AE1058  USGS QUAD   -  ZAPATA (1979)
 AE1058
 AE1058                         *CURRENT SURVEY CONTROL
 AE1058  ___________________________________________________________________
 AE1058* NAD 83(1993)-  26 58 32.56509(N)    099 21 29.51166(W)     ADJUSTED  
 AE1058* NAVD 88     -       138.894  (meters)     455.69   (feet)  ADJUSTED  
 AE1058  ___________________________________________________________________
 AE1058  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AE1058  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AE1058  DYNAMIC HT  -         138.671 (meters)     454.96  (feet)  COMP
 AE1058  MODELED GRAV-     979,041.1   (mgal)                       NAVD 88
 AE1058
 AE1058  HORZ ORDER  -  FIRST
 AE1058  VERT ORDER  -  FIRST     CLASS II
 AE1058
 AE1058.The horizontal coordinates were established by classical geodetic methods
 AE1058.and adjusted by the National Geodetic Survey in February 1996..
 AE1058
 AE1058.The orthometric height was determined by differential leveling
 AE1058.and adjusted by the National Geodetic Survey in June 1991..
 AE1058
 AE1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1058
 AE1058.The geoid height was determined by GEOID03.
 AE1058
 AE1058.The dynamic height is computed by dividing the NAVD 88
 AE1058.geopotential number by the normal gravity value computed on the
 AE1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1058.degrees latitude (g = 980.6199 gals.).
 AE1058
 AE1058.The modeled gravity was interpolated from observed gravity values.
 AE1058
 AE1058;                    North         East     Units Scale Factor Converg.
 AE1058;SPC TX S     - 5,145,320.722   214,811.003   MT  0.99989489   -0 23 22.7
 AE1058;SPC TX S     -16,880,939.74    704,759.10   sFT  0.99989489   -0 23 22.7
 AE1058;UTM  14      - 2,983,795.589   464,453.580   MT  0.99961560   -0 09 44.9
 AE1058
 AE1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1058!SPC TX S     -   0.99998181  x   0.99989489  =   0.99987671
 AE1058!UTM  14      -   0.99998181  x   0.99961560  =   0.99959742
 AE1058
 AE1058:                Primary Azimuth Mark                     Grid Az
 AE1058:SPC TX S     -  ZAPATA POST OFFICE FLAGPOLE              158 24 39.1
 AE1058:UTM  14      -  ZAPATA POST OFFICE FLAGPOLE              158 11 01.3
 AE1058
 AE1058|---------------------------------------------------------------------|
 AE1058| PID    Reference Object                     Distance      Geod. Az  |
 AE1058|                                                           dddmmss.s |
 AE1058| AE1653 ZAPATA POST OFFICE FLAGPOLE         APPROX.12.0 KM 1580116.4 |
 AE1058| CV3175 FEORA RM                             12.440 METERS 15926     |
 AE1058| AJ1401 SAN YGNACIO WHITE CH SPIRE          APPROX.11.2 KM 3124300.1 |
 AE1058| AJ1400 YGNACIO                             APPROX. 9.5 KM 3443455.0 |
 AE1058|---------------------------------------------------------------------|
 AE1058
 AE1058                          SUPERSEDED SURVEY CONTROL
 AE1058
 AE1058  NAD 83(1986)-  26 58 32.55904(N)    099 21 29.47338(W) AD(       ) 1
 AE1058  NAD 27      -  26 58 31.43300(N)    099 21 28.33400(W) AD(       ) 1
 AE1058  NGVD 29 (??/??/92)  138.955  (m)          455.89   (f) ADJ UNCH    1 2
 AE1058
 AE1058.Superseded values are not recommended for survey control.
 AE1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1058.See file dsdata.txt to determine how the superseded data were derived.
 AE1058
 AE1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ6445483796(NAD 83)
 AE1058_MARKER: DS = TRIANGULATION STATION DISK
 AE1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1058_STAMPING: FEORO 1917 ELEV 455.934 FT
 AE1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1058+STABILITY: SURFACE MOTION
 AE1058
 AE1058  HISTORY     - Date     Condition        Report By
 AE1058  HISTORY     - 1917     MONUMENTED       CGS
 AE1058  HISTORY     - 1927     GOOD             CGS
 AE1058  HISTORY     - 1934     GOOD             LOCSUR
 AE1058  HISTORY     - 1942     GOOD             LOCSUR
 AE1058  HISTORY     - 1956     GOOD             NGS
 AE1058  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1058
 AE1058                          STATION DESCRIPTION
 AE1058
 AE1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1058'STATION IS ON THE HIGHEST POINT OF A FLAT-TOP RIDGE, 8 MILES
 AE1058'NNW OF ZAPATA, AND 30 METERS (98 FEET) S OF THE MILITARY
 AE1058'ROAD.
 AE1058'
 AE1058'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AE1058'IN BLOCKS OF CONCRETE.
 AE1058'
 AE1058'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1058'
 AE1058'REFERENCE MARK IS 12.440 METERS (40.81 FEET) FROM STATION,
 AE1058'S 20 DEG 34 MIN E.
 AE1058
 AE1058                          STATION RECOVERY (1927)
 AE1058
 AE1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 AE1058'STATION WAS RECOVERED AS DESCRIBED, AND SURFACE
 AE1058'MARK STAMPED FEORO 1917 ELEV. 455.80 FT.  REFERENCE MARK
 AE1058'ALSO RECOVERED AND STAMPED FEORO 1917 ELEV. 455.78 FT.  THEY
 AE1058'CORRESPOND TO B.M.S H 62 AND I 62.
 AE1058'
 AE1058'STANDARD ELEVATIONS FOR THESE MARKS ARE H 62, 455.934 FEET
 AE1058'AND I 62 455.908 FEET.
 AE1058
 AE1058                          STATION RECOVERY (1934)
 AE1058
 AE1058'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 AE1058'RECOVERED BY UNITED GAS PUBLIC SERVICE COMPANY, MAPPING DEPT.
 AE1058'
 AE1058'BOTH MARKS FOUND IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 AE1058
 AE1058                          STATION RECOVERY (1942)
 AE1058
 AE1058'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 AE1058'RECOVERED BY GEOPHYSICAL SURVEYS
 AE1058'
 AE1058'STATION RECOVERED IN GOOD CONDITION.
 AE1058
 AE1058                          STATION RECOVERY (1956)
 AE1058
 AE1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 AE1058'7.0 MI SE FROM SAN YGNACIO.
 AE1058'0.2 MILE EAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE CATHOLIC
 AE1058'CHURCH AT SAN YGNACIO, THENCE 6.8 MILES SOUTHEAST ALONG U.S. HIGHWAY
 AE1058'83, AT THE TOP OF A FLAT RIDGE, 271 FEET NORTHEAST OF THE CENTER LINE
 AE1058'OF THE HIGHWAY, 178 FEET NORTHEAST OF A TELEPHONE POLE, 177 FEET
 AE1058'NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AE1058'0.1 FOOT ABOVE THE GROUND.
 AE1058
 AE1058                          STATION RECOVERY (1981)
 AE1058
 AE1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1058'MARK NOT RECOVERED THIS DATE, NOT SEARCHED FOR, HORIZONTAL
 AE1058'DESCRIPTION NOT AVAILABLE TO THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1057 ***********************************************************************
 AE1057  DESIGNATION -  FEORO RM 1
 AE1057  PID         -  AE1057
 AE1057  STATE/COUNTY-  TX/ZAPATA
 AE1057  USGS QUAD   -  ZAPATA (1979)
 AE1057
 AE1057                         *CURRENT SURVEY CONTROL
 AE1057  ___________________________________________________________________
 AE1057* NAD 83(1986)-  26 58 33.     (N)    099 21 28.     (W)     SCALED    
 AE1057* NAVD 88     -       138.889  (meters)     455.67   (feet)  ADJUSTED  
 AE1057  ___________________________________________________________________
 AE1057  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AE1057  DYNAMIC HT  -         138.667 (meters)     454.94  (feet)  COMP
 AE1057  MODELED GRAV-     979,041.1   (mgal)                       NAVD 88
 AE1057
 AE1057  VERT ORDER  -  FIRST     CLASS II
 AE1057
 AE1057.The horizontal coordinates were scaled from a topographic map and have
 AE1057.an estimated accuracy of +/- 6 seconds.
 AE1057
 AE1057.The orthometric height was determined by differential leveling
 AE1057.and adjusted by the National Geodetic Survey in June 1991..
 AE1057
 AE1057.The geoid height was determined by GEOID03.
 AE1057
 AE1057.The dynamic height is computed by dividing the NAVD 88
 AE1057.geopotential number by the normal gravity value computed on the
 AE1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1057.degrees latitude (g = 980.6199 gals.).
 AE1057
 AE1057.The modeled gravity was interpolated from observed gravity values.
 AE1057
 AE1057;                    North         East    Units  Estimated Accuracy
 AE1057;SPC TX S     - 5,145,330.      214,850.      MT  (+/- 180 meters Scaled)
 AE1057
 AE1057                          SUPERSEDED SURVEY CONTROL
 AE1057
 AE1057  NGVD 29 (??/??/92)  138.950  (m)          455.87   (f) ADJ UNCH    1 2
 AE1057
 AE1057.Superseded values are not recommended for survey control.
 AE1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1057.See file dsdata.txt to determine how the superseded data were derived.
 AE1057
 AE1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ644838(NAD 83)
 AE1057_MARKER: DR = REFERENCE MARK DISK
 AE1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1057+STABILITY: SURFACE MOTION
 AE1057
 AE1057  HISTORY     - Date     Condition        Report By
 AE1057  HISTORY     - UNK      MONUMENTED       CGS
 AE1057  HISTORY     - 1956     GOOD             NGS
 AE1057  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1057
 AE1057                          STATION DESCRIPTION
 AE1057
 AE1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1057'7.0 MI SE FROM SAN YGNACIO.
 AE1057'0.2 MILE EAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE CATHOLIC
 AE1057'CHURCH AT SAN YGNACIO, THENCE 6.8 MILES SOUTHEAST ALONG U.S. HIGHWAY
 AE1057'83, ON TOP OF A FLAT RIDGE, 268 FEET NORTHEAST OF THE CENTER LINE OF
 AE1057'THE HIGHWAY, 40.7 FEET SOUTHWEST OF TRIANGULATION STATION H 62 =
 AE1057'FEORO, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 AE1057'THE GROUND.
 AE1057
 AE1057                          STATION RECOVERY (1981)
 AE1057
 AE1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1057'MARK NOT RECOVERED AND NOT SEARCHED FOR THIS DATE, HORIZONTAL
 AE1057'DESCRIPTION NOT AVAILABLE TO THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2683 ***********************************************************************
 BY2683  DESIGNATION -  FERN LAKE LOOKOUT TOWER
 BY2683  PID         -  BY2683
 BY2683  STATE/COUNTY-  TX/NACOGDOCHES
 BY2683  USGS QUAD   -  NACOGDOCHES SOUTH (1983)
 BY2683
 BY2683                         *CURRENT SURVEY CONTROL
 BY2683  ___________________________________________________________________
 BY2683* NAD 83(1993)-  31 32 30.69751(N)    094 42 20.37067(W)     ADJUSTED  
 BY2683* NAVD 88     -                                                        
 BY2683  ___________________________________________________________________
 BY2683  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BY2683  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BY2683
 BY2683  HORZ ORDER  -  THIRD
 BY2683
 BY2683.The horizontal coordinates were established by classical geodetic methods
 BY2683.and adjusted by the National Geodetic Survey in February 1996..
 BY2683
 BY2683
 BY2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2683
 BY2683.The geoid height was determined by GEOID03.
 BY2683
 BY2683;                    North         East     Units Scale Factor Converg.
 BY2683;SPC TX C     - 3,221,392.501 1,234,136.430   MT  0.99992610   +2 53 54.9
 BY2683;SPC TX C     -10,568,851.90  4,048,995.94   sFT  0.99992610   +2 53 54.9
 BY2683;UTM  15      - 3,490,917.192   338,084.597   MT  0.99992336   -0 53 32.9
 BY2683
 BY2683                          SUPERSEDED SURVEY CONTROL
 BY2683
 BY2683  NAD 83(1986)-  31 32 30.71183(N)    094 42 20.35671(W) AD(       ) 4
 BY2683  NAD 27      -  31 32 30.05500(N)    094 42 19.60700(W) AD(       ) 3
 BY2683
 BY2683.Superseded values are not recommended for survey control.
 BY2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2683.See file dsdata.txt to determine how the superseded data were derived.
 BY2683
 BY2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3808590917(NAD 83)
 BY2683_MARKER: 57 = LOOKOUT TOWER
 BY2683
 BY2683  HISTORY     - Date     Condition        Report By
 BY2683  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2683  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2683
 BY2683                          STATION DESCRIPTION
 BY2683
 BY2683'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2683'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF
 BY2683'NACOGDOCHES.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A CAB
 BY2683'ON THE TOP.  THE OVERALL HEIGHT IS 110 FEET.  THE POINT OBSERVED
 BY2683'UPON WAS THE APEX OF THE ROOF.
 BY2683'
 BY2683'TO REACH THE STATION FROM THE STOPLIGHT 1 BLOCK WEST OF THE
 BY2683'NORTHWEST CORNER OF THE SQUARE IN NACOGDOCHES, GO SOUTH ON
 BY2683'U.S. HIGHWAY 59 FOR 5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 BY2683'GO 100 YARDS TO A FORKS, TAKE RIGHT FORK AND GO 0.7 MILE TO A
 BY2683'FORKS.  TAKE LEFT FORK AND GO 0.2 MILE TO A FORKS, TAKE RIGHT
 BY2683'FORK AND GO 0.2 MILE TO THE LOOKOUT TOWER ON THE RIGHT.
 BY2683
 BY2683                          STATION RECOVERY (1998)
 BY2683
 BY2683'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0591 ***********************************************************************
 AO0591  DESIGNATION -  FERRELL
 AO0591  PID         -  AO0591
 AO0591  STATE/COUNTY-  TX/LIVE OAK
 AO0591  USGS QUAD   -  MIDWAY (1963)
 AO0591
 AO0591                         *CURRENT SURVEY CONTROL
 AO0591  ___________________________________________________________________
 AO0591* NAD 83(1993)-  28 06 59.83015(N)    098 06 11.16003(W)     ADJUSTED  
 AO0591* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 AO0591  ___________________________________________________________________
 AO0591  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AO0591  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AO0591
 AO0591  HORZ ORDER  -  SECOND
 AO0591
 AO0591.The horizontal coordinates were established by classical geodetic methods
 AO0591.and adjusted by the National Geodetic Survey in February 1996..
 AO0591
 AO0591.The orthometric height was scaled from a topographic map.
 AO0591
 AO0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0591
 AO0591.The geoid height was determined by GEOID03.
 AO0591
 AO0591;                    North         East     Units Scale Factor Converg.
 AO0591;SPC TXSC     - 4,031,735.945   688,132.423   MT  1.00008723   +0 26 21.8
 AO0591;SPC TXSC     -13,227,453.68  2,257,647.79   sFT  1.00008723   +0 26 21.8
 AO0591;SPC TX S     - 5,271,513.287   339,000.925   MT  1.00008398   +0 10 48.7
 AO0591;SPC TX S     -17,294,956.51  1,112,205.53   sFT  1.00008398   +0 10 48.7
 AO0591;UTM  14      - 3,110,445.971   588,092.363   MT  0.99969578   +0 25 21.7
 AO0591
 AO0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0591!SPC TXSC     -   0.99998828  x   1.00008723  =   1.00007551
 AO0591!SPC TX S     -   0.99998828  x   1.00008398  =   1.00007226
 AO0591!UTM  14      -   0.99998828  x   0.99969578  =   0.99968406
 AO0591
 AO0591:                Primary Azimuth Mark                     Grid Az
 AO0591:SPC TXSC     -  FERRELL AZ MK                            008 42 43.2
 AO0591:SPC TX S     -  FERRELL AZ MK                            008 58 16.3
 AO0591:UTM  14      -  FERRELL AZ MK                            008 43 43.3
 AO0591
 AO0591|---------------------------------------------------------------------|
 AO0591| PID    Reference Object                     Distance      Geod. Az  |
 AO0591|                                                           dddmmss.s |
 AO0591| CV3964 FERRELL AZ MK                                      0090905.0 |
 AO0591| CV3965 FERRELL RM 1                         15.255 METERS 13245     |
 AO0591| CV3966 FERRELL RM 2                         17.368 METERS 21851     |
 AO0591|---------------------------------------------------------------------|
 AO0591
 AO0591                          SUPERSEDED SURVEY CONTROL
 AO0591
 AO0591  NAD 83(1986)-  28 06 59.83655(N)    098 06 11.13893(W) AD(       ) 2
 AO0591  NAD 27      -  28 06 58.80000(N)    098 06 10.12700(W) AD(       ) 2
 AO0591
 AO0591.Superseded values are not recommended for survey control.
 AO0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0591.See file dsdata.txt to determine how the superseded data were derived.
 AO0591
 AO0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8809210446(NAD 83)
 AO0591_MARKER: DS = TRIANGULATION STATION DISK
 AO0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0591
 AO0591  HISTORY     - Date     Condition        Report By
 AO0591  HISTORY     - 1953     MONUMENTED       CGS
 AO0591  HISTORY     - 1963     GOOD             CGS
 AO0591  HISTORY     - 1985     GOOD             TXHD
 AO0591
 AO0591                          STATION DESCRIPTION
 AO0591
 AO0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0591'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF GEORGE WEST,
 AO0591'ABOUT 4 MILES NORTH OF THE LIVE OAK-JIM WELLS COUNTY LINE,
 AO0591'ABOUT 0.15 MILE WEST OF U.S. HIGHWAY 281 AND ON THE HIGHEST
 AO0591'POINT OF A MESQUITE COVERED HILL.
 AO0591'
 AO0591'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 AO0591'STATE HIGHWAY 202 IN GEORGE WEST, GO SOUTH ON U.S. HIGHWAY 281
 AO0591'FOR 13.6 MILES TO A SIDE ROAD RIGHT, WEST, TO ANNA ROSE,
 AO0591'CONTINUE SOUTH ON U.S. HIGHWAY 281 FOR 0.85 MILE TO AZIMUTH MARK
 AO0591'ON THE LEFT, EAST, SIDE OF THE HIGHWAY, CONTINUE SOUTH ON U.S.
 AO0591'HIGHWAY 281 FOR 0.45 MILE TO A BOARD GATE ON THE RIGHT, WEST,
 AO0591'SIDE OF THE HIGHWAY (THIS IS 0.1 MILE NORTH OF A ROAD SIDE PARK
 AO0591'ON TOP OF THE GRADE), TURN RIGHT, WEST, THROUGH THE GATE AND
 AO0591'GO SOUTHWEST FOR 0.25 MILE PAST AN OLD CALICHE PIT TO THE
 AO0591'STATION ON THE HIGHEST POINT OF THE HILL.
 AO0591'
 AO0591'THE STATION MARK IS STAMPED FERRELL 1953 AND PROJECTS 3 INCHES.
 AO0591'THE MARK IS 150 PACES WEST AND UPHILL FROM A FENCE CORNER AND
 AO0591'7 FEET SOUTHWEST OF A WHITE WITNESS POST.
 AO0591'
 AO0591'REFERENCE MARK NO. 1 IS STAMPED FERRELL NO 1 1953 AND PROJECTS
 AO0591'3 INCHES.
 AO0591'
 AO0591'REFERENCE MARK NO. 2 IS STAMPED FERRELL NO 2 1953 AND PROJECTS
 AO0591'5 INCHES.
 AO0591'
 AO0591'THE AZIMUTH MARK IS STAMPED FERRELL 1953 AND PROJECTS 6 INCHES.
 AO0591'THE MARK IS 105 FEET SOUTHEAST OF THE SOUTH GATE POST OF A
 AO0591'GATE ON THE WEST SIDE OF THE HIGHWAY, 49 FEET EAST OF THE CENTER
 AO0591'LINE OF U.S. HIGHWAY 281, 4 FEET SOUTH OF A WHITE WITNESS POST
 AO0591'AND 1 FOOT WEST OF A FENCE.
 AO0591'
 AO0591'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AO0591
 AO0591                          STATION RECOVERY (1963)
 AO0591
 AO0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AO0591'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 AO0591'AZIMUTH MARK WAS NOT RECOVERED.  DIRECTIONS FOR PROCEEDING
 AO0591'TO STATION SITE ARE CORRECT.
 AO0591
 AO0591                          STATION RECOVERY (1985)
 AO0591
 AO0591'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1985 (CLJ)
 AO0591'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED
 AO0591'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2782 ***********************************************************************
 CS2782  DESIGNATION -  FERRIS
 CS2782  PID         -  CS2782
 CS2782  STATE/COUNTY-  TX/ELLIS
 CS2782  USGS QUAD   -  FERRIS (1968)
 CS2782
 CS2782                         *CURRENT SURVEY CONTROL
 CS2782  ___________________________________________________________________
 CS2782* NAD 83(1993)-  32 32 02.87426(N)    096 39 56.24421(W)     ADJUSTED  
 CS2782* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 CS2782  ___________________________________________________________________
 CS2782  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 CS2782  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CS2782
 CS2782  HORZ ORDER  -  SECOND
 CS2782
 CS2782.The horizontal coordinates were established by classical geodetic methods
 CS2782.and adjusted by the National Geodetic Survey in February 1996..
 CS2782
 CS2782.The orthometric height was scaled from a topographic map.
 CS2782
 CS2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2782
 CS2782.The geoid height was determined by GEOID03.
 CS2782
 CS2782;                    North         East     Units Scale Factor Converg.
 CS2782;SPC TXNC     - 2,097,698.094   772,299.904   MT  0.99991313   +1 00 01.7
 CS2782;SPC TXNC     - 6,882,197.83  2,533,787.27   sFT  0.99991313   +1 00 01.7
 CS2782;UTM  14      - 3,602,045.328   719,232.301   MT  1.00019271   +1 15 21.4
 CS2782
 CS2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2782!SPC TXNC     -   0.99998181  x   0.99991313  =   0.99989494
 CS2782!UTM  14      -   0.99998181  x   1.00019271  =   1.00017451
 CS2782
 CS2782|---------------------------------------------------------------------|
 CS2782| PID    Reference Object                     Distance      Geod. Az  |
 CS2782|                                                           dddmmss.s |
 CS2782| CY1823 FERRIS RM 1                           7.577 METERS 10059     |
 CS2782| CY1822 FERRIS AZ MK                                       1760105.0 |
 CS2782| CS2784 FERRIS MUNICIPAL TANK               133.729 METERS 21239     |
 CS2782| CY1824 FERRIS RM 2                          35.997 METERS 34723     |
 CS2782|---------------------------------------------------------------------|
 CS2782
 CS2782                          SUPERSEDED SURVEY CONTROL
 CS2782
 CS2782  NAD 83(1986)-  32 32 02.88129(N)    096 39 56.22622(W) AD(       ) 2
 CS2782  NAD 27      -  32 32 02.38400(N)    096 39 55.25300(W) AD(       ) 2
 CS2782
 CS2782.Superseded values are not recommended for survey control.
 CS2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2782.See file dsdata.txt to determine how the superseded data were derived.
 CS2782
 CS2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1923202045(NAD 83)
 CS2782_MARKER: DS = TRIANGULATION STATION DISK
 CS2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2782
 CS2782  HISTORY     - Date     Condition        Report By
 CS2782  HISTORY     - 1947     MONUMENTED       CGS
 CS2782  HISTORY     - 1960     SEE DESCRIPTION  CGS
 CS2782
 CS2782                          STATION DESCRIPTION
 CS2782
 CS2782'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2782'THE STATION IS LOCATED IN THE TOWN OF FERRIS, IN THE SOUTH
 CS2782'END OF THE PARK AND ON PROPERTY OF THE TEXAS AND NEW ORLEANS
 CS2782'RAILROAD, 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CS2782'RAILROAD STATION, 52 FEET NORTH OF THE SIDE WALK AND IN THE
 CS2782'APPROXIMATE CENTER OF THE SOUTHEND OF THE PARK.  IT IS STAMPED
 CS2782'FERRIS 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 CS2782'
 CS2782'REFERENCE MARK NO 1 IS EAST OF THE STATION, ON THE EAST EDGE
 CS2782'OF THE CURB, 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CS2782'RAILROAD STATION.  IT IS STAMPED FERRIS NO 1 1947 AND SET FLUSH
 CS2782'WITH THE GROUND SURFACE.
 CS2782'
 CS2782'REFERENCE MARK NO 2 IS NORTH-NORTHEAST OF THE STATION, 1 FOOT
 CS2782'EAST OF THE WEST CURB AND 1 FOOT SOUTH OF A PARK LIGHT POLE.  IT
 CS2782'IS STAMPED FERRIS NO 2 1947 AND SET FLUSH WITH THE GROUND.
 CS2782'
 CS2782'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION AT A GRAVEL ROAD
 CS2782'CROSSING AND ON THE WEST SIDE OF THE TRACK.  IT IS 30 FEET WEST
 CS2782'OF THE WEST RAIL, 35 FEET SOUTH OF THE GRAVEL ROAD CROSSING, 25
 CS2782'FEET EAST OF NORTH-SOUTH DIRT ROAD AND 2 FEET NORTH OF LIGHT POLE.
 CS2782'IT IS STAMPED FERRIS 1947 AND PROJECTS 4 INCHES.  TO REACH FROM
 CS2782'THE STATION.  GO SOUTH ON DIRT ROAD ALONG WEST SIDE OF RAILROAD
 CS2782'TRACKS FOR 0.5 MILE TO GRAVEL ROAD CROSSING AND MARK AS
 CS2782'DESCRIBED.
 CS2782'
 CS2782'THE STATION IS REACHED AS DESCRIBED IN DESCRIPTION.
 CS2782'
 CS2782'A 74 FOOT SIGNAL AT NEWTOWN IS VISIBLE AT 37 FEET
 CS2782'
 CS2782'A 74 FOOT SIGNAL AT WILMER IS VISIBLE AT 50 FEET
 CS2782'
 CS2782'AN 87 FOOT SIGNAL AT INDIA IS VISIBLE AT 37 FEET
 CS2782'
 CS2782'A 74 FOOT SIGNAL AT TRUMBULL IS VISIBLE AT 50 FEET
 CS2782'
 CS2782'AN 87 FOOT SIGNAL AT ROCKETT IS VISIBLE AT 50 FEET
 CS2782'
 CS2782'A 74 FOOT SIGNAL AT RED OAK IS VISIBLE AT 50 FEET
 CS2782'
 CS2782'A 74 FOOT SIGNAL AT LANCASTER IS VISIBLE AT 50 FEET
 CS2782'
 CS2782'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2782
 CS2782                          STATION RECOVERY (1960)
 CS2782
 CS2782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2782'ALL MARKS ARE COVERED WITH ASPHALT.  TWO BUMPS WERE LOCATED IN
 CS2782'ASPHALT THAT MET WITH THE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2784 ***********************************************************************
 CS2784  DESIGNATION -  FERRIS MUNICIPAL TANK
 CS2784  PID         -  CS2784
 CS2784  STATE/COUNTY-  TX/ELLIS
 CS2784  USGS QUAD   -  FERRIS (1968)
 CS2784
 CS2784                         *CURRENT SURVEY CONTROL
 CS2784  ___________________________________________________________________
 CS2784* NAD 83(1993)-  32 31 59.21906(N)    096 39 59.00906(W)     ADJUSTED  
 CS2784* NAVD 88     -                                                        
 CS2784  ___________________________________________________________________
 CS2784  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 CS2784  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CS2784
 CS2784  HORZ ORDER  -  THIRD
 CS2784
 CS2784.The horizontal coordinates were established by classical geodetic methods
 CS2784.and adjusted by the National Geodetic Survey in February 1996..
 CS2784
 CS2784
 CS2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2784
 CS2784.The geoid height was determined by GEOID03.
 CS2784
 CS2784;                    North         East     Units Scale Factor Converg.
 CS2784;SPC TXNC     - 2,097,584.265   772,229.738   MT  0.99991329   +1 00 00.1
 CS2784;SPC TXNC     - 6,881,824.38  2,533,557.07   sFT  0.99991329   +1 00 00.1
 CS2784;UTM  14      - 3,601,931.156   719,162.624   MT  1.00019233   +1 15 19.7
 CS2784
 CS2784                          SUPERSEDED SURVEY CONTROL
 CS2784
 CS2784  NAD 83(1986)-  32 31 59.22608(N)    096 39 58.99120(W) AD(       ) 4
 CS2784  NAD 27      -  32 31 58.72700(N)    096 39 58.01800(W) AD(       ) 3
 CS2784
 CS2784.Superseded values are not recommended for survey control.
 CS2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2784.See file dsdata.txt to determine how the superseded data were derived.
 CS2784
 CS2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1916301931(NAD 83)
 CS2784_MARKER: 53 = ELEVATED TANK
 CS2784
 CS2784  HISTORY     - Date     Condition        Report By
 CS2784  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2784  HISTORY     - 1960     GOOD             CGS
 CS2784
 CS2784                          STATION DESCRIPTION
 CS2784
 CS2784'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2784'THE STATION IS LOCATED ABOUT 0.1 MILE WEST OF THE MALLOY
 CS2784'LUMBER CO. AND U.S. HIGHWAY 175.  IT IS A 4 LEGGED, SILVER
 CS2784'PAINTED STEEL WATER TANK ABOUT 150 FEET HIGH WITH THE NAME
 CS2784'FERRIS PAINTED IN BLACK LETTERS ON THE EAST SIDE.  IT HAS
 CS2784'A LIGHT AND BALL ON TOP.
 CS2784'
 CS2784'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 CS2784
 CS2784                          STATION RECOVERY (1960)
 CS2784
 CS2784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2784'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2784'
 CS2784'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2784'
 CS2784'STATION IS NEAR CORNER OF CHURCH AND SEVENTH STREETS IN
 CS2784'FERRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0483 ***********************************************************************
 DN0483  DESIGNATION -  FF 246
 DN0483  PID         -  DN0483
 DN0483  STATE/COUNTY-  TX/GRAYSON
 DN0483  USGS QUAD   -  POTTSBORO (1982)
 DN0483
 DN0483                         *CURRENT SURVEY CONTROL
 DN0483  ___________________________________________________________________
 DN0483* NAD 83(1986)-  33 45 30.     (N)    096 40 03.     (W)     SCALED    
 DN0483* NAVD 88     -       234.685  (meters)     769.96   (feet)  ADJUSTED  
 DN0483  ___________________________________________________________________
 DN0483  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DN0483  DYNAMIC HT  -         234.432 (meters)     769.13  (feet)  COMP
 DN0483  MODELED GRAV-     979,552.2   (mgal)                       NAVD 88
 DN0483
 DN0483  VERT ORDER  -  SECOND    CLASS 0
 DN0483
 DN0483.The horizontal coordinates were scaled from a topographic map and have
 DN0483.an estimated accuracy of +/- 6 seconds.
 DN0483
 DN0483.The orthometric height was determined by differential leveling
 DN0483.and adjusted by the National Geodetic Survey in June 1991..
 DN0483
 DN0483.The geoid height was determined by GEOID03.
 DN0483
 DN0483.The dynamic height is computed by dividing the NAVD 88
 DN0483.geopotential number by the normal gravity value computed on the
 DN0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0483.degrees latitude (g = 980.6199 gals.).
 DN0483
 DN0483.The modeled gravity was interpolated from observed gravity values.
 DN0483
 DN0483;                    North         East    Units  Estimated Accuracy
 DN0483;SPC TXNC     - 2,233,430.      769,760.      MT  (+/- 180 meters Scaled)
 DN0483
 DN0483                          SUPERSEDED SURVEY CONTROL
 DN0483
 DN0483  NGVD 29 (??/??/92)  234.65   (m)          769.8    (f) COMPUTED    2 0
 DN0483
 DN0483.Superseded values are not recommended for survey control.
 DN0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0483.See file dsdata.txt to determine how the superseded data were derived.
 DN0483
 DN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC160378(NAD 83)
 DN0483_MARKER: DB = BENCH MARK DISK
 DN0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0483_STAMPING: 7.67 FF 246 1934
 DN0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0483+STABILITY: SURFACE MOTION
 DN0483
 DN0483  HISTORY     - Date     Condition        Report By
 DN0483  HISTORY     - 1934     MONUMENTED       CGS
 DN0483  HISTORY     - 1945     GOOD             NGS
 DN0483  HISTORY     - 1978     MARK NOT FOUND   USGS
 DN0483  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0483
 DN0483                          STATION DESCRIPTION
 DN0483
 DN0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DN0483'IN POTTSBORO.
 DN0483'AT POTTSBORO, GRAYSON COUNTY, 1 BLOCK NORTH OF THE STATION OF THE
 DN0483'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS, 59 FEET WEST AND 0.55 FEET OF
 DN0483'NORTHEAST CORNER OF BUILDING, 14 FEET SOUTHEAST AND 0.05 FEET OF
 DN0483'NORTHWEST CORNER OF BUILDING, 115 FEET NORTH-NORTHWEST AND 0.10 FEET
 DN0483'OF CENTERLINE OF INTERSECTING STREETS, 70 FEET EAST AND 0.45 FEET OF
 DN0483'NORTHEAST CORNER OF BUILDING.  A STANDARD DISK, STAMPED 7.67 FF 246
 DN0483'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.70 FEET.
 DN0483
 DN0483                          STATION RECOVERY (1978)
 DN0483
 DN0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DN0483'MARK NOT FOUND.
 DN0483
 DN0483                          STATION RECOVERY (1995)
 DN0483
 DN0483'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1926 ***********************************************************************
 BY1926  DESIGNATION -  FF 389
 BY1926  PID         -  BY1926
 BY1926  STATE/COUNTY-  TX/MADISON
 BY1926  USGS QUAD   -  ELWOOD (1972)
 BY1926
 BY1926                         *CURRENT SURVEY CONTROL
 BY1926  ___________________________________________________________________
 BY1926* NAD 83(1986)-  31 02 46.     (N)    095 47 28.     (W)     SCALED    
 BY1926* NAVD 88     -        81.68   (+/-2cm)     268.0    (feet)  VERTCON   
 BY1926  ___________________________________________________________________
 BY1926  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY1926
 BY1926  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1926
 BY1926.The horizontal coordinates were scaled from a topographic map and have
 BY1926.an estimated accuracy of +/- 6 seconds.
 BY1926
 BY1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1926.The vertical order pertains to the NGVD 29 superseded value.
 BY1926
 BY1926.The geoid height was determined by GEOID03.
 BY1926
 BY1926;                    North         East    Units  Estimated Accuracy
 BY1926;SPC TX C     - 3,161,770.    1,133,420.      MT  (+/- 180 meters Scaled)
 BY1926
 BY1926                          SUPERSEDED SURVEY CONTROL
 BY1926
 BY1926  NGVD 29 (??/??/92)   81.675  (m)          267.96   (f) ADJ UNCH    2 0
 BY1926
 BY1926.Superseded values are not recommended for survey control.
 BY1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1926.See file dsdata.txt to determine how the superseded data were derived.
 BY1926
 BY1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ336380(NAD 83)
 BY1926_MARKER: DB = BENCH MARK DISK
 BY1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1926_STAMPING: FF 389 1947
 BY1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1926+STABILITY: SURFACE MOTION
 BY1926
 BY1926  HISTORY     - Date     Condition        Report By
 BY1926  HISTORY     - 1947     MONUMENTED       CGS
 BY1926
 BY1926                          STATION DESCRIPTION
 BY1926
 BY1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1926'1.6 MI E FROM ELWOOD.
 BY1926'ABOUT 1.6 MILES EAST ALONG STATE OSR HIGHWAY FROM THE ELWOOD SCHOOL AT
 BY1926'ELWOOD, 95.1 FEET SOUTHEAST OF A TWENTYFOUR INCH OAK TREE, 49.4 FEET
 BY1926'NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 13.7
 BY1926'FEET NORTHWEST OF A TELEPHONE POLE, 3.0 FEET SOUTHWEST OF A FENCE AND
 BY1926'1.5 FEET SOUTHEAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK
 BY1926'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 BY1926'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0759 ***********************************************************************
 AY0759  DESIGNATION -  FF 799
 AY0759  PID         -  AY0759
 AY0759  STATE/COUNTY-  TX/BEXAR
 AY0759  USGS QUAD   -  TERRELL WELLS (1992)
 AY0759
 AY0759                         *CURRENT SURVEY CONTROL
 AY0759  ___________________________________________________________________
 AY0759* NAD 83(1986)-  29 21 03.     (N)    098 34 42.     (W)     SCALED    
 AY0759* NAVD 88     -       191.941  (meters)     629.73   (feet)  POSTED    
 AY0759  ___________________________________________________________________
 AY0759  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AY0759  DYNAMIC HT  -         191.660 (meters)     628.80  (feet)  COMP
 AY0759  MODELED GRAV-     979,191.5   (mgal)                       NAVD 88
 AY0759
 AY0759  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AY0759
 AY0759.The horizontal coordinates were scaled from a topographic map and have
 AY0759.an estimated accuracy of +/- 6 seconds.
 AY0759
 AY0759.The orthometric height was determined by differential leveling
 AY0759.and adjusted by the National Geodetic Survey in 1992..
 AY0759.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AY0759.rate of 3.1 thru 4.0 mm/km.
 AY0759
 AY0759.The geoid height was determined by GEOID03.
 AY0759
 AY0759.The dynamic height is computed by dividing the NAVD 88
 AY0759.geopotential number by the normal gravity value computed on the
 AY0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0759.degrees latitude (g = 980.6199 gals.).
 AY0759
 AY0759.The modeled gravity was interpolated from observed gravity values.
 AY0759
 AY0759;                    North         East    Units  Estimated Accuracy
 AY0759;SPC TXSC     - 4,168,250.      640,940.      MT  (+/- 180 meters Scaled)
 AY0759
 AY0759                          SUPERSEDED SURVEY CONTROL
 AY0759
 AY0759  NGVD 29 (??/??/92)  191.814  (m)          629.31   (f) ADJ UNCH    1 2
 AY0759
 AY0759.Superseded values are not recommended for survey control.
 AY0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0759.See file dsdata.txt to determine how the superseded data were derived.
 AY0759
 AY0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT409469(NAD 83)
 AY0759_MARKER: DB = BENCH MARK DISK
 AY0759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0759_SP_SET: BASE
 AY0759_STAMPING: FF 799
 AY0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0759
 AY0759  HISTORY     - Date     Condition        Report By
 AY0759  HISTORY     - UNK      MONUMENTED       CGS
 AY0759  HISTORY     - 1943     GOOD             NGS
 AY0759  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0759  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0759
 AY0759                          STATION DESCRIPTION
 AY0759
 AY0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0759'IN WITHERS.
 AY0759'BENCH MARK IS AT WITHERS, BEXAR COUNTY, ALONG THE TEXAS AND NEW
 AY0759'ORLEANS RAILROAD.  IT IS ABOUT 0.2 MILE EAST OF MILEPOLE 219 AND ABOUT
 AY0759'0.1 MILE EAST OF AN OIL REFINERY.  IT IS 100 FEET WEST OF THE STATION
 AY0759'AT WITHERS AND AT SIGNAL BLOCK NO. P2188.  BENCH MARK IS 9.5 FEET
 AY0759'SOUTH OF AND ABOUT LEVEL WITH THE TRACKS SET HORIZONTALLY IN THE BASE
 AY0759'OF THE SIGNAL BLOCK NO. P2188.
 AY0759
 AY0759                          STATION RECOVERY (1966)
 AY0759
 AY0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0759'MARK NOT FOUND.
 AY0759
 AY0759                          STATION RECOVERY (1999)
 AY0759
 AY0759'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2032 ***********************************************************************
 CS2032  DESIGNATION -  FF 907
 CS2032  PID         -  CS2032
 CS2032  STATE/COUNTY-  TX/JOHNSON
 CS2032  USGS QUAD   -  GRANDVIEW (1978)
 CS2032
 CS2032                         *CURRENT SURVEY CONTROL
 CS2032  ___________________________________________________________________
 CS2032* NAD 83(1986)-  32 18 22.     (N)    097 11 28.     (W)     SCALED    
 CS2032* NAVD 88     -       198.798  (meters)     652.22   (feet)  ADJUSTED  
 CS2032  ___________________________________________________________________
 CS2032  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CS2032  DYNAMIC HT  -         198.558 (meters)     651.44  (feet)  COMP
 CS2032  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 CS2032
 CS2032  VERT ORDER  -  FIRST     CLASS II
 CS2032
 CS2032.The horizontal coordinates were scaled from a topographic map and have
 CS2032.an estimated accuracy of +/- 6 seconds.
 CS2032
 CS2032.The orthometric height was determined by differential leveling
 CS2032.and adjusted by the National Geodetic Survey in June 1991..
 CS2032
 CS2032.The geoid height was determined by GEOID03.
 CS2032
 CS2032.The dynamic height is computed by dividing the NAVD 88
 CS2032.geopotential number by the normal gravity value computed on the
 CS2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2032.degrees latitude (g = 980.6199 gals.).
 CS2032
 CS2032.The modeled gravity was interpolated from observed gravity values.
 CS2032
 CS2032;                    North         East    Units  Estimated Accuracy
 CS2032;SPC TXNC     - 2,071,680.      723,260.      MT  (+/- 180 meters Scaled)
 CS2032
 CS2032                          SUPERSEDED SURVEY CONTROL
 CS2032
 CS2032  NGVD 29 (??/??/92)  198.769  (m)          652.13   (f) ADJ UNCH    1 2
 CS2032
 CS2032.Superseded values are not recommended for survey control.
 CS2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2032.See file dsdata.txt to determine how the superseded data were derived.
 CS2032
 CS2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA703758(NAD 83)
 CS2032_MARKER: DB = BENCH MARK DISK
 CS2032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2032_SP_SET: CULVERT
 CS2032_STAMPING: FF 907 1946
 CS2032_MARK LOGO: CGS   
 CS2032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2032
 CS2032  HISTORY     - Date     Condition        Report By
 CS2032  HISTORY     - 1946     MONUMENTED       CGS
 CS2032  HISTORY     - 1953     GOOD             NGS
 CS2032  HISTORY     - 1983     GOOD             NGS
 CS2032  HISTORY     - 19910413 GOOD             USPSQD
 CS2032  HISTORY     - 19940330 GOOD             USPSQD
 CS2032
 CS2032                          STATION DESCRIPTION
 CS2032
 CS2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2032'2.7 MI N FROM GRANDVIEW.
 CS2032'BENCH MARK IS LOCATED ABOUT 2.7 MILES NORTH OF THE STATION IN
 CS2032'GRANDVIEW ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD, 7 POLES NORTH OF
 CS2032'SEMAPHORE NO. 790-8, 15 FEET SOUTH OF THE CENTER OF THE TRACK, 3 1/2
 CS2032'FEET LOWER THAN THE LEVEL OF THE TRACKS, IT IS A DISK SET IN THE EAST
 CS2032'END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 CS2032
 CS2032                          STATION RECOVERY (1953)
 CS2032
 CS2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CS2032'RECOVERED IN GOOD CONDITION.
 CS2032
 CS2032                          STATION RECOVERY (1983)
 CS2032
 CS2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2032'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  4.4 KM (2.75
 CS2032'MI) NORTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM ITS
 CS2032'JUNCTION WITH FARM ROAD 916 IN GRANDVIEW, 0.5 KM (0.3 MI) SOUTHEAST OF
 CS2032'THE INTERSECTION OF A GRAVELED ROAD, IN TOP OF THE SOUTHEAST END OF
 CS2032'THE SOUTHWEST CONCRETE HEADWALL OF A BOX CULVERT, 4.6 METERS (15.1 FT)
 CS2032'SOUTHWEST OF THE NEAR RAIL AND 0.6 METER (2.0 FT) NORTHWEST OF THE
 CS2032'SOUTHEAST END OF THE HEADWALL.
 CS2032'THE MARK IS 0.9 M BELOW THE TRACKS.
 CS2032
 CS2032                          STATION RECOVERY (1991)
 CS2032
 CS2032'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDT)
 CS2032'RECOVERED IN GOOD CONDITION.
 CS2032
 CS2032                          STATION RECOVERY (1994)
 CS2032
 CS2032'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0797 ***********************************************************************
 CV0797  DESIGNATION -  FIDDLER
 CV0797  PID         -  CV0797
 CV0797  STATE/COUNTY-  TX/ANDREWS
 CV0797  USGS QUAD   -  FIVE WELLS RANCH NW (1971)
 CV0797
 CV0797                         *CURRENT SURVEY CONTROL
 CV0797  ___________________________________________________________________
 CV0797* NAD 83(1993)-  32 24 51.67433(N)    102 23 53.15470(W)     ADJUSTED  
 CV0797* NAVD 88     -       932.3    (meters)    3059.     (feet)  VERTCON   
 CV0797  ___________________________________________________________________
 CV0797  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 CV0797  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CV0797
 CV0797  HORZ ORDER  -  SECOND
 CV0797
 CV0797.The horizontal coordinates were established by classical geodetic methods
 CV0797.and adjusted by the National Geodetic Survey in February 1996..
 CV0797
 CV0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0797
 CV0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0797
 CV0797.The geoid height was determined by GEOID03.
 CV0797
 CV0797;                    North         East     Units Scale Factor Converg.
 CV0797;SPC TXNC     - 2,089,713.700   233,430.869   MT  0.99993403   -2 07 33.6
 CV0797;SPC TXNC     - 6,856,002.36    765,847.78   sFT  0.99993403   -2 07 33.6
 CV0797;UTM  13      - 3,589,344.615   744,687.883   MT  1.00033838   +1 23 43.5
 CV0797
 CV0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0797!SPC TXNC     -   0.99985737  x   0.99993403  =   0.99979141
 CV0797!UTM  13      -   0.99985737  x   1.00033838  =   1.00019570
 CV0797
 CV0797|---------------------------------------------------------------------|
 CV0797| PID    Reference Object                     Distance      Geod. Az  |
 CV0797|                                                           dddmmss.s |
 CV0797| CH9347 FIDDLER RM 1                         33.554 METERS 08117     |
 CV0797| CH9348 FIDDLER RM 2                         38.118 METERS 18826     |
 CV0797| CH9345 FIDDLER AZ MK                                      3160841.2 |
 CV0797| CH9346 FIDDLER AZ MK 2                                    32112     |
 CV0797|---------------------------------------------------------------------|
 CV0797
 CV0797                          SUPERSEDED SURVEY CONTROL
 CV0797
 CV0797  NAD 83(1986)-  32 24 51.68251(N)    102 23 53.14877(W) AD(       ) 2
 CV0797  NAD 27      -  32 24 51.32200(N)    102 23 51.57900(W) AD(       ) 2
 CV0797  NGVD 29 (07/19/86)  931.9    (m)         3057.     (f) VERT ANG       
 CV0797
 CV0797.Superseded values are not recommended for survey control.
 CV0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0797.See file dsdata.txt to determine how the superseded data were derived.
 CV0797
 CV0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR4468889345(NAD 83)
 CV0797_MARKER: DS = TRIANGULATION STATION DISK
 CV0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0797
 CV0797  HISTORY     - Date     Condition        Report By
 CV0797  HISTORY     - 1935     MONUMENTED       CGS
 CV0797  HISTORY     - 1938     GOOD             TXHD
 CV0797  HISTORY     - 1970     GOOD             USGS
 CV0797  HISTORY     - 1970     GOOD             NGS
 CV0797
 CV0797                          STATION DESCRIPTION
 CV0797
 CV0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0797'STATION LIES 11 MILES AIRLINE ENE OF ANDREWS, 8-1/2 MILES SE
 CV0797'OF FLOREY POST OFFICE ON A LOW RIDGE 1.9 MILES E OF FLOREY-MIDLAND
 CV0797'HIGHWAY AT A POINT ON IT 8.3 MILES S OF FLOREY POST OFFICE.
 CV0797'STATION IS 1/4 MILE S OF FENCE, 0.3 MILE W OF FENCE, 100 YARDS
 CV0797'NE AND 1/4 MILE NW OF TWO MOST PROMINENT PATCHES OF BRUSH IN
 CV0797'IMMEDIATE VICINITY.  STATION MARK PROJECTS 6 INCHES.
 CV0797'
 CV0797'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0797'BRONZE DISKS SET IN CONCRETE.
 CV0797'
 CV0797'REFERENCE MARK NO. 1 IS ENE OF STATION, AND PROJECTS 5 INCHES.
 CV0797'
 CV0797'REFERENCE MARK NO. 2 IS S OF STATION, AND PROJECTS 5 INCHES.
 CV0797'
 CV0797'AZIMUTH MARK IS NW OF STATION, IN FENCE LINE, AND PROJECTS
 CV0797'6 INCHES.
 CV0797'
 CV0797'REACHED FROM FLOREY POST OFFICE BY DRIVING SOUTHERLY ON MIDLAND
 CV0797'ROAD 8.3 MILES TO CATTLE GUARD, TURN LEFT OR EASTERLY ALONG
 CV0797'S SIDE OF FENCE FOR 2.0 MILES, TURN RIGHT ACROSS COUNTRY 0.3
 CV0797'MILE TO STATION ON TOP OF LOW RIDGE.
 CV0797'
 CV0797'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATIONS SCHARBAUER
 CV0797'AND GLASS.  A 35-FOOT TOWER WAS USED.
 CV0797
 CV0797                          STATION RECOVERY (1938)
 CV0797
 CV0797'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0797'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0797'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CV0797
 CV0797                          STATION RECOVERY (1970)
 CV0797
 CV0797'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JLP)
 CV0797'NEW ROUTE DESCRIPTION--
 CV0797'
 CV0797'TO REACH THE STATION FROM THE JCT OF STATE HIGHWAY 115 AND
 CV0797'FARM ROAD 1788 WHICH IS ABOUT 9 MILES NORTHEAST OF ANDREWS,
 CV0797'TEXAS.  GO NE ON STATE HWY 115 FOR 2.75 MILE TO A DIRT ROAD
 CV0797'CROSSING.  TURN LEFT CROSSING A CATTLEGUARD AND DRIVE 0.3
 CV0797'MILE TO A T-ROAD.  TURN LEFT AND GO 0.45 MILE TO WHERE ROAD
 CV0797'BENDS RIGHT (NW).  TURN RIGHT AND GO 0.25 MILE TO A T-RD.
 CV0797'TURN LEFT AND GO 0.45 MILE, AT THIS POINT TURN LEFT AND DRIVE
 CV0797'SOUTH CROSSCOUNTRY 0.1 MILE TO A SMALL TOP AND STATION SITE.
 CV0797
 CV0797                          STATION RECOVERY (1970)
 CV0797
 CV0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CV0797'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 CV0797'FOUND IN GOOD CONDITION, THERE WAS DIFFERENCE FOUND IN THE
 CV0797'MEASUREMENT TO R.M. 2.  THE AZIMUTH MARK WAS FOUND DESTROYED,
 CV0797'IT HAD BEEN PUSHED OVER, THE DISK WAS REMOVED AT THIS TIME.
 CV0797'A NEW AZIMUTH MARK WAS SET, AND POLARIS WAS OBSERVED.
 CV0797'
 CV0797'A NEW DESCRIPTION FOLLOWS--
 CV0797'
 CV0797'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF ANDREWS,
 CV0797'2 MILES NORTHEAST OF FARM ROAD 1788, AND 1 MILE NORTH OF STATE
 CV0797'HIGHWAY 115, IN PASTURE LAND WHICH ALSO HAS A NUMBER OF OIL
 CV0797'WELLS ON IT, ON PROPERTY LEASED BY THE SCHARBAUER CATTLE CO.,
 CV0797'OF MIDLAND, TEXAS, MR. CLARENCE SCHARBAUER JR. OWNER
 CV0797'
 CV0797'THE STATION MARK IS A STANDARD DISK STAMPED FIDDLER 1935, SET
 CV0797'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT
 CV0797'IS 535 FEET SOUTHEAST OF T INTERSECTION OF GRADED ROAD, 0.2
 CV0797'MILE EAST OF AN OIL PUMPING UNIT, AND 4-FEET NORTH OF A METAL
 CV0797'WITNESS POST.
 CV0797'
 CV0797'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FIDDLER NO
 CV0797'1 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 CV0797'IT IS 3-FEET WEST OF A METAL WITNESS POST.
 CV0797'
 CV0797'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FIDDLER NO 2
 CV0797'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 CV0797'IT IS 2.5 FEET NORTH OF A METAL WITNESS POST.
 CV0797'
 CV0797'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIDDLER 1935 1970,
 CV0797'SET IN A DRILLED HOLE IN THE TOP OF A CONCRETE FOOTING FOR A
 CV0797'PIECE OF OIL FIELD EQUIPMENT WHICH HAS BEEN REMOVED.  THE FOOTING
 CV0797'MEASURES 2-1/2 X 4-FEET AND PROJECTS 2-FEET, AND IS SET ON A
 CV0797'CONCRETE SLAB WHICH MEASURES 16 X 16 FEET.  THE MARK IS 23
 CV0797'FEET SOUTHWEST OF A TRACK ROAD AND 4.2 FEET NORTH OF A METAL
 CV0797'WITNESS POST.
 CV0797'
 CV0797'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CV0797'385 AND STATE HIGHWAYS 115 AND 176 IN ANDREWS, GO EAST ON HIGHWAYS
 CV0797'115 AND 176 FOR 2.3 MILES TO THE Y JUNCTION OF THE TWO HIGHWAYS,
 CV0797'BEAR LEFT AND FOLLOW HIGHWAY 115 NORTHEASTERLY FOR 6.8 MILES
 CV0797'TO THE CROSSROAD INTERSECTION WITH FARM ROAD 1788, CONTINUE
 CV0797'STRAIGHT AHEAD ON HIGHWAY 115 FOR 2.9 MILES TO A FARM CROSSROAD
 CV0797'AND CATTLE GUARDS, TURN LEFT ACROSS CATTLE GUARD AND GO NORTH
 CV0797'ON GRADED ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT
 CV0797'AND GO WEST FOR 0.5 MILE TO A RIGHT TURN, NORTH, GO NORTH 0.2
 CV0797'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST 0.45 MILE TO
 CV0797'A SIDE ROAD RIGHT* AND THE STATION ON THE LEFT AS
 CV0797'DESCRIBED.
 CV0797'
 CV0797'*TO REACH THE AZIMUTH MARK, TURN RIGHT AND GO NORTH FOR 0.15
 CV0797'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 CV0797'
 CV0797'DISTANCE R.M. NO. 1 TO R.M. NO. 2 IS 189.42 FEET, 57.735 METERS.
 CV0797'
 CV0797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 13
 CV0797'MILES NE OF ANDREWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2070 ***********************************************************************
 BL2070  DESIGNATION -  FIELD
 BL2070  PID         -  BL2070
 BL2070  STATE/COUNTY-  TX/JEFFERSON
 BL2070  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2070
 BL2070                         *CURRENT SURVEY CONTROL
 BL2070  ___________________________________________________________________
 BL2070* NAD 83(1993)-  30 02 20.23023(N)    094 04 40.60601(W)     ADJUSTED  
 BL2070* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 BL2070  ___________________________________________________________________
 BL2070  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BL2070  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL2070
 BL2070  HORZ ORDER  -  SECOND
 BL2070
 BL2070.The horizontal coordinates were established by classical geodetic methods
 BL2070.and adjusted by the National Geodetic Survey in February 1996..
 BL2070
 BL2070.The orthometric height was scaled from a topographic map.
 BL2070
 BL2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2070
 BL2070.The geoid height was determined by GEOID03.
 BL2070
 BL2070;                    North         East     Units Scale Factor Converg.
 BL2070;SPC TXSC     - 4,254,434.432 1,074,555.790   MT  0.99993854   +2 24 41.0
 BL2070;SPC TXSC     -13,958,090.30  3,525,438.45   sFT  0.99993854   +2 24 41.0
 BL2070;SPC TX C     - 3,058,230.444 1,303,018.335   MT  1.00002165   +3 13 18.8
 BL2070;SPC TX C     -10,033,544.38  4,274,985.99   sFT  1.00002165   +3 13 18.8
 BL2070;UTM  15      - 3,323,591.085   396,072.137   MT  0.99973326   -0 32 22.8
 BL2070
 BL2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2070!SPC TXSC     -   1.00000352  x   0.99993854  =   0.99994206
 BL2070!SPC TX C     -   1.00000352  x   1.00002165  =   1.00002517
 BL2070!UTM  15      -   1.00000352  x   0.99973326  =   0.99973678
 BL2070
 BL2070:                Primary Azimuth Mark                     Grid Az
 BL2070:SPC TXSC     -  BEAUMONT MAGNOLIA PETROL STK             004 18 40.4
 BL2070:SPC TX C     -  BEAUMONT MAGNOLIA PETROL STK             003 30 02.6
 BL2070:UTM  15      -  BEAUMONT MAGNOLIA PETROL STK             007 15 44.2
 BL2070
 BL2070|---------------------------------------------------------------------|
 BL2070| PID    Reference Object                     Distance      Geod. Az  |
 BL2070|                                                           dddmmss.s |
 BL2070| BL2086 BEAUMONT MAGNOLIA PETROL STK        APPROX. 3.1 KM 0064321.4 |
 BL2070| BL2079 GULF STATES UTIL PWR PLANT STK      APPROX. 4.1 KM 0432956.5 |
 BL2070| CV7583 FIELD RM 1                           26.448 METERS 07958     |
 BL2070| BL2083 SOUTH PARK HIGH SCHOOL STACK        APPROX. 0.8 KM 3070133.7 |
 BL2070| BL2082 BEAUMONT STEINHEIGEN MILL TANK      APPROX. 5.4 KM 3215513.6 |
 BL2070| CV7584 FIELD RM 2                           20.633 METERS 32225     |
 BL2070| BL2074 BEAUMONT TYRRELL RICE CO TANK       APPROX. 4.9 KM 3274050.2 |
 BL2070| BL2084 BEAUMONT ST ANTHONY CH CROSS        APPROX. 4.8 KM 3323935.0 |
 BL2070| BL2059 BEAUMONT AMER BANK BLDG STK         APPROX. 5.3 KM 3363541.4 |
 BL2070| BL2065 BEAUMONT SAN JACINTO BLDG TWR       APPROX. 5.2 KM 3373649.0 |
 BL2070| BL2064 BEAUMONT EDISON HOTEL STACK         APPROX. 5.5 KM 3375915.5 |
 BL2070| BL2078 BEAUMONT KING ED HOTEL STACK        APPROX. 4.9 KM 3390138.6 |
 BL2070| BL2069 BEAUMONT MUNICIPAL TANK             APPROX. 6.4 KM 3401238.2 |
 BL2070| BL2071 BEAUMONT COURTHOUSE AIR BEACON      APPROX. 4.6 KM 3414818.2 |
 BL2070| BL2085 BEAUMONT TERM DOCKS MUN TANK        APPROX. 4.6 KM 3473200.8 |
 BL2070|---------------------------------------------------------------------|
 BL2070
 BL2070                          SUPERSEDED SURVEY CONTROL
 BL2070
 BL2070  NAD 83(1993)-  30 02 20.22975(N)    094 04 40.60620(W) AD(       ) 2
 BL2070  NAD 83(1986)-  30 02 20.24715(N)    094 04 40.58729(W) AD(       ) 2
 BL2070  NAD 27      -  30 02 19.47900(N)    094 04 39.94900(W) AD(       ) 2
 BL2070
 BL2070.Superseded values are not recommended for survey control.
 BL2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2070.See file dsdata.txt to determine how the superseded data were derived.
 BL2070
 BL2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9607223591(NAD 83)
 BL2070_MARKER: DS = TRIANGULATION STATION DISK
 BL2070_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BL2070_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BL2070
 BL2070  HISTORY     - Date     Condition        Report By
 BL2070  HISTORY     - 1933     MONUMENTED       CGS
 BL2070  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BL2070  HISTORY     - 19940817 MARK NOT FOUND   USPSQD
 BL2070  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2070  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL2070  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 BL2070
 BL2070                          STATION DESCRIPTION
 BL2070
 BL2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2070'STATION IS LOCATED IN AN OPEN FIELD, 97 METERS N OF THE S
 BL2070'(VIRGINA STREET) OF TWO SHELL ROADS BETWEEN THE BEAUMONT-PORT
 BL2070'ARTHUR ROAD AND HIGHLAND AVENUE AT SOUTH PARK.  IT IS ABOUT
 BL2070'HALFWAY BETWEEN THE ROAD AND AVENUE, ABOUT 0.1 MILE E OF THE
 BL2070'ONLY HOUSE IN THE VICINITY.
 BL2070'
 BL2070'STATION MARK IS A BRONZE DISK SET IN CONCRETE AT THE CENTER OF
 BL2070'THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.  REFERENCE
 BL2070'MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BL2070'
 BL2070'HEIGHT OF LIGHT ABOVE STATION MARK - 13 METERS.
 BL2070
 BL2070                          STATION RECOVERY (1984)
 BL2070
 BL2070'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJB)
 BL2070'STATION NOT RECOVERED.
 BL2070'
 BL2070'AREA IS NOW PART OF LAMAR UNIVERSITY CAMPUS.  THE ENTIRE AREA IS
 BL2070'BUILT UP WITH FILL DIRT OF 1 TO 4 FT DEPTH.  IT MAY BE THAT THE
 BL2070'STATION AND REFERENCE MARKER ARE COVERED UP AND NOT VISIBLE.  IT
 BL2070'MAY BE THAT USE OF A METAL DETECTOR AND EXCAVATION MIGHT REVEAL
 BL2070'MARKERS IF STILL THERE.  NO DIGGING WAS ALLOWED THIS PARTY.
 BL2070
 BL2070                          STATION RECOVERY (1994)
 BL2070
 BL2070'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2070'MARK NOT FOUND.
 BL2070
 BL2070                          STATION RECOVERY (2001)
 BL2070
 BL2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2070'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2070
 BL2070                          STATION RECOVERY (2001)
 BL2070
 BL2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL2070'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL2070
 BL2070                          STATION RECOVERY (2004)
 BL2070
 BL2070'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0745 ***********************************************************************
 DQ0745  DESIGNATION -  FIELD
 DQ0745  PID         -  DQ0745
 DQ0745  STATE/COUNTY-  TX/COCHRAN
 DQ0745  USGS QUAD   -  TWO B RANCH NW (1971)
 DQ0745
 DQ0745                         *CURRENT SURVEY CONTROL
 DQ0745  ___________________________________________________________________
 DQ0745* NAD 83(1993)-  33 25 30.24737(N)    102 53 08.84500(W)     ADJUSTED  
 DQ0745* NAVD 88     -      1170.1    (meters)    3839.     (feet)  VERTCON   
 DQ0745  ___________________________________________________________________
 DQ0745  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 DQ0745  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 DQ0745
 DQ0745  HORZ ORDER  -  FIRST
 DQ0745
 DQ0745.The horizontal coordinates were established by classical geodetic methods
 DQ0745.and adjusted by the National Geodetic Survey in February 1996..
 DQ0745
 DQ0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0745
 DQ0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0745
 DQ0745.The geoid height was determined by GEOID03.
 DQ0745
 DQ0745;                    North         East     Units Scale Factor Converg.
 DQ0745;SPC TXNC     - 2,203,502.964   192,272.218   MT  0.99989379   -2 23 31.1
 DQ0745;SPC TXNC     - 7,229,325.97    630,813.10   sFT  0.99989379   -2 23 31.1
 DQ0745;SPC NM E     -   269,829.748   299,618.595   MT  1.00013245   +0 47 51.0
 DQ0745;SPC NM E     -   885,266.43    982,998.67   sFT  1.00013245   +0 47 51.0
 DQ0745;UTM  13      - 3,700,409.976   696,565.866   MT  1.00007638   +1 09 53.9
 DQ0745
 DQ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0745!SPC TXNC     -   0.99981987  x   0.99989379  =   0.99971368
 DQ0745!SPC NM E     -   0.99981987  x   1.00013245  =   0.99995230
 DQ0745!UTM  13      -   0.99981987  x   1.00007638  =   0.99989624
 DQ0745
 DQ0745|---------------------------------------------------------------------|
 DQ0745| PID    Reference Object                     Distance      Geod. Az  |
 DQ0745|                                                           dddmmss.s |
 DQ0745| CJ6336 FIELD RM 3                           15.800 METERS 04601     |
 DQ0745| CJ6334 FIELD RM 1                           26.623 METERS 09019     |
 DQ0745| CJ6337 FIELD RM 4                           20.543 METERS 12901     |
 DQ0745| CJ6333 FIELD AZ MK                                        1622046.9 |
 DQ0745| CJ6335 FIELD RM 2                           25.005 METERS 17541     |
 DQ0745| CJ6341 FIELD AZ MK 2                                      2455234.8 |
 DQ0745|---------------------------------------------------------------------|
 DQ0745
 DQ0745                          SUPERSEDED SURVEY CONTROL
 DQ0745
 DQ0745  NAD 83(1993)-  33 25 30.24956(N)    102 53 08.84453(W) AD(       ) 1
 DQ0745  NAD 83(1986)-  33 25 30.25222(N)    102 53 08.84211(W) AD(       ) 1
 DQ0745  NAD 27      -  33 25 29.88500(N)    102 53 07.07400(W) AD(       ) 1
 DQ0745  NGVD 29 (07/19/86) 1169.7    (m)         3838.     (f) VERT ANG       
 DQ0745
 DQ0745.Superseded values are not recommended for survey control.
 DQ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0745.See file dsdata.txt to determine how the superseded data were derived.
 DQ0745
 DQ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT9656600410(NAD 83)
 DQ0745_MARKER: DS = TRIANGULATION STATION DISK
 DQ0745_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DQ0745_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DQ0745
 DQ0745  HISTORY     - Date     Condition        Report By
 DQ0745  HISTORY     - 1934     MONUMENTED       CGS
 DQ0745  HISTORY     - 1935     GOOD             CGS
 DQ0745  HISTORY     - 1970     GOOD             USGS
 DQ0745  HISTORY     - 1971     GOOD             NGS
 DQ0745
 DQ0745                          STATION DESCRIPTION
 DQ0745
 DQ0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0745'ABOUT 14 MILES SOUTH-SOUTHEAST OF BLEDSOE, TEXAS, AT THE
 DQ0745'SOUTHERN END OF A PROMINENT SAND RIDGE RUNNING NORTH AND SOUTH,
 DQ0745'WHICH IS THE HIGHEST POINT IN THE VICINITY, IN SEC. 37, HARRISON
 DQ0745'AND BROWN SURVEY, 0.2 MILE WEST-NORTHWEST OF A LONE WINDMILL
 DQ0745'AND 0.6 MILE NORTH OF AN EAST-AND-WEST FENCE.  TO REACH FROM
 DQ0745'BLEDSOE, TEXAS, GO WEST FROM THE POST OFFICE 1.8 MILES, TURN
 DQ0745'SOUTH ON THE TEXAS-NEW MEXICO STATE-LINE ROAD AND GO 13.5
 DQ0745'MILES (THIS POINT IS ABOUT 10 MILES NORTH OF BRONCO AND 1/2
 DQ0745'MILE EAST OF MR. AL GRICES RANCH HOUSE WITH WINDMILL AND
 DQ0745'SMALL GROVE OF TREES), LEAVE THE STATE-LINE ROAD, TURN LEFT
 DQ0745'OPPOSITE A WIRE GATE, DRIVE EASTERLY ON A PLAIN TRACK ROAD
 DQ0745'FOR 0.6 MILE, FOLLOW ALONG THE RIGHT FORK EASTERLY AND
 DQ0745'SOUTHERLY 1.6 MILES, PASS THROUGH A BOARD GATE, GO EASTERLY
 DQ0745'(TAKING CARE TO AVOID BLOWN SAND) 0.4 MILE TO DESERTED RANCH
 DQ0745'BUILDINGS AND A WINDMILL, PASS TO THE SOUTH OF THE HOUSE
 DQ0745'AND THROUGH A WIRE GATE BETWEEN HOUSE AND WINDMILL, THEN
 DQ0745'EAST THROUGH A WOODEN GATE AT THE NORTHEAST CORNER OF A
 DQ0745'BARN, CONTINUE EAST ON A TRACK ROAD FOR 1.7 MILES, PASS
 DQ0745'THROUGH A WIRE GATE, CONTINUE EAST 0.5 MILE, LEAVE THE MAIN
 DQ0745'TRACKS, CONTINUE STRAIGHT AHEAD FOR 50 YARDS TO A CROSS
 DQ0745'ROAD, CONTINUE ON A DIM TRACK ROAD LEADING NORTHEAST FOR
 DQ0745'0.65 MILE, THROUGH A WIRE GATE 0.2 MILE EAST OF A
 DQ0745'NORTHWEST FENCE CORNER, TURN RIGHT (EAST) ALONG THE NORTH
 DQ0745'SIDE OF A FENCE, GO FOR 4.55 MILES, TO A T-FENCE
 DQ0745'INTERSECTION (THE STEM SOUTH), LEAVE THE TRACK ROAD AND THE FENCE,
 DQ0745'TURN LEFT (NORTH) AND DRIVE ACROSS COUNTRY 0.5 MILE TO A LONE
 DQ0745'WINDMILL, THEN NORTHWEST 0.2 MILE TO THE TOP OF THE RIDGE,
 DQ0745'TURN LEFT, GO 0.1 MILE TO THE END OF THE RIDGE AND THE STATION.
 DQ0745'THE SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 DQ0745'STANDARD DISKS SET IN CONCRETE.
 DQ0745'REFERENCE MARK NO. 1 HAS BEEN DESTROYED, AND NO. 2
 DQ0745'IS 82.03 FEET FROM THE STATION S 04 DEG 19 MIN E.  THE
 DQ0745'AZIMUTH MARK IS 0.05 MILE WEST OF A WIRE GATE IN AN
 DQ0745'EAST-AND-WEST FENCE, 1-1/2 FEET NORTH OF THE FENCE AND IS 0.7
 DQ0745'MILE FROM THE STATION.
 DQ0745
 DQ0745                          STATION RECOVERY (1970)
 DQ0745
 DQ0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 DQ0745'MORTON, 8 MI. SSW TO JCT. TEXAS STATE HWYS. 125 AND 214.
 DQ0745'THENCE 9.4 MI. SSW TO JCT. FM 3024.  THENCE 3.7 MI. WEST TO
 DQ0745'T-RD. S. THENCE SOUTH AND SW 5.5 MI. TO TRACK EAST (NORTH
 DQ0745'OF FENCE AND SOUTH OF POWER POLES).  THENCE EAST 1.0 MI.  TURN
 DQ0745'NORTH ALONG POWER POLES 0.5 MI. TO TRAIL X-ING.  THENCE EAST
 DQ0745'0.3 MI. TO BASE OF HILL.  STATION IS ON TOP AT SOUTHERN END.
 DQ0745'STATION IS CEMENTED IN TOP OF IRON CASING PIPE PROJECTING ABOUT
 DQ0745'ONE FOOT.  R.M. ONE IN PIPE OUT OF GROUND.  R.M. TWO NOT
 DQ0745'LOCATED.  AZIMUTH MK. NOT SEARCHED FOR.  STATION SULFUR IS
 DQ0745'VISABLE FROM THE GROUND.
 DQ0745
 DQ0745                          STATION RECOVERY (1971)
 DQ0745
 DQ0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DQ0745'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE
 DQ0745'MARKS NO. 1 AND NO. 2 WERE NOT RECOVERED, NO. 1 HAD BEEN
 DQ0745'REPORTED DESTROYED IN 1935 AND WAS REPORTED AS BEING SEEN
 DQ0745'OUT OF THE GROUND IN 1970, IT IS BELIEVED THAT BOTH MARKS HAVE
 DQ0745'BEEN DESTROYED - THE AREA HAS BEEN UNDER CULTIVATION AT SOME
 DQ0745'TIME, BUT NOW IS LEFT UNATTENDED.  THE AZIMUTH MARK WAS
 DQ0745'SEARCHED FOR, BUT NOT FOUND.  IT MAY STILL BE INTACT AND
 DQ0745'COVERED BY SAND ALONG THE FENCE LINE.  AT PRESENT IT IS
 DQ0745'NECESSARY TO USE A 4-WHEEL DRIVE VEHICLE TO REACH THE STATION,
 DQ0745'THE NEAREST POINT FOR PACKING IS FROM ABOUT 3/4 MILE
 DQ0745'DUE WEST.
 DQ0745'
 DQ0745'A NEW DESCRIPTION FOLLOWS--
 DQ0745'
 DQ0745'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHEAST OF BLEDSOE,
 DQ0745'AND 4 MILES WEST OF STATE HIGHWAY 214, IN SECTION 37, HARRISON
 DQ0745'AND BROWN SURVEY, AT THE SOUTHERN END OF A PROMINENT NORTH-SOUTH
 DQ0745'SAND RIDGE, ABOUT 1 MILE SOUTH OF THE CIRCLE R RANCH BUILDINGS,
 DQ0745'AND 200 YARDS NORTHWEST OF AN OLD WINDMILL.
 DQ0745'
 DQ0745'THE STATION MARK IS A STANDARD DISK STAMPED FIELD 1934,
 DQ0745'CEMENTED INTO THE BELL AT THE TOP OF A 4-INCH IRON PIPE WHICH
 DQ0745'PROJECTS 11-INCHES.  IT IS 5.2 FEET WEST OF A METAL WITNESS
 DQ0745'POST.
 DQ0745'
 DQ0745'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED FIELD 1934
 DQ0745'NO 3 1971, CEMENTED INTO THE TOP OF A 4-INCH IRON PIPE WHICH
 DQ0745'PROJECTS 16-INCHES.  IT IS 48 FEET NORTHEAST OF THE METAL
 DQ0745'WITNESS POST.
 DQ0745'
 DQ0745'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED FIELD 1934 NO 4
 DQ0745'1971, CEMENTED INTO THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS
 DQ0745'16-INCHES.  IT IS 64 FEET SOUTHEAST OF THE METAL WITNESS POST.
 DQ0745'
 DQ0745'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIELD 1934 1971,
 DQ0745'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 DQ0745'IT IS 98 FEET NORTHEAST OF THE CENTER OF A CATTLE GUARD, 92
 DQ0745'FEET EAST OF THE CENTER OF A GRADED ROAD, 35 FEET NORTH OF AN
 DQ0745'EAST-WEST FENCE LINE, 12 FEET NORTH OF THE CENTER OF AN OLD
 DQ0745'SAND ROAD, 7 FEET NORTHWEST OF A 4 X 4-INCH 6-FOOT LAND SURVEY
 DQ0745'WITNESS POST, AND 1.8 FEET NORTH OF A METAL WITNESS POST.
 DQ0745'
 DQ0745'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 DQ0745'82 AND 380, AND STATE HIGHWAY 214 AT THE EAST EDGE OF PLAINS,
 DQ0745'GO NORTH ON HIGHWAY 214 FOR 22 MILES TO THE INTERSECTION
 DQ0745'WITH FARM ROAD 3024, TURN LEFT, WEST, ON FARM ROAD 3024 AND GO
 DQ0745'3.9 MILES TO A SIDE ROAD LEFT AND SIGN, L.C. RUTLEDGE RANCH.
 DQ0745'TURN LEFT, SOUTH, AND FOLLOW GRADED ROAD FOR 5.75 MILES TO THE
 DQ0745'CATTLE GUARD AND AZIMUTH MARK AS DESCRIBED.  FROM THIS POINT
 DQ0745'THE STATION CAN BE REACHED WITH A 4-WHEEL DRIVE VEHICLE BY
 DQ0745'FOLLOWING EITHER ONE OF TWO SAND TRAILS LEADING EAST FOR 1
 DQ0745'MILE PARALLEL TO A FENCE LINE AND A POWER LINE, THENCE NORTH
 DQ0745'0.5 MILE ALONG THE POWER LINE, THENCE EAST 0.3 MILE TO THE
 DQ0745'TOP OF THE SOUTH END OF THE RIDGE AND THE STATION.
 DQ0745'
 DQ0745'THE 1935 DESCRIPTION FOR THE ORIGINAL AZIMUTH MARK LOCATES
 DQ0745'IT AT 0.05 MILE WEST OF A WIRE GATE IN AN EAST-WEST FENCE,
 DQ0745'1-1/2 FEET NORTH OF THE FENCE, AND IS 0.7 MILE FROM THE STATION.
 DQ0745'
 DQ0745'NOTE--REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND A NEW
 DQ0745'AZIMUTH MARK WERE SET BY MR. JOHN S. RINDAL AT TIME OF RECOVERY.
 DQ0745'
 DQ0745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14
 DQ0745'MILES SSE OF BLEDSOE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1382 ***********************************************************************
 GL1382  DESIGNATION -  FIELD
 GL1382  PID         -  GL1382
 GL1382  STATE/COUNTY-  TX/DALLAM
 GL1382  USGS QUAD   -  BOLIN NE (1973)
 GL1382
 GL1382                         *CURRENT SURVEY CONTROL
 GL1382  ___________________________________________________________________
 GL1382* NAD 83(1993)-  36 14 15.27239(N)    102 33 30.74957(W)     ADJUSTED  
 GL1382* NAVD 88     -      1264.     (meters)    4147.     (feet)  VERTCON   
 GL1382  ___________________________________________________________________
 GL1382  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 GL1382  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 GL1382
 GL1382  HORZ ORDER  -  SECOND
 GL1382
 GL1382.The horizontal coordinates were established by classical geodetic methods
 GL1382.and adjusted by the National Geodetic Survey in February 1996..
 GL1382
 GL1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1382
 GL1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1382
 GL1382.The geoid height was determined by GEOID03.
 GL1382
 GL1382;                    North         East     Units Scale Factor Converg.
 GL1382;SPC TX N     - 1,248,749.206   104,845.648   MT  1.00001310   -0 36 48.5
 GL1382;SPC TX N     - 4,096,938.02    343,981.10   sFT  1.00001310   -0 36 48.5
 GL1382;UTM  13      - 4,013,063.823   719,401.132   MT  1.00019314   +1 26 37.7
 GL1382
 GL1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1382!SPC TX N     -   0.99980555  x   1.00001310  =   0.99981865
 GL1382!UTM  13      -   0.99980555  x   1.00019314  =   0.99999865
 GL1382
 GL1382|---------------------------------------------------------------------|
 GL1382| PID    Reference Object                     Distance      Geod. Az  |
 GL1382|                                                           dddmmss.s |
 GL1382| CM8075 FIELD RM 1                           20.233 METERS 07646     |
 GL1382| CM8074 FIELD AZ MK                                        0841722.0 |
 GL1382| GL1395 DALHART GOOCHS GRAIN CO ELEV        APPROX.19.9 KM 1690718.0 |
 GL1382| GL1394 DALHART MUNICIPAL TANK              APPROX.20.9 KM 1692919.4 |
 GL1382| GL1391 DALHART CONSUMERS GRAIN ELEV        APPROX.19.1 KM 1705303.2 |
 GL1382| CM8076 FIELD RM 2                           15.524 METERS 18640     |
 GL1382|---------------------------------------------------------------------|
 GL1382
 GL1382                          SUPERSEDED SURVEY CONTROL
 GL1382
 GL1382  NAD 83(1993)-  36 14 15.27202(N)    102 33 30.75018(W) AD(       ) 2
 GL1382  NAD 83(1993)-  36 14 15.28130(N)    102 33 30.74231(W) AD(       ) 2
 GL1382  NAD 83(1993)-  36 14 15.28316(N)    102 33 30.74021(W) AD(       ) 2
 GL1382  NAD 83(1986)-  36 14 15.28309(N)    102 33 30.74119(W) AD(       ) 2
 GL1382  NAD 27      -  36 14 15.17900(N)    102 33 29.04700(W) AD(       ) 2
 GL1382  NGVD 29 (07/19/86) 1263.     (m)         4144.     (f) VERT ANG       
 GL1382
 GL1382.Superseded values are not recommended for survey control.
 GL1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1382.See file dsdata.txt to determine how the superseded data were derived.
 GL1382
 GL1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA1940113064(NAD 83)
 GL1382_MARKER: DS = TRIANGULATION STATION DISK
 GL1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1382_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1382
 GL1382  HISTORY     - Date     Condition        Report By
 GL1382  HISTORY     - 1953     MONUMENTED       CGS
 GL1382  HISTORY     - 1968     GOOD             USAF
 GL1382  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL1382
 GL1382                          STATION DESCRIPTION
 GL1382
 GL1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1382'THE STATION IS LOCATED IN MR. LEO FIELDS FARMYARD.  IT IS ABOUT
 GL1382'12 MILES AIRLINE NORTH OF DALHART, ABOUT 2 MILES AIRLINE WEST OF
 GL1382'STATE HIGHWAY 51, AND ABOUT 11 MILES AIRLINE NORTHWEST OF
 GL1382'CHAMBERLIN.
 GL1382'
 GL1382'THE STATION IS A STANDARD DISK STAMPED FIELD 1953 AND SET IN THE
 GL1382'TOP OF A CONCRETE CYLINDER THAT IS 10 INCHES IN DIAMETER AND
 GL1382'FLUSH WITH THE GROUND.  IT IS 13 FEET SOUTHEAST OF A FENCE CORNER
 GL1382'AND 4 FEET EAST OF A WHITE WITNESS POST.
 GL1382'
 GL1382'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FIELD NO
 GL1382'1 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 10
 GL1382'INCHES IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 84 FEET WEST
 GL1382'OF A WIRE GATE, 1/2 FOOT SOUTH OF A WIRE FENCE AND ABOUT 1 FOOT
 GL1382'HIGHER THAN THE STATION.
 GL1382'
 GL1382'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FIELD NO
 GL1382'2 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 10
 GL1382'INCHES IN DIAMETER AND PROJECTS 8 INCHES.  IT IS 1/2 FOOT NORTH
 GL1382'OF A FENCE CORNER, 47-1/2 FEET EAST OF A WINDMILL AND ABOUT 1 FOOT
 GL1382'HIGHER THAN THE STATION.
 GL1382'
 GL1382'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIELD 1953 AND SET
 GL1382'IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 4 INCHES.  IT IS
 GL1382'27-1/2 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 2 FEET NORTH
 GL1382'OF A FENCE, 6-1/2 NORTH OF A POWER POLE.  TO REACH THE MARK FROM
 GL1382'THE STATION GO EASTERLY ON THE FARM ROAD FOR 0.45 MILE TO THE
 GL1382'MARK ON THE RIGHT.
 GL1382'
 GL1382'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 51
 GL1382'AND U.S. HIGHWAY 87 IN DALHART GO NORTH ON STATE HIGHWAY 51 FOR
 GL1382'12.2 MILES TO A FARM ROAD LEFT.  TURN LEFT, WEST, AND GO 2.0
 GL1382'MILES TO A GATE AND THE STATION ON THE LEFT.
 GL1382'
 GL1382'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GL1382
 GL1382                          STATION RECOVERY (1968)
 GL1382
 GL1382'RECOVERY NOTE BY US AIR FORCE 1968 (PED)
 GL1382'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2,
 GL1382'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  WITNESS POST
 GL1382'HAS BEEN DESTROYED.
 GL1382'
 GL1382'CHANGE IN DESCRIPTION--
 GL1382'
 GL1382'STATION MARK IS NOW 2 INCHES BELOW GROUND SURFACE.
 GL1382'
 GL1382'STATE HIGHWAY 51 IN DESCRIPTION TO REACH IS NOW U.S. HIGHWAY 285.
 GL1382
 GL1382                          STATION RECOVERY (1973)
 GL1382
 GL1382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RCN)
 GL1382'MARK WAS SEARCHED FOR AND NOT FOUND.  HOWEVER TO TWO R.M.S ARE
 GL1382'IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE UNDERGROUND
 GL1382'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0874 ***********************************************************************
 BP0874  DESIGNATION -  FIELD
 BP0874  PID         -  BP0874
 BP0874  STATE/COUNTY-  TX/PECOS
 BP0874  USGS QUAD   -  FORT STOCKTON EAST (1970)
 BP0874
 BP0874                         *CURRENT SURVEY CONTROL
 BP0874  ___________________________________________________________________
 BP0874* NAD 83(1993)-  30 53 31.61603(N)    102 49 52.05148(W)     ADJUSTED  
 BP0874* NAVD 88     -       903.     (meters)    2963.     (feet)  SCALED    
 BP0874  ___________________________________________________________________
 BP0874  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BP0874  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BP0874
 BP0874  HORZ ORDER  -  SECOND
 BP0874
 BP0874.The horizontal coordinates were established by classical geodetic methods
 BP0874.and adjusted by the National Geodetic Survey in February 1996..
 BP0874
 BP0874.The orthometric height was scaled from a topographic map.
 BP0874
 BP0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0874
 BP0874.The geoid height was determined by GEOID03.
 BP0874
 BP0874;                    North         East     Units Scale Factor Converg.
 BP0874;SPC TX C     - 3,138,527.777   461,229.946   MT  0.99988355   -1 17 11.4
 BP0874;SPC TX C     -10,296,986.55  1,513,218.58   sFT  0.99988355   -1 17 11.4
 BP0874;UTM  13      - 3,419,660.879   707,310.233   MT  1.00013017   +1 06 50.2
 BP0874
 BP0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0874!SPC TX C     -   0.99986186  x   0.99988355  =   0.99974542
 BP0874!UTM  13      -   0.99986186  x   1.00013017  =   0.99999201
 BP0874
 BP0874|---------------------------------------------------------------------|
 BP0874| PID    Reference Object                     Distance      Geod. Az  |
 BP0874|                                                           dddmmss.s |
 BP0874| CH9350 FIELD RM 1                            5.571 METERS 06216     |
 BP0874| BP0882 FORT STOCKTON MUNICIPAL TANK W      APPROX. 6.3 KM 2643331.0 |
 BP0874| BP0884 FORT STOCKTON MUNICIPAL TANK E      APPROX. 5.1 KM 2665635.7 |
 BP0874| CH9349 FIELD AZ MK                                        2722616.1 |
 BP0874| CH9351 FIELD RM 2                            5.499 METERS 29840     |
 BP0874|---------------------------------------------------------------------|
 BP0874
 BP0874                          SUPERSEDED SURVEY CONTROL
 BP0874
 BP0874  NAD 83(1986)-  30 53 31.61770(N)    102 49 52.04577(W) AD(       ) 2
 BP0874  NAD 27      -  30 53 31.06200(N)    102 49 50.49100(W) AD(       ) 2
 BP0874
 BP0874.Superseded values are not recommended for survey control.
 BP0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0874.See file dsdata.txt to determine how the superseded data were derived.
 BP0874
 BP0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0731019661(NAD 83)
 BP0874_MARKER: DS = TRIANGULATION STATION DISK
 BP0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BP0874
 BP0874  HISTORY     - Date     Condition        Report By
 BP0874  HISTORY     - 1943     MONUMENTED       CGS
 BP0874  HISTORY     - 1969     GOOD             ARCO
 BP0874
 BP0874                          STATION DESCRIPTION
 BP0874
 BP0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0874'STATION IS LOCATED AT THE WINFIELD AUXILIARY FIELD NO. 1
 BP0874'PACIFIC AIR SCHOOL LTD.  THIS FIELD WAS FORMERLY THE OLD
 BP0874'MUNICIPAL AIRPORT, FT. STOCKTON.
 BP0874'
 BP0874'TO REACH FROM THE RAILROAD CROSSING ON U.S. 290 IN FT. STOCKTON
 BP0874'GO EAST ON U.S. 290 FOR 2.7 MILES TO AIRPORT HANGAR ON THE
 BP0874'RIGHT AND THE STATION.
 BP0874'
 BP0874'STATION IS 315 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 BP0874'OF THE HANGAR, AND 54.7 FEET SOUTH OF THE CENTER LINE OF
 BP0874'U.S. HIGHWAY 290 OPPOSITE WEST END OF HANGAR, AND IS 5 FEET
 BP0874'SOUTH-SOUTHEAST OF HIGHWAY RIGHT-OF-WAY MARKER POST NUMBER
 BP0874'160.  A STANDARD BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE
 BP0874'POST FLUSH WITH THE GROUND STAMPED FIELD 1943.
 BP0874'
 BP0874'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, AND
 BP0874'45.8 FEET SOUTH OF THE CENTER LINE OF HIGHWAY U.S. 290.  A
 BP0874'STANDARD BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE BLOCK
 BP0874'OF CONCRETE PROJECTING 3 INCHES ABOVE THE GROUND STAMPED
 BP0874'FIELD NO 1 1943.
 BP0874'
 BP0874'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, AND
 BP0874'46.5 FEET SOUTH OF THE CENTER LINE OF HIGHWAY U.S. 290.  A
 BP0874'STANDARD BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE BLOCK
 BP0874'OF CONCRETE STAMPED FIELD NO 2 1943 AND PROJECTS 3 INCHES
 BP0874'ABOVE THE GROUND.
 BP0874'
 BP0874'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, AND IS 2.3 MILES
 BP0874'EAST OF THE RAILROAD CROSSING ON HIGHWAY U.S. 290 IN FT.
 BP0874'STOCKTON, AND IS 1 FOOT FROM THE EAST END OF THE SOUTH HEADWALL
 BP0874'CULVERT ON U.S. 290.  A STANDARD BRONZE DISK SET IN A DRILL
 BP0874'HOLE STAMPED FIELD 1943.
 BP0874'
 BP0874'A 4 FOOT STAND WAS USED OVER THE STATION.
 BP0874'
 BP0874'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BP0874
 BP0874                          STATION RECOVERY (1969)
 BP0874
 BP0874'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1969 (CLC)
 BP0874'USC AND GS FIELD-1943-GOOD
 BP0874'
 BP0874'MARKER FOUND UNDER 6 IN OF DIRT, BUT DESCRIPTION GOOD.  AIR
 BP0874'PORT CLOSED, OLD HANGER STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1488 ***********************************************************************
 AH1488  DESIGNATION -  FIELD 14 WINDMILL
 AH1488  PID         -  AH1488
 AH1488  STATE/COUNTY-  TX/KLEBERG
 AH1488  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH1488
 AH1488                         *CURRENT SURVEY CONTROL
 AH1488  ___________________________________________________________________
 AH1488* NAD 83(1993)-  27 29 00.32946(N)    097 30 32.69334(W)     ADJUSTED  
 AH1488* NAVD 88     -                                                        
 AH1488  ___________________________________________________________________
 AH1488  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AH1488  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AH1488
 AH1488  HORZ ORDER  -  THIRD
 AH1488
 AH1488.The horizontal coordinates were established by classical geodetic methods
 AH1488.and adjusted by the National Geodetic Survey in February 1996..
 AH1488
 AH1488
 AH1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1488
 AH1488.The geoid height was determined by GEOID03.
 AH1488
 AH1488;                    North         East     Units Scale Factor Converg.
 AH1488;SPC TX S     - 5,201,668.370   397,921.589   MT  0.99993009   +0 26 59.6
 AH1488;SPC TX S     -17,065,806.98  1,305,514.41   sFT  0.99993009   +0 26 59.6
 AH1488;UTM  14      - 3,040,865.368   647,293.582   MT  0.99986781   +0 41 17.4
 AH1488
 AH1488                          SUPERSEDED SURVEY CONTROL
 AH1488
 AH1488  NAD 83(1986)-  27 29 00.34201(N)    097 30 32.66829(W) AD(       ) 4
 AH1488  NAD 27      -  27 28 59.20800(N)    097 30 31.68900(W) AD(       ) 3
 AH1488
 AH1488.Superseded values are not recommended for survey control.
 AH1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1488.See file dsdata.txt to determine how the superseded data were derived.
 AH1488
 AH1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4729440865(NAD 83)
 AH1488_MARKER: 66 = WINDMILL
 AH1488
 AH1488  HISTORY     - Date     Condition        Report By
 AH1488  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1488
 AH1488                          STATION DESCRIPTION
 AH1488
 AH1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1488'LOCATED ON THE LAURELES SECTION OF KING RANCH ABOUT 5.0 MILES SE
 AH1488'OF LAURELES RANCHHOUSE AT LOCATION OF ABANDONED NAVY FIELD 14,
 AH1488'103.9 FT. SE OF NORTHERNMOST OF TWO CIRCULAR CONCRETE RESERVOIRS,
 AH1488'29.6 FT. NW OF SOUTHERNMOST RESERVOIR (INSIDE FENCE AROUND
 AH1488'FIELD) AND 60.4 FT. W OF CENTERLINE OF ROAD AT ENTRANCE TO
 AH1488'FIELD.
 AH1488'
 AH1488'WINDMILL IS MOUNTED ON A SKELETON STEEL TOWER ABOUT 35 FT. HIGH.
 AH1488'
 AH1488'TO REACH FROM LAURELES RANCHHOUSE GO 0.2 MILE N TO Y INTERSECTION
 AH1488'OF SINGLE LANE PAVED ROADS, TURN SHARPLY TO THE E AND PASS
 AH1488'THROUGH BUMP GATE AND GO 0.4 MILE TO AN UNPAVED ROAD TO THE SE,
 AH1488'TURN SE ON UNPAVED ROAD AND GO 4.0 MILES TO ABANDONED FIELD AND
 AH1488'WINDMILL ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1492 ***********************************************************************
 AH1492  DESIGNATION -  FIELD 15 WINDMILL
 AH1492  PID         -  AH1492
 AH1492  STATE/COUNTY-  TX/KLEBERG
 AH1492  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH1492
 AH1492                         *CURRENT SURVEY CONTROL
 AH1492  ___________________________________________________________________
 AH1492* NAD 83(1993)-  27 27 25.56515(N)    097 33 42.88652(W)     ADJUSTED  
 AH1492* NAVD 88     -                                                        
 AH1492  ___________________________________________________________________
 AH1492  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AH1492  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AH1492
 AH1492  HORZ ORDER  -  THIRD
 AH1492
 AH1492.The horizontal coordinates were established by classical geodetic methods
 AH1492.and adjusted by the National Geodetic Survey in February 1996..
 AH1492
 AH1492
 AH1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1492
 AH1492.The geoid height was determined by GEOID03.
 AH1492
 AH1492;                    North         East     Units Scale Factor Converg.
 AH1492;SPC TX S     - 5,198,711.837   392,722.618   MT  0.99992634   +0 25 33.2
 AH1492;SPC TX S     -17,056,107.09  1,288,457.46   sFT  0.99992634   +0 25 33.2
 AH1492;UTM  14      - 3,037,887.491   642,107.288   MT  0.99984928   +0 39 47.5
 AH1492
 AH1492                          SUPERSEDED SURVEY CONTROL
 AH1492
 AH1492  NAD 83(1986)-  27 27 25.57755(N)    097 33 42.86188(W) AD(       ) 4
 AH1492  NAD 27      -  27 27 24.43600(N)    097 33 41.87800(W) AD(       ) 3
 AH1492
 AH1492.Superseded values are not recommended for survey control.
 AH1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1492.See file dsdata.txt to determine how the superseded data were derived.
 AH1492
 AH1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4210737887(NAD 83)
 AH1492_MARKER: 66 = WINDMILL
 AH1492
 AH1492  HISTORY     - Date     Condition        Report By
 AH1492  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1492
 AH1492                          STATION DESCRIPTION
 AH1492
 AH1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1492'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 6.5 MILES SW OF
 AH1492'LAURELES, ABOUT 1.25 MILES EAST OF AGUA DULCE CREEK, ABOUT 1
 AH1492'MILE SE OF THE MOST SOUTHERLY PART OF A U BEND IN CHILTIPIN CREEK,
 AH1492'AT NAVY LANDING FIELD NO. 15 (ABANDONED), ABOUT 0.6 MILE NE OF THE
 AH1492'END OF THE SHELL ROAD AT THE WEST SIDE OF THE FIELD, 84 FT.
 AH1492'SOUTH OF A 30 FT. DIAMETER WATER TROUGH, 60 FT. NORTH OF A
 AH1492'SIMILAR WATER TROUGH, AND 19 FT. NORTH OF A FENCE.
 AH1492'
 AH1492'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT 30 FT.
 AH1492'HIGH SET ON A CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1575 ***********************************************************************
 AH1575  DESIGNATION -  FIELD 25 WINDMILL
 AH1575  PID         -  AH1575
 AH1575  STATE/COUNTY-  TX/KLEBERG
 AH1575  USGS QUAD   -  LAURELES RANCH (1975)
 AH1575
 AH1575                         *CURRENT SURVEY CONTROL
 AH1575  ___________________________________________________________________
 AH1575* NAD 83(1993)-  27 30 36.62788(N)    097 37 19.11876(W)     ADJUSTED  
 AH1575* NAVD 88     -                                                        
 AH1575  ___________________________________________________________________
 AH1575  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AH1575  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AH1575
 AH1575  HORZ ORDER  -  THIRD
 AH1575
 AH1575.The horizontal coordinates were established by classical geodetic methods
 AH1575.and adjusted by the National Geodetic Survey in February 1996..
 AH1575
 AH1575
 AH1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1575
 AH1575.The geoid height was determined by GEOID03.
 AH1575
 AH1575;                    North         East     Units Scale Factor Converg.
 AH1575;SPC TX S     - 5,204,549.645   386,744.893   MT  0.99993412   +0 23 55.1
 AH1575;SPC TX S     -17,075,259.96  1,268,845.54   sFT  0.99993412   +0 23 55.1
 AH1575;UTM  14      - 3,043,699.924   636,105.948   MT  0.99982867   +0 38 11.8
 AH1575
 AH1575                          SUPERSEDED SURVEY CONTROL
 AH1575
 AH1575  NAD 83(1986)-  27 30 36.63914(N)    097 37 19.09485(W) AD(       ) 4
 AH1575  NAD 27      -  27 30 35.50900(N)    097 37 18.11400(W) AD(       ) 3
 AH1575
 AH1575.Superseded values are not recommended for survey control.
 AH1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1575.See file dsdata.txt to determine how the superseded data were derived.
 AH1575
 AH1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3610643700(NAD 83)
 AH1575_MARKER: 66 = WINDMILL
 AH1575
 AH1575  HISTORY     - Date     Condition        Report By
 AH1575  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1575
 AH1575                          STATION DESCRIPTION
 AH1575
 AH1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1575'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 7 MILES EAST
 AH1575'OF LAURELES, ABOUT 1 MILE SSW OF A BRIDGE OVER CHILTIPIN
 AH1575'CREEK ALONG THE MAIN ROAD FROM KINGSVILLE TO LAURELES, AT
 AH1575'THE SOUTH SIDE OF NAVY LANDING FIELD NO. 25 (ABANDONED),
 AH1575'74 FT. NORTH OF THE LANDING FIELD SOUTH FENCE, AND 63 FT.
 AH1575'SOUTH OF A WATER TROUGH, AND WITHIN A SMALL FENCED ENCLOSURE.
 AH1575'
 AH1575'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT 30 FT.
 AH1575'HIGH SET ON A 15 FT. SQUARE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0865 ***********************************************************************
 DO0865  DESIGNATION -  FIELD ET
 DO0865  PID         -  DO0865
 DO0865  STATE/COUNTY-  TX/THROCKMORTON
 DO0865  USGS QUAD   -  ANTELOPE CREEK SE (1981)
 DO0865
 DO0865                         *CURRENT SURVEY CONTROL
 DO0865  ___________________________________________________________________
 DO0865* NAD 83(1993)-  33 16 32.13192(N)    099 21 44.04585(W)     ADJUSTED  
 DO0865* NAVD 88     -       490.1    (meters)    1608.     (feet)  VERTCON   
 DO0865  ___________________________________________________________________
 DO0865  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DO0865  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DO0865
 DO0865  HORZ ORDER  -  SECOND
 DO0865
 DO0865.The horizontal coordinates were established by classical geodetic methods
 DO0865.and adjusted by the National Geodetic Survey in February 1996..
 DO0865
 DO0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0865
 DO0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0865
 DO0865.The geoid height was determined by GEOID03.
 DO0865
 DO0865;                    North         East     Units Scale Factor Converg.
 DO0865;SPC TXNC     - 2,178,743.754   519,683.337   MT  0.99988023   -0 28 12.9
 DO0865;SPC TXNC     - 7,148,095.13  1,704,994.41   sFT  0.99988023   -0 28 12.9
 DO0865;UTM  14      - 3,681,898.304   466,267.022   MT  0.99961403   -0 11 55.5
 DO0865
 DO0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0865!SPC TXNC     -   0.99992758  x   0.99988023  =   0.99980782
 DO0865!UTM  14      -   0.99992758  x   0.99961403  =   0.99954164
 DO0865
 DO0865:                Primary Azimuth Mark                     Grid Az
 DO0865:SPC TXNC     -  ROCK ET USGS 1966                        163 59 28.1
 DO0865:UTM  14      -  ROCK ET USGS 1966                        163 43 10.7
 DO0865
 DO0865|---------------------------------------------------------------------|
 DO0865| PID    Reference Object                     Distance      Geod. Az  |
 DO0865|                                                           dddmmss.s |
 DO0865| DO0864 ROCK ET USGS 1966                   APPROX. 0.8 KM 1633115.2 |
 DO0865| CX7194 FIELD ET RM 1                         7.206 METERS 25555     |
 DO0865| CX7195 FIELD ET RM 2                         8.836 METERS 34928     |
 DO0865|---------------------------------------------------------------------|
 DO0865
 DO0865                          SUPERSEDED SURVEY CONTROL
 DO0865
 DO0865  NAD 83(1993)-  33 16 32.13471(N)    099 21 44.04480(W) AD(       ) 2
 DO0865  NAD 83(1986)-  33 16 32.13955(N)    099 21 44.03719(W) AD(       ) 2
 DO0865  NAD 27      -  33 16 31.77812(N)    099 21 42.74914(W) AD(       ) 2
 DO0865  NGVD 29 (07/19/86)  490.0    (m)         1608.     (f) VERT ANG       
 DO0865
 DO0865.Superseded values are not recommended for survey control.
 DO0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0865.See file dsdata.txt to determine how the superseded data were derived.
 DO0865
 DO0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB6626781898(NAD 83)
 DO0865_MARKER: DD = SURVEY DISK
 DO0865_SETTING: 0 = UNSPECIFIED SETTING
 DO0865
 DO0865  HISTORY     - Date     Condition        Report By
 DO0865  HISTORY     - 1966     MONUMENTED       USGS
 DO0865
 DO0865                          STATION DESCRIPTION
 DO0865
 DO0865'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DO0865'THE STATION IS LOCATED NORTH 69 DEG EAST ABOUT 23 MILES (AIRLINE)
 DO0865'FROM HASKELL, TEXAS.  NORTH 57 DEG WEST ABOUT 12 MILES (AIRLINE)
 DO0865'FROM THROCKMORTON, TEXAS.  ON LAND OWNED BY THE SWENSON LAND AND
 DO0865'CATTLE COMPANY.  ABOUT ONE MILE NE OF FARM ROAD 1720, ON THE SE
 DO0865'CORNER OF A LOW EARTHEN DIKE.  162 FEET WEST OF A 25 FOOT TOWER
 DO0865'THAT HAS A SMALL TANK ON IT.  ABOUT 300 FEET NW OF OIL TANKS,
 DO0865'4.0 FEET NW OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE
 DO0865'STATION CAN BE LOCATED FROM THE WICHITA FALLS (NI 14-8)
 DO0865'1--250,000 SERIES MAP.
 DO0865'
 DO0865'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0865'
 DO0865'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0865'ROD DRIVEN TO REFUSAL (7 FEET) CENTERED IN A 6-INCH TILE, 12
 DO0865'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 DO0865'GROUND AND IS STAMPED FIELD ET 1966
 DO0865'
 DO0865'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0865'COPPER-COATED ROD DRIVEN TO REFUSAL (7 FEET) FLUSH WITH THE GROUND,
 DO0865'CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  RM
 DO0865'NO. 1 IS LOCATED 23.64 FEET. (7.206 METERS) WSW OF THE STATION
 DO0865'MARK.  THE TABLET IS STAMPED FIELD ET NO. 1 1966
 DO0865'
 DO0865'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0865'COPPER-COATED ROD DRIVEN TO REFUSAL (4.4 FEET) FLUSH WITH THE
 DO0865'GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0865'GRAVEL.  RM NO. 2 IS LOCATED 28.99 FEET (8.836 METERS) WSW OF
 DO0865'THE STATION MARK.  THE TABLET IS STAMPED FIELD ET NO. 2 1966
 DO0865'
 DO0865'THE DISTANCE BETWEEN RM NO. 1 AND RM NO. 2 IS 38.52 FEET
 DO0865'(11.739 METERS).
 DO0865'
 DO0865'AZIMUTH MARK--A PREVIOUSLY ESTABLISHED USGS ALUMINUM STATION
 DO0865'MARK TABLET STAMPED ROCK ET 1965 SET IN A CONCRETE POST THAT
 DO0865'PROJECTS 0.9 FEET.  AZIMUTH MARK IS LOCATED ABOUT 0.5 MILE SSE
 DO0865'OF STATION.  FIELD ET AZIMUTH MK 1966--WAS ADDED TO THE STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1428 ***********************************************************************
 AJ1428  DESIGNATION -  FIELDINGS
 AJ1428  PID         -  AJ1428
 AJ1428  STATE/COUNTY-  TX/WEBB
 AJ1428  USGS QUAD   -  CUERVO CREEK (1965)
 AJ1428
 AJ1428                         *CURRENT SURVEY CONTROL
 AJ1428  ___________________________________________________________________
 AJ1428* NAD 83(1993)-  27 40 31.94890(N)    099 33 44.08078(W)     ADJUSTED  
 AJ1428* NAVD 88     -       203.53   (+/-2cm)     667.7    (feet)  VERTCON   
 AJ1428  ___________________________________________________________________
 AJ1428  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AJ1428  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AJ1428
 AJ1428  HORZ ORDER  -  FIRST
 AJ1428  VERT ORDER  -  THIRD ? (See Below)
 AJ1428
 AJ1428.The horizontal coordinates were established by classical geodetic methods
 AJ1428.and adjusted by the National Geodetic Survey in February 1996..
 AJ1428
 AJ1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1428.The vertical order pertains to the NGVD 29 superseded value.
 AJ1428
 AJ1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1428
 AJ1428.The geoid height was determined by GEOID03.
 AJ1428
 AJ1428;                    North         East     Units Scale Factor Converg.
 AJ1428;SPC TX S     - 5,223,012.753   195,209.373   MT  0.99996385   -0 28 56.2
 AJ1428;SPC TX S     -17,135,834.34    640,449.42   sFT  0.99996385   -0 28 56.2
 AJ1428;UTM  14      - 3,061,387.631   444,553.481   MT  0.99963795   -0 15 40.1
 AJ1428
 AJ1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1428!SPC TX S     -   0.99997178  x   0.99996385  =   0.99993564
 AJ1428!UTM  14      -   0.99997178  x   0.99963795  =   0.99960975
 AJ1428
 AJ1428:                Primary Azimuth Mark                     Grid Az
 AJ1428:SPC TX S     -  WINDMILL NE OF STA FIELDINGS             002 00 53.2
 AJ1428:UTM  14      -  WINDMILL NE OF STA FIELDINGS             001 47 37.1
 AJ1428
 AJ1428|---------------------------------------------------------------------|
 AJ1428| PID    Reference Object                     Distance      Geod. Az  |
 AJ1428|                                                           dddmmss.s |
 AJ1428| AJ1422 WINDMILL NE OF STA FIELDINGS        APPROX. 2.1 KM 0013157.0 |
 AJ1428| AJ1381 WINDMILL NE OF STA ORVIL            APPROX.10.8 KM 0774305.6 |
 AJ1428| AJ1427 WINDMILL NE OF STATION KNOB         APPROX. 3.6 KM 1043051.8 |
 AJ1428| AJ1383 WINDMILL EAST OF STATION ORVIL      APPROX.10.7 KM 1065413.1 |
 AJ1428| AJ1382 ORVIL                               APPROX.10.0 KM 1151255.5 |
 AJ1428| AJ1376 WHITE WINDMILL SW OF STA ORVIL      APPROX.11.0 KM 1281956.2 |
 AJ1428| AJ1425 WINDMILL NEAR MAVERICK              APPROX. 7.5 KM 1332951.6 |
 AJ1428| CV3176 FIELDINGS RM                         20.250 METERS 16306     |
 AJ1428| AJ1441 SMALLHOUSE MINE                     APPROX.15.8 KM 2772116.0 |
 AJ1428| AJ1426 MATTHEWS RANCH WINDMILL             APPROX. 3.2 KM 3031228.4 |
 AJ1428| AJ1424 WINDMILL E OF N OF FIELDINGS        APPROX. 5.6 KM 3410742.3 |
 AJ1428|---------------------------------------------------------------------|
 AJ1428
 AJ1428                          SUPERSEDED SURVEY CONTROL
 AJ1428
 AJ1428  NAD 83(1986)-  27 40 31.94536(N)    099 33 44.05524(W) AD(       ) 1
 AJ1428  NAD 27      -  27 40 30.89700(N)    099 33 42.90400(W) AD(       ) 1
 AJ1428  NGVD 29 (07/19/86)  203.50   (m)          667.6    (f) LEVELING    3  
 AJ1428
 AJ1428.Superseded values are not recommended for survey control.
 AJ1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1428.See file dsdata.txt to determine how the superseded data were derived.
 AJ1428
 AJ1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4455361388(NAD 83)
 AJ1428_MARKER: DS = TRIANGULATION STATION DISK
 AJ1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1428
 AJ1428  HISTORY     - Date     Condition        Report By
 AJ1428  HISTORY     - 1917     MONUMENTED       CGS
 AJ1428  HISTORY     - 1944     GOOD             CGS
 AJ1428  HISTORY     - 1965     GOOD             USGS
 AJ1428  HISTORY     - 1974     GOOD             NGS
 AJ1428
 AJ1428                          STATION DESCRIPTION
 AJ1428
 AJ1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1428'STATION IS ABOUT 12 MILES DIRECT OF 15 MILES BY ROAD W OF N FROM
 AJ1428'LAREDO, 1 MILE ENE OF CLIFTONS RANCH HOUSE, 1-1/2 MILES ENE
 AJ1428'OF THE LAREDO-EAGLE PASS WAGON ROAD, ON THE TOP OF THE HIGHEST
 AJ1428'AND MOST PROMINENT HILL IN THE VICINITY.
 AJ1428'
 AJ1428'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AJ1428'
 AJ1428'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1428'
 AJ1428'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AJ1428'20.25 METERS (66.4 FEET) FROM THE STATION, S 16 DEG 54 MIN E.
 AJ1428'
 AJ1428'THE STATION IS BEST REACHED FROM LAREDO BY FOLLOWING THE
 AJ1428'LAREDO-MINERA WAGON ROAD ABOUT 12 MILES TO A FORK OF THE ROAD
 AJ1428'AT THE RAILROAD CROSSING.  TAKE THE RIGHT-HAND ROAD, CROSS
 AJ1428'THE RAILROAD, AND FOLLOW 1 MILE TO A RANCH HOUSE.  PASSING
 AJ1428'IN FRONT OF THE RANCH HOUSE, FOLLOW THE OLD ROAD 1-1/2 MILES
 AJ1428'TO THE TOP OF THE HILL TO THE EASTWARD WHERE THE STATION IS.
 AJ1428'
 AJ1428'ELEVATION OF STATION, 203.5 METERS (668 FEET).
 AJ1428
 AJ1428                          STATION RECOVERY (1944)
 AJ1428
 AJ1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 AJ1428'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 AJ1428
 AJ1428                          STATION RECOVERY (1965)
 AJ1428
 AJ1428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AJ1428'STATION WAS RECOVERED.  IT IS A STANDARD TABLET SET IN THE
 AJ1428'TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE THE
 AJ1428'GROUND, STAMPED FIELDINGS 1917.
 AJ1428'
 AJ1428'FROM POST OFFICE, LAREDO, GO 0.2 MILES E (4 BLOCKS) TO SAN
 AJ1428'BERNARDO AVE., THENCE 4.0 MILES NORTH ON SAN BERNARDO AVE. TO
 AJ1428'JCT WITH FARM RD 1472, TURN LEFT ONTO 1472 AND GO 7.4 MILES
 AJ1428'NW, TURN RIGHT ONTO LAS TIENDAS RD (GRAVEL RD), GO 1.0 MILE
 AJ1428'N, TURN RIGHT AND GO THROUGH LOCKED GATE, GO 1.4 MILES E TO
 AJ1428'DIM TRAIL NW, FOLLOW TRAIL FOR 0.5 MILES NW TO DIM TRAIL W,
 AJ1428'GO ABOUT 0.2 MILE ALONG DIM TRAIL, JUST AFTER THE TRAIL TURNS
 AJ1428'SOUTH, LEAVE TRAIL AND TURN WEST INTO CLEAR AREA, GO CROSS
 AJ1428'COUNTRY FOR 0.4 MILES TO TOP OF RIDGE WHICH HAS FOUR
 AJ1428'INDIVIDUAL TOPS, STATION IS ON SECOND TOP FROM THE SOUTH.
 AJ1428
 AJ1428                          STATION RECOVERY (1974)
 AJ1428
 AJ1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 AJ1428'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0691 ***********************************************************************
 DQ0691  DESIGNATION -  FIELDTON
 DQ0691  PID         -  DQ0691
 DQ0691  STATE/COUNTY-  TX/LAMB
 DQ0691  USGS QUAD   -  SPADE (1985)
 DQ0691
 DQ0691                         *CURRENT SURVEY CONTROL
 DQ0691  ___________________________________________________________________
 DQ0691* NAD 83(1993)-  33 59 04.34838(N)    102 12 56.21266(W)     ADJUSTED  
 DQ0691* NAVD 88     -      1091.5    (meters)    3581.     (feet)  VERTCON   
 DQ0691  ___________________________________________________________________
 DQ0691  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DQ0691  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 DQ0691
 DQ0691  HORZ ORDER  -  SECOND
 DQ0691
 DQ0691.The horizontal coordinates were established by classical geodetic methods
 DQ0691.and adjusted by the National Geodetic Survey in February 1996..
 DQ0691
 DQ0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0691
 DQ0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0691
 DQ0691.The geoid height was determined by GEOID03.
 DQ0691
 DQ0691;                    North         East     Units Scale Factor Converg.
 DQ0691;SPC TXNC     - 2,263,113.163   256,741.416   MT  1.00000503   -2 01 35.3
 DQ0691;SPC TXNC     - 7,424,897.10    842,325.80   sFT  1.00000503   -2 01 35.3
 DQ0691;UTM  13      - 3,763,937.115   757,216.799   MT  1.00041566   +1 33 26.1
 DQ0691
 DQ0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0691!SPC TXNC     -   0.99983260  x   1.00000503  =   0.99983762
 DQ0691!UTM  13      -   0.99983260  x   1.00041566  =   1.00024819
 DQ0691
 DQ0691|---------------------------------------------------------------------|
 DQ0691| PID    Reference Object                     Distance      Geod. Az  |
 DQ0691|                                                           dddmmss.s |
 DQ0691| CJ6343 FIELDTON RM 1                        50.347 METERS 09148     |
 DQ0691| CJ6344 FIELDTON RM 2                        52.798 METERS 19321     |
 DQ0691| DQ0695 LITTLEFIELD MUNICIPAL TANK          APPROX.12.5 KM 2385305.1 |
 DQ0691| CJ6342 FIELDTON AZ MK                                     2841510.2 |
 DQ0691|---------------------------------------------------------------------|
 DQ0691
 DQ0691                          SUPERSEDED SURVEY CONTROL
 DQ0691
 DQ0691  NAD 83(1986)-  33 59 04.35554(N)    102 12 56.20729(W) AD(       ) 2
 DQ0691  NAD 27      -  33 59 04.02300(N)    102 12 54.57500(W) AD(       ) 2
 DQ0691  NGVD 29 (07/19/86) 1091.0    (m)         3579.     (f) VERT ANG       
 DQ0691
 DQ0691.Superseded values are not recommended for survey control.
 DQ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0691.See file dsdata.txt to determine how the superseded data were derived.
 DQ0691
 DQ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT5721763937(NAD 83)
 DQ0691_MARKER: DS = TRIANGULATION STATION DISK
 DQ0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0691
 DQ0691  HISTORY     - Date     Condition        Report By
 DQ0691  HISTORY     - 1935     MONUMENTED       CGS
 DQ0691  HISTORY     - 1938     GOOD             TXHD
 DQ0691  HISTORY     - 1948     GOOD             LOCSUR
 DQ0691  HISTORY     - 1949     GOOD             CGS
 DQ0691  HISTORY     - 1956     POOR             USGS
 DQ0691  HISTORY     - 1959     GOOD             CGS
 DQ0691  HISTORY     - 1986     MARK NOT FOUND   AMOCO
 DQ0691
 DQ0691                          STATION DESCRIPTION
 DQ0691
 DQ0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0691'STATION IS ABOUT 7-1/2 MILES NE OF LITTLEFIELD AND ABOUT
 DQ0691'4 MILES S OF THE FIELDTON POST OFFICE, ON THE HIGHEST GROUND
 DQ0691'IN THE VICINITY, ABOUT 0.5 MILE E OF THE MATTESVILLE SERVICE
 DQ0691'STATION.  THERE IS A FARMHOUSE ABOUT 150 YARDS NE OF THE STATION.
 DQ0691'THE MARK PROJECTS 10 INCHES.
 DQ0691'
 DQ0691'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0691'BRONZE DISKS SET IN CONCRETE.
 DQ0691'
 DQ0691'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 4 INCHES.
 DQ0691'
 DQ0691'REFERENCE MARK NO. 2 IS SSW OF THE STATION AND PROJECTS
 DQ0691'3 INCHES.
 DQ0691'
 DQ0691'AZIMUTH MARK IS W OF THE STATION, ABOUT 100 YARDS S OF THE
 DQ0691'MATTHESVILLE SERVICE STATION, 41 FEET E OF THE CENTER
 DQ0691'OF THE FIELDTON ROAD AND IS 25 FEET N OF THE CENTER OF AN
 DQ0691'E-W SECTION-LINE ROAD.  THE MARK PROJECTS 4 INCHES.
 DQ0691'
 DQ0691'THE STATION IS REACHED FROM FIELDTON BY GOING S 4.0 MILES,
 DQ0691'TURN E 0.5 MILE, S ON A FARM ROAD 0.15 MILE TO TOP OF THE
 DQ0691'HILL.  DRIVE SOUTHWESTERLY 0.5 MILE TO THE STATION.
 DQ0691'
 DQ0691'A 60-FOOT TOWER CLEARED ALL LINES.
 DQ0691
 DQ0691                          STATION RECOVERY (1938)
 DQ0691
 DQ0691'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0691'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0691'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0691
 DQ0691                          STATION RECOVERY (1948)
 DQ0691
 DQ0691'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948 (WB)
 DQ0691'LETTER OF MR. WALKER BARTON, LITTLEFIELD, TEX., DATED APRIL
 DQ0691'15, 1948--
 DQ0691'
 DQ0691'FOUND AZIMUTH MARK OF TRIANGULATION STATION FIELDTON WHICH
 DQ0691'EVIDENTLY HAD BEEN DESTROYED BY A HIGHWAY CONSTRUCTION CREW.
 DQ0691'THE MONUMENT IS LYING BESIDE THE ROAD PROBABLY 50 FT. FROM
 DQ0691'ITS LOCATION.
 DQ0691'
 DQ0691'REFERENCE-MARK DISK STAMPED FIELDTON AZIMUTH 1935 RECEIVED
 DQ0691'AT THIS OFFICE MAY 3, 1948.
 DQ0691
 DQ0691                          STATION RECOVERY (1949)
 DQ0691
 DQ0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DQ0691'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 DQ0691'ORIGINAL DESCRIPTION SATISFACTORY.
 DQ0691
 DQ0691                          STATION RECOVERY (1956)
 DQ0691
 DQ0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DQ0691'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  A CONCRETE
 DQ0691'POST, WITH TOP BROKEN OFF, WAS FOUND OUT OF GROUND AT THE
 DQ0691'APPROXIMATE LOCATION OF THE AZIMUTH MARK.
 DQ0691
 DQ0691                          STATION RECOVERY (1959)
 DQ0691
 DQ0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 DQ0691'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 DQ0691'CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION
 DQ0691'SITE ARE CORRECT.
 DQ0691
 DQ0691                          STATION RECOVERY (1986)
 DQ0691
 DQ0691'RECOVERY NOTE BY AMOCO OIL COMPANY 1986 (LCC)
 DQ0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0987 ***********************************************************************
 CD0987  DESIGNATION -  FIGURE TWO
 CD0987  PID         -  CD0987
 CD0987  STATE/COUNTY-  TX/CULBERSON
 CD0987  USGS QUAD   -  BITTER WELL MOUNTAIN (1973)
 CD0987
 CD0987                         *CURRENT SURVEY CONTROL
 CD0987  ___________________________________________________________________
 CD0987* NAD 83(1993)-  31 30 01.56946(N)    104 45 14.83522(W)     ADJUSTED  
 CD0987* NAVD 88     -      1166.04   (+/-2cm)    3825.6    (feet)  VERTCON   
 CD0987  ___________________________________________________________________
 CD0987  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CD0987  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CD0987
 CD0987  HORZ ORDER  -  THIRD
 CD0987  VERT ORDER  -  THIRD ? (See Below)
 CD0987
 CD0987.The horizontal coordinates were established by classical geodetic methods
 CD0987.and adjusted by the National Geodetic Survey in February 1996..
 CD0987
 CD0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0987.The vertical order pertains to the NGVD 29 superseded value.
 CD0987
 CD0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0987
 CD0987.The geoid height was determined by GEOID03.
 CD0987
 CD0987;                    North         East     Units Scale Factor Converg.
 CD0987;SPC TX C     - 3,211,629.368   280,161.183   MT  0.99991955   -2 16 37.1
 CD0987;SPC TX C     -10,536,820.68    919,162.15   sFT  0.99991955   -2 16 37.1
 CD0987;UTM  13      - 3,485,091.144   523,349.667   MT  0.99960672   +0 07 42.5
 CD0987
 CD0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0987!SPC TX C     -   0.99982057  x   0.99991955  =   0.99974014
 CD0987!UTM  13      -   0.99982057  x   0.99960672  =   0.99942736
 CD0987
 CD0987:                Primary Azimuth Mark                     Grid Az
 CD0987:SPC TX C     -  SALT                                     296 46 36.0
 CD0987:UTM  13      -  SALT                                     294 22 16.4
 CD0987
 CD0987|---------------------------------------------------------------------|
 CD0987| PID    Reference Object                     Distance      Geod. Az  |
 CD0987|                                                           dddmmss.s |
 CD0987| CD0339 SALT                                APPROX. 9.9 KM 2942958.9 |
 CD0987|---------------------------------------------------------------------|
 CD0987
 CD0987                          SUPERSEDED SURVEY CONTROL
 CD0987
 CD0987  NAD 83(1986)-  31 30 01.56992(N)    104 45 14.83373(W) AD(       ) 3
 CD0987  NAD 27      -  31 30 01.11791(N)    104 45 13.04077(W) AD(       ) 3
 CD0987  NGVD 29 (07/19/86) 1165.55   (m)         3824.0    (f) LEVELING    3  
 CD0987
 CD0987.Superseded values are not recommended for survey control.
 CD0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0987.See file dsdata.txt to determine how the superseded data were derived.
 CD0987
 CD0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ2335085091(NAD 83)
 CD0987_MARKER: DD = SURVEY DISK
 CD0987_SETTING: 0 = UNSPECIFIED SETTING
 CD0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0987
 CD0987  HISTORY     - Date     Condition        Report By
 CD0987  HISTORY     - 1946     MONUMENTED       USGS
 CD0987
 CD0987                          STATION DESCRIPTION
 CD0987
 CD0987'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CD0987'STATION LOCATED 5.5 MI. E. AND 3 MI. N. OF FIGURE 2 RANCH
 CD0987'HEADQUARTERS, 3 MI. DUE S. OF THE MOST WESTERN MOUNTAIN IN THE
 CD0987'DELAWARE MOUNTAINS, 300 FT. E. OF TRACK RD. THAT RUNS N. FROM JOHN
 CD0987'WELL AND APPROXIMATELY 0.5 MI. S. OF E-W. FENCE.
 CD0987'
 CD0987'STATION MARK--STANDARD TABLET SET IN CONCRETE POST 4 IN. ABOVE THE
 CD0987'GROUND, STAMPED ---FIGURE TWO 1946---.
 CD0987'
 CD0987'REFERENCE MARK--STANDARD REFERENCE TABLET SET IN CONCRETE POST 4 IN.
 CD0987'ABOVE THE GROUND, STAMPED ---FIGURE TWO 1946---, 287 FT. FROM
 CD0987'STATION, N 53 DEG 03 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3057 ***********************************************************************
 CS3057  DESIGNATION -  FILES
 CS3057  PID         -  CS3057
 CS3057  STATE/COUNTY-  TX/HILL
 CS3057  USGS QUAD   -  FILES VALLEY (1978)
 CS3057
 CS3057                         *CURRENT SURVEY CONTROL
 CS3057  ___________________________________________________________________
 CS3057* NAD 83(1993)-  32 12 03.67691(N)    097 05 12.77534(W)     ADJUSTED  
 CS3057* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 CS3057  ___________________________________________________________________
 CS3057  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 CS3057  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CS3057
 CS3057  HORZ ORDER  -  SECOND
 CS3057
 CS3057.The horizontal coordinates were established by classical geodetic methods
 CS3057.and adjusted by the National Geodetic Survey in February 1996..
 CS3057
 CS3057.The orthometric height was scaled from a topographic map.
 CS3057
 CS3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3057
 CS3057.The geoid height was determined by GEOID03.
 CS3057
 CS3057;                    North         East     Units Scale Factor Converg.
 CS3057;SPC TXNC     - 2,060,152.195   733,231.378   MT  0.99998194   +0 46 14.5
 CS3057;SPC TXNC     - 6,759,015.99  2,405,609.95   sFT  0.99998194   +0 46 14.5
 CS3057;UTM  14      - 3,564,322.394   680,323.439   MT  1.00000101   +1 01 11.1
 CS3057
 CS3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3057!SPC TXNC     -   0.99996201  x   0.99998194  =   0.99994395
 CS3057!UTM  14      -   0.99996201  x   1.00000101  =   0.99996302
 CS3057
 CS3057|---------------------------------------------------------------------|
 CS3057| PID    Reference Object                     Distance      Geod. Az  |
 CS3057|                                                           dddmmss.s |
 CS3057| CY1829 FILES RM 1                           37.323 METERS 08609     |
 CS3057| CS3067 ITASCA COTTON MFG CO TANK           APPROX. 7.6 KM 2202807.8 |
 CS3057| CY1828 FILES AZ MK                                        2321407.6 |
 CS3057| CS3071 ITASCA MUNICIPAL STANDPIPE          APPROX. 7.5 KM 2330125.5 |
 CS3057| CY1830 FILES RM 2                           24.530 METERS 28211     |
 CS3057| CS3048 GRANDVIEW MUNICIPAL STANDPIPE       APPROX.11.8 KM 3114012.3 |
 CS3057|---------------------------------------------------------------------|
 CS3057
 CS3057                          SUPERSEDED SURVEY CONTROL
 CS3057
 CS3057  NAD 83(1986)-  32 12 03.68377(N)    097 05 12.75562(W) AD(       ) 2
 CS3057  NAD 27      -  32 12 03.15000(N)    097 05 11.73600(W) AD(       ) 2
 CS3057
 CS3057.Superseded values are not recommended for survey control.
 CS3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3057.See file dsdata.txt to determine how the superseded data were derived.
 CS3057
 CS3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA8032364322(NAD 83)
 CS3057_MARKER: DS = TRIANGULATION STATION DISK
 CS3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3057
 CS3057  HISTORY     - Date     Condition        Report By
 CS3057  HISTORY     - 1948     MONUMENTED       CGS
 CS3057  HISTORY     - 1966     GOOD             USGS
 CS3057
 CS3057                          STATION DESCRIPTION
 CS3057
 CS3057'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3057'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ITASCA,
 CS3057'ABOUT 12 MILES WEST OF ITALY, ON A SMALL, ROUND KNOLL WHICH
 CS3057'IS OWNED BY THE PRESBYTERIAN SCHOOL AND HOME.  IT IS ABOUT
 CS3057'0.4 MILE SOUTHWEST OF THE SCHOOL, ABOUT 35 YARDS NORTH OF
 CS3057'AN OLD QUARRY, AND 78 FEET EAST OF A FENCE LINE.  THE DISK
 CS3057'IS STAMPED FILES 1948 AND PROJECTS 3 INCHES.
 CS3057'
 CS3057'REFERENCE MARK NO. 1 IS 122.45 FEET EAST-NORTHEAST OF THE
 CS3057'STATION, AND 10 YARDS NORTH OF THE OLD QUARRY.  THE DISK
 CS3057'IS STAMPED FILES NO 1 1948 AND PROJECTS 3 INCHES.
 CS3057'
 CS3057'REFERENCE MARK NO. 2 IS 80.48 FEET WEST-NORTHWEST OF THE
 CS3057'STATION, 14 FEET EAST OF THE FENCE LINE, AND 4 FEET SOUTHEAST
 CS3057'OF A POWER POLE.  THE DISK IS STAMPED FILES NO 2 1948 AND
 CS3057'PROJECTS 4 INCHES.
 CS3057'
 CS3057'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF THE
 CS3057'STATION, 57 FEET SOUTH OF FARM ROAD 66, AND 6.5 FEET EAST OF
 CS3057'A TELEPHONE POLE.  IT IS SET IN A V FORMED BY THE INTERSECTION
 CS3057'OF 2 FENCES.  THE DISK IS STAMPED FILES 1948 AND PROJECTS
 CS3057'8 INCHES.
 CS3057'
 CS3057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 CS3057'AND FARM ROAD 66 IN ITASCA, GO EAST ON FARM ROAD 66 FOR 4.6
 CS3057'MILES TO A FORK IN THE ROAD AND THE AZIMUTH MARK ON THE
 CS3057'RIGHT AS DESCRIBED.  CONTINUE FOR 0.55 MILE TO A GATE ON
 CS3057'THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, TURN SHARP
 CS3057'RIGHT AND FOLLOW A TRACK ROAD TO THE TOP OF THE KNOLL AND
 CS3057'THE STATION AS DESCRIBED.
 CS3057'
 CS3057'A 74 FOOT SIGNAL AT BELL IS VISIBLE AT 37 FEET.
 CS3057'
 CS3057'A 100 FOOT SIGNAL AT MAYFIELD IS VISIBLE AT 37 FEET.
 CS3057'
 CS3057'A 100 FOOT SIGNAL AT ITASCA IS VISIBLE AT 10 FEET.
 CS3057'
 CS3057'A 74 FOOT SIGNAL AT BOISDARC IS VISIBLE AT 10 FEET.
 CS3057'
 CS3057'A 100 FOOT SIGNAL AT ISLAND IS VISIBLE AT 37 FEET.
 CS3057'
 CS3057'AN 87 FOOT SIGNAL AT PARKER IS VISIBLE AT THE GROUND.
 CS3057'
 CS3057'A 100 FOOT SIGNAL AT GRANDVIEW IS VISIBLE FROM THE GROUND.
 CS3057'
 CS3057'A 100 FOOT SIGNAL AT ORCHARD IS VISIBLE FROM THE GROUND.
 CS3057'
 CS3057'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CS3057
 CS3057                          STATION RECOVERY (1966)
 CS3057
 CS3057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CS3057'STATION FOUND IN GOOD CONDITION.  TO REACH FROM THE INTERSECTION
 CS3057'OF U.S. HWY 81 AND FM 66 IN ITASCA, GO E ON FM 66 FOR 2.3
 CS3057'MILES TO OVERPASS.  CONTINUE E ON FM 66 FOR 3.7 MILES TO
 CS3057'PRIVATE ROAD ON RIGHT ABOUT 0.1 MILE SW OF ENTRANCE TO THE
 CS3057'PRESBYTERIAN SCHOOL AND HOME.  TURN RIGHT FOR 0.3 MILE TO
 CS3057'TOP OF HILL AND HOUSE.  STATION IS ABOUT 100 FEET SW OF
 CS3057'HOUSE IN YARD.
 CS3057'
 CS3057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 CS3057'NE OF ITASCA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0776 ***********************************************************************
 DQ0776  DESIGNATION -  FILLINGIM
 DQ0776  PID         -  DQ0776
 DQ0776  STATE/COUNTY-  TX/YOAKUM
 DQ0776  USGS QUAD   -  PRAIRIEVIEW SE (1970)
 DQ0776
 DQ0776                         *CURRENT SURVEY CONTROL
 DQ0776  ___________________________________________________________________
 DQ0776* NAD 83(1993)-  33 01 21.81025(N)    103 02 09.57328(W)     ADJUSTED  
 DQ0776* NAVD 88     -      1140.8    (meters)    3743.     (feet)  VERTCON   
 DQ0776  ___________________________________________________________________
 DQ0776  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DQ0776  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 DQ0776
 DQ0776  HORZ ORDER  -  FIRST
 DQ0776
 DQ0776.The horizontal coordinates were established by classical geodetic methods
 DQ0776.and adjusted by the National Geodetic Survey in February 1996..
 DQ0776
 DQ0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0776
 DQ0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0776
 DQ0776.The geoid height was determined by GEOID03.
 DQ0776
 DQ0776;                    North         East     Units Scale Factor Converg.
 DQ0776;SPC TXNC     - 2,159,519.562   176,391.196   MT  0.99987275   -2 28 26.1
 DQ0776;SPC TXNC     - 7,085,023.76    578,710.12   sFT  0.99987275   -2 28 26.1
 DQ0776;SPC NM E     -   225,021.527   286,202.794   MT  1.00009016   +0 42 25.6
 DQ0776;SPC NM E     -   738,258.13    938,983.67   sFT  1.00009016   +0 42 25.6
 DQ0776;UTM  13      - 3,655,520.031   683,437.043   MT  1.00001490   +1 04 14.3
 DQ0776
 DQ0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0776!SPC TXNC     -   0.99982434  x   0.99987275  =   0.99969711
 DQ0776!SPC NM E     -   0.99982434  x   1.00009016  =   0.99991448
 DQ0776!UTM  13      -   0.99982434  x   1.00001490  =   0.99983923
 DQ0776
 DQ0776|---------------------------------------------------------------------|
 DQ0776| PID    Reference Object                     Distance      Geod. Az  |
 DQ0776|                                                           dddmmss.s |
 DQ0776| CJ6347 FILLINGIM RM 1                       28.237 METERS 08801     |
 DQ0776| CJ6348 FILLINGIM RM 2                       39.231 METERS 19204     |
 DQ0776| DQ0774 CREAK                               APPROX.13.5 KM 3330859.8 |
 DQ0776| DQ0772 ECHOL                               APPROX.37.5 KM 3463718.0 |
 DQ0776|---------------------------------------------------------------------|
 DQ0776
 DQ0776                          SUPERSEDED SURVEY CONTROL
 DQ0776
 DQ0776  NAD 83(1993)-  33 01 21.81179(N)    103 02 09.57262(W) AD(       ) 1
 DQ0776  NAD 83(1986)-  33 01 21.81543(N)    103 02 09.57006(W) AD(       ) 1
 DQ0776  NAD 27      -  33 01 21.43900(N)    103 02 07.77700(W) AD(       ) 1
 DQ0776  NGVD 29 (07/19/86) 1140.4    (m)         3741.     (f) VERT ANG       
 DQ0776
 DQ0776.Superseded values are not recommended for survey control.
 DQ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0776.See file dsdata.txt to determine how the superseded data were derived.
 DQ0776
 DQ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS8343755520(NAD 83)
 DQ0776_MARKER: DS = TRIANGULATION STATION DISK
 DQ0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0776
 DQ0776  HISTORY     - Date     Condition        Report By
 DQ0776  HISTORY     - 1934     MONUMENTED       CGS
 DQ0776  HISTORY     - 1938     GOOD             CGS
 DQ0776  HISTORY     - 1959     GOOD             CGS
 DQ0776  HISTORY     - 1962     MARK NOT FOUND   CHOCO
 DQ0776
 DQ0776                          STATION DESCRIPTION
 DQ0776
 DQ0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0776'ABOUT 16 MILES SOUTH OF BRONCO, TEX., POST OFFICE, IN SECTION 789,
 DQ0776'BLOCK D, ON THE HIGHEST POINT OF A SANDY HILL IN PASTURE LAND,
 DQ0776'ABOUT 3.0 MILES SOUTH OF THE FILLINGIM RANCH, ABOUT 3.7 MILES
 DQ0776'NORTH OF THE COUNTY LINE, AND ABOUT 1.3 MILES EAST OF THE
 DQ0776'TEXAS-NEW MEXICO BOUNDARY.  TO REACH FROM BRONCO POST OFFICE, GO
 DQ0776'SOUTH 1.0 MILE ON U.S. HIGHWAY 62, LEAVE HIGHWAY AND CONTINUE
 DQ0776'SOUTH ON STATE-LINE ROAD 10.4 MILES, FROM POINT WHERE MAIN ROAD
 DQ0776'TURNS WEST CONTINUE 0.2 MILE SOUTH ON A TRAIL, GO SOUTHEAST ON
 DQ0776'A TRAIL 1.0 MILE, CROSS CATTLE GUARD AND GO EAST 0.2 MILE, GO
 DQ0776'SOUTH 0.1 MILE TO RANCH BUILDINGS OF T.F. FILLINGIM, GO
 DQ0776'SOUTH ACROSS COUNTRY 1.0 MILE, CROSS WIRE FENCE AND CONTINUE 2.0
 DQ0776'MILES TO THE TOP OF THE HIGHEST SAND HILL AND STATION.  THE
 DQ0776'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 DQ0776'CONCRETE.  REFERENCE MARK
 DQ0776'NO. 1 IS 92.64 FEET FROM STATION N 74 DEG 32 MIN E, AND
 DQ0776'NO. 2 IS 128.71 FEET FROM STATION S 01 DEG 24 MIN E.
 DQ0776'STATION CREAK MAY BE USED AS AN AZIMUTH MARK.
 DQ0776
 DQ0776                          STATION RECOVERY (1959)
 DQ0776
 DQ0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DCP)
 DQ0776'STATION AND BOTH REFERENCE MARKS FOUND IN GOOD CONDITION.
 DQ0776'
 DQ0776'THE AZIMUTH MARK NOT SEARCHED FOR.
 DQ0776'
 DQ0776'THE STATION IS 4.5 NORTH OF COUNTY LINE, 1.6 MILES EAST OF
 DQ0776'TEXAS-NEW MEXICO BOUNDARY, LOCATED ON LAND OWNED BY TROY FORT.
 DQ0776
 DQ0776                          STATION RECOVERY (1962)
 DQ0776
 DQ0776'RECOVERY NOTE BY CHEVRON OIL COMPANY 1962
 DQ0776'STATION HAS BEEN DESTROYED.  ONLY PART OF THE CEMENT BLOCK WAS
 DQ0776'FOUND.  LAND IS NOW BEING USED FOR FARMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2012 ***********************************************************************
 FL2012  DESIGNATION -  FILLY
 FL2012  PID         -  FL2012
 FL2012  STATE/COUNTY-  TX/ROBERTS
 FL2012  USGS QUAD   -  WASHBURN ARROYO (1972)
 FL2012
 FL2012                         *CURRENT SURVEY CONTROL
 FL2012  ___________________________________________________________________
 FL2012* NAD 83(1993)-  35 45 19.44007(N)    100 34 54.23870(W)     ADJUSTED  
 FL2012* NAVD 88     -       894.     (meters)    2933.     (feet)  SCALED    
 FL2012  ___________________________________________________________________
 FL2012  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 FL2012  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 FL2012
 FL2012  HORZ ORDER  -  SECOND
 FL2012
 FL2012.The horizontal coordinates were established by classical geodetic methods
 FL2012.and adjusted by the National Geodetic Survey in February 1996..
 FL2012
 FL2012.The orthometric height was scaled from a topographic map.
 FL2012
 FL2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2012
 FL2012.The geoid height was determined by GEOID03.
 FL2012
 FL2012;                    North         East     Units Scale Factor Converg.
 FL2012;SPC TX N     - 1,195,125.640   283,042.098   MT  0.99992817   +0 31 55.8
 FL2012;SPC TX N     - 3,921,008.04    928,613.95   sFT  0.99992817   +0 31 55.8
 FL2012;UTM  14      - 3,957,972.864   356,997.435   MT  0.99985199   -0 55 27.9
 FL2012
 FL2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2012!SPC TX N     -   0.99986395  x   0.99992817  =   0.99979213
 FL2012!UTM  14      -   0.99986395  x   0.99985199  =   0.99971596
 FL2012
 FL2012|---------------------------------------------------------------------|
 FL2012| PID    Reference Object                     Distance      Geod. Az  |
 FL2012|                                                           dddmmss.s |
 FL2012| CK8691 FILLY RM 1                            5.793 METERS 06909     |
 FL2012| CK8692 FILLY RM 2                            5.962 METERS 16456     |
 FL2012| CK8690 FILLY AZ MK                                        3084457.1 |
 FL2012|---------------------------------------------------------------------|
 FL2012
 FL2012                          SUPERSEDED SURVEY CONTROL
 FL2012
 FL2012  NAD 83(1993)-  35 45 19.44095(N)    100 34 54.23816(W) AD(       ) 2
 FL2012  NAD 83(1986)-  35 45 19.44574(N)    100 34 54.22700(W) AD(       ) 2
 FL2012  NAD 27      -  35 45 19.29000(N)    100 34 52.73700(W) AD(       ) 2
 FL2012
 FL2012.Superseded values are not recommended for survey control.
 FL2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2012.See file dsdata.txt to determine how the superseded data were derived.
 FL2012
 FL2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5699757973(NAD 83)
 FL2012_MARKER: DS = TRIANGULATION STATION DISK
 FL2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2012
 FL2012  HISTORY     - Date     Condition        Report By
 FL2012  HISTORY     - 1952     MONUMENTED       CGS
 FL2012
 FL2012                          STATION DESCRIPTION
 FL2012
 FL2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL2012'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF CANADIAN, 5
 FL2012'MILES NORTHEAST OF MIAMI, 1 MILE NORTHWEST OF RED DEER CREEK,
 FL2012'150 FEET EAST OF A FENCE LINE, 6 FEET SOUTH OF A WITNESS POST,
 FL2012'AND ON A GRASSY KNOLL IN A PASTURE.
 FL2012'
 FL2012'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 FL2012'FARM ROAD 282 IN MIAMI.  GO SOUTH ACROSS THE RAILROAD TRACKS
 FL2012'ON FARM ROAD 282 FOR 1.4 MILES TO THE JUNCTION OF FARM ROAD
 FL2012'282 AND 283, TAKE THE RIGHT FORK AND GO ON FARM ROAD 283 FOR
 FL2012'3.8 MILES TO A DIRT ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 3.85
 FL2012'MILES TO A CATTLE GUARD, TURN RIGHT, ACROSS CATTLE GUARD, AND
 FL2012'GO EASTERLY FOR 2.1 MILES TO A DIM TRACK ROAD RIGHT, TURN RIGHT
 FL2012'AND FOLLOW DIM TRACK ROAD FOR 0.5 MILE TO A GATE, PASS THROUGH
 FL2012'THE GATE AND GO SOUTHEAST FOR 0.7 MILE TO A WINDMILL, PASS TO
 FL2012'THE RIGHT OF THE WINDMILL AND CONTINUE SOUTHEAST FOR 0.8
 FL2012'MILE TO A GATE, PASS THROUGH THE GATE AND GO 0.1 MILE TO A
 FL2012'GATE, PASS THROUGH THE GATE AND GO SOUTHEAST FOR 0.4 MILE
 FL2012'TO A GATE,* PASS THROUGH THE GATE AND CONTINUE EAST AND
 FL2012'SOUTHEAST ON DIM TRACK ROAD FOR 1.1 MILES TO THE NORTHWEST
 FL2012'BASE OF A KNOLL AND A NORTH-SOUTH FENCE LINE.  STATION SITE
 FL2012'IS 150 FEET SOUTHEAST OF THIS POINT ON THE HIGHEST POINT OF
 FL2012'THE KNOLL.  *TO REACH THE AZIMUTH MARK FROM HERE, GO SOUTH FOR
 FL2012'0.1 MILE TO THE HIGHEST POINT OF A SMALL KNOLL.
 FL2012'
 FL2012'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL2012'POSTS.
 FL2012'
 FL2012'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 FL2012'FILLY 1951.
 FL2012'
 FL2012'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION MARK.
 FL2012'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED FILLY NO 1
 FL2012'1951.
 FL2012'
 FL2012'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION MARK.
 FL2012'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED FILLY NO 2
 FL2012'1951.
 FL2012'
 FL2012'THE AZIMUTH MARK IS 0.1 MILE SOUTH OF A GATE, 100 YARDS EAST
 FL2012'OF A DIM TRACK ROAD, 4 FEET SOUTHEAST OF A WITNESS POST, AND ON A
 FL2012'SMALL KNOLL.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 FL2012'STAMPED FILLY 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0986 ***********************************************************************
 AW0986  DESIGNATION -  FILTRATION C OF H
 AW0986  PID         -  AW0986
 AW0986  STATE/COUNTY-  TX/HARRIS
 AW0986  USGS QUAD   -  PASADENA (1995)
 AW0986
 AW0986                         *CURRENT SURVEY CONTROL
 AW0986  ___________________________________________________________________
 AW0986* NAD 83(1986)-  29 44 02.     (N)    095 12 50.     (W)     SCALED    
 AW0986* NAVD 88     -         4.38   (+/-2cm)      14.4    (feet)  VERTCON   
 AW0986  ___________________________________________________________________
 AW0986  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW0986  OBS GRAVITY -     979,290.4   (mgal)                       GRAV_OBS
 AW0986
 AW0986  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0986
 AW0986.The horizontal coordinates were scaled from a topographic map and have
 AW0986.an estimated accuracy of +/- 6 seconds.
 AW0986
 AW0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0986.The vertical order pertains to the NGVD 29 superseded value.
 AW0986
 AW0986.The geoid height was determined by GEOID03.
 AW0986.The observed gravity was obtained from relative gravimeter ties
 AW0986.to the IGSN71 gravity network.
 AW0986
 AW0986;                    North         East    Units  Estimated Accuracy
 AW0986;SPC TXSC     - 4,216,560.      966,170.      MT  (+/- 180 meters Scaled)
 AW0986
 AW0986                          SUPERSEDED SURVEY CONTROL
 AW0986
 AW0986  NGVD 29 (??/??/92)    4.381  (m)           14.37   (f) ADJ UNCH    1 2
 AW0986
 AW0986.Superseded values are not recommended for survey control.
 AW0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0986.See file dsdata.txt to determine how the superseded data were derived.
 AW0986
 AW0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN858913(NAD 83)
 AW0986_MARKER: Z = SEE DESCRIPTION
 AW0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0986+STABILITY: SURFACE MOTION
 AW0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0986+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 AW0986
 AW0986  HISTORY     - Date     Condition        Report By
 AW0986  HISTORY     - UNK      MONUMENTED       TX3280
 AW0986  HISTORY     - 1973     GOOD             NGS
 AW0986  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0986  HISTORY     - 1987     GOOD             USPSQD
 AW0986  HISTORY     - 1988     GOOD             USPSQD
 AW0986  HISTORY     - 1988     GOOD             USPSQD
 AW0986  HISTORY     - 20031022 GOOD             USPSQD
 AW0986
 AW0986                          STATION DESCRIPTION
 AW0986
 AW0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0986'0.25 MI NW FROM PASADENA.
 AW0986'ABOUT 0.25 MILE NORTHWEST ALONG CLINTON DR. FROM THE NORTH END OF THE
 AW0986'WASHBURN TUNNEL AT PASADENA, AT THE HOUSTON WATER PURIFICATION PLANT,
 AW0986'6 FEET EAST OF A FLAG POLE, ABOUT 1 FOOT BELOW THE SURFACE OF THE
 AW0986'CONCRETE BASE OF THE FLAG POLE, PROTECTED BY A 2-INCH PIPE WHICH IS
 AW0986'FILLED WITH GREASE, AND ALSO ENCASED IN A 10-INCH PIPE WITH A STEEL
 AW0986'COVER.  NOTE-- NEED PIPE WRENCH TO GET THE PIPE PROTECTIVE CAP LOOSE.
 AW0986'THIS IS A DEEP DRIVEN MARK.  THE DEPTH DRIVEN IS NOT KNOWN, NOR COULD
 AW0986'THIS INFORMATION BE OBTAINED FROM PERSONNEL AT THE PLANT.  POSSIBLY
 AW0986'ORIGINAL REPORTS RELATIVE TO THIS MARK HAS THIS INFORMATION.
 AW0986
 AW0986                          STATION RECOVERY (1978)
 AW0986
 AW0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0986'NOT RECOVERED.  NOTE=THE CAP OF THE PROTECTIVE PIPE IS NOW RUSTED ON
 AW0986'AND CANNOT BE REMOVED.
 AW0986
 AW0986                          STATION RECOVERY (1987)
 AW0986
 AW0986'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 AW0986'RECOVERED IN GOOD CONDITION.
 AW0986
 AW0986                          STATION RECOVERY (1988)
 AW0986
 AW0986'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0986'RECOVERED IN GOOD CONDITION.
 AW0986
 AW0986                          STATION RECOVERY (1988)
 AW0986
 AW0986'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0986'RECOVERED IN GOOD CONDITION.
 AW0986
 AW0986                          STATION RECOVERY (2003)
 AW0986
 AW0986'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1061 ***********************************************************************
 CD1061  DESIGNATION -  FIN
 CD1061  PID         -  CD1061
 CD1061  STATE/COUNTY-  TX/HUDSPETH
 CD1061  USGS QUAD   -  CAMPO GRANDE MOUNTAIN (1972)
 CD1061
 CD1061                         *CURRENT SURVEY CONTROL
 CD1061  ___________________________________________________________________
 CD1061* NAD 83(1993)-  31 15 39.16706(N)    105 37 49.92161(W)     ADJUSTED  
 CD1061* NAVD 88     -      1207.     (meters)    3960.     (feet)  SCALED    
 CD1061  ___________________________________________________________________
 CD1061  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 CD1061  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CD1061
 CD1061  HORZ ORDER  -  SECOND
 CD1061
 CD1061.The horizontal coordinates were established by classical geodetic methods
 CD1061.and adjusted by the National Geodetic Survey in February 1996..
 CD1061
 CD1061.The orthometric height was scaled from a topographic map.
 CD1061
 CD1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1061
 CD1061.The geoid height was determined by GEOID03.
 CD1061
 CD1061;                    North         East     Units Scale Factor Converg.
 CD1061;SPC TX C     - 3,188,736.332   195,722.420   MT  0.99989196   -2 43 42.1
 CD1061;SPC TX C     -10,461,712.45    642,132.64   sFT  0.99989196   -2 43 42.1
 CD1061;UTM  13      - 3,458,685.963   439,969.356   MT  0.99964445   -0 19 38.0
 CD1061
 CD1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1061!SPC TX C     -   0.99981428  x   0.99989196  =   0.99970626
 CD1061!UTM  13      -   0.99981428  x   0.99964445  =   0.99945879
 CD1061
 CD1061:                Primary Azimuth Mark                     Grid Az
 CD1061:SPC TX C     -  FIN AZ MK                                168 28 04.2
 CD1061:UTM  13      -  FIN AZ MK                                166 04 00.1
 CD1061
 CD1061|---------------------------------------------------------------------|
 CD1061| PID    Reference Object                     Distance      Geod. Az  |
 CD1061|                                                           dddmmss.s |
 CD1061| CH9352 FIN AZ MK                                          1654422.1 |
 CD1061| CH9353 FIN RM 1                             21.540 METERS 17041     |
 CD1061| CH9354 FIN RM 2                             28.640 METERS 26202     |
 CD1061|---------------------------------------------------------------------|
 CD1061
 CD1061                          SUPERSEDED SURVEY CONTROL
 CD1061
 CD1061  NAD 83(1986)-  31 15 39.17806(N)    105 37 49.91393(W) AD(       ) 2
 CD1061  NAD 27      -  31 15 38.72400(N)    105 37 48.05700(W) AD(       ) 2
 CD1061
 CD1061.Superseded values are not recommended for survey control.
 CD1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1061.See file dsdata.txt to determine how the superseded data were derived.
 CD1061
 CD1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ3996958686(NAD 83)
 CD1061_MARKER: DS = TRIANGULATION STATION DISK
 CD1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1061
 CD1061  HISTORY     - Date     Condition        Report By
 CD1061  HISTORY     - 1934     MONUMENTED       CGS
 CD1061
 CD1061                          STATION DESCRIPTION
 CD1061
 CD1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1061'THE STATION IS 40 FEET N OF THE CENTER LINE OF PAVED U.S.
 CD1061'HIGHWAY 80, 9 FEET N OF TELEPHONE LINE, 72 FEET NNW OF TELEPHONE
 CD1061'POLE NO. 20750 AND ABOUT 0.2 MILE E OF THE HILL TOP CAFE AND
 CD1061'GAS STATION IN THE VILLAGE OF FINLAY, TEXAS.
 CD1061'
 CD1061'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CD1061'DISKS SET IN CONCRETE.
 CD1061'
 CD1061'REFERENCE MARK NO. 1 IS 32 FEET S OF THE CENTER LINE OF U.S.
 CD1061'HIGHWAY 80.
 CD1061'
 CD1061'REFERENCE MARK NO. 2 IS 43 FEET N OF THE CENTER LINE OF U.S.
 CD1061'HIGHWAY 80.
 CD1061'
 CD1061'BOTH REFERENCE MARKS PROJECT 4 INCHES ABOVE THE GROUND.
 CD1061'
 CD1061'THE AZIMUTH MARK IS NEAR FINLAY STATION.  IT IS AN OLD U.S.B.M.,
 CD1061'WHICH IS A 6-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES
 CD1061'ABOVE THE SURFACE OF THE GROUND WITH A 1-INCH SQUARE DEPRESSION
 CD1061'IN THE CENTER.  IT IS LOCATED 27.5 FEET N OF THE CENTER
 CD1061'LINE OF THE SOUTHERN PACIFIC RAILROAD MAIN-LINE TRACKS, AND 32.5
 CD1061'FEET E OF CENTER LINE OF A N-AND-S ROAD CROSSING RAILROAD
 CD1061'TRACKS.
 CD1061'
 CD1061'THE STATION IS REACHED BY DRIVING TO THE VILLAGE OF FINLAY ON
 CD1061'U.S. HIGHWAY 80.
 CD1061'
 CD1061'STATION SIERRA BLANCA IS VISIBLE FROM HERE.
 CD1061'
 CD1061'A 4-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1298 ***********************************************************************
 CR1298  DESIGNATION -  FINCASTLE
 CR1298  PID         -  CR1298
 CR1298  STATE/COUNTY-  TX/HENDERSON
 CR1298  USGS QUAD   -  MOORE STATION (1984)
 CR1298
 CR1298                         *CURRENT SURVEY CONTROL
 CR1298  ___________________________________________________________________
 CR1298* NAD 83(1993)-  32 10 45.09931(N)    095 33 14.53411(W)     ADJUSTED  
 CR1298* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 CR1298  ___________________________________________________________________
 CR1298  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 CR1298  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CR1298
 CR1298  HORZ ORDER  -  THIRD
 CR1298
 CR1298.The horizontal coordinates were established by classical geodetic methods
 CR1298.and adjusted by the National Geodetic Survey in February 1996..
 CR1298
 CR1298.The orthometric height was scaled from a topographic map.
 CR1298
 CR1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1298
 CR1298.The geoid height was determined by GEOID03.
 CR1298
 CR1298;                    North         East     Units Scale Factor Converg.
 CR1298;SPC TXNC     - 2,060,730.950   877,790.661   MT  0.99998761   +1 36 24.2
 CR1298;SPC TXNC     - 6,760,914.79  2,879,884.86   sFT  0.99998761   +1 36 24.2
 CR1298;SPC TX C     - 3,288,230.836 1,150,633.375   MT  1.00009289   +2 27 41.8
 CR1298;SPC TX C     -10,788,137.33  3,775,036.33   sFT  1.00009289   +2 27 41.8
 CR1298;UTM  15      - 3,563,157.845   259,193.123   MT  1.00031517   -1 21 39.1
 CR1298
 CR1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1298!SPC TXNC     -   0.99997991  x   0.99998761  =   0.99996752
 CR1298!SPC TX C     -   0.99997991  x   1.00009289  =   1.00007280
 CR1298!UTM  15      -   0.99997991  x   1.00031517  =   1.00029508
 CR1298
 CR1298|---------------------------------------------------------------------|
 CR1298| PID    Reference Object                     Distance      Geod. Az  |
 CR1298|                                                           dddmmss.s |
 CR1298| CY1832 FINCASTLE RM 1                       35.296 METERS 06650     |
 CR1298| CY1831 FINCASTLE AZ MK                                    2714715.3 |
 CR1298| CY1833 FINCASTLE RM 2                       25.622 METERS 29944     |
 CR1298|---------------------------------------------------------------------|
 CR1298
 CR1298                          SUPERSEDED SURVEY CONTROL
 CR1298
 CR1298  NAD 83(1986)-  32 10 45.10789(N)    095 33 14.51914(W) AD(       ) 3
 CR1298  NAD 27      -  32 10 44.55110(N)    095 33 13.68100(W) AD(       ) 3
 CR1298
 CR1298.Superseded values are not recommended for survey control.
 CR1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1298.See file dsdata.txt to determine how the superseded data were derived.
 CR1298
 CR1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR5919363158(NAD 83)
 CR1298_MARKER: DS = TRIANGULATION STATION DISK
 CR1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1298
 CR1298  HISTORY     - Date     Condition        Report By
 CR1298  HISTORY     - 1958     MONUMENTED       CGS
 CR1298
 CR1298                          STATION DESCRIPTION
 CR1298
 CR1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1298'THE STATION IS LOCATED ON THE HIGHWAY RIGHT-OF WAY ALONG A DIRT
 CR1298'ROAD NEAR A SMALL SETTLEMENT, ABOUT 19 MILES SOUTHWEST OF TYLER
 CR1298'AND 7 MILES NORTH OF POYNER.  IT IS 24 FEET SOUTH OF THE CENTER
 CR1298'OF THE DIRT ROAD, 14 FEET NORTH OF A FENCE AND 6 FEET NORTHWEST
 CR1298'OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND IS STAMPED
 CR1298'FINCASTLE 1958.
 CR1298'
 CR1298'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF THE CENTER OF THE
 CR1298'DIRT ROAD.  THE MARK PROJECTS 2 INCHES AND IS STAMPED FINCASTLE
 CR1298'NO 1 1958.
 CR1298'
 CR1298'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE CENTER OF THE DIRT
 CR1298'ROAD AND 1 FOOT NORTH OF A FENCE.  IT IS A FLUSH MARK AND IS
 CR1298'STAMPED FINCASTLE NO 2 1958.
 CR1298'
 CR1298'THE AZIMUTH MARK IS IN A FENCE CORNER, 35 FEET EAST OF THE
 CR1298'CENTER OF A DIRT ROAD, 16 FEET NORTH OF A DIRT ROAD AND 2 FEET
 CR1298'SOUTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 CR1298'FINCASTLE 1958.
 CR1298'
 CR1298'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 175 AND
 CR1298'FARM ROAD 315, IN POYNER, GO NORTH ON FARM ROAD 315 FOR 4.7
 CR1298'MILES TO THE FINCASTLE STORE ON THE RIGHT, CONTINUE ON 315, FOR
 CR1298'2.1 MILES TO THE JUNCTION WITH FARM ROAD 314 AT A FORKS.  TURN
 CR1298'LEFT ON FARM ROAD 314 AND GO 1.85 MILES TO A SETTLEMENT AND A
 CR1298'DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO 0.1
 CR1298'MILE TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 CR1298'TURN RIGHT ON THE SIDE ROAD AND GO 0.25 MILE TO THE STATION
 CR1298'ON THE RIGHT AS DESCRIBED.
 CR1298'
 CR1298'OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 CR1298'
 CR1298'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0926 ***********************************************************************
 FM0926  DESIGNATION -  FINCH
 FM0926  PID         -  FM0926
 FM0926  STATE/COUNTY-  TX/HARTLEY
 FM0926  USGS QUAD   -  KING SW (1973)
 FM0926
 FM0926                         *CURRENT SURVEY CONTROL
 FM0926  ___________________________________________________________________
 FM0926* NAD 83(1993)-  35 49 01.35474(N)    102 38 16.41237(W)     ADJUSTED  
 FM0926* NAVD 88     -      1197.     (meters)    3927.     (feet)  VERTCON   
 FM0926  ___________________________________________________________________
 FM0926  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 FM0926  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 FM0926
 FM0926  HORZ ORDER  -  THIRD
 FM0926
 FM0926.The horizontal coordinates were established by classical geodetic methods
 FM0926.and adjusted by the National Geodetic Survey in February 1996..
 FM0926
 FM0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0926
 FM0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0926
 FM0926.The geoid height was determined by GEOID03.
 FM0926
 FM0926;                    North         East     Units Scale Factor Converg.
 FM0926;SPC TX N     - 1,202,170.851    97,175.925   MT  0.99993507   -0 39 34.0
 FM0926;SPC TX N     - 3,944,122.20    318,818.01   sFT  0.99993507   -0 39 34.0
 FM0926;UTM  13      - 3,966,231.236   713,401.009   MT  1.00016119   +1 22 58.2
 FM0926
 FM0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0926!SPC TX N     -   0.99981611  x   0.99993507  =   0.99975120
 FM0926!UTM  13      -   0.99981611  x   1.00016119  =   0.99997727
 FM0926
 FM0926|---------------------------------------------------------------------|
 FM0926| PID    Reference Object                     Distance      Geod. Az  |
 FM0926|                                                           dddmmss.s |
 FM0926| CJ6350 FINCH RM 1                            7.713 METERS 00721     |
 FM0926| CJ6349 FINCH AZ MK                                        0555708.3 |
 FM0926| FM0880 HARTLEY FARMERS CO GRAIN ELEV       APPROX.23.0 KM 0700811.0 |
 FM0926| FM0869 CHANNING SW PUB SER CO TANK         APPROX.31.2 KM 1172436.4 |
 FM0926| CJ6351 FINCH RM 2                            6.313 METERS 17102     |
 FM0926|---------------------------------------------------------------------|
 FM0926
 FM0926                          SUPERSEDED SURVEY CONTROL
 FM0926
 FM0926  NAD 83(1993)-  35 49 01.35489(N)    102 38 16.41077(W) AD(       ) 3
 FM0926  NAD 83(1993)-  35 49 01.36265(N)    102 38 16.40279(W) AD(       ) 3
 FM0926  NAD 83(1986)-  35 49 01.36308(N)    102 38 16.40336(W) AD(       ) 3
 FM0926  NAD 27      -  35 49 01.21800(N)    102 38 14.67200(W) AD(       ) 3
 FM0926  NGVD 29 (07/19/86) 1196.     (m)         3924.     (f) VERT ANG       
 FM0926
 FM0926.Superseded values are not recommended for survey control.
 FM0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0926.See file dsdata.txt to determine how the superseded data were derived.
 FM0926
 FM0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV1340166231(NAD 83)
 FM0926_MARKER: DS = TRIANGULATION STATION DISK
 FM0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0926
 FM0926  HISTORY     - Date     Condition        Report By
 FM0926  HISTORY     - 1953     MONUMENTED       CGS
 FM0926
 FM0926                          STATION DESCRIPTION
 FM0926
 FM0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0926'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GROUP OF SAND
 FM0926'HILLS, ABOUT 18 MILES SOUTH SOUTHWEST OF DALHART, 14 MILES WEST
 FM0926'SOUTHWEST OF HARTLEY, 3-1/2 MILES NORTH OF PUNTA DE AGUA CREEK,
 FM0926'300 FEET SOUTHWEST OF A WINDMILL WITH A LARGE SUPPLY TANK, 72
 FM0926'FEET EAST OF THE CENTERLINE OF A EAST-WEST TRACK ROAD, 6 FEET
 FM0926'SOUTHWEST OF A WHITE WITNESS POST AND 4 FEET WEST OF THE
 FM0926'NORTH-SOUTH FENCE LINE.
 FM0926'
 FM0926'TO REACH, FROM THE U.S. POST OFFICE IN DALHART, GO SOUTH, ON
 FM0926'DENVER AVE., FOR 0.25 MILE TO 7TH STREET AND ALSO U.S. HIGHWAY
 FM0926'54.  TURN RIGHT, AND GO WEST, ON U.S. HIGHWAY 54, FOR 3.2 MILES
 FM0926'TO SIDE ROAD LEFT.  TURN LEFT, AND GO SOUTH 12.7 MILES TO FORKS.
 FM0926'TAKE RIGHT FORK, AND GO SOUTH, ON DIRT ROAD 0.05 MILE TO CATTLE
 FM0926'GUARD ON RIGHT.  TURN RIGHT, ACROSS CATTLE GUARD, AND GO
 FM0926'WESTERLY 1.6 MILES TO FORKS.  TAKE LEFT FORK, ACROSS CATTLE
 FM0926'GUARD, AND GO SOUTH 0.7 MILE TO FARM BUILDINGS AND WIRE GATE
 FM0926'JUST SOUTH OF A LARGE WINDMILL.  PASS THROUGH WIRE GATE, AND
 FM0926'GO SOUTHWEST, ON TRACK ROAD 1.5 MILES TO WIRE GATE. PASS
 FM0926'THROUGH WIRE GATE, AND GO SOUTHWEST 0.9 MILE TO THE AZIMUTH
 FM0926'MARK.  CONTINUE SOUTHWEST 0.1 MILE TO FORKS.  TAKE RIGHT
 FM0926'FORK, AND GO WEST 0.15 MILE TO WIRE GATE.  PASS THROUGH WIRE
 FM0926'GATE, AND GO SOUTH, ALONG THE WEST SIDE OF FENCE 0.15 MILE TO
 FM0926'THE STATION.
 FM0926'
 FM0926'THE STATION MARK IS A STANDARD DISK, STAMPED FINCH 1953, SET
 FM0926'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FM0926'FLUSH WITH THE GROUND.
 FM0926'
 FM0926'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FINCH NO 1
 FM0926'1953, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 FM0926'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 FM0926'AS THE STATION.  IT IS LOCATED 12 INCHES WEST OF THE NORTH-SOUTH
 FM0926'FENCE LINE.
 FM0926'
 FM0926'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED FINCH NO 2
 FM0926'1953, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 FM0926'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 FM0926'THE STATION.  IT IS LOCATED 10 INCHES WEST OF THE NORTH-SOUTH
 FM0926'FENCE LINE.
 FM0926'
 FM0926'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FINCH 1953, SET IN
 FM0926'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FM0926'FLUSH WITH THE GROUND.  IT IS LOCATED ABOUT 450 FEET EAST OF THE
 FM0926'LARGE WOODEN WINDMILL, 210 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FM0926'DIRT ROAD, 150 FEET SOUTH OF THE FENCE CORNER AND 12 INCHES WEST
 FM0926'OF THE NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1203 ***********************************************************************
 DN1203  DESIGNATION -  FINK
 DN1203  PID         -  DN1203
 DN1203  STATE/COUNTY-  TX/GRAYSON
 DN1203  USGS QUAD   -  POTTSBORO (1982)
 DN1203
 DN1203                         *CURRENT SURVEY CONTROL
 DN1203  ___________________________________________________________________
 DN1203* NAD 83(1993)-  33 48 29.98538(N)    096 43 09.52759(W)     ADJUSTED  
 DN1203* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 DN1203  ___________________________________________________________________
 DN1203  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DN1203  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DN1203
 DN1203  HORZ ORDER  -  FIRST
 DN1203
 DN1203.The horizontal coordinates were established by classical geodetic methods
 DN1203.and adjusted by the National Geodetic Survey in February 1996..
 DN1203
 DN1203.The orthometric height was scaled from a topographic map.
 DN1203
 DN1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1203
 DN1203.The geoid height was determined by GEOID03.
 DN1203
 DN1203;                    North         East     Units Scale Factor Converg.
 DN1203;SPC TXNC     - 2,238,894.332   764,862.390   MT  0.99995968   +0 58 16.2
 DN1203;SPC TXNC     - 7,345,439.15  2,509,386.02   sFT  0.99995968   +0 58 16.2
 DN1203;UTM  14      - 3,743,242.856   711,109.748   MT  1.00014945   +1 16 10.1
 DN1203
 DN1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1203!SPC TXNC     -   0.99996393  x   0.99995968  =   0.99992361
 DN1203!UTM  14      -   0.99996393  x   1.00014945  =   1.00011338
 DN1203
 DN1203:                Primary Azimuth Mark                     Grid Az
 DN1203:SPC TXNC     -  FINK AZ MK                               098 05 12.8
 DN1203:UTM  14      -  FINK AZ MK                               097 47 18.9
 DN1203
 DN1203|---------------------------------------------------------------------|
 DN1203| PID    Reference Object                     Distance      Geod. Az  |
 DN1203|                                                           dddmmss.s |
 DN1203| CY1834 FINK AZ MK                                         0990329.0 |
 DN1203| CY1835 FINK RM 1                            19.431 METERS 11627     |
 DN1203| CY1836 FINK RM 2                            22.619 METERS 25045     |
 DN1203|---------------------------------------------------------------------|
 DN1203
 DN1203                          SUPERSEDED SURVEY CONTROL
 DN1203
 DN1203  NAD 83(1993)-  33 48 29.98604(N)    096 43 09.52685(W) AD(       ) 1
 DN1203  NAD 83(1986)-  33 48 29.99083(N)    096 43 09.51916(W) AD(       ) 1
 DN1203  NAD 27      -  33 48 29.61770(N)    096 43 08.52970(W) AD(       ) 1
 DN1203
 DN1203.Superseded values are not recommended for survey control.
 DN1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1203.See file dsdata.txt to determine how the superseded data were derived.
 DN1203
 DN1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1111043243(NAD 83)
 DN1203_MARKER: B = BOLT
 DN1203_SETTING: 0 = UNSPECIFIED SETTING
 DN1203
 DN1203  HISTORY     - Date     Condition        Report By
 DN1203  HISTORY     - 1955     MONUMENTED       USGS
 DN1203  HISTORY     - 1957     GOOD             USGS
 DN1203  HISTORY     - 1984     GOOD             TXHD
 DN1203  HISTORY     - 19951111 GOOD             USPSQD
 DN1203
 DN1203                          STATION DESCRIPTION
 DN1203
 DN1203'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (RLE)
 DN1203'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED HILL
 DN1203'ABOUT 4.5 MILES NORTH-NORTHWEST OF POTTSBORO, ABOUT 2.5 MILES
 DN1203'WEST OF THE VILLAGE OF GEORGETOWN (THE FORMER NAME OF GEORGETOWN
 DN1203'WAS FINKS), ABOUT 100 YARDS NORTH OF THE GEORGETOWN TO BOUNDS
 DN1203'FERRY ROAD, 27 FEET SOUTHWEST OF A TRIANGLE BLAZED TREE AND
 DN1203'18 FEET WEST OF A TRIANGLE BLAZED TREE.  THE MARK IS A 1 INCH
 DN1203'COPPER BOLT, STAMPED USGS 838 AND IS SET IN CONCRETE, THE TOP
 DN1203'OF WHICH IS 2 FEET SQUARE.  THE LETTERS FINK US ENGR DEPT
 DN1203'JUNE 3 1936 ARE ENGRAVED IN THE CONCRETE.
 DN1203'
 DN1203'REFERENCE MARK NO. 1 IS 9 FEET WEST-SOUTHWEST OF A 10 INCH
 DN1203'OAK TREE AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 DN1203'STATION.  IT IS STAMPED FINK USGS NO 1 1955 AND THE ROCK
 DN1203'PROJECTS 3 INCHES.
 DN1203'
 DN1203'REFERENCE MARK NO. 2 IS 5 FEET NORTHEAST OF A TRIANGLE BLAZED
 DN1203'TREE AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 DN1203'STAMPED FINK USGS NO 2 1955 AND THE ROCK PROJECTS 3 INCHES.
 DN1203'
 DN1203'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF A BLADED
 DN1203'ROAD, 1.5 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF A
 DN1203'FENCE.  IT IS STAMPED FINK USGS 1955 AND PROJECTS 5 INCHES.
 DN1203'
 DN1203'TO REACH THE STATION FROM DISTRICT 97 SCHOOL HOUSE IN GEORGETOWN,
 DN1203'GO SOUTH 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST,
 DN1203'NORTH AND WEST FOR 1.95 MILES TO THE AZIMUTH MARK ON THE LEFT.
 DN1203'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO AN OLD SHED AND CORALL
 DN1203'ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO
 DN1203'NORTHERLY FOR ABOUT 100 YARDS TO END OF TRUCK TRAVEL.  PACK
 DN1203'WESTERLY TO TOP OF HILL AND THE STATION.  NOTE--A 4 WHEEL
 DN1203'DRIVE TRUCK MAY BE DRIVEN TO THE STATION FROM END OF TRUCK
 DN1203'TRAVEL.
 DN1203
 DN1203                          STATION RECOVERY (1957)
 DN1203
 DN1203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (JH)
 DN1203'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 DN1203'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1203'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1203
 DN1203                          STATION RECOVERY (1984)
 DN1203
 DN1203'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 DN1203'STATION, R.M.S 1 AND 2, AZIMUTH MARK ALL RECOVERED IN GOOD
 DN1203'CONDITION.
 DN1203
 DN1203                          STATION RECOVERY (1995)
 DN1203
 DN1203'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1060 ***********************************************************************
 CD1060  DESIGNATION -  FINLAY PEAK
 CD1060  PID         -  CD1060
 CD1060  STATE/COUNTY-  TX/HUDSPETH
 CD1060  USGS QUAD   -  CAMPO GRANDE MOUNTAIN (1972)
 CD1060
 CD1060                         *CURRENT SURVEY CONTROL
 CD1060  ___________________________________________________________________
 CD1060* NAD 83(1993)-  31 20 04.82058(N)    105 37 46.34988(W)     ADJUSTED  
 CD1060* NAVD 88     -      1468.     (meters)    4816.     (feet)  SCALED    
 CD1060  ___________________________________________________________________
 CD1060  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 CD1060  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CD1060
 CD1060  HORZ ORDER  -  FIRST
 CD1060
 CD1060.The horizontal coordinates were established by classical geodetic methods
 CD1060.and adjusted by the National Geodetic Survey in February 1996..
 CD1060
 CD1060.The orthometric height was scaled from a topographic map.
 CD1060
 CD1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1060
 CD1060.The geoid height was determined by GEOID03.
 CD1060
 CD1060;                    North         East     Units Scale Factor Converg.
 CD1060;SPC TX C     - 3,196,903.437   196,206.143   MT  0.99989860   -2 43 40.3
 CD1060;SPC TX C     -10,488,507.36    643,719.65   sFT  0.99989860   -2 43 40.3
 CD1060;UTM  13      - 3,466,864.110   440,110.501   MT  0.99964424   -0 19 38.6
 CD1060
 CD1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1060!SPC TX C     -   0.99977328  x   0.99989860  =   0.99967190
 CD1060!UTM  13      -   0.99977328  x   0.99964424  =   0.99941760
 CD1060
 CD1060:                Primary Azimuth Mark                     Grid Az
 CD1060:SPC TX C     -  SMALL S P RAILROAD WATER TANK            134 31 28.0
 CD1060:UTM  13      -  SMALL S P RAILROAD WATER TANK            132 07 26.3
 CD1060
 CD1060|---------------------------------------------------------------------|
 CD1060| PID    Reference Object                     Distance      Geod. Az  |
 CD1060|                                                           dddmmss.s |
 CD1060| CD1058 SMALL S P RAILROAD WATER TANK       APPROX.11.3 KM 1314747.7 |
 CD1060| CH9356 FINLAY PEAK RM 1                      7.879 METERS 13548     |
 CD1060| CH9355 FINLAY PEAK AZ MK                                  1680605.1 |
 CD1060| CH9357 FINLAY PEAK RM 2                      8.300 METERS 22014     |
 CD1060|---------------------------------------------------------------------|
 CD1060
 CD1060                          SUPERSEDED SURVEY CONTROL
 CD1060
 CD1060  NAD 83(1986)-  31 20 04.83242(N)    105 37 46.34146(W) AD(       ) 1
 CD1060  NAD 27      -  31 20 04.38400(N)    105 37 44.48400(W) AD(       ) 1
 CD1060
 CD1060.Superseded values are not recommended for survey control.
 CD1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1060.See file dsdata.txt to determine how the superseded data were derived.
 CD1060
 CD1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ4011166864(NAD 83)
 CD1060_MARKER: DS = TRIANGULATION STATION DISK
 CD1060_SETTING: 66 = SET IN ROCK OUTCROP
 CD1060_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CD1060
 CD1060  HISTORY     - Date     Condition        Report By
 CD1060  HISTORY     - 1934     MONUMENTED       CGS
 CD1060  HISTORY     - 1936     GOOD             CGS
 CD1060
 CD1060                          STATION DESCRIPTION
 CD1060
 CD1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1060'THE STATION IS LOCATED ABOUT 5 MILES N OF FINLAY AND 13 MILES WNW
 CD1060'OF SIERRA BLANCA MOUNTAIN.  IT IS ON A CONICAL-SHAPED PEAK
 CD1060'THAT RISES FROM THE FLATS TO THE S OF THE RANGE.  THIS PEAK IS
 CD1060'VERY SHARP AT THE TOP AND HAS A PROMINENT RIM EXTENDING UP FROM
 CD1060'THE FLATS ON ITS E SIDE.
 CD1060'
 CD1060'STATION AND REFERENCE MARK NO. 2 ARE STANDARD DISKS WEDGED
 CD1060'IN DRILL HOLES IN BEDROCK.
 CD1060'
 CD1060'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK ARE STANDARD DISKS
 CD1060'WEDGED IN DRILL HOLES IN BOULDERS.
 CD1060'
 CD1060'STATION MARK IS ON THE HIGHEST POINT OF THE PEAK, 8 FEET SW
 CD1060'OF A 4-FOOT ROCK CAIRN, AND 9 FEET E OF THE W EDGE OF THE RIM OF
 CD1060'THE PEAK.
 CD1060'
 CD1060'REFERENCE MARK NO. 1 IS ON THE SE SLOPE OF THE PEAK.
 CD1060'
 CD1060'REFERENCE MARK NO. 2 IS ON THE SW SLOPE OF THE PEAK, 3 FEET W OF
 CD1060'THE E EDGE OF THE RIM.
 CD1060'
 CD1060'THE AZIMUTH MARK IS ON THE SE SLOPE OF THE PEAK, IN A BOULDER
 CD1060'WHICH PROJECTS 5 FEET AND IS ABOUT 100 YARDS W OF E EDGE
 CD1060'OF THE SLOPE.
 CD1060'
 CD1060'TO REACH THE STATION FROM FINLAY ON U.S. HIGHWAY 80, GO E ON
 CD1060'U.S. HIGHWAY 80, 0.2 MILE FROM THE HILL TOP CAFE TO A DIRT
 CD1060'ROAD TO THE LEFT.  (THERE IS A SMALL TIN-ROOF HOUSE ABOUT 30
 CD1060'YARDS E OF THIS POINT.) TURN LEFT, N, ON DIRT ROAD AND FOLLOW
 CD1060'IT 3.0 MILES TO A POINT JUST W OF A WASH.  (STATION BEARS 12
 CD1060'DEG MAGNETIC FROM THIS POINT.) TURN RIGHT, N, AND GO 1.3 MILES
 CD1060'KEEPING ON THE E SIDE OF A CREEK BED.  THEN CROSS CREEK BED
 CD1060'AND HEAD N AGAIN ON THE W SIDE OF THE CREEK BED.  TRUCK CAN
 CD1060'BE DRIVEN ABOUT A MILE FARTHER AFTER CROSSING CREEK.  END OF
 CD1060'TRUCK TRAVEL.  FROM THIS POINT GO W ACROSS MAIN CREEK BED AND
 CD1060'THEN NW TO TOP OF SHARP CONICAL-SHAPED PEAK AND STATION.  A
 CD1060'30-MINUTE PACK WITH A HEAVY LOAD.  THERE IS A HIGHER RIDGE AND
 CD1060'2 PEAKS ABOUT 2 MILES NE OF THE STATION.  HOWEVER, THEY ARE
 CD1060'ROUND IN SHAPE, WHEREAS, THE PEAK ON WHICH THE STATION IS
 CD1060'LOCATED IS VERY SHARP AND POINTED.
 CD1060'
 CD1060'GROCERIES AND WATER AT FINLAY.  BUILDING SUPPLIES AT SIERRA
 CD1060'BLANCA OR VAN HORN.
 CD1060'
 CD1060'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CD1060
 CD1060                          STATION RECOVERY (1936)
 CD1060
 CD1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1060'STATION RECOVERED AS DESCRIBED, MARKS FOUND TO BE IN GOOD
 CD1060'CONDITION.
 CD1060'
 CD1060'LIGHT WAS SHOWN FROM A 4-FOOT STAND TO STATION CATHEY, IN ORDER
 CD1060'TO CHECK OLD ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6685 ***********************************************************************
 AW6685  DESIGNATION -  FINNEGAN
 AW6685  PID         -  AW6685
 AW6685  STATE/COUNTY-  TX/HARRIS
 AW6685  USGS QUAD   -  SETTEGAST (1995)
 AW6685
 AW6685                         *CURRENT SURVEY CONTROL
 AW6685  ___________________________________________________________________
 AW6685* NAD 83(1993)-  29 46 10.75572(N)    095 19 08.06767(W)     ADJUSTED  
 AW6685* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AW6685  ___________________________________________________________________
 AW6685  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6685  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW6685
 AW6685  HORZ ORDER  -  FIRST
 AW6685
 AW6685.The horizontal coordinates were established by classical geodetic methods
 AW6685.and adjusted by the National Geodetic Survey in February 1996..
 AW6685
 AW6685.The orthometric height was scaled from a topographic map.
 AW6685
 AW6685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6685
 AW6685.The geoid height was determined by GEOID03.
 AW6685
 AW6685;                    North         East     Units Scale Factor Converg.
 AW6685;SPC TXSC     - 4,220,198.847   955,895.045   MT  0.99989193   +1 48 12.3
 AW6685;SPC TXSC     -13,845,769.05  3,136,132.33   sFT  0.99989193   +1 48 12.3
 AW6685;UTM  15      - 3,295,515.081   275,800.758   MT  1.00022023   -1 09 06.7
 AW6685
 AW6685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6685!SPC TXSC     -   1.00000209  x   0.99989193  =   0.99989402
 AW6685!UTM  15      -   1.00000209  x   1.00022023  =   1.00022232
 AW6685
 AW6685:                Primary Azimuth Mark                     Grid Az
 AW6685:SPC TXSC     -  HOUSTON P M GRENADER CO TANK             059 20 01.3
 AW6685:UTM  15      -  HOUSTON P M GRENADER CO TANK             062 17 20.3
 AW6685
 AW6685|---------------------------------------------------------------------|
 AW6685| PID    Reference Object                     Distance      Geod. Az  |
 AW6685|                                                           dddmmss.s |
 AW6685| AW6673 HOUSTON P M GRENADER CO TANK        APPROX. 3.8 KM 0610813.6 |
 AW6685| AW6670 HOUSTON DIST NO 17 WATER TANK       APPROX. 3.7 KM 0930830.2 |
 AW6685| AW6671 HOUSTON PORT CITY COMPRESS TK       APPROX. 3.9 KM 1084701.8 |
 AW6685| AW6669 HOUSTON ENJAY CHEMICAL CO TANK      APPROX. 4.3 KM 1181815.6 |
 AW6685| AW6676 HOUSTON SHIP CHANNEL NAV N TK       APPROX. 3.1 KM 1243854.6 |
 AW6685| AW6525 HOUSTON SHIP CHANNEL NAV TANK       APPROX. 4.2 KM 1250345.0 |
 AW6685| AW6527 HOUSTON NAV DIST SOUTHSIDE TK       APPROX. 4.3 KM 1312433.4 |
 AW6685| AW6684 HOUSTON RHEEM MFG CO TANK           355.102 METERS 13504     |
 AW6685| AW6683 HOUSTON AMERICAN CAN CO TANK        APPROX. 1.1 KM 1425653.4 |
 AW6685| AW6501 HOUSTON REED DRILLING TOOL TK       APPROX. 2.5 KM 1505816.3 |
 AW6685| AW6532 HOUSTON HUGHES TOOL CO E TANK       APPROX. 3.6 KM 1783750.1 |
 AW6685| AW6534 HOUSTON HUGHES TOOL CO W TANK       APPROX. 3.6 KM 1811805.8 |
 AW6685| AW6644 HOUSTON SW BELL TEL RAD MAST        APPROX. 1.8 KM 1910856.9 |
 AW6685| AW6686 HOUSTON COFFIELD WAREHOUSE TK       APPROX. 1.1 KM 1955026.6 |
 AW6685| CV7156 FINNEGAN RM 1                        25.879 METERS 22220     |
 AW6685| CV7158 FINNEGAN RM 3                                      30426     |
 AW6685| CV7157 FINNEGAN RM 2                        23.351 METERS 31234     |
 AW6685|---------------------------------------------------------------------|
 AW6685
 AW6685                          SUPERSEDED SURVEY CONTROL
 AW6685
 AW6685  NAD 83(1986)-  29 46 10.77032(N)    095 19 08.04852(W) AD(       ) 1
 AW6685  NAD 27      -  29 46 09.95143(N)    095 19 07.27597(W) AD(       ) 1
 AW6685
 AW6685.Superseded values are not recommended for survey control.
 AW6685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6685.See file dsdata.txt to determine how the superseded data were derived.
 AW6685
 AW6685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7580195515(NAD 83)
 AW6685_MARKER: DS = TRIANGULATION STATION DISK
 AW6685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6685
 AW6685  HISTORY     - Date     Condition        Report By
 AW6685  HISTORY     - 1968     MONUMENTED       CGS
 AW6685  HISTORY     - 1973     GOOD             LOCENG
 AW6685  HISTORY     - 1987     GOOD             USPSQD
 AW6685  HISTORY     - 19960921 POOR             USPSQD
 AW6685
 AW6685                          STATION DESCRIPTION
 AW6685
 AW6685'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6685'THE STATION IS LOCATED IN THE NORTH EDGE OF FINNEGAN PARK, ABOUT
 AW6685'3-1/2 MILES WEST OF THE JUNCTION OF INTERSTATE HIGHWAYS 10 AND 610, 2
 AW6685'3/4 MILES EAST-NORTHEAST OF THE CENTER OF HOUSTON AND ON PROPERTY
 AW6685'OF THE CITY OF HOUSTON.
 AW6685'
 AW6685'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AW6685'LOCKWOOD DRIVE, GO SOUTH ON LOCKWOOD DRIVE FOR 0.3 MILE TO A
 AW6685'CROSSROAD.  TURN RIGHT AND GO WEST ON SONORA STREET FOR 0.15 MILE
 AW6685'TO THE STATION ON THE LEFT.
 AW6685'
 AW6685'THE STATION MARK IS A STANDARD DISK STAMPED FINNEGAN 1968, SET IN THE
 AW6685'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6685'GROUND.  IT IS 152.5 FEET SOUTH OF THE MAIN ENTRANCE TO THE MT.
 AW6685'CORINTH BAPTIST CHURCH, 74 FEET SOUTHWEST OF A POWER LINE GUY
 AW6685'POLE, 70 FEET SOUTH OF THE CENTER OF SONARA STREET, 53 FEET EAST
 AW6685'OF THE CENTER OF THE ENTRANCE ROAD TO THE PARK AND 50.6 FEET
 AW6685'WEST-NORTHWEST OF A POWER LINE POLE WITH 2 GUY WIRES.
 AW6685'
 AW6685'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FINNEGAN NO 1 1968, SET
 AW6685'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6685'THE GROUND.  IT IS 112 FEET NORTH OF A POWER LINE POLE WITH 3
 AW6685'TRANSFORMERS, 49 FEET SOUTH OF THE NORTHEAST CORNER OF A CONCRETE
 AW6685'PARKING AREA AND 1 FOOT EAST OF THE EAST CURB OF THE PARKING
 AW6685'AREAS.
 AW6685'
 AW6685'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FINNEGAN NO 2 1968, SET
 AW6685'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6685'THE GROUND.  IT IS 34.2 FEET NORTH OF THE NORTH EDGE OF A CONCRETE
 AW6685'SIDEWALK, 31 FEET SOUTH OF THE CENTER OF SONARA STREET, 24.6 FEET
 AW6685'WEST OF THE CENTER OF THE ENTRANCE ROAD TO THE PARK AND 3 FEET
 AW6685'SOUTH OF A POWER LINE GUY POLE.
 AW6685'
 AW6685'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FINNEGAN NO 3 1968, SET
 AW6685'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6685'THE GROUND.  IT IS 48 FEET WEST OF THE WEST EDGE OF A CONCRETE
 AW6685'SIDEWALK WHICH LEADS TO WHEATLEY HIGH SCHOOL, 38 FEET EAST OF
 AW6685'POWER LINE POLE NO. 6216, 32 FEET NORTH OF THE CENTER OF THE
 AW6685'INTERSECTION OF PROVIDENCE AND SOLO STREETS, 1.5 FEET SOUTH OF A
 AW6685'CHAIN LINK FENCE AND 1.5 FEET EAST OF A METAL WITNESS POST.
 AW6685'
 AW6685'TO REACH R.M. 3 FROM THE STATION, GO WEST ON SONARA STREET FOR
 AW6685'0.15 MILE TO THE MARK ON THE RIGHT.
 AW6685'
 AW6685'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 AW6685
 AW6685                          STATION RECOVERY (1973)
 AW6685
 AW6685'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (LS)
 AW6685'FINNEGAN 1968 1968 NUMBERS ARE DEFACED.
 AW6685'
 AW6685'FINNEGAN NO 3 1968 RECOVERED GOOD.
 AW6685'
 AW6685'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NE OF HOUSTON.
 AW6685
 AW6685                          STATION RECOVERY (1987)
 AW6685
 AW6685'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6685'RECOVERED IN GOOD CONDITION.
 AW6685
 AW6685                          STATION RECOVERY (1996)
 AW6685
 AW6685'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6685'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0498 ***********************************************************************
 DP0498  DESIGNATION -  FINNEY
 DP0498  PID         -  DP0498
 DP0498  STATE/COUNTY-  TX/KING
 DP0498  USGS QUAD   -  FOURMILE HILL (1981)
 DP0498
 DP0498                         *CURRENT SURVEY CONTROL
 DP0498  ___________________________________________________________________
 DP0498* NAD 83(1993)-  33 44 18.75698(N)    100 20 30.44408(W)     ADJUSTED  
 DP0498* NAVD 88     -       614.     (meters)    2014.     (feet)  SCALED    
 DP0498  ___________________________________________________________________
 DP0498  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 DP0498  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DP0498
 DP0498  HORZ ORDER  -  FIRST
 DP0498
 DP0498.The horizontal coordinates were established by classical geodetic methods
 DP0498.and adjusted by the National Geodetic Survey in February 1996..
 DP0498
 DP0498.The orthometric height was scaled from a topographic map.
 DP0498
 DP0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0498
 DP0498.The geoid height was determined by GEOID03.
 DP0498
 DP0498;                    North         East     Units Scale Factor Converg.
 DP0498;SPC TXNC     - 2,231,252.921   429,345.330   MT  0.99994434   -1 00 16.2
 DP0498;SPC TXNC     - 7,320,368.96  1,408,610.47   sFT  0.99994434   -1 00 16.2
 DP0498;UTM  14      - 3,733,975.251   375,705.869   MT  0.99979045   -0 44 43.2
 DP0498
 DP0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0498!SPC TXNC     -   0.99990789  x   0.99994434  =   0.99985223
 DP0498!UTM  14      -   0.99990789  x   0.99979045  =   0.99969836
 DP0498
 DP0498:                Primary Azimuth Mark                     Grid Az
 DP0498:SPC TXNC     -  FINNEY AZ MK                             002 38 50.8
 DP0498:UTM  14      -  FINNEY AZ MK                             002 23 17.8
 DP0498
 DP0498|---------------------------------------------------------------------|
 DP0498| PID    Reference Object                     Distance      Geod. Az  |
 DP0498|                                                           dddmmss.s |
 DP0498| CX7196 FINNEY AZ MK                                       0013834.6 |
 DP0498| DP0507 FOUR                                APPROX. 6.5 KM 0513143.5 |
 DP0498| CX7197 FINNEY RM 1                          16.748 METERS 16827     |
 DP0498| CX7198 FINNEY RM 2                          15.863 METERS 25311     |
 DP0498|---------------------------------------------------------------------|
 DP0498
 DP0498                          SUPERSEDED SURVEY CONTROL
 DP0498
 DP0498  NAD 83(1993)-  33 44 18.75926(N)    100 20 30.44400(W) AD(       ) 1
 DP0498  NAD 83(1986)-  33 44 18.76261(N)    100 20 30.43726(W) AD(       ) 1
 DP0498  NAD 27      -  33 44 18.46200(N)    100 20 29.03400(W) AD(       ) 1
 DP0498
 DP0498.Superseded values are not recommended for survey control.
 DP0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0498.See file dsdata.txt to determine how the superseded data were derived.
 DP0498
 DP0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7570633975(NAD 83)
 DP0498_MARKER: DS = TRIANGULATION STATION DISK
 DP0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0498+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DP0498
 DP0498  HISTORY     - Date     Condition        Report By
 DP0498  HISTORY     - 1935     MONUMENTED       CGS
 DP0498  HISTORY     - 1938     GOOD             TXGS
 DP0498  HISTORY     - 1958     GOOD             CGS
 DP0498  HISTORY     - 1966     GOOD             USGS
 DP0498  HISTORY     - 1986     GOOD
 DP0498
 DP0498                          STATION DESCRIPTION
 DP0498
 DP0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0498'STATION IS 7-1/2 MILES N AND 1-1/2 MILES W OF GUTHRIE, AND 2
 DP0498'MILES E AND 2-3/4 MILES S OF FINNEY, IN THE NW 1/4 OF SECTION 59.
 DP0498'IT IS ON THE 6666 RANCH, WHICH IS OWNED BY THE S.B. BURNETT
 DP0498'ESTATE.  IT IS IN SANDY PASTURE LAND ON A HIGH KNOLL WHICH IS
 DP0498'THE HIGHEST POINT WITHIN MILES AND IS 187 YARDS E OF THE CENTER
 DP0498'LINE OF STATE HIGHWAY 4, AT A POINT WHERE THERE IS A CATTLE
 DP0498'GUARD IN THE FENCE ON THE W SIDE OF THE HIGHWAY.  MARK PROJECTS
 DP0498'6 INCHES ABOVE THE GROUND.
 DP0498'
 DP0498'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0498'BRONZE DISKS SET IN CONCRETE.
 DP0498'
 DP0498'REFERENCE MARK NO. 1 IS S OF STATION, 25 FEET E OF CENTER LINE
 DP0498'OF OLD LOCATION OF HIGHWAY, AND PROJECTS 6 INCHES ABOVE THE
 DP0498'GROUND.
 DP0498'
 DP0498'REFERENCE MARK NO. 2 IS W OF STATION, 95 FEET E OF CENTER LINE
 DP0498'OF OLD ROAD, AND PROJECTS 6 INCHES ABOVE THE GROUND.
 DP0498'
 DP0498'AZIMUTH MARK IS 1.7 MILES N OF STATION, 52 FEET E OF CENTER
 DP0498'LINE OF STATE HIGHWAY 4, AND PROJECTS 6 INCHES ABOVE THE
 DP0498'GROUND.  TO REACH FROM STATION, GO N ON STATE HIGHWAY 4 FOR 1.7
 DP0498'MILES TO MARK ON RIGHT, 2 FEET INSIDE (E) OF FENCE.
 DP0498'
 DP0498'TO REACH THE STATION FROM THE POST OFFICE IN GUTHRIE AT THE
 DP0498'JUNCTION OF STATE HIGHWAYS 4 AND 24, GO N ON STATE HIGHWAY 4
 DP0498'FOR 8.3 MILES TO A CATTLE GUARD ON LEFT.  STATION IS THEN 187
 DP0498'YARDS E ON HIGHEST GROUND.  IF IT IS DESIRED TO DRIVE TO
 DP0498'STATION, A GATE IS 0.7 MILE S.
 DP0498'
 DP0498'THE LINE FINNEY-FOUR IS USED AS A LA PLACE AZIMUTH.  BOTH VISIBLE
 DP0498'FROM GROUND.
 DP0498'
 DP0498'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 DP0498
 DP0498                          STATION RECOVERY (1938)
 DP0498
 DP0498'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DP0498'STATION RECOVERED AS DESCRIBED.
 DP0498
 DP0498                          STATION RECOVERY (1958)
 DP0498
 DP0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0498'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 DP0498'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND IN GOOD
 DP0498'CONDITION BUT THIS MARK HAD OBVIOUSLY BEEN MOVED AS THE ARROW
 DP0498'ON THE DISK POINTED AWAY FROM THE STATION.
 DP0498'
 DP0498'R.M. NO. 1 IS SOUTH OF THE STATION IS ABOUT 95 FEET EAST OF
 DP0498'THE CENTERLINE OF THE OLD ABANDONED HIGHWAY.
 DP0498'
 DP0498'R.M. NO. 2 IS WEST OF THE STATION AND IS 25 FEET EAST OF THE
 DP0498'CENTERLINE OF THE OLD ABANDONED HIGHWAY.
 DP0498'
 DP0498'THE AZIMUTH MARK IS 1.7 MILES NORTH OF THE STATION, ON THE EAST
 DP0498'EDGE OF A FIRE BREAK, 17 FEET EAST OF THE EAST RIGHT OF WAY
 DP0498'FENCE AND 8 FEET WEST OF A POWER LINE POLE.
 DP0498'
 DP0498'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE WITH
 DP0498'THE EXCEPTION THAT THE HIGHWAY IS NOW U.S. HIGHWAY 83 INSTEAD
 DP0498'OF STATE HIGHWAY 4.
 DP0498
 DP0498                          STATION RECOVERY (1966)
 DP0498
 DP0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DP0498'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 DP0498'
 DP0498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MI. N
 DP0498'AND 1-1/2 MI. W OF GUTHRIE
 DP0498
 DP0498                          STATION RECOVERY (1986)
 DP0498
 DP0498'RECOVERED 1986
 DP0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0845 ***********************************************************************
 EN0845  DESIGNATION -  FINNEY
 EN0845  PID         -  EN0845
 EN0845  STATE/COUNTY-  TX/HALE
 EN0845  USGS QUAD   -  KRESS EAST (1969)
 EN0845
 EN0845                         *CURRENT SURVEY CONTROL
 EN0845  ___________________________________________________________________
 EN0845* NAD 83(1993)-  34 18 30.67889(N)    101 44 12.57214(W)     ADJUSTED  
 EN0845* NAVD 88     -      1051.     (meters)    3448.     (feet)  SCALED    
 EN0845  ___________________________________________________________________
 EN0845  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 EN0845  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EN0845
 EN0845  HORZ ORDER  -  SECOND
 EN0845
 EN0845.The horizontal coordinates were established by classical geodetic methods
 EN0845.and adjusted by the National Geodetic Survey in February 1996..
 EN0845
 EN0845.The orthometric height was scaled from a topographic map.
 EN0845
 EN0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0845
 EN0845.The geoid height was determined by GEOID03.
 EN0845
 EN0845;                    North         East     Units Scale Factor Converg.
 EN0845;SPC TXNC     - 2,297,572.042   302,065.379   MT  1.00011330   -1 45 55.2
 EN0845;SPC TXNC     - 7,537,950.94    991,026.16   sFT  1.00011330   -1 45 55.2
 EN0845;SPC TX N     - 1,034,254.194   178,198.249   MT  1.00009664   -0 08 14.1
 EN0845;SPC TX N     - 3,393,215.63    584,638.76   sFT  1.00009664   -0 08 14.1
 EN0845;UTM  14      - 3,799,757.134   248,142.286   MT  1.00038197   -1 32 36.3
 EN0845
 EN0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0845!SPC TXNC     -   0.99983910  x   1.00011330  =   0.99995238
 EN0845!SPC TX N     -   0.99983910  x   1.00009664  =   0.99993572
 EN0845!UTM  14      -   0.99983910  x   1.00038197  =   1.00022100
 EN0845
 EN0845:                Primary Azimuth Mark                     Grid Az
 EN0845:SPC TXNC     -  FINNEY AZ MK                             090 59 22.4
 EN0845:SPC TX N     -  FINNEY AZ MK                             089 21 41.3
 EN0845:UTM  14      -  FINNEY AZ MK                             090 46 03.5
 EN0845
 EN0845|---------------------------------------------------------------------|
 EN0845| PID    Reference Object                     Distance      Geod. Az  |
 EN0845|                                                           dddmmss.s |
 EN0845| CJ6352 FINNEY AZ MK                                       0891327.2 |
 EN0845| CJ6353 FINNEY RM 1                          22.979 METERS 11425     |
 EN0845| CJ6354 FINNEY RM 2                          19.461 METERS 34718     |
 EN0845| EN0847 KRESS MUNICIPAL TANK                APPROX. 6.4 KM 3493346.6 |
 EN0845| EN0846 KRESS FARMERS ELEVATOR              APPROX. 6.7 KM 3511804.5 |
 EN0845|---------------------------------------------------------------------|
 EN0845
 EN0845                          SUPERSEDED SURVEY CONTROL
 EN0845
 EN0845  NAD 83(1993)-  34 18 30.68530(N)    101 44 12.56795(W) AD(       ) 2
 EN0845  NAD 83(1986)-  34 18 30.68520(N)    101 44 12.56658(W) AD(       ) 2
 EN0845  NAD 27      -  34 18 30.44137(N)    101 44 10.92018(W) AD(       ) 2
 EN0845
 EN0845.Superseded values are not recommended for survey control.
 EN0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0845.See file dsdata.txt to determine how the superseded data were derived.
 EN0845
 EN0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4814299757(NAD 83)
 EN0845_MARKER: DS = TRIANGULATION STATION DISK
 EN0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0845
 EN0845  HISTORY     - Date     Condition        Report By
 EN0845  HISTORY     - 1964     MONUMENTED       CGS
 EN0845
 EN0845                          STATION DESCRIPTION
 EN0845
 EN0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0845'THE STATION IS ABOUT 8-1/2 MILES NORTH OF PLAINVIEW, 4 MILES SOUTH
 EN0845'OF KRESS AND 0.3 MILE WEST OF U.S. HIGHWAY 87, ON PROPERTY LEASED BY
 EN0845'MR. BUCK GARRETT WHO LIVES NEAR THE STATION.
 EN0845'
 EN0845'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 70 IN
 EN0845'PLAINVIEW, GO NORTH ON U.S. HIGHWAY 87 FOR 8.8 MILES TO THE AZIMUTH
 EN0845'MARK ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.1 MILE TO A
 EN0845'SIDE ROAD LEFT AT MR. GARRETTS MAIL BOX.  TURN LEFT AND GO WEST
 EN0845'FOR 0.35 MILE TO A DRIVEWAY LEFT AT MR. GARRETTS HOUSE.  TURN LEFT
 EN0845'AND GO SOUTH, PASSING TO THE LEFT OF THE HOUSE AND TO THE RIGHT
 EN0845'OF A METAL IMPLEMENT SHED, FOR 0.05 MILE TO THE STATION.
 EN0845'
 EN0845'STATION MARK IS A STANDARD DISK, STAMPED FINNEY 1964, SET IN THE TOP
 EN0845'OF A 12 INCH SQUARE CONCRETE POST 3 INCHES BELOW THE GROUND
 EN0845'SURFACE.  IT IS 153.8 FEET SOUTH OF THE OF THE SOUTHWEST CORNER OF
 EN0845'A PUMP HOUSE, 52.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 EN0845'METAL IMPLEMENT SHED, 34.1 FEET NORTH OF AN EAST-WEST FENCE, 44.8
 EN0845'FEET SOUTH-SOUTHWEST OF A POWERLINE POLE AND 18.0 FEET EAST-SOUTHEAST
 EN0845'OF A FENCE CORNER.
 EN0845'
 EN0845'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FINNEY NO 1 1964, SET IN
 EN0845'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 EN0845'IT IS 97.8 FEET SOUTHEAST OF THE POWERLINE POLE, 69.0 FEET SOUTH OF
 EN0845'THE SOUTHWEST CORNER OF THE IMPLEMENT SHED, 39.9 FEET WEST OF THE
 EN0845'SOUTHWEST CORNER OF A METAL BARN, 1.5 FEET EAST OF A WITNESS
 EN0845'POST, 1 FOOT NORTH OF THE EAST-WEST FENCE AND ABOUT THE SAME
 EN0845'ELEVATION AS THE STATION.
 EN0845'
 EN0845'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FINNEY NO 2 1964, SET
 EN0845'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 EN0845'SURFACE.  IT IS 93.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 EN0845'OF THE PUMP HOUSE, 79.9 FEET WEST OF THE SOUTHWEST CORNER OF THE
 EN0845'IMPLEMENT SHED, 54.1 FEET NORTH OF THE FENCE CORNER, 46.4 FEET
 EN0845'EAST OF A NORTH-SOUTH FENCE, 26.5 FEET NORTHWEST OF THE POWERLINE
 EN0845'POLE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0845'
 EN0845'AZIMUTH MARK IS A STANDARD DISK, STAMPED FINNEY 1964, SET IN THE TOP
 EN0845'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 47
 EN0845'FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY
 EN0845'87, 37 FEET WEST OF THE WEST RAIL OF A RAILROAD, 2.3 FEET NORTH OF
 EN0845'A WITNESS POST AND 2.0 FEET SOUTH OF A TELEPHONE LINE POLE.
 EN0845'
 EN0845'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1128 ***********************************************************************
 AW1128  DESIGNATION -  FIRE
 AW1128  PID         -  AW1128
 AW1128  STATE/COUNTY-  TX/HARRIS
 AW1128  USGS QUAD   -  PARK PLACE (1995)
 AW1128
 AW1128                         *CURRENT SURVEY CONTROL
 AW1128  ___________________________________________________________________
 AW1128* NAD 83(1993)-  29 43 05.34115(N)    095 17 01.24060(W)     ADJUSTED  
 AW1128* NAVD 88     -        10.417  (meters)      34.18   (feet)  ADJUSTED  
 AW1128  ___________________________________________________________________
 AW1128  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW1128  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW1128  DYNAMIC HT  -          10.403 (meters)      34.13  (feet)  COMP
 AW1128  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 AW1128
 AW1128  HORZ ORDER  -  FIRST
 AW1128  VERT ORDER  -  FIRST     CLASS I
 AW1128
 AW1128.The horizontal coordinates were established by classical geodetic methods
 AW1128.and adjusted by the National Geodetic Survey in February 1996..
 AW1128
 AW1128.The orthometric height was determined by differential leveling
 AW1128.and adjusted by the National Geodetic Survey in June 1991..
 AW1128
 AW1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1128
 AW1128.The geoid height was determined by GEOID03.
 AW1128
 AW1128.The dynamic height is computed by dividing the NAVD 88
 AW1128.geopotential number by the normal gravity value computed on the
 AW1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1128.degrees latitude (g = 980.6199 gals.).
 AW1128
 AW1128.The modeled gravity was interpolated from observed gravity values.
 AW1128
 AW1128;                    North         East     Units Scale Factor Converg.
 AW1128;SPC TXSC     - 4,214,600.958   959,481.350   MT  0.99988553   +1 49 14.4
 AW1128;SPC TXSC     -13,827,403.31  3,147,898.40   sFT  0.99988553   +1 49 14.4
 AW1128;UTM  15      - 3,289,737.936   279,094.852   MT  1.00020214   -1 07 57.2
 AW1128
 AW1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1128!SPC TXSC     -   1.00000264  x   0.99988553  =   0.99988817
 AW1128!UTM  15      -   1.00000264  x   1.00020214  =   1.00020478
 AW1128
 AW1128:                Primary Azimuth Mark                     Grid Az
 AW1128:SPC TXSC     -  HOUSTON RAD STA KCOH MAST                007 25 48.8
 AW1128:UTM  15      -  HOUSTON RAD STA KCOH MAST                010 23 00.4
 AW1128
 AW1128|---------------------------------------------------------------------|
 AW1128| PID    Reference Object                     Distance      Geod. Az  |
 AW1128|                                                           dddmmss.s |
 AW1128| AW6655 HOUSTON RAD STA KCOH MAST           APPROX. 4.2 KM 0091503.2 |
 AW1128| AW6508 HOUSTON DICKSON GUN PLANT TANK      APPROX. 2.7 KM 0615216.7 |
 AW1128| AW1129 FIRE RM 1                            29.413 METERS 08807     |
 AW1128| CV7159 FIRE AZ MK                                         0921030.1 |
 AW1128| AW1126 FIRE RM 2                            31.772 METERS 21443     |
 AW1128|---------------------------------------------------------------------|
 AW1128
 AW1128                          SUPERSEDED SURVEY CONTROL
 AW1128
 AW1128  NAD 83(1986)-  29 43 05.35589(N)    095 17 01.22151(W) AD(       ) 1
 AW1128  NAD 27      -  29 43 04.53323(N)    095 17 00.45160(W) AD(       ) 1
 AW1128  NGVD 29 (12/23/87)   10.414  (m)           34.17   (f) ADJUSTED    1 1
 AW1128
 AW1128.Superseded values are not recommended for survey control.
 AW1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1128.See file dsdata.txt to determine how the superseded data were derived.
 AW1128
 AW1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7909589738(NAD 83)
 AW1128_MARKER: DS = TRIANGULATION STATION DISK
 AW1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1128_SP_SET: CONCRETE POST
 AW1128_STAMPING: FIRE 1942
 AW1128_MARK LOGO: CGS   
 AW1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1128+STABILITY: SURFACE MOTION
 AW1128
 AW1128  HISTORY     - Date     Condition        Report By
 AW1128  HISTORY     - 1942     MONUMENTED       CGS
 AW1128  HISTORY     - 1942     GOOD             CGS
 AW1128  HISTORY     - 1951     GOOD             CGS
 AW1128  HISTORY     - 1952     GOOD             CGS
 AW1128  HISTORY     - 1952     GOOD             CGS
 AW1128  HISTORY     - 1954     GOOD             CGS
 AW1128  HISTORY     - 1963     GOOD             CGS
 AW1128  HISTORY     - 1964     GOOD             CGS
 AW1128  HISTORY     - 1968     GOOD             CGS
 AW1128  HISTORY     - 1973     GOOD             NGS
 AW1128  HISTORY     - 1973     GOOD             LOCSUR
 AW1128  HISTORY     - 1973     GOOD             NGS
 AW1128  HISTORY     - 1976     GOOD             NGS
 AW1128  HISTORY     - 1976     GOOD             NGS
 AW1128  HISTORY     - 1978     GOOD             NGS
 AW1128  HISTORY     - 1983     GOOD             NGS
 AW1128  HISTORY     - 1987     GOOD             USPSQD
 AW1128  HISTORY     - 1987     GOOD             USPSQD
 AW1128  HISTORY     - 1987     GOOD             USPSQD
 AW1128  HISTORY     - 1987     GOOD             USPSQD
 AW1128  HISTORY     - 1987     GOOD             USPSQD
 AW1128  HISTORY     - 1987     GOOD             USPSQD
 AW1128  HISTORY     - 1987     GOOD             USPSQD
 AW1128  HISTORY     - 1987     GOOD             NGS
 AW1128  HISTORY     - 1988     GOOD             USPSQD
 AW1128  HISTORY     - 1988     GOOD             USPSQD
 AW1128  HISTORY     - 1988     GOOD             USPSQD
 AW1128  HISTORY     - 1989     GOOD             USPSQD
 AW1128  HISTORY     - 1989     GOOD             USPSQD
 AW1128  HISTORY     - 1990     GOOD             USPSQD
 AW1128  HISTORY     - 19950903 GOOD             USPSQD
 AW1128  HISTORY     - 20040510 MARK NOT FOUND   USPSQD
 AW1128  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1128
 AW1128                          STATION DESCRIPTION
 AW1128
 AW1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW1128'STATION IS LOCATED ABOUT 6 MILES SE OF THE CENTER OF HOUSTON AT
 AW1128'THE INTERSECTION OF MANCHESTER AND SAN ANTONIO STREETS IN
 AW1128'THE HARRISBURG DISTRICT AND IS ON THE LAWN OF THE HARRISBURG
 AW1128'DISTRICT, FIRE DEPARTMENT STATION, 67 FEET W OF THE CENTER
 AW1128'LINE OF SAN ANTONIO STREET, 53 FEET N OF THE CENTER LINE OF
 AW1128'MANCHESTER STREET, AND 28 FEET S OF THE SE CORNER OF THE
 AW1128'FIRE STATION.  IT IS STAMPED FIRE 1942 AND IS SET FLUSH.
 AW1128'
 AW1128'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW1128'BRONZE DISKS SET IN CONCRETE.
 AW1128'
 AW1128'REFERENCE MARK NO. 1 IS E OF THE STATION, 24 FEET E OF THE
 AW1128'CENTER LINE OF SAN ANTONIO STREET, IS STAMPED FIRE NO. 1 1942,
 AW1128'AND PROJECTS ABOUT 4 INCHES.
 AW1128'
 AW1128'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 27 FEET S OF THE
 AW1128'CENTER LINE OF MANCHESTER STREET, 4 FEET E OF A POWER LINE
 AW1128'POLE, IS STAMPED FIRE NO. 2 1942, AND PROJECTS ABOUT 2 INCHES.
 AW1128'
 AW1128'THE AZIMUTH MARK IS E OF THE STATION, 35 FEET E OF THE CENTER
 AW1128'LINE OF MEDINA STREET, 36 FEET S OF THE CENTER LINE OF MANCHESTER
 AW1128'STREET, 36 FEET W OF THE CENTER LINE OF THE DRIVEWAY TO THE
 AW1128'VALENCIA TOURIST COURT, IS STAMPED FIRE 1942, AND PROJECTS
 AW1128'ABOUT 2 INCHES.
 AW1128'
 AW1128'A 90-FOOT SIGNAL AT SHELL IS VISIBLE AT 77 FEET.
 AW1128'
 AW1128'A 77-FOOT SIGNAL AT GENOA IS VISIBLE AT 50 FEET.
 AW1128'
 AW1128'A 77-FOOT SIGNAL AT HOUSTON SOUTH BASE IS VISIBLE AT 90 FEET.
 AW1128'
 AW1128'A 90-FOOT SIGNAL AT HOUSTON NORTH BASE IS VISIBLE AT 37 FEET.
 AW1128'
 AW1128'A 77-FOOT SIGNAL AT BELLAIRE IS VISIBLE AT 100 FEET.
 AW1128'
 AW1128'A 90-FOOT SIGNAL AT RICE IS VISIBLE AT 90 FEET.
 AW1128'
 AW1128'A 4-FOOT SIGNAL AT GULF (H.L. AND P.) IS VISIBLE AT 77 FEET.
 AW1128'
 AW1128'A 4-FOOT SIGNAL AT PORT IS VISIBLE AT 50 FEET.
 AW1128'
 AW1128'A 4-FOOT SIGNAL AT MAID IS VISIBLE AT 50 FEET.
 AW1128
 AW1128                          STATION RECOVERY (1942)
 AW1128
 AW1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HCA)
 AW1128'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW1128'CONDITION.
 AW1128'
 AW1128'STATION IS AT HARRISBURG, ABOUT 0.1 MILE E OF THE SWITCH TOWER
 AW1128'FOR THE GULF, HOUSTON AND HENDERSON RAILROAD AND THE GALVESTON,
 AW1128'HARRISBURG AND SAN ANTONIO RAILROAD, 51 FEET N OF THE CENTER
 AW1128'LINE OF MANCHESTER STREET, 27.2 FEET S OF THE SE CORNER OF THE
 AW1128'HARRISBURG FIRE STATION.  IT IS STAMPED FIRE 1942.  THE
 AW1128'MONUMENT IS FLUSH WITH THE SURFACE OF THE GROUND.
 AW1128'
 AW1128'REFERENCE MARK NO. 1 IS 96 FEET EASTERLY FROM THE
 AW1128'STATION, 30 FEET E OF THE CENTER LINE OF SAN ANTONIO STREET, 34
 AW1128'FEET N OF THE CENTER LINE OF MANCHESTER STREET, 8 FEET N OF A
 AW1128'POWER-LINE POLE.  IT IS STAMPED FIRE NO. 1 1942.  THE MONUMENT
 AW1128'PROJECTS ABOUT 0.2 FOOT.
 AW1128'
 AW1128'REFERENCE MARK NO. 2 IS ABOUT 103 FEET SOUTHWESTERLY FROM THE
 AW1128'STATION, 30 FEET S OF THE CENTER LINE OF MANCHESTER STREET AND
 AW1128'3 FEET E OF A TELEPHONE POLE.  IT IS STAMPED FIRE NO. 2
 AW1128'1942.  THE MONUMENT PROJECTS ABOUT 0.1 FOOT.
 AW1128'
 AW1128'THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
 AW1128
 AW1128                          STATION RECOVERY (1951)
 AW1128
 AW1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 AW1128'0.1 MILE E ALONG MANCHESTER STREET FROM THE CROSSING OF THE
 AW1128'GALVESTON, HOUSTON AND HENDERSON RAILROAD AND THE TEXAS AND NEW
 AW1128'ORLEANS RAILROAD AT HARRISBURG, 27.2 FEET S OF THE S CORNER
 AW1128'OF THE HARRISBURG FIRE STATION, 51 FEET N OF THE CENTER LINE
 AW1128'OF MANCHESTER STREET, AND 67 FEET W OF THE CENTER LINE OF
 AW1128'SAN ANTONIO STREET.  IT IS A STANDARD STATION DISK SET IN THE
 AW1128'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND IS
 AW1128'STAMPED FIRE 1942.
 AW1128'
 AW1128'R.M. 1 IS 96.7 FEET E OF STATION, 34 FEET N OF THE CENTER LINE
 AW1128'OF MANCHESTER STREET, 30 FEET E OF THE CENTER LINE OF SAN
 AW1128'ANTONIO STREET, AND 8 FEET N OF A POWER POLE.  IT IS A STANDARD
 AW1128'REFERENCE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AW1128'0.4 FOOT ABOVE THE GROUND AND IS STAMPED FIRE NO 1 1942.
 AW1128'
 AW1128'R.M. 2 IS 104.2 FEET SW OF STATION, 30 FEET S OF THE CENTER
 AW1128'LINE OF MANCHESTER STREET, AND 3 FEET E OF A TELEPHONE POLE.
 AW1128'IT IS A STANDARD REFERENCE DISK SET IN THE TOP OF A CONCRETE
 AW1128'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND AND IS STAMPED
 AW1128'FIRE NO 2 1942.
 AW1128
 AW1128                          STATION RECOVERY (1952)
 AW1128
 AW1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW1128'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 AW1128'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AW1128'A DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE MARK NO.
 AW1128'2.
 AW1128'
 AW1128'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW1128'
 AW1128'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHEAST OF THE DOWNTOWN
 AW1128'BUSINESS DISTRICT OF HOUSTON IN THE SOUTH EDGE OF YARD AROUND
 AW1128'THE HARRISBURG DISTRICT FIRE DEPARTMENT STATION, 68 FEET WEST
 AW1128'OF THE CENTER OF SAN ANTONIO STREET, 53 FEET NORTH OF THE CENTER
 AW1128'OF MANCHESTER STREET AND 28 FEET SOUTH OF THE SOUTHEAST CORNER
 AW1128'OF FIRE STATION.  IT IS STAMPED FIRE 1942 AND IS FLUSH WITH THE
 AW1128'GROUND SURFACE.
 AW1128'
 AW1128'REFERENCE MARK NO. 1 IS IN THE NORTHEAST ANGLE OF INTERSECTION,
 AW1128'35 FEET NORTH OF THE CENTER OF MANCHESTER STREET AND 22
 AW1128'FEET EAST OF THE CENTER OF SAN ANTONIO STREET.  IT IS STAMPED
 AW1128'FIRE NO 1 1942 AND PROJECTS 3 INCHES.
 AW1128'
 AW1128'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A VACANT LOT, 27
 AW1128'FEET SOUTH OF THE CENTER OF MANCHESTER STREET AND 1 FOOT
 AW1128'EAST OF A TELEPHONE POLE.  IT IS STAMPED FIRE NO 2 1942 AND
 AW1128'PROJECTS 2 INCHES.
 AW1128'
 AW1128'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 179.08 FEET.
 AW1128'
 AW1128'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF AN INTERSECTION,
 AW1128'28 FEET SOUTH OF THE CENTER OF MANCHESTER STREET, 26 FEET EAST
 AW1128'OF THE CENTER OF MEDINA STREET AND 2 FEET WEST OF A WITNESS
 AW1128'POST.  IT IS STAMPED FIRE 1942 AND IS FLUSH WITH THE GROUND
 AW1128'SURFACE.
 AW1128'
 AW1128'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON MANCHESTER
 AW1128'STREET FOR 0.25 MILE TO INTERSECTION AND AZIMUTH IN SOUTHEAST
 AW1128'ANGLE AS DESCRIBED.
 AW1128
 AW1128                          STATION RECOVERY (1952)
 AW1128
 AW1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW1128'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  ORIGINAL
 AW1128'DESCRIPTION ADEQUATE.
 AW1128
 AW1128                          STATION RECOVERY (1954)
 AW1128
 AW1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW1128'0.1 MILE SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1128'RAILROAD FROM THE CROSSING OF THE TEXAS AND NEW ORLEANS RAILROAD
 AW1128'AT HARRISBURG, THENCE 0.05 MILE EAST ALONG MANCHESTER STREET,
 AW1128'AT AN INTERSECTION WITH SAN ANTONIO STREET, 53 FEET NORTH OF
 AW1128'THE CENTER LINE OF MANCHESTER STREET, 69 FEET WEST OF THE CENTER
 AW1128'LINE OF SAN ANTONIO STREET, 28.3 FEET SOUTH OF THE SOUTHEAST
 AW1128'CORNER OF THE HARRISBURG FIRE STATION, 22 FEET NORTHEAST
 AW1128'OF A POWER POLE, A TRIANGULATION STATION DISK SET IN THE TOP
 AW1128'OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW THE TOP OF THE
 AW1128'GROUND, STAMPED FIRE 1942.
 AW1128'
 AW1128'FIRE R.M. 1 IS 96.7 FEET EAST OF TRIANGULATION STATION FIRE 1942,
 AW1128'27 FEET EAST OF THE CENTER LINE OF SAN ANTONIO STREET, 34 FEET
 AW1128'NORTH OF THE CENTER LINE OF MANCHESTER STREET, 11 FEET NORTH
 AW1128'OF A POWER POLE, A REFERENCE MARK DISK SET IN THE TOP OF A
 AW1128'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED
 AW1128'FIRE NO 1 1942.
 AW1128'
 AW1128'FIRE R.M. 2 IS 104.2 FEET SOUTHWEST OF TRIANGULATION STATION
 AW1128'FIRE 1942, 75 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 AW1128'WHITE HOUSE, 30 FEET SOUTH OF THE CENTER LINE OF MANCHESTER
 AW1128'STREET, 1.7 FEET EAST OF A TELEPHONE POLE, A REFERENCE MARK
 AW1128'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 AW1128'FOOT ABOVE THE GROUND, STAMPED FIRE NO 2 1942.
 AW1128
 AW1128                          STATION RECOVERY (1963)
 AW1128
 AW1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW1128'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTHEAST OF DOWNTOWN
 AW1128'HOUSTON, IN THE SOUTH EDGE OF A YARD AROUND THE HARRISBURG
 AW1128'DISTRICT FIRE DEPARTMENT STATION, AT THE INTERSECTION OF
 AW1128'SAN ANTONIO STREET AND MANCHESTER.
 AW1128'
 AW1128'THE STATION MARK IS A STANDARD DISK STAMPED FIRE 1942.  SET
 AW1128'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS 2
 AW1128'INCHES BELOW GROUND SURFACE.  IT IS 9.0 FEET SOUTH OF THE
 AW1128'SOUTH EDGE OF THE FIREHOSE RACK, 16.5 FEET SOUTHWEST OF A
 AW1128'FLAGPOLE, 21.8 FEET NORTH OF POWERLINE POLE AND 28.3 FEET SOUTH
 AW1128'OF THE FIRE STATION.
 AW1128'
 AW1128'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FIRE NO 1 1942.
 AW1128'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 AW1128'PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT IS 9.0 FEET NORTH
 AW1128'OF POWERLINE POLE 5575.  22.0 FEET EAST OF SAN ANTONIO STREET.
 AW1128'35.0 FEET NORTH OF THE CENTERLINE OF MANCHESTER STREET AND
 AW1128'83.0 FEET SOUTHEAST OF FLAGPOLE.
 AW1128'
 AW1128'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FIRE NO 2
 AW1128'1942, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 AW1128'WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 1.0 FEET
 AW1128'EAST OF TELEPHONE POLE.  27.0 FEET SOUTH OF MANCHESTER STREET.
 AW1128'118.5 FEET SOUTHWEST OF FLAGPOLE.
 AW1128'
 AW1128'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED FIRE NO 3 1942.
 AW1128'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 AW1128'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 44.0 FEET WEST
 AW1128'OF THE DRIVEWAY TO THE FIRE STATION.  30.0 FEET NORTHEAST OF A
 AW1128'POWERLINE POLE.  60.0 FEET NORTH OF THE CENTERLINE OF MANCHESTER
 AW1128'STREET AND 58.5 FEET SOUTHWEST OF THE WEST CORNER OF THE FIRE
 AW1128'STATION.  REFERENCE MARK NO. 3 WAS OCCUPIED DUE TO OVERHEAD
 AW1128'POWERLINE AT THE STATION.
 AW1128'
 AW1128'AZIMUTH MARK IS A STANDARD DISK STAMPED FIRE 1942 SET IN THE TOP
 AW1128'OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 AW1128'ABOVE GROUND SURFACE.  IT IS 26.0 FEET EAST OF THE CENTERLINE
 AW1128'OF MEDIAN STREET.  28.0 FEET SOUTH OF THE CENTERLINE OF MANCHESTER
 AW1128'STREET.
 AW1128'
 AW1128'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW1128
 AW1128                          STATION RECOVERY (1964)
 AW1128
 AW1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW1128'ABOUT 4.8 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND
 AW1128'HENDERSON RAILROAD FROM THE STATION AT DUMONT OR SOUTH HOUSTON,
 AW1128'AT THE HARRISBURG FIRE STATION, AT THE INTERSECTION OF MANCHESTER
 AW1128'STREET AND SAN ANTONIO STREET, 265 FEET NORTHEAST OF THE
 AW1128'NORTHEAST RAIL OF A SIDE TRACK, 69 FEET WEST OF THE CENTER
 AW1128'LINE OF SAN ANTONIO STREET, 53 FEET NORTH OF THE CENTER
 AW1128'LINE OF MANCHESTER STREET, 27-1/2 FEET SOUTH OF THE SOUTHEAST
 AW1128'CORNER OF THE FIRE STATION, 21-1/2 FEET NORTH OF A POWER
 AW1128'POLE, 16-1/2 FEET SOUTHWEST OF A FLAGPOLE, ABOUT LEVEL WITH
 AW1128'THE STREET, AND SET IN THE TOP OF A CONCRETE POST ABOUT 2
 AW1128'INCHES BELOW THE GROUND.
 AW1128'
 AW1128'R.M. 1 IS 33 FEET NORTH OF THE CENTER LINE OF MANCHESTER
 AW1128'STREET, 28 FEET EAST OF THE CENTER LINE OF SAN ANTONIO STREET,
 AW1128'96-1/2 FEET EAST ACROSS THE STREET FROM THE STATION MARK, 10
 AW1128'FEET NORTH OF POWER POLE NUMBER 5575, ABOUT LEVEL WITH THE
 AW1128'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW1128'2 INCHES.
 AW1128'
 AW1128'R.M. 2 IS 161 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 AW1128'TRACK, 104-1/2 FEET SOUTHWEST ACROSS MANCHESTER STREET FROM
 AW1128'THE STATION MARK, 75 FEET NORTHEAST OF THE NORTHEAST CORNER
 AW1128'OF A HOUSE, 30 FEET SOUTH OF THE CENTER LINE OF MANCHESTER
 AW1128'STREET, 1 FOOT EAST OF A POWER POLE, ABOUT LEVEL WITH THE
 AW1128'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW1128'3 INCHES.
 AW1128
 AW1128                          STATION RECOVERY (1968)
 AW1128
 AW1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW1128'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, REFERENCE
 AW1128'MARK 3 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A
 AW1128'TOWER COULD NOT BE BUILT OVER THE STATION DUE TO OVERHEAD POWER
 AW1128'LINES AND OBSERVATIONS WERE MADE FROM REFERENCE MARK 3.  THE
 AW1128'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  THE DISTANCE
 AW1128'TO REFERENCE MARK 2 CHECKED, BUT A DIFFERENCE OF 2 MINUTES AND
 AW1128'57 SECONDS LOWER WAS FOUND IN THE DIRECTION.  THE DISTANCE AND
 AW1128'DIRECTION TO REFERENCE MARK 3 CHECKED.  FOLLOWING IS A NEW
 AW1128'DESCRIPTION.
 AW1128'
 AW1128'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION
 AW1128'OF SAN ANTONIO AND MANCHESTER STREETS, ON THE GROUNDS OF THE
 AW1128'HOUSTON FIRE DEPARTMENT STATION NO. 23, ABOUT 5-1/2 MILES SOUTHEAST
 AW1128'OF THE CENTER OF HOUSTON AND 4-1/2 MILES WEST-SOUTHWEST OF
 AW1128'THE WASHBURN TUNNEL.
 AW1128'
 AW1128'THE STATION MARK IS A STANDARD DISK STAMPED FIRE 1942, SET IN
 AW1128'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 AW1128'GROUND SURFACE.  IT IS 28.3 FEET SOUTH OF THE SOUTH EDGE OF THE
 AW1128'FIRE STATION, 21.6 FEET NORTH OF A POWER LINE POLE, 9 FEET SOUTH
 AW1128'OF THE SOUTH EDGE OF A FIRE HOSE RACK AND 16.5 FEET SOUTHWEST
 AW1128'OF A FLAGPOLE.
 AW1128'
 AW1128'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FIRE NO 1 1942,
 AW1128'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AW1128'4 INCHES ABOVE THE GROUND.  IT IS 82.8 FEET EAST OF THE FLAGPOLE,
 AW1128'33 FEET NORTH OF THE CENTER OF MANCHESTER STREET, 29 FEET EAST
 AW1128'OF THE CENTER OF SAN ANTONIO STREET AND 11 FEET NORTH OF POWER
 AW1128'LINE POLE NO. 5575.
 AW1128'
 AW1128'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FIRE NO 2 1942,
 AW1128'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW1128'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 119.5 FEET SOUTHWEST
 AW1128'OF THE FLAGPOLE, 30 FEET SOUTH OF THE CENTER OF MANCHESTER STREET
 AW1128'AND 1 FOOT SOUTHEAST OF A POWER LINE POLE.
 AW1128'
 AW1128'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FIRE NO 3 1942,
 AW1128'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW1128'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 64 FEET NORTH OF THE
 AW1128'CENTER OF MANCHESTER STREET, 38.9 FEET WEST OF THE SOUTH END OF A
 AW1128'CHAIN LINK FENCE AND 30.3 FEET NORTH-NORTHEAST OF A POWER LINE
 AW1128'POLE.
 AW1128'
 AW1128'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIRE 1942, SET IN
 AW1128'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 AW1128'INCHES ABOVE THE GROUND.  IT IS 44 FEET WEST OF THE CENTER OF
 AW1128'A PAVED DRIVEWAY WHICH LEADS TO AN APARTMENT BUILDING, 37 FEET
 AW1128'SOUTH OF THE CENTER OF MANCHESTER STREET AND 28 FEET EAST OF
 AW1128'THE CENTER OF MEDINA STREET.
 AW1128'
 AW1128'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON MANCHESTER
 AW1128'STREET FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 AW1128
 AW1128                          STATION RECOVERY (1973)
 AW1128
 AW1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JT)
 AW1128'THE STATION, REFERENCE MARKS NO. 1, NO. 2 AND NO. 3 WERE
 AW1128'RECOVERED IN GOOD CONDITION AND ALL LEVELED OVER DURING THE
 AW1128'1973 RELEVELING.
 AW1128'
 AW1128'TO REACH FROM THE CROSSING OF THE GALVESTON, HOUSTON AND
 AW1128'HENDERSON RAILROAD AND SPENCER HIGHWAY AT SOUTH HOUSTON, GO
 AW1128'NORTHWEST ALONG THE RAILROAD 4.75 MILES, THENCE 0.05 MILE EAST
 AW1128'ALONG MANCHESTER STREET.  THE STATION IS A C AND GS TRIANGULATION
 AW1128'STATION DISK, STAMPED FIRE 1942.  AT THE NORTHWEST CORNER OF
 AW1128'THE JUNCTION OF MANCHESTER AND SAN ANTONIO STREETS, 53 FEET
 AW1128'NORTH OF THE CENTER LINE OF MANCHESTER, 67-1/2 FEET WEST OF THE
 AW1128'CENTER LINE OF SAN ANTONIO, 29.0 FEET SOUTH-SOUTHWEST OF THE
 AW1128'SOUTHWEST CORNER OF HOUSTON FIRE STATION NO. 23, A CONCRETE
 AW1128'POST.  R.M. 1 IS A C AND GS REFERENCE MARK DISK,
 AW1128'STAMPED FIRE NO 1 1942.  96.6 FEET EAST AND ACROSS SAN ANTONIO
 AW1128'STREET FROM THE STATION, IN A CONCRETE POST.  R.M. 2 IS A C
 AW1128'AND GS REFERENCE MARK DISK, STAMPED FIRE NO 2 1942.  104.2
 AW1128'FEET SOUTH-SOUTHWEST AND ACROSS MANCHESTER STREET FROM THE
 AW1128'STATION, IN THE TOP OF A CONCRETE POST.
 AW1128'
 AW1128'R.M. 3. IS A C AND GS REFERENCE MARK DISK, STAMPED FIRE NO 3 1942.
 AW1128'96.4 FEET WEST OF THE STATION, IN THE TOP OF A CONCRETE POST.
 AW1128'
 AW1128'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.8 MILES
 AW1128'NORTHWEST OF SOUTH HOUSTON
 AW1128
 AW1128                          STATION RECOVERY (1973)
 AW1128
 AW1128'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (DW)
 AW1128'RECOVERD BY T.C.E.B.
 AW1128'FIRE 1942 - GOOD
 AW1128'
 AW1128'FIRE 1 1942 - GOOD
 AW1128'
 AW1128'FIRE 2 1942 - GOOD
 AW1128'
 AW1128'FIRE 3 1942 - GOOD
 AW1128'
 AW1128'FIRE 1942 AZI - GOOD
 AW1128'
 AW1128'A METAL WITNESS POST WAS PLACED 1.5 WEST OF TRIANGULATION STATION
 AW1128'FIRE
 AW1128'
 AW1128'A METAL WITNESS POST WAS PLACED 1.0 SOUTH OF TRIANGULATION
 AW1128'STATION FIRE AZI.
 AW1128'
 AW1128'FLAGPOLE CALLED FOR IN DESC. IS NO LONGER HERE.
 AW1128
 AW1128                          STATION RECOVERY (1973)
 AW1128
 AW1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1128'4.8 MI NW FROM SOUTH HOUSTON.
 AW1128'4.75 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1128'RAILROAD FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, THENCE
 AW1128'0.05 MILE EAST ALONG MANCHESTER STREET, AT THE NORTHEAST CORNER OF THE
 AW1128'JUNCTION OF SAN ANTONIO STREET, 53 FEET NORTH OF THE CENTER LINE OF
 AW1128'MANCHESTER STREET, 67 1/2 FEET WEST OF THE CENTER LINE OF SAN ANTONIO
 AW1128'STREET, 29.0 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSTON
 AW1128'FIRE STATION NO. 23, 96.4 FEET EAST OF R.M. 3, 104.2 FEET
 AW1128'NORTH-NORTHEAST AND ACROSS THE STREET FROM R.M. 2, 22 FEET NORTH OF A
 AW1128'POWER POLE, 28.9 FEET SOUTH OF THE SOUTH BRICK WALL OF THE FIRE
 AW1128'STATION, 19.3 FEET EAST OF THE EAST EDGE OF AN ASPHALT PARKING AREA,
 AW1128'96.6 FEET WEST AND ACROSS SAN ANTONIO STREET FROM R.M. 1, ABOUT LEVEL
 AW1128'WITH THE STREETS, AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT
 AW1128'UNDERGROUND.
 AW1128
 AW1128                          STATION RECOVERY (1976)
 AW1128
 AW1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1976)
 AW1128
 AW1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1978)
 AW1128
 AW1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1983)
 AW1128
 AW1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1128'RECOVERED IN GOOD CONDITION.  NOTE, THE FIRE STATION IS NOW A PRIVATE
 AW1128'RESIDENCE.
 AW1128'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 AW1128
 AW1128                          STATION RECOVERY (1987)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1987)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1987)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1987)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1987)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1987)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1987)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1987)
 AW1128
 AW1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1988)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1988)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1988)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1989)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1989)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1990)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (1995)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1128'RECOVERED IN GOOD CONDITION.
 AW1128
 AW1128                          STATION RECOVERY (2004)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1128'THE OLD BUILDINGS ARE GONE AND THIS IS NOW A PARKING LOT FOR DUMP
 AW1128'TRUCKS.
 AW1128
 AW1128                          STATION RECOVERY (2005)
 AW1128
 AW1128'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1128'THIS IS NOW A PARKING LOT FOR TRUCKS. THE OLD FIRE STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0595 ***********************************************************************
 CE0595  DESIGNATION -  FIRE
 CE0595  PID         -  CE0595
 CE0595  STATE/COUNTY-  TX/EL PASO
 CE0595  USGS QUAD   -  EL PASO (1997)
 CE0595
 CE0595                         *CURRENT SURVEY CONTROL
 CE0595  ___________________________________________________________________
 CE0595* NAD 83(1993)-  31 45 11.15293(N)    106 24 16.56934(W)     ADJUSTED  
 CE0595* NAVD 88     -      1142.9    (meters)    3750.     (feet)  VERTCON   
 CE0595  ___________________________________________________________________
 CE0595  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CE0595  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0595
 CE0595  HORZ ORDER  -  FIRST
 CE0595
 CE0595.The horizontal coordinates were established by classical geodetic methods
 CE0595.and adjusted by the National Geodetic Survey in February 1996..
 CE0595
 CE0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0595
 CE0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0595
 CE0595.The geoid height was determined by GEOID03.
 CE0595
 CE0595;                    North         East     Units Scale Factor Converg.
 CE0595;SPC TX C     - 3,246,992.356   125,078.835   MT  0.99996761   -3 07 37.4
 CE0595;SPC TX C     -10,652,840.75    410,362.81   sFT  0.99996761   -3 07 37.4
 CE0595;UTM  13      - 3,513,927.254   366,967.495   MT  0.99981827   -0 44 21.5
 CE0595
 CE0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0595!SPC TX C     -   0.99982437  x   0.99996761  =   0.99979199
 CE0595!UTM  13      -   0.99982437  x   0.99981827  =   0.99964268
 CE0595
 CE0595:                Primary Azimuth Mark                     Grid Az
 CE0595:SPC TX C     -  IBC 96                                   276 43 04.5
 CE0595:UTM  13      -  IBC 96                                   274 19 48.6
 CE0595
 CE0595|---------------------------------------------------------------------|
 CE0595| PID    Reference Object                     Distance      Geod. Az  |
 CE0595|                                                           dddmmss.s |
 CE0595| CE0604 IBC 96                              APPROX. 2.1 KM 2733527.1 |
 CE0595| CE0625 CITY HALL                           APPROX. 8.4 KM 2742440.1 |
 CE0595|---------------------------------------------------------------------|
 CE0595
 CE0595                          SUPERSEDED SURVEY CONTROL
 CE0595
 CE0595  NAD 83(1993)-  31 45 11.15449(N)    106 24 16.56742(W) AD(       ) 1
 CE0595  NAD 83(1986)-  31 45 11.15620(N)    106 24 16.56738(W) AD(       ) 1
 CE0595  NAD 27      -  31 45 10.76177(N)    106 24 14.62103(W) AD(       ) 1
 CE0595  NGVD 29 (07/19/86) 1142.4    (m)         3748.     (f) VERT ANG       
 CE0595
 CE0595.Superseded values are not recommended for survey control.
 CE0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0595.See file dsdata.txt to determine how the superseded data were derived.
 CE0595
 CE0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6696713927(NAD 83)
 CE0595_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0595_SETTING: 0 = UNSPECIFIED SETTING
 CE0595_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0595
 CE0595  HISTORY     - Date     Condition        Report By
 CE0595  HISTORY     - 1980     MONUMENTED       NGS
 CE0595
 CE0595                          STATION DESCRIPTION
 CE0595
 CE0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0595'THE STATION IS LOCATED ABOUT 5.6 KM (3-1/2 MI) SOUTH OF THE
 CE0595'INTERNATIONAL AIRPORT, 4.8 KM (3 MI) SOUTHEAST OF DOWNTOWN
 CE0595'EL PASO, 0.8 KM (1/2 MI) NORTHEAST OF THE MEXICAN BORDER,
 CE0595'AND IN ASCARATE PARK.
 CE0595'OWNERSHIP--CITY PROPERTY, PERMISSION BY THE FIRE CHIEF
 CE0595'M.L. COLEMAN, 600 E. OVERLAND, EL PASO, TX 79901, TELEPHONE
 CE0595'NUMBER 915-543-3852.
 CE0595'
 CE0595'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0595'HIGHWAY 10 AND TROWBRIDGE ROAD, GO SOUTHEAST ON TROWBRIDGE
 CE0595'ROAD FOR 3.1 KM (1.9 MI) TO A SIDE ROAD RIGHT (DELTA DRIVE).
 CE0595'TURN RIGHT AND GO SOUTHWESTERLY FOR 0.6 KM (0.4 MI) TO A
 CE0595'CROSSROAD ALAMEDA STREET.  CONTINUE AHEAD ON DELTA DRIVE
 CE0595'FOR 0.1 KM (0.05 MI) TO A SIDE ROAD LEFT AND THE ENTRANCE
 CE0595'TO ASCARATE PARK.  TURN LEFT AND GO 0.4 KM (0.25 MI) TO
 CE0595'SEGURA MCDONALD DRIVE ON THE RIGHT JUST AFTER PASSING
 CE0595'THROUGH THE PARK GATE.  TURN RIGHT AND FOLLOW THE WINDING
 CE0595'ROAD AND ACROSS THE PARKING LOT FOR 0.6 KM (0.4 MI), TO
 CE0595'THE EL PASO FIRE DEPARTMENT TRAINING ACADEMY AND THE
 CE0595'STATION ON TOP OF THE TRAINING TOWER.
 CE0595'
 CE0595'THE STATION IS A STANDARD NGS DISK
 CE0595'STAMPED---FIRE 1980---,
 CE0595'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF A
 CE0595'FOUR-STORY BUILDING.
 CE0595'IT IS LOCATED
 CE0595'3.04 METERS (10.0 FT) SOUTH FROM THE NORTH WALL AND
 CE0595'1.79 METERS (5.9 FT) EAST FROM THE WEST WALL.
 CE0595'
 CE0595'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 CE0595'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0736 ***********************************************************************
 DO0736  DESIGNATION -  FIRE ET
 DO0736  PID         -  DO0736
 DO0736  STATE/COUNTY-  TX/JACK
 DO0736  USGS QUAD   -  JACKSBORO (1982)
 DO0736
 DO0736                         *CURRENT SURVEY CONTROL
 DO0736  ___________________________________________________________________
 DO0736* NAD 83(1993)-  33 09 11.79235(N)    098 08 27.62042(W)     ADJUSTED  
 DO0736* NAVD 88     -       406.1    (meters)    1332.     (feet)  VERTCON   
 DO0736  ___________________________________________________________________
 DO0736  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 DO0736  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DO0736
 DO0736  HORZ ORDER  -  THIRD
 DO0736
 DO0736.The horizontal coordinates were established by classical geodetic methods
 DO0736.and adjusted by the National Geodetic Survey in February 1996..
 DO0736
 DO0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0736
 DO0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0736
 DO0736.The geoid height was determined by GEOID03.
 DO0736
 DO0736;                    North         East     Units Scale Factor Converg.
 DO0736;SPC TXNC     - 2,164,907.120   633,486.766   MT  0.99987419   +0 11 44.9
 DO0736;SPC TXNC     - 7,102,699.44  2,078,364.50   sFT  0.99987419   +0 11 44.9
 DO0736;UTM  14      - 3,668,607.715   580,105.852   MT  0.99967912   +0 28 11.3
 DO0736
 DO0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0736!SPC TXNC     -   0.99994067  x   0.99987419  =   0.99981487
 DO0736!UTM  14      -   0.99994067  x   0.99967912  =   0.99961981
 DO0736
 DO0736:                Primary Azimuth Mark                     Grid Az
 DO0736:SPC TXNC     -  MOORE RESET                              036 56 44.2
 DO0736:UTM  14      -  MOORE RESET                              036 40 17.8
 DO0736
 DO0736|---------------------------------------------------------------------|
 DO0736| PID    Reference Object                     Distance      Geod. Az  |
 DO0736|                                                           dddmmss.s |
 DO0736| DO0723 MOORE RESET                         APPROX. 4.5 KM 0370829.1 |
 DO0736|---------------------------------------------------------------------|
 DO0736
 DO0736                          SUPERSEDED SURVEY CONTROL
 DO0736
 DO0736  NAD 83(1993)-  33 09 11.79414(N)    098 08 27.61404(W) AD(       ) 3
 DO0736  NAD 83(1986)-  33 09 11.79546(N)    098 08 27.60600(W) AD(       ) 3
 DO0736  NAD 27      -  33 09 11.37888(N)    098 08 26.44827(W) AD(       ) 3
 DO0736  NGVD 29 (07/19/86)  406.0    (m)         1332.     (f) VERT ANG       
 DO0736
 DO0736.Superseded values are not recommended for survey control.
 DO0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0736.See file dsdata.txt to determine how the superseded data were derived.
 DO0736
 DO0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8010668608(NAD 83)
 DO0736_MARKER: DD = SURVEY DISK
 DO0736_SETTING: 80 = SET IN A BOULDER
 DO0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0736+STABILITY: SURFACE MOTION
 DO0736
 DO0736  HISTORY     - Date     Condition        Report By
 DO0736  HISTORY     - 1959     MONUMENTED       USGS
 DO0736
 DO0736                          STATION DESCRIPTION
 DO0736
 DO0736'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DO0736'STATION IS LOCATED IN JACK COUNTY, TEXAS, ABOUT 4.5 MI. (AIRLINE) S.
 DO0736'AND 1.0 MI. E. OF JACKSBORO.  ABOUT 1.0 MI. NW. OF HENSLEY, SINCLAIR
 DO0736'OIL PIPELINE STATION.  ON THE NE. POINT OF A HIGH BARE RIDGE AND
 DO0736'BETWEEN TWO PIPELINES.
 DO0736'
 DO0736'TO REACH THE STATION FROM THE SW. CORNER OF THE COURTHOUSE SQUARE IN
 DO0736'JACKSBORO, GO S. ON U.S. HIGHWAY 281 FOR 3.9 MI. TO RAILROAD CROSSING,
 DO0736'CONTINUE 0.4 MI. TO T-RD. RIGHT, TURN RIGHT (W.) FOR 0.1 MI., TURN
 DO0736'LEFT (S.) FOR 2.4 MI. AND THE HENSLEY STATION, CONTINUE ON MAIN RD.
 DO0736'FOR 1.1 MI. TO T-RD. RIGHT, TURN RIGHT (W.) FOR 1.2 MI. TO Y-RD.,
 DO0736'CONTINUE 0.4 MI. ON THE RIGHT FORK TO CATTLEGUARDS AND RD. RIGHT,
 DO0736'TURN RIGHT (N.) FOR 0.7 MI. TO RD. FORK, CONTINUE ON RIGHT FORK 0.4
 DO0736'MI. TO GATE, PASS THROUGH GATE FOR 0.2 MI. AND LEAVE RD. AND GO NE.
 DO0736'0.2 MI. TO TWO PIPE LINES AND THE STATION 12 FT. S. OF THE N.
 DO0736'PIPELINE.
 DO0736'
 DO0736'STATION MARK--STANDARD USGS TABLET CEMENTED IN LIMESTONE BOULDER,
 DO0736'STAMPED ---FIRE-E.T. 1959---.
 DO0736'
 DO0736'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0261 ***********************************************************************
 BB0261  DESIGNATION -  FIRE PLACE
 BB0261  PID         -  BB0261
 BB0261  STATE/COUNTY-  TX/PRESIDIO
 BB0261  USGS QUAD   -  CASA PIEDRA (1983)
 BB0261
 BB0261                         *CURRENT SURVEY CONTROL
 BB0261  ___________________________________________________________________
 BB0261* NAD 83(1993)-  29 42 02.33789(N)    104 00 40.95657(W)     ADJUSTED  
 BB0261* NAVD 88     -      1234.     (meters)    4049.     (feet)  SCALED    
 BB0261  ___________________________________________________________________
 BB0261  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 BB0261  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BB0261
 BB0261  HORZ ORDER  -  SECOND
 BB0261
 BB0261.The horizontal coordinates were established by classical geodetic methods
 BB0261.and adjusted by the National Geodetic Survey in February 1996..
 BB0261
 BB0261.The orthometric height was scaled from a topographic map.
 BB0261
 BB0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0261
 BB0261.The geoid height was determined by GEOID03.
 BB0261
 BB0261;                    North         East     Units Scale Factor Converg.
 BB0261;SPC TXSC     - 4,217,337.012   115,231.149   MT  0.99988354   -2 27 18.5
 BB0261;SPC TXSC     -13,836,379.85    378,054.19   sFT  0.99988354   -2 27 18.5
 BB0261;UTM  13      - 3,286,024.473   595,637.722   MT  0.99971285   +0 29 23.5
 BB0261
 BB0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0261!SPC TXSC     -   0.99980961  x   0.99988354  =   0.99969317
 BB0261!UTM  13      -   0.99980961  x   0.99971285  =   0.99952252
 BB0261
 BB0261|---------------------------------------------------------------------|
 BB0261| PID    Reference Object                     Distance      Geod. Az  |
 BB0261|                                                           dddmmss.s |
 BB0261| CH9359 FIRE PLACE RM 1                      10.140 METERS 00803     |
 BB0261| CH9358 FIRE PLACE AZ MK                                   0844617.9 |
 BB0261| CH9360 FIRE PLACE RM 2                       6.853 METERS 09527     |
 BB0261|---------------------------------------------------------------------|
 BB0261
 BB0261                          SUPERSEDED SURVEY CONTROL
 BB0261
 BB0261  NAD 83(1986)-  29 42 02.33127(N)    104 00 40.95068(W) AD(       ) 2
 BB0261  NAD 27      -  29 42 01.69200(N)    104 00 39.24100(W) AD(       ) 2
 BB0261
 BB0261.Superseded values are not recommended for survey control.
 BB0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0261.See file dsdata.txt to determine how the superseded data were derived.
 BB0261
 BB0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN9563886024(NAD 83)
 BB0261_MARKER: DS = TRIANGULATION STATION DISK
 BB0261_SETTING: 66 = SET IN ROCK OUTCROP
 BB0261_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BB0261
 BB0261  HISTORY     - Date     Condition        Report By
 BB0261  HISTORY     - 1942     MONUMENTED       CGS
 BB0261
 BB0261                          STATION DESCRIPTION
 BB0261
 BB0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BB0261'STATION IS LOCATED 43 MILES, AIR LINE, S OF MARFA, 25 MILES,
 BB0261'AIR LINE, ENE OF PRESIDIO, 4 MILES, AIR LINE, SE OF CASA PIEDRA
 BB0261'POST OFFICE AND STORE, AND 3 MILES, AIR LINE, NW OF A
 BB0261'PROMINENT, LOW, PINNACLE-ROCK PEAK.  IT IS ON THE HIGHEST,
 BB0261'AND EASTERNMOST POINT OF A MESA, THIS POINT BEING THE THIRD
 BB0261'POINT SE OF THE N END OF THE MESA.  THE POINT ITSELF IS
 BB0261'DETACHED FROM THE MAIN MESA BY A 50-FOOT RIM ROCK WHICH
 BB0261'EXTENDS ENTIRELY AROUND THE POINT.  THE STATION IS ON THE
 BB0261'EASTERNMOST END OF THE POINT.
 BB0261'
 BB0261'STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 BB0261'HOLE IN BEDROCK WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 BB0261'IT IS 18 FEET W OF THE E END OF THE MESA AND RIM ROCK.  IT IS
 BB0261'STAMPED FIRE PLACE 1942.
 BB0261'
 BB0261'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK CEMENTED IN
 BB0261'A DRILL HOLE IN BEDROCK WHICH PROJECTS 5 INCHES ABOVE THE
 BB0261'GROUND AND IS THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 BB0261'FIRE PLACE NO. 1 1942.
 BB0261'
 BB0261'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN
 BB0261'A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND AND
 BB0261'IS ABOUT 18 INCHES LOWER IN ELEVATION THAN THE STATION.  IT
 BB0261'IS STAMPED FIRE PLACE NO. 2 1942.
 BB0261'
 BB0261'THE AZIMUTH MARK IS A STANDARD BRONZE DISK CEMENTED IN A
 BB0261'DRILL HOLE IN BEDROCK WHICH PROJECTS 3 INCHES ABOVE THE
 BB0261'GROUND.  IT IS 48 FEET W OF THE CENTER LINE OF THE TRACK
 BB0261'ROAD AT A POINT 0.6 MILE N OF THE ABANDONED FENCE LINE
 BB0261'MENTIONED BELOW.  IT IS 9.66 FEET W OF A WHITE 4- BY 4-INCH
 BB0261'MARKER POST WHICH PROJECTS ABOUT 2.5 FEET ABOVE THE GROUND.
 BB0261'IT IS STAMPED FIRE PLACE 1942.
 BB0261'
 BB0261'REACHED FROM CASA PIEDRA POST OFFICE BY GOING E AND NE ON
 BB0261'THE HIGHWAY TOWARD MARFA FOR 2.2 MILES TO A GRADED ROAD RIGHT,
 BB0261'THENCE RIGHT AND GO E ON THE GRADED ROAD FOR 1.0 MILE, THENCE
 BB0261'BEAR RIGHT AND CONTINUE S AND SE ON THE MAIN BLADED ROAD
 BB0261'FOR 2.2 MILES TO A GATE AND CATTLE GUARD IN A N-S FENCE,
 BB0261'HERE TURN RIGHT OFF THE BLADED ROAD AND GO S ON A TRACK
 BB0261'ROAD ALONG THE E SIDE OF THE FENCE FOR 2.7 MILES TO WHERE
 BB0261'THE ROAD CROSSES AN ABANDONED FENCE LINE, THENCE TURN RIGHT
 BB0261'ACROSS COUNTRY FOR 0.2 MILE NW TO THE BASE OF THE MESA AND
 BB0261'END OF TRUCK TRAVEL.  FROM HERE CLIMB EASTWARD UP STEEP
 BB0261'SLOPE, AND OVER THE RIM ROCK TO THE HIGHEST POINT AND
 BB0261'STATION, ABOUT 25 MINUTES PACK FROM THE END OF TRUCK
 BB0261'TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1129 ***********************************************************************
 AW1129  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1129  DESIGNATION -  FIRE RM 1
 AW1129  PID         -  AW1129
 AW1129  STATE/COUNTY-  TX/HARRIS
 AW1129  USGS QUAD   -  PARK PLACE (1995)
 AW1129
 AW1129                         *CURRENT SURVEY CONTROL
 AW1129  ___________________________________________________________________
 AW1129* NAD 83(1993)-  29 43 05.37258(N)    095 17 00.14686(W)     ADJUSTED  
 AW1129* NAVD 88     -        10.18   (meters)      33.4    (feet)  GPS OBS   
 AW1129  ___________________________________________________________________
 AW1129  X           -    -510,481.897 (meters)                     COMP
 AW1129  Y           -  -5,520,243.237 (meters)                     COMP
 AW1129  Z           -   3,143,270.534 (meters)                     COMP
 AW1129  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW1129  ELLIP HEIGHT-         -17.04  (meters)          (12/03/01) GPS OBS
 AW1129  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW1129  DYNAMIC HT  -          10.16  (meters)      33.3   (feet)  COMP
 AW1129  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 AW1129
 AW1129  HORZ ORDER  -  FIRST
 AW1129  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1129  ELLP ORDER  -  FOURTH    CLASS II
 AW1129
 AW1129.The horizontal coordinates were established by GPS observations
 AW1129.and adjusted by the National Geodetic Survey in December 2001..
 AW1129
 AW1129.The orthometric height was determined by GPS observations and a
 AW1129.high-resolution geoid model using precise GPS observation and
 AW1129.processing techniques. It supersedes the leveled height previously
 AW1129.determined for this station.
 AW1129.The vertical order pertains to the first NAVD 88 superseded value.
 AW1129
 AW1129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1129
 AW1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1129
 AW1129.The ellipsoidal height was determined by GPS observations
 AW1129.and is referenced to NAD 83.
 AW1129
 AW1129.The geoid height was determined by GEOID03.
 AW1129
 AW1129.The dynamic height is computed by dividing the NAVD 88
 AW1129.geopotential number by the normal gravity value computed on the
 AW1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1129.degrees latitude (g = 980.6199 gals.).
 AW1129
 AW1129.The modeled gravity was interpolated from observed gravity values.
 AW1129
 AW1129;                    North         East     Units Scale Factor Converg.
 AW1129;SPC TXSC     - 4,214,602.859   959,510.697   MT  0.99988553   +1 49 15.0
 AW1129;SPC TXSC     -13,827,409.55  3,147,994.68   sFT  0.99988553   +1 49 15.0
 AW1129;UTM  15      - 3,289,738.323   279,124.268   MT  1.00020198   -1 07 56.7
 AW1129
 AW1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1129!SPC TXSC     -   1.00000268  x   0.99988553  =   0.99988821
 AW1129!UTM  15      -   1.00000268  x   1.00020198  =   1.00020466
 AW1129
 AW1129                          SUPERSEDED SURVEY CONTROL
 AW1129
 AW1129  ELLIP H (10/25/00)  -17.05   (m)                       GP(       ) 4 1
 AW1129  NAD 83(1993)-  29 43 05.37333(N)    095 17 00.14563(W) AD(       ) 1
 AW1129  ELLIP H (10/17/96)  -16.92   (m)                       GP(       ) 3 1
 AW1129  NAVD 88 (06/15/91)   10.222  (m)           33.54   (f) ADJUSTED    1 1
 AW1129  NGVD 29 (12/23/87)   10.219  (m)           33.53   (f) ADJUSTED    1 1
 AW1129
 AW1129.Superseded values are not recommended for survey control.
 AW1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1129.See file dsdata.txt to determine how the superseded data were derived.
 AW1129
 AW1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7912489738(NAD 83)
 AW1129_MARKER: DB = BENCH MARK DISK
 AW1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1129_SP_SET: CONCRETE POST
 AW1129_STAMPING: FIRE NO 1 1942
 AW1129_MARK LOGO: CGS   
 AW1129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1129+STABILITY: SURFACE MOTION
 AW1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1129+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1129
 AW1129  HISTORY     - Date     Condition        Report By
 AW1129  HISTORY     - 1942     MONUMENTED       CGS
 AW1129  HISTORY     - 1973     GOOD             NGS
 AW1129  HISTORY     - 1976     GOOD             NGS
 AW1129  HISTORY     - 1976     GOOD             NGS
 AW1129  HISTORY     - 1978     GOOD             NGS
 AW1129  HISTORY     - 1983     GOOD             NGS
 AW1129  HISTORY     - 1987     GOOD             USPSQD
 AW1129  HISTORY     - 1987     GOOD             USPSQD
 AW1129  HISTORY     - 1987     GOOD             USPSQD
 AW1129  HISTORY     - 1987     GOOD             USPSQD
 AW1129  HISTORY     - 1987     GOOD             USPSQD
 AW1129  HISTORY     - 1987     GOOD             USPSQD
 AW1129  HISTORY     - 1987     GOOD             USPSQD
 AW1129  HISTORY     - 1987     GOOD             NGS
 AW1129  HISTORY     - 1988     GOOD             USPSQD
 AW1129  HISTORY     - 1988     GOOD             USPSQD
 AW1129  HISTORY     - 1988     GOOD             USPSQD
 AW1129  HISTORY     - 1988     GOOD             USPSQD
 AW1129  HISTORY     - 1988     GOOD             USPSQD
 AW1129  HISTORY     - 1988     GOOD             USPSQD
 AW1129  HISTORY     - 1988     GOOD             USPSQD
 AW1129  HISTORY     - 1988     GOOD             USPSQD
 AW1129  HISTORY     - 1989     GOOD             USPSQD
 AW1129  HISTORY     - 1989     GOOD             USPSQD
 AW1129  HISTORY     - 1989     GOOD             USPSQD
 AW1129  HISTORY     - 1990     GOOD             USPSQD
 AW1129  HISTORY     - 1990     GOOD             USPSQD
 AW1129  HISTORY     - 19950420 GOOD             HGCSD
 AW1129  HISTORY     - 19950903 GOOD             USPSQD
 AW1129  HISTORY     - 20040510 GOOD             USPSQD
 AW1129  HISTORY     - 20050705 GOOD             USPSQD
 AW1129
 AW1129                          STATION DESCRIPTION
 AW1129
 AW1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1129'4.8 MI NW FROM SOUTH HOUSTON.
 AW1129'4.75 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1129'RAILROAD FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, THENCE
 AW1129'0.05 MILE EAST ALONG MANCHESTER STREET, AT THE NORTHEAST CORNER OF SAN
 AW1129'ANTONIO STREET, 33 FEET NORTH OF THE CENTER LINE OF MANCHESTER STREET,
 AW1129'30 FEET EAST OF THE CENTER LINE OF SAN ANTONIO STREET, 96.6 FEET EAST
 AW1129'AND ACROSS SAN ANTONIO STREET FROM THE STATION, 11 1/2 FEET NORTH OF
 AW1129'JUNCTION POWER POLE 5575 BEARING A STREET LIGHT, 96.5 FEET
 AW1129'EAST-SOUTHEAST AND ACROSS SAN ANTONIO STREET FROM THE SOUTHEAST CORNER
 AW1129'OF THE FIRE STATION, 22.0 FEET NORTH OF THE EAST END OF THE NORTH
 AW1129'HEADWALL OF A CONCRETE BOX CULVERT, ABOUT 1/2 FOOT LOWER THAN THE
 AW1129'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 AW1129'ABOVE THE GROUND.
 AW1129
 AW1129                          STATION RECOVERY (1976)
 AW1129
 AW1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1976)
 AW1129
 AW1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1978)
 AW1129
 AW1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1983)
 AW1129
 AW1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1129'RECOVERED IN GOOD CONDITION.  NOTE, ADD 2.7 METERS (9.0 FT) NORTH OF A
 AW1129'POWERLINE POLE WITH A STREET LIGHT.
 AW1129
 AW1129                          STATION RECOVERY (1987)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1987)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1987)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1987)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1987)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1987)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1987)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1987)
 AW1129
 AW1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1988)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1988)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1988)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1988)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1988)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1988)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1988)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1988)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1989)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1989)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1989)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1990)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1990)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (1995)
 AW1129
 AW1129'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1129'RECOVERED AS DESCRIBED.
 AW1129
 AW1129                          STATION RECOVERY (1995)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (2004)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1129'RECOVERED IN GOOD CONDITION.
 AW1129
 AW1129                          STATION RECOVERY (2005)
 AW1129
 AW1129'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1126 ***********************************************************************
 AW1126  DESIGNATION -  FIRE RM 2
 AW1126  PID         -  AW1126
 AW1126  STATE/COUNTY-  TX/HARRIS
 AW1126  USGS QUAD   -  PARK PLACE (1995)
 AW1126
 AW1126                         *CURRENT SURVEY CONTROL
 AW1126  ___________________________________________________________________
 AW1126* NAD 83(1986)-  29 43 06.     (N)    095 17 03.     (W)     SCALED    
 AW1126* NAVD 88     -        10.096  (meters)      33.12   (feet)  ADJUSTED  
 AW1126  ___________________________________________________________________
 AW1126  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW1126  DYNAMIC HT  -          10.082 (meters)      33.08  (feet)  COMP
 AW1126  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 AW1126
 AW1126  VERT ORDER  -  FIRST     CLASS I
 AW1126
 AW1126.The horizontal coordinates were scaled from a topographic map and have
 AW1126.an estimated accuracy of +/- 6 seconds.
 AW1126
 AW1126.The orthometric height was determined by differential leveling
 AW1126.and adjusted by the National Geodetic Survey in June 1991..
 AW1126
 AW1126.The geoid height was determined by GEOID03.
 AW1126
 AW1126.The dynamic height is computed by dividing the NAVD 88
 AW1126.geopotential number by the normal gravity value computed on the
 AW1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1126.degrees latitude (g = 980.6199 gals.).
 AW1126
 AW1126.The modeled gravity was interpolated from observed gravity values.
 AW1126
 AW1126;                    North         East    Units  Estimated Accuracy
 AW1126;SPC TXSC     - 4,214,620.      959,430.      MT  (+/- 180 meters Scaled)
 AW1126
 AW1126                          SUPERSEDED SURVEY CONTROL
 AW1126
 AW1126  NGVD 29 (12/23/87)   10.093  (m)           33.11   (f) ADJUSTED    1 1
 AW1126
 AW1126.Superseded values are not recommended for survey control.
 AW1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1126.See file dsdata.txt to determine how the superseded data were derived.
 AW1126
 AW1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN790897(NAD 83)
 AW1126_MARKER: DR = REFERENCE MARK DISK
 AW1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1126_SP_SET: CONCRETE POST
 AW1126_STAMPING: FIRE NO 2 1942
 AW1126_MARK LOGO: CGS   
 AW1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1126+STABILITY: SURFACE MOTION
 AW1126
 AW1126  HISTORY     - Date     Condition        Report By
 AW1126  HISTORY     - 1942     MONUMENTED       CGS
 AW1126  HISTORY     - 1973     GOOD             NGS
 AW1126  HISTORY     - 1976     GOOD             NGS
 AW1126  HISTORY     - 1976     GOOD             NGS
 AW1126  HISTORY     - 1978     GOOD             NGS
 AW1126  HISTORY     - 1983     GOOD             NGS
 AW1126  HISTORY     - 1987     GOOD             USPSQD
 AW1126  HISTORY     - 1987     GOOD             USPSQD
 AW1126  HISTORY     - 1987     GOOD             USPSQD
 AW1126  HISTORY     - 1987     GOOD             USPSQD
 AW1126  HISTORY     - 1987     GOOD             USPSQD
 AW1126  HISTORY     - 1987     GOOD             USPSQD
 AW1126  HISTORY     - 1987     GOOD             USPSQD
 AW1126  HISTORY     - 1987     GOOD             NGS
 AW1126  HISTORY     - 1988     GOOD             USPSQD
 AW1126  HISTORY     - 1988     GOOD             USPSQD
 AW1126  HISTORY     - 1988     GOOD             USPSQD
 AW1126  HISTORY     - 1988     GOOD             USPSQD
 AW1126  HISTORY     - 1988     GOOD             USPSQD
 AW1126  HISTORY     - 1988     GOOD             USPSQD
 AW1126  HISTORY     - 1988     GOOD             USPSQD
 AW1126  HISTORY     - 1988     GOOD             USPSQD
 AW1126  HISTORY     - 1989     GOOD             USPSQD
 AW1126  HISTORY     - 1989     GOOD             USPSQD
 AW1126  HISTORY     - 1989     GOOD             USPSQD
 AW1126  HISTORY     - 1990     GOOD             USPSQD
 AW1126  HISTORY     - 1990     GOOD             USPSQD
 AW1126  HISTORY     - 19950903 GOOD             USPSQD
 AW1126  HISTORY     - 20040510 MARK NOT FOUND   USPSQD
 AW1126  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1126
 AW1126                          STATION DESCRIPTION
 AW1126
 AW1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1126'4.8 MI NW FROM SOUTH HOUSTON.
 AW1126'4.75 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1126'RAILROAD FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, THENCE
 AW1126'0.05 MILE EAST ALONG MANCHESTER STREET, AT THE SOUTHWEST CORNER OF THE
 AW1126'JUNCTION OF SAN ANTONIO STREET, 32 FEET SOUTH OF THE CENTER LINE OF
 AW1126'MANCHESTER STREET, 126 1/2 FEET WEST OF THE CENTER LINE OF SAN ANTONIO
 AW1126'STREET, 104.2 FEET SOUTH-SOUTHWEST OF AND ACROSS THE STREET FROM THE
 AW1126'STATION, 65.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF RESIDENCE NO.
 AW1126'7624 MANCHESTER STREET, 75.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AW1126'RESIDENCE NO. 7616 MANCHESTER STREET, 1.0 FOOT SOUTHEAST OF A
 AW1126'TELEPHONE POLE, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A
 AW1126'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW1126
 AW1126                          STATION RECOVERY (1976)
 AW1126
 AW1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1976)
 AW1126
 AW1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1978)
 AW1126
 AW1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1983)
 AW1126
 AW1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1126'RECOVERED IN GOOD CONDITION.  NOTE, ADD 1.5 METERS (5.0 FT) SOUTHEAST
 AW1126'OF A POWERLINE POLE.
 AW1126
 AW1126                          STATION RECOVERY (1987)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1987)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1987)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1987)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1987)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1987)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1987)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1987)
 AW1126
 AW1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1988)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1988)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1988)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1988)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1988)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1988)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1988)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1988)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1989)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1989)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1989)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1990)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1990)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (1995)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1126'RECOVERED IN GOOD CONDITION.
 AW1126
 AW1126                          STATION RECOVERY (2004)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1126'MARK NOT FOUND.
 AW1126
 AW1126                          STATION RECOVERY (2005)
 AW1126
 AW1126'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1126'GOOD DESCRIPTION BUT IT IS NOT THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1127 ***********************************************************************
 AW1127  DESIGNATION -  FIRE RM 3
 AW1127  PID         -  AW1127
 AW1127  STATE/COUNTY-  TX/HARRIS
 AW1127  USGS QUAD   -  PARK PLACE (1995)
 AW1127
 AW1127                         *CURRENT SURVEY CONTROL
 AW1127  ___________________________________________________________________
 AW1127* NAD 83(1986)-  29 43 05.     (N)    095 17 03.     (W)     SCALED    
 AW1127* NAVD 88     -        10.54   (+/-2cm)      34.6    (feet)  VERTCON   
 AW1127  ___________________________________________________________________
 AW1127  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW1127
 AW1127  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1127
 AW1127.The horizontal coordinates were scaled from a topographic map and have
 AW1127.an estimated accuracy of +/- 6 seconds.
 AW1127
 AW1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1127.The vertical order pertains to the NGVD 29 superseded value.
 AW1127
 AW1127.The geoid height was determined by GEOID03.
 AW1127
 AW1127;                    North         East    Units  Estimated Accuracy
 AW1127;SPC TXSC     - 4,214,590.      959,430.      MT  (+/- 180 meters Scaled)
 AW1127
 AW1127                          SUPERSEDED SURVEY CONTROL
 AW1127
 AW1127  NGVD 29 (??/??/92)   10.534  (m)           34.56   (f) ADJ UNCH    1 1
 AW1127
 AW1127.Superseded values are not recommended for survey control.
 AW1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1127.See file dsdata.txt to determine how the superseded data were derived.
 AW1127
 AW1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN790897(NAD 83)
 AW1127_MARKER: DR = REFERENCE MARK DISK
 AW1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1127_SP_SET: CONCRETE POST
 AW1127_STAMPING: FIRE NO 3 1942
 AW1127_MARK LOGO: CGS   
 AW1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1127+STABILITY: SURFACE MOTION
 AW1127
 AW1127  HISTORY     - Date     Condition        Report By
 AW1127  HISTORY     - 1942     MONUMENTED       CGS
 AW1127  HISTORY     - 1973     GOOD             NGS
 AW1127  HISTORY     - 1976     GOOD             NGS
 AW1127  HISTORY     - 1976     GOOD             NGS
 AW1127  HISTORY     - 1978     GOOD             NGS
 AW1127  HISTORY     - 1983     GOOD             NGS
 AW1127  HISTORY     - 1987     GOOD             USPSQD
 AW1127  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1127  HISTORY     - 1987     GOOD             USPSQD
 AW1127  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1127  HISTORY     - 1987     GOOD             USPSQD
 AW1127  HISTORY     - 1987     GOOD             USPSQD
 AW1127  HISTORY     - 1987     GOOD             USPSQD
 AW1127  HISTORY     - 1987     GOOD             USPSQD
 AW1127  HISTORY     - 1987     GOOD             NGS
 AW1127  HISTORY     - 1988     GOOD             USPSQD
 AW1127  HISTORY     - 1988     GOOD             USPSQD
 AW1127  HISTORY     - 1988     GOOD             USPSQD
 AW1127  HISTORY     - 1988     GOOD             USPSQD
 AW1127  HISTORY     - 1988     GOOD             USPSQD
 AW1127  HISTORY     - 1988     GOOD             USPSQD
 AW1127  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1127  HISTORY     - 1989     GOOD             USPSQD
 AW1127  HISTORY     - 1989     GOOD             USPSQD
 AW1127  HISTORY     - 1989     GOOD             USPSQD
 AW1127  HISTORY     - 1990     GOOD             USPSQD
 AW1127  HISTORY     - 1990     GOOD             USPSQD
 AW1127  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW1127  HISTORY     - 20040510 MARK NOT FOUND   USPSQD
 AW1127  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW1127
 AW1127                          STATION DESCRIPTION
 AW1127
 AW1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1127'4.8 MI NW FROM SOUTH HOUSTON.
 AW1127'4.75 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1127'RAILROAD FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, THENCE
 AW1127'0.05 MILE EAST ALONG MANCHESTER STREET, AT THE NORTHWEST CORNER OF THE
 AW1127'JUNCTION OF SAN ANTONIO STREET, 60 FEET NORTH OF THE CENTER LINE OF
 AW1127'MANCHESTER STREET, 164 FEET WEST OF THE CENTER LINE OF SAN ANTONIO
 AW1127'STREET, 58.6 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSTON
 AW1127'FIRE STATION NO. 23, 96.4 FEET WEST OF THE STATION, 30 1/2 FEET
 AW1127'NORTH-NORTHEAST OF A POWER POLE, 39.0 FEET WEST OF THE SOUTH END OF A
 AW1127'CYCLONE FENCE, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A
 AW1127'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW1127
 AW1127                          STATION RECOVERY (1976)
 AW1127
 AW1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1976)
 AW1127
 AW1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1978)
 AW1127
 AW1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1983)
 AW1127
 AW1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1127'RECOVERED IN GOOD CONDITION, LOCATED INSIDE A CORRAL, NOT LEVELED TO
 AW1127'THIS SURVEY.
 AW1127
 AW1127                          STATION RECOVERY (1987)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1987)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1127'MARK NOT FOUND.
 AW1127
 AW1127                          STATION RECOVERY (1987)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1987)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1987 (USP)
 AW1127'MARK NOT FOUND.
 AW1127
 AW1127                          STATION RECOVERY (1987)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1987)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1987)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1987)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1987)
 AW1127
 AW1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1127'RECOVERED IN GOOD CONDITION.  THIS MARK WAS NOT LEVELED THIS SURVEY.
 AW1127
 AW1127                          STATION RECOVERY (1988)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1988)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1988)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1988)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1988)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1988)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1988)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1127'MARK NOT FOUND.
 AW1127
 AW1127                          STATION RECOVERY (1989)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1989)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1989)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1990)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1990)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1127'RECOVERED IN GOOD CONDITION.
 AW1127
 AW1127                          STATION RECOVERY (1995)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1127'MARK NOT FOUND.
 AW1127
 AW1127                          STATION RECOVERY (2004)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1127'THE OLD BUILDINGS ARE GONE AND THIS IS NOW A PARKING LOT FOR DUMP
 AW1127'TRUCKS.
 AW1127
 AW1127                          STATION RECOVERY (2005)
 AW1127
 AW1127'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1127'THIS IS NOW A PARKING LOT FOR TRUCKS. THE OLD FIRE STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6526 ***********************************************************************
 AW6526  DESIGNATION -  FIRE RM 3
 AW6526  PID         -  AW6526
 AW6526  STATE/COUNTY-  TX/HARRIS
 AW6526  USGS QUAD   -  PARK PLACE (1995)
 AW6526
 AW6526                         *CURRENT SURVEY CONTROL
 AW6526  ___________________________________________________________________
 AW6526* NAD 83(1993)-  29 43 05.37709(N)    095 17 02.32716(W)     ADJUSTED  
 AW6526* NAVD 88     -        10.82   (+/-2cm)      35.5    (feet)  VERTCON   
 AW6526  ___________________________________________________________________
 AW6526  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW6526  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6526
 AW6526  HORZ ORDER  -  FIRST
 AW6526  VERT ORDER  -  THIRD ? (See Below)
 AW6526
 AW6526.The horizontal coordinates were established by classical geodetic methods
 AW6526.and adjusted by the National Geodetic Survey in February 1996..
 AW6526
 AW6526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6526.The vertical order pertains to the NGVD 29 superseded value.
 AW6526
 AW6526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6526
 AW6526.The geoid height was determined by GEOID03.
 AW6526
 AW6526;                    North         East     Units Scale Factor Converg.
 AW6526;SPC TXSC     - 4,214,601.136   959,452.129   MT  0.99988554   +1 49 13.9
 AW6526;SPC TXSC     -13,827,403.89  3,147,802.53   sFT  0.99988554   +1 49 13.9
 AW6526;UTM  15      - 3,289,739.621   279,065.670   MT  1.00020230   -1 07 57.7
 AW6526
 AW6526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6526!SPC TXSC     -   1.00000257  x   0.99988554  =   0.99988811
 AW6526!UTM  15      -   1.00000257  x   1.00020230  =   1.00020487
 AW6526
 AW6526                          SUPERSEDED SURVEY CONTROL
 AW6526
 AW6526  NAD 83(1986)-  29 43 05.39170(N)    095 17 02.30787(W) AD(       ) 1
 AW6526  NAD 27      -  29 43 04.56756(N)    095 17 01.53681(W) AD(       ) 1
 AW6526  NGVD 29 (07/19/86)   10.82   (m)           35.5    (f) LEVELING    3  
 AW6526
 AW6526.Superseded values are not recommended for survey control.
 AW6526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6526.See file dsdata.txt to determine how the superseded data were derived.
 AW6526
 AW6526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7906689740(NAD 83)
 AW6526_MARKER: DR = REFERENCE MARK DISK
 AW6526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6526
 AW6526  HISTORY     - Date     Condition        Report By
 AW6526  HISTORY     - 1963     MONUMENTED       CGS
 AW6526  HISTORY     - 1968     GOOD             CGS
 AW6526  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW6526
 AW6526                          STATION DESCRIPTION
 AW6526
 AW6526'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6526'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE DOWNTOWN
 AW6526'BUSINESS DISTRICT OF HOUSTON, IN THE SOUTHWEST EDGE OF THE YARD
 AW6526'AROUND THE HARRISBURG DISTRICT FIRE DEPARTMENT STATION, ON SAN
 AW6526'ANTONIO AND MANCHESTER STREETS.
 AW6526'
 AW6526'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED FIRE NO 3 1942, SET
 AW6526'IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 6 INCHES FROM
 AW6526'THE GROUND SURFACE.  IT IS 60 FEET NORTH OF MANCHESTER STREET, THE
 AW6526'CENTER LINE.  44 FEET WEST OF THE DRIVEWAY TO THE FIRE STATION.
 AW6526'58.5 FEET SOUTHWEST OF THE WEST CORNER OF THE FIRE STATION.  30 FEET
 AW6526'NORTHEAST OF POWER POLE.
 AW6526'
 AW6526'STATION IS A STANDARD DISK STAMPED FIRE 1942, SET IN A 10 X 10 INCH
 AW6526'SQUARE CONCRETE MONUMENT, THAT IS 2 INCHES BELOW THE GROUND SURFACE.
 AW6526'IT IS 21.8 FEET NORTH OF A POWER POLE.  16.5 FEET SOUTHWEST OF A
 AW6526'FLAG POLE.  9.0 FEET SOUTH OF THE SOUTH EDGE OF THE FIRE HOSE
 AW6526'RACK.  28.3 FEET SOUTH OF THE FIRE STATION.
 AW6526'
 AW6526'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED FIRE NO 1 1942, SET
 AW6526'IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 3 INCHES FROM
 AW6526'THE GROUND SURFACE.  IT IS 22 FEET EAST OF CENTER LINE OF SAN
 AW6526'ANTONIO STREET.  35 FEET NORTH OF CENTER LINE OF MANCHESTER STREET.
 AW6526'9 FEET NORTH OF POWER POLE NUMBER 5575.  83 FEET SOUTHEAST OF A
 AW6526'FLAG POLE.
 AW6526'
 AW6526'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED FIRE NO 2 1942, SET
 AW6526'IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 1 INCH FROM
 AW6526'THE GROUND SURFACE.  IT IS 27 FEET SOUTH OF CENTER LINE OF
 AW6526'MANCHESTER STREET.  1.0 FEET EAST OF TELEPHONE POLE.  118.5 FEET
 AW6526'SOUTHWEST OF A FLAG POLE.
 AW6526'
 AW6526'AZIMUTH MARK IS A STANDARD DISK STAMPED FIRE 1942, SET IN A 10 X 10
 AW6526'INCH SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES FROM THE GROUND
 AW6526'SURFACE.  IT IS 28 FEET SOUTH OF THE CENTER LINE OF MANCHESTER
 AW6526'STREET.  26 FEET EAST OF THE CENTER LINE OF MEDINA STREET.
 AW6526'
 AW6526'TO REACH THE AZIMUTH FROM THE STATION, GO EASTERLY ON MANCHESTER
 AW6526'STREET FOR 0.25 MILE TO THE INTERSECTION WITH MEDINA STREET AND THE
 AW6526'AZIMUTH IN THE SOUTHEASTERN CORNER.
 AW6526
 AW6526                          STATION RECOVERY (1968)
 AW6526
 AW6526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6526'FIRE 1942 IS A 1963 TRAVERSE DISTANCE.
 AW6526'
 AW6526'THE STATION MARK AND REFERENCE MARK 1, REFERENCE MARK 2, FIRE 1942
 AW6526'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE
 AW6526'OF .08 OF A FOOT LOWER WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 AW6526'2.  FOLLOWING IS A NEW DESCRIPTION.
 AW6526'
 AW6526'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 AW6526'SAN ANTONIO AND MANCHESTER STREETS, ABOUT 5-1/2 MILES SOUTHEAST OF
 AW6526'THE CENTER OF HOUSTON, 4-1/2 MILES WEST-SOUTHWEST OF THE WASHBURN
 AW6526'TUNNEL, 60 FEET SOUTHWEST OF THE HOUSTON FIRE DEPARTMENT STATION
 AW6526'NO. 23 AND ON PROPERTY LEASED BY THE COMMERICAL PETROLEUM
 AW6526'PRODUCTS COMPANY.
 AW6526'
 AW6526'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED FIRE NO 3
 AW6526'1942, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6526'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 64 FEET NORTH OF
 AW6526'THE CENTER OF MANCHESTER STREET, 38.9 FEET WEST OF THE SOUTH END
 AW6526'OF A CHAIN LINK FENCE AND 30.3 FEET NORTH-NORTHEAST OF A POWER
 AW6526'LINE POLE.
 AW6526'
 AW6526'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FIRE NO 1 1942, SET IN
 AW6526'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 AW6526'INCHES ABOVE THE GROUND.  IT IS 82.8 FEET EAST OF A FLAGPOLE, 33
 AW6526'FEET NORTH OF THE CENTER OF MANCHESTER STREET, 29 FEET EAST OF THE
 AW6526'CENTER OF SAN ANTONIO STREET AND 11 FEET NORTH OF POWER LINE POLE
 AW6526'NO. 5575.
 AW6526'
 AW6526'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FIRE NO 2 1942, SET
 AW6526'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 AW6526'INCH ABOVE THE GROUND.  IT IS 119.5 FEET SOUTHWEST OF THE FLAGPOLE,
 AW6526'30 FEET SOUTH OF THE CENTER OF MANCHESTER STREET AND 1 FOOT
 AW6526'SOUTHEAST OF A POWER LINE POLE.
 AW6526'
 AW6526'FIRE 1942 IS A STANDARD STATION DISK STAMPED FIRE 1942, SET IN
 AW6526'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 AW6526'GROUND SURFACE.  IT IS 28.3 FEET SOUTH OF THE SOUTH EDGE OF THE
 AW6526'FIRE STATION, 21.6 FEET NORTH OF A POWER LINE POLE, 9 FEET SOUTH OF
 AW6526'THE SOUTH EDGE OF A FIRE HOSE RACK AND 16.5 FEET SOUTHWEST OF
 AW6526'THE FLAGPOLE.
 AW6526'
 AW6526'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIRE 1942, SET IN THE
 AW6526'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 AW6526'ABOVE THE GROUND.  IT IS 44 FEET WEST OF THE CENTER OF A PAVED
 AW6526'DRIVEWAY WHICH LEADS TO AN APARTMENT BUILDING, 37 FEET SOUTH OF
 AW6526'THE CENTER OF MANCHESTER STREET AND 28 FEET EAST OF THE CENTER OF
 AW6526'MEDINA STREET.
 AW6526'
 AW6526'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON MANCHESTER
 AW6526'STREET FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 AW6526'
 AW6526'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 AW6526
 AW6526                          STATION RECOVERY (1995)
 AW6526
 AW6526'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1364 ***********************************************************************
 GL1364  DESIGNATION -  FIRESTONE
 GL1364  PID         -  GL1364
 GL1364  STATE/COUNTY-  TX/HARTLEY
 GL1364  USGS QUAD   -  DALHART EAST (1973)
 GL1364
 GL1364                         *CURRENT SURVEY CONTROL
 GL1364  ___________________________________________________________________
 GL1364* NAD 83(1993)-  36 02 11.50153(N)    102 25 42.02034(W)     ADJUSTED  
 GL1364* NAVD 88     -      1208.     (meters)    3963.     (feet)  VERTCON   
 GL1364  ___________________________________________________________________
 GL1364  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 GL1364  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 GL1364
 GL1364  HORZ ORDER  -  SECOND
 GL1364
 GL1364.The horizontal coordinates were established by classical geodetic methods
 GL1364.and adjusted by the National Geodetic Survey in February 1996..
 GL1364
 GL1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1364
 GL1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1364
 GL1364.The geoid height was determined by GEOID03.
 GL1364
 GL1364;                    North         East     Units Scale Factor Converg.
 GL1364;SPC TX N     - 1,226,324.266   116,339.970   MT  0.99996905   -0 32 16.8
 GL1364;SPC TX N     - 4,023,365.53    381,692.05   sFT  0.99996905   -0 32 16.8
 GL1364;UTM  13      - 3,991,060.157   731,694.911   MT  1.00026151   +1 30 48.9
 GL1364
 GL1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1364!SPC TX N     -   0.99981444  x   0.99996905  =   0.99978350
 GL1364!UTM  13      -   0.99981444  x   1.00026151  =   1.00007590
 GL1364
 GL1364|---------------------------------------------------------------------|
 GL1364| PID    Reference Object                     Distance      Geod. Az  |
 GL1364|                                                           dddmmss.s |
 GL1364| CM8078 FIRESTONE RM 1                       28.105 METERS 04933     |
 GL1364| GL1362 WILCO RR SID C H KUPER CO ELEV      APPROX.12.1 KM 0950830.2 |
 GL1364| CM8079 FIRESTONE RM 2                       29.955 METERS 12140     |
 GL1364| FM0880 HARTLEY FARMERS CO GRAIN ELEV       APPROX.16.8 KM 1703953.3 |
 GL1364| FM0881 HARTLEY WILLIAMS WTR WORKS TK       APPROX.17.1 KM 1721040.6 |
 GL1364| CM8077 FIRESTONE AZ MK                                    2721211.1 |
 GL1364| GL1387 DALHART ROCK ISLAND RR SAND TK      APPROX. 8.6 KM 2971652.6 |
 GL1364|---------------------------------------------------------------------|
 GL1364
 GL1364                          SUPERSEDED SURVEY CONTROL
 GL1364
 GL1364  NAD 83(1993)-  36 02 11.50153(N)    102 25 42.02053(W) AD(       ) 2
 GL1364  NAD 83(1986)-  36 02 11.51101(N)    102 25 42.01093(W) AD(       ) 2
 GL1364  NAD 27      -  36 02 11.39200(N)    102 25 40.31700(W) AD(       ) 2
 GL1364  NGVD 29 (07/19/86) 1207.     (m)         3960.     (f) VERT ANG       
 GL1364
 GL1364.Superseded values are not recommended for survey control.
 GL1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1364.See file dsdata.txt to determine how the superseded data were derived.
 GL1364
 GL1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3169591060(NAD 83)
 GL1364_MARKER: DS = TRIANGULATION STATION DISK
 GL1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1364_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1364
 GL1364  HISTORY     - Date     Condition        Report By
 GL1364  HISTORY     - 1953     MONUMENTED       CGS
 GL1364  HISTORY     - 1956     GOOD             CGS
 GL1364  HISTORY     - 1968     GOOD             USAF
 GL1364  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL1364
 GL1364                          STATION DESCRIPTION
 GL1364
 GL1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1364'STATION IS LOCATED, AIRLINE, ABOUT 11 MILES NORTH OF HARTLEY,
 GL1364'6 MILES SOUTHEAST OF DALHART, 3 MILES EAST OF U.S. HIGHWAY
 GL1364'87 AND IN THE SOUTH RIGHT-OF-WAY OF FARM ROAD 1712.
 GL1364'
 GL1364'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 GL1364'HIGHWAYS 87 AND 54 IN DALHART, TAKE HIGHWAY 87, SOUTHEAST,
 GL1364'AND GO 2.9 MILES TO THE JUNCTION OF FARM ROAD 1712.  TURN LEFT
 GL1364'ON FARM ROAD 1712 AND GO 2.7 MILES TO THE AZIMUTH MARK ON THE
 GL1364'LEFT SIDE OF THE ROAD.  CONTINUE EAST FOR 0.4 MILE TO THE
 GL1364'STATION ON THE RIGHT JUST WEST OF A RAILROAD CROSSING.
 GL1364'
 GL1364'STATION MARK, STAMPED FIRESTONE 1953, IS A STANDARD DISK SET
 GL1364'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GL1364'PROJECTING 4 INCHES.  IT IS 41.8 FEET SOUTH OF THE CENTERLINE
 GL1364'OF THE FARM ROAD, 70.0 FEET SOUTHWEST OF THE CENTER OF THE
 GL1364'RAILROAD TRACKS AND 6.1 FEET WEST OF A WITNESS POST IN THE
 GL1364'FENCE LINE.
 GL1364'
 GL1364'REFERENCE MARK NUMBER 1, STAMPED FIRESTONE NO 1 1953, IS A
 GL1364'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GL1364'INCHES IN DIAMETER, PROJECTING 1 INCH AND 12 INCHES LOWER THAN
 GL1364'THE STATION.  IT IS 18.0 FEET NORTH OF THE CENTERLINE OF THE
 GL1364'FARM ROAD AND 6.0 FEET NORTH NORTHWEST OF A RAILROAD CROSSING
 GL1364'SIGN POST.
 GL1364'
 GL1364'REFERENCE MARK NUMBER 2, STAMPED FIRESTONE NO 2 1953, IS A
 GL1364'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GL1364'INCHES IN DIAMETER, PROJECTING 6 INCHES AND 18 INCHES LOWER
 GL1364'THAN THE STATION.  IT IS 51.0 FEET SOUTHWEST OF THE CENTER OF
 GL1364'THE RAILROAD TRACKS AND 3.0 FEET NORTHEAST OF A GATE POST.
 GL1364'
 GL1364'AZIMUTH MARK, STAMPED FIRESTONE 1953, IS A STANDARD DISK SET
 GL1364'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GL1364'AND PROJECTING 3 INCHES.  IT IS 41.0 FEET NORTH OF THE CENTERLINE
 GL1364'OF THE FARM ROAD, 2.5 FEET EAST SOUTHEAST OF A POWER LINE
 GL1364'POLE AND 1 FOOT SOUTH OF THE FENCE LINE.
 GL1364'
 GL1364'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GL1364
 GL1364                          STATION RECOVERY (1956)
 GL1364
 GL1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 GL1364'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GL1364'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 GL1364
 GL1364                          STATION RECOVERY (1968)
 GL1364
 GL1364'RECOVERY NOTE BY US AIR FORCE 1968 (TM)
 GL1364'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 GL1364'
 GL1364'REFERENCE MARKS AND AZIMUTH MARK WERE NOT SEARCHED FOR AT THIS
 GL1364'TIME.
 GL1364'
 GL1364'DESCRIPTION TO REACH SHOULD READ FARM ROAD 287 INSTEAD OF FARM
 GL1364'ROAD 1712.
 GL1364
 GL1364                          STATION RECOVERY (1973)
 GL1364
 GL1364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (WC)
 GL1364'THE AREA AT WHICH THE STATION SHOULD BE LOCATED IS NOW UNDER
 GL1364'CULTIVATION AND IT IS PRESUMED THAT IT HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1021 ***********************************************************************
 GK1021  DESIGNATION -  FIRST
 GK1021  PID         -  GK1021
 GK1021  STATE/COUNTY-  TX/LIPSCOMB
 GK1021  USGS QUAD   -  BOOKER SE (1972)
 GK1021
 GK1021                         *CURRENT SURVEY CONTROL
 GK1021  ___________________________________________________________________
 GK1021* NAD 83(1993)-  36 22 05.02004(N)    100 31 43.59769(W)     ADJUSTED  
 GK1021* NAVD 88     -       861.     (meters)    2825.     (feet)  SCALED    
 GK1021  ___________________________________________________________________
 GK1021  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GK1021  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 GK1021
 GK1021  HORZ ORDER  -  SECOND
 GK1021
 GK1021.The horizontal coordinates were established by classical geodetic methods
 GK1021.and adjusted by the National Geodetic Survey in February 1996..
 GK1021
 GK1021.The orthometric height was scaled from a topographic map.
 GK1021
 GK1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1021
 GK1021.The geoid height was determined by GEOID03.
 GK1021
 GK1021;                    North         East     Units Scale Factor Converg.
 GK1021;SPC TX N     - 1,263,147.640   287,163.127   MT  1.00004832   +0 33 46.3
 GK1021;SPC TX N     - 4,144,176.88    942,134.36   sFT  1.00004832   +0 33 46.3
 GK1021;SPC OK N     -   154,746.543   373,096.969   MT  0.99995152   -1 29 32.5
 GK1021;SPC OK N     -   507,697.62  1,224,068.97   sFT  0.99995152   -1 29 32.5
 GK1021;UTM  14      - 4,025,858.169   362,853.172   MT  0.99983175   -0 54 24.0
 GK1021
 GK1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1021!SPC TX N     -   0.99986919  x   1.00004832  =   0.99991751
 GK1021!SPC OK N     -   0.99986919  x   0.99995152  =   0.99982072
 GK1021!UTM  14      -   0.99986919  x   0.99983175  =   0.99970097
 GK1021
 GK1021|---------------------------------------------------------------------|
 GK1021| PID    Reference Object                     Distance      Geod. Az  |
 GK1021|                                                           dddmmss.s |
 GK1021| CK8697 FIRST RM 1                           24.842 METERS 00420     |
 GK1021| GK1022 FIRST 2                               2.240 METERS 09238     |
 GK1021| CK8698 FIRST RM 2                           18.314 METERS 27001     |
 GK1021| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX. 9.4 KM 3540640.8 |
 GK1021| CK8699 FIRST 2 AZ MK                                      3585052.2 |
 GK1021| CK8696 FIRST AZ MK                                        3585553.0 |
 GK1021|---------------------------------------------------------------------|
 GK1021
 GK1021                          SUPERSEDED SURVEY CONTROL
 GK1021
 GK1021  NAD 83(1993)-  36 22 05.02004(N)    100 31 43.59760(W) AD(       ) 2
 GK1021  NAD 83(1986)-  36 22 05.02631(N)    100 31 43.58636(W) AD(       ) 2
 GK1021  NAD 27      -  36 22 04.90600(N)    100 31 42.06600(W) AD(       ) 2
 GK1021
 GK1021.Superseded values are not recommended for survey control.
 GK1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1021.See file dsdata.txt to determine how the superseded data were derived.
 GK1021
 GK1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6285325858(NAD 83)
 GK1021_MARKER: DS = TRIANGULATION STATION DISK
 GK1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1021
 GK1021  HISTORY     - Date     Condition        Report By
 GK1021  HISTORY     - 1952     MONUMENTED       CGS
 GK1021  HISTORY     - 1952     GOOD             CGS
 GK1021
 GK1021                          STATION DESCRIPTION
 GK1021
 GK1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1021'STATION IS LOCATED, AIRLINE, 6 MILES SOUTH OF BOOKER, 7 MILES
 GK1021'SOUTHWEST OF GAYLORD, 1 MILE EAST OF THE OCHILTREE-LIPSCOMB
 GK1021'COUNTY LINE, AND ON THE EAST RIGHT-OF-WAY OF FARM ROAD 1265.
 GK1021'
 GK1021'STATION IS REACHED AS FOLLOWS--FROM THE BOOKER RAILROAD
 GK1021'STATION, GO EAST ON STATE HIGHWAY 117 FOR 0.4 MILE.  TURN RIGHT
 GK1021'ON FARM ROAD 1265 AND GO SOUTH FOR 5.45 MILES TO THE AZIMUTH
 GK1021'MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.75 MILE TO THE STATION
 GK1021'ON THE LEFT.
 GK1021'
 GK1021'STATION MARK, STAMPED FIRST 1952, IS A STANDARD DISK SET IN
 GK1021'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 7
 GK1021'INCHES.  IT IS 9.3 FEET WEST OF THE FENCE LINE, 33 FEET EAST OF
 GK1021'THE CENTERLINE OF THE ROAD AND 1.7 FEET WEST OF A WITNESS POST.
 GK1021'
 GK1021'REFERENCE MARK NUMBER 1, STAMPED FIRST NO 1 1952, IS A STANDARD
 GK1021'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 GK1021'PROJECTS 5 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 GK1021'IT IS 39.1 FEET EAST OF THE CENTERLINE OF THE ROAD AND 3.0
 GK1021'FEET WEST OF THE FENCE LINE.
 GK1021'
 GK1021'REFERENCE MARK NUMBER 2, STAMPED FIRST NO 2 1952, IS A STANDARD
 GK1021'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 GK1021'PROJECTS 5 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 GK1021'IT IS 23.6 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT
 GK1021'EAST OF THE FENCE LINE.
 GK1021'
 GK1021'AZIMUTH MARK, STAMPED FIRST 1952, IS A STANDARD DISK SET IN
 GK1021'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 GK1021'IT IS 32.5 FEET WEST OF THE CENTERLINE OF THE ROAD AND 4.2 FEET
 GK1021'EAST OF THE FENCE LINE.
 GK1021'
 GK1021'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 GK1021
 GK1021                          STATION RECOVERY (1952)
 GK1021
 GK1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JL)
 GK1021'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DUE
 GK1021'TO NEW HIGHWAY CONSTRUCTION, ALL MARKS AT THIS STATION WERE
 GK1021'DESTROYED AFTER FIRST 2 WAS ESTABLISHED IN THE NEAR VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1022 ***********************************************************************
 GK1022  DESIGNATION -  FIRST 2
 GK1022  PID         -  GK1022
 GK1022  STATE/COUNTY-  TX/LIPSCOMB
 GK1022  USGS QUAD   -  BOOKER SE (1972)
 GK1022
 GK1022                         *CURRENT SURVEY CONTROL
 GK1022  ___________________________________________________________________
 GK1022* NAD 83(1993)-  36 22 05.01670(N)    100 31 43.50793(W)     ADJUSTED  
 GK1022* NAVD 88     -       861.     (meters)    2825.     (feet)  SCALED    
 GK1022  ___________________________________________________________________
 GK1022  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 GK1022  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 GK1022
 GK1022  HORZ ORDER  -  SECOND
 GK1022
 GK1022.The horizontal coordinates were established by classical geodetic methods
 GK1022.and adjusted by the National Geodetic Survey in February 1996..
 GK1022
 GK1022.The orthometric height was scaled from a topographic map.
 GK1022
 GK1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1022
 GK1022.The geoid height was determined by GEOID03.
 GK1022
 GK1022;                    North         East     Units Scale Factor Converg.
 GK1022;SPC TX N     - 1,263,147.559   287,165.366   MT  1.00004832   +0 33 46.3
 GK1022;SPC TX N     - 4,144,176.62    942,141.70   sFT  1.00004832   +0 33 46.3
 GK1022;SPC OK N     -   154,746.382   373,099.203   MT  0.99995152   -1 29 32.4
 GK1022;SPC OK N     -   507,697.09  1,224,076.30   sFT  0.99995152   -1 29 32.4
 GK1022;UTM  14      - 4,025,858.030   362,855.408   MT  0.99983174   -0 54 23.9
 GK1022
 GK1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1022!SPC TX N     -   0.99986919  x   1.00004832  =   0.99991751
 GK1022!SPC OK N     -   0.99986919  x   0.99995152  =   0.99982072
 GK1022!UTM  14      -   0.99986919  x   0.99983174  =   0.99970096
 GK1022
 GK1022|---------------------------------------------------------------------|
 GK1022| PID    Reference Object                     Distance      Geod. Az  |
 GK1022|                                                           dddmmss.s |
 GK1022| CK8700 FIRST 2 RM 3                         19.250 METERS 17906     |
 GK1022| GK1021 FIRST                                 2.240 METERS 27238     |
 GK1022| CK8699 FIRST 2 AZ MK                                      3584001.2 |
 GK1022| CK8696 FIRST AZ MK                                        3584325.7 |
 GK1022| CK8697 FIRST RM 1                           24.865 METERS 35906     |
 GK1022|---------------------------------------------------------------------|
 GK1022
 GK1022                          SUPERSEDED SURVEY CONTROL
 GK1022
 GK1022  NAD 83(1993)-  36 22 05.01670(N)    100 31 43.50783(W) AD(       ) 2
 GK1022  NAD 83(1986)-  36 22 05.02296(N)    100 31 43.49660(W) AD(       ) 2
 GK1022  NAD 27      -  36 22 04.90300(N)    100 31 41.97600(W) AD(       ) 2
 GK1022
 GK1022.Superseded values are not recommended for survey control.
 GK1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1022.See file dsdata.txt to determine how the superseded data were derived.
 GK1022
 GK1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6285525858(NAD 83)
 GK1022_MARKER: DS = TRIANGULATION STATION DISK
 GK1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1022
 GK1022  HISTORY     - Date     Condition        Report By
 GK1022  HISTORY     - 1952     MONUMENTED       CGS
 GK1022  HISTORY     - 1961     GOOD             CGS
 GK1022
 GK1022                          STATION DESCRIPTION
 GK1022
 GK1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JL)
 GK1022'STATION IS LOCATED 6 MILES SOUTH OF BOOKER, 1 MILE EAST OF THE
 GK1022'OCHILTREE-LIPSCOMB COUNTY LINE AND NEAR THE EAST RIGHT-OF-WAY
 GK1022'LINE OF F.M. ROAD NO. 1265.  IT IS MARKED BY A STANDARD DISK
 GK1022'STAMPED FIRST 2 1952 IN A CONCRETE MONUMENT PROJECTING ABOUT
 GK1022'3 INCHES, 1-1/2 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 40
 GK1022'FEET EAST OF THE CENTER-LINE OF THE ROAD AND 2 FEET SOUTH OF A
 GK1022'4X4 WHITE POST.
 GK1022'
 GK1022'R.M. NO. 1 IS A STANDARD DISK STAMPED FIRST 1952 NO. 1, IN A
 GK1022'CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES, 3 FEET WEST
 GK1022'OF THE EAST RIGHT-OF-WAY FENCE AND ABOUT 38 FEET EAST OF THE
 GK1022'CENTER-LINE OF THE ROAD.  THIS MARK IS THE ORIGINAL MARK WITH
 GK1022'REFERENCE TO STATION FIRST.
 GK1022'
 GK1022'R.M. NO. 3 IS A STANDARD DISK STAMPED FIRST 2 1952 NO. 3 SET
 GK1022'IN A CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES, 1-1/2 FEET
 GK1022'WEST OF THE EAST RIGHT-OF-WAY FENCE AND ABOUT 40 FEET EAST OF THE
 GK1022'CENTERLINE OF THE ROAD.
 GK1022'
 GK1022'THE AZIMUTH MARK IS 0.95 MILE NORTH OF THE STATION, A STANDARD
 GK1022'DISK STAMPED FIRST 2 1952, IN A CONCRETE MONUMENT, 5 YARDS NORTH
 GK1022'OF A FARM ROAD ENTERING A FARM YARD, ABOUT 40 FEET WEST OF
 GK1022'THE APPROXIMATE CENTERLINE OF THE MAIN ROAD, IN THE APPROXIMATE
 GK1022'WEST RIGHT-OF-WAY LINE OF THE ROAD AND IN THE SOUTHWEST CORNER
 GK1022'OF A BRUSHY FRONT YARD.  IT 2 FEET SOUTH OF A 4X4 WHITE POST
 GK1022'AND IS FLUSH WITH THE SURFACE OF THE YARD.
 GK1022'
 GK1022'TO REACH THE STATION FROM THE RAILROAD STATION IN BOOKER.  GO
 GK1022'EAST ON HIGHWAY NO. 117 FOR 0.4 MILE.  THEN TURN RIGHT AND GO
 GK1022'SOUTH ON F.M. 1265, 06.25 MILES TO THE STATION ON THE LEFT AT
 GK1022'THE TOP OF THE DIVIDE.
 GK1022
 GK1022                          STATION RECOVERY (1961)
 GK1022
 GK1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 GK1022'STATION, REFERENCE MARKS NO. 1 AND NO. 3 AND THE AZIMUTH MARK
 GK1022'WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 GK1022'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2048 ***********************************************************************
 FL2048  DESIGNATION -  FISHER
 FL2048  PID         -  FL2048
 FL2048  STATE/COUNTY-  TX/GRAY
 FL2048  USGS QUAD   -  PAMPA (1963)
 FL2048
 FL2048                         *CURRENT SURVEY CONTROL
 FL2048  ___________________________________________________________________
 FL2048* NAD 83(1993)-  35 31 37.68617(N)    100 57 53.69239(W)     ADJUSTED  
 FL2048* NAVD 88     -       986.     (meters)    3235.     (feet)  SCALED    
 FL2048  ___________________________________________________________________
 FL2048  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 FL2048  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL2048
 FL2048  HORZ ORDER  -  THIRD
 FL2048
 FL2048.The horizontal coordinates were established by classical geodetic methods
 FL2048.and adjusted by the National Geodetic Survey in February 1996..
 FL2048
 FL2048.The orthometric height was scaled from a topographic map.
 FL2048
 FL2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2048
 FL2048.The geoid height was determined by GEOID03.
 FL2048
 FL2048;                    North         East     Units Scale Factor Converg.
 FL2048;SPC TX N     - 1,169,546.817   248,527.170   MT  0.99991269   +0 18 36.4
 FL2048;SPC TX N     - 3,837,088.18    815,376.22   sFT  0.99991269   +0 18 36.4
 FL2048;UTM  14      - 3,933,278.435   321,844.324   MT  0.99999114   -1 08 31.5
 FL2048
 FL2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2048!SPC TX N     -   0.99984933  x   0.99991269  =   0.99976203
 FL2048!UTM  14      -   0.99984933  x   0.99999114  =   0.99984047
 FL2048
 FL2048:                Primary Azimuth Mark                     Grid Az
 FL2048:SPC TX N     -  LEFORS                                   114 19 21.0
 FL2048:UTM  14      -  LEFORS                                   115 46 28.9
 FL2048
 FL2048|---------------------------------------------------------------------|
 FL2048| PID    Reference Object                     Distance      Geod. Az  |
 FL2048|                                                           dddmmss.s |
 FL2048| FL2003 LEFORS                              APPROX.10.0 KM 1143757.4 |
 FL2048|---------------------------------------------------------------------|
 FL2048
 FL2048                          SUPERSEDED SURVEY CONTROL
 FL2048
 FL2048  NAD 83(1993)-  35 31 37.68948(N)    100 57 53.68985(W) AD(       ) 3
 FL2048  NAD 83(1986)-  35 31 37.69269(N)    100 57 53.68170(W) AD(       ) 3
 FL2048  NAD 27      -  35 31 37.53557(N)    100 57 52.14225(W) AD(       ) 3
 FL2048
 FL2048.Superseded values are not recommended for survey control.
 FL2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2048.See file dsdata.txt to determine how the superseded data were derived.
 FL2048
 FL2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2184433278(NAD 83)
 FL2048_MARKER: DD = SURVEY DISK
 FL2048_SETTING: 0 = UNSPECIFIED SETTING
 FL2048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL2048
 FL2048  HISTORY     - Date     Condition        Report By
 FL2048  HISTORY     - 1962     MONUMENTED       USGS
 FL2048
 FL2048                          STATION DESCRIPTION
 FL2048
 FL2048'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FL2048'STATION LOCATED ON THE SOUTH EDGE OF PAMPA, TEXAS ON TOP OF THE
 FL2048'HEADHOUSE OF FISHER GRAIN CO. ELEVATOR.
 FL2048'
 FL2048'STATION MARK - STANDARD ALUMINUM TABLET STAMPED ---FISHER 1962---
 FL2048'CEMENTED IN TOP OF CONCRETE HEAD-OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1481 ***********************************************************************
 DN1481  DESIGNATION -  FISHER
 DN1481  PID         -  DN1481
 DN1481  STATE/COUNTY-  TX/COOKE
 DN1481  USGS QUAD   -  ERA (1978)
 DN1481
 DN1481                         *CURRENT SURVEY CONTROL
 DN1481  ___________________________________________________________________
 DN1481* NAD 83(1993)-  33 28 03.97346(N)    097 20 55.90905(W)     ADJUSTED  
 DN1481* NAVD 88     -       277.8    (meters)     911.     (feet)  VERTCON   
 DN1481  ___________________________________________________________________
 DN1481  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 DN1481  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 DN1481
 DN1481  HORZ ORDER  -  THIRD
 DN1481
 DN1481.The horizontal coordinates were established by classical geodetic methods
 DN1481.and adjusted by the National Geodetic Survey in February 1996..
 DN1481
 DN1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1481
 DN1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1481
 DN1481.The geoid height was determined by GEOID03.
 DN1481
 DN1481;                    North         East     Units Scale Factor Converg.
 DN1481;SPC TXNC     - 2,200,312.670   706,993.185   MT  0.99989891   +0 37 40.2
 DN1481;SPC TXNC     - 7,218,859.15  2,319,526.81   sFT  0.99989891   +0 37 40.2
 DN1481;UTM  14      - 3,704,365.343   653,431.619   MT  0.99989024   +0 54 38.6
 DN1481
 DN1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1481!SPC TXNC     -   0.99996047  x   0.99989891  =   0.99985938
 DN1481!UTM  14      -   0.99996047  x   0.99989024  =   0.99985071
 DN1481
 DN1481                          SUPERSEDED SURVEY CONTROL
 DN1481
 DN1481  NAD 83(1993)-  33 28 03.97539(N)    097 20 55.90238(W) AD(       ) 3
 DN1481  NAD 83(1986)-  33 28 03.97759(N)    097 20 55.89888(W) AD(       ) 3
 DN1481  NGVD 29 (07/26/91)  277.7    (m)          911.     (f) VERT ANG       
 DN1481
 DN1481.Superseded values are not recommended for survey control.
 DN1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1481.See file dsdata.txt to determine how the superseded data were derived.
 DN1481
 DN1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC5343204365(NAD 83)
 DN1481_MARKER: DS = TRIANGULATION STATION DISK
 DN1481_SETTING: 0 = UNSPECIFIED SETTING
 DN1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1481+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DN1481
 DN1481  HISTORY     - Date     Condition        Report By
 DN1481  HISTORY     - 1958     MONUMENTED       USGS
 DN1481  HISTORY     - 19950602 GOOD             USPSQD
 DN1481  HISTORY     - 20051112 GOOD             USPSQD
 DN1481
 DN1481                          STATION DESCRIPTION
 DN1481
 DN1481'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1481'FISHER, COOKE COUNTY, TEXAS.  ERA, JUNCTION OF STATE 51 AND FM 922,
 DN1481'W. OF FM 922 2.7 MI., CONTINUE S. 2.9 MI. TO FORK, GO W. 0.5 MI. TO
 DN1481'GATE, GO N. 0.6 MI. ON TRACK RD. TO CORRAL AND WINDMILL, IN NE.
 DN1481'CORNER OF CORRAL, 8 FT. S. OF FENCE AND 10 FT. W. OF FENCE.
 DN1481'
 DN1481'STATION MARK--A STANDARD TABLET IN A CONCRETE POST, STAMPED---
 DN1481'---FISHER ET - 1958---.
 DN1481
 DN1481                          STATION RECOVERY (1995)
 DN1481
 DN1481'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1481'RECOVERED IN GOOD CONDITION.
 DN1481
 DN1481                          STATION RECOVERY (2005)
 DN1481
 DN1481'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 DN1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0963 ***********************************************************************
 EN0963  DESIGNATION -  FISHER
 EN0963  PID         -  EN0963
 EN0963  STATE/COUNTY-  TX/RANDALL
 EN0963  USGS QUAD   -  WAYSIDE (1984)
 EN0963
 EN0963                         *CURRENT SURVEY CONTROL
 EN0963  ___________________________________________________________________
 EN0963* NAD 83(1993)-  34 50 09.74679(N)    101 33 22.83122(W)     ADJUSTED  
 EN0963* NAVD 88     -      1032.4    (meters)    3387.     (feet)  VERTCON   
 EN0963  ___________________________________________________________________
 EN0963  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 EN0963  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EN0963
 EN0963  HORZ ORDER  -  THIRD
 EN0963
 EN0963.The horizontal coordinates were established by classical geodetic methods
 EN0963.and adjusted by the National Geodetic Survey in February 1996..
 EN0963
 EN0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0963
 EN0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0963
 EN0963.The geoid height was determined by GEOID03.
 EN0963
 EN0963;                    North         East     Units Scale Factor Converg.
 EN0963;SPC TX N     - 1,092,749.988   194,846.599   MT  0.99996208   -0 01 57.5
 EN0963;SPC TX N     - 3,585,130.59    639,259.22   sFT  0.99996208   -0 01 57.5
 EN0963;UTM  14      - 3,857,840.894   266,238.049   MT  1.00027355   -1 27 39.3
 EN0963
 EN0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0963!SPC TX N     -   0.99984213  x   0.99996208  =   0.99980421
 EN0963!UTM  14      -   0.99984213  x   1.00027355  =   1.00011563
 EN0963
 EN0963                          SUPERSEDED SURVEY CONTROL
 EN0963
 EN0963  NAD 83(1993)-  34 50 09.75236(N)    101 33 22.82628(W) AD(       ) 3
 EN0963  NAD 83(1986)-  34 50 09.75325(N)    101 33 22.82389(W) AD(       ) 3
 EN0963  NGVD 29 (01/19/93) 1032.0    (m)         3386.     (f) VERT ANG       
 EN0963
 EN0963.Superseded values are not recommended for survey control.
 EN0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0963.See file dsdata.txt to determine how the superseded data were derived.
 EN0963
 EN0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD6623857841(NAD 83)
 EN0963_MARKER: DD = SURVEY DISK
 EN0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0963+STABILITY: SURFACE MOTION
 EN0963
 EN0963  HISTORY     - Date     Condition        Report By
 EN0963  HISTORY     - 1954     MONUMENTED       USGS
 EN0963
 EN0963                          STATION DESCRIPTION
 EN0963
 EN0963'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0963'STATION IS LOCATED ABOUT 3.0 MI. N. AND 0.7 MI. W. OF WAYSIDE AND
 EN0963'ABOUT 0.1 MI. S. OF THE S. RIM OF PALO DURO CANYON.
 EN0963'
 EN0963'TO REACH FROM THE POST OFFICE AT WAYSIDE, GO N. ON GRADED DIRT RD.
 EN0963'FOR 1.9 MI. TO FORKS, TAKE LEFT FORK W. AND GO 0.6 MI. TO FARM HOUSE
 EN0963'AND WIRE GATE ON N., TURN RIGHT (N.) THROUGH GATE (PASS THROUGH BARN
 EN0963'YARD) AND TAKE TRACK RD. FOR 0.3 MI. TO FENCE CORNER, LEAVE RD. AT
 EN0963'FENCE CORNER DRIVE ACROSS COUNTRY DUE N. FOR 0.7 MI. TO STATION.
 EN0963'
 EN0963'STATION MARK--A STANDARD TABLET STAMPED---FISHER 1954---, CEMENTED IN
 EN0963'TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 EN0963'
 EN0963'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1067 ***********************************************************************
 CA1067  DESIGNATION -  FISK
 CA1067  PID         -  CA1067
 CA1067  STATE/COUNTY-  TX/COLEMAN
 CA1067  USGS QUAD   -  FISK (1987)
 CA1067
 CA1067                         *CURRENT SURVEY CONTROL
 CA1067  ___________________________________________________________________
 CA1067* NAD 83(1993)-  31 39 17.33772(N)    099 26 54.02724(W)     ADJUSTED  
 CA1067* NAVD 88     -       522.2    (meters)    1713.     (feet)  VERTCON   
 CA1067  ___________________________________________________________________
 CA1067  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CA1067  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 CA1067
 CA1067  HORZ ORDER  -  SECOND
 CA1067
 CA1067.The horizontal coordinates were established by classical geodetic methods
 CA1067.and adjusted by the National Geodetic Survey in February 1996..
 CA1067
 CA1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1067
 CA1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1067
 CA1067.The geoid height was determined by GEOID03.
 CA1067
 CA1067;                    North         East     Units Scale Factor Converg.
 CA1067;SPC TX C     - 3,220,736.245   783,932.125   MT  0.99994660   +0 27 21.0
 CA1067;SPC TX C     -10,566,698.83  2,571,950.65   sFT  0.99994660   +0 27 21.0
 CA1067;UTM  14      - 3,502,262.974   457,493.725   MT  0.99962228   -0 14 07.1
 CA1067
 CA1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1067!SPC TX C     -   0.99992197  x   0.99994660  =   0.99986858
 CA1067!UTM  14      -   0.99992197  x   0.99962228  =   0.99954428
 CA1067
 CA1067|---------------------------------------------------------------------|
 CA1067| PID    Reference Object                     Distance      Geod. Az  |
 CA1067|                                                           dddmmss.s |
 CA1067| CV3968 FISK RM 2                            13.322 METERS 08525     |
 CA1067| CV3967 FISK RM 1                            12.911 METERS 18503     |
 CA1067| CA1166 PANTHER                             APPROX. 9.3 KM 2742259.0 |
 CA1067|---------------------------------------------------------------------|
 CA1067
 CA1067                          SUPERSEDED SURVEY CONTROL
 CA1067
 CA1067  NAD 83(1986)-  31 39 17.34563(N)    099 26 54.01277(W) AD(       ) 2
 CA1067  NAD 27      -  31 39 16.80219(N)    099 26 52.78771(W) AD(       ) 2
 CA1067  NGVD 29 (07/19/86)  522.1    (m)         1713.     (f) VERT ANG       
 CA1067
 CA1067.Superseded values are not recommended for survey control.
 CA1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1067.See file dsdata.txt to determine how the superseded data were derived.
 CA1067
 CA1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA5749402263(NAD 83)
 CA1067_MARKER: DD = SURVEY DISK
 CA1067_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1067+WITH SETTING: INFORMATION.
 CA1067_SP_SET: PREFABRICATED CONCRETE POST
 CA1067
 CA1067  HISTORY     - Date     Condition        Report By
 CA1067  HISTORY     - 1967     MONUMENTED       USGS
 CA1067
 CA1067                          STATION DESCRIPTION
 CA1067
 CA1067'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EEM)
 CA1067'THE STATION IS LOCATED ABOUT 7.5 MILES WEST AND 5.8 MILES SOUTH
 CA1067'OF SANTA ANNA, ABOUT 1.0 MILE SOUTH AND 2.5 MILES EAST OF THE
 CA1067'FISK VILLAGE, ON A SMALL RIDGE.  ON THE EAST SIDE OF A CALICHE
 CA1067'PIT AND 7 FEET NORTH OF A METAL WITNESS POST.
 CA1067'
 CA1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 CA1067'FARM ROAD 2131 (ABOUT 5 MILES WEST OF SANTA ANNA), PROCEED SOUTH
 CA1067'ALONG FARM ROAD 2131 FOR 4.7 MILES TO T-ROAD WEST.  TURN
 CA1067'RIGHT (WEST) FOR 1.5 MILES TO WIRE GATE ON THE RIGHT, THENCE RIGHT
 CA1067'THROUGH GATE, AND FOLLOW TRACK ROAD 0.1 MILE TO ROAD Y.  BEAR
 CA1067'LEFT FOR 0.1 MILE TO TOP OF RIDGE AND A 3-WAY ROAD FORK.  TURN
 CA1067'SHARP LEFT (SOUTH) FOR 0.05 MILE TO THE HIGH POINT OF RIDGE AND
 CA1067'THE STATION ON THE EAST SIDE OF A CALICHE PIT.
 CA1067'
 CA1067'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1067'STEEL ROD AND DRIVEN TO POINT OF REFUSAL (4.5 FEET), CENTERED
 CA1067'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1067'CONCRETE.  THE TABLET IS SET FLUSH WITH THE GROUND AND IS STAMPED
 CA1067'FISK ET 1967.
 CA1067'
 CA1067'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CA1067'TO A COPPER COATED STEEL ROD AND DRIVEN TO POINT OF REFUSAL
 CA1067'(4.0 FEET) CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CA1067'LONG, FILLED WITH CONCRETE.  THE TABLET IS SET FLUSH WITH
 CA1067'THE GROUND AND STAMPED FISK ET 1967 NO. 1
 CA1067'
 CA1067'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CA1067'TO A COPPER COATED STEEL ROD AND DRIVEN TO POINT OF REFUSAL
 CA1067'(5.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CA1067'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND
 CA1067'AND STAMPED FISK ET 1967 NO. 2.
 CA1067'
 CA1067'DISTANCE BETWEEN REFERENCE MARKS IS 65.72 FEET (20.031 METERS).
 CA1067'
 CA1067'STATION PANTHER ET, 5.7 MILES WEST-NORTHWEST, IS VISIBLE FROM THE
 CA1067'GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0685 ***********************************************************************
 AO0685  DESIGNATION -  FITCH
 AO0685  PID         -  AO0685
 AO0685  STATE/COUNTY-  TX/LA SALLE
 AO0685  USGS QUAD   -  COTULLA (1974)
 AO0685
 AO0685                         *CURRENT SURVEY CONTROL
 AO0685  ___________________________________________________________________
 AO0685* NAD 83(1993)-  28 22 57.90707(N)    099 10 11.85704(W)     ADJUSTED  
 AO0685* NAVD 88     -       142.1    (meters)     466.     (feet)  VERTCON   
 AO0685  ___________________________________________________________________
 AO0685  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AO0685  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AO0685
 AO0685  HORZ ORDER  -  FIRST
 AO0685
 AO0685.The horizontal coordinates were established by classical geodetic methods
 AO0685.and adjusted by the National Geodetic Survey in February 1996..
 AO0685
 AO0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0685
 AO0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0685
 AO0685.The geoid height was determined by GEOID03.
 AO0685
 AO0685;                    North         East     Units Scale Factor Converg.
 AO0685;SPC TXSC     - 4,060,905.069   583,341.834   MT  1.00000017   -0 04 59.8
 AO0685;SPC TXSC     -13,323,152.71  1,913,847.33   sFT  1.00000017   -0 04 59.8
 AO0685;UTM  14      - 3,139,614.691   483,348.481   MT  0.99960342   -0 04 50.9
 AO0685
 AO0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0685!SPC TXSC     -   0.99998160  x   1.00000017  =   0.99998177
 AO0685!UTM  14      -   0.99998160  x   0.99960342  =   0.99958503
 AO0685
 AO0685|---------------------------------------------------------------------|
 AO0685| PID    Reference Object                     Distance      Geod. Az  |
 AO0685|                                                           dddmmss.s |
 AO0685| CV3972 FITCH RM 2                           30.096 METERS 01046     |
 AO0685| CV3971 FITCH RM 1                           30.340 METERS 11450     |
 AO0685| AO0311 FITCH AZ MK                                        1922433.1 |
 AO0685| CV3970 FITCH AZ MK 2                                      2173742.8 |
 AO0685| AO0693 FITCH 1935 ECC 1972                   3.671 METERS 22103     |
 AO0685| AO0712 COTULLA TV RELAY MAST               APPROX.10.5 KM 2534444.5 |
 AO0685| CV3973 FITCH RM 3                           20.420 METERS 26753     |
 AO0685| AO0707 COTULLA AT AND T MICRO              APPROX. 9.0 KM 2795932.2 |
 AO0685| AO0686 COTULLA METHODIST CHURCH SPIRE      APPROX. 8.8 KM 3122443.4 |
 AO0685|---------------------------------------------------------------------|
 AO0685
 AO0685                          SUPERSEDED SURVEY CONTROL
 AO0685
 AO0685  NAD 83(1986)-  28 22 57.90558(N)    099 10 11.83387(W) AD(       ) 1
 AO0685  NAD 27      -  28 22 56.93300(N)    099 10 10.73100(W) AD(       ) 1
 AO0685  NGVD 29 (07/19/86)  142.0    (m)          466.     (f) VERT ANG       
 AO0685
 AO0685.Superseded values are not recommended for survey control.
 AO0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0685.See file dsdata.txt to determine how the superseded data were derived.
 AO0685
 AO0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS8334839615(NAD 83)
 AO0685_MARKER: DS = TRIANGULATION STATION DISK
 AO0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0685
 AO0685  HISTORY     - Date     Condition        Report By
 AO0685  HISTORY     - 1935     MONUMENTED       CGS
 AO0685  HISTORY     - 1935     SEE DESCRIPTION  CGS
 AO0685  HISTORY     - 1972     GOOD             NGS
 AO0685  HISTORY     - 1974     SEE DESCRIPTION  USGS
 AO0685  HISTORY     - 19970816 GOOD             USPSQD
 AO0685
 AO0685                          STATION DESCRIPTION
 AO0685
 AO0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0685'STATION IS ON THE LAND OF MR. W.E. FITCH, 5-1/4 MILES SE OF
 AO0685'COTULLA AND 11-1/2 MILES SSW OF LOS ANGELES.  STATION IS ON TOP
 AO0685'OF A KNOLL LYING ABOUT 1/2 MILE E OF THE RIVER ROAD.
 AO0685'
 AO0685'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0685'BRONZE DISKS SET IN CONCRETE.
 AO0685'
 AO0685'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING PASTURE ROAD
 AO0685'SW 0.65 MILE TO ROAD, TURN LEFT 0.3 MILE AND MARK IS SET LEFT
 AO0685'OF ROAD, 20 FEET FROM CENTER LINE.
 AO0685'
 AO0685'TO REACH STATION FROM POST OFFICE IN COTULLA, GO S ON STREET
 AO0685'IN FRONT OF POST OFFICE FOR 4-1/2 BLOCKS, THEN TURN LEFT ACROSS
 AO0685'RAILROAD AT COTULLA MACHINE SHOP FOR 4 BLOCKS, THEN TURN RIGHT
 AO0685'AT IGLESIA METODISTA FOR 1 BLOCK, THEN TURN LEFT AT SINCLAIR
 AO0685'STATION AND FOLLOW MAIN RIVER ROAD S FOR 1.3 MILES, THEN TURN
 AO0685'LEFT AT ROAD END FOR 4.1 MILES, THEN TURN LEFT ONTO PASTURE AT
 AO0685'TOP OF GRADE FOR 0.65 MILE, THEN RIGHT 0.15 MILE TO STATION.
 AO0685'
 AO0685'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 AO0685
 AO0685                          STATION RECOVERY (1935)
 AO0685
 AO0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CLF)
 AO0685'AZIMUTH FITCH.--ABOUT 6.4 MILES SE ALONG THE RIVER ROAD FROM
 AO0685'COTULLA, LA SALLE COUNTY, AND ABOUT 50 FEET NE OF THE CENTER
 AO0685'LINE OF THE ROAD.  A BRONZE AZIMUTH DISK, STAMPED AZI. FITCH 1935
 AO0685'AND SET IN THE TOP OF A CONCRETE POST.
 AO0685'
 AO0685'ELEVATION 130.292 METERS.  427.466 FEET.
 AO0685
 AO0685                          STATION RECOVERY (1972)
 AO0685
 AO0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0685'RM 1 TO RM 2 OBSTRUCTED BY BUILDING.
 AO0685'
 AO0685'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 AO0685'CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE SEARCHED FOR
 AO0685'AND COULD NOT BE FOUND.  A REFERENCE MARK 3 AND AN AZIMUTH MARK
 AO0685'WERE ESTABLISHED.  A DIFFERENCE OF 0.1 FOOT OR 0.030 METERS SHORTER
 AO0685'WAS NOTED IN THE DISTANCE TO REFERENCE MARK 2, AND A DIFFERENCE
 AO0685'OF 3 MINUTES, 7 SECONDS IN THE DIRECTION TO REFERENCE MARK 2
 AO0685'WAS ALSO NOTED.  FOLLOWING IS A NEW DESCRIPTION.
 AO0685'
 AO0685'THE STATION IS ABOUT 6-1/2 MILES NORTH AND 6 MILES EAST OF ARTESIA,
 AO0685'4 MILES SOUTH AND 4 MILES EAST OF COTULLA, 1/2 MILE NORTHEAST OF
 AO0685'FARM ROAD 468 AND ON PROPERTY OWNED BY MR. DIXON.
 AO0685'
 AO0685'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0685'HIGHWAY 97 AT THE TRAFFIC LIGHT IN COTULLA, GO NORTHEAST ON STATE
 AO0685'HIGHWAY 97 FOR 0.85 MILE TO THE JUNCTION WITH FARM ROAD 468.  TURN
 AO0685'RIGHT AND GO SOUTHEAST ON FARM ROAD 468 FOR 1.3 MILES TO A
 AO0685'GRAVELED CROSSROAD.  CONTINUE SOUTHEAST AND SOUTH-SOUTHEAST ON
 AO0685'FARM ROAD 468 FOR 4.3 MILES TO A SIDE ROAD AND GATE ON THE LEFT.
 AO0685'TURN LEFT, PASSING THROUGH GATE AND GO NORTH ON TRACK ROAD
 AO0685'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 AO0685'TRACK ROAD FOR 0.45 MILE TO THE STATION.
 AO0685'
 AO0685'STATION MARK IS A STANDARD DISK, STAMPED FITCH 1935, SET IN THE TOP
 AO0685'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 6 INCHES
 AO0685'ABOVE THE GROUND.  IT IS 32.0 FEET SOUTHEAST OF THE SOUTHEAST
 AO0685'CORNER OF AN OLD FARM HOUSE, 31.0 FEET NORTHEAST OF THE NORTH GATE
 AO0685'POST OF A GATE AND 14.2 FEET WEST OF A FENCE.
 AO0685'
 AO0685'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FITCH NO 2 1935, SET IN
 AO0685'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 9
 AO0685'INCHES ABOVE THE GROUND.  IT IS 66.4 FEET NORTH OF THE NORTHWEST
 AO0685'CORNER OF THE OLD FARM HOUSE, 32.8 FEET WEST OF THE FENCE, 12.5
 AO0685'FEET SOUTHEAST OF A CONCRETE STANDPIPE AND ABOUT THE SAME ELEVATION
 AO0685'AS THE STATION.
 AO0685'
 AO0685'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FITCH NO 3 1935 1972,
 AO0685'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AO0685'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 36.6 FEET SOUTHWEST OF
 AO0685'THE SOUTHWEST CORNER OF THE OLD FARM HOUSE, 2.0 FEET SOUTHEAST OF
 AO0685'A POWER LINE POLE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0685'
 AO0685'AZIMUTH MARK IS A STANDARD DISK, STAMPED FITCH 1935 1972, SET IN THE
 AO0685'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3
 AO0685'INCHES ABOVE THE GROUND.  IT IS 207.0 FEET SOUTH-SOUTHWEST OF A
 AO0685'POWER LINE POLE AND 24.0 FEET WEST OF THE CENTER OF A TRACK ROAD.
 AO0685'
 AO0685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH
 AO0685'AND 4 MILES EAST OF COTULLA.
 AO0685'
 AO0685'HEIGHT OF LIGHT ABOVE STATION MARK 3.6 FEET.
 AO0685
 AO0685                          STATION RECOVERY (1974)
 AO0685
 AO0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (SJS)
 AO0685'SEARCHED FOR NOT FOUND.  ASSUMED DESTROYED AS IT LIES WITHIN
 AO0685'THE HWY. R.O.W. AND ON A GRADED STRIP.
 AO0685
 AO0685                          STATION RECOVERY (1997)
 AO0685
 AO0685'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0311 ***********************************************************************
 AO0311  DESIGNATION -  FITCH AZ MK
 AO0311  PID         -  AO0311
 AO0311  STATE/COUNTY-  TX/LA SALLE
 AO0311  USGS QUAD   -  HOLLAND DAM (1974)
 AO0311
 AO0311                         *CURRENT SURVEY CONTROL
 AO0311  ___________________________________________________________________
 AO0311* NAD 83(1986)-  28 22 29.     (N)    099 10 23.     (W)     SCALED    
 AO0311* NAVD 88     -       130.392  (meters)     427.79   (feet)  POSTED    
 AO0311  ___________________________________________________________________
 AO0311  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AO0311  DYNAMIC HT  -         130.200 (meters)     427.16  (feet)  COMP
 AO0311  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 AO0311
 AO0311  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0311
 AO0311.The horizontal coordinates were scaled from a topographic map and have
 AO0311.an estimated accuracy of +/- 6 seconds.
 AO0311
 AO0311.The orthometric height was determined by differential leveling
 AO0311.and adjusted by the National Geodetic Survey in 1992..
 AO0311.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0311.rate of 1.1 thru 2.0 mm/km.
 AO0311
 AO0311.The geoid height was determined by GEOID03.
 AO0311
 AO0311.The dynamic height is computed by dividing the NAVD 88
 AO0311.geopotential number by the normal gravity value computed on the
 AO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0311.degrees latitude (g = 980.6199 gals.).
 AO0311
 AO0311.The modeled gravity was interpolated from observed gravity values.
 AO0311
 AO0311;                    North         East    Units  Estimated Accuracy
 AO0311;SPC TXSC     - 4,060,020.      583,040.      MT  (+/- 180 meters Scaled)
 AO0311
 AO0311                          SUPERSEDED SURVEY CONTROL
 AO0311
 AO0311  NGVD 29 (??/??/92)  130.292  (m)          427.47   (f) ADJ UNCH    2 0
 AO0311
 AO0311.Superseded values are not recommended for survey control.
 AO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0311.See file dsdata.txt to determine how the superseded data were derived.
 AO0311
 AO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS830387(NAD 83)
 AO0311_MARKER: DZ = AZIMUTH MARK DISK
 AO0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0311_STAMPING: AZI FITCH 1935
 AO0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0311+STABILITY: SURFACE MOTION
 AO0311
 AO0311  HISTORY     - Date     Condition        Report By
 AO0311  HISTORY     - 1935     MONUMENTED       CGS
 AO0311
 AO0311                          STATION DESCRIPTION
 AO0311
 AO0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0311'6.4 MI SE FROM COTULLA.
 AO0311'6.4 MILES SOUTHEAST OF AND ALONG RIVER ROAD.  50 FT. NORTHEAST OF
 AO0311'CENTER LINE OF ROAD.  SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1129 ***********************************************************************
 CA1129  DESIGNATION -  FITE
 CA1129  PID         -  CA1129
 CA1129  STATE/COUNTY-  TX/CONCHO
 CA1129  USGS QUAD   -  EDEN (1970)
 CA1129
 CA1129                         *CURRENT SURVEY CONTROL
 CA1129  ___________________________________________________________________
 CA1129* NAD 83(1993)-  31 08 09.82800(N)    099 49 32.99537(W)     ADJUSTED  
 CA1129* NAVD 88     -       639.2    (meters)    2097.     (feet)  VERTCON   
 CA1129  ___________________________________________________________________
 CA1129  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CA1129  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CA1129
 CA1129  HORZ ORDER  -  SECOND
 CA1129
 CA1129.The horizontal coordinates were established by classical geodetic methods
 CA1129.and adjusted by the National Geodetic Survey in February 1996..
 CA1129
 CA1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1129
 CA1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1129
 CA1129.The geoid height was determined by GEOID03.
 CA1129
 CA1129;                    North         East     Units Scale Factor Converg.
 CA1129;SPC TX C     - 3,163,000.644   748,393.822   MT  0.99988449   +0 15 41.0
 CA1129;SPC TX C     -10,377,277.95  2,455,355.40   sFT  0.99988449   +0 15 41.0
 CA1129;UTM  14      - 3,444,974.713   421,271.952   MT  0.99967645   -0 25 37.3
 CA1129
 CA1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1129!SPC TX C     -   0.99990332  x   0.99988449  =   0.99978782
 CA1129!UTM  14      -   0.99990332  x   0.99967645  =   0.99957980
 CA1129
 CA1129|---------------------------------------------------------------------|
 CA1129| PID    Reference Object                     Distance      Geod. Az  |
 CA1129|                                                           dddmmss.s |
 CA1129| CV3974 FITE RM 1                            15.337 METERS 00024     |
 CA1129| CV3975 FITE RM 2                            15.230 METERS 18038     |
 CA1129| CA1127 HARDEN                              APPROX. 6.8 KM 3463242.0 |
 CA1129|---------------------------------------------------------------------|
 CA1129
 CA1129                          SUPERSEDED SURVEY CONTROL
 CA1129
 CA1129  NAD 83(1986)-  31 08 09.83523(N)    099 49 32.98106(W) AD(       ) 2
 CA1129  NAD 27      -  31 08 09.23805(N)    099 49 31.72731(W) AD(       ) 2
 CA1129  NGVD 29 (07/19/86)  639.1    (m)         2097.     (f) VERT ANG       
 CA1129
 CA1129.Superseded values are not recommended for survey control.
 CA1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1129.See file dsdata.txt to determine how the superseded data were derived.
 CA1129
 CA1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2127244975(NAD 83)
 CA1129_MARKER: DD = SURVEY DISK
 CA1129_SETTING: 0 = UNSPECIFIED SETTING
 CA1129
 CA1129  HISTORY     - Date     Condition        Report By
 CA1129  HISTORY     - 1971     MONUMENTED       USGS
 CA1129  HISTORY     - 19991231 GOOD             USPSQD
 CA1129
 CA1129                          STATION DESCRIPTION
 CA1129
 CA1129'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1129'THE STATION IS LOCATED SOUTH 12 DEG EAST, 6 MILES AIRLINE
 CA1129'FROM EDEN, TEXAS, ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 CA1129'83.  288 FEET NORTH OF STONE GATE TO L. LOCKETT RESIDENCE,
 CA1129'AND 46 FEET WEST OF CENTER LINE OF THE HIGHWAY.
 CA1129'
 CA1129'TO REACH FROM EDEN, TEXAS, GO 5.8 MILES SOUTH ON U.S. HIGHWAY
 CA1129'83 TO STATION SITE ON THE RIGHT.  3.5 FEET EAST OF USGS
 CA1129'WITNESS SIGN MOUNTED ON A METAL POST IN THE WEST RIGHT-OF-WAY
 CA1129'FENCE.
 CA1129'
 CA1129'STATION MARK AND THE TWO REFERENCE MARKS ARE ALL STANDARD
 CA1129'BRONZE TABLETS, SOLDERED TO COPPER COATED STEEL RODS, CENTERED
 CA1129'IN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED
 CA1129'WITH GRAVEL.  THE TABLETS ARE FLUSH WITH THE GROUND.
 CA1129'
 CA1129'STATION MARK--THE ROD IS DRIVEN TO REFUSAL 4.0 FEET THROUGH
 CA1129'A DRILL HOLE IN BEDROCK AND GROUTED.  TABLET STAMPED FITE
 CA1129'ET 1971.
 CA1129'
 CA1129'REFERENCE MARK NO. 1--THE ROD IS DRIVEN TO REFUSAL 4.2 FEET
 CA1129'THROUGH A DRILL HOLE IN BEDROCK AND GROUTED.  TABLET STAMPED
 CA1129'FITE ET NO. 1 1971.
 CA1129'
 CA1129'REFERENCE MARK NO. 2--THE ROD IS DRIVEN TO REFUSAL 5 FEET,
 CA1129'TABLET STAMPED FITE ET NO. 2 1971.
 CA1129'
 CA1129'STATION HARDEN ET 1971 IS VISIBLE FROM THE GROUND AT THIS
 CA1129'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1129'
 CA1129'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 CA1129
 CA1129                          STATION RECOVERY (1999)
 CA1129
 CA1129'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1823 ***********************************************************************
 FL1823  DESIGNATION -  FITZ
 FL1823  PID         -  FL1823
 FL1823  STATE/COUNTY-  TX/POTTER
 FL1823  USGS QUAD   -  CLIFFSIDE (1973)
 FL1823
 FL1823                         *CURRENT SURVEY CONTROL
 FL1823  ___________________________________________________________________
 FL1823* NAD 83(1993)-  35 20 34.38448(N)    101 58 36.43275(W)     ADJUSTED  
 FL1823* NAVD 88     -      1077.49   (+/-2cm)    3535.1    (feet)  VERTCON   
 FL1823  ___________________________________________________________________
 FL1823  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 FL1823  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL1823
 FL1823  HORZ ORDER  -  THIRD
 FL1823  VERT ORDER  -  THIRD ? (See Below)
 FL1823
 FL1823.The horizontal coordinates were established by classical geodetic methods
 FL1823.and adjusted by the National Geodetic Survey in February 1996..
 FL1823
 FL1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1823.The vertical order pertains to the NGVD 29 superseded value.
 FL1823
 FL1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1823
 FL1823.The geoid height was determined by GEOID03.
 FL1823
 FL1823;                    North         East     Units Scale Factor Converg.
 FL1823;SPC TX N     - 1,149,079.486   156,661.337   MT  0.99991173   -0 16 34.7
 FL1823;SPC TX N     - 3,769,938.28    513,979.74   sFT  0.99991173   -0 16 34.7
 FL1823;UTM  14      - 3,915,136.307   229,460.689   MT  1.00050209   -1 43 22.9
 FL1823;UTM  13      - 3,915,264.262   774,759.962   MT  1.00053046   +1 44 59.7
 FL1823
 FL1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1823!SPC TX N     -   0.99983499  x   0.99991173  =   0.99974674
 FL1823!UTM  14      -   0.99983499  x   1.00050209  =   1.00033700
 FL1823!UTM  13      -   0.99983499  x   1.00053046  =   1.00036537
 FL1823
 FL1823|---------------------------------------------------------------------|
 FL1823| PID    Reference Object                     Distance      Geod. Az  |
 FL1823|                                                           dddmmss.s |
 FL1823| CJ6356 FITZ RM 1                            26.725 METERS 09120     |
 FL1823| FL1820 AMARILLO RAD STA KGNC TV MAST       APPROX.12.2 KM 1044822.2 |
 FL1823| FL1817 AMARILLO RAD STA KFDA TV MAST       APPROX.13.0 KM 1151751.1 |
 FL1823| CJ6355 FITZ AZ MK                                         1463159.9 |
 FL1823| CJ6357 FITZ RM 2                            25.293 METERS 18150     |
 FL1823| FM0890 BUSHLAND COOP GRAIN ELEVATOR        APPROX.18.6 KM 2054718.4 |
 FL1823| FM0891 BUSHLAND NEELY GRAIN CO ELEV        APPROX.18.7 KM 2064645.9 |
 FL1823|---------------------------------------------------------------------|
 FL1823
 FL1823                          SUPERSEDED SURVEY CONTROL
 FL1823
 FL1823  NAD 83(1993)-  35 20 34.38966(N)    101 58 36.42557(W) AD(       ) 3
 FL1823  NAD 83(1986)-  35 20 34.39187(N)    101 58 36.42378(W) AD(       ) 3
 FL1823  NAD 27      -  35 20 34.21200(N)    101 58 34.73800(W) AD(       ) 3
 FL1823  NGVD 29 (07/19/86) 1077.00   (m)         3533.5    (f) LEVELING    3  
 FL1823
 FL1823.Superseded values are not recommended for survey control.
 FL1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1823.See file dsdata.txt to determine how the superseded data were derived.
 FL1823
 FL1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE2946115136(NAD 83)
 FL1823_MARKER: DS = TRIANGULATION STATION DISK
 FL1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1823
 FL1823  HISTORY     - Date     Condition        Report By
 FL1823  HISTORY     - 1953     MONUMENTED       CGS
 FL1823  HISTORY     - 1966     GOOD             LOCSUR
 FL1823
 FL1823                          STATION DESCRIPTION
 FL1823
 FL1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1823'THE STATION IS LOCATED ON THE HIGHEST POINT OF A NORTHEAST-SOUTHWEST
 FL1823'RIDGE IN PASTURE, ABOUT 13 MILES AIRLINE NORTHWEST OF AMARILLO,
 FL1823'ABOUT 16 MILES AIRLINE NORTHEAST OF WILDORADO, AND ABOUT
 FL1823'12 MILES AIRLINE NORTH-NORTHEAST OF BUSHLAND.
 FL1823'
 FL1823'TO REACH THE STATION FROM THE POST OFFICE IN AMARILLO GO
 FL1823'NORTH ON U.S. HIGHWAYS 287 AND 87 FOR 4.0 MILES TO A SIDE
 FL1823'ROAD ON THE LEFT.  TURN LEFT ONTO FARM ROAD 1719 AND GO WEST
 FL1823'3.0 MILES TO A CROSS ROAD.  TURN RIGHT ONTO A GRAVELED ROAD
 FL1823'AND GO 1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 FL1823'WEST AND NORTHWEST 4.6 MILES TO A FORK.  TURN LEFT AND GO WEST
 FL1823'2.6 MILES TO A CATTLE GUARD AND A THREE-WAY FORK.  TAKE THE
 FL1823'EXTREME RIGHT FORK AND GO NORTH 0.5 MILE TO A FORK AT A
 FL1823'CONCRETE FOUNDATION.  TURN LEFT AND GO WEST 0.05 MILE TO THE
 FL1823'TOP OF A RIDGE AND THE STATION.
 FL1823'
 FL1823'THE STATION MARK IS A STANDARD DISK STAMPED, FITZ 1953 SET
 FL1823'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1823'3 INCHES ABOVE THE GROUND.  IT IS 9 FEET EAST OF A WHITE
 FL1823'WITNESS POST AND 36 FEET SOUTH OF THE CENTERLINE OF A GRADED
 FL1823'ROAD.
 FL1823'
 FL1823'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, FITZ NO
 FL1823'1 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1823'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 18 FEET SOUTH OF
 FL1823'THE CENTERLINE OF THE ROAD AND THE SAME ELEVATION AS THE
 FL1823'STATION.
 FL1823'
 FL1823'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, FITZ NO 2
 FL1823'1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1823'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS THE SAME ELEVATION
 FL1823'AS THE STATION.
 FL1823'
 FL1823'THE AZIMUTH MARK IS LOCATED NEAR A NORTH-SOUTH FENCE LINE
 FL1823'ON THE SAME RIDGE AS THE STATION AND IS A STANDARD DISK
 FL1823'STAMPED, FITZ 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1823'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 13 FEET
 FL1823'SOUTH OF A TRIANGULAR BLAZED FENCE POST AND 1 FOOT WEST OF
 FL1823'THE FENCE LINE.  TO REACH THE AZIMUTH MARK FROM THE STATION
 FL1823'GO SOUTHEAST 0.3 MILE TO A TRIANGULAR BLAZED FENCE POST
 FL1823'AND THE AZIMUTH MARK.
 FL1823
 FL1823                          STATION RECOVERY (1966)
 FL1823
 FL1823'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 FL1823'RECOVERED BY BUCE AND GUNN INC DALLAS
 FL1823'
 FL1823'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 FL1823'
 FL1823'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1090 ***********************************************************************
 CS1090  DESIGNATION -  FIVE MILE 2 AZ MK
 CS1090  PID         -  CS1090
 CS1090  STATE/COUNTY-  TX/DALLAS
 CS1090  USGS QUAD   -  OAK CLIFF (1981)
 CS1090
 CS1090                         *CURRENT SURVEY CONTROL
 CS1090  ___________________________________________________________________
 CS1090* NAD 83(1986)-  32 41 37.     (N)    096 50 42.     (W)     SCALED    
 CS1090* NAVD 88     -       175.50   (+/-2cm)     575.8    (feet)  VERTCON   
 CS1090  ___________________________________________________________________
 CS1090  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CS1090
 CS1090  VERT ORDER  -  THIRD (See Below)
 CS1090
 CS1090.The horizontal coordinates were scaled from a topographic map and have
 CS1090.an estimated accuracy of +/- 6 seconds.
 CS1090
 CS1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1090.The vertical order pertains to the NGVD 29 superseded value.
 CS1090
 CS1090.The geoid height was determined by GEOID03.
 CS1090
 CS1090;                    North         East    Units  Estimated Accuracy
 CS1090;SPC TXNC     - 2,115,100.      755,170.      MT  (+/- 180 meters Scaled)
 CS1090
 CS1090                          SUPERSEDED SURVEY CONTROL
 CS1090
 CS1090  NGVD 29 (01/29/03)  175.50   (m)          575.8    (f) RESET       3  
 CS1090
 CS1090.Superseded values are not recommended for survey control.
 CS1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1090.See file dsdata.txt to determine how the superseded data were derived.
 CS1090
 CS1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB020193(NAD 83)
 CS1090_MARKER: DR = REFERENCE MARK DISK
 CS1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1090_STAMPING: FIVE MILE AZ 2 1966
 CS1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1090+STABILITY: SURFACE MOTION
 CS1090
 CS1090  HISTORY     - Date     Condition        Report By
 CS1090  HISTORY     - 1966     MONUMENTED       CGS
 CS1090
 CS1090                          STATION DESCRIPTION
 CS1090
 CS1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1090'5.8 MI SW FROM DALLAS.
 CS1090'ABOUT 5.8 MILES SOUTHWEST OF THE DALLAS COUNTY COURTHOUSE, 0.2 MILE
 CS1090'NORTH OF THE OVERPASS AT THE INTERSECTION OF U.S. HIGHWAY 67 AND LOOP
 CS1090'12, 38 FEET NORTHEAST OF NORTHEAST CORNER OF THE CARPORT OF MR.
 CS1090'RICHARDS, 40 FEET NORTH OF CENTERLINE OF DRIVEWAY, 20 FEET WEST OF THE
 CS1090'WEST HIGHWAY RIGHT-WAY IN THE LAWN OF THE RICHARDS.  A STANDARD
 CS1090'AZIMUTH DISK SET IN A 12 X 12 IN. CONCRETE POST FLUSH WITH THE SURFACE
 CS1090'OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2800 ***********************************************************************
 CS2800  DESIGNATION -  FIVE MILE 2 RESET
 CS2800  PID         -  CS2800
 CS2800  STATE/COUNTY-  TX/DALLAS
 CS2800  USGS QUAD   -  OAK CLIFF (1981)
 CS2800
 CS2800                         *CURRENT SURVEY CONTROL
 CS2800  ___________________________________________________________________
 CS2800* NAD 83(1993)-  32 41 25.82689(N)    096 50 40.48669(W)     ADJUSTED  
 CS2800* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 CS2800  ___________________________________________________________________
 CS2800  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 CS2800  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CS2800
 CS2800  HORZ ORDER  -  THIRD
 CS2800
 CS2800.The horizontal coordinates were established by classical geodetic methods
 CS2800.and adjusted by the National Geodetic Survey in February 1996..
 CS2800.No horizontal observational check was made to the station.
 CS2800
 CS2800.The orthometric height was scaled from a topographic map.
 CS2800
 CS2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2800
 CS2800.The geoid height was determined by GEOID03.
 CS2800
 CS2800;                    North         East     Units Scale Factor Converg.
 CS2800;SPC TXNC     - 2,114,756.742   755,219.083   MT  0.99989236   +0 54 10.3
 CS2800;SPC TXNC     - 6,938,164.41  2,477,747.94   sFT  0.99989236   +0 54 10.3
 CS2800;UTM  14      - 3,619,030.863   702,070.437   MT  1.00010352   +1 09 52.3
 CS2800
 CS2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2800!SPC TXNC     -   0.99997577  x   0.99989236  =   0.99986813
 CS2800!UTM  14      -   0.99997577  x   1.00010352  =   1.00007928
 CS2800
 CS2800|---------------------------------------------------------------------|
 CS2800| PID    Reference Object                     Distance      Geod. Az  |
 CS2800|                                                           dddmmss.s |
 CS2800| CY1837 FIVE MILE 2 RM 3                     18.450 METERS 04527     |
 CS2800| CY1838 FIVE MILE 2 RM 4                     47.056 METERS 22539     |
 CS2800| CS1090 FIVE MILE 2 AZ MK                                  3552108.7 |
 CS2800| CS1086 FIVE MILE                           103.360 METERS 35521     |
 CS2800|---------------------------------------------------------------------|
 CS2800
 CS2800                          SUPERSEDED SURVEY CONTROL
 CS2800
 CS2800  NAD 83(1986)-  32 41 25.83319(N)    096 50 40.46879(W) AD(       ) 3
 CS2800  NAD 27      -  32 41 25.35679(N)    096 50 39.46441(W) AD(       ) 3
 CS2800
 CS2800.Superseded values are not recommended for survey control.
 CS2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2800.See file dsdata.txt to determine how the superseded data were derived.
 CS2800
 CS2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0207019031(NAD 83)
 CS2800_MARKER: DH = HORIZONTAL CONTROL DISK
 CS2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2800_STAMPING: FIVE MILE 2 1966 1983
 CS2800_MARK LOGO: NGS   
 CS2800_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2800+STABILITY: SURFACE MOTION
 CS2800
 CS2800  HISTORY     - Date     Condition        Report By
 CS2800  HISTORY     - 1983     MONUMENTED       NGS
 CS2800  HISTORY     - 19910829 MARK NOT FOUND   USPSQD
 CS2800
 CS2800                          STATION DESCRIPTION
 CS2800
 CS2800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 CS2800'THE STATION AND REFERENCE MARK 3 WERE FOUND PULLED OUT OF THE GROUND.
 CS2800'A NEW SURFACE STATION DISK AND A REFERENCE MARK 5 WERE SET AT THIS
 CS2800'TIME.  THE AZIMUTH MARK WAS FOUND TO BE BLOCKED BY HEAVY BRUSH.  IT
 CS2800'CAN BE CLEARED IF NEEDED.  OTHER VISABLE OBJECTS CAN BE USED AS AN
 CS2800'AZIMUTH.  NONE WERE TAKEN AT THIS TIME DUE TO RAIN AND HAZE.  THE
 CS2800'STATION IS LOCATED IN SOUTHWEST DALLAS IN THE SOUTHEAST ANGLE OF THE
 CS2800'INTERSECTION OF U.S HIGHWAY 67 AND LOOP 12.  IT IS ON THE EAST
 CS2800'SHOULDER OF THE EAST EXIT RAMP OF U.S HIGHWAY 67.  TO REACH FROM THE
 CS2800'JUNCTION OF INTERSTATE HIGHWAY 20 AND U.S HIGHWAY 67, IN SOUTHWEST
 CS2800'DALLAS, GO NORTHERLY ON U.S HIGHWAY 67 FOR 4.80 KM (3.00 MI) TO THE
 CS2800'LOOP 12 EXIT RAMP.  BEAR RIGHT ON THE EXIT RAMP FOR 0.24 KM (0.15 MI)
 CS2800'TO THE STATION ON THE RIGHT.  STATION MARK, STAMPED---FIVE MILE 2 1966
 CS2800'1983---, IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 CS2800'MONUMENT THAT PROJECTS 5 CM.  IT IS 83 METERS (272.3 FT) SOUTH OF THE
 CS2800'CENTER OF LOOP 12, 30.66 METERS (100.59 FT) NORTH OF POWER POLE NUMBER
 CS2800'753W243, 9.44 METERS (30.97 FT) EAST OF THE CENTER OF THE EXIT RAMP,
 CS2800'3.66 METERS (12.01 FT) WEST OF A FENCE AND 0.61 METER (2.00 FT)
 CS2800'NORTHWEST OF A WITNESS POST.  REFERENCE MARK 4, STAMPED---FIVE MILE 2
 CS2800'NO 4 1966---, IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 CS2800'MONUMENT THAT PROJECTS 20 CM.  IT IS 8.84 METERS (29.00 FT) EAST OF
 CS2800'THE CENTER OF AN EXIT RAMP, 3.72 METERS (12.20 FT) WEST OF THE FENCE
 CS2800'AND 0.76 METER (2.49 FT) NORTH OF THE POWER POLE.  REFERENCE MARK 5,
 CS2800'STAMPED---FIVE MILE 2 NO 5 1983---, IS A STANDARD DISK SET IN A DRILL
 CS2800'HOLE IN A CONCRETE SLAB THAT IS THE APRON OF THE EXIT RAMP.  IT IS
 CS2800'0.03 METER (0.10 FT) WEST OF THE CURB AND ON THE EAST EDGE OF THE EXIT
 CS2800'RAMP.  AZIMUTH MARK, STAMPED---FIVE MILE 2 1966 1983---, IS A STANDARD
 CS2800'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 CS2800'GROUND.  IT IS 12.19 METERS (39.99 FT) NORTH OF THE CENTER OF A
 CS2800'DRIVEWAY, 12.19 METER (39.99 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 CS2800'A HOUSE AND 6.10 METERS (20.01 FT) WEST OF THE HIGHWAY RIGHT OF WAY
 CS2800'LINE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S
 CS2800'HIGHWAY 67 FOR 0.32 KM (0.20 MI) TO THE MARK ON THE LEFT ON THE WEST
 CS2800'RIGHT OF WAY.
 CS2800
 CS2800                          STATION RECOVERY (1991)
 CS2800
 CS2800'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1089 ***********************************************************************
 CS1089  DESIGNATION -  FIVE MILE AZ MK
 CS1089  PID         -  CS1089
 CS1089  STATE/COUNTY-  TX/DALLAS
 CS1089  USGS QUAD   -  OAK CLIFF (1981)
 CS1089
 CS1089                         *CURRENT SURVEY CONTROL
 CS1089  ___________________________________________________________________
 CS1089* NAD 83(1986)-  32 41 37.     (N)    096 50 41.     (W)     SCALED    
 CS1089* NAVD 88     -       176.915  (meters)     580.43   (feet)  ADJUSTED  
 CS1089  ___________________________________________________________________
 CS1089  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CS1089  DYNAMIC HT  -         176.711 (meters)     579.76  (feet)  COMP
 CS1089  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 CS1089
 CS1089  VERT ORDER  -  FIRST     CLASS II
 CS1089
 CS1089.The horizontal coordinates were scaled from a topographic map and have
 CS1089.an estimated accuracy of +/- 6 seconds.
 CS1089
 CS1089.The orthometric height was determined by differential leveling
 CS1089.and adjusted by the National Geodetic Survey in June 1991..
 CS1089
 CS1089.The geoid height was determined by GEOID03.
 CS1089
 CS1089.The dynamic height is computed by dividing the NAVD 88
 CS1089.geopotential number by the normal gravity value computed on the
 CS1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1089.degrees latitude (g = 980.6199 gals.).
 CS1089
 CS1089.The modeled gravity was interpolated from observed gravity values.
 CS1089
 CS1089;                    North         East    Units  Estimated Accuracy
 CS1089;SPC TXNC     - 2,115,100.      755,200.      MT  (+/- 180 meters Scaled)
 CS1089
 CS1089                          SUPERSEDED SURVEY CONTROL
 CS1089
 CS1089  NGVD 29 (??/??/92)  176.924  (m)          580.46   (f) ADJ UNCH    1 2
 CS1089
 CS1089.Superseded values are not recommended for survey control.
 CS1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1089.See file dsdata.txt to determine how the superseded data were derived.
 CS1089
 CS1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB020193(NAD 83)
 CS1089_MARKER: DZ = AZIMUTH MARK DISK
 CS1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1089_STAMPING: FIVE MILE 1947
 CS1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1089+STABILITY: SURFACE MOTION
 CS1089
 CS1089  HISTORY     - Date     Condition        Report By
 CS1089  HISTORY     - 1947     MONUMENTED       CGS
 CS1089  HISTORY     - 1966     GOOD             NGS
 CS1089  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 CS1089
 CS1089                          STATION DESCRIPTION
 CS1089
 CS1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1089'IN DALLAS.
 CS1089'ABOUT 5.8 MILES SOUTHWEST OF THE DALLAS COUNTY COURT HOUSE 0.2 MILE
 CS1089'NORTH OF THE OVERPASS AT THE INTERSECTION OF U. S. HIGHWAY 67 AND LOOP
 CS1089'12, 102 FEET WEST OF THE CENTER LINE OF U. S. HIGHWAY 67, ABOUT 30
 CS1089'FEET ABOVE THE LEVEL OF THE HIGHWAY, ON TOP OF A LARGE CUT, AT THE
 CS1089'WEST EDGE OF A TRACK ROAD.  A BRONZE AZIMUTH MARK DISK, SET IN A 12 X
 CS1089'12 IN. CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.  NOTE--
 CS1089'ROAD IMPROVEMENTS BEGIN TO WIDEN U. S. HIGHWAY 67 TO FOUR LANES.  A
 CS1089'NEW MARK WAS SET IN THE NEAR VICINITY AND ITS ELEVATION WAS DETERMINED
 CS1089'FROM THE OLD MARK.
 CS1089
 CS1089                          STATION RECOVERY (1967)
 CS1089
 CS1089'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 CS1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1072 ***********************************************************************
 CU1072  DESIGNATION -  FIVEMILE
 CU1072  PID         -  CU1072
 CU1072  STATE/COUNTY-  TX/BORDEN
 CU1072  USGS QUAD   -  FIVEMILE CREEK (1969)
 CU1072
 CU1072                         *CURRENT SURVEY CONTROL
 CU1072  ___________________________________________________________________
 CU1072* NAD 83(1993)-  32 49 30.17312(N)    101 19 44.33913(W)     ADJUSTED  
 CU1072* NAVD 88     -       792.     (meters)    2598.     (feet)  SCALED    
 CU1072  ___________________________________________________________________
 CU1072  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 CU1072  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CU1072
 CU1072  HORZ ORDER  -  SECOND
 CU1072
 CU1072.The horizontal coordinates were established by classical geodetic methods
 CU1072.and adjusted by the National Geodetic Survey in February 1996..
 CU1072
 CU1072.The orthometric height was scaled from a topographic map.
 CU1072
 CU1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1072
 CU1072.The geoid height was determined by GEOID03.
 CU1072
 CU1072;                    North         East     Units Scale Factor Converg.
 CU1072;SPC TXNC     - 2,132,018.696   335,165.588   MT  0.99988040   -1 32 34.5
 CU1072;SPC TXNC     - 6,994,798.01  1,099,622.43   sFT  0.99988040   -1 32 34.5
 CU1072;UTM  14      - 3,634,294.788   281,982.788   MT  1.00018612   -1 15 46.7
 CU1072
 CU1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1072!SPC TXNC     -   0.99987963  x   0.99988040  =   0.99976004
 CU1072!UTM  14      -   0.99987963  x   1.00018612  =   1.00006573
 CU1072
 CU1072|---------------------------------------------------------------------|
 CU1072| PID    Reference Object                     Distance      Geod. Az  |
 CU1072|                                                           dddmmss.s |
 CU1072| CH9362 FIVEMILE RM 1                        14.407 METERS 09828     |
 CU1072| CH9361 FIVEMILE AZ MK                                     1885116.9 |
 CU1072| CH9363 FIVEMILE RM 2                        17.546 METERS 20559     |
 CU1072| CU1074 GAIL FAA MICROWAVE                  APPROX.12.2 KM 2284950.8 |
 CU1072|---------------------------------------------------------------------|
 CU1072
 CU1072                          SUPERSEDED SURVEY CONTROL
 CU1072
 CU1072  NAD 83(1993)-  32 49 30.17915(N)    101 19 44.33059(W) AD(       ) 2
 CU1072  NAD 83(1986)-  32 49 30.17942(N)    101 19 44.32994(W) AD(       ) 2
 CU1072  NAD 27      -  32 49 29.80409(N)    101 19 42.85728(W) AD(       ) 2
 CU1072
 CU1072.Superseded values are not recommended for survey control.
 CU1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1072.See file dsdata.txt to determine how the superseded data were derived.
 CU1072
 CU1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB8198334295(NAD 83)
 CU1072_MARKER: DS = TRIANGULATION STATION DISK
 CU1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1072
 CU1072  HISTORY     - Date     Condition        Report By
 CU1072  HISTORY     - 1968     MONUMENTED       CGS
 CU1072
 CU1072                          STATION DESCRIPTION
 CU1072
 CU1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1072'THE STATION IS LOCATED AIRLINE, ABOUT 11 MILES SOUTHWEST OF
 CU1072'FLUVANNA, 8 MILES NORTHEAST OF GAIL, 4 MILES NORTH OF U.S. HIGHWAY
 CU1072'180 AND ON TOP OF A LOW, BRUSH COVERED RIDGE ON PROPERTY OWNED BY
 CU1072'MR. V. MILLER.
 CU1072'
 CU1072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 180 AND
 CU1072'FARM ROAD 669 IN GAIL, GO EAST ON U.S. HIGHWAY 180 FOR 3.2 MILES
 CU1072'TO A ROADSIDE PARK ON THE LEFT, CONTINUE EAST ON U.S. HIGHWAY 180
 CU1072'FOR 3.4 MILES TO A SIGN MILLER ROAD AND A GRAVELED SIDE ROAD
 CU1072'LEFT JUST BEFORE REACHING A BRIDGE, TURN LEFT AND GO NORTH ON
 CU1072'MILLER ROAD FOR 2.3 MILES TO WHERE THE MAIN ROAD TURNS RIGHT AND
 CU1072'A GATE STRAIGHT AHEAD, PASS THROUGH THE GATE AND CONTINUE NORTH
 CU1072'ON A TRACK ROAD FOR 0.1 MILE TO A FORK, TAKE THE LEFT FORK FOR
 CU1072'ABOUT 30 YARDS TO A FORK, TAKE THE RIGHT FORK LEAVING THE
 CU1072'MAIN ROAD AND CONTINUE NORTHERLY FOR 0.6 MILE TO THE AZIMUTH
 CU1072'MARK ON THE RIGHT, CONTINUE NORTH ON THE TRACK ROAD FOR 0.15
 CU1072'MILE TO A STOCK POND ON THE LEFT, PASS TO THE RIGHT OF THE
 CU1072'STOCK POND AND FOLLOW THE MAIN TRACK ROAD FOR 0.5 MILE TO A
 CU1072'GATE, PASS THROUGH THE GATE AND CONTINUE NORTHERLY FOR 0.4
 CU1072'MILE TO A DIM FORK, TAKE THE LEFT FORK AND FOLLOW THE DIM TRACK
 CU1072'ROAD NORTHERLY FOR 0.3 MILE TO THE TOP OF THE RIDGE AND THE
 CU1072'STATION.
 CU1072'
 CU1072'THE STATION MARK IS A STANDARD DISK STAMPED FIVE MILE 1968, SET
 CU1072'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS
 CU1072'4.1 FEET NORTH OF A WITNESS POST.
 CU1072'
 CU1072'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FIVE MILE NO 1 1968,
 CU1072'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.  IT IS
 CU1072'46.3 FEET EAST OF THE WITNESS POST.
 CU1072'
 CU1072'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FIVE MILE NO 2 1968,
 CU1072'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS
 CU1072'FEET SOUTH OF THE WITNESS POST.
 CU1072'
 CU1072'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIVE MILE 1968, SET
 CU1072'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 7 INCHES.  IT IS
 CU1072'12.0 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND
 CU1072'3.4 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3135 ***********************************************************************
 CS3135  DESIGNATION -  FLAG
 CS3135  PID         -  CS3135
 CS3135  STATE/COUNTY-  TX/BOSQUE
 CS3135  USGS QUAD   -  CAMP BRANCH (1966)
 CS3135
 CS3135                         *CURRENT SURVEY CONTROL
 CS3135  ___________________________________________________________________
 CS3135* NAD 83(1993)-  32 03 39.59780(N)    097 53 10.51285(W)     ADJUSTED  
 CS3135* NAVD 88     -       382.     (meters)    1253.     (feet)  SCALED    
 CS3135  ___________________________________________________________________
 CS3135  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CS3135  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CS3135
 CS3135  HORZ ORDER  -  THIRD
 CS3135
 CS3135.The horizontal coordinates were established by classical geodetic methods
 CS3135.and adjusted by the National Geodetic Survey in February 1996..
 CS3135
 CS3135.The orthometric height was scaled from a topographic map.
 CS3135
 CS3135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3135
 CS3135.The geoid height was determined by GEOID03.
 CS3135
 CS3135;                    North         East     Units Scale Factor Converg.
 CS3135;SPC TX C     - 3,267,983.202   931,072.545   MT  1.00005256   +1 15 37.4
 CS3135;SPC TX C     -10,721,708.22  3,054,693.84   sFT  1.00005256   +1 15 37.4
 CS3135;SPC TXNC     - 2,043,898.484   657,957.277   MT  1.00002082   +0 20 05.0
 CS3135;SPC TXNC     - 6,705,690.28  2,158,648.17   sFT  1.00002082   +0 20 05.0
 CS3135;UTM  14      - 3,547,739.490   605,132.508   MT  0.99973631   +0 35 28.5
 CS3135
 CS3135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3135!SPC TX C     -   0.99994434  x   1.00005256  =   0.99999689
 CS3135!SPC TXNC     -   0.99994434  x   1.00002082  =   0.99996516
 CS3135!UTM  14      -   0.99994434  x   0.99973631  =   0.99968066
 CS3135
 CS3135|---------------------------------------------------------------------|
 CS3135| PID    Reference Object                     Distance      Geod. Az  |
 CS3135|                                                           dddmmss.s |
 CS3135| CY1840 FLAG RM 1                            13.405 METERS 06817     |
 CS3135| CY1839 FLAG AZ MK                                         2770648.6 |
 CS3135| CY1841 FLAG RM 2                             8.397 METERS 33908     |
 CS3135|---------------------------------------------------------------------|
 CS3135
 CS3135                          SUPERSEDED SURVEY CONTROL
 CS3135
 CS3135  NAD 83(1986)-  32 03 39.60334(N)    097 53 10.49276(W) AD(       ) 3
 CS3135  NAD 27      -  32 03 39.07600(N)    097 53 09.38600(W) AD(       ) 3
 CS3135
 CS3135.Superseded values are not recommended for survey control.
 CS3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3135.See file dsdata.txt to determine how the superseded data were derived.
 CS3135
 CS3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA0513347739(NAD 83)
 CS3135_MARKER: DS = TRIANGULATION STATION DISK
 CS3135_SETTING: 66 = SET IN ROCK OUTCROP
 CS3135_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CS3135
 CS3135  HISTORY     - Date     Condition        Report By
 CS3135  HISTORY     - 1944     MONUMENTED       CGS
 CS3135  HISTORY     - 1955     GOOD             USGS
 CS3135  HISTORY     - 1959     GOOD             CGS
 CS3135  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS3135
 CS3135                          STATION DESCRIPTION
 CS3135
 CS3135'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3135'STATION IS LOCATED ON A PROMINENT WOODED BUTTE AT THE SE
 CS3135'POINT OF THE HIGH COUNTRY AND LYING ON THE S SIDE OF FLAG
 CS3135'CREEK.  IT IS ABOUT 5 MILES N OF IREDELL AND ABOUT 9 MILES
 CS3135'W OF WALNUT SPRINGS.
 CS3135'
 CS3135'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 CS3135'BEDROCK, ABOUT 60 FEET S OF THE N END OF THE SMALL WOODED
 CS3135'BUTTE, AND 21 FEET SW OF A WHITE REFERENCE POST.  IT IS
 CS3135'STAMPED FLAG 1944.
 CS3135'
 CS3135'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CS3135'HOLE IN BEDROCK, 15 FEET SW OF THE NE RIM OF THE BUTTE.  IT
 CS3135'IS STAMPED FLAG NO 1 1943.
 CS3135'
 CS3135'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 CS3135'HOLE IN BEDROCK, 15 FEET E OF W RIM OF THE BUTTE.  IT IS
 CS3135'STAMPED FLAG NO 2 1943.
 CS3135'
 CS3135'AZIMUTH MARK IS ABOUT 1/2 MILE WNW OF THE STATION, 0.6 FOOT
 CS3135'S OF A FENCE LINE, 53 YARDS SE OF THE SE CORNER OF A SMALL
 CS3135'WHITE SCHOOLHOUSE, AND 20 FEET S OF THE CENTER LINE OF GRADED
 CS3135'ROAD.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A 10-INCH
 CS3135'SQUARE CONCRETE POST PROJECTING ABOUT 4 INCHES AND STAMPED
 CS3135'FLAG 1944.
 CS3135'
 CS3135'TO REACH STATION FROM IREDELL, GO N ON THE GRADED ROAD FROM
 CS3135'THE RAILROAD STATION AND CROSSING FOR 0.70 MILE, TAKE THE
 CS3135'RIGHT FORK AND GO NE AND N ON THE MAIN GRADED ROAD FOR 5.20
 CS3135'MILES TO THE TOP OF THE GRADE IN THE PASS BETWEEN THE BUTTE
 CS3135'AND THE MAIN RANGE OF HILLS.  TURN RIGHT OFF THE ROAD, PASS
 CS3135'THROUGH THE GATE AND GO NE ON A TRACK ROAD AROUND THE BASE
 CS3135'OF THE BUTTE FOR 0.10 MILE, TURN RIGHT OFF THE ROAD AND GO
 CS3135'S UP THE SLOPE FOR ABOUT 100 YARDS TO THE END OF TRUCK TRAVEL
 CS3135'ON THE RIDGE AT THE W BASE OF THE MAIN HILL, THEN PACK ABOUT
 CS3135'100 YARDS E TO THE TOP OF THE HILL AND THE STATION.
 CS3135'
 CS3135'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CS3135
 CS3135                          STATION RECOVERY (1955)
 CS3135
 CS3135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CS3135'RECOVERED BY USGS IN 1955.
 CS3135'STATION MARK--A BRONZE STATION DISK SET IN A DRILL HOLE IN BEDROCK,
 CS3135'STAMPED---FLAG 1944---.
 CS3135
 CS3135                          STATION RECOVERY (1959)
 CS3135
 CS3135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (KMB)
 CS3135'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3135'IN GOOD CONDITION AS DESCRIBED.  NO EFFORT WAS MADE TO RECOVER
 CS3135'THE AZIMUTH MARK.  TO REACH THE STATION FROM IREDELL RAILROAD
 CS3135'STATION, GO NORTH ON F.M. 216 FOR 5.7 MILES TO STATION ON
 CS3135'THE RIGHT AS PREVIOUSLY DESCRIBED.
 CS3135
 CS3135                          STATION RECOVERY (2001)
 CS3135
 CS3135'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 CS3135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9912 ***********************************************************************
 AF9912  DESIGNATION -  FLAG 1
 AF9912  PID         -  AF9912
 AF9912  STATE/COUNTY-  TX/HUDSPETH
 AF9912  USGS QUAD   -  BIG HEISER TANK (1979)
 AF9912
 AF9912                         *CURRENT SURVEY CONTROL
 AF9912  ___________________________________________________________________
 AF9912* NAD 83(1993)-  31 53 57.89075(N)    105 44 07.50586(W)     ADJUSTED  
 AF9912* NAVD 88     -      1525.     (meters)    5003.     (feet)  SCALED    
 AF9912  ___________________________________________________________________
 AF9912  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AF9912  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AF9912
 AF9912  HORZ ORDER  -  THIRD
 AF9912
 AF9912.The horizontal coordinates were established by classical geodetic methods
 AF9912.and adjusted by the National Geodetic Survey in July 1998..
 AF9912
 AF9912.The orthometric height was scaled from a topographic map.
 AF9912
 AF9912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9912
 AF9912.The geoid height was determined by GEOID03.
 AF9912
 AF9912;                    North         East     Units Scale Factor Converg.
 AF9912;SPC TX C     - 3,259,928.999   189,182.138   MT  1.00000436   -2 46 56.6
 AF9912;SPC TX C     -10,695,283.72    620,675.06   sFT  1.00000436   -2 46 56.6
 AF9912;UTM  13      - 3,529,522.436   430,459.235   MT  0.99965964   -0 23 19.1
 AF9912
 AF9912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9912!SPC TX C     -   0.99976421  x   1.00000436  =   0.99976857
 AF9912!UTM  13      -   0.99976421  x   0.99965964  =   0.99942393
 AF9912
 AF9912                          SUPERSEDED SURVEY CONTROL
 AF9912
 AF9912.No superseded survey control is available for this station.
 AF9912
 AF9912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR3045929522(NAD 83)
 AF9912_MARKER: DS = TRIANGULATION STATION DISK
 AF9912
 AF9912  HISTORY     - Date     Condition        Report By
 AF9912  HISTORY     - 1940     MONUMENTED       USGS
 AF9912
 AF9912                          STATION DESCRIPTION
 AF9912
 AF9912'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 AF9912'LOCATED ABOUT 9 MI. NW. OF WILLIAM HELMS SERVICE STATION ON E. AND W.
 AF9912'RIDGE, ABOUT 1 MI. E. OF ABANDONED DEEP WELL.
 AF9912'STATION MARK--STANDARD TABLET STAMPED---FLAG NO. 1 1940---, SET IN
 AF9912'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9913 ***********************************************************************
 AF9913  DESIGNATION -  FLAG 2
 AF9913  PID         -  AF9913
 AF9913  STATE/COUNTY-  TX/HUDSPETH
 AF9913  USGS QUAD   -  MOLESWORTH MESA NORTH (1979)
 AF9913
 AF9913                         *CURRENT SURVEY CONTROL
 AF9913  ___________________________________________________________________
 AF9913* NAD 83(1993)-  31 45 08.62812(N)    105 36 28.78207(W)     ADJUSTED  
 AF9913* NAVD 88     -      1440.     (meters)    4724.     (feet)  SCALED    
 AF9913  ___________________________________________________________________
 AF9913  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AF9913  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AF9913
 AF9913  HORZ ORDER  -  THIRD
 AF9913
 AF9913.The horizontal coordinates were established by classical geodetic methods
 AF9913.and adjusted by the National Geodetic Survey in July 1998..
 AF9913
 AF9913.The orthometric height was scaled from a topographic map.
 AF9913
 AF9913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9913
 AF9913.The geoid height was determined by GEOID03.
 AF9913
 AF9913;                    North         East     Units Scale Factor Converg.
 AF9913;SPC TX C     - 3,243,067.487   200,449.391   MT  0.99996745   -2 43 00.3
 AF9913;SPC TX C     -10,639,963.91    657,641.04   sFT  0.99996745   -2 43 00.3
 AF9913;UTM  13      - 3,513,152.054   442,417.342   MT  0.99964089   -0 19 11.9
 AF9913
 AF9913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9913!SPC TX C     -   0.99977757  x   0.99996745  =   0.99974503
 AF9913!UTM  13      -   0.99977757  x   0.99964089  =   0.99941854
 AF9913
 AF9913                          SUPERSEDED SURVEY CONTROL
 AF9913
 AF9913.No superseded survey control is available for this station.
 AF9913
 AF9913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR4241713152(NAD 83)
 AF9913_MARKER: DS = TRIANGULATION STATION DISK
 AF9913
 AF9913  HISTORY     - Date     Condition        Report By
 AF9913  HISTORY     - 1940     MONUMENTED       USGS
 AF9913
 AF9913                          STATION DESCRIPTION
 AF9913
 AF9913'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 AF9913'LOCATED ABOUT 1 MI. SE. OF HELMS EAST WELL, NEAR W. EDGE OF LARGE
 AF9913'MESA, ABOUT 1200 FT. N. OF E-W. FENCE LINE.
 AF9913'STATION MARK--STANDARD TABLET STAMPED---FLAG NO. 2 1940---, SET IN
 AF9913'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1196 ***********************************************************************
 CA1196  DESIGNATION -  FLAG ET
 CA1196  PID         -  CA1196
 CA1196  STATE/COUNTY-  TX/RUNNELS
 CA1196  USGS QUAD   -  HATCHEL (1987)
 CA1196
 CA1196                         *CURRENT SURVEY CONTROL
 CA1196  ___________________________________________________________________
 CA1196* NAD 83(1993)-  31 46 13.09883(N)    099 59 10.96528(W)     ADJUSTED  
 CA1196* NAVD 88     -       540.5    (meters)    1773.     (feet)  VERTCON   
 CA1196  ___________________________________________________________________
 CA1196  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 CA1196  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CA1196
 CA1196  HORZ ORDER  -  THIRD
 CA1196
 CA1196.The horizontal coordinates were established by classical geodetic methods
 CA1196.and adjusted by the National Geodetic Survey in February 1996..
 CA1196
 CA1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1196
 CA1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1196
 CA1196.The geoid height was determined by GEOID03.
 CA1196
 CA1196;                    North         East     Units Scale Factor Converg.
 CA1196;SPC TX C     - 3,233,258.751   732,865.263   MT  0.99997159   +0 10 43.3
 CA1196;SPC TX C     -10,607,783.09  2,404,408.78   sFT  0.99997159   +0 10 43.3
 CA1196;UTM  14      - 3,515,399.559   406,597.619   MT  0.99970759   -0 31 09.8
 CA1196
 CA1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1196!SPC TX C     -   0.99991908  x   0.99997159  =   0.99989068
 CA1196!UTM  14      -   0.99991908  x   0.99970759  =   0.99962670
 CA1196
 CA1196:                Primary Azimuth Mark                     Grid Az
 CA1196:SPC TX C     -  MACK ET                                  241 53 22.6
 CA1196:UTM  14      -  MACK ET                                  242 35 15.7
 CA1196
 CA1196|---------------------------------------------------------------------|
 CA1196| PID    Reference Object                     Distance      Geod. Az  |
 CA1196|                                                           dddmmss.s |
 CA1196| CB0806 MACK ET                             APPROX. 2.4 KM 2420405.9 |
 CA1196|---------------------------------------------------------------------|
 CA1196
 CA1196                          SUPERSEDED SURVEY CONTROL
 CA1196
 CA1196  NAD 83(1986)-  31 46 13.10528(N)    099 59 10.95070(W) AD(       ) 3
 CA1196  NAD 27      -  31 46 12.55300(N)    099 59 09.62680(W) AD(       ) 3
 CA1196  NGVD 29 (07/19/86)  540.4    (m)         1773.     (f) VERT ANG       
 CA1196
 CA1196.Superseded values are not recommended for survey control.
 CA1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1196.See file dsdata.txt to determine how the superseded data were derived.
 CA1196
 CA1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0659815400(NAD 83)
 CA1196_MARKER: DD = SURVEY DISK
 CA1196_SETTING: 0 = UNSPECIFIED SETTING
 CA1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1196
 CA1196  HISTORY     - Date     Condition        Report By
 CA1196  HISTORY     - 1958     MONUMENTED       USGS
 CA1196
 CA1196                          STATION DESCRIPTION
 CA1196
 CA1196'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CA1196'STATION IS LOCATED ABOUT 3.2 MI. (AIRLINE) NW. OF BALLINGER, TEXAS,
 CA1196'0.75 MI. NW. OF BALLINGER BALL PARK ON TOP OF A RIDGE, 1000 FT. NE.
 CA1196'OF GRADED RD., 20 FT. E. OF A TRACK RD. AND IN A SMALL CLEARING
 CA1196'SURROUNDED BY MESQUITE AND BRUSH.
 CA1196'
 CA1196'TO REACH FROM SANTA FE RAILWAY STATION IN BALLINGER, TEXAS, PROCEED
 CA1196'0.9 MI. NW. ALONG U.S. HIGHWAY 83 TO RD. JUNCTION, THENCE NW. ALONG
 CA1196'STATE HIGHWAY 158 2.0 MI. TO A Y-RD. FORK, PROCEED N. ALONG GRADED
 CA1196'RD. 0.3 MI. TO A FIELD RD. RUNNING NE., TAKE FIELD RD. NE. 0.2 MI.
 CA1196'TO A RD. FORK, THENCE N. ALONG TRACK RD. 0.2 MI. TO TOP OF RIDGE
 CA1196'AND STATION.
 CA1196'
 CA1196'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 CA1196'0.2 FT., STAMPED ---FLAG-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2598 ***********************************************************************
 AX2598  DESIGNATION -  FLAG HILL ET
 AX2598  PID         -  AX2598
 AX2598  STATE/COUNTY-  TX/BASTROP
 AX2598  USGS QUAD   -  RED ROCK (1981)
 AX2598
 AX2598                         *CURRENT SURVEY CONTROL
 AX2598  ___________________________________________________________________
 AX2598* NAD 83(1993)-  29 54 39.09144(N)    097 24 58.57799(W)     ADJUSTED  
 AX2598* NAVD 88     -       223.5    (meters)     733.     (feet)  VERTCON   
 AX2598  ___________________________________________________________________
 AX2598  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AX2598  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2598
 AX2598  HORZ ORDER  -  THIRD
 AX2598
 AX2598.The horizontal coordinates were established by classical geodetic methods
 AX2598.and adjusted by the National Geodetic Survey in February 1996..
 AX2598
 AX2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2598
 AX2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2598
 AX2598.The geoid height was determined by GEOID03.
 AX2598
 AX2598;                    North         East     Units Scale Factor Converg.
 AX2598;SPC TX C     - 3,030,764.849   981,692.616   MT  1.00006130   +1 30 08.9
 AX2598;SPC TX C     - 9,943,434.34  3,220,769.86   sFT  1.00006130   +1 30 08.9
 AX2598;SPC TXSC     - 4,231,283.803   752,926.554   MT  0.99991361   +0 46 33.2
 AX2598;SPC TXSC     -13,882,136.94  2,470,226.54   sFT  0.99991361   +0 46 33.2
 AX2598;UTM  14      - 3,309,961.706   652,893.123   MT  0.99988842   +0 47 23.6
 AX2598
 AX2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2598!SPC TX C     -   0.99996902  x   1.00006130  =   1.00003031
 AX2598!SPC TXSC     -   0.99996902  x   0.99991361  =   0.99988263
 AX2598!UTM  14      -   0.99996902  x   0.99988842  =   0.99985744
 AX2598
 AX2598:                Primary Azimuth Mark                     Grid Az
 AX2598:SPC TX C     -  CROUCH ET                                199 58 20.9
 AX2598:SPC TXSC     -  CROUCH ET                                200 41 56.6
 AX2598:UTM  14      -  CROUCH ET                                200 41 06.2
 AX2598
 AX2598|---------------------------------------------------------------------|
 AX2598| PID    Reference Object                     Distance      Geod. Az  |
 AX2598|                                                           dddmmss.s |
 AX2598| AX2597 CROUCH ET                           APPROX. 9.5 KM 2012829.8 |
 AX2598| AX2626 NEW LOCKHART WT SEC                 APPROX.26.2 KM 2605021.9 |
 AX2598| AX2628 OLD LOCKHART WT SEC                 APPROX.25.7 KM 2644923.0 |
 AX2598|---------------------------------------------------------------------|
 AX2598
 AX2598                          SUPERSEDED SURVEY CONTROL
 AX2598
 AX2598  NAD 83(1986)-  29 54 39.10435(N)    097 24 58.56321(W) AD(       ) 3
 AX2598  NAD 27      -  29 54 38.30296(N)    097 24 57.58252(W) AD(       ) 3
 AX2598  NGVD 29 (07/19/86)  223.4    (m)          733.     (f) VERT ANG       
 AX2598
 AX2598.Superseded values are not recommended for survey control.
 AX2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2598.See file dsdata.txt to determine how the superseded data were derived.
 AX2598
 AX2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU5289309962(NAD 83)
 AX2598_MARKER: DD = SURVEY DISK
 AX2598_SETTING: 0 = UNSPECIFIED SETTING
 AX2598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2598
 AX2598  HISTORY     - Date     Condition        Report By
 AX2598  HISTORY     - 1963     MONUMENTED       USGS
 AX2598
 AX2598                          STATION DESCRIPTION
 AX2598
 AX2598'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2598'STATION IS 16 MI. E. OF LOCKHART, 4.0 MI. SE. OF RED ROCK, ON THE
 AX2598'HIGHEST HILL IN THE VICINITY AND PROBABLY THE HIGHEST IN BASTROP
 AX2598'COUNTY.  THE FEATURE IS LOCALLY KNOWN AS FLAG HILL, AND WAS THE SITE
 AX2598'OF USGS STATION --HOG SPRINGS--.  --HOYE SPRING-- (NOT HOG SPRINGS)
 AX2598'IS AN EXISTANT HYDROGRAPHIC FEATURE ABOUT 1 MI. SE.
 AX2598'
 AX2598'THE LANDOWNER IS JOE BLAND OF AUSTIN, BUT THE RANCH IS FOR SALE AND
 AX2598'LOCAL INQUIRY REVEALED THAT A NEW OWNER MAY TAKE POSSESSION IN 1964.
 AX2598'
 AX2598'TO REACH THE STATION FROM THE POST OFFICE AT RED ROCK, DRIVE E. 200
 AX2598'FT. AND TURN RIGHT ON OILED RD., CONTINUE SE. ON OILED RD. (STAYING
 AX2598'W. OF RAILROAD) 2.8 MI. TO THE END OF PUBLIC RD. AND A RANCH HOUSE ON
 AX2598'RIGHT.  TURN RIGHT BEFORE REACHING HOUSE AND AFTER GETTING PERMISSION
 AX2598'FROM MRS. PETTY, DRIVE SW. 100 YDS. TO AN ALUMINUM GATE.  FROM GATE
 AX2598'CONTINUE ON PASTURE RD. 1.8 MI. SW. ALONG LEFT SIDE OF A FENCE TO A
 AX2598'CROSSROAD.  TURN 90 DEGREES LEFT AND DRIVE 0.4 MI. SE. ON GOOD
 AX2598'PASTURE RD. TO THE TOP OF FLAG HILL AND STATION SITE.  THE ENTIRE
 AX2598'ROUTE FROM THE RANCH HOUSE IS ALTERNATING SAND AND RED CLAY, AND
 AX2598'DURING WET OR EXTREMELY DRY WEATHER A FOUR-WHEEL DRIVE VEHICLE IS
 AX2598'ADVISED.
 AX2598'
 AX2598'STATION MARK--STANDARD TABLET IN ROUND CONCRETE POST PROJECTING 0.2
 AX2598'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0459 ***********************************************************************
 AM0459  DESIGNATION -  FLAG LAKE
 AM0459  PID         -  AM0459
 AM0459  STATE/COUNTY-  TX/BRAZORIA
 AM0459  USGS QUAD   -  JONES CREEK (1974)
 AM0459
 AM0459                         *CURRENT SURVEY CONTROL
 AM0459  ___________________________________________________________________
 AM0459* NAD 83(1993)-  28 59 19.85346(N)    095 25 27.13108(W)     ADJUSTED  
 AM0459* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AM0459  ___________________________________________________________________
 AM0459  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AM0459  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AM0459
 AM0459  HORZ ORDER  -  SECOND
 AM0459
 AM0459.The horizontal coordinates were established by classical geodetic methods
 AM0459.and adjusted by the National Geodetic Survey in February 1996..
 AM0459
 AM0459.The orthometric height was scaled from a topographic map.
 AM0459
 AM0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0459
 AM0459.The geoid height was determined by GEOID03.
 AM0459
 AM0459;                    North         East     Units Scale Factor Converg.
 AM0459;SPC TXSC     - 4,133,388.428   948,363.515   MT  0.99988136   +1 45 06.6
 AM0459;SPC TXSC     -13,560,958.53  3,111,422.63   sFT  0.99988136   +1 45 06.6
 AM0459;UTM  15      - 3,209,172.483   263,819.809   MT  1.00028840   -1 10 31.5
 AM0459
 AM0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0459!SPC TXSC     -   1.00000354  x   0.99988136  =   0.99988490
 AM0459!UTM  15      -   1.00000354  x   1.00028840  =   1.00029194
 AM0459
 AM0459:                Primary Azimuth Mark                     Grid Az
 AM0459:SPC TXSC     -  DOW CHEM CO PLT B OVERPASS TK            079 43 22.5
 AM0459:UTM  15      -  DOW CHEM CO PLT B OVERPASS TK            082 39 00.6
 AM0459
 AM0459|---------------------------------------------------------------------|
 AM0459| PID    Reference Object                     Distance      Geod. Az  |
 AM0459|                                                           dddmmss.s |
 AM0459| AM0457 DOW CHEM CO PLT B OVERPASS TK       APPROX. 2.8 KM 0812829.1 |
 AM0459| AM0453 DOW CHEM PLT B TURN BASIN TK        APPROX. 4.0 KM 0845843.6 |
 AM0459| AM0454 DOW CHEM CO PLT B MAGNESIUM TK      APPROX. 3.7 KM 0952753.0 |
 AM0459| CV7160 FLAG LAKE AZ MK                                    0962646.8 |
 AM0459| CV7161 FLAG LAKE RM 1                       26.150 METERS 13647     |
 AM0459| CV7162 FLAG LAKE RM 2                       30.050 METERS 27903     |
 AM0459|---------------------------------------------------------------------|
 AM0459
 AM0459                          SUPERSEDED SURVEY CONTROL
 AM0459
 AM0459  NAD 83(1986)-  28 59 19.86311(N)    095 25 27.11002(W) AD(       ) 2
 AM0459  NAD 27      -  28 59 18.97300(N)    095 25 26.32000(W) AD(       ) 2
 AM0459
 AM0459.Superseded values are not recommended for survey control.
 AM0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0459.See file dsdata.txt to determine how the superseded data were derived.
 AM0459
 AM0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6382009172(NAD 83)
 AM0459_MARKER: DS = TRIANGULATION STATION DISK
 AM0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0459
 AM0459  HISTORY     - Date     Condition        Report By
 AM0459  HISTORY     - 1954     MONUMENTED       CGS
 AM0459
 AM0459                          STATION DESCRIPTION
 AM0459
 AM0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0459'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF VELASCO,
 AM0459'1.5 MILES SOUTH OF CLUTE, 1 MILE SOUTHEAST OF FLAG LAKE,
 AM0459'ALONG THE NORTHEAST BANK OF THE BRAZOS RIVER PROTECTION
 AM0459'LEVEE, AND ON PROPERTY OWNED BY THE DOW CHEMICAL COMPANY.
 AM0459'
 AM0459'REACHED FROM THE JUNCTION OF STATE HIGHWAY 288 AND FARM AND
 AM0459'MARKET ROAD 1605 AT THE SOUTHEAST EDGE OF CLUTE BY GOING
 AM0459'NORTHWESTERLY ON ROAD 1605 FOR 0.3 MILE TO A SIDE ROAD LEFT.
 AM0459'TURN LEFT, SOUTHERLY, AND GO 0.6 MILE TO A CROSS ROAD.  TURN
 AM0459'RIGHT, PASSING THROUGH A LOCKED GATE, AND FOLLOW A ROAD ON
 AM0459'TOP OF A LEVEE FOR 2.5 MILES TO THE BRAZOS RIVER PROTECTION
 AM0459'LEVEE AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT, PASSING
 AM0459'THROUGH A LOCKED GATE, AND GO 0.35 MILE TO THE STATION ON THE
 AM0459'RIGHT AS DESCRIBED.
 AM0459'
 AM0459'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0459'IS 151 FEET WEST OF A PIPE LINE, 60 FEET NORTH OF THE BRAZOS
 AM0459'RIVER PROTECTION LEVEE TOE, AND 4 FEET SOUTH OF A WITNESS
 AM0459'POST.  THE DISK IS STAMPED FLAG LAKE 1954, AND THE MARK PROJECTS
 AM0459'3 INCHES.
 AM0459'
 AM0459'REFERNCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0459'IS 90 FEET SOUTHWEST OF THE PIPE LINE AND 12 FEET NORTH OF THE
 AM0459'LEVEE TOE.  THE DISK IS STAMPED FLAG LAKE NO 1 1954, AND THE
 AM0459'MARK PROJECTS 5 INCHES.
 AM0459'
 AM0459'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AM0459'MONUMENT, IS 70 FEET NORTH OF THE LEVEE TOE.  THE DISK IS
 AM0459'STAMPED FLAG LAKE NO 2 1954, AND THE MARK PROJECTS 3 INCHES.
 AM0459'
 AM0459'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0459'IS 53 FEET NORTH OF THE BRAZOS RIVER PROTECTION LEVEE TOE,
 AM0459'2 FEET NORTHWEST OF A WITNESS POST, AND 1.5 FEET WEST OF
 AM0459'A WIRE FENCE.  THE DISK IS STAMPED FLAG LAKE 1954, AND THE
 AM0459'MARK PROJECTS 4 INCHES.
 AM0459'
 AM0459'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1142 ***********************************************************************
 CR1142  DESIGNATION -  FLANAGAN
 CR1142  PID         -  CR1142
 CR1142  STATE/COUNTY-  TX/RUSK
 CR1142  USGS QUAD   -  ELDERVILLE (1983)
 CR1142
 CR1142                         *CURRENT SURVEY CONTROL
 CR1142  ___________________________________________________________________
 CR1142* NAD 83(1993)-  32 17 12.64677(N)    094 39 25.81176(W)     ADJUSTED  
 CR1142* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 CR1142  ___________________________________________________________________
 CR1142  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CR1142  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR1142
 CR1142  HORZ ORDER  -  SECOND
 CR1142
 CR1142.The horizontal coordinates were established by classical geodetic methods
 CR1142.and adjusted by the National Geodetic Survey in February 1996..
 CR1142
 CR1142.The orthometric height was scaled from a topographic map.
 CR1142
 CR1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1142
 CR1142.The geoid height was determined by GEOID03.
 CR1142
 CR1142;                    North         East     Units Scale Factor Converg.
 CR1142;SPC TXNC     - 2,075,392.720   961,891.216   MT  0.99996102   +2 05 45.1
 CR1142;SPC TXNC     - 6,809,017.62  3,155,804.76   sFT  0.99996102   +2 05 45.1
 CR1142;UTM  15      - 3,573,436.808   343,951.304   MT  0.99990030   -0 53 07.3
 CR1142
 CR1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1142!SPC TXNC     -   0.99998734  x   0.99996102  =   0.99994836
 CR1142!UTM  15      -   0.99998734  x   0.99990030  =   0.99988764
 CR1142
 CR1142:                Primary Azimuth Mark                     Grid Az
 CR1142:SPC TXNC     -  FLANAGAN AZ MK                           031 56 12.1
 CR1142:UTM  15      -  FLANAGAN AZ MK                           034 55 04.5
 CR1142
 CR1142|---------------------------------------------------------------------|
 CR1142| PID    Reference Object                     Distance      Geod. Az  |
 CR1142|                                                           dddmmss.s |
 CR1142| CX5806 FLANAGAN AZ MK                                     0340157.2 |
 CR1142| CX5807 FLANAGAN RM 1                        23.095 METERS 13644     |
 CR1142| CX5808 FLANAGAN RM 2                        21.604 METERS 23457     |
 CR1142|---------------------------------------------------------------------|
 CR1142
 CR1142                          SUPERSEDED SURVEY CONTROL
 CR1142
 CR1142  NAD 83(1986)-  32 17 12.65547(N)    094 39 25.80016(W) AD(       ) 2
 CR1142  NAD 27      -  32 17 12.09400(N)    094 39 25.04630(W) AD(       ) 2
 CR1142
 CR1142.Superseded values are not recommended for survey control.
 CR1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1142.See file dsdata.txt to determine how the superseded data were derived.
 CR1142
 CR1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR4395173437(NAD 83)
 CR1142_MARKER: DS = TRIANGULATION STATION DISK
 CR1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1142
 CR1142  HISTORY     - Date     Condition        Report By
 CR1142  HISTORY     - 1958     MONUMENTED       CGS
 CR1142  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 CR1142
 CR1142                          STATION DESCRIPTION
 CR1142
 CR1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1142'THE STATION IS LOCATED ON A BARE KNOLL ABOUT 12 MILES NORTHEAST
 CR1142'OF HENDERSON AND 9 MILES WEST-SOUTHWEST OF TATUM ON THE WEST
 CR1142'RIGHT OF WAY OF A FARM ROAD.  IT IS 47 FEET EAST-NORTHEAST
 CR1142'OF AN OLD WELL AND 30 FEET WEST-SOUTHWEST OF THE CENTER OF
 CR1142'A GRADED ROAD.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE
 CR1142'OF THE GROUND AND IS STAMPED FLANAGAN 1958.
 CR1142'
 CR1142'REFERENCE MARK NO. 1 IS 32 FEET WEST-SOUTHWEST OF THE CENTER
 CR1142'OF A GRADED ROAD AND 24 FEET SOUTHEAST OF A SMALL CLUMP OF
 CR1142'SHRUBERY.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 CR1142'GROUND AND IS STAMPED FLANAGAN NO 1 1958.
 CR1142'
 CR1142'REFERENCE MARK NO. 2 IS 102 FEET WEST-SOUTHWEST OF THE CENTER
 CR1142'OF A GRADED ROAD AND 30 FEET WEST-SOUTHWEST OF AN OLD WELL.
 CR1142'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND
 CR1142'IS STAMPED FLANAGAN NO 2 1958.
 CR1142'
 CR1142'THE AZIMUTH MARK IS 41 FEET WEST-NORTHWEST OF THE CENTER OF FARM
 CR1142'ROAD 782, 2 FEET NORTHEAST OF A WHITE WITNESS POST, 1 FOOT
 CR1142'SOUTH-SOUTHWEST OF A TELEPHONE POLE AND 1 FOOT EAST-SOUTHEAST OF
 CR1142'A FENCE.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 CR1142'GROUND AND IS STAMPED FLANAGAN 1958.
 CR1142'
 CR1142'TO REACH THE STATION FROM THE POST OFFICE IN TATUM GO WESTERLY
 CR1142'FOR 0.25 MILE TO A CROSS ROADS AND THE JUNCTION WITH TEXAS STATE
 CR1142'HIGHWAY 149.  TURN RIGHT ON TEXAS STATE HIGHWAY 149 AND GO 0.2
 CR1142'MILE TO THE JUNCTION WITH FARM ROAD 1797.  TURN LEFT ON FARM ROAD
 CR1142'1797 AND GO 6.4 MILES TO A REVERSE Y AND THE JUNCTION WITH FARM
 CR1142'ROAD 782.  CONTINUE STRAIGHT AHEAD ON FARM ROAD 782 AND GO
 CR1142'1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CR1142'FROM THE AZIMUTH MARK CONTINUE STRAIGHT AHEAD ON FARM ROAD 782
 CR1142'AND GO 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT ON THE GRADED
 CR1142'ROAD AND GO 0.1 MILE TO THE HIGHEST PART OF THE KNOLL AND THE
 CR1142'STATION ON THE RIGHT AS DESCRIBED.
 CR1142'
 CR1142'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 CR1142
 CR1142                          STATION RECOVERY (1980)
 CR1142
 CR1142'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (GB)
 CR1142'FOUND AZIMUTH MONUMENT.
 CR1142'
 CR1142'DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES NORTHEAST OF
 CR1142'HENDERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1092 ***********************************************************************
 CU1092  DESIGNATION -  FLANAGAN
 CU1092  PID         -  CU1092
 CU1092  STATE/COUNTY-  TX/HOWARD
 CU1092  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU1092
 CU1092                         *CURRENT SURVEY CONTROL
 CU1092  ___________________________________________________________________
 CU1092* NAD 83(1993)-  32 12 57.62108(N)    101 24 06.41191(W)     ADJUSTED  
 CU1092* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 CU1092  ___________________________________________________________________
 CU1092  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 CU1092  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CU1092
 CU1092  HORZ ORDER  -  SECOND
 CU1092
 CU1092.The horizontal coordinates were established by classical geodetic methods
 CU1092.and adjusted by the National Geodetic Survey in February 1996..
 CU1092
 CU1092.The orthometric height was scaled from a topographic map.
 CU1092
 CU1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1092
 CU1092.The geoid height was determined by GEOID03.
 CU1092
 CU1092;                    North         East     Units Scale Factor Converg.
 CU1092;SPC TXNC     - 2,064,695.419   326,487.135   MT  0.99997813   -1 34 57.4
 CU1092;SPC TXNC     - 6,773,921.55  1,071,149.88   sFT  0.99997813   -1 34 57.4
 CU1092;UTM  14      - 3,566,908.886   273,643.576   MT  1.00023190   -1 16 51.5
 CU1092
 CU1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1092!SPC TXNC     -   0.99986894  x   0.99997813  =   0.99984707
 CU1092!UTM  14      -   0.99986894  x   1.00023190  =   1.00010081
 CU1092
 CU1092|---------------------------------------------------------------------|
 CU1092| PID    Reference Object                     Distance      Geod. Az  |
 CU1092|                                                           dddmmss.s |
 CU1092| CH9366 FLANAGAN RM 2                        11.851 METERS 02057     |
 CU1092| CU1103 COAHOMA MUN TANK                    APPROX.13.3 KM 0444425.0 |
 CU1092| CH9365 FLANAGAN RM 1                        13.129 METERS 10658     |
 CU1092| CH9364 FLANAGAN AZ MK                                     2250956.8 |
 CU1092| CU1093 UNIDENTIFIED MST NE WILLIAMS        APPROX. 3.3 KM 2351837.7 |
 CU1092|---------------------------------------------------------------------|
 CU1092
 CU1092                          SUPERSEDED SURVEY CONTROL
 CU1092
 CU1092  NAD 83(1986)-  32 12 57.62656(N)    101 24 06.40384(W) AD(       ) 2
 CU1092  NAD 27      -  32 12 57.18704(N)    101 24 04.96082(W) AD(       ) 2
 CU1092
 CU1092.Superseded values are not recommended for survey control.
 CU1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1092.See file dsdata.txt to determine how the superseded data were derived.
 CU1092
 CU1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA7364466909(NAD 83)
 CU1092_MARKER: DS = TRIANGULATION STATION DISK
 CU1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1092
 CU1092  HISTORY     - Date     Condition        Report By
 CU1092  HISTORY     - 1968     MONUMENTED       CGS
 CU1092
 CU1092                          STATION DESCRIPTION
 CU1092
 CU1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1092'STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF COAHOMA, 5.0
 CU1092'MILES SOUTHEAST OF BIG SPRING, NEAR THE NORTH END OF A MESA AND
 CU1092'ABOUT 0.1 MILE SOUTH OF WHERE A POWERLINE TOPS THE NORTH END
 CU1092'OF THE MESA.
 CU1092'
 CU1092'TO REACH FROM THE JUNCTION OF INTERSTATE 20 AND FARM ROAD 820
 CU1092'IN COAHOMA, GO SOUTH AND WEST ON FARM ROAD 820 FOR 4.6 MILES TO A
 CU1092'FOUR-WAY STOP, TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 2.2 MILES
 CU1092'TO A RED BOARD GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH THE
 CU1092'GATE AND GO SOUTH-SOUTHWEST ON A GRAVEL ROAD FOR 2.0 MILES TO A
 CU1092'RED BOARD GATE, PASS THROUGH THE GATE, TURN LEFT AND GO SOUTH ON
 CU1092'THE ROAD FOR 0.3 MILE TO A RED BOARD GATE, PASS THROUGH
 CU1092'THE GATE INTO THE RANCH YARD, BEAR LEFT AND GO SOUTH FOR ABOUT
 CU1092'0.05 MILE TO THE FIRST RED BOARD GATE EAST OF THE RANCH
 CU1092'HOUSE, PASS THROUGH THE GATE AND FOLLOW TRACK ROAD WESTERLY
 CU1092'FOR 0.05 MILE TO AN ALUMINUM GATE, PASS THROUGH THE GATE AND GO
 CU1092'WESTERLY ON A TRACK ROAD FOR 0.9 MILE TO A FORK, TAKE THE
 CU1092'RIGHT FORK ON A TRACK ROAD FOR 0.4 MILE TO A RED BOARD GATE,
 CU1092'PASS THROUGH THE GATE AND CONTINUE WESTERLY ON THE TRACK
 CU1092'ROAD FOR 0.3 MILE TO A DIM CROSSROAD JUST BELOW A POWERLINE,
 CU1092'CONTINUE WEST ONTHE TRACK ROAD FOR 0.15 MILE TO A POINT WHERE THE
 CU1092'ROAD IS WASHED OUT, BEAR LEFT AND CONTINUE WESTERLY ON
 CU1092'THE TRACK ROAD FOR 0.7 MILE TO THE TOP OF A MESA, CONTINUE
 CU1092'WESTERLY ON THE TRACK ROAD FOR 0.2 MILE TO A DIM
 CU1092'CROSSROAD.  (TO REACH THE AZIMUTH MARK TURN LEFT AND GO SOUTHERLY
 CU1092'ON A TRACK ROAD FOR 0.1 MILE TO A GATE IN A NORTH-SOUTH FENCE AND
 CU1092'THE MARK.) TURN SHARP RIGHT AND GO NORTHERLY ON A TRACK ROAD FOR
 CU1092'0.2 MILE TO THE STATION ON THE LEFT.
 CU1092'
 CU1092'STATION MARK IS A STANDARD DISK, STAMPED FLANAGAN 1968, SET IN
 CU1092'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 CU1092'THE GROUND SURFACE.  IT IS 14.0 FEET WEST OF THE CENTER OF THE
 CU1092'ROAD AND 10.4 FEET EAST OF A WOODEN WITNESS POST.
 CU1092'
 CU1092'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLANAGAN NO 1 1968,
 CU1092'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 CU1092'ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 28.0 FEET EAST OF
 CU1092'THE CENTER OF THE ROAD AND ABOUT THE SAME ELEVATION AS THE
 CU1092'STATION.
 CU1092'
 CU1092'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLANAGAN NO 2 1968,
 CU1092'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH
 CU1092'THE SURFACE.  IT IS 41.0 FEET NORTH OF THE WITNESS POST, 21.0
 CU1092'FEET WEST OF THE CENTER OF THE ROAD AND ABOUT THE SAME ELEVATION
 CU1092'AS THE STATION.
 CU1092'
 CU1092'AZIMUTH MARK IS A STANDARD DISK, STAMPED FLANAGAN 1968, SET IN
 CU1092'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 CU1092'ABOVE THE GROUND.  IT IS 2.4 FEET NORTH OF THE NORTH GATE POST OF
 CU1092'A GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6394 ***********************************************************************
 AW6394  DESIGNATION -  FLANDERS 1850
 AW6394  PID         -  AW6394
 AW6394  STATE/COUNTY-  TX/GALVESTON
 AW6394  USGS QUAD   -  LEAGUE CITY (1995)
 AW6394
 AW6394                         *CURRENT SURVEY CONTROL
 AW6394  ___________________________________________________________________
 AW6394* NAD 83(1993)-  29 32 13.64029(N)    095 00 46.63892(W)     ADJUSTED  
 AW6394* NAVD 88     -         5.28   (+/-2cm)      17.3    (feet)  VERTCON   
 AW6394  ___________________________________________________________________
 AW6394  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6394  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW6394
 AW6394  HORZ ORDER  -  THIRD
 AW6394  VERT ORDER  -  THIRD ? (See Below)
 AW6394
 AW6394.The horizontal coordinates were established by classical geodetic methods
 AW6394.and adjusted by the National Geodetic Survey in February 1996..
 AW6394
 AW6394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6394.The vertical order pertains to the NGVD 29 superseded value.
 AW6394
 AW6394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6394
 AW6394.The geoid height was determined by GEOID03.
 AW6394
 AW6394;                    North         East     Units Scale Factor Converg.
 AW6394;SPC TXSC     - 4,195,411.265   986,342.538   MT  0.99986945   +1 57 11.9
 AW6394;SPC TXSC     -13,764,445.13  3,236,025.48   sFT  0.99986945   +1 57 11.9
 AW6394;UTM  15      - 3,269,186.214   304,939.706   MT  1.00006949   -0 59 33.6
 AW6394
 AW6394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6394!SPC TXSC     -   1.00000341  x   0.99986945  =   0.99987286
 AW6394!UTM  15      -   1.00000341  x   1.00006949  =   1.00007290
 AW6394
 AW6394                          SUPERSEDED SURVEY CONTROL
 AW6394
 AW6394  NAD 83(1986)-  29 32 13.65658(N)    095 00 46.61998(W) AD(       ) 3
 AW6394  NAD 27      -  29 32 12.83817(N)    095 00 45.88089(W) AD(       ) 3
 AW6394  NGVD 29 (07/19/86)    5.28   (m)           17.3    (f) LEVELING    3  
 AW6394
 AW6394.Superseded values are not recommended for survey control.
 AW6394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6394.See file dsdata.txt to determine how the superseded data were derived.
 AW6394
 AW6394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0494069186(NAD 83)
 AW6394_MARKER: DD = SURVEY DISK
 AW6394_SETTING: 0 = UNSPECIFIED SETTING
 AW6394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6394
 AW6394  HISTORY     - Date     Condition        Report By
 AW6394  HISTORY     - 1850     MONUMENTED       USE
 AW6394  HISTORY     - 1932     SEE DESCRIPTION  CGS
 AW6394  HISTORY     - 1955     MARK NOT FOUND   USGS
 AW6394  HISTORY     - 1961     MARK NOT FOUND   CGS
 AW6394  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AW6394  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AW6394
 AW6394                          STATION DESCRIPTION
 AW6394
 AW6394'DESCRIBED BY US ENGINEERS 1850 (RDC)
 AW6394'ABOUT 1 MILE S OF CLEAR CREEK, ABOUT 90 METERS SE OF THE
 AW6394'SE CORNER OF BRADFORDS FENCE AND GROVE, ON A HEAD OF LAND
 AW6394'WITH A LARGE GULLY 25 METERS TO THE N AND A SMALL GULLY
 AW6394'50 METERS TO THE S, 10 METERS FROM THE TOP OF THE BLUFF,
 AW6394'22 METERS FROM THE SHELL BEACH, AND 17 METERS FROM THE ARROYO
 AW6394'TOWARD BRADFORDS HOUSE.
 AW6394'
 AW6394'STATION IS MARKED BY A U.S.E. STANDARD STATION DISK.
 AW6394'
 AW6394'THE REFERENCE MARK IS (A STANDARD
 AW6394'REFERENCE DISK SET IN THE TOP OF A 4-INCH TILE OR A LENGTH OF
 AW6394'STONE PIPE FILLED WITH AND SET IN CONCRETE).  IT IS 29.48
 AW6394'METERS FROM THE STATION S 37 DEG 49 MIN W.
 AW6394
 AW6394                          STATION RECOVERY (1932)
 AW6394
 AW6394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6394'IN THE LOCALITY OF KEMAH, ON THE W SHORE OF GALVESTON BAY,
 AW6394'ABOUT 8 MILES S OF LA PORTE, AND 1 MILE S OF CLEAR CREEK.
 AW6394'IT IS 125 METERS SE OF THE BRADFORD RESIDENCE, 9.5 METERS
 AW6394'SW OF A BLUFF AT THE BAY SHORE, 115 METERS NW OF THE SUMMER
 AW6394'HOME OF MR. KING OF HOUSTON, AND 15 METERS SE OF A LARGE
 AW6394'GULLY.
 AW6394'
 AW6394'STATION IS A U.S.E. CAP ON A 2-INCH IRON PIPE.
 AW6394
 AW6394                          STATION RECOVERY (1955)
 AW6394
 AW6394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AW6394'E.A. HANSON OF KEMAH, TEXAS REPORTS THE STATION HAS BEEN
 AW6394'DESTROYED.
 AW6394
 AW6394                          STATION RECOVERY (1961)
 AW6394
 AW6394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6394'STATION WAS REPORTED LOST IN 1955 RECOVERY NOTE.  THE AREA
 AW6394'WAS SEARCHED BUT THE MARK WAS NOT FOUND.  IT HAS PROBABLY BEEN
 AW6394'DESTROYED BY EROSION.
 AW6394
 AW6394                          STATION RECOVERY (2004)
 AW6394
 AW6394'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6394'MARK NOT FOUND.
 AW6394
 AW6394                          STATION RECOVERY (2005)
 AW6394
 AW6394'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW6394'GP SHOWS IT TO BE ABOUT 12 FEET FROM THE EDGE OF THE SHORE. CONSIDER
 AW6394'IT AS WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0624 ***********************************************************************
 BN0624  DESIGNATION -  FLAT
 BN0624  PID         -  BN0624
 BN0624  STATE/COUNTY-  TX/HAYS
 BN0624  USGS QUAD   -  HENLY (1986)
 BN0624
 BN0624                         *CURRENT SURVEY CONTROL
 BN0624  ___________________________________________________________________
 BN0624* NAD 83(1993)-  30 11 32.46509(N)    098 14 10.00490(W)     ADJUSTED  
 BN0624* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 BN0624  ___________________________________________________________________
 BN0624  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 BN0624  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 BN0624
 BN0624  HORZ ORDER  -  SECOND
 BN0624
 BN0624.The horizontal coordinates were established by classical geodetic methods
 BN0624.and adjusted by the National Geodetic Survey in February 1996..
 BN0624
 BN0624.The orthometric height was scaled from a topographic map.
 BN0624
 BN0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0624
 BN0624.The geoid height was determined by GEOID03.
 BN0624
 BN0624;                    North         East     Units Scale Factor Converg.
 BN0624;SPC TXSC     - 4,261,691.168   673,559.747   MT  0.99997499   +0 22 27.3
 BN0624;SPC TXSC     -13,981,898.44  2,209,837.27   sFT  0.99997499   +0 22 27.3
 BN0624;SPC TX C     - 3,060,179.925   901,945.790   MT  0.99998066   +1 04 48.7
 BN0624;SPC TX C     -10,039,940.30  2,959,133.81   sFT  0.99998066   +1 04 48.7
 BN0624;UTM  14      - 3,340,346.287   573,533.770   MT  0.99966671   +0 23 03.0
 BN0624
 BN0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0624!SPC TXSC     -   0.99993566  x   0.99997499  =   0.99991065
 BN0624!SPC TX C     -   0.99993566  x   0.99998066  =   0.99991632
 BN0624!UTM  14      -   0.99993566  x   0.99966671  =   0.99960239
 BN0624
 BN0624:                Primary Azimuth Mark                     Grid Az
 BN0624:SPC TXSC     -  FLAT AZ MK                               095 46 00.3
 BN0624:SPC TX C     -  FLAT AZ MK                               095 03 38.9
 BN0624:UTM  14      -  FLAT AZ MK                               095 45 24.6
 BN0624
 BN0624|---------------------------------------------------------------------|
 BN0624| PID    Reference Object                     Distance      Geod. Az  |
 BN0624|                                                           dddmmss.s |
 BN0624| CV3978 FLAT AZ MK                                         0960827.6 |
 BN0624| CV3979 FLAT RM 1                            12.868 METERS 10702     |
 BN0624| CV3980 FLAT RM 2                             7.593 METERS 29532     |
 BN0624|---------------------------------------------------------------------|
 BN0624
 BN0624                          SUPERSEDED SURVEY CONTROL
 BN0624
 BN0624  NAD 83(1986)-  30 11 32.47642(N)    098 14 09.98859(W) AD(       ) 2
 BN0624  NAD 27      -  30 11 31.73940(N)    098 14 08.93440(W) AD(       ) 2
 BN0624
 BN0624.Superseded values are not recommended for survey control.
 BN0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0624.See file dsdata.txt to determine how the superseded data were derived.
 BN0624
 BN0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU7353440346(NAD 83)
 BN0624_MARKER: DS = TRIANGULATION STATION DISK
 BN0624_SETTING: 66 = SET IN ROCK OUTCROP
 BN0624
 BN0624  HISTORY     - Date     Condition        Report By
 BN0624  HISTORY     - 1956     MONUMENTED       CGS
 BN0624  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 BN0624
 BN0624                          STATION DESCRIPTION
 BN0624
 BN0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0624'THE STATION IS LOCATED ABOUT 12 MILES EAST-SOUTHEAST OF
 BN0624'JOHNSON CITY, ABOUT 1.5 MILES SOUTHWEST OF HENLY, ABOUT 100
 BN0624'YARDS EAST OF THE BLANCO-HAYS COUNTY LINE, 306 FEET SOUTH
 BN0624'OF THE CENTERLINE OF U.S. HIGHWAY 290, 9 FEET SOUTH OF A ROCK
 BN0624'LEDGE AND 6 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST.
 BN0624'
 BN0624'TO REACH FROM THE HENLY POST OFFICE.  GO WESTERLY, ON U.S.
 BN0624'HIGHWAY 290, FOR 1.45 MILES TO THE STATION ON THE SECOND ROCKY
 BN0624'LEDGE TO THE SOUTH.
 BN0624'
 BN0624'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 BN0624'IS STAMPED FLAT 1956.
 BN0624'
 BN0624'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A ROCK LEDGE AND 1 FOOT
 BN0624'HIGHER THAN THE STATION.  IT IS FLUSH WITH THE SURFACE OF THE
 BN0624'GROUND AND IS STAMPED FLAT NO 1 1956.
 BN0624'
 BN0624'REFERENCE MARK 2 IS 5 FEET SOUTH OF A ROCK LEDGE AND 1
 BN0624'FOOT LOWER THAN THE STATION.  IT IS FLUSH WITH THE SURFACE
 BN0624'OF THE GROUND AND IS STAMPED FLAT NO 2 1956.
 BN0624'
 BN0624'THE AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTERLINE OF U.S.
 BN0624'HIGHWAY 290, 5 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST,
 BN0624'4 FEET NORTH OF A WIRE FENCE AND 1 FOOT NORTH OF TELEPHONE
 BN0624'POLE 980.  TO REACH FROM THE STATION.  GO EASTERLY, ON U.S.
 BN0624'HIGHWAY 290, FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT
 BN0624'HAND SIDE OF THE ROAD.
 BN0624
 BN0624                          STATION RECOVERY (1999)
 BN0624
 BN0624'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1037 ***********************************************************************
 CA1037  DESIGNATION -  FLAT
 CA1037  PID         -  CA1037
 CA1037  STATE/COUNTY-  TX/BROWN
 CA1037  USGS QUAD   -  LAKE BROWNWOOD (1987)
 CA1037
 CA1037                         *CURRENT SURVEY CONTROL
 CA1037  ___________________________________________________________________
 CA1037* NAD 83(1993)-  31 48 53.13754(N)    099 02 52.65929(W)     ADJUSTED  
 CA1037* NAVD 88     -       456.     (meters)    1496.     (feet)  SCALED    
 CA1037  ___________________________________________________________________
 CA1037  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CA1037  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CA1037
 CA1037  HORZ ORDER  -  SECOND
 CA1037
 CA1037.The horizontal coordinates were established by classical geodetic methods
 CA1037.and adjusted by the National Geodetic Survey in February 1996..
 CA1037
 CA1037.The orthometric height was scaled from a topographic map.
 CA1037
 CA1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1037
 CA1037.The geoid height was determined by GEOID03.
 CA1037
 CA1037;                    North         East     Units Scale Factor Converg.
 CA1037;SPC TX C     - 3,238,839.823   821,697.571   MT  0.99998230   +0 39 43.4
 CA1037;SPC TX C     -10,626,093.65  2,695,852.78   sFT  0.99998230   +0 39 43.4
 CA1037;UTM  14      - 3,519,904.586   495,460.751   MT  0.99960025   -0 01 31.0
 CA1037
 CA1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1037!SPC TX C     -   0.99993249  x   0.99998230  =   0.99991480
 CA1037!UTM  14      -   0.99993249  x   0.99960025  =   0.99953277
 CA1037
 CA1037:                Primary Azimuth Mark                     Grid Az
 CA1037:SPC TX C     -  BROWN                                    021 38 56.5
 CA1037:UTM  14      -  BROWN                                    022 20 10.9
 CA1037
 CA1037|---------------------------------------------------------------------|
 CA1037| PID    Reference Object                     Distance      Geod. Az  |
 CA1037|                                                           dddmmss.s |
 CA1037| CA1038 BROWN                               APPROX. 5.3 KM 0221839.9 |
 CA1037| CV3976 FLAT RM 1                             5.420 METERS 19303     |
 CA1037| CV3977 FLAT RM 2                             5.798 METERS 30145     |
 CA1037|---------------------------------------------------------------------|
 CA1037
 CA1037                          SUPERSEDED SURVEY CONTROL
 CA1037
 CA1037  NAD 83(1986)-  31 48 53.14710(N)    099 02 52.64532(W) AD(       ) 2
 CA1037  NAD 27      -  31 48 52.60100(N)    099 02 51.45700(W) AD(       ) 2
 CA1037
 CA1037.Superseded values are not recommended for survey control.
 CA1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1037.See file dsdata.txt to determine how the superseded data were derived.
 CA1037
 CA1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA9546119905(NAD 83)
 CA1037_MARKER: DS = TRIANGULATION STATION DISK
 CA1037_SETTING: 66 = SET IN ROCK OUTCROP
 CA1037_SP_SET: PARTIALLY EXPOSED BEDROCK
 CA1037
 CA1037  HISTORY     - Date     Condition        Report By
 CA1037  HISTORY     - 1944     MONUMENTED       CGS
 CA1037
 CA1037                          STATION DESCRIPTION
 CA1037
 CA1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA1037'STATION IS LOCATED ABOUT 6.75 MILES N AND 4.0 MILES W OF
 CA1037'BROWNWOOD, 0.8 MILE SE OF THE OLD FLAT ROCK FORD, AND ABOUT
 CA1037'300 FEET W OF A GRADED DIRT ROAD.  THE MARK IS SET IN THE
 CA1037'SE SLOPE OF A PROMINENT ROCKY RIDGE AND 3 FEET N OF A WHITE
 CA1037'PAINTED 4- BY 4-INCH POST.
 CA1037'
 CA1037'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 CA1037'WITH THE GROUND.  IT IS STAMPED FLAT 1944.
 CA1037'
 CA1037'REFERENCE MARK 1 IS SW OF THE STATION.  IT IS A BRONZE REFERENCE
 CA1037'DISK SET IN BEDROCK ON THE E SLOPE OF THE RIDGE.  IT IS STAMPED
 CA1037'FLAT NO 1 1944.
 CA1037'
 CA1037'REFERENCE MARK 2 IS NW OF THE STATION AND IN THE E SLOPE
 CA1037'OF THE RIDGE.  IT IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CA1037'AND ABOUT 2 FEET HIGHER THAN THE STATION MARK.  IT IS STAMPED
 CA1037'FLAT NO 2 1944.
 CA1037'
 CA1037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CA1037'AND 283 IN THE N EDGE OF BROWNWOOD, GO W ON U.S. HIGHWAY
 CA1037'67 FOR 0.75 MILE TO THE JUNCTION WITH STATE HIGHWAY 279 RIGHT,
 CA1037'TURN RIGHT AND GO NE ON HIGHWAY 279 FOR 3.3 MILES TO A GRADED
 CA1037'DIRT RIGHT AT A SIGN RECREATION AREA.  TURN RIGHT AND FOLLOW
 CA1037'MAIN GRADED DIRT ROAD FOR 2.1 MILES TO A FORK, BEAR LEFT
 CA1037'AND FOLLOW MAIN-TRAVELED GRADED DIRT ROAD IN A NE DIRECTION
 CA1037'FOR 3.0 MILES TO A TRIANGULAR-BLAZED 8-INCH MESQUITE TREE
 CA1037'ON THE LEFT SIDE OF THE ROAD, AND END OF TRUCK TRAVEL.  FROM
 CA1037'THIS POINT CLIMB WIRE FENCE ON LEFT SIDE OF THE ROAD AND
 CA1037'PACK IN A W DIRECTION FOR ABOUT 300 FEET TO THE STATION
 CA1037'ON THE E SLOPE.
 CA1037'
 CA1037'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 CA1037'
 CA1037'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0825 ***********************************************************************
 DO0825  DESIGNATION -  FLAT
 DO0825  PID         -  DO0825
 DO0825  STATE/COUNTY-  TX/WILBARGER
 DO0825  USGS QUAD   -  LAKE ELECTRA (1966)
 DO0825
 DO0825                         *CURRENT SURVEY CONTROL
 DO0825  ___________________________________________________________________
 DO0825* NAD 83(1993)-  33 53 50.68895(N)    099 03 23.50847(W)     ADJUSTED  
 DO0825* NAVD 88     -       371.     (meters)    1217.     (feet)  SCALED    
 DO0825  ___________________________________________________________________
 DO0825  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 DO0825  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0825
 DO0825  HORZ ORDER  -  SECOND
 DO0825
 DO0825.The horizontal coordinates were established by classical geodetic methods
 DO0825.and adjusted by the National Geodetic Survey in February 1996..
 DO0825
 DO0825.The orthometric height was scaled from a topographic map.
 DO0825
 DO0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0825
 DO0825.The geoid height was determined by GEOID03.
 DO0825
 DO0825;                    North         East     Units Scale Factor Converg.
 DO0825;SPC TXNC     - 2,247,514.335   548,524.556   MT  0.99998142   -0 18 12.7
 DO0825;SPC TXNC     - 7,373,719.95  1,799,617.65   sFT  0.99998142   -0 18 12.7
 DO0825;UTM  14      - 3,750,782.934   494,773.297   MT  0.99960034   -0 01 53.5
 DO0825
 DO0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0825!SPC TXNC     -   0.99994619  x   0.99998142  =   0.99992761
 DO0825!UTM  14      -   0.99994619  x   0.99960034  =   0.99954655
 DO0825
 DO0825|---------------------------------------------------------------------|
 DO0825| PID    Reference Object                     Distance      Geod. Az  |
 DO0825|                                                           dddmmss.s |
 DO0825| CX7205 FLAT RM 1                            13.304 METERS 02624     |
 DO0825| CX7204 FLAT AZ MK                                         0731724.6 |
 DO0825| CX7206 FLAT RM 2                            14.804 METERS 29505     |
 DO0825|---------------------------------------------------------------------|
 DO0825
 DO0825                          SUPERSEDED SURVEY CONTROL
 DO0825
 DO0825  NAD 83(1993)-  33 53 50.68910(N)    099 03 23.50838(W) AD(       ) 2
 DO0825  NAD 83(1986)-  33 53 50.69502(N)    099 03 23.49777(W) AD(       ) 2
 DO0825  NAD 27      -  33 53 50.36082(N)    099 03 22.24335(W) AD(       ) 2
 DO0825
 DO0825.Superseded values are not recommended for survey control.
 DO0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0825.See file dsdata.txt to determine how the superseded data were derived.
 DO0825
 DO0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC9477350783(NAD 83)
 DO0825_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0825
 DO0825  HISTORY     - Date     Condition        Report By
 DO0825  HISTORY     - 1965     MONUMENTED       CGS
 DO0825
 DO0825                          STATION DESCRIPTION
 DO0825
 DO0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0825'THE STATION IS 13 MILES SOUTHWEST OF ELECTRA, 13 MILES NORTHWEST
 DO0825'OF DUNDEE, 7 MILES WEST OF U.S. HIGHWAY 283, ON PROPERTY OF THE
 DO0825'WAGGONER ESTATE.
 DO0825'
 DO0825'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND
 DO0825'FARM ROAD 1763, 12-1/2 MILES SOUTH-SOUTHEAST OF VERNON, GO
 DO0825'EAST-NORTHEAST ON HIGHWAY 1763 FOR 2.5 MILES TO THE JUNCTION OF
 DO0825'FARM ROAD 1811.  TURN RIGHT AND GO EAST-SOUTHEAST ON HIGHWAY 1811
 DO0825'FOR 8.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTHERLY ON A
 DO0825'GRAVEL ROAD FOR 1.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 DO0825'CONTINUE SOUTHERLY ON A GRAVEL ROAD FOR 2.2 MILES TO A FORK.
 DO0825'BEAR RIGHT AND CONTINUE SOUTH FOR 0.7 MILE TO THE AZIMUTH MARK ON
 DO0825'THE LEFT AT AN IRON PIPE GATE.  CONTINUE WEST AND SOUTH ON A
 DO0825'BLADED ROAD FOR 0.3 MILE TO A FORK.  BEAR LEFT AND CONTINUE
 DO0825'SOUTHERLY FOR 0.3 MILE TO AN IRON PIPE GATE AT TOP OF A RISE.
 DO0825'TURN RIGHT AND GO WEST ALONG FENCE FOR 150 FEET TO THE
 DO0825'STATION NEAR THE NORTHWEST CORNER OF FENCE.
 DO0825'
 DO0825'STATION MARK IS A STANDARD DISK STAMPED FLAT 1965, SET IN THE TOP
 DO0825'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3
 DO0825'INCHES ABOVE THE GROUND.  IT IS 146 FEET WEST OF THE WEST GATE
 DO0825'POST, 18.5 FEET NORTHEAST OF THE FENCE CORNER POST AND 10 FEET
 DO0825'NORTH OF A METAL WITNESS POST IN FENCELINE.
 DO0825'
 DO0825'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLAT NO 1 1965, IS
 DO0825'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0825'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 49.5 FEET NORTHEAST
 DO0825'OF THE FENCE CORNER POST.
 DO0825'
 DO0825'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FLAT NO 2 1965, IS
 DO0825'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0825'THAT PROJECTS 6 INCHES.  IT IS 30.5 FEET WEST OF THE CORNER FENCE
 DO0825'POST AND 19.5 FEET WEST-NORTHWEST OF FENCELINE.
 DO0825'
 DO0825'AZIMUTH MARK IS A STANDARD DISK STAMPED FLAT 1965, SET IN THE TOP
 DO0825'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 5
 DO0825'INCHES ABOVE THE GROUND.  IT IS 19 FEET WEST OF THE WEST GATE POST
 DO0825'OF AN IRON PIPE GATE, 2.5 FEET NORTH-NORTHEAST OF A METAL WITNESS
 DO0825'POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1382 ***********************************************************************
 DN1382  DESIGNATION -  FLAT
 DN1382  PID         -  DN1382
 DN1382  STATE/COUNTY-  TX/MONTAGUE
 DN1382  USGS QUAD   -  SAINT JO (1978)
 DN1382
 DN1382                         *CURRENT SURVEY CONTROL
 DN1382  ___________________________________________________________________
 DN1382* NAD 83(1993)-  33 43 37.69868(N)    097 31 28.11198(W)     ADJUSTED  
 DN1382* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 DN1382  ___________________________________________________________________
 DN1382  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 DN1382  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 DN1382
 DN1382  HORZ ORDER  -  SECOND
 DN1382
 DN1382.The horizontal coordinates were established by classical geodetic methods
 DN1382.and adjusted by the National Geodetic Survey in February 1996..
 DN1382
 DN1382.The orthometric height was scaled from a topographic map.
 DN1382
 DN1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1382
 DN1382.The geoid height was determined by GEOID03.
 DN1382
 DN1382;                    North         East     Units Scale Factor Converg.
 DN1382;SPC TXNC     - 2,228,911.731   690,404.211   MT  0.99994197   +0 31 55.4
 DN1382;SPC TXNC     - 7,312,687.90  2,265,101.15   sFT  0.99994197   +0 31 55.4
 DN1382;UTM  14      - 3,732,879.781   636,701.462   MT  0.99983038   +0 49 09.8
 DN1382
 DN1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1382!SPC TXNC     -   0.99994456  x   0.99994197  =   0.99988653
 DN1382!UTM  14      -   0.99994456  x   0.99983038  =   0.99977495
 DN1382
 DN1382|---------------------------------------------------------------------|
 DN1382| PID    Reference Object                     Distance      Geod. Az  |
 DN1382|                                                           dddmmss.s |
 DN1382| CY1846 FLAT RM 1                            34.841 METERS 02830     |
 DN1382| CY1847 FLAT RM 2                            19.179 METERS 15502     |
 DN1382| DN1383 SAINT JO MUNICIPAL TANK             APPROX. 3.5 KM 1751609.6 |
 DN1382| CY1845 FLAT AZ MK                                         1842715.2 |
 DN1382| DN1377 NOCONA MUNICIPAL TANK               APPROX.19.8 KM 2900117.1 |
 DN1382|---------------------------------------------------------------------|
 DN1382
 DN1382                          SUPERSEDED SURVEY CONTROL
 DN1382
 DN1382  NAD 83(1993)-  33 43 37.69907(N)    097 31 28.11042(W) AD(       ) 2
 DN1382  NAD 83(1986)-  33 43 37.70351(N)    097 31 28.10014(W) AD(       ) 2
 DN1382  NAD 27      -  33 43 37.32310(N)    097 31 27.01220(W) AD(       ) 2
 DN1382
 DN1382.Superseded values are not recommended for survey control.
 DN1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1382.See file dsdata.txt to determine how the superseded data were derived.
 DN1382
 DN1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3670132880(NAD 83)
 DN1382_MARKER: DS = TRIANGULATION STATION DISK
 DN1382_SETTING: 66 = SET IN ROCK OUTCROP
 DN1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1382+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 DN1382
 DN1382  HISTORY     - Date     Condition        Report By
 DN1382  HISTORY     - 1956     MONUMENTED       CGS
 DN1382  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN1382  HISTORY     - 20021107 GOOD             INDIV
 DN1382  HISTORY     - 20051010 GOOD             JCLS
 DN1382
 DN1382                          STATION DESCRIPTION
 DN1382
 DN1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1382'THE STATION IS ON TOP OF A LONG, ROCKY, NORTH-SOUTH RIDGE
 DN1382'ABOUT 3-1/2 MILES NORTH OF SAINT JO.  IT IS NEAR THE SOUTH END OF
 DN1382'THE RIDGE AND NOT ON THE HIGHEST PART AS THERE IS A GRADUAL
 DN1382'SLOPE TO THE NORTH FOR ABOUT 1-1/2 MILES TO HIGHER ELEVATION.
 DN1382'THE MARK IS 51.0 FEET WEST OF THE CENTER OF A TRACK ROAD THAT
 DN1382'PARALLELS FARM ROAD NO. 677, 19.0 FEET SOUTH OF THE CENTER
 DN1382'OF A WIRE GATE IN A PASTURE FENCE AND 14.5 FEET NORTHWEST OF
 DN1382'A T FENCE CORNER AND WITNESS POST.  THE SURFACE MARK IS ABOUT
 DN1382'6 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 DN1382'STAMPED FLAT 1956.
 DN1382'
 DN1382'NO UNDERGROUND MARK WAS ESTABLISHED DUE TO HARD BEDROCK CLOSE TO
 DN1382'THE SURFACE.
 DN1382'
 DN1382'REFERENCE MARK NO. 1 IS 27.0 FEET WEST OF THE CENTER OF A TRACK
 DN1382'ROAD AND 1.0 FOOT EAST OF THE PASTURE FENCE.  IT IS ABOUT 1
 DN1382'FOOT ABOVE THE ELEVATION OF THE STATION AND THE DISK IS STAMPED
 DN1382'FLAT NO 1 1956.
 DN1382'
 DN1382'REFERENCE MARK NO. 2 IS 13.0 FEET WEST OF THE CENTER OF A
 DN1382'TRACK ROAD AND 1.5 FEET NORTH OF A FENCE CORNER POST.  IT IS
 DN1382'ABOUT 1.5 FEET ABOVE THE ELEVATION OF THE STATION, IS SET
 DN1382'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 DN1382'FLAT NO 2 1956.
 DN1382'
 DN1382'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DN1382'NO. 2 IS 160.01 FEET.
 DN1382'
 DN1382'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF FARM ROAD NO.
 DN1382'677 ABOUT 0.2 MILE NORTH OF THE ENTRANCE INTO THE CITY DUMP,
 DN1382'39.0 FEET EAST OF THE CENTER OF FARM ROAD NO. 677, 2.0 FEET
 DN1382'NORTH OF A WITNESS POST, 1.5 FEET NORTHWEST OF A TELEPHONE POLE
 DN1382'AND 1.0 FOOT WEST OF A FENCE.  IT IS SET FLUSH WITH THE
 DN1382'SURFACE OF THE GROUND AND THE DISK IS STAMPED FLAT 1956
 DN1382'
 DN1382'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 DN1382'82 AND FARM ROAD NO. 677 AT THE SOUTHWEST CORNER OF THE
 DN1382'SQUARE IN SAINT JO, GO NORTH, NORTHWEST AND NORTHERLY ON
 DN1382'FARM ROAD NO. 677 TOWARDS ILLINOIS BEND FOR 1.95 MILES AND
 DN1382'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTHERLY
 DN1382'ON FARM ROAD NO. 677 FOR 0.3 MILE TO WHERE THE ROAD BREAKS
 DN1382'SHARP DOWN HILL AND A TRACK ROAD BEARS LEFT.  BEAR LEFT AND
 DN1382'TAKE THIS TRACK ROAD WHICH PARALLELS FARM ROAD NO. 677 ALONG
 DN1382'THE EDGE OF A BLUFF, NORTHERLY FOR ABOUT 0.15 MILE TO AN
 DN1382'OFFSET IN THE FENCE LINE ON THE LEFT AND THE STATION IN
 DN1382'THE CORNER OF THIS FENCE OFFSET ABOUT 25 PACES WEST AS
 DN1382'DESCRIBED.
 DN1382'
 DN1382'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DN1382
 DN1382                          STATION RECOVERY (1995)
 DN1382
 DN1382'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1382'MARK NOT FOUND.
 DN1382
 DN1382                          STATION RECOVERY (2002)
 DN1382
 DN1382'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KCL)
 DN1382'RECOVERED AS DESCRIBED. NO MARKER POST OR ABOVE-GROUND IDENTIFIERS.
 DN1382
 DN1382                          STATION RECOVERY (2005)
 DN1382
 DN1382'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 DN1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0908 ***********************************************************************
 BP0908  DESIGNATION -  FLAT
 BP0908  PID         -  BP0908
 BP0908  STATE/COUNTY-  TX/BREWSTER
 BP0908  USGS QUAD   -  ELAM MOUNTAIN (1972)
 BP0908
 BP0908                         *CURRENT SURVEY CONTROL
 BP0908  ___________________________________________________________________
 BP0908* NAD 83(1993)-  30 28 06.45203(N)    103 32 50.31730(W)     ADJUSTED  
 BP0908* NAVD 88     -      1397.     (meters)    4583.     (feet)  SCALED    
 BP0908  ___________________________________________________________________
 BP0908  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 BP0908  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 BP0908
 BP0908  HORZ ORDER  -  THIRD
 BP0908
 BP0908.The horizontal coordinates were established by classical geodetic methods
 BP0908.and adjusted by the National Geodetic Survey in February 1996..
 BP0908
 BP0908.The orthometric height was scaled from a topographic map.
 BP0908
 BP0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0908
 BP0908.The geoid height was determined by GEOID03.
 BP0908
 BP0908;                    North         East     Units Scale Factor Converg.
 BP0908;SPC TXSC     - 4,300,549.039   163,406.684   MT  1.00005873   -2 13 40.0
 BP0908;SPC TXSC     -14,109,384.64    536,110.10   sFT  1.00005873   -2 13 40.0
 BP0908;UTM  13      - 3,371,592.788   639,453.134   MT  0.99983991   +0 44 12.2
 BP0908
 BP0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0908!SPC TXSC     -   0.99978396  x   1.00005873  =   0.99984268
 BP0908!UTM  13      -   0.99978396  x   0.99983991  =   0.99962390
 BP0908
 BP0908:                Primary Azimuth Mark                     Grid Az
 BP0908:SPC TXSC     -  GILLION                                  106 33 57.0
 BP0908:UTM  13      -  GILLION                                  103 36 04.8
 BP0908
 BP0908|---------------------------------------------------------------------|
 BP0908| PID    Reference Object                     Distance      Geod. Az  |
 BP0908|                                                           dddmmss.s |
 BP0908| BP0907 GILLION                             APPROX.24.2 KM 1042017.0 |
 BP0908|---------------------------------------------------------------------|
 BP0908
 BP0908                          SUPERSEDED SURVEY CONTROL
 BP0908
 BP0908  NAD 83(1986)-  30 28 06.44411(N)    103 32 50.31471(W) AD(       ) 3
 BP0908  NAD 27      -  30 28 05.81300(N)    103 32 48.67700(W) AD(       ) 3
 BP0908
 BP0908.Superseded values are not recommended for survey control.
 BP0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0908.See file dsdata.txt to determine how the superseded data were derived.
 BP0908
 BP0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP3945371593(NAD 83)
 BP0908_MARKER: DD = SURVEY DISK
 BP0908_SETTING: 0 = UNSPECIFIED SETTING
 BP0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0908
 BP0908  HISTORY     - Date     Condition        Report By
 BP0908  HISTORY     - 1919     MONUMENTED       USGS
 BP0908
 BP0908                          STATION DESCRIPTION
 BP0908
 BP0908'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 BP0908'LOCATED ABOUT 9 MI. N. AND A LITTLE E. OF ALPINE, 3 MI. W. OF THE
 BP0908'ALPINE-FORT STOCKTON RD. AND ABOUT 2 MI. NW. OF JACKSON HARMON RANCH,
 BP0908'ON THE S. END OF A SHORT HIGH RIDGE CONSISTING OF THREE HILLS.
 BP0908'
 BP0908'STATION MARK - ALUMINUM TABLET ON HIGHEST PART OF HILL.
 BP0908'
 BP0908'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6180 ***********************************************************************
 AW6180  DESIGNATION -  FLAT 1930
 AW6180  PID         -  AW6180
 AW6180  STATE/COUNTY-  TX/CHAMBERS
 AW6180  USGS QUAD   -  MORGANS POINT (1993)
 AW6180
 AW6180                         *CURRENT SURVEY CONTROL
 AW6180  ___________________________________________________________________
 AW6180* NAD 83(1993)-  29 40 16.49012(N)    094 55 52.96306(W)     ADJUSTED  
 AW6180* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6180  ___________________________________________________________________
 AW6180  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6180  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6180
 AW6180  HORZ ORDER  -  THIRD
 AW6180
 AW6180.The horizontal coordinates were established by classical geodetic methods
 AW6180.and adjusted by the National Geodetic Survey in February 1996..
 AW6180
 AW6180.The orthometric height was scaled from a topographic map.
 AW6180
 AW6180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6180
 AW6180.The geoid height was determined by GEOID03.
 AW6180
 AW6180;                    North         East     Units Scale Factor Converg.
 AW6180;SPC TXSC     - 4,210,539.832   993,727.066   MT  0.99988041   +1 59 35.8
 AW6180;SPC TXSC     -13,814,079.43  3,260,252.88   sFT  0.99988041   +1 59 35.8
 AW6180;UTM  15      - 3,283,917.589   313,093.906   MT  1.00003105   -0 57 22.9
 AW6180
 AW6180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6180!SPC TXSC     -   1.00000411  x   0.99988041  =   0.99988452
 AW6180!UTM  15      -   1.00000411  x   1.00003105  =   1.00003516
 AW6180
 AW6180                          SUPERSEDED SURVEY CONTROL
 AW6180
 AW6180  NAD 83(1986)-  29 40 16.50671(N)    094 55 52.94406(W) AD(       ) 3
 AW6180  NAD 27      -  29 40 15.68509(N)    094 55 52.20562(W) AD(       ) 3
 AW6180
 AW6180.Superseded values are not recommended for survey control.
 AW6180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6180.See file dsdata.txt to determine how the superseded data were derived.
 AW6180
 AW6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1309483918(NAD 83)
 AW6180_MARKER: DS = TRIANGULATION STATION DISK
 AW6180_SETTING: 0 = UNSPECIFIED SETTING
 AW6180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6180
 AW6180  HISTORY     - Date     Condition        Report By
 AW6180  HISTORY     - 1930     MONUMENTED       CGS
 AW6180
 AW6180                          STATION DESCRIPTION
 AW6180
 AW6180'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6180'LOCATED ABOUT 1 MILE N OF POINT AT MESQUITE KNOLL, IN UPPER
 AW6180'GALVESTON BAY, ABOUT 3/4 MILE SE FROM LIGHTED BEACON AT THE
 AW6180'END OF CEDAR BAYOU JETTY.  STATION IS 150 METERS S FROM THE MOST
 AW6180'S PORTION OF CEDAR BAYOU CHANNEL AND IS 37.5 METERS FROM A WELL
 AW6180'DEFINED SHORELINE ON THE W.  IT IS ON A LOW FLAT MEADOW AND IS
 AW6180'ABOUT 200 METERS FROM A WOODED SLOPE ON THE E.  SEVENTY METERS
 AW6180'TO THE SE IS AN OLD WIRE FENCE.
 AW6180'
 AW6180'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6180'
 AW6180'REFERENCE MARK 1 IS 23.85 METERS FROM THE STATION N 85 DEG W.
 AW6180'AZIMUTH 275 DEG.
 AW6180'
 AW6180'REFERENCE MARK 2 IS 31.33 METERS FROM THE STATION S 11 DEG 25 MIN E.
 AW6180'AZIMUTH 168-3/4 DEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8378 ***********************************************************************
 AH8378  DESIGNATION -  FLAT 2
 AH8378  PID         -  AH8378
 AH8378  STATE/COUNTY-  TX/NUECES
 AH8378  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AH8378
 AH8378                         *CURRENT SURVEY CONTROL
 AH8378  ___________________________________________________________________
 AH8378* NAD 83(1993)-  27 41 41.78755(N)    097 11 01.57067(W)     ADJUSTED  
 AH8378* NAVD 88     -         1.0    (meters)       3.     (feet)  VERT ANG  
 AH8378  ___________________________________________________________________
 AH8378  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AH8378  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AH8378
 AH8378  HORZ ORDER  -  THIRD
 AH8378
 AH8378.The horizontal coordinates were established by classical geodetic methods
 AH8378.and adjusted by the National Geodetic Survey in August 1998..
 AH8378
 AH8378.The orthometric height was determined by vertical angle observations.
 AH8378
 AH8378.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8378
 AH8378.The geoid height was determined by GEOID03.
 AH8378
 AH8378;                    North         East     Units Scale Factor Converg.
 AH8378;SPC TX S     - 5,225,398.430   429,823.121   MT  0.99996789   +0 35 51.3
 AH8378;SPC TX S     -17,143,661.35  1,410,178.02   sFT  0.99996789   +0 35 51.3
 AH8378;UTM  14      - 3,064,729.719   679,093.882   MT  0.99999592   +0 50 39.6
 AH8378
 AH8378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8378!SPC TX S     -   1.00000394  x   0.99996789  =   0.99997183
 AH8378!UTM  14      -   1.00000394  x   0.99999592  =   0.99999986
 AH8378
 AH8378                          SUPERSEDED SURVEY CONTROL
 AH8378
 AH8378.No superseded survey control is available for this station.
 AH8378
 AH8378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7909464730(NAD 83)
 AH8378_MARKER: DD = SURVEY DISK
 AH8378_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8378_STAMPING: FLAT 2 1989
 AH8378_MARK LOGO: NOS   
 AH8378_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8378+STABILITY: SURFACE MOTION
 AH8378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8378+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8378
 AH8378  HISTORY     - Date     Condition        Report By
 AH8378  HISTORY     - 1989     MONUMENTED       NOS
 AH8378
 AH8378                          STATION DESCRIPTION
 AH8378
 AH8378'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8378'THE STATION IS LOCATED ON THE SW PART OF MUSTANG ISLAND NEAR THE SE
 AH8378'SHORE OF CORPUS CHRISTI BAY, NEAR THE NE BANK OF FISH PASS. TO REACH
 AH8378'THE STATION FROM THE INTERSECTION OF TEXAS HIGHWAY 358 AND PARK ROAD
 AH8378'53 ON PADRE ISLAND, GO NE ON PARK ROAD 53 FOR 5.4 MILES TO THE NE BANK
 AH8378'OF FISH PASS.  TURN LEFT AND GO NW FOR 1.2 MILE ALONG THE BANK OF FISH
 AH8378'PASS TO THE END OF THE DIRT ROAD AT THE BAY AND THE STATION ON THE
 AH8378'RIGHT. THE STATION IS AN ALUMINUM NOS DISK ATTACHED TO THE TOP OF A 42
 AH8378'INCH ALUMINUM ROD WHICH IN TURN IS SURROUNDED BY A MASS OF CONCRETE.
 AH8378'THE DISK AND THE ROD, EACH HAVE A BAR MAGNET INSIDE.  THE DISK IS
 AH8378'STAMPED ---FLAT 2 1989---, AND IS LOCATED APPROXIMATELY 50 METERS SE
 AH8378'FROM THE MHWL OF THE BAY, 47 METERS NE FROM THE NE BANK OF FISH PASS,
 AH8378'AND 32 METERS NE FROM THE CENTERLINE OF THE TRACK ROAD. DESCRIBED BY P
 AH8378'B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1023 ***********************************************************************
 CT1023  DESIGNATION -  FLAT RESET
 CT1023  PID         -  CT1023
 CT1023  STATE/COUNTY-  TX/EASTLAND
 CT1023  USGS QUAD   -  CISCO NORTH (1987)
 CT1023
 CT1023                         *CURRENT SURVEY CONTROL
 CT1023  ___________________________________________________________________
 CT1023* NAD 83(1993)-  32 29 49.16850(N)    098 53 15.42358(W)     ADJUSTED  
 CT1023* NAVD 88     -       496.9    (meters)    1630.     (feet)  VERTCON   
 CT1023  ___________________________________________________________________
 CT1023  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CT1023  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CT1023
 CT1023  HORZ ORDER  -  FIRST
 CT1023
 CT1023.The horizontal coordinates were established by classical geodetic methods
 CT1023.and adjusted by the National Geodetic Survey in February 1996..
 CT1023
 CT1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1023
 CT1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1023
 CT1023.The geoid height was determined by GEOID03.
 CT1023
 CT1023;                    North         East     Units Scale Factor Converg.
 CT1023;SPC TXNC     - 2,092,142.583   563,574.763   MT  0.99991915   -0 12 41.1
 CT1023;SPC TXNC     - 6,863,971.12  1,848,994.87   sFT  0.99991915   -0 12 41.1
 CT1023;UTM  14      - 3,595,531.153   510,557.458   MT  0.99960137   +0 03 37.4
 CT1023
 CT1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1023!SPC TXNC     -   0.99992648  x   0.99991915  =   0.99984564
 CT1023!UTM  14      -   0.99992648  x   0.99960137  =   0.99952788
 CT1023
 CT1023|---------------------------------------------------------------------|
 CT1023| PID    Reference Object                     Distance      Geod. Az  |
 CT1023|                                                           dddmmss.s |
 CT1023| CX7200 FLAT RM                              47.547 METERS 11759     |
 CT1023| CX7203 FLAT RM 3                                          1374209.1 |
 CT1023| CT1018 EASTLAND COURTHOUSE                 APPROX.12.4 KM 1482959.0 |
 CT1023| CT1019 EASTLAND SCHOOLHOUSE BELFRY         APPROX.12.4 KM 1494024.0 |
 CT1023| CX7201 FLAT RM 1                            24.276 METERS 16000     |
 CT1023| CT1025 CISCO STANDPIPE                     APPROX.14.9 KM 2171605.9 |
 CT1023| CX7202 FLAT RM 2                            25.697 METERS 28152     |
 CT1023| CX7199 FLAT AZ MK                                         3153023.6 |
 CT1023|---------------------------------------------------------------------|
 CT1023
 CT1023                          SUPERSEDED SURVEY CONTROL
 CT1023
 CT1023  NAD 83(1986)-  32 29 49.17183(N)    098 53 15.41136(W) AD(       ) 1
 CT1023  NAD 27      -  32 29 48.71300(N)    098 53 14.17400(W) AD(       ) 1
 CT1023  NGVD 29 (07/19/86)  496.8    (m)         1630.     (f) VERT ANG       
 CT1023
 CT1023.Superseded values are not recommended for survey control.
 CT1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1023.See file dsdata.txt to determine how the superseded data were derived.
 CT1023
 CT1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA1055795531(NAD 83)
 CT1023_MARKER: DS = TRIANGULATION STATION DISK
 CT1023_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CT1023_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CT1023
 CT1023  HISTORY     - Date     Condition        Report By
 CT1023  HISTORY     - 1935     MONUMENTED       CGS
 CT1023  HISTORY     - 1936     GOOD             CGS
 CT1023  HISTORY     - 1937     GOOD             CGS
 CT1023  HISTORY     - 1937     GOOD             TXHD
 CT1023  HISTORY     - 1957     GOOD             CGS
 CT1023  HISTORY     - 1975     GOOD             NGS
 CT1023
 CT1023                          STATION DESCRIPTION
 CT1023
 CT1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1023'THIS IS AN OLD U.S.C. AND G.S. SURVEY STATION AND IS ON THE
 CT1023'LAND OF MRS. EUNICE POWERS, 9 MILES NE OF CISCO, 8-1/4 MILES
 CT1023'NW OF EASTLAND AND IS ABOUT 1/2 MILE W OF T-67.  STATION IS
 CT1023'ON THE HIGHEST PART OF A PROMINENT BUT FLAT TOP RIDGE RUNNING
 CT1023'N AND S AND TOWARD N END.  THIS RIDGE IS COVERED WITH OIL
 CT1023'DERRICKS AND STATION IS 1/4 MILE NNE OF LARGE PUMPING STATION.
 CT1023'STATION MARK WAS FOUND IN BAD CONDITION BECAUSE IT HAD BEEN
 CT1023'TAMPERED WITH BUT UNDERGROUND MARK WAS FOUND IN GOOD CONDITION
 CT1023'SO SURFACE MARK WAS RESET BY RECONNAISSANCE PARTY.
 CT1023'
 CT1023'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING N-S FENCE S
 CT1023'230 YARDS, THEN RIGHT ON DIM TRAIL, PASS OIL DERRICK TO MAIN
 CT1023'ROAD.  FOLLOW MAIN ROAD NW THROUGH CATTLE GUARD AND N DOWN
 CT1023'STEEP GRADE TO POND ON LEFT.  MARK IS SET BETWEEN POND AND
 CT1023'BASE OF HILL TO LEFT OF POND.
 CT1023'
 CT1023'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 N AND
 CT1023'STATE HIGHWAY 67 IN BRECKENRIDGE, GO S ON STATE HIGHWAY 67 FOR
 CT1023'19.1 MILES, THEN TURN RIGHT OFF HIGHWAY AND THROUGH CATTLE
 CT1023'GUARD AND ON TO GRADE ROAD AT SMALL SHED AND FOUR MAIL-BOXES
 CT1023'ON LEFT AND GO 0.65 MILE.  THEN PASS THROUGH CATTLE GUARD AT
 CT1023'PUMPING STATION ON LEFT, THEN 150 FEET BEYOND CATTLE GUARD
 CT1023'TURN RIGHT AND GO UP HILL TO THE RIGHT OF DERRICK FOR 0.15
 CT1023'MILE TO TOP OF RIDGE AND N-S FENCE LINE.  CONTINUE N ALONG
 CT1023'FENCE LINE FOR 230 YARDS, THENCE LEFT 50 YARDS NNW AND STATION.
 CT1023
 CT1023                          STATION RECOVERY (1936)
 CT1023
 CT1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 CT1023'STATION RECOVERED.
 CT1023
 CT1023                          STATION RECOVERY (1937)
 CT1023
 CT1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CT1023'STATION WAS FOUND.
 CT1023'
 CT1023'FOLLOWING IS NEW DESCRIPTION--STATION IS ABOUT 8 MILES NW OF
 CT1023'EASTLAND, 9 MILES NE OF CISCO, AND ABOUT 1/2 MILE W OF STATE HIGHWAY
 CT1023'67.  IT IS ON THE HIGHEST POINT NEAR THE NW END OF A PROMINENT FLAT
 CT1023'TOPPED WOODED HILL.  THE RIDGE HAS SEVERAL OIL WELL DERRICKS AROUND
 CT1023'IT AND ON ITS SOUTHERN END.  STATION IS ABOUT 1/4 MILE NNE OF A
 CT1023'PUMPING STATION ON THE PROPERTY OF MRS. EUNICE POWERS.
 CT1023'
 CT1023'SURFACE MARK IS AN IRON PIPE IN A MASS OF CONCRETE ABOUT 20
 CT1023'INCHES ACROSS THE TOP AND PROJECTS ABOUT 6 INCHES.  IT WAS SET
 CT1023'IN 1908 AND IN 1935 IT WAS RESET WITH A STANDARD DISK SET IN
 CT1023'CENTER TO REPLACE THE NAIL.
 CT1023'
 CT1023'SUBSURFACE MARK IS A NAIL IN IRON PIPE IN A MASS OF CONCRETE
 CT1023'ABOUT 30 INCHES BELOW THE SURFACE.  IT WAS SET IN 1908.
 CT1023'
 CT1023'REFERENCE MARKS NO. 1 AND 2 ARE STANDARD DISKS IN ROUND MASSES
 CT1023'OF CONCRETE.  THEY ARE SE AND SW OF STATION.
 CT1023'
 CT1023'OLD REFERENCE MARK, SET IN 1908, IS A NAIL IN AN IRON PIPE
 CT1023'IN A MASS OF CONCRETE FLUSH WITH THE SURFACE OF GROUND E OF
 CT1023'STATION AND ABOUT 1.3 FEET W OF THE FENCE.
 CT1023'
 CT1023'AZIMUTH MARK IS A DISK IN A MASS OF CONCRETE, AND IS ABOUT
 CT1023'0.3 MILE W OF STATION.  TO REACH THE AZIMUTH MARK FROM THE MAIN
 CT1023'ROAD AT CATTLE GUARD, GO NW ON MAIN ROAD DOWN A HILL TO A
 CT1023'POND ON THE LEFT.  MARK IS SET BETWEEN THE POND AND HILL TO
 CT1023'SW OF POND.
 CT1023'
 CT1023'STATION IS REACHED FROM JUNCTION OF U.S. HIGHWAY 80 AND STATE
 CT1023'HIGHWAY 67 IN EASTLAND BY GOING N ON HIGHWAY 67 FOR 8.75 MILES
 CT1023'TO JUNCTION OF HIGHWAY 67 AND STATE HIGHWAY 187, ABOUT 9 MILES
 CT1023'NE OF CISCO, AND ABOUT 19.5 MILES S OF BRECKENRIDGE--FROM THE
 CT1023'N POINT OF THE JUNCTION OF HIGHWAYS, CONTINUE N ON HIGHWAY
 CT1023'67 FOR 0.1 MILE.  THENCE LEAVE HIGHWAY, TURN LEFT, AND GO
 CT1023'THROUGH CATTLE GUARD AND FOLLOW A GRADED DIRT ROAD W AND NW FOR
 CT1023'0.6 MILE TO A CATTLE GUARD JUST NE OF PUMPING STATION.  PASS
 CT1023'THROUGH CATTLE GUARD AND CONTINUE FOR ABOUT 150 FEET.  THEN,
 CT1023'TURN RIGHT AND FOLLOW A DIM ROAD E UP HILL, KEEPING TO THE
 CT1023'RIGHT OF AN OIL DERRICK, FOR 0.1 MILE TO A TANK AND A N AND S
 CT1023'FENCE.  THENCE, TURN LEFT AND GO N THROUGH WOODS ALONG THE W
 CT1023'SIDE OF FENCE FOR ABOUT 230 YARDS.  THENCE LEFT, W, FOR
 CT1023'ABOUT 50 YARDS TO STATION.
 CT1023'
 CT1023'ELEVATION OF STATION IS 496.8 METERS (1,630 FEET).
 CT1023
 CT1023                          STATION RECOVERY (1937)
 CT1023
 CT1023'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CT1023'DESCRIPTION IS GOOD.
 CT1023'
 CT1023'SURFACE MARK FOUND IN GOOD CONDITION.
 CT1023
 CT1023                          STATION RECOVERY (1957)
 CT1023
 CT1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1023'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 CT1023'
 CT1023'FOLLOWING IS A NEW DESCRIPTION TO REACH--TO REACH FROM THE
 CT1023'JUNCTION OF U.S. HIGHWAY 283 AND STATE HIGHWAY 6, ABOUT 9
 CT1023'MILES NORTHEAST OF CISCO, ABOUT 9 MILES NORTHWEST OF EASTLAND
 CT1023'AND ABOUT 19 MILES SOUTH OF BRECKENRIDGE, GO NORTH ON U.S.
 CT1023'283 AND HIGHWAY 6 FOR 0.1 MILE TO A CATTLE GUARD ON THE LEFT,
 CT1023'TURN LEFT AND GO WESTERLY FOR 0.6 MILE TO A CATTLE GUARD,
 CT1023'CONTINUE FOR 0.15 MILE THEN TURN RIGHT BEFORE REACHING A HOUSE
 CT1023'AND GO ABOUT 0.1 MILE TO A LARGE METAL BARN AND END OF TRUCK
 CT1023'TRAVEL, PACK NORTH ALONG RIDGE FOR ABOUT 100 YARDS TO
 CT1023'STATION.
 CT1023'
 CT1023'TO REACH THE AZIMUTH MARK FROM THE CATTLE GUARD 0.6 MILE FROM
 CT1023'THE HIGHWAY, CONTINUE WESTERLY ON MAIN ROAD (PASSING TO LEFT OF
 CT1023'HOUSE AND DOWN STEEP HILL) FOR A TOTAL DISTANCE OF 0.55 MILE TO A
 CT1023'POINT JUST BEFORE REACHING A POND ON THE LEFT.  THE MARK IS ABOUT
 CT1023'75 YARDS TO THE SOUTHWEST AND JUST SOUTHWEST OF A SMALL POND.
 CT1023
 CT1023                          STATION RECOVERY (1975)
 CT1023
 CT1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CT1023'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 CT1023'
 CT1023'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 CT1023'IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK 1908
 CT1023'WERE SEARCHED FOR BUT NOT RECOVERED, REFERENCE MARK 3 WAS
 CT1023'ESTABLISHED.  A DIFFERENCE OF .014 METER SHORTER IN DISTANCE
 CT1023'TO REFERENCE MARK 1, AND .007 METER LONGER IN DISTANCE AND 1
 CT1023'MINUTE 26.5 SECONDS SMALLER IN DIRECTION TO REFERENCE MARK
 CT1023'2 WAS NOTED AND VERIFIED.  A NEW AND COMPLETE DESCRIPTION
 CT1023'FOLLOWS--
 CT1023'
 CT1023'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF CISCO, 8 MILES
 CT1023'NORTHWEST OF EASTLAND, 1-1/4 MILES SOUTH OF THE STEPHENS-EASTLAND
 CT1023'COUNTY LINE, ON TOP OF A FLAT TOPPED, BRUSHY, NORTH-SOUTH
 CT1023'RIDGE AND ON PROPERTY OWNED BY MR. D. THORPE, WHO LIVES JUST
 CT1023'NORTH OF THE STATION SITE.
 CT1023'
 CT1023'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 CT1023'STATE HIGHWAY 69, 8 MILES NORTHWEST OF EASTLAND, GO NORTH ON
 CT1023'U.S. HIGHWAY 183 FOR 0.1 MILE TO REFERENCE MARK 3 IN THE HIGHWAY
 CT1023'MEDIAN AND A PIPE GATE ON THE LEFT.  TURN LEFT (AROUND HIGHWAY
 CT1023'ISLAND) PASS THROUGH THE GATE AND GO WEST AND NORTHWEST ON
 CT1023'A BLADED ROAD FOR 0.55 MILE TO A GATE, CONTINUE NORTHWEST ON
 CT1023'THE BLADED ROAD FOR 0.05 MILE TO A TRACK ROAD ON THE RIGHT.
 CT1023'TURN RIGHT AND GO NORTHEAST ON THE TRACK ROAD FOR 0.15 MILE TO 2
 CT1023'SMALL STORAGE TANKS AND A NORTH-SOUTH FENCE LINE.
 CT1023'CONTINUE NORTHERLY ON DIM TRACK ROAD, ALONG WEST SIDE OF
 CT1023'FENCE FOR 250 YARDS.  TURN LEFT AND GO WEST FOR 75 YARDS TO
 CT1023'THE STATION.
 CT1023'
 CT1023'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED FLAT 1908
 CT1023'1935, SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT
 CT1023'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  THE
 CT1023'UNDERGROUND MARK IS A NAIL IN THE CENTER OF A PIPE THAT IS SET
 CT1023'IN AN IRREGULAR MASS OF CONCRETE.
 CT1023'
 CT1023'REFERENCE MARK 1, A STANDARD DISK STAMPED FLAT NO 1 1908 1935 IS
 CT1023'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 CT1023'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 CT1023'
 CT1023'REFERENCE MARK 2, A STANDARD DISK STAMPED FLAT NO 2 1908 1935 IS
 CT1023'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 CT1023'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 CT1023'
 CT1023'REFERENCE MARK 3, A STANDARD DISK STAMPED FLAT NO 3 1908 1975 IS
 CT1023'CEMENTED IN A DRILL HOLE IN THE CENTER OF A CONCRETE HIGHWAY
 CT1023'ISLAND THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CT1023'97.6 FEET SOUTH OF THE NORTH EDGE OF THE ISLAND, 18 FEET EAST
 CT1023'OF THE APPROXIMATE CENTER OF THE NORTH BOUND LANE AND 18 FEET
 CT1023'WEST OF THE APPROXIMATE CENTER OF THE SOUTH BOUND LANE OF U.S.
 CT1023'HIGHWAY 183.
 CT1023'
 CT1023'HEIGHT OF LIGHT ABOVE STATION MARK 61.3 FEET.
 CT1023'
 CT1023'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 CT1023'NORTHWEST OF EASTLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0237 ***********************************************************************
 AP0237  DESIGNATION -  FLAT ROOFED BUILDING CHIMNEY
 AP0237  PID         -  AP0237
 AP0237  STATE/COUNTY-  TX/MAVERICK
 AP0237  USGS QUAD   -  
 AP0237
 AP0237                         *CURRENT SURVEY CONTROL
 AP0237  ___________________________________________________________________
 AP0237* NAD 83(1993)-  28 37 27.83098(N)    100 37 28.22295(W)     ADJUSTED  
 AP0237* NAVD 88     -                                                        
 AP0237  ___________________________________________________________________
 AP0237  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AP0237  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AP0237
 AP0237  HORZ ORDER  -  THIRD
 AP0237
 AP0237.The horizontal coordinates were established by classical geodetic methods
 AP0237.and adjusted by the National Geodetic Survey in February 1996..
 AP0237
 AP0237
 AP0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0237
 AP0237.The geoid height was determined by GEOID03.
 AP0237
 AP0237;                    North         East     Units Scale Factor Converg.
 AP0237;SPC TXSC     - 4,088,776.347   441,155.749   MT  0.99993954   -0 47 45.1
 AP0237;SPC TXSC     -13,414,593.73  1,447,358.49   sFT  0.99993954   -0 47 45.1
 AP0237;UTM  14      - 3,167,451.956   341,192.984   MT  0.99991124   -0 46 42.3
 AP0237
 AP0237                          SUPERSEDED SURVEY CONTROL
 AP0237
 AP0237  NAD 83(1986)-  28 37 27.82674(N)    100 37 28.19888(W) AD(       ) 4
 AP0237  NAD 27      -  28 37 26.86800(N)    100 37 26.96400(W) AD(       ) 3
 AP0237
 AP0237.Superseded values are not recommended for survey control.
 AP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0237.See file dsdata.txt to determine how the superseded data were derived.
 AP0237
 AP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS4119367452(NAD 83)
 AP0237_MARKER: 85 = CHIMNEY
 AP0237
 AP0237  HISTORY     - Date     Condition        Report By
 AP0237  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0237
 AP0237                          STATION DESCRIPTION
 AP0237
 AP0237'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1046 ***********************************************************************
 CT1046  DESIGNATION -  FLAT TOP ET
 CT1046  PID         -  CT1046
 CT1046  STATE/COUNTY-  TX/STEPHENS
 CT1046  USGS QUAD   -  EDWARDS BRANCH (1981)
 CT1046
 CT1046                         *CURRENT SURVEY CONTROL
 CT1046  ___________________________________________________________________
 CT1046* NAD 83(1993)-  32 51 14.81481(N)    099 05 44.39690(W)     ADJUSTED  
 CT1046* NAVD 88     -       420.7    (meters)    1380.     (feet)  VERTCON   
 CT1046  ___________________________________________________________________
 CT1046  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CT1046  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CT1046
 CT1046  HORZ ORDER  -  THIRD
 CT1046
 CT1046.The horizontal coordinates were established by classical geodetic methods
 CT1046.and adjusted by the National Geodetic Survey in February 1996..
 CT1046
 CT1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1046
 CT1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1046
 CT1046.The geoid height was determined by GEOID03.
 CT1046
 CT1046;                    North         East     Units Scale Factor Converg.
 CT1046;SPC TXNC     - 2,131,833.894   544,248.757   MT  0.99987853   -0 19 29.5
 CT1046;SPC TXNC     - 6,994,191.70  1,785,589.46   sFT  0.99987853   -0 19 29.5
 CT1046;UTM  14      - 3,635,118.387   491,048.619   MT  0.99960099   -0 03 06.8
 CT1046
 CT1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1046!SPC TXNC     -   0.99993855  x   0.99987853  =   0.99981709
 CT1046!UTM  14      -   0.99993855  x   0.99960099  =   0.99953957
 CT1046
 CT1046:                Primary Azimuth Mark                     Grid Az
 CT1046:SPC TXNC     -  LITTLE CONE ET                           088 48 22.5
 CT1046:UTM  14      -  LITTLE CONE ET                           088 31 59.8
 CT1046
 CT1046|---------------------------------------------------------------------|
 CT1046| PID    Reference Object                     Distance      Geod. Az  |
 CT1046|                                                           dddmmss.s |
 CT1046| CT1044 LITTLE CONE ET                      APPROX.10.3 KM 0882853.0 |
 CT1046| CT1042 BRECKENRIDGE TANK                   APPROX.21.8 KM 1182025.1 |
 CT1046| CT1051 TOWER SEC                           APPROX.12.3 KM 1784550.2 |
 CT1046|---------------------------------------------------------------------|
 CT1046
 CT1046                          SUPERSEDED SURVEY CONTROL
 CT1046
 CT1046  NAD 83(1993)-  32 51 14.81981(N)    099 05 44.38869(W) AD(       ) 3
 CT1046  NAD 83(1986)-  32 51 14.81938(N)    099 05 44.38765(W) AD(       ) 3
 CT1046  NAD 27      -  32 51 14.40242(N)    099 05 43.12222(W) AD(       ) 3
 CT1046  NGVD 29 (07/19/86)  420.6    (m)         1380.     (f) VERT ANG       
 CT1046
 CT1046.Superseded values are not recommended for survey control.
 CT1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1046.See file dsdata.txt to determine how the superseded data were derived.
 CT1046
 CT1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB9104935118(NAD 83)
 CT1046
 CT1046  HISTORY     - Date     Condition        Report By
 CT1046  HISTORY     - UNK      MONUMENTED
 CT1046  HISTORY     - 1965     GOOD             USGS
 CT1046
 CT1046                          STATION DESCRIPTION
 CT1046
 CT1046'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CT1046'STATION --FLAT TOP--, AS DESCRIBED,
 CT1046'FOUND IN GOOD CONDITION.  STATION MARK WAS A
 CT1046'CHISELED CROSS AND ---USGS--- ON LIMESTONE BOULDER IN PLACE.  STANDARD
 CT1046'TABLET IS NOW CEMENTED IN DRILL HOLE IN CENTER OF CHISELED CROSS.
 CT1046'
 CT1046'STATION IS LOCATED APPROXIMATELY 11 MI. W. OF AND 7 MI. N. OF
 CT1046'BRECKENRIDGE, APPROXIMATELY 1 MI. N. OF THE CROSSING OF THE OLD
 CT1046'CRYSTAL FALLS ALBANY ROAD OVER MCDOWELL CREEK.  ON THE EASTERN
 CT1046'EXTREMITY OF THE SE. AND SMALLER OF TWO PROMINENT FLAT TOPPED HILLS.
 CT1046'
 CT1046'TO REACH FROM BRECKENRIDGE, AT THE JUNCTION OF U.S. HIGHWAYS 180 AND
 CT1046'183, GO W. ALONG U.S. HIGHWAY 180 13.6 MI. TO T-RD. N., THENCE RIGHT
 CT1046'4.0 MI. TO T-RD. SE., THENCE RIGHT (NE.) 4.8 MI. TO RIGHT ANGLE BEND
 CT1046'IN RD., PROCEED ON FOOT NORTHEASTERLY 0.7 MI. TO EASTERN END OF FLAT
 CT1046'TOPPED HILL, LOCALLY KNOWN AS --FLAT TOP-- AND STATION.  ON PROPERTY
 CT1046'OWNED BY MR. ROSS SLOAN.
 CT1046'
 CT1046'STATION RECOVERED IN GOOD CONDITION.
 CT1046'
 CT1046'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN LIMESTONE ROCK
 CT1046'AT GROUND LEVEL.  ---USGS--- IS CHISELED ON ROCK.  TABLET STAMPED
 CT1046'---FLAT TOP 1955-ET---.
 CT1046'
 CT1046'NOTE--ET ADDED IN 1965.
 CT1046'
 CT1046'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE
 CT1046'IN LIMESTONE OUTCROP APPROXIMATELY 4 X 4 FT., IN N. RIM OF TOP, 38.57
 CT1046'FT. FROM STATION MARK, S 55 DEG 37 MIN E.
 CT1046'
 CT1046'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE
 CT1046'IN LIMESTONE OUTCROP, 2 FT. W. OF THE EASTERNMOST PART OF RIM, 35.55
 CT1046'FT. FROM STATION MARK, S 37 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9226 ***********************************************************************
 AF9226  DESIGNATION -  FLAT TOP ET
 AF9226  PID         -  AF9226
 AF9226  STATE/COUNTY-  TX/HASKELL
 AF9226  USGS QUAD   -  SAGERTON (1964)
 AF9226
 AF9226                         *CURRENT SURVEY CONTROL
 AF9226  ___________________________________________________________________
 AF9226* NAD 83(1993)-  33 02 02.50000(N)    099 59 15.55916(W)     ADJUSTED  
 AF9226* NAVD 88     -       546.4    (meters)    1793.     (feet)  VERTCON   
 AF9226  ___________________________________________________________________
 AF9226  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AF9226  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AF9226
 AF9226  HORZ ORDER  -  THIRD
 AF9226
 AF9226.The horizontal coordinates were established by classical geodetic methods
 AF9226.and adjusted by the National Geodetic Survey in July 1998..
 AF9226
 AF9226.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9226
 AF9226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9226
 AF9226.The geoid height was determined by GEOID03.
 AF9226
 AF9226;                    North         East     Units Scale Factor Converg.
 AF9226;SPC TXNC     - 2,152,610.109   461,049.559   MT  0.99987267   -0 48 40.9
 AF9226;SPC TXNC     - 7,062,355.00  1,512,626.76   sFT  0.99987267   -0 48 40.9
 AF9226;UTM  14      - 3,655,492.641   407,770.919   MT  0.99970488   -0 32 18.4
 AF9226
 AF9226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9226!SPC TXNC     -   0.99991877  x   0.99987267  =   0.99979145
 AF9226!UTM  14      -   0.99991877  x   0.99970488  =   0.99962367
 AF9226
 AF9226                          SUPERSEDED SURVEY CONTROL
 AF9226
 AF9226  NGVD 29 (07/17/98)  546.2    (m)         1792.     (f) VERT ANG       
 AF9226
 AF9226.Superseded values are not recommended for survey control.
 AF9226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9226.See file dsdata.txt to determine how the superseded data were derived.
 AF9226
 AF9226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0777155493(NAD 83)
 AF9226_MARKER: DS = TRIANGULATION STATION DISK
 AF9226
 AF9226  HISTORY     - Date     Condition        Report By
 AF9226  HISTORY     - 1962     MONUMENTED       USGS
 AF9226
 AF9226                          STATION DESCRIPTION
 AF9226
 AF9226'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AF9226'STATION LOCATED ON E. EDGE OF FLAT TOP MOUNTAIN, APPROXIMATELY 8 MI.
 AF9226'(AIRLINE) SE. OF OLD GLORY AND APPROXIMATELY 3.5 MI. (AIRLINE) SSW. OF
 AF9226'SAGERTON.
 AF9226'TO REACH STATION FROM POST OFFICE IN OLD GLORY, GO E. ON FARM ROAD
 AF9226'1835 0.9 MI. TO U.S. HIGHWAY 380, CROSS HIGHWAY AND CONTINUE S. ALONG
 AF9226'FARM ROAD  1835 7.7 MI., THENCE LEFT OFF FARM ROAD 0.55 MI. TO GATE
 AF9226'JUST SE. OF RANCH BUILDINGS (A SWENSON LAND AND CATTLE CO. CAMP).  GO
 AF9226'THROUGH GATE AND TAKE LEFT FORK 0.3 MI. TO GATE, PASS THROUGH GATE, GO
 AF9226'E. 0.4 MI. TO RD. FORK NEAR FENCE CORNER, TAKE RIGHT FORK 0.3 MI. TO
 AF9226'PIPELINE.  FOLLOW RD. E. ALONG PIPELINE 3.9 MI. TO RD. FORK, TAKE DIM
 AF9226'LEFT FORK ALONG PIPELINE 0.8 MI. TO WHERE PIPELINE RUNS OFF THE E.
 AF9226'EDGE OF FLAT TOP MOUNTAIN, THEN DRIVE N. ALONG E. EDGE OF MOUNTAIN
 AF9226'0.15 MI. TO STATION SITE.
 AF9226'STATION MARK--STANDARD USGS TRIANGULATION TABLET STAMPED---FLAT TOP-ET
 AF9226'1962---, SET IN BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1003 ***********************************************************************
 CA1003  DESIGNATION -  FLAT TOP RESET
 CA1003  PID         -  CA1003
 CA1003  STATE/COUNTY-  TX/LAMPASAS
 CA1003  USGS QUAD   -  FLAT TOP PEAK (1979)
 CA1003
 CA1003                         *CURRENT SURVEY CONTROL
 CA1003  ___________________________________________________________________
 CA1003* NAD 83(1993)-  31 08 40.10705(N)    098 14 58.55554(W)     ADJUSTED  
 CA1003* NAVD 88     -       466.8    (meters)    1531.     (feet)  VERTCON   
 CA1003  ___________________________________________________________________
 CA1003  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 CA1003  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CA1003
 CA1003  HORZ ORDER  -  FIRST
 CA1003
 CA1003.The horizontal coordinates were established by classical geodetic methods
 CA1003.and adjusted by the National Geodetic Survey in February 1996..
 CA1003
 CA1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1003
 CA1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1003
 CA1003.The geoid height was determined by GEOID03.
 CA1003
 CA1003;                    North         East     Units Scale Factor Converg.
 CA1003;SPC TX C     - 3,165,683.441   898,670.373   MT  0.99988485   +1 04 23.7
 CA1003;SPC TX C     -10,386,079.76  2,948,387.72   sFT  0.99988485   +1 04 23.7
 CA1003;UTM  14      - 3,445,855.754   571,530.577   MT  0.99966311   +0 23 17.2
 CA1003
 CA1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1003!SPC TX C     -   0.99993072  x   0.99988485  =   0.99981557
 CA1003!UTM  14      -   0.99993072  x   0.99966311  =   0.99959385
 CA1003
 CA1003:                Primary Azimuth Mark                     Grid Az
 CA1003:SPC TX C     -  LAMPASAS SPRING HOUSE CUPOLA             139 21 44.5
 CA1003:UTM  14      -  LAMPASAS SPRING HOUSE CUPOLA             140 02 51.0
 CA1003
 CA1003|---------------------------------------------------------------------|
 CA1003| PID    Reference Object                     Distance      Geod. Az  |
 CA1003|                                                           dddmmss.s |
 CA1003| CA1000 LAMPASAS SPRING HOUSE CUPOLA        APPROX.11.0 KM 1402608.2 |
 CA1003| CA0998 LAMPASAS COURTHOUSE DOME            APPROX.11.1 KM 1415419.5 |
 CA1003| CA0999 LAMPASAS SCHOOLHOUSE CUPOLA         APPROX.10.6 KM 1420912.6 |
 CA1003| CA0997 LAMPASAS FIRST BAP CH SPIRE         APPROX.10.9 KM 1441301.9 |
 CA1003| AI0424 FLAT TOP AZ MK                                     2360657.4 |
 CA1003| CV3982 FLAT TOP RM 1                        12.545 METERS 27105     |
 CA1003| CV3983 FLAT TOP RM 2                        16.930 METERS 31941     |
 CA1003| CV3981 FLAT TOP RM                          17.404 METERS 31953     |
 CA1003|---------------------------------------------------------------------|
 CA1003
 CA1003                          SUPERSEDED SURVEY CONTROL
 CA1003
 CA1003  NAD 83(1986)-  31 08 40.11828(N)    098 14 58.54024(W) AD(       ) 1
 CA1003  NAD 27      -  31 08 39.50900(N)    098 14 57.42600(W) AD(       ) 1
 CA1003  NGVD 29 (07/19/86)  466.7    (m)         1531.     (f) VERT ANG       
 CA1003
 CA1003.Superseded values are not recommended for survey control.
 CA1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1003.See file dsdata.txt to determine how the superseded data were derived.
 CA1003
 CA1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV7153145856(NAD 83)
 CA1003_MARKER: DS = TRIANGULATION STATION DISK
 CA1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1003_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CA1003_STAMPING: FLAT TOP 1902 1935
 CA1003_MARK LOGO: CGS   
 CA1003_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CA1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1003+STABILITY: SURFACE MOTION
 CA1003
 CA1003  HISTORY     - Date     Condition        Report By
 CA1003  HISTORY     - 1982     MONUMENTED       NGS
 CA1003  HISTORY     - 19850513 GOOD             NGS
 CA1003  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA1003
 CA1003                          STATION DESCRIPTION
 CA1003
 CA1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CA1003'THE STATION SURFACE DISK WAS FOUND TO BE DESTROYED.  ALL THE OTHER
 CA1003'MARKS MENTIONED IN THE 1961 RECOVERY WAS FOUND IN GOOD CONDITION.
 CA1003'THE UNDERGROUND DISK WAS FOUND SET IN A DRILL HOLE IN BEDROCK TWO
 CA1003'FEET BELOW GROUND AND STAMPED---FLAT TOP 1902 1935---.  A NEW SURFACE
 CA1003'DISK WAS SET AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 CA1003'
 CA1003'THE STATION IS LOCATED ON TOP OF A FLAT TOP HILL KNOWN AS FLAT TOP
 CA1003'MOUNTAIN.  IT IS 12.00 KM (7.5 MI) NORTHWEST OF LAMPASAS IN THE SOUTH
 CA1003'AND CENTER OF THE HILL.  THE PROPERTY IS OWNED BY MR. SID WIESER OF
 CA1003'LAMPASAS AND HIS PHONE NUMBER IS 512-556-3884.
 CA1003'
 CA1003'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 190, 183 AND 281 ON THE
 CA1003'NORTH EDGE OF LAMPASAS, GO NORTHWEST ON U.S HIGHWAY 190 AND 183 FOR
 CA1003'7.76 KM (4.8 MI) TO A PAVED ROAD ON THE RIGHT.  BEAR RIGHT AND GO
 CA1003'NORTH FOR 5.44 KM (3.4 MI) TO A GRAVEL ROAD ON THE RIGHT.  (FROM THIS
 CA1003'POINT THE AZIMUTH MARK IS NORTH ALONG THE EAST SIDE OF THE PAVED
 CA1003'ROAD.) TURN RIGHT ON THE GRAVEL ROAD AND GO EAST ON 0.64 KM (0.4 MI)
 CA1003'TO A LOCKED GATE ON THELEFT.   TURN LEFT AND GO NORTHERLY ON A BLADED
 CA1003'ROAD FOR 0.64 KM (0.4 MI) TO THE TOP OF THE HILL AND STATION AS
 CA1003'DESCRIBED.  THE AZIMUTH MARK IS 0.24 KM (0.15 MI) NORTH OF THE
 CA1003'JUNCTION OF THE PAVED ROAD AND THE GRAVEL ROAD ON THE EAST SIDE OF
 CA1003'THE PAVED ROAD.
 CA1003'
 CA1003'ALL MARKS ARE STANDARD DISKS.  THE STATION DISK IS A NGS STANDARD AND
 CA1003'THE OTHER DISKS ARE CGS.
 CA1003'
 CA1003'THE STATION DISK IS STAMPED---FLAT TOP 1902 1982---AND SET IN THE TOP
 CA1003'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS ON THE
 CA1003'SOUTHEAST END OF THE HILL 20.12 METERS (66.0 FEET) EAST OF THE WEST
 CA1003'EDGE OF THE HILL.
 CA1003'
 CA1003'REFERENCE MARK NO 1, STAMPED--FLAT TOP NO 1 1935---SET IN A DRILL
 CA1003'HOLE IN BEDROCK AND IS 11.58 METERS (38.0 FEET) EAST OF THE WEST EDGE
 CA1003'OF THE HILL.
 CA1003'
 CA1003'REFERENCE MARK 2, STAMPED---FLAT TOP NO 2 1935---IS SET IN A DRILL
 CA1003'HOLE IN BEDROCK AND IS 18.59 METERS (61.0 FEET) EAST OF THE WEST EDGE
 CA1003'OF THE HILL.
 CA1003'
 CA1003'AZIMUTH MARK STAMPED---FLAT TOP 1935---IS SET IN THE TOP OF A SQUARE
 CA1003'CONCRETE MONUMENT PROJECTING 0.2 METER (0.6 FOOT).  IT IS 11.89
 CA1003'METERS (39.0 FEET) EAST OF THE PAVED ROAD AND 0.30 METER (1.0 FOOT)
 CA1003'EAST OF A FENCE.
 CA1003
 CA1003                          STATION RECOVERY (1985)
 CA1003
 CA1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 CA1003'THE STATION WAS RECOVERED AS DESCRIBED IN 1982.  THE DISK IS NOT
 CA1003'STAMPED CORRECTLY.  THE SURFACE DISKS WAS RESET IN 1982 AND DISK DOES
 CA1003'NOT REFLECT THIS RESETTING.  THE DIRECTIONS FROM 1982 WAS USED FOR THE
 CA1003'REFERENCE MARKS.  THE STATION IS LOCATED 8.80 KM (5.45 MI) NORTHWEST
 CA1003'OF LAMPASAS, 6.10 KM (3.80 MI) NORTHWEST OF THE LAMPASAS AIRPORT AND
 CA1003'ON PROPERTY OF MR SID WIESER OF LAMPASAS.  THE STATION IS IN A PASTURE
 CA1003'ON TOP OF A MESA AND INSIDE A LOCKED GATE.  TO REACH THE STATION FROM
 CA1003'THE JUNCTION OF U.S HIGHWAY 183, 190 AND 281 IN THE NORTH EDGE OF
 CA1003'LAMPASAS, GO NORTH ON U.S HIGHWAY 281 FOR 3.36 KM (2.10 MI) TO CENTER
 CA1003'CITY ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWESTERLY ON CENTER CITY
 CA1003'ROAD FOR 2.72 KM (1.70 MI) TO A RAILROAD TRACK.  CONTINUE NORTHWEST ON
 CA1003'THE PAVED ROAD FOR 1.92 KM (1.20 MI) TO THE AZIMUTH MARK 2 ON THE
 CA1003'LEFT.  CONTINUE NORTH ON CENTER CITY ROAD FOR 0.40 KM (0.25 MI) TO A
 CA1003'SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY ON A DIRT ROAD FOR 1.28 KM
 CA1003'(0.80 MI) TO A GATE ON THE RIGHT.  PASS THRU THE GATE AND GO NORTHERLY
 CA1003'FOR 100 METERS (328.1 FT) TO THE BOTTOM OF A MESA.  FOLLOW A WINDING
 CA1003'BLADE ROAD FOR ABOUT 100 METERS (328.1 FT) TO THE TOP OF THE MESA AND
 CA1003'THE STATION IN THE CENTER OF THE SOUTH END.  STATION MARK,
 CA1003'STAMPED---FLAT TOP 1902 1935---, IS AN NGS DISK SET IN TOP OF A ROUND
 CA1003'CONCRETE POST FLUSH WITH THE GROUND. THE DISK WAS RESET IN 1982 AND
 CA1003'SHOULD HAVE HAD THE 1982 DATE ON IT. THE STATION IS 50.3 METERS (165.0
 CA1003'FT) NORTHWEST OF THE EAST EDGE OF THE MESA AND 30.8 METERS (101.0 FT)
 CA1003'SOUTHEAST OF THE END OF THE BLADE ROAD TO THE TOP.  REFERENCE MARK 1,
 CA1003'STAMPED---FLAT TOP NO 1 1935---, IS SET IN A DRILL HOLE IN A ROCK
 CA1003'OUTCROP AND IS 12.19 METERS (39.99 FT) EAST OF THE WEST EDGE OF THE
 CA1003'MESA.  REFERENCE MARK 2, STAMPED---FLAT TOP NO 2 1935---, IS A
 CA1003'STANDARD DISK SET IN A DRILL HOLE IN A ROCK OUTCROP 18.90 METERS
 CA1003'(62.01 FT) WEST OF THE EAST EDGE OF THE MESA.  AZIMUTH MARK 1,
 CA1003'STAMPED---FLAT TOP 1935---, IS A STANDARD DISK SET IN TOP OF A SQUARE
 CA1003'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 8.29 METERS (27.20 FT)
 CA1003'EAST OF THE CENTER OF OLD LOMETA ROAD, 0.61 METER (2.00 FT) EAST OF A
 CA1003'WITNESS POST AND 0.43 METER (1.41 FT) EAST OF A FENCE.  AZIMUTH MARK
 CA1003'2, STAMPED---FLAT TOP NO 2 1935 1985---, IS A STANDARD DISK SET IN TOP
 CA1003'OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 0.76 METER
 CA1003'(2.49 FT) SOUTHEAST OF A WITNESS POST.  0.82 METER (2.69 FT) SOUTHEAST
 CA1003'OF A FENCE AND 11.16 METERS (36.61 FT) NORTHWEST OF THE CENTER OF THE
 CA1003'ROAD.  TO REACH AZIMUTH MARK 1 FROM THE LOCKED GATE, GO WEST ON THE
 CA1003'GRAVEL ROAD FOR 0.72 KM (0.45 MI) TO A T-ROAD.  TURN RIGHT AND GO
 CA1003'NORTH ON THE OLD LOMETA ROAD FOR 0.16 KM (0.10 MI) TO THE MARK ON THE
 CA1003'RIGHT.
 CA1003
 CA1003                          STATION RECOVERY (2002)
 CA1003
 CA1003'RECOVERY NOTE BY US POWER SQUADRON 2002 (AH)
 CA1003'THE STATION AND AZIMUTH MARK WERE NOT FOUND, HOWEVER, BOTH RM1 AND RM2
 CA1003'WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2579 ***********************************************************************
 AX2579  DESIGNATION -  FLATONIA SOU PACIFIC RR TANK
 AX2579  PID         -  AX2579
 AX2579  STATE/COUNTY-  TX/FAYETTE
 AX2579  USGS QUAD   -  FLATONIA (1981)
 AX2579
 AX2579                         *CURRENT SURVEY CONTROL
 AX2579  ___________________________________________________________________
 AX2579* NAD 83(1993)-  29 41 12.75994(N)    097 06 17.58323(W)     ADJUSTED  
 AX2579* NAVD 88     -                                                        
 AX2579  ___________________________________________________________________
 AX2579  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AX2579  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AX2579
 AX2579  HORZ ORDER  -  THIRD
 AX2579
 AX2579.The horizontal coordinates were established by classical geodetic methods
 AX2579.and adjusted by the National Geodetic Survey in February 1996..
 AX2579
 AX2579
 AX2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2579
 AX2579.The geoid height was determined by GEOID03.
 AX2579
 AX2579;                    North         East     Units Scale Factor Converg.
 AX2579;SPC TXSC     - 4,206,908.750   783,394.316   MT  0.99988204   +0 55 42.4
 AX2579;SPC TXSC     -13,802,166.46  2,570,186.19   sFT  0.99988204   +0 55 42.4
 AX2579;UTM  14      - 3,285,591.937   683,367.767   MT  1.00001488   +0 56 19.8
 AX2579
 AX2579                          SUPERSEDED SURVEY CONTROL
 AX2579
 AX2579  NAD 83(1986)-  29 41 12.77581(N)    097 06 17.57474(W) AD(       ) 4
 AX2579  NAD 27      -  29 41 11.94000(N)    097 06 16.62000(W) AD(       ) 3
 AX2579
 AX2579.Superseded values are not recommended for survey control.
 AX2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2579.See file dsdata.txt to determine how the superseded data were derived.
 AX2579
 AX2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8336885592(NAD 83)
 AX2579_MARKER: 51 = TANK
 AX2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2579+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2002
 AX2579
 AX2579  HISTORY     - Date     Condition        Report By
 AX2579  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2579  HISTORY     - 1963     GOOD             CGS
 AX2579  HISTORY     - 19910608 GOOD             USPSQD
 AX2579  HISTORY     - 19970607 GOOD             USPSQD
 AX2579  HISTORY     - 20020523 GOOD             USPSQD
 AX2579
 AX2579                          STATION DESCRIPTION
 AX2579
 AX2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2579'THIS INTERSECTION STATION IS THE TANK OF THE SOUTHERN PACIFIC
 AX2579'RAILROAD AND IS LOCATED IN THE CENTER OF TOWN.  TANK IS
 AX2579'SUPPORTED ON 4 STEEL LEGS AND THE ENTIRE STRUCTURE IS PAINTED
 AX2579'ALUMINUM.  POINT OBSERVED UPON WAS THE FINIAL.
 AX2579
 AX2579                          STATION RECOVERY (1963)
 AX2579
 AX2579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2579'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AX2579'
 AX2579'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2579
 AX2579                          STATION RECOVERY (1991)
 AX2579
 AX2579'RECOVERY NOTE BY US POWER SQUADRON 1991 (MW)
 AX2579'RECOVERED IN GOOD CONDITION.
 AX2579
 AX2579                          STATION RECOVERY (1997)
 AX2579
 AX2579'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2579'RECOVERED IN GOOD CONDITION.
 AX2579
 AX2579                          STATION RECOVERY (2002)
 AX2579
 AX2579'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX2579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0597 ***********************************************************************
 BN0597  DESIGNATION -  FLATROCK
 BN0597  PID         -  BN0597
 BN0597  STATE/COUNTY-  TX/BURNET
 BN0597  USGS QUAD   -  MARBLE FALLS (1967)
 BN0597
 BN0597                         *CURRENT SURVEY CONTROL
 BN0597  ___________________________________________________________________
 BN0597* NAD 83(1993)-  30 30 39.64758(N)    098 18 08.20900(W)     ADJUSTED  
 BN0597* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 BN0597  ___________________________________________________________________
 BN0597  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 BN0597  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 BN0597
 BN0597  HORZ ORDER  -  THIRD
 BN0597
 BN0597.The horizontal coordinates were established by classical geodetic methods
 BN0597.and adjusted by the National Geodetic Survey in February 1996..
 BN0597
 BN0597.The orthometric height was scaled from a topographic map.
 BN0597
 BN0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0597
 BN0597.The geoid height was determined by GEOID03.
 BN0597
 BN0597;                    North         East     Units Scale Factor Converg.
 BN0597;SPC TX C     - 3,095,380.269   894,930.151   MT  0.99991812   +1 02 46.0
 BN0597;SPC TX C     -10,155,426.77  2,936,116.67   sFT  0.99991812   +1 02 46.0
 BN0597;UTM  14      - 3,375,618.922   566,946.816   MT  0.99965529   +0 21 15.3
 BN0597
 BN0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0597!SPC TX C     -   0.99995022  x   0.99991812  =   0.99986834
 BN0597!UTM  14      -   0.99995022  x   0.99965529  =   0.99960552
 BN0597
 BN0597|---------------------------------------------------------------------|
 BN0597| PID    Reference Object                     Distance      Geod. Az  |
 BN0597|                                                           dddmmss.s |
 BN0597| CV3985 FLATROCK RM 1                         5.180 METERS 09426     |
 BN0597| CV3984 FLATROCK AZ MK                                     2833136.0 |
 BN0597| CV3986 FLATROCK RM 2                         9.065 METERS 33121     |
 BN0597|---------------------------------------------------------------------|
 BN0597
 BN0597                          SUPERSEDED SURVEY CONTROL
 BN0597
 BN0597  NAD 83(1986)-  30 30 39.65935(N)    098 18 08.19477(W) AD(       ) 3
 BN0597  NAD 27      -  30 30 38.96200(N)    098 18 07.11620(W) AD(       ) 3
 BN0597
 BN0597.Superseded values are not recommended for survey control.
 BN0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0597.See file dsdata.txt to determine how the superseded data were derived.
 BN0597
 BN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6694775619(NAD 83)
 BN0597_MARKER: DS = TRIANGULATION STATION DISK
 BN0597_SETTING: 66 = SET IN ROCK OUTCROP
 BN0597_STAMPING: FLATROCK 1956
 BN0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0597+STABILITY: POSITION/ELEVATION WELL
 BN0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0597+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 BN0597
 BN0597  HISTORY     - Date     Condition        Report By
 BN0597  HISTORY     - 1956     MONUMENTED       CGS
 BN0597  HISTORY     - 1958     GOOD             CGS
 BN0597  HISTORY     - 19990909 GOOD             TXDOT
 BN0597  HISTORY     - 20030616 GOOD             GEOCAC
 BN0597  HISTORY     - 20050416 GOOD             USPSQD
 BN0597
 BN0597                          STATION DESCRIPTION
 BN0597
 BN0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0597'THE STATION IS ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF MARBLE
 BN0597'FALLS, 1/2 MILE WEST OF U.S. HIGHWAY 281 AND ON THE RIGHT-OF-WAY
 BN0597'OF STATE HIGHWAY 71.  IT IS 72 FEET NORTH OF THE CENTER
 BN0597'OF THE HIGHWAY, 28 FEET SOUTHWEST OF A FENCE CORNER AND 7
 BN0597'FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0597'
 BN0597'TO REACH THE STATION FROM THE POST OFFICE IN ROUND MOUNTAIN,
 BN0597'GO NORTH ON U.S. HIGHWAY 281 FOR 6.0 MILES TO STATE HIGHWAY
 BN0597'71, TURN LEFT AND GO WEST ON HIGHWAY 71 FOR 0.3 MILE TO THE
 BN0597'STATION ON THE RIGHT.  CONTINUE WEST ON THE HIGHWAY FOR
 BN0597'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BN0597'
 BN0597'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0597'FLATROCK 1956.
 BN0597'
 BN0597'REFERENCE MARK 1 IS 76 FEET NORTH OF THE CENTER OF THE HIGHWAY
 BN0597'AND 24 FEET SOUTH OF THE FENCE CORNER.  THE MARK PROJECTS
 BN0597'2 INCHES, AND THE DISK IS STAMPED FLATROCK NO 1 1956.
 BN0597'
 BN0597'REFERENCE MARK 2 IS 54 FEET NORTH OF THE CENTER OF THE HIGHWAY
 BN0597'AND 15 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 2 INCHES,
 BN0597'AND THE DISK IS STAMPED FLATROCK NO 2 1956.
 BN0597'
 BN0597'THE AZIMUTH MARK IS 51 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 BN0597'AND 7 FEET EAST OF A 4 IN X 4 IN WHITE WITNESS POST.  THE
 BN0597'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED FLATROCK
 BN0597'1956.
 BN0597
 BN0597                          STATION RECOVERY (1958)
 BN0597
 BN0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HMP)
 BN0597'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BN0597'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 BN0597
 BN0597                          STATION RECOVERY (1999)
 BN0597
 BN0597'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 BN0597'STATION AND RM 2 RECOVERED IN GOOD CONDITION - NO DESCRIPTION
 BN0597'AVAILABLE AT THE TIME, OTHER MARKS NOT SEARCHED FOR.
 BN0597
 BN0597                          STATION RECOVERY (2003)
 BN0597
 BN0597'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0597'RECOVERED IN GOOD CONDITION AT N 30 30.661 W 98 18.135 USING CONSUMER
 BN0597'GPS RECEIVER.
 BN0597
 BN0597                          STATION RECOVERY (2005)
 BN0597
 BN0597'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMW)
 BN0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2198 ***********************************************************************
 AN2198  DESIGNATION -  FLAX
 AN2198  PID         -  AN2198
 AN2198  STATE/COUNTY-  TX/KARNES
 AN2198  USGS QUAD   -  KENEDY (1987)
 AN2198
 AN2198                         *CURRENT SURVEY CONTROL
 AN2198  ___________________________________________________________________
 AN2198* NAD 83(1993)-  28 47 19.13206(N)    097 46 10.80866(W)     ADJUSTED  
 AN2198* NAVD 88     -       100.8    (meters)     331.     (feet)  VERTCON   
 AN2198  ___________________________________________________________________
 AN2198  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AN2198  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN2198
 AN2198  HORZ ORDER  -  SECOND
 AN2198
 AN2198.The horizontal coordinates were established by classical geodetic methods
 AN2198.and adjusted by the National Geodetic Survey in February 1996..
 AN2198
 AN2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2198
 AN2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2198
 AN2198.The geoid height was determined by GEOID03.
 AN2198
 AN2198;                    North         East     Units Scale Factor Converg.
 AN2198;SPC TXSC     - 4,106,507.534   720,111.932   MT  0.99990836   +0 36 09.9
 AN2198;SPC TXSC     -13,472,766.80  2,362,567.23   sFT  0.99990836   +0 36 09.9
 AN2198;UTM  14      - 3,185,190.924   620,082.090   MT  0.99977795   +0 35 33.3
 AN2198
 AN2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2198!SPC TXSC     -   0.99998836  x   0.99990836  =   0.99989673
 AN2198!UTM  14      -   0.99998836  x   0.99977795  =   0.99976632
 AN2198
 AN2198:                Primary Azimuth Mark                     Grid Az
 AN2198:SPC TXSC     -  FLAX AZ MK                               117 35 51.5
 AN2198:UTM  14      -  FLAX AZ MK                               117 36 28.1
 AN2198
 AN2198|---------------------------------------------------------------------|
 AN2198| PID    Reference Object                     Distance      Geod. Az  |
 AN2198|                                                           dddmmss.s |
 AN2198| CV3987 FLAX AZ MK                                         1181201.4 |
 AN2198| CV3989 FLAX RM 2                             6.888 METERS 12305     |
 AN2198| CV3988 FLAX RM 1                             6.514 METERS 28812     |
 AN2198|---------------------------------------------------------------------|
 AN2198
 AN2198                          SUPERSEDED SURVEY CONTROL
 AN2198
 AN2198  NAD 83(1986)-  28 47 19.13595(N)    097 46 10.79186(W) AD(       ) 2
 AN2198  NAD 27      -  28 47 18.20200(N)    097 46 09.79200(W) AD(       ) 2
 AN2198  NGVD 29 (07/28/98)  100.8    (m)          331.     (f) VERT ANG       
 AN2198
 AN2198.Superseded values are not recommended for survey control.
 AN2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2198.See file dsdata.txt to determine how the superseded data were derived.
 AN2198
 AN2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS2008285191(NAD 83)
 AN2198_MARKER: DS = TRIANGULATION STATION DISK
 AN2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2198_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2198+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002
 AN2198
 AN2198  HISTORY     - Date     Condition        Report By
 AN2198  HISTORY     - 1952     MONUMENTED       CGS
 AN2198  HISTORY     - 1963     GOOD             CGS
 AN2198  HISTORY     - 1963     GOOD             NGS
 AN2198  HISTORY     - 20020920 GOOD             INDIV
 AN2198
 AN2198                          STATION DESCRIPTION
 AN2198
 AN2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2198'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF KENEDY,
 AN2198'2-1/2 MILES NORTHWEST OF THE SMALL VILLAGE OF CHOATE, 54
 AN2198'FEET NORTHEAST OF THE CENTER LINE OF STATE ROUTE 239, 6
 AN2198'FEET NORTH OF A WITNESS POST, 4 FEET NORTHEAST OF A FENCE
 AN2198'LINE, AND ON A SLIGHT RISE ALONG THE HIGHWAY.
 AN2198'
 AN2198'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 72
 AN2198'AND U.S. HIGHWAY 181 IN KENEDY.  GO EAST ON STATE ROUTE
 AN2198'72 FOR 2.0 MILES TO THE JUNCTION OF STATE ROUTES 72 AND
 AN2198'239, TAKE THE RIGHT FORK AND GO SOUTHEAST FOR 3.6 MILES
 AN2198'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM
 AN2198'THE STATION, GO SOUTHEAST FOR 0.3 MILE TO THE MARK ON THE
 AN2198'LEFT AS DESCRIBED.
 AN2198'
 AN2198'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AN2198'CYLINDERS.
 AN2198'
 AN2198'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 AN2198'FLAX 1952.
 AN2198'
 AN2198'REFERENCE MARK NO. 1 IS 52 FEET NORTHEAST OF THE CENTER
 AN2198'LINE OF STATE ROUTE 239 AND 2 FEET NORTHEAST OF A FENCE LINE.
 AN2198'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED FLAX
 AN2198'NO 1 1952.
 AN2198'
 AN2198'REFERENCE MARK NO. 2 IS 52 FEET NORTHEAST OF THE CENTER
 AN2198'LINE OF STATE ROUTE 239 AND 2 FEET NORTHEAST OF A FENCE
 AN2198'LINE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 AN2198'FLAX NO 2 1952.
 AN2198'
 AN2198'THE AZIMUTH MARK IS 48 FEET NORTHEAST OF THE CENTER LINE
 AN2198'OF STATE ROUTE 239, 13 FEET EAST OF A DIRT ROAD, AND 1 FOOT
 AN2198'SOUTH OF A FENCE CORNER.  THE MARK PROJECTS 7 INCHES, AND
 AN2198'THE DISK IS STAMPED FLAX 1952.
 AN2198
 AN2198                          STATION RECOVERY (1963)
 AN2198
 AN2198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2198'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 AN2198'GOOD CONDITION AS DESCRIBED.
 AN2198'
 AN2198'DIRECTIONS FOR PROCEEDINGS TO STATION SITE ARE CORRECT.
 AN2198'STATION IS 4.5 FEET NORTH OF EAST-WEST FENCE BETWEEN REFERENCE
 AN2198'MARKS.
 AN2198
 AN2198                          STATION RECOVERY (1963)
 AN2198
 AN2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AN2198'DESCRIPTION AND POSITION LISTED IN NGS QUAD 28097-4, STATION 1009.
 AN2198'RECOVERED BY USGS IN 1961.
 AN2198'RECOVERED BY NGS IN 1963.
 AN2198'STATION MARK--A STANDARD USC AND GS DISK SET IN TOP OF A CONCRETE
 AN2198'CYLINDER PROJECTING 1 IN. AND STAMPED---FLAX 1952---.
 AN2198
 AN2198                          STATION RECOVERY (2002)
 AN2198
 AN2198'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (ADW)
 AN2198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2174 ***********************************************************************
 AN2174  DESIGNATION -  FLEMING
 AN2174  PID         -  AN2174
 AN2174  STATE/COUNTY-  TX/BEE
 AN2174  USGS QUAD   -  CADIZ (1979)
 AN2174
 AN2174                         *CURRENT SURVEY CONTROL
 AN2174  ___________________________________________________________________
 AN2174* NAD 83(1993)-  28 27 33.92262(N)    097 54 45.07679(W)     ADJUSTED  
 AN2174* NAVD 88     -       133.1    (meters)     437.     (feet)  VERTCON   
 AN2174  ___________________________________________________________________
 AN2174  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AN2174  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AN2174
 AN2174  HORZ ORDER  -  SECOND
 AN2174
 AN2174.The horizontal coordinates were established by classical geodetic methods
 AN2174.and adjusted by the National Geodetic Survey in February 1996..
 AN2174
 AN2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2174
 AN2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2174
 AN2174.The geoid height was determined by GEOID03.
 AN2174
 AN2174;                    North         East     Units Scale Factor Converg.
 AN2174;SPC TXSC     - 4,069,885.214   706,505.568   MT  0.99997903   +0 31 58.0
 AN2174;SPC TXSC     -13,352,615.07  2,317,927.02   sFT  0.99997903   +0 31 58.0
 AN2174;UTM  14      - 3,148,578.244   606,470.247   MT  0.99973990   +0 31 05.8
 AN2174
 AN2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2174!SPC TXSC     -   0.99998326  x   0.99997903  =   0.99996229
 AN2174!UTM  14      -   0.99998326  x   0.99973990  =   0.99972317
 AN2174
 AN2174|---------------------------------------------------------------------|
 AN2174| PID    Reference Object                     Distance      Geod. Az  |
 AN2174|                                                           dddmmss.s |
 AN2174| CV3993 FLEMING RM 2                         78.050 METERS 07504     |
 AN2174| CV3990 FLEMING AZ MK                                      0913535.5 |
 AN2174| CV3992 FLEMING RM 1                         55.382 METERS 17806     |
 AN2174| CV3991 FLEMING RM                           27.385 METERS 34657     |
 AN2174|---------------------------------------------------------------------|
 AN2174
 AN2174                          SUPERSEDED SURVEY CONTROL
 AN2174
 AN2174  NAD 83(1986)-  28 27 33.92821(N)    097 54 45.05819(W) AD(       ) 2
 AN2174  NAD 27      -  28 27 32.94300(N)    097 54 44.05600(W) AD(       ) 2
 AN2174  NGVD 29 (07/19/86)  133.1    (m)          437.     (f) VERT ANG       
 AN2174
 AN2174.Superseded values are not recommended for survey control.
 AN2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2174.See file dsdata.txt to determine how the superseded data were derived.
 AN2174
 AN2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS0647048578(NAD 83)
 AN2174_MARKER: N = NAIL
 AN2174_SETTING: 0 = UNSPECIFIED SETTING
 AN2174
 AN2174  HISTORY     - Date     Condition        Report By
 AN2174  HISTORY     - 1904     MONUMENTED       CGS
 AN2174  HISTORY     - 1931     SEE DESCRIPTION  CGS
 AN2174  HISTORY     - 1932     SEE DESCRIPTION  CGS
 AN2174  HISTORY     - 1943     SEE DESCRIPTION  CGS
 AN2174  HISTORY     - 1952     GOOD             CGS
 AN2174  HISTORY     - 1953     GOOD             CGS
 AN2174
 AN2174                          STATION DESCRIPTION
 AN2174
 AN2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AN2174'STATION IS 11 MILES BY ROAD WNW OF BEEVILLE, 3 MILES N 38 DEG
 AN2174'E OF CADIZ POST OFFICE, ON A RIDGE COVERED WITH SMALL BRUSH IN
 AN2174'A PASTURE IN 1904 BELONGING TO THE FLEMINGS.
 AN2174'
 AN2174'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL IN
 AN2174'THE CENTER OF AN IRON PIPE 2 INCHES IN DIAMETER AND 2 FEET
 AN2174'LONG, SET FLANGE DOWN, FILLED WITH CONCRETE, AND SURROUNDED
 AN2174'BY A BLOCK OF CONCRETE.  THE CONCRETE WAS MARKED WITH THE LETTERS
 AN2174'U.S.C. AND G.S. AND THE DATE.
 AN2174'
 AN2174'REFERENCE MARK IS AT THE SAME ELEVATION AS THE STATION AND
 AN2174'27.385 METERS (89.85 FEET) FROM IT N 13 DEG 03 MIN W.
 AN2174'
 AN2174'THE FOLLOWING DISTANCES AND AZIMUTHS ARE FROM THE STATION--GIN
 AN2174'STACK AT CADIZ POST OFFICE, 2 MILES, 35 DEG 44 MIN 42 SEC.  E
 AN2174'CHIMNEY OF HOWARD WESTS HOUSE, 1-3/4 MILES, 184 DEG 46 MIN 39
 AN2174'SEC.  WILLIAMS GIN STACK, 1 MILE, 244 DEG 02 MIN 13 SEC.
 AN2174'BEEVILLE WATER TOWER, 11 MILES, 289 DEG 26 MIN 45 SEC.  CHIMNEY
 AN2174'OF WILLIAM CHANDLERS HOUSE, 2 MILES, 289 DEG 57 MIN 46 SEC.
 AN2174'
 AN2174'TO REACH THE STATION FROM BEEVILLE, FOLLOW THE BEEVILLE AND
 AN2174'MINERAL WAGON ROAD FOR 7 MILES TO CARTERS WINDMILL, WHICH STANDS
 AN2174'CLOSE TO AND ON THE RIGHT-HAND SIDE OF THE ROAD, PASS THROUGH A
 AN2174'GATE ON THE LEFT AND OPPOSITE THE WINDMILL AND FOLLOW THE MAIN
 AN2174'ROAD FOR 2 MILES TO A CROSS LANE, TURN TO THE RIGHT 200 YARDS AND
 AN2174'PASS IN A GATE ON THE LEFT AT THE HOUSE OF WILLIAM CHANDLER,
 AN2174'FOLLOW THE MAIN ROAD PASSING ABOUT 150 YARDS TO THE RIGHT OF
 AN2174'THE HOUSE AND GO SW ABOUT 1 MILE THROUGH 2 GATES INTO THE
 AN2174'FLEMING PASTURE.  AFTER PASSING THROUGH THE SECOND GATE,
 AN2174'TURN TO THE RIGHT AND THE STATION IS 1 MILE DISTANT ON TOP
 AN2174'OF A RIDGE.
 AN2174
 AN2174                          STATION RECOVERY (1931)
 AN2174
 AN2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AN2174'IN 1931 STATION AND REFERENCE MARKS WERE REPORTED DESTROYED,
 AN2174'APPARENTLY BY TREASURE HUNTERS.  HOLE AND PIECES OF MARK REMAIN.
 AN2174'
 AN2174'REACHED FROM THE JUNCTION OF THE BEEVILLE, CADIZ AND MINERAL
 AN2174'ROADS, BY GOING 5.1 MILES ALONG THE MINERAL ROAD, THENCE 3 MILES
 AN2174'ALONG THE W ROAD TO WHEELER RANCH HOUSE, THE STATION BEING ON TOP
 AN2174'OF RIDGE ABOUT 4,100 FEET W OF THIS HOUSE.
 AN2174
 AN2174                          STATION RECOVERY (1932)
 AN2174
 AN2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AN2174'IN 1932 SURFACE MARK WAS REPORTED GONE, BUT UNDERGROUND MARK
 AN2174'IN PLACE.  FURTHER DESCRIBED AS BEING IN THE PASTURE OF ALBERT
 AN2174'THEIS ET AL (OLD FLEMING PASTURE), 575 FEET SE FROM THE SE
 AN2174'FENCE CORNER OF THE ELLA QUINN PASTURE, AND APPROXIMATELY 800
 AN2174'FEET W OF W FENCE LINE OF THE WILL WILLIAMS PASTURE.
 AN2174'
 AN2174'ELEVATION OF STATION, 133.1 METERS (437 FEET).
 AN2174
 AN2174                          STATION RECOVERY (1943)
 AN2174
 AN2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (OSR)
 AN2174'THE STATION SITE WAS RECOVERED.  THE SURFACE, UNDERGROUND MARK
 AN2174'AND REFERENCE MARK HAVE BEEN DESTROYED BY TREASURE SEEKERS.
 AN2174'THE CONCRETE AND THE IRON PIPE IS LAYING ABOUT THE STATION.
 AN2174'AN EXTENSIVE SEARCH WAS MADE FOR THE UNDERGROUND MARK BUT
 AN2174'IT COULD NOT BE FOUND.  REMAINS OF A TIN PAIL WAS FOUND AROUND
 AN2174'A PICE OF CONCRETE WHICH HAD EVIDENTLY BEEN THE UNDERGROUND
 AN2174'MARK.  A LARGE HOLE MARKED THE SPOT WHERE THE STATION HAD
 AN2174'BEEN.  THIS CHECKED THE ORIGINAL DISTANCE FROM THE HOLE LEFT
 AN2174'BY THE REFERENCE MARK.
 AN2174'
 AN2174'TO REACH THE STATION SITE FROM THE JCT OF U.S. RTS 59 AND 181 IN
 AN2174'BEEVILLE, GO W ACROSS THE TRACKS FOR 0.15 MILE TO A T STREET.
 AN2174'THEN TURN RIGHT (NW) AND GO 0.15 MILE TO LEFT TURN.  THENCE
 AN2174'0.05 MILE TO RIGHT TURN.  CONTINUE ON MAIN ASPHALT ROAD FOR
 AN2174'0.4 MILE TO A CROSS ROAD.  THEN TURN LEFT (SW) AND CONTINUE ON
 AN2174'ASPHALT ROAD FOR 2.4 MILES TO A FORK.  CONTINUE STRAIGHT AHEAD
 AN2174'(MAIN ROAD) FOR 5.55 MILES TO A SIDE ROAD LEFT AND WHITE
 AN2174'BAPTIST CHURCH ON THE RIGHT.  TURN RIGHT AND GO 2.0 MILES TO A
 AN2174'SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO A
 AN2174'GATE.  PASS THRU THE GATE AND CONTINUE 0.75 MILE TO A WHITE RANCH
 AN2174'HOUSE.  FROM HERE THE STATION IS APPROXIMATELY 1.0 MILE W
 AN2174'OF THE HOUSE AND IN LINE WITH THE SOUTH SIDE OF THE
 AN2174'HOUSE ON ON THE HIGHEST POINT OF THE HILL VISIBLE.
 AN2174
 AN2174                          STATION RECOVERY (1952)
 AN2174
 AN2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2174'THE STATION MARK WAS RECOVERED IN GOOD CONDITION BUT THE
 AN2174'REFERENCE MARK COULD NOT BE LOCATED.  THE U.S. GEOLOGICAL SURVEY
 AN2174'SET TWO REFERENCE MARKS IN 1951, AND THIS PARTY SET ONE REFERENCE
 AN2174'MARK AND AN AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 AN2174'
 AN2174'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF BEEVILLE, 6
 AN2174'MILES SOUTH OF MINERAL, 218 FEET NORTH-NORTHWEST OF OIL TANKS,
 AN2174'105 FEET SOUTH OF A TRACK ROAD, 73 FEET WEST-SOUTHWEST OF A
 AN2174'WITNESS POST, AND ON THE HIGHEST POINT OF A BRUSH-COVERED RIDGE.
 AN2174'
 AN2174'TO REACH THE STATION FROM THE COURTHOUSE IN BEEVILLE, GO
 AN2174'SOUTHWEST ON STATE ROUTE 202 FOR 0.3 MILE TO FARM ROAD 673, THEN
 AN2174'GO NORTHWEST ON FARM ROAD 673 FOR 5.5 MILES TO THE SMALL VILLAGE
 AN2174'OF ORANGEDALE.  CONTINUE NORTHWEST FOR 2.7 MILES TO A T-ROAD LEFT
 AN2174'AND THE FRIENDSHIP BAPTIST CHURCH ON THE RIGHT, TURN LEFT AND
 AN2174'GO WEST ON A DIRT ROAD FOR 2.4 MILES TO A CATTLE GUARD, PASS
 AN2174'THROUGH THE CATTLE GUARD AND TAKE THE RIGHT FORK FOR 0.6 MILE
 AN2174'TO A RANCH HOUSE ON THE RIGHT AND THE AZIMUTH MARK.  CONTINUE
 AN2174'WEST ON THE DIRT ROAD FOR 0.4 MILE TO A ROAD FORK.  TAKE THE
 AN2174'RIGHT FORK AND GO 0.1 MILE TO A CATTLE GUARD, PASS THROUGH
 AN2174'THE CATTLE GUARD AND GO WESTERLY FOR 0.2 MILE TO THE
 AN2174'STATION.
 AN2174'
 AN2174'THE STATION MARK IS A 2-INCH IRON PIPE SET IN A CONCRETE POST,
 AN2174'AND HAS A NAIL CEMENTED IN THE CENTER OF THE PIPE.  THE MARK
 AN2174'IS FLUSH WITH THE GROUND, AND IT IS NOT STAMPED.
 AN2174'
 AN2174'REFERENCE MARK NO. 1 IS A USGS REFERENCE MARK DISK SET IN A
 AN2174'12 INCH-SQUARE CONCRETE POST THAT PROJECTS 1 INCH, AND THE
 AN2174'DISK IS STAMPED 1 1951.  IT IS 56 FEET NORTHWEST OF SOME OIL
 AN2174'TANKS AND 6 FEET NORTHWEST OF A FENCE CORNER.
 AN2174'
 AN2174'REFERENCE MARK NO. 2 IS A USGS REFERENCE MARK DISK SET IN THE
 AN2174'TOP OF A 6 INCH-SQUARE CONCRETE POST THAT PROJECTS 7 INCHES,
 AN2174'AND THE DISK IS STAMPED 2 1951.  IT IS 60 FEET SOUTH OF A
 AN2174'TRACK ROAD.
 AN2174'
 AN2174'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 AN2174'THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 4 INCHES, AND
 AN2174'THE DISK IS STAMPED FLEMING NO 2 1952.  IT IS 52 FEET SOUTH OF
 AN2174'A TRACK ROAD.
 AN2174'
 AN2174'THE AZIMUTH MARK IS 80 FEET SOUTH-SOUTHWEST OF A HOUSE, 18
 AN2174'FEET NORTH OF A TRACK ROAD, 2 FEET SOUTHWEST OF A POWER LINE
 AN2174'POLE, AND 2 FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS A
 AN2174'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 AN2174'CYLINDER THAT PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 AN2174'FLEMING 1952.
 AN2174
 AN2174                          STATION RECOVERY (1953)
 AN2174
 AN2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2174'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 AN2174'GOOD CONDITION, EXCEPT FOR SOME DISTANCES AND DIRECTIONS.  A
 AN2174'DIFFERENCE OF 04 MIN 43 SEC WAS FOUND IN THE DIRECTION TO
 AN2174'REFERENCE MARK 2 AND ALSO A DIFFERENCE OF 0.013 METER IN THE
 AN2174'DISTANCE.  A DIFFERENCE OF 0.037 METER WAS FOUND IN THE DISTANCE
 AN2174'TO REFERENCE MARK 1 (USGS) AND A DIFFERENCE OF 1 MIN 16 SEC
 AN2174'WAS FOUND IN THE DIRECTION TO REFERENCE MARK 2 (USGS).  THE
 AN2174'CORRECT DISTANCES AND DIRECTIONS ARE GIVEN IN THE BOX SCORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0812 ***********************************************************************
 EN0812  DESIGNATION -  FLEMING
 EN0812  PID         -  EN0812
 EN0812  STATE/COUNTY-  TX/SWISHER
 EN0812  USGS QUAD   -  VIGO PARK (1965)
 EN0812
 EN0812                         *CURRENT SURVEY CONTROL
 EN0812  ___________________________________________________________________
 EN0812* NAD 83(1993)-  34 39 10.26684(N)    101 29 14.13114(W)     ADJUSTED  
 EN0812* NAVD 88     -      1031.     (meters)    3383.     (feet)  SCALED    
 EN0812  ___________________________________________________________________
 EN0812  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 EN0812  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EN0812
 EN0812  HORZ ORDER  -  SECOND
 EN0812
 EN0812.The horizontal coordinates were established by classical geodetic methods
 EN0812.and adjusted by the National Geodetic Survey in February 1996..
 EN0812
 EN0812.The orthometric height was scaled from a topographic map.
 EN0812
 EN0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0812
 EN0812.The geoid height was determined by GEOID03.
 EN0812
 EN0812;                    North         East     Units Scale Factor Converg.
 EN0812;SPC TX N     - 1,072,426.781   201,168.025   MT  0.99999934   +0 00 26.6
 EN0812;SPC TX N     - 3,518,453.53    659,998.76   sFT  0.99999934   +0 00 26.6
 EN0812;UTM  14      - 3,837,361.072   272,053.642   MT  1.00024047   -1 24 53.5
 EN0812
 EN0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0812!SPC TX N     -   0.99984231  x   0.99999934  =   0.99984165
 EN0812!UTM  14      -   0.99984231  x   1.00024047  =   1.00008274
 EN0812
 EN0812:                Primary Azimuth Mark                     Grid Az
 EN0812:SPC TX N     -  FLEMING AZ MK                            090 49 21.8
 EN0812:UTM  14      -  FLEMING AZ MK                            092 14 41.9
 EN0812
 EN0812|---------------------------------------------------------------------|
 EN0812| PID    Reference Object                     Distance      Geod. Az  |
 EN0812|                                                           dddmmss.s |
 EN0812| CJ6364 FLEMING AZ MK                                      0904948.4 |
 EN0812| EN0811 SILVERTON ATT MICRO RELAY MST       APPROX. 9.3 KM 1501102.3 |
 EN0812| CJ6365 FLEMING RM 1                         22.690 METERS 20129     |
 EN0812| CJ6366 FLEMING RM 2                         17.868 METERS 29037     |
 EN0812|---------------------------------------------------------------------|
 EN0812
 EN0812                          SUPERSEDED SURVEY CONTROL
 EN0812
 EN0812  NAD 83(1993)-  34 39 10.27141(N)    101 29 14.12615(W) AD(       ) 2
 EN0812  NAD 83(1986)-  34 39 10.27279(N)    101 29 14.12460(W) AD(       ) 2
 EN0812  NAD 27      -  34 39 10.05932(N)    101 29 12.50813(W) AD(       ) 2
 EN0812
 EN0812.Superseded values are not recommended for survey control.
 EN0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0812.See file dsdata.txt to determine how the superseded data were derived.
 EN0812
 EN0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD7205437361(NAD 83)
 EN0812_MARKER: DS = TRIANGULATION STATION DISK
 EN0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0812
 EN0812  HISTORY     - Date     Condition        Report By
 EN0812  HISTORY     - 1964     MONUMENTED       CGS
 EN0812
 EN0812                          STATION DESCRIPTION
 EN0812
 EN0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0812'THE STATION IS LOCATED ABOUT 18 MILES EAST-NORTHEAST OF TULIA, 16
 EN0812'MILES NORTHWEST OF SILVERTON, 0.6 MILE EAST OF VIGO PARK, ON
 EN0812'PROPERTY OWNED BY MR. FLEMING.
 EN0812'
 EN0812'TO REACH FROM THE POST OFFICE AND STORE IN VIGO PARK, GO EAST, ON
 EN0812'TEXAS FARM ROAD 146, FOR 0.6 MILE TO A HOUSE AND STATION ON THE
 EN0812'LEFT.  TO REACH THE AZIMUTH MARK CONTINUE EAST, FOR 0.55 MILE TO A
 EN0812'HOUSE AND THE AZIMUTH MARK ON THE LEFT.
 EN0812'
 EN0812'THE STATION IS A STANDARD DISK, STAMPED FLEMING 1964, SET IN THE TOP
 EN0812'OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 EN0812'111.9 FEET NORTH OF THE CENTERLINE OF THE FARM ROAD, 91.8 FEET
 EN0812'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 78.6 FEET
 EN0812'SOUTHEAST OF A POWERLINE POLE, AND 77.1 FEET WEST OF A FIELD
 EN0812'ROAD.
 EN0812'
 EN0812'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLEMING NO 1 1964, SET
 EN0812'IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 EN0812'IT IS 81.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 EN0812'42.4 FEET NORTH OF THE CENTERLINE OF THE FARM ROAD, ABOUT 1 FOOT
 EN0812'LOWER THAN THE ROAD, AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0812'
 EN0812'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLEMING NO 2 1964, SET
 EN0812'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EN0812'IT IS 133.3 FEET NORTH OF THE CENTERLINE OF THE FARM ROAD, 52.0
 EN0812'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 1.4 FEET
 EN0812'NORTH OF A POWERLINE POLE, AND ABOUT THE SAME ELEVATION AS THE
 EN0812'STATION.
 EN0812'
 EN0812'AZIMUTH MARK IS A STANDARD DISK, STAMPED FLEMING 1964, SET IN THE
 EN0812'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS
 EN0812'78.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 50.6 FEET
 EN0812'NORTH OF THE CENTERLINE OF THE FARM ROAD, 3.3 FEET SOUTH OF A
 EN0812'FENCE, 2.7 FEET WEST-NORTHWEST OF A POWERLINE POLE, 2.3 FEET
 EN0812'NORTHEAST OF A METAL WITNESS POST, AND ABOUT THE SAME ELEVATION
 EN0812'AS THE ROAD.
 EN0812'
 EN0812'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0394 ***********************************************************************
 CR0394  DESIGNATION -  FLINT
 CR0394  PID         -  CR0394
 CR0394  STATE/COUNTY-  TX/SMITH
 CR0394  USGS QUAD   -  BULLARD (1973)
 CR0394
 CR0394                         *CURRENT SURVEY CONTROL
 CR0394  ___________________________________________________________________
 CR0394* NAD 83(1993)-  32 10 34.22694(N)    095 20 37.66071(W)     ADJUSTED  
 CR0394* NAVD 88     -       166.932  (meters)     547.68   (feet)  ADJUSTED  
 CR0394  ___________________________________________________________________
 CR0394  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 CR0394  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0394  DYNAMIC HT  -         166.734 (meters)     547.03  (feet)  COMP
 CR0394  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 CR0394
 CR0394  HORZ ORDER  -  THIRD
 CR0394  VERT ORDER  -  FIRST     CLASS II
 CR0394
 CR0394.The horizontal coordinates were established by classical geodetic methods
 CR0394.and adjusted by the National Geodetic Survey in February 1996..
 CR0394
 CR0394.The orthometric height was determined by differential leveling
 CR0394.and adjusted by the National Geodetic Survey in June 1991..
 CR0394
 CR0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0394
 CR0394.The geoid height was determined by GEOID03.
 CR0394
 CR0394.The dynamic height is computed by dividing the NAVD 88
 CR0394.geopotential number by the normal gravity value computed on the
 CR0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0394.degrees latitude (g = 980.6199 gals.).
 CR0394
 CR0394.The modeled gravity was interpolated from observed gravity values.
 CR0394
 CR0394;                    North         East     Units Scale Factor Converg.
 CR0394;SPC TXNC     - 2,060,971.976   897,619.861   MT  0.99998841   +1 43 17.0
 CR0394;SPC TXNC     - 6,761,705.56  2,944,941.16   sFT  0.99998841   +1 43 17.0
 CR0394;SPC TX C     - 3,288,766.648 1,170,458.869   MT  1.00009181   +2 34 11.7
 CR0394;SPC TX C     -10,789,895.24  3,840,080.47   sFT  1.00009181   +2 34 11.7
 CR0394;UTM  15      - 3,562,371.343   279,013.542   MT  1.00020228   -1 14 55.1
 CR0394
 CR0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0394!SPC TXNC     -   0.99997792  x   0.99998841  =   0.99996633
 CR0394!SPC TX C     -   0.99997792  x   1.00009181  =   1.00006973
 CR0394!UTM  15      -   0.99997792  x   1.00020228  =   1.00018020
 CR0394
 CR0394|---------------------------------------------------------------------|
 CR0394| PID    Reference Object                     Distance      Geod. Az  |
 CR0394|                                                           dddmmss.s |
 CR0394| CR0395 FLINT RM 1                            7.085 METERS 05852     |
 CR0394| AA8973 SELMAN RESET                        APPROX.13.3 KM 1544042.1 |
 CR0394| CR0393 FLINT RM 2                           12.145 METERS 28934     |
 CR0394| CR0396 R 95                                               3202502.3 |
 CR0394|---------------------------------------------------------------------|
 CR0394
 CR0394                          SUPERSEDED SURVEY CONTROL
 CR0394
 CR0394  NAD 83(1986)-  32 10 34.23576(N)    095 20 37.64645(W) AD(       ) 3
 CR0394  NAD 27      -  32 10 33.66730(N)    095 20 36.82020(W) AD(       ) 3
 CR0394  NGVD 29 (??/??/92)  166.960  (m)          547.77   (f) ADJ UNCH    1 2
 CR0394
 CR0394.Superseded values are not recommended for survey control.
 CR0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0394.See file dsdata.txt to determine how the superseded data were derived.
 CR0394
 CR0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR7901462371(NAD 83)
 CR0394_MARKER: DS = TRIANGULATION STATION DISK
 CR0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0394_STAMPING: FLINT 1958
 CR0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0394+STABILITY: SURFACE MOTION
 CR0394
 CR0394  HISTORY     - Date     Condition        Report By
 CR0394  HISTORY     - 1958     MONUMENTED       CGS
 CR0394  HISTORY     - 1959     GOOD             NGS
 CR0394  HISTORY     - 1969     GOOD             CGS
 CR0394  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0394  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0394
 CR0394                          STATION DESCRIPTION
 CR0394
 CR0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR0394'THE STATION IS LOCATED NEAR THE NORTH EDGE OF A CULTIVATED
 CR0394'FIELD NEAR AN EAST-WEST FENCE LINE AND IS ABOUT 0.1 MILE
 CR0394'BELOW THE HIGHEST PART OF THE RIDGE.  IT IS ABOUT 12 MILES
 CR0394'SOUTH OF TYLER AND 2-1/2 MILES NORTH OF BULLARD.  IT IS
 CR0394'24 FEET EAST-SOUTHEAST OF THE CENTER OF A WIRE GATE AND
 CR0394'11 FEET SOUTH OF A WHITE WITNESS POST AND A EAST-WEST FENCE
 CR0394'LINE.  THE MARK IS 1 FOOT BELOW THE SURFACE OF THE GROUND
 CR0394'AND IS STAMPED FLINT 1958.
 CR0394'
 CR0394'REFERENCE MARK NO. 1 IS 20 FEET EAST OF A WHITE WITNESS
 CR0394'POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  THE MARK
 CR0394'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR0394'STAMPED FLINT NO 1 1958.
 CR0394'
 CR0394'REFERENCE MARK NO. 2 IS 18 FEET WEST OF THE CENTER OF A
 CR0394'WIRE GATE AND 2 FEET NORTH OF AN EAST-WEST FENCE LINE.  THE
 CR0394'MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND
 CR0394'IS STAMPED FLINT NO 2 1958.
 CR0394'
 CR0394'A U.S.C. AND G.S. BENCH MARK WAS USED FOR THE AZIMUTH MARK.
 CR0394'IT IS 47 FEET NORTHEAST OF TELEPHONE POLE NO. 560, 42 FEET
 CR0394'EAST OF THE EAST RAIL OF A RAILROAD TRACK, 27 FEET WEST
 CR0394'OF THE CENTER OF AN OIL ROAD AND 1 FOOT SOUTHEAST OF A WHITE
 CR0394'WITNESS POST.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE
 CR0394'OF THE GROUND AND IS STAMPED R 95 1933.
 CR0394'
 CR0394'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BULLARD
 CR0394'GO NORTH ON AN OIL ROAD (OLD U.S. HIGHWAY 69) FOR 2.8 MILES
 CR0394'TO AN OIL ROAD LEFT.  (TO REACH THE AZIMUTH MARK TURN LEFT
 CR0394'ON THE OIL ROAD AND GO 0.4 MILES TO THE MARK ON THE LEFT
 CR0394'ABOUT 50 YARDS BEYOND WHERE THE OIL ROAD CROSSES THE RAILROAD
 CR0394'TRACKS.) TURN RIGHT ON A TRACK ROAD AND GO 0.1 MILE TO
 CR0394'A WIRE GATE AND THE STATION AS DESCRIBED.
 CR0394
 CR0394                          STATION RECOVERY (1959)
 CR0394
 CR0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CR0394'3.1 MI NW FROM BULLARD.
 CR0394'ABOUT 2.95 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0394'FROM THE POST OFFICE AT BULLARD, THENCE ABOUT 0.15 MILE EAST ALONG A
 CR0394'TRACK ROAD TO A SMALL THICKET, AT THE NORTH EDGE OF A FIELD, 39.8 FEET
 CR0394'EAST-SOUTHEAST OF FLINT R.M. 2, 23.2 FEET SOUTHWEST OF FLINT R.M. 1,
 CR0394'18 FEET SOUTHEAST OF THE EAST GATE POST, 11 1/2 FEET SOUTH OF AN
 CR0394'EAST-WEST FENCE, 11.2 FEET SOUTH OF A WOODEN WITNESS POST, AND IN THE
 CR0394'TOP OF A CONCRETE POST 15 INCHES BELOW THE GROUND.
 CR0394
 CR0394                          STATION RECOVERY (1969)
 CR0394
 CR0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CR0394'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CR0394'IN GOOD CONDITION.  THE AZIMUTH MARK (BENCH MARK R 95 1933)
 CR0394'WAS FOUND TO HAVE BEEN DESTROYED.  NO OBJECTS WERE VISIBLE
 CR0394'FROM THE GROUND TO SET A NEW AZIMUTH MARK.
 CR0394'
 CR0394'THE ORIGINAL DESCRIPTION AND ROUTE PROCEEDING TO STATION
 CR0394'ARE ADEQUATE FOR RECOVERY.
 CR0394'
 CR0394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 CR0394'3 MILES NORTHWEST OF BULLARD.
 CR0394
 CR0394                          STATION RECOVERY (1991)
 CR0394
 CR0394'RECOVERY NOTE BY US POWER SQUADRON 1991 (PJ)
 CR0394'MARK NOT FOUND.
 CR0394
 CR0394                          STATION RECOVERY (1996)
 CR0394
 CR0394'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0395 ***********************************************************************
 CR0395  DESIGNATION -  FLINT RM 1
 CR0395  PID         -  CR0395
 CR0395  STATE/COUNTY-  TX/SMITH
 CR0395  USGS QUAD   -  BULLARD (1973)
 CR0395
 CR0395                         *CURRENT SURVEY CONTROL
 CR0395  ___________________________________________________________________
 CR0395* NAD 83(1986)-  32 10 34.     (N)    095 20 37.     (W)     SCALED    
 CR0395* NAVD 88     -       167.759  (meters)     550.39   (feet)  ADJUSTED  
 CR0395  ___________________________________________________________________
 CR0395  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0395  DYNAMIC HT  -         167.561 (meters)     549.74  (feet)  COMP
 CR0395  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 CR0395
 CR0395  VERT ORDER  -  FIRST     CLASS II
 CR0395
 CR0395.The horizontal coordinates were scaled from a topographic map and have
 CR0395.an estimated accuracy of +/- 6 seconds.
 CR0395
 CR0395.The orthometric height was determined by differential leveling
 CR0395.and adjusted by the National Geodetic Survey in June 1991..
 CR0395
 CR0395.The geoid height was determined by GEOID03.
 CR0395
 CR0395.The dynamic height is computed by dividing the NAVD 88
 CR0395.geopotential number by the normal gravity value computed on the
 CR0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0395.degrees latitude (g = 980.6199 gals.).
 CR0395
 CR0395.The modeled gravity was interpolated from observed gravity values.
 CR0395
 CR0395;                    North         East    Units  Estimated Accuracy
 CR0395;SPC TXNC     - 2,060,970.      897,640.      MT  (+/- 180 meters Scaled)
 CR0395
 CR0395                          SUPERSEDED SURVEY CONTROL
 CR0395
 CR0395  NGVD 29 (??/??/92)  167.787  (m)          550.48   (f) ADJ UNCH    1 2
 CR0395
 CR0395.Superseded values are not recommended for survey control.
 CR0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0395.See file dsdata.txt to determine how the superseded data were derived.
 CR0395
 CR0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR790623(NAD 83)
 CR0395_MARKER: DR = REFERENCE MARK DISK
 CR0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0395_STAMPING: FLINT NO 1 1958
 CR0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0395+STABILITY: SURFACE MOTION
 CR0395
 CR0395  HISTORY     - Date     Condition        Report By
 CR0395  HISTORY     - 1958     MONUMENTED       CGS
 CR0395  HISTORY     - 1959     GOOD             NGS
 CR0395  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0395  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0395
 CR0395                          STATION DESCRIPTION
 CR0395
 CR0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0395'3.1 MI NW FROM BULLARD.
 CR0395'ABOUT 2.95 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0395'FROM THE POST OFFICE AT BULLARD, THENCE ABOUT 0.15 MILE EAST ALONG A
 CR0395'TRACK ROAD TO A SMALL THICKET, AT THE NORTH EDGE OF A FIELD, 23.2 FEET
 CR0395'NORTHEAST OF TRIANGULATION STATION FLINT 1958, 34.2 FEET EAST OF THE
 CR0395'EAST GATE POST, 20.2 FEET EAST OF A WOODEN WITNESS POST, AND IN THE
 CR0395'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CR0395
 CR0395                          STATION RECOVERY (1991)
 CR0395
 CR0395'RECOVERY NOTE BY US POWER SQUADRON 1991 (PJ)
 CR0395'MARK NOT FOUND.
 CR0395
 CR0395                          STATION RECOVERY (1996)
 CR0395
 CR0395'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0393 ***********************************************************************
 CR0393  DESIGNATION -  FLINT RM 2
 CR0393  PID         -  CR0393
 CR0393  STATE/COUNTY-  TX/SMITH
 CR0393  USGS QUAD   -  BULLARD (1973)
 CR0393
 CR0393                         *CURRENT SURVEY CONTROL
 CR0393  ___________________________________________________________________
 CR0393* NAD 83(1986)-  32 10 34.     (N)    095 20 37.     (W)     SCALED    
 CR0393* NAVD 88     -       166.945  (meters)     547.72   (feet)  ADJUSTED  
 CR0393  ___________________________________________________________________
 CR0393  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0393  DYNAMIC HT  -         166.747 (meters)     547.07  (feet)  COMP
 CR0393  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 CR0393
 CR0393  VERT ORDER  -  FIRST     CLASS II
 CR0393
 CR0393.The horizontal coordinates were scaled from a topographic map and have
 CR0393.an estimated accuracy of +/- 6 seconds.
 CR0393
 CR0393.The orthometric height was determined by differential leveling
 CR0393.and adjusted by the National Geodetic Survey in June 1991..
 CR0393
 CR0393.The geoid height was determined by GEOID03.
 CR0393
 CR0393.The dynamic height is computed by dividing the NAVD 88
 CR0393.geopotential number by the normal gravity value computed on the
 CR0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0393.degrees latitude (g = 980.6199 gals.).
 CR0393
 CR0393.The modeled gravity was interpolated from observed gravity values.
 CR0393
 CR0393;                    North         East    Units  Estimated Accuracy
 CR0393;SPC TXNC     - 2,060,970.      897,640.      MT  (+/- 180 meters Scaled)
 CR0393
 CR0393                          SUPERSEDED SURVEY CONTROL
 CR0393
 CR0393  NGVD 29 (??/??/92)  166.973  (m)          547.81   (f) ADJ UNCH    1 2
 CR0393
 CR0393.Superseded values are not recommended for survey control.
 CR0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0393.See file dsdata.txt to determine how the superseded data were derived.
 CR0393
 CR0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR790623(NAD 83)
 CR0393_MARKER: DR = REFERENCE MARK DISK
 CR0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0393_STAMPING: FLINT NO 2 1958
 CR0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0393+STABILITY: SURFACE MOTION
 CR0393
 CR0393  HISTORY     - Date     Condition        Report By
 CR0393  HISTORY     - 1958     MONUMENTED       CGS
 CR0393  HISTORY     - 1959     GOOD             NGS
 CR0393  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0393  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0393
 CR0393                          STATION DESCRIPTION
 CR0393
 CR0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0393'3.1 MI NW FROM BULLARD.
 CR0393'ABOUT 2.95 MILES NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 CR0393'FROM THE POST OFFICE AT BULLARD, THENCE ABOUT 0.15 MILE EAST ALONG A
 CR0393'TRACK ROAD TO SMALL THICKET, AT THE NORTH EDGE OF A FIELD, 39.8 FEET
 CR0393'WEST-NORTHWEST OF TRIANGULATION STATION FLINT 1958, 10 1/2 FEET WEST
 CR0393'OF A 10-INCH OAK TREE WHICH IS SERVING AS A GATE POST, 2 FEET NORTH OF
 CR0393'A FENCE, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CR0393
 CR0393                          STATION RECOVERY (1991)
 CR0393
 CR0393'RECOVERY NOTE BY US POWER SQUADRON 1991 (PJ)
 CR0393'MARK NOT FOUND.
 CR0393
 CR0393                          STATION RECOVERY (1996)
 CR0393
 CR0393'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0207 ***********************************************************************
 AH0207  DESIGNATION -  FLOERKE
 AH0207  PID         -  AH0207
 AH0207  STATE/COUNTY-  TX/SAN PATRICIO
 AH0207  USGS QUAD   -  GREGORY (1975)
 AH0207
 AH0207                         *CURRENT SURVEY CONTROL
 AH0207  ___________________________________________________________________
 AH0207* NAD 83(1993)-  27 56 54.05083(N)    097 20 27.54389(W)     ADJUSTED  
 AH0207* NAVD 88     -        10.924  (meters)      35.84   (feet)  ADJUSTED  
 AH0207  ___________________________________________________________________
 AH0207  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AH0207  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AH0207  DYNAMIC HT  -          10.908 (meters)      35.79  (feet)  COMP
 AH0207  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 AH0207
 AH0207  HORZ ORDER  -  FIRST
 AH0207  VERT ORDER  -  FIRST     CLASS II
 AH0207
 AH0207.The horizontal coordinates were established by classical geodetic methods
 AH0207.and adjusted by the National Geodetic Survey in February 1996..
 AH0207
 AH0207.The orthometric height was determined by differential leveling
 AH0207.and adjusted by the National Geodetic Survey in June 1991..
 AH0207
 AH0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0207
 AH0207.The geoid height was determined by GEOID03.
 AH0207
 AH0207.The dynamic height is computed by dividing the NAVD 88
 AH0207.geopotential number by the normal gravity value computed on the
 AH0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0207.degrees latitude (g = 980.6199 gals.).
 AH0207
 AH0207.The modeled gravity was interpolated from observed gravity values.
 AH0207
 AH0207;                    North         East     Units Scale Factor Converg.
 AH0207;SPC TX S     - 5,253,326.755   414,059.200   MT  1.00003114   +0 31 34.3
 AH0207;SPC TX S     -17,235,289.53  1,358,459.23   sFT  1.00003114   +0 31 34.3
 AH0207;SPC TXSC     - 4,013,906.004   763,281.159   MT  1.00015324   +0 48 46.0
 AH0207;SPC TXSC     -13,168,956.61  2,504,198.27   sFT  1.00015324   +0 48 46.0
 AH0207;UTM  14      - 3,092,588.201   663,209.192   MT  0.99992878   +0 46 39.8
 AH0207
 AH0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0207!SPC TX S     -   1.00000250  x   1.00003114  =   1.00003364
 AH0207!SPC TXSC     -   1.00000250  x   1.00015324  =   1.00015574
 AH0207!UTM  14      -   1.00000250  x   0.99992878  =   0.99993128
 AH0207
 AH0207|---------------------------------------------------------------------|
 AH0207| PID    Reference Object                     Distance      Geod. Az  |
 AH0207|                                                           dddmmss.s |
 AH0207| AH0206 FLOERKE RM 2                         35.144 METERS 04210     |
 AH0207| AH1117 BLANCO                              APPROX. 6.1 KM 0462039.2 |
 AH0207| AH1370 CORPUS CHRI PLAZA HOTEL ELEV        APPROX.17.7 KM 1980224.9 |
 AH0207| AH1363 CORPUS CHRISTI 12TH ST MUN TK       APPROX.19.9 KM 1982836.9 |
 AH0207| AH1377 CORPUS CHRI ARANSAS COMP CO TK      APPROX.16.2 KM 1994706.6 |
 AH0207| AH1357 CORPUS CHRISTI PORT TANK            APPROX.16.2 KM 1995357.9 |
 AH0207| AH1364 CORPUS CHRISTI S RANKIN ST TK       APPROX.18.1 KM 2002415.4 |
 AH0207| AH1382 TAFT CENTRAL PWR AND LT CO TK       APPROX. 6.9 KM 3043012.9 |
 AH0207| AH0205 FLOERKE RM 1                                       30836     |
 AH0207|---------------------------------------------------------------------|
 AH0207
 AH0207                          SUPERSEDED SURVEY CONTROL
 AH0207
 AH0207  NAD 83(1986)-  27 56 54.05822(N)    097 20 27.52043(W) AD(       ) 1
 AH0207  NAD 27      -  27 56 52.98700(N)    097 20 26.54700(W) AD(       ) 1
 AH0207  NGVD 29 (??/??/92)   11.106  (m)           36.44   (f) ADJ UNCH    1 2
 AH0207
 AH0207.Superseded values are not recommended for survey control.
 AH0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0207.See file dsdata.txt to determine how the superseded data were derived.
 AH0207
 AH0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6320992588(NAD 83)
 AH0207_MARKER: DS = TRIANGULATION STATION DISK
 AH0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0207_STAMPING: FLOERKE 1931
 AH0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0207+STABILITY: SURFACE MOTION
 AH0207
 AH0207  HISTORY     - Date     Condition        Report By
 AH0207  HISTORY     - 1931     MONUMENTED       CGS
 AH0207  HISTORY     - 1934     GOOD             CGS
 AH0207  HISTORY     - 1937     GOOD             TXHD
 AH0207  HISTORY     - 1942     GOOD             CGS
 AH0207  HISTORY     - 1949     GOOD             CGS
 AH0207  HISTORY     - 1952     GOOD             CGS
 AH0207  HISTORY     - 1959     GOOD             NGS
 AH0207  HISTORY     - 1973     GOOD             TXHD
 AH0207  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0207  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0207
 AH0207                          STATION DESCRIPTION
 AH0207
 AH0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AH0207'ABOUT 12 MILES N OF CORPUS CHRISTI, 4 MILES SE OF TAFT, AND
 AH0207'3-1/2 MILES NW OF GREGORY, ON S SIDE OF PAVED ROUTE NO. 16,
 AH0207'ON LAND OWNED BY GEORGE FLOERKS, JUST E OF MIDWAY RAILWAY
 AH0207'STATION, ABOUT 300 YARDS SE OF SWITCH, IN STOCK LOT, 30 YARDS
 AH0207'NW OF FLOERKES HOUSE, 10 YARDS NE OF BARN, 67.7 FEET SW OF SW
 AH0207'RAIL, AND 21 FEET S OF RIGHT-OF-WAY FENCE.
 AH0207'
 AH0207'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AH0207'DISKS SET IN CONCRETE.
 AH0207'SURFACE MARK PROJECTS 4 INCHES ABOVE GROUND.
 AH0207'
 AH0207'REFERENCE MARK NO. 1 IS BETWEEN HIGHWAY AND RAILWAY, 6 FEET
 AH0207'INSIDE RAILWAY PROPERTY LINE, ABOUT 1/4 MILE NW OF T-ROAD
 AH0207'LEADING NE ALONG HIGH LINE, ABOUT 35 FEET NE OF TRACKS, ABOUT
 AH0207'90 FEET E OF SWITCH ON TRACK, AND ABOUT 300 METERS (984 FEET)
 AH0207'FROM STATION N 41 DEG 14 MIN W.
 AH0207'
 AH0207'REFERENCE MARK NO. 2 IS 45 FEET NE OF CENTER OF RAILWAY TRACK,
 AH0207'ABOUT 60 FEET NW OF ABOVE-MENTIONED HIGH LINE WHICH CROSSES
 AH0207'TRACKS, AND NEARLY OPPOSITE TRACK FROM STATION, BEING 115.3
 AH0207'FEET FROM STATION N 42 DEG 10 MIN E.
 AH0207
 AH0207                          STATION RECOVERY (1934)
 AH0207
 AH0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AH0207'STATION WAS FOUND IN GOOD CONDITION AND NO CHANGES FROM DESCRIPTION
 AH0207'BY F.L.G. 1931.
 AH0207'
 AH0207'REFERENCE MARK NO. 2 FOUND IN GOOD CONDITION.
 AH0207'
 AH0207'REFERENCE MARK NO. 1 WAS NOT SEARCHED FOR.
 AH0207
 AH0207                          STATION RECOVERY (1937)
 AH0207
 AH0207'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AH0207'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AH0207'DESCRIPTION OF 1931 GOOD EXCEPT THAT THERE IS NO LONGER A
 AH0207'RAILWAY STATION (MIDWAY) OF A SWITCH IN THE RAILWAY TRACT
 AH0207'CALLED FOR AT THIS POINT IN THE ORIGINAL DESCRIPTION.  THE
 AH0207'STATION IS 240 FEET (PACED) NW ALONG RAILWAY RIGHT-OF-WAY
 AH0207'FENCE AND 21 FEET SW OF SAME FENCE FROM DRIVE IN TO MR. FLOERKES
 AH0207'HOUSE.  IT IS ALSO 40 FEET (PACED) SE OF THE MEXICAN HOUSE
 AH0207'WHICH IS THE FARTHEST E OF A ROW OF MEXICAN HOUSES WHICH
 AH0207'PARALLEL THE RAILWAY AT THIS POINT.
 AH0207
 AH0207                          STATION RECOVERY (1942)
 AH0207
 AH0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AH0207'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AH0207'CONDITION.
 AH0207'
 AH0207'STATION IS ABOUT 12.0 MILES N OF CORPUS CHRISTI, 4.0 MILES
 AH0207'SE OF TAFT AND 3.6 MILES NW OF GREGORY.  IT IS ON THE SW SIDE
 AH0207'OF U.S. HIGHWAY 77, ON LAND OWNED BY GEORGE GLOERKE IN 1942,
 AH0207'ABOUT 95.0 FEET NW OF MR. FLOERKES HOUSE AND 30.0 FEET NE OF
 AH0207'BARN.  IT IS 68.0 FEET SW OF THE SW RAIL OF THE SOUTHERN PACIFIC
 AH0207'RAILROAD AND 21.0 FEET SW OF THE RIGHT-OF-WAY FENCE.  STATION
 AH0207'MARK IS STAMPED FLOERKE 1931.  THE MONUMENT PROJECTS
 AH0207'0.3 FOOT.
 AH0207'
 AH0207'REFERENCE MARK NO. 1 IS ABOUT 0.25 MILE NW OF INTERSECTION
 AH0207'OF ROAD LEADING NE ALONG POWERLINE, ABOUT 990.0 FEET NORTHWESTERLY
 AH0207'FROM THE STATION AND 35.0 FEET NE OF THE CENTER LINE OF THE
 AH0207'TRACKS.  IT IS BETWEEN THE HIGHWAY AND RAILROAD TRACKS, ON THE
 AH0207'SOUTHERN PACIFIC RIGHT-OF-WAY AND ABOUT 33.0 FEET SW OF THE
 AH0207'CENTER LINE OF THE HIGHWAY.  THE MONUMENT PROJECTS 0.5 FOOT.
 AH0207'REFERENCE MARK IS STAMPED FLOERKE NO. 1 1931.
 AH0207'
 AH0207'REFERENCE MARK NO. 2 IS 115.3 FEET NORTHEASTERLY FROM THE
 AH0207'STATION, 60.0 FEET NE OF POINT WHERE POWER LINE CROSSES TRACKS
 AH0207'AND 45.0 FEET NE OF THE CENTER LINE OF THE TRACKS.  IT IS
 AH0207'BETWEEN THE HIGHWAY AND RAILROAD.  THE MONUMENT PROJECTS 0.5 FOOT.
 AH0207'REFERENCE MARK IS STAMPED FLOERKE NO. 2 1931.
 AH0207
 AH0207                          STATION RECOVERY (1949)
 AH0207
 AH0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH0207'STATION AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 AH0207'AND AS DESCRIBED IN 1942 WITH THE FOLLOWING EXCEPTION--
 AH0207'
 AH0207'1.  AND 30.0 FEET NE OF BARN SHOULD BE DELETED FROM THE
 AH0207'DESCRIPTION.
 AH0207'
 AH0207'DELETE FROM DESCRIPTION FOR R.M. 1 - ABOUT 90 FEET E OF SWITCH
 AH0207'ON TRACK.  NO SIGN OF SWITCH OR STATION.
 AH0207'
 AH0207'ADD TO DESCRIPTION FOR R.M. 1 - 96 FEET N OF TELEPHONE POLE E
 AH0207'38, ABOUT 66 FEET SE OF U.S. HIGHWAY 181, AND 384 FEET NW OF
 AH0207'T-ROAD LEADING NE.
 AH0207
 AH0207                          STATION RECOVERY (1952)
 AH0207
 AH0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AH0207'COPIED FROM RECONNAISSANCE DESCRIPTION--
 AH0207'
 AH0207'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 AH0207'CONDITION.  THE STATION IS ON THE PROPERTY OF MR. MAX FLOERKE.
 AH0207
 AH0207                          STATION RECOVERY (1959)
 AH0207
 AH0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0207'3.6 MI NW FROM GREGORY.
 AH0207'ABOUT 3.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0207'FROM THE STATION AT GREGORY, 68 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 AH0207'ABOUT 300 FEET NORTHWEST OF A 2 STORIED FARMHOUSE, 7 FEET SOUTH OF THE
 AH0207'SOUTH CORNER OF A METAL BUILDING, 42 1/2 FEET WEST OF A TELEPHONE
 AH0207'POLE, 115.0 FEET SOUTHWEST OF R.M.2 FLOERKE, ABOUT 250 FEET NORTHWEST
 AH0207'OF A PRIVATE ROAD CROSSING, ABOUT 3 FEET BELOW THE LEVEL OF THE
 AH0207'TRACKS, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AH0207
 AH0207                          STATION RECOVERY (1973)
 AH0207
 AH0207'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973 (MLM)
 AH0207'FLOERKE 1931-GOOD
 AH0207'
 AH0207'R.M. 1-UNABLE TO LOCATE
 AH0207'
 AH0207'R.M. 2-WAS NOT SEARCHED FOR
 AH0207
 AH0207                          STATION RECOVERY (1978)
 AH0207
 AH0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0207'SEARCHED FOR NOT RECOVERED THIS DATE.
 AH0207
 AH0207                          STATION RECOVERY (1995)
 AH0207
 AH0207'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0205 ***********************************************************************
 AH0205  DESIGNATION -  FLOERKE RM 1
 AH0205  PID         -  AH0205
 AH0205  STATE/COUNTY-  TX/SAN PATRICIO
 AH0205  USGS QUAD   -  GREGORY (1975)
 AH0205
 AH0205                         *CURRENT SURVEY CONTROL
 AH0205  ___________________________________________________________________
 AH0205* NAD 83(1986)-  27 56 59.     (N)    097 20 33.     (W)     SCALED    
 AH0205* NAVD 88     -        10.961  (meters)      35.96   (feet)  ADJUSTED  
 AH0205  ___________________________________________________________________
 AH0205  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AH0205  DYNAMIC HT  -          10.944 (meters)      35.91  (feet)  COMP
 AH0205  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 AH0205
 AH0205  VERT ORDER  -  FIRST     CLASS II
 AH0205
 AH0205.The horizontal coordinates were scaled from a topographic map and have
 AH0205.an estimated accuracy of +/- 6 seconds.
 AH0205
 AH0205.The orthometric height was determined by differential leveling
 AH0205.and adjusted by the National Geodetic Survey in June 1991..
 AH0205
 AH0205.The geoid height was determined by GEOID03.
 AH0205
 AH0205.The dynamic height is computed by dividing the NAVD 88
 AH0205.geopotential number by the normal gravity value computed on the
 AH0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0205.degrees latitude (g = 980.6199 gals.).
 AH0205
 AH0205.The modeled gravity was interpolated from observed gravity values.
 AH0205
 AH0205;                    North         East    Units  Estimated Accuracy
 AH0205;SPC TX S     - 5,253,480.      413,910.      MT  (+/- 180 meters Scaled)
 AH0205
 AH0205                          SUPERSEDED SURVEY CONTROL
 AH0205
 AH0205  NGVD 29 (??/??/92)   11.14   (m)           36.5    (f) COMPUTED    1 2
 AH0205
 AH0205.Superseded values are not recommended for survey control.
 AH0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0205.See file dsdata.txt to determine how the superseded data were derived.
 AH0205
 AH0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR630927(NAD 83)
 AH0205_MARKER: DR = REFERENCE MARK DISK
 AH0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0205_STAMPING: FLOERKE 1931 NO 1
 AH0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0205+STABILITY: SURFACE MOTION
 AH0205
 AH0205  HISTORY     - Date     Condition        Report By
 AH0205  HISTORY     - 1931     MONUMENTED       CGS
 AH0205  HISTORY     - 1959     GOOD             NGS
 AH0205  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0205  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0205
 AH0205                          STATION DESCRIPTION
 AH0205
 AH0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0205'3.7 MI NW FROM GREGORY.
 AH0205'ABOUT 3.7 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0205'FROM THE STATION AT GREGORY, ABOUT 0.05 MILE NORTHWEST OF THE JUNCTION
 AH0205'OF A PAVED ROAD LEADING NORTH, 41 1/2 FEET NORTHEAST OF THE NORTHEAST
 AH0205'RAIL, 70 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 181, 55
 AH0205'1/2 FEET NORTH OF A TELEPHONE POLE, 1.2 FEET SOUTHWEST OF A METAL
 AH0205'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 3 FEET BELOW THE
 AH0205'LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 AH0205'INCHES.
 AH0205
 AH0205                          STATION RECOVERY (1978)
 AH0205
 AH0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0205'SEARCHED FOR NOT RECOVERED THIS DATE.
 AH0205
 AH0205                          STATION RECOVERY (1995)
 AH0205
 AH0205'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0206 ***********************************************************************
 AH0206  DESIGNATION -  FLOERKE RM 2
 AH0206  PID         -  AH0206
 AH0206  STATE/COUNTY-  TX/SAN PATRICIO
 AH0206  USGS QUAD   -  GREGORY (1975)
 AH0206
 AH0206                         *CURRENT SURVEY CONTROL
 AH0206  ___________________________________________________________________
 AH0206* NAD 83(1986)-  27 56 54.     (N)    097 20 25.     (W)     SCALED    
 AH0206* NAVD 88     -        10.861  (meters)      35.63   (feet)  ADJUSTED  
 AH0206  ___________________________________________________________________
 AH0206  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AH0206  DYNAMIC HT  -          10.845 (meters)      35.58  (feet)  COMP
 AH0206  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 AH0206
 AH0206  VERT ORDER  -  FIRST     CLASS II
 AH0206
 AH0206.The horizontal coordinates were scaled from a topographic map and have
 AH0206.an estimated accuracy of +/- 6 seconds.
 AH0206
 AH0206.The orthometric height was determined by differential leveling
 AH0206.and adjusted by the National Geodetic Survey in June 1991..
 AH0206
 AH0206.The geoid height was determined by GEOID03.
 AH0206
 AH0206.The dynamic height is computed by dividing the NAVD 88
 AH0206.geopotential number by the normal gravity value computed on the
 AH0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0206.degrees latitude (g = 980.6199 gals.).
 AH0206
 AH0206.The modeled gravity was interpolated from observed gravity values.
 AH0206
 AH0206;                    North         East    Units  Estimated Accuracy
 AH0206;SPC TX S     - 5,253,330.      414,130.      MT  (+/- 180 meters Scaled)
 AH0206
 AH0206                          SUPERSEDED SURVEY CONTROL
 AH0206
 AH0206  NGVD 29 (??/??/92)   11.04   (m)           36.2    (f) COMPUTED    1 2
 AH0206
 AH0206.Superseded values are not recommended for survey control.
 AH0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0206.See file dsdata.txt to determine how the superseded data were derived.
 AH0206
 AH0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR632925(NAD 83)
 AH0206_MARKER: DR = REFERENCE MARK DISK
 AH0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0206_STAMPING: FLOERKE 1931 NO 2
 AH0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0206+STABILITY: SURFACE MOTION
 AH0206
 AH0206  HISTORY     - Date     Condition        Report By
 AH0206  HISTORY     - 1931     MONUMENTED       CGS
 AH0206  HISTORY     - 1959     GOOD             NGS
 AH0206  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0206  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0206
 AH0206                          STATION DESCRIPTION
 AH0206
 AH0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0206'3.6 MI NW FROM GREGORY.
 AH0206'ABOUT 3.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0206'FROM THE STATION AT GREGORY, 40 FEET NORTHEAST OF THE NORTHEAST RAIL,
 AH0206'71 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 181, 115 FEET
 AH0206'NORTHEAST OF TRIANGULATION STATION FLOERKE, ABOUT 300 FEET NORTH OF A
 AH0206'2 STORIED HOUSE, ABOUT 230 FEET NORTHWEST OF THE CENTER OF A PRIVATE
 AH0206'ROAD CROSSING, 16 FEET SOUTH OF A TELEPHONE POLE, 63 FEET NORTHWEST OF
 AH0206'A POWER POLE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 AH0206'WITH THE HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND IN
 AH0206'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AH0206
 AH0206                          STATION RECOVERY (1978)
 AH0206
 AH0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0206'SEARCHED FOR NOT RECOVERED THIS DATE.
 AH0206
 AH0206                          STATION RECOVERY (1995)
 AH0206
 AH0206'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1026 ***********************************************************************
 CA1026  DESIGNATION -  FLOR SEC
 CA1026  PID         -  CA1026
 CA1026  STATE/COUNTY-  TX/MILLS
 CA1026  USGS QUAD   -  MULLIN (1980)
 CA1026
 CA1026                         *CURRENT SURVEY CONTROL
 CA1026  ___________________________________________________________________
 CA1026* NAD 83(1993)-  31 31 34.60766(N)    098 44 27.67989(W)     ADJUSTED  
 CA1026* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 CA1026  ___________________________________________________________________
 CA1026  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CA1026  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CA1026
 CA1026  HORZ ORDER  -  THIRD
 CA1026
 CA1026.The horizontal coordinates were established by classical geodetic methods
 CA1026.and adjusted by the National Geodetic Survey in February 1996..
 CA1026
 CA1026.The orthometric height was scaled from a topographic map.
 CA1026
 CA1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1026
 CA1026.The geoid height was determined by GEOID03.
 CA1026
 CA1026;                    North         East     Units Scale Factor Converg.
 CA1026;SPC TX C     - 3,207,233.527   851,214.206   MT  0.99992357   +0 49 12.5
 CA1026;SPC TX C     -10,522,398.66  2,792,691.94   sFT  0.99992357   +0 49 12.5
 CA1026;UTM  14      - 3,487,958.408   524,586.808   MT  0.99960746   +0 08 07.5
 CA1026
 CA1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1026!SPC TX C     -   0.99993773  x   0.99992357  =   0.99986130
 CA1026!UTM  14      -   0.99993773  x   0.99960746  =   0.99954521
 CA1026
 CA1026:                Primary Azimuth Mark                     Grid Az
 CA1026:SPC TX C     -  WILSON USA                               243 39 15.1
 CA1026:UTM  14      -  WILSON USA                               244 20 20.1
 CA1026
 CA1026|---------------------------------------------------------------------|
 CA1026| PID    Reference Object                     Distance      Geod. Az  |
 CA1026|                                                           dddmmss.s |
 CA1026| CA1027 WILSON USA                          APPROX. 5.7 KM 2442827.6 |
 CA1026|---------------------------------------------------------------------|
 CA1026
 CA1026                          SUPERSEDED SURVEY CONTROL
 CA1026
 CA1026  NAD 83(1986)-  31 31 34.61871(N)    098 44 27.66379(W) AD(       ) 3
 CA1026  NAD 27      -  31 31 34.04600(N)    098 44 26.48331(W) AD(       ) 3
 CA1026
 CA1026.Superseded values are not recommended for survey control.
 CA1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1026.See file dsdata.txt to determine how the superseded data were derived.
 CA1026
 CA1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV2458787958(NAD 83)
 CA1026_MARKER: Z = SEE DESCRIPTION
 CA1026_SETTING: 0 = UNSPECIFIED SETTING
 CA1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1026
 CA1026  HISTORY     - Date     Condition        Report By
 CA1026  HISTORY     - 1947     MONUMENTED       USGS
 CA1026
 CA1026                          STATION DESCRIPTION
 CA1026
 CA1026'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CA1026'MULLIN, TEXAS, 6.0 MI. SW. OF, 0.25 MI. N. OF PECAN BAYOU, 1.0 MI. W.
 CA1026'OF RD., ON S. POINT OF RIDGE.
 CA1026'
 CA1026'STATION MARK--BULLET SET IN CEMENT, POINT UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0939 ***********************************************************************
 BM0939  DESIGNATION -  FLORENCE WATER TANK
 BM0939  PID         -  BM0939
 BM0939  STATE/COUNTY-  TX/WILLIAMSON
 BM0939  USGS QUAD   -  FLORENCE (1976)
 BM0939
 BM0939                         *CURRENT SURVEY CONTROL
 BM0939  ___________________________________________________________________
 BM0939* NAD 83(1993)-  30 50 29.35019(N)    097 47 30.62113(W)     ADJUSTED  
 BM0939* NAVD 88     -                                                        
 BM0939  ___________________________________________________________________
 BM0939  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 BM0939  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BM0939
 BM0939  HORZ ORDER  -  THIRD
 BM0939
 BM0939.The horizontal coordinates were established by classical geodetic methods
 BM0939.and adjusted by the National Geodetic Survey in February 1996..
 BM0939
 BM0939
 BM0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0939
 BM0939.The geoid height was determined by GEOID03.
 BM0939
 BM0939;                    North         East     Units Scale Factor Converg.
 BM0939;SPC TX C     - 3,133,011.375   943,075.135   MT  0.99988562   +1 18 32.5
 BM0939;SPC TX C     -10,278,888.15  3,094,072.34   sFT  0.99988562   +1 18 32.5
 BM0939;UTM  14      - 3,412,659.362   615,532.789   MT  0.99976465   +0 37 10.0
 BM0939
 BM0939                          SUPERSEDED SURVEY CONTROL
 BM0939
 BM0939  NAD 83(1986)-  30 50 29.36041(N)    097 47 30.60823(W) AD(       ) 4
 BM0939  NAD 27      -  30 50 28.68200(N)    097 47 29.55800(W) AD(       ) 3
 BM0939
 BM0939.Superseded values are not recommended for survey control.
 BM0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0939.See file dsdata.txt to determine how the superseded data were derived.
 BM0939
 BM0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1553312659(NAD 83)
 BM0939_MARKER: 53 = ELEVATED TANK
 BM0939
 BM0939  HISTORY     - Date     Condition        Report By
 BM0939  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0939  HISTORY     - 1957     GOOD             AMS
 BM0939
 BM0939                          STATION DESCRIPTION
 BM0939
 BM0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0939'THIS INTERSECTION STATION IS THE WATER TANK OF THE TOWN WATER
 BM0939'SUPPLY, LOCATED 1/2 BLOCK NE OF THE CENTER OF THE TOWN.  IT IS
 BM0939'A FOUR-LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH PAINTED
 BM0939'SILVER WITH THE BLACK LETTERING FLORENCE PAINTED ON THE N AND S
 BM0939'SIDES.  POINT OBSERVED UPON WAS THE FINIAL ON THE APEX OF THE
 BM0939'ROOF.
 BM0939
 BM0939                          STATION RECOVERY (1957)
 BM0939
 BM0939'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BM0939'THE STATION, THE FINIAL ON THE APEX OF THE WATER TANK ROOF WAS
 BM0939'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS--88.5 FEET
 BM0939'NNW OF SMALL SHED, 211.5 FEET E OF CENTERLINE NNW-SSE STREET, 51
 BM0939'FEET SSE OF CENTER OF ROUND CONCRETE TANK, 110.5 FEET WSW
 BM0939'OF CENTERLINE OF NNW-SSE STREET, AND 193.5 FEET SSW OF
 BM0939'INTERSECTION CENTERLINE OF NNW-SSE STREET AND ENE-WSW FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1646 ***********************************************************************
 AE1646  DESIGNATION -  FLORES
 AE1646  PID         -  AE1646
 AE1646  STATE/COUNTY-  TX/STARR
 AE1646  USGS QUAD   -  LOPENO (1965)
 AE1646
 AE1646                         *CURRENT SURVEY CONTROL
 AE1646  ___________________________________________________________________
 AE1646* NAD 83(1993)-  26 38 26.00697(N)    099 03 47.46986(W)     ADJUSTED  
 AE1646* NAVD 88     -       162.7    (meters)     534.     (feet)  VERTCON   
 AE1646  ___________________________________________________________________
 AE1646  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AE1646  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AE1646
 AE1646  HORZ ORDER  -  FIRST
 AE1646
 AE1646.The horizontal coordinates were established by classical geodetic methods
 AE1646.and adjusted by the National Geodetic Survey in February 1996..
 AE1646
 AE1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1646
 AE1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1646
 AE1646.The geoid height was determined by GEOID03.
 AE1646
 AE1646;                    North         East     Units Scale Factor Converg.
 AE1646;SPC TX S     - 5,108,024.474   243,929.382   MT  0.99991446   -0 15 20.5
 AE1646;SPC TX S     -16,758,576.96    800,291.65   sFT  0.99991446   -0 15 20.5
 AE1646;UTM  14      - 2,946,626.246   493,711.172   MT  0.99960049   -0 01 42.0
 AE1646
 AE1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1646!SPC TX S     -   0.99997810  x   0.99991446  =   0.99989256
 AE1646!UTM  14      -   0.99997810  x   0.99960049  =   0.99957859
 AE1646
 AE1646:                Primary Azimuth Mark                     Grid Az
 AE1646:SPC TX S     -  PRESA                                    030 12 55.2
 AE1646:UTM  14      -  PRESA                                    029 59 16.7
 AE1646
 AE1646|---------------------------------------------------------------------|
 AE1646| PID    Reference Object                     Distance      Geod. Az  |
 AE1646|                                                           dddmmss.s |
 AE1646| AE1645 PRESA                               APPROX. 8.8 KM 0295734.7 |
 AE1646| CV3179 FLORES RM                            16.700 METERS 05859     |
 AE1646| AE1650 WINDMILL A                          APPROX. 2.2 KM 1992211.3 |
 AE1646|---------------------------------------------------------------------|
 AE1646
 AE1646                          SUPERSEDED SURVEY CONTROL
 AE1646
 AE1646  NAD 83(1986)-  26 38 26.01012(N)    099 03 47.43133(W) AD(       ) 1
 AE1646  NAD 27      -  26 38 24.82100(N)    099 03 46.31200(W) AD(       ) 1
 AE1646  NGVD 29 (07/19/86)  162.7    (m)          534.     (f) VERT ANG       
 AE1646
 AE1646.Superseded values are not recommended for survey control.
 AE1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1646.See file dsdata.txt to determine how the superseded data were derived.
 AE1646
 AE1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ9371146626(NAD 83)
 AE1646_MARKER: DS = TRIANGULATION STATION DISK
 AE1646_SETTING: 0 = UNSPECIFIED SETTING
 AE1646
 AE1646  HISTORY     - Date     Condition        Report By
 AE1646  HISTORY     - 1917     MONUMENTED       CGS
 AE1646  HISTORY     - 1934     GOOD             LOCSUR
 AE1646
 AE1646                          STATION DESCRIPTION
 AE1646
 AE1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1646'STATION IS ON TOP OF A FLAT RIDGE 50 METERS (164 FEET)
 AE1646'W OF A WIRE FENCE SAID TO BE ON THE STARR-ZAPATA COUNTY LINE.
 AE1646'
 AE1646'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AE1646'
 AE1646'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1646'
 AE1646'REFERENCE MARK IS A STANDARD DISK SET IN BLOCK OF CONCRETE,
 AE1646'16.700 METERS (54.79 FEET) FROM STATION N 31 DEG 10 MIN E.
 AE1646'
 AE1646'STATION IS BEST REACHED BY GOING TO STATION BURROS AND FOLLOWING
 AE1646'THE RIDGE 1-1/4 MILES TO THE WESTWARD.
 AE1646'
 AE1646'ELEVATION OF STATION, 162.7 METERS (534 FEET).
 AE1646
 AE1646                          STATION RECOVERY (1934)
 AE1646
 AE1646'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 AE1646'RECOVERED BY UNITED GAS PUBLIC SERVICE CO MAPPING DEPT.
 AE1646'
 AE1646'STATION WAS FOUND IN PLACE AS DESCRIBED.  IT IS STAMPED
 AE1646'FLORES - 1917 - ELEV. 53.  THIS STATION IS E OF A WIRE
 AE1646'FENCE WHICH IS THE STARR-ZAPATA COUNTY LINE AND IS 153 FEET
 AE1646'SE FROM THE FENCE.
 AE1646'
 AE1646'TO REACH THE STATION, LEAVE ROMA-ZAPATA HIGHWAY APPROXIMATELY
 AE1646'18 MILES N OF ROMA, THENCE THROUGH CASA VERDE CORRALS 7 MILES
 AE1646'ALONG ROAD NE TO UNITED GAS SYSTEM PIPE LINE, THENCE N ALONG
 AE1646'PIPE LINE TO FIRST WIRE FENCE AND CATTLE GUARD (ZAPATA-STARR
 AE1646'COUNTY LINE), THENCE SW ALONG FENCE 6,900 FEET THENCE SE
 AE1646'153 FEET TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1347 ***********************************************************************
 GL1347  DESIGNATION -  FLORES
 GL1347  PID         -  GL1347
 GL1347  STATE/COUNTY-  TX/DALLAM
 GL1347  USGS QUAD   -  BRICKEL (1964)
 GL1347
 GL1347                         *CURRENT SURVEY CONTROL
 GL1347  ___________________________________________________________________
 GL1347* NAD 83(1993)-  36 18 48.37572(N)    102 10 14.47341(W)     ADJUSTED  
 GL1347* NAVD 88     -      1144.     (meters)    3753.     (feet)  VERTCON   
 GL1347  ___________________________________________________________________
 GL1347  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 GL1347  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 GL1347
 GL1347  HORZ ORDER  -  SECOND
 GL1347
 GL1347.The horizontal coordinates were established by classical geodetic methods
 GL1347.and adjusted by the National Geodetic Survey in February 1996..
 GL1347
 GL1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1347
 GL1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1347
 GL1347.The geoid height was determined by GEOID03.
 GL1347
 GL1347;                    North         East     Units Scale Factor Converg.
 GL1347;SPC TX N     - 1,256,862.258   139,767.058   MT  1.00003294   -0 23 19.3
 GL1347;SPC TX N     - 4,123,555.59    458,552.42   sFT  1.00003294   -0 23 19.3
 GL1347;UTM  13      - 4,022,430.109   754,017.459   MT  1.00039509   +1 40 35.1
 GL1347
 GL1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1347!SPC TX N     -   0.99982451  x   1.00003294  =   0.99985745
 GL1347!UTM  13      -   0.99982451  x   1.00039509  =   1.00021953
 GL1347
 GL1347:                Primary Azimuth Mark                     Grid Az
 GL1347:SPC TX N     -  STRATFORD SW PUB SER CO TANK             075 46 05.2
 GL1347:UTM  13      -  STRATFORD SW PUB SER CO TANK             073 42 10.8
 GL1347
 GL1347|---------------------------------------------------------------------|
 GL1347| PID    Reference Object                     Distance      Geod. Az  |
 GL1347|                                                           dddmmss.s |
 GL1347| GL1341 STRATFORD SW PUB SER CO TANK        APPROX. 9.2 KM 0752245.9 |
 GL1347| CM8093 FLORES AZ MK 2                                     0891301.5 |
 GL1347| CM8092 FLORES AZ MK                                       0901736.8 |
 GL1347| CM8094 FLORES RM 1                          23.311 METERS 10727     |
 GL1347| GL1359 CONLEN JD CRABTREE GRAIN ELEV       APPROX.10.9 KM 2152737.9 |
 GL1347| CM8095 FLORES RM 2                          21.050 METERS 24854     |
 GL1347| GL1349 FLORES 2 AZ MK                      391.867 METERS 27143     |
 GL1347| GL1348 FLORES 2                             29.309 METERS 29941     |
 GL1347|---------------------------------------------------------------------|
 GL1347
 GL1347                          SUPERSEDED SURVEY CONTROL
 GL1347
 GL1347  NAD 83(1993)-  36 18 48.37545(N)    102 10 14.47373(W) AD(       ) 2
 GL1347  NAD 83(1986)-  36 18 48.38653(N)    102 10 14.46289(W) AD(       ) 2
 GL1347  NAD 27      -  36 18 48.27900(N)    102 10 12.82900(W) AD(       ) 2
 GL1347  NGVD 29 (07/19/86) 1143.     (m)         3750.     (f) VERT ANG       
 GL1347
 GL1347.Superseded values are not recommended for survey control.
 GL1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1347.See file dsdata.txt to determine how the superseded data were derived.
 GL1347
 GL1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA5401722430(NAD 83)
 GL1347_MARKER: DS = TRIANGULATION STATION DISK
 GL1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1347
 GL1347  HISTORY     - Date     Condition        Report By
 GL1347  HISTORY     - 1953     MONUMENTED       CGS
 GL1347  HISTORY     - 1968     GOOD             USAF
 GL1347  HISTORY     - 1969     GOOD             CGS
 GL1347  HISTORY     - 1972     GOOD             NGS
 GL1347
 GL1347                          STATION DESCRIPTION
 GL1347
 GL1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1347'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF AN EAST-WEST DIRT
 GL1347'ROAD.  IT IS LOCATED AIRLINE ABOUT 7 MILES NORTHEAST OF CONLEN
 GL1347'AND ABOUT 6 MILES WEST-SOUTHWEST OF STRATFORD.
 GL1347'
 GL1347'THE STATION IS A STANDARD DISK STAMPED FLORES 1953 SET IN TOP
 GL1347'OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER AND
 GL1347'IS ABOUT FLUSH WITH THE GROUND.  IT IS 25 FEET NORTH OF AN
 GL1347'EAST-WEST FENCE LINE, 24 FEET SOUTH OF THE CENTER LINE OF A DIRT
 GL1347'ROAD, ABOUT 250 FEET WEST OF A CATTLE GUARD, AND 5-1/2-FEET
 GL1347'EAST OF A WHITE WITNESS POST.
 GL1347'
 GL1347'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMEPD FLORES NO 1
 GL1347'1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES
 GL1347'IN DIAMETER, PROJECTS ABOUT 2 INCHES ABOVE THE GROUND, AND IS ABOUT
 GL1347'THE SAME ELEVATION AS THE STATION.  IT IS 2 FEET NORTH OF AN
 GL1347'EAST-WEST FENCE LINE AND 36 FEET SOUTH OF THE CENTER LINE OF A
 GL1347'DIRT ROAD.
 GL1347'
 GL1347'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FLORES NO 2
 GL1347'1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES
 GL1347'IN DIAMETER, PROJECTS ABOUT 4 INCHES ABOVE THE GROUND, AND IS
 GL1347'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT NORTH OF
 GL1347'AN EAST-WEST FENCE LINE AND 37 FEET SOUTH OF THE CENTER LINE OF A
 GL1347'DIRT ROAD.
 GL1347'
 GL1347'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FLORES 1953 SET IN
 GL1347'TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER
 GL1347'AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 GL1347'NORTH OF AN EAST-WEST FENCE LINE AND 21 FEET SOUTH OF THE CENTER
 GL1347'LINE OF A DIRT ROAD.
 GL1347'
 GL1347'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND
 GL1347'287 IN THE SOUTH EDGE OF STRATFORD, GO WESTERLY ON U.S. HIGHWAY 54
 GL1347'FOR 2.2 MILES TO A DIRT SIDE ROAD, RIGHT.  TURN RIGHT AND FOLLOW
 GL1347'THE DIRT ROAD, WESTERLY, CROSSING THE RAILROAD TRACKS, FOR
 GL1347'3.15 MILES TO THE AZIMUTH MARK ON THE LEFT, SOUTH.  CONTINUE
 GL1347'WEST ON THE DIRT ROAD FOR 0.55 MILE TO A CATTLE GUARD AND THE
 GL1347'STATION.
 GL1347
 GL1347                          STATION RECOVERY (1968)
 GL1347
 GL1347'RECOVERY NOTE BY US AIR FORCE 1968
 GL1347'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  R.M. 1
 GL1347'AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 GL1347'WAS SEARCHED FOR BUT WAS NOT FOUND AND BELIEVED TO BE DESTROYED.
 GL1347
 GL1347                          STATION RECOVERY (1969)
 GL1347
 GL1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GL1347'STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 GL1347'GOOD CONDITION.  AZIMUTH MARK WAS FOUND DESTROYED BY GRADER
 GL1347'OPERATIONS.  A NEW AZIMUTH MARK WAS SET, 0.6 MILE EAST OF STATION,
 GL1347'33 FEET NORTH OF THE CENTERLINE OF EAST-WEST ROAD, 87 FEET WEST
 GL1347'OF A POWELINE POLE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 GL1347'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 GL1347'AND STAMPED FLORES 1953 1969.  PROJECTS 6 INCHES.  A METAL
 GL1347'WITNESS POST WAS SET IN FENCE LINE 25 FEET SOUTH OF THE STATION
 GL1347'MARK.
 GL1347'
 GL1347'THE 1953 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 GL1347'
 GL1347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI. SW OF
 GL1347'STRATFORD
 GL1347
 GL1347                          STATION RECOVERY (1972)
 GL1347
 GL1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CLN)
 GL1347'CONLEN, J. D. CRABTREE GRAIN ELEV. 1953-DISTANCE (TRAVERSE).
 GL1347'
 GL1347'R. M. NO. 2 AND AZIMUTH MARK-DISTANCE MEASURED WITH H/P AND RANGER.
 GL1347'
 GL1347'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 GL1347'IN GOOD CONDITION.  AZIMUTH MARK WAS FOUND TILTED, HAD BEEN HIT BY
 GL1347'ROAD MACHINERY.  THE DISTANCE TO THE REFERENCE MARKS WAS
 GL1347'CHECKED,BUT A DIFFERENCE WAS FOUND IN THE DIRECTION TO THE MARKS.
 GL1347'
 GL1347'THE STATION MARK AND REFERENCE MARKS WILL BE DESTROYED IN THE FUTURE
 GL1347'BY THE CONSTRUCTION OF A NEW COUNTY ROAD.
 GL1347'
 GL1347'FLORES 2 WAS ESTABLISHED ON THE NORTH EDGE OF THE RIGHT-OF-WAY OF
 GL1347'THE NEW COUNTY ROAD AND OUT OF THE CONSTRUCTION AREA.
 GL1347'
 GL1347'SEE DESCRIPTION FOR FLORES 2 1972.
 GL1347'
 GL1347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STRATFORD 6 MILES
 GL1347'WSW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1348 ***********************************************************************
 GL1348  DESIGNATION -  FLORES 2
 GL1348  PID         -  GL1348
 GL1348  STATE/COUNTY-  TX/DALLAM
 GL1348  USGS QUAD   -  BRICKEL (1964)
 GL1348
 GL1348                         *CURRENT SURVEY CONTROL
 GL1348  ___________________________________________________________________
 GL1348* NAD 83(1993)-  36 18 48.84670(N)    102 10 15.49406(W)     ADJUSTED  
 GL1348* NAVD 88     -      1144.     (meters)    3753.     (feet)  SCALED    
 GL1348  ___________________________________________________________________
 GL1348  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 GL1348  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 GL1348
 GL1348  HORZ ORDER  -  THIRD
 GL1348
 GL1348.The horizontal coordinates were established by classical geodetic methods
 GL1348.and adjusted by the National Geodetic Survey in February 1996..
 GL1348.No horizontal observational check was made to the station.
 GL1348
 GL1348.The orthometric height was scaled from a topographic map.
 GL1348
 GL1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1348
 GL1348.The geoid height was determined by GEOID03.
 GL1348
 GL1348;                    North         East     Units Scale Factor Converg.
 GL1348;SPC TX N     - 1,256,876.948   139,741.695   MT  1.00003298   -0 23 19.9
 GL1348;SPC TX N     - 4,123,603.79    458,469.21   sFT  1.00003298   -0 23 19.9
 GL1348;UTM  13      - 4,022,443.881   753,991.574   MT  1.00039492   +1 40 34.5
 GL1348
 GL1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1348!SPC TX N     -   0.99982451  x   1.00003298  =   0.99985749
 GL1348!UTM  13      -   0.99982451  x   1.00039492  =   1.00021936
 GL1348
 GL1348:                Primary Azimuth Mark                     Grid Az
 GL1348:SPC TX N     -  STRATFORD SW PUB SER CO TANK             075 53 43.9
 GL1348:UTM  13      -  STRATFORD SW PUB SER CO TANK             073 49 49.5
 GL1348
 GL1348|---------------------------------------------------------------------|
 GL1348| PID    Reference Object                     Distance      Geod. Az  |
 GL1348|                                                           dddmmss.s |
 GL1348| GL1341 STRATFORD SW PUB SER CO TANK        APPROX. 9.2 KM 0753024.0 |
 GL1348| CM8096 FLORES 2 RM 3                         6.023 METERS 08847     |
 GL1348| GL1347 FLORES                               29.309 METERS 11941     |
 GL1348| CM8095 FLORES RM 2                                        16514     |
 GL1348| GL1359 CONLEN JD CRABTREE GRAIN ELEV       APPROX.10.9 KM 2151823.6 |
 GL1348| GL1349 FLORES 2 AZ MK                      366.239 METERS 26934     |
 GL1348| CM8097 FLORES 2 RM 4                         5.558 METERS 27055     |
 GL1348|---------------------------------------------------------------------|
 GL1348
 GL1348                          SUPERSEDED SURVEY CONTROL
 GL1348
 GL1348  NAD 83(1993)-  36 18 48.84643(N)    102 10 15.49438(W) AD(       ) 3
 GL1348  NAD 83(1986)-  36 18 48.85743(N)    102 10 15.48337(W) AD(       ) 3
 GL1348  NAD 27      -  36 18 48.74997(N)    102 10 13.84964(W) AD(       ) 3
 GL1348
 GL1348.Superseded values are not recommended for survey control.
 GL1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1348.See file dsdata.txt to determine how the superseded data were derived.
 GL1348
 GL1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA5399222444(NAD 83)
 GL1348_MARKER: DS = TRIANGULATION STATION DISK
 GL1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1348_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1348
 GL1348  HISTORY     - Date     Condition        Report By
 GL1348  HISTORY     - 1972     MONUMENTED       NGS
 GL1348
 GL1348                          STATION DESCRIPTION
 GL1348
 GL1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (CLN)
 GL1348'AZIMUTH MARK DISTANCE MEASURED WITH H/P AND RANGER.
 GL1348'
 GL1348'FLORES 1953 DISTANCE MEASURED WITH H/P AND RANGER.
 GL1348'
 GL1348'R.M. NO. 2 DISTANCE MEASURED WITH H/P AND RANGER.
 GL1348'
 GL1348'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF THE SMALL
 GL1348'SETTLEMENT OF CONLEN, 5-1/2 MILES SOUTHWEST OF STRATFORD AND 2-1/2
 GL1348'MILES NORTH OF U.S. HIGHWAY 54.
 GL1348'
 GL1348'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 54 AND
 GL1348'287 IN STRATFORD, GO SOUTHWEST ON U.S. HIGHWAY 54 FOR 2.1 MILES TO A
 GL1348'SIDE ROAD ON THE RIGHT AND SIGN ON THE RIGHT READING STRATFORD
 GL1348'COUNTRY CLUB.  TURN RIGHT CROSSING RAILROAD TRACKS, A DISTANCE OF
 GL1348'ABOUT 0.05 MILE TO FORK, AND ENTRANCE TO COUNTRY CLUB.  KEEP THE
 GL1348'LEFT FORK AND GO WEST ON GRADED ROAD FOR 3.4 MILES TO A
 GL1348'NORTH-SOUTH FENCE-LINE AT SECTION-LINE, CONTINUE WEST ON COUNTY
 GL1348'ROAD FOR 0.05 MILE TO STATION ON THE RIGHT.  CONTINUE STRAIGHT
 GL1348'AHEAD WEST ON COUNTY ROAD FOR 0.25 MILE TO AZIMUTH MARK ON
 GL1348'THE RIGHT, ACROSS THE ROAD FROM FARM BUILDINGS.
 GL1348'
 GL1348'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 GL1348'POST, THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FLORES 2
 GL1348'1972.  IT IS 315 FEET WEST OF THE NORTH-SOUTH FENCE-LINE, 72 FEET
 GL1348'NORTH OF THE PRESENT FENCE-LINE, WHICH WILL BE MOVED DURING
 GL1348'CONSTRUCTION OF ROAD, 8 FEET NORTH OF THE PRESENT CENTER OF TRACK
 GL1348'ROAD, 54 FEET NORTH OF THE PROPOSED CENTER-LINE OF COUNTY ROAD,
 GL1348'2 FEET NORTH OF THE PROPOSED FENCE-LINE ALONG THE NORTH
 GL1348'RIGHT-OF-WAY OF ROAD AND 5 FEET WEST OF A METAL WITNESS POST.
 GL1348'
 GL1348'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 GL1348'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GL1348'FLORES 2 NO 3 1972.  IT IS 52 FEET NORTH OF THE PROPOSED
 GL1348'CENTER-LINE OF NEW COUNTY ROAD, 72 FEET NORTH OF THE PRESENT
 GL1348'FENCE-LINE, WHICH WILL BE REMOVED DURING CONSTRUCTION OF ROAD, 15
 GL1348'FEET EAST OF A METAL WITNESS POST, 8 FEET NORTH OF THE CENTER OF
 GL1348'THE PRESENT CENTER OF TRACK ROAD, AND 2 FEET NORTH OF THE
 GL1348'PROPOSED NORTH FENCE-LINE ALONG THE NORTH RIGHT-OF-WAY OF
 GL1348'NEW ROAD.
 GL1348'
 GL1348'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 GL1348'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 GL1348'FLORES 2 NO 4 1972.  IT IS 72 FEET NORTH OF THE PRESENT FENCE-LINE,
 GL1348'WHICH WILL BE REMOVED DURING CONSTRUCTION OF ROAD, 52 FEET NORTH
 GL1348'OF THE PROPOSED CENTER LINE OF NEW ROAD, 23 FEET WEST OF A METAL
 GL1348'WITNESS POST, 8 FEET NORTH OF THE PRESENT CENTER OF TRACK ROAD, AND
 GL1348'2 FEET NORTH OF THE NORTH PROPOSED FENCE-LINE ALONG THE
 GL1348'NORTH RIGHT-OF-WAY OF NEW ROAD.
 GL1348'
 GL1348'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 GL1348'POST, THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FLORES 2
 GL1348'1972.  IT IS 115 FEET NORTH OF A FARM HOUSE, 67 FEET NORTH OF THE
 GL1348'PRESENT FENCE-LINE, WHICH WILL BE REMOVED DURING CONSTRUCTION OF
 GL1348'ROAD, 52 FEET NORTH OF THE PROPOSED CENTER OF NEW ROAD, 6 FEET NORTH
 GL1348'OF THE PRESENT CENTER OF TRACK ROAD AND 2 FEET NORTH OF THE PROPOSED
 GL1348'NORTH FENCE-LINE ALONG THE NORTH-RIGHT-OF-WAY OF NEW ROAD.
 GL1348'
 GL1348'NEAREST TOWN--STRATFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1349 ***********************************************************************
 GL1349  DESIGNATION -  FLORES 2 AZ MK
 GL1349  PID         -  GL1349
 GL1349  STATE/COUNTY-  TX/DALLAM
 GL1349  USGS QUAD   -  BRICKEL (1964)
 GL1349
 GL1349                         *CURRENT SURVEY CONTROL
 GL1349  ___________________________________________________________________
 GL1349* NAD 83(1993)-  36 18 48.75790(N)    102 10 30.17494(W)     ADJUSTED  
 GL1349* NAVD 88     -      1145.     (meters)    3757.     (feet)  SCALED    
 GL1349  ___________________________________________________________________
 GL1349  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 GL1349  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 GL1349
 GL1349  HORZ ORDER  -  THIRD
 GL1349
 GL1349.The horizontal coordinates were established by classical geodetic methods
 GL1349.and adjusted by the National Geodetic Survey in February 1996..
 GL1349.No horizontal observational check was made to the station.
 GL1349
 GL1349.The orthometric height was scaled from a topographic map.
 GL1349
 GL1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1349
 GL1349.The geoid height was determined by GEOID03.
 GL1349
 GL1349;                    North         East     Units Scale Factor Converg.
 GL1349;SPC TX N     - 1,256,876.704   139,375.444   MT  1.00003297   -0 23 28.4
 GL1349;SPC TX N     - 4,123,602.99    457,267.60   sFT  1.00003297   -0 23 28.4
 GL1349;UTM  13      - 4,022,430.434   753,625.438   MT  1.00039263   +1 40 25.8
 GL1349
 GL1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1349!SPC TX N     -   0.99982436  x   1.00003297  =   0.99985732
 GL1349!UTM  13      -   0.99982436  x   1.00039263  =   1.00021692
 GL1349
 GL1349|---------------------------------------------------------------------|
 GL1349| PID    Reference Object                     Distance      Geod. Az  |
 GL1349|                                                           dddmmss.s |
 GL1349| GL1348 FLORES 2                            366.239 METERS 08934     |
 GL1349| GL1347 FLORES                              391.867 METERS 09143     |
 GL1349|---------------------------------------------------------------------|
 GL1349
 GL1349                          SUPERSEDED SURVEY CONTROL
 GL1349
 GL1349  NAD 83(1993)-  36 18 48.75763(N)    102 10 30.17526(W) AD(       ) 3
 GL1349  NAD 83(1986)-  36 18 48.76868(N)    102 10 30.16437(W) AD(       ) 3
 GL1349  NAD 27      -  36 18 48.66084(N)    102 10 28.53011(W) AD(       ) 3
 GL1349
 GL1349.Superseded values are not recommended for survey control.
 GL1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1349.See file dsdata.txt to determine how the superseded data were derived.
 GL1349
 GL1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA5362522430(NAD 83)
 GL1349_MARKER: DZ = AZIMUTH MARK DISK
 GL1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1349+STABILITY: SURFACE MOTION
 GL1349
 GL1349  HISTORY     - Date     Condition        Report By
 GL1349  HISTORY     - 1972     MONUMENTED       NGS
 GL1349
 GL1349                          STATION DESCRIPTION
 GL1349
 GL1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (CLN)
 GL1349'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF THE SMALL
 GL1349'SETTLEMENT OF CONLEN, 5-1/2 MILES SOUTHWEST OF STRATFORD AND 2-1/2
 GL1349'MILES NORTH OF U.S. HIGHWAY 54.
 GL1349'
 GL1349'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 54 AND
 GL1349'287 IN STRATFORD, GO SOUTHWEST ON U.S. HIGHWAY 54 FOR 2.1 MILES TO A
 GL1349'SIDE ROAD ON THE RIGHT AND SIGN ON THE RIGHT READING STRATFORD
 GL1349'COUNTRY CLUB.  TURN RIGHT CROSSING RAILROAD TRACKS, A DISTANCE OF
 GL1349'ABOUT 0.05 MILE TO FORK, AND ENTRANCE TO COUNTRY CLUB.  KEEP THE
 GL1349'LEFT FORK AND GO WEST ON GRADED ROAD FOR 3.4 MILES TO A
 GL1349'NORTH-SOUTH FENCE-LINE AT SECTION-LINE, CONTINUE WEST ON COUNTY
 GL1349'ROAD FOR 0.05 MILE TO STATION ON THE RIGHT.  CONTINUE STRAIGHT
 GL1349'AHEAD WEST ON COUNTY ROAD FOR 0.25 MILE TO AZIMUTH MARK ON
 GL1349'THE RIGHT, ACROSS THE ROAD FROM FARM BUILDINGS.
 GL1349'
 GL1349'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 GL1349'POST, THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FLORES 2
 GL1349'1972.  IT IS 115 FEET NORTH OF A FARM HOUSE, 67 FEET NORTH OF THE
 GL1349'PRESENT FENCE-LINE, WHICH WILL BE REMOVED DURING CONSTRUCTION OF
 GL1349'ROAD, 52 FEET NORTH OF THE PROPOSED CENTER OF NEW ROAD, 6 FEET
 GL1349'NORTH OF THE PRESENT CENTER OF TRACK ROAD AND 2 FEET NORTH OF
 GL1349'THE PROPOSED NORTH FENCE-LINE ALONG THE NORTH-RIGHT-OF-WAY OF
 GL1349'NEW ROAD.
 GL1349'
 GL1349'NEAREST TOWN--STRATFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1811 ***********************************************************************
 AH1811  DESIGNATION -  FLORES ET
 AH1811  PID         -  AH1811
 AH1811  STATE/COUNTY-  TX/WILSON
 AH1811  USGS QUAD   -  MARCELINAS HILLS (1961)
 AH1811
 AH1811                         *CURRENT SURVEY CONTROL
 AH1811  ___________________________________________________________________
 AH1811* NAD 83(1993)-  29 11 09.89259(N)    098 06 40.13806(W)     ADJUSTED  
 AH1811* NAVD 88     -       179.9    (meters)     590.     (feet)  VERTCON   
 AH1811  ___________________________________________________________________
 AH1811  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AH1811  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AH1811
 AH1811  HORZ ORDER  -  THIRD
 AH1811
 AH1811.The horizontal coordinates were established by classical geodetic methods
 AH1811.and adjusted by the National Geodetic Survey in July 1998..
 AH1811
 AH1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1811
 AH1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1811
 AH1811.The geoid height was determined by GEOID03.
 AH1811
 AH1811;                    North         East     Units Scale Factor Converg.
 AH1811;SPC TXSC     - 4,150,248.851   686,440.687   MT  0.99986659   +0 26 07.7
 AH1811;SPC TXSC     -13,616,274.77  2,252,097.49   sFT  0.99986659   +0 26 07.7
 AH1811;UTM  14      - 3,228,929.017   586,420.303   MT  0.99969216   +0 26 00.5
 AH1811
 AH1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1811!SPC TXSC     -   0.99997579  x   0.99986659  =   0.99984238
 AH1811!UTM  14      -   0.99997579  x   0.99969216  =   0.99966796
 AH1811
 AH1811                          SUPERSEDED SURVEY CONTROL
 AH1811
 AH1811  NGVD 29 (07/28/98)  179.8    (m)          590.     (f) VERT ANG       
 AH1811
 AH1811.Superseded values are not recommended for survey control.
 AH1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1811.See file dsdata.txt to determine how the superseded data were derived.
 AH1811
 AH1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8642028929(NAD 83)
 AH1811_MARKER: DS = TRIANGULATION STATION DISK
 AH1811
 AH1811  HISTORY     - Date     Condition        Report By
 AH1811  HISTORY     - 1960     MONUMENTED       USGS
 AH1811  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AH1811
 AH1811                          STATION DESCRIPTION
 AH1811
 AH1811'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1811'STATION IS LOCATED ABOUT 10 MI. W. AND 3 MI. S. OF STOCKDALE AND ABOUT
 AH1811'3.5 MI. N. AND 3 MI. E. OF FLORESVILLE ON A HIGH KNOLL ABOUT 500 FT.
 AH1811'N. OF THE JUNCTION OF STATE HIGHWAY 97 AND FARM ROAD 539.  THE STATION
 AH1811'IS ON THE NW. END OF THE KNOLL.
 AH1811'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 97 AND U.S. HIGHWAY
 AH1811'181, BUSINESS LOOP AT THE FLORESVILLE CITY LIMITS, PROCEED NE. ON
 AH1811'STATE HIGHWAY 97 FOR 4.4 MI. TO THE JUNCTION WITH FARM ROAD 539. ENTER
 AH1811'THE YARD OF THE HOUSE N. OF THE JUNCTION.  STATION IS AT THE NW. END
 AH1811'OF THE PROMINENT KNOLL.
 AH1811'STATION MARK--A STANDARD ALUMINUM TABLET CEMENTED INTO A LARGE RED
 AH1811'BOULDER AND STAMPED---FLORES ET 1960---.
 AH1811
 AH1811                          STATION RECOVERY (2003)
 AH1811
 AH1811'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AH1811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1589 ***********************************************************************
 AE1589  DESIGNATION -  FLORES RANCH WINDMILL
 AE1589  PID         -  AE1589
 AE1589  STATE/COUNTY-  TX/STARR
 AE1589  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1589
 AE1589                         *CURRENT SURVEY CONTROL
 AE1589  ___________________________________________________________________
 AE1589* NAD 83(1993)-  26 18 03.87110(N)    098 33 52.07628(W)     ADJUSTED  
 AE1589* NAVD 88     -                                                        
 AE1589  ___________________________________________________________________
 AE1589  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AE1589  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE1589
 AE1589  HORZ ORDER  -  THIRD
 AE1589
 AE1589.The horizontal coordinates were established by classical geodetic methods
 AE1589.and adjusted by the National Geodetic Survey in February 1996..
 AE1589
 AE1589
 AE1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1589
 AE1589.The geoid height was determined by GEOID03.
 AE1589
 AE1589;                    North         East     Units Scale Factor Converg.
 AE1589;SPC TX S     - 5,070,290.295   293,562.590   MT  0.99996886   -0 01 45.4
 AE1589;SPC TX S     -16,634,777.41    963,129.93   sFT  0.99996886   -0 01 45.4
 AE1589;UTM  14      - 2,909,099.938   543,475.814   MT  0.99962334   +0 11 34.7
 AE1589
 AE1589                          SUPERSEDED SURVEY CONTROL
 AE1589
 AE1589  NAD 83(1986)-  26 18 03.87555(N)    098 33 52.03903(W) AD(       ) 4
 AE1589  NAD 27      -  26 18 02.62323(N)    098 33 50.95691(W) AD(       ) 3
 AE1589
 AE1589.Superseded values are not recommended for survey control.
 AE1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1589.See file dsdata.txt to determine how the superseded data were derived.
 AE1589
 AE1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4347609100(NAD 83)
 AE1589_MARKER: 66 = WINDMILL
 AE1589
 AE1589  HISTORY     - Date     Condition        Report By
 AE1589  HISTORY     - 1917     FIRST OBSERVED   CGS
 AE1589
 AE1589                          STATION DESCRIPTION
 AE1589
 AE1589'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0778 ***********************************************************************
 CV0778  DESIGNATION -  FLOREY
 CV0778  PID         -  CV0778
 CV0778  STATE/COUNTY-  TX/ANDREWS
 CV0778  USGS QUAD   -  CEDAR POINT RANCH (1970)
 CV0778
 CV0778                         *CURRENT SURVEY CONTROL
 CV0778  ___________________________________________________________________
 CV0778* NAD 83(1993)-  32 30 25.16834(N)    102 28 11.38822(W)     ADJUSTED  
 CV0778* NAVD 88     -       966.6    (meters)    3171.     (feet)  VERTCON   
 CV0778  ___________________________________________________________________
 CV0778  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 CV0778  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CV0778
 CV0778  HORZ ORDER  -  SECOND
 CV0778
 CV0778.The horizontal coordinates were established by classical geodetic methods
 CV0778.and adjusted by the National Geodetic Survey in February 1996..
 CV0778
 CV0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0778
 CV0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0778
 CV0778.The geoid height was determined by GEOID03.
 CV0778
 CV0778;                    North         East     Units Scale Factor Converg.
 CV0778;SPC TXNC     - 2,100,231.196   227,076.646   MT  0.99991749   -2 09 54.4
 CV0778;SPC TXNC     - 6,890,508.52    745,000.63   sFT  0.99991749   -2 09 54.4
 CV0778;UTM  13      - 3,599,455.677   737,696.556   MT  1.00029677   +1 21 37.3
 CV0778
 CV0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0778!SPC TXNC     -   0.99985192  x   0.99991749  =   0.99976942
 CV0778!UTM  13      -   0.99985192  x   1.00029677  =   1.00014865
 CV0778
 CV0778|---------------------------------------------------------------------|
 CV0778| PID    Reference Object                     Distance      Geod. Az  |
 CV0778|                                                           dddmmss.s |
 CV0778| CH9368 FLOREY RM 1                          26.487 METERS 12140     |
 CV0778| CH9369 FLOREY RM 2                          23.345 METERS 19830     |
 CV0778| CH9367 FLOREY AZ MK                                       2553836.9 |
 CV0778|---------------------------------------------------------------------|
 CV0778
 CV0778                          SUPERSEDED SURVEY CONTROL
 CV0778
 CV0778  NAD 83(1993)-  32 30 25.17711(N)    102 28 11.38224(W) AD(       ) 2
 CV0778  NAD 83(1986)-  32 30 25.17711(N)    102 28 11.38224(W) AD(       ) 2
 CV0778  NAD 27      -  32 30 24.83900(N)    102 28 09.79200(W) AD(       ) 2
 CV0778  NGVD 29 (07/19/86)  966.2    (m)         3170.     (f) VERT ANG       
 CV0778
 CV0778.Superseded values are not recommended for survey control.
 CV0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0778.See file dsdata.txt to determine how the superseded data were derived.
 CV0778
 CV0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR3769799456(NAD 83)
 CV0778_MARKER: DS = TRIANGULATION STATION DISK
 CV0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0778
 CV0778  HISTORY     - Date     Condition        Report By
 CV0778  HISTORY     - 1935     MONUMENTED       CGS
 CV0778  HISTORY     - 1938     GOOD             TXHD
 CV0778  HISTORY     - 1947     POOR             LOCENG
 CV0778  HISTORY     - 1950     POOR             CGS
 CV0778  HISTORY     - 1952     POOR             PHILIP
 CV0778  HISTORY     - 1952     POOR             LOCENG
 CV0778  HISTORY     - 1968     MARK NOT FOUND   CGS
 CV0778
 CV0778                          STATION DESCRIPTION
 CV0778
 CV0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0778'STATION LIES 2.0 MILES AIRLINE E OF FLOREY POST OFFICE, ON
 CV0778'A SMALL PROMINENT SAND HILL, THE HIGHEST GROUND IN THE VICINITY,
 CV0778'ABOUT 1 MILE S OF AN OIL TEST WELL.  STATION IS 37 FEET N
 CV0778'OF CENTER OF GRADED E-W ROAD, AND PROJECTS 6 INCHES.
 CV0778'
 CV0778'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0778'BRONZE DISKS SET IN CONCRETE.
 CV0778'
 CV0778'REFERENCE MARK NO. 1 IS SE OF STATION, 27 FEET S OF CENTER
 CV0778'OF ROAD, AND PROJECTS 6 INCHES.
 CV0778'
 CV0778'REFERENCE MARK NO. 2 IS SSW OF STATION, 29 FEET S OF CENTER
 CV0778'OF ROAD, AND PROJECTS 8 INCHES.
 CV0778'
 CV0778'AZIMUTH MARK IS WSW OF STATION, 30 FEET N OF GRADED ROAD,
 CV0778'AND PROJECTS 6 INCHES.
 CV0778'
 CV0778'REACHED FROM FLOREY POST OFFICE BY DRIVING SOUTHERLY 0.7
 CV0778'MILE ON THE MIDLAND ROAD, TURN LEFT EASTERLY AND DRIVE 1.7
 CV0778'MILES ON GRADED ROAD TO STATION.
 CV0778'
 CV0778'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATIONS JACK,
 CV0778'VISTA, AND SCHARBAUER.  A 20-FOOT STAND WAS USED.
 CV0778
 CV0778                          STATION RECOVERY (1938)
 CV0778
 CV0778'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0778'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0778'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CV0778
 CV0778                          STATION RECOVERY (1947)
 CV0778
 CV0778'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947
 CV0778'RECOVERED BY ROBERT H. RAY CO
 CV0778'
 CV0778'STATION AND AZIMUTH MARK FOUND LYING ON SIDE.  THEY WERE
 CV0778'PROBABLY PULLED UP BY ROAD CONSTRUCTION.  STATION AND AZIMUTH
 CV0778'MARKS ARE BRONZE DISKS, STAMPED.
 CV0778
 CV0778                          STATION RECOVERY (1950)
 CV0778
 CV0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (SS)
 CV0778'BOTH STATION MARK AND AZIMUTH MARK WERE FOUND OUT OF THE
 CV0778'GROUND.  REFERENCE MARKS 1 AND 2 IN HIGH SAND BANK ON THE S
 CV0778'SIDE OF ROAD COULD NOT BE LOCATED.  UNDERGROUND MARK WAS NOT
 CV0778'FOUND.
 CV0778
 CV0778                          STATION RECOVERY (1952)
 CV0778
 CV0778'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1952 (CTA)
 CV0778'STATION MARK AND AZIMUTH MARK WERE BOTH FOUND ON THE SIDE OF
 CV0778'A NEW GRADED ROAD.
 CV0778
 CV0778                          STATION RECOVERY (1952)
 CV0778
 CV0778'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952 (GED)
 CV0778'RECOVERED BY GULF RESEARCH AND DEVELOPMENT CO.
 CV0778'
 CV0778'STATION AND TWO REFERENCE MARKS ARE OVERTURNED, LYING ABOVE
 CV0778'GROUND.  THE NEW HIGHWAY WENT THROUGH THEIR POSITIONS.
 CV0778
 CV0778                          STATION RECOVERY (1968)
 CV0778
 CV0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0778'THIS STATION WAS REPORTED DESTROYED 1952.  THE MARKS WERE LOST
 CV0778'WHEN THE HIGHWAY WAS BUILT.  SITE WAS VISITED BUT NO MARKS WERE
 CV0778'FOUND.
 CV0778'
 CV0778'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 CV0778'AIRLINE EAST OF FLOREY POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1268 ***********************************************************************
 AH1268  DESIGNATION -  FLOUR BLUFF DISTRICT STOR TK
 AH1268  PID         -  AH1268
 AH1268  STATE/COUNTY-  TX/NUECES
 AH1268  USGS QUAD   -  OSO CREEK NE (1975)
 AH1268
 AH1268                         *CURRENT SURVEY CONTROL
 AH1268  ___________________________________________________________________
 AH1268* NAD 83(1993)-  27 39 37.73643(N)    097 18 31.91920(W)     ADJUSTED  
 AH1268* NAVD 88     -                                                        
 AH1268  ___________________________________________________________________
 AH1268  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH1268  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AH1268
 AH1268  HORZ ORDER  -  THIRD
 AH1268
 AH1268.The horizontal coordinates were established by classical geodetic methods
 AH1268.and adjusted by the National Geodetic Survey in February 1996..
 AH1268
 AH1268
 AH1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1268
 AH1268.The geoid height was determined by GEOID03.
 AH1268
 AH1268;                    North         East     Units Scale Factor Converg.
 AH1268;SPC TX S     - 5,221,457.654   417,520.932   MT  0.99996080   +0 32 26.8
 AH1268;SPC TX S     -17,130,732.32  1,369,816.59   sFT  0.99996080   +0 32 26.8
 AH1268;UTM  14      - 3,060,736.223   666,808.636   MT  0.99994346   +0 47 06.9
 AH1268
 AH1268                          SUPERSEDED SURVEY CONTROL
 AH1268
 AH1268  NAD 83(1986)-  27 39 37.72500(N)    097 18 31.87854(W) AD(       ) 4
 AH1268  NAD 27      -  27 39 36.60746(N)    097 18 30.92567(W) AD(       ) 3
 AH1268
 AH1268.Superseded values are not recommended for survey control.
 AH1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1268.See file dsdata.txt to determine how the superseded data were derived.
 AH1268
 AH1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6680960736(NAD 83)
 AH1268_MARKER: 53 = ELEVATED TANK
 AH1268
 AH1268  HISTORY     - Date     Condition        Report By
 AH1268  HISTORY     - UNK      FIRST OBSERVED
 AH1268  HISTORY     - 1980     GOOD             NGS
 AH1268  HISTORY     - 1985     GOOD             NGS
 AH1268  HISTORY     - 19891019 GOOD             NOS
 AH1268  HISTORY     - 19970726 GOOD             USPSQD
 AH1268  HISTORY     - 20010728 GOOD             USPSQD
 AH1268  HISTORY     - 20020629 GOOD             USPSQD
 AH1268
 AH1268                          STATION DESCRIPTION
 AH1268
 AH1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AH1268'THE STATION IS THE CENTER OF THE TOP OF THE FLOUR BLUFF WATER
 AH1268'DISTRICT STORAGE TANK.  IT IS AN EIGHT-LEGGED, ELEVATED TANK,
 AH1268'PAINTED WITH RED AND WHITE ALTERNATED STRIPES AND THE OVERALL
 AH1268'HEIGHT IS APPROXIMATELY 110 FEET.
 AH1268'
 AH1268'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF CORPUS
 AH1268'CHRISTI AND ABOUT 2 MILES SOUTHWEST OF THE SOUTH ENTRANCE TO
 AH1268'THE CORPUS CHRISTI, U.S. NAVAL AIR STATION.
 AH1268'
 AH1268'TO REACH FROM THE JUNCTION OF STATE ROUTE 358 AND PARK ROAD
 AH1268'22 AND THE POST OFFICE IN FLOUR BLUFF, GO NORTHERLY ON
 AH1268'HIGHWAY 358 FOR 1.2 MILES TO FLOUR BLUFF DRIVE.  TURN LEFT
 AH1268'ON FLOUR BLUFF DRIVE AND GO NORTHWESTERLY ON PAVED ROAD FOR
 AH1268'0.1 MILE TO THE END OF PAVEMENT AND THE TANK ON THE LEFT.
 AH1268
 AH1268                          STATION RECOVERY (1985)
 AH1268
 AH1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1268'THE STATION WAS RECOVERED AT THIS DATE.
 AH1268'THE FLOUR BLUFF WATER DISTRICT STORAGE WATER TANK WAS RECOVERED IN
 AH1268'GOOD CONDITION AS DESCRIBED IN 1980. THE POINT INTERSECTED WAS THE
 AH1268'VENT AT THE TOP AND CENTER.
 AH1268'
 AH1268'DESCRIBED BY G.R. HEID.
 AH1268
 AH1268                          STATION RECOVERY (1989)
 AH1268
 AH1268'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1268'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 AH1268'FOLLOWING SHOULD BE ADDED TO THE PRESENT DESCRIPTION, TO REACH THE
 AH1268'STATION FROM THE INTERSECTION OF FLOUR BLUFF DRIVE AND TEXAS HIGHWAY
 AH1268'358 GO SOUTHWEST ON FLOUR BLUFF DRIVE FOR 1.2 MILES TO A ROAD ON THE
 AH1268'RIGHT.  TURN RIGHT AND GO 0.15 MILE TO THE AREA OF THE STATION ON THE
 AH1268'LEFT. THE TANK HAS EIGHT LEGS AND WAS PAINTED WITH HORIZONTAL RED AND
 AH1268'WHITE STRIPES AT THE TIME OF THIS SURVEY. RECOVERED BY P B WALBOLT.
 AH1268
 AH1268                          STATION RECOVERY (1997)
 AH1268
 AH1268'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1268'RECOVERED IN GOOD CONDITION.
 AH1268
 AH1268                          STATION RECOVERY (2001)
 AH1268
 AH1268'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1268'RECOVERED IN GOOD CONDITION.
 AH1268
 AH1268                          STATION RECOVERY (2002)
 AH1268
 AH1268'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGG)
 AH1268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1241 ***********************************************************************
 AH1241  DESIGNATION -  FLOUR BLUFF SCHOOL CUPOLA
 AH1241  PID         -  AH1241
 AH1241  STATE/COUNTY-  TX/NUECES
 AH1241  USGS QUAD   -  OSO CREEK NE (1975)
 AH1241
 AH1241                         *CURRENT SURVEY CONTROL
 AH1241  ___________________________________________________________________
 AH1241* NAD 83(1993)-  27 38 49.24932(N)    097 17 46.13186(W)     ADJUSTED  
 AH1241* NAVD 88     -                                                        
 AH1241  ___________________________________________________________________
 AH1241  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AH1241  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AH1241
 AH1241  HORZ ORDER  -  THIRD
 AH1241
 AH1241.The horizontal coordinates were established by classical geodetic methods
 AH1241.and adjusted by the National Geodetic Survey in February 1996..
 AH1241
 AH1241
 AH1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1241
 AH1241.The geoid height was determined by GEOID03.
 AH1241
 AH1241;                    North         East     Units Scale Factor Converg.
 AH1241;SPC TX S     - 5,219,977.177   418,789.997   MT  0.99995813   +0 32 47.6
 AH1241;SPC TX S     -17,125,875.12  1,373,980.18   sFT  0.99995813   +0 32 47.6
 AH1241;UTM  14      - 3,059,261.192   668,083.988   MT  0.99994874   +0 47 26.9
 AH1241
 AH1241                          SUPERSEDED SURVEY CONTROL
 AH1241
 AH1241  NAD 83(1986)-  27 38 49.25914(N)    097 17 46.10600(W) AD(       ) 4
 AH1241  NAD 27      -  27 38 48.13800(N)    097 17 45.13700(W) AD(       ) 3
 AH1241
 AH1241.Superseded values are not recommended for survey control.
 AH1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1241.See file dsdata.txt to determine how the superseded data were derived.
 AH1241
 AH1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6808459261(NAD 83)
 AH1241_MARKER: 86 = CUPOLA
 AH1241
 AH1241  HISTORY     - Date     Condition        Report By
 AH1241  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1241  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH1241  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1241  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 AH1241
 AH1241                          STATION DESCRIPTION
 AH1241
 AH1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1241'IT IS LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF CORPUS CHRISTI,
 AH1241'3 MILES SOUTH OF THE U.S. NAVAL AIR BASE, AND 95 FEET WEST OF
 AH1241'THE CENTER OF A PAVED ROAD.
 AH1241'
 AH1241'THE CUPOLA IS OCTAGON SHAPED AND HAS GLASS WINDOW ON ALL
 AH1241'EIGHT SIDES.  IT IS ON THE TOP OF AND IN THE CENTER, OF AN
 AH1241'OCTAGON SHAPED BUILDING WHICH IS THE MAIN ENTRANCE TO THE TWO
 AH1241'WINGS OF THE SCHOOL BUILDING.  IT IS AT THE EAST END OF THE
 AH1241'EAST-WEST WING, AND AT THE SOUTH END OF THE NORTH-SOUTH WING.
 AH1241'IT HAS AN OVERALL HEIGHT OF ABOUT 40 FEET.
 AH1241'
 AH1241'THE CENTER OF THE CUPOLA WAS THE POINT OBSERVED UPON.
 AH1241
 AH1241                          STATION RECOVERY (1997)
 AH1241
 AH1241'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1241'MARK NOT FOUND.
 AH1241
 AH1241                          STATION RECOVERY (2001)
 AH1241
 AH1241'RECOVERY NOTE BY US POWER SQUADRON 2001 (TD)
 AH1241'MARK NOT FOUND.
 AH1241
 AH1241                          STATION RECOVERY (2002)
 AH1241
 AH1241'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGG)
 AH1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9227 ***********************************************************************
 AF9227  DESIGNATION -  FLOWER ET
 AF9227  PID         -  AF9227
 AF9227  STATE/COUNTY-  TX/STONEWALL
 AF9227  USGS QUAD   -  FROG MTN (1981)
 AF9227
 AF9227                         *CURRENT SURVEY CONTROL
 AF9227  ___________________________________________________________________
 AF9227* NAD 83(1993)-  33 04 55.03006(N)    100 07 23.11185(W)     ADJUSTED  
 AF9227* NAVD 88     -       554.8    (meters)    1820.     (feet)  VERTCON   
 AF9227  ___________________________________________________________________
 AF9227  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AF9227  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AF9227
 AF9227  HORZ ORDER  -  THIRD
 AF9227
 AF9227.The horizontal coordinates were established by classical geodetic methods
 AF9227.and adjusted by the National Geodetic Survey in July 1998..
 AF9227
 AF9227.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9227
 AF9227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9227
 AF9227.The geoid height was determined by GEOID03.
 AF9227
 AF9227;                    North         East     Units Scale Factor Converg.
 AF9227;SPC TXNC     - 2,158,111.228   448,483.032   MT  0.99987276   -0 53 06.8
 AF9227;SPC TXNC     - 7,080,403.25  1,471,398.08   sFT  0.99987276   -0 53 06.8
 AF9227;UTM  14      - 3,660,933.089   395,180.292   MT  0.99973547   -0 36 47.1
 AF9227
 AF9227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9227!SPC TXNC     -   0.99991740  x   0.99987276  =   0.99979017
 AF9227!UTM  14      -   0.99991740  x   0.99973547  =   0.99965289
 AF9227
 AF9227                          SUPERSEDED SURVEY CONTROL
 AF9227
 AF9227  NGVD 29 (07/17/98)  554.6    (m)         1820.     (f) VERT ANG       
 AF9227
 AF9227.Superseded values are not recommended for survey control.
 AF9227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9227.See file dsdata.txt to determine how the superseded data were derived.
 AF9227
 AF9227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB9518060933(NAD 83)
 AF9227_MARKER: DS = TRIANGULATION STATION DISK
 AF9227
 AF9227  HISTORY     - Date     Condition        Report By
 AF9227  HISTORY     - 1962     MONUMENTED       USGS
 AF9227
 AF9227                          STATION DESCRIPTION
 AF9227
 AF9227'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AF9227'STATION LOCATED 3.8 MI. (AIRLINE) SW. OF OLD GLORY, TEXAS, AND 7.5 MI.
 AF9227'(AIRLINE) ESE. OF ASPERMONT, TEXAS, ON THE TOP OF A LOW E-W. RIDGE.
 AF9227'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM ROADS 610 AND
 AF9227'2211 AT THE S. EDGE OF ASPERMONT, GO S. ON HIGHWAY 83 3.1 MI. TO A
 AF9227'T-RD. E., TURN LEFT (E.) AND GO 3.2 MI. TO A CATTLEGUARD, CONTINUE E.
 AF9227'1.8 MI. TO BEND IN RD. S., TURN RIGHT (S.) 0.15 MI. TO A T-RD. E.,
 AF9227'TURN LEFT (E.) 0.35 MI. TO RD. FORK, TAKE RIGHT FORK S. 0.2 MI. TO RD.
 AF9227'FORK, TAKE LEFT FORK 0.1 MI. UP HILL TO TANK BATTERY, THENCE SE. ALONG
 AF9227'TOP OF RIDGE 0.1 MI. TO STATION.
 AF9227'STATION MARK--A BRONZE USGS TRIANGULATION TABLET SET FLUSH WITH GROUND
 AF9227'IN A BURIED ROCK, STAMPED---FLOWER-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1053 ***********************************************************************
 GK1053  DESIGNATION -  FLOWERS
 GK1053  PID         -  GK1053
 GK1053  STATE/COUNTY-  TX/OCHILTREE
 GK1053  USGS QUAD   -  SOURDOUGH CREEK (1973)
 GK1053
 GK1053                         *CURRENT SURVEY CONTROL
 GK1053  ___________________________________________________________________
 GK1053* NAD 83(1993)-  36 04 16.76051(N)    100 47 22.32644(W)     ADJUSTED  
 GK1053* NAVD 88     -       916.     (meters)    3005.     (feet)  SCALED    
 GK1053  ___________________________________________________________________
 GK1053  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 GK1053  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 GK1053
 GK1053  HORZ ORDER  -  FIRST
 GK1053
 GK1053.The horizontal coordinates were established by classical geodetic methods
 GK1053.and adjusted by the National Geodetic Survey in February 1996..
 GK1053
 GK1053.The orthometric height was scaled from a topographic map.
 GK1053
 GK1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1053
 GK1053.The geoid height was determined by GEOID03.
 GK1053
 GK1053;                    North         East     Units Scale Factor Converg.
 GK1053;SPC TX N     - 1,230,022.088   263,998.303   MT  0.99997579   +0 24 42.3
 GK1053;SPC TX N     - 4,035,497.47    866,134.43   sFT  0.99997579   +0 24 42.3
 GK1053;UTM  14      - 3,993,341.233   338,850.701   MT  0.99991999   -1 03 14.0
 GK1053
 GK1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1053!SPC TX N     -   0.99986051  x   0.99997579  =   0.99983631
 GK1053!UTM  14      -   0.99986051  x   0.99991999  =   0.99978051
 GK1053
 GK1053:                Primary Azimuth Mark                     Grid Az
 GK1053:SPC TX N     -  FLOWERS AZ MK                            029 18 21.7
 GK1053:UTM  14      -  FLOWERS AZ MK                            030 46 18.0
 GK1053
 GK1053|---------------------------------------------------------------------|
 GK1053| PID    Reference Object                     Distance      Geod. Az  |
 GK1053|                                                           dddmmss.s |
 GK1053| CK8715 FLOWERS AZ MK                                      0294304.0 |
 GK1053| CK8716 FLOWERS RM 1                         26.336 METERS 13411     |
 GK1053| CK8717 FLOWERS RM 2                         22.909 METERS 24219     |
 GK1053|---------------------------------------------------------------------|
 GK1053
 GK1053                          SUPERSEDED SURVEY CONTROL
 GK1053
 GK1053  NAD 83(1993)-  36 04 16.76085(N)    100 47 22.32631(W) AD(       ) 1
 GK1053  NAD 83(1986)-  36 04 16.76709(N)    100 47 22.31437(W) AD(       ) 1
 GK1053  NAD 27      -  36 04 16.63100(N)    100 47 20.78800(W) AD(       ) 1
 GK1053
 GK1053.Superseded values are not recommended for survey control.
 GK1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1053.See file dsdata.txt to determine how the superseded data were derived.
 GK1053
 GK1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE3885193341(NAD 83)
 GK1053_MARKER: DS = TRIANGULATION STATION DISK
 GK1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1053
 GK1053  HISTORY     - Date     Condition        Report By
 GK1053  HISTORY     - 1952     MONUMENTED       CGS
 GK1053  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GK1053
 GK1053                          STATION DESCRIPTION
 GK1053
 GK1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK1053'THE STATION IS LOCATED ABOUT 26 MILES NORTHWEST OF CANADIAN,
 GK1053'22 MILES SOUTH OF PERRYTON, 0.1 MILE SOUTH OF A HOUSE, 70 FEET NORTH
 GK1053'OF THE APPROXIMATE CENTER OF A DIRT ROAD, 61 FEET NORTH OF A FENCE
 GK1053'LINE, 6 FEET SOUTHWEST OF A WITNESS POST, AND ON LAND OWNED
 GK1053'BY MR. FLOWERS.
 GK1053'
 GK1053'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN
 GK1053'INTERSECTION IN CANADIAN.  GO NORTHWEST ON U.S. HIGHWAYS 60
 GK1053'AND 83 FOR 2.2 MILES TO THEIR JUNCTION, TURN LEFT ON U.S.
 GK1053'HIGHWAY 83 AND GO NORTHWEST FOR 17.4 MILES TO A DIAGONAL
 GK1053'CROSSROAD, TURN LEFT AND GO WEST ON A DIRT ROAD FOR 14.7 MILES
 GK1053'TO A SMALL WHITE SCHOOL HOUSE ON THE LEFT, TURN LEFT AND GO
 GK1053'SOUTH FOR 1.5 MILES TO A CATTLE GUARD ON THE RIGHT, AND THE
 GK1053'AZIMUTH MARK 0.05 MILE SOUTH, TURN RIGHT ACROSS THE CATTLE
 GK1053'GUARD AND FOLLOW TRACK ROAD FOR 0.6 MILE TO THE HOME OF MR.
 GK1053'FLOWERS, PASS BETWEEN TWO HOUSES AND GO SOUTH FOR 0.1 MILE TO
 GK1053'THE STATION SITE.
 GK1053'
 GK1053'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 GK1053'CONCRETE POST.  THE MARK PROJECTS 7 INCHES, AND THE DISK IS
 GK1053'STAMPED FLOWERS 1952.
 GK1053'
 GK1053'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF A DIRT ROAD AND
 GK1053'3 FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES,
 GK1053'AND THE DISK IS STAMPED FLOWERS NO 1 1952.
 GK1053'
 GK1053'REFERENCE MARK NO. 2 IS 47 FEET NORTH OF A DIRT ROAD AND 26
 GK1053'FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES, AND
 GK1053'THE DISK IS SRAMPED FLOWERS NO 2 1952.
 GK1053'
 GK1053'THE AZIMUTH MARK IS 32 FEET WEST OF A DIRT ROAD 3 FEET SOUTH OF
 GK1053'A WITNESS POST, AND 2 FEET WEST OF A TELEPHONE POLE.  THE MARK
 GK1053'PROJECTS 3 INCHES, AND THE DISK IS STAMPED FLOWERS 1952.
 GK1053'
 GK1053'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GK1053
 GK1053                          STATION RECOVERY (1973)
 GK1053
 GK1053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SJS)
 GK1053'STATION AND REFERENCE MARKS HAVE BEEN PLOWED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0584 ***********************************************************************
 DP0584  DESIGNATION -  FLOYD
 DP0584  PID         -  DP0584
 DP0584  STATE/COUNTY-  TX/FLOYD
 DP0584  USGS QUAD   -  BOOTHE (1965)
 DP0584
 DP0584                         *CURRENT SURVEY CONTROL
 DP0584  ___________________________________________________________________
 DP0584* NAD 83(1993)-  33 58 54.72302(N)    101 14 41.96359(W)     ADJUSTED  
 DP0584* NAVD 88     -       961.     (meters)    3153.     (feet)  SCALED    
 DP0584  ___________________________________________________________________
 DP0584  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 DP0584  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DP0584
 DP0584  HORZ ORDER  -  SECOND
 DP0584
 DP0584.The horizontal coordinates were established by classical geodetic methods
 DP0584.and adjusted by the National Geodetic Survey in February 1996..
 DP0584
 DP0584.The orthometric height was scaled from a topographic map.
 DP0584
 DP0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0584
 DP0584.The geoid height was determined by GEOID03.
 DP0584
 DP0584;                    North         East     Units Scale Factor Converg.
 DP0584;SPC TXNC     - 2,260,059.326   346,378.603   MT  1.00000428   -1 29 49.6
 DP0584;SPC TXNC     - 7,414,877.97  1,136,410.47   sFT  1.00000428   -1 29 49.6
 DP0584;UTM  14      - 3,762,417.066   292,615.939   MT  1.00013020   -1 15 18.9
 DP0584
 DP0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0584!SPC TXNC     -   0.99985330  x   1.00000428  =   0.99985758
 DP0584!UTM  14      -   0.99985330  x   1.00013020  =   0.99998348
 DP0584
 DP0584|---------------------------------------------------------------------|
 DP0584| PID    Reference Object                     Distance      Geod. Az  |
 DP0584|                                                           dddmmss.s |
 DP0584| CJ6377 FLOYD RM 1                            7.772 METERS 14429     |
 DP0584| CJ6378 FLOYD RM 2                           10.632 METERS 22329     |
 DP0584| CJ6376 FLOYD AZ MK 2                                      2390607.2 |
 DP0584| CJ6375 FLOYD AZ MK                                        2453216.1 |
 DP0584| DP0605 FLOYDADA RAD STA KFLD MST           APPROX.10.2 KM 2614216.6 |
 DP0584| DP0602 FLOYDADA PANHANDLE COMP CO TK       APPROX. 7.4 KM 2630447.9 |
 DP0584| DP0603 FLOYDADA EAST MUNICIPAL TANK        APPROX. 8.4 KM 2735922.8 |
 DP0584|---------------------------------------------------------------------|
 DP0584
 DP0584                          SUPERSEDED SURVEY CONTROL
 DP0584
 DP0584  NAD 83(1993)-  33 58 54.72598(N)    101 14 41.96108(W) AD(       ) 2
 DP0584  NAD 83(1986)-  33 58 54.72880(N)    101 14 41.95777(W) AD(       ) 2
 DP0584  NAD 27      -  33 58 54.44283(N)    101 14 40.40414(W) AD(       ) 2
 DP0584
 DP0584.Superseded values are not recommended for survey control.
 DP0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0584.See file dsdata.txt to determine how the superseded data were derived.
 DP0584
 DP0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9261662417(NAD 83)
 DP0584_MARKER: DS = TRIANGULATION STATION DISK
 DP0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0584
 DP0584  HISTORY     - Date     Condition        Report By
 DP0584  HISTORY     - 1964     MONUMENTED       CGS
 DP0584  HISTORY     - 1969     GOOD             CGS
 DP0584
 DP0584                          STATION DESCRIPTION
 DP0584
 DP0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0584'THE STATION IS ABOUT 5 MILES EAST OF FLOYDADA, 7 MILES NORTH OF
 DP0584'LAKEVIEW, ON LAND OWNED BY L. H. DORRELL, 0.1 MILE NORTH OF MR.
 DP0584'DORRELLS HOUSE AND NEAR A WATER TANK AND A SMALL METAL BUILDING.
 DP0584'
 DP0584'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 70
 DP0584'IN FLOYDADA, GO EAST ON HIGHWAYS 62 AND 70 FOR 4.15 MILES TO FARM
 DP0584'ROAD 651 AT THE AZIMUTH MARK.  CONTINUE EAST ON HIGHWAYS 62 AND 70
 DP0584'FOR 0.55 MILE TO A DRIVEWAY LEADING TO MR. DORRELLS HOUSE.  TURN
 DP0584'LEFT AND GO NORTH FOR 0.25 MILE TO THE HIGHEST POINT AND THE
 DP0584'STATION.
 DP0584'
 DP0584'THE STATION MARK IS A STANDARD DISK, STAMPED FLOYD 1964, SET IN THE
 DP0584'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 DP0584'62.1 FEET NORTHWEST OF A TRANSFORMER POLE, 36.0 FEET EAST-NORTHEAST
 DP0584'OF A POWERLINE POLE, 4.0 FEET EAST OF A WITNESS POST 5.4 FEET
 DP0584'NORTH OF THE NORTHWEST CORNER OF THE METAL BUILDING AND 19.2 FEET
 DP0584'NORTH-NORTHWEST OF THE WATER TANK.
 DP0584'
 DP0584'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLOYD NO 1 1964,
 DP0584'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE WATER
 DP0584'TANK AND 37.2 FEET NORTHWEST OF THE TRANSFORMER POLE.  IT IS AT
 DP0584'ABOUT THE SAME ELEVATION AS THE STATION.
 DP0584'
 DP0584'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLOYD NO 2 1964,
 DP0584'CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION SUPPORTING AN
 DP0584'IRRIGATION PUMP.  IT IS 10.9 FEET NORTHWEST OF THE POWERLINE POLE
 DP0584'AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 DP0584'
 DP0584'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FLOYD 1964, SET IN THE
 DP0584'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 DP0584'49.4 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAYS 62 AND 70,
 DP0584'136.4 FEET EAST OF THE CENTERLINE OF FARM ROAD 651, 2.2 FEET WEST
 DP0584'OF A WITNESS POST, 3.5 FEET EAST OF A TELEPHONE LINE POLE AND 4.2
 DP0584'FEET WEST OF A FENCE CORNER.
 DP0584
 DP0584                          STATION RECOVERY (1969)
 DP0584
 DP0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DP0584'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 DP0584'WERE RECOVERED AS DESCRIBED IN 1964 AND WERE FOUND IN GOOD
 DP0584'CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD
 DP0584'CONDITION BUT A CORNER WAS FOUND CHIPPED OFF OF THE CONCRETE POST
 DP0584'BUT IT APPEARED IN ITS ORIGINAL POSITION.  THIS MARK WAS RESET AT
 DP0584'THE REQUEST OF THE STATE HIGHWAY DEPARTMENT IN FLOYDADA.  THE
 DP0584'DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED.  THE DISTANCE
 DP0584'TO REFERENCE MARK NO. 1 CHECKED BUT THE DISTANCE TO REFERENCE
 DP0584'MARK NO.  2 SHOULD BE 34.88 FEET INSTEAD OF 30.87 FEET AS SHOWN IN
 DP0584'THE BOX SCORE IN THE 1964 DESCRIPTION.  THE 1964
 DP0584'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 DP0584'
 DP0584'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK.
 DP0584'
 DP0584'AZIMUTH MARK, A STANDARD DISK STAMPED FLOYD 1964 1968, IS CEMENTED
 DP0584'IN A DRILL HOLE IN A BOX CULVERT WITH A MEDIAN DRAIN ON THE WEST
 DP0584'SIDE.  IT IS 36 FEET SOUTH OF THE CENTER OF THE WEST BOUND LANE
 DP0584'OF U.S. HIGHWAY 70, 28 FEET NORTH OF THE CENTER OF THE EAST BOUND
 DP0584'LANE OF U.S. HIGHWAY 70, AND 2 FEET EAST-SOUTHEAST OF THE
 DP0584'SOUTHEAST CORNER OF THE DRAIN LEADING INTO THE BOX CULVERT.
 DP0584'
 DP0584'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FARM ROAD
 DP0584'FOR 0.3 MILE TO U.S. HIGHWAY 70.  TURN RIGHT AND GO WEST ON U.S.
 DP0584'HIGHWAY 70 FOR 0.35 MILE TO A BOX CULVERT AND THE AZIMUTH MARK ON
 DP0584'THE LEFT.
 DP0584'
 DP0584'NOTE--A TEMPORARY BUILDING OBSTRUCTED THE LINE OF SIGHT TO ALL
 DP0584'INTERSECTION STATIONS IN FLOYDADA.
 DP0584'
 DP0584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 DP0584'EAST OF FLOYDADA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0207 ***********************************************************************
 DN0207  DESIGNATION -  FLOYD AZ
 DN0207  PID         -  DN0207
 DN0207  STATE/COUNTY-  TX/HUNT
 DN0207  USGS QUAD   -  GREENVILLE NW (1962)
 DN0207
 DN0207                         *CURRENT SURVEY CONTROL
 DN0207  ___________________________________________________________________
 DN0207* NAD 83(1986)-  33 08 17.     (N)    096 12 37.     (W)     SCALED    
 DN0207* NAVD 88     -       176.419  (meters)     578.80   (feet)  ADJUSTED  
 DN0207  ___________________________________________________________________
 DN0207  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0207  DYNAMIC HT  -         176.227 (meters)     578.17  (feet)  COMP
 DN0207  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 DN0207
 DN0207  VERT ORDER  -  SECOND    CLASS 0
 DN0207
 DN0207.The horizontal coordinates were scaled from a topographic map and have
 DN0207.an estimated accuracy of +/- 6 seconds.
 DN0207
 DN0207.The orthometric height was determined by differential leveling
 DN0207.and adjusted by the National Geodetic Survey in June 1991..
 DN0207
 DN0207.The geoid height was determined by GEOID03.
 DN0207
 DN0207.The dynamic height is computed by dividing the NAVD 88
 DN0207.geopotential number by the normal gravity value computed on the
 DN0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0207.degrees latitude (g = 980.6199 gals.).
 DN0207
 DN0207.The modeled gravity was interpolated from observed gravity values.
 DN0207
 DN0207;                    North         East    Units  Estimated Accuracy
 DN0207;SPC TXNC     - 2,165,490.      813,600.      MT  (+/- 180 meters Scaled)
 DN0207
 DN0207                          SUPERSEDED SURVEY CONTROL
 DN0207
 DN0207  NGVD 29 (??/??/92)  176.393  (m)          578.72   (f) ADJ UNCH    2 0
 DN0207
 DN0207.Superseded values are not recommended for survey control.
 DN0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0207.See file dsdata.txt to determine how the superseded data were derived.
 DN0207
 DN0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB602700(NAD 83)
 DN0207_MARKER: DZ = AZIMUTH MARK DISK
 DN0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0207_SP_SET: CULVERT
 DN0207_STAMPING: FLOYD 1950
 DN0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0207
 DN0207  HISTORY     - Date     Condition        Report By
 DN0207  HISTORY     - 1950     MONUMENTED       CGS
 DN0207  HISTORY     - 1954     GOOD             NGS
 DN0207  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0207
 DN0207                          STATION DESCRIPTION
 DN0207
 DN0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0207'2.55 MI E FROM FLOYD.
 DN0207'1.7 MILES EAST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0207'THE STATION SIGN AT FLOYD, THENCE 0.5 MILE SOUTH ALONG FARM ROAD 903,
 DN0207'THENCE 0.35 MILE EAST ALONG STATE HIGHWAY 24, 0.25 MILE WEST OF
 DN0207'TRIANGULATION STATION FLOYD 1950, 13 FEET NORTH OF THE CENTER LINE OF
 DN0207'THE HIGHWAY, SET IN THE TOP OF THE CONCRETE POST AT THE WEST END OF
 DN0207'THE NORTH GUARD RAIL OF A CONCRETE CULVERT.
 DN0207
 DN0207                          STATION RECOVERY (1994)
 DN0207
 DN0207'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2353 ***********************************************************************
 AH2353  DESIGNATION -  FLOYD ET
 AH2353  PID         -  AH2353
 AH2353  STATE/COUNTY-  TX/FLOYD
 AH2353  USGS QUAD   -  FLOYDADA (1981)
 AH2353
 AH2353                         *CURRENT SURVEY CONTROL
 AH2353  ___________________________________________________________________
 AH2353* NAD 83(1993)-  33 59 09.80294(N)    101 19 52.46609(W)     ADJUSTED  
 AH2353* NAVD 88     -      1012.1    (meters)    3321.     (feet)  VERTCON   
 AH2353  ___________________________________________________________________
 AH2353  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AH2353  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AH2353
 AH2353  HORZ ORDER  -  THIRD
 AH2353
 AH2353.The horizontal coordinates were established by classical geodetic methods
 AH2353.and adjusted by the National Geodetic Survey in July 1998..
 AH2353
 AH2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2353
 AH2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2353
 AH2353.The geoid height was determined by GEOID03.
 AH2353
 AH2353;                    North         East     Units Scale Factor Converg.
 AH2353;SPC TXNC     - 2,260,735.295   338,423.952   MT  1.00000547   -1 32 38.9
 AH2353;SPC TXNC     - 7,417,095.71  1,110,312.58   sFT  1.00000547   -1 32 38.9
 AH2353;UTM  14      - 3,763,059.639   284,657.352   MT  1.00017168   -1 18 13.1
 AH2353
 AH2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2353!SPC TXNC     -   0.99984533  x   1.00000547  =   0.99985080
 AH2353!UTM  14      -   0.99984533  x   1.00017168  =   1.00001698
 AH2353
 AH2353                          SUPERSEDED SURVEY CONTROL
 AH2353
 AH2353  NGVD 29 (07/28/98) 1011.7    (m)         3319.     (f) VERT ANG       
 AH2353
 AH2353.Superseded values are not recommended for survey control.
 AH2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2353.See file dsdata.txt to determine how the superseded data were derived.
 AH2353
 AH2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8465763060(NAD 83)
 AH2353_MARKER: DS = TRIANGULATION STATION DISK
 AH2353
 AH2353  HISTORY     - Date     Condition        Report By
 AH2353  HISTORY     - 1962     MONUMENTED       USGS
 AH2353
 AH2353                          STATION DESCRIPTION
 AH2353
 AH2353'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2353'LOCATED IN FLOYDADA, TEXAS, ON TOP OF THE HEADER HOUSE OF PRODUCERS
 AH2353'COOPERATIVE ELEVATOR, 10.0 FT. NE. AND 8.0 FT. SE. OF THE W. CORNER OF
 AH2353'THE HEADER HOUSE.
 AH2353'TO REACH FROM THE COURTHOUSE IN FLOYDADA, TEXAS, GO E. ON STATE
 AH2353'HIGHWAY 207 1.5 BLOCKS TO PRODUCERS CO-OP ELEVATOR, ON N. SIDE OF
 AH2353'STREET AND STATION ON ROOF.
 AH2353'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---FLOYD-ET, 1962---,
 AH2353'CEMENTED IN DRILL HOLE ON THE CONCRETE ROOF OF THE HEADER HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0210 ***********************************************************************
 DN0210  DESIGNATION -  FLOYD RESET 1971
 DN0210  PID         -  DN0210
 DN0210  STATE/COUNTY-  TX/HUNT
 DN0210  USGS QUAD   -  GREENVILLE NW (1962)
 DN0210
 DN0210                         *CURRENT SURVEY CONTROL
 DN0210  ___________________________________________________________________
 DN0210* NAD 83(1993)-  33 08 17.06191(N)    096 12 23.43952(W)     ADJUSTED  
 DN0210* NAVD 88     -       180.02   (+/-2cm)     590.6    (feet)  VERTCON   
 DN0210  ___________________________________________________________________
 DN0210  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 DN0210  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0210
 DN0210  HORZ ORDER  -  SECOND
 DN0210  VERT ORDER  -  THIRD (See Below)
 DN0210
 DN0210.The horizontal coordinates were established by classical geodetic methods
 DN0210.and adjusted by the National Geodetic Survey in November 1994..
 DN0210
 DN0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0210.The vertical order pertains to the NGVD 29 superseded value.
 DN0210
 DN0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0210
 DN0210.The geoid height was determined by GEOID03.
 DN0210
 DN0210;                    North         East     Units Scale Factor Converg.
 DN0210;SPC TXNC     - 2,165,499.590   813,955.445   MT  0.99987376   +1 15 03.1
 DN0210;SPC TXNC     - 7,104,643.24  2,670,452.16   sFT  0.99987376   +1 15 03.1
 DN0210;UTM  14      - 3,670,068.259   760,590.746   MT  1.00043736   +1 31 40.6
 DN0210
 DN0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0210!SPC TXNC     -   0.99997574  x   0.99987376  =   0.99984950
 DN0210!UTM  14      -   0.99997574  x   1.00043736  =   1.00041309
 DN0210
 DN0210|---------------------------------------------------------------------|
 DN0210| PID    Reference Object                     Distance      Geod. Az  |
 DN0210|                                                           dddmmss.s |
 DN0210| DN0211 FLOYD RM 1                           24.780 METERS 08102     |
 DN0210| DN1112 CADDO MILLS MUNICIPAL TANK          APPROX. 8.3 KM 1943307.6 |
 DN0210| CY1851 FLOYD AZ MK 2                                      2711633.3 |
 DN0210| DN0207 FLOYD AZ                                           2721657.9 |
 DN0210| DN0212 FLOYD RM 3                           33.690 METERS 27658     |
 DN0210| DN0208 FLOYD RM 2                           33.613 METERS 27704     |
 DN0210|---------------------------------------------------------------------|
 DN0210
 DN0210                          SUPERSEDED SURVEY CONTROL
 DN0210
 DN0210  NAD 83(1986)-  33 08 17.06591(N)    096 12 23.43161(W) AD(       ) 2
 DN0210  NGVD 29 (01/29/03)  180.00   (m)          590.5    (f) RESET       3  
 DN0210
 DN0210.Superseded values are not recommended for survey control.
 DN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0210.See file dsdata.txt to determine how the superseded data were derived.
 DN0210
 DN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6059170068(NAD 83)
 DN0210_MARKER: DS = TRIANGULATION STATION DISK
 DN0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0210_STAMPING: FLOYD 1950 1971
 DN0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0210+STABILITY: SURFACE MOTION
 DN0210
 DN0210  HISTORY     - Date     Condition        Report By
 DN0210  HISTORY     - 1971     MONUMENTED       NGS
 DN0210  HISTORY     - 1971     SEE DESCRIPTION  NGS
 DN0210  HISTORY     - 1973     GOOD             NGS
 DN0210
 DN0210                          STATION DESCRIPTION
 DN0210
 DN0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (CLN)
 DN0210'THE STATION SUB-SURFACE MARK AND REFERENCE MARK NO. 1 WERE
 DN0210'FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK, REFERENCE
 DN0210'MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED.
 DN0210'REFERENCE MARK NO. 1 APPEARED TO BE IN GOOD CONDITION, BUT A
 DN0210'DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO THE
 DN0210'MARK.  IT MAY BE THAT THE MARK WAS HIT DURING THE RECONSTRUCTION
 DN0210'OF HIGHWAY.
 DN0210'
 DN0210'A NEW STATION SURFACE MARK, REFERENCE MARK NO. 3 AND AZIMUTH
 DN0210'MARK WERE ESTABLISHED AT THIS TIME.
 DN0210'
 DN0210'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DN0210'
 DN0210'THE STATION IS LOCATED ABOUT 6 MILES WEST OF GREENVILLE,
 DN0210'5 MILES SOUTH-SOUTHWEST OF CADDO MILLS, 2-1/2 MILES
 DN0210'SOUTH-SOUTHEAST OF FLOYD AND ON THE NORTH SIDE OF U.S. HWY.
 DN0210'380.
 DN0210'
 DN0210'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 380
 DN0210'AND STATE HWY. 36 IN FLOYD, GO SOUTHEAST AND EAST ON U.S.
 DN0210'HWY. 360 FOR 1.85 MILES TO THE INTERSECTION OF FARM ROAD
 DN0210'903 ON THE LEFT AND AZIMUTH MARK ON THE RIGHT IN HEAD-WALL
 DN0210'OF CONCRETE CULVERT.  CONTINUE STRAIGHT AHEAD EASTERLY ON
 DN0210'U.S. HWY. 360 FOR 0.6 MILE TO A BRICK-HOUSE ON THE LEFT AND
 DN0210'STATION ON THE LEFT.
 DN0210'
 DN0210'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 DN0210'CONCRETE POST, THAT IS ABOUT 6-INCHES BELOW THE SURFACE OF
 DN0210'THE GROUND AND IS STAMPED FLOYD 1950 1970.  IT IS 94 FEET EAST
 DN0210'OF THE CENTER OF DRIVEWAY, 38 FEET SOUTHEAST OF THE SOUTHEAST
 DN0210'CORNER OF A CHAIN-LINK FENCE, 36 FEET NORTH OF THE CENTER-LINE
 DN0210'OF U.S. HWY. 380, 18 FEET SOUTH OF FENCE-LINE, 20 FEET SOUTHEAST
 DN0210'OF A HI-LINE POLE NO. 16 AND 16 FEET SOUTH OF A METAL WITNESS
 DN0210'POST.
 DN0210'
 DN0210'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF
 DN0210'A ROUND CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS
 DN0210'STAMPED FLOYD NO 1 1950.  IT IS 49 FEET NORTH OF THE CENTER-LINE
 DN0210'OF HIGHWAY, 7 FEET WEST OF A HIGHWAY RIGHT-OF-WAY CONCRETE
 DN0210'MARKER POST AND 2.6 FEET SOUTH OF FENCE-LINE.
 DN0210'
 DN0210'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF
 DN0210'A ROUND CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS
 DN0210'STAMPED FLOYD 1950 NO 3 1971.  IT IS 46 FEET NORTH OF THE
 DN0210'CENTER-LINE OF HIGHWAY, 14 FEET WEST OF THE CENTER OF DRIVE-WAY,
 DN0210'7 FEET SOUTH OF A CHAIN-LINK FENCE AND 2 FEET NORTHEAST OF
 DN0210'THE EAST 1 OF 3 TREES.
 DN0210'
 DN0210'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL-HOLE AT THE
 DN0210'WEST END OF THE SOUTH HEADWALL OF CONCRETE CULVERT AND IS
 DN0210'STAMPED FLOYD 1950 1971.  IT IS 3.3 FEET EAST OF THE WEST
 DN0210'END OF CULVERT AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 DN0210'ROAD-BED OF HIGHWAY.
 DN0210'
 DN0210'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FLOYD
 DN0210'EAST-SOUTHEAST 2-1/4 MILES
 DN0210
 DN0210                          STATION RECOVERY (1973)
 DN0210
 DN0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DN0210'2.25 MI ESE FROM FLOYD.
 DN0210'FROM THE INTERSECTION OF U.S. HWY. 380 AND STATE HWY. 36 IN FLOYD, GO
 DN0210'SOUTHEAST AND EAST ON U.S. HWY. 380 FOR 2.45 MILES TO BRICK-HOUSE ON
 DN0210'THE LEFT AND MARK ON THE LEFT.  A STANDARD TRIANGULATION STATION MARK
 DN0210'DISK, SET IN THE TOP OF A SQUARE CONCRETE POST, THAT IS ABOUT 6-INCHES
 DN0210'BELOW THE SURFACE OF THE GROUND AND IS STAMPED FLOYD 1950 1971. IT IS
 DN0210'94 FEET EAST OF THE CENTER OF DRIVE-WAY, 36 FEET EAST OF THE
 DN0210'CENTER-LINE OF HIGHWAY, 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DN0210'CHAIN-LINK FENCE, 18 FEET SOUTH OF FENCE-LINE, 20 FEET SOUTHEAST OF
 DN0210'TELEPHONE POLE NO. 16 AND 16 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0211 ***********************************************************************
 DN0211  DESIGNATION -  FLOYD RM 1
 DN0211  PID         -  DN0211
 DN0211  STATE/COUNTY-  TX/HUNT
 DN0211  USGS QUAD   -  GREENVILLE NW (1962)
 DN0211
 DN0211                         *CURRENT SURVEY CONTROL
 DN0211  ___________________________________________________________________
 DN0211* NAD 83(1986)-  33 08 16.     (N)    096 12 23.     (W)     SCALED    
 DN0211* NAVD 88     -       180.417  (meters)     591.92   (feet)  ADJUSTED  
 DN0211  ___________________________________________________________________
 DN0211  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0211  DYNAMIC HT  -         180.221 (meters)     591.28  (feet)  COMP
 DN0211  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 DN0211
 DN0211  VERT ORDER  -  SECOND    CLASS 0
 DN0211
 DN0211.The horizontal coordinates were scaled from a topographic map and have
 DN0211.an estimated accuracy of +/- 6 seconds.
 DN0211
 DN0211.The orthometric height was determined by differential leveling
 DN0211.and adjusted by the National Geodetic Survey in June 1991..
 DN0211
 DN0211.The geoid height was determined by GEOID03.
 DN0211
 DN0211.The dynamic height is computed by dividing the NAVD 88
 DN0211.geopotential number by the normal gravity value computed on the
 DN0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0211.degrees latitude (g = 980.6199 gals.).
 DN0211
 DN0211.The modeled gravity was interpolated from observed gravity values.
 DN0211
 DN0211;                    North         East    Units  Estimated Accuracy
 DN0211;SPC TXNC     - 2,165,470.      813,970.      MT  (+/- 180 meters Scaled)
 DN0211
 DN0211                          SUPERSEDED SURVEY CONTROL
 DN0211
 DN0211  NGVD 29 (??/??/92)  180.390  (m)          591.83   (f) ADJ UNCH    2 0
 DN0211
 DN0211.Superseded values are not recommended for survey control.
 DN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0211.See file dsdata.txt to determine how the superseded data were derived.
 DN0211
 DN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB606700(NAD 83)
 DN0211_MARKER: DR = REFERENCE MARK DISK
 DN0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0211_STAMPING: FLOYD NO 1 1950
 DN0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0211+STABILITY: SURFACE MOTION
 DN0211
 DN0211  HISTORY     - Date     Condition        Report By
 DN0211  HISTORY     - 1950     MONUMENTED       CGS
 DN0211  HISTORY     - 1973     GOOD             NGS
 DN0211  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0211
 DN0211                          STATION DESCRIPTION
 DN0211
 DN0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DN0211'2.25 MI ESE FROM FLOYD.
 DN0211'FROM THE INTERSECTION OF U.S. HWY. 380 AND STATE HWY. 36 IN FLOYD, GO
 DN0211'SOUTHEAST AND EAST ON U.S. HWY. 380 FOR 2.45 MILES TO A BRICK-HOUSE ON
 DN0211'THE LEFT AND MARK ON LEFT.  A STANDARD REFERENCE MARK DISK, SET IN THE
 DN0211'TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS
 DN0211'STAMPED FLOYD NO 1 1950.  IT IS 49 FEET NORTH OF THE CENTER-LINE OF
 DN0211'HWY., 7 FEET WEST OF A HIGHWAY RIGHT-OF-WAY CONCRETE POST MARKER AND
 DN0211'2.6 FEET SOUTH OF THE FENCE-LINE.
 DN0211
 DN0211                          STATION RECOVERY (1994)
 DN0211
 DN0211'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0208 ***********************************************************************
 DN0208  DESIGNATION -  FLOYD RM 2
 DN0208  PID         -  DN0208
 DN0208  STATE/COUNTY-  TX/HUNT
 DN0208  USGS QUAD   -  GREENVILLE NW (1962)
 DN0208
 DN0208                         *CURRENT SURVEY CONTROL
 DN0208  ___________________________________________________________________
 DN0208* NAD 83(1986)-  33 08 16.     (N)    096 12 23.     (W)     SCALED    
 DN0208* NAVD 88     -       180.310  (meters)     591.57   (feet)  ADJUSTED  
 DN0208  ___________________________________________________________________
 DN0208  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0208  DYNAMIC HT  -         180.114 (meters)     590.92  (feet)  COMP
 DN0208  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 DN0208
 DN0208  VERT ORDER  -  SECOND    CLASS 0
 DN0208
 DN0208.The horizontal coordinates were scaled from a topographic map and have
 DN0208.an estimated accuracy of +/- 6 seconds.
 DN0208
 DN0208.The orthometric height was determined by differential leveling
 DN0208.and adjusted by the National Geodetic Survey in June 1991..
 DN0208
 DN0208.The geoid height was determined by GEOID03.
 DN0208
 DN0208.The dynamic height is computed by dividing the NAVD 88
 DN0208.geopotential number by the normal gravity value computed on the
 DN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0208.degrees latitude (g = 980.6199 gals.).
 DN0208
 DN0208.The modeled gravity was interpolated from observed gravity values.
 DN0208
 DN0208;                    North         East    Units  Estimated Accuracy
 DN0208;SPC TXNC     - 2,165,470.      813,970.      MT  (+/- 180 meters Scaled)
 DN0208
 DN0208                          SUPERSEDED SURVEY CONTROL
 DN0208
 DN0208  NGVD 29 (??/??/92)  180.284  (m)          591.48   (f) ADJ UNCH    2 0
 DN0208
 DN0208.Superseded values are not recommended for survey control.
 DN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0208.See file dsdata.txt to determine how the superseded data were derived.
 DN0208
 DN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB606700(NAD 83)
 DN0208_MARKER: DR = REFERENCE MARK DISK
 DN0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0208_STAMPING: FLOYD NO 2 1950
 DN0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0208+STABILITY: SURFACE MOTION
 DN0208
 DN0208  HISTORY     - Date     Condition        Report By
 DN0208  HISTORY     - 1950     MONUMENTED       CGS
 DN0208  HISTORY     - 1954     GOOD             NGS
 DN0208  HISTORY     - 19940418 POOR             USPSQD
 DN0208
 DN0208                          STATION DESCRIPTION
 DN0208
 DN0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0208'2.8 MI E FROM FLOYD.
 DN0208'1.7 MILES EAST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0208'THE STATION SIGN AT FLOYD, THENCE 0.5 MILE SOUTH ALONG FARM ROAD 903,
 DN0208'THENCE 0.6 MILE EAST ALONG STATE HIGHWAY 24.  46 FEET NORTH OF THE
 DN0208'CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF THE CENTER LINE OF A
 DN0208'DRIVEWAY, 2 FEET NORTHEAST OF A SMALL TREE, 110.0 FEET WEST OF
 DN0208'TRIANGULATION STATION FLOYD 1950, SET IN THE TOP OF A CONCRETE POST
 DN0208'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DN0208
 DN0208                          STATION RECOVERY (1994)
 DN0208
 DN0208'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0208'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0212 ***********************************************************************
 DN0212  DESIGNATION -  FLOYD RM 3
 DN0212  PID         -  DN0212
 DN0212  STATE/COUNTY-  TX/HUNT
 DN0212  USGS QUAD   -  GREENVILLE NW (1962)
 DN0212
 DN0212                         *CURRENT SURVEY CONTROL
 DN0212  ___________________________________________________________________
 DN0212* NAD 83(1986)-  33 08 16.     (N)    096 12 23.     (W)     SCALED    
 DN0212* NAVD 88     -       180.59   (+/-2cm)     592.5    (feet)  VERTCON   
 DN0212  ___________________________________________________________________
 DN0212  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0212
 DN0212  VERT ORDER  -  THIRD (See Below)
 DN0212
 DN0212.The horizontal coordinates were scaled from a topographic map and have
 DN0212.an estimated accuracy of +/- 6 seconds.
 DN0212
 DN0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0212.The vertical order pertains to the NGVD 29 superseded value.
 DN0212
 DN0212.The geoid height was determined by GEOID03.
 DN0212
 DN0212;                    North         East    Units  Estimated Accuracy
 DN0212;SPC TXNC     - 2,165,470.      813,970.      MT  (+/- 180 meters Scaled)
 DN0212
 DN0212                          SUPERSEDED SURVEY CONTROL
 DN0212
 DN0212  NGVD 29 (01/29/03)  180.57   (m)          592.4    (f) RESET       3  
 DN0212
 DN0212.Superseded values are not recommended for survey control.
 DN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0212.See file dsdata.txt to determine how the superseded data were derived.
 DN0212
 DN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB606700(NAD 83)
 DN0212_MARKER: DR = REFERENCE MARK DISK
 DN0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0212_STAMPING: FLOYD 1950 NO3 1971
 DN0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0212+STABILITY: SURFACE MOTION
 DN0212
 DN0212  HISTORY     - Date     Condition        Report By
 DN0212  HISTORY     - 1971     MONUMENTED       NGS
 DN0212  HISTORY     - 1973     GOOD             NGS
 DN0212
 DN0212                          STATION DESCRIPTION
 DN0212
 DN0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DN0212'2.25 MI ESE FROM FLOYD.
 DN0212'FROM THE INTERSECTION OF U.S. HWY. 380 AND STATE HWY. 36 IN FLOYD, GO
 DN0212'SOUTHEASTERLY AND EAST ON STATE HWY. 380 FOR 2.45 MILES TO A BRICK
 DN0212'HOUSE ON THE LEFT AND MARK ON THE LEFT.  A STANDARD REFERENCE MARK
 DN0212'DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT
 DN0212'2-INCHES AND IS STAMPED FLOYD 1950 NO 3 1971.  IT IS 46 FEET NORTH OF
 DN0212'THE CENTER-LINE OF HIGHWAY, 14 FEET WEST OF THE CENTER OF DRIVE-WAY
 DN0212'AND 2 FEET NORTHEAST OF THE EAST 1 OF 3 TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2081 ***********************************************************************
 BL2081  DESIGNATION -  FLOYD USE 1911
 BL2081  PID         -  BL2081
 BL2081  STATE/COUNTY-  TX/ORANGE
 BL2081  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2081
 BL2081                         *CURRENT SURVEY CONTROL
 BL2081  ___________________________________________________________________
 BL2081* NAD 83(1993)-  30 01 58.01173(N)    094 00 05.91728(W)     ADJUSTED  
 BL2081* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BL2081  ___________________________________________________________________
 BL2081  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BL2081  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL2081
 BL2081  HORZ ORDER  -  SECOND
 BL2081
 BL2081.The horizontal coordinates were established by classical geodetic methods
 BL2081.and adjusted by the National Geodetic Survey in February 1996..
 BL2081
 BL2081.The orthometric height was scaled from a topographic map.
 BL2081
 BL2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2081
 BL2081.The geoid height was determined by GEOID03.
 BL2081
 BL2081;                    North         East     Units Scale Factor Converg.
 BL2081;SPC TX C     - 3,057,963.515 1,310,404.901   MT  1.00002345   +3 15 40.3
 BL2081;SPC TX C     -10,032,668.63  4,299,220.08   sFT  1.00002345   +3 15 40.3
 BL2081;SPC TXSC     - 4,254,062.949 1,081,937.210   MT  0.99993723   +2 26 55.5
 BL2081;SPC TXSC     -13,956,871.53  3,549,655.66   sFT  0.99993723   +2 26 55.5
 BL2081;UTM  15      - 3,322,840.300   403,423.078   MT  0.99971507   -0 30 04.9
 BL2081
 BL2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2081!SPC TX C     -   1.00000430  x   1.00002345  =   1.00002775
 BL2081!SPC TXSC     -   1.00000430  x   0.99993723  =   0.99994153
 BL2081!UTM  15      -   1.00000430  x   0.99971507  =   0.99971937
 BL2081
 BL2081                          SUPERSEDED SURVEY CONTROL
 BL2081
 BL2081  NAD 83(1993)-  30 01 58.01124(N)    094 00 05.91729(W) AD(       ) 2
 BL2081  NAD 83(1986)-  30 01 58.02916(N)    094 00 05.89935(W) AD(       ) 2
 BL2081  NAD 27      -  30 01 57.26400(N)    094 00 05.27200(W) AD(       ) 2
 BL2081
 BL2081.Superseded values are not recommended for survey control.
 BL2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2081.See file dsdata.txt to determine how the superseded data were derived.
 BL2081
 BL2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0342322840(NAD 83)
 BL2081_MARKER: I = METAL ROD
 BL2081_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BL2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL2081
 BL2081  HISTORY     - Date     Condition        Report By
 BL2081  HISTORY     - 1911     MONUMENTED       USE
 BL2081  HISTORY     - 1933     SEE DESCRIPTION  CGS
 BL2081
 BL2081                          STATION DESCRIPTION
 BL2081
 BL2081'DESCRIBED BY US ENGINEERS 1911
 BL2081'ON THE E BANK OF THE NECHES RIVER, 6 METERS FROM THE TOP OF THE
 BL2081'RIVER BANK, AND ABOUT 12 METERS ABOVE THE MOUTH OF FLOYD BAYOU.
 BL2081'
 BL2081'STATION MARK IS A 3-INCH IRON PIPE, 4.5 FEET LONG, WITH A
 BL2081'FLANGE AT THE BOTTOM, SET IN AND FILLED WITH CONCRETE, AND
 BL2081'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 BL2081'
 BL2081'THE FOLLOWING DISTANCES AND BEARINGS ARE GIVEN--CYPRESS TREE
 BL2081'18 INCHES IN DIAMETER, WITH A TRIANGLE CUT 6 FEET ABOVE THE
 BL2081'GROUND, 8.78 METERS, N 71 DEG 50 MIN E.  OAK TREE WITH A TRIANGLE
 BL2081'CUT 4.5 FEET ABOVE THE GROUND, 7.92 METERS, S 24 DEG 30 MIN W.
 BL2081
 BL2081                          STATION RECOVERY (1933)
 BL2081
 BL2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BL2081'STATION RECOVERED.  DUE TO DREDGING, THE STATION IS NOW AT THE
 BL2081'WATER EDGE, AND THE PIPE IS BADLY RUSTED AND CORRODED.  IT IS
 BL2081'PROBABLE THAT THE MARK WILL BE WASHED OUT WITHIN A FEW MONTHS.
 BL2081'
 BL2081'1933 POSITION COMPUTED BY DISTANCE AND AZIMUTH FROM DUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0240 ***********************************************************************
 DP0240  DESIGNATION -  FLOYDADA
 DP0240  PID         -  DP0240
 DP0240  STATE/COUNTY-  TX/FLOYD
 DP0240  USGS QUAD   -  FLOYDADA (1981)
 DP0240
 DP0240                         *CURRENT SURVEY CONTROL
 DP0240  ___________________________________________________________________
 DP0240* NAD 83(1986)-  33 59 04.     (N)    101 20 01.     (W)     SCALED    
 DP0240* NAVD 88     -       970.147  (meters)    3182.89   (feet)  ADJUSTED  
 DP0240  ___________________________________________________________________
 DP0240  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DP0240  DYNAMIC HT  -         968.906 (meters)    3178.82  (feet)  COMP
 DP0240  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 DP0240
 DP0240  VERT ORDER  -  SECOND    CLASS 0
 DP0240
 DP0240.The horizontal coordinates were scaled from a topographic map and have
 DP0240.an estimated accuracy of +/- 6 seconds.
 DP0240
 DP0240.The orthometric height was determined by differential leveling
 DP0240.and adjusted by the National Geodetic Survey in June 1991..
 DP0240
 DP0240.The geoid height was determined by GEOID03.
 DP0240
 DP0240.The dynamic height is computed by dividing the NAVD 88
 DP0240.geopotential number by the normal gravity value computed on the
 DP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0240.degrees latitude (g = 980.6199 gals.).
 DP0240
 DP0240.The modeled gravity was interpolated from observed gravity values.
 DP0240
 DP0240;                    North         East    Units  Estimated Accuracy
 DP0240;SPC TXNC     - 2,260,560.      338,200.      MT  (+/- 180 meters Scaled)
 DP0240
 DP0240                          SUPERSEDED SURVEY CONTROL
 DP0240
 DP0240  NGVD 29 (??/??/92)  969.783  (m)         3181.70   (f) ADJ UNCH    2 0
 DP0240
 DP0240.Superseded values are not recommended for survey control.
 DP0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0240.See file dsdata.txt to determine how the superseded data were derived.
 DP0240
 DP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC844628(NAD 83)
 DP0240_MARKER: DB = BENCH MARK DISK
 DP0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0240_SP_SET: SIDEWALK
 DP0240_STAMPING: FLOYDADA 1934
 DP0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0240
 DP0240  HISTORY     - Date     Condition        Report By
 DP0240  HISTORY     - 1934     MONUMENTED       CGS
 DP0240  HISTORY     - 1958     GOOD             NGS
 DP0240
 DP0240                          STATION DESCRIPTION
 DP0240
 DP0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0240'IN FLOYDADA.
 DP0240'AT FLOYDADA, FLOYD COUNTY, AT THE CITY HALL, 8 FEET SOUTH OF THE SOUTH
 DP0240'ENTRANCE, IN THE TOP OF THE SOUTHEAST CORNER OF THE SIDEWALK AND THE
 DP0240'WALK, AND ABOUT 4 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED
 DP0240'FLOYDADA 1934.
 DP0240
 DP0240                          STATION RECOVERY (1958)
 DP0240
 DP0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0686 ***********************************************************************
 DP0686  DESIGNATION -  FLOYDADA
 DP0686  PID         -  DP0686
 DP0686  STATE/COUNTY-  TX/FLOYD
 DP0686  USGS QUAD   -  FLOYDADA (1981)
 DP0686
 DP0686                         *CURRENT SURVEY CONTROL
 DP0686  ___________________________________________________________________
 DP0686* NAD 83(1993)-  33 58 31.87340(N)    101 20 11.26666(W)     ADJUSTED  
 DP0686* NAVD 88     -       970.14   (+/-2cm)    3182.9    (feet)  VERTCON   
 DP0686  ___________________________________________________________________
 DP0686  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 DP0686  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DP0686
 DP0686  HORZ ORDER  -  SECOND
 DP0686  VERT ORDER  -  THIRD ? (See Below)
 DP0686
 DP0686.The horizontal coordinates were established by classical geodetic methods
 DP0686.and adjusted by the National Geodetic Survey in February 1996..
 DP0686
 DP0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0686.The vertical order pertains to the NGVD 29 superseded value.
 DP0686
 DP0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0686
 DP0686.The geoid height was determined by GEOID03.
 DP0686
 DP0686;                    North         East     Units Scale Factor Converg.
 DP0686;SPC TXNC     - 2,259,580.059   337,910.027   MT  1.00000248   -1 32 49.2
 DP0686;SPC TXNC     - 7,413,305.58  1,108,626.48   sFT  1.00000248   -1 32 49.2
 DP0686;UTM  14      - 3,761,902.059   284,148.197   MT  1.00017439   -1 18 22.4
 DP0686
 DP0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0686!SPC TXNC     -   0.99985190  x   1.00000248  =   0.99985438
 DP0686!UTM  14      -   0.99985190  x   1.00017439  =   1.00002626
 DP0686
 DP0686:                Primary Azimuth Mark                     Grid Az
 DP0686:SPC TXNC     -  FLOYDADA AZ MK RESET                     004 01 23.0
 DP0686:UTM  14      -  FLOYDADA AZ MK RESET                     003 46 56.2
 DP0686
 DP0686|---------------------------------------------------------------------|
 DP0686| PID    Reference Object                     Distance      Geod. Az  |
 DP0686|                                                           dddmmss.s |
 DP0686| CJ6380 FLOYDADA AZ MK RESET                               0022833.8 |
 DP0686| DP0603 FLOYDADA EAST MUNICIPAL TANK        APPROX. 1.3 KM 0030907.7 |
 DP0686| CJ6379 FLOYDADA AZ MK                                     1435716.4 |
 DP0686| DP0604 FLOYDADA RM 3                        24.237 METERS 20754     |
 DP0686| CJ6381 FLOYDADA RM 1                        53.819 METERS 25935     |
 DP0686| CJ6382 FLOYDADA RM 2                        32.309 METERS 31949     |
 DP0686|---------------------------------------------------------------------|
 DP0686
 DP0686                          SUPERSEDED SURVEY CONTROL
 DP0686
 DP0686  NAD 83(1993)-  33 58 31.87642(N)    101 20 11.26427(W) AD(       ) 2
 DP0686  NAD 83(1986)-  33 58 31.87926(N)    101 20 11.26087(W) AD(       ) 2
 DP0686  NAD 27      -  33 58 31.59100(N)    101 20 09.69500(W) AD(       ) 2
 DP0686  NGVD 29 (07/19/86)  969.78   (m)         3181.7    (f) LEVELING    3  
 DP0686
 DP0686.Superseded values are not recommended for survey control.
 DP0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0686.See file dsdata.txt to determine how the superseded data were derived.
 DP0686
 DP0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8414861902(NAD 83)
 DP0686_MARKER: DS = TRIANGULATION STATION DISK
 DP0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0686_STAMPING: FLOYDADA 1935
 DP0686_PROJECTION: FLUSH
 DP0686_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0686
 DP0686  HISTORY     - Date     Condition        Report By
 DP0686  HISTORY     - 1935     MONUMENTED       CGS
 DP0686  HISTORY     - 1938     GOOD             TXHD
 DP0686  HISTORY     - 1950     GOOD             CGS
 DP0686  HISTORY     - 1958     GOOD             CGS
 DP0686  HISTORY     - 1959     GOOD             CGS
 DP0686  HISTORY     - 1964     GOOD             CGS
 DP0686  HISTORY     - 19990518 GOOD             TXDOT
 DP0686
 DP0686                          STATION DESCRIPTION
 DP0686
 DP0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0686'STATION IS LOCATED ON THE GROUNDS OF THE FLOYDADA HIGH SCHOOL,
 DP0686'25 FEET W OF THE W CURB OF S FIFTH STREET, ON THE N EDGE
 DP0686'OF DRIVEWAY, 17 FEET S OF THE S SIDE OF THE SCHOOL BUILDING.
 DP0686'MARK PROJECTS 10 INCHES.  THE FLOYDADA MAGNETIC STATION
 DP0686'COULD NOT BE FOUND.
 DP0686'
 DP0686'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0686'BRONZE DISKS SET IN CONCRETE.
 DP0686'
 DP0686'REFERENCE MARK NO. 1 IS W OF STATION IN FENCE LINE, 60 FEET
 DP0686'SSW OF THE SW CORNER OF THE SCHOOL BUILDING.  MARK PROJECTS
 DP0686'6 INCHES.
 DP0686'
 DP0686'REFERENCE MARK NO. 2 IS NW OF STATION ON S SIDE OF ENTRANCE
 DP0686'(IN CORNER OF BUILDING).  MARK PROJECTS 6 INCHES.
 DP0686'
 DP0686'AZIMUTH MARK IS 0.9 MILE SE OF STATION, IN FENCE CORNER OF
 DP0686'CULTIVATED FIELD, AND PROJECTS 10 INCHES ABOVE GROUND.  REACHED
 DP0686'FROM STATION BY GOING 0.1 MILE N TO W CROCKETT STREET, TURN
 DP0686'RIGHT AND GO 0.65 MILE E, TURN RIGHT AND GO 0.9 MILE, S TURN
 DP0686'RIGHT THROUGH GATE AND GO 0.2 MILE W TO GATE IN REAR OF
 DP0686'FARMHOUSE, TURN RIGHT AND GO 0.1 MILE N TO MARK.
 DP0686'
 DP0686'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 DP0686
 DP0686                          STATION RECOVERY (1938)
 DP0686
 DP0686'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0686'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 DP0686'IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0686
 DP0686                          STATION RECOVERY (1950)
 DP0686
 DP0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 DP0686'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 DP0686
 DP0686                          STATION RECOVERY (1958)
 DP0686
 DP0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 DP0686'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DP0686'CONDITION.
 DP0686'
 DP0686'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.15
 DP0686'MILE, TURN RIGHT AND GO EAST ON CROCKETT STREET FOR 0.65 MILE
 DP0686'TO CROSSROADS JUST BEFORE REACHING THE HIGHWAY, TURN RIGHT
 DP0686'AND GO SOUTH FOR 0.75 MILE TO AN EAST-WEST FENCE LINE ON
 DP0686'RIGHT, TURN RIGHT AND GO WEST ALONG NORTH SIDE OF FENCE FOR
 DP0686'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  THE MARK IS JUST
 DP0686'NORTH OF EAST-WEST FENCE LINE, BETWEEN TWO BRACE POSTS AND
 DP0686'MARK PROJECTS ABOUT 2 INCHES.
 DP0686
 DP0686                          STATION RECOVERY (1959)
 DP0686
 DP0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HDW)
 DP0686'STATION RECOVERED IN FAIR CONDITION AS DESCRIBED.  REFERENCE
 DP0686'MARKS NO. 1 AND NO. 2 ALSO RECOVERED IN GOOD CONDITION AS
 DP0686'DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 DP0686'CORRECT.
 DP0686
 DP0686                          STATION RECOVERY (1964)
 DP0686
 DP0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0686'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 DP0686'AZIMUTH MARK WAS NOT RECOVERED.  AN AZIMUTH MARK AND AN ADDITIONAL
 DP0686'REFERENCE MARK WAS ESTABLISHED.  A TOWER COULD NOT BE ERECTED OVER
 DP0686'THE STATION MARK BECAUSE OF ITS PROXIMITY TO A SCHOOL DRIVEWAY.
 DP0686'REFERENCE MARK 3 WAS OCCUPIED FOR THE MAIN SCHEME STATIONS.
 DP0686'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 DP0686'
 DP0686'THE STATION IS LOCATED IN THE CITY OF FLOYDADA, ON THE GROUNDS OF THE
 DP0686'FLOYDADA JUNIOR HIGH SCHOOL.
 DP0686'
 DP0686'THE STATION MARK IS A STANDARD DISK, STAMPED FLOYDADA 1935, SET IN
 DP0686'THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 DP0686'12 INCHES.  IT IS 46.2 FEET WEST OF THE CENTERLINE OF 5TH STREET,
 DP0686'14.1 FEET NORTH OF THE CENTERLINE OF THE SCHOOL DRIVEWAY AND 68.3
 DP0686'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 DP0686'BUILDING.
 DP0686'
 DP0686'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLOYDADA NO 1 1935, SET
 DP0686'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING
 DP0686'12 INCHES.  IT IS 1 FOOT NORTH OF A STEEL FENCE, 46.9 FEET
 DP0686'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING,
 DP0686'19.0 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY AND AT ABOUT
 DP0686'THE SAME ELEVATION AS THE STATION.
 DP0686'
 DP0686'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLOYDADA NO 2 1935,
 DP0686'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 DP0686'PROJECTING 12 INCHES.  IT IS 12.9 FEET SOUTH AND 1 FOOT WEST OF THE
 DP0686'EAST ENTRANCE TO THE SCHOOL BUILDING AND AT ABOUT THE SAME
 DP0686'ELEVATION AS THE STATION.
 DP0686'
 DP0686'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FLOYDADA NO 3 1935,
 DP0686'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST 3 INCHES BELOW
 DP0686'THE GROUND SURFACE.  IT IS 12.9 FEET WEST-SOUTHWEST OF A STEEL
 DP0686'CENTER POST OF A DOUBLE GATE AT THE EAST ENTRANCE TO WESTER FIELD,
 DP0686'84.9 FEET WEST OF THE CENTERLINE OF 5TH STREET, 57.0 FEET SOUTH
 DP0686'OF THE CENTERLINE OF THE DRIVEWAY, 13.6 FEET WEST OF A STEEL FENCE
 DP0686'AND 1.1 FEET LOWER IN ELEVATION THAN THE STATION.
 DP0686'
 DP0686'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FLOYDADA 1935 RESET
 DP0686'1964, CEMENTED IN A DRILL HOLE IN THE WEST END OF A SIDEWALK.  IT
 DP0686'IS 35.6 FEET NORTH OF THE CENTERLINE OF HOUSTON STREET AND 21.7
 DP0686'FEET EAST OF THE CENTERLINE OF 5TH STREET.
 DP0686'
 DP0686'HEIM 1935 TRANSFERRED.
 DP0686
 DP0686                          STATION RECOVERY (1999)
 DP0686
 DP0686'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 DP0686'STATION AND RM 2 RECOVERED IN GOOD CONDITION - RM 1 FOUND COVERED WITH
 DP0686'ROOFING TAR, CONDITION OF DISK UNKNOWN - AZIMUTH MARK SEARCHED FOR BUT
 DP0686'NOT FOUND, NEW ROAD AND SIDEWALK CONSTRUCTION IN AREA, AZIMUTH MARK
 DP0686'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0603 ***********************************************************************
 DP0603  DESIGNATION -  FLOYDADA EAST MUNICIPAL TANK
 DP0603  PID         -  DP0603
 DP0603  STATE/COUNTY-  TX/FLOYD
 DP0603  USGS QUAD   -  FLOYDADA (1981)
 DP0603
 DP0603                         *CURRENT SURVEY CONTROL
 DP0603  ___________________________________________________________________
 DP0603* NAD 83(1993)-  33 59 13.57444(N)    101 20 08.50977(W)     ADJUSTED  
 DP0603* NAVD 88     -                                                        
 DP0603  ___________________________________________________________________
 DP0603  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 DP0603  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DP0603
 DP0603  HORZ ORDER  -  THIRD
 DP0603
 DP0603.The horizontal coordinates were established by classical geodetic methods
 DP0603.and adjusted by the National Geodetic Survey in February 1996..
 DP0603
 DP0603
 DP0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0603
 DP0603.The geoid height was determined by GEOID03.
 DP0603
 DP0603;                    North         East     Units Scale Factor Converg.
 DP0603;SPC TXNC     - 2,260,862.565   338,015.449   MT  1.00000576   -1 32 47.7
 DP0603;SPC TXNC     - 7,417,513.27  1,108,972.35   sFT  1.00000576   -1 32 47.7
 DP0603;UTM  14      - 3,763,185.214   284,248.250   MT  1.00017386   -1 18 22.2
 DP0603
 DP0603                          SUPERSEDED SURVEY CONTROL
 DP0603
 DP0603  NAD 83(1993)-  33 59 13.57731(N)    101 20 08.50698(W) AD(       ) 4
 DP0603  NAD 83(1986)-  33 59 13.58112(N)    101 20 08.50335(W) AD(       ) 4
 DP0603  NAD 27      -  33 59 13.29436(N)    101 20 06.93697(W) AD(       ) 3
 DP0603
 DP0603.Superseded values are not recommended for survey control.
 DP0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0603.See file dsdata.txt to determine how the superseded data were derived.
 DP0603
 DP0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8424863185(NAD 83)
 DP0603_MARKER: 53 = ELEVATED TANK
 DP0603
 DP0603  HISTORY     - Date     Condition        Report By
 DP0603  HISTORY     - 1964     FIRST OBSERVED   CGS
 DP0603
 DP0603                          STATION DESCRIPTION
 DP0603
 DP0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0603'THE STATION IS THE CENTER OF THE TOP OF A 120 FOOT HIGH ELEVATED
 DP0603'TANK, PAINTED ALUMINUM AND SUPPORTED BY 4 LEGS.  IT IS THE EAST AND
 DP0603'HIGHEST ONE OF TWO MUNICIPAL WATER TANKS, LOCATED 150 FEET SOUTH OF
 DP0603'WEST VIRGINIA STREET AND 300 FEET EAST OF WEST 5TH. STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0602 ***********************************************************************
 DP0602  DESIGNATION -  FLOYDADA PANHANDLE COMP CO TK
 DP0602  PID         -  DP0602
 DP0602  STATE/COUNTY-  TX/FLOYD
 DP0602  USGS QUAD   -  FLOYDADA (1981)
 DP0602
 DP0602                         *CURRENT SURVEY CONTROL
 DP0602  ___________________________________________________________________
 DP0602* NAD 83(1993)-  33 58 25.50046(N)    101 19 30.03678(W)     ADJUSTED  
 DP0602* NAVD 88     -                                                        
 DP0602  ___________________________________________________________________
 DP0602  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 DP0602  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DP0602
 DP0602  HORZ ORDER  -  THIRD
 DP0602
 DP0602.The horizontal coordinates were established by classical geodetic methods
 DP0602.and adjusted by the National Geodetic Survey in February 1996..
 DP0602
 DP0602
 DP0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0602
 DP0602.The geoid height was determined by GEOID03.
 DP0602
 DP0602;                    North         East     Units Scale Factor Converg.
 DP0602;SPC TXNC     - 2,259,355.254   338,962.729   MT  1.00000198   -1 32 26.7
 DP0602;SPC TXNC     - 7,412,568.03  1,112,080.22   sFT  1.00000198   -1 32 26.7
 DP0602;UTM  14      - 3,761,681.644   285,202.013   MT  1.00016880   -1 17 59.1
 DP0602
 DP0602                          SUPERSEDED SURVEY CONTROL
 DP0602
 DP0602  NAD 83(1993)-  33 58 25.50351(N)    101 19 30.03384(W) AD(       ) 4
 DP0602  NAD 83(1986)-  33 58 25.50717(N)    101 19 30.03034(W) AD(       ) 4
 DP0602  NAD 27      -  33 58 25.21938(N)    101 19 28.46589(W) AD(       ) 3
 DP0602
 DP0602.Superseded values are not recommended for survey control.
 DP0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0602.See file dsdata.txt to determine how the superseded data were derived.
 DP0602
 DP0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8520261682(NAD 83)
 DP0602_MARKER: 53 = ELEVATED TANK
 DP0602
 DP0602  HISTORY     - Date     Condition        Report By
 DP0602  HISTORY     - 1964     FIRST OBSERVED   CGS
 DP0602
 DP0602                          STATION DESCRIPTION
 DP0602
 DP0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0602'THE STATION IS THE CENTER OF THE TOP OF A 120 FOOT HIGH, ELEVATED
 DP0602'TANK.  THE TOP HALF OF THE TANK IS PAINTED IN RED AND ALUMINUM
 DP0602'CHECKS.  THE BOTTOM HALF AND THE 4 SUPPORTING LEGS ARE PAINTED
 DP0602'ALUMINUM.  IT IS ABOUT 1 MILE SOUTHEAST OF FLOYDADA AND ABOUT 100
 DP0602'FEET EAST OF FARM ROAD 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0605 ***********************************************************************
 DP0605  DESIGNATION -  FLOYDADA RAD STA KFLD MST
 DP0605  PID         -  DP0605
 DP0605  STATE/COUNTY-  TX/FLOYD
 DP0605  USGS QUAD   -  FLOYDADA (1981)
 DP0605
 DP0605                         *CURRENT SURVEY CONTROL
 DP0605  ___________________________________________________________________
 DP0605* NAD 83(1993)-  33 58 06.81324(N)    101 21 14.91188(W)     ADJUSTED  
 DP0605* NAVD 88     -                                                        
 DP0605  ___________________________________________________________________
 DP0605  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 DP0605  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DP0605
 DP0605  HORZ ORDER  -  THIRD
 DP0605
 DP0605.The horizontal coordinates were established by classical geodetic methods
 DP0605.and adjusted by the National Geodetic Survey in February 1996..
 DP0605
 DP0605
 DP0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0605
 DP0605.The geoid height was determined by GEOID03.
 DP0605
 DP0605;                    North         East     Units Scale Factor Converg.
 DP0605;SPC TXNC     - 2,258,852.442   336,255.887   MT  1.00000053   -1 33 23.9
 DP0605;SPC TXNC     - 7,410,918.39  1,103,199.52   sFT  1.00000053   -1 33 23.9
 DP0605;UTM  14      - 3,761,167.367   282,496.837   MT  1.00018321   -1 18 57.1
 DP0605
 DP0605                          SUPERSEDED SURVEY CONTROL
 DP0605
 DP0605  NAD 83(1993)-  33 58 06.81615(N)    101 21 14.90874(W) AD(       ) 4
 DP0605  NAD 83(1986)-  33 58 06.81991(N)    101 21 14.90547(W) AD(       ) 4
 DP0605  NAD 27      -  33 58 06.53181(N)    101 21 13.33772(W) AD(       ) 3
 DP0605
 DP0605.Superseded values are not recommended for survey control.
 DP0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0605.See file dsdata.txt to determine how the superseded data were derived.
 DP0605
 DP0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8249761167(NAD 83)
 DP0605_MARKER: 42 = RADIO/TV MAST
 DP0605
 DP0605  HISTORY     - Date     Condition        Report By
 DP0605  HISTORY     - 1964     FIRST OBSERVED   CGS
 DP0605
 DP0605                          STATION DESCRIPTION
 DP0605
 DP0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0605'THE STATION IS THE CENTER OF THE TOP OF A 246 FOOT HIGH STEEL MAST,
 DP0605'LOCATED ABOUT 2 MILES SOUTHWEST OF FLOYDADA AND 200 FEET WEST OF
 DP0605'U.S. HIGHWAY 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0241 ***********************************************************************
 DP0241  DESIGNATION -  FLOYDADA RESET 1964
 DP0241  PID         -  DP0241
 DP0241  STATE/COUNTY-  TX/FLOYD
 DP0241  USGS QUAD   -  FLOYDADA (1981)
 DP0241
 DP0241                         *CURRENT SURVEY CONTROL
 DP0241  ___________________________________________________________________
 DP0241* NAD 83(1986)-  33 59 13.     (N)    101 20 06.     (W)     SCALED    
 DP0241* NAVD 88     -       970.36   (+/-2cm)    3183.6    (feet)  VERTCON   
 DP0241  ___________________________________________________________________
 DP0241  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DP0241
 DP0241  VERT ORDER  -  THIRD (See Below)
 DP0241
 DP0241.The horizontal coordinates were scaled from a topographic map and have
 DP0241.an estimated accuracy of +/- 6 seconds.
 DP0241
 DP0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0241.The vertical order pertains to the NGVD 29 superseded value.
 DP0241
 DP0241.The geoid height was determined by GEOID03.
 DP0241
 DP0241;                    North         East    Units  Estimated Accuracy
 DP0241;SPC TXNC     - 2,260,840.      338,080.      MT  (+/- 180 meters Scaled)
 DP0241
 DP0241                          SUPERSEDED SURVEY CONTROL
 DP0241
 DP0241  NGVD 29 (01/29/03)  970.00   (m)         3182.4    (f) RESET       3  
 DP0241
 DP0241.Superseded values are not recommended for survey control.
 DP0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0241.See file dsdata.txt to determine how the superseded data were derived.
 DP0241
 DP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC843631(NAD 83)
 DP0241_MARKER: DB = BENCH MARK DISK
 DP0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0241_STAMPING: FLOYDADA 1934 RESET 1964
 DP0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0241+STABILITY: SURFACE MOTION
 DP0241
 DP0241  HISTORY     - Date     Condition        Report By
 DP0241  HISTORY     - 1964     MONUMENTED       CGS
 DP0241
 DP0241                          STATION DESCRIPTION
 DP0241
 DP0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DP0241'IN FLOYDADA.
 DP0241'MARK IS LOCATED JUST NORTH OF THE CITY HALL, SET IN CEMENT IN A DRILL
 DP0241'HOLE IN THE CONCRETE FOUNDATION OF THE SOUTHEAST LOG OF A 6 LEGGED
 DP0241'WATER TOWER, THE EASTERLY AND LARGER OF 2 MUNICIPAL WATER TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0604 ***********************************************************************
 DP0604  DESIGNATION -  FLOYDADA RM 3
 DP0604  PID         -  DP0604
 DP0604  STATE/COUNTY-  TX/FLOYD
 DP0604  USGS QUAD   -  FLOYDADA (1981)
 DP0604
 DP0604                         *CURRENT SURVEY CONTROL
 DP0604  ___________________________________________________________________
 DP0604* NAD 83(1993)-  33 58 31.17818(N)    101 20 11.70842(W)     ADJUSTED  
 DP0604* NAVD 88     -       969.     (meters)    3179.     (feet)  SCALED    
 DP0604  ___________________________________________________________________
 DP0604  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 DP0604  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DP0604
 DP0604  HORZ ORDER  -  SECOND
 DP0604
 DP0604.The horizontal coordinates were established by classical geodetic methods
 DP0604.and adjusted by the National Geodetic Survey in February 1996..
 DP0604
 DP0604.The orthometric height was scaled from a topographic map.
 DP0604
 DP0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0604
 DP0604.The geoid height was determined by GEOID03.
 DP0604
 DP0604;                    North         East     Units Scale Factor Converg.
 DP0604;SPC TXNC     - 2,259,558.952   337,898.113   MT  1.00000243   -1 32 49.4
 DP0604;SPC TXNC     - 7,413,236.33  1,108,587.39   sFT  1.00000243   -1 32 49.4
 DP0604;UTM  14      - 3,761,880.898   284,136.370   MT  1.00017445   -1 18 22.6
 DP0604
 DP0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0604!SPC TXNC     -   0.99985202  x   1.00000243  =   0.99985445
 DP0604!UTM  14      -   0.99985202  x   1.00017445  =   1.00002645
 DP0604
 DP0604:                Primary Azimuth Mark                     Grid Az
 DP0604:SPC TXNC     -  DADA                                     196 27 23.3
 DP0604:UTM  14      -  DADA                                     196 12 56.5
 DP0604
 DP0604|---------------------------------------------------------------------|
 DP0604| PID    Reference Object                     Distance      Geod. Az  |
 DP0604|                                                           dddmmss.s |
 DP0604| DP0606 DADA                                APPROX. 8.1 KM 1945433.9 |
 DP0604|---------------------------------------------------------------------|
 DP0604
 DP0604                          SUPERSEDED SURVEY CONTROL
 DP0604
 DP0604  NAD 83(1993)-  33 58 31.18121(N)    101 20 11.70603(W) AD(       ) 2
 DP0604  NAD 83(1986)-  33 58 31.18399(N)    101 20 11.70266(W) AD(       ) 2
 DP0604  NAD 27      -  33 58 30.89579(N)    101 20 10.13676(W) AD(       ) 2
 DP0604
 DP0604.Superseded values are not recommended for survey control.
 DP0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0604.See file dsdata.txt to determine how the superseded data were derived.
 DP0604
 DP0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC8413661881(NAD 83)
 DP0604_MARKER: DS = TRIANGULATION STATION DISK
 DP0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0604+STABILITY: SURFACE MOTION
 DP0604
 DP0604  HISTORY     - Date     Condition        Report By
 DP0604  HISTORY     - 1964     MONUMENTED       CGS
 DP0604
 DP0604                          STATION DESCRIPTION
 DP0604
 DP0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0604'THIS POINT WAS OCCUPIED FOR MAIN SCHEME STATIONS ONLY.
 DP0604'
 DP0604'SEE RECOVEREY NOTE FOR FLOYDADA 1935.
 DP0604'
 DP0604'THE STATION IS LOCATED IN THE CITY OF FLOYDADA, AT THE EAST EDGE OF
 DP0604'WESTER FIELD, WHICH IS INCLOSED BY AN 8 FOOT HIGH STEEL FENCE.
 DP0604'
 DP0604'THE STATION IS MARKED BY A STANDARD REFERENCE MARK DISK, STAMPED
 DP0604'FLOYDADA NO 3 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DP0604'POST 3 INCHES BELOW THE GROUND SURFACE.  IT IS 12.9 FEET
 DP0604'WEST-SOUTHWEST OF A STEEL CENTER POST OF A DOUBLE GATE AT THE EAST
 DP0604'ENTRANCE TO WESTER FIELD, 84.9 FEET WEST OF THE CENTERLINE OF 5TH
 DP0604'STREET, 57.0 FEET SOUTH OF THE CENTERLINE OF THE SCHOOL DRIVEWAY
 DP0604'AND 13.6 FEET WEST OF THE STEEL FENCE.
 DP0604'
 DP0604'NOTE--AT THE TIME FLOYDADA 1935 WAS TO BE OCCUPIED A TOWER COULD NOT
 DP0604'BE ERECTED OVER THE STATION BECAUSE OF ITS PROXIMITY TO THE FLOYDADA
 DP0604'JUNIOR HIGH SCHOOL DRIVEWAY.  HOWEVER, A TOWER COULD BE ERECTED
 DP0604'OVER THE STATION PROVIDING SCHOOL IS NOT IN SESSION.  ONE LEG OF
 DP0604'THE TOWER WOULD HAVE TO BE PLACE NEAR THE CENTER OF THE
 DP0604'DRIVEWAY WHICH WOULD BE A HAZARD TO THE STUDENTS.
 DP0604'
 DP0604'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5737 ***********************************************************************
 AW5737  DESIGNATION -  FLUME
 AW5737  PID         -  AW5737
 AW5737  STATE/COUNTY-  TX/JEFFERSON
 AW5737  USGS QUAD   -  CLAM LAKE (1993)
 AW5737
 AW5737                         *CURRENT SURVEY CONTROL
 AW5737  ___________________________________________________________________
 AW5737* NAD 83(1993)-  29 42 58.88242(N)    094 07 14.46270(W)     ADJUSTED  
 AW5737* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5737  ___________________________________________________________________
 AW5737  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AW5737  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW5737
 AW5737  HORZ ORDER  -  SECOND
 AW5737
 AW5737.The horizontal coordinates were established by classical geodetic methods
 AW5737.and adjusted by the National Geodetic Survey in February 1996..
 AW5737
 AW5737.The orthometric height was scaled from a topographic map.
 AW5737
 AW5737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5737
 AW5737.The geoid height was determined by GEOID03.
 AW5737
 AW5737;                    North         East     Units Scale Factor Converg.
 AW5737;SPC TXSC     - 4,218,536.165 1,071,929.019   MT  0.99988533   +2 23 25.6
 AW5737;SPC TXSC     -13,840,314.07  3,516,820.46   sFT  0.99988533   +2 23 25.6
 AW5737;UTM  15      - 3,287,881.543   391,603.018   MT  0.99974497   -0 33 20.1
 AW5737
 AW5737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5737!SPC TXSC     -   1.00000409  x   0.99988533  =   0.99988942
 AW5737!UTM  15      -   1.00000409  x   0.99974497  =   0.99974906
 AW5737
 AW5737|---------------------------------------------------------------------|
 AW5737| PID    Reference Object                     Distance      Geod. Az  |
 AW5737|                                                           dddmmss.s |
 AW5737| CV9794 FLUME RM 2                           17.585 METERS 06640     |
 AW5737| CV9793 FLUME RM 1                           16.934 METERS 22403     |
 AW5737| AW5743 WAY                                 APPROX. 9.4 KM 2425425.8 |
 AW5737| AW5736 E USE BM 72 USE 1934                  6.898 METERS 33643     |
 AW5737|---------------------------------------------------------------------|
 AW5737
 AW5737                          SUPERSEDED SURVEY CONTROL
 AW5737
 AW5737  NAD 83(1993)-  29 42 58.88208(N)    094 07 14.46286(W) AD(       ) 2
 AW5737  NAD 83(1986)-  29 42 58.90453(N)    094 07 14.44639(W) AD(       ) 2
 AW5737  NAD 27      -  29 42 58.11650(N)    094 07 13.81780(W) AD(       ) 2
 AW5737
 AW5737.Superseded values are not recommended for survey control.
 AW5737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5737.See file dsdata.txt to determine how the superseded data were derived.
 AW5737
 AW5737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN9160387882(NAD 83)
 AW5737_MARKER: DS = TRIANGULATION STATION DISK
 AW5737_SETTING: 0 = UNSPECIFIED SETTING
 AW5737
 AW5737  HISTORY     - Date     Condition        Report By
 AW5737  HISTORY     - 1934     MONUMENTED       CGS
 AW5737  HISTORY     - 1947     MARK NOT FOUND   CGS
 AW5737  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5737
 AW5737                          STATION DESCRIPTION
 AW5737
 AW5737'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW5737'STATION IS LOCATED ON THE INTRACOSTAL CANAL, APPROXIMATELY
 AW5737'12.2 MILES SW OF PORT ARTHUR-SABINE PASS BRIDGE.  IT IS ON THE N
 AW5737'BANK OF CANAL, 35.8 METERS W OF THE NEARER OF TWO CONCRETE
 AW5737'FLUMES THROUGH THE SPOIL BANK, AND 2.6 METERS E OF CENTER LINE
 AW5737'OF A 4-FOOT WIDE DRAINAGE DITCH WHICH MAKES OFF TO S FROM
 AW5737'OPPOSITE SIDE OF CANAL.  IT IS 7 METERS INSHORE ON A 4-FOOT
 AW5737'HIGH SPOIL BANK.
 AW5737'
 AW5737'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 AW5737'6-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE GROUND.
 AW5737'IT IS STAMPED FLUME 1934.
 AW5737'
 AW5737'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5737'OF A 6-INCH CONCRETE-FILLED TILE.  IT IS 3 FEET LOWER THAN
 AW5737'STATION MARK AND IS TO E ON THE BACK SIDE OF SPOIL BANK.
 AW5737'
 AW5737'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 AW5737'OF A 6-INCH CONCRETE-FILLED TILE.  IT IS TO THE W AND ON
 AW5737'THE TOP OF SPOIL BANK.
 AW5737'
 AW5737'B.M. 72 (U.S.E.) IS AT HIGH-WATER LINE AND IS APPROXIMATELY
 AW5737'5 FEET LOWER THAN STATION MARK.  IT IS A CORPS OF ENGINEERS,
 AW5737'U.S. ARMY, BRONZE DISK SET IN THE TOP OF A 3-INCH IRON PIPE
 AW5737'FILLED WITH CONCRETE.  IT IS STAMPED B.M. 72.
 AW5737'
 AW5737'REFERENCE MARKS ARE STAMPED R.M. 1 1934 AND R.M. 2 1934,
 AW5737'RESPECTIVELY.
 AW5737
 AW5737                          STATION RECOVERY (1947)
 AW5737
 AW5737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5737'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED
 AW5737'THAT STATION WAS DESTROYED WHEN THE INTRACOASTAL CANAL WAS
 AW5737'DREDGED FOR WIDENING PURPOSES.
 AW5737'
 AW5737'REFERENCE MARK 1 AND B.M. 72 (U.S.E.) WERE NOT FOUND AND ARE
 AW5737'ALSO BELIEVED TO HAVE BEEN DESTROYED BY DREDGING.  REFERENCE
 AW5737'MARK 2 WAS FOUND IN GOOD CONDITION ON TOP OF SPOIL BANK AS
 AW5737'DESCRIBED AND IS 3 METERS N OF THE BANK OF THE INTRACOASTAL
 AW5737'CANAL.
 AW5737
 AW5737                          STATION RECOVERY (1960)
 AW5737
 AW5737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5737'DESTROYED.  STATION, R.M. 1 AND B.M. 72 (U.S.E.) REPORTED
 AW5737'DESTROYED BY EROSION PER 1947 RECOVERY NOTE.
 AW5737'
 AW5737'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED
 AW5737'THAT THIS MARK HAS ALSO BEEN WASHED OUT.  THERE IS LITTLE
 AW5737'EVIDENCE OF THE ORIGINAL SPOIL BANK ALONG THE CANAL AT THIS
 AW5737'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1050 ***********************************************************************
 CU1050  DESIGNATION -  FLUVANNA
 CU1050  PID         -  CU1050
 CU1050  STATE/COUNTY-  TX/SCURRY
 CU1050  USGS QUAD   -  FLUVANNA (1969)
 CU1050
 CU1050                         *CURRENT SURVEY CONTROL
 CU1050  ___________________________________________________________________
 CU1050* NAD 83(1993)-  32 57 15.86507(N)    101 08 50.36179(W)     ADJUSTED  
 CU1050* NAVD 88     -       865.7    (meters)    2840.     (feet)  VERTCON   
 CU1050  ___________________________________________________________________
 CU1050  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 CU1050  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CU1050
 CU1050  HORZ ORDER  -  FIRST
 CU1050
 CU1050.The horizontal coordinates were established by classical geodetic methods
 CU1050.and adjusted by the National Geodetic Survey in February 1996..
 CU1050
 CU1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1050
 CU1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1050
 CU1050.The geoid height was determined by GEOID03.
 CU1050
 CU1050;                    North         East     Units Scale Factor Converg.
 CU1050;SPC TXNC     - 2,145,915.342   352,529.383   MT  0.99987405   -1 26 37.8
 CU1050;SPC TXNC     - 7,040,390.58  1,156,590.15   sFT  0.99987405   -1 26 37.8
 CU1050;UTM  14      - 3,648,279.087   299,283.620   MT  1.00009677   -1 10 06.5
 CU1050
 CU1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1050!SPC TXNC     -   0.99986813  x   0.99987405  =   0.99974220
 CU1050!UTM  14      -   0.99986813  x   1.00009677  =   0.99996489
 CU1050
 CU1050:                Primary Azimuth Mark                     Grid Az
 CU1050:SPC TXNC     -  FLUVANNA TV MICROWAVE                    151 41 57.7
 CU1050:UTM  14      -  FLUVANNA TV MICROWAVE                    151 25 26.4
 CU1050
 CU1050|---------------------------------------------------------------------|
 CU1050| PID    Reference Object                     Distance      Geod. Az  |
 CU1050|                                                           dddmmss.s |
 CU1050| CU1045 FLUVANNA TV MICROWAVE               APPROX. 7.7 KM 1501519.9 |
 CU1050| CH9371 FLUVANNA RM 2                        39.636 METERS 23648     |
 CU1050| CH9370 FLUVANNA RM 1                        38.380 METERS 30355     |
 CU1050|---------------------------------------------------------------------|
 CU1050
 CU1050                          SUPERSEDED SURVEY CONTROL
 CU1050
 CU1050  NAD 83(1993)-  32 57 15.87030(N)    101 08 50.35372(W) AD(       ) 1
 CU1050  NAD 83(1986)-  32 57 15.87096(N)    101 08 50.35227(W) AD(       ) 1
 CU1050  NAD 27      -  32 57 15.50569(N)    101 08 48.89301(W) AD(       ) 1
 CU1050  NGVD 29 (07/19/86)  865.4    (m)         2839.     (f) VERT ANG       
 CU1050
 CU1050.Superseded values are not recommended for survey control.
 CU1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1050.See file dsdata.txt to determine how the superseded data were derived.
 CU1050
 CU1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB9928448279(NAD 83)
 CU1050_MARKER: DS = TRIANGULATION STATION DISK
 CU1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1050
 CU1050  HISTORY     - Date     Condition        Report By
 CU1050  HISTORY     - 1968     MONUMENTED       CGS
 CU1050  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU1050
 CU1050                          STATION DESCRIPTION
 CU1050
 CU1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1050'DUE TO POWER LINE POLE ON LINE, NO MEASUREMENT BETWEEN REFERENCE
 CU1050'MARKS.
 CU1050'
 CU1050'STATION IS LOCATED ABOUT 21 MILES SOUTHEAST OF POST, ABOUT 5 MILES
 CU1050'NORTH OF FLUVANNA AND ABOUT 1/4 MILE SOUTH OF THE GARZA-SCURRY
 CU1050'COUNTY LINE.
 CU1050'
 CU1050'TO REACH FROM THE JUNCTION OF FARM ROADS 612 AND 1269 IN
 CU1050'FLUVANNA, GO NORTH ON FARM ROAD 1269 FOR 4.3 MILES TO A CATTLE
 CU1050'GUARD AND TRACK ROAD ON RIGHT, TURN RIGHT, CROSS CATTLE GUARD
 CU1050'THENCE LEFT AND GO NORTH ON TRACK ROAD FOR 0.35 MILE TO STATION
 CU1050'ON RIGHT.
 CU1050'
 CU1050'STATION MARK, A STANDARD DISK STAMPED FLUVANNA 1968, IS SET IN
 CU1050'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK IS
 CU1050'150 FEET EAST OF CENTER OF FARM ROAD 1269, 124.5 FEET SOUTH EAST OF
 CU1050'WITNESS POST, 109 FEET EAST OF FENCE, 108 FEET EAST OF POWER LINE
 CU1050'POLE AND 21 FEET EAST OF CENTER OF TRACK ROAD.
 CU1050'
 CU1050'REFERENCE MARK 1, A STANDARD DISK STAMPED FLUVANNA NO 1 1968, IS
 CU1050'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK
 CU1050'IS 51 FEET NORTH OF POWER LINE POLE, 42 FEET EAST OF FARM ROAD
 CU1050'1269, 6 FEET NORTH OF WITNESS POST AND 2.5 FEET EAST OF FENCE.
 CU1050'
 CU1050'REFERENCE MARK 2, A STANDARD DISK STAMPED FLUVANNA NO 2 1968,
 CU1050'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE
 CU1050'MARK IS 135 FEET SOUTH OF WITNESS POST, 90 FEET SOUTH OF POWER
 CU1050'LINE POLE AND 42 FEET EAST OF CENTER OF FARM ROAD 1269.
 CU1050'
 CU1050'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 CU1050
 CU1050                          STATION RECOVERY (1982)
 CU1050
 CU1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CU1050'THE STATION MARK WAS FOUND. IT HAS BEEN PLOWED UP, THE UNDERGROUND
 CU1050'MARK WAS NOT DUG FOR.  REFERENCE MARK NO 2 WAS NOT RECOVERED,
 CU1050'REFERENCE MARK NO 1 WAS FOUND IN GOOD CONDITION AS DESCRIBED IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1049 ***********************************************************************
 CU1049  DESIGNATION -  FLUVANNA CRA INC MAST
 CU1049  PID         -  CU1049
 CU1049  STATE/COUNTY-  TX/SCURRY
 CU1049  USGS QUAD   -  FLUVANNA (1969)
 CU1049
 CU1049                         *CURRENT SURVEY CONTROL
 CU1049  ___________________________________________________________________
 CU1049* NAD 83(1993)-  32 57 00.61518(N)    101 08 45.85987(W)     ADJUSTED  
 CU1049* NAVD 88     -                                                        
 CU1049  ___________________________________________________________________
 CU1049  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 CU1049  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CU1049
 CU1049  HORZ ORDER  -  THIRD
 CU1049
 CU1049.The horizontal coordinates were established by classical geodetic methods
 CU1049.and adjusted by the National Geodetic Survey in February 1996..
 CU1049
 CU1049
 CU1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1049
 CU1049.The geoid height was determined by GEOID03.
 CU1049
 CU1049;                    North         East     Units Scale Factor Converg.
 CU1049;SPC TXNC     - 2,145,442.808   352,634.428   MT  0.99987418   -1 26 35.4
 CU1049;SPC TXNC     - 7,038,840.28  1,156,934.79   sFT  0.99987418   -1 26 35.4
 CU1049;UTM  14      - 3,647,806.959   299,390.959   MT  1.00009623   -1 10 03.6
 CU1049
 CU1049                          SUPERSEDED SURVEY CONTROL
 CU1049
 CU1049  NAD 83(1993)-  32 57 00.62047(N)    101 08 45.85185(W) AD(       ) 4
 CU1049  NAD 83(1986)-  32 57 00.62057(N)    101 08 45.84967(W) AD(       ) 4
 CU1049  NAD 27      -  32 57 00.25411(N)    101 08 44.39045(W) AD(       ) 3
 CU1049
 CU1049.Superseded values are not recommended for survey control.
 CU1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1049.See file dsdata.txt to determine how the superseded data were derived.
 CU1049
 CU1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB9939147807(NAD 83)
 CU1049_MARKER: 42 = RADIO/TV MAST
 CU1049
 CU1049  HISTORY     - Date     Condition        Report By
 CU1049  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1049
 CU1049                          STATION DESCRIPTION
 CU1049
 CU1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1049'IT IS A LACED STEEL MAST, UNPAINTED AND IS ABOUT 150 FEET
 CU1049'HIGH.  THE POINT INTERSECTED WAS THE TOP-CENTER OF THE MAST.
 CU1049'
 CU1049'TO REACH FROM THE POST OFFICE IN FLUVANNA, GO WEST FOR 0.05 MILE
 CU1049'TO FARM ROAD 1269, TURN RIGHT AND GO NORTH ON FARM ROAD 1269 FOR
 CU1049'4.45 MILES TO A SIDE ROAD RIGHT AND CATTLEGUARD AND THE MAST ABOUT
 CU1049'500 FEET EAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1045 ***********************************************************************
 CU1045  DESIGNATION -  FLUVANNA TV MICROWAVE
 CU1045  PID         -  CU1045
 CU1045  STATE/COUNTY-  TX/SCURRY
 CU1045  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU1045
 CU1045                         *CURRENT SURVEY CONTROL
 CU1045  ___________________________________________________________________
 CU1045* NAD 83(1993)-  32 53 39.33245(N)    101 06 23.71842(W)     ADJUSTED  
 CU1045* NAVD 88     -                                                        
 CU1045  ___________________________________________________________________
 CU1045  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 CU1045  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CU1045
 CU1045  HORZ ORDER  -  THIRD
 CU1045
 CU1045.The horizontal coordinates were established by classical geodetic methods
 CU1045.and adjusted by the National Geodetic Survey in February 1996..
 CU1045
 CU1045
 CU1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1045
 CU1045.The geoid height was determined by GEOID03.
 CU1045
 CU1045;                    North         East     Units Scale Factor Converg.
 CU1045;SPC TXNC     - 2,139,152.415   356,170.946   MT  0.99987637   -1 25 17.8
 CU1045;SPC TXNC     - 7,018,202.55  1,168,537.51   sFT  0.99987637   -1 25 17.8
 CU1045;UTM  14      - 3,641,532.364   302,958.532   MT  1.00007875   -1 08 40.0
 CU1045
 CU1045                          SUPERSEDED SURVEY CONTROL
 CU1045
 CU1045  NAD 83(1993)-  32 53 39.33766(N)    101 06 23.71055(W) AD(       ) 4
 CU1045  NAD 83(1986)-  32 53 39.33785(N)    101 06 23.70831(W) AD(       ) 4
 CU1045  NAD 27      -  32 53 38.96691(N)    101 06 22.25421(W) AD(       ) 3
 CU1045
 CU1045.Superseded values are not recommended for survey control.
 CU1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1045.See file dsdata.txt to determine how the superseded data were derived.
 CU1045
 CU1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0295941532(NAD 83)
 CU1045_MARKER: 44 = MICROWAVE MAST
 CU1045
 CU1045  HISTORY     - Date     Condition        Report By
 CU1045  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1045
 CU1045                          STATION DESCRIPTION
 CU1045
 CU1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1045'IT IS A LACED STEEL MAST, PAINTED RED AND WHITE AND IS ABOUT 250
 CU1045'FEET HIGH.  THE POINT INTERSECTED WAS THE TOP-CENTER OF THE MAST.
 CU1045'
 CU1045'TO REACH FROM THE POST OFFICE IN FLUVANNA, GO EAST ON FARM ROAD
 CU1045'612 FOR 2.6 MILES TO A BLADED ROAD LEFT, TURN LEFT AND GO NORTH ON
 CU1045'THE BLADED ROAD FOR 0.45 MILE TO THE MICROWAVE ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1048 ***********************************************************************
 CU1048  DESIGNATION -  FLUVANNA W TEXAS MICROWAVE
 CU1048  PID         -  CU1048
 CU1048  STATE/COUNTY-  TX/SCURRY
 CU1048  USGS QUAD   -  FLUVANNA (1969)
 CU1048
 CU1048                         *CURRENT SURVEY CONTROL
 CU1048  ___________________________________________________________________
 CU1048* NAD 83(1993)-  32 57 17.51974(N)    101 08 44.34067(W)     ADJUSTED  
 CU1048* NAVD 88     -                                                        
 CU1048  ___________________________________________________________________
 CU1048  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 CU1048  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CU1048
 CU1048  HORZ ORDER  -  THIRD
 CU1048
 CU1048.The horizontal coordinates were established by classical geodetic methods
 CU1048.and adjusted by the National Geodetic Survey in February 1996..
 CU1048
 CU1048
 CU1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1048
 CU1048.The geoid height was determined by GEOID03.
 CU1048
 CU1048;                    North         East     Units Scale Factor Converg.
 CU1048;SPC TXNC     - 2,145,962.355   352,686.982   MT  0.99987404   -1 26 34.5
 CU1048;SPC TXNC     - 7,040,544.83  1,157,107.21   sFT  0.99987404   -1 26 34.5
 CU1048;UTM  14      - 3,648,326.868   299,441.026   MT  1.00009599   -1 10 03.3
 CU1048
 CU1048                          SUPERSEDED SURVEY CONTROL
 CU1048
 CU1048  NAD 83(1993)-  32 57 17.52494(N)    101 08 44.33266(W) AD(       ) 4
 CU1048  NAD 83(1986)-  32 57 17.52530(N)    101 08 44.33054(W) AD(       ) 4
 CU1048  NAD 27      -  32 57 17.16009(N)    101 08 42.87081(W) AD(       ) 3
 CU1048
 CU1048.Superseded values are not recommended for survey control.
 CU1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1048.See file dsdata.txt to determine how the superseded data were derived.
 CU1048
 CU1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB9944148327(NAD 83)
 CU1048_MARKER: 44 = MICROWAVE MAST
 CU1048
 CU1048  HISTORY     - Date     Condition        Report By
 CU1048  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1048
 CU1048                          STATION DESCRIPTION
 CU1048
 CU1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1048'STATION IS AN UNPAINTED, LACED STEEL MAST, IS ABOUT 100 FEET
 CU1048'HIGH AND HAS TWO LARGE FANS ON THE TOP.  THE POINT INTERSECTED WAS
 CU1048'THE TOP-CENTER OF THE MAST.
 CU1048'
 CU1048'TO REACH FROM THE POST OFFICE IN FLUVANNA, GO WEST FOR 0.05 MILE
 CU1048'TO A STOP SIGN, TURN RIGHT AND GO NORTH ON FARM ROAD 1269 FOR 4.8
 CU1048'MILES TO THE STATION ON THE RIGHT, ABOUT 300 FEET EAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1519 ***********************************************************************
 FL1519  DESIGNATION -  FLYNN
 FL1519  PID         -  FL1519
 FL1519  STATE/COUNTY-  TX/MOORE
 FL1519  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1519
 FL1519                         *CURRENT SURVEY CONTROL
 FL1519  ___________________________________________________________________
 FL1519* NAD 83(1993)-  35 56 46.88979(N)    101 38 59.70437(W)     ADJUSTED  
 FL1519* NAVD 88     -      1031.571  (meters)    3384.41   (feet)  ADJUSTED  
 FL1519  ___________________________________________________________________
 FL1519  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 FL1519  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 FL1519  DYNAMIC HT  -        1030.410 (meters)    3380.60  (feet)  COMP
 FL1519  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 FL1519
 FL1519  HORZ ORDER  -  FIRST
 FL1519  VERT ORDER  -  SECOND    CLASS 0
 FL1519
 FL1519.The horizontal coordinates were established by classical geodetic methods
 FL1519.and adjusted by the National Geodetic Survey in February 1996..
 FL1519
 FL1519.The orthometric height was determined by differential leveling
 FL1519.and adjusted by the National Geodetic Survey in June 1991..
 FL1519
 FL1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1519
 FL1519.The geoid height was determined by GEOID03.
 FL1519
 FL1519.The dynamic height is computed by dividing the NAVD 88
 FL1519.geopotential number by the normal gravity value computed on the
 FL1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1519.degrees latitude (g = 980.6199 gals.).
 FL1519
 FL1519.The modeled gravity was interpolated from observed gravity values.
 FL1519
 FL1519;                    North         East     Units Scale Factor Converg.
 FL1519;SPC TX N     - 1,215,936.975   186,474.340   MT  0.99995331   -0 05 12.8
 FL1519;SPC TX N     - 3,989,286.56    611,791.23   sFT  0.99995331   -0 05 12.8
 FL1519;UTM  14      - 3,981,244.851   260,980.855   MT  1.00030401   -1 33 22.7
 FL1519
 FL1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1519!SPC TX N     -   0.99984231  x   0.99995331  =   0.99979563
 FL1519!UTM  14      -   0.99984231  x   1.00030401  =   1.00014627
 FL1519
 FL1519:                Primary Azimuth Mark                     Grid Az
 FL1519:SPC TX N     -  CAPPS RR SID GLUCK GRAIN ELEV            003 11 58.4
 FL1519:UTM  14      -  CAPPS RR SID GLUCK GRAIN ELEV            004 40 08.3
 FL1519
 FL1519|---------------------------------------------------------------------|
 FL1519| PID    Reference Object                     Distance      Geod. Az  |
 FL1519|                                                           dddmmss.s |
 FL1519| GK0900 CAPPS RR SID GLUCK GRAIN ELEV       APPROX.10.2 KM 0030645.6 |
 FL1519| GK0901 CAPPS RR SID CATOR GRAIN ELEV       APPROX.10.2 KM 0042857.6 |
 FL1519| FL1441 FLYNN AZ                            APPROX. 1.1 KM 1820258.9 |
 FL1519| FL1444 FLYNN RM 1                           29.035 METERS 19506     |
 FL1519| FL1443 FLYNN 2                               9.068 METERS 25623     |
 FL1519| FL1865 SUNRAY NOR NATURAL GAS CO MAST      APPROX.16.1 KM 2814543.0 |
 FL1519| FL1445 FLYNN RM 2                           20.225 METERS 33806     |
 FL1519|---------------------------------------------------------------------|
 FL1519
 FL1519                          SUPERSEDED SURVEY CONTROL
 FL1519
 FL1519  NAD 83(1993)-  35 56 46.88955(N)    101 38 59.70431(W) AD(       ) 1
 FL1519  NAD 83(1986)-  35 56 46.89878(N)    101 38 59.69180(W) AD(       ) 1
 FL1519  NAD 27      -  35 56 46.76200(N)    101 38 58.08400(W) AD(       ) 1
 FL1519  NGVD 29 (??/??/92) 1031.076  (m)         3382.79   (f) ADJ UNCH    2 0
 FL1519
 FL1519.Superseded values are not recommended for survey control.
 FL1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1519.See file dsdata.txt to determine how the superseded data were derived.
 FL1519
 FL1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6098181245(NAD 83)
 FL1519_MARKER: DS = TRIANGULATION STATION DISK
 FL1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1519
 FL1519  HISTORY     - Date     Condition        Report By
 FL1519  HISTORY     - 1953     MONUMENTED       CGS
 FL1519  HISTORY     - 1971     SEE DESCRIPTION  USGS
 FL1519  HISTORY     - 1975     SEE DESCRIPTION  NGS
 FL1519
 FL1519                          STATION DESCRIPTION
 FL1519
 FL1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1519'THE STATION IS LOCATED ON THE EAST SIDE OF GRAVELED ROAD, ABOUT
 FL1519'14 MILES AIRLINE NORTHWEST OF STINNETT, ABOUT 13 MILES AIRLINE
 FL1519'EAST-SOUTHEAST OF SUNRAY, AND ABOUT 19 MILES AIRLINE
 FL1519'EAST-NORTHEAST OF DUMAS.
 FL1519'
 FL1519'TO REACH THE STATION FROM THE POST OFFICE IN SUNRAY GO WEST
 FL1519'1 BLOCK TO A CROSS ROAD.  TURN LEFT ONTO FARM ROAD 119 AND GO
 FL1519'SOUTH 0.8 MILE TO A CROSS ROAD.  TURN LEFT ONTO FARM ROAD 281
 FL1519'AS PER SIGN, MORSE AND GO EAST 9.9 MILES TO A CROSS ROAD.  TURN
 FL1519'RIGHT ONTO FARM ROAD 1060 AS PER SIGN, STINNETT AND GO SOUTH
 FL1519'4.3 MILES TO A WHITE WITNESS POST AND THE STATION ON THE LEFT.
 FL1519'
 FL1519'THE STATION MARK IS A STANDARD DISK STAMPED, FLYNN 1952 SET IN
 FL1519'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 FL1519'THE GROUND.  IT IS 25 FEET EAST OF A WHITE WITNESS POST SET IN
 FL1519'A FENCE LINE AND 75 FEET EAST OF THE CENTERLINE OF THE ROAD.
 FL1519'
 FL1519'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, FLYNN NO
 FL1519'1 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 FL1519'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A FENCE
 FL1519'LINE, 51 FEET EAST OF THE CENTERLINE OF THE ROAD, AND THE
 FL1519'SAME ELEVATION AS THE STATION.
 FL1519'
 FL1519'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, FLYNN NO
 FL1519'2 1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 FL1519'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A
 FL1519'FENCE LINE, 51 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 FL1519'THE SAME ELEVATION AS THE STATION.
 FL1519'
 FL1519'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, FLYNN 1952 SET
 FL1519'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 FL1519'INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTHEAST OF A WHITE
 FL1519'WITNESS POST, 1 FOOT EAST OF A POWERLINE POLE, 50 FEET WEST
 FL1519'OF THE CENTERLINE OF THE ROAD LEADING PAST THE STATION, AND
 FL1519'32 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD.  TO REACH
 FL1519'THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE GRAVELED
 FL1519'ROAD FOR 0.7 MILE TO A SIDE ROAD, A WHITE WITNESS POST, AND
 FL1519'THE AZIMUTH MARK ON THE RIGHT.
 FL1519
 FL1519                          STATION RECOVERY (1971)
 FL1519
 FL1519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (BFD)
 FL1519'THE POST AND TABLET WERE FOUND LYING ON THE GROUND.
 FL1519
 FL1519                          STATION RECOVERY (1975)
 FL1519
 FL1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL1519'THE STATION SUB-SURFACE MARK, REFERENCE MARKS 1 AND 2, WERE RECOVERED
 FL1519'AND FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK WAS FOUND
 FL1519'DESTROYED.  THE AZIMUTH MARK CONCRETE POST WAS FOUND IN GOOD
 FL1519'CONDITION, BUT THE DISK WAS FOUND TO HAVE BEEN REMOVED, WITH JUST
 FL1519'THE STEM INTACT.
 FL1519'
 FL1519'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 FL1519'
 FL1519'THE STATION SUB-SURFACE MARK IS AT THE EDGE OF A IRRIGATION CANAL,
 FL1519'AND WILL BE DESTROYED IN THE NEAR FUTURE.
 FL1519'
 FL1519'FLYNN 2 WAS ESTABLISHED OUT OF THE CONSTRUCTION AREA, AND A TRAVERSE
 FL1519'TIE WAS MADE BETWEEN THE TWO STATIONS.
 FL1519'
 FL1519'SEE DESCRIPTION TO FLYNN 2 1975.
 FL1519'
 FL1519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SUNRAY 13 MILES
 FL1519'ESE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1443 ***********************************************************************
 FL1443  DESIGNATION -  FLYNN 2
 FL1443  PID         -  FL1443
 FL1443  STATE/COUNTY-  TX/MOORE
 FL1443  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1443
 FL1443                         *CURRENT SURVEY CONTROL
 FL1443  ___________________________________________________________________
 FL1443* NAD 83(1993)-  35 56 46.82049(N)    101 39 00.05601(W)     ADJUSTED  
 FL1443* NAVD 88     -      1031.74   (+/-2cm)    3385.0    (feet)  VERTCON   
 FL1443  ___________________________________________________________________
 FL1443  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 FL1443  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 FL1443
 FL1443  HORZ ORDER  -  SECOND
 FL1443  VERT ORDER  -  THIRD (See Below)
 FL1443
 FL1443.The horizontal coordinates were established by classical geodetic methods
 FL1443.and adjusted by the National Geodetic Survey in February 1996..
 FL1443.No horizontal observational check was made to the station.
 FL1443
 FL1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1443.The vertical order pertains to the NGVD 29 superseded value.
 FL1443
 FL1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1443
 FL1443.The geoid height was determined by GEOID03.
 FL1443
 FL1443;                    North         East     Units Scale Factor Converg.
 FL1443;SPC TX N     - 1,215,934.853   186,465.524   MT  0.99995331   -0 05 13.0
 FL1443;SPC TX N     - 3,989,279.60    611,762.31   sFT  0.99995331   -0 05 13.0
 FL1443;UTM  14      - 3,981,242.954   260,971.985   MT  1.00030407   -1 33 22.9
 FL1443
 FL1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1443!SPC TX N     -   0.99984229  x   0.99995331  =   0.99979560
 FL1443!UTM  14      -   0.99984229  x   1.00030407  =   1.00014631
 FL1443
 FL1443|---------------------------------------------------------------------|
 FL1443| PID    Reference Object                     Distance      Geod. Az  |
 FL1443|                                                           dddmmss.s |
 FL1443| FL1445 FLYNN RM 2                           20.939 METERS 00328     |
 FL1443| FL1519 FLYNN                                 9.068 METERS 07623     |
 FL1443| FL1444 FLYNN RM 1                           25.921 METERS 17715     |
 FL1443| FL1441 FLYNN AZ                            APPROX. 1.0 KM 1813421.8 |
 FL1443| FL1865 SUNRAY NOR NATURAL GAS CO MAST      APPROX.16.1 KM 2814632.6 |
 FL1443|---------------------------------------------------------------------|
 FL1443
 FL1443                          SUPERSEDED SURVEY CONTROL
 FL1443
 FL1443  NAD 83(1993)-  35 56 46.82025(N)    101 39 00.05595(W) AD(       ) 2
 FL1443  NAD 83(1986)-  35 56 46.82948(N)    101 39 00.04343(W) AD(       ) 2
 FL1443  NAD 27      -  35 56 46.69269(N)    101 38 58.43563(W) AD(       ) 2
 FL1443  NGVD 29 (01/29/03) 1031.24   (m)         3383.3    (f) RESET       3  
 FL1443
 FL1443.Superseded values are not recommended for survey control.
 FL1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1443.See file dsdata.txt to determine how the superseded data were derived.
 FL1443
 FL1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6097281243(NAD 83)
 FL1443_MARKER: DS = TRIANGULATION STATION DISK
 FL1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1443_STAMPING: FLYNN 2 1975
 FL1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1443+STABILITY: SURFACE MOTION
 FL1443
 FL1443  HISTORY     - Date     Condition        Report By
 FL1443  HISTORY     - 1975     MONUMENTED       NGS
 FL1443  HISTORY     - 1976     GOOD             NGS
 FL1443
 FL1443                          STATION DESCRIPTION
 FL1443
 FL1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FL1443'THE STATION IS LOCATED ABOUT 19 MILES NORTHEAST OF DUMMAS, 11 MILES
 FL1443'SOUTHEAST OF SUNRAY, 6-1/2 MILES NORTH OF THE INTERSECTION OF STATE
 FL1443'HIGHWAY 152 AND FARM ROAD 1060, 1/2 MILE SOUTH OF THE INTERSECTION
 FL1443'OF FARM ROADS 1060 AND 1598 AND ON THE EAST RIGHT-OF-WAY OF
 FL1443'FARM ROAD 1060.
 FL1443'
 FL1443'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 152 AND
 FL1443'FARM ROAD 1060, WHICH IS LOCATED ABOUT 18 MILES EAST OF DUMAS.
 FL1443'GO NORTH ON FARM ROAD 1060 FOR 4.1 MILES TO THE MORTAN, DUMAS
 FL1443'ELEVATORS ON THE LEFT, CONTINUE NORTH ON FARM ROAD 1060 FOR 2.0
 FL1443'MILES TO A SIDE ROAD ON THE LEFT AND AZIMUTH MARK ON THE LEFT.
 FL1443'CONTINUE NORTH ON FARM ROAD 1060 FOR 0.65 MILE TO STATION ON THE
 FL1443'RIGHT.
 FL1443'
 FL1443'THE STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP
 FL1443'OF A SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS
 FL1443'STAMPED FLYNN 2 1975.  IT IS 48 FEET EAST OF THE CENTER-LINE OF
 FL1443'HIGHWAY, 9 FEET SOUTHWEST OF A WOODEN WITNESS POST AND 3 FEET
 FL1443'WEST OF THE FENCE-LINE AND METAL WITNESS POST.
 FL1443'
 FL1443'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL1443'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED FLYNN
 FL1443'NO 1 1953.  IT IS 52 FEET EAST OF THE CENTER-LINE OF HIGHWAY AND
 FL1443'1-FOOT EAST OF THE FENCE-LINE.  NOTE.  ARROW POINTED TO THE
 FL1443'NORTH-NORTHEAST.
 FL1443'
 FL1443'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FL1443'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 FL1443'FLYNN NO 2 1953.  IT IS 52 FEET EAST OF THE CENTER-LINE OF HIGHWAY,
 FL1443'1-FOOT EAST OF THE FENCE-LINE.  NOTE--ARROW POINTED TO THE
 FL1443'SOUTH-SOUTHEAST.
 FL1443'
 FL1443'AZIMUTH MARK IS A CONCRETE POST, WITH THE DISK REMOVED AND A
 FL1443'STEEL PLUG PLACED IN THE STEM AND THE PLUG MARKED WITH A
 FL1443'COUNTER-PUNCH HOLDING POINT.  IT IS 49 FEET WEST OF THE CENTER-LINE
 FL1443'OF HIGHWAY, 32 FEET NORTH OF THE CENTER OF A DIRT ROAD, 5 FEET
 FL1443'NORTH OF A FENCE CORNER-POST, 2 FEET EAST OF A HI-LINE POLE, 1.6
 FL1443'FEET EAST OF THE FENCE-LINE AND 1.6 FEET NORTH OF A METAL
 FL1443'WITNESS POST.
 FL1443'
 FL1443'NEAREST TOWN--SUNRAY.
 FL1443'
 FL1443'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1443
 FL1443                          STATION RECOVERY (1976)
 FL1443
 FL1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FL1443'11 MI SE FROM SUNRAY.
 FL1443'FROM THE JUNCTION OF STATE HIGHWAYS 119 AND 281, WHICH IS LOCATED ON
 FL1443'THE SOUTH EDGE OF SUNRAY, GO EAST ON STATE HIGHWAY 281 FOR 10.0 MILES
 FL1443'TO JUNCTION OF FARM ROAD 1060.  TURN RIGHT AND GO SOUTH ON STATE
 FL1443'HIGHWAY 1060 FOR 3.7 MILES TO JUNCTION OF FARM ROAD 1598 ON THE LEFT.
 FL1443'CONTINUE SOUTH ON FARM ROAD 1060 FOR 3.7 MILES TO MARK ON THE LEFT.
 FL1443'STANDARD TRIANGULATION STATION DISK, SET IN THE TOP OF A SQUARE
 FL1443'CONCRETE POST, THAT IS FLUSH WITH THE GROUND.  IT IS 47 FEET EAST OF
 FL1443'THE CENTER-LINE OF HIGHWAY, 9 FEET SOUTHWEST OF A WOODEN WITNESS POST,
 FL1443'AND 3.6 FEET WEST OF FENCE-LINE AND METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1444 ***********************************************************************
 FL1444  DESIGNATION -  FLYNN RM 1
 FL1444  PID         -  FL1444
 FL1444  STATE/COUNTY-  TX/MOORE
 FL1444  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1444
 FL1444                         *CURRENT SURVEY CONTROL
 FL1444  ___________________________________________________________________
 FL1444* NAD 83(1986)-  35 56 46.     (N)    101 39 00.     (W)     SCALED    
 FL1444* NAVD 88     -      1031.782  (meters)    3385.10   (feet)  ADJUSTED  
 FL1444  ___________________________________________________________________
 FL1444  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 FL1444  DYNAMIC HT  -        1030.621 (meters)    3381.30  (feet)  COMP
 FL1444  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 FL1444
 FL1444  VERT ORDER  -  SECOND    CLASS 0
 FL1444
 FL1444.The horizontal coordinates were scaled from a topographic map and have
 FL1444.an estimated accuracy of +/- 6 seconds.
 FL1444
 FL1444.The orthometric height was determined by differential leveling
 FL1444.and adjusted by the National Geodetic Survey in June 1991..
 FL1444
 FL1444.The geoid height was determined by GEOID03.
 FL1444
 FL1444.The dynamic height is computed by dividing the NAVD 88
 FL1444.geopotential number by the normal gravity value computed on the
 FL1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1444.degrees latitude (g = 980.6199 gals.).
 FL1444
 FL1444.The modeled gravity was interpolated from observed gravity values.
 FL1444
 FL1444;                    North         East    Units  Estimated Accuracy
 FL1444;SPC TX N     - 1,215,910.      186,470.      MT  (+/- 180 meters Scaled)
 FL1444
 FL1444                          SUPERSEDED SURVEY CONTROL
 FL1444
 FL1444  NGVD 29 (??/??/92) 1031.287  (m)         3383.48   (f) ADJ UNCH    2 0
 FL1444
 FL1444.Superseded values are not recommended for survey control.
 FL1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1444.See file dsdata.txt to determine how the superseded data were derived.
 FL1444
 FL1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE609812(NAD 83)
 FL1444_MARKER: DR = REFERENCE MARK DISK
 FL1444_SETTING: 0 = UNSPECIFIED SETTING
 FL1444_STAMPING: FLYNN NO 1 1952
 FL1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1444
 FL1444  HISTORY     - Date     Condition        Report By
 FL1444  HISTORY     - 1952     MONUMENTED       CGS
 FL1444  HISTORY     - 1976     GOOD             NGS
 FL1444
 FL1444                          STATION DESCRIPTION
 FL1444
 FL1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FL1444'11 MI SE FROM SUNRAY.
 FL1444'FROM THE INTERSECTION OF STATE HIGHWAYS 119 AND 281, WHICH IS LOCATED
 FL1444'ON THE SOUTH EDGE OF SUNRAY, GO EAST ON STATE HIGHWAY 281 FOR 10.0
 FL1444'MILES TO JUNCTION OF FARM ROAD 1060.  TURN RIGHT AND GO SOUTH ON FARM
 FL1444'ROAD 1060 FOR 3.7 MILES TO JUNCTION OF FARM ROAD 1598, CONTINUE SOUTH
 FL1444'ON FARM ROAD 1060 FOR 0.8 MILE TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1445 ***********************************************************************
 FL1445  DESIGNATION -  FLYNN RM 2
 FL1445  PID         -  FL1445
 FL1445  STATE/COUNTY-  TX/MOORE
 FL1445  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1445
 FL1445                         *CURRENT SURVEY CONTROL
 FL1445  ___________________________________________________________________
 FL1445* NAD 83(1986)-  35 56 46.     (N)    101 39 00.     (W)     SCALED    
 FL1445* NAVD 88     -      1031.715  (meters)    3384.89   (feet)  ADJUSTED  
 FL1445  ___________________________________________________________________
 FL1445  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 FL1445  DYNAMIC HT  -        1030.553 (meters)    3381.07  (feet)  COMP
 FL1445  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 FL1445
 FL1445  VERT ORDER  -  SECOND    CLASS 0
 FL1445
 FL1445.The horizontal coordinates were scaled from a topographic map and have
 FL1445.an estimated accuracy of +/- 6 seconds.
 FL1445
 FL1445.The orthometric height was determined by differential leveling
 FL1445.and adjusted by the National Geodetic Survey in June 1991..
 FL1445
 FL1445.The geoid height was determined by GEOID03.
 FL1445
 FL1445.The dynamic height is computed by dividing the NAVD 88
 FL1445.geopotential number by the normal gravity value computed on the
 FL1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1445.degrees latitude (g = 980.6199 gals.).
 FL1445
 FL1445.The modeled gravity was interpolated from observed gravity values.
 FL1445
 FL1445;                    North         East    Units  Estimated Accuracy
 FL1445;SPC TX N     - 1,215,910.      186,470.      MT  (+/- 180 meters Scaled)
 FL1445
 FL1445                          SUPERSEDED SURVEY CONTROL
 FL1445
 FL1445  NGVD 29 (??/??/92) 1031.219  (m)         3383.26   (f) ADJ UNCH    2 0
 FL1445
 FL1445.Superseded values are not recommended for survey control.
 FL1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1445.See file dsdata.txt to determine how the superseded data were derived.
 FL1445
 FL1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE609812(NAD 83)
 FL1445_MARKER: DR = REFERENCE MARK DISK
 FL1445_SETTING: 0 = UNSPECIFIED SETTING
 FL1445_STAMPING: FLYNN NO 2 1952
 FL1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1445
 FL1445  HISTORY     - Date     Condition        Report By
 FL1445  HISTORY     - 1952     MONUMENTED       CGS
 FL1445  HISTORY     - 1976     GOOD             NGS
 FL1445
 FL1445                          STATION DESCRIPTION
 FL1445
 FL1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FL1445'11 MI SE FROM SUNRAY.
 FL1445'FROM THE INTERSECTION OF STATE HIGHWAYS 119 AND 281, WHICH IS LOCATED
 FL1445'ON THE SOUTH EDGE OF SUNRAY, GO EAST ON STATE HIGHWAY 281 FOR 10.0
 FL1445'MILES TO JUNCTION OF FARM ROAD 1060.  TURN RIGHT AND GO SOUTH ON FARM
 FL1445'ROAD 1060 FOR 3.7 MILES TO JUNCTION OF FARM ROAD 1598, CONTINUE SOUTH
 FL1445'ON FARM ROAD 1060 FOR 0.8 MILE TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2367 ***********************************************************************
 AH2367  DESIGNATION -  FLYNT ET
 AH2367  PID         -  AH2367
 AH2367  STATE/COUNTY-  TX/MARTIN
 AH2367  USGS QUAD   -  FLYNT RANCH (1966)
 AH2367
 AH2367                         *CURRENT SURVEY CONTROL
 AH2367  ___________________________________________________________________
 AH2367* NAD 83(1993)-  32 19 18.45660(N)    102 06 44.30684(W)     ADJUSTED  
 AH2367* NAVD 88     -       888.2    (meters)    2914.     (feet)  VERTCON   
 AH2367  ___________________________________________________________________
 AH2367  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AH2367  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AH2367
 AH2367  HORZ ORDER  -  THIRD
 AH2367
 AH2367.The horizontal coordinates were established by classical geodetic methods
 AH2367.and adjusted by the National Geodetic Survey in July 1998..
 AH2367
 AH2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2367
 AH2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2367
 AH2367.The geoid height was determined by GEOID03.
 AH2367
 AH2367;                    North         East     Units Scale Factor Converg.
 AH2367;SPC TXNC     - 2,078,495.331   259,942.206   MT  0.99995314   -1 58 12.5
 AH2367;SPC TXNC     - 6,819,196.77    852,827.05   sFT  0.99995314   -1 58 12.5
 AH2367;UTM  13      - 3,579,769.723   771,850.728   MT  1.00051145   +1 32 41.7
 AH2367
 AH2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2367!SPC TXNC     -   0.99986442  x   0.99995314  =   0.99981757
 AH2367!UTM  13      -   0.99986442  x   1.00051145  =   1.00037580
 AH2367
 AH2367                          SUPERSEDED SURVEY CONTROL
 AH2367
 AH2367  NGVD 29 (07/28/98)  887.9    (m)         2913.     (f) VERT ANG       
 AH2367
 AH2367.Superseded values are not recommended for survey control.
 AH2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2367.See file dsdata.txt to determine how the superseded data were derived.
 AH2367
 AH2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR7185179770(NAD 83)
 AH2367_MARKER: DS = TRIANGULATION STATION DISK
 AH2367
 AH2367  HISTORY     - Date     Condition        Report By
 AH2367  HISTORY     - 1966     MONUMENTED       USGS
 AH2367
 AH2367                          STATION DESCRIPTION
 AH2367
 AH2367'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2367'STATION IS ABOUT 27 MI. N. OF MIDLAND, TEXAS, AND LOCATED ON PASTURE
 AH2367'LAND OWNED BY MARION FLYNT.
 AH2367'REACHED FROM MIDLAND, TEXAS, BY GOING N. ON STATE HIGHWAY 349 23.9 MI.
 AH2367'TO THE JUNCTION OF STATE HIGHWAYS 349 AND 178.  TURN E. 3.1 MI. ON
 AH2367'HIGHWAY 178 TO RANCH GATE, THEN TURN N. 0.4 MI. ON CALICHE GRADED RD.
 AH2367'TO TRACK RD. E.  FOLLOW TRACK RD. 0.3 MI. TO WINDMILL, PASS THROUGH
 AH2367'GATE AND FOLLOW A TRACK RD. SE. 0.2 MI. TO STATION SITE. STATION IS
 AH2367'1310 FT. SE. OF WINDMILL.
 AH2367'STATION MARK--STANDARD TABLET STAMPED---FLYNT-ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2021 ***********************************************************************
 AY2021  DESIGNATION -  FOHN
 AY2021  PID         -  AY2021
 AY2021  STATE/COUNTY-  TX/MEDINA
 AY2021  USGS QUAD   -  HONDO (1982)
 AY2021
 AY2021                         *CURRENT SURVEY CONTROL
 AY2021  ___________________________________________________________________
 AY2021* NAD 83(1993)-  29 16 02.27810(N)    099 13 41.65362(W)     ADJUSTED  
 AY2021* NAVD 88     -       310.3    (meters)    1018.     (feet)  VERTCON   
 AY2021  ___________________________________________________________________
 AY2021  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AY2021  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AY2021
 AY2021  HORZ ORDER  -  FIRST
 AY2021
 AY2021.The horizontal coordinates were established by classical geodetic methods
 AY2021.and adjusted by the National Geodetic Survey in February 1996..
 AY2021
 AY2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2021
 AY2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2021
 AY2021.The geoid height was determined by GEOID03.
 AY2021
 AY2021;                    North         East     Units Scale Factor Converg.
 AY2021;SPC TXSC     - 4,158,942.979   577,821.314   MT  0.99986393   -0 06 42.5
 AY2021;SPC TXSC     -13,644,798.76  1,895,735.43   sFT  0.99986393   -0 06 42.5
 AY2021;UTM  14      - 3,237,622.288   477,827.123   MT  0.99960607   -0 06 41.7
 AY2021
 AY2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2021!SPC TXSC     -   0.99995498  x   0.99986393  =   0.99981891
 AY2021!UTM  14      -   0.99995498  x   0.99960607  =   0.99956107
 AY2021
 AY2021|---------------------------------------------------------------------|
 AY2021| PID    Reference Object                     Distance      Geod. Az  |
 AY2021|                                                           dddmmss.s |
 AY2021| CV3994 FOHN RM 1                            14.540 METERS 01306     |
 AY2021| AY1992 PEACHTREE                           APPROX.35.6 KM 0163957.2 |
 AY2021| AY2022 HONDO MEDINA CO CTHSE DOME          APPROX.12.5 KM 0422133.2 |
 AY2021| AY2020 HONDO MUNICIPAL TANK                APPROX.12.3 KM 0443512.5 |
 AY2021| CV3995 FOHN RM 2                            25.669 METERS 13328     |
 AY2021| CV3996 FOHN RM 3                                          26153     |
 AY2021|---------------------------------------------------------------------|
 AY2021
 AY2021                          SUPERSEDED SURVEY CONTROL
 AY2021
 AY2021  NAD 83(1986)-  29 16 02.27944(N)    099 13 41.63644(W) AD(       ) 1
 AY2021  NAD 27      -  29 16 01.42900(N)    099 13 40.49500(W) AD(       ) 1
 AY2021  NGVD 29 (07/19/86)  310.2    (m)         1018.     (f) VERT ANG       
 AY2021
 AY2021.Superseded values are not recommended for survey control.
 AY2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2021.See file dsdata.txt to determine how the superseded data were derived.
 AY2021
 AY2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT7782737622(NAD 83)
 AY2021_MARKER: I = METAL ROD
 AY2021_SETTING: 0 = UNSPECIFIED SETTING
 AY2021
 AY2021  HISTORY     - Date     Condition        Report By
 AY2021  HISTORY     - 1924     MONUMENTED       USGS
 AY2021  HISTORY     - 1935     GOOD             CGS
 AY2021  HISTORY     - 1962     GOOD             SHELL
 AY2021  HISTORY     - 19970506 MARK NOT FOUND   USPSQD
 AY2021  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 AY2021
 AY2021                          STATION DESCRIPTION
 AY2021
 AY2021'DESCRIBED BY US GEOLOGICAL SURVEY 1924 (HO)
 AY2021'ABOUT 10 MILES SW OF HONDO, 7 MILES SE OF D HANIS, 1.5 MILES
 AY2021'W OF FOHNS RANCH HOUSE, ON A BRUSHY HILL.  MARKED BY AN IRON
 AY2021'PIPE SET 40 INCHES IN THE GROUND AND EXTENDING 10 INCHES ABOVE
 AY2021'THE SURFACE.  NO ADDITIONAL MARKS WERE SET.  REACHED FROM
 AY2021'HONDO OR D HANIS BY FOLLOWING HIGHWAY 3.9 MILES FROM RAILROAD
 AY2021'STATION AT HONDO, OR 5.1 MILES FROM D HANIS, TO LANE LEADING S,
 AY2021'THENCE S TO END OF LANE, THERE TAKING RIGHT-HAND GATE AND ROAD
 AY2021'S ALONG W SIDE OF FENCE.  PASS THROUGH TWO MORE GATES.  THE
 AY2021'ROAD THEN BEARS TO SW AND LEADS TO FOHNS RANCH HOUSE.  ABOUT
 AY2021'300 METERS (984 FEET) BEFORE RANCH HOUSE IS REACHED ROAD
 AY2021'TURNS OFF SHARPLY TO RIGHT AND LEADS N AND W AROUND
 AY2021'FIELD.  FOLLOW ROAD ABOUT 1 MILE TO OLD ROAD LEADING S,
 AY2021'THENCE ALONG OLD ROAD THREE-FOURTHS MILE, AND THEN
 AY2021'THROUGH BRUSH TO STATION.  ELEVATION OF STATION, 310.2
 AY2021'METERS (1,018 FEET).
 AY2021
 AY2021                          STATION RECOVERY (1935)
 AY2021
 AY2021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY2021'STATION IS AN OLD U.S.G.S. STATION AND WAS OCCUPIED BY THE
 AY2021'U.S.C. AND G.S. IN 1924.  IT IS LOCATED ON PROPERTY OF MR.
 AY2021'A.L. HAEGELIN, 7.75 MILES SW OF HONDO AND 4.5 MILES SSE OF
 AY2021'D HANIS AND IS A 4-INCH U.S.G.S. PIPE AND DISK.  IT WAS FOUND IN
 AY2021'GOOD CONDITION ON TOP OF A VERY BRUSHY HILL, 0.5 MILE N OF
 AY2021'A POWER LINE THAT RUNS E AND W.  NO OLD REFERENCE MARKS WERE
 AY2021'FOUND, SO THREE NEW ONES STANDARD DISKS SET IN CONCRETE
 AY2021'WERE ESTABLISHED.
 AY2021'
 AY2021'R.M. NO. 1 IS NNW OF STATION.
 AY2021'
 AY2021'R.M. NO. 2 IS ESE OF STATION.
 AY2021'
 AY2021'R.M. NO. 3 IS WSW OF STATION.
 AY2021'
 AY2021'REACHED FROM POST OFFICE IN HONDO BY GOING W ON U.S. HIGHWAY
 AY2021'90, 1.75 MILES TURN LEFT S OFF HIGHWAY AT AN OBLIQUE CROSS
 AY2021'ROAD AND CONCRETE CULVERT AND GO 6.1 MILES OR 0.1 MILE PAST
 AY2021'POWER LINE CROSSING, ON MAIN ROAD, TURN RIGHT THROUGH GATE
 AY2021'ONTO PASTURE ROAD AND GO 0.6 MILE, TAKE LEFT FORK AND GO 0.25
 AY2021'MILE, TAKE RIGHT FORK AND FOLLOW POWER LINE ROAD 1.05 MILES,
 AY2021'THEN GO PAST MEXICAN HOUSE ON LEFT AND TAKE ROAD WHICH LEADS TO
 AY2021'THE S AND ALSO TO POWER LINE.  TAKE POWER LINE ROAD AGAIN
 AY2021'AND CONTINUE W 0.3 MILE, TO PLANK GATE ACROSS ROAD, PASS
 AY2021'THROUGH GATE AND GO 0.7 MILE TO TOP OF RIDGE.  FROM THIS
 AY2021'POINT IT IS POSSIBLE TO REACH STATION BY DRIVING IN
 AY2021'NORTHWESTERLY DIRECTION THROUGH BRUSH TO TOP OF HILL, 0.75
 AY2021'MILE AWAY.
 AY2021
 AY2021                          STATION RECOVERY (1962)
 AY2021
 AY2021'RECOVERY NOTE BY SHELL OIL COMPANY 1962 (DHA)
 AY2021'STATION RECOVERED IN GOOD CONDITION.
 AY2021'
 AY2021'REFERENCE MARK NO. 1 HAS BEEN DISTURBED.
 AY2021
 AY2021                          STATION RECOVERY (1997)
 AY2021
 AY2021'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY2021'MARK NOT FOUND.
 AY2021
 AY2021                          STATION RECOVERY (2003)
 AY2021
 AY2021'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY2021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6220 ***********************************************************************
 AW6220  DESIGNATION -  FOLEY
 AW6220  PID         -  AW6220
 AW6220  STATE/COUNTY-  TX/HARRIS
 AW6220  USGS QUAD   -  CROSBY (1982)
 AW6220
 AW6220                         *CURRENT SURVEY CONTROL
 AW6220  ___________________________________________________________________
 AW6220* NAD 83(1993)-  29 56 56.96426(N)    095 06 11.30892(W)     ADJUSTED  
 AW6220* NAVD 88     -        19.20   (+/-2cm)      63.0    (feet)  VERTCON   
 AW6220  ___________________________________________________________________
 AW6220  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AW6220  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW6220
 AW6220  HORZ ORDER  -  FIRST
 AW6220  VERT ORDER  -  THIRD ? (See Below)
 AW6220
 AW6220.The horizontal coordinates were established by classical geodetic methods
 AW6220.and adjusted by the National Geodetic Survey in February 1996..
 AW6220
 AW6220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6220.The vertical order pertains to the NGVD 29 superseded value.
 AW6220
 AW6220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6220
 AW6220.The geoid height was determined by GEOID03.
 AW6220
 AW6220;                    North         East     Units Scale Factor Converg.
 AW6220;SPC TXSC     - 4,240,759.611   976,085.419   MT  0.99992054   +1 54 32.8
 AW6220;SPC TXSC     -13,913,225.49  3,202,373.58   sFT  0.99992054   +1 54 32.8
 AW6220;UTM  15      - 3,315,011.781   297,030.533   MT  1.00010830   -1 03 01.1
 AW6220
 AW6220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6220!SPC TXSC     -   1.00000128  x   0.99992054  =   0.99992182
 AW6220!UTM  15      -   1.00000128  x   1.00010830  =   1.00010958
 AW6220
 AW6220|---------------------------------------------------------------------|
 AW6220| PID    Reference Object                     Distance      Geod. Az  |
 AW6220|                                                           dddmmss.s |
 AW6220| CV7164 FOLEY RM 1                           23.558 METERS 02538     |
 AW6220| CV7163 FOLEY AZ MK                                        0920530.4 |
 AW6220| CV7165 FOLEY RM 2                           27.645 METERS 26422     |
 AW6220|---------------------------------------------------------------------|
 AW6220
 AW6220                          SUPERSEDED SURVEY CONTROL
 AW6220
 AW6220  NAD 83(1986)-  29 56 56.97969(N)    095 06 11.29079(W) AD(       ) 1
 AW6220  NAD 27      -  29 56 56.18471(N)    095 06 10.54509(W) AD(       ) 1
 AW6220  NGVD 29 (07/19/86)   19.20   (m)           63.0    (f) LEVELING    3  
 AW6220
 AW6220.Superseded values are not recommended for survey control.
 AW6220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6220.See file dsdata.txt to determine how the superseded data were derived.
 AW6220
 AW6220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9703115012(NAD 83)
 AW6220_MARKER: DS = TRIANGULATION STATION DISK
 AW6220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6220_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6220
 AW6220  HISTORY     - Date     Condition        Report By
 AW6220  HISTORY     - 1968     MONUMENTED       CGS
 AW6220  HISTORY     - 19940111 MARK NOT FOUND   USPSQD
 AW6220
 AW6220                          STATION DESCRIPTION
 AW6220
 AW6220'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6220'WAS NOT FEASIBLE TO MEASURE BETWEEN R.M.S (BRUSH AND TIMBER ON
 AW6220'LINE).
 AW6220'
 AW6220'THE STATION IS LOCATED ABOUT 5-1/4 MILES SOUTH-SOUTHWEST OF HUFFMAN,
 AW6220'2-1/2 MILES EAST OF THE EAST SHORELINE OF LAKE HOUSTON, 3-1/2
 AW6220'MILES NORTHWEST OF CROSBY AND ON THE PROPERTY OF THE LAKE SHADOWS
 AW6220'CORPORATION.
 AW6220'
 AW6220'TO REACH THE STATION FROM THE POST OFFICE IN CROSBY, GO
 AW6220'NORTH-NORTHWEST ON FARM ROAD 2100 FOR 2.95 MILES TO A SIDE ROAD
 AW6220'LEFT.  TURN LEFT AND GO WEST ON FOLEY ROAD FOR 1.2 MILES TO THE
 AW6220'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON FOLEY ROAD FOR 0.35
 AW6220'MILE TO THE STATION AND A SIDE DIRT ROAD ON THE RIGHT.
 AW6220'
 AW6220'THE STATION MARK IS A STANDARD DISK STAMPED FOLEY 1968, SET IN THE
 AW6220'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 3 INCHES
 AW6220'ABOVE THE GROUND SURFACE.  IT IS 97 FEET EAST OF THE NORTHEAST END
 AW6220'OF A BRICK WALL, 66 FEET WEST OF THE CENTER OF THE NORTH-SOUTH DIRT
 AW6220'ROAD, 53 FEET NORTH OF THE CENTER OF FOLEY ROAD AND 6.2 FEET
 AW6220'NORTHWEST OF A METAL WITNESS POST.
 AW6220'
 AW6220'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FOLEY NO 1 1968, SET
 AW6220'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 3
 AW6220'INCHES ABOVE THE GROUND SURFACE.  IT IS 122 FEET NORTH OF THE
 AW6220'CENTER OF FOLEY ROAD, 29 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 AW6220'DIRT ROAD AND 2.0 FEET SOUTH OF A METAL WITNESS POST.
 AW6220'
 AW6220'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FOLEY NO 2 1968, SET
 AW6220'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS SET
 AW6220'FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET NORTH OF THE CENTER
 AW6220'OF FOLEY ROAD, 20.8 FEET EAST-NORTHEAST OF THE SOUTHWEST END OF
 AW6220'THE BRICK WALL, 14.6 FEET SOUTHEAST OF THE NORTHEAST END OF THE
 AW6220'BRICK WALL AND 1.4 FEET NORTH OF A METAL WITNESS POST.
 AW6220'
 AW6220'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FOLEY 1968, SET IN THE
 AW6220'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 1 INCH
 AW6220'ABOVE THE GROUND SURFACE.  IT IS 42 FEET SOUTH OF THE CENTER OF
 AW6220'FOLEY ROAD, 3.0 FEET WEST OF A POWER AND TELEPHONE LINE POLE, 1.7
 AW6220'FEET WEST OF A METAL WITNESS POST AND 1.0 FOOT NORTH OF THE
 AW6220'SOUTH RIGHT-OF-WAY FENCE ALONG FOLEY ROAD.
 AW6220'
 AW6220'HEIGHT OF LIGHT ABOVE STATION MARK 34.2 METERS.
 AW6220
 AW6220                          STATION RECOVERY (1994)
 AW6220
 AW6220'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0979 ***********************************************************************
 GK0979  DESIGNATION -  FOLLETT
 GK0979  PID         -  GK0979
 GK0979  STATE/COUNTY-  TX/LIPSCOMB
 GK0979  USGS QUAD   -  FOLLETT (1972)
 GK0979
 GK0979                         *CURRENT SURVEY CONTROL
 GK0979  ___________________________________________________________________
 GK0979* NAD 83(1993)-  36 25 40.41167(N)    100 07 48.02284(W)     ADJUSTED  
 GK0979* NAVD 88     -       803.2    (meters)    2635.     (feet)  VERTCON   
 GK0979  ___________________________________________________________________
 GK0979  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GK0979  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 GK0979
 GK0979  HORZ ORDER  -  FIRST
 GK0979
 GK0979.The horizontal coordinates were established by classical geodetic methods
 GK0979.and adjusted by the National Geodetic Survey in February 1996..
 GK0979
 GK0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0979
 GK0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0979
 GK0979.The geoid height was determined by GEOID03.
 GK0979
 GK0979;                    North         East     Units Scale Factor Converg.
 GK0979;SPC TX N     - 1,270,210.357   322,857.151   MT  1.00006622   +0 47 38.3
 GK0979;SPC TX N     - 4,167,348.48  1,059,240.50   sFT  1.00006622   +0 47 38.3
 GK0979;SPC OK N     -   160,525.368   409,017.380   MT  0.99995571   -1 15 25.3
 GK0979;SPC OK N     -   526,656.98  1,341,917.85   sFT  0.99995571   -1 15 25.3
 GK0979;UTM  14      - 4,032,002.831   398,706.277   MT  0.99972641   -0 40 15.8
 GK0979
 GK0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0979!SPC TX N     -   0.99987835  x   1.00006622  =   0.99994456
 GK0979!SPC OK N     -   0.99987835  x   0.99995571  =   0.99983406
 GK0979!UTM  14      -   0.99987835  x   0.99972641  =   0.99960479
 GK0979
 GK0979:                Primary Azimuth Mark                     Grid Az
 GK0979:SPC TX N     -  FOLLETT AZ MK                            257 16 30.8
 GK0979:SPC OK N     -  FOLLETT AZ MK                            259 19 34.4
 GK0979:UTM  14      -  FOLLETT AZ MK                            258 44 24.9
 GK0979
 GK0979|---------------------------------------------------------------------|
 GK0979| PID    Reference Object                     Distance      Geod. Az  |
 GK0979|                                                           dddmmss.s |
 GK0979| CK8721 FOLLETT AZ MK                                      2580409.1 |
 GK0979| CK8724 FOLLETT RM 3                        102.166 METERS 26555     |
 GK0979| CK8722 FOLLETT RM 1                        117.592 METERS 26707     |
 GK0979| GK0978 FOLLETT BLACK MUNICIPAL TANK        APPROX. 0.8 KM 2732750.8 |
 GK0979| GK0976 FOLLETT FARMERS GRAIN ELEVATOR      APPROX. 1.2 KM 2825905.7 |
 GK0979| GK0975 FOLLETT LUTHERAN CHURCH CROSS       APPROX. 1.4 KM 2954557.8 |
 GK0979| CK8723 FOLLETT RM 2                        181.494 METERS 31937     |
 GK0979| CK8725 FOLLETT RM 4                        171.798 METERS 32348     |
 GK0979|---------------------------------------------------------------------|
 GK0979
 GK0979                          SUPERSEDED SURVEY CONTROL
 GK0979
 GK0979  NAD 83(1993)-  36 25 40.41168(N)    100 07 48.02282(W) AD(       ) 1
 GK0979  NAD 83(1986)-  36 25 40.41824(N)    100 07 48.01111(W) AD(       ) 1
 GK0979  NAD 27      -  36 25 40.29400(N)    100 07 46.53500(W) AD(       ) 1
 GK0979  NGVD 29 (07/19/86)  802.9    (m)         2634.     (f) VERT ANG       
 GK0979
 GK0979.Superseded values are not recommended for survey control.
 GK0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0979.See file dsdata.txt to determine how the superseded data were derived.
 GK0979
 GK0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9870632003(NAD 83)
 GK0979_MARKER: DS = TRIANGULATION STATION DISK
 GK0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0979
 GK0979  HISTORY     - Date     Condition        Report By
 GK0979  HISTORY     - 1927     MONUMENTED       CGS
 GK0979  HISTORY     - 1931     GOOD             CGS
 GK0979  HISTORY     - 1951     SEE DESCRIPTION  CGS
 GK0979  HISTORY     - 1967     GOOD             CGS
 GK0979  HISTORY     - 1969     GOOD             CGS
 GK0979  HISTORY     - 1969     GOOD             LOCSUR
 GK0979  HISTORY     - 1977     GOOD             TXHD
 GK0979
 GK0979                          STATION DESCRIPTION
 GK0979
 GK0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 GK0979'ABOUT 1/2 MILE E OF THE TOWN OF FOLLETT, IN CULTIVATED FIELD
 GK0979'BELONGING TO O.A. CRUMP, ABOUT 1/4 MILE SE OF HOUSE OCCUPIED
 GK0979'BY M.C. SHARP, ABOUT 100 METERS (328 FEET) E OF SECTION LINE
 GK0979'ROAD, AND 400 METERS (1,312 FEET) N OF THE ATCHISON, TOPEKA
 GK0979'AND SANTA FE RAILWAY TRACKS.
 GK0979'
 GK0979'REACHED FROM FOLLETT BY FOLLOWING ROAD E FROM RAILROAD STATION
 GK0979'0.6 MILE TO SHARPS HOUSE, THENCE SE TO STATION.
 GK0979'
 GK0979'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 GK0979'SET IN CONCRETE.
 GK0979'
 GK0979'TWO REFERENCE MARKS, STANDARD DISKS IN CONCRETE, WERE SET IN
 GK0979'THE FENCE LINE ON E SIDE OF ROAD.  REFERENCE MARK NO. 1 IS 117.53
 GK0979'METERS (385.6 FEET) FROM STATION.
 GK0979'
 GK0979'REFERENCE MARK NO. 2 IS 181.48 METERS (595.4 FEET), FROM STATION
 GK0979'
 GK0979'OTHER BEARINGS FROM THE STATION ARE--FOLLETT CHURCH CUPOLA, TIP OF
 GK0979'CROSS, N 64 DEG 14 MIN W.
 GK0979'
 GK0979'ELEVATION OF STATION, 802.9 METERS (2,634 FEET).
 GK0979
 GK0979                          STATION RECOVERY (1951)
 GK0979
 GK0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GK0979'STATION RECOVERED AS DESCRIBED AND THE MARKS ARE IN GOOD
 GK0979'CONDITION.  AN AZIMUTH MARK WAS SET AND DESCRIBED BELOW.
 GK0979'A COMPLETE DESCRIPTION FOLLOWS.
 GK0979'
 GK0979'STATION IS LOCATED ABOUT 1/2 MILE, AIRLINE, EAST OF THE TOWN
 GK0979'OF FOLLETT AND 1/4 MILE SOUTHEAST OF A FARM HOUSE, IN A CULTIVATED
 GK0979'FIELD OWNED BY MR. EDWARD CLEAVER (FORMERLY OWNED BY O.A. CRUMP).
 GK0979'
 GK0979'STATION IS REACHED AS FOLLOWS--FROM THE FOLLETT HIGH SCHOOL
 GK0979'AT FOLLETT, GO EAST ON STATE HIGHWAY 117 FOR 0.4 MILE TO A
 GK0979'DIRT T ROAD SOUTH.  TURN RIGHT, SOUTH, AND GO 0.3 MILE TO A
 GK0979'WIRE GATE ON THE LEFT.  PASS THROUGH GATE AND GO SOUTHEAST FOR
 GK0979'ABOUT 600 FEET TO A ROCKY, UNCULTIVATED PLOT OF GROUND AND
 GK0979'THE STATION.
 GK0979'
 GK0979'STATION MARK, STAMPED FOLLETT 1927, IS A STANDARD DISK SET
 GK0979'IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0979'4 INCHES.  IT IS ABOUT 400 FEET EAST OF THE CENTERLINE OF A
 GK0979'DIRT ROAD AND 700 FEET SOUTHEAST OF A FARM HOUSE.
 GK0979'
 GK0979'REFERENCE MARK NUMBER 1, STAMPED FOLLETT R.M. NO 1 1927,
 GK0979'IS A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 GK0979'POST THAT IS 6 INCHES BELOW THE GROUND AND ABOUT 4 FEET LOWER
 GK0979'IN ELEVATION THAN THE STATION.  IT IS 2 FEET NORTH OF A
 GK0979'WITNESS POST, 1.5 FEET EAST OF THE FENCE LINE AND 18 FEET
 GK0979'EAST OF THE CENTERLINE OF THE DIRT ROAD.
 GK0979'
 GK0979'REFERENCE MARK NUMBER 2, STAMPED FOLLETT R.M. NO 2 1927, IS
 GK0979'A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 GK0979'POST THAT IS 6 INCHES BELOW THE GROUND AND ABOUT 4 FEET LOWER
 GK0979'IN ELEVATION THAN THE STATION.  IT IS 1.5 FEET NORTH OF A
 GK0979'WITNESS POST, 1.0 FEET EAST OF THE FENCE LINE AND 18 FEET
 GK0979'EAST OF THE CENTERLINE OF THE DIRT ROAD.
 GK0979'
 GK0979'AZIMUTH MARK, STAMPED FOLLETT 1927 1951, IS A STANDARD DISK
 GK0979'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0979'2 INCHES.  TO REACH FROM THE U.S. POST OFFICE IN FOLLETT, GO
 GK0979'SOUTH FOR 1 BLOCK, TURN LEFT, EASTERLY, ON BLACKTOP ROAD FOR
 GK0979'0.4 MILE TO THE PHILLIPS BULK PLANT ON THE RIGHT AND THE
 GK0979'AZIMUTH MARK.  IT IS 103 FEET SOUTHEAST OF THE BULK PLANT,
 GK0979'30 FEET EAST OF THE CENTER OF THE RAILROAD SIDING TRACKS AND
 GK0979'95 FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD.
 GK0979
 GK0979                          STATION RECOVERY (1967)
 GK0979
 GK0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GK0979'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 GK0979'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND TO BE
 GK0979'DESTROYED.  TWO NEW REFERENCE MARKS WERE SET.
 GK0979'
 GK0979'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 1/2 MILE
 GK0979'EAST OF FOLLETT, ON THE HIGHEST PART OF A PROMINENT HILL WHICH
 GK0979'IS NOW IN CULTIVATION, AND IS ON LAND OWNED BY MR. EDWARD
 GK0979'CLEAVER.
 GK0979'
 GK0979'TO REACH STATION FROM THE POST OFFICE IN FOLLETT, GO EAST
 GK0979'ON STATE HIGHWAY 15 FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT.
 GK0979'TURN RIGHT, SOUTH, GO 0.3 MILE TO STATION ON THE LEFT.  TO
 GK0979'REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.25 MILE
 GK0979'TO A CROSSROAD, TURN RIGHT, GO 0.4 MILE TO AZIMUTH MARK ON THE
 GK0979'LEFT.
 GK0979'
 GK0979'STATION MARK A STANDARD DISK, STAMPED FOLLETT 1927, IS SET
 GK0979'IN A 14 IN X 14 IN CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 GK0979'THE SURFACE OF GROUND.  IT IS IN A GRASSY AREA AT THE HIGHEST
 GK0979'PART OF HILL, 380 FEET EAST OF THE CENTER LINE OF ROAD.
 GK0979'
 GK0979'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED FOLLETT 1927
 GK0979'NO 3 1967, IS SET IN A 14 IN X 14 IN CONCRETE POST FLUSH WITH
 GK0979'THE SURFACE OF GROUND.  IT IS 45 FEET EAST OF THE CENTER OF
 GK0979'ROAD, 110 FEET NORTHEAST OF THE NORTHEAST END OF A METAL
 GK0979'CULVERT, AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MARK
 GK0979'IS UNDER THE RIGHT-OF-WAY FENCE LINE.
 GK0979'
 GK0979'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED FOLLETT 1927
 GK0979'NO 4 1967, IS SET IN A 14 IN X 14 IN CONCRETE POST FLUSH
 GK0979'WITH THE SURFACE OF GROUND.  IT IS ABOUT 100 YARDS SOUTHEAST
 GK0979'OF A FARM HOUSE, 175 FEET SOUTH OF THE EXTENDED CENTER LINE
 GK0979'OF A ROAD LEADING WEST, 45 FEET EAST OF THE CENTER OF ROAD,
 GK0979'1 FOOT SOUTH OF A METAL WITNESS POST, AND IS UNDER THE
 GK0979'RIGHT-OF-WAY FENCE LINE.
 GK0979'
 GK0979'AZIMUTH MARK A STANDARD DISK, STAMPED FOLLETT 1927 1951, IS
 GK0979'SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE
 GK0979'OF GROUND.  IT IS 103 FEET SOUTHEAST OF A PHILLIPS BULK
 GK0979'PLANT, 95 FEET WEST OF THE CENTER LINE OF ROAD, AND 30 FEET
 GK0979'EAST OF THE CENTER OF A RAILROAD SIDE TRACK.
 GK0979'
 GK0979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE EAST.
 GK0979
 GK0979                          STATION RECOVERY (1969)
 GK0979
 GK0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0979'STATION RECOVERED IN GOOD CONDITION AND IS AS DESCRIBED IN
 GK0979'THE 1952 DESCRIPTION.
 GK0979'
 GK0979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FOLLETT
 GK0979
 GK0979                          STATION RECOVERY (1969)
 GK0979
 GK0979'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969 (CLC)
 GK0979'STA-GOOD-ALL POINTS IN EXCELLENT CONDITION
 GK0979'
 GK0979'R.M.-1 GOOD
 GK0979'
 GK0979'R.M.-2 GOOD
 GK0979'
 GK0979'LOCATED THIS STATION WITHOUT DIRECTIONS BUT AM BADLY IN NEED
 GK0979'OF THE QUAD SHEETS.
 GK0979
 GK0979                          STATION RECOVERY (1977)
 GK0979
 GK0979'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1977 (CLT)
 GK0979'FOLLETT 1927 RECOVERED IN GOOD CONDITION.
 GK0979'
 GK0979'RMS 3 AND 4 RECOVERED IN GOOD CONDITION.
 GK0979'
 GK0979'AZ. MK. NOT FOUND.
 GK0979'
 GK0979'1967 RECOVERY NOTE IS ADEQUATE FOR RELOCATING STATION AND REFERENCE
 GK0979'MARKS.
 GK0979'
 GK0979'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FOLLETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0978 ***********************************************************************
 GK0978  DESIGNATION -  FOLLETT BLACK MUNICIPAL TANK
 GK0978  PID         -  GK0978
 GK0978  STATE/COUNTY-  TX/LIPSCOMB
 GK0978  USGS QUAD   -  FOLLETT (1972)
 GK0978
 GK0978                         *CURRENT SURVEY CONTROL
 GK0978  ___________________________________________________________________
 GK0978* NAD 83(1993)-  36 25 42.05858(N)    100 08 21.71650(W)     ADJUSTED  
 GK0978* NAVD 88     -                                                        
 GK0978  ___________________________________________________________________
 GK0978  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 GK0978  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GK0978
 GK0978  HORZ ORDER  -  THIRD
 GK0978
 GK0978.The horizontal coordinates were established by classical geodetic methods
 GK0978.and adjusted by the National Geodetic Survey in February 1996..
 GK0978
 GK0978
 GK0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0978
 GK0978.The geoid height was determined by GEOID03.
 GK0978
 GK0978;                    North         East     Units Scale Factor Converg.
 GK0978;SPC TX N     - 1,270,249.529   322,017.186   MT  1.00006636   +0 47 18.7
 GK0978;SPC TX N     - 4,167,477.00  1,056,484.72   sFT  1.00006636   +0 47 18.7
 GK0978;SPC OK N     -   160,594.570   408,179.448   MT  0.99995574   -1 15 45.1
 GK0978;SPC OK N     -   526,884.02  1,339,168.74   sFT  0.99995574   -1 15 45.1
 GK0978;UTM  14      - 4,032,063.446   397,867.872   MT  0.99972852   -0 40 35.9
 GK0978
 GK0978                          SUPERSEDED SURVEY CONTROL
 GK0978
 GK0978  NAD 83(1993)-  36 25 42.05858(N)    100 08 21.71648(W) AD(       ) 4
 GK0978  NAD 83(1986)-  36 25 42.06485(N)    100 08 21.70491(W) AD(       ) 4
 GK0978  NAD 27      -  36 25 41.94000(N)    100 08 20.22300(W) AD(       ) 3
 GK0978
 GK0978.Superseded values are not recommended for survey control.
 GK0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0978.See file dsdata.txt to determine how the superseded data were derived.
 GK0978
 GK0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9786832063(NAD 83)
 GK0978_MARKER: 51 = TANK
 GK0978
 GK0978  HISTORY     - Date     Condition        Report By
 GK0978  HISTORY     - 1931     FIRST OBSERVED   CGS
 GK0978
 GK0978                          STATION DESCRIPTION
 GK0978
 GK0978'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0977 ***********************************************************************
 GK0977  DESIGNATION -  FOLLETT BLACK RAILROAD TANK
 GK0977  PID         -  GK0977
 GK0977  STATE/COUNTY-  TX/LIPSCOMB
 GK0977  USGS QUAD   -  FOLLETT (1972)
 GK0977
 GK0977                         *CURRENT SURVEY CONTROL
 GK0977  ___________________________________________________________________
 GK0977* NAD 83(1993)-  36 25 39.42884(N)    100 08 24.45236(W)     ADJUSTED  
 GK0977* NAVD 88     -                                                        
 GK0977  ___________________________________________________________________
 GK0977  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 GK0977  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GK0977
 GK0977  HORZ ORDER  -  THIRD
 GK0977
 GK0977.The horizontal coordinates were established by classical geodetic methods
 GK0977.and adjusted by the National Geodetic Survey in February 1996..
 GK0977
 GK0977
 GK0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0977
 GK0977.The geoid height was determined by GEOID03.
 GK0977
 GK0977;                    North         East     Units Scale Factor Converg.
 GK0977;SPC TX N     - 1,270,167.535   321,950.154   MT  1.00006614   +0 47 17.1
 GK0977;SPC TX N     - 4,167,207.99  1,056,264.80   sFT  1.00006614   +0 47 17.1
 GK0977;SPC OK N     -   160,515.035   408,109.532   MT  0.99995568   -1 15 46.8
 GK0977;SPC OK N     -   526,623.08  1,338,939.36   sFT  0.99995568   -1 15 46.8
 GK0977;UTM  14      - 4,031,983.219   397,798.789   MT  0.99972869   -0 40 37.5
 GK0977
 GK0977                          SUPERSEDED SURVEY CONTROL
 GK0977
 GK0977  NAD 83(1993)-  36 25 39.42886(N)    100 08 24.45234(W) AD(       ) 4
 GK0977  NAD 83(1986)-  36 25 39.43522(N)    100 08 24.44050(W) AD(       ) 4
 GK0977  NAD 27      -  36 25 39.31000(N)    100 08 22.96000(W) AD(       ) 3
 GK0977
 GK0977.Superseded values are not recommended for survey control.
 GK0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0977.See file dsdata.txt to determine how the superseded data were derived.
 GK0977
 GK0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9779931983(NAD 83)
 GK0977_MARKER: 53 = ELEVATED TANK
 GK0977
 GK0977  HISTORY     - Date     Condition        Report By
 GK0977  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0977
 GK0977                          STATION DESCRIPTION
 GK0977
 GK0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0977'FOLLETT MUNICIPAL WATER TANK IS LOCATED IN THE TOWN OF FOLLETT.
 GK0977'IT IS ABOUT 130 FEET IN HEIGHT AND MOUNTED ON FOUR STRUCTURAL
 GK0977'STEEL SUPPORTS.  THE TANK IS SILVER COLORED AND HAS FOLLETT
 GK0977'TEXAS PRINTED ON ITS SIDE.
 GK0977'
 GK0977'THE APEX OF THE TANK WAS INTERSECTED.
 GK0977'
 GK0977'PROBABLY THE SAME STATION AS LOCATED IN 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0976 ***********************************************************************
 GK0976  DESIGNATION -  FOLLETT FARMERS GRAIN ELEVATOR
 GK0976  PID         -  GK0976
 GK0976  STATE/COUNTY-  TX/LIPSCOMB
 GK0976  USGS QUAD   -  FOLLETT (1972)
 GK0976
 GK0976                         *CURRENT SURVEY CONTROL
 GK0976  ___________________________________________________________________
 GK0976* NAD 83(1993)-  36 25 48.93583(N)    100 08 33.78150(W)     ADJUSTED  
 GK0976* NAVD 88     -                                                        
 GK0976  ___________________________________________________________________
 GK0976  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 GK0976  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GK0976
 GK0976  HORZ ORDER  -  THIRD
 GK0976
 GK0976.The horizontal coordinates were established by classical geodetic methods
 GK0976.and adjusted by the National Geodetic Survey in February 1996..
 GK0976
 GK0976
 GK0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0976
 GK0976.The geoid height was determined by GEOID03.
 GK0976
 GK0976;                    North         East     Units Scale Factor Converg.
 GK0976;SPC TX N     - 1,270,457.378   321,713.753   MT  1.00006695   +0 47 11.7
 GK0976;SPC TX N     - 4,168,158.91  1,055,489.20   sFT  1.00006695   +0 47 11.7
 GK0976;SPC OK N     -   160,813.121   407,883.681   MT  0.99995589   -1 15 52.3
 GK0976;SPC OK N     -   527,601.05  1,338,198.38   sFT  0.99995589   -1 15 52.3
 GK0976;UTM  14      - 4,032,278.912   397,569.954   MT  0.99972927   -0 40 43.2
 GK0976
 GK0976                          SUPERSEDED SURVEY CONTROL
 GK0976
 GK0976  NAD 83(1993)-  36 25 48.93583(N)    100 08 33.78148(W) AD(       ) 4
 GK0976  NAD 83(1986)-  36 25 48.94210(N)    100 08 33.76969(W) AD(       ) 4
 GK0976  NAD 27      -  36 25 48.81800(N)    100 08 32.28800(W) AD(       ) 3
 GK0976
 GK0976.Superseded values are not recommended for survey control.
 GK0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0976.See file dsdata.txt to determine how the superseded data were derived.
 GK0976
 GK0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9757032279(NAD 83)
 GK0976_MARKER: 65 = GRAIN ELEVATOR
 GK0976
 GK0976  HISTORY     - Date     Condition        Report By
 GK0976  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0976
 GK0976                          STATION DESCRIPTION
 GK0976
 GK0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0976'THE FARMERS GRAIN AND SUPPLY GRAIN ELEVATOR IS LOCATED IN THE
 GK0976'TOWN OF FOLLETT.  IT IS A LARGE CONCRETE STRUCTURE CONSISTING
 GK0976'OF TANKS THAT ARE 150 FEET IN HEIGHT.  THERE IS A SQUARE HEAD
 GK0976'HOUSE ON TOP OF THE TANKS THAT IS 22 FEET IN HEIGHT.  THE
 GK0976'CENTER OF THE HEAD HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0975 ***********************************************************************
 GK0975  DESIGNATION -  FOLLETT LUTHERAN CHURCH CROSS
 GK0975  PID         -  GK0975
 GK0975  STATE/COUNTY-  TX/LIPSCOMB
 GK0975  USGS QUAD   -  FOLLETT (1972)
 GK0975
 GK0975                         *CURRENT SURVEY CONTROL
 GK0975  ___________________________________________________________________
 GK0975* NAD 83(1993)-  36 26 00.85475(N)    100 08 40.44394(W)     ADJUSTED  
 GK0975* NAVD 88     -                                                        
 GK0975  ___________________________________________________________________
 GK0975  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 GK0975  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GK0975
 GK0975  HORZ ORDER  -  THIRD
 GK0975
 GK0975.The horizontal coordinates were established by classical geodetic methods
 GK0975.and adjusted by the National Geodetic Survey in February 1996..
 GK0975
 GK0975
 GK0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0975
 GK0975.The geoid height was determined by GEOID03.
 GK0975
 GK0975;                    North         East     Units Scale Factor Converg.
 GK0975;SPC TX N     - 1,270,822.482   321,542.767   MT  1.00006798   +0 47 07.9
 GK0975;SPC TX N     - 4,169,356.76  1,054,928.23   sFT  1.00006798   +0 47 07.9
 GK0975;SPC OK N     -   161,184.070   407,725.890   MT  0.99995616   -1 15 56.2
 GK0975;SPC OK N     -   528,818.07  1,337,680.69   sFT  0.99995616   -1 15 56.2
 GK0975;UTM  14      - 4,032,648.145   397,408.415   MT  0.99972967   -0 40 47.3
 GK0975
 GK0975                          SUPERSEDED SURVEY CONTROL
 GK0975
 GK0975  NAD 83(1993)-  36 26 00.85475(N)    100 08 40.44393(W) AD(       ) 4
 GK0975  NAD 83(1986)-  36 26 00.86106(N)    100 08 40.43218(W) AD(       ) 4
 GK0975  NAD 27      -  36 26 00.73700(N)    100 08 38.95200(W) AD(       ) 3
 GK0975
 GK0975.Superseded values are not recommended for survey control.
 GK0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0975.See file dsdata.txt to determine how the superseded data were derived.
 GK0975
 GK0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9740832648(NAD 83)
 GK0975_MARKER: 91 = CHURCH CROSS
 GK0975
 GK0975  HISTORY     - Date     Condition        Report By
 GK0975  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0975
 GK0975                          STATION DESCRIPTION
 GK0975
 GK0975'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1093 ***********************************************************************
 GK1093  PACS        -  This is a Primary Airport Control Station.
 GK1093  DESIGNATION -  FOLLPORT
 GK1093  PID         -  GK1093
 GK1093  STATE/COUNTY-  TX/LIPSCOMB
 GK1093  USGS QUAD   -  MAGOUN (1972)
 GK1093
 GK1093                         *CURRENT SURVEY CONTROL
 GK1093  ___________________________________________________________________
 GK1093* NAD 83(1993)-  36 26 27.59940(N)    100 07 23.31607(W)     ADJUSTED  
 GK1093* NAVD 88     -       782.44   (meters)    2567.1    (feet)  GPS OBS   
 GK1093  ___________________________________________________________________
 GK1093  X           -    -903,023.011 (meters)                     COMP
 GK1093  Y           -  -5,057,708.439 (meters)                     COMP
 GK1093  Z           -   3,768,117.822 (meters)                     COMP
 GK1093  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GK1093  ELLIP HEIGHT-         754.59  (meters)          (10/24/00) GPS OBS
 GK1093  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GK1093
 GK1093  HORZ ORDER  -  B
 GK1093  ELLP ORDER  -  FOURTH    CLASS II
 GK1093
 GK1093.This mark is at Follett/lipscomb Co (TX80) Airport (TX80)
 GK1093
 GK1093.The horizontal coordinates were established by GPS observations
 GK1093.and adjusted by the National Geodetic Survey in February 1996..
 GK1093
 GK1093.The orthometric height was determined by GPS observations and a
 GK1093.high-resolution geoid model.
 GK1093
 GK1093.GPS derived orthometric heights for airport stations designated as
 GK1093.PACS or SACS are published to 2 decimal places.  This maintains
 GK1093.centimeter relative accuracy between the PACS and SACS.  It does
 GK1093.not indicate centimeter accuracy relative to other marks which are
 GK1093.part of the NAVD 88 network.
 GK1093
 GK1093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1093
 GK1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1093
 GK1093.The ellipsoidal height was determined by GPS observations
 GK1093.and is referenced to NAD 83.
 GK1093
 GK1093.The geoid height was determined by GEOID03.
 GK1093
 GK1093;                    North         East     Units Scale Factor Converg.
 GK1093;SPC TX N     - 1,271,673.389   323,452.308   MT  1.00007029   +0 47 52.6
 GK1093;SPC TX N     - 4,172,148.44  1,061,193.11   sFT  1.00007029   +0 47 52.6
 GK1093;UTM  14      - 4,033,449.671   399,338.429   MT  0.99972484   -0 40 01.9
 GK1093
 GK1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1093!SPC TX N     -   0.99988159  x   1.00007029  =   0.99995187
 GK1093!UTM  14      -   0.99988159  x   0.99972484  =   0.99960646
 GK1093
 GK1093:                Primary Azimuth Mark                     Grid Az
 GK1093:SPC TX N     -  TX80 A                                   182 26 04.3
 GK1093:UTM  14      -  TX80 A                                   183 53 58.8
 GK1093
 GK1093|---------------------------------------------------------------------|
 GK1093| PID    Reference Object                     Distance      Geod. Az  |
 GK1093|                                                           dddmmss.s |
 GK1093| AD9578 TX80 A                              462.346 METERS 1831356.9 |
 GK1093| GK1094 FOLLPORT AZ MK                      APPROX. 0.6 KM 3593444.4 |
 GK1093|---------------------------------------------------------------------|
 GK1093
 GK1093                          SUPERSEDED SURVEY CONTROL
 GK1093
 GK1093  ELLIP H (02/20/96)  754.61   (m)                       GP(       ) 1 2
 GK1093  NAD 83(1993)-  36 26 27.60105(N)    100 07 23.31683(W) AD(       ) 3
 GK1093  ELLIP H (02/16/96)  754.58   (m)                       GP(       ) 5 1
 GK1093  NAD 83(1993)-  36 26 27.60085(N)    100 07 23.31486(W) AD(       ) 3
 GK1093  NAD 83(1986)-  36 26 27.60744(N)    100 07 23.30474(W) AD(       ) 3
 GK1093  NAD 27      -  36 26 27.48762(N)    100 07 21.84793(W) AD(       ) 3
 GK1093  NGVD 29 (12/08/88)  782.4    (m)         2567.     (f) GPS OBS        
 GK1093
 GK1093.Superseded values are not recommended for survey control.
 GK1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1093.See file dsdata.txt to determine how the superseded data were derived.
 GK1093
 GK1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9933833450(NAD 83)
 GK1093_MARKER: I = METAL ROD
 GK1093_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GK1093_SP_SET: OBJECT DRIVEN INTO GROUND
 GK1093_STAMPING: FOLLPORT 1988
 GK1093_MARK LOGO: NGS   
 GK1093_PROJECTION: FLUSH
 GK1093_MAGNETIC: I = MARKER IS A STEEL ROD
 GK1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1093+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1995
 GK1093_ROD/PIPE-DEPTH: 3.8  meters
 GK1093_SLEEVE-DEPTH  : 0.9 meters
 GK1093
 GK1093  HISTORY     - Date     Condition        Report By
 GK1093  HISTORY     - 1988     MONUMENTED       NGS
 GK1093  HISTORY     - 19950610 GOOD             NGS
 GK1093
 GK1093                          STATION DESCRIPTION
 GK1093
 GK1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK1093'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 GK1093'EAST-NORTHEAST OF FOLLETT, 0.8 KM (0.5 MI) NORTH OF STATE HIGHWAY
 GK1093'15, AT THE FOLLETT-LIPSCOMB COUNTY AIRPORT, ABOUT MIDWAY ALONG THE
 GK1093'RUNWAY NEAR A FENCE CORNER.
 GK1093'OWNERSHIP--CITY OF FOLLETT, 335 SOUTH MAIN STREET, FOLLETT TX
 GK1093'79034.  AIRPORT MANAGER IS ROBERT WILLIAMSON, PHONE 806-653-2601.
 GK1093'
 GK1093'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND FARM
 GK1093'ROAD 1454 ON THE EAST SIDE OF FOLLETT, GO EAST ON STATE HIGHWAY 15
 GK1093'FOR 0.7 KM (0.45 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 GK1093'LEFT AND GO NORTHERLY ON PAVED LANE FOR 0.2 KM (0.1 MI) TO THE
 GK1093'TARMAC ON THE WEST SIDE OF A LONE HANGAR.  BEAR LEFT AND GO
 GK1093'NORTHWEST ON THE TARMAC TO SOUTH END OF RUNWAY.  TURN RIGHT AND GO
 GK1093'NORTH ALONG RUNWAY FOR 0.6 KM (0.4 MI) TO THE STATION ON THE RIGHT.
 GK1093'
 GK1093'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 GK1093'DRIVEN INTO THE GROUND 3.8 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 GK1093'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 GK1093'PIPE WITH A LOGO CAP STAMPED---FOLLPORT 1988---, ROD IS RECESSED 6
 GK1093'CM BELOW THE GROUND.  LOCATED 60.7 METERS (199.0 FT) EAST FROM
 GK1093'CENTER OF RUNWAY, 18.3 METERS (60.0 FT) SOUTHWEST FROM A FENCE
 GK1093'CORNER AND 0.9 METER (3.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 GK1093'
 GK1093'AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 GK1093'ROD DRIVEN INTO THE GROUND 2.4 METERS AND INSIDE A 1-INCH PVC PIPE
 GK1093'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 GK1093'PVC PIPE WITH A LOGO CAP STAMPED---FOLLPORT AZ MK 1988---, ROD IS
 GK1093'RECESSED 5 CM BELOW THE GROUND.  LOCATED 23.8 METERS (78.0 FT) EAST
 GK1093'FROM THE NORTHEAST CORNER OF A PAVED TURN AROUND, 19.8 METERS (65.0
 GK1093'FT) WEST FROM A FENCELINE AND 0.8 METER (2.5 FT) NORTH OF A
 GK1093'FIBERGLASS WITNESS POST.
 GK1093'
 GK1093'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK1093'
 GK1093'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK1093'
 GK1093'DESCRIBED BY D.A. BOWLING.
 GK1093
 GK1093                          STATION RECOVERY (1995)
 GK1093
 GK1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GK1093'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI)  NORTHEAST OF FOLLETT,
 GK1093'ON THE FOLLETT-LIPSCOMB COUNTY AIRPORT, NEAR MIDFIELD, EAST OF THE
 GK1093'RUNWAY, WEST OF A FENCE CORNER.  OWNERSHIP--CITY OF FOLLETT 335 SOUTH
 GK1093'MAIN STREET, FOLLETT TX 79034.  THE AIRPORT MANAGER IS ROBERT
 GK1093'WILLIANSON, PHONE 806 653-2501.  TO REACH THE STATION FROM THE
 GK1093'JUNCTION OF STATE HIGHWAY 15 AND FARM ROAD 1454 ON THE EAST SIDE OF
 GK1093'FOLLETT, GO EAST OF HIGHWAY 15 FOR 0.8 KM (0.50 MI)  TO THE AIRPORT
 GK1093'ENTRANCE, TURN LEFT, NORTH, GO 0.13 KM (0.10 MI)  NORTHERLY TO THE TO
 GK1093'THE APRON WEST OF A HANGAR, BEAR LEFT, WESTERLY, GO 90 METERS (295.3
 GK1093'FT)  TO THE RUNWAY, TURN RIGHT, NORTH, GO 0.63 KM (0.40 MI) ALONG THE
 GK1093'RUNWAY TO THE STATION ON THE RIGHT, IN LINE WITH A FENCE CORNER.  THE
 GK1093'STATION IS 60.5 M (198.5 FT)  EAST OF THE RUNWAY CENTERLINE, 18.3 M
 GK1093'(60.0 FT)  SOUTHWEST OF THE FENCE CORNER, 0.9 M (3.0 FT)  SOUTH OF A
 GK1093'WITNESS POST, AND 0.5 M (1.6 FT)  ABOVE THE LEVEL OF THE RUNWAY.
 GK1093'NOTE--ACCESS TO THE DATUM IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH
 GK1093'DOES NOT MEET CLASS A REQUIREMENTS.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1094 ***********************************************************************
 GK1094  SACS        -  This is a Secondary Airport Control Station.
 GK1094  DESIGNATION -  FOLLPORT AZ MK
 GK1094  PID         -  GK1094
 GK1094  STATE/COUNTY-  TX/LIPSCOMB
 GK1094  USGS QUAD   -  MAGOUN (1972)
 GK1094
 GK1094                         *CURRENT SURVEY CONTROL
 GK1094  ___________________________________________________________________
 GK1094* NAD 83(1993)-  36 26 47.09411(N)    100 07 23.49337(W)     ADJUSTED  
 GK1094* NAVD 88     -       772.09   (meters)    2533.1    (feet)  GPS OBS   
 GK1094  ___________________________________________________________________
 GK1094  X           -    -902,963.148 (meters)                     COMP
 GK1094  Y           -  -5,057,348.030 (meters)                     COMP
 GK1094  Z           -   3,768,595.133 (meters)                     COMP
 GK1094  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 GK1094  ELLIP HEIGHT-         744.25  (meters)          (02/26/01) GPS OBS
 GK1094  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GK1094
 GK1094  HORZ ORDER  -  FIRST
 GK1094  ELLP ORDER  -  FOURTH    CLASS II
 GK1094
 GK1094.This mark is at Follett/lipscomb Co (TX80) Airport (TX80)
 GK1094
 GK1094.The horizontal coordinates were established by GPS observations
 GK1094.and adjusted by the National Geodetic Survey in July 1997..
 GK1094
 GK1094.The orthometric height was determined by GPS observations and a
 GK1094.high-resolution geoid model.
 GK1094
 GK1094.GPS derived orthometric heights for airport stations designated as
 GK1094.PACS or SACS are published to 2 decimal places.  This maintains
 GK1094.centimeter relative accuracy between the PACS and SACS.  It does
 GK1094.not indicate centimeter accuracy relative to other marks which are
 GK1094.part of the NAVD 88 network.
 GK1094
 GK1094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1094
 GK1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1094
 GK1094.The ellipsoidal height was determined by GPS observations
 GK1094.and is referenced to NAD 83.
 GK1094
 GK1094.The geoid height was determined by GEOID03.
 GK1094
 GK1094;                    North         East     Units Scale Factor Converg.
 GK1094;SPC TX N     - 1,272,274.221   323,439.524   MT  1.00007198   +0 47 52.5
 GK1094;SPC TX N     - 4,174,119.67  1,061,151.17   sFT  1.00007198   +0 47 52.5
 GK1094;UTM  14      - 4,034,050.426   399,341.011   MT  0.99972483   -0 40 02.3
 GK1094
 GK1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1094!SPC TX N     -   0.99988321  x   1.00007198  =   0.99995518
 GK1094!UTM  14      -   0.99988321  x   0.99972483  =   0.99960807
 GK1094
 GK1094:                Primary Azimuth Mark                     Grid Az
 GK1094:SPC TX N     -  FOLLPORT                                 178 46 51.8
 GK1094:UTM  14      -  FOLLPORT                                 180 14 46.6
 GK1094
 GK1094|---------------------------------------------------------------------|
 GK1094| PID    Reference Object                     Distance      Geod. Az  |
 GK1094|                                                           dddmmss.s |
 GK1094| GK1093 FOLLPORT                            APPROX. 0.6 KM 1793444.3 |
 GK1094|---------------------------------------------------------------------|
 GK1094
 GK1094                          SUPERSEDED SURVEY CONTROL
 GK1094
 GK1094  ELLIP H (07/28/97)  744.26   (m)                       GP(       ) 4 2
 GK1094  NAD 83(1993)-  36 26 47.09617(N)    100 07 23.49553(W) AD(       ) 3
 GK1094  ELLIP H (02/16/96)  744.23   (m)                       GP(       ) 5 1
 GK1094  NAD 83(1993)-  36 26 47.09598(N)    100 07 23.49363(W) AD(       ) 3
 GK1094  NAD 83(1986)-  36 26 47.10255(N)    100 07 23.48343(W) AD(       ) 3
 GK1094  NAD 27      -  36 26 46.98306(N)    100 07 22.02650(W) AD(       ) 3
 GK1094  NGVD 29 (12/08/88)  772.1    (m)         2533.     (f) GPS OBS        
 GK1094
 GK1094.Superseded values are not recommended for survey control.
 GK1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1094.See file dsdata.txt to determine how the superseded data were derived.
 GK1094
 GK1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9934134050(NAD 83)
 GK1094_MARKER: I = METAL ROD
 GK1094_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GK1094_SP_SET: OBJECT DRIVEN INTO GROUND
 GK1094_STAMPING: FOLLPORT AZ MK 1988
 GK1094_MARK LOGO: NGS   
 GK1094_MAGNETIC: I = MARKER IS A STEEL ROD
 GK1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1094+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1995
 GK1094
 GK1094  HISTORY     - Date     Condition        Report By
 GK1094  HISTORY     - 1988     MONUMENTED       NGS
 GK1094  HISTORY     - 19950610 GOOD             NGS
 GK1094
 GK1094                          STATION DESCRIPTION
 GK1094
 GK1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK1094'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 GK1094'EAST-NORTHEAST OF FOLLETT, 0.8 KM (0.5 MI) NORTH OF STATE HIGHWAY
 GK1094'15, AT THE FOLLETT-LIPSCOMB COUNTY AIRPORT, AT THE NORTH END OF THE
 GK1094'RUNWAY.
 GK1094'OWNERSHIP--CITY OF FOLLETT, 335 SOUTH MAIN STREET, FOLLETT TX
 GK1094'79034.  AIRPORT MANAGER IS ROBERT WILLIAMSON, PHONE 806-653-2601.
 GK1094'
 GK1094'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND FARM
 GK1094'ROAD 1454 ON THE EAST SIDE OF FOLLETT, GO EAST ON STATE HIGHWAY 15
 GK1094'FOR 0.7 KM (0.45 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 GK1094'LEFT AND GO NORTHERLY ON PAVED LANE FOR 0.2 KM (0.1 MI) TO THE
 GK1094'TARMAC ON THE WEST SIDE OF A LONE HANGAR.  BEAR LEFT AND GO
 GK1094'NORTHWEST ON THE TARMAC TO SOUTH END OF RUNWAY.  TURN RIGHT AND GO
 GK1094'NORTH ALONG RUNWAY FOR 0.6 KM (0.4 MI) TO STATION FOLLPORT ON THE
 GK1094'RIGHT.  CONTINUE AHEAD FOR 0.6 KM (0.35 MI) TO THE AZIMUTH MARK ON
 GK1094'THE RIGHT.
 GK1094'
 GK1094'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 GK1094'DRIVEN INTO THE GROUND 2.4 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 GK1094'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 GK1094'PIPE WITH A LOGO CAP STAMPED---FOLLPORT AZ MK 1988---, ROD IS
 GK1094'RECESSED 5 CM BELOW THE GROUND.  LOCATED 23.8 METERS (78.0 FT) EAST
 GK1094'FROM THE NORTHEAST CORNER OF A PAVED TURN AROUND, 19.8 METERS (65.0
 GK1094'FT) WEST FROM A FENCELINE AND 0.8 METER (2.5 FT) NORTH OF A
 GK1094'FIBERGLASS WITNESS POST.
 GK1094'
 GK1094'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK1094'
 GK1094'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK1094'
 GK1094'DESCRIBED BY D.A. BOWLING.
 GK1094
 GK1094                          STATION RECOVERY (1995)
 GK1094
 GK1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GK1094'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF FOLLETT, ON
 GK1094'THE FOLLETT-LIPSCOMB COUNTY AIRPORT, AT THE NORTH END OF THE RUNWAY,
 GK1094'EAST OF THE NORTHEAST CORNER OF A TURN-AROUND.  OWNERSHIP--CITY OF
 GK1094'FOLLETT 335 SOUTH MAIN STREET, FOLLETT TX 79034.  THE AIRPORT MANAGER
 GK1094'IS ROBERT WILLIANSON, PHONE 806 653-2501.  TO REACH THE STATION FROM
 GK1094'THE JUNCTION OF STATE HIGHWAY 15 AND FARM ROAD 1454 ON THE EAST SIDE
 GK1094'OF FOLLETT, GO EAST OF HIGHWAY 15 FOR 0.8 KM (0.50 MI) TO THE AIRPORT
 GK1094'ENTRANCE, TURN LEFT, NORTH, GO 0.13 KM (0.10 MI) NORTHERLY TO THE TO
 GK1094'THE APRON WEST OF A HANGAR, BEAR LEFT, WESTERLY, GO 90 METERS (295.3
 GK1094'FT) TO THE RUNWAY, TURN RIGHT, NORTH, GO 1.2 KM (0.75 MI) ALONG THE
 GK1094'RUNWAY TO THE STATION ON THE RIGHT, IN LINE WITH THE RUNWAY END.  THE
 GK1094'STATION IS 23.8 M (78.1 FT) EAST OF THE NORTHEAST CORNER OF THE
 GK1094'TURN-AROUND, 19.8 M (65.0 FT) WEST OF A FENCE, 0.8 M (2.6 FT) NORTH OF
 GK1094'A WITNESS POST, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE RUNWAY.
 GK1094'NOTE--ACCESS TO THE DATUM IS THROUGH A 5-INCH LOGO CAP. SLEEVE DEPTH
 GK1094'DOES NOT MEET CLASS A REQUIREMENTS.  MARK IS A SECONDARY AIRPORT
 GK1094'CONTROL STATION (SACS) .  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0920 ***********************************************************************
 GK0920  DESIGNATION -  FOLSOM
 GK0920  PID         -  GK0920
 GK0920  STATE/COUNTY-  TX/SHERMAN
 GK0920  USGS QUAD   -  SPURLOCK CHAPEL (1965)
 GK0920
 GK0920                         *CURRENT SURVEY CONTROL
 GK0920  ___________________________________________________________________
 GK0920* NAD 83(1993)-  36 11 25.19257(N)    101 55 15.56982(W)     ADJUSTED  
 GK0920* NAVD 88     -      1088.0    (meters)    3570.     (feet)  VERTCON   
 GK0920  ___________________________________________________________________
 GK0920  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 GK0920  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 GK0920
 GK0920  HORZ ORDER  -  SECOND
 GK0920
 GK0920.The horizontal coordinates were established by classical geodetic methods
 GK0920.and adjusted by the National Geodetic Survey in February 1996..
 GK0920
 GK0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0920
 GK0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0920
 GK0920.The geoid height was determined by GEOID03.
 GK0920
 GK0920;                    North         East     Units Scale Factor Converg.
 GK0920;SPC TX N     - 1,243,078.001   162,133.315   MT  1.00000164   -0 14 38.3
 GK0920;SPC TX N     - 4,078,331.74    531,932.38   sFT  1.00000164   -0 14 38.3
 GK0920;UTM  14      - 4,009,014.725   237,337.287   MT  1.00045016   -1 43 32.7
 GK0920;UTM  13      - 4,009,454.562   776,876.032   MT  1.00054467   +1 49 09.2
 GK0920
 GK0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0920!SPC TX N     -   0.99983335  x   1.00000164  =   0.99983498
 GK0920!UTM  14      -   0.99983335  x   1.00045016  =   1.00028343
 GK0920!UTM  13      -   0.99983335  x   1.00054467  =   1.00037792
 GK0920
 GK0920:                Primary Azimuth Mark                     Grid Az
 GK0920:SPC TX N     -  FOLSOM AZ MK 2                           000 23 24.1
 GK0920:UTM  14      -  FOLSOM AZ MK 2                           001 52 18.5
 GK0920:UTM  13      -  FOLSOM AZ MK 2                           358 19 36.6
 GK0920
 GK0920|---------------------------------------------------------------------|
 GK0920| PID    Reference Object                     Distance      Geod. Az  |
 GK0920|                                                           dddmmss.s |
 GK0920| CM8099 FOLSOM AZ MK 2                                     0000845.8 |
 GK0920| CM8098 FOLSOM AZ MK                                       0003207.3 |
 GK0920| CM8100 FOLSOM RM 1                          32.017 METERS 13926     |
 GK0920| GK0918 CACTUS PHILLIPS CHEM CO NE TK       APPROX.18.1 KM 2004013.2 |
 GK0920| GK0917 CACTUS PHILLIPS CHEM CO SE STK      APPROX.18.0 KM 2015116.7 |
 GK0920| GK0914 CACTUS PHILLIPS CHEM CO NW STK      APPROX.18.0 KM 2015542.6 |
 GK0920| CM8101 FOLSOM RM 2                          53.645 METERS 23437     |
 GK0920| GL1342 STRATFORD GRAIN CO SW ELEVATOR      APPROX.20.9 KM 3194346.3 |
 GK0920|---------------------------------------------------------------------|
 GK0920
 GK0920                          SUPERSEDED SURVEY CONTROL
 GK0920
 GK0920  NAD 83(1993)-  36 11 25.19211(N)    101 55 15.57002(W) AD(       ) 2
 GK0920  NAD 83(1986)-  36 11 25.20234(N)    101 55 15.55855(W) AD(       ) 2
 GK0920  NAD 27      -  36 11 25.08500(N)    101 55 13.94000(W) AD(       ) 2
 GK0920  NGVD 29 (07/19/86) 1087.5    (m)         3568.     (f) VERT ANG       
 GK0920
 GK0920.Superseded values are not recommended for survey control.
 GK0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0920.See file dsdata.txt to determine how the superseded data were derived.
 GK0920
 GK0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF3733709015(NAD 83)
 GK0920_MARKER: DS = TRIANGULATION STATION DISK
 GK0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0920
 GK0920  HISTORY     - Date     Condition        Report By
 GK0920  HISTORY     - 1935     MONUMENTED       CGS
 GK0920  HISTORY     - 1953     GOOD             CGS
 GK0920
 GK0920                          STATION DESCRIPTION
 GK0920
 GK0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GK0920'STATION IS ABOUT 13 MILES, AIRLINE, SE OF STRATFORD ON THE HIGHEST
 GK0920'PART OF A TUMBLEWEED AND HUMMOCK-COVERED E-W RIDGE, 1 MILE
 GK0920'SW OF THE RANCH BUILDINGS OF ARTHUR FOLSOM, 200 YARDS W OF A
 GK0920'SECTION LINE ROAD AND FENCE, 1/2 MILE S OF A GRADED ROAD, AND
 GK0920'1.9 MILES E OF A GRADED ROAD, MARK PROJECTS 7 INCHES.
 GK0920'
 GK0920'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GK0920'BRONZE DISKS SET IN CONCRETE POSTS.
 GK0920'
 GK0920'REFERENCE MARK NO. 1 IS SSE OF THE STATION AND PROJECTS 4 INCHES.
 GK0920'
 GK0920'REFERENCE MARK NO. 2 IS SW OF THE STATION AND PROJECTS 4 INCHES.
 GK0920'
 GK0920'THE AZIMUTH MARK IS N OF THE STATION, 0.1 MILE W OF A LONE
 GK0920'FENCE CORNER, 22 FEET S OF THE CENTER LINE OF E-W GRADED
 GK0920'ROAD, AND IT PROJECTS 2 INCHES.
 GK0920'
 GK0920'THE STATION MAY BE REACHED FROM STRATFORD AT THE ROCK ISLAND
 GK0920'RAILROAD DEPOT BY GOING S AND E ON STATE HIGHWAY 9 FOR 0.6
 GK0920'MILE.  LEAVE THE MAIN HIGHWAY WHERE IT TURNS FROM E TO S, AND
 GK0920'CONTINUE E ON A GRADED SECTION LINE ROAD ALONG A POWER LINE
 GK0920'FOR 6.0 MILES.  WHERE THE POWER LINE TURNS FROM E TO S AT A
 GK0920'GRADED T-INTERSECTION, STEM S, TURN RIGHT, OR S, AND GO 9.0
 GK0920'MILES ON A GRADED ROAD TO A GRADED CROSSROADS.  TURN LEFT, OR
 GK0920'E, AND GO E FOR 2.0 MILES TO A LONE NW FENCE CORNER.  LEAVE
 GK0920'GRADED ROAD AND GO S ON A TRACK ROAD FOR 0.5 MILE ALONG THE
 GK0920'W SIDE OF FENCE.  FIFTY YARDS BEFORE REACHING THE TOP OF
 GK0920'RIDGE, LEAVE THE ROAD AND GO DUE W 0.15 MILE TO THE TOP OF
 GK0920'HILL AND STATION.
 GK0920'
 GK0920'A 10-FOOT STAND WILL CLEAR ALL LINES.
 GK0920
 GK0920                          STATION RECOVERY (1953)
 GK0920
 GK0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0920'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 GK0920'IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED AND
 GK0920'WAS REESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 GK0920'
 GK0920'THE STATION IS LOCATED ON HIGHEST POINT OF KNOLL IN CULTIVATED
 GK0920'FIELD.  IT IS ABOUT 13 MI. AIRLINE SE OF STRATFORD ABOUT 14 MI.
 GK0920'AIRLINE NNE OF ETTER, AND ABOUT 15 MI. AIRLINE NNW OF SUNRAY.
 GK0920'
 GK0920'THE STATION IS A STANDARD DISK STAMPED FOLSOM 1935, SET IN TOP
 GK0920'OF 14-IN. SQUARE CONCRETE POST THAT PROJECTS 11 IN.  IT IS 1/10
 GK0920'MI. W OF A NS FENCE.
 GK0920'
 GK0920'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FOLSOM NO 1 1935
 GK0920'AND SET IN TOP OF A 14-IN. SQUARE CONCRETE POST THAT PROJECTS 13
 GK0920'IN.  IT IS ABOUT 1-1/2 FT. LOWER THAN THE STATION.
 GK0920'
 GK0920'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FOLSOM NO 2 1935
 GK0920'AND SET IN TOP OF A 14-IN. SQUARE CONCRETE POST THAT PROJECTS
 GK0920'14 IN.  IT IS ABOUT 3 FT. LOWER THAN THE STATION.
 GK0920'
 GK0920'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 GK0920'FOLSOM AZIMUTH 1935-1953, SET IN TOP OF A 14 IN. SQUARE CONCRETE
 GK0920'POST THAT PROJECTS 10 IN.  IT IS 33 FT. S OF CENTERLINE OF ROAD,
 GK0920'AND 2 FT S OF THE EW FENCE.  TO REACH THE MARK FROM STATION,
 GK0920'GO E FOR 0.1 MI. TO FIELD ROAD AND A FENCE.  TURN LEFT, N AND
 GK0920'GO 0.5 MI. TO EW ROAD.  TURN LEFT W, AND GO 0.1 MI. TO THE MARK
 GK0920'ON THE LEFT.
 GK0920'
 GK0920'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 287 AND FARM
 GK0920'ROAD 1266 IN S EDGE OF ETTER, GO E ON FARM ROAD 1266 FOR 2.3
 GK0920'MI TO CROSS ROAD.  TURN LEFT N, AND GO 11.8 MI. TO CROSS ROAD.
 GK0920'TURN RIGHT E, AND GO 2.0 MI. TO FIELD ROAD ON RIGHT.  TURN RIGHT
 GK0920'S, ALONG THE W SIDE OF FENCE AND GO 0.5 MI. TO TOP OF A RISE.
 GK0920'TURN RIGHT W, AND GO 0.0 MI. TO THE STATION.
 GK0920'
 GK0920'A 10 FT. WOODEN TOWER WAS USED
 GK0920'
 GK0920'1935 DISTANCES WERE SLOPE MEASUREMENTS
 GK0920'
 GK0920'1953 DISTANCES WERE HOSIZONTAL MEASUREMENTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1315 ***********************************************************************
 AW1315  DESIGNATION -  FOOL
 AW1315  PID         -  AW1315
 AW1315  STATE/COUNTY-  TX/GALVESTON
 AW1315  USGS QUAD   -  TEXAS CITY (1994)
 AW1315
 AW1315                         *CURRENT SURVEY CONTROL
 AW1315  ___________________________________________________________________
 AW1315* NAD 83(1993)-  29 27 37.65638(N)    094 56 34.24191(W)     ADJUSTED  
 AW1315* NAVD 88     -         1.751  (meters)       5.74   (feet)  ADJUSTED  
 AW1315  ___________________________________________________________________
 AW1315  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW1315  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW1315  DYNAMIC HT  -           1.748 (meters)       5.73  (feet)  COMP
 AW1315  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 AW1315
 AW1315  HORZ ORDER  -  THIRD
 AW1315  VERT ORDER  -  FIRST     CLASS II
 AW1315
 AW1315.The horizontal coordinates were established by classical geodetic methods
 AW1315.and adjusted by the National Geodetic Survey in February 1996..
 AW1315
 AW1315.The orthometric height was determined by differential leveling
 AW1315.and adjusted by the National Geodetic Survey in June 1991..
 AW1315
 AW1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1315
 AW1315.The geoid height was determined by GEOID03.
 AW1315
 AW1315.The dynamic height is computed by dividing the NAVD 88
 AW1315.geopotential number by the normal gravity value computed on the
 AW1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1315.degrees latitude (g = 980.6199 gals.).
 AW1315
 AW1315.The modeled gravity was interpolated from observed gravity values.
 AW1315
 AW1315;                    North         East     Units Scale Factor Converg.
 AW1315;SPC TXSC     - 4,187,153.598   993,428.176   MT  0.99986564   +1 59 15.5
 AW1315;SPC TXSC     -13,737,353.10  3,259,272.27   sFT  0.99986564   +1 59 15.5
 AW1315;UTM  15      - 3,260,573.841   311,593.012   MT  1.00003802   -0 57 20.9
 AW1315
 AW1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1315!SPC TXSC     -   1.00000395  x   0.99986564  =   0.99986959
 AW1315!UTM  15      -   1.00000395  x   1.00003802  =   1.00004197
 AW1315
 AW1315:                Primary Azimuth Mark                     Grid Az
 AW1315:SPC TXSC     -  HOUSTON SHIP CHAN LT 53                  061 14 36.0
 AW1315:UTM  15      -  HOUSTON SHIP CHAN LT 53                  064 11 12.4
 AW1315
 AW1315|---------------------------------------------------------------------|
 AW1315| PID    Reference Object                     Distance      Geod. Az  |
 AW1315|                                                           dddmmss.s |
 AW1315| AW5854 HOUSTON SHIP CHAN LT 53             APPROX. 8.2 KM 0631351.5 |
 AW1315| AW5849 RED FISH BAR OUT RNG FT LT          APPROX. 8.7 KM 0735430.1 |
 AW1315| AW5844 RED FISH BAR OUT RNG R LT           APPROX. 9.2 KM 0823203.8 |
 AW1315| AW6022 DICKINSON BAYOU CHANNEL LT 2        APPROX. 4.4 KM 0864231.6 |
 AW1315| AW5839 HOUSTON SHIP CHAN LT 44             APPROX. 9.7 KM 0961429.4 |
 AW1315| AW6043 DICKINSON BAYOU CHAN LT 14          APPROX. 2.1 KM 1002646.5 |
 AW1315|---------------------------------------------------------------------|
 AW1315
 AW1315                          SUPERSEDED SURVEY CONTROL
 AW1315
 AW1315  NAD 83(1986)-  29 27 37.67224(N)    094 56 34.22364(W) AD(       ) 3
 AW1315  NAD 27      -  29 27 36.84089(N)    094 56 33.50227(W) AD(       ) 3
 AW1315  NGVD 29 (12/23/87)    1.748  (m)            5.73   (f) ADJUSTED    1 2
 AW1315
 AW1315.Superseded values are not recommended for survey control.
 AW1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1315.See file dsdata.txt to determine how the superseded data were derived.
 AW1315
 AW1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1159360574(NAD 83)
 AW1315_MARKER: DS = TRIANGULATION STATION DISK
 AW1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1315_SP_SET: CONCRETE POST
 AW1315_STAMPING: FOOL 1933 ELEV. 8.107 FT.
 AW1315_MARK LOGO: CGS   
 AW1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1315+STABILITY: SURFACE MOTION
 AW1315
 AW1315  HISTORY     - Date     Condition        Report By
 AW1315  HISTORY     - 1933     MONUMENTED       CGS
 AW1315  HISTORY     - 1939     GOOD             CGS
 AW1315  HISTORY     - 1953     GOOD             CGS
 AW1315  HISTORY     - 1961     GOOD             CGS
 AW1315  HISTORY     - 1964     GOOD             CGS
 AW1315  HISTORY     - 1973     GOOD             NGS
 AW1315  HISTORY     - 1978     GOOD             NGS
 AW1315  HISTORY     - 1986     GOOD             NGS
 AW1315  HISTORY     - 1990     GOOD             USPSQD
 AW1315  HISTORY     - 20040120 MARK NOT FOUND   USE
 AW1315
 AW1315                          STATION DESCRIPTION
 AW1315
 AW1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW1315'STATION IS LOCATED ABOUT 2-1/2 MILES SE BY E FROM SAN LEON
 AW1315'RAILROAD STATION, ON THE W SHORE OF GALVESTON BAY, ON A POINT
 AW1315'OF LAND AT THE ENTRANCE TO MOSES LAKE, ABOUT 3/4 MILE NW
 AW1315'OF MILLER POINT, ABOUT 1 MILE SW OF APRIL FOOL POINT, AND
 AW1315'75 METERS FROM HIGH WATER LINE ON BAY SHORE.
 AW1315'
 AW1315'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW1315'IN CONCRETE.
 AW1315'
 AW1315'NO REFERENCE MARK WAS SET.
 AW1315'
 AW1315'BEARINGS AND DISTANCES AS FOLLOWS--BEACON 7 DICKINSON
 AW1315'BAYOU, 3/4 MILE, N 51 DEG W.  WINDMILL 0.7 MILE NNW
 AW1315'OF APRIL FOOL POINT, 1-5/8 MILES, N 34 DEG E. FLAGPOLE
 AW1315'ON APRIL FOOL POINT, 1-1/2 MILES, S 35 DEG W.  WINDMILL
 AW1315'ON PRAIRIE, 1-1/8 MILES, S 35 DEG W.
 AW1315'
 AW1315'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 AW1315
 AW1315                          STATION RECOVERY (1939)
 AW1315
 AW1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GRS)
 AW1315'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 146 FROM THE TEXAS
 AW1315'AND NEW ORLEANS RAILROAD STATION AT SAN LEON, THENCE ABOUT
 AW1315'2.3 MILES EAST AND SOUTH ALONG THE SOUTH SIDE OF DICKENSON
 AW1315'BAYOU, AND ABOUT 200 FEET WEST OF THE CUT BANK OF THE BAYOU.
 AW1315'A STANDARD TRIANGULATION-STATION DISK, STAMPED FOOL 1933
 AW1315'AND SET IN THE TOP OF A CONCRETE POST.  (2.471 METERS OR
 AW1315'8.107 FEET.)
 AW1315
 AW1315                          STATION RECOVERY (1953)
 AW1315
 AW1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AW1315'7.55 MI. NW ALONG STATE HIGHWAY 146 FROM THE CITY HALL AT
 AW1315'TEXAS CITY, THENCE 2.0 MI. E ALONG THE S BANK OF DICKENSON
 AW1315'BAYOU, 0.1 MI. S OF A SMALL WOODEN BRIDGE, ON TOP OF A SMALL
 AW1315'KNOLL, 200 FT. SW OF THE BANK OF THE BAYOU, 20 FT. SW OF THE
 AW1315'CENTERLINE OF A TRACK ROAD, A TRIANGULATION-STATION DISK,
 AW1315'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE
 AW1315'THE GROUND, AND STAMPED FOOL 1933 ELEV 8.107 FT.
 AW1315
 AW1315                          STATION RECOVERY (1961)
 AW1315
 AW1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW1315'STATION RECOVERED IN GOOD CONDITION.  THE 1953 RECOVERY
 AW1315'NOTE BY C.R.R. IS GOOD WITH THE FOLLOWING CORRECTIONS.
 AW1315'
 AW1315'(1) THE SMALL BRIDGE IS NO LONGER IN PLACE.
 AW1315'
 AW1315'(2) THE MARK IS NOW 158 FEET SOUTHWEST OF THE BANK OF THE BAYOU.
 AW1315
 AW1315                          STATION RECOVERY (1964)
 AW1315
 AW1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW1315'ABOUT 4.3 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE
 AW1315'AT TEXAS CITY, THENCE 3.4 MILES NORTH ALONG STATE HIGHWAY
 AW1315'146, THENCE 0.35 MILE NORTHEAST ALONG A PAVED ROAD, THENCE
 AW1315'ABOUT 1.9 MILES EAST ALONG THE SOUTH BANK OF DICKINSON BAYOU,
 AW1315'ABOUT 100 YARDS NORTHEAST OF THE CENTER OF A LEVEE, ABOUT
 AW1315'100 YARDS SOUTHEAST OF THE MOUTH OF A SLOUGH, 160 FEET SOUTHWEST
 AW1315'OF THE BANK OF THE BAYOU, 37 FEET SOUTH OF THE CENTER LINE
 AW1315'OF AN ABANDONED ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW1315'PROJECTING 0.5 FOOT.
 AW1315'
 AW1315'NO REFERENCE MARKS WERE RECOVERED.
 AW1315
 AW1315                          STATION RECOVERY (1973)
 AW1315
 AW1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1315'8.9 MI SE FROM KEMAH.
 AW1315'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 AW1315'KEMAH, THENCE 1.9 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG A LEVEE,
 AW1315'ABOUT 300 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 148 FEET
 AW1315'SOUTHWEST OF THE SOUTHWEST BANK AND HIGH WATER LINE OF THE DICKINSON
 AW1315'BAY, ABOUT 15 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 AW1315'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW1315
 AW1315                          STATION RECOVERY (1978)
 AW1315
 AW1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1315'RECOVERED IN GOOD CONDITION.
 AW1315
 AW1315                          STATION RECOVERY (1986)
 AW1315
 AW1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1315'RECOVERED IN GOOD CONDITION AS DESCRIBED. ADD
 AW1315'THE MARK IS 0.46 METERS  NE FROM  A WITNESS POST
 AW1315
 AW1315                          STATION RECOVERY (1990)
 AW1315
 AW1315'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1315'RECOVERED IN GOOD CONDITION.
 AW1315
 AW1315                          STATION RECOVERY (2004)
 AW1315
 AW1315'RECOVERY NOTE BY US ENGINEERS 2004 (JVV)
 AW1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0368 ***********************************************************************
 DN0368  DESIGNATION -  FOOT
 DN0368  PID         -  DN0368
 DN0368  STATE/COUNTY-  TX/COLLIN
 DN0368  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0368
 DN0368                         *CURRENT SURVEY CONTROL
 DN0368  ___________________________________________________________________
 DN0368* NAD 83(1993)-  33 09 33.31613(N)    096 42 19.11944(W)     ADJUSTED  
 DN0368* NAVD 88     -       228.085  (meters)     748.31   (feet)  ADJUSTED  
 DN0368  ___________________________________________________________________
 DN0368  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 DN0368  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DN0368  DYNAMIC HT  -         227.836 (meters)     747.49  (feet)  COMP
 DN0368  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 DN0368
 DN0368  HORZ ORDER  -  SECOND
 DN0368  VERT ORDER  -  SECOND    CLASS 0
 DN0368
 DN0368.The horizontal coordinates were established by classical geodetic methods
 DN0368.and adjusted by the National Geodetic Survey in February 1996..
 DN0368
 DN0368.The orthometric height was determined by differential leveling
 DN0368.and adjusted by the National Geodetic Survey in June 1991..
 DN0368
 DN0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0368
 DN0368.The geoid height was determined by GEOID03.
 DN0368
 DN0368.The dynamic height is computed by dividing the NAVD 88
 DN0368.geopotential number by the normal gravity value computed on the
 DN0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0368.degrees latitude (g = 980.6199 gals.).
 DN0368
 DN0368.The modeled gravity was interpolated from observed gravity values.
 DN0368
 DN0368;                    North         East     Units Scale Factor Converg.
 DN0368;SPC TXNC     - 2,166,942.741   767,388.327   MT  0.99987438   +0 58 43.7
 DN0368;SPC TXNC     - 7,109,377.98  2,517,673.20   sFT  0.99987438   +0 58 43.7
 DN0368;UTM  14      - 3,671,286.812   713,997.517   MT  1.00016466   +1 15 20.2
 DN0368
 DN0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0368!SPC TXNC     -   0.99996824  x   0.99987438  =   0.99984263
 DN0368!UTM  14      -   0.99996824  x   1.00016466  =   1.00013290
 DN0368
 DN0368|---------------------------------------------------------------------|
 DN0368| PID    Reference Object                     Distance      Geod. Az  |
 DN0368|                                                           dddmmss.s |
 DN0368| DN0370 FOOT RM 1                            16.518 METERS 01900     |
 DN0368| DN0376 NEWSOME                             APPROX. 4.6 KM 0865821.3 |
 DN0368| DN0371 FOOT AZ MK                                         0881309.1 |
 DN0368| DN0369 FOOT RM 2                            21.690 METERS 31540     |
 DN0368|---------------------------------------------------------------------|
 DN0368
 DN0368                          SUPERSEDED SURVEY CONTROL
 DN0368
 DN0368  NAD 83(1993)-  33 09 33.31811(N)    096 42 19.11360(W) AD(       ) 2
 DN0368  NAD 83(1986)-  33 09 33.32254(N)    096 42 19.10570(W) AD(       ) 2
 DN0368  NAD 27      -  33 09 32.90200(N)    096 42 18.12200(W) AD(       ) 2
 DN0368  NGVD 29 (??/??/92)  228.108  (m)          748.38   (f) ADJ UNCH    2 0
 DN0368
 DN0368.Superseded values are not recommended for survey control.
 DN0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0368.See file dsdata.txt to determine how the superseded data were derived.
 DN0368
 DN0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1399871287(NAD 83)
 DN0368_MARKER: DS = TRIANGULATION STATION DISK
 DN0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0368_STAMPING: FOOT 1949
 DN0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0368+STABILITY: SURFACE MOTION
 DN0368
 DN0368  HISTORY     - Date     Condition        Report By
 DN0368  HISTORY     - 1950     MONUMENTED       CGS
 DN0368  HISTORY     - 1954     GOOD             CGS
 DN0368  HISTORY     - 1954     GOOD             NGS
 DN0368  HISTORY     - 1955     GOOD             TXHD
 DN0368  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 DN0368  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 DN0368  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 DN0368  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0368
 DN0368                          STATION DESCRIPTION
 DN0368
 DN0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CL)
 DN0368'STATION IS LOCATED ABOUT 7 MILES EAST OF FRISCO AND 6 MILES
 DN0368'SOUTHWEST OF MC KINNEY ON THE RIGHT OF WAY OF FARM ROAD 720.
 DN0368'STATION IS 21 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 DN0368'ROAD AND 19 FEET NORTH OF THE CENTERLINE OF FARM ROAD 720 AT
 DN0368'CURVE IN ROAD.  THE MARK IS FLUSH WITH THE GROUND AND
 DN0368'THE DISK IS STAMPED FOOT 1949.
 DN0368'
 DN0368'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE APPROXIMATE
 DN0368'CENTERLINE OF DIRT ROAD AND 1 FOOT SOUTH OF FENCECORNER.
 DN0368'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DN0368'FOOT NO 1 1949.
 DN0368'
 DN0368'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE APPROXIMATE
 DN0368'CENTERLINE OF DIRT ROAD AND 1.5 FEET SOUTH OF FENCE.  THE
 DN0368'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FOOT
 DN0368'NO 2 1949.
 DN0368'
 DN0368'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF FARM ROAD
 DN0368'720, 6 FEET WEST OF POWER POLE AND 4 FEET WEST OF WITNESS
 DN0368'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 DN0368'STAMPED FOOT 1949.
 DN0368'
 DN0368'TO REACH FROM THE COURT HOUSE IN MC KINNEY GO SOUTH ON U.S.
 DN0368'HIGHWAY 75 FOR 3.0 MILES TO JUNCTION WITH FARM ROAD 720.
 DN0368'TURN RIGHT AND GO WESTERLY ON FARM ROAD 720 FOR 4.05 MILES TO
 DN0368'AZIMUTH MARK ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 DN0368'CONTINUE WEST FOR 0.3 MILE TO WHERE MAIN ROAD CURVES SOUTH
 DN0368'AND A DIRT ROAD CONTINUES STRAIGHT AHEAD, AND TO STATION
 DN0368'IN TRIANGLE FORMED BY THE TWO ROADS AS DESCRIBED.
 DN0368'
 DN0368'A 74 FOOT SIGNAL AT STATION NEWSOME 1935 IS V.G.
 DN0368'
 DN0368'A 74 FOOT SIGNAL AT STATION ADAMS 1935 IS V.G.
 DN0368'
 DN0368'A 74 FOOT SIGNAL AT STATION WETSEL IS V.G.
 DN0368'
 DN0368'AN 87 FOOT SIGNAL AT STATION GUMBO IS V.G.
 DN0368'
 DN0368'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DN0368
 DN0368                          STATION RECOVERY (1954)
 DN0368
 DN0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 DN0368'1.5 MILES EAST ALONG OLD STATE HIGHWAY 24 FROM THE ST. LOUIS,
 DN0368'SAN FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, THENCE
 DN0368'5.85 MILES EAST ALONG FARM ROAD 720, 19 FEET NORTH OF THE
 DN0368'CENTER LINE OF THE FARM ROAD, 21 FEET SOUTH OF THE CENTER
 DN0368'LINE OF A DIRT ROAD LEADING WEST, 3 FEET EAST OF A WITNESS
 DN0368'POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 DN0368'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED FOOT
 DN0368'1949.
 DN0368'
 DN0368'FOOT R.M. 1 IS 54.0 FEET NORTHEAST OF TRIANGULATION STATION FOOT
 DN0368'1949, 65 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD,
 DN0368'28 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 1 FOOT
 DN0368'SOUTH OF A FENCE CORNER, A REFERENCE MARK DISK SET IN THE TOP
 DN0368'OF A CONCRETE POST WHICH IS 0.8 FOOT BELOW THE TOP OF THE
 DN0368'GROUND, STAMPED FOOT NO 1 1949.
 DN0368'
 DN0368'FOOT R.M. 2 IS 71.0 FEET NORTHWEST OF TRIANGULATION STATION
 DN0368'FOOT 1949, 88 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD,
 DN0368'27 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 1 FOOT SOUTH OF A
 DN0368'FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 DN0368'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED FOOT
 DN0368'NO 2 1949.
 DN0368'
 DN0368'FOOT 1949 AZIMUTH IS 0.3 MILE EAST OF TRIANGULATION STATION
 DN0368'FOOT 1949, 33 FEET NORTH OF THE CENTER LINE OF FARM ROAD 720,
 DN0368'4 FEET WEST OF A POWER POLE, 3 FEET EAST OF A WITNESS POST,
 DN0368'0.7 MILE WEST OF BENCH MARK N 1035, AN AZIMUTH MARK DISK SET
 DN0368'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 DN0368'THE GROUND, STAMPED FOOT 1949.
 DN0368
 DN0368                          STATION RECOVERY (1954)
 DN0368
 DN0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DN0368'7.35 MI E FROM FRISCO.
 DN0368'1.5 MILES EAST ALONG OLD STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0368'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, THENCE 5.85 MILES EAST
 DN0368'ALONG FARM ROAD 720.  19 FEET NORTH OF THE CENTER LINE OF THE FARM
 DN0368'ROAD, 21 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST, 3
 DN0368'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0368'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 DN0368
 DN0368                          STATION RECOVERY (1955)
 DN0368
 DN0368'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN0368'STATION RECOVERED.  STATION IS NORTHWEST OF F.M. 720.  AZIMUTH
 DN0368'MARK ALSO RECOVERED.
 DN0368
 DN0368                          STATION RECOVERY (1981)
 DN0368
 DN0368'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (WHT)
 DN0368'FOOT AZ. MK. DESTROYED.
 DN0368'
 DN0368'FOOT DESTROYED (BY ROAD CONST.)
 DN0368'
 DN0368'FOOT NO. 1 RECOVERED GOOD.
 DN0368'
 DN0368'FOOT NO. 2 DISTURBED - ARROW POINTS WRONG WAY.
 DN0368'
 DN0368'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MI NW OF ALLEN.
 DN0368
 DN0368                          STATION RECOVERY (1988)
 DN0368
 DN0368'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DN0368'MARK NOT FOUND.
 DN0368
 DN0368                          STATION RECOVERY (1991)
 DN0368
 DN0368'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0368'MARK NOT FOUND.
 DN0368
 DN0368                          STATION RECOVERY (2005)
 DN0368
 DN0368'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0371 ***********************************************************************
 DN0371  DESIGNATION -  FOOT AZ MK
 DN0371  PID         -  DN0371
 DN0371  STATE/COUNTY-  TX/COLLIN
 DN0371  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0371
 DN0371                         *CURRENT SURVEY CONTROL
 DN0371  ___________________________________________________________________
 DN0371* NAD 83(1986)-  33 09 32.     (N)    096 42 00.     (W)     SCALED    
 DN0371* NAVD 88     -       226.886  (meters)     744.38   (feet)  ADJUSTED  
 DN0371  ___________________________________________________________________
 DN0371  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DN0371  DYNAMIC HT  -         226.638 (meters)     743.56  (feet)  COMP
 DN0371  MODELED GRAV-     979,539.4   (mgal)                       NAVD 88
 DN0371
 DN0371  VERT ORDER  -  SECOND    CLASS 0
 DN0371
 DN0371.The horizontal coordinates were scaled from a topographic map and have
 DN0371.an estimated accuracy of +/- 6 seconds.
 DN0371
 DN0371.The orthometric height was determined by differential leveling
 DN0371.and adjusted by the National Geodetic Survey in June 1991..
 DN0371
 DN0371.The geoid height was determined by GEOID03.
 DN0371
 DN0371.The dynamic height is computed by dividing the NAVD 88
 DN0371.geopotential number by the normal gravity value computed on the
 DN0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0371.degrees latitude (g = 980.6199 gals.).
 DN0371
 DN0371.The modeled gravity was interpolated from observed gravity values.
 DN0371
 DN0371;                    North         East    Units  Estimated Accuracy
 DN0371;SPC TXNC     - 2,166,910.      767,880.      MT  (+/- 180 meters Scaled)
 DN0371
 DN0371                          SUPERSEDED SURVEY CONTROL
 DN0371
 DN0371  NGVD 29 (??/??/92)  226.91   (m)          744.5    (f) COMPUTED    2 0
 DN0371
 DN0371.Superseded values are not recommended for survey control.
 DN0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0371.See file dsdata.txt to determine how the superseded data were derived.
 DN0371
 DN0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB144712(NAD 83)
 DN0371_MARKER: DZ = AZIMUTH MARK DISK
 DN0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0371_STAMPING: FOOT 1949
 DN0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0371+STABILITY: SURFACE MOTION
 DN0371
 DN0371  HISTORY     - Date     Condition        Report By
 DN0371  HISTORY     - 1950     MONUMENTED       CGS
 DN0371  HISTORY     - 1954     GOOD             NGS
 DN0371  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 DN0371  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0371
 DN0371                          STATION DESCRIPTION
 DN0371
 DN0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0371'7.65 MI E FROM FRISCO.
 DN0371'1.5 MILES EAST ALONG OLD STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0371'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, THENCE 6.15 MILES EAST
 DN0371'ALONG FARM ROAD 720.  33 FEET NORTH OF THE CENTER LINE OF THE FARM
 DN0371'ROAD, 4 FEET WEST OF A POWER POLE, 3 FEET EAST OF A WITNESS POST, 0.3
 DN0371'MILE EAST OF TRIANGULATION STATION FOOT 1949, 0.7 MILE WEST OF BENCH
 DN0371'MARK N 1035. SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 DN0371'ABOVE THE GROUND.
 DN0371
 DN0371                          STATION RECOVERY (1991)
 DN0371
 DN0371'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0371'MARK NOT FOUND.
 DN0371
 DN0371                          STATION RECOVERY (2005)
 DN0371
 DN0371'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0370 ***********************************************************************
 DN0370  DESIGNATION -  FOOT RM 1
 DN0370  PID         -  DN0370
 DN0370  STATE/COUNTY-  TX/COLLIN
 DN0370  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0370
 DN0370                         *CURRENT SURVEY CONTROL
 DN0370  ___________________________________________________________________
 DN0370* NAD 83(1986)-  33 09 32.     (N)    096 42 19.     (W)     SCALED    
 DN0370* NAVD 88     -       227.834  (meters)     747.49   (feet)  ADJUSTED  
 DN0370  ___________________________________________________________________
 DN0370  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DN0370  DYNAMIC HT  -         227.585 (meters)     746.67  (feet)  COMP
 DN0370  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 DN0370
 DN0370  VERT ORDER  -  SECOND    CLASS 0
 DN0370
 DN0370.The horizontal coordinates were scaled from a topographic map and have
 DN0370.an estimated accuracy of +/- 6 seconds.
 DN0370
 DN0370.The orthometric height was determined by differential leveling
 DN0370.and adjusted by the National Geodetic Survey in June 1991..
 DN0370
 DN0370.The geoid height was determined by GEOID03.
 DN0370
 DN0370.The dynamic height is computed by dividing the NAVD 88
 DN0370.geopotential number by the normal gravity value computed on the
 DN0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0370.degrees latitude (g = 980.6199 gals.).
 DN0370
 DN0370.The modeled gravity was interpolated from observed gravity values.
 DN0370
 DN0370;                    North         East    Units  Estimated Accuracy
 DN0370;SPC TXNC     - 2,166,900.      767,390.      MT  (+/- 180 meters Scaled)
 DN0370
 DN0370                          SUPERSEDED SURVEY CONTROL
 DN0370
 DN0370  NGVD 29 (??/??/92)  227.86   (m)          747.6    (f) COMPUTED    2 0
 DN0370
 DN0370.Superseded values are not recommended for survey control.
 DN0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0370.See file dsdata.txt to determine how the superseded data were derived.
 DN0370
 DN0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB140712(NAD 83)
 DN0370_MARKER: DR = REFERENCE MARK DISK
 DN0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0370_STAMPING: FOOT NO 1 1949
 DN0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0370+STABILITY: SURFACE MOTION
 DN0370
 DN0370  HISTORY     - Date     Condition        Report By
 DN0370  HISTORY     - 1949     MONUMENTED       CGS
 DN0370  HISTORY     - 1954     GOOD             NGS
 DN0370  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 DN0370  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0370
 DN0370                          STATION DESCRIPTION
 DN0370
 DN0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0370'7.35 MI E FROM FRISCO.
 DN0370'1.5 MILES EAST ALONG OLD STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0370'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, THENCE 5.85 MILES EAST
 DN0370'ALONG FARM ROAD 720.  65 FEET NORTH OF THE CENTER LINE OF THE FARM
 DN0370'ROAD, 28 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 54.0 FEET
 DN0370'NORTHEAST OF TRIANGULATION STATION FOOT 1949, 1 FOOT SOUTH OF A FENCE
 DN0370'CORNER, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.8 FOOT BELOW THE
 DN0370'TOP OF THE GROUND.
 DN0370
 DN0370                          STATION RECOVERY (1991)
 DN0370
 DN0370'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0370'MARK NOT FOUND.
 DN0370
 DN0370                          STATION RECOVERY (2005)
 DN0370
 DN0370'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0369 ***********************************************************************
 DN0369  DESIGNATION -  FOOT RM 2
 DN0369  PID         -  DN0369
 DN0369  STATE/COUNTY-  TX/COLLIN
 DN0369  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0369
 DN0369                         *CURRENT SURVEY CONTROL
 DN0369  ___________________________________________________________________
 DN0369* NAD 83(1986)-  33 09 32.     (N)    096 42 19.     (W)     SCALED    
 DN0369* NAVD 88     -       227.497  (meters)     746.38   (feet)  ADJUSTED  
 DN0369  ___________________________________________________________________
 DN0369  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DN0369  DYNAMIC HT  -         227.248 (meters)     745.56  (feet)  COMP
 DN0369  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 DN0369
 DN0369  VERT ORDER  -  SECOND    CLASS 0
 DN0369
 DN0369.The horizontal coordinates were scaled from a topographic map and have
 DN0369.an estimated accuracy of +/- 6 seconds.
 DN0369
 DN0369.The orthometric height was determined by differential leveling
 DN0369.and adjusted by the National Geodetic Survey in June 1991..
 DN0369
 DN0369.The geoid height was determined by GEOID03.
 DN0369
 DN0369.The dynamic height is computed by dividing the NAVD 88
 DN0369.geopotential number by the normal gravity value computed on the
 DN0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0369.degrees latitude (g = 980.6199 gals.).
 DN0369
 DN0369.The modeled gravity was interpolated from observed gravity values.
 DN0369
 DN0369;                    North         East    Units  Estimated Accuracy
 DN0369;SPC TXNC     - 2,166,900.      767,390.      MT  (+/- 180 meters Scaled)
 DN0369
 DN0369                          SUPERSEDED SURVEY CONTROL
 DN0369
 DN0369  NGVD 29 (??/??/92)  227.52   (m)          746.5    (f) COMPUTED    2 0
 DN0369
 DN0369.Superseded values are not recommended for survey control.
 DN0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0369.See file dsdata.txt to determine how the superseded data were derived.
 DN0369
 DN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB140712(NAD 83)
 DN0369_MARKER: DR = REFERENCE MARK DISK
 DN0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0369_STAMPING: FOOT NO 2 1949
 DN0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0369+STABILITY: SURFACE MOTION
 DN0369
 DN0369  HISTORY     - Date     Condition        Report By
 DN0369  HISTORY     - 1949     MONUMENTED       CGS
 DN0369  HISTORY     - 1954     GOOD             NGS
 DN0369  HISTORY     - 19910707 GOOD             USPSQD
 DN0369  HISTORY     - 19910715 GOOD             USPSQD
 DN0369  HISTORY     - 20051031 POOR             BOHAN
 DN0369
 DN0369                          STATION DESCRIPTION
 DN0369
 DN0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0369'7.35 MI E FROM FRISCO.
 DN0369'1.5 MILES EAST ALONG OLD STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0369'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, THENCE 5.85 MILES EAST
 DN0369'ALONG FARM ROAD 720.  88 FEET NORTH OF THE CENTER LINE OF THE FARM
 DN0369'ROAD, 71.0 FEET NORTHWEST OF TRIANGULATION STATION FOOT 1949, 27 FEET
 DN0369'NORTH OF THE CENTER LINE OF A DIRT ROAD, 1 FOOT SOUTH OF A FENCE, SET
 DN0369'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 DN0369'GROUND.
 DN0369
 DN0369                          STATION RECOVERY (1991)
 DN0369
 DN0369'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0369'RECOVERED IN GOOD CONDITION.
 DN0369
 DN0369                          STATION RECOVERY (1991)
 DN0369
 DN0369'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0369'RECOVERED IN GOOD CONDITION.
 DN0369
 DN0369                          STATION RECOVERY (2005)
 DN0369
 DN0369'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0369'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0854 ***********************************************************************
 GK0854  DESIGNATION -  FORD
 GK0854  PID         -  GK0854
 GK0854  STATE/COUNTY-  TX/HANSFORD
 GK0854  USGS QUAD   -  SPEARMAN (1974)
 GK0854
 GK0854                         *CURRENT SURVEY CONTROL
 GK0854  ___________________________________________________________________
 GK0854* NAD 83(1993)-  36 09 26.45664(N)    101 13 35.01018(W)     ADJUSTED  
 GK0854* NAVD 88     -       954.     (meters)    3130.     (feet)  SCALED    
 GK0854  ___________________________________________________________________
 GK0854  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GK0854  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 GK0854
 GK0854  HORZ ORDER  -  THIRD
 GK0854
 GK0854.The horizontal coordinates were established by classical geodetic methods
 GK0854.and adjusted by the National Geodetic Survey in February 1996..
 GK0854
 GK0854.The orthometric height was scaled from a topographic map.
 GK0854
 GK0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0854
 GK0854.The geoid height was determined by GEOID03.
 GK0854
 GK0854;                    North         East     Units Scale Factor Converg.
 GK0854;SPC TX N     - 1,239,371.676   224,620.254   MT  0.99999404   +0 09 30.8
 GK0854;SPC TX N     - 4,066,171.91    736,941.62   sFT  0.99999404   +0 09 30.8
 GK0854;UTM  14      - 4,003,697.456   299,724.531   MT  1.00009424   -1 18 50.5
 GK0854
 GK0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0854!SPC TX N     -   0.99985448  x   0.99999404  =   0.99984852
 GK0854!UTM  14      -   0.99985448  x   1.00009424  =   0.99994871
 GK0854
 GK0854:                Primary Azimuth Mark                     Grid Az
 GK0854:SPC TX N     -  FORD AZ MK                               026 59 35.4
 GK0854:UTM  14      -  FORD AZ MK                               028 27 56.7
 GK0854
 GK0854|---------------------------------------------------------------------|
 GK0854| PID    Reference Object                     Distance      Geod. Az  |
 GK0854|                                                           dddmmss.s |
 GK0854| CM8102 FORD AZ MK                                         0270906.2 |
 GK0854| GK0856 SPEARMAN PERRYTON EQUITY ELEV       APPROX. 5.3 KM 0290009.6 |
 GK0854| GK0855 SPEARMAN MUNICIPAL TANK             APPROX. 5.4 KM 0315634.4 |
 GK0854| CM8103 FORD RM 1                            12.585 METERS 03437     |
 GK0854| CM8104 FORD RM 2                            28.901 METERS 29648     |
 GK0854|---------------------------------------------------------------------|
 GK0854
 GK0854                          SUPERSEDED SURVEY CONTROL
 GK0854
 GK0854  NAD 83(1993)-  36 09 26.45578(N)    101 13 35.01180(W) AD(       ) 3
 GK0854  NAD 83(1986)-  36 09 26.46542(N)    101 13 34.99643(W) AD(       ) 3
 GK0854  NAD 27      -  36 09 26.34500(N)    101 13 33.42900(W) AD(       ) 3
 GK0854
 GK0854.Superseded values are not recommended for survey control.
 GK0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0854.See file dsdata.txt to determine how the superseded data were derived.
 GK0854
 GK0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF9972503697(NAD 83)
 GK0854_MARKER: DS = TRIANGULATION STATION DISK
 GK0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0854
 GK0854  HISTORY     - Date     Condition        Report By
 GK0854  HISTORY     - 1952     MONUMENTED       CGS
 GK0854  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GK0854  HISTORY     - 1966     GOOD             CGS
 GK0854  HISTORY     - 1969     GOOD             CGS
 GK0854
 GK0854                          STATION DESCRIPTION
 GK0854
 GK0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0854'THE STATION IS LOCATED ALONG THE SOUTHEAST SIDE OF STATE
 GK0854'HIGHWAY 117.  IT IS ABOUT 3 MILES AIRLINE SOUTHWEST OF SPEARMAN,
 GK0854'AND ON THE HIGHWAY RIGHT-OF-WAY.
 GK0854'
 GK0854'THE STATION IS 46 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GK0854'HIGHWAY, 6 FEET NORTHWEST OF A WIRE FENCE, AND 8-1/2 FEET
 GK0854'WEST-SOUTHWEST OF A WHITE WITNESS POST.  IT IS A STANDARD DISK
 GK0854'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES
 GK0854'IN DIAMETER AND PROJECTS 3 INCHES.  THE DISK IS STAMPED--FORD
 GK0854'1952.
 GK0854'
 GK0854'REFERENCE MARK NUMBER ONE IS 50 FEET SOUTHEAST OF THE CENTER
 GK0854'LINE OF THE HIGHWAY, 1-1/2 FEET NORTHWEST OF THE FENCE LINE,
 GK0854'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 GK0854'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10
 GK0854'INCHES IN DIAMETER AND PROJECTS 6 INCHES.  THE DISK IS STAMPED--
 GK0854'FORD NO 1 1952.
 GK0854'
 GK0854'REFERENCE MARK NUMBER TWO IS 50 FEET NORTHWEST OF THE CENTER
 GK0854'LINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE WIRE FENCE, AND
 GK0854'ABOUT 1/2 FOOT HIGHER THAN THE STATION.  IT IS A STANDARD
 GK0854'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10
 GK0854'INCHES IN DIAMETER AND PROJECTS 6 INCHES.  THE DISK IS STAMPED--
 GK0854'FORD NO 2 1952.
 GK0854'
 GK0854'THE AZIMUTH MARK IS 48 FEET NORTHWEST OF THE CENTER LINE OF THE
 GK0854'HIGHWAY, 5 FEET SOUTH OF A FENCE CORNER, AND 34 FEET SOUTH
 GK0854'OF THE CENTER LINE OF AN EAST-WEST ROAD.  IT IS A STANDARD
 GK0854'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10
 GK0854'INCHES IN DIAMETER AND PROJECTS 4 INCHES.  THE DISK IS STAMPED--
 GK0854'FORD 1952.  TO REACH THE MARK FROM THE STATION GO NORTHEAST
 GK0854'ON THE HIGHWAY FOR 0.85 MILE TO THE MARK ON THE LEFT.
 GK0854'
 GK0854'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117
 GK0854'AND STATE ROUTE 282 IN SPEARMAN GO SOUTHWEST ON STATE HIGHWAY
 GK0854'117 FOR 3.1 MILES TO THE STATION ON THE LEFT.
 GK0854'
 GK0854'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 GK0854
 GK0854                          STATION RECOVERY (1965)
 GK0854
 GK0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CLC)
 GK0854'STATION, R.M. 1 AND R.M. 2 WERE NOT RECOVERED.  STATE HIGHWAY
 GK0854'EMPLOYEES SUGGESTED THE POSSIBILITY THAT THE PRIMARY STATION
 GK0854'AND REFERENCE MARKS HAVE BEEN RELOCATED.  AZIMUTH MARK WAS
 GK0854'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GK0854
 GK0854                          STATION RECOVERY (1966)
 GK0854
 GK0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 GK0854'STATION NOT OCCUPIED AT THIS TIME.
 GK0854'
 GK0854'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD
 GK0854'CONDITION.  A STEEL WITNESS POST AND SIGN WAS INSTALLED
 GK0854'NEAR THE STATION MARK.  THE STATION MARK IS 46 FEET SOUTHEAST
 GK0854'OF CENTER LINE OF TEXAS HIGHWAY 15, 6 FEET NORTHWEST OF THE
 GK0854'WIRE FENCE ALONG THE RIGHT-OF-WAY AND 2 FEET NORTHWEST OF THE
 GK0854'STEEL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND SURFACE.
 GK0854'
 GK0854'STAMPINGS ON ALL MARKS WAS CHECKED AND FOUND TO BE CORRECT
 GK0854'AS PREVIOUSLY DESCRIBED.
 GK0854'
 GK0854'THE AZIMUTH MARK IS 48 FEET NORTHWEST OF CENTER LINE OF TEXAS
 GK0854'HIGHWAY 15, 34 FEET SOUTH OF CENTER OF EAST-WEST DIRT
 GK0854'ROAD AND 17 FEET NORTHEAST OF A FENCE CORNER.  THE MARK
 GK0854'IS FLUSH WITH THE GROUND SURFACE.
 GK0854'
 GK0854'TO REACH THE STATION FROM THE CAUTION LIGHT AND INTERSECTION
 GK0854'OF STATE HIGHWAYS 282 AND 15 IN SPEARMAN, GO SOUTHWEST ON TEXAS
 GK0854'HIGHWAY 15 FOR 2.3 MILES TO SIDE ROAD RIGHT AND THE AZIMUTH
 GK0854'MARK.  PROCEED SOUTHWEST ON HIGHWAY 15 FOR 0.9 MILE TO THE
 GK0854'STATION ON LEFT SIDE OF THE HIGHWAY.
 GK0854'
 GK0854'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.2 MILES
 GK0854'SOUTHWEST OF SPEARMAN.
 GK0854
 GK0854                          STATION RECOVERY (1969)
 GK0854
 GK0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0854'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GK0854'CONDITION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION
 GK0854'TO THE MARKS AND FOUND TO BE CORRECT.
 GK0854'
 GK0854'STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY
 GK0854'207 ABOUT 3 MILES SOUTH WEST OF SPEARMAN.  STATION, A STANDARD
 GK0854'DISK SET IN THE TOP OF A ROUND CONCRETE POST AND STAMPED FORD
 GK0854'1952, IS 46 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 GK0854'207, 6 FEET NORTHWEST OF A FENCE AND 2 FEET NORTHWEST OF A
 GK0854'WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 GK0854'
 GK0854'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 207 AND 15 AT THE
 GK0854'NORTHWEST EDGE OF SPEARMAN, GO SOUTHWESTERLY ON STATE HIGHWAY
 GK0854'207 FOR 2.55 MILES TO A T ROAD RIGHT AND AZIMUTH MARK ON RIGHT.
 GK0854'CONTINUE SOUTHWEST ON HIGHWAY FOR 0.85 MILE TO STATION ON LEFT
 GK0854'(SOUTHEAST) SIDE OF HIGHWAY AS DESCRIBED.
 GK0854'
 GK0854'REFERENCE MARK NO. 1, A STANDARD DISK, SET IN THE TOP OF A
 GK0854'ROUND CONCRETE POST AND STAMPED FORD 1952 NO 1 IS 50 FEET
 GK0854'SOUTHEAST OF THE CENTERLINE OF HIGHWAY AND 1-1/2 FEET NORTHWEST
 GK0854'OF A FENCE.  THE MARK PROJECTS 2 INCHES.
 GK0854'
 GK0854'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 GK0854'ROUND CONCRETE POST AND STAMPED FORD 1952 NO 2, IS 50 FEET
 GK0854'NORTHWEST OF THE CENTERLINE OF HIGHWAY AND 1 FOOT SOUTHEAST
 GK0854'OF A FENCE.  THE MARK PROJECTS 3 INCHES.
 GK0854'
 GK0854'AZIMUTH MARK IS 48 FEET NORTHWEST OF THE CENTERLINE OF TEXAS
 GK0854'HIGHWAY 207, 34 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 GK0854'DIRT ROAD, 17 FEET NORTHEAST OF A FENCE CORNER, AND 1 FOOT
 GK0854'SOUTHEAST OF A FENCE CORNER.  THE DISK IS STAMPED FORD 1952
 GK0854'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1122 ***********************************************************************
 AH1122  DESIGNATION -  FORD 1934
 AH1122  PID         -  AH1122
 AH1122  STATE/COUNTY-  TX/ARANSAS
 AH1122  USGS QUAD   -  ALLYNS BIGHT (1970)
 AH1122
 AH1122                         *CURRENT SURVEY CONTROL
 AH1122  ___________________________________________________________________
 AH1122* NAD 83(1993)-  27 58 10.43835(N)    096 57 49.40944(W)     ADJUSTED  
 AH1122* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AH1122  ___________________________________________________________________
 AH1122  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AH1122  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AH1122
 AH1122  HORZ ORDER  -  THIRD
 AH1122
 AH1122.The horizontal coordinates were established by classical geodetic methods
 AH1122.and adjusted by the National Geodetic Survey in February 1996..
 AH1122
 AH1122.The orthometric height was scaled from a topographic map.
 AH1122
 AH1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1122
 AH1122.The geoid height was determined by GEOID03.
 AH1122
 AH1122;                    North         East     Units Scale Factor Converg.
 AH1122;SPC TXSC     - 4,016,844.027   800,366.888   MT  1.00014445   +0 59 51.3
 AH1122;SPC TXSC     -13,178,595.78  2,625,870.37   sFT  1.00014445   +0 59 51.3
 AH1122;SPC TX S     - 5,256,074.554   451,155.236   MT  1.00003732   +0 41 50.9
 AH1122;SPC TX S     -17,244,304.60  1,480,165.14   sFT  1.00003732   +0 41 50.9
 AH1122;UTM  14      - 3,095,500.778   700,291.718   MT  1.00009517   +0 57 19.2
 AH1122
 AH1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1122!SPC TXSC     -   1.00000295  x   1.00014445  =   1.00014740
 AH1122!SPC TX S     -   1.00000295  x   1.00003732  =   1.00004027
 AH1122!UTM  14      -   1.00000295  x   1.00009517  =   1.00009812
 AH1122
 AH1122                          SUPERSEDED SURVEY CONTROL
 AH1122
 AH1122  NAD 83(1986)-  27 58 10.44406(N)    096 57 49.38821(W) AD(       ) 3
 AH1122  NAD 27      -  27 58 09.36600(N)    096 57 48.42900(W) AD(       ) 3
 AH1122
 AH1122.Superseded values are not recommended for survey control.
 AH1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1122.See file dsdata.txt to determine how the superseded data were derived.
 AH1122
 AH1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQR0029295501(NAD 83)
 AH1122_MARKER: DS = TRIANGULATION STATION DISK
 AH1122_SETTING: 0 = UNSPECIFIED SETTING
 AH1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1122
 AH1122  HISTORY     - Date     Condition        Report By
 AH1122  HISTORY     - 1934     MONUMENTED       CGS
 AH1122  HISTORY     - 1938     MARK NOT FOUND   CGS
 AH1122  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1122  HISTORY     - 1955     GOOD             SHELL
 AH1122  HISTORY     - 1969     GOOD             CGS
 AH1122
 AH1122                          STATION DESCRIPTION
 AH1122
 AH1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1122'STATION IS LOCATED ABOUT 6-1/2 MILES SE OF ROCKPORT, ON ST.
 AH1122'JOSEPH ISLAND.  IT IS ABOUT 2 MILES NE OF THE E END OF MUD
 AH1122'ISLAND, ABOUT 1 MILE FROM THE BAY SHORE, AND ABOUT 1/2 MILE FROM
 AH1122'THE GULF SHORE.
 AH1122'
 AH1122'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH1122'NO REFERENCE MARK WAS SET.
 AH1122'
 AH1122'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1122'WINDMILL 3, 70 DEG.  WINDMILL 2, 185 DEG.  HOUSE, 215 DEG.
 AH1122'(WINDMILLS AND HOUSE ARE OWNED BY SAN JOSE CATTLE CO.).  PORT
 AH1122'ARANSAS, WATER TANK, 212 DEG.  ARANSAS PASS, WATER TANK, 245
 AH1122'DEG.  ROCKPORT COURTHOUSE, 302 DEG.
 AH1122'
 AH1122'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AH1122
 AH1122                          STATION RECOVERY (1938)
 AH1122
 AH1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1122'THIS STATION WAS NOT FOUND AFTER CONSIDERABLE SEARCH ON TWO
 AH1122'DIFFERENT OCCASIONS.  STATION HAS EITHER BEEN DESTROYED
 AH1122'OR IS COVERED BY DRIFTING SAND.
 AH1122
 AH1122                          STATION RECOVERY (1949)
 AH1122
 AH1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1122'A THOROUGH SEARCH WAS MADE FOR THIS STATION ON TWO DIFFERENT
 AH1122'OCCASIONS BY A THREE-MAN PARTY.  STATION WAS NOT FOUND.
 AH1122
 AH1122                          STATION RECOVERY (1955)
 AH1122
 AH1122'RECOVERY NOTE BY SHELL OIL COMPANY 1955
 AH1122'STATION RECOVERED 3 FT. BELOW THE SURFACE AND FOUND TO BE IN
 AH1122'GOOD CONDITION.
 AH1122
 AH1122                          STATION RECOVERY (1969)
 AH1122
 AH1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1122'THE STATION MARK MONUMENT WAS FOUND LYING IN A DEEP DEPRESSION
 AH1122'WITH THE UNDERGROUND MARK STILL ATTACHED TO THE BOTTOM OF THE
 AH1122'MONUMENT.  THE DISK WAS SALVAGED.  THE STATION IS LOST.
 AH1122'
 AH1122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 AH1122'SOUTHEAST OF ROCKPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6233 ***********************************************************************
 DE6233  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6233  DESIGNATION -  FORD ENG COOP CORS ARP
 DE6233  CORS_ID     -  FEI1
 DE6233  PID         -  DE6233
 DE6233  STATE/COUNTY-  TX/BEXAR
 DE6233  USGS QUAD   -  LONGHORN (1992)
 DE6233
 DE6233                         *CURRENT SURVEY CONTROL
 DE6233  ___________________________________________________________________
 DE6233* NAD 83(CORS)-  29 32 22.58413(N)    098 24 56.24849(W)     ADJUSTED  
 DE6233* NAVD 88     -                                                        
 DE6233  ___________________________________________________________________
 DE6233  EPOCH DATE  -        2002.00
 DE6233  X           -    -812,813.498 (meters)                     COMP
 DE6233  Y           -  -5,493,994.694 (meters)                     COMP
 DE6233  Z           -   3,126,188.138 (meters)                     COMP
 DE6233  ELLIP HEIGHT-         229.47  (meters)          (03/??/02) GPS OBS
 DE6233  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DE6233
 DE6233  HORZ ORDER  -  SPECIAL (CORS)
 DE6233  ELLP ORDER  -  SPECIAL (CORS)
 DE6233
 DE6233.ITRF positions are available for this station.
 DE6233.The coordinates were established by GPS observations
 DE6233.and adjusted by the National Geodetic Survey in March 2002..
 DE6233.The coordinates are valid at the epoch date displayed above.
 DE6233.The epoch date for horizontal control is a decimal equivalence
 DE6233.of Year/Month/Day.
 DE6233
 DE6233
 DE6233.The PID for the CORS L1 Phase Center is DG5351.
 DE6233
 DE6233.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6233
 DE6233.The ellipsoidal height was determined by GPS observations
 DE6233.and is referenced to NAD 83.
 DE6233
 DE6233.The geoid height was determined by GEOID03.
 DE6233
 DE6233;                    North         East     Units Scale Factor Converg.
 DE6233;SPC TXSC     - 4,189,241.956   656,635.029   MT  0.99986960   +0 17 10.7
 DE6233;SPC TXSC     -13,744,204.65  2,154,310.09   sFT  0.99986960   +0 17 10.7
 DE6233
 DE6233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6233!SPC TXSC     -   0.99996396  x   0.99986960  =   0.99983357
 DE6233
 DE6233                          SUPERSEDED SURVEY CONTROL
 DE6233
 DE6233.No superseded survey control is available for this station.
 DE6233
 DE6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5662167914(NAD 83)
 DE6233_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6233
 DE6233                          STATION DESCRIPTION
 DE6233
 DE6233'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6233'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6233'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6233'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6233'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6233'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5351 ***********************************************************************
 DG5351  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5351  DESIGNATION -  FORD ENG COOP CORS L1 PHASE CENTER
 DG5351  CORS_ID     -  FEI1
 DG5351  PID         -  DG5351
 DG5351  STATE/COUNTY-  TX/BEXAR
 DG5351  USGS QUAD   -  LONGHORN (1992)
 DG5351
 DG5351                         *CURRENT SURVEY CONTROL
 DG5351  ___________________________________________________________________
 DG5351* NAD 83(CORS)-  29 32 22.58421(N)    098 24 56.24844(W)     ADJUSTED  
 DG5351* NAVD 88     -                                                        
 DG5351  ___________________________________________________________________
 DG5351  EPOCH DATE  -        2002.00
 DG5351  X           -    -812,813.511 (meters)                     COMP
 DG5351  Y           -  -5,493,994.787 (meters)                     COMP
 DG5351  Z           -   3,126,188.195 (meters)                     COMP
 DG5351  ELLIP HEIGHT-         229.58  (meters)          (03/??/02) GPS OBS
 DG5351  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DG5351
 DG5351  HORZ ORDER  -  SPECIAL (CORS)
 DG5351  ELLP ORDER  -  SPECIAL (CORS)
 DG5351
 DG5351.ITRF positions are available for this station.
 DG5351.The coordinates were established by GPS observations
 DG5351.and adjusted by the National Geodetic Survey in March 2002..
 DG5351.The coordinates are valid at the epoch date displayed above.
 DG5351.The epoch date for horizontal control is a decimal equivalence
 DG5351.of Year/Month/Day.
 DG5351
 DG5351
 DG5351.The PID for the CORS ARP is DE6233.
 DG5351
 DG5351.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5351
 DG5351.The ellipsoidal height was determined by GPS observations
 DG5351.and is referenced to NAD 83.
 DG5351
 DG5351.The geoid height was determined by GEOID03.
 DG5351
 DG5351;                    North         East     Units Scale Factor Converg.
 DG5351;SPC TXSC     - 4,189,241.959   656,635.031   MT  0.99986960   +0 17 10.7
 DG5351;SPC TXSC     -13,744,204.66  2,154,310.10   sFT  0.99986960   +0 17 10.7
 DG5351
 DG5351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5351!SPC TXSC     -   0.99996394  x   0.99986960  =   0.99983355
 DG5351
 DG5351                          SUPERSEDED SURVEY CONTROL
 DG5351
 DG5351.No superseded survey control is available for this station.
 DG5351
 DG5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5662167914(NAD 83)
 DG5351_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5351
 DG5351                          STATION DESCRIPTION
 DG5351
 DG5351'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5351'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5351'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5351'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5351'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5351'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0655 ***********************************************************************
 AE0655  DESIGNATION -  FORDYCE
 AE0655  PID         -  AE0655
 AE0655  STATE/COUNTY-  TX/STARR
 AE0655  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0655
 AE0655                         *CURRENT SURVEY CONTROL
 AE0655  ___________________________________________________________________
 AE0655* NAD 83(1993)-  26 17 48.80154(N)    098 34 45.43510(W)     ADJUSTED  
 AE0655* NAVD 88     -        72.291  (meters)     237.17   (feet)  ADJUSTED  
 AE0655  ___________________________________________________________________
 AE0655  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AE0655  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE0655  DYNAMIC HT  -          72.171 (meters)     236.78  (feet)  COMP
 AE0655  MODELED GRAV-     978,987.9   (mgal)                       NAVD 88
 AE0655
 AE0655  HORZ ORDER  -  FIRST
 AE0655  VERT ORDER  -  FIRST     CLASS II
 AE0655
 AE0655.The horizontal coordinates were established by classical geodetic methods
 AE0655.and adjusted by the National Geodetic Survey in February 1996..
 AE0655
 AE0655.The orthometric height was determined by differential leveling
 AE0655.and adjusted by the National Geodetic Survey in June 1991..
 AE0655
 AE0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0655
 AE0655.The geoid height was determined by GEOID03.
 AE0655
 AE0655.The dynamic height is computed by dividing the NAVD 88
 AE0655.geopotential number by the normal gravity value computed on the
 AE0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0655.degrees latitude (g = 980.6199 gals.).
 AE0655
 AE0655.The modeled gravity was interpolated from observed gravity values.
 AE0655
 AE0655;                    North         East     Units Scale Factor Converg.
 AE0655;SPC TX S     - 5,069,827.375   292,082.213   MT  0.99996975   -0 02 09.6
 AE0655;SPC TX S     -16,633,258.65    958,273.06   sFT  0.99996975   -0 02 09.6
 AE0655;UTM  14      - 2,908,631.441   541,997.758   MT  0.99962178   +0 11 11.0
 AE0655
 AE0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0655!SPC TX S     -   0.99999241  x   0.99996975  =   0.99996216
 AE0655!UTM  14      -   0.99999241  x   0.99962178  =   0.99961419
 AE0655
 AE0655:                Primary Azimuth Mark                     Grid Az
 AE0655:SPC TX S     -  ELTORO RESET                             009 26 04.3
 AE0655:UTM  14      -  ELTORO RESET                             009 12 43.7
 AE0655
 AE0655|---------------------------------------------------------------------|
 AE0655| PID    Reference Object                     Distance      Geod. Az  |
 AE0655|                                                           dddmmss.s |
 AE0655| AE1592 ELTORO RESET                        APPROX. 7.6 KM 0092354.7 |
 AE0655| AE1595 ELTORO RANCH WINDMILL               APPROX. 7.7 KM 0131058.7 |
 AE0655| AE1596 MAXIMO DIAZ RANCH WINDMILL          APPROX. 1.5 KM 0210401.1 |
 AE0655| AE1590 WINDMILL NEAR TREES                 APPROX. 6.5 KM 0375713.6 |
 AE0655| AE1263 FORDYCE 2                             7.540 METERS 04128     |
 AE0655| AE1593 FORDYCE USBR WIT POST 1947           11.942 METERS 06307     |
 AE0655| AE1594 WINDMILL NEAR WHITE HOUSE           APPROX. 2.1 KM 0664753.8 |
 AE0655| AE1589 FLORES RANCH WINDMILL               APPROX. 1.6 KM 0723557.9 |
 AE0655| AE1265 FORDYCE RM 2                          7.276 METERS 09916     |
 AE0655| AE0654 P 644                               287.999 METERS 18759     |
 AE0655| CV3183 FORDYCE RM 3                         11.525 METERS 24304     |
 AE0655| AE0656 FORDYCE RM                           14.230 METERS 27912     |
 AE0655|---------------------------------------------------------------------|
 AE0655
 AE0655                          SUPERSEDED SURVEY CONTROL
 AE0655
 AE0655  NAD 83(1986)-  26 17 48.80600(N)    098 34 45.39766(W) AD(       ) 1
 AE0655  NAD 27      -  26 17 47.55310(N)    098 34 44.31423(W) AD(       ) 1
 AE0655  NGVD 29 (??/??/92)   72.401  (m)          237.54   (f) ADJ UNCH    1 2
 AE0655
 AE0655.Superseded values are not recommended for survey control.
 AE0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0655.See file dsdata.txt to determine how the superseded data were derived.
 AE0655
 AE0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4199808631(NAD 83)
 AE0655_MARKER: DB = BENCH MARK DISK
 AE0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0655_STAMPING: FORDYCE 1917
 AE0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0655
 AE0655  HISTORY     - Date     Condition        Report By
 AE0655  HISTORY     - 1917     MONUMENTED       CGS
 AE0655  HISTORY     - 1946     SEE DESCRIPTION  CGS
 AE0655  HISTORY     - 1965     GOOD             CGS
 AE0655  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0655  HISTORY     - 1969     GOOD             CGS
 AE0655  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0655  HISTORY     - 1987     GOOD             USPSQD
 AE0655
 AE0655                          STATION DESCRIPTION
 AE0655
 AE0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE0655'STATION IS ABOUT 3-1/2 MILES W AND 3 MILES N OF SAMFORDYCE,
 AE0655'2 MILES N OF THE MILITARY WAGON ROAD, 1 MILE N OF THE POINT
 AE0655'WHERE THE ROAD FROM SAMFORDYCE TO EL TORO RANCH CHANGES FROM
 AE0655'A NW TO A N COURSE, AND 5 METERS (16 FEET) E OF THE MIDDLE
 AE0655'OF THE PRESENT TRACK, AND 4.8 MILES S OF THE EL TORO RANCH.
 AE0655'
 AE0655'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE0655'CONCRETE.
 AE0655'
 AE0655'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE0655'
 AE0655'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE0655'CONCRETE, 14.17 METERS (46.5 FEET) FROM STATION.
 AE0655'
 AE0655'ELEVATION OF STATION, 71.8 METERS (236 FEET).
 AE0655
 AE0655                          STATION RECOVERY (1946)
 AE0655
 AE0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE0655'THIS STATION WAS RECOVERED AS DESCRIBED.  THE SURFACE MARK HAD
 AE0655'BEEN REMOVED, HOWEVER THE UNDERGROUND MARK WAS FOUND IN GOOD
 AE0655'CONDITION.  THE MARK WAS HELD AND NEW SURFACE AND UNDERGROUND
 AE0655'MARKS WERE SET.  REFERENCE MARKS NOS 2 AND 3 WERE ESTABLISHED.
 AE0655'A COMPLETE NEW DESCRIPTION FOLLOW--
 AE0655'
 AE0655'THIS STATION IS LOCATED ABOUT 17 MILES WEST OF MISSION, 1-1/2
 AE0655'MILES WEST OF SULLIVAN CITY AND ABOUT 1 MILE WEST OF THE
 AE0655'STARR-HIDALGO COUNTY LINE.  IT IS 5 FEET WEST OF THE APPROXIMATE
 AE0655'CENTERLINE OF A DIRT ROAD, 33 FEET SOUTHWEST OF A T INTERSECTION
 AE0655'OF TWO FENCE LINES.  THE MARK IS 12 INCHES BELOW THE SURFACE OF
 AE0655'THE ROAD AND THE DISK IS STAMPED FORDYCE 1917 1946.
 AE0655'
 AE0655'THE OLD REFERENCE MARK IS 46.69 FEET WEST OF THE STATION.
 AE0655'IT IS 52 FEET WEST OF THE APPROXIMATE CENTERLINE OF A DIRT
 AE0655'ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED FORDYCE
 AE0655'1917.
 AE0655'
 AE0655'REFERENCE MARK NO. 2 IS 23.87 FEET EAST OF THE STATION.  IT IS 16
 AE0655'FEET EAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD.  THE
 AE0655'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED FORDYCE NO 2 1946.
 AE0655'
 AE0655'REFERENCE MARK NO. 3 IS 37.81 FEET SOUTHWEST OF THE STATION.  IT
 AE0655'IS 34 FEET WEST OF THE CENTERLINE OF A DIRT ROAD.  THE MARK
 AE0655'PROJECTS 10 INCHES AND THE DISK IS STAMPED FORDYCE NO 3 1946.
 AE0655'
 AE0655'P 644 IS APPROXIMATELY 0.15 MILE SOUTH OF THE STATION.  IT IS 1
 AE0655'FOOT WEST OF A FENCE LINE, 8 FEET WEST OF A WINDMILL AND 22
 AE0655'FEET EAST OF THE CENTERLINE OF A DIRT ROAD.  IT IS A STANDARD
 AE0655'USC AND GS BENCH MARK AND WAS USED AS THE AZIMUTH MARK FOR THIS
 AE0655'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 AE0655'P 644 1942.
 AE0655'
 AE0655'USBR WITNESS POST IS 39.18 FEET NORTHEAST OF THE STATION.  IT
 AE0655'IS 8 FEET EAST OF A FENCE INTERSECTION AND 2 FEET WEST OF A
 AE0655'2 X 4 INCH WHITE, WOOD WITNESS POST.  THE MARK IS A 4 X 4
 AE0655'INCH CONCRETE POST WITH A BOLT IMBEDDED IN THE TOP.  THE MARK
 AE0655'IS FLUSH AND THE BOLT HAS A SMALL HOLE PUNCHED IN IT.
 AE0655'
 AE0655'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 AE0655'STATE HIGHWAY 107 AT THE FIRST NATIONAL BANK IN MISSION, GO
 AE0655'WEST ON HIGHWAY 83 FOR 17 MILES TO THE STARR-HIDALGO COUNTY LINE,
 AE0655'CONTINUE FOR 0.4 MILE TO A DIRT CROSSROAD.  TURN RIGHT ON DIRT
 AE0655'ROAD AND CONTINUE FOR 0.85 MILE TO THE STATION IN THE ROAD AS
 AE0655'DESCRIBED.
 AE0655'
 AE0655'TO REACH P 644 FROM THE STATION, GO BACK ON THE DIRT ROAD FOR
 AE0655'0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 AE0655'
 AE0655'HEIGHT OF LIGHT ABOVE STATION--14 METERS
 AE0655
 AE0655                          STATION RECOVERY (1965)
 AE0655
 AE0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 AE0655'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2, USBR WITNESS
 AE0655'POST, AND BENCH MARK P 644 1942 (AZI. MK.) WERE RECOVERED AND
 AE0655'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS FOUND
 AE0655'TO BE DESTROYED.  THE STATION MARK IS NOW ABOUT 4 INCHES
 AE0655'BELOW THE SURFACE OF THE ROAD.  REFERENCE MARK NO. 1 IS ABOUT
 AE0655'10 INCHES BELOW THE SURFACE OF GROUND.  ALL OTHER MARKS WERE
 AE0655'FOUND TO BE AS DESCRIBED IN THE 1946 RECOVERY NOTE DESCRIPTION.
 AE0655'
 AE0655'THE STATION WAS REACHED FROM THE POST OFFICE IN SULLIVAN
 AE0655'BY GOING WEST ON U.S. HIGHWAY 83 FOR 0.8 MILE TO THE STARR-HIDALGO
 AE0655'COUNTY LINE, THENCE CONTINUED WEST ON THE HIGHWAY FOR 0.4 MILE
 AE0655'TO A SIDE ROAD ON THE RIGHT.  THENCE NORTH ON A SANDY ROAD
 AE0655'FOR 0.7 MILE TO BENCH MARK P 644 1942 (AZI. MK.) ON THE RIGHT.
 AE0655'KEEP STRAIGHT AHEAD, NORTH, FOR 0.2 MILE TO THE STATION.
 AE0655
 AE0655                          STATION RECOVERY (1965)
 AE0655
 AE0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0655'2.2 MI NW FROM SULLIVAN CITY.
 AE0655'TO REACH FROM SULLIVAN CITY POST OFFICE, GO WEST 1.3 MILES ON U.S.
 AE0655'HIGHWAY 83 TO COUNTY ROAD NORTH.  PROCEED NORTH 0.9 MILE TO STATION
 AE0655'SITE ABOUT 650 FEET NORTH OF A DOUBLE POLE POWER LINE XING ROAD.  RM
 AE0655'NO. 2 IS 23.3 FEET SOUTH OF T-FENCE E. IN FENCELINE 29 FEET E OF
 AE0655'CENTER LINE OF ROAD.  NOTE-- RM FORDYCE IS 70 FEET WEST OF RM NO 2,
 AE0655'BURIED ABOUT 1 FEET IN LOOSE SAND.  STATION MARK IS APPARENTLY
 AE0655'DESTROYED BECAUSE ELEVATION AT MEASURED SITE IS ABOUT 1.5 FEET BELOW
 AE0655'THAT GIVEN BY U.S.C. AND G.S. IN LINE NO. 122 TEXAS.
 AE0655
 AE0655                          STATION RECOVERY (1969)
 AE0655
 AE0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AE0655'THE STATION MARK, REFERENCE MARK 2 AND P 644 (USC AND GS) BM
 AE0655'WERE FOUND IN GOOD CONDITION.  THE TOP OF REFERENCE MARK 1
 AE0655'WAS FOUND DESTROYED BY FARM EQUIPEMENT.  USBR WITNESS POST
 AE0655'WAS FOUND BROKEN OFF.  THE STATION MARK IS NOW LEVEL WITH THE
 AE0655'ROAD AND PROBABLY WILL BE DESTROYED BY ROAD GRADING BEFORE TOO
 AE0655'LONG.  THE MARK WAS LEFT INTACT BUT A NEW STATION FORDYCE 2
 AE0655'1969 WAS ESTABLISHED.  FOR ANY INFORMATION PLEASE REFER TO
 AE0655'THE DESCRIPTION OF FORDYCE 2 1969.
 AE0655'
 AE0655'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AE0655'
 AE0655'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 AE0655'WEST OF SULLIVAN CITY
 AE0655
 AE0655                          STATION RECOVERY (1981)
 AE0655
 AE0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0655'MARK NOT RECOVERED. STATION REESTABLISHED AS FORDYCE 2 1969.
 AE0655
 AE0655                          STATION RECOVERY (1987)
 AE0655
 AE0655'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1263 ***********************************************************************
 AE1263  DESIGNATION -  FORDYCE 2
 AE1263  PID         -  AE1263
 AE1263  STATE/COUNTY-  TX/STARR
 AE1263  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1263
 AE1263                         *CURRENT SURVEY CONTROL
 AE1263  ___________________________________________________________________
 AE1263* NAD 83(1993)-  26 17 48.98512(N)    098 34 45.25509(W)     ADJUSTED  
 AE1263* NAVD 88     -        72.197  (meters)     236.87   (feet)  ADJUSTED  
 AE1263  ___________________________________________________________________
 AE1263  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AE1263  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE1263  DYNAMIC HT  -          72.077 (meters)     236.47  (feet)  COMP
 AE1263  MODELED GRAV-     978,987.9   (mgal)                       NAVD 88
 AE1263
 AE1263  HORZ ORDER  -  SECOND
 AE1263  VERT ORDER  -  FIRST     CLASS II
 AE1263
 AE1263.The horizontal coordinates were established by classical geodetic methods
 AE1263.and adjusted by the National Geodetic Survey in February 1996..
 AE1263.No horizontal observational check was made to the station.
 AE1263
 AE1263.The orthometric height was determined by differential leveling
 AE1263.and adjusted by the National Geodetic Survey in June 1991..
 AE1263
 AE1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1263
 AE1263.The geoid height was determined by GEOID03.
 AE1263
 AE1263.The dynamic height is computed by dividing the NAVD 88
 AE1263.geopotential number by the normal gravity value computed on the
 AE1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1263.degrees latitude (g = 980.6199 gals.).
 AE1263
 AE1263.The modeled gravity was interpolated from observed gravity values.
 AE1263
 AE1263;                    North         East     Units Scale Factor Converg.
 AE1263;SPC TX S     - 5,069,833.022   292,087.210   MT  0.99996974   -0 02 09.5
 AE1263;SPC TX S     -16,633,277.17    958,289.45   sFT  0.99996974   -0 02 09.5
 AE1263;UTM  14      - 2,908,637.105   542,002.731   MT  0.99962178   +0 11 11.1
 AE1263
 AE1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1263!SPC TX S     -   0.99999243  x   0.99996974  =   0.99996217
 AE1263!UTM  14      -   0.99999243  x   0.99962178  =   0.99961421
 AE1263
 AE1263|---------------------------------------------------------------------|
 AE1263| PID    Reference Object                     Distance      Geod. Az  |
 AE1263|                                                           dddmmss.s |
 AE1263| AE1264 FORDYCE 2 RM 4                        4.252 METERS 04617     |
 AE1263| AE0654 P 644                               294.317 METERS 18847     |
 AE1263| AE0655 FORDYCE                               7.540 METERS 22128     |
 AE1263|---------------------------------------------------------------------|
 AE1263
 AE1263                          SUPERSEDED SURVEY CONTROL
 AE1263
 AE1263  NAD 83(1986)-  26 17 48.98958(N)    098 34 45.21765(W) AD(       ) 2
 AE1263  NAD 27      -  26 17 47.73668(N)    098 34 44.13423(W) AD(       ) 2
 AE1263  NGVD 29 (07/19/86)   72.85   (m)          239.0    (f) LEVELING    3  
 AE1263
 AE1263.Superseded values are not recommended for survey control.
 AE1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1263.See file dsdata.txt to determine how the superseded data were derived.
 AE1263
 AE1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4200308637(NAD 83)
 AE1263_MARKER: DS = TRIANGULATION STATION DISK
 AE1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1263_SP_SET: CONCRETE POST
 AE1263_STAMPING: FORDYCE 2 1969
 AE1263_MARK LOGO: CGS   
 AE1263_PROJECTION: FLUSH
 AE1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1263+STABILITY: SURFACE MOTION
 AE1263
 AE1263  HISTORY     - Date     Condition        Report By
 AE1263  HISTORY     - 1969     MONUMENTED       CGS
 AE1263  HISTORY     - 1981     GOOD             NGS
 AE1263  HISTORY     - 20060319 MARK NOT FOUND   USPSQD
 AE1263
 AE1263                          STATION DESCRIPTION
 AE1263
 AE1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AE1263'ABOUT 1-1/2 MILES WEST OF SULLIVAN CITY, 1 MILE WEST OF THE
 AE1263'STARR-HIDALGO COUNTY LINE, 18 FEET EAST OF THE CENTERLINE OF A
 AE1263'GRADED ROAD, 10 FEET WEST OF A T-FENCE CORNER, 10 FEET WEST
 AE1263'OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 AE1263'PROJECTS 5 INCHES AND THE DISK IS STAMPED FORDYCE 2 1969.
 AE1263'
 AE1263'TO REACH THE STATION FROM THE SULLIVAN CITY POST OFFICE, GO WEST
 AE1263'ON U.S. HIGHWAY 83 FOR 0.8 MILE TO THE STARR-HIDALGO COUNTY LINE.
 AE1263'CONTINUE WEST ON THE HIGHWAY FOR 0.4 MILE TO A GRADED ROAD.
 AE1263'TURN RIGHT ON THE GRADED ROAD AND GO NORTH FOR 0.7 MILE TO P 644
 AE1263'(USC AND GS) BM ON THE RIGHT.  CONTINUE NORTH ON THE ROAD FOR
 AE1263'0.2 MILE TO THE STATION ON THE RIGHT.
 AE1263'
 AE1263'REFERENCE MARK 2 IS 27 FEET EAST OF THE CENTERLINE OF THE ROAD,
 AE1263'22 FEET SOUTHEAST OF THE WITNESS POST, 24 FEET SOUTH OF THE
 AE1263'FENCE CORNER AND IN A NORTH-SOUTH FENCE.  THE MONUMENT PROJECTS
 AE1263'2 INCHES AND THE DISK IS STAMPED FORDYCE NO 2 1946 1917.
 AE1263'
 AE1263'REFERENCE MARK 4 IS 25 FEET EAST OF THE CENTERLINE OF THE ROAD,
 AE1263'15 FEET NORTHEAST OF THE WITNESS POST, 8 FEET NORTH OF THE FENCE
 AE1263'CORNER AND 1 FOOT WEST OF THE FENCE.  THE MONUMENT PROJECTS 4
 AE1263'INCHES AND THE DISK IS STAMPED FORDYCE 2 NO 4 1969.
 AE1263'
 AE1263'P 644 (USC AND GS) BM IS A STANDARD BENCH MARK DISK STAMPED
 AE1263'P 644 1942 SET IN THE TOP OF A 6 X 6 INCH SQUARE CONCRETE POST WHICH
 AE1263'PROJECTS 8 INCHES.  IT IS 92 FEET NORTH OF A FENCE CORNER, 26 FEET
 AE1263'EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF A METAL
 AE1263'WITNESS POST AND IN A NORTH-SOUTH FENCE.
 AE1263'
 AE1263'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AE1263
 AE1263                          STATION RECOVERY (1981)
 AE1263
 AE1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1263'3.1 KM (1.95 MI) WEST FROM SULLIVAN CITY.
 AE1263'3.1 KM (1.95 MI) WEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AE1263'ROAD 886 SOUTH AT SULLIVAN CITY, THENCE 1.6 KM (1.0 MI) NORTH ALONG A
 AE1263'DIRT ROAD, 5.8 METERS (19.0 FT) EAST OF THE DIRT ROAD, 7.3 METERS
 AE1263'(23.9 FT) SOUTH SOUTHWEST OF A METAL UNDERGROUND TELEPHONE CABLE
 AE1263'WARNING SIGN, 3.1 METERS (10.3 FT) WEST SOUTHWEST OF A CORNER FENCE
 AE1263'POST, 2.9 METERS (9.6 FT) WEST OF A FENCE LINE, AND 4.3 METERS
 AE1263'(14.0 FT) SOUTHWEST OF RM 4.
 AE1263'THE MARK IS 3.71 METERS  SW FROM A WITNESS POST.
 AE1263'THE MARK IS 0.3 M ABOVE ROAD.
 AE1263
 AE1263                          STATION RECOVERY (2006)
 AE1263
 AE1263'RECOVERY NOTE BY US POWER SQUADRON 2006 (KEP)
 AE1263'NOT FOUND, HWY 83 HAS BEEN WIDENED TO A 4-LANE DIVIDED HIGHWAY. DIRT
 AE1263'ROAD HAS BEEN WIDENED, AND APPROX 3 FT OF DIRT HAS BEEN PILED ALONG
 AE1263'THE EAST SIDE OF DIRT ROAD, DIRT PILE EXTENDS FROM THE EDGE OF THE
 AE1263'ROAD BED TO THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1264 ***********************************************************************
 AE1264  DESIGNATION -  FORDYCE 2 RM 4
 AE1264  PID         -  AE1264
 AE1264  STATE/COUNTY-  TX/STARR
 AE1264  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1264
 AE1264                         *CURRENT SURVEY CONTROL
 AE1264  ___________________________________________________________________
 AE1264* NAD 83(1986)-  26 17 48.     (N)    098 34 45.     (W)     SCALED    
 AE1264* NAVD 88     -        72.436  (meters)     237.65   (feet)  ADJUSTED  
 AE1264  ___________________________________________________________________
 AE1264  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE1264  DYNAMIC HT  -          72.316 (meters)     237.26  (feet)  COMP
 AE1264  MODELED GRAV-     978,987.9   (mgal)                       NAVD 88
 AE1264
 AE1264  VERT ORDER  -  FIRST     CLASS II
 AE1264
 AE1264.The horizontal coordinates were scaled from a topographic map and have
 AE1264.an estimated accuracy of +/- 6 seconds.
 AE1264
 AE1264.The orthometric height was determined by differential leveling
 AE1264.and adjusted by the National Geodetic Survey in June 1991..
 AE1264
 AE1264.The geoid height was determined by GEOID03.
 AE1264
 AE1264.The dynamic height is computed by dividing the NAVD 88
 AE1264.geopotential number by the normal gravity value computed on the
 AE1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1264.degrees latitude (g = 980.6199 gals.).
 AE1264
 AE1264.The modeled gravity was interpolated from observed gravity values.
 AE1264
 AE1264;                    North         East    Units  Estimated Accuracy
 AE1264;SPC TX S     - 5,069,800.      292,090.      MT  (+/- 180 meters Scaled)
 AE1264
 AE1264                          SUPERSEDED SURVEY CONTROL
 AE1264
 AE1264.No superseded survey control is available for this station.
 AE1264
 AE1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ420086(NAD 83)
 AE1264_MARKER: DR = REFERENCE MARK DISK
 AE1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1264_SP_SET: CONCRETE POST
 AE1264_STAMPING: FORDYCE 2 NO. 4 1969
 AE1264_MARK LOGO: CGS   
 AE1264_PROJECTION: FLUSH
 AE1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1264+STABILITY: SURFACE MOTION
 AE1264
 AE1264  HISTORY     - Date     Condition        Report By
 AE1264  HISTORY     - 1969     MONUMENTED       CGS
 AE1264  HISTORY     - 1981     GOOD             NGS
 AE1264  HISTORY     - 20060319 MARK NOT FOUND   USPSQD
 AE1264
 AE1264                          STATION DESCRIPTION
 AE1264
 AE1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1264'3.1 KM (1.95 MI) WEST FROM SULLIVAN CITY.
 AE1264'3.1 KM (1.95 MI) WEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AE1264'ROAD 886 SOUTH AT SULLIVAN CITY, THENCE 1.6 KM (1.0 MI) NORTH ALONG A
 AE1264'DIRT ROAD, 8.2 METERS (27.0 FT) EAST OF THE CENTER OF THE DIRT ROAD,
 AE1264'3.5 METERS (11.5 FT) SOUTH OF A METAL UNDERGROUND TELEPHONE CABLE
 AE1264'WARNING SIGN, 4.3 METERS (14.0 FT) NORTHEAST OF TRANGULATION STATION
 AE1264'FORDYCE 2 1969 1.4 METERS (4.5 FT) NORTH OF A CORNER FENCE POST, AND
 AE1264'1.2 METERS (4.0 FT) WEST OF A FENCE LINE.
 AE1264'THE MARK IS 1.22 METERS  NE FROM A WITNESS POST.
 AE1264'THE MARK IS 0.5 M ABOVE ROAD.
 AE1264
 AE1264                          STATION RECOVERY (2006)
 AE1264
 AE1264'RECOVERY NOTE BY US POWER SQUADRON 2006 (RL)
 AE1264'NOT FOUND, HWY 83 HAS BEEN WIDENED TO A 4-LANE DIVIDED HIGHWAY. DIRT
 AE1264'ROAD HAS BEEN WIDENED, AND APPROX 3 FT OF DIRT HAS BEEN PILED ALONG
 AE1264'THE EAST SIDE OF DIRT ROAD, DIRT PILE EXTENDS FROM THE EDGE OF THE
 AE1264'ROAD BED TO THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1265 ***********************************************************************
 AE1265  DESIGNATION -  FORDYCE RM 2
 AE1265  PID         -  AE1265
 AE1265  STATE/COUNTY-  TX/STARR
 AE1265  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1265
 AE1265                         *CURRENT SURVEY CONTROL
 AE1265  ___________________________________________________________________
 AE1265* NAD 83(1986)-  26 17 48.     (N)    098 34 45.     (W)     SCALED    
 AE1265* NAVD 88     -        72.510  (meters)     237.89   (feet)  ADJUSTED  
 AE1265  ___________________________________________________________________
 AE1265  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE1265  DYNAMIC HT  -          72.389 (meters)     237.50  (feet)  COMP
 AE1265  MODELED GRAV-     978,987.9   (mgal)                       NAVD 88
 AE1265
 AE1265  VERT ORDER  -  FIRST     CLASS II
 AE1265
 AE1265.The horizontal coordinates were scaled from a topographic map and have
 AE1265.an estimated accuracy of +/- 6 seconds.
 AE1265
 AE1265.The orthometric height was determined by differential leveling
 AE1265.and adjusted by the National Geodetic Survey in June 1991..
 AE1265
 AE1265.The geoid height was determined by GEOID03.
 AE1265
 AE1265.The dynamic height is computed by dividing the NAVD 88
 AE1265.geopotential number by the normal gravity value computed on the
 AE1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1265.degrees latitude (g = 980.6199 gals.).
 AE1265
 AE1265.The modeled gravity was interpolated from observed gravity values.
 AE1265
 AE1265;                    North         East    Units  Estimated Accuracy
 AE1265;SPC TX S     - 5,069,800.      292,090.      MT  (+/- 180 meters Scaled)
 AE1265
 AE1265                          SUPERSEDED SURVEY CONTROL
 AE1265
 AE1265.No superseded survey control is available for this station.
 AE1265
 AE1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ420086(NAD 83)
 AE1265_MARKER: DR = REFERENCE MARK DISK
 AE1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1265_SP_SET: CONCRETE POST
 AE1265_STAMPING: FORDYCE NO 2 1917 1946
 AE1265_MARK LOGO: CGS   
 AE1265_PROJECTION: FLUSH
 AE1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1265+STABILITY: SURFACE MOTION
 AE1265
 AE1265  HISTORY     - Date     Condition        Report By
 AE1265  HISTORY     - 1946     MONUMENTED       CGS
 AE1265  HISTORY     - 1981     GOOD             NGS
 AE1265  HISTORY     - 20060319 MARK NOT FOUND   USPSQD
 AE1265
 AE1265                          STATION DESCRIPTION
 AE1265
 AE1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1265'3.1 KM (1.95 MI) WEST FROM SULLIVAN CITY.
 AE1265'3.1 KM (1.95 MI) WEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AE1265'ROAD 886 SOUTH AT SULLIVAN CITY, THENCE 1.6 KM (1.0 MI) NORTH ALONG A
 AE1265'DIRT ROAD, 8.2 METERS (27.0 FT) EAST OF THE CENTER OF A DIRT ROAD,
 AE1265'7.3 METERS (24.0 FT) SOUTH OF A T-CORNER FENCE POST, 7.2 METERS
 AE1265'(23.6 FT) SOUTHEAST OF FORDYCE 2 TRIANGULATION STATION, 0.31 METERS
 AE1265'(1.0 FT) WEST OF A FENCE LINE, AND 9.8 METERS (32.2 FT) SOUTH OF
 AE1265'FORDYCE 2 RM 4.
 AE1265'THE MARK IS 8.84 METERS  S FROM A WITNESS POST.
 AE1265'THE MARK IS 0.31 M ABOVE DIRT ROAD.
 AE1265
 AE1265                          STATION RECOVERY (2006)
 AE1265
 AE1265'RECOVERY NOTE BY US POWER SQUADRON 2006 (KEP)
 AE1265'NOT FOUND, HWY 83 HAS BEEN WIDENED TO A 4-LANE DIVIDED HIGHWAY. DIRT
 AE1265'ROAD HAS BEEN WIDENED, AND APPROX 3 FT OF DIRT HAS BEEN PILED ALONG
 AE1265'THE EAST SIDE OF DIRT ROAD, DIRT PILE EXTENDS FROM THE EDGE OF THE
 AE1265'ROAD BED TO THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1593 ***********************************************************************
 AE1593  DESIGNATION -  FORDYCE USBR WIT POST 1947
 AE1593  PID         -  AE1593
 AE1593  STATE/COUNTY-  TX/STARR
 AE1593  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1593
 AE1593                         *CURRENT SURVEY CONTROL
 AE1593  ___________________________________________________________________
 AE1593* NAD 83(1993)-  26 17 48.97703(N)    098 34 45.05114(W)     ADJUSTED  
 AE1593* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 AE1593  ___________________________________________________________________
 AE1593  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AE1593  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE1593
 AE1593  HORZ ORDER  -  THIRD
 AE1593
 AE1593.The horizontal coordinates were established by classical geodetic methods
 AE1593.and adjusted by the National Geodetic Survey in February 1996..
 AE1593
 AE1593.The orthometric height was scaled from a topographic map.
 AE1593
 AE1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1593
 AE1593.The geoid height was determined by GEOID03.
 AE1593
 AE1593;                    North         East     Units Scale Factor Converg.
 AE1593;SPC TX S     - 5,069,832.769   292,092.868   MT  0.99996974   -0 02 09.4
 AE1593;SPC TX S     -16,633,276.34    958,308.02   sFT  0.99996974   -0 02 09.4
 AE1593;UTM  14      - 2,908,636.874   542,008.387   MT  0.99962179   +0 11 11.2
 AE1593
 AE1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1593!SPC TX S     -   0.99999247  x   0.99996974  =   0.99996221
 AE1593!UTM  14      -   0.99999247  x   0.99962179  =   0.99961426
 AE1593
 AE1593                          SUPERSEDED SURVEY CONTROL
 AE1593
 AE1593  NAD 83(1986)-  26 17 48.98149(N)    098 34 45.01370(W) AD(       ) 4
 AE1593  NAD 27      -  26 17 47.72859(N)    098 34 43.93028(W) AD(       ) 3
 AE1593
 AE1593.Superseded values are not recommended for survey control.
 AE1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1593.See file dsdata.txt to determine how the superseded data were derived.
 AE1593
 AE1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ4200808637(NAD 83)
 AE1593_MARKER: B = BOLT
 AE1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1593_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1593+STABILITY: SURFACE MOTION
 AE1593
 AE1593  HISTORY     - Date     Condition        Report By
 AE1593  HISTORY     - 1947     MONUMENTED       CGS
 AE1593
 AE1593                          STATION DESCRIPTION
 AE1593
 AE1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AE1593'STATION FORDYCE IS LOCATED ABOUT 17 MILES WEST OF MISSION, 1-1/2
 AE1593'MILES WEST OF SULLIVAN CITY AND ABOUT 1 MILE WEST OF THE
 AE1593'STARR-HIDALGO COUNTY LINE.  IT IS 5 FEET WEST OF THE APPROXIMATE
 AE1593'CENTERLINE OF A DIRT ROAD, 33 FEET SOUTHWEST OF A T INTERSECTION
 AE1593'OF TWO FENCE LINES.
 AE1593'
 AE1593'USBR WITNESS POST IS 39.18 FEET NORTHEAST OF STATION FORDYCE.  IT
 AE1593'IS 8 FEET EAST OF A FENCE INTERSECTION AND 2 FEET WEST OF A
 AE1593'2 X 4 INCH WHITE, WOOD WITNESS POST.  THE MARK IS A 4 X 4
 AE1593'INCH CONCRETE POST WITH A BOLT IMBEDDED IN THE TOP.  THE MARK
 AE1593'IS FLUSH AND THE BOLT HAS A SMALL HOLE PUNCHED IN IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6744 ***********************************************************************
 AW6744  DESIGNATION -  FOREST
 AW6744  PID         -  AW6744
 AW6744  STATE/COUNTY-  TX/HARRIS
 AW6744  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6744
 AW6744                         *CURRENT SURVEY CONTROL
 AW6744  ___________________________________________________________________
 AW6744* NAD 83(1993)-  29 50 33.82471(N)    095 28 34.97233(W)     ADJUSTED  
 AW6744* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 AW6744  ___________________________________________________________________
 AW6744  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW6744  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AW6744
 AW6744  HORZ ORDER  -  FIRST
 AW6744
 AW6744.The horizontal coordinates were established by classical geodetic methods
 AW6744.and adjusted by the National Geodetic Survey in February 1996..
 AW6744
 AW6744.The orthometric height was scaled from a topographic map.
 AW6744
 AW6744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6744
 AW6744.The geoid height was determined by GEOID03.
 AW6744
 AW6744;                    North         East     Units Scale Factor Converg.
 AW6744;SPC TXSC     - 4,227,825.648   940,430.923   MT  0.99990239   +1 43 34.6
 AW6744;SPC TXSC     -13,870,791.31  3,085,397.12   sFT  0.99990239   +1 43 34.6
 AW6744;UTM  15      - 3,303,932.591   260,745.187   MT  1.00030632   -1 13 58.4
 AW6744
 AW6744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6744!SPC TXSC     -   1.00000024  x   0.99990239  =   0.99990263
 AW6744!UTM  15      -   1.00000024  x   1.00030632  =   1.00030656
 AW6744
 AW6744|---------------------------------------------------------------------|
 AW6744| PID    Reference Object                     Distance      Geod. Az  |
 AW6744|                                                           dddmmss.s |
 AW6744| CV7167 FOREST RM 1                          26.774 METERS 09022     |
 AW6744| CV7166 FOREST AZ MK                                       2555124.2 |
 AW6744| CV7168 FOREST RM 2                          25.116 METERS 34034     |
 AW6744|---------------------------------------------------------------------|
 AW6744
 AW6744                          SUPERSEDED SURVEY CONTROL
 AW6744
 AW6744  NAD 83(1986)-  29 50 33.83930(N)    095 28 34.95378(W) AD(       ) 1
 AW6744  NAD 27      -  29 50 33.02549(N)    095 28 34.16731(W) AD(       ) 1
 AW6744
 AW6744.Superseded values are not recommended for survey control.
 AW6744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6744.See file dsdata.txt to determine how the superseded data were derived.
 AW6744
 AW6744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6074503933(NAD 83)
 AW6744_MARKER: DS = TRIANGULATION STATION DISK
 AW6744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6744
 AW6744  HISTORY     - Date     Condition        Report By
 AW6744  HISTORY     - 1968     MONUMENTED       CGS
 AW6744
 AW6744                          STATION DESCRIPTION
 AW6744
 AW6744'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6744'THE STATION IS LOCATED IN A SECTION KNOWN AS FOREST WEST, IN THE
 AW6744'NORTHEAST CORNER OF THE FOREST WEST PARK, ABOUT 8-3/4 MILES
 AW6744'NORTHWEST OF THE CENTER OF HOUSTON, 1-3/4 MILES NORTHEAST OF U.S.
 AW6744'HIGHWAY 290, 0.2 MILE WEST OF THE INTERSECTION OF ANTOINE
 AW6744'DRIVE AND GOLDEN FOREST STREET AND ON PROPERTY OF THE CITY OF
 AW6744'HOUSTON.
 AW6744'
 AW6744'THE STATION MARK IS A STANDARD DISK STAMPED FOREST 1968, SET IN THE
 AW6744'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6744'GROUND.  IT IS 90.5 FEET SOUTH OF THE CENTER OF GOLDEN FOREST
 AW6744'STREET, 68.6 FEET SOUTH OF METAL STREET LAMP POLE NO. 21737, 68.7
 AW6744'FEET SOUTH OF A METAL WITNESS POST AND 36.7 FEET SOUTHEAST OF THE
 AW6744'SOUTH END OF A BACKSTOP.
 AW6744'
 AW6744'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FOREST NO 1 1968, SET IN
 AW6744'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6744'GROUND.  IT IS 112 FEET EAST-SOUTHEAST OF THE SOUTH END OF THE
 AW6744'BACKSTOP, 110 FEET SOUTHEAST OF THE METAL STREET LAMP POLE AND
 AW6744'75.6 FEET SOUTH OF THE CENTER OF GOLDEN FOREST STREET.
 AW6744'
 AW6744'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FOREST NO 2 1968,
 AW6744'CEMENTED IN A DRILL HOLE IN THE SOUTH CONCRETE CURB OF GOLDEN FOREST
 AW6744'STREET AND IT PROJECTS ABOUT 6 INCHES ABOVE THE ROAD SURFACE.  IT
 AW6744'IS 31.3 FEET WEST OF THE METAL STREET LAMP POLE, 29.6 FEET WEST OF
 AW6744'THE METAL WITNESS POST, 27.5 FEET NORTH OF THE WEST END OF THE
 AW6744'BACKSTOP AND 20.3 FEET SOUTH OF THE CENTER OF GOLDEN FOREST
 AW6744'STREET.
 AW6744'
 AW6744'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FOREST 1968, CEMENTED
 AW6744'IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE STORM DRAIN WHICH
 AW6744'PROJECTS ABOUT 8 INCHES ABOVE THE ROAD SURFACE.  IT IS 53 FEET
 AW6744'SOUTH OF METAL STREET LAMP POLE NO. 25915, 20.6 FEET EAST OF THE
 AW6744'CENTER OF LOST FOREST STREET, 10.2 FEET SOUTH-SOUTHWEST OF THE
 AW6744'CENTER OF A METAL MANHOLE COVER AND 0.6 OF A FOOT EAST OF THE
 AW6744'EAST CONCRETE CURB OF LOST FOREST STREET.
 AW6744'
 AW6744'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GOLDEN FOREST
 AW6744'STREET FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 AW6744'LOST FOREST STREET FOR 0.1 MILE TO THE MARK ON THE LEFT.
 AW6744'
 AW6744'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1419 ***********************************************************************
 DM1419  DESIGNATION -  FOREST GROVE
 DM1419  PID         -  DM1419
 DM1419  STATE/COUNTY-  TX/LAMAR
 DM1419  USGS QUAD   -  PAT MAYSE LAKE EAST (1980)
 DM1419
 DM1419                         *CURRENT SURVEY CONTROL
 DM1419  ___________________________________________________________________
 DM1419* NAD 83(1993)-  33 51 57.98402(N)    095 37 02.88982(W)     ADJUSTED  
 DM1419* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 DM1419  ___________________________________________________________________
 DM1419  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DM1419  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DM1419
 DM1419  HORZ ORDER  -  THIRD
 DM1419
 DM1419.The horizontal coordinates were established by classical geodetic methods
 DM1419.and adjusted by the National Geodetic Survey in February 1996..
 DM1419
 DM1419.The orthometric height was scaled from a topographic map.
 DM1419
 DM1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1419
 DM1419.The geoid height was determined by GEOID03.
 DM1419
 DM1419;                    North         East     Units Scale Factor Converg.
 DM1419;SPC TXNC     - 2,247,564.366   866,678.533   MT  0.99997350   +1 34 19.6
 DM1419;SPC TXNC     - 7,373,884.09  2,843,427.82   sFT  0.99997350   +1 34 19.6
 DM1419;UTM  15      - 3,750,393.567   257,871.621   MT  1.00032278   -1 27 33.5
 DM1419
 DM1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1419!SPC TXNC     -   0.99997944  x   0.99997350  =   0.99995294
 DM1419!UTM  15      -   0.99997944  x   1.00032278  =   1.00030221
 DM1419
 DM1419|---------------------------------------------------------------------|
 DM1419| PID    Reference Object                     Distance      Geod. Az  |
 DM1419|                                                           dddmmss.s |
 DM1419| CY1854 FOREST GROVE RM 1                    26.002 METERS 10251     |
 DM1419| DM1421 PTS 21 USE 1951                      74.038 METERS 11312     |
 DM1419| CY1853 FOREST GROVE AZ MK                                 1144834.2 |
 DM1419| DM1418 CAMP MAXEY STACK                    APPROX.12.2 KM 1434414.2 |
 DM1419| DM1416 CAMP MAXEY WATER TANK               APPROX.11.3 KM 1474118.3 |
 DM1419| CY1855 FOREST GROVE RM 2                    44.249 METERS 24309     |
 DM1419|---------------------------------------------------------------------|
 DM1419
 DM1419                          SUPERSEDED SURVEY CONTROL
 DM1419
 DM1419  NAD 83(1993)-  33 51 57.98392(N)    095 37 02.88884(W) AD(       ) 3
 DM1419  NAD 83(1986)-  33 51 57.98980(N)    095 37 02.87880(W) AD(       ) 3
 DM1419  NAD 27      -  33 51 57.61900(N)    095 37 02.00900(W) AD(       ) 3
 DM1419
 DM1419.Superseded values are not recommended for survey control.
 DM1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1419.See file dsdata.txt to determine how the superseded data were derived.
 DM1419
 DM1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT5787250394(NAD 83)
 DM1419_MARKER: DS = TRIANGULATION STATION DISK
 DM1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1419
 DM1419  HISTORY     - Date     Condition        Report By
 DM1419  HISTORY     - 1951     MONUMENTED       CGS
 DM1419  HISTORY     - 1957     GOOD             CGS
 DM1419  HISTORY     - 19950607 GOOD             USPSQD
 DM1419  HISTORY     - 20020123 MARK NOT FOUND   INDIV
 DM1419
 DM1419                          STATION DESCRIPTION
 DM1419
 DM1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1419'STATION IS LOCATED ABOUT 6-1/2 MILES WEST OF ARTHUR CITY, 2-3/4
 DM1419'MILES SOUTH OF THE RED RIVER, AND IN THE SMALL VILLAGE OF FOREST
 DM1419'GROVE.  IT IS IN THE NORTHWEST CORNER OF THE INTERSECTION
 DM1419'OF FARM ROAD 197 AND MAYO ROAD, 65 FEET SOUTH OF THE APPROXIMATE
 DM1419'CENTER LINE OF FARM ROAD 197, 55 FEET WEST OF THE APPROXIMATE
 DM1419'CENTER LINE OF MAYO ROAD, 59 FEET NORTHWEST OF THE WEST END
 DM1419'OF A STONE RETAINING WALL OF A CULVERT, AND 12 FEET SOUTH OF A
 DM1419'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 DM1419'DISC IS STAMPED, FOREST GROVE 1951.
 DM1419'
 DM1419'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE APPROXIMATE CENTER
 DM1419'LINE OF MAYO ROAD, AND 25-1/2 FEET WEST OF THE SOUTHWEST
 DM1419'CORNER OF REIDS STORE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 DM1419'DISC IS STAMPED, FOREST GROVE NO 1 1951.
 DM1419'
 DM1419'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE APPROXIMATE CENTER
 DM1419'LINE OF FARM ROAD 197, 55 FEET WEST OF A LARGE OAK TREE.
 DM1419'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 DM1419'FOREST GROVE NO 2 1951.
 DM1419'
 DM1419'AZIMUTH MARK IS ABOUT 150 YARDS EAST OF FOREST GROVE COMMUNITY
 DM1419'HALL, 50 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF FARM
 DM1419'ROAD 197, 2 FEET SOUTHWEST OF A WHITE WITNESS POST AND 3 FEET
 DM1419'NORTHWEST OF A LARGE OAK TREE.  THE MARK PROJECTS ABOUT 6
 DM1419'INCHES AND THE DISC IS STAMPED, FOREST GROVE 1951.
 DM1419'
 DM1419'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 271
 DM1419'AND FARM ROAD 197 IN ARTHUR CITY, BY GOING WESTERLY ON FARM ROAD
 DM1419'197 FOR 6.9 MILES TO THE END OF THE PAVED ROAD AND THE STATION
 DM1419'ON THE RIGHT AS DESCRIBED ABOVE.
 DM1419'
 DM1419'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 DM1419'FARM ROAD 197 FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED
 DM1419'ABOVE.
 DM1419'
 DM1419'A NINTY FOOT SIGNAL AT POWDERLY WAS VISIBLE AT 50 FEET.
 DM1419'
 DM1419'A SEVENTY SEVEN FOOT SIGNAL AT CAVINESS WAS VISIBLE AT 50 FEET.
 DM1419'
 DM1419'A TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION P.T.S.21
 DM1419'AND THE DISTANCE AND DIRECTION NOTED.  THIS MARK IS A 12
 DM1419'BY 12 INCH CONCRETE POST THAT PROJECTS ABOUT 8 INCHES WITH A
 DM1419'BRONZE DISC IN THE CENTER THAT IS MARKED, PRIMARY TRAVERSE
 DM1419'STATION 2 TT 49 PTS 21 ENGR TOPO CO.  IT IS LOCATED AT THE
 DM1419'SOUTHEAST CORNER OF THE LOT OF REIDS STORE, ABOUT 30 FEET NORTH
 DM1419'OF THE APPROXIMATE CENTERLINE OF FARM ROAD 197, AND ABOUT 8
 DM1419'FEET WEST OF A LARGE OAK TREE
 DM1419'
 DM1419'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DM1419
 DM1419                          STATION RECOVERY (1957)
 DM1419
 DM1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1419'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1419'FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT THAT STATION
 DM1419'IS APPROXIMATELY 65 FEET NORTH OF F.M. 197 INSTEAD OF SOUTH.
 DM1419
 DM1419                          STATION RECOVERY (1995)
 DM1419
 DM1419'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1419'RECOVERED IN GOOD CONDITION.
 DM1419
 DM1419                          STATION RECOVERY (2002)
 DM1419
 DM1419'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KKW)
 DM1419'NO EVIDENCE OF MARK WAS FOUND USING BOTH HAND HELD GPS AND AZIMUTH AND
 DM1419'DISTANCE FROM RM 1 (WHICH WAS RECOVERED IN GOOD CONDITION.  THE NORTH
 DM1419'SIDE AND SOUTH SIDE OF FM 197 WAS SEARCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2948 ***********************************************************************
 CS2948  DESIGNATION -  FOREST HILL USPH SERV HOSP STK
 CS2948  PID         -  CS2948
 CS2948  STATE/COUNTY-  TX/TARRANT
 CS2948  USGS QUAD   -  FORT WORTH (1981)
 CS2948
 CS2948                         *CURRENT SURVEY CONTROL
 CS2948  ___________________________________________________________________
 CS2948* NAD 83(1993)-  32 40 52.87208(N)    097 17 17.36898(W)     ADJUSTED  
 CS2948* NAVD 88     -                                                        
 CS2948  ___________________________________________________________________
 CS2948  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 CS2948  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS2948
 CS2948  HORZ ORDER  -  THIRD
 CS2948
 CS2948.The horizontal coordinates were established by classical geodetic methods
 CS2948.and adjusted by the National Geodetic Survey in February 1996..
 CS2948
 CS2948
 CS2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2948
 CS2948.The geoid height was determined by GEOID03.
 CS2948
 CS2948;                    North         East     Units Scale Factor Converg.
 CS2948;SPC TXNC     - 2,113,174.144   713,641.221   MT  0.99989337   +0 39 39.4
 CS2948;SPC TXNC     - 6,932,972.17  2,341,337.91   sFT  0.99989337   +0 39 39.4
 CS2948;UTM  14      - 3,617,257.498   660,495.520   MT  0.99991763   +0 55 28.3
 CS2948
 CS2948                          SUPERSEDED SURVEY CONTROL
 CS2948
 CS2948  NAD 83(1986)-  32 40 52.87624(N)    097 17 17.35126(W) AD(       ) 4
 CS2948  NAD 27      -  32 40 52.39800(N)    097 17 16.29900(W) AD(       ) 3
 CS2948
 CS2948.Superseded values are not recommended for survey control.
 CS2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2948.See file dsdata.txt to determine how the superseded data were derived.
 CS2948
 CS2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6049617257(NAD 83)
 CS2948_MARKER: 63 = STACK
 CS2948
 CS2948  HISTORY     - Date     Condition        Report By
 CS2948  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2948  HISTORY     - 19970305 GOOD             USPSQD
 CS2948
 CS2948                          STATION DESCRIPTION
 CS2948
 CS2948'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2948'LOCATED AT THE WEST EDGE OF FORREST HILL, A SUBURB SOUTHEAST
 CS2948'OF THE CITY OF FT WORTH, APPROX. 6-1/2 MILES FROM THE CITY
 CS2948'CENTER.  THE STACK IS OF A CREAM COLORED BRICK ABOUT 60 FT.
 CS2948'HIGH AND APPROX. 11 FT. SQUARE AT THE TOP.  IT IS AT THE
 CS2948'NORTHERN EDGE OF A GROUP OF BUILDINGS, THE MOST NORTHERLY
 CS2948'OF SEVERAL GROUPS.
 CS2948'
 CS2948'REACHED FROM THE JUNCTION OF U.S. 80 AND U.S. 287, BY GOING
 CS2948'SOUTH AND SOUTHEAST ON U.S. HIGHWAY 287 FOR 5.1 MILE TO A
 CS2948'SIDE ROAD TO THE RIGHT.  TURN RIGHT AND GO 0.6 MILE TO THE
 CS2948'GATE AT THE ENTRANCE OF THE HOSPITAL GROUNDS.  THE STACK
 CS2948'IS ABOUT 0.1 MILE WEST OF THIS GATE.
 CS2948
 CS2948                          STATION RECOVERY (1997)
 CS2948
 CS2948'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1386 ***********************************************************************
 DN1386  DESIGNATION -  FORESTBURG
 DN1386  PID         -  DN1386
 DN1386  STATE/COUNTY-  TX/MONTAGUE
 DN1386  USGS QUAD   -  FORESTBURG (1978)
 DN1386
 DN1386                         *CURRENT SURVEY CONTROL
 DN1386  ___________________________________________________________________
 DN1386* NAD 83(1993)-  33 32 00.34134(N)    097 33 48.77046(W)     ADJUSTED  
 DN1386* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 DN1386  ___________________________________________________________________
 DN1386  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 DN1386  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DN1386
 DN1386  HORZ ORDER  -  THIRD
 DN1386
 DN1386.The horizontal coordinates were established by classical geodetic methods
 DN1386.and adjusted by the National Geodetic Survey in February 1996..
 DN1386
 DN1386.The orthometric height was scaled from a topographic map.
 DN1386
 DN1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1386
 DN1386.The geoid height was determined by GEOID03.
 DN1386
 DN1386;                    North         East     Units Scale Factor Converg.
 DN1386;SPC TXNC     - 2,207,395.741   686,974.936   MT  0.99990787   +0 30 38.6
 DN1386;SPC TXNC     - 7,242,097.53  2,253,850.27   sFT  0.99990787   +0 30 38.6
 DN1386;UTM  14      - 3,711,349.128   633,379.625   MT  0.99981933   +0 47 37.1
 DN1386
 DN1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1386!SPC TXNC     -   0.99994713  x   0.99990787  =   0.99985501
 DN1386!UTM  14      -   0.99994713  x   0.99981933  =   0.99976647
 DN1386
 DN1386|---------------------------------------------------------------------|
 DN1386| PID    Reference Object                     Distance      Geod. Az  |
 DN1386|                                                           dddmmss.s |
 DN1386| CY1860 FORESTBURG RM 1                      19.493 METERS 14523     |
 DN1386| CY1861 FORESTBURG RM 2                      23.735 METERS 22442     |
 DN1386| DN1384 FORESTBURG DOW CHEM CO MAST         APPROX. 0.7 KM 2251642.2 |
 DN1386| CY1859 FORESTBURG AZ MK                                   2251853.6 |
 DN1386| DN1385 ATT CO RELAY TOWER KKO 29           APPROX. 5.7 KM 3215326.4 |
 DN1386|---------------------------------------------------------------------|
 DN1386
 DN1386                          SUPERSEDED SURVEY CONTROL
 DN1386
 DN1386  NAD 83(1993)-  33 32 00.34526(N)    097 33 48.76458(W) AD(       ) 3
 DN1386  NAD 83(1986)-  33 32 00.34601(N)    097 33 48.75759(W) AD(       ) 3
 DN1386  NAD 27      -  33 31 59.95880(N)    097 33 47.65510(W) AD(       ) 3
 DN1386
 DN1386.Superseded values are not recommended for survey control.
 DN1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1386.See file dsdata.txt to determine how the superseded data were derived.
 DN1386
 DN1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3338011349(NAD 83)
 DN1386_MARKER: DS = TRIANGULATION STATION DISK
 DN1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1386+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 DN1386
 DN1386  HISTORY     - Date     Condition        Report By
 DN1386  HISTORY     - 1956     MONUMENTED       CGS
 DN1386  HISTORY     - 1960     GOOD             CGS
 DN1386  HISTORY     - 20040819 GOOD             INDIV
 DN1386
 DN1386                          STATION DESCRIPTION
 DN1386
 DN1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1386'THE STATION IS LOCATED IN THE WEST SIDE OF FORESTBURG 220
 DN1386'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE FORESTBURG
 DN1386'SCHOOL AND 105 FEET NORTH OF THE CENTER OF FARM ROAD 455.
 DN1386'
 DN1386'THE STATION MARK IS A STANDARD DISK STAMPED FORESTBURG 1956
 DN1386'SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST WHICH IS FLUSH
 DN1386'WITH THE SURFACE OF THE GROUND.
 DN1386'
 DN1386'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FORESTBURG NO
 DN1386'1 1956 SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST WHICH
 DN1386'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS SET AT THE
 DN1386'SAME ELEVATION AS THE STATION.
 DN1386'
 DN1386'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FORESTBURG
 DN1386'NO 2 1956 SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST
 DN1386'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS SET AT
 DN1386'THE SAME ELEVATION AS THE THE STATION.
 DN1386'
 DN1386'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 91.20 FEET.
 DN1386'
 DN1386'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FORESTBURG 1956
 DN1386'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 3-FOOT
 DN1386'SQUARE CONCRETE BASE ANCHORING THE DOW CHEMICAL COMPANY RADIO
 DN1386'MAST.  IT IS 5 FEET EAST OF THE GALVANIZED TRANSMITTER SHACK.
 DN1386'
 DN1386'TO REACH THE STATION FROM THE POST OFFICE IN FORESTBURG
 DN1386'GO NORTH AND WEST FOR 0.45 MILES ON FARM ROAD 455 TO THE STATION
 DN1386'ON THE RIGHT.  THE AZIMUTH MARK CAN BE REACHED BY CONTINUING
 DN1386'0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.3 MILE
 DN1386'TO A WIRE GATE ON THE LEFT.  TURN LEFT PASSING THROUGH THE GATE
 DN1386'AND GO 0.1 MILE TO THE MARK IN THE BASE OF THE RADIO TOWER AS
 DN1386'DESCRIBED.
 DN1386
 DN1386                          STATION RECOVERY (1960)
 DN1386
 DN1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1386'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1386'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1386
 DN1386                          STATION RECOVERY (2004)
 DN1386
 DN1386'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (IJS)
 DN1386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1384 ***********************************************************************
 DN1384  DESIGNATION -  FORESTBURG DOW CHEM CO MAST
 DN1384  PID         -  DN1384
 DN1384  STATE/COUNTY-  TX/MONTAGUE
 DN1384  USGS QUAD   -  FORESTBURG (1978)
 DN1384
 DN1384                         *CURRENT SURVEY CONTROL
 DN1384  ___________________________________________________________________
 DN1384* NAD 83(1993)-  33 31 43.56865(N)    097 34 08.99226(W)     ADJUSTED  
 DN1384* NAVD 88     -                                                        
 DN1384  ___________________________________________________________________
 DN1384  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 DN1384  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DN1384
 DN1384  HORZ ORDER  -  THIRD
 DN1384
 DN1384.The horizontal coordinates were established by classical geodetic methods
 DN1384.and adjusted by the National Geodetic Survey in February 1996..
 DN1384
 DN1384
 DN1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1384
 DN1384.The geoid height was determined by GEOID03.
 DN1384
 DN1384;                    North         East     Units Scale Factor Converg.
 DN1384;SPC TXNC     - 2,206,874.416   686,457.822   MT  0.99990720   +0 30 27.6
 DN1384;SPC TXNC     - 7,240,387.15  2,252,153.70   sFT  0.99990720   +0 30 27.6
 DN1384;UTM  14      - 3,710,825.303   632,865.137   MT  0.99981764   +0 47 25.6
 DN1384
 DN1384                          SUPERSEDED SURVEY CONTROL
 DN1384
 DN1384  NAD 83(1993)-  33 31 43.57125(N)    097 34 08.98790(W) AD(       ) 4
 DN1384  NAD 83(1986)-  33 31 43.57316(N)    097 34 08.97943(W) AD(       ) 4
 DN1384  NAD 27      -  33 31 43.18300(N)    097 34 07.88000(W) AD(       ) 3
 DN1384
 DN1384.Superseded values are not recommended for survey control.
 DN1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1384.See file dsdata.txt to determine how the superseded data were derived.
 DN1384
 DN1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3286510825(NAD 83)
 DN1384_MARKER: 42 = RADIO/TV MAST
 DN1384
 DN1384  HISTORY     - Date     Condition        Report By
 DN1384  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1384  HISTORY     - 1960     GOOD             CGS
 DN1384
 DN1384                          STATION DESCRIPTION
 DN1384
 DN1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1384'THE STATION IS LOCATED ON A HIGH HILL ABOUT 0.5 MILE SOUTHWEST
 DN1384'OF FORESTBURG.  IT IS A 3 SIDED, SINGLE COLUMN, STEEL TRUSSWORK
 DN1384'STRUCTURE HELD IN PLACE BY GUY CABLES AND HAS AN OVERALL HEIGHT
 DN1384'OF 280 FEET.
 DN1384'
 DN1384'THE POINT OBSERVED WAS A RED LIGHT AT THE TOP OF MAST.
 DN1384'
 DN1384'TO REACH THE STATION FROM THE POST OFFICE IN FORESTBURG, GO
 DN1384'NORTH AND WEST ON FARM ROAD 455 FOR 0.6 MILE TO A SIDE ROAD
 DN1384'ON THE LEFT, TURN LEFT AND GO SOUTH FOR 0.2 MILE TO STATION
 DN1384'ON THE LEFT.
 DN1384
 DN1384                          STATION RECOVERY (1960)
 DN1384
 DN1384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1384'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1384'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0155 ***********************************************************************
 CE0155  DESIGNATION -  FORK
 CE0155  PID         -  CE0155
 CE0155  STATE/COUNTY-  TX/EL PASO
 CE0155  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0155
 CE0155                         *CURRENT SURVEY CONTROL
 CE0155  ___________________________________________________________________
 CE0155* NAD 83(1993)-  31 48 49.14793(N)    106 12 45.31526(W)     ADJUSTED  
 CE0155* NAVD 88     -      1226.307  (meters)    4023.31   (feet)  ADJUSTED  
 CE0155  ___________________________________________________________________
 CE0155  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 CE0155  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CE0155  DYNAMIC HT  -        1224.439 (meters)    4017.18  (feet)  COMP
 CE0155  MODELED GRAV-     979,073.5   (mgal)                       NAVD 88
 CE0155
 CE0155  HORZ ORDER  -  THIRD
 CE0155  VERT ORDER  -  FIRST     CLASS II
 CE0155
 CE0155.The horizontal coordinates were established by classical geodetic methods
 CE0155.and adjusted by the National Geodetic Survey in February 1996..
 CE0155
 CE0155.The orthometric height was determined by differential leveling
 CE0155.and adjusted by the National Geodetic Survey in June 1991..
 CE0155
 CE0155.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0155
 CE0155.The geoid height was determined by GEOID03.
 CE0155
 CE0155.The dynamic height is computed by dividing the NAVD 88
 CE0155.geopotential number by the normal gravity value computed on the
 CE0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0155.degrees latitude (g = 980.6199 gals.).
 CE0155
 CE0155.The modeled gravity was interpolated from observed gravity values.
 CE0155
 CE0155;                    North         East     Units Scale Factor Converg.
 CE0155;SPC TX C     - 3,252,720.539   143,599.254   MT  0.99998202   -3 01 41.4
 CE0155;SPC TX C     -10,671,633.97    471,125.22   sFT  0.99998202   -3 01 41.4
 CE0155;UTM  13      - 3,520,421.031   385,229.745   MT  0.99976245   -0 38 21.5
 CE0155
 CE0155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0155!SPC TX C     -   0.99981123  x   0.99998202  =   0.99979325
 CE0155!UTM  13      -   0.99981123  x   0.99976245  =   0.99957372
 CE0155
 CE0155|---------------------------------------------------------------------|
 CE0155| PID    Reference Object                     Distance      Geod. Az  |
 CE0155|                                                           dddmmss.s |
 CE0155| CE0157 FORK 2 RM 4                                        00657     |
 CE0155| CE0156 FORK 2                               52.668 METERS 01907     |
 CE0155| CE0154 FORK RM 1                            21.118 METERS 21905     |
 CE0155| CE0152 G 180                                              2620342.2 |
 CE0155| CE0403 FORK 2 RM 5                         APPROX. 0.9 KM 2640523.8 |
 CE0155| CE0527 SITE MONITER WATER TANK             APPROX. 8.3 KM 2673008.0 |
 CE0155| CE0153 FORK RM 2                            20.132 METERS 29346     |
 CE0155|---------------------------------------------------------------------|
 CE0155
 CE0155                          SUPERSEDED SURVEY CONTROL
 CE0155
 CE0155  NAD 83(1993)-  31 48 49.15205(N)    106 12 45.31421(W) AD(       ) 3
 CE0155  NAD 83(1986)-  31 48 49.15283(N)    106 12 45.31350(W) AD(       ) 3
 CE0155  NAD 27      -  31 48 48.76000(N)    106 12 43.39000(W) AD(       ) 3
 CE0155  NGVD 29 (??/??/92) 1225.663  (m)         4021.20   (f) ADJ UNCH    1 2
 CE0155
 CE0155.Superseded values are not recommended for survey control.
 CE0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0155.See file dsdata.txt to determine how the superseded data were derived.
 CE0155
 CE0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8523020421(NAD 83)
 CE0155_MARKER: DS = TRIANGULATION STATION DISK
 CE0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0155_STAMPING: FORK 1943
 CE0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0155+STABILITY: SURFACE MOTION
 CE0155
 CE0155  HISTORY     - Date     Condition        Report By
 CE0155  HISTORY     - 1943     MONUMENTED       CGS
 CE0155  HISTORY     - 1954     GOOD             AMS
 CE0155  HISTORY     - 1956     GOOD             CGS
 CE0155  HISTORY     - 1958     GOOD             NGS
 CE0155  HISTORY     - 1972     GOOD             NGS
 CE0155  HISTORY     - 1972     GOOD             NGS
 CE0155  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0155  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0155  HISTORY     - 19920430 MARK NOT FOUND   USGS
 CE0155
 CE0155                          STATION DESCRIPTION
 CE0155
 CE0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0155'LOCATED ABOUT 10.6 MILES NE OF YSLETA AND ABOUT 2.75 MILES N,
 CE0155'ABOUT 15.5 MILES E OF THE CENTER OF EL PASO IN ROAD FORKS
 CE0155'FORMED BY U.S. HIGHWAY 62 AND A HARD-SURFACED ROAD WHICH GOES
 CE0155'SW TO YSLETA.
 CE0155'
 CE0155'STATION IS 79.30 FEET S OF THE CENTER LINE OF U.S. HIGHWAY
 CE0155'62, 76.40 FEET W OF CENTER LINE OF ROAD LEADING TO YSLETA,
 CE0155'33.55 FEET W OF F.A.P. STATION NO. 516+74.61.  A BRONZE STATION
 CE0155'DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER, STAMPED
 CE0155'FORK 1943, AND SET FLUSH WITH THE GROUND.
 CE0155'
 CE0155'REFERENCE MARK 1 IS 69.230 FEET SW OF AND ABOUT 1 FOOT HIGHER
 CE0155'THAN THE STATION.  A BRONZE REFERENCE DISK SET IN THE TOP OF
 CE0155'A 12-INCH SQUARE CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 CE0155'SURFACE, STAMPED FORK NO 1 1943.
 CE0155'
 CE0155'REFERENCE MARK 2 IS 66.080 FEET NW OF THE STATION AND AT
 CE0155'ABOUT THE SAME ELEVATION.  A STANDARD DISK SET IN THE TOP
 CE0155'OF A 12-INCH SQUARE CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 CE0155'THE SURFACE, STAMPED FORK NO 2 1943.
 CE0155'
 CE0155'AZIMUTH MARK IS 0.5 MILE W OF THE STATION ALONG U.S. HIGHWAY
 CE0155'62, 40 FEET S OF HIGHWAY, 6 FEET N OF RIGHT-OF-WAY FENCE.
 CE0155'A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A 10-INCH
 CE0155'SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE THE GROUND
 CE0155'SURFACE, STAMPED G 180 1933.
 CE0155'
 CE0155'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 80, 54, AND 62
 CE0155'NE OF THE MAIN BUSINESS DISTRICT IN EL PASO, GO N ON U.S.
 CE0155'HIGHWAYS 62 AND 54 FOR 0.7 MILE TO THE JUNCTION OF THESE
 CE0155'HIGHWAYS AT THE MASONIC HOSPITAL.  TURN RIGHT (E) ON U.S.
 CE0155'HIGHWAY 62 AND GO 15.60 MILES TO WHERE A HARD-SURFACED ROAD
 CE0155'COMES IN FROM THE RIGHT FROM YSLETA.
 CE0155'
 CE0155'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 CE0155
 CE0155                          STATION RECOVERY (1954)
 CE0155
 CE0155'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0155'THE STATION, A STANDARD TRIANGULATION-STATION DISK, STAMPED
 CE0155'FORK 1943, WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CE0155'THE STATION IS 26 FT. W-SW OF THE CENTER OF A THORN BUSH,
 CE0155'15 FT. E OF THE CENTER OF A THORN BUSH, 15 FT. N-NW OF THE
 CE0155'CENTER OF A THORN BUSH, 77 FT. N-NW TO THE CENTERLINE OF
 CE0155'HIGHWAY 62 (PLUS 1.7 FT.), AND 77 FT. E-SE TO THE CENTERLINE
 CE0155'OF YSLETA HIGHWAY (PLUS 1.8 FT.).
 CE0155'
 CE0155'REFERENCE MARK 1 WAS FOUND IN FAIR CONDITION.  REFERENCE
 CE0155'MARK 2 COULD NOT BE FOUND.  THE AZIMUTH MARK (B.M. G 180)
 CE0155'WAS NOT FOUND.
 CE0155
 CE0155                          STATION RECOVERY (1956)
 CE0155
 CE0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LWD)
 CE0155'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CE0155'IN GOOD CONDITION.  THE STATION IS NOW 6 INCHES UNDERGROUND.
 CE0155'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CE0155
 CE0155                          STATION RECOVERY (1958)
 CE0155
 CE0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CE0155'12.4 MI E FROM EL PASO.
 CE0155'ABOUT 12.4 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0155'OF LOOP 16 AT EL PASO, AT THE JUNCTION OF FARM ROAD 659, 78 FEET SOUTH
 CE0155'OF THE CENTER LINE OF THE HIGHWAY, 76 FEET NORTHWEST OF THE CENTER
 CE0155'LINE OF THE FARM ROAD, 1 1/2 FEET NORTH OF A CONCRETE WITNESS POST,
 CE0155'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 CE0155'CONCRETE POST 6 INCHES BELOW THE SURFACE OF THE GROUND. NOTE-- THIS
 CE0155'MARK IS LEANING SLIGHTLY.
 CE0155
 CE0155                          STATION RECOVERY (1972)
 CE0155
 CE0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CE0155'THE STATION WAS RECOVERED AND THE STATION MARK WAS FOUND IN
 CE0155'GOOD CONDITION.  THE REFERENCE MARKS WERE FOUND IN FAIR
 CE0155'CONDITION, AS THEY HAD BEEN HIT BY HEAVY MACHINERY AND THE
 CE0155'CONCRETE POST WAS BADLY CHIPPED.  THE AZIMUTH MARK WAS NOT
 CE0155'RECOVERED AND ITS BELIEVED THAT THE MARK HAS BEEN DESTROYED.
 CE0155'A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO THE
 CE0155'REFERENCE MARKS.
 CE0155'
 CE0155'THE STATION MARK AND REFERENCE MARKS WILL BE DESTROYED IN
 CE0155'THE NEAR FUTURE BY ROAD CONSTRUCTION.
 CE0155'
 CE0155'FORK 2 1972 WAS ESTABLISHED NORTH AND ACROSS U.S. HWYS. 62
 CE0155'AND 180 FROM THE ORIGINAL STATION.
 CE0155'
 CE0155'THE STATION WAS MOVED BY REQUEST OF THE DIST. CONSTR. ENGR.
 CE0155'OF THE TEXAS HWY. DEPT.
 CE0155'
 CE0155'FOR FUTURE REFERENCE SEE DESCRIPTION FOR FORK 2 1972.
 CE0155'
 CE0155'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EL PASO
 CE0155'17 MILES EASTERLY
 CE0155
 CE0155                          STATION RECOVERY (1972)
 CE0155
 CE0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CE0155'RECOVERED IN GOOD CONDITION.
 CE0155
 CE0155                          STATION RECOVERY (1981)
 CE0155
 CE0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CE0155'REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH DESTROYED BY ROAD
 CE0155'CONSTRUCTION.
 CE0155
 CE0155                          STATION RECOVERY (1981)
 CE0155
 CE0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0155'MARK NOT FOUND.
 CE0155
 CE0155                          STATION RECOVERY (1992)
 CE0155
 CE0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (DR)
 CE0155'SEARCHED FOR, BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0942 ***********************************************************************
 DO0942  DESIGNATION -  FORK
 DO0942  PID         -  DO0942
 DO0942  STATE/COUNTY-  TX/FOARD
 DO0942  USGS QUAD   -  BIG FOUR RANCH (1981)
 DO0942
 DO0942                         *CURRENT SURVEY CONTROL
 DO0942  ___________________________________________________________________
 DO0942* NAD 83(1993)-  33 51 18.00109(N)    099 54 23.25312(W)     ADJUSTED  
 DO0942* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 DO0942  ___________________________________________________________________
 DO0942  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DO0942  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DO0942
 DO0942  HORZ ORDER  -  SECOND
 DO0942
 DO0942.The horizontal coordinates were established by classical geodetic methods
 DO0942.and adjusted by the National Geodetic Survey in February 1996..
 DO0942
 DO0942.The orthometric height was scaled from a topographic map.
 DO0942
 DO0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0942
 DO0942.The geoid height was determined by GEOID03.
 DO0942
 DO0942;                    North         East     Units Scale Factor Converg.
 DO0942;SPC TXNC     - 2,243,544.834   469,851.902   MT  0.99997076   -0 46 01.5
 DO0942;SPC TXNC     - 7,360,696.68  1,541,505.78   sFT  0.99997076   -0 46 01.5
 DO0942;UTM  14      - 3,746,448.430   416,147.156   MT  0.99968668   -0 30 18.0
 DO0942
 DO0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0942!SPC TXNC     -   0.99992970  x   0.99997076  =   0.99990046
 DO0942!UTM  14      -   0.99992970  x   0.99968668  =   0.99961640
 DO0942
 DO0942:                Primary Azimuth Mark                     Grid Az
 DO0942:SPC TXNC     -  FORK AZ MK                               191 04 18.7
 DO0942:UTM  14      -  FORK AZ MK                               190 48 35.2
 DO0942
 DO0942|---------------------------------------------------------------------|
 DO0942| PID    Reference Object                     Distance      Geod. Az  |
 DO0942|                                                           dddmmss.s |
 DO0942| CX7213 FORK AZ MK                                         1901817.2 |
 DO0942| CX7214 FORK RM 1                            11.761 METERS 21816     |
 DO0942| CX7215 FORK RM 2                            16.809 METERS 30041     |
 DO0942|---------------------------------------------------------------------|
 DO0942
 DO0942                          SUPERSEDED SURVEY CONTROL
 DO0942
 DO0942  NAD 83(1993)-  33 51 18.00231(N)    099 54 23.25328(W) AD(       ) 2
 DO0942  NAD 83(1986)-  33 51 18.00793(N)    099 54 23.24524(W) AD(       ) 2
 DO0942  NAD 27      -  33 51 17.70415(N)    099 54 21.89236(W) AD(       ) 2
 DO0942
 DO0942.Superseded values are not recommended for survey control.
 DO0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0942.See file dsdata.txt to determine how the superseded data were derived.
 DO0942
 DO0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC1614746448(NAD 83)
 DO0942_MARKER: DS = TRIANGULATION STATION DISK
 DO0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0942
 DO0942  HISTORY     - Date     Condition        Report By
 DO0942  HISTORY     - 1967     MONUMENTED       CGS
 DO0942
 DO0942                          STATION DESCRIPTION
 DO0942
 DO0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DO0942'THE STATION IS ABOUT 13-1/2 MILES SOUTHWEST OF CROWELL, 9 MILES
 DO0942'NORTHWEST OF TRUSCOTT, 1 MILE SOUTH OF THE NORTH WICHITA RIVER, ON
 DO0942'A BRUSH COVERED HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 DO0942'VICINITY AND ON LAND OWNED BY THE BIG FOUR RANCH.
 DO0942'
 DO0942'TO REACH THE STATION FROM THE POST OFFICE IN TRUSCOTT, GO WEST ON
 DO0942'FARM ROAD 1756 FOR 3.25 MILES TO THE END OF PAVEMENT AND A SIDE ROAD
 DO0942'RIGHT.  TURN RIGHT AND GO NORTHWEST AND NORTH ON A GRAVELED
 DO0942'ROAD FOR 2.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST
 DO0942'AND WEST ON GRAVELED ROAD FOR 2.45 MILES TO A SIDE ROAD RIGHT.
 DO0942'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 2.7 MILES TO A
 DO0942'CATTLE GUARD, JUST AFTER PASSING A SIDE ROAD LEFT.  CROSS OVER THE
 DO0942'CATTLE GUARD AND CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.55
 DO0942'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.2
 DO0942'MILE TO A POINT JUST AFTER THE ROAD CURVES EAST.  AT THIS
 DO0942'POINT TURN LEFT AND GO NORTH ACROSS COUNTRY FOR 0.1 MILE TO THE
 DO0942'STATION.
 DO0942'
 DO0942'THE STATION MARK IS A STANDARD DISK, STAMPED FORK 1967, SET IN THE
 DO0942'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0942'4 INCHES ABOVE THE GROUND.  IT IS 5.6 FEET SOUTHWEST OF A WITNESS
 DO0942'POST.  THE UNDERGROUND MARK IS 34 INCHES BELOW THE GROUND SURFACE.
 DO0942'
 DO0942'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FORK NO 1 1967, SET IN
 DO0942'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0942'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 44.0 FEET SOUTHWEST OF
 DO0942'THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0942'
 DO0942'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FORK NO 2 1967, SET
 DO0942'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0942'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 57.8 FEET WEST OF THE
 DO0942'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DO0942'
 DO0942'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FORK 1967, SET IN THE
 DO0942'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0942'6 INCHES ABOVE THE GROUND.  IT IS 26 FEET EAST OF THE ROAD, 2.4
 DO0942'FEET NORTH-NORTHEAST OF A TELEPHONE LINE POLE AND 2.4 FEET
 DO0942'NORTH-NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0563 ***********************************************************************
 DP0563  DESIGNATION -  FORK
 DP0563  PID         -  DP0563
 DP0563  STATE/COUNTY-  TX/DICKENS
 DP0563  USGS QUAD   -  EAST AFTON NE (1981)
 DP0563
 DP0563                         *CURRENT SURVEY CONTROL
 DP0563  ___________________________________________________________________
 DP0563* NAD 83(1993)-  33 41 35.26250(N)    100 34 11.99784(W)     ADJUSTED  
 DP0563* NAVD 88     -       748.     (meters)    2454.     (feet)  SCALED    
 DP0563  ___________________________________________________________________
 DP0563  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 DP0563  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DP0563
 DP0563  HORZ ORDER  -  FIRST
 DP0563
 DP0563.The horizontal coordinates were established by classical geodetic methods
 DP0563.and adjusted by the National Geodetic Survey in February 1996..
 DP0563
 DP0563.The orthometric height was scaled from a topographic map.
 DP0563
 DP0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0563
 DP0563.The geoid height was determined by GEOID03.
 DP0563
 DP0563;                    North         East     Units Scale Factor Converg.
 DP0563;SPC TXNC     - 2,226,610.559   408,103.484   MT  0.99993516   -1 07 44.3
 DP0563;SPC TXNC     - 7,305,138.14  1,338,919.51   sFT  0.99993516   -1 07 44.3
 DP0563;UTM  14      - 3,729,237.648   354,487.621   MT  0.99986104   -0 52 16.0
 DP0563
 DP0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0563!SPC TXNC     -   0.99988675  x   0.99993516  =   0.99982192
 DP0563!UTM  14      -   0.99988675  x   0.99986104  =   0.99974781
 DP0563
 DP0563:                Primary Azimuth Mark                     Grid Az
 DP0563:SPC TXNC     -  FORK AZ MK                               108 28 40.1
 DP0563:UTM  14      -  FORK AZ MK                               108 13 11.8
 DP0563
 DP0563|---------------------------------------------------------------------|
 DP0563| PID    Reference Object                     Distance      Geod. Az  |
 DP0563|                                                           dddmmss.s |
 DP0563| CX7210 FORK AZ MK                                         1072055.8 |
 DP0563| CX7211 FORK RM 1                            20.550 METERS 11939     |
 DP0563| CX7212 FORK RM 2                            19.782 METERS 22349     |
 DP0563|---------------------------------------------------------------------|
 DP0563
 DP0563                          SUPERSEDED SURVEY CONTROL
 DP0563
 DP0563  NAD 83(1993)-  33 41 35.26526(N)    100 34 11.99733(W) AD(       ) 1
 DP0563  NAD 83(1986)-  33 41 35.26814(N)    100 34 11.99098(W) AD(       ) 1
 DP0563  NAD 27      -  33 41 34.97100(N)    100 34 10.55500(W) AD(       ) 1
 DP0563
 DP0563.Superseded values are not recommended for survey control.
 DP0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0563.See file dsdata.txt to determine how the superseded data were derived.
 DP0563
 DP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC5448829238(NAD 83)
 DP0563_MARKER: DS = TRIANGULATION STATION DISK
 DP0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0563_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0563
 DP0563  HISTORY     - Date     Condition        Report By
 DP0563  HISTORY     - 1935     MONUMENTED       CGS
 DP0563  HISTORY     - 1935     GOOD             CGS
 DP0563  HISTORY     - 1938     GOOD             TXHD
 DP0563
 DP0563                          STATION DESCRIPTION
 DP0563
 DP0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0563'STATION IS LOCATED ON PROPERTY OF PITCHFORK LAND AND CATTLE
 DP0563'COMPANY, 3.5 MILES W OF DICKENS-KING COUNTY LINE, 10 MILES S
 DP0563'OF DICKENS-MOTLEY COUNTY LINE, ON A FLAT-TOPPED HILL, 500
 DP0563'FEET N OF E-W FENCE.
 DP0563'
 DP0563'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0563'BRONZE DISKS SET IN CONCRETE.
 DP0563'
 DP0563'AZIMUTH MARK IS 0.55 MILE ESE OF STATION, 2 FEET N OF FENCE,
 DP0563'6 FEET W OF GATE.  TO REACH FROM STATION, GO S FOR 0.1 MILE TO
 DP0563'FENCE.  FOLLOW FENCE E FOR 0.5 MILE TO GATE AND MARK.
 DP0563'
 DP0563'TO REACH THE STATION FROM THE COURTHOUSE IN DICKENS, GO E ON
 DP0563'STATE HIGHWAY 24 FOR 17.7 MILES TO GATE ON LEFT, THENCE LEFT
 DP0563'(N) FOR 0.9 MILE TO OBLIQUE CROSSROADS.  CONTINUE N FOR 2.55
 DP0563'MILES.  TAKE LEFT FORK FOR 0.6 MILE, TAKE LEFT FORK FOR 0.75
 DP0563'MILE.  TAKE RIGHT FORK FOR 0.4 MILE TO GATE IN E-W FENCE.
 DP0563'ENTER GATE, FOLLOW FENCE W FOR 0.5 MILE (ABOUT 100 YARDS E OF AN
 DP0563'OLD GATE).  LEAVE FENCE, GO N FOR 0.1 MILE TO STATION JUST
 DP0563'SW OF CLUMP OF SCRUB OAKS.
 DP0563'
 DP0563'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DP0563
 DP0563                          STATION RECOVERY (1935)
 DP0563
 DP0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0563'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  ORIGINAL
 DP0563'DESCRIPTION ENTIRELY ADEQUATE.
 DP0563
 DP0563                          STATION RECOVERY (1938)
 DP0563
 DP0563'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0563'DESCRIPTION IS SATISFACTORY.  THE STATION, REFERENCE AND AZIMUTH
 DP0563'MARKS WERE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3146 ***********************************************************************
 CS3146  DESIGNATION -  FORK
 CS3146  PID         -  CS3146
 CS3146  STATE/COUNTY-  TX/TARRANT
 CS3146  USGS QUAD   -  SPRINGTOWN SE (1955)
 CS3146
 CS3146                         *CURRENT SURVEY CONTROL
 CS3146  ___________________________________________________________________
 CS3146* NAD 83(1993)-  32 51 41.03325(N)    097 31 18.43975(W)     ADJUSTED  
 CS3146* NAVD 88     -       227.78   (+/-2cm)     747.3    (feet)  VERTCON   
 CS3146  ___________________________________________________________________
 CS3146  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 CS3146  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CS3146
 CS3146  HORZ ORDER  -  FIRST
 CS3146  VERT ORDER  -  THIRD ? (See Below)
 CS3146
 CS3146.The horizontal coordinates were established by classical geodetic methods
 CS3146.and adjusted by the National Geodetic Survey in February 1996..
 CS3146
 CS3146.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3146.The vertical order pertains to the NGVD 29 superseded value.
 CS3146
 CS3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3146
 CS3146.The geoid height was determined by GEOID03.
 CS3146
 CS3146;                    North         East     Units Scale Factor Converg.
 CS3146;SPC TXNC     - 2,132,909.650   691,547.162   MT  0.99987810   +0 32 00.6
 CS3146;SPC TXNC     - 6,997,721.08  2,268,850.98   sFT  0.99987810   +0 32 00.6
 CS3146;UTM  14      - 3,636,889.938   638,310.191   MT  0.99983588   +0 48 08.0
 CS3146
 CS3146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3146!SPC TXNC     -   0.99996866  x   0.99987810  =   0.99984677
 CS3146!UTM  14      -   0.99996866  x   0.99983588  =   0.99980455
 CS3146
 CS3146:                Primary Azimuth Mark                     Grid Az
 CS3146:SPC TXNC     -  SANSOM PARK WATER TANK                   122 15 09.4
 CS3146:UTM  14      -  SANSOM PARK WATER TANK                   121 59 02.0
 CS3146
 CS3146|---------------------------------------------------------------------|
 CS3146| PID    Reference Object                     Distance      Geod. Az  |
 CS3146|                                                           dddmmss.s |
 CS3146| CS3017 SANSOM PARK WATER TANK              APPROX.12.3 KM 1224710.0 |
 CS3146| CY1863 FORK AZ MK 2                                       1265022.9 |
 CS3146| CY1862 FORK AZ MK                                         1265413.1 |
 CS3146| CY1868 FORK RM 5                            24.315 METERS 13929     |
 CS3146| CS2980 FORT WORTH ARLINGTN HTS MUN TK      APPROX.18.0 KM 1404612.7 |
 CS3146| CY1866 FORK RM 3                            40.575 METERS 14122     |
 CS3146| CY1864 FORK RM 1                            40.602 METERS 14127     |
 CS3146| CS3031 FORT WORTH AIRCRAFT PLANT N TK      APPROX.11.7 KM 1454335.1 |
 CS3146| CS3030 FORT WORTH AIRCRAFT PLANT S TK      APPROX.11.7 KM 1455620.4 |
 CS3146| CY1867 FORK RM 4                            33.914 METERS 20802     |
 CS3146| CY1865 FORK RM 2                            33.543 METERS 20808     |
 CS3146| CS3141 AZLE WATER TANK                     APPROX. 3.3 KM 3513150.5 |
 CS3146|---------------------------------------------------------------------|
 CS3146
 CS3146                          SUPERSEDED SURVEY CONTROL
 CS3146
 CS3146  NAD 83(1993)-  32 51 41.03549(N)    097 31 18.42406(W) AD(       ) 1
 CS3146  NAD 83(1986)-  32 51 41.03651(N)    097 31 18.42331(W) AD(       ) 1
 CS3146  NAD 27      -  32 51 40.57900(N)    097 31 17.34200(W) AD(       ) 1
 CS3146  NGVD 29 (07/19/86)  227.74   (m)          747.2    (f) LEVELING    3  
 CS3146
 CS3146.Superseded values are not recommended for survey control.
 CS3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3146.See file dsdata.txt to determine how the superseded data were derived.
 CS3146
 CS3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3831036890(NAD 83)
 CS3146_MARKER: DD = SURVEY DISK
 CS3146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3146
 CS3146  HISTORY     - Date     Condition        Report By
 CS3146  HISTORY     - 1946     MONUMENTED       CGS
 CS3146  HISTORY     - 1966     GOOD             CGS
 CS3146  HISTORY     - 1970     GOOD             NGS
 CS3146  HISTORY     - 20050212 MARK NOT FOUND   USPSQD
 CS3146
 CS3146                          STATION DESCRIPTION
 CS3146
 CS3146'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3146'STATION IS LOCATED ABOUT 2.5 MILES SE OF THE SMALL VILLAGE
 CS3146'OF AZLE, ALONG STATE HIGHWAY 199, AT A SHARP CURVE IN THE
 CS3146'HIGHWAY.  IT IS APPROXIMATELY 85 FEET SE OF THE NE CORNER
 CS3146'OF A CHICKEN YARD, 32 FEET W OF THE APPROXIMATE CENTER LINE
 CS3146'OF HIGHWAY 199, AND 33 FEET SE OF A TELEPHONE POLE.
 CS3146'
 CS3146'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3146'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED FORK
 CS3146'1946, AND PROJECTS 2 INCHES.
 CS3146'
 CS3146'REFERENCE MARK 1 IS 133.21 FEET SE OF THE STATION, 46 FEET
 CS3146'W OF THE APPROXIMATE CENTER LINE OF HIGHWAY 199 AND 4 FEET
 CS3146'NE OF A TELEPHONE POLE.  IT IS A BRONZE REFERENCE MARK STAMPED
 CS3146'FORK NO 1 1946, AND IS SET IN THE TOP OF A CONCRETE POST.
 CS3146'IT PROJECTS 2 INCHES.
 CS3146'
 CS3146'REFERENCE MARK 2 IS 110.05 FEET SSW OF THE STATION, 35 FEET
 CS3146'S OF THE SW CORNER OF A CHICKEN YARD, AND 31 FEET E OF
 CS3146'THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD.  IT IS A
 CS3146'BRONZE REFERENCE DISK STAMPED FORK NO 2 1946, AND IS SET
 CS3146'IN THE TOP OF A CONCRETE POST.  IT PROJECTS 2 INCHES.
 CS3146'
 CS3146'AZIMUTH MARK IS 1.1 MILES SE OF THE STATION, 42 FEET E OF
 CS3146'THE APPROXIMATE CENTER LINE OF HIGHWAY 199, 37 FEET N OF
 CS3146'A DRIVEWAY, 24 FEET NE OF ADERHOLT MAIL BOX (ROUTE 10, BOX
 CS3146'269), AND 10 FEET W OF A FENCE LINE.  IT IS A BRONZE AZIMUTH
 CS3146'DISK STAMPED FORK 1946, AND IS SET IN THE TOP OF A CONCRETE
 CS3146'POST.  IT PROJECTS 2 INCHES.
 CS3146'
 CS3146'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE SMALL
 CS3146'VILLAGE OF AZLE, GO SE ON HIGHWAY 199 FOR 2.5 MILES TO A
 CS3146'CURVE IN THE HIGHWAY AND THE STATION ON RIGHT AS DESCRIBED.
 CS3146'
 CS3146'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 1.1 MILES
 CS3146'SE TO THE MARK ON THE LEFT AS DESCRIBED.
 CS3146'
 CS3146'HEIGHT OF LIGHT ABOVE STATION MARK - 25 METERS.
 CS3146
 CS3146                          STATION RECOVERY (1966)
 CS3146
 CS3146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS3146'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  REFERENCE
 CS3146'MARKS NO. 1 AND NO. 2 WERE FOUND TO BE DESTROYED.  THE AZIMUTH
 CS3146'MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THE
 CS3146'MARK MAY HAVE BEEN DESTROYED DURING HIGHWAY CONSTRUCTION.
 CS3146'TWO NEW REFERENCE MARKS AND A NEW AZIMUTH MARK WERE SET.
 CS3146'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 5 MILES
 CS3146'NORTHWEST OF LAKE WORTH, 2-1/2 MILES SOUTHEAST OF AZLE, AT
 CS3146'A TRIANGULAR PLOT OF GROUND ALONG THE SOUTHWEST SIDE OF
 CS3146'STATE HIGHWAY 199.
 CS3146'
 CS3146'TO REACH THE STATION FROM THE NORTH END OF BRIDGE ACROSS
 CS3146'LAKE WORTH IN LAKE WORTH, GO NORTHWEST ON STATE HIGHWAY 199
 CS3146'FOR 2.0 MILES TO THE JUNCTION OF F.M. HIGHWAY 1886.  THENCE
 CS3146'CONTINUE ON STATE HIGHWAY 199 FOR 2.2 MILES TO THE AZIMUTH
 CS3146'MARK ON THE LEFT IN MEDIAN.  CONTINUE ON THE HIGHWAY 0.15
 CS3146'MILE TO A CROSSOVER, TURN LEFT TO THE SERVICE ROAD.  THENCE
 CS3146'GO NORTHWEST ON THE SERVICE ROAD 1.0 MILE TO STATION ON
 CS3146'THE LEFT.
 CS3146'
 CS3146'STATION MARK, A STANDARD DISK, STAMPED FORK 1946, IS SET
 CS3146'IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 CS3146'THE GROUND.  IT IS 32 FEET SOUTHWEST OF THE CENTER LINE OF
 CS3146'THE SERVICE ROAD, 221 FEET NORTHWEST OF A BLACK-TOP ROAD
 CS3146'LEADING WEST, 200 FEET EAST OF THE HOME OF MR. W.E. SCOTT,
 CS3146'AND 29 FEET EAST OF A TELEPHONE POLE.  THE UNDER GROUND
 CS3146'STATION MARK WAS NOT INSPECTED.
 CS3146'
 CS3146'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED FORK NO 3
 CS3146'1946 1966 IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 CS3146'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 CS3146'IT IS 45 FEET SOUTHWEST OF THE CENTER LINE OF THE SERVICE
 CS3146'ROAD, 86 FEET NORTHWEST OF THE CENTER LINE OF THE BLACK-TOP
 CS3146'ROAD, AND 6 FEET NORTH OF A TELEPHONE POLE.
 CS3146'
 CS3146'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED FORK NO 4
 CS3146'1946 1966 IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 CS3146'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF GROUND.  30
 CS3146'FEET NORTHEAST OF THE CENTER LINE OF THE BLACK-TOP ROAD,
 CS3146'AND 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GARDEN
 CS3146'FENCE.
 CS3146'
 CS3146'AZIMUTH MARK, A STANDARD DISK, STAMPED FORK 1946 AZ 2 1966,
 CS3146'IS CEMENTED IN A DRILL HOLE IN AN OUTCROP OF SAND ROCK IN
 CS3146'THE MEDIAN OF STATE HIGHWAY 199, IT IS 32 FEET NORTHEAST
 CS3146'OF THE CENTER LANE OF THE SOUTHEAST BOUND TRAFFIC LANE,
 CS3146'33 FEET SOUTHWEST OF THE CENTER LANE OF THE NORTHWEST BOUND
 CS3146'TRAFFIC, AND 6 FEET SOUTHEAST OF THE PROLONGATION OF THE
 CS3146'SOUTHEAST END OF A HOUSE ON THE NORTHEAST SIDE OF HIGHWAY.
 CS3146'
 CS3146'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 CS3146'SOUTHEAST
 CS3146
 CS3146                          STATION RECOVERY (1970)
 CS3146
 CS3146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CS3146'THE STATION MARK, REFERENCE MARK NO. 4 AND AZIMUTH MARK WERE
 CS3146'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 CS3146'NO. 3 WAS FOUND TO BE DESTROYED.  ONE NEW REFERENCE MARK
 CS3146'WAS SET.
 CS3146'
 CS3146'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 5 MILES
 CS3146'NORTHWEST OF LAKE WORTH, 2.5 MILES SOUTHEAST OF AZLE AND
 CS3146'ALONG THE SOUTHWEST RIGHT-OF-WAY OF STATE HIGHWAY 199.
 CS3146'
 CS3146'TO REACH STATION FROM THE NORTH END OF THE BRIDGE OVER LAKE
 CS3146'WORTH IN LAKE WORTH, GO 2.0 MILES, NORTHWEST, ALONG STATE
 CS3146'HIGHWAY 199 TO THE JUNCTION OF FM HIGHWAY 1886.  CONTINUE
 CS3146'ON HIGHWAY 199 FOR 2.2 MILES TO AZIMUTH MARK ON THE LEFT,
 CS3146'THENCE CONTINUE ON THE HIGHWAY 0.15 MILE TO A CROSSOVER.
 CS3146'TURN LEFT TO THE SERVICE ROAD, THENCE NORTHWEST ALONG THE
 CS3146'SERVICE ROAD FOR 1.0 MILE TO STATION ON THE LEFT.
 CS3146'
 CS3146'STATION MARK A STANDARD DISK, STAMPED FORK 1946, IS SET
 CS3146'IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 CS3146'GROUND.  IT IS 221 FEET NORTHWEST OF THE CENTER OF NINE
 CS3146'MILE-AZLE ROAD, 200 FEET EAST OF A HOUSE, AND 29 FEET EAST
 CS3146'OF A TELEPHONE POLE.
 CS3146'
 CS3146'REFERENCE MARK NO. 4 A STANDARD DISK, STAMPED FORK 1946
 CS3146'NO 4 1966, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 CS3146'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 30 FEET NORTHEAST OF
 CS3146'THE CENTER LINE OF A BLACK-TOP ROAD, AND 2 FEET NORTHEAST
 CS3146'OF A LOT FENCE.
 CS3146'
 CS3146'REFERENCE MARK NO. 5 A STANDARD DISK, STAMPED FORK 1946
 CS3146'NO 5 1970, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH
 CS3146'WITH THE SURFACE OF GROUND.  IT IS 135 FEET NORTHWEST OF
 CS3146'THE CENTER OF NINE MILE-AZLE ROAD, 36 FEET SOUTHWEST OF THE
 CS3146'CENTER LINE OF SERVICE ROAD, AND 16 FEET NORTHEAST OF A
 CS3146'LOT FENCE.
 CS3146'
 CS3146'AZIMUTH MARK A STANDARD DISK, STAMPED FORK 1946 AZ 2 1966,
 CS3146'IS CEMENTED IN A DRILL HOLE IN AN OUTCROP OF SAND ROCK FLUSH
 CS3146'WITH SURFACE OF GROUND.  IT IS IN THE MEDIAN OF STATE HIGHWAY
 CS3146'199, 32 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 CS3146'BOUND TRAFFIC LANE, 33 FEET SOUTHWEST OF THE NORTHWEST BOUND
 CS3146'TRAFFIC LANE, AND 6 FEET SOUTHEAST IN PROLONGATION WITH
 CS3146'THE SOUTHEAST SIDE OF A HOUSE ON THE NORTHEAST SIDE OF HIGHWAY.
 CS3146'
 CS3146'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 CS3146'SOUTHEAST OF AZLE.
 CS3146
 CS3146                          STATION RECOVERY (2005)
 CS3146
 CS3146'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGC)
 CS3146'EXTENSIVE SEARCH TIME - NOT FOUND - PROBABLY GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0795 ***********************************************************************
 CC0795  DESIGNATION -  FORK
 CC0795  PID         -  CC0795
 CC0795  STATE/COUNTY-  TX/LOVING
 CC0795  USGS QUAD   -  BRUNSON RANCH (1970)
 CC0795
 CC0795                         *CURRENT SURVEY CONTROL
 CC0795  ___________________________________________________________________
 CC0795* NAD 83(1993)-  31 53 03.48956(N)    103 28 00.59549(W)     ADJUSTED  
 CC0795* NAVD 88     -       982.3    (meters)    3223.     (feet)  VERTCON   
 CC0795  ___________________________________________________________________
 CC0795  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 CC0795  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 CC0795
 CC0795  HORZ ORDER  -  SECOND
 CC0795
 CC0795.The horizontal coordinates were established by classical geodetic methods
 CC0795.and adjusted by the National Geodetic Survey in February 1996..
 CC0795
 CC0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0795
 CC0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0795
 CC0795.The geoid height was determined by GEOID03.
 CC0795
 CC0795;                    North         East     Units Scale Factor Converg.
 CC0795;SPC TX C     - 3,250,023.001   403,573.781   MT  1.00000026   -1 36 50.2
 CC0795;SPC TX C     -10,662,783.80  1,324,058.31   sFT  1.00000026   -1 36 50.2
 CC0795;UTM  13      - 3,528,636.547   645,005.164   MT  0.99985932   +0 48 35.9
 CC0795
 CC0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0795!SPC TX C     -   0.99984973  x   1.00000026  =   0.99984999
 CC0795!UTM  13      -   0.99984973  x   0.99985932  =   0.99970907
 CC0795
 CC0795|---------------------------------------------------------------------|
 CC0795| PID    Reference Object                     Distance      Geod. Az  |
 CC0795|                                                           dddmmss.s |
 CC0795| CH9372 FORK RM 1                            14.943 METERS 04402     |
 CC0795| CC0794 EL PASO NATURAL GAS AERIAL TWR      APPROX.12.4 KM 1592607.0 |
 CC0795| CC0818 LOST                                APPROX. 4.7 KM 2894423.2 |
 CC0795| CH9373 FORK RM 2                            16.830 METERS 31136     |
 CC0795|---------------------------------------------------------------------|
 CC0795
 CC0795                          SUPERSEDED SURVEY CONTROL
 CC0795
 CC0795  NAD 83(1993)-  31 53 03.49158(N)    103 28 00.59273(W) AD(       ) 2
 CC0795  NAD 83(1986)-  31 53 03.49171(N)    103 28 00.59246(W) AD(       ) 2
 CC0795  NAD 27      -  31 53 03.03278(N)    103 27 58.94181(W) AD(       ) 2
 CC0795  NGVD 29 (07/19/86)  981.8    (m)         3221.     (f) VERT ANG       
 CC0795
 CC0795.Superseded values are not recommended for survey control.
 CC0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0795.See file dsdata.txt to determine how the superseded data were derived.
 CC0795
 CC0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR4500528637(NAD 83)
 CC0795_MARKER: DD = SURVEY DISK
 CC0795_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0795+WITH SETTING: INFORMATION.
 CC0795_SP_SET: PREFABRICATED CONCRETE POST
 CC0795
 CC0795  HISTORY     - Date     Condition        Report By
 CC0795  HISTORY     - 1969     MONUMENTED       USGS
 CC0795
 CC0795                          STATION DESCRIPTION
 CC0795
 CC0795'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JTD)
 CC0795'THE STATION IS LOCATED NORTH 33 DEG EAST ABOUT 14 MILES AIRLINE
 CC0795'FROM MENTONE, NORTH 84 DEG WEST ABOUT 22 MILES AIRLINE FROM
 CC0795'KERMIT.  ON THE HIGHEST PART OF A SMALL TOP ON A RIDGE.  7.5
 CC0795'FEET WEST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 CC0795'
 CC0795'TO REACH THE STATION FROM THE COURTHOUSE IN MENTONE, GO NORTHEAST
 CC0795'ON STATE HIGHWAY 302 FOR 10.0 MILES TO A GRADED ROAD
 CC0795'NORTH-NORTHWEST, THEN NORTH-NORTHWEST ON MAIN GRADED ROAD FOR 4.9
 CC0795'MILES TO A ROAD FORK IN BEND OF ROAD.  TAKE RIGHT FORK
 CC0795'NORTHEAST FOR 0.75 MILE TO ROAD FORK, THEN LEFT (NORTHEAST)
 CC0795'FOR 1.35 MILES TO A BEND IN ROAD.  CONTINUE NORTH ALONG
 CC0795'MAIN ROAD FOR 2.4 MILES TO ROAD FORK.  TAKE RIGHT FORK NORTH
 CC0795'FOR 0.3 MILE TO CREST OF RIDGE.  AT THIS POINT LEAVE ROAD AND
 CC0795'DRIVE WEST FOR 0.05 MILE TO TOP OF HILL AND STATION SITE.
 CC0795'
 CC0795'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CC0795'STEEL ROD DRIVEN TO REFUSAL (9 FEET), CENTERED IN AN ORANGEBURG
 CC0795'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 CC0795'THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED FORK ET 1969.
 CC0795'
 CC0795'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CC0795'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (9 FEET), CENTERED
 CC0795'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG,
 CC0795'FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND
 CC0795'STAMPED FORK ET 1969 NO. 1.
 CC0795'
 CC0795'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CC0795'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (8 FEET),
 CC0795'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 CC0795'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND
 CC0795'AND STAMPED FORK ET 1969 NO. 2.
 CC0795'
 CC0795'STATION LOST ET 1969 IS VISIBLE FROM THE GROUND AT THIS STATION
 CC0795'AND WILL SERVE AS THE AZIMUTH MARK.
 CC0795'
 CC0795'AN 18 FOOT TOWER IS REQUIRED TO CLEAR LINE TO STATION RATTLER
 CC0795'ET.  ALL OTHER STATIONS ARE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0156 ***********************************************************************
 CE0156  DESIGNATION -  FORK 2
 CE0156  PID         -  CE0156
 CE0156  STATE/COUNTY-  TX/EL PASO
 CE0156  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0156
 CE0156                         *CURRENT SURVEY CONTROL
 CE0156  ___________________________________________________________________
 CE0156* NAD 83(1993)-  31 48 50.76365(N)    106 12 44.65966(W)     ADJUSTED  
 CE0156* NAVD 88     -      1226.343  (meters)    4023.43   (feet)  ADJUSTED  
 CE0156  ___________________________________________________________________
 CE0156  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 CE0156  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CE0156  DYNAMIC HT  -        1224.474 (meters)    4017.30  (feet)  COMP
 CE0156  MODELED GRAV-     979,073.6   (mgal)                       NAVD 88
 CE0156
 CE0156  HORZ ORDER  -  SECOND
 CE0156  VERT ORDER  -  FIRST     CLASS II
 CE0156
 CE0156.The horizontal coordinates were established by classical geodetic methods
 CE0156.and adjusted by the National Geodetic Survey in February 1996..
 CE0156.No horizontal observational check was made to the station.
 CE0156
 CE0156.The orthometric height was determined by differential leveling
 CE0156.and adjusted by the National Geodetic Survey in June 1991..
 CE0156
 CE0156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0156
 CE0156.The geoid height was determined by GEOID03.
 CE0156
 CE0156.The dynamic height is computed by dividing the NAVD 88
 CE0156.geopotential number by the normal gravity value computed on the
 CE0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0156.degrees latitude (g = 980.6199 gals.).
 CE0156
 CE0156.The modeled gravity was interpolated from observed gravity values.
 CE0156
 CE0156;                    North         East     Units Scale Factor Converg.
 CE0156;SPC TX C     - 3,252,769.324   143,619.101   MT  0.99998214   -3 01 41.0
 CE0156;SPC TX C     -10,671,794.02    471,190.33   sFT  0.99998214   -3 01 41.0
 CE0156;UTM  13      - 3,520,470.589   385,247.538   MT  0.99976240   -0 38 21.1
 CE0156
 CE0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0156!SPC TX C     -   0.99981122  x   0.99998214  =   0.99979337
 CE0156!UTM  13      -   0.99981122  x   0.99976240  =   0.99957367
 CE0156
 CE0156|---------------------------------------------------------------------|
 CE0156| PID    Reference Object                     Distance      Geod. Az  |
 CE0156|                                                           dddmmss.s |
 CE0156| CE0158 FORK 2 RM 3                          14.838 METERS 08045     |
 CE0156| CE0155 FORK                                 52.668 METERS 19907     |
 CE0156| CE0403 FORK 2 RM 5                         APPROX. 0.9 KM 2605956.9 |
 CE0156| CE0157 FORK 2 RM 4                                        26227     |
 CE0156| CE0527 SITE MONITER WATER TANK             APPROX. 8.3 KM 2670950.2 |
 CE0156|---------------------------------------------------------------------|
 CE0156
 CE0156                          SUPERSEDED SURVEY CONTROL
 CE0156
 CE0156  NAD 83(1993)-  31 48 50.76777(N)    106 12 44.65862(W) AD(       ) 2
 CE0156  NAD 83(1986)-  31 48 50.76862(N)    106 12 44.65787(W) AD(       ) 2
 CE0156  NAD 27      -  31 48 50.37566(N)    106 12 42.73440(W) AD(       ) 2
 CE0156  NGVD 29 (07/19/86) 1225.69   (m)         4021.3    (f) LEVELING    3  
 CE0156
 CE0156.Superseded values are not recommended for survey control.
 CE0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0156.See file dsdata.txt to determine how the superseded data were derived.
 CE0156
 CE0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8524820471(NAD 83)
 CE0156_MARKER: DH = HORIZONTAL CONTROL DISK
 CE0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0156_SP_SET: CONCRETE POST
 CE0156_STAMPING: FORK 2 1972
 CE0156_MARK LOGO: NGS   
 CE0156_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0156+STABILITY: SURFACE MOTION
 CE0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0156+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0156
 CE0156  HISTORY     - Date     Condition        Report By
 CE0156  HISTORY     - 1972     MONUMENTED       NGS
 CE0156  HISTORY     - 1972     GOOD             NGS
 CE0156  HISTORY     - 1981     GOOD             NGS
 CE0156  HISTORY     - 1981     GOOD             NGS
 CE0156  HISTORY     - 19920101 SEE DESCRIPTION  NGS
 CE0156  HISTORY     - 19921117 GOOD             NGS
 CE0156
 CE0156                          STATION DESCRIPTION
 CE0156
 CE0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 CE0156'THE STATION IS LOCATED ABOUT 17 MILES EAST-NORTHEAST OF
 CE0156'EL PASO, AT THE INTERSECTION OF U.S. HWYS. 62, 180 AND FARM
 CE0156'ROAD 659, ON THE NORTH SIDE OF THE HWYS. AND ON THE ROAD
 CE0156'RIGHT-OF-WAY.
 CE0156'
 CE0156'TO REACH THE STATION FROM THE INTERSECTION OF MONTANA AVE.
 CE0156'(U.S. HWYS. 62 AND 180) AND AIRPORT ROAD, WHICH IS LOCATED
 CE0156'ON THE EAST EDGE OF EL PASO.  GO EASTERLY ON MONTANA AVE.
 CE0156'(U.S. HWYS. 62 AND 180) FOR 10.0 MILES TO WHERE THE ROAD STARTS
 CE0156'TO DROP OFF FROM A LOW RISE TO REFERENCE MARK NO. 5 ON THE
 CE0156'LEFT.  CONTINUE EASTERLY ON U.S. HWYS. 62 AND 180 FOR 0.50 MILE
 CE0156'TO THE JUNCTION OF FARM ROAD 659 ON THE RIGHT AND STATION ON
 CE0156'THE LEFT.
 CE0156'
 CE0156'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CE0156'CONCRETE POST THAT PROJECTS 6-INCHES AND THE DISK IS STAMPED
 CE0156'FORK 2 1972.  IT IS 75 FEET NORTH OF THE CENTER-LINE OF U.S.
 CE0156'HWYS. 62 AND 180, 10 FEET WEST OF A TELEPHONE POLE, 4.8 FEET
 CE0156'SOUTHEAST OF A METAL WITNESS POST AND 2 FEET SOUTH OF THE
 CE0156'FENCE-LINE.
 CE0156'
 CE0156'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A
 CE0156'ROUND CONCRETE POST THAT PROJECTS 6-INCHES AND THE DISK IS
 CE0156'STAMPED FORK 2 NO 3 1972.  IT IS 75 FEET NORTH OF THE CENTER-LINE
 CE0156'OF HIGHWAY, 38 FEET EAST OF THE TELEPHONE POLE AND 1.8 FEET
 CE0156'SOUTH OF THE FENCE-LINE.
 CE0156'
 CE0156'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN THE TOP OF A
 CE0156'ROUND CONCRETE POST THAT PROJECTS 8-INCHES AND THE DISK IS
 CE0156'STAMPED FORK 2 NO 4 1972.
 CE0156'
 CE0156'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A
 CE0156'ROUND CONCRETE POST THAT PROJECTS 6-INCHES AND THE DISK IS
 CE0156'STAMPED FORK 2 NO 5 1972.  IT IS 58 FEET NORTH OF THE CENTER-LINE
 CE0156'OF HIGHWAYS, 21 FEET NORTHEAST OF A TELEPHONE POLE, 4 FEET
 CE0156'SOUTH OF THE FENCE-LINE AND 3.6 FEET SOUTH OF A METAL WITNESS
 CE0156'POST.
 CE0156'
 CE0156'THE STATION MARK AND REFERENCE MARKS 3 AND 4 ARE ALSO VERTICAL
 CE0156'CONTROL MARKS.
 CE0156'
 CE0156'NOTE--REFERENCE MARK NO. 4 IS 77 FEET NORTH OF THE CENTER-LINE
 CE0156'OF HIGHWAY, 48 FEET WEST OF A TELEPHONE POLE AND 1.6 FEET SOUTH
 CE0156'OF THE FENCE-LINE.
 CE0156
 CE0156                          STATION RECOVERY (1972)
 CE0156
 CE0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CE0156'17 MI ENE FROM EL PASO.
 CE0156'FROM THE INTERSECTION OF MONTANA AVE. (U.S. HWYS. 62 AND 180) AND
 CE0156'AIRPORT ROAD, WHICH IS LOCATED ON THE EAST EDGE OF EL PASO.  GO
 CE0156'EASTERLY ON MONTANA AVE. (US HWYS. 62 AND 180) FOR 10.5 MILES TO THE
 CE0156'INTERSECTION OF FARM ROAD 659 ON THE RIGHT AND MARK ON THE LEFT.  A
 CE0156'STANDARD TRIANGULATION STATION MARK DISK, SET IN THE TOP OF A ROUND
 CE0156'CONCRETE POST THAT PROJECTS 6-INCHES AND IS STAMPED FORK 2 1972.  IT
 CE0156'IS 75 FEET NORTH OF THE CENTER-LINE OF HIGHWAY, 10 FEET WEST OF A
 CE0156'TELEPHONE POLE AND 4.4 FEET SOUTHEAST OF A METAL WITNESS POST AND 2
 CE0156'FEET SOUTH OF FENCE-LINE.
 CE0156
 CE0156                          STATION RECOVERY (1981)
 CE0156
 CE0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CE0156'REFERENCE MARKS NO 3, NO 4 AND NO 5 WERE RECOVERED AS DESCRIBED AND
 CE0156'IN GOOD CONDITION.
 CE0156
 CE0156                          STATION RECOVERY (1981)
 CE0156
 CE0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0156'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CE0156'20.6 KM (12.8 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0156'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO, AT THE
 CE0156'INTERSECTION OF FARM ROAD 659, 49.7 METERS (163.0 FT) EAST OF THE
 CE0156'EXTENDED CENTER OF THE FARM ROAD, 22.9 METERS (75.0 FT) NORTH OF
 CE0156'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 14.8 METERS
 CE0156'(48.7 FT) EAST OF RM 3, 11.5 METERS (37.6 FT) WEST OF RM 4 AND 0.6
 CE0156'METERS (2.0 FT) SOUTH OF A FENCE.
 CE0156'THE MARK IS 1.5 METERS  SE FROM A WITNESS POST.
 CE0156
 CE0156                          STATION RECOVERY (1992)
 CE0156
 CE0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DR)
 CE0156'MARK IS DISTURBED.
 CE0156
 CE0156                          STATION RECOVERY (1992)
 CE0156
 CE0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0156'20.5 KM (12.75 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0156'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 49.7 M (163.1 FT) EAST
 CE0156'OF THE EXTENDED CENTER OF FARM ROAD 659, 22.9 M (75.1 FT) NORTH OF
 CE0156'THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 14.8 M (48.6 FT)
 CE0156'WEST OF REFERENCE MARK 3, 11.5 M (37.7 FT) EAST OF REFERENCE MARK 4,
 CE0156'1.5 M (4.9 FT) EAST-SOUTHEAST OF A WITNESS POST, 0.6 M (2.0 FT) SOUTH
 CE0156'OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 CE0156'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 CE0156'NOTE--THE MONUMENT LEANS TO THE EAST ABOUT 15 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0158 ***********************************************************************
 CE0158  DESIGNATION -  FORK 2 RM 3
 CE0158  PID         -  CE0158
 CE0158  STATE/COUNTY-  TX/EL PASO
 CE0158  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0158
 CE0158                         *CURRENT SURVEY CONTROL
 CE0158  ___________________________________________________________________
 CE0158* NAD 83(1986)-  31 48 50.     (N)    106 12 43.     (W)     SCALED    
 CE0158* NAVD 88     -      1226.353  (meters)    4023.46   (feet)  ADJUSTED  
 CE0158  ___________________________________________________________________
 CE0158  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CE0158  DYNAMIC HT  -        1224.484 (meters)    4017.33  (feet)  COMP
 CE0158  MODELED GRAV-     979,073.6   (mgal)                       NAVD 88
 CE0158
 CE0158  VERT ORDER  -  FIRST     CLASS I
 CE0158
 CE0158.The horizontal coordinates were scaled from a topographic map and have
 CE0158.an estimated accuracy of +/- 6 seconds.
 CE0158
 CE0158.The orthometric height was determined by differential leveling
 CE0158.and adjusted by the National Geodetic Survey in June 1991..
 CE0158
 CE0158.The geoid height was determined by GEOID03.
 CE0158
 CE0158.The dynamic height is computed by dividing the NAVD 88
 CE0158.geopotential number by the normal gravity value computed on the
 CE0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0158.degrees latitude (g = 980.6199 gals.).
 CE0158
 CE0158.The modeled gravity was interpolated from observed gravity values.
 CE0158
 CE0158;                    North         East    Units  Estimated Accuracy
 CE0158;SPC TX C     - 3,252,740.      143,660.      MT  (+/- 180 meters Scaled)
 CE0158
 CE0158                          SUPERSEDED SURVEY CONTROL
 CE0158
 CE0158.No superseded survey control is available for this station.
 CE0158
 CE0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR852204(NAD 83)
 CE0158_MARKER: DR = REFERENCE MARK DISK
 CE0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0158_SP_SET: CONCRETE POST
 CE0158_STAMPING: FORK 2 NO 3 1972
 CE0158_MARK LOGO: NGS   
 CE0158_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0158_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0158+STABILITY: SURFACE MOTION
 CE0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0158+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0158
 CE0158  HISTORY     - Date     Condition        Report By
 CE0158  HISTORY     - 1972     MONUMENTED       NGS
 CE0158  HISTORY     - 1981     GOOD             NGS
 CE0158  HISTORY     - 19921117 GOOD             NGS
 CE0158
 CE0158                          STATION DESCRIPTION
 CE0158
 CE0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CE0158'17 MI ENE FROM EL PASO.
 CE0158'FROM THE INTERSECTION OF MONTANA AVE. (U.S. HWYS. 62 AND 180) AND
 CE0158'AIRPORT ROAD, WHICH IS LOCATED ON THE EAST EDGE OF EL PASO.  GO
 CE0158'EASTERLY ON MONTANA AVE. (U.S. HWYS. 62 AND 180) FOR 10.5 MILES TO THE
 CE0158'JUNCTION OF FARM ROAD 659 ON THE RIGHT AND MARK ON THE LEFT.  A
 CE0158'STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST
 CE0158'THAT PROJECTS 6-INCHES AND IS STAMPED FORK 2 NO 3 1972.  IT IS 75 FEET
 CE0158'NORTH OF THE CENTER-LINE OF HIGHWAYS, 38 FEET EAST OF A TELEPHONE POLE
 CE0158'AND 1.8 FEET SOUTH OF THE FENCE-LINE.
 CE0158
 CE0158                          STATION RECOVERY (1981)
 CE0158
 CE0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0158'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CE0158'20.6 KM (12.8 MI) EAST ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0158'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0158'AT THE INTERSECTION OF FARM ROAD 659, 64.6 METERS (212.0 FT) EAST OF
 CE0158'THE EXTENDED CENTER OF THE FARM ROAD, 22.9 METERS (75.0 FT) NORTH
 CE0158'OF THE CENTERLINE OF THE HIGHWAY, 14.8 METERS (48.7 FT) EAST OF THE
 CE0158'STATION MARK AND 0.5 METER (1.8 FT) SOUTH OF A FENCE.
 CE0158'THE MARK IS 16.2 METERS  E FROM A WITNESS POST.
 CE0158
 CE0158                          STATION RECOVERY (1992)
 CE0158
 CE0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0158'20.5 KM (12.75 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0158'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 64.6 M (211.9 FT) EAST
 CE0158'OF THE EXTENDED CENTER OF FARM ROAD 659, 22.9 M (75.1 FT) NORTH OF
 CE0158'THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, 14.8 M (48.6 FT)
 CE0158'EAST OF TRIANGULATION STATION FORK 2, 0.6 M (2.0 FT) BELOW THE LEVEL
 CE0158'OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTH OF A FENCE, AND THE MONUMENT IS
 CE0158'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0157 ***********************************************************************
 CE0157  DESIGNATION -  FORK 2 RM 4
 CE0157  PID         -  CE0157
 CE0157  STATE/COUNTY-  TX/EL PASO
 CE0157  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0157
 CE0157                         *CURRENT SURVEY CONTROL
 CE0157  ___________________________________________________________________
 CE0157* NAD 83(1986)-  31 48 50.     (N)    106 12 45.     (W)     SCALED    
 CE0157* NAVD 88     -      1226.141  (meters)    4022.76   (feet)  ADJUSTED  
 CE0157  ___________________________________________________________________
 CE0157  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CE0157  DYNAMIC HT  -        1224.273 (meters)    4016.64  (feet)  COMP
 CE0157  MODELED GRAV-     979,073.6   (mgal)                       NAVD 88
 CE0157
 CE0157  VERT ORDER  -  FIRST     CLASS II
 CE0157
 CE0157.The horizontal coordinates were scaled from a topographic map and have
 CE0157.an estimated accuracy of +/- 6 seconds.
 CE0157
 CE0157.The orthometric height was determined by differential leveling
 CE0157.and adjusted by the National Geodetic Survey in June 1991..
 CE0157
 CE0157.The geoid height was determined by GEOID03.
 CE0157
 CE0157.The dynamic height is computed by dividing the NAVD 88
 CE0157.geopotential number by the normal gravity value computed on the
 CE0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0157.degrees latitude (g = 980.6199 gals.).
 CE0157
 CE0157.The modeled gravity was interpolated from observed gravity values.
 CE0157
 CE0157;                    North         East    Units  Estimated Accuracy
 CE0157;SPC TX C     - 3,252,750.      143,610.      MT  (+/- 180 meters Scaled)
 CE0157
 CE0157                          SUPERSEDED SURVEY CONTROL
 CE0157
 CE0157.No superseded survey control is available for this station.
 CE0157
 CE0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR852204(NAD 83)
 CE0157_MARKER: DR = REFERENCE MARK DISK
 CE0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0157_SP_SET: CONCRETE POST
 CE0157_STAMPING: FORK 2 NO 4 1972
 CE0157_MARK LOGO: NGS   
 CE0157_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0157_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0157+STABILITY: SURFACE MOTION
 CE0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0157+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0157
 CE0157  HISTORY     - Date     Condition        Report By
 CE0157  HISTORY     - 1972     MONUMENTED       NGS
 CE0157  HISTORY     - 1981     GOOD             NGS
 CE0157  HISTORY     - 19921117 GOOD             NGS
 CE0157
 CE0157                          STATION DESCRIPTION
 CE0157
 CE0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CE0157'17 MI ENE FROM EL PASO.
 CE0157'FROM THE INTERSECTION OF MONTANA AVE. (U.S. HWYS. 62 AND 180) AND
 CE0157'AIRPORT ROAD, WHICH IS LOCATED ON THE EAST EDGE OF EL PASO.  GO
 CE0157'EASTERLY ON MONTANA AVE. (U.S. HWYS. 62 AND 180) FOR 10.5 MILES TO THE
 CE0157'INTERSECTION OF FARM ROAD 659 ON THE RIGHT AND MARK ON THE LEFT. A
 CE0157'STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST
 CE0157'THAT PROJECTS 8-INCHES AND IS STAMPED FORK 2 NO 4 1972.  IT IS 77 FEET
 CE0157'NORTH OF THE CENTER-LINE OF HIGHWAY, 48 FEET WEST OF A TELEPHONE POLE
 CE0157'AND 1.6 FEET SOUTH OF THE FENCE-LINE.
 CE0157
 CE0157                          STATION RECOVERY (1981)
 CE0157
 CE0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0157'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CE0157'20.6 KM (12.8 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0157'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO, AT
 CE0157'THE INTERSECTION OF FARM ROAD 659, 38.4 METERS (126.0 FT) EAST
 CE0157'OF THE EXTENDED CENTER OF THE FARM ROAD, 23.5 METERS (77.0 FT)
 CE0157'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CE0157'17.4 METERS (57.0 FT) NORTH-NORTHEAST OF A HIGHWAY SIGN (FARM ROAD
 CE0157'659), 11.5 METERS (37.6 FT) WEST OF THE STATION AMRK AND 0.5 METER
 CE0157'(1.6 FT) SOUTH OF A FENCE.
 CE0157'THE MARK IS 10.0 METERS  W FROM A WITNESS POST.
 CE0157
 CE0157                          STATION RECOVERY (1992)
 CE0157
 CE0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0157'20.5 KM (12.75 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 (PAISANO
 CE0157'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 38.4 M
 CE0157'(126.0 FT) EAST OF THE EXTENDED CENTER OF FARM ROAD 659, 23.5 M
 CE0157'(77.1 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY,
 CE0157'17.4 M (57.1 FT) NORTH-NORTHEAST OF A HIGHWAY SIGN (FARM ROAD 659),
 CE0157'11.5 M (37.7 FT) WEST OF TRIANGULATION STATION FORK 2, 0.6 M
 CE0157'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 CE0157'0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT LEANS
 CE0157'TO THE EAST ABOUT 45 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0403 ***********************************************************************
 CE0403  DESIGNATION -  FORK 2 RM 5
 CE0403  PID         -  CE0403
 CE0403  STATE/COUNTY-  TX/EL PASO
 CE0403  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0403
 CE0403                         *CURRENT SURVEY CONTROL
 CE0403  ___________________________________________________________________
 CE0403* NAD 83(1993)-  31 48 46.26660(N)    106 13 17.89835(W)     ADJUSTED  
 CE0403* NAVD 88     -      1227.321  (meters)    4026.64   (feet)  ADJUSTED  
 CE0403  ___________________________________________________________________
 CE0403  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 CE0403  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CE0403  DYNAMIC HT  -        1225.449 (meters)    4020.49  (feet)  COMP
 CE0403  MODELED GRAV-     979,072.1   (mgal)                       NAVD 88
 CE0403
 CE0403  HORZ ORDER  -  THIRD
 CE0403  VERT ORDER  -  FIRST     CLASS I
 CE0403
 CE0403.The horizontal coordinates were established by classical geodetic methods
 CE0403.and adjusted by the National Geodetic Survey in February 1996..
 CE0403.No horizontal observational check was made to the station.
 CE0403
 CE0403.The orthometric height was determined by differential leveling
 CE0403.and adjusted by the National Geodetic Survey in June 1991..
 CE0403
 CE0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0403
 CE0403.The geoid height was determined by GEOID03.
 CE0403
 CE0403.The dynamic height is computed by dividing the NAVD 88
 CE0403.geopotential number by the normal gravity value computed on the
 CE0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0403.degrees latitude (g = 980.6199 gals.).
 CE0403
 CE0403.The modeled gravity was interpolated from observed gravity values.
 CE0403
 CE0403;                    North         East     Units Scale Factor Converg.
 CE0403;SPC TX C     - 3,252,677.222   142,738.803   MT  0.99998183   -3 01 58.2
 CE0403;SPC TX C     -10,671,491.85    468,302.22   sFT  0.99998183   -3 01 58.2
 CE0403;UTM  13      - 3,520,341.905   384,372.035   MT  0.99976489   -0 38 38.6
 CE0403
 CE0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0403!SPC TX C     -   0.99981108  x   0.99998183  =   0.99979291
 CE0403!UTM  13      -   0.99981108  x   0.99976489  =   0.99957601
 CE0403
 CE0403:                Primary Azimuth Mark                     Grid Az
 CE0403:SPC TX C     -  FORK 2                                   084 01 37.5
 CE0403:UTM  13      -  FORK 2                                   081 38 17.9
 CE0403
 CE0403|---------------------------------------------------------------------|
 CE0403| PID    Reference Object                     Distance      Geod. Az  |
 CE0403|                                                           dddmmss.s |
 CE0403| CE0156 FORK 2                              APPROX. 0.9 KM 0805939.3 |
 CE0403|---------------------------------------------------------------------|
 CE0403
 CE0403                          SUPERSEDED SURVEY CONTROL
 CE0403
 CE0403  NAD 83(1993)-  31 48 46.27061(N)    106 13 17.89728(W) AD(       ) 3
 CE0403  NAD 83(1986)-  31 48 46.27152(N)    106 13 17.89657(W) AD(       ) 3
 CE0403  NAD 27      -  31 48 45.87932(N)    106 13 15.97222(W) AD(       ) 3
 CE0403  NGVD 29 (07/19/86) 1226.5    (m)         4024.     (f) VERT ANG       
 CE0403
 CE0403.Superseded values are not recommended for survey control.
 CE0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0403.See file dsdata.txt to determine how the superseded data were derived.
 CE0403
 CE0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8437220342(NAD 83)
 CE0403_MARKER: DR = REFERENCE MARK DISK
 CE0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0403_SP_SET: CONCRETE POST
 CE0403_STAMPING: FORK 2 NO 5 1972
 CE0403_MARK LOGO: NGS   
 CE0403_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0403+STABILITY: SURFACE MOTION
 CE0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0403+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0403
 CE0403  HISTORY     - Date     Condition        Report By
 CE0403  HISTORY     - 1972     MONUMENTED       NGS
 CE0403  HISTORY     - 1981     GOOD             NGS
 CE0403  HISTORY     - 19921117 GOOD             NGS
 CE0403
 CE0403                          STATION DESCRIPTION
 CE0403
 CE0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CE0403'THE STATION IS LOCATED ABOUT 17 MILES EAST-NORTHEAST OF
 CE0403'EL PASO, AT THE INTERSECTION OF U.S. HWYS. 62, 180 AND FARM
 CE0403'ROAD 659, ON THE NORTH SIDE OF THE HWYS. AND ON THE ROAD
 CE0403'RIGHT-OF-WAY.
 CE0403'
 CE0403'TO REACH THE STATION FROM THE INTERSECTION OF MONTANA AVE.
 CE0403'(U.S. HWYS. 62 AND 180) AND AIRPORT ROAD, WHICH IS LOCATED
 CE0403'ON THE EAST EDGE OF EL PASO.  GO EASTERLY ON MONTANA AVE.
 CE0403'(U.S. HWYS. 62 AND 180) FOR 10.0 MILES TO WHERE THE ROAD STARTS
 CE0403'TO DROP OFF FROM A LOW RISE TO REFERENCE MARK NO. 5 ON THE
 CE0403'LEFT.  CONTINUE EASTERLY ON U.S. HWYS. 62 AND 180 FOR 0.50 MILE
 CE0403'TO THE JUNCTION OF FARM ROAD 659 ON THE RIGHT AND STATION ON
 CE0403'THE LEFT.
 CE0403'
 CE0403'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A
 CE0403'ROUND CONCRETE POST THAT PROJECTS 6-INCHES AND THE DISK IS
 CE0403'STAMPED FORK 2 NO 5 1972.  IT IS 58 FEET NORTH OF THE CENTER-LINE
 CE0403'OF HIGHWAYS, 21 FEET NORTHEAST OF A TELEPHONE POLE, 4 FEET
 CE0403'SOUTH OF THE FENCE-LINE AND 3.6 FEET SOUTH OF A METAL WITNESS
 CE0403'POST.
 CE0403
 CE0403                          STATION RECOVERY (1981)
 CE0403
 CE0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0403'19.8 KM (12.3 MI) EAST FROM EL PASO.
 CE0403'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0403'19.8 KM (12.3 MI) EASTERLY ALONG U. S. HIGHWAY 62 AND 180 (PAISANO
 CE0403'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0403'91.4 METERS (300.0 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING NORTH
 CE0403'TO LUCAS DRILLING COMPANY, 17.7 METERS (58.0 FT) NORTH OF THE
 CE0403'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 1.2 METERS
 CE0403'(4.0 FT) SOUTH OF A FENCE.
 CE0403'THE MARK IS 1.1 METERS  S FROM A WITNESS POST.
 CE0403
 CE0403                          STATION RECOVERY (1992)
 CE0403
 CE0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0403'19.6 KM (12.15 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0403'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 52.5 M (172.2 FT) EAST
 CE0403'OF THE EXTENDED CENTER OF A HIGHWAY CROSSOVER, 30.5 M (100.1 FT)
 CE0403'SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE AT THE PALMERA
 CE0403'CAFE AT 13515 MONTANA AVENUE, 17.7 M (58.1 FT) NORTH OF AND LEVEL
 CE0403'WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 9.1 M
 CE0403'(29.9 FT) WEST OF THE CENTER OF A DIRT ROAD, 1.1 M (3.6 FT) SOUTH OF
 CE0403'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 CE0403'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1061 ***********************************************************************
 BM1061  DESIGNATION -  FORKS
 BM1061  PID         -  BM1061
 BM1061  STATE/COUNTY-  TX/MILAM
 BM1061  USGS QUAD   -  HICKS (1988)
 BM1061
 BM1061                         *CURRENT SURVEY CONTROL
 BM1061  ___________________________________________________________________
 BM1061* NAD 83(1993)-  30 36 23.50623(N)    096 52 47.19405(W)     ADJUSTED  
 BM1061* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 BM1061  ___________________________________________________________________
 BM1061  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 BM1061  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BM1061
 BM1061  HORZ ORDER  -  FIRST
 BM1061
 BM1061.The horizontal coordinates were established by classical geodetic methods
 BM1061.and adjusted by the National Geodetic Survey in February 1996..
 BM1061
 BM1061.The orthometric height was scaled from a topographic map.
 BM1061
 BM1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1061
 BM1061.The geoid height was determined by GEOID03.
 BM1061
 BM1061;                    North         East     Units Scale Factor Converg.
 BM1061;SPC TX C     - 3,109,328.762 1,031,091.378   MT  0.99990534   +1 46 43.6
 BM1061;SPC TX C     -10,201,189.45  3,382,838.96   sFT  0.99990534   +1 46 43.6
 BM1061;UTM  14      - 3,387,912.154   703,258.237   MT  1.00010968   +1 04 47.5
 BM1061
 BM1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1061!SPC TX C     -   0.99997614  x   0.99990534  =   0.99988149
 BM1061!UTM  14      -   0.99997614  x   1.00010968  =   1.00008582
 BM1061
 BM1061|---------------------------------------------------------------------|
 BM1061| PID    Reference Object                     Distance      Geod. Az  |
 BM1061|                                                           dddmmss.s |
 BM1061| CV7600 FORKS RM 1                           18.593 METERS 03720     |
 BM1061| CV7599 FORKS AZ MK                                        0682854.5 |
 BM1061| BM0852 ROCKDALE MUNICIPAL TANK             APPROX.12.9 KM 2925710.5 |
 BM1061| CV7601 FORKS RM 2                           20.437 METERS 31028     |
 BM1061|---------------------------------------------------------------------|
 BM1061
 BM1061                          SUPERSEDED SURVEY CONTROL
 BM1061
 BM1061  NAD 83(1986)-  30 36 23.52117(N)    096 52 47.17666(W) AD(       ) 1
 BM1061  NAD 27      -  30 36 22.79600(N)    096 52 46.23600(W) AD(       ) 1
 BM1061
 BM1061.Superseded values are not recommended for survey control.
 BM1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1061.See file dsdata.txt to determine how the superseded data were derived.
 BM1061
 BM1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0325887912(NAD 83)
 BM1061_MARKER: DS = TRIANGULATION STATION DISK
 BM1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1061
 BM1061  HISTORY     - Date     Condition        Report By
 BM1061  HISTORY     - 1943     MONUMENTED       CGS
 BM1061  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM1061
 BM1061                          STATION DESCRIPTION
 BM1061
 BM1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1061'STATION IS LOCATED ABOUT 8 MILES S OF MILANO, 8 MILES SE OF
 BM1061'ROCKDALE, AND 10 MILES NE OF TANGLEWOOD.  MARK IS 9 PACES S OF
 BM1061'THE CENTER LINE OF THE ROAD TO THE STATION, 22 PACES E OF THE S
 BM1061'FORK, 18 PACES SE OF A 14-INCH OAK TREE WHICH IS IN THE ROAD
 BM1061'FORK, AND ABOUT 150 YARDS WESTERLY FROM THE CROSS ROAD.  MARK IS
 BM1061'STAMPED FORKS 1943 AND PROJECTS ABOUT 5 INCHES.
 BM1061'
 BM1061'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1061'DISKS SET IN CONCRETE.
 BM1061'
 BM1061'REFERENCE MARK NO. 1 IS 7 PACES N OF THE CENTER LINE OF THE
 BM1061'E FORK AND IS STAMPED FORKS NO. 1 1943.  MARK PROJECTS ABOUT 6
 BM1061'INCHES.
 BM1061'
 BM1061'REFERENCE MARK NO. 2 IS 12 PACES NE OF THE 14-INCH OAK TREE
 BM1061'MENTIONED ABOVE.  MARK IS STAMPED FORKS NO. 2 1943 AND PROJECTS
 BM1061'ABOUT 5 INCHES.
 BM1061'
 BM1061'AZIMUTH MARK IS 0.25 MILE EASTERLY ON THE N SIDE OF THE MAIN
 BM1061'ROAD.  MARK IS 3 PACES N OF THE CENTER LINE OF THE ROAD AND
 BM1061'3 PACES W OF A LARGE FORKED CEDAR TREE.  IT IS STAMPED FORKS
 BM1061'1943 AND PROJECTS ABOUT 4 INCHES.
 BM1061'
 BM1061'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTES 77 AND
 BM1061'79 IN ROCKDALE GO E ON ROUTE 79 FOR 0.45 MILE TO THE FIRST SIDE
 BM1061'ROAD RIGHT AFTER CROSSING THE RAILROAD TRACKS, TURN RIGHT AND GO
 BM1061'0.3 MILE TO A T-ROAD, TURN LEFT AND GO 1.0 MILE TO A SIDE ROAD
 BM1061'LEFT, TURN LEFT AND GO 1.8 MILES TO A SIDE ROAD LEFT, CONTINUE
 BM1061'STRAIGHT AHEAD FOR 2.0 MILES TO A SIDE ROAD LEFT AND A LARGE
 BM1061'TREE IN A Y, TURN LEFT AND GO 1.5 MILES TO A SIDE ROAD RIGHT
 BM1061'AT THREE MAIL BOXES, TURN RIGHT AND GO 0.9 MILE TO A FORKS,
 BM1061'TAKE THE RIGHT FORK AND FOLLOW THE MAIN-TRAVELED ROAD FOR 3.6
 BM1061'MILES TO THE STATION AT A FORK JUST BEFORE REACHING A CROSS
 BM1061'ROAD.  TO REACH THE AZIMUTH TAKE THE RIGHT FORK AND GO 0.25
 BM1061'MILE TO THE AZIMUTH MARK ON THE LEFT.
 BM1061'
 BM1061'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM1061
 BM1061                          STATION RECOVERY (1999)
 BM1061
 BM1061'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2606 ***********************************************************************
 CS2606  DESIGNATION -  FORNEY
 CS2606  PID         -  CS2606
 CS2606  STATE/COUNTY-  TX/KAUFMAN
 CS2606  USGS QUAD   -  FORNEY NORTH (1973)
 CS2606
 CS2606                         *CURRENT SURVEY CONTROL
 CS2606  ___________________________________________________________________
 CS2606* NAD 83(1993)-  32 45 14.41383(N)    096 28 25.63432(W)     ADJUSTED  
 CS2606* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 CS2606  ___________________________________________________________________
 CS2606  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 CS2606  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS2606
 CS2606  HORZ ORDER  -  SECOND
 CS2606
 CS2606.The horizontal coordinates were established by classical geodetic methods
 CS2606.and adjusted by the National Geodetic Survey in February 1996..
 CS2606
 CS2606.The orthometric height was scaled from a topographic map.
 CS2606
 CS2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2606
 CS2606.The geoid height was determined by GEOID03.
 CS2606
 CS2606;                    North         East     Units Scale Factor Converg.
 CS2606;SPC TXNC     - 2,122,405.571   789,846.400   MT  0.99988603   +1 06 18.3
 CS2606;SPC TXNC     - 6,963,258.94  2,591,354.40   sFT  0.99988603   +1 06 18.3
 CS2606;UTM  14      - 3,626,840.303   736,672.996   MT  1.00029074   +1 22 02.6
 CS2606
 CS2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2606!SPC TXNC     -   0.99998156  x   0.99988603  =   0.99986759
 CS2606!UTM  14      -   0.99998156  x   1.00029074  =   1.00027229
 CS2606
 CS2606|---------------------------------------------------------------------|
 CS2606| PID    Reference Object                     Distance      Geod. Az  |
 CS2606|                                                           dddmmss.s |
 CS2606| CY1870 FORNEY RM 1                          27.282 METERS 05340     |
 CS2606| CS2597 FORNEY MUNICIPAL TANK               APPROX. 0.7 KM 1371409.8 |
 CS2606| CY1871 FORNEY RM 2                          23.679 METERS 14551     |
 CS2606| CY1869 FORNEY AZ MK                                       3193822.6 |
 CS2606|---------------------------------------------------------------------|
 CS2606
 CS2606                          SUPERSEDED SURVEY CONTROL
 CS2606
 CS2606  NAD 83(1993)-  32 45 14.42092(N)    096 28 25.62062(W) AD(       ) 2
 CS2606  NAD 83(1986)-  32 45 14.42102(N)    096 28 25.61775(W) AD(       ) 2
 CS2606  NAD 27      -  32 45 13.95800(N)    096 28 24.66700(W) AD(       ) 2
 CS2606
 CS2606.Superseded values are not recommended for survey control.
 CS2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2606.See file dsdata.txt to determine how the superseded data were derived.
 CS2606
 CS2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3667326840(NAD 83)
 CS2606_MARKER: DS = TRIANGULATION STATION DISK
 CS2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2606
 CS2606  HISTORY     - Date     Condition        Report By
 CS2606  HISTORY     - 1947     MONUMENTED       CGS
 CS2606  HISTORY     - 1949     GOOD             CGS
 CS2606  HISTORY     - 1955     MARK NOT FOUND   TXHD
 CS2606  HISTORY     - 1957     GOOD             USGS
 CS2606  HISTORY     - 1958     GOOD             CGS
 CS2606  HISTORY     - 1961     GOOD             USGS
 CS2606  HISTORY     - 1964     GOOD             CGS
 CS2606
 CS2606                          STATION DESCRIPTION
 CS2606
 CS2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2606'THE STATION IS LOCATED JUST OUTSIDE OF THE CITY LIMITS OF
 CS2606'FORNEY AT THE NORTHWEST EDGE OF TOWN.  IT IS 350 FEET NORTHWEST
 CS2606'OF THE PINK ELEPHANT BAR-B-Q, 40.5 FEET SOUTHWEST OF THE
 CS2606'CENTER OF U.S. HIGHWAY NO. 80, 43.5 FEET NORTH-NORTHWEST
 CS2606'OF THE CENTER OF THE NORTH GATE TO THE CEMETERY, 9 FEET
 CS2606'NORTHEAST OF A IRON FENCE, AND 8.5 FEET NORTHEAST OF A WITNESS
 CS2606'POST.  IT IS FLUSH WITH THE GROUND AND IS STAMPED FORNEY
 CS2606'1947.
 CS2606'
 CS2606'REFERENCE MARK NO. 1 IS AT THE SOUTHWEST EDGE OF A GARDEN,
 CS2606'48 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY NO. 80 AND
 CS2606'25.5 FEET SOUTHEAST OF A POWER LINE POLE.  IT IS FLUSH WITH
 CS2606'THE GROUND AND IS STAMPED FORNEY NO. 1 1947.
 CS2606'
 CS2606'REFERENCE MARK NO. 2 IS 49 FEET SOUTHWEST OF THE CENTER OF
 CS2606'U.S. HIGHWAY NO. 80, 34.5 FEET SOUTHEAST OF THE CENTER OF THE
 CS2606'NORTH GATE TO THE CEMETERY, AND 1 FOOT NORTHEAST OF A IRON
 CS2606'FENCE.  IT IS FLUSH WITH THE GROUND AND IS STAMPED FORNEY
 CS2606'NO. 2 1947.
 CS2606'
 CS2606'AZIMUTH MARK IS AT THE TOP OF A SMALL RIDGE 48.8 FEET
 CS2606'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 80, 4 FEET
 CS2606'SOUTHEAST OF A WITNESS POST, AND 6 INCHES NORTHEAST OF A
 CS2606'FENCE LINE.  IT IS FLUSH WITH THE GROUND AND IS STAMPED
 CS2606'FORNEY 1947.
 CS2606'
 CS2606'TO REACH FROM THE NORTHWEST ONE OF TWO TRAFFIC LIGHTS ON
 CS2606'U.S. HIGHWAY NO. 80 IN FORNEY, GO NORTHWEST ON U.S. HIGHWAY
 CS2606'NO. 80 FOR 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CS2606'
 CS2606'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 CS2606'ON U.S. HIGHWAY NO. 80 FOR 0.5 MILE TO THE AZIMUTH MARK ON
 CS2606'THE LEFT AS DESCRIBED.
 CS2606'
 CS2606'AN 87 FOOT SIGNAL AT TALTY IS VISIBLE AT 37 FEET.
 CS2606'
 CS2606'AN 87 FOOT SIGNAL AT SEAGO IS VISIBLE AT 37 FEET.
 CS2606'
 CS2606'AN 87 FOOT SIGNAL AT MESQUITE IS VISIBLE AT 4 FEET.
 CS2606'
 CS2606'AN 87 FOOT SIGNAL AT TEPEE IS VISIBLE AT 4 FEET.
 CS2606'
 CS2606'A 4 FOOT SIGNAL AT LONG IS VISIBLE AT 4 FEET.
 CS2606'
 CS2606'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2606
 CS2606                          STATION RECOVERY (1949)
 CS2606
 CS2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2606'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CS2606'IN GOOD CONDITION.  THE 1947 DESCRIPTION IS ADEQUATE, EXCEPTING,
 CS2606'THE DIRECTIONS TO THE AZIMUTH, REFERENCE MARK NO. 1 AND THE
 CS2606'FORNEY TANK, DID NOT CHECK WITH THE 1947 OBSERVATIONS, ALTHOUGH
 CS2606'A SECOND RUN WAS TAKEN.  THE DISTANCE TO REFERENCE MARK
 CS2606'NO. 1 DID NOT CHECK WITH THE 1947 MEASUREMENT.
 CS2606'
 CS2606'HEIGHT OF LIGHT ABOVE STATION MARK-22 METERS.
 CS2606
 CS2606                          STATION RECOVERY (1955)
 CS2606
 CS2606'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 CS2606'STATION OR R.M. NOT RECOVERED.  HIGHWAY R.O.W. HAS BEEN
 CS2606'FILLED IN ABOUT 2.0 FEET.
 CS2606
 CS2606                          STATION RECOVERY (1957)
 CS2606
 CS2606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CS2606'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CS2606'
 CS2606'AZIMUTH MARK WAS NOT FOUND, EITHER COVERED WITH DIRT OR
 CS2606'DESTROYED.
 CS2606'
 CS2606'STATION IS LOCATED 0.4 MILE NW OF JUNCTION U.S. HIGHWAY 80
 CS2606'AND FARM ROAD 740 SW, ALONG U.S. HIGHWAY 80.  42 FEET SW
 CS2606'U.S. HIGHWAY 80.  45 FEET NW OF CENTER OF NW GATE OF HILLCREST
 CS2606'CEMETERY.  8.1 FEET NE OF CEMETERY FENCE.  IN CONCRETE, 1.6
 CS2606'FEET UNDERGROUND, A STANDARD DISK STAMPED FORNEY 1947.
 CS2606'
 CS2606'REFERENCE MARK 1 IS 48 FEET NE CENTERLINE U.S. HIGHWAY 80.
 CS2606'25.5 FEET SE OF POWER POLE.  59 FEET SW OF SW CORNER CHURCH.
 CS2606'4 FEET NW OF EDGE OF DRIVEWAY.  IN CONCRETE POST 0.1 FEET
 CS2606'UNDERGROUND, STANDARD DISK STAMPED FORNEY NO. 1-1947.
 CS2606'
 CS2606'REFERENCE MARK 2 WAS FOUND AS DESCRIBED EXCEPT 0.2 FEET
 CS2606'UNDERGROUND.
 CS2606
 CS2606                          STATION RECOVERY (1958)
 CS2606
 CS2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2606'THE STATION, AZIMUTH AND 2 REFERENCE MARKS WERE RECOVERED
 CS2606'IN GOOD CONDITION.  THE STATION MARK IS NOW ABOUT 1 FOOT
 CS2606'BELOW THE SURFACE OF THE GROUND.
 CS2606
 CS2606                          STATION RECOVERY (1961)
 CS2606
 CS2606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS2606'STATION RECOVERED FROM 1947 DESCRIPTION AND 1949 RECOVERY
 CS2606'NOTES.  NOTE THAT A CHANGE OF DESCRIPTION HAS BEEN MENTIONED.
 CS2606'THE STATION IS LOCATED IN THE CITY LIMITS OF FORNEY OPPOSITE THE
 CS2606'FIRST FULL GOSPEL CHURCH, 40.5 FT SW OF THE CENTER LINE OF
 CS2606'U.S. HWY 80, 43.5 FT N-NE OF THE CENTER OF OLD GATE TO CEMETERY,
 CS2606'9 FT NE OF OLD WIRE FENCE, A STANDARD TABLET STAMPED FORNEY
 CS2606'1947, APPROXIMATELY 1.5 FT BELOW GROUND.  STATION HAS BEEN
 CS2606'COVERED TIN CANS AND LARGE ROCK TO AID FUTURE RECOVERY.
 CS2606
 CS2606                          STATION RECOVERY (1964)
 CS2606
 CS2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 CS2606'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CS2606'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 CS2606'ORIGINAL DESCRIPTION, EXCEPT THE PINK ELEPHANT BAR-B-Q IS
 CS2606'NO LONGER THERE AND U.S. HIGHWAY 80 BY PASSES THE STATION.
 CS2606'THE ROAD ALONG THE STATION IS NOW FARM ROAD 688.
 CS2606'
 CS2606'ADDITIONAL MEASUREMENTS FOR RECOVERY OF MARKS AND A TO REACH
 CS2606'THE STATION IS AS FOLLOWS--THE STATION MARK, A STANDARD DISK
 CS2606'STAMPED FORNEY 1947, IS SET IN A SQUARE CONCRETE POST WHICH
 CS2606'IS 16 INCHES BELOW THE SURFACE OF THE GROUND.  THE STATION
 CS2606'IS 0.4 MILE WEST ALONG FARM ROAD 688 FROM THE JUNCTION OF
 CS2606'FARM ROADS 688 AND 740 IN FORNERY.  AT THE NORTHEAST EDGE
 CS2606'OF THE HILLCREST CEMETERY, ON THE ROAD RIGHT-OF-WAY, 42
 CS2606'FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, AND 38 FEET
 CS2606'NORTHWEST OF THE NORTHWEST POST OF THE WEST ENTRANCE INTO
 CS2606'THE CEMETERY.
 CS2606'
 CS2606'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FORNEY NO. 1
 CS2606'1947, IS SET IN A SQUARE CONCRETE POST WHICH IS 1 INCH BELOW
 CS2606'THE SURFACE OF THE GROUND.  IT IS 48 FEET NORTHEAST OF THE
 CS2606'CENTER LINE OF HIGHWAY, 59 FEET SOUTHWEST OF THE WEST CORNER
 CS2606'OF THE FIRST BAPTIST CHURCH AND 25 FEET SOUTHEAST OF A POWER
 CS2606'LINE POLE.
 CS2606'
 CS2606'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FORNEY NO. 2
 CS2606'1947, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CS2606'OF THE GROUND.  IT IS 50 FEET SOUTHWEST OF THE CENTER LINE
 CS2606'OF HIGHWAY AND 27 FEET SOUTHEAST OF THE SOUTHEAST IRON POST
 CS2606'AT ENTRANCE TO THE CEMETERY.
 CS2606'
 CS2606'AZIMUTH MARK, A STANDARD DISK STAMPED FORNEY 1947, IS SET
 CS2606'IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE
 CS2606'OF THE GROUND.  IT IS 0.5 MILE NORTH OF THE STATION ALONG
 CS2606'FARM ROAD 688, 90 FEET WEST OF THE FORNEY HIGHWAY SIGN,
 CS2606'49 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, AND 1 FOOT
 CS2606'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2597 ***********************************************************************
 CS2597  DESIGNATION -  FORNEY MUNICIPAL TANK
 CS2597  PID         -  CS2597
 CS2597  STATE/COUNTY-  TX/KAUFMAN
 CS2597  USGS QUAD   -  FORNEY SOUTH (1973)
 CS2597
 CS2597                         *CURRENT SURVEY CONTROL
 CS2597  ___________________________________________________________________
 CS2597* NAD 83(1993)-  32 44 57.86873(N)    096 28 07.52747(W)     ADJUSTED  
 CS2597* NAVD 88     -                                                        
 CS2597  ___________________________________________________________________
 CS2597  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 CS2597  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS2597
 CS2597  HORZ ORDER  -  THIRD
 CS2597
 CS2597.The horizontal coordinates were established by classical geodetic methods
 CS2597.and adjusted by the National Geodetic Survey in February 1996..
 CS2597
 CS2597
 CS2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2597
 CS2597.The geoid height was determined by GEOID03.
 CS2597
 CS2597;                    North         East     Units Scale Factor Converg.
 CS2597;SPC TXNC     - 2,121,905.144   790,327.451   MT  0.99988645   +1 06 28.2
 CS2597;SPC TXNC     - 6,961,617.13  2,592,932.65   sFT  0.99988645   +1 06 28.2
 CS2597;UTM  14      - 3,626,341.880   737,156.529   MT  1.00029357   +1 22 11.8
 CS2597
 CS2597                          SUPERSEDED SURVEY CONTROL
 CS2597
 CS2597  NAD 83(1986)-  32 44 57.87586(N)    096 28 07.51092(W) AD(       ) 4
 CS2597  NAD 27      -  32 44 57.41500(N)    096 28 06.56400(W) AD(       ) 3
 CS2597
 CS2597.Superseded values are not recommended for survey control.
 CS2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2597.See file dsdata.txt to determine how the superseded data were derived.
 CS2597
 CS2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3715726342(NAD 83)
 CS2597_MARKER: 53 = ELEVATED TANK
 CS2597
 CS2597  HISTORY     - Date     Condition        Report By
 CS2597  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2597  HISTORY     - 1949     GOOD             CGS
 CS2597  HISTORY     - 1960     GOOD             CGS
 CS2597
 CS2597                          STATION DESCRIPTION
 CS2597
 CS2597'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2597'THE STATION IS LOCATED IN THE NORTH PART OF FORNEY ABOUT 50
 CS2597'FEET NORTH OF ARNEE STREET AND 50 FEET WEST OF ELM STREET.
 CS2597'IT IS A 4 LEGGED, BLACK PAINTED STEEL WATER TANK ABOUT 105
 CS2597'FEET HIGH WITH A BALL ON TOP OF THE CENTER OF THE TANK.
 CS2597'
 CS2597'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 CS2597'
 CS2597'THE SAME AS FORNEY, ICE AND WATER CO., WATER TANK
 CS2597
 CS2597                          STATION RECOVERY (1949)
 CS2597
 CS2597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2597'THE STATION IS LOCATED IN THE TOWN OF FORNEY, 1 BLOCK NORTHEAST
 CS2597'OF U.S. HIGHWAY 80, AND 1/2 BLOCK WEST OF THE FORNEY PUBLIC
 CS2597'SCHOOL.  IT IS A 4 LEGGED STEEL STRUCTURE ABOUT 100 FEET
 CS2597'HIGH, AND 28 FEET SQUARE AT THE BASE.  IT IS SILVER IN COLOR.
 CS2597'
 CS2597'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CS2597
 CS2597                          STATION RECOVERY (1960)
 CS2597
 CS2597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2597'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2597'
 CS2597'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2728 ***********************************************************************
 CS2728  DESIGNATION -  FORRESTON
 CS2728  PID         -  CS2728
 CS2728  STATE/COUNTY-  TX/ELLIS
 CS2728  USGS QUAD   -  FORRESTON (1978)
 CS2728
 CS2728                         *CURRENT SURVEY CONTROL
 CS2728  ___________________________________________________________________
 CS2728* NAD 83(1993)-  32 15 15.00878(N)    096 51 57.40855(W)     ADJUSTED  
 CS2728* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 CS2728  ___________________________________________________________________
 CS2728  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 CS2728  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CS2728
 CS2728  HORZ ORDER  -  SECOND
 CS2728
 CS2728.The horizontal coordinates were established by classical geodetic methods
 CS2728.and adjusted by the National Geodetic Survey in February 1996..
 CS2728
 CS2728.The orthometric height was scaled from a topographic map.
 CS2728
 CS2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2728
 CS2728.The geoid height was determined by GEOID03.
 CS2728
 CS2728;                    North         East     Units Scale Factor Converg.
 CS2728;SPC TXNC     - 2,066,347.029   753,968.328   MT  0.99996872   +0 53 28.3
 CS2728;SPC TXNC     - 6,779,340.21  2,473,644.42   sFT  0.99996872   +0 53 28.3
 CS2728;UTM  14      - 3,570,607.582   701,034.846   MT  1.00009842   +1 08 21.4
 CS2728
 CS2728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2728!SPC TXNC     -   0.99997795  x   0.99996872  =   0.99994667
 CS2728!UTM  14      -   0.99997795  x   1.00009842  =   1.00007637
 CS2728
 CS2728|---------------------------------------------------------------------|
 CS2728| PID    Reference Object                     Distance      Geod. Az  |
 CS2728|                                                           dddmmss.s |
 CS2728| CY1876 FORRESTON RM 1                       28.803 METERS 01614     |
 CS2728| CY1875 FORRESTON AZ MK                                    1845940.6 |
 CS2728| CS2720 ITALY WATER TANK                    APPROX. 8.2 KM 1955427.8 |
 CS2728| CY1877 FORRESTON RM 2                       30.919 METERS 26140     |
 CS2728|---------------------------------------------------------------------|
 CS2728
 CS2728                          SUPERSEDED SURVEY CONTROL
 CS2728
 CS2728  NAD 83(1986)-  32 15 15.01632(N)    096 51 57.38902(W) AD(       ) 2
 CS2728  NAD 27      -  32 15 14.48700(N)    096 51 56.40100(W) AD(       ) 2
 CS2728
 CS2728.Superseded values are not recommended for survey control.
 CS2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2728.See file dsdata.txt to determine how the superseded data were derived.
 CS2728
 CS2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0103570608(NAD 83)
 CS2728_MARKER: DS = TRIANGULATION STATION DISK
 CS2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2728
 CS2728  HISTORY     - Date     Condition        Report By
 CS2728  HISTORY     - 1948     MONUMENTED       CGS
 CS2728  HISTORY     - 1949     GOOD             CGS
 CS2728  HISTORY     - 1952     GOOD             CGS
 CS2728  HISTORY     - 1985     GOOD             LOCSUR
 CS2728  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS2728
 CS2728                          STATION DESCRIPTION
 CS2728
 CS2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WEW)
 CS2728'THE STATION IS LOCATED IN THE SOUTH SIDE OF FORRESTON ALONG
 CS2728'THE WEST SIDE OF U.S. HIGHWAY 77.  IT IS 103 FEET EAST-SOUTHEAST
 CS2728'OF THE SOUTHEAST CORNER OF AN UNPAINTED HOUSE, 64 FEET WEST
 CS2728'OF THE CENTERLINE OF HIGHWAY 77 AND 20 FEET NORTH OF THE
 CS2728'CENTERLINE OF THE LANE LEADING TO HOUSE.  THE MARK IS FLUSH
 CS2728'WITH THE GROUND AND THE DISK IS STAMPED FORRESTON 1948.
 CS2728'
 CS2728'REFERENCE MARK NO. 1 IS 94.50 FEET NORTH-NORTHEAST OF THE
 CS2728'STATION, 37 FEET WEST OF THE CENTERLINE OF HIGHWAY 77 AND
 CS2728'31 FEET SOUTH OF THE CENTERLINE OF STREET LEADING WEST.  THE
 CS2728'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FORRESTON
 CS2728'NO 1 1948.
 CS2728'
 CS2728'REFERENCE MARK NO. 2 IS 101.44 FEET WEST-SOUTHWEST OF THE
 CS2728'STATION, 50 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE,
 CS2728'4 FEET NORTH OF THE YARD FENCE AND 2 FEET EAST OF A CLOTHES-LINE
 CS2728'POLE.  THE MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED
 CS2728'FORRESTON NO 2 1948.
 CS2728'
 CS2728'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION, 37 FEET
 CS2728'WEST OF THE CENTERLINE OF HIGHWAY 77 AND 2 FEET NORTH OF A
 CS2728'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 CS2728'STAMPED FORRESTON 1948.
 CS2728'
 CS2728'TO REACH FROM THE POST OFFICE IN FORRESTON, GO SOUTH ON
 CS2728'HIGHWAY 77 FOR 0.1 MILE TO THE STATION ON THE RIGHT.  CONTINUE
 CS2728'ON PAST STATION 0.4 MILE TO THE AZIMUTH MARK ON ON THE RIGHT.
 CS2728'
 CS2728'A 74 FOOT SIGNAL AT HOG IS VISIBLE AT 20 FEET.
 CS2728'
 CS2728'A 100 FOOT SIGNAL AT ITALY IS VISIBLE AT 20 FEET.
 CS2728'
 CS2728'A 47 FOOT SIGNAL AT BEE IS VISIBLE FROM THE GROUND.
 CS2728'
 CS2728'A 100 FOOT SIGNAL AT ONION IS VISIBLE AT 37 FEET.
 CS2728'
 CS2728'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2728
 CS2728                          STATION RECOVERY (1949)
 CS2728
 CS2728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2728'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1948 AND
 CS2728'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE
 CS2728'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE 1948 DESCRIPTION
 CS2728'IS ADEQUATE.
 CS2728'
 CS2728'A 100 FOOT SIGNAL AT ONION 1948 IS VISIBLE AT 64 FEET.
 CS2728'
 CS2728'A 74 FOOT SIGNAL AT YALE IS VISIBLE AT 64 FEET.
 CS2728'
 CS2728'A 100 FOOT SIGNAL AT REAGOR IS VISIBLE AT 64 FEET.
 CS2728'
 CS2728'A 74 FOOT SIGNAL AT LONG IS VISIBLE AT 37 FEET.
 CS2728'
 CS2728'A 74 FOOT SIGNAL AT AVALON 1948 IS VISIBLE AT 37 FEET.
 CS2728'
 CS2728'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 CS2728
 CS2728                          STATION RECOVERY (1952)
 CS2728
 CS2728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (FJ)
 CS2728'STATION IS LOCATED IN TOWN OF FORRESTON ON A VACANT LOT.  STATION
 CS2728'IS 0.14 MI. SOUTH OF CROSSROAD WHICH CROSSES RAILROAD NORTH
 CS2728'OF THE RAILROAD STATION, AND 64.5 FT WEST OF THE CENTERLINE
 CS2728'OF U.S. 77.
 CS2728'
 CS2728'GOOD CONDITION.
 CS2728
 CS2728                          STATION RECOVERY (1985)
 CS2728
 CS2728'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (JN)
 CS2728'RECOVERED IN GOOD CONDITION.
 CS2728
 CS2728                          STATION RECOVERY (2002)
 CS2728
 CS2728'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS2728'RM 1 RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3077 ***********************************************************************
 CS3077  DESIGNATION -  FORT
 CS3077  PID         -  CS3077
 CS3077  STATE/COUNTY-  TX/HILL
 CS3077  USGS QUAD   -  LAKESIDE VILLAGE (1976)
 CS3077
 CS3077                         *CURRENT SURVEY CONTROL
 CS3077  ___________________________________________________________________
 CS3077* NAD 83(1993)-  32 01 37.39961(N)    097 24 54.60098(W)     ADJUSTED  
 CS3077* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 CS3077  ___________________________________________________________________
 CS3077  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CS3077  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS3077
 CS3077  HORZ ORDER  -  SECOND
 CS3077
 CS3077.The horizontal coordinates were established by classical geodetic methods
 CS3077.and adjusted by the National Geodetic Survey in February 1996..
 CS3077
 CS3077.The orthometric height was scaled from a topographic map.
 CS3077
 CS3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3077
 CS3077.The geoid height was determined by GEOID03.
 CS3077
 CS3077;                    North         East     Units Scale Factor Converg.
 CS3077;SPC TXNC     - 2,040,494.260   702,480.540   MT  1.00003113   +0 35 30.0
 CS3077;SPC TXNC     - 6,694,521.58  2,304,721.57   sFT  1.00003113   +0 35 30.0
 CS3077;SPC TX C     - 3,265,293.081   975,645.607   MT  1.00004177   +1 30 10.9
 CS3077;SPC TX C     -10,712,882.38  3,200,930.63   sFT  1.00004177   +1 30 10.9
 CS3077;UTM  14      - 3,544,532.444   649,660.394   MT  0.99987623   +0 50 26.2
 CS3077
 CS3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3077!SPC TXNC     -   0.99997292  x   1.00003113  =   1.00000405
 CS3077!SPC TX C     -   0.99997292  x   1.00004177  =   1.00001469
 CS3077!UTM  14      -   0.99997292  x   0.99987623  =   0.99984915
 CS3077
 CS3077:                Primary Azimuth Mark                     Grid Az
 CS3077:SPC TXNC     -  WACO FORT WORTH ARIWAY BCN 48            026 17 34.9
 CS3077:SPC TX C     -  WACO FORT WORTH ARIWAY BCN 48            025 22 54.0
 CS3077:UTM  14      -  WACO FORT WORTH ARIWAY BCN 48            026 02 38.7
 CS3077
 CS3077|---------------------------------------------------------------------|
 CS3077| PID    Reference Object                     Distance      Geod. Az  |
 CS3077|                                                           dddmmss.s |
 CS3077| CS3073 WACO FORT WORTH ARIWAY BCN 48       APPROX.27.5 KM 0265304.9 |
 CS3077| CY1879 FORT RM 1                            23.977 METERS 03731     |
 CS3077| CY1878 FORT AZ MK                                         0924733.8 |
 CS3077| CY1880 FORT RM 2                            25.115 METERS 27853     |
 CS3077|---------------------------------------------------------------------|
 CS3077
 CS3077                          SUPERSEDED SURVEY CONTROL
 CS3077
 CS3077  NAD 83(1986)-  32 01 37.40657(N)    097 24 54.57977(W) AD(       ) 2
 CS3077  NAD 27      -  32 01 36.85400(N)    097 24 53.51900(W) AD(       ) 2
 CS3077
 CS3077.Superseded values are not recommended for survey control.
 CS3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3077.See file dsdata.txt to determine how the superseded data were derived.
 CS3077
 CS3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4966044532(NAD 83)
 CS3077_MARKER: DD = SURVEY DISK
 CS3077_SETTING: 0 = UNSPECIFIED SETTING
 CS3077
 CS3077  HISTORY     - Date     Condition        Report By
 CS3077  HISTORY     - 1944     MONUMENTED       CGS
 CS3077  HISTORY     - 1966     GOOD             USGS
 CS3077  HISTORY     - 1976     GOOD             LOCENG
 CS3077  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS3077
 CS3077                          STATION DESCRIPTION
 CS3077
 CS3077'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3077'STATION IS LOCATED ABOUT 1.8 MILES NW OF FORT GRAHAM, 0.5
 CS3077'MILE E OF THE BRAZOS RIVER, 0.4 MILE W OF STEINER VALLEY,
 CS3077'ON THE HIGH POINT AND S END OF THE RIDGE BETWEEN BEAR CREEK
 CS3077'AND THE BRAZOS RIVER, AND ON LAND OWNED BY CLAUDE PARKS,
 CS3077'WHO LIVES 1.25 MILES SSE OF THE STATION.  IT IS 50 FEET
 CS3077'SE OF A GROUP OF SMALL CEDAR TREES, 90 FEET S OF A DEAD OAK
 CS3077'TREE, AND 90 FEET NE OF A 12-INCH OAK TREE.  IT IS STAMPED FORT
 CS3077'1944 AND PROJECTS ABOUT 8 INCHES.
 CS3077'
 CS3077'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS3077'DISKS SET IN CONCRETE.
 CS3077'
 CS3077'REFERENCE MARK 1 IS NE OF THE STATION, 7 FEET E OF A 3-INCH
 CS3077'OAK TREE SET IN AN OPEN SPOT IN THE RIDGE.  IT IS STAMPED
 CS3077'FORT NO 1 1944 AND PROJECTS ABOUT 5 INCHES.
 CS3077'
 CS3077'REFERENCE MARK 2 IS NW OF THE STATION, 25 FEET W OF A GROUP
 CS3077'OF SMALL CEDAR TREES, AND 15 FEET W OF A 2-FOOT OAK TREE
 CS3077'STUMP.  IT IS STAMPED FORT NO 2 1944 AND PROJECTS ABOUT 8
 CS3077'INCHES.
 CS3077'
 CS3077'AZIMUTH MARK IS ABOUT 0.35 MILE E OF THE STATION, 0.1 MILE
 CS3077'S OF A WIRE GATE, 75 FEET N OF THE CATTLE GUARD, 30 FEET W
 CS3077'OF THE CENTER LINE OF THE DIRT ROAD, AND 2 FEET W OF THE
 CS3077'FENCE LINE.  IT IS STAMPED FORT 1944 AND PROJECTS ABOUT 8
 CS3077'INCHES.  TO REACH FROM THE STATION, GO E TO WIRE GATE, TURN
 CS3077'RIGHT ON DIRT ROAD AND GO 0.1 MILE TO CATTLE GUARD AND THE
 CS3077'MARK ON THE RIGHT.
 CS3077'
 CS3077'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 CS3077'STATE HIGHWAY 22 IN WHITNEY, GO W ON MAIN ROAD FOR 4.45 MILES
 CS3077'TO A SMALL STEEL BRIDGE, CONTINUE ON MAIN-TRAVELED ROAD FOR
 CS3077'2.8 MILES TO A T-ROAD RIGHT AT A SIGN STEINER VALLEY RANCH,
 CS3077'TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD FOR 0.5 MILE TO
 CS3077'A RIGHT TURN AT THE PARKS RANCH HOUSE ON THE RIGHT.  TURN
 CS3077'RIGHT AND FOLLOW MAIN-TRAVELED ROAD IN A NE DIRECTION FOR
 CS3077'1.1 MILES TO A CATTLE GUARD ON THE LEFT, TURN LEFT THROUGH
 CS3077'CATTLE GUARD AND CONTINUE ON RANCH ROAD FOR 0.1 MILE TO A
 CS3077'WIRE GATE IN FENCE LINE ON THE LEFT, PASS THROUGH WIRE GATE
 CS3077'AND FOLLOW DIM TRACK ROAD IN A NW DIRECTION FOR 0.35 MILE
 CS3077'TO THE TOP OF THE RIDGE AND STATION ON THE RIGHT.
 CS3077'
 CS3077'OBSERVATIONS MADE FROM A 77-FOOT TOWER.
 CS3077'
 CS3077'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 CS3077
 CS3077                          STATION RECOVERY (1966)
 CS3077
 CS3077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CS3077'STATION FOUND IN GOOD CONDITION.  TO REACH FROM THE INTERSECTION
 CS3077'OF FM HWYS 67 AND 933 IN BLUM, GO S ON FM HWY 933 FOR 7.1
 CS3077'MILES TO A DIRT ROAD RIGHT.  TURN RIGHT FOR 0.2 MILE TO
 CS3077'Y-ROAD.  CONTINUE W ON MAIN TRAVELED ROAD FOR 2.8 MILES
 CS3077'TO T-ROAD JUST BEYOND BEAR CREEK.  TURN LEFT AND GO S AND
 CS3077'W FOR 1.5 MILES TO AN OLD CATTLE GUARD ON THE RIGHT AT A
 CS3077'BEND IN THE ROAD.  TURN RIGHT THRU GATE AND GO 0.1 MILE TO
 CS3077'A WIRE GATE ON THE LEFT.  PASS THRU GATE AND FOLLOW TRACK
 CS3077'ROAD W FOR 0.35 MILE TO TOP OF RIDGE AND STATION ON RIGHT.
 CS3077'
 CS3077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.8 MILES
 CS3077'NW OF FORT GRAHAM
 CS3077
 CS3077                          STATION RECOVERY (1976)
 CS3077
 CS3077'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (LWF)
 CS3077'FORT 1944 RECOVERED GOOD.
 CS3077'
 CS3077'R.M. NO. 1 1944 RECOVERED GOOD.
 CS3077'
 CS3077'R.M. NO. 2 1944 RECOVERED GOOD.
 CS3077
 CS3077                          STATION RECOVERY (1999)
 CS3077
 CS3077'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0575 ***********************************************************************
 CE0575  DESIGNATION -  FORT
 CE0575  PID         -  CE0575
 CE0575  STATE/COUNTY-  TX/EL PASO
 CE0575  USGS QUAD   -  EL PASO (1997)
 CE0575
 CE0575                         *CURRENT SURVEY CONTROL
 CE0575  ___________________________________________________________________
 CE0575* NAD 83(1993)-  31 50 40.19819(N)    106 26 42.34347(W)     ADJUSTED  
 CE0575* NAVD 88     -      1216.4    (meters)    3991.     (feet)  VERTCON   
 CE0575  ___________________________________________________________________
 CE0575  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 CE0575  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0575
 CE0575  HORZ ORDER  -  FIRST
 CE0575
 CE0575.The horizontal coordinates were established by classical geodetic methods
 CE0575.and adjusted by the National Geodetic Survey in February 1996..
 CE0575
 CE0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0575
 CE0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0575
 CE0575.The geoid height was determined by GEOID03.
 CE0575
 CE0575;                    North         East     Units Scale Factor Converg.
 CE0575;SPC TX C     - 3,257,321.715   121,804.733   MT  0.99998980   -3 08 52.5
 CE0575;SPC TX C     -10,686,729.66    399,621.03   sFT  0.99998980   -3 08 52.5
 CE0575;UTM  13      - 3,524,109.745   363,266.675   MT  0.99983058   -0 45 45.3
 CE0575
 CE0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0575!SPC TX C     -   0.99981279  x   0.99998980  =   0.99980260
 CE0575!UTM  13      -   0.99981279  x   0.99983058  =   0.99964341
 CE0575
 CE0575:                Primary Azimuth Mark                     Grid Az
 CE0575:SPC TX C     -  RIO VALLEY HOG RANCH TALLER TK           037 53 35.5
 CE0575:UTM  13      -  RIO VALLEY HOG RANCH TALLER TK           035 30 28.3
 CE0575
 CE0575|---------------------------------------------------------------------|
 CE0575| PID    Reference Object                     Distance      Geod. Az  |
 CE0575|                                                           dddmmss.s |
 CE0575| CE0519 RIO VALLEY HOG RANCH TALLER TK      APPROX.13.3 KM 0344443.0 |
 CE0575| CE0547 EL PASO NAT GAS STA 3 WATER TK      APPROX. 3.6 KM 0574415.7 |
 CE0575| CC7409 FORT RM 1                            10.934 METERS 06603     |
 CE0575| CE0549 EL PASO BIGGS FIELD WATER TANK      APPROX. 5.9 KM 1051451.1 |
 CE0575| CE0543 EL PASO MUN APT CONTROL TOWER       APPROX. 6.8 KM 1365041.9 |
 CE0575| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX.10.5 KM 1493113.0 |
 CE0575| CE0544 EL PASO PASOTEX REFINERY STK        APPROX. 9.7 KM 1512012.7 |
 CE0575| CC7410 FORT RM 2                             8.417 METERS 15625     |
 CE0575| CE0555 EL PASE FORT BLISS NEW SECTION TANK APPROX. 4.9 KM 1631236.3 |
 CE0575| CE0578 EL PASO FORT BLISS OLD SECTION TANK APPROX. 4.0 KM 1653306.7 |
 CE0575| CE0572 FT BLISS CH SPIRE CEN OF 5          307.691 METERS 23023     |
 CE0575| CC7411 FORT RM 3                            13.556 METERS 24122     |
 CE0575| CE0568 FT BLISS CH SPIRE 2ND N OF 5        272.590 METERS 29638     |
 CE0575| CC7412 FORT RM 4                            13.875 METERS 31947     |
 CE0575| CC7408 FORT AZ MK                                         3550209.2 |
 CE0575| CE0608 FORT AZ MK 2                        APPROX. 0.8 KM 3555842.6 |
 CE0575|---------------------------------------------------------------------|
 CE0575
 CE0575                          SUPERSEDED SURVEY CONTROL
 CE0575
 CE0575  NAD 83(1993)-  31 50 40.19928(N)    106 26 42.34295(W) AD(       ) 1
 CE0575  NAD 83(1986)-  31 50 40.20189(N)    106 26 42.34234(W) AD(       ) 1
 CE0575  NAD 27      -  31 50 39.81600(N)    106 26 40.39200(W) AD(       ) 1
 CE0575  NGVD 29 (07/19/86) 1215.9    (m)         3989.     (f) VERT ANG       
 CE0575
 CE0575.Superseded values are not recommended for survey control.
 CE0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0575.See file dsdata.txt to determine how the superseded data were derived.
 CE0575
 CE0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6326724110(NAD 83)
 CE0575_MARKER: DS = TRIANGULATION STATION DISK
 CE0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0575_MAGNETIC: P = MARKER IS A STEEL PIPE
 CE0575
 CE0575  HISTORY     - Date     Condition        Report By
 CE0575  HISTORY     - 1943     MONUMENTED       CGS
 CE0575  HISTORY     - 1951     GOOD             USE
 CE0575  HISTORY     - 1954     GOOD             AMS
 CE0575  HISTORY     - 1956     GOOD             CGS
 CE0575  HISTORY     - 1958     GOOD             CGS
 CE0575  HISTORY     - 1967     GOOD             CGS
 CE0575  HISTORY     - 1980     GOOD             NGS
 CE0575
 CE0575                          STATION DESCRIPTION
 CE0575
 CE0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0575'A DRIVE STATION.  LOCATED ABOUT 6.0 MILES N AND 2.5 MILES
 CE0575'E OF CENTER OF EL PASO, OPPOSITE ANTI-AIRCRAFT TRAINING CENTER
 CE0575'HEADQUARTERS AT FORT BLISS ON U.S. HIGHWAY 54.
 CE0575'
 CE0575'STATION IS IN S END OF Y FORMED BY U.S. HIGHWAY 54 LEADING RIGHT
 CE0575'AND A OILED ROAD LEADING LEFT TO MILITARY BUILDINGS.  53-1/2
 CE0575'FEET W OF CENTER LINE OF U.S. HIGHWAY 54, 51 FEET E OF ROAD
 CE0575'LEADING NW TO BUILDINGS.  A BRONZE DISK SET IN THE TOP OF A
 CE0575'12-INCH SQUARE CONCRETE POST SET FLUSH WITH THE GROUND, STAMPED
 CE0575'FORT 1943.
 CE0575'
 CE0575'REFERENCE MARK 1 IS 27 FEET W OF CENTER LINE OF HIGHWAY 54,
 CE0575'4 FEET N OF AN OILED SIDEWALK.  A BRONZE REFERENCE DISK SET
 CE0575'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST SET FLUSH WITH
 CE0575'GROUND, STAMPED FORT NO. 1 1943.
 CE0575'
 CE0575'REFERENCE MARK 2 IS 28 FEET W OF CENTER LINE OF HIGHWAY 54,
 CE0575'27.612 FEET SE OF STATION.  A BRONZE REFERENCE DISK SET IN THE
 CE0575'TOP OF A 12-INCH SQUARE CONCRETE POST SET FLUSH WITH THE GROUND,
 CE0575'STAMPED FORT NO. 2 1943.
 CE0575'
 CE0575'AZIMUTH MARK IS 0.35 MILE N OF STATION ALONG OILED ROAD
 CE0575'LEADING TO BUILDINGS, 78 FEET E OF A FIRE PLUG, 225 FEET SW
 CE0575'OF A COMMUNICATION SCHOOL.  A BRONZE AZIMUTH DISK SET IN THE
 CE0575'TOP OF A 12-INCH SQUARE CONCRETE POST, STAMPED FORT 1943.
 CE0575'
 CE0575'TO REACH FROM THE INTERSECTION OF NORTH PIEDRAS STREET AND
 CE0575'ALAMEDA AVENUE, IN E EDGE OF EL PASO, GO N ON U.S. HIGHWAY 54,
 CE0575'TOWARD ALAMOGORDO FOR 5.70 MILES TO FORT BLISS FIRE STATION
 CE0575'4 ON LEFT, AND THE ANTI-AIRCRAFT TRAINING CENTER HEADQUARTERS
 CE0575'ON RIGHT.
 CE0575'
 CE0575'A RIGHT-OF-WAY POST PROJECTING 2-1/2 FEET AND 6 INCHES SQUARE
 CE0575'TAPERED AT THE TOP, IS 17 FEET N OF THE STATION ON S SIDE OF
 CE0575'THE HIGHWAY.
 CE0575'
 CE0575'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CE0575
 CE0575                          STATION RECOVERY (1951)
 CE0575
 CE0575'RECOVERY NOTE BY US ENGINEERS 1951
 CE0575'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
 CE0575
 CE0575                          STATION RECOVERY (1954)
 CE0575
 CE0575'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0575'THE STATION, A STANDARD DISK, STAMPED FORT 1943 AND SET IN THE
 CE0575'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT., WAS RECOVERED AS
 CE0575'DESCRIBED IN GOOD CONDITION.  THE STATION IS 30.5 FT. S-SE OF
 CE0575'THE CENTERLINE OF A SIDEWALK INTERSECTION, 47.5 FT. E OF THE
 CE0575'CENTERLINE OF A BLACK-TOP ROAD, 54 FT. W OF THE CENTERLINE
 CE0575'OF HIGHWAY 54, AND 28.6 FT. N OF THE CENTER OF A LOW TREE LINE.
 CE0575'
 CE0575'REFERENCE MARKS WERE NOT FOUND.
 CE0575'
 CE0575'AZIMUTH MARK IS GOOD.  AZIMUTH MARK, A STANDARD AZIMUTH-MARK
 CE0575'DISK, STAMPED FORT 1943 AND SET IN THE TOP OF A CONCRETE POST
 CE0575'FLUSH WITH THE GROUND, WAS RECOVERED AS DESCRIBED IN GOOD
 CE0575'CONDITION.  THE MARK IS W-SW OF BUILDING NO. T-4343, 48.8 FT.
 CE0575'E OF THE CENTERLINE OF A ROAD, 109 FT. S OF THE CENTERLINE OF A
 CE0575'ROAD, 82 FT. W OF THE CENTERLINE OF A ROAD, AND 25.1 FT. W-SW
 CE0575'OF A TELEPHONE POLE.
 CE0575
 CE0575                          STATION RECOVERY (1956)
 CE0575
 CE0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LWD)
 CE0575'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CE0575'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CE0575
 CE0575                          STATION RECOVERY (1958)
 CE0575
 CE0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CE0575'STATION, AZIMUTH MARK, AND REFERENCE MARKS RECOVERED IN GOOD
 CE0575'CONDITION AS DESCRIBED BY EHB IN 1943, AMS IN 1954, AND LWD IN
 CE0575'1956 EXCEPT FOR THE FOLLOWING--
 CE0575'
 CE0575'REFERENCE MARK NO. 1 IS 31.2 FEET WEST CENTERLINE HWY 54, 22.0
 CE0575'FEET NORTH-NORTHEAST OF CONCRETE HIGHWAY ROW MARKER AND 10
 CE0575'INCHES BELOW SURFACE.  REFERENCE MARK NO. 2 IS 31.4 FEET WEST
 CE0575'CENTERLINE OF HWY 54, 38.6 FEET SOUTH-SOUTHWEST OF CONCRETE
 CE0575'HIGHWAY ROW MARK AND 6 INCHES BELOW THE SURFACE.
 CE0575
 CE0575                          STATION RECOVERY (1967)
 CE0575
 CE0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 CE0575'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION IS NOT ADEQUATE.
 CE0575'BOTH R.M.S HAVE BEEN DESTROYED DUE TO ROAD WIDENING, THE
 CE0575'AZIMUTH MARK WAS NOT SEARCHED FOR.
 CE0575'
 CE0575'TO REACH FROM THE INTERSECTION OF ALAMEDA AVENUE (U.S. 80) AND
 CE0575'NORTH PIEDRAS STREET (U.S. 54), GO NORTH ON U.S. 54 FOR 5.70
 CE0575'MILES, U.S. 54 TURNS EASTERLY ON PERSHING STREET AND THEN NORTHERLY
 CE0575'ON DYER STREET, TO THE INTERSECTION OF DYER AND LEO.  THE STATION
 CE0575'IS LOCATED AT THE SMALL TRAFFIC ISLAND FORMED AT THE JUNCTION
 CE0575'OF THESE STREETS.  THE MARK IS AT THE EASTERLY END OF THE
 CE0575'TRIANGULAR SHAPED ISLAND.  IT IS 53.5 FEET NORTHWEST OF THE
 CE0575'CENTER LINE OF THE HIGHWAY DIVIDER.  43.3 FEET EAST OF THE
 CE0575'WEST EDGE OF THE ISLAND.  2.5 FEET WEST OF THE EAST EDGE OF
 CE0575'THE CURBING.  THE FIRE STATION MENTIONED IN THE PREVIOUS
 CE0575'DESCRIPTION IS GONE, BUT THERE ARE SEVERAL MILITARY BUILDINGS
 CE0575'IN THE NEAR VICINITY OF THE STATION.
 CE0575
 CE0575                          STATION RECOVERY (1980)
 CE0575
 CE0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0575'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 CE0575'MARK 1 AND 2 WERE REPORTED DESTROYED IN 1967.  THE AZIMUTH
 CE0575'MARK WAS SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARKS
 CE0575'3 AND 4 AND AZIMUTH MARK NO 2 WERE ESTABLISHED AT THIS TIME.
 CE0575'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 CE0575'THE STATION IS LOCATED ABOUT 10.5 KM (6-1/2 MI) NORTH-NORTHEAST
 CE0575'FROM THE CENTER OF EL PASO, 7.2 KM (4-1/2 MI) NOOTHWEST FROM
 CE0575'EL PASO INTERNATIONAL AIRPORT CONTROL TOWER, 7.2 KM (4-1/2 MI)
 CE0575'SOUTHWEST FROM THE JUNCTION OF NORTH LOOP 375, U.S. HIGHWAY
 CE0575'54 AND FARM ROAD 3255.
 CE0575'OWNERSHIP--DEPARTMENT OF THE ARMY, PERMISSION
 CE0575'THROUGH MR. JESSE WOOD, OFFICE BUILDING 1016, FORT BLISS, TX
 CE0575'79906, TELEPHONE NUMBER 915-568-3034.
 CE0575'
 CE0575'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 CE0575'AND DYER STREET, GO SOUTHWEST ON DYER STREET FOR 0.8 KM
 CE0575'(0.5 MI) TO THE JUNCTION OF DYER STREET AND LEO DRIVE AND
 CE0575'THE STATION AT THE INTERSECTION.
 CE0575'
 CE0575'THE STATION IS A STANDARD NGS DISK
 CE0575'STAMPED---FORT 1943---,
 CE0575'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0575'RECESSED 40 CM BELOW THE GROUND.  IT IS LOCATED
 CE0575'15.5 METERS (51.0 FT) EAST FROM THE CENTER OF LEO STREET,
 CE0575'13.6 METERS (44.5 FT) NORTHEAST FROM A LIGHT POLE, AND
 CE0575'9.9 METERS (32.5 FT) WEST FROM THE CENTER THE SOUTH LANE OF DYER
 CE0575'STREET.
 CE0575'
 CE0575'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 CE0575'STAMPED---FORT 1943 NO 3 1980---,
 CE0575'SET IN A DRILL HOLE IN A CONCRETE CURB.
 CE0575'IT IS LOCATED
 CE0575'18.44 METERS (60.5 FT) WEST FROM THE CENTER THE SOUTH LANE OF
 CE0575'DYER STREET,
 CE0575'2.44 METERS (8.0 FT) EAST FROM THE CENTER OF LEO STREET, AND
 CE0575'2.37 METERS (7.8 FT) NORTH FROM THE LIGHT POLE.
 CE0575'MARK IS ABOVE STATION 0.5 METERS.
 CE0575'
 CE0575'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK
 CE0575'STAMPED---FORT 1943 NO 4 1980---,
 CE0575'SET IN A DRILL HOLE IN A CONCRETE CURB.
 CE0575'IT IS LOCATED
 CE0575'22.7 METERS (75.0 FT) WEST FROM THE CENTER OF THE SOUTH LANE DYER
 CE0575'STREET,
 CE0575'19.2 METERS (63.0 FT) NORTHEAST FROM THE LIGHT POLE, AND
 CE0575'7.47 METERS (24.5 FT) EAST FROM THE CENTER OF LEO STREET.
 CE0575'MARK IS ABOVE STATION 0.4 METERS.
 CE0575'
 CE0575'AZIMUTH MARK NUMBER 02 IS A STANDARD NGS DISK
 CE0575'STAMPED---FORT 1943 NO 2 1981---,
 CE0575'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.
 CE0575'IT IS LOCATED
 CE0575'21.5 METERS (70.5 FT) WEST FROM THE CENTER OF THE INTERSECTION,
 CE0575'13.4 METERS (43.9 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER
 CE0575'OF HOUSE NUMBER 3917,
 CE0575'5.6 METERS (18.5 FT) NORTH FROM THE CENTER OF THE PAVED STREET,
 CE0575'AND
 CE0575'2.4 METERS (7.9 FT) EAST FROM THE CENTER OF A METAL WATER METER
 CE0575'COVER.
 CE0575'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON LEO
 CE0575'STREET FOR 0.8 KM (0.5 MI) TO A CROSSROAD (ATLAS AVENUE) AND
 CE0575'THE MARK ON THE LEFT.
 CE0575'
 CE0575'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0882 ***********************************************************************
 FM0882  DESIGNATION -  FORT
 FM0882  PID         -  FM0882
 FM0882  STATE/COUNTY-  TX/HARTLEY
 FM0882  USGS QUAD   -  HARTLEY (1973)
 FM0882
 FM0882                         *CURRENT SURVEY CONTROL
 FM0882  ___________________________________________________________________
 FM0882* NAD 83(1993)-  35 56 20.07591(N)    102 25 40.12588(W)     ADJUSTED  
 FM0882* NAVD 88     -      1202.     (meters)    3944.     (feet)  VERTCON   
 FM0882  ___________________________________________________________________
 FM0882  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 FM0882  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 FM0882
 FM0882  HORZ ORDER  -  THIRD
 FM0882
 FM0882.The horizontal coordinates were established by classical geodetic methods
 FM0882.and adjusted by the National Geodetic Survey in February 1996..
 FM0882
 FM0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0882
 FM0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0882
 FM0882.The geoid height was determined by GEOID03.
 FM0882
 FM0882;                    North         East     Units Scale Factor Converg.
 FM0882;SPC TX N     - 1,215,493.128   116,285.747   MT  0.99995212   -0 32 15.7
 FM0882;SPC TX N     - 3,987,830.37    381,514.15   sFT  0.99995212   -0 32 15.7
 FM0882;UTM  13      - 3,980,230.739   732,028.236   MT  1.00026343   +1 30 37.3
 FM0882
 FM0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0882!SPC TX N     -   0.99981540  x   0.99995212  =   0.99976753
 FM0882!UTM  13      -   0.99981540  x   1.00026343  =   1.00007878
 FM0882
 FM0882|---------------------------------------------------------------------|
 FM0882| PID    Reference Object                     Distance      Geod. Az  |
 FM0882|                                                           dddmmss.s |
 FM0882| CJ6392 FORT RM 3                             8.828 METERS 14242     |
 FM0882| FM0880 HARTLEY FARMERS CO GRAIN ELEV       APPROX. 6.3 KM 1545819.8 |
 FM0882| FM0881 HARTLEY WILLIAMS WTR WORKS TK       APPROX. 6.5 KM 1593436.4 |
 FM0882| CJ6390 FORT RM 1                            30.977 METERS 24207     |
 FM0882| GL1394 DALHART MUNICIPAL TANK              APPROX.14.9 KM 3273737.7 |
 FM0882| FM0851 FORT AZ MK                                         3345329.4 |
 FM0882| CJ6391 FORT RM 2                             9.988 METERS 33858     |
 FM0882|---------------------------------------------------------------------|
 FM0882
 FM0882                          SUPERSEDED SURVEY CONTROL
 FM0882
 FM0882  NAD 83(1993)-  35 56 20.07585(N)    102 25 40.12609(W) AD(       ) 3
 FM0882  NAD 83(1986)-  35 56 20.08559(N)    102 25 40.11657(W) AD(       ) 3
 FM0882  NAD 27      -  35 56 19.97000(N)    102 25 38.41800(W) AD(       ) 3
 FM0882  NGVD 29 (07/19/86) 1201.     (m)         3940.     (f) VERT ANG       
 FM0882
 FM0882.Superseded values are not recommended for survey control.
 FM0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0882.See file dsdata.txt to determine how the superseded data were derived.
 FM0882
 FM0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3202880231(NAD 83)
 FM0882_MARKER: DS = TRIANGULATION STATION DISK
 FM0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0882_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FM0882
 FM0882  HISTORY     - Date     Condition        Report By
 FM0882  HISTORY     - 1953     MONUMENTED       CGS
 FM0882  HISTORY     - 1973     SEE DESCRIPTION  USGS
 FM0882  HISTORY     - 1975     SEE DESCRIPTION  NGS
 FM0882
 FM0882                          STATION DESCRIPTION
 FM0882
 FM0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0882'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF U.S. HIGHWAY
 FM0882'87, ABOUT 4 MILES AILRINE NORTH-NORTHWEST OF HARTLEY AND
 FM0882'ABOUT 10 MILES AIRLINE SOUTHEAST OF DALHART.
 FM0882'
 FM0882'TO REACH THE STATION FROM THE POST OFFICE IN DALHART GO
 FM0882'NORTH 0.15 MILE TO A CROSS ROAD.  TURN RIGHT ONTO U.S. HIGHWAY
 FM0882'87 AND GO SOUTHEAST 10.0 MILES TO A GATE AND CATTLE GUARD
 FM0882'AND THE AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT AHEAD ON THE
 FM0882'HIGHWAY AND GO 0.5 MILE TO A WHITE WITNESS POST AND THE
 FM0882'STATION ON THE LEFT.
 FM0882'
 FM0882'THE STATION MARK IS A STANDARD DISK STAMPED, FORT 1953 SET
 FM0882'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 1
 FM0882'INCH ABOVE THE GROUND.  IT IS 3 FEET SOUTHWEST OF A FENCE
 FM0882'LINE, 47 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 31
 FM0882'FEET NORTHWEST OF A TRIANGULAR BLAZED POWERLINE POLE, AND
 FM0882'3 FEET SOUTH OF A WHITE WITNESS POST.
 FM0882'
 FM0882'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, FORT
 FM0882'NO 1 1953 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 FM0882'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 54 FEET
 FM0882'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 5 FEET HIGHER
 FM0882'THAN THE STATION.
 FM0882'
 FM0882'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, FORT
 FM0882'NO 2 1953 AND SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 FM0882'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTHWEST
 FM0882'OF A FENCE LINE, 49 FEET NORTHEAST OF THE CENTERLINE OF THE
 FM0882'HIGHWAY, AND THE SAME ELEVATION AS THE STATION.
 FM0882'
 FM0882'THE AZIMUTH MARK IS LOCATED ON THE NORTHEAST SIDE OF U.S.
 FM0882'HIGHWAY 87 AND IS A STANDARD DISK STAMPED, FORT 1953 SET
 FM0882'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 5
 FM0882'INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTHWEST OF A FENCE
 FM0882'LINE, 14 FEET NORTHWEST OF A CATTLE GUARD, AND 49 FEET
 FM0882'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 FM0882
 FM0882                          STATION RECOVERY (1973)
 FM0882
 FM0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (AMT)
 FM0882'WAS UNABLE TO FIND THE STATION.  REFERENCE MARK 1 WAS FOUND
 FM0882'DISTURBED AND REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.
 FM0882
 FM0882                          STATION RECOVERY (1975)
 FM0882
 FM0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PEC)
 FM0882'THE STATION SURFACE MARK AND REFERENCE MARK NO. 1, WERE FOUND TO HAVE
 FM0882'BEEN DESTROYED.  THE STATION SUB-SURFACE MARK, REFERENCE MARK NO. 2,
 FM0882'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FM0882'
 FM0882'THE STATION SURFACE MARK AND REFERENCE MARK NO. 3, WERE
 FM0882'RE-ESTABLISHED AT THIS TIME.
 FM0882'
 FM0882'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 2, THE
 FM0882'DIRECTION TO THE REFERENCE MARK WAS VERIFIED.
 FM0882'
 FM0882'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 FM0882'
 FM0882'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHEAST OF DALHART, 4
 FM0882'MILES NORTH-NORTHWEST OF HARTLEY AND ON THE EAST RIGHT-OF-WAY OF
 FM0882'U. S. HIGHWAY 87.
 FM0882'
 FM0882'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAYS 87 AND
 FM0882'385, IN HARTLEY.  GO NORTH-NORTHWEST ON U. S. HIGHWAY 87 AND 385 FOR
 FM0882'4.1 MILES TO STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 FM0882'CONTINUE NORTH-NORTHWEST ON U. S. HIGHWAY 87 AND 385 FOR 0.45 MILE TO
 FM0882'A TRACK ROAD ON THE RIGHT AND AZIMUTH MARK ON THE RIGHT.
 FM0882'
 FM0882'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 FM0882'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED FORT 1953 1975.
 FM0882'IT IS 46 FEET SOUTHEAST OF THE CENTER-LINE OF HIGHWAY, 30 FEET
 FM0882'NORTHWEST OF A HI-LINE POLE, NO. 20-12, 8 FEET SOUTHWEST OF THE
 FM0882'FENCE-LINE AND 7 FEET SOUTHWEST OF A METAL WITNESS POST.
 FM0882'
 FM0882'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FM0882'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED FORT NO
 FM0882'2 1953.  IT IS 63 FEET NORTHWEST OF A HI-LINE POLE, 48 FEET
 FM0882'SOUTHEAST OF THE CENTER-LINE OF HIGHWAY, 34 FEET NORTHWEST OF A
 FM0882'METAL WITNESS POST AND 4.6 FEET NORTHWEST OF THE FENCE-LINE.
 FM0882'
 FM0882'REFERENCE MARK NO. 3 IS A CAST ALUMINUM MONUMENT, THAT PROJECTS ABOUT
 FM0882'4-INCHES AND THE CAST ALUMINUM DISK IS STAMPED FORT 1953 NO 3
 FM0882'1975.  IT IS 52 FEET SOUTHEAST OF THE CENTER-LINE OF HIGHWAY, 28
 FM0882'FEET SOUTHWEST OF A METAL WITNESS POST, 1-FOOT NORTHWEST OF A
 FM0882'HI-LINE POLE AND 1-FOOT SOUTHWEST OF THE FENCE-LINE.
 FM0882'
 FM0882'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 FM0882'POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED FORT 1953.  IT IS
 FM0882'49 FEET SOUTHEAST OF THE CENTER-LINE OF HIGHWAY, 34 FEET NORTHWEST
 FM0882'OF THE CENTER OF DRIVE-WAY, 27 FEET NORTHWEST OF THE NORTH END OF
 FM0882'CATTLE-GUARD AND 2 FEET WEST OF FENCE-LINE.
 FM0882'
 FM0882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--HARTLEY 4-MILES
 FM0882'NORTH-NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0851 ***********************************************************************
 FM0851  DESIGNATION -  FORT AZ MK
 FM0851  PID         -  FM0851
 FM0851  STATE/COUNTY-  TX/HARTLEY
 FM0851  USGS QUAD   -  HARTLEY (1973)
 FM0851
 FM0851                         *CURRENT SURVEY CONTROL
 FM0851  ___________________________________________________________________
 FM0851* NAD 83(1986)-  35 56 40.     (N)    102 25 52.     (W)     SCALED    
 FM0851* NAVD 88     -      1198.687  (meters)    3932.69   (feet)  ADJUSTED  
 FM0851  ___________________________________________________________________
 FM0851  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 FM0851  DYNAMIC HT  -        1197.284 (meters)    3928.09  (feet)  COMP
 FM0851  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 FM0851
 FM0851  VERT ORDER  -  FIRST     CLASS II
 FM0851
 FM0851.The horizontal coordinates were scaled from a topographic map and have
 FM0851.an estimated accuracy of +/- 6 seconds.
 FM0851
 FM0851.The orthometric height was determined by differential leveling
 FM0851.and adjusted by the National Geodetic Survey in June 1991..
 FM0851
 FM0851.The geoid height was determined by GEOID03.
 FM0851
 FM0851.The dynamic height is computed by dividing the NAVD 88
 FM0851.geopotential number by the normal gravity value computed on the
 FM0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0851.degrees latitude (g = 980.6199 gals.).
 FM0851
 FM0851.The modeled gravity was interpolated from observed gravity values.
 FM0851
 FM0851;                    North         East    Units  Estimated Accuracy
 FM0851;SPC TX N     - 1,216,110.      115,990.      MT  (+/- 180 meters Scaled)
 FM0851
 FM0851                          SUPERSEDED SURVEY CONTROL
 FM0851
 FM0851.No superseded survey control is available for this station.
 FM0851
 FM0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV317808(NAD 83)
 FM0851_MARKER: DZ = AZIMUTH MARK DISK
 FM0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0851_SP_SET: CONCRETE POST
 FM0851_STAMPING: FORT 1953
 FM0851_MARK LOGO: CGS   
 FM0851_PROJECTION: PROJECTING 5 CENTIMETERS
 FM0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0851+STABILITY: SURFACE MOTION
 FM0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0851+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0851
 FM0851  HISTORY     - Date     Condition        Report By
 FM0851  HISTORY     - 1953     MONUMENTED       CGS
 FM0851  HISTORY     - 1985     GOOD             NGS
 FM0851  HISTORY     - 20040805 GOOD             USPSQD
 FM0851
 FM0851                          STATION DESCRIPTION
 FM0851
 FM0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0851'15.9 KM (9.9 MI) SOUTH FROM DALHART.
 FM0851'15.9 M (9.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0851'WITH U.S. HIGHWAY 54 IN DALHART, 14.9 M (48.9 FT) NORTHEAST OF THE
 FM0851'CENTERLINE THE HIGHWAY, AND 4.3 M (14.1 FT) NORTHWEST OF THE CENTER OF
 FM0851'A CATTLE GUARD AND FIELD ENTRANCE.
 FM0851'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0851'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FM0851
 FM0851                          STATION RECOVERY (2004)
 FM0851
 FM0851'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0851'WITNESS POST GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0608 ***********************************************************************
 CE0608  DESIGNATION -  FORT AZ MK 2
 CE0608  PID         -  CE0608
 CE0608  STATE/COUNTY-  TX/EL PASO
 CE0608  USGS QUAD   -  EL PASO (1997)
 CE0608
 CE0608                         *CURRENT SURVEY CONTROL
 CE0608  ___________________________________________________________________
 CE0608* NAD 83(1993)-  31 51 05.62726(N)    106 26 44.43797(W)     ADJUSTED  
 CE0608* NAVD 88     -      1219.5    (meters)    4001.     (feet)  VERTCON   
 CE0608  ___________________________________________________________________
 CE0608  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 CE0608  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CE0608
 CE0608  HORZ ORDER  -  SECOND
 CE0608
 CE0608.The horizontal coordinates were established by classical geodetic methods
 CE0608.and adjusted by the National Geodetic Survey in February 1996..
 CE0608.No horizontal observational check was made to the station.
 CE0608
 CE0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0608
 CE0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0608
 CE0608.The geoid height was determined by GEOID03.
 CE0608
 CE0608;                    North         East     Units Scale Factor Converg.
 CE0608;SPC TX C     - 3,258,106.795   121,792.762   MT  0.99999162   -3 08 53.6
 CE0608;SPC TX C     -10,689,305.38    399,581.75   sFT  0.99999162   -3 08 53.6
 CE0608;UTM  13      - 3,524,893.521   363,222.048   MT  0.99983073   -0 45 46.9
 CE0608
 CE0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0608!SPC TX C     -   0.99981231  x   0.99999162  =   0.99980393
 CE0608!UTM  13      -   0.99981231  x   0.99983073  =   0.99964307
 CE0608
 CE0608                          SUPERSEDED SURVEY CONTROL
 CE0608
 CE0608  NAD 83(1993)-  31 51 05.62835(N)    106 26 44.43751(W) AD(       ) 2
 CE0608  NAD 83(1986)-  31 51 05.63096(N)    106 26 44.43687(W) AD(       ) 2
 CE0608  NAD 27      -  31 51 05.24586(N)    106 26 42.48597(W) AD(       ) 2
 CE0608  NGVD 29 (07/19/86) 1219.0    (m)         3999.     (f) VERT ANG       
 CE0608
 CE0608.Superseded values are not recommended for survey control.
 CE0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0608.See file dsdata.txt to determine how the superseded data were derived.
 CE0608
 CE0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6322224894(NAD 83)
 CE0608_MARKER: DZ = AZIMUTH MARK DISK
 CE0608_SETTING: 0 = UNSPECIFIED SETTING
 CE0608_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0608
 CE0608  HISTORY     - Date     Condition        Report By
 CE0608  HISTORY     - 1981     MONUMENTED       NGS
 CE0608
 CE0608                          STATION DESCRIPTION
 CE0608
 CE0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0608'THE STATION IS LOCATED ABOUT 10.5 KM (6-1/2 MI) NORTHEAST
 CE0608'FROM DOWNTOWN EL PASO AND AT THE INTERSECTION OF LEO
 CE0608'STREET AND ATLAS AVENUE.
 CE0608'OWNERSHIP--DEPARTMENT OF THE ARMY, PERMISSION BY MR. JESSE
 CE0608'WOOD, OFFICE BUILDING 1016, FORT BLISS, TX 79906, TELEPHONE
 CE0608'NUMBER 915-568-3034.
 CE0608'
 CE0608'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 CE0608'AND DYER STREET, GO SOUTHWESTERLY ON DYER STREET FOR 0.8 KM
 CE0608'(0.5 MI) TO A CURVE IN ROAD AND A TRAFFIC ISLAND.
 CE0608'TURN SHARP RIGHT AND GO NORTH ON LEO STREET FOR
 CE0608'0.8 KM (0.5 MI) TO A CROSSROAD (ATLAS AVENUE) AND THE MARK
 CE0608'ON THE LEFT AS DESCRIBED.
 CE0608'
 CE0608'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CE0608'STAMPED---FORT 1943 NO 2 1981---,
 CE0608'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.
 CE0608'IT IS LOCATED
 CE0608'21.5 METERS (70.5 FT) WEST FROM THE CENTER OF THE INTERSECTION,
 CE0608'13.4 METERS (43.9 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER
 CE0608'OF HOUSE NUMBER 3917,
 CE0608'5.6 METERS (18.5 FT) NORTH FROM THE CENTER OF THE PAVED STREET,
 CE0608'AND
 CE0608'2.4 METERS (7.9 FT) EAST FROM THE CENTER OF A METAL WATER METER
 CE0608'COVER.
 CE0608'
 CE0608'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0628 ***********************************************************************
 AZ0628  DESIGNATION -  FORT CLARK FLAGPOLE
 AZ0628  PID         -  AZ0628
 AZ0628  STATE/COUNTY-  TX/KINNEY
 AZ0628  USGS QUAD   -  BRACKETTVILLE (1974)
 AZ0628
 AZ0628                         *CURRENT SURVEY CONTROL
 AZ0628  ___________________________________________________________________
 AZ0628* NAD 83(1993)-  29 18 20.52098(N)    100 25 16.69425(W)     ADJUSTED  
 AZ0628* NAVD 88     -                                                        
 AZ0628  ___________________________________________________________________
 AZ0628  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AZ0628  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0628
 AZ0628  HORZ ORDER  -  THIRD
 AZ0628
 AZ0628.The horizontal coordinates were established by classical geodetic methods
 AZ0628.and adjusted by the National Geodetic Survey in February 1996..
 AZ0628
 AZ0628
 AZ0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0628
 AZ0628.The geoid height was determined by GEOID03.
 AZ0628
 AZ0628;                    North         East     Units Scale Factor Converg.
 AZ0628;SPC TXSC     - 4,164,016.043   461,941.411   MT  0.99986337   -0 41 46.7
 AZ0628;SPC TXSC     -13,661,442.63  1,515,552.78   sFT  0.99986337   -0 41 46.7
 AZ0628;UTM  14      - 3,242,693.466   361,966.952   MT  0.99983510   -0 41 44.9
 AZ0628
 AZ0628                          SUPERSEDED SURVEY CONTROL
 AZ0628
 AZ0628  NAD 83(1986)-  29 18 20.51532(N)    100 25 16.67464(W) AD(       ) 4
 AZ0628  NAD 27      -  29 18 19.67000(N)    100 25 15.39000(W) AD(       ) 3
 AZ0628
 AZ0628.Superseded values are not recommended for survey control.
 AZ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0628.See file dsdata.txt to determine how the superseded data were derived.
 AZ0628
 AZ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT6196742693(NAD 83)
 AZ0628_MARKER: 62 = FLAGPOLE
 AZ0628
 AZ0628  HISTORY     - Date     Condition        Report By
 AZ0628  HISTORY     - 1935     FIRST OBSERVED   CGS
 AZ0628  HISTORY     - 19960524 GOOD             USPSQD
 AZ0628
 AZ0628                          STATION DESCRIPTION
 AZ0628
 AZ0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0628'POINT OBSERVED UPON IS TOP OF FLAGPOLE ON 100 FOOT HIGH FLAGPOLE
 AZ0628'(METAL) LOCATED ON PARADE GROUNDS AT FORT CLARK, 200 FEET E OF
 AZ0628'STREET CALLED OFFICERS ROW, AND 200 FEET W OF THE POST THEATER,
 AZ0628'AND IS 50 FEET N OF THE E-W STREET PASSING THE POST THEATER.
 AZ0628
 AZ0628                          STATION RECOVERY (1996)
 AZ0628
 AZ0628'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0621 ***********************************************************************
 AZ0621  DESIGNATION -  FORT CLARK POST RADIO MAST
 AZ0621  PID         -  AZ0621
 AZ0621  STATE/COUNTY-  TX/KINNEY
 AZ0621  USGS QUAD   -  BRACKETTVILLE (1974)
 AZ0621
 AZ0621                         *CURRENT SURVEY CONTROL
 AZ0621  ___________________________________________________________________
 AZ0621* NAD 83(1993)-  29 18 20.55980(N)    100 25 30.43512(W)     ADJUSTED  
 AZ0621* NAVD 88     -                                                        
 AZ0621  ___________________________________________________________________
 AZ0621  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AZ0621  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0621
 AZ0621  HORZ ORDER  -  THIRD
 AZ0621
 AZ0621.The horizontal coordinates were established by classical geodetic methods
 AZ0621.and adjusted by the National Geodetic Survey in February 1996..
 AZ0621
 AZ0621
 AZ0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0621
 AZ0621.The geoid height was determined by GEOID03.
 AZ0621
 AZ0621;                    North         East     Units Scale Factor Converg.
 AZ0621;SPC TXSC     - 4,164,021.750   461,570.688   MT  0.99986337   -0 41 53.5
 AZ0621;SPC TXSC     -13,661,461.36  1,514,336.50   sFT  0.99986337   -0 41 53.5
 AZ0621;UTM  14      - 3,242,699.169   361,596.239   MT  0.99983637   -0 41 51.6
 AZ0621
 AZ0621                          SUPERSEDED SURVEY CONTROL
 AZ0621
 AZ0621  NAD 83(1986)-  29 18 20.55401(N)    100 25 30.41560(W) AD(       ) 4
 AZ0621  NAD 27      -  29 18 19.70900(N)    100 25 29.13300(W) AD(       ) 3
 AZ0621
 AZ0621.Superseded values are not recommended for survey control.
 AZ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0621.See file dsdata.txt to determine how the superseded data were derived.
 AZ0621
 AZ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT6159642699(NAD 83)
 AZ0621_MARKER: 42 = RADIO/TV MAST
 AZ0621
 AZ0621  HISTORY     - Date     Condition        Report By
 AZ0621  HISTORY     - 1935     FIRST OBSERVED   CGS
 AZ0621  HISTORY     - 19960524 GOOD             USPSQD
 AZ0621
 AZ0621                          STATION DESCRIPTION
 AZ0621
 AZ0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0621'POINT OBSERVED UPON IS THE CENTER OF THE TOP OF THE STEEL RADIO
 AZ0621'MAST LOCATED ABOUT 200 FEET W OF THE POST RADIO STATION.  THE
 AZ0621'MAST IS ABOUT 100 FEET HIGH AND IS PAINTED ALTERNATELY BLACK AND
 AZ0621'YELLOW.
 AZ0621
 AZ0621                          STATION RECOVERY (1996)
 AZ0621
 AZ0621'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0624 ***********************************************************************
 AZ0624  DESIGNATION -  FORT CLARK TANK
 AZ0624  PID         -  AZ0624
 AZ0624  STATE/COUNTY-  TX/KINNEY
 AZ0624  USGS QUAD   -  BRACKETTVILLE (1974)
 AZ0624
 AZ0624                         *CURRENT SURVEY CONTROL
 AZ0624  ___________________________________________________________________
 AZ0624* NAD 83(1993)-  29 18 21.59900(N)    100 25 23.58514(W)     ADJUSTED  
 AZ0624* NAVD 88     -                                                        
 AZ0624  ___________________________________________________________________
 AZ0624  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AZ0624  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0624
 AZ0624  HORZ ORDER  -  THIRD
 AZ0624
 AZ0624.The horizontal coordinates were established by classical geodetic methods
 AZ0624.and adjusted by the National Geodetic Survey in February 1996..
 AZ0624
 AZ0624
 AZ0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0624
 AZ0624.The geoid height was determined by GEOID03.
 AZ0624
 AZ0624;                    North         East     Units Scale Factor Converg.
 AZ0624;SPC TXSC     - 4,164,051.488   461,755.895   MT  0.99986337   -0 41 50.1
 AZ0624;SPC TXSC     -13,661,558.92  1,514,944.13   sFT  0.99986337   -0 41 50.1
 AZ0624;UTM  14      - 3,242,728.909   361,781.440   MT  0.99983574   -0 41 48.3
 AZ0624
 AZ0624                          SUPERSEDED SURVEY CONTROL
 AZ0624
 AZ0624  NAD 83(1986)-  29 18 21.59322(N)    100 25 23.56563(W) AD(       ) 4
 AZ0624  NAD 27      -  29 18 20.74900(N)    100 25 22.28400(W) AD(       ) 3
 AZ0624
 AZ0624.Superseded values are not recommended for survey control.
 AZ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0624.See file dsdata.txt to determine how the superseded data were derived.
 AZ0624
 AZ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT6178142729(NAD 83)
 AZ0624_MARKER: 51 = TANK
 AZ0624
 AZ0624  HISTORY     - Date     Condition        Report By
 AZ0624  HISTORY     - 1935     FIRST OBSERVED   CGS
 AZ0624  HISTORY     - 19960524 GOOD             USPSQD
 AZ0624
 AZ0624                          STATION DESCRIPTION
 AZ0624
 AZ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0624'POINT OBSERVED UPON IS THE FINIAL ATOP OF THE STEEL, BLACK AND
 AZ0624'YELLOW WATER TANK, LOCATED ABOUT 200 YARDS W OF STREET CALLED
 AZ0624'OFFICERS ROW, AND 300 YARDS N OF POST RADIO STATION.  TANK IS
 AZ0624'ABOUT 100 FEET HIGH.
 AZ0624
 AZ0624                          STATION RECOVERY (1996)
 AZ0624
 AZ0624'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0940 ***********************************************************************
 BP0940  DESIGNATION -  FORT DAVIS JEFF DAVIS CO CTHSE
 BP0940  PID         -  BP0940
 BP0940  STATE/COUNTY-  TX/JEFF DAVIS
 BP0940  USGS QUAD   -  FORT DAVIS (1972)
 BP0940
 BP0940                         *CURRENT SURVEY CONTROL
 BP0940  ___________________________________________________________________
 BP0940* NAD 83(1993)-  30 35 18.55814(N)    103 53 42.67830(W)     ADJUSTED  
 BP0940* NAVD 88     -                                                        
 BP0940  ___________________________________________________________________
 BP0940  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BP0940  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 BP0940
 BP0940  HORZ ORDER  -  THIRD
 BP0940
 BP0940.The horizontal coordinates were established by classical geodetic methods
 BP0940.and adjusted by the National Geodetic Survey in February 1996..
 BP0940
 BP0940
 BP0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0940
 BP0940.The geoid height was determined by GEOID03.
 BP0940
 BP0940;                    North         East     Units Scale Factor Converg.
 BP0940;SPC TX C     - 3,107,657.271   358,465.611   MT  0.99990754   -1 50 04.4
 BP0940;SPC TX C     -10,195,705.56  1,176,065.93   sFT  0.99990754   -1 50 04.4
 BP0940;UTM  13      - 3,384,517.287   605,925.397   MT  0.99973841   +0 33 44.1
 BP0940
 BP0940                          SUPERSEDED SURVEY CONTROL
 BP0940
 BP0940  NAD 83(1986)-  30 35 18.55921(N)    103 53 42.67662(W) AD(       ) 4
 BP0940  NAD 27      -  30 35 18.00200(N)    103 53 41.02600(W) AD(       ) 3
 BP0940
 BP0940.Superseded values are not recommended for survey control.
 BP0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0940.See file dsdata.txt to determine how the superseded data were derived.
 BP0940
 BP0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0592584517(NAD 83)
 BP0940_MARKER: 87 = DOME
 BP0940
 BP0940  HISTORY     - Date     Condition        Report By
 BP0940  HISTORY     - 1942     FIRST OBSERVED   CGS
 BP0940  HISTORY     - 1968     GOOD             CGS
 BP0940  HISTORY     - 1988     GOOD             USPSQD
 BP0940  HISTORY     - 19961007 GOOD             USPSQD
 BP0940  HISTORY     - 20030322 GOOD             USPSQD
 BP0940
 BP0940                          STATION DESCRIPTION
 BP0940
 BP0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0940'THIS INTERSECTION STATION IS THE FINIAL ON THE TOP OF THE CLOCK
 BP0940'TOWER ON TOP OF THE JEFF DAVIS COUNTY COURTHOUSE.
 BP0940'
 BP0940'IT IS LOCATED IN THE CENTER OF THE TOWN OF FORT DAVIS, ON THE
 BP0940'S SIDE OF THE CIRCLE WHICH IS THE TOWNS CENTER.  THE BUILDING
 BP0940'IS APPARENTLY OLD AND HAS A SERIES OF TALL COLUMNS IN FRONT AND
 BP0940'CLOCK FACES IN ALL FOUR SIDES OF THE CLOCK TOWER.
 BP0940
 BP0940                          STATION RECOVERY (1968)
 BP0940
 BP0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BP0940'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN THE
 BP0940'ORIGINAL DESCRIPTION AND WAS FOUND TO BE IN GOOD CONDITION.
 BP0940'
 BP0940'IT WAS REPORTED BY PERSONNEL IN THE COURTHOUSE THE FINIAL ON
 BP0940'TOP OF CLOCK TOWER HAS NOT BEEN DISTURBED OR CHANGES MADE SINCE
 BP0940'THE COURTHOUSE WAS BUILT IN 1909.
 BP0940'
 BP0940'NOTE--AT REQUEST OF A SURVEY ENGINEER THE FINIAL ON THE COURTHOUSE
 BP0940'DOME WAS INTERSECTED FROM TRIANGULATION STATIONS DAVIS 1942,
 BP0940'MUSQUIZ 1942 AND JEFF 2 1943.  THE FINIAL OF CLOCK TOWER WAS
 BP0940'FOUND TO BE AT THE SAME POSITION AS OF 1942.
 BP0940'
 BP0940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN FORT DAVIS
 BP0940
 BP0940                          STATION RECOVERY (1988)
 BP0940
 BP0940'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0940'RECOVERED IN GOOD CONDITION.
 BP0940
 BP0940                          STATION RECOVERY (1996)
 BP0940
 BP0940'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0940'RECOVERED IN GOOD CONDITION.
 BP0940
 BP0940                          STATION RECOVERY (2003)
 BP0940
 BP0940'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0939 ***********************************************************************
 BP0939  DESIGNATION -  FORT DAVIS PRESB CHURCH SPIRE
 BP0939  PID         -  BP0939
 BP0939  STATE/COUNTY-  TX/JEFF DAVIS
 BP0939  USGS QUAD   -  FORT DAVIS (1972)
 BP0939
 BP0939                         *CURRENT SURVEY CONTROL
 BP0939  ___________________________________________________________________
 BP0939* NAD 83(1993)-  30 35 35.82832(N)    103 53 43.22596(W)     ADJUSTED  
 BP0939* NAVD 88     -                                                        
 BP0939  ___________________________________________________________________
 BP0939  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BP0939  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 BP0939
 BP0939  HORZ ORDER  -  THIRD
 BP0939
 BP0939.The horizontal coordinates were established by classical geodetic methods
 BP0939.and adjusted by the National Geodetic Survey in February 1996..
 BP0939
 BP0939
 BP0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0939
 BP0939.The geoid height was determined by GEOID03.
 BP0939
 BP0939;                    North         East     Units Scale Factor Converg.
 BP0939;SPC TX C     - 3,108,189.253   358,468.054   MT  0.99990695   -1 50 04.7
 BP0939;SPC TX C     -10,197,450.91  1,176,073.94   sFT  0.99990695   -1 50 04.7
 BP0939;UTM  13      - 3,385,048.817   605,905.594   MT  0.99973836   +0 33 44.1
 BP0939
 BP0939                          SUPERSEDED SURVEY CONTROL
 BP0939
 BP0939  NAD 83(1986)-  30 35 35.82952(N)    103 53 43.22438(W) AD(       ) 4
 BP0939  NAD 27      -  30 35 35.27100(N)    103 53 41.57200(W) AD(       ) 3
 BP0939
 BP0939.Superseded values are not recommended for survey control.
 BP0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0939.See file dsdata.txt to determine how the superseded data were derived.
 BP0939
 BP0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0590685049(NAD 83)
 BP0939_MARKER: 90 = CHURCH SPIRE
 BP0939
 BP0939  HISTORY     - Date     Condition        Report By
 BP0939  HISTORY     - 1942     FIRST OBSERVED   CGS
 BP0939  HISTORY     - 1968     GOOD             CGS
 BP0939  HISTORY     - 1988     GOOD             USPSQD
 BP0939  HISTORY     - 19961007 GOOD             USPSQD
 BP0939  HISTORY     - 20030322 GOOD             USPSQD
 BP0939
 BP0939                          STATION DESCRIPTION
 BP0939
 BP0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0939'THIS INTERSECTION STATION IS LOCATED IN NORTHWESTERN PART OF
 BP0939'FORT DAVIS, A WHITE BUILDING, FACING TOWARD THE E.
 BP0939'
 BP0939'TO REACH FROM POST OFFICE IN FORT DAVIS GO N ON MAIN HIGHWAY
 BP0939'(NO. 118) FOR THREE BLOCKS, THEN TURN W OR LEFT AND GO THREE
 BP0939'BLOCKS AND STATION IS ON THE RIGHT.  THE TOP OF THE CROSS ON
 BP0939'CHURCH WAS USED AS THE STATION.
 BP0939
 BP0939                          STATION RECOVERY (1968)
 BP0939
 BP0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BP0939'THIS INTERSECTION STATION WAS RECOVERED AND FOUND TO BE IN GOOD
 BP0939'CONDITION.  DUE TO A DISCREPANCY OF POSITION FOR THIS INTERSECTION
 BP0939'STATION, A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--THE STATION
 BP0939'IS LOCATED IN THE NORTHWEST PART OF FORT DAVIS, NEAR THE BASE
 BP0939'OF A BLUFF.  THE CHURCH IS A WOODEN STRUCTURE WITH A SPIRE AT
 BP0939'THE EAST END OF ROOF AND A CROSS AT THE FINIAL OF SPIRE.  THE
 BP0939'CHURCH IS ABOUT 50 FEET IN HEIGHT OVERALL.  THE CROSS WAS
 BP0939'POINT INTERSECTED.
 BP0939'
 BP0939'TO REACH FROM POST OFFICE IN FORT DAVIS GO NORTH ON STATE HIGHWAY
 BP0939'118 FOR 3 BLOCKS, THENCE TURN WEST, GO 3 BLOCKS, THENCE TURN
 BP0939'NORTH, GO ABOUT 1 BLOCK TO CHURCH.
 BP0939'
 BP0939'NOTE--A MEMBER OF THIS CHURCH REPORTED THE CHURCH WAS BUILT
 BP0939'ABOUT 1914 AND NO CHANGES MADE SINCE IT HAS BEEN BUILT.
 BP0939'
 BP0939'AT REQUEST OF A SURVEY ENGINEER THE CROSS WAS INTERSECTED FROM
 BP0939'TRIANGULATION STATIONS DAVIS 1942, MUSQUIZ 1942 AND JEFF 2 1943.
 BP0939'
 BP0939'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NORTHWEST
 BP0939'PART OF DAVIS.
 BP0939
 BP0939                          STATION RECOVERY (1988)
 BP0939
 BP0939'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0939'RECOVERED IN GOOD CONDITION.
 BP0939
 BP0939                          STATION RECOVERY (1996)
 BP0939
 BP0939'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0939'RECOVERED IN GOOD CONDITION.
 BP0939
 BP0939                          STATION RECOVERY (2003)
 BP0939
 BP0939'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1409 ***********************************************************************
 AJ1409  DESIGNATION -  FORT RESET
 AJ1409  PID         -  AJ1409
 AJ1409  STATE/COUNTY-  TX/WEBB
 AJ1409  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ1409
 AJ1409                         *CURRENT SURVEY CONTROL
 AJ1409  ___________________________________________________________________
 AJ1409* NAD 83(1993)-  27 26 46.36624(N)    099 25 11.64833(W)     ADJUSTED  
 AJ1409* NAVD 88     -       202.06   (+/-2cm)     662.9    (feet)  VERTCON   
 AJ1409  ___________________________________________________________________
 AJ1409  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AJ1409  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AJ1409
 AJ1409  HORZ ORDER  -  FIRST
 AJ1409  VERT ORDER  -  THIRD ? (See Below)
 AJ1409
 AJ1409.The horizontal coordinates were established by classical geodetic methods
 AJ1409.and adjusted by the National Geodetic Survey in February 1996..
 AJ1409
 AJ1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1409.The vertical order pertains to the NGVD 29 superseded value.
 AJ1409
 AJ1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1409
 AJ1409.The geoid height was determined by GEOID03.
 AJ1409
 AJ1409;                    North         East     Units Scale Factor Converg.
 AJ1409;SPC TX S     - 5,197,492.156   209,065.979   MT  0.99992485   -0 25 03.5
 AJ1409;SPC TX S     -17,052,105.52    685,910.63   sFT  0.99992485   -0 25 03.5
 AJ1409;UTM  14      - 3,035,929.075   458,504.793   MT  0.99962125   -0 11 36.8
 AJ1409
 AJ1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1409!SPC TX S     -   0.99997203  x   0.99992485  =   0.99989688
 AJ1409!UTM  14      -   0.99997203  x   0.99962125  =   0.99959329
 AJ1409
 AJ1409:                Primary Azimuth Mark                     Grid Az
 AJ1409:SPC TX S     -  VORTAC LAREDO LRD                        003 54 25.2
 AJ1409:UTM  14      -  VORTAC LAREDO LRD                        003 40 58.5
 AJ1409
 AJ1409|---------------------------------------------------------------------|
 AJ1409| PID    Reference Object                     Distance      Geod. Az  |
 AJ1409|                                                           dddmmss.s |
 AJ1409| AJ1410 VORTAC LAREDO LRD                   APPROX. 3.6 KM 0032921.7 |
 AJ1409| AJ1377 LAREDO USAF RADAR DOME              APPROX.19.5 KM 0101830.4 |
 AJ1409| CV3187 FORT RM 4                                          0192717.9 |
 AJ1409| CV3186 FORT RM 3                            18.083 METERS 03852     |
 AJ1409| CV3184 FORT RM                              14.342 METERS 07332     |
 AJ1409| AJ1404 WINDMILL WEST OF STA GEORGE         APPROX.12.0 KM 1743252.7 |
 AJ1409| AJ1408 WINDMILL SOUTH OF STA FORT          APPROX. 1.6 KM 1750127.2 |
 AJ1409| AJ1406 WINDMILL NW OF STA DOLORES          APPROX.12.9 KM 2054926.2 |
 AJ1409| AJ1433 CENTRAL LAREDO WATERWKS STK         APPROX.10.7 KM 3045443.5 |
 AJ1409| AJ1430 CENTRAL LAREDO WATERWKS SPIPE       APPROX.10.7 KM 3050537.5 |
 AJ1409| AJ1431 LAREDO CATHOLIC CHURCH STEEPLE      APPROX.10.5 KM 3062501.4 |
 AJ1409| AJ1432 NUEVO LAREDO PRESBYTERIAN CH        APPROX.10.7 KM 3101127.4 |
 AJ1409| CV3185 FORT RM 2                            19.190 METERS 31146     |
 AJ1409| AJ1380 LAREDO DEL MAR MUN TANK             APPROX.15.2 KM 3355729.8 |
 AJ1409|---------------------------------------------------------------------|
 AJ1409
 AJ1409                          SUPERSEDED SURVEY CONTROL
 AJ1409
 AJ1409  NAD 83(1986)-  27 26 46.36337(N)    099 25 11.62043(W) AD(       ) 1
 AJ1409  NAD 27      -  27 26 45.29300(N)    099 25 10.47800(W) AD(       ) 1
 AJ1409  NGVD 29 (07/19/86)  202.10   (m)          663.1    (f) LEVELING    3  
 AJ1409
 AJ1409.Superseded values are not recommended for survey control.
 AJ1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1409.See file dsdata.txt to determine how the superseded data were derived.
 AJ1409
 AJ1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR5850535929(NAD 83)
 AJ1409_MARKER: DS = TRIANGULATION STATION DISK
 AJ1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1409_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1409
 AJ1409  HISTORY     - Date     Condition        Report By
 AJ1409  HISTORY     - 1974     MONUMENTED       NGS
 AJ1409
 AJ1409                          STATION DESCRIPTION
 AJ1409
 AJ1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1409'THE UNDERGROUND STATION MARK WAS FOUND AND RECOVERED.  THE
 AJ1409'SURFACE STATION MARK WAS FOUND LYING ON TOP OF THE GROUND
 AJ1409'AND THE REFERENCE MARK WAS NOT FOUND.  ONE OF TWO REFERENCE
 AJ1409'MARKS SET BY THE BOUNDARY COMMISSION IN 1956, REFERENCE
 AJ1409'MARK 2, WAS FOUND.  THERE WAS NOT AVAILABLE AT THIS TIME,
 AJ1409'ANY INFORMATION CONCERNING THESE REFERENCE MARKS.  A NEW
 AJ1409'UNDERGROUND AND SURFACE STATION MARK WAS SET.  REFERENCE
 AJ1409'MARKS 3 AND 4 WERE ESTABLISHED.  DUE TO THESE CHANGES A NEW
 AJ1409'DESCRIPTION FOLLOWS.
 AJ1409'
 AJ1409'THE STATION IS ABOUT 5 MILES EAST AND 4 MILES SOUTH OF LAREDO,
 AJ1409'3 MILES EAST OF THE RIO GRANDE RIVER AND ON A HILL WEST OF
 AJ1409'A GRAVEL PIT ON PROPERTY OWNED BY JOSE R. PENA, 119 WEST
 AJ1409'ASH STREET, LAREDO.
 AJ1409'
 AJ1409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 AJ1409'83 AND STATE HIGHWAY 359 AT THE EAST SIDE OF LAREDO, GO
 AJ1409'SOUTHEAST ON U.S. HIGHWAY 83 FOR 2.05 MILES TO A SIDE ROAD
 AJ1409'LEFT, CHACOTA STREET.  TURN LEFT AND GO EASTERLY ON A GRAVELLED
 AJ1409'ROAD, PASSING BETWEEN TWO PILLARS, FOR 0.85 MILE TO WHERE
 AJ1409'THE ROAD TURNS RIGHT, TURN RIGHT, CONTINUE ON THE GRAVELLED
 AJ1409'ROAD FOR 0.05 MILE TO A CATTLE GUARD, CONTINUE SOUTHEASTERLY
 AJ1409'ON THE GRAVELLED ROAD FOR 3.15 MILE TO A POWERLINE AND A
 AJ1409'GATE ON THE RIGHT.  THE AZIMUTH MARK, REFERENCE MARK 4, IS
 AJ1409'SOUTH OF THE FENCE AND EAST OF THIS GATE.  TURN RIGHT,
 AJ1409'PASSING THROUGH THE GATE, AND GO SOUTH ON A TRACK ROAD ALONG
 AJ1409'THE POWERLINE FOR 0.2 MILE TO A GATE, CONTINUE SOUTH ON
 AJ1409'THE TRACK ROAD FOR 0.25 MILE TO A GATE IN A EAST-WEST
 AJ1409'FENCELINE.  TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF
 AJ1409'THE FENCE ON A TRACK ROAD FOR 0.05 MILE TO THE HIGHEST
 AJ1409'PART OF THE HILL AND THE STATION TO THE RIGHT.
 AJ1409'
 AJ1409'STATION MARKS ARE STANDARD DISKS STAMPED FORT 1917 1974.
 AJ1409'SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AJ1409'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND,
 AJ1409'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AJ1409'2 FEET BELOW THE GROUND.  THEY ARE 59.5 FEET SOUTHWEST OF
 AJ1409'A METAL WITNESS POST AND 133.0 FEET NORTH OF THE EAST-WEST
 AJ1409'FENCELINE.
 AJ1409'
 AJ1409'REFERENCE MARK 2 IS A 2 INCH BRONZE REFERENCE DISK, GEODESICO
 AJ1409'INTER-AMERICAN, STAMPED FORT 1956 R.M. 2, SET IN THE TOP
 AJ1409'OF AN IRREGULAR MASS OF CONCRETE THAT PROJECTS 3 INCHES
 AJ1409'ABOVE THE GROUND.  IT IS 84.3 FEET WEST-SOUTHWEST OF THE
 AJ1409'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AJ1409'
 AJ1409'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, FORT 1917 NO
 AJ1409'3 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AJ1409'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 1.2
 AJ1409'FEET SOUTH OF THE METAL WITNESS POST AND IS ABOUT THE SAME
 AJ1409'ELEVATION AS THE STATION.
 AJ1409'
 AJ1409'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, FORT 1917 NO
 AJ1409'4 1974 AZ, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AJ1409'MONUMENT THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS
 AJ1409'2.5 FEET SOUTHWEST OF A METAL WITNESS POST 2.8 FEET EAST
 AJ1409'OF A POWERLINE POLE NUMBERED 14-5.
 AJ1409'
 AJ1409'HEIGHT OF LIGHT ABOVE STATION MARK 73.7 FEET.
 AJ1409'
 AJ1409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 AJ1409'SOUTHEAST OF LAREDO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1877 ***********************************************************************
 AY1877  DESIGNATION -  FORT SAM HOUSTON BROOKE MC CUP
 AY1877  PID         -  AY1877
 AY1877  STATE/COUNTY-  TX/BEXAR
 AY1877  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1877
 AY1877                         *CURRENT SURVEY CONTROL
 AY1877  ___________________________________________________________________
 AY1877* NAD 83(1993)-  29 27 58.98411(N)    098 26 58.10675(W)     ADJUSTED  
 AY1877* NAVD 88     -                                                        
 AY1877  ___________________________________________________________________
 AY1877  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AY1877  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AY1877
 AY1877  HORZ ORDER  -  THIRD
 AY1877
 AY1877.The horizontal coordinates were established by classical geodetic methods
 AY1877.and adjusted by the National Geodetic Survey in February 1996..
 AY1877
 AY1877
 AY1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1877
 AY1877.The geoid height was determined by GEOID03.
 AY1877
 AY1877;                    North         East     Units Scale Factor Converg.
 AY1877;SPC TXSC     - 4,181,110.951   653,392.713   MT  0.99986587   +0 16 11.0
 AY1877;SPC TXSC     -13,717,528.18  2,143,672.59   sFT  0.99986587   +0 16 11.0
 AY1877;UTM  14      - 3,259,784.971   553,379.139   MT  0.99963516   +0 16 14.9
 AY1877
 AY1877                          SUPERSEDED SURVEY CONTROL
 AY1877
 AY1877  NAD 83(1986)-  29 27 58.98902(N)    098 26 58.08889(W) AD(       ) 4
 AY1877  NAD 27      -  29 27 58.15500(N)    098 26 57.03000(W) AD(       ) 3
 AY1877
 AY1877.Superseded values are not recommended for survey control.
 AY1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1877.See file dsdata.txt to determine how the superseded data were derived.
 AY1877
 AY1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5337959785(NAD 83)
 AY1877_MARKER: 86 = CUPOLA
 AY1877
 AY1877  HISTORY     - Date     Condition        Report By
 AY1877  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1877  HISTORY     - 1965     GOOD             CGS
 AY1877  HISTORY     - 19950426 GOOD             USPSQD
 AY1877
 AY1877                          STATION DESCRIPTION
 AY1877
 AY1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1877'THE CENTER OF A SMALL, SQUARE CUPOLA ON THE TOP OF THE BROOKE ARMY
 AY1877'MEDICAL CENTER HOSPITAL BUILDING, LOCATED NEAR THE NORTH
 AY1877'EDGE OF FORT SAM HOUSTON AND AT THE INTERSECTION OF STANLEY
 AY1877'RD. AND HOSPITAL LOOP.  THE CUPOLA HAS A SHORT, IRON FENCE
 AY1877'ON TOP WITH A RED LIGHT ON ALL FOUR CORNERS.
 AY1877
 AY1877                          STATION RECOVERY (1965)
 AY1877
 AY1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 AY1877'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AY1877'GOOD CONDITION.
 AY1877
 AY1877                          STATION RECOVERY (1995)
 AY1877
 AY1877'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1856 ***********************************************************************
 AY1856  DESIGNATION -  FORT SAM HOUSTON CLOCK TOWER
 AY1856  PID         -  AY1856
 AY1856  STATE/COUNTY-  TX/BEXAR
 AY1856  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1856
 AY1856                         *CURRENT SURVEY CONTROL
 AY1856  ___________________________________________________________________
 AY1856* NAD 83(1993)-  29 26 40.22764(N)    098 27 44.46829(W)     ADJUSTED  
 AY1856* NAVD 88     -                                                        
 AY1856  ___________________________________________________________________
 AY1856  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AY1856  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AY1856
 AY1856  HORZ ORDER  -  THIRD
 AY1856
 AY1856.The horizontal coordinates were established by classical geodetic methods
 AY1856.and adjusted by the National Geodetic Survey in February 1996..
 AY1856
 AY1856
 AY1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1856
 AY1856.The geoid height was determined by GEOID03.
 AY1856
 AY1856;                    North         East     Units Scale Factor Converg.
 AY1856;SPC TXSC     - 4,178,680.595   652,154.876   MT  0.99986507   +0 15 48.2
 AY1856;SPC TXSC     -13,709,554.59  2,139,611.46   sFT  0.99986507   +0 15 48.2
 AY1856;UTM  14      - 3,257,355.155   552,141.632   MT  0.99963355   +0 15 51.5
 AY1856
 AY1856                          SUPERSEDED SURVEY CONTROL
 AY1856
 AY1856  NAD 83(1986)-  29 26 40.23254(N)    098 27 44.45034(W) AD(       ) 4
 AY1856  NAD 27      -  29 26 39.39600(N)    098 27 43.39000(W) AD(       ) 3
 AY1856
 AY1856.Superseded values are not recommended for survey control.
 AY1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1856.See file dsdata.txt to determine how the superseded data were derived.
 AY1856
 AY1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5214257355(NAD 83)
 AY1856_MARKER: 55 = TOWER
 AY1856
 AY1856  HISTORY     - Date     Condition        Report By
 AY1856  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1856  HISTORY     - 19950426 GOOD             USPSQD
 AY1856
 AY1856                          STATION DESCRIPTION
 AY1856
 AY1856'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1868 ***********************************************************************
 AY1868  DESIGNATION -  FORT SAM HOUSTON MUSHROOM TANK
 AY1868  PID         -  AY1868
 AY1868  STATE/COUNTY-  TX/BEXAR
 AY1868  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1868
 AY1868                         *CURRENT SURVEY CONTROL
 AY1868  ___________________________________________________________________
 AY1868* NAD 83(1993)-  29 27 19.18621(N)    098 26 40.16919(W)     ADJUSTED  
 AY1868* NAVD 88     -                                                        
 AY1868  ___________________________________________________________________
 AY1868  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AY1868  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY1868
 AY1868  HORZ ORDER  -  THIRD
 AY1868
 AY1868.The horizontal coordinates were established by classical geodetic methods
 AY1868.and adjusted by the National Geodetic Survey in February 1996..
 AY1868
 AY1868
 AY1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1868
 AY1868.The geoid height was determined by GEOID03.
 AY1868
 AY1868;                    North         East     Units Scale Factor Converg.
 AY1868;SPC TXSC     - 4,179,888.043   653,881.771   MT  0.99986544   +0 16 19.7
 AY1868;SPC TXSC     -13,713,516.02  2,145,277.11   sFT  0.99986544   +0 16 19.7
 AY1868;UTM  14      - 3,258,562.354   553,868.108   MT  0.99963580   +0 16 23.4
 AY1868
 AY1868                          SUPERSEDED SURVEY CONTROL
 AY1868
 AY1868  NAD 83(1986)-  29 27 19.19111(N)    098 26 40.15127(W) AD(       ) 4
 AY1868  NAD 27      -  29 27 18.35700(N)    098 26 39.09300(W) AD(       ) 3
 AY1868
 AY1868.Superseded values are not recommended for survey control.
 AY1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1868.See file dsdata.txt to determine how the superseded data were derived.
 AY1868
 AY1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5386858562(NAD 83)
 AY1868_MARKER: 51 = TANK
 AY1868
 AY1868  HISTORY     - Date     Condition        Report By
 AY1868  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1868  HISTORY     - 19950426 GOOD             USPSQD
 AY1868
 AY1868                          STATION DESCRIPTION
 AY1868
 AY1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1868'THE TWIN RED LIGHTS ON THE TOP OF THE TANK, LOCATED AT THE
 AY1868'INTERSECTION OF PATCH ROAD AND SCOFFIELD ROAD IN FORT SAM
 AY1868'HOUSTON.  THE TANK IS PAINTED SILVER.
 AY1868
 AY1868                          STATION RECOVERY (1995)
 AY1868
 AY1868'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1855 ***********************************************************************
 AY1855  DESIGNATION -  FORT SAM HOUSTON W WATER TANK
 AY1855  PID         -  AY1855
 AY1855  STATE/COUNTY-  TX/BEXAR
 AY1855  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1855
 AY1855                         *CURRENT SURVEY CONTROL
 AY1855  ___________________________________________________________________
 AY1855* NAD 83(1993)-  29 26 41.65995(N)    098 27 43.84884(W)     ADJUSTED  
 AY1855* NAVD 88     -                                                        
 AY1855  ___________________________________________________________________
 AY1855  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AY1855  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AY1855
 AY1855  HORZ ORDER  -  THIRD
 AY1855
 AY1855.The horizontal coordinates were established by classical geodetic methods
 AY1855.and adjusted by the National Geodetic Survey in February 1996..
 AY1855
 AY1855
 AY1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1855
 AY1855.The geoid height was determined by GEOID03.
 AY1855
 AY1855;                    North         East     Units Scale Factor Converg.
 AY1855;SPC TXSC     - 4,178,724.766   652,171.365   MT  0.99986508   +0 15 48.5
 AY1855;SPC TXSC     -13,709,699.50  2,139,665.55   sFT  0.99986508   +0 15 48.5
 AY1855;UTM  14      - 3,257,399.316   552,158.116   MT  0.99963357   +0 15 51.8
 AY1855
 AY1855                          SUPERSEDED SURVEY CONTROL
 AY1855
 AY1855  NAD 83(1986)-  29 26 41.66479(N)    098 27 43.83084(W) AD(       ) 4
 AY1855  NAD 27      -  29 26 40.82800(N)    098 27 42.77100(W) AD(       ) 3
 AY1855
 AY1855.Superseded values are not recommended for survey control.
 AY1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1855.See file dsdata.txt to determine how the superseded data were derived.
 AY1855
 AY1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5215857399(NAD 83)
 AY1855_MARKER: 53 = ELEVATED TANK
 AY1855
 AY1855  HISTORY     - Date     Condition        Report By
 AY1855  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1855  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 AY1855
 AY1855                          STATION DESCRIPTION
 AY1855
 AY1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1855'THE BALL ON THE APEX OF THE WEST ONE OF TWO SIMILAR SILVER
 AY1855'TANKS IN THE QUADRANGLE OF THE FOURTH ARMY HEADQUARTERS
 AY1855'AT FORT SAM HOUSTON.  IT IS A STEEL TANK 118 FEET HIGH,
 AY1855'ERECTED IN 1911 AND IS DESIGNATED BY THE ARMY ENGINEERS AS
 AY1855'TANK NO. 52.
 AY1855
 AY1855                          STATION RECOVERY (1995)
 AY1855
 AY1855'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1484 ***********************************************************************
 AJ1484  DESIGNATION -  FORT SAM HUSTON TX
 AJ1484  PID         -  AJ1484
 AJ1484  STATE/COUNTY-  TX/WEBB
 AJ1484  USGS QUAD   -  LAS TIENDAS (1975)
 AJ1484
 AJ1484                         *CURRENT SURVEY CONTROL
 AJ1484  ___________________________________________________________________
 AJ1484* NAD 83(1986)-  27 58 11.     (N)    099 42 31.     (W)     SCALED    
 AJ1484* NAVD 88     -       210.56   (+/-2cm)     690.8    (feet)  VERTCON   
 AJ1484  ___________________________________________________________________
 AJ1484  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AJ1484
 AJ1484  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AJ1484
 AJ1484.The horizontal coordinates were scaled from a topographic map and have
 AJ1484.an estimated accuracy of +/- 6 seconds.
 AJ1484
 AJ1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1484.The vertical order pertains to the NGVD 29 superseded value.
 AJ1484
 AJ1484.The geoid height was determined by GEOID03.
 AJ1484
 AJ1484;                    North         East    Units  Estimated Accuracy
 AJ1484;SPC TX S     - 5,255,740.      181,080.      MT  (+/- 180 meters Scaled)
 AJ1484
 AJ1484                          SUPERSEDED SURVEY CONTROL
 AJ1484
 AJ1484  NGVD 29 (??/??/92)  210.54   (m)          690.7    (f) COMPUTED    2 0
 AJ1484
 AJ1484.Superseded values are not recommended for survey control.
 AJ1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1484.See file dsdata.txt to determine how the superseded data were derived.
 AJ1484
 AJ1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR303940(NAD 83)
 AJ1484_MARKER: DB = BENCH MARK DISK
 AJ1484_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ1484_SP_SET: PREFAB CONC. POST IN EARTH
 AJ1484_STAMPING: FORT SAM HUSTON TEXAS 691 WR 1964
 AJ1484_MARK LOGO: USE   
 AJ1484_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1484
 AJ1484  HISTORY     - Date     Condition        Report By
 AJ1484  HISTORY     - 1964     MONUMENTED       USE
 AJ1484
 AJ1484                          STATION DESCRIPTION
 AJ1484
 AJ1484'DESCRIBED BY US ENGINEERS 1964
 AJ1484'FROM THE LAREDO INTERNATIONAL AIRPORT, PROCEED 20.6 MILES NORTHWEST
 AJ1484'ALONG TEXAS FARM ROAD 1472, THENCE 15.9 MILES NORTH-NORTHEAST ALONG
 AJ1484'THE LA MESA AND SPOHN RANCH ROAD, ABOUT 1.4 MILES NORTHEAST OF
 AJ1484'MILSTEAD COW CAMP, 20 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 AJ1484'20 FEET SOUTHWEST OF THE CENTER OF A CATTLEGUARD, 3.5 FEET SOUTH OF A
 AJ1484'FENCE, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0170 ***********************************************************************
 BP0170  DESIGNATION -  FORT STOCKTON
 BP0170  PID         -  BP0170
 BP0170  STATE/COUNTY-  TX/PECOS
 BP0170  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0170
 BP0170                         *CURRENT SURVEY CONTROL
 BP0170  ___________________________________________________________________
 BP0170* NAD 83(1986)-  30 52 56.     (N)    102 52 46.     (W)     SCALED    
 BP0170* NAVD 88     -       902.331  (meters)    2960.40   (feet)  ADJUSTED  
 BP0170  ___________________________________________________________________
 BP0170  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0170  DYNAMIC HT  -         900.957 (meters)    2955.89  (feet)  COMP
 BP0170  MODELED GRAV-     979,088.7   (mgal)                       NAVD 88
 BP0170
 BP0170  VERT ORDER  -  FIRST     CLASS II
 BP0170
 BP0170.The horizontal coordinates were scaled from a topographic map and have
 BP0170.an estimated accuracy of +/- 6 seconds.
 BP0170
 BP0170.The orthometric height was determined by differential leveling
 BP0170.and adjusted by the National Geodetic Survey in June 1991..
 BP0170.WARNING-Repeat measurements at this control monument indicate possible
 BP0170.vertical movement.
 BP0170
 BP0170.The geoid height was determined by GEOID03.
 BP0170
 BP0170.The dynamic height is computed by dividing the NAVD 88
 BP0170.geopotential number by the normal gravity value computed on the
 BP0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0170.degrees latitude (g = 980.6199 gals.).
 BP0170
 BP0170.The modeled gravity was interpolated from observed gravity values.
 BP0170
 BP0170;                    North         East    Units  Estimated Accuracy
 BP0170;SPC TX C     - 3,137,540.      456,590.      MT  (+/- 180 meters Scaled)
 BP0170
 BP0170                          SUPERSEDED SURVEY CONTROL
 BP0170
 BP0170  NGVD 29 (??/??/92)  902.008  (m)         2959.34   (f) ADJ UNCH    1 2
 BP0170
 BP0170.Superseded values are not recommended for survey control.
 BP0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0170.See file dsdata.txt to determine how the superseded data were derived.
 BP0170
 BP0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ027184(NAD 83)
 BP0170_MARKER: DB = BENCH MARK DISK
 BP0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0170_SP_SET: STEP
 BP0170_STAMPING: FORT STOCKTON 2959.338 1932
 BP0170_MARK LOGO: USGS  
 BP0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0170
 BP0170  HISTORY     - Date     Condition        Report By
 BP0170  HISTORY     - 1932     MONUMENTED       USGS
 BP0170  HISTORY     - 1958     GOOD             NGS
 BP0170  HISTORY     - 1981     GOOD             NGS
 BP0170  HISTORY     - 19961005 GOOD             USPSQD
 BP0170  HISTORY     - 20030827 GOOD             USPSQD
 BP0170
 BP0170                          STATION DESCRIPTION
 BP0170
 BP0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0170'IN FORT STOCKTON.
 BP0170'ABOUT 0.8 MILE SOUTH ALONG MAIN STREET FOR THE PANHANDLE AND SANTA FE
 BP0170'RAILWAY STATION AT FORT STOCKTON, ABOUT 60 YARDS SOUTH OF THE SOUTH
 BP0170'ENTRANCE TO THE PECOS COUNTY COURTHOUSE, IN THE TOP OF THE TOP STEP OF
 BP0170'A WORLD WAR I MEMORIAL, 172 FEET WEST OF THE CENTER LINE OF MAIN
 BP0170'STREET, 92 FEET SOUTH OF THE CENTER LINE OF WEST JAMES STREET, 93 FEET
 BP0170'NORTH OF THE CENTER LINE OF GALLAGHER STREET, AND ABOUT 2 FEET ABOVE
 BP0170'THE GROUND.
 BP0170
 BP0170                          STATION RECOVERY (1981)
 BP0170
 BP0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0170'IN FORT STOCKTON, AT THE INTERSECTION OF SOUTH MAIN STREET AND WEST
 BP0170'JAMES STREET, IN TOP OF THE TOP STEP OF THE EAST EDGE OF A WORLD
 BP0170'WAR ONE MEMORIAL, AT THE CENTER OF A SMALL PARK ACROSS THE STREET
 BP0170'FROM THE COUNTY COURTHOUSE, 63.1 METERS (207.0 FT) SOUTH OF THE CENTER
 BP0170'OF THE SOUTH ENTRANCE TO THE COUNTY COURTHOUSE, 52.4 METERS (171.9 FT)
 BP0170'WEST OF THE CENTER OF MAIN STREET AND 28.0 METERS (91.9 FT) SOUTH
 BP0170'OF THE CENTER OF JAMES STREET.
 BP0170'THE MARK IS 0.6 M ABOVE THE GROUND.
 BP0170
 BP0170                          STATION RECOVERY (1996)
 BP0170
 BP0170'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0170'RECOVERED IN GOOD CONDITION.
 BP0170
 BP0170                          STATION RECOVERY (2003)
 BP0170
 BP0170'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0590 ***********************************************************************
 BP0590  DESIGNATION -  FORT STOCKTON
 BP0590  PID         -  BP0590
 BP0590  STATE/COUNTY-  TX/PECOS
 BP0590  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0590
 BP0590                         *CURRENT SURVEY CONTROL
 BP0590  ___________________________________________________________________
 BP0590* NAD 83(1993)-  30 52 55.87642(N)    102 52 45.93409(W)     ADJUSTED  
 BP0590* NAVD 88     -       901.618  (meters)    2958.06   (feet)  ADJUSTED  
 BP0590  ___________________________________________________________________
 BP0590  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BP0590  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0590  DYNAMIC HT  -         900.245 (meters)    2953.55  (feet)  COMP
 BP0590  MODELED GRAV-     979,088.7   (mgal)                       NAVD 88
 BP0590
 BP0590  HORZ ORDER  -  SECOND
 BP0590  VERT ORDER  -  FIRST     CLASS II
 BP0590
 BP0590.The horizontal coordinates were established by classical geodetic methods
 BP0590.and adjusted by the National Geodetic Survey in February 1996..
 BP0590
 BP0590.The orthometric height was determined by differential leveling
 BP0590.and adjusted by the National Geodetic Survey in June 1991..
 BP0590
 BP0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0590
 BP0590.The geoid height was determined by GEOID03.
 BP0590
 BP0590.The dynamic height is computed by dividing the NAVD 88
 BP0590.geopotential number by the normal gravity value computed on the
 BP0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0590.degrees latitude (g = 980.6199 gals.).
 BP0590
 BP0590.The modeled gravity was interpolated from observed gravity values.
 BP0590
 BP0590;                    North         East     Units Scale Factor Converg.
 BP0590;SPC TX C     - 3,137,532.213   456,588.374   MT  0.99988390   -1 18 41.0
 BP0590;SPC TX C     -10,293,720.27  1,497,990.36   sFT  0.99988390   -1 18 41.0
 BP0590;UTM  13      - 3,418,471.514   702,713.349   MT  1.00010692   +1 05 19.7
 BP0590
 BP0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0590!SPC TX C     -   0.99986212  x   0.99988390  =   0.99974604
 BP0590!UTM  13      -   0.99986212  x   1.00010692  =   0.99996903
 BP0590
 BP0590:                Primary Azimuth Mark                     Grid Az
 BP0590:SPC TX C     -  FORT STOCKTON AZ MK 2                    109 56 31.0
 BP0590:UTM  13      -  FORT STOCKTON AZ MK 2                    107 32 30.3
 BP0590
 BP0590|---------------------------------------------------------------------|
 BP0590| PID    Reference Object                     Distance      Geod. Az  |
 BP0590|                                                           dddmmss.s |
 BP0590| CH9375 FORT STOCKTON AZ MK 2                              1083750.0 |
 BP0590| BP0591 FORT STOCKTON RM 1                   20.087 METERS 18207     |
 BP0590| CH9374 FORT STOCKTON AZ MK                                2633409.7 |
 BP0590| BP0885 ST GALL CROSS                        29.130 METERS 27135     |
 BP0590| BP0951 FORT STOCKTON                        28.550 METERS 27542     |
 BP0590| BP0882 FORT STOCKTON MUNICIPAL TANK W      APPROX. 1.7 KM 2872845.2 |
 BP0590| BP0884 FORT STOCKTON MUNICIPAL TANK E      APPROX. 0.9 KM 3320928.5 |
 BP0590|---------------------------------------------------------------------|
 BP0590
 BP0590                          SUPERSEDED SURVEY CONTROL
 BP0590
 BP0590  NAD 83(1986)-  30 52 55.87826(N)    102 52 45.92895(W) AD(       ) 2
 BP0590  NAD 27      -  30 52 55.32200(N)    102 52 44.36900(W) AD(       ) 2
 BP0590  NGVD 29 (07/19/86)  902.01   (m)         2959.3    (f) LEVELING    3  
 BP0590
 BP0590.Superseded values are not recommended for survey control.
 BP0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0590.See file dsdata.txt to determine how the superseded data were derived.
 BP0590
 BP0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0271318472(NAD 83)
 BP0590_MARKER: DS = TRIANGULATION STATION DISK
 BP0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0590_SP_SET: CONCRETE POST
 BP0590_STAMPING: FORT STOCKTON 1935
 BP0590_MARK LOGO: CGS   
 BP0590_PROJECTION: RECESSED 10 CENTIMETERS
 BP0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0590+STABILITY: SURFACE MOTION
 BP0590
 BP0590  HISTORY     - Date     Condition        Report By
 BP0590  HISTORY     - 1935     MONUMENTED       CGS
 BP0590  HISTORY     - 1937     GOOD             CGS
 BP0590  HISTORY     - 1938     GOOD             CGS
 BP0590  HISTORY     - 1943     GOOD             CGS
 BP0590  HISTORY     - 1970     GOOD             USGS
 BP0590  HISTORY     - 1970     GOOD             LOCSUR
 BP0590  HISTORY     - 1981     GOOD             NGS
 BP0590  HISTORY     - 19961005 GOOD             USPSQD
 BP0590  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 BP0590
 BP0590                          STATION DESCRIPTION
 BP0590
 BP0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0590'THIS STATION IS IN A PARK WITH A WORLD WAR (1917-1919) MONUMENT,
 BP0590'WHICH IS A CONTRIBUTION FROM PECOS COUNTY, IN THE CENTER.  THIS
 BP0590'PARK IS ACROSS THE STREET SOUTH FROM THE PECOS COUNTY COURT
 BP0590'HOUSE.  THE STATION IS 75.65 FT. NORTHWEST OF THE INSIDE EDGE
 BP0590'OF THE SOUTHEAST CORNER OF THE 8 INCH BY 6 INCH CEMENT WALL
 BP0590'AROUND THE PARK, 95.57 FT. AND 29.13 M. EAST OF THE ST. GALL
 BP0590'(1847) CROSS, 82.10 FT. SOUTHWEST OF THE INSIDE EDGE OF THE
 BP0590'NORTHEAST CORNER OF THE WALL AROUND THE PARK, 94.00 FT.
 BP0590'EAST-SOUTHEAST OF THE WORLD WAR MONUMENT, AND THE MARK IS 2
 BP0590'INCHES BELOW THE SURFACE OF THE GROUND.
 BP0590'
 BP0590'R.M. 1 IS SOUTH OF THE STATION, IN THE CENTER OF THE TOP OF THE
 BP0590'WALL AROUND THE PARK THE STATION IS IN, 44.30 FT. WEST OF THE
 BP0590'WEST END OF THE SOUTHEAST CORNER BLOCK IN THE WALL AROUND
 BP0590'THE PARK.
 BP0590'
 BP0590'R.M. 2 IS A STANDARD USC AND GS DISC, STAMPED FT. STOCKTON
 BP0590'1932, SET IN A DRILL HOLE IN THE TOP TIER OF THE PLATFORM, UNDER
 BP0590'THE WORLD WAR MONUMENT WEST-NORTHWEST OF THE STATION.
 BP0590'
 BP0590'THE AZIMUTH MARK IS WEST OF THE STATION, 48 FT. NORTH OF THE
 BP0590'NORTHWEST CORNER OF A YARD FENCE, 30 FT. EAST OF THE CENTER-LINE
 BP0590'OF THE MARATHON-FT. STOCKTON ROAD, 19 FT. SOUTH OF A POWER-LINE
 BP0590'POLE, AND PROJECTS 4 INCHES.
 BP0590'
 BP0590'THE ST. GALL (1847) MARK IS WEST OF THE STATION, 7.06 FT.
 BP0590'SOUTHWEST OF THE BM 1932.  AND IT IS A CROSS IN THE TOP OF A
 BP0590'ROCK SURROUNDED BY CONCRETE WALK AROUND THE BASE OF THE WORLD
 BP0590'WAR MONUMENT, AND THE CROSS IS FLUSH WITH THE WALK.
 BP0590'
 BP0590'THE MONUMENT IS A GRANITE MASS 1.4 FT. BY 3.85 FT. AT THE
 BP0590'BASE, AND 5.8 FT. HIGH, WITH A BRONZE PLATE ON THE NORTH SIDE
 BP0590'WITH 1917-1919 WORLD WAR MONUMENT-PECOS COUNTY CONTRIBUTION,
 BP0590'AND THE VETERANS NAMES WRITTEN UPON IT.  IT IS WEST-NORTHWEST
 BP0590'OF THE STATION.
 BP0590'
 BP0590'ALL OF THE OBJECTS ARE VISIBLE FROM THE GROUND.
 BP0590'
 BP0590'THE STATION IS 0.45 METER LOWER THAN THE BM.  (1932)
 BP0590'
 BP0590'HEIGHT OF LIGHT ABOVE STATION MARK - 1.38 METERS.
 BP0590
 BP0590                          STATION RECOVERY (1937)
 BP0590
 BP0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EHS)
 BP0590'SURFACE, R.M. 1 AND R.M. 2, AZIMUTH RECOVERED AS DESCRIBED.
 BP0590
 BP0590                          STATION RECOVERY (1938)
 BP0590
 BP0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (ACR)
 BP0590'ORIGINAL DESCRIPTION IS ALRIGHT.
 BP0590
 BP0590                          STATION RECOVERY (1943)
 BP0590
 BP0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0590'STATION IS LOCATED IN FT. STOCKTON ACROSS THE STREET SOUTH OF
 BP0590'THE PECOS COUNTY COURT HOUSE IN ABOUT THE CENTER OF A SMALL
 BP0590'GRASS PARK NEAR A WORLD WAR MONUMENT.  IT IS 72.9 FT. SOUTH OF
 BP0590'FACE OF CURB ON THE NORTH EDGE OF LAWN, AND 42.9 FT. WEST OF
 BP0590'FACE OF CURB ON THE EAST EDGE OF LAWN, AND 94 FT. EAST-SOUTHEAST
 BP0590'OF A WORLD WAR MONUMENT.  A STANDARD BRONZE DISK SET IN THE TOP
 BP0590'OF A SQUARE CONCRETE POST 3 INCHES BELOW THE GROUND STAMPED
 BP0590'FT. STOCKTON 1935.
 BP0590'
 BP0590'R.M. 1 IS SOUTH OF THE STATION, AND IS 44.3 FT. WEST OF THE
 BP0590'EAST END OF THE SOUTHEAST CORNER OF THE WALL AROUND THE PARK.
 BP0590'A STANDARD BRONZE DISK SET IN A DRILL HOLE IN THE NORTH CURB OF
 BP0590'STREET ON SOUTH OF LAWN IN WHICH STATION IS LOCATED, AND IS
 BP0590'STAMPED FT. STOCKTON NO 1 1935.
 BP0590'
 BP0590'R.M. 2 IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK STAMPED
 BP0590'FT. STOCKTON 1932, SET IN A DRILL HOLE IN THE EAST END OF THE
 BP0590'TOP TIER OF THE BASE OF MONUMENT TO PECOS COUNTY WORLD WAR
 BP0590'VETERANS AND IS WEST OF THE STATION.
 BP0590'
 BP0590'AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION.  A STANDARD
 BP0590'BRONZE DISK SET IN A DRILL HOLE IN THE WEST HEADWALL OF A
 BP0590'CULVERT UNDER A DIRT ROAD, STAMPED FORT STOCKTON 1943.
 BP0590'
 BP0590'NOTE--THE LINE OF SIGHT TO THE OLD AZIMUTH MARK FROM THE
 BP0590'STATION WAS OBSTRUCTED BY A BUILDING, SO A NEW AZIMUTH MARK
 BP0590'WAS ESTABLISHED AS DESCRIBED ABOVE.  THE OLD MARK WAS DESTROYED.
 BP0590
 BP0590                          STATION RECOVERY (1970)
 BP0590
 BP0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (GRS)
 BP0590'THE STATION IS LOCATED IN THE CITY OF FORT STOCKTON IN THE 300
 BP0590'BLOCK OF WEST 12TH STREET.  IT IS 20 FEET SOUTH OF THE CENTER OF
 BP0590'WEST 12TH STREET AND 85 FEET EAST OF THE CENTER OF YOUNG STREET.
 BP0590'THE STATION MARK IS A USC AND GS GRAVITY STATION DISK
 BP0590'STAMPED FORT STOCKTON 1937.
 BP0590
 BP0590                          STATION RECOVERY (1970)
 BP0590
 BP0590'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 BP0590'RECOVERED BY BUCE AND ASSOC AERIAL MAPPING
 BP0590'
 BP0590'FT. STOCKTON-GOOD
 BP0590'
 BP0590'REF 1-GOOD
 BP0590'
 BP0590'REF 2-GOOD
 BP0590'
 BP0590'AZ-GOOD
 BP0590
 BP0590                          STATION RECOVERY (1981)
 BP0590
 BP0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0590'IN FORT STOCKTON.
 BP0590'IN FORT STOCKTON, AT THE INTERSECTION OF SOUTH MAIN STREET AND WEST
 BP0590'JAMES STREET, AT THE EAST END OF A SMALL PARK ACROSS THE STREET FROM
 BP0590'THE COUNTY COURTHOUSE, 28.6 METERS (93.8 FT) EAST-SOUTHEAST OF BENCH
 BP0590'MARK FORT STOCKTON USGS, 22.3 METERS (73.2 FT) SOUTH OF THE SOUTH
 BP0590'CURB OF WEST JAMES STREET, 20.1 METERS (65.9 FT) NORTH OF FORT
 BP0590'STOCKTON RM 1 AND 16.3 METERS (53.5 FT) WEST OF THE WEST CURB OF SOUTH
 BP0590'MAIN STREET.
 BP0590'THE MARK IS 0.3 M ABOVE THE STREET.
 BP0590
 BP0590                          STATION RECOVERY (1996)
 BP0590
 BP0590'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0590'RECOVERED IN GOOD CONDITION.
 BP0590
 BP0590                          STATION RECOVERY (2003)
 BP0590
 BP0590'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0590'THE LOCATION PLACES THE MARK UNDER A BRICK SIDEWALK,THE MARK MAY OR
 BP0590'MAY NOT BE THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0883 ***********************************************************************
 BP0883  DESIGNATION -  FORT STOCKTON
 BP0883  PID         -  BP0883
 BP0883  STATE/COUNTY-  TX/PECOS
 BP0883  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0883
 BP0883                         *CURRENT SURVEY CONTROL
 BP0883  ___________________________________________________________________
 BP0883* NAD 83(1993)-  30 53 45.13533(N)    102 52 55.78712(W)     ADJUSTED  
 BP0883* NAVD 88     -       907.     (meters)    2976.     (feet)  SCALED    
 BP0883  ___________________________________________________________________
 BP0883  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BP0883  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 BP0883
 BP0883  HORZ ORDER  -  THIRD
 BP0883
 BP0883.The horizontal coordinates were established by classical geodetic methods
 BP0883.and adjusted by the National Geodetic Survey in February 1996..
 BP0883
 BP0883.The orthometric height was scaled from a topographic map.
 BP0883
 BP0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0883
 BP0883.The geoid height was determined by GEOID03.
 BP0883
 BP0883;                    North         East     Units Scale Factor Converg.
 BP0883;SPC TX C     - 3,139,054.634   456,361.513   MT  0.99988343   -1 18 46.1
 BP0883;SPC TX C     -10,298,715.08  1,497,246.06   sFT  0.99988343   -1 18 46.1
 BP0883;UTM  13      - 3,419,983.435   702,422.859   MT  1.00010547   +1 05 16.2
 BP0883
 BP0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0883!SPC TX C     -   0.99986123  x   0.99988343  =   0.99974467
 BP0883!UTM  13      -   0.99986123  x   1.00010547  =   0.99996668
 BP0883
 BP0883                          SUPERSEDED SURVEY CONTROL
 BP0883
 BP0883  NAD 83(1986)-  30 53 45.13729(N)    102 52 55.78184(W) AD(       ) 3
 BP0883  NAD 27      -  30 53 44.58200(N)    102 52 54.22100(W) AD(       ) 3
 BP0883
 BP0883.Superseded values are not recommended for survey control.
 BP0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0883.See file dsdata.txt to determine how the superseded data were derived.
 BP0883
 BP0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0242319983(NAD 83)
 BP0883_MARKER: DG = GRAVITY STATION DISK
 BP0883_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BP0883_SP_SET: SET INTO CONCRETE
 BP0883_MARK LOGO: CGS   
 BP0883_PROJECTION: FLUSH
 BP0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0883
 BP0883  HISTORY     - Date     Condition        Report By
 BP0883  HISTORY     - 1937     MONUMENTED       CGS
 BP0883  HISTORY     - 1943     GOOD             CGS
 BP0883  HISTORY     - 19940915 MARK NOT FOUND   NGS
 BP0883
 BP0883                          STATION DESCRIPTION
 BP0883
 BP0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0883'THIS IS A GRAVITY STATION OF THE U.S. COAST AND GEODETIC SURVEY.
 BP0883'IT WAS NOT OCCUPIED BY AN OBSERVING PARTY, BUT WAS LOCATED
 BP0883'BY SECOND-ORDER INTERSECTION.
 BP0883'
 BP0883'THE STATION IS LOCATED IN THE CITY OF FORT STOCKTON, THREE
 BP0883'BLOCKS WEST OF THE RAILROAD AND TWO BLOCKS NORTH OF U.S.
 BP0883'HIGHWAY 290, ON PROPERTY OF THE CACTUS TRAILER CAMP.  THIS IS IN
 BP0883'THE NORTH PART OF TOWN.
 BP0883'
 BP0883'MARKED BY A GRAVITY STATION DISK, SET IN CONCRETE, FLUSH
 BP0883'WITH THE GROUND.  IT IS 20 FEET SOUTH OF THE CENTER OF AN
 BP0883'EAST-WEST, UNPAVED STREET, AND ABOUT 65 FEET EAST OF AN UNPAVED
 BP0883'NORTH-SOUTH FENCE, AND 20 FEET NORTHWEST OF THE NORTHWEST
 BP0883'CORNER OF THE CAMP OFFICE BUILDING.
 BP0883'
 BP0883'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 BP0883
 BP0883                          STATION RECOVERY (1994)
 BP0883
 BP0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 BP0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0951 ***********************************************************************
 BP0951  DESIGNATION -  FORT STOCKTON
 BP0951  PID         -  BP0951
 BP0951  STATE/COUNTY-  TX/PECOS
 BP0951  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0951
 BP0951                         *CURRENT SURVEY CONTROL
 BP0951  ___________________________________________________________________
 BP0951* NAD 83(1993)-  30 52 55.96840(N)    102 52 47.00365(W)     ADJUSTED  
 BP0951* NAVD 88     -       902.     (meters)    2959.     (feet)  SCALED    
 BP0951  ___________________________________________________________________
 BP0951  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BP0951  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0951
 BP0951  HORZ ORDER  -  SECOND
 BP0951
 BP0951.The horizontal coordinates were established by classical geodetic methods
 BP0951.and adjusted by the National Geodetic Survey in February 1996..
 BP0951
 BP0951.The orthometric height was scaled from a topographic map.
 BP0951
 BP0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0951
 BP0951.The geoid height was determined by GEOID03.
 BP0951
 BP0951;                    North         East     Units Scale Factor Converg.
 BP0951;SPC TX C     - 3,137,535.695   456,560.040   MT  0.99988390   -1 18 41.5
 BP0951;SPC TX C     -10,293,731.69  1,497,897.40   sFT  0.99988390   -1 18 41.5
 BP0951;UTM  13      - 3,418,473.807   702,684.888   MT  1.00010678   +1 05 19.2
 BP0951
 BP0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0951!SPC TX C     -   0.99986201  x   0.99988390  =   0.99974593
 BP0951!UTM  13      -   0.99986201  x   1.00010678  =   0.99996878
 BP0951
 BP0951                          SUPERSEDED SURVEY CONTROL
 BP0951
 BP0951  NAD 83(1986)-  30 52 55.97024(N)    102 52 46.99851(W) AD(       ) 2
 BP0951  NAD 27      -  30 52 55.41400(N)    102 52 45.43900(W) AD(       ) 2
 BP0951
 BP0951.Superseded values are not recommended for survey control.
 BP0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0951.See file dsdata.txt to determine how the superseded data were derived.
 BP0951
 BP0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0268518474(NAD 83)
 BP0951_MARKER: DB = BENCH MARK DISK
 BP0951_SETTING: 0 = UNSPECIFIED SETTING
 BP0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0951
 BP0951  HISTORY     - Date     Condition        Report By
 BP0951  HISTORY     - 1935     MONUMENTED       CGS
 BP0951  HISTORY     - 19961005 GOOD             USPSQD
 BP0951  HISTORY     - 20030826 GOOD             USPSQD
 BP0951
 BP0951                          STATION DESCRIPTION
 BP0951
 BP0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BP0951'STATION IS LOCATED IN FT. STOCKTON ACROSS THE STREET SOUTH OF
 BP0951'THE PECOS COUNTY COURT HOUSE IN ABOUT THE CENTER OF A SMALL
 BP0951'GRASS PARK.
 BP0951'
 BP0951'A STANDARD U.S.C. AND G.S. BENCH MARK DISK STAMPED
 BP0951'FT. STOCKTON 1932, SET IN A DRILL HOLE IN THE EAST END OF THE
 BP0951'TOP TIER OF THE BASE OF MONUMENT TO PECOS COUNTY WORLD WAR
 BP0951'VETERANS AND IS WEST OF THE STATION.
 BP0951
 BP0951                          STATION RECOVERY (1996)
 BP0951
 BP0951'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0951'RECOVERED IN GOOD CONDITION.
 BP0951
 BP0951                          STATION RECOVERY (2003)
 BP0951
 BP0951'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0882 ***********************************************************************
 BP0882  DESIGNATION -  FORT STOCKTON MUNICIPAL TANK W
 BP0882  PID         -  BP0882
 BP0882  STATE/COUNTY-  TX/PECOS
 BP0882  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0882
 BP0882                         *CURRENT SURVEY CONTROL
 BP0882  ___________________________________________________________________
 BP0882* NAD 83(1993)-  30 53 12.30205(N)    102 53 46.42950(W)     ADJUSTED  
 BP0882* NAVD 88     -                                                        
 BP0882  ___________________________________________________________________
 BP0882  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BP0882  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 BP0882
 BP0882  HORZ ORDER  -  THIRD
 BP0882
 BP0882.The horizontal coordinates were established by classical geodetic methods
 BP0882.and adjusted by the National Geodetic Survey in February 1996..
 BP0882
 BP0882
 BP0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0882
 BP0882.The geoid height was determined by GEOID03.
 BP0882
 BP0882;                    North         East     Units Scale Factor Converg.
 BP0882;SPC TX C     - 3,138,074.764   454,993.786   MT  0.99988373   -1 19 12.2
 BP0882;SPC TX C     -10,295,500.29  1,492,758.78   sFT  0.99988373   -1 19 12.2
 BP0882;UTM  13      - 3,418,946.911   701,097.084   MT  1.00009887   +1 04 49.1
 BP0882
 BP0882                          SUPERSEDED SURVEY CONTROL
 BP0882
 BP0882  NAD 83(1986)-  30 53 12.30419(N)    102 53 46.42436(W) AD(       ) 4
 BP0882  NAD 27      -  30 53 11.74900(N)    102 53 44.86400(W) AD(       ) 3
 BP0882
 BP0882.Superseded values are not recommended for survey control.
 BP0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0882.See file dsdata.txt to determine how the superseded data were derived.
 BP0882
 BP0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0109718947(NAD 83)
 BP0882_MARKER: 53 = ELEVATED TANK
 BP0882
 BP0882  HISTORY     - Date     Condition        Report By
 BP0882  HISTORY     - 1943     FIRST OBSERVED   CGS
 BP0882  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0882
 BP0882                          STATION DESCRIPTION
 BP0882
 BP0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0882'STATION IS THE WEST ONE OF TWO MUNICIPAL WATER TANKS IN FORT
 BP0882'STOCKTON.  ERECTED IN 1940, IT IS A 100,000 GALLON CAPACITY,
 BP0882'SILVER-COLORED TANK SURMOUNTING A STEEL STRUCTURE, 115 FEET
 BP0882'HIGH.  THE TOWER LEG FOOTINGS ARE 32 FEET APART.
 BP0882'
 BP0882'TANK IS LOCATED 0.1 MILE WEST OF RIO STREET, 165 FEET NORTH
 BP0882'OF SECOND STREET, AND 172 FEET WEST OF THE CENTER OF A LANE.
 BP0882
 BP0882                          STATION RECOVERY (1996)
 BP0882
 BP0882'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0884 ***********************************************************************
 BP0884  DESIGNATION -  FORT STOCKTON MUNICIPAL TANK E
 BP0884  PID         -  BP0884
 BP0884  STATE/COUNTY-  TX/PECOS
 BP0884  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0884
 BP0884                         *CURRENT SURVEY CONTROL
 BP0884  ___________________________________________________________________
 BP0884* NAD 83(1993)-  30 53 22.80946(N)    102 53 02.42916(W)     ADJUSTED  
 BP0884* NAVD 88     -                                                        
 BP0884  ___________________________________________________________________
 BP0884  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BP0884  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0884
 BP0884  HORZ ORDER  -  THIRD
 BP0884
 BP0884.The horizontal coordinates were established by classical geodetic methods
 BP0884.and adjusted by the National Geodetic Survey in February 1996..
 BP0884
 BP0884
 BP0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0884
 BP0884.The geoid height was determined by GEOID03.
 BP0884
 BP0884;                    North         East     Units Scale Factor Converg.
 BP0884;SPC TX C     - 3,138,371.378   456,169.420   MT  0.99988363   -1 18 49.5
 BP0884;SPC TX C     -10,296,473.43  1,496,615.84   sFT  0.99988363   -1 18 49.5
 BP0884;UTM  13      - 3,419,292.579   702,259.517   MT  1.00010465   +1 05 12.1
 BP0884
 BP0884                          SUPERSEDED SURVEY CONTROL
 BP0884
 BP0884  NAD 83(1986)-  30 53 22.81140(N)    102 53 02.42375(W) AD(       ) 4
 BP0884  NAD 27      -  30 53 22.25700(N)    102 53 00.86400(W) AD(       ) 3
 BP0884
 BP0884.Superseded values are not recommended for survey control.
 BP0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0884.See file dsdata.txt to determine how the superseded data were derived.
 BP0884
 BP0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ0226019293(NAD 83)
 BP0884_MARKER: 53 = ELEVATED TANK
 BP0884
 BP0884  HISTORY     - Date     Condition        Report By
 BP0884  HISTORY     - 1943     FIRST OBSERVED   CGS
 BP0884  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0884
 BP0884                          STATION DESCRIPTION
 BP0884
 BP0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0884'STATION IS THE EAST ONE OF TWO MUNICIPAL WATER TANKS IN FORT
 BP0884'STOCKTON, ERECTED IN 1923, IT IS A 75,000 GALLON CAPACITY,
 BP0884'SILVER-COLORED TANK SURMOUNTING A STEEL STRUCTURE, 140 FT. HIGH.
 BP0884'THE TOWER LEG FOOTINGS ARE 36 FEET APART.
 BP0884'
 BP0884'TANK IS LOCATED 126 FEET WEST OF THE CENTER OF VALENTINE STREET,
 BP0884'AND 121 FEET SOUTH OF SIXTH STREET.  THE CENTER OF THE TANK
 BP0884'IS 30 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE
 BP0884'GENERATOR HOUSE, 66 FEET EAST-NORTHEAST OF THE NORTHEAST
 BP0884'CORNER OF A CONCRETE EQUIPMENT HOUSE, AND 99 FEET EAST OF THE
 BP0884'CENTER OF A CONICAL CISTERN.
 BP0884
 BP0884                          STATION RECOVERY (1996)
 BP0884
 BP0884'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0591 ***********************************************************************
 BP0591  DESIGNATION -  FORT STOCKTON RM 1
 BP0591  PID         -  BP0591
 BP0591  STATE/COUNTY-  TX/PECOS
 BP0591  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0591
 BP0591                         *CURRENT SURVEY CONTROL
 BP0591  ___________________________________________________________________
 BP0591* NAD 83(1986)-  30 52 55.     (N)    102 52 46.     (W)     SCALED    
 BP0591* NAVD 88     -       901.619  (meters)    2958.06   (feet)  ADJUSTED  
 BP0591  ___________________________________________________________________
 BP0591  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0591  DYNAMIC HT  -         900.246 (meters)    2953.56  (feet)  COMP
 BP0591  MODELED GRAV-     979,088.6   (mgal)                       NAVD 88
 BP0591
 BP0591  VERT ORDER  -  FIRST     CLASS II
 BP0591
 BP0591.The horizontal coordinates were scaled from a topographic map and have
 BP0591.an estimated accuracy of +/- 6 seconds.
 BP0591
 BP0591.The orthometric height was determined by differential leveling
 BP0591.and adjusted by the National Geodetic Survey in June 1991..
 BP0591
 BP0591.The geoid height was determined by GEOID03.
 BP0591
 BP0591.The dynamic height is computed by dividing the NAVD 88
 BP0591.geopotential number by the normal gravity value computed on the
 BP0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0591.degrees latitude (g = 980.6199 gals.).
 BP0591
 BP0591.The modeled gravity was interpolated from observed gravity values.
 BP0591
 BP0591;                    North         East    Units  Estimated Accuracy
 BP0591;SPC TX C     - 3,137,510.      456,590.      MT  (+/- 180 meters Scaled)
 BP0591
 BP0591                          SUPERSEDED SURVEY CONTROL
 BP0591
 BP0591.No superseded survey control is available for this station.
 BP0591
 BP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ027184(NAD 83)
 BP0591_MARKER: DR = REFERENCE MARK DISK
 BP0591_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BP0591_SP_SET: CURB
 BP0591_STAMPING: FORT STOCKTON NO 1 1935
 BP0591_MARK LOGO: CGS   
 BP0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0591+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 BP0591
 BP0591  HISTORY     - Date     Condition        Report By
 BP0591  HISTORY     - 1935     MONUMENTED       CGS
 BP0591  HISTORY     - 1981     GOOD             NGS
 BP0591  HISTORY     - 19961005 GOOD             USPSQD
 BP0591  HISTORY     - 20030826 GOOD             USPSQD
 BP0591
 BP0591                          STATION DESCRIPTION
 BP0591
 BP0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0591'IN FORT STOCKTON.
 BP0591'IN FORT STOCKTON, AT THE INTERSECTION OF SOUTH MAIN STREET AND WEST
 BP0591'JAMES STREET, IN THE TOP OF THE NORTH CURB OF WEST GALLAGHER STREET,
 BP0591'AT THE SOUTHEAST END OF A SMALL PARK ACROSS THE STREET FROM THE
 BP0591'COUNTY COURTHOUSE, 35.8 METERS (117.5 FT) SOUTHEAST OF BENCH MARK FORT
 BP0591'STOCKTON USGS, 24.3 METERS (79.7 FT) WEST OF THE CENTER OF SOUTH MAIN
 BP0591'STREET, 20.1 METERS (65.9 FT) SOUTH OF TRIANGULATION STATION FORT
 BP0591'STOCKTON AND 5.1 METERS (16.7 FT) NORTH OF THE CENTER OF GALLAGHER
 BP0591'STREET.
 BP0591'THE MARK IS ABOVE LEVEL WITH THE STREET.
 BP0591
 BP0591                          STATION RECOVERY (1996)
 BP0591
 BP0591'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0591'RECOVERED IN GOOD CONDITION.
 BP0591
 BP0591                          STATION RECOVERY (2003)
 BP0591
 BP0591'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3030 ***********************************************************************
 CS3030  DESIGNATION -  FORT WORTH AIRCRAFT PLANT S TK
 CS3030  PID         -  CS3030
 CS3030  STATE/COUNTY-  TX/TARRANT
 CS3030  USGS QUAD   -  LAKE WORTH (1982)
 CS3030
 CS3030                         *CURRENT SURVEY CONTROL
 CS3030  ___________________________________________________________________
 CS3030* NAD 83(1993)-  32 46 25.59281(N)    097 27 06.06682(W)     ADJUSTED  
 CS3030* NAVD 88     -                                                        
 CS3030  ___________________________________________________________________
 CS3030  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CS3030  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CS3030
 CS3030  HORZ ORDER  -  THIRD
 CS3030
 CS3030.The horizontal coordinates were established by classical geodetic methods
 CS3030.and adjusted by the National Geodetic Survey in February 1996..
 CS3030
 CS3030
 CS3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3030
 CS3030.The geoid height was determined by GEOID03.
 CS3030
 CS3030;                    North         East     Units Scale Factor Converg.
 CS3030;SPC TXNC     - 2,123,257.145   698,204.643   MT  0.99988431   +0 34 18.3
 CS3030;SPC TXNC     - 6,966,052.82  2,290,693.07   sFT  0.99988431   +0 34 18.3
 CS3030;UTM  14      - 3,627,268.959   645,012.463   MT  0.99985930   +0 50 17.8
 CS3030
 CS3030                          SUPERSEDED SURVEY CONTROL
 CS3030
 CS3030  NAD 83(1993)-  32 46 25.59539(N)    097 27 06.04963(W) AD(       ) 4
 CS3030  NAD 83(1986)-  32 46 25.59613(N)    097 27 06.04997(W) AD(       ) 4
 CS3030  NAD 27      -  32 46 25.12800(N)    097 27 04.97700(W) AD(       ) 3
 CS3030
 CS3030.Superseded values are not recommended for survey control.
 CS3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3030.See file dsdata.txt to determine how the superseded data were derived.
 CS3030
 CS3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4501227269(NAD 83)
 CS3030_MARKER: 51 = TANK
 CS3030
 CS3030  HISTORY     - Date     Condition        Report By
 CS3030  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS3030  HISTORY     - 20020622 GOOD             GEOCAC
 CS3030
 CS3030                          STATION DESCRIPTION
 CS3030
 CS3030'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3030'TO REACH FROM THE TRAFFIC CIRCLE AND HIGHWAY 183 AND WHITE
 CS3030'SETTLEMENT ROAD AT W SIDE OF FORT WORTH, GO W ON A BLACK-TOP,
 CS3030'DOUBLE-LANE ROAD FOR 1.3 MILES TO FORKS, BEAR RIGHT AND
 CS3030'CONTINUE ON DOUBLE-LANE ROAD FOR 0.4 MILE TO ENTRANCE TO THE
 CS3030'CONSOLIDATED AIR CORPORATION PLANT.  TANKS ARE ABOUT 200
 CS3030'FEET APART, ARE LOCATED NEAR THE LARGE BUILDING, AND ARE
 CS3030'RED AND WHITE CHECKERED.
 CS3030
 CS3030                          STATION RECOVERY (2002)
 CS3030
 CS3030'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS3030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3031 ***********************************************************************
 CS3031  DESIGNATION -  FORT WORTH AIRCRAFT PLANT N TK
 CS3031  PID         -  CS3031
 CS3031  STATE/COUNTY-  TX/TARRANT
 CS3031  USGS QUAD   -  LAKE WORTH (1982)
 CS3031
 CS3031                         *CURRENT SURVEY CONTROL
 CS3031  ___________________________________________________________________
 CS3031* NAD 83(1993)-  32 46 28.07619(N)    097 27 06.04501(W)     ADJUSTED  
 CS3031* NAVD 88     -                                                        
 CS3031  ___________________________________________________________________
 CS3031  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 CS3031  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CS3031
 CS3031  HORZ ORDER  -  THIRD
 CS3031
 CS3031.The horizontal coordinates were established by classical geodetic methods
 CS3031.and adjusted by the National Geodetic Survey in February 1996..
 CS3031
 CS3031
 CS3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3031
 CS3031.The geoid height was determined by GEOID03.
 CS3031
 CS3031;                    North         East     Units Scale Factor Converg.
 CS3031;SPC TXNC     - 2,123,333.640   698,204.447   MT  0.99988425   +0 34 18.3
 CS3031;SPC TXNC     - 6,966,303.78  2,290,692.42   sFT  0.99988425   +0 34 18.3
 CS3031;UTM  14      - 3,627,345.451   645,011.911   MT  0.99985929   +0 50 17.9
 CS3031
 CS3031                          SUPERSEDED SURVEY CONTROL
 CS3031
 CS3031  NAD 83(1993)-  32 46 28.07852(N)    097 27 06.02765(W) AD(       ) 4
 CS3031  NAD 83(1986)-  32 46 28.07924(N)    097 27 06.02799(W) AD(       ) 4
 CS3031  NAD 27      -  32 46 27.61300(N)    097 27 04.95600(W) AD(       ) 3
 CS3031
 CS3031.Superseded values are not recommended for survey control.
 CS3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3031.See file dsdata.txt to determine how the superseded data were derived.
 CS3031
 CS3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4501227345(NAD 83)
 CS3031_MARKER: 51 = TANK
 CS3031
 CS3031  HISTORY     - Date     Condition        Report By
 CS3031  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS3031  HISTORY     - 20020622 GOOD             GEOCAC
 CS3031
 CS3031                          STATION DESCRIPTION
 CS3031
 CS3031'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2943 ***********************************************************************
 CS2943  DESIGNATION -  FORT WORTH ALL ST EPIS HOSP TR
 CS2943  PID         -  CS2943
 CS2943  STATE/COUNTY-  TX/TARRANT
 CS2943  USGS QUAD   -  FORT WORTH (1981)
 CS2943
 CS2943                         *CURRENT SURVEY CONTROL
 CS2943  ___________________________________________________________________
 CS2943* NAD 83(1993)-  32 43 49.20316(N)    097 20 35.70772(W)     ADJUSTED  
 CS2943* NAVD 88     -                                                        
 CS2943  ___________________________________________________________________
 CS2943  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 CS2943  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS2943
 CS2943  HORZ ORDER  -  THIRD
 CS2943
 CS2943.The horizontal coordinates were established by classical geodetic methods
 CS2943.and adjusted by the National Geodetic Survey in February 1996..
 CS2943
 CS2943
 CS2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2943
 CS2943.The geoid height was determined by GEOID03.
 CS2943
 CS2943;                    North         East     Units Scale Factor Converg.
 CS2943;SPC TXNC     - 2,118,546.918   708,415.149   MT  0.99988825   +0 37 51.2
 CS2943;SPC TXNC     - 6,950,599.35  2,324,192.03   sFT  0.99988825   +0 37 51.2
 CS2943;UTM  14      - 3,622,606.192   655,244.628   MT  0.99989718   +0 53 45.5
 CS2943
 CS2943                          SUPERSEDED SURVEY CONTROL
 CS2943
 CS2943  NAD 83(1986)-  32 43 49.20689(N)    097 20 35.69049(W) AD(       ) 4
 CS2943  NAD 27      -  32 43 48.72900(N)    097 20 34.63000(W) AD(       ) 3
 CS2943
 CS2943.Superseded values are not recommended for survey control.
 CS2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2943.See file dsdata.txt to determine how the superseded data were derived.
 CS2943
 CS2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5524522606(NAD 83)
 CS2943_MARKER: 55 = TOWER
 CS2943
 CS2943  HISTORY     - Date     Condition        Report By
 CS2943  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2943  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2943  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS2943
 CS2943                          STATION DESCRIPTION
 CS2943
 CS2943'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2943'THIS INTERSECTION STATION IS THE TOWER ON THE ALL SAINTS
 CS2943'EPISCOPAL HOSPITAL, IN FORT WORTH, TEXAS.  THE TOWER IS ON
 CS2943'THE CENTER SECTION OF THE RED-BRICK HOSPITAL BUILDING, ABOUT
 CS2943'125 FEET E OF THE CENTER LINE OF EIGHT AVENUE AND ABOUT 105
 CS2943'FEET S OF THE CENTER LINE OF W MAGNOLIA STREET.  THE BUILDING
 CS2943'WAS ERECTED IN 1911 AND THE TOWER IS QUITE PROMINENT.
 CS2943'
 CS2943'THE CENTER SECTION OF THE BUILDING IS ABOUT 80 FEET HIGH.
 CS2943'THE RED-BRICK SQUARE TOWER IS ABOUT 70 FEET HIGH.  IT HAS
 CS2943'THREE ARCHED GLAZED WINDOWS ON EACH SIDE NEAR THE TOP.  THE
 CS2943'FLAT GREEN FOUR-SIDED PYRAMIDAL ROOF HAS A KNOB AT ITS APEX.
 CS2943'THE TOTAL HEIGHT IS ABOUT 155 FEET.
 CS2943
 CS2943                          STATION RECOVERY (1996)
 CS2943
 CS2943'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2943'MARK NOT FOUND.
 CS2943
 CS2943                          STATION RECOVERY (2001)
 CS2943
 CS2943'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2943'BUILDING IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2945 ***********************************************************************
 CS2945  DESIGNATION -  FORT WORTH AMERICAN SEED CO TK
 CS2945  PID         -  CS2945
 CS2945  STATE/COUNTY-  TX/TARRANT
 CS2945  USGS QUAD   -  FORT WORTH (1981)
 CS2945
 CS2945                         *CURRENT SURVEY CONTROL
 CS2945  ___________________________________________________________________
 CS2945* NAD 83(1993)-  32 44 28.26493(N)    097 17 15.97378(W)     ADJUSTED  
 CS2945* NAVD 88     -                                                        
 CS2945  ___________________________________________________________________
 CS2945  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 CS2945  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CS2945
 CS2945  HORZ ORDER  -  THIRD
 CS2945
 CS2945.The horizontal coordinates were established by classical geodetic methods
 CS2945.and adjusted by the National Geodetic Survey in February 1996..
 CS2945
 CS2945
 CS2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2945
 CS2945.The geoid height was determined by GEOID03.
 CS2945
 CS2945;                    North         East     Units Scale Factor Converg.
 CS2945;SPC TXNC     - 2,119,808.650   713,601.008   MT  0.99988721   +0 39 40.1
 CS2945;SPC TXNC     - 6,954,738.88  2,341,205.97   sFT  0.99988721   +0 39 40.1
 CS2945;UTM  14      - 3,623,891.929   660,424.695   MT  0.99991735   +0 55 34.5
 CS2945
 CS2945                          SUPERSEDED SURVEY CONTROL
 CS2945
 CS2945  NAD 83(1986)-  32 44 28.26896(N)    097 17 15.95663(W) AD(       ) 4
 CS2945  NAD 27      -  32 44 27.80200(N)    097 17 14.90200(W) AD(       ) 3
 CS2945
 CS2945.Superseded values are not recommended for survey control.
 CS2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2945.See file dsdata.txt to determine how the superseded data were derived.
 CS2945
 CS2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6042523892(NAD 83)
 CS2945_MARKER: 53 = ELEVATED TANK
 CS2945
 CS2945  HISTORY     - Date     Condition        Report By
 CS2945  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2945  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2945
 CS2945                          STATION DESCRIPTION
 CS2945
 CS2945'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2945'THIS INTERSECTION STATION IS THE TANK AT THE AMERICAN SEED
 CS2945'COMPANY, IN FORT WORTH, TEXAS.  THE TANK IS LOCATED ABOUT 34
 CS2945'FEET SE OF THE SW CORNER OF THE MAIN BUILDING OF THE AMERICAN
 CS2945'SEED COMPANY, ABOUT 280 FEET W OF THE CENTER LINE OF CONNER
 CS2945'AVENUE, AND ABOUT 0.2 MILE N OF CAMILLA AVENUE.  THE TANK WAS
 CS2945'ERECTED IN 1918 AND IS QUITE PROMINENT IN ITS LOCALITY.  IT
 CS2945'CAN BE SEEN READILY FROM MOST OF THE HIGH POINTS IN THE
 CS2945'NORTHERN PART OF THE CITY.
 CS2945'
 CS2945'THE TANK HAS FOUR TRUSSWORK LEGS, BLACK IN COLOR, ABOUT 120
 CS2945'FEET HIGH.  THE BLACK OVAL SECTION EXTENDS DOWNWARD ABOUT
 CS2945'15 FEET.  THE SILVER VERTICAL SECTION IS ABOUT 30 FEET HIGH,
 CS2945'HAS A CATWALK AND RAIL AROUND ITS BASE, AND THE WORDS AMERICAN
 CS2945'SEED COMPANY PAINTED IN BLACK ON THE E AND W SIDES.  THE STEEP
 CS2945'CONICAL ROOF IS SILVER IN COLOR, ABOUT 6 FEET HIGH, AND HAS
 CS2945'A RED BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 155 FEET.
 CS2945
 CS2945                          STATION RECOVERY (1997)
 CS2945
 CS2945'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2977 ***********************************************************************
 CS2977  DESIGNATION -  FORT WORTH ARL HTS TEX CO TK
 CS2977  PID         -  CS2977
 CS2977  STATE/COUNTY-  TX/TARRANT
 CS2977  USGS QUAD   -  BENBROOK (1981)
 CS2977
 CS2977                         *CURRENT SURVEY CONTROL
 CS2977  ___________________________________________________________________
 CS2977* NAD 83(1993)-  32 43 55.34454(N)    097 25 39.63597(W)     ADJUSTED  
 CS2977* NAVD 88     -                                                        
 CS2977  ___________________________________________________________________
 CS2977  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 CS2977  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CS2977
 CS2977  HORZ ORDER  -  THIRD
 CS2977
 CS2977.The horizontal coordinates were established by classical geodetic methods
 CS2977.and adjusted by the National Geodetic Survey in February 1996..
 CS2977
 CS2977
 CS2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2977
 CS2977.The geoid height was determined by GEOID03.
 CS2977
 CS2977;                    North         East     Units Scale Factor Converg.
 CS2977;SPC TXNC     - 2,118,652.129   700,500.893   MT  0.99988808   +0 35 05.4
 CS2977;SPC TXNC     - 6,950,944.53  2,298,226.68   sFT  0.99988808   +0 35 05.4
 CS2977;UTM  14      - 3,622,674.758   647,330.016   MT  0.99986765   +0 51 01.2
 CS2977
 CS2977                          SUPERSEDED SURVEY CONTROL
 CS2977
 CS2977  NAD 83(1986)-  32 43 55.34845(N)    097 25 39.61837(W) AD(       ) 4
 CS2977  NAD 27      -  32 43 54.87900(N)    097 25 38.54500(W) AD(       ) 3
 CS2977
 CS2977.Superseded values are not recommended for survey control.
 CS2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2977.See file dsdata.txt to determine how the superseded data were derived.
 CS2977
 CS2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4733022675(NAD 83)
 CS2977_MARKER: 51 = TANK
 CS2977
 CS2977  HISTORY     - Date     Condition        Report By
 CS2977  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS2977  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2977  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2977
 CS2977                          STATION DESCRIPTION
 CS2977
 CS2977'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS2977'LOCATED AT 3750 WEST FIFTH STREET AND 500 HASKELL STREET.
 CS2977'
 CS2977'TO REACH FROM THE TRAFFIC CIRCLE W OF FORT WORTH AT JUNCTION
 CS2977'183 AND 80, GO E ON HIGHWAY 80 TO JUNCTION OF 80 AND 377 FOR
 CS2977'0.6 MILE TO AN ESSO AND MOBILE GAS STATION, TURN SHARP LEFT AND
 CS2977'GO 0.15 MILE ON BAILEY STREET TO A SMALL BRICK HOUSE, NUMBER
 CS2977'3205, TURN LEFT ON WEST FIFTH STREET AND GO 0.5 MILE TO
 CS2977'INTERSECTION OF 3750 WEST FIFTH STREET AND 500 HASKELL STREET
 CS2977'TO A SILVER WATER TANK ABOUT 75 FEET HIGH.
 CS2977
 CS2977                          STATION RECOVERY (1996)
 CS2977
 CS2977'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2977'MARK NOT FOUND.
 CS2977
 CS2977                          STATION RECOVERY (2001)
 CS2977
 CS2977'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2980 ***********************************************************************
 CS2980  DESIGNATION -  FORT WORTH ARLINGTN HTS MUN TK
 CS2980  PID         -  CS2980
 CS2980  STATE/COUNTY-  TX/TARRANT
 CS2980  USGS QUAD   -  BENBROOK (1981)
 CS2980
 CS2980                         *CURRENT SURVEY CONTROL
 CS2980  ___________________________________________________________________
 CS2980* NAD 83(1993)-  32 44 08.25258(N)    097 24 01.25629(W)     ADJUSTED  
 CS2980* NAVD 88     -                                                        
 CS2980  ___________________________________________________________________
 CS2980  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 CS2980  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CS2980
 CS2980  HORZ ORDER  -  THIRD
 CS2980
 CS2980.The horizontal coordinates were established by classical geodetic methods
 CS2980.and adjusted by the National Geodetic Survey in February 1996..
 CS2980
 CS2980
 CS2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2980
 CS2980.The geoid height was determined by GEOID03.
 CS2980
 CS2980;                    North         East     Units Scale Factor Converg.
 CS2980;SPC TXNC     - 2,119,076.177   703,057.860   MT  0.99988774   +0 35 59.1
 CS2980;SPC TXNC     - 6,952,335.76  2,306,615.66   sFT  0.99988774   +0 35 59.1
 CS2980;UTM  14      - 3,623,110.642   649,884.950   MT  0.99987702   +0 51 54.7
 CS2980
 CS2980                          SUPERSEDED SURVEY CONTROL
 CS2980
 CS2980  NAD 83(1986)-  32 44 08.25599(N)    097 24 01.23918(W) AD(       ) 4
 CS2980  NAD 27      -  32 44 07.78415(N)    097 24 00.17133(W) AD(       ) 3
 CS2980
 CS2980.Superseded values are not recommended for survey control.
 CS2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2980.See file dsdata.txt to determine how the superseded data were derived.
 CS2980
 CS2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4988523111(NAD 83)
 CS2980_MARKER: 53 = ELEVATED TANK
 CS2980
 CS2980  HISTORY     - Date     Condition        Report By
 CS2980  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2980  HISTORY     - 1946     GOOD             CGS
 CS2980  HISTORY     - 1965     GOOD             CGS
 CS2980  HISTORY     - 1967     GOOD             CGS
 CS2980  HISTORY     - 19910501 MARK NOT FOUND   USPSQD
 CS2980
 CS2980                          STATION DESCRIPTION
 CS2980
 CS2980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2980'STATION IS THE MUNICIPAL TANK LOCATED AT PREVOST STREET AND
 CS2980'PERSHING AVENUE, AND KNOWN AS THE ARLINGTON HEIGHTS MUNICIPAL
 CS2980'WATER TANK.  IT IS ABOUT 75 FEET S OF THE CENTER LINE OF
 CS2980'PERSHING AVENUE, ABOUT 65 FEET E OF THE CENTER LINE OF PREVOST
 CS2980'STREET, AND ABOUT 90 FEET N OF THE CENTER LINE OF CAMP BOWIE
 CS2980'BOULEVARD.  THE TANK WAS ERECTED IN 1927 AND IS QUITE PROMINENT.
 CS2980'
 CS2980'THE TANK HAS 8 TRUSSWORK LEGS ABOUT 80 FEET HIGH.  THE OVAL
 CS2980'SECTION EXTENDS DOWNWARD ABOUT 20 FEET, AND HAS A WALK ABOUT
 CS2980'THE LOWER PART OF IT.  THE VERTICAL SECTION IS ABOUT 40 FEET
 CS2980'HIGH AND HAS A CATWALK AND RAIL AROUND ITS BASE.  THE STEEP
 CS2980'CONICAL ROOF IS ABOUT 6 FEET HIGH AND HAS A BALL AT ITS APEX.
 CS2980'THE TOTAL HEIGHT IS ABOUT 130 FEET.  THE ENTIRE TANK IS
 CS2980'BLACK IN COLOR.
 CS2980
 CS2980                          STATION RECOVERY (1946)
 CS2980
 CS2980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS2980'TO REACH FROM THE TRAFFIC CIRCLE W OF FORT WORTH AT JUNCTION
 CS2980'OF HIGHWAYS 183 AND 80, GO E ON 80 FOR 2.7 MILES.  A BLACK TOWER
 CS2980'ABOUT 100 FEET HIGH, 100 FEET TO THE NW SIDE OF HIGHWAY.
 CS2980
 CS2980                          STATION RECOVERY (1965)
 CS2980
 CS2980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CS2980'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 CS2980'THE DESCRIPTION SHOULD BE BE ALTERED AS FOLLOWS--TANK IS ABOUT
 CS2980'150 FEET N OF THE CENTER LINE OF CAMP BOWIE BLVD.  ENTIRE TANK
 CS2980'IS SILVER IN COLOR WITH BLACK LETTERING ON THE E AND W SIDES
 CS2980'READING FORT WORTH WATER WORKS.
 CS2980
 CS2980                          STATION RECOVERY (1967)
 CS2980
 CS2980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS2980'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE
 CS2980'TANK IS NOW PAINTED SILVER AND HAS BLACK LETTERS FORT WORTH
 CS2980'WATER WORKS ON THE EAST AND WEST SIDE.
 CS2980'
 CS2980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT WORTH,
 CS2980'IN ARLINGTON HEIGHTS.
 CS2980
 CS2980                          STATION RECOVERY (1991)
 CS2980
 CS2980'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS2980'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3002 ***********************************************************************
 CS3002  DESIGNATION -  FORT WORTH ARMOUR AND CO TANK
 CS3002  PID         -  CS3002
 CS3002  STATE/COUNTY-  TX/TARRANT
 CS3002  USGS QUAD   -  HALTOM CITY (1981)
 CS3002
 CS3002                         *CURRENT SURVEY CONTROL
 CS3002  ___________________________________________________________________
 CS3002* NAD 83(1993)-  32 47 30.48905(N)    097 20 34.08488(W)     ADJUSTED  
 CS3002* NAVD 88     -                                                        
 CS3002  ___________________________________________________________________
 CS3002  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 CS3002  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS3002
 CS3002  HORZ ORDER  -  THIRD
 CS3002
 CS3002.The horizontal coordinates were established by classical geodetic methods
 CS3002.and adjusted by the National Geodetic Survey in February 1996..
 CS3002
 CS3002
 CS3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3002
 CS3002.The geoid height was determined by GEOID03.
 CS3002
 CS3002;                    North         East     Units Scale Factor Converg.
 CS3002;SPC TXNC     - 2,125,363.037   708,382.318   MT  0.99988284   +0 37 52.1
 CS3002;SPC TXNC     - 6,972,961.90  2,324,084.32   sFT  0.99988284   +0 37 52.1
 CS3002;UTM  14      - 3,629,422.164   655,180.173   MT  0.99989693   +0 53 51.7
 CS3002
 CS3002                          SUPERSEDED SURVEY CONTROL
 CS3002
 CS3002  NAD 83(1993)-  32 47 30.49241(N)    097 20 34.06805(W) AD(       ) 4
 CS3002  NAD 83(1986)-  32 47 30.49291(N)    097 20 34.06810(W) AD(       ) 4
 CS3002  NAD 27      -  32 47 30.02500(N)    097 20 33.00700(W) AD(       ) 3
 CS3002
 CS3002.Superseded values are not recommended for survey control.
 CS3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3002.See file dsdata.txt to determine how the superseded data were derived.
 CS3002
 CS3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5518029422(NAD 83)
 CS3002_MARKER: 53 = ELEVATED TANK
 CS3002
 CS3002  HISTORY     - Date     Condition        Report By
 CS3002  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS3002  HISTORY     - 1965     GOOD             CGS
 CS3002  HISTORY     - 1976     GOOD             NGS
 CS3002  HISTORY     - 19910503 MARK NOT FOUND   USPSQD
 CS3002
 CS3002                          STATION DESCRIPTION
 CS3002
 CS3002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS3002'THIS INTERSECTION STATION IS THE BLACK TANK AT THE ARMOUR
 CS3002'AND COMPANY PLANT IN FORT WORTH, TEXAS.  IT IS LOCATED IN THE
 CS3002'FORT WORTH UNION STOCK YARDS DISTRICT ABOUT 0.35 MILE W OF
 CS3002'DECATUR AVENUE, ABOUT 0.4 MILE N OF 23RD STREET, ABOUT 85 FEET
 CS3002'SW OF THE W RAIL OF THE S.T., S.F. AND T. RR.  IT IS ON THE N
 CS3002'END, AND E OF THE ARMOUR BUILDINGS.  THE TANK WAS ERECTED IN
 CS3002'1910 AND IS QUITE PROMINENT.  THE TANK HAS FOUR TRUSSWORK LEGS
 CS3002'ABOUT 135 FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD ABOUT
 CS3002'10 FEET.  THE VERTICAL SECTION IS ABOUT 30 FEET HIGH, HAS A
 CS3002'CATWALK AND RAIL AROUND ITS BASE, AND THE WORD ARMOUR
 CS3002'PAINTED IN WHITE LETTERS VERTICALLY, ON THE N AND S SIDES.
 CS3002'THE STEEP CONICAL ROOF IS ABOUT 10 FEET HIGH.  THE TOTAL
 CS3002'HEIGHT IS ABOUT 180 FEET.  THE ROOF HAS A BALL AT ITS
 CS3002'APEX.
 CS3002
 CS3002                          STATION RECOVERY (1965)
 CS3002
 CS3002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CS3002'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 CS3002'THE DESCRIPTION SHOULD BE ALTERED AS FOLLOWS--LETTERING IS NO
 CS3002'LONGER ON TANK.  TANK IS SILVER IN COLOR.
 CS3002
 CS3002                          STATION RECOVERY (1976)
 CS3002
 CS3002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 CS3002'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  DUE TO
 CS3002'EXTENSIVE WRECKING IN THE STOCKYARD AREA, THE STATION MAY BE
 CS3002'DESTROYED IN THE NEAR FUTURE.
 CS3002'
 CS3002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHERN SECTION
 CS3002'OF FT. WORTH.
 CS3002
 CS3002                          STATION RECOVERY (1991)
 CS3002
 CS3002'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS3002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2954 ***********************************************************************
 CS2954  DESIGNATION -  FORT WORTH BAPTIST SEMINARY TK
 CS2954  PID         -  CS2954
 CS2954  STATE/COUNTY-  TX/TARRANT
 CS2954  USGS QUAD   -  FORT WORTH (1981)
 CS2954
 CS2954                         *CURRENT SURVEY CONTROL
 CS2954  ___________________________________________________________________
 CS2954* NAD 83(1993)-  32 40 55.80531(N)    097 20 57.04476(W)     ADJUSTED  
 CS2954* NAVD 88     -                                                        
 CS2954  ___________________________________________________________________
 CS2954  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 CS2954  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS2954
 CS2954  HORZ ORDER  -  THIRD
 CS2954
 CS2954.The horizontal coordinates were established by classical geodetic methods
 CS2954.and adjusted by the National Geodetic Survey in February 1996..
 CS2954
 CS2954
 CS2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2954
 CS2954.The geoid height was determined by GEOID03.
 CS2954
 CS2954;                    North         East     Units Scale Factor Converg.
 CS2954;SPC TXNC     - 2,113,200.141   707,918.180   MT  0.99989328   +0 37 39.5
 CS2954;SPC TXNC     - 6,933,057.46  2,322,561.56   sFT  0.99989328   +0 37 39.5
 CS2954;UTM  14      - 3,617,257.148   654,772.345   MT  0.99989538   +0 53 29.7
 CS2954
 CS2954                          SUPERSEDED SURVEY CONTROL
 CS2954
 CS2954  NAD 83(1986)-  32 40 55.80904(N)    097 20 57.02720(W) AD(       ) 4
 CS2954  NAD 27      -  32 40 55.33600(N)    097 20 55.96500(W) AD(       ) 3
 CS2954
 CS2954.Superseded values are not recommended for survey control.
 CS2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2954.See file dsdata.txt to determine how the superseded data were derived.
 CS2954
 CS2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5477217257(NAD 83)
 CS2954_MARKER: 53 = ELEVATED TANK
 CS2954
 CS2954  HISTORY     - Date     Condition        Report By
 CS2954  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2954  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2954  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2954
 CS2954                          STATION DESCRIPTION
 CS2954
 CS2954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2954'THIS INTERSECTION STATION IS THE BLACK TANK AT THE BAPTIST
 CS2954'THEOLOGICAL SEMINARY, IN FORT WORTH, TEXAS.  IT IS ABOUT 55
 CS2954'FEET S OF THE S END OF THE MOST WESTERLY BUILDING ABOUT 110 FEET
 CS2954'E OF THE CENTER LINE OF FRAZIER STREET AND ABOUT 95 FEET S OF
 CS2954'GRAMBEL STREET.  THE TANK WAS ERECTED IN 1913 AND IS FAIRLY
 CS2954'PROMINENT.
 CS2954'
 CS2954'THE TANK HAS FOUR I-BEAM LEGS ABOUT 90 FEET HIGH.  THE OVAL
 CS2954'SECTION EXTENDS DOWNWARD ABOUT 10 FEET AND HAS A STAGING
 CS2954'AROUND THE BOTTOM.  THE VERTICAL SECTION IS ABOUT 30 FEET
 CS2954'HIGH AND HAS A CATWALK AND RAIL AROUND ITS BASE.  THE CONICAL
 CS2954'ROOF HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT
 CS2954'125 FEET.
 CS2954
 CS2954                          STATION RECOVERY (1996)
 CS2954
 CS2954'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2954'MARK NOT FOUND.
 CS2954
 CS2954                          STATION RECOVERY (2001)
 CS2954
 CS2954'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2964 ***********************************************************************
 CS2964  DESIGNATION -  FORT WORTH BERRY ST MUN TANK
 CS2964  PID         -  CS2964
 CS2964  STATE/COUNTY-  TX/TARRANT
 CS2964  USGS QUAD   -  FORT WORTH (1981)
 CS2964
 CS2964                         *CURRENT SURVEY CONTROL
 CS2964  ___________________________________________________________________
 CS2964* NAD 83(1993)-  32 42 20.77666(N)    097 20 22.03372(W)     ADJUSTED  
 CS2964* NAVD 88     -                                                        
 CS2964  ___________________________________________________________________
 CS2964  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CS2964  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS2964
 CS2964  HORZ ORDER  -  THIRD
 CS2964
 CS2964.The horizontal coordinates were established by classical geodetic methods
 CS2964.and adjusted by the National Geodetic Survey in February 1996..
 CS2964
 CS2964
 CS2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2964
 CS2964.The geoid height was determined by GEOID03.
 CS2964
 CS2964;                    North         East     Units Scale Factor Converg.
 CS2964;SPC TXNC     - 2,115,827.298   708,801.219   MT  0.99989073   +0 37 58.6
 CS2964;SPC TXNC     - 6,941,676.73  2,325,458.67   sFT  0.99989073   +0 37 58.6
 CS2964;UTM  14      - 3,619,888.362   655,643.264   MT  0.99989871   +0 53 50.7
 CS2964
 CS2964                          SUPERSEDED SURVEY CONTROL
 CS2964
 CS2964  NAD 83(1986)-  32 42 20.78046(N)    097 20 22.01630(W) AD(       ) 4
 CS2964  NAD 27      -  32 42 20.30800(N)    097 20 20.96300(W) AD(       ) 3
 CS2964
 CS2964.Superseded values are not recommended for survey control.
 CS2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2964.See file dsdata.txt to determine how the superseded data were derived.
 CS2964
 CS2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5564319888(NAD 83)
 CS2964_MARKER: 53 = ELEVATED TANK
 CS2964
 CS2964  HISTORY     - Date     Condition        Report By
 CS2964  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2964  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2964  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS2964
 CS2964                          STATION DESCRIPTION
 CS2964
 CS2964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2964'THIS INTERSECTION STATION IS THE BLACK TANK KNOWN AS THE BERRY
 CS2964'STREET MUNICIPAL, IN FORT WORTH, TEXAS.  IT IS ABOUT 320 FEET E
 CS2964'OF THE CENTER LINE OF SIXTH AVENUE, AND ABOUT 70 FEET S OF
 CS2964'THE CENTER LINE OF BERRY STREET.  THE TANK WAS ERECTED IN 1923
 CS2964'AND IS VERY PROMINENT.
 CS2964'
 CS2964'THE TANK IS A HUGH BLACK STRUCTURE WITH 12 I-BEAM LEGS 120
 CS2964'FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD ABOUT 30 FEET.
 CS2964'THE VERTICAL SECTION IS ABOUT 40 FEET HIGH.  THE CONICAL
 CS2964'ROOF IS ABOUT 10 FEET HIGH AND HAS A BALL AT ITS APEX.  THE
 CS2964'TOTAL HEIGHT IS ABOUT 170 FEET.
 CS2964
 CS2964                          STATION RECOVERY (1997)
 CS2964
 CS2964'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2964'MARK NOT FOUND.
 CS2964
 CS2964                          STATION RECOVERY (2001)
 CS2964
 CS2964'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2964'TANK GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2956 ***********************************************************************
 CS2956  DESIGNATION -  FORT WORTH BRDWY BAPT SCH ELEV
 CS2956  PID         -  CS2956
 CS2956  STATE/COUNTY-  TX/TARRANT
 CS2956  USGS QUAD   -  FORT WORTH (1981)
 CS2956
 CS2956                         *CURRENT SURVEY CONTROL
 CS2956  ___________________________________________________________________
 CS2956* NAD 83(1993)-  32 44 26.38210(N)    097 19 42.30376(W)     ADJUSTED  
 CS2956* NAVD 88     -                                                        
 CS2956  ___________________________________________________________________
 CS2956  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 CS2956  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS2956
 CS2956  HORZ ORDER  -  THIRD
 CS2956
 CS2956.The horizontal coordinates were established by classical geodetic methods
 CS2956.and adjusted by the National Geodetic Survey in February 1996..
 CS2956
 CS2956
 CS2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2956
 CS2956.The geoid height was determined by GEOID03.
 CS2956
 CS2956;                    North         East     Units Scale Factor Converg.
 CS2956;SPC TXNC     - 2,119,707.441   709,792.665   MT  0.99988726   +0 38 20.3
 CS2956;SPC TXNC     - 6,954,406.83  2,328,711.44   sFT  0.99988726   +0 38 20.3
 CS2956;UTM  14      - 3,623,773.092   656,616.774   MT  0.99990246   +0 54 15.3
 CS2956
 CS2956                          SUPERSEDED SURVEY CONTROL
 CS2956
 CS2956  NAD 83(1986)-  32 44 26.38598(N)    097 19 42.28659(W) AD(       ) 4
 CS2956  NAD 27      -  32 44 25.91600(N)    097 19 41.23100(W) AD(       ) 3
 CS2956
 CS2956.Superseded values are not recommended for survey control.
 CS2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2956.See file dsdata.txt to determine how the superseded data were derived.
 CS2956
 CS2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5661723773(NAD 83)
 CS2956
 CS2956  HISTORY     - Date     Condition        Report By
 CS2956  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2956  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2956  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2956
 CS2956                          STATION DESCRIPTION
 CS2956
 CS2956'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2956'THIS INTERSECTION STATION IS THE ELEVATOR SHAFT ON THE BROADWAY
 CS2956'BAPTIST SUNDAY SCHOOL BUILDING, IN FORT WORTH, TEXAS.  THE
 CS2956'SHAFT IS ON THE E SIDE OF THE BUILDING, ABOUT 210 FEET S OF
 CS2956'THE CENTER LINE OF BROADWAY AND ABOUT 95 FEET W OF THE CENTER LINE
 CS2956'OF ST. LOUIS AVENUE.  THE SHAFT WAS ERECTED IN 1923 BUT IS NOT
 CS2956'USED FOR ITS ORIGINAL PURPOSE.  THE SHAFT IS FAIRLY PROMINENT.
 CS2956'
 CS2956'THE BUILDING ON WHICH THE SHAFT SETS IS MADE OF RED-BRICK AND
 CS2956'IS ABOUT 110 FEET HIGH.  THE SHAFT IS A SQUARE METAL-COVERED
 CS2956'STRUCTURE, WHITE IN COLOR AND ABOUT 25 FEET HIGH.  THE FLAT
 CS2956'BLACK ROOF HAS A SORT OF KNOB AT THE TOP.  THE TOP IS ABOUT 135
 CS2956'FEET ABOVE THE GROUND.
 CS2956
 CS2956                          STATION RECOVERY (1997)
 CS2956
 CS2956'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2956'MARK NOT FOUND.
 CS2956
 CS2956                          STATION RECOVERY (2001)
 CS2956
 CS2956'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2946 ***********************************************************************
 CS2946  DESIGNATION -  FORT WORTH C HARRIS ESTATE TWR
 CS2946  PID         -  CS2946
 CS2946  STATE/COUNTY-  TX/TARRANT
 CS2946  USGS QUAD   -  FORT WORTH (1981)
 CS2946
 CS2946                         *CURRENT SURVEY CONTROL
 CS2946  ___________________________________________________________________
 CS2946* NAD 83(1993)-  32 44 45.52168(N)    097 20 34.11427(W)     ADJUSTED  
 CS2946* NAVD 88     -                                                        
 CS2946  ___________________________________________________________________
 CS2946  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CS2946  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2946
 CS2946  HORZ ORDER  -  THIRD
 CS2946
 CS2946.The horizontal coordinates were established by classical geodetic methods
 CS2946.and adjusted by the National Geodetic Survey in February 1996..
 CS2946
 CS2946
 CS2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2946
 CS2946.The geoid height was determined by GEOID03.
 CS2946
 CS2946;                    North         East     Units Scale Factor Converg.
 CS2946;SPC TXNC     - 2,120,281.995   708,437.524   MT  0.99988677   +0 37 52.1
 CS2946;SPC TXNC     - 6,956,291.85  2,324,265.44   sFT  0.99988677   +0 37 52.1
 CS2946;UTM  14      - 3,624,341.371   655,258.970   MT  0.99989724   +0 53 47.7
 CS2946
 CS2946                          SUPERSEDED SURVEY CONTROL
 CS2946
 CS2946  NAD 83(1986)-  32 44 45.52546(N)    097 20 34.09715(W) AD(       ) 4
 CS2946  NAD 27      -  32 44 45.05300(N)    097 20 33.04800(W) AD(       ) 3
 CS2946
 CS2946.Superseded values are not recommended for survey control.
 CS2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2946.See file dsdata.txt to determine how the superseded data were derived.
 CS2946
 CS2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5525924341(NAD 83)
 CS2946_MARKER: 51 = TANK
 CS2946
 CS2946  HISTORY     - Date     Condition        Report By
 CS2946  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2946  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2946  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS2946
 CS2946                          STATION DESCRIPTION
 CS2946
 CS2946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2946'THIS INTERSECTION STATION IS THE WATER TOWER AT THE SW CORNER
 CS2946'OF THE MRS. C.M. HARRIS ESTATE, IN FORT WORTH, TEXAS.  IT
 CS2946'IS ABOUT 390 FEET S OF NORTH STREET AND ABOUT 320 FEET W OF
 CS2946'SUMMIT STREET.  THE TOWER WAS ERECTED IN 1921 AND IS NOT
 CS2946'ESPECIALLY PROMINENT BECAUSE OF TALL TREES.
 CS2946'
 CS2946'THE WATER TOWER IS A WHITE CONCRETE STRUCTURE.  THE BASE IS
 CS2946'A STRAIGHT SECTION ABOUT 20 FEET HIGH.  FROM THE TOP OF THIS
 CS2946'SECTION THE TOWER TAPERS UP ABOUT 40 FEET.  THERE ARE THREE
 CS2946'GLAZED WINDOWS IN EACH SIDE ABOUT HALF-WAY UP THIS SECTION.
 CS2946'IT HAS A BALCONY WITH A RAIL AROUND THE TOP.  ON TOP OF THIS
 CS2946'SECTION THERE IS A ROUND SILVER TANK ABOUT 15 FEET HIGH.
 CS2946'THIS TANK HAS A FLAT CONICAL ROOF WITH A BALL AT ITS APEX.
 CS2946'THE TOTAL HEIGHT IS ABOUT 75 FEET.
 CS2946
 CS2946                          STATION RECOVERY (1996)
 CS2946
 CS2946'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2946'MARK NOT FOUND.
 CS2946
 CS2946                          STATION RECOVERY (2001)
 CS2946
 CS2946'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0778 ***********************************************************************
 CC0778  DESIGNATION -  FORT WORTH EL PASO AWY BCN 19
 CC0778  PID         -  CC0778
 CC0778  STATE/COUNTY-  TX/WINKLER
 CC0778  USGS QUAD   -  AMBURGEY RANCH (1971)
 CC0778
 CC0778                         *CURRENT SURVEY CONTROL
 CC0778  ___________________________________________________________________
 CC0778* NAD 83(1993)-  31 49 05.50322(N)    102 52 11.46678(W)     ADJUSTED  
 CC0778* NAVD 88     -                                                        
 CC0778  ___________________________________________________________________
 CC0778  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CC0778  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CC0778
 CC0778  HORZ ORDER  -  THIRD
 CC0778
 CC0778.The horizontal coordinates were established by classical geodetic methods
 CC0778.and adjusted by the National Geodetic Survey in February 1996..
 CC0778
 CC0778
 CC0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0778
 CC0778.The geoid height was determined by GEOID03.
 CC0778
 CC0778;                    North         East     Units Scale Factor Converg.
 CC0778;SPC TX C     - 3,241,255.429   459,869.513   MT  0.99998315   -1 18 23.2
 CC0778;SPC TX C     -10,634,018.85  1,508,755.23   sFT  0.99998315   -1 18 23.2
 CC0778;UTM  13      - 3,522,260.877   701,620.660   MT  1.00010137   +1 07 24.4
 CC0778
 CC0778                          SUPERSEDED SURVEY CONTROL
 CC0778
 CC0778  NAD 83(1993)-  31 49 05.50746(N)    102 52 11.46027(W) AD(       ) 4
 CC0778  NAD 83(1986)-  31 49 05.50732(N)    102 52 11.46100(W) AD(       ) 4
 CC0778  NAD 27      -  31 49 05.01300(N)    102 52 09.94900(W) AD(       ) 3
 CC0778
 CC0778.Superseded values are not recommended for survey control.
 CC0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0778.See file dsdata.txt to determine how the superseded data were derived.
 CC0778
 CC0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR0162122261(NAD 83)
 CC0778_MARKER: 22 = AIRWAY BEACON
 CC0778
 CC0778  HISTORY     - Date     Condition        Report By
 CC0778  HISTORY     - 1935     FIRST OBSERVED   CGS
 CC0778  HISTORY     - 1947     MARK NOT FOUND   PHILIP
 CC0778
 CC0778                          STATION DESCRIPTION
 CC0778
 CC0778'DESCRIBED BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CC0778'THE ONLY AIRWAY BEACON IN THIS IMMEDIATE VICINITY IS PLAINLY
 CC0778'MARKED IN LETTERS 4 FEET TALL AND IS NO. 20.  THIS BEACON
 CC0778'WAS LOCATED ON THE GROUND, IN THE APPROXIMATE POSITION AS
 CC0778'GIVEN FOR NO. 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0793 ***********************************************************************
 CC0793  DESIGNATION -  FORT WORTH EL PASO AWY BCN 17
 CC0793  PID         -  CC0793
 CC0793  STATE/COUNTY-  TX/LOVING
 CC0793  USGS QUAD   -  CHEYENNE DRAW SE (1981)
 CC0793
 CC0793                         *CURRENT SURVEY CONTROL
 CC0793  ___________________________________________________________________
 CC0793* NAD 83(1993)-  31 46 39.59906(N)    103 21 31.87872(W)     ADJUSTED  
 CC0793* NAVD 88     -                                                        
 CC0793  ___________________________________________________________________
 CC0793  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 CC0793  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CC0793
 CC0793  HORZ ORDER  -  THIRD
 CC0793
 CC0793.The horizontal coordinates were established by classical geodetic methods
 CC0793.and adjusted by the National Geodetic Survey in February 1996..
 CC0793
 CC0793
 CC0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0793
 CC0793.The geoid height was determined by GEOID03.
 CC0793
 CC0793;                    North         East     Units Scale Factor Converg.
 CC0793;SPC TX C     - 3,237,920.523   413,464.185   MT  0.99997332   -1 33 30.0
 CC0793;SPC TX C     -10,623,077.58  1,356,507.08   sFT  0.99997332   -1 33 30.0
 CC0793;UTM  13      - 3,516,964.352   655,397.328   MT  0.99989783   +0 51 52.0
 CC0793
 CC0793                          SUPERSEDED SURVEY CONTROL
 CC0793
 CC0793  NAD 83(1993)-  31 46 39.60100(N)    103 21 31.87454(W) AD(       ) 4
 CC0793  NAD 83(1986)-  31 46 39.60113(N)    103 21 31.87605(W) AD(       ) 4
 CC0793  NAD 27      -  31 46 39.14300(N)    103 21 30.23200(W) AD(       ) 3
 CC0793
 CC0793.Superseded values are not recommended for survey control.
 CC0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0793.See file dsdata.txt to determine how the superseded data were derived.
 CC0793
 CC0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR5539716964(NAD 83)
 CC0793_MARKER: 22 = AIRWAY BEACON
 CC0793
 CC0793  HISTORY     - Date     Condition        Report By
 CC0793  HISTORY     - 1935     FIRST OBSERVED   CGS
 CC0793  HISTORY     - 1945     GOOD             CGS
 CC0793
 CC0793                          STATION DESCRIPTION
 CC0793
 CC0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0793'STATION RECOVERED.  DESCRIPTION FOLLOWS--
 CC0793'
 CC0793'STATION IS LOCATED 9 MILES W OF THE ENTRANCE OF WINK
 CC0793'INTERMEDIATE FIELD, ON THE S SIDE OF THE ROAD WHICH FOLLOWS
 CC0793'ON THE S SIDE OF A TELEPHONE POLE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2991 ***********************************************************************
 CS2991  DESIGNATION -  FORT WORTH ELLISON FURN CO TK
 CS2991  PID         -  CS2991
 CS2991  STATE/COUNTY-  TX/TARRANT
 CS2991  USGS QUAD   -  HALTOM CITY (1981)
 CS2991
 CS2991                         *CURRENT SURVEY CONTROL
 CS2991  ___________________________________________________________________
 CS2991* NAD 83(1993)-  32 45 22.05461(N)    097 19 36.14727(W)     ADJUSTED  
 CS2991* NAVD 88     -                                                        
 CS2991  ___________________________________________________________________
 CS2991  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 CS2991  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS2991
 CS2991  HORZ ORDER  -  THIRD
 CS2991
 CS2991.The horizontal coordinates were established by classical geodetic methods
 CS2991.and adjusted by the National Geodetic Survey in February 1996..
 CS2991
 CS2991
 CS2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2991
 CS2991.The geoid height was determined by GEOID03.
 CS2991
 CS2991;                    North         East     Units Scale Factor Converg.
 CS2991;SPC TXNC     - 2,121,423.950   709,933.769   MT  0.99988584   +0 38 23.7
 CS2991;SPC TXNC     - 6,960,038.41  2,329,174.37   sFT  0.99988584   +0 38 23.7
 CS2991;UTM  14      - 3,625,490.265   656,749.926   MT  0.99990297   +0 54 20.0
 CS2991
 CS2991                          SUPERSEDED SURVEY CONTROL
 CS2991
 CS2991  NAD 83(1993)-  32 45 22.05867(N)    097 19 36.13000(W) AD(       ) 4
 CS2991  NAD 83(1986)-  32 45 22.05850(N)    097 19 36.13021(W) AD(       ) 4
 CS2991  NAD 27      -  32 45 21.59100(N)    097 19 35.06700(W) AD(       ) 3
 CS2991
 CS2991.Superseded values are not recommended for survey control.
 CS2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2991.See file dsdata.txt to determine how the superseded data were derived.
 CS2991
 CS2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5675025490(NAD 83)
 CS2991_MARKER: 53 = ELEVATED TANK
 CS2991
 CS2991  HISTORY     - Date     Condition        Report By
 CS2991  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2991  HISTORY     - 20020824 MARK NOT FOUND   GEOCAC
 CS2991
 CS2991                          STATION DESCRIPTION
 CS2991
 CS2991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2991'THIS INTERSECTION STATION IS THE TANK AT THE ELLISON FURNITURE
 CS2991'AND CARPET COMPANY, IN FORT WORTH, TEXAS.  IT IS ABOUT 130
 CS2991'FEET NW OF THE CENTER LINE OF E FIFTH STREET, ABOUT 90 FEET
 CS2991'NE OF THE CENTER LINE OF PECAN STREET, BETWEEN WAREHOUSE
 CS2991'NUMBERS 2 AND 3, OF THE ELLISON COMPANY.  THE TANK WAS ERECTED
 CS2991'IN 1921 AND IS FAIRLY PROMINENT.
 CS2991'
 CS2991'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 80 FEET HIGH.
 CS2991'THE BLACK OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE
 CS2991'VERTICAL SECTION IS SILVER IN COLOR, ABOUT 20 FEET HIGH AND
 CS2991'HAS A CATWALK AND RAIL AROUND ITS BASE.  THE SILVER CONICAL
 CS2991'ROOF HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 125
 CS2991'FEET.
 CS2991
 CS2991                          STATION RECOVERY (2002)
 CS2991
 CS2991'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2991'AREA IS NOW A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2993 ***********************************************************************
 CS2993  DESIGNATION -  FORT WORTH FIRST METH CH E TWR
 CS2993  PID         -  CS2993
 CS2993  STATE/COUNTY-  TX/TARRANT
 CS2993  USGS QUAD   -  HALTOM CITY (1981)
 CS2993
 CS2993                         *CURRENT SURVEY CONTROL
 CS2993  ___________________________________________________________________
 CS2993* NAD 83(1993)-  32 45 07.20252(N)    097 20 11.30113(W)     ADJUSTED  
 CS2993* NAVD 88     -                                                        
 CS2993  ___________________________________________________________________
 CS2993  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 CS2993  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS2993
 CS2993  HORZ ORDER  -  THIRD
 CS2993
 CS2993.The horizontal coordinates were established by classical geodetic methods
 CS2993.and adjusted by the National Geodetic Survey in February 1996..
 CS2993
 CS2993
 CS2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2993
 CS2993.The geoid height was determined by GEOID03.
 CS2993
 CS2993;                    North         East     Units Scale Factor Converg.
 CS2993;SPC TXNC     - 2,120,956.327   709,023.927   MT  0.99988621   +0 38 04.5
 CS2993;SPC TXNC     - 6,958,504.22  2,326,189.33   sFT  0.99988621   +0 38 04.5
 CS2993;UTM  14      - 3,625,018.422   655,842.249   MT  0.99989948   +0 54 00.6
 CS2993
 CS2993                          SUPERSEDED SURVEY CONTROL
 CS2993
 CS2993  NAD 83(1993)-  32 45 07.20611(N)    097 20 11.28371(W) AD(       ) 4
 CS2993  NAD 83(1986)-  32 45 07.20635(N)    097 20 11.28409(W) AD(       ) 4
 CS2993  NAD 27      -  32 45 06.72000(N)    097 20 10.23300(W) AD(       ) 3
 CS2993
 CS2993.Superseded values are not recommended for survey control.
 CS2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2993.See file dsdata.txt to determine how the superseded data were derived.
 CS2993
 CS2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5584225018(NAD 83)
 CS2993_MARKER: 55 = TOWER
 CS2993
 CS2993  HISTORY     - Date     Condition        Report By
 CS2993  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2993  HISTORY     - 20020612 GOOD             INDIV
 CS2993
 CS2993                          STATION DESCRIPTION
 CS2993
 CS2993'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2993'THIS INTERSECTION STATION IS THE HIGHLY ORNAMENTAL CHIME
 CS2993'TOWER ON THE E SIDE OF THE FIRST METHODIST CHURCH, IN FORT
 CS2993'WORTH, TEXAS.  THE TOWER IS LOCATED AT THE SE CORNER OF THE
 CS2993'BUILDING, ABOUT 190 FEET E OF THE CENTER LINE OF FLORENCE
 CS2993'STREET AND ABOUT 90 FEET N OF THE CENTER LINE OF W 5TH STREET.
 CS2993'THE CHURCH WAS ERECTED IN 1930, AND THE TOWER, WHICH IS THE
 CS2993'HIGHER OF TWO SIMILAR TOWERS, IS QUITE PROMINENT.
 CS2993'
 CS2993'THE TOWER IS A WHITE STONE STRUCTURE ABOUT 130 FEET HIGH.
 CS2993'IT IS ABOUT 18 FEET SQUARE.  IT HAS TWO LARGE ARCHED OPENINGS
 CS2993'AT THE TOP ON EACH SIDE.  THE OPENINGS HAVE A FILIGREE ORNAMENT
 CS2993'AT THE TOP OF EACH.  THERE IS AN ORNAMENTAL FACADE AROUND
 CS2993'THE TOP, WITH TALL POINTED TURRETS AT EACH CORNER AND SHORTER
 CS2993'TURRETS BETWEEN ON EACH SIDE.  THE TOTAL HEIGHT IS ABOUT 130
 CS2993'FEET.
 CS2993
 CS2993                          STATION RECOVERY (2002)
 CS2993
 CS2993'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS2993'GPS N32 45.112 W097 20.189 WGS84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2936 ***********************************************************************
 CS2936  DESIGNATION -  FORT WORTH FOR PARK APTS CHIM
 CS2936  PID         -  CS2936
 CS2936  STATE/COUNTY-  TX/TARRANT
 CS2936  USGS QUAD   -  FORT WORTH (1981)
 CS2936
 CS2936                         *CURRENT SURVEY CONTROL
 CS2936  ___________________________________________________________________
 CS2936* NAD 83(1993)-  32 43 33.86761(N)    097 21 09.04717(W)     ADJUSTED  
 CS2936* NAVD 88     -                                                        
 CS2936  ___________________________________________________________________
 CS2936  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 CS2936  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2936
 CS2936  HORZ ORDER  -  THIRD
 CS2936
 CS2936.The horizontal coordinates were established by classical geodetic methods
 CS2936.and adjusted by the National Geodetic Survey in February 1996..
 CS2936
 CS2936
 CS2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2936
 CS2936.The geoid height was determined by GEOID03.
 CS2936
 CS2936;                    North         East     Units Scale Factor Converg.
 CS2936;SPC TXNC     - 2,118,065.061   707,552.369   MT  0.99988867   +0 37 33.0
 CS2936;SPC TXNC     - 6,949,018.45  2,321,361.40   sFT  0.99988867   +0 37 33.0
 CS2936;UTM  14      - 3,622,120.346   654,384.079   MT  0.99989390   +0 53 27.0
 CS2936
 CS2936                          SUPERSEDED SURVEY CONTROL
 CS2936
 CS2936  NAD 83(1986)-  32 43 33.87127(N)    097 21 09.02995(W) AD(       ) 4
 CS2936  NAD 27      -  32 43 33.39500(N)    097 21 07.97200(W) AD(       ) 3
 CS2936
 CS2936.Superseded values are not recommended for survey control.
 CS2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2936.See file dsdata.txt to determine how the superseded data were derived.
 CS2936
 CS2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5438422120(NAD 83)
 CS2936_MARKER: 85 = CHIMNEY
 CS2936
 CS2936  HISTORY     - Date     Condition        Report By
 CS2936  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2936  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS2936  HISTORY     - 20020824 MARK NOT FOUND   GEOCAC
 CS2936
 CS2936                          STATION DESCRIPTION
 CS2936
 CS2936'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2936'THIS INTERSECTION STATION IS THE CHIMNEY ON THE FOREST PARK
 CS2936'APARTMENTS, IN THE SOUTHWESTERN PART OF FORT WORTH, TEXAS.
 CS2936'IT IS THE HIGHER OF THE TWO CHIMNEYS ON THE SAME BUILDING.
 CS2936'IT IS ON THE HIGH PART OF THE BUILDING, ABOUT 90 FEET W OF
 CS2936'FOREST PARK BOULEVARD, AND ABOUT 75 FEET N OF PARK PLACE.
 CS2936'THE BUILDING WAS ERECTED IN 1927 AND IS ESPECIALLY PROMINENT.
 CS2936'
 CS2936'THE BUILDING IS OF BROWN-BRICK AND IS ABOUT 185 FEET HIGH.
 CS2936'THE CHIMNEY, ON THE N SIDE OF THE HIGHER SECTION, IS SQUARE
 CS2936'AND ABOUT 25 FEET HIGH.  IT HAS A SCREEN SPARK ARRESTOR AROUND
 CS2936'ITS TOP.  THE TOTAL HEIGHT IS ABOUT 200 FEET.
 CS2936
 CS2936                          STATION RECOVERY (2001)
 CS2936
 CS2936'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2936'MARK NOT FOUND.
 CS2936
 CS2936                          STATION RECOVERY (2002)
 CS2936
 CS2936'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2936'CHIMNEY NO LONGER EXISTS
 CS2936' 
 CS2936' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2957 ***********************************************************************
 CS2957  DESIGNATION -  FORT WORTH HUB FURNITURE CO TK
 CS2957  PID         -  CS2957
 CS2957  STATE/COUNTY-  TX/TARRANT
 CS2957  USGS QUAD   -  FORT WORTH (1981)
 CS2957
 CS2957                         *CURRENT SURVEY CONTROL
 CS2957  ___________________________________________________________________
 CS2957* NAD 83(1993)-  32 44 32.08990(N)    097 18 24.51500(W)     ADJUSTED  
 CS2957* NAVD 88     -                                                        
 CS2957  ___________________________________________________________________
 CS2957  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 CS2957  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS2957
 CS2957  HORZ ORDER  -  THIRD
 CS2957
 CS2957.The horizontal coordinates were established by classical geodetic methods
 CS2957.and adjusted by the National Geodetic Survey in February 1996..
 CS2957
 CS2957
 CS2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2957
 CS2957.The geoid height was determined by GEOID03.
 CS2957
 CS2957;                    North         East     Units Scale Factor Converg.
 CS2957;SPC TXNC     - 2,119,906.032   711,815.534   MT  0.99988711   +0 39 02.7
 CS2957;SPC TXNC     - 6,955,058.37  2,335,348.13   sFT  0.99988711   +0 39 02.7
 CS2957;UTM  14      - 3,623,981.050   658,638.742   MT  0.99991032   +0 54 57.5
 CS2957
 CS2957                          SUPERSEDED SURVEY CONTROL
 CS2957
 CS2957  NAD 83(1986)-  32 44 32.09389(N)    097 18 24.49774(W) AD(       ) 4
 CS2957  NAD 27      -  32 44 31.62800(N)    097 18 23.44100(W) AD(       ) 3
 CS2957
 CS2957.Superseded values are not recommended for survey control.
 CS2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2957.See file dsdata.txt to determine how the superseded data were derived.
 CS2957
 CS2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5863923981(NAD 83)
 CS2957_MARKER: 53 = ELEVATED TANK
 CS2957
 CS2957  HISTORY     - Date     Condition        Report By
 CS2957  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2957  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2957
 CS2957                          STATION DESCRIPTION
 CS2957
 CS2957'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2957'THIS INTERSECTION STATION IS THE BLACK TANK AT THE HUB FURNITURE
 CS2957'COMPANY, IN FORT WORTH, TEXAS.  IT IS ON THE NW CORNER OF
 CS2957'THE MAIN BUILDING, ABOUT 90 FEET W OF LONEY STREET AND ABOUT
 CS2957'110 FEET N OF THE CENTER LINE OF E BROADWAY.  THE TANK WAS
 CS2957'ERECTED IN 1921 AND IS FAIRLY PROMINENT.
 CS2957'
 CS2957'THE BUILDING ON WHICH THE TANK SETS IS A RED BRICK STRUCTURE
 CS2957'ABOUT 35 FEET HIGH.  THE TANK HAS FOUR TRUSSWORK LEGS ABOUT
 CS2957'50 FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD ABOUT 15
 CS2957'FEET.  THE VERTICAL SECTION IS ABOUT 25 FEET HIGH, HAS A
 CS2957'CATWALK AND RAIL AROUND ITS BASE, AND THE WORDS HUB FURNITURE
 CS2957'COMPANY IN WHITE ON THE N AND S SIDES.  THE FLAT CONICAL
 CS2957'ROOF HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 105
 CS2957'FEET.
 CS2957
 CS2957                          STATION RECOVERY (1997)
 CS2957
 CS2957'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2932 ***********************************************************************
 CS2932  DESIGNATION -  FORT WORTH LADY VICTORY SCH TK
 CS2932  PID         -  CS2932
 CS2932  STATE/COUNTY-  TX/TARRANT
 CS2932  USGS QUAD   -  FORT WORTH (1981)
 CS2932
 CS2932                         *CURRENT SURVEY CONTROL
 CS2932  ___________________________________________________________________
 CS2932* NAD 83(1993)-  32 42 03.42469(N)    097 20 01.52200(W)     ADJUSTED  
 CS2932* NAVD 88     -                                                        
 CS2932  ___________________________________________________________________
 CS2932  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CS2932  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS2932
 CS2932  HORZ ORDER  -  THIRD
 CS2932
 CS2932.The horizontal coordinates were established by classical geodetic methods
 CS2932.and adjusted by the National Geodetic Survey in February 1996..
 CS2932
 CS2932
 CS2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2932
 CS2932.The geoid height was determined by GEOID03.
 CS2932
 CS2932;                    North         East     Units Scale Factor Converg.
 CS2932;SPC TXNC     - 2,115,298.771   709,341.290   MT  0.99989124   +0 38 09.8
 CS2932;SPC TXNC     - 6,939,942.72  2,327,230.55   sFT  0.99989124   +0 38 09.8
 CS2932;UTM  14      - 3,619,362.328   656,185.773   MT  0.99990080   +0 54 01.4
 CS2932
 CS2932                          SUPERSEDED SURVEY CONTROL
 CS2932
 CS2932  NAD 83(1986)-  32 42 03.42849(N)    097 20 01.50453(W) AD(       ) 4
 CS2932  NAD 27      -  32 42 02.95500(N)    097 20 00.44100(W) AD(       ) 3
 CS2932
 CS2932.Superseded values are not recommended for survey control.
 CS2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2932.See file dsdata.txt to determine how the superseded data were derived.
 CS2932
 CS2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5618619362(NAD 83)
 CS2932_MARKER: 53 = ELEVATED TANK
 CS2932
 CS2932  HISTORY     - Date     Condition        Report By
 CS2932  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2932  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2932  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS2932
 CS2932                          STATION DESCRIPTION
 CS2932
 CS2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2932'THIS INTERSECTION STATION IS THE DILAPIDATED BLACK TANK AT
 CS2932'THE OUR LADY OF VICTORY CATHOLIC SCHOOL, IN FORT WORTH, TEXAS.
 CS2932'IT IS ABOUT 80 FEET SW OF THE MAIN BUILDING, ABOUT 320 FEET
 CS2932'W OF THE CENTER LINE OF HEMPHILL STREET, AND ABOUT 465 FEET
 CS2932'S OF THE CENTER LINE OF SHAW STREET.  THE TANK WAS ERECTED
 CS2932'IN 1906, AND IS QUITE PROMINENT.
 CS2932'
 CS2932'THE TANK SETS ABOVE A STONE PUMPHOUSE.  THE HOUSE IS ABOUT
 CS2932'25 FEET HIGH.  THE TANK HAS FOUR LEGS, MADE OF HEAVY PIPE,
 CS2932'ABOUT 70 FEET HIGH.  THE TANK SETS ON A ROUND PLATFORM, AROUND
 CS2932'WHICH THERE IS A CATWALK AND RAIL.  THE TANK IS MADE OF WOOD,
 CS2932'IS BLACK IN COLOR, AND IS ABOUT 25 FEET HIGH.  THE DILAPIDATED
 CS2932'CONICAL BLACK ROOF HAS A SHORT FINIAL AT ITS APEX.  THE TOTAL
 CS2932'HEIGHT IS ABOUT 125 FEET.
 CS2932
 CS2932                          STATION RECOVERY (1996)
 CS2932
 CS2932'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2932'MARK NOT FOUND.
 CS2932
 CS2932                          STATION RECOVERY (2001)
 CS2932
 CS2932'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2932'TANK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1556 ***********************************************************************
 CS1556  DESIGNATION -  FORT WORTH MAG STATION RM 1
 CS1556  PID         -  CS1556
 CS1556  STATE/COUNTY-  TX/TARRANT
 CS1556  USGS QUAD   -  FORT WORTH (1981)
 CS1556
 CS1556                         *CURRENT SURVEY CONTROL
 CS1556  ___________________________________________________________________
 CS1556* NAD 83(1986)-  32 42 27.     (N)    097 21 41.     (W)     SCALED    
 CS1556* NAVD 88     -       205.711  (meters)     674.90   (feet)  POSTED    
 CS1556  ___________________________________________________________________
 CS1556  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS1556  DYNAMIC HT  -         205.470 (meters)     674.11  (feet)  COMP
 CS1556  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 CS1556
 CS1556  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CS1556
 CS1556.The horizontal coordinates were scaled from a topographic map and have
 CS1556.an estimated accuracy of +/- 6 seconds.
 CS1556
 CS1556.The orthometric height was determined by differential leveling
 CS1556.and adjusted by the National Geodetic Survey in 1992..
 CS1556.No vertical observational check was made to the station.
 CS1556.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CS1556.was located on a no-check spur therefore a value was not computed.
 CS1556
 CS1556.The geoid height was determined by GEOID03.
 CS1556
 CS1556.The dynamic height is computed by dividing the NAVD 88
 CS1556.geopotential number by the normal gravity value computed on the
 CS1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1556.degrees latitude (g = 980.6199 gals.).
 CS1556
 CS1556.The modeled gravity was interpolated from observed gravity values.
 CS1556
 CS1556;                    North         East    Units  Estimated Accuracy
 CS1556;SPC TXNC     - 2,116,000.      706,740.      MT  (+/- 180 meters Scaled)
 CS1556
 CS1556                          SUPERSEDED SURVEY CONTROL
 CS1556
 CS1556  NGVD 29 (??/??/92)  205.71   (m)          674.9    (f) COMPUTED    1 2
 CS1556
 CS1556.Superseded values are not recommended for survey control.
 CS1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1556.See file dsdata.txt to determine how the superseded data were derived.
 CS1556
 CS1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB535200(NAD 83)
 CS1556_MARKER: DR = REFERENCE MARK DISK
 CS1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1556_STAMPING: FORT WORTH MAG NO 1
 CS1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1556+STABILITY: SURFACE MOTION
 CS1556
 CS1556  HISTORY     - Date     Condition        Report By
 CS1556  HISTORY     - UNK      MONUMENTED       CGS
 CS1556  HISTORY     - 1947     GOOD             NGS
 CS1556  HISTORY     - 1948     MARK NOT FOUND   LOCENG
 CS1556
 CS1556                          STATION DESCRIPTION
 CS1556
 CS1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1556'IN FORT WORTH.
 CS1556'ABOUT 4.3 MILES SOUTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH, ON
 CS1556'THE CAMPUS OF TEXAS CHRISTIAN UNIVERSITY, NEAR THE OLD GYMNASIUM, 280
 CS1556'FEET NORTH OF THE CENTER LINE OF BELLAIRE DRIVE NORTH, 108 FEET
 CS1556'NORTHWEST OF THE NORTHWEST CORNER OF THE OLD GYMNASIUM, 18 FEET WEST
 CS1556'OF THE CENTER LINE OF ROGERS STREET.  A BRONZE REFERENCE MARK DISK SET
 CS1556'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1556
 CS1556                          STATION RECOVERY (1948)
 CS1556
 CS1556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 CS1556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2931 ***********************************************************************
 CS2931  DESIGNATION -  FORT WORTH MASON HOME TALL TK
 CS2931  PID         -  CS2931
 CS2931  STATE/COUNTY-  TX/TARRANT
 CS2931  USGS QUAD   -  FORT WORTH (1981)
 CS2931
 CS2931                         *CURRENT SURVEY CONTROL
 CS2931  ___________________________________________________________________
 CS2931* NAD 83(1993)-  32 42 28.52572(N)    097 16 47.88050(W)     ADJUSTED  
 CS2931* NAVD 88     -                                                        
 CS2931  ___________________________________________________________________
 CS2931  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 CS2931  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS2931
 CS2931  HORZ ORDER  -  THIRD
 CS2931
 CS2931.The horizontal coordinates were established by classical geodetic methods
 CS2931.and adjusted by the National Geodetic Survey in February 1996..
 CS2931
 CS2931
 CS2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2931
 CS2931.The geoid height was determined by GEOID03.
 CS2931
 CS2931;                    North         East     Units Scale Factor Converg.
 CS2931;SPC TXNC     - 2,116,129.156   714,375.110   MT  0.99989050   +0 39 55.4
 CS2931;SPC TXNC     - 6,942,667.07  2,343,745.67   sFT  0.99989050   +0 39 55.4
 CS2931;UTM  14      - 3,620,215.939   661,215.809   MT  0.99992049   +0 55 46.7
 CS2931
 CS2931                          SUPERSEDED SURVEY CONTROL
 CS2931
 CS2931  NAD 83(1986)-  32 42 28.52983(N)    097 16 47.86305(W) AD(       ) 4
 CS2931  NAD 27      -  32 42 28.05700(N)    097 16 46.81200(W) AD(       ) 3
 CS2931
 CS2931.Superseded values are not recommended for survey control.
 CS2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2931.See file dsdata.txt to determine how the superseded data were derived.
 CS2931
 CS2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6121620216(NAD 83)
 CS2931_MARKER: 53 = ELEVATED TANK
 CS2931
 CS2931  HISTORY     - Date     Condition        Report By
 CS2931  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2931  HISTORY     - 1947     GOOD             CGS
 CS2931  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2931
 CS2931                          STATION DESCRIPTION
 CS2931
 CS2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2931'THIS INTERSECTION STATION IS THE TALLER OF THE TWO TANKS
 CS2931'AT THE MASONIC HOME, IN FORT WORTH, TEXAS.  IT IS IN THE
 CS2931'SOUTHEASTERN PART OF THE GROUNDS, ABOUT 45 FEET W OF THE
 CS2931'CENTER LINE OF WICHITA STREET, AND ABOUT 60 FEET N OF THE W
 CS2931'END OF EASTLAND STREET.  IT WAS ERECTED IN 1923 AND IS ESPECIALLY
 CS2931'PROMINENT.
 CS2931'
 CS2931'THE LEGS OF THE TANK REST ON CONCRETE BASES ABOUT 4 FEET HIGH.
 CS2931'THE FOUR SILVER TRUSSWORK LEGS ARE ABOUT 120 FEET HIGH.  THE
 CS2931'OVAL SECTION EXTENDS DOWNWARD ABOUT 20 FEET.  THE VERTICAL
 CS2931'SECTION IS ABOUT 40 FEET HIGH AND HAS A CATWALK AND RAIL
 CS2931'AROUND ITS BASE.  THE FLAT CONICAL ROOF HAS A BALL AT ITS
 CS2931'APEX.  THE TOTAL HEIGHT IS ABOUT 170 FEET.
 CS2931
 CS2931                          STATION RECOVERY (1947)
 CS2931
 CS2931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2931'THE STATION IS LOCATED ABOUT 8 MILES SOUTH AND EAST OF THE
 CS2931'FT. WORTH POST OFFICE, ABOUT 200 FEET SOUTH OF THE MAIN
 CS2931'BUILDING OF THE HOME AND 30 FEET WEST OF THE APPROXIMATE
 CS2931'CENTERLINE OF WICHITA AVE.  IT IS A SILVER PAINTED, 4 LEGGED,
 CS2931'STEEL WATER TANK ABOUT 120 FEET HIGH.
 CS2931'
 CS2931'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2931'
 CS2931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CS2931'AND 287 JUST EAST OF THE FT. WORTH POST OFFICE GO SOUTH AND
 CS2931'EAST ON U.S. HIGHWAY 287 FOR 6.5 MILES TO A MAGNOLIA OIL
 CS2931'STATION AND JUNCTION WITH WICHITA AVE. ON THE LEFT.  TURN
 CS2931'LEFT HERE AND GO 1.8 MILES ON WICHITA AVE. TO STATION ON LEFT.
 CS2931
 CS2931                          STATION RECOVERY (1997)
 CS2931
 CS2931'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2937 ***********************************************************************
 CS2937  DESIGNATION -  FORT WORTH MASONIC HOME STACK
 CS2937  PID         -  CS2937
 CS2937  STATE/COUNTY-  TX/TARRANT
 CS2937  USGS QUAD   -  FORT WORTH (1981)
 CS2937
 CS2937                         *CURRENT SURVEY CONTROL
 CS2937  ___________________________________________________________________
 CS2937* NAD 83(1993)-  32 42 37.73284(N)    097 16 53.08233(W)     ADJUSTED  
 CS2937* NAVD 88     -                                                        
 CS2937  ___________________________________________________________________
 CS2937  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 CS2937  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS2937
 CS2937  HORZ ORDER  -  THIRD
 CS2937
 CS2937.The horizontal coordinates were established by classical geodetic methods
 CS2937.and adjusted by the National Geodetic Survey in February 1996..
 CS2937
 CS2937
 CS2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2937
 CS2937.The geoid height was determined by GEOID03.
 CS2937
 CS2937;                    North         East     Units Scale Factor Converg.
 CS2937;SPC TXNC     - 2,116,411.162   714,236.366   MT  0.99989024   +0 39 52.6
 CS2937;SPC TXNC     - 6,943,592.29  2,343,290.48   sFT  0.99989024   +0 39 52.6
 CS2937;UTM  14      - 3,620,497.311   661,075.761   MT  0.99991993   +0 55 44.1
 CS2937
 CS2937                          SUPERSEDED SURVEY CONTROL
 CS2937
 CS2937  NAD 83(1986)-  32 42 37.73693(N)    097 16 53.06488(W) AD(       ) 4
 CS2937  NAD 27      -  32 42 37.26500(N)    097 16 52.01300(W) AD(       ) 3
 CS2937
 CS2937.Superseded values are not recommended for survey control.
 CS2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2937.See file dsdata.txt to determine how the superseded data were derived.
 CS2937
 CS2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6107620497(NAD 83)
 CS2937_MARKER: 63 = STACK
 CS2937
 CS2937  HISTORY     - Date     Condition        Report By
 CS2937  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2937  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2937
 CS2937                          STATION DESCRIPTION
 CS2937
 CS2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2937'THIS INTERSECTION STATION IS THE STACK ON THE POWER HOUSE AT
 CS2937'THE MASONIC HOME, IN FORT WORTH, TEXAS.  IT IS ABOUT 0.2 MILE
 CS2937'S OF RICHARDSON STREET, AND ABOUT 0.25 MILE SW OF BOWMAN
 CS2937'SPRINGS ROAD, AND ABOUT 45 FEET W OF THE W DRIVE OF THE MASONIC
 CS2937'HOME GROUNDS.  THE STACK WAS ERECTED IN 1918 AND IS FAIRLY
 CS2937'PROMINENT.
 CS2937'
 CS2937'THE RED-BRICK POWER HOUSE ON WHICH THE STACK STANDS IS ABOUT
 CS2937'25 FEET HIGH.  THE STACK IS OF WHITE CONCRETE.  IT IS ABOUT
 CS2937'10 FEET IN DIAMETER AT THE BASE AND ABOUT 6 FEET IN DIAMETER
 CS2937'AT THE TOP.  THE STACK IS ABOUT 160 FEET HIGH AND THE TOTAL
 CS2937'HEIGHT IS ABOUT 185 FEET.
 CS2937
 CS2937                          STATION RECOVERY (1997)
 CS2937
 CS2937'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2963 ***********************************************************************
 CS2963  DESIGNATION -  FORT WORTH METH HOSPITAL CHIM
 CS2963  PID         -  CS2963
 CS2963  STATE/COUNTY-  TX/TARRANT
 CS2963  USGS QUAD   -  FORT WORTH (1981)
 CS2963
 CS2963                         *CURRENT SURVEY CONTROL
 CS2963  ___________________________________________________________________
 CS2963* NAD 83(1993)-  32 44 14.72376(N)    097 20 23.47147(W)     ADJUSTED  
 CS2963* NAVD 88     -                                                        
 CS2963  ___________________________________________________________________
 CS2963  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 CS2963  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS2963
 CS2963  HORZ ORDER  -  THIRD
 CS2963
 CS2963.The horizontal coordinates were established by classical geodetic methods
 CS2963.and adjusted by the National Geodetic Survey in February 1996..
 CS2963
 CS2963
 CS2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2963
 CS2963.The geoid height was determined by GEOID03.
 CS2963
 CS2963;                    North         East     Units Scale Factor Converg.
 CS2963;SPC TXNC     - 2,119,336.469   708,725.020   MT  0.99988757   +0 37 57.9
 CS2963;SPC TXNC     - 6,953,189.73  2,325,208.67   sFT  0.99988757   +0 37 57.9
 CS2963;UTM  14      - 3,623,397.177   655,550.844   MT  0.99989836   +0 53 52.7
 CS2963
 CS2963                          SUPERSEDED SURVEY CONTROL
 CS2963
 CS2963  NAD 83(1986)-  32 44 14.72756(N)    097 20 23.45429(W) AD(       ) 4
 CS2963  NAD 27      -  32 44 14.24900(N)    097 20 22.39200(W) AD(       ) 3
 CS2963
 CS2963.Superseded values are not recommended for survey control.
 CS2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2963.See file dsdata.txt to determine how the superseded data were derived.
 CS2963
 CS2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5555123397(NAD 83)
 CS2963_MARKER: 85 = CHIMNEY
 CS2963
 CS2963  HISTORY     - Date     Condition        Report By
 CS2963  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2963  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2963  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2963
 CS2963                          STATION DESCRIPTION
 CS2963
 CS2963'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2963'THIS INTERSECTION STATION IS THE CHIMNEY OF THE METHODIST
 CS2963'HOSPITAL IN FORT WORTH, TEXAS.  IT IS ON THE CENTRAL SECTION
 CS2963'OF THE BUILDING, ABOUT 45 FEET S OF THE CENTER LINE OF FRUITT
 CS2963'STREET, ABOUT 125 FEET E OF THE CENTER LINE OF S SIXTH AVENUE,
 CS2963'AND ABOUT 130 FEET W OF THE CENTER LINE OF S LAKE STREET.
 CS2963'THE BUILDING WAS ERECTED IN 1927.  THE CHIMNEY IS FAIRLY
 CS2963'PROMINENT.
 CS2963'
 CS2963'THE BUILDING IS A RED BRICK STRUCTURE ABOUT 155 FEET HIGH.
 CS2963'THE OCTAGONAL RED-BRICK CHIMNEY IS ABOUT 20 FEET HIGH AND
 CS2963'HAS A WHITE BAND AROUND THE TOP.  THE TOTAL HEIGHT IS ABOUT
 CS2963'175 FEET.
 CS2963
 CS2963                          STATION RECOVERY (1997)
 CS2963
 CS2963'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2963'MARK NOT FOUND.
 CS2963
 CS2963                          STATION RECOVERY (2001)
 CS2963
 CS2963'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2962 ***********************************************************************
 CS2962  DESIGNATION -  FORT WORTH MKT RR ROUNDHSE TK
 CS2962  PID         -  CS2962
 CS2962  STATE/COUNTY-  TX/TARRANT
 CS2962  USGS QUAD   -  FORT WORTH (1981)
 CS2962
 CS2962                         *CURRENT SURVEY CONTROL
 CS2962  ___________________________________________________________________
 CS2962* NAD 83(1993)-  32 43 23.43749(N)    097 19 26.64742(W)     ADJUSTED  
 CS2962* NAVD 88     -                                                        
 CS2962  ___________________________________________________________________
 CS2962  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 CS2962  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS2962
 CS2962  HORZ ORDER  -  THIRD
 CS2962
 CS2962.The horizontal coordinates were established by classical geodetic methods
 CS2962.and adjusted by the National Geodetic Survey in February 1996..
 CS2962
 CS2962
 CS2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2962
 CS2962.The geoid height was determined by GEOID03.
 CS2962
 CS2962;                    North         East     Units Scale Factor Converg.
 CS2962;SPC TXNC     - 2,117,773.295   710,221.907   MT  0.99988895   +0 38 28.8
 CS2962;SPC TXNC     - 6,948,061.22  2,330,119.71   sFT  0.99988895   +0 38 28.8
 CS2962;UTM  14      - 3,621,840.922   657,054.965   MT  0.99990416   +0 54 22.2
 CS2962
 CS2962                          SUPERSEDED SURVEY CONTROL
 CS2962
 CS2962  NAD 83(1986)-  32 43 23.44139(N)    097 19 26.63015(W) AD(       ) 4
 CS2962  NAD 27      -  32 43 22.95700(N)    097 19 25.57900(W) AD(       ) 3
 CS2962
 CS2962.Superseded values are not recommended for survey control.
 CS2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2962.See file dsdata.txt to determine how the superseded data were derived.
 CS2962
 CS2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5705521841(NAD 83)
 CS2962_MARKER: 63 = STACK
 CS2962
 CS2962  HISTORY     - Date     Condition        Report By
 CS2962  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2962  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2962  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS2962
 CS2962                          STATION DESCRIPTION
 CS2962
 CS2962'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2962'THIS INTERSECTION STATION IS THE STACK AT THE ROUNDHOUSE AT
 CS2962'THE MISSOURI KANSAS AND TEXAS RAILROAD YARDS, IN FORT WORTH,
 CS2962'TEXAS.  THE STACK IS AT THE S END OF THE ROUNDHOUSE, ABOUT
 CS2962'0.3 MILE E OF S MAIN STREET ABOUT 0.15 MILE S OF THE ALLEN
 CS2962'STREET VIADUCT, AND ABOUT 570 FEET E OF THE ELEVATORS OF
 CS2962'THE KIMBALL ELEVATOR COMPANY.  THE STACK WAS ERECTED IN 1914
 CS2962'AND IS QUITE PROMINENT.
 CS2962'
 CS2962'THE STACK IS A TALL TAPERING CONCRETE STRUCTURE.  IT IS
 CS2962'ABOUT 18 FEET IN DIAMETER AT THE BASE AND ABOUT 8 FEET IN
 CS2962'DIAMETER AT THE TOP.  THERE IS A FLAIRING COLLAR AT THE TOP.
 CS2962'THE TOTAL HEIGHT IS ABOUT 268 FEET.
 CS2962
 CS2962                          STATION RECOVERY (1997)
 CS2962
 CS2962'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2962'MARK NOT FOUND.
 CS2962
 CS2962                          STATION RECOVERY (2001)
 CS2962
 CS2962'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2962'TANK GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2940 ***********************************************************************
 CS2940  DESIGNATION -  FORT WORTH MO AVE METH CH TWR
 CS2940  PID         -  CS2940
 CS2940  STATE/COUNTY-  TX/TARRANT
 CS2940  USGS QUAD   -  FORT WORTH (1981)
 CS2940
 CS2940                         *CURRENT SURVEY CONTROL
 CS2940  ___________________________________________________________________
 CS2940* NAD 83(1993)-  32 44 20.07360(N)    097 19 09.38672(W)     ADJUSTED  
 CS2940* NAVD 88     -                                                        
 CS2940  ___________________________________________________________________
 CS2940  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 CS2940  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS2940
 CS2940  HORZ ORDER  -  THIRD
 CS2940
 CS2940.The horizontal coordinates were established by classical geodetic methods
 CS2940.and adjusted by the National Geodetic Survey in February 1996..
 CS2940
 CS2940
 CS2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2940
 CS2940.The geoid height was determined by GEOID03.
 CS2940
 CS2940;                    North         East     Units Scale Factor Converg.
 CS2940;SPC TXNC     - 2,119,522.732   710,651.690   MT  0.99988743   +0 38 38.3
 CS2940;SPC TXNC     - 6,953,800.83  2,331,529.75   sFT  0.99988743   +0 38 38.3
 CS2940;UTM  14      - 3,623,592.358   657,476.660   MT  0.99990579   +0 54 32.9
 CS2940
 CS2940                          SUPERSEDED SURVEY CONTROL
 CS2940
 CS2940  NAD 83(1986)-  32 44 20.07750(N)    097 19 09.36949(W) AD(       ) 4
 CS2940  NAD 27      -  32 44 19.60900(N)    097 19 08.32000(W) AD(       ) 3
 CS2940
 CS2940.Superseded values are not recommended for survey control.
 CS2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2940.See file dsdata.txt to determine how the superseded data were derived.
 CS2940
 CS2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5747723592(NAD 83)
 CS2940_MARKER: 55 = TOWER
 CS2940
 CS2940  HISTORY     - Date     Condition        Report By
 CS2940  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2940
 CS2940                          STATION DESCRIPTION
 CS2940
 CS2940'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2940'THIS INTERSECTION STATION IS THE TOWER ON THE MISSOURI AVENUE
 CS2940'METHODIST CHURCH, IN FORT WORTH, TEXAS.  IT IS ON THE S SIDE
 CS2940'OF THE CHURCH, ABOUT 70 FEET W OF THE CENTER LINE OF MISSOURI
 CS2940'AVENUE, AND ABOUT 85 FEET N OF THE CENTER LINE OF E ANNIE
 CS2940'STREET.  THE CHURCH WAS ERECTED IN 1895.  THE TOWER IS FAIRLY
 CS2940'PROMINENT.
 CS2940'
 CS2940'THE TOWER IS AN ORNAMENTAL STRUCTURE ABOUT 40 FEET HIGH,
 CS2940'SITTING ON A YELLOW BRICK BASE ABOUT 25 FEET HIGH.  THE TOWER
 CS2940'HAS ORNAMENTAL COLUMNS AT EACH CORNER.  THESE COLUMNS HAVE
 CS2940'SLIM POINTED CAPS WHICH PROJECT UP ABOVE THE TOP OF THE
 CS2940'TOWER.  THE TOWER HAS TWO TALL NARROW LOUVRED GOTHIC WINDOWS
 CS2940'ON EACH SIDE AND A FLAT PROJECTING LEDGE AROUND THE TOP.
 CS2940'THE FOUR-SIDED RED TILED ROOF IS ABOUT 20 FEET HIGH AND HAS
 CS2940'A KNOB AND A FOUR-PRONGED ORNAMENT AT ITS APEX.  THE TOTAL
 CS2940'HEIGHT IS ABOUT 85 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2959 ***********************************************************************
 CS2959  DESIGNATION -  FORT WORTH MULKEY MEM ME CH TR
 CS2959  PID         -  CS2959
 CS2959  STATE/COUNTY-  TX/TARRANT
 CS2959  USGS QUAD   -  FORT WORTH (1981)
 CS2959
 CS2959                         *CURRENT SURVEY CONTROL
 CS2959  ___________________________________________________________________
 CS2959* NAD 83(1993)-  32 44 13.52294(N)    097 19 41.23418(W)     ADJUSTED  
 CS2959* NAVD 88     -                                                        
 CS2959  ___________________________________________________________________
 CS2959  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 CS2959  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS2959
 CS2959  HORZ ORDER  -  THIRD
 CS2959
 CS2959.The horizontal coordinates were established by classical geodetic methods
 CS2959.and adjusted by the National Geodetic Survey in February 1996..
 CS2959
 CS2959
 CS2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2959
 CS2959.The geoid height was determined by GEOID03.
 CS2959
 CS2959;                    North         East     Units Scale Factor Converg.
 CS2959;SPC TXNC     - 2,119,311.688   709,824.925   MT  0.99988760   +0 38 20.9
 CS2959;SPC TXNC     - 6,953,108.43  2,328,817.27   sFT  0.99988760   +0 38 20.9
 CS2959;UTM  14      - 3,623,377.486   656,650.866   MT  0.99990259   +0 54 15.5
 CS2959
 CS2959                          SUPERSEDED SURVEY CONTROL
 CS2959
 CS2959  NAD 83(1986)-  32 44 13.52683(N)    097 19 41.21696(W) AD(       ) 4
 CS2959  NAD 27      -  32 44 13.05500(N)    097 19 40.16200(W) AD(       ) 3
 CS2959
 CS2959.Superseded values are not recommended for survey control.
 CS2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2959.See file dsdata.txt to determine how the superseded data were derived.
 CS2959
 CS2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5665123377(NAD 83)
 CS2959_MARKER: 55 = TOWER
 CS2959
 CS2959  HISTORY     - Date     Condition        Report By
 CS2959  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2959  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2959
 CS2959                          STATION DESCRIPTION
 CS2959
 CS2959'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2959'THIS INTERSECTION STATION IS THE TOWER ON THE NW CORNER OF
 CS2959'THE MULKEY MEMORIAL METHODIST EPISCOPAL CHURCH, IN FORT WORTH,
 CS2959'TEXAS.  IT IS AT THE MAIN ENTRANCE, ABOUT 40 FEET S OF THE
 CS2959'CENTER LINE OF CANNON STREET, AND ABOUT 40 FEET E OF THE CENTER
 CS2959'LINE OF ST. LOUIS AVENUE.  THE CHURCH WAS ERECTED IN 1907
 CS2959'AND THE TOWER IS QUITE PROMINENT.
 CS2959'
 CS2959'THE TOWER RISES TO A HEIGHT OF ABOUT 90 FEET, WITH HEAVY
 CS2959'BUTTRESSES AT THE OUTSIDE CORNERS.  IT IS CONSTRUCTED OF
 CS2959'YELLOW-BRICK.  THERE IS A WHITE PARAPET AROUND THE TOP, ABOVE
 CS2959'WHICH SLENDER MINARETS ABOUT 10 FEET HIGH EXTEND FROM EACH
 CS2959'CORNER.  THE TOTAL HEIGHT IS ABOUT 100 FEET.
 CS2959
 CS2959                          STATION RECOVERY (1997)
 CS2959
 CS2959'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2958 ***********************************************************************
 CS2958  DESIGNATION -  FORT WORTH MUNICIPAL TANK
 CS2958  PID         -  CS2958
 CS2958  STATE/COUNTY-  TX/TARRANT
 CS2958  USGS QUAD   -  FORT WORTH (1981)
 CS2958
 CS2958                         *CURRENT SURVEY CONTROL
 CS2958  ___________________________________________________________________
 CS2958* NAD 83(1993)-  32 43 47.75083(N)    097 15 42.30107(W)     ADJUSTED  
 CS2958* NAVD 88     -                                                        
 CS2958  ___________________________________________________________________
 CS2958  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 CS2958  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS2958
 CS2958  HORZ ORDER  -  THIRD
 CS2958
 CS2958.The horizontal coordinates were established by classical geodetic methods
 CS2958.and adjusted by the National Geodetic Survey in February 1996..
 CS2958
 CS2958
 CS2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2958
 CS2958.The geoid height was determined by GEOID03.
 CS2958
 CS2958;                    North         East     Units Scale Factor Converg.
 CS2958;SPC TXNC     - 2,118,589.259   716,054.022   MT  0.99988829   +0 40 31.2
 CS2958;SPC TXNC     - 6,950,738.26  2,349,253.90   sFT  0.99988829   +0 40 31.2
 CS2958;UTM  14      - 3,622,683.851   662,883.405   MT  0.99992715   +0 56 24.2
 CS2958
 CS2958                          SUPERSEDED SURVEY CONTROL
 CS2958
 CS2958  NAD 83(1986)-  32 43 47.75503(N)    097 15 42.28377(W) AD(       ) 4
 CS2958  NAD 27      -  32 43 47.28000(N)    097 15 41.23300(W) AD(       ) 3
 CS2958
 CS2958.Superseded values are not recommended for survey control.
 CS2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2958.See file dsdata.txt to determine how the superseded data were derived.
 CS2958
 CS2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6288322684(NAD 83)
 CS2958_MARKER: 53 = ELEVATED TANK
 CS2958
 CS2958  HISTORY     - Date     Condition        Report By
 CS2958  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2958  HISTORY     - 19970305 GOOD             USPSQD
 CS2958  HISTORY     - 20021210 MARK NOT FOUND   GEOCAC
 CS2958
 CS2958                          STATION DESCRIPTION
 CS2958
 CS2958'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2958'THE STATION IS LOCATED ABOUT 3 MILES WEST OF THE TEXAS AND
 CS2958'PACIFIC RAILROAD STATION IN HANDLEY AND ABOUT 75 YARDS SOUTH
 CS2958'OF ROSEDALE STREET.  IT IS A 9 LEGGED, BLACK PAINTED WATER
 CS2958'TANK ABOUT 120 FEET HIGH.
 CS2958'
 CS2958'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2958'
 CS2958'TO REACH FROM THE TEXAS AND PACIFIC RAILROAD STATION IN HANDLEY
 CS2958'GO WEST ON LANCASTER BOULEVARD (U.S. 80) FOR ABOUT 0.3 MILE TO
 CS2958'INTERSECTION WITH ROSEDALE STREET.  TURN RIGHT HERE AND GO
 CS2958'2.3 MILES TO MILLER STREET.  TURN RIGHT AND GO 75 YARDS TO
 CS2958'STATION ON LEFT.
 CS2958
 CS2958                          STATION RECOVERY (1997)
 CS2958
 CS2958'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2958'RECOVERED IN GOOD CONDITION.
 CS2958
 CS2958                          STATION RECOVERY (2002)
 CS2958
 CS2958'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2934 ***********************************************************************
 CS2934  DESIGNATION -  FORT WORTH N TEX TRACTION TANK
 CS2934  PID         -  CS2934
 CS2934  STATE/COUNTY-  TX/TARRANT
 CS2934  USGS QUAD   -  FORT WORTH (1981)
 CS2934
 CS2934                         *CURRENT SURVEY CONTROL
 CS2934  ___________________________________________________________________
 CS2934* NAD 83(1993)-  32 44 43.87578(N)    097 18 40.42111(W)     ADJUSTED  
 CS2934* NAVD 88     -                                                        
 CS2934  ___________________________________________________________________
 CS2934  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 CS2934  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS2934
 CS2934  HORZ ORDER  -  THIRD
 CS2934
 CS2934.The horizontal coordinates were established by classical geodetic methods
 CS2934.and adjusted by the National Geodetic Survey in February 1996..
 CS2934
 CS2934
 CS2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2934
 CS2934.The geoid height was determined by GEOID03.
 CS2934
 CS2934;                    North         East     Units Scale Factor Converg.
 CS2934;SPC TXNC     - 2,120,264.344   711,397.393   MT  0.99988681   +0 38 54.1
 CS2934;SPC TXNC     - 6,956,233.94  2,333,976.28   sFT  0.99988681   +0 38 54.1
 CS2934;UTM  14      - 3,624,337.430   658,218.937   MT  0.99990868   +0 54 49.2
 CS2934
 CS2934                          SUPERSEDED SURVEY CONTROL
 CS2934
 CS2934  NAD 83(1986)-  32 44 43.87975(N)    097 18 40.40396(W) AD(       ) 4
 CS2934  NAD 27      -  32 44 43.40700(N)    097 18 39.35100(W) AD(       ) 3
 CS2934
 CS2934.Superseded values are not recommended for survey control.
 CS2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2934.See file dsdata.txt to determine how the superseded data were derived.
 CS2934
 CS2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5821924337(NAD 83)
 CS2934_MARKER: 51 = TANK
 CS2934
 CS2934  HISTORY     - Date     Condition        Report By
 CS2934  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2934  HISTORY     - 1944     GOOD             TX2450
 CS2934  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2934
 CS2934                          STATION DESCRIPTION
 CS2934
 CS2934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2934'THIS INTERSECTION STATION IS THE TANK AT THE N TEXAS TRACTION
 CS2934'COMPANY CAR BARNS, IN FORT WORTH, TEXAS.  THE TANK IS ON
 CS2934'THE NE CORNER OF BARN NO. 4, ABOUT 170 FEET W OF THE CENTER
 CS2934'LINE OF VIRGINIA STREET, AND ABOUT 190 FEET N OF THE CENTER
 CS2934'LINE OF E PRESIDIO STREET.  THE TANK WAS ERECTED IN 1929 AND
 CS2934'IS FAIRLY PROMINENT.
 CS2934'
 CS2934'THE BUILDING ON WHICH THE TANK SETS IS ABOUT 30 FEET HIGH.
 CS2934'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 40 FEET HIGH.
 CS2934'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL
 CS2934'SECTION IS ABOUT 20 FEET HIGH AND HAS THE WORDS INTERURBAN
 CS2934'SERVICE.  NORTH TEXAS TRACTION COMPANY, AND THE MOTTO OF THE
 CS2934'COMPANY IN WHITE ON THE N AND S SIDES.  THE FLAT CONICAL ROOF
 CS2934'HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 95 FEET.
 CS2934
 CS2934                          STATION RECOVERY (1944)
 CS2934
 CS2934'RECOVERY NOTE BY CITY OF FORT WORTH TEXAS 1944
 CS2934'PREVIOUS LISTED AS NORTH TEXAS TRACTION COMPANY TANK.  LETTER
 CS2934'OF W.O. JONES, DIRECTOR OF PUBLIC WORKS, FT. WORTH, TEXAS,
 CS2934'DATED NOVEMBER 10, 1944--
 CS2934'
 CS2934'NORTH TEXAS TRACTION COMPANY IS NOW FORT WORTH TRANSIT COMPANY.
 CS2934
 CS2934                          STATION RECOVERY (1997)
 CS2934
 CS2934'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1543 ***********************************************************************
 CS1543  DESIGNATION -  FORT WORTH NW BASE
 CS1543  PID         -  CS1543
 CS1543  STATE/COUNTY-  TX/TARRANT
 CS1543  USGS QUAD   -  AVONDALE (1982)
 CS1543
 CS1543                         *CURRENT SURVEY CONTROL
 CS1543  ___________________________________________________________________
 CS1543* NAD 83(1993)-  32 54 18.00864(N)    097 24 07.16239(W)     ADJUSTED  
 CS1543* NAVD 88     -       249.959  (meters)     820.07   (feet)  ADJUSTED  
 CS1543  ___________________________________________________________________
 CS1543  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 CS1543  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CS1543  DYNAMIC HT  -         249.663 (meters)     819.10  (feet)  COMP
 CS1543  MODELED GRAV-     979,449.4   (mgal)                       NAVD 88
 CS1543
 CS1543  HORZ ORDER  -  FIRST
 CS1543  VERT ORDER  -  FIRST     CLASS II
 CS1543
 CS1543.The horizontal coordinates were established by classical geodetic methods
 CS1543.and adjusted by the National Geodetic Survey in February 1996..
 CS1543
 CS1543.The orthometric height was determined by differential leveling
 CS1543.and adjusted by the National Geodetic Survey in June 1991..
 CS1543.WARNING-Repeat measurements at this control monument indicate possible
 CS1543.vertical movement.
 CS1543
 CS1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1543
 CS1543.The geoid height was determined by GEOID03.
 CS1543
 CS1543.The dynamic height is computed by dividing the NAVD 88
 CS1543.geopotential number by the normal gravity value computed on the
 CS1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1543.degrees latitude (g = 980.6199 gals.).
 CS1543
 CS1543.The modeled gravity was interpolated from observed gravity values.
 CS1543
 CS1543;                    North         East     Units Scale Factor Converg.
 CS1543;SPC TXNC     - 2,137,855.398   702,707.810   MT  0.99987588   +0 35 55.9
 CS1543;SPC TXNC     - 7,013,947.25  2,305,467.21   sFT  0.99987588   +0 35 55.9
 CS1543;UTM  14      - 3,641,887.933   649,447.251   MT  0.99987539   +0 52 05.8
 CS1543
 CS1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1543!SPC TXNC     -   0.99996514  x   0.99987588  =   0.99984102
 CS1543!UTM  14      -   0.99996514  x   0.99987539  =   0.99984053
 CS1543
 CS1543:                Primary Azimuth Mark                     Grid Az
 CS1543:SPC TXNC     -  HICKS ARMY AIRFIELD CONTROL TR           007 24 46.2
 CS1543:UTM  14      -  HICKS ARMY AIRFIELD CONTROL TR           007 08 36.3
 CS1543
 CS1543|---------------------------------------------------------------------|
 CS1543| PID    Reference Object                     Distance      Geod. Az  |
 CS1543|                                                           dddmmss.s |
 CS1543| CS3041 HICKS ARMY AIRFIELD CONTROL TR      APPROX. 0.9 KM 0080042.1 |
 CS1543| CS1544 FORT WORTH NW BASE RM 1              24.183 METERS 07014     |
 CS1543| CS3014 SAGINAW GLOBE AIRCRAFT CO TANK      APPROX. 7.3 KM 1324251.1 |
 CS1543| CS2990 FORT WORTH RAD RNG TR CEN           APPROX. 6.9 KM 1384829.2 |
 CS1543| CS1545 FORT WORTH NW BASE RM 2              34.137 METERS 15043     |
 CS1543| CS3001 FORT WORTH MEACHAM AIR FLD TWR      APPROX.10.2 KM 1553152.4 |
 CS1543| CS3040 HICKS                               APPROX. 1.0 KM 3564526.6 |
 CS1543|---------------------------------------------------------------------|
 CS1543
 CS1543                          SUPERSEDED SURVEY CONTROL
 CS1543
 CS1543  NAD 83(1993)-  32 54 18.01130(N)    097 24 07.14700(W) AD(       ) 1
 CS1543  NAD 83(1986)-  32 54 18.01228(N)    097 24 07.14618(W) AD(       ) 1
 CS1543  NAD 27      -  32 54 17.55900(N)    097 24 06.08100(W) AD(       ) 1
 CS1543  NGVD 29 (07/19/86)  249.90   (m)          819.9    (f) LEVELING    3  
 CS1543
 CS1543.Superseded values are not recommended for survey control.
 CS1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1543.See file dsdata.txt to determine how the superseded data were derived.
 CS1543
 CS1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4944741888(NAD 83)
 CS1543_MARKER: DB = BENCH MARK DISK
 CS1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1543_STAMPING: FT. WORTH N.W. BASE 1946
 CS1543_MARK LOGO: CGS   
 CS1543_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CS1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1543+STABILITY: SURFACE MOTION
 CS1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1543+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 CS1543
 CS1543  HISTORY     - Date     Condition        Report By
 CS1543  HISTORY     - 1946     MONUMENTED       CGS
 CS1543  HISTORY     - 1947     GOOD             NGS
 CS1543  HISTORY     - 1957     GOOD             NGS
 CS1543  HISTORY     - 1960     GOOD             CGS
 CS1543  HISTORY     - 1962     GOOD             CGS
 CS1543  HISTORY     - 1981     GOOD             NGS
 CS1543  HISTORY     - 1984     GOOD             NGS
 CS1543  HISTORY     - 1986     GOOD             LOCSUR
 CS1543  HISTORY     - 19951118 GOOD             USPSQD
 CS1543  HISTORY     - 20030313 GOOD             INDIV
 CS1543
 CS1543                          STATION DESCRIPTION
 CS1543
 CS1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS1543'STATION IS LOCATED ABOUT 12 MILES NNW OF FORT WORTH, BETWEEN
 CS1543'U.S. HIGHWAY 81 AND THE FORT WORTH AND DENVER CITY RAILROAD.
 CS1543'IT IS 105 FEET E OF THE E RAIL OF RAILROAD TRACK, 38 FEET S
 CS1543'OF THE APPROXIMATE CENTER OF A GRAVEL ROAD LEADING TO HICKS ARMY
 CS1543'AIRFIELD, AND 26 FEET W OF A TELEPHONE POLE WITH THE LETTER
 CS1543'H ON IT.
 CS1543'
 CS1543'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS
 CS1543'SET IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED
 CS1543'FORT WORTH NW BASE 1946 AND IS FLUSH WITH THE GROUND.
 CS1543'
 CS1543'REFERENCE MARK 1 IS 79.34 FEET SE OF THE STATION.  IT IS 56 FEET
 CS1543'E OF A TELEPHONE POLE, 45 FEET SW OF THE S END OF A STONE
 CS1543'CULVERT, AND 28 FEET W OF THE RAILROAD TRACK.  IT IS A BRONZE
 CS1543'REFERENCE DISK, STAMPED FORT WORTH NW BASE NO 1 1946 AND SET
 CS1543'IN THE TOP OF A CONCRETE POST.  THE MARK IS FLUSH WITH THE
 CS1543'GROUND.
 CS1543'
 CS1543'REFERENCE MARK 2 IS 110.20 FEET NW OF THE STATION.  IT IS 33 FEET
 CS1543'E OF RAILROAD TRACKS, 30 FEET W OF A TELEPHONE POLE.  IT IS
 CS1543'A BRONZE REFERENCE DISK, STAMPED FORT WORTH NW BASE NO 2 1946,
 CS1543'AND IS SET IN THE TOP OF A CONCRETE POST.  THE MARK IS FLUSH
 CS1543'WITH THE GROUND.
 CS1543'
 CS1543'TO REACH THE STATION FROM THE SAGINAW POST OFFICE GO NW ON U.S.
 CS1543'HIGHWAY 81 FOR 4.1 MILES TO A GRAVEL ROAD, CROSSING TRACKS,
 CS1543'TURN RIGHT ACROSS FIRST SET OF TRACKS TO STATION ON THE RIGHT.
 CS1543
 CS1543                          STATION RECOVERY (1947)
 CS1543
 CS1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 CS1543'4.0 MI NW FROM SAGINAW.
 CS1543'ABOUT 4.0 MILES NORTHWEST ALONG THE ROCK ISLAND AND FT. WORTH AND
 CS1543'DENVER CITY RAILWAYS FROM THE POST OFFICE AT SAGINAW, ABOUT 13 POLES
 CS1543'NORTHWEST OF MILEPOST 601 ON THE ROCK ISLAND RAILWAY, 33.5 FEET
 CS1543'NORTHEAST OF AND 2.0 FEET LOWER THAN THE CENTER LINE OF THE ROCK
 CS1543'ISLAND TRACK, 112.8 FEET SOUTHWEST OF AND 3.0 FEET LOWER THAN THE
 CS1543'CENTER LINE OF THE FT. WORTH AND DENVER CITY TRACK, 37.6 FEET
 CS1543'SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING TO HICKS AIRPORT.  A
 CS1543'BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND SET FLUSH WITH THE
 CS1543'SURFACE OF THE GROUND.
 CS1543
 CS1543                          STATION RECOVERY (1957)
 CS1543
 CS1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1543'RECOVERED IN GOOD CONDITION.
 CS1543
 CS1543                          STATION RECOVERY (1960)
 CS1543
 CS1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 CS1543'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS1543'
 CS1543'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS1543
 CS1543                          STATION RECOVERY (1962)
 CS1543
 CS1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS1543'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 CS1543'IN GOOD CONDITION.  THE AZIMUTH MARK (TRIANGULATION STATION
 CS1543'HICKS 1946) WAS SEARCHED FOR BUT NOT RECOVERED.  THERE IS A
 CS1543'LARGE METAL BUILDING BETWEEN THE TWO STATIONS.
 CS1543'
 CS1543'THE STATION IS 3.8 MILES NORTH ALONG U.S. HIGHWAY 81-287 FROM
 CS1543'SAGINAW BLVD. AND E. WAUTAUGA STREET IN SAGINAW, BETWEEN THE
 CS1543'ROCK ISLAND RAILWAY AND THE FT. WORTH AND DENVER CITY RAILWAY
 CS1543'(BURLINGTON ROUTE).
 CS1543'
 CS1543'THE STATION MARK, A STANDARD DISK STAMPED FT WORTH NW BASE 1946,
 CS1543'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 CS1543'THE GROUND.  IT IS 124 FEET NORTHEAST OF THE NORTH BOUND
 CS1543'CENTER LINE OF U.S. HIGHWAY 81-287, 115 FEET SOUTHWEST OF THE
 CS1543'WEST RAIL OF THE FT WORTH DENVER CITY RAILWAY, 51 FEET NORTHEAST
 CS1543'OF A RAILROAD CROSSING SIGN POST, 35 FEET SOUTHEAST OF THE
 CS1543'CENTER OF A GRAVEL ROAD, 31 FEET NORTHEAST OF THE EAST RAIL OF
 CS1543'THE ROCK ISLAND RAILWAY, AND 26 FEET SOUTHWEST OF A TELEPHONE
 CS1543'POLE.
 CS1543'
 CS1543'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FT WORTH NW BASE
 CS1543'NO 1 1946, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CS1543'1 INCH.  IT IS 79.34 FEET NORTHEAST OF THE STATION, 43 FEET
 CS1543'SOUTHEAST OF THE SOUTHEAST END OF HEADWALL OF A ROCK CULVERT,
 CS1543'35 FEET SOUTHWEST OF THE WEST RAIL OF FT. WORTH AND DENVER CITY
 CS1543'RAILWAY, AND 26 FEET NORTHEAST OF A TELEPHONE POLE.
 CS1543'
 CS1543'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FT WORTH NW
 CS1543'BASE NO 2 1946, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 CS1543'SURFACE OF THE GROUND.  IT IS 145 FEET SOUTHEAST OF THE CENTER
 CS1543'OF GRAVEL ROAD, 110.20 FEET SOUTHEAST OF THE STATION, 33 FEET
 CS1543'NORTHEAST OF THE EAST RAIL OF THE ROCK ISLAND RAILWAY, AND 29
 CS1543'FEET SOUTHWEST OF A TELEPHONE POLE.
 CS1543
 CS1543                          STATION RECOVERY (1981)
 CS1543
 CS1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CS1543'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  STATION
 CS1543'HICKS WHICH WAS USED FOR AN AZIMUTH MARK COULD NOT BE FOUND.
 CS1543'
 CS1543'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF THE NORTHWEST
 CS1543'EDGE OF FORT WORTH, 4 MILES NORTHWEST OF SAGINAW AND AT THE ENTRANCE
 CS1543'TO THE HICKS INDUSTRIAL COMPLEX.  THE COMPLEX IS THE SITE OF THE OLD
 CS1543'HICKS AIRFIELD.
 CS1543'
 CS1543'TO REACH THE STATION FROM THE CITY HALL IN SAGINAW, GO NORTH ON
 CS1543'BUSINESS U.S. HIGHWAY 287 FOR 4.0 MILES TO A PAVED ROAD RIGHT AND
 CS1543'THE ENTRANCE TO THE HICKS INDUSTRIAL COMPLEX.  TURN RIGHT AND GO
 CS1543'NORTHEAST FOR 0.05 MILE, CROSSING A RAILROAD TRACK AND THE STATION
 CS1543'BETWEEN THE TWO SETS OF TRACKS AS DESCRIBED.
 CS1543'
 CS1543'STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 CS1543'MONUMENT FLUSH WITH THE GROUND STAMPED---FORT WORTH NW BASE
 CS1543'1946---.  IT IS 125 FEET NORTHEAST OF THE CENTER OF THE NORTH BOUND
 CS1543'LANE OF U.S. HIGHWAY 287, 35 FEET SOUTHEAST OF THE CENTER OF THE
 CS1543'PAVED ROAD, 31 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SET OF
 CS1543'RAILROAD TRACKS AND 2 FEET SOUTHEAST OF A WITNESS POST.
 CS1543'
 CS1543'REFERENCE MARK 1 IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE
 CS1543'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED---FORT WORTH
 CS1543'NW BASE NO 1 1946---.  IT IS 45 FEET SOUTHEAST OF THE CENTER OF THE
 CS1543'PAVED ROAD, 35 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MOST
 CS1543'NORTHEAST OF THE 2 SETS OF RAILROAD TRACKS AND 26 FEET EAST OF A
 CS1543'POWER LINE POLE.
 CS1543'
 CS1543'REFERENCE MARK 2 IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE
 CS1543'CONCRETE MONUMENT FLUSH WITH THE GROUND STAMPED---FORT WORTH NW BASE
 CS1543'NO 2 1946---.  IT IS 124 FEET NORTHWEST OF THE CENTER OF THE NORTH
 CS1543'BOUND LANE OF U.S. 287, 146 FEET SOUTHEAST OF THE CENTER OF THE PAVED
 CS1543'ROAD AND 33 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE FIRST SET OF
 CS1543'RAILROAD TRACKS.
 CS1543
 CS1543                          STATION RECOVERY (1984)
 CS1543
 CS1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1543'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 CS1543'TO REACH FOLLOWS.  6.1 KM (3.8 MI) NORTHWESTERLY ALONG THE SANTA FE
 CS1543'RAILROAD FROM ITS JUNCTION WITH MC LEROY BOULEVARD IN SAGINAW,
 CS1543
 CS1543                          STATION RECOVERY (1986)
 CS1543
 CS1543'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JBA)
 CS1543'RECOVERED IN GOOD CONDITION.
 CS1543
 CS1543                          STATION RECOVERY (1995)
 CS1543
 CS1543'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1543'RECOVERED IN GOOD CONDITION.
 CS1543
 CS1543                          STATION RECOVERY (2003)
 CS1543
 CS1543'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MB)
 CS1543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1544 ***********************************************************************
 CS1544  DESIGNATION -  FORT WORTH NW BASE RM 1
 CS1544  PID         -  CS1544
 CS1544  STATE/COUNTY-  TX/TARRANT
 CS1544  USGS QUAD   -  AVONDALE (1982)
 CS1544
 CS1544                         *CURRENT SURVEY CONTROL
 CS1544  ___________________________________________________________________
 CS1544* NAD 83(1986)-  32 54 17.     (N)    097 24 06.     (W)     SCALED    
 CS1544* NAVD 88     -       249.608  (meters)     818.92   (feet)  ADJUSTED  
 CS1544  ___________________________________________________________________
 CS1544  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CS1544  DYNAMIC HT  -         249.312 (meters)     817.95  (feet)  COMP
 CS1544  MODELED GRAV-     979,449.4   (mgal)                       NAVD 88
 CS1544
 CS1544  VERT ORDER  -  FIRST     CLASS II
 CS1544
 CS1544.The horizontal coordinates were scaled from a topographic map and have
 CS1544.an estimated accuracy of +/- 6 seconds.
 CS1544
 CS1544.The orthometric height was determined by differential leveling
 CS1544.and adjusted by the National Geodetic Survey in June 1991..
 CS1544
 CS1544.The geoid height was determined by GEOID03.
 CS1544
 CS1544.The dynamic height is computed by dividing the NAVD 88
 CS1544.geopotential number by the normal gravity value computed on the
 CS1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1544.degrees latitude (g = 980.6199 gals.).
 CS1544
 CS1544.The modeled gravity was interpolated from observed gravity values.
 CS1544
 CS1544;                    North         East    Units  Estimated Accuracy
 CS1544;SPC TXNC     - 2,137,830.      702,740.      MT  (+/- 180 meters Scaled)
 CS1544
 CS1544                          SUPERSEDED SURVEY CONTROL
 CS1544
 CS1544  NGVD 29 (??/??/92)  249.574  (m)          818.81   (f) ADJ UNCH    1 2
 CS1544
 CS1544.Superseded values are not recommended for survey control.
 CS1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1544.See file dsdata.txt to determine how the superseded data were derived.
 CS1544
 CS1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB494418(NAD 83)
 CS1544_MARKER: DR = REFERENCE MARK DISK
 CS1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1544_STAMPING: FT. WORTH N.W. BASE NO. 1 1946
 CS1544_MARK LOGO: CGS   
 CS1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1544+STABILITY: SURFACE MOTION
 CS1544
 CS1544  HISTORY     - Date     Condition        Report By
 CS1544  HISTORY     - 1946     MONUMENTED       CGS
 CS1544  HISTORY     - 1947     GOOD             NGS
 CS1544  HISTORY     - 1957     GOOD             NGS
 CS1544  HISTORY     - 1984     GOOD             NGS
 CS1544  HISTORY     - 1986     GOOD             LOCSUR
 CS1544
 CS1544                          STATION DESCRIPTION
 CS1544
 CS1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1544'4.0 MI NW FROM SAGINAW.
 CS1544'ABOUT 4.0 MILES NORTHWEST ALONG THE ROCK ISLAND AND FT. WORTH AND
 CS1544'DENVER CITY RAILWAYS FROM THE POST OFFICE AT SAGINAW, ABOUT 13 POLES
 CS1544'NORTHWEST OF MILEPOST 601 ON THE ROCK ISLAND RAILWAY, 30.2 FEET
 CS1544'SOUTHWEST OF AND 4.0 FEET LOWER THAN THE CENTER LINE OF THE FT. WORTH
 CS1544'AND DENVER CITY TRACK, 113.3 FEET NORTHEAST OF AND 3.0 FEET LOWER THAN
 CS1544'THE CENTER LINE OF THE ROCK ISLAND TRACK, 58.0 FEET SOUTHEAST OF THE
 CS1544'CENTER LINE OF A ROAD LEADING TO HICKS AIRPORT.  A BRONZE DISK SET IN
 CS1544'THE TOP OF A CONCRETE POST AND SET FLUSH WITH THE SURFACE OF THE
 CS1544'GROUND.
 CS1544
 CS1544                          STATION RECOVERY (1957)
 CS1544
 CS1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1544'RECOVERED IN GOOD CONDITION.
 CS1544
 CS1544                          STATION RECOVERY (1984)
 CS1544
 CS1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1544'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
 CS1544
 CS1544                          STATION RECOVERY (1986)
 CS1544
 CS1544'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JBA)
 CS1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1545 ***********************************************************************
 CS1545  DESIGNATION -  FORT WORTH NW BASE RM 2
 CS1545  PID         -  CS1545
 CS1545  STATE/COUNTY-  TX/TARRANT
 CS1545  USGS QUAD   -  AVONDALE (1982)
 CS1545
 CS1545                         *CURRENT SURVEY CONTROL
 CS1545  ___________________________________________________________________
 CS1545* NAD 83(1986)-  32 54 16.     (N)    097 24 07.     (W)     SCALED    
 CS1545* NAVD 88     -       249.899  (meters)     819.88   (feet)  ADJUSTED  
 CS1545  ___________________________________________________________________
 CS1545  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CS1545  DYNAMIC HT  -         249.603 (meters)     818.91  (feet)  COMP
 CS1545  MODELED GRAV-     979,449.4   (mgal)                       NAVD 88
 CS1545
 CS1545  VERT ORDER  -  FIRST     CLASS II
 CS1545
 CS1545.The horizontal coordinates were scaled from a topographic map and have
 CS1545.an estimated accuracy of +/- 6 seconds.
 CS1545
 CS1545.The orthometric height was determined by differential leveling
 CS1545.and adjusted by the National Geodetic Survey in June 1991..
 CS1545
 CS1545.The geoid height was determined by GEOID03.
 CS1545
 CS1545.The dynamic height is computed by dividing the NAVD 88
 CS1545.geopotential number by the normal gravity value computed on the
 CS1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1545.degrees latitude (g = 980.6199 gals.).
 CS1545
 CS1545.The modeled gravity was interpolated from observed gravity values.
 CS1545
 CS1545;                    North         East    Units  Estimated Accuracy
 CS1545;SPC TXNC     - 2,137,790.      702,710.      MT  (+/- 180 meters Scaled)
 CS1545
 CS1545                          SUPERSEDED SURVEY CONTROL
 CS1545
 CS1545  NGVD 29 (??/??/92)  249.865  (m)          819.77   (f) ADJ UNCH    1 2
 CS1545
 CS1545.Superseded values are not recommended for survey control.
 CS1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1545.See file dsdata.txt to determine how the superseded data were derived.
 CS1545
 CS1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB494418(NAD 83)
 CS1545_MARKER: DR = REFERENCE MARK DISK
 CS1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1545_STAMPING: FT. WORTH N.W. BASE NO. 2 1946
 CS1545_MARK LOGO: CGS   
 CS1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1545+STABILITY: SURFACE MOTION
 CS1545
 CS1545  HISTORY     - Date     Condition        Report By
 CS1545  HISTORY     - 1946     MONUMENTED       CGS
 CS1545  HISTORY     - 1947     GOOD             NGS
 CS1545  HISTORY     - 1957     GOOD             NGS
 CS1545  HISTORY     - 1984     GOOD             NGS
 CS1545  HISTORY     - 1986     GOOD             LOCSUR
 CS1545
 CS1545                          STATION DESCRIPTION
 CS1545
 CS1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1545'4.0 MI NW FROM SAGINAW.
 CS1545'ABOUT 4.0 MILES NORTHWEST ALONG THE ROCK ISLAND AND THE FT. WORTH AND
 CS1545'DENVER CITY RAILWAYS FROM THE POST OFFICE AT SAGINAW, ABOUT 13 POLES
 CS1545'NORTHWEST OF MILEPOST 601 ON THE ROCK ISLAND TRACK, 35.5 FEET
 CS1545'NORTHEAST OF AND 2.0 FEET LOWER THAN THE CENTER LINE OF THE ROCK
 CS1545'ISLAND TRACK, 97.2 FEET SOUTHWEST OF AND 3.0 FEET LOWER THAN THE
 CS1545'CENTER LINE OF THE FT. WORTH AND DENVER CITY TRACK, 145.8 FEET
 CS1545'SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING TO HICKS AIRPORT.  A
 CS1545'BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND SET FLUSH WITH THE
 CS1545'SURFACE OF THE GROUND.
 CS1545
 CS1545                          STATION RECOVERY (1957)
 CS1545
 CS1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1545'RECOVERED IN GOOD CONDITION.
 CS1545
 CS1545                          STATION RECOVERY (1984)
 CS1545
 CS1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1545'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
 CS1545
 CS1545                          STATION RECOVERY (1986)
 CS1545
 CS1545'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JBA)
 CS1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2947 ***********************************************************************
 CS2947  DESIGNATION -  FORT WORTH P AND H FURN CO TK
 CS2947  PID         -  CS2947
 CS2947  STATE/COUNTY-  TX/TARRANT
 CS2947  USGS QUAD   -  FORT WORTH (1981)
 CS2947
 CS2947                         *CURRENT SURVEY CONTROL
 CS2947  ___________________________________________________________________
 CS2947* NAD 83(1993)-  32 44 56.40054(N)    097 19 40.27606(W)     ADJUSTED  
 CS2947* NAVD 88     -                                                        
 CS2947  ___________________________________________________________________
 CS2947  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 CS2947  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS2947
 CS2947  HORZ ORDER  -  THIRD
 CS2947
 CS2947.The horizontal coordinates were established by classical geodetic methods
 CS2947.and adjusted by the National Geodetic Survey in February 1996..
 CS2947
 CS2947
 CS2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2947
 CS2947.The geoid height was determined by GEOID03.
 CS2947
 CS2947;                    North         East     Units Scale Factor Converg.
 CS2947;SPC TXNC     - 2,120,632.602   709,835.130   MT  0.99988649   +0 38 21.4
 CS2947;SPC TXNC     - 6,957,442.13  2,328,850.76   sFT  0.99988649   +0 38 21.4
 CS2947;UTM  14      - 3,624,698.454   656,654.955   MT  0.99990261   +0 54 17.1
 CS2947
 CS2947                          SUPERSEDED SURVEY CONTROL
 CS2947
 CS2947  NAD 83(1986)-  32 44 56.40441(N)    097 19 40.25897(W) AD(       ) 4
 CS2947  NAD 27      -  32 44 55.91900(N)    097 19 39.21100(W) AD(       ) 3
 CS2947
 CS2947.Superseded values are not recommended for survey control.
 CS2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2947.See file dsdata.txt to determine how the superseded data were derived.
 CS2947
 CS2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5665524698(NAD 83)
 CS2947_MARKER: 53 = ELEVATED TANK
 CS2947
 CS2947  HISTORY     - Date     Condition        Report By
 CS2947  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2947  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2947  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS2947
 CS2947                          STATION DESCRIPTION
 CS2947
 CS2947'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2947'THIS INTERSECTION STATION IS THE BLACK TANK OF THE FORMER
 CS2947'PECK AND HILLS FURNITURE COMPANY IN FORT WORTH, TEXAS.  IT
 CS2947'WAS NOT LEARNED WHO IS THE PRESENT OWNER OF THE BUILDING.
 CS2947'THE TANK IS ON THE TOP OF A BUILDING AT THE SW CORNER OF MAIN
 CS2947'AND E THIRTEENTH STREETS.  IT WAS ERECTED SOMEWHERE ABOUT
 CS2947'1898.  IT IS FAIRLY PROMINENT, EXCEPT WHERE OBSTRUCTED BY
 CS2947'HIGH BUILDINGS.
 CS2947'
 CS2947'THE BUILDING ON WHICH THE TANK SETS IS ABOUT 140 FEET.  THE
 CS2947'TANK SETS ON A WOODEN STAND ABOUT 6 FEET HIGH.  THE TANK IS
 CS2947'ABOUT 30 FEET HIGH AND HAS THE WORDS PECK AND HILLS FURNITURE
 CS2947'COMPANY PAINTED IN WHITE ON THE E AND W SIDES.  THE TOTAL
 CS2947'HEIGHT IS ABOUT 175 FEET.
 CS2947
 CS2947                          STATION RECOVERY (1996)
 CS2947
 CS2947'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2947'MARK NOT FOUND.
 CS2947
 CS2947                          STATION RECOVERY (2001)
 CS2947
 CS2947'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2947'TANK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2938 ***********************************************************************
 CS2938  DESIGNATION -  FORT WORTH POLY BAP CH TOWER
 CS2938  PID         -  CS2938
 CS2938  STATE/COUNTY-  TX/TARRANT
 CS2938  USGS QUAD   -  FORT WORTH (1981)
 CS2938
 CS2938                         *CURRENT SURVEY CONTROL
 CS2938  ___________________________________________________________________
 CS2938* NAD 83(1993)-  32 43 55.52894(N)    097 16 55.60055(W)     ADJUSTED  
 CS2938* NAVD 88     -                                                        
 CS2938  ___________________________________________________________________
 CS2938  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 CS2938  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CS2938
 CS2938  HORZ ORDER  -  THIRD
 CS2938
 CS2938.The horizontal coordinates were established by classical geodetic methods
 CS2938.and adjusted by the National Geodetic Survey in February 1996..
 CS2938
 CS2938
 CS2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2938
 CS2938.The geoid height was determined by GEOID03.
 CS2938
 CS2938;                    North         East     Units Scale Factor Converg.
 CS2938;SPC TXNC     - 2,118,806.516   714,143.014   MT  0.99988808   +0 39 51.2
 CS2938;SPC TXNC     - 6,951,451.04  2,342,984.21   sFT  0.99988808   +0 39 51.2
 CS2938;UTM  14      - 3,622,892.282   660,971.346   MT  0.99991951   +0 55 44.7
 CS2938
 CS2938                          SUPERSEDED SURVEY CONTROL
 CS2938
 CS2938  NAD 83(1986)-  32 43 55.53306(N)    097 16 55.58333(W) AD(       ) 4
 CS2938  NAD 27      -  32 43 55.04900(N)    097 16 54.54400(W) AD(       ) 3
 CS2938
 CS2938.Superseded values are not recommended for survey control.
 CS2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2938.See file dsdata.txt to determine how the superseded data were derived.
 CS2938
 CS2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6097122892(NAD 83)
 CS2938_MARKER: 55 = TOWER
 CS2938
 CS2938  HISTORY     - Date     Condition        Report By
 CS2938  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2938  HISTORY     - 19970305 GOOD             USPSQD
 CS2938  HISTORY     - 20021210 MARK NOT FOUND   GEOCAC
 CS2938
 CS2938                          STATION DESCRIPTION
 CS2938
 CS2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2938'THIS INTERSECTION STATION IS THE TOWER ON THE POLY BAPTIST
 CS2938'CHURCH, IN THE SOUTHEASTERN PART OF FORT WORTH, TEXAS.  IT
 CS2938'IS ABOUT 30 FEET E OF BINKLEY STREET, AND ABOUT 180 FEET N
 CS2938'OF AVENUE E.  MEASUREMENTS WERE MADE FROM THE CENTER LINE
 CS2938'OF THE STREET IN BOTH CASES.  THE TOWER IS ON THE SW CORNER
 CS2938'OF THE CHURCH.  THE CHURCH WAS ERECTED IN 1932 AND THE TOWER
 CS2938'IS FAIRLY PROMINENT.
 CS2938'
 CS2938'THE TOWER IS A SQUARE YELLOW BRICK STRUCTURE ABOUT 90 FEET
 CS2938'HIGH.  THERE ARE CONCRETE STEPS ON THE S SIDE LEADING UP TO
 CS2938'THE MAIN ENTRANCE.  THERE IS A SMALL SQUARE WINDOW ONE-HALF
 CS2938'THE WAY UP THE TOWER AND A LARGE SQUARE WINDOW ABOUT TWO-THIRDS
 CS2938'THE WAY UP THE TOWER.  THERE IS AN OPEN BELFRY AT THE TOP
 CS2938'WITH TWO ARCHED OPENINGS ON EACH SIDE.  ABOVE THIS TOWER,
 CS2938'THERE IS A SMALLER SQUARE ORNAMENTAL TOWER ABOUT EIGHT FEET
 CS2938'HIGH WITH A FOUR-SIDED RED-TILED ROOF AND A BALL AT ITS
 CS2938'APEX.  THE TOTAL HEIGHT IS ABOUT 100 FEET.
 CS2938
 CS2938                          STATION RECOVERY (1997)
 CS2938
 CS2938'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2938'RECOVERED IN GOOD CONDITION.
 CS2938
 CS2938                          STATION RECOVERY (2002)
 CS2938
 CS2938'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2938'THE BUILDING STILL EXISTS, BUT THE TOWER IS GONE.  BUILDING NO LONGER
 CS2938'A CHURCH BUT THE SONE ARTS CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2941 ***********************************************************************
 CS2941  DESIGNATION -  FORT WORTH PUBLIC MARKET TOWER
 CS2941  PID         -  CS2941
 CS2941  STATE/COUNTY-  TX/TARRANT
 CS2941  USGS QUAD   -  FORT WORTH (1981)
 CS2941
 CS2941                         *CURRENT SURVEY CONTROL
 CS2941  ___________________________________________________________________
 CS2941* NAD 83(1993)-  32 44 41.05898(N)    097 20 16.04144(W)     ADJUSTED  
 CS2941* NAVD 88     -                                                        
 CS2941  ___________________________________________________________________
 CS2941  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 CS2941  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS2941
 CS2941  HORZ ORDER  -  THIRD
 CS2941
 CS2941.The horizontal coordinates were established by classical geodetic methods
 CS2941.and adjusted by the National Geodetic Survey in February 1996..
 CS2941
 CS2941
 CS2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2941
 CS2941.The geoid height was determined by GEOID03.
 CS2941
 CS2941;                    North         East     Units Scale Factor Converg.
 CS2941;SPC TXNC     - 2,120,149.736   708,909.460   MT  0.99988688   +0 38 01.9
 CS2941;SPC TXNC     - 6,955,857.93  2,325,813.79   sFT  0.99988688   +0 38 01.9
 CS2941;UTM  14      - 3,624,211.298   655,731.518   MT  0.99989905   +0 53 57.4
 CS2941
 CS2941                          SUPERSEDED SURVEY CONTROL
 CS2941
 CS2941  NAD 83(1986)-  32 44 41.06278(N)    097 20 16.02430(W) AD(       ) 4
 CS2941  NAD 27      -  32 44 40.59000(N)    097 20 14.97000(W) AD(       ) 3
 CS2941
 CS2941.Superseded values are not recommended for survey control.
 CS2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2941.See file dsdata.txt to determine how the superseded data were derived.
 CS2941
 CS2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5573224211(NAD 83)
 CS2941_MARKER: 55 = TOWER
 CS2941
 CS2941  HISTORY     - Date     Condition        Report By
 CS2941  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2941  HISTORY     - 20010201 GOOD             USPSQD
 CS2941
 CS2941                          STATION DESCRIPTION
 CS2941
 CS2941'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2941'THIS INTERSECTION STATION IS THE TOWER AT THE NE CORNER
 CS2941'OF THE PUBLIC MARKET, IN FORT WORTH, TEXAS.  IT IS ABOUT
 CS2941'65 FEET W OF THE CENTER LINE OF HENDERSON STREET AND ABOUT
 CS2941'70 FEET S OF THE CENTER LINE OF EL PASO STREET.  THE BUILDING
 CS2941'WAS ERECTED IN 1931.  THE TOWER IS QUITE PROMINENT.
 CS2941'
 CS2941'THE TOWER IS A SQUARE YELLOW BRICK STRUCTURE SET DIAGONALLY
 CS2941'INTO THE CORNER OF THE BUILDING.  IT IS IN TWO SECTIONS.
 CS2941'THE LOWER SECTION IS ABOUT 100 FEET HIGH.  IT HAS A LARGE
 CS2941'STAINED GLASS WINDOW ON THE NE SIDE WITH THE WORDS PUBLIC
 CS2941'MARKET SET DIAGONALLY INTO THE GLASS.  THERE ARE LARGE GLASS
 CS2941'WINDOWS ON THE OTHER SIDES.  THERE ARE BRACKET LIGHTS ON
 CS2941'THE N AND W CORNERS.  THE TOP SECTION IS A SMALLER TOWER
 CS2941'ABOUT 20 FEET HIGH WITH A LARGE ARCHED OPENING ON EACH SIDE,
 CS2941'ABOVE WHICH THERE ARE THREE SMALL SQUARE OPENINGS.  THE
 CS2941'ROOF IS A RED TILE STRUCTURE ABOUT 10 FEET HIGH WITH A
 CS2941'5-FOOT FLAGSTAFF AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 135
 CS2941'FEET.
 CS2941
 CS2941                          STATION RECOVERY (2001)
 CS2941
 CS2941'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2990 ***********************************************************************
 CS2990  DESIGNATION -  FORT WORTH RAD RNG TR CEN
 CS2990  PID         -  CS2990
 CS2990  STATE/COUNTY-  TX/TARRANT
 CS2990  USGS QUAD   -  HALTOM CITY (1981)
 CS2990
 CS2990                         *CURRENT SURVEY CONTROL
 CS2990  ___________________________________________________________________
 CS2990* NAD 83(1993)-  32 51 29.62287(N)    097 21 12.59175(W)     ADJUSTED  
 CS2990* NAVD 88     -                                                        
 CS2990  ___________________________________________________________________
 CS2990  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 CS2990  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS2990
 CS2990  HORZ ORDER  -  THIRD
 CS2990
 CS2990.The horizontal coordinates were established by classical geodetic methods
 CS2990.and adjusted by the National Geodetic Survey in February 1996..
 CS2990
 CS2990
 CS2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2990
 CS2990.The geoid height was determined by GEOID03.
 CS2990
 CS2990;                    North         East     Units Scale Factor Converg.
 CS2990;SPC TXNC     - 2,132,717.473   707,300.160   MT  0.99987829   +0 37 31.1
 CS2990;SPC TXNC     - 6,997,090.58  2,320,533.94   sFT  0.99987829   +0 37 31.1
 CS2990;UTM  14      - 3,636,771.576   654,063.689   MT  0.99989267   +0 53 36.6
 CS2990
 CS2990                          SUPERSEDED SURVEY CONTROL
 CS2990
 CS2990  NAD 83(1993)-  32 51 29.62566(N)    097 21 12.57595(W) AD(       ) 4
 CS2990  NAD 83(1986)-  32 51 29.62659(N)    097 21 12.57537(W) AD(       ) 4
 CS2990  NAD 27      -  32 51 29.16600(N)    097 21 11.51000(W) AD(       ) 3
 CS2990
 CS2990.Superseded values are not recommended for survey control.
 CS2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2990.See file dsdata.txt to determine how the superseded data were derived.
 CS2990
 CS2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5406436772(NAD 83)
 CS2990_MARKER: 27 = RADIO RANGE MAST
 CS2990
 CS2990  HISTORY     - Date     Condition        Report By
 CS2990  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS2990  HISTORY     - 1959     GOOD             CGS
 CS2990  HISTORY     - 1965     GOOD             CGS
 CS2990  HISTORY     - 20021212 MARK NOT FOUND   GEOCAC
 CS2990
 CS2990                          STATION DESCRIPTION
 CS2990
 CS2990'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS2990'TOWER IS LOCATED ABOUT 7.05 MILES N OF FORT WORTH, ON U.S.
 CS2990'HIGHWAY 81.
 CS2990'
 CS2990'CENTRAL TOWER IS 300 PACES (ABOUT 900 FEET) S OF AN E-W OILED
 CS2990'ROAD, AND AT THE W CORNER OF A WHITE CONTROL HOUSE WHICH
 CS2990'IS ABOUT 20 BY 15 FEET.  TOWER IS BUILT OF STEEL LATTICE-WORK
 CS2990'AND IS ABOUT 75 FEET HIGH, BUILT ON A CONCRETE PLATFORM
 CS2990'4 FEET WIDE AT THE BASE, AND CONVERGING TO A PEAK TO FORM
 CS2990'ABOUT A FOOT SQUARE AT THE TOP.  THE TOWER IS SURROUNDED BY
 CS2990'4 OUTER TOWERS WHICH ARE APPROXIMATELY 400 FEET APART,
 CS2990'AND THE CENTER TOWER IS ON THE INTERSECTION POINT OF THE 2
 CS2990'DIAGONALS.
 CS2990'
 CS2990'TO REACH FROM THE COURTHOUSE IN FORT WORTH, GO N ON HIGHWAY
 CS2990'81 FOR 7.05 MILES TO THE EDGE OF SAGINAW AND AN OILED ROAD
 CS2990'TO THE RIGHT.  TURN RIGHT, CROSSING THREE SETS OF RAILROAD
 CS2990'TRACKS, AND GO 0.6 MILE TO A DRIVEWAY AND A LOCKED GATE ON
 CS2990'THE RIGHT.  TOWER IS OWNED BY THE DEPARTMENT OF COMMERCE
 CS2990'CIVIL AERONAUTICS ADMINISTRATION.
 CS2990
 CS2990                          STATION RECOVERY (1959)
 CS2990
 CS2990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CS2990'THE STATION WAS RECOVERED AS DESCRIBED.
 CS2990
 CS2990                          STATION RECOVERY (1965)
 CS2990
 CS2990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CS2990'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 CS2990'THE DESCRIPTION SHOULD BE ALTERED AS FOLLOWS--THE TOWERS NOW
 CS2990'BELONG TO THE FEDERAL AVIATION AGENCY.
 CS2990
 CS2990                          STATION RECOVERY (2002)
 CS2990
 CS2990'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3003 ***********************************************************************
 CS3003  DESIGNATION -  FORT WORTH RAD STA KFJZ N TWR
 CS3003  PID         -  CS3003
 CS3003  STATE/COUNTY-  TX/TARRANT
 CS3003  USGS QUAD   -  HALTOM CITY (1981)
 CS3003
 CS3003                         *CURRENT SURVEY CONTROL
 CS3003  ___________________________________________________________________
 CS3003* NAD 83(1993)-  32 48 55.48730(N)    097 15 35.40290(W)     ADJUSTED  
 CS3003* NAVD 88     -                                                        
 CS3003  ___________________________________________________________________
 CS3003  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 CS3003  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CS3003
 CS3003  HORZ ORDER  -  THIRD
 CS3003
 CS3003.The horizontal coordinates were established by classical geodetic methods
 CS3003.and adjusted by the National Geodetic Survey in February 1996..
 CS3003
 CS3003
 CS3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3003
 CS3003.The geoid height was determined by GEOID03.
 CS3003
 CS3003;                    North         East     Units Scale Factor Converg.
 CS3003;SPC TXNC     - 2,128,069.651   716,121.707   MT  0.99988107   +0 40 35.0
 CS3003;SPC TXNC     - 6,981,841.85  2,349,475.97   sFT  0.99988107   +0 40 35.0
 CS3003;UTM  14      - 3,632,164.859   662,907.111   MT  0.99992724   +0 56 35.7
 CS3003
 CS3003                          SUPERSEDED SURVEY CONTROL
 CS3003
 CS3003  NAD 83(1993)-  32 48 55.49071(N)    097 15 35.38655(W) AD(       ) 4
 CS3003  NAD 83(1986)-  32 48 55.49151(N)    097 15 35.38616(W) AD(       ) 4
 CS3003  NAD 27      -  32 48 55.02800(N)    097 15 34.33500(W) AD(       ) 3
 CS3003
 CS3003.Superseded values are not recommended for survey control.
 CS3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3003.See file dsdata.txt to determine how the superseded data were derived.
 CS3003
 CS3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6290732165(NAD 83)
 CS3003_MARKER: 41 = ANTENNA MAST
 CS3003
 CS3003  HISTORY     - Date     Condition        Report By
 CS3003  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS3003  HISTORY     - 1947     GOOD             CGS
 CS3003  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS3003  HISTORY     - 20020605 MARK NOT FOUND   GEOCAC
 CS3003
 CS3003                          STATION DESCRIPTION
 CS3003
 CS3003'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3003'ANTENNAE TOWER IS LOCATED APPROXIMATELY 5 MILES NE OF FORT
 CS3003'WORTH.
 CS3003'
 CS3003'THIS IS THE N ONE OF TWO RADIO CONTROL TOWERS THAT ARE OWNED
 CS3003'AND OPERATED BY THE CONTROL STATION OF RADIO STATION KFJZ
 CS3003'IN FORT WORTH, TEXAS, AND WAS BUILT IN 1941.  THIS TOWER
 CS3003'IS LOCATED IN THE CENTER OF A LARGE LOT 800 BY 400 FEET,
 CS3003'AND IS 400 FEET N OF THE S TOWER, AND 400 FEET W OF A N-S GRAVEL
 CS3003'ROAD.  IT IS PAINTED A SOLID RED COLOR, IS 200 FEET HIGH,
 CS3003'AND IS BUILT ON A CONCRETE BASE.  IT IS OF STEEL LATTICE-WORK
 CS3003'CONSTRUCTION AND SUPPORTED BY GUY WIRES, ALSO, IT IS
 CS3003'IMMEDIATELY INCLOSED BY A WHITE WOODEN PICKET FENCE.  THERE ARE
 CS3003'TWO SETS OF RED RUNNING LIGHTS ON TOWER, AND ON TOP, A RED
 CS3003'PULSATING LIGHT.  THE LIGHTING SYSTEM IS UNDER CONTROL OF
 CS3003'THE CIVIL AERONAUTICS AUTHORITY REQUIREMENTS.
 CS3003'
 CS3003'TO REACH FROM THE COURTHOUSE IN FORT WORTH, GO E AND NE
 CS3003'ON HIGHWAYS U.S. 377 AND TEXAS 121 FOR 5.0 MILES TO A POINT
 CS3003'WHERE U.S. 377 TURNS N AND TEXAS 121 CONTINUES NE.  HERE
 CS3003'TURN LEFT ON U.S. 377 AND GO FOR 0.8 MILE TO A GRAVEL ROAD
 CS3003'RIGHT.  TURN RIGHT AND GO FOR 0.3 MILE TO RADIO CONTROL
 CS3003'STATION KFJZ ON LEFT SIDE OF ROAD.
 CS3003
 CS3003                          STATION RECOVERY (1947)
 CS3003
 CS3003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS3003'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE INTERSECTION
 CS3003'OF U.S. HIGHWAY 377 AND STATE HIGHWAY 121 IN HALTOM CITY,
 CS3003'ABOUT 800 FEET NORTH OF THE ROAD LEADING TO THE TRANSMITTER
 CS3003'BUILDING AND 200 FEET SOUTH OF THE NORTH BOUNDARY OF THE
 CS3003'STATION PROPERTY.  IT IS A 202 FOOT STEEL TOWER CONSTRUCTED
 CS3003'IN A LATTICE WORK PATTERN AND PAINTED IN ALTERNATE BANDS
 CS3003'OF RED AND WHITE.  THE RED BANDS ARE ABOUT TWICE AS WIDE AS THE
 CS3003'WHITE.
 CS3003'
 CS3003'THE POINT INTERSECTED WAS THE LAMP ON THE TIP OF THE TOWER.
 CS3003'
 CS3003'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 377 AND STATE
 CS3003'HIGHWAY 121 IN HALTOM CITY GO NORTH ON U.S. HIGHWAY 377 FOR 0.85
 CS3003'MILE TO GRAVEL ROAD LEFT, TURN LEFT HERE AND GO 0.25 MILE
 CS3003'TO ENTRANCE TO TRANSMITTER AREA AND BUILDING.  THE STATION
 CS3003'IS THEN ABOUT 725 FEET TO THE NORTH.
 CS3003
 CS3003                          STATION RECOVERY (1996)
 CS3003
 CS3003'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3003'MARK NOT FOUND.
 CS3003
 CS3003                          STATION RECOVERY (2002)
 CS3003
 CS3003'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS3003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3007 ***********************************************************************
 CS3007  DESIGNATION -  FORT WORTH RAD STA KFJZ S TWR
 CS3007  PID         -  CS3007
 CS3007  STATE/COUNTY-  TX/TARRANT
 CS3007  USGS QUAD   -  HALTOM CITY (1981)
 CS3007
 CS3007                         *CURRENT SURVEY CONTROL
 CS3007  ___________________________________________________________________
 CS3007* NAD 83(1993)-  32 48 51.08249(N)    097 15 35.40685(W)     ADJUSTED  
 CS3007* NAVD 88     -                                                        
 CS3007  ___________________________________________________________________
 CS3007  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 CS3007  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CS3007
 CS3007  HORZ ORDER  -  THIRD
 CS3007
 CS3007.The horizontal coordinates were established by classical geodetic methods
 CS3007.and adjusted by the National Geodetic Survey in February 1996..
 CS3007
 CS3007
 CS3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3007
 CS3007.The geoid height was determined by GEOID03.
 CS3007
 CS3007;                    North         East     Units Scale Factor Converg.
 CS3007;SPC TXNC     - 2,127,933.981   716,123.206   MT  0.99988116   +0 40 35.0
 CS3007;SPC TXNC     - 6,981,396.74  2,349,480.89   sFT  0.99988116   +0 40 35.0
 CS3007;UTM  14      - 3,632,029.192   662,909.242   MT  0.99992725   +0 56 35.6
 CS3007
 CS3007                          SUPERSEDED SURVEY CONTROL
 CS3007
 CS3007  NAD 83(1993)-  32 48 51.08585(N)    097 15 35.39053(W) AD(       ) 4
 CS3007  NAD 83(1986)-  32 48 51.08672(N)    097 15 35.39011(W) AD(       ) 4
 CS3007  NAD 27      -  32 48 50.62500(N)    097 15 34.33800(W) AD(       ) 3
 CS3007
 CS3007.Superseded values are not recommended for survey control.
 CS3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3007.See file dsdata.txt to determine how the superseded data were derived.
 CS3007
 CS3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6290932029(NAD 83)
 CS3007_MARKER: 43 = RADIO/TV TOWER
 CS3007
 CS3007  HISTORY     - Date     Condition        Report By
 CS3007  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS3007  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS3007  HISTORY     - 20020605 MARK NOT FOUND   GEOCAC
 CS3007
 CS3007                          STATION DESCRIPTION
 CS3007
 CS3007'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS3007'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE INTERSECTION
 CS3007'OF U.S. HIGHWAY 377 AND STATE HIGHWAY 121 IN HALTOM CITY,
 CS3007'435 FEET SOUTH OF THE NORTH TOWER AND 365 FEET NORTH OF
 CS3007'THE ROAD LEADING TO THE TRANSMITTER BUILDING.  IT IS A 202
 CS3007'FOOT STEEL TOWER CONSTRUCTED IN A LATTICE WORK PATTERN AND
 CS3007'PAINTED IN ALTERNATE BANDS OF RED AND WHITE.  THE RED BANDS
 CS3007'ARE ABOUT TWICE AS WIDE AS THE WHITE.
 CS3007'
 CS3007'THE POINT INTERSECTED WAS THE LAMP AT THE TIP OF THE TOWER.
 CS3007'
 CS3007'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 377 AND STATE
 CS3007'HIGHWAY 121 IN HALTOM CITY GO NORTH ON U.S. HIGHWAY 377 FOR
 CS3007'0.85 MILE TO GRAVEL ROAD RIGHT.  TURN RIGHT HERE AND GO
 CS3007'0.25 MILE TO ENTRANCE TO TRANSMITTER AREA AND BUILDING ON
 CS3007'RIGHT AND STATION 300 FEET NORTH OF THE BUILDING.
 CS3007
 CS3007                          STATION RECOVERY (1996)
 CS3007
 CS3007'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3007'MARK NOT FOUND.
 CS3007
 CS3007                          STATION RECOVERY (2002)
 CS3007
 CS3007'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS3007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2994 ***********************************************************************
 CS2994  DESIGNATION -  FORT WORTH RALSTON PURINA TK
 CS2994  PID         -  CS2994
 CS2994  STATE/COUNTY-  TX/TARRANT
 CS2994  USGS QUAD   -  HALTOM CITY (1981)
 CS2994
 CS2994                         *CURRENT SURVEY CONTROL
 CS2994  ___________________________________________________________________
 CS2994* NAD 83(1993)-  32 45 39.44362(N)    097 19 13.61392(W)     ADJUSTED  
 CS2994* NAVD 88     -                                                        
 CS2994  ___________________________________________________________________
 CS2994  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 CS2994  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS2994
 CS2994  HORZ ORDER  -  THIRD
 CS2994
 CS2994.The horizontal coordinates were established by classical geodetic methods
 CS2994.and adjusted by the National Geodetic Survey in February 1996..
 CS2994
 CS2994
 CS2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2994
 CS2994.The geoid height was determined by GEOID03.
 CS2994
 CS2994;                    North         East     Units Scale Factor Converg.
 CS2994;SPC TXNC     - 2,121,966.102   710,514.204   MT  0.99988541   +0 38 36.0
 CS2994;SPC TXNC     - 6,961,817.12  2,331,078.68   sFT  0.99988541   +0 38 36.0
 CS2994;UTM  14      - 3,626,035.112   657,327.852   MT  0.99990521   +0 54 32.6
 CS2994
 CS2994                          SUPERSEDED SURVEY CONTROL
 CS2994
 CS2994  NAD 83(1993)-  32 45 39.44768(N)    097 19 13.59683(W) AD(       ) 4
 CS2994  NAD 83(1986)-  32 45 39.44759(N)    097 19 13.59684(W) AD(       ) 4
 CS2994  NAD 27      -  32 45 38.98300(N)    097 19 12.53500(W) AD(       ) 3
 CS2994
 CS2994.Superseded values are not recommended for survey control.
 CS2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2994.See file dsdata.txt to determine how the superseded data were derived.
 CS2994
 CS2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5732826035(NAD 83)
 CS2994_MARKER: 53 = ELEVATED TANK
 CS2994
 CS2994  HISTORY     - Date     Condition        Report By
 CS2994  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2994  HISTORY     - 20020824 MARK NOT FOUND   GEOCAC
 CS2994
 CS2994                          STATION DESCRIPTION
 CS2994
 CS2994'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2994'THIS INTERSECTION STATION IS THE TANK AT THE RALSTON PURINA
 CS2994'COMPANY OF TEXAS, IN FORT WORTH, TEXAS.  THE TANK IS ON
 CS2994'THE TOP OF AN ELEVATOR SHAFT ON THE SE CORNER OF THE MAIN
 CS2994'BUILDING, ABOUT 260 FEET N OF THE CENTER LINE OF E FOURTH
 CS2994'STREET, ABOUT 190 FEET W OF THE CENTER LINE OF KERRIGAN
 CS2994'STREET.  THE TANK WAS ERECTED IN 1913 AND IS QUITE PROMINENT
 CS2994'FROM THE N AND E BUT IS PARTIALLY OR WHOLLY OBSTRUCTED BY
 CS2994'BUILDINGS FROM THE S AND W.  THE BUILDING IS ABOUT 130 FEET
 CS2994'HIGH.  THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 30 FEET HIGH.
 CS2994'THE RED AND WHITE CHECKERED VERTICAL SECTION IS ABOUT 20
 CS2994'FEET HIGH.  THE BLACK CONICAL ROOF IS ABOUT 6 FEET HIGH
 CS2994'AND HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 160
 CS2994'FEET.
 CS2994
 CS2994                          STATION RECOVERY (2002)
 CS2994
 CS2994'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2981 ***********************************************************************
 CS2981  DESIGNATION -  FORT WORTH ROESER ESTATE TOWER
 CS2981  PID         -  CS2981
 CS2981  STATE/COUNTY-  TX/TARRANT
 CS2981  USGS QUAD   -  BENBROOK (1981)
 CS2981
 CS2981                         *CURRENT SURVEY CONTROL
 CS2981  ___________________________________________________________________
 CS2981* NAD 83(1993)-  32 44 39.93345(N)    097 23 26.37105(W)     ADJUSTED  
 CS2981* NAVD 88     -                                                        
 CS2981  ___________________________________________________________________
 CS2981  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CS2981  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CS2981
 CS2981  HORZ ORDER  -  THIRD
 CS2981
 CS2981.The horizontal coordinates were established by classical geodetic methods
 CS2981.and adjusted by the National Geodetic Survey in February 1996..
 CS2981
 CS2981
 CS2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2981
 CS2981.The geoid height was determined by GEOID03.
 CS2981
 CS2981;                    North         East     Units Scale Factor Converg.
 CS2981;SPC TXNC     - 2,120,061.506   703,955.688   MT  0.99988691   +0 36 18.1
 CS2981;SPC TXNC     - 6,955,568.46  2,309,561.29   sFT  0.99988691   +0 36 18.1
 CS2981;UTM  14      - 3,624,100.113   650,778.195   MT  0.99988033   +0 52 14.3
 CS2981
 CS2981                          SUPERSEDED SURVEY CONTROL
 CS2981
 CS2981  NAD 83(1986)-  32 44 39.93697(N)    097 23 26.35398(W) AD(       ) 4
 CS2981  NAD 27      -  32 44 39.46300(N)    097 23 25.28800(W) AD(       ) 3
 CS2981
 CS2981.Superseded values are not recommended for survey control.
 CS2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2981.See file dsdata.txt to determine how the superseded data were derived.
 CS2981
 CS2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5077824100(NAD 83)
 CS2981_MARKER: 54 = WATER TOWER
 CS2981
 CS2981  HISTORY     - Date     Condition        Report By
 CS2981  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2981  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2981  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2981
 CS2981                          STATION DESCRIPTION
 CS2981
 CS2981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2981'THIS INTERSECTION STATION IS THE WATER TOWER ON THE ESTATE OF
 CS2981'CHARLES F. ROESER, IN ARLINGTON HEIGHTS, FORT WORTH, TEXAS.
 CS2981'IT IS ABOUT 175 FEET E OF THE CENTER LINE OF SANGUINETT
 CS2981'AVENUE, ABOUT 45 FEET N OF THE CENTER LINE OF CRESTLINE ROAD.
 CS2981'THE TOWER WAS ERECTED IN 1922, BUT IS NO LONGER USED FOR
 CS2981'WATER STORAGE.  THE TOWER IS FAIRLY PROMINENT.  THE WATER
 CS2981'TOWER IS A GREEN-SHINGLED STRUCTURE ABOUT 12 FEET SQUARE
 CS2981'AND ABOUT 40 FEET HIGH.  THERE IS AN ORNAMENTAL PROJECTING
 CS2981'BALCONY WITH RAIL AROUND THE TOP.  ABOVE THIS TOWER THERE
 CS2981'IS A SMALL TOWER ABOUT 20 FEET HIGH WITH ORNAMENTAL WINDOWS
 CS2981'ON EACH OF ITS EIGHT SIDES.  THE FLAT OCTAGONAL ROOF HAS
 CS2981'PROJECTING EAVES AND A BALL AT ITS APEX.  THE TOTAL HEIGHT
 CS2981'IS ABOUT 65 FEET.
 CS2981
 CS2981                          STATION RECOVERY (1997)
 CS2981
 CS2981'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2981'MARK NOT FOUND.
 CS2981
 CS2981                          STATION RECOVERY (2001)
 CS2981
 CS2981'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3019 ***********************************************************************
 CS3019  DESIGNATION -  FORT WORTH ROSEN HEIGHTS TANK
 CS3019  PID         -  CS3019
 CS3019  STATE/COUNTY-  TX/TARRANT
 CS3019  USGS QUAD   -  LAKE WORTH (1982)
 CS3019
 CS3019                         *CURRENT SURVEY CONTROL
 CS3019  ___________________________________________________________________
 CS3019* NAD 83(1993)-  32 48 17.30361(N)    097 23 09.61674(W)     ADJUSTED  
 CS3019* NAVD 88     -                                                        
 CS3019  ___________________________________________________________________
 CS3019  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 CS3019  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CS3019
 CS3019  HORZ ORDER  -  THIRD
 CS3019
 CS3019.The horizontal coordinates were established by classical geodetic methods
 CS3019.and adjusted by the National Geodetic Survey in February 1996..
 CS3019
 CS3019
 CS3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3019
 CS3019.The geoid height was determined by GEOID03.
 CS3019
 CS3019;                    North         East     Units Scale Factor Converg.
 CS3019;SPC TXNC     - 2,126,761.206   704,320.795   MT  0.99988185   +0 36 27.2
 CS3019;SPC TXNC     - 6,977,549.06  2,310,759.14   sFT  0.99988185   +0 36 27.2
 CS3019;UTM  14      - 3,630,801.415   651,112.156   MT  0.99988157   +0 52 28.5
 CS3019
 CS3019                          SUPERSEDED SURVEY CONTROL
 CS3019
 CS3019  NAD 83(1993)-  32 48 17.30701(N)    097 23 09.60036(W) AD(       ) 4
 CS3019  NAD 83(1986)-  32 48 17.30714(N)    097 23 09.60025(W) AD(       ) 4
 CS3019  NAD 27      -  32 48 16.84345(N)    097 23 08.52871(W) AD(       ) 3
 CS3019
 CS3019.Superseded values are not recommended for survey control.
 CS3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3019.See file dsdata.txt to determine how the superseded data were derived.
 CS3019
 CS3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5111230801(NAD 83)
 CS3019_MARKER: 53 = ELEVATED TANK
 CS3019_SETTING: 0 = UNSPECIFIED SETTING
 CS3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3019+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS3019
 CS3019  HISTORY     - Date     Condition        Report By
 CS3019  HISTORY     - 1953     FIRST OBSERVED   CGS
 CS3019  HISTORY     - 1965     GOOD             CGS
 CS3019  HISTORY     - 1967     GOOD             CGS
 CS3019  HISTORY     - 1976     GOOD             NGS
 CS3019  HISTORY     - 1983     GOOD             NGS
 CS3019  HISTORY     - 19910503 GOOD             USPSQD
 CS3019  HISTORY     - 19960921 GOOD             USPSQD
 CS3019  HISTORY     - 20010217 GOOD             USPSQD
 CS3019  HISTORY     - 20041023 GOOD             USPSQD
 CS3019
 CS3019                          STATION DESCRIPTION
 CS3019
 CS3019'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3019'AN ELLIPSOIDAL TANK OF MORE THAN ONE MILLION GALLONS CAPACITY,
 CS3019'125 FT. HIGH, SUPPORTED ON TWELVE LEGS, IS IN THE NW PART
 CS3019'OF FORT WORTH, IN THE ROSEN HEIGHTS AREA, N OF AZLE AVENUE
 CS3019'AND E OF MC CANDLESS STREET.  IT IS OBSTRUCTION PAINTED,
 CS3019'RED AND WHITE CHECKERED.  THE OBSERVED POINT WAS THE
 CS3019'RED LIGHT AT THE APEX OF THE TANK.
 CS3019
 CS3019                          STATION RECOVERY (1965)
 CS3019
 CS3019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CS3019'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 CS3019'AS DESCRIBED.
 CS3019
 CS3019                          STATION RECOVERY (1967)
 CS3019
 CS3019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3019'THE STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 CS3019'OF TANK IS ADEQUATE EXCEPT FOR COLOR.  TANK IS SILVER AND
 CS3019'RED SECTIONS PAINTED VERTICALLY.
 CS3019'
 CS3019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOW--AT FORT
 CS3019'WORTH, IN ROSEN HEIGHTS AREA.
 CS3019
 CS3019                          STATION RECOVERY (1976)
 CS3019
 CS3019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 CS3019'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS3019'
 CS3019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FT. WORTH IN
 CS3019'ROSEN HEIGHTS AREA.
 CS3019
 CS3019                          STATION RECOVERY (1983)
 CS3019
 CS3019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (APF)
 CS3019'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS3019'
 CS3019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT WORTH IN
 CS3019'ROSEN HEIGHTS AREA.
 CS3019
 CS3019                          STATION RECOVERY (1991)
 CS3019
 CS3019'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS3019'RECOVERED IN GOOD CONDITION.
 CS3019
 CS3019                          STATION RECOVERY (1996)
 CS3019
 CS3019'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3019'RECOVERED IN GOOD CONDITION.
 CS3019
 CS3019                          STATION RECOVERY (2001)
 CS3019
 CS3019'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS3019'RECOVERED IN GOOD CONDITION.
 CS3019
 CS3019                          STATION RECOVERY (2004)
 CS3019
 CS3019'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS3019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2496 ***********************************************************************
 CS2496  DESIGNATION -  FORT WORTH SE BA AZ MK 3 RESET
 CS2496  PID         -  CS2496
 CS2496  STATE/COUNTY-  TX/TARRANT
 CS2496  USGS QUAD   -  HALTOM CITY (1981)
 CS2496
 CS2496                         *CURRENT SURVEY CONTROL
 CS2496  ___________________________________________________________________
 CS2496* NAD 83(1986)-  32 50 30.     (N)    097 20 20.     (W)     SCALED    
 CS2496* NAVD 88     -       206.051  (meters)     676.02   (feet)  ADJUSTED  
 CS2496  ___________________________________________________________________
 CS2496  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS2496  DYNAMIC HT  -         205.809 (meters)     675.23  (feet)  COMP
 CS2496  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 CS2496
 CS2496  VERT ORDER  -  FIRST     CLASS II
 CS2496
 CS2496.The horizontal coordinates were scaled from a topographic map and have
 CS2496.an estimated accuracy of +/- 6 seconds.
 CS2496
 CS2496.The orthometric height was determined by differential leveling
 CS2496.and adjusted by the National Geodetic Survey in June 1991..
 CS2496
 CS2496.The geoid height was determined by GEOID03.
 CS2496
 CS2496.The dynamic height is computed by dividing the NAVD 88
 CS2496.geopotential number by the normal gravity value computed on the
 CS2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2496.degrees latitude (g = 980.6199 gals.).
 CS2496
 CS2496.The modeled gravity was interpolated from observed gravity values.
 CS2496
 CS2496;                    North         East    Units  Estimated Accuracy
 CS2496;SPC TXNC     - 2,130,900.      708,690.      MT  (+/- 180 meters Scaled)
 CS2496
 CS2496                          SUPERSEDED SURVEY CONTROL
 CS2496
 CS2496.No superseded survey control is available for this station.
 CS2496
 CS2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB554349(NAD 83)
 CS2496_MARKER: DZ = AZIMUTH MARK DISK
 CS2496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2496_SP_SET: STORM DRAIN
 CS2496_STAMPING: FORT WORTH SE BASE 1946 1981
 CS2496_MARK LOGO: NGS   
 CS2496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2496+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 CS2496
 CS2496  HISTORY     - Date     Condition        Report By
 CS2496  HISTORY     - 1981     MONUMENTED       NGS
 CS2496  HISTORY     - 1984     GOOD             NGS
 CS2496  HISTORY     - 20020521 GOOD             INDIV
 CS2496
 CS2496                          STATION DESCRIPTION
 CS2496
 CS2496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 CS2496'3.3 KM (2.05 MI) SE FROM SAGINAW.
 CS2496'2.5 KM (1.55 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 CS2496'FROM ITS JUNCTION WITH MC LEROY BOULEVARD IN SAGINAW, THENCE 0.8 KM
 CS2496'(0.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 820, IN TOP OF THE
 CS2496'SOUTHWEST CORNER OF A 15 FT CONCRETE STORM DRAIN, 37.4 METERS
 CS2496'(122.7 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CS2496'HIGHWAY, 27.6 M (90.5 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES
 CS2496'OF A PAVED STREET, AND 6.7 METERS (22.0 FT) SOUTH OF THE CENTER OF A
 CS2496'FRONTAGE ROAD.
 CS2496'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CS2496
 CS2496                          STATION RECOVERY (2002)
 CS2496
 CS2496'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS2496'N097 50.503  W09720.230  WGS-84  GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2014 ***********************************************************************
 CS2014  DESIGNATION -  FORT WORTH SE BASE RM 3
 CS2014  PID         -  CS2014
 CS2014  STATE/COUNTY-  TX/TARRANT
 CS2014  USGS QUAD   -  HALTOM CITY (1981)
 CS2014
 CS2014                         *CURRENT SURVEY CONTROL
 CS2014  ___________________________________________________________________
 CS2014* NAD 83(1986)-  32 50 14.     (N)    097 20 32.     (W)     SCALED    
 CS2014* NAVD 88     -       209.859  (meters)     688.51   (feet)  ADJUSTED  
 CS2014  ___________________________________________________________________
 CS2014  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2014  DYNAMIC HT  -         209.613 (meters)     687.71  (feet)  COMP
 CS2014  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 CS2014
 CS2014  VERT ORDER  -  SECOND    CLASS 0
 CS2014
 CS2014.The horizontal coordinates were scaled from a topographic map and have
 CS2014.an estimated accuracy of +/- 6 seconds.
 CS2014
 CS2014.The orthometric height was determined by differential leveling
 CS2014.and adjusted by the National Geodetic Survey in June 1991..
 CS2014
 CS2014.The geoid height was determined by GEOID03.
 CS2014
 CS2014.The dynamic height is computed by dividing the NAVD 88
 CS2014.geopotential number by the normal gravity value computed on the
 CS2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2014.degrees latitude (g = 980.6199 gals.).
 CS2014
 CS2014.The modeled gravity was interpolated from observed gravity values.
 CS2014
 CS2014;                    North         East    Units  Estimated Accuracy
 CS2014;SPC TXNC     - 2,130,400.      708,380.      MT  (+/- 180 meters Scaled)
 CS2014
 CS2014                          SUPERSEDED SURVEY CONTROL
 CS2014
 CS2014  NGVD 29 (??/??/92)  209.840  (m)          688.45   (f) ADJ UNCH    2 0
 CS2014
 CS2014.Superseded values are not recommended for survey control.
 CS2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2014.See file dsdata.txt to determine how the superseded data were derived.
 CS2014
 CS2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB551344(NAD 83)
 CS2014_MARKER: DR = REFERENCE MARK DISK
 CS2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2014_STAMPING: FT WORTH SE BASE NO 3 1946
 CS2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2014+STABILITY: SURFACE MOTION
 CS2014
 CS2014  HISTORY     - Date     Condition        Report By
 CS2014  HISTORY     - 1962     MONUMENTED       CGS
 CS2014  HISTORY     - 1966     GOOD             NGS
 CS2014  HISTORY     - 1986     MARK NOT FOUND   LOCSUR
 CS2014  HISTORY     - 20021022 MARK NOT FOUND   GEOCAC
 CS2014
 CS2014                          STATION DESCRIPTION
 CS2014
 CS2014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2014'1.5 MI SE FROM SAGINAW.
 CS2014'ABOUT 0.8 MILE EAST ALONG A PAVED ROAD FROM THE LIGHT CRUST FLOUR AND
 CS2014'TEXO FEED MILLS AT SAGINAW, THENCE 0.7 MILE SOUTH ALONG STATE HIGHWAY
 CS2014'156, AT A CROSSING OF THE HIGHWAY AND A RAILROAD, 51 FEET EAST OF THE
 CS2014'CENTER LINE OF THE HIGHWAY, 53 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CS2014'76 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 2 FEET EAST OF A
 CS2014'TELEPHONE POLE, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 CS2014'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 CS2014
 CS2014                          STATION RECOVERY (1986)
 CS2014
 CS2014'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JBA)
 CS2014'MARK NOT FOUND.
 CS2014
 CS2014                          STATION RECOVERY (2002)
 CS2014
 CS2014'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2015 ***********************************************************************
 CS2015  DESIGNATION -  FORT WORTH SE BASE RM 4
 CS2015  PID         -  CS2015
 CS2015  STATE/COUNTY-  TX/TARRANT
 CS2015  USGS QUAD   -  HALTOM CITY (1981)
 CS2015
 CS2015                         *CURRENT SURVEY CONTROL
 CS2015  ___________________________________________________________________
 CS2015* NAD 83(1986)-  32 50 15.     (N)    097 20 32.     (W)     SCALED    
 CS2015* NAVD 88     -       209.811  (meters)     688.35   (feet)  ADJUSTED  
 CS2015  ___________________________________________________________________
 CS2015  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2015  DYNAMIC HT  -         209.565 (meters)     687.55  (feet)  COMP
 CS2015  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 CS2015
 CS2015  VERT ORDER  -  SECOND    CLASS 0
 CS2015
 CS2015.The horizontal coordinates were scaled from a topographic map and have
 CS2015.an estimated accuracy of +/- 6 seconds.
 CS2015
 CS2015.The orthometric height was determined by differential leveling
 CS2015.and adjusted by the National Geodetic Survey in June 1991..
 CS2015
 CS2015.The geoid height was determined by GEOID03.
 CS2015
 CS2015.The dynamic height is computed by dividing the NAVD 88
 CS2015.geopotential number by the normal gravity value computed on the
 CS2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2015.degrees latitude (g = 980.6199 gals.).
 CS2015
 CS2015.The modeled gravity was interpolated from observed gravity values.
 CS2015
 CS2015;                    North         East    Units  Estimated Accuracy
 CS2015;SPC TXNC     - 2,130,430.      708,380.      MT  (+/- 180 meters Scaled)
 CS2015
 CS2015                          SUPERSEDED SURVEY CONTROL
 CS2015
 CS2015  NGVD 29 (??/??/92)  209.792  (m)          688.29   (f) ADJ UNCH    2 0
 CS2015
 CS2015.Superseded values are not recommended for survey control.
 CS2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2015.See file dsdata.txt to determine how the superseded data were derived.
 CS2015
 CS2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB551344(NAD 83)
 CS2015_MARKER: DR = REFERENCE MARK DISK
 CS2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2015_STAMPING: FT WORTH SE BASE NO 4 1946
 CS2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2015+STABILITY: SURFACE MOTION
 CS2015
 CS2015  HISTORY     - Date     Condition        Report By
 CS2015  HISTORY     - 1962     MONUMENTED       CGS
 CS2015  HISTORY     - 1966     GOOD             NGS
 CS2015  HISTORY     - 1986     GOOD             LOCSUR
 CS2015  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS2015  HISTORY     - 20021022 MARK NOT FOUND   GEOCAC
 CS2015
 CS2015                          STATION DESCRIPTION
 CS2015
 CS2015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2015'1.5 MI SE FROM SAGINAW.
 CS2015'ABOUT 0.8 MILE EAST ALONG A PAVED ROAD FROM THE LIGHT CRUST FLOUR AND
 CS2015'TEXO FEED MILLS AT SAGINAW, THENCE 0.7 MILE SOUTH ALONG STATE HIGHWAY
 CS2015'156, AT A CROSSING OF THE HIGHWAY AND A RAILROAD, 46 FEET EAST OF THE
 CS2015'CENTER LINE OF THE HIGHWAY, 82 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY
 CS2015'FENCE, 2 FEET EAST OF A POWER POLE, ABOUT 4 1/2 FEET BELOW THE LEVEL
 CS2015'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 CS2015'THE GROUND.
 CS2015
 CS2015                          STATION RECOVERY (1986)
 CS2015
 CS2015'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JBA)
 CS2015'RECOVERED IN GOOD CONDITION.
 CS2015
 CS2015                          STATION RECOVERY (1995)
 CS2015
 CS2015'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2015'MARK NOT FOUND.
 CS2015
 CS2015                          STATION RECOVERY (2002)
 CS2015
 CS2015'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2497 ***********************************************************************
 CS2497  DESIGNATION -  FORT WORTH SE BASE RESET
 CS2497  PID         -  CS2497
 CS2497  STATE/COUNTY-  TX/TARRANT
 CS2497  USGS QUAD   -  HALTOM CITY (1981)
 CS2497
 CS2497                         *CURRENT SURVEY CONTROL
 CS2497  ___________________________________________________________________
 CS2497* NAD 83(1993)-  32 50 15.13314(N)    097 20 33.89486(W)     ADJUSTED  
 CS2497* NAVD 88     -       209.906  (meters)     688.67   (feet)  ADJUSTED  
 CS2497  ___________________________________________________________________
 CS2497  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 CS2497  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2497  DYNAMIC HT  -         209.660 (meters)     687.86  (feet)  COMP
 CS2497  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 CS2497
 CS2497  HORZ ORDER  -  FIRST
 CS2497  VERT ORDER  -  FIRST     CLASS II
 CS2497
 CS2497.The horizontal coordinates were established by classical geodetic methods
 CS2497.and adjusted by the National Geodetic Survey in February 1996..
 CS2497
 CS2497.The orthometric height was determined by differential leveling
 CS2497.and adjusted by the National Geodetic Survey in June 1991..
 CS2497
 CS2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2497
 CS2497.The geoid height was determined by GEOID03.
 CS2497
 CS2497.The dynamic height is computed by dividing the NAVD 88
 CS2497.geopotential number by the normal gravity value computed on the
 CS2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2497.degrees latitude (g = 980.6199 gals.).
 CS2497
 CS2497.The modeled gravity was interpolated from observed gravity values.
 CS2497
 CS2497;                    North         East     Units Scale Factor Converg.
 CS2497;SPC TXNC     - 2,130,434.187   708,331.397   MT  0.99987956   +0 37 52.2
 CS2497;SPC TXNC     - 6,989,599.50  2,323,917.26   sFT  0.99987956   +0 37 52.2
 CS2497;UTM  14      - 3,634,493.101   655,105.609   MT  0.99989665   +0 53 55.8
 CS2497
 CS2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2497!SPC TXNC     -   0.99997141  x   0.99987956  =   0.99985097
 CS2497!UTM  14      -   0.99997141  x   0.99989665  =   0.99986806
 CS2497
 CS2497:                Primary Azimuth Mark                     Grid Az
 CS2497:SPC TXNC     -  BLUE MOUND WATER TANK                    359 45 06.9
 CS2497:UTM  14      -  BLUE MOUND WATER TANK                    359 29 03.3
 CS2497
 CS2497|---------------------------------------------------------------------|
 CS2497| PID    Reference Object                     Distance      Geod. Az  |
 CS2497|                                                           dddmmss.s |
 CS2497| CX9777 BLUE MOUND WATER TANK                              0002259.1 |
 CS2497| CS2013 FORT WORTH SE BASE RM 2              36.819 METERS 00626     |
 CS2497| AE6868 FORT WORTH SE BASE AZ MK 3                         0392202.5 |
 CS2497| AE6869 FORT WORTH SE BASE RM 5              17.940 METERS 09532     |
 CS2497| CS2012 FORT WORTH SE BASE RM 1              34.594 METERS 15109     |
 CS2497| CS3001 FORT WORTH MEACHAM AIR FLD TWR      APPROX. 2.2 KM 2154259.6 |
 CS2497| CS2014 FORT WORTH SE BASE RM 3              10.700 METERS 21922     |
 CS2497| CS2015 FORT WORTH SE BASE RM 4              18.200 METERS 33201     |
 CS2497| CS2990 FORT WORTH RAD RNG TR CEN           APPROX. 2.5 KM 3361930.1 |
 CS2497| CS3014 SAGINAW GLOBE AIRCRAFT CO TANK      APPROX. 2.6 KM 3550913.9 |
 CS2497| CS2009 FORT WORTH SE BASE AZ                              3551136.2 |
 CS2497| CS2010 FORT WORTH SE BASE AZ MK 2                         3551202.4 |
 CS2497|---------------------------------------------------------------------|
 CS2497
 CS2497                          SUPERSEDED SURVEY CONTROL
 CS2497
 CS2497  NAD 83(1993)-  32 50 15.13606(N)    097 20 33.87895(W) AD(       ) 1
 CS2497  NAD 83(1986)-  32 50 15.13699(N)    097 20 33.87820(W) AD(       ) 1
 CS2497  NAD 27      -  32 50 14.67900(N)    097 20 32.81700(W) AD(       ) 1
 CS2497  NGVD 29 (07/19/86)  209.67   (m)          687.9    (f) LEVELING    3  
 CS2497
 CS2497.Superseded values are not recommended for survey control.
 CS2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2497.See file dsdata.txt to determine how the superseded data were derived.
 CS2497
 CS2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5510634493(NAD 83)
 CS2497_MARKER: DS = TRIANGULATION STATION DISK
 CS2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2497_SP_SET: CONCRETE POST
 CS2497_STAMPING: FORT WORTH SE BASE 1946 1981
 CS2497_MARK LOGO: NGS   
 CS2497_PROJECTION: RECESSED 10 CENTIMETERS
 CS2497_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CS2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2497+STABILITY: SURFACE MOTION
 CS2497
 CS2497  HISTORY     - Date     Condition        Report By
 CS2497  HISTORY     - 1981     MONUMENTED       NGS
 CS2497  HISTORY     - 1984     GOOD             NGS
 CS2497  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS2497  HISTORY     - 20021022 MARK NOT FOUND   GEOCAC
 CS2497
 CS2497                          STATION DESCRIPTION
 CS2497
 CS2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CS2497'STATION MARK AND REFERENCE MARK 4 WERE FOUND IN GOOD CONDITION.  THE
 CS2497'AZIMUTH MARK SET IN 1970 WAS FOUND IN GOOD CONDITION.  THE OTHER TWO
 CS2497'COULD NOT BE FOUND.  THE STATION MARK IS 2 FEET BELOW A ROCK SURFACE
 CS2497'DRIVEWAY.  A NEW SURFACE MARK WAS SET TO HAVE ACCESS TO THE STATION
 CS2497'WITHOUT HAVING TO USE A PNUEMATIC DRILL.  REFERENCE MARK 3 WAS FOUND
 CS2497'DESTROYED SO REFERENCE MARK 5 WAS ESTABLISHED AT THIS TIME.
 CS2497'
 CS2497'THE DISTANCES AND DIRECTIONS CHECKED WITH THE 1970 DATA.
 CS2497'
 CS2497'THE STATION IS LOCATED 3 MILES SOUTHEAST OF SAGINAW, 1 MILE SOUTH OF
 CS2497'BLUE MOUND IN THE NORTHWEST EDGE OF FT WORTH AND ALONG THE EAST SIDE
 CS2497'OF STATE HIGHWAY 156.
 CS2497'
 CS2497'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 820 AND STATE
 CS2497'HIGHWAY 156 IN THE NORTHWEST EDGE OF FT WORTH, GO SOUTH ON STATE
 CS2497'HIGHWAY 156 FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT LEADING TO A GAS
 CS2497'LINE JUNCTION STATION.  THE STATION IS ON THE LEFT IN THE CENTER OF
 CS2497'THE DRIVEWAY.
 CS2497'
 CS2497'STATION MARK IS AN NGS DISK SET IN THE TOP OF A ROUND CONCRETE
 CS2497'MONUMENT 4 INCHES BELOW SURFACE STAMPED---FORT WORTH SE BASE 1946
 CS2497'1981---.  IT IS 75 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 156,
 CS2497'52 FEET WEST OF THE WEST LEG OF A HIGH LINE TRANSMISSION TOWER, 45
 CS2497'FEET NORTHEAST OF A CONCRETE CULVERT AND IN THE CENTER OF THE
 CS2497'DRIVEWAY.
 CS2497'
 CS2497'REFERENCE MARK 4 IS A CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 CS2497'MONUMENT 2 INCHES BELOW SURFACE AND STAMPED---FORT WORTH SE BASE NO 4
 CS2497'1946---.  IT IS 46 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 156,
 CS2497'15 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 2 FEET EAST OF A POWER
 CS2497'LINE POLE.
 CS2497'
 CS2497'REFERENCE MARK 5 IS A PRECAST ALUMINUM MARKER SET FLUSH WITH THE
 CS2497'SURFACE STAMPED---FORT WORTH SE BASE NO 5 1981---.  IT IS 52 FEET
 CS2497'NORTH OF A POWER LINE POLE, 42 FEET NORTHEAST OF THE CENTER OF THE
 CS2497'DRIVEWAY AND 3.2 FEET WEST OF THE WEST LEG OF THE HIGH LINE
 CS2497'TRANSMISSION TOWER.
 CS2497'
 CS2497'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A CONCRETE SLAB
 CS2497'THAT IS PART OF AN INLET TO THE DRAIN SYSTEM.  THE DISK IS
 CS2497'STAMPED---FORT WORTH SE BASE 1946 1970---.  IT IS 21 FEET SOUTH OF
 CS2497'THE CENTER OF A FRONTAGE ROAD, 3.5 FEET SOUTH OF THE CURB AND SET IN
 CS2497'THE SOUTHWEST CORNER OF THE SLAB.
 CS2497'
 CS2497'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON STATE HIGHWAY 156
 CS2497'TO INTERSTATE 820 AND THE FRONTAGE ROAD ON THE RIGHT.  TURN RIGHT ON
 CS2497'THE FRONTAGE ROAD AND GO EAST FOR 0.25 MILE TO A NEW BOULEVARD BEING
 CS2497'BUILT AND THE MARK ON THE RIGHT AS DESCRIBED.
 CS2497
 CS2497                          STATION RECOVERY (1984)
 CS2497
 CS2497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS2497'3.2 KM (2.0 MI) SE FROM SAGINAW.
 CS2497'3.2 KM (2.0 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 CS2497'FROM ITS JUNCTION WITH MC LEROY BOULEVARD IN SAGINAW, IN THE CENTER OF
 CS2497'A GRAVELED DRIVEWAY LEADING TO A SUBSTATION, 16.7 METERS (54.8 FT)
 CS2497'NORTHEAST OF THE CENTERLINE OF HASLET ROAD, AND 14.0 METERS (45.9 FT)
 CS2497'NORTHEAST OF A UTILITY POLE.
 CS2497'THE MARK IS 0.6 M BELOW THE TRACKS.
 CS2497
 CS2497                          STATION RECOVERY (1990)
 CS2497
 CS2497'RECOVERY NOTE BY US POWER SQUADRON 1990 (LTS)
 CS2497'MARK NOT FOUND.
 CS2497
 CS2497                          STATION RECOVERY (2002)
 CS2497
 CS2497'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2935 ***********************************************************************
 CS2935  DESIGNATION -  FORT WORTH ST JOSE INFIRM CUP
 CS2935  PID         -  CS2935
 CS2935  STATE/COUNTY-  TX/TARRANT
 CS2935  USGS QUAD   -  FORT WORTH (1981)
 CS2935
 CS2935                         *CURRENT SURVEY CONTROL
 CS2935  ___________________________________________________________________
 CS2935* NAD 83(1993)-  32 43 41.51622(N)    097 19 32.41580(W)     ADJUSTED  
 CS2935* NAVD 88     -                                                        
 CS2935  ___________________________________________________________________
 CS2935  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 CS2935  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS2935
 CS2935  HORZ ORDER  -  THIRD
 CS2935
 CS2935.The horizontal coordinates were established by classical geodetic methods
 CS2935.and adjusted by the National Geodetic Survey in February 1996..
 CS2935
 CS2935
 CS2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2935
 CS2935.The geoid height was determined by GEOID03.
 CS2935
 CS2935;                    North         East     Units Scale Factor Converg.
 CS2935;SPC TXNC     - 2,118,328.441   710,065.500   MT  0.99988846   +0 38 25.7
 CS2935;SPC TXNC     - 6,949,882.56  2,329,606.56   sFT  0.99988846   +0 38 25.7
 CS2935;UTM  14      - 3,622,395.348   656,895.991   MT  0.99990354   +0 54 19.5
 CS2935
 CS2935                          SUPERSEDED SURVEY CONTROL
 CS2935
 CS2935  NAD 83(1986)-  32 43 41.52002(N)    097 19 32.39843(W) AD(       ) 4
 CS2935  NAD 27      -  32 43 41.04800(N)    097 19 31.34300(W) AD(       ) 3
 CS2935
 CS2935.Superseded values are not recommended for survey control.
 CS2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2935.See file dsdata.txt to determine how the superseded data were derived.
 CS2935
 CS2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5689622395(NAD 83)
 CS2935_MARKER: 86 = CUPOLA
 CS2935
 CS2935  HISTORY     - Date     Condition        Report By
 CS2935  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2935  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS2935
 CS2935                          STATION DESCRIPTION
 CS2935
 CS2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2935'THIS INTERSECTION STATION IS THE CUPOLA ON THE SCHOOL OF
 CS2935'NURSING, ST. JOSEPHS INFIRMARY, IN FORT WORTH, TEXAS.  IT
 CS2935'IS ABOUT 175 FEET E OF THE CENTER LINE OF S MAIN STREET,
 CS2935'AND ABOUT 435 FEET N OF ALLEN STREET.  THE CUPOLA IS ON
 CS2935'A RED-BRICK BUILDING, S OF THE MAIN BUILDING.  THE CUPOLA
 CS2935'WAS ERECTED IN 1908 AND IS QUITE PROMINENT FROM ALL DIRECTIONS
 CS2935'EXCEPT THE N, WHERE IT IS PARTIALLY OBSTRUCTED BY THE MAIN
 CS2935'BUILDING.
 CS2935'
 CS2935'THE BUILDING ON WHICH THE CUPOLA SETS IS ABOUT 60 FEET HIGH.
 CS2935'THE BASE OF THE CUPOLA IS ABOUT 30 FEET HIGH, OF WOOD, GREY
 CS2935'IN COLOR, AND HAS LARGE ARCHED GLASS WINDOWS ALL THE WAY
 CS2935'AROUND.  ABOVE THIS THERE IS A LARGE ARCHED OPENING WITH
 CS2935'TWO SMALLER ARCHED OPENINGS, ONE ON EACH SIDE, ON EACH SIDE OF
 CS2935'THE CUPOLA.  THE ROOF IS A FOUR-SIDED PYRAMIDAL BLACK STRUCTURE
 CS2935'ABOUT 10 FEET HIGH.  THERE IS A 3-FOOT GREY CROSS AT THE APEX
 CS2935'AND ABOVE THIS THERE IS A WEATHER VANE.  THE TOTAL HEIGHT
 CS2935'IS ABOUT 105 FEET.
 CS2935
 CS2935                          STATION RECOVERY (2001)
 CS2935
 CS2935'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2935'BUILDING IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2966 ***********************************************************************
 CS2966  DESIGNATION -  FORT WORTH ST JOSEPH INFIRM TK
 CS2966  PID         -  CS2966
 CS2966  STATE/COUNTY-  TX/TARRANT
 CS2966  USGS QUAD   -  FORT WORTH (1981)
 CS2966
 CS2966                         *CURRENT SURVEY CONTROL
 CS2966  ___________________________________________________________________
 CS2966* NAD 83(1993)-  32 43 40.46047(N)    097 19 28.88551(W)     ADJUSTED  
 CS2966* NAVD 88     -                                                        
 CS2966  ___________________________________________________________________
 CS2966  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 CS2966  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 CS2966
 CS2966  HORZ ORDER  -  THIRD
 CS2966
 CS2966.The horizontal coordinates were established by classical geodetic methods
 CS2966.and adjusted by the National Geodetic Survey in February 1996..
 CS2966
 CS2966
 CS2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2966
 CS2966.The geoid height was determined by GEOID03.
 CS2966
 CS2966;                    North         East     Units Scale Factor Converg.
 CS2966;SPC TXNC     - 2,118,296.952   710,157.771   MT  0.99988849   +0 38 27.6
 CS2966;SPC TXNC     - 6,949,779.25  2,329,909.29   sFT  0.99988849   +0 38 27.6
 CS2966;UTM  14      - 3,622,364.286   656,988.408   MT  0.99990390   +0 54 21.4
 CS2966
 CS2966                          SUPERSEDED SURVEY CONTROL
 CS2966
 CS2966  NAD 83(1986)-  32 43 40.46433(N)    097 19 28.86821(W) AD(       ) 4
 CS2966  NAD 27      -  32 43 39.99400(N)    097 19 27.81800(W) AD(       ) 3
 CS2966
 CS2966.Superseded values are not recommended for survey control.
 CS2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2966.See file dsdata.txt to determine how the superseded data were derived.
 CS2966
 CS2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5698822364(NAD 83)
 CS2966_MARKER: 53 = ELEVATED TANK
 CS2966
 CS2966  HISTORY     - Date     Condition        Report By
 CS2966  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2966  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2966  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS2966
 CS2966                          STATION DESCRIPTION
 CS2966
 CS2966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2966'THIS INTERSECTION STATION IS THE TANK AT THE ST. JOSEPHS
 CS2966'INFIRMARY, IN FORT WORTH, TEXAS.  THE TANK IS ABOUT 80 FEET
 CS2966'S OF THE POWER HOUSE, ABOUT 140 FEET SE OF THE SE CORNER
 CS2966'OF THE NURSES HOME, ABOUT 615 FEET E OF S MAIN STREET, AND
 CS2966'ABOUT 385 FEET N OF THE VIADUCT WHERE ALLEN STREET CROSSES
 CS2966'THE MISSOURI, KANSAS AND TEXAS RAILROAD.  THE TANK WAS ERECTED
 CS2966'IN 1915 AND IS FAIRLY PROMINENT.
 CS2966'
 CS2966'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 110 FEET HIGH.
 CS2966'THE SILVER OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.
 CS2966'THE VERTICAL SECTION IS SILVER IN COLOR, HAS A CATWALK AND RAIL
 CS2966'AROUND ITS BASE, AND IS ABOUT 30 FEET HIGH.  THE STEEP SILVER
 CS2966'CONICAL ROOF IS ABOUT 5 FEET HIGH, AND HAS A BALL AT ITS
 CS2966'APEX.  THE TOTAL HEIGHT IS ABOUT 145 FEET.
 CS2966
 CS2966                          STATION RECOVERY (1997)
 CS2966
 CS2966'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2966'MARK NOT FOUND.
 CS2966
 CS2966                          STATION RECOVERY (2001)
 CS2966
 CS2966'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2966'TANK GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2944 ***********************************************************************
 CS2944  DESIGNATION -  FORT WORTH ST MARYS ASSUMP CUP
 CS2944  PID         -  CS2944
 CS2944  STATE/COUNTY-  TX/TARRANT
 CS2944  USGS QUAD   -  FORT WORTH (1981)
 CS2944
 CS2944                         *CURRENT SURVEY CONTROL
 CS2944  ___________________________________________________________________
 CS2944* NAD 83(1993)-  32 43 49.63431(N)    097 19 49.36642(W)     ADJUSTED  
 CS2944* NAVD 88     -                                                        
 CS2944  ___________________________________________________________________
 CS2944  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 CS2944  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS2944
 CS2944  HORZ ORDER  -  THIRD
 CS2944
 CS2944.The horizontal coordinates were established by classical geodetic methods
 CS2944.and adjusted by the National Geodetic Survey in February 1996..
 CS2944
 CS2944
 CS2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2944
 CS2944.The geoid height was determined by GEOID03.
 CS2944
 CS2944;                    North         East     Units Scale Factor Converg.
 CS2944;SPC TXNC     - 2,118,573.556   709,621.423   MT  0.99988824   +0 38 16.5
 CS2944;SPC TXNC     - 6,950,686.74  2,328,149.62   sFT  0.99988824   +0 38 16.5
 CS2944;UTM  14      - 3,622,638.410   656,450.779   MT  0.99990182   +0 54 10.5
 CS2944
 CS2944                          SUPERSEDED SURVEY CONTROL
 CS2944
 CS2944  NAD 83(1986)-  32 43 49.63817(N)    097 19 49.34912(W) AD(       ) 4
 CS2944  NAD 27      -  32 43 49.15800(N)    097 19 48.29800(W) AD(       ) 3
 CS2944
 CS2944.Superseded values are not recommended for survey control.
 CS2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2944.See file dsdata.txt to determine how the superseded data were derived.
 CS2944
 CS2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5645122638(NAD 83)
 CS2944_MARKER: 86 = CUPOLA
 CS2944
 CS2944  HISTORY     - Date     Condition        Report By
 CS2944  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2944  HISTORY     - 19960921 GOOD             USPSQD
 CS2944  HISTORY     - 20010201 GOOD             USPSQD
 CS2944
 CS2944                          STATION DESCRIPTION
 CS2944
 CS2944'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2944'THIS INTERSECTION STATION IS THE CUPOLA ON THE NE CORNER
 CS2944'OF CHURCH OF ST. MARYS OF THE ASSUMPTION, IN FORT WORTH,
 CS2944'TEXAS.  IT IS ABOUT 65 FEET W OF THE CENTER LINE OF S JENNINGS
 CS2944'STREET, AND ABOUT 70 FEET S OF THE CENTER LINE OF MAGNOLIA
 CS2944'STREET.  THE CHURCH WAS ERECTED IN 1924.  THE CUPOLA IS
 CS2944'FAIRLY PROMINENT.
 CS2944'
 CS2944'THE BASE OF THE CUPOLA IS A SQUARE RED-BRICK TOWER AS HIGH
 CS2944'AS THE CHURCH, OR ABOUT 60 FEET.  THERE IS A WHITE COPING
 CS2944'AROUND THE TOP OF THE TOWER.  THE CUPOLA IS MADE OF RED-BRICK
 CS2944'AND IS ABOUT 35 FEET HIGH.  IT HAS TWO ARCHED OPENINGS ON EACH
 CS2944'SIDE.  THE FLAT FOUR-SIDED PYRAMIDAL SHINGLED ROOF IS ABOUT
 CS2944'8 FEET HIGH AND HAS A BROWN CROSS AT ITS APEX.  THE TOTAL
 CS2944'HEIGHT IS ABOUT 95 FEET.
 CS2944
 CS2944                          STATION RECOVERY (1996)
 CS2944
 CS2944'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2944'RECOVERED IN GOOD CONDITION.
 CS2944
 CS2944                          STATION RECOVERY (2001)
 CS2944
 CS2944'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2939 ***********************************************************************
 CS2939  DESIGNATION -  FORT WORTH STEEL MACH CO TK
 CS2939  PID         -  CS2939
 CS2939  STATE/COUNTY-  TX/TARRANT
 CS2939  USGS QUAD   -  FORT WORTH (1981)
 CS2939
 CS2939                         *CURRENT SURVEY CONTROL
 CS2939  ___________________________________________________________________
 CS2939* NAD 83(1993)-  32 41 44.46290(N)    097 21 11.44896(W)     ADJUSTED  
 CS2939* NAVD 88     -                                                        
 CS2939  ___________________________________________________________________
 CS2939  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 CS2939  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS2939
 CS2939  HORZ ORDER  -  THIRD
 CS2939
 CS2939.The horizontal coordinates were established by classical geodetic methods
 CS2939.and adjusted by the National Geodetic Survey in February 1996..
 CS2939
 CS2939
 CS2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2939
 CS2939.The geoid height was determined by GEOID03.
 CS2939
 CS2939;                    North         East     Units Scale Factor Converg.
 CS2939;SPC TXNC     - 2,114,694.697   707,526.625   MT  0.99989180   +0 37 31.7
 CS2939;SPC TXNC     - 6,937,960.85  2,321,276.94   sFT  0.99989180   +0 37 31.7
 CS2939;UTM  14      - 3,618,749.886   654,373.904   MT  0.99989386   +0 53 23.1
 CS2939
 CS2939                          SUPERSEDED SURVEY CONTROL
 CS2939
 CS2939  NAD 83(1986)-  32 41 44.46659(N)    097 21 11.43146(W) AD(       ) 4
 CS2939  NAD 27      -  32 41 43.99700(N)    097 21 10.37100(W) AD(       ) 3
 CS2939
 CS2939.Superseded values are not recommended for survey control.
 CS2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2939.See file dsdata.txt to determine how the superseded data were derived.
 CS2939
 CS2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5437418750(NAD 83)
 CS2939_MARKER: 53 = ELEVATED TANK
 CS2939
 CS2939  HISTORY     - Date     Condition        Report By
 CS2939  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2939  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2939
 CS2939                          STATION DESCRIPTION
 CS2939
 CS2939'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2939'THIS INTERSECTION STATION IS THE TANK OF THE FORT WORTH
 CS2939'STEEL AND MACHINERY COMPANY, IN FORT WORTH, TEXAS.  IT IS
 CS2939'ABOUT 65 FEET W OF MC CART AVENUE, ABOUT 55 FEET N OF THE
 CS2939'W END OF RIPY STREET, AND ABOUT 280 FEET S OF THE MAIN
 CS2939'BUILDING.  THE TANK WAS ERECTED IN 1918 AND IS QUITE PROMINENT.
 CS2939'
 CS2939'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 120 FEET HIGH.
 CS2939'THE BLACK OVAL SECTION EXTENDS DOWNWARD ABOUT 20 FEET.
 CS2939'THE SILVER VERTICAL SECTION IS ABOUT 35 FEET HIGH AND HAS
 CS2939'A CATWALK AND RAIL AROUND ITS BASE.  THE CONICAL ROOF
 CS2939'IS SILVER IN COLOR, ABOUT 5 FEET HIGH, AND HAS A BALL AT ITS
 CS2939'APEX.  THE TOTAL HEIGHT IS ABOUT 160 FEET.
 CS2939
 CS2939                          STATION RECOVERY (2001)
 CS2939
 CS2939'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2999 ***********************************************************************
 CS2999  DESIGNATION -  FORT WORTH TARRANT CO CTHSE TR
 CS2999  PID         -  CS2999
 CS2999  STATE/COUNTY-  TX/TARRANT
 CS2999  USGS QUAD   -  HALTOM CITY (1981)
 CS2999
 CS2999                         *CURRENT SURVEY CONTROL
 CS2999  ___________________________________________________________________
 CS2999* NAD 83(1993)-  32 45 26.85875(N)    097 19 59.39901(W)     ADJUSTED  
 CS2999* NAVD 88     -                                                        
 CS2999  ___________________________________________________________________
 CS2999  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 CS2999  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS2999
 CS2999  HORZ ORDER  -  THIRD
 CS2999
 CS2999.The horizontal coordinates were established by classical geodetic methods
 CS2999.and adjusted by the National Geodetic Survey in February 1996..
 CS2999
 CS2999
 CS2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2999
 CS2999.The geoid height was determined by GEOID03.
 CS2999
 CS2999;                    North         East     Units Scale Factor Converg.
 CS2999;SPC TXNC     - 2,121,565.179   709,326.980   MT  0.99988572   +0 38 11.0
 CS2999;SPC TXNC     - 6,960,501.76  2,327,183.60   sFT  0.99988572   +0 38 11.0
 CS2999;UTM  14      - 3,625,628.680   656,142.479   MT  0.99990063   +0 54 07.5
 CS2999
 CS2999                          SUPERSEDED SURVEY CONTROL
 CS2999
 CS2999  NAD 83(1993)-  32 45 26.86268(N)    097 19 59.38206(W) AD(       ) 4
 CS2999  NAD 83(1986)-  32 45 26.86268(N)    097 19 59.38197(W) AD(       ) 4
 CS2999  NAD 27      -  32 45 26.38900(N)    097 19 58.32300(W) AD(       ) 3
 CS2999
 CS2999.Superseded values are not recommended for survey control.
 CS2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2999.See file dsdata.txt to determine how the superseded data were derived.
 CS2999
 CS2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5614225629(NAD 83)
 CS2999_MARKER: 55 = TOWER
 CS2999
 CS2999  HISTORY     - Date     Condition        Report By
 CS2999  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2999  HISTORY     - 1959     GOOD             CGS
 CS2999  HISTORY     - 1965     GOOD             CGS
 CS2999  HISTORY     - 1979     GOOD             LOCSUR
 CS2999  HISTORY     - 19910501 GOOD             USPSQD
 CS2999  HISTORY     - 20020610 GOOD             INDIV
 CS2999
 CS2999                          STATION DESCRIPTION
 CS2999
 CS2999'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2999'THIS INTERSECTION STATION IS THE TOWER ON THE TARRANT COUNTY
 CS2999'COURTHOUSE, IN FORT WORTH, TEXAS.  IT IS ON THE CENTER OF
 CS2999'THE BUILDING, ABOUT 160 FEET NW OF THE END OF MAIN STREET
 CS2999'AND THE CENTER LINE OF WEATHERFORD STREET, ABOUT 220 FEET
 CS2999'SW OF THE CENTER LINE OF COMMERCE STREET, ABOUT 150 FEET NE
 CS2999'OF THE CENTER LINE OF HOUSTON STREET.  THE BUILDING WAS
 CS2999'COMPLETED IN 1895 AND THE TOWER IS VERY PROMINENT.  THE
 CS2999'TOWER IS ON THE GREY STONE COURTHOUSE, WHICH IS ABOUT 80
 CS2999'FEET HIGH.  THE LOWER PART OF THE TOWER IS A GREY STONE
 CS2999'STRUCTURE WITH AN ARCHED LOUVRED OPENING ON EACH SIDE, AND
 CS2999'A ROUND PILLAR ON EACH SIDE OF EACH OPENING.  THIS SECTION
 CS2999'IS ABOUT 25 FEET HIGH.  ABOVE THIS THERE IS A SMALLER SILVER TOWER
 CS2999'ABOUT 20 FEET HIGH WITH A BLACK CLOCK DIAL ON EACH SIDE.
 CS2999'THE ROOF OF THE TOWER IS A SILVER DOME ABOUT 12 FEET
 CS2999'HIGH.  FROM THE CENTER OF THE DOME AN OCTAGONAL PEDESTAL
 CS2999'ABOUT 4 FEET HIGH RISES.  THIS HAS A SEMI-SPHERICAL TOP
 CS2999'AND A BALL AT ITS APEX.  FROM THE BALL A FLAGSTAFF RISES
 CS2999'ABOUT 8 FEET.  THE TOTAL HEIGHT IS ABOUT 150 FEET.  THE
 CS2999'ENTIRE DOME IS COVERED WITH ELECTRIC BULBS.  THE BULBS
 CS2999'ARE ILLUMINATED AT NIGHT.  THE DOME IS WHITE AND THE
 CS2999'PEDESTAL IS RED IN COLOR.
 CS2999
 CS2999                          STATION RECOVERY (1959)
 CS2999
 CS2999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CS2999'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 CS2999'THE 1935 DESCRIPTION IS VERY GOOD.
 CS2999
 CS2999                          STATION RECOVERY (1965)
 CS2999
 CS2999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CS2999'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 CS2999'AS DESCRIBED.
 CS2999
 CS2999                          STATION RECOVERY (1979)
 CS2999
 CS2999'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2999'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2999'
 CS2999'DISTANCE AND DIRECTION FROM NEAREST TOWN--FORT WORTH.
 CS2999
 CS2999                          STATION RECOVERY (1991)
 CS2999
 CS2999'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS2999'RECOVERED IN GOOD CONDITION.
 CS2999
 CS2999                          STATION RECOVERY (2002)
 CS2999
 CS2999'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS2999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2996 ***********************************************************************
 CS2996  DESIGNATION -  FORT WORTH TEX WATER CO SW TK
 CS2996  PID         -  CS2996
 CS2996  STATE/COUNTY-  TX/TARRANT
 CS2996  USGS QUAD   -  HALTOM CITY (1981)
 CS2996
 CS2996                         *CURRENT SURVEY CONTROL
 CS2996  ___________________________________________________________________
 CS2996* NAD 83(1993)-  32 45 13.68256(N)    097 22 19.30342(W)     ADJUSTED  
 CS2996* NAVD 88     -                                                        
 CS2996  ___________________________________________________________________
 CS2996  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 CS2996  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CS2996
 CS2996  HORZ ORDER  -  THIRD
 CS2996
 CS2996.The horizontal coordinates were established by classical geodetic methods
 CS2996.and adjusted by the National Geodetic Survey in February 1996..
 CS2996
 CS2996
 CS2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2996
 CS2996.The geoid height was determined by GEOID03.
 CS2996
 CS2996;                    North         East     Units Scale Factor Converg.
 CS2996;SPC TXNC     - 2,121,119.578   705,690.256   MT  0.99988605   +0 36 54.7
 CS2996;SPC TXNC     - 6,959,039.82  2,315,252.11   sFT  0.99988605   +0 36 54.7
 CS2996;UTM  14      - 3,625,166.214   652,507.833   MT  0.99988680   +0 52 51.4
 CS2996
 CS2996                          SUPERSEDED SURVEY CONTROL
 CS2996
 CS2996  NAD 83(1993)-  32 45 13.68620(N)    097 22 19.28630(W) AD(       ) 4
 CS2996  NAD 83(1986)-  32 45 13.68620(N)    097 22 19.28641(W) AD(       ) 4
 CS2996  NAD 27      -  32 45 13.22600(N)    097 22 18.22300(W) AD(       ) 3
 CS2996
 CS2996.Superseded values are not recommended for survey control.
 CS2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2996.See file dsdata.txt to determine how the superseded data were derived.
 CS2996
 CS2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5250825166(NAD 83)
 CS2996_MARKER: 53 = ELEVATED TANK
 CS2996
 CS2996  HISTORY     - Date     Condition        Report By
 CS2996  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2996
 CS2996                          STATION DESCRIPTION
 CS2996
 CS2996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2996'THIS INTERSECTION STATION IS THE TANK OF THE TEXAS ARTESIAN
 CS2996'WATER COMPANY, LOCATED AT 5TH AND HASKELL STREETS, IN FORT
 CS2996'WORTH, TEXAS.  THE TANK IS ABOUT 165 FEET N OF THE CENTER
 CS2996'LINE OF W 5TH STREET, ABOUT 105 FEET E OF THE CENTER LINE OF
 CS2996'HASKELL STREET.  THE TANK IS EXCEPTIONALLY PROMINENT.  IT
 CS2996'WAS ERECTED IN 1931.  THE TANK IS AN ALL-SILVER STRUCTURE
 CS2996'WITH FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE OVAL SECTION
 CS2996'EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL SECTION IS
 CS2996'ABOUT 40 FEET HIGH, WITH A CATWALK AND RAIL AROUND ITS BASE
 CS2996'AND THE WORDS TEXAS ARTESIAN WATER COMPANY PAINTED IN BLACK
 CS2996'ON THE S SIDE.  THE FLAT CONICAL ROOF HAS PROJECTING EAVES
 CS2996'AND A BALL AT THE APEX.  THE TOTAL HEIGHT IS ABOUT 135
 CS2996'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3009 ***********************************************************************
 CS3009  DESIGNATION -  FORT WORTH TEX WATER CO TANK
 CS3009  PID         -  CS3009
 CS3009  STATE/COUNTY-  TX/TARRANT
 CS3009  USGS QUAD   -  HALTOM CITY (1981)
 CS3009
 CS3009                         *CURRENT SURVEY CONTROL
 CS3009  ___________________________________________________________________
 CS3009* NAD 83(1993)-  32 47 08.37184(N)    097 18 37.58028(W)     ADJUSTED  
 CS3009* NAVD 88     -                                                        
 CS3009  ___________________________________________________________________
 CS3009  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 CS3009  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CS3009
 CS3009  HORZ ORDER  -  THIRD
 CS3009
 CS3009.The horizontal coordinates were established by classical geodetic methods
 CS3009.and adjusted by the National Geodetic Survey in February 1996..
 CS3009
 CS3009
 CS3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3009
 CS3009.The geoid height was determined by GEOID03.
 CS3009
 CS3009;                    North         East     Units Scale Factor Converg.
 CS3009;SPC TXNC     - 2,124,715.678   711,420.940   MT  0.99988333   +0 38 55.6
 CS3009;SPC TXNC     - 6,970,838.02  2,334,053.53   sFT  0.99988333   +0 38 55.6
 CS3009;UTM  14      - 3,628,788.930   658,221.833   MT  0.99990869   +0 54 54.3
 CS3009
 CS3009                          SUPERSEDED SURVEY CONTROL
 CS3009
 CS3009  NAD 83(1993)-  32 47 08.37594(N)    097 18 37.56349(W) AD(       ) 4
 CS3009  NAD 83(1986)-  32 47 08.37582(N)    097 18 37.56343(W) AD(       ) 4
 CS3009  NAD 27      -  32 47 07.90900(N)    097 18 36.50200(W) AD(       ) 3
 CS3009
 CS3009.Superseded values are not recommended for survey control.
 CS3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3009.See file dsdata.txt to determine how the superseded data were derived.
 CS3009
 CS3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5822228789(NAD 83)
 CS3009_MARKER: 53 = ELEVATED TANK
 CS3009
 CS3009  HISTORY     - Date     Condition        Report By
 CS3009  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS3009  HISTORY     - 20020607 MARK NOT FOUND   INDIV
 CS3009
 CS3009                          STATION DESCRIPTION
 CS3009
 CS3009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS3009'THIS INTERSECTION STATION IS THE TALL SILVER TANK OF THE
 CS3009'TEXAS ARTESIAN WATER COMPANY, AT DAISY LANE AND MAPLELEAF
 CS3009'AVENUE, IN FORT WORTH, TEXAS.  THE TANK IS ABOUT 140 FEET
 CS3009'E OF THE CENTER LINE OF MAPLELEAF AVENUE, ABOUT 115 FEET S OF
 CS3009'THE CENTER LINE OF DAISY LANE, AND ABOUT 0.15 MILE W OF
 CS3009'SYLVANIA AVENUE.  THE TANK WAS ERECTED IN 1917 AND IS VERY
 CS3009'PROMINENT.  THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 100 FEET
 CS3009'HIGH.  THE OVAL SECTION EXTENDS DOWNWARD ABOUT 20 FEET FROM
 CS3009'THE CATWALK, AND FROM ITS CENTER A FEEDPIPE JACKET EXTENDS
 CS3009'DOWNWARD TO THE ROOF OF A WOODEN PUMPHOUSE.  THE VERTICAL
 CS3009'SECTION IS ABOUT 35 FEET HIGH, HAS A CATWALK AND RAIL
 CS3009'AROUND ITS BASE, AND THE WORDS TEXAS ARTESIAN WATER COMPANY
 CS3009'PAINTED IN BLACK ON ITS E SIDE.  THE FLAT CONICAL ROOF HAS
 CS3009'A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 140 FEET.
 CS3009
 CS3009                          STATION RECOVERY (2002)
 CS3009
 CS3009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS3009'WATER TOWER NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3011 ***********************************************************************
 CS3011  DESIGNATION -  FORT WORTH TEX WATER CO S TANK
 CS3011  PID         -  CS3011
 CS3011  STATE/COUNTY-  TX/TARRANT
 CS3011  USGS QUAD   -  HALTOM CITY (1981)
 CS3011
 CS3011                         *CURRENT SURVEY CONTROL
 CS3011  ___________________________________________________________________
 CS3011* NAD 83(1993)-  32 46 28.29856(N)    097 18 15.40751(W)     ADJUSTED  
 CS3011* NAVD 88     -                                                        
 CS3011  ___________________________________________________________________
 CS3011  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 CS3011  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS3011
 CS3011  HORZ ORDER  -  THIRD
 CS3011
 CS3011.The horizontal coordinates were established by classical geodetic methods
 CS3011.and adjusted by the National Geodetic Survey in February 1996..
 CS3011
 CS3011
 CS3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3011
 CS3011.The geoid height was determined by GEOID03.
 CS3011
 CS3011;                    North         East     Units Scale Factor Converg.
 CS3011;SPC TXNC     - 2,123,487.965   712,011.860   MT  0.99988425   +0 39 07.7
 CS3011;SPC TXNC     - 6,966,810.10  2,335,992.24   sFT  0.99988425   +0 39 07.7
 CS3011;UTM  14      - 3,627,563.943   658,818.465   MT  0.99991102   +0 55 05.3
 CS3011
 CS3011                          SUPERSEDED SURVEY CONTROL
 CS3011
 CS3011  NAD 83(1993)-  32 46 28.30277(N)    097 18 15.39056(W) AD(       ) 4
 CS3011  NAD 83(1986)-  32 46 28.30257(N)    097 18 15.39057(W) AD(       ) 4
 CS3011  NAD 27      -  32 46 27.83700(N)    097 18 14.33200(W) AD(       ) 3
 CS3011
 CS3011.Superseded values are not recommended for survey control.
 CS3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3011.See file dsdata.txt to determine how the superseded data were derived.
 CS3011
 CS3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5881827564(NAD 83)
 CS3011_MARKER: 53 = ELEVATED TANK
 CS3011
 CS3011  HISTORY     - Date     Condition        Report By
 CS3011  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS3011  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS3011
 CS3011                          STATION DESCRIPTION
 CS3011
 CS3011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS3011'THIS INTERSECTION STATION IS THE SILVER TANK OF THE TEXAS
 CS3011'ARTESIAN WATER COMPANY, AT CHANDLER AND LAMAR STREETS,
 CS3011'IN FORT WORTH, TEXAS.  THE TANK IS ABOUT 240 FEET W OF THE
 CS3011'CENTER LINE OF CHANDLER STREET, ABOUT 170 FEET N OF THE
 CS3011'CENTER LINE OF LAMAR STREET.  THE TANK WAS ERECTED IN 1920, AND
 CS3011'IS VERY PROMINENT.  THE TANK HAS FOUR TRUSSWORK LEGS, ABOUT
 CS3011'120 FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD ABOUT
 CS3011'25 FEET.  THE VERTICAL SECTION IS ABOUT 45 FEET HIGH, HAS
 CS3011'A CATWALK AND RAIL AROUND ITS BASE, AND THE WORDS TEXAS
 CS3011'ARTESIAN WATER COMPANY PAINTED IN BLACK ON THE S SIDE.
 CS3011'THE FLAT CONICAL ROOF IS ABOUT 3 FEET HIGH AND HAS A BALL
 CS3011'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 170 FEET.
 CS3011
 CS3011                          STATION RECOVERY (1996)
 CS3011
 CS3011'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2989 ***********************************************************************
 CS2989  DESIGNATION -  FORT WORTH TEXAS ELEC SERV STK
 CS2989  PID         -  CS2989
 CS2989  STATE/COUNTY-  TX/TARRANT
 CS2989  USGS QUAD   -  HALTOM CITY (1981)
 CS2989
 CS2989                         *CURRENT SURVEY CONTROL
 CS2989  ___________________________________________________________________
 CS2989* NAD 83(1993)-  32 45 39.84785(N)    097 20 10.72609(W)     ADJUSTED  
 CS2989* NAVD 88     -                                                        
 CS2989  ___________________________________________________________________
 CS2989  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 CS2989  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS2989
 CS2989  HORZ ORDER  -  THIRD
 CS2989
 CS2989.The horizontal coordinates were established by classical geodetic methods
 CS2989.and adjusted by the National Geodetic Survey in February 1996..
 CS2989
 CS2989
 CS2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2989
 CS2989.The geoid height was determined by GEOID03.
 CS2989
 CS2989;                    North         East     Units Scale Factor Converg.
 CS2989;SPC TXNC     - 2,121,961.975   709,027.756   MT  0.99988540   +0 38 04.8
 CS2989;SPC TXNC     - 6,961,803.58  2,326,201.90   sFT  0.99988540   +0 38 04.8
 CS2989;UTM  14      - 3,626,024.090   655,841.414   MT  0.99989947   +0 54 01.7
 CS2989
 CS2989                          SUPERSEDED SURVEY CONTROL
 CS2989
 CS2989  NAD 83(1993)-  32 45 39.85097(N)    097 20 10.70868(W) AD(       ) 4
 CS2989  NAD 83(1986)-  32 45 39.85169(N)    097 20 10.70907(W) AD(       ) 4
 CS2989  NAD 27      -  32 45 39.38800(N)    097 20 09.65200(W) AD(       ) 3
 CS2989
 CS2989.Superseded values are not recommended for survey control.
 CS2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2989.See file dsdata.txt to determine how the superseded data were derived.
 CS2989
 CS2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5584126024(NAD 83)
 CS2989_MARKER: 63 = STACK
 CS2989
 CS2989  HISTORY     - Date     Condition        Report By
 CS2989  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2989  HISTORY     - 1946     GOOD             CGS
 CS2989  HISTORY     - 1959     GOOD             CGS
 CS2989  HISTORY     - 19910503 MARK NOT FOUND   USPSQD
 CS2989
 CS2989                          STATION DESCRIPTION
 CS2989
 CS2989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2989'STATION IS THE TALLEST OF 3 STACKS AT THE POWER PLANT OF THE
 CS2989'TEXAS ELECTRIC SERVICE COMPANY IN FORT WORTH, TEXAS.  THE
 CS2989'STACK IS AT THE NW END OF THE POWER HOUSE, ABOUT 180 FEET SW
 CS2989'OF THE MAIN STREET VIADUCT, ABOUT 220 FEET NE OF HOUSTON STREET,
 CS2989'AND ABOUT 0.3 MILE SE OF THIRD STREET.  THE STACK WAS ERECTED
 CS2989'IN 1926 AND IS EXCEPTIONALLY PROMINENT.
 CS2989'
 CS2989'THE STACK IS MADE OF YELLOW BRICK.  ITS DIAMETER AT THE
 CS2989'BASE IS ABOUT 24 FEET, AND AT THE TOP ABOUT 12 FEET.
 CS2989'THERE IS A SLIGHT FLAIR AT THE TOP.  THE TOTAL HEIGHT IS
 CS2989'326 FEET.
 CS2989
 CS2989                          STATION RECOVERY (1946)
 CS2989
 CS2989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS2989'THIS IS A LARGE STACK BUILT OF CONCRETE, ABOUT 150 FEET
 CS2989'HIGH, AND ABOUT 12 FEET IN DIAMETER AT THE BASE, NARROWING
 CS2989'GRADUALLY AT THE TOP TO ABOUT 6 FEET IN DIAMETER.  IT IS
 CS2989'NATURAL CONCRETE COLOR.  STACK IS LOCATED AT THE NW END OF
 CS2989'A VIADUCT, AT THE N END OF THE TEXAS ELECTRIC SERVICE COMPANY
 CS2989'BUILDING, AND AT THE W SIDE OF A MESH-WIRE ENCLOSED YARD.
 CS2989'ALSO ABOUT 50 FEET E OF A MESH-WIRE FENCE AND A LARGE SCRAP
 CS2989'YARD.
 CS2989'
 CS2989'TO REACH FROM THE COURTHOUSE IN FORT WORTH, GO N ON HIGHWAY
 CS2989'U.S. 81 FOR 0.35 MILE TO N END OF VIADUCT.  HERE MAKE A
 CS2989'SHARP LEFT TURN AND FOLLOW THE BASE OF THE VIADUCT TO STACK.
 CS2989'IT IS THE TALLEST OF THREE STACKS.
 CS2989
 CS2989                          STATION RECOVERY (1959)
 CS2989
 CS2989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CS2989'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 CS2989'THE 1935 DESCRIPTION DESCRIBES THIS STACK AS BEING MADE OF
 CS2989'YELLOW BRICK.  THE STACK WHICH WAS RECOVERED IS MADE OF
 CS2989'REINFORCED CONCRETE, AND WAS BUILT IN 1921.  A TALK WITH
 CS2989'THE PLANT MANAGER REVEALED THAT THERE NEVER WAS A YELLOW
 CS2989'BRICK STACK IN THIS AREA.  THE SIZE OF THIS STACK AND THE
 CS2989'REFERENCE DISTANCES TO NEARBY STREETS CHECK THE 1935
 CS2989'DESCRIPTION, EXCEPT THAT THIRD STREET IN THE ORIGINAL
 CS2989'DESCRIPTION SHOULD HAVE BEEN FIFTH STREET.  IN 1951 A
 CS2989'FOURTH STACK WAS BUILT AT THIS PLANT, WEST OF THE STATION.
 CS2989'CHANGE THE 1935 DESCRIPTION TO READ AS FOLLOWS--
 CS2989'
 CS2989'THIS INTERSECTION IS THE TALLEST OF FOUR STACKS AT THE POWER
 CS2989'PLANT OF THE TEXAS ELECTRIC SERVICE COMPANY IN FORT WORTH,
 CS2989'TEXAS.  THE STACK IS AT THE NW END OF THE POWER HOUSE, ABOUT
 CS2989'180 FEET SW OF THE MAIN STREET VIADUCT, ABOUT 220 FEET NE
 CS2989'OF HOUSTON STREET, AND ABOUT 1000 FEET SE OF 4TH STREET.
 CS2989'THE STACK WAS ERECTED IN 1921, AND IS MADE OF REINFORCED
 CS2989'CONCRETE.  ITS DIAMETER AT THE BASE IS ABOUT 24 FEET AND AT THE
 CS2989'TOP ABOUT 12 FEET.  THERE IS A SLIGHT FLAIR AT THE TOP.  THE
 CS2989'TOTAL HEIGHT IS 326 FEET.
 CS2989
 CS2989                          STATION RECOVERY (1991)
 CS2989
 CS2989'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS2989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2942 ***********************************************************************
 CS2942  DESIGNATION -  FORT WORTH TEXAS PAC SHOPS STK
 CS2942  PID         -  CS2942
 CS2942  STATE/COUNTY-  TX/TARRANT
 CS2942  USGS QUAD   -  FORT WORTH (1981)
 CS2942
 CS2942                         *CURRENT SURVEY CONTROL
 CS2942  ___________________________________________________________________
 CS2942* NAD 83(1993)-  32 43 38.21726(N)    097 22 02.80021(W)     ADJUSTED  
 CS2942* NAVD 88     -                                                        
 CS2942  ___________________________________________________________________
 CS2942  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 CS2942  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS2942
 CS2942  HORZ ORDER  -  THIRD
 CS2942
 CS2942.The horizontal coordinates were established by classical geodetic methods
 CS2942.and adjusted by the National Geodetic Survey in February 1996..
 CS2942
 CS2942
 CS2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2942
 CS2942.The geoid height was determined by GEOID03.
 CS2942
 CS2942;                    North         East     Units Scale Factor Converg.
 CS2942;SPC TXNC     - 2,118,183.844   706,151.479   MT  0.99988855   +0 37 03.7
 CS2942;SPC TXNC     - 6,949,408.16  2,316,765.31   sFT  0.99988855   +0 37 03.7
 CS2942;UTM  14      - 3,622,232.647   652,982.652   MT  0.99988859   +0 52 58.1
 CS2942
 CS2942                          SUPERSEDED SURVEY CONTROL
 CS2942
 CS2942  NAD 83(1986)-  32 43 38.22086(N)    097 22 02.78296(W) AD(       ) 4
 CS2942  NAD 27      -  32 43 37.76300(N)    097 22 01.72200(W) AD(       ) 3
 CS2942
 CS2942.Superseded values are not recommended for survey control.
 CS2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2942.See file dsdata.txt to determine how the superseded data were derived.
 CS2942
 CS2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5298322233(NAD 83)
 CS2942_MARKER: 63 = STACK
 CS2942
 CS2942  HISTORY     - Date     Condition        Report By
 CS2942  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2942  HISTORY     - 1959     GOOD             CGS
 CS2942  HISTORY     - 19910501 MARK NOT FOUND   USPSQD
 CS2942
 CS2942                          STATION DESCRIPTION
 CS2942
 CS2942'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2942'THIS INTERSECTION STATION IS THE STACK AT THE TEXAS AND
 CS2942'PACIFIC RAILROAD SHOPS, KNOWN AS THE LANCASTER SHOPS, IN
 CS2942'FORT WORTH, TEXAS.  IT IS ABOUT 1,000 FEET S OF GRANBURY
 CS2942'AVENUE, S FROM DEGARY STREET, AT THE NE CORNER OF THE
 CS2942'POWER HOUSE.  THE STACK WAS ERECTED IN 1929 AND IS VERY
 CS2942'PROMINENT.
 CS2942'
 CS2942'THE TALL TAPERING STACK IS MADE OF CONCRETE.  IT IS 24 FEET
 CS2942'IN DIAMETER AT THE BASE AND 10 FEET IN DIAMETER AT THE TOP.
 CS2942'IT HAS BLACK TRIANGLES AROUND THE TOP AND A BELL TOP.  IT
 CS2942'IS 185 FEET HIGH.
 CS2942
 CS2942                          STATION RECOVERY (1959)
 CS2942
 CS2942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CS2942'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 CS2942'THE 1935 DESCRIPTION IS ADEQUATE, WITH THE FOLLOWING EXCEPTIONS--
 CS2942'CRANBURY AVENUE IS NOW VICKERY BLVD.  THE TRIANGLES NEAR
 CS2942'THE TOP OF THE STACK ARE NO LONGER BLACK, BUT THEY CAN STILL
 CS2942'BE EASILY SEEN.  THESE TRIANGLES ARE JUST BELOW THE POINT
 CS2942'WHERE THE TOP OF THE STACK BEGINS TO FLAIR OUT.
 CS2942
 CS2942                          STATION RECOVERY (1991)
 CS2942
 CS2942'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS2942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2950 ***********************************************************************
 CS2950  DESIGNATION -  FORT WORTH TEXAS PACIFIC RR TK
 CS2950  PID         -  CS2950
 CS2950  STATE/COUNTY-  TX/TARRANT
 CS2950  USGS QUAD   -  FORT WORTH (1981)
 CS2950
 CS2950                         *CURRENT SURVEY CONTROL
 CS2950  ___________________________________________________________________
 CS2950* NAD 83(1993)-  32 44 45.38740(N)    097 19 18.99721(W)     ADJUSTED  
 CS2950* NAVD 88     -                                                        
 CS2950  ___________________________________________________________________
 CS2950  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 CS2950  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS2950
 CS2950  HORZ ORDER  -  THIRD
 CS2950
 CS2950.The horizontal coordinates were established by classical geodetic methods
 CS2950.and adjusted by the National Geodetic Survey in February 1996..
 CS2950
 CS2950
 CS2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2950
 CS2950.The geoid height was determined by GEOID03.
 CS2950
 CS2950;                    North         East     Units Scale Factor Converg.
 CS2950;SPC TXNC     - 2,120,299.591   710,392.778   MT  0.99988677   +0 38 33.0
 CS2950;SPC TXNC     - 6,956,349.57  2,330,680.31   sFT  0.99988677   +0 38 33.0
 CS2950;UTM  14      - 3,624,368.024   657,214.149   MT  0.99990477   +0 54 28.3
 CS2950
 CS2950                          SUPERSEDED SURVEY CONTROL
 CS2950
 CS2950  NAD 83(1986)-  32 44 45.39131(N)    097 19 18.98005(W) AD(       ) 4
 CS2950  NAD 27      -  32 44 44.92400(N)    097 19 17.93000(W) AD(       ) 3
 CS2950
 CS2950.Superseded values are not recommended for survey control.
 CS2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2950.See file dsdata.txt to determine how the superseded data were derived.
 CS2950
 CS2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5721424368(NAD 83)
 CS2950_MARKER: 53 = ELEVATED TANK
 CS2950
 CS2950  HISTORY     - Date     Condition        Report By
 CS2950  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2950  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2950  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS2950
 CS2950                          STATION DESCRIPTION
 CS2950
 CS2950'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2950'THIS INTERSECTION STATION IS THE HUGE SQUAT TANK OF THE
 CS2950'TEXAS AND PACIFIC RAILROAD COMPANY, JONES STREET AND E LANCASTER
 CS2950'AVENUE, FORT WORTH, TEXAS.  IT IS ABOUT 140 FEET S OF THE
 CS2950'CENTER LINE OF E LANCASTER AVENUE, ABOUT W OF THE W RAIL
 CS2950'OF THE ATCHISON TOPEKA SANTA FE RAILROAD TRACKS, AND ABOUT
 CS2950'410 FEET SE OF THE END OF JONES STREET.  THE TANK WAS ERECTED
 CS2950'IN 1911.  IT IS NOT ESPECIALLY PROMINENT.
 CS2950'
 CS2950'THE ENTIRE TANK IS BLACK IN COLOR.  IT HAS SIX TRUSSWORK
 CS2950'LEGS ABOUT 50 FEET HIGH.  THE OVAL SECTION IS ABOUT 25 FEET.
 CS2950'THE VERTICAL SECTION IS ABOUT 35 FEET AND HAS A RED DIAMOND
 CS2950'AND ADVERTISING FOR TEXAS AND PACIFIC TRAINS PAINTED ON THE
 CS2950'SIDES.  THERE IS A LOW RAIL AROUND THE TOP.  THE TANK IS SO
 CS2950'LARGE THAT IT WAS NECESSARY TO COMPUTE THE GEOMETRIC CENTER
 CS2950'FROM TANGENT SHOTS.  THE TOTAL HEIGHT IS ABOUT 85 FEET.
 CS2950
 CS2950                          STATION RECOVERY (1997)
 CS2950
 CS2950'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2950'MARK NOT FOUND.
 CS2950
 CS2950                          STATION RECOVERY (2001)
 CS2950
 CS2950'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS2950'TANK GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2955 ***********************************************************************
 CS2955  DESIGNATION -  FORT WORTH TEXAS WATER CO TANK
 CS2955  PID         -  CS2955
 CS2955  STATE/COUNTY-  TX/TARRANT
 CS2955  USGS QUAD   -  FORT WORTH (1981)
 CS2955
 CS2955                         *CURRENT SURVEY CONTROL
 CS2955  ___________________________________________________________________
 CS2955* NAD 83(1993)-  32 41 38.17559(N)    097 17 04.87215(W)     ADJUSTED  
 CS2955* NAVD 88     -                                                        
 CS2955  ___________________________________________________________________
 CS2955  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 CS2955  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS2955
 CS2955  HORZ ORDER  -  THIRD
 CS2955
 CS2955.The horizontal coordinates were established by classical geodetic methods
 CS2955.and adjusted by the National Geodetic Survey in February 1996..
 CS2955
 CS2955
 CS2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2955
 CS2955.The geoid height was determined by GEOID03.
 CS2955
 CS2955;                    North         East     Units Scale Factor Converg.
 CS2955;SPC TXNC     - 2,114,573.248   713,950.591   MT  0.99989199   +0 39 46.2
 CS2955;SPC TXNC     - 6,937,562.40  2,342,352.90   sFT  0.99989199   +0 39 46.2
 CS2955;UTM  14      - 3,618,658.047   660,798.454   MT  0.99991883   +0 55 36.2
 CS2955
 CS2955                          SUPERSEDED SURVEY CONTROL
 CS2955
 CS2955  NAD 83(1986)-  32 41 38.17973(N)    097 17 04.85455(W) AD(       ) 4
 CS2955  NAD 27      -  32 41 37.70000(N)    097 17 03.80000(W) AD(       ) 3
 CS2955
 CS2955.Superseded values are not recommended for survey control.
 CS2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2955.See file dsdata.txt to determine how the superseded data were derived.
 CS2955
 CS2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6079818658(NAD 83)
 CS2955_MARKER: 53 = ELEVATED TANK
 CS2955
 CS2955  HISTORY     - Date     Condition        Report By
 CS2955  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2955  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2955
 CS2955                          STATION DESCRIPTION
 CS2955
 CS2955'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2955'THE STATION IS LOCATED ABOUT 7 MILES SOUTH AND EAST OF THE
 CS2955'FT. WORTH POST OFFICE IN THE SECTION OF TOWN FORMERLY TRUELAND.
 CS2955'IT IS A SILVER PAINTED WOODEN TANK SET ON 4 STEEL LEGS AND
 CS2955'THE OVERALL HEIGHT IS ABOUT 60 FEET.
 CS2955'
 CS2955'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2955'
 CS2955'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 287 JUST
 CS2955'EAST OF THE FT. WORTH POST OFFICE GO SOUTH AND EAST ON U.S.
 CS2955'HIGHWAY 287 FOR 6.5 MILES TO A MAGNOLIA OIL STATION AND
 CS2955'JUNCTION WITH WICHITA AVE. ON THE LEFT.  TURN LEFT ON WICHITA
 CS2955'AVE. AND GO 0.9 MILE TO TIMBERLINE DRIVE ON LEFT AND METHODIST
 CS2955'CHURCH ON RIGHT.  TURN LEFT AND GO 0.2 MILE TO WATER CO.
 CS2955'PROPERTY ENTRANCE ON LEFT.  TURN LEFT AND GO 0.1 MILE TO
 CS2955'STATION ON RIGHT.
 CS2955
 CS2955                          STATION RECOVERY (1997)
 CS2955
 CS2955'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3012 ***********************************************************************
 CS3012  DESIGNATION -  FORT WORTH TRADERS OIL MILL TK
 CS3012  PID         -  CS3012
 CS3012  STATE/COUNTY-  TX/TARRANT
 CS3012  USGS QUAD   -  HALTOM CITY (1981)
 CS3012
 CS3012                         *CURRENT SURVEY CONTROL
 CS3012  ___________________________________________________________________
 CS3012* NAD 83(1993)-  32 45 57.94050(N)    097 17 35.64161(W)     ADJUSTED  
 CS3012* NAVD 88     -                                                        
 CS3012  ___________________________________________________________________
 CS3012  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 CS3012  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CS3012
 CS3012  HORZ ORDER  -  THIRD
 CS3012
 CS3012.The horizontal coordinates were established by classical geodetic methods
 CS3012.and adjusted by the National Geodetic Survey in February 1996..
 CS3012
 CS3012
 CS3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3012
 CS3012.The geoid height was determined by GEOID03.
 CS3012
 CS3012;                    North         East     Units Scale Factor Converg.
 CS3012;SPC TXNC     - 2,122,564.766   713,057.324   MT  0.99988497   +0 39 29.4
 CS3012;SPC TXNC     - 6,963,781.24  2,339,422.24   sFT  0.99988497   +0 39 29.4
 CS3012;UTM  14      - 3,626,645.580   659,868.231   MT  0.99991515   +0 55 26.1
 CS3012
 CS3012                          SUPERSEDED SURVEY CONTROL
 CS3012
 CS3012  NAD 83(1993)-  32 45 57.94472(N)    097 17 35.62450(W) AD(       ) 4
 CS3012  NAD 83(1986)-  32 45 57.94458(N)    097 17 35.62460(W) AD(       ) 4
 CS3012  NAD 27      -  32 45 57.46700(N)    097 17 34.56700(W) AD(       ) 3
 CS3012
 CS3012.Superseded values are not recommended for survey control.
 CS3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3012.See file dsdata.txt to determine how the superseded data were derived.
 CS3012
 CS3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5986826646(NAD 83)
 CS3012_MARKER: 53 = ELEVATED TANK
 CS3012
 CS3012  HISTORY     - Date     Condition        Report By
 CS3012  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS3012  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS3012
 CS3012                          STATION DESCRIPTION
 CS3012
 CS3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS3012'THIS INTERSECTION STATION IS THE SILVER TANK OF THE TRADERS
 CS3012'OIL MILL COMPANY, ON THE N SIDE OF E FIRST STREET, IN FORT
 CS3012'WORTH, TEXAS.  IT IS ABOUT 410 FEET N OF THE CENTER LINE OF
 CS3012'E FIRST STREET, ABOUT 215 FEET E OF THE MAIN BUILDING, AND
 CS3012'ABOUT 0.25 MILE E OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 CS3012'RAILROAD AT THE E FIRST STREET CROSSING.  THE TANK WAS ERECTED
 CS3012'IN 1915 AND IS QUITE PROMINENT.  THE TANK HAS FOUR TRUSSWORK
 CS3012'LEGS ABOUT 90 FEET HIGH.  THE OVAL SECTION IS ABOUT 10 FEET
 CS3012'AND HAS A CAGE AROUND ITS BOTTOM.  THE VERTICAL SECTION IS
 CS3012'ABOUT 25 FEET HIGH, HAS A CATWALK AND RAIL AROUND ITS BASE,
 CS3012'AND THE WORDS, TRADERS OIL MILL COMPANY, RIVERSIDE PLANT
 CS3012'PAINTED IN BLACK ON ITS S SIDE.  THE FLAT CONICAL ROOF HAS
 CS3012'A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 120 FEET.
 CS3012
 CS3012                          STATION RECOVERY (1996)
 CS3012
 CS3012'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2898 ***********************************************************************
 CS2898  DESIGNATION -  FORT WORTH TV STA KFJZ TOWER
 CS2898  PID         -  CS2898
 CS2898  STATE/COUNTY-  TX/TARRANT
 CS2898  USGS QUAD   -  HURST (1981)
 CS2898
 CS2898                         *CURRENT SURVEY CONTROL
 CS2898  ___________________________________________________________________
 CS2898* NAD 83(1993)-  32 45 42.80069(N)    097 14 41.34028(W)     ADJUSTED  
 CS2898* NAVD 88     -                                                        
 CS2898  ___________________________________________________________________
 CS2898  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 CS2898  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS2898
 CS2898  HORZ ORDER  -  THIRD
 CS2898
 CS2898.The horizontal coordinates were established by classical geodetic methods
 CS2898.and adjusted by the National Geodetic Survey in February 1996..
 CS2898
 CS2898
 CS2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2898
 CS2898.The geoid height was determined by GEOID03.
 CS2898
 CS2898;                    North         East     Units Scale Factor Converg.
 CS2898;SPC TXNC     - 2,122,151.612   717,598.691   MT  0.99988533   +0 41 04.5
 CS2898;SPC TXNC     - 6,962,425.75  2,354,321.71   sFT  0.99988533   +0 41 04.5
 CS2898;UTM  14      - 3,626,253.468   664,411.642   MT  0.99993332   +0 57 00.1
 CS2898
 CS2898                          SUPERSEDED SURVEY CONTROL
 CS2898
 CS2898  NAD 83(1993)-  32 45 42.80555(N)    097 14 41.32303(W) AD(       ) 4
 CS2898  NAD 83(1986)-  32 45 42.80496(N)    097 14 41.32329(W) AD(       ) 4
 CS2898  NAD 27      -  32 45 42.34000(N)    097 14 40.26600(W) AD(       ) 3
 CS2898
 CS2898.Superseded values are not recommended for survey control.
 CS2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2898.See file dsdata.txt to determine how the superseded data were derived.
 CS2898
 CS2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6441226253(NAD 83)
 CS2898_MARKER: 43 = RADIO/TV TOWER
 CS2898
 CS2898  HISTORY     - Date     Condition        Report By
 CS2898  HISTORY     - 1955     FIRST OBSERVED   CGS
 CS2898  HISTORY     - 1965     GOOD             CGS
 CS2898  HISTORY     - 1967     GOOD             CGS
 CS2898  HISTORY     - 1979     GOOD             LOCSUR
 CS2898  HISTORY     - 19910501 MARK NOT FOUND   USPSQD
 CS2898
 CS2898                          STATION DESCRIPTION
 CS2898
 CS2898'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CS2898'THIS INTERSECTION STATION HAS NO DESCRIPTION.  HOWEVER THE
 CS2898'PUBLISHED COORDINATES WERE USED IN A THREE POINT FIX WHICH
 CS2898'CHECKED THE POSITION.  A DESCRIPTION IS AS FOLLOWS--STATION
 CS2898'IS THE TOP OF AN 1,100 FOOT HIGH TV TOWER LOCATED ABOUT 5-1/2
 CS2898'MILES EAST OF DOWNTOWN FT WORTH ALONG THE DALLAS-FT WORTH
 CS2898'TURNPIKE (INTERSTATE 20).  TO REACH FROM DOWNTOWN FT WORTH
 CS2898'GO EAST ALONG THE E-W FREEWAY (HWY 80- INTERSTATE 20),
 CS2898'FOLLOWING THE SIGNS MARKED DALLAS-FT WORTH TURNPIKE.  EXIT FROM
 CS2898'THE PIKE AT THE MEADOWBROOK EXIT AND PROCEED EAST ALONG
 CS2898'THE SERVICE ROAD TO THE FIRST UNDERPASS, TURN LEFT AND
 CS2898'PROCEED UNDER THE PIKE TO THE SERVICE ROAD ON THE NORTH
 CS2898'SIDE OF THE PIKE.  TURN EAST (RIGHT) ON THE SERVICE ROA
 CS2898'AND PROCEED TO THE STATION.  THE STATION IS NO LONGER
 CS2898'KNOWN AS KFJZ.  THE TOWER IS NOW USED FOR TV STATION
 CS2898'KTVT.  THE TOWER IS ONE OF TWO SUCH PROMINENT TOWERS,
 CS2898'BEING ABOUT 1-1/2 MILES EAST OF THE WBAP TOWER.
 CS2898
 CS2898                          STATION RECOVERY (1967)
 CS2898
 CS2898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS2898'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY D.V.S.
 CS2898'IN 1965.
 CS2898'
 CS2898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST OF
 CS2898'FORT WORTH.
 CS2898
 CS2898                          STATION RECOVERY (1979)
 CS2898
 CS2898'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2898'INTERSECTION STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 CS2898'
 CS2898'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 CS2898'DOWNTOWN FORT WORTH.
 CS2898
 CS2898                          STATION RECOVERY (1991)
 CS2898
 CS2898'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS2898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2979 ***********************************************************************
 CS2979  DESIGNATION -  FORT WORTH TV STA KTVT TOWER
 CS2979  PID         -  CS2979
 CS2979  STATE/COUNTY-  TX/TARRANT
 CS2979  USGS QUAD   -  BENBROOK (1981)
 CS2979
 CS2979                         *CURRENT SURVEY CONTROL
 CS2979  ___________________________________________________________________
 CS2979* NAD 83(1993)-  32 43 56.33296(N)    097 23 31.08509(W)     ADJUSTED  
 CS2979* NAVD 88     -                                                        
 CS2979  ___________________________________________________________________
 CS2979  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 CS2979  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CS2979
 CS2979  HORZ ORDER  -  THIRD
 CS2979
 CS2979.The horizontal coordinates were established by classical geodetic methods
 CS2979.and adjusted by the National Geodetic Survey in February 1996..
 CS2979
 CS2979
 CS2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2979
 CS2979.The geoid height was determined by GEOID03.
 CS2979
 CS2979;                    North         East     Units Scale Factor Converg.
 CS2979;SPC TXNC     - 2,118,717.302   703,847.149   MT  0.99988806   +0 36 15.5
 CS2979;SPC TXNC     - 6,951,158.35  2,309,205.19   sFT  0.99988806   +0 36 15.5
 CS2979;UTM  14      - 3,622,755.430   650,675.886   MT  0.99987995   +0 52 10.7
 CS2979
 CS2979                          SUPERSEDED SURVEY CONTROL
 CS2979
 CS2979  NAD 83(1986)-  32 43 56.33655(N)    097 23 31.06812(W) AD(       ) 4
 CS2979  NAD 27      -  32 43 55.86576(N)    097 23 30.00246(W) AD(       ) 3
 CS2979
 CS2979.Superseded values are not recommended for survey control.
 CS2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2979.See file dsdata.txt to determine how the superseded data were derived.
 CS2979
 CS2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5067622755(NAD 83)
 CS2979_MARKER: 43 = RADIO/TV TOWER
 CS2979
 CS2979  HISTORY     - Date     Condition        Report By
 CS2979  HISTORY     - 1967     FIRST OBSERVED   CGS
 CS2979  HISTORY     - 19910501 MARK NOT FOUND   USPSQD
 CS2979
 CS2979                          STATION DESCRIPTION
 CS2979
 CS2979'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS2979'THE STATION IS LOCATED ALONG INTERSTATE HIGHWAY 20, AT THE SOUTH
 CS2979'SIDE OF WEST ROSEDALE STREET AND BETWEEN ELDRIDGE STREET AND
 CS2979'SANGUINET STREET.  THE TOWER IS A 4-LEGGED STEEL STRUCTURE
 CS2979'SUPPORTING 3 METAL DISC AND AN ANTENNA, PAINTED RED AND WHITE,
 CS2979'AND IS ABOUT 150 FEET IN HEIGHT OVER ALL.  THE TOP CENTER OF
 CS2979'TOWER WAS POINT INTERSECTED.
 CS2979
 CS2979                          STATION RECOVERY (1991)
 CS2979
 CS2979'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS2979'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3013 ***********************************************************************
 CS3013  DESIGNATION -  FORT WORTH TV STA WBAP TOWER
 CS3013  PID         -  CS3013
 CS3013  STATE/COUNTY-  TX/TARRANT
 CS3013  USGS QUAD   -  HALTOM CITY (1981)
 CS3013
 CS3013                         *CURRENT SURVEY CONTROL
 CS3013  ___________________________________________________________________
 CS3013* NAD 83(1993)-  32 45 01.70170(N)    097 16 07.74538(W)     ADJUSTED  
 CS3013* NAVD 88     -                                                        
 CS3013  ___________________________________________________________________
 CS3013  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 CS3013  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS3013
 CS3013  HORZ ORDER  -  THIRD
 CS3013
 CS3013.The horizontal coordinates were established by classical geodetic methods
 CS3013.and adjusted by the National Geodetic Survey in February 1996..
 CS3013
 CS3013
 CS3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3013
 CS3013.The geoid height was determined by GEOID03.
 CS3013
 CS3013;                    North         East     Units Scale Factor Converg.
 CS3013;SPC TXNC     - 2,120,859.155   715,364.927   MT  0.99988635   +0 40 17.3
 CS3013;SPC TXNC     - 6,958,185.41  2,346,993.10   sFT  0.99988635   +0 40 17.3
 CS3013;UTM  14      - 3,624,950.622   662,183.793   MT  0.99992435   +0 56 12.3
 CS3013
 CS3013                          SUPERSEDED SURVEY CONTROL
 CS3013
 CS3013  NAD 83(1993)-  32 45 01.70606(N)    097 16 07.72824(W) AD(       ) 4
 CS3013  NAD 83(1986)-  32 45 01.70587(N)    097 16 07.72823(W) AD(       ) 4
 CS3013  NAD 27      -  32 45 01.23700(N)    097 16 06.67600(W) AD(       ) 3
 CS3013
 CS3013.Superseded values are not recommended for survey control.
 CS3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3013.See file dsdata.txt to determine how the superseded data were derived.
 CS3013
 CS3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6218424951(NAD 83)
 CS3013_MARKER: 43 = RADIO/TV TOWER
 CS3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3013+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2002
 CS3013
 CS3013  HISTORY     - Date     Condition        Report By
 CS3013  HISTORY     - 1954     FIRST OBSERVED   CGS
 CS3013  HISTORY     - 1965     GOOD             CGS
 CS3013  HISTORY     - 1967     GOOD             CGS
 CS3013  HISTORY     - 1979     GOOD             LOCSUR
 CS3013  HISTORY     - 19910504 GOOD             USPSQD
 CS3013  HISTORY     - 19960921 GOOD             USPSQD
 CS3013  HISTORY     - 20021212 GOOD             GEOCAC
 CS3013
 CS3013                          STATION DESCRIPTION
 CS3013
 CS3013'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS3013'STATION IS THE TOP OF THE 1113 FOOT TV TOWER LOCATED ABOUT
 CS3013'4 MILES EAST OF THE BUSINESS SECTION OF FORT WORTH, AT 3900
 CS3013'BARNETT STREET.  IT ABOUT 0.9 MILE NORTH OF EAST LANCASTER
 CS3013'WHICH IS U.S. HIGHWAY NO. 80 AND 0.3 MILE SOUTH OF TRIANGULATION
 CS3013'STATION BROWN.  THE POINT SIGHTED ON IS THE INTERSECTION
 CS3013'OF THE TOP CROSS-ARM OF THE ANTENNA AND THE POLE WHICH EXTENDS
 CS3013'ABOVE THE TOWER STRUCTURE.
 CS3013'
 CS3013'TO REACH FROM DOWN TOWN FORT WORTH--GO EAST ON EAST LANCASTER
 CS3013'ABOUT 4 MILES TO THE INTERSECTION OF OAKLAND BLVD..  THEN TURN
 CS3013'LEFT AND GO NORTH ON OAKLAND 0.8 MILE TO BARNETT.  TURN LEFT
 CS3013'AND GO WEST ON BARNETT TO THE END, ABOUT 0.3 MILE, AT THE
 CS3013'WBAP-TV STATION.  THE TOWER IS ABOUT 200 YARDS NORTH-WEST
 CS3013'OF THE STUDIO.
 CS3013
 CS3013                          STATION RECOVERY (1965)
 CS3013
 CS3013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 CS3013'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 CS3013'AS DESCRIBED.
 CS3013
 CS3013                          STATION RECOVERY (1967)
 CS3013
 CS3013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3013'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS3013'
 CS3013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 CS3013'FORT WORTH.
 CS3013
 CS3013                          STATION RECOVERY (1979)
 CS3013
 CS3013'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS3013'INTERSECTION STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 CS3013'
 CS3013'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES EASTERLY FROM
 CS3013'DOWNTOWN FORT WORTH.
 CS3013
 CS3013                          STATION RECOVERY (1991)
 CS3013
 CS3013'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS3013'RECOVERED IN GOOD CONDITION.
 CS3013
 CS3013                          STATION RECOVERY (1996)
 CS3013
 CS3013'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3013'RECOVERED IN GOOD CONDITION.
 CS3013
 CS3013                          STATION RECOVERY (2002)
 CS3013
 CS3013'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS3013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3004 ***********************************************************************
 CS3004  DESIGNATION -  FORT WORTH UNIV MILLS ELEV FS
 CS3004  PID         -  CS3004
 CS3004  STATE/COUNTY-  TX/TARRANT
 CS3004  USGS QUAD   -  HALTOM CITY (1981)
 CS3004
 CS3004                         *CURRENT SURVEY CONTROL
 CS3004  ___________________________________________________________________
 CS3004* NAD 83(1993)-  32 46 11.18637(N)    097 17 18.40635(W)     ADJUSTED  
 CS3004* NAVD 88     -                                                        
 CS3004  ___________________________________________________________________
 CS3004  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 CS3004  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS3004
 CS3004  HORZ ORDER  -  THIRD
 CS3004
 CS3004.The horizontal coordinates were established by classical geodetic methods
 CS3004.and adjusted by the National Geodetic Survey in February 1996..
 CS3004
 CS3004
 CS3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3004
 CS3004.The geoid height was determined by GEOID03.
 CS3004
 CS3004;                    North         East     Units Scale Factor Converg.
 CS3004;SPC TXNC     - 2,122,977.902   713,501.128   MT  0.99988465   +0 39 38.8
 CS3004;SPC TXNC     - 6,965,136.67  2,340,878.28   sFT  0.99988465   +0 39 38.8
 CS3004;UTM  14      - 3,627,060.783   660,310.128   MT  0.99991689   +0 55 35.8
 CS3004
 CS3004                          SUPERSEDED SURVEY CONTROL
 CS3004
 CS3004  NAD 83(1993)-  32 46 11.19058(N)    097 17 18.38927(W) AD(       ) 4
 CS3004  NAD 83(1986)-  32 46 11.19049(N)    097 17 18.38939(W) AD(       ) 4
 CS3004  NAD 27      -  32 46 10.71800(N)    097 17 17.32900(W) AD(       ) 3
 CS3004
 CS3004.Superseded values are not recommended for survey control.
 CS3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3004.See file dsdata.txt to determine how the superseded data were derived.
 CS3004
 CS3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6031027061(NAD 83)
 CS3004_MARKER: 83 = FLAGSTAFF
 CS3004
 CS3004  HISTORY     - Date     Condition        Report By
 CS3004  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS3004  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS3004
 CS3004                          STATION DESCRIPTION
 CS3004
 CS3004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS3004'THIS INTERSECTION STATION IS THE FLAGSTAFF ON THE TOWER ABOVE
 CS3004'THE MAIN ELEVATOR OF THE UNIVERSAL MILLS COMPANY ELEVATOR,
 CS3004'AT E FIRST STREET AND KINGS HIGHWAY, FORT WORTH, TEXAS.  THE
 CS3004'TOWER IS ABOUT 220 FEET W OF KINGS HIGHWAY, WHICH ALSO IS
 CS3004'THE CITY LIMIT, AND ABOUT 430 FEET N OF E FIRST STREET.  THE
 CS3004'TOWER HAS THE WORDS UNIVERSAL MILLS ON THE E SIDE, ALSO A
 CS3004'PICTURE OF A SACK OF RED CHAIN FEED.  THE TOWER HAS WINDOWS
 CS3004'ON ALL SIDES AND A LOW METAL RAILING AROUND THE TOP.  THE
 CS3004'ELEVATOR IS ABOUT 60 FEET HIGH AND THE TOWER IS ABOUT 50
 CS3004'FEET HIGH.  THE ELEVATOR IS QUITE PROMINENT.  IT WAS ERECTED
 CS3004'IN 1918.  THE FLAGSTAFF, THE BASE OF WHICH WAS THE POINT
 CS3004'SHOT, IS ON THE TOWER AND IS ABOUT 20 FEET HIGH.  IT HAS
 CS3004'A BALL AT THE TOP.  THE TOTAL HEIGHT IS ABOUT 130 FEET.
 CS3004
 CS3004                          STATION RECOVERY (1996)
 CS3004
 CS3004'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS3004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4385 ***********************************************************************
 DF4385  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4385  DESIGNATION -  FORT WORTH WAAS 1 CORS ARP
 DF4385  CORS_ID     -  ZFW1
 DF4385  PID         -  DF4385
 DF4385  STATE/COUNTY-  TX/TARRANT
 DF4385  USGS QUAD   -  EULESS (1981)
 DF4385
 DF4385                         *CURRENT SURVEY CONTROL
 DF4385  ___________________________________________________________________
 DF4385* NAD 83(CORS)-  32 49 50.31941(N)    097 03 59.26298(W)     ADJUSTED  
 DF4385* NAVD 88     -                                                        
 DF4385  ___________________________________________________________________
 DF4385  EPOCH DATE  -        2002.00
 DF4385  X           -    -659,982.397 (meters)                     COMP
 DF4385  Y           -  -5,324,061.808 (meters)                     COMP
 DF4385  Z           -   3,438,276.350 (meters)                     COMP
 DF4385  ELLIP HEIGHT-         156.33  (meters)          (03/??/03) GPS OBS
 DF4385  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DF4385
 DF4385  HORZ ORDER  -  SPECIAL (CORS)
 DF4385  ELLP ORDER  -  SPECIAL (CORS)
 DF4385
 DF4385.ITRF positions are available for this station.
 DF4385.The coordinates were established by GPS observations
 DF4385.and adjusted by the National Geodetic Survey in March 2003..
 DF4385.The coordinates are valid at the epoch date displayed above.
 DF4385.The epoch date for horizontal control is a decimal equivalence
 DF4385.of Year/Month/Day.
 DF4385
 DF4385
 DF4385.The PID for the CORS L1 Phase Center is DI0174.
 DF4385
 DF4385.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4385
 DF4385.The ellipsoidal height was determined by GPS observations
 DF4385.and is referenced to NAD 83.
 DF4385
 DF4385.The geoid height was determined by GEOID03.
 DF4385
 DF4385;                    North         East     Units Scale Factor Converg.
 DF4385;SPC TXNC     - 2,129,988.853   734,203.828   MT  0.99988002   +0 46 54.6
 DF4385;SPC TXNC     - 6,988,138.43  2,408,800.39   sFT  0.99988002   +0 46 54.6
 DF4385
 DF4385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4385!SPC TXNC     -   0.99997546  x   0.99988002  =   0.99985548
 DF4385
 DF4385                          SUPERSEDED SURVEY CONTROL
 DF4385
 DF4385.No superseded survey control is available for this station.
 DF4385
 DF4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8098234168(NAD 83)
 DF4385_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4385
 DF4385                          STATION DESCRIPTION
 DF4385
 DF4385'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4385'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4385'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4385'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4385'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4385'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0174 ***********************************************************************
 DI0174  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0174  DESIGNATION -  FORT WORTH WAAS 1 CORS L1 PHASE CENTER
 DI0174  CORS_ID     -  ZFW1
 DI0174  PID         -  DI0174
 DI0174  STATE/COUNTY-  TX/TARRANT
 DI0174  USGS QUAD   -  EULESS (1981)
 DI0174
 DI0174                         *CURRENT SURVEY CONTROL
 DI0174  ___________________________________________________________________
 DI0174* NAD 83(CORS)-  32 49 50.31934(N)    097 03 59.26297(W)     ADJUSTED  
 DI0174* NAVD 88     -                                                        
 DI0174  ___________________________________________________________________
 DI0174  EPOCH DATE  -        2002.00
 DI0174  X           -    -659,982.438 (meters)                     COMP
 DI0174  Y           -  -5,324,062.135 (meters)                     COMP
 DI0174  Z           -   3,438,276.559 (meters)                     COMP
 DI0174  ELLIP HEIGHT-         156.72  (meters)          (03/??/03) GPS OBS
 DI0174  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DI0174
 DI0174  HORZ ORDER  -  SPECIAL (CORS)
 DI0174  ELLP ORDER  -  SPECIAL (CORS)
 DI0174
 DI0174.ITRF positions are available for this station.
 DI0174.The coordinates were established by GPS observations
 DI0174.and adjusted by the National Geodetic Survey in March 2003..
 DI0174.The coordinates are valid at the epoch date displayed above.
 DI0174.The epoch date for horizontal control is a decimal equivalence
 DI0174.of Year/Month/Day.
 DI0174
 DI0174
 DI0174.The PID for the CORS ARP is DF4385.
 DI0174
 DI0174.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0174
 DI0174.The ellipsoidal height was determined by GPS observations
 DI0174.and is referenced to NAD 83.
 DI0174
 DI0174.The geoid height was determined by GEOID03.
 DI0174
 DI0174;                    North         East     Units Scale Factor Converg.
 DI0174;SPC TXNC     - 2,129,988.851   734,203.828   MT  0.99988002   +0 46 54.6
 DI0174;SPC TXNC     - 6,988,138.42  2,408,800.39   sFT  0.99988002   +0 46 54.6
 DI0174
 DI0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0174!SPC TXNC     -   0.99997539  x   0.99988002  =   0.99985542
 DI0174
 DI0174                          SUPERSEDED SURVEY CONTROL
 DI0174
 DI0174.No superseded survey control is available for this station.
 DI0174
 DI0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8098234168(NAD 83)
 DI0174_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0174
 DI0174                          STATION DESCRIPTION
 DI0174
 DI0174'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0174'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0174'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0174'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0174'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0174'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2960 ***********************************************************************
 CS2960  DESIGNATION -  FORT WORTH WAP PLATTER CO TANK
 CS2960  PID         -  CS2960
 CS2960  STATE/COUNTY-  TX/TARRANT
 CS2960  USGS QUAD   -  FORT WORTH (1981)
 CS2960
 CS2960                         *CURRENT SURVEY CONTROL
 CS2960  ___________________________________________________________________
 CS2960* NAD 83(1993)-  32 44 39.84088(N)    097 18 26.03790(W)     ADJUSTED  
 CS2960* NAVD 88     -                                                        
 CS2960  ___________________________________________________________________
 CS2960  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 CS2960  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CS2960
 CS2960  HORZ ORDER  -  THIRD
 CS2960
 CS2960.The horizontal coordinates were established by classical geodetic methods
 CS2960.and adjusted by the National Geodetic Survey in February 1996..
 CS2960
 CS2960
 CS2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2960
 CS2960.The geoid height was determined by GEOID03.
 CS2960
 CS2960;                    North         East     Units Scale Factor Converg.
 CS2960;SPC TXNC     - 2,120,144.313   711,773.183   MT  0.99988691   +0 39 01.9
 CS2960;SPC TXNC     - 6,955,840.13  2,335,209.18   sFT  0.99988691   +0 39 01.9
 CS2960;UTM  14      - 3,624,219.137   658,595.287   MT  0.99991015   +0 54 56.9
 CS2960
 CS2960                          SUPERSEDED SURVEY CONTROL
 CS2960
 CS2960  NAD 83(1986)-  32 44 39.84484(N)    097 18 26.02071(W) AD(       ) 4
 CS2960  NAD 27      -  32 44 39.37400(N)    097 18 24.97700(W) AD(       ) 3
 CS2960
 CS2960.Superseded values are not recommended for survey control.
 CS2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2960.See file dsdata.txt to determine how the superseded data were derived.
 CS2960
 CS2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5859524219(NAD 83)
 CS2960_MARKER: 53 = ELEVATED TANK
 CS2960
 CS2960  HISTORY     - Date     Condition        Report By
 CS2960  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2960  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2960
 CS2960                          STATION DESCRIPTION
 CS2960
 CS2960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2960'THIS INTERSECTION STATION IS THE BLACK TANK AT THE WAPLES-PLATTER
 CS2960'COMPANY, IN THE E CENTRAL PART OF FORT WORTH, TEXAS.  IT
 CS2960'IS ABOUT 500 FEET S OF E LANCASTER AVENUE, AND ABOUT 1,000
 CS2960'FEET W OF RIVERSIDE STREET.  THE TANK WAS ERECTED IN 1917
 CS2960'AND IS FAIRLY PROMINENT.  THE TANK IS ABOUT 30 FEET S OF THE
 CS2960'OFFICES AND ABOUT 45 FEET FROM THE POWER HOUSE.
 CS2960'
 CS2960'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE
 CS2960'OVAL SECTION EXTENDS DOWNWARD ABOUT 20 FEET.  THE VERTICAL
 CS2960'SECTION IS ABOUT 30 FEET HIGH AND HAS A CATWALK AND RAIL
 CS2960'AROUND ITS BASE.  THE STEEP CONICAL FLAIRING ROOF IS ABOUT
 CS2960'8 FEET HIGH AND HAS A BALL AND FINIAL AT ITS APEX.  THE TOTAL
 CS2960'HEIGHT IS ABOUT 130 FEET.
 CS2960
 CS2960                          STATION RECOVERY (1997)
 CS2960
 CS2960'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2974 ***********************************************************************
 CS2974  DESIGNATION -  FORT WORTH WATER DEPT TANK
 CS2974  PID         -  CS2974
 CS2974  STATE/COUNTY-  TX/TARRANT
 CS2974  USGS QUAD   -  BENBROOK (1981)
 CS2974
 CS2974                         *CURRENT SURVEY CONTROL
 CS2974  ___________________________________________________________________
 CS2974* NAD 83(1993)-  32 38 27.68617(N)    097 24 10.64602(W)     ADJUSTED  
 CS2974* NAVD 88     -                                                        
 CS2974  ___________________________________________________________________
 CS2974  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 CS2974  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2974
 CS2974  HORZ ORDER  -  THIRD
 CS2974
 CS2974.The horizontal coordinates were established by classical geodetic methods
 CS2974.and adjusted by the National Geodetic Survey in February 1996..
 CS2974.No horizontal observational check was made to the station.
 CS2974
 CS2974
 CS2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2974
 CS2974.The geoid height was determined by GEOID03.
 CS2974
 CS2974;                    North         East     Units Scale Factor Converg.
 CS2974;SPC TXNC     - 2,108,584.083   702,922.969   MT  0.99989814   +0 35 54.0
 CS2974;SPC TXNC     - 6,917,912.95  2,306,173.11   sFT  0.99989814   +0 35 54.0
 CS2974;UTM  14      - 3,612,618.204   649,798.470   MT  0.99987670   +0 51 41.6
 CS2974
 CS2974                          SUPERSEDED SURVEY CONTROL
 CS2974
 CS2974  NAD 83(1986)-  32 38 27.69013(N)    097 24 10.62810(W) AD(       ) 4
 CS2974  NAD 27      -  32 38 27.21827(N)    097 24 09.57601(W) AD(       ) 3
 CS2974
 CS2974.Superseded values are not recommended for survey control.
 CS2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2974.See file dsdata.txt to determine how the superseded data were derived.
 CS2974
 CS2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4979812618(NAD 83)
 CS2974_MARKER: 53 = ELEVATED TANK
 CS2974
 CS2974  HISTORY     - Date     Condition        Report By
 CS2974  HISTORY     - 1966     FIRST OBSERVED   CGS
 CS2974  HISTORY     - 19910501 GOOD             USPSQD
 CS2974  HISTORY     - 19960921 GOOD             USPSQD
 CS2974
 CS2974                          STATION DESCRIPTION
 CS2974
 CS2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2974'THE STATION IS ABOUT 8 MILES SOUTHWEST OF DOWNTOWN FORT
 CS2974'WORTH, ABOUT 8 MILES NORTHWEST OF BURLESON, ON THE HIGHEST
 CS2974'PART OF A PROMINENT NORTH-SOUTH RIDGE.  THE TANK IS AN OVAL-SHAPED
 CS2974'METAL STRUCTURE, PAINTED LIGHT GREEN, WITH COLUMN METAL
 CS2974'LEGS, AND IS ABOUT 175 FEET IN HEIGHT OVERALL.  THE POINT
 CS2974'INTERSECTED WAS A LARGE CAP AT THE APEX OF THE TANK.
 CS2974
 CS2974                          STATION RECOVERY (1991)
 CS2974
 CS2974'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS2974'RECOVERED IN GOOD CONDITION.
 CS2974
 CS2974                          STATION RECOVERY (1996)
 CS2974
 CS2974'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2951 ***********************************************************************
 CS2951  DESIGNATION -  FORT WORTH WATER WORKS STACK
 CS2951  PID         -  CS2951
 CS2951  STATE/COUNTY-  TX/TARRANT
 CS2951  USGS QUAD   -  FORT WORTH (1981)
 CS2951
 CS2951                         *CURRENT SURVEY CONTROL
 CS2951  ___________________________________________________________________
 CS2951* NAD 83(1993)-  32 44 51.74345(N)    097 20 44.34440(W)     ADJUSTED  
 CS2951* NAVD 88     -                                                        
 CS2951  ___________________________________________________________________
 CS2951  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 CS2951  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2951
 CS2951  HORZ ORDER  -  THIRD
 CS2951
 CS2951.The horizontal coordinates were established by classical geodetic methods
 CS2951.and adjusted by the National Geodetic Survey in February 1996..
 CS2951
 CS2951
 CS2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2951
 CS2951.The geoid height was determined by GEOID03.
 CS2951
 CS2951;                    North         East     Units Scale Factor Converg.
 CS2951;SPC TXNC     - 2,120,470.697   708,169.140   MT  0.99988661   +0 37 46.5
 CS2951;SPC TXNC     - 6,956,910.95  2,323,384.92   sFT  0.99988661   +0 37 46.5
 CS2951;UTM  14      - 3,624,528.829   654,989.712   MT  0.99989621   +0 53 42.3
 CS2951
 CS2951                          SUPERSEDED SURVEY CONTROL
 CS2951
 CS2951  NAD 83(1986)-  32 44 51.74723(N)    097 20 44.32728(W) AD(       ) 4
 CS2951  NAD 27      -  32 44 51.28000(N)    097 20 43.26900(W) AD(       ) 3
 CS2951
 CS2951.Superseded values are not recommended for survey control.
 CS2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2951.See file dsdata.txt to determine how the superseded data were derived.
 CS2951
 CS2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5499024529(NAD 83)
 CS2951_MARKER: 63 = STACK
 CS2951
 CS2951  HISTORY     - Date     Condition        Report By
 CS2951  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2951  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2951  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2951
 CS2951                          STATION DESCRIPTION
 CS2951
 CS2951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2951'THIS INTERSECTION STATION IS THE STACK AT THE FORT WORTH
 CS2951'WATER WORKS, IN THE CENTRAL PART OF THE CITY OF FORT WORTH,
 CS2951'TEXAS.  THE STACK IS ON THE S END OF THE OFFICE BUILDING
 CS2951'AND POWERHOUSE.  IT IS ABOUT 0.1 MILE W OF FOURNIER STREET,
 CS2951'ABOUT 0.2 MILE S OF THE W END OF TENTH STREET, ABOUT 310
 CS2951'FEET N OF W LANCASTER AVENUE, AND ABOUT 40 FEET N OF THE MACHINE
 CS2951'SHOP.  THE STACK WAS ERECTED IN 1896.  IT IS NOT ESPECIALLY
 CS2951'PROMINENT.
 CS2951'
 CS2951'THE STACK IS ON A BUILDING WHICH IS ABOUT 25 FEET HIGH.  IT
 CS2951'IS A RED BRICK OCTAGONAL STRUCTURE ABOUT 70 FEET HIGH WITH
 CS2951'A HEAVY COLLAR AROUND THE TOP.  THE TOTAL HEIGHT IS ABOUT
 CS2951'95 FEET.
 CS2951
 CS2951                          STATION RECOVERY (1997)
 CS2951
 CS2951'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2951'MARK NOT FOUND.
 CS2951
 CS2951                          STATION RECOVERY (2001)
 CS2951
 CS2951'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2933 ***********************************************************************
 CS2933  DESIGNATION -  FORT WORTH WEA BUR ANEMOMETER
 CS2933  PID         -  CS2933
 CS2933  STATE/COUNTY-  TX/TARRANT
 CS2933  USGS QUAD   -  FORT WORTH (1981)
 CS2933
 CS2933                         *CURRENT SURVEY CONTROL
 CS2933  ___________________________________________________________________
 CS2933* NAD 83(1993)-  32 44 59.04174(N)    097 20 01.23577(W)     ADJUSTED  
 CS2933* NAVD 88     -                                                        
 CS2933  ___________________________________________________________________
 CS2933  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 CS2933  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS2933
 CS2933  HORZ ORDER  -  THIRD
 CS2933
 CS2933.The horizontal coordinates were established by classical geodetic methods
 CS2933.and adjusted by the National Geodetic Survey in February 1996..
 CS2933
 CS2933
 CS2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2933
 CS2933.The geoid height was determined by GEOID03.
 CS2933
 CS2933;                    North         East     Units Scale Factor Converg.
 CS2933;SPC TXNC     - 2,120,707.879   709,288.690   MT  0.99988642   +0 38 10.0
 CS2933;SPC TXNC     - 6,957,689.10  2,327,057.98   sFT  0.99988642   +0 38 10.0
 CS2933;UTM  14      - 3,624,771.200   656,108.163   MT  0.99990050   +0 54 05.8
 CS2933
 CS2933                          SUPERSEDED SURVEY CONTROL
 CS2933
 CS2933  NAD 83(1986)-  32 44 59.04550(N)    097 20 01.21875(W) AD(       ) 4
 CS2933  NAD 27      -  32 44 58.58000(N)    097 20 00.16000(W) AD(       ) 3
 CS2933
 CS2933.Superseded values are not recommended for survey control.
 CS2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2933.See file dsdata.txt to determine how the superseded data were derived.
 CS2933
 CS2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5610824771(NAD 83)
 CS2933
 CS2933  HISTORY     - Date     Condition        Report By
 CS2933  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2933  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2933
 CS2933                          STATION DESCRIPTION
 CS2933
 CS2933'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2933'THIS INTERSECTION STATION IS THE ANEMOMETER ON THE TOP OF
 CS2933'THE UNITED STATES COURTHOUSE, AND BELONGING TO THE U.S. WEATHER
 CS2933'BUREAU, IN FORT WORTH, TEXAS.  THE STATION IS ON THE TOP
 CS2933'OF A PENTHOUSE, WHICH IS ON THE NW END OF THE COURTHOUSE,
 CS2933'AT THE SW CORNER OF 10TH AND LAMAR STREETS.  THE ANEMOMETER
 CS2933'WAS PLACED IN ITS PRESENT LOCATION IN 1934.  IT IS NOT VERY
 CS2933'PROMINENT, BUT WAS INTERSECTED AT THE REQUEST OF THE WEATHER
 CS2933'BUREAU.
 CS2933'
 CS2933'THE TOP OF THE BUILDING IS 80.7 FEET ABOVE THE STREET LEVEL.
 CS2933'THE PENTHOUSE ON WHICH THE ANEMOMETER SETS IS A 22- BY 22-FOOT
 CS2933'STRUCTURE, THE TOP OF WHICH IS 92.0 FEET ABOVE THE STREET
 CS2933'LEVEL.  THE ANEMOMETER IS A STANDARD TYPE U.S. WEATHER BUREAU
 CS2933'INSTRUMENT ON A VANE, THE TOP OF WHICH IS 99.1 FEET ABOVE
 CS2933'THE STREET LEVEL.
 CS2933
 CS2933                          STATION RECOVERY (1997)
 CS2933
 CS2933'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2965 ***********************************************************************
 CS2965  DESIGNATION -  FORT WORTH WELL AND MACH CO TK
 CS2965  PID         -  CS2965
 CS2965  STATE/COUNTY-  TX/TARRANT
 CS2965  USGS QUAD   -  FORT WORTH (1981)
 CS2965
 CS2965                         *CURRENT SURVEY CONTROL
 CS2965  ___________________________________________________________________
 CS2965* NAD 83(1993)-  32 44 49.22470(N)    097 19 30.73681(W)     ADJUSTED  
 CS2965* NAVD 88     -                                                        
 CS2965  ___________________________________________________________________
 CS2965  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 CS2965  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CS2965
 CS2965  HORZ ORDER  -  THIRD
 CS2965
 CS2965.The horizontal coordinates were established by classical geodetic methods
 CS2965.and adjusted by the National Geodetic Survey in February 1996..
 CS2965
 CS2965
 CS2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2965
 CS2965.The geoid height was determined by GEOID03.
 CS2965
 CS2965;                    North         East     Units Scale Factor Converg.
 CS2965;SPC TXNC     - 2,120,414.358   710,085.889   MT  0.99988667   +0 38 26.6
 CS2965;SPC TXNC     - 6,956,726.11  2,329,673.45   sFT  0.99988667   +0 38 26.6
 CS2965;UTM  14      - 3,624,481.371   656,906.726   MT  0.99990358   +0 54 22.1
 CS2965
 CS2965                          SUPERSEDED SURVEY CONTROL
 CS2965
 CS2965  NAD 83(1986)-  32 44 49.22854(N)    097 19 30.71963(W) AD(       ) 4
 CS2965  NAD 27      -  32 44 48.76000(N)    097 19 29.66400(W) AD(       ) 3
 CS2965
 CS2965.Superseded values are not recommended for survey control.
 CS2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2965.See file dsdata.txt to determine how the superseded data were derived.
 CS2965
 CS2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5690724481(NAD 83)
 CS2965_MARKER: 53 = ELEVATED TANK
 CS2965
 CS2965  HISTORY     - Date     Condition        Report By
 CS2965  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2965  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 CS2965  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2965
 CS2965                          STATION DESCRIPTION
 CS2965
 CS2965'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2965'THIS INTERSECTION STATION IS THE TANK OF THE FORT WORTH WELL
 CS2965'AND MACHINERY COMPANY, IN FORT WORTH, TEXAS.  IT IS ON
 CS2965'THE MAIN BUILDING OF THE COMPANY, ON THE NE SIDE, ON A SQUARE
 CS2965'BLACK STEEL PLATFORM, ABOUT 55 FEET SW OF THE CENTER LINE
 CS2965'OF COMMERCE STREET, AND ABOUT 105 FEET NW OF THE CENTER LINE
 CS2965'OF FIFTEENTH STREET.  THE TANK WAS ERECTED IN 1916 AND IS
 CS2965'QUITE PROMINENT IN ALL DIRECTIONS, EXCEPT WHERE OBSTRUCTED
 CS2965'BY HIGH BUILDINGS.
 CS2965'
 CS2965'THE BUILDING ON WHICH THE TANK SETS IS ABOUT 110 FEET HIGH.
 CS2965'THE PLATFORM WHICH IS THE BASE OF THE TANK, IS ABOUT 20
 CS2965'FEET HIGH.  THE TANK IS ROUND IN SHAPE, SILVER IN COLOR,
 CS2965'AND ABOUT 30 FEET HIGH.  IT HAS THE WORDS FORT WORTH SPUDDERS
 CS2965'PAINTED IN BLACK ON THE NE SIDE AND THE WORDS FORT WORTH WELL
 CS2965'AND MACHINERY COMPANY IN BLACK ON THE SW SIDE.  THE CONICAL
 CS2965'ROOF HAS A BALL AND LIGHT AT ITS APEX.  THE TOTAL HEIGHT IS
 CS2965'ABOUT 165 FEET.
 CS2965
 CS2965                          STATION RECOVERY (1997)
 CS2965
 CS2965'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2965'MARK NOT FOUND.
 CS2965
 CS2965                          STATION RECOVERY (2001)
 CS2965
 CS2965'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1342 ***********************************************************************
 DN1342  DESIGNATION -  FORT WORTH WICHITA AWY BCN 3
 DN1342  PID         -  DN1342
 DN1342  STATE/COUNTY-  TX/DENTON
 DN1342  USGS QUAD   -  ERA SE (1978)
 DN1342
 DN1342                         *CURRENT SURVEY CONTROL
 DN1342  ___________________________________________________________________
 DN1342* NAD 83(1993)-  33 21 48.53919(N)    097 16 41.60279(W)     ADJUSTED  
 DN1342* NAVD 88     -                                                        
 DN1342  ___________________________________________________________________
 DN1342  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 DN1342  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DN1342
 DN1342  HORZ ORDER  -  THIRD
 DN1342
 DN1342.The horizontal coordinates were established by classical geodetic methods
 DN1342.and adjusted by the National Geodetic Survey in February 1996..
 DN1342
 DN1342
 DN1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1342
 DN1342.The geoid height was determined by GEOID03.
 DN1342
 DN1342;                    North         East     Units Scale Factor Converg.
 DN1342;SPC TXNC     - 2,188,822.144   713,693.144   MT  0.99988738   +0 39 58.9
 DN1342;SPC TXNC     - 7,181,160.65  2,341,508.26   sFT  0.99988738   +0 39 58.9
 DN1342;UTM  14      - 3,692,907.794   660,188.089   MT  0.99991637   +0 56 49.5
 DN1342
 DN1342                          SUPERSEDED SURVEY CONTROL
 DN1342
 DN1342  NAD 83(1993)-  33 21 48.54096(N)    097 16 41.59544(W) AD(       ) 4
 DN1342  NAD 83(1986)-  33 21 48.54264(N)    097 16 41.58999(W) AD(       ) 4
 DN1342  NAD 27      -  33 21 48.12100(N)    097 16 40.52300(W) AD(       ) 3
 DN1342
 DN1342.Superseded values are not recommended for survey control.
 DN1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1342.See file dsdata.txt to determine how the superseded data were derived.
 DN1342
 DN1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6018892908(NAD 83)
 DN1342_MARKER: 22 = AIRWAY BEACON
 DN1342
 DN1342  HISTORY     - Date     Condition        Report By
 DN1342  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1342  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN1342
 DN1342                          STATION DESCRIPTION
 DN1342
 DN1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1342'THIS INTERSECTION STATION IS THE AIRWAY BEACON NO. 3, FORT
 DN1342'WORTH-WICHITA LINE.  IT IS ON A HIGH KNOLL IN A PASTURE
 DN1342'LOT OF MR. HAYES ARMSTRONG, ON WHOSE LAND THE BEACON SETS,
 DN1342'ABOUT 550 FEET SE OF HIS HOUSE, ABOUT 0.5 MILE N OF THE
 DN1342'SANGER-SLIDELL ROAD, AND ABOUT 6.1 MILES W OF THE TOWN OF
 DN1342'SANGER, TEXAS.  IT WAS PLACED IN ITS PRESENT LOCATION IN 1931.
 DN1342'
 DN1342'THE BEACON IS A STANDARD 50-FOOT ORANGE AND WHITE AIRWAY BEACON.
 DN1342
 DN1342                          STATION RECOVERY (1995)
 DN1342
 DN1342'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2982 ***********************************************************************
 CS2982  DESIGNATION -  FORT WORTH WTR DEPT CALMONT TK
 CS2982  PID         -  CS2982
 CS2982  STATE/COUNTY-  TX/TARRANT
 CS2982  USGS QUAD   -  BENBROOK (1981)
 CS2982
 CS2982                         *CURRENT SURVEY CONTROL
 CS2982  ___________________________________________________________________
 CS2982* NAD 83(1993)-  32 44 04.43513(N)    097 25 48.81118(W)     ADJUSTED  
 CS2982* NAVD 88     -                                                        
 CS2982  ___________________________________________________________________
 CS2982  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 CS2982  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CS2982
 CS2982  HORZ ORDER  -  THIRD
 CS2982
 CS2982.The horizontal coordinates were established by classical geodetic methods
 CS2982.and adjusted by the National Geodetic Survey in February 1996..
 CS2982
 CS2982
 CS2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2982
 CS2982.The geoid height was determined by GEOID03.
 CS2982
 CS2982;                    North         East     Units Scale Factor Converg.
 CS2982;SPC TXNC     - 2,118,929.687   700,259.182   MT  0.99988784   +0 35 00.4
 CS2982;SPC TXNC     - 6,951,855.15  2,297,433.67   sFT  0.99988784   +0 35 00.4
 CS2982;UTM  14      - 3,622,951.188   647,087.026   MT  0.99986677   +0 50 56.4
 CS2982
 CS2982                          SUPERSEDED SURVEY CONTROL
 CS2982
 CS2982  NAD 83(1986)-  32 44 04.43847(N)    097 25 48.79417(W) AD(       ) 4
 CS2982  NAD 27      -  32 44 03.96725(N)    097 25 47.72434(W) AD(       ) 3
 CS2982
 CS2982.Superseded values are not recommended for survey control.
 CS2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2982.See file dsdata.txt to determine how the superseded data were derived.
 CS2982
 CS2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4708722951(NAD 83)
 CS2982_MARKER: 53 = ELEVATED TANK
 CS2982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2982+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS2982
 CS2982  HISTORY     - Date     Condition        Report By
 CS2982  HISTORY     - 1967     FIRST OBSERVED   CGS
 CS2982  HISTORY     - 19910501 GOOD             USPSQD
 CS2982  HISTORY     - 19960921 GOOD             USPSQD
 CS2982  HISTORY     - 20011017 GOOD             USPSQD
 CS2982  HISTORY     - 20041023 GOOD             USPSQD
 CS2982
 CS2982                          STATION DESCRIPTION
 CS2982
 CS2982'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS2982'THE STATION IS LOCATED IN THE WESTERN PART OF FORT WORTH, ALONG
 CS2982'THE SOUTH SIDE OF INTERSTATE HIGHWAY 20, ABOUT 0.6 MILE EAST
 CS2982'OF STATE HIGHWAY 183, NEAR THE JUNCTION OF CALMONT AVENUE
 CS2982'AND TEX BLVD.  AN ELLIPSOIDAL TANK APPROXIMATELY ONE MILLION
 CS2982'GALLONS CAPACITY, ELEVATED ON A 12-LEGGED STEEL STRUCTURE AND
 CS2982'ABOUT 125 FEET IN HEIGHT OVER ALL.  THE RED LIGHT AT THE APEX
 CS2982'OF TANK WAS POINT INTERSECTED.
 CS2982
 CS2982                          STATION RECOVERY (1991)
 CS2982
 CS2982'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS2982'RECOVERED IN GOOD CONDITION.
 CS2982
 CS2982                          STATION RECOVERY (1996)
 CS2982
 CS2982'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2982'RECOVERED IN GOOD CONDITION.
 CS2982
 CS2982                          STATION RECOVERY (2001)
 CS2982
 CS2982'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2982'RECOVERED IN GOOD CONDITION.
 CS2982
 CS2982                          STATION RECOVERY (2004)
 CS2982
 CS2982'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS2982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0920 ***********************************************************************
 CD0920  DESIGNATION -  FORTIFIED
 CD0920  PID         -  CD0920
 CD0920  STATE/COUNTY-  TX/CULBERSON
 CD0920  USGS QUAD   -  SEVEN L PEAK (1973)
 CD0920
 CD0920                         *CURRENT SURVEY CONTROL
 CD0920  ___________________________________________________________________
 CD0920* NAD 83(1993)-  31 40 07.04879(N)    104 27 24.77613(W)     ADJUSTED  
 CD0920* NAVD 88     -      1321.     (meters)    4334.     (feet)  SCALED    
 CD0920  ___________________________________________________________________
 CD0920  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 CD0920  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CD0920
 CD0920  HORZ ORDER  -  FIRST
 CD0920
 CD0920.The horizontal coordinates were established by classical geodetic methods
 CD0920.and adjusted by the National Geodetic Survey in February 1996..
 CD0920
 CD0920.The orthometric height was scaled from a topographic map.
 CD0920
 CD0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0920
 CD0920.The geoid height was determined by GEOID03.
 CD0920
 CD0920;                    North         East     Units Scale Factor Converg.
 CD0920;SPC TX C     - 3,229,179.890   309,067.388   MT  0.99994937   -2 07 25.9
 CD0920;SPC TX C     -10,594,401.02  1,013,998.59   sFT  0.99994937   -2 07 25.9
 CD0920;UTM  13      - 3,503,834.308   551,484.367   MT  0.99963269   +0 17 06.5
 CD0920
 CD0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0920!SPC TX C     -   0.99979645  x   0.99994937  =   0.99974583
 CD0920!UTM  13      -   0.99979645  x   0.99963269  =   0.99942921
 CD0920
 CD0920:                Primary Azimuth Mark                     Grid Az
 CD0920:SPC TX C     -  FORTIFIED AZ MK                          093 56 36.5
 CD0920:UTM  13      -  FORTIFIED AZ MK                          091 32 04.1
 CD0920
 CD0920|---------------------------------------------------------------------|
 CD0920| PID    Reference Object                     Distance      Geod. Az  |
 CD0920|                                                           dddmmss.s |
 CD0920| CH9376 FORTIFIED AZ MK                                    0914910.6 |
 CD0920| CH9377 FORTIFIED RM 1                        7.893 METERS 20507     |
 CD0920| CH9378 FORTIFIED RM 2                        8.337 METERS 31721     |
 CD0920|---------------------------------------------------------------------|
 CD0920
 CD0920                          SUPERSEDED SURVEY CONTROL
 CD0920
 CD0920  NAD 83(1993)-  31 40 07.04952(N)    104 27 24.77399(W) AD(       ) 1
 CD0920  NAD 83(1986)-  31 40 07.04950(N)    104 27 24.77397(W) AD(       ) 1
 CD0920  NAD 27      -  31 40 06.60200(N)    104 27 23.01400(W) AD(       ) 1
 CD0920
 CD0920.Superseded values are not recommended for survey control.
 CD0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0920.See file dsdata.txt to determine how the superseded data were derived.
 CD0920
 CD0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER5148403834(NAD 83)
 CD0920_MARKER: DD = SURVEY DISK
 CD0920_SETTING: 66 = SET IN ROCK OUTCROP
 CD0920
 CD0920  HISTORY     - Date     Condition        Report By
 CD0920  HISTORY     - 1943     MONUMENTED       CGS
 CD0920  HISTORY     - 1946     GOOD             USGS
 CD0920
 CD0920                          STATION DESCRIPTION
 CD0920
 CD0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0920'THE STATION IS LOCATED ON A PROMINENT ROCK-TOPPED HILL ABOUT
 CD0920'50 MILES (AIRLINE) NNE OF VAN HORN, ABOUT 45 MILES NNW OF
 CD0920'KENT AND ABOUT 6.5 MILES NW OF WALKER WELLS RANCH HEADQUARTERS.
 CD0920'
 CD0920'THE STATION MARK IS A BRONZE DISK SET IN A DRILL HOLE IN
 CD0920'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  IT IS STAMPED
 CD0920'FORTIFIED 1943.
 CD0920'
 CD0920'REFERENCE MARK 1 IS A BRONZE DISK SET IN A DRILL HOLE IN
 CD0920'OUTCROPPING BEDROCK, FLUSH WITH GROUND AND ABOUT 2 FEET LOWER
 CD0920'THAN THE STATION.  IT IS STAMPED FORTIFIED NO 1 1943.
 CD0920'
 CD0920'REFERENCE MARK 2 IS A BRONZE DISK SET IN A DRILL HOLE IN
 CD0920'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  IT IS STAMPED
 CD0920'FORTIFIED NO 2 1943.
 CD0920'
 CD0920'THE AZIMUTH MARK IS ABOUT 1.5 MILES E OF THE STATION, NEAR
 CD0920'THE CAVE WELLS, ABOUT 85 FEET N OF THE E WINDMILL AND ABOUT
 CD0920'3 FEET N OF THE FENCE.  IT IS A BRONZE DISK SET IN A DRILL
 CD0920'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 INCHES
 CD0920'ABOVE GROUND LEVEL.  IT IS STAMPED FORTIFIED 1943.
 CD0920'
 CD0920'TO REACH FROM VAN HORN, GO E ON U.S. HIGHWAY 80 7.8 MILES.
 CD0920'TURN LEFT ON GRADED ROAD, ACROSS RAILROAD AT WILD HORSE
 CD0920'STATION, AND GO 8.5 MILES TO RANCH HOUSE.  CONTINUE ON
 CD0920'MAIN-TRAVELED ROAD 1.5 MILES TO FORKS.  TAKE LEFT FORK 2.2 MILES TO
 CD0920'RANCH BUILDINGS.  PASS TO THE E OF WINDMILL AND CONTINUE
 CD0920'ON MAIN-TRAVELED ROAD 8.8 MILES TO FORKS.  TAKE RIGHT FORK ON
 CD0920'BLADED ROAD 4.1 MILES TO FORKS.  TAKE LEFT FORK, AROUND
 CD0920'DIRT TANK, FOR 1 MILE TO FORKS.  CONTINUE STRAIGHT AHEAD
 CD0920'ON MAIN-TRAVELED ROAD 2 MILES TO GATE AND ROAD FORKS.
 CD0920'TAKE LEFT FORK THROUGH GATE 6 MILES TO SIDE ROAD LEFT.
 CD0920'KEEP STRAIGHT AHEAD 3.1 MILES.  TAKE RIGHT FORK 6.3
 CD0920'MILES TO WEATHERBY RANCH BUILDINGS.  PASS TO THE E OF CORRALS
 CD0920'AND CONTINUE ON MAIN-TRAVELED ROAD 5.1 MILES TO WALKER
 CD0920'WELLS.  GO THROUGH CORRALS AND TAKE RIGHT FORK ALONG FENCE,
 CD0920'JUST E OF WINDMILL.  CONTINUE ON MAIN-TRAVELED ROAD 5.5 MILES
 CD0920'TO CAVE WELLS.  TAKE TRACK ROAD AROUND CORRALS FOR 0.9 MILE.
 CD0920'FROM THIS POINT, THE STATION IS ABOUT 0.4 MILE ACROSS
 CD0920'COUNTRY ON A LONE ROCK-TOP HILL.
 CD0920'
 CD0920'A 4-FOOT STAND WAS USED FOR OBSERVATION.
 CD0920'
 CD0920'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CD0920
 CD0920                          STATION RECOVERY (1946)
 CD0920
 CD0920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 CD0920'STATION MARK--BRONZE USC-GS DISK, STAMPED ---FORTIFIED 1943---, SET
 CD0920'IN DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0936 ***********************************************************************
 BP0936  DESIGNATION -  FORTNERS RANCH HOUSE CHIMNEY
 BP0936  PID         -  BP0936
 BP0936  STATE/COUNTY-  TX/JEFF DAVIS
 BP0936  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0936
 BP0936                         *CURRENT SURVEY CONTROL
 BP0936  ___________________________________________________________________
 BP0936* NAD 83(1993)-  30 36 50.26990(N)    103 49 35.96812(W)     ADJUSTED  
 BP0936* NAVD 88     -                                                        
 BP0936  ___________________________________________________________________
 BP0936  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BP0936  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BP0936
 BP0936  HORZ ORDER  -  THIRD
 BP0936
 BP0936.The horizontal coordinates were established by classical geodetic methods
 BP0936.and adjusted by the National Geodetic Survey in February 1996..
 BP0936
 BP0936
 BP0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0936
 BP0936.The geoid height was determined by GEOID03.
 BP0936
 BP0936;                    North         East     Units Scale Factor Converg.
 BP0936;SPC TX C     - 3,110,271.512   365,123.269   MT  0.99990446   -1 47 57.4
 BP0936;SPC TX C     -10,204,282.45  1,197,908.59   sFT  0.99990446   -1 47 57.4
 BP0936;UTM  13      - 3,387,407.209   612,466.862   MT  0.99975604   +0 35 51.3
 BP0936
 BP0936                          SUPERSEDED SURVEY CONTROL
 BP0936
 BP0936  NAD 83(1986)-  30 36 50.27158(N)    103 49 35.96607(W) AD(       ) 4
 BP0936  NAD 27      -  30 36 49.71300(N)    103 49 34.32100(W) AD(       ) 3
 BP0936
 BP0936.Superseded values are not recommended for survey control.
 BP0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0936.See file dsdata.txt to determine how the superseded data were derived.
 BP0936
 BP0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP1246787407(NAD 83)
 BP0936_MARKER: 85 = CHIMNEY
 BP0936
 BP0936  HISTORY     - Date     Condition        Report By
 BP0936  HISTORY     - 1942     FIRST OBSERVED   CGS
 BP0936
 BP0936                          STATION DESCRIPTION
 BP0936
 BP0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0936'THIS INTERSECTION STATION IS THE CHIMNEY ON THE ROOF OF THE
 BP0936'FORTNER RANCH HOUSE.  LOCATED 4 MILES E OF FORT DAVIS, AND 2
 BP0936'MILES SW OF TRIANGULATION STATION KOKERNOT, AMONG A SMALL
 BP0936'GROUP OF TREES AND LESSER RANCH BUILDINGS WHICH SET ALONE ON
 BP0936'THE FLAT PRAIRIE.  THERE ARE THREE WINDMILLS AND A SMALL WATER
 BP0936'TANK AMONG THE BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1359 ***********************************************************************
 BL1359  DESIGNATION -  FOSTER
 BL1359  PID         -  BL1359
 BL1359  STATE/COUNTY-  TX/SAN JACINTO
 BL1359  USGS QUAD   -  CONROE NE (1976)
 BL1359
 BL1359                         *CURRENT SURVEY CONTROL
 BL1359  ___________________________________________________________________
 BL1359* NAD 83(1993)-  30 24 39.96384(N)    095 15 08.27282(W)     ADJUSTED  
 BL1359* NAVD 88     -        78.05   (+/-2cm)     256.1    (feet)  VERTCON   
 BL1359  ___________________________________________________________________
 BL1359  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BL1359  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL1359
 BL1359  HORZ ORDER  -  FIRST
 BL1359  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1359
 BL1359.The horizontal coordinates were established by classical geodetic methods
 BL1359.and adjusted by the National Geodetic Survey in February 1996..
 BL1359
 BL1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1359.The vertical order pertains to the NGVD 29 superseded value.
 BL1359
 BL1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1359
 BL1359.The geoid height was determined by GEOID03.
 BL1359
 BL1359;                    North         East     Units Scale Factor Converg.
 BL1359;SPC TX C     - 3,093,672.414 1,188,015.196   MT  0.99993444   +2 37 01.3
 BL1359;SPC TX C     -10,149,823.58  3,897,679.86   sFT  0.99993444   +2 37 01.3
 BL1359;UTM  15      - 3,366,493.408   283,644.638   MT  1.00017751   -1 08 26.0
 BL1359
 BL1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1359!SPC TX C     -   0.99999206  x   0.99993444  =   0.99992650
 BL1359!UTM  15      -   0.99999206  x   1.00017751  =   1.00016957
 BL1359
 BL1359:                Primary Azimuth Mark                     Grid Az
 BL1359:SPC TX C     -  LIBERTY HILL LOOKOUT TOWER               038 19 57.4
 BL1359:UTM  15      -  LIBERTY HILL LOOKOUT TOWER               042 05 24.7
 BL1359
 BL1359|---------------------------------------------------------------------|
 BL1359| PID    Reference Object                     Distance      Geod. Az  |
 BL1359|                                                           dddmmss.s |
 BL1359| BL2172 LIBERTY HILL LOOKOUT TOWER          APPROX.15.7 KM 0405658.7 |
 BL1359| BL2187 CLEVELAND MUNICIPAL TANK            APPROX.17.7 KM 1143614.6 |
 BL1359| BL1358 FOSTER RM 1                          35.329 METERS 11516     |
 BL1359| BL2188 FOSTORIA FOSTER LUMBER CO TANK      APPROX.12.6 KM 1365746.4 |
 BL1359| BL2190 FOSTORIA TENN GAS TRANS MAST        APPROX.13.4 KM 1370609.0 |
 BL1359| BL1360 FOSTER RM 2                          35.545 METERS 17444     |
 BL1359| BL1357 FOSTER AZ MK                                       2810518.2 |
 BL1359|---------------------------------------------------------------------|
 BL1359
 BL1359                          SUPERSEDED SURVEY CONTROL
 BL1359
 BL1359  NAD 83(1986)-  30 24 39.97679(N)    095 15 08.25736(W) AD(       ) 1
 BL1359  NAD 27      -  30 24 39.23000(N)    095 15 07.48000(W) AD(       ) 1
 BL1359  NGVD 29 (??/??/92)   78.058  (m)          256.10   (f) ADJ UNCH    2 0
 BL1359
 BL1359.Superseded values are not recommended for survey control.
 BL1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1359.See file dsdata.txt to determine how the superseded data were derived.
 BL1359
 BL1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8364566493(NAD 83)
 BL1359_MARKER: DS = TRIANGULATION STATION DISK
 BL1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1359_STAMPING: FOSTER 1942
 BL1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1359+STABILITY: SURFACE MOTION
 BL1359
 BL1359  HISTORY     - Date     Condition        Report By
 BL1359  HISTORY     - 1942     MONUMENTED       CGS
 BL1359  HISTORY     - 1947     GOOD             NGS
 BL1359  HISTORY     - 1952     GOOD             CGS
 BL1359  HISTORY     - 1959     GOOD             USGS
 BL1359  HISTORY     - 1962     GOOD             USGS
 BL1359
 BL1359                          STATION DESCRIPTION
 BL1359
 BL1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL1359'STATION IS ABOUT 7.5 MILES NNW OF FOSTORIA, ON A LOW FLAT
 BL1359'TOP HILL, ABOUT 1 MILE SW OF THE HOME OF A.R. ALABROOKS,
 BL1359'26 FEET NE OF A TRIANGULAR-BLAZED PINE TREE, 14 FEET E OF A
 BL1359'4-INCH PINE TREE, AND 5 FEET E OF A WHITE REFERENCE POST.
 BL1359'IT IS STAMPED FOSTER 1942 AND PROJECTS ABOUT 8 INCHES.
 BL1359'
 BL1359'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL1359'BRONZE DISKS SET IN CONCRETE.
 BL1359'
 BL1359'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 20 FEET W OF A
 BL1359'10-INCH PINE TREE, AND 12 FEET SW OF A 6-INCH OAK TREE.  IT
 BL1359'IS STAMPED FOSTER NO. 1 1942 AND PROJECTS ABOUT 6 INCHES.
 BL1359'
 BL1359'REFERENCE MARK NO. 2 IS S OF THE STATION, 21 FEET E OF A
 BL1359'12-INCH PINE TREE, AND 9 FEET SW OF AN 8-INCH PINE TREE.  IT
 BL1359'IS STAMPED FOSTER NO. 2 1942 AND PROJECTS ABOUT 6 INCHES.
 BL1359'
 BL1359'THE AZIMUTH MARK IS ABOUT 0.25 MILE W OF THE STATION, 40 FEET
 BL1359'ENE OF A WHITE REFERENCE POST, 46 FEET W OF A TRIANGULAR-BLAZED
 BL1359'PINE TREE, AND 48 FEET ENE OF A WOODS ROAD.  IT IS STAMPED
 BL1359'FOSTER 1942 AND PROJECTS ABOUT 8 INCHES.
 BL1359'
 BL1359'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FOSTORIA GO
 BL1359'N ON A DIRT ROAD FOR 7 MILES TO A T-INTERSECTION, TURN LEFT
 BL1359'AND GO 2 MILES TO A WOODS ROAD LEFT AT A TRIANGULAR-BLAZED PINE
 BL1359'TREE, BEAR LEFT AND FOLLOW WOODS ROAD 2.5 MILES TO A FORKS AT AN
 BL1359'OLD CORRAL, TAKE RIGHT FORK AND GO 0.4 MILE TO THE END OF
 BL1359'THE ROAD AT THE ALABROOKS HOUSE, TURN LEFT AND FOLLOW A DIM
 BL1359'WOODS ROAD SW FOR 0.9 MILE TO A TRIANGULAR-BLAZED TREE ON
 BL1359'THE RIGHT, TURN LEFT AND FOLLOW DIM TRAIL 0.1 MILE TO A
 BL1359'TRIANGULAR-BLAZED PINE TREE *AND STATION.  *FROM THIS POINT
 BL1359'CONTINUE ON WOODS ROAD 0.25 MILE TO THE AZIMUTH MARK ON THE
 BL1359'LEFT.
 BL1359'
 BL1359'A 90-FOOT SIGNAL AT DORA, A 90-FOOT SIGNAL AT HORCO, A 90-FOOT
 BL1359'SIGNAL AT WILLIS, A 90-FOOT SIGNAL AT WILLIS LOOKOUT, A 90-FOOT
 BL1359'SIGNAL AT HAWTHORNE, A 90-FOOT SIGNAL AT EVERGREEN, A 100-FOOT
 BL1359'SIGNAL AT NEBLETT AND A 90-FOOT SIGNAL AT FOSTORIA ARE ALL
 BL1359'VISIBLE AT 100 FEET.
 BL1359
 BL1359                          STATION RECOVERY (1947)
 BL1359
 BL1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1359'12.7 MI NW FROM FOSTORIA.
 BL1359'0.8 MILES SOUTH ALONG U. S. HIGHWAY 59 FROM THE POST OFFICE AT
 BL1359'CLEVELAND, MONTGOMERY COUNTY, THENCE 1.0 MILES WEST ALONG STATE
 BL1359'HIGHWAY 105, THENCE 5.1 MILES NORTH ALONG A PAVED ROAD, THENCE 1.2
 BL1359'MILES WEST ALONG A GRAVEL ROAD TO A ROAD FORK, THENCE 1.0 MILE
 BL1359'SOUTHWEST ALONG A DIRT ROAD TO A ROAD FORK, THENCE 0.6 MILE SOUTHWEST
 BL1359'ALONG DIRT ROAD TO ROAD FORK, THENCE 0.1 MILE SOUTH TO A TRAIL
 BL1359'CROSSING, THENCE 0.7 MILE WEST ALONG DIM TRAIL TO STATION, 170 YARDS
 BL1359'SOUTH OF CENTERLINE OF TRAIL, 30 FEET SOUTH OF TRIANGULAR BLAZED 12
 BL1359'IN. PINE, 25 FEET NORTH OF VERTICALLY BLAZED 12 IN. PINE, 14 FEET EAST
 BL1359'OF A TRIANGULAR BLAZED 8 IN. PINE, SET IN TOP OF CONCRETE POST
 BL1359'PROJECTING 4 INCHES.
 BL1359
 BL1359                          STATION RECOVERY (1952)
 BL1359
 BL1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1359'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 BL1359'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 BL1359'CONDITION.  DUE TO THE HEAVY GROWTH OF TIMBER THE AZIMUTH
 BL1359'MARK COULD NOT BE OBSERVED.
 BL1359'
 BL1359'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL1359'
 BL1359'THE STATION IS LOCATED ABOUT 11.0 MILES NORTHWEST OF CLEVELAND
 BL1359'AND ABOUT 7.5 MILES NORTH-NORTHWEST OF FOSTORIA ON THE SUMMIT
 BL1359'OF A SMALL HEAVILY WOODED HILL, 110 FEET WEST OF THE CENTER
 BL1359'OF A TRACK ROAD, 15 FEET EAST OF A 10 INCH TRIANGULAR BLAZED
 BL1359'PINE TREE AND 2 FEET EAST OF A WITNESS POST.  IT IS STAMPED
 BL1359'FOSTER 1942 AND PROJECTS 3 INCHES.
 BL1359'
 BL1359'REFERENCE MARK NO. 1 IS 6 FEET EAST OF THE CENTER OF TRACK
 BL1359'ROAD AND ON THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 BL1359'FOSTER NO 1 1942 AND PROJECTS 3 INCHES.
 BL1359'
 BL1359'REFERENCE MARK NO. 2 IS IN HEAVILY WOODED AREA AND ON THE SAME
 BL1359'ELEVATION AS THE STATION.  IT IS STAMPED FOSTER NO 2 1942
 BL1359'AND PROJECTS 4 INCHES.
 BL1359'
 BL1359'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 115.33 FEET.
 BL1359'
 BL1359'THE AZIMUTH MARK IS 45 FEET SOUTHWEST OF THE CENTER OF A CURVE
 BL1359'IN TRACK ROAD AND 2 FEET EAST OF A WITNESS POST.  IT IS STAMPED
 BL1359'FOSTER 1942 AND PROJECTS 5 INCHES.
 BL1359'
 BL1359'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK WEST OF THE
 BL1359'RAILROAD STATION IN CLEVELAND, GO SOUTH ON U.S. HIGHWAY 59
 BL1359'AND STATE HIGHWAY 105 FOR 0.5 MILE TO JUNCTION OF THESE
 BL1359'HIGHWAYS, TURN RIGHT AND GO WEST ON STATE HIGHWAY 105 FOR 1.0
 BL1359'MILE TO A T ROAD RIGHT.  TURN RIGHT AND GO NORTH ON DIRT ROAD
 BL1359'FOR 2.0 MILES TO A FORK, TAKE LEFT FORK AND GO WEST AND NORTH
 BL1359'FOR 4.0 MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR
 BL1359'2.7 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST FOR 1.6 MILES
 BL1359'TO END OF GRADED ROAD, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE
 BL1359'TO A FORK, TAKE LEFT FORK FOR 0.1 MILE TO A FORK, TAKE RIGHT
 BL1359'FORK AND GO SOUTHWEST FOR 0.2 MILE TO A FORK, TAKE RIGHT
 BL1359'FORK AND GO WEST FOR 0.2 MILE TO A FORK.  (TRIANGULAR BLAZED
 BL1359'TREE IN CENTER OF FORK.) TAKE LEFT FORK SOUTHWEST FOR 0.1
 BL1359'MILE TO A FORK, (TRIANGULAR BLAZED TREE IN CENTER OF
 BL1359'FORK.) TAKE LEFT FORK SOUTH FOR 0.1 MILE TO A
 BL1359'CROSSROAD, TURN RIGHT AND GO WESTERLY FOR 0.7 MILE TO A
 BL1359'SIDE ROAD ON LEFT, (CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 BL1359'TO AZIMUTH MARK ON LEFT AS DESCRIBED.) TURN SHARP
 BL1359'LEFT AND GO SOUTHEAST FOR 0.1 MILE TO REFERENCE MARK NO.
 BL1359'1 ON LEFT AND STATION ON RIGHT AS DESCRIBED.
 BL1359
 BL1359                          STATION RECOVERY (1959)
 BL1359
 BL1359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BL1359'RECOVERED IN GOOD CONDITION.
 BL1359
 BL1359                          STATION RECOVERY (1962)
 BL1359
 BL1359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (JWG)
 BL1359'STATION IS 0.8 MI. S ALONG U.S. HWY 59 FROM THE POST OFFICE
 BL1359'AT CLEVELAND, THENCE 1.0 MI. W ALONG STATE HWY 105, THENCE
 BL1359'5.1 MI. N ALONG PAVED RD., THENCE 1.2 MI. W ALONG GRAVEL RD. TO
 BL1359'RD. FORK, THENCE 1.0 MI. SW ALONG DIRT RD. TO RD. FORK, THENCE
 BL1359'0.6 MI. SW ALONG DIRT RD. TO RD. FORK, THENCE 0.1 MI. S TO
 BL1359'A TRAIL CROSSING, THENCE 0.7 MI. W ALONG DIM TRAIL TO STATION,
 BL1359'170 YDS. S OF C/1 OF TRAIL, 30 FT. S OF TRIANGULAR BLAZED
 BL1359'12 IN. PINE, 25 FT N OF VERTICALLY BLAZED 12 IN. PINE, 14 FT.
 BL1359'E OF A TRIANGULAR BLAZED 8 IN. PINE, SET IN TOP OF CONCRETE
 BL1359'POST PROJECTING 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2281 ***********************************************************************
 AN2281  DESIGNATION -  FOSTER
 AN2281  PID         -  AN2281
 AN2281  STATE/COUNTY-  TX/CALHOUN
 AN2281  USGS QUAD   -  SEADRIFT NE (1973)
 AN2281
 AN2281                         *CURRENT SURVEY CONTROL
 AN2281  ___________________________________________________________________
 AN2281* NAD 83(1993)-  28 29 30.48299(N)    096 34 53.91682(W)     ADJUSTED  
 AN2281* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AN2281  ___________________________________________________________________
 AN2281  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AN2281  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN2281
 AN2281  HORZ ORDER  -  SECOND
 AN2281
 AN2281.The horizontal coordinates were established by classical geodetic methods
 AN2281.and adjusted by the National Geodetic Survey in February 1996..
 AN2281
 AN2281.The orthometric height was scaled from a topographic map.
 AN2281
 AN2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2281
 AN2281.The geoid height was determined by GEOID03.
 AN2281
 AN2281;                    North         East     Units Scale Factor Converg.
 AN2281;SPC TXSC     - 4,075,426.302   836,761.515   MT  0.99997063   +1 11 05.2
 AN2281;SPC TXSC     -13,370,794.46  2,745,275.07   sFT  0.99997063   +1 11 05.2
 AN2281;UTM  14      - 3,154,067.777   736,729.204   MT  1.00029167   +1 09 15.0
 AN2281
 AN2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2281!SPC TXSC     -   1.00000377  x   0.99997063  =   0.99997440
 AN2281!UTM  14      -   1.00000377  x   1.00029167  =   1.00029544
 AN2281
 AN2281|---------------------------------------------------------------------|
 AN2281| PID    Reference Object                     Distance      Geod. Az  |
 AN2281|                                                           dddmmss.s |
 AN2281| CV7169 FOSTER RM 1                          22.370 METERS 16119     |
 AN2281| CV7170 FOSTER RM 2                          21.640 METERS 25604     |
 AN2281| AN0852 CORNER                              APPROX. 6.3 KM 3423637.5 |
 AN2281|---------------------------------------------------------------------|
 AN2281
 AN2281                          SUPERSEDED SURVEY CONTROL
 AN2281
 AN2281  NAD 83(1986)-  28 29 30.48786(N)    096 34 53.90338(W) AD(       ) 2
 AN2281  NAD 27      -  28 29 29.48100(N)    096 34 52.98700(W) AD(       ) 2
 AN2281
 AN2281.Superseded values are not recommended for survey control.
 AN2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2281.See file dsdata.txt to determine how the superseded data were derived.
 AN2281
 AN2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3672954068(NAD 83)
 AN2281_MARKER: DS = TRIANGULATION STATION DISK
 AN2281_SETTING: 0 = UNSPECIFIED SETTING
 AN2281
 AN2281  HISTORY     - Date     Condition        Report By
 AN2281  HISTORY     - 1934     MONUMENTED       CGS
 AN2281  HISTORY     - 1954     SEE DESCRIPTION  LOCSUR
 AN2281  HISTORY     - 1959     GOOD             DOWCO
 AN2281  HISTORY     - 1959     SEE DESCRIPTION  TX-057
 AN2281  HISTORY     - 1969     MARK NOT FOUND   CGS
 AN2281  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2281
 AN2281                          STATION DESCRIPTION
 AN2281
 AN2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2281'STATION IS LOCATED ON THE RANCH OF BOYD AND STEPHENS, ABOUT
 AN2281'8 MILES SSE OF PORT LAVACA, 1 MILE W OF POWDERHORN LAKE, AND
 AN2281'200 METERS NE OF A DIRT ROAD LEADING NW AND SE.
 AN2281'
 AN2281'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2281'SET IN CONCRETE.
 AN2281'
 AN2281'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN--RED-ROOFED RANCH
 AN2281'HOUSE (1-1/2 MILES), 17 DEG 30 MIN.  WINDMILL (0.2 MILE),
 AN2281'155 DEG 30 MIN.  WINDMILL (0.5 MILE), 347 DEG 00 MIN.  AND
 AN2281'PORT LAVACA, MUNICIPAL WATER TANK, 333 DEG 00 MIN.
 AN2281'
 AN2281'HEIGHT OF LIGHT ABOVE STATION MARK - 6.1 METERS.
 AN2281
 AN2281                          STATION RECOVERY (1954)
 AN2281
 AN2281'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1954 (BDP)
 AN2281'RECOVERED BY LORAC SERV. CORP.
 AN2281'
 AN2281'SURFACE MARK HAD BEEN REMOVED BUT WAS FOUND APPROXIMATELY
 AN2281'3 FT. FROM THE ORIGINAL LOCATION.  UNDERGROUND MARK WAS
 AN2281'RECOVERED IN GOOD CONDITION.
 AN2281'
 AN2281'SURFACE MARK WAS REPLACED.  REFERENCE MARKS NOT RECOVERED.
 AN2281'
 AN2281'FURTHER DESCRIPTION--5.25 MI. SE ALONG STATE FARM ROAD 1289
 AN2281'FROM THE INTERSECTION WITH STATE HIGHWAY 238, APPROXIMATELY
 AN2281'300 FT. SE OF A FENCE RUNNING NE-SW, APPROXIMATE 600 FT.
 AN2281'NW OF A FENCE RUNNING NE-SW, APPROXIMATE 200 M. NE OF THE
 AN2281'CENTERLINE OF FARM ROAD 1289.
 AN2281
 AN2281                          STATION RECOVERY (1959)
 AN2281
 AN2281'RECOVERY NOTE BY DOW CHEMICAL COMPANY 1959 (EWM)
 AN2281'STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED
 AN2281'AND APPARENTLY IN GOOD CONDITION.
 AN2281'
 AN2281'REFERENCE MARK 1 HAS BEEN PUSHED OVER AND OUT OF THE GROUND
 AN2281'AND IS NOW LYING ON THE GROUND NEAR ITS ORIGINAL POSITION.
 AN2281
 AN2281                          STATION RECOVERY (1959)
 AN2281
 AN2281'RECOVERY NOTE BY CALHOUN COUNTY TEXAS 1959 (CWH)
 AN2281'STATION WAS FOUND DESTROYED.
 AN2281
 AN2281                          STATION RECOVERY (1969)
 AN2281
 AN2281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2281'STATION NOT RECOVERED.  DISTANCES STEPPED OFF FROM ROAD
 AN2281'AND FENCES BUT NO TRACE OF ANY OF THE MARKS COULD BE FOUND.
 AN2281'AREA OF STATION IS NOW DIKED PASTURE LAND.  UNDERGROUND
 AN2281'MARK PROBABLY IN PLACE BUT CANNOT BE FOUND WITHOUT EXTENSIVE
 AN2281'SURVEY.
 AN2281'
 AN2281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 AN2281'SOUTH-SOUTHEAST OF PORT LAVACA.
 AN2281
 AN2281                          STATION RECOVERY (1998)
 AN2281
 AN2281'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2367 ***********************************************************************
 AN2367  DESIGNATION -  FOSTER
 AN2367  PID         -  AN2367
 AN2367  STATE/COUNTY-  TX/VICTORIA
 AN2367  USGS QUAD   -  VICTORIA EAST (1995)
 AN2367
 AN2367                         *CURRENT SURVEY CONTROL
 AN2367  ___________________________________________________________________
 AN2367* NAD 83(1993)-  28 50 38.77603(N)    096 55 06.88114(W)     ADJUSTED  
 AN2367* NAVD 88     -        30.85   (+/-2cm)     101.2    (feet)  VERTCON   
 AN2367  ___________________________________________________________________
 AN2367  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AN2367  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN2367
 AN2367  HORZ ORDER  -  FIRST
 AN2367  VERT ORDER  -  THIRD ? (See Below)
 AN2367
 AN2367.This mark is at Victoria Reg (VCT) Airport (VCT)
 AN2367
 AN2367.The horizontal coordinates were established by classical geodetic methods
 AN2367.and adjusted by the National Geodetic Survey in February 1996..
 AN2367
 AN2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2367.The vertical order pertains to the NGVD 29 superseded value.
 AN2367
 AN2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2367
 AN2367.The geoid height was determined by GEOID03.
 AN2367
 AN2367;                    North         East     Units Scale Factor Converg.
 AN2367;SPC TXSC     - 4,113,828.788   803,083.942   MT  0.99989967   +1 01 11.0
 AN2367;SPC TXSC     -13,496,786.62  2,634,784.57   sFT  0.99989967   +1 01 11.0
 AN2367;UTM  14      - 3,192,493.771   703,057.843   MT  1.00010886   +1 00 16.1
 AN2367
 AN2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2367!SPC TXSC     -   0.99999945  x   0.99989967  =   0.99989912
 AN2367!UTM  14      -   0.99999945  x   1.00010886  =   1.00010831
 AN2367
 AN2367:                Primary Azimuth Mark                     Grid Az
 AN2367:SPC TXSC     -  FOSTER 1943 AZ MK 2                      092 13 04.4
 AN2367:UTM  14      -  FOSTER 1943 AZ MK 2                      092 13 59.3
 AN2367
 AN2367|---------------------------------------------------------------------|
 AN2367| PID    Reference Object                     Distance      Geod. Az  |
 AN2367|                                                           dddmmss.s |
 AN2367| AN2371 FOSTER 1943 AZ MK 2                 APPROX. 1.1 KM 0931415.4 |
 AN2367| CV7171 FOSTER AZ MK                                       1175427.6 |
 AN2367| AN0733 FOSTER RM 1                          39.978 METERS 18350     |
 AN2367| CV7172 FOSTER RM 3                          19.214 METERS 19234     |
 AN2367| AN2059 VICTORIA CENTRAL P L CO STK         APPROX.10.8 KM 2360700.2 |
 AN2367| AN2369 VICTORIA EAST MUNICIPAL TANK        APPROX. 8.5 KM 2373215.0 |
 AN2367| AN2058 VICTORIA CO COURTHOUSE SPIRE        APPROX. 9.9 KM 2402653.9 |
 AN2367| AN2060 VICTORIA WEST MUNICIPAL TANK        APPROX.10.2 KM 2444758.2 |
 AN2367| AN0732 FOSTER RM 2                          28.492 METERS 27334     |
 AN2367| CV7173 FOSTER RM 4                          22.342 METERS 29931     |
 AN2367|---------------------------------------------------------------------|
 AN2367
 AN2367                          SUPERSEDED SURVEY CONTROL
 AN2367
 AN2367  NAD 83(1986)-  28 50 38.78633(N)    096 55 06.86620(W) AD(       ) 1
 AN2367  NAD 27      -  28 50 37.83000(N)    096 55 05.91900(W) AD(       ) 1
 AN2367  NGVD 29 (07/19/86)   30.93   (m)          101.5    (f) LEVELING    3  
 AN2367
 AN2367.Superseded values are not recommended for survey control.
 AN2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2367.See file dsdata.txt to determine how the superseded data were derived.
 AN2367
 AN2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0305892494(NAD 83)
 AN2367_MARKER: DS = TRIANGULATION STATION DISK
 AN2367_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AN2367_STAMPING: FOSTER 1943
 AN2367_MARK LOGO: CGS   
 AN2367_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AN2367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2367+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 AN2367
 AN2367  HISTORY     - Date     Condition        Report By
 AN2367  HISTORY     - 1943     MONUMENTED       CGS
 AN2367  HISTORY     - 19430615 GOOD             NGS
 AN2367  HISTORY     - 1944     GOOD             BGCO
 AN2367  HISTORY     - 1951     GOOD             USGS
 AN2367  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AN2367  HISTORY     - 1964     MARK NOT FOUND   CGS
 AN2367  HISTORY     - 1980     GOOD             NGS
 AN2367  HISTORY     - 1982     GOOD             NGS
 AN2367  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN2367  HISTORY     - 20041008 GOOD             INDIV
 AN2367
 AN2367                          STATION DESCRIPTION
 AN2367
 AN2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN2367'THE STATION IS LOCATED ABOUT 6 MILES NE OF VICTORIA, 0.4
 AN2367'MILE N OF U.S. HIGHWAY 59 ON THE PROPERTY OF THE U.S. ARMY
 AN2367'AIR CORPS FOSTER FIELD.  IT IS 70 FEET SW OF CONCRETE APRON
 AN2367'IN FRONT OF HANGARS, 46 FEET W OF NW LEG OF MOST EASTERLY
 AN2367'CONTROL TOWER AND 66 FEET W OF WATER HYDRANT ON THE LAWN.
 AN2367'THE MARK IS STAMPED FOSTER 1943, AND IS FLUSH WITH THE GROUND.
 AN2367'
 AN2367'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AN2367'DISKS SET IN CONCRETE.
 AN2367'
 AN2367'REFERENCE MARK NO. 1 IS SE OF STATION, 3 FEET S OF SIDEWALK
 AN2367'AND 1 FOOT N OF BARRACKS NEAR CORNER OF BUILDING.  MARK IS
 AN2367'STAMPED FOSTER NO. 1, 1943 AND IS FLUSH WITH GROUND.
 AN2367'
 AN2367'REFERENCE MARK NO. 2 IS W OF STATION, 6 FEET NW OF POWER
 AN2367'POLE AND 5 FEET E OF BUILDING.  MARK IS STAMPED FOSTER NO. 2,
 AN2367'1943 AND IS FLUSH WITH GROUND.
 AN2367'
 AN2367'AZIMUTH MARK IS 0.3 MILE SE OF STATION, 65 FEET N OF CENTER
 AN2367'LINE OF U.S. HIGHWAY 59, 1 FOOT S OF E-W FENCE LINE AT SE
 AN2367'END OF AIRPORT.  MARK IS STAMPED FOSTER 1943 AND PROJECTS
 AN2367'3 INCHES.  TO REACH FROM STATION RETURN TO E GATE OF FIELD,
 AN2367'TURN LEFT ON U.S. HIGHWAY 59 FOR 0.35 MILE TO STATION ON LEFT.
 AN2367'
 AN2367'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 AN2367'59 AND 77 IN THE N END OF VICTORIA, GO NE ON U.S. 59 FOR
 AN2367'6 MILES TO E GATE OF FIELD, TURN LEFT THROUGH GATE BY GUARD
 AN2367'HOUSE AND GO 0.05 MILE TO GATE ON RIGHT.  BEAR LEFT ABOUT
 AN2367'200 FEET AND TURN RIGHT ON PAVED STREET AND GO 0.15 MILE TO
 AN2367'ANOTHER GATE ON RIGHT.  TURN LEFT ON PAVED STREET AND GO
 AN2367'0.1 MILE TO STREET INTERSECTION, TURN RIGHT AND GO 150 FEET
 AN2367'TO RUNWAYS, THEN TURN LEFT ALONG RUNWAY TO FIRST FLIGHT
 AN2367'CONTROL TOWER AND STATION ON LEFT.
 AN2367'
 AN2367'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AN2367'
 AN2367'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AN2367
 AN2367                          STATION RECOVERY (1943)
 AN2367
 AN2367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AN2367'THE STATION IS LOCATED AT VICTORIA REGIONAL AIRPORT ON THE SOUTHWEST
 AN2367'SIDE OF, AND NEAR THE CENTER OF, THE MAIN RAMP.  IT IS IN THE GRASSY
 AN2367'AREA EAST OF A BIG HANGAR.  IT IS 40.7 FT (12.4 M) NE OF A SIDEWALK,
 AN2367'24.3 FT (7.4 M) NW OF THE CENTER OF THE DRIVE LEADING TO THE RAMP,
 AN2367'27.5 FT (8.4 M) SE OF A TRITON SIGN POST AND 24.8 FT (7.6 M) WEST OF
 AN2367'THE SW 1 OF 2 POLES FOR A CESSNA SIGN.  THE STATION IS A CGS
 AN2367'TRIANGULATION STATION DISK IN A CONCRETE POST STAMPED FOSTER 1943 AND
 AN2367'IS 0.8 FT (24.4 CM) BELOW THE GROUND.
 AN2367
 AN2367                          STATION RECOVERY (1944)
 AN2367
 AN2367'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1944 (CSS)
 AN2367'STATION RECOVERED
 AN2367
 AN2367                          STATION RECOVERY (1951)
 AN2367
 AN2367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 AN2367'STATION FOUND AS DESCRIBED.  FOSTER AIR FIELD ABANDONED
 AN2367'MARCH 1951.  CONTROL TOWER MENTIONED IN DESCRIPTION IS DEMOLISHED,
 AN2367'HOWEVER THE CONCRETE BASE FOR THE LEGS STILL INTACT.
 AN2367
 AN2367                          STATION RECOVERY (1963)
 AN2367
 AN2367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2367'STATION AND THE REFERENCE MARKS WERE NOT RECOVERED.  THE
 AN2367'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  ACCORDING
 AN2367'TO MR. PREVOST, AIRPORT MGR, AN ADDITION OF 18 FT X 53 FT
 AN2367'HAS BEEN ADDED ON TO THE OLD BUILDING.  HE SAYS, THAT THIS
 AN2367'ADDITON WAS ADDED ON OVER THE CONCRETE BASE OF A DEMOLISHED
 AN2367'CONTROL TOWER.  FROM ALL INDICATIONS THE STATION IS NOW
 AN2367'COVERED BY THIS ADDITION.
 AN2367
 AN2367                          STATION RECOVERY (1964)
 AN2367
 AN2367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 AN2367'STATION AND REFERENCE MARKS SEARCHED FOR BUT NOT RECOVERED.
 AN2367'AZIMUTH MARK RECOVERED BUT DISK HAD BEEN REMOVED.  THE MONUMENT
 AN2367'PROJECTS ABOUT TWO FEET AND IS LOOSE.
 AN2367
 AN2367                          STATION RECOVERY (1980)
 AN2367
 AN2367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2367'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AN2367'A SEARCH WAS MADE FOR THE REFERENCE MARKS 1 AND 2
 AN2367'AND THE AZIMUTH MARK BUT THEY WERE NOT FOUND.
 AN2367'REFERENCE MARKS 3 AND 4 AND AN AZIMUTH MARK 2 WERE
 AN2367'ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 AN2367'
 AN2367'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF VICTORIA,
 AN2367'0.6 MILE NORTH OF U.S. HIGHWAY 59 ON PROPERTY OWNED BY
 AN2367'THE VICTORIA MUNICIPAL AIRPORT.
 AN2367'PERMISSION TO USE THE STATION WAS GIVEN BY THE AIRPORT
 AN2367'MANAGER, MR. FRANK BARNETT (PHONE 578-2704).
 AN2367'
 AN2367'TO REACH THE STATION FROM THE MAIN ENTRANCE TO VICTORIA REGIONAL
 AN2367'AIRPORT, GO NORTHEAST (FOLLOW SIGN) FOR 0.6 MILES TO A
 AN2367'T-INTERSECTION AT MAIN AIRPORT BUILDING. TURN RIGHT AND GO 0.1
 AN2367'MILES TO A SIDE ROAD LEFT LEADING TO A PARKING LOT BESIDE THE
 AN2367'CHAPARRAL AVIATION HANGAR, TURN LEFT AND GO TO THE END OF THE
 AN2367'PARKING LOT AND THE STATION IN A GRASSY AREA AS DESCRIBED.
 AN2367'
 AN2367'THE STATION IS A STANDARD USC AND GS DISK
 AN2367'STAMPED---FOSTER 1943---,
 AN2367'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AN2367'RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED
 AN2367'42 FEET NORTH FROM THE CENTER OF A SIDE WALK,
 AN2367'27.5 FEET SOUTHEAST FROM A METAL POST WITH SIGN (PHILLIPS 66)
 AN2367'AND 24.8 FEET WEST-SOUTHWEST FROM THE SOUTH POST OF A
 AN2367'BEACHCRAFT SIGN.
 AN2367'THE UNDERGROUND MARK IS A STANDARD USC AND GS DISK
 AN2367'STAMPED---FOSTER 1943---,
 AN2367'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AN2367'
 AN2367'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AN2367'STAMPED---FOSTER 1943 NO 3 1980---,
 AN2367'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF AN OLD
 AN2367'BUILDING FOUNDATION WHERE THE BUILDING HAS BEEN REMOVED.
 AN2367'IT IS LOCATED
 AN2367'78 FEET SOUTH FROM A METAL POST WITH SIGN (PHILLIPS 66),
 AN2367'77.5 FEET NORTH-NORTHEAST FROM THE SOUTH POST OF THE BEACHCRAFT
 AN2367'SIGN AND 12 FEET SOUTHEAST FROM THE CENTER OF A SIDE WALK,
 AN2367'AND 12 FEET SOUTHWEST FROM THE CENTER OF THE SIDEWALK
 AN2367'MARK IS ABOVE STATION 30 CM.
 AN2367'
 AN2367'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 AN2367'STAMPED---FOSTER 1943 NO 4 1980---,
 AN2367'CEMENTED IN THE SOUTH EDGE OF A CONCRETE PARKING AREA ON
 AN2367'THE EAST SIDE OF CHAPPARAL AVIATION BUILDING.
 AN2367'IT IS LOCATED
 AN2367'46 FEET WEST FROM THE METAL POST WITH SIGN (PHILLIPS 66),
 AN2367'35 FEET NORTHEAST FROM THE NORTHEAST CORNER OF THE
 AN2367'CHAPPARAL AVIATION BUILDING
 AN2367'AND 23 FEET NORTH FROM A LAMP POST
 AN2367'MARK IS LEVEL WITH STATION.
 AN2367'
 AN2367'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 AN2367'STAMPED---FOSTER 1943 NO 2 1980---,
 AN2367'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AN2367'FLUSH WITH GROUND.  IT IS LOCATED
 AN2367'89.1 FEET NORTHWEST FROM THE CENTER OF THE SOUTHBOUND LANE OF
 AN2367'HIGHWAY 59 BUSINESS,
 AN2367'33.3 FEET SOUTH-SOUTHEAST FROM A UTILITY POLE NUMBER
 AN2367'C34643X, 4.2 FEET NORTH FROM A METAL WITNESS POST
 AN2367'AND 1.0 FEET WEST FROM A NORTH-SOUTH FENCE.
 AN2367'TO REACH AZIMUTH MARK FROM THE STATION PROCEED TO THE MAIN ENTRANCE
 AN2367'OF THE AIRPIORT, GO NORTHEAST ON HIGHWAY 59 FOR 1.05 MILES
 AN2367'TO THE MARK ON THE NORTH SIDE OF THE HIGHWAY WHERE THERE
 AN2367'IS A CHANGE IN THE FENCE LINE.
 AN2367'
 AN2367'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 AN2367
 AN2367                          STATION RECOVERY (1982)
 AN2367
 AN2367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (ARB)
 AN2367'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE
 AN2367'MARKS 3 AND 4 WERE ALSO RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AN2367'THE AZIMUTH MARK 2 WAS ALSO RECOVERED AS DESCRIBED.
 AN2367'
 AN2367'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED AT
 AN2367'VICTORIA.
 AN2367
 AN2367                          STATION RECOVERY (1991)
 AN2367
 AN2367'RECOVERY NOTE BY US POWER SQUADRON 1991 (JSC)
 AN2367'MARK NOT FOUND.
 AN2367
 AN2367                          STATION RECOVERY (2004)
 AN2367
 AN2367'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AN2367'RM 3 AND 4 IN GOOD CONDITION, STATION IS 10 TO 12 INCHES BELOW THE
 AN2367'SURFACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1446 ***********************************************************************
 DM1446  DESIGNATION -  FOSTER
 DM1446  PID         -  DM1446
 DM1446  STATE/COUNTY-  TX/LAMAR
 DM1446  USGS QUAD   -  DIRECT (1980)
 DM1446
 DM1446                         *CURRENT SURVEY CONTROL
 DM1446  ___________________________________________________________________
 DM1446* NAD 83(1993)-  33 49 05.34119(N)    095 46 28.31466(W)     ADJUSTED  
 DM1446* NAVD 88     -       168.99   (+/-2cm)     554.4    (feet)  VERTCON   
 DM1446  ___________________________________________________________________
 DM1446  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 DM1446  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DM1446
 DM1446  HORZ ORDER  -  FIRST
 DM1446  VERT ORDER  -  THIRD ? (See Below)
 DM1446
 DM1446.The horizontal coordinates were established by classical geodetic methods
 DM1446.and adjusted by the National Geodetic Survey in February 1996..
 DM1446
 DM1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1446.The vertical order pertains to the NGVD 29 superseded value.
 DM1446
 DM1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1446
 DM1446.The geoid height was determined by GEOID03.
 DM1446
 DM1446;                    North         East     Units Scale Factor Converg.
 DM1446;SPC TXNC     - 2,241,859.190   852,289.169   MT  0.99996195   +1 29 11.2
 DM1446;SPC TXNC     - 7,355,166.36  2,796,218.72   sFT  0.99996195   +1 29 11.2
 DM1446;UTM  15      - 3,745,455.375   243,194.812   MT  1.00041308   -1 32 42.1
 DM1446
 DM1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1446!SPC TXNC     -   0.99997780  x   0.99996195  =   0.99993975
 DM1446!UTM  15      -   0.99997780  x   1.00041308  =   1.00039087
 DM1446
 DM1446|---------------------------------------------------------------------|
 DM1446| PID    Reference Object                     Distance      Geod. Az  |
 DM1446|                                                           dddmmss.s |
 DM1446| CY1885 FOSTER RM 1                          34.497 METERS 02917     |
 DM1446| CY1884 FOSTER AZ MK                                       1032930.5 |
 DM1446| EL0735 BENNINGTON MUNICIPAL TANK           APPROX.32.0 KM 3100928.8 |
 DM1446| CY1886 FOSTER RM 2                          39.694 METERS 32105     |
 DM1446|---------------------------------------------------------------------|
 DM1446
 DM1446                          SUPERSEDED SURVEY CONTROL
 DM1446
 DM1446  NAD 83(1993)-  33 49 05.34181(N)    095 46 28.31443(W) AD(       ) 1
 DM1446  NAD 83(1986)-  33 49 05.34754(N)    095 46 28.30527(W) AD(       ) 1
 DM1446  NAD 27      -  33 49 04.98500(N)    095 46 27.42600(W) AD(       ) 1
 DM1446  NGVD 29 (07/19/86)  168.95   (m)          554.3    (f) LEVELING    3  
 DM1446
 DM1446.Superseded values are not recommended for survey control.
 DM1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1446.See file dsdata.txt to determine how the superseded data were derived.
 DM1446
 DM1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT4319545455(NAD 83)
 DM1446_MARKER: DS = TRIANGULATION STATION DISK
 DM1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1446
 DM1446  HISTORY     - Date     Condition        Report By
 DM1446  HISTORY     - 1935     MONUMENTED       CGS
 DM1446  HISTORY     - 1957     GOOD             CGS
 DM1446  HISTORY     - 19950607 GOOD             USPSQD
 DM1446
 DM1446                          STATION DESCRIPTION
 DM1446
 DM1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1446'STATION IS ABOUT 3-1/2 MILES S OF THE RED RIVER, ABOUT 16 MILES
 DM1446'NW OF PARIS, AND ABOUT 17 MILES NE OF HONEY GROVE, ON LAND
 DM1446'OWNED BY A.V. FOSTER.  THE STATION MARK IS AT N EDGE OF
 DM1446'OAK WOODS.  76 FEET S OF THE CENTER LINE OF E AND W DIRT ROAD.
 DM1446'60 FEET S OF S RIGHT-OF-WAY FENCE LINE.  MARK PROJECTS 4
 DM1446'INCHES.  MR. FOSTERS HOUSE IS ABOUT 1 MILE E OF THE STATION.
 DM1446'
 DM1446'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1446'BRONZE DISKS SET IN CONCRETE.
 DM1446'
 DM1446'REFERENCE MARK NO. 1 IS NE AND ACROSS ROAD FROM THE STATION.
 DM1446'27 FEET N OF THE CENTER LINE OF ROAD.  1-1/2 FEET S OF THE N
 DM1446'RIGHT-OF-WAY FENCE LINE.  MARK PROJECTS 7 INCHES.
 DM1446'
 DM1446'REFERENCE MARK NO. 2 IS NW AND ACROSS ROAD FROM THE STATION.  27
 DM1446'FEET N OF THE CENTER LINE OF ROAD.  6 INCHES S OF S RIGHT-OF-WAY
 DM1446'FENCE LINE.  MARK PROJECTS 6 INCHES.
 DM1446'
 DM1446'DISTANCE BETWEEN THE REFERENCE MARKS IS 137.18 FEET.
 DM1446'
 DM1446'AZIMUTH MARK IS E OF THE STATION.  ABOUT 100 YARDS ESE OF POINT
 DM1446'WHERE ROAD TURNS SLIGHTLY TO THE S, 18 FEET SSE OF THE CENTER
 DM1446'LINE OF ROAD.  6 INCHES SSE OF FENCE LINE.  MARK PROJECTS 5
 DM1446'INCHES.
 DM1446'
 DM1446'TO REACH STATION FROM PARIS, AT INTERSECTION OF U.S. HIGHWAY
 DM1446'271 AND STATE HIGHWAY 5, GO W ON STATE HIGHWAY 5, 8.0 MILES
 DM1446'TO POINT WHERE STATE HIGHWAY 5 TURNS S AND DIRT ROAD LEADS N.
 DM1446'FOLLOW DIRT ROAD N, W AND N AGAIN 6.05 MILES TO T-INTERSECTION
 DM1446'AT SCHOOLHOUSE.  THENCE W 0.15 MILE TO TURN N.  THEN N 0.15 MILE
 DM1446'TO STORE IN VILLAGE OF GLOBE.  THENCE W ON DIRT ROAD WHICH
 DM1446'WINDS A LOT, 6.5 MILES TO T-INTERSECTION.  THENCE N (RIGHT)
 DM1446'0.3 MILE TO SIDE ROAD W (LEFT).  THEN W AND N 2.0 MILES TO
 DM1446'T-INTERSECTION.  TURN E 2.0 MILES TO SMALL CABIN ON N.
 DM1446'CONTINUE 0.5 MILE TO TOP OF RISE AND STATION ON S.
 DM1446'
 DM1446'ALL LIGHTS COME INTO VIEW AT 55 FEET.
 DM1446
 DM1446                          STATION RECOVERY (1957)
 DM1446
 DM1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1446'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTION
 DM1446'CHANGES FOR PROCEEDING TO STATION SITE ARE--FROM RAGTOWN
 DM1446'COMMUNITY ON F.M. 197 PROCEED SOUTH THEN WEST TO A COUNTY ROAD
 DM1446'NORTH.  STATION IS 17.5 FEET SOUTH OF SOUTH RIGHT-OF-WAY
 DM1446'LINE AND 0.11 MILES WEST FROM COUNTY ROAD.
 DM1446
 DM1446                          STATION RECOVERY (1995)
 DM1446
 DM1446'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0685 ***********************************************************************
 DP0685  DESIGNATION -  FOSTER
 DP0685  PID         -  DP0685
 DP0685  STATE/COUNTY-  TX/LUBBOCK
 DP0685  USGS QUAD   -  ABERNATHY SW (1985)
 DP0685
 DP0685                         *CURRENT SURVEY CONTROL
 DP0685  ___________________________________________________________________
 DP0685* NAD 83(1993)-  33 47 25.07028(N)    101 53 43.62754(W)     ADJUSTED  
 DP0685* NAVD 88     -      1023.4    (meters)    3358.     (feet)  VERTCON   
 DP0685  ___________________________________________________________________
 DP0685  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DP0685  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 DP0685
 DP0685  HORZ ORDER  -  FIRST
 DP0685
 DP0685.The horizontal coordinates were established by classical geodetic methods
 DP0685.and adjusted by the National Geodetic Survey in February 1996..
 DP0685
 DP0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0685
 DP0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0685
 DP0685.The geoid height was determined by GEOID03.
 DP0685
 DP0685;                    North         East     Units Scale Factor Converg.
 DP0685;SPC TXNC     - 2,240,578.193   285,611.874   MT  0.99995557   -1 51 06.7
 DP0685;SPC TXNC     - 7,350,963.62    937,044.96   sFT  0.99995557   -1 51 06.7
 DP0685;UTM  14      - 3,742,674.239   231,912.153   MT  1.00048611   -1 36 40.6
 DP0685
 DP0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0685!SPC TXNC     -   0.99984332  x   0.99995557  =   0.99979890
 DP0685!UTM  14      -   0.99984332  x   1.00048611  =   1.00032936
 DP0685
 DP0685:                Primary Azimuth Mark                     Grid Az
 DP0685:SPC TXNC     -  TUCO UTILITIES CO WATER TANK             029 29 45.9
 DP0685:UTM  14      -  TUCO UTILITIES CO WATER TANK             029 15 19.8
 DP0685
 DP0685|---------------------------------------------------------------------|
 DP0685| PID    Reference Object                     Distance      Geod. Az  |
 DP0685|                                                           dddmmss.s |
 DP0685| DP0681 TUCO UTILITIES CO WATER TANK        APPROX.10.3 KM 0273839.2 |
 DP0685| CJ5576 ABERNATHY TALLEST BLACK TANK                       0491127.4 |
 DP0685| DP0674 LUBBOCK MUNICIPAL STANDPIPE         APPROX.23.8 KM 1724744.3 |
 DP0685| CJ7779 LUBBOCK W TEX TECH COL TK                          1752323.5 |
 DP0685| CJ6400 FOSTER RM 2                          63.930 METERS 25947     |
 DP0685| CJ6399 FOSTER RM 1                         304.801 METERS 35513     |
 DP0685|---------------------------------------------------------------------|
 DP0685
 DP0685                          SUPERSEDED SURVEY CONTROL
 DP0685
 DP0685  NAD 83(1986)-  33 47 25.07614(N)    101 53 43.62033(W) AD(       ) 1
 DP0685  NAD 27      -  33 47 24.79200(N)    101 53 41.99200(W) AD(       ) 1
 DP0685  NGVD 29 (07/19/86) 1023.0    (m)         3356.     (f) VERT ANG       
 DP0685
 DP0685.Superseded values are not recommended for survey control.
 DP0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0685.See file dsdata.txt to determine how the superseded data were derived.
 DP0685
 DP0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3191242674(NAD 83)
 DP0685_MARKER: DS = TRIANGULATION STATION DISK
 DP0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0685
 DP0685  HISTORY     - Date     Condition        Report By
 DP0685  HISTORY     - 1932     MONUMENTED       CGS
 DP0685  HISTORY     - 1937     GOOD             TSI
 DP0685  HISTORY     - 1955     GOOD             CGS
 DP0685  HISTORY     - 1956     GOOD             USGS
 DP0685
 DP0685                          STATION DESCRIPTION
 DP0685
 DP0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0685'ABOUT 3 MILES W AND 3 MILES S OF ABERNATHY 2-1/2 MILES S OF THE
 DP0685'HALE-LUBBOCK COUNTY LINE, ABOUT 0.7 MILE N AND 0.4 MILE W OF
 DP0685'THE SE CORNER OF SECTION 10, BLOCK D, ON LAND BELONGING TO A MR.
 DP0685'FOSTER OF LUBBOCK.  STATION IS ON W EMBANKMENT AROUND RESERVOIR,
 DP0685'4.5 METERS (15 FEET) E OF A N-S FENCE TO W OF RESERVOIR, AND
 DP0685'16 METERS (52 FEET) SE OF WINDMILL AND WELL IN SE CORNER OF A
 DP0685'LOT CONTAINING SMALL FARMHOUSE AND SHED.  STATION REACHED FROM
 DP0685'ABERNATHY BY GOING S 3.6 MILES ON U.S. HIGHWAY 385 FROM
 DP0685'POST OFFICE TO SECTION-LINE ROAD LEADING W.  THENCE W 3.0
 DP0685'MILES TO ROAD LEADING N, THEN N 0.7 MILE, AND W 0.4 MILE TO
 DP0685'STATION.
 DP0685'
 DP0685'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 DP0685'SET IN CONCRETE.
 DP0685'
 DP0685'REFERENCE MARK NO. 1 IS IN FENCE LINE N OF STATION, APPROXIMATELY
 DP0685'1,000 FEET FROM STATION N 04 DEG 46 MIN W.
 DP0685'
 DP0685'REFERENCE MARK NO. 2 IS SW OF FARMHOUSE, S OF FENCE, AND 63.93
 DP0685'METERS (209.7 FEET) FROM STATION, S 79 DEG 47 MIN W.
 DP0685'
 DP0685'BEARING FROM STATION OF LUBBOCK, MUNICIPAL STANDPIPE, IS
 DP0685'S 07 DEG 12 MIN E.
 DP0685
 DP0685                          STATION RECOVERY (1937)
 DP0685
 DP0685'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 DP0685'DESCRIPTION SATISFACTORY.
 DP0685
 DP0685                          STATION RECOVERY (1955)
 DP0685
 DP0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 DP0685'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 DP0685'CONDITION.  PROPERTY IS NOW OWNED BY MR. G.G. FLINN.
 DP0685
 DP0685                          STATION RECOVERY (1956)
 DP0685
 DP0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DP0685'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.
 DP0685'
 DP0685'WIND EROSION HAS EXPOSED STATION MONUMENT CONSIDERABLY.  TABLET
 DP0685'IS NOW ABOUT 2 FEET ABOVE GROUND LEVEL.
 DP0685'
 DP0685'AZIMUTH MARK RECOVERED IN GOOD CONDITION.  THIS MARK IS IN DANGER
 DP0685'OF BEING DAMAGED OR DESTROYED AS NO PRECAUTION HAS BEEN TAKEN
 DP0685'TO KEEP FARM MACHINERY FROM AVOIDING IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1083 ***********************************************************************
 CU1083  DESIGNATION -  FOSTER
 CU1083  PID         -  CU1083
 CU1083  STATE/COUNTY-  TX/MITCHELL
 CU1083  USGS QUAD   -  IATAN (1978)
 CU1083
 CU1083                         *CURRENT SURVEY CONTROL
 CU1083  ___________________________________________________________________
 CU1083* NAD 83(1993)-  32 18 38.85157(N)    101 07 55.31015(W)     ADJUSTED  
 CU1083* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 CU1083  ___________________________________________________________________
 CU1083  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 CU1083  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CU1083
 CU1083  HORZ ORDER  -  THIRD
 CU1083
 CU1083.The horizontal coordinates were established by classical geodetic methods
 CU1083.and adjusted by the National Geodetic Survey in February 1996..
 CU1083
 CU1083.The orthometric height was scaled from a topographic map.
 CU1083
 CU1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1083
 CU1083.The geoid height was determined by GEOID03.
 CU1083
 CU1083;                    North         East     Units Scale Factor Converg.
 CU1083;SPC TXNC     - 2,074,533.079   352,170.691   MT  0.99995558   -1 26 07.8
 CU1083;SPC TXNC     - 6,806,197.28  1,155,413.34   sFT  0.99995558   -1 26 07.8
 CU1083;UTM  14      - 3,576,882.187   299,280.562   MT  1.00009685   -1 08 23.9
 CU1083
 CU1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1083!SPC TXNC     -   0.99989399  x   0.99995558  =   0.99984958
 CU1083!UTM  14      -   0.99989399  x   1.00009685  =   0.99999083
 CU1083
 CU1083:                Primary Azimuth Mark                     Grid Az
 CU1083:SPC TXNC     -  BYNUM                                    086 06 22.4
 CU1083:UTM  14      -  BYNUM                                    085 48 38.5
 CU1083
 CU1083|---------------------------------------------------------------------|
 CU1083| PID    Reference Object                     Distance      Geod. Az  |
 CU1083|                                                           dddmmss.s |
 CU1083| CU1080 BYNUM                               APPROX.12.4 KM 0844014.6 |
 CU1083|---------------------------------------------------------------------|
 CU1083
 CU1083                          SUPERSEDED SURVEY CONTROL
 CU1083
 CU1083  NAD 83(1986)-  32 18 38.85666(N)    101 07 55.30176(W) AD(       ) 3
 CU1083  NAD 27      -  32 18 38.42689(N)    101 07 53.87591(W) AD(       ) 3
 CU1083
 CU1083.Superseded values are not recommended for survey control.
 CU1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1083.See file dsdata.txt to determine how the superseded data were derived.
 CU1083
 CU1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA9928176882(NAD 83)
 CU1083_MARKER: DD = SURVEY DISK
 CU1083_SETTING: 0 = UNSPECIFIED SETTING
 CU1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU1083
 CU1083  HISTORY     - Date     Condition        Report By
 CU1083  HISTORY     - 1949     MONUMENTED       USGS
 CU1083
 CU1083                          STATION DESCRIPTION
 CU1083
 CU1083'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 CU1083'IATAN, 1.7 MI. S. AND 0.5 MI. W. OF, ON LAND OWNED AND OCCUPIED BY
 CU1083'MR. FOSTER, TO REACH FROM IATAN, GO E. 0.5 MI. TO T-RD. S., GO S.
 CU1083'2.0 MI. TO T-RD. W., 0.85 MI. W. TO GATE IN N. RIGHT-OF-WAY FENCE,
 CU1083'GO THROUGH GAP AND CROSS COUNTRY 0.3 MI. N. TO TOP OF HILL AND
 CU1083'STATION.  STATION IS ON N. END OF HILL COVERED WITH SMALL CEDAR TREES.
 CU1083'
 CU1083'STATION MARK--STANDARD TABLET STAMPED ---FOSTER 1949--- AND SET IN
 CU1083'CONCRETE POST.
 CU1083'
 CU1083'REFERENCE MARK NO. 1--STANDARD TABLET, 103.69 FT. NW. OF STATION ON
 CU1083'N. SLOPE OF HILL, IN CONCRETE POST, STAMPED ---FOSTER NO. 1 1949---.
 CU1083'
 CU1083'REFERENCE MARK NO. 2--STANDARD TABLET, 100.04 FT. NE. OF STATION ON
 CU1083'E. SLOPE OF HILL, IN CONCRETE POST, STAMPED ---FOSTER NO. 2 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2371 ***********************************************************************
 AN2371  DESIGNATION -  FOSTER 1943 AZ MK 2
 AN2371  PID         -  AN2371
 AN2371  STATE/COUNTY-  TX/VICTORIA
 AN2371  USGS QUAD   -  VICTORIA EAST (1995)
 AN2371
 AN2371                         *CURRENT SURVEY CONTROL
 AN2371  ___________________________________________________________________
 AN2371* NAD 83(1993)-  28 50 36.72460(N)    096 54 25.72736(W)     ADJUSTED  
 AN2371* NAVD 88     -        30.8    (meters)     101.     (feet)  VERTCON   
 AN2371  ___________________________________________________________________
 AN2371  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AN2371  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN2371
 AN2371  HORZ ORDER  -  SECOND
 AN2371
 AN2371.The horizontal coordinates were established by classical geodetic methods
 AN2371.and adjusted by the National Geodetic Survey in February 1996..
 AN2371
 AN2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2371
 AN2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2371
 AN2371.The geoid height was determined by GEOID03.
 AN2371
 AN2371;                    North         East     Units Scale Factor Converg.
 AN2371;SPC TXSC     - 4,113,785.552   804,200.333   MT  0.99989976   +1 01 31.1
 AN2371;SPC TXSC     -13,496,644.77  2,638,447.26   sFT  0.99989976   +1 01 31.1
 AN2371;UTM  14      - 3,192,450.228   704,174.458   MT  1.00011447   +1 00 35.9
 AN2371
 AN2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2371!SPC TXSC     -   0.99999945  x   0.99989976  =   0.99989921
 AN2371!UTM  14      -   0.99999945  x   1.00011447  =   1.00011392
 AN2371
 AN2371                          SUPERSEDED SURVEY CONTROL
 AN2371
 AN2371  NAD 83(1986)-  28 50 36.73501(N)    096 54 25.71243(W) AD(       ) 2
 AN2371  NAD 27      -  28 50 35.77864(N)    096 54 24.76632(W) AD(       ) 2
 AN2371  NGVD 29 (07/19/86)   30.9    (m)          101.     (f) VERT ANG       
 AN2371
 AN2371.Superseded values are not recommended for survey control.
 AN2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2371.See file dsdata.txt to determine how the superseded data were derived.
 AN2371
 AN2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0417492450(NAD 83)
 AN2371_MARKER: DZ = AZIMUTH MARK DISK
 AN2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN2371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AN2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2371+STABILITY: SURFACE MOTION
 AN2371
 AN2371  HISTORY     - Date     Condition        Report By
 AN2371  HISTORY     - 1980     MONUMENTED       NGS
 AN2371
 AN2371                          STATION DESCRIPTION
 AN2371
 AN2371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2371'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF VICTORIA,
 AN2371'0.6 MILE SOUTHEAST OF THE VICTORIA MUNICIPAL AIRPORT AND ON
 AN2371'HIGHWAY RIGHT-OF-WAY.
 AN2371'
 AN2371'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE VICTORIA
 AN2371'MUNICIPAL AIRPORT, GO NORTHEAST ON HIGHWAY 59 FOR 1.05 MILES
 AN2371'TO THE MARK ON THE NORTH SIDE OF THE HIGHWAY WHERE THERE IS A
 AN2371'CHANGE IN THE FENCE LINE.
 AN2371'
 AN2371'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AN2371'STAMPED---FOSTER 1943 NO 2 1980---,
 AN2371'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AN2371'FLUSH WITH GROUND.  IT IS LOCATED
 AN2371'89.1 FEET NORTHWEST FROM THE CENTER OF THE SOUTHBOUND LANE OF
 AN2371'HIGHWAY 59 BUSINESS,
 AN2371'33.3 FEET SOUTH-SOUTHEAST FROM A UTILITY POLE NUMBER
 AN2371'C34643X,
 AN2371'4.2 FEET NORTH FROM A METAL WITNESS POST AND
 AN2371'1.0 FEET WEST FROM A NORTH-SOUTH FENCE.
 AN2371'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 AN2371'STAMPED---FOSTER 1943 NO 2 1980---, SET INTO THE TOP OF AN
 AN2371'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND.
 AN2371'
 AN2371'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 AN2371'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 AN2371'
 AN2371'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 AN2371'
 AN2371'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AN2371'FOSTER 1943 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1357 ***********************************************************************
 BL1357  DESIGNATION -  FOSTER AZ MK
 BL1357  PID         -  BL1357
 BL1357  STATE/COUNTY-  TX/SAN JACINTO
 BL1357  USGS QUAD   -  CONROE NE (1976)
 BL1357
 BL1357                         *CURRENT SURVEY CONTROL
 BL1357  ___________________________________________________________________
 BL1357* NAD 83(1986)-  30 24 40.     (N)    095 15 25.     (W)     SCALED    
 BL1357* NAVD 88     -        70.39   (+/-2cm)     230.9    (feet)  VERTCON   
 BL1357  ___________________________________________________________________
 BL1357  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL1357
 BL1357  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1357
 BL1357.The horizontal coordinates were scaled from a topographic map and have
 BL1357.an estimated accuracy of +/- 6 seconds.
 BL1357
 BL1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1357.The vertical order pertains to the NGVD 29 superseded value.
 BL1357
 BL1357.The geoid height was determined by GEOID03.
 BL1357
 BL1357;                    North         East    Units  Estimated Accuracy
 BL1357;SPC TX C     - 3,093,650.    1,187,570.      MT  (+/- 180 meters Scaled)
 BL1357
 BL1357                          SUPERSEDED SURVEY CONTROL
 BL1357
 BL1357  NGVD 29 (??/??/92)   70.395  (m)          230.95   (f) ADJ UNCH    2 0
 BL1357
 BL1357.Superseded values are not recommended for survey control.
 BL1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1357.See file dsdata.txt to determine how the superseded data were derived.
 BL1357
 BL1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP831665(NAD 83)
 BL1357_MARKER: DZ = AZIMUTH MARK DISK
 BL1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1357_STAMPING: FOSTER 1942
 BL1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1357+STABILITY: SURFACE MOTION
 BL1357
 BL1357  HISTORY     - Date     Condition        Report By
 BL1357  HISTORY     - 1942     MONUMENTED       CGS
 BL1357  HISTORY     - 1947     GOOD             NGS
 BL1357  HISTORY     - 1959     GOOD             USGS
 BL1357
 BL1357                          STATION DESCRIPTION
 BL1357
 BL1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1357'12.9 MI NW FROM FOSTORIA.
 BL1357'0.8 MILE SOUTH ALONG U.S. HIGHWAY 59 FROM THE POST OFFICE AT
 BL1357'CLEVELAND, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 105, THENCE 5.1
 BL1357'MILES NORTH ALONG PAVED ROAD, THENCE 1.2 MILES WEST ALONG GRAVEL ROAD
 BL1357'TO ROAD FORK, THENCE 1.0 MILE SOUTHWEST ALONG DIRT ROAD TO ROAD FORK,
 BL1357'THENCE 0.6 MILE SOUTHWEST ALONG DIRT ROAD TO ROAD FORK, THENCE 0.1
 BL1357'MILE SOUTH TO A TRAIL CROSSING, THENCE 0.9 MILE WEST ALONG DIM TRAIL
 BL1357'TO STATION, 48.0 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER OF TRAIL,
 BL1357'45 FEET SOUTHWEST OF 15 INCH OAK, 45 FEET EAST OF 12 IN. OAK, 29 FEET
 BL1357'SOUTHWEST OF TRIANGULAR BLAZED 8 IN. OAK, SET IN TOP OF CONCRETE POST
 BL1357'PROJECTING 6 INCHES ABOVE GROUND.
 BL1357
 BL1357                          STATION RECOVERY (1959)
 BL1357
 BL1357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BL1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6553 ***********************************************************************
 AW6553  DESIGNATION -  FOSTER E BASE 2
 AW6553  PID         -  AW6553
 AW6553  STATE/COUNTY-  TX/HARRIS
 AW6553  USGS QUAD   -  PARK PLACE (1995)
 AW6553
 AW6553                         *CURRENT SURVEY CONTROL
 AW6553  ___________________________________________________________________
 AW6553* NAD 83(1993)-  29 41 20.07761(N)    095 21 28.83508(W)     ADJUSTED  
 AW6553* NAVD 88     -        13.3    (meters)      44.     (feet)  VERTCON   
 AW6553  ___________________________________________________________________
 AW6553  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6553  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6553
 AW6553  HORZ ORDER  -  FIRST
 AW6553
 AW6553.The horizontal coordinates were established by classical geodetic methods
 AW6553.and adjusted by the National Geodetic Survey in February 1996..
 AW6553
 AW6553.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6553
 AW6553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6553
 AW6553.The geoid height was determined by GEOID03.
 AW6553
 AW6553;                    North         East     Units Scale Factor Converg.
 AW6553;SPC TXSC     - 4,211,135.545   952,394.458   MT  0.99988226   +1 47 03.3
 AW6553;SPC TXSC     -13,816,033.87  3,124,647.48   sFT  0.99988226   +1 47 03.3
 AW6553;UTM  15      - 3,286,641.165   271,836.392   MT  1.00024237   -1 10 06.3
 AW6553
 AW6553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6553!SPC TXSC     -   1.00000219  x   0.99988226  =   0.99988445
 AW6553!UTM  15      -   1.00000219  x   1.00024237  =   1.00024456
 AW6553
 AW6553:                Primary Azimuth Mark                     Grid Az
 AW6553:SPC TXSC     -  HOUSTON RAD STA KUHF FM MAST             015 55 10.9
 AW6553:UTM  15      -  HOUSTON RAD STA KUHF FM MAST             018 52 20.5
 AW6553
 AW6553|---------------------------------------------------------------------|
 AW6553| PID    Reference Object                     Distance      Geod. Az  |
 AW6553|                                                           dddmmss.s |
 AW6553| AW6539 HOUSTON RAD STA KUHF FM MAST        APPROX. 3.0 KM 0174214.2 |
 AW6553| AW6514 HOUSTON RAD STA KUHF MAST           APPROX. 4.1 KM 0253727.9 |
 AW6553| CV7174 FOSTER E BASE 2 RM 1                 24.821 METERS 03320     |
 AW6553| AW6529 HOUSTON WOODRIDGE BAP CH SPIRE      APPROX. 6.1 KM 0781518.3 |
 AW6553| AW6536 HOUSTON SOUTHCREST PARK TANK        APPROX. 2.4 KM 1243501.5 |
 AW6553| AW6516 HOUSTON GARDEN VILLAS MUN TANK      APPROX. 6.2 KM 1290628.1 |
 AW6553| AW6537 HOUSTON CRESTMONT PARK TANK         APPROX. 4.0 KM 1530619.3 |
 AW6553| AW6541 HOUSTON BUTLER DRILLING MAST        APPROX. 1.1 KM 1712046.1 |
 AW6553| AW6542 HOUSTON CLOVERLAND WATER TANK       APPROX. 4.9 KM 1820852.0 |
 AW6553| AW6587 HOUSTON REEDWOODS WATER TANK        APPROX. 4.1 KM 2120259.2 |
 AW6553| AW6612 HOUSTON MEREDITH MANOR TANK         APPROX.10.1 KM 2274207.4 |
 AW6553| AW6592 HOUSTON HUMBLE OIL CO TANK          APPROX. 4.3 KM 2370105.6 |
 AW6553| AW6544 HOUSTON INSTITUTE PARK TANK         APPROX. 1.3 KM 2545545.7 |
 AW6553| CV7175 FOSTER E BASE 2 RM 2                 13.307 METERS 26157     |
 AW6553| AW6588 HOUSTON NATIONAL BISCUIT TANK       APPROX. 2.7 KM 3024610.7 |
 AW6553| AW6576 RICE                                APPROX. 5.1 KM 3102732.4 |
 AW6553| AW6591 HOUSTON KKA 344 RAD MAST            APPROX. 6.2 KM 3253044.5 |
 AW6553|---------------------------------------------------------------------|
 AW6553
 AW6553                          SUPERSEDED SURVEY CONTROL
 AW6553
 AW6553  NAD 83(1986)-  29 41 20.09190(N)    095 21 28.81600(W) AD(       ) 1
 AW6553  NAD 27      -  29 41 19.26302(N)    095 21 28.03738(W) AD(       ) 1
 AW6553  NGVD 29 (07/19/86)   13.3    (m)           44.     (f) VERT ANG       
 AW6553
 AW6553.Superseded values are not recommended for survey control.
 AW6553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6553.See file dsdata.txt to determine how the superseded data were derived.
 AW6553
 AW6553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7183686641(NAD 83)
 AW6553_MARKER: DS = TRIANGULATION STATION DISK
 AW6553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6553
 AW6553  HISTORY     - Date     Condition        Report By
 AW6553  HISTORY     - 1963     MONUMENTED       CGS
 AW6553  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW6553
 AW6553                          STATION DESCRIPTION
 AW6553
 AW6553'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6553'THE STATION IS IN THE SOUTHWEST SECTION OF HOUSTON, IN A SECTION
 AW6553'KNOWN AS FOSTER PLACE, JUST SOUTHEAST OF THE INTERSECTION OF IDAHO
 AW6553'AND ENGLAND STREETS AND ON THE PROPERTY OF MR. ERNEST ALEWINE.
 AW6553'
 AW6553'THE STATION MARK IS A STANDARD DISK STAMPED FOSTER EAST BASE 2 1963
 AW6553'SET IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE MONUMENT THAT IS
 AW6553'FLUSH WITH THE GROUND.  THE MARK IS 26 FEET NORTH OF A WIRE FENCE, 22
 AW6553'FEET WEST OF A WIRE FENCE, 23 FEET WEST OF A CREOSOTE WITNESS POST,
 AW6553'106 FEET SOUTH OF THE CENTERLINE OF IDAHO STREET AND 63 FEET EAST
 AW6553'OF THE CENTERLINE OF ENGLAND STREET.
 AW6553'
 AW6553'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FOSTER EAST BASE 2 NO 1
 AW6553'1963 SET IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE MONUMENT THAT
 AW6553'IS FLUSH WITH THE GROUND.  THE MARK IS 2 FEET WEST OF A FENCE
 AW6553'CORNER, 27 FEET SOUTH OF THE CENTERLINE OF IDAHO STREET AND 83 FEET
 AW6553'EAST OF THE CENTERLINE OF ENGLAND STREET.
 AW6553'
 AW6553'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FOSTER EAST BASE 2 NO 2
 AW6553'1963 SET IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE MONUMENT THAT
 AW6553'IS FLUSH WITH THE GROUND.  THE MARK IS 25 FEET EAST OF THE
 AW6553'CENTERLINE OF ENGLAND STREET, 32 FEET WEST OF A FENCE CORNER, 121
 AW6553'FEET SOUTH OF THE CENTERLINE OF IDAHO STREET AND 37 FEET NORTH OF
 AW6553'THE CENTERLINE OF A DRIVEWAY.
 AW6553'
 AW6553'NOTE--NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 AW6553'
 AW6553'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 AW6553
 AW6553                          STATION RECOVERY (1995)
 AW6553
 AW6553'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6554 ***********************************************************************
 AW6554  DESIGNATION -  FOSTER E BASE 3
 AW6554  PID         -  AW6554
 AW6554  STATE/COUNTY-  TX/HARRIS
 AW6554  USGS QUAD   -  PARK PLACE (1995)
 AW6554
 AW6554                         *CURRENT SURVEY CONTROL
 AW6554  ___________________________________________________________________
 AW6554* NAD 83(1993)-  29 41 20.01705(N)    095 21 29.32549(W)     ADJUSTED  
 AW6554* NAVD 88     -        13.3    (meters)      44.     (feet)  VERTCON   
 AW6554  ___________________________________________________________________
 AW6554  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6554  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6554
 AW6554  HORZ ORDER  -  FIRST
 AW6554
 AW6554.The horizontal coordinates were established by classical geodetic methods
 AW6554.and adjusted by the National Geodetic Survey in February 1996..
 AW6554
 AW6554.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6554
 AW6554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6554
 AW6554.The geoid height was determined by GEOID03.
 AW6554
 AW6554;                    North         East     Units Scale Factor Converg.
 AW6554;SPC TXSC     - 4,211,133.271   952,381.339   MT  0.99988226   +1 47 03.1
 AW6554;SPC TXSC     -13,816,026.41  3,124,604.44   sFT  0.99988226   +1 47 03.1
 AW6554;UTM  15      - 3,286,639.569   271,823.169   MT  1.00024244   -1 10 06.5
 AW6554
 AW6554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6554!SPC TXSC     -   1.00000219  x   0.99988226  =   0.99988445
 AW6554!UTM  15      -   1.00000219  x   1.00024244  =   1.00024463
 AW6554
 AW6554|---------------------------------------------------------------------|
 AW6554| PID    Reference Object                     Distance      Geod. Az  |
 AW6554|                                                           dddmmss.s |
 AW6554| CV7178 FOSTER E BASE 3 RM 4                 31.246 METERS 01538     |
 AW6554| AW6553 FOSTER E BASE 2                      13.316 METERS 08157     |
 AW6554| CV7176 FOSTER E BASE 3 AZ MK                              2010131.4 |
 AW6554| CV7177 FOSTER E BASE 3 RM 3                 35.033 METERS 21907     |
 AW6554|---------------------------------------------------------------------|
 AW6554
 AW6554                          SUPERSEDED SURVEY CONTROL
 AW6554
 AW6554  NAD 83(1986)-  29 41 20.03135(N)    095 21 29.30620(W) AD(       ) 1
 AW6554  NAD 27      -  29 41 19.20243(N)    095 21 28.52778(W) AD(       ) 1
 AW6554  NGVD 29 (07/19/86)   13.3    (m)           44.     (f) VERT ANG       
 AW6554
 AW6554.Superseded values are not recommended for survey control.
 AW6554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6554.See file dsdata.txt to determine how the superseded data were derived.
 AW6554
 AW6554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7182386640(NAD 83)
 AW6554_MARKER: DS = TRIANGULATION STATION DISK
 AW6554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6554
 AW6554  HISTORY     - Date     Condition        Report By
 AW6554  HISTORY     - 1968     MONUMENTED       CGS
 AW6554
 AW6554                          STATION DESCRIPTION
 AW6554
 AW6554'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6554'THE STATION IS LOCATED ON THE PROPERTY OF MR. C.H. NICHOLS AT 6903
 AW6554'ENGLAND STREET, IN THE SOUTH CENTRAL SECTION OF HOUSTON, ABOUT 0.95
 AW6554'MILE SOUTH OF OLD SPANISH TRAIL (U.S. HIGHWAY 90A), 0.25 MILE WEST
 AW6554'OF CULLEN BOULEVARD AND IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 AW6554'OF IDAHO AND ENGLAND STREETS.
 AW6554'
 AW6554'TO REACH THE STATION FROM THE JUNCTION OF OLD SPANISH TRAIL AND SCOTT
 AW6554'STREET, GO SOUTH-SOUTHWEST ON SCOTT STREET TO A SIDE STREET ON THE
 AW6554'LEFT AND THE EZEKIEL W. CULLEM JUNIOR HIGH SCHOOL ON THE RIGHT.
 AW6554'TURN LEFT AND GO EAST-SOUTHEAST ON IDAHO STREET FOR 0.3 MILE TO THE
 AW6554'INTERSECTION OF IDAHO AND ENGLAND STREETS AND THE STATION.
 AW6554'
 AW6554'THE STATION MARK IS A STANDARD DISK STAMPED FOSTER EAST BASE 3 1968,
 AW6554'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW6554'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 130 FEET SOUTH OF
 AW6554'THE INTERSECTION OF IDAHO AND ENGLAND STREETS, 95.4 FEET
 AW6554'SOUTH-SOUTHWEST OF A FIRE HYDRANT, 38 FEET NORTH OF THE CENTER OF A
 AW6554'DRIVEWAY, 25.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE
 AW6554'BRICK HOUSE WITH THE NUMBER 6903 AND 24 FEET EAST OF THE CENTER
 AW6554'OF ENGLAND STREET.
 AW6554'
 AW6554'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FOSTER EAST BASE 3 NO 3
 AW6554'1968, CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 AW6554'STORM DRAIN.  IT IS 38 FEET NORTH OF THE CENTER OF ALICE STREET,
 AW6554'20.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 4213 AND
 AW6554'16 FEET WEST OF THE CENTER OF ENGLAND STREET.
 AW6554'
 AW6554'REFERENCE MARK 4 IS A STANDARD DISK STAMPED FOSTER EAST BASE 3 NO 4
 AW6554'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6554'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 31.4 FEET
 AW6554'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NUMBER 6903, 24
 AW6554'FEET SOUTH OF THE CENTER OF IDAHO STREET, 18 FEET EAST OF THE CENTER
 AW6554'OF ENGLAND STREET, 8.2 FEET NORTH-NORTHWEST OF THE FIRE HYDRANT AND
 AW6554'2.4 FEET SOUTH OF POWER LINE POLE NUMBER 4300.
 AW6554'
 AW6554'FOSTER EAST BASE 2 IS A STANDARD STATION DISK STAMPED FOSTER EAST
 AW6554'BASE 2 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 AW6554'WHICH IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 26.7 FEET NORTH
 AW6554'OF THE SOUTH CHAIN LINK YARD FENCE, 21.5 FEET SOUTHWEST OF THE
 AW6554'SOUTHEAST CORNER OF HOUSE NUMBER 6903, 13.7 FEET WEST OF THE
 AW6554'NORTH POLE OF A CLOTHESLINE AND 5.59 FEET SOUTHEAST OF THE
 AW6554'SOUTHEAST CORNER OF THE SOUTH WING (GARAGE) OF THE HOUSE.
 AW6554'
 AW6554'FOSTER EAST BASE 2 1963 IS A TRAVERSE DISTANCE.
 AW6554'
 AW6554'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FOSTER EAST BASE 3 1968,
 AW6554'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 AW6554'STORM DRAIN.  THE DRAIN IS ABOUT 2 FEET LOWER THAN THE STREET
 AW6554'SURFACE.  IT IS 34 FEET NORTH OF THE CENTER OF DREYFUS STREET, 18
 AW6554'FEET WEST OF THE CENTER OF ENGLAND STREET AND 5.9 FEET NORTHEAST
 AW6554'OF A FIRE HYDRANT.
 AW6554'
 AW6554'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ENGLAND
 AW6554'STREET FOR 0.3 MILE TO DREYFUS STREET AND THE MARK ON THE RIGHT IN
 AW6554'THE NORTHWEST ANGLE OF THE INTERSECTION.
 AW6554'
 AW6554'5454 0612 (HCS) IS A HOUSTON CITY SURVEY TRIANGULATION STATION
 AW6554'BRONZE DISK STAMPED 5454 0612, SET IN THE TOP OF A 9-INCH
 AW6554'CYLINDRICAL CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE STREET
 AW6554'SURFACE.  THE MARK IS LOCATED AT THE INTERSECTION OF ENGLAND AND
 AW6554'WARD STREETS, 32.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AW6554'CONCRETE SIDEWALK, 35 FEET NORTHWEST OF A REFERENCE MARKER SET IN
 AW6554'A POWER LINE POLE AND 35 FEET SOUTHWEST OF ANOTHER REFERENCE MARKER
 AW6554'SET IN A POWER LINE POLE.
 AW6554'
 AW6554'TO REACH 5454 0612 (HCS) FROM THE STATION, GO NORTH ON ENGLAND STREET
 AW6554'FOR 0.1 MILE TO WARD STREET AND THE MARK.
 AW6554'
 AW6554'5454 0609 (HCS) IS A HOUSTON CITY SURVEY TRIANGULATION STATION
 AW6554'BRONZE DISK STAMPED 5454 0609, SET IN THE TOP OF A 9-INCH
 AW6554'CYLINDRICAL CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE STREET
 AW6554'SURFACE.  THE MARK IS LOCATED AT THE INTERSECTION OF ENGLAND AND
 AW6554'FAULKNER STREETS, 71.7 FEET NORTHEAST OF A CORNER POST IN A CHAIN
 AW6554'LINK FENCE, 48 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 AW6554'CONCRETE SIDEWALK AND 36.4 FEET SOUTHEAST OF A REFERENCE MARKER
 AW6554'SET IN A POWER LINE POLE.
 AW6554'
 AW6554'TO REACH 5454 0609 (HCS) FROM THE STATION, GO SOUTH ON ENGLAND
 AW6554'STREET FOR 0.15 MILE TO FAULKNER STREET AND THE MARK.
 AW6554'
 AW6554'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6512 ***********************************************************************
 AW6512  DESIGNATION -  FOSTER E BASE HL P 1938
 AW6512  PID         -  AW6512
 AW6512  STATE/COUNTY-  TX/HARRIS
 AW6512  USGS QUAD   -  PARK PLACE (1995)
 AW6512
 AW6512                         *CURRENT SURVEY CONTROL
 AW6512  ___________________________________________________________________
 AW6512* NAD 83(1993)-  29 41 20.12362(N)    095 21 29.04394(W)     ADJUSTED  
 AW6512* NAVD 88     -        14.9    (meters)      49.     (feet)  VERTCON   
 AW6512  ___________________________________________________________________
 AW6512  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6512  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6512
 AW6512  HORZ ORDER  -  THIRD
 AW6512
 AW6512.The horizontal coordinates were established by classical geodetic methods
 AW6512.and adjusted by the National Geodetic Survey in February 1996..
 AW6512
 AW6512.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6512
 AW6512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6512
 AW6512.The geoid height was determined by GEOID03.
 AW6512
 AW6512;                    North         East     Units Scale Factor Converg.
 AW6512;SPC TXSC     - 4,211,136.786   952,388.802   MT  0.99988226   +1 47 03.2
 AW6512;SPC TXSC     -13,816,037.94  3,124,628.93   sFT  0.99988226   +1 47 03.2
 AW6512;UTM  15      - 3,286,642.696   271,830.806   MT  1.00024240   -1 10 06.4
 AW6512
 AW6512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6512!SPC TXSC     -   1.00000194  x   0.99988226  =   0.99988420
 AW6512!UTM  15      -   1.00000194  x   1.00024240  =   1.00024434
 AW6512
 AW6512:                Primary Azimuth Mark                     Grid Az
 AW6512:SPC TXSC     -  FOSTER W BASE                            240 36 41.1
 AW6512:UTM  15      -  FOSTER W BASE                            243 33 50.7
 AW6512
 AW6512|---------------------------------------------------------------------|
 AW6512| PID    Reference Object                     Distance      Geod. Az  |
 AW6512|                                                           dddmmss.s |
 AW6512| AW6579 FOSTER W BASE                       APPROX. 4.0 KM 2422344.3 |
 AW6512|---------------------------------------------------------------------|
 AW6512
 AW6512                          SUPERSEDED SURVEY CONTROL
 AW6512
 AW6512  NAD 83(1986)-  29 41 20.13789(N)    095 21 29.02482(W) AD(       ) 3
 AW6512  NAD 27      -  29 41 19.30920(N)    095 21 28.24629(W) AD(       ) 3
 AW6512  NGVD 29 (07/19/86)   14.9    (m)           49.     (f) VERT ANG       
 AW6512
 AW6512.Superseded values are not recommended for survey control.
 AW6512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6512.See file dsdata.txt to determine how the superseded data were derived.
 AW6512
 AW6512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7183186643(NAD 83)
 AW6512_MARKER: Z = SEE DESCRIPTION
 AW6512_SETTING: 0 = UNSPECIFIED SETTING
 AW6512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6512
 AW6512  HISTORY     - Date     Condition        Report By
 AW6512  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6512  HISTORY     - 1952     GOOD             CGS
 AW6512  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW6512
 AW6512                          STATION DESCRIPTION
 AW6512
 AW6512'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6512'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 AW6512'FOLLOWS--
 AW6512'
 AW6512'STATION IS LOCATED IN THE SW SECTION OF HOUSTON, IN A SECTION
 AW6512'KNOWN AS FOSTER PLACE, AT THE INTERSECTION OF IDAHO AND ENGLAND
 AW6512'STREETS.
 AW6512'
 AW6512'STATION MARK IS A CENTER PUNCHED BRONZE PLUG, UNSTAMPED, IN THE
 AW6512'CENTER OF THE TOP OF A LARGE CONCRETE WATER TANK APPROXIMATELY
 AW6512'80 FT. HIGH.
 AW6512
 AW6512                          STATION RECOVERY (1995)
 AW6512
 AW6512'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5266 ***********************************************************************
 AH5266  DESIGNATION -  FOSTER ET
 AH5266  PID         -  AH5266
 AH5266  STATE/COUNTY-  TX/ERATH
 AH5266  USGS QUAD   -  PALUXY (1979)
 AH5266
 AH5266                         *CURRENT SURVEY CONTROL
 AH5266  ___________________________________________________________________
 AH5266* NAD 83(1993)-  32 18 24.31366(N)    097 59 35.58347(W)     ADJUSTED  
 AH5266* NAVD 88     -       330.9    (meters)    1086.     (feet)  VERTCON   
 AH5266  ___________________________________________________________________
 AH5266  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH5266  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AH5266
 AH5266  HORZ ORDER  -  THIRD
 AH5266
 AH5266.The horizontal coordinates were established by classical geodetic methods
 AH5266.and adjusted by the National Geodetic Survey in July 1998..
 AH5266
 AH5266.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5266
 AH5266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5266
 AH5266.The geoid height was determined by GEOID03.
 AH5266
 AH5266;                    North         East     Units Scale Factor Converg.
 AH5266;SPC TXNC     - 2,071,095.662   647,725.077   MT  0.99995648   +0 16 35.0
 AH5266;SPC TXNC     - 6,794,919.68  2,125,078.02   sFT  0.99995648   +0 16 35.0
 AH5266;UTM  14      - 3,574,882.939   594,780.115   MT  0.99971078   +0 32 17.2
 AH5266
 AH5266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5266!SPC TXNC     -   0.99995246  x   0.99995648  =   0.99990894
 AH5266!UTM  14      -   0.99995246  x   0.99971078  =   0.99966326
 AH5266
 AH5266                          SUPERSEDED SURVEY CONTROL
 AH5266
 AH5266  NGVD 29 (07/28/98)  330.8    (m)         1085.     (f) VERT ANG       
 AH5266
 AH5266.Superseded values are not recommended for survey control.
 AH5266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5266.See file dsdata.txt to determine how the superseded data were derived.
 AH5266
 AH5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA9478074883(NAD 83)
 AH5266_MARKER: DS = TRIANGULATION STATION DISK
 AH5266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5266_PROJECTION: FLUSH
 AH5266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5266+STABILITY: SURFACE MOTION
 AH5266
 AH5266  HISTORY     - Date     Condition        Report By
 AH5266  HISTORY     - 1959     MONUMENTED       USGS
 AH5266
 AH5266                          STATION DESCRIPTION
 AH5266
 AH5266'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5266'STATION IS IN ERATH COUNTY, TEXAS, ABOUT 7 MI. SW. OF TOLAR, 3 MI.
 AH5266'SSE. OF BLUFFDALE, ON THE FOSTER RANCH AT THE E. WINDMILL OF TWO ON AN
 AH5266'SE-NW. RIDGE BETWEEN THE PALUXY RIVER AND RICHARDSON CREEK, 114.5 FT.
 AH5266'W. OF THE CENTER OF THE WINDMILL.
 AH5266'TO REACH THE STATION FROM THE POST OFFICE AT BLUFFDALE, GO W. FOR
 AH5266'1-1/2 BLOCKS TO DIRT RD. S., TURN LEFT AND GO S. FOR 2.4 MI. TO
 AH5266'ALUMINUM GATE AND RD. E. AT FEED LOT, TURN LEFT AND GO SE. FOR 2.9 MI.
 AH5266'ON TRACK RD. ALONG TOP OF RIDGE TO SECOND WINDMILL AND STATION.
 AH5266'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.3 FT.
 AH5266'AND STAMPED---FOSTER-ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0733 ***********************************************************************
 AN0733  DESIGNATION -  FOSTER RM 1
 AN0733  PID         -  AN0733
 AN0733  STATE/COUNTY-  TX/VICTORIA
 AN0733  USGS QUAD   -  VICTORIA EAST (1995)
 AN0733
 AN0733                         *CURRENT SURVEY CONTROL
 AN0733  ___________________________________________________________________
 AN0733* NAD 83(1986)-  28 50 40.     (N)    096 55 07.     (W)     SCALED    
 AN0733* NAVD 88     -        30.98   (+/-2cm)     101.6    (feet)  VERTCON   
 AN0733  ___________________________________________________________________
 AN0733  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0733
 AN0733  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0733
 AN0733.This mark is at Victoria Reg (VCT) Airport (VCT)
 AN0733
 AN0733.The horizontal coordinates were scaled from a topographic map and have
 AN0733.an estimated accuracy of +/- 6 seconds.
 AN0733
 AN0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0733.The vertical order pertains to the NGVD 29 superseded value.
 AN0733
 AN0733.The geoid height was determined by GEOID03.
 AN0733
 AN0733;                    North         East    Units  Estimated Accuracy
 AN0733;SPC TXSC     - 4,113,870.      803,080.      MT  (+/- 180 meters Scaled)
 AN0733
 AN0733                          SUPERSEDED SURVEY CONTROL
 AN0733
 AN0733  NGVD 29 (??/??/92)   31.05   (m)          101.9    (f) COMPUTED    2 0
 AN0733
 AN0733.Superseded values are not recommended for survey control.
 AN0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0733.See file dsdata.txt to determine how the superseded data were derived.
 AN0733
 AN0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS030925(NAD 83)
 AN0733_MARKER: DB = BENCH MARK DISK
 AN0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0733_STAMPING: FOSTER NO. 1 1943
 AN0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0733+STABILITY: SURFACE MOTION
 AN0733
 AN0733  HISTORY     - Date     Condition        Report By
 AN0733  HISTORY     - 1943     MONUMENTED       CGS
 AN0733
 AN0733                          STATION DESCRIPTION
 AN0733
 AN0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0733'IN FOSTER FIELD.
 AN0733'AT FOSTER FIELD, VICTORIA COUNTY, ABOUT 0.5 MILE NORTH OF U.S. HIGHWAY
 AN0733'59, ABOUT 75 FEET SOUTHWEST OF THE SOUTHEAST CONTROL TOWER, 1 FOOT
 AN0733'NORTHEAST OF THE FRONT OF A BUILDING, AND 15 FEET SOUTHEAST OF ITS
 AN0733'ENTRANCE.  A STANDARD REFERENCE-MARK DISK, STAMPED FOSTER NO. 1 1943
 AN0733'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1358 ***********************************************************************
 BL1358  DESIGNATION -  FOSTER RM 1
 BL1358  PID         -  BL1358
 BL1358  STATE/COUNTY-  TX/SAN JACINTO
 BL1358  USGS QUAD   -  CONROE NE (1976)
 BL1358
 BL1358                         *CURRENT SURVEY CONTROL
 BL1358  ___________________________________________________________________
 BL1358* NAD 83(1986)-  30 24 39.     (N)    095 15 08.     (W)     SCALED    
 BL1358* NAVD 88     -        77.79   (+/-2cm)     255.2    (feet)  VERTCON   
 BL1358  ___________________________________________________________________
 BL1358  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL1358
 BL1358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1358
 BL1358.The horizontal coordinates were scaled from a topographic map and have
 BL1358.an estimated accuracy of +/- 6 seconds.
 BL1358
 BL1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1358.The vertical order pertains to the NGVD 29 superseded value.
 BL1358
 BL1358.The geoid height was determined by GEOID03.
 BL1358
 BL1358;                    North         East    Units  Estimated Accuracy
 BL1358;SPC TX C     - 3,093,640.    1,188,020.      MT  (+/- 180 meters Scaled)
 BL1358
 BL1358                          SUPERSEDED SURVEY CONTROL
 BL1358
 BL1358  NGVD 29 (??/??/92)   77.796  (m)          255.24   (f) ADJ UNCH    2 0
 BL1358
 BL1358.Superseded values are not recommended for survey control.
 BL1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1358.See file dsdata.txt to determine how the superseded data were derived.
 BL1358
 BL1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP836664(NAD 83)
 BL1358_MARKER: DR = REFERENCE MARK DISK
 BL1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1358_STAMPING: FOSTER NO 1 1942
 BL1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1358+STABILITY: SURFACE MOTION
 BL1358
 BL1358  HISTORY     - Date     Condition        Report By
 BL1358  HISTORY     - 1942     MONUMENTED       CGS
 BL1358  HISTORY     - 1947     GOOD             NGS
 BL1358
 BL1358                          STATION DESCRIPTION
 BL1358
 BL1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1358'12.7 MI NW FROM FOSTORIA.
 BL1358'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1358'FOSTORIA, THENCE 7.6 MILES NORTH ALONG A DIRT ROAD, THENCE 2.9 MILES
 BL1358'WEST ALONG A DIRT ROAD, 170 YARDS SOUTH OF THE CENTER LINE OF THE
 BL1358'ROAD, 115.9 FEET EAST OF TRIANGULATION STATION FOSTER 1942, 21.0 FEET
 BL1358'WEST OF A TRIANGULAR BLAZED 10 INCH PINE TREE, 12.0 FEET SOUTH OF A
 BL1358'TRIANGULAR BLAZED 10 INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST
 BL1358'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0732 ***********************************************************************
 AN0732  DESIGNATION -  FOSTER RM 2
 AN0732  PID         -  AN0732
 AN0732  STATE/COUNTY-  TX/VICTORIA
 AN0732  USGS QUAD   -  VICTORIA EAST (1995)
 AN0732
 AN0732                         *CURRENT SURVEY CONTROL
 AN0732  ___________________________________________________________________
 AN0732* NAD 83(1986)-  28 50 39.     (N)    096 55 04.     (W)     SCALED    
 AN0732* NAVD 88     -        30.98   (+/-2cm)     101.6    (feet)  VERTCON   
 AN0732  ___________________________________________________________________
 AN0732  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0732
 AN0732  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0732
 AN0732.This mark is at Victoria Reg (VCT) Airport (VCT)
 AN0732
 AN0732.The horizontal coordinates were scaled from a topographic map and have
 AN0732.an estimated accuracy of +/- 6 seconds.
 AN0732
 AN0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0732.The vertical order pertains to the NGVD 29 superseded value.
 AN0732
 AN0732.The geoid height was determined by GEOID03.
 AN0732
 AN0732;                    North         East    Units  Estimated Accuracy
 AN0732;SPC TXSC     - 4,113,840.      803,160.      MT  (+/- 180 meters Scaled)
 AN0732
 AN0732                          SUPERSEDED SURVEY CONTROL
 AN0732
 AN0732  NGVD 29 (??/??/92)   31.06   (m)          101.9    (f) COMPUTED    2 0
 AN0732
 AN0732.Superseded values are not recommended for survey control.
 AN0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0732.See file dsdata.txt to determine how the superseded data were derived.
 AN0732
 AN0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS031925(NAD 83)
 AN0732_MARKER: DR = REFERENCE MARK DISK
 AN0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0732_STAMPING: FOSTER NO. 2 1943
 AN0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0732+STABILITY: SURFACE MOTION
 AN0732
 AN0732  HISTORY     - Date     Condition        Report By
 AN0732  HISTORY     - 1943     MONUMENTED       CGS
 AN0732
 AN0732                          STATION DESCRIPTION
 AN0732
 AN0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0732'IN FOSTER FIELD.
 AN0732'AT FOSTER FIELD, VICTORIA COUNTY, ABOUT 0.5 MILE NORTH OF U.S. HIGHWAY
 AN0732'59, ABOUT 160 FEET WEST OF THE SOUTHEAST CONTROL TOWER, AND 5 FEET
 AN0732'EAST OF A HANGAR BUILDING.  A STANDARD REFERENCE-MARK DISK, STAMPED
 AN0732'FOSTER NO. 2 1943 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 AN0732'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1360 ***********************************************************************
 BL1360  DESIGNATION -  FOSTER RM 2
 BL1360  PID         -  BL1360
 BL1360  STATE/COUNTY-  TX/SAN JACINTO
 BL1360  USGS QUAD   -  CONROE NE (1976)
 BL1360
 BL1360                         *CURRENT SURVEY CONTROL
 BL1360  ___________________________________________________________________
 BL1360* NAD 83(1986)-  30 24 40.     (N)    095 15 07.     (W)     SCALED    
 BL1360* NAVD 88     -        77.94   (+/-2cm)     255.7    (feet)  VERTCON   
 BL1360  ___________________________________________________________________
 BL1360  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL1360
 BL1360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1360
 BL1360.The horizontal coordinates were scaled from a topographic map and have
 BL1360.an estimated accuracy of +/- 6 seconds.
 BL1360
 BL1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1360.The vertical order pertains to the NGVD 29 superseded value.
 BL1360
 BL1360.The geoid height was determined by GEOID03.
 BL1360
 BL1360;                    North         East    Units  Estimated Accuracy
 BL1360;SPC TX C     - 3,093,680.    1,188,050.      MT  (+/- 180 meters Scaled)
 BL1360
 BL1360                          SUPERSEDED SURVEY CONTROL
 BL1360
 BL1360  NGVD 29 (??/??/92)   77.942  (m)          255.71   (f) ADJ UNCH    2 0
 BL1360
 BL1360.Superseded values are not recommended for survey control.
 BL1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1360.See file dsdata.txt to determine how the superseded data were derived.
 BL1360
 BL1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP836664(NAD 83)
 BL1360_MARKER: DR = REFERENCE MARK DISK
 BL1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1360_STAMPING: FOSTER NO 2 1942
 BL1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1360+STABILITY: SURFACE MOTION
 BL1360
 BL1360  HISTORY     - Date     Condition        Report By
 BL1360  HISTORY     - 1942     MONUMENTED       CGS
 BL1360  HISTORY     - 1947     GOOD             NGS
 BL1360
 BL1360                          STATION DESCRIPTION
 BL1360
 BL1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1360'12.7 MI NW FROM FOSTORIA.
 BL1360'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1360'FOSTORIA, THENCE 7.6 MILES NORTH ALONG A DIRT ROAD, THENCE 2.9 MILES
 BL1360'WEST ALONG A DIRT ROAD, 205 YARDS SOUTH OF THE CENTER LINE OF THE
 BL1360'ROAD, 116.7 FEET SOUTH OF TRIANGULATION STATION FOSTER 1942, 21.0 FEET
 BL1360'EAST OF A TRIANGULAR BLAZED 12 INCH PINE TREE, 10.2 FEET SOUTH OF A
 BL1360'TRIANGULAR BLAZED 12 INCH PINE TREE, SET IN THE TOP OF A CONCRETE POST
 BL1360'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6579 ***********************************************************************
 AW6579  DESIGNATION -  FOSTER W BASE
 AW6579  PID         -  AW6579
 AW6579  STATE/COUNTY-  TX/HARRIS
 AW6579  USGS QUAD   -  BELLAIRE (1995)
 AW6579
 AW6579                         *CURRENT SURVEY CONTROL
 AW6579  ___________________________________________________________________
 AW6579* NAD 83(1993)-  29 40 19.47179(N)    095 23 41.82804(W)     ADJUSTED  
 AW6579* NAVD 88     -        15.3    (meters)      50.     (feet)  VERTCON   
 AW6579  ___________________________________________________________________
 AW6579  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6579  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW6579
 AW6579  HORZ ORDER  -  FIRST
 AW6579
 AW6579.The horizontal coordinates were established by classical geodetic methods
 AW6579.and adjusted by the National Geodetic Survey in February 1996..
 AW6579
 AW6579.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6579
 AW6579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6579
 AW6579.The geoid height was determined by GEOID03.
 AW6579
 AW6579;                    North         East     Units Scale Factor Converg.
 AW6579;SPC TXSC     - 4,209,159.798   948,878.594   MT  0.99988049   +1 45 58.2
 AW6579;SPC TXSC     -13,809,551.77  3,113,112.52   sFT  0.99988049   +1 45 58.2
 AW6579;UTM  15      - 3,284,848.469   268,222.088   MT  1.00026289   -1 11 10.0
 AW6579
 AW6579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6579!SPC TXSC     -   1.00000188  x   0.99988049  =   0.99988237
 AW6579!UTM  15      -   1.00000188  x   1.00026289  =   1.00026477
 AW6579
 AW6579:                Primary Azimuth Mark                     Grid Az
 AW6579:SPC TXSC     -  FOSTER W BASE AZ MK 2                    080 29 17.1
 AW6579:UTM  15      -  FOSTER W BASE AZ MK 2                    083 26 25.3
 AW6579
 AW6579|---------------------------------------------------------------------|
 AW6579| PID    Reference Object                     Distance      Geod. Az  |
 AW6579|                                                           dddmmss.s |
 AW6579| CV7179 FOSTER W BASE AZ MK 2                              0821515.3 |
 AW6579| CV7180 FOSTER W BASE AZ MK                                0822034.3 |
 AW6579| CV7183 FOSTER W BASE RM 3                   25.755 METERS 08340     |
 AW6579| AW6528 APT BEACON HOUSTON INTNL APT        APPROX.10.9 KM 1044501.8 |
 AW6579| AW6592 HOUSTON HUMBLE OIL CO TANK          479.621 METERS 1841416.4 |
 AW6579| CV7181 FOSTER W BASE RM 1                   30.434 METERS 22913     |
 AW6579| AW6578 HOUSTON BROCKSTEIN INC TANK         APPROX. 4.8 KM 2580009.5 |
 AW6579| CV7184 FOSTER W BASE RM 4                   25.037 METERS 31425     |
 AW6579| CV7182 FOSTER W BASE RM 2                   26.890 METERS 31717     |
 AW6579|---------------------------------------------------------------------|
 AW6579
 AW6579                          SUPERSEDED SURVEY CONTROL
 AW6579
 AW6579  NAD 83(1986)-  29 40 19.48596(N)    095 23 41.80894(W) AD(       ) 1
 AW6579  NAD 27      -  29 40 18.65421(N)    095 23 41.02637(W) AD(       ) 1
 AW6579  NGVD 29 (07/19/86)   15.3    (m)           50.     (f) VERT ANG       
 AW6579
 AW6579.Superseded values are not recommended for survey control.
 AW6579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6579.See file dsdata.txt to determine how the superseded data were derived.
 AW6579
 AW6579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6822284848(NAD 83)
 AW6579_MARKER: DS = TRIANGULATION STATION DISK
 AW6579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6579
 AW6579  HISTORY     - Date     Condition        Report By
 AW6579  HISTORY     - 1942     MONUMENTED       CGS
 AW6579  HISTORY     - 1951     GOOD             CGS
 AW6579  HISTORY     - 1956     GOOD             TXHD
 AW6579  HISTORY     - 1963     GOOD             CGS
 AW6579  HISTORY     - 1968     GOOD             CGS
 AW6579  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 AW6579
 AW6579                          STATION DESCRIPTION
 AW6579
 AW6579'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6579'STATION IS AT THE S EDGE OF HOUSTON NEAR THE INTERSECTION OF
 AW6579'HOLMES ROAD AND ALMEDA ROAD AND NEAR PROPERTY OF THE UNITED
 AW6579'GAS COMPANY.  IT IS ABOUT 350 FEET SE OF ALMEDA ROAD AND ABOUT
 AW6579'750 FEET NE OF ITS INTERSECTION WITH HOLMES ROAD, 64.9 FEET E OF
 AW6579'THE FENCE CORNER OF A FENCE AROUND PROPERTY OF THE UNITED GAS
 AW6579'COMPANY, AND 3.4 FEET E OF A WHITE REFERENCE POST.  IT IS
 AW6579'STAMPED FOSTER W B HL AND P 1942 AND PROJECTS 6 INCHES.  A
 AW6579'BRASS H.L. AND P. MARKER WAS REPLACED WITH A STANDARD U.S.C.
 AW6579'AND G.S. DISK.  PERMISSION WAS GRANTED BY THE HOUSTON LIGHTING AND
 AW6579'POWER COMPANY.
 AW6579'
 AW6579'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW6579'BRONZE DISKS SET IN CONCRETE.
 AW6579'
 AW6579'REFERENCE MARK NO. 1 IS SW OF THE STATION, 46.5 FEET S OF THE
 AW6579'FENCE CORNER, 15 FEET E OF A SMALL WHITE HOUSE AND 1.5 FEET E OF
 AW6579'THE FENCE.  IT IS STAMPED FOSTER W B HL AND P NO. 1 1942 AND
 AW6579'PROJECTS 6 INCHES.
 AW6579'
 AW6579'REFERENCE MARK NO. 2 IS NW OF THE STATION IN AN UNCULTIVATED
 AW6579'FIELD, 88.5 FEET N OF THE FENCE CORNER.  IT IS STAMPED FOSTER
 AW6579'W B HL AND P NO. 2 1942 AND PROJECTS 6 INCHES.
 AW6579'
 AW6579'AZIMUTH MARK IS E BY N OF THE STATION, 95 FEET SE OF THE CENTER
 AW6579'LINE OF HOLMES ROAD, 37 FEET W OF A DAIRY BARN, 5 FEET S OF A
 AW6579'WHITE REFERENCE POST, AND 1 FOOT W OF A N-AND-S FENCE.  IT IS
 AW6579'STAMPED FOSTER W B HL AND P 1942 AND PROJECTS 6 INCHES.
 AW6579'
 AW6579'TO REACH THE AZIMUTH MARK FROM THE UNDERPASS AT THE INTERSECTION
 AW6579'OF ALMEDA ROAD AND HOLMES ROAD, GO E ON HOLMES ROAD FOR 0.5 MILE
 AW6579'TO THE MARK ON THE RIGHT.
 AW6579'
 AW6579'A 90-FOOT SIGNAL AT RICE IS VISIBLE AT 24 FEET.
 AW6579'
 AW6579'A 90-FOOT SIGNAL AT HOUSTON N BASE IS VISIBLE AT 4 FEET.
 AW6579'
 AW6579'A 90-FOOT SIGNAL AT HOUSTON S BASE IS VISIBLE AT 4 FEET.
 AW6579'
 AW6579'A 64-FOOT SIGNAL AT CHOCOLATE (H.L. AND P.) IS VISIBLE AT 4 FEET.
 AW6579
 AW6579                          STATION RECOVERY (1951)
 AW6579
 AW6579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 AW6579'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD CONDITION
 AW6579'AS DESCRIBED.
 AW6579
 AW6579                          STATION RECOVERY (1956)
 AW6579
 AW6579'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1956 (SAM)
 AW6579'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  GENERAL LOCATION
 AW6579'GIVEN IS CORRECT.  THE STATION IS LOCATED 37.3 FT. S OF A
 AW6579'CHAIN-LINK FENCE, 95.9 FT. SW OF THE CHAIN-LINK FENCE CORNER,
 AW6579'AND 85.8 FT. NE OF A SINGLE-STORY STUCCO BUILDING.
 AW6579'
 AW6579'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  LINE OF SIGHT
 AW6579'FROM THE STATION TO REFERENCE MARK 1 IS OBSCURED BY THE STUCCO
 AW6579'BUILDING.
 AW6579'
 AW6579'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND.
 AW6579'
 AW6579'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 AW6579
 AW6579                          STATION RECOVERY (1963)
 AW6579
 AW6579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6579'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED, THE STATION
 AW6579'MARK HAS BEEN CHIPPED OFF AT THE CORNERS BUT THE MARK IS SOLID
 AW6579'AND APPEARS TO BE IN ITS ORIGINAL POSITION, REFERENCE MARK 1
 AW6579'WAS BLOCKED BY A BUILDING AND COULD NOT BE OBSERVED OR TAPED.
 AW6579'REFERENCE MARK 2 AND THE AZIMUTH MARK HAVE BEEN DESTROYED,
 AW6579'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 AW6579'
 AW6579'THE STATION IS LOCATED SOUTH OF THE CENTER OF HOUSTON, AND ABOUT
 AW6579'750 FEET NORTHEAST OF THE INTERSECTION OF HOLMES AND ALMEDA ROADS,
 AW6579'IN A FENCED IN AREA ON THE PROPERTY OF THE UNITED GAS COMPANY.
 AW6579'
 AW6579'TO REACH THE STATION FROM THE INTERSECTION OF HOLMES AND ALMEDA
 AW6579'ROADS, GO NORTH ON ALMEDA ROAD FOR 0.15 MILE TO THE ENTRANCE
 AW6579'OF THE UNITED GAS COMPANY, TURN RIGHT, EAST, THROUGH A LOCKED
 AW6579'GATE TO THE STATION AS DESCRIBED.
 AW6579'
 AW6579'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 AW6579'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 AW6579'GROUND SURFACE AND STAMPED FOSTER W BASE (HL AND P) 1942.
 AW6579'THE MARK IS 86.0 FEET NORTHEAST OF A SMALL WHITE CONCRETE
 AW6579'BUILDINGS NORTHEAST CORNER.  37.6 FEET SOUTH OF AN EAST-WEST
 AW6579'FENCE LINE AND 87.7 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 AW6579'
 AW6579'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 AW6579'SQUARE CONCRETE POST WHICH IS SET ABOUT FLUSH WITH THE SURFACE
 AW6579'OF THE GROUND AND STAMPED FOSTER W BASE (HL AND P) 1942 NO 3.
 AW6579'THE MARK IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  10 FEET
 AW6579'WEST OF THE NORTHEAST FENCE CORNER.
 AW6579'
 AW6579'REFERENCE MARK 4 IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 AW6579'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND
 AW6579'SURFACE AND STAMPED FOSTER W BASE (HL AND P) 1942 NO 4.  THE
 AW6579'MARK IS 1.6 FEET SOUTH OF A EAST-WEST FENCE LINE.  108.2 FEET
 AW6579'NORTH OF THE NORTHWEST CORNER OF A SMALL WHITE CONCRETE BUILDING
 AW6579'AND 137.0 FEET EAST OF THE NORTHWEST FENCE CORNER.
 AW6579'
 AW6579'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 AW6579'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND STAMPED
 AW6579'FOSTER W BASE (HL AND P) NO 1 1942.  THE MARK IS 4.0 FEET
 AW6579'SOUTHWEST OF THE NORTHEAST CORNER OF A SMALL BUILDING.  36.0 FEET
 AW6579'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING AND ABOUT 30
 AW6579'PACES SOUTHWEST OF THE STATION.
 AW6579'
 AW6579'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AW6579
 AW6579                          STATION RECOVERY (1968)
 AW6579
 AW6579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6579'THE SUB-SURFACE STATION MARK AND REFERENCE MARK 1, REFERENCE
 AW6579'MARK 3 AND REFERENCE MARK 4 WERE RECOVERED IN GOOD CONDITION.
 AW6579'THE SURFACE STATION MARK HAS BEEN DESTROYED AND A NEW SURFACE
 AW6579'MARK WAS ESTABLISHED AT THIS TIME.  A NEW AZIMUTH MARK WAS
 AW6579'ESTABLISHED AT THIS TIME.  REFERENCE MARK 1 IS BLOCKED BY A
 AW6579'BUILDING AND COULD NOT BE OBSERVED OR MEASURED.  THE DISTANCE
 AW6579'TO REFERENCE MARK 3 WAS FOUND TO BE 0.10 OF A FOOT LONGER
 AW6579'THAN THE 1963 DISTANCE AND THE DIRECTION WAS FOUND TO BE 4
 AW6579'MINUTES AND 28 SECONDS LOWER THAN THE 1963 DIRECTION.  THE
 AW6579'DISTANCE TO REFERENCE MARK 4 WAS FOUND TO BE 0.11 OF A FOOT
 AW6579'SHORTER THAN THE 1963 DISTANCE AND THE DIRECTION CHECKED.
 AW6579'FOLLOWING IS A NEW DESCRIPTION.
 AW6579'
 AW6579'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF THE
 AW6579'CENTER OF HOUSTON, 1 MILE SOUTH OF THE HARRIS COUNTY DOMED
 AW6579'STADIUM AND ON PROPERTY OF THE UNITED GAS COMPANY.
 AW6579'
 AW6579'TO REACH THE STATION FROM THE INTERSECTION OF HOLMES AND E ALMEDA
 AW6579'ROADS, GO NORTH ON E ALMEDA ROAD FOR 0.1 MILE TO A LOCKED GATE
 AW6579'ON THE RIGHT, ENTRANCE TO THE UNITED GAS COMPANY AND THE STATION.
 AW6579'
 AW6579'THE STATION MARK IS A STANDARD DISK STAMPED FOSTER W. BASE
 AW6579'HL AND P 1942 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AW6579'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 87 FEET WEST OF A
 AW6579'NORTH-SOUTH FENCE LINE, 86 FEET NORTHEAST OF THE NORTHEAST
 AW6579'CORNER OF A SMALL WHITE BUILDING AND 38 FEET SOUTH OF AN
 AW6579'EAST-WEST FENCE LINE.
 AW6579'
 AW6579'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FOSTER W. BASE
 AW6579'HL AND P NO 1 1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 AW6579'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 36.9
 AW6579'FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 AW6579'5.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING
 AW6579'AND 4 FEET SOUTH OF THE SOUTH FACE OF THE BUILDING.
 AW6579'
 AW6579'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FOSTER W. BASE
 AW6579'HL AND P 1942 NO 3, SET IN THE TOP OF A 9-INCH SQUARE CONCRETE
 AW6579'MONUMENT FLUSH WITH THE GROUND.  IT IS 10.7 FEET WEST OF THE
 AW6579'NORTHEAST CORNER OF THE WIRE FENCE AND 1 FOOT SOUTH OF THE
 AW6579'EAST-WEST FENCE LINE.
 AW6579'
 AW6579'REFERENCE MARK 4 IS A STANDARD DISK STAMPED FOSTER W. BASE
 AW6579'HL AND P 1942 NO 4, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 AW6579'MONUMENT FLUSH WITH THE GROUND.  IT IS 109 FEET NORTH OF THE
 AW6579'NORTHWEST CORNER OF THE BUILDING, 111 FEET NORTH-NORTHWEST
 AW6579'OF THE NORTHEAST CORNER OF THE BUILDING AND 1 FOOT SOUTH OF THE
 AW6579'EAST-WEST FENCE LINE.
 AW6579'
 AW6579'5353 0712 (HCS) IS A CITY OF HOUSTON TRIANGULATION STATION BRONZE
 AW6579'DISK STAMPED 5353 0712, SET IN THE TOP OF A 9-INCH CYLINDRICAL
 AW6579'CONCRETE MONUMENT WHICH IS ABOUT 1 FOOT BELOW THE GROUND SURFACE.
 AW6579'IT IS 9 FEET SOUTH OF THE SOUTH EDGE OF A RAILROAD BRIDGE
 AW6579'AND 5 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK.
 AW6579'
 AW6579'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FOSTER W. BASE
 AW6579'HL AND P 1942 AZ 2 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AW6579'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 66 FEET
 AW6579'NORTH-NORTHEAST OF POWER LINE POLE NO. 1, 53.4 FEET WEST-SOUTHWEST
 AW6579'OF A FIRE HYDRANT, 35 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 AW6579'HOLMES ROAD AND 2 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 AW6579'
 AW6579'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF HOLMES AND
 AW6579'E ALMEDA ROADS, GO SOUTHWEST ON HOLMES ROAD FOR 0.5 MILE TO THE
 AW6579'MARK ON THE RIGHT.
 AW6579'
 AW6579'TO REACH 5353 0712 (HCS) FROM THE INTERSECTION OF HOLMES
 AW6579'AND E ALMEDA ROADS, GO SOUTH ON E ALMEDA ROAD FOR 0.2 MILE TO
 AW6579'THE MARK ON THE RIGHT.
 AW6579'
 AW6579'NOTE--NO MEASUREMENTS BETWEEN THE R.M.S, DUE TO A FENCE ON
 AW6579'LINE.
 AW6579
 AW6579                          STATION RECOVERY (1993)
 AW6579
 AW6579'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1312 ***********************************************************************
 BL1312  DESIGNATION -  FOSTORIA
 BL1312  PID         -  BL1312
 BL1312  STATE/COUNTY-  TX/LIBERTY
 BL1312  USGS QUAD   -  FOSTORIA (1997)
 BL1312
 BL1312                         *CURRENT SURVEY CONTROL
 BL1312  ___________________________________________________________________
 BL1312* NAD 83(1993)-  30 19 39.68323(N)    095 09 31.96876(W)     ADJUSTED  
 BL1312* NAVD 88     -        49.07   (+/-2cm)     161.0    (feet)  VERTCON   
 BL1312  ___________________________________________________________________
 BL1312  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BL1312  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1312
 BL1312  HORZ ORDER  -  SECOND
 BL1312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1312
 BL1312.The horizontal coordinates were established by classical geodetic methods
 BL1312.and adjusted by the National Geodetic Survey in February 1996..
 BL1312
 BL1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1312.The vertical order pertains to the NGVD 29 superseded value.
 BL1312
 BL1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1312
 BL1312.The geoid height was determined by GEOID03.
 BL1312
 BL1312;                    North         East     Units Scale Factor Converg.
 BL1312;SPC TX C     - 3,084,849.673 1,197,411.170   MT  0.99995036   +2 39 54.5
 BL1312;SPC TX C     -10,120,877.64  3,928,506.48   sFT  0.99995036   +2 39 54.5
 BL1312;UTM  15      - 3,357,072.019   292,444.240   MT  1.00013149   -1 05 25.8
 BL1312
 BL1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1312!SPC TX C     -   0.99999662  x   0.99995036  =   0.99994698
 BL1312!UTM  15      -   0.99999662  x   1.00013149  =   1.00012811
 BL1312
 BL1312:                Primary Azimuth Mark                     Grid Az
 BL1312:SPC TX C     -  LIBERTY HILL LOOKOUT TOWER               000 57 50.0
 BL1312:UTM  15      -  LIBERTY HILL LOOKOUT TOWER               004 43 10.3
 BL1312
 BL1312|---------------------------------------------------------------------|
 BL1312| PID    Reference Object                     Distance      Geod. Az  |
 BL1312|                                                           dddmmss.s |
 BL1312| BL2172 LIBERTY HILL LOOKOUT TOWER          APPROX.21.2 KM 0033744.5 |
 BL1312| BL1313 FOSTORIA RM 1                        31.577 METERS 07244     |
 BL1312| BL2187 CLEVELAND MUNICIPAL TANK            APPROX. 7.3 KM 0750603.6 |
 BL1312| BL1311 FOSTORIA AZ MK                                     2535914.2 |
 BL1312| BL2188 FOSTORIA FOSTER LUMBER CO TANK      420.405 METERS 2790738.9 |
 BL1312| BL1314 J 205 USFS                            4.152 METERS 33534     |
 BL1312| CV7602 FOSTORIA RM 2                        16.475 METERS 34236     |
 BL1312|---------------------------------------------------------------------|
 BL1312
 BL1312                          SUPERSEDED SURVEY CONTROL
 BL1312
 BL1312  NAD 83(1986)-  30 19 39.69712(N)    095 09 31.95377(W) AD(       ) 2
 BL1312  NAD 27      -  30 19 38.93300(N)    095 09 31.18600(W) AD(       ) 2
 BL1312  NGVD 29 (??/??/92)   49.074  (m)          161.00   (f) ADJ UNCH    2 0
 BL1312
 BL1312.Superseded values are not recommended for survey control.
 BL1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1312.See file dsdata.txt to determine how the superseded data were derived.
 BL1312
 BL1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9244457072(NAD 83)
 BL1312_MARKER: DS = TRIANGULATION STATION DISK
 BL1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1312_STAMPING: FOSTORIA 1942
 BL1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1312+STABILITY: SURFACE MOTION
 BL1312
 BL1312  HISTORY     - Date     Condition        Report By
 BL1312  HISTORY     - 1942     MONUMENTED       CGS
 BL1312  HISTORY     - 1951     GOOD             CGS
 BL1312  HISTORY     - 1954     GOOD             CGS
 BL1312  HISTORY     - 1954     GOOD             NGS
 BL1312  HISTORY     - 1968     GOOD             CGS
 BL1312  HISTORY     - 1969     GOOD             CGS
 BL1312
 BL1312                          STATION DESCRIPTION
 BL1312
 BL1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL1312'STATION IS IN THE E EDGE OF THE VILLAGE OF FOSTORIA, LUMBER
 BL1312'CAMP OF THE FOSTER LUMBER COMPANY.  IT IS 107 FEET S OF THE
 BL1312'S RAIL OF THE SANTA FE RAILROAD, 100 FEET S OF THE COUNTY
 BL1312'LINE MARKER, AND 36.5 FEET S OF THE CENTER LINE OF STATE
 BL1312'HIGHWAY 105.  IT IS STAMPED FOSTORIA 1942 AND PROJECTS 4 INCHES.
 BL1312'
 BL1312'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL1312'BRONZE DISKS SET IN CONCRETE.
 BL1312'
 BL1312'REFERENCE MARK NO. 1 IS E BY N OF THE STATION, 36 FEET NW OF
 BL1312'A 14-INCH PINE TREE, AND 30 FEET S OF THE CENTER LINE OF STATE
 BL1312'HIGHWAY 105.  IT IS STAMPED FOSTORIA NO. 1 1942 AND PROJECTS
 BL1312'6 INCHES.
 BL1312'
 BL1312'THE AZIMUTH MARK IS 0.3 MILE W BY S OF THE STATION, 28 FEET
 BL1312'S OF THE CENTER LINE OF STATE HIGHWAY 105, 13 FEET S OF THE
 BL1312'S EDGE OF A CULVERT, AND 3 FEET NE OF A WHITE REFERENCE POST.
 BL1312'IT IS STAMPED FOSTORIA 1942 AND PROJECTS 8 INCHES.
 BL1312'
 BL1312'J-205 (U.S.D.A.) IS NW OF THE STATION AND IS LOCATED BY TRAVERSE
 BL1312'AND DIRECTION FROM STATION FOSTORIA.  IT IS ON THE COUNTY
 BL1312'LINE BETWEEN MONTGOMERY AND LIBERTY COUNTIES, 23.5 FEET S OF
 BL1312'THE CENTER LINE OF STATE HIGHWAY 105, AND 3 FEET S OF A
 BL1312'HIGHWAY SIGN.  IT IS A STANDARD U.S.D.A. BRASS DISK SET IN
 BL1312'THE TOP OF AN 8- BY 8-INCH CONCRETE POST PROJECTING 16 INCHES.
 BL1312'IT IS STAMPED J-205 1935.
 BL1312'
 BL1312'A 110-FOOT SIGNAL AT DORA IS VISIBLE AT 90 FEET.
 BL1312'
 BL1312'A 100-FOOT SIGNAL AT FOSTER IS VISIBLE AT 77 FEET.
 BL1312
 BL1312                          STATION RECOVERY (1951)
 BL1312
 BL1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 BL1312'STATION MARK, BOTH REFERENCE MARKS, THE AZIMUTH MARK AND THE
 BL1312'U.S.D.A. MARK WERE ALL RECOVERED AND FOUND TO BE IN GOOD
 BL1312'CONDITION, AND ADEQUATELY DESCRIBED.  THE HIGHWAY 105 DOES NOT
 BL1312'PASS THE STATION ANY MORE, IT IS THE FIRST ROAD SOUTH OF THE
 BL1312'RAILROAD TRACK.
 BL1312
 BL1312                          STATION RECOVERY (1954)
 BL1312
 BL1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BL1312'0.6 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BL1312'FROM THE STATION AT FOSTORIA, AT THE LIBERTY AND MONTGOMERY
 BL1312'COUNTY LINE, 99.4 FEET SOUTH OF THE SOUTH RAIL, 36.6 FEET
 BL1312'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 15.3 FEET SOUTHEAST
 BL1312'OF A 7 FOOT RAIL WHICH IS USED AS A COUNTY LINE MARKER, 1.8
 BL1312'FEET EAST OF A WITNESS POST, A TRIANGULATION STATION DISK
 BL1312'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 BL1312'ABOVE THE GROUND, STAMPED FOSTORIA 1942.
 BL1312'
 BL1312'FOSTORIA R.M. 1 IS 103.7 FEET EAST OF TRIANGULATION STATION
 BL1312'FOSTORIA 1942, 102.6 FEET SOUTH OF THE SOUTH RAIL, 33 FEET
 BL1312'NORTHWEST OF A 25 INCH PINE TREE, 57.5 FEET WEST OF A FENCE
 BL1312'CORNER, 30 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, A
 BL1312'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BL1312'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED FOSTORIA NO 1 1942.
 BL1312'
 BL1312'BENCH MARK J 205 (U.S.F.S.) IS USED AS R.M. 2.  IT IS 13.6 FEET
 BL1312'NORTHWEST OF TRIANGULATION STATION FOSTORIA 1942, 94.8 FEET
 BL1312'SOUTH OF THE SOUTH RAIL, 22 FEET SOUTH OF THE CENTER LINE OF
 BL1312'A DIRT ROAD, 0.7 FOOT SOUTH OF A STEEL RAIL WHICH IS USED
 BL1312'AS A COUNTY LINE MARKER, A U.S. FOREST SERVICE DISK SET IN THE
 BL1312'TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 BL1312'GROUND, STAMPED J 205 1935.
 BL1312'
 BL1312'FOSTORIA 1942 AZIMUTH IS 0.3 MILE WEST OF TRIANGULATION
 BL1312'STATION FOSTORIA 1942, 167.5 FEET SOUTH OF THE SOUTH RAIL OF
 BL1312'THE MAIN TRACK, 133 FEET EAST OF A FENCE CORNER, 137 FEET SOUTH
 BL1312'OF THE 1ST POLE WEST OF MILEPOST 90, 27 FEET SOUTH OF THE CENTER
 BL1312'LINE OF AN OILED ROAD, 26.2 FEET WEST OF A POWER POLE, AN
 BL1312'AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BL1312'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED FOSTORIA 1942.
 BL1312
 BL1312                          STATION RECOVERY (1954)
 BL1312
 BL1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1312'0.6 MI E FROM FOSTORIA.
 BL1312'0.6 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1312'STATION AT FOSTORIA, AT THE LIBERTY AND MONTGOMERY COUNTY LINE, 99.4
 BL1312'FEET SOUTH OF THE SOUTH RAIL, 36.6 FEET SOUTH OF THE CENTER LINE OF A
 BL1312'DIRT ROAD, 15.3 FEET SOUTHEAST OF A 7 FOOT RAIL WHICH IS USED AS A
 BL1312'COUNTY LINE MARKER, 1.8 FEET EAST OF A WITNESS POST, 13.6 FEET
 BL1312'SOUTHEAST OF BENCH MARK J 205 (U.S.F.S.), SET IN THE TOP OF A CONCRETE
 BL1312'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BL1312
 BL1312                          STATION RECOVERY (1968)
 BL1312
 BL1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL1312'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 BL1312'WERE RECOVERED IN GOOD CONDITION.  J-205 (USDA) WAS SEARCHED
 BL1312'FOR AND IS BELIEVED TO BE DESTROYED.  STATE HIGHWAY 105 HAS
 BL1312'BEEN REROUTED.  A NEW DESCRIPTION FOLLOWS.
 BL1312'
 BL1312'THE STATION IS LOCATED IN THE EAST EDGE OF THE VILLAGE OF
 BL1312'FOSTORIA AND ON THE PROPERTY OF THE FOSTER LAND COMPANY.
 BL1312'
 BL1312'TO REACH THE STATION FROM THE CROSSROAD WHICH IS AT THE
 BL1312'NORTHWEST EDGE OF THE UNITED GAS COMPANY IN FOSTORIA, GO
 BL1312'NORTH ON A GRAVELED ROAD FOR 0.35 MILE TO A GATE ON THE RIGHT
 BL1312'AND A GATE ON THE LEFT.  (THIS IS JUST BEFORE REACHING A
 BL1312'RAILROAD CROSSING).  TURN RIGHT, PASS THROUGH GATE (LOCKED)
 BL1312'AND GO EAST FOR 0.2 MILE TO THE AZIMUTH ON THE RIGHT.  CONTINUE
 BL1312'AHEAD ON A PAVED ROAD WHICH BECOMES GRAVELED FOR 0.3 MILE
 BL1312'TO THE STATION ON THE RIGHT.
 BL1312
 BL1312                          STATION RECOVERY (1969)
 BL1312
 BL1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BL1312'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 BL1312'CONDITION.  BENCH MARK J 205 (U.S.F.S.) WAS NOT FOUND AND
 BL1312'IS ASSUMED DESTROYED.  A REFERENCE MARK 2 WAS SET.  THE
 BL1312'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  A NEW
 BL1312'DESCRIPTION FOLLOWS.
 BL1312'
 BL1312'STATION IS ABOUT 4 MILES WEST OF CLEVELAND AND ABOUT 1 FOOT
 BL1312'EAST OF THE LIBERTY-MONTGOMERY COUNTY LINE.  IT IS 160 FEET WEST
 BL1312'OF THE NORTHWEST CORNER OF A CEMETERY, 61 FEET SOUTH OF A
 BL1312'FENCE, 30 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 14 FEET
 BL1312'SOUTH OF A RAILROAD RAIL SET IN THE GROUND AND PROJECTING
 BL1312'ABOUT 8 FEET, 12 FEET NORTH OF THE NORTH EDGE OF WOODS AND
 BL1312'1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 BL1312'4 INCHES AND THE DISK IS STAMPED FOSTORIA 1942.
 BL1312'
 BL1312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 BL1312'AND STATE HIGHWAY 105 AT THE SOUTH EDGE OF CLEVELAND, GO
 BL1312'WEST ON HIGHWAY 105 FOR 4.35 MILES TO THE NORTHWEST CORNER
 BL1312'OF THE UNITED GAS CO. PLANT AT FOSTORIA AND A CROSSROAD.
 BL1312'TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.35 MILE TO A GATE
 BL1312'ON THE RIGHT JUST BEFORE REACHING A RAILROAD CROSSING.  TURN
 BL1312'RIGHT PASSING THROUGH THE GATE AND GO EAST ON PAVED ROAD FOR
 BL1312'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST
 BL1312'ON THE PAVED ROAD FOR 0.15 MILE TO THE END OF PAVEMENT.
 BL1312'CONTINUE EAST ON DIRT ROAD FOR 0.05 MILE TO A RAILROAD CROSSING
 BL1312'OF A SPUR TRACK.  CROSS THE RAILROAD AND CONTINUE EAST
 BL1312'ON THE DIRT ROAD FOR 0.1 MILE TO THE STATION ON THE
 BL1312'RIGHT.
 BL1312'
 BL1312'REFERENCE MARK 1 IS 57 FEET WEST OF THE NORTHWEST CORNER OF
 BL1312'THE CEMETERY AND 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 BL1312'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED FOSTORIA
 BL1312'NO 1 1942.
 BL1312'
 BL1312'REFERENCE MARK 2 IS 24 FEET NORTH OF THE CENTERLINE OF THE
 BL1312'ROAD AND 7 FEET SOUTH OF A FENCE.  THE MONUMENT PROJECTS
 BL1312'3 INCHES AND THE DISK IS STAMPED FOSTORIA 1942 NO 3 1969.
 BL1312'
 BL1312'THE AZIMUTH MARK IS 206 FEET WEST OF THE CENTERLINE OF A DIRT
 BL1312'ROAD SOUTH, 28 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 BL1312'ROAD, 12 FEET EAST OF A DITCH LINE, 6 FEET SOUTHEAST OF A 8
 BL1312'INCH PINE TREE AND 1 FOOT EAST OF A METAL WITNESS POST.
 BL1312'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED FOSTORIS
 BL1312'1942.
 BL1312'
 BL1312'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BL1312'
 BL1312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 BL1312'MILES WEST OF CLEVELAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1311 ***********************************************************************
 BL1311  DESIGNATION -  FOSTORIA AZ MK
 BL1311  PID         -  BL1311
 BL1311  STATE/COUNTY-  TX/LIBERTY
 BL1311  USGS QUAD   -  FOSTORIA (1997)
 BL1311
 BL1311                         *CURRENT SURVEY CONTROL
 BL1311  ___________________________________________________________________
 BL1311* NAD 83(1986)-  30 19 34.     (N)    095 09 49.     (W)     SCALED    
 BL1311* NAVD 88     -        50.07   (+/-2cm)     164.3    (feet)  VERTCON   
 BL1311  ___________________________________________________________________
 BL1311  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1311
 BL1311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1311
 BL1311.The horizontal coordinates were scaled from a topographic map and have
 BL1311.an estimated accuracy of +/- 6 seconds.
 BL1311
 BL1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1311.The vertical order pertains to the NGVD 29 superseded value.
 BL1311
 BL1311.The geoid height was determined by GEOID03.
 BL1311
 BL1311;                    North         East    Units  Estimated Accuracy
 BL1311;SPC TX C     - 3,084,650.    1,196,970.      MT  (+/- 180 meters Scaled)
 BL1311
 BL1311                          SUPERSEDED SURVEY CONTROL
 BL1311
 BL1311  NGVD 29 (??/??/92)   50.076  (m)          164.29   (f) ADJ UNCH    2 0
 BL1311
 BL1311.Superseded values are not recommended for survey control.
 BL1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1311.See file dsdata.txt to determine how the superseded data were derived.
 BL1311
 BL1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP919569(NAD 83)
 BL1311_MARKER: DZ = AZIMUTH MARK DISK
 BL1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1311_STAMPING: FOSTORIA 1942
 BL1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1311+STABILITY: SURFACE MOTION
 BL1311
 BL1311  HISTORY     - Date     Condition        Report By
 BL1311  HISTORY     - 1942     MONUMENTED       CGS
 BL1311  HISTORY     - 1954     GOOD             NGS
 BL1311
 BL1311                          STATION DESCRIPTION
 BL1311
 BL1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1311'0.3 MI E FROM FOSTORIA.
 BL1311'0.3 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1311'STATION AT FOSTORIA, 167.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 BL1311'TRACK, 133 FEET EAST OF A FENCE CORNER, 137 FEET SOUTH OF THE 1ST POLE
 BL1311'WEST OF MILEPOST 90, 27 FEET SOUTH OF THE CENTER LINE OF AN OILED
 BL1311'ROAD, 26.2 FEET WEST OF A POWER POLE, SET IN THE TOP OF A CONCRETE
 BL1311'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, 0.3 MILE WEST OF
 BL1311'TRIANGULATION STATION FOSTORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2188 ***********************************************************************
 BL2188  DESIGNATION -  FOSTORIA FOSTER LUMBER CO TANK
 BL2188  PID         -  BL2188
 BL2188  STATE/COUNTY-  TX/MONTGOMERY
 BL2188  USGS QUAD   -  FOSTORIA (1997)
 BL2188
 BL2188                         *CURRENT SURVEY CONTROL
 BL2188  ___________________________________________________________________
 BL2188* NAD 83(1993)-  30 19 41.84865(N)    095 09 47.50729(W)     ADJUSTED  
 BL2188* NAVD 88     -                                                        
 BL2188  ___________________________________________________________________
 BL2188  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BL2188  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL2188
 BL2188  HORZ ORDER  -  THIRD
 BL2188
 BL2188.The horizontal coordinates were established by classical geodetic methods
 BL2188.and adjusted by the National Geodetic Survey in February 1996..
 BL2188
 BL2188
 BL2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2188
 BL2188.The geoid height was determined by GEOID03.
 BL2188
 BL2188;                    North         East     Units Scale Factor Converg.
 BL2188;SPC TX C     - 3,084,896.987 1,196,993.456   MT  0.99995024   +2 39 46.5
 BL2188;SPC TX C     -10,121,032.86  3,927,136.03   sFT  0.99995024   +2 39 46.5
 BL2188;UTM  15      - 3,357,146.606   292,030.447   MT  1.00013361   -1 05 33.7
 BL2188
 BL2188                          SUPERSEDED SURVEY CONTROL
 BL2188
 BL2188  NAD 83(1986)-  30 19 41.86243(N)    095 09 47.49199(W) AD(       ) 4
 BL2188  NAD 27      -  30 19 41.09867(N)    095 09 46.73071(W) AD(       ) 3
 BL2188
 BL2188.Superseded values are not recommended for survey control.
 BL2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2188.See file dsdata.txt to determine how the superseded data were derived.
 BL2188
 BL2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9203057147(NAD 83)
 BL2188_MARKER: 53 = ELEVATED TANK
 BL2188
 BL2188  HISTORY     - Date     Condition        Report By
 BL2188  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2188
 BL2188                          STATION DESCRIPTION
 BL2188
 BL2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2188'THE STATION IS LOCATED ABOUT 18 MILES EAST OF CONROE IN THE
 BL2188'NORTHEAST PORTION OF THE VILLAGE OF FOSTORIA.  IT IS A 4-LEGGED
 BL2188'STEEL STRUCTURE SUPPORTING THE TANK PROPER.  IT IS PAINTED
 BL2188'SILVER COLOR AND HAS AN OVERALL HEIGHT OF 140 FEET.  THE BALL
 BL2188'AT THE APEX WAS THE POINT OBSERVED.
 BL2188'
 BL2188'TO REACH THE STATION FROM THE POST OFFICE IN FOSTORIA FOLLOW
 BL2188'SAND ROAD NORTH AND EAST FOR 0.7 MILE TO THE FOSTER LUMBER
 BL2188'YARD AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1313 ***********************************************************************
 BL1313  DESIGNATION -  FOSTORIA RM 1
 BL1313  PID         -  BL1313
 BL1313  STATE/COUNTY-  TX/LIBERTY
 BL1313  USGS QUAD   -  FOSTORIA (1997)
 BL1313
 BL1313                         *CURRENT SURVEY CONTROL
 BL1313  ___________________________________________________________________
 BL1313* NAD 83(1986)-  30 19 39.     (N)    095 09 31.     (W)     SCALED    
 BL1313* NAVD 88     -        49.68   (+/-2cm)     163.0    (feet)  VERTCON   
 BL1313  ___________________________________________________________________
 BL1313  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1313
 BL1313  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1313
 BL1313.The horizontal coordinates were scaled from a topographic map and have
 BL1313.an estimated accuracy of +/- 6 seconds.
 BL1313
 BL1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1313.The vertical order pertains to the NGVD 29 superseded value.
 BL1313
 BL1313.The geoid height was determined by GEOID03.
 BL1313
 BL1313;                    North         East    Units  Estimated Accuracy
 BL1313;SPC TX C     - 3,084,830.    1,197,440.      MT  (+/- 180 meters Scaled)
 BL1313
 BL1313                          SUPERSEDED SURVEY CONTROL
 BL1313
 BL1313  NGVD 29 (??/??/92)   49.689  (m)          163.02   (f) ADJ UNCH    2 0
 BL1313
 BL1313.Superseded values are not recommended for survey control.
 BL1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1313.See file dsdata.txt to determine how the superseded data were derived.
 BL1313
 BL1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP924570(NAD 83)
 BL1313_MARKER: DR = REFERENCE MARK DISK
 BL1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1313_STAMPING: FOSTORIA NO 1 1942
 BL1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1313+STABILITY: SURFACE MOTION
 BL1313
 BL1313  HISTORY     - Date     Condition        Report By
 BL1313  HISTORY     - 1942     MONUMENTED       CGS
 BL1313  HISTORY     - 1954     GOOD             NGS
 BL1313
 BL1313                          STATION DESCRIPTION
 BL1313
 BL1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1313'0.6 MI E FROM FOSTORIA.
 BL1313'0.6 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1313'STATION AT FOSTORIA, 102.6 FEET SOUTH OF THE SOUTH RAIL, 33 FEET
 BL1313'NORTHWEST OF A 25 INCH PINE TREE, 57.5 FEET WEST OF A FENCE CORNER, 30
 BL1313'FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 103.7 FEET EAST OF
 BL1313'TRIANGULATION STATION FOSTORIA, SET IN THE TOP OF A CONCRETE POST
 BL1313'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2190 ***********************************************************************
 BL2190  DESIGNATION -  FOSTORIA TENN GAS TRANS MAST
 BL2190  PID         -  BL2190
 BL2190  STATE/COUNTY-  TX/MONTGOMERY
 BL2190  USGS QUAD   -  FOSTORIA (1997)
 BL2190
 BL2190                         *CURRENT SURVEY CONTROL
 BL2190  ___________________________________________________________________
 BL2190* NAD 83(1993)-  30 19 21.45692(N)    095 09 27.26358(W)     ADJUSTED  
 BL2190* NAVD 88     -                                                        
 BL2190  ___________________________________________________________________
 BL2190  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BL2190  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL2190
 BL2190  HORZ ORDER  -  THIRD
 BL2190
 BL2190.The horizontal coordinates were established by classical geodetic methods
 BL2190.and adjusted by the National Geodetic Survey in February 1996..
 BL2190
 BL2190
 BL2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2190
 BL2190.The geoid height was determined by GEOID03.
 BL2190
 BL2190;                    North         East     Units Scale Factor Converg.
 BL2190;SPC TX C     - 3,084,294.894 1,197,562.821   MT  0.99995140   +2 39 57.0
 BL2190;SPC TX C     -10,119,057.50  3,929,004.02   sFT  0.99995140   +2 39 57.0
 BL2190;UTM  15      - 3,356,508.396   292,559.248   MT  1.00013090   -1 05 22.8
 BL2190
 BL2190                          SUPERSEDED SURVEY CONTROL
 BL2190
 BL2190  NAD 83(1986)-  30 19 21.47072(N)    095 09 27.24755(W) AD(       ) 4
 BL2190  NAD 27      -  30 19 20.71175(N)    095 09 26.48827(W) AD(       ) 3
 BL2190
 BL2190.Superseded values are not recommended for survey control.
 BL2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2190.See file dsdata.txt to determine how the superseded data were derived.
 BL2190
 BL2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9255956508(NAD 83)
 BL2190_MARKER: 42 = RADIO/TV MAST
 BL2190
 BL2190  HISTORY     - Date     Condition        Report By
 BL2190  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2190
 BL2190                          STATION DESCRIPTION
 BL2190
 BL2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2190'THE STATION IS LOCATED ABOUT 18 MILES EAST OF CONROE AND ABOUT
 BL2190'0.5 MILE SOUTHEAST OF FOSTORIA.  IT IS PROPERTY OF THE TENNESSEE
 BL2190'GAS TRANSMISSION CO. AND THE CALL LETTERS ARE KKA 693.  IT
 BL2190'IS A SINGLE COLUMN STEEL STRUCTURE SET IN A CONCRETE BASE
 BL2190'HAVING AN OVERALL HEIGHT OF 260 FEET.  IT IS PAINTED ALTERNATELY
 BL2190'RED AND WHITE AND THE LIGHT AT THE TOP WAS THE POINT OBSERVED
 BL2190'UPON.
 BL2190'
 BL2190'TO REACH THE STATION FROM THE POST OFFICE IN FOSTORIA GO
 BL2190'SOUTH FOR 0.3 MILE TO THE JUNCTION WITH STATE HIGHWAY 105,
 BL2190'TURN LEFT AND FOLLOW STATE HIGHWAY 105 EAST FOR 0.4 MILE TO
 BL2190'THE STATION ON THE RIGHT, JUST INSIDE A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0507 ***********************************************************************
 DP0507  DESIGNATION -  FOUR
 DP0507  PID         -  DP0507
 DP0507  STATE/COUNTY-  TX/KING
 DP0507  USGS QUAD   -  GROW (1981)
 DP0507
 DP0507                         *CURRENT SURVEY CONTROL
 DP0507  ___________________________________________________________________
 DP0507* NAD 83(1993)-  33 46 30.65863(N)    100 17 11.60533(W)     ADJUSTED  
 DP0507* NAVD 88     -       607.     (meters)    1991.     (feet)  SCALED    
 DP0507  ___________________________________________________________________
 DP0507  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DP0507  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DP0507
 DP0507  HORZ ORDER  -  FIRST
 DP0507
 DP0507.The horizontal coordinates were established by classical geodetic methods
 DP0507.and adjusted by the National Geodetic Survey in February 1996..
 DP0507
 DP0507.The orthometric height was scaled from a topographic map.
 DP0507
 DP0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0507
 DP0507.The geoid height was determined by GEOID03.
 DP0507
 DP0507;                    North         East     Units Scale Factor Converg.
 DP0507;SPC TXNC     - 2,235,227.708   434,531.655   MT  0.99995220   -0 58 27.8
 DP0507;SPC TXNC     - 7,333,409.57  1,425,625.94   sFT  0.99995220   -0 58 27.8
 DP0507;UTM  14      - 3,737,972.790   380,873.310   MT  0.99977495   -0 42 55.2
 DP0507
 DP0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0507!SPC TXNC     -   0.99990901  x   0.99995220  =   0.99986122
 DP0507!UTM  14      -   0.99990901  x   0.99977495  =   0.99968398
 DP0507
 DP0507:                Primary Azimuth Mark                     Grid Az
 DP0507:SPC TXNC     -  FOUR AZ MK                               032 27 04.8
 DP0507:UTM  14      -  FOUR AZ MK                               032 11 32.2
 DP0507
 DP0507|---------------------------------------------------------------------|
 DP0507| PID    Reference Object                     Distance      Geod. Az  |
 DP0507|                                                           dddmmss.s |
 DP0507| CX7216 FOUR AZ MK                                         0312837.0 |
 DP0507| CX7217 FOUR RM 1                            16.715 METERS 13103     |
 DP0507| CX7218 FOUR RM 2                            15.962 METERS 23239     |
 DP0507|---------------------------------------------------------------------|
 DP0507
 DP0507                          SUPERSEDED SURVEY CONTROL
 DP0507
 DP0507  NAD 83(1993)-  33 46 30.66075(N)    100 17 11.60529(W) AD(       ) 1
 DP0507  NAD 83(1986)-  33 46 30.66447(N)    100 17 11.59829(W) AD(       ) 1
 DP0507  NAD 27      -  33 46 30.36400(N)    100 17 10.20200(W) AD(       ) 1
 DP0507
 DP0507.Superseded values are not recommended for survey control.
 DP0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0507.See file dsdata.txt to determine how the superseded data were derived.
 DP0507
 DP0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8087337973(NAD 83)
 DP0507_MARKER: DS = TRIANGULATION STATION DISK
 DP0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0507
 DP0507  HISTORY     - Date     Condition        Report By
 DP0507  HISTORY     - 1935     MONUMENTED       CGS
 DP0507  HISTORY     - 1935     GOOD             CGS
 DP0507  HISTORY     - 1958     GOOD             CGS
 DP0507  HISTORY     - 1966     GOOD             USGS
 DP0507
 DP0507                          STATION DESCRIPTION
 DP0507
 DP0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0507'STATION IS LOCATED ABOUT 1-1/2 MILES E AND 10-1/2 MILES N OF
 DP0507'GUTHRIE, 5-1/4 MILES E AND 1/2 MILE S OF FINNEY, NEAR THE CENTER
 DP0507'OF SECTION 4, B.E. JACOBS, AND ABOUT 4-1/4 MILES S OF THE COUNTY
 DP0507'LINE.  IT IS ON LAND OWNED BY THE S.B. BURNETT ESTATE, KNOWN
 DP0507'AS THE 6666 RANCH, OF WHICH GEORGE HUMPHRIES IS FOREMAN.  THE
 DP0507'STATION IS ON A HIGH KNOLL WHICH IS THE HIGHEST POINT IN THE
 DP0507'VICINITY AND IS IN OPEN PASTURE LAND.  MARK IS 120 FEET NNW OF
 DP0507'A RANCH ROAD WHICH CROSSES THE KNOLL, ALSO A COTTON GIN CAN BE
 DP0507'SEEN AT AZIMUTH 337.5 DEGREES ABOUT 3 MILES AWAY.
 DP0507'
 DP0507'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0507'BRONZE DISKS SET IN CONCRETE.
 DP0507'
 DP0507'REACHED FROM THE POST OFFICE IN GUTHRIE BY GOING N ON STATE
 DP0507'HIGHWAY 4 FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 24, 12.9
 DP0507'MILES OR 2.0 MILES BEYOND A CROSS ROAD WHICH LEADS TO FINNEY
 DP0507'AND DUMONT, THEN TURN RIGHT (E) ON T-ROAD AT SERVICE STATION ON
 DP0507'LEFT AND GO 2.1 MILES (THE SERVICE STATION IS 1.7 MILES S
 DP0507'OF THE COUNTY LINE), THEN JOG RIGHT A SHORT DISTANCE, TURN LEFT
 DP0507'(E) AND CONTINUE FOR 1.0 MILE, TURN RIGHT (S) ACROSS CATTLE
 DP0507'GUARD AT CROSS ROAD AND GO 0.45 MILE TO A GATE AT T-ROAD JUST
 DP0507'AFTER PASSING HOUSE ON RIGHT OWNED BY MR. J.J. GIBSON,
 DP0507'CONTINUE AHEAD (S) ON FARM ROAD ALONG FENCE LINE FOR 1.05
 DP0507'MILES TO WHERE ROAD CROSSES FENCE LINE, GO THROUGH WIRE
 DP0507'GATE AND CONTINUE ON MAIN RIGHT HAND ROAD 0.45 MILE TO FENCE
 DP0507'CORNER ON RIGHT AT WHICH POINT AN EARTH TANK CAN BE SEEN
 DP0507'AHEAD AND TO THE LEFT, JUST BEYOND FENCE CORNER TAKE MAIN RIGHT
 DP0507'FORK, THEN MAIN LEFT FORK FOLLOWING ROAD ACROSS PASTURE 0.45
 DP0507'MILE TO TOP OF GRADE AND STATION ON RIGHT.
 DP0507'
 DP0507'THE LINE FINNEY-FOUR MAY BE USED AS A LA PLACE AZIMUTH, BOTH
 DP0507'STATIONS ARE VISIBLE FROM GROUND.
 DP0507'
 DP0507'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 DP0507
 DP0507                          STATION RECOVERY (1935)
 DP0507
 DP0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0507'STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN EXCELLENT
 DP0507'CONDITION AND DIRECTIONS TO SAME NOT TAKEN AGAIN SINCE THE
 DP0507'STATION WAS OCCUPIED LESS THAN A MONTH BEFORE BY THE SAME
 DP0507'PARTY.  ORIGINAL DESCRIPTION ENTIRELY ADEQUATE.
 DP0507
 DP0507                          STATION RECOVERY (1958)
 DP0507
 DP0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0507'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DP0507'CONDITION.
 DP0507'
 DP0507'THE LAST 1-1/2 MILES, BEFORE REACHING THE STATION, IS VERY ROUGH
 DP0507'AND A FOUR-WHEEL DRIVE VEHICLE WOULD BE REQUIRED TO DRIVE TO THE
 DP0507'SITE.
 DP0507'
 DP0507'THE AZIMUTH MARK IS 0.15 MILE WEST-SOUTHWEST OF THE FENCE
 DP0507'CORNER THAT IS 0.45 MILE NORTHEAST OF THE STATION.
 DP0507'
 DP0507'A KEY FOR A LOCKED GATE WAS OBTAINED AT THE HOUSE FORMERLY OWNED
 DP0507'BY MR. GIBSON.
 DP0507
 DP0507                          STATION RECOVERY (1966)
 DP0507
 DP0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DP0507'STATION LOCATED 1-1/2 MILES E AND 10-1/2 MILES N OF GUTHRIE.
 DP0507'FROM GUTHRIE, GO 7.3 MILES N ON U.S. HWY 83 TO RED GATED ON
 DP0507'THE RIGHT (6666 PAINTED ON GATE-PROPERTY OF 6666 RANCH) GO
 DP0507'THRU GATE AND FOLLOW MAIN ROAD ENE TO FIRST ROAD FORK AND OLD
 DP0507'YELLOW SIGN (ABOUT 4 MI.), TAKE LEFT FORK, CROSS DEEP DRAIN
 DP0507'AT APPROXIMATELY 0.8 MI., JUST AFTER CROSSING DRAIN GO LEFT
 DP0507'AT ROAD FORK AND FOLLOW ROAD TO RIDGE TOP AND STATION.  STATION
 DP0507'IS ON W SIDE OF N-S ROAD AT TRIANGLE INTERSECTION.  MARK IS
 DP0507'STANDARD TABLET STAMPED FOUR 1935 SET IN TOP OF CONCRETE
 DP0507'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2177 ***********************************************************************
 BL2177  DESIGNATION -  FOUR NOTCH LOOKOUT TOWER
 BL2177  PID         -  BL2177
 BL2177  STATE/COUNTY-  TX/WALKER
 BL2177  USGS QUAD   -  PHELPS (1976)
 BL2177
 BL2177                         *CURRENT SURVEY CONTROL
 BL2177  ___________________________________________________________________
 BL2177* NAD 83(1993)-  30 38 45.36963(N)    095 25 24.44717(W)     ADJUSTED  
 BL2177* NAVD 88     -                                                        
 BL2177  ___________________________________________________________________
 BL2177  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BL2177  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL2177
 BL2177  HORZ ORDER  -  THIRD
 BL2177
 BL2177.The horizontal coordinates were established by classical geodetic methods
 BL2177.and adjusted by the National Geodetic Survey in February 1996..
 BL2177
 BL2177
 BL2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2177
 BL2177.The geoid height was determined by GEOID03.
 BL2177
 BL2177;                    North         East     Units Scale Factor Converg.
 BL2177;SPC TX C     - 3,118,940.773 1,170,438.195   MT  0.99990087   +2 31 44.0
 BL2177;SPC TX C     -10,232,724.85  3,840,012.64   sFT  0.99990087   +2 31 44.0
 BL2177;UTM  15      - 3,392,868.359   267,758.154   MT  1.00026541   -1 14 09.1
 BL2177
 BL2177                          SUPERSEDED SURVEY CONTROL
 BL2177
 BL2177  NAD 83(1986)-  30 38 45.38013(N)    095 25 24.43166(W) AD(       ) 4
 BL2177  NAD 27      -  30 38 44.67000(N)    095 25 23.64000(W) AD(       ) 3
 BL2177
 BL2177.Superseded values are not recommended for survey control.
 BL2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2177.See file dsdata.txt to determine how the superseded data were derived.
 BL2177
 BL2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6775892868(NAD 83)
 BL2177_MARKER: 57 = LOOKOUT TOWER
 BL2177
 BL2177  HISTORY     - Date     Condition        Report By
 BL2177  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2177
 BL2177                          STATION DESCRIPTION
 BL2177
 BL2177'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0204 ***********************************************************************
 FM0204  DESIGNATION -  FOUR WAY
 FM0204  PID         -  FM0204
 FM0204  STATE/COUNTY-  TX/MOORE
 FM0204  USGS QUAD   -  BAUTISTA (1971)
 FM0204
 FM0204                         *CURRENT SURVEY CONTROL
 FM0204  ___________________________________________________________________
 FM0204* NAD 83(1993)-  35 41 25.90484(N)    102 00 56.77203(W)     ADJUSTED  
 FM0204* NAVD 88     -      1137.325  (meters)    3731.37   (feet)  ADJUSTED  
 FM0204  ___________________________________________________________________
 FM0204  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 FM0204  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FM0204  DYNAMIC HT  -        1135.986 (meters)    3726.98  (feet)  COMP
 FM0204  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 FM0204
 FM0204  HORZ ORDER  -  SECOND
 FM0204  VERT ORDER  -  SECOND    CLASS 0
 FM0204
 FM0204.The horizontal coordinates were established by classical geodetic methods
 FM0204.and adjusted by the National Geodetic Survey in February 1996..
 FM0204
 FM0204.The orthometric height was determined by differential leveling
 FM0204.and adjusted by the National Geodetic Survey in June 1991..
 FM0204
 FM0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0204
 FM0204.The geoid height was determined by GEOID03.
 FM0204
 FM0204.The dynamic height is computed by dividing the NAVD 88
 FM0204.geopotential number by the normal gravity value computed on the
 FM0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0204.degrees latitude (g = 980.6199 gals.).
 FM0204
 FM0204.The modeled gravity was interpolated from observed gravity values.
 FM0204
 FM0204;                    North         East     Units Scale Factor Converg.
 FM0204;SPC TX N     - 1,187,664.613   153,319.109   MT  0.99992216   -0 17 56.1
 FM0204;SPC TX N     - 3,896,529.65    503,014.44   sFT  0.99992216   -0 17 56.1
 FM0204;UTM  13      - 3,953,729.576   770,047.762   MT  1.00049874   +1 44 31.5
 FM0204;UTM  14      - 3,953,816.867   227,097.288   MT  1.00051785   -1 45 37.8
 FM0204
 FM0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0204!SPC TX N     -   0.99982564  x   0.99992216  =   0.99974781
 FM0204!UTM  13      -   0.99982564  x   1.00049874  =   1.00032429
 FM0204!UTM  14      -   0.99982564  x   1.00051785  =   1.00034340
 FM0204
 FM0204|---------------------------------------------------------------------|
 FM0204| PID    Reference Object                     Distance      Geod. Az  |
 FM0204|                                                           dddmmss.s |
 FM0204| FM0178 TT 35 L                              65.909 METERS 09423     |
 FM0204| CJ6406 FOUR WAY RM 1                        46.256 METERS 15829     |
 FM0204| CJ6408 FOUR WAY RM 2 RESET                  25.951 METERS 26209     |
 FM0204| FM0206 FOUR WAY AZ MK RESET                               2715350.8 |
 FM0204| FM0205 FOUR WAY AZ MK                                     2715350.7 |
 FM0204| CJ6407 FOUR WAY RM 2                        53.264 METERS 27327     |
 FM0204|---------------------------------------------------------------------|
 FM0204
 FM0204                          SUPERSEDED SURVEY CONTROL
 FM0204
 FM0204  NAD 83(1993)-  35 41 25.90477(N)    102 00 56.77040(W) AD(       ) 2
 FM0204  NAD 83(1986)-  35 41 25.91245(N)    102 00 56.76235(W) AD(       ) 2
 FM0204  NAD 27      -  35 41 25.76100(N)    102 00 55.09800(W) AD(       ) 2
 FM0204  NGVD 29 (??/??/92) 1136.771  (m)         3729.56   (f) ADJ UNCH    2 0
 FM0204
 FM0204.Superseded values are not recommended for survey control.
 FM0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0204.See file dsdata.txt to determine how the superseded data were derived.
 FM0204
 FM0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV7004853730(NAD 83)
 FM0204_MARKER: DS = TRIANGULATION STATION DISK
 FM0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0204_SP_SET: CONCRETE BLOCK
 FM0204_STAMPING: TRIANGULATION FOUR WAYS 1935
 FM0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0204
 FM0204  HISTORY     - Date     Condition        Report By
 FM0204  HISTORY     - 1935     MONUMENTED       CGS
 FM0204  HISTORY     - 1947     GOOD             CGS
 FM0204  HISTORY     - 1947     GOOD             NGS
 FM0204  HISTORY     - 1973     GOOD             USAF
 FM0204
 FM0204                          STATION DESCRIPTION
 FM0204
 FM0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0204'STATION IS 12 MILES AIRLINE SSW OF DUMAS, IN SECTION 20,
 FM0204'BLOCK P MC.  IT IS 2.9 MILES W OF THE FOUR-WAY SERVICE STATION,
 FM0204'47 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 87, 94 FEET WSW
 FM0204'OF THE INTERSECTION OF THE SANTA FE RAILROAD TRACKS AND U.S.
 FM0204'HIGHWAY 87, 58 FEET W OF THE FIRST TELEGRAPH POLE S OF THE
 FM0204'ROAD AND W OF THE RAILROAD TRACKS FROM THE INTERSECTION, 27
 FM0204'FET SE OF A LARGE, LONE, NW FENCE CORNER POST, AND MARK
 FM0204'PROJECTS 8 INCHES.
 FM0204'
 FM0204'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FM0204'BRONZE DISKS SET IN CONCRETE.
 FM0204'
 FM0204'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 100 FEET W OF THE
 FM0204'RAILROAD TRACKS, 1 FOOT E OF THE WIRE FENCE THAT PARALLELS
 FM0204'THE TRACKS, AND MARK PROJECTS 4 INCHES.
 FM0204'
 FM0204'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT S OF AN
 FM0204'E-W FENCE, 36 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 87.
 FM0204'MARK PROJECTS 6 INCHES.
 FM0204'
 FM0204'AZIMUTH MARK IS W OF THE STATION, 1 FOOT S OF AN E-W FENCE,
 FM0204'35 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 87 AND PROJECTS
 FM0204'4 INCHES.
 FM0204'
 FM0204'STATION IS REACHED FROM THE FOUR-WAY SERVICE STATION BY DRIVING
 FM0204'W ON U.S. HIGHWAY 87 FOR 2.9 MILES TO THE INTERSECTION OF THE
 FM0204'HIGHWAY AND THE SANTA FE RAILROAD TRACKS AND THE STATION.
 FM0204'
 FM0204'A 20-FOOT STAND WILL CLEAR ALL LINES.
 FM0204'
 FM0204'NOTE--A TIE WAS MADE TO U.S. B.M. 35 L 1933.
 FM0204
 FM0204                          STATION RECOVERY (1947)
 FM0204
 FM0204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GAN)
 FM0204'STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 FM0204'CONDITION AS DESCRIBED.  A REVISED DESCRIPTION IS AS FOLLOWS
 FM0204'STATION IS 12 MILES AIRLINE SSW. OF DUMAS, 02.9 MILES WEST
 FM0204'OF FOUR WAY STORE AND THE JUNCTION OF HIGHWAYS NOS. 287 AND
 FM0204'354, IN THE SOUTHWEST POINT OF THE INTERSECTION THE SANTA
 FM0204'FE TRACKS AND HIGHWAY NO. 354, 30 YARDS WEST OF THE WEST
 FM0204'RAIL AND 4 YARDS NORTH FROM THE SOUTH RIGHT-OF-WAY FENCE.
 FM0204'STATION MARK IS A STANDARD DISK SET IN A CONCRETE BLOCK
 FM0204'PROJECTING ABOUT 6 INCHES.  REFERENCE NO. 2 AND THE AZIMUTH MARK
 FM0204'WERE REMOVED TO MAKE WAY FOR NEW HIGHWAY CONSTRUCTION.  A
 FM0204'NEW AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE BLOCK WAS
 FM0204'SET IN 1947, EXACTLY IN LINE WITH THE 1935 MARK AND 0.15 MILE
 FM0204'GREATER DISTANCE FROM THE STATION.  IT IS 0.7 MILE WEST
 FM0204'FROM THE STATION, 70 YARDS WEST OF A GATE AND 3 FEET
 FM0204'SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE.  A NEW REFERENCE
 FM0204'MARK, NO. 2, 1947 WAS SET WEST OF THE STATION, 1 FOOT NORTH
 FM0204'FROM THE SOUTH RIGHT-OF-WAY FENCE.  REFERENCE NO. 1 IS
 FM0204'1935, IS SSE OF THE STATION, 1 FOOT EAST OF RAILROAD
 FM0204'PROPERTY FENCE.  THE U.S.G.S.  STATION IS IN THE FENCE CORNER
 FM0204'EAST OF THE STATION AND THE RAILROAD TRACKS.
 FM0204
 FM0204                          STATION RECOVERY (1947)
 FM0204
 FM0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 FM0204'12.7 MI SE FROM DUMAS.
 FM0204'STATION IS 12 MILES AIRLINE SSW OF DUMAS, 02.9 MILES WEST OF FOUR WAY
 FM0204'STORE AND THE JUNCTION OF HIGHWAYS NOS. 287 AND 354, IN THE SOUTHWEST
 FM0204'POINT OF THE INTERSECTION OF THE SANTA FE TRACKS AND HIGHWAY NO. 354,
 FM0204'30 YARDS WEST OF THE WEST RAIL AND 4 YARDS NORTH FROM THE SOUTH
 FM0204'RIGHT-OF-WAY FENCE.  STATION MARK IS A STANDARD DISK SET IN A CONCRETE
 FM0204'BLOCK, PROJECTING ABOUT 6 INCHES.
 FM0204
 FM0204                          STATION RECOVERY (1973)
 FM0204
 FM0204'RECOVERY NOTE BY US AIR FORCE 1973
 FM0204'STATION, REFERENCE MARKS, AND AZIMUTH MARKS RECOVERED IN GOOD
 FM0204'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--STATION IS 12
 FM0204'MILES AIRLINE SSW. OF DUMAS, 02.9 MILES WEST OF FOUR WAY STORE
 FM0204'AND THE JUNCTION OF HIGHWAYS NOS 287 AND 354, IN THE SOUTHWEST
 FM0204'POINT OF THE INTERSECTION OF THE SANTA FE TRACKS AND HIGHWAY
 FM0204'NO. 354, 30 YARDS WEST OF THE WEST RAIL AND 4 YARDS NORTH
 FM0204'FROM THE SOUTH RIGHT-OF-WAY FENCE.  STATION MARK IS A STANDARD
 FM0204'DISK SET IN A CONCRETE BLOCK, PROJECTING ABOUT 6 INCHES.
 FM0204'REFERENCE NO 1 1935, IS SSE OF THE STATION, 1 FOOT EAST OF
 FM0204'THE RAILROAD PROPERTY FENCE.  A NEW REFERENCE MARK NO. 2,
 FM0204'1947, WAS SET WEST OF THE STATION 1 FOOT NORTH FROM THE
 FM0204'SOUTH RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0552 ***********************************************************************
 DP0552  DESIGNATION -  FOURMILE
 DP0552  PID         -  DP0552
 DP0552  STATE/COUNTY-  TX/KENT
 DP0552  USGS QUAD   -  CLAIREMONT WEST (1969)
 DP0552
 DP0552                         *CURRENT SURVEY CONTROL
 DP0552  ___________________________________________________________________
 DP0552* NAD 83(1993)-  33 07 41.72054(N)    100 48 21.46918(W)     ADJUSTED  
 DP0552* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 DP0552  ___________________________________________________________________
 DP0552  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 DP0552  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DP0552
 DP0552  HORZ ORDER  -  FIRST
 DP0552
 DP0552.The horizontal coordinates were established by classical geodetic methods
 DP0552.and adjusted by the National Geodetic Survey in February 1996..
 DP0552
 DP0552.The orthometric height was scaled from a topographic map.
 DP0552
 DP0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0552
 DP0552.The geoid height was determined by GEOID03.
 DP0552
 DP0552;                    North         East     Units Scale Factor Converg.
 DP0552;SPC TXNC     - 2,164,436.688   384,857.111   MT  0.99987351   -1 15 27.6
 DP0552;SPC TXNC     - 7,101,156.03  1,262,652.04   sFT  0.99987351   -1 15 27.6
 DP0552;UTM  14      - 3,666,956.888   331,527.588   MT  0.99994996   -0 59 14.0
 DP0552
 DP0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0552!SPC TXNC     -   0.99989358  x   0.99987351  =   0.99976710
 DP0552!UTM  14      -   0.99989358  x   0.99994996  =   0.99984354
 DP0552
 DP0552|---------------------------------------------------------------------|
 DP0552| PID    Reference Object                     Distance      Geod. Az  |
 DP0552|                                                           dddmmss.s |
 DP0552| CX7220 FOURMILE RM 1                        22.978 METERS 04217     |
 DP0552| CX7219 FOURMILE AZ MK                                     2991020.5 |
 DP0552| CX7221 FOURMILE RM 2                        24.281 METERS 29933     |
 DP0552|---------------------------------------------------------------------|
 DP0552
 DP0552                          SUPERSEDED SURVEY CONTROL
 DP0552
 DP0552  NAD 83(1993)-  33 07 41.72346(N)    100 48 21.46337(W) AD(       ) 1
 DP0552  NAD 83(1986)-  33 07 41.72561(N)    100 48 21.46048(W) AD(       ) 1
 DP0552  NAD 27      -  33 07 41.37828(N)    100 48 20.02970(W) AD(       ) 1
 DP0552
 DP0552.Superseded values are not recommended for survey control.
 DP0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0552.See file dsdata.txt to determine how the superseded data were derived.
 DP0552
 DP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB3152866957(NAD 83)
 DP0552_MARKER: DS = TRIANGULATION STATION DISK
 DP0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0552
 DP0552  HISTORY     - Date     Condition        Report By
 DP0552  HISTORY     - 1968     MONUMENTED       CGS
 DP0552
 DP0552                          STATION DESCRIPTION
 DP0552
 DP0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0552'THE STATION IS LOCATED AIRLINE, ABOUT 4 MILES SOUTHWEST OF
 DP0552'CLAIRMONT, 3/4 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY
 DP0552'380 AND STATE HIGHWAY 208 AND AT THE SITE OF AN OLD ABANDONED
 DP0552'FARMSTEAD.
 DP0552'
 DP0552'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 380
 DP0552'AND STATE HIGHWAY 208, ABOUT 4.5 MILES SOUTHWEST OF CLAIRMONT,
 DP0552'GO EAST ON U.S. HIGHWAY 380 FOR 0.45 MILE TO A SIDE ROAD RIGHT,
 DP0552'TURN RIGHT AND GO SOUTH, CROSSING A CATTLE GUARD, FOR 0.1 MILE TO
 DP0552'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.05 MILE TO A TRACK
 DP0552'SIDE ROAD LEFT, JUST BEFORE REACHING A SECOND CATTLE GUARD.
 DP0552'TURN LEFT AND GO EASTERLY FOR 0.3 MILE TO AN OLD ABANDONED HOUSE
 DP0552'ON THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 DP0552'
 DP0552'STATION MARK IS A STANDARD DISK, STAMPED FOURMILE 1968, SET IN
 DP0552'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER AND
 DP0552'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET
 DP0552'NORTH OF AN EASTWEST FENCE LINE, 29 FEET SOUTHWEST OF THE CENTER
 DP0552'OF THE TRACK ROAD AND 129 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DP0552'OF THE OLD ABANDONED HOUSE.
 DP0552'
 DP0552'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOURMILE NO 1 1968,
 DP0552'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER
 DP0552'AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 33
 DP0552'FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 122 FEET
 DP0552'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
 DP0552'
 DP0552'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOURMILE NO 2
 DP0552'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN
 DP0552'DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE. IT
 DP0552'IS 23 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 79 FEET
 DP0552'SOUTH OF THE SOUTH SIDE OF THE OLD HOUSE.
 DP0552'
 DP0552'AZIMUTH MARK IS A STANDARD DISK, STAMPED FOURMILE 1968, SET
 DP0552'IN THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER AND
 DP0552'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.1 FEET
 DP0552'NORTHEAST OF A WITNESS POST IN A NORTH-SOUTH FENCE LINE, 83 FEET
 DP0552'WEST OF THE CENTER OF THE ROAD AND 1.5 FEET EAST OF THE FENCE.
 DP0552'
 DP0552'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1748 ***********************************************************************
 FL1748  DESIGNATION -  FOURSIX
 FL1748  PID         -  FL1748
 FL1748  STATE/COUNTY-  TX/CARSON
 FL1748  USGS QUAD   -  ABELL (1965)
 FL1748
 FL1748                         *CURRENT SURVEY CONTROL
 FL1748  ___________________________________________________________________
 FL1748* NAD 83(1993)-  35 29 02.09770(N)    101 23 04.52925(W)     ADJUSTED  
 FL1748* NAVD 88     -      1026.     (meters)    3366.     (feet)  SCALED    
 FL1748  ___________________________________________________________________
 FL1748  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FL1748  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 FL1748
 FL1748  HORZ ORDER  -  SECOND
 FL1748
 FL1748.The horizontal coordinates were established by classical geodetic methods
 FL1748.and adjusted by the National Geodetic Survey in February 1996..
 FL1748
 FL1748.The orthometric height was scaled from a topographic map.
 FL1748
 FL1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1748
 FL1748.The geoid height was determined by GEOID03.
 FL1748
 FL1748;                    North         East     Units Scale Factor Converg.
 FL1748;SPC TX N     - 1,164,626.885   210,472.105   MT  0.99991154   +0 04 00.8
 FL1748;SPC TX N     - 3,820,946.71    690,523.90   sFT  0.99991154   +0 04 00.8
 FL1748;UTM  14      - 3,929,323.672   283,670.367   MT  1.00017675   -1 23 05.0
 FL1748
 FL1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1748!SPC TX N     -   0.99984308  x   0.99991154  =   0.99975463
 FL1748!UTM  14      -   0.99984308  x   1.00017675  =   1.00001980
 FL1748
 FL1748:                Primary Azimuth Mark                     Grid Az
 FL1748:SPC TX N     -  FOURSIX AZ MK                            184 59 32.6
 FL1748:UTM  14      -  FOURSIX AZ MK                            186 26 38.4
 FL1748
 FL1748|---------------------------------------------------------------------|
 FL1748| PID    Reference Object                     Distance      Geod. Az  |
 FL1748|                                                           dddmmss.s |
 FL1748| CJ6410 FOURSIX AZ MK                                      1850333.4 |
 FL1748| CJ6412 FOURSIX RM 2                         32.322 METERS 27215     |
 FL1748| CJ6411 FOURSIX RM 1                         19.999 METERS 35526     |
 FL1748| FL1661 BORGER MUNICIPAL TANK               APPROX.20.8 KM 3590348.2 |
 FL1748|---------------------------------------------------------------------|
 FL1748
 FL1748                          SUPERSEDED SURVEY CONTROL
 FL1748
 FL1748  NAD 83(1993)-  35 29 02.10055(N)    101 23 04.52647(W) AD(       ) 2
 FL1748  NAD 83(1986)-  35 29 02.10449(N)    101 23 04.51943(W) AD(       ) 2
 FL1748  NAD 27      -  35 29 01.93900(N)    101 23 02.92100(W) AD(       ) 2
 FL1748
 FL1748.Superseded values are not recommended for survey control.
 FL1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1748.See file dsdata.txt to determine how the superseded data were derived.
 FL1748
 FL1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8367029324(NAD 83)
 FL1748_MARKER: DS = TRIANGULATION STATION DISK
 FL1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1748
 FL1748  HISTORY     - Date     Condition        Report By
 FL1748  HISTORY     - 1951     MONUMENTED       CGS
 FL1748  HISTORY     - 1956     GOOD             CGS
 FL1748
 FL1748                          STATION DESCRIPTION
 FL1748
 FL1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1748'THE STATION IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 117,
 FL1748'ON THE SUMMIT OF A RIDGE, ABOUT 10 MILES AIRLINE NORTH OF
 FL1748'PANHANDLE AND ABOUT 12 MILES AIRLINE SOUTH OF BORGER.
 FL1748'
 FL1748'TO REACH THE STATION FROM THE POST OFFICE IN PANHANDLE, GO
 FL1748'NORTH ON MAIN STREET FOR 0.2 MILE TO A FORK.  TURN RIGHT AND GO
 FL1748'0.1 MILE TO A STOP SIGN.  KEEP STRAIGHT AHEAD, ONTO STATE
 FL1748'HIGHWAY 117, AND GO 9.0 MILES TO THE SUMMIT OF A RIDGE, A WHITE
 FL1748'WITNESS POST, AND THE STATION ON THE RIGHT.
 FL1748'
 FL1748'THE STATION MARK IS A STANDARD DISK STAMPED FOURSIX 1951 SET IN
 FL1748'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT
 FL1748'2 INCHES ABOVE THE GROUND.  IT IS ABOUT 5 FEET SOUTH OF A WHITE
 FL1748'WITNESS POST, ABOUT 4 FEET EAST OF A FENCE LINE, AND ABOUT 55
 FL1748'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 FL1748'
 FL1748'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED FOURSIX NO
 FL1748'1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1748'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST
 FL1748'OF A FENCE LINE, ABOUT 53 FEET EAST OF THE CENTERLINE OF
 FL1748'THE HIGHWAY, AND ABOUT 18 INCHES LOWER THAN THE STATION.
 FL1748'
 FL1748'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED FOURSIX NO
 FL1748'2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1748'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS SET IN A FENCE
 FL1748'LINE, ABOUT 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 FL1748'ABOUT 2 FEET LOWER THAN THE STATION.
 FL1748'
 FL1748'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY
 FL1748'117, AND IS A STANDARD BENCH-MARK DISK STAMPED Q229 1934 SET IN
 FL1748'THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT
 FL1748'10 INCHES ABOVE THE GROUND.  IT IS ABOUT 5 FEET EAST OF A
 FL1748'FENCE LINE AND ABOUT 44 FEET WEST OF THE CENTERLINE OF THE
 FL1748'HIGHWAY.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH
 FL1748'ON STATE HIGHWAY 117 FOR 0.4 MILE TO THE TOP OF A SLIGHT RISE
 FL1748'AND THE AZIMUTH MARK ON THE RIGHT.
 FL1748
 FL1748                          STATION RECOVERY (1956)
 FL1748
 FL1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1748'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1748'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL1748'FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT S.H. 117
 FL1748'IS NOW S.H. 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0694 ***********************************************************************
 BN0694  DESIGNATION -  FOWLER
 BN0694  PID         -  BN0694
 BN0694  STATE/COUNTY-  TX/LLANO
 BN0694  USGS QUAD   -  OXFORD (1979)
 BN0694
 BN0694                         *CURRENT SURVEY CONTROL
 BN0694  ___________________________________________________________________
 BN0694* NAD 83(1993)-  30 36 33.21141(N)    098 38 54.37498(W)     ADJUSTED  
 BN0694* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 BN0694  ___________________________________________________________________
 BN0694  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 BN0694  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 BN0694
 BN0694  HORZ ORDER  -  SECOND
 BN0694
 BN0694.The horizontal coordinates were established by classical geodetic methods
 BN0694.and adjusted by the National Geodetic Survey in February 1996..
 BN0694
 BN0694.The orthometric height was scaled from a topographic map.
 BN0694
 BN0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0694
 BN0694.The geoid height was determined by GEOID03.
 BN0694
 BN0694;                    North         East     Units Scale Factor Converg.
 BN0694;SPC TX C     - 3,105,711.154   861,545.650   MT  0.99990502   +0 52 04.2
 BN0694;SPC TX C     -10,189,320.68  2,826,587.69   sFT  0.99990502   +0 52 04.2
 BN0694;UTM  14      - 3,386,348.243   533,698.470   MT  0.99961401   +0 10 44.4
 BN0694
 BN0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0694!SPC TX C     -   0.99991692  x   0.99990502  =   0.99982195
 BN0694!UTM  14      -   0.99991692  x   0.99961401  =   0.99953096
 BN0694
 BN0694|---------------------------------------------------------------------|
 BN0694| PID    Reference Object                     Distance      Geod. Az  |
 BN0694|                                                           dddmmss.s |
 BN0694| CV3999 FOWLER RM 2                          24.460 METERS 02803     |
 BN0694| CV3997 FOWLER AZ MK                                       0451008.9 |
 BN0694| CV3998 FOWLER RM 1                          21.050 METERS 15108     |
 BN0694|---------------------------------------------------------------------|
 BN0694
 BN0694                          SUPERSEDED SURVEY CONTROL
 BN0694
 BN0694  NAD 83(1986)-  30 36 33.22231(N)    098 38 54.36129(W) AD(       ) 2
 BN0694  NAD 27      -  30 36 32.55930(N)    098 38 53.22780(W) AD(       ) 2
 BN0694
 BN0694.Superseded values are not recommended for survey control.
 BN0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0694.See file dsdata.txt to determine how the superseded data were derived.
 BN0694
 BN0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU3369886348(NAD 83)
 BN0694_MARKER: DS = TRIANGULATION STATION DISK
 BN0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0694_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0694
 BN0694  HISTORY     - Date     Condition        Report By
 BN0694  HISTORY     - 1956     MONUMENTED       CGS
 BN0694
 BN0694                          STATION DESCRIPTION
 BN0694
 BN0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0694'THE STATION IS ABOUT 9-3/4 MILES SOUTH OF LLANO, 1/2 MILE
 BN0694'WEST OF THE HUDSON FOWLER RANCH HOUSE AND ON THE SUMMIT OF A
 BN0694'RANGE OF MOUNTAINS KNOWN AS RILEY MOUNTAINS.  IT IS 60 FEET
 BN0694'NORTHWEST OF THE CENTER OF A TRACK ROAD AND 6 FEET NORTHEAST
 BN0694'OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0694'
 BN0694'TO REACH THE STATION FROM THE COURTHOUSE IN LLANO, GO SOUTH
 BN0694'ON STATE HIGHWAY 16 FOR 0.75 MILE TO STATE HIGHWAY NO. 71,
 BN0694'CONTINUE SOUTH ON HIGHWAY 16 FOR 1.1 MILE TO A SIDE ROAD
 BN0694'ON THE LEFT AND A CATTLE GUARD, TURN LEFT, CROSS THE CATTLE
 BN0694'GUARD AND GO EASTERLY ON A GRADED ROAD FOR 5.75 MILES TO A
 BN0694'Y-JUNCTION AT THE TOP OF A GRADE, BEAR RIGHT AND GO EAST
 BN0694'AND SOUTH FOR 3.55 MILES TO THE AZIMUTH MARK ON THE LEFT,
 BN0694'CONTINUE SOUTHERLY FOR 0.25 MILE TO THE FOWLER RANCH HOUSE
 BN0694'ON THE RIGHT, BEAR RIGHT AND GO SOUTHERLY TO A GATE ABOUT
 BN0694'100 YARDS SOUTH OF THE HOUSE, PASS THROUGH THE GATE AND GO
 BN0694'SOUTHWESTERLY ON A TRACK ROAD FOR 0.2 MILE TO A Y-JUNCTION,
 BN0694'BEAR RIGHT AND GO ABOUT 150 FEET TO A DIM TRACK ROAD ON
 BN0694'THE RIGHT, BEAR RIGHT AND GO NORTHWESTERLY ON THE DIM
 BN0694'TRACK ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 BN0694'
 BN0694'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0694'FOWLER 1956.
 BN0694'
 BN0694'REFERENCE MARK 1 IS 10 FEET SOUTHEAST OF THE CENTER OF THE
 BN0694'TRACK ROAD.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0694'FOWLER NO 1 1956.
 BN0694'
 BN0694'REFERENCE MARK 2 IS 111 FEET NORTHWEST OF THE CENTER OF THE TRACK
 BN0694'ROAD.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0694'FOWLER NO 2 1956.
 BN0694'
 BN0694'THE AZIMUTH MARK IS 93 FEET EAST OF THE CENTER OF THE ROAD
 BN0694'AND A CATTLE GUARD, 3 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE
 BN0694'WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS
 BN0694'6 INCHES, AND THE DISK IS STAMPED FOWLER 1956.
 BN0694'
 BN0694'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1323 ***********************************************************************
 CR1323  DESIGNATION -  FOWLER
 CR1323  PID         -  CR1323
 CR1323  STATE/COUNTY-  TX/RAINS
 CR1323  USGS QUAD   -  ARBALA (1981)
 CR1323
 CR1323                         *CURRENT SURVEY CONTROL
 CR1323  ___________________________________________________________________
 CR1323* NAD 83(1993)-  32 52 39.67244(N)    095 44 50.58051(W)     ADJUSTED  
 CR1323* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 CR1323  ___________________________________________________________________
 CR1323  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 CR1323  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CR1323
 CR1323  HORZ ORDER  -  FIRST
 CR1323
 CR1323.The horizontal coordinates were established by classical geodetic methods
 CR1323.and adjusted by the National Geodetic Survey in February 1996..
 CR1323
 CR1323.The orthometric height was scaled from a topographic map.
 CR1323
 CR1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1323
 CR1323.The geoid height was determined by GEOID03.
 CR1323
 CR1323;                    North         East     Units Scale Factor Converg.
 CR1323;SPC TXNC     - 2,137,663.794   857,534.114   MT  0.99987721   +1 30 04.5
 CR1323;SPC TXNC     - 7,013,318.63  2,813,426.51   sFT  0.99987721   +1 30 04.5
 CR1323;UTM  15      - 3,641,074.406   242,956.587   MT  1.00041476   -1 29 32.0
 CR1323
 CR1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1323!SPC TXNC     -   0.99997864  x   0.99987721  =   0.99985585
 CR1323!UTM  15      -   0.99997864  x   1.00041476  =   1.00039339
 CR1323
 CR1323|---------------------------------------------------------------------|
 CR1323| PID    Reference Object                     Distance      Geod. Az  |
 CR1323|                                                           dddmmss.s |
 CR1323| CY1892 FOWLER RM 1                          49.481 METERS 01908     |
 CR1323| CY1891 FOWLER AZ MK 2                                     0853839.5 |
 CR1323| CY1890 FOWLER AZ MK                                       0984412.5 |
 CR1323| CR1320 ALBA MUNICIPAL TANK                 APPROX.14.1 KM 1324051.5 |
 CR1323| CR1328 GRAND SALINE MUNICIPAL TANK         APPROX.22.4 KM 1745753.6 |
 CR1323| CR1341 EMORY MUNICIPAL TANK                APPROX. 1.8 KM 2582612.0 |
 CR1323| CR1344 LONE OAK MUNICIPAL TANK             APPROX.22.4 KM 3055430.5 |
 CR1323| CY1893 FOWLER RM 2                          52.776 METERS 31243     |
 CR1323|---------------------------------------------------------------------|
 CR1323
 CR1323                          SUPERSEDED SURVEY CONTROL
 CR1323
 CR1323  NAD 83(1993)-  32 52 39.67598(N)    095 44 50.57403(W) AD(       ) 1
 CR1323  NAD 83(1986)-  32 52 39.67919(N)    095 44 50.56785(W) AD(       ) 1
 CR1323  NAD 27      -  32 52 39.24600(N)    095 44 49.70400(W) AD(       ) 1
 CR1323
 CR1323.Superseded values are not recommended for survey control.
 CR1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1323.See file dsdata.txt to determine how the superseded data were derived.
 CR1323
 CR1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4295741074(NAD 83)
 CR1323_MARKER: DS = TRIANGULATION STATION DISK
 CR1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1323
 CR1323  HISTORY     - Date     Condition        Report By
 CR1323  HISTORY     - 1935     MONUMENTED       CGS
 CR1323  HISTORY     - 1935     GOOD             TXGS
 CR1323  HISTORY     - 1957     GOOD             CGS
 CR1323  HISTORY     - 1957     GOOD             CGS
 CR1323  HISTORY     - 1963     GOOD             LOCSUR
 CR1323  HISTORY     - 1966     GOOD             CGS
 CR1323  HISTORY     - 19950826 GOOD             USPSQD
 CR1323
 CR1323                          STATION DESCRIPTION
 CR1323
 CR1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1323'STATION IS ABOUT 1 MILE NE OF EMORY, ON LAND OWNED BY J.A.
 CR1323'FOWLER.  IT IS IN THE S FENCE OF A GARDEN LOT, 73 FEET SW
 CR1323'OF THE SW CORNER OF MR. FOWLERS HOUSE.  IT IS 64 FEET SW OF
 CR1323'AN OPEN WELL, 12 FEET W OF THE SW CORNER OF THE HOUSEYARD.  AND
 CR1323'PROJECTS 2 INCHES.
 CR1323'
 CR1323'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CR1323'BRONZE DISKS SET IN CONCRETE.
 CR1323'
 CR1323'REFERENCE MARK NO. 1 IS NNE OF THE STATION, IN THE N RIGHT-OF-WAY
 CR1323'FENCE OF AN E-W ROAD, OPPOSITE THE CENTER OF MR. FOWLERS
 CR1323'HOUSE, 183.90 FEET ENE OF REFERENCE MARK NO. 2, AND PROJECTS
 CR1323'3 INCHES.
 CR1323'
 CR1323'REFERENCE MARK NO. 2 IS NW OF THE STATION, IN THE S RIGHT-OF-WAY
 CR1323'FENCE OF THE ROAD, AND PROJECTS 2 INCHES.
 CR1323'
 CR1323'AZIMUTH MARK IS E OF THE STATION, 1 FOOT W OF THE W RIGHT-OF-WAY
 CR1323'FENCE OF A N-S ROAD, 150 YARDS N OF A FARMHOUSE ON THE E
 CR1323'SIDE OF THE ROAD, 0.25 MILE S OF A T-INTERSECTION, AND PROJECTS
 CR1323'3 INCHES.
 CR1323'
 CR1323'TO REACH FROM THE SE CORNER OF THE SQUARE IN EMORY--GO E 1 BLOCK,
 CR1323'TURN N, GO 0.35 MILE, TURN E, AND GO 0.75 MILE TO MR. FOWLERS
 CR1323'HOUSE AND THE STATION.
 CR1323'
 CR1323'ALL LIGHTS COME INTO VIEW AT 37 FEET.
 CR1323
 CR1323                          STATION RECOVERY (1935)
 CR1323
 CR1323'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 CR1323'STATION RECOVERED.  ORIGINAL DESCRIPTION GOOD.
 CR1323
 CR1323                          STATION RECOVERY (1957)
 CR1323
 CR1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 CR1323'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CR1323'IN GOOD CONDITION AS DESCRIBED.  UNABLE TO LOCATE AZIMUTH MARK.
 CR1323'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1323
 CR1323                          STATION RECOVERY (1957)
 CR1323
 CR1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1323'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CR1323'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A SEARCH
 CR1323'WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT FOUND.  A NEW
 CR1323'AZIMUTH MARK WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 CR1323'
 CR1323'THE STATION IS LOCATED ABOUT 1 MILE EAST-NORTHEAST OF EMORY
 CR1323'IN A PASTURE ON A LOW RIDGE RUNNING NORTH AND SOUTH.  IT IS 118
 CR1323'FEET SOUTH OF AN EAST-WEST FENCE LINE, 62 FEET SOUTHWEST OF AN
 CR1323'OLD WELL AND 45 FEET WEST OF AN 8-INCH TREE WITH A TRIANGULAR
 CR1323'BLAZE.  IT PROJECTS ABOUT 1 INCH AND IS STAMPED FOWLER 1935.
 CR1323'
 CR1323'REFERENCE MARK NO. 1 IS 15 FEET NORTH OF THE CENTER OF A GRADED
 CR1323'ROAD IN AN EAST-WEST FENCE LINE.  IT PROJECTS ABOUT 2 INCHES
 CR1323'AND IS STAMPED FOWLER NO 1 1935.
 CR1323'
 CR1323'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF THE CENTER OF A GRADED
 CR1323'ROAD, 3 FEET WEST OF A TWIN LOCUST TREE AND 1 FOOT NORTH OF
 CR1323'A EAST-WEST FENCE LINE.  IT PROJECTS ABOUT 2 INCHES AND IS
 CR1323'STAMPED FOWLER NO 2 1935.
 CR1323'
 CR1323'THE AZIMUTH MARK IS 57 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 CR1323'A CURVE IN A GRADED ROAD, 7 FEET SOUTH OF A FENCE CORNER, 2
 CR1323'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 CR1323'NORTH-SOUTH FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED
 CR1323'FOWLER 1935 RESET 1957.
 CR1323'
 CR1323'TO REACH THE STATION FROM THE POST OFFICE IN EMORY GO SOUTHEAST
 CR1323'ON U.S. HIGHWAY 69 FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 CR1323'AND GO 0.3 MILE TO A FORK IN THE ROAD.  TAKE THE RIGHT FORK
 CR1323'AND GO 0.85 MILE TO A WIRE GATE ON THE RIGHT.  (TO REACH THE
 CR1323'AZIMUTH MARK CONTINUE STRAIGHT AHEAD AND GO 0.25 MILE TO THE
 CR1323'AZIMUTH MARK ON THE RIGHT AS DESCRIBED).  TURN RIGHT THROUGH
 CR1323'THE WIRE GATE AND GO SOUTH FOR 40 YARDS AND THE STATION AS
 CR1323'DESCRIBED.
 CR1323
 CR1323                          STATION RECOVERY (1963)
 CR1323
 CR1323'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963 (EFS)
 CR1323'RECOVERED BY LONE STAR GAS
 CR1323'
 CR1323'STATION FOUND IN GOOD CONDITION.  R.M. 1 AND R.M. 2 ARE IN
 CR1323'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR, BUT NOT
 CR1323'RECOVERED, A PRODING BAR WAS USED.
 CR1323'
 CR1323'MR. FOWLERS HOUSE HAS BEEN REMOVED.  THE WELL IS STILL VISIBLE.
 CR1323'THE ROAD IS NOW 30 FEET WIDE AND IT WOULD APPEAR THE AZIMUTH
 CR1323'MARK WAS DESTROYED IN CHANGE IN WIDTH OF ROAD.  THE HOUSE USED
 CR1323'IN REFERENCE FOR AZIMUTH MARK HAS BEEN REMOVED.
 CR1323
 CR1323                          STATION RECOVERY (1966)
 CR1323
 CR1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CR1323'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CR1323'MARK 1957 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CR1323'THE ORIGINAL AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 CR1323'
 CR1323'THE 1957 RECOVERY NOTE DESCRIPTION IS ADEQUATE FOR RECOVERY OF
 CR1323'THE STATION.
 CR1323
 CR1323                          STATION RECOVERY (1995)
 CR1323
 CR1323'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1408 ***********************************************************************
 DN1408  DESIGNATION -  FOWLER
 DN1408  PID         -  DN1408
 DN1408  STATE/COUNTY-  TX/MONTAGUE
 DN1408  USGS QUAD   -  STONEBURG (1976)
 DN1408
 DN1408                         *CURRENT SURVEY CONTROL
 DN1408  ___________________________________________________________________
 DN1408* NAD 83(1993)-  33 43 50.89611(N)    097 54 20.85419(W)     ADJUSTED  
 DN1408* NAVD 88     -       273.7    (meters)     898.     (feet)  VERTCON   
 DN1408  ___________________________________________________________________
 DN1408  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 DN1408  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DN1408
 DN1408  HORZ ORDER  -  FIRST
 DN1408
 DN1408.The horizontal coordinates were established by classical geodetic methods
 DN1408.and adjusted by the National Geodetic Survey in February 1996..
 DN1408
 DN1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1408
 DN1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1408
 DN1408.The geoid height was determined by GEOID03.
 DN1408
 DN1408;                    North         East     Units Scale Factor Converg.
 DN1408;SPC TXNC     - 2,229,054.308   655,064.814   MT  0.99994273   +0 19 26.7
 DN1408;SPC TXNC     - 7,313,155.68  2,149,158.48   sFT  0.99994273   +0 19 26.7
 DN1408;UTM  14      - 3,732,846.291   601,367.674   MT  0.99972667   +0 36 27.6
 DN1408
 DN1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1408!SPC TXNC     -   0.99996124  x   0.99994273  =   0.99990397
 DN1408!UTM  14      -   0.99996124  x   0.99972667  =   0.99968792
 DN1408
 DN1408|---------------------------------------------------------------------|
 DN1408| PID    Reference Object                     Distance      Geod. Az  |
 DN1408|                                                           dddmmss.s |
 DN1408| CY1894 FOWLER RM 1                          15.445 METERS 01109     |
 DN1408| CY1896 FOWLER ET                                          0443621.6 |
 DN1408| CY1895 FOWLER RM 2                          17.892 METERS 24615     |
 DN1408| DO0664 ATT CO RELAY TOWER KKO 30           APPROX.11.5 KM 2462754.7 |
 DN1408|---------------------------------------------------------------------|
 DN1408
 DN1408                          SUPERSEDED SURVEY CONTROL
 DN1408
 DN1408  NAD 83(1993)-  33 43 50.89699(N)    097 54 20.85280(W) AD(       ) 1
 DN1408  NAD 83(1986)-  33 43 50.89952(N)    097 54 20.84160(W) AD(       ) 1
 DN1408  NAD 27      -  33 43 50.53286(N)    097 54 19.71203(W) AD(       ) 1
 DN1408  NGVD 29 (07/19/86)  273.6    (m)          898.     (f) VERT ANG       
 DN1408
 DN1408.Superseded values are not recommended for survey control.
 DN1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1408.See file dsdata.txt to determine how the superseded data were derived.
 DN1408
 DN1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0136832846(NAD 83)
 DN1408_MARKER: DS = TRIANGULATION STATION DISK
 DN1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1408_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1408
 DN1408  HISTORY     - Date     Condition        Report By
 DN1408  HISTORY     - 1968     MONUMENTED       CGS
 DN1408
 DN1408                          STATION DESCRIPTION
 DN1408
 DN1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 DN1408'THE STATION IS LOCATED IN PASTURE LAND AND ON A RIDGE ABOUT 4
 DN1408'MILES NORTH OF STONEBURG, 6.5 MILES SOUTH-SOUTHEAST OF RINGGOLD,
 DN1408'11 MILES SOUTHWEST OF NOCONA AND ON THE PROPERTY OF MR. N. FOWLER.
 DN1408'
 DN1408'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND U.S. HIGHWAY 82
 DN1408'IN THE EAST EDGE OF RINGGOLD, GO SOUTH ON U.S. HIGHWAY 81 FOR
 DN1408'5 MILES TO A BRIDGE OVER BELKNAP CREEK.  CONTINUE SOUTH ON
 DN1408'U.S. HIGHWAY 81 FOR 0.65 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 DN1408'CROSS CATTLE GUARD GO EAST ON A GRADED ROAD FOR 0.9 MILE TO A
 DN1408'GATE AND CATTLE GUARD.  CONTINUE EAST ON GRADED ROAD FOR 0.1 MILE
 DN1408'TO STATION ON THE LEFT.
 DN1408'
 DN1408'THE STATION MARK IS A STANDARD DISK, STAMPED FOWLER 1967, SET IN
 DN1408'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 1
 DN1408'INCH.  IT IS 82 FEET NORTH OF A GRADED ROAD AND 186 FEET SOUTH
 DN1408'OF AN EAST-WEST FENCELINE.
 DN1408'
 DN1408'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOWLER NO 1 1967,
 DN1408'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 DN1408'2 INCHES.  IT IS 136 FEET SOUTH OF AN EAST-WEST FENCELINE AND
 DN1408'132 FEET NORTH OF A GRADED ROAD.
 DN1408'
 DN1408'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOWLER NO 2 1967,
 DN1408'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 DN1408'2 INCHES.  IT IS 46 FEET NORTH OF A GRADED ROAD.
 DN1408'
 DN1408'AZIMUTH MARK IS A USGS BENCH MARK DISK, STAMPED, FOWLER ET VA
 DN1408'1958, SET IN THE TOP OF AN 8X8 INCH CONCRETE POST THAT PROJECTS
 DN1408'2 INCHES.  IT IS 17.6 FEET WEST OF THE CENTERLINE OF A TRACK ROAD
 DN1408'AND 2.6 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DN1408'
 DN1408'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST ON TRACK ROAD
 DN1408'FOR 1.0 MILE TO WHERE ROAD TURNS NORTH.  TURN LEFT GO NORTH
 DN1408'BETWEEN BUILDINGS FOR 0.4 MILE TO A GATE.  PASS THROUGH GATE
 DN1408'CONTINUE NORTH ON TRACK ROAD FOR 0.2 MILE TO WHERE ROAD TURNS
 DN1408'LEFT.  TURN LEFT AND GO WEST FOR 0.4 MILE TO A REVERSE Y
 DN1408'FORK.  TURN LEFT AND GO SOUTHEAST ON DIM ROAD FOR 0.05 MILE
 DN1408'TO MARK ON THE RIGHT.
 DN1408'
 DN1408'HEIGHT OF LIGHT ABOVE STATION MARK 14.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1482 ***********************************************************************
 DN1482  DESIGNATION -  FOWLER
 DN1482  PID         -  DN1482
 DN1482  STATE/COUNTY-  TX/MONTAGUE
 DN1482  USGS QUAD   -  STONEBURG (1976)
 DN1482
 DN1482                         *CURRENT SURVEY CONTROL
 DN1482  ___________________________________________________________________
 DN1482* NAD 83(1993)-  33 44 30.23785(N)    097 53 34.39471(W)     ADJUSTED  
 DN1482* NAVD 88     -       282.1    (meters)     926.     (feet)  VERTCON   
 DN1482  ___________________________________________________________________
 DN1482  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 DN1482  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DN1482
 DN1482  HORZ ORDER  -  THIRD
 DN1482
 DN1482.The horizontal coordinates were established by classical geodetic methods
 DN1482.and adjusted by the National Geodetic Survey in February 1996..
 DN1482
 DN1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1482
 DN1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1482
 DN1482.The geoid height was determined by GEOID03.
 DN1482
 DN1482;                    North         East     Units Scale Factor Converg.
 DN1482;SPC TXNC     - 2,230,273.194   656,253.733   MT  0.99994501   +0 19 52.0
 DN1482;SPC TXNC     - 7,317,154.64  2,153,059.12   sFT  0.99994501   +0 19 52.0
 DN1482;UTM  14      - 3,734,070.786   602,550.288   MT  0.99972965   +0 36 54.0
 DN1482
 DN1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1482!SPC TXNC     -   0.99995992  x   0.99994501  =   0.99990493
 DN1482!UTM  14      -   0.99995992  x   0.99972965  =   0.99968958
 DN1482
 DN1482                          SUPERSEDED SURVEY CONTROL
 DN1482
 DN1482  NAD 83(1993)-  33 44 30.24031(N)    097 53 34.39383(W) AD(       ) 3
 DN1482  NAD 83(1986)-  33 44 30.24265(N)    097 53 34.38306(W) AD(       ) 3
 DN1482  NGVD 29 (07/26/91)  282.0    (m)          925.     (f) VERT ANG       
 DN1482
 DN1482.Superseded values are not recommended for survey control.
 DN1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1482.See file dsdata.txt to determine how the superseded data were derived.
 DN1482
 DN1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0255034071(NAD 83)
 DN1482_MARKER: DS = TRIANGULATION STATION DISK
 DN1482_SETTING: 0 = UNSPECIFIED SETTING
 DN1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1482
 DN1482  HISTORY     - Date     Condition        Report By
 DN1482  HISTORY     - 1958     MONUMENTED       USGS
 DN1482
 DN1482                          STATION DESCRIPTION
 DN1482
 DN1482'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1482'STATION IS LOCATED IN MONTAGUE COUNTY, TEXAS, ABOUT 12 MI. N.
 DN1482'(AIRLINE) AND 3 MI. W. OF BOWIE, ABOUT 6 MI. S. AND 3 MI. E. OF
 DN1482'RINGGOLD, ABOUT 4.5 MI. N. AND 1 MI. E. OF STONEBURG ON THE HIGHEST
 DN1482'PART OF A N-S. RIDGE ABOUT 3/4 MI. N. OF THE --BAR - F-- RANCH
 DN1482'BUILDINGS.
 DN1482'
 DN1482'STATION MARK--A STANDARD USGS TABLET IN CONCRETE POST PROJECTING
 DN1482'ABOUT 0.3 FT., STAMPED---FOWLER ET, 1958---.
 DN1482'
 DN1482'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0617 ***********************************************************************
 AO0617  DESIGNATION -  FOWLERTON
 AO0617  PID         -  AO0617
 AO0617  STATE/COUNTY-  TX/LA SALLE
 AO0617  USGS QUAD   -  FOWLERTON (1969)
 AO0617
 AO0617                         *CURRENT SURVEY CONTROL
 AO0617  ___________________________________________________________________
 AO0617* NAD 83(1993)-  28 26 38.95319(N)    098 48 17.26981(W)     ADJUSTED  
 AO0617* NAVD 88     -       116.     (meters)     381.     (feet)  SCALED    
 AO0617  ___________________________________________________________________
 AO0617  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AO0617  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AO0617
 AO0617  HORZ ORDER  -  SECOND
 AO0617
 AO0617.The horizontal coordinates were established by classical geodetic methods
 AO0617.and adjusted by the National Geodetic Survey in February 1996..
 AO0617
 AO0617.The orthometric height was scaled from a topographic map.
 AO0617
 AO0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0617
 AO0617.The geoid height was determined by GEOID03.
 AO0617
 AO0617;                    North         East     Units Scale Factor Converg.
 AO0617;SPC TXSC     - 4,067,713.779   619,120.881   MT  0.99998310   +0 05 44.3
 AO0617;SPC TXSC     -13,345,490.96  2,031,232.42   sFT  0.99998310   +0 05 44.3
 AO0617;UTM  14      - 3,146,420.651   519,113.585   MT  0.99960451   +0 05 34.7
 AO0617
 AO0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0617!SPC TXSC     -   0.99998576  x   0.99998310  =   0.99996886
 AO0617!UTM  14      -   0.99998576  x   0.99960451  =   0.99959028
 AO0617
 AO0617|---------------------------------------------------------------------|
 AO0617| PID    Reference Object                     Distance      Geod. Az  |
 AO0617|                                                           dddmmss.s |
 AO0617| CV4001 FOWLERTON RM 1                       38.505 METERS 03639     |
 AO0617| AO0117 P 127                                25.378 METERS 28227     |
 AO0617| CV4000 FOWLERTON AZ MK                                    3551830.2 |
 AO0617|---------------------------------------------------------------------|
 AO0617
 AO0617                          SUPERSEDED SURVEY CONTROL
 AO0617
 AO0617  NAD 83(1986)-  28 26 38.95536(N)    098 48 17.24632(W) AD(       ) 2
 AO0617  NAD 27      -  28 26 37.98100(N)    098 48 16.16100(W) AD(       ) 2
 AO0617
 AO0617.Superseded values are not recommended for survey control.
 AO0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0617.See file dsdata.txt to determine how the superseded data were derived.
 AO0617
 AO0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS1911446421(NAD 83)
 AO0617_MARKER: DS = TRIANGULATION STATION DISK
 AO0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0617
 AO0617  HISTORY     - Date     Condition        Report By
 AO0617  HISTORY     - 1953     MONUMENTED       CGS
 AO0617  HISTORY     - 1959     GOOD             CGS
 AO0617
 AO0617                          STATION DESCRIPTION
 AO0617
 AO0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0617'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH-SOUTHEAST OF THE
 AO0617'VILLAGE OF FOWLERTON, 0.25 MILES WEST OF THE LA SALLE-MC MULLEN
 AO0617'COUNTY LINE, 106 FEET SOUTHEAST OF A CROSSROAD, 49 FEET EAST
 AO0617'OF A FENCE CORNER, 2 FEET WEST OF A WITNESS POST, 1 FOOT NORTH
 AO0617'OF A FENCE LINE, AND ON THE ROAD RIGHT-OF-WAY.
 AO0617'
 AO0617'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FOWLERTON
 AO0617'BY GOING EAST ALONG SOUTH SIDE OF THE RAILROAD TRACKS FOR 0.2
 AO0617'MILE TO A T-ROAD, TURN RIGHT AND GO SOUTH AND EAST ON GRAVEL
 AO0617'ROAD FOR 0.7 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON
 AO0617'A GRAVEL ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AO0617'CONTINUE SOUTH FOR 0.4 MILE TO THE STATION AS DESCRIBED.
 AO0617'
 AO0617'THE STATION MARK, STAMPED FOWLERTON 1953, IS A STANDARD DISK
 AO0617'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AO0617'
 AO0617'REFERENCE MARK NO. 1, STAMPED FOWLERTON NO 1 1953, IS A STANDARD
 AO0617'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES.
 AO0617'IT IS 60 FEET NORTH OF THE APPROXIMATE CENTER OF A DIRT
 AO0617'ROAD.
 AO0617'
 AO0617'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS BENCH MARK SET IN
 AO0617'THE TOP OF A CONCRETE POST THAT PROJECTS 14 INCHES.  IT IS 33
 AO0617'FEET NORTHEAST OF A FENCE CORNER, 24 FEET WEST OF A TELEPHONE
 AO0617'POLE, AND 19 FEET EAST OF THE APPROXIMATE CENTER OF A DIRT
 AO0617'ROAD.  THE MARK IS STAMPED P127 1933 379898.
 AO0617'
 AO0617'THE AZIMUTH MARK, STAMPED FOWLERTON 1953, IS A STANDARD DISK
 AO0617'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 AO0617'IS 38 FEET WEST OF THE APPROXIMATE CENTER OF A DIRT ROAD, 2
 AO0617'FEET SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE LINE.
 AO0617
 AO0617                          STATION RECOVERY (1959)
 AO0617
 AO0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JRN)
 AO0617'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AO0617'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 AO0617'STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0818 ***********************************************************************
 DO0818  DESIGNATION -  FOWLKES
 DO0818  PID         -  DO0818
 DO0818  STATE/COUNTY-  TX/WICHITA
 DO0818  USGS QUAD   -  FOWLKES (1968)
 DO0818
 DO0818                         *CURRENT SURVEY CONTROL
 DO0818  ___________________________________________________________________
 DO0818* NAD 83(1993)-  33 57 57.54737(N)    098 50 41.11401(W)     ADJUSTED  
 DO0818* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 DO0818  ___________________________________________________________________
 DO0818  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 DO0818  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DO0818
 DO0818  HORZ ORDER  -  SECOND
 DO0818
 DO0818.The horizontal coordinates were established by classical geodetic methods
 DO0818.and adjusted by the National Geodetic Survey in February 1996..
 DO0818
 DO0818.The orthometric height was scaled from a topographic map.
 DO0818
 DO0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0818
 DO0818.The geoid height was determined by GEOID03.
 DO0818
 DO0818;                    North         East     Units Scale Factor Converg.
 DO0818;SPC TXNC     - 2,255,036.257   568,137.359   MT  0.99999981   -0 11 16.9
 DO0818;SPC TXNC     - 7,398,398.12  1,863,963.99   sFT  0.99999981   -0 11 16.9
 DO0818;UTM  14      - 3,758,395.370   514,342.360   MT  0.99960254   +0 05 12.3
 DO0818
 DO0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0818!SPC TXNC     -   0.99994912  x   0.99999981  =   0.99994893
 DO0818!UTM  14      -   0.99994912  x   0.99960254  =   0.99955168
 DO0818
 DO0818|---------------------------------------------------------------------|
 DO0818| PID    Reference Object                     Distance      Geod. Az  |
 DO0818|                                                           dddmmss.s |
 DO0818| DO0817 FOWLKES USGS 1965                     8.938 METERS 01805     |
 DO0818| DO0804 IOWA PARK N MUNICIPAL TANK          APPROX.16.2 KM 0914829.7 |
 DO0818| CX7223 FOWLKES RM 1                          7.965 METERS 09527     |
 DO0818| CX7222 FOWLKES AZ MK                                      1034723.0 |
 DO0818| DO0819 FOWLKES 1965 ECC                      3.299 METERS 27634     |
 DO0818| EM0776 ELECTRA S MUNICIPAL TANK            APPROX. 9.7 KM 3151418.0 |
 DO0818|---------------------------------------------------------------------|
 DO0818
 DO0818                          SUPERSEDED SURVEY CONTROL
 DO0818
 DO0818  NAD 83(1993)-  33 57 57.54753(N)    098 50 41.11383(W) AD(       ) 2
 DO0818  NAD 83(1986)-  33 57 57.55240(N)    098 50 41.10209(W) AD(       ) 2
 DO0818  NAD 27      -  33 57 57.21495(N)    098 50 39.86508(W) AD(       ) 2
 DO0818
 DO0818.Superseded values are not recommended for survey control.
 DO0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0818.See file dsdata.txt to determine how the superseded data were derived.
 DO0818
 DO0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1434258395(NAD 83)
 DO0818_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0818
 DO0818  HISTORY     - Date     Condition        Report By
 DO0818  HISTORY     - 1965     MONUMENTED       CGS
 DO0818  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO0818
 DO0818                          STATION DESCRIPTION
 DO0818
 DO0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0818'THE STATION IS 10 MILES WEST OF IOWA PARK, 6 MILES SOUTHEAST OF
 DO0818'ELECTRA, 2 MILES SOUTH OF U.S. HIGHWAY 287, ON THE MOST PROMINENT,
 DO0818'BRUSHY KNOLL IN THE VICINITY, ON PROPERTY OF MR. PETE
 DO0818'KOONCE.  (RENTER)
 DO0818'
 DO0818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 DO0818'STATE HIGHWAY 25 IN ELECTRA, GO SOUTHEAST ON HIGHWAY 287 FOR 5.7
 DO0818'MILES TO THE JUNCTION OF FARM ROAD 2384.  TURN RIGHT AND GO SOUTH
 DO0818'ON HIGHWAY 2384 FOR 2.0 MILES TO A SIDE ROAD ON THE RIGHT JUST
 DO0818'AFTER CROSSING A CATTLE GUARD.  (CONTINUE SOUTH FOR 0.1 MILE TO
 DO0818'THE AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO WEST ON A
 DO0818'BLADED ROAD FOR 0.4 MILE TO THE TOP OF KNOLL AND THE STATION ON
 DO0818'THE LEFT.
 DO0818'
 DO0818'STATION MARK IS A STANDARD DISK STAMPED FOWLKES 1965, SET IN THE
 DO0818'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0818'2 INCHES ABOVE THE GROUND.  IT IS 141 FEET SOUTH-SOUTHWEST OF AN
 DO0818'OIL WELL PUMP, 97 FEET SOUTH OF THE CENTERLINE OF THE BLADED ROAD
 DO0818'AND 6.5 FEET WEST OF A METAL WITNESS POST.
 DO0818'
 DO0818'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FOWLKES NO 1 1965,
 DO0818'IS SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0818'THAT PROJECTS 7 INCHES.  IT IS 22.5 FEET EAST-SOUTHEAST OF THE
 DO0818'WITNESS POST AND ABOUT SAME ELEVATION AS THE STATION.
 DO0818'
 DO0818'FOWLKES (USGS), IS A BRONZE CAP (NO STAMPING) RIVETED TO THE
 DO0818'TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 12 INCHES ABOVE THE
 DO0818'GROUND.  IT IS 24 FEET NORTHEAST OF THE WITNESS POST AND ABOUT
 DO0818'SAME ELEVATION AS THE STATION.
 DO0818'
 DO0818'AZIMUTH MARK IS A STANDARD DISK STAMPED FOWLKES 1965, SET IN THE
 DO0818'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0818'2 INCHES ABOVE THE GROUND.  IT IS 90 FEET WEST OF THE CENTERLINE
 DO0818'OF FARM ROAD 2384, 2.5 FEET NORTH OF A POWER POLE WITH 2
 DO0818'TRANSFORMERS AND 2.5 FEET WEST OF A METAL WITNESS POST.
 DO0818'
 DO0818'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DO0818
 DO0818                          STATION RECOVERY (2001)
 DO0818
 DO0818'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0817 ***********************************************************************
 DO0817  DESIGNATION -  FOWLKES USGS 1965
 DO0817  PID         -  DO0817
 DO0817  STATE/COUNTY-  TX/WICHITA
 DO0817  USGS QUAD   -  FOWLKES (1968)
 DO0817
 DO0817                         *CURRENT SURVEY CONTROL
 DO0817  ___________________________________________________________________
 DO0817* NAD 83(1993)-  33 57 57.82312(N)    098 50 41.00590(W)     ADJUSTED  
 DO0817* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 DO0817  ___________________________________________________________________
 DO0817  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 DO0817  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DO0817
 DO0817  HORZ ORDER  -  SECOND
 DO0817
 DO0817.The horizontal coordinates were established by classical geodetic methods
 DO0817.and adjusted by the National Geodetic Survey in February 1996..
 DO0817
 DO0817.The orthometric height was scaled from a topographic map.
 DO0817
 DO0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0817
 DO0817.The geoid height was determined by GEOID03.
 DO0817
 DO0817;                    North         East     Units Scale Factor Converg.
 DO0817;SPC TXNC     - 2,255,044.745   568,140.163   MT  0.99999983   -0 11 16.8
 DO0817;SPC TXNC     - 7,398,425.97  1,863,973.18   sFT  0.99999983   -0 11 16.8
 DO0817;UTM  14      - 3,758,403.867   514,345.122   MT  0.99960254   +0 05 12.3
 DO0817
 DO0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0817!SPC TXNC     -   0.99994912  x   0.99999983  =   0.99994895
 DO0817!UTM  14      -   0.99994912  x   0.99960254  =   0.99955168
 DO0817
 DO0817                          SUPERSEDED SURVEY CONTROL
 DO0817
 DO0817  NAD 83(1993)-  33 57 57.82328(N)    098 50 41.00573(W) AD(       ) 2
 DO0817  NAD 83(1986)-  33 57 57.82815(N)    098 50 40.99398(W) AD(       ) 2
 DO0817  NAD 27      -  33 57 57.49071(N)    098 50 39.75698(W) AD(       ) 2
 DO0817
 DO0817.Superseded values are not recommended for survey control.
 DO0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0817.See file dsdata.txt to determine how the superseded data were derived.
 DO0817
 DO0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1434558404(NAD 83)
 DO0817_MARKER: Z = SEE DESCRIPTION
 DO0817_SETTING: 0 = UNSPECIFIED SETTING
 DO0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0817
 DO0817  HISTORY     - Date     Condition        Report By
 DO0817  HISTORY     - 1965     MONUMENTED       USGS
 DO0817  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO0817
 DO0817                          STATION DESCRIPTION
 DO0817
 DO0817'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (ANP)
 DO0817'LOCATED 10 MILES WEST OF IOWA PARK, 6 MILES SOUTHEAST OF ELECTRA,
 DO0817'2 MILES SOUTH OF U.S. HIGHWAY 287, 0.4 MILE WEST OF FARM ROAD 2384,
 DO0817'ON THE SUMMIT OF A PROMINENT, BRUSHY KNOLL.
 DO0817'
 DO0817'THE MARK IS U.S. GEOLOGICAL SURVEY BENCH MARK DISK, (NO STAMPING)
 DO0817'BRONZE CAP RIVETED TO THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS
 DO0817'12 INCHES ABOVE THE GROUND.  IT IS 110 FEET SOUTH-SOUTHWEST OF
 DO0817'AN OIL WELL PUMP AND 70 FEET SOUTH OF THE CENTERLINE OF A BLADED
 DO0817'ROAD.
 DO0817'
 DO0817'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FOWLKES
 DO0817'1965, THE DISTANCE BEING 8.938 METERS, 29.33 FEET NORTH-NORTHEAST
 DO0817'OF STATION FOWLKES.
 DO0817
 DO0817                          STATION RECOVERY (2001)
 DO0817
 DO0817'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1524 ***********************************************************************
 AB1524  DESIGNATION -  FOX
 AB1524  PID         -  AB1524
 AB1524  STATE/COUNTY-  TX/CAMERON
 AB1524  USGS QUAD   -  LA COMA (1983)
 AB1524
 AB1524                         *CURRENT SURVEY CONTROL
 AB1524  ___________________________________________________________________
 AB1524* NAD 83(1993)-  26 11 43.55668(N)    097 17 46.51735(W)     ADJUSTED  
 AB1524* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AB1524  ___________________________________________________________________
 AB1524  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 AB1524  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 AB1524
 AB1524  HORZ ORDER  -  SECOND
 AB1524
 AB1524.The horizontal coordinates were established by classical geodetic methods
 AB1524.and adjusted by the National Geodetic Survey in February 1996..
 AB1524
 AB1524.The orthometric height was scaled from a topographic map.
 AB1524
 AB1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1524
 AB1524.The geoid height was determined by GEOID03.
 AB1524
 AB1524;                    North         East     Units Scale Factor Converg.
 AB1524;SPC TX S     - 5,059,158.312   420,313.428   MT  0.99999288   +0 32 47.4
 AB1524;SPC TX S     -16,598,255.23  1,378,978.31   sFT  0.99999288   +0 32 47.4
 AB1524;UTM  14      - 2,898,444.573   670,239.150   MT  0.99995784   +0 45 08.2
 AB1524
 AB1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1524!SPC TX S     -   1.00000234  x   0.99999288  =   0.99999522
 AB1524!UTM  14      -   1.00000234  x   0.99995784  =   0.99996018
 AB1524
 AB1524:                Primary Azimuth Mark                     Grid Az
 AB1524:SPC TX S     -  PORT ISABEL MUNICIPAL TANK               152 20 29.9
 AB1524:UTM  14      -  PORT ISABEL MUNICIPAL TANK               152 08 09.1
 AB1524
 AB1524|---------------------------------------------------------------------|
 AB1524| PID    Reference Object                     Distance      Geod. Az  |
 AB1524|                                                           dddmmss.s |
 AB1524| AB1499 PORT ISABEL MUNICIPAL TANK          APPROX.16.5 KM 1525317.3 |
 AB1524| CV3189 FOX RM 2                                           17313     |
 AB1524| CV2952 JBL                                                1865554.4 |
 AB1524| AB1532 LAGUNA MADRE AIRBASE TANK           APPROX. 6.4 KM 2223003.8 |
 AB1524| AB1541 BAYVIEW MUNICIPAL TANK              APPROX.13.0 KM 2325141.5 |
 AB1524| CV3188 FOX RM 1                             21.040 METERS 24010     |
 AB1524| CV3190 FOX RM OLD                           62.739 METERS 31248     |
 AB1524|---------------------------------------------------------------------|
 AB1524
 AB1524                          SUPERSEDED SURVEY CONTROL
 AB1524
 AB1524  NAD 83(1986)-  26 11 43.57117(N)    097 17 46.47346(W) AD(       ) 2
 AB1524  NAD 27      -  26 11 42.29600(N)    097 17 45.55800(W) AD(       ) 2
 AB1524
 AB1524.Superseded values are not recommended for survey control.
 AB1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1524.See file dsdata.txt to determine how the superseded data were derived.
 AB1524
 AB1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7023998445(NAD 83)
 AB1524_MARKER: DS = TRIANGULATION STATION DISK
 AB1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1524_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1524
 AB1524  HISTORY     - Date     Condition        Report By
 AB1524  HISTORY     - 1867     MONUMENTED       CGS
 AB1524  HISTORY     - 1931     GOOD             USE
 AB1524  HISTORY     - 1939     GOOD             CGS
 AB1524  HISTORY     - 1947     GOOD             CGS
 AB1524  HISTORY     - 1949     GOOD             CGS
 AB1524  HISTORY     - 1949     GOOD             CGS
 AB1524  HISTORY     - 1962     GOOD             SUNOCO
 AB1524  HISTORY     - 1969     GOOD             LOCENG
 AB1524  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 AB1524
 AB1524                          STATION DESCRIPTION
 AB1524
 AB1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1867 (REH)
 AB1524'THE STATION IS LOCATED ON THE W SIDE OF LAGUNA MADRE, ON THE
 AB1524'MAINLAND 2 MILES N OF CAMERON (KNOWN LOCALLY AS MORANCO BLANCO).
 AB1524'THE OLD STATION OF 1879 WAS FOUND AND REOCCUPIED.  THIS STATION
 AB1524'IS MARKED BY A CEMENT POST WHICH IS 2-1/2 FEET LONG AND 7-1/2
 AB1524'INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD
 AB1524'DISK STATION MARK IS SET INTO THE CENTER OF THE TOP OF THE
 AB1524'COLUMN.  THE SUB-SURFACE MARK IS A NAIL OR SMALL WOODEN
 AB1524'PEG SET INTO A SMALL QUANTITY OF CEMENT, WHICH IS 6 INCHES
 AB1524'BELOW THE CEMENT POST.  SIX INCHES OF SAND OR EARTH SEPARATES
 AB1524'THE SURFACE AND SUB-SURFACE MARKS.  THE TOP OF THE SURFACE
 AB1524'MARK PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  THE
 AB1524'DISTANCE TO REFERENCE MARK IS 62.64 METERS (205.5 FEET).
 AB1524'TO HIGHWATER LINE IT IS 45 METERS (148 FEET), AND TO LONE
 AB1524'SPANISH DAGGER IT IS 100 METERS (328 FEET) APPROXIMATELY.
 AB1524'THE REFERENCE MARK IS A CEMENT POST 2-1/2 FEET LONG AND 7-1/2
 AB1524'INCHES IN DIAMETER INCASED IN A PIPE OF TIN.  A STANDARD
 AB1524'DISK REFERENCE MARK IS SET INTO THE TOP OF THE POST.  THE
 AB1524'TABLET HAS AN ARROW WHICH POINTS TOWARD THE STATION.  THE
 AB1524'TOP OF THE CEMENT POST IS ABOUT 6 INCHES ABOVE THE
 AB1524'GROUND.  THE REFERENCE MARK, TRIANGULATION STATION, AND HEAD OF
 AB1524'THE BIGHT (YELLOW BANK 5/8 MILE NW) ARE IN RANGE.  THE
 AB1524'REFERENCE MARK IS ON THE HILLSIDE PROTECTED FROM THE SEA,
 AB1524'IN A SMALL GRASSY PATCH 25 FEET IN DIAMETER, IN WHICH
 AB1524'NO BUSHES GROW.
 AB1524
 AB1524                          STATION RECOVERY (1931)
 AB1524
 AB1524'RECOVERY NOTE BY US ENGINEERS 1931
 AB1524'PRESENT CONDITION OF THE MARK GOOD.
 AB1524'
 AB1524'REFERENCE MARK WAS FOUND TO BE IN GOOD CONDITION.
 AB1524
 AB1524                          STATION RECOVERY (1939)
 AB1524
 AB1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1524'STATION IS LOCATED ABOUT 9.75 MILES NNW OF PORT ISABEL, ABOUT
 AB1524'14.0 MILES NW OF LOS FRESNOS, ON THE MAINLAND.  IT IS 200
 AB1524'FEET W OF THE SHORE OF LAGUNA MADRE, ON STOVER POINT, ON
 AB1524'LOS COMAS RANCH, ON THE TOP OF A N-S RIDGE.  STATION IS ABOUT
 AB1524'1/2 MILE S OF THE EXTREME N END OF STOVER POINT, ABOUT 100
 AB1524'YARDS S OF THE N END OF RIDGE AND ABOUT 1 MILE N OF A HOUSE
 AB1524'AT ANGLE IN RIDGE, 25 FEET W OF E SIDE OF TOP OF RIDGE, AND
 AB1524'20 FEET N OF THE SECOND CLUMP OF THICK BRUSH FROM THE N END
 AB1524'OF RIDGE.  ONE HOUSE IS ALL THAT IS LEFT OF THE SETTLEMENT OF
 AB1524'CAMERON MENTIONED IN THE 1913 DESCRIPTION.
 AB1524'
 AB1524'STATION MARK WAS FOUND IN GOOD CONDITION.
 AB1524'
 AB1524'ONE REFERENCE MARK WAS FOUND.  THE CONCRETE HAD CRACKED AND
 AB1524'MARK COULD HAVE MOVED SLIGHTLY.  IT WAS REPAIRED WITH NEW
 AB1524'CEMENT.  IT IS LOCATED NW OF THE STATION ON THE SLOPE OF THE
 AB1524'HILL ABOUT 3 FEET BELOW THE TOP.  THE DISTANCE CHECKED BUT
 AB1524'AZIMUTH FAILED TO CHECK BY ABOUT 1 MINUTE.
 AB1524'
 AB1524'ONE NEW REFERENCE MARK WAS ESTABLISHED ON TOP OF THE RIDGE
 AB1524'WSW OF STATION.
 AB1524'
 AB1524'THE AZIMUTH IS A STANDARD U.S.G.S. BENCH MARK STAMPED JBL-NO. 19,
 AB1524'1929, SET IN A CONCRETE POST.  IT IS ABOUT 1.3 MILES S OF
 AB1524'STATION, 200 YARDS W OF BEACH AND 15 FEET SW OF THE SW CORNER
 AB1524'OF A SHACK.
 AB1524'
 AB1524'STATION IS REACHED AS FOLLOWS--FROM LOS FRESNOS GO E ON
 AB1524'PAVED ROAD 9.0 MILES TO DIRT ROAD LEADING N.  TURN LEFT (N)
 AB1524'AND FOLLOW DIRT ROAD 3.0 MILES TO A RAILROAD CROSSING.  CONTINUE
 AB1524'N 0.95 MILE TO A CROSSROADS (THIS IS NORTHERLY OF 2 CROSSROADS
 AB1524'THAT ARE 0.2 MILE APART) TURN RIGHT (E) ALONG POWER LINE
 AB1524'AND GO 0.85 MILE TO A GATE AT DRAINAGE DITCH, PASS THROUGH
 AB1524'GATE AND CONTINUE E ON RANCH TRAIL 0.75 MILE TO A GATE ON
 AB1524'LEFT AT A BRIDGE OVER DRAINAGE DITCH, TURN LEFT (N)
 AB1524'THROUGH GATE, CROSS BRIDGE AND BEAR RIGHT THEN CURVE TO N
 AB1524'TOWARDS GATE 0.25 MILE N.  PASS THROUGH GATE AND BEAR NE
 AB1524'BY E TOWARD BARE HILL AND FOLLOW DIM TRAIL 1.4 MILES FROM
 AB1524'LAST GATE, TURN LEFT AND FOLLOW TRAIL N 0.8 MILE.  PASS
 AB1524'AROUND W END OF RIDGE AND BEAR RIGHT AND FOLLOW BASE OF RIDGE
 AB1524'E AND N 1.8 MILES TO A POINT OPPOSITE STATION, TURN RIGHT
 AB1524'(E) AND GO ABOUT 200 YARDS TO TOP OF HILL AND STATION.
 AB1524
 AB1524                          STATION RECOVERY (1947)
 AB1524
 AB1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1524'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 AB1524'DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND TO BE
 AB1524'CORRECT.  THE SHACK NEAR THE AZIMUTH MARK MENTION IN THE
 AB1524'1939 DESCRIPTION IS GONE.  A COMPLETE DESCRIPTION FOLLOWS.
 AB1524'
 AB1524'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF PORT ISABEL,
 AB1524'14 MILES NORTHEAST OF LOS FRESNOS, ON THE MAINLAND.  IT IS
 AB1524'ON THE HIGHEST POINT OF A NORTH-SOUTH RIDGE KNOWN AS
 AB1524'STOVER POINT AND ABOUT 200 FEET WEST OF THE SHORE OF LAUGNA
 AB1524'MADRE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS
 AB1524'AN EIGHT INCH CYLINDER CONCRETE POST AND THE DISK IS NOT
 AB1524'STAMPED.
 AB1524'
 AB1524'REFERENCE MARK NO. 1 IS 69.03 FEET WEST-SOUTHWEST OF THE
 AB1524'STATION.  THE MARK PROJECTS ABOUT 8-INCHES AND THE DISK
 AB1524'IS STAMPED FOX NO 1 1939.
 AB1524'
 AB1524'REFERENCE MARK (1867-1913) IS 205.93 FEET NORTHWEST OF THE
 AB1524'STATION ON THE SLOPE OF THE HILL.  THE MARK PROJECTS ABOUT
 AB1524'8-INCHES AND THE DISK IS NOT STAMPED.
 AB1524'
 AB1524'JBL (USGS) WAS USED AS AN AZIMUTH MARK AND IS ABOUT 1 MILE
 AB1524'SOUTH OF THE STATION.  IT IS ABOUT 200 YARDS WEST OF THE
 AB1524'BEACH AND ON THE NORTHWEST SLOPE OF THE RIDGE AND ONE FOOT
 AB1524'WEST OF A WHITE WITNESS POST.  THE MARK IS A 6 X 6 INCH
 AB1524'CONCRETE POST WITH A STANDARD USGS BENCH MARK DISK IN THE
 AB1524'CENTER AND PROJECTING ABOUT 4 INCHES.  THE DISK IS STAMPED
 AB1524'JBL 1929 (ELV.) 19 (FEET).
 AB1524'
 AB1524'TO REACH THE STATION FROM THE RAILROAD CROSSING IN LOS FRESNOS
 AB1524'GO EAST ON STATE HIGHWAY 100 FOR 5.1 MILES TO A T-ROAD LEFT,
 AB1524'TURN LEFT AND GO 4.4 MILES TO A CROSSROADS IN NORTHEAST EDGE
 AB1524'OF BAYVIEW.  TURN RIGHT AND FOLLOW SURFACED ROAD FOR 4.6
 AB1524'MILES TO ENTRANCE TO U.S. MILITARY RESERVATION ON THE RIGHT,
 AB1524'TURN RIGHT INTO RESERVATION AND GO 1.15 MILES TO A CROSSROADS,
 AB1524'TURN RIGHT, PASSING THE FIRE STATION ON THE RIGHT AND GO 0.15
 AB1524'MILE TO A CROSSROADS AND BUILDING T-61 ON THE LEFT, TURN LEFT
 AB1524'AND GO 0.25 MILE TO A T-ROAD INTERSECTION, TURN RIGHT AND GO
 AB1524'0.55 MILE TO BUILDING NO. T-544 ON THE LEFT, TURN LEFT AT
 AB1524'THE WEST END OF THE BUILDING, PASS UNDER SHED AND FOLLOW
 AB1524'TRACK ROAD NORTHEASTERLY 0.85 MILE, TAKE RIGHT FORK AND GO
 AB1524'0.3 MILE, TAKE LEFT FORK AND FOLLOW MAIN TRAVELED ROAD
 AB1524'FOR 1.65 MILES TO THE USGS (AZIMUTH) MARK ON THE RIDGE TO
 AB1524'THE RIGHT, CONTINUE ON TRACK ROAD AND GO 1.15 MILES TO THE
 AB1524'STATION ON THE RIDGE TO THE RIGHT.
 AB1524'
 AB1524'DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND VISIBLE OBJECTS.
 AB1524'
 AB1524'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AB1524
 AB1524                          STATION RECOVERY (1949)
 AB1524
 AB1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1524'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 AB1524'IN GOOD CONDITION.
 AB1524'
 AB1524'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AB1524'
 AB1524'THE STATION IS LOCATED ABOUT 14.0 MILES NORTHEAST OF LOS
 AB1524'FRESNOS AND ABOUT 10.0 MILES NORTHWEST OF PORT ISABEL ON THE
 AB1524'MAINLAND.  IT IS ON THE HIGHEST POINT OF A NORTH-SOUTH RIDGE
 AB1524'KNOWN LOCALLY AS STOVERS POINT, ABOUT 200.0 FEET WEST OF THE
 AB1524'SHORE OF LAGUNA MADRE AND 5.0 FEET WEST OF A WITNESS POST.
 AB1524'THE MARK IS AN EIGHT INCH CONCRETE CYLINDER WITH A STANDARD
 AB1524'STATION MARK DISK IN THE TOP.  IT PROJECTS 8 INCHES ABOVE
 AB1524'THE GROUND AND THE DISK HAS NO STAMPING ON IT.
 AB1524'
 AB1524'REFERENCE MARK NO. 1 IS LOCATED ON THE WEST SLOPE OF THE
 AB1524'RIDGE ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.
 AB1524'IT PROJECTS 12 INCHES AND IS STAMPED FOX NO 1 1939.
 AB1524'
 AB1524'REFERENCE MARK (1913) IS LOCATED ON THE NORTHWEST SLOPE OF
 AB1524'THE RIDGE ABOUT 4.5 FEET BELOW THE ELEVATION OF THE STATION.
 AB1524'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 AB1524'CONCRETE CYLINDER PROJECTING 8 INCHES ABOVE THE GROUND AND
 AB1524'HAS NO STAMPING ON THE DISK.
 AB1524'
 AB1524'THE AZIMUTH MARK IS ABOUT 200.0 FEET WEST OF THE SHORE OF
 AB1524'LAGUNA MADRE AND 1.0 FOOT WEST OF A WITNESS POST.  IT IS A
 AB1524'STANDARD U.S.G.S. BENCH MARK DISK SET IN THE TOP OF A 6
 AB1524'INCH SQUARE CONCRETE POST PROJECTING 8 INCHES AND IS STAMPED
 AB1524'JBL 1929 19.
 AB1524'
 AB1524'TO REACH THE STATION FROM THE POST OFFICE IN RIO HONDO,
 AB1524'GO EAST ON STATE ROUTE NO. 345 FOR 0.65 OF A MILE TO A FORK,
 AB1524'TAKE THE RIGHT FORK AND GO 0.05 OF A MILE TO A T ROAD LEFT,
 AB1524'TURN LEFT AND FOLLOW MACADAM ROAD EAST ON STATE ROUTE NO. 106
 AB1524'FOR 2.3 MILES TO WHERE STATE ROUTE 106 TURNS LEFT, HERE CONTINUE
 AB1524'STRAIGHT AHEAD ON A MACADAM ROAD FOR 11.8 MILES TO A T
 AB1524'INTERSECTION, TURN RIGHT AND GO SOUTH FOR 0.65 OF A MILE TO A T
 AB1524'ROAD LEFT AT THE ENTRANCE TO THE OLD MILITARY RESERVATION,
 AB1524'TURN LEFT AND GO 0.4 OF A MILE TO A CROSSROAD AT AN
 AB1524'OLD BUILDING SITE, TURN RIGHT AND GO 1.7 MILES TO A FORK,
 AB1524'TAKE THE LEFT FORK AND GO 0.2 OF A MILE TO A SIGN
 AB1524'PRIVATE ROAD, CONTINUE STRAIGHT AHEAD FOR 0.55 OF A MILE TO A
 AB1524'TRACK ROAD LEFT THROUGH OLD BUILDING SITE AND GO ABOUT
 AB1524'100 FEET TO A FORK, TAKE THE RIGHT FORK AND CONTINUE
 AB1524'ON TRACK ROAD FOR 0.75 OF A MILE TO A FORK, TAKE THE
 AB1524'RIGHT FORK FOR 0.3 OF A MILE TO A FORK, TAKE THE LEFT FORK
 AB1524'ON MAIN TRAVELED TRACK ROAD FOR 1.6 MILES TO A FORK, TAKE LEFT
 AB1524'FORK FOR 1.15 MILES TO A DIM TRACK ROAD RIGHT, TURN RIGHT ON
 AB1524'DIM TRACK ROAD AND GO 0.1 OF A MILE TO THE TOP OF THE
 AB1524'RIDGE AND THE STATION AS DESCRIBED.
 AB1524'
 AB1524'TO REACH THE AZIMUTH MARK JBL (USGS) FROM THE STATION GO
 AB1524'SOUTH ALONG TOP OF THE RIDGE FOR ABOUT 1.0 MILE WHERE RIDGE
 AB1524'TURNS TO THE SOUTH-SOUTHWEST AND THE AZIMUTH MARK AS DESCRIBED.
 AB1524
 AB1524                          STATION RECOVERY (1949)
 AB1524
 AB1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1524'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 AB1524'CONDITION.  THE 1949 RECOVERY NOTE BY R.L. ENGDAHL IS ADEQUATE
 AB1524'AND COMPLETE.
 AB1524
 AB1524                          STATION RECOVERY (1962)
 AB1524
 AB1524'RECOVERY NOTE BY SUN OIL COMPANY 1962 (RRH)
 AB1524'ALL MARKS WERE FOUND IN EXCELLENT CONDITION AS DESCRIBED.  A NEW
 AB1524'TO REACH AS FOLLOWS--
 AB1524'
 AB1524'TO REACH THE STATION FROM THE RAILROAD STATION IN RIO HONDO,
 AB1524'GO EASTERLY ON STATE FARM ROAD 106 FOR 0.6 MILES TO FORK
 AB1524'AT JUNCTION WITH TEX. HWY. 345, BEAR RIGHT FOR 0.05 MILES TO
 AB1524'T-ROAD LEFT, TURN LEFT AND CONTINUE EASTERLY ON FR 106 FOR
 AB1524'2.3 MILES TO WHERE 106 TURNS NORTHERLY, CONTINUE STRAIGHT
 AB1524'AHEAD (EASTERLY) ON MACADAM ROAD (FOLLOWING FARM ROAD 803)
 AB1524'FOR 1.75 MILES TO WHERE 803 TURNS SOUTHERLY, CONTINUE STRAIGHT
 AB1524'AHEAD (EASTERLY) ON MACADAM ROAD (FOLLOWING FARM ROAD 2358)
 AB1524'FOR 2.55 MILES TO WHERE 2358 TURNS NORTHERLY, CONTINUE
 AB1524'STRAIGHT AHEAD (EASTERLY) ON MACADAM ROAD FOR 5.4 MILES TO
 AB1524'WHERE BAYVIEW CUT-OFF ROAD TURNS SOUTHERLY, CONTINUE
 AB1524'STRAIGHT AHEAD (EASTERLY) ON THE MACADAM ROAD FOR 2.05 MILES
 AB1524'TO JUNCTION WITH N AND S ROAD, TURN LEFT (NORTHERLY) AND
 AB1524'CONTINUE TO FOLLOW THE ATASCOSA WILDLIFE REFUGE
 AB1524'HEADQUARTERS ROAD FOR 2.6 MILES TO THE HEADQUARTERS AREA ON
 AB1524'THE LEFT AND GATE 14 ON THE RIGHT, TURN RIGHT (EASTERLY) AND
 AB1524'GO THRU GATE FOLLOWING GRAVEL ROAD FOR 0.45 MILES TO
 AB1524'WESTERLY OF TWO AIRCRAFT FIRING RANGE TAXI STRIPS (REFERENCE
 AB1524'IS NOW MADE TO U.S. GEOL. SURV.  QUADRANGLE SHEET LOS
 AB1524'FRESNOS FOR A GRAPHIC PICTURE OF THE REMAINING DIRECTIONS), TURN
 AB1524'RIGHT (SOUTHERLY) FOLLOWING THE WESTERLY TAXI STRIP FOR
 AB1524'0.55 MILES, TURN RIGHT (EASTERLY) CROSSING THE EASTERLY TAXI
 AB1524'STRIP AND CONTINUING ALONG GRAVELED AND GRADED REFUGE ROAD FOR
 AB1524'0.85 MILES AND PASS OVER THE DAM OF EMPOUNDMENT 7, CONTINUE
 AB1524'STRAIGHT AHEAD (EASTERLY) (FOLLOWING THE NEW GRADED AND
 AB1524'GRAVELED ROAD) (NOT THE ROAD AS SHOWN ON THE QUADRANGLE SHEET)
 AB1524'FOR 1.35 MILES TO LAGUNA MADRE SHORE WITH REFUGE BEACH HOUSE
 AB1524'ON THE LEFT, (DUNE AT 20 FT ELEV.), TURN RIGHT (SOUTHERLY)
 AB1524'FOLLOWING THE LAGUNA SHORE AROUND GATLIN ISLAND FOR 1.9 MILES TO
 AB1524'FORK, LEAVE GRADED ROAD AND FOLLOW THE LEFT FORK FOR 0.05
 AB1524'MILES TO DIM EXCESS ROAD LEFT, TURN LEFT (UP DUNE, EASTERLY)
 AB1524'AND FOLLOW THE EXCESS ROAD FOR 0.1 MILES TO THE STATION SITE
 AB1524'ON THE RIGHT AS DESCRIBED.
 AB1524
 AB1524                          STATION RECOVERY (1969)
 AB1524
 AB1524'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (MB)
 AB1524'RECOVERED BY MUNROE AND BASS
 AB1524'
 AB1524'FOX-GOOD
 AB1524'
 AB1524'DESCRIPTION BY R.R.H., 1962 IS COMPLETE AND ADEQUATE.  R.M.S
 AB1524'WERE NOT SEARCHED FOR.
 AB1524
 AB1524                          STATION RECOVERY (1991)
 AB1524
 AB1524'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9228 ***********************************************************************
 AF9228  DESIGNATION -  FOX ET
 AF9228  PID         -  AF9228
 AF9228  STATE/COUNTY-  TX/STONEWALL
 AF9228  USGS QUAD   -  BOB CREEK (1978)
 AF9228
 AF9228                         *CURRENT SURVEY CONTROL
 AF9228  ___________________________________________________________________
 AF9228* NAD 83(1993)-  33 23 22.81300(N)    100 15 17.76930(W)     ADJUSTED  
 AF9228* NAVD 88     -       540.2    (meters)    1772.     (feet)  VERTCON   
 AF9228  ___________________________________________________________________
 AF9228  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 AF9228  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AF9228
 AF9228  HORZ ORDER  -  THIRD
 AF9228
 AF9228.The horizontal coordinates were established by classical geodetic methods
 AF9228.and adjusted by the National Geodetic Survey in July 1998..
 AF9228
 AF9228.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9228
 AF9228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9228
 AF9228.The geoid height was determined by GEOID03.
 AF9228
 AF9228;                    North         East     Units Scale Factor Converg.
 AF9228;SPC TXNC     - 2,192,428.757   436,745.879   MT  0.99988997   -0 57 25.7
 AF9228;SPC TXNC     - 7,192,993.35  1,432,890.44   sFT  0.99988997   -0 57 25.7
 AF9228;UTM  14      - 3,695,190.685   383,283.440   MT  0.99976795   -0 41 26.5
 AF9228
 AF9228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9228!SPC TXNC     -   0.99991953  x   0.99988997  =   0.99980951
 AF9228!UTM  14      -   0.99991953  x   0.99976795  =   0.99968750
 AF9228
 AF9228                          SUPERSEDED SURVEY CONTROL
 AF9228
 AF9228  NGVD 29 (07/17/98)  540.0    (m)         1772.     (f) VERT ANG       
 AF9228
 AF9228.Superseded values are not recommended for survey control.
 AF9228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9228.See file dsdata.txt to determine how the superseded data were derived.
 AF9228
 AF9228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB8328395191(NAD 83)
 AF9228_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF9228
 AF9228  HISTORY     - Date     Condition        Report By
 AF9228  HISTORY     - 1958     MONUMENTED       USGS
 AF9228
 AF9228                          STATION DESCRIPTION
 AF9228
 AF9228'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9228'STATION IS 17.3 MI. N. OF ASPERMONT, 15.8 MI. S. OF GUTHRIE, ABOUT
 AF9228'0.25 MI. N. OF A CURVE IN THE HIGHWAY AND NEAR THE RIGHT-OF-WAY FENCE
 AF9228'ON THE W. SIDE OF THE HIGHWAY.
 AF9228'STATION WAS REACHED FROM ASPERMONT BY GOING N. ON U.S. HIGHWAY 83 17.3
 AF9228'MI., ABOUT 0.25 MI. N. OF A CURVE.  STATION MARK IS 53 FT. W. OF THE
 AF9228'CENTERLINE OF THE HIGHWAY, 8 FT. E. OF THE RIGHT-OF-WAY FENCE, 453.8
 AF9228'FT. N. OF A T-FENCE CORNER AND S. 875 FT. FROM THE SW. CORNER OF A
 AF9228'CORRAL ON THE E. SIDE OF THE HIGHWAY.
 AF9228'STATION MARK--A COPPERWELD ROD DRIVEN FLUSH WITH THE GROUND AND
 AF9228'COVERED BY A SMALL PILE OF ROCK, STAMPED---FOX-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2977 ***********************************************************************
 BX2977  DESIGNATION -  FOX HUNTER
 BX2977  PID         -  BX2977
 BX2977  STATE/COUNTY-  TX/SABINE
 BX2977  USGS QUAD   -  FAIRMOUNT (1985)
 BX2977
 BX2977                         *CURRENT SURVEY CONTROL
 BX2977  ___________________________________________________________________
 BX2977* NAD 83(1993)-  31 11 11.70580(N)    093 43 46.33020(W)     ADJUSTED  
 BX2977* NAVD 88     -       110.1    (meters)     361.     (feet)  VERTCON   
 BX2977  ___________________________________________________________________
 BX2977  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 BX2977  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BX2977
 BX2977  HORZ ORDER  -  FIRST
 BX2977
 BX2977.The horizontal coordinates were established by classical geodetic methods
 BX2977.and adjusted by the National Geodetic Survey in February 1996..
 BX2977
 BX2977.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2977
 BX2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2977
 BX2977.The geoid height was determined by GEOID03.
 BX2977
 BX2977;                    North         East     Units Scale Factor Converg.
 BX2977;SPC TX C     - 3,187,167.281 1,329,018.656   MT  0.99988694   +3 24 04.8
 BX2977;SPC TX C     -10,456,564.65  4,360,288.71   sFT  0.99988694   +3 24 04.8
 BX2977;UTM  15      - 3,450,509.695   430,489.153   MT  0.99965960   -0 22 40.0
 BX2977
 BX2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2977!SPC TX C     -   0.99998706  x   0.99988694  =   0.99987400
 BX2977!UTM  15      -   0.99998706  x   0.99965960  =   0.99964666
 BX2977
 BX2977|---------------------------------------------------------------------|
 BX2977| PID    Reference Object                     Distance      Geod. Az  |
 BX2977|                                                           dddmmss.s |
 BX2977| CV7607 FOX HUNTER RM 1                      25.885 METERS 04559     |
 BX2977| CV7606 FOX HUNTER AZ MK                                   2263925.6 |
 BX2977| CV7608 FOX HUNTER RM 2                      32.342 METERS 25802     |
 BX2977|---------------------------------------------------------------------|
 BX2977
 BX2977                          SUPERSEDED SURVEY CONTROL
 BX2977
 BX2977  NAD 83(1986)-  31 11 11.71329(N)    093 43 46.32588(W) AD(       ) 1
 BX2977  NAD 27      -  31 11 11.03562(N)    093 43 45.67505(W) AD(       ) 1
 BX2977  NGVD 29 (07/19/86)  110.1    (m)          361.     (f) VERT ANG       
 BX2977
 BX2977.Superseded values are not recommended for survey control.
 BX2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2977.See file dsdata.txt to determine how the superseded data were derived.
 BX2977
 BX2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ3048950510(NAD 83)
 BX2977_MARKER: DS = TRIANGULATION STATION DISK
 BX2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2977_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2977
 BX2977  HISTORY     - Date     Condition        Report By
 BX2977  HISTORY     - 1972     MONUMENTED       NGS
 BX2977
 BX2977                          STATION DESCRIPTION
 BX2977
 BX2977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2977'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTH-NORTHWEST OF
 BX2977'BURKEVILLE, 12 MILES SOUTHEAST OF HEMPHILL AND IS IN THE SABINE
 BX2977'NATIONAL FOREST, ATT--MR. CHARLES SABOITES BOX F HEMPHILL, TEXAS
 BX2977'75948.
 BX2977'
 BX2977'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 87 AND FARM
 BX2977'ROAD 2426 IN YELLOWPINE, GO SOUTHERLY ON STATE HIGHWAY 87 FOR 5
 BX2977'MILES TO SIX MILE CREEK BRIDGE, CONTINUE SOUTHERLY ON STATE HIGHWAY
 BX2977'87 FOR 3.2 MILES TO FAIRMONT CEMETERY ON THE LEFT, CONTINUE
 BX2977'SOUTHERLY ON STATE HIGHWAY 87 FOR 1.55 MILES TO A SAND ROAD ON
 BX2977'THE RIGHT AT THE TOP OF A HILL, TURN RIGHT FOR ABOUT 100 FEET THEN
 BX2977'RIGHT AGAIN AND FOLLOW SAND TRACK ROAD FOR 0.05 MILE TO THE
 BX2977'STATION.
 BX2977'
 BX2977'THE STATION MARKS ARE STANDARD DISKS STAMPED FOX HUNTER 1972.  THE
 BX2977'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2977'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 63
 BX2977'FEET NORTH-NORTHEAST OF A CUT BANK, 31 FEET SOUTH OF A 14 INCH
 BX2977'PINE TREE WITH A TRIANGULAR BLAZE, 24 FEET SOUTHEAST OF A WIRE
 BX2977'FENCE, 21 FEET WEST-SOUTHWEST OF A 16 INCH PINE TREE WITH A
 BX2977'TRIANGULAR BLAZE AND 5.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BX2977'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2977'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2977'
 BX2977'REFERENCE MARK 1, A STANDARD DISK STAMPED FOX HUNTER NO 1 1972, IS
 BX2977'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2977'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET
 BX2977'NORTH-NORTHWEST OF A 20 INCH PINE TREE, 8 FEET WEST OF A 12 INCH
 BX2977'PINE TREE AND 0.7 FEET SOUTHEAST OF THE WIRE FENCE.
 BX2977'
 BX2977'REFERENCE MARK 2, A STANDARD DISK STAMPED FOX HUNTER NO 2 1972, IS
 BX2977'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 BX2977'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET
 BX2977'NORTH-NORTHWEST OF THE CUT BANK, 8 FEET SOUTH-SOUTHWEST OF A 24
 BX2977'INCH PINE TREE AND 0.4 FEET SOUTHEAST OF THE WIRE FENCE.
 BX2977'
 BX2977'AZIMUTH MARK, A STANDARD DISK STAMPED FOX HUNTER 1972, IS SET IN THE
 BX2977'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 BX2977'INCHES ABOVE THE GROUND SURFACE.  IT IS 29 FEET NORTH OF THE
 BX2977'APPROXIMATE CENTER OF THE SAND TRACK ROAD AND 3.5 EAST OF A
 BX2977'METAL WITNESS POST.
 BX2977'
 BX2977'TO REACH THE AZIMUTH MARK FROM WHERE THE SAND TRACK ROAD LEAVES STATE
 BX2977'HIGHWAY 87 AND GOES TO THE STATION SITE, CONTINUE SOUTHERLY ON SAND
 BX2977'TRACK ROAD FOR 0.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 BX2977'
 BX2977'NEAREST TOWN--HEMPHILL.
 BX2977'
 BX2977'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0546 ***********************************************************************
 CT0546  DESIGNATION -  FOX RM 1
 CT0546  PID         -  CT0546
 CT0546  STATE/COUNTY-  TX/TAYLOR
 CT0546  USGS QUAD   -  ABILENE WEST (1987)
 CT0546
 CT0546                         *CURRENT SURVEY CONTROL
 CT0546  ___________________________________________________________________
 CT0546* NAD 83(1986)-  32 25 56.     (N)    099 50 37.     (W)     SCALED    
 CT0546* NAVD 88     -       538.579  (meters)    1766.99   (feet)  POSTED    
 CT0546  ___________________________________________________________________
 CT0546  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CT0546  DYNAMIC HT  -         537.880 (meters)    1764.69  (feet)  COMP
 CT0546  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 CT0546
 CT0546  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0546
 CT0546.The horizontal coordinates were scaled from a topographic map and have
 CT0546.an estimated accuracy of +/- 6 seconds.
 CT0546
 CT0546.The orthometric height was determined by differential leveling
 CT0546.and adjusted by the National Geodetic Survey in 1992..
 CT0546.No vertical observational check was made to the station.
 CT0546.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0546.was located on a no-check spur therefore a value was not computed.
 CT0546
 CT0546.The geoid height was determined by GEOID03.
 CT0546
 CT0546.The dynamic height is computed by dividing the NAVD 88
 CT0546.geopotential number by the normal gravity value computed on the
 CT0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0546.degrees latitude (g = 980.6199 gals.).
 CT0546
 CT0546.The modeled gravity was interpolated from observed gravity values.
 CT0546
 CT0546;                    North         East    Units  Estimated Accuracy
 CT0546;SPC TXNC     - 2,085,700.      473,650.      MT  (+/- 180 meters Scaled)
 CT0546
 CT0546                          SUPERSEDED SURVEY CONTROL
 CT0546
 CT0546  NGVD 29 (??/??/92)  538.410  (m)         1766.43   (f) ADJ UNCH    1 2
 CT0546
 CT0546.Superseded values are not recommended for survey control.
 CT0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0546.See file dsdata.txt to determine how the superseded data were derived.
 CT0546
 CT0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA206886(NAD 83)
 CT0546_MARKER: DR = REFERENCE MARK DISK
 CT0546_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CT0546_SP_SET: CULVERT HEADWALL
 CT0546_STAMPING: FOX NO 1 1961
 CT0546_MARK LOGO: CGS   
 CT0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0546+STABILITY: SURFACE MOTION
 CT0546
 CT0546  HISTORY     - Date     Condition        Report By
 CT0546  HISTORY     - 1961     MONUMENTED       CGS
 CT0546  HISTORY     - 1984     GOOD             NGS
 CT0546  HISTORY     - 19990531 GOOD             LOCENG
 CT0546
 CT0546                          STATION DESCRIPTION
 CT0546
 CT0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0546'8.1 MI SW FROM ABILENE.
 CT0546'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0546'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG SPUR 312, THENCE 2.05 MILES
 CT0546'SOUTHWEST ALONG ARNOLD BOULEVARD, THENCE 0.5 MILE SOUTHWEST ALONG
 CT0546'AVENUE B, THENCE 0.45 MILE NORTHWEST ALONG 3RD STREET, 110 FEET
 CT0546'SOUTHWEST OF A TRIANGULATION STATION, 45 FEET SOUTHWEST OF POWER POLE
 CT0546'975, 28 FEET EAST OF THE CENTER OF THE STREET, 5 FEET EAST  ST OF A
 CT0546'GUARD RAIL, 1 FOOT SOUTH OF THE NORTH END OF THE HEADWALL OF A
 CT0546'CULVERT, LEVEL WITH THE STREET, SET IN A CONCRETE HEADWALL.
 CT0546
 CT0546                          STATION RECOVERY (1984)
 CT0546
 CT0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0546'RECOVERED IN GOOD CONDITION.
 CT0546
 CT0546                          STATION RECOVERY (1999)
 CT0546
 CT0546'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999
 CT0546'RECOVERED IN GOOD CONDITION.  NOTE--GOOD FOR GPS OBSERVATIONS, TOUGH
 CT0546'SET-UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0545 ***********************************************************************
 CT0545  DESIGNATION -  FOX RM 2
 CT0545  PID         -  CT0545
 CT0545  STATE/COUNTY-  TX/TAYLOR
 CT0545  USGS QUAD   -  ABILENE WEST (1987)
 CT0545
 CT0545                         *CURRENT SURVEY CONTROL
 CT0545  ___________________________________________________________________
 CT0545* NAD 83(1986)-  32 25 56.     (N)    099 50 37.     (W)     SCALED    
 CT0545* NAVD 88     -       538.998  (meters)    1768.36   (feet)  POSTED    
 CT0545  ___________________________________________________________________
 CT0545  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CT0545  DYNAMIC HT  -         538.300 (meters)    1766.07  (feet)  COMP
 CT0545  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 CT0545
 CT0545  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0545
 CT0545.The horizontal coordinates were scaled from a topographic map and have
 CT0545.an estimated accuracy of +/- 6 seconds.
 CT0545
 CT0545.The orthometric height was determined by differential leveling
 CT0545.and adjusted by the National Geodetic Survey in 1992..
 CT0545.No vertical observational check was made to the station.
 CT0545.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0545.was located on a no-check spur therefore a value was not computed.
 CT0545
 CT0545.The geoid height was determined by GEOID03.
 CT0545
 CT0545.The dynamic height is computed by dividing the NAVD 88
 CT0545.geopotential number by the normal gravity value computed on the
 CT0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0545.degrees latitude (g = 980.6199 gals.).
 CT0545
 CT0545.The modeled gravity was interpolated from observed gravity values.
 CT0545
 CT0545;                    North         East    Units  Estimated Accuracy
 CT0545;SPC TXNC     - 2,085,700.      473,650.      MT  (+/- 180 meters Scaled)
 CT0545
 CT0545                          SUPERSEDED SURVEY CONTROL
 CT0545
 CT0545  NGVD 29 (??/??/92)  538.828  (m)         1767.80   (f) ADJ UNCH    1 2
 CT0545
 CT0545.Superseded values are not recommended for survey control.
 CT0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0545.See file dsdata.txt to determine how the superseded data were derived.
 CT0545
 CT0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA206886(NAD 83)
 CT0545_MARKER: DR = REFERENCE MARK DISK
 CT0545_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CT0545_SP_SET: CULVERT HEADWALL
 CT0545_STAMPING: FOX NO 2 1961
 CT0545_MARK LOGO: CGS   
 CT0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0545+STABILITY: SURFACE MOTION
 CT0545
 CT0545  HISTORY     - Date     Condition        Report By
 CT0545  HISTORY     - 1961     MONUMENTED       CGS
 CT0545  HISTORY     - 1984     GOOD             NGS
 CT0545  HISTORY     - 19990531 GOOD             LOCENG
 CT0545
 CT0545                          STATION DESCRIPTION
 CT0545
 CT0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0545'8.1 MI SW FROM ABILENE.
 CT0545'4.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0545'AT ABILENE, THENCE 0.8 MILE SOUTH ALONG SPUR 312, THENCE 2.05 MILES
 CT0545'SOUTHWEST ALONG ARNOLD BOULEVARD, THENCE 0.5 MILE SOUTHWEST ALONG
 CT0545'AVENUE B, THENCE 0.45 MILE NORTHWEST ALONG 3RD STREET, 75 FEET WEST OF
 CT0545'A TRIANGULATION STATION, 73 FEET SOUTHEAST OF THE CENTER OF A
 CT0545'T-INTERSECTION, 18 FEET SOUTH OF THE CENTER OF AN OILED ROAD, 0.6 FOOT
 CT0545'ABOVE THE LEVEL OF THE STREET, SET IN TOP OF A CONCRETE HEADWALL OF A
 CT0545'CULVERT.
 CT0545
 CT0545                          STATION RECOVERY (1984)
 CT0545
 CT0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0545'RECOVERED IN GOOD CONDITION.
 CT0545
 CT0545                          STATION RECOVERY (1999)
 CT0545
 CT0545'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999
 CT0545'RECOVERED IN GOOD CONDITION.  NOTE--GOOD FOR GPS OBSERVATIONS, TOUGH
 CT0545'SET-UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1051 ***********************************************************************
 AE1051  DESIGNATION -  FR 10 IBWC
 AE1051  PID         -  AE1051
 AE1051  STATE/COUNTY-  TX/ZAPATA
 AE1051  USGS QUAD   -  ZAPATA (1979)
 AE1051
 AE1051                         *CURRENT SURVEY CONTROL
 AE1051  ___________________________________________________________________
 AE1051* NAD 83(1986)-  26 56 28.     (N)    099 18 17.     (W)     SCALED    
 AE1051* NAVD 88     -       104.314  (meters)     342.24   (feet)  ADJUSTED  
 AE1051  ___________________________________________________________________
 AE1051  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AE1051  DYNAMIC HT  -         104.145 (meters)     341.68  (feet)  COMP
 AE1051  MODELED GRAV-     979,032.5   (mgal)                       NAVD 88
 AE1051
 AE1051  VERT ORDER  -  FIRST     CLASS II
 AE1051
 AE1051.The horizontal coordinates were scaled from a topographic map and have
 AE1051.an estimated accuracy of +/- 6 seconds.
 AE1051
 AE1051.The orthometric height was determined by differential leveling
 AE1051.and adjusted by the National Geodetic Survey in June 1991..
 AE1051.WARNING-Repeat measurements at this control monument indicate possible
 AE1051.vertical movement.
 AE1051
 AE1051.The geoid height was determined by GEOID03.
 AE1051
 AE1051.The dynamic height is computed by dividing the NAVD 88
 AE1051.geopotential number by the normal gravity value computed on the
 AE1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1051.degrees latitude (g = 980.6199 gals.).
 AE1051
 AE1051.The modeled gravity was interpolated from observed gravity values.
 AE1051
 AE1051;                    North         East    Units  Estimated Accuracy
 AE1051;SPC TX S     - 5,141,450.      220,100.      MT  (+/- 180 meters Scaled)
 AE1051
 AE1051                          SUPERSEDED SURVEY CONTROL
 AE1051
 AE1051  NGVD 29 (??/??/92)  104.354  (m)          342.37   (f) ADJ UNCH    1 2
 AE1051
 AE1051.Superseded values are not recommended for survey control.
 AE1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1051.See file dsdata.txt to determine how the superseded data were derived.
 AE1051
 AE1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ697799(NAD 83)
 AE1051_MARKER: DD = SURVEY DISK
 AE1051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1051_SP_SET: CULVERT
 AE1051_STAMPING: F R - 10 1956
 AE1051_MARK LOGO: IBWC  
 AE1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1051
 AE1051  HISTORY     - Date     Condition        Report By
 AE1051  HISTORY     - 1956     MONUMENTED       IBWC
 AE1051  HISTORY     - 1956     GOOD             NGS
 AE1051  HISTORY     - 1981     GOOD             NGS
 AE1051
 AE1051                          STATION DESCRIPTION
 AE1051
 AE1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1051'3.1 MI NW FROM ZAPATA.
 AE1051'3.1 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1051'ZAPATA, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AE1051'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A TWIN 36
 AE1051'INCH CONCRETE PIPE CULVERT.
 AE1051
 AE1051                          STATION RECOVERY (1981)
 AE1051
 AE1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1049 ***********************************************************************
 AE1049  DESIGNATION -  FR 11 IBWC
 AE1049  PID         -  AE1049
 AE1049  STATE/COUNTY-  TX/ZAPATA
 AE1049  USGS QUAD   -  ZAPATA (1979)
 AE1049
 AE1049                         *CURRENT SURVEY CONTROL
 AE1049  ___________________________________________________________________
 AE1049* NAD 83(1986)-  26 55 51.     (N)    099 17 41.     (W)     SCALED    
 AE1049* NAVD 88     -       118.612  (meters)     389.15   (feet)  ADJUSTED  
 AE1049  ___________________________________________________________________
 AE1049  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AE1049  DYNAMIC HT  -         118.421 (meters)     388.52  (feet)  COMP
 AE1049  MODELED GRAV-     979,031.3   (mgal)                       NAVD 88
 AE1049
 AE1049  VERT ORDER  -  FIRST     CLASS II
 AE1049
 AE1049.The horizontal coordinates were scaled from a topographic map and have
 AE1049.an estimated accuracy of +/- 6 seconds.
 AE1049
 AE1049.The orthometric height was determined by differential leveling
 AE1049.and adjusted by the National Geodetic Survey in June 1991..
 AE1049.WARNING-Repeat measurements at this control monument indicate possible
 AE1049.vertical movement.
 AE1049
 AE1049.The geoid height was determined by GEOID03.
 AE1049
 AE1049.The dynamic height is computed by dividing the NAVD 88
 AE1049.geopotential number by the normal gravity value computed on the
 AE1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1049.degrees latitude (g = 980.6199 gals.).
 AE1049
 AE1049.The modeled gravity was interpolated from observed gravity values.
 AE1049
 AE1049;                    North         East    Units  Estimated Accuracy
 AE1049;SPC TX S     - 5,140,310.      221,080.      MT  (+/- 180 meters Scaled)
 AE1049
 AE1049                          SUPERSEDED SURVEY CONTROL
 AE1049
 AE1049  NGVD 29 (??/??/92)  118.640  (m)          389.24   (f) ADJ UNCH    1 2
 AE1049
 AE1049.Superseded values are not recommended for survey control.
 AE1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1049.See file dsdata.txt to determine how the superseded data were derived.
 AE1049
 AE1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ707788(NAD 83)
 AE1049_MARKER: DD = SURVEY DISK
 AE1049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1049_SP_SET: CULVERT
 AE1049_STAMPING: F R - 11 1956
 AE1049_MARK LOGO: IBWC  
 AE1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1049
 AE1049  HISTORY     - Date     Condition        Report By
 AE1049  HISTORY     - 1956     MONUMENTED       IBWC
 AE1049  HISTORY     - 1956     GOOD             NGS
 AE1049  HISTORY     - 1981     GOOD             NGS
 AE1049
 AE1049                          STATION DESCRIPTION
 AE1049
 AE1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1049'2.2 MI NW FROM ZAPATA.
 AE1049'2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1049'ZAPATA, 24 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AE1049'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A SMALL PIPE
 AE1049'CULVERT.
 AE1049
 AE1049                          STATION RECOVERY (1981)
 AE1049
 AE1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1048 ***********************************************************************
 AE1048  DESIGNATION -  FR 12 IBWC
 AE1048  PID         -  AE1048
 AE1048  STATE/COUNTY-  TX/ZAPATA
 AE1048  USGS QUAD   -  ZAPATA (1979)
 AE1048
 AE1048                         *CURRENT SURVEY CONTROL
 AE1048  ___________________________________________________________________
 AE1048* NAD 83(1986)-  26 55 11.     (N)    099 17 01.     (W)     SCALED    
 AE1048* NAVD 88     -       124.716  (meters)     409.17   (feet)  ADJUSTED  
 AE1048  ___________________________________________________________________
 AE1048  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AE1048  DYNAMIC HT  -         124.514 (meters)     408.51  (feet)  COMP
 AE1048  MODELED GRAV-     979,030.7   (mgal)                       NAVD 88
 AE1048
 AE1048  VERT ORDER  -  FIRST     CLASS II
 AE1048
 AE1048.The horizontal coordinates were scaled from a topographic map and have
 AE1048.an estimated accuracy of +/- 6 seconds.
 AE1048
 AE1048.The orthometric height was determined by differential leveling
 AE1048.and adjusted by the National Geodetic Survey in June 1991..
 AE1048.WARNING-Repeat measurements at this control monument indicate possible
 AE1048.vertical movement.
 AE1048
 AE1048.The geoid height was determined by GEOID03.
 AE1048
 AE1048.The dynamic height is computed by dividing the NAVD 88
 AE1048.geopotential number by the normal gravity value computed on the
 AE1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1048.degrees latitude (g = 980.6199 gals.).
 AE1048
 AE1048.The modeled gravity was interpolated from observed gravity values.
 AE1048
 AE1048;                    North         East    Units  Estimated Accuracy
 AE1048;SPC TX S     - 5,139,070.      222,180.      MT  (+/- 180 meters Scaled)
 AE1048
 AE1048                          SUPERSEDED SURVEY CONTROL
 AE1048
 AE1048  NGVD 29 (??/??/92)  124.757  (m)          409.31   (f) ADJ UNCH    1 2
 AE1048
 AE1048.Superseded values are not recommended for survey control.
 AE1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1048.See file dsdata.txt to determine how the superseded data were derived.
 AE1048
 AE1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ718775(NAD 83)
 AE1048_MARKER: DD = SURVEY DISK
 AE1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1048_STAMPING: F R - 12 1956
 AE1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1048+STABILITY: SURFACE MOTION
 AE1048
 AE1048  HISTORY     - Date     Condition        Report By
 AE1048  HISTORY     - 1956     MONUMENTED       IBWC
 AE1048  HISTORY     - 1956     GOOD             NGS
 AE1048  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1048
 AE1048                          STATION DESCRIPTION
 AE1048
 AE1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1048'1.1 MI NW FROM ZAPATA.
 AE1048'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1048'ZAPATA, 59 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET
 AE1048'NORTHWEST OF A POWER POLE, 31 FEET NORTHEAST OF A POWER POLE, 2.5 FEET
 AE1048'NORTH OF A FENCE CORNER, 1.5 FEET SOUTHEAST OF A WITNESS POST, SET IN
 AE1048'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AE1048
 AE1048                          STATION RECOVERY (1981)
 AE1048
 AE1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1048'MARK NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1045 ***********************************************************************
 AE1045  DESIGNATION -  FR 13 IBWC
 AE1045  PID         -  AE1045
 AE1045  STATE/COUNTY-  TX/ZAPATA
 AE1045  USGS QUAD   -  ZAPATA (1979)
 AE1045
 AE1045                         *CURRENT SURVEY CONTROL
 AE1045  ___________________________________________________________________
 AE1045* NAD 83(1986)-  26 53 14.     (N)    099 15 40.     (W)     SCALED    
 AE1045* NAVD 88     -        96.158  (meters)     315.48   (feet)  ADJUSTED  
 AE1045  ___________________________________________________________________
 AE1045  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AE1045  DYNAMIC HT  -          96.002 (meters)     314.97  (feet)  COMP
 AE1045  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 AE1045
 AE1045  VERT ORDER  -  FIRST     CLASS II
 AE1045
 AE1045.The horizontal coordinates were scaled from a topographic map and have
 AE1045.an estimated accuracy of +/- 6 seconds.
 AE1045
 AE1045.The orthometric height was determined by differential leveling
 AE1045.and adjusted by the National Geodetic Survey in June 1991..
 AE1045
 AE1045.The geoid height was determined by GEOID03.
 AE1045
 AE1045.The dynamic height is computed by dividing the NAVD 88
 AE1045.geopotential number by the normal gravity value computed on the
 AE1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1045.degrees latitude (g = 980.6199 gals.).
 AE1045
 AE1045.The modeled gravity was interpolated from observed gravity values.
 AE1045
 AE1045;                    North         East    Units  Estimated Accuracy
 AE1045;SPC TX S     - 5,135,460.      224,390.      MT  (+/- 180 meters Scaled)
 AE1045
 AE1045                          SUPERSEDED SURVEY CONTROL
 AE1045
 AE1045  NGVD 29 (??/??/92)   96.204  (m)          315.63   (f) ADJ UNCH    1 2
 AE1045
 AE1045.Superseded values are not recommended for survey control.
 AE1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1045.See file dsdata.txt to determine how the superseded data were derived.
 AE1045
 AE1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ740739(NAD 83)
 AE1045_MARKER: DD = SURVEY DISK
 AE1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1045_SP_SET: CURB
 AE1045_STAMPING: F R - 13 1956
 AE1045_MARK LOGO: IBWC  
 AE1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1045
 AE1045  HISTORY     - Date     Condition        Report By
 AE1045  HISTORY     - 1956     MONUMENTED       IBWC
 AE1045  HISTORY     - 1956     GOOD             NGS
 AE1045  HISTORY     - 1981     GOOD             NGS
 AE1045
 AE1045                          STATION DESCRIPTION
 AE1045
 AE1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1045'1.5 MI SW FROM ZAPATA.
 AE1045'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1045'ZAPATA, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AE1045'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE CURB OF A
 AE1045'BRIDGE OVER ARROYO VELENO, 0.8 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AE1045
 AE1045                          STATION RECOVERY (1981)
 AE1045
 AE1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1044 ***********************************************************************
 AE1044  DESIGNATION -  FR 14 IBWC
 AE1044  PID         -  AE1044
 AE1044  STATE/COUNTY-  TX/ZAPATA
 AE1044  USGS QUAD   -  ZAPATA (1979)
 AE1044
 AE1044                         *CURRENT SURVEY CONTROL
 AE1044  ___________________________________________________________________
 AE1044* NAD 83(1986)-  26 52 57.     (N)    099 15 31.     (W)     SCALED    
 AE1044* NAVD 88     -        96.150  (meters)     315.45   (feet)  ADJUSTED  
 AE1044  ___________________________________________________________________
 AE1044  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AE1044  DYNAMIC HT  -          95.995 (meters)     314.94  (feet)  COMP
 AE1044  MODELED GRAV-     979,032.0   (mgal)                       NAVD 88
 AE1044
 AE1044  VERT ORDER  -  FIRST     CLASS II
 AE1044
 AE1044.The horizontal coordinates were scaled from a topographic map and have
 AE1044.an estimated accuracy of +/- 6 seconds.
 AE1044
 AE1044.The orthometric height was determined by differential leveling
 AE1044.and adjusted by the National Geodetic Survey in June 1991..
 AE1044
 AE1044.The geoid height was determined by GEOID03.
 AE1044
 AE1044.The dynamic height is computed by dividing the NAVD 88
 AE1044.geopotential number by the normal gravity value computed on the
 AE1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1044.degrees latitude (g = 980.6199 gals.).
 AE1044
 AE1044.The modeled gravity was interpolated from observed gravity values.
 AE1044
 AE1044;                    North         East    Units  Estimated Accuracy
 AE1044;SPC TX S     - 5,134,930.      224,630.      MT  (+/- 180 meters Scaled)
 AE1044
 AE1044                          SUPERSEDED SURVEY CONTROL
 AE1044
 AE1044  NGVD 29 (??/??/92)   96.197  (m)          315.61   (f) ADJ UNCH    1 2
 AE1044
 AE1044.Superseded values are not recommended for survey control.
 AE1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1044.See file dsdata.txt to determine how the superseded data were derived.
 AE1044
 AE1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ743734(NAD 83)
 AE1044_MARKER: DD = SURVEY DISK
 AE1044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1044_SP_SET: CURB
 AE1044_STAMPING: F R - 14 1956
 AE1044_MARK LOGO: IBWC  
 AE1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1044
 AE1044  HISTORY     - Date     Condition        Report By
 AE1044  HISTORY     - 1956     MONUMENTED       IBWC
 AE1044  HISTORY     - 1956     GOOD             NGS
 AE1044  HISTORY     - 1981     GOOD             NGS
 AE1044
 AE1044                          STATION DESCRIPTION
 AE1044
 AE1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1044'1.8 MI SE FROM ZAPATA.
 AE1044'1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1044'ZAPATA, 14.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AE1044'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE CURB OF A
 AE1044'BRIDGE OVER ARROYO VELENO.
 AE1044
 AE1044                          STATION RECOVERY (1981)
 AE1044
 AE1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1040 ***********************************************************************
 AE1040  DESIGNATION -  FR 15 IBWC
 AE1040  PID         -  AE1040
 AE1040  STATE/COUNTY-  TX/ZAPATA
 AE1040  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1040
 AE1040                         *CURRENT SURVEY CONTROL
 AE1040  ___________________________________________________________________
 AE1040* NAD 83(1986)-  26 51 27.     (N)    099 13 59.     (W)     SCALED    
 AE1040* NAVD 88     -       103.527  (meters)     339.65   (feet)  ADJUSTED  
 AE1040  ___________________________________________________________________
 AE1040  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AE1040  DYNAMIC HT  -         103.360 (meters)     339.11  (feet)  COMP
 AE1040  MODELED GRAV-     979,032.9   (mgal)                       NAVD 88
 AE1040
 AE1040  VERT ORDER  -  FIRST     CLASS II
 AE1040
 AE1040.The horizontal coordinates were scaled from a topographic map and have
 AE1040.an estimated accuracy of +/- 6 seconds.
 AE1040
 AE1040.The orthometric height was determined by differential leveling
 AE1040.and adjusted by the National Geodetic Survey in June 1991..
 AE1040.WARNING-Repeat measurements at this control monument indicate possible
 AE1040.vertical movement.
 AE1040
 AE1040.The geoid height was determined by GEOID03.
 AE1040
 AE1040.The dynamic height is computed by dividing the NAVD 88
 AE1040.geopotential number by the normal gravity value computed on the
 AE1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1040.degrees latitude (g = 980.6199 gals.).
 AE1040
 AE1040.The modeled gravity was interpolated from observed gravity values.
 AE1040
 AE1040;                    North         East    Units  Estimated Accuracy
 AE1040;SPC TX S     - 5,132,150.      227,160.      MT  (+/- 180 meters Scaled)
 AE1040
 AE1040                          SUPERSEDED SURVEY CONTROL
 AE1040
 AE1040  NGVD 29 (??/??/92)  103.545  (m)          339.71   (f) ADJ UNCH    1 2
 AE1040
 AE1040.Superseded values are not recommended for survey control.
 AE1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1040.See file dsdata.txt to determine how the superseded data were derived.
 AE1040
 AE1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ768706(NAD 83)
 AE1040_MARKER: DD = SURVEY DISK
 AE1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1040_SP_SET: CULVERT
 AE1040_STAMPING: F R - 15 1956
 AE1040_MARK LOGO: IBWC  
 AE1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1040
 AE1040  HISTORY     - Date     Condition        Report By
 AE1040  HISTORY     - 1956     MONUMENTED       IBWC
 AE1040  HISTORY     - 1956     GOOD             NGS
 AE1040  HISTORY     - 1981     GOOD             NGS
 AE1040
 AE1040                          STATION DESCRIPTION
 AE1040
 AE1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1040'4.3 MI SE FROM ZAPATA.
 AE1040'4.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1040'ZAPATA, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AE1040'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A LARGE
 AE1040'CONCRETE PIPE CULVERT.
 AE1040
 AE1040                          STATION RECOVERY (1981)
 AE1040
 AE1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1039 ***********************************************************************
 AE1039  DESIGNATION -  FR 16 IBWC
 AE1039  PID         -  AE1039
 AE1039  STATE/COUNTY-  TX/ZAPATA
 AE1039  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1039
 AE1039                         *CURRENT SURVEY CONTROL
 AE1039  ___________________________________________________________________
 AE1039* NAD 83(1986)-  26 51 05.     (N)    099 12 59.     (W)     SCALED    
 AE1039* NAVD 88     -       108.734  (meters)     356.74   (feet)  ADJUSTED  
 AE1039  ___________________________________________________________________
 AE1039  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AE1039  DYNAMIC HT  -         108.558 (meters)     356.16  (feet)  COMP
 AE1039  MODELED GRAV-     979,033.1   (mgal)                       NAVD 88
 AE1039
 AE1039  VERT ORDER  -  FIRST     CLASS II
 AE1039
 AE1039.The horizontal coordinates were scaled from a topographic map and have
 AE1039.an estimated accuracy of +/- 6 seconds.
 AE1039
 AE1039.The orthometric height was determined by differential leveling
 AE1039.and adjusted by the National Geodetic Survey in June 1991..
 AE1039
 AE1039.The geoid height was determined by GEOID03.
 AE1039
 AE1039.The dynamic height is computed by dividing the NAVD 88
 AE1039.geopotential number by the normal gravity value computed on the
 AE1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1039.degrees latitude (g = 980.6199 gals.).
 AE1039
 AE1039.The modeled gravity was interpolated from observed gravity values.
 AE1039
 AE1039;                    North         East    Units  Estimated Accuracy
 AE1039;SPC TX S     - 5,131,460.      228,810.      MT  (+/- 180 meters Scaled)
 AE1039
 AE1039                          SUPERSEDED SURVEY CONTROL
 AE1039
 AE1039  NGVD 29 (??/??/92)  108.784  (m)          356.90   (f) ADJ UNCH    1 2
 AE1039
 AE1039.Superseded values are not recommended for survey control.
 AE1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1039.See file dsdata.txt to determine how the superseded data were derived.
 AE1039
 AE1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ785699(NAD 83)
 AE1039_MARKER: DD = SURVEY DISK
 AE1039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1039_SP_SET: CULVERT
 AE1039_STAMPING: F R - 16 1956
 AE1039_MARK LOGO: IBWC  
 AE1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1039
 AE1039  HISTORY     - Date     Condition        Report By
 AE1039  HISTORY     - 1956     MONUMENTED       IBWC
 AE1039  HISTORY     - 1956     GOOD             NGS
 AE1039  HISTORY     - 1981     GOOD             NGS
 AE1039
 AE1039                          STATION DESCRIPTION
 AE1039
 AE1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1039'5.4 MI SE FROM ZAPATA.
 AE1039'5.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1039'ZAPATA, 24 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AE1039'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 24 INCH
 AE1039'PIPE CULVERT.
 AE1039
 AE1039                          STATION RECOVERY (1981)
 AE1039
 AE1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1323 ***********************************************************************
 AE1323  DESIGNATION -  FR 17 IBWC
 AE1323  PID         -  AE1323
 AE1323  STATE/COUNTY-  TX/ZAPATA
 AE1323  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1323
 AE1323                         *CURRENT SURVEY CONTROL
 AE1323  ___________________________________________________________________
 AE1323* NAD 83(1986)-  26 50 44.     (N)    099 12 07.     (W)     SCALED    
 AE1323* NAVD 88     -       118.515  (meters)     388.83   (feet)  ADJUSTED  
 AE1323  ___________________________________________________________________
 AE1323  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 AE1323  DYNAMIC HT  -         118.324 (meters)     388.20  (feet)  COMP
 AE1323  MODELED GRAV-     979,032.4   (mgal)                       NAVD 88
 AE1323
 AE1323  VERT ORDER  -  FIRST     CLASS II
 AE1323
 AE1323.The horizontal coordinates were scaled from a topographic map and have
 AE1323.an estimated accuracy of +/- 6 seconds.
 AE1323
 AE1323.The orthometric height was determined by differential leveling
 AE1323.and adjusted by the National Geodetic Survey in June 1991..
 AE1323
 AE1323.The geoid height was determined by GEOID03.
 AE1323
 AE1323.The dynamic height is computed by dividing the NAVD 88
 AE1323.geopotential number by the normal gravity value computed on the
 AE1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1323.degrees latitude (g = 980.6199 gals.).
 AE1323
 AE1323.The modeled gravity was interpolated from observed gravity values.
 AE1323
 AE1323;                    North         East    Units  Estimated Accuracy
 AE1323;SPC TX S     - 5,130,810.      230,240.      MT  (+/- 180 meters Scaled)
 AE1323
 AE1323                          SUPERSEDED SURVEY CONTROL
 AE1323
 AE1323  NGVD 29 (??/??/92)  118.567  (m)          389.00   (f) ADJ UNCH    1 2
 AE1323
 AE1323.Superseded values are not recommended for survey control.
 AE1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1323.See file dsdata.txt to determine how the superseded data were derived.
 AE1323
 AE1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ799693(NAD 83)
 AE1323_MARKER: DD = SURVEY DISK
 AE1323_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1323_SP_SET: HEADWALL
 AE1323_STAMPING: FR 17 1956
 AE1323_MARK LOGO: IBWC  
 AE1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1323
 AE1323  HISTORY     - Date     Condition        Report By
 AE1323  HISTORY     - 1956     MONUMENTED       IBWC
 AE1323  HISTORY     - 1981     GOOD             NGS
 AE1323
 AE1323                          STATION DESCRIPTION
 AE1323
 AE1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1323'10.2 KM (6.3 MI) SE FROM ZAPATA.
 AE1323'RECOVERED THIS DATE. DESCRIPTION FOLLOWS, 10.2 KM (6.3 MI)
 AE1323'SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF STATE HIGHWAY 16
 AE1323'IN ZAPATA, SET IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
 AE1323'OF A 24 INCH PIPE CULVERT, 7.3 METERS (24.0 FT) SOUTHWEST OF CENTER OF
 AE1323'HIGHWAY.
 AE1323'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1038 ***********************************************************************
 AE1038  DESIGNATION -  FR 18 IBWC
 AE1038  PID         -  AE1038
 AE1038  STATE/COUNTY-  TX/ZAPATA
 AE1038  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1038
 AE1038                         *CURRENT SURVEY CONTROL
 AE1038  ___________________________________________________________________
 AE1038* NAD 83(1986)-  26 50 21.     (N)    099 11 06.     (W)     SCALED    
 AE1038* NAVD 88     -       114.974  (meters)     377.21   (feet)  ADJUSTED  
 AE1038  ___________________________________________________________________
 AE1038  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AE1038  DYNAMIC HT  -         114.788 (meters)     376.60  (feet)  COMP
 AE1038  MODELED GRAV-     979,031.5   (mgal)                       NAVD 88
 AE1038
 AE1038  VERT ORDER  -  FIRST     CLASS II
 AE1038
 AE1038.The horizontal coordinates were scaled from a topographic map and have
 AE1038.an estimated accuracy of +/- 6 seconds.
 AE1038
 AE1038.The orthometric height was determined by differential leveling
 AE1038.and adjusted by the National Geodetic Survey in June 1991..
 AE1038.WARNING-Repeat measurements at this control monument indicate possible
 AE1038.vertical movement.
 AE1038
 AE1038.The geoid height was determined by GEOID03.
 AE1038
 AE1038.The dynamic height is computed by dividing the NAVD 88
 AE1038.geopotential number by the normal gravity value computed on the
 AE1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1038.degrees latitude (g = 980.6199 gals.).
 AE1038
 AE1038.The modeled gravity was interpolated from observed gravity values.
 AE1038
 AE1038;                    North         East    Units  Estimated Accuracy
 AE1038;SPC TX S     - 5,130,090.      231,920.      MT  (+/- 180 meters Scaled)
 AE1038
 AE1038                          SUPERSEDED SURVEY CONTROL
 AE1038
 AE1038  NGVD 29 (??/??/92)  115.025  (m)          377.38   (f) ADJ UNCH    1 2
 AE1038
 AE1038.Superseded values are not recommended for survey control.
 AE1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1038.See file dsdata.txt to determine how the superseded data were derived.
 AE1038
 AE1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ816686(NAD 83)
 AE1038_MARKER: DD = SURVEY DISK
 AE1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1038_STAMPING: F R - 18 1956
 AE1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1038+STABILITY: SURFACE MOTION
 AE1038
 AE1038  HISTORY     - Date     Condition        Report By
 AE1038  HISTORY     - 1956     MONUMENTED       IBWC
 AE1038  HISTORY     - 1956     GOOD             NGS
 AE1038  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1038
 AE1038                          STATION DESCRIPTION
 AE1038
 AE1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1038'7.3 MI SE FROM ZAPATA.
 AE1038'7.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1038'ZAPATA, 59 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 AE1038'NORTHWEST OF A POWER POLE, 1.5 FEET SOUTHWEST OF A FENCE, 2 FEET
 AE1038'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AE1038'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AE1038
 AE1038                          STATION RECOVERY (1981)
 AE1038
 AE1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1038'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1037 ***********************************************************************
 AE1037  DESIGNATION -  FR 19 IBWC
 AE1037  PID         -  AE1037
 AE1037  STATE/COUNTY-  TX/ZAPATA
 AE1037  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1037
 AE1037                         *CURRENT SURVEY CONTROL
 AE1037  ___________________________________________________________________
 AE1037* NAD 83(1986)-  26 49 49.     (N)    099 10 30.     (W)     SCALED    
 AE1037* NAVD 88     -       113.977  (meters)     373.94   (feet)  ADJUSTED  
 AE1037  ___________________________________________________________________
 AE1037  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AE1037  DYNAMIC HT  -         113.792 (meters)     373.33  (feet)  COMP
 AE1037  MODELED GRAV-     979,030.9   (mgal)                       NAVD 88
 AE1037
 AE1037  VERT ORDER  -  FIRST     CLASS II
 AE1037
 AE1037.The horizontal coordinates were scaled from a topographic map and have
 AE1037.an estimated accuracy of +/- 6 seconds.
 AE1037
 AE1037.The orthometric height was determined by differential leveling
 AE1037.and adjusted by the National Geodetic Survey in June 1991..
 AE1037.WARNING-Repeat measurements at this control monument indicate possible
 AE1037.vertical movement.
 AE1037
 AE1037.The geoid height was determined by GEOID03.
 AE1037
 AE1037.The dynamic height is computed by dividing the NAVD 88
 AE1037.geopotential number by the normal gravity value computed on the
 AE1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1037.degrees latitude (g = 980.6199 gals.).
 AE1037
 AE1037.The modeled gravity was interpolated from observed gravity values.
 AE1037
 AE1037;                    North         East    Units  Estimated Accuracy
 AE1037;SPC TX S     - 5,129,100.      232,910.      MT  (+/- 180 meters Scaled)
 AE1037
 AE1037                          SUPERSEDED SURVEY CONTROL
 AE1037
 AE1037  NGVD 29 (??/??/92)  113.999  (m)          374.01   (f) ADJ UNCH    1 2
 AE1037
 AE1037.Superseded values are not recommended for survey control.
 AE1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1037.See file dsdata.txt to determine how the superseded data were derived.
 AE1037
 AE1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ826676(NAD 83)
 AE1037_MARKER: DD = SURVEY DISK
 AE1037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1037_SP_SET: CULVERT
 AE1037_STAMPING: F R - 19 1956
 AE1037_MARK LOGO: IBWC  
 AE1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1037
 AE1037  HISTORY     - Date     Condition        Report By
 AE1037  HISTORY     - 1956     MONUMENTED       IBWC
 AE1037  HISTORY     - 1956     GOOD             NGS
 AE1037  HISTORY     - 1981     GOOD             NGS
 AE1037
 AE1037                          STATION DESCRIPTION
 AE1037
 AE1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1037'8.2 MI SE FROM ZAPATA.
 AE1037'8.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1037'ZAPATA, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 MILE
 AE1037'NORTHWEST OF BENCH MARK F R - 20 (I.B. AND W.C.), SET IN THE TOP OF
 AE1037'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF AN 18 INCH PIPE
 AE1037'CULVERT.
 AE1037
 AE1037                          STATION RECOVERY (1981)
 AE1037
 AE1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0795 ***********************************************************************
 AJ0795  DESIGNATION -  FR 2 IBWC
 AJ0795  PID         -  AJ0795
 AJ0795  STATE/COUNTY-  TX/ZAPATA
 AJ0795  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0795
 AJ0795                         *CURRENT SURVEY CONTROL
 AJ0795  ___________________________________________________________________
 AJ0795* NAD 83(1986)-  27 01 58.     (N)    099 25 30.     (W)     SCALED    
 AJ0795* NAVD 88     -       109.093  (meters)     357.92   (feet)  ADJUSTED  
 AJ0795  ___________________________________________________________________
 AJ0795  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AJ0795  DYNAMIC HT  -         108.918 (meters)     357.34  (feet)  COMP
 AJ0795  MODELED GRAV-     979,043.1   (mgal)                       NAVD 88
 AJ0795
 AJ0795  VERT ORDER  -  FIRST     CLASS II
 AJ0795
 AJ0795.The horizontal coordinates were scaled from a topographic map and have
 AJ0795.an estimated accuracy of +/- 6 seconds.
 AJ0795
 AJ0795.The orthometric height was determined by differential leveling
 AJ0795.and adjusted by the National Geodetic Survey in June 1991..
 AJ0795
 AJ0795.The geoid height was determined by GEOID03.
 AJ0795
 AJ0795.The dynamic height is computed by dividing the NAVD 88
 AJ0795.geopotential number by the normal gravity value computed on the
 AJ0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0795.degrees latitude (g = 980.6199 gals.).
 AJ0795
 AJ0795.The modeled gravity was interpolated from observed gravity values.
 AJ0795
 AJ0795;                    North         East    Units  Estimated Accuracy
 AJ0795;SPC TX S     - 5,151,690.      208,230.      MT  (+/- 180 meters Scaled)
 AJ0795
 AJ0795                          SUPERSEDED SURVEY CONTROL
 AJ0795
 AJ0795  NGVD 29 (??/??/92)  109.153  (m)          358.11   (f) ADJ UNCH    1 2
 AJ0795
 AJ0795.Superseded values are not recommended for survey control.
 AJ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0795.See file dsdata.txt to determine how the superseded data were derived.
 AJ0795
 AJ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ578901(NAD 83)
 AJ0795_MARKER: DD = SURVEY DISK
 AJ0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0795_STAMPING: F R - 2 1956
 AJ0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0795+STABILITY: SURFACE MOTION
 AJ0795
 AJ0795  HISTORY     - Date     Condition        Report By
 AJ0795  HISTORY     - 1956     MONUMENTED       IBWC
 AJ0795  HISTORY     - 1956     GOOD             NGS
 AJ0795  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0795
 AJ0795                          STATION DESCRIPTION
 AJ0795
 AJ0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AJ0795'1.4 MI SE FROM SAN YGNACIO.
 AJ0795'0.2 MILE EAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE CATHOLIC
 AJ0795'CHURCH AT SAN YGNACIO, THENCE 1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY
 AJ0795'83, 294 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 AJ0795'SOUTHWEST, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.7
 AJ0795'FEET NORTH OF A POWER POLE, 3.2 FEET NORTHWEST OF A CONCRETE HIGHWAY
 AJ0795'RIGHT OF WAY MARKER, 2.4 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF
 AJ0795'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AJ0795
 AJ0795                          STATION RECOVERY (1981)
 AJ0795
 AJ0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0795'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1035 ***********************************************************************
 AE1035  DESIGNATION -  FR 20 IBWC
 AE1035  PID         -  AE1035
 AE1035  STATE/COUNTY-  TX/ZAPATA
 AE1035  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1035
 AE1035                         *CURRENT SURVEY CONTROL
 AE1035  ___________________________________________________________________
 AE1035* NAD 83(1986)-  26 49 10.     (N)    099 09 42.     (W)     SCALED    
 AE1035* NAVD 88     -       134.234  (meters)     440.40   (feet)  ADJUSTED  
 AE1035  ___________________________________________________________________
 AE1035  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AE1035  DYNAMIC HT  -         134.017 (meters)     439.69  (feet)  COMP
 AE1035  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 AE1035
 AE1035  VERT ORDER  -  FIRST     CLASS II
 AE1035
 AE1035.The horizontal coordinates were scaled from a topographic map and have
 AE1035.an estimated accuracy of +/- 6 seconds.
 AE1035
 AE1035.The orthometric height was determined by differential leveling
 AE1035.and adjusted by the National Geodetic Survey in June 1991..
 AE1035
 AE1035.The geoid height was determined by GEOID03.
 AE1035
 AE1035.The dynamic height is computed by dividing the NAVD 88
 AE1035.geopotential number by the normal gravity value computed on the
 AE1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1035.degrees latitude (g = 980.6199 gals.).
 AE1035
 AE1035.The modeled gravity was interpolated from observed gravity values.
 AE1035
 AE1035;                    North         East    Units  Estimated Accuracy
 AE1035;SPC TX S     - 5,127,890.      234,230.      MT  (+/- 180 meters Scaled)
 AE1035
 AE1035                          SUPERSEDED SURVEY CONTROL
 AE1035
 AE1035  NGVD 29 (??/??/92)  134.283  (m)          440.56   (f) ADJ UNCH    1 2
 AE1035
 AE1035.Superseded values are not recommended for survey control.
 AE1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1035.See file dsdata.txt to determine how the superseded data were derived.
 AE1035
 AE1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ839664(NAD 83)
 AE1035_MARKER: DD = SURVEY DISK
 AE1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1035_SP_SET: CULVERT
 AE1035_STAMPING: F R - 20 1956
 AE1035_MARK LOGO: IBWC  
 AE1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1035
 AE1035  HISTORY     - Date     Condition        Report By
 AE1035  HISTORY     - 1956     MONUMENTED       IBWC
 AE1035  HISTORY     - 1956     GOOD             NGS
 AE1035  HISTORY     - 1981     GOOD             NGS
 AE1035
 AE1035                          STATION DESCRIPTION
 AE1035
 AE1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1035'8.5 MI NW FROM LOPENO.
 AE1035'8.5 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AE1035'LOPENO, AT A POWER LINE CROSSING, 26 FEET NORTHEAST OF THE CENTER LINE
 AE1035'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 AE1035'HEADWALL OF A 36 INCH PIPE CULVERT.
 AE1035
 AE1035                          STATION RECOVERY (1981)
 AE1035
 AE1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1035'RECOVERED THIS DATE.  ALSO 16.1 KM (10.0 MI) SOUTHEAST ALONG U.S.
 AE1035'HIGHWAY 83 FROM THE JUNCTION OF STATE ROUTE 16 IN ZAPATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1034 ***********************************************************************
 AE1034  DESIGNATION -  FR 21 IBWC
 AE1034  PID         -  AE1034
 AE1034  STATE/COUNTY-  TX/ZAPATA
 AE1034  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1034
 AE1034                         *CURRENT SURVEY CONTROL
 AE1034  ___________________________________________________________________
 AE1034* NAD 83(1986)-  26 48 38.     (N)    099 09 03.     (W)     SCALED    
 AE1034* NAVD 88     -       129.683  (meters)     425.47   (feet)  ADJUSTED  
 AE1034  ___________________________________________________________________
 AE1034  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AE1034  DYNAMIC HT  -         129.473 (meters)     424.78  (feet)  COMP
 AE1034  MODELED GRAV-     979,029.3   (mgal)                       NAVD 88
 AE1034
 AE1034  VERT ORDER  -  FIRST     CLASS II
 AE1034
 AE1034.The horizontal coordinates were scaled from a topographic map and have
 AE1034.an estimated accuracy of +/- 6 seconds.
 AE1034
 AE1034.The orthometric height was determined by differential leveling
 AE1034.and adjusted by the National Geodetic Survey in June 1991..
 AE1034
 AE1034.The geoid height was determined by GEOID03.
 AE1034
 AE1034.The dynamic height is computed by dividing the NAVD 88
 AE1034.geopotential number by the normal gravity value computed on the
 AE1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1034.degrees latitude (g = 980.6199 gals.).
 AE1034
 AE1034.The modeled gravity was interpolated from observed gravity values.
 AE1034
 AE1034;                    North         East    Units  Estimated Accuracy
 AE1034;SPC TX S     - 5,126,900.      235,300.      MT  (+/- 180 meters Scaled)
 AE1034
 AE1034                          SUPERSEDED SURVEY CONTROL
 AE1034
 AE1034  NGVD 29 (??/??/92)  129.730  (m)          425.62   (f) ADJ UNCH    1 2
 AE1034
 AE1034.Superseded values are not recommended for survey control.
 AE1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1034.See file dsdata.txt to determine how the superseded data were derived.
 AE1034
 AE1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ850654(NAD 83)
 AE1034_MARKER: DD = SURVEY DISK
 AE1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1034_STAMPING: F R - 21 1956
 AE1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1034+STABILITY: SURFACE MOTION
 AE1034
 AE1034  HISTORY     - Date     Condition        Report By
 AE1034  HISTORY     - 1956     MONUMENTED       IBWC
 AE1034  HISTORY     - 1956     GOOD             NGS
 AE1034  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1034
 AE1034                          STATION DESCRIPTION
 AE1034
 AE1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1034'7.6 MI N FROM LOPENO.
 AE1034'7.6 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1034'129 FEET NORTHWEST OF THE CENTER OF A GATE, 59 FEET SOUTHWEST OF THE
 AE1034'CENTER LINE OF THE HIGHWAY, 7.5 FEET NORTHWEST OF A TELEPHONE POLE,
 AE1034'1.5 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET
 AE1034'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AE1034'GROUND.
 AE1034
 AE1034                          STATION RECOVERY (1981)
 AE1034
 AE1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1034'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1033 ***********************************************************************
 AE1033  DESIGNATION -  FR 22 IBWC
 AE1033  PID         -  AE1033
 AE1033  STATE/COUNTY-  TX/ZAPATA
 AE1033  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1033
 AE1033                         *CURRENT SURVEY CONTROL
 AE1033  ___________________________________________________________________
 AE1033* NAD 83(1986)-  26 48 03.     (N)    099 08 19.     (W)     SCALED    
 AE1033* NAVD 88     -       130.107  (meters)     426.86   (feet)  ADJUSTED  
 AE1033  ___________________________________________________________________
 AE1033  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AE1033  DYNAMIC HT  -         129.896 (meters)     426.17  (feet)  COMP
 AE1033  MODELED GRAV-     979,028.4   (mgal)                       NAVD 88
 AE1033
 AE1033  VERT ORDER  -  FIRST     CLASS II
 AE1033
 AE1033.The horizontal coordinates were scaled from a topographic map and have
 AE1033.an estimated accuracy of +/- 6 seconds.
 AE1033
 AE1033.The orthometric height was determined by differential leveling
 AE1033.and adjusted by the National Geodetic Survey in June 1991..
 AE1033
 AE1033.The geoid height was determined by GEOID03.
 AE1033
 AE1033.The dynamic height is computed by dividing the NAVD 88
 AE1033.geopotential number by the normal gravity value computed on the
 AE1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1033.degrees latitude (g = 980.6199 gals.).
 AE1033
 AE1033.The modeled gravity was interpolated from observed gravity values.
 AE1033
 AE1033;                    North         East    Units  Estimated Accuracy
 AE1033;SPC TX S     - 5,125,820.      236,510.      MT  (+/- 180 meters Scaled)
 AE1033
 AE1033                          SUPERSEDED SURVEY CONTROL
 AE1033
 AE1033  NGVD 29 (??/??/92)  130.154  (m)          427.01   (f) ADJ UNCH    1 2
 AE1033
 AE1033.Superseded values are not recommended for survey control.
 AE1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1033.See file dsdata.txt to determine how the superseded data were derived.
 AE1033
 AE1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ862643(NAD 83)
 AE1033_MARKER: DD = SURVEY DISK
 AE1033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1033_SP_SET: CULVERT
 AE1033_STAMPING: F R - 22 1956
 AE1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1033
 AE1033  HISTORY     - Date     Condition        Report By
 AE1033  HISTORY     - 1956     MONUMENTED       IBWC
 AE1033  HISTORY     - 1956     GOOD             NGS
 AE1033  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1033
 AE1033                          STATION DESCRIPTION
 AE1033
 AE1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1033'6.6 MI N FROM LOPENO.
 AE1033'6.6 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1033'25 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 AE1033'THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 30 INCH PIPE CULVERT.
 AE1033
 AE1033                          STATION RECOVERY (1981)
 AE1033
 AE1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1033'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1032 ***********************************************************************
 AE1032  DESIGNATION -  FR 23 IBWC
 AE1032  PID         -  AE1032
 AE1032  STATE/COUNTY-  TX/ZAPATA
 AE1032  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1032
 AE1032                         *CURRENT SURVEY CONTROL
 AE1032  ___________________________________________________________________
 AE1032* NAD 83(1986)-  26 47 26.     (N)    099 07 39.     (W)     SCALED    
 AE1032* NAVD 88     -       118.237  (meters)     387.92   (feet)  ADJUSTED  
 AE1032  ___________________________________________________________________
 AE1032  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AE1032  DYNAMIC HT  -         118.046 (meters)     387.29  (feet)  COMP
 AE1032  MODELED GRAV-     979,027.6   (mgal)                       NAVD 88
 AE1032
 AE1032  VERT ORDER  -  FIRST     CLASS II
 AE1032
 AE1032.The horizontal coordinates were scaled from a topographic map and have
 AE1032.an estimated accuracy of +/- 6 seconds.
 AE1032
 AE1032.The orthometric height was determined by differential leveling
 AE1032.and adjusted by the National Geodetic Survey in June 1991..
 AE1032.WARNING-Repeat measurements at this control monument indicate possible
 AE1032.vertical movement.
 AE1032
 AE1032.The geoid height was determined by GEOID03.
 AE1032
 AE1032.The dynamic height is computed by dividing the NAVD 88
 AE1032.geopotential number by the normal gravity value computed on the
 AE1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1032.degrees latitude (g = 980.6199 gals.).
 AE1032
 AE1032.The modeled gravity was interpolated from observed gravity values.
 AE1032
 AE1032;                    North         East    Units  Estimated Accuracy
 AE1032;SPC TX S     - 5,124,670.      237,610.      MT  (+/- 180 meters Scaled)
 AE1032
 AE1032                          SUPERSEDED SURVEY CONTROL
 AE1032
 AE1032  NGVD 29 (??/??/92)  118.259  (m)          387.99   (f) ADJ UNCH    1 2
 AE1032
 AE1032.Superseded values are not recommended for survey control.
 AE1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1032.See file dsdata.txt to determine how the superseded data were derived.
 AE1032
 AE1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ873632(NAD 83)
 AE1032_MARKER: DD = SURVEY DISK
 AE1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1032_SP_SET: CULVERT
 AE1032_STAMPING: F R - 23 1956
 AE1032_MARK LOGO: IBWC  
 AE1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1032
 AE1032  HISTORY     - Date     Condition        Report By
 AE1032  HISTORY     - 1956     MONUMENTED       IBWC
 AE1032  HISTORY     - 1956     GOOD             NGS
 AE1032  HISTORY     - 1981     GOOD             NGS
 AE1032
 AE1032                          STATION DESCRIPTION
 AE1032
 AE1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1032'5.6 MI N FROM LOPENO.
 AE1032'5.6 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1032'0.1 MILE SOUTHEAST OF A CURVE IN THE HIGHWAY, 0.1 MILE SOUTHEAST OF A
 AE1032'STUCCO HOUSE, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 AE1032'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 24 INCH
 AE1032'PIPE CULVERT.
 AE1032
 AE1032                          STATION RECOVERY (1981)
 AE1032
 AE1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1029 ***********************************************************************
 AE1029  DESIGNATION -  FR 24
 AE1029  PID         -  AE1029
 AE1029  STATE/COUNTY-  TX/ZAPATA
 AE1029  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1029
 AE1029                         *CURRENT SURVEY CONTROL
 AE1029  ___________________________________________________________________
 AE1029* NAD 83(1986)-  26 46 05.     (N)    099 06 59.     (W)     SCALED    
 AE1029* NAVD 88     -       113.730  (meters)     373.13   (feet)  ADJUSTED  
 AE1029  ___________________________________________________________________
 AE1029  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AE1029  DYNAMIC HT  -         113.546 (meters)     372.53  (feet)  COMP
 AE1029  MODELED GRAV-     979,026.1   (mgal)                       NAVD 88
 AE1029
 AE1029  VERT ORDER  -  FIRST     CLASS II
 AE1029
 AE1029.The horizontal coordinates were scaled from a topographic map and have
 AE1029.an estimated accuracy of +/- 6 seconds.
 AE1029
 AE1029.The orthometric height was determined by differential leveling
 AE1029.and adjusted by the National Geodetic Survey in June 1991..
 AE1029.WARNING-Repeat measurements at this control monument indicate possible
 AE1029.vertical movement.
 AE1029
 AE1029.The geoid height was determined by GEOID03.
 AE1029
 AE1029.The dynamic height is computed by dividing the NAVD 88
 AE1029.geopotential number by the normal gravity value computed on the
 AE1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1029.degrees latitude (g = 980.6199 gals.).
 AE1029
 AE1029.The modeled gravity was interpolated from observed gravity values.
 AE1029
 AE1029;                    North         East    Units  Estimated Accuracy
 AE1029;SPC TX S     - 5,122,170.      238,700.      MT  (+/- 180 meters Scaled)
 AE1029
 AE1029                          SUPERSEDED SURVEY CONTROL
 AE1029
 AE1029  NGVD 29 (??/??/92)  113.781  (m)          373.30   (f) ADJ UNCH    1 2
 AE1029
 AE1029.Superseded values are not recommended for survey control.
 AE1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1029.See file dsdata.txt to determine how the superseded data were derived.
 AE1029
 AE1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ884607(NAD 83)
 AE1029_MARKER: DD = SURVEY DISK
 AE1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1029_STAMPING: F R - 24 1956
 AE1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1029+STABILITY: SURFACE MOTION
 AE1029
 AE1029  HISTORY     - Date     Condition        Report By
 AE1029  HISTORY     - 1956     MONUMENTED       IBWC
 AE1029  HISTORY     - 1956     GOOD             NGS
 AE1029
 AE1029                          STATION DESCRIPTION
 AE1029
 AE1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1029'4.0 MI N FROM LOPENO.
 AE1029'4.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1029'59 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTH OF
 AE1029'A FENCE CORNER, 1.2 FEET SOUTHWEST OF A FENCE, 2.5 FEET NORTH OF A
 AE1029'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AE1029'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1028 ***********************************************************************
 AE1028  DESIGNATION -  FR 25
 AE1028  PID         -  AE1028
 AE1028  STATE/COUNTY-  TX/ZAPATA
 AE1028  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1028
 AE1028                         *CURRENT SURVEY CONTROL
 AE1028  ___________________________________________________________________
 AE1028* NAD 83(1986)-  26 45 11.     (N)    099 06 49.     (W)     SCALED    
 AE1028* NAVD 88     -       109.483  (meters)     359.20   (feet)  ADJUSTED  
 AE1028  ___________________________________________________________________
 AE1028  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AE1028  DYNAMIC HT  -         109.306 (meters)     358.61  (feet)  COMP
 AE1028  MODELED GRAV-     979,025.3   (mgal)                       NAVD 88
 AE1028
 AE1028  VERT ORDER  -  FIRST     CLASS II
 AE1028
 AE1028.The horizontal coordinates were scaled from a topographic map and have
 AE1028.an estimated accuracy of +/- 6 seconds.
 AE1028
 AE1028.The orthometric height was determined by differential leveling
 AE1028.and adjusted by the National Geodetic Survey in June 1991..
 AE1028
 AE1028.The geoid height was determined by GEOID03.
 AE1028
 AE1028.The dynamic height is computed by dividing the NAVD 88
 AE1028.geopotential number by the normal gravity value computed on the
 AE1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1028.degrees latitude (g = 980.6199 gals.).
 AE1028
 AE1028.The modeled gravity was interpolated from observed gravity values.
 AE1028
 AE1028;                    North         East    Units  Estimated Accuracy
 AE1028;SPC TX S     - 5,120,510.      238,970.      MT  (+/- 180 meters Scaled)
 AE1028
 AE1028                          SUPERSEDED SURVEY CONTROL
 AE1028
 AE1028  NGVD 29 (??/??/92)  109.537  (m)          359.37   (f) ADJ UNCH    1 2
 AE1028
 AE1028.Superseded values are not recommended for survey control.
 AE1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1028.See file dsdata.txt to determine how the superseded data were derived.
 AE1028
 AE1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ887590(NAD 83)
 AE1028_MARKER: DD = SURVEY DISK
 AE1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1028_STAMPING: F R - 25 11 F 865
 AE1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1028+STABILITY: SURFACE MOTION
 AE1028
 AE1028  HISTORY     - Date     Condition        Report By
 AE1028  HISTORY     - 1956     MONUMENTED       IBWC
 AE1028  HISTORY     - 1956     GOOD             NGS
 AE1028
 AE1028                          STATION DESCRIPTION
 AE1028
 AE1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1028'2.9 MI N FROM LOPENO.
 AE1028'2.9 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1028'ACROSS THE HIGHWAY FROM A ROADSIDE PARK, 88 FEET EAST OF THE CENTER
 AE1028'LINE OF THE HIGHWAY, 17.5 FEET EAST OF A FENCE, 1.2 FEET SOUTH OF A
 AE1028'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AE1028'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1027 ***********************************************************************
 AE1027  DESIGNATION -  FR 26 IBWC
 AE1027  PID         -  AE1027
 AE1027  STATE/COUNTY-  TX/ZAPATA
 AE1027  USGS QUAD   -  LOPENO (1965)
 AE1027
 AE1027                         *CURRENT SURVEY CONTROL
 AE1027  ___________________________________________________________________
 AE1027* NAD 83(1986)-  26 44 28.     (N)    099 06 48.     (W)     SCALED    
 AE1027* NAVD 88     -        96.120  (meters)     315.35   (feet)  ADJUSTED  
 AE1027  ___________________________________________________________________
 AE1027  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AE1027  DYNAMIC HT  -          95.964 (meters)     314.84  (feet)  COMP
 AE1027  MODELED GRAV-     979,024.8   (mgal)                       NAVD 88
 AE1027
 AE1027  VERT ORDER  -  FIRST     CLASS II
 AE1027
 AE1027.The horizontal coordinates were scaled from a topographic map and have
 AE1027.an estimated accuracy of +/- 6 seconds.
 AE1027
 AE1027.The orthometric height was determined by differential leveling
 AE1027.and adjusted by the National Geodetic Survey in June 1991..
 AE1027.WARNING-Repeat measurements at this control monument indicate possible
 AE1027.vertical movement.
 AE1027
 AE1027.The geoid height was determined by GEOID03.
 AE1027
 AE1027.The dynamic height is computed by dividing the NAVD 88
 AE1027.geopotential number by the normal gravity value computed on the
 AE1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1027.degrees latitude (g = 980.6199 gals.).
 AE1027
 AE1027.The modeled gravity was interpolated from observed gravity values.
 AE1027
 AE1027;                    North         East    Units  Estimated Accuracy
 AE1027;SPC TX S     - 5,119,190.      238,990.      MT  (+/- 180 meters Scaled)
 AE1027
 AE1027                          SUPERSEDED SURVEY CONTROL
 AE1027
 AE1027  NGVD 29 (??/??/92)   96.176  (m)          315.54   (f) ADJ UNCH    1 2
 AE1027
 AE1027.Superseded values are not recommended for survey control.
 AE1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1027.See file dsdata.txt to determine how the superseded data were derived.
 AE1027
 AE1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ887577(NAD 83)
 AE1027_MARKER: DD = SURVEY DISK
 AE1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1027_SP_SET: CURB
 AE1027_STAMPING: F R - 26 1956
 AE1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1027
 AE1027  HISTORY     - Date     Condition        Report By
 AE1027  HISTORY     - 1956     MONUMENTED       IBWC
 AE1027  HISTORY     - 1956     GOOD             NGS
 AE1027  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1027
 AE1027                          STATION DESCRIPTION
 AE1027
 AE1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1027'2.0 MI N FROM LOPENO.
 AE1027'2.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1027'16 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AE1027'SOUTH END OF THE CURB OF THE WEST GUARD RAIL OF A CONCRETE BRIDGE OVER
 AE1027'ARROYO TIGER GRANDE.
 AE1027
 AE1027                          STATION RECOVERY (1981)
 AE1027
 AE1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1027'SEARCHED FOR NOT RECOVERED, APPEARS BRIDGE HAS BEEN RESURFACED, FR 26
 AE1027'RESET WAS FOUND IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1314 ***********************************************************************
 AE1314  DESIGNATION -  FR 26 IBWC RESET
 AE1314  PID         -  AE1314
 AE1314  STATE/COUNTY-  TX/ZAPATA
 AE1314  USGS QUAD   -  LOPENO (1965)
 AE1314
 AE1314                         *CURRENT SURVEY CONTROL
 AE1314  ___________________________________________________________________
 AE1314* NAD 83(1986)-  26 44 28.     (N)    099 06 50.     (W)     SCALED    
 AE1314* NAVD 88     -        95.885  (meters)     314.58   (feet)  ADJUSTED  
 AE1314  ___________________________________________________________________
 AE1314  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AE1314  DYNAMIC HT  -          95.730 (meters)     314.07  (feet)  COMP
 AE1314  MODELED GRAV-     979,024.8   (mgal)                       NAVD 88
 AE1314
 AE1314  VERT ORDER  -  FIRST     CLASS II
 AE1314
 AE1314.The horizontal coordinates were scaled from a topographic map and have
 AE1314.an estimated accuracy of +/- 6 seconds.
 AE1314
 AE1314.The orthometric height was determined by differential leveling
 AE1314.and adjusted by the National Geodetic Survey in June 1991..
 AE1314
 AE1314.The geoid height was determined by GEOID03.
 AE1314
 AE1314.The dynamic height is computed by dividing the NAVD 88
 AE1314.geopotential number by the normal gravity value computed on the
 AE1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1314.degrees latitude (g = 980.6199 gals.).
 AE1314
 AE1314.The modeled gravity was interpolated from observed gravity values.
 AE1314
 AE1314;                    North         East    Units  Estimated Accuracy
 AE1314;SPC TX S     - 5,119,190.      238,940.      MT  (+/- 180 meters Scaled)
 AE1314
 AE1314                          SUPERSEDED SURVEY CONTROL
 AE1314
 AE1314.No superseded survey control is available for this station.
 AE1314
 AE1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ886577(NAD 83)
 AE1314_MARKER: DD = SURVEY DISK
 AE1314_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1314_SP_SET: BRIDGE CURB
 AE1314_STAMPING: FR 26 RESET
 AE1314_MARK LOGO: IBWC  
 AE1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1314
 AE1314  HISTORY     - Date     Condition        Report By
 AE1314  HISTORY     - UNK      MONUMENTED       IBWC
 AE1314  HISTORY     - 1981     GOOD             NGS
 AE1314
 AE1314                          STATION DESCRIPTION
 AE1314
 AE1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1314'3.2 KM (2.0 MI) NW FROM LOPENO.
 AE1314'3.2 KM (2.0 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AE1314'IN LOPENO, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE BRIDGE
 AE1314'CURB OF BRIDGE OVER ARROYO TIGRE GRANDE, AT A WIRE SECURITY FENCE
 AE1314'ENCLOSURE OF BRIDGE, UNDER A METAL GUARD RAIL, 8.2 METERS (27.0 FT)
 AE1314'WEST OF CENTER OF HIGHWAY.  NOTE, DESCRIPTION NOT AVAILABLE TO THIS
 AE1314'PARTY.
 AE1314'THE MARK IS ABOVE LEVEL WITH HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1025 ***********************************************************************
 AE1025  DESIGNATION -  FR 27 IBWC
 AE1025  PID         -  AE1025
 AE1025  STATE/COUNTY-  TX/ZAPATA
 AE1025  USGS QUAD   -  LOPENO (1965)
 AE1025
 AE1025                         *CURRENT SURVEY CONTROL
 AE1025  ___________________________________________________________________
 AE1025* NAD 83(1986)-  26 43 20.     (N)    099 06 46.     (W)     SCALED    
 AE1025* NAVD 88     -       119.364  (meters)     391.61   (feet)  ADJUSTED  
 AE1025  ___________________________________________________________________
 AE1025  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 AE1025  DYNAMIC HT  -         119.170 (meters)     390.98  (feet)  COMP
 AE1025  MODELED GRAV-     979,023.9   (mgal)                       NAVD 88
 AE1025
 AE1025  VERT ORDER  -  FIRST     CLASS II
 AE1025
 AE1025.The horizontal coordinates were scaled from a topographic map and have
 AE1025.an estimated accuracy of +/- 6 seconds.
 AE1025
 AE1025.The orthometric height was determined by differential leveling
 AE1025.and adjusted by the National Geodetic Survey in June 1991..
 AE1025
 AE1025.The geoid height was determined by GEOID03.
 AE1025
 AE1025.The dynamic height is computed by dividing the NAVD 88
 AE1025.geopotential number by the normal gravity value computed on the
 AE1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1025.degrees latitude (g = 980.6199 gals.).
 AE1025
 AE1025.The modeled gravity was interpolated from observed gravity values.
 AE1025
 AE1025;                    North         East    Units  Estimated Accuracy
 AE1025;SPC TX S     - 5,117,100.      239,040.      MT  (+/- 180 meters Scaled)
 AE1025
 AE1025                          SUPERSEDED SURVEY CONTROL
 AE1025
 AE1025  NGVD 29 (??/??/92)  119.422  (m)          391.80   (f) ADJ UNCH    1 2
 AE1025
 AE1025.Superseded values are not recommended for survey control.
 AE1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1025.See file dsdata.txt to determine how the superseded data were derived.
 AE1025
 AE1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ887556(NAD 83)
 AE1025_MARKER: DD = SURVEY DISK
 AE1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1025_STAMPING: F R - 27 1956
 AE1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1025+STABILITY: SURFACE MOTION
 AE1025
 AE1025  HISTORY     - Date     Condition        Report By
 AE1025  HISTORY     - 1956     MONUMENTED       IBWC
 AE1025  HISTORY     - 1956     GOOD             NGS
 AE1025  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1025
 AE1025                          STATION DESCRIPTION
 AE1025
 AE1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1025'0.7 MI N FROM LOPENO.
 AE1025'0.7 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1025'58 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET NORTHWEST OF
 AE1025'THE CENTER LINE OF AN ABANDONED NORTHEAST AND SOUTHWEST ROAD, 28 FEET
 AE1025'NORTH OF THE CENTER OF A GATE, 19 FEET SOUTHEAST OF A TELEPHONE POLE,
 AE1025'2 FEET EAST OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE
 AE1025'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AE1025
 AE1025                          STATION RECOVERY (1981)
 AE1025
 AE1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1025'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1021 ***********************************************************************
 AE1021  DESIGNATION -  FR 28 IBWC
 AE1021  PID         -  AE1021
 AE1021  STATE/COUNTY-  TX/ZAPATA
 AE1021  USGS QUAD   -  LOPENO (1965)
 AE1021
 AE1021                         *CURRENT SURVEY CONTROL
 AE1021  ___________________________________________________________________
 AE1021* NAD 83(1986)-  26 42 15.     (N)    099 06 38.     (W)     SCALED    
 AE1021* NAVD 88     -       109.763  (meters)     360.11   (feet)  ADJUSTED  
 AE1021  ___________________________________________________________________
 AE1021  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 AE1021  DYNAMIC HT  -         109.585 (meters)     359.53  (feet)  COMP
 AE1021  MODELED GRAV-     979,022.8   (mgal)                       NAVD 88
 AE1021
 AE1021  VERT ORDER  -  FIRST     CLASS II
 AE1021
 AE1021.The horizontal coordinates were scaled from a topographic map and have
 AE1021.an estimated accuracy of +/- 6 seconds.
 AE1021
 AE1021.The orthometric height was determined by differential leveling
 AE1021.and adjusted by the National Geodetic Survey in June 1991..
 AE1021
 AE1021.The geoid height was determined by GEOID03.
 AE1021
 AE1021.The dynamic height is computed by dividing the NAVD 88
 AE1021.geopotential number by the normal gravity value computed on the
 AE1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1021.degrees latitude (g = 980.6199 gals.).
 AE1021
 AE1021.The modeled gravity was interpolated from observed gravity values.
 AE1021
 AE1021;                    North         East    Units  Estimated Accuracy
 AE1021;SPC TX S     - 5,115,090.      239,250.      MT  (+/- 180 meters Scaled)
 AE1021
 AE1021                          SUPERSEDED SURVEY CONTROL
 AE1021
 AE1021  NGVD 29 (??/??/92)  109.830  (m)          360.33   (f) ADJ UNCH    1 2
 AE1021
 AE1021.Superseded values are not recommended for survey control.
 AE1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1021.See file dsdata.txt to determine how the superseded data were derived.
 AE1021
 AE1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ890536(NAD 83)
 AE1021_MARKER: DD = SURVEY DISK
 AE1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1021_SP_SET: CULVERT
 AE1021_STAMPING: F R - 28 1956
 AE1021_MARK LOGO: IBWC  
 AE1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1021
 AE1021  HISTORY     - Date     Condition        Report By
 AE1021  HISTORY     - 1956     MONUMENTED       IBWC
 AE1021  HISTORY     - 1956     GOOD             NGS
 AE1021  HISTORY     - 1981     GOOD             NGS
 AE1021
 AE1021                          STATION DESCRIPTION
 AE1021
 AE1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1021'0.5 MI S FROM LOPENO.
 AE1021'0.5 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1021'24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AE1021'SOUTH END OF THE EAST HEADWALL OF A TWIN 36 INCH CONCRETE PIPE
 AE1021'CULVERT.
 AE1021
 AE1021                          STATION RECOVERY (1981)
 AE1021
 AE1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1020 ***********************************************************************
 AE1020  DESIGNATION -  FR 29 IBWC
 AE1020  PID         -  AE1020
 AE1020  STATE/COUNTY-  TX/ZAPATA
 AE1020  USGS QUAD   -  LOPENO (1965)
 AE1020
 AE1020                         *CURRENT SURVEY CONTROL
 AE1020  ___________________________________________________________________
 AE1020* NAD 83(1986)-  26 41 34.     (N)    099 06 32.     (W)     SCALED    
 AE1020* NAVD 88     -        96.071  (meters)     315.19   (feet)  ADJUSTED  
 AE1020  ___________________________________________________________________
 AE1020  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 AE1020  DYNAMIC HT  -          95.915 (meters)     314.68  (feet)  COMP
 AE1020  MODELED GRAV-     979,022.1   (mgal)                       NAVD 88
 AE1020
 AE1020  VERT ORDER  -  FIRST     CLASS II
 AE1020
 AE1020.The horizontal coordinates were scaled from a topographic map and have
 AE1020.an estimated accuracy of +/- 6 seconds.
 AE1020
 AE1020.The orthometric height was determined by differential leveling
 AE1020.and adjusted by the National Geodetic Survey in June 1991..
 AE1020
 AE1020.The geoid height was determined by GEOID03.
 AE1020
 AE1020.The dynamic height is computed by dividing the NAVD 88
 AE1020.geopotential number by the normal gravity value computed on the
 AE1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1020.degrees latitude (g = 980.6199 gals.).
 AE1020
 AE1020.The modeled gravity was interpolated from observed gravity values.
 AE1020
 AE1020;                    North         East    Units  Estimated Accuracy
 AE1020;SPC TX S     - 5,113,830.      239,410.      MT  (+/- 180 meters Scaled)
 AE1020
 AE1020                          SUPERSEDED SURVEY CONTROL
 AE1020
 AE1020  NGVD 29 (??/??/92)   96.137  (m)          315.41   (f) ADJ UNCH    1 2
 AE1020
 AE1020.Superseded values are not recommended for survey control.
 AE1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1020.See file dsdata.txt to determine how the superseded data were derived.
 AE1020
 AE1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ891524(NAD 83)
 AE1020_MARKER: DD = SURVEY DISK
 AE1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1020_SP_SET: CURB
 AE1020_STAMPING: F R - 29 1956
 AE1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1020
 AE1020  HISTORY     - Date     Condition        Report By
 AE1020  HISTORY     - 1956     MONUMENTED       IBWC
 AE1020  HISTORY     - 1956     GOOD             NGS
 AE1020  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1020
 AE1020                          STATION DESCRIPTION
 AE1020
 AE1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1020'1.3 MI S FROM LOPENO.
 AE1020'1.3 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1020'15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AE1020'SOUTH END OF THE WEST CONCRETE CURB OF THE GUARD RAIL OF A BRIDGE OVER
 AE1020'ARROYO DEL TIGER CHIQUITA.
 AE1020
 AE1020                          STATION RECOVERY (1981)
 AE1020
 AE1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1020'SEARCHED FOR NOT RECOVERED.  BRIDGE APPEARS TO HAVE BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1313 ***********************************************************************
 AE1313  DESIGNATION -  FR 29 IBWC RESET
 AE1313  PID         -  AE1313
 AE1313  STATE/COUNTY-  TX/ZAPATA
 AE1313  USGS QUAD   -  LOPENO (1965)
 AE1313
 AE1313                         *CURRENT SURVEY CONTROL
 AE1313  ___________________________________________________________________
 AE1313* NAD 83(1986)-  26 41 34.     (N)    099 06 34.     (W)     SCALED    
 AE1313* NAVD 88     -        95.817  (meters)     314.36   (feet)  ADJUSTED  
 AE1313  ___________________________________________________________________
 AE1313  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 AE1313  DYNAMIC HT  -          95.661 (meters)     313.85  (feet)  COMP
 AE1313  MODELED GRAV-     979,022.1   (mgal)                       NAVD 88
 AE1313
 AE1313  VERT ORDER  -  FIRST     CLASS II
 AE1313
 AE1313.The horizontal coordinates were scaled from a topographic map and have
 AE1313.an estimated accuracy of +/- 6 seconds.
 AE1313
 AE1313.The orthometric height was determined by differential leveling
 AE1313.and adjusted by the National Geodetic Survey in June 1991..
 AE1313
 AE1313.The geoid height was determined by GEOID03.
 AE1313
 AE1313.The dynamic height is computed by dividing the NAVD 88
 AE1313.geopotential number by the normal gravity value computed on the
 AE1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1313.degrees latitude (g = 980.6199 gals.).
 AE1313
 AE1313.The modeled gravity was interpolated from observed gravity values.
 AE1313
 AE1313;                    North         East    Units  Estimated Accuracy
 AE1313;SPC TX S     - 5,113,830.      239,350.      MT  (+/- 180 meters Scaled)
 AE1313
 AE1313                          SUPERSEDED SURVEY CONTROL
 AE1313
 AE1313.No superseded survey control is available for this station.
 AE1313
 AE1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ891524(NAD 83)
 AE1313_MARKER: DB = BENCH MARK DISK
 AE1313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1313_SP_SET: BRIDGE
 AE1313_STAMPING: FR 29 RESET
 AE1313_MARK LOGO: IBWC  
 AE1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1313
 AE1313  HISTORY     - Date     Condition        Report By
 AE1313  HISTORY     - UNK      MONUMENTED       IBWC
 AE1313  HISTORY     - 1981     GOOD             NGS
 AE1313
 AE1313                          STATION DESCRIPTION
 AE1313
 AE1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1313'2.1 KM (1.3 MI) SOUTH FROM LOPENO.
 AE1313'2.1 KM (1.3 KM) SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN
 AE1313'LOPENO, SET IN TOP OF THE SOUTH END OF THE WEST CONCRETE CURB OF
 AE1313'BRIDGE OVER ARROYO DEL TIGER CHIQUITA, BELOW A METAL GUARD RAIL.
 AE1313'7.9 METERS (26.0 FT) WEST OF CENTER OF HIGHWAY, AND 1.2 METERS
 AE1313'(4.0 FT) NORTH OF A SECURITY CORNER FENCE POST.
 AE1313'THE MARK IS ABOVE LEVEL WITH HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0794 ***********************************************************************
 AJ0794  DESIGNATION -  FR 3 IBWC
 AJ0794  PID         -  AJ0794
 AJ0794  STATE/COUNTY-  TX/ZAPATA
 AJ0794  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0794
 AJ0794                         *CURRENT SURVEY CONTROL
 AJ0794  ___________________________________________________________________
 AJ0794* NAD 83(1986)-  27 01 26.     (N)    099 24 34.     (W)     SCALED    
 AJ0794* NAVD 88     -       111.111  (meters)     364.54   (feet)  ADJUSTED  
 AJ0794  ___________________________________________________________________
 AJ0794  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AJ0794  DYNAMIC HT  -         110.932 (meters)     363.95  (feet)  COMP
 AJ0794  MODELED GRAV-     979,042.4   (mgal)                       NAVD 88
 AJ0794
 AJ0794  VERT ORDER  -  FIRST     CLASS II
 AJ0794
 AJ0794.The horizontal coordinates were scaled from a topographic map and have
 AJ0794.an estimated accuracy of +/- 6 seconds.
 AJ0794
 AJ0794.The orthometric height was determined by differential leveling
 AJ0794.and adjusted by the National Geodetic Survey in June 1991..
 AJ0794
 AJ0794.The geoid height was determined by GEOID03.
 AJ0794
 AJ0794.The dynamic height is computed by dividing the NAVD 88
 AJ0794.geopotential number by the normal gravity value computed on the
 AJ0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0794.degrees latitude (g = 980.6199 gals.).
 AJ0794
 AJ0794.The modeled gravity was interpolated from observed gravity values.
 AJ0794
 AJ0794;                    North         East    Units  Estimated Accuracy
 AJ0794;SPC TX S     - 5,150,690.      209,760.      MT  (+/- 180 meters Scaled)
 AJ0794
 AJ0794                          SUPERSEDED SURVEY CONTROL
 AJ0794
 AJ0794  NGVD 29 (??/??/92)  111.171  (m)          364.73   (f) ADJ UNCH    1 2
 AJ0794
 AJ0794.Superseded values are not recommended for survey control.
 AJ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0794.See file dsdata.txt to determine how the superseded data were derived.
 AJ0794
 AJ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ593891(NAD 83)
 AJ0794_MARKER: DD = SURVEY DISK
 AJ0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0794_SP_SET: CULVERT
 AJ0794_STAMPING: F R - 3 1956
 AJ0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0794
 AJ0794  HISTORY     - Date     Condition        Report By
 AJ0794  HISTORY     - 1956     MONUMENTED       IBWC
 AJ0794  HISTORY     - 1956     GOOD             NGS
 AJ0794  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0794
 AJ0794                          STATION DESCRIPTION
 AJ0794
 AJ0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AJ0794'2.5 MI SE FROM SAN YGNACIO.
 AJ0794'0.2 MILE EAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE CATHOLIC
 AJ0794'CHURCH AT SAN YGNACIO, THENCE 2.3 MILES SOUTHEAST ALONG U.S. HIGHWAY
 AJ0794'83, 17 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AJ0794'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A STEEL
 AJ0794'CATTLE GUARD.
 AJ0794
 AJ0794                          STATION RECOVERY (1981)
 AJ0794
 AJ0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0794'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1019 ***********************************************************************
 AE1019  DESIGNATION -  FR 30 IBWC
 AE1019  PID         -  AE1019
 AE1019  STATE/COUNTY-  TX/ZAPATA
 AE1019  USGS QUAD   -  LOPENO (1965)
 AE1019
 AE1019                         *CURRENT SURVEY CONTROL
 AE1019  ___________________________________________________________________
 AE1019* NAD 83(1986)-  26 40 41.     (N)    099 06 27.     (W)     SCALED    
 AE1019* NAVD 88     -       118.042  (meters)     387.28   (feet)  ADJUSTED  
 AE1019  ___________________________________________________________________
 AE1019  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AE1019  DYNAMIC HT  -         117.851 (meters)     386.65  (feet)  COMP
 AE1019  MODELED GRAV-     979,021.1   (mgal)                       NAVD 88
 AE1019
 AE1019  VERT ORDER  -  FIRST     CLASS II
 AE1019
 AE1019.The horizontal coordinates were scaled from a topographic map and have
 AE1019.an estimated accuracy of +/- 6 seconds.
 AE1019
 AE1019.The orthometric height was determined by differential leveling
 AE1019.and adjusted by the National Geodetic Survey in June 1991..
 AE1019
 AE1019.The geoid height was determined by GEOID03.
 AE1019
 AE1019.The dynamic height is computed by dividing the NAVD 88
 AE1019.geopotential number by the normal gravity value computed on the
 AE1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1019.degrees latitude (g = 980.6199 gals.).
 AE1019
 AE1019.The modeled gravity was interpolated from observed gravity values.
 AE1019
 AE1019;                    North         East    Units  Estimated Accuracy
 AE1019;SPC TX S     - 5,112,200.      239,540.      MT  (+/- 180 meters Scaled)
 AE1019
 AE1019                          SUPERSEDED SURVEY CONTROL
 AE1019
 AE1019  NGVD 29 (??/??/92)  118.110  (m)          387.50   (f) ADJ UNCH    1 2
 AE1019
 AE1019.Superseded values are not recommended for survey control.
 AE1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1019.See file dsdata.txt to determine how the superseded data were derived.
 AE1019
 AE1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ893507(NAD 83)
 AE1019_MARKER: DD = SURVEY DISK
 AE1019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1019_SP_SET: CULVERT
 AE1019_STAMPING: F R - 30 1956
 AE1019_MARK LOGO: IBWC  
 AE1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1019
 AE1019  HISTORY     - Date     Condition        Report By
 AE1019  HISTORY     - 1956     MONUMENTED       IBWC
 AE1019  HISTORY     - 1956     GOOD             NGS
 AE1019  HISTORY     - 1981     GOOD             NGS
 AE1019
 AE1019                          STATION DESCRIPTION
 AE1019
 AE1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1019'2.3 MI S FROM LOPENO.
 AE1019'2.3 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1019'0.25 MILE NORTH OF A ROADSIDE PARK, 25 FEET EAST OF THE CENTER LINE OF
 AE1019'THE HIGHWAY, 300 FEET WEST OF A WINDMILL, SET IN THE TOP OF THE SOUTH
 AE1019'END OF THE EAST HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT.
 AE1019
 AE1019                          STATION RECOVERY (1981)
 AE1019
 AE1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1127 ***********************************************************************
 AE1127  DESIGNATION -  FR 31 IBWC
 AE1127  PID         -  AE1127
 AE1127  STATE/COUNTY-  TX/ZAPATA
 AE1127  USGS QUAD   -  LOPENO (1965)
 AE1127
 AE1127                         *CURRENT SURVEY CONTROL
 AE1127  ___________________________________________________________________
 AE1127* NAD 83(1986)-  26 39 42.     (N)    099 06 18.     (W)     SCALED    
 AE1127* NAVD 88     -       110.318  (meters)     361.94   (feet)  ADJUSTED  
 AE1127  ___________________________________________________________________
 AE1127  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AE1127  DYNAMIC HT  -         110.138 (meters)     361.34  (feet)  COMP
 AE1127  MODELED GRAV-     979,019.7   (mgal)                       NAVD 88
 AE1127
 AE1127  VERT ORDER  -  FIRST     CLASS II
 AE1127
 AE1127.The horizontal coordinates were scaled from a topographic map and have
 AE1127.an estimated accuracy of +/- 6 seconds.
 AE1127
 AE1127.The orthometric height was determined by differential leveling
 AE1127.and adjusted by the National Geodetic Survey in June 1991..
 AE1127
 AE1127.The geoid height was determined by GEOID03.
 AE1127
 AE1127.The dynamic height is computed by dividing the NAVD 88
 AE1127.geopotential number by the normal gravity value computed on the
 AE1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1127.degrees latitude (g = 980.6199 gals.).
 AE1127
 AE1127.The modeled gravity was interpolated from observed gravity values.
 AE1127
 AE1127;                    North         East    Units  Estimated Accuracy
 AE1127;SPC TX S     - 5,110,380.      239,780.      MT  (+/- 180 meters Scaled)
 AE1127
 AE1127                          SUPERSEDED SURVEY CONTROL
 AE1127
 AE1127  NGVD 29 (??/??/92)  110.355  (m)          362.06   (f) ADJ UNCH    1 2
 AE1127
 AE1127.Superseded values are not recommended for survey control.
 AE1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1127.See file dsdata.txt to determine how the superseded data were derived.
 AE1127
 AE1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ895489(NAD 83)
 AE1127_MARKER: DD = SURVEY DISK
 AE1127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1127_SP_SET: CULVERT
 AE1127_STAMPING: F R - 31 1956
 AE1127_MARK LOGO: IBWC  
 AE1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1127
 AE1127  HISTORY     - Date     Condition        Report By
 AE1127  HISTORY     - 1956     MONUMENTED       IBWC
 AE1127  HISTORY     - 1956     GOOD             NGS
 AE1127  HISTORY     - 1981     GOOD             NGS
 AE1127
 AE1127                          STATION DESCRIPTION
 AE1127
 AE1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1127'3.4 MI S FROM LOPENO.
 AE1127'3.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1127'21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AE1127'SOUTH END OF THE WEST HEADWALL OF A LARGE CONCRETE CULVERT.
 AE1127
 AE1127                          STATION RECOVERY (1981)
 AE1127
 AE1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1127'RECOVERED THIS DATE, 5.5 KM (3.4 MI) SOUTH ALONG U.S. HIGHWAY 83
 AE1127'FROM THE POST OFFICE IN LOPENO, SET IN TOP OF THE SOUTH END OF THE
 AE1127'WEST HEADWALL OF A LARGE CONCRETE CULVERT, AND 6.4 METERS (21.0 FT)
 AE1127'WEST OF CENTERLINE OF THE HIGHWAY.
 AE1127'THE MARK IS ABOVE LEVEL WITH HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1010 ***********************************************************************
 AE1010  DESIGNATION -  FR 33 IBWC
 AE1010  PID         -  AE1010
 AE1010  STATE/COUNTY-  TX/STARR
 AE1010  USGS QUAD   -  FALCON VILLAGE (1965)
 AE1010
 AE1010                         *CURRENT SURVEY CONTROL
 AE1010  ___________________________________________________________________
 AE1010* NAD 83(1986)-  26 33 56.     (N)    099 07 31.     (W)     SCALED    
 AE1010* NAVD 88     -        96.693  (meters)     317.23   (feet)  ADJUSTED  
 AE1010  ___________________________________________________________________
 AE1010  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AE1010  DYNAMIC HT  -          96.534 (meters)     316.71  (feet)  COMP
 AE1010  MODELED GRAV-     979,010.6   (mgal)                       NAVD 88
 AE1010
 AE1010  VERT ORDER  -  FIRST     CLASS II
 AE1010
 AE1010.The horizontal coordinates were scaled from a topographic map and have
 AE1010.an estimated accuracy of +/- 6 seconds.
 AE1010
 AE1010.The orthometric height was determined by differential leveling
 AE1010.and adjusted by the National Geodetic Survey in June 1991..
 AE1010.WARNING-Repeat measurements at this control monument indicate possible
 AE1010.vertical movement.
 AE1010
 AE1010.The geoid height was determined by GEOID03.
 AE1010
 AE1010.The dynamic height is computed by dividing the NAVD 88
 AE1010.geopotential number by the normal gravity value computed on the
 AE1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1010.degrees latitude (g = 980.6199 gals.).
 AE1010
 AE1010.The modeled gravity was interpolated from observed gravity values.
 AE1010
 AE1010;                    North         East    Units  Estimated Accuracy
 AE1010;SPC TX S     - 5,099,740.      237,710.      MT  (+/- 180 meters Scaled)
 AE1010
 AE1010                          SUPERSEDED SURVEY CONTROL
 AE1010
 AE1010  NGVD 29 (??/??/92)   96.715  (m)          317.31   (f) ADJ UNCH    1 2
 AE1010
 AE1010.Superseded values are not recommended for survey control.
 AE1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1010.See file dsdata.txt to determine how the superseded data were derived.
 AE1010
 AE1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ875383(NAD 83)
 AE1010_MARKER: DD = SURVEY DISK
 AE1010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1010_SP_SET: CULVERT
 AE1010_STAMPING: F - R 33 1956
 AE1010_MARK LOGO: IBWC  
 AE1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1010
 AE1010  HISTORY     - Date     Condition        Report By
 AE1010  HISTORY     - 1956     MONUMENTED       IBWC
 AE1010  HISTORY     - 1956     GOOD             NGS
 AE1010  HISTORY     - 1981     GOOD             NGS
 AE1010
 AE1010                          STATION DESCRIPTION
 AE1010
 AE1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1010'0.15 MI N FROM FALCON HIGHTS.
 AE1010'0.1 MILE NORTH ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1010'HIGHTS, THENCE 0.05 MILE NORTH ALONG OLD U.S. HIGHWAY 83, 114 FEET
 AE1010'NORTH OF A WOODEN GATE WHICH IS ACROSS THE OLD HIGHWAY, 18 FEET WEST
 AE1010'OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE SOUTH END
 AE1010'OF THE WEST HEADWALL OF A SMALL CULVERT.
 AE1010
 AE1010                          STATION RECOVERY (1981)
 AE1010
 AE1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0792 ***********************************************************************
 AJ0792  DESIGNATION -  FR 4 IBWC
 AJ0792  PID         -  AJ0792
 AJ0792  STATE/COUNTY-  TX/ZAPATA
 AJ0792  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0792
 AJ0792                         *CURRENT SURVEY CONTROL
 AJ0792  ___________________________________________________________________
 AJ0792* NAD 83(1986)-  27 00 55.     (N)    099 23 49.     (W)     SCALED    
 AJ0792* NAVD 88     -       118.585  (meters)     389.06   (feet)  ADJUSTED  
 AJ0792  ___________________________________________________________________
 AJ0792  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AJ0792  DYNAMIC HT  -         118.395 (meters)     388.43  (feet)  COMP
 AJ0792  MODELED GRAV-     979,041.9   (mgal)                       NAVD 88
 AJ0792
 AJ0792  VERT ORDER  -  FIRST     CLASS II
 AJ0792
 AJ0792.The horizontal coordinates were scaled from a topographic map and have
 AJ0792.an estimated accuracy of +/- 6 seconds.
 AJ0792
 AJ0792.The orthometric height was determined by differential leveling
 AJ0792.and adjusted by the National Geodetic Survey in June 1991..
 AJ0792
 AJ0792.The geoid height was determined by GEOID03.
 AJ0792
 AJ0792.The dynamic height is computed by dividing the NAVD 88
 AJ0792.geopotential number by the normal gravity value computed on the
 AJ0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0792.degrees latitude (g = 980.6199 gals.).
 AJ0792
 AJ0792.The modeled gravity was interpolated from observed gravity values.
 AJ0792
 AJ0792;                    North         East    Units  Estimated Accuracy
 AJ0792;SPC TX S     - 5,149,730.      211,000.      MT  (+/- 180 meters Scaled)
 AJ0792
 AJ0792                          SUPERSEDED SURVEY CONTROL
 AJ0792
 AJ0792  NGVD 29 (??/??/92)  118.646  (m)          389.26   (f) ADJ UNCH    1 2
 AJ0792
 AJ0792.Superseded values are not recommended for survey control.
 AJ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0792.See file dsdata.txt to determine how the superseded data were derived.
 AJ0792
 AJ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ606881(NAD 83)
 AJ0792_MARKER: DD = SURVEY DISK
 AJ0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0792_STAMPING: F R - 4 1956
 AJ0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0792+STABILITY: SURFACE MOTION
 AJ0792
 AJ0792  HISTORY     - Date     Condition        Report By
 AJ0792  HISTORY     - 1956     MONUMENTED       IBWC
 AJ0792  HISTORY     - 1956     GOOD             NGS
 AJ0792  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0792
 AJ0792                          STATION DESCRIPTION
 AJ0792
 AJ0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AJ0792'3.5 MI SE FROM SAN YGNACIO.
 AJ0792'0.2 MILE EAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE CATHOLIC
 AJ0792'CHURCH AT SAN YGNACIO, THENCE 3.3 MILES SOUTHEAST ALONG U.S. HIGHWAY
 AJ0792'83, 150 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL RED HOUSE,
 AJ0792'97 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 87 FEET SOUTHWEST
 AJ0792'OF THE SOUTHWEST END OF A CATTLE GUARD, 4 FEET EAST OF A FENCE CORNER,
 AJ0792'3 FEET NORTHEAST OF A FENCE, 4 FEET EAST OF A WITNESS POST, SET IN THE
 AJ0792'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AJ0792
 AJ0792                          STATION RECOVERY (1981)
 AJ0792
 AJ0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0792'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0791 ***********************************************************************
 AJ0791  DESIGNATION -  FR 5 IBWC
 AJ0791  PID         -  AJ0791
 AJ0791  STATE/COUNTY-  TX/ZAPATA
 AJ0791  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0791
 AJ0791                         *CURRENT SURVEY CONTROL
 AJ0791  ___________________________________________________________________
 AJ0791* NAD 83(1986)-  27 00 23.     (N)    099 23 03.     (W)     SCALED    
 AJ0791* NAVD 88     -       107.859  (meters)     353.87   (feet)  ADJUSTED  
 AJ0791  ___________________________________________________________________
 AJ0791  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AJ0791  DYNAMIC HT  -         107.685 (meters)     353.30  (feet)  COMP
 AJ0791  MODELED GRAV-     979,041.3   (mgal)                       NAVD 88
 AJ0791
 AJ0791  VERT ORDER  -  FIRST     CLASS II
 AJ0791
 AJ0791.The horizontal coordinates were scaled from a topographic map and have
 AJ0791.an estimated accuracy of +/- 6 seconds.
 AJ0791
 AJ0791.The orthometric height was determined by differential leveling
 AJ0791.and adjusted by the National Geodetic Survey in June 1991..
 AJ0791
 AJ0791.The geoid height was determined by GEOID03.
 AJ0791
 AJ0791.The dynamic height is computed by dividing the NAVD 88
 AJ0791.geopotential number by the normal gravity value computed on the
 AJ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0791.degrees latitude (g = 980.6199 gals.).
 AJ0791
 AJ0791.The modeled gravity was interpolated from observed gravity values.
 AJ0791
 AJ0791;                    North         East    Units  Estimated Accuracy
 AJ0791;SPC TX S     - 5,148,740.      212,260.      MT  (+/- 180 meters Scaled)
 AJ0791
 AJ0791                          SUPERSEDED SURVEY CONTROL
 AJ0791
 AJ0791  NGVD 29 (??/??/92)  107.921  (m)          354.07   (f) ADJ UNCH    1 2
 AJ0791
 AJ0791.Superseded values are not recommended for survey control.
 AJ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0791.See file dsdata.txt to determine how the superseded data were derived.
 AJ0791
 AJ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ618872(NAD 83)
 AJ0791_MARKER: DD = SURVEY DISK
 AJ0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0791_STAMPING: F R - 5 1956
 AJ0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0791+STABILITY: SURFACE MOTION
 AJ0791
 AJ0791  HISTORY     - Date     Condition        Report By
 AJ0791  HISTORY     - 1956     MONUMENTED       IBWC
 AJ0791  HISTORY     - 1956     GOOD             NGS
 AJ0791  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0791
 AJ0791                          STATION DESCRIPTION
 AJ0791
 AJ0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AJ0791'4.5 MI SE FROM SAN YGNACIO.
 AJ0791'0.2 MILE EAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE CATHOLIC
 AJ0791'CHURCH AT SAN YGNACIO, THENCE 4.3 MILES SOUTHEAST ALONG U.S. HIGHWAY
 AJ0791'83, 87 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 AJ0791'NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 AJ0791'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AJ0791
 AJ0791                          STATION RECOVERY (1981)
 AJ0791
 AJ0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0791'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1059 ***********************************************************************
 AE1059  DESIGNATION -  FR 7 IBWC
 AE1059  PID         -  AE1059
 AE1059  STATE/COUNTY-  TX/ZAPATA
 AE1059  USGS QUAD   -  ZAPATA (1979)
 AE1059
 AE1059                         *CURRENT SURVEY CONTROL
 AE1059  ___________________________________________________________________
 AE1059* NAD 83(1986)-  26 59 17.     (N)    099 22 03.     (W)     SCALED    
 AE1059* NAVD 88     -       119.158  (meters)     390.94   (feet)  ADJUSTED  
 AE1059  ___________________________________________________________________
 AE1059  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AE1059  DYNAMIC HT  -         118.967 (meters)     390.31  (feet)  COMP
 AE1059  MODELED GRAV-     979,042.4   (mgal)                       NAVD 88
 AE1059
 AE1059  VERT ORDER  -  FIRST     CLASS II
 AE1059
 AE1059.The horizontal coordinates were scaled from a topographic map and have
 AE1059.an estimated accuracy of +/- 6 seconds.
 AE1059
 AE1059.The orthometric height was determined by differential leveling
 AE1059.and adjusted by the National Geodetic Survey in June 1991..
 AE1059
 AE1059.The geoid height was determined by GEOID03.
 AE1059
 AE1059.The dynamic height is computed by dividing the NAVD 88
 AE1059.geopotential number by the normal gravity value computed on the
 AE1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1059.degrees latitude (g = 980.6199 gals.).
 AE1059
 AE1059.The modeled gravity was interpolated from observed gravity values.
 AE1059
 AE1059;                    North         East    Units  Estimated Accuracy
 AE1059;SPC TX S     - 5,146,700.      213,900.      MT  (+/- 180 meters Scaled)
 AE1059
 AE1059                          SUPERSEDED SURVEY CONTROL
 AE1059
 AE1059  NGVD 29 (??/??/92)  119.220  (m)          391.14   (f) ADJ UNCH    1 2
 AE1059
 AE1059.Superseded values are not recommended for survey control.
 AE1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1059.See file dsdata.txt to determine how the superseded data were derived.
 AE1059
 AE1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ635851(NAD 83)
 AE1059_MARKER: DD = SURVEY DISK
 AE1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1059_STAMPING: F R - 7 1956
 AE1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1059+STABILITY: SURFACE MOTION
 AE1059
 AE1059  HISTORY     - Date     Condition        Report By
 AE1059  HISTORY     - 1956     MONUMENTED       IBWC
 AE1059  HISTORY     - 1956     GOOD             NGS
 AE1059  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1059
 AE1059                          STATION DESCRIPTION
 AE1059
 AE1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1059'6.0 MI SE FROM SAN YGNACIO.
 AE1059'0.2 MILE EAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE CATHOLIC
 AE1059'CHURCH AT SAN YGNACIO, THENCE 5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY
 AE1059'83, 145 FEET NORTH OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A
 AE1059'CULVERT, 88 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 AE1059'SOUTHEAST OF TELEPHONE POLE 2280, 2 FEET SOUTHWEST OF A FENCE, 5 FEET
 AE1059'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 AE1059'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AE1059
 AE1059                          STATION RECOVERY (1981)
 AE1059
 AE1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1059'MARK NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1056 ***********************************************************************
 AE1056  DESIGNATION -  FR 8 IBWC
 AE1056  PID         -  AE1056
 AE1056  STATE/COUNTY-  TX/ZAPATA
 AE1056  USGS QUAD   -  ZAPATA (1979)
 AE1056
 AE1056                         *CURRENT SURVEY CONTROL
 AE1056  ___________________________________________________________________
 AE1056* NAD 83(1986)-  26 57 51.     (N)    099 21 01.     (W)     SCALED    
 AE1056* NAVD 88     -       126.043  (meters)     413.53   (feet)  ADJUSTED  
 AE1056  ___________________________________________________________________
 AE1056  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AE1056  DYNAMIC HT  -         125.841 (meters)     412.86  (feet)  COMP
 AE1056  MODELED GRAV-     979,040.0   (mgal)                       NAVD 88
 AE1056
 AE1056  VERT ORDER  -  FIRST     CLASS II
 AE1056
 AE1056.The horizontal coordinates were scaled from a topographic map and have
 AE1056.an estimated accuracy of +/- 6 seconds.
 AE1056
 AE1056.The orthometric height was determined by differential leveling
 AE1056.and adjusted by the National Geodetic Survey in June 1991..
 AE1056
 AE1056.The geoid height was determined by GEOID03.
 AE1056
 AE1056.The dynamic height is computed by dividing the NAVD 88
 AE1056.geopotential number by the normal gravity value computed on the
 AE1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1056.degrees latitude (g = 980.6199 gals.).
 AE1056
 AE1056.The modeled gravity was interpolated from observed gravity values.
 AE1056
 AE1056;                    North         East    Units  Estimated Accuracy
 AE1056;SPC TX S     - 5,144,040.      215,590.      MT  (+/- 180 meters Scaled)
 AE1056
 AE1056                          SUPERSEDED SURVEY CONTROL
 AE1056
 AE1056  NGVD 29 (??/??/92)  126.105  (m)          413.73   (f) ADJ UNCH    1 2
 AE1056
 AE1056.Superseded values are not recommended for survey control.
 AE1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1056.See file dsdata.txt to determine how the superseded data were derived.
 AE1056
 AE1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ652825(NAD 83)
 AE1056_MARKER: DD = SURVEY DISK
 AE1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1056_STAMPING: F R - 8 1956
 AE1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1056+STABILITY: SURFACE MOTION
 AE1056
 AE1056  HISTORY     - Date     Condition        Report By
 AE1056  HISTORY     - 1956     MONUMENTED       IBWC
 AE1056  HISTORY     - 1956     GOOD             NGS
 AE1056  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE1056
 AE1056                          STATION DESCRIPTION
 AE1056
 AE1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1056'8.0 MI SE FROM SAN YGNACIO.
 AE1056'0.2 MILE EAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE CATHOLIC
 AE1056'CHURCH AT SAN YGNACIO, THENCE 7.8 MILES SOUTHEAST ALONG U.S. HIGHWAY
 AE1056'83, 80 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 AE1056'SOUTHWEST OF A POWER POLE, 2.5 FEET NORTH OF A FENCE CORNER, 2 FEET
 AE1056'NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AE1056'0.2 FOOT ABOVE THE GROUND.
 AE1056
 AE1056                          STATION RECOVERY (1981)
 AE1056
 AE1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1056'MARK NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1052 ***********************************************************************
 AE1052  DESIGNATION -  FR 9 IBWC
 AE1052  PID         -  AE1052
 AE1052  STATE/COUNTY-  TX/ZAPATA
 AE1052  USGS QUAD   -  ZAPATA (1979)
 AE1052
 AE1052                         *CURRENT SURVEY CONTROL
 AE1052  ___________________________________________________________________
 AE1052* NAD 83(1986)-  26 56 49.     (N)    099 19 11.     (W)     SCALED    
 AE1052* NAVD 88     -        98.986  (meters)     324.76   (feet)  ADJUSTED  
 AE1052  ___________________________________________________________________
 AE1052  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AE1052  DYNAMIC HT  -          98.826 (meters)     324.23  (feet)  COMP
 AE1052  MODELED GRAV-     979,035.1   (mgal)                       NAVD 88
 AE1052
 AE1052  VERT ORDER  -  FIRST     CLASS II
 AE1052
 AE1052.The horizontal coordinates were scaled from a topographic map and have
 AE1052.an estimated accuracy of +/- 6 seconds.
 AE1052
 AE1052.The orthometric height was determined by differential leveling
 AE1052.and adjusted by the National Geodetic Survey in June 1991..
 AE1052.WARNING-Repeat measurements at this control monument indicate possible
 AE1052.vertical movement.
 AE1052
 AE1052.The geoid height was determined by GEOID03.
 AE1052
 AE1052.The dynamic height is computed by dividing the NAVD 88
 AE1052.geopotential number by the normal gravity value computed on the
 AE1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1052.degrees latitude (g = 980.6199 gals.).
 AE1052
 AE1052.The modeled gravity was interpolated from observed gravity values.
 AE1052
 AE1052;                    North         East    Units  Estimated Accuracy
 AE1052;SPC TX S     - 5,142,110.      218,610.      MT  (+/- 180 meters Scaled)
 AE1052
 AE1052                          SUPERSEDED SURVEY CONTROL
 AE1052
 AE1052  NGVD 29 (??/??/92)   98.976  (m)          324.72   (f) ADJ UNCH    1 2
 AE1052
 AE1052.Superseded values are not recommended for survey control.
 AE1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1052.See file dsdata.txt to determine how the superseded data were derived.
 AE1052
 AE1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ682805(NAD 83)
 AE1052_MARKER: DD = SURVEY DISK
 AE1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1052_SP_SET: CULVERT
 AE1052_STAMPING: F R - 9 1956
 AE1052_MARK LOGO: IBWC  
 AE1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1052
 AE1052  HISTORY     - Date     Condition        Report By
 AE1052  HISTORY     - 1956     MONUMENTED       IBWC
 AE1052  HISTORY     - 1956     GOOD             NGS
 AE1052  HISTORY     - 1981     GOOD             NGS
 AE1052
 AE1052                          STATION DESCRIPTION
 AE1052
 AE1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1052'4.1 MI NW FROM ZAPATA.
 AE1052'4.1 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1052'ZAPATA, 21 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AE1052'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A CONCRETE
 AE1052'CULVERT.
 AE1052
 AE1052                          STATION RECOVERY (1981)
 AE1052
 AE1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5981 ***********************************************************************
 AW5981  DESIGNATION -  FRANCE 1933
 AW5981  PID         -  AW5981
 AW5981  STATE/COUNTY-  TX/GALVESTON
 AW5981  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5981
 AW5981                         *CURRENT SURVEY CONTROL
 AW5981  ___________________________________________________________________
 AW5981* NAD 83(1993)-  29 18 32.50533(N)    094 56 31.81877(W)     ADJUSTED  
 AW5981* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AW5981  ___________________________________________________________________
 AW5981  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AW5981  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW5981
 AW5981  HORZ ORDER  -  THIRD
 AW5981
 AW5981.The horizontal coordinates were established by classical geodetic methods
 AW5981.and adjusted by the National Geodetic Survey in February 1996..
 AW5981
 AW5981.The orthometric height was scaled from a topographic map.
 AW5981
 AW5981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5981
 AW5981.The geoid height was determined by GEOID03.
 AW5981
 AW5981;                    North         East     Units Scale Factor Converg.
 AW5981;SPC TXSC     - 4,170,383.329   994,075.608   MT  0.99986334   +1 59 16.7
 AW5981;SPC TXSC     -13,682,332.64  3,261,396.39   sFT  0.99986334   +1 59 16.7
 AW5981;UTM  15      - 3,243,789.512   311,379.044   MT  1.00003903   -0 57 03.6
 AW5981
 AW5981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5981!SPC TXSC     -   1.00000059  x   0.99986334  =   0.99986393
 AW5981!UTM  15      -   1.00000059  x   1.00003903  =   1.00003962
 AW5981
 AW5981                          SUPERSEDED SURVEY CONTROL
 AW5981
 AW5981  NAD 83(1986)-  29 18 32.51941(N)    094 56 31.79997(W) AD(       ) 3
 AW5981  NAD 27      -  29 18 31.67168(N)    094 56 31.07895(W) AD(       ) 3
 AW5981
 AW5981.Superseded values are not recommended for survey control.
 AW5981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5981.See file dsdata.txt to determine how the superseded data were derived.
 AW5981
 AW5981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1137943790(NAD 83)
 AW5981_MARKER: DS = TRIANGULATION STATION DISK
 AW5981_SETTING: 0 = UNSPECIFIED SETTING
 AW5981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5981
 AW5981  HISTORY     - Date     Condition        Report By
 AW5981  HISTORY     - 1933     MONUMENTED       CGS
 AW5981  HISTORY     - 1947     MARK NOT FOUND   CGS
 AW5981  HISTORY     - 1960     GOOD             CGS
 AW5981  HISTORY     - 1963     GOOD             CGS
 AW5981
 AW5981                          STATION DESCRIPTION
 AW5981
 AW5981'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5981'STATION IS LOCATED IN THE OPEN PRAIRIE ON THE MAINLAND, ABOUT
 AW5981'10 MILES W OF GALVESTON, ABOUT 1.0 MILE S OF THE GULF, COLORADO
 AW5981'AND SANTA FE RAILWAY CROSSING OVER HIGHLAND BAYOU, 0.4 MILE
 AW5981'S ALONG THE WEST BAY SHORE FROM THE MOUTH OF HIGHLAND BAYOU,
 AW5981'0.4 MILE N ALONG THE WEST BAY SHORE FROM A CLUMP OF SALT
 AW5981'CEDARS, AND ABOUT 55 METERS FROM THE WEST BAY SHORE.
 AW5981'
 AW5981'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW5981'IN CONCRETE.
 AW5981'
 AW5981'NO REFERENCE MARK WAS SET.
 AW5981'
 AW5981'BEARINGS FOLLOW--TEXAS CITY SUGAR REFINERY STACK -
 AW5981'S 32 DEG W.  GALVESTON CAUSEWAY DRAWBRIDGE - N 77 DEG W.  AND W POINT
 AW5981'OF LAND S OF JONES LAKE - N 45 DEG W.
 AW5981'
 AW5981'HEIGHT OF LIGHT ABOVE STATION MARK - 2.4 METERS.
 AW5981
 AW5981                          STATION RECOVERY (1947)
 AW5981
 AW5981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5981'A THOROUGH SEARCH WAS MADE IN THE VICINITY OF THE STATION
 AW5981'BUT IT COULD NOT BE FOUND.  THE AREA IS UNDER WATER AT HIGH
 AW5981'TIDES AND THE SHORELINE HAS RECEDED ALSO.
 AW5981
 AW5981                          STATION RECOVERY (1960)
 AW5981
 AW5981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5981'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 AW5981'WITH THE FOLLOWING CORRECTIONS.
 AW5981'
 AW5981'(1) STATION IS 126.0 FEET NORTH OF AN ABANDONED ROAD.
 AW5981'
 AW5981'(2) STATION IS 65.0 FEET WEST OF THE SHORELINE IN HEAVY
 AW5981'GRASS.
 AW5981'
 AW5981'(3) A WITNESS POST IS 1.5 FEET EAST OF THE STATION.
 AW5981'
 AW5981'(4) THE DISK IS STAMPED FRANCE 1933 AND THE MONUMENT PROJECTS
 AW5981'2 INCHES.
 AW5981
 AW5981                          STATION RECOVERY (1963)
 AW5981
 AW5981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JHB)
 AW5981'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 AW5981'ADEQUATE FOR FUTURE RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2255 ***********************************************************************
 AN2255  DESIGNATION -  FRANCITAS
 AN2255  PID         -  AN2255
 AN2255  STATE/COUNTY-  TX/JACKSON
 AN2255  USGS QUAD   -  FRANCITAS (1995)
 AN2255
 AN2255                         *CURRENT SURVEY CONTROL
 AN2255  ___________________________________________________________________
 AN2255* NAD 83(1993)-  28 50 54.99624(N)    096 21 24.40594(W)     ADJUSTED  
 AN2255* NAVD 88     -        10.54   (+/-2cm)      34.6    (feet)  VERTCON   
 AN2255  ___________________________________________________________________
 AN2255  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 AN2255  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN2255
 AN2255  HORZ ORDER  -  FIRST
 AN2255  VERT ORDER  -  THIRD ? (See Below)
 AN2255
 AN2255.The horizontal coordinates were established by classical geodetic methods
 AN2255.and adjusted by the National Geodetic Survey in February 1996..
 AN2255
 AN2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2255.The vertical order pertains to the NGVD 29 superseded value.
 AN2255
 AN2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2255
 AN2255.The geoid height was determined by GEOID03.
 AN2255
 AN2255;                    North         East     Units Scale Factor Converg.
 AN2255;SPC TXSC     - 4,115,435.177   857,878.906   MT  0.99989901   +1 17 41.8
 AN2255;SPC TXSC     -13,502,056.91  2,814,557.71   sFT  0.99989901   +1 17 41.8
 AN2255;UTM  14      - 3,194,084.398   757,872.972   MT  1.00042071   +1 16 33.8
 AN2255
 AN2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2255!SPC TXSC     -   1.00000260  x   0.99989901  =   0.99990161
 AN2255!UTM  14      -   1.00000260  x   1.00042071  =   1.00042331
 AN2255
 AN2255|---------------------------------------------------------------------|
 AN2255| PID    Reference Object                     Distance      Geod. Az  |
 AN2255|                                                           dddmmss.s |
 AN2255| AN1985 FRANCITAS RM 1                       59.690 METERS 00059     |
 AN2255| AN2003 FRANCITAS RM 2                                     08756     |
 AN2255| AN0187 PALACIOS NORTH BASE                 APPROX.13.5 KM 0903643.9 |
 AN2255| AN2256 LA WARD MUNICIPAL TANK              APPROX.10.5 KM 2673943.2 |
 AN2255|---------------------------------------------------------------------|
 AN2255
 AN2255                          SUPERSEDED SURVEY CONTROL
 AN2255
 AN2255  NAD 83(1986)-  28 50 55.00963(N)    096 21 24.38236(W) AD(       ) 1
 AN2255  NAD 27      -  28 50 54.05500(N)    096 21 23.49200(W) AD(       ) 1
 AN2255  NGVD 29 (07/19/86)   10.59   (m)           34.7    (f) LEVELING    3  
 AN2255
 AN2255.Superseded values are not recommended for survey control.
 AN2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2255.See file dsdata.txt to determine how the superseded data were derived.
 AN2255
 AN2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5787394084(NAD 83)
 AN2255_MARKER: DS = TRIANGULATION STATION DISK
 AN2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2255
 AN2255  HISTORY     - Date     Condition        Report By
 AN2255  HISTORY     - 1931     MONUMENTED       CGS
 AN2255  HISTORY     - 1944     GOOD             CGS
 AN2255  HISTORY     - 1951     GOOD             CGS
 AN2255  HISTORY     - 1956     GOOD             CGS
 AN2255  HISTORY     - 1961     GOOD             CGS
 AN2255  HISTORY     - 1979     MARK NOT FOUND   NGS
 AN2255  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN2255
 AN2255                          STATION DESCRIPTION
 AN2255
 AN2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2255'ABOUT 8-1/2 MILES W OF BLESSING, 0.7 MILE S AND 1.2 MILES
 AN2255'W OF THE RAILWAY STATION AT FRANCITAS, AND 1.2 MILES W OF
 AN2255'THE PALACIOS ROAD, IN THE NW CORNER OF A W-S TURN ON THE
 AN2255'LA WARD ROAD, IN SANDY SOIL ON A SMALL SPOIL BANK OF A DITCH
 AN2255'RUNNING E AND W, ON E SIDE OF A LARGE PASTURE LEASED BY
 AN2255'A.E. LANDIN, 16.4 METERS (54 FEET) NW OF THE CENTER LINE
 AN2255'OF ROAD AT TURN 9.8 METERS (32 FEET) W OF W GATE POST OF
 AN2255'GATE INTO PASTURE, 0.79 METER (2.6 FEET) W OF WIRE FENCE
 AN2255'LINE, AND 5.20 METERS (17.1 FEET) S OF FENCE CORNER POST.
 AN2255'
 AN2255'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 AN2255'SET IN CONCRETE.
 AN2255'
 AN2255'SURFACE MARK PROJECTS 6 INCHES ABOVE GROUND.
 AN2255'
 AN2255'REFERENCE MARK NO. 1 PROJECTS 4 INCHES ABOVE GROUND, IS ABOUT
 AN2255'65 METERS (213 FEET) N OF THE W-S TURN IN THE LA WARD ROAD,
 AN2255'ON NW SIDE OF A SMALL MOUND IN SANDY SOIL, IN SW CORNER
 AN2255'OF LARGE PASTURE, 54.5 METERS (179 FEET) N OF FENCE CORNER
 AN2255'POST, 27.90 METERS (91.5 FEET) E OF FENCE BETWEEN PASTURE,
 AN2255'AND 59.69 METERS (195.8 FEET) FROM STATION, N 0 DEG 01 MIN E.
 AN2255'
 AN2255'REFERENCE MARK NO. 2 PROJECTS 6 INCHES ABOVE GROUND, IS
 AN2255'0.7 MILE S AND 1.0 MILE W OF RAILWAY STATION, 1.0 MILE W
 AN2255'OF PALACIOS ROAD, ON S SIDE OF LARGE PASTURE, 14.1 METERS
 AN2255'(46 FEET) N OF CENTER LINE OF LA WARD ROAD, 2.97 METERS
 AN2255'(9.7 FEET) N OF WIRE FENCE LINE, AND APPROXIMATELY 0.2 MILE
 AN2255'FROM STATION, N 87 DEG 56 MIN E.  THE CHURCH
 AN2255'AT FRANCITAS IS APPROXIMATELY 1.5 MILES FROM STATION, AND
 AN2255'THE BEARINGS OF ITS W AND E DOMES ARE N 48 DEG 18 MIN E,
 AN2255'AND N 48 DEG 26 MIN E.
 AN2255'
 AN2255'REACHED FROM FRANCITAS BY PALCIOS DIRT ROAD 0.7 MILE S FROM
 AN2255'RAILWAY, THENCE W ON LA WARD DIRT ROAD 1.2 MILES TO STATION.
 AN2255
 AN2255                          STATION RECOVERY (1944)
 AN2255
 AN2255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 AN2255'STATION AND MARKS RECOVERED AS DESCRIBED.
 AN2255
 AN2255                          STATION RECOVERY (1951)
 AN2255
 AN2255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 AN2255'STATION IS LOCATED 0.7 MILE S ALONG A SHELL ROAD FROM THE
 AN2255'ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION AT FRANCITAS,
 AN2255'THENCE 1.1 MILES W ALONG A DIRT ROAD, ON THE OUTSIDE OF A
 AN2255'CURVE IN THE ROAD, 67 FEET NW OF THE CENTER LINE OF A DIRT
 AN2255'ROAD, 47 FEET N OF THE CENTER OF A WIRE GATE, 17.5 FEET S
 AN2255'OF A FENCE CORNER, 3 FEET N OF A WITNESS POST, IN A FENCE
 AN2255'LINE.
 AN2255'
 AN2255'STATION MARK IS A STANDARD STATION DISK, SET IN THE TOP
 AN2255'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 AN2255'AND IS STAMPED FRANCITAS 1931.
 AN2255'
 AN2255'REFERENCE MARK 1 IS 196.0 FEET N OF STATION FRANCITAS, ON
 AN2255'THE OUTSIDE OF A CURVE IN THE ROAD, AT THE SW CORNER OF A
 AN2255'LARGE PASTURE, 238 FEET NW OF THE CENTER LINE OF THE DIRT
 AN2255'ROAD, 90.5 FEET NE OF A FENCE, 42 FEET W OF THE CENTER LINE
 AN2255'OF A TRACK ROAD.  IT IS A STANDARD REFERENCE DISK, SET IN
 AN2255'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AN2255'THE GROUND, AND IS STAMPED FRANCITAS NO 1 1931.
 AN2255'
 AN2255'REFERENCE MARK 2 IS 0.2 MILE E OF STATION FRANCITAS, 46
 AN2255'FEET N OF THE CENTER LINE OF A DIRT ROAD, 175 YARDS W OF A
 AN2255'FARMHOUSE, 10 FEET N OF A FENCE, AND IS SET IN THE TOP OF
 AN2255'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AN2255'THE DISK IS STAMPED FRANCITAS NO 2 1931.
 AN2255
 AN2255                          STATION RECOVERY (1956)
 AN2255
 AN2255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WHS)
 AN2255'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AN2255'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 AN2255
 AN2255                          STATION RECOVERY (1961)
 AN2255
 AN2255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JRM)
 AN2255'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AN2255'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 AN2255'TO THE STATION SITE ARE CORRECT.
 AN2255
 AN2255                          STATION RECOVERY (1979)
 AN2255
 AN2255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AN2255'THE STATION SITE WAS VISITED AND NO TRACE OF THE STATION OR
 AN2255'REFERENCE MARKS WERE FOUND, THE AREA IS NOW IN A RICE FIELD AND
 AN2255'AN AIR STRIP.  THE STATION AND REFERENCE MARKS WERE LOST AT THE
 AN2255'TIME OF CONSTRUCTION IN THE AREA.
 AN2255'
 AN2255'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES W OF
 AN2255'BLESSING.
 AN2255
 AN2255                          STATION RECOVERY (1981)
 AN2255
 AN2255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AN2255'THE STATION WAS NOT FOUND AFTER AN EXTENSIVE SEARCH.  IT IS PRESUMED
 AN2255'TO HAVE BEEN DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1444 ***********************************************************************
 AE1444  DESIGNATION -  FRANK
 AE1444  PID         -  AE1444
 AE1444  STATE/COUNTY-  TX/STARR
 AE1444  USGS QUAD   -  SANTA ELENA (1993)
 AE1444
 AE1444                         *CURRENT SURVEY CONTROL
 AE1444  ___________________________________________________________________
 AE1444* NAD 83(1993)-  26 46 25.83984(N)    098 24 22.76377(W)     ADJUSTED  
 AE1444* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 AE1444  ___________________________________________________________________
 AE1444  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AE1444  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AE1444
 AE1444  HORZ ORDER  -  SECOND
 AE1444
 AE1444.The horizontal coordinates were established by classical geodetic methods
 AE1444.and adjusted by the National Geodetic Survey in February 1996..
 AE1444
 AE1444.The orthometric height was scaled from a topographic map.
 AE1444
 AE1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1444
 AE1444.The geoid height was determined by GEOID03.
 AE1444
 AE1444;                    North         East     Units Scale Factor Converg.
 AE1444;SPC TX S     - 5,122,669.509   309,315.493   MT  0.99990261   +0 02 33.1
 AE1444;SPC TX S     -16,806,624.88  1,014,812.58   sFT  0.99990261   +0 02 33.1
 AE1444;UTM  14      - 2,961,524.574   559,019.753   MT  0.99964300   +0 16 02.8
 AE1444
 AE1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1444!SPC TX S     -   0.99999211  x   0.99990261  =   0.99989472
 AE1444!UTM  14      -   0.99999211  x   0.99964300  =   0.99963512
 AE1444
 AE1444|---------------------------------------------------------------------|
 AE1444| PID    Reference Object                     Distance      Geod. Az  |
 AE1444|                                                           dddmmss.s |
 AE1444| CV3192 FRANK RM 1                           34.162 METERS 11520     |
 AE1444| CV3194 FRANK RM 3                           14.749 METERS 13634     |
 AE1444| CV3193 FRANK RM 2                           28.417 METERS 20438     |
 AE1444| CV3191 FRANK AZ MK                                        2222044.0 |
 AE1444| AE1446 HUMBLE OIL CO KELSEY DIST MAST      APPROX. 3.2 KM 3195820.2 |
 AE1444| AE1445 HUMBLE OIL CO KELSEY DIST TANK      APPROX. 3.2 KM 3230754.0 |
 AE1444|---------------------------------------------------------------------|
 AE1444
 AE1444                          SUPERSEDED SURVEY CONTROL
 AE1444
 AE1444  NAD 83(1986)-  26 46 25.84601(N)    098 24 22.73234(W) AD(       ) 2
 AE1444  NAD 27      -  26 46 24.65260(N)    098 24 21.68170(W) AD(       ) 2
 AE1444
 AE1444.Superseded values are not recommended for survey control.
 AE1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1444.See file dsdata.txt to determine how the superseded data were derived.
 AE1444
 AE1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5902061525(NAD 83)
 AE1444_MARKER: DS = TRIANGULATION STATION DISK
 AE1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1444
 AE1444  HISTORY     - Date     Condition        Report By
 AE1444  HISTORY     - 1961     MONUMENTED       CGS
 AE1444  HISTORY     - 1970     SEE DESCRIPTION  HUMBLE
 AE1444  HISTORY     - 1971     SEE DESCRIPTION  NGS
 AE1444
 AE1444                          STATION DESCRIPTION
 AE1444
 AE1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1444'THE STATION IS APPROXIMATELY 19 MILES SOUTHWEST OF RACHAL,
 AE1444'4-1/4 MILES NORTHEAST OF SAN ISIDRO, ON PROPERTY OWNED BY
 AE1444'MR. FRANK MC GILL.
 AE1444'
 AE1444'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AE1444'AND FARM ROAD 755 IN RACHAL, GO WEST ON FARM ROAD 755 FOR
 AE1444'7.2 MILES TO THE JUNCTION OF FARM ROAD 430.  BEAR LEFT ON
 AE1444'FARM ROAD 755 AND GO SOUTH, WEST AND SOUTHWEST FOR 11.1 MILES
 AE1444'TO RANCH BUILDINGS ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR
 AE1444'1.75 MILES TO A CROSSROAD (HOUSE IN THE NORTHWEST ANGLE).
 AE1444'TURN LEFT, CROSS CATTLE GUARD AND GO SOUTH AND SOUTHWESTERLY
 AE1444'ON SURFACED ROAD FOR 1.65 MILES TO THE STATION ON THE LEFT
 AE1444'JUST BEFORE REACHING A CROSSROAD.
 AE1444'
 AE1444'STATION MARKS ARE STANDARD DISKS STAMPED FRANK 1961.  THE
 AE1444'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1444'3 INCHES.  IT IS 146 FEET NORTHEAST OF THE CENTER OF THE
 AE1444'CROSSROADS, 110 FEET NORTH OF THE CENTER OF A CLICHE ROAD,
 AE1444'39 FEET EAST OF THE CENTER OF THE SURFACED ROAD, 29 FEET
 AE1444'NORTH OF A CORNER FENCE POST, 27.5 FEET NORTH OF A FENCE AND
 AE1444'2.5 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 AE1444'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 AE1444'SURFACE OF THE GROUND.
 AE1444'
 AE1444'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FRANK NO 1 1961,
 AE1444'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AE1444'IT IS 161 FEET EAST OF THE CENTER OF THE SURFACED ROAD, 120
 AE1444'FEET EAST OF THE CORNER FENCE POST, 75 FEET NORTH OF THE
 AE1444'CENTER OF THE CLICHE ROAD AND 1 FOOT NORTH OF THE FENCE.
 AE1444'
 AE1444'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FRANK NO 2 1961,
 AE1444'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AE1444'IT IS 51 FEET EAST OF THE CENTER OF THE SURFACED ROAD, 17
 AE1444'FEET NORTH OF THE CENTER OF THE CLICHE ROAD, 4 FEET NORTHEAST
 AE1444'OF A NORTH GATE POST AND 1.5 FEET EAST OF THE FENCE.
 AE1444'
 AE1444'AZIMUTH MARK, A STANDARD DISK STAMPED FRANK 1961, IS SET IN
 AE1444'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 75 FEET
 AE1444'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 33 FEET WEST OF
 AE1444'THE CENTER OF THE SURFACED ROAD AND 1.5 FEET NORTHEAST OF A
 AE1444'METAL WITNESS POST.
 AE1444'
 AE1444'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 AE1444'ON THE SURFACED ROAD FOR 0.4 MILE TO A CROSSROAD AND THE
 AE1444'AZIMUTH MARK IN THE SOUTHWEST ANGLE.
 AE1444'
 AE1444'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1444'
 AE1444'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AE1444
 AE1444                          STATION RECOVERY (1970)
 AE1444
 AE1444'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1970 (LFS)
 AE1444'FRANK 1961-SURF MARK DESTROYED - SUBSURFACE OK
 AE1444'
 AE1444'R.M. 1-UPROOTED
 AE1444'
 AE1444'R.M. 2-APPEARS TO BE OK
 AE1444'
 AE1444'AZ. MARK APPEARS TO BE O.K.  (SURF. MARK E R.M. 1 WERE UPROOTED
 AE1444'BY UNKNOWN BULLDOZER)
 AE1444
 AE1444                          STATION RECOVERY (1971)
 AE1444
 AE1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AE1444'THE STATION SUB-SURFACE MARK, REFERENCE MARK NO. 2 AND THE
 AE1444'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 AE1444'THE STATION SURFACE MARK WAS FOUND LAYING ON TOP OF THE GROUND.
 AE1444'REFERENCE MARK NO. 1 WAS FOUND TO HAVE BEEN HIT BY HEAVY
 AE1444'MACHINERY AND IS BADLY TILTED, IT IS LOCATED UNDER A FENCE-LINE
 AE1444'AND IT APPEARS THAT THE MARK IS WELL PROTECTED BY THE
 AE1444'FENCE-LINE, AND IN TIME MAY BE OF SOME USE IN RECOVERY OF THE
 AE1444'STATION.  THE DISTANCE AND THE DIRECTION WERE TAKEN TO THE
 AE1444'FACE OF THE DISK.  A NEW SURFACE MARK AND REFERENCE MARK
 AE1444'NO. 3 WERE ESTABLISHED AT THIS TIME.
 AE1444'
 AE1444'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AE1444'
 AE1444'THE STATION IS LOCATED ABOUT 19 MILES SOUTHWEST OF RACHAL,
 AE1444'ABOUT 4-1/2 MILES NORTHEAST OF SAN ISIDO, IN THE SOUTHWEST
 AE1444'CORNER OF FENCE LINE AND ON PASTURE LAND OWNED BY MR. FRANK
 AE1444'MC GILL.
 AE1444'
 AE1444'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AE1444'281 AND FARM ROAD 755 IN RACHAL, GO WESTERLY ON FARM ROAD
 AE1444'755 FOR 7.2 MILES TO THE INTERSECTION OF FARM ROAD 430.  KEEP
 AE1444'LEFT AND CONTINUE WESTERLY ON FARM ROAD 755 FOR 11.1 MILES
 AE1444'TO RANCH BUILDINGS ON THE RIGHT, CONTINUE STRAIGHT AHEAD
 AE1444'ON FARM ROAD 755 FOR 1.75 MILES TO CROSSROADS.  TURN LEFT AND GO
 AE1444'SOUTHERLY PASSING THROUGH BUMPER-GATE ON SURFACE ROAD FOR
 AE1444'1.65 MILES TO STATION ON THE LEFT IN FENCE-CORNER, JUST
 AE1444'BEFORE REACHING A CALICHE ROAD ON THE LEFT LEADING TO CORRALS
 AE1444'AND WINDMILL.
 AE1444'
 AE1444'STATION MARKS ARE STANDARD DISKS STAMPED, SUB-SURFACE MARK
 AE1444'FRANK 1961, AS THE MARK WAS NOT MOVED FROM ITS ORIGINAL POSITION,
 AE1444'THE SURFACE MARK IS A SQUARE CONCRETE POST THAT IS ABOUT
 AE1444'4-INCHES BELOW THE SURFACE AND THE DISK IS STAMPED FRANK
 AE1444'1961 1971.  IT IS 296 FEET WEST OF A LARGE CONCRETE WATER-TANK,
 AE1444'127 FEET WEST-NORTHWEST OF A T FENCE CORNER, 126 FEET
 AE1444'NORTH-NORTHEAST OF THE CENTER OF A CALICHE ROAD, 41 FEET
 AE1444'EAST-NORTHEAST OF THE CENTER OF SURFACE ROAD, 28.1 FEET
 AE1444'NORTH-NORTHEAST OF A FENCE-CORNER, 4.0 FEET EAST OF A METAL
 AE1444'WITNESS POST AND 3.3 FEET EAST OF A FENCE-LINE.
 AE1444'
 AE1444'REFERENCE MARK NO. 1 (SEE NOTE ABOVE) IS A STANDARD DISK
 AE1444'STAMPED FRANK NO 1 1961, SET IN THE TOP OF A SQUARE CONCRETE
 AE1444'POST THAT PROJECTS 4-INCHES.  IT IS 113 FEET EAST OF A
 AE1444'FENCE-CORNER, 93 FEET NORTH OF THE CENTER OF CALICHE ROAD,
 AE1444'82 FEET NORTH OF THE NORTH END OF GATE AND UNDER A FENCE-LINE.
 AE1444'
 AE1444'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FRANK NO 2
 AE1444'1961, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 AE1444'4 INCHES.  IT IS 144 FEET WEST OF A METAL GATE, 66.3 FEET
 AE1444'SOUTH OF A FENCE-CORNER, 50 FEET EAST OF THE CENTER OF SURFACE
 AE1444'ROAD, 58 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 AE1444'OF SURFACE ROAD AND CALICHE ROAD AND 35 FEET NORTH OF THE
 AE1444'CENTER OF CALICHE ROAD.
 AE1444'
 AE1444'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED FRANK 1961
 AE1444'NO 3 1971, SET IN A ROUND CONCRETE POST THAT IS FLUSH WITH
 AE1444'THE GROUND.  IT IS 93 FEET NORTH OF THE CENTER OF CALICHE ROAD,
 AE1444'91 FEET EAST OF THE CENTER OF SURFACE ROAD, 85 FEET WEST OF A
 AE1444'T FENCE CORNER AND 50 FEET EAST OF A FENCE-CORNER.
 AE1444'
 AE1444'AZIMUTH MARK IS A STANDARD DISK STAMPED FRANK 1961, SET
 AE1444'IN A SQUARE CONCRETE POST THAT PROJECTS ABOUT 6 INCHES.  IT
 AE1444'IS 166 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 AE1444'TWO SURFACE ROADS, 96 FEET NORTH-NORTHWEST OF A HI-LINE POLE,
 AE1444'75 FEET SOUTHWEST OF THE CENTER OF GRAVEL ROAD, 33 FEET
 AE1444'WEST OF THE CENTER OF SURFACE ROAD AND 1.5 FEET NORTHEAST
 AE1444'OF A METAL WITNESS POST.
 AE1444'
 AE1444'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 AE1444'ON SURFACE ROAD FOR 0.35 MILE TO A SURFACE ROAD ON THE LEFT
 AE1444'AND AZIMUTH MARK ON THE RIGHT TO THE SOUTHWEST ABOUT 170 FEET.
 AE1444'
 AE1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SAN ISIDO
 AE1444'4-1/2 MILES NE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1289 ***********************************************************************
 BZ1289  DESIGNATION -  FRANK
 BZ1289  PID         -  BZ1289
 BZ1289  STATE/COUNTY-  TX/HILL
 BZ1289  USGS QUAD   -  WHITNEY (1979)
 BZ1289
 BZ1289                         *CURRENT SURVEY CONTROL
 BZ1289  ___________________________________________________________________
 BZ1289* NAD 83(1993)-  31 58 43.32132(N)    097 21 24.56148(W)     ADJUSTED  
 BZ1289* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 BZ1289  ___________________________________________________________________
 BZ1289  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 BZ1289  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BZ1289
 BZ1289  HORZ ORDER  -  SECOND
 BZ1289
 BZ1289.The horizontal coordinates were established by classical geodetic methods
 BZ1289.and adjusted by the National Geodetic Survey in February 1996..
 BZ1289
 BZ1289.The orthometric height was scaled from a topographic map.
 BZ1289
 BZ1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1289
 BZ1289.The geoid height was determined by GEOID03.
 BZ1289
 BZ1289;                    North         East     Units Scale Factor Converg.
 BZ1289;SPC TXNC     - 2,035,190.872   708,050.268   MT  1.00004642   +0 37 24.5
 BZ1289;SPC TXNC     - 6,677,122.05  2,322,994.92   sFT  1.00004642   +0 37 24.5
 BZ1289;SPC TX C     - 3,260,078.890   981,298.878   MT  1.00002701   +1 31 59.1
 BZ1289;SPC TX C     -10,695,775.49  3,219,478.07   sFT  1.00002701   +1 31 59.1
 BZ1289;UTM  14      - 3,539,254.011   655,252.170   MT  0.99989726   +0 52 13.5
 BZ1289
 BZ1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1289!SPC TXNC     -   0.99997291  x   1.00004642  =   1.00001933
 BZ1289!SPC TX C     -   0.99997291  x   1.00002701  =   0.99999992
 BZ1289!UTM  14      -   0.99997291  x   0.99989726  =   0.99987017
 BZ1289
 BZ1289|---------------------------------------------------------------------|
 BZ1289| PID    Reference Object                     Distance      Geod. Az  |
 BZ1289|                                                           dddmmss.s |
 BZ1289| CV4004 FRANK RM 2                           23.061 METERS 05521     |
 BZ1289| BZ1292 WHITNEY MUNICIPAL TANK              APPROX. 4.6 KM 1343325.4 |
 BZ1289| CV4002 FRANK AZ MK                                        1920506.4 |
 BZ1289| CV4003 FRANK RM 1                           21.821 METERS 33659     |
 BZ1289|---------------------------------------------------------------------|
 BZ1289
 BZ1289                          SUPERSEDED SURVEY CONTROL
 BZ1289
 BZ1289  NAD 83(1986)-  31 58 43.32883(N)    097 21 24.54041(W) AD(       ) 2
 BZ1289  NAD 27      -  31 58 42.76800(N)    097 21 23.48800(W) AD(       ) 2
 BZ1289
 BZ1289.Superseded values are not recommended for survey control.
 BZ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1289.See file dsdata.txt to determine how the superseded data were derived.
 BZ1289
 BZ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA5525239254(NAD 83)
 BZ1289_MARKER: DS = TRIANGULATION STATION DISK
 BZ1289_SETTING: 0 = UNSPECIFIED SETTING
 BZ1289
 BZ1289  HISTORY     - Date     Condition        Report By
 BZ1289  HISTORY     - 1944     MONUMENTED       CGS
 BZ1289  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ1289
 BZ1289                          STATION DESCRIPTION
 BZ1289
 BZ1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1289'STATION IS LOCATED ABOUT 3.0 MILES NW OF WHITNEY, 3.0 MILES
 BZ1289'ESE OF FORT GRAHAM, 1.25 MILES NE OF THE BRAZOS RIVER, ON
 BZ1289'A FLAT-TOPPED RIDGE, AND ON LAND OWNED BY B.M. FRANK.  IT
 BZ1289'IS ABOUT 0.15 MILE SW OF THE FRANK RANCH HOUSE, SET IN THE
 BZ1289'SW CORNER OF A T-FENCE CORNER INTERSECTION, 15 FEET SW OF
 BZ1289'THE FENCE CORNER, 12 FEET W OF THE N-S FENCE LINE, AND 8
 BZ1289'FEET S OF THE E-W FENCE LINE.  IT IS STAMPED FRANK 1944
 BZ1289'AND PROJECTS ABOUT 5 INCHES.
 BZ1289'
 BZ1289'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1289'DISKS SET IN CONCRETE.
 BZ1289'
 BZ1289'REFERENCE MARK 1 IS N OF THE STATION, 1 FOOT W OF THE N-S
 BZ1289'FENCE LINE.  IT IS STAMPED FRANK NO 1 1944 AND PROJECTS
 BZ1289'ABOUT 6 INCHES.
 BZ1289'
 BZ1289'REFERENCE MARK 2 IS ENE OF THE STATION, SET IN THE OPEN
 BZ1289'PASTURE FIELD.  IT IS STAMPED FRANK NO 2 1944 AND PROJECTS
 BZ1289'ABOUT 4 INCHES.
 BZ1289'
 BZ1289'AZIMUTH MARK IS ABOUT 0.5 MILE SW OF THE STATION, 45 FEET
 BZ1289'NE OF A DIRT ROAD T-INTERSECTION, 20 FEET N OF THE FENCE
 BZ1289'CORNER, 25 FEET E OF THE CENTER LINE OF THE DIRT ROAD, AND
 BZ1289'1 FOOT W OF THE FENCE LINE.  IT IS STAMPED FRANK 1944 AND
 BZ1289'PROJECTS ABOUT 5 INCHES.  TO REACH FROM THE STATION, GO
 BZ1289'BACK (S) TO THE WIRE GATE AND MAIN ROAD, TURN RIGHT AND
 BZ1289'GO 0.3 MILE TO THE MARK ON THE RIGHT IN FENCE LINE.
 BZ1289'
 BZ1289'TO REACH THE STATION FROM WHITNEY, GO W ON THE MAIN STREET
 BZ1289'AND FOLLOW THE MAIN-TRAVELED GRADED DIRT ROAD W AND N FOR
 BZ1289'2.6 MILES TO A T-ROAD LEFT, CONTINUE STRAIGHT AHEAD ON GRADED
 BZ1289'DIRT ROAD FOR 0.5 MILE TO A T-ROAD RIGHT, TURN RIGHT AND
 BZ1289'FOLLOW DIRT ROAD E FOR 0.3 MILE TO THE FIRST HOUSE ON THE
 BZ1289'RIGHT AND A WIRE GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 BZ1289'WIRE GATE AND FOLLOW FARM ROAD IN A N DIRECTION FOR 0.3
 BZ1289'MILE, LEAVE THE FARM ROAD AT THIS POINT, TURN LEFT IN A
 BZ1289'NW DIRECTION FOR 0.1 MILE TO THE FENCE LINE INTERSECTION
 BZ1289'AND STATION.
 BZ1289'
 BZ1289'OBSERVATIONS MADE FROM A 37-FOOT TOWER.
 BZ1289'
 BZ1289'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BZ1289
 BZ1289                          STATION RECOVERY (1999)
 BZ1289
 BZ1289'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0817 ***********************************************************************
 EN0817  DESIGNATION -  FRANK
 EN0817  PID         -  EN0817
 EN0817  STATE/COUNTY-  TX/ARMSTRONG
 EN0817  USGS QUAD   -  LUTTRELL SPRINGS (1963)
 EN0817
 EN0817                         *CURRENT SURVEY CONTROL
 EN0817  ___________________________________________________________________
 EN0817* NAD 83(1993)-  34 59 24.61416(N)    101 26 56.95269(W)     ADJUSTED  
 EN0817* NAVD 88     -      1043.     (meters)    3422.     (feet)  SCALED    
 EN0817  ___________________________________________________________________
 EN0817  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 EN0817  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EN0817
 EN0817  HORZ ORDER  -  SECOND
 EN0817
 EN0817.The horizontal coordinates were established by classical geodetic methods
 EN0817.and adjusted by the National Geodetic Survey in February 1996..
 EN0817
 EN0817.The orthometric height was scaled from a topographic map.
 EN0817
 EN0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0817
 EN0817.The geoid height was determined by GEOID03.
 EN0817
 EN0817;                    North         East     Units Scale Factor Converg.
 EN0817;SPC TX N     - 1,109,847.860   204,641.951   MT  0.99993857   +0 01 46.1
 EN0817;SPC TX N     - 3,641,225.85    671,396.13   sFT  0.99993857   +0 01 46.1
 EN0817;UTM  14      - 3,874,693.706   276,460.468   MT  1.00021590   -1 24 18.1
 EN0817
 EN0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0817!SPC TX N     -   0.99984040  x   0.99993857  =   0.99977897
 EN0817!UTM  14      -   0.99984040  x   1.00021590  =   1.00005626
 EN0817
 EN0817|---------------------------------------------------------------------|
 EN0817| PID    Reference Object                     Distance      Geod. Az  |
 EN0817|                                                           dddmmss.s |
 EN0817| EN0816 BRUNSON                              19.714 METERS 08859     |
 EN0817| CJ6413 FRANK AZ MK                                        1224622.0 |
 EN0817| EN0889 WAYSIDE ATT MICRO RELAY MST         APPROX.21.3 KM 2092842.1 |
 EN0817| CJ6414 FRANK RM 1                           15.913 METERS 26303     |
 EN0817| CJ6415 FRANK RM 2                           49.158 METERS 33534     |
 EN0817|---------------------------------------------------------------------|
 EN0817
 EN0817                          SUPERSEDED SURVEY CONTROL
 EN0817
 EN0817  NAD 83(1993)-  34 59 24.61839(N)    101 26 56.94876(W) AD(       ) 2
 EN0817  NAD 83(1986)-  34 59 24.62090(N)    101 26 56.94428(W) AD(       ) 2
 EN0817  NAD 27      -  34 59 24.42849(N)    101 26 55.33301(W) AD(       ) 2
 EN0817
 EN0817.Superseded values are not recommended for survey control.
 EN0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0817.See file dsdata.txt to determine how the superseded data were derived.
 EN0817
 EN0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD7646074694(NAD 83)
 EN0817_MARKER: DS = TRIANGULATION STATION DISK
 EN0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0817
 EN0817  HISTORY     - Date     Condition        Report By
 EN0817  HISTORY     - 1964     MONUMENTED       CGS
 EN0817
 EN0817                          STATION DESCRIPTION
 EN0817
 EN0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0817'STATION IS LOCATED, AIRLINE, ABOUT 26 MILES SOUTHEAST OF AMARILLO,
 EN0817'23 MILES WEST OF ASHTOLA, 10 MILES SOUTH SOUTHWEST OF CLAUDE AND IN
 EN0817'THE YARD SOUTHEAST OF FRANK BRUNSONS RESIDENCE.
 EN0817'
 EN0817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM
 EN0817'ROAD 284, IN CLAUDE, GO SOUTH ON FARM ROAD 284 FOR 8.6 MILES TO A
 EN0817'CROSSROAD, FARM ROAD 1258 ON THE RIGHT.  TURN RIGHT, WEST, ON FARM
 EN0817'ROAD 1258, AND GO 4.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 EN0817'CONTINUE WEST FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTH,
 EN0817'AND GO 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.1 MILE
 EN0817'TO THE SOUTH SIDE OF THE FARM YARD AND THE STATION ALONG THE
 EN0817'FENCELINE.
 EN0817'
 EN0817'STATION MARK IS A STANDARD DISK, STAMPED FRANK 1964, SET IN TOP OF A
 EN0817'12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 116.7
 EN0817'FEET SOUTH OF A BRICK WATER TANK, 67.7 FEET WEST OF A FENCE CORNER
 EN0817'AND 4.9 FEET NORTH OF A FENCELINE AND METAL WITNESS POST.
 EN0817'
 EN0817'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FRANK NO 1 1964, SET
 EN0817'IN TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0817'IS AT ABOUT THE SAME ELEVATION AS THE STATION, 129.0 FEET SOUTH
 EN0817'SOUTHWEST OF THE BRICK WATER TANK AND 1.0 FOOT NORTH OF THE
 EN0817'FENCELINE.
 EN0817'
 EN0817'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FRANK NO 2 1964,
 EN0817'CEMENTED IN A DRILL HOLE IN THE CONCRETE APRON OF THE GARAGE.  IT
 EN0817'IS AT ABOUT THE SAME ELEVATION AS THE STATION, 57.0 FEET WEST
 EN0817'NORTHWEST OF THE BRICK WATER TANK AND 1.0 FOOT SOUTHWEST OF THE
 EN0817'SOUTHEAST CORNER OF THE GARAGE.
 EN0817'
 EN0817'STATION BRUNSON IS A STANDARD USGS DISK, STAMPED BRUNSON 1953, SET IN
 EN0817'THE TOP OF AN 8 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 EN0817'AT ABOUT THE SAME ELEVATION AS THE STATION, 137.0 FEET SOUTH
 EN0817'SOUTHEAST OF THE BRICK WATER TANK AND 4.3 FEET NORTHWEST OF THE
 EN0817'FENCE CORNER.
 EN0817'
 EN0817'AZIMUTH MARK IS A STANDARD DISK, STAMPED FRANK 1964, SET IN TOP OF
 EN0817'A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 50.0 FEET
 EN0817'SOUTH OF THE CENTERLINE OF THE FARM ROAD, 15.0 FEET EAST OF THE
 EN0817'CENTER OF A CATTLE GUARD, 2.0 FEET WEST OF SIGN E.J. CHAPMAN 1
 EN0817'MILE AND 1.0 FOOT NORTH OF THE FENCELINE AND METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1471 ***********************************************************************
 AH1471  DESIGNATION -  FRANK 2 1912
 AH1471  PID         -  AH1471
 AH1471  STATE/COUNTY-  TX/KLEBERG
 AH1471  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1471
 AH1471                         *CURRENT SURVEY CONTROL
 AH1471  ___________________________________________________________________
 AH1471* NAD 83(1993)-  27 22 47.01642(N)    097 28 36.01844(W)     ADJUSTED  
 AH1471* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 AH1471  ___________________________________________________________________
 AH1471  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AH1471  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH1471
 AH1471  HORZ ORDER  -  THIRD
 AH1471
 AH1471.The horizontal coordinates were established by classical geodetic methods
 AH1471.and adjusted by the National Geodetic Survey in February 1996..
 AH1471
 AH1471.The orthometric height was scaled from a topographic map.
 AH1471
 AH1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1471
 AH1471.The geoid height was determined by GEOID03.
 AH1471
 AH1471;                    North         East     Units Scale Factor Converg.
 AH1471;SPC TX S     - 5,190,204.372   401,217.382   MT  0.99991654   +0 27 52.6
 AH1471;SPC TX S     -17,028,195.51  1,316,327.36   sFT  0.99991654   +0 27 52.6
 AH1471;UTM  14      - 3,029,415.674   650,636.642   MT  0.99988011   +0 42 02.5
 AH1471
 AH1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1471!SPC TX S     -   1.00000196  x   0.99991654  =   0.99991850
 AH1471!UTM  14      -   1.00000196  x   0.99988011  =   0.99988207
 AH1471
 AH1471                          SUPERSEDED SURVEY CONTROL
 AH1471
 AH1471  NAD 83(1986)-  27 22 47.03321(N)    097 28 35.99326(W) AD(       ) 3
 AH1471  NAD 27      -  27 22 45.90000(N)    097 28 35.02800(W) AD(       ) 3
 AH1471
 AH1471.Superseded values are not recommended for survey control.
 AH1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1471.See file dsdata.txt to determine how the superseded data were derived.
 AH1471
 AH1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5063729416(NAD 83)
 AH1471_MARKER: Z = SEE DESCRIPTION
 AH1471_SETTING: 0 = UNSPECIFIED SETTING
 AH1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1471
 AH1471  HISTORY     - Date     Condition        Report By
 AH1471  HISTORY     - 1912     MONUMENTED       CGS
 AH1471  HISTORY     - 1938     GOOD             CGS
 AH1471  HISTORY     - 1949     GOOD             CGS
 AH1471  HISTORY     - 1968     GOOD             CGS
 AH1471
 AH1471                          STATION DESCRIPTION
 AH1471
 AH1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1471'ON THE W SHORE OF AGUA DULCE CREEK, KNOWN LOCALLY AS ALAZAN
 AH1471'BAY, AND ABOUT 7 MILES FROM BAFFINS BAY.  THE STATION IS ABOUT
 AH1471'50 METERS (164 FEET) S OF THE SUMMIT OF A CONSPICUOUS FLAT-TOPPED
 AH1471'HILL, 50 OR 60 FEET HIGH, 250 METERS (820 FEET) LONG E AND W, AND
 AH1471'600 METERS (1,968 FEET) FROM THE SHORE.  ONE-HALF MILE TO THE
 AH1471'SE AND 150 METERS (492 FEET) FROM THE BEACH IS A MOTTE
 AH1471'RESEMBLING A BUSHY HILL, AND 3/4 MILE TO THE NE NEAR ANOTHER
 AH1471'HILL IS A PAIR OF TWIN WINDMILLS.
 AH1471'
 AH1471'THE SURFACE MARK IS THE POINT OF A COPPER WEDGE PROJECTING
 AH1471'FROM THE TOP OF A COLUMN OF CONCRETE ABOUT 2 FEET LONG, WHICH
 AH1471'IS EMBEDDED IN THE GROUND.
 AH1471'
 AH1471'THE UNDERGROUND MARK IS A BLOCK OF CONCRETE SET INTO THE
 AH1471'GROUND WITH ITS TOP ABOUT 3 FEET BELOW THE SURFACE.  THE POINT
 AH1471'OF A COPPER WEDGE PROJECTING FROM THE CONCRETE INDICATES
 AH1471'THE CENTER OF THE STATION.  THE FOLLOWING DIRECTIONS
 AH1471'WERE OBSERVED--CHANNEL STAKE IN THE BAY, S 0 DEG 00 MIN W.  END
 AH1471'OF FENCE IN THE WATER, S 4 DEG 45 MIN W.  LEFT OF THE TWO WINDMILLS,
 AH1471'N 18 DEG 36 MIN E.  RIGHT OF THE TWO WINDMILLS, N 19 DEG 41 MIN W.
 AH1471'A LONE SPANISH DAGGER ON THE BEACH, S 22 DEG 19 MIN E.
 AH1471
 AH1471                          STATION RECOVERY (1938)
 AH1471
 AH1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1471'THIS STATION WAS NOT VISITED BY THIS PARTY.  IT WAS
 AH1471'UNINTENTIONALLY MISSED WHILE THE PARTY WAS WORKING IN THE
 AH1471'VICINITY.
 AH1471'
 AH1471'IT IS THOUGHT THAT THE STATION MAY STILL EXIST AND CAN BE
 AH1471'FOUND UNLESS DISTURDED BY OTHER THAN NATURAL CAUSES.
 AH1471
 AH1471                          STATION RECOVERY (1949)
 AH1471
 AH1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1471'STATION RECOVERED IN GOOD CONDITION.  IT IS IN KLEBERG COUNTY
 AH1471'NOT NUECES COUNTY.
 AH1471'
 AH1471'STATION IS LOCATED ON THE HIGHEST HILL IN THE VICINITY, ON
 AH1471'THE W END OF THE HILL, ABOUT 20 FEET FROM THE HIGHEST POINT
 AH1471'OF THE HILL.  STATION IS MARKED BY A COPPER WEDGE IN THE
 AH1471'TOP OF A MASS OF CONCRETE SET FLUSH WITH THE GROUND.
 AH1471'
 AH1471'TO REACH THE STATION FROM LAURELES RANCH HEADQUARTERS, GO N
 AH1471'0.25 MILE TO A BUMP GATE, PASS THROUGH BUMP AND GO SE 2.7
 AH1471'MILES ON THE MAIN TRAVELED ROAD TO A SECOND BUMP GATE, PASS
 AH1471'THROUGH GATE AND CONTINUE 4.6 MILES TO ANOTHER GATE AT OJO DE
 AH1471'AGUA WINDMILL AND CAMP, PASS THROUGH THIS GATE AND CONTINUE
 AH1471'STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD 1.1 MILES TO ANOTHER
 AH1471'GATE, PASS THROUGH GATE AND CONTINUE STRAIGHT AHEAD ON THE
 AH1471'MAIN TRAVELED ROAD 0.8 MILE TO A FORK, TAKE RIGHT FORK AND GO
 AH1471'2.4 MILES TO SORDO WINDMILL ON THE RIGHT, PASS THE WINDMILL
 AH1471'AND CONTINUE STRAIGHT AHEAD 4.0 MILES TO A FORK, TAKE RIGHT
 AH1471'FORK AND CONTINUE 3.6 MILES TO ANOTHER FORK AT NOCHE BUENA
 AH1471'WINDMILL, TURN LEFT AND PASS WINDMILL AND GO 1.5 MILES TO
 AH1471'THE END OF THE PAVEMENT, MESQUITE ARTESIAN WELL AND POND,
 AH1471'TURN SE AROUND THE POND ON A DIRT ROAD AND GO 1.0 MILE
 AH1471'ACROSS THE RANGE AND AROUND TO THE S SIDE OF THE HIGHEST
 AH1471'HILL IN THE VICINITY, TURN N UP THE HILL TO THE TOP AND THE
 AH1471'STATION SITE.
 AH1471
 AH1471                          STATION RECOVERY (1968)
 AH1471
 AH1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1471'STATION MARK RECOVERED IN GOOD CONDITION.  STATION WAS REACHED
 AH1471'BY BOAT AND BY FOOT.  THE 1949 RECOVERY NOTE BY GEM, JR.,
 AH1471'IS ADEQUATE WITH THE FOLLOWING CORRECTIONS--MARK IS A BRASS
 AH1471'WEDGE, NOT A COPPER WEDGE.  MARK PROTRUDES 0.2 FEET.  A
 AH1471'4X4 WITNESS POST IS 3.0 FEET SOUTHWEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0994 ***********************************************************************
 CA0994  DESIGNATION -  FRANKLIN
 CA0994  PID         -  CA0994
 CA0994  STATE/COUNTY-  TX/LAMPASAS
 CA0994  USGS QUAD   -  RUMLEY (1979)
 CA0994
 CA0994                         *CURRENT SURVEY CONTROL
 CA0994  ___________________________________________________________________
 CA0994* NAD 83(1993)-  31 14 49.40696(N)    098 03 08.64979(W)     ADJUSTED  
 CA0994* NAVD 88     -       427.2    (meters)    1402.     (feet)  VERTCON   
 CA0994  ___________________________________________________________________
 CA0994  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 CA0994  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CA0994
 CA0994  HORZ ORDER  -  FIRST
 CA0994
 CA0994.The horizontal coordinates were established by classical geodetic methods
 CA0994.and adjusted by the National Geodetic Survey in February 1996..
 CA0994
 CA0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0994
 CA0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0994
 CA0994.The geoid height was determined by GEOID03.
 CA0994
 CA0994;                    North         East     Units Scale Factor Converg.
 CA0994;SPC TX C     - 3,177,422.317   917,236.028   MT  0.99989090   +1 10 29.3
 CA0994;SPC TX C     -10,424,593.05  3,009,298.54   sFT  0.99989090   +1 10 29.3
 CA0994;UTM  14      - 3,457,369.707   590,231.227   MT  0.99970042   +0 29 29.7
 CA0994
 CA0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0994!SPC TX C     -   0.99993705  x   0.99989090  =   0.99982796
 CA0994!UTM  14      -   0.99993705  x   0.99970042  =   0.99963749
 CA0994
 CA0994|---------------------------------------------------------------------|
 CA0994| PID    Reference Object                     Distance      Geod. Az  |
 CA0994|                                                           dddmmss.s |
 CA0994| CV4007 FRANKLIN RM 1                                      08440     |
 CA0994| CV4008 FRANKLIN RM 2                        14.509 METERS 08443     |
 CA0994| BZ1349 COPPERAS COVE CHURCH SPIRE          APPROX.20.1 KM 1332029.5 |
 CA0994| BZ1350 COPPERAS COVE SCHOOLHOUSE DOME      APPROX.20.2 KM 1333508.6 |
 CA0994| CV4006 FRANKLIN RM                          82.585 METERS 16255     |
 CA0994| CV4005 FRANKLIN AZ MK                                     1752421.3 |
 CA0994| CV4009 FRANKLIN RM 3                        14.347 METERS 33301     |
 CA0994|---------------------------------------------------------------------|
 CA0994
 CA0994                          SUPERSEDED SURVEY CONTROL
 CA0994
 CA0994  NAD 83(1986)-  31 14 49.41644(N)    098 03 08.63390(W) AD(       ) 1
 CA0994  NAD 27      -  31 14 48.81300(N)    098 03 07.53200(W) AD(       ) 1
 CA0994  NGVD 29 (07/19/86)  427.1    (m)         1401.     (f) VERT ANG       
 CA0994
 CA0994.Superseded values are not recommended for survey control.
 CA0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0994.See file dsdata.txt to determine how the superseded data were derived.
 CA0994
 CA0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV9023157370(NAD 83)
 CA0994_MARKER: DS = TRIANGULATION STATION DISK
 CA0994_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CA0994_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 CA0994
 CA0994  HISTORY     - Date     Condition        Report By
 CA0994  HISTORY     - 1902     MONUMENTED       CGS
 CA0994  HISTORY     - 1943     SEE DESCRIPTION  CGS
 CA0994  HISTORY     - 1953     GOOD             USGS
 CA0994  HISTORY     - 1953     GOOD             USGS
 CA0994  HISTORY     - 1967     GOOD             CGS
 CA0994
 CA0994                          STATION DESCRIPTION
 CA0994
 CA0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 CA0994'ABOUT 14 MILES NW OF COPPERAS COVE, 3 MILES S OF E OF HIGGINS
 CA0994'GAP, NEAR THE SOUTHERN EXTREMITY OF A VERY PROMINENT WOODED
 CA0994'RIDGE, RUNNING ABOUT NW AND SE, ON THE LAND OF B.M. FRANKLIN,
 CA0994'OF LAMPASAS.  SURFACE MARK IS NAIL IN IRON PIPE SET IN BLOCK
 CA0994'OF CONCRETE.  UNDERGROUND MARK IS SIMILAR TO SURFACE
 CA0994'MARK.  REFERENCE MARK IS ALSO OF SAME TYPE AS SURFACE
 CA0994'MARK.  IT IS S OF THE STATION
 CA0994'AND ABOUT 2 YARDS E OF A TWIN-OAK TREE, EACH OF THE TWO
 CA0994'PARTS OF WHICH IS MARKED WITH A TRIANGLE FACING THE REFERENCE
 CA0994'MARK, AND IS 82.585 METERS (270.95 FEET) FROM THE STATION
 CA0994'S 17 DEG 05 MIN E.  ELEVATION OF STATION, 427.1
 CA0994'METERS (1,401 FEET).
 CA0994
 CA0994                          STATION RECOVERY (1943)
 CA0994
 CA0994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA0994'SUBSURFACE MARK WAS RECOVERED IN GOOD CONDITION.  THE SURFACE
 CA0994'MARK AND REFERENCE MARK HAVE BEEN DESTROYED.  A NEW UNDERGROUND
 CA0994'AND SURFACE MARK WERE ESTABLISHED.
 CA0994'TWO NEW REFERENCE MARKS AND AN AZIMUTH
 CA0994'MARK WERE ESTABLISHED.  THE STATION
 CA0994'IS ABOUT 14 MILES NW OF COPPERAS COVE, 3 MILES S OF E OF
 CA0994'HIGGINS GAP, NEAR THE SOUTHERN EXTREMITY OF A VERY PROMINENT
 CA0994'WOODED RIDGE, RUNNING ABOUT NW AND SE.  IT IS ON THE HIGHEST
 CA0994'PART AND ABOUT THE CENTER OF THE BRUSHY MOUNTAIN.  IT IS
 CA0994'AT THE NE EDGE OF A DIM CATTLE TRAIL WHICH PASSES THROUGH
 CA0994'A POST OAK THICKET.  THE MARK PROJECTS 6 INCHES AND IS
 CA0994'STAMPED FRANKLIN 1902 1943.  ABOUT THE ONLY WAY TO
 CA0994'DESCRIBE THE STATION IS BY THE WAY IT CAN BE REACHED AS
 CA0994'THERE ARE NO LAND MARKS NEARBY
 CA0994'
 CA0994'REFERENCE MARK NO. 2 IS ON THE E SIDE OF A SMALL OPENING
 CA0994'ABOUT 50 FEET E OF THE STATION.  THE MARK PROJECTS 10 INCHES.
 CA0994'
 CA0994'REFERENCE MARK NO. 3 IS ON THE W SIDE OF A CATTLE TRAIL ABOUT
 CA0994'50 FEET NW OF THE STATION.  THE MARK PROJECTS 8 INCHES.
 CA0994'
 CA0994'THE AZIMUTH MARK IS ABOUT 0.25 MILE S OF THE STATION IN THE
 CA0994'SE CORNER OF THE SECOND AND LARGEST OF TWO GLADES MENTIONED
 CA0994'IN THE DESCRIPTION.  THE MARK IS ON THE S EDGE OF THE GLADE,
 CA0994'21 FEET W OF THE CENTER LINE OF THE TRAIL AND ABOUT 50 FEET
 CA0994'S OF A GROUP OF LIVE OAK TREES.  THE MARK PROJECTS 12 INCHES.
 CA0994'
 CA0994'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF
 CA0994'THE STATION AND WITH THEIR RESPECTIVE NUMBERS.
 CA0994'
 CA0994'REACHED FROM THE CROSS STREETS ABOUT 1 BLOCK S OF THE DEPOT
 CA0994'IN COPPERAS COVE BY GOING W ON A GRADED DIRT ROAD FOR 0.8
 CA0994'MILE TO RAILROAD CROSSING.  THEN CROSS RAILROAD AND CONTINUE
 CA0994'NW ON GRADED DIRT ROAD FOR 1.65 MILES TO A SIDE ROAD GOING
 CA0994'TO THE RIGHT.  THEN CONTINUE STRAIGHT AHEAD, NW, FOR 2.1
 CA0994'MILES TO A FORKS.  THEN RIGHT FORK, GRADED DIRT ROAD, N AND
 CA0994'NW FOR 2.2 MILES TO T-ROADS.  THEN LEFT, S AND W, ON GRADED
 CA0994'DIRT ROAD, FOR 0.8 MILE TO T-ROADS.  THEN TURN RIGHT AND GO
 CA0994'NORTHERLY ON GRADED DIRT ROAD FOR 2.50 MILES TO CROSSROADS.  THEN
 CA0994'CONTINUE N, STRAIGHT AHEAD, FOR 2.05 MILES.  THEN TURN
 CA0994'LEFT, W, FOR 0.5 MILE TO A SIDE ROAD GOING TO THE RIGHT.
 CA0994'THEN CONTINUE STRAIGHT AHEAD, W, ON GRADED DIRT ROAD,
 CA0994'FOR 0.8 MILE TO A GATE ON THE RIGHT, AT THE TOP OF A
 CA0994'HILL.  THEN TURN RIGHT, THROUGH BOARD GATE, AND GO
 CA0994'NORTHERLY ON FARM ROAD FOR 0.55 MILE TO A WHITE
 CA0994'FARMHOUSE ON THE RIGHT.  THEN CONTINUE NW FOR ABOUT 0.05
 CA0994'MILE TO A BOARD GATE IN AN E-W FENCE AND ABOUT 30 YARDS
 CA0994'E OF SOME SHEDS AND BARNS.  PASS THROUGH GATE AND GO N
 CA0994'ON TRAIL ROAD FOR 0.05 MILE TO A FORKS.  THEN LEFT FORK, N,
 CA0994'FOR 0.1 MILE TO A WIRE GATE AT A FENCE CORNER ABOUT 30
 CA0994'YARDS W OF AN OLD, SMALL HOUSE.  PASS THROUGH WIRE GATE,
 CA0994'THEN TURN LEFT FOR ABOUT 50 YARDS AND PICK UP AN OLD
 CA0994'DIM ROAD THAT RUNS NW UP THE SIDE OF MOUNTAIN FOR ABOUT
 CA0994'0.15 MILE TO TOP OF MOUNTAIN.  THEN CONTINUE NW ON DIM
 CA0994'TRAIL ROAD THROUGH BRUSH FOR 0.05 MILE TO A ONE-STRAND
 CA0994'WIRE FENCE.  PASS THROUGH FENCE AND CONTINUE FOR ABOUT 55
 CA0994'YARDS TO A DIM FORK AND A BARRICADE OF BRUSH ON THE TRAIL
 CA0994'THAT GOES STRAIGHT AHEAD.  THEN BEAR TO THE RIGHT AND FOLLOW
 CA0994'A DIM TRAIL THROUGH BRUSH, NORTHERLY, FOR 500 PACES TO A
 CA0994'SMALL OPEN GLADE ABOUT 50 FEET ACROSS AND A DIM FORK AT THE
 CA0994'FAR END OF THE GLADE AND A BRUSH BARRICADE.  THEN BEAR LEFT
 CA0994'AND FOLLOW A ROCKY TRAIL THROUGH THICK BRUSH, NW, FOR 225
 CA0994'PACES TO ANOTHER AND LARGER OPEN GLADE WHICH HAS SCATTERING
 CA0994'TREES IN IT (THE AZIMUTH MARK IS AT THE ENTRANCE OF THIS
 CA0994'GLADE), THEN BEAR TO THE RIGHT AND GO THROUGH GLADE FOR
 CA0994'140 PACES TO A BRUSH BARRICADE ACROSS THE GLADE (THIS
 CA0994'IS ABOUT 35 YARDS BEFORE REACHING THE N END OF GLADE).
 CA0994'THEN BEAR TO THE LEFT AND FOLLOW A DIM TRAIL (BLAZES ON
 CA0994'BRUSH AND SMALL TREES), FOR ABOUT 0.15 MILE (225 PACES)
 CA0994'IN A NW DIRECTION TO STATION AT THE RIGHT EDGE OF TRAIL.
 CA0994
 CA0994                          STATION RECOVERY (1953)
 CA0994
 CA0994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 CA0994'STATION RECOVERED IN GOOD CONDITION.
 CA0994
 CA0994                          STATION RECOVERY (1953)
 CA0994
 CA0994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 CA0994'RECOVERED BY USGS IN 1953.
 CA0994'STATION MARK--THE MARK IS STAMPED---FRANKLIN 1902 1943---, AND
 CA0994'PROJECTS 6 IN.
 CA0994
 CA0994                          STATION RECOVERY (1967)
 CA0994
 CA0994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0994'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 CA0994'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND LEANING
 CA0994'AND APPEARS TO HAVE BEEN HIT BY FARM MACHINERY.  A DIFFERENCE
 CA0994'OF 0.29 FEET WAS NOTED IN THE MEASUREMENT.  A COMPLETE NEW
 CA0994'DESCRIPTION FOLLOWS.
 CA0994'
 CA0994'THE STATION IS ABOUT 12 MILES NORTHWEST OF COPPERAS COVE, 8
 CA0994'MILES SOUTHWEST OF ADAMSVILLE, ON WHAT IS LOCALLY KNOWN AS
 CA0994'FRANKLIN MOUNTAIN AND ON PROPERTY OWNED BY MR. BURL REED.
 CA0994'
 CA0994'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 CA0994'FARM ROAD 581 IN ADAMSVILLE, GO EASTERLY ON FARM ROAD 581 FOR
 CA0994'4.5 MILES TO A JUNCTION WITH FARM ROAD 1690.  TURN LEFT AND GO
 CA0994'NORTHERLY ON FARM ROAD 1690 FOR 3.45 MILES TO A SIDE ROAD RIGHT
 CA0994'IN THE SMALL VILLAGE OF IZORA.  TURN RIGHT AND GO EAST-SOUTHEAST
 CA0994'ON A GRAVELED ROAD FOR 0.95 MILE TO A Y-FORK.  TAKE RIGHT FORK
 CA0994'AND GO SOUTHEASTERLY ON GRAVELED ROAD FOR 1.6 MILES TO A
 CA0994'FORK.  TAKE RIGHT FORK AND GO SOUTHEAST FOR 0.55 MILE TO A
 CA0994'SIDE ROAD RIGHT.  TURN RIGHT, CROSSING OVER A CATTLE GUARD
 CA0994'AND GO WESTERLY ON GRAVELED ROAD FOR 0.25 MILE TO A GATE ON
 CA0994'THE LEFT JUST EAST OF MR. REEDS RANCH HOUSE.  TURN LEFT,
 CA0994'PASSING THROUGH A GATE AND GO SOUTH ON A DIRT ROAD FOR 0.25
 CA0994'MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE AHEAD ON
 CA0994'DIRT ROAD FOR 0.3 MILE TO A DIM FORK.  TAKE RIGHT FORK AND
 CA0994'GO WESTERLY UP STEEP HILL FOR 0.3 MILE TO A FENCE CORNER
 CA0994'ON THE RIGHT.  TURN SHARP RIGHT AND GO WEST ALONG THE SOUTH
 CA0994'SIDE OF THE FENCE FOR 0.1 MILE TO A DIM TRACK ROAD ON THE LEFT.
 CA0994'TURN LEFT AND GO SOUTHWESTERLY FOR 0.1 MILE TO A DIM
 CA0994'FORK ON THE LEFT.  TAKE LEFT FORK, SOUTHWESTERLY FOR 0.1 MILE
 CA0994'TO AN OPEN AREA ON THE PLATEAU.  BEAR RIGHT ON DIM
 CA0994'TRACK ROAD FOR 0.15 MILE TO A DIM TRACK ROAD ON THE LEFT.
 CA0994'(CONTINUE SOUTHWESTERLY FOR 0.3 MILE TO A WIRE FENCE.  TURN
 CA0994'LEFT AND GO EAST ALONG THE NORTH SIDE OF THE FENCE FOR 0.1
 CA0994'MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN LEFT AND GO
 CA0994'SOUTHEASTERLY FOR 0.1 MILE TO THE STATION.
 CA0994'
 CA0994'THE STATION MARK IS A STANDARD DISK, STAMPED FRANKLIN 1902 1943,
 CA0994'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CA0994'4-INCHES.  IT IS 62 FEET SOUTH OF A 6-INCH TRIANGULAR BLAZED OAK
 CA0994'TREE AND 13 FEET EAST OF A 4-INCH TREE WITH WITNESS SIGN ATTACHED.
 CA0994'
 CA0994'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FRANKLIN NO 2 1943,
 CA0994'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CA0994'8-INCHES.  IT IS 45 FEET NORTH-NORTHWEST OF THE 4-INCH TREE WITH
 CA0994'WITNESS SIGN ATTACHED AND 40 FEET SOUTHWEST OF THE 6-INCH OAK
 CA0994'TREE WITH TRIANGLE BLAZE.
 CA0994'
 CA0994'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FRANKLIN NO 3 1943,
 CA0994'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CA0994'8-INCHES.  IT IS 65 FEET SOUTHEAST OF THE 6-INCH TRIANGULAR
 CA0994'BLAZED OAK TREE AND 59.5 FEET EAST OF THE TREE WITH WITNESS
 CA0994'SIGN ATTACHED.
 CA0994'
 CA0994'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FRANKLIN 1943, SET
 CA0994'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CA0994'8-INCHES.  IT IS 130 FEET NORTH-NORTHWEST OF A WIRE FENCE,
 CA0994'69 FEET NORTHEAST OF A 4-INCH TREE AND 15.5 FEET NORTHWEST OF A
 CA0994'4-INCH CEDAR TREE WITH WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1397 ***********************************************************************
 BZ1397  DESIGNATION -  FRANKLIN
 BZ1397  PID         -  BZ1397
 BZ1397  STATE/COUNTY-  TX/ROBERTSON
 BZ1397  USGS QUAD   -  FRANKLIN (1982)
 BZ1397
 BZ1397                         *CURRENT SURVEY CONTROL
 BZ1397  ___________________________________________________________________
 BZ1397* NAD 83(1993)-  31 01 17.28748(N)    096 27 16.00474(W)     ADJUSTED  
 BZ1397* NAVD 88     -       151.83   (+/-2cm)     498.1    (feet)  VERTCON   
 BZ1397  ___________________________________________________________________
 BZ1397  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BZ1397  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BZ1397
 BZ1397  HORZ ORDER  -  FIRST
 BZ1397  VERT ORDER  -  THIRD ? (See Below)
 BZ1397
 BZ1397.The horizontal coordinates were established by classical geodetic methods
 BZ1397.and adjusted by the National Geodetic Survey in February 1996..
 BZ1397
 BZ1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1397.The vertical order pertains to the NGVD 29 superseded value.
 BZ1397
 BZ1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1397
 BZ1397.The geoid height was determined by GEOID03.
 BZ1397
 BZ1397;                    North         East     Units Scale Factor Converg.
 BZ1397;SPC TX C     - 3,156,642.326 1,070,248.463   MT  0.99988180   +1 59 52.3
 BZ1397;SPC TX C     -10,356,417.36  3,511,306.83   sFT  0.99988180   +1 59 52.3
 BZ1397;UTM  14      - 3,434,764.254   742,997.331   MT  1.00032842   +1 18 45.1
 BZ1397
 BZ1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1397!SPC TX C     -   0.99998025  x   0.99988180  =   0.99986205
 BZ1397!UTM  14      -   0.99998025  x   1.00032842  =   1.00030866
 BZ1397
 BZ1397:                Primary Azimuth Mark                     Grid Az
 BZ1397:SPC TX C     -  FRANKLIN AZ MK                           074 23 15.2
 BZ1397:UTM  14      -  FRANKLIN AZ MK                           075 04 22.4
 BZ1397
 BZ1397|---------------------------------------------------------------------|
 BZ1397| PID    Reference Object                     Distance      Geod. Az  |
 BZ1397|                                                           dddmmss.s |
 BZ1397| CV7609 FRANKLIN AZ MK                                     0762307.5 |
 BZ1397| CV7611 FRANKLIN RM 2                        24.205 METERS 12050     |
 BZ1397| BZ1396 FRANKLIN MUNICIPAL TANK             APPROX. 3.1 KM 2743751.3 |
 BZ1397| CV7610 FRANKLIN RM 1                        24.160 METERS 35442     |
 BZ1397|---------------------------------------------------------------------|
 BZ1397
 BZ1397                          SUPERSEDED SURVEY CONTROL
 BZ1397
 BZ1397  NAD 83(1986)-  31 01 17.30063(N)    096 27 15.98568(W) AD(       ) 1
 BZ1397  NAD 27      -  31 01 16.63100(N)    096 27 15.11300(W) AD(       ) 1
 BZ1397  NGVD 29 (07/19/86)  151.79   (m)          498.0    (f) LEVELING    3  
 BZ1397
 BZ1397.Superseded values are not recommended for survey control.
 BZ1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1397.See file dsdata.txt to determine how the superseded data were derived.
 BZ1397
 BZ1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV4299734764(NAD 83)
 BZ1397_MARKER: DS = TRIANGULATION STATION DISK
 BZ1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1397
 BZ1397  HISTORY     - Date     Condition        Report By
 BZ1397  HISTORY     - 1943     MONUMENTED       CGS
 BZ1397  HISTORY     - 1961     GOOD             USGS
 BZ1397
 BZ1397                          STATION DESCRIPTION
 BZ1397
 BZ1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1397'THE STATION IS LOCATED ABOUT 2.0 MILES SE OF FRANKLIN, 13.0
 BZ1397'MILES NE OF HEARNE, AND 13.5 MILES E OF CALVERT, ON A TIMBERED
 BZ1397'RIDGE, AND ON LAND OWNED BY BOSS WILKINSON, WHO LIVES ABOUT
 BZ1397'0.3 MILE W OF THE STATION.  IT IS 20 FEET W OF THE CENTER OF
 BZ1397'A DIRT FARM ROAD, 40 FEET W OF A N AND S FENCE LINE, AND 20
 BZ1397'FEET W OF A TRIANGULAR-BLAZED 6-INCH SCRUB OAK TREE.  THE
 BZ1397'DISK IS STAMPED FRANKLIN 1943, AND PROJECTS 2 INCHES.
 BZ1397'
 BZ1397'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1397'DISKS SET IN CONCRETE.
 BZ1397'
 BZ1397'REFERENCE MARK NO. 1 IS NE OF STATION, 20 FEET E OF THE CENTER
 BZ1397'OF THE FARM ROAD, 1 FOOT W OF THE N AND S FENCE LINE.  THE
 BZ1397'DISK IS STAMPED FRANKLIN NO. 1 1943, AND PROJECTS 8 INCHES.
 BZ1397'
 BZ1397'REFERENCE MARK NO. 2 IS SE OF THE STATION, 20 FEET E OF THE
 BZ1397'CENTER OF THE FARM ROAD, AND IN THE N AND S FENCE LINE.  THE
 BZ1397'DISK IS STAMPED FRANKLIN NO. 2 1943, AND PROJECTS 1 FOOT.
 BZ1397'
 BZ1397'THE AZIMUTH MARK IS ABOUT 0.5 MILE E OF THE STATION, 50 FEET
 BZ1397'S OF THE CENTER OF THE E AND W DIRT ROAD, AND 1 FOOT S OF THE
 BZ1397'E AND W FENCE LINE.  THE DISK IS STAMPED FRANKLIN 1943, AND
 BZ1397'PROJECTS 4 INCHES.  TO REACH FROM THE STATION.  GO N ON DIRT
 BZ1397'ROAD FOR 0.1 MILE TO MAIN ROAD, TURN RIGHT AND GO E FOR 0.5 MILE
 BZ1397'TO THE MARK IN FENCE LINE ON THE RIGHT.
 BZ1397'
 BZ1397'TO REACH THE STATION FROM THE E END OF THE RAILROAD STATION
 BZ1397'IN FRANKLIN.  GO S ON GRAVEL STREET FOR 0.15 MILE TO CROSS
 BZ1397'STREETS.  TURN LEFT AND GO E FOR 0.2 MILE TO A FORKS, BEAR
 BZ1397'RIGHT AND GO SE ON DIRT ROAD FOR 1.35 MILES TO A FORKS.  BEAR
 BZ1397'LEFT AND GO E FOR 0.5 MILE TO A DIRT SIDE ROAD RIGHT, TURN RIGHT
 BZ1397'AND GO S ON FARM ROAD FOR 0.1 MILE TO A TRIANGULAR-BLAZED TREE
 BZ1397'ON THE RIGHT AND STATION.
 BZ1397'
 BZ1397'NOTE--A 64-FOOT TOWER REQUIRED TO SEE STATIONS WHEELOCK, AND
 BZ1397'OWENS.  A 77-FOOT TOWER REQUIRED TO SEE STATIONS EASTERLY
 BZ1397'AND EATON.
 BZ1397'
 BZ1397'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS9
 BZ1397
 BZ1397                          STATION RECOVERY (1961)
 BZ1397
 BZ1397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BZ1397'STATION HAS BEEN RECOVERED IN GOOD CONDITION.
 BZ1397'
 BZ1397'PART OF DESCRIPTION REVISED THUS--TO REACH TRIANGULATION
 BZ1397'FRANKLIN, GO EAST FROM RR STATION IN FRANKLIN ON FARM RD. 2446
 BZ1397'FOR 1.9 MI., THENCE SOUTHEAST ALONG A FIELD RD. FOR 450 FT.
 BZ1397'STATION MARK IS 27 FT WEST OF C/L FIELD RD. R.M. 1 IS NORTHEAST
 BZ1397'OF STATION, 12 FT. NORTHEAST OF C/L FIELD RD., AND 4 FT.
 BZ1397'SOUTHWEST OF FENCE.  R.M. 2 IS SOUTHEAST OF STATION, 6 FT.
 BZ1397'NORTHEAST OF C/L FIELD RD., AND 4 FT. SOUTHWEST OF FENCE.
 BZ1397'AZ. MARK NOT FOUND.  DESCRIPTION NOT COMPLETE ENOUGH TO
 BZ1397'WARRANT DIGGING.  ROAD ALIGNMENT CHANGED WHEN FARM RD. 2446
 BZ1397'WAS BUILT, AND AZ. MARK MAY BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1054 ***********************************************************************
 CU1054  DESIGNATION -  FRANKLIN
 CU1054  PID         -  CU1054
 CU1054  STATE/COUNTY-  TX/SCURRY
 CU1054  USGS QUAD   -  IRA NE (1979)
 CU1054
 CU1054                         *CURRENT SURVEY CONTROL
 CU1054  ___________________________________________________________________
 CU1054* NAD 83(1993)-  32 43 47.53014(N)    101 05 20.81059(W)     ADJUSTED  
 CU1054* NAVD 88     -       750.     (meters)    2461.     (feet)  SCALED    
 CU1054  ___________________________________________________________________
 CU1054  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 CU1054  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CU1054
 CU1054  HORZ ORDER  -  FIRST
 CU1054
 CU1054.The horizontal coordinates were established by classical geodetic methods
 CU1054.and adjusted by the National Geodetic Survey in February 1996..
 CU1054
 CU1054.The orthometric height was scaled from a topographic map.
 CU1054
 CU1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1054
 CU1054.The geoid height was determined by GEOID03.
 CU1054
 CU1054;                    North         East     Units Scale Factor Converg.
 CU1054;SPC TXNC     - 2,120,888.704   357,356.013   MT  0.99988829   -1 24 43.5
 CU1054;SPC TXNC     - 6,958,282.36  1,172,425.52   sFT  0.99988829   -1 24 43.5
 CU1054;UTM  14      - 3,623,271.113   304,232.987   MT  1.00007259   -1 07 47.6
 CU1054
 CU1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1054!SPC TXNC     -   0.99988632  x   0.99988829  =   0.99977463
 CU1054!UTM  14      -   0.99988632  x   1.00007259  =   0.99995891
 CU1054
 CU1054:                Primary Azimuth Mark                     Grid Az
 CU1054:SPC TXNC     -  FRANKLIN AZ MK                           091 34 37.9
 CU1054:UTM  14      -  FRANKLIN AZ MK                           091 17 42.0
 CU1054
 CU1054|---------------------------------------------------------------------|
 CU1054| PID    Reference Object                     Distance      Geod. Az  |
 CU1054|                                                           dddmmss.s |
 CU1054| CH9384 FRANKLIN AZ MK                                     0900954.4 |
 CU1054| CH9385 FRANKLIN RM 1                        17.927 METERS 09253     |
 CU1054| CU1053 IRA C T MCLAUGHLIN CO MAST          APPROX. 7.8 KM 1785003.8 |
 CU1054| CU1059 IRA AMERADA PETRO MAST KKE 672      APPROX.17.9 KM 2242332.5 |
 CU1054| CH9386 FRANKLIN RM 2                        17.303 METERS 26910     |
 CU1054|---------------------------------------------------------------------|
 CU1054
 CU1054                          SUPERSEDED SURVEY CONTROL
 CU1054
 CU1054  NAD 83(1986)-  32 43 47.53572(N)    101 05 20.80157(W) AD(       ) 1
 CU1054  NAD 27      -  32 43 47.14778(N)    101 05 19.35717(W) AD(       ) 1
 CU1054
 CU1054.Superseded values are not recommended for survey control.
 CU1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1054.See file dsdata.txt to determine how the superseded data were derived.
 CU1054
 CU1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0423323271(NAD 83)
 CU1054_MARKER: DS = TRIANGULATION STATION DISK
 CU1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1054
 CU1054  HISTORY     - Date     Condition        Report By
 CU1054  HISTORY     - 1968     MONUMENTED       CGS
 CU1054
 CU1054                          STATION DESCRIPTION
 CU1054
 CU1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1054'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF IRA, 10 MILES
 CU1054'SOUTH-SOUTHWEST OF DERMOTT, 10 MILES WEST OF SNYDER, 5 MILES WEST OF
 CU1054'THE SMALL COMMUNITY OF UNION, ON THE SOUTH SIDE OF U.S. HIGHWAY
 CU1054'180 ON SOUTH SIDE OF RIGHT-OF-WAY ON THE HIGHEST PART OF A CUT
 CU1054'BANK.
 CU1054'
 CU1054'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 180 AND 84 AT THE
 CU1054'NORTH WEST CORNER OF THE SQUARE IN SNYDER, GO WEST ON U.S. HIGHWAY
 CU1054'180 FOR 4.35 MILE TO THE JUNCTION OF FARM ROAD 1609, CONTINUE WEST
 CU1054'ON U.S. HIGHWAY 180 FOR 3.0 MILES TO THE JUNCTION OF FARM ROAD
 CU1054'1606, CONTINUE WEST ON U.S. HIGHWAY 180 FOR 1.15 MILES TO THE
 CU1054'AZIMUTH MARK ON THE RIGHT CEMENTED IN A DRILL HOLE, SET IN A
 CU1054'HEADWALL OF A CULVERT ON THE NORTH SIDE OF ROAD, CONTINUE WEST ON
 CU1054'U.S. HIGHWAY 180 FOR 1.1 MILES TO THE STATION ON THE LEFT, ON THE
 CU1054'SOUTH SIDE OF ROAD, ON THE HIGHEST PART OF A CUT BANK.
 CU1054'
 CU1054'STATION MARK, IS A STANDARD DISK, STAMPED FRANKLIN 1968, SET IN
 CU1054'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH IS FLUSH
 CU1054'WITH THE GROUND, 82 FEET SOUTH OF PAINTED CENTER LINE OF
 CU1054'U.S. HIGHWAY 180, 4.8 FEET NORTH OF THE FENCE, 4.7 FEET NORTH
 CU1054'OF A METAL WITNESS POST, SET ON THE SOUTH SIDE OF A CUT BANK AND
 CU1054'ON THE HIGHEST PART OF BANK.
 CU1054'
 CU1054'REFERENCE MARK 1, IS A STANDARD DISK, STAMPED FRANKLIN NO 1
 CU1054'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS
 CU1054'1 INCH ABOVE THE GROUND, 83 FEET SOUTH OF THE PAINTED CENTER
 CU1054'LINE OF U.S. HIGHWAY 180 59 FEET EAST OF A METAL WITNESS POST,
 CU1054'3 FEET NORTH OF A FENCE, ON THE SAME CUT BANK AS THE STATION.
 CU1054'
 CU1054'REFERENCE MARK 2, IS A STANDARD DISK, STAMPED FRANKLIN NO 2
 CU1054'1968, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH
 CU1054'PROJECTS 1 INCH ABOVE THE GROUND, 83 FEET SOUTH OF THE CENTER LINE
 CU1054'OF U.S. HIGHWAY 180, 57 FEET WEST OF A METAL WITNESS POST, 6 FEET
 CU1054'EAST OF A POWER LINE POLE WITH A TRIANGLE BLAZE, 3 FEET NORTH OF
 CU1054'A FENCE, ON THE SAME CUT BANK AS THE STATION.
 CU1054'
 CU1054'AZIMUTH MARK, IS A STANDARD DISK, STAMPED FRANKLIN 1968,
 CU1054'CEMENTED IN A DRILL HOLE SET IN A HEADWALL OF A CULVERT, SET
 CU1054'ON THE NORTH SIDE OF U.S. HIGHWAY 180, 38 FEET SOUTH OF A FENCE,
 CU1054'22 FEET NORTH OF THE PAINTED CENTER LINE OF U.S. HIGHWAY 180, 1.6
 CU1054'FEET WEST OF A METAL POST WITH REFLECTORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1396 ***********************************************************************
 BZ1396  DESIGNATION -  FRANKLIN MUNICIPAL TANK
 BZ1396  PID         -  BZ1396
 BZ1396  STATE/COUNTY-  TX/ROBERTSON
 BZ1396  USGS QUAD   -  FRANKLIN (1982)
 BZ1396
 BZ1396                         *CURRENT SURVEY CONTROL
 BZ1396  ___________________________________________________________________
 BZ1396* NAD 83(1993)-  31 01 25.43203(N)    096 29 12.97025(W)     ADJUSTED  
 BZ1396* NAVD 88     -                                                        
 BZ1396  ___________________________________________________________________
 BZ1396  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BZ1396  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BZ1396
 BZ1396  HORZ ORDER  -  THIRD
 BZ1396
 BZ1396.The horizontal coordinates were established by classical geodetic methods
 BZ1396.and adjusted by the National Geodetic Survey in February 1996..
 BZ1396
 BZ1396
 BZ1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1396
 BZ1396.The geoid height was determined by GEOID03.
 BZ1396
 BZ1396;                    North         East     Units Scale Factor Converg.
 BZ1396;SPC TX C     - 3,156,785.289 1,067,139.751   MT  0.99988182   +1 58 52.0
 BZ1396;SPC TX C     -10,356,886.40  3,501,107.67   sFT  0.99988182   +1 58 52.0
 BZ1396;UTM  14      - 3,434,944.468   739,889.193   MT  1.00030990   +1 17 45.0
 BZ1396
 BZ1396                          SUPERSEDED SURVEY CONTROL
 BZ1396
 BZ1396  NAD 83(1986)-  31 01 25.44486(N)    096 29 12.95096(W) AD(       ) 4
 BZ1396  NAD 27      -  31 01 24.78000(N)    096 29 12.08000(W) AD(       ) 3
 BZ1396
 BZ1396.Superseded values are not recommended for survey control.
 BZ1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1396.See file dsdata.txt to determine how the superseded data were derived.
 BZ1396
 BZ1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV3988934944(NAD 83)
 BZ1396_MARKER: 53 = ELEVATED TANK
 BZ1396
 BZ1396  HISTORY     - Date     Condition        Report By
 BZ1396  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1396  HISTORY     - 1962     GOOD             USGS
 BZ1396  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BZ1396
 BZ1396                          STATION DESCRIPTION
 BZ1396
 BZ1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1396'THIS INTERSECTION STATION IS THE MUNICIPAL WATER TANK OF
 BZ1396'THE VILLAGE OF FRANKLIN, LOCATED ABOUT 150 FEET S OF THE
 BZ1396'MISSOURI PACIFIC RAILROAD TRACKS AND IN THE SOUTHERLY PART
 BZ1396'OF TOWN.  THE TANK IS ABOUT 75 FEET HIGH, PAINTED BLACK AND
 BZ1396'IS SUPPORTED BY 4 STEEL LEGS.
 BZ1396
 BZ1396                          STATION RECOVERY (1962)
 BZ1396
 BZ1396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BZ1396'STATION HAS BEEN RECOVERED - OK, AS DESCRIBED.  PAINTED WHITE
 BZ1396'NOW.  NO NAME ON TANK.  NO ROOF ON IT VISIBLE FROM GROUND.
 BZ1396'IN 1943 THIS WAS THE TOWN WATER TANK, AND IS STILL IN USE FOR
 BZ1396'THIS PURPOSE, ALONG WITH A NEWER TANK, LOCATED ON HIGHER
 BZ1396'GROUND IN THE NORTHERN PART OF TOWN.
 BZ1396
 BZ1396                          STATION RECOVERY (1994)
 BZ1396
 BZ1396'RECOVERY NOTE BY US POWER SQUADRON 1994
 BZ1396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0630 ***********************************************************************
 AO0630  CBN         -  This is a Cooperative Base Network Control Station.
 AO0630  DESIGNATION -  FRANKLIN RESET
 AO0630  PID         -  AO0630
 AO0630  STATE/COUNTY-  TX/MCMULLEN
 AO0630  USGS QUAD   -  CROSS NE (1969)
 AO0630
 AO0630                         *CURRENT SURVEY CONTROL
 AO0630  ___________________________________________________________________
 AO0630* NAD 83(1993)-  28 38 10.97067(N)    098 32 44.64632(W)     ADJUSTED  
 AO0630* NAVD 88     -       102.8    (meters)     337.     (feet)  GPS OBS   
 AO0630  ___________________________________________________________________
 AO0630  X           -    -832,499.981 (meters)                     COMP
 AO0630  Y           -  -5,540,132.690 (meters)                     COMP
 AO0630  Z           -   3,038,628.435 (meters)                     COMP
 AO0630  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AO0630  ELLIP HEIGHT-          77.17  (meters)          (10/24/00) GPS OBS
 AO0630  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AO0630
 AO0630  HORZ ORDER  -  B
 AO0630  ELLP ORDER  -  FOURTH    CLASS II
 AO0630
 AO0630.The horizontal coordinates were established by GPS observations
 AO0630.and adjusted by the National Geodetic Survey in May 1994..
 AO0630
 AO0630.The orthometric height was determined by GPS observations and a
 AO0630.high-resolution geoid model.
 AO0630
 AO0630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0630
 AO0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0630
 AO0630.The ellipsoidal height was determined by GPS observations
 AO0630.and is referenced to NAD 83.
 AO0630
 AO0630.The geoid height was determined by GEOID03.
 AO0630
 AO0630;                    North         East     Units Scale Factor Converg.
 AO0630;SPC TXSC     - 4,089,087.393   644,414.186   MT  0.99993699   +0 13 21.2
 AO0630;SPC TXSC     -13,415,614.22  2,114,215.54   sFT  0.99993699   +0 13 21.2
 AO0630;UTM  14      - 3,167,785.159   544,399.583   MT  0.99962433   +0 13 03.8
 AO0630
 AO0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0630!SPC TXSC     -   0.99998788  x   0.99993699  =   0.99992487
 AO0630!UTM  14      -   0.99998788  x   0.99962433  =   0.99961221
 AO0630
 AO0630|---------------------------------------------------------------------|
 AO0630| PID    Reference Object                     Distance      Geod. Az  |
 AO0630|                                                           dddmmss.s |
 AO0630| CV4012 FRANKLIN RM 1                        19.443 METERS 01712     |
 AO0630| CV4014 FRANKLIN RM 3                        12.346 METERS 03406     |
 AO0630| CV4013 FRANKLIN RM 2                        23.276 METERS 18424     |
 AO0630| CV4010 FRANKLIN AZ MK                                     1863306.2 |
 AO0630| CV4011 FRANKLIN AZ MK 2                                   1923725.9 |
 AO0630|---------------------------------------------------------------------|
 AO0630
 AO0630                          SUPERSEDED SURVEY CONTROL
 AO0630
 AO0630  ELLIP H (05/09/94)   77.32   (m)                       GP(       ) 4 2
 AO0630  NAD 83(1986)-  28 38 10.97595(N)    098 32 44.62196(W) AD(       ) 1
 AO0630  NAD 27      -  28 38 10.02900(N)    098 32 43.55500(W) AD(       ) 1
 AO0630  NGVD 29 (07/19/86)  102.9    (m)          338.     (f) LEVELING    3  
 AO0630
 AO0630.Superseded values are not recommended for survey control.
 AO0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0630.See file dsdata.txt to determine how the superseded data were derived.
 AO0630
 AO0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4440067785(NAD 83)
 AO0630_MARKER: DS = TRIANGULATION STATION DISK
 AO0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0630_SP_SET: CONCRETE POST
 AO0630_STAMPING: FRANKLIN 1972
 AO0630_MARK LOGO: NGS   
 AO0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0630+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2001
 AO0630
 AO0630  HISTORY     - Date     Condition        Report By
 AO0630  HISTORY     - 1972     MONUMENTED       NGS
 AO0630  HISTORY     - 1972     GOOD             NGS
 AO0630  HISTORY     - 1975     GOOD             NGS
 AO0630  HISTORY     - 19930315 GOOD             TXHD
 AO0630  HISTORY     - 20010213 GOOD             FRONT
 AO0630
 AO0630                          STATION DESCRIPTION
 AO0630
 AO0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AO0630'THE STATION SUB-SURFACE MARK, REFERENCE MARK NO. 2 WERE
 AO0630'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK,
 AO0630'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND TO
 AO0630'HAVE BEEN DESTROYED.
 AO0630'
 AO0630'A NEW STATION SURFACE MARK, REFERENCE MARK NO. 3 WERE ESTABLISHED,
 AO0630'NO AZIMUTH MARK WAS ESTABLISHED AS THERE WAS NOT OBJECTS
 AO0630'V.G. FROM THE STATION.
 AO0630'
 AO0630'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AO0630'
 AO0630'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF TILDON, 10-1/2
 AO0630'MILES EAST-SOUTHEAST OF CHARLOTTE, 6 MILES SOUTH OF JOURDANTON
 AO0630'AND 2-1/2 MILES NORTH OF THE SMALL SETTLEMENT OF CROSS.
 AO0630'
 AO0630'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 16
 AO0630'AND 72 IN TILDON, GO NORTH ON STATE HIGHWAY 16 FOR 10.75 MILES
 AO0630'TO THE JUNCTION OF FARM ROAD 791 ON THE RIGHT, CONTINUE NORTH
 AO0630'ON STATE HWY. 16 FOR 0.75 MILE TO STATION ON THE RIGHT.
 AO0630'
 AO0630'STATION MARKS ARE STANDARD DISKS, SUB-SURFACE MARK IS ABOUT
 AO0630'3 FEET BELOW THE SURFACE OF THE GROUND, SET IN IRREGULAR MASS
 AO0630'OF CONCRETE AND STAMPED FRANKLIN 1952 1972, THE SURFACE MARK IS
 AO0630'A ROUND CONCRETE POST ABOUT 8-INCHES BELOW THE SURFACE OF THE
 AO0630'GROUND AND IS STAMPED FRANKLIN 1952 1972.  IT IS 45 FEET EAST OF
 AO0630'THE CENTER-LINE OF STATE HWY. 16, 30 FEET NORTH OF THE TANGENT
 AO0630'OF THE SOUTH EDGE OF CLEARED AREA, 14 FEET WEST OF THE
 AO0630'FENCE-LINE AND 13.6 FEET WEST OF A METAL WITNESS POST.
 AO0630'
 AO0630'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A
 AO0630'ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 AO0630'FRANKLIN NO 2 1952.  IT IS 57 FEET EAST OF THE CENTER-LINE OF
 AO0630'STATE HWY. 16, 48 FEET SOUTH OF THE TANGENT OF THE SOUTH EDGE
 AO0630'OF CLEARED AREA AND 1.6 FEET WEST OF THE FENCE-LINE.
 AO0630'
 AO0630'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A
 AO0630'ROUND CONCRETE POST THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED
 AO0630'FRANKLIN 1952 NO 3 1972.  IT IS 68 FEET NORTH OF THE TANGENT OF
 AO0630'THE SOUTH EDGE OF CLEARED AREA, 59 FEET EAST OF THE CENTER-LINE
 AO0630'OF STATE HWY. 16, 38 FEET NORTH OF A METAL WITNESS POST AND
 AO0630'1-FOOT WEST OF FENCE-LINE.
 AO0630'
 AO0630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AO0630'SOUTH OF JOURDANTON
 AO0630
 AO0630                          STATION RECOVERY (1972)
 AO0630
 AO0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AO0630'RECOVERED IN GOOD CONDITION.
 AO0630
 AO0630                          STATION RECOVERY (1975)
 AO0630
 AO0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 AO0630'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED
 AO0630'AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1972 DESCRIPTION.
 AO0630'A CHECK WAS MADE TO THE MARKS FOR DISTANCE AND DIRECTION.  THE
 AO0630'DISTANCE WAS FOUND ADEQUATE.  A CHECK FOR DIRECTION COULD ONLY
 AO0630'BE MADE BETWEEN THE MARKS, THEY WERE FOUND ADEQUATE.  AN AZIMUTH
 AO0630'MARK WAS ESTABLISHED AT THIS TIME.  A GEODIMETER TRAVERSE WAS
 AO0630'MADE TO BM 35 WR USGS AT THIS TIME, DISTANCE BEING 1217.300
 AO0630'METERS OR (3993.76) FEET.  DUE TO CHANGES A COMPLETE NEW
 AO0630'DESCRIPTION FOLLOWS.
 AO0630'
 AO0630'THE STATION IS LOCATED ABOUT 19 MILES SOUTH OF JOURDANTON,
 AO0630'16 MILES SOUTHWEST OF CAMPBELLTON, 10-1/2 MILES SOUTH-SOUTHWEST
 AO0630'OF CHRISTINE AND 2 MILES NORTH OF THE SETTLEMENT OF CROSS.
 AO0630'ALL MARKS ARE ON STATE HIGHWAY RIGHT-OF-WAY.  PERMIT GRANTED
 AO0630'BY MR. R.E. STOTZER JR., DISTRICT ENGINEER, TEXAS HIGHWAY
 AO0630'DEPARTMENT, POST OFFICE BOX 29928, SAN ANTONIO, TEXAS 78284.
 AO0630'
 AO0630'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 16 AND FARM ROAD
 AO0630'140, ABOUT 9 MILES SOUTH OF JOURDANTON, GO SOUTH ON STATE
 AO0630'HIGHWAY 16 FOR 10 MILES TO BRIDGE OVER LA PARITA CREEK AND
 AO0630'MC MULLEN COUNTY LINE.  CONTINUE SOUTH ON HIGHWAY FOR 1.0 MILE
 AO0630'TO THE STATION ON THE LEFT, EAST SIDE OF ROAD.  AS DESCRIBED.
 AO0630'CONTINUE SOUTH ON HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON
 AO0630'THE RIGHT, WEST SIDE OF ROAD, AS DESCRIBED.  CONTINUE SOUTH ON
 AO0630'HIGHWAY FOR 0.55 MILE TO BM 35 WR USGS MARK ON THE RIGHT,
 AO0630'WEST SIDE OF ROAD, AS DESCRIBED.
 AO0630'
 AO0630'STATION MARKS ARE STANDARD DISKS STAMPED FRANKLIN 1952 1972.
 AO0630'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AO0630'CONCRETE MONUMENT THAT IS 10 INCHES BELOW THE GROUND SURFACE.  IT
 AO0630'IS 45 FEET EAST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 16,
 AO0630'13.5 FEET WEST OF WITNESS POST WITH SIGN ATTACHED TO THE POST
 AO0630'WHICH IS SET IN FENCE LINE.  THE UNDERGROUND MARK IS SET IN THE
 AO0630'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 AO0630'SURFACE.
 AO0630'
 AO0630'REFERENCE MARK 2, A STANDARD DISK STAMPED FRANKLIN NO 2 1952, IS
 AO0630'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0630'THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 57 FEET EAST
 AO0630'OF THE APPROXIMATE CENTER OF STATE HIGHWAY 16 AND 1.5 FEET
 AO0630'WEST OF FENCE LINE.
 AO0630'
 AO0630'REFERENCE MARK 3, A STANDARD DISK STAMPED FRANKLIN NO 3 1952 1972,
 AO0630'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0630'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 58 FEET
 AO0630'EAST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 16 AND 36 FEET
 AO0630'NORTH OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 AO0630'
 AO0630'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED FRANKLIN
 AO0630'AZ 2 1952 1975.  THE DISK IS SET IN THE TOP OF A 12-INCH
 AO0630'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 AO0630'THE GROUND.  IT IS 56 FEET WEST OF THE APPROXIMATE CENTER
 AO0630'OF STATE HIGHWAY 16, 11 FEET EAST-NORTHEAST OF A POWER LINE
 AO0630'POLE AND 1.7 FEET NORTH OF METAL WITNESS POST WITH SIGN
 AO0630'ATTACHED.
 AO0630'
 AO0630'BM 35 WR USGS, A STANDARD GEOLOGICAL BENCH MARK DISK STAMPED 35
 AO0630'WR 1964 THE ELEVATION BEING STAMPED 309 FEET.  THE DISK IS SET IN
 AO0630'THE TOP OF A 10 X 10 INCH CONCRETE MONUMENT.  IT IS 62 FEET WEST
 AO0630'OF THE APPROXIMATE CENTER OF STATE HIGHWAY 16, 13 FEET NORTH OF
 AO0630'POWER LINE POLE AND 2 FEET WEST OF FENCE LINE.
 AO0630'
 AO0630'NO MEASUREMENT BETWEEN R.M.S DUE TO MARKS BEING IN FENCE LINE.
 AO0630'
 AO0630'HEIGHT OF LIGHT ABOVE STATION MARK 60.1 FEET.
 AO0630'
 AO0630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 AO0630'NORTH OF CROSS
 AO0630
 AO0630                          STATION RECOVERY (1993)
 AO0630
 AO0630'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1993
 AO0630'STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH OF TILDEN, 30.6 KM
 AO0630'(19.00 MI) SOUTH OF JOURDANTON, ON STATE HIGHWAY 16 RIGHT OF WAY.
 AO0630'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 AO0630'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 72 IN TILDEN, GO
 AO0630'NORTH ON HIGHWAY 16 FOR 17.7 KM (11.00 MI) TO THE INTERSECTION OF FM
 AO0630'791. CONTINUE NORTH ON HIGHWAY 16 FOR 1.4 KM (0.85 MI) TO A CURVE TO
 AO0630'THE RIGHT AND THE STATION ON THE RIGHT.
 AO0630'STATION IS LOCATED 13.7 M (44.9 FT) EAST FROM THE CENTER OF THE
 AO0630'HIGHWAY, 4.1 M (13.5 FT) WEST FROM A FENCE, 0.6 M (2.0 FT) WEST FROM
 AO0630'A METAL WITNESS POST AND IS FLUSH WITH THE GROUND.
 AO0630
 AO0630                          STATION RECOVERY (2001)
 AO0630
 AO0630'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2001 (JLM)
 AO0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0599 ***********************************************************************
 AZ0599  DESIGNATION -  FRANKS
 AZ0599  PID         -  AZ0599
 AZ0599  STATE/COUNTY-  TX/EDWARDS
 AZ0599  USGS QUAD   -  CUTTING PEN DRAW (1974)
 AZ0599
 AZ0599                         *CURRENT SURVEY CONTROL
 AZ0599  ___________________________________________________________________
 AZ0599* NAD 83(1993)-  29 50 57.83595(N)    100 15 04.17473(W)     ADJUSTED  
 AZ0599* NAVD 88     -       698.     (meters)    2290.     (feet)  SCALED    
 AZ0599  ___________________________________________________________________
 AZ0599  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AZ0599  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 AZ0599
 AZ0599  HORZ ORDER  -  SECOND
 AZ0599
 AZ0599.The horizontal coordinates were established by classical geodetic methods
 AZ0599.and adjusted by the National Geodetic Survey in February 1996..
 AZ0599
 AZ0599.The orthometric height was scaled from a topographic map.
 AZ0599
 AZ0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0599
 AZ0599.The geoid height was determined by GEOID03.
 AZ0599
 AZ0599;                    North         East     Units Scale Factor Converg.
 AZ0599;SPC TXSC     - 4,224,082.752   479,112.381   MT  0.99990343   -0 36 46.7
 AZ0599;SPC TXSC     -13,858,511.50  1,571,887.87   sFT  0.99990343   -0 36 46.7
 AZ0599;UTM  14      - 3,302,754.569   379,141.877   MT  0.99978022   -0 37 22.1
 AZ0599
 AZ0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0599!SPC TXSC     -   0.99989386  x   0.99990343  =   0.99979730
 AZ0599!UTM  14      -   0.99989386  x   0.99978022  =   0.99967410
 AZ0599
 AZ0599:                Primary Azimuth Mark                     Grid Az
 AZ0599:SPC TXSC     -  ROCKSPRINGS TANK                         013 38 28.7
 AZ0599:UTM  14      -  ROCKSPRINGS TANK                         013 39 04.1
 AZ0599
 AZ0599|---------------------------------------------------------------------|
 AZ0599| PID    Reference Object                     Distance      Geod. Az  |
 AZ0599|                                                           dddmmss.s |
 AZ0599| BO0449 ROCKSPRINGS TANK                    APPROX.18.6 KM 0130142.0 |
 AZ0599| CV4016 FRANKS RM 1                          19.010 METERS 10439     |
 AZ0599| CV4015 FRANKS AZ MK                                       1315811.6 |
 AZ0599| CV4017 FRANKS RM 2                          27.032 METERS 19328     |
 AZ0599|---------------------------------------------------------------------|
 AZ0599
 AZ0599                          SUPERSEDED SURVEY CONTROL
 AZ0599
 AZ0599  NAD 83(1986)-  29 50 57.83427(N)    100 15 04.15982(W) AD(       ) 2
 AZ0599  NAD 27      -  29 50 57.05100(N)    100 15 02.87100(W) AD(       ) 2
 AZ0599
 AZ0599.Superseded values are not recommended for survey control.
 AZ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0599.See file dsdata.txt to determine how the superseded data were derived.
 AZ0599
 AZ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU7914202755(NAD 83)
 AZ0599_MARKER: DS = TRIANGULATION STATION DISK
 AZ0599_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0599_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AZ0599
 AZ0599  HISTORY     - Date     Condition        Report By
 AZ0599  HISTORY     - 1944     MONUMENTED       CGS
 AZ0599
 AZ0599                          STATION DESCRIPTION
 AZ0599
 AZ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AZ0599'STATION IS LOCATED 12 MILES, AIR LINE, 15 MILES BY ROAD SSW OF
 AZ0599'ROCKSPRINGS, AT THE RANCH HOME OF GARDNER FRANKS, ON A HIGH
 AZ0599'DIVIDING N AND S RIDGE.  IT IS ON ROCKY, BRUSH-SCATTERED RIDGE,
 AZ0599'0.1 MILE NW OF RANCH HOUSE, 24 PACES SE OF WIRE FENCE, AND
 AZ0599'97 PACES WNW OF THE CENTER LINE OF ROAD.
 AZ0599'
 AZ0599'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK WHICH IS
 AZ0599'5 INCHES BELOW THE GROUND.  IT IS STAMPED FRANK 1944.
 AZ0599'
 AZ0599'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 AZ0599'FLUSH WITH THE GROUND.  IT IS STAMPED FRANKS NO 1 1944.
 AZ0599'
 AZ0599'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 AZ0599'FLUSH WITH THE GROUND.  IT IS STAMPED FRANKS NO 2 1944.
 AZ0599'
 AZ0599'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK PROJECTING
 AZ0599'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS STAMPED FRANKS 1944.
 AZ0599'IT IS 132 FEET E OF A N-S FENCE AND 15 FEET N OF AN E-W FENCE.
 AZ0599'TO REACH MARK FROM STATION, GO W THROUG RED BUMPER GATE,
 AZ0599'AROUND LEFT SIDE OF RANCH HOUSE, THROUGH ANOTHER GATE AND THEN
 AZ0599'S TO MARK.
 AZ0599'
 AZ0599'TO REACH STATION FROM ROCKSPRINGS, GO E ON STATE HIGHWAYS 41 AND
 AZ0599'55 FOR 0.2 MILE TO JUNCTION, THENCE RIGHT ON HIGHWAY 55,
 AZ0599'SSE, FOR 5.7 MILES.  TURN RIGHT THROUGH BUMPER GATE AND
 AZ0599'FOLLOW BLADED ROAD SSW FOR 8.0 MILES TO GARDNER FRANKS RANCH
 AZ0599'HOUSE AND STATION ON RIGHT.
 AZ0599'
 AZ0599'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1300 ***********************************************************************
 CR1300  DESIGNATION -  FRANKSTON MUNICIPAL TANK
 CR1300  PID         -  CR1300
 CR1300  STATE/COUNTY-  TX/ANDERSON
 CR1300  USGS QUAD   -  POYNOR (1984)
 CR1300
 CR1300                         *CURRENT SURVEY CONTROL
 CR1300  ___________________________________________________________________
 CR1300* NAD 83(1993)-  32 03 19.50555(N)    095 30 20.83604(W)     ADJUSTED  
 CR1300* NAVD 88     -                                                        
 CR1300  ___________________________________________________________________
 CR1300  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CR1300  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CR1300
 CR1300  HORZ ORDER  -  THIRD
 CR1300
 CR1300.The horizontal coordinates were established by classical geodetic methods
 CR1300.and adjusted by the National Geodetic Survey in February 1996..
 CR1300
 CR1300
 CR1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1300
 CR1300.The geoid height was determined by GEOID03.
 CR1300
 CR1300;                    North         East     Units Scale Factor Converg.
 CR1300;SPC TX C     - 3,274,713.836 1,155,775.407   MT  1.00005076   +2 29 11.3
 CR1300;SPC TX C     -10,743,790.31  3,791,906.48   sFT  1.00005076   +2 29 11.3
 CR1300;SPC TXNC     - 2,047,139.704   882,730.286   MT  1.00002249   +1 37 58.9
 CR1300;SPC TXNC     - 6,716,324.18  2,896,090.95   sFT  1.00002249   +1 37 58.9
 CR1300;UTM  15      - 3,549,325.125   263,424.243   MT  1.00029028   -1 19 49.9
 CR1300
 CR1300                          SUPERSEDED SURVEY CONTROL
 CR1300
 CR1300  NAD 83(1986)-  32 03 19.51464(N)    095 30 20.82106(W) AD(       ) 4
 CR1300  NAD 27      -  32 03 18.93500(N)    095 30 19.98100(W) AD(       ) 3
 CR1300
 CR1300.Superseded values are not recommended for survey control.
 CR1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1300.See file dsdata.txt to determine how the superseded data were derived.
 CR1300
 CR1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR6342449325(NAD 83)
 CR1300_MARKER: 53 = ELEVATED TANK
 CR1300
 CR1300  HISTORY     - Date     Condition        Report By
 CR1300  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1300
 CR1300                          STATION DESCRIPTION
 CR1300
 CR1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1300'STATION IS LOCATED IN THE NORTHEAST PART OF THE VILLAGE OF
 CR1300'FRANKSTON, ABOUT 50 FEET EAST OF NORTH ELM STREET AND ABOUT
 CR1300'50 FEET SOUTH OF GARNER STREET.  THE TANK IS SUPPORED BY A
 CR1300'FOUR LEGGED STEEL STRUCTURE, SILVER IN COLOR, AND HAS AND
 CR1300'OVERALL HEIGHT OF 125 FEET.
 CR1300'
 CR1300'THE TOP AND CENTER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9229 ***********************************************************************
 AF9229  DESIGNATION -  FRANSEL ET
 AF9229  PID         -  AF9229
 AF9229  STATE/COUNTY-  TX/KENT
 AF9229  USGS QUAD   -  GIRARD (1959)
 AF9229
 AF9229                         *CURRENT SURVEY CONTROL
 AF9229  ___________________________________________________________________
 AF9229* NAD 83(1993)-  33 22 23.14687(N)    100 44 50.44340(W)     ADJUSTED  
 AF9229* NAVD 88     -       678.0    (meters)    2224.     (feet)  VERTCON   
 AF9229  ___________________________________________________________________
 AF9229  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AF9229  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AF9229
 AF9229  HORZ ORDER  -  THIRD
 AF9229
 AF9229.The horizontal coordinates were established by classical geodetic methods
 AF9229.and adjusted by the National Geodetic Survey in July 1998..
 AF9229
 AF9229.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9229
 AF9229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9229
 AF9229.The geoid height was determined by GEOID03.
 AF9229
 AF9229;                    North         East     Units Scale Factor Converg.
 AF9229;SPC TXNC     - 2,191,463.693   390,906.055   MT  0.99988831   -1 13 32.5
 AF9229;SPC TXNC     - 7,189,827.13  1,282,497.62   sFT  0.99988831   -1 13 32.5
 AF9229;UTM  14      - 3,694,013.402   337,450.713   MT  0.99992577   -0 57 41.1
 AF9229
 AF9229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9229!SPC TXNC     -   0.99989767  x   0.99988831  =   0.99978599
 AF9229!UTM  14      -   0.99989767  x   0.99992577  =   0.99982345
 AF9229
 AF9229                          SUPERSEDED SURVEY CONTROL
 AF9229
 AF9229  NGVD 29 (07/17/98)  677.8    (m)         2224.     (f) VERT ANG       
 AF9229
 AF9229.Superseded values are not recommended for survey control.
 AF9229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9229.See file dsdata.txt to determine how the superseded data were derived.
 AF9229
 AF9229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB3745194013(NAD 83)
 AF9229_MARKER: DS = TRIANGULATION STATION DISK
 AF9229
 AF9229  HISTORY     - Date     Condition        Report By
 AF9229  HISTORY     - 1958     MONUMENTED       USGS
 AF9229
 AF9229                          STATION DESCRIPTION
 AF9229
 AF9229'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9229'STATION IS 10.0 MI. SE. OF SPUR, 5 MI. WNW. OF GIRARD, ON THE W. SIDE
 AF9229'OF A MESQUITE COVERED HILL NEXT TO A PLOWED FIELD AND S. OF DUCK
 AF9229'CREEK.
 AF9229'STATION WAS REACHED FROM GIRARD BY GOING W. ON FARM ROAD 643 4.0 MI.
 AF9229'TO A CROSSROAD, THENCE N. 1.0 MI. TO ANOTHER CROSSROAD, W. 0.8 MI. TO
 AF9229'A FENCE GATE AND FIELD ACCESS RD. ON THE N., THENCE N. ON FIELD RD.
 AF9229'0.2 MI. PAST AN OLD CISTERN TO A PLOWED FIELD AND TOP OF THE HILL.
 AF9229'STATION MARK IS 44 FT. E. OF THE N-S. FIELD LINE AND 330 FT. S. OF THE
 AF9229'FIELD CORNER IN SOME MESQUITE COVERED GRAZING LAND.
 AF9229'RECOVERED BY USGS IN 1960.
 AF9229'STATION MARK--A STANDARD TABLET IN A CONCRETE POST SET FLUSH WITH THE
 AF9229'GROUND AND COVERED BY A SMALL PILE OF ROCK, STAMPED---FRANSEL ET
 AF9229'1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1975 ***********************************************************************
 AY1975  DESIGNATION -  FRAU
 AY1975  PID         -  AY1975
 AY1975  STATE/COUNTY-  TX/KENDALL
 AY1975  USGS QUAD   -  WARING (1982)
 AY1975
 AY1975                         *CURRENT SURVEY CONTROL
 AY1975  ___________________________________________________________________
 AY1975* NAD 83(1993)-  29 56 11.27841(N)    098 51 25.19755(W)     ADJUSTED  
 AY1975* NAVD 88     -       561.     (meters)    1841.     (feet)  SCALED    
 AY1975  ___________________________________________________________________
 AY1975  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AY1975  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AY1975
 AY1975  HORZ ORDER  -  SECOND
 AY1975
 AY1975.The horizontal coordinates were established by classical geodetic methods
 AY1975.and adjusted by the National Geodetic Survey in February 1996..
 AY1975
 AY1975.The orthometric height was scaled from a topographic map.
 AY1975
 AY1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1975
 AY1975.The geoid height was determined by GEOID03.
 AY1975
 AY1975;                    North         East     Units Scale Factor Converg.
 AY1975;SPC TXSC     - 4,233,095.158   613,805.251   MT  0.99991820   +0 04 12.2
 AY1975;SPC TXSC     -13,888,079.70  2,013,792.73   sFT  0.99991820   +0 04 12.2
 AY1975;SPC TX C     - 3,030,855.899   842,539.993   MT  1.00005298   +0 45 37.4
 AY1975;SPC TX C     - 9,943,733.06  2,764,233.29   sFT  1.00005298   +0 45 37.4
 AY1975;UTM  14      - 3,311,753.924   513,800.869   MT  0.99960235   +0 04 16.9
 AY1975
 AY1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1975!SPC TXSC     -   0.99991551  x   0.99991820  =   0.99983372
 AY1975!SPC TX C     -   0.99991551  x   1.00005298  =   0.99996849
 AY1975!UTM  14      -   0.99991551  x   0.99960235  =   0.99951790
 AY1975
 AY1975|---------------------------------------------------------------------|
 AY1975| PID    Reference Object                     Distance      Geod. Az  |
 AY1975|                                                           dddmmss.s |
 AY1975| CV4019 FRAU RM 1                             7.702 METERS 15825     |
 AY1975| CV4018 FRAU AZ MK                                         2260754.5 |
 AY1975| CV4020 FRAU RM 2                             6.048 METERS 26315     |
 AY1975| AY1981 COMFORT MUNICIPAL TANK              APPROX. 6.4 KM 3102111.0 |
 AY1975|---------------------------------------------------------------------|
 AY1975
 AY1975                          SUPERSEDED SURVEY CONTROL
 AY1975
 AY1975  NAD 83(1986)-  29 56 11.28539(N)    098 51 25.18242(W) AD(       ) 2
 AY1975  NAD 27      -  29 56 10.50270(N)    098 51 24.06570(W) AD(       ) 2
 AY1975
 AY1975.Superseded values are not recommended for survey control.
 AY1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1975.See file dsdata.txt to determine how the superseded data were derived.
 AY1975
 AY1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1380111754(NAD 83)
 AY1975_MARKER: DS = TRIANGULATION STATION DISK
 AY1975_SETTING: 66 = SET IN ROCK OUTCROP
 AY1975
 AY1975  HISTORY     - Date     Condition        Report By
 AY1975  HISTORY     - 1956     MONUMENTED       CGS
 AY1975  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 AY1975
 AY1975                          STATION DESCRIPTION
 AY1975
 AY1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1975'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF COMFORT, 3/4
 AY1975'OF A MILE NORTHEAST OF U.S. HIGHWAY 87, ON THE HIGHEST POINT
 AY1975'OF A PROMINENT HILL LOCALLY KNOWN AS YOUNG FRAU, AND ON
 AY1975'LAND OWNED BY E. SIEDENSTICKER.  IT IS 10 FEET NORTHEAST OF
 AY1975'A 4 IN X 4 IN WHITE WITNESS POST.
 AY1975'
 AY1975'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87
 AY1975'AND STATE HIGHWAY 27 AT THE NORTH EDGE OF COMFORT, GO SOUTHEASTERLY
 AY1975'ON HIGHWAY 87 FOR 1.9 MILES TO A GRAVELED ROAD ON THE LEFT
 AY1975'AT THE HILL COUNTRY QUARRY, TURN LEFT AND GO EASTERLY FOR
 AY1975'1.65 MILES TO THE HOME OF MR. SIEDENSTICKER ON THE LEFT,
 AY1975'CONTINUE EASTERLY FOR 0.5 MILE TO A BOARD GATE ON THE RIGHT,
 AY1975'TURN RIGHT, PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD
 AY1975'SOUTHERLY FOR 0.2 MILE TO A Y-JUNCTION, BEAR LEFT AND CONTINUE
 AY1975'SOUTHERLY FOR 0.75 MILE TO A Y-JUNCTION, BEAR RIGHT AND
 AY1975'CONTINUE SOUTHERLY FOR 0.25 MILE TO A GATE, PASS THROUGH
 AY1975'THE GATE AND FOLLOW THE TRACK ROAD FOR 0.15 MILE TO A
 AY1975'RESERVOIR ON THE RIGHT, PASS TO THE LEFT OF THE RESERVOIR,
 AY1975'TURN RIGHT AND GO WEST FOR ABOUT 0.35 MILE TO THE HIGHEST
 AY1975'POINT AND THE STATION.  A 4-WHEEL DRIVE TRUCK WILL BE
 AY1975'NEEDED TO DRIVE TO THE STATION.
 AY1975'
 AY1975'TO REACH THE AZIMUTH MARK FROM THE GRAVELED ROAD AND THE
 AY1975'HILL COUNTRY QUARRY MENTIONED ABOVE, GO SOUTHEASTERLY ON
 AY1975'U.S. HIGHWAY 87 FOR 1.8 MILES TO THE AZIMUTH MARK ON THE
 AY1975'RIGHT.
 AY1975'
 AY1975'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK
 AY1975'IS STAMPED FRAU 1956.
 AY1975'
 AY1975'REFERENCE MARK 1 IS 12 FEET SOUTH OF THE WITNESS POST.  THE
 AY1975'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED FRAU
 AY1975'NO 1 1956.
 AY1975'
 AY1975'REFERENCE MARK 2 IS 21 FEET NORTHWEST OF THE WITNESS POST.
 AY1975'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 AY1975'FRAU NO 2 1956.
 AY1975'
 AY1975'THE AZIMUTH MARK IS 40 FEET WEST OF THE CENTER OF THE HIGHWAY,
 AY1975'11 FEET EAST OF A FENCE AND 11 FEET EAST OF A 4 IN X 4 IN
 AY1975'WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND, AND
 AY1975'THE DISK IS STAMPED FRAU 1956.
 AY1975
 AY1975                          STATION RECOVERY (1994)
 AY1975
 AY1975'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1060 ***********************************************************************
 CR1060  DESIGNATION -  FRAZIER
 CR1060  PID         -  CR1060
 CR1060  STATE/COUNTY-  TX/MARION
 CR1060  USGS QUAD   -  TREES (1962)
 CR1060
 CR1060                         *CURRENT SURVEY CONTROL
 CR1060  ___________________________________________________________________
 CR1060* NAD 83(1993)-  32 47 54.52391(N)    094 05 26.12133(W)     ADJUSTED  
 CR1060* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 CR1060  ___________________________________________________________________
 CR1060  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CR1060  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CR1060
 CR1060  HORZ ORDER  -  SECOND
 CR1060
 CR1060.The horizontal coordinates were established by classical geodetic methods
 CR1060.and adjusted by the National Geodetic Survey in September 1999..
 CR1060
 CR1060.The orthometric height was scaled from a topographic map.
 CR1060
 CR1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1060
 CR1060.The geoid height was determined by GEOID03.
 CR1060
 CR1060;                    North         East     Units Scale Factor Converg.
 CR1060;SPC TXNC     - 2,134,171.694 1,012,837.990   MT  0.99988233   +2 24 17.5
 CR1060;SPC TXNC     - 7,001,861.63  3,322,952.64   sFT  0.99988233   +2 24 17.5
 CR1060;SPC LA N     -   255,948.433   851,017.797   MT  1.00003271   -0 50 27.4
 CR1060;SPC LA N     -   839,724.15  2,792,047.56   sFT  1.00003271   -0 50 27.4
 CR1060;UTM  15      - 3,629,473.111   397,888.156   MT  0.99972857   -0 35 26.9
 CR1060
 CR1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1060!SPC TXNC     -   0.99998719  x   0.99988233  =   0.99986952
 CR1060!SPC LA N     -   0.99998719  x   1.00003271  =   1.00001990
 CR1060!UTM  15      -   0.99998719  x   0.99972857  =   0.99971576
 CR1060
 CR1060:                Primary Azimuth Mark                     Grid Az
 CR1060:SPC TXNC     -  VIVIAN MUNICIPAL TANK                    044 55 34.7
 CR1060:SPC LA N     -  VIVIAN MUNICIPAL TANK                    048 10 19.6
 CR1060:UTM  15      -  VIVIAN MUNICIPAL TANK                    047 55 19.1
 CR1060
 CR1060|---------------------------------------------------------------------|
 CR1060| PID    Reference Object                     Distance      Geod. Az  |
 CR1060|                                                           dddmmss.s |
 CR1060| CQ3312 VIVIAN MUNICIPAL TANK               APPROX.12.5 KM 0471952.2 |
 CR1060| CQ3309 OIL CITY MUNICIPAL TANK             APPROX.12.3 KM 1154144.1 |
 CR1060| CX5848 FRAZIER AZ MK                                      2463419.1 |
 CR1060| CX5849 FRAZIER RM 1                         19.400 METERS 28343     |
 CR1060| CX5850 FRAZIER RM 2                         18.333 METERS 35931     |
 CR1060|---------------------------------------------------------------------|
 CR1060
 CR1060                          SUPERSEDED SURVEY CONTROL
 CR1060
 CR1060  NAD 83(1993)-  32 47 54.52481(N)    094 05 26.12087(W) AD(       ) 2
 CR1060  NAD 83(1993)-  32 47 54.53152(N)    094 05 26.11346(W) AD(       ) 2
 CR1060  NAD 83(1986)-  32 47 54.53282(N)    094 05 26.11037(W) AD(       ) 2
 CR1060  NAD 27      -  32 47 54.02580(N)    094 05 25.44550(W) AD(       ) 2
 CR1060
 CR1060.Superseded values are not recommended for survey control.
 CR1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1060.See file dsdata.txt to determine how the superseded data were derived.
 CR1060
 CR1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS9788829473(NAD 83)
 CR1060_MARKER: DS = TRIANGULATION STATION DISK
 CR1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1060
 CR1060  HISTORY     - Date     Condition        Report By
 CR1060  HISTORY     - 1958     MONUMENTED       CGS
 CR1060
 CR1060                          STATION DESCRIPTION
 CR1060
 CR1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1060'THE STATION IS LOCATED ON A LOW WOODED RIDGE, ABOUT 15.5
 CR1060'MILES AIRLINE EAST-NORTHEAST OF JEFFERSON AND 8 MILES SOUTHWEST
 CR1060'OF VIVIAN, LOUISIANA.  THERE HAS BEEN A LOT OF THE TOP SOIL
 CR1060'PUSHED OFF OVER A LARGE AREA NEAR THE STATION.  THE STATION
 CR1060'MARK IS 60 FEET SOUTH OF AN OAK TREE, 24 FEET EAST OF A DIRT
 CR1060'ROAD AND 4 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 3
 CR1060'INCHES AND IS STAMPED FRAZIER 1958.
 CR1060'
 CR1060'REFERENCE MARK NO. 1 IS 37 FEET WEST OF THE CENTER OF THE
 CR1060'DIRT ROAD AND 12 FEET NORTH OF A CLUMP OF SMALL PINE TREES.
 CR1060'THE MARK PROJECTS 4 INCHES AND IS STAMPED FRAZIER NO 1 1958.
 CR1060'
 CR1060'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE CENTER OF THE
 CR1060'DIRT ROAD AND 9 FEET WEST OF AN OAK TREE.  THE MARK PROJECTS
 CR1060'3 INCHES AND IS STAMPED FRAZIER NO 2 1958.
 CR1060'
 CR1060'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 CR1060'NO. 2 IS 76 FEET.
 CR1060'
 CR1060'THE AZIMUTH MARK IS ABOUT 55 FEET SOUTH OF THE CENTER OF
 CR1060'STATE HIGHWAY 49, 43 FEET EAST OF A POWER POLE AND 1 FOOT
 CR1060'NORTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND IS
 CR1060'STAMPED FRAZIER 1958.
 CR1060'
 CR1060'TO REACH THE STATION FROM THE SMITHLAND POST OFFICE, GO EAST
 CR1060'ON STATE HIGHWAY 49 FOR 4.0 MILES TO THE AZIMUTH MARK ON THE
 CR1060'RIGHT, ABOUT 0.1 MILE AFTER PASSING A CEMETERY ON THE RIGHT,
 CR1060'CONTINUE EAST ON THE HIGHWAY FOR 0.1 MILE TO A DIRT ROAD LEFT.
 CR1060'TURN LEFT ON THE DIRT ROAD AND GO 0.05 MILE TO A FORK AT A
 CR1060'CEMETERY, TAKE LEFT FORK AND GO 0.2 MILE TO THE STATION ON
 CR1060'THE RIGHT AS DESCRIBED.
 CR1060'
 CR1060'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0896 ***********************************************************************
 DO0896  DESIGNATION -  FRAZIER
 DO0896  PID         -  DO0896
 DO0896  STATE/COUNTY-  TX/HASKELL
 DO0896  USGS QUAD   -  DUDLEYS CREEK (1966)
 DO0896
 DO0896                         *CURRENT SURVEY CONTROL
 DO0896  ___________________________________________________________________
 DO0896* NAD 83(1993)-  33 03 46.52510(N)    099 45 35.34522(W)     ADJUSTED  
 DO0896* NAVD 88     -       470.1    (meters)    1542.     (feet)  VERTCON   
 DO0896  ___________________________________________________________________
 DO0896  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 DO0896  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DO0896
 DO0896  HORZ ORDER  -  FIRST
 DO0896
 DO0896.The horizontal coordinates were established by classical geodetic methods
 DO0896.and adjusted by the National Geodetic Survey in February 1996..
 DO0896
 DO0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0896
 DO0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0896
 DO0896.The geoid height was determined by GEOID03.
 DO0896
 DO0896;                    North         East     Units Scale Factor Converg.
 DO0896;SPC TXNC     - 2,155,535.899   482,367.393   MT  0.99987264   -0 41 13.6
 DO0896;SPC TXNC     - 7,071,954.03  1,582,567.02   sFT  0.99987264   -0 41 13.6
 DO0896;UTM  14      - 3,658,519.291   429,070.535   MT  0.99966203   -0 24 52.4
 DO0896
 DO0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0896!SPC TXNC     -   0.99993079  x   0.99987264  =   0.99980344
 DO0896!UTM  14      -   0.99993079  x   0.99966203  =   0.99959284
 DO0896
 DO0896:                Primary Azimuth Mark                     Grid Az
 DO0896:SPC TXNC     -  HASKELL GTE MICROWAVE                    013 12 37.1
 DO0896:UTM  14      -  HASKELL GTE MICROWAVE                    012 56 15.9
 DO0896
 DO0896|---------------------------------------------------------------------|
 DO0896| PID    Reference Object                     Distance      Geod. Az  |
 DO0896|                                                           dddmmss.s |
 DO0896| DO0891 HASKELL GTE MICROWAVE               APPROX.10.9 KM 0123123.5 |
 DO0896| DO0890 HASKELL MUN TANK                    APPROX.10.6 KM 0133328.1 |
 DO0896| CX7226 FRAZIER RM 2                                       01517     |
 DO0896| CX7225 FRAZIER RM 1                          8.562 METERS 02355     |
 DO0896| DO0895 CUT ET                               32.025 METERS 08131     |
 DO0896| CT1173 STAMFORD SOUTH MUNICIPAL TANK       APPROX.13.7 KM 1985933.0 |
 DO0896| CT1175 STAMFORD SW BELL RAD MAST           APPROX.11.0 KM 2044056.3 |
 DO0896|---------------------------------------------------------------------|
 DO0896
 DO0896                          SUPERSEDED SURVEY CONTROL
 DO0896
 DO0896  NAD 83(1993)-  33 03 46.52812(N)    099 45 35.34170(W) AD(       ) 1
 DO0896  NAD 83(1986)-  33 03 46.53214(N)    099 45 35.33751(W) AD(       ) 1
 DO0896  NAD 27      -  33 03 46.14810(N)    099 45 34.00553(W) AD(       ) 1
 DO0896  NGVD 29 (07/19/86)  469.9    (m)         1542.     (f) VERT ANG       
 DO0896
 DO0896.Superseded values are not recommended for survey control.
 DO0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0896.See file dsdata.txt to determine how the superseded data were derived.
 DO0896
 DO0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2907158519(NAD 83)
 DO0896_MARKER: DS = TRIANGULATION STATION DISK
 DO0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0896
 DO0896  HISTORY     - Date     Condition        Report By
 DO0896  HISTORY     - 1974     MONUMENTED       NGS
 DO0896  HISTORY     - 1982     GOOD             NGS
 DO0896
 DO0896                          STATION DESCRIPTION
 DO0896
 DO0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0896'THE STATION IS ABOUT 7 MILES SOUTH-SOUTHWEST OF HASKELL, 7-1/2
 DO0896'MILES NORTH-NORTHEAST OF STAMFORD, AND ON RIGHT-OF-WAY OF
 DO0896'U.S. HIGHWAY 277.
 DO0896'
 DO0896'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 DO0896'HASKELL, GO SOUTHERLY ON U.S. HIGHWAY 277 FOR 5.55 MILES TO A
 DO0896'CROSSOVER AND THE REFERENCE MARK 2 ON THE LEFT.  CONTINUE AHEAD
 DO0896'ON U.S. HIGHWAY 277 FOR 0.6 MILE TO THE TOP OF A HILL AND STATION
 DO0896'ON THE LEFT, BETWEEN THE RAILROAD TRACKS AND THE NORTH BOUND LANE
 DO0896'OF U.S. HIGHWAY 277.
 DO0896'
 DO0896'STATION MARKS ARE STANDARD DISKS STAMPED FRAZIER 1974, SET IN
 DO0896'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 DO0896'WITH THE GROUND SURFACE.  IT IS 55 FEET SOUTH OF A TELEPHONE
 DO0896'LINE POLE, 53 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANE
 DO0896'OF U.S. HIGHWAY 277, 49 FEET WEST OF THE WEST RAIL OF THE
 DO0896'RAILROAD TRACKS, AND 5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 DO0896'POST WITH A SIGN ATTACHED.
 DO0896'
 DO0896'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FRAZIER NO 1 1974, SET
 DO0896'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 DO0896'THE GROUND SURFACE.  IT IS 54 FEET EAST OF THE CENTER LINE OF THE
 DO0896'NORTH BOUND LANE OF U.S. HIGHWAY 277, 46 FEET WEST OF THE WEST
 DO0896'RAIL OF THE RAILROAD TRACKS, AND 27 FEET SOUTH OF THE TELEPHONE
 DO0896'LINE POLE.
 DO0896'
 DO0896'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FRAZIER NO 2 1974,
 DO0896'SET IN NORTH EDGE OF A CONCRETE DRAINAGE IN A DRILL HOLE.  THE
 DO0896'CONCRETE DRAINAGE IS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND
 DO0896'THE MARK IS FLUSH WITH THE TOP OF THE DRAINAGE.  IT IS 79 FEET
 DO0896'WEST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY
 DO0896'277 AND 51 FEET EAST OF THE CENTER LINE OF THE SOUTH BOUND LANE
 DO0896'OF U.S. HIGHWAY 277.
 DO0896'
 DO0896'CUT ET USGS IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 DO0896'STAMPED CUT ET 1965, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 DO0896'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DO0896'9 FEET WEST OF A FENCE AND 43 FEET EAST OF THE EAST RAIL OF THE
 DO0896'RAILROAD TRACKS.
 DO0896'
 DO0896'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
 DO0896
 DO0896                          STATION RECOVERY (1982)
 DO0896
 DO0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 DO0896'THE STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 DO0896'REFERENCE MARK 2 AND CUT ET USGS WERE NOT FOUND.  A REFERENCE MARK 3
 DO0896'WAS ESTABLISHED BUT NO AZIMUTH MARK WAS SET DUE TO NO SUITABLE PLACE
 DO0896'COULD BE FOUND.  NO MEASUREMENT WAS TAKEN BETWEEN THE REFERENCE MARKS
 DO0896'AS THEY ARE ABOUT 180 DEGREES APART.
 DO0896'
 DO0896'THE STATION IS LOCATED ABOUT 11.20 KM (7 MILES) SOUTH-SOUTHEAST OF
 DO0896'HASKELL, 11.20 KM (7 MILES) NORTH OF STAMFORD AND ALONG THE EAST SIDE
 DO0896'OF U.S. HIGHWAY 277 ON THE RIGHT-OF-WAY BETWEEN THE ROAD AND A
 DO0896'RAILROAD TRACK.
 DO0896'
 DO0896'TO REACH THE STATION FROM THE COURTHOUSE IN HASKELL, GO SOUTHERLY ON
 DO0896'U.S. HIGHWAY 277 FOR 9.84 KM (6.15 MI) TO THE TOP OF A RIDGE AND THE
 DO0896'STATION ON THE LEFT ABOUT 3 METERS BELOW THE LEVEL OF THE HIGHWAY.
 DO0896'
 DO0896'THE STATION AND ALL THE MARKS ARE STANDARD DISKS SET IN THE TOP OF
 DO0896'ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND.
 DO0896'
 DO0896'STATION DISK, STAMPED---FRAZIER 1974---, IS 16.15 METERS (53.0 FT)
 DO0896'EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 277,
 DO0896'14.94 METERS (49.0 FT) WEST OF THE WEST RAIL OF A RAILROAD TRACK AND
 DO0896'1.52 METERS (5.0 FT) SOUTH OF A WITNESS POST.
 DO0896'
 DO0896'REFERENCE MARK 1, STAMPED---FRAZIER NO 1 1974---, IS 16.52 METERS
 DO0896'(54.2 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE
 DO0896'HIGHWAY, 14.94 METERS WEST OF THE WEST RAIL OF THE RAILROAD TRACK AND
 DO0896'7.01 METERS (23.0 FT) NORTH OF THE WITNESS POST.
 DO0896'
 DO0896'REFERENCE MARK 3, STAMPED--FRAZIER NO 3 1982---, IS 15.85 METERS (52.0
 DO0896'FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY,
 DO0896'15.33 METERS (50.3 FT) WEST OF THE WEST RAIL OF THE RAILROAD TRACK
 DO0896'AND 9.14 METERS (30.0 FT) SOUTH OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0673 ***********************************************************************
 BN0673  DESIGNATION -  FRED
 BN0673  PID         -  BN0673
 BN0673  STATE/COUNTY-  TX/GILLESPIE
 BN0673  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0673
 BN0673                         *CURRENT SURVEY CONTROL
 BN0673  ___________________________________________________________________
 BN0673* NAD 83(1993)-  30 16 46.43929(N)    098 55 15.00737(W)     ADJUSTED  
 BN0673* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 BN0673  ___________________________________________________________________
 BN0673  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 BN0673  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 BN0673
 BN0673  HORZ ORDER  -  SECOND
 BN0673
 BN0673.The horizontal coordinates were established by classical geodetic methods
 BN0673.and adjusted by the National Geodetic Survey in February 1996..
 BN0673
 BN0673.The orthometric height was scaled from a topographic map.
 BN0673
 BN0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0673
 BN0673.The geoid height was determined by GEOID03.
 BN0673
 BN0673;                    North         East     Units Scale Factor Converg.
 BN0673;SPC TX C     - 3,068,807.075   835,894.031   MT  0.99996050   +0 43 39.1
 BN0673;SPC TX C     -10,068,244.55  2,742,429.00   sFT  0.99996050   +0 43 39.1
 BN0673;SPC TXSC     - 4,271,121.731   607,616.790   MT  0.99999891   +0 02 19.6
 BN0673;SPC TXSC     -14,012,838.55  1,993,489.42   sFT  0.99999891   +0 02 19.6
 BN0673;UTM  14      - 3,349,766.894   507,613.754   MT  0.99960072   +0 02 23.7
 BN0673
 BN0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0673!SPC TX C     -   0.99991679  x   0.99996050  =   0.99987730
 BN0673!SPC TXSC     -   0.99991679  x   0.99999891  =   0.99991570
 BN0673!UTM  14      -   0.99991679  x   0.99960072  =   0.99951755
 BN0673
 BN0673:                Primary Azimuth Mark                     Grid Az
 BN0673:SPC TX C     -  FRED AZ MK                               086 17 51.4
 BN0673:SPC TXSC     -  FRED AZ MK                               086 59 10.9
 BN0673:UTM  14      -  FRED AZ MK                               086 59 06.8
 BN0673
 BN0673|---------------------------------------------------------------------|
 BN0673| PID    Reference Object                     Distance      Geod. Az  |
 BN0673|                                                           dddmmss.s |
 BN0673| CV4021 FRED AZ MK                                         0870130.5 |
 BN0673| BN0660 GILLESPIE COUNTY AIRPORT BCN        APPROX. 3.5 KM 1635353.1 |
 BN0673| CV4022 FRED RM 1                            10.876 METERS 26446     |
 BN0673| CV4023 FRED RM 2                            29.609 METERS 34110     |
 BN0673|---------------------------------------------------------------------|
 BN0673
 BN0673                          SUPERSEDED SURVEY CONTROL
 BN0673
 BN0673  NAD 83(1986)-  30 16 46.44861(N)    098 55 14.99374(W) AD(       ) 2
 BN0673  NAD 27      -  30 16 45.72540(N)    098 55 13.84400(W) AD(       ) 2
 BN0673
 BN0673.Superseded values are not recommended for survey control.
 BN0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0673.See file dsdata.txt to determine how the superseded data were derived.
 BN0673
 BN0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0761449767(NAD 83)
 BN0673_MARKER: DS = TRIANGULATION STATION DISK
 BN0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0673_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0673
 BN0673  HISTORY     - Date     Condition        Report By
 BN0673  HISTORY     - 1956     MONUMENTED       CGS
 BN0673  HISTORY     - 1965     GOOD             BGAS
 BN0673  HISTORY     - 19930721 MARK NOT FOUND   USPSQD
 BN0673
 BN0673                          STATION DESCRIPTION
 BN0673
 BN0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0673'THE STATION IS ABOUT 3 MILES WEST OF FREDERICKSBURG, 55 FEET
 BN0673'NORTHEAST OF A TELEPHONE POLE, 46 FEET SOUTHEAST OF THE CENTER
 BN0673'OF U.S. HIGHWAY 290, 5 FEET WEST OF A 4 IN X 4 IN WHITE
 BN0673'WITNESS POST AND 4 FEET NORTHWEST OF A FENCE.
 BN0673'
 BN0673'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND
 BN0673'290 AT THE WESTERN EDGE OF FREDERICKSBURG, GO WEST ON HIGHWAY
 BN0673'290 FOR 1.65 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 BN0673'CONTINUE WEST ON THE HIGHWAY FOR 0.35 MILE TO THE STATION ON
 BN0673'THE LEFT.
 BN0673'
 BN0673'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED FRED
 BN0673'1956.
 BN0673'
 BN0673'REFERENCE MARK 1 IS 49 FEET SOUTHEAST OF THE CENTER OF THE
 BN0673'HIGHWAY, 19 FEET NORTHEAST OF THE TELEPHONE POLE AND 3 FEET
 BN0673'NORTHWEST OF THE FENCE.  THE MARK PROJECTS 3 INCHES, AND THE DISK
 BN0673'IS STAMPED FRED NO 1 1956.
 BN0673'
 BN0673'REFERENCE MARK 2 IS 47 FEET NORTHWEST OF THE CENTER OF THE
 BN0673'HIGHWAY, 16 FEET SOUTHWEST OF A TELEPHONE POLE AND 3 FEET
 BN0673'SOUTHEAST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND,
 BN0673'AND THE DISK IS STAMPED FRED NO 2 1956.
 BN0673'
 BN0673'THE AZIMUTH MARK IS 31 FEET NORTHEAST OF A TELEPHONE POLE, 2
 BN0673'FEET SOUTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST AND 1
 BN0673'FOOT SOUTHEAST OF A FENCE.  THE MARK PROJECTS 4 INCHES, AND THE
 BN0673'DISK IS STAMPED FRED 1956.
 BN0673'
 BN0673'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0673
 BN0673                          STATION RECOVERY (1965)
 BN0673
 BN0673'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 BN0673'STATION WAS VISITED JULY 27 AND ALL MARKS WERE FOUND IN GOOD
 BN0673'CONDITION.  THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE,
 BN0673'WITH THE EXCEPTION THE WITNESS POSTS NO LONGER EXIST.
 BN0673
 BN0673                          STATION RECOVERY (1993)
 BN0673
 BN0673'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2413 ***********************************************************************
 AN2413  DESIGNATION -  FRED
 AN2413  PID         -  AN2413
 AN2413  STATE/COUNTY-  TX/SAN PATRICIO
 AN2413  USGS QUAD   -  RINCON BEND (1979)
 AN2413
 AN2413                         *CURRENT SURVEY CONTROL
 AN2413  ___________________________________________________________________
 AN2413* NAD 83(1993)-  28 04 03.23226(N)    097 18 08.19320(W)     ADJUSTED  
 AN2413* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 AN2413  ___________________________________________________________________
 AN2413  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AN2413  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN2413
 AN2413  HORZ ORDER  -  THIRD
 AN2413
 AN2413.The horizontal coordinates were established by GPS observations
 AN2413.and adjusted by the National Geodetic Survey in February 1996..
 AN2413
 AN2413.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2413
 AN2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2413
 AN2413.The geoid height was determined by GEOID03.
 AN2413
 AN2413;                    North         East     Units Scale Factor Converg.
 AN2413;SPC TX S     - 5,266,573.962   417,743.019   MT  1.00006768   +0 32 37.6
 AN2413;SPC TX S     -17,278,751.41  1,370,545.22   sFT  1.00006768   +0 32 37.6
 AN2413;SPC TXSC     - 4,027,172.575   766,898.803   MT  1.00010560   +0 49 54.3
 AN2413;SPC TXSC     -13,212,482.02  2,516,067.16   sFT  1.00010560   +0 49 54.3
 AN2413;UTM  14      - 3,105,850.069   666,833.989   MT  0.99994354   +0 47 56.3
 AN2413
 AN2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2413!SPC TX S     -   1.00000351  x   1.00006768  =   1.00007119
 AN2413!SPC TXSC     -   1.00000351  x   1.00010560  =   1.00010911
 AN2413!UTM  14      -   1.00000351  x   0.99994354  =   0.99994705
 AN2413
 AN2413                          SUPERSEDED SURVEY CONTROL
 AN2413
 AN2413  NAD 83(1986)-  28 04 03.23996(N)    097 18 08.16737(W) AD(       ) 3
 AN2413  NGVD 29 (06/28/90)    4.8    (m)           16.     (f) GPS OBS        
 AN2413
 AN2413.Superseded values are not recommended for survey control.
 AN2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2413.See file dsdata.txt to determine how the superseded data were derived.
 AN2413
 AN2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6683405850(NAD 83)
 AN2413_MARKER: DD = SURVEY DISK
 AN2413_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AN2413_SP_SET: PREFAB CONC. BLOCK IN CONCRETE
 AN2413_STAMPING: FRED SAT 1989
 AN2413_MARK LOGO: NOS   
 AN2413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2413+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AN2413
 AN2413  HISTORY     - Date     Condition        Report By
 AN2413  HISTORY     - 1989     MONUMENTED       NOS
 AN2413
 AN2413                          STATION DESCRIPTION
 AN2413
 AN2413'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 AN2413'THE STATION IS LOCATED IN SAN PATRICIO COUNTY ON A HILLSIDE ALONG THE
 AN2413'S BANK OF CHILTIPIN CREEK, A TRIBUTARY OF THE ARANSAS RIVER.
 AN2413'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY 136 AND 881,
 AN2413'GO W ON HWY 881 FOR 4.4 MI TO A DIRT CROSSROAD (COUNTY HWY 83).  TURN
 AN2413'RIGHT, AND GO N ON DIRT ROAD FOR 1.4 MI TO CATTLE GUARD.  (THERE IS A
 AN2413'POWER LINE ALONG THIS ROAD).  PASS THROUGH CATTLE GUARD, TURN RIGHT,
 AN2413'AND GO EASTERLY ON RANCH ROAD THROUGH RANCH YARD FOR 0.5 MI TO
 AN2413'HILLSIDE ALONG THE S EDGE OF CHILTIPIN CREEK, AND STATION NEAR TALLEST
 AN2413'PART OF HILL.  STATION IS ABOUT 91.44 M (300.0 FT) S OF S EDGE OF A
 AN2413'MAN-MADE CATTLE POND, AND ABOUT 91.44 M (300.0 FT) SE OF NEAREST BANK
 AN2413'OF CHILTIPIN CREEK.
 AN2413'STATION MARK IS A STANDARD NOS DISK CRIMPED ONTO A ROD DRIVEN INTO THE
 AN2413'GROUND AND SURROUNDED BY A MASS OF CONCRETE.  DISK IS FLUSH WITH THE
 AN2413'SURFACE.
 AN2413'STATION WAS POSITIONED BY DOPPLER SATELLITE SURVEY METHODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1976 ***********************************************************************
 AY1976  DESIGNATION -  FREDERIC
 AY1976  PID         -  AY1976
 AY1976  STATE/COUNTY-  TX/KENDALL
 AY1976  USGS QUAD   -  RANGER CREEK (1982)
 AY1976
 AY1976                         *CURRENT SURVEY CONTROL
 AY1976  ___________________________________________________________________
 AY1976* NAD 83(1993)-  29 45 35.97383(N)    098 49 28.68166(W)     ADJUSTED  
 AY1976* NAVD 88     -       597.3    (meters)    1960.     (feet)  VERTCON   
 AY1976  ___________________________________________________________________
 AY1976  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 AY1976  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AY1976
 AY1976  HORZ ORDER  -  THIRD
 AY1976
 AY1976.The horizontal coordinates were established by classical geodetic methods
 AY1976.and adjusted by the National Geodetic Survey in February 1996..
 AY1976
 AY1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1976
 AY1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1976
 AY1976.The geoid height was determined by GEOID03.
 AY1976
 AY1976;                    North         East     Units Scale Factor Converg.
 AY1976;SPC TXSC     - 4,213,539.251   616,959.139   MT  0.99989067   +0 05 09.3
 AY1976;SPC TXSC     -13,823,920.03  2,024,140.11   sFT  0.99989067   +0 05 09.3
 AY1976;UTM  14      - 3,292,203.966   516,954.229   MT  0.99960355   +0 05 13.4
 AY1976
 AY1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1976!SPC TXSC     -   0.99990992  x   0.99989067  =   0.99980060
 AY1976!UTM  14      -   0.99990992  x   0.99960355  =   0.99951351
 AY1976
 AY1976|---------------------------------------------------------------------|
 AY1976| PID    Reference Object                     Distance      Geod. Az  |
 AY1976|                                                           dddmmss.s |
 AY1976| CV4025 FREDERIC RM 1                         9.346 METERS 20514     |
 AY1976| CV4026 FREDERIC RM 2                        11.038 METERS 30517     |
 AY1976| CV4024 FREDERIC AZ MK                                     3302452.0 |
 AY1976|---------------------------------------------------------------------|
 AY1976
 AY1976                          SUPERSEDED SURVEY CONTROL
 AY1976
 AY1976  NAD 83(1986)-  29 45 35.98014(N)    098 49 28.66603(W) AD(       ) 3
 AY1976  NAD 27      -  29 45 35.17740(N)    098 49 27.56790(W) AD(       ) 3
 AY1976  NGVD 29 (07/28/98)  597.2    (m)         1959.     (f) VERT ANG       
 AY1976
 AY1976.Superseded values are not recommended for survey control.
 AY1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1976.See file dsdata.txt to determine how the superseded data were derived.
 AY1976
 AY1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT1695492204(NAD 83)
 AY1976_MARKER: DS = TRIANGULATION STATION DISK
 AY1976_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1976_PROJECTION: FLUSH
 AY1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1976+STABILITY: SURFACE MOTION
 AY1976
 AY1976  HISTORY     - Date     Condition        Report By
 AY1976  HISTORY     - 1956     MONUMENTED       CGS
 AY1976  HISTORY     - 1964     GOOD             USGS
 AY1976  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 AY1976  HISTORY     - 20050521 POOR             USPSQD
 AY1976
 AY1976                          STATION DESCRIPTION
 AY1976
 AY1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1976'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF BOERNE,
 AY1976'1 MILE NORTHEAST OF THE KENDALL-BANDERA COUNTY LINE, 87 FEET
 AY1976'WEST OF A FENCE AND 7 FEET NORTHWEST OF A 4 IN X 4 IN WHITE
 AY1976'WITNESS POST.  IT IS ON THE PROPERTY OF MR. JOHN R. LESS
 AY1976'OF DALLAS, TEXAS.
 AY1976'
 AY1976'TO REACH THE STATION FROM THE POST OFFICE IN BOERNE, GO WEST
 AY1976'FOR 0.1 MILE, TURN RIGHT ON U.S. HIGHWAY 87 AND GO NORTH
 AY1976'FOR 0.25 MILE TO A HARD SURFACED ROAD ON THE LEFT, TURN LEFT
 AY1976'AND GO WESTERLY FOR 0.35 MILE TO A CROSS ROAD (JUST AFTER
 AY1976'PASSING A SCHOOLHOUSE ON THE LEFT), CONTINUE WESTERLY FOR
 AY1976'4.0 MILES TO A FORK, TAKE THE RIGHT ROAD AND GO 0.75 MILE
 AY1976'TO A CATTLE GUARD, CROSS THE CATTLE GUARD AND TAKE THE LEFT
 AY1976'ROAD FOR 0.15 MILE TO A FORK, TAKE THE RIGHT ROAD AND GO 1.45
 AY1976'MILES TO A HARD SURFACED ROAD LEADING TO RANCH BUILDINGS
 AY1976'ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR ABOUT 100 FEET TO
 AY1976'A CROSS ROAD, TURN LEFT AND GO SOUTH (CROSSING SMALL DAM)
 AY1976'FOR 0.1 MILE TO A WOODEN GATE, PASS THROUGH THE GATE AND
 AY1976'CONTINUE SOUTHERLY FOR 1.15 MILE TO A FORK, TAKE THE LEFT
 AY1976'ROAD AND GO EAST FOR 0.45 MILE TO DIM FORK ON THE RIGHT,
 AY1976'TURN RIGHT AND GO SOUTHERLY FOR 0.35 MILE TO DIM TRACK
 AY1976'ROAD ON THE LEFT AND THE AZIMUTH MARK JUST BEFORE REACHING
 AY1976'THE TRACK ROAD, TURN LEFT ON THE TRACK ROAD AND GO
 AY1976'SOUTHEAST FOR 0.2 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 AY1976'STATION.
 AY1976'
 AY1976'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 AY1976'FREDERIC 1956.
 AY1976'
 AY1976'REFERENCE MARK 1 IS 105 FEET WEST OF THE FENCE.  THE MARK
 AY1976'PROJECTS 5 INCHES, AND THE DISK IS STAMPED FREDERIC NO 1 1956.
 AY1976'
 AY1976'REFERENCE MARK 2 IS 114 FEET WEST OF THE FENCE.  THE MARK
 AY1976'PROJECTS 4 INCHES, AND THE DISK IS STAMPED FREDERIC NO 2
 AY1976'1956.
 AY1976'
 AY1976'THE AZIMUTH MARK IS 11 FEET EAST OF THE CENTER OF THE TRACK
 AY1976'ROAD AND 6 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS
 AY1976'POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1976'STAMPED FREDERIC 1956.
 AY1976
 AY1976                          STATION RECOVERY (1964)
 AY1976
 AY1976'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1976'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29098-4, STATION 1007.
 AY1976'RECOVERED BY USGS IN 1964.
 AY1976'STATION MARK--STANDARD USC AND GS DISK STAMPED---FREDERIC 1956---, SET
 AY1976'IN CONCRETE POST PROJECTING 0.5 FT.
 AY1976
 AY1976                          STATION RECOVERY (1994)
 AY1976
 AY1976'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1976'MARK NOT FOUND.
 AY1976
 AY1976                          STATION RECOVERY (2005)
 AY1976
 AY1976'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AY1976'THE STATION DISK NO LONGER EXISTS, BUT THE STUB IS STILL IMBEDDED IN
 AY1976'THE ROCK ALONG WITH THE IMPRESSION OF THE DISK.  REFERENCE MARKS RM1
 AY1976'AND RM2 WERE SEARCHED FOR AND ARE STILL IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0668 ***********************************************************************
 BN0668  DESIGNATION -  FREDERICKSBURG C TEX ELEC MAST
 BN0668  PID         -  BN0668
 BN0668  STATE/COUNTY-  TX/GILLESPIE
 BN0668  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 BN0668
 BN0668                         *CURRENT SURVEY CONTROL
 BN0668  ___________________________________________________________________
 BN0668* NAD 83(1993)-  30 18 14.90301(N)    098 51 53.26807(W)     ADJUSTED  
 BN0668* NAVD 88     -                                                        
 BN0668  ___________________________________________________________________
 BN0668  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 BN0668  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 BN0668
 BN0668  HORZ ORDER  -  THIRD
 BN0668
 BN0668.The horizontal coordinates were established by classical geodetic methods
 BN0668.and adjusted by the National Geodetic Survey in February 1996..
 BN0668
 BN0668
 BN0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0668
 BN0668.The geoid height was determined by GEOID03.
 BN0668
 BN0668;                    North         East     Units Scale Factor Converg.
 BN0668;SPC TX C     - 3,071,600.665   841,249.152   MT  0.99995524   +0 45 23.0
 BN0668;SPC TX C     -10,077,409.85  2,759,998.26   sFT  0.99995524   +0 45 23.0
 BN0668;SPC TXSC     - 4,273,850.805   613,005.378   MT  1.00000608   +0 03 58.5
 BN0668;SPC TXSC     -14,021,792.18  2,011,168.48   sFT  1.00000608   +0 03 58.5
 BN0668;UTM  14      - 3,352,495.018   513,000.106   MT  0.99960208   +0 04 05.6
 BN0668
 BN0668                          SUPERSEDED SURVEY CONTROL
 BN0668
 BN0668  NAD 83(1986)-  30 18 14.91255(N)    098 51 53.25381(W) AD(       ) 4
 BN0668  NAD 27      -  30 18 14.18300(N)    098 51 52.09600(W) AD(       ) 3
 BN0668
 BN0668.Superseded values are not recommended for survey control.
 BN0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0668.See file dsdata.txt to determine how the superseded data were derived.
 BN0668
 BN0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1300052495(NAD 83)
 BN0668_MARKER: 42 = RADIO/TV MAST
 BN0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0668+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 BN0668
 BN0668  HISTORY     - Date     Condition        Report By
 BN0668  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0668  HISTORY     - 1965     GOOD             BGAS
 BN0668  HISTORY     - 19930713 GOOD             USPSQD
 BN0668  HISTORY     - 20030616 GOOD             GEOCAC
 BN0668
 BN0668                          STATION DESCRIPTION
 BN0668
 BN0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0668'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF THE CENTER
 BN0668'OF FREDERICKSBURG.  IT IS THE PROPERTY OF THE CENTRAL TEXAS
 BN0668'ELECTRIC CO-OPERATIVE COMPANY.  IT IS A THREE-LEGGED STRUCTURAL
 BN0668'STEEL MAST, RED AND WHITE IN COLOR, AND ABOUT 150 FEET IN
 BN0668'HEIGHT.  THE POINT OBSERVED WAS THE TOP-CENTER OF THE MAST.
 BN0668
 BN0668                          STATION RECOVERY (1965)
 BN0668
 BN0668'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 BN0668'STATION WAS VISITED JULY 27 AND FOUND IN GOOD CONDITION.
 BN0668'
 BN0668'THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 BN0668
 BN0668                          STATION RECOVERY (1993)
 BN0668
 BN0668'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0668'RECOVERED IN GOOD CONDITION.
 BN0668
 BN0668                          STATION RECOVERY (2003)
 BN0668
 BN0668'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3842 ***********************************************************************
 DH3842  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3842  DESIGNATION -  FREDERICKSBURG CORS ARP
 DH3842  CORS_ID     -  TXFR
 DH3842  PID         -  DH3842
 DH3842  STATE/COUNTY-  TX/GILLESPIE
 DH3842  USGS QUAD   -  CAIN CITY (1963)
 DH3842
 DH3842                         *CURRENT SURVEY CONTROL
 DH3842  ___________________________________________________________________
 DH3842* NAD 83(CORS)-  30 14 45.49655(N)    098 50 48.42814(W)     ADJUSTED  
 DH3842* NAVD 88     -                                                        
 DH3842  ___________________________________________________________________
 DH3842  EPOCH DATE  -        2002.00
 DH3842  X           -    -848,164.244 (meters)                     COMP
 DH3842  Y           -  -5,449,371.458 (meters)                     COMP
 DH3842  Z           -   3,194,197.408 (meters)                     COMP
 DH3842  ELLIP HEIGHT-         474.62  (meters)          (06/??/05) GPS OBS
 DH3842  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 DH3842
 DH3842  HORZ ORDER  -  SPECIAL (CORS)
 DH3842  ELLP ORDER  -  SPECIAL (CORS)
 DH3842
 DH3842.ITRF positions are available for this station.
 DH3842.The coordinates were established by GPS observations
 DH3842.and adjusted by the National Geodetic Survey in June 2005..
 DH3842.The coordinates are valid at the epoch date displayed above.
 DH3842.The epoch date for horizontal control is a decimal equivalence
 DH3842.of Year/Month/Day.
 DH3842
 DH3842
 DH3842.The PID for the CORS L1 Phase Center is DH3843.
 DH3842
 DH3842.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3842
 DH3842.The ellipsoidal height was determined by GPS observations
 DH3842.and is referenced to NAD 83.
 DH3842
 DH3842.The geoid height was determined by GEOID03.
 DH3842
 DH3842;                    North         East     Units Scale Factor Converg.
 DH3842;SPC TX C     - 3,065,176.112   843,067.587   MT  0.99996800   +0 45 56.4
 DH3842;SPC TX C     -10,056,331.96  2,765,964.24   sFT  0.99996800   +0 45 56.4
 DH3842
 DH3842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3842!SPC TX C     -   0.99992547  x   0.99996800  =   0.99989347
 DH3842
 DH3842                          SUPERSEDED SURVEY CONTROL
 DH3842
 DH3842.No superseded survey control is available for this station.
 DH3842
 DH3842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1474146051(NAD 83)
 DH3842_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3842
 DH3842                          STATION DESCRIPTION
 DH3842
 DH3842'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3842'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3842'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3842'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3842'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3842'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3843 ***********************************************************************
 DH3843  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3843  DESIGNATION -  FREDERICKSBURG CORS L1 PHASE CENTER
 DH3843  CORS_ID     -  TXFR
 DH3843  PID         -  DH3843
 DH3843  STATE/COUNTY-  TX/GILLESPIE
 DH3843  USGS QUAD   -  CAIN CITY (1963)
 DH3843
 DH3843                         *CURRENT SURVEY CONTROL
 DH3843  ___________________________________________________________________
 DH3843* NAD 83(CORS)-  30 14 45.49656(N)    098 50 48.42812(W)     ADJUSTED  
 DH3843* NAVD 88     -                                                        
 DH3843  ___________________________________________________________________
 DH3843  EPOCH DATE  -        2002.00
 DH3843  X           -    -848,164.253 (meters)                     COMP
 DH3843  Y           -  -5,449,371.518 (meters)                     COMP
 DH3843  Z           -   3,194,197.443 (meters)                     COMP
 DH3843  ELLIP HEIGHT-         474.69  (meters)          (06/??/05) GPS OBS
 DH3843  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 DH3843
 DH3843  HORZ ORDER  -  SPECIAL (CORS)
 DH3843  ELLP ORDER  -  SPECIAL (CORS)
 DH3843
 DH3843.ITRF positions are available for this station.
 DH3843.The coordinates were established by GPS observations
 DH3843.and adjusted by the National Geodetic Survey in June 2005..
 DH3843.The coordinates are valid at the epoch date displayed above.
 DH3843.The epoch date for horizontal control is a decimal equivalence
 DH3843.of Year/Month/Day.
 DH3843
 DH3843
 DH3843.The PID for the CORS ARP is DH3842.
 DH3843
 DH3843.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3843
 DH3843.The ellipsoidal height was determined by GPS observations
 DH3843.and is referenced to NAD 83.
 DH3843
 DH3843.The geoid height was determined by GEOID03.
 DH3843
 DH3843;                    North         East     Units Scale Factor Converg.
 DH3843;SPC TX C     - 3,065,176.113   843,067.587   MT  0.99996800   +0 45 56.4
 DH3843;SPC TX C     -10,056,331.96  2,765,964.24   sFT  0.99996800   +0 45 56.4
 DH3843
 DH3843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3843!SPC TX C     -   0.99992546  x   0.99996800  =   0.99989346
 DH3843
 DH3843                          SUPERSEDED SURVEY CONTROL
 DH3843
 DH3843.No superseded survey control is available for this station.
 DH3843
 DH3843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1474146051(NAD 83)
 DH3843_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3843
 DH3843                          STATION DESCRIPTION
 DH3843
 DH3843'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3843'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3843'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3843'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3843'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3843'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0665 ***********************************************************************
 BN0665  DESIGNATION -  FREDERICKSBURG CROSS MTN CROSS
 BN0665  PID         -  BN0665
 BN0665  STATE/COUNTY-  TX/GILLESPIE
 BN0665  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 BN0665
 BN0665                         *CURRENT SURVEY CONTROL
 BN0665  ___________________________________________________________________
 BN0665* NAD 83(1993)-  30 17 38.99745(N)    098 52 08.44671(W)     ADJUSTED  
 BN0665* NAVD 88     -                                                        
 BN0665  ___________________________________________________________________
 BN0665  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 BN0665  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 BN0665
 BN0665  HORZ ORDER  -  THIRD
 BN0665
 BN0665.The horizontal coordinates were established by classical geodetic methods
 BN0665.and adjusted by the National Geodetic Survey in February 1996..
 BN0665
 BN0665
 BN0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0665
 BN0665.The geoid height was determined by GEOID03.
 BN0665
 BN0665;                    North         East     Units Scale Factor Converg.
 BN0665;SPC TX C     - 3,070,489.796   840,858.191   MT  0.99995735   +0 45 15.2
 BN0665;SPC TX C     -10,073,765.27  2,758,715.58   sFT  0.99995735   +0 45 15.2
 BN0665;SPC TXSC     - 4,272,744.672   612,601.047   MT  1.00000315   +0 03 51.0
 BN0665;SPC TXSC     -14,018,163.14  2,009,841.94   sFT  1.00000315   +0 03 51.0
 BN0665;UTM  14      - 3,351,389.317   512,595.975   MT  0.99960196   +0 03 57.9
 BN0665
 BN0665                          SUPERSEDED SURVEY CONTROL
 BN0665
 BN0665  NAD 83(1986)-  30 17 39.00693(N)    098 52 08.43244(W) AD(       ) 4
 BN0665  NAD 27      -  30 17 38.28300(N)    098 52 07.28300(W) AD(       ) 3
 BN0665
 BN0665.Superseded values are not recommended for survey control.
 BN0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0665.See file dsdata.txt to determine how the superseded data were derived.
 BN0665
 BN0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1259651389(NAD 83)
 BN0665_MARKER: 74 = LARGE CROSS
 BN0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0665+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0665
 BN0665  HISTORY     - Date     Condition        Report By
 BN0665  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0665  HISTORY     - 1965     GOOD             BGAS
 BN0665  HISTORY     - 19930713 GOOD             USPSQD
 BN0665  HISTORY     - 19960309 GOOD             USPSQD
 BN0665  HISTORY     - 20040325 GOOD             USPSQD
 BN0665  HISTORY     - 20051102 GOOD             USPSQD
 BN0665
 BN0665                          STATION DESCRIPTION
 BN0665
 BN0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0665'THE STATION IS LOCATED ON A LONE, SMALL HILL ABOUT 1 MILE
 BN0665'NORTH-NORTHWEST OF THE CENTER OF FREDERICKSBURG.  IT IS A
 BN0665'WOOD CROSS, WHITE IN COLOR, AND 14 FEET HIGH.  IT IS THE
 BN0665'PROPERTY OF THE HISTORICAL SOCIETY OF FREDERICKSBURG.  THE
 BN0665'POINT OBSERVED WAS THE TOP-CENTER OF THE CROSS.
 BN0665
 BN0665                          STATION RECOVERY (1965)
 BN0665
 BN0665'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 BN0665'STATION WAS VISITED JULY 28 AND FOUND IN GOOD CONDITION.
 BN0665'
 BN0665'THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE
 BN0665
 BN0665                          STATION RECOVERY (1993)
 BN0665
 BN0665'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0665'RECOVERED IN GOOD CONDITION.
 BN0665
 BN0665                          STATION RECOVERY (1996)
 BN0665
 BN0665'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0665'RECOVERED IN GOOD CONDITION.
 BN0665
 BN0665                          STATION RECOVERY (2004)
 BN0665
 BN0665'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0665'INFO FROM HISTORICAL MARKER AT THE SITE - -  WOOD CROSS WAS REPLACED
 BN0665'IN 1946 WITH A CONCRETE AND METAL CROSS DONATED BY ST. MARY'S CHURCH.
 BN0665'COULD NOT VISIT THE CROSS BECAUSE AREA WAS UNDER A LOCKED FENCE.
 BN0665
 BN0665                          STATION RECOVERY (2005)
 BN0665
 BN0665'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0671 ***********************************************************************
 BN0671  DESIGNATION -  FREDERICKSBURG N MUNICIPAL TK
 BN0671  PID         -  BN0671
 BN0671  STATE/COUNTY-  TX/GILLESPIE
 BN0671  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0671
 BN0671                         *CURRENT SURVEY CONTROL
 BN0671  ___________________________________________________________________
 BN0671* NAD 83(1993)-  30 16 55.71392(N)    098 52 51.64936(W)     ADJUSTED  
 BN0671* NAVD 88     -                                                        
 BN0671  ___________________________________________________________________
 BN0671  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 BN0671  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BN0671
 BN0671  HORZ ORDER  -  THIRD
 BN0671
 BN0671.The horizontal coordinates were established by classical geodetic methods
 BN0671.and adjusted by the National Geodetic Survey in February 1996..
 BN0671
 BN0671
 BN0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0671
 BN0671.The geoid height was determined by GEOID03.
 BN0671
 BN0671;                    North         East     Units Scale Factor Converg.
 BN0671;SPC TX C     - 3,069,141.972   839,721.263   MT  0.99995994   +0 44 52.9
 BN0671;SPC TX C     -10,069,343.29  2,754,985.51   sFT  0.99995994   +0 44 52.9
 BN0671;SPC TXSC     - 4,271,410.577   611,447.924   MT  0.99999966   +0 03 29.9
 BN0671;SPC TXSC     -14,013,786.20  2,006,058.73   sFT  0.99999966   +0 03 29.9
 BN0671;UTM  14      - 3,350,055.719   511,443.355   MT  0.99960162   +0 03 36.0
 BN0671
 BN0671                          SUPERSEDED SURVEY CONTROL
 BN0671
 BN0671  NAD 83(1986)-  30 16 55.72323(N)    098 52 51.63511(W) AD(       ) 4
 BN0671  NAD 27      -  30 16 55.00000(N)    098 52 50.48500(W) AD(       ) 3
 BN0671
 BN0671.Superseded values are not recommended for survey control.
 BN0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0671.See file dsdata.txt to determine how the superseded data were derived.
 BN0671
 BN0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1144350056(NAD 83)
 BN0671_MARKER: 53 = ELEVATED TANK
 BN0671
 BN0671  HISTORY     - Date     Condition        Report By
 BN0671  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0671  HISTORY     - 19930721 GOOD             USPSQD
 BN0671  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 BN0671
 BN0671                          STATION DESCRIPTION
 BN0671
 BN0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0671'THE STATION IS LOCATED AT THE WEST-NORTHWEST EDGE OF
 BN0671'FREDERICKSBURG.  THE TANK IS SUPPORTED BY FOUR STRUCTURAL STEEL
 BN0671'LEGS, 110 FEET HIGH, AND SILVER IN COLOR.  THE POINT OBSERVED WAS
 BN0671'THE APEX OF THE TANK.
 BN0671
 BN0671                          STATION RECOVERY (1993)
 BN0671
 BN0671'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0671'RECOVERED IN GOOD CONDITION.
 BN0671
 BN0671                          STATION RECOVERY (2004)
 BN0671
 BN0671'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0671'WATER TOWER HAS BEEN REMOVED.  A NEW CREDIT UNION BUILDING IS ALL THAT
 BN0671'IS ON THIS PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0674 ***********************************************************************
 BN0674  DESIGNATION -  FREDERICKSBURG RAD KNAF MAST
 BN0674  PID         -  BN0674
 BN0674  STATE/COUNTY-  TX/GILLESPIE
 BN0674  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0674
 BN0674                         *CURRENT SURVEY CONTROL
 BN0674  ___________________________________________________________________
 BN0674* NAD 83(1993)-  30 17 16.68378(N)    098 53 05.26142(W)     ADJUSTED  
 BN0674* NAVD 88     -                                                        
 BN0674  ___________________________________________________________________
 BN0674  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 BN0674  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 BN0674
 BN0674  HORZ ORDER  -  THIRD
 BN0674
 BN0674.The horizontal coordinates were established by classical geodetic methods
 BN0674.and adjusted by the National Geodetic Survey in February 1996..
 BN0674
 BN0674
 BN0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0674
 BN0674.The geoid height was determined by GEOID03.
 BN0674
 BN0674;                    North         East     Units Scale Factor Converg.
 BN0674;SPC TX C     - 3,069,782.887   839,349.110   MT  0.99995868   +0 44 45.9
 BN0674;SPC TX C     -10,071,446.02  2,753,764.54   sFT  0.99995868   +0 44 45.9
 BN0674;SPC TXSC     - 4,272,055.952   611,083.497   MT  1.00000134   +0 03 23.2
 BN0674;SPC TXSC     -14,015,903.57  2,004,863.11   sFT  1.00000134   +0 03 23.2
 BN0674;UTM  14      - 3,350,700.826   511,079.055   MT  0.99960151   +0 03 29.2
 BN0674
 BN0674                          SUPERSEDED SURVEY CONTROL
 BN0674
 BN0674  NAD 83(1986)-  30 17 16.69306(N)    098 53 05.24722(W) AD(       ) 4
 BN0674  NAD 27      -  30 17 15.96800(N)    098 53 04.09800(W) AD(       ) 3
 BN0674
 BN0674.Superseded values are not recommended for survey control.
 BN0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0674.See file dsdata.txt to determine how the superseded data were derived.
 BN0674
 BN0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1107950701(NAD 83)
 BN0674_MARKER: 42 = RADIO/TV MAST
 BN0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0674+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 BN0674
 BN0674  HISTORY     - Date     Condition        Report By
 BN0674  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0674  HISTORY     - 19930721 GOOD             USPSQD
 BN0674  HISTORY     - 20030616 GOOD             GEOCAC
 BN0674
 BN0674                          STATION DESCRIPTION
 BN0674
 BN0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0674'THE STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF THE CENTER
 BN0674'OF FREDERICKSBURG.  IT IS A THREE-LEGGED STRUCTURAL STEEL MAST,
 BN0674'RED AND WHITE IN COLOR, AND ABOUT 100 FEET IN HEIGHT.  THE
 BN0674'POINT OBSERVED WAS THE TOP-CENTER OF THE MAST.
 BN0674
 BN0674                          STATION RECOVERY (1993)
 BN0674
 BN0674'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0674'RECOVERED IN GOOD CONDITION.
 BN0674
 BN0674                          STATION RECOVERY (2003)
 BN0674
 BN0674'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0672 ***********************************************************************
 BN0672  DESIGNATION -  FREDERICKSBURG S MUNICIPAL TK
 BN0672  PID         -  BN0672
 BN0672  STATE/COUNTY-  TX/GILLESPIE
 BN0672  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0672
 BN0672                         *CURRENT SURVEY CONTROL
 BN0672  ___________________________________________________________________
 BN0672* NAD 83(1993)-  30 15 44.33117(N)    098 52 59.88809(W)     ADJUSTED  
 BN0672* NAVD 88     -                                                        
 BN0672  ___________________________________________________________________
 BN0672  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 BN0672  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 BN0672
 BN0672  HORZ ORDER  -  THIRD
 BN0672
 BN0672.The horizontal coordinates were established by classical geodetic methods
 BN0672.and adjusted by the National Geodetic Survey in February 1996..
 BN0672
 BN0672
 BN0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0672
 BN0672.The geoid height was determined by GEOID03.
 BN0672
 BN0672;                    North         East     Units Scale Factor Converg.
 BN0672;SPC TX C     - 3,066,941.236   839,529.757   MT  0.99996431   +0 44 48.7
 BN0672;SPC TX C     -10,062,123.04  2,754,357.21   sFT  0.99996431   +0 44 48.7
 BN0672;SPC TXSC     - 4,269,212.230   611,229.932   MT  0.99999400   +0 03 25.8
 BN0672;SPC TXSC     -14,006,573.79  2,005,343.54   sFT  0.99999400   +0 03 25.8
 BN0672;UTM  14      - 3,347,858.234   511,225.513   MT  0.99960155   +0 03 31.7
 BN0672
 BN0672                          SUPERSEDED SURVEY CONTROL
 BN0672
 BN0672  NAD 83(1986)-  30 15 44.34032(N)    098 52 59.87384(W) AD(       ) 4
 BN0672  NAD 27      -  30 15 43.61200(N)    098 52 58.72600(W) AD(       ) 3
 BN0672
 BN0672.Superseded values are not recommended for survey control.
 BN0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0672.See file dsdata.txt to determine how the superseded data were derived.
 BN0672
 BN0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1122647858(NAD 83)
 BN0672_MARKER: 53 = ELEVATED TANK
 BN0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0672+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0672
 BN0672  HISTORY     - Date     Condition        Report By
 BN0672  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0672  HISTORY     - 19930721 GOOD             USPSQD
 BN0672  HISTORY     - 20030616 GOOD             GEOCAC
 BN0672  HISTORY     - 20051102 GOOD             USPSQD
 BN0672
 BN0672                          STATION DESCRIPTION
 BN0672
 BN0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0672'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE CENTER OF
 BN0672'FREDERICKSBURG.  IT IS A LARGE STEEL TANK WHICH IS SUPPORTED
 BN0672'BY A CEMENT FOUNDATION ON THE GROUND.  IT IS 20 FEET HIGH, AND
 BN0672'SILVER IN COLOR.  THE POINT OBSERVED WAS THE CENTER OF THE
 BN0672'TANK.
 BN0672
 BN0672                          STATION RECOVERY (1993)
 BN0672
 BN0672'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0672'RECOVERED IN GOOD CONDITION.
 BN0672
 BN0672                          STATION RECOVERY (2003)
 BN0672
 BN0672'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0672'RECOVERED IN GOOD CONDITION.
 BN0672
 BN0672                          STATION RECOVERY (2005)
 BN0672
 BN0672'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0675 ***********************************************************************
 BN0675  DESIGNATION -  FREDERICKSBURG ST MARYS CHURCH
 BN0675  PID         -  BN0675
 BN0675  STATE/COUNTY-  TX/GILLESPIE
 BN0675  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0675
 BN0675                         *CURRENT SURVEY CONTROL
 BN0675  ___________________________________________________________________
 BN0675* NAD 83(1993)-  30 16 37.08080(N)    098 52 37.12289(W)     ADJUSTED  
 BN0675* NAVD 88     -                                                        
 BN0675  ___________________________________________________________________
 BN0675  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 BN0675  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 BN0675
 BN0675  HORZ ORDER  -  THIRD
 BN0675
 BN0675.The horizontal coordinates were established by classical geodetic methods
 BN0675.and adjusted by the National Geodetic Survey in February 1996..
 BN0675
 BN0675
 BN0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0675
 BN0675.The geoid height was determined by GEOID03.
 BN0675
 BN0675;                    North         East     Units Scale Factor Converg.
 BN0675;SPC TX C     - 3,068,573.337   840,116.955   MT  0.99996107   +0 45 00.4
 BN0675;SPC TX C     -10,067,477.69  2,756,283.71   sFT  0.99996107   +0 45 00.4
 BN0675;SPC TXSC     - 4,270,837.197   611,836.756   MT  0.99999817   +0 03 37.0
 BN0675;SPC TXSC     -14,011,905.04  2,007,334.42   sFT  0.99999817   +0 03 37.0
 BN0675;UTM  14      - 3,349,482.579   511,832.049   MT  0.99960173   +0 03 43.3
 BN0675
 BN0675                          SUPERSEDED SURVEY CONTROL
 BN0675
 BN0675  NAD 83(1986)-  30 16 37.08995(N)    098 52 37.10858(W) AD(       ) 4
 BN0675  NAD 27      -  30 16 36.36300(N)    098 52 35.96000(W) AD(       ) 3
 BN0675
 BN0675.Superseded values are not recommended for survey control.
 BN0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0675.See file dsdata.txt to determine how the superseded data were derived.
 BN0675
 BN0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1183249483(NAD 83)
 BN0675_MARKER: 90 = CHURCH SPIRE
 BN0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0675+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0675
 BN0675  HISTORY     - Date     Condition        Report By
 BN0675  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0675  HISTORY     - 19930721 GOOD             USPSQD
 BN0675  HISTORY     - 19960309 GOOD             USPSQD
 BN0675  HISTORY     - 20030120 GOOD             USPSQD
 BN0675  HISTORY     - 20040325 GOOD             USPSQD
 BN0675  HISTORY     - 20051102 GOOD             USPSQD
 BN0675
 BN0675                          STATION DESCRIPTION
 BN0675
 BN0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0675'THE STATION IS LOCATED JUST SOUTHWEST OF THE CENTER OF
 BN0675'FREDERICKSBURG.  THE BUILDING IS CONSTRUCTED OF LIGHT TAN
 BN0675'ROCK, AND HAS A SPIRE AT THE SOUTHEAST CORNER.  THE SPIRE
 BN0675'IS SILVER IN COLOR, AND IS ABOUT 100 FEET HIGH.  THE POINT
 BN0675'OBSERVED WAS THE CENTER OF THE CROSS AT THE TOP OF THE SPIRE.
 BN0675
 BN0675                          STATION RECOVERY (1993)
 BN0675
 BN0675'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0675'RECOVERED IN GOOD CONDITION.
 BN0675
 BN0675                          STATION RECOVERY (1996)
 BN0675
 BN0675'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0675'RECOVERED IN GOOD CONDITION.
 BN0675
 BN0675                          STATION RECOVERY (2003)
 BN0675
 BN0675'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0675'RECOVERED IN GOOD CONDITION.
 BN0675
 BN0675                          STATION RECOVERY (2004)
 BN0675
 BN0675'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0675'RECOVERED IN GOOD CONDITION.
 BN0675
 BN0675                          STATION RECOVERY (2005)
 BN0675
 BN0675'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0669 ***********************************************************************
 BN0669  DESIGNATION -  FREDERICKSBURG ZIONS LUTH CH
 BN0669  PID         -  BN0669
 BN0669  STATE/COUNTY-  TX/GILLESPIE
 BN0669  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0669
 BN0669                         *CURRENT SURVEY CONTROL
 BN0669  ___________________________________________________________________
 BN0669* NAD 83(1993)-  30 16 58.58397(N)    098 52 43.50420(W)     ADJUSTED  
 BN0669* NAVD 88     -                                                        
 BN0669  ___________________________________________________________________
 BN0669  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 BN0669  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 BN0669
 BN0669  HORZ ORDER  -  THIRD
 BN0669
 BN0669.The horizontal coordinates were established by classical geodetic methods
 BN0669.and adjusted by the National Geodetic Survey in February 1996..
 BN0669
 BN0669
 BN0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0669
 BN0669.The geoid height was determined by GEOID03.
 BN0669
 BN0669;                    North         East     Units Scale Factor Converg.
 BN0669;SPC TX C     - 3,069,233.184   839,937.765   MT  0.99995977   +0 44 57.1
 BN0669;SPC TX C     -10,069,642.54  2,755,695.82   sFT  0.99995977   +0 44 57.1
 BN0669;SPC TXSC     - 4,271,499.180   611,665.516   MT  0.99999989   +0 03 33.8
 BN0669;SPC TXSC     -14,014,076.89  2,006,772.61   sFT  0.99999989   +0 03 33.8
 BN0669;UTM  14      - 3,350,144.293   511,660.858   MT  0.99960168   +0 03 40.1
 BN0669
 BN0669                          SUPERSEDED SURVEY CONTROL
 BN0669
 BN0669  NAD 83(1986)-  30 16 58.59314(N)    098 52 43.48992(W) AD(       ) 4
 BN0669  NAD 27      -  30 16 57.86700(N)    098 52 42.34100(W) AD(       ) 3
 BN0669
 BN0669.Superseded values are not recommended for survey control.
 BN0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0669.See file dsdata.txt to determine how the superseded data were derived.
 BN0669
 BN0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1166150144(NAD 83)
 BN0669_MARKER: 90 = CHURCH SPIRE
 BN0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0669+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0669
 BN0669  HISTORY     - Date     Condition        Report By
 BN0669  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0669  HISTORY     - 19930721 GOOD             USPSQD
 BN0669  HISTORY     - 19960309 GOOD             USPSQD
 BN0669  HISTORY     - 20030120 GOOD             USPSQD
 BN0669  HISTORY     - 20040325 GOOD             USPSQD
 BN0669  HISTORY     - 20051102 GOOD             USPSQD
 BN0669
 BN0669                          STATION DESCRIPTION
 BN0669
 BN0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0669'THE STATION IS LOCATED JUST NORTHWEST OF THE CENTER OF
 BN0669'FREDERICKSBURG.  THE BUILDING IS COVERED WITH WHITE STUCCO,
 BN0669'AND THE PART THAT SUPPORTS THE SPIRE IS CONSTRUCTED OF LIGHT
 BN0669'TAN ROCK.  THE SPIRE IS AT THE SOUTH END OF THE BUILDING, SILVER
 BN0669'IN COLOR, AND ABOUT 80 FEET IN HEIGHT.  THE POINT OBSERVED
 BN0669'WAS THE CENTER OF THE CROSS AT THE TOP OF THE SPIRE.
 BN0669
 BN0669                          STATION RECOVERY (1993)
 BN0669
 BN0669'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0669'RECOVERED IN GOOD CONDITION.
 BN0669
 BN0669                          STATION RECOVERY (1996)
 BN0669
 BN0669'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0669'RECOVERED IN GOOD CONDITION.
 BN0669
 BN0669                          STATION RECOVERY (2003)
 BN0669
 BN0669'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0669'RECOVERED IN GOOD CONDITION.
 BN0669
 BN0669                          STATION RECOVERY (2004)
 BN0669
 BN0669'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0669'RECOVERED IN GOOD CONDITION.
 BN0669
 BN0669                          STATION RECOVERY (2005)
 BN0669
 BN0669'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0809 ***********************************************************************
 BN0809  DESIGNATION -  FREDPORT
 BN0809  PID         -  BN0809
 BN0809  STATE/COUNTY-  TX/GILLESPIE
 BN0809  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0809
 BN0809                         *CURRENT SURVEY CONTROL
 BN0809  ___________________________________________________________________
 BN0809* NAD 83(1993)-  30 14 56.13291(N)    098 54 47.31361(W)     ADJUSTED  
 BN0809* NAVD 88     -       515.9    (meters)    1693.     (feet)  VERTCON   
 BN0809  ___________________________________________________________________
 BN0809  X           -    -854,451.851 (meters)                     COMP
 BN0809  Y           -  -5,448,238.786 (meters)                     COMP
 BN0809  Z           -   3,194,489.986 (meters)                     COMP
 BN0809  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 BN0809  ELLIP HEIGHT-         493.71  (meters)          (02/16/96) GPS OBS
 BN0809  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 BN0809
 BN0809  HORZ ORDER  -  THIRD
 BN0809  ELLP ORDER  -  FIFTH     CLASS I
 BN0809
 BN0809.This mark is at Gillespie Co (T82) Airport (T82)
 BN0809
 BN0809.The horizontal coordinates were established by GPS observations
 BN0809.and adjusted by the National Geodetic Survey in February 1996..
 BN0809
 BN0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0809
 BN0809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0809
 BN0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0809
 BN0809.The ellipsoidal height was determined by GPS observations
 BN0809.and is referenced to NAD 83.
 BN0809
 BN0809.The geoid height was determined by GEOID03.
 BN0809
 BN0809;                    North         East     Units Scale Factor Converg.
 BN0809;SPC TX C     - 3,065,420.169   836,677.456   MT  0.99996732   +0 43 53.3
 BN0809;SPC TX C     -10,057,132.67  2,744,999.29   sFT  0.99996732   +0 43 53.3
 BN0809;UTM  14      - 3,346,372.062   508,356.204   MT  0.99960086   +0 02 37.5
 BN0809
 BN0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0809!SPC TX C     -   0.99992247  x   0.99996732  =   0.99988979
 BN0809!UTM  14      -   0.99992247  x   0.99960086  =   0.99952336
 BN0809
 BN0809:                Primary Azimuth Mark                     Grid Az
 BN0809:SPC TX C     -  FREDPORT AZ MK                           145 35 30.6
 BN0809:UTM  14      -  FREDPORT AZ MK                           146 16 46.4
 BN0809
 BN0809|---------------------------------------------------------------------|
 BN0809| PID    Reference Object                     Distance      Geod. Az  |
 BN0809|                                                           dddmmss.s |
 BN0809| BN0810 FREDPORT AZ MK                      APPROX. 1.1 KM 1461923.9 |
 BN0809|---------------------------------------------------------------------|
 BN0809
 BN0809                          SUPERSEDED SURVEY CONTROL
 BN0809
 BN0809  NAD 83(1986)-  30 14 56.14241(N)    098 54 47.30621(W) AD(       ) 3
 BN0809  NGVD 29 (10/23/89)  515.8    (m)         1692.     (f) GPS OBS        
 BN0809
 BN0809.Superseded values are not recommended for survey control.
 BN0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0809.See file dsdata.txt to determine how the superseded data were derived.
 BN0809
 BN0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0835646372(NAD 83)
 BN0809_MARKER: I = METAL ROD
 BN0809_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BN0809_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BN0809_STAMPING: FREDPORT 1988
 BN0809_MARK LOGO: NGS   
 BN0809_PROJECTION: FLUSH
 BN0809_MAGNETIC: I = MARKER IS A STEEL ROD
 BN0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0809+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1989
 BN0809_ROD/PIPE-DEPTH: 3.20 meters
 BN0809_SLEEVE-DEPTH  : 0.76 meters
 BN0809
 BN0809  HISTORY     - Date     Condition        Report By
 BN0809  HISTORY     - 1988     MONUMENTED       NGS
 BN0809  HISTORY     - 19890118 GOOD
 BN0809  HISTORY     - 19930731 MARK NOT FOUND   USPSQD
 BN0809
 BN0809                          STATION DESCRIPTION
 BN0809
 BN0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BN0809'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHWEST OF
 BN0809'FREDERICKSBURG, 1.3 KM (0.80 MI) NORTHWEST OF STATE HIGHWAY 16, AT THE
 BN0809'GILLESPIE COUNTY AIRPORT.  OWNERSHIP--GILLESPIE COUNTY, P.O. BOX 551,
 BN0809'FREDERICKSBURG, TEXAS 78624.  THE AIRPORT MANAGER IS W.G. PODOLL,
 BN0809'TELEPHONE 512-997-4812.
 BN0809'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87, U.S. HIGHWAY 290, STATE
 BN0809'HIGHWAY 16, AND THE COURTHOUSE IN FREDERICKSBURG, GO SOUTHWEST ON
 BN0809'STATE HIGHWAY 16 FOR 4.19 KM (2.60 MI) TO FARM ROAD 2093 ON THE RIGHT.
 BN0809'TURN RIGHT AND GO WEST ON FARM ROAD 2093 FOR 1.54 KM (0.95 MI) TO A
 BN0809'PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD
 BN0809'FOR 0.57 KM (0.35 MI) TO THE END OF THE ROAD AND A HANGAR.  BEAR LEFT
 BN0809'AROUND THE HANGAR FOR 0.09 KM (0.05 MI), CROSSING A TARMAC AND A RAMP
 BN0809'TO THE JUNCTION WITH A RUNWAY, AND THE STATION ON THE LEFT.
 BN0809'THE STATION IS 27.1 M (88.9 FT) NORTHEAST OF THE CENTER OF A RUNWAY,
 BN0809'20.2 M (66.3 FT) SOUTHEAST OF THE CENTERLINE OF A TAXIWAY, AND 0.3 M
 BN0809'(1.0 FT) WEST OF A WITNESS POST.
 BN0809'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0809'DESCRIBED BY V.L. FERNANDES.
 BN0809
 BN0809                          STATION RECOVERY (1989)
 BN0809
 BN0809'RECOVERED 1989
 BN0809'RECOVERED IN GOOD CONDITION.
 BN0809
 BN0809                          STATION RECOVERY (1993)
 BN0809
 BN0809'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0810 ***********************************************************************
 BN0810  DESIGNATION -  FREDPORT AZ MK
 BN0810  PID         -  BN0810
 BN0810  STATE/COUNTY-  TX/GILLESPIE
 BN0810  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0810
 BN0810                         *CURRENT SURVEY CONTROL
 BN0810  ___________________________________________________________________
 BN0810* NAD 83(1993)-  30 14 25.64764(N)    098 54 23.91884(W)     ADJUSTED  
 BN0810* NAVD 88     -       510.5    (meters)    1675.     (feet)  VERTCON   
 BN0810  ___________________________________________________________________
 BN0810  X           -    -853,906.394 (meters)                     COMP
 BN0810  Y           -  -5,448,798.248 (meters)                     COMP
 BN0810  Z           -   3,193,676.246 (meters)                     COMP
 BN0810  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 BN0810  ELLIP HEIGHT-         488.33  (meters)          (02/16/96) GPS OBS
 BN0810  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 BN0810
 BN0810  HORZ ORDER  -  THIRD
 BN0810  ELLP ORDER  -  FIFTH     CLASS I
 BN0810
 BN0810.This mark is at Gillespie Co (T82) Airport (T82)
 BN0810
 BN0810.The horizontal coordinates were established by GPS observations
 BN0810.and adjusted by the National Geodetic Survey in February 1996..
 BN0810
 BN0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0810
 BN0810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0810
 BN0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0810
 BN0810.The ellipsoidal height was determined by GPS observations
 BN0810.and is referenced to NAD 83.
 BN0810
 BN0810.The geoid height was determined by GEOID03.
 BN0810
 BN0810;                    North         East     Units Scale Factor Converg.
 BN0810;SPC TX C     - 3,064,489.530   837,314.873   MT  0.99996926   +0 44 05.4
 BN0810;SPC TX C     -10,054,079.40  2,747,090.55   sFT  0.99996926   +0 44 05.4
 BN0810;UTM  14      - 3,345,434.184   508,982.174   MT  0.99960100   +0 02 49.3
 BN0810
 BN0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0810!SPC TX C     -   0.99992332  x   0.99996926  =   0.99989258
 BN0810!UTM  14      -   0.99992332  x   0.99960100  =   0.99952435
 BN0810
 BN0810:                Primary Azimuth Mark                     Grid Az
 BN0810:SPC TX C     -  FREDPORT                                 325 35 30.3
 BN0810:UTM  14      -  FREDPORT                                 326 16 46.4
 BN0810
 BN0810|---------------------------------------------------------------------|
 BN0810| PID    Reference Object                     Distance      Geod. Az  |
 BN0810|                                                           dddmmss.s |
 BN0810| BN0809 FREDPORT                            APPROX. 1.1 KM 3261935.7 |
 BN0810|---------------------------------------------------------------------|
 BN0810
 BN0810                          SUPERSEDED SURVEY CONTROL
 BN0810
 BN0810  NAD 83(1986)-  30 14 25.65715(N)    098 54 23.91143(W) AD(       ) 3
 BN0810  NGVD 29 (10/23/89)  510.4    (m)         1675.     (f) GPS OBS        
 BN0810
 BN0810.Superseded values are not recommended for survey control.
 BN0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0810.See file dsdata.txt to determine how the superseded data were derived.
 BN0810
 BN0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0898245434(NAD 83)
 BN0810_MARKER: I = METAL ROD
 BN0810_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BN0810_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BN0810_STAMPING: FREDPORT AZ MK 1988
 BN0810_MARK LOGO: NGS   
 BN0810_PROJECTION: FLUSH
 BN0810_MAGNETIC: I = MARKER IS A STEEL ROD
 BN0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0810+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1989
 BN0810_ROD/PIPE-DEPTH: 5.95 meters
 BN0810_SLEEVE-DEPTH  : 0.76 meters
 BN0810
 BN0810  HISTORY     - Date     Condition        Report By
 BN0810  HISTORY     - 1988     MONUMENTED       NGS
 BN0810  HISTORY     - 19890117 GOOD
 BN0810  HISTORY     - 19930731 MARK NOT FOUND   USPSQD
 BN0810
 BN0810                          STATION DESCRIPTION
 BN0810
 BN0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BN0810'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHWEST OF
 BN0810'FREDERICKSBURG, 1.3 KM (0.80 MI) NORTHWEST OF STATE HIGHWAY 16, AT THE
 BN0810'GILLESPIE COUNTY AIRPORT.  OWNERSHIP--GILLESPIE COUNTY, P.O. BOX 551,
 BN0810'FREDERICKSBURG, TEXAS 78624.  THE AIRPORT MANAGER IS W.G. PODOLL,
 BN0810'TELEPHONE 512-997-4812.
 BN0810'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87, U.S. HIGHWAY 290, STATE
 BN0810'HIGHWAY 16, AND THE COURTHOUSE IN FREDERICKSBURG, GO SOUTHWEST ON
 BN0810'STATE HIGHWAY 16 FOR 4.19 KM (2.60 MI) TO FARM ROAD 2093 ON THE RIGHT.
 BN0810'TURN RIGHT AND GO WEST ON FARM ROAD 2093 FOR 1.54 KM (0.95 MI) TO A
 BN0810'PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE AIRPORT ENTRANCE ROAD
 BN0810'FOR 0.57 KM (0.35 MI) TO THE END OF THE ROAD AND A HANGAR.  BEAR LEFT
 BN0810'AROUND THE HANGAR FOR 0.09 KM (0.05 MI), CROSSING A TARMAC AND ONTO A
 BN0810'RUNWAY RAMP.  TURN LEFT ON THE RUNWAY AND GO SOUTHEAST FOR 1.05 KM
 BN0810'(0.65 MI) TO THE AZIMUTH MARK ON THE LEFT.
 BN0810'THE MARK IS 5.0 M (16.4 FT) NORTHEAST OF THE SOUTHEAST EDGE OF RUNWAY
 BN0810'END 32, AT THE EDGE OF A TURNAROUND, 4.5 M (14.8 FT) WEST OF THE EDGE
 BN0810'OF A CULTIVATED FIELD, 1.6 M (5.2 FT) NORTHWEST OF A BLUE RUNWAY
 BN0810'LIGHT, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 BN0810'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0810'DESCRIBED BY V.L. FENANDES.
 BN0810
 BN0810                          STATION RECOVERY (1989)
 BN0810
 BN0810'RECOVERED 1989
 BN0810'RECOVERED IN GOOD CONDITION.
 BN0810
 BN0810                          STATION RECOVERY (1993)
 BN0810
 BN0810'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0825 ***********************************************************************
 BP0825  DESIGNATION -  FREE
 BP0825  PID         -  BP0825
 BP0825  STATE/COUNTY-  TX/TERRELL
 BP0825  USGS QUAD   -  HACKBERRY DRAW SE (1969)
 BP0825
 BP0825                         *CURRENT SURVEY CONTROL
 BP0825  ___________________________________________________________________
 BP0825* NAD 83(1993)-  30 35 25.02733(N)    102 17 48.75815(W)     ADJUSTED  
 BP0825* NAVD 88     -       907.     (meters)    2976.     (feet)  SCALED    
 BP0825  ___________________________________________________________________
 BP0825  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BP0825  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 BP0825
 BP0825  HORZ ORDER  -  THIRD
 BP0825
 BP0825.The horizontal coordinates were established by classical geodetic methods
 BP0825.and adjusted by the National Geodetic Survey in February 1996..
 BP0825
 BP0825.The orthometric height was scaled from a topographic map.
 BP0825
 BP0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0825
 BP0825.The geoid height was determined by GEOID03.
 BP0825
 BP0825;                    North         East     Units Scale Factor Converg.
 BP0825;SPC TXSC     - 4,310,024.160   283,805.304   MT  1.00010311   -1 36 54.7
 BP0825;SPC TXSC     -14,140,470.93    931,117.90   sFT  1.00010311   -1 36 54.7
 BP0825;UTM  13      - 3,387,309.697   759,199.883   MT  1.00042889   +1 22 34.9
 BP0825
 BP0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0825!SPC TXSC     -   0.99986116  x   1.00010311  =   0.99996426
 BP0825!UTM  13      -   0.99986116  x   1.00042889  =   1.00028999
 BP0825
 BP0825                          SUPERSEDED SURVEY CONTROL
 BP0825
 BP0825  NAD 83(1986)-  30 35 25.02662(N)    102 17 48.76489(W) AD(       ) 3
 BP0825  NAD 27      -  30 35 24.41659(N)    102 17 47.28702(W) AD(       ) 3
 BP0825
 BP0825.Superseded values are not recommended for survey control.
 BP0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0825.See file dsdata.txt to determine how the superseded data were derived.
 BP0825
 BP0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP5920087310(NAD 83)
 BP0825_MARKER: DD = SURVEY DISK
 BP0825_SETTING: 66 = SET IN ROCK OUTCROP
 BP0825_SP_SET: SET IN ROCK OUTCROP
 BP0825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0825+STABILITY: POSITION/ELEVATION WELL
 BP0825
 BP0825  HISTORY     - Date     Condition        Report By
 BP0825  HISTORY     - 1920     MONUMENTED       USGS
 BP0825
 BP0825                          STATION DESCRIPTION
 BP0825
 BP0825'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 BP0825'ABOUT 40 MI. N. AND E. BY RD. FROM SANDERSON, 2 MI. E. FROM FREE POST
 BP0825'OFFICE, 1 MI. SE. FROM NEAREST POINT ON RD. LEADING FROM FREE POST
 BP0825'OFFICE UP OVER MESA N. TO HARRALLS RANCH, ON HIGHEST POINT OF MESA
 BP0825'LYING BETWEEN MAIN FORK AND SOUTH FORK OF INDEPENDENCE DRAW, AND DUE
 BP0825'N., ABOUT 1 MI. FROM KERRIS WELL IN SOUTH FORK OF INDEPENDENCE DRAW.
 BP0825'
 BP0825'STATION MAY BE REACHED BY RD.  WHICH RUNS OVER MESA N. FROM EDWARDS
 BP0825'WELL, NEAR FREE POST OFFICE, AT A POINT ABOUT 0.25 MI. S. OF WHERE IT
 BP0825'LEAVES MESA ON N. SIDE AND FOLLOWING HIGHEST PART OF MESA SE. ABOUT 1
 BP0825'MI.
 BP0825'
 BP0825'STATION MARK - STANDARD BRONZE TABLET CEMENTED IN ROCK SET FLUSH
 BP0825'WITH GROUND.
 BP0825'
 BP0825'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0598 ***********************************************************************
 AO0598  DESIGNATION -  FREEMAN
 AO0598  PID         -  AO0598
 AO0598  STATE/COUNTY-  TX/LIVE OAK
 AO0598  USGS QUAD   -  CALLIHAM (1967)
 AO0598
 AO0598                         *CURRENT SURVEY CONTROL
 AO0598  ___________________________________________________________________
 AO0598* NAD 83(1993)-  28 26 31.85554(N)    098 18 43.04152(W)     ADJUSTED  
 AO0598* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 AO0598  ___________________________________________________________________
 AO0598  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AO0598  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AO0598
 AO0598  HORZ ORDER  -  THIRD
 AO0598
 AO0598.The horizontal coordinates were established by classical geodetic methods
 AO0598.and adjusted by the National Geodetic Survey in February 1996..
 AO0598
 AO0598.The orthometric height was scaled from a topographic map.
 AO0598
 AO0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0598
 AO0598.The geoid height was determined by GEOID03.
 AO0598
 AO0598;                    North         East     Units Scale Factor Converg.
 AO0598;SPC TXSC     - 4,067,677.579   667,397.531   MT  0.99998363   +0 20 13.5
 AO0598;SPC TXSC     -13,345,372.19  2,189,620.07   sFT  0.99998363   +0 20 13.5
 AO0598;UTM  14      - 3,146,379.399   567,372.954   MT  0.99965602   +0 19 39.7
 AO0598
 AO0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0598!SPC TXSC     -   0.99999137  x   0.99998363  =   0.99997500
 AO0598!UTM  14      -   0.99999137  x   0.99965602  =   0.99964739
 AO0598
 AO0598|---------------------------------------------------------------------|
 AO0598| PID    Reference Object                     Distance      Geod. Az  |
 AO0598|                                                           dddmmss.s |
 AO0598| CV4028 FREEMAN RM 1                         14.699 METERS 06925     |
 AO0598| CV4027 FREEMAN AZ MK                                      2512154.9 |
 AO0598| CV4029 FREEMAN RM 2                         15.077 METERS 25356     |
 AO0598|---------------------------------------------------------------------|
 AO0598
 AO0598                          SUPERSEDED SURVEY CONTROL
 AO0598
 AO0598  NAD 83(1986)-  28 26 31.86079(N)    098 18 43.01949(W) AD(       ) 3
 AO0598  NAD 27      -  28 26 30.88000(N)    098 18 41.98400(W) AD(       ) 3
 AO0598
 AO0598.Superseded values are not recommended for survey control.
 AO0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0598.See file dsdata.txt to determine how the superseded data were derived.
 AO0598
 AO0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS6737346379(NAD 83)
 AO0598_MARKER: DS = TRIANGULATION STATION DISK
 AO0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0598
 AO0598  HISTORY     - Date     Condition        Report By
 AO0598  HISTORY     - 1953     MONUMENTED       CGS
 AO0598  HISTORY     - 1968     GOOD             CGS
 AO0598
 AO0598                          STATION DESCRIPTION
 AO0598
 AO0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0598'THE STATION IS LOCATED ABOUT 9 MILES WEST OF THREE RIVERS,
 AO0598'3.5 MILES NORTHWEST OF SIMMONS AND ON A FLAT-TOPPED, MESQUITE
 AO0598'COVERED RIDGE.
 AO0598'
 AO0598'TO REACH FROM THE JUNCTION OF FARM ROAD 63 AND U.S. HIGHWAY
 AO0598'281 IN THREE RIVERS, GO WEST ON FARM ROAD 63 FOR 1.4 MILES
 AO0598'TO A CROSSROAD.  TURN LEFT, SOUTH, ON A DIRT ROAD FOR 0.15
 AO0598'MILE TO A CROSSROAD.  TURN RIGHT, WEST ON A DIRT ROAD FOR 0.3
 AO0598'MILE TO A FORK.  TURN LEFT, SOUTHWEST ON A DIRT ROAD FOR 5.3
 AO0598'MILES TO WHERE THE MAIN TRAVELED ROAD TURNS LEFT.  CONTINUE
 AO0598'STRAIGHT AHEAD FOR 0.05 MILE ON A DIRT ROAD TO A CATTLE GUARD.
 AO0598'CROSS CATTLE GUARD AND CONTINUE STRAIGHT AHEAD, WEST, FOR 1.25
 AO0598'MILES TO WHERE MAIN TRAVELED ROAD TURNS LEFT THROUGH A CATTLE
 AO0598'GUARD*.  CONTINUE STRAIGHT AHEAD, WEST, THROUGH A WIRE GATE
 AO0598'FOR 0.5 MILE TO A FENCE CORNER.  TURN RIGHT, NORTH, ALONG EAST
 AO0598'SIDE OF FENCE ON A TRACK ROAD FOR 0.9 MILE TO A T-FENCE AND
 AO0598'GATE.  FROM THIS POINT, THE AZIMUTH MARK IS ON THE LEFT, 6
 AO0598'FEET WEST OF THE CENTER OF THE TRACK ROAD.  TURN RIGHT,
 AO0598'ALONG THE SOUTH SIDE OF FENCE AND GO EAST ON A TRACK ROAD
 AO0598'FOR 0.4 MILE TO THE SOUTHEAST CORNER OF A CULTIVATED FIELD.
 AO0598'CONTINUE STRAIGHT AHEAD, EAST, FOR 0.1 MILE TO THE
 AO0598'HIGHEST POINT OF A FLAT-TOPPED RIDGE AND THE STATION SITE ON
 AO0598'THE LEFT, NORTH, SIDE OF THE TRACK ROAD.
 AO0598'
 AO0598'THE STATION MARK IS A STANDARD DISK STAMPED FREEMAN 1953 AND
 AO0598'IT PROJECTS 5 INCHES.  THE MARK IS 0.1 MILE EAST OF THE SOUTHEAST
 AO0598'CORNER OF A CULTIVATED FIELD, 4 FEET EAST OF A WHITE WITNESS
 AO0598'POST AND 3 FEET SOUTH OF AN EAST-WEST FENCE.
 AO0598'
 AO0598'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FREEMAN NO 1
 AO0598'1953.  THE MARK PROJECTS 5 INCHES AND IT IS 1 FOOT SOUTH OF AN
 AO0598'EAST-WEST FENCE.
 AO0598'
 AO0598'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FREEMAN NO 2
 AO0598'1953.  THE MARK PROJECTS 5 INCHES AND IT IS 1 FOOT SOUTH OF
 AO0598'AN EAST-WEST FENCE.
 AO0598'
 AO0598'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FREEMAN 1953 AND
 AO0598'IT PROJECTS 5 INCHES.  THE MARK IS 25 FEET SOUTH OF A T-FENCE AND
 AO0598'WIRE GATE, AND IT IS 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 AO0598'
 AO0598'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AO0598
 AO0598                          STATION RECOVERY (1968)
 AO0598
 AO0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BFD)
 AO0598'STATION RECOVERED IN GOOD CONDITION.
 AO0598'
 AO0598'TO REACH FROM JUNCTION OF STATE HIGHWAY 72 AND U.S. HIGHWAY
 AO0598'281 IN THREE RIVERS, GO W. ON STATE HWY. 72 FOR 3.0 MILES TO
 AO0598'JUNCTION OF FARM ROAD 1545 AND STATE HWY. 72.  THEN TURN LEFT
 AO0598'ON FARM ROAD 1545 FOR 5.3 MILES TO END OF PAVEMENT.  CONTINUE W.
 AO0598'ON PUBLIC ROAD FOR 1.25 MILES TO GATE.  CONTINUE W. FOR 0.55
 AO0598'MILES TO GATE.  TURN RIGHT (NORTH) ON TRACK ROAD FOR 0.4 MILE TO
 AO0598'GATE AND T FENCE E..  TURN RIGHT ON TRACK ROAD ALONG SOUTH
 AO0598'SIDE OF FENCE FOR 0.6 MILE TO SE CORNER OF CULTIVATED FIELD.
 AO0598'CONTINUE E. ON TRACK ROAD FOR 0.1 MILE TO STATION SITE ON S.
 AO0598'SIDE OF FENCE.
 AO0598'
 AO0598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9
 AO0598'MILES WEST OF THREE RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0847 ***********************************************************************
 DO0847  DESIGNATION -  FREEMAN
 DO0847  PID         -  DO0847
 DO0847  STATE/COUNTY-  TX/FOARD
 DO0847  USGS QUAD   -  SANTA ROSA LAKE NW (1966)
 DO0847
 DO0847                         *CURRENT SURVEY CONTROL
 DO0847  ___________________________________________________________________
 DO0847* NAD 83(1993)-  33 57 18.55820(N)    099 29 47.67855(W)     ADJUSTED  
 DO0847* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 DO0847  ___________________________________________________________________
 DO0847  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DO0847  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DO0847
 DO0847  HORZ ORDER  -  SECOND
 DO0847
 DO0847.The horizontal coordinates were established by classical geodetic methods
 DO0847.and adjusted by the National Geodetic Survey in February 1996..
 DO0847
 DO0847.The orthometric height was scaled from a topographic map.
 DO0847
 DO0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0847
 DO0847.The geoid height was determined by GEOID03.
 DO0847
 DO0847;                    North         East     Units Scale Factor Converg.
 DO0847;SPC TXNC     - 2,254,219.582   507,884.734   MT  0.99999681   -0 32 36.7
 DO0847;SPC TXNC     - 7,395,718.75  1,666,285.16   sFT  0.99999681   -0 32 36.7
 DO0847;UTM  14      - 3,757,294.733   454,117.854   MT  0.99962595   -0 16 38.5
 DO0847
 DO0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0847!SPC TXNC     -   0.99994059  x   0.99999681  =   0.99993740
 DO0847!UTM  14      -   0.99994059  x   0.99962595  =   0.99956656
 DO0847
 DO0847|---------------------------------------------------------------------|
 DO0847| PID    Reference Object                     Distance      Geod. Az  |
 DO0847|                                                           dddmmss.s |
 DO0847| CX7236 FREEMAN RM 1                         26.137 METERS 16230     |
 DO0847| CX7237 FREEMAN RM 2                         25.934 METERS 26121     |
 DO0847| DO0911 THALIA MUN TANK                     APPROX. 5.8 KM 3012333.6 |
 DO0847| CX7235 FREEMAN AZ MK                                      3433236.4 |
 DO0847|---------------------------------------------------------------------|
 DO0847
 DO0847                          SUPERSEDED SURVEY CONTROL
 DO0847
 DO0847  NAD 83(1993)-  33 57 18.55858(N)    099 29 47.67861(W) AD(       ) 2
 DO0847  NAD 83(1986)-  33 57 18.56547(N)    099 29 47.66934(W) AD(       ) 2
 DO0847  NAD 27      -  33 57 18.25152(N)    099 29 46.35940(W) AD(       ) 2
 DO0847
 DO0847.Superseded values are not recommended for survey control.
 DO0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0847.See file dsdata.txt to determine how the superseded data were derived.
 DO0847
 DO0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5411857295(NAD 83)
 DO0847_MARKER: DS = TRIANGULATION STATION DISK
 DO0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0847_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0847
 DO0847  HISTORY     - Date     Condition        Report By
 DO0847  HISTORY     - 1969     MONUMENTED       CGS
 DO0847
 DO0847                          STATION DESCRIPTION
 DO0847
 DO0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 DO0847'THE STATION IS LOCATED ABOUT 13-1/2 MILES EAST-SOUTHEAST OF
 DO0847'CROWELL, 11 MILES SOUTHWEST OF LOCKETT AND 3 MILES SOUTHEAST OF
 DO0847'THALIA ON PROPERTY OF THE WAGGONER ESTATE.
 DO0847'
 DO0847'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM
 DO0847'ROAD 262 IN THALIA, GO SOUTH, WEST AND SOUTH ON FARM ROAD 262 FOR
 DO0847'2.35 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A DIRT
 DO0847'ROAD FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON A DIRT
 DO0847'ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A
 DO0847'DIRT ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DO0847'CONTINUE EAST FOR 0.05 MILE TO A POINT WHERE THE ROAD TURNS RIGHT
 DO0847'(EAST) CROSSING A CATTLE GUARD.  CONTINUE ON THE ROAD IN AN EASTERLY
 DO0847'DIRECTION FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 DO0847'
 DO0847'THE STATION MARK IS A STANDARD DISK STAMPED FREEMAN 1969, SET IN
 DO0847'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN DIAMETER
 DO0847'THAT PROJECTS 4 INCHES.  IT IS 260 FEET WEST-SOUTHWEST OF THE
 DO0847'CENTER OF THE DIRT ROAD, 185.2 FEET NORTH-NORTHWEST OF THE
 DO0847'NORTHEAST CORNER POST OF A WIRE CORRAL AND 117.8 FEET
 DO0847'EAST-NORTHEAST OF A POWER LINE POLE.
 DO0847'
 DO0847'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FREEMAN NO 1 1969, SET
 DO0847'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN DIAMETER
 DO0847'THAT PROJECTS 5 INCHES.  IT IS 255 FEET WEST-SOUTHWEST OF THE
 DO0847'CENTER OF THE ROAD, 145 FEET EAST OF THE POWER POLE AND 106 FEET
 DO0847'NORTHWEST OF THE CORNER POST.
 DO0847'
 DO0847'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FREEMAN NO 2 1969, SET
 DO0847'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN DIAMETER
 DO0847'THAT PROJECTS 4 INCHES.  IT IS 345 FEET WEST-SOUTHWEST OF THE
 DO0847'CENTER OF THE ROAD, 234.5 FEET WEST-NORTHWEST OF THE CORNER POST
 DO0847'AND 36.5 FEET SOUTHWEST OF THE POWER LINE POLE.
 DO0847'
 DO0847'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FREEMAN 1969, SET IN
 DO0847'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN DIAMETER
 DO0847'THAT PROJECTS 10 INCHES.  IT IS 24 FEET SOUTH OF THE CENTER OF THE
 DO0847'DIRT ROAD AND 0.7 FOOT NORTH OF A WIRE FENCE.
 DO0847'
 DO0847'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0435 ***********************************************************************
 AM0435  DESIGNATION -  FREEPORT COAST GUARD BEACON
 AM0435  PID         -  AM0435
 AM0435  STATE/COUNTY-  TX/BRAZORIA
 AM0435  USGS QUAD   -  FREEPORT (1974)
 AM0435
 AM0435                         *CURRENT SURVEY CONTROL
 AM0435  ___________________________________________________________________
 AM0435* NAD 83(1993)-  28 56 28.27196(N)    095 18 03.76496(W)     ADJUSTED  
 AM0435* NAVD 88     -                                                        
 AM0435  ___________________________________________________________________
 AM0435  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AM0435  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AM0435
 AM0435  HORZ ORDER  -  THIRD
 AM0435
 AM0435.The horizontal coordinates were established by classical geodetic methods
 AM0435.and adjusted by the National Geodetic Survey in February 1996..
 AM0435
 AM0435
 AM0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0435
 AM0435.The geoid height was determined by GEOID03.
 AM0435
 AM0435;                    North         East     Units Scale Factor Converg.
 AM0435;SPC TXSC     - 4,128,482.274   960,524.915   MT  0.99988669   +1 48 43.8
 AM0435;SPC TXSC     -13,544,862.26  3,151,322.16   sFT  0.99988669   +1 48 43.8
 AM0435;UTM  15      - 3,203,649.748   275,719.255   MT  1.00022078   -1 06 50.3
 AM0435
 AM0435                          SUPERSEDED SURVEY CONTROL
 AM0435
 AM0435  NAD 83(1986)-  28 56 28.28079(N)    095 18 03.74501(W) AD(       ) 4
 AM0435  NAD 27      -  28 56 27.39221(N)    095 18 02.96895(W) AD(       ) 3
 AM0435
 AM0435.Superseded values are not recommended for survey control.
 AM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0435.See file dsdata.txt to determine how the superseded data were derived.
 AM0435
 AM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7571903650(NAD 83)
 AM0435_MARKER: 14 = NAVIGATION LIGHT
 AM0435
 AM0435  HISTORY     - Date     Condition        Report By
 AM0435  HISTORY     - 1978     FIRST OBSERVED   DOD
 AM0435  HISTORY     - 1982     GOOD             NOS
 AM0435  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AM0435
 AM0435                          STATION DESCRIPTION
 AM0435
 AM0435'DESCRIBED BY US DEPARTMENT OF DEFENSE 1978 (JRS)
 AM0435'THE STATION, FREEPORT COAST GUARD STATION BEACON, IS THE
 AM0435'ROTATING BEACON LOCATED AT THE TOP OF A MAST, TRIANGULAR IN
 AM0435'CROSS SECTION, SILVER IN COLOR, AND WITH AN OVERALL HEIGHT OF
 AM0435'69 FEET.  IT IS LOCATED AT THE COAST GUARD STATION ON COAST
 AM0435'GUARD ROAD ON THE NORTHEAST SIDE OF THE FREEPORT HARBOR
 AM0435'CHANNEL.
 AM0435'
 AM0435'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 332 AND AVENUE A
 AM0435'IN SURFSIDE, GO SOUTHWEST ON AVENUE A FOR 0.65 MILE TO 14TH
 AM0435'STREET.  TURN RIGHT AND GO NORTHWEST ON 14TH STREET FOR 0.1
 AM0435'MILE TO COAST GUARD ROAD.  TURN LEFT AND GO SOUTHWEST ON COAST
 AM0435'GUARD ROAD FOR 0.1 MILE TO THE COAST GUARD STATION AND THE
 AM0435'BEACON.
 AM0435
 AM0435                          STATION RECOVERY (1982)
 AM0435
 AM0435'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0435'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AM0435
 AM0435                          STATION RECOVERY (1994)
 AM0435
 AM0435'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0415 ***********************************************************************
 AM0415  DESIGNATION -  FREEPORT MUNICIPAL TANK
 AM0415  PID         -  AM0415
 AM0415  STATE/COUNTY-  TX/BRAZORIA
 AM0415  USGS QUAD   -  FREEPORT (1974)
 AM0415
 AM0415                         *CURRENT SURVEY CONTROL
 AM0415  ___________________________________________________________________
 AM0415* NAD 83(1993)-  28 57 06.60362(N)    095 21 14.13910(W)     ADJUSTED  
 AM0415* NAVD 88     -                                                        
 AM0415  ___________________________________________________________________
 AM0415  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AM0415  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AM0415
 AM0415  HORZ ORDER  -  THIRD
 AM0415
 AM0415.The horizontal coordinates were established by classical geodetic methods
 AM0415.and adjusted by the National Geodetic Survey in February 1996..
 AM0415
 AM0415
 AM0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0415
 AM0415.The geoid height was determined by GEOID03.
 AM0415
 AM0415;                    North         East     Units Scale Factor Converg.
 AM0415;SPC TXSC     - 4,129,499.847   955,335.609   MT  0.99988544   +1 47 10.5
 AM0415;SPC TXSC     -13,548,200.75  3,134,296.91   sFT  0.99988544   +1 47 10.5
 AM0415;UTM  15      - 3,204,931.353   270,586.870   MT  1.00024952   -1 08 23.9
 AM0415
 AM0415                          SUPERSEDED SURVEY CONTROL
 AM0415
 AM0415  NAD 83(1986)-  28 57 06.61291(N)    095 21 14.11853(W) AD(       ) 4
 AM0415  NAD 27      -  28 57 05.72100(N)    095 21 13.33400(W) AD(       ) 3
 AM0415
 AM0415.Superseded values are not recommended for survey control.
 AM0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0415.See file dsdata.txt to determine how the superseded data were derived.
 AM0415
 AM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7058704931(NAD 83)
 AM0415_MARKER: 53 = ELEVATED TANK
 AM0415
 AM0415  HISTORY     - Date     Condition        Report By
 AM0415  HISTORY     - 1954     FIRST OBSERVED   CGS
 AM0415  HISTORY     - 1960     GOOD             CGS
 AM0415  HISTORY     - 1963     GOOD             CGS
 AM0415  HISTORY     - 1978     GOOD             NGS
 AM0415  HISTORY     - 1984     GOOD             DMA
 AM0415  HISTORY     - 19980425 GOOD             USPSQD
 AM0415  HISTORY     - 20041106 GOOD             USPSQD
 AM0415
 AM0415                          STATION DESCRIPTION
 AM0415
 AM0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0415'THE STATION IS LOCATED IN THE WEST EDGE OF THE BUSINESS
 AM0415'DISTRICT OF FREEPORT.  IT IS A SIX LEGGED STEEL STRUCTURE
 AM0415'WITH A CENTER COLUMN, SUPPORTING AN ELLIPTICAL TYPE TANK
 AM0415'OF 300,000 GALLON CAPACITY, PAINTED SILVER WITH BLACK LETTERS
 AM0415'FREEPORT ON THE NORTHWEST SIDE.  THE TANK IS 150 FEET HIGH WITH
 AM0415'TWO RED LIGHTS ON TOP.
 AM0415'
 AM0415'THE STRUCTURE WAS ERECTED IN 1953 AND IS OWNED BY THE CITY
 AM0415'OF FREEPORT.
 AM0415'
 AM0415'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 AM0415
 AM0415                          STATION RECOVERY (1960)
 AM0415
 AM0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0415'STATION RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 AM0415'IS GOOD.
 AM0415
 AM0415                          STATION RECOVERY (1963)
 AM0415
 AM0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0415'THE WATER TANK IS APPEARENTLY AS DESCRIBED IN THE 1954 DESCRIPTION
 AM0415'WHICH IS ADEQUATE.
 AM0415
 AM0415                          STATION RECOVERY (1978)
 AM0415
 AM0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0415'THE STATION, FREEPORT MUNICIPAL TANK, WAS RECOVERED.  IT WAS
 AM0415'NOTED THAT THE TANK IS 133 FEET IN HEIGHT.
 AM0415
 AM0415                          STATION RECOVERY (1984)
 AM0415
 AM0415'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (AP)
 AM0415'OBSERVED THE TOP BEACON CENTER RECOVERED GOOD.
 AM0415
 AM0415                          STATION RECOVERY (1998)
 AM0415
 AM0415'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0415'RECOVERED IN GOOD CONDITION.
 AM0415
 AM0415                          STATION RECOVERY (2004)
 AM0415
 AM0415'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0429 ***********************************************************************
 AM0429  DESIGNATION -  FREEPORT RADIO STA KBRZ MAST
 AM0429  PID         -  AM0429
 AM0429  STATE/COUNTY-  TX/BRAZORIA
 AM0429  USGS QUAD   -  FREEPORT (1974)
 AM0429
 AM0429                         *CURRENT SURVEY CONTROL
 AM0429  ___________________________________________________________________
 AM0429* NAD 83(1993)-  28 59 13.68934(N)    095 20 02.73338(W)     ADJUSTED  
 AM0429* NAVD 88     -                                                        
 AM0429  ___________________________________________________________________
 AM0429  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AM0429  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AM0429
 AM0429  HORZ ORDER  -  THIRD
 AM0429
 AM0429.The horizontal coordinates were established by classical geodetic methods
 AM0429.and adjusted by the National Geodetic Survey in February 1996..
 AM0429
 AM0429
 AM0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0429
 AM0429.The geoid height was determined by GEOID03.
 AM0429
 AM0429;                    North         East     Units Scale Factor Converg.
 AM0429;SPC TXSC     - 4,133,470.559   957,145.421   MT  0.99988154   +1 47 45.5
 AM0429;SPC TXSC     -13,561,227.99  3,140,234.60   sFT  0.99988154   +1 47 45.5
 AM0429;UTM  15      - 3,208,805.868   272,597.798   MT  1.00023818   -1 07 53.8
 AM0429
 AM0429                          SUPERSEDED SURVEY CONTROL
 AM0429
 AM0429  NAD 83(1986)-  28 59 13.69832(N)    095 20 02.71253(W) AD(       ) 4
 AM0429  NAD 27      -  28 59 12.81000(N)    095 20 01.93200(W) AD(       ) 3
 AM0429
 AM0429.Superseded values are not recommended for survey control.
 AM0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0429.See file dsdata.txt to determine how the superseded data were derived.
 AM0429
 AM0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7259808806(NAD 83)
 AM0429_MARKER: 42 = RADIO/TV MAST
 AM0429
 AM0429  HISTORY     - Date     Condition        Report By
 AM0429  HISTORY     - 1954     FIRST OBSERVED   CGS
 AM0429  HISTORY     - 1960     GOOD             CGS
 AM0429  HISTORY     - 19980425 GOOD             USPSQD
 AM0429
 AM0429                          STATION DESCRIPTION
 AM0429
 AM0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AM0429'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF FREEPORT, 250
 AM0429'FEET EAST OF STATE HIGHWAY 523 AND 0.1 MILE WEST OF THE
 AM0429'WESTERN EDGE OF HORSESHOE LAKE.
 AM0429'
 AM0429'IT IS A TRIANGULAR 18 INCH STEEL STRUCTURE, PAINTED ALTERNATELY
 AM0429'RED AND WHITE.  THERE IS A FLASHING RED WARNING LIGHT ON
 AM0429'TOP OF THE ANTENNA AND TWO SETS OF STEADY RED LIGHTS
 AM0429'ON THE SIDE OF THE ANTENNA.
 AM0429'
 AM0429'IT IS OWNED BY THE BRAZOSPORT BROADCASTING COMPANY AND WAS
 AM0429'ERECTED IN 1952.
 AM0429'
 AM0429'THE POINT INTERSECTED WAS THE TOP CENTER OF THE ANTENNA.
 AM0429
 AM0429                          STATION RECOVERY (1960)
 AM0429
 AM0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0429'STATION RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 AM0429'IS COMPLETE.
 AM0429
 AM0429                          STATION RECOVERY (1998)
 AM0429
 AM0429'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1334 ***********************************************************************
 AJ1334  DESIGNATION -  FREER
 AJ1334  PID         -  AJ1334
 AJ1334  STATE/COUNTY-  TX/DUVAL
 AJ1334  USGS QUAD   -  FREER NW (1971)
 AJ1334
 AJ1334                         *CURRENT SURVEY CONTROL
 AJ1334  ___________________________________________________________________
 AJ1334* NAD 83(1993)-  27 57 29.97758(N)    098 37 39.74238(W)     ADJUSTED  
 AJ1334* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 AJ1334  ___________________________________________________________________
 AJ1334  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AJ1334  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AJ1334
 AJ1334  HORZ ORDER  -  FIRST
 AJ1334
 AJ1334.The horizontal coordinates were established by classical geodetic methods
 AJ1334.and adjusted by the National Geodetic Survey in February 1996..
 AJ1334
 AJ1334.The orthometric height was scaled from a topographic map.
 AJ1334
 AJ1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1334
 AJ1334.The geoid height was determined by GEOID03.
 AJ1334
 AJ1334;                    North         East     Units Scale Factor Converg.
 AJ1334;SPC TX S     - 5,253,915.321   287,433.323   MT  1.00003403   -0 03 28.7
 AJ1334;SPC TX S     -17,237,220.52    943,020.83   sFT  1.00003403   -0 03 28.7
 AJ1334;SPC TXSC     - 4,013,912.283   636,638.990   MT  1.00014909   +0 10 56.6
 AJ1334;SPC TXSC     -13,168,977.22  2,088,706.42   sFT  1.00014909   +0 10 56.6
 AJ1334;UTM  14      - 3,092,641.842   536,619.082   MT  0.99961655   +0 10 28.4
 AJ1334
 AJ1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1334!SPC TX S     -   0.99997967  x   1.00003403  =   1.00001370
 AJ1334!SPC TXSC     -   0.99997967  x   1.00014909  =   1.00012876
 AJ1334!UTM  14      -   0.99997967  x   0.99961655  =   0.99959623
 AJ1334
 AJ1334|---------------------------------------------------------------------|
 AJ1334| PID    Reference Object                     Distance      Geod. Az  |
 AJ1334|                                                           dddmmss.s |
 AJ1334| CV3197 FREER RM 1                           35.826 METERS 02142     |
 AJ1334| CV3196 FREER AZ MK 2                                      1713152.4 |
 AJ1334| AJ1322 FREER MUNICIPAL TANK                APPROX. 9.2 KM 1732258.3 |
 AJ1334| CV3195 FREER AZ MK                                        1734750.8 |
 AJ1334| CV3198 FREER RM 2                           38.109 METERS 28441     |
 AJ1334|---------------------------------------------------------------------|
 AJ1334
 AJ1334                          SUPERSEDED SURVEY CONTROL
 AJ1334
 AJ1334  NAD 83(1986)-  27 57 29.98312(N)    098 37 39.71873(W) AD(       ) 1
 AJ1334  NAD 27      -  27 57 28.92900(N)    098 37 38.66300(W) AD(       ) 1
 AJ1334
 AJ1334.Superseded values are not recommended for survey control.
 AJ1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1334.See file dsdata.txt to determine how the superseded data were derived.
 AJ1334
 AJ1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3661992642(NAD 83)
 AJ1334_MARKER: DS = TRIANGULATION STATION DISK
 AJ1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1334_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1334
 AJ1334  HISTORY     - Date     Condition        Report By
 AJ1334  HISTORY     - 1935     MONUMENTED       CGS
 AJ1334  HISTORY     - 1942     GOOD             LOCSUR
 AJ1334  HISTORY     - 1950     GOOD             CGS
 AJ1334  HISTORY     - 1953     GOOD             CGS
 AJ1334
 AJ1334                          STATION DESCRIPTION
 AJ1334
 AJ1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1334'STATION IS LOCATED 5-1/4 MILES N OF FREER, 9-1/2 MILES E
 AJ1334'OF THE WEBB-DUVAL COUNTY LINE AND 10-3/4 MILES WEBB, DUVAL,
 AJ1334'LA SALLE AND MC MULLEN COUNTIES.  ON A SHARP KNOLL.  55 FEET
 AJ1334'E OF ROAD.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 AJ1334'
 AJ1334'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1334'BRONZE DISKS SET IN CONCRETE.
 AJ1334'
 AJ1334'REFERENCE MARK NO. 1 IS N OF STATION.  MARK PROJECTS 6 INCHES
 AJ1334'ABOVE GROUND.
 AJ1334'
 AJ1334'REFERENCE MARK NO. 2 IS W OF STATION.  30 FEET W OF ROAD.
 AJ1334'MARK PROJECTS 6 INCHES ABOVE GROUND.
 AJ1334'
 AJ1334'AZIMUTH MARK IS 1.05 MILES S OF STATION, 22 FEET W OF CENTER
 AJ1334'LINE OF ROAD.  MARK PROJECTS 6 INCHES ABOVE GROUND.  TO
 AJ1334'REACH FROM STATION FOLLOW ROAD PASSING STATION FOR 1.05 MILES
 AJ1334'S TO FORKS AND MARK ON RIGHT.
 AJ1334'
 AJ1334'TO REACH FROM THE SOUTHLAND LUMBER COMPANY, IN FREER, GO N
 AJ1334'ON MAIN ROAD FOR 3.0 MILES TO T-JUNCTION.  TURN LEFT (W) AND
 AJ1334'GO 0.8 MILE, TURN RIGHT JUST AFTER PASSING THRU AUTO-GATE
 AJ1334'AND FOLLOW MAIN ROAD FOR 0.8 MILE TO CROSS ROAD AND AUTO-GATE.
 AJ1334'KEEP STRAIGHT AHEAD (N) FOR 1.1 MILES TO TOP OF GRADE AND
 AJ1334'KNOLL AND STATION ON RIGHT.
 AJ1334'
 AJ1334'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AJ1334
 AJ1334                          STATION RECOVERY (1942)
 AJ1334
 AJ1334'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942 (LNR)
 AJ1334'RECOVERED BY S.A. SCHLOSSER GEOPHYSICAL SURVEYS.
 AJ1334'
 AJ1334'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AJ1334
 AJ1334                          STATION RECOVERY (1950)
 AJ1334
 AJ1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 AJ1334'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 AJ1334
 AJ1334                          STATION RECOVERY (1953)
 AJ1334
 AJ1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1334'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND
 AJ1334'AS DESCRIBED AND IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS
 AJ1334'SET AT THIS TIME.
 AJ1334'
 AJ1334'DUE TO CHANGES OF ROADS A NEW DESCRIPTION TO REACH THE STATION
 AJ1334'IS NECESSARY.
 AJ1334'
 AJ1334'TO REACH FROM THE JUNCTION OF HIGHWAYS 173 AND 44 IN FREER
 AJ1334'BY GOING NORTH ON STATE HIGHWAY NO. 173 FOR 4.0 MILES TO
 AJ1334'CROSSROADS, TURN LEFT, WEST ON GRAVEL ROAD FOR 0.5 MILE TO
 AJ1334'A SIDE ROAD RIGHT, TURN RIGHT, NORTH ON GRAVEL ROAD FOR 0.9
 AJ1334'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 AJ1334'GRAVEL ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 AJ1334'
 AJ1334'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 12 INCH SQUARE
 AJ1334'MONUMENT PROJECTING 6 INCHES AND IS STAMPED FREER
 AJ1334'1953.  IT IS 100 FEET WEST OF THE CENTER LINE OF GRAVEL
 AJ1334'ROAD AND IS 0.3 SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1321 ***********************************************************************
 AJ1321  DESIGNATION -  FREER HELDT BRO TRUCK LINE MST
 AJ1321  PID         -  AJ1321
 AJ1321  STATE/COUNTY-  TX/DUVAL
 AJ1321  USGS QUAD   -  FREER NORTH (1971)
 AJ1321
 AJ1321                         *CURRENT SURVEY CONTROL
 AJ1321  ___________________________________________________________________
 AJ1321* NAD 83(1993)-  27 54 14.26835(N)    098 34 07.61704(W)     ADJUSTED  
 AJ1321* NAVD 88     -                                                        
 AJ1321  ___________________________________________________________________
 AJ1321  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AJ1321  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AJ1321
 AJ1321  HORZ ORDER  -  THIRD
 AJ1321
 AJ1321.The horizontal coordinates were established by classical geodetic methods
 AJ1321.and adjusted by the National Geodetic Survey in February 1996..
 AJ1321
 AJ1321
 AJ1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1321
 AJ1321.The geoid height was determined by GEOID03.
 AJ1321
 AJ1321;                    North         East     Units Scale Factor Converg.
 AJ1321;SPC TX S     - 5,247,886.158   293,228.309   MT  1.00001864   -0 01 52.4
 AJ1321;SPC TX S     -17,217,439.84    962,033.21   sFT  1.00001864   -0 01 52.4
 AJ1321;SPC TXSC     - 4,007,906.786   642,460.111   MT  1.00017206   +0 12 40.5
 AJ1321;SPC TXSC     -13,149,274.18  2,107,804.55   sFT  1.00017206   +0 12 40.5
 AJ1321;UTM  14      - 3,086,638.717   542,436.148   MT  0.99962223   +0 12 06.5
 AJ1321
 AJ1321                          SUPERSEDED SURVEY CONTROL
 AJ1321
 AJ1321  NAD 83(1986)-  27 54 14.27388(N)    098 34 07.59311(W) AD(       ) 4
 AJ1321  NAD 27      -  27 54 13.20700(N)    098 34 06.54000(W) AD(       ) 3
 AJ1321
 AJ1321.Superseded values are not recommended for survey control.
 AJ1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1321.See file dsdata.txt to determine how the superseded data were derived.
 AJ1321
 AJ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4243686639(NAD 83)
 AJ1321_MARKER: 42 = RADIO/TV MAST
 AJ1321
 AJ1321  HISTORY     - Date     Condition        Report By
 AJ1321  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1321
 AJ1321                          STATION DESCRIPTION
 AJ1321
 AJ1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1321'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS 3 MILES NORTHEAST
 AJ1321'OF FREER AND ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY 59.
 AJ1321'
 AJ1321'THE MAST IS A GUYED METAL STRUCTURE, PAINTED RED AND WHITE,
 AJ1321'320 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1326 ***********************************************************************
 AJ1326  DESIGNATION -  FREER LANE WELLS CO RADIO MAST
 AJ1326  PID         -  AJ1326
 AJ1326  STATE/COUNTY-  TX/DUVAL
 AJ1326  USGS QUAD   -  FREER SOUTH (1971)
 AJ1326
 AJ1326                         *CURRENT SURVEY CONTROL
 AJ1326  ___________________________________________________________________
 AJ1326* NAD 83(1993)-  27 51 18.51463(N)    098 35 50.43059(W)     ADJUSTED  
 AJ1326* NAVD 88     -                                                        
 AJ1326  ___________________________________________________________________
 AJ1326  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AJ1326  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AJ1326
 AJ1326  HORZ ORDER  -  THIRD
 AJ1326
 AJ1326.The horizontal coordinates were established by classical geodetic methods
 AJ1326.and adjusted by the National Geodetic Survey in February 1996..
 AJ1326
 AJ1326
 AJ1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1326
 AJ1326.The geoid height was determined by GEOID03.
 AJ1326
 AJ1326;                    North         East     Units Scale Factor Converg.
 AJ1326;SPC TX S     - 5,242,477.781   290,412.450   MT  1.00000559   -0 02 39.1
 AJ1326;SPC TX S     -17,199,695.85    952,794.85   sFT  1.00000559   -0 02 39.1
 AJ1326;UTM  14      - 3,081,221.070   539,643.368   MT  0.99961940   +0 11 17.3
 AJ1326
 AJ1326                          SUPERSEDED SURVEY CONTROL
 AJ1326
 AJ1326  NAD 83(1986)-  27 51 18.51993(N)    098 35 50.40641(W) AD(       ) 4
 AJ1326  NAD 27      -  27 51 17.44800(N)    098 35 49.35100(W) AD(       ) 3
 AJ1326
 AJ1326.Superseded values are not recommended for survey control.
 AJ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1326.See file dsdata.txt to determine how the superseded data were derived.
 AJ1326
 AJ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3964381221(NAD 83)
 AJ1326_MARKER: 42 = RADIO/TV MAST
 AJ1326
 AJ1326  HISTORY     - Date     Condition        Report By
 AJ1326  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1326
 AJ1326                          STATION DESCRIPTION
 AJ1326
 AJ1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1326'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS ON A LOW HILL
 AJ1326'APPROXIMATELY 2-1/2 MILES SOUTHEAST OF FREER AND 1 MILE EAST OF
 AJ1326'STATE HIGHWAY 339.
 AJ1326'
 AJ1326'THE MAST, A METAL STRUCTURE PAINTED RED AND WHITE, IS 325 FEET
 AJ1326'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1322 ***********************************************************************
 AJ1322  DESIGNATION -  FREER MUNICIPAL TANK
 AJ1322  PID         -  AJ1322
 AJ1322  STATE/COUNTY-  TX/DUVAL
 AJ1322  USGS QUAD   -  FREER NORTH (1971)
 AJ1322
 AJ1322                         *CURRENT SURVEY CONTROL
 AJ1322  ___________________________________________________________________
 AJ1322* NAD 83(1993)-  27 52 33.19946(N)    098 37 00.99860(W)     ADJUSTED  
 AJ1322* NAVD 88     -                                                        
 AJ1322  ___________________________________________________________________
 AJ1322  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AJ1322  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AJ1322
 AJ1322  HORZ ORDER  -  THIRD
 AJ1322
 AJ1322.The horizontal coordinates were established by classical geodetic methods
 AJ1322.and adjusted by the National Geodetic Survey in February 1996..
 AJ1322
 AJ1322
 AJ1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1322
 AJ1322.The geoid height was determined by GEOID03.
 AJ1322
 AJ1322;                    North         East     Units Scale Factor Converg.
 AJ1322;SPC TX S     - 5,244,778.430   288,483.886   MT  1.00001105   -0 03 11.1
 AJ1322;SPC TX S     -17,207,243.90    946,467.55   sFT  1.00001105   -0 03 11.1
 AJ1322;SPC TXSC     - 4,004,778.567   637,728.063   MT  1.00018427   +0 11 15.6
 AJ1322;SPC TXSC     -13,139,011.02  2,092,279.49   sFT  1.00018427   +0 11 15.6
 AJ1322;UTM  14      - 3,083,512.988   537,706.250   MT  0.99961755   +0 10 44.8
 AJ1322
 AJ1322                          SUPERSEDED SURVEY CONTROL
 AJ1322
 AJ1322  NAD 83(1986)-  27 52 33.20512(N)    098 37 00.97428(W) AD(       ) 4
 AJ1322  NAD 27      -  27 52 32.13800(N)    098 36 59.91800(W) AD(       ) 3
 AJ1322
 AJ1322.Superseded values are not recommended for survey control.
 AJ1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1322.See file dsdata.txt to determine how the superseded data were derived.
 AJ1322
 AJ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3770683513(NAD 83)
 AJ1322_MARKER: 53 = ELEVATED TANK
 AJ1322
 AJ1322  HISTORY     - Date     Condition        Report By
 AJ1322  HISTORY     - 1953     FIRST OBSERVED   CGS
 AJ1322
 AJ1322                          STATION DESCRIPTION
 AJ1322
 AJ1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1322'THE STATION IS A METAL TANK MOUNTED ATOP A FOUR LEGGED TOWER THAT
 AJ1322'IS LOCATED IN THE SOUTHERN PART OF FREER AT THE INTERSECTION
 AJ1322'OF MAGNOLIA STREET AND TEXAS AVENUE.
 AJ1322'
 AJ1322'THE TOP OF THE STRUCTURE IS APPROXIMATELY 130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1331 ***********************************************************************
 AJ1331  DESIGNATION -  FREER SCHLUMBERGER CORP MAST
 AJ1331  PID         -  AJ1331
 AJ1331  STATE/COUNTY-  TX/DUVAL
 AJ1331  USGS QUAD   -  SARNOSA HILL (1971)
 AJ1331
 AJ1331                         *CURRENT SURVEY CONTROL
 AJ1331  ___________________________________________________________________
 AJ1331* NAD 83(1993)-  27 48 15.09916(N)    098 38 32.47042(W)     ADJUSTED  
 AJ1331* NAVD 88     -                                                        
 AJ1331  ___________________________________________________________________
 AJ1331  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AJ1331  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AJ1331
 AJ1331  HORZ ORDER  -  THIRD
 AJ1331
 AJ1331.The horizontal coordinates were established by classical geodetic methods
 AJ1331.and adjusted by the National Geodetic Survey in February 1996..
 AJ1331
 AJ1331
 AJ1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1331
 AJ1331.The geoid height was determined by GEOID03.
 AJ1331
 AJ1331;                    North         East     Units Scale Factor Converg.
 AJ1331;SPC TX S     - 5,236,836.028   285,972.780   MT  0.99999275   -0 03 52.7
 AJ1331;SPC TX S     -17,181,186.20    938,229.03   sFT  0.99999275   -0 03 52.7
 AJ1331;UTM  14      - 3,075,563.555   535,228.254   MT  0.99961532   +0 10 00.6
 AJ1331
 AJ1331                          SUPERSEDED SURVEY CONTROL
 AJ1331
 AJ1331  NAD 83(1986)-  27 48 15.10444(N)    098 38 32.44604(W) AD(       ) 4
 AJ1331  NAD 27      -  27 48 14.02700(N)    098 38 31.38500(W) AD(       ) 3
 AJ1331
 AJ1331.Superseded values are not recommended for survey control.
 AJ1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1331.See file dsdata.txt to determine how the superseded data were derived.
 AJ1331
 AJ1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3522875564(NAD 83)
 AJ1331_MARKER: 42 = RADIO/TV MAST
 AJ1331
 AJ1331  HISTORY     - Date     Condition        Report By
 AJ1331  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1331
 AJ1331                          STATION DESCRIPTION
 AJ1331
 AJ1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1331'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS ON A LOW BRUSH
 AJ1331'COVERED HILL APPROXIMATELY 6 MILES SOUTH OF FREER AND 1 MILE
 AJ1331'SOUTHWEST OF STATE HIGHWAY 339.
 AJ1331'
 AJ1331'THE MAST IS A METAL STRUCTURE, PAINTED RED AND WHITE, 350 FEET
 AJ1331'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0433 ***********************************************************************
 BQ0433  DESIGNATION -  FRENCH
 BQ0433  PID         -  BQ0433
 BQ0433  STATE/COUNTY-  TX/PRESIDIO
 BQ0433  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0433
 BQ0433                         *CURRENT SURVEY CONTROL
 BQ0433  ___________________________________________________________________
 BQ0433* NAD 83(1993)-  30 02 32.18316(N)    104 11 48.42112(W)     ADJUSTED  
 BQ0433* NAVD 88     -      1663.     (meters)    5456.     (feet)  SCALED    
 BQ0433  ___________________________________________________________________
 BQ0433  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 BQ0433  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 BQ0433
 BQ0433  HORZ ORDER  -  SECOND
 BQ0433
 BQ0433.The horizontal coordinates were established by classical geodetic methods
 BQ0433.and adjusted by the National Geodetic Survey in February 1996..
 BQ0433
 BQ0433.The orthometric height was scaled from a topographic map.
 BQ0433
 BQ0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0433
 BQ0433.The geoid height was determined by GEOID03.
 BQ0433
 BQ0433;                    North         East     Units Scale Factor Converg.
 BQ0433;SPC TXSC     - 4,255,947.978    98,989.689   MT  0.99993925   -2 32 45.5
 BQ0433;SPC TXSC     -13,963,055.99    324,768.67   sFT  0.99993925   -2 32 45.5
 BQ0433;UTM  13      - 3,323,741.320   577,436.779   MT  0.99967398   +0 24 07.7
 BQ0433
 BQ0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0433!SPC TXSC     -   0.99974240  x   0.99993925  =   0.99968166
 BQ0433!UTM  13      -   0.99974240  x   0.99967398  =   0.99941646
 BQ0433
 BQ0433:                Primary Azimuth Mark                     Grid Az
 BQ0433:SPC TXSC     -  FRENCH AZ MK                             147 02 31.6
 BQ0433:UTM  13      -  FRENCH AZ MK                             144 05 38.4
 BQ0433
 BQ0433|---------------------------------------------------------------------|
 BQ0433| PID    Reference Object                     Distance      Geod. Az  |
 BQ0433|                                                           dddmmss.s |
 BQ0433| CH9387 FRENCH AZ MK                                       1442946.1 |
 BQ0433| CH9388 FRENCH RM 1                          11.532 METERS 14748     |
 BQ0433| CH9389 FRENCH RM 2                          13.681 METERS 23103     |
 BQ0433| BQ0440 TOP OF WATER WELL DERRICK           APPROX.24.8 KM 3010659.1 |
 BQ0433|---------------------------------------------------------------------|
 BQ0433
 BQ0433                          SUPERSEDED SURVEY CONTROL
 BQ0433
 BQ0433  NAD 83(1986)-  30 02 32.17732(N)    104 11 48.41920(W) AD(       ) 2
 BQ0433  NAD 27      -  30 02 31.58100(N)    104 11 46.72500(W) AD(       ) 2
 BQ0433
 BQ0433.Superseded values are not recommended for survey control.
 BQ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0433.See file dsdata.txt to determine how the superseded data were derived.
 BQ0433
 BQ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP7743723741(NAD 83)
 BQ0433_MARKER: DS = TRIANGULATION STATION DISK
 BQ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0433
 BQ0433  HISTORY     - Date     Condition        Report By
 BQ0433  HISTORY     - 1942     MONUMENTED       CGS
 BQ0433  HISTORY     - 1943     GOOD             CGS
 BQ0433  HISTORY     - 1972     GOOD             ARCO
 BQ0433
 BQ0433                          STATION DESCRIPTION
 BQ0433
 BQ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0433'THE STATION IS LOCATED ON THE HIGHEST POINT OF FRENCHMAN HILLS,
 BQ0433'22 MILES, AIR LINE, SSW OF MARFA AND 1/4 MILE W OF THE
 BQ0433'MARFA-PRESIDIO HIGHWAY.  IT IS ABOUT 100 YARDS N OF A TRACK
 BQ0433'ROAD.
 BQ0433'
 BQ0433'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BQ0433'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 BQ0433'
 BQ0433'THE STATION MARK IS ON THE HIGHEST POINT OF THE HILL, PROJECTS
 BQ0433'5 INCHES, AND IS STAMPED FRENCH 1942.
 BQ0433'
 BQ0433'REFERENCE MARK NO. 1 IS THE SAME HEIGHT AS THE STATION MARK
 BQ0433'AND IS STAMPED FRENCH NO. 1 1942.  IT PROJECTS 6 INCHES.
 BQ0433'
 BQ0433'REFERENCE MARK NO. 2 IS THE SAME HEIGHT AS THE STATION MARK
 BQ0433'AND IS STAMPED FRENCH NO. 2 1942.
 BQ0433'
 BQ0433'THE AZIMUTH MARK IS ON THE N SIDE OF A CATTLE GUARD AND GATE
 BQ0433'THAT MUST BE PASSED ON WAY TO STATION.  IT IS ABOUT 25 FEET
 BQ0433'W OF THE CENTER LINE OF THE HIGHWAY AND IS STAMPED FRENCH 1942.
 BQ0433'
 BQ0433'TO REACH THE STATION FROM THE POST OFFICE IN MARFA GO S ON
 BQ0433'THE MARFA-PRESIDIO HIGHWAY 22.3 MILES TO THE TOP OF THE MAIN
 BQ0433'DIVIDE AND A TRACK ROAD ON THE RIGHT LEADING WESTWARD, TURN
 BQ0433'RIGHT, W, PASS THROUGH A CATTLE GUARD AND GO NW ON A TRACK
 BQ0433'ROAD 0.2 MILE TO A DIM FORKS LEADING TO THE RIGHT, TAKE THE
 BQ0433'RIGHT FORK, GO 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 BQ0433'A DRIVE STATION.
 BQ0433
 BQ0433                          STATION RECOVERY (1943)
 BQ0433
 BQ0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BQ0433'ALL MARKS WERE RECOVERED AND FOUND TO BE IN EXCELLENT CONDITION.
 BQ0433'
 BQ0433'THE STATION IS LOCATED 21-3/4 MILES SSW OF MARFA, 1/4 MILE
 BQ0433'W OF THE MARFA-PRESIDIO HIGHWAY, ON THE HIGHEST POINT OF
 BQ0433'FRENCHMAN HILLS.  IT IS 100 YARDS N OF A BLADED ROAD LEADING
 BQ0433'W FROM THE HIGHWAY.
 BQ0433'
 BQ0433'THE STATION MARK IS A BRONZE DISK IN THE TOP OF A CONCRETE
 BQ0433'POST WHICH PROJECTS 3 INCHES AND IS 5.2 FEET N OF
 BQ0433'A WHITE WITNESS POST.  IT IS STAMPED FRENCH 1942.
 BQ0433'
 BQ0433'REFERENCE MARK NO. 1 IS A BRONZE DISK IN THE TOP OF A CONCRETE
 BQ0433'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 BQ0433'AND IS THE SAME HEIGHT AS THE STATION MARK.  IT IS STAMPED
 BQ0433'FRENCH NO. 1 1942.
 BQ0433'
 BQ0433'REFERENCE MARK NO. 2 IS A BRONZE DISK IN THE TOP OF A CONCRETE
 BQ0433'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 BQ0433'AND IS THE SAME HEIGHT AS THE STATION MARK.  IT IS STAMPED
 BQ0433'FRENCH NO. 2 1942.
 BQ0433'
 BQ0433'THE AZIMUTH MARK IS SE BY E, JUST S OF THE CATTLE GUARD AND
 BQ0433'GATE ON THE W SIDE OF THE HIGHWAY (ABOUT 1/4 MILE FROM THE
 BQ0433'STATION).  IT IS A BRONZE DISK IN THE TOP OF A CONCRETE POST
 BQ0433'WHICH PROJECTS 4 INCHES.  IT IS STAMPED FRENCH 1942.
 BQ0433'
 BQ0433'TO REACH FROM MARFA GO S ON THE SHAFTER AND PRESIDIO HIGHWAY
 BQ0433'FOR 22.3 MILES TO THE TOP OF A MAIN DIVIDE AND A ROAD LEADING
 BQ0433'TO THE RIGHT, W, THROUGH A CATTLE GUARD.  TURN RIGHT THROUGH
 BQ0433'THE CATTLE GUARD AND GO 0.2 MILE TO A FORKS.  TAKE THE DIM
 BQ0433'RIGHT FORK 0.1 MILE TO THE TOP OF THE HILL AND STATION.
 BQ0433
 BQ0433                          STATION RECOVERY (1972)
 BQ0433
 BQ0433'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1972 (OWC)
 BQ0433'$
 BQ0433'FRENCH-GOOD
 BQ0433'
 BQ0433'FRENCH NO. 1-GOOD
 BQ0433'
 BQ0433'FRENCH NO. 2-GOOD
 BQ0433'
 BQ0433'FRENCH 1942 (AZIMUTH)-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0868 ***********************************************************************
 BM0868  DESIGNATION -  FRENZEL
 BM0868  PID         -  BM0868
 BM0868  STATE/COUNTY-  TX/BASTROP
 BM0868  USGS QUAD   -  PAIGE (1982)
 BM0868
 BM0868                         *CURRENT SURVEY CONTROL
 BM0868  ___________________________________________________________________
 BM0868* NAD 83(1993)-  30 14 24.40397(N)    097 07 24.80685(W)     ADJUSTED  
 BM0868* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 BM0868  ___________________________________________________________________
 BM0868  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 BM0868  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BM0868
 BM0868  HORZ ORDER  -  FIRST
 BM0868
 BM0868.The horizontal coordinates were established by classical geodetic methods
 BM0868.and adjusted by the National Geodetic Survey in February 1996..
 BM0868
 BM0868.The orthometric height was scaled from a topographic map.
 BM0868
 BM0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0868
 BM0868.The geoid height was determined by GEOID03.
 BM0868
 BM0868;                    North         East     Units Scale Factor Converg.
 BM0868;SPC TX C     - 3,068,027.499 1,008,898.719   MT  0.99996934   +1 39 11.6
 BM0868;SPC TX C     -10,065,686.89  3,310,028.55   sFT  0.99996934   +1 39 11.6
 BM0868;UTM  14      - 3,346,881.588   680,557.294   MT  1.00000221   +0 56 43.0
 BM0868
 BM0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0868!SPC TX C     -   0.99997599  x   0.99996934  =   0.99994533
 BM0868!UTM  14      -   0.99997599  x   1.00000221  =   0.99997820
 BM0868
 BM0868|---------------------------------------------------------------------|
 BM0868| PID    Reference Object                     Distance      Geod. Az  |
 BM0868|                                                           dddmmss.s |
 BM0868| CV4031 FRENZEL RM 1                         30.584 METERS 03647     |
 BM0868| BM1037 GIDDINGS MUNICIPAL TANK             APPROX.18.6 KM 1090645.2 |
 BM0868| BM0871 PAIGE ST JOHNS LUTH CH SPIRE        APPROX. 4.0 KM 1571044.2 |
 BM0868| CV4032 FRENZEL RM 2                         26.112 METERS 25554     |
 BM0868| CV4030 FRENZEL AZ MK                                      3333302.1 |
 BM0868|---------------------------------------------------------------------|
 BM0868
 BM0868                          SUPERSEDED SURVEY CONTROL
 BM0868
 BM0868  NAD 83(1986)-  30 14 24.42358(N)    097 07 24.79005(W) AD(       ) 1
 BM0868  NAD 27      -  30 14 23.65500(N)    097 07 23.83500(W) AD(       ) 1
 BM0868
 BM0868.Superseded values are not recommended for survey control.
 BM0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0868.See file dsdata.txt to determine how the superseded data were derived.
 BM0868
 BM0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU8055746882(NAD 83)
 BM0868_MARKER: DS = TRIANGULATION STATION DISK
 BM0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0868
 BM0868  HISTORY     - Date     Condition        Report By
 BM0868  HISTORY     - 1935     MONUMENTED       CGS
 BM0868  HISTORY     - 1937     GOOD             TXHD
 BM0868
 BM0868                          STATION DESCRIPTION
 BM0868
 BM0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0868'THIS STATION IS ABOUT 12 MILES WNW OF GIDDINGS, ABOUT 14-1/2
 BM0868'MILES NE OF BASTROP, AND ABOUT 2 MILES N OF PAIGE, ON LAND
 BM0868'OWNED BY O.F. FRENZEL.  IT IS ON TOP OF THE LOCAL HILL, IN
 BM0868'A GROVE OF SCATTERED OAK TREES, 222 FEET E OF THE CENTER
 BM0868'LINE OF ROAD, 32 FEET S OF THE CENTER LINE OF ROAD, 13 FEET
 BM0868'S OF RIGHT-OF-WAY FENCE, AND 39 FEET WSW OF A 30-INCH
 BM0868'OAK TREE ON RIGHT-OF-WAY FENCE LINE.
 BM0868'
 BM0868'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BM0868'BRONZE DISKS SET IN CONCRETE.
 BM0868'
 BM0868'THE STATION MARK IS ABOUT 10 INCHES BELOW THE SURFACE OF THE
 BM0868'GROUND.
 BM0868'
 BM0868'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 20 FEET N OF THE
 BM0868'CENTER LINE OF THE ROAD, 1 FOOT N OF THE RIGHT-OF-WAY FENCE,
 BM0868'AND 63 FEET NE OF THE 30-INCH OAK TREE ON THE S RIGHT-OF-WAY
 BM0868'FENCE LINE.  THE MARK PROJECTS 8 INCHES.
 BM0868'
 BM0868'REFERENCE MARK NO. 2 IS W OF THE STATION, 139 FEET E OF THE
 BM0868'CENTER LINE OF ROAD, 20 FEET S OF THE CENTER LINE OF ROAD,
 BM0868'AND 1 FOOT S OF RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 8 INCHES.
 BM0868'
 BM0868'AZIMUTH MARK IS NNW OF THE STATION, 20 FEET W OF THE CENTER
 BM0868'LINE OF THE ROAD, 1/2 FOOT W OF THE RIGHT-OF-WAY FENCE, ABOUT
 BM0868'75 FEET S OF THE SUMMIT OF ROAD GRADE, AND 72 FEET S OF A 6-INCH
 BM0868'LOCUST TREE ON RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS 8
 BM0868'INCHES.
 BM0868'
 BM0868'TO REACH FROM GIDDINGS, GO W ON TEXAS HIGHWAY 20 FOR ABOUT
 BM0868'10 MILES TO A CROSS STREET ON THE W SIDE OF THE RAILROAD
 BM0868'STATION IN PAIGE.  TURN RIGHT (N) AND GO 0.3 MILE, THENCE W ABOUT
 BM0868'150 FEET, THENCE N 1.7 MILES TO T-ROAD E.  THENCE E 222 FEET
 BM0868'TO THE STATION.
 BM0868'
 BM0868'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 BM0868
 BM0868                          STATION RECOVERY (1937)
 BM0868
 BM0868'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0868'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BM0868'DESCRIPTION SATISFACTORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1798 ***********************************************************************
 AW1798  DESIGNATION -  FRESH
 AW1798  PID         -  AW1798
 AW1798  STATE/COUNTY-  TX/HARRIS
 AW1798  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1798
 AW1798                         *CURRENT SURVEY CONTROL
 AW1798  ___________________________________________________________________
 AW1798* NAD 83(1993)-  29 50 17.69281(N)    095 31 46.03544(W)     ADJUSTED  
 AW1798* NAVD 88     -        27.954  (meters)      91.71   (feet)  ADJUSTED  
 AW1798  ___________________________________________________________________
 AW1798  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW1798  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW1798  DYNAMIC HT  -          27.916 (meters)      91.59  (feet)  COMP
 AW1798  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 AW1798
 AW1798  HORZ ORDER  -  FIRST
 AW1798  VERT ORDER  -  FIRST     CLASS II
 AW1798
 AW1798.The horizontal coordinates were established by classical geodetic methods
 AW1798.and adjusted by the National Geodetic Survey in February 1996..
 AW1798
 AW1798.The orthometric height was determined by differential leveling
 AW1798.and adjusted by the National Geodetic Survey in June 1991..
 AW1798
 AW1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1798
 AW1798.The geoid height was determined by GEOID03.
 AW1798
 AW1798.The dynamic height is computed by dividing the NAVD 88
 AW1798.geopotential number by the normal gravity value computed on the
 AW1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1798.degrees latitude (g = 980.6199 gals.).
 AW1798
 AW1798.The modeled gravity was interpolated from observed gravity values.
 AW1798
 AW1798;                    North         East     Units Scale Factor Converg.
 AW1798;SPC TXSC     - 4,227,175.862   935,319.574   MT  0.99990171   +1 42 01.0
 AW1798;SPC TXSC     -13,868,659.47  3,068,627.64   sFT  0.99990171   +1 42 01.0
 AW1798;UTM  15      - 3,303,547.391   255,604.951   MT  1.00033700   -1 15 33.0
 AW1798
 AW1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1798!SPC TXSC     -   0.99999994  x   0.99990171  =   0.99990165
 AW1798!UTM  15      -   0.99999994  x   1.00033700  =   1.00033694
 AW1798
 AW1798:                Primary Azimuth Mark                     Grid Az
 AW1798:SPC TXSC     -  FAIRBANKS AT AND T RELAY MAST            011 10 49.5
 AW1798:UTM  15      -  FAIRBANKS AT AND T RELAY MAST            014 08 23.5
 AW1798
 AW1798|---------------------------------------------------------------------|
 AW1798| PID    Reference Object                     Distance      Geod. Az  |
 AW1798|                                                           dddmmss.s |
 AW1798| AW6909 FAIRBANKS AT AND T RELAY MAST       APPROX. 3.4 KM 0125250.5 |
 AW1798| AW6908 HOUSTON KDQ 536 RAD MAST            APPROX. 3.6 KM 0184534.4 |
 AW1798| AW6747 HOUSTON GLECO WATER TANK            APPROX. 3.0 KM 0875454.4 |
 AW1798| AW6906 HOUSTON MISSION MFG CO TANK         APPROX. 1.9 KM 0984236.7 |
 AW1798| CV7185 FRESH AZ MK                                        1351207.8 |
 AW1798| CV7186 FRESH RM 3                                         1860926.7 |
 AW1798| AW1855 FRESH RM 1                           23.373 METERS 19253     |
 AW1798| AW1799 FRESH RM 2                           21.412 METERS 27720     |
 AW1798| AW6900 HOUSTON STRAN STEEL CO TANK         APPROX. 7.2 KM 3081643.3 |
 AW1798|---------------------------------------------------------------------|
 AW1798
 AW1798                          SUPERSEDED SURVEY CONTROL
 AW1798
 AW1798  NAD 83(1986)-  29 50 17.70739(N)    095 31 46.01703(W) AD(       ) 1
 AW1798  NAD 27      -  29 50 16.89214(N)    095 31 45.22542(W) AD(       ) 1
 AW1798  NGVD 29 (12/23/87)   27.949  (m)           91.70   (f) ADJUSTED    1 2
 AW1798
 AW1798.Superseded values are not recommended for survey control.
 AW1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1798.See file dsdata.txt to determine how the superseded data were derived.
 AW1798
 AW1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5560503547(NAD 83)
 AW1798_MARKER: DS = TRIANGULATION STATION DISK
 AW1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1798_SP_SET: CONCRETE POST
 AW1798_STAMPING: FRESH 1968
 AW1798_MARK LOGO: CGS   
 AW1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1798+STABILITY: SURFACE MOTION
 AW1798
 AW1798  HISTORY     - Date     Condition        Report By
 AW1798  HISTORY     - 1968     MONUMENTED       CGS
 AW1798  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW1798  HISTORY     - 1973     GOOD             NGS
 AW1798  HISTORY     - 1974     GOOD             NGS
 AW1798  HISTORY     - 1974     GOOD             NGS
 AW1798  HISTORY     - 1978     GOOD             NGS
 AW1798  HISTORY     - 1986     GOOD             NGS
 AW1798  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1798  HISTORY     - 1987     GOOD             USPSQD
 AW1798  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1798  HISTORY     - 19941022 GOOD             USPSQD
 AW1798
 AW1798                          STATION DESCRIPTION
 AW1798
 AW1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW1798'THE STATION IS LOCATED ABOUT 11-1/2 MILES NORTHWEST OF THE CENTER OF
 AW1798'HOUSTON, 3 MILES NORTH OF SPRING VALLEY, 1 MILE WEST OF U.S. HIGHWAY
 AW1798'290, ON UNDEVELOPED PROPERTY OWNED BY THE CITY OF HOUSTON AND WHEN
 AW1798'DEVELOPED IT WILL BE KNOWN AS FRESH MEADOW PARK.
 AW1798'
 AW1798'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 290 AND
 AW1798'CLAY ROAD IN THE NORTHWEST PART OF HOUSTON, GO WEST ON CLAY ROAD FOR
 AW1798'1.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON CLAY
 AW1798'ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 AW1798'ON CAMPBELL ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 AW1798'
 AW1798'THE STATION MARK IS A STANDARD DISK STAMPED FRESH 1968, SET IN THE
 AW1798'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 AW1798'ABOVE THE GROUND.  IT IS 100 FEET EAST OF THE CENTER OF CAMPBELL
 AW1798'ROAD, 72 FEET EAST-SOUTHEAST OF A POWER LINE POLE AND 12.6 FEET
 AW1798'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND AN EAST-WEST WIRE
 AW1798'FENCE.
 AW1798'
 AW1798'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FRESH NO 1 1968, SET IN
 AW1798'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW1798'GROUND.  IT IS 100 FEET SOUTHEAST OF THE POWER LINE POLE, 87 FEET
 AW1798'SOUTH-SOUTHEAST OF THE EAST-WEST WIRE FENCE AND 82 FEET EAST OF
 AW1798'THE CENTER OF CAMPBELL ROAD.
 AW1798'
 AW1798'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FRESH NO 2 1968, SET IN
 AW1798'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW1798'1 INCH ABOVE THE GROUND.  IT IS 31 FEET EAST OF THE CENTER OF
 AW1798'CAMPBELL ROAD, 3 FEET SOUTHWEST OF A POST AT THE END OF THE
 AW1798'EAST-WEST WIRE FENCE AND 1.7 FEET EAST OF THE POWER LINE POLE.
 AW1798'
 AW1798'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FRESH 1968, SET IN THE
 AW1798'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW1798'GROUND.  IT IS 51 FEET WEST OF THE CENTER OF A DRIVEWAY AT 9321
 AW1798'CLAY ROAD, 39 FEET SOUTH OF THE CENTER OF CLAY ROAD AND 5.7 FEET
 AW1798'EAST OF POWER LINE POLE NO. 9323.
 AW1798'
 AW1798'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 AW1798
 AW1798                          STATION RECOVERY (1970)
 AW1798
 AW1798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW1798'THE AZIMUTH MARK HAS BEEN REMOVED FROM CONCRETE MONUMENT.
 AW1798
 AW1798                          STATION RECOVERY (1973)
 AW1798
 AW1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1798'1.6 MI S FROM FAIRBANKS.
 AW1798'ABOUT 0.6 MILE SOUTHEAST ALONG US HIGHWAY 290 ALONG HEMPSTEAD RD. FROM
 AW1798'THE FAIRBANKS STATION POST OFFICE, THENCE 1 MILE SOUTH ON CAMPBELL
 AW1798'RD., AT THE ENTRANCE TO A PLAYGROUND, 101 FEET EAST OF THE CENTER LINE
 AW1798'OF CAMPBELL RD., 13.8 FEET SOUTH OF A FENCE, 50 FEET NORTHWEST OF THE
 AW1798'NORTHWEST CORNER OF A PAVED PLAYGROUND, 70.6 FEET EAST OF FRESH RM 2,
 AW1798'76.5 FEET NORTH OF FRESH RM 1, 12.9 FEET SOUTH OF A METAL WITNESS
 AW1798'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1798
 AW1798                          STATION RECOVERY (1974)
 AW1798
 AW1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AW1798'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AW1798'IN GOOD CONDITION.  THE AZIMUTH MARK MONUMENT WAS FOUND SOLID WITH
 AW1798'THE STEM OF THE MARK STILL INTACT, THE DISK HAD BEEN SHIRRED OFF
 AW1798'AND WAS NOT RECOVERED, THE MARK WAS LEFT AS FOUND BUT WAS NOT
 AW1798'OBSERVED AS IT WAS OBSTRUCTED BY BRUSH ON LINE.  A NEW AZIMUTH
 AW1798'MARK (REFERENCE MARK NO. 3) WAS SET.
 AW1798'
 AW1798'A NEW DESCRIPTION FOLLOWS--
 AW1798'
 AW1798'THE STATION IS LOCATED ABOUT 11-1/2 MILES NORTHWEST OF THE CENTER OF
 AW1798'HOUSTON, 3-1/2 MILES NORTH OF INTERSTATE HIGHWAY 10, 1 MILE SOUTH OF
 AW1798'FAIRBANKS, 1/2 MILE SOUTHWEST OF U.S. HIGHWAY 290, ALONG THE EAST
 AW1798'SIDE OF CAMPBELL ROAD, AT THE NORTHWEST CORNER OF A LARGE FIELD
 AW1798'OWNED BY THE CITY OF HOUSTON AND PRESENTLY USED FOR A PLAYGROUND.
 AW1798'
 AW1798'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 290 AND
 AW1798'CLAY ROAD IN THE NORTHWEST PART OF HOUSTON, GO WEST ON CLAY ROAD
 AW1798'1.55 MILES TO THE JUNCTION WITH CAMPBELL ROAD ON THE RIGHT, TURN
 AW1798'RIGHT AND GO NORTH ON CAMPBELL ROAD 0.1 MILE TO BROOKSHIRE ST. 4800
 AW1798'ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE NORTH
 AW1798'ON CAMPBELL ROAD 0.25 MILE TO THE ENTRANCE INTO THE PLAYGROUND
 AW1798'AND THE STATION ON THE RIGHT AS DESCRIBED.
 AW1798'
 AW1798'THE STATION MARK IS A STANDARD DISK STAMPED FRESH 1968, SET IN THE
 AW1798'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 100
 AW1798'FEET EAST OF THE CENTER OF CAMPBELL ROAD, 79.5 FEET NORTH-NORTHWEST
 AW1798'OF A PIPE STANDARD FOR A BASKETBALL BACKBOARD, 49.5 FEET NORTH OF
 AW1798'THE NORTHWEST CORNER OF THE PAVED AREA, AND 12.5 FEET SOUTH OF A
 AW1798'FENCE AND METAL WITNESS POST.
 AW1798'
 AW1798'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FRESH NO 1 1968, SET
 AW1798'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT
 AW1798'IS 88 FEET SOUTH OF THE FENCE AND METAL WITNESS POST, 82 FEET EAST
 AW1798'OF THE CENTER OF CAMPBELL ROAD, AND 51 FEET WEST OF THE PIPE
 AW1798'BASKETBALL STANDARD.
 AW1798'
 AW1798'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FRESH NO 2 1968,
 AW1798'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 AW1798'IT IS 31 FEET EAST OF THE CENTER OF CAMPBELL ROAD, 34 FEET SOUTH OF
 AW1798'TELEPHONE CABLE WARNING POST NO. 170.1, 12 FEET NORTH OF THE
 AW1798'CENTER OF PLAYGROUND ENTRANCE, AND 2 FEET SOUTH OF A CORNER FENCE
 AW1798'POST.
 AW1798'
 AW1798'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED FRESH
 AW1798'1968 NO 3 1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 AW1798'WITH THE GROUND.  IT IS 65 FEET WEST OF THE CENTER OF CAMPBELL
 AW1798'ROAD, 24 FEET NORTH OF THE CENTER OF BROOKSHIRE ST., 33 FEET
 AW1798'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING OF THE E
 AW1798'AND C PRECISION FABRICATING CO. INC., 6.5 FEET NORTH-NORTHWEST OF
 AW1798'THE WEST END OF A CONCRETE CULVERT UNDER DRIVEWAY INTO THE
 AW1798'FABRICATING CO YARD, AND 1 FOOT SOUTH OF A CONCRETE CAR STOP.
 AW1798'
 AW1798'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 AW1798'SOUTH OF FAIRBANKS.
 AW1798
 AW1798                          STATION RECOVERY (1974)
 AW1798
 AW1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1798'RECOVERED IN GOOD CONDITION.
 AW1798
 AW1798                          STATION RECOVERY (1978)
 AW1798
 AW1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1798'RECOVERED IN GOOD CONDITION.
 AW1798
 AW1798                          STATION RECOVERY (1986)
 AW1798
 AW1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1798'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.0 KM (0.6 MI)
 AW1798'SOUTHEASTERLY ALONG HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW1798'FAIRBANKS, THENCE 1.6 KM (1.0 MI) SOUTHERLY ALONG CAMPBELL ROAD.
 AW1798
 AW1798                          STATION RECOVERY (1987)
 AW1798
 AW1798'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1798'MARK NOT FOUND.
 AW1798
 AW1798                          STATION RECOVERY (1987)
 AW1798
 AW1798'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1798'RECOVERED IN GOOD CONDITION.
 AW1798
 AW1798                          STATION RECOVERY (1990)
 AW1798
 AW1798'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1798'MARK NOT FOUND.
 AW1798
 AW1798                          STATION RECOVERY (1994)
 AW1798
 AW1798'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1855 ***********************************************************************
 AW1855  DESIGNATION -  FRESH RM 1
 AW1855  PID         -  AW1855
 AW1855  STATE/COUNTY-  TX/HARRIS
 AW1855  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1855
 AW1855                         *CURRENT SURVEY CONTROL
 AW1855  ___________________________________________________________________
 AW1855* NAD 83(1986)-  29 50 17.     (N)    095 31 46.     (W)     SCALED    
 AW1855* NAVD 88     -        28.74   (+/-2cm)      94.3    (feet)  VERTCON   
 AW1855  ___________________________________________________________________
 AW1855  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW1855
 AW1855  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW1855
 AW1855.The horizontal coordinates were scaled from a topographic map and have
 AW1855.an estimated accuracy of +/- 6 seconds.
 AW1855
 AW1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1855.The vertical order pertains to the NGVD 29 superseded value.
 AW1855
 AW1855.The geoid height was determined by GEOID03.
 AW1855
 AW1855;                    North         East    Units  Estimated Accuracy
 AW1855;SPC TXSC     - 4,227,160.      935,320.      MT  (+/- 180 meters Scaled)
 AW1855
 AW1855                          SUPERSEDED SURVEY CONTROL
 AW1855
 AW1855  NGVD 29 (??/??/92)   28.732  (m)           94.26   (f) ADJ UNCH    2 0
 AW1855
 AW1855.Superseded values are not recommended for survey control.
 AW1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1855.See file dsdata.txt to determine how the superseded data were derived.
 AW1855
 AW1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP556035(NAD 83)
 AW1855_MARKER: DR = REFERENCE MARK DISK
 AW1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1855_STAMPING: FRESH NO 1 1968
 AW1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1855+STABILITY: SURFACE MOTION
 AW1855
 AW1855  HISTORY     - Date     Condition        Report By
 AW1855  HISTORY     - 1968     MONUMENTED       CGS
 AW1855  HISTORY     - 1973     GOOD             NGS
 AW1855  HISTORY     - 1974     GOOD             NGS
 AW1855  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1855  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1855  HISTORY     - 19941022 POOR             USPSQD
 AW1855
 AW1855                          STATION DESCRIPTION
 AW1855
 AW1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1855'1.6 MI S FROM FAIRBANKS.
 AW1855'ABOUT 0.6 MILE SOUTHEAST ALONG US HIGHWAY 290 ALONG HEMPSTEAD RD. FROM
 AW1855'THE FAIRBANKS STATION POST OFFICE, THENCE 1.05 MILE SOUTH ON CAMPBELL
 AW1855'RD. AT THE ENTRANCE TO A PLAYGROUND, 82 FEET EAST OF THE CENTER LINE
 AW1855'OF CAMBELL RD., 87 FEET SOUTH OF A FENCE, 91 FEET NORTHEAST OF A POWER
 AW1855'POLE, 76.5 FEET SOUTH OF FRESH TRIANGULATION STATION, AND SET IN THE
 AW1855'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1855
 AW1855                          STATION RECOVERY (1974)
 AW1855
 AW1855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1855'RECOVERED IN GOOD CONDITION.
 AW1855
 AW1855                          STATION RECOVERY (1978)
 AW1855
 AW1855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1855'NOT RECOVERED.
 AW1855
 AW1855                          STATION RECOVERY (1987)
 AW1855
 AW1855'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1855'MARK NOT FOUND.
 AW1855
 AW1855                          STATION RECOVERY (1994)
 AW1855
 AW1855'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1855'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1799 ***********************************************************************
 AW1799  DESIGNATION -  FRESH RM 2
 AW1799  PID         -  AW1799
 AW1799  STATE/COUNTY-  TX/HARRIS
 AW1799  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1799
 AW1799                         *CURRENT SURVEY CONTROL
 AW1799  ___________________________________________________________________
 AW1799* NAD 83(1986)-  29 50 18.     (N)    095 31 47.     (W)     SCALED    
 AW1799* NAVD 88     -        28.197  (meters)      92.51   (feet)  ADJUSTED  
 AW1799  ___________________________________________________________________
 AW1799  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW1799  DYNAMIC HT  -          28.158 (meters)      92.38  (feet)  COMP
 AW1799  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 AW1799
 AW1799  VERT ORDER  -  FIRST     CLASS II
 AW1799
 AW1799.The horizontal coordinates were scaled from a topographic map and have
 AW1799.an estimated accuracy of +/- 6 seconds.
 AW1799
 AW1799.The orthometric height was determined by differential leveling
 AW1799.and adjusted by the National Geodetic Survey in June 1991..
 AW1799
 AW1799.The geoid height was determined by GEOID03.
 AW1799
 AW1799.The dynamic height is computed by dividing the NAVD 88
 AW1799.geopotential number by the normal gravity value computed on the
 AW1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1799.degrees latitude (g = 980.6199 gals.).
 AW1799
 AW1799.The modeled gravity was interpolated from observed gravity values.
 AW1799
 AW1799;                    North         East    Units  Estimated Accuracy
 AW1799;SPC TXSC     - 4,227,190.      935,290.      MT  (+/- 180 meters Scaled)
 AW1799
 AW1799                          SUPERSEDED SURVEY CONTROL
 AW1799
 AW1799  NGVD 29 (12/23/87)   28.191  (m)           92.49   (f) ADJUSTED    1 2
 AW1799
 AW1799.Superseded values are not recommended for survey control.
 AW1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1799.See file dsdata.txt to determine how the superseded data were derived.
 AW1799
 AW1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP555035(NAD 83)
 AW1799_MARKER: DR = REFERENCE MARK DISK
 AW1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1799_SP_SET: CONCRETE POST
 AW1799_STAMPING: FRESH NO 2 1968
 AW1799_MARK LOGO: CGS   
 AW1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1799+STABILITY: SURFACE MOTION
 AW1799
 AW1799  HISTORY     - Date     Condition        Report By
 AW1799  HISTORY     - 1968     MONUMENTED       CGS
 AW1799  HISTORY     - 1973     GOOD             NGS
 AW1799  HISTORY     - 1974     GOOD             NGS
 AW1799  HISTORY     - 1978     GOOD             NGS
 AW1799  HISTORY     - 1986     GOOD             NGS
 AW1799  HISTORY     - 1987     GOOD             USPSQD
 AW1799  HISTORY     - 1990     GOOD             USPSQD
 AW1799  HISTORY     - 19941022 GOOD             USPSQD
 AW1799  HISTORY     - 20040715 MARK NOT FOUND   USPSQD
 AW1799
 AW1799                          STATION DESCRIPTION
 AW1799
 AW1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1799'1.6 MI S FROM FAIRBANKS.
 AW1799'ABOUT 0.6 MILE SOUTHEAST ALONG US HIGHWAY 290 ALONG HEMPSTEAD RD.,
 AW1799'FROM THE FAIRBANKS STATION POST OFFICE, THENCE 1 MILE SOUTH ALONG
 AW1799'CAMPBELL RD. AT THE ENTRANCE TO A PLAYGROUND, 30.4 FEET EAST OF THE
 AW1799'CENTER LINE OF CAMPBELL RD., 2 FEET SOUTH OF A FENCE CORNER POST, 11
 AW1799'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING TO THE
 AW1799'PLAYGROUND, 70.6 FEET WEST OF TRIANGULATION STATION FRESH, AND SET IN
 AW1799'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 AW1799
 AW1799                          STATION RECOVERY (1974)
 AW1799
 AW1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1799'RECOVERED IN GOOD CONDITION.
 AW1799
 AW1799                          STATION RECOVERY (1978)
 AW1799
 AW1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1799'ADD=3 FEET SOUTH OF A FENCE CORNER.
 AW1799
 AW1799                          STATION RECOVERY (1986)
 AW1799
 AW1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1799'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.0 KM (0.6 MI)
 AW1799'SOUTHEASTERLY ALONG HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW1799'FAIRBANKS, THENCE 1.6 KM (1.0 MI) SOUTHERLY ALONG CAMPBELL ROAD.
 AW1799
 AW1799                          STATION RECOVERY (1987)
 AW1799
 AW1799'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1799'RECOVERED IN GOOD CONDITION.
 AW1799
 AW1799                          STATION RECOVERY (1990)
 AW1799
 AW1799'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1799'RECOVERED IN GOOD CONDITION.
 AW1799
 AW1799                          STATION RECOVERY (1994)
 AW1799
 AW1799'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1799'RECOVERED IN GOOD CONDITION.
 AW1799
 AW1799                          STATION RECOVERY (2004)
 AW1799
 AW1799'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0444 ***********************************************************************
 BO0444  DESIGNATION -  FREUND
 BO0444  PID         -  BO0444
 BO0444  STATE/COUNTY-  TX/SCHLEICHER
 BO0444  USGS QUAD   -  ADAMS SW (1982)
 BO0444
 BO0444                         *CURRENT SURVEY CONTROL
 BO0444  ___________________________________________________________________
 BO0444* NAD 83(1993)-  30 45 56.04610(N)    100 23 56.20667(W)     ADJUSTED  
 BO0444* NAVD 88     -       730.19   (+/-2cm)    2395.6    (feet)  VERTCON   
 BO0444  ___________________________________________________________________
 BO0444  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 BO0444  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BO0444
 BO0444  HORZ ORDER  -  FIRST
 BO0444  VERT ORDER  -  THIRD ? (See Below)
 BO0444
 BO0444.The horizontal coordinates were established by classical geodetic methods
 BO0444.and adjusted by the National Geodetic Survey in February 1996..
 BO0444
 BO0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0444.The vertical order pertains to the NGVD 29 superseded value.
 BO0444
 BO0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0444
 BO0444.The geoid height was determined by GEOID03.
 BO0444
 BO0444;                    North         East     Units Scale Factor Converg.
 BO0444;SPC TX C     - 3,121,820.609   693,719.095   MT  0.99989016   -0 02 01.7
 BO0444;SPC TX C     -10,242,173.11  2,275,976.73   sFT  0.99989016   -0 02 01.7
 BO0444;UTM  14      - 3,404,457.670   366,116.120   MT  0.99982112   -0 42 56.5
 BO0444
 BO0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0444!SPC TX C     -   0.99988888  x   0.99989016  =   0.99977905
 BO0444!UTM  14      -   0.99988888  x   0.99982112  =   0.99971002
 BO0444
 BO0444:                Primary Azimuth Mark                     Grid Az
 BO0444:SPC TX C     -  FREUND AZ MK                             023 52 17.8
 BO0444:UTM  14      -  FREUND AZ MK                             024 33 12.6
 BO0444
 BO0444|---------------------------------------------------------------------|
 BO0444| PID    Reference Object                     Distance      Geod. Az  |
 BO0444|                                                           dddmmss.s |
 BO0444| CV4033 FREUND AZ MK                                       0235016.1 |
 BO0444| CV4034 FREUND RM 1                          47.362 METERS 11656     |
 BO0444| CV4035 FREUND RM 2                          49.490 METERS 23324     |
 BO0444| BO0479 ELDORADO MUNICIPAL TANK             APPROX.21.8 KM 2982715.9 |
 BO0444|---------------------------------------------------------------------|
 BO0444
 BO0444                          SUPERSEDED SURVEY CONTROL
 BO0444
 BO0444  NAD 83(1986)-  30 45 56.04978(N)    100 23 56.19422(W) AD(       ) 1
 BO0444  NAD 27      -  30 45 55.42100(N)    100 23 54.86500(W) AD(       ) 1
 BO0444  NGVD 29 (07/19/86)  730.02   (m)         2395.1    (f) LEVELING    3  
 BO0444
 BO0444.Superseded values are not recommended for survey control.
 BO0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0444.See file dsdata.txt to determine how the superseded data were derived.
 BO0444
 BO0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6611604458(NAD 83)
 BO0444_MARKER: DS = TRIANGULATION STATION DISK
 BO0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0444_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0444
 BO0444  HISTORY     - Date     Condition        Report By
 BO0444  HISTORY     - 1935     MONUMENTED       CGS
 BO0444  HISTORY     - 1937     GOOD             TXHD
 BO0444
 BO0444                          STATION DESCRIPTION
 BO0444
 BO0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0444'STATION IS LOCATED ABOUT 20 MILES NE FROM SONORA, AND 16
 BO0444'MILES ESE FROM ELDORADO, 1/4 MILE W OF THE ELDORADO-MAYER
 BO0444'ROAD, ON THE DIVIDE BETWEEN NORTH AND MIDDLE VALLEY, AT THE
 BO0444'HEAD OF SAN SABA RIVER, AND IN RANCH YARD OF H.M. FREUND.
 BO0444'STATION IS ABOUT 450 FEET E OF MR. FREUNDS HOUSE, 125 FEET E OF
 BO0444'CENTER OF WINDMILL TOWER, INSIDE OF A NE-SW LANE, 12 FEET
 BO0444'S OF THE N FENCE, AND PROJECTS ABOUT 8 INCHES ABOVE THE
 BO0444'SURFACE.
 BO0444'
 BO0444'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BO0444'IN CONCRETE.
 BO0444'
 BO0444'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 BO0444'HOLE IN BEDROCK.
 BO0444'
 BO0444'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN DRILL HOLE
 BO0444'IN OUTCROPPING BEDROCK.
 BO0444'
 BO0444'REFERENCE MARK NO. 1 IS 155.38 FEET ESE OF STATION, 2 FEET
 BO0444'N OF S FENCE OF LANE, AND PROJECTS ABOUT 8 INCHES ABOVE
 BO0444'THE SURFACE.
 BO0444'
 BO0444'REFERENCE MARK NO. 2 IS 162.36 FEET SSW OF STATION, 52 FEET
 BO0444'S OF GATE IN N FENCE, AND PROJECTS ABOUT 10 INCHES ABOVE THE
 BO0444'SURFACE.
 BO0444'
 BO0444'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NE FROM STATION.  REACHED
 BO0444'FROM MR. FREUNDS HOUSE BY GOING NE 0.3 MILE, TURN LEFT (N)
 BO0444'0.05 MILE TO MARK ON LEFT, 50 FEET SW FROM CENTER LINE OF ROAD.
 BO0444'
 BO0444'STATION IS REACHED FROM SONORA BY GOING E ON STREET S OF
 BO0444'COURTHOUSE 0.3 MILE AND KEEP STRAIGHT AT LEFT FORK.  FOLLOW
 BO0444'MAIN ROAD 21.2 MILES OR 2.5 MILES PAST SUTTON-SCHLEICHER
 BO0444'COUNTY LINE MARKER ON LEFT AND TURN LEFT THROUGH A CATTLE GUARD
 BO0444'AT A MAIL BOX JOHN I. KING ON LEFT AND A HOUSE AND BUMPER
 BO0444'GATE ON RIGHT.  FOLLOW NW FOR 3.15 MILES OR 1.1 MILES AFTER
 BO0444'PASSING THROUGH A BUMPER GATE AND TAKE LEFT FORK (SW) 0.3
 BO0444'MILE TO THE RANCH OF H.M. FREUND AND STATION.
 BO0444'
 BO0444'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BO0444
 BO0444                          STATION RECOVERY (1937)
 BO0444
 BO0444'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0444'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AND AS
 BO0444'DESCRIBED.  DIRECTIONS FOR FINDING STATION WERE GOOD.  ON THE
 BO0444'3.15 MILES CALL NW BEFORE REACHING 0.3 MILE CALL TO H.M. FREUND
 BO0444'RANCH HOUSE THERE IS NOW A CATTLE GUARD, INSTEAD OF A BUMP
 BO0444'GATE, 1.1 MILES BEFORE END OF 3.15 MILES CALL AND ANOTHER
 BO0444'CATTLE GUARD 0.5 MILE FROM END OF 3.15 MILES CALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1256 ***********************************************************************
 DN1256  DESIGNATION -  FRID
 DN1256  PID         -  DN1256
 DN1256  STATE/COUNTY-  TX/GRAYSON
 DN1256  USGS QUAD   -  COLLINSVILLE (1982)
 DN1256
 DN1256                         *CURRENT SURVEY CONTROL
 DN1256  ___________________________________________________________________
 DN1256* NAD 83(1993)-  33 35 40.93157(N)    096 54 41.79343(W)     ADJUSTED  
 DN1256* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 DN1256  ___________________________________________________________________
 DN1256  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DN1256  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DN1256
 DN1256  HORZ ORDER  -  SECOND
 DN1256
 DN1256.The horizontal coordinates were established by classical geodetic methods
 DN1256.and adjusted by the National Geodetic Survey in February 1996..
 DN1256
 DN1256.The orthometric height was scaled from a topographic map.
 DN1256
 DN1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1256
 DN1256.The geoid height was determined by GEOID03.
 DN1256
 DN1256;                    North         East     Units Scale Factor Converg.
 DN1256;SPC TXNC     - 2,214,918.280   747,418.591   MT  0.99991742   +0 51 58.7
 DN1256;SPC TXNC     - 7,266,777.72  2,452,155.83   sFT  0.99991742   +0 51 58.7
 DN1256;UTM  14      - 3,719,173.608   693,786.229   MT  1.00006299   +1 09 21.2
 DN1256
 DN1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1256!SPC TXNC     -   0.99996836  x   0.99991742  =   0.99988578
 DN1256!UTM  14      -   0.99996836  x   1.00006299  =   1.00003134
 DN1256
 DN1256|---------------------------------------------------------------------|
 DN1256| PID    Reference Object                     Distance      Geod. Az  |
 DN1256|                                                           dddmmss.s |
 DN1256| DN1255 FRID 2                               13.224 METERS 08550     |
 DN1256| DN1259 FRID 1955 AZ MK                     APPROX. 1.3 KM 1852844.1 |
 DN1256| CY1906 FRID RM 1                            12.922 METERS 18658     |
 DN1256| DN1253 SALEM                               APPROX. 7.9 KM 2365934.1 |
 DN1256| CY1907 FRID RM 2                            21.862 METERS 26515     |
 DN1256|---------------------------------------------------------------------|
 DN1256
 DN1256                          SUPERSEDED SURVEY CONTROL
 DN1256
 DN1256  NAD 83(1993)-  33 35 40.93225(N)    096 54 41.79049(W) AD(       ) 2
 DN1256  NAD 83(1986)-  33 35 40.93683(N)    096 54 41.78320(W) AD(       ) 2
 DN1256  NAD 27      -  33 35 40.54240(N)    096 54 40.76680(W) AD(       ) 2
 DN1256
 DN1256.Superseded values are not recommended for survey control.
 DN1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1256.See file dsdata.txt to determine how the superseded data were derived.
 DN1256
 DN1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9378619174(NAD 83)
 DN1256_MARKER: DS = TRIANGULATION STATION DISK
 DN1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1256
 DN1256  HISTORY     - Date     Condition        Report By
 DN1256  HISTORY     - 1955     MONUMENTED       CGS
 DN1256  HISTORY     - 1957     GOOD             CGS
 DN1256  HISTORY     - 1964     SEE DESCRIPTION  CGS
 DN1256  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 DN1256
 DN1256                          STATION DESCRIPTION
 DN1256
 DN1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1256'LOCATED ABOUT 4-1/2 MILES SOUTH OF THE CITY OF WHITESBORO,
 DN1256'AND 2-1/2 MILES NORTH OF THE VILLAGE OF COLLINSVILLE, 53
 DN1256'FT SOUTH OF A SOUTH GATE POST, AND 32 FT EAST OF TEXAS HIGHWAY
 DN1256'NO. 10, 6 FT NORTHWEST OF A 4 BY 4 WITNESS POST, AND 3 FT WEST
 DN1256'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED FRID 1955 AND IS
 DN1256'SET FLUSH WITH THE GROUND SURFACE.
 DN1256'
 DN1256'REFERENCE MARK NO. 1 IS 31 FT EAST OF TEXAS HIGHWAY NO. 10,
 DN1256'AND 5 FT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 DN1256'FRID NO 1 1955 AND IS SET FLUSH WITH THE GROUND SURFACE.
 DN1256'
 DN1256'REFERENCE MARK NO. 2 IS 36 FT WEST OF TEXAS HIGHWAY NO. 10,
 DN1256'AND ABOUT 3 FT HIGHER THAN THE STATION MARK.  IT IS STAMPED
 DN1256'FRID NO 2 1955 AND IS SET FLUSH WITH THE GROUND SURFACE.
 DN1256'
 DN1256'AZIMUTH MARK IS 33 FT WEST OF TEXAS HIGHWAY NO. 10, AND 15
 DN1256'FT NORTH OF A EAST-WEST GRAVEL ROAD, 5 FT EAST OF A TELEPHONE
 DN1256'POLE NO. E 40, AND IS SET IN THE NORTH HEADWALL OF A CONCRETE
 DN1256'CULVERT.  IT IS STAMPED FRID 1955 AND IS SET FLUSH IN A DRILL
 DN1256'HOLE.
 DN1256'
 DN1256'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 82 AND TEXAS
 DN1256'HIGHWAY NO. 10 ABOUT 200 FT WEST OF THE POSTOFFICE IN THE
 DN1256'CITY OF WHITESBORO, GO SOUTH ON TEXAS HIGHWAY NO. 10 FOR 3.7
 DN1256'MILES TO A RAILROAD UNDER PASS, CONTINUE SOUTH FOR 0.5 MILE TO
 DN1256'THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON TEXAS
 DN1256'HIGHWAY NO. 10 FOR 0.7 MILE TO A CROSSROADS AND AZIMUTH MARK
 DN1256'ON THE RIGHT.  AS DESCRIBED.
 DN1256
 DN1256                          STATION RECOVERY (1957)
 DN1256
 DN1256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1256'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 DN1256'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 DN1256'STATION SITE ARE CORRECT.
 DN1256
 DN1256                          STATION RECOVERY (1964)
 DN1256
 DN1256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 DN1256'THE SURFACE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND
 DN1256'TO BE DESTROYED.  THE SUB-STATION MARK, REFERENCE MARK NO. 2
 DN1256'AND THE AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  AT
 DN1256'THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT THE AZIMUTH MARK WAS
 DN1256'DESTROYED TO CLEAR THE AREA FOR RECONSTRUCTION OF STATE HIGHWAY
 DN1256'99 (WAS STATE HIGHWAY 10 IS NOW STATE HIGHWAY 99).  THE
 DN1256'SUB-STATION MARK WAS LEFT INTACT, IT WILL BE UNDER THE EAST
 DN1256'EDGE OF THE HIGHWAY AFTER THE NEW ROAD IS BUILT.  REFERENCE
 DN1256'MARK NO. 2 WAS FOUND TO BE OUT OF THE CONSTRUCTION AREA.  IT
 DN1256'WILL SERVE AS A REFERENCE MARK FOR FRID 2 WHICH WAS SET AT
 DN1256'THE NEW RIGHT-OF-WAY EAST OF STATION FRID.
 DN1256'
 DN1256'NOTE--SEE DESCRIPTION FOR STATION FRID 2.
 DN1256
 DN1256                          STATION RECOVERY (2005)
 DN1256
 DN1256'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 DN1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1255 ***********************************************************************
 DN1255  DESIGNATION -  FRID 2
 DN1255  PID         -  DN1255
 DN1255  STATE/COUNTY-  TX/GRAYSON
 DN1255  USGS QUAD   -  COLLINSVILLE (1982)
 DN1255
 DN1255                         *CURRENT SURVEY CONTROL
 DN1255  ___________________________________________________________________
 DN1255* NAD 83(1993)-  33 35 40.96270(N)    096 54 41.28190(W)     ADJUSTED  
 DN1255* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 DN1255  ___________________________________________________________________
 DN1255  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DN1255  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DN1255
 DN1255  HORZ ORDER  -  THIRD
 DN1255
 DN1255.The horizontal coordinates were established by classical geodetic methods
 DN1255.and adjusted by the National Geodetic Survey in February 1996..
 DN1255.No horizontal observational check was made to the station.
 DN1255
 DN1255.The orthometric height was scaled from a topographic map.
 DN1255
 DN1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1255
 DN1255.The geoid height was determined by GEOID03.
 DN1255
 DN1255;                    North         East     Units Scale Factor Converg.
 DN1255;SPC TXNC     - 2,214,919.439   747,431.763   MT  0.99991742   +0 51 59.0
 DN1255;SPC TXNC     - 7,266,781.53  2,452,199.04   sFT  0.99991742   +0 51 59.0
 DN1255;UTM  14      - 3,719,174.833   693,799.397   MT  1.00006305   +1 09 21.5
 DN1255
 DN1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1255!SPC TXNC     -   0.99996836  x   0.99991742  =   0.99988578
 DN1255!UTM  14      -   0.99996836  x   1.00006305  =   1.00003140
 DN1255
 DN1255|---------------------------------------------------------------------|
 DN1255| PID    Reference Object                     Distance      Geod. Az  |
 DN1255|                                                           dddmmss.s |
 DN1255| CY1909 FRID 2 RM 3                          20.903 METERS 00612     |
 DN1255| DN1254 COLLINSVILLE MUNICIPAL TANK         APPROX. 3.8 KM 1784019.4 |
 DN1255| DN1259 FRID 1955 AZ MK                     APPROX. 1.3 KM 1860422.0 |
 DN1255| CY1908 FRID 2 AZ MK                                       1873600.6 |
 DN1255| DN1256 FRID                                 13.224 METERS 26550     |
 DN1255| CY1907 FRID RM 2                            35.078 METERS 26606     |
 DN1255|---------------------------------------------------------------------|
 DN1255
 DN1255                          SUPERSEDED SURVEY CONTROL
 DN1255
 DN1255  NAD 83(1993)-  33 35 40.96338(N)    096 54 41.27895(W) AD(       ) 3
 DN1255  NAD 83(1986)-  33 35 40.96796(N)    096 54 41.27171(W) AD(       ) 3
 DN1255  NAD 27      -  33 35 40.57350(N)    096 54 40.25530(W) AD(       ) 3
 DN1255
 DN1255.Superseded values are not recommended for survey control.
 DN1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1255.See file dsdata.txt to determine how the superseded data were derived.
 DN1255
 DN1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9379919175(NAD 83)
 DN1255_MARKER: DS = TRIANGULATION STATION DISK
 DN1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1255
 DN1255  HISTORY     - Date     Condition        Report By
 DN1255  HISTORY     - 1964     MONUMENTED       CGS
 DN1255  HISTORY     - 19990213 GOOD             USPSQD
 DN1255  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 DN1255
 DN1255                          STATION DESCRIPTION
 DN1255
 DN1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 DN1255'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF WHITESBORO, AND
 DN1255'ABOUT 2-1/2 MILES NORTH OF COLLINSVILLE, ALONG THE EAST
 DN1255'RIGHT-OF-WAY OF STATE HIGHWAY 99, ON A LOW RIDGE WHICH LIES
 DN1255'IN AN EAST-WEST DIRECTION.  THE RIDGE IS HIGHER ABOUT 1/2
 DN1255'MILE EAST OF THE STATION SITE.
 DN1255'
 DN1255'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82
 DN1255'AND STATE HIGHWAY 99 IN WHITESBORO, GO SOUTH ON STATE HIGHWAY
 DN1255'99 FOR 3.7 MILES TO A RAILROAD OVERPASS.  CONTINUE ON THE
 DN1255'HIGHWAY FOR 0.6 MILE TO THE STATION ON THE LEFT.  TO REACH
 DN1255'THE AZIMUTH MARK FROM THE STATION, CONTINUE ON THE HIGHWAY
 DN1255'FOR 0.75 MILE TO A CROSSROAD.  TURN RIGHT, GO ABOUT 50 YARDS
 DN1255'AND THE AZIMUTH MARK ON THE RIGHT.
 DN1255'
 DN1255'STATION MARKS ARE STANDARD DISKS STAMPED FRID 2 1964.  THE
 DN1255'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 DN1255'WITH THE SURFACE OF THE GROUND.  IT IS 57 FEET EAST OF THE CENTER
 DN1255'LINE OF HIGHWAY, 94 FEET SOUTH OF A BRACED FENCE POST, AND 3
 DN1255'FEET WEST OF A METAL WITNESS POST.  THE UNDER GROUND DISK
 DN1255'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 DN1255'SURFACE OF THE GROUND.
 DN1255'
 DN1255'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FRID NO 2 1955,
 DN1255'IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 DN1255'OF THE GROUND.  IT IS 55 FEET WEST OF THE CENTER LINE OF
 DN1255'HIGHWAY, AND 51 FEET EAST OF THE EAST RAIL OF THE TEXAS
 DN1255'PACIFIC RAILROAD TRACKS.
 DN1255'
 DN1255'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FRID 2 NO 3 1964,
 DN1255'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6
 DN1255'INCHES.  IT IS 59 FEET EAST OF THE CENTER LINE OF HIGHWAY, 69
 DN1255'FEET NORTH OF A METAL WITNESS POST AND 27 FEET SOUTH OF THE
 DN1255'BRACED FENCE POST, AND 1 FOOT WEST OF THE FENCE LINE.
 DN1255'
 DN1255'AZIMUTH MARK, A STANDARD DISK STAMPED FRID 2 1964, IS SET
 DN1255'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 DN1255'IS 46 FEET WEST OF THE WEST RAIL OF THE TEXAS PACIFIC RAILROAD
 DN1255'TRACKS, 100 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 DN1255'ROAD, 16 FEET NORTHWEST OF A TELEGRAPH POLE, 1 FOOT NORTH OF A
 DN1255'METAL WITNESS POST AND 6 INCHES EAST OF THE RAILROAD
 DN1255'RIGHT-OF-WAY FENCE.
 DN1255'
 DN1255'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 DN1255
 DN1255                          STATION RECOVERY (1999)
 DN1255
 DN1255'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1255'RECOVERED IN GOOD CONDITION.
 DN1255
 DN1255                          STATION RECOVERY (2005)
 DN1255
 DN1255'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 DN1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0581 ***********************************************************************
 AO0581  DESIGNATION -  FRIEDLE
 AO0581  PID         -  AO0581
 AO0581  STATE/COUNTY-  TX/LIVE OAK
 AO0581  USGS QUAD   -  OAKVILLE (1984)
 AO0581
 AO0581                         *CURRENT SURVEY CONTROL
 AO0581  ___________________________________________________________________
 AO0581* NAD 83(1993)-  28 28 22.82633(N)    098 01 38.89134(W)     ADJUSTED  
 AO0581* NAVD 88     -       106.09   (+/-2cm)     348.1    (feet)  VERTCON   
 AO0581  ___________________________________________________________________
 AO0581  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AO0581  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AO0581
 AO0581  HORZ ORDER  -  SECOND
 AO0581  VERT ORDER  -  THIRD ? (See Below)
 AO0581
 AO0581.The horizontal coordinates were established by classical geodetic methods
 AO0581.and adjusted by the National Geodetic Survey in February 1996..
 AO0581
 AO0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0581.The vertical order pertains to the NGVD 29 superseded value.
 AO0581
 AO0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0581
 AO0581.The geoid height was determined by GEOID03.
 AO0581
 AO0581;                    North         East     Units Scale Factor Converg.
 AO0581;SPC TXSC     - 4,071,291.493   695,235.490   MT  0.99997547   +0 28 35.2
 AO0581;SPC TXSC     -13,357,228.84  2,280,951.77   sFT  0.99997547   +0 28 35.2
 AO0581;UTM  14      - 3,149,986.850   595,203.340   MT  0.99971186   +0 27 49.3
 AO0581
 AO0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0581!SPC TXSC     -   0.99998749  x   0.99997547  =   0.99996296
 AO0581!UTM  14      -   0.99998749  x   0.99971186  =   0.99969935
 AO0581
 AO0581:                Primary Azimuth Mark                     Grid Az
 AO0581:SPC TXSC     -  PAWNEE                                   017 14 30.2
 AO0581:UTM  14      -  PAWNEE                                   017 15 16.1
 AO0581
 AO0581|---------------------------------------------------------------------|
 AO0581| PID    Reference Object                     Distance      Geod. Az  |
 AO0581|                                                           dddmmss.s |
 AO0581| AN2194 PAWNEE                              APPROX.20.1 KM 0174305.4 |
 AO0581| CV4038 FRIEDLE RM 2                         82.506 METERS 07016     |
 AO0581| CV4036 FRIEDLE AZ MK                                      1034814.1 |
 AO0581| CV4037 FRIEDLE RM 1                         64.066 METERS 17810     |
 AO0581|---------------------------------------------------------------------|
 AO0581
 AO0581                          SUPERSEDED SURVEY CONTROL
 AO0581
 AO0581  NAD 83(1986)-  28 28 22.83167(N)    098 01 38.87122(W) AD(       ) 2
 AO0581  NAD 27      -  28 28 21.85000(N)    098 01 37.85800(W) AD(       ) 2
 AO0581  NGVD 29 (07/19/86)  106.06   (m)          348.0    (f) LEVELING    3  
 AO0581
 AO0581.Superseded values are not recommended for survey control.
 AO0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0581.See file dsdata.txt to determine how the superseded data were derived.
 AO0581
 AO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS9520349987(NAD 83)
 AO0581_MARKER: DB = BENCH MARK DISK
 AO0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0581
 AO0581  HISTORY     - Date     Condition        Report By
 AO0581  HISTORY     - 1953     MONUMENTED       USGS
 AO0581  HISTORY     - 1967     SEE DESCRIPTION  HUMBLE
 AO0581
 AO0581                          STATION DESCRIPTION
 AO0581
 AO0581'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 AO0581'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF PAWNEE, 7 MILES
 AO0581'EAST OF OAKVILLE AND 1 MILE SOUTHWEST OF KARON, NEAR THE FARMYARD
 AO0581'OF MR. W.A. FRIEDLE.
 AO0581'
 AO0581'TO REACH FROM OAKVILLE, GO EAST ON FARM ROAD 1358 FOR 4.8 MILES
 AO0581'TO A WOOD GATE ON THE LEFT AT A POINT WHERE A POWER LINE
 AO0581'LEADS TO A FARM HOUSE.  TURN LEFT, PASS THROUGH THE GATE AND GO
 AO0581'NORTH FOR 0.15 MILE TO A FARMYARD.  TURN RIGHT, PASS TO THE RIGHT
 AO0581'OF A WATER WELL, GO ABOUT 100 YARDS TO THE SOUTHEAST CORNER OF
 AO0581'THE FARMYARD, TURN LEFT AND GO 75 YARDS TO THE STATION SITE.
 AO0581'
 AO0581'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 AO0581'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST.  THE DISK IS
 AO0581'STAMPED 1952 348 FRIEDLE, AND IT IS 1 INCH BELOW THE GROUND
 AO0581'SURFACE.  THE MARK IS LOCATED 150 FEET NORTH OF THE NORTHEAST
 AO0581'CORNER OF A METAL BARN.  127 FEET NORTHEAST OF THE LARGEST OF
 AO0581'THREE CONCRETE WATER TANKS.  15 FEET EAST OF THE NORTHEAST
 AO0581'CORNER OF A FARMYARD AND 11.6 FEET SOUTH OF A WHITE WITNESS
 AO0581'POST.
 AO0581'
 AO0581'REFERENCE MARK NO. 1 IS A U.S.G.S. REFERENCE MARK DISK SET IN
 AO0581'THE TOP OF A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 1
 AO0581'INCH.  THE MARK IS STAMPED NO 1 1952, AND IT IS LOCATED 3 FEET
 AO0581'WEST OF THE SOUTHEAST CORNER OF A BARNYARD.
 AO0581'
 AO0581'REFERENCE MARK NO. 2 IS A U.S.G.S. REFERENCE MARK DISK SET IN THE
 AO0581'TOP OF A 6-INCH SQUARE CONCRETE POST.  THE MARK IS STAMPED NO 2
 AO0581'FRIEDLE 1952, AND IT PROJECTS 1 INCH.  THE MARK IS LOCATED IN AN
 AO0581'EAST-WEST FENCELINE 285 FEET EAST OF THE NORTHEAST CORNER OF A
 AO0581'FARMYARD.
 AO0581'
 AO0581'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 AO0581'POST.  THE MARK IS STAMPED FRIEDLE 1953, AND IT PROJECTS 5
 AO0581'INCHES.  THE MARK IS LOCATED 0.4 MILE EAST OF THE STATION.  0.05
 AO0581'MILE EAST OF A ROAD JUNCTION.  37 FEET SOUTHEAST OF THE CENTER OF
 AO0581'FARM ROAD 1358.  3 FEET WEST OF A WHITE WITNESS POST AND 2 FEET
 AO0581'NORTHEAST OF A FENCELINE.
 AO0581'
 AO0581'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO FARM
 AO0581'ROAD 1358.  TURN LEFT, GO EAST ON FARM ROAD 1358 FOR 0.3 MILE
 AO0581'TO A FORK, CONTINUE STRAIGHT AHEAD ON FARM ROAD 1358 FOR 0.05
 AO0581'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AO0581'
 AO0581'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AO0581
 AO0581                          STATION RECOVERY (1967)
 AO0581
 AO0581'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1967 (ELC)
 AO0581'STATION PROBABLY RECOVERED.  STATION DISK DESTROYED AND LOST
 AO0581'BY FARMING OPERATIONS.  CONCRETE IN PLACE.  REFERENCE MARK 1 (NO.
 AO0581'1 1952), R.M. 2 (NO. 2 FRIEDLE 1952) AND AZIMUTH MARK (FRIEDLE
 AO0581'1953) ALL RECOVERED IN GOOD CONDITION.  DISTANCE FROM R.M. 1
 AO0581'SHOULD READ 201.19 INSTEAD OF 210.19.  AZIMUTH MARK IS NOT
 AO0581'VISIBLE AT GROUND LEVEL FROM STATION DUE TO OIL STORAGE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0493 ***********************************************************************
 BO0493  DESIGNATION -  FRIEND
 BO0493  PID         -  BO0493
 BO0493  STATE/COUNTY-  TX/CROCKETT
 BO0493  USGS QUAD   -  HOSPITAL RANCH (1982)
 BO0493
 BO0493                         *CURRENT SURVEY CONTROL
 BO0493  ___________________________________________________________________
 BO0493* NAD 83(1993)-  30 31 20.82120(N)    100 59 40.65188(W)     ADJUSTED  
 BO0493* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 BO0493  ___________________________________________________________________
 BO0493  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 BO0493  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 BO0493
 BO0493  HORZ ORDER  -  SECOND
 BO0493
 BO0493.The horizontal coordinates were established by classical geodetic methods
 BO0493.and adjusted by the National Geodetic Survey in February 1996..
 BO0493
 BO0493.The orthometric height was scaled from a topographic map.
 BO0493
 BO0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0493
 BO0493.The geoid height was determined by GEOID03.
 BO0493
 BO0493;                    North         East     Units Scale Factor Converg.
 BO0493;SPC TX C     - 3,095,057.154   636,536.920   MT  0.99991645   -0 20 26.2
 BO0493;SPC TX C     -10,154,366.68  2,088,371.55   sFT  0.99991645   -0 20 26.2
 BO0493;UTM  14      - 3,378,371.674   308,619.800   MT  1.00005185   -1 00 48.0
 BO0493
 BO0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0493!SPC TX C     -   0.99989124  x   0.99991645  =   0.99980770
 BO0493!UTM  14      -   0.99989124  x   1.00005185  =   0.99994309
 BO0493
 BO0493|---------------------------------------------------------------------|
 BO0493| PID    Reference Object                     Distance      Geod. Az  |
 BO0493|                                                           dddmmss.s |
 BO0493| CV4040 FRIEND RM 1                          18.996 METERS 00541     |
 BO0493| CV4039 FRIEND AZ MK                                       1653546.4 |
 BO0493| CV4041 FRIEND RM 2                          13.928 METERS 23537     |
 BO0493|---------------------------------------------------------------------|
 BO0493
 BO0493                          SUPERSEDED SURVEY CONTROL
 BO0493
 BO0493  NAD 83(1986)-  30 31 20.82356(N)    100 59 40.64021(W) AD(       ) 2
 BO0493  NAD 27      -  30 31 20.17400(N)    100 59 39.27300(W) AD(       ) 2
 BO0493
 BO0493.Superseded values are not recommended for survey control.
 BO0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0493.See file dsdata.txt to determine how the superseded data were derived.
 BO0493
 BO0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU0862078372(NAD 83)
 BO0493_MARKER: DD = SURVEY DISK
 BO0493_SETTING: 66 = SET IN ROCK OUTCROP
 BO0493
 BO0493  HISTORY     - Date     Condition        Report By
 BO0493  HISTORY     - 1943     MONUMENTED       CGS
 BO0493  HISTORY     - 1944     SEE DESCRIPTION  CGS
 BO0493  HISTORY     - 1964     GOOD             CGS
 BO0493
 BO0493                          STATION DESCRIPTION
 BO0493
 BO0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0493'STATION IS LOCATED BY AIR LINE DISTANCES, ABOUT 18 MILES SE OF
 BO0493'OZONA, 23 MILES W OF SONORA, ON THE FRANK FRIEND RANCH, AND
 BO0493'ABOUT 2 MILES N OF THE RANCH HOUSE.  IT IS ON A LOW, BRUSHY,
 BO0493'N-S RIDGE, ABOUT 1/2 MILE NNW OF A WINDMILL AND CORRALS, AND
 BO0493'ABOUT 150 YARDS W OF A N-S FENCE.
 BO0493'
 BO0493'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 BO0493'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS
 BO0493'STAMPED FRIEND 1943.
 BO0493'
 BO0493'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 BO0493'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS
 BO0493'STAMPED FRIEND NO 1 1943.
 BO0493'
 BO0493'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 BO0493'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS
 BO0493'STAMPED FRIEND NO 2 1943.
 BO0493'
 BO0493'AZIMUTH MARK IS ABOUT 75 YARDS NW OF THE WINDMILL, 65 FEET
 BO0493'W OF A N-S FENCELINE, AND 80 FEET WSW OF THE FENCE CORNER, ON
 BO0493'THE SHOULDER OF THE RIDGE.  IT IS A BRONZE AZIMUTH DISK
 BO0493'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 BO0493'GROUND.  IT IS STAMPED FRIEND 1943.
 BO0493'
 BO0493'TO REACH STATION FROM OZONA, GO E ON U.S. HIGHWAY 290 FOR
 BO0493'6.5 MILES TO CROSSROADS, AT A BUMPER GATE ON THE LEFT (N) SIDE
 BO0493'OF HIGHWAY, AND A WATER TROUGH ON EACH SIDE OF HIGHWAY.  TURN
 BO0493'RIGHT ON THIS DIRT ROAD AND GO S, PASSING WINDMILL ON RIGHT
 BO0493'AND RANCH BUILDINGS ON LEFT 1/2 MILE FROM HIGHWAY, FOR 2.7
 BO0493'MILES.  TAKE RIGHT FORK 3.5 MILES, TAKE LEFT FORK THROUGH
 BO0493'BUMPER GATE AND FOLLOW ROAD S 8.5 MILES TO ROAD FORKING RIGHT
 BO0493'THROUGH A BUMPER GATE.  KEEP LEFT FORK HERE FOR 0.3 MILE TO A
 BO0493'DIM ROAD LEADING LEFT JUST BEFORE MAIN ROAD PASSES THROUGH
 BO0493'TWO BUMPER GATES AT THE FRANK FRIEND RANCH HOUSE.  TURN LEFT
 BO0493'ON THIS SECONDARY ROAD AND FOLLOW IT N (NE) UP DRAW AND
 BO0493'OUT ON TOP OF RIDGE FOR 1.3 MILES TO A WIRE GATE.  PASS
 BO0493'THROUGH THIS GATE AND TAKE EXTREME LEFT HAND ONE OF SEVERAL
 BO0493'ROADS, KEEPING TO TOP OF RIDGE ON LEFT, FOR 1.5 MILES TO A
 BO0493'WINDMILL AND CORRALS.  PASS THROUGH THE CORRALS, THEN
 BO0493'DRIVE CROSS COUNTRY, NW, AROUND END OF DRAW AND TO TOP OF
 BO0493'HILL, 0.5 MILE.  STATION IS HERE NEAR THE N END OF THE LOW
 BO0493'RIDGE.
 BO0493'
 BO0493'HEIGHT OF LIGHT ABOVE STATION MARK - 8 METERS.
 BO0493
 BO0493                          STATION RECOVERY (1944)
 BO0493
 BO0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0493'STATION IS 23 MILES WSW OF SONORA AND 11 MILES S OF U.S. HIGHWAY
 BO0493'290.  IT IS ON A BRUSHY, ROCKY, N-S RIDGE.
 BO0493'
 BO0493'ALL MARKS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 BO0493'
 BO0493'AZIMUTH MARK IS ABOUT 75 YARDS N OF THE WINDMILL.
 BO0493'
 BO0493'SMALL AMOUNT OF CLEARING OF BRUSH AT STATION REQUIRED TO
 BO0493'SEE THESE OBJECTS FROM GROUND.
 BO0493'
 BO0493'50-FOOT SIGNAL USED.  37-FOOT ADEQUATE.
 BO0493
 BO0493                          STATION RECOVERY (1964)
 BO0493
 BO0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FWB)
 BO0493'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION TO FRIEND
 BO0493'OK, EXCEPT FRIEND RANCH HOUSE IS GONE.  OILWELL RD. GOES TO
 BO0493'WINDMILL AND CORRALLS AT TOP OF HILL.  AZIMUTH MARK IS 400 FT
 BO0493'SW OF OLD WELL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6421 ***********************************************************************
 AW6421  DESIGNATION -  FRIENDSWOOD MUN WATER TANK
 AW6421  PID         -  AW6421
 AW6421  STATE/COUNTY-  TX/GALVESTON
 AW6421  USGS QUAD   -  FRIENDSWOOD (1995)
 AW6421
 AW6421                         *CURRENT SURVEY CONTROL
 AW6421  ___________________________________________________________________
 AW6421* NAD 83(1993)-  29 31 47.57915(N)    095 11 58.67896(W)     ADJUSTED  
 AW6421* NAVD 88     -                                                        
 AW6421  ___________________________________________________________________
 AW6421  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW6421  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW6421
 AW6421  HORZ ORDER  -  THIRD
 AW6421
 AW6421.The horizontal coordinates were established by classical geodetic methods
 AW6421.and adjusted by the National Geodetic Survey in February 1996..
 AW6421
 AW6421
 AW6421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6421
 AW6421.The geoid height was determined by GEOID03.
 AW6421
 AW6421;                    North         East     Units Scale Factor Converg.
 AW6421;SPC TXSC     - 4,194,007.116   968,286.150   MT  0.99986901   +1 51 42.7
 AW6421;SPC TXSC     -13,759,838.35  3,176,785.48   sFT  0.99986901   +1 51 42.7
 AW6421;UTM  15      - 3,268,711.870   286,830.573   MT  1.00016072   -1 05 04.4
 AW6421
 AW6421                          SUPERSEDED SURVEY CONTROL
 AW6421
 AW6421  NAD 83(1986)-  29 31 47.59439(N)    095 11 58.65848(W) AD(       ) 4
 AW6421  NAD 27      -  29 31 46.75081(N)    095 11 57.89511(W) AD(       ) 3
 AW6421
 AW6421.Superseded values are not recommended for survey control.
 AW6421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6421.See file dsdata.txt to determine how the superseded data were derived.
 AW6421
 AW6421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8683168712(NAD 83)
 AW6421_MARKER: 53 = ELEVATED TANK
 AW6421
 AW6421  HISTORY     - Date     Condition        Report By
 AW6421  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6421  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 AW6421
 AW6421                          STATION DESCRIPTION
 AW6421
 AW6421'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6421'THE STATION IS LOCATED AT 109 WILLOWICK STREET IN FRIENDSWOOD.
 AW6421'
 AW6421'THE TANK IS PAINTED SILVER AND IS SUPPORTED BY 3 STEEL LEGS AND
 AW6421'HAS THE LETTERING FRIENDSWOOD IN BLACK.  THE OVER-ALL HEIGHT IS
 AW6421'145 FEET.
 AW6421'
 AW6421'THE POINT INTERSECTED WAS THE CENTER OF THE CAP ATOP THE TANK.
 AW6421
 AW6421                          STATION RECOVERY (1994)
 AW6421
 AW6421'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0993 ***********************************************************************
 CD0993  DESIGNATION -  FRIJOLE
 CD0993  PID         -  CD0993
 CD0993  STATE/COUNTY-  TX/CULBERSON
 CD0993  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0993
 CD0993                         *CURRENT SURVEY CONTROL
 CD0993  ___________________________________________________________________
 CD0993* NAD 83(1993)-  31 55 49.84267(N)    104 48 35.70052(W)     ADJUSTED  
 CD0993* NAVD 88     -      2515.     (meters)    8251.     (feet)  SCALED    
 CD0993  ___________________________________________________________________
 CD0993  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 CD0993  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 CD0993
 CD0993  HORZ ORDER  -  THIRD
 CD0993
 CD0993.The horizontal coordinates were established by classical geodetic methods
 CD0993.and adjusted by the National Geodetic Survey in February 1996..
 CD0993
 CD0993.The orthometric height was scaled from a topographic map.
 CD0993
 CD0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0993
 CD0993.The geoid height was determined by GEOID03.
 CD0993
 CD0993;                    North         East     Units Scale Factor Converg.
 CD0993;SPC TX C     - 3,259,488.446   276,783.590   MT  1.00001301   -2 18 20.5
 CD0993;SPC TX C     -10,693,838.34    908,080.83   sFT  1.00001301   -2 18 20.5
 CD0993;UTM  13      - 3,532,749.262   517,967.915   MT  0.99960398   +0 06 01.9
 CD0993
 CD0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0993!SPC TX C     -   0.99960883  x   1.00001301  =   0.99962183
 CD0993!UTM  13      -   0.99960883  x   0.99960398  =   0.99921296
 CD0993
 CD0993:                Primary Azimuth Mark                     Grid Az
 CD0993:SPC TX C     -  EL CAPITAN                               230 17 24.3
 CD0993:UTM  13      -  EL CAPITAN                               227 53 01.9
 CD0993
 CD0993|---------------------------------------------------------------------|
 CD0993| PID    Reference Object                     Distance      Geod. Az  |
 CD0993|                                                           dddmmss.s |
 CD0993| CD0994 EL CAPITAN                          APPROX. 6.5 KM 2275903.8 |
 CD0993|---------------------------------------------------------------------|
 CD0993
 CD0993                          SUPERSEDED SURVEY CONTROL
 CD0993
 CD0993  NAD 83(1993)-  31 55 49.84321(N)    104 48 35.69966(W) AD(       ) 3
 CD0993  NAD 83(1986)-  31 55 49.84389(N)    104 48 35.69933(W) AD(       ) 3
 CD0993  NAD 27      -  31 55 49.43653(N)    104 48 33.88983(W) AD(       ) 3
 CD0993
 CD0993.Superseded values are not recommended for survey control.
 CD0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0993.See file dsdata.txt to determine how the superseded data were derived.
 CD0993
 CD0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER1796832749(NAD 83)
 CD0993_MARKER: DD = SURVEY DISK
 CD0993_SETTING: 66 = SET IN ROCK OUTCROP
 CD0993_SP_SET: SET IN ROCK OUTCROP
 CD0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0993+STABILITY: POSITION/ELEVATION WELL
 CD0993
 CD0993  HISTORY     - Date     Condition        Report By
 CD0993  HISTORY     - 1932     MONUMENTED       USGS
 CD0993
 CD0993                          STATION DESCRIPTION
 CD0993
 CD0993'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 CD0993'ON E. RIM OF THE GUADALUPE MOUNTAINS, ABOUT 1.25 MI. NW. OF FRIJOLE
 CD0993'POST OFFICE.  APPROXIMATELY 0.5 MI. NW. OF SMITH SPRING.  ON A ROCK
 CD0993'POINT ABOUT 200 FT. SE. OF HIGHEST PART OF A WOODED FLAT-TOPPED HILL.
 CD0993'A FORK OF MCKITTRICK CANYON HEADS JUST W. OF STATION.  STATION IS BEST
 CD0993'REACHED FROM FRIJOLE BY CAR TO SMITH SPRING.  CLIMB FIRST RIDGE N. OF
 CD0993'SMITH CANYON, WHICH TOPS OUT AT STATION.
 CD0993'
 CD0993'STATION MARK--STANDARD TABLET CEMENTED IN A LARGE ROCK, STAMPED ---R
 CD0993'1932---.
 CD0993'
 CD0993'REFERENCE MARK NO. 1--A 14 IN. BALSAM PINE WITH A COPPER NAIL AND
 CD0993'WASHER IN THE CENTER OF A TRIANGULAR BLAZE, LOCATED 67.9 FT. FROM THE
 CD0993'STATION MARK, S 57 DEG 22 MIN E.
 CD0993'
 CD0993'REFERENCE MARK NO. 2--A 12 IN. PONDEROSA PINE WITH A COPPER NAIL AND
 CD0993'WASHER IN THE CENTER OF A TRIANGULAR BLAZE, LOCATED 112.7 FT. FROM THE
 CD0993'STATION MARK, S 42 DEG 39 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0642 ***********************************************************************
 AO0642  DESIGNATION -  FRIO
 AO0642  PID         -  AO0642
 AO0642  STATE/COUNTY-  TX/LA SALLE
 AO0642  USGS QUAD   -  ZELLA (1968)
 AO0642
 AO0642                         *CURRENT SURVEY CONTROL
 AO0642  ___________________________________________________________________
 AO0642* NAD 83(1993)-  28 30 06.98493(N)    098 52 08.92801(W)     ADJUSTED  
 AO0642* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 AO0642  ___________________________________________________________________
 AO0642  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AO0642  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AO0642
 AO0642  HORZ ORDER  -  THIRD
 AO0642
 AO0642.The horizontal coordinates were established by classical geodetic methods
 AO0642.and adjusted by the National Geodetic Survey in February 1996..
 AO0642
 AO0642.The orthometric height was scaled from a topographic map.
 AO0642
 AO0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0642
 AO0642.The geoid height was determined by GEOID03.
 AO0642
 AO0642;                    North         East     Units Scale Factor Converg.
 AO0642;SPC TXSC     - 4,074,109.153   612,810.433   MT  0.99996807   +0 03 50.8
 AO0642;SPC TXSC     -13,366,473.11  2,010,528.90   sFT  0.99996807   +0 03 50.8
 AO0642;UTM  14      - 3,152,813.881   512,805.727   MT  0.99960202   +0 03 44.8
 AO0642
 AO0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0642!SPC TXSC     -   0.99998685  x   0.99996807  =   0.99995492
 AO0642!UTM  14      -   0.99998685  x   0.99960202  =   0.99958887
 AO0642
 AO0642|---------------------------------------------------------------------|
 AO0642| PID    Reference Object                     Distance      Geod. Az  |
 AO0642|                                                           dddmmss.s |
 AO0642| CV4046 FRIO RM 1                            16.388 METERS 05014     |
 AO0642| CV4045 FRIO AZ MK                                         0914208.8 |
 AO0642| CV4047 FRIO RM 2                            19.844 METERS 29943     |
 AO0642|---------------------------------------------------------------------|
 AO0642
 AO0642                          SUPERSEDED SURVEY CONTROL
 AO0642
 AO0642  NAD 83(1986)-  28 30 06.98644(N)    098 52 08.90469(W) AD(       ) 3
 AO0642  NAD 27      -  28 30 06.01800(N)    098 52 07.80900(W) AD(       ) 3
 AO0642
 AO0642.Superseded values are not recommended for survey control.
 AO0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0642.See file dsdata.txt to determine how the superseded data were derived.
 AO0642
 AO0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS1280652814(NAD 83)
 AO0642_MARKER: DS = TRIANGULATION STATION DISK
 AO0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0642
 AO0642  HISTORY     - Date     Condition        Report By
 AO0642  HISTORY     - 1953     MONUMENTED       CGS
 AO0642
 AO0642                          STATION DESCRIPTION
 AO0642
 AO0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0642'THE STATION IS LOCATED ABOUT 7.5 MILES EAST OF LOS ANGELES,
 AO0642'6 MILES NORTHWEST OF FOWLERTON AND ON THE NORTH RIGHT OF
 AO0642'WAY OF AN EAST-WEST GRADED DIRT ROAD.  IT IS ON LA SALLE
 AO0642'COUNTY PROPERTY.
 AO0642'
 AO0642'TO REACH THE STATION FROM THE RAILROAD STATION IN FOWLERTON,
 AO0642'GO NORTH ON STATE HIGHWAY 97 FOR 2.5 MILES TO JUNCTION WITH
 AO0642'FARM ROAD 63.  CONTINUE NORTH ON HIGHWAY 97 FOR 0.45 MILE TO
 AO0642'CROSSROADS, TURN LEFT, CROSS RAILROAD TRACKS AND FOLLOW
 AO0642'GRADED DIRT ROAD WEST FOR 4 MILES TO A CATTLE GUARD AND THE
 AO0642'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON GRADED DIRT
 AO0642'ROAD 0.3 MILE TO A DIM SIDE ROAD RIGHT AND THE STATION SITE
 AO0642'ON RIGHT.
 AO0642'
 AO0642'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AO0642'POST PROJECTING 4 INCHES.  IT IS 47 FEET NORTH OF THE CENTER
 AO0642'OF THE GRADED DIRT ROAD, 43 FEET WEST OF A FENCE CORNER, 4 FEET
 AO0642'EAST OF A WITNESS POST AND IS STAMPED FRIO 1953.
 AO0642'
 AO0642'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AO0642'CONCRETE POST PROJECTING 4 INCHES.  IT IS 72 FEET NORTH
 AO0642'OF THE CENTER OF A DIRT ROAD, 45 FEET NORTH OF A FENCE CORNER
 AO0642'AND 1.0 FOOT WEST OF A FENCE LINE.  IT IS STAMPED FRIO NO
 AO0642'1 1953.
 AO0642'
 AO0642'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AO0642'CONCRETE POST PROJECTING 4 INCHES.  IT IS 73 FEET NORTH OF
 AO0642'THE CENTER OF A DIRT ROAD AND IS STAMPED FRIO NO 2 1953.
 AO0642'
 AO0642'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AO0642'POST PROJECTING 6 INCHES.  IT IS 25 FEET SOUTH OF THE SOUTH
 AO0642'EDGE OF A GRADED DIRT ROAD AND CATTLE GUARD, 4 FEET NORTH
 AO0642'OF A WITNESS POST, 2 FEET WEST OF A FENCE LINE AND IS STAMPED
 AO0642'FRIO 1953.
 AO0642'
 AO0642'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0659 ***********************************************************************
 AO0659  DESIGNATION -  FRIO
 AO0659  PID         -  AO0659
 AO0659  STATE/COUNTY-  TX/FRIO
 AO0659  USGS QUAD   -  HALFF RANCH (1964)
 AO0659
 AO0659                         *CURRENT SURVEY CONTROL
 AO0659  ___________________________________________________________________
 AO0659* NAD 83(1993)-  28 55 47.35025(N)    099 12 48.10789(W)     ADJUSTED  
 AO0659* NAVD 88     -       179.1    (meters)     588.     (feet)  VERTCON   
 AO0659  ___________________________________________________________________
 AO0659  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AO0659  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AO0659
 AO0659  HORZ ORDER  -  FIRST
 AO0659
 AO0659.The horizontal coordinates were established by classical geodetic methods
 AO0659.and adjusted by the National Geodetic Survey in February 1996..
 AO0659
 AO0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0659
 AO0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0659
 AO0659.The geoid height was determined by GEOID03.
 AO0659
 AO0659;                    North         East     Units Scale Factor Converg.
 AO0659;SPC TXSC     - 4,121,539.658   579,198.425   MT  0.99988806   -0 06 16.3
 AO0659;SPC TXSC     -13,522,084.69  1,900,253.50   sFT  0.99988806   -0 06 16.3
 AO0659;UTM  14      - 3,200,228.991   479,204.381   MT  0.99960534   -0 06 11.6
 AO0659
 AO0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0659!SPC TXSC     -   0.99997564  x   0.99988806  =   0.99986370
 AO0659!UTM  14      -   0.99997564  x   0.99960534  =   0.99958099
 AO0659
 AO0659|---------------------------------------------------------------------|
 AO0659| PID    Reference Object                     Distance      Geod. Az  |
 AO0659|                                                           dddmmss.s |
 AO0659| CV4042 FRIO RM 1                            26.890 METERS 04638     |
 AO0659| AO0650 PEARSALL METHODIST CH SPIRE         APPROX.12.6 KM 1110816.9 |
 AO0659| AO0649 PEARSALL FRIO CO CTHSE SPIRE        APPROX.12.6 KM 1112251.4 |
 AO0659| AO0655 MELON BAPTIST CHURCH SPIRE          APPROX.13.7 KM 1342609.3 |
 AO0659| CV4043 FRIO RM 2                            25.257 METERS 15932     |
 AO0659| CV4044 FRIO RM 3                            24.418 METERS 28026     |
 AO0659| AY2025 SECO                                APPROX.17.0 KM 3583202.7 |
 AO0659|---------------------------------------------------------------------|
 AO0659
 AO0659                          SUPERSEDED SURVEY CONTROL
 AO0659
 AO0659  NAD 83(1986)-  28 55 47.35061(N)    099 12 48.08868(W) AD(       ) 1
 AO0659  NAD 27      -  28 55 46.46100(N)    099 12 46.96200(W) AD(       ) 1
 AO0659  NGVD 29 (07/28/98)  179.0    (m)          587.     (f) VERT ANG       
 AO0659
 AO0659.Superseded values are not recommended for survey control.
 AO0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0659.See file dsdata.txt to determine how the superseded data were derived.
 AO0659
 AO0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT7920400229(NAD 83)
 AO0659_MARKER: DS = TRIANGULATION STATION DISK
 AO0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0659_PROJECTION: FLUSH
 AO0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0659+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 AO0659
 AO0659  HISTORY     - Date     Condition        Report By
 AO0659  HISTORY     - 1935     MONUMENTED       CGS
 AO0659  HISTORY     - 1937     GOOD             TXHD
 AO0659  HISTORY     - 1974     GOOD             USGS
 AO0659  HISTORY     - 1974     GOOD             USGS
 AO0659  HISTORY     - 20030910 GOOD             USPSQD
 AO0659
 AO0659                          STATION DESCRIPTION
 AO0659
 AO0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0659'STATION IS LOCATED ON LAND OF HALFF AND OPPENHEIMER, 7.5 MILES
 AO0659'WNW OF PEARSALL, AND 8.25 MILES SE OF FRIO TOWN, ON TOP OF A
 AO0659'VERY FLAT RIDGE LYING TO THE W OF FRIO RIVER AT ITS JUNCTION
 AO0659'WITH HONDO CREEK.  IT IS 21 FEET E OF A N AND S PASTURE ROAD.
 AO0659'
 AO0659'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AO0659'DISKS SET IN CONCRETE.
 AO0659'
 AO0659'REFERENCE MARK NO. 1 IS NE OF STATION AND 60 FEET E OF CENTER
 AO0659'LINE OF N AND S ROAD.
 AO0659'
 AO0659'REFERENCE MARK NO. 2 IS SE OF STATION AND 81 FEET E OF CENTER
 AO0659'LINE OF N AND S ROAD.
 AO0659'
 AO0659'REFERENCE MARK NO. 3 IS W OF STATION AND 59.5 FEET W OF CENTER
 AO0659'LINE OF N AND S ROAD.
 AO0659'
 AO0659'REACHED FROM WINTERS AUTO COMPANY IN PEARSALL BY GOING W ON
 AO0659'FRIO TOWN ROAD FOR 0.6 MILE TO ROAD FORK, TAKE RIGHT FORK AND GO
 AO0659'8.05 MILES OR 0.55 MILE AFTER CROSSING THROUGH SECOND TRUSS
 AO0659'BRIDGE, THEN TURN LEFT (S) THROUGH GATE, AT HOUSE AND SERVICE
 AO0659'STATION ON RIGHT, AND GO 0.15 MILE, TAKE RIGHT FORK FOR 0.45
 AO0659'MILE, TURN RIGHT THROUGH GATE THEN LEFT FOR 0.05 MILE AND TAKE
 AO0659'LEFT FORK FOR 1.05 MILES OR 0.55 MILE AFTER PASSING THROUGH
 AO0659'GATE AT U.S.G.S. MARK, TO TOP OF LIGHT GRADE AND STATION.
 AO0659'
 AO0659'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AO0659
 AO0659                          STATION RECOVERY (1937)
 AO0659
 AO0659'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AO0659'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 AO0659'AS DESCRIBED.  DIRECTIONS FOR REACHING STATION ARE GOOD.
 AO0659
 AO0659                          STATION RECOVERY (1974)
 AO0659
 AO0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RJP)
 AO0659'TO REACH FROM THE POST OFFICE IN PEARSALL, GO SOUTH TO FM
 AO0659'140 AND THEN 8 MI WEST TO A GATE ON THE LEFT.  PASS SOUTH THRU
 AO0659'GATE 0.3 MI TO RD FORK, TAKE RIGHT FORK 0.7 MI SOUTH, GO WEST
 AO0659'THRU GATE 0.7 MI TO STATION ON LEFT.
 AO0659
 AO0659                          STATION RECOVERY (1974)
 AO0659
 AO0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0659'DESCRIPTION AND POSITION LISTED IN NGS QUAD 28099-1, STATION 1006.
 AO0659'RECOVERED BY USGS IN 1974 AND REDESCRIBED AS FOLLOWS
 AO0659'TO REACH FROM THE POST OFFICE IN PEARSALL, GO S. TO F. M. 140 AND THEN
 AO0659'8 MI. W. TO A GATE ON THE LEFT.  PASS S. THRU GATE 0.3 MI. TO RD.
 AO0659'FORK, TAKE RIGHT FORK 0.7 MI. S., GO W. THRU GATE 0.7 MI. TO STATION
 AO0659'ON LEFT.
 AO0659'STATION MARK--STANDARD BRONZE DISK SET IN CONCRETE.
 AO0659
 AO0659                          STATION RECOVERY (2003)
 AO0659
 AO0659'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2324 ***********************************************************************
 AH2324  DESIGNATION -  FRIONA ET
 AH2324  PID         -  AH2324
 AH2324  STATE/COUNTY-  TX/PARMER
 AH2324  USGS QUAD   -  FRIONA (1980)
 AH2324
 AH2324                         *CURRENT SURVEY CONTROL
 AH2324  ___________________________________________________________________
 AH2324* NAD 83(1993)-  34 37 58.09083(N)    102 43 13.71556(W)     ADJUSTED  
 AH2324* NAVD 88     -      1223.     (meters)    4012.     (feet)  SCALED    
 AH2324  ___________________________________________________________________
 AH2324  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AH2324  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AH2324
 AH2324  HORZ ORDER  -  THIRD
 AH2324
 AH2324.The horizontal coordinates were established by classical geodetic methods
 AH2324.and adjusted by the National Geodetic Survey in July 1998..
 AH2324
 AH2324.The orthometric height was scaled from a topographic map.
 AH2324
 AH2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2324
 AH2324.The geoid height was determined by GEOID03.
 AH2324
 AH2324;                    North         East     Units Scale Factor Converg.
 AH2324;SPC TX N     - 1,070,893.352    88,091.895   MT  1.00000403   -0 42 26.3
 AH2324;SPC TX N     - 3,513,422.61    289,014.83   sFT  1.00000403   -0 42 26.3
 AH2324;UTM  13      - 3,834,686.576   708,954.919   MT  1.00013819   +1 17 45.4
 AH2324
 AH2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2324!SPC TX N     -   0.99981202  x   1.00000403  =   0.99981605
 AH2324!UTM  13      -   0.99981202  x   1.00013819  =   0.99995018
 AH2324
 AH2324                          SUPERSEDED SURVEY CONTROL
 AH2324
 AH2324.No superseded survey control is available for this station.
 AH2324
 AH2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU0895534687(NAD 83)
 AH2324_MARKER: DS = TRIANGULATION STATION DISK
 AH2324
 AH2324  HISTORY     - Date     Condition        Report By
 AH2324  HISTORY     - 1965     MONUMENTED       USGS
 AH2324
 AH2324                          STATION DESCRIPTION
 AH2324
 AH2324'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH2324'AT FRIONA, ON TOP OF NE. ONE OF TWO HEADER HOUSES OF THE FRIONA WHEAT
 AH2324'GROWERS ELEVATOR, 11.0 FT. SSE. OF NNW. EDGE AND 10.1 FT. ENE. OF WSW.
 AH2324'EDGE OF HEADER HOUSE ROOF.
 AH2324'STATION MARK--STANDARD USGS TABLET STAMPED---FRIONA-ET 1965---, SET IN
 AH2324'CONCRETE ROOF.
 AH2324'AZIMUTH MARK NO. 1--AIRCRAFT WARNING LIGHT ON NW. ONE OF THREE GRAIN
 AH2324'ELEVATOR LEGS APPROXIMATELY 1.75 MI. SW. OF STATION IN DIRECTION 57
 AH2324'DEGREES 34 MINUTES 58.48 SECONDS.
 AH2324'AZIMUTH MARK NO. 2--THE N. ONE OF TWO RADIO MASTS APPROXIMATELY 1.5
 AH2324'MI. NNW. OF STATION IN DIRECTION 167 DEGREES 51 MINUTES 13.22 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0647 ***********************************************************************
 EO0647  DESIGNATION -  FRIONA HIGH SCHOOL STACK
 EO0647  PID         -  EO0647
 EO0647  STATE/COUNTY-  TX/PARMER
 EO0647  USGS QUAD   -  FRIONA (1980)
 EO0647
 EO0647                         *CURRENT SURVEY CONTROL
 EO0647  ___________________________________________________________________
 EO0647* NAD 83(1993)-  34 38 23.34694(N)    102 43 10.36984(W)     ADJUSTED  
 EO0647* NAVD 88     -                                                        
 EO0647  ___________________________________________________________________
 EO0647  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 EO0647  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 EO0647
 EO0647  HORZ ORDER  -  THIRD
 EO0647
 EO0647.The horizontal coordinates were established by classical geodetic methods
 EO0647.and adjusted by the National Geodetic Survey in February 1996..
 EO0647
 EO0647
 EO0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0647
 EO0647.The geoid height was determined by GEOID03.
 EO0647
 EO0647;                    North         East     Units Scale Factor Converg.
 EO0647;SPC TX N     - 1,071,670.510    88,186.706   MT  1.00000238   -0 42 24.4
 EO0647;SPC TX N     - 3,515,972.33    289,325.88   sFT  1.00000238   -0 42 24.4
 EO0647;UTM  13      - 3,835,466.679   709,022.513   MT  1.00013854   +1 17 48.2
 EO0647
 EO0647                          SUPERSEDED SURVEY CONTROL
 EO0647
 EO0647  NAD 83(1993)-  34 38 23.34958(N)    102 43 10.36609(W) AD(       ) 4
 EO0647  NAD 83(1986)-  34 38 23.35503(N)    102 43 10.35949(W) AD(       ) 4
 EO0647  NAD 27      -  34 38 23.11000(N)    102 43 08.58000(W) AD(       ) 3
 EO0647
 EO0647.Superseded values are not recommended for survey control.
 EO0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0647.See file dsdata.txt to determine how the superseded data were derived.
 EO0647
 EO0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU0902335467(NAD 83)
 EO0647_MARKER: 63 = STACK
 EO0647
 EO0647  HISTORY     - Date     Condition        Report By
 EO0647  HISTORY     - 1934     FIRST OBSERVED   CGS
 EO0647
 EO0647                          STATION DESCRIPTION
 EO0647
 EO0647'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0646 ***********************************************************************
 EO0646  DESIGNATION -  FRIONA WATER TANK
 EO0646  PID         -  EO0646
 EO0646  STATE/COUNTY-  TX/PARMER
 EO0646  USGS QUAD   -  FRIONA (1980)
 EO0646
 EO0646                         *CURRENT SURVEY CONTROL
 EO0646  ___________________________________________________________________
 EO0646* NAD 83(1993)-  34 38 14.33497(N)    102 42 54.65952(W)     ADJUSTED  
 EO0646* NAVD 88     -      1225.     (meters)    4019.     (feet)  SCALED    
 EO0646  ___________________________________________________________________
 EO0646  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 EO0646  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 EO0646
 EO0646  HORZ ORDER  -  THIRD
 EO0646
 EO0646.The horizontal coordinates were established by classical geodetic methods
 EO0646.and adjusted by the National Geodetic Survey in July 1998..
 EO0646
 EO0646.The orthometric height was scaled from a topographic map.
 EO0646
 EO0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0646
 EO0646.The geoid height was determined by GEOID03.
 EO0646
 EO0646;                    North         East     Units Scale Factor Converg.
 EO0646;SPC TX N     - 1,071,387.900    88,583.381   MT  1.00000296   -0 42 15.3
 EO0646;SPC TX N     - 3,515,045.14    290,627.31   sFT  1.00000296   -0 42 15.3
 EO0646;UTM  13      - 3,835,198.072   709,428.881   MT  1.00014063   +1 17 56.8
 EO0646
 EO0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0646!SPC TX N     -   0.99981171  x   1.00000296  =   0.99981467
 EO0646!UTM  13      -   0.99981171  x   1.00014063  =   0.99995231
 EO0646
 EO0646                          SUPERSEDED SURVEY CONTROL
 EO0646
 EO0646  NAD 83(1993)-  34 38 14.33497(N)    102 42 54.65952(W) AD(       ) 4
 EO0646  NAD 83(1993)-  34 38 14.33758(N)    102 42 54.65569(W) AD(       ) 4
 EO0646  NAD 83(1986)-  34 38 14.34322(N)    102 42 54.64926(W) AD(       ) 4
 EO0646  NAD 27      -  34 38 14.10000(N)    102 42 52.87000(W) AD(       ) 3
 EO0646
 EO0646.Superseded values are not recommended for survey control.
 EO0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0646.See file dsdata.txt to determine how the superseded data were derived.
 EO0646
 EO0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU0942935198(NAD 83)
 EO0646_MARKER: 51 = TANK
 EO0646
 EO0646  HISTORY     - Date     Condition        Report By
 EO0646  HISTORY     - 1934     FIRST OBSERVED   CGS
 EO0646
 EO0646                          STATION DESCRIPTION
 EO0646
 EO0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0646'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34102-4, STATION 1009.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0359 ***********************************************************************
 DN0359  DESIGNATION -  FRISCO
 DN0359  PID         -  DN0359
 DN0359  STATE/COUNTY-  TX/COLLIN
 DN0359  USGS QUAD   -  FRISCO (1981)
 DN0359
 DN0359                         *CURRENT SURVEY CONTROL
 DN0359  ___________________________________________________________________
 DN0359* NAD 83(1993)-  33 08 59.65103(N)    096 48 49.74327(W)     ADJUSTED  
 DN0359* NAVD 88     -       225.249  (meters)     739.00   (feet)  ADJUSTED  
 DN0359  ___________________________________________________________________
 DN0359  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 DN0359  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DN0359  DYNAMIC HT  -         225.000 (meters)     738.19  (feet)  COMP
 DN0359  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 DN0359
 DN0359  HORZ ORDER  -  SECOND
 DN0359  VERT ORDER  -  SECOND    CLASS 0
 DN0359
 DN0359.The horizontal coordinates were established by classical geodetic methods
 DN0359.and adjusted by the National Geodetic Survey in February 1996..
 DN0359
 DN0359.The orthometric height was determined by differential leveling
 DN0359.and adjusted by the National Geodetic Survey in June 1991..
 DN0359
 DN0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0359
 DN0359.The geoid height was determined by GEOID03.
 DN0359
 DN0359.The dynamic height is computed by dividing the NAVD 88
 DN0359.geopotential number by the normal gravity value computed on the
 DN0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0359.degrees latitude (g = 980.6199 gals.).
 DN0359
 DN0359.The modeled gravity was interpolated from observed gravity values.
 DN0359
 DN0359;                    North         East     Units Scale Factor Converg.
 DN0359;SPC TXNC     - 2,165,738.201   757,285.596   MT  0.99987409   +0 55 10.7
 DN0359;SPC TXNC     - 7,105,426.08  2,484,527.83   sFT  0.99987409   +0 55 10.7
 DN0359;UTM  14      - 3,670,033.198   703,898.049   MT  1.00011262   +1 11 45.2
 DN0359
 DN0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0359!SPC TXNC     -   0.99996873  x   0.99987409  =   0.99984283
 DN0359!UTM  14      -   0.99996873  x   1.00011262  =   1.00008135
 DN0359
 DN0359:                Primary Azimuth Mark                     Grid Az
 DN0359:SPC TXNC     -  FRISCO AZ MK                             093 00 01.8
 DN0359:UTM  14      -  FRISCO AZ MK                             092 43 27.3
 DN0359
 DN0359|---------------------------------------------------------------------|
 DN0359| PID    Reference Object                     Distance      Geod. Az  |
 DN0359|                                                           dddmmss.s |
 DN0359| DN0360 FRISCO AZ MK                                       0935512.5 |
 DN0359| CY1911 FRISCO RM 1                          25.132 METERS 16404     |
 DN0359| DN1163 FRISCO MUNICIPAL TANK               APPROX. 0.8 KM 2661346.7 |
 DN0359| DN0358 FRISCO RM 2                          23.819 METERS 26748     |
 DN0359|---------------------------------------------------------------------|
 DN0359
 DN0359                          SUPERSEDED SURVEY CONTROL
 DN0359
 DN0359  NAD 83(1993)-  33 08 59.65299(N)    096 48 49.73749(W) AD(       ) 2
 DN0359  NAD 83(1986)-  33 08 59.65721(N)    096 48 49.72926(W) AD(       ) 2
 DN0359  NAD 27      -  33 08 59.23400(N)    096 48 48.72900(W) AD(       ) 2
 DN0359  NGVD 29 (??/??/92)  225.263  (m)          739.05   (f) ADJ UNCH    2 0
 DN0359
 DN0359.Superseded values are not recommended for survey control.
 DN0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0359.See file dsdata.txt to determine how the superseded data were derived.
 DN0359
 DN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0389870033(NAD 83)
 DN0359_MARKER: DS = TRIANGULATION STATION DISK
 DN0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0359_STAMPING: FRISCO 1949
 DN0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0359+STABILITY: SURFACE MOTION
 DN0359
 DN0359  HISTORY     - Date     Condition        Report By
 DN0359  HISTORY     - 1949     MONUMENTED       CGS
 DN0359  HISTORY     - 1954     GOOD             CGS
 DN0359  HISTORY     - 1954     GOOD             NGS
 DN0359  HISTORY     - 1955     GOOD             TXHD
 DN0359  HISTORY     - 1958     MARK NOT FOUND   USGS
 DN0359  HISTORY     - 1960     MARK NOT FOUND   CGS
 DN0359  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 DN0359  HISTORY     - 1988     POOR             USPSQD
 DN0359  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 DN0359  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0359
 DN0359                          STATION DESCRIPTION
 DN0359
 DN0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CL)
 DN0359'STATION IS LOCATED ABOUT 0.5 MILE EAST OF FRISCO ON THE
 DN0359'RIGHT OF WAY OF STATE HIGHWAY 24.  STATION IS 40 FEET NORTH OF THE
 DN0359'CENTERLINE OF HIGHWAY AND AT THE SOUTH EDGE OF A CULTIVATED
 DN0359'FIELD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 DN0359'STAMPED FRISCO 1949.
 DN0359'
 DN0359'REFERENCE MARK NO. 1 IS 40 FEET SOUTH OF THE CENTERLINE OF
 DN0359'HIGHWAY, 8 FEET WEST OF TELEPHONE POLE AND 1 FOOT NORTH OF
 DN0359'FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 DN0359'STAMPED FRISCO NO 1 1949.
 DN0359'
 DN0359'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF THE CENTERLINE OF
 DN0359'HIGHWAY.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 DN0359'STAMPED FRISCO NO 2 1949.
 DN0359'
 DN0359'AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 DN0359'8 FEET WEST OF TELEPHONE POLE AND 2 FEET WEST SOUTHWEST OF
 DN0359'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 DN0359'IS STAMPED FRISCO 1949.
 DN0359'
 DN0359'TO REACH FROM THE POST OFFICE IN FRISCO GO EAST ON STATE
 DN0359'HIGHWAY 24 FOR 0.65 MILE TO TOP OF RISE AND STATION ON LEFT
 DN0359'OR NORTH SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE EAST FOR
 DN0359'0.25 MILE TO AZIMUTH MARK ON RIGHT OR SOUTH SIDE OF HIGHWAY
 DN0359'AS DESCRIBED.
 DN0359'
 DN0359'A 74 FOOT SIGNAL AT STATION ADAMS 1935 IS V.G.
 DN0359'
 DN0359'A 100 FOOT SIGNAL AT STATION POE 1935 IS V.G.
 DN0359'
 DN0359'AN 87 FOOT SIGNAL AT STATION GUMBO IS V.G.
 DN0359'
 DN0359'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 DN0359
 DN0359                          STATION RECOVERY (1954)
 DN0359
 DN0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 DN0359'0.85 MILE EAST ALONG STATE HIGHWAY 24 FROM THE ST. LOUIS,
 DN0359'SAN FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, 39 FEET
 DN0359'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.5 FEET EAST OF A
 DN0359'HIGHWAY RIGHT OF WAY MARKER, 3 FEET WEST OF A WITNESS POST,
 DN0359'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 DN0359'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED FRISCO
 DN0359'1949.
 DN0359'
 DN0359'FRISCO R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS
 DN0359'COVERED BY A LARGE PILE OF HIGHWAY GRAVEL.
 DN0359'
 DN0359'FRISCO R.M. 2 IS 78.6 FEET WEST OF TRIANGULATION STATION
 DN0359'FRISCO 1949, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 DN0359'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 DN0359'IS FLUSH WITH THE GROUND, STAMPED FRISCO NO 2 1949.
 DN0359'
 DN0359'FRISCO 1949 AZIMUTH IS 0.25 MILE EAST OF TRIANGULATION
 DN0359'STATION FRISCO 1949, 86 FEET SOUTHEAST OF THE CENTER LINE
 DN0359'OF THE HIGHWAY, 31 FEET SOUTH OF THE CENTER LINE OF FARM
 DN0359'ROAD 289, 3 FEET WEST OF A WITNESS POST, AN AZIMUTH MARK DISK
 DN0359'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 DN0359'ABOVE THE GROUND, STAMPED FRISCO 1949.
 DN0359
 DN0359                          STATION RECOVERY (1954)
 DN0359
 DN0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 DN0359'0.85 MI E FROM FRISCO.
 DN0359'0.85 MILE EAST ALONG STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0359'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, 39 FEET NORTH OF THE
 DN0359'CENTER LINE OF THE HIGHWAY, 6.5 FEET EAST OF A HIGHWAY RIGHT OF WAY
 DN0359'MARKER, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DN0359'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 DN0359
 DN0359                          STATION RECOVERY (1955)
 DN0359
 DN0359'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN0359'STATION RECOVERED.  STATION IS 39.0 FT NORTH OF CENTERLINE
 DN0359'SH 24 AND ABOUT 0.55 MILES EAST OF CITY OF FRISCO.
 DN0359
 DN0359                          STATION RECOVERY (1958)
 DN0359
 DN0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN0359'STATION IS PROBABLY DESTROYED.  THERE HAS BEEN SOME EXCAVATION
 DN0359'IN THE POSITIONS DESCRIBED FOR THE STATION AND REFERENCE
 DN0359'MARK 2.
 DN0359'
 DN0359'REFERENCE MARK 1 AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.
 DN0359
 DN0359                          STATION RECOVERY (1960)
 DN0359
 DN0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 DN0359'THE SITE OF THIS MARK IS NOW IN A RESIDENTIAL AREA.  A LARGE
 DN0359'STONE RESIDENCE IS ON THE NORTH SIDE OF THE HIGHWAY WHICH HAS
 DN0359'BEEN WIDENED.  NO EVIDENCE OF THE STATION OR THE REFERENCE
 DN0359'MARKS WAS FOUND.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 DN0359'CONDITION AS DESCRIBED.
 DN0359
 DN0359                          STATION RECOVERY (1985)
 DN0359
 DN0359'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 DN0359'MARK NOT FOUND.
 DN0359
 DN0359                          STATION RECOVERY (1988)
 DN0359
 DN0359'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 DN0359'MARK RECOVERED IN POOR CONDITION.
 DN0359
 DN0359                          STATION RECOVERY (1991)
 DN0359
 DN0359'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0359'MARK NOT FOUND.
 DN0359
 DN0359                          STATION RECOVERY (2005)
 DN0359
 DN0359'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0402 ***********************************************************************
 BA0402  DESIGNATION -  FRISCO
 BA0402  PID         -  BA0402
 BA0402  STATE/COUNTY-  TX/BREWSTER
 BA0402  USGS QUAD   -  PANTHER GULCH WEST (1983)
 BA0402
 BA0402                         *CURRENT SURVEY CONTROL
 BA0402  ___________________________________________________________________
 BA0402* NAD 83(1993)-  29 47 56.92684(N)    102 26 42.45248(W)     ADJUSTED  
 BA0402* NAVD 88     -       821.4    (meters)    2695.     (feet)  VERTCON   
 BA0402  ___________________________________________________________________
 BA0402  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BA0402  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 BA0402
 BA0402  HORZ ORDER  -  FIRST
 BA0402
 BA0402.The horizontal coordinates were established by classical geodetic methods
 BA0402.and adjusted by the National Geodetic Survey in February 1996..
 BA0402
 BA0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 BA0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BA0402
 BA0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0402
 BA0402.The geoid height was determined by GEOID03.
 BA0402
 BA0402;                    North         East     Units Scale Factor Converg.
 BA0402;SPC TXSC     - 4,222,771.168   267,008.112   MT  0.99989596   -1 41 16.1
 BA0402;SPC TXSC     -13,854,208.41    876,009.11   sFT  0.99989596   -1 41 16.1
 BA0402;UTM  13      - 3,299,266.811   746,948.129   MT  1.00035249   +1 16 13.1
 BA0402
 BA0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0402!SPC TXSC     -   0.99987449  x   0.99989596  =   0.99977046
 BA0402!UTM  13      -   0.99987449  x   1.00035249  =   1.00022693
 BA0402
 BA0402|---------------------------------------------------------------------|
 BA0402| PID    Reference Object                     Distance      Geod. Az  |
 BA0402|                                                           dddmmss.s |
 BA0402| CH9392 FRISCO RM 2                          15.170 METERS 04842     |
 BA0402| CH9390 FRISCO AZ MK                                       2834658.6 |
 BA0402| CH9391 FRISCO RM 1                          17.140 METERS 33250     |
 BA0402|---------------------------------------------------------------------|
 BA0402
 BA0402                          SUPERSEDED SURVEY CONTROL
 BA0402
 BA0402  NAD 83(1986)-  29 47 56.90752(N)    102 26 42.48702(W) AD(       ) 1
 BA0402  NAD 27      -  29 47 56.21100(N)    102 26 40.96900(W) AD(       ) 1
 BA0402  NGVD 29 (07/19/86)  821.2    (m)         2694.     (f) VERT ANG       
 BA0402
 BA0402.Superseded values are not recommended for survey control.
 BA0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0402.See file dsdata.txt to determine how the superseded data were derived.
 BA0402
 BA0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGN4694899267(NAD 83)
 BA0402_MARKER: DS = TRIANGULATION STATION DISK
 BA0402_SETTING: 66 = SET IN ROCK OUTCROP
 BA0402
 BA0402  HISTORY     - Date     Condition        Report By
 BA0402  HISTORY     - 1934     MONUMENTED       CGS
 BA0402
 BA0402                          STATION DESCRIPTION
 BA0402
 BA0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0402'ABOUT 1-1/2 MILES NORTH OF THE RIO GRANDE 9.3 MILES SOUTHWEST
 BA0402'OF THE MOUTH OF SAN FRANCISCO CREEK AND 8.3 MILES SOUTHEAST
 BA0402'OF THE LATTA RANCH ON SAN FRANCISCO CREEK.  ON THE WESTERNMOST
 BA0402'AND HIGHEST OF THREE KNOBS ON A RIDGE THAT RUNS PARALLEL TO
 BA0402'THE RIO GRANDE RIVER.  THE STATION IS ON TOP OF THE HIGHEST
 BA0402'POINT IN THE VICINITY.
 BA0402'
 BA0402'TO REACH FROM LATTA RANCH ON SAN FRANCISCO CREEK, GO THROUGH
 BA0402'GATE JUST SOUTHEAST OF HOUSE AND FOLLOW ROAD DOWN THE RIGHT
 BA0402'SIDE OF CREEK FOR 0.1 MILE TO A WIRE GATE, CONTINUE 0.25 MILE,
 BA0402'THEN TAKE RIGHT FORK ON MAIN ROAD FOR 2.05 MILES, THEN
 BA0402'STRAIGHT AHEAD ON THE LEFT FORK OF MAIN ROAD FOR 0.65 MILE,
 BA0402'THEN STRAIGHT AHEAD ON LEFT FORK AND GO EAST 0.85 MILE TO
 BA0402'WHERE A ROAD COMES IN FROM THE RIGHT.  CONTINUE FOR 0.6 MILE,
 BA0402'THEN TAKE RIGHT FORK ON MAIN ROAD 0.05 MILE TO A DIRT
 BA0402'RESERVOIR AND WATER ON LEFT.  CONTINUE ON MAIN ROAD 1.6 MILES
 BA0402'TO A WIRE AND STEEL GATE, CONTINUE 1.2 MILES TO TWO
 BA0402'DIRT RESERVOIRS WITH WATER ON LEFT, CONTINUE ON MAIN ROAD
 BA0402'EAST AND SOUTH 0.75 MILE TO A FORK.  TAKE RIGHT FORK AND GO SOUTH
 BA0402'(ON MAIN USED ROAD) FOR 0.35 MILE TO A WIRE GATE, CONTINUE
 BA0402'3.0 MILES TO THE TOP OF A DIVIDE.  FROM HERE TURN SHARP
 BA0402'RIGHT AND FOLLOW DIM ROAD UP HILL TO THE SOUTHWEST ABOUT
 BA0402'0.4 MILE TO A WIRE GATE IN NORTH-AND-SOUTH FENCE.
 BA0402'CONTINUE ON DIM ROAD WEST FOR ABOUT 1.0 MILE TO A SMALL
 BA0402'SADDLE.  FROM THIS POINT STATION IS ON TOP OF A KNOB
 BA0402'ABOUT 75 YARDS NORTHWEST.  TRUCK DRIVEN TO STATION.  WATER AT
 BA0402'LATTA RANCH.
 BA0402'
 BA0402'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BA0402'DISKS SET IN OUTCROPPING BEDROCK.
 BA0402'
 BA0402'A 4-FOOT STAND WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0360 ***********************************************************************
 DN0360  DESIGNATION -  FRISCO AZ MK
 DN0360  PID         -  DN0360
 DN0360  STATE/COUNTY-  TX/COLLIN
 DN0360  USGS QUAD   -  FRISCO (1981)
 DN0360
 DN0360                         *CURRENT SURVEY CONTROL
 DN0360  ___________________________________________________________________
 DN0360* NAD 83(1986)-  33 08 58.     (N)    096 48 33.     (W)     SCALED    
 DN0360* NAVD 88     -       220.301  (meters)     722.77   (feet)  ADJUSTED  
 DN0360  ___________________________________________________________________
 DN0360  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DN0360  DYNAMIC HT  -         220.058 (meters)     721.97  (feet)  COMP
 DN0360  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 DN0360
 DN0360  VERT ORDER  -  SECOND    CLASS 0
 DN0360
 DN0360.The horizontal coordinates were scaled from a topographic map and have
 DN0360.an estimated accuracy of +/- 6 seconds.
 DN0360
 DN0360.The orthometric height was determined by differential leveling
 DN0360.and adjusted by the National Geodetic Survey in June 1991..
 DN0360
 DN0360.The geoid height was determined by GEOID03.
 DN0360
 DN0360.The dynamic height is computed by dividing the NAVD 88
 DN0360.geopotential number by the normal gravity value computed on the
 DN0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0360.degrees latitude (g = 980.6199 gals.).
 DN0360
 DN0360.The modeled gravity was interpolated from observed gravity values.
 DN0360
 DN0360;                    North         East    Units  Estimated Accuracy
 DN0360;SPC TXNC     - 2,165,690.      757,720.      MT  (+/- 180 meters Scaled)
 DN0360
 DN0360                          SUPERSEDED SURVEY CONTROL
 DN0360
 DN0360  NGVD 29 (??/??/92)  220.31   (m)          722.8    (f) COMPUTED    2 0
 DN0360
 DN0360.Superseded values are not recommended for survey control.
 DN0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0360.See file dsdata.txt to determine how the superseded data were derived.
 DN0360
 DN0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB043699(NAD 83)
 DN0360_MARKER: DZ = AZIMUTH MARK DISK
 DN0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0360_STAMPING: FRISCO 1949
 DN0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0360+STABILITY: SURFACE MOTION
 DN0360
 DN0360  HISTORY     - Date     Condition        Report By
 DN0360  HISTORY     - 1949     MONUMENTED       CGS
 DN0360  HISTORY     - 1954     GOOD             NGS
 DN0360  HISTORY     - 1985     POOR             USPSQD
 DN0360  HISTORY     - 19910707 POOR             USPSQD
 DN0360  HISTORY     - 20021118 POOR             INDIV
 DN0360  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0360
 DN0360                          STATION DESCRIPTION
 DN0360
 DN0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0360'1.1 MI E FROM FRISCO.
 DN0360'1.1 MILES EAST ALONG STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0360'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, 0.25 MILE EAST OF
 DN0360'TRIANGULATION STATION FRISCO 1949, 86 FEET SOUTHEAST OF THE CENTER
 DN0360'LINE OF THE HIGHWAY, 31 FEET SOUTH OF THE CENTER LINE OF FARM ROAD
 DN0360'289, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DN0360'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DN0360
 DN0360                          STATION RECOVERY (1985)
 DN0360
 DN0360'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 DN0360'MARK RECOVERED IN POOR CONDITION.
 DN0360
 DN0360                          STATION RECOVERY (1991)
 DN0360
 DN0360'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0360'MARK RECOVERED IN POOR CONDITION.
 DN0360
 DN0360                          STATION RECOVERY (2002)
 DN0360
 DN0360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TS)
 DN0360'LOCATED DISC NEAR TELEPHONE POLE.  HAS BEEN MUTILATED BEYOND
 DN0360'RECOGNITION.
 DN0360
 DN0360                          STATION RECOVERY (2005)
 DN0360
 DN0360'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1163 ***********************************************************************
 DN1163  DESIGNATION -  FRISCO MUNICIPAL TANK
 DN1163  PID         -  DN1163
 DN1163  STATE/COUNTY-  TX/COLLIN
 DN1163  USGS QUAD   -  FRISCO (1981)
 DN1163
 DN1163                         *CURRENT SURVEY CONTROL
 DN1163  ___________________________________________________________________
 DN1163* NAD 83(1993)-  33 08 57.98640(N)    096 49 19.75344(W)     ADJUSTED  
 DN1163* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 DN1163  ___________________________________________________________________
 DN1163  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 DN1163  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DN1163
 DN1163  HORZ ORDER  -  THIRD
 DN1163
 DN1163.The horizontal coordinates were established by classical geodetic methods
 DN1163.and adjusted by the National Geodetic Survey in February 1996..
 DN1163
 DN1163.The orthometric height was scaled from a topographic map.
 DN1163
 DN1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1163
 DN1163.The geoid height was determined by GEOID03.
 DN1163
 DN1163;                    North         East     Units Scale Factor Converg.
 DN1163;SPC TXNC     - 2,165,674.481   756,508.892   MT  0.99987407   +0 54 54.3
 DN1163;SPC TXNC     - 7,105,217.03  2,481,979.59   sFT  0.99987407   +0 54 54.3
 DN1163;UTM  14      - 3,669,965.718   703,121.477   MT  1.00010872   +1 11 28.7
 DN1163
 DN1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1163!SPC TXNC     -   0.99997019  x   0.99987407  =   0.99984426
 DN1163!UTM  14      -   0.99997019  x   1.00010872  =   1.00007891
 DN1163
 DN1163                          SUPERSEDED SURVEY CONTROL
 DN1163
 DN1163  NAD 83(1993)-  33 08 57.98844(N)    096 49 19.74715(W) AD(       ) 4
 DN1163  NAD 83(1986)-  33 08 57.99255(N)    096 49 19.73952(W) AD(       ) 4
 DN1163  NAD 27      -  33 08 57.56900(N)    096 49 18.73700(W) AD(       ) 3
 DN1163
 DN1163.Superseded values are not recommended for survey control.
 DN1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1163.See file dsdata.txt to determine how the superseded data were derived.
 DN1163
 DN1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0312169966(NAD 83)
 DN1163_MARKER: 53 = ELEVATED TANK
 DN1163
 DN1163  HISTORY     - Date     Condition        Report By
 DN1163  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1163  HISTORY     - 1947     GOOD             CGS
 DN1163  HISTORY     - 1949     GOOD             CGS
 DN1163  HISTORY     - 1955     GOOD             TXHD
 DN1163  HISTORY     - 1960     GOOD             CGS
 DN1163  HISTORY     - 19940707 GOOD             USPSQD
 DN1163
 DN1163                          STATION DESCRIPTION
 DN1163
 DN1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1163'THIS INTERSECTION STATION IS THE TALL, SILVER MUNICIPAL
 DN1163'TANK IN THE VILLAGE OF FRISCO, TEXAS.  IT IS LOCATED ON A
 DN1163'HIGH KNOLL, ABOUT 240 FEET S OF THE CENTER LINE OF MAIN
 DN1163'STREET (STATE HIGHWAY 24), ABOUT 95 FEET W OF THE CENTER
 DN1163'LINE OF 6TH STREET, ABOUT 80 FEET N OF ELM STREET.  A STATE
 DN1163'SURVEY BENCH MARK NO. D. 263 (1934), IS IN THE CONCRETE
 DN1163'BASE AT THE SE LEG.  THE TANK WAS ERECTED IN 1924 AND IS
 DN1163'EXCEPTIONALLY PROMINENT.  THE TANK HAS FOUR TRUSSWORK LEGS
 DN1163'ABOUT 90 FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD ABOUT
 DN1163'20 FEET.  THE SILVER VERTICAL SECTION IS ABOUT 35 FEET HIGH
 DN1163'AND HAS A RED CATWALK AND RAIL AROUND ITS BASE.  THE
 DN1163'CONICAL ROOF HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS
 DN1163'ABOUT 130 FEET.
 DN1163
 DN1163                          STATION RECOVERY (1947)
 DN1163
 DN1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1163'DETAILED DESCRIPTION--THE STATION IS LOCATED ABOUT 1/4 MILE
 DN1163'SOUTHEAST OF THE FRISCO POST OFFICE AND ABOUT 75 FEET WEST
 DN1163'OF A DIRT STREET.  IT IS A SILVER PAINTED, 4 LEGGED, STEEL
 DN1163'WATER TANK ABOUT 100 FEET HIGH.
 DN1163'
 DN1163'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 DN1163'
 DN1163'TO REACH FROM THE FRISCO POST OFFICE GO SOUTHEAST ON THE
 DN1163'MAIN STREET(STATE HIGHWAY 24) FOR 0.2 MILE TO DIRT STREET RIGHT,
 DN1163'TURN HERE AND GO SOUTHWEST ABOUT 200 FEET TO THE STATION
 DN1163'ON THE RIGHT.
 DN1163
 DN1163                          STATION RECOVERY (1949)
 DN1163
 DN1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CL)
 DN1163'STATION IS LOCATED ABOUT 1/4 MILE EAST OF THE FRISCO POST
 DN1163'OFFICE AND ABOUT 75 FEET WEST OF A DIRT STREET.  STATION IS
 DN1163'OF STEEL STRUCTURE, ABOUT 100 FEET HIGH, WITH FOUR LEGS
 DN1163'AND PAINTED SILVER.
 DN1163'
 DN1163'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 DN1163'
 DN1163'TO REACH FROM THE POST OFFICE IN FRISCO GO SOUTHEAST ON THE
 DN1163'MAIN STREET (STATE HIGHWAY 24) FOR 0.2 MILE TO DIRT STREET
 DN1163'RIGHT.  TURN RIGHT ON DIRT STREET AND GO SOUTHWEST ABOUT
 DN1163'200 FEET TO THE STATION ON RIGHT.
 DN1163
 DN1163                          STATION RECOVERY (1955)
 DN1163
 DN1163'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1163'STATION RECOVERED.  STATION IS 259.0 FT SOUTH OF SH 24.
 DN1163'106.0 FT WEST OF 7TH STREET.  110 FT NORTH OF ELM STREET.
 DN1163
 DN1163                          STATION RECOVERY (1960)
 DN1163
 DN1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 DN1163'THIS TANK IS IN PLACE IN GOOD CONDITION AS DESCRIBED.
 DN1163
 DN1163                          STATION RECOVERY (1994)
 DN1163
 DN1163'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0358 ***********************************************************************
 DN0358  DESIGNATION -  FRISCO RM 2
 DN0358  PID         -  DN0358
 DN0358  STATE/COUNTY-  TX/COLLIN
 DN0358  USGS QUAD   -  FRISCO (1981)
 DN0358
 DN0358                         *CURRENT SURVEY CONTROL
 DN0358  ___________________________________________________________________
 DN0358* NAD 83(1986)-  33 08 59.     (N)    096 48 49.     (W)     SCALED    
 DN0358* NAVD 88     -       224.826  (meters)     737.62   (feet)  ADJUSTED  
 DN0358  ___________________________________________________________________
 DN0358  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DN0358  DYNAMIC HT  -         224.578 (meters)     736.80  (feet)  COMP
 DN0358  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 DN0358
 DN0358  VERT ORDER  -  SECOND    CLASS 0
 DN0358
 DN0358.The horizontal coordinates were scaled from a topographic map and have
 DN0358.an estimated accuracy of +/- 6 seconds.
 DN0358
 DN0358.The orthometric height was determined by differential leveling
 DN0358.and adjusted by the National Geodetic Survey in June 1991..
 DN0358
 DN0358.The geoid height was determined by GEOID03.
 DN0358
 DN0358.The dynamic height is computed by dividing the NAVD 88
 DN0358.geopotential number by the normal gravity value computed on the
 DN0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0358.degrees latitude (g = 980.6199 gals.).
 DN0358
 DN0358.The modeled gravity was interpolated from observed gravity values.
 DN0358
 DN0358;                    North         East    Units  Estimated Accuracy
 DN0358;SPC TXNC     - 2,165,720.      757,310.      MT  (+/- 180 meters Scaled)
 DN0358
 DN0358                          SUPERSEDED SURVEY CONTROL
 DN0358
 DN0358  NGVD 29 (??/??/92)  224.84   (m)          737.7    (f) COMPUTED    2 0
 DN0358
 DN0358.Superseded values are not recommended for survey control.
 DN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0358.See file dsdata.txt to determine how the superseded data were derived.
 DN0358
 DN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB039700(NAD 83)
 DN0358_MARKER: DR = REFERENCE MARK DISK
 DN0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0358_STAMPING: FRISCO NO 2 1949
 DN0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0358+STABILITY: SURFACE MOTION
 DN0358
 DN0358  HISTORY     - Date     Condition        Report By
 DN0358  HISTORY     - 1949     MONUMENTED       CGS
 DN0358  HISTORY     - 1950     GOOD             NGS
 DN0358  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 DN0358  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0358  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0358
 DN0358                          STATION DESCRIPTION
 DN0358
 DN0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0358'0.85 MI E FROM FRISCO.
 DN0358'0.85 MILE EAST ALONG STATE HIGHWAY 24 FROM THE ST LOUIS, SAN FRANCISCO
 DN0358'AND TEXAS RAILROAD STATION AT FRISCO, 35 FEET NORTH OF THE CENTER LINE
 DN0358'OF THE HIGHWAY, 78.6 FEET WEST OF TRIANGULATION STATION FRISCO 1949,
 DN0358'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 DN0358
 DN0358                          STATION RECOVERY (1985)
 DN0358
 DN0358'RECOVERY NOTE BY US POWER SQUADRON 1985 (JCM)
 DN0358'MARK NOT FOUND.
 DN0358
 DN0358                          STATION RECOVERY (1994)
 DN0358
 DN0358'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0358'MARK NOT FOUND.
 DN0358
 DN0358                          STATION RECOVERY (2005)
 DN0358
 DN0358'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1841 ***********************************************************************
 FL1841  DESIGNATION -  FRITCH
 FL1841  PID         -  FL1841
 FL1841  STATE/COUNTY-  TX/MOORE
 FL1841  USGS QUAD   -  DEAL (1953)
 FL1841
 FL1841                         *CURRENT SURVEY CONTROL
 FL1841  ___________________________________________________________________
 FL1841* NAD 83(1993)-  35 37 12.19936(N)    101 37 23.32872(W)     ADJUSTED  
 FL1841* NAVD 88     -       977.49   (+/-2cm)    3207.0    (feet)  VERTCON   
 FL1841  ___________________________________________________________________
 FL1841  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FL1841  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FL1841
 FL1841  HORZ ORDER  -  SECOND
 FL1841  VERT ORDER  -  THIRD ? (See Below)
 FL1841
 FL1841.The horizontal coordinates were established by classical geodetic methods
 FL1841.and adjusted by the National Geodetic Survey in February 1996..
 FL1841
 FL1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1841.The vertical order pertains to the NGVD 29 superseded value.
 FL1841
 FL1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1841
 FL1841.The geoid height was determined by GEOID03.
 FL1841
 FL1841;                    North         East     Units Scale Factor Converg.
 FL1841;SPC TX N     - 1,179,731.178   188,844.537   MT  0.99991708   -0 04 16.9
 FL1841;SPC TX N     - 3,870,501.37    619,567.45   sFT  0.99991708   -0 04 16.9
 FL1841;UTM  14      - 3,944,977.018   262,426.274   MT  1.00029557   -1 31 42.4
 FL1841
 FL1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1841!SPC TX N     -   0.99985080  x   0.99991708  =   0.99976789
 FL1841!UTM  14      -   0.99985080  x   1.00029557  =   1.00014633
 FL1841
 FL1841:                Primary Azimuth Mark                     Grid Az
 FL1841:SPC TX N     -  HUTCHINSON COUNTY SW CORNER              003 41 32.9
 FL1841:UTM  14      -  HUTCHINSON COUNTY SW CORNER              005 08 58.4
 FL1841
 FL1841|---------------------------------------------------------------------|
 FL1841| PID    Reference Object                     Distance      Geod. Az  |
 FL1841|                                                           dddmmss.s |
 FL1841| FL1844 HUTCHINSON COUNTY SW CORNER         457.575 METERS 0033716.0 |
 FL1841| CJ6423 FRITCH RM 1                          14.265 METERS 01959     |
 FL1841| CJ6424 FRITCH RM 2                          12.800 METERS 09504     |
 FL1841| FL1842 POTTER COUNTY NE CORNER 1951         28.998 METERS 09511     |
 FL1841| CJ6422 FRITCH AZ MK                                       1865517.2 |
 FL1841| CJ7461 ROUTE 136 MARKER                     32.918 METERS 26724     |
 FL1841|---------------------------------------------------------------------|
 FL1841
 FL1841                          SUPERSEDED SURVEY CONTROL
 FL1841
 FL1841  NAD 83(1993)-  35 37 12.20143(N)    101 37 23.32444(W) AD(       ) 2
 FL1841  NAD 83(1986)-  35 37 12.20691(N)    101 37 23.31871(W) AD(       ) 2
 FL1841  NAD 27      -  35 37 12.05000(N)    101 37 21.69400(W) AD(       ) 2
 FL1841  NGVD 29 (07/19/86)  977.03   (m)         3205.5    (f) LEVELING    3  
 FL1841
 FL1841.Superseded values are not recommended for survey control.
 FL1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1841.See file dsdata.txt to determine how the superseded data were derived.
 FL1841
 FL1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6242644977(NAD 83)
 FL1841_MARKER: DS = TRIANGULATION STATION DISK
 FL1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1841
 FL1841  HISTORY     - Date     Condition        Report By
 FL1841  HISTORY     - 1951     MONUMENTED       CGS
 FL1841  HISTORY     - 1956     GOOD             CGS
 FL1841
 FL1841                          STATION DESCRIPTION
 FL1841
 FL1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1841'STATION IS LOCATED, AIRLINE, ABOUT 1.9 MILES SOUTHWEST OF THE
 FL1841'U.S. POST OFFICE IN FRITCH, ON THE SOUTH RIGHT-OF-WAY OF STATE
 FL1841'HIGHWAY 136, AND 95 FEET NORTHWEST OF A LARGE MONUMENT COMMON
 FL1841'TO FOUR CORNERS OF HUTCHINSON, CARSON, POTTER AND MOORE COUNTIES.
 FL1841'
 FL1841'STATION MARK STAMPED FRITCH 1951, IS A STANDARD DISK SET IN
 FL1841'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FL1841'IT IS 62 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 95.133
 FL1841'FEET WEST OF THE SECTION CORNER AND 15.1 FEET NORTH NORTHEAST
 FL1841'OF A WITNESS POST.
 FL1841'
 FL1841'REFERENCE MARK NUMBER 1, STAMPED FRITCH NO 1 1951, IS A STANDARD
 FL1841'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1841'PROJECTS 3 INCHES AND IS AT THE STATION ELEVATION.  IT IS 72
 FL1841'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 16 INCHES WEST
 FL1841'OF THE FENCE LINE.
 FL1841'
 FL1841'REFERENCE MARK NUMBER 2, STAMPED FRITCH NO 2 1951, IS A STANDARD
 FL1841'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1841'3 INCHES AND IS AT THE STATION ELEVATION.  IT IS 55 FEET WEST
 FL1841'OF THE SECTION CORNER AND 30 FEET EAST OF THE FENCE LINE.
 FL1841'
 FL1841'AZIMUTH MARK, STAMPED FRITCH 1951, IS A STANDARD DISK SET IN
 FL1841'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 FL1841'INCHES.  TO REACH FROM THE STATION, GO SOUTHWEST ON STATE
 FL1841'HIGHWAY 136 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FL1841'IT IS 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET
 FL1841'EAST OF THE FENCELINE.
 FL1841'
 FL1841'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 FL1841'AT FRITCH, GO SOUTHWESTERLY ON STATE HIGHWAY 136 FOR 1.95 MILES
 FL1841'TO THE STATION ON THE LEFT SIDE OF THE HIGHWAY.
 FL1841'
 FL1841'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 FL1841
 FL1841                          STATION RECOVERY (1956)
 FL1841
 FL1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1841'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FL1841'AS DESCRIBED.  NO ATTEMPT WAS MADE TO LOCATE THE AZIMUTH MARK.
 FL1841'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1837 ***********************************************************************
 FL1837  DESIGNATION -  FRITCH NATURAL GAS PLINE MAST
 FL1837  PID         -  FL1837
 FL1837  STATE/COUNTY-  TX/HUTCHINSON
 FL1837  USGS QUAD   -  SANFORD (1970)
 FL1837
 FL1837                         *CURRENT SURVEY CONTROL
 FL1837  ___________________________________________________________________
 FL1837* NAD 83(1993)-  35 38 53.53309(N)    101 35 24.94803(W)     ADJUSTED  
 FL1837* NAVD 88     -                                                        
 FL1837  ___________________________________________________________________
 FL1837  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 FL1837  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 FL1837
 FL1837  HORZ ORDER  -  THIRD
 FL1837
 FL1837.The horizontal coordinates were established by classical geodetic methods
 FL1837.and adjusted by the National Geodetic Survey in February 1996..
 FL1837
 FL1837
 FL1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1837
 FL1837.The geoid height was determined by GEOID03.
 FL1837
 FL1837;                    North         East     Units Scale Factor Converg.
 FL1837;SPC TX N     - 1,182,850.817   191,826.196   MT  0.99991892   -0 03 08.3
 FL1837;SPC TX N     - 3,880,736.39    629,349.78   sFT  0.99991892   -0 03 08.3
 FL1837;UTM  14      - 3,948,020.928   265,487.448   MT  1.00027776   -1 30 37.1
 FL1837
 FL1837                          SUPERSEDED SURVEY CONTROL
 FL1837
 FL1837  NAD 83(1993)-  35 38 53.53488(N)    101 35 24.94417(W) AD(       ) 4
 FL1837  NAD 83(1986)-  35 38 53.54091(N)    101 35 24.93776(W) AD(       ) 4
 FL1837  NAD 27      -  35 38 53.38700(N)    101 35 23.31800(W) AD(       ) 3
 FL1837
 FL1837.Superseded values are not recommended for survey control.
 FL1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1837.See file dsdata.txt to determine how the superseded data were derived.
 FL1837
 FL1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6548748021(NAD 83)
 FL1837_MARKER: 42 = RADIO/TV MAST
 FL1837
 FL1837  HISTORY     - Date     Condition        Report By
 FL1837  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1837
 FL1837                          STATION DESCRIPTION
 FL1837
 FL1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1837'LOCATED 0.75 MILE EAST-NORTHEAST OF FRITCH, 0.2 MILE NORTH
 FL1837'OF TEXAS HIGHWAY 136, AND JUST BEHIND THE ADMINSTRATION BUILDING
 FL1837'OF THE NATURAL GAS PIPELINE COMPANY OF AMERICA.
 FL1837'
 FL1837'STATION IS THE TOP OF THE STEEL MAST WHICH IS PAINTED ORANGE
 FL1837'AND WHITE IN ALTERNATE SECTIONS AND HAS RED WARNING LIGHTS AT
 FL1837'TOP AND AT LOWER SECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1839 ***********************************************************************
 FL1839  DESIGNATION -  FRITCH NATURAL GAS PLINE STACK
 FL1839  PID         -  FL1839
 FL1839  STATE/COUNTY-  TX/HUTCHINSON
 FL1839  USGS QUAD   -  SANFORD (1970)
 FL1839
 FL1839                         *CURRENT SURVEY CONTROL
 FL1839  ___________________________________________________________________
 FL1839* NAD 83(1993)-  35 39 04.60680(N)    101 35 11.57799(W)     ADJUSTED  
 FL1839* NAVD 88     -                                                        
 FL1839  ___________________________________________________________________
 FL1839  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 FL1839  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 FL1839
 FL1839  HORZ ORDER  -  THIRD
 FL1839
 FL1839.The horizontal coordinates were established by classical geodetic methods
 FL1839.and adjusted by the National Geodetic Survey in February 1996..
 FL1839
 FL1839
 FL1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1839
 FL1839.The geoid height was determined by GEOID03.
 FL1839
 FL1839;                    North         East     Units Scale Factor Converg.
 FL1839;SPC TX N     - 1,183,191.782   192,162.807   MT  0.99991914   -0 03 00.6
 FL1839;SPC TX N     - 3,881,855.04    630,454.14   sFT  0.99991914   -0 03 00.6
 FL1839;UTM  14      - 3,948,353.336   265,832.749   MT  1.00027576   -1 30 29.7
 FL1839
 FL1839                          SUPERSEDED SURVEY CONTROL
 FL1839
 FL1839  NAD 83(1993)-  35 39 04.60864(N)    101 35 11.57392(W) AD(       ) 4
 FL1839  NAD 83(1986)-  35 39 04.61461(N)    101 35 11.56784(W) AD(       ) 4
 FL1839  NAD 27      -  35 39 04.46000(N)    101 35 09.94900(W) AD(       ) 3
 FL1839
 FL1839.Superseded values are not recommended for survey control.
 FL1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1839.See file dsdata.txt to determine how the superseded data were derived.
 FL1839
 FL1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6583348353(NAD 83)
 FL1839_MARKER: 63 = STACK
 FL1839
 FL1839  HISTORY     - Date     Condition        Report By
 FL1839  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1839
 FL1839                          STATION DESCRIPTION
 FL1839
 FL1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1839'LOCATED ABOUT 1-1/2 MILES NORTHEAST OF FRITCH, 1/2 MILES
 FL1839'NORTH OF TEXAS HIGHWAY 136, AND 1/2 MILE EAST NORTHEAST OF
 FL1839'THE ADMINISTRATION BUILDING OF THE NATURAL GAS PIPELINE
 FL1839'COMPANY OF AMERICA, ON WHOSE PROPERTY IT IS SITUATED.
 FL1839'
 FL1839'STATION IS THE CENTER OF THE TOP OF THE CONCRETE STACK.  IT
 FL1839'IS PAINTED WHITE AND IS 190 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0865 ***********************************************************************
 CB0865  DESIGNATION -  FRITZ
 CB0865  PID         -  CB0865
 CB0865  STATE/COUNTY-  TX/MENARD
 CB0865  USGS QUAD   -  DEL VENADO RANCH (1970)
 CB0865
 CB0865                         *CURRENT SURVEY CONTROL
 CB0865  ___________________________________________________________________
 CB0865* NAD 83(1993)-  31 05 02.77045(N)    100 00 11.04407(W)     ADJUSTED  
 CB0865* NAVD 88     -       729.     (meters)    2392.     (feet)  SCALED    
 CB0865  ___________________________________________________________________
 CB0865  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CB0865  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CB0865
 CB0865  HORZ ORDER  -  FIRST
 CB0865
 CB0865.The horizontal coordinates were established by classical geodetic methods
 CB0865.and adjusted by the National Geodetic Survey in February 1996..
 CB0865
 CB0865.The orthometric height was scaled from a topographic map.
 CB0865
 CB0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0865
 CB0865.The geoid height was determined by GEOID03.
 CB0865
 CB0865;                    North         East     Units Scale Factor Converg.
 CB0865;SPC TX C     - 3,157,176.776   731,510.310   MT  0.99988278   +0 10 12.4
 CB0865;SPC TX C     -10,358,170.81  2,399,963.41   sFT  0.99988278   +0 10 12.4
 CB0865;UTM  14      - 3,439,355.134   404,322.915   MT  0.99971291   -0 31 04.5
 CB0865
 CB0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0865!SPC TX C     -   0.99988914  x   0.99988278  =   0.99977193
 CB0865!UTM  14      -   0.99988914  x   0.99971291  =   0.99960208
 CB0865
 CB0865|---------------------------------------------------------------------|
 CB0865| PID    Reference Object                     Distance      Geod. Az  |
 CB0865|                                                           dddmmss.s |
 CB0865| CV4050 FRITZ RM 2                           16.869 METERS 08311     |
 CB0865| CV4048 FRITZ AZ MK                                        1811802.5 |
 CB0865| CV4049 FRITZ RM 1                           25.782 METERS 34214     |
 CB0865|---------------------------------------------------------------------|
 CB0865
 CB0865                          SUPERSEDED SURVEY CONTROL
 CB0865
 CB0865  NAD 83(1986)-  31 05 02.77753(N)    100 00 11.02973(W) AD(       ) 1
 CB0865  NAD 27      -  31 05 02.17600(N)    100 00 09.75800(W) AD(       ) 1
 CB0865
 CB0865.Superseded values are not recommended for survey control.
 CB0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0865.See file dsdata.txt to determine how the superseded data were derived.
 CB0865
 CB0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV0432339355(NAD 83)
 CB0865_MARKER: DS = TRIANGULATION STATION DISK
 CB0865_SETTING: 66 = SET IN ROCK OUTCROP
 CB0865
 CB0865  HISTORY     - Date     Condition        Report By
 CB0865  HISTORY     - 1935     MONUMENTED       CGS
 CB0865  HISTORY     - 1938     GOOD             TXGS
 CB0865  HISTORY     - 1961     GOOD             CGS
 CB0865  HISTORY     - 1971     GOOD             NGS
 CB0865
 CB0865                          STATION DESCRIPTION
 CB0865
 CB0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0865'STATION IS ON THE LAND OF FRITZ WILHELM, ABOUT 17 MILES NW OF
 CB0865'MENARD, ABOUT 18 MILES W BY N OF CALLAN.  THE MARK IS 25 FEET
 CB0865'E OF CENTER OF WINDMILL, 44 FEET E OF EDGE OF RESERVOIR, 26
 CB0865'FEET N OF FENCE, AND IS FLUSH WITH THE GROUND.
 CB0865'
 CB0865'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 CB0865'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED
 CB0865'IN THE ROCK.
 CB0865'
 CB0865'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 CB0865'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CB0865'
 CB0865'REFERENCE MARK NO. 1 IS E OF THE STATION, 38 FEET N OF FENCE,
 CB0865'AND IS FLUSH WITH THE GROUND.
 CB0865'
 CB0865'REFERENCE MARK NO. 2 IS N BY W OF THE STATION, 29 FEET E BY N
 CB0865'OF EDGE OF RESERVOIR, 44 FEET N OF CENTER OF WINDMILL, AND IS
 CB0865'FLUSH WITH THE GROUND.
 CB0865'
 CB0865'AZIMUTH MARK IS 0.4 MILE S OF THE STATION.  TO REACH, GO S
 CB0865'ALONG FENCE FOR 0.4 MILE TO MARK ON RIGHT (W).  MARK IS 1 FOOT
 CB0865'E OF FENCE, 43 FEET N OF GATE, 25 FEET S OF GATE, AND IS FLUSH
 CB0865'WITH THE GROUND.
 CB0865'
 CB0865'TO REACH FROM BEVANS HOTEL IN MENARD--GO W ON MAIN STREET FOR
 CB0865'0.15 MILE, TURN RIGHT (N) GO 7.35 MILES, TAKE LEFT FORK (W),
 CB0865'GO 9.9 MILES, TURN RIGHT (N), GO 2.5 MILES, CONTINUE STRAIGHT
 CB0865'AHEAD THROUGH TWO BUMP GATES FOR 0.3 MILE TO RANCH HOUSE, TURN
 CB0865'SHARP RIGHT, GO 0.1 MILE TO RED GATE, PASS THROUGH GATE AND
 CB0865'FOLLOW PASTURE ROAD FOR 1.55 MILES TO TOP OF ROCKY HILL,
 CB0865'WINDMILL, RESERVOIR, AND STATION ON RIGHT (E).
 CB0865'
 CB0865'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
 CB0865
 CB0865                          STATION RECOVERY (1938)
 CB0865
 CB0865'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 CB0865'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CB0865
 CB0865                          STATION RECOVERY (1961)
 CB0865
 CB0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 CB0865'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 CB0865'CONDITION.  THE DESCRIPTION WAS ADEQUATE EXCEPT FOR THE TO REACH.
 CB0865'A NEW TO REACH FOLLOWS.
 CB0865'
 CB0865'TO REACH THE STATION FROM THE COURTHOUSE IN MENARD, GO NORTH
 CB0865'0.1 MILE TO FARM ROAD 2092.  TURN LEFT AND GO WEST ON FARM ROAD
 CB0865'2092 FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY NO. 83.  TURN
 CB0865'RIGHT AND GO NORTH ON U.S. HIGHWAY NO. 83 FOR 6.55 MILES TO
 CB0865'A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A GRAVEL
 CB0865'ROAD FOR 9.8 MILES TO A T-ROAD.  TURN RIGHT AND GO NORTH ON A
 CB0865'GRAVEL ROAD FOR 2.4 MILES TO A Y-INTERSECTION.  TAKE THE RIGHT
 CB0865'FORK AND GO NORTH ON A GRAVEL ROAD FOR 1.0 MILES TO A SIDE
 CB0865'ROAD ON THE LEFT.  TURN LEFT AND GO WEST AND NORTH ON A TRACK
 CB0865'ROAD FOR 1.2 MILES TO A HOUSE AND STATION SITE.
 CB0865
 CB0865                          STATION RECOVERY (1971)
 CB0865
 CB0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CB0865'THIS STATION WAS NOT OCCUPIED, THUS REFERENCE MARK DISTANCES
 CB0865'AND DIRECTIONS WERE NOT REMEASURED.
 CB0865'
 CB0865'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED IN USC AND GS
 CB0865'QUAD 311002, STATION 1005, 1961 RECOVERY NOTE.
 CB0865'
 CB0865'THE STATION IS LOCATED IN A METAL POST CORRAL, EAST OF RESERVOIR
 CB0865'AND 15.5 FEET SOUTH OF A USC AND GS WITNESS SIGN MOUNTED ON
 CB0865'NORTH CORRAL FENCE THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0686 ***********************************************************************
 CE0686  DESIGNATION -  FRONTERA 8
 CE0686  PID         -  CE0686
 CE0686  STATE/COUNTY-  TX/EL PASO
 CE0686  USGS QUAD   -  SMELTERTOWN (1994)
 CE0686
 CE0686                         *CURRENT SURVEY CONTROL
 CE0686  ___________________________________________________________________
 CE0686* NAD 83(1993)-  31 48 43.87934(N)    106 33 27.03380(W)     ADJUSTED  
 CE0686* NAVD 88     -      1139.09   (+/-2cm)    3737.2    (feet)  VERTCON   
 CE0686  ___________________________________________________________________
 CE0686  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 CE0686  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0686
 CE0686  HORZ ORDER  -  SECOND
 CE0686  VERT ORDER  -  THIRD ? (See Below)
 CE0686
 CE0686.The horizontal coordinates were established by classical geodetic methods
 CE0686.and adjusted by the National Geodetic Survey in February 1996..
 CE0686
 CE0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0686.The vertical order pertains to the NGVD 29 superseded value.
 CE0686
 CE0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0686
 CE0686.The geoid height was determined by GEOID03.
 CE0686
 CE0686;                    North         East     Units Scale Factor Converg.
 CE0686;SPC TX C     - 3,254,334.288   110,980.601   MT  0.99998166   -3 12 20.9
 CE0686;SPC TX C     -10,676,928.41    364,108.86   sFT  0.99998166   -3 12 20.9
 CE0686;UTM  13      - 3,520,674.941   352,577.698   MT  0.99986804   -0 49 16.2
 CE0686
 CE0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0686!SPC TX C     -   0.99982493  x   0.99998166  =   0.99980659
 CE0686!UTM  13      -   0.99982493  x   0.99986804  =   0.99969299
 CE0686
 CE0686:                Primary Azimuth Mark                     Grid Az
 CE0686:SPC TX C     -  PASSERO                                  056 31 24.5
 CE0686:UTM  13      -  PASSERO                                  054 08 19.8
 CE0686
 CE0686|---------------------------------------------------------------------|
 CE0686| PID    Reference Object                     Distance      Geod. Az  |
 CE0686|                                                           dddmmss.s |
 CE0686| CE0680 PASSERO                             APPROX. 3.4 KM 0531903.6 |
 CE0686| CE0687 MON 97                              204.439 METERS 19836     |
 CE0686| CE0223 Y 28                                 47.319 METERS 32500     |
 CE0686|---------------------------------------------------------------------|
 CE0686
 CE0686                          SUPERSEDED SURVEY CONTROL
 CE0686
 CE0686  NAD 83(1993)-  31 48 43.87985(N)    106 33 27.03352(W) AD(       ) 2
 CE0686  NAD 83(1986)-  31 48 43.88299(N)    106 33 27.03338(W) AD(       ) 2
 CE0686  NAD 27      -  31 48 43.50289(N)    106 33 25.07619(W) AD(       ) 2
 CE0686  NGVD 29 (07/19/86) 1138.60   (m)         3735.6    (f) LEVELING    3  
 CE0686
 CE0686.Superseded values are not recommended for survey control.
 CE0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0686.See file dsdata.txt to determine how the superseded data were derived.
 CE0686
 CE0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5257820675(NAD 83)
 CE0686_MARKER: DD = SURVEY DISK
 CE0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0686_STAMPING: FRONTERA 8
 CE0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0686+STABILITY: SURFACE MOTION
 CE0686
 CE0686  HISTORY     - Date     Condition        Report By
 CE0686  HISTORY     - 1981     MONUMENTED       NGS
 CE0686  HISTORY     - 19920430 MARK NOT FOUND   USGS
 CE0686  HISTORY     - 19951226 MARK NOT FOUND   USPSQD
 CE0686
 CE0686                          STATION DESCRIPTION
 CE0686
 CE0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0686'THE STATION IS LOCATED ABOUT 15.3 KM (9-1/2 MI) WEST OF THE
 CE0686'INTERNATIONAL AIRPORT, 8.8 KM (5-1/2 MI) NORTHWEST OF
 CE0686'DOWNTOWN EL PASO, 3.2 KM (2 MI) NORTH OF THE MEXICO
 CE0686'BOUNDARY LINE AND 0.3 KM (0.2 MI) NORTHEAST OF THE
 CE0686'TEXAS AND NEW MEXICO STATE LINE.
 CE0686'OWNERSHIP--CITY OF EL PASO, ENGINEERING DEPARTMENT, NO. 2
 CE0686'CIVIC CENTER PLAZA, EL PASO, TX 79999, TELEPHONE NUMBER
 CE0686'915-543-4200.
 CE0686'
 CE0686'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CE0686'10 AND SUNLAND PARK DRIVE ON THE NORTHWEST SIDE OF EL PASO,
 CE0686'GO SOUTHWESTERLY ON SUNLAND PARK DRIVE FOR 0.8 KM (0.5 MI) TO
 CE0686'A 4-WAY STOP AT U.S. HIGHWAY 80 (DONIPHAN DRIVE).  TURN LEFT
 CE0686'AND GO SOUTHEAST ON DONIPHAN DRIVE FOR 0.1 KM (0.1 MI)
 CE0686'TO THE STATION ON THE RIGHT AND ON THE OTHER SIDE OF THE
 CE0686'RAILROAD TRACKS.
 CE0686'
 CE0686'THE STATION IS A STANDARD USSC DISK
 CE0686'STAMPED---FRONTERA 8---,
 CE0686'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 55 CM IN DIAMETER
 CE0686'RECESSED 18 CM BELOW THE GROUND.  IT IS LOCATED
 CE0686'9.2 METERS (30.2 FT) SOUTHWEST FROM THE SOUTHWESTERN MOST OF TWO
 CE0686'RAILS AND
 CE0686'4.5 METERS (14.8 FT) NORTHEAST FROM THE CENTER OF AN IRRIGATION
 CE0686'DITCH, AND BETWEEN TWO WOODEN WITNESS POSTS.
 CE0686'
 CE0686'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CE0686
 CE0686                          STATION RECOVERY (1992)
 CE0686
 CE0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (DR)
 CE0686'SEARCHED FOR, BUT NOT FOUND.
 CE0686
 CE0686                          STATION RECOVERY (1995)
 CE0686
 CE0686'RECOVERY NOTE BY US POWER SQUADRON 1995
 CE0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1490 ***********************************************************************
 AB1490  DESIGNATION -  FRONTON 1867
 AB1490  PID         -  AB1490
 AB1490  STATE/COUNTY-  TX/CAMERON
 AB1490  USGS QUAD   -  PORT ISABEL (1983)
 AB1490
 AB1490                         *CURRENT SURVEY CONTROL
 AB1490  ___________________________________________________________________
 AB1490* NAD 83(1993)-  26 04 42.49662(N)    097 12 25.53213(W)     ADJUSTED  
 AB1490* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AB1490  ___________________________________________________________________
 AB1490  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AB1490  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 AB1490
 AB1490  HORZ ORDER  -  SECOND
 AB1490
 AB1490.The horizontal coordinates were established by classical geodetic methods
 AB1490.and adjusted by the National Geodetic Survey in February 1996..
 AB1490
 AB1490.The orthometric height was scaled from a topographic map.
 AB1490
 AB1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1490
 AB1490.The geoid height was determined by GEOID03.
 AB1490
 AB1490;                    North         East     Units Scale Factor Converg.
 AB1490;SPC TX S     - 5,046,288.908   429,357.611   MT  1.00002338   +0 35 13.2
 AB1490;SPC TX S     -16,556,032.86  1,408,650.76   sFT  1.00002338   +0 35 13.2
 AB1490;UTM  14      - 2,885,607.781   679,328.731   MT  0.99999708   +0 47 18.2
 AB1490
 AB1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1490!SPC TX S     -   1.00000291  x   1.00002338  =   1.00002629
 AB1490!UTM  14      -   1.00000291  x   0.99999708  =   0.99999999
 AB1490
 AB1490|---------------------------------------------------------------------|
 AB1490| PID    Reference Object                     Distance      Geod. Az  |
 AB1490|                                                           dddmmss.s |
 AB1490| AB1512 POINT ISABEL LIGHT HOUSE             89.657 METERS 20859     |
 AB1490| AB1527 CAMERON                             APPROX.12.3 KM 3141032.5 |
 AB1490|---------------------------------------------------------------------|
 AB1490
 AB1490                          SUPERSEDED SURVEY CONTROL
 AB1490
 AB1490  NAD 83(1986)-  26 04 42.51186(N)    097 12 25.48593(W) AD(       ) 2
 AB1490  NAD 27      -  26 04 41.22800(N)    097 12 24.57400(W) AD(       ) 2
 AB1490
 AB1490.Superseded values are not recommended for survey control.
 AB1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1490.See file dsdata.txt to determine how the superseded data were derived.
 AB1490
 AB1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7932985608(NAD 83)
 AB1490_MARKER: K = CLAY TILE PIPE
 AB1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1490+STABILITY: SURFACE MOTION
 AB1490
 AB1490  HISTORY     - Date     Condition        Report By
 AB1490  HISTORY     - 1867     MONUMENTED       CGS
 AB1490  HISTORY     - 1938     MARK NOT FOUND   CGS
 AB1490
 AB1490                          STATION DESCRIPTION
 AB1490
 AB1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1867 (CHB)
 AB1490'IN THE TOWN OF POINT ISABEL ON THE SAME RIDGE AND ABOUT 90
 AB1490'METERS (295 FEET) N OF THE LIGHTHOUSE AND IN THE YARD OF MRS.
 AB1490'WREN.  THE STATION IS MARKED AS FOLLOWS--THE SUB-SURFACE MARK
 AB1490'IS A BEER BOTTLE 8 INCHES LONG FILLED WITH CONCRETE AND INCASED
 AB1490'IN A CYLINDER OF CONCRETE.  THE BOTTLE IS 2-1/2 FEET BELOW THE
 AB1490'SURFACE OF THE GROUND.  OVER THE SUB-SURFACE MARK WAS PLACED
 AB1490'A LAYER OF SAND AND EARTH 6 INCHES THICK, AND UPON THIS WAS
 AB1490'SET THE SURFACE MARK, CONSISTING OF A PIECE OF TERRA-COTTA
 AB1490'SEWER PIPE 6 INCHES IN DIAMETER AND 26 INCHES LONG, FILLED
 AB1490'WITH CONCRETE AND INCASED IN A CYLINDER OF CONCRETE 18
 AB1490'INCHES IN DIAMETER AND 26 INCHES LONG.  IN THE CENTER OF THE
 AB1490'TOP OF THE PIPE WAS EMBEDDED A BOTTLE.  A NAIL HAS ITS POINT
 AB1490'PROJECTING 1/4 INCH ABOVE THE CONCRETE.  THE TOP OF THE
 AB1490'CYLINDER OF CONCRETE BEARS THE LETTERS U.S.C. AND G.S.
 AB1490'1905 AROUND THE TOP.  THE REFERENCE MARK IS A PIECE OF
 AB1490'SEWER PIPE 6 INCHES IN DIAMETER AND 26 INCHES LONG.  THE
 AB1490'PIPE IS SET IN CONCRETE AND THEN FILLED WITH CONCRETE
 AB1490'WITH A TWELVE-PENNY NAIL SET DOWN IN THE CENTER OF THE
 AB1490'TOP OF THE PIPE, ITS POINT PROJECTING 1/4 INCH ABOVE THE
 AB1490'CONCRETE.  FROM THE STATION THE NW CORNER OF MRS. WRENS
 AB1490'HOUSE BEARS N 37 DEG E, 12.210 METERS (40.06 FEET).  THE SW
 AB1490'CORNER OF THE PORCH BEARS N 78 DEG E 3.310 METERS
 AB1490'(10.86 FEET).  THE SW CORNER OF THE YARD FENCE BEARS S 56 DEG
 AB1490'E 6.570 METERS (21.56 FEET).  AND THE SW YARD FENCE IN THE
 AB1490'DIRECTION S 37 DEG W IS DISTANT 1.010 METERS (3.31 FEET).
 AB1490'AZIMUTH OBSERVATIONS WERE MADE IN 1905 AT A POINT 5.51 METERS
 AB1490'(18.1 FEET) FROM THE TRIANGULATION STATION IN LINE TO POINT
 AB1490'ISABEL S BASE.  THE LONGITUDE STATION OF 1906 IS 21.21 METERS
 AB1490'(69.6 FEET) N OF AN 10.60 METERS (34.8 FEET) E OF THE
 AB1490'TRIANGULATION STATION AND IS MARKED BY A CONCRETE PIER 16 BY 26
 AB1490'INCHES IN PLAN, 18 INCHES BELOW AND 34 INCHES ABOVE THE
 AB1490'GROUND.
 AB1490
 AB1490                          STATION RECOVERY (1938)
 AB1490
 AB1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1490'DESTROYED.  ASTRONOMIC STATION ALSO DESTROYED.
 AB1490'
 AB1490'A TOURIST CAMP WAS BUILT AT STATION SITE IN 1937.  BOTH MARKS
 AB1490'WERE DESTROYED BY GRADING FOR CONSTRUCTION OF THE CAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2710 ***********************************************************************
 CS2710  FBN         -  This is a Federal Base Network Control Station.
 CS2710  DESIGNATION -  FROST
 CS2710  PID         -  CS2710
 CS2710  STATE/COUNTY-  TX/NAVARRO
 CS2710  USGS QUAD   -  FROST (1965)
 CS2710
 CS2710                         *CURRENT SURVEY CONTROL
 CS2710  ___________________________________________________________________
 CS2710* NAD 83(1993)-  32 05 08.47996(N)    096 46 48.00624(W)     ADJUSTED  
 CS2710* NAVD 88     -       177.0    (meters)     581.     (feet)  GPS OBS   
 CS2710  ___________________________________________________________________
 CS2710  X           -    -638,589.472 (meters)                     COMP
 CS2710  Y           -  -5,371,317.467 (meters)                     COMP
 CS2710  Z           -   3,368,565.826 (meters)                     COMP
 CS2710  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 CS2710  ELLIP HEIGHT-         150.89  (meters)          (05/01/00) GPS OBS
 CS2710  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CS2710
 CS2710  HORZ ORDER  -  B
 CS2710  ELLP ORDER  -  THIRD     CLASS I
 CS2710
 CS2710.The horizontal coordinates were established by GPS observations
 CS2710.and adjusted by the National Geodetic Survey in May 1994..
 CS2710
 CS2710.The orthometric height was determined by GPS observations and a
 CS2710.high-resolution geoid model.
 CS2710
 CS2710.Photographs are available for this station.
 CS2710
 CS2710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2710
 CS2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2710
 CS2710.The ellipsoidal height was determined by GPS observations
 CS2710.and is referenced to NAD 83.
 CS2710
 CS2710.The geoid height was determined by GEOID03.
 CS2710
 CS2710;                    North         East     Units Scale Factor Converg.
 CS2710;SPC TXNC     - 2,047,796.250   762,371.648   MT  1.00001354   +0 56 17.1
 CS2710;SPC TXNC     - 6,718,478.20  2,501,214.32   sFT  1.00001354   +0 56 17.1
 CS2710;UTM  14      - 3,552,090.491   709,518.466   MT  1.00014139   +1 10 46.8
 CS2710
 CS2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2710!SPC TXNC     -   0.99997631  x   1.00001354  =   0.99998985
 CS2710!UTM  14      -   0.99997631  x   1.00014139  =   1.00011770
 CS2710
 CS2710|---------------------------------------------------------------------|
 CS2710| PID    Reference Object                     Distance      Geod. Az  |
 CS2710|                                                           dddmmss.s |
 CS2710| CY1916 FROST RM 3                            6.410 METERS 00449     |
 CS2710| CS2699 BLOOMING GROVE MUNICIPAL TANK       APPROX. 6.3 KM 0811515.3 |
 CS2710| CY1913 FROST AZ MK 2                                      0863909.8 |
 CS2710| CY1912 FROST AZ MK                                        0864047.5 |
 CS2710| CY1914 FROST RM 1                           46.375 METERS 09652     |
 CS2710| CY1915 FROST RM 2                           26.976 METERS 17716     |
 CS2710| CS2711 FROST MUNICIPAL TANK                APPROX. 2.2 KM 2543002.3 |
 CS2710| CY1917 FROST RM 4                           28.399 METERS 26419     |
 CS2710| CS0931 Z 954                               161.641 METERS 26636     |
 CS2710|---------------------------------------------------------------------|
 CS2710
 CS2710                          SUPERSEDED SURVEY CONTROL
 CS2710
 CS2710  ELLIP H (05/09/94)  151.04   (m)                       GP(       ) 4 2
 CS2710  NAD 83(1986)-  32 05 08.48880(N)    096 46 47.98542(W) AD(       ) 2
 CS2710  NAD 27      -  32 05 07.94000(N)    096 46 47.00900(W) AD(       ) 2
 CS2710  NGVD 29 (07/19/86)  177.02   (m)          580.8    (f) LEVELING    3  
 CS2710
 CS2710.Superseded values are not recommended for survey control.
 CS2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2710.See file dsdata.txt to determine how the superseded data were derived.
 CS2710
 CS2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0951852090(NAD 83)
 CS2710_MARKER: DS = TRIANGULATION STATION DISK
 CS2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2710_SP_SET: SQUARE CONCRETE MONUMENT
 CS2710_STAMPING: FROST 1948
 CS2710_MARK LOGO: CGS   
 CS2710_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS2710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2710+STABILITY: SURFACE MOTION
 CS2710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2710+SATELLITE: SATELLITE OBSERVATIONS - April 31, 2003
 CS2710
 CS2710  HISTORY     - Date     Condition        Report By
 CS2710  HISTORY     - 1948     MONUMENTED       CGS
 CS2710  HISTORY     - 1948     GOOD             CGS
 CS2710  HISTORY     - 1969     GOOD             CGS
 CS2710  HISTORY     - 19930322 GOOD             NGS
 CS2710  HISTORY     - 19950313 GOOD             NGS
 CS2710  HISTORY     - 19980213 GOOD             NGS
 CS2710  HISTORY     - 20030430 GOOD             NGS
 CS2710  HISTORY     - 20030431 GOOD             NGS
 CS2710
 CS2710                          STATION DESCRIPTION
 CS2710
 CS2710'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2710'THE STATION IS LOCATED ABOUT 1.5 MILES EAST-NORTHEAST OF FROST,
 CS2710'ALONG THE NORTH SIDE OF STATE HIGHWAY 22.  IT IS IN LINE WITH
 CS2710'A TERRACE AT EDGE OF FIELD AND 50 FEET NORTH OF THE CENTERLINE
 CS2710'OF THE HIGHWAY.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 CS2710'IS STAMPED FROST 1948.
 CS2710'
 CS2710'REFERENCE MARK NO. 1 IS 152.15 FEET EAST-SOUTHEAST OF THE
 CS2710'STATION, IN THE SHOULDER OF ROAD AND 22 FEET NORTH OF THE
 CS2710'CENTERLINE OF THE HIGHWAY.  THE MARK IS FLUSH WITH THE GROUND
 CS2710'AND THE DISK IS STAMPED FROST NO 1 1948.
 CS2710'
 CS2710'REFERENCE MARK NO. 2 IS 88.50 FEET SOUTH OF THE STATION AND 39
 CS2710'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS
 CS2710'2 INCHES AND THE DISK IS STAMPED FROST NO 2 1948.
 CS2710'
 CS2710'AZIMUTH MARK IS ABOUT 0.45 MILE EAST OF THE STATION, 49 FEET
 CS2710'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE
 CS2710'AND 2 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 4
 CS2710'INCHES AND THE DISK IS STAMPED FROST 1948.
 CS2710'
 CS2710'Z 954 1946 (USC AND GS) BENCH MARK IS 530.30 FEET WEST OF THE
 CS2710'STATION, 49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 CS2710'2 FEET EAST OF A WITNESS POST.  THE MARK IS SET IN AN 8 INCH
 CS2710'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND THE DISK
 CS2710'IS STAMPED Z 954 1946.  A TRAVERSE CONNECTION WAS MADE FROM
 CS2710'TRIANGULATION STATION FROST TO Z 954.
 CS2710'
 CS2710'TO REACH FROM THE JUNCTION OF FARM ROAD 667 WITH STATE HIGHWAY
 CS2710'22 AT THE NORTH EDGE OF FROST, GO EAST ON HIGHWAY 22 FOR 1.7
 CS2710'MILES TO THE STATION ON THE LEFT, CONTINUE ON FOR 0.45 MILE
 CS2710'TO THE AZIMUTH MARK ON THE LEFT.
 CS2710'
 CS2710'AN 87 FOOT SIGNAL AT BLOOMING GROVE IS VISIBLE AT 15 FEET.
 CS2710'
 CS2710'AN 87 FOOT SIGNAL AT RALEIGH IS VISIBLE AT 15 FEET.
 CS2710'
 CS2710'A 100 FOOT SIGNAL AT IRENE IS VISIBLE AT 37 FEET.
 CS2710'
 CS2710'A 74 FOOT SIGNAL AT RICHLAND IS VISIBLE FROM THE GROUND.
 CS2710'
 CS2710'A 100 FOOT SIGNAL AT MERTENS IS VISIBLE FROM THE GROUND.
 CS2710'
 CS2710'A 74 FOOT SIGNAL AT HOG IS VISIBLE AT 37 FEET.
 CS2710'
 CS2710'A 74 FOOT SIGNAL AT AVALON IS VISIBLE AT 50 FEET.
 CS2710'
 CS2710'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2710
 CS2710                          STATION RECOVERY (1948)
 CS2710
 CS2710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 CS2710'RECOVERED IN GOOD CONDITION.
 CS2710
 CS2710                          STATION RECOVERY (1969)
 CS2710
 CS2710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS2710'THE STATION SURFACE MARK WAS FOUND TO BE LEANING.  THE SUB-STATION
 CS2710'MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARKS NO. 1,
 CS2710'NO. 2 AND AZIMUTH MARK WERE FOUND TO BE DESTROYED.  THE UNDERGROUND
 CS2710'STATION MARK POINT WAS HELD, THEN BOTH SUB AND SURFACE STATION
 CS2710'MARKS WERE LOWERED IN THERE ORIGINAL POSITION.  TWO NEW
 CS2710'REFERENCE MARKS AND A NEW AZIMUTH MARK WERE SET.  A COMPLETE
 CS2710'DESCRIPTION IS AS FOLLOWS--
 CS2710'
 CS2710'THE STATION IS ABOUT 1-1/2 MILES EAST OF FROST ALONG THE
 CS2710'NORTH RIGHT-OF-WAY OF STATE HIGHWAY 22, IN THE NORTHWEST
 CS2710'ANGLE OF A ROAD JUNCTION.
 CS2710'
 CS2710'TO REACH STATION FROM THE JUNCTION OF FM HIGHWAY 669 AND STATE
 CS2710'HIGHWAY 22 IN FROST, GO EAST ON STATE HIGHWAY 22 FOR 1.65 MILES
 CS2710'TO STATION ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY 0.5 MILE TO
 CS2710'AZIMUTH MARK ON THE LEFT.
 CS2710'
 CS2710'STATION MARKS ARE STANDARD DISKS, STAMPED FROST 1948 1969.
 CS2710'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST 4 INCHES BELOW
 CS2710'THE SURFACE OF GROUND.  IT IS 48 FEET NORTH OF THE CENTER
 CS2710'LINE OF HIGHWAY, 33 FEET WEST OF THE CENTER OF ROAD LEADING
 CS2710'NORTH, AND 6 INCHES NORTHWEST OF A METAL WITNESS POST.
 CS2710'UNDERGROUND DISK IS SET IN AN 8-INCH CONCRETE POST 34 INCHES BELOW
 CS2710'SURFACE OF GROUND.
 CS2710'
 CS2710'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED FROST 1948 NO 3
 CS2710'1969 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS2710'5 INCHES ABOVE GROUND.  IT IS 68 FEET NORTH OF THE HIGHWAY
 CS2710'CENTER LINE, 24 FEET WEST OF THE CENTER OF ROAD LEADING NORTH,
 CS2710'AND 1 FOOT SOUTHWEST OF A GUYED POLE.
 CS2710'
 CS2710'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED FROST 1948 NO
 CS2710'4 1969, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 CS2710'THE SURFACE OF GROUND.  IT IS 43.5 FEET NORTH OF THE HIGHWAY
 CS2710'CENTER LINE, 125 FEET WEST OF THE CENTER OF ROAD LEADING
 CS2710'NORTH, 2 FEET EAST OF A TELEPHONE POLE, AND 1 FOOT NORTHWEST
 CS2710'OF A METAL WITNESS POST.
 CS2710'
 CS2710'AZIMUTH MARK A STANDARD DISK, STAMPED FROST 1948 1969, IS SET
 CS2710'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES
 CS2710'ABOVE GROUND.  IT IS 48 FEET NORTH OF THE HIGHWAY CENTER LINE,
 CS2710'9 FEET WEST OF A LONE MESQUITE TREE, 6 INCHES SOUTH OF THE
 CS2710'RIGHT-OF-WAY FENCE AND 1 FOOT EAST OF A METAL WITNESS POST.
 CS2710'
 CS2710'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5
 CS2710'MILES EAST OF FROST.
 CS2710
 CS2710                          STATION RECOVERY (1993)
 CS2710
 CS2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CS2710'STATION IS LOCATED ABOUT 35 KM (21.75 MI) EAST-NORTHEAST OF HILLSBORO,
 CS2710'4 KM (2.50 MI) EAST OF FROST, 6.5 KM (4.05 MI) WEST OF BLOOMING
 CS2710'GROVE, ALONG STATE HIGHWAY 22, AT MILE 606.8, AT JUNCTION OF A NARROW
 CS2710'PAVED ROAD LEADING NORTH, ON THE RIGHT-OF-WAY EDGE, IN LOW WEEDS, AT
 CS2710'THE SOUTHEAST CORNER OF AN UNFENCED CULTIVATED FIELD.
 CS2710'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 CS2710'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 22 AND FARM ROAD 667 AT
 CS2710'FROST, GO EASTERLY ON HIGHWAY 22 FOR 2.53 KM (1.55 MI) TO THE BENCH
 CS2710'MARK ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY 22 FOR 0.18 KM
 CS2710'(0.10 MI) TO TOP OF RISE, ROAD NW 4550 AND THE STATION ON THE LEFT.
 CS2710'STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 CS2710'RECESSED 10 CM BELOW GROUND.  IT IS 14.3 M (46.9 FT) NORTH OF AND
 CS2710'LEVEL WITH THE HIGHWAY CENTER, 9.2 M (30.2 FT) WEST OF THE ROAD
 CS2710'CENTER, 0.2 M (0.7 FT) NORTHWEST OF A METAL WITNESS POST, 1.4 M
 CS2710'(4.6 FT) NORTHWEST OF A TELEPHONE PEDESTAL, AND 3.6 M (11.8 FT)
 CS2710'EAST-NORTHEAST OF A TELEPHONE PEDESTAL.
 CS2710
 CS2710                          STATION RECOVERY (1995)
 CS2710
 CS2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS2710'STATION IS LOCATED ABOUT 35 KM (21.75 MI) EAST-NORTHEAST OF HILLBORO,
 CS2710'4 KM (2.50 MI) EAST OF FROST, 6.5 KM (4.05 MI) WEST OF BLOOMING GROVE,
 CS2710'ALONG STATE HIGHWAY 22 AT MILE 606.8, AT JUNCTION OF A NARROW PAVED
 CS2710'ROAD LEADING NORTH, ON THE RIGHT-OF-WAY EDGE AT THE SOUTHEAST CORNER
 CS2710'OF AN UNFENCED CULTIVATED FIELD.  OWNERSHIP--TEXAS DEPARTMENT OF
 CS2710'TRANSPORTATION.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 22 AND
 CS2710'FARM ROAD 667 AT FROST, GO EASTERLY ON HIGHWAY 22 FOR 2.53 KM (1.55
 CS2710'MI) TO THE BENCH MARK ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY 22 FOR
 CS2710'0.18 KM (0.10 MI) TO TOP OF RISE, ROAD NW 4550 AND THE STATION ON THE
 CS2710'LEFT.  STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 CS2710'RECESSED 10 CM BELOW GROUND.  IT IS 14.3 M (46.9 FT) NORTH OF AND
 CS2710'LEVEL WITH THE HIGHWAY CENTER, 9.2 M (30.2 FT) WEST OF THE ROAD
 CS2710'CENTER, 0.2 M (0.7 FT) NORTHWEST OF A METAL WITNESS POST, 1.4 M (4.6
 CS2710'FT) NORTHWEST OF A TELEPHONE PEDESTAL, AND 3.6 M (11.8 FT)
 CS2710'EAST-NORTHEAST OF A TELEPHONE PEDESTAL.
 CS2710
 CS2710                          STATION RECOVERY (1998)
 CS2710
 CS2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CS2710'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) WEST OF BLOOMING GROVE,
 CS2710'AND ABOUT 2.0 KM (1.25 MI) EAST OF FROST, ALONG THE NORTH-NORTHWEST
 CS2710'SIDE OF STATE HIGHWAY 22, IN THE WEST-NORTHWEST ANGLE OF THE JUNCTION
 CS2710'OF A NARROW PAVED ROAD (NW 4450) LEADING NORTH.  OWNERSHIP--TEXAS
 CS2710'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 CS2710'OF STATE HIGHWAY 22 AND FARM ROAD 667 NEAR THE CENTER OF FROST, GO
 CS2710'EASTERLY, FOR 2.65 KM (1.65 MI) ALONG HIGHWAY 22 TO ROAD NW 4450 AND
 CS2710'THE STATION ON THE LEFT, JUST WEST OF THE SIDE ROAD.  STATION IS 14.3
 CS2710'M (46.9 FT) NORTH-NORTHWEST OF THE HIGHWAY CENTER, 9.4 M (30.8 FT)
 CS2710'WEST OF THE ROAD 4450 CENTER, 4.1 M (13.5 FT) WEST-NORTHWEST OF A STOP
 CS2710'SIGN, 3.7 M (12.1 FT) EAST-NORTHEAST OF A TELEPHONE PEDESTAL, 1.1 M
 CS2710'(3.6 FT) WEST-NORTHWEST OF A TELEPHONE PEDESTAL, 0.7 M (2.3 FT)
 CS2710'NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST, AND THE MONUMENT IS
 CS2710'ABOUT 0.2 M (0.7 FT) ABOVE THE HIGHWAY LEVEL AND RECESSED ABOUT 5-CM
 CS2710'BELOW THE GROUND SURFACE.  BY R.G. HAYES
 CS2710
 CS2710                          STATION RECOVERY (2003)
 CS2710
 CS2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 CS2710'RECOVERED IN GOOD CONDITION.
 CS2710
 CS2710                          STATION RECOVERY (2003)
 CS2710
 CS2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 CS2710'RECOVERED AS DESCRIBED.
 CS2710'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1059 ***********************************************************************
 CD1059  DESIGNATION -  FROST
 CD1059  PID         -  CD1059
 CD1059  STATE/COUNTY-  TX/HUDSPETH
 CD1059  USGS QUAD   -  SMALL (1972)
 CD1059
 CD1059                         *CURRENT SURVEY CONTROL
 CD1059  ___________________________________________________________________
 CD1059* NAD 83(1993)-  31 16 17.72638(N)    105 36 11.71246(W)     ADJUSTED  
 CD1059* NAVD 88     -      1243.20   (+/-2cm)    4078.7    (feet)  VERTCON   
 CD1059  ___________________________________________________________________
 CD1059  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 CD1059  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CD1059
 CD1059  HORZ ORDER  -  FIRST
 CD1059  VERT ORDER  -  THIRD ? (See Below)
 CD1059
 CD1059.The horizontal coordinates were established by classical geodetic methods
 CD1059.and adjusted by the National Geodetic Survey in February 1996..
 CD1059
 CD1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1059.The vertical order pertains to the NGVD 29 superseded value.
 CD1059
 CD1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1059
 CD1059.The geoid height was determined by GEOID03.
 CD1059
 CD1059;                    North         East     Units Scale Factor Converg.
 CD1059;SPC TX C     - 3,189,799.087   198,373.709   MT  0.99989282   -2 42 51.5
 CD1059;SPC TX C     -10,465,199.17    650,831.08   sFT  0.99989282   -2 42 51.5
 CD1059;UTM  13      - 3,459,858.570   442,573.141   MT  0.99964068   -0 18 47.4
 CD1059
 CD1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1059!SPC TX C     -   0.99980851  x   0.99989282  =   0.99970135
 CD1059!UTM  13      -   0.99980851  x   0.99964068  =   0.99944926
 CD1059
 CD1059|---------------------------------------------------------------------|
 CD1059| PID    Reference Object                     Distance      Geod. Az  |
 CD1059|                                                           dddmmss.s |
 CD1059| CH9394 FROST RM 1                           26.984 METERS 00426     |
 CD1059| CH9395 FROST RM 2                           26.827 METERS 08243     |
 CD1059| CH9393 FROST AZ MK                                        1421047.0 |
 CD1059|---------------------------------------------------------------------|
 CD1059
 CD1059                          SUPERSEDED SURVEY CONTROL
 CD1059
 CD1059  NAD 83(1986)-  31 16 17.73724(N)    105 36 11.70455(W) AD(       ) 1
 CD1059  NAD 27      -  31 16 17.28244(N)    105 36 09.84566(W) AD(       ) 1
 CD1059  NGVD 29 (07/19/86) 1242.62   (m)         4076.8    (f) LEVELING    3  
 CD1059
 CD1059.Superseded values are not recommended for survey control.
 CD1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1059.See file dsdata.txt to determine how the superseded data were derived.
 CD1059
 CD1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ4257359859(NAD 83)
 CD1059_MARKER: DS = TRIANGULATION STATION DISK
 CD1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CD1059
 CD1059  HISTORY     - Date     Condition        Report By
 CD1059  HISTORY     - 1968     MONUMENTED       CGS
 CD1059
 CD1059                          STATION DESCRIPTION
 CD1059
 CD1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD1059'THE STATION IS LOCATED ABOUT 16 MILES WEST-NORTHWEST OF SIERRA
 CD1059'BLANCA AND 14-1/2 MILES EAST-SOUTHEAST OF FT. HANCOCK ON PROPERTY
 CD1059'OWNED BY MR. JACK FROST.
 CD1059'
 CD1059'TO REACH FROM THE SMALL VILLAGE OF FT. HANCOCK GO NORTHEAST FOR
 CD1059'0.6 MILE TO THE JUNCTION WITH INTERSTATE HIGHWAY 10.  TURN RIGHT
 CD1059'AND GO EAST ON INTERSTATE HIGHWAY 10 FOR 13.1 MILES TO THE
 CD1059'ESPERANZA EXIT.  TAKE EXIT, TURN LEFT AND GO NORTH, CROSSING OVER
 CD1059'INTERSTATE 10, FOR 0.1 MILE TO A CATTLEGUARD.  CROSS CATTLEGUARD
 CD1059'AND GO NORTHEASTERLY ON THE MAIN BLADED ROAD FOR 7.2 MILES TO A
 CD1059'RAILROAD CROSSING.  CROSS RAILROAD AND CONTINUE NORTHEASTERLY
 CD1059'ON BLADED ROAD FOR 0.2 MILE TO AN OLD PAVED ROAD.  TURN RIGHT
 CD1059'AND GO EAST-NORTHEAST FOR 1.8 MILES TO THE EAST END OF A DIRT
 CD1059'LANDING STRIP.  TURN LEFT AND GO NORTH ON BLADED ROAD FOR 0.2
 CD1059'MILE TO THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO WEST ON
 CD1059'A TRACK AND BULLDOZED ROAD FOR 0.35 MILE TO THE TOP OF A RISE.
 CD1059'TURN RIGHT AND PICK WAY NORTHERLY FOR ABOUT 0.3 MILE TO THE
 CD1059'STATION.
 CD1059'
 CD1059'THE STATION MARK IS A STANDARD DISK, STAMPED FROST 1968, SET IN
 CD1059'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND PROJECTS 2
 CD1059'INCHES.  IT IS 6 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 CD1059'ATTACHED.
 CD1059'
 CD1059'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FROST NO 1 1968, SET
 CD1059'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND PROJECTS
 CD1059'4 INCHES.  IT IS 83 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 CD1059'ATTACHED.
 CD1059'
 CD1059'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FROST NO 2 1968, SET
 CD1059'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND PROJECTS
 CD1059'4 INCHES.  IT IS 85 FEET EAST-NORTHEAST OF A METAL WITNESS POST
 CD1059'WITH SIGN ATTACHED.
 CD1059'
 CD1059'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FROST 1968, SET IN
 CD1059'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AND PROJECTS 4
 CD1059'INCHES.  IT IS 17 FEET WEST OF THE CENTER OF THE BLADED ROAD, 9.5
 CD1059'FEET NORTH OF A 2-1/2 FOOT SQUARE CONCRETE WELL CASING WHICH
 CD1059'PROJECTS 1 FOOT AND 3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 CD1059'POST WITH SIGN ATTACHED.
 CD1059'
 CD1059'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2711 ***********************************************************************
 CS2711  DESIGNATION -  FROST MUNICIPAL TANK
 CS2711  PID         -  CS2711
 CS2711  STATE/COUNTY-  TX/NAVARRO
 CS2711  USGS QUAD   -  FROST (1965)
 CS2711
 CS2711                         *CURRENT SURVEY CONTROL
 CS2711  ___________________________________________________________________
 CS2711* NAD 83(1993)-  32 04 49.52315(N)    096 48 08.26618(W)     ADJUSTED  
 CS2711* NAVD 88     -                                                        
 CS2711  ___________________________________________________________________
 CS2711  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 CS2711  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CS2711
 CS2711  HORZ ORDER  -  THIRD
 CS2711
 CS2711.The horizontal coordinates were established by classical geodetic methods
 CS2711.and adjusted by the National Geodetic Survey in February 1996..
 CS2711
 CS2711
 CS2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2711
 CS2711.The geoid height was determined by GEOID03.
 CS2711
 CS2711;                    North         East     Units Scale Factor Converg.
 CS2711;SPC TXNC     - 2,047,178.169   760,276.625   MT  1.00001507   +0 55 33.3
 CS2711;SPC TXNC     - 6,716,450.38  2,494,340.89   sFT  1.00001507   +0 55 33.3
 CS2711;UTM  14      - 3,551,463.504   707,425.814   MT  1.00013063   +1 10 03.5
 CS2711
 CS2711                          SUPERSEDED SURVEY CONTROL
 CS2711
 CS2711  NAD 83(1986)-  32 04 49.53192(N)    096 48 08.24591(W) AD(       ) 4
 CS2711  NAD 27      -  32 04 48.98300(N)    096 48 07.26200(W) AD(       ) 3
 CS2711
 CS2711.Superseded values are not recommended for survey control.
 CS2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2711.See file dsdata.txt to determine how the superseded data were derived.
 CS2711
 CS2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0742651464(NAD 83)
 CS2711_MARKER: 53 = ELEVATED TANK
 CS2711
 CS2711  HISTORY     - Date     Condition        Report By
 CS2711  HISTORY     - 1948     FIRST OBSERVED   CGS
 CS2711  HISTORY     - 20020824 GOOD             USPSQD
 CS2711
 CS2711                          STATION DESCRIPTION
 CS2711
 CS2711'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2711'THE STATION IS LOCATED IN THE EAST PART OF THE TOWN OF FROST,
 CS2711'80 FEET WEST-NORTHWEST OF A STANDPIPE.
 CS2711'
 CS2711'THE TANK IS OF STEEL CONSTRUCTION, 48 FEET SQUARE AT THE BASE,
 CS2711'FOUR-LEGGED, 200 FEET HIGH AND PAINTED SILVER.
 CS2711'
 CS2711'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 CS2711
 CS2711                          STATION RECOVERY (2002)
 CS2711
 CS2711'RECOVERY NOTE BY US POWER SQUADRON 2002 (HRM)
 CS2711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1929 ***********************************************************************
 FL1929  DESIGNATION -  FROSTY
 FL1929  PID         -  FL1929
 FL1929  STATE/COUNTY-  TX/WHEELER
 FL1929  USGS QUAD   -  KELTON SE (1962)
 FL1929
 FL1929                         *CURRENT SURVEY CONTROL
 FL1929  ___________________________________________________________________
 FL1929* NAD 83(1993)-  35 20 33.67249(N)    100 05 02.86567(W)     ADJUSTED  
 FL1929* NAVD 88     -       678.     (meters)    2224.     (feet)  SCALED    
 FL1929  ___________________________________________________________________
 FL1929  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FL1929  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 FL1929
 FL1929  HORZ ORDER  -  SECOND
 FL1929
 FL1929.The horizontal coordinates were established by classical geodetic methods
 FL1929.and adjusted by the National Geodetic Survey in February 1996..
 FL1929
 FL1929.The orthometric height was scaled from a topographic map.
 FL1929
 FL1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1929
 FL1929.The geoid height was determined by GEOID03.
 FL1929
 FL1929;                    North         East     Units Scale Factor Converg.
 FL1929;SPC TX N     - 1,149,874.598   328,695.301   MT  0.99991173   +0 49 14.0
 FL1929;SPC TX N     - 3,772,546.91  1,078,394.50   sFT  0.99991173   +0 49 14.0
 FL1929;SPC OK S     -   224,849.633   410,549.269   MT  1.00002344   -1 10 58.8
 FL1929;SPC OK S     -   737,694.17  1,346,943.73   sFT  1.00002344   -1 10 58.8
 FL1929;SPC OK N     -    40,056.168   410,545.668   MT  1.00004820   -1 13 47.8
 FL1929;SPC OK N     -   131,417.61  1,346,931.91   sFT  1.00004820   -1 13 47.8
 FL1929;UTM  14      - 3,911,585.998   401,483.655   MT  0.99971961   -0 37 37.9
 FL1929
 FL1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1929!SPC TX N     -   0.99989774  x   0.99991173  =   0.99980948
 FL1929!SPC OK S     -   0.99989774  x   1.00002344  =   0.99992118
 FL1929!SPC OK N     -   0.99989774  x   1.00004820  =   0.99994594
 FL1929!UTM  14      -   0.99989774  x   0.99971961  =   0.99961738
 FL1929
 FL1929|---------------------------------------------------------------------|
 FL1929| PID    Reference Object                     Distance      Geod. Az  |
 FL1929|                                                           dddmmss.s |
 FL1929| CK9653 FROSTY RM 1                          18.955 METERS 05542     |
 FL1929| CK9652 FROSTY AZ MK                                       2791903.4 |
 FL1929| CK9654 FROSTY RM 2                          18.681 METERS 30743     |
 FL1929|---------------------------------------------------------------------|
 FL1929
 FL1929                          SUPERSEDED SURVEY CONTROL
 FL1929
 FL1929  NAD 83(1993)-  35 20 33.67293(N)    100 05 02.86547(W) AD(       ) 2
 FL1929  NAD 83(1986)-  35 20 33.67585(N)    100 05 02.85583(W) AD(       ) 2
 FL1929  NAD 27      -  35 20 33.49700(N)    100 05 01.44900(W) AD(       ) 2
 FL1929
 FL1929.Superseded values are not recommended for survey control.
 FL1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1929.See file dsdata.txt to determine how the superseded data were derived.
 FL1929
 FL1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0148411586(NAD 83)
 FL1929_MARKER: DS = TRIANGULATION STATION DISK
 FL1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1929
 FL1929  HISTORY     - Date     Condition        Report By
 FL1929  HISTORY     - 1951     MONUMENTED       CGS
 FL1929
 FL1929                          STATION DESCRIPTION
 FL1929
 FL1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1929'THE STATION IS ABOUT 13 MILES AIR LINE SOUTHEAST OF WHEELER.
 FL1929'9 MILES AIR LINE EAST-NORTHEAST OF TWITTY.  AND 13 MILES AIR
 FL1929'LINE NORTHEAST OF SHAMROCK.  THE STATION MARK IS A BRONZE
 FL1929'DISK STAMPED FROSTY 1951, AND IS IN A CONCRETE POST SET FLUSH
 FL1929'WITH THE GROUND.  IT IS LOCATED 2 FEET NORTH OF A FENCE LINE.
 FL1929'7 FEET EAST OF A WHITE WITNESS POST.  AND 21 FEET SOUTH OF THE
 FL1929'CENTER LINE OF AN EAST-WEST ROAD.
 FL1929'
 FL1929'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED FROSTY NO 1 1951,
 FL1929'AND IS IN A CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS
 FL1929'LOCATED 1 FOOT SOUTH OF A FENCE LINE AND 16 FEET NORTH OF THE
 FL1929'CENTER LINE OF ROAD.
 FL1929'
 FL1929'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED FROSTY NO 2 1951,
 FL1929'AND IS IN A CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS
 FL1929'LOCATED 2 FEET SOUTH OF A FENCE LINE AND 18 FEET NORTH OF THE
 FL1929'CENTER LINE OF ROAD.
 FL1929'
 FL1929'THE AZIMUTH MARK IS A BRONZE DISK STAMPED FROSTY 1951, AND
 FL1929'IS IN A CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS LOCATED
 FL1929'ON THE TOP OF A SANDY KNOLL 1.8 MILES AIR LINE WEST OF THE
 FL1929'STATION.  0.2 MILE SOUTH-SOUTHWEST OF A FARM HOUSE.  AND 0.7
 FL1929'MILE SOUTH OF THE FIRST CROSSROAD REACHED AFTER LEAVING SURFACED
 FL1929'ROAD.
 FL1929'
 FL1929'TO REACH FROM THE COURTHOUSE IN WHEELER, GO EAST ON STATE
 FL1929'HIGHWAY 152 FOR 8.85 MILES TO THE PURNELL GROCERY STORE AND
 FL1929'CROSSROAD.  TURN RIGHT, SOUTH, ON FARM ROAD 592 AND GO 5.8
 FL1929'MILES TO A POINT WHERE THE SURFACED ROAD TURNS SOUTHWEST.
 FL1929'CONTINUE STRAIGHT AHEAD, SOUTH, ON DIRT ROAD FOR 0.05 MILE
 FL1929'TO A CROSSROAD.  TURN LEFT, EAST, GO 1.0 MILE TO A CROSSROAD.
 FL1929'TURN RIGHT, SOUTH, AND GO 1.0 MILE TO A FENCE CORNER.  TURN
 FL1929'LEFT, EAST, GO 0.55 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2644 ***********************************************************************
 AX2644  DESIGNATION -  FRYDEK ST MARYS CATH CH SPIRE
 AX2644  PID         -  AX2644
 AX2644  STATE/COUNTY-  TX/AUSTIN
 AX2644  USGS QUAD   -  SAN FELIPE (1980)
 AX2644
 AX2644                         *CURRENT SURVEY CONTROL
 AX2644  ___________________________________________________________________
 AX2644* NAD 83(1993)-  29 45 15.15696(N)    096 05 12.38884(W)     ADJUSTED  
 AX2644* NAVD 88     -                                                        
 AX2644  ___________________________________________________________________
 AX2644  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AX2644  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX2644
 AX2644  HORZ ORDER  -  THIRD
 AX2644
 AX2644.The horizontal coordinates were established by classical geodetic methods
 AX2644.and adjusted by the National Geodetic Survey in February 1996..
 AX2644
 AX2644
 AX2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2644
 AX2644.The geoid height was determined by GEOID03.
 AX2644
 AX2644;                    North         East     Units Scale Factor Converg.
 AX2644;SPC TXSC     - 4,216,394.557   881,716.211   MT  0.99988993   +1 25 38.0
 AX2644;SPC TXSC     -13,833,287.81  2,892,763.94   sFT  0.99988993   +1 25 38.0
 AX2644;UTM  14      - 3,295,106.779   781,725.690   MT  1.00057940   +1 26 48.2
 AX2644
 AX2644                          SUPERSEDED SURVEY CONTROL
 AX2644
 AX2644  NAD 83(1986)-  29 45 15.17187(N)    096 05 12.37268(W) AD(       ) 4
 AX2644  NAD 27      -  29 45 14.33122(N)    096 05 11.51919(W) AD(       ) 3
 AX2644
 AX2644.Superseded values are not recommended for survey control.
 AX2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2644.See file dsdata.txt to determine how the superseded data were derived.
 AX2644
 AX2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8172695107(NAD 83)
 AX2644_MARKER: 90 = CHURCH SPIRE
 AX2644
 AX2644  HISTORY     - Date     Condition        Report By
 AX2644  HISTORY     - 1935     FIRST OBSERVED   CGS
 AX2644  HISTORY     - 19991017 GOOD             USPSQD
 AX2644
 AX2644                          STATION DESCRIPTION
 AX2644
 AX2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AX2644'THIS STATION IS THE BASE OF THE CROSS ON THE SPIRE OF THE
 AX2644'ST. MARYS CATHOLIC CHURCH.  THE CHURCH IS A WOODEN BUILDING
 AX2644'PAINTED YELLOW.  IT HAS A SQUARE WOODEN TOWER AT THE NE CENTER
 AX2644'OVER THE ENTRANCE.  THE UPPER PART OF THE TOWER IS A BELFRY
 AX2644'WITH A SINGLE LOUVERED WINDOW ON EACH SIDE.  THE TOP OF THE
 AX2644'TOWER IS PYRAMIDAL SHAPED WITH A CROSS AT THE TIP.  THE SPIRE
 AX2644'IS ABOUT 75 FEET HIGH.  THE BUILDING WAS ERECTED IN 1924.
 AX2644'
 AX2644'THE CHURCH IS ABOUT 4-1/2 MILES SE OF SEALY, ABOUT 8-1/2 MILES
 AX2644'WSW OF BROOKSHIRE, AND ABOUT 9 MILES NNW OF WALLIS, IN THE
 AX2644'VILLAGE OF FRYDEK.  IT IS ABOUT 75 FEET SW OF A ROAD AND ABOUT
 AX2644'200 FEET NW OF A ROAD.
 AX2644
 AX2644                          STATION RECOVERY (1999)
 AX2644
 AX2644'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0568 ***********************************************************************
 CE0568  DESIGNATION -  FT BLISS CH SPIRE 2ND N OF 5
 CE0568  PID         -  CE0568
 CE0568  STATE/COUNTY-  TX/EL PASO
 CE0568  USGS QUAD   -  EL PASO (1997)
 CE0568
 CE0568                         *CURRENT SURVEY CONTROL
 CE0568  ___________________________________________________________________
 CE0568* NAD 83(1993)-  31 50 44.16485(N)    106 26 51.61150(W)     ADJUSTED  
 CE0568* NAVD 88     -                                                        
 CE0568  ___________________________________________________________________
 CE0568  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 CE0568  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0568
 CE0568  HORZ ORDER  -  THIRD
 CE0568
 CE0568.The horizontal coordinates were established by classical geodetic methods
 CE0568.and adjusted by the National Geodetic Survey in February 1996..
 CE0568
 CE0568
 CE0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0568
 CE0568.The geoid height was determined by GEOID03.
 CE0568
 CE0568;                    North         East     Units Scale Factor Converg.
 CE0568;SPC TX C     - 3,257,457.091   121,568.138   MT  0.99999008   -3 08 57.3
 CE0568;SPC TX C     -10,687,173.81    398,844.80   sFT  0.99999008   -3 08 57.3
 CE0568;UTM  13      - 3,524,235.137   363,024.689   MT  0.99983139   -0 45 50.2
 CE0568
 CE0568                          SUPERSEDED SURVEY CONTROL
 CE0568
 CE0568  NAD 83(1993)-  31 50 44.16598(N)    106 26 51.61108(W) AD(       ) 4
 CE0568  NAD 83(1986)-  31 50 44.16813(N)    106 26 51.60969(W) AD(       ) 4
 CE0568  NAD 27      -  31 50 43.78200(N)    106 26 49.65800(W) AD(       ) 3
 CE0568
 CE0568.Superseded values are not recommended for survey control.
 CE0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0568.See file dsdata.txt to determine how the superseded data were derived.
 CE0568
 CE0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6302524235(NAD 83)
 CE0568_MARKER: 90 = CHURCH SPIRE
 CE0568
 CE0568  HISTORY     - Date     Condition        Report By
 CE0568  HISTORY     - 1943     FIRST OBSERVED   CGS
 CE0568  HISTORY     - 1954     GOOD             AMS
 CE0568
 CE0568                          STATION DESCRIPTION
 CE0568
 CE0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0568'ONE OF FIVE CHURCHES IN A N-S ROW ALONG THE W SIDE OF U.S.
 CE0568'HIGHWAY 54, OPPOSITE THE RECEPTION CENTER OF FORT BLISS.
 CE0568'ALL ARE ARMY CHURCHES OF SIMILAR DESIGN.  WHITE WITH GREY
 CE0568'ROOFS, FINIALS ON BELFRYS.
 CE0568'
 CE0568'THE SECOND ONE FROM THE N OF THESE CHURCHES STANDS ABOUT 1/4
 CE0568'MILE W OF U.S. HIGHWAY 54, WHERE THE HIGHWAY BENDS TO THE E
 CE0568'SIDE OF FIRE STATION 4 AT A FORK, AND 1/8 MILE N OF SEVENTH
 CE0568'STREET, WHICH LEADS W FROM THIS FORK AND FIRE STATION.
 CE0568'
 CE0568'THE SPIRE, OR FINIAL ON THE SPIRE, WAS THE OBJECT OBSERVED,
 CE0568'AND MARKS THE STATION CENTER.
 CE0568
 CE0568                          STATION RECOVERY (1954)
 CE0568
 CE0568'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0568'THE CHURCH SPIRE WAS RECOVERED AS DESCRIBED IN GOOD CONDITION,
 CE0568'EXCEPT THAT ALL OF THE CHURCH SPIRES ARE NOW PAINTED CREAM IN
 CE0568'COLOR WITH GREEN ROOFS AND GREEN SPIRES.  THE SPIRE IS LOCATED
 CE0568'AT THE EXTREME E END OF THE CHURCH ON TOP OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0572 ***********************************************************************
 CE0572  DESIGNATION -  FT BLISS CH SPIRE CEN OF 5
 CE0572  PID         -  CE0572
 CE0572  STATE/COUNTY-  TX/EL PASO
 CE0572  USGS QUAD   -  EL PASO (1997)
 CE0572
 CE0572                         *CURRENT SURVEY CONTROL
 CE0572  ___________________________________________________________________
 CE0572* NAD 83(1993)-  31 50 33.82741(N)    106 26 51.35739(W)     ADJUSTED  
 CE0572* NAVD 88     -                                                        
 CE0572  ___________________________________________________________________
 CE0572  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 CE0572  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CE0572
 CE0572  HORZ ORDER  -  THIRD
 CE0572
 CE0572.The horizontal coordinates were established by classical geodetic methods
 CE0572.and adjusted by the National Geodetic Survey in February 1996..
 CE0572
 CE0572
 CE0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0572
 CE0572.The geoid height was determined by GEOID03.
 CE0572
 CE0572;                    North         East     Units Scale Factor Converg.
 CE0572;SPC TX C     - 3,257,138.803   121,557.317   MT  0.99998935   -3 08 57.1
 CE0572;SPC TX C     -10,686,129.56    398,809.30   sFT  0.99998935   -3 08 57.1
 CE0572;UTM  13      - 3,523,916.725   363,027.124   MT  0.99983139   -0 45 49.9
 CE0572
 CE0572                          SUPERSEDED SURVEY CONTROL
 CE0572
 CE0572  NAD 83(1993)-  31 50 33.82851(N)    106 26 51.35686(W) AD(       ) 4
 CE0572  NAD 83(1986)-  31 50 33.83027(N)    106 26 51.35537(W) AD(       ) 4
 CE0572  NAD 27      -  31 50 33.44400(N)    106 26 49.40400(W) AD(       ) 3
 CE0572
 CE0572.Superseded values are not recommended for survey control.
 CE0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0572.See file dsdata.txt to determine how the superseded data were derived.
 CE0572
 CE0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6302723917(NAD 83)
 CE0572_MARKER: 90 = CHURCH SPIRE
 CE0572
 CE0572  HISTORY     - Date     Condition        Report By
 CE0572  HISTORY     - 1943     FIRST OBSERVED   CGS
 CE0572  HISTORY     - 1954     GOOD             AMS
 CE0572
 CE0572                          STATION DESCRIPTION
 CE0572
 CE0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CE0572'THE OBJECT OBSERVED UPON FOR INTERSECTIONS IS THE FINIAL ON
 CE0572'TOP OF THE BELFRY ON THE CENTER ONE OF FIVE CHURCHES WHICH
 CE0572'STAND IN A N-S ROW ALONG THE W SIDE OF U.S. HIGHWAY 54.  ALL
 CE0572'CHURCHES ARE ON THE ARMY GROUNDS OF FORT BLISS, ACROSS THE
 CE0572'HIGHWAY FROM THE RECEPTION CENTER, AND ALL ARE WHITE FRAME
 CE0572'STRUCTURES WITH GREY ROOFS, OF THE SAME DESIGN.
 CE0572'
 CE0572'THE CENTER ONE OF THESE FIVE CHURCHES IS ABOUT 1/4 MILE W OF
 CE0572'U.S. HIGHWAY 54, AND 1/8 MILE S OF SEVENTH STREET, WHICH
 CE0572'LEADS W FROM THE HIGHWAY AT A FORK AND FIRE STATION 4.
 CE0572
 CE0572                          STATION RECOVERY (1954)
 CE0572
 CE0572'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0572'THE CHURCH SPIRE WAS RECOVERED AS DESCRIBED IN GOOD CONDITION,
 CE0572'EXCEPT THAT ALL OF THE CHURCHES ARE NOW PAINTED CREAM IN COLOR
 CE0572'WITH GREEN ROOFS AND GREEN SPIRES.  THE SPIRE IS LOCATED AT THE
 CE0572'EXTREME E END OF THE CHURCH ON TOP OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0810 ***********************************************************************
 BP0810  DESIGNATION -  FT DAVIS HRAS VLBI 7216
 BP0810  PID         -  BP0810
 BP0810  STATE/COUNTY-  TX/JEFF DAVIS
 BP0810  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0810
 BP0810                         *CURRENT SURVEY CONTROL
 BP0810  ___________________________________________________________________
 BP0810* NAD 83(1993)-  30 38 12.18806(N)    103 56 50.11303(W)     ADJUSTED  
 BP0810* NAVD 88     -      1618.5    (meters)    5310.     (feet)  VERTCON   
 BP0810  ___________________________________________________________________
 BP0810  X           -  -1,324,210.456 (meters)                     COMP
 BP0810  Y           -  -5,332,024.647 (meters)                     COMP
 BP0810  Z           -   3,232,118.486 (meters)                     COMP
 BP0810  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BP0810  ELLIP HEIGHT-        1596.31  (meters)          (04/03/92) GPS OBS
 BP0810  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0810
 BP0810  HORZ ORDER  -  A
 BP0810  ELLP ORDER  -  FIRST     CLASS I
 BP0810
 BP0810.The horizontal coordinates were established by VLBI observations
 BP0810.and local terrestrial surveys and adjusted by the
 BP0810.National Geodetic Survey in April 1992..
 BP0810
 BP0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0810
 BP0810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BP0810
 BP0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0810
 BP0810.The ellipsoidal height was determined by GPS observations
 BP0810.and is referenced to NAD 83.
 BP0810
 BP0810.The geoid height was determined by GEOID03.
 BP0810
 BP0810;                    North         East     Units Scale Factor Converg.
 BP0810;SPC TX C     - 3,113,161.932   353,648.657   MT  0.99990187   -1 51 41.0
 BP0810;SPC TX C     -10,213,765.44  1,160,262.30   sFT  0.99990187   -1 51 41.0
 BP0810;UTM  13      - 3,389,814.724   600,883.272   MT  0.99972555   +0 32 11.5
 BP0810
 BP0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0810!SPC TX C     -   0.99974938  x   0.99990187  =   0.99965127
 BP0810!UTM  13      -   0.99974938  x   0.99972555  =   0.99947500
 BP0810
 BP0810                          SUPERSEDED SURVEY CONTROL
 BP0810
 BP0810  NAD 83(1986)-  30 38 12.18829(N)    103 56 50.11354(W) AD(       ) 1
 BP0810  NGVD 29 (04/03/92) 1617.9    (m)         5308.     (f) GPS OBS        
 BP0810
 BP0810.Superseded values are not recommended for survey control.
 BP0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0810.See file dsdata.txt to determine how the superseded data were derived.
 BP0810
 BP0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0088389815(NAD 83)
 BP0810_MARKER: Z = SEE DESCRIPTION
 BP0810_SETTING: 0 = UNSPECIFIED SETTING
 BP0810_MARK LOGO: NGS   
 BP0810_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BP0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BP0810+SATELLITE: SATELLITE OBSERVATIONS - 1986
 BP0810
 BP0810  HISTORY     - Date     Condition        Report By
 BP0810  HISTORY     - 1981     MONUMENTED       NGS
 BP0810  HISTORY     - 1986     GOOD
 BP0810  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BP0810  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0810
 BP0810                          STATION DESCRIPTION
 BP0810
 BP0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0810'PRIMARY SCIENTIFIC PURPOSES - MEASUREMENTS SUPPORTING THE
 BP0810'DETERMINATION OF PLATE MOTION, PLATE STABILITY, POLAR MOTION/EARTH
 BP0810'ROTATION, REGIONAL DEFORMATION, AND INTERCOMPARISON OF MEASUREMENT
 BP0810'TECHNIQUES.
 BP0810'SITE DESCRIPTION - THE SITE IS LOCATED AT THE GEORGE R. AGASSIZ
 BP0810'STATION (GRAS) IN THE VALLEY BELOW MOUNT LOCKE.  A FIXED 26-METER
 BP0810'POLARIS ANTENNA (HRAS 085) IS USED FOR VLBI MEASUREMENTS.  THE
 BP0810'GEODETIC TIE BETWEEN FORT DAVIS (GRAS) AND THE MCDONALD OBSERVATORY
 BP0810'IS ACCURATE ENOUGH TO USE THESE TWO SITES IN INTERCOMPARISON
 BP0810'EXPERIMENTS.
 BP0810'THE MARK IS THE INTERSECTION OF THE POLAR AXIS AND THE PLANE
 BP0810'CONTAINING THE DECLINATION AXIS.
 BP0810'SITE TOPO MAP - MOUNT LOCKE, TX., USGS.
 BP0810'GEOLOGICAL PROVINCE - ROCKY MOUNTAIN PROVINCE
 BP0810'LOCAL GEOLOGY - TERTIARY IGNEOUS ROCKS ARE PREDOMINATELY FOUND ON THE
 BP0810'SURFACE.  THE INFLUENCE OF TOPOGRAPHY ON SOIL FORMATION IS
 BP0810'PRONOUNCED. DUE TO EXTENSIVE EROSION, THE SOILS OF HILLS AND
 BP0810'MOUNTAINS ARE SHALLOW WHEREAS THE SOILS OF VALLEYS AND PLAINS ARE
 BP0810'DEEP.
 BP0810'COMMENTS - PLEASE REFER TO MCDONALD SITE FOR FURTHER INFORMATION ON
 BP0810'MONUMENTATION.
 BP0810
 BP0810                          STATION RECOVERY (1986)
 BP0810
 BP0810'RECOVERED 1986
 BP0810'RECOVERED IN GOOD CONDITION.
 BP0810
 BP0810                          STATION RECOVERY (1996)
 BP0810
 BP0810'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0810'MARK NOT FOUND.
 BP0810
 BP0810                          STATION RECOVERY (2003)
 BP0810
 BP0810'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1564 ***********************************************************************
 CS1564  DESIGNATION -  FT WORTH 6027
 CS1564  PID         -  CS1564
 CS1564  STATE/COUNTY-  TX/TARRANT
 CS1564  USGS QUAD   -  FORT WORTH (1981)
 CS1564
 CS1564                         *CURRENT SURVEY CONTROL
 CS1564  ___________________________________________________________________
 CS1564* NAD 83(1986)-  32 42 58.     (N)    097 21 36.     (W)     SCALED    
 CS1564* NAVD 88     -       191.63   (+/-2cm)     628.7    (feet)  VERTCON   
 CS1564  ___________________________________________________________________
 CS1564  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS1564
 CS1564  VERT ORDER  -  THIRD (See Below)
 CS1564
 CS1564.The horizontal coordinates were scaled from a topographic map and have
 CS1564.an estimated accuracy of +/- 6 seconds.
 CS1564
 CS1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1564.The vertical order pertains to the NGVD 29 superseded value.
 CS1564
 CS1564.The geoid height was determined by GEOID03.
 CS1564
 CS1564;                    North         East    Units  Estimated Accuracy
 CS1564;SPC TXNC     - 2,116,950.      706,860.      MT  (+/- 180 meters Scaled)
 CS1564
 CS1564                          SUPERSEDED SURVEY CONTROL
 CS1564
 CS1564  NGVD 29 (01/29/03)  191.63   (m)          628.7    (f) RESET       3  
 CS1564
 CS1564.Superseded values are not recommended for survey control.
 CS1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1564.See file dsdata.txt to determine how the superseded data were derived.
 CS1564
 CS1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB537210(NAD 83)
 CS1564_MARKER: DD = SURVEY DISK
 CS1564_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CS1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1564_STAMPING: CITY OF FORT WORTH 6027
 CS1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1564+STABILITY: SURFACE MOTION
 CS1564
 CS1564  HISTORY     - Date     Condition        Report By
 CS1564  HISTORY     - UNK      MONUMENTED       TX2450
 CS1564  HISTORY     - 1962     GOOD             NGS
 CS1564  HISTORY     - 1989     GOOD             USPSQD
 CS1564  HISTORY     - 1991     GOOD             USPSQD
 CS1564  HISTORY     - 19960921 GOOD             USPSQD
 CS1564  HISTORY     - 20010201 GOOD             USPSQD
 CS1564  HISTORY     - 20051119 GOOD             USPSQD
 CS1564
 CS1564                          STATION DESCRIPTION
 CS1564
 CS1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1564'IN FORT WORTH.
 CS1564'ABOUT 3.3 MILES SOUTHWEST OF THE COUNTY COURT HOUSE, TARRANT COUNTY,
 CS1564'FORT WORTH, TEXAS, 22 FEET SOUTH OF THE STOP LIGHT POST, 6 FEET WEST
 CS1564'OF THE WEST SIDE OF BRICK BUILDING, (POINDEXTERS), AND 1 FOOT EAST OF
 CS1564'THE EAST CURB OF UNIVERSITY DRIVE.  BENCH MARK IS A CITY OF FORT WORTH
 CS1564'BRONZE DISK, STAMPED 6027, CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 CS1564'NORTHEAST WATER INLET, AT THE INTERSECTION OF UNIVERSITY DRIVE AND
 CS1564'PARK HILL DRIVE, FLUSH WITH THE TOP OF CONCRETE.
 CS1564
 CS1564                          STATION RECOVERY (1989)
 CS1564
 CS1564'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1564'RECOVERED IN GOOD CONDITION.
 CS1564
 CS1564                          STATION RECOVERY (1991)
 CS1564
 CS1564'RECOVERY NOTE BY US POWER SQUADRON 1991 (LTS)
 CS1564'RECOVERED IN GOOD CONDITION.
 CS1564
 CS1564                          STATION RECOVERY (1996)
 CS1564
 CS1564'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1564'RECOVERED IN GOOD CONDITION.
 CS1564
 CS1564                          STATION RECOVERY (2001)
 CS1564
 CS1564'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1564'RECOVERED IN GOOD CONDITION.
 CS1564
 CS1564                          STATION RECOVERY (2005)
 CS1564
 CS1564'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHB)
 CS1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7793 ***********************************************************************
 AB7793  DESIGNATION -  FTW C
 AB7793  PID         -  AB7793
 AB7793  STATE/COUNTY-  TX/TARRANT
 AB7793  USGS QUAD   -  HALTOM CITY (1981)
 AB7793
 AB7793                         *CURRENT SURVEY CONTROL
 AB7793  ___________________________________________________________________
 AB7793* NAD 83(1993)-  32 49 47.04552(N)    097 21 42.46948(W)     ADJUSTED  
 AB7793* NAVD 88     -       215.1    (meters)     706.     (feet)  GPS OBS   
 AB7793  ___________________________________________________________________
 AB7793  X           -    -687,427.088 (meters)                     COMP
 AB7793  Y           -  -5,320,669.107 (meters)                     COMP
 AB7793  Z           -   3,438,208.326 (meters)                     COMP
 AB7793  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 AB7793  ELLIP HEIGHT-         187.18  (meters)          (06/21/01) GPS OBS
 AB7793  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AB7793
 AB7793  HORZ ORDER  -  THIRD
 AB7793  ELLP ORDER  -  FOURTH    CLASS II
 AB7793
 AB7793.This mark is at Fort Worth Meacham (FTW) Airport (FTW)
 AB7793
 AB7793.The horizontal coordinates were established by GPS observations
 AB7793.and adjusted by the National Geodetic Survey in November 1996..
 AB7793
 AB7793.The orthometric height was determined by GPS observations and a
 AB7793.high-resolution geoid model.
 AB7793
 AB7793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7793
 AB7793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7793
 AB7793.The ellipsoidal height was determined by GPS observations
 AB7793.and is referenced to NAD 83.
 AB7793
 AB7793.The geoid height was determined by GEOID03.
 AB7793
 AB7793;                    North         East     Units Scale Factor Converg.
 AB7793;SPC TXNC     - 2,129,549.594   706,557.692   MT  0.99988008   +0 37 14.8
 AB7793;SPC TXNC     - 6,986,697.29  2,318,098.03   sFT  0.99988008   +0 37 14.8
 AB7793;UTM  14      - 3,633,600.222   653,336.031   MT  0.99988992   +0 53 17.9
 AB7793
 AB7793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7793!SPC TXNC     -   0.99997061  x   0.99988008  =   0.99985070
 AB7793!UTM  14      -   0.99997061  x   0.99988992  =   0.99986054
 AB7793
 AB7793                          SUPERSEDED SURVEY CONTROL
 AB7793
 AB7793  ELLIP H (11/05/96)  187.27   (m)                       GP(       ) 4 2
 AB7793
 AB7793.Superseded values are not recommended for survey control.
 AB7793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7793.See file dsdata.txt to determine how the superseded data were derived.
 AB7793
 AB7793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5333633600(NAD 83)
 AB7793_MARKER: DD = SURVEY DISK
 AB7793_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB7793_STAMPING: FTW C 1976
 AB7793_MARK LOGO: NOS   
 AB7793_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7793+STABILITY: SURFACE MOTION
 AB7793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7793+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1995
 AB7793
 AB7793  HISTORY     - Date     Condition        Report By
 AB7793  HISTORY     - 1976     MONUMENTED       NOS
 AB7793  HISTORY     - 19920615 GOOD             NGS
 AB7793  HISTORY     - 19950210 GOOD             NGS
 AB7793
 AB7793                          STATION DESCRIPTION
 AB7793
 AB7793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AB7793'THIS STATION IS LOCATED AT MEACHAM FIELD, FT WORTH, TEXAS NEAR THE
 AB7793'NORTH END OF THE FIELD.  IT IS LOCATED BETWEEN RUNWAY 16L AND THE
 AB7793'TAXIWAY, 265.9 FT (81.0 M) EAST OF TEH CL END OF RUNWAY 16L, 139.3 FT
 AB7793'(42.5 M) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY AT THE HOLDING STRIPE,
 AB7793'103.0 FT (31.4 M) EAST OF THE FIRST RUNWAY LIGHT SOUTH OF THE END OF
 AB7793'THE RUNWAY, AND 300 FT (91.4 M) NW OF A WINDSOCK.  IT IS A STANDARD
 AB7793'DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED FTW C 1976.
 AB7793
 AB7793                          STATION RECOVERY (1995)
 AB7793
 AB7793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7793'THE STATION IS LOCATED 20MILES SOUTH/SOUTHEAST OF DECATUR,TX,15 MILES
 AB7793'WEST OF DALLAS,TX,AT THE MECHAM AIRPORT.OWNERSHIP CITY OF FORT WORTH
 AB7793'CONTACT AIRPORT SECURITY,PATRICK PARKER AT 817 871 5410 (OFFICE) ,817
 AB7793'671 1153 (PAGER) ,24 HOURS IN ADVANCE BEFORE OCCUPYING STATION.AIRPORT
 AB7793'SECURITY LOCATED AT 4201 N.MAIN ST.,SUITE 228,FORT WORTH,TX 76106 TO
 AB7793'REACH FROM THE JUNCTION OF INTERSTATE 820 AND U.S.BR 287 OVERPASS.  GO
 AB7793'SOUTH ON B.R.287 (MAIN ST.) FOR 1.2 MILES (1.9 KM) TO MECHAM FIELD
 AB7793'CENTER ON THE RIGHT.  TURN RIGHT ON MECHAM FIELD CENTER,GO .10 MILE
 AB7793'(0.16 KM) TO TERIMAL BUILDING.  FOR ACCESS TO AIRFIELD CONTACT AIRPORT
 AB7793'SECURITY.  THE STATION IS LOCATED NEAR THE APPROCH END OF RWY 16 L,
 AB7793'ABOUT 91.4 M (299.9 FT) NORTHWEST OF A WINDSOCK, 81.1 M (266.1 FT)
 AB7793'EAST OF THE CENTERLINE END OF RUNWAY END 16 L, 42.5 M (139.4 FT) SOUTH
 AB7793'OF THE SOUTH EDGE OF THE TAXIWAY AT THE HOLDING BAR AND 31.4 M (103.0
 AB7793'FT) EAST OF THE FIRST RUNWAY LIGHT SOUTH OF THE END OF THE RUNWAY AND
 AB7793'ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7792 ***********************************************************************
 AB7792  DESIGNATION -  FTW D
 AB7792  PID         -  AB7792
 AB7792  STATE/COUNTY-  TX/TARRANT
 AB7792  USGS QUAD   -  HALTOM CITY (1981)
 AB7792
 AB7792                         *CURRENT SURVEY CONTROL
 AB7792  ___________________________________________________________________
 AB7792* NAD 83(1993)-  32 48 37.31996(N)    097 21 30.31538(W)     ADJUSTED  
 AB7792* NAVD 88     -       204.4    (meters)     671.     (feet)  GPS OBS   
 AB7792  ___________________________________________________________________
 AB7792  X           -    -687,261.530 (meters)                     COMP
 AB7792  Y           -  -5,321,855.355 (meters)                     COMP
 AB7792  Z           -   3,436,397.396 (meters)                     COMP
 AB7792  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AB7792  ELLIP HEIGHT-         176.51  (meters)          (06/21/01) GPS OBS
 AB7792  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AB7792
 AB7792  HORZ ORDER  -  THIRD
 AB7792  ELLP ORDER  -  FOURTH    CLASS II
 AB7792
 AB7792.This mark is at Fort Worth Meacham (FTW) Airport (FTW)
 AB7792
 AB7792.The horizontal coordinates were established by GPS observations
 AB7792.and adjusted by the National Geodetic Survey in November 1996..
 AB7792
 AB7792.The orthometric height was determined by GPS observations and a
 AB7792.high-resolution geoid model.
 AB7792
 AB7792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7792
 AB7792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7792
 AB7792.The ellipsoidal height was determined by GPS observations
 AB7792.and is referenced to NAD 83.
 AB7792
 AB7792.The geoid height was determined by GEOID03.
 AB7792
 AB7792;                    North         East     Units Scale Factor Converg.
 AB7792;SPC TXNC     - 2,127,405.447   706,897.089   MT  0.99988144   +0 37 21.4
 AB7792;SPC TXNC     - 6,979,662.70  2,319,211.53   sFT  0.99988144   +0 37 21.4
 AB7792;UTM  14      - 3,631,457.661   653,685.431   MT  0.99989124   +0 53 22.9
 AB7792
 AB7792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7792!SPC TXNC     -   0.99997229  x   0.99988144  =   0.99985373
 AB7792!UTM  14      -   0.99997229  x   0.99989124  =   0.99986353
 AB7792
 AB7792|---------------------------------------------------------------------|
 AB7792| PID    Reference Object                     Distance      Geod. Az  |
 AB7792|                                                           dddmmss.s |
 AB7792| AB2807 FTW F                                52.123 METERS 03824     |
 AB7792|---------------------------------------------------------------------|
 AB7792
 AB7792                          SUPERSEDED SURVEY CONTROL
 AB7792
 AB7792  ELLIP H (11/05/96)  176.59   (m)                       GP(       ) 4 2
 AB7792
 AB7792.Superseded values are not recommended for survey control.
 AB7792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7792.See file dsdata.txt to determine how the superseded data were derived.
 AB7792
 AB7792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5368531458(NAD 83)
 AB7792_MARKER: DD = SURVEY DISK
 AB7792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7792_STAMPING: FTW D 1976
 AB7792_MARK LOGO: NOS   
 AB7792_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7792+STABILITY: SURFACE MOTION
 AB7792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7792+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1995
 AB7792
 AB7792  HISTORY     - Date     Condition        Report By
 AB7792  HISTORY     - 1976     MONUMENTED       NOS
 AB7792  HISTORY     - 19920215 GOOD             NGS
 AB7792  HISTORY     - 19950210 GOOD             NGS
 AB7792
 AB7792                          STATION DESCRIPTION
 AB7792
 AB7792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AB7792'THIS STATION IS LOCATED AT THE FORT WORTH MEACHAM AIRPORT NEAR RUNWAY
 AB7792'END 34R IN THE GRASS AREA BETWEEN THE PARALLEL TAXIWAY AND THE RUWAY.
 AB7792'THE STATION IS LOCATED 116.0 FT (35.4 M) ESE OF THE EAST END OF A
 AB7792'TAXIWAY C SIGN ADJACENT TO THE RUNWAY, 86.8 FT (26.5 M) NNE OF A
 AB7792'TAXIWAY C/34R SIGN ON THE NORTH SIDE OF THE CONNECTING PORTION OF THE
 AB7792'TAXIWAY, AND 138.3 FT (42.2 M) WEST OF THE WEST END OF A TAXIWAY C/C
 AB7792'SIGN ON THE WEST SIDE OF THE PARALLEL TAXIWAY.  NOTE, THE STATION IS A
 AB7792'STANDARD NOS DISK STAMPED FTW D 1976 AND SET IN THE TOP OF A CONCRETE
 AB7792'MONUMENT THAT IS SET FLUSH WITH THE GROUND.
 AB7792
 AB7792                          STATION RECOVERY (1995)
 AB7792
 AB7792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7792'THE STATION IS LOCATED 20MILES SOUTH/SOUTHEAST OF DECATUR,TX,15 MILES
 AB7792'WEST OF DALLAS,TX,AT THE MECHAM AIRPORT.OWNERSHIP CITY OF FORT WORTH
 AB7792'CONTACT AIRPORT SECURITY,PATRICK PARKER AT 817 871 5410 (OFFICE) ,817
 AB7792'671 1153 (PAGER) ,24 HOURS IN ADVANCE BEFORE OCCUPYING STATION.AIRPORT
 AB7792'SECURITY LOCATED AT 4201 N.MAIN ST.,SUITE 228,FORT WORTH,TX 76106 TO
 AB7792'REACH FROM THE JUNCTION OF INTERSTATE 820 AND U.S.BR 287 OVERPASS.  GO
 AB7792'SOUTH ON B.R.287 (MAIN ST.) FOR 1.2 MILES (1.9 KM) TO MECHAM FIELD
 AB7792'CENTER ON THE RIGHT.  TURN RIGHT ON MECHAM FIELD CENTER,GO .10 MILE
 AB7792'(0.16 KM) TO TERIMAL BUILDING.  FOR ACCESS TO AIRFIELD CONTACT AIRPORT
 AB7792'SECURITY.  THE STATION IS LOCATED NEAR THE APPROCH END OF RWY 34 R,
 AB7792'ABOUT 42.2 M (138.5 FT) WEST OF THE WEST END OF A TAXIWAY SIGN C/C ON
 AB7792'THE WEST SIDE OF THE PARALLEL TAXIWAY, 35.4 M (116.1 FT)
 AB7792'EAST-SOUTHEAST OF THE EAST END OF A TAXIWAY C SIGN ADJACENT TO THE
 AB7792'RUNWAY AND 26.5 M (86.9 FT) NORTH-NORTHEAST OF A TAXIWAY C/34R SIGN ON
 AB7792'THE NORTH SIDE OF THE CONNECTION PORTION OF THE TAXIWGHT WEST OF
 AB7792'INTERSECTION AND ON LINE WITH A PAIR OF LIGHTS, 24.9 M (81.7 FT)
 AB7792'NORTHEAST OF THE CENTER OF A METAL STORM DRAIN AND 19.9 M (65.3 FT)
 AB7792'SOUTH OF THE SOUTH EDGE OF TAXIWAY P.  THE STATION IS A STANDARD NOS
 AB7792'DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7790 ***********************************************************************
 AB7790  SACS        -  This is a Secondary Airport Control Station.
 AB7790  DESIGNATION -  FTW E
 AB7790  PID         -  AB7790
 AB7790  STATE/COUNTY-  TX/TARRANT
 AB7790  USGS QUAD   -  HALTOM CITY (1981)
 AB7790
 AB7790                         *CURRENT SURVEY CONTROL
 AB7790  ___________________________________________________________________
 AB7790* NAD 83(1993)-  32 49 45.89024(N)    097 21 41.07604(W)     ADJUSTED  
 AB7790* NAVD 88     -       214.07   (meters)     702.3    (feet)  GPS OBS   
 AB7790  ___________________________________________________________________
 AB7790  X           -    -687,393.509 (meters)                     COMP
 AB7790  Y           -  -5,320,692.054 (meters)                     COMP
 AB7790  Z           -   3,438,177.877 (meters)                     COMP
 AB7790  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 AB7790  ELLIP HEIGHT-         186.18  (meters)          (06/21/01) GPS OBS
 AB7790  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AB7790
 AB7790  HORZ ORDER  -  FIRST
 AB7790  ELLP ORDER  -  FOURTH    CLASS II
 AB7790
 AB7790.This mark is at Fort Worth Meacham (FTW) Airport (FTW)
 AB7790
 AB7790.The horizontal coordinates were established by GPS observations
 AB7790.and adjusted by the National Geodetic Survey in November 1996..
 AB7790
 AB7790.The orthometric height was determined by GPS observations and a
 AB7790.high-resolution geoid model.
 AB7790
 AB7790.GPS derived orthometric heights for airport stations designated as
 AB7790.PACS or SACS are published to 2 decimal places.  This maintains
 AB7790.centimeter relative accuracy between the PACS and SACS.  It does
 AB7790.not indicate centimeter accuracy relative to other marks which are
 AB7790.part of the NAVD 88 network.
 AB7790
 AB7790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7790
 AB7790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7790
 AB7790.The ellipsoidal height was determined by GPS observations
 AB7790.and is referenced to NAD 83.
 AB7790
 AB7790.The geoid height was determined by GEOID03.
 AB7790
 AB7790;                    North         East     Units Scale Factor Converg.
 AB7790;SPC TXNC     - 2,129,514.404   706,594.313   MT  0.99988010   +0 37 15.5
 AB7790;SPC TXNC     - 6,986,581.84  2,318,218.18   sFT  0.99988010   +0 37 15.5
 AB7790;UTM  14      - 3,633,565.202   653,372.817   MT  0.99989005   +0 53 18.7
 AB7790
 AB7790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7790!SPC TXNC     -   0.99997077  x   0.99988010  =   0.99985087
 AB7790!UTM  14      -   0.99997077  x   0.99989005  =   0.99986082
 AB7790
 AB7790                          SUPERSEDED SURVEY CONTROL
 AB7790
 AB7790  ELLIP H (11/05/96)  186.26   (m)                       GP(       ) 4 2
 AB7790
 AB7790.Superseded values are not recommended for survey control.
 AB7790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7790.See file dsdata.txt to determine how the superseded data were derived.
 AB7790
 AB7790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5337333565(NAD 83)
 AB7790_MARKER: DH = HORIZONTAL CONTROL DISK
 AB7790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7790_STAMPING: FTW E 1995
 AB7790_MARK LOGO: NGS   
 AB7790_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7790+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7790
 AB7790  HISTORY     - Date     Condition        Report By
 AB7790  HISTORY     - 1995     MONUMENTED       NGS
 AB7790
 AB7790                          STATION DESCRIPTION
 AB7790
 AB7790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB7790'THE STATION IS LOCATED 20MILES SOUTH/SOUTHEAST OF DECATUR,TX,15 MILES
 AB7790'WEST OF DALLAS,TX,AT THE MECHAM AIRPORT.OWNERSHIP CITY OF FORT WORTH
 AB7790'CONTACT AIRPORT SECURITY,PATRICK PARKER AT 817 871 5410 (OFFICE) ,817
 AB7790'671 1153 (PAGER) ,24 HOURS IN ADVANCE BEFORE OCCUPYING STATION.AIRPORT
 AB7790'SECURITY LOCATED AT 4201 N.MAIN ST.,SUITE 228,FORT WORTH,TX 76106.  TO
 AB7790'REACH FROM THE JUNCTION OF INTERSTATE 820 AND U.S.BR 287 OVERPASS.  GO
 AB7790'SOUTH ON B.R.287 (MAIN ST.) FOR 1.2 MILES (1.9 KM) TO MECHAM FIELD
 AB7790'CENTER ON THE RIGHT.  TURN RIGHT ON MECHAM FIELD CENTER,GO .10 MILE
 AB7790'(0.16 KM) TO TERIMAL BUILDING.  FOR ACCESS TO AIRFIELD CONTACT AIRPORT
 AB7790'SECURITY.  THE STATION IS LOCATED 65.05M NORTH/NORTHEAST OF RUNWAY
 AB7790'EDGE,53.65M NORTH/NORTHEAST OF WINDSOCK,34.1M WEST/NORTHWEST OF
 AB7790'TAXIWAY CENTERLINE,66.4M SOUTHEAST OF THE APRON/RUNWAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2807 ***********************************************************************
 AB2807  PACS        -  This is a Primary Airport Control Station.
 AB2807  DESIGNATION -  FTW F
 AB2807  PID         -  AB2807
 AB2807  STATE/COUNTY-  TX/TARRANT
 AB2807  USGS QUAD   -  HALTOM CITY (1981)
 AB2807
 AB2807                         *CURRENT SURVEY CONTROL
 AB2807  ___________________________________________________________________
 AB2807* NAD 83(1993)-  32 48 38.64583(N)    097 21 29.07066(W)     ADJUSTED  
 AB2807* NAVD 88     -       204.14   (meters)     669.7    (feet)  GPS OBS   
 AB2807  ___________________________________________________________________
 AB2807  X           -    -687,226.551 (meters)                     COMP
 AB2807  Y           -  -5,321,837.327 (meters)                     COMP
 AB2807  Z           -   3,436,431.579 (meters)                     COMP
 AB2807  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AB2807  ELLIP HEIGHT-         176.24  (meters)          (10/24/00) GPS OBS
 AB2807  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AB2807
 AB2807  HORZ ORDER  -  B
 AB2807  ELLP ORDER  -  FOURTH    CLASS II
 AB2807
 AB2807.This mark is at Fort Worth Meacham (FTW) Airport (FTW)
 AB2807
 AB2807.The horizontal coordinates were established by GPS observations
 AB2807.and adjusted by the National Geodetic Survey in February 1996..
 AB2807
 AB2807.The orthometric height was determined by GPS observations and a
 AB2807.high-resolution geoid model.
 AB2807
 AB2807.GPS derived orthometric heights for airport stations designated as
 AB2807.PACS or SACS are published to 2 decimal places.  This maintains
 AB2807.centimeter relative accuracy between the PACS and SACS.  It does
 AB2807.not indicate centimeter accuracy relative to other marks which are
 AB2807.part of the NAVD 88 network.
 AB2807
 AB2807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2807
 AB2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2807
 AB2807.The ellipsoidal height was determined by GPS observations
 AB2807.and is referenced to NAD 83.
 AB2807
 AB2807.The geoid height was determined by GEOID03.
 AB2807
 AB2807;                    North         East     Units Scale Factor Converg.
 AB2807;SPC TXNC     - 2,127,446.637   706,929.020   MT  0.99988141   +0 37 22.1
 AB2807;SPC TXNC     - 6,979,797.84  2,319,316.29   sFT  0.99988141   +0 37 22.1
 AB2807;UTM  14      - 3,631,498.999   653,717.171   MT  0.99989136   +0 53 23.6
 AB2807
 AB2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2807!SPC TXNC     -   0.99997233  x   0.99988141  =   0.99985374
 AB2807!UTM  14      -   0.99997233  x   0.99989136  =   0.99986369
 AB2807
 AB2807|---------------------------------------------------------------------|
 AB2807| PID    Reference Object                     Distance      Geod. Az  |
 AB2807|                                                           dddmmss.s |
 AB2807| AB7792 FTW D                                52.123 METERS 21824     |
 AB2807|---------------------------------------------------------------------|
 AB2807
 AB2807                          SUPERSEDED SURVEY CONTROL
 AB2807
 AB2807  ELLIP H (02/20/96)  176.33   (m)                       GP(       ) 1 1
 AB2807
 AB2807.Superseded values are not recommended for survey control.
 AB2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2807.See file dsdata.txt to determine how the superseded data were derived.
 AB2807
 AB2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5371731499(NAD 83)
 AB2807_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2807_STAMPING: FTW F 1995
 AB2807_MARK LOGO: NGS   
 AB2807_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2807+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2807
 AB2807  HISTORY     - Date     Condition        Report By
 AB2807  HISTORY     - 1995     MONUMENTED       NGS
 AB2807
 AB2807                          STATION DESCRIPTION
 AB2807
 AB2807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2807'THE STATION IS LOCATED 20MILES SOUTH/SOUTHEAST OF DECATUR,TX,15 MILES
 AB2807'WEST OF DALLAS,TX,AT THE MECHAM AIRPORT.OWNERSHIP CITY OF FORT WORTH
 AB2807'CONTACT AIRPORT SECURITY,PATRICK PARKER AT 817 871 5410 (OFFICE) ,817
 AB2807'671 1153 (PAGER) ,24 HOURS IN ADVANCE BEFORE OCCUPYING STATION.AIRPORT
 AB2807'SECURITY LOCATED AT 4201 N.MAIN ST.,SUITE 228,FORT WORTH,TX 76106 TO
 AB2807'REACH FROM THE JUNCTION OF INTERSTATE 820 AND U.S.BR 287 OVERPASS.  GO
 AB2807'SOUTH ON B.R.287 (MAIN ST.) FOR 1.2 MILES (1.9 KM) TO MECHAM FIELD
 AB2807'CENTER ON THE RIGHT.  TURN RIGHT ON MECHAM FIELD CENTER,GO .10 MILE
 AB2807'(0.16 KM) TO TERIMAL BUILDING.  FOR ACCESS TO AIRFIELD CONTACT AIRPORT
 AB2807'SECURITY.  THE STATION IS LOCATED 26.45M WEST OF THE TAXIWAY
 AB2807'CENTERLINE,55.8M EAST/SOUTHEAST OF WINDSOCK,66.5M NORTH/NORTHWEST OF
 AB2807'THE APRON/RUNWAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6524 ***********************************************************************
 DF6524  SACS        -  This is a Secondary Airport Control Station.
 DF6524  DESIGNATION -  FTW G
 DF6524  PID         -  DF6524
 DF6524  STATE/COUNTY-  TX/TARRANT
 DF6524  USGS QUAD   -  HALTOM CITY (1981)
 DF6524
 DF6524                         *CURRENT SURVEY CONTROL
 DF6524  ___________________________________________________________________
 DF6524* NAD 83(1993)-  32 48 30.15458(N)    097 21 24.64738(W)     ADJUSTED  
 DF6524* NAVD 88     -       205.38   (meters)     673.8    (feet)  GPS OBS   
 DF6524  ___________________________________________________________________
 DF6524  X           -    -687,130.710 (meters)                     COMP
 DF6524  Y           -  -5,321,993.679 (meters)                     COMP
 DF6524  Z           -   3,436,212.398 (meters)                     COMP
 DF6524  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 DF6524  ELLIP HEIGHT-         177.49  (meters)          (07/18/03) GPS OBS
 DF6524  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DF6524
 DF6524  HORZ ORDER  -  FIRST
 DF6524  ELLP ORDER  -  FIFTH     CLASS I
 DF6524
 DF6524.This mark is at Fort Worth Meacham (FTW) Airport (FTW)
 DF6524
 DF6524.The horizontal coordinates were established by GPS observations
 DF6524.and adjusted by the National Geodetic Survey in July 2003..
 DF6524
 DF6524.The orthometric height was determined by GPS observations and a
 DF6524.high-resolution geoid model.
 DF6524
 DF6524.GPS derived orthometric heights for airport stations designated as
 DF6524.PACS or SACS are published to 2 decimal places.  This maintains
 DF6524.centimeter relative accuracy between the PACS and SACS.  It does
 DF6524.not indicate centimeter accuracy relative to other marks which are
 DF6524.part of the NAVD 88 network.
 DF6524
 DF6524.Photographs are available for this station.
 DF6524
 DF6524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6524
 DF6524.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6524
 DF6524.The ellipsoidal height was determined by GPS observations
 DF6524.and is referenced to NAD 83.
 DF6524
 DF6524.The geoid height was determined by GEOID03.
 DF6524
 DF6524;                    North         East     Units Scale Factor Converg.
 DF6524;SPC TXNC     - 2,127,186.354   707,046.915   MT  0.99988158   +0 37 24.5
 DF6524;SPC TXNC     - 6,978,943.90  2,319,703.09   sFT  0.99988158   +0 37 24.5
 DF6524;UTM  14      - 3,631,239.266   653,836.279   MT  0.99989181   +0 53 25.8
 DF6524
 DF6524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6524!SPC TXNC     -   0.99997213  x   0.99988158  =   0.99985372
 DF6524!UTM  14      -   0.99997213  x   0.99989181  =   0.99986395
 DF6524
 DF6524                          SUPERSEDED SURVEY CONTROL
 DF6524
 DF6524.No superseded survey control is available for this station.
 DF6524
 DF6524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5383631239(NAD 83)
 DF6524_MARKER: DH = HORIZONTAL CONTROL DISK
 DF6524_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF6524_SP_SET: VALVE VAULT
 DF6524_STAMPING: FTW G 2003
 DF6524_MARK LOGO: NGS   
 DF6524_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6524+STABILITY: SURFACE MOTION
 DF6524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6524+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF6524
 DF6524  HISTORY     - Date     Condition        Report By
 DF6524  HISTORY     - 20030430 MONUMENTED       NGS
 DF6524
 DF6524                          STATION DESCRIPTION
 DF6524
 DF6524'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 DF6524'THE STATION IS LOCATED ON THE FORT WORTH MEACHAM INTERNATIONAL
 DF6524'AIRPORT.  AT THE SOUTH
 DF6524'END OF THE AIRPORT NEAR THE INTERSECTION OF TWO PERIMETER ROADS.
 DF6524'OWNERSHIP--CITY OF FORT WORTH, 1000 THROCKMORTON, FORT WORTH, TX
 DF6524'76106-6311.
 DF6524'PHONE, 817-871-6116.  AIRPORT MANAGER PHONE NUMBER,  817- 871- 5400.
 DF6524'AN ESCORT IS NEEDED TO
 DF6524'OBTAIN ACCESS TO THE STATION.
 DF6524'TO REACH THE STATION FROM THE JUNCTION OF US 287  (BUSINESS)  AND
 DF6524'INTERSTATE 820
 DF6524'OVERPASS IN FORT WORTH GO 1.2 MILE SOUTH ALONG US 287 (NORTH MAIN) TO
 DF6524'THE AIRPORT
 DF6524'TERMINAL, CONTINUE ON SOUTH TO WEST LONG AVENUE, TURN RIGHT, WEST, GO
 DF6524'0.3 MILE TO ROSS
 DF6524'AVENUE, TURN RIGHT, NORTH, GO 0.05 MILE TO A AIRPORT ENTRANCE GATE,
 DF6524'PASS THRU AND GO 0.2
 DF6524'MILE ALONG THE AVENUE AND THEN A GRAVELED ROAD THE STATION ON THE
 DF6524'LEFT.
 DF6524'THE STATION IS IN TOP OF AND NEAR THE NORTHWEST CORNER OF A CONCRETE 6
 DF6524'X 6 X 7-FOOT DEEP
 DF6524'WATER PIPE  VALVE AND JUNCTION VAULT.  37.2 M NORTHWEST OF A
 DF6524'CHAIN-LINK FENCE CORNER, 21.5
 DF6524'M WEST OF THE CENTER OF THE ROAD, 10.0 M NORTH OF THE CENTER OF A
 DF6524'GRAVELED PERIMETER
 DF6524'ROAD, 0.2 M SOUTHEAST OF THE NORTHWEST CORNER OF THE VAULT, 0.2 M
 DF6524'BELOW THE LEVEL OF
 DF6524'THE ROAD.  NOTE THIS IS A SECONDARY AIRPORT CONTROL STATION, ( SAC ).
 DF6524'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6523 ***********************************************************************
 DF6523  PACS        -  This is a Primary Airport Control Station.
 DF6523  DESIGNATION -  FTW H
 DF6523  PID         -  DF6523
 DF6523  STATE/COUNTY-  TX/TARRANT
 DF6523  USGS QUAD   -  HALTOM CITY (1981)
 DF6523
 DF6523                         *CURRENT SURVEY CONTROL
 DF6523  ___________________________________________________________________
 DF6523* NAD 83(1993)-  32 49 45.37530(N)    097 21 37.61520(W)     ADJUSTED  
 DF6523* NAVD 88     -       214.66   (meters)     704.3    (feet)  GPS OBS   
 DF6523  ___________________________________________________________________
 DF6523  X           -    -687,305.399 (meters)                     COMP
 DF6523  Y           -  -5,320,712.599 (meters)                     COMP
 DF6523  Z           -   3,438,164.862 (meters)                     COMP
 DF6523  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 DF6523  ELLIP HEIGHT-         186.76  (meters)          (07/18/03) GPS OBS
 DF6523  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DF6523
 DF6523  HORZ ORDER  -  B
 DF6523  ELLP ORDER  -  THIRD     CLASS II
 DF6523
 DF6523.This mark is at Fort Worth Meacham (FTW) Airport (FTW)
 DF6523
 DF6523.The horizontal coordinates were established by GPS observations
 DF6523.and adjusted by the National Geodetic Survey in July 2003..
 DF6523
 DF6523.The orthometric height was determined by GPS observations and a
 DF6523.high-resolution geoid model.
 DF6523
 DF6523.GPS derived orthometric heights for airport stations designated as
 DF6523.PACS or SACS are published to 2 decimal places.  This maintains
 DF6523.centimeter relative accuracy between the PACS and SACS.  It does
 DF6523.not indicate centimeter accuracy relative to other marks which are
 DF6523.part of the NAVD 88 network.
 DF6523
 DF6523.Photographs are available for this station.
 DF6523
 DF6523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6523
 DF6523.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6523
 DF6523.The ellipsoidal height was determined by GPS observations
 DF6523.and is referenced to NAD 83.
 DF6523
 DF6523.The geoid height was determined by GEOID03.
 DF6523
 DF6523;                    North         East     Units Scale Factor Converg.
 DF6523;SPC TXNC     - 2,129,499.519   706,684.483   MT  0.99988011   +0 37 17.4
 DF6523;SPC TXNC     - 6,986,533.01  2,318,514.01   sFT  0.99988011   +0 37 17.4
 DF6523;UTM  14      - 3,633,550.739   653,463.055   MT  0.99989040   +0 53 20.5
 DF6523
 DF6523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6523!SPC TXNC     -   0.99997068  x   0.99988011  =   0.99985079
 DF6523!UTM  14      -   0.99997068  x   0.99989040  =   0.99986108
 DF6523
 DF6523                          SUPERSEDED SURVEY CONTROL
 DF6523
 DF6523.No superseded survey control is available for this station.
 DF6523
 DF6523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5346333551(NAD 83)
 DF6523_MARKER: DH = HORIZONTAL CONTROL DISK
 DF6523_SETTING: 66 = SET IN ROCK OUTCROP
 DF6523_STAMPING: FTW H 2003
 DF6523_MARK LOGO: NGS   
 DF6523_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6523+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF6523
 DF6523  HISTORY     - Date     Condition        Report By
 DF6523  HISTORY     - 20030430 MONUMENTED       NGS
 DF6523
 DF6523                          STATION DESCRIPTION
 DF6523
 DF6523'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 DF6523'THE STATION IS LOCATED ON THE FORT WORTH MEACHAM INTERNATIONAL
 DF6523'AIRPORT.  AT THE
 DF6523'NORTH END OF THE AIRPORT NEAR THE INTERSECTION OF A PERIMETER ROAD AND
 DF6523'A TAXIWAY.
 DF6523' 
 DF6523' 
 DF6523'OWNERSHIP--CITY OF FORT WORTH, 1000 THROCKMORTON, FORT WORTH, TX
 DF6523'76106-6311.
 DF6523'PHONE, 817-871-6116.  AIRPORT MANAGER PHONE NUMBER,  817- 871- 5400.
 DF6523'AN ESCORT IS NEEDED
 DF6523'TO OBTAIN ACCESS TO THE STATION.
 DF6523' 
 DF6523'TO REACH THE STATION FROM THE JUNCTION OF US 287  (BUSINESS)  AND
 DF6523'INTERSTATE 820
 DF6523'OVERPASS IN FORT WORTH GO 0.2 MILE SOUTH ALONG US 287 (NORTH MAIN) TO
 DF6523'THE NORTH
 DF6523'ENTRANCE GATE ON THE  RIGHT, WEST, PASS THRU THE GATE AND GO SOUTH 0.1
 DF6523'MILE ALONG A
 DF6523'PREMITER ROAD TO THE STATION ON THE RIGHT.  THE STATION IS SET IN TOP
 DF6523'OF A 2 X 4-FOOT AREA
 DF6523'OF EXPOSED BEDROCK,  39.9 M WEST OF THE CENTER OF THE ROAD, 29.0 M
 DF6523'NORTH OF THE
 DF6523'CENTERLINE OF A TAXIWAY, IN LINE WITH THE HOLD BARS, 16.5 M NORTHEAST
 DF6523'OF THE NORTHEAST
 DF6523'CORNER OF A CONCRETE HEADWALL OF OF 4 CULVERTS UNDER THE TAXIWAY, 1.2
 DF6523'M BELOW THE
 DF6523'LEVEL OF THE ROAD.  NOTE THIS IS A PRIMARY AIRPORT CONTROL STATION, (
 DF6523'PAC ).
 DF6523' 
 DF6523' 
 DF6523'
 DF6523'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO1008 ***********************************************************************
 DO1008  DESIGNATION -  FULDA
 DO1008  PID         -  DO1008
 DO1008  STATE/COUNTY-  TX/BAYLOR
 DO1008  USGS QUAD   -  FULDA (1966)
 DO1008
 DO1008                         *CURRENT SURVEY CONTROL
 DO1008  ___________________________________________________________________
 DO1008* NAD 83(1993)-  33 41 16.02336(N)    099 00 26.64207(W)     ADJUSTED  
 DO1008* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 DO1008  ___________________________________________________________________
 DO1008  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DO1008  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DO1008
 DO1008  HORZ ORDER  -  THIRD
 DO1008
 DO1008.The horizontal coordinates were established by classical geodetic methods
 DO1008.and adjusted by the National Geodetic Survey in February 1996..
 DO1008
 DO1008.The orthometric height was scaled from a topographic map.
 DO1008
 DO1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO1008
 DO1008.The geoid height was determined by GEOID03.
 DO1008
 DO1008;                    North         East     Units Scale Factor Converg.
 DO1008;SPC TXNC     - 2,224,240.802   552,956.387   MT  0.99993412   -0 16 36.2
 DO1008;SPC TXNC     - 7,297,363.36  1,814,157.75   sFT  0.99993412   -0 16 36.2
 DO1008;UTM  14      - 3,727,539.019   499,314.083   MT  0.99960001   -0 00 14.8
 DO1008
 DO1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1008!SPC TXNC     -   0.99994557  x   0.99993412  =   0.99987969
 DO1008!UTM  14      -   0.99994557  x   0.99960001  =   0.99954560
 DO1008
 DO1008                          SUPERSEDED SURVEY CONTROL
 DO1008
 DO1008  NAD 83(1993)-  33 41 16.02366(N)    099 00 26.64214(W) AD(       ) 3
 DO1008  NAD 83(1986)-  33 41 16.03023(N)    099 00 26.63122(W) AD(       ) 3
 DO1008
 DO1008.Superseded values are not recommended for survey control.
 DO1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1008.See file dsdata.txt to determine how the superseded data were derived.
 DO1008
 DO1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC9931427539(NAD 83)
 DO1008_MARKER: DD = SURVEY DISK
 DO1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1008+STABILITY: SURFACE MOTION
 DO1008
 DO1008  HISTORY     - Date     Condition        Report By
 DO1008  HISTORY     - 1963     MONUMENTED       USGS
 DO1008
 DO1008                          STATION DESCRIPTION
 DO1008
 DO1008'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO1008'SEVENTEEN MI. E. OF SEYMOUR, TEXAS.
 DO1008'
 DO1008'TO REACH FROM SEYMOUR, 9.0 MI. E. OF, TO JUNCTION U.S. HIGHWAY 82 AND
 DO1008'U.S. HIGHWAY 183, THENCE STRAIGHT AHEAD E. ON HIGHWAY 82 8.2 MI. TO
 DO1008'STATION, 1.0 MI. E. OF FULDA RAILROAD SIDING, 69.0 FT. S. OF
 DO1008'CENTERLINE OF HIGHWAY, 33 FT. N. OF AND 3.0 FT. HIGHER THAN RAILROAD.
 DO1008'
 DO1008'STATION MARK--STANDARD TABLET STAMPED---FULDA-ET 1963---, SET IN
 DO1008'CONCRETE POST, PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1088 ***********************************************************************
 DN1088  DESIGNATION -  FULKS
 DN1088  PID         -  DN1088
 DN1088  STATE/COUNTY-  TX/FANNIN
 DN1088  USGS QUAD   -  GOBER (1964)
 DN1088
 DN1088                         *CURRENT SURVEY CONTROL
 DN1088  ___________________________________________________________________
 DN1088* NAD 83(1993)-  33 24 15.07951(N)    096 03 19.64966(W)     ADJUSTED  
 DN1088* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 DN1088  ___________________________________________________________________
 DN1088  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DN1088  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DN1088
 DN1088  HORZ ORDER  -  THIRD
 DN1088
 DN1088.The horizontal coordinates were established by classical geodetic methods
 DN1088.and adjusted by the National Geodetic Survey in February 1996..
 DN1088
 DN1088.The orthometric height was scaled from a topographic map.
 DN1088
 DN1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1088
 DN1088.The geoid height was determined by GEOID03.
 DN1088
 DN1088;                    North         East     Units Scale Factor Converg.
 DN1088;SPC TXNC     - 2,195,320.588   827,357.771   MT  0.99989149   +1 19 59.7
 DN1088;SPC TXNC     - 7,202,480.96  2,714,422.95   sFT  0.99989149   +1 19 59.7
 DN1088;UTM  14      - 3,699,972.992   773,853.628   MT  1.00052472   +1 37 19.6
 DN1088;UTM  15      - 3,700,270.739   215,826.908   MT  1.00059574   -1 40 59.8
 DN1088
 DN1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1088!SPC TXNC     -   0.99997108  x   0.99989149  =   0.99986257
 DN1088!UTM  14      -   0.99997108  x   1.00052472  =   1.00049579
 DN1088!UTM  15      -   0.99997108  x   1.00059574  =   1.00056680
 DN1088
 DN1088|---------------------------------------------------------------------|
 DN1088| PID    Reference Object                     Distance      Geod. Az  |
 DN1088|                                                           dddmmss.s |
 DN1088| CY1919 FULKS RM 1                           11.437 METERS 03611     |
 DN1088| DN1091 WOLFE CITY MUNICIPAL TANK           APPROX. 3.9 KM 1974536.0 |
 DN1088| CY1918 FULKS AZ MK                                        2102923.7 |
 DN1088| CY1920 FULKS RM 2                           13.301 METERS 21826     |
 DN1088|---------------------------------------------------------------------|
 DN1088
 DN1088                          SUPERSEDED SURVEY CONTROL
 DN1088
 DN1088  NAD 83(1993)-  33 24 15.08171(N)    096 03 19.64672(W) AD(       ) 3
 DN1088  NAD 83(1986)-  33 24 15.08661(N)    096 03 19.63823(W) AD(       ) 3
 DN1088  NAD 27      -  33 24 14.69150(N)    096 03 18.74510(W) AD(       ) 3
 DN1088
 DN1088.Superseded values are not recommended for survey control.
 DN1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1088.See file dsdata.txt to determine how the superseded data were derived.
 DN1088
 DN1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7385499973(NAD 83)
 DN1088_MARKER: DS = TRIANGULATION STATION DISK
 DN1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1088
 DN1088  HISTORY     - Date     Condition        Report By
 DN1088  HISTORY     - 1957     MONUMENTED       CGS
 DN1088  HISTORY     - 1958     GOOD             CGS
 DN1088  HISTORY     - 19940404 POOR             USPSQD
 DN1088
 DN1088                          STATION DESCRIPTION
 DN1088
 DN1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1088'THE STATION IS ABOUT 6 MILES WEST-SOUTHWEST OF LADONIA, ABOUT
 DN1088'2-1/2 MILES NORTH OF WOLFE CITY AND NEAR THE NORTH END OF THE
 DN1088'FULKS AIRFIELD.  THE STATION MARK IS 45 FEET NORTH-NORTHEAST
 DN1088'OF A TELEPHONE POLE WITH A TRIANGLE BLAZE, 44 FEET EAST OF
 DN1088'THE CENTER OF STATE HIGHWAY 34, 6 FEET SOUTHWEST OF A WITNESS
 DN1088'POST AND 4 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS SET
 DN1088'FLUSH AND IS STAMPED FULKS 1957.
 DN1088'
 DN1088'REFERENCE MARK NO. 1 IS 46 FEET EAST OF THE CENTER OF STATE
 DN1088'HIGHWAY 34 AND 1-1/2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 DN1088'IT IS SET FLUSH AND IS STAMPED FULKS NO 1 1957.
 DN1088'
 DN1088'REFERENCE MARK NO. 2 IS 40 FEET EAST OF THE CENTER OF STATE
 DN1088'HIGHWAY 34, 8 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 18
 DN1088'INCHES NORTH OF THE TELEPHONE POLE WITH THE TRIANGLE BLAZE.
 DN1088'IT IS SET FLUSH AND IS STAMPED FULKS NO 2 1957.
 DN1088'
 DN1088'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF STATE
 DN1088'HIGHWAY 34, 33 FEET NORTH OF THE CENTER OF A DRIVE WAY, 4 FEET
 DN1088'NORTH OF A FENCE CORNER AND 18 INCHES NORTH OF A TELEPHONE
 DN1088'POLE.  IT PROJECTS 5 INCHES AND IS STAMPED FULKS 1957.
 DN1088'
 DN1088'TO REACH THE STATION FROM THE POST OFFICE IN WOLFE CITY GO
 DN1088'WEST FOR 0.05 MILE TO STATE HIGHWAY 34, TURN RIGHT AND GO
 DN1088'NORTH ON STATE HIGHWAY 34 FOR 2.2 MILES TO THE AZIMUTH MARK
 DN1088'ON THE RIGHT AND THE HANGAR ON THE LEFT.  CONTINUE NORTH ON
 DN1088'STATE HIGHWAY 34 FOR 0.25 MILE TO THE STATION AND REFERENCE
 DN1088'MARKS ON THE RIGHT AS DESCRIBED.
 DN1088
 DN1088                          STATION RECOVERY (1958)
 DN1088
 DN1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1088'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 DN1088'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1088'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1088
 DN1088                          STATION RECOVERY (1994)
 DN1088
 DN1088'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1088'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0942 ***********************************************************************
 CU0942  DESIGNATION -  FULLER
 CU0942  PID         -  CU0942
 CU0942  STATE/COUNTY-  TX/NOLAN
 CU0942  USGS QUAD   -  BLACKWELL NE (1987)
 CU0942
 CU0942                         *CURRENT SURVEY CONTROL
 CU0942  ___________________________________________________________________
 CU0942* NAD 83(1993)-  32 12 50.21081(N)    100 15 16.55571(W)     ADJUSTED  
 CU0942* NAVD 88     -       766.     (meters)    2513.     (feet)  SCALED    
 CU0942  ___________________________________________________________________
 CU0942  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 CU0942  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CU0942
 CU0942  HORZ ORDER  -  FIRST
 CU0942
 CU0942.The horizontal coordinates were established by classical geodetic methods
 CU0942.and adjusted by the National Geodetic Survey in February 1996..
 CU0942
 CU0942.The orthometric height was scaled from a topographic map.
 CU0942
 CU0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0942
 CU0942.The geoid height was determined by GEOID03.
 CU0942
 CU0942;                    North         East     Units Scale Factor Converg.
 CU0942;SPC TXNC     - 2,062,070.741   434,599.816   MT  0.99997865   -0 57 25.0
 CU0942;SPC TXNC     - 6,765,310.42  1,425,849.56   sFT  0.99997865   -0 57 25.0
 CU0942;SPC TX C     - 3,282,405.786   707,423.328   MT  1.00010557   +0 02 26.0
 CU0942;SPC TX C     -10,769,026.32  2,320,938.04   sFT  1.00010557   +0 02 26.0
 CU0942;UTM  14      - 3,564,840.672   381,768.326   MT  0.99977238   -0 40 08.0
 CU0942
 CU0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0942!SPC TXNC     -   0.99988380  x   0.99997865  =   0.99986245
 CU0942!SPC TX C     -   0.99988380  x   1.00010557  =   0.99998936
 CU0942!UTM  14      -   0.99988380  x   0.99977238  =   0.99965621
 CU0942
 CU0942|---------------------------------------------------------------------|
 CU0942| PID    Reference Object                     Distance      Geod. Az  |
 CU0942|                                                           dddmmss.s |
 CU0942| CU0943 FULLER 2                             12.685 METERS 02512     |
 CU0942| CX7240 FULLER AZ MK                                       1450620.9 |
 CU0942| CU0939 HYLTON                              APPROX.12.2 KM 1673421.8 |
 CU0942| CX7241 FULLER RM 1                          40.261 METERS 19502     |
 CU0942| CX7242 FULLER RM 2                          34.580 METERS 33603     |
 CU0942|---------------------------------------------------------------------|
 CU0942
 CU0942                          SUPERSEDED SURVEY CONTROL
 CU0942
 CU0942  NAD 83(1986)-  32 12 50.21626(N)    100 15 16.54367(W) AD(       ) 1
 CU0942  NAD 27      -  32 12 49.74800(N)    100 15 15.19200(W) AD(       ) 1
 CU0942
 CU0942.Superseded values are not recommended for survey control.
 CU0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0942.See file dsdata.txt to determine how the superseded data were derived.
 CU0942
 CU0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA8176864841(NAD 83)
 CU0942_MARKER: DS = TRIANGULATION STATION DISK
 CU0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0942
 CU0942  HISTORY     - Date     Condition        Report By
 CU0942  HISTORY     - 1935     MONUMENTED       CGS
 CU0942  HISTORY     - 1958     GOOD             CGS
 CU0942  HISTORY     - 1961     MARK NOT FOUND   CGS
 CU0942
 CU0942                          STATION DESCRIPTION
 CU0942
 CU0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0942'THE STATION IS LOCATED ON HIGH PLATEAU ALONG A ROAD 9-1/2 MILES
 CU0942'NNE OF BLACKWELL, 11 MILES E BY S OF MARYNEAL, AND 6-1/4 MILES
 CU0942'NNW OF HYLTON.
 CU0942'
 CU0942'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CU0942'BRONZE DISKS SET IN CONCRETE.
 CU0942'
 CU0942'REFERENCE MARK NO. 1 IS SW OF STATION, SET 30 FEET W OF CENTER
 CU0942'LINE OF ROAD.
 CU0942'
 CU0942'REFERENCE MARK NO. 2 IS N OF STATION, SET 30 FEET E OF CENTER
 CU0942'LINE OF ROAD.
 CU0942'
 CU0942'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING ROAD 0.5
 CU0942'MILE SE FROM STATION.  MARK IS SET 30 FEET LEFT (E) CENTER
 CU0942'LINE OF ROAD.
 CU0942'
 CU0942'STATION IS REACHED FROM SWEETWATER BY GOING S ON U.S. HIGHWAY
 CU0942'70 FOR 15.5 MILES AND TAKE A GRADED ROAD LEFT (E) AT A GULF GAS
 CU0942'STATION AT TOP OF GRADE, PROCEED AND KEEP STRAIGHT E 3.4 MILES
 CU0942'AND TURN RIGHT (S) ON T-ROAD.  CONTINUE 1.25 MILES AND TURN
 CU0942'RIGHT (S) 2.25 MILES, OR 0.6 MILE AFTER PASSING THROUGH CATTLE
 CU0942'GUARD.  STATION IS 36 FEET E OF CENTER LINE OF ROAD.
 CU0942'
 CU0942'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 CU0942
 CU0942                          STATION RECOVERY (1958)
 CU0942
 CU0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0942'THIS STATION WAS RECOVERED AND THE STATION MARK WAS THE ONLY
 CU0942'MARK FOUND IN GOOD CONDITION.  IT IS ON THE RIGHT OF WAY OF
 CU0942'FARM ROAD 53, ABOUT 40 FEET EAST OF THE CENTERLINE OF THE
 CU0942'HIGHWAY AND ABOUT 18 FEET WEST OF THE RIGHT OF WAY FENCE.
 CU0942'TWO SMALL BOULDERS MARK THE STATION SITE.
 CU0942'
 CU0942'R.M. NO. 1 IS 118.7 FEET SOUTHWEST OF THE STATION AND PROJECTS
 CU0942'2 INCHES.  THIS MARK HAS BEEN MOVED AS THE DISTANCE DOES NOT
 CU0942'CHECK WITH THE ORIGINAL DESCRIPTION AND THE ARROW ON THE DISK
 CU0942'DOES NOT POINT TOWARD THE STATION.
 CU0942'
 CU0942'NEITHER R.M. NO. 2 NOR THE AZIMUTH MARK COULD BE FOUND AND THESE
 CU0942'MARKS WERE PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 CU0942'
 CU0942'NO CUTS WERE VISABLE FROM THE GROUND AT THE STATION SO NO NEW
 CU0942'MARKS WERE ESTABLISHED.
 CU0942'
 CU0942'TO REACH THE STATION FROM SWEETWATER, FROM THE UNDERPASS ON
 CU0942'STATE HIGHWAY 70 TO THE SOUTH OF THE BUSINESS DISTRICT, GO
 CU0942'SOUTH ON STATE HIGHWAY 70 FOR 12.25 MILES TO JUNCTION WITH
 CU0942'FARM ROAD 53, TURN LEFT AND GO SOUTHEAST ON FARM ROAD 53 FOR
 CU0942'4.4 MILES TO JUNCTION WITH FARM ROAD 126, CONTINUE ON FARM
 CU0942'ROAD 53 FOR 3.45 MILES TO THE STATION ON THE LEFT.
 CU0942
 CU0942                          STATION RECOVERY (1961)
 CU0942
 CU0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0942'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.
 CU0942'THE SURFACE STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AND
 CU0942'THE AZIMUTH MARK WERE FOUND TO BE DESTROYED.
 CU0942'
 CU0942'THE UNDERGROUND STATION DISK IS STAMPED FULLER 1935, SET IN
 CU0942'AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 CU0942'THE GROUND.  IT IS 36 FEET EAST OF THE CENTER LINE OF FARM
 CU0942'ROAD 53, AND 25 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.
 CU0942'
 CU0942'A TRIANGULATION STATION FULLER 2 WAS ESTABLISHED AND A TRAVERSE
 CU0942'CONNECTION WAS MADE TO STATION FULLER 1935, DISTANCE BEING
 CU0942'41.62 FEET (12.685 METERS) SOUTHWEST OF STATION FULLER 2.,
 CU0942'S 25 DEG 13 MIN W.
 CU0942'
 CU0942'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 53 AND 126,
 CU0942'APPROXIMATELY 3.5 MILES SOUTHWEST OF NOLAN, GO SOUTHEAST ON
 CU0942'FARM ROAD 53 FOR 3.4 MILES TO STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1938 ***********************************************************************
 FL1938  DESIGNATION -  FULLER
 FL1938  PID         -  FL1938
 FL1938  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1938  USGS QUAD   -  FULLER (1963)
 FL1938
 FL1938                         *CURRENT SURVEY CONTROL
 FL1938  ___________________________________________________________________
 FL1938* NAD 83(1993)-  35 09 02.05471(N)    100 05 05.61870(W)     ADJUSTED  
 FL1938* NAVD 88     -       687.4    (meters)    2255.     (feet)  VERTCON   
 FL1938  ___________________________________________________________________
 FL1938  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 FL1938  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL1938
 FL1938  HORZ ORDER  -  FIRST
 FL1938
 FL1938.The horizontal coordinates were established by classical geodetic methods
 FL1938.and adjusted by the National Geodetic Survey in February 1996..
 FL1938
 FL1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1938
 FL1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1938
 FL1938.The geoid height was determined by GEOID03.
 FL1938
 FL1938;                    North         East     Units Scale Factor Converg.
 FL1938;SPC TX N     - 1,128,563.247   328,930.843   MT  0.99992170   +0 49 12.4
 FL1938;SPC TX N     - 3,702,627.92  1,079,167.27   sFT  0.99992170   +0 49 12.4
 FL1938;SPC OK S     -   203,541.214   410,039.554   MT  0.99998469   -1 11 00.3
 FL1938;SPC OK S     -   667,784.80  1,345,271.44   sFT  0.99998469   -1 11 00.3
 FL1938;UTM  14      - 3,890,279.664   401,181.303   MT  0.99972035   -0 37 28.8
 FL1938
 FL1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1938!SPC TX N     -   0.99989627  x   0.99992170  =   0.99981798
 FL1938!SPC OK S     -   0.99989627  x   0.99998469  =   0.99988096
 FL1938!UTM  14      -   0.99989627  x   0.99972035  =   0.99961665
 FL1938
 FL1938|---------------------------------------------------------------------|
 FL1938| PID    Reference Object                     Distance      Geod. Az  |
 FL1938|                                                           dddmmss.s |
 FL1938| CK9657 FULLER RM 2                         155.418 METERS 04410     |
 FL1938| FK0604 AMARILLO ST LOUIS AWY BCN 9         APPROX.12.8 KM 0463216.1 |
 FL1938| FK0603 TEXOLA WATER TANK                   APPROX.11.6 KM 0485601.7 |
 FL1938| CK9656 FULLER RM 1                          20.185 METERS 32338     |
 FL1938| CK9655 FULLER AZ MK                                       3562617.7 |
 FL1938|---------------------------------------------------------------------|
 FL1938
 FL1938                          SUPERSEDED SURVEY CONTROL
 FL1938
 FL1938  NAD 83(1993)-  35 09 02.05490(N)    100 05 05.61874(W) AD(       ) 1
 FL1938  NAD 83(1986)-  35 09 02.05804(N)    100 05 05.60971(W) AD(       ) 1
 FL1938  NAD 27      -  35 09 01.87200(N)    100 05 04.20500(W) AD(       ) 1
 FL1938  NGVD 29 (07/19/86)  687.1    (m)         2254.     (f) VERT ANG       
 FL1938
 FL1938.Superseded values are not recommended for survey control.
 FL1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1938.See file dsdata.txt to determine how the superseded data were derived.
 FL1938
 FL1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0118190280(NAD 83)
 FL1938_MARKER: DS = TRIANGULATION STATION DISK
 FL1938_SETTING: 0 = UNSPECIFIED SETTING
 FL1938
 FL1938  HISTORY     - Date     Condition        Report By
 FL1938  HISTORY     - 1927     MONUMENTED       CGS
 FL1938  HISTORY     - 1951     GOOD             CGS
 FL1938
 FL1938                          STATION DESCRIPTION
 FL1938
 FL1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FL1938'ABOUT 9-1/2 MILES E AND 4-1/2 MILES S OF SHAMROCK, ON HIGHEST
 FL1938'POINT OF A RIDGE, A SHORT DISTANCE S OF OIL PIPE AND TELEPHONE
 FL1938'LINES, AND ABOUT 1 MILE W OF A LONE TREE.
 FL1938'
 FL1938'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FL1938'DISKS SET IN CONCRETE.
 FL1938'
 FL1938'REFERENCE MARK NO. 1 IS 20.18 METERS (66.2 FEET) FROM STATION
 FL1938'N 36 DEG 20 MIN W.
 FL1938'
 FL1938'REFERENCE MARK NO. 2 IS 155.42 METERS (509.9 FEET) FROM THE
 FL1938'STATION N 44 DEG 10 MIN E.
 FL1938'
 FL1938'TO REACH FROM SHAMROCK GO EASTERLY ALONG U.S. HIGHWAY 66 ABOUT
 FL1938'7 MILES TO MIDWAY FILLING STATION, THENCE S 3 MILES TO A RANCH
 FL1938'HOUSE.  PASS THROUGH TWO GATES INTO PASTURE AND FOLLOW FENCE
 FL1938'E 0.7 MILE TO PIPE LINE.  FOLLOW PIPE-LINE ROAD ABOUT 2.5
 FL1938'MILES, TURN S TO TOP OF RIDGE, AND GO E 0.1 MILE TO STATION.
 FL1938
 FL1938                          STATION RECOVERY (1951)
 FL1938
 FL1938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1938'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FL1938'IN GOOD CONDITION.  AN AZIMUTH MARK WAS SET BY THIS PARTY.
 FL1938'A NEW DESCRIPTION FOLLOWS--
 FL1938'
 FL1938'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF SHAMROCK,
 FL1938'500 FEET SOUTHWEST OF A TELEPHONE LINE, 6 FEET WEST OF A WITNESS
 FL1938'POST, AND ON THE HIGHEST POINT OF A RIDGE.  IT IS ON LAND OWNED
 FL1938'BY MR. OSCAR LAYCOCK.  THE MARK IS A BRONZE DISK STAMPED FULLER
 FL1938'1927, AND SET IN A CONCRETE POST THAT PROJECTS 10 INCHES.
 FL1938'
 FL1938'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED FULLER NO 1 1927,
 FL1938'AND SET IN A CONCRETE POST THAT PROJECTS 12 INCHES.
 FL1938'
 FL1938'REFERENCE MARK NO. 2 IS 6 FEET EAST OF A TELEPHONE POLE.  THE
 FL1938'MARK IS A BRONZE DISK STAMPED FULLER NO 2 1927, AND SET IN
 FL1938'A CONCRETE POST THAT PROJECTS 4 INCHES.
 FL1938'
 FL1938'THE AZIMUTH MARK IS 96 FEET NORTH OF A TRACK ROAD AND 3 FEET
 FL1938'SOUTH OF A WITNESS POST.  THE MARK IS A BRONZE DISK STAMPED
 FL1938'FULLER 1951, AND SET IN A BOULDER THAT PROJECTS 4 INCHES.
 FL1938'
 FL1938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 FL1938'AND 83 IN SHAMROCK.  GO EAST ON U.S. HIGHWAY 66 FOR 7.0 MILES
 FL1938'TO A CROSS ROAD, TURN RIGHT AND GO SOUTH FOR 2.1 MILES TO A
 FL1938'T-INTERSECTION, TURN LEFT AND GO EAST FOR 1.0 MILE TO A CROSS
 FL1938'ROAD, TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A T-INTERSECTION,
 FL1938'TURN LEFT AND GO 0.4 MILE TO A HOUSE, FOLLOW ROAD TO THE LEFT
 FL1938'OF THE HOUSE AND GO 0.4 MILE TO A GATE.  PASS THROUGH THE
 FL1938'GATE, TAKE THE RIGHT FORK AND GO FOR 0.3 MILE TO A GATE.
 FL1938'PASS THROUGH THE GATE AND GO FOR 0.3 MILE TO A ROAD
 FL1938'FORK, TAKE THE LEFT FORK FOR 0.6 MILE TO A GATE, PASS
 FL1938'THROUGH THE GATE AND GO FOR 1.1 MILE TO A ROAD FORK, *TAKE
 FL1938'THE RIGHT FORK AND GO 0.25 MILE TO A FENCE CORNER.  TURN
 FL1938'SHARP RIGHT AND GO 0.1 MILE TO THE TOP OF THE RIDGE AND
 FL1938'THE STATION.
 FL1938'
 FL1938'*TO REACH THE AZIMUTH FROM HERE, TAKE THE LEFT FORK AND GO 0.1
 FL1938'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FL1938'
 FL1938'OBSERVATIONS MADE FROM A 4-FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0943 ***********************************************************************
 CU0943  DESIGNATION -  FULLER 2
 CU0943  PID         -  CU0943
 CU0943  STATE/COUNTY-  TX/NOLAN
 CU0943  USGS QUAD   -  BLACKWELL NE (1987)
 CU0943
 CU0943                         *CURRENT SURVEY CONTROL
 CU0943  ___________________________________________________________________
 CU0943* NAD 83(1993)-  32 12 50.58341(N)    100 15 16.34941(W)     ADJUSTED  
 CU0943* NAVD 88     -       766.     (meters)    2513.     (feet)  SCALED    
 CU0943  ___________________________________________________________________
 CU0943  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 CU0943  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CU0943
 CU0943  HORZ ORDER  -  SECOND
 CU0943
 CU0943.The horizontal coordinates were established by classical geodetic methods
 CU0943.and adjusted by the National Geodetic Survey in February 1996..
 CU0943
 CU0943.The orthometric height was scaled from a topographic map.
 CU0943
 CU0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0943
 CU0943.The geoid height was determined by GEOID03.
 CU0943
 CU0943;                    North         East     Units Scale Factor Converg.
 CU0943;SPC TXNC     - 2,062,082.127   434,605.409   MT  0.99997862   -0 57 24.9
 CU0943;SPC TXNC     - 6,765,347.78  1,425,867.91   sFT  0.99997862   -0 57 24.9
 CU0943;SPC TX C     - 3,282,417.268   707,428.723   MT  1.00010561   +0 02 26.1
 CU0943;SPC TX C     -10,769,063.99  2,320,955.74   sFT  1.00010561   +0 02 26.1
 CU0943;UTM  14      - 3,564,852.082   381,773.860   MT  0.99977237   -0 40 07.9
 CU0943
 CU0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0943!SPC TXNC     -   0.99988380  x   0.99997862  =   0.99986242
 CU0943!SPC TX C     -   0.99988380  x   1.00010561  =   0.99998940
 CU0943!UTM  14      -   0.99988380  x   0.99977237  =   0.99965620
 CU0943
 CU0943:                Primary Azimuth Mark                     Grid Az
 CU0943:SPC TXNC     -  NOLAN SW BELL TEL MICROWAVE              059 20 25.0
 CU0943:SPC TX C     -  NOLAN SW BELL TEL MICROWAVE              058 20 34.0
 CU0943:UTM  14      -  NOLAN SW BELL TEL MICROWAVE              059 03 08.0
 CU0943
 CU0943|---------------------------------------------------------------------|
 CU0943| PID    Reference Object                     Distance      Geod. Az  |
 CU0943|                                                           dddmmss.s |
 CU0943| CU0926 NOLAN SW BELL TEL MICROWAVE         APPROX. 8.8 KM 0582300.1 |
 CU0943| CU0933 HALLIBURTON CO RADIO MAST           APPROX.19.9 KM 0863934.6 |
 CU0943| CU0935 HACK DRILLING CO RADIO MAST         APPROX.18.8 KM 0902639.2 |
 CU0943| CX7243 FULLER 2 AZ MK                                     1412641.4 |
 CU0943| CX7244 FULLER 2 RM 3                        28.124 METERS 16643     |
 CU0943| CX7245 FULLER 2 RM 4                        32.457 METERS 33633     |
 CU0943|---------------------------------------------------------------------|
 CU0943
 CU0943                          SUPERSEDED SURVEY CONTROL
 CU0943
 CU0943  NAD 83(1986)-  32 12 50.58899(N)    100 15 16.33730(W) AD(       ) 2
 CU0943  NAD 27      -  32 12 50.12070(N)    100 15 14.98520(W) AD(       ) 2
 CU0943
 CU0943.Superseded values are not recommended for survey control.
 CU0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0943.See file dsdata.txt to determine how the superseded data were derived.
 CU0943
 CU0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA8177464852(NAD 83)
 CU0943_MARKER: DS = TRIANGULATION STATION DISK
 CU0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0943
 CU0943  HISTORY     - Date     Condition        Report By
 CU0943  HISTORY     - 1961     MONUMENTED       CGS
 CU0943  HISTORY     - 1982     SEE DESCRIPTION  TXHD
 CU0943
 CU0943                          STATION DESCRIPTION
 CU0943
 CU0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0943'THE STATION IS APPROXIMATELY 6-3/4 MILES NORTHWEST OF HYLTON,
 CU0943'4-1/2 MILES SOUTH OF NOLAN, 10 FEET EAST OF THE RIGHT-OF-WAY
 CU0943'FENCE OF FARM ROAD 53, ON PROPERTY OWNED BY M.D. EARWOOD.
 CU0943'
 CU0943'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 53 AND
 CU0943'126, APPROXIMATELY 3-1/2 MILES SOUTHWEST OF NOLAN, GO SOUTHEAST
 CU0943'ON FARM ROAD 53 FOR 3.4 MILES TO THE STATION ON THE LEFT.
 CU0943'
 CU0943'STATION MARKS ARE STANDARD DISKS STAMPED FULLER 2 1961.  THE
 CU0943'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CU0943'2 INCHES.  IT IS 71 FEET EAST OF THE CENTER LINE OF FARM ROAD
 CU0943'53, 10 FEET EAST OF A METAL WITNESS POST IN THE RIGHT-OF-WAY
 CU0943'FENCE AND APPROXIMATELY 0.15 MILE WEST OF A WINDMILL.  THE
 CU0943'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 24
 CU0943'INCHES BELOW THE SURFACE OF THE GROUND.
 CU0943'
 CU0943'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FULLER 2 NO. 3 1961,
 CU0943'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 CU0943'62 FEET EAST OF THE CENTER LINE OF FARM ROAD 53 AND 1.5 FEET
 CU0943'EAST OF THE RIGHT-OF-WAY FENCE.
 CU0943'
 CU0943'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FULLER 2 NO. 4 1961,
 CU0943'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 CU0943'62 FEET EAST OF THE CENTER LINE OF FARM ROAD 53 AND 1.5 FEET
 CU0943'EAST OF THE RIGHT-OF-WAY FENCE.
 CU0943'
 CU0943'AZIMUTH MARK IS A STANDARD DISK STAMPED FULLER 2 1961, SET IN
 CU0943'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 62 FEET
 CU0943'NORTH OF THE CENTER LINE OF FARM ROAD 53, 4.2 FEET WEST OF A
 CU0943'METAL WITNESS POST AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 CU0943'
 CU0943'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND EAST
 CU0943'ON FARM ROAD 53 FOR 0.55 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CU0943'
 CU0943'NOTE--THE UNDERGROUND DISK AT FULLER 1935 WAS RECOVERED.
 CU0943'SEE RECOVERY NOTE ON FULLER 1935.
 CU0943'
 CU0943'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CU0943'
 CU0943'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 CU0943
 CU0943                          STATION RECOVERY (1982)
 CU0943
 CU0943'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1982 (CLJ)
 CU0943'FULLER 2 1961, RECOVERED, BUT HAS BEEN RELOCATED.
 CU0943'
 CU0943'FULLER 2 NO. 3 1961, IN EXCELLENT CONDITION.
 CU0943'
 CU0943'FULLER 2 NO. 4 1961, IN EXCELLENT CONDITION.
 CU0943'
 CU0943'DURING PIPE LINE CONSTRUCTION, THIS STATION WAS RELOCATED.  IT IS
 CU0943'NOW 5.62 FT. FROM OLD LOCATION IN BEARING S 64 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6977 ***********************************************************************
 AW6977  DESIGNATION -  FULSHEAR TEXAS ILL GAS CO MAST
 AW6977  PID         -  AW6977
 AW6977  STATE/COUNTY-  TX/FORT BEND
 AW6977  USGS QUAD   -  FULSHEAR (1980)
 AW6977
 AW6977                         *CURRENT SURVEY CONTROL
 AW6977  ___________________________________________________________________
 AW6977* NAD 83(1993)-  29 41 34.09545(N)    095 52 38.38195(W)     ADJUSTED  
 AW6977* NAVD 88     -                                                        
 AW6977  ___________________________________________________________________
 AW6977  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW6977  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW6977
 AW6977  HORZ ORDER  -  THIRD
 AW6977
 AW6977.The horizontal coordinates were established by classical geodetic methods
 AW6977.and adjusted by the National Geodetic Survey in February 1996..
 AW6977
 AW6977
 AW6977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6977
 AW6977.The geoid height was determined by GEOID03.
 AW6977
 AW6977;                    North         East     Units Scale Factor Converg.
 AW6977;SPC TXSC     - 4,210,113.695   902,147.250   MT  0.99988268   +1 31 47.4
 AW6977;SPC TXSC     -13,812,681.35  2,959,794.77   sFT  0.99988268   +1 31 47.4
 AW6977;UTM  15      - 3,288,211.222   221,577.589   MT  1.00055658   -1 25 34.3
 AW6977
 AW6977                          SUPERSEDED SURVEY CONTROL
 AW6977
 AW6977  NAD 83(1986)-  29 41 34.11001(N)    095 52 38.36472(W) AD(       ) 4
 AW6977  NAD 27      -  29 41 33.26335(N)    095 52 37.54110(W) AD(       ) 3
 AW6977
 AW6977.Superseded values are not recommended for survey control.
 AW6977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6977.See file dsdata.txt to determine how the superseded data were derived.
 AW6977
 AW6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2157888211(NAD 83)
 AW6977_MARKER: 42 = RADIO/TV MAST
 AW6977
 AW6977  HISTORY     - Date     Condition        Report By
 AW6977  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6977  HISTORY     - 19950108 GOOD             USPSQD
 AW6977
 AW6977                          STATION DESCRIPTION
 AW6977
 AW6977'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6977'THE STATION IS LOCATED 1.25 MILES EAST OF FULSHEAR ABOUT 250.0
 AW6977'FEET NORTH OF THE CENTER OF FARM ROADS NO. 359 AND 1093 IN
 AW6977'OPEN PASTURE LAND.  IT IS A TWO LEGGED TRUSSWORK STRUCTURE
 AW6977'SUPPORTING TWO LARGE SCREEN ANTENNAE, IS SUPPORTED BY GUY
 AW6977'CABLES AND IS PAINTED ALTERNATELY RED AND WHITE.  THERE IS A
 AW6977'CONCRETE BLOCK BUILDING SETTING DIRECTLY BETWEEN THE LEGS AND
 AW6977'THERE IS A RED LIGHT ON THE TOP OF THE NORTHWEST LEG.  IT HAS
 AW6977'AN OVER-ALL HEIGHT OF 200.0 FEET.
 AW6977'
 AW6977'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE STRUCTURE.
 AW6977'
 AW6977'THE STATION IS THE PROPERTY OF THE TEXAS-ILLINOIS NATURAL GAS
 AW6977'PIPELINE COMPANY AND IS A SHORT WAVE RADIO RELAY STATION.
 AW6977'
 AW6977'TO REACH THE STATION FROM THE RAILROAD DEPOT IN FULSHEAR, GO
 AW6977'EAST ON FARM ROADS NO. 359 AND 1093 FOR 1.25 MILE TO A BOARD
 AW6977'GATE ON THE LEFT LEADING INTO THE TRANSFORMER SHACK AND THE
 AW6977'STATION AS DESCRIBED.
 AW6977
 AW6977                          STATION RECOVERY (1995)
 AW6977
 AW6977'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0895 ***********************************************************************
 FM0895  DESIGNATION -  FULTON
 FM0895  PID         -  FM0895
 FM0895  STATE/COUNTY-  TX/OLDHAM
 FM0895  USGS QUAD   -  WILDORADO (1984)
 FM0895
 FM0895                         *CURRENT SURVEY CONTROL
 FM0895  ___________________________________________________________________
 FM0895* NAD 83(1993)-  35 13 58.86951(N)    102 11 39.90829(W)     ADJUSTED  
 FM0895* NAVD 88     -      1199.7    (meters)    3936.     (feet)  VERTCON   
 FM0895  ___________________________________________________________________
 FM0895  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 FM0895  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 FM0895
 FM0895  HORZ ORDER  -  SECOND
 FM0895
 FM0895.The horizontal coordinates were established by classical geodetic methods
 FM0895.and adjusted by the National Geodetic Survey in February 1996..
 FM0895
 FM0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0895
 FM0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0895
 FM0895.The geoid height was determined by GEOID03.
 FM0895
 FM0895;                    North         East     Units Scale Factor Converg.
 FM0895;SPC TX N     - 1,137,008.918   136,793.824   MT  0.99991605   -0 24 08.8
 FM0895;SPC TX N     - 3,730,336.76    448,797.74   sFT  0.99991605   -0 24 08.8
 FM0895;UTM  13      - 3,902,492.489   755,320.416   MT  1.00040346   +1 37 09.9
 FM0895
 FM0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0895!SPC TX N     -   0.99981573  x   0.99991605  =   0.99973179
 FM0895!UTM  13      -   0.99981573  x   1.00040346  =   1.00021912
 FM0895
 FM0895|---------------------------------------------------------------------|
 FM0895| PID    Reference Object                     Distance      Geod. Az  |
 FM0895|                                                           dddmmss.s |
 FM0895| CJ6429 FULTON RM 1                          27.062 METERS 08127     |
 FM0895| CJ6428 FULTON AZ MK                                       0851941.8 |
 FM0895| FM0890 BUSHLAND COOP GRAIN ELEVATOR        APPROX.12.6 KM 1110219.5 |
 FM0895| FM0891 BUSHLAND NEELY GRAIN CO ELEV        APPROX.12.3 KM 1113657.0 |
 FM0895| CJ6430 FULTON RM 2                          43.663 METERS 14441     |
 FM0895|---------------------------------------------------------------------|
 FM0895
 FM0895                          SUPERSEDED SURVEY CONTROL
 FM0895
 FM0895  NAD 83(1986)-  35 13 58.87688(N)    102 11 39.89962(W) AD(       ) 2
 FM0895  NAD 27      -  35 13 58.68800(N)    102 11 38.18300(W) AD(       ) 2
 FM0895  NGVD 29 (07/28/98) 1199.2    (m)         3934.     (f) VERT ANG       
 FM0895
 FM0895.Superseded values are not recommended for survey control.
 FM0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0895.See file dsdata.txt to determine how the superseded data were derived.
 FM0895
 FM0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5532002492(NAD 83)
 FM0895_MARKER: DS = TRIANGULATION STATION DISK
 FM0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0895
 FM0895  HISTORY     - Date     Condition        Report By
 FM0895  HISTORY     - 1953     MONUMENTED       CGS
 FM0895  HISTORY     - 1961     GOOD             USGS
 FM0895
 FM0895                          STATION DESCRIPTION
 FM0895
 FM0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0895'STATION IS LOCATED, AIRLINE, ABOUT 1-1/2 MILES NORTH
 FM0895'NORTHEAST OF WILDORADO, 0.1 MILE NORTHWEST OF A DOUBLE POWER
 FM0895'LINE THAT RUNS NORTHEAST AND SOUTHWEST, AND IN PASTURE LAND
 FM0895'AT A POINT WHERE THE FENCE LINE GOES OVER THE RIDGE.  THERE IS
 FM0895'HIGHER GROUND ABOUT 0.5 MILE TO THE SOUTH AND WEST.
 FM0895'
 FM0895'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT AT
 FM0895'WILDORADO, GO EAST ON U.S. HIGHWAY 66 FOR 1.0 MILE TO A CROSS
 FM0895'ROAD.  TURN LEFT, CROSS THE RAILROAD TRACKS, AND GO NORTH
 FM0895'FOR 0.6 MILE TO A T ROAD.  TURN RIGHT, EAST, AND GO 0.1 MILE
 FM0895'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 1.2 MILES TO A
 FM0895'CATTLE GUARD AND THE AZIMUTH MARK ON THE LEFT IN THE FENCE
 FM0895'LINE.  PASS THROUGH THE CATTLE GUARD, TURN LEFT OFF THE ROAD
 FM0895'ONTO A DIM TRACK ROAD AND GO WEST FOR 0.45 MILE TO THE FENCE
 FM0895'LINE ON THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 FM0895'
 FM0895'STATION MARK, STAMPED FULTON 1953, IS A STANDARD DISK SET
 FM0895'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FM0895'INCHES.  IT IS 108.0 FEET WEST OF THE POWER LINE, 13.6 FEET
 FM0895'SOUTH OF THE FENCE LINE AND 5.4 FEET SOUTH OF A WITNESS POST.
 FM0895'
 FM0895'REFERENCE MARK NUMBER 1, STAMPED FULTON NO 1 1953, IS A
 FM0895'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FM0895'POST, PROJECTING 4 INCHES AND 2 FEET LOWER THAN THE STATION.
 FM0895'IT IS 6 INCHES SOUTH OF THE FENCE LINE.
 FM0895'
 FM0895'REFERENCE MARK NUMBER 2, STAMPED FULTON NO 2 1953, IS A STANDARD
 FM0895'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, PROJECTING
 FM0895'4 INCHES AND 3-1/2 FEET LOWER THAN THE STATION.  IT IS 2.5
 FM0895'FEET NORTHWEST OF THE POWER LINE POLE.
 FM0895'
 FM0895'AZIMUTH MARK, STAMPED FULTON 1953, IS A STANDARD DISK SET IN
 FM0895'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 FM0895'INCHES.  IT IS 42.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FM0895'ROAD, 15.0 FEET SOUTH OF A T FENCE INTERSECTION AND 54.0 FEET
 FM0895'SOUTH OF THE CENTER OF THE CATTLE GUARD.
 FM0895'
 FM0895'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 FM0895
 FM0895                          STATION RECOVERY (1961)
 FM0895
 FM0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FM0895'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35102-2, STATION 1009.
 FM0895'RECOVERED BY USGS IN 1961.
 FM0895'STATION MARK--STANDARD USC AND GS DISK SET IN THE TOP OF 10-IN. SQUARE
 FM0895'CONCRETE POST THAT PROJECTS 4 IN., STAMPED---FULTON 1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8385 ***********************************************************************
 AH8385  DESIGNATION -  FULTON TANK
 AH8385  PID         -  AH8385
 AH8385  STATE/COUNTY-  TX/NUECES
 AH8385  USGS QUAD   -  ROCKPORT (1979)
 AH8385
 AH8385                         *CURRENT SURVEY CONTROL
 AH8385  ___________________________________________________________________
 AH8385* NAD 83(1993)-  28 03 37.30472(N)    097 02 34.24770(W)     ADJUSTED  
 AH8385* NAVD 88     -        50.8    (meters)     167.     (feet)  VERTCON   
 AH8385  ___________________________________________________________________
 AH8385  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH8385  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AH8385
 AH8385  HORZ ORDER  -  THIRD
 AH8385
 AH8385.The horizontal coordinates were established by classical geodetic methods
 AH8385.and adjusted by the National Geodetic Survey in August 1998..
 AH8385
 AH8385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8385
 AH8385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8385
 AH8385.The geoid height was determined by GEOID03.
 AH8385
 AH8385;                    North         East     Units Scale Factor Converg.
 AH8385;SPC TX S     - 5,266,044.079   443,254.563   MT  1.00006535   +0 39 41.6
 AH8385;SPC TX S     -17,277,012.95  1,454,244.35   sFT  1.00006535   +0 39 41.6
 AH8385;UTM  14      - 3,105,434.783   692,345.927   MT  1.00005665   +0 55 15.4
 AH8385
 AH8385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8385!SPC TX S     -   0.99999624  x   1.00006535  =   1.00006159
 AH8385!UTM  14      -   0.99999624  x   1.00005665  =   1.00005289
 AH8385
 AH8385                          SUPERSEDED SURVEY CONTROL
 AH8385
 AH8385  NGVD 29 (08/21/98)   50.9    (m)          167.     (f) VERT ANG       
 AH8385
 AH8385.Superseded values are not recommended for survey control.
 AH8385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8385.See file dsdata.txt to determine how the superseded data were derived.
 AH8385
 AH8385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9234605435(NAD 83)
 AH8385_MARKER: 51 = TANK
 AH8385
 AH8385  HISTORY     - Date     Condition        Report By
 AH8385  HISTORY     - 1989     FIRST OBSERVED   NOS
 AH8385
 AH8385                          STATION DESCRIPTION
 AH8385
 AH8385'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8385'THE STATION IS LOCATED NEAR THE WEST SIDE OF THE TOWN OF FULTON. TO
 AH8385'REACH THE STATION FROM THE ENTRANCE TO ARANSAS COUNTY AIRPORT AT TEXAS
 AH8385'HIGHWAY 35, GO SOUTH ON HIGHWAY 35 FOR 2.3 MILES TO A STREET TO THE
 AH8385'RIGHT.  TURN RIGHT AND GO FOR 0.1 MILE TO THE TANK ON THE RIGHT. THE
 AH8385'TANK HAS SIX LEGS AND WAS PAINTED WHITE AT THE TIME OF THIS SURVEY.
 AH8385'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0638 ***********************************************************************
 EO0638  DESIGNATION -  FUQUA
 EO0638  PID         -  EO0638
 EO0638  STATE/COUNTY-  TX/BAILEY
 EO0638  USGS QUAD   -  STEGALL (1980)
 EO0638
 EO0638                         *CURRENT SURVEY CONTROL
 EO0638  ___________________________________________________________________
 EO0638* NAD 83(1993)-  34 02 21.97063(N)    102 56 20.78751(W)     ADJUSTED  
 EO0638* NAVD 88     -      1241.4    (meters)    4073.     (feet)  VERTCON   
 EO0638  ___________________________________________________________________
 EO0638  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 EO0638  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 EO0638
 EO0638  HORZ ORDER  -  FIRST
 EO0638
 EO0638.The horizontal coordinates were established by classical geodetic methods
 EO0638.and adjusted by the National Geodetic Survey in February 1996..
 EO0638
 EO0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0638
 EO0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0638
 EO0638.The geoid height was determined by GEOID03.
 EO0638
 EO0638;                    North         East     Units Scale Factor Converg.
 EO0638;SPC TXNC     - 2,271,790.928   190,196.930   MT  1.00002111   -2 25 15.8
 EO0638;SPC TXNC     - 7,453,367.40    624,004.43   sFT  1.00002111   -2 25 15.8
 EO0638;SPC NM E     -   337,907.749   293,738.767   MT  1.00011333   +0 46 50.0
 EO0638;SPC NM E     - 1,108,619.01    963,707.94   sFT  1.00011333   +0 46 50.0
 EO0638;UTM  13      - 3,768,444.345   690,246.387   MT  1.00004618   +1 09 14.3
 EO0638
 EO0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0638!SPC TXNC     -   0.99980883  x   1.00002111  =   0.99982993
 EO0638!SPC NM E     -   0.99980883  x   1.00011333  =   0.99992214
 EO0638!UTM  13      -   0.99980883  x   1.00004618  =   0.99985500
 EO0638
 EO0638|---------------------------------------------------------------------|
 EO0638| PID    Reference Object                     Distance      Geod. Az  |
 EO0638|                                                           dddmmss.s |
 EO0638| CJ6432 FUQUA RM 1                           36.293 METERS 00108     |
 EO0638| CJ6431 FUQUA AZ MK                                        1794211.6 |
 EO0638| CJ6433 FUQUA RM 2                           32.348 METERS 26245     |
 EO0638|---------------------------------------------------------------------|
 EO0638
 EO0638                          SUPERSEDED SURVEY CONTROL
 EO0638
 EO0638  NAD 83(1993)-  34 02 21.97143(N)    102 56 20.78624(W) AD(       ) 1
 EO0638  NAD 83(1986)-  34 02 21.97970(N)    102 56 20.78399(W) AD(       ) 1
 EO0638  NAD 27      -  34 02 21.67600(N)    102 56 18.99600(W) AD(       ) 1
 EO0638  NGVD 29 (07/19/86) 1240.9    (m)         4071.     (f) VERT ANG       
 EO0638
 EO0638.Superseded values are not recommended for survey control.
 EO0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0638.See file dsdata.txt to determine how the superseded data were derived.
 EO0638
 EO0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT9024668444(NAD 83)
 EO0638_MARKER: DS = TRIANGULATION STATION DISK
 EO0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0638
 EO0638  HISTORY     - Date     Condition        Report By
 EO0638  HISTORY     - 1934     MONUMENTED       CGS
 EO0638  HISTORY     - 1951     POOR             LOCENG
 EO0638
 EO0638                          STATION DESCRIPTION
 EO0638
 EO0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0638'ABOUT 17 MILES SOUTHWEST OF MULESHOE, TEX., IN SECTION 143,
 EO0638'BLOCK A OF THE MELVIN, BLUM, AND BLUM SURVEY, IN PASTURE
 EO0638'LAND ABOUT 1/2 MILE NORTH OF A GRADED ROAD AND ABOUT 1.0 MILE
 EO0638'NORTHEAST OF A GRADED ROAD RUNNING SOUTH TO THE EVANS STORE.
 EO0638'TO REACH FROM MULESHOE, GO SOUTHWEST FROM THE BAILEY COUNTY
 EO0638'COURTHOUSE 0.6 MILE TO A POINT WHERE THE ROAD TURNS SOUTH,
 EO0638'GO SOUTH ON THE MAIN ROAD 10.5 MILES, TURN WEST ON A GRADED
 EO0638'ROAD AND GO 8.0 MILES, TURN SOUTH AND GO 2.3 MILES, TURN
 EO0638'WEST AND GO 2.2 MILES, PASS THROUGH A WIRE GATE ON THE NORTH
 EO0638'SIDE OF THE ROAD, AND GO WEST ALONG THE NORTH SIDE OF THE
 EO0638'FENCE 1.4 MILES.  THE AZIMUTH MARK IS ON THE NORTH SIDE OF
 EO0638'THE ROAD AT THIS POINT.  TURN DUE NORTH AND GO 0.45 MILE
 EO0638'TO THE STATION.  THE SURFACE, UNDERGROUND, REFERENCE, AND
 EO0638'AZIMUTH MARKS ARE STANDARDS DISKS SET IN CONCRETE.
 EO0638'REFERENCE MARK NO. 1 IS 119.07
 EO0638'FEET FROM STATION N 01 DEG 08 MIN E, AND NO. 2 IS
 EO0638'106.13 FEET FROM STATION S 82 DEG 45 MIN W.  THE
 EO0638'AZIMUTH MARK IS 1 FOOT NORTH OF THE FENCE LINE ON THE
 EO0638'NORTH SIDE OF THE ROAD AND APPROXIMATELY 0.45 MILE FROM
 EO0638'STATION S 00 DEG 18 MIN E.
 EO0638
 EO0638                          STATION RECOVERY (1951)
 EO0638
 EO0638'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951 (WBR)
 EO0638'STATION RECOVERED BY THE ATLANTIC REFINING CO.
 EO0638'
 EO0638'THE MARK WAS FOUND TO HAVE BEEN PULLED FROM THE GROUND AND
 EO0638'WAS LYING ON THE W SIDE OF A N-S ROAD WITH THE STATION MARK.
 EO0638'REFERENCE MARK 2 WAS ALSO FOUND TO HAVE BEEN REMOVED.  THE
 EO0638'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AS THE AREA
 EO0638'DESCRIBED AS PASTURE LAND IN THE ORIGINAL DESCRIPTION IS NOW
 EO0638'FARM LAND.  THE UNDERGROUND MARKS WERE NOT SEARCHED FOR.
 EO0638'
 EO0638'STATION MARK IS STAMPED FUQUA 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0875 ***********************************************************************
 EN0875  DESIGNATION -  FURGUSON
 EN0875  PID         -  EN0875
 EN0875  STATE/COUNTY-  TX/HALE
 EN0875  USGS QUAD   -  HALE CENTER (1968)
 EN0875
 EN0875                         *CURRENT SURVEY CONTROL
 EN0875  ___________________________________________________________________
 EN0875* NAD 83(1993)-  34 06 12.95687(N)    101 47 01.65427(W)     ADJUSTED  
 EN0875* NAVD 88     -      1037.     (meters)    3402.     (feet)  SCALED    
 EN0875  ___________________________________________________________________
 EN0875  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 EN0875  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 EN0875
 EN0875  HORZ ORDER  -  THIRD
 EN0875
 EN0875.The horizontal coordinates were established by classical geodetic methods
 EN0875.and adjusted by the National Geodetic Survey in February 1996..
 EN0875
 EN0875.The orthometric height was scaled from a topographic map.
 EN0875
 EN0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0875
 EN0875.The geoid height was determined by GEOID03.
 EN0875
 EN0875;                    North         East     Units Scale Factor Converg.
 EN0875;SPC TXNC     - 2,274,984.295   297,033.184   MT  1.00004107   -1 47 27.5
 EN0875;SPC TXNC     - 7,463,844.31    974,516.37   sFT  1.00004107   -1 47 27.5
 EN0875;UTM  14      - 3,777,142.487   243,197.467   MT  1.00041302   -1 33 42.1
 EN0875
 EN0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0875!SPC TXNC     -   0.99984124  x   1.00004107  =   0.99988231
 EN0875!UTM  14      -   0.99984124  x   1.00041302  =   1.00025420
 EN0875
 EN0875:                Primary Azimuth Mark                     Grid Az
 EN0875:SPC TXNC     -  PLAINVIEW PIONEER GAS CO MST             011 02 38.4
 EN0875:UTM  14      -  PLAINVIEW PIONEER GAS CO MST             010 48 53.0
 EN0875
 EN0875|---------------------------------------------------------------------|
 EN0875| PID    Reference Object                     Distance      Geod. Az  |
 EN0875|                                                           dddmmss.s |
 EN0875| EN0871 PLAINVIEW PIONEER GAS CO MST        APPROX.14.0 KM 0091510.9 |
 EN0875| CJ6435 FURGUSON RM 1                        24.455 METERS 03553     |
 EN0875| CJ6434 FURGUSON AZ MK                                     0525731.3 |
 EN0875| EN0876 VOR PLAINVIEW RADIO PVW             APPROX. 2.0 KM 1965920.9 |
 EN0875| CJ6436 FURGUSON RM 2                        36.895 METERS 29806     |
 EN0875|---------------------------------------------------------------------|
 EN0875
 EN0875                          SUPERSEDED SURVEY CONTROL
 EN0875
 EN0875  NAD 83(1986)-  34 06 12.96292(N)    101 47 01.64846(W) AD(       ) 3
 EN0875  NAD 27      -  34 06 12.70349(N)    101 47 00.01442(W) AD(       ) 3
 EN0875
 EN0875.Superseded values are not recommended for survey control.
 EN0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0875.See file dsdata.txt to determine how the superseded data were derived.
 EN0875
 EN0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4319777142(NAD 83)
 EN0875_MARKER: DS = TRIANGULATION STATION DISK
 EN0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0875
 EN0875  HISTORY     - Date     Condition        Report By
 EN0875  HISTORY     - 1964     MONUMENTED       CGS
 EN0875  HISTORY     - 1968     GOOD             CGS
 EN0875  HISTORY     - 1971     GOOD             NGS
 EN0875
 EN0875                          STATION DESCRIPTION
 EN0875
 EN0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0875'THE STATION IS ABOUT 20-1/4 MILES WEST OF LOCKNEY, 7 MILES SOUTHWEST
 EN0875'OF PLAINVIEW AND 4-1/2 MILES NORTHEAST OF HALE CENTER, ON THE
 EN0875'NORTHWEST SIDE OF U.S. HIGHWAY 87.
 EN0875'
 EN0875'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 87
 EN0875'IN PLAINVIEW, GO SOUTH AND SOUTHWEST ON U.S. HIGHWAY 87 FOR 7.15
 EN0875'MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EN0875'SOUTHWEST ON THE HIGHWAY FOR 0.55 MILE TO A CROSSROAD, SOME
 EN0875'FARM BUILDINGS AND THE STATION ON THE RIGHT.
 EN0875'
 EN0875'STATION MARK IS A STANDARD DISK, STAMPED FURGUSON 1964, SET IN THE
 EN0875'TOP OF A 16 INCH SQUARE CONCRETE POST 18 INCHES BELOW THE GROUND
 EN0875'SURFACE.  IT IS 85 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTH
 EN0875'BOUND LANE OF U.S. HIGHWAY 87, 75 FEET SOUTHWEST OF THE CENTERLINE OF
 EN0875'A GRADED ROAD AND 64 FEET SOUTH OF A TRANSFORMER POLE.
 EN0875'
 EN0875'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FURGUSON NO 1 1964, SET
 EN0875'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 EN0875'IS 25 FEET SOUTHWEST OF THE CENTERLINE OF THE GRADED ROAD, 21 FEET
 EN0875'NORTHWEST OF THE TRANSFORMER POLE, 2.5 FEET SOUTHEAST OF A WITNESS
 EN0875'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0875'
 EN0875'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FURGUSON NO 2 1964, SET
 EN0875'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 EN0875'SURFACE.  IT IS 34.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 EN0875'WOODEN BUILDING, 2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 EN0875'WOODEN BUILDING, 2 FEET EAST OF A POWERLINE POLE AND ABOUT THE SAME
 EN0875'ELEVATION AS THE STATION.
 EN0875'
 EN0875'AZIMUTH MARK IS A STANDARD DISK, STAMPED FURGUSON 1964, SET IN THE
 EN0875'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 80
 EN0875'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 42 FEET SOUTHEAST
 EN0875'OF THE CENTERLINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 87, 37.4
 EN0875'FEET NORTHWEST OF THE WEST RAIL OF A RAILROAD, 3 FEET NORTH OF A
 EN0875'WITNESS POST AND 1.5 FEET SOUTH OF A POWERLINE POLE.
 EN0875'
 EN0875'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 EN0875
 EN0875                          STATION RECOVERY (1968)
 EN0875
 EN0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 EN0875'THIS STATION WAS REPORTED BY THE U.S. GEOLOGICAL SURVEY THAT NO MARKS
 EN0875'WERE FOUND AND THE STATION HAS PROBABLY BEEN DESTROYED.
 EN0875'
 EN0875'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL
 EN0875'DESCRIPTION AND ROUTE TO REACH THE STATION ARE ENTIRELY ADEQUATE.
 EN0875'
 EN0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHWEST
 EN0875'OF PLAINVIEW.
 EN0875
 EN0875                          STATION RECOVERY (1971)
 EN0875
 EN0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EN0875'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 EN0875'MARK WERE RECOVERED IN GOOD CONDITION.
 EN0875'
 EN0875'A NEW DESCRIPTION FOLLOWS--
 EN0875'
 EN0875'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF PLAINVIEW, AND
 EN0875'4-1/2 MILES NORTHEAST OF HALE CENTER, IN THE NORTHWEST CORNER OF A
 EN0875'CROSSROADS, IN A FARMYARD ON PROPERTY OWNED BY MR. J.W. HAMBY
 EN0875'OF PLAINVIEW.
 EN0875'
 EN0875'THE STATION MARK IS A STANDARD DISK STAMPED FURGUSON 1964, SET IN A
 EN0875'SQUARE CONCRETE MONUMENT 18-INCHES BELOW THE GROUND SURFACE.  IT IS
 EN0875'85 FEET NORTHWEST OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 87, 75
 EN0875'FEET WEST OF THE CENTER OF THE GRADED ROAD NORTH, 64 FEET SOUTHWEST
 EN0875'OF THE TRANSFORMER POWER POLE, AND 7 FEET NORTH OF THE SOUTH YARD
 EN0875'FENCE.
 EN0875'
 EN0875'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FURGUSON NO 1 1964,
 EN0875'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 38
 EN0875'FEET SOUTH OF THE CENTER OF THE GATE TO THE HOUSE, 25 FEET WEST OF
 EN0875'THE CENTER OF THE GRADED ROAD NORTH, 21 FEET NORTH OF THE
 EN0875'TRANSFORMER POWER POLE, 1.8 FEET WEST OF A FENCE, AND 1.5 SOUTHWEST
 EN0875'OF THE ANCHOR OF A GUY WIRE TO THE POWER POLE, ALSO 2.5 FEET
 EN0875'SOUTHEAST OF A METAL WITNESS POST.
 EN0875'
 EN0875'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FURGUSON NO 2 1964,
 EN0875'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  AN
 EN0875'ELECTRIC CONDUIT PIPE RUNS NORTH AND SOUTH DIRECTLY OVER THE MARK
 EN0875'AND 1-INCH ABOVE IT.  IT IS 97 FEET SOUTHWEST OF THE SOUTHWEST
 EN0875'CORNER OF THE HOUSE, 2 FEET NORTH OF THE NORTHEAST CORNER OF A
 EN0875'BARN, AND 2 FEET SOUTH OF A POWER POLE WITH METERS ON IT.
 EN0875'
 EN0875'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FURGUSON 1964, SET IN A
 EN0875'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS AT A
 EN0875'RAILROAD GRADE CROSSING, 254 FEET SOUTHWEST OF MILEPOST 636, 80
 EN0875'FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 42 FEET
 EN0875'SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY
 EN0875'87, 37.4 FEET NORTHWEST OF THE WEST RAIL, 3 FEET NORTH OF A
 EN0875'METAL WITNESS POST, AND 1.5 FEET SOUTH OF A POWER POLE.
 EN0875'
 EN0875'TO REACH THE STATION FROM THE HIGHWAY OVERPASS AT THE NORTH EDGE OF
 EN0875'HALE CENTER, GO NORTH ON U.S. HIGHWAY 87 FOR 4.25 MILES TO A
 EN0875'GRAVELED CROSS ROAD AND THE STATION ON THE LEFT AS DESCRIBED.  TO
 EN0875'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 EN0875'HIGHWAY 87 FOR 0.55 MILE TO THE RAILROAD GRADE CROSSING AND THE
 EN0875'MARK ON THE RIGHT AS DESCRIBED.
 EN0875'
 EN0875'THE STATION IS 7 MILES SOUTHWEST ALONG U.S. HIGHWAY 87 FROM ITS
 EN0875'INTERSECTION WITH U.S. HIGHWAY 70 AT THE WEST EDGE OF PLAINVIEW.
 EN0875'
 EN0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES NE OF
 EN0875'HALE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1321 ***********************************************************************
 DN1321  DESIGNATION -  FUSON
 DN1321  PID         -  DN1321
 DN1321  STATE/COUNTY-  TX/DENTON
 DN1321  USGS QUAD   -  DENTON EAST (1978)
 DN1321
 DN1321                         *CURRENT SURVEY CONTROL
 DN1321  ___________________________________________________________________
 DN1321* NAD 83(1993)-  33 09 09.60588(N)    097 04 38.33843(W)     ADJUSTED  
 DN1321* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 DN1321  ___________________________________________________________________
 DN1321  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 DN1321  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DN1321
 DN1321  HORZ ORDER  -  FIRST
 DN1321
 DN1321.The horizontal coordinates were established by classical geodetic methods
 DN1321.and adjusted by the National Geodetic Survey in February 1996..
 DN1321
 DN1321.The orthometric height was scaled from a topographic map.
 DN1321
 DN1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1321
 DN1321.The geoid height was determined by GEOID03.
 DN1321
 DN1321;                    North         East     Units Scale Factor Converg.
 DN1321;SPC TXNC     - 2,165,681.134   732,704.165   MT  0.99987417   +0 46 33.3
 DN1321;SPC TXNC     - 7,105,238.85  2,403,880.25   sFT  0.99987417   +0 46 33.3
 DN1321;UTM  14      - 3,669,857.674   679,312.774   MT  0.99999644   +1 03 06.3
 DN1321
 DN1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1321!SPC TXNC     -   0.99997233  x   0.99987417  =   0.99984650
 DN1321!UTM  14      -   0.99997233  x   0.99999644  =   0.99996877
 DN1321
 DN1321|---------------------------------------------------------------------|
 DN1321| PID    Reference Object                     Distance      Geod. Az  |
 DN1321|                                                           dddmmss.s |
 DN1321| CY1925 FUSON RM 1                           20.911 METERS 08549     |
 DN1321| DN1170 LEWISVILLE MUNICIPAL TANK           APPROX.13.9 KM 1464753.9 |
 DN1321| DN1325 DALLAS WICHITA AIRWAY BEACON 1      APPROX. 7.8 KM 1601447.5 |
 DN1321| CY1924 FUSON AZ MK                                        1991459.0 |
 DN1321| DN1329 DENTON S MUNICIPAL TANK             APPROX. 9.3 KM 3204339.9 |
 DN1321| DN1330 DENTON CO COURTHOUSE TOWER          APPROX. 8.7 KM 3230510.4 |
 DN1321| CY1926 FUSON RM 2                           25.804 METERS 32420     |
 DN1321| DN1334 DENTON C I A ADM BLDG DOME          APPROX. 9.3 KM 3292509.1 |
 DN1321|---------------------------------------------------------------------|
 DN1321
 DN1321                          SUPERSEDED SURVEY CONTROL
 DN1321
 DN1321  NAD 83(1993)-  33 09 09.60809(N)    097 04 38.32841(W) AD(       ) 1
 DN1321  NAD 83(1986)-  33 09 09.61103(N)    097 04 38.32430(W) AD(       ) 1
 DN1321  NAD 27      -  33 09 09.17800(N)    097 04 37.28100(W) AD(       ) 1
 DN1321
 DN1321.Superseded values are not recommended for survey control.
 DN1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1321.See file dsdata.txt to determine how the superseded data were derived.
 DN1321
 DN1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7931369858(NAD 83)
 DN1321_MARKER: DS = TRIANGULATION STATION DISK
 DN1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1321
 DN1321  HISTORY     - Date     Condition        Report By
 DN1321  HISTORY     - 1935     MONUMENTED       CGS
 DN1321  HISTORY     - 1937     GOOD             TXHD
 DN1321  HISTORY     - 1938     GOOD             TXGS
 DN1321  HISTORY     - 1947     GOOD             CGS
 DN1321  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN1321
 DN1321                          STATION DESCRIPTION
 DN1321
 DN1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1321'THIS STATION IS ABOUT 5 MILES SE OF DENTON, ABOUT 3-1/2
 DN1321'MILES NW OF LAKE DALLAS (TOWN) ABOUT 0.9 MILE W OF THE VILLAGE
 DN1321'OF CORINTH, ON FARM OWNED AND OCCUPIED BY MRS. ETHEL FUSON,
 DN1321'ON HIGHEST POINT OF KNOLL, AT S SIDE OF PASTURE, 1 FOOT N
 DN1321'OF THE E-W FENCE THAT SEPARATES THE PASTURE ON N FROM THE
 DN1321'BARN LOT ON S, 11 FEET E OF THE NW CORNER POST OF THE BARN
 DN1321'LOT FENCE, 43 FEET NW OF NW CORNER OF THE BARN, 72 FEET ESE OF
 DN1321'SE CORNER OF MRS. FUSONS HOUSE.  THE MARK PROJECTS 2 INCHES.
 DN1321'
 DN1321'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1321'BRONZE DISKS SET IN CONCRETE.
 DN1321'
 DN1321'REFERENCE MARK NO. 1 IS E OF STATION, 1 FOOT N OF THE PASTURE
 DN1321'BARN LOT FENCE, 39 FEET NE OF NE CORNER OF THE BARN, 86 FEET
 DN1321'W OF THE NE CORNER POST OF BARN LOT FENCE.  IT PROJECTS 3
 DN1321'INCHES.
 DN1321'
 DN1321'REFERENCE MARK NO. 2 IS NW OF STATION, 27 FEET NNE OF NE
 DN1321'CORNER OF MRS. FUSONS HOUSE, 1 FOOT E OF THE NE CORNER POST
 DN1321'OF THE YARD FENCE.  IT PROJECTS 3 INCHES.
 DN1321'
 DN1321'AZIMUTH MARK IS SSW OF STATION, 20 FEET E OF CENTER LINE OF
 DN1321'N-S DIRT ROAD, ABOUT 25 FEET S OF A 5-INCH OAK TREE THAT
 DN1321'STANDS ON PASTURE (RIGHT-OF-WAY) FENCE LINE.  IT PROJECTS
 DN1321'6 INCHES.
 DN1321'
 DN1321'TO REACH FROM THE SE CORNER OF THE COURTHOUSE SQUARE IN
 DN1321'DENTON, GO S AND E ON U.S. HIGHWAY 77, 6.0 MILES TO THE VILLAGE
 DN1321'OF CORINTH.  THENCE TURN W ON DIRT ROAD THAT IS ABOUT 200
 DN1321'FEET S OF GULF SERVICE STATION.  GO W ON DIRT ROAD 0.9 MILE
 DN1321'TO A N-S DIRT ROAD.  THENCE S 0.05 MILE TO MRS. FUSONS MAIL
 DN1321'BOX AND GATE ON E SIDE OF ROAD.  THENCE THROUGH GATE AND
 DN1321'FOLLOW LANE SE ACROSS PASTURE 0.15 MILE TO HER HOUSE AND
 DN1321'STATION ON THE KNOLL.
 DN1321'
 DN1321'ALL LIGHTS COME INTO VIEW AT 25 FEET.
 DN1321'
 DN1321'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 DN1321
 DN1321                          STATION RECOVERY (1937)
 DN1321
 DN1321'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1321'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 DN1321'NO ATTEMPT WAS MADE TO RECOVER REFERENCE MARKS.
 DN1321
 DN1321                          STATION RECOVERY (1938)
 DN1321
 DN1321'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN1321'STATION RECOVERED IN EXCELLENT CONDITION.
 DN1321
 DN1321                          STATION RECOVERY (1947)
 DN1321
 DN1321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1321'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1935 AND ALL
 DN1321'MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO MARKS WERE
 DN1321'CHECKED EXCEPT TO REFERENCE MARK NO. 1.  THE BARN AND PASTURE
 DN1321'FENCE HAS BEEN TORN DOWN.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DN1321'
 DN1321'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF DENTON,
 DN1321'ABOUT 3-1/2 MILES NORTHWEST OF THE TOWN OF LAKE DALLAS, AND
 DN1321'ABOUT 1 MILE WEST OF THE VILLAGE OF CORINTH.  IT IS ON THE
 DN1321'HIGHEST KNOLL IN THE IMMEDIATE VICINITY, ON LAND OWNED AND
 DN1321'OCCUPIED BY MRS. FUSON, AND IS 66.5 FEET EAST-SOUTHEAST OF
 DN1321'THE HOUSE.  THE DISK IS STAMPED FUSON 1935 AND PROJECTS 2
 DN1321'INCHES.
 DN1321'
 DN1321'REFERENCE MARK NO. 1 IS 68.61 FEET EAST OF, AND APPROXIMATELY
 DN1321'2 FEET LOWER THAN THE STATION.  THE DISK IS STAMPED FUSON
 DN1321'NO. 1 1935 AND PROJECTS 3 INCHES.
 DN1321'
 DN1321'REFERENCE MARK NO. 2 IS 84.66 FEET NORTHWEST OF, AND
 DN1321'APPROXIMATELY THE SAME HEIGHT AS THE STATION.  IT IS 133.89 FEET
 DN1321'WEST-NORTHWEST OF REFERENCE MARK NO. 1 AND 26 FEET NORTHEAST
 DN1321'OF THE NORTHEAST CORNER OF THE HOUSE.  THE DISK IS STAMPED
 DN1321'FUSON NO. 2 1935 AND PROJECTS 3 INCHES.
 DN1321'
 DN1321'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTH-SOUTHWEST
 DN1321'OF THE STATION, 2 FEET EAST OF A PASTURE FENCE, 2 FEET NORTHEAST
 DN1321'OF A WITNESS POST, AND 20 FEET EAST OF THE APPROXIMATE
 DN1321'CENTER-LINE OF A DIRT ROAD.  IT IS A STANDARD REFERENCE
 DN1321'MARK DISK STAMPED FUSON AZI. 1935, AND PROJECTS 6 INCHES.
 DN1321'
 DN1321'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT
 DN1321'HOUSE SQUARE IN DENTON, GO SOUTH ON U.S. HIGHWAY 77 FOR 6.0
 DN1321'MILES TO THE VILLAGE OF CORINTH.  THENCE TURN RIGHT, WEST,
 DN1321'ON A DIRT ROAD, WHICH IS ABOUT 200 FEET SOUTH OF A GULF SERVICE
 DN1321'STATION.  GO WEST FOR 0.9 MILE TO A T ROAD, THEN TURN LEFT,
 DN1321'SOUTH, AND GO 0.05 MILE TO A GATE ON THE LEFT.  TURN LEFT,
 DN1321'PASS THRU THE GATE AND FOLLOW THE TRACK ROAD SOUTHEAST FOR
 DN1321'0.15 MILE TO THE HOUSE AND THE STATION AS DESCRIBED.
 DN1321'
 DN1321'TO REACH THE AZIMUTH MARK FROM THE GATE, CONTINUE SOUTH ON
 DN1321'THE DIRT ROAD, FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 DN1321'
 DN1321'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1321
 DN1321                          STATION RECOVERY (1995)
 DN1321
 DN1321'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1176 ***********************************************************************
 CA1176  DESIGNATION -  FUZZY
 CA1176  PID         -  CA1176
 CA1176  STATE/COUNTY-  TX/RUNNELS
 CA1176  USGS QUAD   -  PAINT ROCK (1967)
 CA1176
 CA1176                         *CURRENT SURVEY CONTROL
 CA1176  ___________________________________________________________________
 CA1176* NAD 83(1993)-  31 36 32.61882(N)    099 54 04.69440(W)     ADJUSTED  
 CA1176* NAVD 88     -       531.4    (meters)    1743.     (feet)  VERTCON   
 CA1176  ___________________________________________________________________
 CA1176  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 CA1176  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 CA1176
 CA1176  HORZ ORDER  -  SECOND
 CA1176
 CA1176.The horizontal coordinates were established by classical geodetic methods
 CA1176.and adjusted by the National Geodetic Survey in February 1996..
 CA1176
 CA1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1176
 CA1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1176
 CA1176.The geoid height was determined by GEOID03.
 CA1176
 CA1176;                    North         East     Units Scale Factor Converg.
 CA1176;SPC TX C     - 3,215,408.914   740,993.421   MT  0.99993783   +0 13 21.1
 CA1176;SPC TX C     -10,549,220.75  2,431,075.92   sFT  0.99993783   +0 13 21.1
 CA1176;UTM  14      - 3,497,456.822   414,506.183   MT  0.99969015   -0 28 20.7
 CA1176
 CA1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1176!SPC TX C     -   0.99992048  x   0.99993783  =   0.99985832
 CA1176!UTM  14      -   0.99992048  x   0.99969015  =   0.99961066
 CA1176
 CA1176|---------------------------------------------------------------------|
 CA1176| PID    Reference Object                     Distance      Geod. Az  |
 CA1176|                                                           dddmmss.s |
 CA1176| CV4051 FUZZY RM 1                           15.118 METERS 13932     |
 CA1176| CV4052 FUZZY RM 2                           19.622 METERS 25444     |
 CA1176| CA1183 PONY                                APPROX. 3.2 KM 3043321.5 |
 CA1176|---------------------------------------------------------------------|
 CA1176
 CA1176                          SUPERSEDED SURVEY CONTROL
 CA1176
 CA1176  NAD 83(1986)-  31 36 32.62590(N)    099 54 04.68012(W) AD(       ) 2
 CA1176  NAD 27      -  31 36 32.06723(N)    099 54 03.38554(W) AD(       ) 2
 CA1176  NGVD 29 (07/19/86)  531.3    (m)         1743.     (f) VERT ANG       
 CA1176
 CA1176.Superseded values are not recommended for survey control.
 CA1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1176.See file dsdata.txt to determine how the superseded data were derived.
 CA1176
 CA1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1450697457(NAD 83)
 CA1176_MARKER: DD = SURVEY DISK
 CA1176_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1176+WITH SETTING: INFORMATION.
 CA1176_SP_SET: PREFABRICATED CONCRETE POST
 CA1176
 CA1176  HISTORY     - Date     Condition        Report By
 CA1176  HISTORY     - 1967     MONUMENTED       USGS
 CA1176
 CA1176                          STATION DESCRIPTION
 CA1176
 CA1176'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CA1176'STATION IS LOCATED 6.9 MILES NORTH AND 1.0 MILE EAST OF
 CA1176'PAINTED ROCK, 9.0 MILES SOUTH AND 2.7 MILES EAST OF BALLINGER,
 CA1176'1.45 MILES EAST OF U.S. HIGHWAY 83, 50 FEET SOUTH-SOUTHEAST
 CA1176'OF GARAGE AND 5 FEET SOUTH OF A WITNESS SIGN.
 CA1176'
 CA1176'TO REACH FROM BALLINGER, AT THE JUNCTION OF U.S. HIGHWAYS 67
 CA1176'AND 83, GO 9.35 MILES SOUTH ON U.S. HIGHWAY 83 TO GRAVEL CROSS
 CA1176'ROADS, THENCE LEFT (EAST) 1.0 MILES TO A RIGHT ANGLE TURN LEFT
 CA1176'AND A CATTLEGUARD ON THE RIGHT (AROUND THE CORNER), THENCE
 CA1176'0.45 MILES EAST ON PRIVATE DRIVE TO SMALL HOUSE AND THE
 CA1176'STATION SITE AT THE SOUTHEAST CORNER OF YARD.
 CA1176'
 CA1176'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1176'STEEL ROD AND DRIVEN TO REFUSAL (4 FEET), CENTERED IN A 6
 CA1176'INCH DIAMETER PLASTIC CASING, 12 INCHES LONG, FILLED WITH
 CA1176'GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED
 CA1176'FUZZY ET 1967.
 CA1176'
 CA1176'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMPED TO A
 CA1176'COPPER COATED STEEL ROD AND DRIVEN TO REFUSAL (4 FEET), CENTERED
 CA1176'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED
 CA1176'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND
 CA1176'STAMPED FUZZY ET 1967 NO. 1.
 CA1176'
 CA1176'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CRIMPED TO A
 CA1176'COPPER COATED STEEL ROD AND DRIVEN TO REFUSAL (4 FEET), CENTERED
 CA1176'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1176'GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND
 CA1176'STAMPED FUZZY ET 1967 NO. 2.
 CA1176'
 CA1176'THE DISTANCE BETWEEN REFERENCE MARKS IS 96.51 FEET (29.414
 CA1176'METERS).
 CA1176'
 CA1176'STATION PONY ET 1967, 2.0 MILES NORTHWEST IS VISIBLE FROM
 CA1176'THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6244 ***********************************************************************
 AB6244  SACS        -  This is a Secondary Airport Control Station.
 AB6244  DESIGNATION -  FWS B
 AB6244  PID         -  AB6244
 AB6244  STATE/COUNTY-  TX/TARRANT
 AB6244  USGS QUAD   -  BURLESON (1981)
 AB6244
 AB6244                         *CURRENT SURVEY CONTROL
 AB6244  ___________________________________________________________________
 AB6244* NAD 83(1993)-  32 33 23.16599(N)    097 18 37.83943(W)     ADJUSTED  
 AB6244* NAVD 88     -       209.33   (meters)     686.8    (feet)  GPS OBS   
 AB6244  ___________________________________________________________________
 AB6244  X           -    -684,746.837 (meters)                     COMP
 AB6244  Y           -  -5,337,516.034 (meters)                     COMP
 AB6244  Z           -   3,412,697.610 (meters)                     COMP
 AB6244  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 AB6244  ELLIP HEIGHT-         181.74  (meters)          (03/05/01) GPS OBS
 AB6244  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AB6244
 AB6244  HORZ ORDER  -  FIRST
 AB6244  ELLP ORDER  -  FOURTH    CLASS II
 AB6244
 AB6244.This mark is at Fort Worth Spinks (FWS) Airport (FWS)
 AB6244
 AB6244.The horizontal coordinates were established by GPS observations
 AB6244.and adjusted by the National Geodetic Survey in August 1996..
 AB6244
 AB6244.The orthometric height was determined by GPS observations and a
 AB6244.high-resolution geoid model.
 AB6244
 AB6244.GPS derived orthometric heights for airport stations designated as
 AB6244.PACS or SACS are published to 2 decimal places.  This maintains
 AB6244.centimeter relative accuracy between the PACS and SACS.  It does
 AB6244.not indicate centimeter accuracy relative to other marks which are
 AB6244.part of the NAVD 88 network.
 AB6244
 AB6244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6244
 AB6244.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6244
 AB6244.The ellipsoidal height was determined by GPS observations
 AB6244.and is referenced to NAD 83.
 AB6244
 AB6244.The geoid height was determined by GEOID03.
 AB6244
 AB6244;                    North         East     Units Scale Factor Converg.
 AB6244;SPC TXNC     - 2,099,299.286   711,701.990   MT  0.99990972   +0 38 55.5
 AB6244;SPC TXNC     - 6,887,451.07  2,334,975.61   sFT  0.99990972   +0 38 55.5
 AB6244;UTM  14      - 3,603,373.737   658,619.756   MT  0.99991026   +0 54 33.7
 AB6244
 AB6244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6244!SPC TXNC     -   0.99997147  x   0.99990972  =   0.99988119
 AB6244!UTM  14      -   0.99997147  x   0.99991026  =   0.99988173
 AB6244
 AB6244                          SUPERSEDED SURVEY CONTROL
 AB6244
 AB6244  ELLIP H (08/26/96)  181.79   (m)                       GP(       ) 4 2
 AB6244
 AB6244.Superseded values are not recommended for survey control.
 AB6244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6244.See file dsdata.txt to determine how the superseded data were derived.
 AB6244
 AB6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5862003374(NAD 83)
 AB6244_MARKER: DD = SURVEY DISK
 AB6244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6244_STAMPING: FWS B 1991
 AB6244_MARK LOGO: NOS   
 AB6244_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6244+SATELLITE: SATELLITE OBSERVATIONS - December 26, 1994
 AB6244
 AB6244  HISTORY     - Date     Condition        Report By
 AB6244  HISTORY     - 1991     MONUMENTED       NOS
 AB6244  HISTORY     - 19910615 GOOD             NGS
 AB6244  HISTORY     - 19941226 GOOD             NGS
 AB6244  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AB6244
 AB6244                          STATION DESCRIPTION
 AB6244
 AB6244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB6244'THIS STATION IS LOCATED AT FORT WORTH SPINKS AIRPORT AT THE SOUTH END
 AB6244'OF THE FIELD.  IT IS LOCATED IN THE GRASS AREA BETWEEN THE RUNWAY, THE
 AB6244'PARALLEL TAXIWAY, AND THE TAXIWAY JOINING THE TWO AT THE SOUTH END.
 AB6244'IT IS 202.6 FT (61.8 M) WEST OF THE WEST EDGE OF THE RUNWAY, 49.8 FT
 AB6244'(15.2 M) NORTH OF THE NORTH EDGE OF THE EAST-WEST TAXIWAY, AND 47.7 FT
 AB6244'(14.5 M) NORTHEAST OF THE EAST END OF THE HEADWELL OF A CULVERT.  THE
 AB6244'MARK IS A STANDARD NOS DISK STAMPED FWS B 1991 SET IN A CONCRETE
 AB6244'MONUMENT FLUSH WITH THE GROUND.
 AB6244
 AB6244                          STATION RECOVERY (1994)
 AB6244
 AB6244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6244'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF BURLESON, 3.0 MI
 AB6244'(4.8 KM) SOUTH OF DOWNTOWN FORT WORTH AND AT THE FORT WORTH SPINKS
 AB6244'AIRPORT.  OWNERSHIP---CITY OF FORT WORTH, 13725 STONE ROAD, BURLESON,
 AB6244'TX 76028-2906.  AIRPORT MANAGER IS IKE THOMPSON, PHONE (817) 447-8304
 AB6244'OR (817) 871-5400.  TO REACH THE STATION FROM EXIT 38 GOING SOUTH ON
 AB6244'INTERSTATE 35W, EXIT OFF INTERSTATE 35W SOUTH FOR 0.1 MI (0.2 KM) TO
 AB6244'THE STOP LIGHT.  TURN LEFT AND GO EAST ON ALSBURY BOULEVARD FOR 0.45
 AB6244'MI (0.72 KM) TO A GATE.  PASS THROUGH GATE AND GO SOUTHEAST FOR 0.1 MI
 AB6244'(0.2 KM) TO A TAXIWAY.  TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR 0.5
 AB6244'MI (0.8 KM) TO THE STATION ON THE LEFT.  THE STATION IS A NOS DISK SET
 AB6244'IN A CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 202.6 FT
 AB6244'(61.8 M) WEST OF THE WEST EDGE OF THE RUNWAY, 49.8 FT (15.2 M) NORTH
 AB6244'OF THE NORTH EDGE OF A EAST-WEST TAXIWAY, 47.7 FT (14.5 M) NORTHEAST
 AB6244'OF THE EAST END OF THE HEAD WALL OF A CULVERT AND 1.5 FT (0.5 M) SOUTH
 AB6244'OF A FIBERGLASS WITNESS POST.  NOTE--THIS STATION SELECTED AS A SACS.
 AB6244
 AB6244                          STATION RECOVERY (2004)
 AB6244
 AB6244'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 AB6244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6245 ***********************************************************************
 AB6245  SACS        -  This is a Secondary Airport Control Station.
 AB6245  DESIGNATION -  FWS C
 AB6245  PID         -  AB6245
 AB6245  STATE/COUNTY-  TX/TARRANT
 AB6245  USGS QUAD   -  BURLESON (1981)
 AB6245
 AB6245                         *CURRENT SURVEY CONTROL
 AB6245  ___________________________________________________________________
 AB6245* NAD 83(1993)-  32 33 39.27176(N)    097 18 30.81892(W)     ADJUSTED  
 AB6245* NAVD 88     -       214.58   (meters)     704.0    (feet)  GPS OBS   
 AB6245  ___________________________________________________________________
 AB6245  X           -    -684,531.761 (meters)                     COMP
 AB6245  Y           -  -5,337,278.879 (meters)                     COMP
 AB6245  Z           -   3,413,118.603 (meters)                     COMP
 AB6245  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 AB6245  ELLIP HEIGHT-         186.98  (meters)          (03/05/01) GPS OBS
 AB6245  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AB6245
 AB6245  HORZ ORDER  -  FIRST
 AB6245  ELLP ORDER  -  FOURTH    CLASS II
 AB6245
 AB6245.This mark is at Fort Worth Spinks (FWS) Airport (FWS)
 AB6245
 AB6245.The horizontal coordinates were established by GPS observations
 AB6245.and adjusted by the National Geodetic Survey in August 1996..
 AB6245
 AB6245.The orthometric height was determined by GPS observations and a
 AB6245.high-resolution geoid model.
 AB6245
 AB6245.GPS derived orthometric heights for airport stations designated as
 AB6245.PACS or SACS are published to 2 decimal places.  This maintains
 AB6245.centimeter relative accuracy between the PACS and SACS.  It does
 AB6245.not indicate centimeter accuracy relative to other marks which are
 AB6245.part of the NAVD 88 network.
 AB6245
 AB6245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6245
 AB6245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6245
 AB6245.The ellipsoidal height was determined by GPS observations
 AB6245.and is referenced to NAD 83.
 AB6245
 AB6245.The geoid height was determined by GEOID03.
 AB6245
 AB6245;                    North         East     Units Scale Factor Converg.
 AB6245;SPC TXNC     - 2,099,797.417   711,879.489   MT  0.99990905   +0 38 59.3
 AB6245;SPC TXNC     - 6,889,085.36  2,335,557.96   sFT  0.99990905   +0 38 59.3
 AB6245;UTM  14      - 3,603,872.670   658,794.987   MT  0.99991094   +0 54 37.9
 AB6245
 AB6245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6245!SPC TXNC     -   0.99997064  x   0.99990905  =   0.99987970
 AB6245!UTM  14      -   0.99997064  x   0.99991094  =   0.99988159
 AB6245
 AB6245                          SUPERSEDED SURVEY CONTROL
 AB6245
 AB6245  ELLIP H (08/26/96)  187.03   (m)                       GP(       ) 4 2
 AB6245
 AB6245.Superseded values are not recommended for survey control.
 AB6245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6245.See file dsdata.txt to determine how the superseded data were derived.
 AB6245
 AB6245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5879503873(NAD 83)
 AB6245_MARKER: DD = SURVEY DISK
 AB6245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6245_STAMPING: FWS C 1991
 AB6245_MARK LOGO: NOS   
 AB6245_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6245+STABILITY: SURFACE MOTION
 AB6245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6245+SATELLITE: SATELLITE OBSERVATIONS - December 26, 1994
 AB6245
 AB6245  HISTORY     - Date     Condition        Report By
 AB6245  HISTORY     - 1991     MONUMENTED       NOS
 AB6245  HISTORY     - 19910615 GOOD             NGS
 AB6245  HISTORY     - 19941226 GOOD             NGS
 AB6245  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AB6245
 AB6245                          STATION DESCRIPTION
 AB6245
 AB6245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB6245'THIS STAION IS LOCATED AT THE FORT WORTH SPINKS AIRPORT NEAR THE SOUTH
 AB6245'END OF THE FIELD NORTH OF THE GLIDE SLOPE ANTENNA ON HIGH GROUND ALONG
 AB6245'THE EAST SIDE OF THE RWY.  IT IS 309.4 FT (94.3 M) SOUTHEAST OF THE
 AB6245'FIRST RUNWAY LIGHT SOUTH OF TAXIWAY F ON THE EAST SIDE OF THE RUNWAY,
 AB6245'299.3 FT (91.2 M) NORTHEAST OF THE SECOND RUNWAY LIGHT SOUTH OF
 AB6245'TAXIWAY F, 296.4 FT (90.3 M) EAST OF THE EAST EDGE OF THE RWY, AND
 AB6245'243.9 FT (74.3 M) SOUTH OF TAXIWAY F CL EXT.  THE MARK IS A STANDARD
 AB6245'NOS DISK SET IN A CONCRETE MONUMENT THAT IS 0.5 FT (15.2 CM) ABOVE THE
 AB6245'GROUND, IT IS STAMPED FWS C 1991.
 AB6245
 AB6245                          STATION RECOVERY (1994)
 AB6245
 AB6245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6245'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF BURLESON, 3.0 MI
 AB6245'(4.8 KM) SOUTH OF DOWNTOWN FORT WORTH AND AT THE FORT WORTH SPINKS
 AB6245'AIRPORT.  OWNERSHIP---CITY OF FORT WORTH, 13725 STONE ROAD, BURLESON,
 AB6245'TX 76028-2906.  AIRPORT MANAGER IS IKE THOMPSON, PHONE (817) 447-8304
 AB6245'OR (817) 871-5400.  TO REACH THE STATION FROM EXIT 38 GOING SOUTH ON
 AB6245'INTERSTATE 35W, EXIT OFF INTERSTATE 35W SOUTH FOR 0.1 MI (0.2 KM) TO
 AB6245'THE STOP LIGHT.  TURN LEFT AND GO EAST ON ALSBURY BOULEVARD FOR 0.45
 AB6245'MI (0.72 KM) TO A GATE.  PASS THROUGH GATE AND GO SOUTHEAST FOR 0.1 MI
 AB6245'(0.2 KM) TO A TAXIWAY.  TURN RIGHT, THEN LEFT AND GO EAST ON TAXIWAY
 AB6245'(F) FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AB6245'NOS DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND. THE STATION IS
 AB6245'309.4 FT (94.3 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT SOUTH OF TAXIWAY
 AB6245'(F) ON THE EAST SIDE OF RUNWAY, 299.3 FT (91.2 M) NORTHEAST OF THE
 AB6245'SECOND RUNWAY LIGHT SOUTH OF TAXIWAY (F) , 296.4 FT (90.3 M) EAST OF
 AB6245'THE EAST EDGE OF THE RUNWAY, 243.9 FT (74.3 M) SOUTH OF THE CENTER IF
 AB6245'TAXIWAY (F) , 1.5 FT (0.5 M) WEST OF A FIBERGLASS WITNESS POST AND 10
 AB6245'FT (3.0 M) HIGHER THAN THE ROAD.  NOTE--THIS STATION SELECTED AS A
 AB6245'SACS.
 AB6245
 AB6245                          STATION RECOVERY (2004)
 AB6245
 AB6245'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 AB6245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2808 ***********************************************************************
 AB2808  PACS        -  This is a Primary Airport Control Station.
 AB2808  DESIGNATION -  FWS D
 AB2808  PID         -  AB2808
 AB2808  STATE/COUNTY-  TX/TARRANT
 AB2808  USGS QUAD   -  BURLESON (1981)
 AB2808
 AB2808                         *CURRENT SURVEY CONTROL
 AB2808  ___________________________________________________________________
 AB2808* NAD 83(1993)-  32 33 51.89099(N)    097 18 47.11855(W)     ADJUSTED  
 AB2808* NAVD 88     -       212.70   (meters)     697.8    (feet)  GPS OBS   
 AB2808  ___________________________________________________________________
 AB2808  X           -    -684,926.690 (meters)                     COMP
 AB2808  Y           -  -5,337,015.661 (meters)                     COMP
 AB2808  Z           -   3,413,445.219 (meters)                     COMP
 AB2808  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 AB2808  ELLIP HEIGHT-         185.09  (meters)          (10/24/00) GPS OBS
 AB2808  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AB2808
 AB2808  HORZ ORDER  -  B
 AB2808  ELLP ORDER  -  FOURTH    CLASS II
 AB2808
 AB2808.This mark is at Fort Worth Spinks (FWS) Airport (FWS)
 AB2808
 AB2808.The horizontal coordinates were established by GPS observations
 AB2808.and adjusted by the National Geodetic Survey in February 1996..
 AB2808
 AB2808.The orthometric height was determined by GPS observations and a
 AB2808.high-resolution geoid model.
 AB2808
 AB2808.GPS derived orthometric heights for airport stations designated as
 AB2808.PACS or SACS are published to 2 decimal places.  This maintains
 AB2808.centimeter relative accuracy between the PACS and SACS.  It does
 AB2808.not indicate centimeter accuracy relative to other marks which are
 AB2808.part of the NAVD 88 network.
 AB2808
 AB2808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2808
 AB2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2808
 AB2808.The ellipsoidal height was determined by GPS observations
 AB2808.and is referenced to NAD 83.
 AB2808
 AB2808.The geoid height was determined by GEOID03.
 AB2808
 AB2808;                    North         East     Units Scale Factor Converg.
 AB2808;SPC TXNC     - 2,100,181.274   711,449.955   MT  0.99990853   +0 38 50.4
 AB2808;SPC TXNC     - 6,890,344.73  2,334,148.73   sFT  0.99990853   +0 38 50.4
 AB2808;UTM  14      - 3,604,254.570   658,363.709   MT  0.99990926   +0 54 29.4
 AB2808
 AB2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2808!SPC TXNC     -   0.99997094  x   0.99990853  =   0.99987947
 AB2808!UTM  14      -   0.99997094  x   0.99990926  =   0.99988020
 AB2808
 AB2808                          SUPERSEDED SURVEY CONTROL
 AB2808
 AB2808  ELLIP H (02/20/96)  185.14   (m)                       GP(       ) 1 1
 AB2808
 AB2808.Superseded values are not recommended for survey control.
 AB2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2808.See file dsdata.txt to determine how the superseded data were derived.
 AB2808
 AB2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5836404255(NAD 83)
 AB2808_MARKER: I = METAL ROD
 AB2808_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2808_STAMPING: FWS D 1994
 AB2808_MARK LOGO: NGS   
 AB2808_PROJECTION: FLUSH
 AB2808_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2808+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2808_ROD/PIPE-DEPTH: 3.74 meters
 AB2808_SLEEVE-DEPTH  : 1 meters
 AB2808
 AB2808  HISTORY     - Date     Condition        Report By
 AB2808  HISTORY     - 1994     MONUMENTED       NGS
 AB2808  HISTORY     - 20041023 GOOD             USPSQD
 AB2808
 AB2808                          STATION DESCRIPTION
 AB2808
 AB2808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2808'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF BURLESON, 3.0 MI
 AB2808'(4.8 KM) SOUTH OF DOWNTOWN FORT WORTH AND AT THE FORT WORTH SPINKS
 AB2808'AIRPORT.  OWNERSHIP---CITY OF FORT WORTH, 13725 STONE ROAD, BURLESON,
 AB2808'TX 76028-2906.  AIRPORT MANAGER IS IKE THOMPSON, PHONE (817) 447-8304
 AB2808'OR (817) 871-5400.  TO REACH THE STATION FROM EXIT 38 GOING SOUTH ON
 AB2808'INTERSTATE 35W, EXIT OFF INTERSTATE 35W SOUTH FOR 0.1 MI (0.2 KM) TO
 AB2808'THE STOP LIGHT.  TURN LEFT AND GO EAST ON ALSBURY BOULEVARD FOR 0.4 MI
 AB2808'(0.6 KM) TO A ROAD ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.1 MI
 AB2808'(0.2 KM) TO A GATE AND THE STATION ON THE RIGHT.  THE STATION IS A
 AB2808'STEEL ROD WITH A PUNCH HOLE IN THE TOP, ENCASED IN A 5-INCH PVC PIPE
 AB2808'WITH A LOGO CAP SET IN CONCRETE AND FLUSH WITH THE GROUND.  THE
 AB2808'STATION IS 100.0 FT (30.5 M) WEST OF THE EAST END OF A FENCE, 65.0 FT
 AB2808'(19.8 M) EAST OF THE CENTER OF A ROAD, 47.0 FT (14.3 M) EAST OF THE
 AB2808'EAST END OF A GATE AND 2.3 FT (0.7 M) NORTH OF A FIBERGLASS WITNESS
 AB2808'POST SET IN THE FENCE LINE.
 AB2808
 AB2808                          STATION RECOVERY (2004)
 AB2808
 AB2808'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 AB2808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1854 ***********************************************************************
 CS1854  DESIGNATION -  G
 CS1854  PID         -  CS1854
 CS1854  STATE/COUNTY-  TX/TARRANT
 CS1854  USGS QUAD   -  AVONDALE (1982)
 CS1854
 CS1854                         *CURRENT SURVEY CONTROL
 CS1854  ___________________________________________________________________
 CS1854* NAD 83(1986)-  32 59 00.     (N)    097 29 33.     (W)     SCALED    
 CS1854* NAVD 88     -       209.87   (+/-2cm)     688.5    (feet)  VERTCON   
 CS1854  ___________________________________________________________________
 CS1854  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CS1854
 CS1854  VERT ORDER  -  ? (See Below)
 CS1854
 CS1854.The horizontal coordinates were scaled from a topographic map and have
 CS1854.an estimated accuracy of +/- 6 seconds.
 CS1854
 CS1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1854.The vertical order pertains to the NGVD 29 superseded value.
 CS1854
 CS1854.The geoid height was determined by GEOID03.
 CS1854
 CS1854;                    North         East    Units  Estimated Accuracy
 CS1854;SPC TXNC     - 2,146,460.      694,160.      MT  (+/- 180 meters Scaled)
 CS1854
 CS1854                          SUPERSEDED SURVEY CONTROL
 CS1854
 CS1854  NGVD 29 (??/??/92)  209.828  (m)          688.41   (f) ADJ UNCH    ?  
 CS1854
 CS1854.Superseded values are not recommended for survey control.
 CS1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1854.See file dsdata.txt to determine how the superseded data were derived.
 CS1854
 CS1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB408504(NAD 83)
 CS1854_MARKER: DB = BENCH MARK DISK
 CS1854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1854_SP_SET: CONCRETE BLOCK
 CS1854_MARK LOGO: CGS   
 CS1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1854
 CS1854  HISTORY     - Date     Condition        Report By
 CS1854  HISTORY     - UNK      MONUMENTED       CGS
 CS1854  HISTORY     - 1945     GOOD             NGS
 CS1854  HISTORY     - 1984     GOOD             NGS
 CS1854  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1854
 CS1854                          STATION DESCRIPTION
 CS1854
 CS1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CS1854'IN EAGLE MT LAKE APT.
 CS1854'AT EAGLE MOUNTAIN LAKE AIRPORT, 0.5 MILE WEST OF THE CONTROL TOWER,
 CS1854'AND AT THE CENTER OF THE INTERSECTION OF NORTHWEST-AND-SOUTHEAST
 CS1854'RUNWAY NO. 1 AND NORTH-AND-SOUTH RUNWAY NO. 3.  A BRASS CAP, SET IN
 CS1854'THE TOP OF A CONCRETE BLOCK MARKED G AND FLUSH WITH THE RUNWAY
 CS1854'PAVEMENT.
 CS1854
 CS1854                          STATION RECOVERY (1984)
 CS1854
 CS1854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1854'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS PROJECT.
 CS1854
 CS1854                          STATION RECOVERY (1996)
 CS1854
 CS1854'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0673 ***********************************************************************
 CA0673  DESIGNATION -  G 1
 CA0673  PID         -  CA0673
 CA0673  STATE/COUNTY-  TX/RUNNELS
 CA0673  USGS QUAD   -  BALLINGER (1967)
 CA0673
 CA0673                         *CURRENT SURVEY CONTROL
 CA0673  ___________________________________________________________________
 CA0673* NAD 83(1986)-  31 44 51.     (N)    099 54 31.     (W)     SCALED    
 CA0673* NAVD 88     -       513.445  (meters)    1684.53   (feet)  ADJUSTED  
 CA0673  ___________________________________________________________________
 CA0673  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 CA0673  DYNAMIC HT  -         512.766 (meters)    1682.30  (feet)  COMP
 CA0673  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 CA0673
 CA0673  VERT ORDER  -  SECOND    CLASS 0
 CA0673
 CA0673.The horizontal coordinates were scaled from a topographic map and have
 CA0673.an estimated accuracy of +/- 6 seconds.
 CA0673
 CA0673.The orthometric height was determined by differential leveling
 CA0673.and adjusted by the National Geodetic Survey in June 1991..
 CA0673
 CA0673.The geoid height was determined by GEOID03.
 CA0673
 CA0673.The dynamic height is computed by dividing the NAVD 88
 CA0673.geopotential number by the normal gravity value computed on the
 CA0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0673.degrees latitude (g = 980.6199 gals.).
 CA0673
 CA0673.The modeled gravity was interpolated from observed gravity values.
 CA0673
 CA0673;                    North         East    Units  Estimated Accuracy
 CA0673;SPC TX C     - 3,230,760.      740,240.      MT  (+/- 180 meters Scaled)
 CA0673
 CA0673                          SUPERSEDED SURVEY CONTROL
 CA0673
 CA0673  NGVD 29 (??/??/92)  513.334  (m)         1684.16   (f) ADJ UNCH    2 0
 CA0673
 CA0673.Superseded values are not recommended for survey control.
 CA0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0673.See file dsdata.txt to determine how the superseded data were derived.
 CA0673
 CA0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA139128(NAD 83)
 CA0673_MARKER: DD = SURVEY DISK
 CA0673_SETTING: 66 = SET IN ROCK OUTCROP
 CA0673_SP_SET: SANDSTONE OUTCROP
 CA0673_STAMPING: 1684.009 G 1 1923
 CA0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0673+STABILITY: POSITION/ELEVATION WELL
 CA0673
 CA0673  HISTORY     - Date     Condition        Report By
 CA0673  HISTORY     - 1923     MONUMENTED       USGS
 CA0673  HISTORY     - 1940     GOOD             NGS
 CA0673  HISTORY     - 19860401 MARK NOT FOUND   USGS
 CA0673
 CA0673                          STATION DESCRIPTION
 CA0673
 CA0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0673'2.6 MI E FROM BALLINGER.
 CA0673'2.6 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0673'STATION AT BALLINGER, RUNNELS COUNTY, ABOUT 2000 FEET WEST OF MILEPOST
 CA0673'34, 1 POLE EAST OF BRIDGE 34 B, 40 FEET NORTH OF THE CENTERLINE OF THE
 CA0673'TRACK, 30 FEET SOUTH OF THE CENTERLINE OF AN OLD HIGHWAY, 2 FEET SOUTH
 CA0673'OF THE FENCE, AND IN THE TOP OF A SANDSTONE OUTCROP. A UNITED STATES
 CA0673'GEOLOGICAL SURVEY STANDARD DISK, STAMPED G 1 1923.
 CA0673
 CA0673                          STATION RECOVERY (1986)
 CA0673
 CA0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 CA0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0419 ***********************************************************************
 CA0419  DESIGNATION -  G 10
 CA0419  PID         -  CA0419
 CA0419  STATE/COUNTY-  TX/COLEMAN
 CA0419  USGS QUAD   -  COLEMAN (1987)
 CA0419
 CA0419                         *CURRENT SURVEY CONTROL
 CA0419  ___________________________________________________________________
 CA0419* NAD 83(1986)-  31 45 23.     (N)    099 28 29.     (W)     SCALED    
 CA0419* NAVD 88     -       507.072  (meters)    1663.62   (feet)  ADJUSTED  
 CA0419  ___________________________________________________________________
 CA0419  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CA0419  DYNAMIC HT  -         506.400 (meters)    1661.41  (feet)  COMP
 CA0419  MODELED GRAV-     979,298.9   (mgal)                       NAVD 88
 CA0419
 CA0419  VERT ORDER  -  SECOND    CLASS 0
 CA0419
 CA0419.The horizontal coordinates were scaled from a topographic map and have
 CA0419.an estimated accuracy of +/- 6 seconds.
 CA0419
 CA0419.The orthometric height was determined by differential leveling
 CA0419.and adjusted by the National Geodetic Survey in June 1991..
 CA0419
 CA0419.The geoid height was determined by GEOID03.
 CA0419
 CA0419.The dynamic height is computed by dividing the NAVD 88
 CA0419.geopotential number by the normal gravity value computed on the
 CA0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0419.degrees latitude (g = 980.6199 gals.).
 CA0419
 CA0419.The modeled gravity was interpolated from observed gravity values.
 CA0419
 CA0419;                    North         East    Units  Estimated Accuracy
 CA0419;SPC TX C     - 3,231,980.      781,340.      MT  (+/- 180 meters Scaled)
 CA0419
 CA0419                          SUPERSEDED SURVEY CONTROL
 CA0419
 CA0419  NGVD 29 (??/??/92)  506.961  (m)         1663.25   (f) ADJ UNCH    2 0
 CA0419
 CA0419.Superseded values are not recommended for survey control.
 CA0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0419.See file dsdata.txt to determine how the superseded data were derived.
 CA0419
 CA0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA550135(NAD 83)
 CA0419_MARKER: DD = SURVEY DISK
 CA0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0419_SP_SET: BRIDGE
 CA0419_STAMPING: G 10 1923
 CA0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0419
 CA0419  HISTORY     - Date     Condition        Report By
 CA0419  HISTORY     - 1923     MONUMENTED       USGS
 CA0419  HISTORY     - 1940     GOOD             NGS
 CA0419
 CA0419                          STATION DESCRIPTION
 CA0419
 CA0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0419'4.8 MI E FROM VALERA.
 CA0419'4.8 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0419'STATION AT VALERA, COLEMAN COUNTY, 0.4 MILE EAST OF MILEPOST 7, ABOUT
 CA0419'400 FEET NORTH OF BRIDGE 6 B, AT A 45-FOOT CONCRETE HIGHWAY BRIDGE, IN
 CA0419'THE TOP OF THE THIRD CONCRETE POST FROM THE WEST END OF A GUARD RAIL,
 CA0419'AND 15 FEET SOUTH OF THE CENTERLINE OF THE ROADWAY.  A UNITED STATES
 CA0419'GEOLOGICAL SURVEY STANDARD DISK, STAMPED G 10 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0642 ***********************************************************************
 AB0642  DESIGNATION -  G 10
 AB0642  PID         -  AB0642
 AB0642  STATE/COUNTY-  TX/CAMERON
 AB0642  USGS QUAD   -  RIO HONDO (1980)
 AB0642
 AB0642                         *CURRENT SURVEY CONTROL
 AB0642  ___________________________________________________________________
 AB0642* NAD 83(1986)-  26 08 22.     (N)    097 34 05.     (W)     SCALED    
 AB0642* NAVD 88     -         7.530  (meters)      24.70   (feet)  ADJUSTED  
 AB0642  ___________________________________________________________________
 AB0642  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 AB0642  DYNAMIC HT  -           7.518 (meters)      24.67  (feet)  COMP
 AB0642  MODELED GRAV-     979,039.5   (mgal)                       NAVD 88
 AB0642
 AB0642  VERT ORDER  -  SECOND    CLASS 0
 AB0642
 AB0642.The horizontal coordinates were scaled from a topographic map and have
 AB0642.an estimated accuracy of +/- 6 seconds.
 AB0642
 AB0642.The orthometric height was determined by differential leveling
 AB0642.and adjusted by the National Geodetic Survey in June 1991..
 AB0642
 AB0642.The geoid height was determined by GEOID03.
 AB0642
 AB0642.The dynamic height is computed by dividing the NAVD 88
 AB0642.geopotential number by the normal gravity value computed on the
 AB0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0642.degrees latitude (g = 980.6199 gals.).
 AB0642
 AB0642.The modeled gravity was interpolated from observed gravity values.
 AB0642
 AB0642;                    North         East    Units  Estimated Accuracy
 AB0642;SPC TX S     - 5,052,730.      393,190.      MT  (+/- 180 meters Scaled)
 AB0642
 AB0642                          SUPERSEDED SURVEY CONTROL
 AB0642
 AB0642  NGVD 29 (??/??/92)    7.637  (m)           25.06   (f) ADJ UNCH    2 0
 AB0642
 AB0642.Superseded values are not recommended for survey control.
 AB0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0642.See file dsdata.txt to determine how the superseded data were derived.
 AB0642
 AB0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP431919(NAD 83)
 AB0642_MARKER: DD = SURVEY DISK
 AB0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0642_SP_SET: CULVERT
 AB0642_STAMPING: G 10 24.93
 AB0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0642
 AB0642  HISTORY     - Date     Condition        Report By
 AB0642  HISTORY     - UNK      MONUMENTED
 AB0642  HISTORY     - 1942     GOOD             NGS
 AB0642  HISTORY     - 1987     GOOD             USPSQD
 AB0642  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0642
 AB0642                          STATION DESCRIPTION
 AB0642
 AB0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0642'4.8 MI E FROM SAN BENITO.
 AB0642'4.8 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0642'BENITO, CAMERON COUTNY, 3.0 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0642'TO BAYVIEW.  35 FEET NORTH OF AND 2 FEET HIGHER THAN THE CENTERLINE OF
 AB0642'THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE
 AB0642'NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED G 10 24.93.
 AB0642
 AB0642                          STATION RECOVERY (1987)
 AB0642
 AB0642'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0642'RECOVERED IN GOOD CONDITION.
 AB0642
 AB0642                          STATION RECOVERY (1987)
 AB0642
 AB0642'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1621 ***********************************************************************
 CS1621  DESIGNATION -  G 10
 CS1621  PID         -  CS1621
 CS1621  STATE/COUNTY-  TX/TARRANT
 CS1621  USGS QUAD   -  BENBROOK (1981)
 CS1621
 CS1621                         *CURRENT SURVEY CONTROL
 CS1621  ___________________________________________________________________
 CS1621* NAD 83(1986)-  32 41 13.     (N)    097 27 33.     (W)     SCALED    
 CS1621* NAVD 88     -       202.001  (meters)     662.73   (feet)  POSTED    
 CS1621  ___________________________________________________________________
 CS1621  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CS1621  DYNAMIC HT  -         201.760 (meters)     661.94  (feet)  COMP
 CS1621  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 CS1621
 CS1621  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CS1621
 CS1621.The horizontal coordinates were scaled from a topographic map and have
 CS1621.an estimated accuracy of +/- 6 seconds.
 CS1621
 CS1621.The orthometric height was determined by differential leveling
 CS1621.and adjusted by the National Geodetic Survey in 1992..
 CS1621.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CS1621.rate greater than 8.0 mm/km.
 CS1621
 CS1621.The geoid height was determined by GEOID03.
 CS1621
 CS1621.The dynamic height is computed by dividing the NAVD 88
 CS1621.geopotential number by the normal gravity value computed on the
 CS1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1621.degrees latitude (g = 980.6199 gals.).
 CS1621
 CS1621.The modeled gravity was interpolated from observed gravity values.
 CS1621
 CS1621;                    North         East    Units  Estimated Accuracy
 CS1621;SPC TXNC     - 2,113,620.      697,600.      MT  (+/- 180 meters Scaled)
 CS1621
 CS1621                          SUPERSEDED SURVEY CONTROL
 CS1621
 CS1621  NGVD 29 (??/??/92)  202.013  (m)          662.77   (f) ADJ UNCH    1 2
 CS1621
 CS1621.Superseded values are not recommended for survey control.
 CS1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1621.See file dsdata.txt to determine how the superseded data were derived.
 CS1621
 CS1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB444176(NAD 83)
 CS1621_MARKER: DB = BENCH MARK DISK
 CS1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1621_SP_SET: STONE POST
 CS1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1621+STABILITY: SURFACE MOTION
 CS1621
 CS1621  HISTORY     - Date     Condition        Report By
 CS1621  HISTORY     - UNK      MONUMENTED       CGS
 CS1621  HISTORY     - 1957     GOOD             NGS
 CS1621  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS1621  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1621  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1621
 CS1621                          STATION DESCRIPTION
 CS1621
 CS1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1621'IN BENBROOK.
 CS1621'IN BENBROOK, TARRANT COUNTY, IN THE INSIDE CURVE OF THE PAVED ROAD
 CS1621'LEADING NORTH AND WEST ALONG THE WEST SIDE OF THE HIGHWAY NO. 377 AND
 CS1621'ON THE SOUTH SIDE OF THE T. AND P.R.R., IN THE BENBROOK LUMBER COMPANY
 CS1621'AREA, ABOUT 3 FEET SOUTHWEST FROM THE INSIDE OF THE PAVEMENT AND
 CS1621'CURVE, 4 FEET NORTHWEST FROM A LONE HACKBERRY TREE, NORTH OF AND IN
 CS1621'RANGE WITH THE EAST SIDE OF THE LUMBER COMPANY OFFICE BUILDING. IT IS
 CS1621'ABOUT 60 YARDS SOUTH OF THE MAIN TRACKS AND ABOUT 300 YARDS SOUTHWEST
 CS1621'FROM THE HIGHWAY OVERPASS.  A CHISELED SQUARE IN THE TOP OF A STONE
 CS1621'POST WHICH IS NOW ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 CS1621
 CS1621                          STATION RECOVERY (1983)
 CS1621
 CS1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1621'MARK NOT FOUND.
 CS1621
 CS1621                          STATION RECOVERY (1997)
 CS1621
 CS1621'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1621'MARK NOT FOUND.
 CS1621
 CS1621                          STATION RECOVERY (2004)
 CS1621
 CS1621'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0416 ***********************************************************************
 BY0416  DESIGNATION -  G 100
 BY0416  PID         -  BY0416
 BY0416  STATE/COUNTY-  TX/SABINE
 BY0416  USGS QUAD   -  BUCK BAY (1984)
 BY0416
 BY0416                         *CURRENT SURVEY CONTROL
 BY0416  ___________________________________________________________________
 BY0416* NAD 83(1986)-  31 09 00.     (N)    094 01 07.     (W)     SCALED    
 BY0416* NAVD 88     -        48.52   (+/-2cm)     159.2    (feet)  VERTCON   
 BY0416  ___________________________________________________________________
 BY0416  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BY0416
 BY0416  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0416
 BY0416.The horizontal coordinates were scaled from a topographic map and have
 BY0416.an estimated accuracy of +/- 6 seconds.
 BY0416
 BY0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0416.The vertical order pertains to the NGVD 29 superseded value.
 BY0416
 BY0416.The geoid height was determined by GEOID03.
 BY0416
 BY0416;                    North         East    Units  Estimated Accuracy
 BY0416;SPC TX C     - 3,181,520.    1,301,740.      MT  (+/- 180 meters Scaled)
 BY0416
 BY0416                          SUPERSEDED SURVEY CONTROL
 BY0416
 BY0416  NGVD 29 (??/??/92)   48.531  (m)          159.22   (f) ADJ UNCH    2 0
 BY0416
 BY0416.Superseded values are not recommended for survey control.
 BY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0416.See file dsdata.txt to determine how the superseded data were derived.
 BY0416
 BY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ029466(NAD 83)
 BY0416_MARKER: DB = BENCH MARK DISK
 BY0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0416_STAMPING: G 100 1952
 BY0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0416+STABILITY: SURFACE MOTION
 BY0416
 BY0416  HISTORY     - Date     Condition        Report By
 BY0416  HISTORY     - 1952     MONUMENTED       CGS
 BY0416
 BY0416                          STATION DESCRIPTION
 BY0416
 BY0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0416'1.75 MI SW FROM BROOKELAND.
 BY0416'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0416'BROOKELAND, THENCE 0.35 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, ON A
 BY0416'SMALL KNOLL, 0.25 MILE NORTHEAST OF A BRIDGE, 35 FEET SOUTH OF THE
 BY0416'SOUTHWEST CORNER OF AN UNPAINTED HOUSE, 31 FEET NORTHWEST OF THE
 BY0416'CENTER LINE OF THE ROAD, 1.5 FEET SOUTHEAST OF A FENCE, 1.3 FEET
 BY0416'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0416'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1040 ***********************************************************************
 AY1040  DESIGNATION -  G 1000
 AY1040  PID         -  AY1040
 AY1040  STATE/COUNTY-  TX/BEXAR
 AY1040  USGS QUAD   -  HELOTES (1992)
 AY1040
 AY1040                         *CURRENT SURVEY CONTROL
 AY1040  ___________________________________________________________________
 AY1040* NAD 83(1986)-  29 35 46.     (N)    098 42 12.     (W)     SCALED    
 AY1040* NAVD 88     -       331.926  (meters)    1088.99   (feet)  POSTED    
 AY1040  ___________________________________________________________________
 AY1040  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AY1040  DYNAMIC HT  -         331.440 (meters)    1087.40  (feet)  COMP
 AY1040  MODELED GRAV-     979,166.7   (mgal)                       NAVD 88
 AY1040
 AY1040  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY1040
 AY1040.The horizontal coordinates were scaled from a topographic map and have
 AY1040.an estimated accuracy of +/- 6 seconds.
 AY1040
 AY1040.The orthometric height was determined by differential leveling
 AY1040.and adjusted by the National Geodetic Survey in 1992..
 AY1040.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY1040.rate of 2.1 thru 3.0 mm/km.
 AY1040
 AY1040.The geoid height was determined by GEOID03.
 AY1040
 AY1040.The dynamic height is computed by dividing the NAVD 88
 AY1040.geopotential number by the normal gravity value computed on the
 AY1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1040.degrees latitude (g = 980.6199 gals.).
 AY1040
 AY1040.The modeled gravity was interpolated from observed gravity values.
 AY1040
 AY1040;                    North         East    Units  Estimated Accuracy
 AY1040;SPC TXSC     - 4,195,400.      628,740.      MT  (+/- 180 meters Scaled)
 AY1040
 AY1040                          SUPERSEDED SURVEY CONTROL
 AY1040
 AY1040  NGVD 29 (??/??/92)  331.818  (m)         1088.64   (f) ADJ UNCH    2 0
 AY1040
 AY1040.Superseded values are not recommended for survey control.
 AY1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1040.See file dsdata.txt to determine how the superseded data were derived.
 AY1040
 AY1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT287740(NAD 83)
 AY1040_MARKER: DB = BENCH MARK DISK
 AY1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1040_STAMPING: G 1000 1953
 AY1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1040+STABILITY: SURFACE MOTION
 AY1040
 AY1040  HISTORY     - Date     Condition        Report By
 AY1040  HISTORY     - 1953     MONUMENTED       CGS
 AY1040  HISTORY     - 1990     GOOD             USPSQD
 AY1040  HISTORY     - 20020308 GOOD             USPSQD
 AY1040
 AY1040                          STATION DESCRIPTION
 AY1040
 AY1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1040'1.6 MI NW FROM HELOTES.
 AY1040'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1040'HELOTES, 138 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 AY1040'48 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTHEAST
 AY1040'OF A SMALL STEEL GATE, 2 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST
 AY1040'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY1040'0.4 FOOT ABOVE THE GROUND.
 AY1040
 AY1040                          STATION RECOVERY (1990)
 AY1040
 AY1040'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1040'RECOVERED IN GOOD CONDITION.
 AY1040
 AY1040                          STATION RECOVERY (2002)
 AY1040
 AY1040'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0119 ***********************************************************************
 AY0119  DESIGNATION -  G 1002
 AY0119  PID         -  AY0119
 AY0119  STATE/COUNTY-  TX/BEXAR
 AY0119  USGS QUAD   -  SCHERTZ (1992)
 AY0119
 AY0119                         *CURRENT SURVEY CONTROL
 AY0119  ___________________________________________________________________
 AY0119* NAD 83(1986)-  29 32 42.     (N)    098 21 50.     (W)     SCALED    
 AY0119* NAVD 88     -       275.260  (meters)     903.08   (feet)  ADJUSTED  
 AY0119  ___________________________________________________________________
 AY0119  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AY0119  DYNAMIC HT  -         274.858 (meters)     901.76  (feet)  COMP
 AY0119  MODELED GRAV-     979,178.5   (mgal)                       NAVD 88
 AY0119
 AY0119  VERT ORDER  -  FIRST     CLASS II
 AY0119
 AY0119.The horizontal coordinates were scaled from a topographic map and have
 AY0119.an estimated accuracy of +/- 6 seconds.
 AY0119
 AY0119.The orthometric height was determined by differential leveling
 AY0119.and adjusted by the National Geodetic Survey in June 1991..
 AY0119
 AY0119.The geoid height was determined by GEOID03.
 AY0119
 AY0119.The dynamic height is computed by dividing the NAVD 88
 AY0119.geopotential number by the normal gravity value computed on the
 AY0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0119.degrees latitude (g = 980.6199 gals.).
 AY0119
 AY0119.The modeled gravity was interpolated from observed gravity values.
 AY0119
 AY0119;                    North         East    Units  Estimated Accuracy
 AY0119;SPC TXSC     - 4,189,870.      661,650.      MT  (+/- 180 meters Scaled)
 AY0119
 AY0119                          SUPERSEDED SURVEY CONTROL
 AY0119
 AY0119  NGVD 29 (??/??/92)  275.179  (m)          902.82   (f) ADJ UNCH    1 2
 AY0119
 AY0119.Superseded values are not recommended for survey control.
 AY0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0119.See file dsdata.txt to determine how the superseded data were derived.
 AY0119
 AY0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT616685(NAD 83)
 AY0119_MARKER: DB = BENCH MARK DISK
 AY0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0119_SP_SET: HEADWALL
 AY0119_STAMPING: G 1002 1953
 AY0119_MARK LOGO: CGS   
 AY0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0119
 AY0119  HISTORY     - Date     Condition        Report By
 AY0119  HISTORY     - 1953     MONUMENTED       CGS
 AY0119  HISTORY     - 1967     GOOD             USGS
 AY0119  HISTORY     - 1980     GOOD             NGS
 AY0119  HISTORY     - 1988     GOOD             USPSQD
 AY0119  HISTORY     - 1989     GOOD             USPSQD
 AY0119  HISTORY     - 19990215 GOOD             USPSQD
 AY0119
 AY0119                          STATION DESCRIPTION
 AY0119
 AY0119'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0119'2.4 MI NE FROM SAN ANTONIO.
 AY0119'2.4 MILES NORTHEAST ALONG THE OLD US HIGHWAY 81, NOW RANDOLPH BLVD.
 AY0119'FROM THE OVERPASS ON THE MISSOURI KANSAS TEXAS RR OF TEXAS AT SAN
 AY0119'ANTONIO (FRATT SIDING), BEXAR CO., MIDWAY BETWEEN TO SMALL HILLS, 25
 AY0119'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT
 AY0119'UNDER THE ROAD, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 AY0119'HEADWALL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.  A STANDARD
 AY0119'DISK.
 AY0119
 AY0119                          STATION RECOVERY (1980)
 AY0119
 AY0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0119'RECOVERED IN GOOD CONDITION.
 AY0119
 AY0119                          STATION RECOVERY (1988)
 AY0119
 AY0119'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0119'RECOVERED IN GOOD CONDITION.
 AY0119
 AY0119                          STATION RECOVERY (1989)
 AY0119
 AY0119'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0119'RECOVERED IN GOOD CONDITION.
 AY0119
 AY0119                          STATION RECOVERY (1999)
 AY0119
 AY0119'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0965 ***********************************************************************
 AY0965  DESIGNATION -  G 1003
 AY0965  PID         -  AY0965
 AY0965  STATE/COUNTY-  TX/BEXAR
 AY0965  USGS QUAD   -  CASTLE HILLS (1992)
 AY0965
 AY0965                         *CURRENT SURVEY CONTROL
 AY0965  ___________________________________________________________________
 AY0965* NAD 83(1986)-  29 33 49.     (N)    098 35 25.     (W)     SCALED    
 AY0965* NAVD 88     -       297.304  (meters)     975.40   (feet)  POSTED    
 AY0965  ___________________________________________________________________
 AY0965  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AY0965  DYNAMIC HT  -         296.870 (meters)     973.98  (feet)  COMP
 AY0965  MODELED GRAV-     979,168.2   (mgal)                       NAVD 88
 AY0965
 AY0965  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0965
 AY0965.The horizontal coordinates were scaled from a topographic map and have
 AY0965.an estimated accuracy of +/- 6 seconds.
 AY0965
 AY0965.The orthometric height was determined by differential leveling
 AY0965.and adjusted by the National Geodetic Survey in 1992..
 AY0965.No vertical observational check was made to the station.
 AY0965.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0965.was located on a no-check spur therefore a value was not computed.
 AY0965
 AY0965.The geoid height was determined by GEOID03.
 AY0965
 AY0965.The dynamic height is computed by dividing the NAVD 88
 AY0965.geopotential number by the normal gravity value computed on the
 AY0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0965.degrees latitude (g = 980.6199 gals.).
 AY0965
 AY0965.The modeled gravity was interpolated from observed gravity values.
 AY0965
 AY0965;                    North         East    Units  Estimated Accuracy
 AY0965;SPC TXSC     - 4,191,830.      639,700.      MT  (+/- 180 meters Scaled)
 AY0965
 AY0965                          SUPERSEDED SURVEY CONTROL
 AY0965
 AY0965  NGVD 29 (??/??/92)  297.181  (m)          975.00   (f) ADJ UNCH    1 2
 AY0965
 AY0965.Superseded values are not recommended for survey control.
 AY0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0965.See file dsdata.txt to determine how the superseded data were derived.
 AY0965
 AY0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT396705(NAD 83)
 AY0965_MARKER: DB = BENCH MARK DISK
 AY0965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0965_SP_SET: CULVERT
 AY0965_STAMPING: G 1003 1953
 AY0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0965
 AY0965  HISTORY     - Date     Condition        Report By
 AY0965  HISTORY     - 1953     MONUMENTED       CGS
 AY0965  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0965  HISTORY     - 19950319 MARK NOT FOUND   USPSQD
 AY0965
 AY0965                          STATION DESCRIPTION
 AY0965
 AY0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0965'1.6 MI NW FROM SAN ANTONIO.
 AY0965'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION WITH
 AY0965'HUEBNER ROAD AT SAN ANTONIO, 20 FEET NORTHEAST OF THE CENTER LINE OF
 AY0965'THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 AY0965'HEADWALL OF A LARGE CONCRETE CULVERT.
 AY0965
 AY0965                          STATION RECOVERY (1967)
 AY0965
 AY0965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0965'MARK NOT FOUND.
 AY0965
 AY0965                          STATION RECOVERY (1995)
 AY0965
 AY0965'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1277 ***********************************************************************
 AW1277  DESIGNATION -  G 1006
 AW1277  PID         -  AW1277
 AW1277  STATE/COUNTY-  TX/HARRIS
 AW1277  USGS QUAD   -  LA PORTE (1982)
 AW1277
 AW1277                         *CURRENT SURVEY CONTROL
 AW1277  ___________________________________________________________________
 AW1277* NAD 83(1986)-  29 39 58.     (N)    095 04 00.     (W)     SCALED    
 AW1277* NAVD 88     -         6.638  (meters)      21.78   (feet)  ADJUSTED  
 AW1277  ___________________________________________________________________
 AW1277  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW1277  DYNAMIC HT  -           6.629 (meters)      21.75  (feet)  COMP
 AW1277  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 AW1277
 AW1277  VERT ORDER  -  FIRST     CLASS II
 AW1277
 AW1277.This mark is at La Porte Muni (T41) Airport (T41)
 AW1277
 AW1277.The horizontal coordinates were scaled from a topographic map and have
 AW1277.an estimated accuracy of +/- 6 seconds.
 AW1277
 AW1277.The orthometric height was determined by differential leveling
 AW1277.and adjusted by the National Geodetic Survey in June 1991..
 AW1277
 AW1277.The geoid height was determined by GEOID03.
 AW1277
 AW1277.The dynamic height is computed by dividing the NAVD 88
 AW1277.geopotential number by the normal gravity value computed on the
 AW1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1277.degrees latitude (g = 980.6199 gals.).
 AW1277
 AW1277.The modeled gravity was interpolated from observed gravity values.
 AW1277
 AW1277;                    North         East    Units  Estimated Accuracy
 AW1277;SPC TXSC     - 4,209,520.      980,660.      MT  (+/- 180 meters Scaled)
 AW1277
 AW1277                          SUPERSEDED SURVEY CONTROL
 AW1277
 AW1277  NGVD 29 (12/23/87)    6.635  (m)           21.77   (f) ADJUSTED    1 2
 AW1277
 AW1277.Superseded values are not recommended for survey control.
 AW1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1277.See file dsdata.txt to determine how the superseded data were derived.
 AW1277
 AW1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN999835(NAD 83)
 AW1277_MARKER: DB = BENCH MARK DISK
 AW1277_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1277+WITH SETTING: PAVEMENT
 AW1277_SP_SET: CONCRETE BASE OF HANGAR DOOR
 AW1277_STAMPING: G 1006 1953
 AW1277_MARK LOGO: CGS   
 AW1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1277+STABILITY: SURFACE MOTION
 AW1277
 AW1277  HISTORY     - Date     Condition        Report By
 AW1277  HISTORY     - 1953     MONUMENTED       CGS
 AW1277  HISTORY     - 1958     GOOD             NGS
 AW1277  HISTORY     - 1964     GOOD             NGS
 AW1277  HISTORY     - 1978     GOOD             NGS
 AW1277  HISTORY     - 1986     GOOD             NGS
 AW1277  HISTORY     - 1987     GOOD             USPSQD
 AW1277  HISTORY     - 1987     GOOD             USPSQD
 AW1277  HISTORY     - 19870120 GOOD             USPSQD
 AW1277  HISTORY     - 1988     GOOD             USPSQD
 AW1277  HISTORY     - 1988     GOOD             USPSQD
 AW1277  HISTORY     - 1988     GOOD             USPSQD
 AW1277  HISTORY     - 1988     GOOD             USPSQD
 AW1277  HISTORY     - 1988     GOOD             USPSQD
 AW1277  HISTORY     - 1988     GOOD             USPSQD
 AW1277  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1277  HISTORY     - 1989     GOOD             USPSQD
 AW1277  HISTORY     - 1989     GOOD             USPSQD
 AW1277  HISTORY     - 1989     GOOD             USPSQD
 AW1277  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1277  HISTORY     - 19910202 GOOD             USPSQD
 AW1277  HISTORY     - 19931122 GOOD             USPSQD
 AW1277  HISTORY     - 20020308 GOOD             USPSQD
 AW1277  HISTORY     - 20020311 GOOD             USPSQD
 AW1277
 AW1277                          STATION DESCRIPTION
 AW1277
 AW1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1277'3.25 MI NW FROM LA PORTE.
 AW1277'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW1277'ELEMENTARY SCHOOL AT LA PORTE, THENCE ABOUT 2.05 MILES WEST ALONG
 AW1277'SPENCER HIGHWAY, AT THE LA PORTE AIRPORT, BETWEEN TWO METAL HANGARS, 3
 AW1277'FEET NORTH OF THE NORTH WALL OF THE SOUTH HANGAR, IN THE TOP OF THE
 AW1277'CONCRETE BASE OF THE STEEL LEG WHICH SUPPORTS THE SOUTH END OF THE
 AW1277'DOOR TRACK.
 AW1277
 AW1277                          STATION RECOVERY (1964)
 AW1277
 AW1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1978)
 AW1277
 AW1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1986)
 AW1277
 AW1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1987)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1987)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1987)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1988)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1988)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1988)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1988)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1988)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1988)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1989)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1277'MARK NOT FOUND.
 AW1277
 AW1277                          STATION RECOVERY (1989)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1989)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1989)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1989)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1277'MARK NOT FOUND.
 AW1277
 AW1277                          STATION RECOVERY (1991)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (1993)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (2002)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1277'RECOVERED IN GOOD CONDITION.
 AW1277
 AW1277                          STATION RECOVERY (2002)
 AW1277
 AW1277'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0877 ***********************************************************************
 AW0877  DESIGNATION -  G 1007
 AW0877  PID         -  AW0877
 AW0877  STATE/COUNTY-  TX/HARRIS
 AW0877  USGS QUAD   -  PARK PLACE (1995)
 AW0877
 AW0877                         *CURRENT SURVEY CONTROL
 AW0877  ___________________________________________________________________
 AW0877* NAD 83(1986)-  29 44 49.     (N)    095 18 29.     (W)     SCALED    
 AW0877* NAVD 88     -        10.937  (meters)      35.88   (feet)  ADJUSTED  
 AW0877  ___________________________________________________________________
 AW0877  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW0877  DYNAMIC HT  -          10.922 (meters)      35.83  (feet)  COMP
 AW0877  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AW0877  OBS GRAVITY -     979,288.7   (mgal)                       GRAV_OBS
 AW0877
 AW0877  VERT ORDER  -  FIRST     CLASS II
 AW0877
 AW0877.The horizontal coordinates were scaled from a topographic map and have
 AW0877.an estimated accuracy of +/- 6 seconds.
 AW0877
 AW0877.The orthometric height was determined by differential leveling
 AW0877.and adjusted by the National Geodetic Survey in June 1991..
 AW0877
 AW0877.The geoid height was determined by GEOID03.
 AW0877
 AW0877.The dynamic height is computed by dividing the NAVD 88
 AW0877.geopotential number by the normal gravity value computed on the
 AW0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0877.degrees latitude (g = 980.6199 gals.).
 AW0877
 AW0877.The modeled gravity was interpolated from observed gravity values.
 AW0877.The observed gravity was obtained from relative gravimeter ties
 AW0877.to the IGSN71 gravity network.
 AW0877
 AW0877;                    North         East    Units  Estimated Accuracy
 AW0877;SPC TXSC     - 4,217,720.      957,020.      MT  (+/- 180 meters Scaled)
 AW0877
 AW0877                          SUPERSEDED SURVEY CONTROL
 AW0877
 AW0877  NGVD 29 (12/23/87)   10.934  (m)           35.87   (f) ADJUSTED    1 2
 AW0877
 AW0877.Superseded values are not recommended for survey control.
 AW0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0877.See file dsdata.txt to determine how the superseded data were derived.
 AW0877
 AW0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN768929(NAD 83)
 AW0877_MARKER: DB = BENCH MARK DISK
 AW0877_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0877+WITH SETTING: PAVEMENT
 AW0877_SP_SET: FOOTING
 AW0877_STAMPING: G 1007 1954
 AW0877_MARK LOGO: CGS   
 AW0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0877+STABILITY: SURFACE MOTION
 AW0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0877+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 AW0877
 AW0877  HISTORY     - Date     Condition        Report By
 AW0877  HISTORY     - 1954     MONUMENTED       CGS
 AW0877  HISTORY     - 1973     GOOD             NGS
 AW0877  HISTORY     - 1975     GOOD             LOCSUR
 AW0877  HISTORY     - 1978     GOOD             NGS
 AW0877  HISTORY     - 1986     GOOD             NGS
 AW0877  HISTORY     - 1987     GOOD             USPSQD
 AW0877  HISTORY     - 1987     GOOD             USPSQD
 AW0877  HISTORY     - 1987     GOOD             USPSQD
 AW0877  HISTORY     - 1987     GOOD             USPSQD
 AW0877  HISTORY     - 1987     GOOD             USPSQD
 AW0877  HISTORY     - 1988     GOOD             USPSQD
 AW0877  HISTORY     - 1988     GOOD             USPSQD
 AW0877  HISTORY     - 1989     GOOD             USPSQD
 AW0877  HISTORY     - 1990     GOOD             USPSQD
 AW0877  HISTORY     - 19910902 GOOD             USPSQD
 AW0877  HISTORY     - 19950624 GOOD             USPSQD
 AW0877  HISTORY     - 20040707 GOOD             USPSQD
 AW0877  HISTORY     - 20050721 GOOD             USPSQD
 AW0877
 AW0877                          STATION DESCRIPTION
 AW0877
 AW0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0877'IN HOUSTON.
 AW0877'AT HOUSTON, ABOUT 100 YARDS EAST OF THE REED TOOL CO. BUILDING, AT THE
 AW0877'CROSSING OF NAVIGATION BLVD. AND HOUSTON BELT AND TERMINAL RAILROAD,
 AW0877'96 FEET NORTH OF THE CENTER LINE OF AN OVERHEAD VIADUCT, 56 FEET WEST
 AW0877'OF THE WEST RAIL, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 AW0877'SOUTHWEST CONCRETE FOOTING OF A POWER LINE TOWER, AND 1 FOOT ABOVE THE
 AW0877'LEVEL OF THE GROUND.
 AW0877
 AW0877                          STATION RECOVERY (1975)
 AW0877
 AW0877'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (1978)
 AW0877
 AW0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (1986)
 AW0877
 AW0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (1987)
 AW0877
 AW0877'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (1987)
 AW0877
 AW0877'RECOVERY NOTE BY US POWER SQUADRON 1987 (GLB)
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (1987)
 AW0877
 AW0877'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (1987)
 AW0877
 AW0877'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (1987)
 AW0877
 AW0877'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (1988)
 AW0877
 AW0877'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (1988)
 AW0877
 AW0877'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (1989)
 AW0877
 AW0877'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (1990)
 AW0877
 AW0877'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (1991)
 AW0877
 AW0877'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (1995)
 AW0877
 AW0877'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0877'RECOVERED IN GOOD CONDITION.
 AW0877
 AW0877                          STATION RECOVERY (2004)
 AW0877
 AW0877'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0877'THE OLD 4 POST POWER LINE SUPPORTS HAVE BEEN REPLACED.BUT THE CONCRETE
 AW0877'FOOTING ARE STILL THERE.  A METAL WITNESS POST IS ALSO THERE.
 AW0877
 AW0877                          STATION RECOVERY (2005)
 AW0877
 AW0877'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0877'GP OK. DESCRIPTION OK. THE OLD 4 POST POWER LINE SUPPORTS ARE GONE.
 AW0877'THE BASE FOR THEMIS STILL THERE.  THERE IS A WITNESS POST THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1868 ***********************************************************************
 AW1868  DESIGNATION -  G 1008
 AW1868  PID         -  AW1868
 AW1868  STATE/COUNTY-  TX/HARRIS
 AW1868  USGS QUAD   -  CYPRESS (1995)
 AW1868
 AW1868                         *CURRENT SURVEY CONTROL
 AW1868  ___________________________________________________________________
 AW1868* NAD 83(1986)-  29 53 40.     (N)    095 41 01.     (W)     SCALED    
 AW1868* NAVD 88     -        41.81   (+/-2cm)     137.2    (feet)  VERTCON   
 AW1868  ___________________________________________________________________
 AW1868  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW1868
 AW1868  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1868
 AW1868.The horizontal coordinates were scaled from a topographic map and have
 AW1868.an estimated accuracy of +/- 6 seconds.
 AW1868
 AW1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1868.The vertical order pertains to the NGVD 29 superseded value.
 AW1868
 AW1868.The geoid height was determined by GEOID03.
 AW1868
 AW1868;                    North         East    Units  Estimated Accuracy
 AW1868;SPC TXSC     - 4,232,970.      920,250.      MT  (+/- 180 meters Scaled)
 AW1868
 AW1868                          SUPERSEDED SURVEY CONTROL
 AW1868
 AW1868  NGVD 29 (??/??/92)   41.807  (m)          137.16   (f) ADJ UNCH    1 2
 AW1868
 AW1868.Superseded values are not recommended for survey control.
 AW1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1868.See file dsdata.txt to determine how the superseded data were derived.
 AW1868
 AW1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP408101(NAD 83)
 AW1868_MARKER: DB = BENCH MARK DISK
 AW1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1868_STAMPING: G 1008 1954
 AW1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1868+STABILITY: SURFACE MOTION
 AW1868
 AW1868  HISTORY     - Date     Condition        Report By
 AW1868  HISTORY     - 1954     MONUMENTED       CGS
 AW1868  HISTORY     - 1973     GOOD             NGS
 AW1868  HISTORY     - 1978     GOOD             NGS
 AW1868  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1868  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1868  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 AW1868  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW1868
 AW1868                          STATION DESCRIPTION
 AW1868
 AW1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1868'5.9 MI S FROM CYPRESS.
 AW1868'ABOUT 1.75 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1868'AT CYPRESS, THENCE 4.15 MILES SOUTH ALONG BARKER-CYPRESS RD., ABOUT 37
 AW1868'FEET EAST OF THE CENTER LINE OF THE ROAD, AT A SLIGHT CURVE IN THE
 AW1868'ROAD, 16 1/2 FEET NORTH OF THE CENTER LINE OF A DIM FIELD ROAD LEADING
 AW1868'EAST, 5.5 FEET SOUTHEAST OF POWER POLE 89, 5 FEET SOUTHEAST OF AN
 AW1868'UNDERGROUND TELEPHONE CABLE CANNISTER 8402, 3 FEET SOUTH OF A T-FENCE
 AW1868'LEADING EAST, 3 FEET EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 AW1868'POST FLUSH WITH THE GROUND.
 AW1868
 AW1868                          STATION RECOVERY (1978)
 AW1868
 AW1868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1868'RECOVERED IN GOOD CONDITION.
 AW1868
 AW1868                          STATION RECOVERY (1986)
 AW1868
 AW1868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1868'MARK NOT FOUND.
 AW1868
 AW1868                          STATION RECOVERY (1987)
 AW1868
 AW1868'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW1868'MARK NOT FOUND.
 AW1868
 AW1868                          STATION RECOVERY (1993)
 AW1868
 AW1868'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1868'MARK NOT FOUND.
 AW1868
 AW1868                          STATION RECOVERY (2004)
 AW1868
 AW1868'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1639 ***********************************************************************
 BL1639  DESIGNATION -  G 1009
 BL1639  PID         -  BL1639
 BL1639  STATE/COUNTY-  TX/HARRIS
 BL1639  USGS QUAD   -  ROSE HILL (1980)
 BL1639
 BL1639                         *CURRENT SURVEY CONTROL
 BL1639  ___________________________________________________________________
 BL1639* NAD 83(1986)-  30 00 15.     (N)    095 38 09.     (W)     SCALED    
 BL1639* NAVD 88     -        44.554  (meters)     146.17   (feet)  ADJUSTED  
 BL1639  ___________________________________________________________________
 BL1639  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1639  DYNAMIC HT  -          44.493 (meters)     145.97  (feet)  COMP
 BL1639  MODELED GRAV-     979,289.2   (mgal)                       NAVD 88
 BL1639
 BL1639  VERT ORDER  -  FIRST     CLASS II
 BL1639
 BL1639.The horizontal coordinates were scaled from a topographic map and have
 BL1639.an estimated accuracy of +/- 6 seconds.
 BL1639
 BL1639.The orthometric height was determined by differential leveling
 BL1639.and adjusted by the National Geodetic Survey in June 1991..
 BL1639
 BL1639.The geoid height was determined by GEOID03.
 BL1639
 BL1639.The dynamic height is computed by dividing the NAVD 88
 BL1639.geopotential number by the normal gravity value computed on the
 BL1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1639.degrees latitude (g = 980.6199 gals.).
 BL1639
 BL1639.The modeled gravity was interpolated from observed gravity values.
 BL1639
 BL1639;                    North         East    Units  Estimated Accuracy
 BL1639;SPC TXSC     - 4,245,260.      924,520.      MT  (+/- 180 meters Scaled)
 BL1639
 BL1639                          SUPERSEDED SURVEY CONTROL
 BL1639
 BL1639  NGVD 29 (12/23/87)   44.547  (m)          146.15   (f) ADJUSTED    1 2
 BL1639
 BL1639.Superseded values are not recommended for survey control.
 BL1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1639.See file dsdata.txt to determine how the superseded data were derived.
 BL1639
 BL1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP457221(NAD 83)
 BL1639_MARKER: DB = BENCH MARK DISK
 BL1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1639_SP_SET: CONCRETE POST
 BL1639_STAMPING: G 1009 1954
 BL1639_MARK LOGO: CGS   
 BL1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1639+STABILITY: SURFACE MOTION
 BL1639
 BL1639  HISTORY     - Date     Condition        Report By
 BL1639  HISTORY     - 1954     MONUMENTED       CGS
 BL1639  HISTORY     - 1978     GOOD             NGS
 BL1639  HISTORY     - 1986     GOOD             NGS
 BL1639  HISTORY     - 19931106 GOOD             USPSQD
 BL1639
 BL1639                          STATION DESCRIPTION
 BL1639
 BL1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1639'4.8 MI NE FROM CYPRESS.
 BL1639'4.8 MILES NORTHEAST ALONG THE SPRING AND CYPRESS ROAD FROM THE POST
 BL1639'OFFICE AT CYPRESS, AT A JUNCTION WITH GRANT ROAD, 39 FEET NORTHWEST OF
 BL1639'THE CENTER LINE OF THE SPRING AND CYPRESS ROAD, 43 FEET SOUTHWEST OF
 BL1639'THE CENTER LINE OF GRANT ROAD, 3 FEET NORTHEAST OF A FENCE, 2 FEET
 BL1639'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1639'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL1639
 BL1639                          STATION RECOVERY (1978)
 BL1639
 BL1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1639'RECOVERED IN GOOD CONDITION.
 BL1639
 BL1639                          STATION RECOVERY (1986)
 BL1639
 BL1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1639'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.7 KM (4.8 MI)
 BL1639'NORTHEASTERLY ALONG SPRING-CYPRESS ROAD FROM ITS JUNCTION WITH U.S.
 BL1639'HIGHWAY 290 IN CYPRESS.
 BL1639
 BL1639                          STATION RECOVERY (1993)
 BL1639
 BL1639'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0056 ***********************************************************************
 BL0056  DESIGNATION -  G 101
 BL0056  PID         -  BL0056
 BL0056  STATE/COUNTY-  TX/JASPER
 BL0056  USGS QUAD   -  BEECH GROVE (1984)
 BL0056
 BL0056                         *CURRENT SURVEY CONTROL
 BL0056  ___________________________________________________________________
 BL0056* NAD 83(1986)-  30 52 10.     (N)    094 06 57.     (W)     SCALED    
 BL0056* NAVD 88     -        38.73   (+/-2cm)     127.1    (feet)  VERTCON   
 BL0056  ___________________________________________________________________
 BL0056  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BL0056
 BL0056  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0056
 BL0056.The horizontal coordinates were scaled from a topographic map and have
 BL0056.an estimated accuracy of +/- 6 seconds.
 BL0056
 BL0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0056.The vertical order pertains to the NGVD 29 superseded value.
 BL0056
 BL0056.The geoid height was determined by GEOID03.
 BL0056
 BL0056;                    North         East    Units  Estimated Accuracy
 BL0056;SPC TX C     - 3,149,940.    1,294,230.      MT  (+/- 180 meters Scaled)
 BL0056
 BL0056                          SUPERSEDED SURVEY CONTROL
 BL0056
 BL0056  NGVD 29 (??/??/92)   38.729  (m)          127.06   (f) ADJ UNCH    2 0
 BL0056
 BL0056.Superseded values are not recommended for survey control.
 BL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0056.See file dsdata.txt to determine how the superseded data were derived.
 BL0056
 BL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ933156(NAD 83)
 BL0056_MARKER: DB = BENCH MARK DISK
 BL0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0056_SP_SET: CULVERT
 BL0056_STAMPING: G 101 1952
 BL0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0056
 BL0056  HISTORY     - Date     Condition        Report By
 BL0056  HISTORY     - 1952     MONUMENTED       CGS
 BL0056
 BL0056                          STATION DESCRIPTION
 BL0056
 BL0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0056'8.5 MI SW FROM JASPER.
 BL0056'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0056'THENCE 4.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 190.  0.3 MILE
 BL0056'NORTHEAST OF A JUNCTION WITH FARM ROAD 777, 378 FEET NORTHEAST OF THE
 BL0056'NORTHEAST CORNER OF A FARMHOUSE, 15 FEET EAST OF THE CENTER LINE OF
 BL0056'THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A
 BL0056'7 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1424 ***********************************************************************
 BL1424  DESIGNATION -  G 1010
 BL1424  PID         -  BL1424
 BL1424  STATE/COUNTY-  TX/HARRIS
 BL1424  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1424
 BL1424                         *CURRENT SURVEY CONTROL
 BL1424  ___________________________________________________________________
 BL1424* NAD 83(1986)-  30 08 50.     (N)    095 38 26.     (W)     SCALED    
 BL1424* NAVD 88     -        53.13   (+/-2cm)     174.3    (feet)  VERTCON   
 BL1424  ___________________________________________________________________
 BL1424  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL1424  OBS GRAVITY -     979,295.5   (mgal)                       GRAV_OBS
 BL1424
 BL1424  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1424
 BL1424.The horizontal coordinates were scaled from a topographic map and have
 BL1424.an estimated accuracy of +/- 6 seconds.
 BL1424
 BL1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1424.The vertical order pertains to the NGVD 29 superseded value.
 BL1424
 BL1424.The geoid height was determined by GEOID03.
 BL1424.The observed gravity was obtained from relative gravimeter ties
 BL1424.to the IGSN71 gravity network.
 BL1424
 BL1424;                    North         East    Units  Estimated Accuracy
 BL1424;SPC TXSC     - 4,261,100.      923,600.      MT  (+/- 180 meters Scaled)
 BL1424
 BL1424                          SUPERSEDED SURVEY CONTROL
 BL1424
 BL1424  NGVD 29 (04/06/79)   53.121  (m)          174.28   (f) ADJUSTED    1 2
 BL1424
 BL1424.Superseded values are not recommended for survey control.
 BL1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1424.See file dsdata.txt to determine how the superseded data were derived.
 BL1424
 BL1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP456380(NAD 83)
 BL1424_MARKER: DB = BENCH MARK DISK
 BL1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1424_STAMPING: G 1010 1954
 BL1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1424+STABILITY: SURFACE MOTION
 BL1424
 BL1424  HISTORY     - Date     Condition        Report By
 BL1424  HISTORY     - 1954     MONUMENTED       CGS
 BL1424  HISTORY     - 1973     GOOD             NGS
 BL1424  HISTORY     - 1978     GOOD             NGS
 BL1424  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1424  HISTORY     - 20050812 MARK NOT FOUND   GEOCAC
 BL1424
 BL1424                          STATION DESCRIPTION
 BL1424
 BL1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1424'3.85 MI NW FROM TOMBALL.
 BL1424'ABOUT 3.55 MILES NORTHWEST ALONG BURLINGTON-ROCK ISLAND RAILROAD FROM
 BL1424'THE CROSSING OF WALLER-TOMBALL RD., THENCE 0.3 MILE NORTHWEST ALONG
 BL1424'THE MISSOURI-PACIFIC RAILROAD, ABOUT 12 POLES NORTHWEST OF MILE POST
 BL1424'14, ABOUT 105 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 68
 BL1424'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 22 FEET SOUTHWEST OF A FENCE, 3
 BL1424'FEET WEST OF A WOODEN WITNESS POST, 10 FEET BELOW THE LEVEL OF THE
 BL1424'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 BL1424
 BL1424                          STATION RECOVERY (1978)
 BL1424
 BL1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1424'RECOVERED IN GOOD CONDITION.
 BL1424
 BL1424                          STATION RECOVERY (1986)
 BL1424
 BL1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1424'MARK NOT FOUND.
 BL1424
 BL1424                          STATION RECOVERY (2005)
 BL1424
 BL1424'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1697 ***********************************************************************
 AW1697  DESIGNATION -  G 1011
 AW1697  PID         -  AW1697
 AW1697  STATE/COUNTY-  TX/GALVESTON
 AW1697  USGS QUAD   -  HIGH ISLAND (1994)
 AW1697
 AW1697                         *CURRENT SURVEY CONTROL
 AW1697  ___________________________________________________________________
 AW1697* NAD 83(1986)-  29 32 44.     (N)    094 23 55.     (W)     SCALED    
 AW1697* NAVD 88     -         2.10   (+/-2cm)       6.9    (feet)  VERTCON   
 AW1697  ___________________________________________________________________
 AW1697  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1697
 AW1697  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1697
 AW1697.The horizontal coordinates were scaled from a topographic map and have
 AW1697.an estimated accuracy of +/- 6 seconds.
 AW1697
 AW1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1697.The vertical order pertains to the NGVD 29 superseded value.
 AW1697
 AW1697.The geoid height was determined by GEOID03.
 AW1697
 AW1697;                    North         East    Units  Estimated Accuracy
 AW1697;SPC TXSC     - 4,198,530.    1,045,810.      MT  (+/- 180 meters Scaled)
 AW1697
 AW1697                          SUPERSEDED SURVEY CONTROL
 AW1697
 AW1697  NGVD 29 (??/??/92)    2.097  (m)            6.88   (f) ADJ UNCH    1 2
 AW1697
 AW1697.Superseded values are not recommended for survey control.
 AW1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1697.See file dsdata.txt to determine how the superseded data were derived.
 AW1697
 AW1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN644692(NAD 83)
 AW1697_MARKER: DB = BENCH MARK DISK
 AW1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1697_STAMPING: G 1011 1953
 AW1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1697+STABILITY: SURFACE MOTION
 AW1697
 AW1697  HISTORY     - Date     Condition        Report By
 AW1697  HISTORY     - 1953     MONUMENTED       CGS
 AW1697  HISTORY     - 1958     GOOD             NGS
 AW1697  HISTORY     - 1963     MARK NOT FOUND   LOCENG
 AW1697  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1697  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 AW1697  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1697  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1697
 AW1697                          STATION DESCRIPTION
 AW1697
 AW1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1697'1.6 MI S FROM HIGH ISLAND.
 AW1697'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW1697'AT HIGH ISLAND, THENCE ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY
 AW1697'87, ABOUT 300 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 137
 AW1697'FEET SOUTHWEST OF THE SOUTH CORNER OF A FENCE AROUND A GROUP OF OIL
 AW1697'TANKS, 14 1/2 FEET NORTHEAST OF POWER POLE 13, 1 FOOT SOUTHEAST OF A
 AW1697'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 AW1697'CONCRETE POST PROJECTING 4 INCHES.
 AW1697
 AW1697                          STATION RECOVERY (1963)
 AW1697
 AW1697'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 AW1697'MARK NOT FOUND.
 AW1697
 AW1697                          STATION RECOVERY (1978)
 AW1697
 AW1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1697'NOT RECOVERED.
 AW1697
 AW1697                          STATION RECOVERY (1999)
 AW1697
 AW1697'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1697'MARK NOT FOUND.
 AW1697
 AW1697                          STATION RECOVERY (2002)
 AW1697
 AW1697'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1697'MARK NOT FOUND.
 AW1697
 AW1697                          STATION RECOVERY (2005)
 AW1697
 AW1697'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3880 ***********************************************************************
 AW3880  DESIGNATION -  G 1012
 AW3880  PID         -  AW3880
 AW3880  STATE/COUNTY-  TX/CHAMBERS
 AW3880  USGS QUAD   -  STOWELL (1993)
 AW3880
 AW3880                         *CURRENT SURVEY CONTROL
 AW3880  ___________________________________________________________________
 AW3880* NAD 83(1986)-  29 47 27.     (N)    094 28 56.     (W)     SCALED    
 AW3880* NAVD 88     -         8.17   (+/-2cm)      26.8    (feet)  VERTCON   
 AW3880  ___________________________________________________________________
 AW3880  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW3880
 AW3880  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3880
 AW3880.The horizontal coordinates were scaled from a topographic map and have
 AW3880.an estimated accuracy of +/- 6 seconds.
 AW3880
 AW3880.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3880.The vertical order pertains to the NGVD 29 superseded value.
 AW3880
 AW3880.The geoid height was determined by GEOID03.
 AW3880
 AW3880;                    North         East    Units  Estimated Accuracy
 AW3880;SPC TXSC     - 4,225,380.    1,036,660.      MT  (+/- 180 meters Scaled)
 AW3880
 AW3880                          SUPERSEDED SURVEY CONTROL
 AW3880
 AW3880  NGVD 29 (??/??/92)    8.169  (m)           26.80   (f) ADJ UNCH    1 2
 AW3880
 AW3880.Superseded values are not recommended for survey control.
 AW3880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3880.See file dsdata.txt to determine how the superseded data were derived.
 AW3880
 AW3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN567965(NAD 83)
 AW3880_MARKER: DB = BENCH MARK DISK
 AW3880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3880_SP_SET: CULVERT
 AW3880_STAMPING: G 1012 1953
 AW3880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3880+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW3880
 AW3880  HISTORY     - Date     Condition        Report By
 AW3880  HISTORY     - 1953     MONUMENTED       CGS
 AW3880  HISTORY     - 1959     GOOD             NGS
 AW3880  HISTORY     - 1987     GOOD             USPSQD
 AW3880  HISTORY     - 19950803 GOOD             USPSQD
 AW3880  HISTORY     - 20010331 GOOD             NGS
 AW3880  HISTORY     - 20030120 GOOD             USPSQD
 AW3880  HISTORY     - 20040220 GOOD             USPSQD
 AW3880  HISTORY     - 20060120 GOOD             USPSQD
 AW3880
 AW3880                          STATION DESCRIPTION
 AW3880
 AW3880'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW3880'6.35 MI E FROM MONROE CITY.
 AW3880'6.35 MILES EAST ALONG STATE HIGHWAY 73 T FROM THE POST OFFICE AT
 AW3880'MONROE CITY, 19 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AW3880'THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT
 AW3880'UNDER A SMALL DRAINAGE DITCH.
 AW3880
 AW3880                          STATION RECOVERY (1959)
 AW3880
 AW3880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW3880'RECOVERED IN GOOD CONDITION.
 AW3880
 AW3880                          STATION RECOVERY (1987)
 AW3880
 AW3880'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWC)
 AW3880'RECOVERED IN GOOD CONDITION.
 AW3880
 AW3880                          STATION RECOVERY (1995)
 AW3880
 AW3880'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3880'RECOVERED IN GOOD CONDITION.
 AW3880
 AW3880                          STATION RECOVERY (2001)
 AW3880
 AW3880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3880'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3880
 AW3880                          STATION RECOVERY (2003)
 AW3880
 AW3880'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW3880'RECOVERED IN GOOD CONDITION.
 AW3880
 AW3880                          STATION RECOVERY (2004)
 AW3880
 AW3880'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3880'RECOVERED IN GOOD CONDITION.
 AW3880
 AW3880                          STATION RECOVERY (2006)
 AW3880
 AW3880'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3880'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2836 ***********************************************************************
 AW2836  DESIGNATION -  G 1013
 AW2836  PID         -  AW2836
 AW2836  STATE/COUNTY-  TX/CHAMBERS
 AW2836  USGS QUAD   -  ANAHUAC (1993)
 AW2836
 AW2836                         *CURRENT SURVEY CONTROL
 AW2836  ___________________________________________________________________
 AW2836* NAD 83(1986)-  29 50 09.     (N)    094 44 52.     (W)     SCALED    
 AW2836* NAVD 88     -         1.71   (+/-2cm)       5.6    (feet)  VERTCON   
 AW2836  ___________________________________________________________________
 AW2836  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW2836
 AW2836  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2836
 AW2836.The horizontal coordinates were scaled from a topographic map and have
 AW2836.an estimated accuracy of +/- 6 seconds.
 AW2836
 AW2836.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2836.The vertical order pertains to the NGVD 29 superseded value.
 AW2836
 AW2836.The geoid height was determined by GEOID03.
 AW2836
 AW2836;                    North         East    Units  Estimated Accuracy
 AW2836;SPC TXSC     - 4,229,400.    1,010,820.      MT  (+/- 180 meters Scaled)
 AW2836
 AW2836                          SUPERSEDED SURVEY CONTROL
 AW2836
 AW2836  NGVD 29 (??/??/92)    1.712  (m)            5.62   (f) ADJ UNCH    1 2
 AW2836
 AW2836.Superseded values are not recommended for survey control.
 AW2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2836.See file dsdata.txt to determine how the superseded data were derived.
 AW2836
 AW2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP311018(NAD 83)
 AW2836_MARKER: DB = BENCH MARK DISK
 AW2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2836_STAMPING: G 1013 1953
 AW2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2836+STABILITY: SURFACE MOTION
 AW2836
 AW2836  HISTORY     - Date     Condition        Report By
 AW2836  HISTORY     - 1953     MONUMENTED       CGS
 AW2836  HISTORY     - 1959     GOOD             NGS
 AW2836  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2836  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW2836  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2836
 AW2836                          STATION DESCRIPTION
 AW2836
 AW2836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2836'1.1 MI W FROM WALLISVILLE.
 AW2836'ABOUT 0.65 MILE WEST ALONG THE OLD WALLISVILLE ROAD FROM THE METHODIST
 AW2836'CHURCH AT WALLISVILLE, THENCE ABOUT 0.45 MILE WEST ALONG A SHELL ROAD
 AW2836'TO THE TRINITY RIVER, 161 FEET EAST OF A FENCE, 76 FEET NORTHWEST OF
 AW2836'THE WATER LINE OF THE RIVER, 46 1/2 FEET EAST-NORTHEAST OF AN 8-INCH
 AW2836'OAK TREE, 27 FEET SOUTH OF A LONE 18-INCH HACKBERRY TREE, 19 FEET
 AW2836'NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, 2.0 FEET NORTHWEST OF A
 AW2836'METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 AW2836'INCHES.
 AW2836
 AW2836                          STATION RECOVERY (1973)
 AW2836
 AW2836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2836'MARK NOT FOUND.
 AW2836
 AW2836                          STATION RECOVERY (1997)
 AW2836
 AW2836'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2836'MARK NOT FOUND.
 AW2836
 AW2836                          STATION RECOVERY (2001)
 AW2836
 AW2836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2836'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2425 ***********************************************************************
 AW2425  DESIGNATION -  G 1014
 AW2425  PID         -  AW2425
 AW2425  STATE/COUNTY-  TX/JEFFERSON
 AW2425  USGS QUAD   -  MUD LAKE (1994)
 AW2425
 AW2425                         *CURRENT SURVEY CONTROL
 AW2425  ___________________________________________________________________
 AW2425* NAD 83(1986)-  29 34 36.     (N)    094 18 45.     (W)     SCALED    
 AW2425* NAVD 88     -         1.77   (+/-2cm)       5.8    (feet)  VERTCON   
 AW2425  ___________________________________________________________________
 AW2425  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW2425
 AW2425  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2425
 AW2425.The horizontal coordinates were scaled from a topographic map and have
 AW2425.an estimated accuracy of +/- 6 seconds.
 AW2425
 AW2425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2425.The vertical order pertains to the NGVD 29 superseded value.
 AW2425
 AW2425.The geoid height was determined by GEOID03.
 AW2425
 AW2425;                    North         East    Units  Estimated Accuracy
 AW2425;SPC TXSC     - 4,202,310.    1,054,010.      MT  (+/- 180 meters Scaled)
 AW2425
 AW2425                          SUPERSEDED SURVEY CONTROL
 AW2425
 AW2425  NGVD 29 (??/??/92)    1.772  (m)            5.81   (f) ADJ UNCH    1 2
 AW2425
 AW2425.Superseded values are not recommended for survey control.
 AW2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2425.See file dsdata.txt to determine how the superseded data were derived.
 AW2425
 AW2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN728725(NAD 83)
 AW2425_MARKER: DB = BENCH MARK DISK
 AW2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2425_STAMPING: G 1014 1953
 AW2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2425+STABILITY: SURFACE MOTION
 AW2425
 AW2425  HISTORY     - Date     Condition        Report By
 AW2425  HISTORY     - 1953     MONUMENTED       CGS
 AW2425  HISTORY     - 1958     GOOD             NGS
 AW2425
 AW2425                          STATION DESCRIPTION
 AW2425
 AW2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2425'5.9 MI NE FROM HIGH ISLAND.
 AW2425'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2425'AT HIGH ISLAND, THENCE ABOUT 5.0 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2425'87, 51 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET
 AW2425'NORTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 AW2425'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 AW2425'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2426 ***********************************************************************
 AW2426  DESIGNATION -  G 1014 RESET 1962
 AW2426  PID         -  AW2426
 AW2426  STATE/COUNTY-  TX/JEFFERSON
 AW2426  USGS QUAD   -  MUD LAKE (1994)
 AW2426
 AW2426                         *CURRENT SURVEY CONTROL
 AW2426  ___________________________________________________________________
 AW2426* NAD 83(1986)-  29 34 36.     (N)    094 18 46.     (W)     SCALED    
 AW2426* NAVD 88     -         1.82   (+/-2cm)       6.0    (feet)  VERTCON   
 AW2426  ___________________________________________________________________
 AW2426  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW2426
 AW2426  VERT ORDER  -  THIRD (See Below)
 AW2426
 AW2426.The horizontal coordinates were scaled from a topographic map and have
 AW2426.an estimated accuracy of +/- 6 seconds.
 AW2426
 AW2426.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2426.The vertical order pertains to the NGVD 29 superseded value.
 AW2426
 AW2426.The geoid height was determined by GEOID03.
 AW2426
 AW2426;                    North         East    Units  Estimated Accuracy
 AW2426;SPC TXSC     - 4,202,310.    1,053,980.      MT  (+/- 180 meters Scaled)
 AW2426
 AW2426                          SUPERSEDED SURVEY CONTROL
 AW2426
 AW2426  NGVD 29 (??/??/??)    1.82   (m)            6.0    (f) RESET       3  
 AW2426
 AW2426.Superseded values are not recommended for survey control.
 AW2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2426.See file dsdata.txt to determine how the superseded data were derived.
 AW2426
 AW2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN728725(NAD 83)
 AW2426_MARKER: DB = BENCH MARK DISK
 AW2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2426_STAMPING: G 1014 RESET 1962
 AW2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2426+STABILITY: SURFACE MOTION
 AW2426
 AW2426  HISTORY     - Date     Condition        Report By
 AW2426  HISTORY     - 1962     MONUMENTED       CGS
 AW2426  HISTORY     - 1971     GOOD             NGS
 AW2426
 AW2426                          STATION DESCRIPTION
 AW2426
 AW2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AW2426'0.9 MI SE FROM HIGH ISLAND.
 AW2426'ABOUT 0.9 MILE SOUTHEAST FROM THE POST OFFICE IN HIGH ISLAND ALONG
 AW2426'STATE HIGHWAY 124, THENCE 5.0 MILES NORTHEAST ON STATE HIGHWAY 87. THE
 AW2426'BENCH MARK IS AT THE NORTHWEST EDGE OF THE HIGH GROUND WHERE IT BREAKS
 AW2426'OFF AT THE MARSH, 49 FEET NORTHWEST OF THE CENTER LINE OF STATE
 AW2426'HIGHWAY 87, 25 FEET NORTHWEST OF THE NORTHWEST HIGHWAY RIGHT-OF-WAY,
 AW2426'AND 1 FOOT NORTHEAST OF A 4 X 4 IN. WOODEN WITNESS POST, AND 1 FOOT
 AW2426'SOUTHWEST OF A 4 X 4 IN. WOODEN WITNESS POST.  A STANDARD BENCH MARK
 AW2426'DISK STAMPED G 1014 RESET 1962, SET IN A 12 X 12 IN. CONCRETE POST
 AW2426'WHICH PROJECTS 6 INCHES.
 AW2426
 AW2426                          STATION RECOVERY (1971)
 AW2426
 AW2426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0458 ***********************************************************************
 AV0458  TIDAL BM    -  This is a Tidal Bench Mark.
 AV0458  DESIGNATION -  G 1015
 AV0458  PID         -  AV0458
 AV0458  STATE/COUNTY-  TX/JEFFERSON
 AV0458  USGS QUAD   -  TEXAS POINT (1993)
 AV0458
 AV0458                         *CURRENT SURVEY CONTROL
 AV0458  ___________________________________________________________________
 AV0458* NAD 83(1986)-  29 42 23.     (N)    093 51 15.     (W)     SCALED    
 AV0458* NAVD 88     -         0.89   (+/-2cm)       2.9    (feet)  VERTCON   
 AV0458  ___________________________________________________________________
 AV0458  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AV0458
 AV0458  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0458
 AV0458.The horizontal coordinates were scaled from a topographic map and have
 AV0458.an estimated accuracy of +/- 6 seconds.
 AV0458
 AV0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0458.The vertical order pertains to the NGVD 29 superseded value.
 AV0458
 AV0458.This Tidal Bench Mark is designated as VM 17000
 AV0458.by the Center for Operational Oceanographic Products and Services.
 AV0458
 AV0458.The geoid height was determined by GEOID03.
 AV0458
 AV0458;                    North         East    Units  Estimated Accuracy
 AV0458;SPC TXSC     - 4,218,540.    1,097,740.      MT  (+/- 180 meters Scaled)
 AV0458
 AV0458                          SUPERSEDED SURVEY CONTROL
 AV0458
 AV0458  NGVD 29 (??/??/??)    0.881  (m)            2.89   (f) ADJUSTED    1 2
 AV0458
 AV0458.Superseded values are not recommended for survey control.
 AV0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0458.See file dsdata.txt to determine how the superseded data were derived.
 AV0458
 AV0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN173865(NAD 83)
 AV0458_MARKER: DB = BENCH MARK DISK
 AV0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0458_SP_SET: TOWER BASE
 AV0458_STAMPING: G 1015 1953
 AV0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0458
 AV0458  HISTORY     - Date     Condition        Report By
 AV0458  HISTORY     - 1953     MONUMENTED       CGS
 AV0458  HISTORY     - 1958     GOOD             CGS
 AV0458  HISTORY     - 1960     GOOD             CGS
 AV0458  HISTORY     - 1984     GOOD             USPSQD
 AV0458  HISTORY     - 1987     GOOD             USPSQD
 AV0458  HISTORY     - 1987     GOOD             USPSQD
 AV0458  HISTORY     - 19880921 GOOD             USPSQD
 AV0458  HISTORY     - 1989     POOR             USPSQD
 AV0458  HISTORY     - 1990     GOOD             USPSQD
 AV0458  HISTORY     - 19940719 GOOD             USPSQD
 AV0458  HISTORY     - 20010331 GOOD             NGS
 AV0458  HISTORY     - 20010331 GOOD             NGS
 AV0458
 AV0458                          STATION DESCRIPTION
 AV0458
 AV0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0458'4.0 MI SE FROM SABINE PASS.
 AV0458'ABOUT 0.55 MILE NORTHEAST ALONG AN OILED ROAD FROM THE DICK DOWLING
 AV0458'MONUMENT AT SABINE PASS, THENCE ABOUT 3.3 MILES SOUTHEAST ALONG AN
 AV0458'OILED ROAD, THENCE ABOUT 0.15 MILE NORTHEAST ALONG A SHELL ROAD, AT
 AV0458'THE ABANDONED COAST GUARD STATION, 47 FEET SOUTHWEST OF THE WEST
 AV0458'CORNER OF THE OLD COAST GUARD BUILDING, IN THE TOP OF THE EAST CORNER
 AV0458'OF THE CONCRETE BASE OF THE EAST LEG OF A STEEL TOWER PROJECTING 1 1/2
 AV0458'FEET.
 AV0458
 AV0458                          STATION RECOVERY (1960)
 AV0458
 AV0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 AV0458'RECOVERED IN GOOD CONDITION.
 AV0458
 AV0458                          STATION RECOVERY (1984)
 AV0458
 AV0458'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0458'ABOUT 0.25 MI NORTHEAST ON GUINN ST. THE 1.35 MI SOUTH EAST OF THE
 AV0458'ABANDONED EAST GUARD STATION.
 AV0458
 AV0458                          STATION RECOVERY (1987)
 AV0458
 AV0458'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AV0458'RECOVERED IN GOOD CONDITION.
 AV0458
 AV0458                          STATION RECOVERY (1987)
 AV0458
 AV0458'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0458'RECOVERED IN GOOD CONDITION.
 AV0458
 AV0458                          STATION RECOVERY (1988)
 AV0458
 AV0458'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AV0458'RECOVERED IN GOOD CONDITION.
 AV0458
 AV0458                          STATION RECOVERY (1989)
 AV0458
 AV0458'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0458'MARK RECOVERED IN POOR CONDITION.
 AV0458
 AV0458                          STATION RECOVERY (1990)
 AV0458
 AV0458'RECOVERY NOTE BY US POWER SQUADRON 1990 (GBW)
 AV0458'RECOVERED IN GOOD CONDITION.
 AV0458
 AV0458                          STATION RECOVERY (1994)
 AV0458
 AV0458'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0458'RECOVERED IN GOOD CONDITION.
 AV0458
 AV0458                          STATION RECOVERY (2001)
 AV0458
 AV0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0458'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0458
 AV0458                          STATION RECOVERY (2001)
 AV0458
 AV0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0458'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2486 ***********************************************************************
 AW2486  DESIGNATION -  G 1016
 AW2486  PID         -  AW2486
 AW2486  STATE/COUNTY-  TX/JEFFERSON
 AW2486  USGS QUAD   -  PORT ACRES (1993)
 AW2486
 AW2486                         *CURRENT SURVEY CONTROL
 AW2486  ___________________________________________________________________
 AW2486* NAD 83(1986)-  29 55 08.     (N)    094 01 11.     (W)     SCALED    
 AW2486* NAVD 88     -         1.94   (+/-2cm)       6.4    (feet)  VERTCON   
 AW2486  ___________________________________________________________________
 AW2486  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2486
 AW2486  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2486
 AW2486.The horizontal coordinates were scaled from a topographic map and have
 AW2486.an estimated accuracy of +/- 6 seconds.
 AW2486
 AW2486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2486.The vertical order pertains to the NGVD 29 superseded value.
 AW2486
 AW2486.The geoid height was determined by GEOID03.
 AW2486
 AW2486;                    North         East    Units  Estimated Accuracy
 AW2486;SPC TXSC     - 4,241,380.    1,080,730.      MT  (+/- 180 meters Scaled)
 AW2486
 AW2486                          SUPERSEDED SURVEY CONTROL
 AW2486
 AW2486  NGVD 29 (??/??/92)    1.926  (m)            6.32   (f) ADJ UNCH    1 2
 AW2486
 AW2486.Superseded values are not recommended for survey control.
 AW2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2486.See file dsdata.txt to determine how the superseded data were derived.
 AW2486
 AW2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP015102(NAD 83)
 AW2486_MARKER: DB = BENCH MARK DISK
 AW2486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2486_SP_SET: CULVERT
 AW2486_STAMPING: G 1016 1954
 AW2486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2486
 AW2486  HISTORY     - Date     Condition        Report By
 AW2486  HISTORY     - 1954     MONUMENTED       CGS
 AW2486  HISTORY     - 1959     GOOD             NGS
 AW2486  HISTORY     - 1990     GOOD             USPSQD
 AW2486  HISTORY     - 19950408 GOOD             USPSQD
 AW2486  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AW2486  HISTORY     - 20010331 GOOD             NGS
 AW2486  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 AW2486  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 AW2486
 AW2486                          STATION DESCRIPTION
 AW2486
 AW2486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2486'2.15 MI NW FROM PORT ACRES.
 AW2486'ABOUT 0.6 MILE EAST ALONG 5TH STREET FROM THE HIGH SCHOOL AT PORT
 AW2486'ACRES, THENCE ABOUT 1.55 MILES NORTHWEST ALONG THE TEXAS AND NEW
 AW2486'ORLEANS RAILROAD, AT THE CROSSING OF FARM ROAD 365, 28 1/2 FEET
 AW2486'SOUTHWEST OF THE SOUTHWEST RAIL, IN THE TOP OF THE SOUTH END OF THE
 AW2486'EAST HEAD WALL OF A CONCRETE CULVERT UNDER THE FARM ROAD, 45 FEET
 AW2486'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 45 FEET NORTHEAST OF THE
 AW2486'CENTER LINE OF A PAVED ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE
 AW2486'TRACKS, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 AW2486
 AW2486                          STATION RECOVERY (1990)
 AW2486
 AW2486'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMG)
 AW2486'RECOVERED IN GOOD CONDITION.
 AW2486
 AW2486                          STATION RECOVERY (1995)
 AW2486
 AW2486'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2486'RECOVERED IN GOOD CONDITION.
 AW2486
 AW2486                          STATION RECOVERY (2000)
 AW2486
 AW2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW2486'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2486
 AW2486                          STATION RECOVERY (2001)
 AW2486
 AW2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2486'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2486
 AW2486                          STATION RECOVERY (2002)
 AW2486
 AW2486'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2486'MARK NOT FOUND.
 AW2486
 AW2486                          STATION RECOVERY (2004)
 AW2486
 AW2486'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW2486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0224 ***********************************************************************
 BL0224  DESIGNATION -  G 1017
 BL0224  PID         -  BL0224
 BL0224  STATE/COUNTY-  TX/JEFFERSON
 BL0224  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0224
 BL0224                         *CURRENT SURVEY CONTROL
 BL0224  ___________________________________________________________________
 BL0224* NAD 83(1986)-  30 03 59.     (N)    094 11 55.     (W)     SCALED    
 BL0224* NAVD 88     -         8.432  (meters)      27.66   (feet)  ADJUSTED  
 BL0224  ___________________________________________________________________
 BL0224  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0224  DYNAMIC HT  -           8.421 (meters)      27.63  (feet)  COMP
 BL0224  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 BL0224
 BL0224  VERT ORDER  -  FIRST     CLASS I
 BL0224
 BL0224.The horizontal coordinates were scaled from a topographic map and have
 BL0224.an estimated accuracy of +/- 6 seconds.
 BL0224
 BL0224.The orthometric height was determined by differential leveling
 BL0224.and adjusted by the National Geodetic Survey in June 1991..
 BL0224
 BL0224.The geoid height was determined by GEOID03.
 BL0224
 BL0224.The dynamic height is computed by dividing the NAVD 88
 BL0224.geopotential number by the normal gravity value computed on the
 BL0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0224.degrees latitude (g = 980.6199 gals.).
 BL0224
 BL0224.The modeled gravity was interpolated from observed gravity values.
 BL0224
 BL0224;                    North         East    Units  Estimated Accuracy
 BL0224;SPC TXSC     - 4,256,990.    1,062,800.      MT  (+/- 180 meters Scaled)
 BL0224
 BL0224                          SUPERSEDED SURVEY CONTROL
 BL0224
 BL0224  NGVD 29 (??/??/92)    8.451  (m)           27.73   (f) ADJ UNCH    1 1
 BL0224
 BL0224.Superseded values are not recommended for survey control.
 BL0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0224.See file dsdata.txt to determine how the superseded data were derived.
 BL0224
 BL0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP844267(NAD 83)
 BL0224_MARKER: DB = BENCH MARK DISK
 BL0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0224_SP_SET: CULVERT
 BL0224_STAMPING: G 1017 1954
 BL0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0224+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 BL0224
 BL0224  HISTORY     - Date     Condition        Report By
 BL0224  HISTORY     - 1954     MONUMENTED       CGS
 BL0224  HISTORY     - 1972     GOOD             NGS
 BL0224  HISTORY     - 1984     GOOD             USPSQD
 BL0224  HISTORY     - 19870815 GOOD             USPSQD
 BL0224  HISTORY     - 1988     GOOD             USPSQD
 BL0224  HISTORY     - 1988     GOOD             USPSQD
 BL0224  HISTORY     - 1989     GOOD             USPSQD
 BL0224  HISTORY     - 1990     GOOD             USPSQD
 BL0224  HISTORY     - 19900207 GOOD             USPSQD
 BL0224  HISTORY     - 19940730 GOOD             USPSQD
 BL0224  HISTORY     - 20010331 GOOD             NGS
 BL0224  HISTORY     - 20020128 GOOD             NGS
 BL0224  HISTORY     - 20050312 GOOD             USPSQD
 BL0224
 BL0224                          STATION DESCRIPTION
 BL0224
 BL0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0224'0.55 MI W FROM AMELIA.
 BL0224'ABOUT 0.55 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION OF
 BL0224'STATE HIGHWAY 364 AT AMELIA, 21 FEET SOUTH OF THE CENTER LINE OF THE
 BL0224'WESTBOUND LANE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 BL0224'SOUTH HEADWALL FOR A 10-FOOT CONCRETE BOX CULVERT UNDER THE WESTBOUND
 BL0224'LANE OF THE HIGHWAY, 1.1 FEET WEST OF THE EAST END OF THE HEADWALL AND
 BL0224'ABOUT LEVEL WITH THE HIGHWAY.
 BL0224
 BL0224                          STATION RECOVERY (1984)
 BL0224
 BL0224'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0224'RECOVERED IN GOOD CONDITION.
 BL0224
 BL0224                          STATION RECOVERY (1987)
 BL0224
 BL0224'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0224'RECOVERED IN GOOD CONDITION.
 BL0224
 BL0224                          STATION RECOVERY (1988)
 BL0224
 BL0224'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0224'RECOVERED IN GOOD CONDITION.
 BL0224
 BL0224                          STATION RECOVERY (1988)
 BL0224
 BL0224'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0224'RECOVERED IN GOOD CONDITION.
 BL0224
 BL0224                          STATION RECOVERY (1989)
 BL0224
 BL0224'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0224'RECOVERED IN GOOD CONDITION.
 BL0224
 BL0224                          STATION RECOVERY (1990)
 BL0224
 BL0224'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0224'RECOVERED IN GOOD CONDITION.
 BL0224
 BL0224                          STATION RECOVERY (1990)
 BL0224
 BL0224'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0224'RECOVERED IN GOOD CONDITION.
 BL0224
 BL0224                          STATION RECOVERY (1994)
 BL0224
 BL0224'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0224'RECOVERED IN GOOD CONDITION.
 BL0224
 BL0224                          STATION RECOVERY (2001)
 BL0224
 BL0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0224'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0224
 BL0224                          STATION RECOVERY (2002)
 BL0224
 BL0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0224'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0224
 BL0224                          STATION RECOVERY (2005)
 BL0224
 BL0224'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2397 ***********************************************************************
 AW2397  DESIGNATION -  G 1018
 AW2397  PID         -  AW2397
 AW2397  STATE/COUNTY-  TX/JEFFERSON
 AW2397  USGS QUAD   -  FANNETT WEST (1993)
 AW2397
 AW2397                         *CURRENT SURVEY CONTROL
 AW2397  ___________________________________________________________________
 AW2397* NAD 83(1993)-  29 52 34.10911(N)    094 17 11.40915(W)     ADJUSTED  
 AW2397* NAVD 88     -         4.08   (+/-2cm)      13.4    (feet)  VERTCON   
 AW2397  ___________________________________________________________________
 AW2397  X           -    -413,713.615 (meters)                     COMP
 AW2397  Y           -  -5,519,605.528 (meters)                     COMP
 AW2397  Z           -   3,158,464.234 (meters)                     COMP
 AW2397  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW2397  ELLIP HEIGHT-         -23.39  (meters)          (06/17/02) GPS OBS
 AW2397  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2397
 AW2397  HORZ ORDER  -  FIRST
 AW2397  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2397  ELLP ORDER  -  FIFTH     CLASS I
 AW2397
 AW2397.The horizontal coordinates were established by GPS observations
 AW2397.and adjusted by the National Geodetic Survey in February 1996..
 AW2397
 AW2397.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2397.The vertical order pertains to the NGVD 29 superseded value.
 AW2397
 AW2397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2397
 AW2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2397
 AW2397.The ellipsoidal height was determined by GPS observations
 AW2397.and is referenced to NAD 83.
 AW2397
 AW2397.The geoid height was determined by GEOID03.
 AW2397
 AW2397;                    North         East     Units Scale Factor Converg.
 AW2397;SPC TXSC     - 4,235,574.212 1,055,186.258   MT  0.99990772   +2 18 33.1
 AW2397;SPC TXSC     -13,896,213.06  3,461,890.25   sFT  0.99990772   +2 18 33.1
 AW2397;UTM  15      - 3,305,755.817   375,760.716   MT  0.99979044   -0 38 27.3
 AW2397
 AW2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2397!SPC TXSC     -   1.00000367  x   0.99990772  =   0.99991139
 AW2397!UTM  15      -   1.00000367  x   0.99979044  =   0.99979411
 AW2397
 AW2397                          SUPERSEDED SURVEY CONTROL
 AW2397
 AW2397  ELLIP H (02/16/96)  -23.31   (m)                       GP(       ) 5 1
 AW2397  NAD 83(1993)-  29 52 34.10856(N)    094 17 11.40921(W) AD(       ) 1
 AW2397  ELLIP H (01/21/93)  -23.30   (m)                       GP(       ) 4 2
 AW2397  NAD 83(1986)-  29 52 34.12809(N)    094 17 11.38769(W) AD(       ) 1
 AW2397  NGVD 29 (??/??/92)    4.083  (m)           13.40   (f) ADJ UNCH    1 2
 AW2397
 AW2397.Superseded values are not recommended for survey control.
 AW2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2397.See file dsdata.txt to determine how the superseded data were derived.
 AW2397
 AW2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7576105756(NAD 83)
 AW2397_MARKER: DB = BENCH MARK DISK
 AW2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2397_SP_SET: CONCRETE POST
 AW2397_STAMPING: G 1018 1954
 AW2397_MARK LOGO: CGS   
 AW2397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AW2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2397+STABILITY: SURFACE MOTION
 AW2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2397+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW2397
 AW2397  HISTORY     - Date     Condition        Report By
 AW2397  HISTORY     - 1954     MONUMENTED       CGS
 AW2397  HISTORY     - 1958     GOOD             NGS
 AW2397  HISTORY     - 1987     GOOD             USPSQD
 AW2397  HISTORY     - 19900108 GOOD             MERRIC
 AW2397  HISTORY     - 20040322 GOOD             USPSQD
 AW2397  HISTORY     - 20060305 GOOD             USPSQD
 AW2397
 AW2397                          STATION DESCRIPTION
 AW2397
 AW2397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2397'1.8 MI NE FROM HAMSHIRE.
 AW2397'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE
 AW2397'AT HAMSHIRE, 183 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 45
 AW2397'1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE GULF, COLORADO AND
 AW2397'SANTA FE RAILROAD, 30 FEET SOUTHWEST OF A PRIVATE ROAD, 16 1/2 FEET
 AW2397'NORTH OF MILEPOST 59, 1 1/2 FEET SOUTHEAST OF A FENCE, 58 FEET
 AW2397'SOUTHWEST OF THE CENTER OF A RAILROAD CROSSING, 1 FOOT WEST OF A
 AW2397'CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND
 AW2397'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW2397
 AW2397                          STATION RECOVERY (1987)
 AW2397
 AW2397'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 AW2397'RECOVERED IN GOOD CONDITION.
 AW2397
 AW2397                          STATION RECOVERY (1990)
 AW2397
 AW2397'RECOVERY NOTE BY MERRICK AND COMPANY 1990
 AW2397'RECOVERED IN GOOD CONDITION.
 AW2397
 AW2397                          STATION RECOVERY (2004)
 AW2397
 AW2397'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2397'RECOVERED IN GOOD CONDITION.
 AW2397
 AW2397                          STATION RECOVERY (2006)
 AW2397
 AW2397'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2397'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0412 ***********************************************************************
 AW0412  DESIGNATION -  G 1019
 AW0412  PID         -  AW0412
 AW0412  STATE/COUNTY-  TX/HARRIS
 AW0412  USGS QUAD   -  HIGHLANDS (1995)
 AW0412
 AW0412                         *CURRENT SURVEY CONTROL
 AW0412  ___________________________________________________________________
 AW0412* NAD 83(1986)-  29 50 31.     (N)    095 02 58.     (W)     SCALED    
 AW0412* NAVD 88     -        13.650  (meters)      44.78   (feet)  ADJUSTED  
 AW0412  ___________________________________________________________________
 AW0412  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW0412  DYNAMIC HT  -          13.632 (meters)      44.72  (feet)  COMP
 AW0412  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 AW0412
 AW0412  VERT ORDER  -  FIRST     CLASS II
 AW0412
 AW0412.The horizontal coordinates were scaled from a topographic map and have
 AW0412.an estimated accuracy of +/- 6 seconds.
 AW0412
 AW0412.The orthometric height was determined by differential leveling
 AW0412.and adjusted by the National Geodetic Survey in June 1991..
 AW0412
 AW0412.The geoid height was determined by GEOID03.
 AW0412
 AW0412.The dynamic height is computed by dividing the NAVD 88
 AW0412.geopotential number by the normal gravity value computed on the
 AW0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0412.degrees latitude (g = 980.6199 gals.).
 AW0412
 AW0412.The modeled gravity was interpolated from observed gravity values.
 AW0412
 AW0412;                    North         East    Units  Estimated Accuracy
 AW0412;SPC TXSC     - 4,229,060.      981,670.      MT  (+/- 180 meters Scaled)
 AW0412
 AW0412                          SUPERSEDED SURVEY CONTROL
 AW0412
 AW0412  NGVD 29 (12/23/87)   13.649  (m)           44.78   (f) ADJUSTED    1 2
 AW0412
 AW0412.Superseded values are not recommended for survey control.
 AW0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0412.See file dsdata.txt to determine how the superseded data were derived.
 AW0412
 AW0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP020030(NAD 83)
 AW0412_MARKER: DB = BENCH MARK DISK
 AW0412_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0412_SP_SET: HEADWALL
 AW0412_STAMPING: G 1019 1954
 AW0412_MARK LOGO: CGS   
 AW0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0412+STABILITY: SURFACE MOTION
 AW0412
 AW0412  HISTORY     - Date     Condition        Report By
 AW0412  HISTORY     - 1954     MONUMENTED       CGS
 AW0412  HISTORY     - 1964     GOOD             NGS
 AW0412  HISTORY     - 1978     GOOD             NGS
 AW0412  HISTORY     - 1986     GOOD             NGS
 AW0412  HISTORY     - 19940818 GOOD             USPSQD
 AW0412  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW0412
 AW0412                          STATION DESCRIPTION
 AW0412
 AW0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0412'2.3 MI NE FROM HIGHLANDS.
 AW0412'ABOUT 1.75 MILE NORTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE POST
 AW0412'OFFICE AT HIGHLANDS, THENCE 0.55 MILE EAST ALONG THE BARBERS HILL
 AW0412'ROAD, AT A POINT WHERE THE INDUSTRIAL WATER SUPPLY CANAL PASSES UNDER
 AW0412'THE ROAD, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE
 AW0412'CENTER OF THE TOP OF THE CONCRETE RETAINING WALL OF A FLOOD GATE, AND
 AW0412'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
 AW0412
 AW0412                          STATION RECOVERY (1978)
 AW0412
 AW0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0412'RECOVERED IN GOOD CONDITION.
 AW0412
 AW0412                          STATION RECOVERY (1986)
 AW0412
 AW0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0412'RECOVERED IN GOOD CONDITION.
 AW0412
 AW0412                          STATION RECOVERY (1994)
 AW0412
 AW0412'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0412'RECOVERED IN GOOD CONDITION.
 AW0412
 AW0412                          STATION RECOVERY (2004)
 AW0412
 AW0412'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0412'THIS IS NOW A FIELD OF 2 FOOT HIGH SAW GRASS. COULD NOT FIND THE MARK.
 AW0412' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0557 ***********************************************************************
 BY0557  DESIGNATION -  G 102
 BY0557  PID         -  BY0557
 BY0557  STATE/COUNTY-  TX/JASPER
 BY0557  USGS QUAD   -  EBENEZER (1984)
 BY0557
 BY0557                         *CURRENT SURVEY CONTROL
 BY0557  ___________________________________________________________________
 BY0557* NAD 83(1986)-  31 01 16.     (N)    094 10 57.     (W)     SCALED    
 BY0557* NAVD 88     -        49.70   (+/-2cm)     163.1    (feet)  VERTCON   
 BY0557  ___________________________________________________________________
 BY0557  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BY0557
 BY0557  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0557
 BY0557.The horizontal coordinates were scaled from a topographic map and have
 BY0557.an estimated accuracy of +/- 6 seconds.
 BY0557
 BY0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0557.The vertical order pertains to the NGVD 29 superseded value.
 BY0557
 BY0557.The geoid height was determined by GEOID03.
 BY0557
 BY0557;                    North         East    Units  Estimated Accuracy
 BY0557;SPC TX C     - 3,166,380.    1,286,930.      MT  (+/- 180 meters Scaled)
 BY0557
 BY0557                          SUPERSEDED SURVEY CONTROL
 BY0557
 BY0557  NGVD 29 (??/??/92)   49.709  (m)          163.09   (f) ADJ UNCH    2 0
 BY0557
 BY0557.Superseded values are not recommended for survey control.
 BY0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0557.See file dsdata.txt to determine how the superseded data were derived.
 BY0557
 BY0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ871325(NAD 83)
 BY0557_MARKER: DB = BENCH MARK DISK
 BY0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0557_STAMPING: G 102 1952
 BY0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0557+STABILITY: SURFACE MOTION
 BY0557
 BY0557  HISTORY     - Date     Condition        Report By
 BY0557  HISTORY     - 1952     MONUMENTED       CGS
 BY0557  HISTORY     - 1979     GOOD             USGS
 BY0557
 BY0557                          STATION DESCRIPTION
 BY0557
 BY0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0557'15.9 MI NW FROM JASPER.
 BY0557'14.8 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0557'JASPER, THENCE 1.1 MILES NORTHEAST ALONG FARM ROAD 255, 80 FEET SOUTH
 BY0557'OF THE CENTER LINE OF THE ROAD, 63 FEET NORTHEAST OF THE NORTHEAST
 BY0557'CORNER OF A FARMHOUSE, 55 FEET EAST OF A 32 INCH FORKED OAK TREE, 27.8
 BY0557'FEET NORTH OF A PICKET FENCE, 1.5 FEET WEST OF A WIRE FENCE, 1.1 FEET
 BY0557'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0557'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY0557
 BY0557                          STATION RECOVERY (1979)
 BY0557
 BY0557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0557'1.5 MILES W ALONG HWY 190 AND 63 FROM JCT OF HWYS 190, 63 AND 96 AT
 BY0557'THE S EDGE OF JASPER, THENCE 12.8 MILES NW ALONG HWY 63 TO JCT OF HWY
 BY0557'63 AND 255R, THENCE 0.7 MILE S ALONG HWY 255R, THENCE 0.2 MILE SW
 BY0557'ALONG PAVED ROAD, 83 FT SE OF CENTERLINE OF PAVED ROAD, ABOUT 150 FT
 BY0557'NE OF THE NE COR. OF A HOUSE, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0557'PROJECTS 0.2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0380 ***********************************************************************
 AW0380  DESIGNATION -  G 1020
 AW0380  PID         -  AW0380
 AW0380  STATE/COUNTY-  TX/HARRIS
 AW0380  USGS QUAD   -  JACINTO CITY (1982)
 AW0380
 AW0380                         *CURRENT SURVEY CONTROL
 AW0380  ___________________________________________________________________
 AW0380* NAD 83(1986)-  29 49 42.     (N)    095 13 12.     (W)     SCALED    
 AW0380* NAVD 88     -        11.399  (meters)      37.40   (feet)  ADJUSTED  
 AW0380  ___________________________________________________________________
 AW0380  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0380  DYNAMIC HT  -          11.384 (meters)      37.35  (feet)  COMP
 AW0380  MODELED GRAV-     979,293.5   (mgal)                       NAVD 88
 AW0380  OBS GRAVITY -     979,295.1   (mgal)                       GRAV_OBS
 AW0380
 AW0380  VERT ORDER  -  FIRST     CLASS I
 AW0380
 AW0380.The horizontal coordinates were scaled from a topographic map and have
 AW0380.an estimated accuracy of +/- 6 seconds.
 AW0380
 AW0380.The orthometric height was determined by differential leveling
 AW0380.and adjusted by the National Geodetic Survey in June 1991..
 AW0380
 AW0380.The geoid height was determined by GEOID03.
 AW0380
 AW0380.The dynamic height is computed by dividing the NAVD 88
 AW0380.geopotential number by the normal gravity value computed on the
 AW0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0380.degrees latitude (g = 980.6199 gals.).
 AW0380
 AW0380.The modeled gravity was interpolated from observed gravity values.
 AW0380.The observed gravity was obtained from relative gravimeter ties
 AW0380.to the IGSN71 gravity network.
 AW0380
 AW0380;                    North         East    Units  Estimated Accuracy
 AW0380;SPC TXSC     - 4,227,000.      965,240.      MT  (+/- 180 meters Scaled)
 AW0380
 AW0380                          SUPERSEDED SURVEY CONTROL
 AW0380
 AW0380  NGVD 29 (12/23/87)   11.397  (m)           37.39   (f) ADJUSTED    1 1
 AW0380
 AW0380.Superseded values are not recommended for survey control.
 AW0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0380.See file dsdata.txt to determine how the superseded data were derived.
 AW0380
 AW0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP854018(NAD 83)
 AW0380_MARKER: DB = BENCH MARK DISK
 AW0380_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0380_SP_SET: HEADWALL
 AW0380_STAMPING: G 1020 1954
 AW0380_MARK LOGO: CGS   
 AW0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0380+STABILITY: SURFACE MOTION
 AW0380
 AW0380  HISTORY     - Date     Condition        Report By
 AW0380  HISTORY     - 1954     MONUMENTED       CGS
 AW0380  HISTORY     - 1972     GOOD             NGS
 AW0380  HISTORY     - 1978     POOR             NGS
 AW0380  HISTORY     - 1983     POOR             NGS
 AW0380  HISTORY     - 1986     GOOD             NGS
 AW0380  HISTORY     - 1987     POOR             USPSQD
 AW0380  HISTORY     - 1988     POOR             USPSQD
 AW0380  HISTORY     - 19940911 POOR             USPSQD
 AW0380
 AW0380                          STATION DESCRIPTION
 AW0380
 AW0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0380'6.25 MI SW FROM SHELDON.
 AW0380'ABOUT 6.25 MILES SOUTHWEST ALONG US HIGHWAY 90 FROM THE INTERSECTION
 AW0380'OF SHELDON ROAD, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 AW0380'HEADWALL OF A 24-INCH PIPE CULVERT UNDER A PRIVATE ROAD LEADING
 AW0380'SOUTHEAST TO THE HOUSTON LIGHTING AND POWER COMPANY, 51 FEET SOUTHEAST
 AW0380'OF THE CENTER LINE OF THE HIGHWAY, 23.8 FEET NORTHEAST OF THE CENTER
 AW0380'LINE OF THE PRIVATE ROAD, 7 FEET WEST OF POWER POLE 12200, 1.1 FEET
 AW0380'NORTH OF THE SOUTH END OF THE EAST HEADWALL, AND 0.5 FOOT ABOVE THE
 AW0380'LEVEL OF THE HIGHWAY.
 AW0380
 AW0380                          STATION RECOVERY (1978)
 AW0380
 AW0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0380'MARK RECOVERED IN POOR CONDITION.
 AW0380
 AW0380                          STATION RECOVERY (1983)
 AW0380
 AW0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0380'RECOVERED IN POOR CONDITION, THE STAMPING IS ILLEGIBLE.
 AW0380
 AW0380                          STATION RECOVERY (1986)
 AW0380
 AW0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0380'RECOVERED IN GOOD CONDITION.
 AW0380
 AW0380                          STATION RECOVERY (1987)
 AW0380
 AW0380'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0380'MARK RECOVERED IN POOR CONDITION.
 AW0380
 AW0380                          STATION RECOVERY (1988)
 AW0380
 AW0380'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0380'MARK RECOVERED IN POOR CONDITION.
 AW0380
 AW0380                          STATION RECOVERY (1994)
 AW0380
 AW0380'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0380'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0026 ***********************************************************************
 CR0026  DESIGNATION -  G 1022
 CR0026  PID         -  CR0026
 CR0026  STATE/COUNTY-  TX/HARRISON
 CR0026  USGS QUAD   -  KARNACK (1978)
 CR0026
 CR0026                         *CURRENT SURVEY CONTROL
 CR0026  ___________________________________________________________________
 CR0026* NAD 83(1986)-  32 42 18.     (N)    094 13 59.     (W)     SCALED    
 CR0026* NAVD 88     -        63.776  (meters)     209.24   (feet)  ADJUSTED  
 CR0026  ___________________________________________________________________
 CR0026  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0026  DYNAMIC HT  -          63.704 (meters)     209.00  (feet)  COMP
 CR0026  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 CR0026
 CR0026  VERT ORDER  -  FIRST     CLASS II
 CR0026
 CR0026.The horizontal coordinates were scaled from a topographic map and have
 CR0026.an estimated accuracy of +/- 6 seconds.
 CR0026
 CR0026.The orthometric height was determined by differential leveling
 CR0026.and adjusted by the National Geodetic Survey in June 1991..
 CR0026
 CR0026.The geoid height was determined by GEOID03.
 CR0026
 CR0026.The dynamic height is computed by dividing the NAVD 88
 CR0026.geopotential number by the normal gravity value computed on the
 CR0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0026.degrees latitude (g = 980.6199 gals.).
 CR0026
 CR0026.The modeled gravity was interpolated from observed gravity values.
 CR0026
 CR0026;                    North         East    Units  Estimated Accuracy
 CR0026;SPC TXNC     - 2,123,260.      999,930.      MT  (+/- 180 meters Scaled)
 CR0026
 CR0026                          SUPERSEDED SURVEY CONTROL
 CR0026
 CR0026  NGVD 29 (??/??/92)   63.837  (m)          209.44   (f) ADJ UNCH    1 2
 CR0026
 CR0026.Superseded values are not recommended for survey control.
 CR0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0026.See file dsdata.txt to determine how the superseded data were derived.
 CR0026
 CR0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS844192(NAD 83)
 CR0026_MARKER: DB = BENCH MARK DISK
 CR0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0026_STAMPING: G 1022 1954
 CR0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0026+STABILITY: SURFACE MOTION
 CR0026
 CR0026  HISTORY     - Date     Condition        Report By
 CR0026  HISTORY     - 1954     MONUMENTED       CGS
 CR0026  HISTORY     - 19870104 MARK NOT FOUND   USPSQD
 CR0026  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0026  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0026
 CR0026                          STATION DESCRIPTION
 CR0026
 CR0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0026'4.65 MI NW FROM KARNACK.
 CR0026'4.65 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0026'THE STATION AT KARNACK, AT THE CROSSING OF FARM ROAD 134, 70 FEET
 CR0026'NORTHEAST OF THE NORTHEAST RAIL, 44 FEET NORTH OF THE CENTER LINE OF
 CR0026'THE FARM ROAD, 21 FEET SOUTHEAST OF A 22 INCH OAK TREE, 4.7 FEET
 CR0026'NORTHEAST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 1.8 FEET EAST OF
 CR0026'A WITNESS POST, 1.5 FEET SOUTH OF A FENCE, SET IN THE TOP OF A
 CR0026'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CR0026
 CR0026                          STATION RECOVERY (1987)
 CR0026
 CR0026'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CR0026'MARK NOT FOUND.
 CR0026
 CR0026                          STATION RECOVERY (1998)
 CR0026
 CR0026'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0026'MARK NOT FOUND.
 CR0026
 CR0026                          STATION RECOVERY (2003)
 CR0026
 CR0026'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1574 ***********************************************************************
 BL1574  DESIGNATION -  G 1023
 BL1574  PID         -  BL1574
 BL1574  STATE/COUNTY-  TX/HARRIS
 BL1574  USGS QUAD   -  HOCKLEY (1980)
 BL1574
 BL1574                         *CURRENT SURVEY CONTROL
 BL1574  ___________________________________________________________________
 BL1574* NAD 83(1986)-  30 03 16.     (N)    095 50 30.     (W)     SCALED    
 BL1574* NAVD 88     -        74.33   (+/-2cm)     243.9    (feet)  VERTCON   
 BL1574  ___________________________________________________________________
 BL1574  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1574
 BL1574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1574
 BL1574.The horizontal coordinates were scaled from a topographic map and have
 BL1574.an estimated accuracy of +/- 6 seconds.
 BL1574
 BL1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1574.The vertical order pertains to the NGVD 29 superseded value.
 BL1574
 BL1574.The geoid height was determined by GEOID03.
 BL1574
 BL1574;                    North         East    Units  Estimated Accuracy
 BL1574;SPC TXSC     - 4,250,280.      904,520.      MT  (+/- 180 meters Scaled)
 BL1574
 BL1574                          SUPERSEDED SURVEY CONTROL
 BL1574
 BL1574  NGVD 29 (??/??/92)   74.325  (m)          243.85   (f) ADJ UNCH    2 0
 BL1574
 BL1574.Superseded values are not recommended for survey control.
 BL1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1574.See file dsdata.txt to determine how the superseded data were derived.
 BL1574
 BL1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP260282(NAD 83)
 BL1574_MARKER: DB = BENCH MARK DISK
 BL1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1574_STAMPING: G 1023 1954
 BL1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1574+STABILITY: SURFACE MOTION
 BL1574
 BL1574  HISTORY     - Date     Condition        Report By
 BL1574  HISTORY     - 1954     MONUMENTED       CGS
 BL1574  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1574  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1574  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 BL1574  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 BL1574
 BL1574                          STATION DESCRIPTION
 BL1574
 BL1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1574'1.9 MI N FROM HOCKLEY.
 BL1574'1.9 MILES NORTH ALONG HEGAR ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1574'RAILROAD STATION AT HOCKLEY, 48 FEET NORTH OF THE CENTER LINE OF AN
 BL1574'IRRIGATION DITCH LEADING WEST, 32 FEET WEST OF THE CENTER LINE OF
 BL1574'HEGAR ROAD, 5.3 MILES NORTHWEST OF A FENCE CORNER, 2.5 FEET WEST OF A
 BL1574'FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BL1574'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL1574
 BL1574                          STATION RECOVERY (1973)
 BL1574
 BL1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1574'MARK NOT FOUND.
 BL1574
 BL1574                          STATION RECOVERY (1987)
 BL1574
 BL1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1574'MARK NOT FOUND.
 BL1574
 BL1574                          STATION RECOVERY (1994)
 BL1574
 BL1574'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1574'MARK NOT FOUND.
 BL1574
 BL1574                          STATION RECOVERY (2004)
 BL1574
 BL1574'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 BL1574'CONSTRUCTION WORK TO BURY FIBER OPTIC CABLE PROBALBY DESTROYED THIS
 BL1574'BENCH MARK.  WARNING POST FOR BURIED CABLE ALMOST AT THE EXACT SPOT
 BL1574'WHERE I EXPECTED TO FIND THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0280 ***********************************************************************
 CR0280  DESIGNATION -  G 1025
 CR0280  PID         -  CR0280
 CR0280  STATE/COUNTY-  TX/WOOD
 CR0280  USGS QUAD   -  WINNSBORO (1980)
 CR0280
 CR0280                         *CURRENT SURVEY CONTROL
 CR0280  ___________________________________________________________________
 CR0280* NAD 83(1986)-  32 57 29.     (N)    095 17 43.     (W)     SCALED    
 CR0280* NAVD 88     -       158.671  (meters)     520.57   (feet)  ADJUSTED  
 CR0280  ___________________________________________________________________
 CR0280  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CR0280  DYNAMIC HT  -         158.493 (meters)     519.99  (feet)  COMP
 CR0280  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 CR0280
 CR0280  VERT ORDER  -  FIRST     CLASS II
 CR0280
 CR0280.The horizontal coordinates were scaled from a topographic map and have
 CR0280.an estimated accuracy of +/- 6 seconds.
 CR0280
 CR0280.The orthometric height was determined by differential leveling
 CR0280.and adjusted by the National Geodetic Survey in June 1991..
 CR0280
 CR0280.The geoid height was determined by GEOID03.
 CR0280
 CR0280.The dynamic height is computed by dividing the NAVD 88
 CR0280.geopotential number by the normal gravity value computed on the
 CR0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0280.degrees latitude (g = 980.6199 gals.).
 CR0280
 CR0280.The modeled gravity was interpolated from observed gravity values.
 CR0280
 CR0280;                    North         East    Units  Estimated Accuracy
 CR0280;SPC TXNC     - 2,147,770.      899,550.      MT  (+/- 180 meters Scaled)
 CR0280
 CR0280                          SUPERSEDED SURVEY CONTROL
 CR0280
 CR0280  NGVD 29 (??/??/92)  158.674  (m)          520.58   (f) ADJ UNCH    1 2
 CR0280
 CR0280.Superseded values are not recommended for survey control.
 CR0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0280.See file dsdata.txt to determine how the superseded data were derived.
 CR0280
 CR0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS854489(NAD 83)
 CR0280_MARKER: DB = BENCH MARK DISK
 CR0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0280_STAMPING: G 1025 1954
 CR0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0280+STABILITY: SURFACE MOTION
 CR0280
 CR0280  HISTORY     - Date     Condition        Report By
 CR0280  HISTORY     - 1954     MONUMENTED       CGS
 CR0280  HISTORY     - 1959     GOOD             NGS
 CR0280  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CR0280
 CR0280                          STATION DESCRIPTION
 CR0280
 CR0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0280'0.3 MI W FROM WINNSBORO.
 CR0280'0.3 MILE WEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0280'STATION AT WINNSBORO, 20.3 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 CR0280'TRACK, 47 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A LONG SHEET METAL
 CR0280'BUILDING, 12.3 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 8.5 FEET
 CR0280'WEST OF MILEPOST T - 118, 3 FEET EAST OF A WITNESS POST, SET IN THE
 CR0280'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CR0280
 CR0280                          STATION RECOVERY (1959)
 CR0280
 CR0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CR0280'RECOVERED IN GOOD CONDITION.
 CR0280
 CR0280                          STATION RECOVERY (1995)
 CR0280
 CR0280'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2217 ***********************************************************************
 AW2217  DESIGNATION -  G 1026
 AW2217  PID         -  AW2217
 AW2217  STATE/COUNTY-  TX/WALLER
 AW2217  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2217
 AW2217                         *CURRENT SURVEY CONTROL
 AW2217  ___________________________________________________________________
 AW2217* NAD 83(1986)-  29 58 40.     (N)    095 54 28.     (W)     SCALED    
 AW2217* NAVD 88     -        60.60   (+/-2cm)     198.8    (feet)  VERTCON   
 AW2217  ___________________________________________________________________
 AW2217  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW2217
 AW2217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2217
 AW2217.The horizontal coordinates were scaled from a topographic map and have
 AW2217.an estimated accuracy of +/- 6 seconds.
 AW2217
 AW2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2217.The vertical order pertains to the NGVD 29 superseded value.
 AW2217
 AW2217.The geoid height was determined by GEOID03.
 AW2217
 AW2217;                    North         East    Units  Estimated Accuracy
 AW2217;SPC TXSC     - 4,241,610.      898,370.      MT  (+/- 180 meters Scaled)
 AW2217
 AW2217                          SUPERSEDED SURVEY CONTROL
 AW2217
 AW2217  NGVD 29 (??/??/92)   60.59   (m)          198.8    (f) COMPUTED    2 0
 AW2217
 AW2217.Superseded values are not recommended for survey control.
 AW2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2217.See file dsdata.txt to determine how the superseded data were derived.
 AW2217
 AW2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP194198(NAD 83)
 AW2217_MARKER: DB = BENCH MARK DISK
 AW2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2217_STAMPING: G 1026 1954
 AW2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2217+STABILITY: SURFACE MOTION
 AW2217
 AW2217  HISTORY     - Date     Condition        Report By
 AW2217  HISTORY     - 1954     MONUMENTED       CGS
 AW2217  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2217  HISTORY     - 20041014 MARK NOT FOUND   USPSQD
 AW2217
 AW2217                          STATION DESCRIPTION
 AW2217
 AW2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW2217'6.15 MI S FROM WALLER.
 AW2217'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW2217'RAILROAD STATION AT WALLER, THENCE 5.0 MILES SOUTH ALONG MATHIS ROAD,
 AW2217'0.1 MILE SOUTH OF A SMALL WOODEN BRIDGE, 35 FEET WEST OF THE CENTER
 AW2217'LINE OF MATHIS ROAD, 0.6 FOOT EAST OF A FENCE, 2.2 FEET SOUTH OF A
 AW2217'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AW2217'FOOT ABOVE THE GROUND.
 AW2217
 AW2217                          STATION RECOVERY (1978)
 AW2217
 AW2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2217'NOT RECOVERED.  NOTE=DESCRIPTION VERY VAGUE.
 AW2217
 AW2217                          STATION RECOVERY (2004)
 AW2217
 AW2217'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0245 ***********************************************************************
 AX0245  DESIGNATION -  G 1027
 AX0245  PID         -  AX0245
 AX0245  STATE/COUNTY-  TX/AUSTIN
 AX0245  USGS QUAD   -  BURLEIGH (1981)
 AX0245
 AX0245                         *CURRENT SURVEY CONTROL
 AX0245  ___________________________________________________________________
 AX0245* NAD 83(1986)-  29 55 08.     (N)    096 08 50.     (W)     SCALED    
 AX0245* NAVD 88     -        60.07   (+/-2cm)     197.1    (feet)  VERTCON   
 AX0245  ___________________________________________________________________
 AX0245  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0245
 AX0245  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0245
 AX0245.The horizontal coordinates were scaled from a topographic map and have
 AX0245.an estimated accuracy of +/- 6 seconds.
 AX0245
 AX0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0245.The vertical order pertains to the NGVD 29 superseded value.
 AX0245
 AX0245.The geoid height was determined by GEOID03.
 AX0245
 AX0245;                    North         East    Units  Estimated Accuracy
 AX0245;SPC TXSC     - 4,234,500.      875,430.      MT  (+/- 180 meters Scaled)
 AX0245
 AX0245                          SUPERSEDED SURVEY CONTROL
 AX0245
 AX0245  NGVD 29 (??/??/92)   60.056  (m)          197.03   (f) ADJ UNCH    2 0
 AX0245
 AX0245.Superseded values are not recommended for survey control.
 AX0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0245.See file dsdata.txt to determine how the superseded data were derived.
 AX0245
 AX0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU754132(NAD 83)
 AX0245_MARKER: DB = BENCH MARK DISK
 AX0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0245_STAMPING: G 1027 1954
 AX0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0245+STABILITY: SURFACE MOTION
 AX0245
 AX0245  HISTORY     - Date     Condition        Report By
 AX0245  HISTORY     - 1954     MONUMENTED       CGS
 AX0245  HISTORY     - 1967     GOOD             NGS
 AX0245  HISTORY     - 1988     GOOD             USPSQD
 AX0245  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 AX0245
 AX0245                          STATION DESCRIPTION
 AX0245
 AX0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 AX0245'7.6 MI N FROM PETERS.
 AX0245'ABOUT 1.6 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE
 AX0245'RAILROAD AT PETERS TO THE JUNCTION OF STATE HIGHWAY 36 AND FARM ROAD
 AX0245'331, THENCE 6.1 MILES NORTH ALONG FARM ROAD 331 TO SITE OF BENCH MARK,
 AX0245'39 FEET NORTH OF CENTER OF FARM ROAD 331, ABOUT 50 FEET NORTHWEST FROM
 AX0245'WHERE FARM ROAD 331 LEADS SOUTH, ABOUT 20 FEET WEST OF A PRIVATE ROAD
 AX0245'LEADING NORTH, 3 FEET SOUTH OF FENCE AND A METAL WITNESS POST. A C AND
 AX0245'GS BENCH MARK DISK SET IN A CONCRETE POST WHICH PROJECTS 2 INCHES
 AX0245'ABOVE SURFACE OF GROUND.
 AX0245
 AX0245                          STATION RECOVERY (1988)
 AX0245
 AX0245'RECOVERY NOTE BY US POWER SQUADRON 1988 (GPH)
 AX0245'RECOVERED IN GOOD CONDITION.
 AX0245
 AX0245                          STATION RECOVERY (1999)
 AX0245
 AX0245'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0217 ***********************************************************************
 AX0217  DESIGNATION -  G 1028
 AX0217  PID         -  AX0217
 AX0217  STATE/COUNTY-  TX/WALLER
 AX0217  USGS QUAD   -  SUNNY SIDE (1980)
 AX0217
 AX0217                         *CURRENT SURVEY CONTROL
 AX0217  ___________________________________________________________________
 AX0217* NAD 83(1986)-  29 55 39.     (N)    096 01 39.     (W)     SCALED    
 AX0217* NAVD 88     -        51.71   (+/-2cm)     169.7    (feet)  VERTCON   
 AX0217  ___________________________________________________________________
 AX0217  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0217
 AX0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0217
 AX0217.The horizontal coordinates were scaled from a topographic map and have
 AX0217.an estimated accuracy of +/- 6 seconds.
 AX0217
 AX0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0217.The vertical order pertains to the NGVD 29 superseded value.
 AX0217
 AX0217.The geoid height was determined by GEOID03.
 AX0217
 AX0217;                    North         East    Units  Estimated Accuracy
 AX0217;SPC TXSC     - 4,235,740.      886,960.      MT  (+/- 180 meters Scaled)
 AX0217
 AX0217                          SUPERSEDED SURVEY CONTROL
 AX0217
 AX0217  NGVD 29 (??/??/92)   51.691  (m)          169.59   (f) ADJ UNCH    2 0
 AX0217
 AX0217.Superseded values are not recommended for survey control.
 AX0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0217.See file dsdata.txt to determine how the superseded data were derived.
 AX0217
 AX0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU869144(NAD 83)
 AX0217_MARKER: DB = BENCH MARK DISK
 AX0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0217_STAMPING: G 1028 1954
 AX0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0217+STABILITY: SURFACE MOTION
 AX0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0217+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AX0217
 AX0217  HISTORY     - Date     Condition        Report By
 AX0217  HISTORY     - 1954     MONUMENTED       CGS
 AX0217  HISTORY     - 20041016 GOOD             USPSQD
 AX0217
 AX0217                          STATION DESCRIPTION
 AX0217
 AX0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0217'13.25 MI S FROM HEMPSTEAD.
 AX0217'2.45 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 AX0217'HEMPSTEAD, THENCE 10.8 MILES SOUTH ALONG FARM ROAD 359, 48 FEET WEST
 AX0217'OF THE CENTER LINE OF THE FARM ROAD, 2.6 FEET EAST OF A FENCE, 2.8
 AX0217'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AX0217'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AX0217
 AX0217                          STATION RECOVERY (2004)
 AX0217
 AX0217'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0217'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0157 ***********************************************************************
 BM0157  DESIGNATION -  G 1029
 BM0157  PID         -  BM0157
 BM0157  STATE/COUNTY-  TX/WALLER
 BM0157  USGS QUAD   -  HEMPSTEAD (1980)
 BM0157
 BM0157                         *CURRENT SURVEY CONTROL
 BM0157  ___________________________________________________________________
 BM0157* NAD 83(1986)-  30 03 35.     (N)    096 06 11.     (W)     SCALED    
 BM0157* NAVD 88     -        57.55   (+/-2cm)     188.8    (feet)  VERTCON   
 BM0157  ___________________________________________________________________
 BM0157  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BM0157
 BM0157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0157
 BM0157.The horizontal coordinates were scaled from a topographic map and have
 BM0157.an estimated accuracy of +/- 6 seconds.
 BM0157
 BM0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0157.The vertical order pertains to the NGVD 29 superseded value.
 BM0157
 BM0157.The geoid height was determined by GEOID03.
 BM0157
 BM0157;                    North         East    Units  Estimated Accuracy
 BM0157;SPC TXSC     - 4,250,210.      879,300.      MT  (+/- 180 meters Scaled)
 BM0157
 BM0157                          SUPERSEDED SURVEY CONTROL
 BM0157
 BM0157  NGVD 29 (??/??/92)   57.534  (m)          188.76   (f) ADJ UNCH    2 0
 BM0157
 BM0157.Superseded values are not recommended for survey control.
 BM0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0157.See file dsdata.txt to determine how the superseded data were derived.
 BM0157
 BM0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU792289(NAD 83)
 BM0157_MARKER: DB = BENCH MARK DISK
 BM0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0157_STAMPING: G 1029 1954
 BM0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0157+STABILITY: SURFACE MOTION
 BM0157
 BM0157  HISTORY     - Date     Condition        Report By
 BM0157  HISTORY     - 1954     MONUMENTED       CGS
 BM0157  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0157  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BM0157
 BM0157                          STATION DESCRIPTION
 BM0157
 BM0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0157'3.35 MI S FROM HEMPSTEAD.
 BM0157'3.35 MILES SOUTH ALONG STATE HIGHWAY 159 FROM THE COURTHOUSE AT
 BM0157'HEMPSTEAD, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET
 BM0157'WEST OF A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BM0157'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0157
 BM0157                          STATION RECOVERY (1999)
 BM0157
 BM0157'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0157'MARK NOT FOUND.
 BM0157
 BM0157                          STATION RECOVERY (2005)
 BM0157
 BM0157'RECOVERY NOTE BY US POWER SQUADRON 2005 (CG)
 BM0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0009 ***********************************************************************
 BO0009  DESIGNATION -  G 103
 BO0009  PID         -  BO0009
 BO0009  STATE/COUNTY-  TX/SUTTON
 BO0009  USGS QUAD   -  ROOSEVELT (1987)
 BO0009
 BO0009                         *CURRENT SURVEY CONTROL
 BO0009  ___________________________________________________________________
 BO0009* NAD 83(1986)-  30 26 54.     (N)    100 06 59.     (W)     SCALED    
 BO0009* NAVD 88     -       670.516  (meters)    2199.85   (feet)  POSTED    
 BO0009  ___________________________________________________________________
 BO0009  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BO0009  DYNAMIC HT  -         669.550 (meters)    2196.68  (feet)  COMP
 BO0009  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 BO0009
 BO0009  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BO0009
 BO0009.The horizontal coordinates were scaled from a topographic map and have
 BO0009.an estimated accuracy of +/- 6 seconds.
 BO0009
 BO0009.The orthometric height was determined by differential leveling
 BO0009.and adjusted by the National Geodetic Survey in 1992..
 BO0009.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BO0009.rate of 1.1 thru 2.0 mm/km.
 BO0009
 BO0009.The geoid height was determined by GEOID03.
 BO0009
 BO0009.The dynamic height is computed by dividing the NAVD 88
 BO0009.geopotential number by the normal gravity value computed on the
 BO0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0009.degrees latitude (g = 980.6199 gals.).
 BO0009
 BO0009.The modeled gravity was interpolated from observed gravity values.
 BO0009
 BO0009;                    North         East    Units  Estimated Accuracy
 BO0009;SPC TX C     - 3,086,670.      720,840.      MT  (+/- 180 meters Scaled)
 BO0009
 BO0009                          SUPERSEDED SURVEY CONTROL
 BO0009
 BO0009  NGVD 29 (??/??/92)  670.432  (m)         2199.58   (f) ADJ UNCH    1 2
 BO0009
 BO0009.Superseded values are not recommended for survey control.
 BO0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0009.See file dsdata.txt to determine how the superseded data were derived.
 BO0009
 BO0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU928689(NAD 83)
 BO0009_MARKER: DB = BENCH MARK DISK
 BO0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0009_STAMPING: G 103 1932
 BO0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0009+STABILITY: SURFACE MOTION
 BO0009
 BO0009  HISTORY     - Date     Condition        Report By
 BO0009  HISTORY     - 1932     MONUMENTED       CGS
 BO0009  HISTORY     - 1958     GOOD             NGS
 BO0009
 BO0009                          STATION DESCRIPTION
 BO0009
 BO0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0009'24.6 MI W FROM JUNCTION.
 BO0009'ABOUT 23.3 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0009'JUNCTION, THENCE 1.3 MILES SOUTH ALONG A DIRT ROAD AT THE JUNCTION OF
 BO0009'OLD HIGHWAY 290.  41 FEET NORTHWEST OF THE CENTER LINE OF THE OLD
 BO0009'HIGHWAY, 192 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY AND
 BO0009'THE DIRT ROAD LEADING NORTH, 27 1/2 FEET NORTHWEST OF A FENCE LINE, 1
 BO0009'1/2 FEET NORTHEAST OF A CONCRETE WITNESS POST, AND IN A CONCRETE POST
 BO0009'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0078 ***********************************************************************
 BM0078  DESIGNATION -  G 1030
 BM0078  PID         -  BM0078
 BM0078  STATE/COUNTY-  TX/WALLER
 BM0078  USGS QUAD   -  HOWTH (1979)
 BM0078
 BM0078                         *CURRENT SURVEY CONTROL
 BM0078  ___________________________________________________________________
 BM0078* NAD 83(1986)-  30 09 09.     (N)    096 04 15.     (W)     SCALED    
 BM0078* NAVD 88     -        80.04   (+/-2cm)     262.6    (feet)  VERTCON   
 BM0078  ___________________________________________________________________
 BM0078  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BM0078
 BM0078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0078
 BM0078.The horizontal coordinates were scaled from a topographic map and have
 BM0078.an estimated accuracy of +/- 6 seconds.
 BM0078
 BM0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0078.The vertical order pertains to the NGVD 29 superseded value.
 BM0078
 BM0078.The geoid height was determined by GEOID03.
 BM0078
 BM0078;                    North         East    Units  Estimated Accuracy
 BM0078;SPC TXSC     - 4,260,570.      882,150.      MT  (+/- 180 meters Scaled)
 BM0078
 BM0078                          SUPERSEDED SURVEY CONTROL
 BM0078
 BM0078  NGVD 29 (??/??/92)   80.025  (m)          262.55   (f) ADJ UNCH    2 0
 BM0078
 BM0078.Superseded values are not recommended for survey control.
 BM0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0078.See file dsdata.txt to determine how the superseded data were derived.
 BM0078
 BM0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU821393(NAD 83)
 BM0078_MARKER: DB = BENCH MARK DISK
 BM0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0078_STAMPING: G 1030 1954
 BM0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0078+STABILITY: SURFACE MOTION
 BM0078
 BM0078  HISTORY     - Date     Condition        Report By
 BM0078  HISTORY     - 1954     MONUMENTED       CGS
 BM0078  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0078
 BM0078                          STATION DESCRIPTION
 BM0078
 BM0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0078'0.4 MI S FROM HOWTH.
 BM0078'0.4 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0078'STATION SIGN AT HOWTH, 16 FEET WEST OF THE WEST RAIL, 32 FEET EAST OF
 BM0078'THE CENTER LINE OF A GRAVELED ROAD, 2.6 FEET SOUTH OF A WITNESS POST,
 BM0078'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 BM0078'GROUND.
 BM0078
 BM0078                          STATION RECOVERY (1991)
 BM0078
 BM0078'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0201 ***********************************************************************
 AX0201  DESIGNATION -  G 1031
 AX0201  PID         -  AX0201
 AX0201  STATE/COUNTY-  TX/AUSTIN
 AX0201  USGS QUAD   -  BELLVILLE (1981)
 AX0201
 AX0201                         *CURRENT SURVEY CONTROL
 AX0201  ___________________________________________________________________
 AX0201* NAD 83(1986)-  29 56 10.     (N)    096 15 01.     (W)     SCALED    
 AX0201* NAVD 88     -        65.21   (+/-2cm)     213.9    (feet)  VERTCON   
 AX0201  ___________________________________________________________________
 AX0201  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0201
 AX0201  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0201
 AX0201.The horizontal coordinates were scaled from a topographic map and have
 AX0201.an estimated accuracy of +/- 6 seconds.
 AX0201
 AX0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0201.The vertical order pertains to the NGVD 29 superseded value.
 AX0201
 AX0201.The geoid height was determined by GEOID03.
 AX0201
 AX0201;                    North         East    Units  Estimated Accuracy
 AX0201;SPC TXSC     - 4,236,170.      865,430.      MT  (+/- 180 meters Scaled)
 AX0201
 AX0201                          SUPERSEDED SURVEY CONTROL
 AX0201
 AX0201  NGVD 29 (??/??/92)   65.189  (m)          213.87   (f) ADJ UNCH    2 0
 AX0201
 AX0201.Superseded values are not recommended for survey control.
 AX0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0201.See file dsdata.txt to determine how the superseded data were derived.
 AX0201
 AX0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU654148(NAD 83)
 AX0201_MARKER: DB = BENCH MARK DISK
 AX0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0201_SP_SET: CULVERT
 AX0201_STAMPING: G 1031 1954
 AX0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0201
 AX0201  HISTORY     - Date     Condition        Report By
 AX0201  HISTORY     - 1954     MONUMENTED       CGS
 AX0201  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX0201  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 AX0201  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 AX0201
 AX0201                          STATION DESCRIPTION
 AX0201
 AX0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0201'1.0 MI SE FROM BELLVILLE.
 AX0201'1.0 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AX0201'THE STATION AT BELLVILLE, 99.5 FEET WEST OF THE WEST RAIL OF THE WEST
 AX0201'TRACK, 13.3 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 36, SET IN
 AX0201'THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 AX0201'NOTE-- THE ADJACENT HIGHWAY HAS BEEN WIDENED AND THE CONCRETE CULVERT
 AX0201'IN WHICH THE TABLET WAS PLACED HAS BEEN REMOVED.
 AX0201
 AX0201                          STATION RECOVERY (1961)
 AX0201
 AX0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX0201'MARK NOT FOUND.
 AX0201
 AX0201                          STATION RECOVERY (1999)
 AX0201
 AX0201'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0201'MARK NOT FOUND.
 AX0201
 AX0201                          STATION RECOVERY (2004)
 AX0201
 AX0201'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1546 ***********************************************************************
 BL1546  DESIGNATION -  G 1032
 BL1546  PID         -  BL1546
 BL1546  STATE/COUNTY-  TX/WALLER
 BL1546  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1546
 BL1546                         *CURRENT SURVEY CONTROL
 BL1546  ___________________________________________________________________
 BL1546* NAD 83(1986)-  30 07 47.     (N)    095 51 19.     (W)     SCALED    
 BL1546* NAVD 88     -        83.44   (+/-2cm)     273.8    (feet)  VERTCON   
 BL1546  ___________________________________________________________________
 BL1546  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1546
 BL1546  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1546
 BL1546.The horizontal coordinates were scaled from a topographic map and have
 BL1546.an estimated accuracy of +/- 6 seconds.
 BL1546
 BL1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1546.The vertical order pertains to the NGVD 29 superseded value.
 BL1546
 BL1546.The geoid height was determined by GEOID03.
 BL1546
 BL1546;                    North         East    Units  Estimated Accuracy
 BL1546;SPC TXSC     - 4,258,580.      902,980.      MT  (+/- 180 meters Scaled)
 BL1546
 BL1546                          SUPERSEDED SURVEY CONTROL
 BL1546
 BL1546  NGVD 29 (??/??/92)   83.426  (m)          273.71   (f) ADJ UNCH    2 0
 BL1546
 BL1546.Superseded values are not recommended for survey control.
 BL1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1546.See file dsdata.txt to determine how the superseded data were derived.
 BL1546
 BL1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP249366(NAD 83)
 BL1546_MARKER: DB = BENCH MARK DISK
 BL1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1546_STAMPING: G 1032 1954
 BL1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1546+STABILITY: SURFACE MOTION
 BL1546
 BL1546  HISTORY     - Date     Condition        Report By
 BL1546  HISTORY     - 1954     MONUMENTED       CGS
 BL1546  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1546  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1546
 BL1546                          STATION DESCRIPTION
 BL1546
 BL1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1546'12.45 MI NE FROM WALLER.
 BL1546'0.35 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1546'RAILROAD STATION AT WALLER, THENCE 4.8 MILES NORTH ALONG THE FIELDS
 BL1546'STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER ROAD, THENCE 2.0 MILES
 BL1546'NORTH ALONG THE FIELDS, STORE ROAD, THENCE 1.1 MILES EAST ALONG A DIRT
 BL1546'ROAD, THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.2 MILE EAST
 BL1546'ALONG A DIRT ROAD, THENCE 0.45 MILE SOUTH ALONG A DIRT ROAD, THENCE
 BL1546'0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT
 BL1546'ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 1.45 MILES
 BL1546'SOUTHEAST ALONG A DIRT ROAD, THENCE 0.65 MILE EAST ALONG A DIRT ROAD,
 BL1546'15 FEET NORTH OF THE CENTER LINE OF A ROAD, 13 FEET WEST OF THE CENTER
 BL1546'OF A WIRE GATE, 30 FEET NORTHEAST OF THE CENTER LINE OF A LANE LEADING
 BL1546'SOUTH, 1 FOOT SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, SET
 BL1546'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BL1546
 BL1546                          STATION RECOVERY (1978)
 BL1546
 BL1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1546'NOT RECOVERED.  NOTE=ROAD HAS BEEN WIDENED AND CABLES PUT IN.
 BL1546
 BL1546                          STATION RECOVERY (1987)
 BL1546
 BL1546'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1524 ***********************************************************************
 BL1524  DESIGNATION -  G 1033
 BL1524  PID         -  BL1524
 BL1524  STATE/COUNTY-  TX/GRIMES
 BL1524  USGS QUAD   -  STONEHAM (1961)
 BL1524
 BL1524                         *CURRENT SURVEY CONTROL
 BL1524  ___________________________________________________________________
 BL1524* NAD 83(1986)-  30 16 13.     (N)    095 56 31.     (W)     SCALED    
 BL1524* NAVD 88     -       100.78   (+/-2cm)     330.6    (feet)  VERTCON   
 BL1524  ___________________________________________________________________
 BL1524  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL1524
 BL1524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1524
 BL1524.The horizontal coordinates were scaled from a topographic map and have
 BL1524.an estimated accuracy of +/- 6 seconds.
 BL1524
 BL1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1524.The vertical order pertains to the NGVD 29 superseded value.
 BL1524
 BL1524.The geoid height was determined by GEOID03.
 BL1524
 BL1524;                    North         East    Units  Estimated Accuracy
 BL1524;SPC TX C     - 3,075,250.    1,122,430.      MT  (+/- 180 meters Scaled)
 BL1524
 BL1524                          SUPERSEDED SURVEY CONTROL
 BL1524
 BL1524  NGVD 29 (??/??/92)  100.758  (m)          330.57   (f) ADJ UNCH    2 0
 BL1524
 BL1524.Superseded values are not recommended for survey control.
 BL1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1524.See file dsdata.txt to determine how the superseded data were derived.
 BL1524
 BL1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP169524(NAD 83)
 BL1524_MARKER: DB = BENCH MARK DISK
 BL1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1524_STAMPING: G 1033 1954
 BL1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1524+STABILITY: SURFACE MOTION
 BL1524
 BL1524  HISTORY     - Date     Condition        Report By
 BL1524  HISTORY     - 1954     MONUMENTED       CGS
 BL1524  HISTORY     - 19991104 GOOD             USPSQD
 BL1524
 BL1524                          STATION DESCRIPTION
 BL1524
 BL1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1524'14.9 MI SE FROM NAVASOTA.
 BL1524'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1524'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1524'GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG FARM ROAD 245, THENCE 1.9
 BL1524'MILES EAST ALONG A GRAVELED ROAD, 90 FEET SOUTHEAST OF THE CENTER LINE
 BL1524'OF A GRAVELED ROAD LEADING SOUTHWEST, 41 FEET SOUTHWEST OF THE CENTER
 BL1524'LINE OF A GRAVELED ROAD, AT THE SOUTH END OF A JOG IN THE ROAD, 1.4
 BL1524'FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 BL1524'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1524
 BL1524                          STATION RECOVERY (1999)
 BL1524
 BL1524'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0363 ***********************************************************************
 BM0363  DESIGNATION -  G 1034
 BM0363  PID         -  BM0363
 BM0363  STATE/COUNTY-  TX/WILLIAMSON
 BM0363  USGS QUAD   -  GRANGER (1988)
 BM0363
 BM0363                         *CURRENT SURVEY CONTROL
 BM0363  ___________________________________________________________________
 BM0363* NAD 83(1986)-  30 42 19.     (N)    097 28 03.     (W)     SCALED    
 BM0363* NAVD 88     -       179.58   (+/-2cm)     589.2    (feet)  VERTCON   
 BM0363  ___________________________________________________________________
 BM0363  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BM0363
 BM0363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0363
 BM0363.The horizontal coordinates were scaled from a topographic map and have
 BM0363.an estimated accuracy of +/- 6 seconds.
 BM0363
 BM0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0363.The vertical order pertains to the NGVD 29 superseded value.
 BM0363
 BM0363.The geoid height was determined by GEOID03.
 BM0363
 BM0363;                    North         East    Units  Estimated Accuracy
 BM0363;SPC TX C     - 3,118,670.      974,480.      MT  (+/- 180 meters Scaled)
 BM0363
 BM0363                          SUPERSEDED SURVEY CONTROL
 BM0363
 BM0363  NGVD 29 (??/??/92)  179.501  (m)          588.91   (f) ADJ UNCH    2 0
 BM0363
 BM0363.Superseded values are not recommended for survey control.
 BM0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0363.See file dsdata.txt to determine how the superseded data were derived.
 BM0363
 BM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU467979(NAD 83)
 BM0363_MARKER: DB = BENCH MARK DISK
 BM0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0363_STAMPING: G 1034 1954
 BM0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0363+STABILITY: SURFACE MOTION
 BM0363
 BM0363  HISTORY     - Date     Condition        Report By
 BM0363  HISTORY     - 1954     MONUMENTED       CGS
 BM0363  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0363  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0363
 BM0363                          STATION DESCRIPTION
 BM0363
 BM0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0363'2.0 MI SW FROM GRANGER.
 BM0363'2.0 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 BM0363'TEXAS FROM THE STATION AT GRANGER, 22 FEET SOUTHWEST OF MILEPOST 910,
 BM0363'40 FEET NORTHWEST OF THE NORTHWEST RAIL, 28 FEET SOUTHEAST OF THE
 BM0363'CENTER LINE OF A GRAVELED ROAD, 3 FEET SOUTHWEST OF A WITNESS POST,
 BM0363'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 BM0363'GROUND.
 BM0363
 BM0363                          STATION RECOVERY (1980)
 BM0363
 BM0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0363'SEARCHED FOR, NOT RECOVERED.
 BM0363
 BM0363                          STATION RECOVERY (1999)
 BM0363
 BM0363'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0361 ***********************************************************************
 DN0361  DESIGNATION -  G 1035
 DN0361  PID         -  DN0361
 DN0361  STATE/COUNTY-  TX/COLLIN
 DN0361  USGS QUAD   -  FRISCO (1981)
 DN0361
 DN0361                         *CURRENT SURVEY CONTROL
 DN0361  ___________________________________________________________________
 DN0361* NAD 83(1986)-  33 09 11.     (N)    096 48 10.     (W)     SCALED    
 DN0361* NAVD 88     -       224.706  (meters)     737.22   (feet)  ADJUSTED  
 DN0361  ___________________________________________________________________
 DN0361  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DN0361  DYNAMIC HT  -         224.458 (meters)     736.41  (feet)  COMP
 DN0361  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 DN0361
 DN0361  VERT ORDER  -  SECOND    CLASS 0
 DN0361
 DN0361.The horizontal coordinates were scaled from a topographic map and have
 DN0361.an estimated accuracy of +/- 6 seconds.
 DN0361
 DN0361.The orthometric height was determined by differential leveling
 DN0361.and adjusted by the National Geodetic Survey in June 1991..
 DN0361
 DN0361.The geoid height was determined by GEOID03.
 DN0361
 DN0361.The dynamic height is computed by dividing the NAVD 88
 DN0361.geopotential number by the normal gravity value computed on the
 DN0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0361.degrees latitude (g = 980.6199 gals.).
 DN0361
 DN0361.The modeled gravity was interpolated from observed gravity values.
 DN0361
 DN0361;                    North         East    Units  Estimated Accuracy
 DN0361;SPC TXNC     - 2,166,100.      758,310.      MT  (+/- 180 meters Scaled)
 DN0361
 DN0361                          SUPERSEDED SURVEY CONTROL
 DN0361
 DN0361  NGVD 29 (??/??/92)  224.721  (m)          737.27   (f) ADJ UNCH    2 0
 DN0361
 DN0361.Superseded values are not recommended for survey control.
 DN0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0361.See file dsdata.txt to determine how the superseded data were derived.
 DN0361
 DN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB049704(NAD 83)
 DN0361_MARKER: DB = BENCH MARK DISK
 DN0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0361_STAMPING: G 1035 1954
 DN0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0361+STABILITY: SURFACE MOTION
 DN0361
 DN0361  HISTORY     - Date     Condition        Report By
 DN0361  HISTORY     - 1954     MONUMENTED       CGS
 DN0361  HISTORY     - 1958     MARK NOT FOUND   USGS
 DN0361  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0361  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0361
 DN0361                          STATION DESCRIPTION
 DN0361
 DN0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0361'1.5 MI E FROM FRISCO.
 DN0361'1.5 MILES EAST ALONG STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0361'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, 109 FEET NORTH OF THE
 DN0361'CENTER LINE OF THE HIGHWAY, AT A JUNCTION WITH FARM ROAD 720, 60 YARDS
 DN0361'EAST OF A TEXACO SERVICE STATION, 2 FEET EAST OF A FENCE, 2.4 FEET
 DN0361'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0361'PROJECTS 0.9 FOOT ABOVE THE GROUND.  NOTE-- PART OF THE HIGHWAY
 DN0361'INTERSECTION NOW COVERS THIS SPOT AND THE MARK HAS PROBABLY BEEN
 DN0361'DESTROYED.
 DN0361
 DN0361                          STATION RECOVERY (1958)
 DN0361
 DN0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN0361'MARK NOT FOUND.
 DN0361
 DN0361                          STATION RECOVERY (1994)
 DN0361
 DN0361'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0361'MARK NOT FOUND.
 DN0361
 DN0361                          STATION RECOVERY (2005)
 DN0361
 DN0361'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0395 ***********************************************************************
 BL0395  DESIGNATION -  G 1036
 BL0395  PID         -  BL0395
 BL0395  STATE/COUNTY-  TX/LIBERTY
 BL0395  USGS QUAD   -  LIBERTY (1984)
 BL0395
 BL0395                         *CURRENT SURVEY CONTROL
 BL0395  ___________________________________________________________________
 BL0395* NAD 83(1986)-  30 03 21.     (N)    094 45 27.     (W)     SCALED    
 BL0395* NAVD 88     -        20.90   (+/-2cm)      68.6    (feet)  VERTCON   
 BL0395  ___________________________________________________________________
 BL0395  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0395
 BL0395  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0395
 BL0395.The horizontal coordinates were scaled from a topographic map and have
 BL0395.an estimated accuracy of +/- 6 seconds.
 BL0395
 BL0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0395.The vertical order pertains to the NGVD 29 superseded value.
 BL0395
 BL0395.The geoid height was determined by GEOID03.
 BL0395
 BL0395;                    North         East    Units  Estimated Accuracy
 BL0395;SPC TX C     - 3,056,620.    1,237,470.      MT  (+/- 180 meters Scaled)
 BL0395
 BL0395                          SUPERSEDED SURVEY CONTROL
 BL0395
 BL0395  NGVD 29 (??/??/92)   20.901  (m)           68.57   (f) ADJ UNCH    1 1
 BL0395
 BL0395.Superseded values are not recommended for survey control.
 BL0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0395.See file dsdata.txt to determine how the superseded data were derived.
 BL0395
 BL0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP305262(NAD 83)
 BL0395_MARKER: DB = BENCH MARK DISK
 BL0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0395_STAMPING: G 1036 1955
 BL0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0395+STABILITY: SURFACE MOTION
 BL0395
 BL0395  HISTORY     - Date     Condition        Report By
 BL0395  HISTORY     - 1955     MONUMENTED       CGS
 BL0395  HISTORY     - 1972     GOOD             NGS
 BL0395  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL0395  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 BL0395  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BL0395
 BL0395                          STATION DESCRIPTION
 BL0395
 BL0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0395'2.35 MI E FROM LIBERTY.
 BL0395'ABOUT 2.35 MILES EAST ALONG US HIGHWAY 90 FROM THE EAST JUNCTION OF
 BL0395'STATE HIGHWAY 146, ABOUT 0.45 MILE EAST OF A 55-FOOT CONCRETE BRIDGE
 BL0395'OVER ABBOTT CREEK ON THE WEST SLOPE OF A SMALL HILL (THE ONLY HILL),
 BL0395'81.8 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30.5 FEET SOUTHWEST
 BL0395'OF THE WEST END OF A 14-INCH PIPE CULVERT UNDER A PRIVATE ROAD LEADING
 BL0395'SOUTH, 34 FEET WEST OF THE CENTER LINE OF THE PRIVATE ROAD, 1 FOOT
 BL0395'SOUTHEAST OF A 12-INCH PINE TREE GROWING OVER THE NORTHWEST EDGE OF
 BL0395'THE POST, 2.5 FEET NORTH OF A FENCE LINE, 1.7 FEET SOUTH OF A METAL
 BL0395'WITNESS POST AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 BL0395'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 BL0395
 BL0395                          STATION RECOVERY (1987)
 BL0395
 BL0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0395'NOT RECOVERED, A BROKEN CONCRETE POST WAS AT THE LOCATION DESCRIBED,
 BL0395'BUT THE DISK WAS NOT RECOVERED.
 BL0395
 BL0395                          STATION RECOVERY (1996)
 BL0395
 BL0395'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0395'MARK NOT FOUND.
 BL0395
 BL0395                          STATION RECOVERY (2003)
 BL0395
 BL0395'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1757 ***********************************************************************
 BK1757  DESIGNATION -  G 1037
 BK1757  PID         -  BK1757
 BK1757  STATE/COUNTY-  TX/ORANGE
 BK1757  USGS QUAD   -  ORANGEFIELD (1974)
 BK1757
 BK1757                         *CURRENT SURVEY CONTROL
 BK1757  ___________________________________________________________________
 BK1757* NAD 83(1986)-  30 05 00.     (N)    093 46 48.     (W)     SCALED    
 BK1757* NAVD 88     -         4.43   (+/-2cm)      14.5    (feet)  VERTCON   
 BK1757  ___________________________________________________________________
 BK1757  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK1757
 BK1757  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1757
 BK1757.The horizontal coordinates were scaled from a topographic map and have
 BK1757.an estimated accuracy of +/- 6 seconds.
 BK1757
 BK1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1757.The vertical order pertains to the NGVD 29 superseded value.
 BK1757
 BK1757.The geoid height was determined by GEOID03.
 BK1757
 BK1757;                    North         East    Units  Estimated Accuracy
 BK1757;SPC TX C     - 3,064,800.    1,331,420.      MT  (+/- 180 meters Scaled)
 BK1757
 BK1757                          SUPERSEDED SURVEY CONTROL
 BK1757
 BK1757  NGVD 29 (??/??/??)    4.383  (m)           14.38   (f) ADJUSTED    1 1
 BK1757
 BK1757.Superseded values are not recommended for survey control.
 BK1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1757.See file dsdata.txt to determine how the superseded data were derived.
 BK1757
 BK1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP248282(NAD 83)
 BK1757_MARKER: DB = BENCH MARK DISK
 BK1757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BK1757_SP_SET: CULVERT
 BK1757_STAMPING: G 1037 1955
 BK1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1757
 BK1757  HISTORY     - Date     Condition        Report By
 BK1757  HISTORY     - 1955     MONUMENTED       CGS
 BK1757  HISTORY     - 1972     GOOD             NGS
 BK1757  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BK1757  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BK1757  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BK1757  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1757  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1757
 BK1757                          STATION DESCRIPTION
 BK1757
 BK1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1757'2.55 MI SW FROM ORANGE.
 BK1757'ABOUT 1.9 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1757'STATION AT ORANGE, THENCE 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 87
 BK1757'148 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF FARM ROAD NO.
 BK1757'105 AND STATE HIGHWAY 87, 22 FEET NORTHWEST OF THE CENTER LINE OF
 BK1757'STATE HIGHWAY 87, ABOUT 1 FOOT ABOVE THE HIGHWAY, SET IN THE TOP OF
 BK1757'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A 3X6 BOX
 BK1757'CULVERT UNDER THE HIGHWAY.
 BK1757
 BK1757                          STATION RECOVERY (1987)
 BK1757
 BK1757'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 BK1757'MARK NOT FOUND.
 BK1757
 BK1757                          STATION RECOVERY (1988)
 BK1757
 BK1757'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1757'MARK NOT FOUND.
 BK1757
 BK1757                          STATION RECOVERY (1990)
 BK1757
 BK1757'RECOVERY NOTE BY US POWER SQUADRON 1990 (JG)
 BK1757'MARK NOT FOUND.
 BK1757
 BK1757                          STATION RECOVERY (1996)
 BK1757
 BK1757'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1757'MARK NOT FOUND.
 BK1757
 BK1757                          STATION RECOVERY (2001)
 BK1757
 BK1757'RECOVERY NOTE BY US POWER SQUADRON 2001 (WDC)
 BK1757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0215 ***********************************************************************
 EO0215  DESIGNATION -  G 1038
 EO0215  PID         -  EO0215
 EO0215  STATE/COUNTY-  TX/PARMER
 EO0215  USGS QUAD   -  PARMERTON (1965)
 EO0215
 EO0215                         *CURRENT SURVEY CONTROL
 EO0215  ___________________________________________________________________
 EO0215* NAD 83(1986)-  34 33 06.     (N)    102 50 41.     (W)     SCALED    
 EO0215* NAVD 88     -      1254.990  (meters)    4117.41   (feet)  ADJUSTED  
 EO0215  ___________________________________________________________________
 EO0215  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 EO0215  DYNAMIC HT  -        1253.362 (meters)    4112.07  (feet)  COMP
 EO0215  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 EO0215
 EO0215  VERT ORDER  -  FIRST     CLASS II
 EO0215
 EO0215.The horizontal coordinates were scaled from a topographic map and have
 EO0215.an estimated accuracy of +/- 6 seconds.
 EO0215
 EO0215.The orthometric height was determined by differential leveling
 EO0215.and adjusted by the National Geodetic Survey in June 1991..
 EO0215
 EO0215.The geoid height was determined by GEOID03.
 EO0215
 EO0215.The dynamic height is computed by dividing the NAVD 88
 EO0215.geopotential number by the normal gravity value computed on the
 EO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0215.degrees latitude (g = 980.6199 gals.).
 EO0215
 EO0215.The modeled gravity was interpolated from observed gravity values.
 EO0215
 EO0215;                    North         East    Units  Estimated Accuracy
 EO0215;SPC TX N     - 1,062,040.       76,580.      MT  (+/- 180 meters Scaled)
 EO0215
 EO0215                          SUPERSEDED SURVEY CONTROL
 EO0215
 EO0215  NGVD 29 (??/??/92) 1254.428  (m)         4115.57   (f) ADJ UNCH    1 2
 EO0215
 EO0215.Superseded values are not recommended for survey control.
 EO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0215.See file dsdata.txt to determine how the superseded data were derived.
 EO0215
 EO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU977254(NAD 83)
 EO0215_MARKER: DB = BENCH MARK DISK
 EO0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0215_STAMPING: G 1038 1958
 EO0215_MARK LOGO: CGS   
 EO0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0215+STABILITY: SURFACE MOTION
 EO0215
 EO0215  HISTORY     - Date     Condition        Report By
 EO0215  HISTORY     - 1958     MONUMENTED       CGS
 EO0215  HISTORY     - 1984     GOOD             NGS
 EO0215
 EO0215                          STATION DESCRIPTION
 EO0215
 EO0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0215'3.2 MI NE FROM BOVINA.
 EO0215'ABOUT 3.2 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0215'FROM THE STATION AT BOVINA, 73 FEET EAST AND ACROSS THE TRACK FROM
 EO0215'MILE POST 631, 38 FEET SOUTHEAST OF THE NEAR RAIL, 39 FEET NORTHWEST
 EO0215'OF THE CENTER LINE OF THE DIRT ROAD, 8 FEET SOUTHWEST OF A TELEPHONE
 EO0215'POLE, 2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 EO0215'TRACK, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF
 EO0215'A CONCRETE POST PROJECTING 6 INCHES.
 EO0215
 EO0215                          STATION RECOVERY (1984)
 EO0215
 EO0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0215'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.6 KM
 EO0215'(9.5 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0215'RAILROAD FROM THE STATION IN FRIONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0182 ***********************************************************************
 EO0182  DESIGNATION -  G 1039
 EO0182  PID         -  EO0182
 EO0182  STATE/COUNTY-  TX/PARMER
 EO0182  USGS QUAD   -  SUMMERFIELD (1966)
 EO0182
 EO0182                         *CURRENT SURVEY CONTROL
 EO0182  ___________________________________________________________________
 EO0182* NAD 83(1986)-  34 42 40.     (N)    102 33 24.     (W)     SCALED    
 EO0182* NAVD 88     -      1203.436  (meters)    3948.27   (feet)  ADJUSTED  
 EO0182  ___________________________________________________________________
 EO0182  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 EO0182  DYNAMIC HT  -        1201.900 (meters)    3943.23  (feet)  COMP
 EO0182  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 EO0182
 EO0182  VERT ORDER  -  FIRST     CLASS II
 EO0182
 EO0182.The horizontal coordinates were scaled from a topographic map and have
 EO0182.an estimated accuracy of +/- 6 seconds.
 EO0182
 EO0182.The orthometric height was determined by differential leveling
 EO0182.and adjusted by the National Geodetic Survey in June 1991..
 EO0182
 EO0182.The geoid height was determined by GEOID03.
 EO0182
 EO0182.The dynamic height is computed by dividing the NAVD 88
 EO0182.geopotential number by the normal gravity value computed on the
 EO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0182.degrees latitude (g = 980.6199 gals.).
 EO0182
 EO0182.The modeled gravity was interpolated from observed gravity values.
 EO0182
 EO0182;                    North         East    Units  Estimated Accuracy
 EO0182;SPC TX N     - 1,079,410.      103,200.      MT  (+/- 180 meters Scaled)
 EO0182
 EO0182                          SUPERSEDED SURVEY CONTROL
 EO0182
 EO0182  NGVD 29 (??/??/92) 1202.885  (m)         3946.47   (f) ADJ UNCH    1 2
 EO0182
 EO0182.Superseded values are not recommended for survey control.
 EO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0182.See file dsdata.txt to determine how the superseded data were derived.
 EO0182
 EO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU237437(NAD 83)
 EO0182_MARKER: DB = BENCH MARK DISK
 EO0182_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EO0182_STAMPING: G 1039 1958
 EO0182_MARK LOGO: CGS   
 EO0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0182+STABILITY: SURFACE MOTION
 EO0182
 EO0182  HISTORY     - Date     Condition        Report By
 EO0182  HISTORY     - 1958     MONUMENTED       CGS
 EO0182  HISTORY     - 1984     GOOD             NGS
 EO0182
 EO0182                          STATION DESCRIPTION
 EO0182
 EO0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0182'3.5 MI NE FROM BLACK.
 EO0182'ABOUT 3.5 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0182'FROM THE STATION AT BLACK, 6 TELEPHONE POLES SOUTHWEST OF MILE POST
 EO0182'611, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A
 EO0182'CONCRETE CULVERT UNDER A DIRT ROAD, 65 FEET SOUTHEAST OF THE NEAR
 EO0182'RAIL, 13 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD, AND ABOUT
 EO0182'4 FEET BELOW THE TRACK, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 EO0182
 EO0182                          STATION RECOVERY (1984)
 EO0182
 EO0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0182'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.7 KM
 EO0182'(10.4 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0182'RAILROAD FROM THE STATION IN FRIONA OR 18.7 KM (11.6 MI) SOUTHWESTERLY
 EO0182'ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE STATION IN
 EO0182'HEREFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0121 ***********************************************************************
 BO0121  DESIGNATION -  G 104
 BO0121  PID         -  BO0121
 BO0121  STATE/COUNTY-  TX/SUTTON
 BO0121  USGS QUAD   -  SAVELL RANCH (1982)
 BO0121
 BO0121                         *CURRENT SURVEY CONTROL
 BO0121  ___________________________________________________________________
 BO0121* NAD 83(1986)-  30 37 41.     (N)    100 47 30.     (W)     SCALED    
 BO0121* NAVD 88     -       710.191  (meters)    2330.02   (feet)  ADJUSTED  
 BO0121  ___________________________________________________________________
 BO0121  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 BO0121  DYNAMIC HT  -         709.156 (meters)    2326.62  (feet)  COMP
 BO0121  MODELED GRAV-     979,159.6   (mgal)                       NAVD 88
 BO0121
 BO0121  VERT ORDER  -  FIRST     CLASS II
 BO0121
 BO0121.The horizontal coordinates were scaled from a topographic map and have
 BO0121.an estimated accuracy of +/- 6 seconds.
 BO0121
 BO0121.The orthometric height was determined by differential leveling
 BO0121.and adjusted by the National Geodetic Survey in June 1991..
 BO0121
 BO0121.The geoid height was determined by GEOID03.
 BO0121
 BO0121.The dynamic height is computed by dividing the NAVD 88
 BO0121.geopotential number by the normal gravity value computed on the
 BO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0121.degrees latitude (g = 980.6199 gals.).
 BO0121
 BO0121.The modeled gravity was interpolated from observed gravity values.
 BO0121
 BO0121;                    North         East    Units  Estimated Accuracy
 BO0121;SPC TX C     - 3,106,670.      656,060.      MT  (+/- 180 meters Scaled)
 BO0121
 BO0121                          SUPERSEDED SURVEY CONTROL
 BO0121
 BO0121  NGVD 29 (??/??/92)  710.002  (m)         2329.40   (f) ADJ UNCH    1 2
 BO0121
 BO0121.Superseded values are not recommended for survey control.
 BO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0121.See file dsdata.txt to determine how the superseded data were derived.
 BO0121
 BO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU282897(NAD 83)
 BO0121_MARKER: DB = BENCH MARK DISK
 BO0121_SETTING: 66 = SET IN ROCK OUTCROP
 BO0121_SP_SET: OUTCROP
 BO0121_STAMPING: G 104 1933 ELEV. 2329.398 FT
 BO0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0121+STABILITY: POSITION/ELEVATION WELL
 BO0121
 BO0121  HISTORY     - Date     Condition        Report By
 BO0121  HISTORY     - 1933     MONUMENTED       CGS
 BO0121  HISTORY     - 1958     GOOD             NGS
 BO0121
 BO0121                          STATION DESCRIPTION
 BO0121
 BO0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0121'9.4 MI W FROM SONORA.
 BO0121'ABOUT 9.4 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0121'3RD STREET AND CROCKETT AVENUE AT SONORA, 0.25 MILE EAST OF A PRIVATE
 BO0121'ROAD LEADING NORTH, IN THE TOP OF A ROCK OUTCROP AND SURROUNDED WITH A
 BO0121'CIRCLE OF LOOSE ROCK, 66 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BO0121'15 FEET NORTH OF A FENCE, ABOUT 1 FOOT LOWER THAN THE SURFACE OF THE
 BO0121'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0032 ***********************************************************************
 EO0032  DESIGNATION -  G 1040
 EO0032  PID         -  EO0032
 EO0032  STATE/COUNTY-  TX/DEAF SMITH
 EO0032  USGS QUAD   -  HEREFORD SE (1971)
 EO0032
 EO0032                         *CURRENT SURVEY CONTROL
 EO0032  ___________________________________________________________________
 EO0032* NAD 83(1986)-  34 52 13.     (N)    102 16 57.     (W)     SCALED    
 EO0032* NAVD 88     -      1147.916  (meters)    3766.12   (feet)  ADJUSTED  
 EO0032  ___________________________________________________________________
 EO0032  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 EO0032  DYNAMIC HT  -        1146.477 (meters)    3761.40  (feet)  COMP
 EO0032  MODELED GRAV-     979,341.7   (mgal)                       NAVD 88
 EO0032
 EO0032  VERT ORDER  -  FIRST     CLASS II
 EO0032
 EO0032.The horizontal coordinates were scaled from a topographic map and have
 EO0032.an estimated accuracy of +/- 6 seconds.
 EO0032
 EO0032.The orthometric height was determined by differential leveling
 EO0032.and adjusted by the National Geodetic Survey in June 1991..
 EO0032
 EO0032.The geoid height was determined by GEOID03.
 EO0032
 EO0032.The dynamic height is computed by dividing the NAVD 88
 EO0032.geopotential number by the normal gravity value computed on the
 EO0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0032.degrees latitude (g = 980.6199 gals.).
 EO0032
 EO0032.The modeled gravity was interpolated from observed gravity values.
 EO0032
 EO0032;                    North         East    Units  Estimated Accuracy
 EO0032;SPC TX N     - 1,096,830.      128,460.      MT  (+/- 180 meters Scaled)
 EO0032
 EO0032                          SUPERSEDED SURVEY CONTROL
 EO0032
 EO0032  NGVD 29 (??/??/92) 1147.398  (m)         3764.42   (f) ADJ UNCH    1 2
 EO0032
 EO0032.Superseded values are not recommended for survey control.
 EO0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0032.See file dsdata.txt to determine how the superseded data were derived.
 EO0032
 EO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU484620(NAD 83)
 EO0032_MARKER: DB = BENCH MARK DISK
 EO0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0032_STAMPING: G 1040 1958
 EO0032_MARK LOGO: CGS   
 EO0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0032+STABILITY: SURFACE MOTION
 EO0032
 EO0032  HISTORY     - Date     Condition        Report By
 EO0032  HISTORY     - 1958     MONUMENTED       CGS
 EO0032  HISTORY     - 1984     GOOD             NGS
 EO0032
 EO0032                          STATION DESCRIPTION
 EO0032
 EO0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0032'7.5 MI NE FROM HEREFORD.
 EO0032'ABOUT 7.5 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0032'FROM THE STATION AT HEREFORD, 116 FEET NORTH OF MILE POST 592, 93 FEET
 EO0032'NORTHWEST OF THE NEAR RAIL, 80 FEET SOUTHEAST OF THE CENTER LINE OF U.
 EO0032'S. HIGHWAY 60, 5 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET
 EO0032'SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE TRACK, ABOUT
 EO0032'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 EO0032'INCHES.
 EO0032
 EO0032                          STATION RECOVERY (1984)
 EO0032
 EO0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0032'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 EO0032'DELETE=5-1/2 FEET SOUTHEAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0234 ***********************************************************************
 DM0234  DESIGNATION -  G 1041
 DM0234  PID         -  DM0234
 DM0234  STATE/COUNTY-  TX/CAMP
 DM0234  USGS QUAD   -  HARVARD (1963)
 DM0234
 DM0234                         *CURRENT SURVEY CONTROL
 DM0234  ___________________________________________________________________
 DM0234* NAD 83(1986)-  33 00 16.     (N)    094 56 57.     (W)     SCALED    
 DM0234* NAVD 88     -       109.595  (meters)     359.56   (feet)  ADJUSTED  
 DM0234  ___________________________________________________________________
 DM0234  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0234  DYNAMIC HT  -         109.474 (meters)     359.17  (feet)  COMP
 DM0234  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 DM0234
 DM0234  VERT ORDER  -  FIRST     CLASS II
 DM0234
 DM0234.The horizontal coordinates were scaled from a topographic map and have
 DM0234.an estimated accuracy of +/- 6 seconds.
 DM0234
 DM0234.The orthometric height was determined by differential leveling
 DM0234.and adjusted by the National Geodetic Survey in June 1991..
 DM0234
 DM0234.The geoid height was determined by GEOID03.
 DM0234
 DM0234.The dynamic height is computed by dividing the NAVD 88
 DM0234.geopotential number by the normal gravity value computed on the
 DM0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0234.degrees latitude (g = 980.6199 gals.).
 DM0234
 DM0234.The modeled gravity was interpolated from observed gravity values.
 DM0234
 DM0234;                    North         East    Units  Estimated Accuracy
 DM0234;SPC TXNC     - 2,153,950.      931,720.      MT  (+/- 180 meters Scaled)
 DM0234
 DM0234                          SUPERSEDED SURVEY CONTROL
 DM0234
 DM0234  NGVD 29 (??/??/92)  109.614  (m)          359.63   (f) ADJ UNCH    1 2
 DM0234
 DM0234.Superseded values are not recommended for survey control.
 DM0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0234.See file dsdata.txt to determine how the superseded data were derived.
 DM0234
 DM0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS179534(NAD 83)
 DM0234_MARKER: DB = BENCH MARK DISK
 DM0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0234_STAMPING: G 1041 1954
 DM0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0234+STABILITY: SURFACE MOTION
 DM0234
 DM0234  HISTORY     - Date     Condition        Report By
 DM0234  HISTORY     - 1954     MONUMENTED       CGS
 DM0234
 DM0234                          STATION DESCRIPTION
 DM0234
 DM0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0234'1.3 MI NE FROM PITTSBURG.
 DM0234'1.3 MILES NORTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0234'STATION AT PITTSBURG, 89 FEET EAST OF MILEPOST T - 97, 42 FEET
 DM0234'SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET SOUTHWEST OF A FENCE CORNER, 2
 DM0234'FEET NORTHWEST OF A FENCE, 2.3 FEET NORTHEAST OF A WITNESS POST, SET
 DM0234'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 DM0234'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0218 ***********************************************************************
 CR0218  DESIGNATION -  G 1042
 CR0218  PID         -  CR0218
 CR0218  STATE/COUNTY-  TX/CASS
 CR0218  USGS QUAD   -  LONE STAR (1962)
 CR0218
 CR0218                         *CURRENT SURVEY CONTROL
 CR0218  ___________________________________________________________________
 CR0218* NAD 83(1986)-  32 59 47.     (N)    094 37 40.     (W)     SCALED    
 CR0218* NAVD 88     -       111.923  (meters)     367.20   (feet)  ADJUSTED  
 CR0218  ___________________________________________________________________
 CR0218  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CR0218  DYNAMIC HT  -         111.798 (meters)     366.79  (feet)  COMP
 CR0218  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CR0218
 CR0218  VERT ORDER  -  FIRST     CLASS II
 CR0218
 CR0218.The horizontal coordinates were scaled from a topographic map and have
 CR0218.an estimated accuracy of +/- 6 seconds.
 CR0218
 CR0218.The orthometric height was determined by differential leveling
 CR0218.and adjusted by the National Geodetic Survey in June 1991..
 CR0218
 CR0218.The geoid height was determined by GEOID03.
 CR0218
 CR0218.The dynamic height is computed by dividing the NAVD 88
 CR0218.geopotential number by the normal gravity value computed on the
 CR0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0218.degrees latitude (g = 980.6199 gals.).
 CR0218
 CR0218.The modeled gravity was interpolated from observed gravity values.
 CR0218
 CR0218;                    North         East    Units  Estimated Accuracy
 CR0218;SPC TXNC     - 2,154,120.      961,760.      MT  (+/- 180 meters Scaled)
 CR0218
 CR0218                          SUPERSEDED SURVEY CONTROL
 CR0218
 CR0218  NGVD 29 (??/??/92)  111.958  (m)          367.32   (f) ADJ UNCH    1 2
 CR0218
 CR0218.Superseded values are not recommended for survey control.
 CR0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0218.See file dsdata.txt to determine how the superseded data were derived.
 CR0218
 CR0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS479520(NAD 83)
 CR0218_MARKER: DB = BENCH MARK DISK
 CR0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0218_SP_SET: CONCRETE BASE
 CR0218_STAMPING: G 1042 1954
 CR0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0218
 CR0218  HISTORY     - Date     Condition        Report By
 CR0218  HISTORY     - 1954     MONUMENTED       CGS
 CR0218
 CR0218                          STATION DESCRIPTION
 CR0218
 CR0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0218'0.3 MI E FROM HUGHES SPRINGS.
 CR0218'0.3 MILE EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0218'STATION AT HUGHES SPRINGS, 81.3 FEET SOUTH OF THE SOUTH RAIL OF THE
 CR0218'MAIN TRACK, SET IN THE TOP OF THE NORTHWEST CORNER OF THE NORTHEAST
 CR0218'CONCRETE BASE OF THE NORTHEAST LEG OF A WATER TOWER, 1.5 FEET ABOVE
 CR0218'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0103 ***********************************************************************
 DO0103  DESIGNATION -  G 1043
 DO0103  PID         -  DO0103
 DO0103  STATE/COUNTY-  TX/WICHITA
 DO0103  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0103
 DO0103                         *CURRENT SURVEY CONTROL
 DO0103  ___________________________________________________________________
 DO0103* NAD 83(1986)-  33 59 58.     (N)    098 29 37.     (W)     SCALED    
 DO0103* NAVD 88     -       305.275  (meters)    1001.56   (feet)  ADJUSTED  
 DO0103  ___________________________________________________________________
 DO0103  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DO0103  DYNAMIC HT  -         304.944 (meters)    1000.47  (feet)  COMP
 DO0103  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 DO0103
 DO0103  VERT ORDER  -  SECOND    CLASS 0
 DO0103
 DO0103.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0103
 DO0103.The horizontal coordinates were scaled from a topographic map and have
 DO0103.an estimated accuracy of +/- 6 seconds.
 DO0103
 DO0103.The orthometric height was determined by differential leveling
 DO0103.and adjusted by the National Geodetic Survey in June 1991..
 DO0103
 DO0103.The geoid height was determined by GEOID03.
 DO0103
 DO0103.The dynamic height is computed by dividing the NAVD 88
 DO0103.geopotential number by the normal gravity value computed on the
 DO0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0103.degrees latitude (g = 980.6199 gals.).
 DO0103
 DO0103.The modeled gravity was interpolated from observed gravity values.
 DO0103
 DO0103;                    North         East    Units  Estimated Accuracy
 DO0103;SPC TXNC     - 2,258,700.      600,590.      MT  (+/- 180 meters Scaled)
 DO0103
 DO0103                          SUPERSEDED SURVEY CONTROL
 DO0103
 DO0103  NGVD 29 (??/??/92)  305.180  (m)         1001.24   (f) ADJ UNCH    2 0
 DO0103
 DO0103.Superseded values are not recommended for survey control.
 DO0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0103.See file dsdata.txt to determine how the superseded data were derived.
 DO0103
 DO0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC467622(NAD 83)
 DO0103_MARKER: DB = BENCH MARK DISK
 DO0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0103_STAMPING: G 1043 1957
 DO0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0103+STABILITY: SURFACE MOTION
 DO0103
 DO0103  HISTORY     - Date     Condition        Report By
 DO0103  HISTORY     - 1957     MONUMENTED       CGS
 DO0103  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0103  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0103
 DO0103                          STATION DESCRIPTION
 DO0103
 DO0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DO0103'5 MI N FROM WICHITA FALLS.
 DO0103'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE, 2025
 DO0103'FEET SOUTH SOUTHEAST OF THE NORTH NORTHWEST END OF A PROPOSED RUNWAY,
 DO0103'1000 FEET EAST NORTHEAST OF THE CENTER LINE OF THE PROPOSED RUNWAY, 70
 DO0103'FEET WEST SOUTHWEST OF THE BOUNDARY LINE OF THE AIR BASE, AT STATION
 DO0103'20 + 25 00/, 1.8 FEET SOUTH SOUTHEAST OF A WITNESS POST, SET IN THE
 DO0103'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND. NOTE-- THERE IS
 DO0103'CONSTRUCTION IN THE AREA.
 DO0103
 DO0103                          STATION RECOVERY (1972)
 DO0103
 DO0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0103'MARK NOT FOUND.
 DO0103
 DO0103                          STATION RECOVERY (1984)
 DO0103
 DO0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0004 ***********************************************************************
 CT0004  DESIGNATION -  G 1048
 CT0004  PID         -  CT0004
 CT0004  STATE/COUNTY-  TX/PARKER
 CT0004  USGS QUAD   -  BRAZOS EAST (1984)
 CT0004
 CT0004                         *CURRENT SURVEY CONTROL
 CT0004  ___________________________________________________________________
 CT0004* NAD 83(1986)-  32 43 50.     (N)    098 02 17.     (W)     SCALED    
 CT0004* NAVD 88     -       231.441  (meters)     759.32   (feet)  ADJUSTED  
 CT0004  ___________________________________________________________________
 CT0004  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CT0004  DYNAMIC HT  -         231.156 (meters)     758.38  (feet)  COMP
 CT0004  MODELED GRAV-     979,405.7   (mgal)                       NAVD 88
 CT0004
 CT0004  VERT ORDER  -  FIRST     CLASS II
 CT0004
 CT0004.The horizontal coordinates were scaled from a topographic map and have
 CT0004.an estimated accuracy of +/- 6 seconds.
 CT0004
 CT0004.The orthometric height was determined by differential leveling
 CT0004.and adjusted by the National Geodetic Survey in June 1991..
 CT0004
 CT0004.The geoid height was determined by GEOID03.
 CT0004
 CT0004.The dynamic height is computed by dividing the NAVD 88
 CT0004.geopotential number by the normal gravity value computed on the
 CT0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0004.degrees latitude (g = 980.6199 gals.).
 CT0004
 CT0004.The modeled gravity was interpolated from observed gravity values.
 CT0004
 CT0004;                    North         East    Units  Estimated Accuracy
 CT0004;SPC TXNC     - 2,118,070.      643,300.      MT  (+/- 180 meters Scaled)
 CT0004
 CT0004                          SUPERSEDED SURVEY CONTROL
 CT0004
 CT0004  NGVD 29 (??/??/92)  231.358  (m)          759.05   (f) ADJ UNCH    1 2
 CT0004
 CT0004.Superseded values are not recommended for survey control.
 CT0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0004.See file dsdata.txt to determine how the superseded data were derived.
 CT0004
 CT0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB901218(NAD 83)
 CT0004_MARKER: DB = BENCH MARK DISK
 CT0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0004_STAMPING: G 1048 1955
 CT0004_MARK LOGO: CGS   
 CT0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0004+STABILITY: SURFACE MOTION
 CT0004
 CT0004  HISTORY     - Date     Condition        Report By
 CT0004  HISTORY     - 1955     MONUMENTED       CGS
 CT0004  HISTORY     - 1983     GOOD             NGS
 CT0004  HISTORY     - 19970524 GOOD             USPSQD
 CT0004  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0004
 CT0004                          STATION DESCRIPTION
 CT0004
 CT0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0004'1.9 MI SW FROM MILLSAP.
 CT0004'1.9 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0004'STATION AT MILLSAP, 4 POLES NORTHEAST OF MILEPOST 293, 2 POLES
 CT0004'NORTHEAST OF A TRESTLE, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6.6
 CT0004'FEET NORTHWEST OF A TELEPHONE POLE, 2.6 FEET SOUTHWEST OF A WITNESS
 CT0004'POST, 30.6 FEET NORTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 CT0004'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CT0004
 CT0004                          STATION RECOVERY (1983)
 CT0004
 CT0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0004'RECOVERED IN GOOD CONDITION.
 CT0004
 CT0004                          STATION RECOVERY (1997)
 CT0004
 CT0004'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0004'RECOVERED IN GOOD CONDITION.
 CT0004
 CT0004                          STATION RECOVERY (2002)
 CT0004
 CT0004'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0187 ***********************************************************************
 CT0187  DESIGNATION -  G 1049
 CT0187  PID         -  CT0187
 CT0187  STATE/COUNTY-  TX/EASTLAND
 CT0187  USGS QUAD   -  CISCO NORTH (1987)
 CT0187
 CT0187                         *CURRENT SURVEY CONTROL
 CT0187  ___________________________________________________________________
 CT0187* NAD 83(1986)-  32 24 54.     (N)    098 52 59.     (W)     SCALED    
 CT0187* NAVD 88     -       450.316  (meters)    1477.41   (feet)  ADJUSTED  
 CT0187  ___________________________________________________________________
 CT0187  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CT0187  DYNAMIC HT  -         449.739 (meters)    1475.52  (feet)  COMP
 CT0187  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 CT0187
 CT0187  VERT ORDER  -  FIRST     CLASS II
 CT0187
 CT0187.The horizontal coordinates were scaled from a topographic map and have
 CT0187.an estimated accuracy of +/- 6 seconds.
 CT0187
 CT0187.The orthometric height was determined by differential leveling
 CT0187.and adjusted by the National Geodetic Survey in June 1991..
 CT0187
 CT0187.The geoid height was determined by GEOID03.
 CT0187
 CT0187.The dynamic height is computed by dividing the NAVD 88
 CT0187.geopotential number by the normal gravity value computed on the
 CT0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0187.degrees latitude (g = 980.6199 gals.).
 CT0187
 CT0187.The modeled gravity was interpolated from observed gravity values.
 CT0187
 CT0187;                    North         East    Units  Estimated Accuracy
 CT0187;SPC TXNC     - 2,083,050.      563,970.      MT  (+/- 180 meters Scaled)
 CT0187
 CT0187                          SUPERSEDED SURVEY CONTROL
 CT0187
 CT0187  NGVD 29 (??/??/92)  450.175  (m)         1476.95   (f) ADJ UNCH    1 2
 CT0187
 CT0187.Superseded values are not recommended for survey control.
 CT0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0187.See file dsdata.txt to determine how the superseded data were derived.
 CT0187
 CT0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA109864(NAD 83)
 CT0187_MARKER: DB = BENCH MARK DISK
 CT0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0187_STAMPING: G 1049 1955
 CT0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0187+STABILITY: SURFACE MOTION
 CT0187
 CT0187  HISTORY     - Date     Condition        Report By
 CT0187  HISTORY     - 1955     MONUMENTED       CGS
 CT0187
 CT0187                          STATION DESCRIPTION
 CT0187
 CT0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0187'3.7 MI W FROM EASTLAND.
 CT0187'3.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0187'AT EASTLAND, 42.7 FEET SOUTH OF THE SOUTHWEST CORNER OF TRESTLE 354.6,
 CT0187'44.8 FEET SOUTH OF THE SOUTH RAIL, 2.4 FEET NORTH OF A FENCE, 1.9 FEET
 CT0187'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CT0187'PROJECTS 0.5 FOOT ABOVE THE GROUND, 12 1/2 POLES EAST OF MILEPOST 355.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0336 ***********************************************************************
 BO0336  DESIGNATION -  G 105
 BO0336  PID         -  BO0336
 BO0336  STATE/COUNTY-  TX/CROCKETT
 BO0336  USGS QUAD   -  BACHELOR HILL (1967)
 BO0336
 BO0336                         *CURRENT SURVEY CONTROL
 BO0336  ___________________________________________________________________
 BO0336* NAD 83(1986)-  30 43 00.     (N)    101 31 51.     (W)     SCALED    
 BO0336* NAVD 88     -       764.490  (meters)    2508.16   (feet)  ADJUSTED  
 BO0336  ___________________________________________________________________
 BO0336  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 BO0336  DYNAMIC HT  -         763.362 (meters)    2504.46  (feet)  COMP
 BO0336  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 BO0336
 BO0336  VERT ORDER  -  FIRST     CLASS II
 BO0336
 BO0336.The horizontal coordinates were scaled from a topographic map and have
 BO0336.an estimated accuracy of +/- 6 seconds.
 BO0336
 BO0336.The orthometric height was determined by differential leveling
 BO0336.and adjusted by the National Geodetic Survey in June 1991..
 BO0336
 BO0336.The geoid height was determined by GEOID03.
 BO0336
 BO0336.The dynamic height is computed by dividing the NAVD 88
 BO0336.geopotential number by the normal gravity value computed on the
 BO0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0336.degrees latitude (g = 980.6199 gals.).
 BO0336
 BO0336.The modeled gravity was interpolated from observed gravity values.
 BO0336
 BO0336;                    North         East    Units  Estimated Accuracy
 BO0336;SPC TX C     - 3,117,020.      585,310.      MT  (+/- 180 meters Scaled)
 BO0336
 BO0336                          SUPERSEDED SURVEY CONTROL
 BO0336
 BO0336  NGVD 29 (??/??/92)  764.27   (m)         2507.4    (f) COMPUTED    1 2
 BO0336
 BO0336.Superseded values are not recommended for survey control.
 BO0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0336.See file dsdata.txt to determine how the superseded data were derived.
 BO0336
 BO0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV576009(NAD 83)
 BO0336_MARKER: DB = BENCH MARK DISK
 BO0336_SETTING: 66 = SET IN ROCK OUTCROP
 BO0336_SP_SET: BEDROCK
 BO0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0336+STABILITY: POSITION/ELEVATION WELL
 BO0336
 BO0336  HISTORY     - Date     Condition        Report By
 BO0336  HISTORY     - UNK      MONUMENTED       CGS
 BO0336  HISTORY     - 1933     GOOD             NGS
 BO0336  HISTORY     - 1944     MARK NOT FOUND   LOCSUR
 BO0336
 BO0336                          STATION DESCRIPTION
 BO0336
 BO0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BO0336'21.1 MI W FROM OZONA.
 BO0336'21.1 MILES WEST OF, APPROXIMATELY 1000 FEET EAST OF FIRST GUARD RAIL
 BO0336'ON HILL, 76 FEET SOUTH OF CENTER LINE OF HIGHWAY 290 AND 11 FEET
 BO0336'INSIDE FENCELINE.
 BO0336
 BO0336                          STATION RECOVERY (1944)
 BO0336
 BO0336'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944
 BO0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0033 ***********************************************************************
 CT0033  DESIGNATION -  G 1050
 CT0033  PID         -  CT0033
 CT0033  STATE/COUNTY-  TX/PALO PINTO
 CT0033  USGS QUAD   -  GORDON (1984)
 CT0033
 CT0033                         *CURRENT SURVEY CONTROL
 CT0033  ___________________________________________________________________
 CT0033* NAD 83(1986)-  32 32 43.     (N)    098 18 39.     (W)     SCALED    
 CT0033* NAVD 88     -       299.058  (meters)     981.16   (feet)  ADJUSTED  
 CT0033  ___________________________________________________________________
 CT0033  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CT0033  DYNAMIC HT  -         298.688 (meters)     979.95  (feet)  COMP
 CT0033  MODELED GRAV-     979,394.1   (mgal)                       NAVD 88
 CT0033
 CT0033  VERT ORDER  -  FIRST     CLASS II
 CT0033
 CT0033.The horizontal coordinates were scaled from a topographic map and have
 CT0033.an estimated accuracy of +/- 6 seconds.
 CT0033
 CT0033.The orthometric height was determined by differential leveling
 CT0033.and adjusted by the National Geodetic Survey in June 1991..
 CT0033
 CT0033.The geoid height was determined by GEOID03.
 CT0033
 CT0033.The dynamic height is computed by dividing the NAVD 88
 CT0033.geopotential number by the normal gravity value computed on the
 CT0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0033.degrees latitude (g = 980.6199 gals.).
 CT0033
 CT0033.The modeled gravity was interpolated from observed gravity values.
 CT0033
 CT0033;                    North         East    Units  Estimated Accuracy
 CT0033;SPC TXNC     - 2,097,450.      617,770.      MT  (+/- 180 meters Scaled)
 CT0033
 CT0033                          SUPERSEDED SURVEY CONTROL
 CT0033
 CT0033  NGVD 29 (??/??/92)  298.964  (m)          980.85   (f) ADJ UNCH    1 2
 CT0033
 CT0033.Superseded values are not recommended for survey control.
 CT0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0033.See file dsdata.txt to determine how the superseded data were derived.
 CT0033
 CT0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB647010(NAD 83)
 CT0033_MARKER: DB = BENCH MARK DISK
 CT0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0033_STAMPING: G 1050 1956
 CT0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0033+STABILITY: SURFACE MOTION
 CT0033
 CT0033  HISTORY     - Date     Condition        Report By
 CT0033  HISTORY     - 1956     MONUMENTED       CGS
 CT0033
 CT0033                          STATION DESCRIPTION
 CT0033
 CT0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0033'7.45 MI SW FROM SANTO.
 CT0033'7.45 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0033'STATION AT SANTO, 0.15 MILE NORTHWEST OF AN ABANDONED RANCH HOUSE,
 CT0033'48.5 FEET SOUTH OF THE SOUTH RAIL, 17 FEET SOUTH OF MILEPOST 315, 11
 CT0033'FEET NORTH OF A FENCE, 2.4 FEET WEST OF A WITNESS POST, SET IN THE TOP
 CT0033'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0253 ***********************************************************************
 CT0253  DESIGNATION -  G 1051
 CT0253  PID         -  CT0253
 CT0253  STATE/COUNTY-  TX/PALO PINTO
 CT0253  USGS QUAD   -  STRAWN WEST (1967)
 CT0253
 CT0253                         *CURRENT SURVEY CONTROL
 CT0253  ___________________________________________________________________
 CT0253* NAD 83(1986)-  32 32 15.     (N)    098 33 32.     (W)     SCALED    
 CT0253* NAVD 88     -       329.107  (meters)    1079.75   (feet)  ADJUSTED  
 CT0253  ___________________________________________________________________
 CT0253  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CT0253  DYNAMIC HT  -         328.692 (meters)    1078.38  (feet)  COMP
 CT0253  MODELED GRAV-     979,370.7   (mgal)                       NAVD 88
 CT0253
 CT0253  VERT ORDER  -  FIRST     CLASS II
 CT0253
 CT0253.The horizontal coordinates were scaled from a topographic map and have
 CT0253.an estimated accuracy of +/- 6 seconds.
 CT0253
 CT0253.The orthometric height was determined by differential leveling
 CT0253.and adjusted by the National Geodetic Survey in June 1991..
 CT0253
 CT0253.The geoid height was determined by GEOID03.
 CT0253
 CT0253.The dynamic height is computed by dividing the NAVD 88
 CT0253.geopotential number by the normal gravity value computed on the
 CT0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0253.degrees latitude (g = 980.6199 gals.).
 CT0253
 CT0253.The modeled gravity was interpolated from observed gravity values.
 CT0253
 CT0253;                    North         East    Units  Estimated Accuracy
 CT0253;SPC TXNC     - 2,096,570.      594,470.      MT  (+/- 180 meters Scaled)
 CT0253
 CT0253                          SUPERSEDED SURVEY CONTROL
 CT0253
 CT0253  NGVD 29 (??/??/92)  328.992  (m)         1079.37   (f) ADJ UNCH    1 2
 CT0253
 CT0253.Superseded values are not recommended for survey control.
 CT0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0253.See file dsdata.txt to determine how the superseded data were derived.
 CT0253
 CT0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB414001(NAD 83)
 CT0253_MARKER: DB = BENCH MARK DISK
 CT0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0253_SP_SET: BRIDGE ABUTMENT
 CT0253_STAMPING: G 1051 1956
 CT0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0253
 CT0253  HISTORY     - Date     Condition        Report By
 CT0253  HISTORY     - 1956     MONUMENTED       CGS
 CT0253  HISTORY     - 19980627 GOOD             USPSQD
 CT0253  HISTORY     - 20020320 GOOD             USPSQD
 CT0253
 CT0253                          STATION DESCRIPTION
 CT0253
 CT0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0253'4.1 MI W FROM STRAWN.
 CT0253'4.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0253'AT STRAWN, 3.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.5 FEET BELOW
 CT0253'THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE
 CT0253'SOUTHEAST ABUTMENT OF BRIDGE 330.4.
 CT0253
 CT0253                          STATION RECOVERY (1998)
 CT0253
 CT0253'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0253'RECOVERED IN GOOD CONDITION.
 CT0253
 CT0253                          STATION RECOVERY (2002)
 CT0253
 CT0253'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CT0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0495 ***********************************************************************
 CT0495  DESIGNATION -  G 1052
 CT0495  PID         -  CT0495
 CT0495  STATE/COUNTY-  TX/CALLAHAN
 CT0495  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0495
 CT0495                         *CURRENT SURVEY CONTROL
 CT0495  ___________________________________________________________________
 CT0495* NAD 83(1986)-  32 24 29.     (N)    099 30 45.     (W)     SCALED    
 CT0495* NAVD 88     -       615.805  (meters)    2020.35   (feet)  ADJUSTED  
 CT0495  ___________________________________________________________________
 CT0495  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CT0495  DYNAMIC HT  -         614.997 (meters)    2017.70  (feet)  COMP
 CT0495  MODELED GRAV-     979,307.2   (mgal)                       NAVD 88
 CT0495
 CT0495  VERT ORDER  -  FIRST     CLASS II
 CT0495
 CT0495.The horizontal coordinates were scaled from a topographic map and have
 CT0495.an estimated accuracy of +/- 6 seconds.
 CT0495
 CT0495.The orthometric height was determined by differential leveling
 CT0495.and adjusted by the National Geodetic Survey in June 1991..
 CT0495
 CT0495.The geoid height was determined by GEOID03.
 CT0495
 CT0495.The dynamic height is computed by dividing the NAVD 88
 CT0495.geopotential number by the normal gravity value computed on the
 CT0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0495.degrees latitude (g = 980.6199 gals.).
 CT0495
 CT0495.The modeled gravity was interpolated from observed gravity values.
 CT0495
 CT0495;                    North         East    Units  Estimated Accuracy
 CT0495;SPC TXNC     - 2,082,670.      504,760.      MT  (+/- 180 meters Scaled)
 CT0495
 CT0495                          SUPERSEDED SURVEY CONTROL
 CT0495
 CT0495  NGVD 29 (??/??/92)  615.641  (m)         2019.82   (f) ADJ UNCH    1 2
 CT0495
 CT0495.Superseded values are not recommended for survey control.
 CT0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0495.See file dsdata.txt to determine how the superseded data were derived.
 CT0495
 CT0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA518857(NAD 83)
 CT0495_MARKER: DB = BENCH MARK DISK
 CT0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0495_STAMPING: G 1052 1956
 CT0495_MARK LOGO: CGS   
 CT0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0495+STABILITY: SURFACE MOTION
 CT0495
 CT0495  HISTORY     - Date     Condition        Report By
 CT0495  HISTORY     - 1956     MONUMENTED       CGS
 CT0495  HISTORY     - 1961     GOOD             NGS
 CT0495  HISTORY     - 1983     GOOD             NGS
 CT0495  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0495
 CT0495                          STATION DESCRIPTION
 CT0495
 CT0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0495'1.1 MI W FROM CLYDE.
 CT0495'1.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0495'AT CLYDE, 135 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 58 FEET
 CT0495'SOUTH OF THE CENTER LINE OF FARM ROAD 18, 7 FEET NORTH OF A TELEPHONE
 CT0495'POLE, 2.6 FEET WEST OF A WITNESS POST, 5 1/2 POLES WEST OF MILEPOST
 CT0495'393, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 CT0495'THE GROUND.
 CT0495
 CT0495                          STATION RECOVERY (1961)
 CT0495
 CT0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0495'RECOVERED IN GOOD CONDITION.
 CT0495
 CT0495                          STATION RECOVERY (1983)
 CT0495
 CT0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0495'RECOVERED IN GOOD CONDITION WITH THE EXCEPTION THAT THE RAILROAD
 CT0495'STATION IN CLYDE HAS BEEN DESTROYED.  NEW TO REACH FOLLOWS.  21.8 KM
 CT0495'(13.55 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CT0495'RAILROAD STATION IN ABILENE.
 CT0495
 CT0495                          STATION RECOVERY (2001)
 CT0495
 CT0495'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0389 ***********************************************************************
 CT0389  DESIGNATION -  G 1053
 CT0389  PID         -  CT0389
 CT0389  STATE/COUNTY-  TX/CALLAHAN
 CT0389  USGS QUAD   -  PUTNAM SOUTH (1987)
 CT0389
 CT0389                         *CURRENT SURVEY CONTROL
 CT0389  ___________________________________________________________________
 CT0389* NAD 83(1986)-  32 22 18.     (N)    099 10 57.     (W)     SCALED    
 CT0389* NAVD 88     -       487.315  (meters)    1598.80   (feet)  ADJUSTED  
 CT0389  ___________________________________________________________________
 CT0389  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CT0389  DYNAMIC HT  -         486.683 (meters)    1596.73  (feet)  COMP
 CT0389  MODELED GRAV-     979,327.7   (mgal)                       NAVD 88
 CT0389
 CT0389  VERT ORDER  -  FIRST     CLASS II
 CT0389
 CT0389.The horizontal coordinates were scaled from a topographic map and have
 CT0389.an estimated accuracy of +/- 6 seconds.
 CT0389
 CT0389.The orthometric height was determined by differential leveling
 CT0389.and adjusted by the National Geodetic Survey in June 1991..
 CT0389
 CT0389.The geoid height was determined by GEOID03.
 CT0389
 CT0389.The dynamic height is computed by dividing the NAVD 88
 CT0389.geopotential number by the normal gravity value computed on the
 CT0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0389.degrees latitude (g = 980.6199 gals.).
 CT0389
 CT0389.The modeled gravity was interpolated from observed gravity values.
 CT0389
 CT0389;                    North         East    Units  Estimated Accuracy
 CT0389;SPC TXNC     - 2,078,390.      535,770.      MT  (+/- 180 meters Scaled)
 CT0389
 CT0389                          SUPERSEDED SURVEY CONTROL
 CT0389
 CT0389  NGVD 29 (??/??/92)  487.181  (m)         1598.36   (f) ADJ UNCH    1 2
 CT0389
 CT0389.Superseded values are not recommended for survey control.
 CT0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0389.See file dsdata.txt to determine how the superseded data were derived.
 CT0389
 CT0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA828816(NAD 83)
 CT0389_MARKER: DB = BENCH MARK DISK
 CT0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0389_SP_SET: CULVERT
 CT0389_STAMPING: G 1053 1956
 CT0389_MARK LOGO: CGS   
 CT0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0389
 CT0389  HISTORY     - Date     Condition        Report By
 CT0389  HISTORY     - 1956     MONUMENTED       CGS
 CT0389  HISTORY     - 1983     GOOD             NGS
 CT0389
 CT0389                          STATION DESCRIPTION
 CT0389
 CT0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0389'0.7 MI E FROM PUTNAM.
 CT0389'0.7 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0389'PUTNAM, 3 POLES WEST OF MILEPOST 373, 12.7 FEET SOUTH OF THE SOUTH
 CT0389'RAIL, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST
 CT0389'END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 CT0389
 CT0389                          STATION RECOVERY (1983)
 CT0389
 CT0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0389'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.1 KM
 CT0389'(17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0389'FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG
 CT0389'CONRAD HILTON AVENUE, THENCE 20.1 KM (12.5 MI) WESTERLY ALONG THE
 CT0389'MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0628 ***********************************************************************
 CU0628  DESIGNATION -  G 1054
 CU0628  PID         -  CU0628
 CU0628  STATE/COUNTY-  TX/MARTIN
 CU0628  USGS QUAD   -  GERMANIA (1974)
 CU0628
 CU0628                         *CURRENT SURVEY CONTROL
 CU0628  ___________________________________________________________________
 CU0628* NAD 83(1986)-  32 05 41.     (N)    101 52 50.     (W)     SCALED    
 CU0628* NAVD 88     -       815.480  (meters)    2675.45   (feet)  ADJUSTED  
 CU0628  ___________________________________________________________________
 CU0628  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 CU0628  DYNAMIC HT  -         814.344 (meters)    2671.73  (feet)  COMP
 CU0628  MODELED GRAV-     979,219.1   (mgal)                       NAVD 88
 CU0628
 CU0628  VERT ORDER  -  FIRST     CLASS II
 CU0628
 CU0628.The horizontal coordinates were scaled from a topographic map and have
 CU0628.an estimated accuracy of +/- 6 seconds.
 CU0628
 CU0628.The orthometric height was determined by differential leveling
 CU0628.and adjusted by the National Geodetic Survey in June 1991..
 CU0628
 CU0628.The geoid height was determined by GEOID03.
 CU0628
 CU0628.The dynamic height is computed by dividing the NAVD 88
 CU0628.geopotential number by the normal gravity value computed on the
 CU0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0628.degrees latitude (g = 980.6199 gals.).
 CU0628
 CU0628.The modeled gravity was interpolated from observed gravity values.
 CU0628
 CU0628;                    North         East    Units  Estimated Accuracy
 CU0628;SPC TXNC     - 2,052,600.      280,940.      MT  (+/- 180 meters Scaled)
 CU0628
 CU0628                          SUPERSEDED SURVEY CONTROL
 CU0628
 CU0628  NGVD 29 (??/??/92)  815.161  (m)         2674.41   (f) ADJ UNCH    1 2
 CU0628
 CU0628.Superseded values are not recommended for survey control.
 CU0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0628.See file dsdata.txt to determine how the superseded data were derived.
 CU0628
 CU0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA281545(NAD 83)
 CU0628_MARKER: DB = BENCH MARK DISK
 CU0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0628_SP_SET: CULVERT
 CU0628_STAMPING: G 1054 1956
 CU0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0628
 CU0628  HISTORY     - Date     Condition        Report By
 CU0628  HISTORY     - 1956     MONUMENTED       CGS
 CU0628  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0628  HISTORY     - 20010210 MARK NOT FOUND   USPSQD
 CU0628
 CU0628                          STATION DESCRIPTION
 CU0628
 CU0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0628'5.8 MI SW FROM STANTON.
 CU0628'5.8 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0628'STATION AT STANTON, 2 POLES SOUTHWEST OF MILEPOST 540, 61 FEET
 CU0628'NORTHWEST OF THE NORTHWEST RAIL, 0.15 MILE NORTHEAST OF THE STATION
 CU0628'SIGN AT BADEN, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 CU0628'TRAFFIC LANE OF U.S. HIGHWAY 80, 5 FEET BELOW THE TOP OF THE RAILS, 2
 CU0628'FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF
 CU0628'THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
 CU0628
 CU0628                          STATION RECOVERY (1982)
 CU0628
 CU0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0628'MARK NOT FOUND.
 CU0628
 CU0628                          STATION RECOVERY (2001)
 CU0628
 CU0628'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CU0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0280 ***********************************************************************
 CT0280  DESIGNATION -  G 1055
 CT0280  PID         -  CT0280
 CT0280  STATE/COUNTY-  TX/EASTLAND
 CT0280  USGS QUAD   -  LA CASA (1967)
 CT0280
 CT0280                         *CURRENT SURVEY CONTROL
 CT0280  ___________________________________________________________________
 CT0280* NAD 83(1986)-  32 30 05.     (N)    098 41 16.     (W)     SCALED    
 CT0280* NAVD 88     -       456.920  (meters)    1499.08   (feet)  ADJUSTED  
 CT0280  ___________________________________________________________________
 CT0280  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CT0280  DYNAMIC HT  -         456.336 (meters)    1497.16  (feet)  COMP
 CT0280  MODELED GRAV-     979,348.6   (mgal)                       NAVD 88
 CT0280
 CT0280  VERT ORDER  -  FIRST     CLASS II
 CT0280
 CT0280.The horizontal coordinates were scaled from a topographic map and have
 CT0280.an estimated accuracy of +/- 6 seconds.
 CT0280
 CT0280.The orthometric height was determined by differential leveling
 CT0280.and adjusted by the National Geodetic Survey in June 1991..
 CT0280
 CT0280.The geoid height was determined by GEOID03.
 CT0280
 CT0280.The dynamic height is computed by dividing the NAVD 88
 CT0280.geopotential number by the normal gravity value computed on the
 CT0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0280.degrees latitude (g = 980.6199 gals.).
 CT0280
 CT0280.The modeled gravity was interpolated from observed gravity values.
 CT0280
 CT0280;                    North         East    Units  Estimated Accuracy
 CT0280;SPC TXNC     - 2,092,580.      582,360.      MT  (+/- 180 meters Scaled)
 CT0280
 CT0280                          SUPERSEDED SURVEY CONTROL
 CT0280
 CT0280  NGVD 29 (??/??/92)  456.78   (m)         1498.6    (f) COMPUTED    1 2
 CT0280
 CT0280.Superseded values are not recommended for survey control.
 CT0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0280.See file dsdata.txt to determine how the superseded data were derived.
 CT0280
 CT0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA293960(NAD 83)
 CT0280_MARKER: DB = BENCH MARK DISK
 CT0280_SETTING: 66 = SET IN ROCK OUTCROP
 CT0280_SP_SET: ROCK LEDGE
 CT0280_STAMPING: G 1055 1956
 CT0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0280+STABILITY: POSITION/ELEVATION WELL
 CT0280
 CT0280  HISTORY     - Date     Condition        Report By
 CT0280  HISTORY     - 1956     MONUMENTED       CGS
 CT0280
 CT0280                          STATION DESCRIPTION
 CT0280
 CT0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0280'2.7 MI N FROM RANGER.
 CT0280'1.0 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0280'STATION AT RANGER, THENCE 1.7 MILES NORTHWEST ALONG AN ABANDONED GRADE
 CT0280'OF THE WICHITA FALLS AND SOUTHERN RAILROAD, 0.45 MILE NORTH OF THE
 CT0280'CROSSING OF FARM ROAD 717, 163 FEET NORTH OF THE NORTH END OF AN OLD
 CT0280'RAILROAD TRESTLE, 206 FEET SOUTH OF A STEEL PIPE CULVERT, 12 FEET WEST
 CT0280'OF THE CENTER LINE OF THE OLD RAILROAD GRADE, SET IN THE TOP OF THE
 CT0280'EAST EDGE OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0084 ***********************************************************************
 CU0084  DESIGNATION -  G 1056
 CU0084  PID         -  CU0084
 CU0084  STATE/COUNTY-  TX/FISHER
 CU0084  USGS QUAD   -  RAVEN CREEK SOUTH (1984)
 CU0084
 CU0084                         *CURRENT SURVEY CONTROL
 CU0084  ___________________________________________________________________
 CU0084* NAD 83(1986)-  32 31 29.     (N)    100 14 54.     (W)     SCALED    
 CU0084* NAVD 88     -       586.618  (meters)    1924.60   (feet)  POSTED    
 CU0084  ___________________________________________________________________
 CU0084  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CU0084  DYNAMIC HT  -         585.840 (meters)    1922.04  (feet)  COMP
 CU0084  MODELED GRAV-     979,299.2   (mgal)                       NAVD 88
 CU0084
 CU0084  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0084
 CU0084.The horizontal coordinates were scaled from a topographic map and have
 CU0084.an estimated accuracy of +/- 6 seconds.
 CU0084
 CU0084.The orthometric height was determined by differential leveling
 CU0084.and adjusted by the National Geodetic Survey in 1992..
 CU0084.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0084.rate of 0.0 thru 1.0 mm/km.
 CU0084
 CU0084.The geoid height was determined by GEOID03.
 CU0084
 CU0084.The dynamic height is computed by dividing the NAVD 88
 CU0084.geopotential number by the normal gravity value computed on the
 CU0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0084.degrees latitude (g = 980.6199 gals.).
 CU0084
 CU0084.The modeled gravity was interpolated from observed gravity values.
 CU0084
 CU0084;                    North         East    Units  Estimated Accuracy
 CU0084;SPC TXNC     - 2,096,520.      435,760.      MT  (+/- 180 meters Scaled)
 CU0084
 CU0084                          SUPERSEDED SURVEY CONTROL
 CU0084
 CU0084  NGVD 29 (??/??/92)  586.423  (m)         1923.96   (f) ADJ UNCH    1 2
 CU0084
 CU0084.Superseded values are not recommended for survey control.
 CU0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0084.See file dsdata.txt to determine how the superseded data were derived.
 CU0084
 CU0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA827992(NAD 83)
 CU0084_MARKER: DB = BENCH MARK DISK
 CU0084_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0084_SP_SET: 15 FT
 CU0084_STAMPING: G 1056 1956
 CU0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0084
 CU0084  HISTORY     - Date     Condition        Report By
 CU0084  HISTORY     - 1956     MONUMENTED       CGS
 CU0084
 CU0084                          STATION DESCRIPTION
 CU0084
 CU0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0084'7.9 MI NW FROM TRENT.
 CU0084'7.9 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0084'STATION AT TRENT, 4 POLES SOUTHEAST OF THE STATION SIGN AT ESKOTA,
 CU0084'44.5 FEET SOUTHWEST OF THE 8TH POLE NORTHWEST OF MILEPOST 437, 95.5
 CU0084'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET NORTHEAST OF A FENCE, 2
 CU0084'FEET NORTHWEST OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH
 CU0084'COPPER COATED STEEL ROD WHICH IS DRIVEN 15 FEET IN THE GROUND, INCASED
 CU0084'IN A 4 INCH TILE PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0176 ***********************************************************************
 CU0176  DESIGNATION -  G 1057
 CU0176  PID         -  CU0176
 CU0176  STATE/COUNTY-  TX/NOLAN
 CU0176  USGS QUAD   -  SWEETWATER (1987)
 CU0176
 CU0176                         *CURRENT SURVEY CONTROL
 CU0176  ___________________________________________________________________
 CU0176* NAD 83(1986)-  32 27 25.     (N)    100 27 09.     (W)     SCALED    
 CU0176* NAVD 88     -       707.831  (meters)    2322.28   (feet)  ADJUSTED  
 CU0176  ___________________________________________________________________
 CU0176  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CU0176  DYNAMIC HT  -         706.887 (meters)    2319.18  (feet)  COMP
 CU0176  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 CU0176
 CU0176  VERT ORDER  -  FIRST     CLASS II
 CU0176
 CU0176.The horizontal coordinates were scaled from a topographic map and have
 CU0176.an estimated accuracy of +/- 6 seconds.
 CU0176
 CU0176.The orthometric height was determined by differential leveling
 CU0176.and adjusted by the National Geodetic Survey in June 1991..
 CU0176
 CU0176.The geoid height was determined by GEOID03.
 CU0176
 CU0176.The dynamic height is computed by dividing the NAVD 88
 CU0176.geopotential number by the normal gravity value computed on the
 CU0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0176.degrees latitude (g = 980.6199 gals.).
 CU0176
 CU0176.The modeled gravity was interpolated from observed gravity values.
 CU0176
 CU0176;                    North         East    Units  Estimated Accuracy
 CU0176;SPC TXNC     - 2,089,340.      416,450.      MT  (+/- 180 meters Scaled)
 CU0176
 CU0176                          SUPERSEDED SURVEY CONTROL
 CU0176
 CU0176  NGVD 29 (??/??/92)  707.574  (m)         2321.43   (f) ADJ UNCH    1 2
 CU0176
 CU0176.Superseded values are not recommended for survey control.
 CU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0176.See file dsdata.txt to determine how the superseded data were derived.
 CU0176
 CU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA634920(NAD 83)
 CU0176_MARKER: DB = BENCH MARK DISK
 CU0176_SETTING: 66 = SET IN ROCK OUTCROP
 CU0176_SP_SET: OUTCROP
 CU0176_STAMPING: G 1057 1956
 CU0176_MARK LOGO: CGS   
 CU0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0176+STABILITY: POSITION/ELEVATION WELL
 CU0176
 CU0176  HISTORY     - Date     Condition        Report By
 CU0176  HISTORY     - 1956     MONUMENTED       CGS
 CU0176  HISTORY     - 1982     GOOD             NGS
 CU0176
 CU0176                          STATION DESCRIPTION
 CU0176
 CU0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0176'3.0 MI SW FROM SWEETWATER.
 CU0176'3.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0176'STATION AT SWEETWATER, 6 POLES EAST OF MILEPOST 451, AT THE EAST END
 CU0176'OF A CUT, 7.2 FEET NORTH OF THE NORTH RAIL, 3 FEET BELOW THE TOP OF
 CU0176'THE CUT, 1 FOOT ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A LARGE
 CU0176'ROCK OUTCROP.
 CU0176
 CU0176                          STATION RECOVERY (1982)
 CU0176
 CU0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0176'4.5 KM (2.8 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0176'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, 0.3 KM (0.2 MI)
 CU0176'EAST OF MILEPOST 451, IN THE SOUTHEAST END OF AN 8 BY 15 FT EXPOSED
 CU0176'AREA OF OUTCROPPING BEDROCK AT THE EAST END OF A RAILROAD CUT AND 2.2
 CU0176'METERS (7.2 FT) NORTH OF THE NEAR RAIL.
 CU0176'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0305 ***********************************************************************
 CU0305  DESIGNATION -  G 1058
 CU0305  PID         -  CU0305
 CU0305  STATE/COUNTY-  TX/MITCHELL
 CU0305  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0305
 CU0305                         *CURRENT SURVEY CONTROL
 CU0305  ___________________________________________________________________
 CU0305* NAD 83(1986)-  32 22 20.     (N)    100 51 45.     (W)     SCALED    
 CU0305* NAVD 88     -       633.569  (meters)    2078.63   (feet)  ADJUSTED  
 CU0305  ___________________________________________________________________
 CU0305  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CU0305  DYNAMIC HT  -         632.724 (meters)    2075.86  (feet)  COMP
 CU0305  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 CU0305
 CU0305  VERT ORDER  -  FIRST     CLASS II
 CU0305
 CU0305.The horizontal coordinates were scaled from a topographic map and have
 CU0305.an estimated accuracy of +/- 6 seconds.
 CU0305
 CU0305.The orthometric height was determined by differential leveling
 CU0305.and adjusted by the National Geodetic Survey in June 1991..
 CU0305
 CU0305.The geoid height was determined by GEOID03.
 CU0305
 CU0305.The dynamic height is computed by dividing the NAVD 88
 CU0305.geopotential number by the normal gravity value computed on the
 CU0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0305.degrees latitude (g = 980.6199 gals.).
 CU0305
 CU0305.The modeled gravity was interpolated from observed gravity values.
 CU0305
 CU0305;                    North         East    Units  Estimated Accuracy
 CU0305;SPC TXNC     - 2,080,740.      377,700.      MT  (+/- 180 meters Scaled)
 CU0305
 CU0305                          SUPERSEDED SURVEY CONTROL
 CU0305
 CU0305  NGVD 29 (??/??/92)  633.361  (m)         2077.95   (f) ADJ UNCH    1 2
 CU0305
 CU0305.Superseded values are not recommended for survey control.
 CU0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0305.See file dsdata.txt to determine how the superseded data were derived.
 CU0305
 CU0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA247832(NAD 83)
 CU0305_MARKER: DB = BENCH MARK DISK
 CU0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0305_STAMPING: G 1058 1956
 CU0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0305+STABILITY: SURFACE MOTION
 CU0305
 CU0305  HISTORY     - Date     Condition        Report By
 CU0305  HISTORY     - 1956     MONUMENTED       CGS
 CU0305
 CU0305                          STATION DESCRIPTION
 CU0305
 CU0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0305'2.2 MI S FROM COLORADO CITY.
 CU0305'0.8 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0305'COLORADO CITY, THENCE 0.6 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE
 CU0305'0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.4 MILE SOUTH ALONG
 CU0305'A WINDING PRIVATE ROAD, AT THE ENTRANCE TO THE COLORADO CITY AIRPORT,
 CU0305'103.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE, 94.2
 CU0305'FEET NORTH OF THE NORTHEAST CORNER OF AN OLD HANGAR, 49 FEET EAST OF
 CU0305'THE CENTER OF A GATE, 31 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 CU0305'WEST ROAD, 2 FEET SOUTH OF A FENCE, 3.3 FEET WEST OF A WITNESS POST,
 CU0305'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CU0305'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0603 ***********************************************************************
 CU0603  DESIGNATION -  G 1059
 CU0603  PID         -  CU0603
 CU0603  STATE/COUNTY-  TX/HOWARD
 CU0603  USGS QUAD   -  ELBOW (1978)
 CU0603
 CU0603                         *CURRENT SURVEY CONTROL
 CU0603  ___________________________________________________________________
 CU0603* NAD 83(1986)-  32 12 21.     (N)    101 35 01.     (W)     SCALED    
 CU0603* NAVD 88     -       739.171  (meters)    2425.10   (feet)  ADJUSTED  
 CU0603  ___________________________________________________________________
 CU0603  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CU0603  DYNAMIC HT  -         738.156 (meters)    2421.77  (feet)  COMP
 CU0603  MODELED GRAV-     979,242.1   (mgal)                       NAVD 88
 CU0603
 CU0603  VERT ORDER  -  FIRST     CLASS II
 CU0603
 CU0603.The horizontal coordinates were scaled from a topographic map and have
 CU0603.an estimated accuracy of +/- 6 seconds.
 CU0603
 CU0603.The orthometric height was determined by differential leveling
 CU0603.and adjusted by the National Geodetic Survey in June 1991..
 CU0603
 CU0603.The geoid height was determined by GEOID03.
 CU0603
 CU0603.The dynamic height is computed by dividing the NAVD 88
 CU0603.geopotential number by the normal gravity value computed on the
 CU0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0603.degrees latitude (g = 980.6199 gals.).
 CU0603
 CU0603.The modeled gravity was interpolated from observed gravity values.
 CU0603
 CU0603;                    North         East    Units  Estimated Accuracy
 CU0603;SPC TXNC     - 2,064,060.      309,320.      MT  (+/- 180 meters Scaled)
 CU0603
 CU0603                          SUPERSEDED SURVEY CONTROL
 CU0603
 CU0603  NGVD 29 (??/??/92)  738.894  (m)         2424.19   (f) ADJ UNCH    1 2
 CU0603
 CU0603.Superseded values are not recommended for survey control.
 CU0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0603.See file dsdata.txt to determine how the superseded data were derived.
 CU0603
 CU0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA564661(NAD 83)
 CU0603_MARKER: DB = BENCH MARK DISK
 CU0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0603_STAMPING: G 1059 1956
 CU0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0603+STABILITY: SURFACE MOTION
 CU0603
 CU0603  HISTORY     - Date     Condition        Report By
 CU0603  HISTORY     - 1956     MONUMENTED       CGS
 CU0603
 CU0603                          STATION DESCRIPTION
 CU0603
 CU0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0603'7.65 MI SW FROM BIG SPRING.
 CU0603'7.65 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0603'STATION AT BIG SPRING, 0.15 MILE SOUTHWEST OF A LAKE BED, 55 FEET
 CU0603'SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 CU0603'50 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 13 FEET SOUTHEAST OF MILEPOST
 CU0603'521, 2.2 FEET SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS
 CU0603'POST, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 CU0603'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0006 ***********************************************************************
 BP0006  DESIGNATION -  G 106
 BP0006  PID         -  BP0006
 BP0006  STATE/COUNTY-  TX/PECOS
 BP0006  USGS QUAD   -  INDIAN MESA (1969)
 BP0006
 BP0006                         *CURRENT SURVEY CONTROL
 BP0006  ___________________________________________________________________
 BP0006* NAD 83(1986)-  30 53 32.     (N)    102 09 39.     (W)     SCALED    
 BP0006* NAVD 88     -       843.391  (meters)    2767.03   (feet)  ADJUSTED  
 BP0006  ___________________________________________________________________
 BP0006  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 BP0006  DYNAMIC HT  -         842.151 (meters)    2762.96  (feet)  COMP
 BP0006  MODELED GRAV-     979,142.4   (mgal)                       NAVD 88
 BP0006
 BP0006  VERT ORDER  -  FIRST     CLASS II
 BP0006
 BP0006.The horizontal coordinates were scaled from a topographic map and have
 BP0006.an estimated accuracy of +/- 6 seconds.
 BP0006
 BP0006.The orthometric height was determined by differential leveling
 BP0006.and adjusted by the National Geodetic Survey in June 1991..
 BP0006
 BP0006.The geoid height was determined by GEOID03.
 BP0006
 BP0006.The dynamic height is computed by dividing the NAVD 88
 BP0006.geopotential number by the normal gravity value computed on the
 BP0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0006.degrees latitude (g = 980.6199 gals.).
 BP0006
 BP0006.The modeled gravity was interpolated from observed gravity values.
 BP0006
 BP0006;                    North         East    Units  Estimated Accuracy
 BP0006;SPC TX C     - 3,137,290.      525,300.      MT  (+/- 180 meters Scaled)
 BP0006
 BP0006                          SUPERSEDED SURVEY CONTROL
 BP0006
 BP0006  NGVD 29 (??/??/92)  843.117  (m)         2766.13   (f) ADJ UNCH    1 2
 BP0006
 BP0006.Superseded values are not recommended for survey control.
 BP0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0006.See file dsdata.txt to determine how the superseded data were derived.
 BP0006
 BP0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ714211(NAD 83)
 BP0006_MARKER: DB = BENCH MARK DISK
 BP0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0006_STAMPING: G 106 1933 2766.126
 BP0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0006+STABILITY: SURFACE MOTION
 BP0006
 BP0006  HISTORY     - Date     Condition        Report By
 BP0006  HISTORY     - 1933     MONUMENTED       CGS
 BP0006  HISTORY     - 1958     GOOD             NGS
 BP0006
 BP0006                          STATION DESCRIPTION
 BP0006
 BP0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0006'26.95 MI W FROM SHEFFIELD.
 BP0006'ABOUT 26.95 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0006'SHEFFIELD, 71 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT THE
 BP0006'EAST END OF A CURVE, NORTH AND ACROSS THE HIGHWAY FROM A WINDMILL  ON
 BP0006'THE WEST SIDE OF A HILL, 103 FEET EAST OF THE FENCE OF A SMALL CORRAL,
 BP0006'8 FEET NORTH OF THE NORTH HIGHWAY RIGHT OF WAY FENCE, 1 1/2 FEET WEST
 BP0006'OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 BP0006'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0539 ***********************************************************************
 CU0539  DESIGNATION -  G 1060
 CU0539  PID         -  CU0539
 CU0539  STATE/COUNTY-  TX/MITCHELL
 CU0539  USGS QUAD   -  WESTBROOK (1978)
 CU0539
 CU0539                         *CURRENT SURVEY CONTROL
 CU0539  ___________________________________________________________________
 CU0539* NAD 83(1986)-  32 21 13.     (N)    101 00 36.     (W)     SCALED    
 CU0539* NAVD 88     -       650.026  (meters)    2132.63   (feet)  ADJUSTED  
 CU0539  ___________________________________________________________________
 CU0539  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CU0539  DYNAMIC HT  -         649.155 (meters)    2129.77  (feet)  COMP
 CU0539  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 CU0539
 CU0539  VERT ORDER  -  FIRST     CLASS II
 CU0539
 CU0539.The horizontal coordinates were scaled from a topographic map and have
 CU0539.an estimated accuracy of +/- 6 seconds.
 CU0539
 CU0539.The orthometric height was determined by differential leveling
 CU0539.and adjusted by the National Geodetic Survey in June 1991..
 CU0539
 CU0539.The geoid height was determined by GEOID03.
 CU0539
 CU0539.The dynamic height is computed by dividing the NAVD 88
 CU0539.geopotential number by the normal gravity value computed on the
 CU0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0539.degrees latitude (g = 980.6199 gals.).
 CU0539
 CU0539.The modeled gravity was interpolated from observed gravity values.
 CU0539
 CU0539;                    North         East    Units  Estimated Accuracy
 CU0539;SPC TXNC     - 2,079,000.      363,770.      MT  (+/- 180 meters Scaled)
 CU0539
 CU0539                          SUPERSEDED SURVEY CONTROL
 CU0539
 CU0539  NGVD 29 (??/??/92)  649.809  (m)         2131.91   (f) ADJ UNCH    1 2
 CU0539
 CU0539.Superseded values are not recommended for survey control.
 CU0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0539.See file dsdata.txt to determine how the superseded data were derived.
 CU0539
 CU0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA108814(NAD 83)
 CU0539_MARKER: DB = BENCH MARK DISK
 CU0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0539_STAMPING: G 1060 1956
 CU0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0539+STABILITY: SURFACE MOTION
 CU0539
 CU0539  HISTORY     - Date     Condition        Report By
 CU0539  HISTORY     - 1956     MONUMENTED       CGS
 CU0539  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0539
 CU0539                          STATION DESCRIPTION
 CU0539
 CU0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0539'IN WESTBROOK.
 CU0539'AT WESTBROOK, 6 RAILS NORTHEAST OF THE SECTION FOREMANS HOUSE, 141
 CU0539'FEET NORTHWEST OF MILEPOST 485, 31.2 FEET NORTHWEST OF THE NORTHWEST
 CU0539'RAIL OF THE TEXAS AND PACIFIC RAILROAD, 34 FEET NORTHEAST OF A
 CU0539'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.8 FEET
 CU0539'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CU0539'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CU0539
 CU0539                          STATION RECOVERY (1982)
 CU0539
 CU0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0096 ***********************************************************************
 CC0096  DESIGNATION -  G 1061
 CC0096  PID         -  CC0096
 CC0096  STATE/COUNTY-  TX/MIDLAND
 CC0096  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0096
 CC0096                         *CURRENT SURVEY CONTROL
 CC0096  ___________________________________________________________________
 CC0096* NAD 83(1986)-  31 59 21.     (N)    102 03 40.     (W)     SCALED    
 CC0096* NAVD 88     -       844.647  (meters)    2771.15   (feet)  ADJUSTED  
 CC0096  ___________________________________________________________________
 CC0096  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CC0096  DYNAMIC HT  -         843.462 (meters)    2767.26  (feet)  COMP
 CC0096  MODELED GRAV-     979,208.3   (mgal)                       NAVD 88
 CC0096
 CC0096  VERT ORDER  -  FIRST     CLASS II
 CC0096
 CC0096.The horizontal coordinates were scaled from a topographic map and have
 CC0096.an estimated accuracy of +/- 6 seconds.
 CC0096
 CC0096.The orthometric height was determined by differential leveling
 CC0096.and adjusted by the National Geodetic Survey in June 1991..
 CC0096
 CC0096.The geoid height was determined by GEOID03.
 CC0096
 CC0096.The dynamic height is computed by dividing the NAVD 88
 CC0096.geopotential number by the normal gravity value computed on the
 CC0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0096.degrees latitude (g = 980.6199 gals.).
 CC0096
 CC0096.The modeled gravity was interpolated from observed gravity values.
 CC0096
 CC0096;                    North         East    Units  Estimated Accuracy
 CC0096;SPC TX C     - 3,258,740.      536,720.      MT  (+/- 180 meters Scaled)
 CC0096
 CC0096                          SUPERSEDED SURVEY CONTROL
 CC0096
 CC0096  NGVD 29 (??/??/92)  844.280  (m)         2769.94   (f) ADJ UNCH    1 2
 CC0096
 CC0096.Superseded values are not recommended for survey control.
 CC0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0096.See file dsdata.txt to determine how the superseded data were derived.
 CC0096
 CC0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR776430(NAD 83)
 CC0096_MARKER: DB = BENCH MARK DISK
 CC0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0096_STAMPING: G 1061 1956
 CC0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0096+STABILITY: SURFACE MOTION
 CC0096
 CC0096  HISTORY     - Date     Condition        Report By
 CC0096  HISTORY     - 1956     MONUMENTED       CGS
 CC0096  HISTORY     - 1965     MARK NOT FOUND   USGS
 CC0096  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0096
 CC0096                          STATION DESCRIPTION
 CC0096
 CC0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0096'1.15 MI SE FROM MIDLAND.
 CC0096'0.4 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE TEXAS AND PACIFIC
 CC0096'RAILROAD STATION AT MIDLAND, THENCE 0.75 MILE EAST ALONG STATE HIGHWAY
 CC0096'158, 86 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 CC0096'NORTHEAST OF THE CENTER LINE OF SOUTH LAMESA ROAD, 51 FEET NORTHWEST
 CC0096'OF THE CENTER LINE OF FARM ROAD 307, 8.5 FEET NORTHEAST OF A POWER
 CC0096'POLE, 1.8 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CC0096'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CC0096
 CC0096                          STATION RECOVERY (1965)
 CC0096
 CC0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CC0096'MARK NOT FOUND.
 CC0096
 CC0096                          STATION RECOVERY (1982)
 CC0096
 CC0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0202 ***********************************************************************
 CC0202  DESIGNATION -  G 1062
 CC0202  PID         -  CC0202
 CC0202  STATE/COUNTY-  TX/ECTOR
 CC0202  USGS QUAD   -  PENWELL (1981)
 CC0202
 CC0202                         *CURRENT SURVEY CONTROL
 CC0202  ___________________________________________________________________
 CC0202* NAD 83(1986)-  31 44 06.     (N)    102 36 10.     (W)     SCALED    
 CC0202* NAVD 88     -       890.514  (meters)    2921.63   (feet)  ADJUSTED  
 CC0202  ___________________________________________________________________
 CC0202  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CC0202  DYNAMIC HT  -         889.267 (meters)    2917.54  (feet)  COMP
 CC0202  MODELED GRAV-     979,208.7   (mgal)                       NAVD 88
 CC0202
 CC0202  VERT ORDER  -  FIRST     CLASS II
 CC0202
 CC0202.The horizontal coordinates were scaled from a topographic map and have
 CC0202.an estimated accuracy of +/- 6 seconds.
 CC0202
 CC0202.The orthometric height was determined by differential leveling
 CC0202.and adjusted by the National Geodetic Survey in June 1991..
 CC0202
 CC0202.The geoid height was determined by GEOID03.
 CC0202
 CC0202.The dynamic height is computed by dividing the NAVD 88
 CC0202.geopotential number by the normal gravity value computed on the
 CC0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0202.degrees latitude (g = 980.6199 gals.).
 CC0202
 CC0202.The modeled gravity was interpolated from observed gravity values.
 CC0202
 CC0202;                    North         East    Units  Estimated Accuracy
 CC0202;SPC TX C     - 3,231,490.      484,960.      MT  (+/- 180 meters Scaled)
 CC0202
 CC0202                          SUPERSEDED SURVEY CONTROL
 CC0202
 CC0202  NGVD 29 (??/??/92)  890.157  (m)         2920.46   (f) ADJ UNCH    1 2
 CC0202
 CC0202.Superseded values are not recommended for survey control.
 CC0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0202.See file dsdata.txt to determine how the superseded data were derived.
 CC0202
 CC0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR271135(NAD 83)
 CC0202_MARKER: DB = BENCH MARK DISK
 CC0202_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0202_SP_SET: 14 FT
 CC0202_STAMPING: G 1062 1956
 CC0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0202
 CC0202  HISTORY     - Date     Condition        Report By
 CC0202  HISTORY     - 1956     MONUMENTED       CGS
 CC0202  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0202  HISTORY     - 20010202 MARK NOT FOUND   USPSQD
 CC0202
 CC0202                          STATION DESCRIPTION
 CC0202
 CC0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0202'16.0 MI SW FROM ODESSA.
 CC0202'16.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0202'STATION AT ODESSA, 17 POLES NORTHEAST OF MILEPOST 590, 95.1 FEET
 CC0202'NORTHWEST OF THE NORTHWEST RAIL, 2.8 FEET SOUTHEAST OF A FENCE, 2.6
 CC0202'FEET SOUTHWEST OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH
 CC0202'COPPER COATED STEEL ROD WHICH IS DRIVEN 14 FEET IN THE GROUND, INCASED
 CC0202'IN A 6 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CC0202
 CC0202                          STATION RECOVERY (1982)
 CC0202
 CC0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0202'BROKEN TILE WAS FOUND IN THE AREA BUT THE DISK WAS NOT RECOVERED.
 CC0202
 CC0202                          STATION RECOVERY (2001)
 CC0202
 CC0202'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0224 ***********************************************************************
 CC0224  DESIGNATION -  G 1063
 CC0224  PID         -  CC0224
 CC0224  STATE/COUNTY-  TX/WARD
 CC0224  USGS QUAD   -  MONAHANS SE (1968)
 CC0224
 CC0224                         *CURRENT SURVEY CONTROL
 CC0224  ___________________________________________________________________
 CC0224* NAD 83(1986)-  31 36 13.     (N)    102 51 40.     (W)     SCALED    
 CC0224* NAVD 88     -       810.977  (meters)    2660.68   (feet)  ADJUSTED  
 CC0224  ___________________________________________________________________
 CC0224  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CC0224  DYNAMIC HT  -         809.854 (meters)    2657.00  (feet)  COMP
 CC0224  MODELED GRAV-     979,227.6   (mgal)                       NAVD 88
 CC0224
 CC0224  VERT ORDER  -  FIRST     CLASS II
 CC0224
 CC0224.The horizontal coordinates were scaled from a topographic map and have
 CC0224.an estimated accuracy of +/- 6 seconds.
 CC0224
 CC0224.The orthometric height was determined by differential leveling
 CC0224.and adjusted by the National Geodetic Survey in June 1991..
 CC0224
 CC0224.The geoid height was determined by GEOID03.
 CC0224
 CC0224.The dynamic height is computed by dividing the NAVD 88
 CC0224.geopotential number by the normal gravity value computed on the
 CC0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0224.degrees latitude (g = 980.6199 gals.).
 CC0224
 CC0224.The modeled gravity was interpolated from observed gravity values.
 CC0224
 CC0224;                    North         East    Units  Estimated Accuracy
 CC0224;SPC TX C     - 3,217,450.      460,160.      MT  (+/- 180 meters Scaled)
 CC0224
 CC0224                          SUPERSEDED SURVEY CONTROL
 CC0224
 CC0224  NGVD 29 (??/??/92)  810.650  (m)         2659.61   (f) ADJ UNCH    1 2
 CC0224
 CC0224.Superseded values are not recommended for survey control.
 CC0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0224.See file dsdata.txt to determine how the superseded data were derived.
 CC0224
 CC0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ029984(NAD 83)
 CC0224_MARKER: DB = BENCH MARK DISK
 CC0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0224_STAMPING: G 1063 1956
 CC0224_MARK LOGO: CGS   
 CC0224_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0224+STABILITY: SURFACE MOTION
 CC0224
 CC0224  HISTORY     - Date     Condition        Report By
 CC0224  HISTORY     - 1956     MONUMENTED       CGS
 CC0224  HISTORY     - 1982     GOOD             NGS
 CC0224  HISTORY     - 20010202 POOR             USPSQD
 CC0224  HISTORY     - 20030824 POOR             INDIV
 CC0224
 CC0224                          STATION DESCRIPTION
 CC0224
 CC0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0224'2.0 MI NE FROM MONAHANS.
 CC0224'2.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0224'STATION AT MONAHANS, 87.5 FEET NORTH OF THE 17TH POLE SOUTHWEST OF
 CC0224'MILEPOST 607, 16.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 73.4 FEET
 CC0224'SOUTHWEST OF A POWER POLE, 79 FEET SOUTHEAST OF A FENCE, 5 FEET
 CC0224'NORTHWEST OF THE WEST CORNER OF A HAND CAR SETOFF, 2 FEET NORTHEAST OF
 CC0224'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 CC0224'FOOT ABOVE THE GROUND.
 CC0224
 CC0224                          STATION RECOVERY (1982)
 CC0224
 CC0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0224'3.3 KM (2.05 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0224'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 24.5 METERS (80.4
 CC0224'FT) SOUTH-SOUTHEAST OF A FENCE, 22.4 METERS (73.5 FT) WEST-SOUTHWEST
 CC0224'OF A UTILITY POLE AND 5.1 METERS (16.7 FT) NORTH-NORTHWEST OF THE NEAR
 CC0224'RAIL.
 CC0224'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CC0224'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CC0224
 CC0224                          STATION RECOVERY (2001)
 CC0224
 CC0224'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0224'MARK RECOVERED IN POOR CONDITION.
 CC0224
 CC0224                          STATION RECOVERY (2003)
 CC0224
 CC0224'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0224'TOP OF CONCRETE IS BROKEN OFF AND DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0241 ***********************************************************************
 CC0241  DESIGNATION -  G 1064
 CC0241  PID         -  CC0241
 CC0241  STATE/COUNTY-  TX/WARD
 CC0241  USGS QUAD   -  MONAHANS (1981)
 CC0241
 CC0241                         *CURRENT SURVEY CONTROL
 CC0241  ___________________________________________________________________
 CC0241* NAD 83(1986)-  31 34 40.     (N)    102 53 29.     (W)     SCALED    
 CC0241* NAVD 88     -       795.127  (meters)    2608.68   (feet)  ADJUSTED  
 CC0241  ___________________________________________________________________
 CC0241  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CC0241  DYNAMIC HT  -         794.022 (meters)    2605.05  (feet)  COMP
 CC0241  MODELED GRAV-     979,224.1   (mgal)                       NAVD 88
 CC0241
 CC0241  VERT ORDER  -  FIRST     CLASS II
 CC0241
 CC0241.The horizontal coordinates were scaled from a topographic map and have
 CC0241.an estimated accuracy of +/- 6 seconds.
 CC0241
 CC0241.The orthometric height was determined by differential leveling
 CC0241.and adjusted by the National Geodetic Survey in June 1991..
 CC0241
 CC0241.The geoid height was determined by GEOID03.
 CC0241
 CC0241.The dynamic height is computed by dividing the NAVD 88
 CC0241.geopotential number by the normal gravity value computed on the
 CC0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0241.degrees latitude (g = 980.6199 gals.).
 CC0241
 CC0241.The modeled gravity was interpolated from observed gravity values.
 CC0241
 CC0241;                    North         East    Units  Estimated Accuracy
 CC0241;SPC TX C     - 3,214,650.      457,220.      MT  (+/- 180 meters Scaled)
 CC0241
 CC0241                          SUPERSEDED SURVEY CONTROL
 CC0241
 CC0241  NGVD 29 (??/??/92)  794.784  (m)         2607.55   (f) ADJ UNCH    1 2
 CC0241
 CC0241.Superseded values are not recommended for survey control.
 CC0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0241.See file dsdata.txt to determine how the superseded data were derived.
 CC0241
 CC0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ000955(NAD 83)
 CC0241_MARKER: DB = BENCH MARK DISK
 CC0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0241_STAMPING: G 1064 1956
 CC0241_MARK LOGO: CGS   
 CC0241_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0241+STABILITY: SURFACE MOTION
 CC0241
 CC0241  HISTORY     - Date     Condition        Report By
 CC0241  HISTORY     - 1956     MONUMENTED       CGS
 CC0241  HISTORY     - 1958     GOOD             NGS
 CC0241  HISTORY     - 1981     GOOD             NGS
 CC0241  HISTORY     - 1982     GOOD             NGS
 CC0241  HISTORY     - 20010202 GOOD             USPSQD
 CC0241
 CC0241                          STATION DESCRIPTION
 CC0241
 CC0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0241'1.2 MI S FROM MONAHANS.
 CC0241'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 82 FROM THE TEXAS AND
 CC0241'PACIFIC RAILROAD STATION AT MONAHANS, 41 FEET EAST OF THE CENTER LINE
 CC0241'OF THE HIGHWAY, 101 1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE RED
 CC0241'CHAIN FEED STORE, 33 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CC0241'RANCH TYPE CONCRETE BLOCK HOUSE NUMBER 1620, 3 1/2 FEET NORTH OF A
 CC0241'POWER POLE, 1 1/2 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE
 CC0241'BLOCK FENCE, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CC0241
 CC0241                          STATION RECOVERY (1981)
 CC0241
 CC0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0241'IN MONAHANS, AT THE INTERSECTION OF STOCKTON AVENUE AND NINETEENTH
 CC0241'STREET, 57.6 METERS (189.0 FT) NORTH OF THE CENTER OF THE STREET,
 CC0241'10.3 METERS (33.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 CC0241'7.6 METERS (25.0 FT) EAST OF THE CENTERLINE OF THE NORTH LANES OF
 CC0241'THE AVENUE, 2.1 METERS (7.0 FT) WEST OF UTILITY POLE NUMBER 1620
 CC0241'WITH A STREET LIGHT, 0.5 METER (1.7 FT) EAST OF A GAS METER, AND
 CC0241'0.5 METER (1.7 FT) WEST OF THE NORTHWEST CORNER OF A THREE FOOT
 CC0241'HIGH CONCRETE BLOCK FENCE.
 CC0241'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 CC0241
 CC0241                          STATION RECOVERY (1982)
 CC0241
 CC0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0241'RECOVERED IN GOOD CONDITION.
 CC0241
 CC0241                          STATION RECOVERY (2001)
 CC0241
 CC0241'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0439 ***********************************************************************
 CC0439  DESIGNATION -  G 1065
 CC0439  PID         -  CC0439
 CC0439  STATE/COUNTY-  TX/REEVES
 CC0439  USGS QUAD   -  WORSHAM (1971)
 CC0439
 CC0439                         *CURRENT SURVEY CONTROL
 CC0439  ___________________________________________________________________
 CC0439* NAD 83(1986)-  31 18 21.     (N)    103 32 55.     (W)     SCALED    
 CC0439* NAVD 88     -       804.809  (meters)    2640.44   (feet)  POSTED    
 CC0439  ___________________________________________________________________
 CC0439  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CC0439  DYNAMIC HT  -         803.630 (meters)    2636.58  (feet)  COMP
 CC0439  MODELED GRAV-     979,155.1   (mgal)                       NAVD 88
 CC0439
 CC0439  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0439
 CC0439.The horizontal coordinates were scaled from a topographic map and have
 CC0439.an estimated accuracy of +/- 6 seconds.
 CC0439
 CC0439.The orthometric height was determined by differential leveling
 CC0439.and adjusted by the National Geodetic Survey in 1992..
 CC0439.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0439.rate of 0.0 thru 1.0 mm/km.
 CC0439
 CC0439.The geoid height was determined by GEOID03.
 CC0439
 CC0439.The dynamic height is computed by dividing the NAVD 88
 CC0439.geopotential number by the normal gravity value computed on the
 CC0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0439.degrees latitude (g = 980.6199 gals.).
 CC0439
 CC0439.The modeled gravity was interpolated from observed gravity values.
 CC0439
 CC0439;                    North         East    Units  Estimated Accuracy
 CC0439;SPC TX C     - 3,186,130.      393,990.      MT  (+/- 180 meters Scaled)
 CC0439
 CC0439                          SUPERSEDED SURVEY CONTROL
 CC0439
 CC0439  NGVD 29 (??/??/92)  804.688  (m)         2640.05   (f) ADJ UNCH    1 2
 CC0439
 CC0439.Superseded values are not recommended for survey control.
 CC0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0439.See file dsdata.txt to determine how the superseded data were derived.
 CC0439
 CC0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ381644(NAD 83)
 CC0439_MARKER: DB = BENCH MARK DISK
 CC0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0439_SP_SET: CULVERT
 CC0439_STAMPING: G 1065 1956
 CC0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0439
 CC0439  HISTORY     - Date     Condition        Report By
 CC0439  HISTORY     - 1956     MONUMENTED       CGS
 CC0439
 CC0439                          STATION DESCRIPTION
 CC0439
 CC0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0439'9.4 MI S FROM PECOS.
 CC0439'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0439'THENCE 7.8 MILES SOUTH ALONG STATE HIGHWAY 17, 22 FEET WEST OF THE
 CC0439'CENTER LINE OF THE HIGHWAY, 74.8 FEET EAST OF THE EAST RAIL OF THE
 CC0439'PECOS VALLEY SOUTHERN RAILROAD, SET IN THE TOP OF THE SOUTH END OF THE
 CC0439'WEST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0309 ***********************************************************************
 CC0309  DESIGNATION -  G 1066
 CC0309  PID         -  CC0309
 CC0309  STATE/COUNTY-  TX/WARD
 CC0309  USGS QUAD   -  QUITO DRAW (1981)
 CC0309
 CC0309                         *CURRENT SURVEY CONTROL
 CC0309  ___________________________________________________________________
 CC0309* NAD 83(1986)-  31 29 17.     (N)    103 17 01.     (W)     SCALED    
 CC0309* NAVD 88     -       815.306  (meters)    2674.88   (feet)  ADJUSTED  
 CC0309  ___________________________________________________________________
 CC0309  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CC0309  DYNAMIC HT  -         814.121 (meters)    2671.00  (feet)  COMP
 CC0309  MODELED GRAV-     979,160.6   (mgal)                       NAVD 88
 CC0309
 CC0309  VERT ORDER  -  FIRST     CLASS II
 CC0309
 CC0309.The horizontal coordinates were scaled from a topographic map and have
 CC0309.an estimated accuracy of +/- 6 seconds.
 CC0309
 CC0309.The orthometric height was determined by differential leveling
 CC0309.and adjusted by the National Geodetic Survey in June 1991..
 CC0309.WARNING-Repeat measurements at this control monument indicate possible
 CC0309.vertical movement.
 CC0309
 CC0309.The geoid height was determined by GEOID03.
 CC0309
 CC0309.The dynamic height is computed by dividing the NAVD 88
 CC0309.geopotential number by the normal gravity value computed on the
 CC0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0309.degrees latitude (g = 980.6199 gals.).
 CC0309
 CC0309.The modeled gravity was interpolated from observed gravity values.
 CC0309
 CC0309;                    North         East    Units  Estimated Accuracy
 CC0309;SPC TX C     - 3,205,630.      419,740.      MT  (+/- 180 meters Scaled)
 CC0309
 CC0309                          SUPERSEDED SURVEY CONTROL
 CC0309
 CC0309  NGVD 29 (??/??/92)  814.929  (m)         2673.65   (f) ADJ UNCH    1 2
 CC0309
 CC0309.Superseded values are not recommended for survey control.
 CC0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0309.See file dsdata.txt to determine how the superseded data were derived.
 CC0309
 CC0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ630849(NAD 83)
 CC0309_MARKER: DB = BENCH MARK DISK
 CC0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0309_SP_SET: CULVERT
 CC0309_STAMPING: G 1066 1956
 CC0309_MARK LOGO: CGS   
 CC0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0309
 CC0309  HISTORY     - Date     Condition        Report By
 CC0309  HISTORY     - 1956     MONUMENTED       CGS
 CC0309  HISTORY     - 1981     GOOD             NGS
 CC0309
 CC0309                          STATION DESCRIPTION
 CC0309
 CC0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0309'6.8 MI NE FROM BARSTOW.
 CC0309'6.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0309'STATION AT BARSTOW, 5 POLES NORTHEAST OF THE STATION SIGN AT QUITO, 14
 CC0309'1/2 POLES NORTHEAST OF MILEPOST 634, 13.5 FEET SOUTHEAST OF THE
 CC0309'SOUTHEAST RAIL, 6.6 FEET EAST OF THE EAST CORNER OF A CONCRETE
 CC0309'SEMAPHORE FOUNDATION, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 CC0309'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 40 INCH
 CC0309'CONCRETE PIPE CULVERT.
 CC0309
 CC0309                          STATION RECOVERY (1981)
 CC0309
 CC0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0309'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0309'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 23.2 KM (14.4 MI) NORTHEAST
 CC0309'ALONG THE MISSOURI PACIFIC RAILROAD, 0.8 KM (0.5 MI) NORTHEAST OF
 CC0309'MILE POST 634, IN TOP OF AND 0.2 METER (0.5 FT) NORTHEAST OF THE
 CC0309'SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 40-INCH CONCRETE PIPE
 CC0309'CULVERT UNDER THE TRACKS, 45.7 METERS (150.0 FT) NORTH AND ACROSS
 CC0309'U.S. HIGHWAY 80 FROM HIGHWAY MILE POST 56, 4.1 METERS (13.5 FT)
 CC0309'SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0309'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0435 ***********************************************************************
 CC0435  DESIGNATION -  G 1067
 CC0435  PID         -  CC0435
 CC0435  STATE/COUNTY-  TX/REEVES
 CC0435  USGS QUAD   -  WORSHAM (1971)
 CC0435
 CC0435                         *CURRENT SURVEY CONTROL
 CC0435  ___________________________________________________________________
 CC0435* NAD 83(1986)-  31 15 31.     (N)    103 33 37.     (W)     SCALED    
 CC0435* NAVD 88     -       811.325  (meters)    2661.82   (feet)  POSTED    
 CC0435  ___________________________________________________________________
 CC0435  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CC0435  DYNAMIC HT  -         810.140 (meters)    2657.93  (feet)  COMP
 CC0435  MODELED GRAV-     979,152.9   (mgal)                       NAVD 88
 CC0435
 CC0435  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0435
 CC0435.The horizontal coordinates were scaled from a topographic map and have
 CC0435.an estimated accuracy of +/- 6 seconds.
 CC0435
 CC0435.The orthometric height was determined by differential leveling
 CC0435.and adjusted by the National Geodetic Survey in 1992..
 CC0435.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0435.rate of 1.1 thru 2.0 mm/km.
 CC0435
 CC0435.The geoid height was determined by GEOID03.
 CC0435
 CC0435.The dynamic height is computed by dividing the NAVD 88
 CC0435.geopotential number by the normal gravity value computed on the
 CC0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0435.degrees latitude (g = 980.6199 gals.).
 CC0435
 CC0435.The modeled gravity was interpolated from observed gravity values.
 CC0435
 CC0435;                    North         East    Units  Estimated Accuracy
 CC0435;SPC TX C     - 3,180,930.      392,720.      MT  (+/- 180 meters Scaled)
 CC0435
 CC0435                          SUPERSEDED SURVEY CONTROL
 CC0435
 CC0435  NGVD 29 (??/??/92)  811.189  (m)         2661.38   (f) ADJ UNCH    1 2
 CC0435
 CC0435.Superseded values are not recommended for survey control.
 CC0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0435.See file dsdata.txt to determine how the superseded data were derived.
 CC0435
 CC0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ370591(NAD 83)
 CC0435_MARKER: DB = BENCH MARK DISK
 CC0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0435_STAMPING: G 1067 1956
 CC0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0435+STABILITY: SURFACE MOTION
 CC0435
 CC0435  HISTORY     - Date     Condition        Report By
 CC0435  HISTORY     - 1956     MONUMENTED       CGS
 CC0435
 CC0435                          STATION DESCRIPTION
 CC0435
 CC0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0435'12.8 MI S FROM PECOS.
 CC0435'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0435'THENCE 11.2 MILES SOUTH ALONG STATE HIGHWAY 17, 48 FEET EAST OF THE
 CC0435'CENTER LINE OF THE HIGHWAY, 410 FEET NORTH OF THE CENTER LINE OF A
 CC0435'PRIVATE ROAD LEADING EAST, 13.2 FEET SOUTH OF A POWER POLE, IN LINE
 CC0435'WITH A ROW OF POWER POLES, 2.3 FEET NORTH OF A WITNESS POST, 2 FEET
 CC0435'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 CC0435'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0080 ***********************************************************************
 CD0080  DESIGNATION -  G 1068
 CD0080  PID         -  CD0080
 CD0080  STATE/COUNTY-  TX/REEVES
 CD0080  USGS QUAD   -  SAN MARTINE (1970)
 CD0080
 CD0080                         *CURRENT SURVEY CONTROL
 CD0080  ___________________________________________________________________
 CD0080* NAD 83(1986)-  31 09 47.     (N)    104 02 03.     (W)     SCALED    
 CD0080* NAVD 88     -      1112.153  (meters)    3648.79   (feet)  ADJUSTED  
 CD0080  ___________________________________________________________________
 CD0080  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CD0080  DYNAMIC HT  -        1110.480 (meters)    3643.30  (feet)  COMP
 CD0080  MODELED GRAV-     979,097.4   (mgal)                       NAVD 88
 CD0080
 CD0080  VERT ORDER  -  FIRST     CLASS II
 CD0080
 CD0080.The horizontal coordinates were scaled from a topographic map and have
 CD0080.an estimated accuracy of +/- 6 seconds.
 CD0080
 CD0080.The orthometric height was determined by differential leveling
 CD0080.and adjusted by the National Geodetic Survey in June 1991..
 CD0080
 CD0080.The geoid height was determined by GEOID03.
 CD0080
 CD0080.The dynamic height is computed by dividing the NAVD 88
 CD0080.geopotential number by the normal gravity value computed on the
 CD0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0080.degrees latitude (g = 980.6199 gals.).
 CD0080
 CD0080.The modeled gravity was interpolated from observed gravity values.
 CD0080
 CD0080;                    North         East    Units  Estimated Accuracy
 CD0080;SPC TX C     - 3,171,750.      347,260.      MT  (+/- 180 meters Scaled)
 CD0080
 CD0080                          SUPERSEDED SURVEY CONTROL
 CD0080
 CD0080  NGVD 29 (??/??/92) 1111.742  (m)         3647.44   (f) ADJ UNCH    1 2
 CD0080
 CD0080.Superseded values are not recommended for survey control.
 CD0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0080.See file dsdata.txt to determine how the superseded data were derived.
 CD0080
 CD0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ920480(NAD 83)
 CD0080_MARKER: DB = BENCH MARK DISK
 CD0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0080_STAMPING: G 1068 1956
 CD0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0080+STABILITY: SURFACE MOTION
 CD0080
 CD0080  HISTORY     - Date     Condition        Report By
 CD0080  HISTORY     - 1956     MONUMENTED       CGS
 CD0080
 CD0080                          STATION DESCRIPTION
 CD0080
 CD0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0080'2.7 MI E FROM SAN MARTINE.
 CD0080'2.7 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0080'FOREMANS HOUSE AT SAN MARTINE, 20 FEET EAST OF MILEPOST 684, IN LINE
 CD0080'WITH A ROW OF TELEPHONE POLES, 39.3 FEET SOUTH OF THE SOUTH RAIL, 21
 CD0080'FEET NORTH OF THE NORTH EDGE OF A DRY WASH, 2.2 FEET WEST OF A WITNESS
 CD0080'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 CD0080'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0113 ***********************************************************************
 CD0113  DESIGNATION -  G 1069
 CD0113  PID         -  CD0113
 CD0113  STATE/COUNTY-  TX/CULBERSON
 CD0113  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0113
 CD0113                         *CURRENT SURVEY CONTROL
 CD0113  ___________________________________________________________________
 CD0113* NAD 83(1986)-  31 04 18.     (N)    104 20 31.     (W)     SCALED    
 CD0113* NAVD 88     -      1336.848  (meters)    4385.98   (feet)  ADJUSTED  
 CD0113  ___________________________________________________________________
 CD0113  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 CD0113  DYNAMIC HT  -        1334.758 (meters)    4379.12  (feet)  COMP
 CD0113  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 CD0113
 CD0113  VERT ORDER  -  FIRST     CLASS II
 CD0113
 CD0113.The horizontal coordinates were scaled from a topographic map and have
 CD0113.an estimated accuracy of +/- 6 seconds.
 CD0113
 CD0113.The orthometric height was determined by differential leveling
 CD0113.and adjusted by the National Geodetic Survey in June 1991..
 CD0113
 CD0113.The geoid height was determined by GEOID03.
 CD0113
 CD0113.The dynamic height is computed by dividing the NAVD 88
 CD0113.geopotential number by the normal gravity value computed on the
 CD0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0113.degrees latitude (g = 980.6199 gals.).
 CD0113
 CD0113.The modeled gravity was interpolated from observed gravity values.
 CD0113
 CD0113;                    North         East    Units  Estimated Accuracy
 CD0113;SPC TX C     - 3,162,640.      317,580.      MT  (+/- 180 meters Scaled)
 CD0113
 CD0113                          SUPERSEDED SURVEY CONTROL
 CD0113
 CD0113  NGVD 29 (??/??/92) 1336.330  (m)         4384.28   (f) ADJ UNCH    1 2
 CD0113
 CD0113.Superseded values are not recommended for survey control.
 CD0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0113.See file dsdata.txt to determine how the superseded data were derived.
 CD0113
 CD0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ627377(NAD 83)
 CD0113_MARKER: DB = BENCH MARK DISK
 CD0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0113_STAMPING: G 1069 1956
 CD0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0113+STABILITY: SURFACE MOTION
 CD0113
 CD0113  HISTORY     - Date     Condition        Report By
 CD0113  HISTORY     - 1956     MONUMENTED       CGS
 CD0113
 CD0113                          STATION DESCRIPTION
 CD0113
 CD0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0113'2.8 MI E FROM BORACHO.
 CD0113'2.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0113'FOREMANS HOUSE AT BORACHO, 49.5 FEET SOUTH OF THE SOUTH RAIL, 19.8
 CD0113'FEET SOUTHEAST OF MILEPOST 706, 1.7 FEET SOUTH OF A FENCE, 2 FEET WEST
 CD0113'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CD0113'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0181 ***********************************************************************
 CC0181  DESIGNATION -  G 107
 CC0181  PID         -  CC0181
 CC0181  STATE/COUNTY-  TX/PECOS
 CC0181  USGS QUAD   -  DIAMOND Y SPRING NW (1974)
 CC0181
 CC0181                         *CURRENT SURVEY CONTROL
 CC0181  ___________________________________________________________________
 CC0181* NAD 83(1986)-  31 08 17.     (N)    102 53 29.     (W)     SCALED    
 CC0181* NAVD 88     -       790.953  (meters)    2594.99   (feet)  ADJUSTED  
 CC0181  ___________________________________________________________________
 CC0181  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CC0181  DYNAMIC HT  -         789.809 (meters)    2591.23  (feet)  COMP
 CC0181  MODELED GRAV-     979,168.1   (mgal)                       NAVD 88
 CC0181
 CC0181  VERT ORDER  -  FIRST     CLASS II
 CC0181
 CC0181.The horizontal coordinates were scaled from a topographic map and have
 CC0181.an estimated accuracy of +/- 6 seconds.
 CC0181
 CC0181.The orthometric height was determined by differential leveling
 CC0181.and adjusted by the National Geodetic Survey in June 1991..
 CC0181
 CC0181.The geoid height was determined by GEOID03.
 CC0181
 CC0181.The dynamic height is computed by dividing the NAVD 88
 CC0181.geopotential number by the normal gravity value computed on the
 CC0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0181.degrees latitude (g = 980.6199 gals.).
 CC0181
 CC0181.The modeled gravity was interpolated from observed gravity values.
 CC0181
 CC0181;                    North         East    Units  Estimated Accuracy
 CC0181;SPC TX C     - 3,165,920.      456,100.      MT  (+/- 180 meters Scaled)
 CC0181
 CC0181                          SUPERSEDED SURVEY CONTROL
 CC0181
 CC0181  NGVD 29 (??/??/92)  790.648  (m)         2593.98   (f) ADJ UNCH    1 2
 CC0181
 CC0181.Superseded values are not recommended for survey control.
 CC0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0181.See file dsdata.txt to determine how the superseded data were derived.
 CC0181
 CC0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ010468(NAD 83)
 CC0181_MARKER: DB = BENCH MARK DISK
 CC0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0181_STAMPING: G 107 1933 2593.984
 CC0181_MARK LOGO: CGS   
 CC0181_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0181+STABILITY: SURFACE MOTION
 CC0181
 CC0181  HISTORY     - Date     Condition        Report By
 CC0181  HISTORY     - 1933     MONUMENTED       CGS
 CC0181  HISTORY     - 1958     GOOD             NGS
 CC0181  HISTORY     - 1981     GOOD             NGS
 CC0181
 CC0181                          STATION DESCRIPTION
 CC0181
 CC0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0181'14.75 MI S FROM GRANDFALLS.
 CC0181'ABOUT 14.75 MILES SOUTH ALONG STATE HIGHWAY 82 FROM THE FIRST BAPTIST
 CC0181'CHURCH AT GRANDFALLS, ABOUT 0.4 MILE WEST ALONG U. S. HIGHWAYS 290,
 CC0181'285 AND 67 FROM THE PANHANDLE AND SANTA FE RAILROAD STATION AT FORT
 CC0181'STOCKTON, THENCE 15.75 MILES NORTH ALONG STATE HIGHWAY 82, 66 FEET
 CC0181'EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.25 MILE NORTH OF A
 CC0181'PRIVATE ROAD LEADING WEST, 6 FEET EAST OF THE EAST RIGHT OF WAY FENCE,
 CC0181'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CC0181
 CC0181                          STATION RECOVERY (1981)
 CC0181
 CC0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0181'24.0 KM (14.9 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0181'WITH STATE HIGHWAY 329 IN GRANDFALLS, 20.1 METERS (66.0 FT) EAST
 CC0181'OF THE CENTERLINE OF THE HIGHWAY AND 13.9 METERS (45.6 FT)
 CC0181'SOUTH-SOUTHEAST OF A UTILITY POLE.
 CC0181'THE MARK IS 1.9 METERS  E FROM  A WITNESS POST AND FENCE
 CC0181'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0144 ***********************************************************************
 CD0144  DESIGNATION -  G 1070
 CD0144  PID         -  CD0144
 CD0144  STATE/COUNTY-  TX/JEFF DAVIS
 CD0144  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0144
 CD0144                         *CURRENT SURVEY CONTROL
 CD0144  ___________________________________________________________________
 CD0144* NAD 83(1986)-  31 05 03.     (N)    104 04 13.     (W)     SCALED    
 CD0144* NAVD 88     -      1239.502  (meters)    4066.60   (feet)  POSTED    
 CD0144  ___________________________________________________________________
 CD0144  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 CD0144  DYNAMIC HT  -        1237.590 (meters)    4060.33  (feet)  COMP
 CD0144  MODELED GRAV-     979,054.8   (mgal)                       NAVD 88
 CD0144
 CD0144  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CD0144
 CD0144.The horizontal coordinates were scaled from a topographic map and have
 CD0144.an estimated accuracy of +/- 6 seconds.
 CD0144
 CD0144.The orthometric height was determined by differential leveling
 CD0144.and adjusted by the National Geodetic Survey in 1992..
 CD0144.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CD0144.rate of 1.1 thru 2.0 mm/km.
 CD0144
 CD0144.The geoid height was determined by GEOID03.
 CD0144
 CD0144.The dynamic height is computed by dividing the NAVD 88
 CD0144.geopotential number by the normal gravity value computed on the
 CD0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0144.degrees latitude (g = 980.6199 gals.).
 CD0144
 CD0144.The modeled gravity was interpolated from observed gravity values.
 CD0144
 CD0144;                    North         East    Units  Estimated Accuracy
 CD0144;SPC TX C     - 3,163,130.      343,530.      MT  (+/- 180 meters Scaled)
 CD0144
 CD0144                          SUPERSEDED SURVEY CONTROL
 CD0144
 CD0144  NGVD 29 (??/??/92) 1239.040  (m)         4065.08   (f) ADJ UNCH    1 2
 CD0144
 CD0144.Superseded values are not recommended for survey control.
 CD0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0144.See file dsdata.txt to determine how the superseded data were derived.
 CD0144
 CD0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ886393(NAD 83)
 CD0144_MARKER: DB = BENCH MARK DISK
 CD0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0144_SP_SET: CULVERT
 CD0144_STAMPING: G 1070 1956
 CD0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0144
 CD0144  HISTORY     - Date     Condition        Report By
 CD0144  HISTORY     - 1956     MONUMENTED       CGS
 CD0144  HISTORY     - 1967     GOOD             NGS
 CD0144
 CD0144                          STATION DESCRIPTION
 CD0144
 CD0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CD0144'9.35 MI E FROM KENT.
 CD0144'3.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0144'AT KENT, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, THENCE 5.85 MILES
 CD0144'EAST ALONG U.S. HIGHWAY 80, 52 FEET WEST OF A JEFF DAVIS-REEVES COUNTY
 CD0144'LINE MARKER, 28.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CD0144'SET IN THE TOP OF THE CENTER OF THE SOUTHEAST HEADWALL OF A CONCRETE
 CD0144'CULVERT.  NOTE-- THIS BENCH MARK WILL BE DESTROYED DURING CONSTRUCTION
 CD0144'OF INTERSTATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0145 ***********************************************************************
 CD0145  DESIGNATION -  G 1070 RESET 1967
 CD0145  PID         -  CD0145
 CD0145  STATE/COUNTY-  TX/JEFF DAVIS
 CD0145  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0145
 CD0145                         *CURRENT SURVEY CONTROL
 CD0145  ___________________________________________________________________
 CD0145* NAD 83(1986)-  31 05 04.     (N)    104 04 15.     (W)     SCALED    
 CD0145* NAVD 88     -      1236.378  (meters)    4056.35   (feet)  ADJUSTED  
 CD0145  ___________________________________________________________________
 CD0145  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 CD0145  DYNAMIC HT  -        1234.471 (meters)    4050.09  (feet)  COMP
 CD0145  MODELED GRAV-     979,054.7   (mgal)                       NAVD 88
 CD0145
 CD0145  VERT ORDER  -  FIRST     CLASS II
 CD0145
 CD0145.The horizontal coordinates were scaled from a topographic map and have
 CD0145.an estimated accuracy of +/- 6 seconds.
 CD0145
 CD0145.The orthometric height was determined by differential leveling
 CD0145.and adjusted by the National Geodetic Survey in June 1991..
 CD0145
 CD0145.The geoid height was determined by GEOID03.
 CD0145
 CD0145.The dynamic height is computed by dividing the NAVD 88
 CD0145.geopotential number by the normal gravity value computed on the
 CD0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0145.degrees latitude (g = 980.6199 gals.).
 CD0145
 CD0145.The modeled gravity was interpolated from observed gravity values.
 CD0145
 CD0145;                    North         East    Units  Estimated Accuracy
 CD0145;SPC TX C     - 3,163,160.      343,480.      MT  (+/- 180 meters Scaled)
 CD0145
 CD0145                          SUPERSEDED SURVEY CONTROL
 CD0145
 CD0145.No superseded survey control is available for this station.
 CD0145
 CD0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ886393(NAD 83)
 CD0145_MARKER: DB = BENCH MARK DISK
 CD0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0145_STAMPING: G 1070 RESET 1967
 CD0145_PROJECTION: PROJECTING 20 CENTIMETERS
 CD0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0145+STABILITY: SURFACE MOTION
 CD0145
 CD0145  HISTORY     - Date     Condition        Report By
 CD0145  HISTORY     - 1967     MONUMENTED       CGS
 CD0145  HISTORY     - 1981     GOOD             NGS
 CD0145
 CD0145                          STATION DESCRIPTION
 CD0145
 CD0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CD0145'9.15 MI E FROM KENT.
 CD0145'ABOUT 9.15 MILES EAST ALONG U.S. HIGHWAY 80 FROM KENT TO THE JEFF
 CD0145'DAVIS-REEVES COUNTY LINE AND SITE OF BENCH MARK, 1.05 MILES WEST OF
 CD0145'THE JUNCTION OF U.S. HIGHWAYS 80-290 AND INTERSTATE HIGHWAY 10, AT THE
 CD0145'NORTHEAST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 10, 1 FOOT EAST OF A
 CD0145'METAL WITNESS POST.  A C AND GS BENCH MARK DISK SET IN A 10 X 10 IN.
 CD0145'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF
 CD0145'GROUND.
 CD0145
 CD0145                          STATION RECOVERY (1981)
 CD0145
 CD0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0145'14.6 KM (9.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0145'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 0.2 KM
 CD0145'(0.15 MI) NORTHEAST OF A POWERLINE CROSSING, 75.6 METERS (248.0 FT)
 CD0145'WEST-NORTHWEST OF MILE POST 186, 62.2 METERS (204.0 FT)
 CD0145'NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 CD0145'HIGHWAY, 1.1 METERS (3.5 FT) NORTH-NORTHEAST OF A FENCE, AND 0.9
 CD0145'METER (2.9 FT) NORTH OF A CONCRETE RIGHT OF WAY MARKER.
 CD0145'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CD0145'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0527 ***********************************************************************
 CD0527  DESIGNATION -  G 1071
 CD0527  PID         -  CD0527
 CD0527  STATE/COUNTY-  TX/HUDSPETH
 CD0527  USGS QUAD   -  ALLAMOORE (1964)
 CD0527
 CD0527                         *CURRENT SURVEY CONTROL
 CD0527  ___________________________________________________________________
 CD0527* NAD 83(1986)-  31 05 23.     (N)    105 03 09.     (W)     SCALED    
 CD0527* NAVD 88     -      1363.624  (meters)    4473.82   (feet)  ADJUSTED  
 CD0527  ___________________________________________________________________
 CD0527  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CD0527  DYNAMIC HT  -        1361.463 (meters)    4466.73  (feet)  COMP
 CD0527  MODELED GRAV-     979,008.2   (mgal)                       NAVD 88
 CD0527
 CD0527  VERT ORDER  -  FIRST     CLASS II
 CD0527
 CD0527.The horizontal coordinates were scaled from a topographic map and have
 CD0527.an estimated accuracy of +/- 6 seconds.
 CD0527
 CD0527.The orthometric height was determined by differential leveling
 CD0527.and adjusted by the National Geodetic Survey in June 1991..
 CD0527
 CD0527.The geoid height was determined by GEOID03.
 CD0527
 CD0527.The dynamic height is computed by dividing the NAVD 88
 CD0527.geopotential number by the normal gravity value computed on the
 CD0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0527.degrees latitude (g = 980.6199 gals.).
 CD0527
 CD0527.The modeled gravity was interpolated from observed gravity values.
 CD0527
 CD0527;                    North         East    Units  Estimated Accuracy
 CD0527;SPC TX C     - 3,167,300.      249,910.      MT  (+/- 180 meters Scaled)
 CD0527
 CD0527                          SUPERSEDED SURVEY CONTROL
 CD0527
 CD0527  NGVD 29 (??/??/92) 1363.064  (m)         4471.99   (f) ADJ UNCH    1 2
 CD0527
 CD0527.Superseded values are not recommended for survey control.
 CD0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0527.See file dsdata.txt to determine how the superseded data were derived.
 CD0527
 CD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ949395(NAD 83)
 CD0527_MARKER: DB = BENCH MARK DISK
 CD0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0527_SP_SET: CULVERT
 CD0527_STAMPING: G 1071 1956
 CD0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0527
 CD0527  HISTORY     - Date     Condition        Report By
 CD0527  HISTORY     - 1956     MONUMENTED       CGS
 CD0527  HISTORY     - 1981     GOOD             NGS
 CD0527
 CD0527                          STATION DESCRIPTION
 CD0527
 CD0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0527'3.0 MI W FROM ALLAMORE.
 CD0527'3.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0527'FOREMANS HOUSE AT ALLAMORE, 0.15 MILE EAST OF A JUNCTION OF OLD AND
 CD0527'NEW U.S. HIGHWAY 80, 82.5 FEET SOUTH OF THE SOUTH RAIL, 80 FEET
 CD0527'SOUTHEAST OF THE SOUTHWEST CORNER OF TRESTLE 749.4, 16 FEET NORTH OF
 CD0527'THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE WEST END OF
 CD0527'THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE OLD HIGHWAY.
 CD0527
 CD0527                          STATION RECOVERY (1981)
 CD0527
 CD0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0527'17.4 KM (10.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0527'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.35 MI)
 CD0527'NORTH ALONG A PAVED ROAD TURNING TO GRAVELED, THENCE 5.0 KM (3.1 MI)
 CD0527'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, O.6 KM (0.4 MI)
 CD0527'NORTHWEST OF MILEPOST 749, AT RAILROAD TRESSEL NUMBER 749.4, IN TOP
 CD0527'OF AND 0.2 METER (0.5 FT) EAST OF THE WEST END OF THE NORTH CONCRETE
 CD0527'HEADWALL OF A MULTI-BOX CULVERT, 25.1 METERS (82.5 FT) SOUTH
 CD0527'OF THE NEAR RAIL AND 4.9 METERS (16.0 FT) NORTH OF THE CENTERLINE
 CD0527'OF THE ROAD.
 CD0527'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0009 ***********************************************************************
 CE0009  DESIGNATION -  G 1073
 CE0009  PID         -  CE0009
 CE0009  STATE/COUNTY-  TX/EL PASO
 CE0009  USGS QUAD   -  CLINT (1995)
 CE0009
 CE0009                         *CURRENT SURVEY CONTROL
 CE0009  ___________________________________________________________________
 CE0009* NAD 83(1986)-  31 31 15.     (N)    106 10 09.     (W)     SCALED    
 CE0009* NAVD 88     -      1102.243  (meters)    3616.28   (feet)  ADJUSTED  
 CE0009  ___________________________________________________________________
 CE0009  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0009  DYNAMIC HT  -        1100.549 (meters)    3610.72  (feet)  COMP
 CE0009  MODELED GRAV-     979,065.9   (mgal)                       NAVD 88
 CE0009
 CE0009  VERT ORDER  -  FIRST     CLASS II
 CE0009
 CE0009.The horizontal coordinates were scaled from a topographic map and have
 CE0009.an estimated accuracy of +/- 6 seconds.
 CE0009
 CE0009.The orthometric height was determined by differential leveling
 CE0009.and adjusted by the National Geodetic Survey in June 1991..
 CE0009
 CE0009.The geoid height was determined by GEOID03.
 CE0009
 CE0009.The dynamic height is computed by dividing the NAVD 88
 CE0009.geopotential number by the normal gravity value computed on the
 CE0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0009.degrees latitude (g = 980.6199 gals.).
 CE0009
 CE0009.The modeled gravity was interpolated from observed gravity values.
 CE0009
 CE0009;                    North         East    Units  Estimated Accuracy
 CE0009;SPC TX C     - 3,220,080.      146,000.      MT  (+/- 180 meters Scaled)
 CE0009
 CE0009                          SUPERSEDED SURVEY CONTROL
 CE0009
 CE0009  NGVD 29 (??/??/92) 1101.699  (m)         3614.49   (f) ADJ UNCH    1 2
 CE0009
 CE0009.Superseded values are not recommended for survey control.
 CE0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0009.See file dsdata.txt to determine how the superseded data were derived.
 CE0009
 CE0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ889879(NAD 83)
 CE0009_MARKER: DB = BENCH MARK DISK
 CE0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0009_STAMPING: G 1073 1956
 CE0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0009+STABILITY: SURFACE MOTION
 CE0009
 CE0009  HISTORY     - Date     Condition        Report By
 CE0009  HISTORY     - 1956     MONUMENTED       CGS
 CE0009
 CE0009                          STATION DESCRIPTION
 CE0009
 CE0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0009'1.35 MI NW FROM FABENS.
 CE0009'1.35 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0009'STATION AT FABENS, 14 1/2 RAILS SOUTHEAST OF THE CENTER OF A ROAD
 CE0009'CROSSING, 85 FEET SOUTH OF SEMAPHORE 8015, 30.4 FEET SOUTHEAST OF A
 CE0009'ROUND CONCRETE TELEPHONE BOOTH, 40.5 FEET SOUTHWEST OF THE SOUTHWEST
 CE0009'RAIL OF THE MAIN TRACK, 18 FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE
 CE0009'WITH A ROW OF TELEPHONE POLES, 2.3 FEET SOUTHWEST OF A WITNESS POST,
 CE0009'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CE0009'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0003 ***********************************************************************
 CE0003  DESIGNATION -  G 1074
 CE0003  PID         -  CE0003
 CE0003  STATE/COUNTY-  TX/EL PASO
 CE0003  USGS QUAD   -  CLINT (1995)
 CE0003
 CE0003                         *CURRENT SURVEY CONTROL
 CE0003  ___________________________________________________________________
 CE0003* NAD 83(1986)-  31 30 38.     (N)    106 09 01.     (W)     SCALED    
 CE0003* NAVD 88     -      1109.705  (meters)    3640.76   (feet)  ADJUSTED  
 CE0003  ___________________________________________________________________
 CE0003  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0003  DYNAMIC HT  -        1107.994 (meters)    3635.14  (feet)  COMP
 CE0003  MODELED GRAV-     979,061.0   (mgal)                       NAVD 88
 CE0003
 CE0003  VERT ORDER  -  FIRST     CLASS II
 CE0003
 CE0003.This mark is at Fabens Airport (E35)
 CE0003
 CE0003.The horizontal coordinates were scaled from a topographic map and have
 CE0003.an estimated accuracy of +/- 6 seconds.
 CE0003
 CE0003.The orthometric height was determined by differential leveling
 CE0003.and adjusted by the National Geodetic Survey in June 1991..
 CE0003
 CE0003.The geoid height was determined by GEOID03.
 CE0003
 CE0003.The dynamic height is computed by dividing the NAVD 88
 CE0003.geopotential number by the normal gravity value computed on the
 CE0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0003.degrees latitude (g = 980.6199 gals.).
 CE0003
 CE0003.The modeled gravity was interpolated from observed gravity values.
 CE0003
 CE0003;                    North         East    Units  Estimated Accuracy
 CE0003;SPC TX C     - 3,218,850.      147,730.      MT  (+/- 180 meters Scaled)
 CE0003
 CE0003                          SUPERSEDED SURVEY CONTROL
 CE0003
 CE0003  NGVD 29 (??/??/92) 1109.155  (m)         3638.95   (f) ADJ UNCH    1 2
 CE0003
 CE0003.Superseded values are not recommended for survey control.
 CE0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0003.See file dsdata.txt to determine how the superseded data were derived.
 CE0003
 CE0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ907867(NAD 83)
 CE0003_MARKER: DB = BENCH MARK DISK
 CE0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0003_STAMPING: G 1074 1956
 CE0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0003+STABILITY: SURFACE MOTION
 CE0003
 CE0003  HISTORY     - Date     Condition        Report By
 CE0003  HISTORY     - 1956     MONUMENTED       CGS
 CE0003  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0003  HISTORY     - 19920507 MARK NOT FOUND   USGS
 CE0003
 CE0003                          STATION DESCRIPTION
 CE0003
 CE0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0003'0.9 MI N FROM FABENS.
 CE0003'0.15 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0003'STATION AT FABENS, THENCE 0.6 MILE NORTHEAST ALONG FABENS STREET
 CE0003'NORTH, THENCE 0.15 MILE NORTHWEST ALONG C.C.C. CAMP ROAD, 195 FEET
 CE0003'SOUTHWEST OF THE CONCRETE BASE OF THE WIND SOCK AND GASOLINE PUMPS AT
 CE0003'THE FABENS AIRPORT, 58 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT
 CE0003'ROAD LEADING INTO THE AIRPORT, 8.2 FEET SOUTHEAST OF A FENCE CORNER, 2
 CE0003'FEET NORTHWEST OF A WITNESS POST, AT THE ENTRANCE TO THE AIRPORT, SET
 CE0003'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CE0003'GROUND.
 CE0003
 CE0003                          STATION RECOVERY (1981)
 CE0003
 CE0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0003'MARK NOT FOUND.
 CE0003
 CE0003                          STATION RECOVERY (1992)
 CE0003
 CE0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0845 ***********************************************************************
 AY0845  DESIGNATION -  G 1075
 AY0845  PID         -  AY0845
 AY0845  STATE/COUNTY-  TX/MEDINA
 AY0845  USGS QUAD   -  LYTLE (1982)
 AY0845
 AY0845                         *CURRENT SURVEY CONTROL
 AY0845  ___________________________________________________________________
 AY0845* NAD 83(1986)-  29 10 38.     (N)    098 52 30.     (W)     SCALED    
 AY0845* NAVD 88     -       208.074  (meters)     682.66   (feet)  ADJUSTED  
 AY0845  ___________________________________________________________________
 AY0845  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AY0845  DYNAMIC HT  -         207.776 (meters)     681.68  (feet)  COMP
 AY0845  MODELED GRAV-     979,206.5   (mgal)                       NAVD 88
 AY0845
 AY0845  VERT ORDER  -  FIRST     CLASS II
 AY0845
 AY0845.The horizontal coordinates were scaled from a topographic map and have
 AY0845.an estimated accuracy of +/- 6 seconds.
 AY0845
 AY0845.The orthometric height was determined by differential leveling
 AY0845.and adjusted by the National Geodetic Survey in June 1991..
 AY0845
 AY0845.The geoid height was determined by GEOID03.
 AY0845
 AY0845.The dynamic height is computed by dividing the NAVD 88
 AY0845.geopotential number by the normal gravity value computed on the
 AY0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0845.degrees latitude (g = 980.6199 gals.).
 AY0845
 AY0845.The modeled gravity was interpolated from observed gravity values.
 AY0845
 AY0845;                    North         East    Units  Estimated Accuracy
 AY0845;SPC TXSC     - 4,148,950.      612,160.      MT  (+/- 180 meters Scaled)
 AY0845
 AY0845                          SUPERSEDED SURVEY CONTROL
 AY0845
 AY0845  NGVD 29 (??/??/92)  207.956  (m)          682.27   (f) ADJ UNCH    1 2
 AY0845
 AY0845.Superseded values are not recommended for survey control.
 AY0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0845.See file dsdata.txt to determine how the superseded data were derived.
 AY0845
 AY0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT121276(NAD 83)
 AY0845_MARKER: DB = BENCH MARK DISK
 AY0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0845_STAMPING: G 1075 1956
 AY0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0845+STABILITY: SURFACE MOTION
 AY0845
 AY0845  HISTORY     - Date     Condition        Report By
 AY0845  HISTORY     - 1956     MONUMENTED       CGS
 AY0845  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY0845  HISTORY     - 19950522 MARK NOT FOUND   USPSQD
 AY0845  HISTORY     - 19970917 MARK NOT FOUND   USPSQD
 AY0845
 AY0845                          STATION DESCRIPTION
 AY0845
 AY0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0845'1.0 MI SW FROM NATALIA.
 AY0845'1.0 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AY0845'FROM THE STATION AT NATALIA, 30 FEET SOUTHWEST OF THE 2ND POLE
 AY0845'SOUTHWEST OF MILEPOST 288, 77 FEET NORTHWEST OF THE CENTER LINE OF
 AY0845'U.S. HIGHWAY 81, 75 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD,
 AY0845'IN LINE WITH A ROW OF TELEPHONE POLES, 35.3 FEET SOUTHEAST OF THE
 AY0845'SOUTHEAST RAIL, 2.8 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 AY0845'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0845
 AY0845                          STATION RECOVERY (1987)
 AY0845
 AY0845'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY0845'MARK NOT FOUND.
 AY0845
 AY0845                          STATION RECOVERY (1995)
 AY0845
 AY0845'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0845'MARK NOT FOUND.
 AY0845
 AY0845                          STATION RECOVERY (1997)
 AY0845
 AY0845'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0175 ***********************************************************************
 AO0175  DESIGNATION -  G 1076
 AO0175  PID         -  AO0175
 AO0175  STATE/COUNTY-  TX/FRIO
 AO0175  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0175
 AO0175                         *CURRENT SURVEY CONTROL
 AO0175  ___________________________________________________________________
 AO0175* NAD 83(1986)-  28 54 30.     (N)    099 05 30.     (W)     SCALED    
 AO0175* NAVD 88     -       196.272  (meters)     643.94   (feet)  ADJUSTED  
 AO0175  ___________________________________________________________________
 AO0175  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AO0175  DYNAMIC HT  -         195.986 (meters)     643.00  (feet)  COMP
 AO0175  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 AO0175
 AO0175  VERT ORDER  -  FIRST     CLASS II
 AO0175
 AO0175.The horizontal coordinates were scaled from a topographic map and have
 AO0175.an estimated accuracy of +/- 6 seconds.
 AO0175
 AO0175.The orthometric height was determined by differential leveling
 AO0175.and adjusted by the National Geodetic Survey in June 1991..
 AO0175
 AO0175.The geoid height was determined by GEOID03.
 AO0175
 AO0175.The dynamic height is computed by dividing the NAVD 88
 AO0175.geopotential number by the normal gravity value computed on the
 AO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0175.degrees latitude (g = 980.6199 gals.).
 AO0175
 AO0175.The modeled gravity was interpolated from observed gravity values.
 AO0175
 AO0175;                    North         East    Units  Estimated Accuracy
 AO0175;SPC TXSC     - 4,119,140.      591,060.      MT  (+/- 180 meters Scaled)
 AO0175
 AO0175                          SUPERSEDED SURVEY CONTROL
 AO0175
 AO0175  NGVD 29 (??/??/92)  196.148  (m)          643.53   (f) ADJ UNCH    1 2
 AO0175
 AO0175.Superseded values are not recommended for survey control.
 AO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0175.See file dsdata.txt to determine how the superseded data were derived.
 AO0175
 AO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS910978(NAD 83)
 AO0175_MARKER: DB = BENCH MARK DISK
 AO0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0175_STAMPING: G 1076 1956
 AO0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0175+STABILITY: SURFACE MOTION
 AO0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0175+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 AO0175
 AO0175  HISTORY     - Date     Condition        Report By
 AO0175  HISTORY     - 1956     MONUMENTED       CGS
 AO0175  HISTORY     - 19960806 GOOD             USPSQD
 AO0175  HISTORY     - 19980204 POOR             USPSQD
 AO0175  HISTORY     - 20030523 GOOD             USPSQD
 AO0175
 AO0175                          STATION DESCRIPTION
 AO0175
 AO0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0175'1.25 MI N FROM PEARSALL.
 AO0175'1.25 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0175'FROM THE STATION AT PEARSALL, AT A ROAD CROSSING, 41 FEET EAST OF THE
 AO0175'EAST RAIL, 53 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 32
 AO0175'FEET SOUTH OF A FENCE CORNER, 6 FEET WEST OF A FENCE, 1.3 FEET EAST OF
 AO0175'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AO0175'FOOT ABOVE THE GROUND.
 AO0175
 AO0175                          STATION RECOVERY (1996)
 AO0175
 AO0175'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0175'RECOVERED IN GOOD CONDITION.
 AO0175
 AO0175                          STATION RECOVERY (1998)
 AO0175
 AO0175'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0175'MARK RECOVERED IN POOR CONDITION.
 AO0175
 AO0175                          STATION RECOVERY (2003)
 AO0175
 AO0175'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0216 ***********************************************************************
 AO0216  DESIGNATION -  G 1077
 AO0216  PID         -  AO0216
 AO0216  STATE/COUNTY-  TX/LA SALLE
 AO0216  USGS QUAD   -  MILLETT (1974)
 AO0216
 AO0216                         *CURRENT SURVEY CONTROL
 AO0216  ___________________________________________________________________
 AO0216* NAD 83(1986)-  28 36 07.     (N)    099 11 21.     (W)     SCALED    
 AO0216* NAVD 88     -       151.147  (meters)     495.89   (feet)  ADJUSTED  
 AO0216  ___________________________________________________________________
 AO0216  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AO0216  DYNAMIC HT  -         150.922 (meters)     495.15  (feet)  COMP
 AO0216  MODELED GRAV-     979,155.1   (mgal)                       NAVD 88
 AO0216
 AO0216  VERT ORDER  -  FIRST     CLASS II
 AO0216
 AO0216.The horizontal coordinates were scaled from a topographic map and have
 AO0216.an estimated accuracy of +/- 6 seconds.
 AO0216
 AO0216.The orthometric height was determined by differential leveling
 AO0216.and adjusted by the National Geodetic Survey in June 1991..
 AO0216
 AO0216.The geoid height was determined by GEOID03.
 AO0216
 AO0216.The dynamic height is computed by dividing the NAVD 88
 AO0216.geopotential number by the normal gravity value computed on the
 AO0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0216.degrees latitude (g = 980.6199 gals.).
 AO0216
 AO0216.The modeled gravity was interpolated from observed gravity values.
 AO0216
 AO0216;                    North         East    Units  Estimated Accuracy
 AO0216;SPC TXSC     - 4,085,200.      581,500.      MT  (+/- 180 meters Scaled)
 AO0216
 AO0216                          SUPERSEDED SURVEY CONTROL
 AO0216
 AO0216  NGVD 29 (??/??/92)  151.023  (m)          495.48   (f) ADJ UNCH    1 2
 AO0216
 AO0216.Superseded values are not recommended for survey control.
 AO0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0216.See file dsdata.txt to determine how the superseded data were derived.
 AO0216
 AO0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS815639(NAD 83)
 AO0216_MARKER: DB = BENCH MARK DISK
 AO0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0216_STAMPING: G 1077 1956
 AO0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0216+STABILITY: SURFACE MOTION
 AO0216
 AO0216  HISTORY     - Date     Condition        Report By
 AO0216  HISTORY     - 1956     MONUMENTED       CGS
 AO0216  HISTORY     - 1958     GOOD             NGS
 AO0216  HISTORY     - 1988     GOOD             USPSQD
 AO0216
 AO0216                          STATION DESCRIPTION
 AO0216
 AO0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0216'4.95 MI S FROM DILLEY.
 AO0216'4.95 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0216'FROM THE STATION AT DILLEY, AT A ROAD CROSSING, 84 FEET SOUTH OF THE
 AO0216'CENTER LINE OF A DIRT ROAD, 54 FEET EAST OF THE CENTER LINE OF U.S.
 AO0216'HIGHWAY 81, 42.7 FEET WEST OF THE WEST RAIL, 30.6 FEET SOUTH OF A
 AO0216'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 4 FEET EAST OF
 AO0216'A FENCE, 1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 AO0216'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AO0216
 AO0216                          STATION RECOVERY (1958)
 AO0216
 AO0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0216'RECOVERED IN GOOD CONDITION.
 AO0216
 AO0216                          STATION RECOVERY (1988)
 AO0216
 AO0216'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0273 ***********************************************************************
 AO0273  DESIGNATION -  G 1078
 AO0273  PID         -  AO0273
 AO0273  STATE/COUNTY-  TX/LA SALLE
 AO0273  USGS QUAD   -  ARTESIA WELLS (1982)
 AO0273
 AO0273                         *CURRENT SURVEY CONTROL
 AO0273  ___________________________________________________________________
 AO0273* NAD 83(1986)-  28 19 47.     (N)    099 16 22.     (W)     SCALED    
 AO0273* NAVD 88     -       162.346  (meters)     532.63   (feet)  ADJUSTED  
 AO0273  ___________________________________________________________________
 AO0273  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AO0273  DYNAMIC HT  -         162.100 (meters)     531.82  (feet)  COMP
 AO0273  MODELED GRAV-     979,128.2   (mgal)                       NAVD 88
 AO0273
 AO0273  VERT ORDER  -  FIRST     CLASS II
 AO0273
 AO0273.The horizontal coordinates were scaled from a topographic map and have
 AO0273.an estimated accuracy of +/- 6 seconds.
 AO0273
 AO0273.The orthometric height was determined by differential leveling
 AO0273.and adjusted by the National Geodetic Survey in June 1991..
 AO0273
 AO0273.The geoid height was determined by GEOID03.
 AO0273
 AO0273.The dynamic height is computed by dividing the NAVD 88
 AO0273.geopotential number by the normal gravity value computed on the
 AO0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0273.degrees latitude (g = 980.6199 gals.).
 AO0273
 AO0273.The modeled gravity was interpolated from observed gravity values.
 AO0273
 AO0273;                    North         East    Units  Estimated Accuracy
 AO0273;SPC TXSC     - 4,055,050.      573,250.      MT  (+/- 180 meters Scaled)
 AO0273
 AO0273                          SUPERSEDED SURVEY CONTROL
 AO0273
 AO0273  NGVD 29 (??/??/92)  162.226  (m)          532.24   (f) ADJ UNCH    1 2
 AO0273
 AO0273.Superseded values are not recommended for survey control.
 AO0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0273.See file dsdata.txt to determine how the superseded data were derived.
 AO0273
 AO0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS732337(NAD 83)
 AO0273_MARKER: DB = BENCH MARK DISK
 AO0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0273_STAMPING: G 1078 1956
 AO0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0273+STABILITY: SURFACE MOTION
 AO0273
 AO0273  HISTORY     - Date     Condition        Report By
 AO0273  HISTORY     - 1956     MONUMENTED       CGS
 AO0273  HISTORY     - 1958     GOOD             NGS
 AO0273  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 AO0273
 AO0273                          STATION DESCRIPTION
 AO0273
 AO0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0273'7.85 MI S FROM COTULLA.
 AO0273'7.85 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0273'FROM THE STATION AT COTULLA, 193 FEET WEST OF THE 5TH POLE SOUTH OF
 AO0273'MILEPOST 353, 154 FEET WEST OF THE WEST RAIL, 101 FEET EAST OF THE
 AO0273'CENTER LINE OF NEW U.S. HIGHWAY 81, 55 FEET WEST OF THE CENTER LINE OF
 AO0273'THE OLD HIGHWAY, 13.5 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF A
 AO0273'FENCE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AO0273'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0273
 AO0273                          STATION RECOVERY (1958)
 AO0273
 AO0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0273'RECOVERED IN GOOD CONDITION.
 AO0273
 AO0273                          STATION RECOVERY (1997)
 AO0273
 AO0273'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0306 ***********************************************************************
 AO0306  DESIGNATION -  G 1079
 AO0306  PID         -  AO0306
 AO0306  STATE/COUNTY-  TX/WEBB
 AO0306  USGS QUAD   -  ENCINAL (1982)
 AO0306
 AO0306                         *CURRENT SURVEY CONTROL
 AO0306  ___________________________________________________________________
 AO0306* NAD 83(1986)-  28 01 22.     (N)    099 21 39.     (W)     SCALED    
 AO0306* NAVD 88     -       162.528  (meters)     533.23   (feet)  ADJUSTED  
 AO0306  ___________________________________________________________________
 AO0306  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AO0306  DYNAMIC HT  -         162.277 (meters)     532.40  (feet)  COMP
 AO0306  MODELED GRAV-     979,100.8   (mgal)                       NAVD 88
 AO0306
 AO0306  VERT ORDER  -  FIRST     CLASS II
 AO0306
 AO0306.The horizontal coordinates were scaled from a topographic map and have
 AO0306.an estimated accuracy of +/- 6 seconds.
 AO0306
 AO0306.The orthometric height was determined by differential leveling
 AO0306.and adjusted by the National Geodetic Survey in June 1991..
 AO0306.WARNING-Repeat measurements at this control monument indicate possible
 AO0306.vertical movement.
 AO0306
 AO0306.The geoid height was determined by GEOID03.
 AO0306
 AO0306.The dynamic height is computed by dividing the NAVD 88
 AO0306.geopotential number by the normal gravity value computed on the
 AO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0306.degrees latitude (g = 980.6199 gals.).
 AO0306
 AO0306.The modeled gravity was interpolated from observed gravity values.
 AO0306
 AO0306;                    North         East    Units  Estimated Accuracy
 AO0306;SPC TX S     - 5,261,340.      215,340.      MT  (+/- 180 meters Scaled)
 AO0306
 AO0306                          SUPERSEDED SURVEY CONTROL
 AO0306
 AO0306  NGVD 29 (??/??/92)  162.408  (m)          532.83   (f) ADJ UNCH    1 2
 AO0306
 AO0306.Superseded values are not recommended for survey control.
 AO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0306.See file dsdata.txt to determine how the superseded data were derived.
 AO0306
 AO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR645997(NAD 83)
 AO0306_MARKER: DB = BENCH MARK DISK
 AO0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0306_STAMPING: G 1079 1956
 AO0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0306+STABILITY: SURFACE MOTION
 AO0306
 AO0306  HISTORY     - Date     Condition        Report By
 AO0306  HISTORY     - 1956     MONUMENTED       CGS
 AO0306  HISTORY     - 1958     GOOD             NGS
 AO0306
 AO0306                          STATION DESCRIPTION
 AO0306
 AO0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0306'1.25 MI S FROM ENCINAL.
 AO0306'1.25 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0306'FROM THE STATION AT ENCINAL, AT A PRIVATE ROAD CROSSING, 99 FEET
 AO0306'SOUTHWEST OF THE 2ND POLE NORTH OF MILEPOST 375, 44 FEET WEST OF THE
 AO0306'WEST RAIL, 74 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 8.5
 AO0306'FEET NORTH OF A TELEPHONE POLE, 2.2 FEET EAST OF A FENCE, 1.5 FEET
 AO0306'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0306'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0306
 AO0306                          STATION RECOVERY (1958)
 AO0306
 AO0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0183 ***********************************************************************
 BP0183  DESIGNATION -  G 108
 BP0183  PID         -  BP0183
 BP0183  STATE/COUNTY-  TX/PECOS
 BP0183  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0183
 BP0183                         *CURRENT SURVEY CONTROL
 BP0183  ___________________________________________________________________
 BP0183* NAD 83(1986)-  30 34 24.     (N)    102 35 08.     (W)     SCALED    
 BP0183* NAVD 88     -      1020.390  (meters)    3347.73   (feet)  POSTED    
 BP0183  ___________________________________________________________________
 BP0183  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 BP0183  DYNAMIC HT  -        1018.810 (meters)    3342.55  (feet)  COMP
 BP0183  MODELED GRAV-     979,055.1   (mgal)                       NAVD 88
 BP0183
 BP0183  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0183
 BP0183.The horizontal coordinates were scaled from a topographic map and have
 BP0183.an estimated accuracy of +/- 6 seconds.
 BP0183
 BP0183.The orthometric height was determined by differential leveling
 BP0183.and adjusted by the National Geodetic Survey in 1992..
 BP0183.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0183.rate of 1.1 thru 2.0 mm/km.
 BP0183
 BP0183.The geoid height was determined by GEOID03.
 BP0183
 BP0183.The dynamic height is computed by dividing the NAVD 88
 BP0183.geopotential number by the normal gravity value computed on the
 BP0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0183.degrees latitude (g = 980.6199 gals.).
 BP0183
 BP0183.The modeled gravity was interpolated from observed gravity values.
 BP0183
 BP0183;                    North         East    Units  Estimated Accuracy
 BP0183;SPC TX C     - 3,102,700.      483,990.      MT  (+/- 180 meters Scaled)
 BP0183
 BP0183                          SUPERSEDED SURVEY CONTROL
 BP0183
 BP0183  NGVD 29 (??/??/92) 1020.108  (m)         3346.80   (f) ADJ UNCH    1 2
 BP0183
 BP0183.Superseded values are not recommended for survey control.
 BP0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0183.See file dsdata.txt to determine how the superseded data were derived.
 BP0183
 BP0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP315848(NAD 83)
 BP0183_MARKER: DB = BENCH MARK DISK
 BP0183_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BP0183_SP_SET: ROCK
 BP0183_STAMPING: G 108 1933 3346.870
 BP0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0183
 BP0183  HISTORY     - Date     Condition        Report By
 BP0183  HISTORY     - 1933     MONUMENTED       CGS
 BP0183  HISTORY     - 1958     GOOD             NGS
 BP0183  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0183
 BP0183                          STATION DESCRIPTION
 BP0183
 BP0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0183'29.15 MI SE FROM FORT STOCKTON.
 BP0183'ABOUT 27.05 MILES SOUTHEAST ALONG U. S. HIGHWAY 285 FROM THE PANHANDLE
 BP0183'AND SANTA FE RAILWAY STATION AT FORT STOCKTON, THENCE 2.1 MILES
 BP0183'SOUTHEAST ALONG OLD U. S. HIGHWAY 285, IN THE TOP OF A SMALL FLAT
 BP0183'ROCK, 302 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 24
 BP0183'FEET WEST OF A POWER POLE, ABOUT 0.4 MILE NORTHWEST OF A FENCE ACROSS
 BP0183'THE OLD HIGHWAY, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY.
 BP0183
 BP0183                          STATION RECOVERY (1981)
 BP0183
 BP0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0611 ***********************************************************************
 AE0611  DESIGNATION -  G 1080
 AE0611  PID         -  AE0611
 AE0611  STATE/COUNTY-  TX/STARR
 AE0611  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0611
 AE0611                         *CURRENT SURVEY CONTROL
 AE0611  ___________________________________________________________________
 AE0611* NAD 83(1986)-  26 23 18.     (N)    098 48 23.     (W)     SCALED    
 AE0611* NAVD 88     -        52.399  (meters)     171.91   (feet)  ADJUSTED  
 AE0611  ___________________________________________________________________
 AE0611  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AE0611  DYNAMIC HT  -          52.312 (meters)     171.63  (feet)  COMP
 AE0611  MODELED GRAV-     979,000.4   (mgal)                       NAVD 88
 AE0611
 AE0611  VERT ORDER  -  FIRST     CLASS II
 AE0611
 AE0611.The horizontal coordinates were scaled from a topographic map and have
 AE0611.an estimated accuracy of +/- 6 seconds.
 AE0611
 AE0611.The orthometric height was determined by differential leveling
 AE0611.and adjusted by the National Geodetic Survey in June 1991..
 AE0611
 AE0611.The geoid height was determined by GEOID03.
 AE0611
 AE0611.The dynamic height is computed by dividing the NAVD 88
 AE0611.geopotential number by the normal gravity value computed on the
 AE0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0611.degrees latitude (g = 980.6199 gals.).
 AE0611
 AE0611.The modeled gravity was interpolated from observed gravity values.
 AE0611
 AE0611;                    North         East    Units  Estimated Accuracy
 AE0611;SPC TX S     - 5,079,990.      269,430.      MT  (+/- 180 meters Scaled)
 AE0611
 AE0611                          SUPERSEDED SURVEY CONTROL
 AE0611
 AE0611  NGVD 29 (??/??/92)   52.452  (m)          172.09   (f) ADJ UNCH    1 2
 AE0611
 AE0611.Superseded values are not recommended for survey control.
 AE0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0611.See file dsdata.txt to determine how the superseded data were derived.
 AE0611
 AE0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ193187(NAD 83)
 AE0611_MARKER: DB = BENCH MARK DISK
 AE0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0611_SP_SET: BANISTER
 AE0611_STAMPING: G 1080 1956
 AE0611_MARK LOGO: CGS   
 AE0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0611
 AE0611  HISTORY     - Date     Condition        Report By
 AE0611  HISTORY     - 1956     MONUMENTED       CGS
 AE0611  HISTORY     - 1981     GOOD             NGS
 AE0611
 AE0611                          STATION DESCRIPTION
 AE0611
 AE0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0611'1.2 MI NE FROM RIO GRANDE CITY.
 AE0611'0.2 MILE EAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO GRANDE
 AE0611'CITY, THENCE 1.0 MILE NORTH ALONG FARM ROAD 755, 12 FEET NORTH OF THE
 AE0611'CENTER LINE OF THE FARM ROAD, SET IN THE TOP OF THE WEST END OF THE
 AE0611'NORTH BANISTER OF A CONCRETE BRIDGE OVER LOS OLMOS CREEK, 1.5 FEET
 AE0611'ABOVE THE LEVEL OF THE FARM ROAD.
 AE0611
 AE0611                          STATION RECOVERY (1981)
 AE0611
 AE0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0611'RECOVERED THIS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0856 ***********************************************************************
 AJ0856  DESIGNATION -  G 1082
 AJ0856  PID         -  AJ0856
 AJ0856  STATE/COUNTY-  TX/WEBB
 AJ0856  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0856
 AJ0856                         *CURRENT SURVEY CONTROL
 AJ0856  ___________________________________________________________________
 AJ0856* NAD 83(1986)-  27 26 14.     (N)    099 28 43.     (W)     SCALED    
 AJ0856* NAVD 88     -       132.331  (meters)     434.16   (feet)  ADJUSTED  
 AJ0856  ___________________________________________________________________
 AJ0856  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AJ0856  DYNAMIC HT  -         132.122 (meters)     433.47  (feet)  COMP
 AJ0856  MODELED GRAV-     979,062.6   (mgal)                       NAVD 88
 AJ0856
 AJ0856  VERT ORDER  -  FIRST     CLASS II
 AJ0856
 AJ0856.The horizontal coordinates were scaled from a topographic map and have
 AJ0856.an estimated accuracy of +/- 6 seconds.
 AJ0856
 AJ0856.The orthometric height was determined by differential leveling
 AJ0856.and adjusted by the National Geodetic Survey in June 1991..
 AJ0856
 AJ0856.The geoid height was determined by GEOID03.
 AJ0856
 AJ0856.The dynamic height is computed by dividing the NAVD 88
 AJ0856.geopotential number by the normal gravity value computed on the
 AJ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0856.degrees latitude (g = 980.6199 gals.).
 AJ0856
 AJ0856.The modeled gravity was interpolated from observed gravity values.
 AJ0856
 AJ0856;                    North         East    Units  Estimated Accuracy
 AJ0856;SPC TX S     - 5,196,540.      203,260.      MT  (+/- 180 meters Scaled)
 AJ0856
 AJ0856                          SUPERSEDED SURVEY CONTROL
 AJ0856
 AJ0856  NGVD 29 (??/??/92)  132.354  (m)          434.23   (f) ADJ UNCH    1 2
 AJ0856
 AJ0856.Superseded values are not recommended for survey control.
 AJ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0856.See file dsdata.txt to determine how the superseded data were derived.
 AJ0856
 AJ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR526349(NAD 83)
 AJ0856_MARKER: DB = BENCH MARK DISK
 AJ0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0856_STAMPING: G 1082 1957
 AJ0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0856+STABILITY: SURFACE MOTION
 AJ0856
 AJ0856  HISTORY     - Date     Condition        Report By
 AJ0856  HISTORY     - 1957     MONUMENTED       CGS
 AJ0856  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0856  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0856  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ0856
 AJ0856                          STATION DESCRIPTION
 AJ0856
 AJ0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0856'7.6 MI S FROM LAREDO.
 AJ0856'2.8 MILES SOUTHEAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION
 AJ0856'AT LAREDO, THENCE 4.8 MILES SOUTH ALONG U.S. HIGHWAY 83, 99 FEET WEST
 AJ0856'OF A POWER POLE, 48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18
 AJ0856'FEET SOUTH OF TELEPHONE POLE 3435, 1.8 FEET EAST OF A FENCE, 2.6 FEET
 AJ0856'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AJ0856'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ0856
 AJ0856                          STATION RECOVERY (1981)
 AJ0856
 AJ0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0856'MARK NOT RECOVERED.
 AJ0856
 AJ0856                          STATION RECOVERY (1988)
 AJ0856
 AJ0856'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0856'MARK NOT FOUND.
 AJ0856
 AJ0856                          STATION RECOVERY (2002)
 AJ0856
 AJ0856'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1463 ***********************************************************************
 AJ1463  DESIGNATION -  G 1082 RESET
 AJ1463  PID         -  AJ1463
 AJ1463  STATE/COUNTY-  TX/WEBB
 AJ1463  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ1463
 AJ1463                         *CURRENT SURVEY CONTROL
 AJ1463  ___________________________________________________________________
 AJ1463* NAD 83(1986)-  27 26 14.     (N)    099 28 43.     (W)     SCALED    
 AJ1463* NAVD 88     -       130.91   (meters)     429.5    (feet)  RESET     
 AJ1463  ___________________________________________________________________
 AJ1463  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AJ1463
 AJ1463  VERT ORDER  -  THIRD
 AJ1463
 AJ1463.The horizontal coordinates were scaled from a topographic map and have
 AJ1463.an estimated accuracy of +/- 6 seconds.
 AJ1463
 AJ1463.The orthometric height was computed from unverified reset data.
 AJ1463.No vertical observational check was made to the station.
 AJ1463
 AJ1463.The geoid height was determined by GEOID03.
 AJ1463
 AJ1463;                    North         East    Units  Estimated Accuracy
 AJ1463;SPC TX S     - 5,196,540.      203,260.      MT  (+/- 180 meters Scaled)
 AJ1463
 AJ1463                          SUPERSEDED SURVEY CONTROL
 AJ1463
 AJ1463  NGVD 29 (01/29/03)  130.94   (m)          429.6    (f) RESET       3  
 AJ1463
 AJ1463.Superseded values are not recommended for survey control.
 AJ1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1463.See file dsdata.txt to determine how the superseded data were derived.
 AJ1463
 AJ1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR526349(NAD 83)
 AJ1463_MARKER: DB = BENCH MARK DISK
 AJ1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1463_SP_SET: CONCRETE POST
 AJ1463_STAMPING: G 1082 RESET 1977
 AJ1463_MARK LOGO: NGS   
 AJ1463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1463+STABILITY: SURFACE MOTION
 AJ1463
 AJ1463  HISTORY     - Date     Condition        Report By
 AJ1463  HISTORY     - 1977     MONUMENTED       NGS
 AJ1463  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ1463
 AJ1463                          STATION DESCRIPTION
 AJ1463
 AJ1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AJ1463'FROM JUCTION OF U.S. HIGHWAY 83 AND LOOP 20, WHICH IS LOCATED ON THE
 AJ1463'SOUTHEAST EDGE OF LAREDO, GO SOUTH ON U.S. HIGHWAY 83 FOR 3.65 MILES
 AJ1463'TO A TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ABOUT 005 MILE
 AJ1463'TO CATTLE GUARD AND MARK ON THE LEFT, 46 FEET EAST OF SOUTH END OF
 AJ1463'CATTLE GUARD, 19.0 FEET SOUTH OF THE CENTER OF ROAD, 2.6 FEET SOUTH
 AJ1463'OF FENCE CORNER, 2.0 FEET SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT
 AJ1463'EAST OF FENCE LINE.
 AJ1463
 AJ1463                          STATION RECOVERY (2002)
 AJ1463
 AJ1463'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0730 ***********************************************************************
 AJ0730  DESIGNATION -  G 1083
 AJ0730  PID         -  AJ0730
 AJ0730  STATE/COUNTY-  TX/WEBB
 AJ0730  USGS QUAD   -  ORVIL (1980)
 AJ0730
 AJ0730                         *CURRENT SURVEY CONTROL
 AJ0730  ___________________________________________________________________
 AJ0730* NAD 83(1986)-  27 40 47.     (N)    099 27 57.     (W)     SCALED    
 AJ0730* NAVD 88     -       198.151  (meters)     650.10   (feet)  ADJUSTED  
 AJ0730  ___________________________________________________________________
 AJ0730  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AJ0730  DYNAMIC HT  -         197.840 (meters)     649.08  (feet)  COMP
 AJ0730  MODELED GRAV-     979,071.1   (mgal)                       NAVD 88
 AJ0730
 AJ0730  VERT ORDER  -  FIRST     CLASS II
 AJ0730
 AJ0730.The horizontal coordinates were scaled from a topographic map and have
 AJ0730.an estimated accuracy of +/- 6 seconds.
 AJ0730
 AJ0730.The orthometric height was determined by differential leveling
 AJ0730.and adjusted by the National Geodetic Survey in June 1991..
 AJ0730
 AJ0730.The geoid height was determined by GEOID03.
 AJ0730
 AJ0730.The dynamic height is computed by dividing the NAVD 88
 AJ0730.geopotential number by the normal gravity value computed on the
 AJ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0730.degrees latitude (g = 980.6199 gals.).
 AJ0730
 AJ0730.The modeled gravity was interpolated from observed gravity values.
 AJ0730
 AJ0730;                    North         East    Units  Estimated Accuracy
 AJ0730;SPC TX S     - 5,223,400.      204,720.      MT  (+/- 180 meters Scaled)
 AJ0730
 AJ0730                          SUPERSEDED SURVEY CONTROL
 AJ0730
 AJ0730  NGVD 29 (??/??/92)  198.113  (m)          649.98   (f) ADJ UNCH    1 2
 AJ0730
 AJ0730.Superseded values are not recommended for survey control.
 AJ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0730.See file dsdata.txt to determine how the superseded data were derived.
 AJ0730
 AJ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR540618(NAD 83)
 AJ0730_MARKER: DB = BENCH MARK DISK
 AJ0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0730_STAMPING: G 1083 1957
 AJ0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0730+STABILITY: SURFACE MOTION
 AJ0730
 AJ0730  HISTORY     - Date     Condition        Report By
 AJ0730  HISTORY     - 1957     MONUMENTED       CGS
 AJ0730  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0730  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0730
 AJ0730                          STATION DESCRIPTION
 AJ0730
 AJ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0730'8.4 MI S FROM WEBB.
 AJ0730'8.4 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0730'FROM THE SECTION FOREMANS HOUSE AT WEBB, 1/2 POLE NORTH OF MILEPOST
 AJ0730'399-20, 58 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 83, 48.3 FEET
 AJ0730'WEST OF THE WEST RAIL, 3.8 FEET EAST OF A TELEPHONE POLE, 2.7 FEET
 AJ0730'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AJ0730'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ0730
 AJ0730                          STATION RECOVERY (1981)
 AJ0730
 AJ0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0730'MARK SEARCHED FOR BUT NOT RECOVERED.
 AJ0730
 AJ0730                          STATION RECOVERY (2002)
 AJ0730
 AJ0730'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0756 ***********************************************************************
 AJ0756  DESIGNATION -  G 1084
 AJ0756  PID         -  AJ0756
 AJ0756  STATE/COUNTY-  TX/WEBB
 AJ0756  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0756
 AJ0756                         *CURRENT SURVEY CONTROL
 AJ0756  ___________________________________________________________________
 AJ0756* NAD 83(1986)-  27 51 38.     (N)    099 28 09.     (W)     SCALED    
 AJ0756* NAVD 88     -       225.429  (meters)     739.60   (feet)  POSTED    
 AJ0756  ___________________________________________________________________
 AJ0756  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AJ0756  DYNAMIC HT  -         225.080 (meters)     738.45  (feet)  COMP
 AJ0756  MODELED GRAV-     979,080.7   (mgal)                       NAVD 88
 AJ0756
 AJ0756  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0756
 AJ0756.The horizontal coordinates were scaled from a topographic map and have
 AJ0756.an estimated accuracy of +/- 6 seconds.
 AJ0756
 AJ0756.The orthometric height was determined by differential leveling
 AJ0756.and adjusted by the National Geodetic Survey in 1992..
 AJ0756.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0756.rate of 1.1 thru 2.0 mm/km.
 AJ0756
 AJ0756.The geoid height was determined by GEOID03.
 AJ0756
 AJ0756.The dynamic height is computed by dividing the NAVD 88
 AJ0756.geopotential number by the normal gravity value computed on the
 AJ0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0756.degrees latitude (g = 980.6199 gals.).
 AJ0756
 AJ0756.The modeled gravity was interpolated from observed gravity values.
 AJ0756
 AJ0756;                    North         East    Units  Estimated Accuracy
 AJ0756;SPC TX S     - 5,243,440.      204,550.      MT  (+/- 180 meters Scaled)
 AJ0756
 AJ0756                          SUPERSEDED SURVEY CONTROL
 AJ0756
 AJ0756  NGVD 29 (??/??/92)  225.420  (m)          739.57   (f) ADJ UNCH    1 2
 AJ0756
 AJ0756.Superseded values are not recommended for survey control.
 AJ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0756.See file dsdata.txt to determine how the superseded data were derived.
 AJ0756
 AJ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR538818(NAD 83)
 AJ0756_MARKER: DB = BENCH MARK DISK
 AJ0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0756_STAMPING: G 1084 1957
 AJ0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0756+STABILITY: SURFACE MOTION
 AJ0756
 AJ0756  HISTORY     - Date     Condition        Report By
 AJ0756  HISTORY     - 1957     MONUMENTED       CGS
 AJ0756  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0756  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ0756  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0756
 AJ0756                          STATION DESCRIPTION
 AJ0756
 AJ0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0756'7.0 MI NW FROM WEBB.
 AJ0756'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0756'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ0756'GRADED DIRT ROAD, THENCE 4.0 MILES NORTH ALONG U.S. HIGHWAY 83, 0.1
 AJ0756'MILE NORTH OF A WOODEN GATE, 48 FEET EAST OF THE CENTER LINE OF THE
 AJ0756'HIGHWAY, 1.5 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET
 AJ0756'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AJ0756'GROUND.
 AJ0756
 AJ0756                          STATION RECOVERY (1975)
 AJ0756
 AJ0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0756'MARK NOT FOUND.
 AJ0756
 AJ0756                          STATION RECOVERY (1982)
 AJ0756
 AJ0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0756'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AJ0756
 AJ0756                          STATION RECOVERY (2002)
 AJ0756
 AJ0756'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0710 ***********************************************************************
 AJ0710  DESIGNATION -  G 1085
 AJ0710  PID         -  AJ0710
 AJ0710  STATE/COUNTY-  TX/WEBB
 AJ0710  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0710
 AJ0710                         *CURRENT SURVEY CONTROL
 AJ0710  ___________________________________________________________________
 AJ0710* NAD 83(1986)-  27 52 25.     (N)    099 23 57.     (W)     SCALED    
 AJ0710* NAVD 88     -       185.564  (meters)     608.80   (feet)  ADJUSTED  
 AJ0710  ___________________________________________________________________
 AJ0710  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AJ0710  DYNAMIC HT  -         185.274 (meters)     607.85  (feet)  COMP
 AJ0710  MODELED GRAV-     979,083.4   (mgal)                       NAVD 88
 AJ0710
 AJ0710  VERT ORDER  -  FIRST     CLASS II
 AJ0710
 AJ0710.The horizontal coordinates were scaled from a topographic map and have
 AJ0710.an estimated accuracy of +/- 6 seconds.
 AJ0710
 AJ0710.The orthometric height was determined by differential leveling
 AJ0710.and adjusted by the National Geodetic Survey in June 1991..
 AJ0710
 AJ0710.The geoid height was determined by GEOID03.
 AJ0710
 AJ0710.The dynamic height is computed by dividing the NAVD 88
 AJ0710.geopotential number by the normal gravity value computed on the
 AJ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0710.degrees latitude (g = 980.6199 gals.).
 AJ0710
 AJ0710.The modeled gravity was interpolated from observed gravity values.
 AJ0710
 AJ0710;                    North         East    Units  Estimated Accuracy
 AJ0710;SPC TX S     - 5,244,840.      211,450.      MT  (+/- 180 meters Scaled)
 AJ0710
 AJ0710                          SUPERSEDED SURVEY CONTROL
 AJ0710
 AJ0710  NGVD 29 (??/??/92)  185.446  (m)          608.42   (f) ADJ UNCH    1 2
 AJ0710
 AJ0710.Superseded values are not recommended for survey control.
 AJ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0710.See file dsdata.txt to determine how the superseded data were derived.
 AJ0710
 AJ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR607832(NAD 83)
 AJ0710_MARKER: DB = BENCH MARK DISK
 AJ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0710_STAMPING: G 1085 1957
 AJ0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0710+STABILITY: SURFACE MOTION
 AJ0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ0710+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ0710
 AJ0710  HISTORY     - Date     Condition        Report By
 AJ0710  HISTORY     - 1957     MONUMENTED       CGS
 AJ0710  HISTORY     - 1977     GOOD             USGS
 AJ0710  HISTORY     - 20020409 GOOD             USPSQD
 AJ0710
 AJ0710                          STATION DESCRIPTION
 AJ0710
 AJ0710'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0710'12.2 MI N FROM WEBB.
 AJ0710'8.4 MILES NORTH ALONG INTERSTATE HWY 35 FROM THE OVERPASS AT THE
 AJ0710'JUNCTION WITH U.S. HWY 83.  415 FEET SOUTH, 30 FEET EAST AND 3.8 FEET
 AJ0710'LOWER THAN CENTERLINE ON T-RD EAST TO THE CALLAGHAN RANCH HQ. 11 FEET
 AJ0710'NORTH OF AN IRON FRAME GATE, 1 FOOT EAST OF FENCE, A STD USC AND GS
 AJ0710'TABLET STAMPED G 1085 1957 SET IN A CONCRETE POST FLUSH WITH THE
 AJ0710'GROUND.
 AJ0710
 AJ0710                          STATION RECOVERY (2002)
 AJ0710
 AJ0710'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0426 ***********************************************************************
 AO0426  DESIGNATION -  G 1086 RESET 1963
 AO0426  PID         -  AO0426
 AO0426  STATE/COUNTY-  TX/DIMMIT
 AO0426  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0426
 AO0426                         *CURRENT SURVEY CONTROL
 AO0426  ___________________________________________________________________
 AO0426* NAD 83(1986)-  28 35 03.     (N)    099 55 00.     (W)     SCALED    
 AO0426* NAVD 88     -       192.294  (meters)     630.88   (feet)  ADJUSTED  
 AO0426  ___________________________________________________________________
 AO0426  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AO0426  DYNAMIC HT  -         192.007 (meters)     629.94  (feet)  COMP
 AO0426  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 AO0426
 AO0426  VERT ORDER  -  FIRST     CLASS II
 AO0426
 AO0426.The horizontal coordinates were scaled from a topographic map and have
 AO0426.an estimated accuracy of +/- 6 seconds.
 AO0426
 AO0426.The orthometric height was determined by differential leveling
 AO0426.and adjusted by the National Geodetic Survey in June 1991..
 AO0426
 AO0426.The geoid height was determined by GEOID03.
 AO0426
 AO0426.The dynamic height is computed by dividing the NAVD 88
 AO0426.geopotential number by the normal gravity value computed on the
 AO0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0426.degrees latitude (g = 980.6199 gals.).
 AO0426
 AO0426.The modeled gravity was interpolated from observed gravity values.
 AO0426
 AO0426;                    North         East    Units  Estimated Accuracy
 AO0426;SPC TXSC     - 4,083,570.      510,330.      MT  (+/- 180 meters Scaled)
 AO0426
 AO0426                          SUPERSEDED SURVEY CONTROL
 AO0426
 AO0426  NGVD 29 (??/??/??)  192.18   (m)          630.5    (f) RESET       3  
 AO0426
 AO0426.Superseded values are not recommended for survey control.
 AO0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0426.See file dsdata.txt to determine how the superseded data were derived.
 AO0426
 AO0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS103622(NAD 83)
 AO0426_MARKER: DB = BENCH MARK DISK
 AO0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0426_STAMPING: G 1086 RESET 1963
 AO0426_MARK LOGO: CGS   
 AO0426_PROJECTION: FLUSH
 AO0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0426+STABILITY: SURFACE MOTION
 AO0426
 AO0426  HISTORY     - Date     Condition        Report By
 AO0426  HISTORY     - 1963     MONUMENTED       CGS
 AO0426  HISTORY     - 1982     GOOD             NGS
 AO0426  HISTORY     - 19970531 GOOD             USPSQD
 AO0426
 AO0426                          STATION DESCRIPTION
 AO0426
 AO0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AO0426'5.8 MI NW FROM CARRIZO SPRINGS.
 AO0426'ABOUT 5.8 MILES NORTHWEST ALONG U. S. HIGHWAY 277 FROM THE SAN
 AO0426'ANTONIO, UVALDE AND GULF RAILROAD STATION IN CARRIZO SPRINGS, 103 FEET
 AO0426'NORTHEAST OF THE CENTER OF HIGHWAY, 180 FEET SOUTHEAST OF A PRIVATE
 AO0426'ROAD, 13 FEET NORTHEAST OF THE HIGHWAY RIGHT-OF-WAY LINE AND A T-FENCE
 AO0426'CORNER, 1 FOOT WEST OF A NORTHEAST-SOUTHWEST FENCE LINE, 1 FOOT
 AO0426'NORTHEAST OF A METAL WITNESS POST.  AT TEXAS HIGHWAY DEPARTMENT
 AO0426'STATION 715 + 53.  A STANDARD DISK STAMPED G 1086 RESET 1963, SET IN A
 AO0426'10 X 10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES.
 AO0426
 AO0426                          STATION RECOVERY (1982)
 AO0426
 AO0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0426'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0426'SPRINGS, THENCE 9.1 KM (5.65 MI) NORTHWEST ALONG U.S. HIGHWAY 277, AT
 AO0426'A FENCE CORNER, 32.0 METERS (105.0 FT) NORTHEAST OF CENTERLINE OF
 AO0426'HIGHWAY, 25.9 METERS (85.0 FT) EAST OF THE CENTER OF THE NORTHEAST
 AO0426'HEADWALL OF A 7 FT BOX CULVERT, 3.9 METERS (13.0 FT) NORTHEAST OF A
 AO0426'NORTH NORTHWEST AND AN EAST SOUTHEAST FENCE LINE, 0.1 METER (0.4 FT)
 AO0426'NORTHWEST OF A FENCE RUNNING WEST SOUTHWEST AND EAST NORTHEAST, AND
 AO0426'0.4 METER (1.5 FT) NORTHEAST OF A METAL WITNESS POST, NOTE, AT TEXAS
 AO0426'HIGHWAY DEPARTMENT STATION 715-13.
 AO0426'THE MARK IS 0.2 METERS  WNW FROM A WITNESS POST.
 AO0426'THE MARK IS 3.0 M BELOW HIGHWAY.
 AO0426
 AO0426                          STATION RECOVERY (1997)
 AO0426
 AO0426'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0064 ***********************************************************************
 AP0064  DESIGNATION -  G 1087 RESET 1961
 AP0064  PID         -  AP0064
 AP0064  STATE/COUNTY-  TX/MAVERICK
 AP0064  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0064
 AP0064                         *CURRENT SURVEY CONTROL
 AP0064  ___________________________________________________________________
 AP0064* NAD 83(1986)-  28 41 46.     (N)    100 23 38.     (W)     SCALED    
 AP0064* NAVD 88     -       253.09   (+/-2cm)     830.3    (feet)  VERTCON   
 AP0064  ___________________________________________________________________
 AP0064  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AP0064
 AP0064  VERT ORDER  -  THIRD (See Below)
 AP0064
 AP0064.The horizontal coordinates were scaled from a topographic map and have
 AP0064.an estimated accuracy of +/- 6 seconds.
 AP0064
 AP0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0064.The vertical order pertains to the NGVD 29 superseded value.
 AP0064
 AP0064.The geoid height was determined by GEOID03.
 AP0064
 AP0064;                    North         East    Units  Estimated Accuracy
 AP0064;SPC TXSC     - 4,096,430.      463,800.      MT  (+/- 180 meters Scaled)
 AP0064
 AP0064                          SUPERSEDED SURVEY CONTROL
 AP0064
 AP0064  NGVD 29 (??/??/??)  252.95   (m)          829.9    (f) RESET       3  
 AP0064
 AP0064.Superseded values are not recommended for survey control.
 AP0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0064.See file dsdata.txt to determine how the superseded data were derived.
 AP0064
 AP0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS638751(NAD 83)
 AP0064_MARKER: DB = BENCH MARK DISK
 AP0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0064_STAMPING: G 1087 RESET 1961
 AP0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0064+STABILITY: SURFACE MOTION
 AP0064
 AP0064  HISTORY     - Date     Condition        Report By
 AP0064  HISTORY     - 1961     MONUMENTED       CGS
 AP0064  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0064
 AP0064                          STATION DESCRIPTION
 AP0064
 AP0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0064'6.55 MI E FROM EAGLE PASS.
 AP0064'ABOUT 6.55 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE T. AND N.O.
 AP0064'R.R. DEPOT IN EAGLE PASS, 1 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 AP0064'FENCE, ALONG THE EAST SLOPE OF A DIVIDE.  IT IS 2 FEET WEST OF A 4 X 4
 AP0064'WITNESS POST.  A STANDARD DISK, STAMPED G 1087 RESET 1961 IN A
 AP0064'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 AP0064
 AP0064                          STATION RECOVERY (1982)
 AP0064
 AP0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0064'NOT RECOVERED, WITNESS POST FOUND KNOCKED OUT, FIRE LANE GRADED IN
 AP0064'AREA OF MARK, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0381 ***********************************************************************
 AO0381  DESIGNATION -  G 1088
 AO0381  PID         -  AO0381
 AO0381  STATE/COUNTY-  TX/DIMMIT
 AO0381  USGS QUAD   -  MAC DONALD LAKE (1982)
 AO0381
 AO0381                         *CURRENT SURVEY CONTROL
 AO0381  ___________________________________________________________________
 AO0381* NAD 83(1986)-  28 23 23.     (N)    099 39 52.     (W)     SCALED    
 AO0381* NAVD 88     -       161.648  (meters)     530.34   (feet)  ADJUSTED  
 AO0381  ___________________________________________________________________
 AO0381  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AO0381  DYNAMIC HT  -         161.403 (meters)     529.54  (feet)  COMP
 AO0381  MODELED GRAV-     979,125.5   (mgal)                       NAVD 88
 AO0381
 AO0381  VERT ORDER  -  FIRST     CLASS II
 AO0381
 AO0381.The horizontal coordinates were scaled from a topographic map and have
 AO0381.an estimated accuracy of +/- 6 seconds.
 AO0381
 AO0381.The orthometric height was determined by differential leveling
 AO0381.and adjusted by the National Geodetic Survey in June 1991..
 AO0381
 AO0381.The geoid height was determined by GEOID03.
 AO0381
 AO0381.The dynamic height is computed by dividing the NAVD 88
 AO0381.geopotential number by the normal gravity value computed on the
 AO0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0381.degrees latitude (g = 980.6199 gals.).
 AO0381
 AO0381.The modeled gravity was interpolated from observed gravity values.
 AO0381
 AO0381;                    North         East    Units  Estimated Accuracy
 AO0381;SPC TXSC     - 4,061,850.      534,880.      MT  (+/- 180 meters Scaled)
 AO0381
 AO0381                          SUPERSEDED SURVEY CONTROL
 AO0381
 AO0381.No superseded survey control is available for this station.
 AO0381
 AO0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS349405(NAD 83)
 AO0381_MARKER: DB = BENCH MARK DISK
 AO0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0381_STAMPING: G 1088 1957
 AO0381_MARK LOGO: CGS   
 AO0381_PROJECTION: RECESSED 4 CENTIMETERS
 AO0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0381+STABILITY: SURFACE MOTION
 AO0381
 AO0381  HISTORY     - Date     Condition        Report By
 AO0381  HISTORY     - 1957     MONUMENTED       CGS
 AO0381  HISTORY     - 1976     MARK NOT FOUND   USGS
 AO0381  HISTORY     - 1982     GOOD             NGS
 AO0381  HISTORY     - 19971025 GOOD             USPSQD
 AO0381
 AO0381                          STATION DESCRIPTION
 AO0381
 AO0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0381'4.35 MI NW FROM CATARINA.
 AO0381'4.35 MILES NORTHWEST ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0381'CATARINA, MIDWAY BETWEEN A CURVE IN THE HIGHWAY AND A CONCRETE BRIDGE,
 AO0381'103 FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, 56 FEET
 AO0381'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET SOUTHWEST OF A
 AO0381'FENCE, 1.6 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AO0381'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0381
 AO0381                          STATION RECOVERY (1976)
 AO0381
 AO0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0381'MARK NOT FOUND.
 AO0381
 AO0381                          STATION RECOVERY (1982)
 AO0381
 AO0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0381'7.0 KM (4.35 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AO0381'IN CATARINA, BETWEEN A CURVE IN A HIGHWAY AND A CONCRETE BRIDGE OVER
 AO0381'THE APPURCEON CREEK, 129.2 METERS (424.0 FT) EAST OF EAST CONCRETE
 AO0381'ABUTMENT OF A HIGHWAY BRIDGE, 96.3 METERS (316.0 FT) NORTHEAST OF
 AO0381'CENTERLINE OF HIGHWAY, 79.8 METERS (262.0 FT) SOUTHEAST OF CORNER OF
 AO0381'TWO FENCE LINES WITH EIGHT FEET HIGH CORNER FENCE POST, 0.5 METER
 AO0381'(1.8 FT) SOUTHWEST OF FENCE, AND 0.5 METER (1.6 FT) SOUTHEAST OF A
 AO0381'WOODEN WITNESS POST.
 AO0381'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 AO0381'THE MARK IS 2.4 M BELOW HIGHWAY.
 AO0381
 AO0381                          STATION RECOVERY (1997)
 AO0381
 AO0381'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0345 ***********************************************************************
 AO0345  DESIGNATION -  G 1089
 AO0345  PID         -  AO0345
 AO0345  STATE/COUNTY-  TX/WEBB
 AO0345  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0345
 AO0345                         *CURRENT SURVEY CONTROL
 AO0345  ___________________________________________________________________
 AO0345* NAD 83(1986)-  28 06 47.     (N)    099 35 02.     (W)     SCALED    
 AO0345* NAVD 88     -       212.834  (meters)     698.27   (feet)  ADJUSTED  
 AO0345  ___________________________________________________________________
 AO0345  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0345  DYNAMIC HT  -         212.506 (meters)     697.20  (feet)  COMP
 AO0345  MODELED GRAV-     979,101.1   (mgal)                       NAVD 88
 AO0345
 AO0345  VERT ORDER  -  FIRST     CLASS II
 AO0345
 AO0345.The horizontal coordinates were scaled from a topographic map and have
 AO0345.an estimated accuracy of +/- 6 seconds.
 AO0345
 AO0345.The orthometric height was determined by differential leveling
 AO0345.and adjusted by the National Geodetic Survey in June 1991..
 AO0345.WARNING-Repeat measurements at this control monument indicate possible
 AO0345.vertical movement.
 AO0345
 AO0345.The geoid height was determined by GEOID03.
 AO0345
 AO0345.The dynamic height is computed by dividing the NAVD 88
 AO0345.geopotential number by the normal gravity value computed on the
 AO0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0345.degrees latitude (g = 980.6199 gals.).
 AO0345
 AO0345.The modeled gravity was interpolated from observed gravity values.
 AO0345
 AO0345;                    North         East    Units  Estimated Accuracy
 AO0345;SPC TX S     - 5,271,510.      193,490.      MT  (+/- 180 meters Scaled)
 AO0345
 AO0345                          SUPERSEDED SURVEY CONTROL
 AO0345
 AO0345  NGVD 29 (??/??/92)  212.805  (m)          698.18   (f) ADJ UNCH    1 2
 AO0345
 AO0345.Superseded values are not recommended for survey control.
 AO0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0345.See file dsdata.txt to determine how the superseded data were derived.
 AO0345
 AO0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS426098(NAD 83)
 AO0345_MARKER: DB = BENCH MARK DISK
 AO0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0345_STAMPING: G 1089 1957
 AO0345_MARK LOGO: CGS   
 AO0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0345+STABILITY: SURFACE MOTION
 AO0345
 AO0345  HISTORY     - Date     Condition        Report By
 AO0345  HISTORY     - 1957     MONUMENTED       CGS
 AO0345  HISTORY     - 1982     GOOD             NGS
 AO0345
 AO0345                          STATION DESCRIPTION
 AO0345
 AO0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0345'16.9 MI SE FROM CATARINA.
 AO0345'16.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0345'CATARINA, 0.1 MILE SOUTHEAST OF THE TOP OF A HILL, 97 FEET SOUTHWEST
 AO0345'OF THE CENTER LINE OF THE HIGHWAY, 47 FEET SOUTHWEST OF A FENCE, 2
 AO0345'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AO0345'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0345
 AO0345                          STATION RECOVERY (1982)
 AO0345
 AO0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0345'RECOVERED THIS DATE, NOTE, 1.5 FEET EAST OF METAL WITNESS POST.
 AO0345'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1289 ***********************************************************************
 AY1289  DESIGNATION -  G 1090
 AY1289  PID         -  AY1289
 AY1289  STATE/COUNTY-  TX/UVALDE
 AY1289  USGS QUAD   -  HACIENDA (1960)
 AY1289
 AY1289                         *CURRENT SURVEY CONTROL
 AY1289  ___________________________________________________________________
 AY1289* NAD 83(1986)-  29 14 33.     (N)    099 54 42.     (W)     SCALED    
 AY1289* NAVD 88     -       284.729  (meters)     934.15   (feet)  ADJUSTED  
 AY1289  ___________________________________________________________________
 AY1289  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AY1289  DYNAMIC HT  -         284.314 (meters)     932.79  (feet)  COMP
 AY1289  MODELED GRAV-     979,178.5   (mgal)                       NAVD 88
 AY1289
 AY1289  VERT ORDER  -  FIRST     CLASS II
 AY1289
 AY1289.The horizontal coordinates were scaled from a topographic map and have
 AY1289.an estimated accuracy of +/- 6 seconds.
 AY1289
 AY1289.The orthometric height was determined by differential leveling
 AY1289.and adjusted by the National Geodetic Survey in June 1991..
 AY1289
 AY1289.The geoid height was determined by GEOID03.
 AY1289
 AY1289.The dynamic height is computed by dividing the NAVD 88
 AY1289.geopotential number by the normal gravity value computed on the
 AY1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1289.degrees latitude (g = 980.6199 gals.).
 AY1289
 AY1289.The modeled gravity was interpolated from observed gravity values.
 AY1289
 AY1289;                    North         East    Units  Estimated Accuracy
 AY1289;SPC TXSC     - 4,156,520.      511,390.      MT  (+/- 180 meters Scaled)
 AY1289
 AY1289                          SUPERSEDED SURVEY CONTROL
 AY1289
 AY1289  NGVD 29 (??/??/92)  284.615  (m)          933.77   (f) ADJ UNCH    1 2
 AY1289
 AY1289.Superseded values are not recommended for survey control.
 AY1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1289.See file dsdata.txt to determine how the superseded data were derived.
 AY1289
 AY1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT114351(NAD 83)
 AY1289_MARKER: DB = BENCH MARK DISK
 AY1289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1289_SP_SET: BRIDGE
 AY1289_STAMPING: G 1090 1957
 AY1289_MARK LOGO: CGS   
 AY1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1289+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AY1289
 AY1289  HISTORY     - Date     Condition        Report By
 AY1289  HISTORY     - 1957     MONUMENTED       CGS
 AY1289  HISTORY     - 1982     GOOD             NGS
 AY1289  HISTORY     - 20031030 GOOD             USPSQD
 AY1289
 AY1289                          STATION DESCRIPTION
 AY1289
 AY1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1289'7.0 MI W FROM UVALDE.
 AY1289'7.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1289'STATION AT UVALDE, 14 RAILS SOUTHWEST OF THE SOUTHWEST END OF THE
 AY1289'STEEL SPAN OF A BRIDGE OVER THE NUECES RIVER, 2 1/2 RAILS NORTHEAST OF
 AY1289'THE NORTHEAST END OF A TRESTLE, 5 FEET NORTHWEST OF THE NORTHWEST
 AY1289'RAIL, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 AY1289'ABUTMENT OF THE STEEL GIRDER APPROACH SPAN TO THE BRIDGE OVER THE MAIN
 AY1289'CHANNEL OF THE RIVER.
 AY1289
 AY1289                          STATION RECOVERY (1982)
 AY1289
 AY1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1289'MARK RECOVERED THIS DATE, DESCRIPTION IS ADEQUATE.
 AY1289
 AY1289                          STATION RECOVERY (2003)
 AY1289
 AY1289'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1311 ***********************************************************************
 AY1311  DESIGNATION -  G 1091
 AY1311  PID         -  AY1311
 AY1311  STATE/COUNTY-  TX/UVALDE
 AY1311  USGS QUAD   -  GARNER FIELD (1971)
 AY1311
 AY1311                         *CURRENT SURVEY CONTROL
 AY1311  ___________________________________________________________________
 AY1311* NAD 83(1993)-  29 13 06.45303(N)    099 44 36.05594(W)     ADJUSTED  
 AY1311* NAVD 88     -       286.451  (meters)     939.80   (feet)  POSTED    
 AY1311  ___________________________________________________________________
 AY1311  X           -    -942,857.604 (meters)                     COMP
 AY1311  Y           -  -5,490,926.994 (meters)                     COMP
 AY1311  Z           -   3,095,184.971 (meters)                     COMP
 AY1311  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AY1311  ELLIP HEIGHT-         263.47  (meters)          (10/24/00) GPS OBS
 AY1311  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AY1311  DYNAMIC HT  -         286.040 (meters)     938.45  (feet)  COMP
 AY1311  MODELED GRAV-     979,186.3   (mgal)                       NAVD 88
 AY1311
 AY1311  HORZ ORDER  -  FIRST
 AY1311  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1311  ELLP ORDER  -  FOURTH    CLASS II
 AY1311
 AY1311.The horizontal coordinates were established by GPS observations
 AY1311.and adjusted by the National Geodetic Survey in July 1996..
 AY1311
 AY1311.The orthometric height was determined by differential leveling
 AY1311.and adjusted by the National Geodetic Survey in 1992..
 AY1311.No vertical observational check was made to the station.
 AY1311.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1311.was located on a no-check spur therefore a value was not computed.
 AY1311.WARNING-GPS observations at this control monument resulted in a GPS
 AY1311.derived orthometric height which differed from the leveled height by
 AY1311.more than one decimeter (0.1 meter).
 AY1311
 AY1311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY1311
 AY1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1311
 AY1311.The ellipsoidal height was determined by GPS observations
 AY1311.and is referenced to NAD 83.
 AY1311
 AY1311.The geoid height was determined by GEOID03.
 AY1311
 AY1311.The dynamic height is computed by dividing the NAVD 88
 AY1311.geopotential number by the normal gravity value computed on the
 AY1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1311.degrees latitude (g = 980.6199 gals.).
 AY1311
 AY1311.The modeled gravity was interpolated from observed gravity values.
 AY1311
 AY1311;                    North         East     Units Scale Factor Converg.
 AY1311;SPC TXSC     - 4,153,738.294   527,731.943   MT  0.99986529   -0 21 51.0
 AY1311;SPC TXSC     -13,627,723.05  1,731,400.55   sFT  0.99986529   -0 21 51.0
 AY1311;UTM  14      - 3,232,418.207   427,749.563   MT  0.99966441   -0 21 46.3
 AY1311
 AY1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1311!SPC TXSC     -   0.99995862  x   0.99986529  =   0.99982392
 AY1311!UTM  14      -   0.99995862  x   0.99966441  =   0.99962304
 AY1311
 AY1311:                Primary Azimuth Mark                     Grid Az
 AY1311:SPC TXSC     -  UVALPORT                                 195 35 33.7
 AY1311:UTM  14      -  UVALPORT                                 195 35 29.0
 AY1311
 AY1311|---------------------------------------------------------------------|
 AY1311| PID    Reference Object                     Distance      Geod. Az  |
 AY1311|                                                           dddmmss.s |
 AY1311| AY2127 UVALPORT                            APPROX. 0.5 KM 1951342.7 |
 AY1311|---------------------------------------------------------------------|
 AY1311
 AY1311                          SUPERSEDED SURVEY CONTROL
 AY1311
 AY1311  ELLIP H (07/01/96)  263.61   (m)                       GP(       ) 4 2
 AY1311  NAD 83(1993)-  29 13 06.45312(N)    099 44 36.05591(W) AD(       ) 1
 AY1311  ELLIP H (02/20/96)  263.61   (m)                       GP(       ) 1 1
 AY1311  NAD 83(1993)-  29 13 06.45531(N)    099 44 36.05846(W) AD(       ) 3
 AY1311  ELLIP H (02/16/96)  263.65   (m)                       GP(       ) 5 1
 AY1311  NAD 83(1986)-  29 13 06.46032(N)    099 44 36.03876(W) AD(       ) 3
 AY1311  NGVD 29 (??/??/92)  286.313  (m)          939.35   (f) ADJ UNCH    1 2
 AY1311
 AY1311.Superseded values are not recommended for survey control.
 AY1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1311.See file dsdata.txt to determine how the superseded data were derived.
 AY1311
 AY1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2775032418(NAD 83)
 AY1311_MARKER: DB = BENCH MARK DISK
 AY1311_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AY1311_SP_SET: OLD TOWER FOUNDATION
 AY1311_STAMPING: G 1091 1957
 AY1311_MARK LOGO: NGS   
 AY1311_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AY1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1311+STABILITY: SURFACE MOTION
 AY1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1311+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 AY1311
 AY1311  HISTORY     - Date     Condition        Report By
 AY1311  HISTORY     - 1957     MONUMENTED       CGS
 AY1311  HISTORY     - 1988     GOOD             USPSQD
 AY1311  HISTORY     - 19881129 GOOD             NGS
 AY1311  HISTORY     - 19950425 GOOD             NGS
 AY1311  HISTORY     - 19950429 GOOD             NGS
 AY1311  HISTORY     - 20021110 GOOD             USPSQD
 AY1311  HISTORY     - 20040923 GOOD             CTBG
 AY1311
 AY1311                          STATION DESCRIPTION
 AY1311
 AY1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1311'2.7 MI NE FROM UVALDE.
 AY1311'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 AY1311'UVALDE, THENCE 1.45 MILES NORTHEAST ALONG FARM ROAD 1023, THENCE 0.25
 AY1311'MILE EAST ACROSS A FIELD TO THE CENTER ONE OF THREE HANGARS THAT ARE
 AY1311'NOW USED AS FACTORY BUILDINGS, 212 FEET SOUTHWEST OF THE SOUTHWEST
 AY1311'CORNER OF THE OFFICE BUILDING OF THE U.S. BORDER PATROL, 142 FEET
 AY1311'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A FACTORY BUILDING, 25 FEET
 AY1311'NORTH OF THE NORTH EDGE OF AN ASPHALT TAXIWAY, IN THE TOP OF A 2-FOOT
 AY1311'BY 2-FOOT CONCRETE BLOCK THAT IS SET IN THE CENTER OF A LARGER
 AY1311'CONCRETE BLOCK AND PROJECTING 4 INCHES ABOVE THE GROUND.
 AY1311
 AY1311                          STATION RECOVERY (1988)
 AY1311
 AY1311'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1311'RECOVERED IN GOOD CONDITION.
 AY1311
 AY1311                          STATION RECOVERY (1988)
 AY1311
 AY1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AY1311'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) EAST OF UVALDE, AT GARNER
 AY1311'FIELD AIRPORT.  OWNERSHIP--CITY OF UVALDE, P.O. BOX 799, UVALDE, TEXAS
 AY1311'78801.  THE AIRPORT MANAGER IS MARK HUFFSTUTLER, TELEPHONE
 AY1311'512-278-3315.
 AY1311'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83, U.S.
 AY1311'HIGHWAY 90, AND STATE HIGHWAY 55 IN UVALDE, GO NORTHEAST ON U.S.
 AY1311'HIGHWAY 90 FOR 1.51 KM (0.95 MI) TO A ROAD FORK AND THE INTERSECTION
 AY1311'OF FARM ROAD 1023.  BEAR RIGHT AND GO EAST ON FARM ROAD 1023 FOR 2.48
 AY1311'KM (1.55 MI) TO FARM ROAD 1574 LEFT.  CONTINUE EAST ON FARM ROAD 1023
 AY1311'FOR 0.20 KM (0.10 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 AY1311'SOUTHEAST FOR 0.24 KM (0.15 MI) TO THE FIRST OF TWO ROADS RIGHT.  TURN
 AY1311'RIGHT AND GO 0.16 KM (0.10 MI) PAST THE WILLIAMSON-DICKIE
 AY1311'MANUFACTURING COMPANY ON THE RIGHT, TO THE END OF A PARKING AREA, AND
 AY1311'THE MARK ON THE RIGHT.
 AY1311'THE MARK IS IN A DRILL HOLE IN A 0.7 M (2.3 FT) SQUARE CONCRETE
 AY1311'FOUNDATION.  IT IS 18.2 M (59.7 FT) SOUTH-SOUTHWEST OF THE CENTER OF A
 AY1311'CURVED SOUTH WALL OF A WOODEN BUILDING EXTENSION OF A CONVERTED HANGAR
 AY1311'THAT IS NOW A LUNCH ROOM FOR THE DICKEY MANUFACTURING COMPANY, 12.1 M
 AY1311'(39.7 FT) NORTHEAST OF A FENCE ALONG THE TARMAC, AND 7.8 M (25.6 FT)
 AY1311'NORTHWEST OF A LOW PIPE RAIL ALONG THE NORTHWEST EDGE OF A PARKING
 AY1311'AREA.
 AY1311'DESCRIBED BY V.L. FERNANDES.
 AY1311
 AY1311                          STATION RECOVERY (1995)
 AY1311
 AY1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BWM)
 AY1311'THE STATION WAS RECOVERED IN GOOD CONDITION.
 AY1311
 AY1311                          STATION RECOVERY (1995)
 AY1311
 AY1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AY1311'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF KNIPPA,
 AY1311'2.5 MI (4.0 KM) EAST OF UVALDE AND AT GARNER FIELD AIRPORT.
 AY1311'OWNERSHIP--CITY OF UVALDE, BOX 799, UVALDE, TX 78801.  MANAGER IS MARK
 AY1311'HUFFSTULER, PHONE (210) 278-4912.  TO REACH THE STATION FROM THE
 AY1311'JUNCTION OF US HIGHWAYS 90 AND 83 IN UVALDE, GO NORTHEAST ON US
 AY1311'HIGHWAY 90 FOR 0.95 MI (1.53 KM) TO A ROAD FORK RIGHT AND THE
 AY1311'INTERSECTION OF FARM ROAD 1023, BEAR RIGHT AND GO EASTERLY ON FARM
 AY1311'ROAD 1023 FOR 1.55 MI (2.49 KM) TO FARM ROAD 1574 ON THE LEFT,
 AY1311'CONTINUE AHEAD AND GO EASTERLY ON 1023 FOR O.1 MI TO A PAVED ROAD
 AY1311'RIGHT, TURN RIGHT AND GO SOUTHEASTERLY ON SULL ROSS DRIVE FOR 0.2 MI
 AY1311'(0.3 KM) TO THE FIRST OF TWO ROADS RIGHT, TURN RIGHT AND GO SOUTHWEST
 AY1311'FOR 0.05 MI (0.08 KM) THROUGH PARKING LOT TO THE STATION ON THE RIGHT.
 AY1311'THE STATION IS SET INTO A 2.3 FT (0.7 M) SQUARE CONCRETE FOUNDATION,
 AY1311'59.7 FT (18.2 M) SOUTH SOUTHWEST OF THE CENTER OF A CURVED SOUTH WALL
 AY1311'OF A HANGER EXTENSION, 39.7 FT (12.1 M) EAST NORTHEAST OF A CHAINLINK
 AY1311'PERIMETER FENCE, 26.0 FT (7.9 M) WEST NORTHWEST OF A LOW PIPE RAIL
 AY1311'ALONG THE NORTHWEST EDGE OF THE PARKING AREA AND 3.0 FT (0.9 M) EAST
 AY1311'NORTHEAST OF A WITNESS POST.  DRL.
 AY1311
 AY1311                          STATION RECOVERY (2002)
 AY1311
 AY1311'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AY1311'RECOVERED IN GOOD CONDITION.
 AY1311
 AY1311                          STATION RECOVERY (2004)
 AY1311
 AY1311'RECOVERY NOTE BY CARTER AND BURGESS INCORPORATED 2004 (JG)
 AY1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0068 ***********************************************************************
 AZ0068  DESIGNATION -  G 1092
 AZ0068  PID         -  AZ0068
 AZ0068  STATE/COUNTY-  TX/KINNEY
 AZ0068  USGS QUAD   -  ANACACHO (1974)
 AZ0068
 AZ0068                         *CURRENT SURVEY CONTROL
 AZ0068  ___________________________________________________________________
 AZ0068* NAD 83(1986)-  29 11 16.     (N)    100 18 15.     (W)     SCALED    
 AZ0068* NAVD 88     -       294.009  (meters)     964.59   (feet)  POSTED    
 AZ0068  ___________________________________________________________________
 AZ0068  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0068  DYNAMIC HT  -         293.580 (meters)     963.19  (feet)  COMP
 AZ0068  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AZ0068
 AZ0068  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0068
 AZ0068.The horizontal coordinates were scaled from a topographic map and have
 AZ0068.an estimated accuracy of +/- 6 seconds.
 AZ0068
 AZ0068.The orthometric height was determined by differential leveling
 AZ0068.and adjusted by the National Geodetic Survey in 1992..
 AZ0068.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0068.rate of 1.1 thru 2.0 mm/km.
 AZ0068
 AZ0068.The geoid height was determined by GEOID03.
 AZ0068
 AZ0068.The dynamic height is computed by dividing the NAVD 88
 AZ0068.geopotential number by the normal gravity value computed on the
 AZ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0068.degrees latitude (g = 980.6199 gals.).
 AZ0068
 AZ0068.The modeled gravity was interpolated from observed gravity values.
 AZ0068
 AZ0068;                    North         East    Units  Estimated Accuracy
 AZ0068;SPC TXSC     - 4,150,820.      473,170.      MT  (+/- 180 meters Scaled)
 AZ0068
 AZ0068                          SUPERSEDED SURVEY CONTROL
 AZ0068
 AZ0068  NGVD 29 (??/??/92)  293.889  (m)          964.20   (f) ADJ UNCH    1 2
 AZ0068
 AZ0068.Superseded values are not recommended for survey control.
 AZ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0068.See file dsdata.txt to determine how the superseded data were derived.
 AZ0068
 AZ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT731294(NAD 83)
 AZ0068_MARKER: DB = BENCH MARK DISK
 AZ0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0068_STAMPING: G 1092 1957
 AZ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0068+STABILITY: SURFACE MOTION
 AZ0068
 AZ0068  HISTORY     - Date     Condition        Report By
 AZ0068  HISTORY     - 1957     MONUMENTED       CGS
 AZ0068  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0068
 AZ0068                          STATION DESCRIPTION
 AZ0068
 AZ0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0068'7.7 MI E FROM SPOFFORD.
 AZ0068'ABOUT 7.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0068'STATION AT SPOFFORD, 12 FEET SOUTHWEST OF THE SECOND POLE NORTHEAST OF
 AZ0068'MILE POST 334, 4 RAILS SOUTHWEST OF A SWITCH STAND, 31 FEET SOUTHEAST
 AZ0068'OF THE SOUTHEAST RAIL, 93 FEET SOUTH-SOUTHWEST OF SIGNAL 3340, 1.6
 AZ0068'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE
 AZ0068'TOP OF THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AZ0068'FEET.
 AZ0068
 AZ0068                          STATION RECOVERY (1982)
 AZ0068
 AZ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0068'MARK NOT RECOVERED, PROBABLY GRADED OUT WHEN NEW RAILROAD BED WAS
 AZ0068'BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0103 ***********************************************************************
 AP0103  DESIGNATION -  G 1093
 AP0103  PID         -  AP0103
 AP0103  STATE/COUNTY-  TX/MAVERICK
 AP0103  USGS QUAD   -  DEADMANS HILL (1974)
 AP0103
 AP0103                         *CURRENT SURVEY CONTROL
 AP0103  ___________________________________________________________________
 AP0103* NAD 83(1986)-  28 52 02.     (N)    100 25 37.     (W)     SCALED    
 AP0103* NAVD 88     -       245.808  (meters)     806.46   (feet)  ADJUSTED  
 AP0103  ___________________________________________________________________
 AP0103  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AP0103  DYNAMIC HT  -         245.444 (meters)     805.26  (feet)  COMP
 AP0103  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 AP0103
 AP0103  VERT ORDER  -  FIRST     CLASS II
 AP0103
 AP0103.The horizontal coordinates were scaled from a topographic map and have
 AP0103.an estimated accuracy of +/- 6 seconds.
 AP0103
 AP0103.The orthometric height was determined by differential leveling
 AP0103.and adjusted by the National Geodetic Survey in June 1991..
 AP0103
 AP0103.The geoid height was determined by GEOID03.
 AP0103
 AP0103.The dynamic height is computed by dividing the NAVD 88
 AP0103.geopotential number by the normal gravity value computed on the
 AP0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0103.degrees latitude (g = 980.6199 gals.).
 AP0103
 AP0103.The modeled gravity was interpolated from observed gravity values.
 AP0103
 AP0103;                    North         East    Units  Estimated Accuracy
 AP0103;SPC TXSC     - 4,115,430.      460,800.      MT  (+/- 180 meters Scaled)
 AP0103
 AP0103                          SUPERSEDED SURVEY CONTROL
 AP0103
 AP0103  NGVD 29 (??/??/92)  245.672  (m)          806.01   (f) ADJ UNCH    1 2
 AP0103
 AP0103.Superseded values are not recommended for survey control.
 AP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0103.See file dsdata.txt to determine how the superseded data were derived.
 AP0103
 AP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS608941(NAD 83)
 AP0103_MARKER: DB = BENCH MARK DISK
 AP0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0103_STAMPING: G 1093 1957
 AP0103_MARK LOGO: CGS   
 AP0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0103+STABILITY: SURFACE MOTION
 AP0103
 AP0103  HISTORY     - Date     Condition        Report By
 AP0103  HISTORY     - 1957     MONUMENTED       CGS
 AP0103  HISTORY     - 1958     GOOD             NGS
 AP0103  HISTORY     - 1982     GOOD             NGS
 AP0103
 AP0103                          STATION DESCRIPTION
 AP0103
 AP0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0103'12.05 MI N FROM EAGLE PASS.
 AP0103'12.05 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0103'STATION AT EAGLE PASS, 94 FEET SOUTHWEST OF THE 1ST POLE SOUTH OF
 AP0103'MILEPOST 21, 45.4 FEET WEST OF THE WEST RAIL, 38 FEET SOUTH OF A
 AP0103'TELEPHONE POLE, 2 FEET EAST OF A FENCE, 1.6 FEET SOUTH OF A WITNESS
 AP0103'POST, 4 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 AP0103'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  NOTE-- IT IS 315 FEET
 AP0103'SSW OF DRAIN AND RR TRACK AND IS 1.1 FOOT HIGHER IN ELEV. 48 FEET WEST
 AP0103'O THE CENTERLINE OF THE RR TRACKS AND 2.1 FEET HIGHER IN ELEV.
 AP0103
 AP0103                          STATION RECOVERY (1958)
 AP0103
 AP0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AP0103'RECOVERED IN GOOD CONDITION.
 AP0103
 AP0103                          STATION RECOVERY (1982)
 AP0103
 AP0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1323 ***********************************************************************
 AY1323  DESIGNATION -  G 1094
 AY1323  PID         -  AY1323
 AY1323  STATE/COUNTY-  TX/UVALDE
 AY1323  USGS QUAD   -  KNIPPA (1971)
 AY1323
 AY1323                         *CURRENT SURVEY CONTROL
 AY1323  ___________________________________________________________________
 AY1323* NAD 83(1986)-  29 17 03.     (N)    099 40 43.     (W)     SCALED    
 AY1323* NAVD 88     -       295.841  (meters)     970.61   (feet)  ADJUSTED  
 AY1323  ___________________________________________________________________
 AY1323  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AY1323  DYNAMIC HT  -         295.411 (meters)     969.19  (feet)  COMP
 AY1323  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY1323
 AY1323  VERT ORDER  -  FIRST     CLASS II
 AY1323
 AY1323.The horizontal coordinates were scaled from a topographic map and have
 AY1323.an estimated accuracy of +/- 6 seconds.
 AY1323
 AY1323.The orthometric height was determined by differential leveling
 AY1323.and adjusted by the National Geodetic Survey in June 1991..
 AY1323
 AY1323.The geoid height was determined by GEOID03.
 AY1323
 AY1323.The dynamic height is computed by dividing the NAVD 88
 AY1323.geopotential number by the normal gravity value computed on the
 AY1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1323.degrees latitude (g = 980.6199 gals.).
 AY1323
 AY1323.The modeled gravity was interpolated from observed gravity values.
 AY1323
 AY1323;                    North         East    Units  Estimated Accuracy
 AY1323;SPC TXSC     - 4,160,980.      534,070.      MT  (+/- 180 meters Scaled)
 AY1323
 AY1323                          SUPERSEDED SURVEY CONTROL
 AY1323
 AY1323  NGVD 29 (??/??/92)  295.671  (m)          970.05   (f) ADJ UNCH    1 2
 AY1323
 AY1323.Superseded values are not recommended for survey control.
 AY1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1323.See file dsdata.txt to determine how the superseded data were derived.
 AY1323
 AY1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT340396(NAD 83)
 AY1323_MARKER: DB = BENCH MARK DISK
 AY1323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AY1323_SP_SET: 17 FT.
 AY1323_STAMPING: G 1094 1957
 AY1323_MARK LOGO: CGS   
 AY1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1323
 AY1323  HISTORY     - Date     Condition        Report By
 AY1323  HISTORY     - 1957     MONUMENTED       CGS
 AY1323  HISTORY     - 1982     POOR             NGS
 AY1323  HISTORY     - 1987     GOOD             USPSQD
 AY1323  HISTORY     - 1988     GOOD             USPSQD
 AY1323
 AY1323                          STATION DESCRIPTION
 AY1323
 AY1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1323'2.75 MI W FROM KNIPPA.
 AY1323'2.75 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1323'STATION AT KNIPPA, 28 FEET SOUTH OF THE SOUTH RAIL, 100 FEET NORTH OF
 AY1323'THE CENTER LINE OF U.S. HIGHWAY 90, 3.2 FEET SOUTH OF THE 1ST POLE
 AY1323'EAST OF MILEPOST 293, 2 FEET WEST OF A WITNESS POST, CLAMPED ON THE
 AY1323'TOP OF A 5/8 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 17 FEET IN
 AY1323'THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.5 FOOT
 AY1323'ABOVE THE GROUND.
 AY1323
 AY1323                          STATION RECOVERY (1982)
 AY1323
 AY1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1323'MARK RECOVERED THIS DATE, DISK FOUND HIT BY HIGHWAY EQUIPMENT
 AY1323'STRAIGHTENED AND STABALIZED THIS DATE, NOTE, 4.4 KM (2.75 MI) WEST
 AY1323'SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM ROAD 1049
 AY1323'SOUTH IN KNIPPA.
 AY1323
 AY1323                          STATION RECOVERY (1987)
 AY1323
 AY1323'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1323'RECOVERED IN GOOD CONDITION.
 AY1323
 AY1323                          STATION RECOVERY (1988)
 AY1323
 AY1323'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0542 ***********************************************************************
 BP0542  DESIGNATION -  G 1096
 BP0542  PID         -  BP0542
 BP0542  STATE/COUNTY-  TX/BREWSTER
 BP0542  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0542
 BP0542                         *CURRENT SURVEY CONTROL
 BP0542  ___________________________________________________________________
 BP0542* NAD 83(1986)-  30 17 29.     (N)    103 35 42.     (W)     SCALED    
 BP0542* NAVD 88     -      1592.522  (meters)    5224.80   (feet)  ADJUSTED  
 BP0542  ___________________________________________________________________
 BP0542  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 BP0542  DYNAMIC HT  -        1589.871 (meters)    5216.10  (feet)  COMP
 BP0542  MODELED GRAV-     978,919.7   (mgal)                       NAVD 88
 BP0542  OBS GRAVITY -     978,919.8   (mgal)                       GRAV_OBS
 BP0542
 BP0542  VERT ORDER  -  FIRST     CLASS I
 BP0542
 BP0542.The horizontal coordinates were scaled from a topographic map and have
 BP0542.an estimated accuracy of +/- 6 seconds.
 BP0542
 BP0542.The orthometric height was determined by differential leveling
 BP0542.and adjusted by the National Geodetic Survey in June 1991..
 BP0542
 BP0542.The geoid height was determined by GEOID03.
 BP0542
 BP0542.The dynamic height is computed by dividing the NAVD 88
 BP0542.geopotential number by the normal gravity value computed on the
 BP0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0542.degrees latitude (g = 980.6199 gals.).
 BP0542
 BP0542.The modeled gravity was interpolated from observed gravity values.
 BP0542.The observed gravity was obtained from relative gravimeter ties
 BP0542.to the IGSN71 gravity network.
 BP0542
 BP0542;                    North         East    Units  Estimated Accuracy
 BP0542;SPC TXSC     - 4,281,110.      158,060.      MT  (+/- 180 meters Scaled)
 BP0542
 BP0542                          SUPERSEDED SURVEY CONTROL
 BP0542
 BP0542  NGVD 29 (??/??/92) 1592.001  (m)         5223.09   (f) ADJ UNCH    1 1
 BP0542
 BP0542.Superseded values are not recommended for survey control.
 BP0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0542.See file dsdata.txt to determine how the superseded data were derived.
 BP0542
 BP0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP351519(NAD 83)
 BP0542_MARKER: DB = BENCH MARK DISK
 BP0542_SETTING: 66 = SET IN ROCK OUTCROP
 BP0542_SP_SET: ROCK OUTCROP
 BP0542_STAMPING: G 1096 1977
 BP0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0542+STABILITY: POSITION/ELEVATION WELL
 BP0542
 BP0542  HISTORY     - Date     Condition        Report By
 BP0542  HISTORY     - 1977     MONUMENTED       NGS
 BP0542  HISTORY     - 1981     GOOD             NGS
 BP0542  HISTORY     - 1989     GOOD             USPSQD
 BP0542  HISTORY     - 19961008 GOOD             USPSQD
 BP0542
 BP0542                          STATION DESCRIPTION
 BP0542
 BP0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0542'6.7 MI SE FROM ALPINE.
 BP0542'0.4 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0542'FROM THE STATION AT ALPINE, THENCE 6.3 MILES SOUTHEAST ALONG
 BP0542'STATE HIGHWAY 118, 0.3 MILES NORTH-NORTHWEST OF THE JUNCTION OF
 BP0542'A PRIVATE ROAD LEADING SOUTHWEST THROUGH BEAR CANYON, 0.1 MILES
 BP0542'SOUTH OF THE SUMMIT OF A LOW HILL, IN TOP OF AN OUTCROP FLUSH
 BP0542'WITH THE GROUND, 50 FT. WEST OF THE CENTER LINE OF THE HIGHWAY
 BP0542'15 FT. EAST OF A FENCE, 20 FT. SOUTHEAST OF THE SOUTH ONE OF
 BP0542'THREE CEDAR TREES IN THE FENCE LINE.
 BP0542
 BP0542                          STATION RECOVERY (1981)
 BP0542
 BP0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0542'RECOVERED IN GOOD CONDITION.
 BP0542
 BP0542                          STATION RECOVERY (1989)
 BP0542
 BP0542'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0542'RECOVERED IN GOOD CONDITION.
 BP0542
 BP0542                          STATION RECOVERY (1996)
 BP0542
 BP0542'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0568 ***********************************************************************
 BP0568  DESIGNATION -  G 1097
 BP0568  PID         -  BP0568
 BP0568  STATE/COUNTY-  TX/JEFF DAVIS
 BP0568  USGS QUAD   -  FORT DAVIS (1972)
 BP0568
 BP0568                         *CURRENT SURVEY CONTROL
 BP0568  ___________________________________________________________________
 BP0568* NAD 83(1986)-  30 36 12.     (N)    103 54 23.     (W)     SCALED    
 BP0568* NAVD 88     -      1494.312  (meters)    4902.59   (feet)  ADJUSTED  
 BP0568  ___________________________________________________________________
 BP0568  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 BP0568  DYNAMIC HT  -        1491.867 (meters)    4894.57  (feet)  COMP
 BP0568  MODELED GRAV-     978,952.3   (mgal)                       NAVD 88
 BP0568  OBS GRAVITY -     978,955.0   (mgal)                       GRAV_OBS
 BP0568
 BP0568  VERT ORDER  -  FIRST     CLASS I
 BP0568
 BP0568.The horizontal coordinates were scaled from a topographic map and have
 BP0568.an estimated accuracy of +/- 6 seconds.
 BP0568
 BP0568.The orthometric height was determined by differential leveling
 BP0568.and adjusted by the National Geodetic Survey in June 1991..
 BP0568
 BP0568.The geoid height was determined by GEOID03.
 BP0568
 BP0568.The dynamic height is computed by dividing the NAVD 88
 BP0568.geopotential number by the normal gravity value computed on the
 BP0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0568.degrees latitude (g = 980.6199 gals.).
 BP0568
 BP0568.The modeled gravity was interpolated from observed gravity values.
 BP0568.The observed gravity was obtained from relative gravimeter ties
 BP0568.to the IGSN71 gravity network.
 BP0568
 BP0568;                    North         East    Units  Estimated Accuracy
 BP0568;SPC TX C     - 3,109,340.      357,450.      MT  (+/- 180 meters Scaled)
 BP0568
 BP0568                          SUPERSEDED SURVEY CONTROL
 BP0568
 BP0568  NGVD 29 (??/??/92) 1493.757  (m)         4900.77   (f) ADJ UNCH    1 1
 BP0568
 BP0568.Superseded values are not recommended for survey control.
 BP0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0568.See file dsdata.txt to determine how the superseded data were derived.
 BP0568
 BP0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP048861(NAD 83)
 BP0568_MARKER: DB = BENCH MARK DISK
 BP0568_SETTING: 66 = SET IN ROCK OUTCROP
 BP0568_SP_SET: ROCK OUTCROP
 BP0568_STAMPING: G 1097 1977
 BP0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0568+STABILITY: POSITION/ELEVATION WELL
 BP0568
 BP0568  HISTORY     - Date     Condition        Report By
 BP0568  HISTORY     - 1977     MONUMENTED       NGS
 BP0568  HISTORY     - 1988     GOOD             USPSQD
 BP0568  HISTORY     - 19961007 GOOD             USPSQD
 BP0568  HISTORY     - 20030322 GOOD             USPSQD
 BP0568
 BP0568                          STATION DESCRIPTION
 BP0568
 BP0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0568'2.65 MI NW FROM FORT DAVIS.
 BP0568'2.65 MILES NORTH ALONG STATE HIGHWAY 118 FROM THE COUNTY COURTHOUSE
 BP0568'AT FORT DAVIS, SET IN A ROCK OUTCROP, 0.1 MILE SOUTHEAST OF A
 BP0568'GARBAGE CANNISTER, 270 FT. SOUTHEAST AND ACROSS THE HIGHWAY FROM
 BP0568'THE SOUTHEAST CORNER OF A CORRAL, 100 FT. SOUTHEAST OF THE CENTER
 BP0568'LINE OF HIGHWAY, 65 FT. WEST-SOUTHWEST OF A GATE, 2 FT. NORTHWEST
 BP0568'OF THE RIGHT-OF-WAY FENCE.
 BP0568
 BP0568                          STATION RECOVERY (1988)
 BP0568
 BP0568'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0568'RECOVERED IN GOOD CONDITION.
 BP0568
 BP0568                          STATION RECOVERY (1996)
 BP0568
 BP0568'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0568'RECOVERED IN GOOD CONDITION.
 BP0568
 BP0568                          STATION RECOVERY (2003)
 BP0568
 BP0568'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0318 ***********************************************************************
 BQ0318  DESIGNATION -  G 1098
 BQ0318  PID         -  BQ0318
 BQ0318  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0318  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0318
 BQ0318                         *CURRENT SURVEY CONTROL
 BQ0318  ___________________________________________________________________
 BQ0318* NAD 83(1986)-  30 40 03.     (N)    104 02 13.     (W)     SCALED    
 BQ0318* NAVD 88     -      1850.802  (meters)    6072.17   (feet)  ADJUSTED  
 BQ0318  ___________________________________________________________________
 BQ0318  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BQ0318  DYNAMIC HT  -        1847.665 (meters)    6061.88  (feet)  COMP
 BQ0318  MODELED GRAV-     978,879.0   (mgal)                       NAVD 88
 BQ0318  OBS GRAVITY -     978,871.8   (mgal)                       GRAV_OBS
 BQ0318
 BQ0318  VERT ORDER  -  FIRST     CLASS I
 BQ0318
 BQ0318.The horizontal coordinates were scaled from a topographic map and have
 BQ0318.an estimated accuracy of +/- 6 seconds.
 BQ0318
 BQ0318.The orthometric height was determined by differential leveling
 BQ0318.and adjusted by the National Geodetic Survey in June 1991..
 BQ0318
 BQ0318.The geoid height was determined by GEOID03.
 BQ0318
 BQ0318.The dynamic height is computed by dividing the NAVD 88
 BQ0318.geopotential number by the normal gravity value computed on the
 BQ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0318.degrees latitude (g = 980.6199 gals.).
 BQ0318
 BQ0318.The modeled gravity was interpolated from observed gravity values.
 BQ0318.The observed gravity was obtained from relative gravimeter ties
 BQ0318.to the IGSN71 gravity network.
 BQ0318
 BQ0318;                    North         East    Units  Estimated Accuracy
 BQ0318;SPC TX C     - 3,116,860.      345,170.      MT  (+/- 180 meters Scaled)
 BQ0318
 BQ0318                          SUPERSEDED SURVEY CONTROL
 BQ0318
 BQ0318  NGVD 29 (??/??/92) 1850.150  (m)         6070.03   (f) ADJ UNCH    1 1
 BQ0318
 BQ0318.Superseded values are not recommended for survey control.
 BQ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0318.See file dsdata.txt to determine how the superseded data were derived.
 BQ0318
 BQ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP922931(NAD 83)
 BQ0318_MARKER: DB = BENCH MARK DISK
 BQ0318_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0318_SP_SET: ROCK OUTCROP
 BQ0318_STAMPING: G 1098 1977
 BQ0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0318+STABILITY: POSITION/ELEVATION WELL
 BQ0318
 BQ0318  HISTORY     - Date     Condition        Report By
 BQ0318  HISTORY     - 1977     MONUMENTED       NGS
 BQ0318  HISTORY     - 1989     GOOD             USPSQD
 BQ0318  HISTORY     - 19961007 GOOD             USPSQD
 BQ0318  HISTORY     - 20030322 GOOD             USPSQD
 BQ0318
 BQ0318                          STATION DESCRIPTION
 BQ0318
 BQ0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0318'13.80 MI NW FROM FORT DAVIS.
 BQ0318'ABOUT 13.80 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE
 BQ0318'COUNTY COURTHOUSE AT FORT DAVIS, 32 FT. EAST OF THE CENTER LINE
 BQ0318'OF THE HIGHWAY, 53 FT. EAST OF A STONE GUARD RAIL, 113 FT. SOUTH
 BQ0318'SOUTH OF A 1 PIPE CULVERT, 35 FT. WEST OF AND 10 FT. BELOW THE RIGHT
 BQ0318'OF WAY FENCE
 BQ0318
 BQ0318                          STATION RECOVERY (1989)
 BQ0318
 BQ0318'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0318'RECOVERED IN GOOD CONDITION.
 BQ0318
 BQ0318                          STATION RECOVERY (1996)
 BQ0318
 BQ0318'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0318'RECOVERED IN GOOD CONDITION.
 BQ0318
 BQ0318                          STATION RECOVERY (2003)
 BQ0318
 BQ0318'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0111 ***********************************************************************
 AZ0111  DESIGNATION -  G 1099
 AZ0111  PID         -  AZ0111
 AZ0111  STATE/COUNTY-  TX/VAL VERDE
 AZ0111  USGS QUAD   -  DEL RIO SW (1972)
 AZ0111
 AZ0111                         *CURRENT SURVEY CONTROL
 AZ0111  ___________________________________________________________________
 AZ0111* NAD 83(1986)-  29 21 46.     (N)    100 54 04.     (W)     SCALED    
 AZ0111* NAVD 88     -       293.899  (meters)     964.23   (feet)  POSTED    
 AZ0111  ___________________________________________________________________
 AZ0111  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0111  DYNAMIC HT  -         293.470 (meters)     962.83  (feet)  COMP
 AZ0111  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AZ0111
 AZ0111  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0111
 AZ0111.The horizontal coordinates were scaled from a topographic map and have
 AZ0111.an estimated accuracy of +/- 6 seconds.
 AZ0111
 AZ0111.The orthometric height was determined by differential leveling
 AZ0111.and adjusted by the National Geodetic Survey in 1992..
 AZ0111.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0111.rate of 1.1 thru 2.0 mm/km.
 AZ0111
 AZ0111.The geoid height was determined by GEOID03.
 AZ0111
 AZ0111.The dynamic height is computed by dividing the NAVD 88
 AZ0111.geopotential number by the normal gravity value computed on the
 AZ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0111.degrees latitude (g = 980.6199 gals.).
 AZ0111
 AZ0111.The modeled gravity was interpolated from observed gravity values.
 AZ0111
 AZ0111;                    North         East    Units  Estimated Accuracy
 AZ0111;SPC TXSC     - 4,171,000.      415,440.      MT  (+/- 180 meters Scaled)
 AZ0111
 AZ0111                          SUPERSEDED SURVEY CONTROL
 AZ0111
 AZ0111  NGVD 29 (??/??/92)  293.853  (m)          964.08   (f) ADJ UNCH    1 2
 AZ0111
 AZ0111.Superseded values are not recommended for survey control.
 AZ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0111.See file dsdata.txt to determine how the superseded data were derived.
 AZ0111
 AZ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT154496(NAD 83)
 AZ0111_MARKER: DB = BENCH MARK DISK
 AZ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0111_STAMPING: G 1099 1957
 AZ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0111+STABILITY: SURFACE MOTION
 AZ0111
 AZ0111  HISTORY     - Date     Condition        Report By
 AZ0111  HISTORY     - 1957     MONUMENTED       CGS
 AZ0111  HISTORY     - 1958     GOOD             NGS
 AZ0111  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0111
 AZ0111                          STATION DESCRIPTION
 AZ0111
 AZ0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0111'IN DEL RIO.
 AZ0111'AT DEL RIO, 219 FEET NORTHEAST OF THE NORTH CORNER OF THE TEXAS AND
 AZ0111'NEW ORLEANS RAILROAD STATION, 49 FEET SOUTHWEST OF THE CENTER LINE OF
 AZ0111'MAIN STREET, 45 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 AZ0111'TRACK, 24 FEET NORTHWEST OF A 10-INCH CEDAR, 15 1/2 FEET SOUTHWEST OF
 AZ0111'THE SOUTHWEST CURB OF A SIDEWALK, ABOUT LEVEL WITH THE TRACK, AND IN
 AZ0111'THE TOP OF A CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE SURFACE
 AZ0111'OF THE GROUND.
 AZ0111
 AZ0111                          STATION RECOVERY (1982)
 AZ0111
 AZ0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0111'MARK NOT RECOVERED THIS DATE, ASSUME KNOCKED OUT WHEN NEW TRACK WAS
 AZ0111'BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0424 ***********************************************************************
 CA0424  DESIGNATION -  G 11
 CA0424  PID         -  CA0424
 CA0424  STATE/COUNTY-  TX/COLEMAN
 CA0424  USGS QUAD   -  COLEMAN (1987)
 CA0424
 CA0424                         *CURRENT SURVEY CONTROL
 CA0424  ___________________________________________________________________
 CA0424* NAD 83(1986)-  31 46 09.     (N)    099 26 05.     (W)     SCALED    
 CA0424* NAVD 88     -       508.636  (meters)    1668.75   (feet)  ADJUSTED  
 CA0424  ___________________________________________________________________
 CA0424  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CA0424  DYNAMIC HT  -         507.964 (meters)    1666.55  (feet)  COMP
 CA0424  MODELED GRAV-     979,302.5   (mgal)                       NAVD 88
 CA0424
 CA0424  VERT ORDER  -  SECOND    CLASS 0
 CA0424
 CA0424.The horizontal coordinates were scaled from a topographic map and have
 CA0424.an estimated accuracy of +/- 6 seconds.
 CA0424
 CA0424.The orthometric height was determined by differential leveling
 CA0424.and adjusted by the National Geodetic Survey in June 1991..
 CA0424
 CA0424.The geoid height was determined by GEOID03.
 CA0424
 CA0424.The dynamic height is computed by dividing the NAVD 88
 CA0424.geopotential number by the normal gravity value computed on the
 CA0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0424.degrees latitude (g = 980.6199 gals.).
 CA0424
 CA0424.The modeled gravity was interpolated from observed gravity values.
 CA0424
 CA0424;                    North         East    Units  Estimated Accuracy
 CA0424;SPC TX C     - 3,233,430.      785,120.      MT  (+/- 180 meters Scaled)
 CA0424
 CA0424                          SUPERSEDED SURVEY CONTROL
 CA0424
 CA0424  NGVD 29 (??/??/92)  508.525  (m)         1668.39   (f) ADJ UNCH    2 0
 CA0424
 CA0424.Superseded values are not recommended for survey control.
 CA0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0424.See file dsdata.txt to determine how the superseded data were derived.
 CA0424
 CA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA588149(NAD 83)
 CA0424_MARKER: DD = SURVEY DISK
 CA0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0424_STAMPING: G 11 1923
 CA0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0424+STABILITY: SURFACE MOTION
 CA0424
 CA0424  HISTORY     - Date     Condition        Report By
 CA0424  HISTORY     - 1923     MONUMENTED       USGS
 CA0424  HISTORY     - 1940     GOOD             NGS
 CA0424  HISTORY     - 1982     GOOD             NGS
 CA0424
 CA0424                          STATION DESCRIPTION
 CA0424
 CA0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0424'4.0 MI W FROM SAN ANGELO JUNCTION.
 CA0424'4.0 MILES WEST ALONG THE GULF, COLORADO, AND SANTA FE RAILWAY FROM THE
 CA0424'STATION AT SAN ANGELO JUNCTION, COLEMAN COUNTY, ABOUT 500 FEET
 CA0424'NORTHWEST OF MILEPOST 4, AT THE NORTHEAST CORNER OF A FIELD, 130 FEET
 CA0424'NORTHEAST OF THE CENTER OF A ROAD CROSSING, 50 FEET NORTHEAST OF THE
 CA0424'CENTERLINE OF THE ROAD, 90 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 CA0424'AND 40 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES
 CA0424'GEOLOGICAL SURVEY STANDARD DISK, STAMPED G 11 1923 AND SET IN THE TOP
 CA0424'OF A CONCRETE POST.
 CA0424
 CA0424                          STATION RECOVERY (1982)
 CA0424
 CA0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0643 ***********************************************************************
 AB0643  DESIGNATION -  G 11
 AB0643  PID         -  AB0643
 AB0643  STATE/COUNTY-  TX/CAMERON
 AB0643  USGS QUAD   -  RIO HONDO (1980)
 AB0643
 AB0643                         *CURRENT SURVEY CONTROL
 AB0643  ___________________________________________________________________
 AB0643* NAD 83(1986)-  26 08 20.     (N)    097 33 51.     (W)     SCALED    
 AB0643* NAVD 88     -         6.965  (meters)      22.85   (feet)  ADJUSTED  
 AB0643  ___________________________________________________________________
 AB0643  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 AB0643  DYNAMIC HT  -           6.954 (meters)      22.81  (feet)  COMP
 AB0643  MODELED GRAV-     979,039.8   (mgal)                       NAVD 88
 AB0643
 AB0643  VERT ORDER  -  SECOND    CLASS 0
 AB0643
 AB0643.The horizontal coordinates were scaled from a topographic map and have
 AB0643.an estimated accuracy of +/- 6 seconds.
 AB0643
 AB0643.The orthometric height was determined by differential leveling
 AB0643.and adjusted by the National Geodetic Survey in June 1991..
 AB0643
 AB0643.The geoid height was determined by GEOID03.
 AB0643
 AB0643.The dynamic height is computed by dividing the NAVD 88
 AB0643.geopotential number by the normal gravity value computed on the
 AB0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0643.degrees latitude (g = 980.6199 gals.).
 AB0643
 AB0643.The modeled gravity was interpolated from observed gravity values.
 AB0643
 AB0643;                    North         East    Units  Estimated Accuracy
 AB0643;SPC TX S     - 5,052,670.      393,580.      MT  (+/- 180 meters Scaled)
 AB0643
 AB0643                          SUPERSEDED SURVEY CONTROL
 AB0643
 AB0643  NGVD 29 (??/??/92)    7.072  (m)           23.20   (f) ADJ UNCH    2 0
 AB0643
 AB0643.Superseded values are not recommended for survey control.
 AB0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0643.See file dsdata.txt to determine how the superseded data were derived.
 AB0643
 AB0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP435918(NAD 83)
 AB0643_MARKER: DD = SURVEY DISK
 AB0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0643_SP_SET: CULVERT
 AB0643_STAMPING: G 11 23.02
 AB0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0643
 AB0643  HISTORY     - Date     Condition        Report By
 AB0643  HISTORY     - UNK      MONUMENTED       CGS
 AB0643  HISTORY     - 1942     GOOD             NGS
 AB0643  HISTORY     - 1987     GOOD             USPSQD
 AB0643  HISTORY     - 1987     GOOD             USPSQD
 AB0643  HISTORY     - 1988     GOOD             USPSQD
 AB0643
 AB0643                          STATION DESCRIPTION
 AB0643
 AB0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0643'5.0 MI E FROM SAN BENITO.
 AB0643'5.0 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0643'BENITO, CAMERON COUTNY, 3.2 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0643'TO BAYVIEW.  15 FEET NORTH OF AND 0.5 FOOT HIGHER THAN THE CENTERLINE
 AB0643'OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF
 AB0643'THE NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED G 11
 AB0643'23.02.
 AB0643
 AB0643                          STATION RECOVERY (1987)
 AB0643
 AB0643'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0643'RECOVERED IN GOOD CONDITION.
 AB0643
 AB0643                          STATION RECOVERY (1987)
 AB0643
 AB0643'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0643'RECOVERED IN GOOD CONDITION.
 AB0643
 AB0643                          STATION RECOVERY (1988)
 AB0643
 AB0643'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2281 ***********************************************************************
 AW2281  DESIGNATION -  G 11
 AW2281  PID         -  AW2281
 AW2281  STATE/COUNTY-  TX/HARRIS
 AW2281  USGS QUAD   -  ALIEF (1995)
 AW2281
 AW2281                         *CURRENT SURVEY CONTROL
 AW2281  ___________________________________________________________________
 AW2281* NAD 83(1986)-  29 44 15.     (N)    095 30 04.     (W)     SCALED    
 AW2281* NAVD 88     -        20.57   (+/-2cm)      67.5    (feet)  VERTCON   
 AW2281  ___________________________________________________________________
 AW2281  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW2281
 AW2281  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2281
 AW2281.The horizontal coordinates were scaled from a topographic map and have
 AW2281.an estimated accuracy of +/- 6 seconds.
 AW2281
 AW2281.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2281.The vertical order pertains to the NGVD 29 superseded value.
 AW2281
 AW2281.The geoid height was determined by GEOID03.
 AW2281
 AW2281;                    North         East    Units  Estimated Accuracy
 AW2281;SPC TXSC     - 4,216,100.      938,390.      MT  (+/- 180 meters Scaled)
 AW2281
 AW2281                          SUPERSEDED SURVEY CONTROL
 AW2281
 AW2281  NGVD 29 (??/??/??)   20.568  (m)           67.48   (f) ADJUSTED    1 2
 AW2281
 AW2281.Superseded values are not recommended for survey control.
 AW2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2281.See file dsdata.txt to determine how the superseded data were derived.
 AW2281
 AW2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN581923(NAD 83)
 AW2281_MARKER: DD = SURVEY DISK
 AW2281_SETTING: 0 = UNSPECIFIED SETTING
 AW2281_STAMPING: G 11 W 100
 AW2281_MARK LOGO: HCFC  
 AW2281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2281
 AW2281  HISTORY     - Date     Condition        Report By
 AW2281  HISTORY     - UNK      MONUMENTED       HCFC
 AW2281  HISTORY     - 1973     GOOD             NGS
 AW2281  HISTORY     - 1978     GOOD             NGS
 AW2281  HISTORY     - 1983     GOOD             NGS
 AW2281  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2281  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2281  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2281  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2281
 AW2281                          STATION DESCRIPTION
 AW2281
 AW2281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2281'4.2 MI NW FROM BELLAIRE.
 AW2281'2.25 MILES NORTH ALONG RICE AVENUE FROM THE JUNCTION OF BELLAIRE
 AW2281'BOULEVARD AT BELLAIRE, THENCE 0.35 MILE WEST ALONG WEST ALABAMA
 AW2281'STREET, THENCE 1.6 MILES WEST ALONG WESTHEIMER ROAD, AT THE CENTER OF
 AW2281'THE JUNCTION OF VOSS ROAD NORTH AND HILLCROFT AVENUE SOUTH, IN THE TOP
 AW2281'OF THE CONCRETE SURFACE OF A CONCRETE ISLAND IN THE CENTER OF THE
 AW2281'JUNCTION, 5.6 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE ISLAND, 4.0
 AW2281'FEET SOUTHWEST OF THE NORTHEAST CURB OF THE ISLAND, 2.7 FEET SOUTHEAST
 AW2281'OF THE BASE OF A SIGNAL LIGHT POLE, AND ABOUT 1/2 FOOT HIGHER THAN THE
 AW2281'ROAD.
 AW2281
 AW2281                          STATION RECOVERY (1978)
 AW2281
 AW2281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2281'RECOVERED IN GOOD CONDITION.
 AW2281
 AW2281                          STATION RECOVERY (1983)
 AW2281
 AW2281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2281'RECOVERED IN GOOD CONDITION.
 AW2281
 AW2281                          STATION RECOVERY (1986)
 AW2281
 AW2281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2281'NOT RECOVERED.
 AW2281
 AW2281                          STATION RECOVERY (1990)
 AW2281
 AW2281'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2281'MARK NOT FOUND.
 AW2281
 AW2281                          STATION RECOVERY (1997)
 AW2281
 AW2281'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2281'MARK NOT FOUND.
 AW2281
 AW2281                          STATION RECOVERY (2004)
 AW2281
 AW2281'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0024 ***********************************************************************
 CT0024  DESIGNATION -  G 11
 CT0024  PID         -  CT0024
 CT0024  STATE/COUNTY-  TX/PALO PINTO
 CT0024  USGS QUAD   -  SANTO (1984)
 CT0024
 CT0024                         *CURRENT SURVEY CONTROL
 CT0024  ___________________________________________________________________
 CT0024* NAD 83(1986)-  32 36 12.     (N)    098 13 01.     (W)     SCALED    
 CT0024* NAVD 88     -       250.793  (meters)     822.81   (feet)  ADJUSTED  
 CT0024  ___________________________________________________________________
 CT0024  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0024  DYNAMIC HT  -         250.484 (meters)     821.80  (feet)  COMP
 CT0024  MODELED GRAV-     979,402.5   (mgal)                       NAVD 88
 CT0024
 CT0024  VERT ORDER  -  FIRST     CLASS II
 CT0024
 CT0024.The horizontal coordinates were scaled from a topographic map and have
 CT0024.an estimated accuracy of +/- 6 seconds.
 CT0024
 CT0024.The orthometric height was determined by differential leveling
 CT0024.and adjusted by the National Geodetic Survey in June 1991..
 CT0024
 CT0024.The geoid height was determined by GEOID03.
 CT0024
 CT0024.The dynamic height is computed by dividing the NAVD 88
 CT0024.geopotential number by the normal gravity value computed on the
 CT0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0024.degrees latitude (g = 980.6199 gals.).
 CT0024
 CT0024.The modeled gravity was interpolated from observed gravity values.
 CT0024
 CT0024;                    North         East    Units  Estimated Accuracy
 CT0024;SPC TXNC     - 2,103,900.      626,570.      MT  (+/- 180 meters Scaled)
 CT0024
 CT0024                          SUPERSEDED SURVEY CONTROL
 CT0024
 CT0024  NGVD 29 (??/??/92)  250.707  (m)          822.53   (f) ADJ UNCH    1 2
 CT0024
 CT0024.Superseded values are not recommended for survey control.
 CT0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0024.See file dsdata.txt to determine how the superseded data were derived.
 CT0024
 CT0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB734075(NAD 83)
 CT0024_MARKER: Z = SEE DESCRIPTION
 CT0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0024_SP_SET: STONE
 CT0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0024+STABILITY: SURFACE MOTION
 CT0024
 CT0024  HISTORY     - Date     Condition        Report By
 CT0024  HISTORY     - UNK      MONUMENTED       CGS
 CT0024  HISTORY     - 1955     GOOD             NGS
 CT0024  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0024  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0024  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0024
 CT0024                          STATION DESCRIPTION
 CT0024
 CT0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CT0024'IN SANTO.
 CT0024'AT SANTO, 219 FEET WEST OF THE WEST CORNER OF THE TEXAS AND PACIFIC
 CT0024'RAILROAD STATION, 40 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 CT0024'TRACK, 23 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 7 FEET
 CT0024'NORTHEAST OF A TELEPHONE POLE, 1.7 FEET SOUTHWEST OF A WITNESS POST,
 CT0024'IN THE TOP OF A LIMESTONE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CT0024'GROUND, SURROUNDED BY THE LETTERS USBM.
 CT0024
 CT0024                          STATION RECOVERY (1998)
 CT0024
 CT0024'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0024'MARK NOT FOUND.
 CT0024
 CT0024                          STATION RECOVERY (2002)
 CT0024
 CT0024'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0024'MARK NOT FOUND.
 CT0024
 CT0024                          STATION RECOVERY (2004)
 CT0024
 CT0024'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0725 ***********************************************************************
 BM0725  DESIGNATION -  G 11 USGS
 BM0725  PID         -  BM0725
 BM0725  STATE/COUNTY-  TX/WILLIAMSON
 BM0725  USGS QUAD   -  GEORGETOWN (1982)
 BM0725
 BM0725                         *CURRENT SURVEY CONTROL
 BM0725  ___________________________________________________________________
 BM0725* NAD 83(1986)-  30 38 13.     (N)    097 40 39.     (W)     SCALED    
 BM0725* NAVD 88     -       231.161  (meters)     758.40   (feet)  ADJUSTED  
 BM0725  ___________________________________________________________________
 BM0725  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BM0725  DYNAMIC HT  -         230.849 (meters)     757.38  (feet)  COMP
 BM0725  MODELED GRAV-     979,290.1   (mgal)                       NAVD 88
 BM0725
 BM0725  VERT ORDER  -  FIRST     CLASS II
 BM0725
 BM0725.The horizontal coordinates were scaled from a topographic map and have
 BM0725.an estimated accuracy of +/- 6 seconds.
 BM0725
 BM0725.The orthometric height was determined by differential leveling
 BM0725.and adjusted by the National Geodetic Survey in June 1991..
 BM0725
 BM0725.The geoid height was determined by GEOID03.
 BM0725
 BM0725.The dynamic height is computed by dividing the NAVD 88
 BM0725.geopotential number by the normal gravity value computed on the
 BM0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0725.degrees latitude (g = 980.6199 gals.).
 BM0725
 BM0725.The modeled gravity was interpolated from observed gravity values.
 BM0725
 BM0725;                    North         East    Units  Estimated Accuracy
 BM0725;SPC TX C     - 3,110,600.      954,550.      MT  (+/- 180 meters Scaled)
 BM0725
 BM0725                          SUPERSEDED SURVEY CONTROL
 BM0725
 BM0725  NGVD 29 (??/??/92)  231.072  (m)          758.11   (f) ADJ UNCH    1 2
 BM0725
 BM0725.Superseded values are not recommended for survey control.
 BM0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0725.See file dsdata.txt to determine how the superseded data were derived.
 BM0725
 BM0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU267901(NAD 83)
 BM0725_MARKER: DD = SURVEY DISK
 BM0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0725_SP_SET: STEP
 BM0725_STAMPING: G 11 1924
 BM0725_MARK LOGO: USGS  
 BM0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0725+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0725
 BM0725  HISTORY     - Date     Condition        Report By
 BM0725  HISTORY     - 1924     MONUMENTED       USGS
 BM0725  HISTORY     - 1954     GOOD             NGS
 BM0725  HISTORY     - 1980     GOOD             NGS
 BM0725  HISTORY     - 1990     GOOD             USPSQD
 BM0725  HISTORY     - 19990323 GOOD             USPSQD
 BM0725  HISTORY     - 20050724 GOOD             USPSQD
 BM0725
 BM0725                          STATION DESCRIPTION
 BM0725
 BM0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0725'IN GEORGETOWN.
 BM0725'AT GEORGETOWN, WILLIAMSON COUNTY, 20 FEET WEST OF THE SOUTH ENTRANCE
 BM0725'TO THE COUNTY COURTHOUSE, AND IN THE TOP OF THE FOURTH CONCRETE STEP
 BM0725'FROM THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 BM0725'STAMPED G 11 1924.
 BM0725
 BM0725                          STATION RECOVERY (1980)
 BM0725
 BM0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0725'RECOVERED IN GOOD CONDITION.
 BM0725
 BM0725                          STATION RECOVERY (1990)
 BM0725
 BM0725'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0725'RECOVERED IN GOOD CONDITION.
 BM0725
 BM0725                          STATION RECOVERY (1999)
 BM0725
 BM0725'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0725'RECOVERED IN GOOD CONDITION.
 BM0725
 BM0725                          STATION RECOVERY (2005)
 BM0725
 BM0725'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0085 ***********************************************************************
 CE0085  DESIGNATION -  G 110
 CE0085  PID         -  CE0085
 CE0085  STATE/COUNTY-  TX/EL PASO
 CE0085  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0085
 CE0085                         *CURRENT SURVEY CONTROL
 CE0085  ___________________________________________________________________
 CE0085* NAD 83(1986)-  31 54 47.     (N)    106 22 41.     (W)     SCALED    
 CE0085* NAVD 88     -      1196.542  (meters)    3925.65   (feet)  POSTED    
 CE0085  ___________________________________________________________________
 CE0085  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CE0085  DYNAMIC HT  -        1194.720 (meters)    3919.68  (feet)  COMP
 CE0085  MODELED GRAV-     979,078.0   (mgal)                       NAVD 88
 CE0085
 CE0085  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CE0085
 CE0085.The horizontal coordinates were scaled from a topographic map and have
 CE0085.an estimated accuracy of +/- 6 seconds.
 CE0085
 CE0085.The orthometric height was determined by differential leveling
 CE0085.and adjusted by the National Geodetic Survey in 1992..
 CE0085.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CE0085.rate of 3.1 thru 4.0 mm/km.
 CE0085
 CE0085.The geoid height was determined by GEOID03.
 CE0085
 CE0085.The dynamic height is computed by dividing the NAVD 88
 CE0085.geopotential number by the normal gravity value computed on the
 CE0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0085.degrees latitude (g = 980.6199 gals.).
 CE0085
 CE0085.The modeled gravity was interpolated from observed gravity values.
 CE0085
 CE0085;                    North         East    Units  Estimated Accuracy
 CE0085;SPC TX C     - 3,264,570.      128,550.      MT  (+/- 180 meters Scaled)
 CE0085
 CE0085                          SUPERSEDED SURVEY CONTROL
 CE0085
 CE0085  NGVD 29 (??/??/92) 1195.976  (m)         3923.80   (f) ADJ UNCH    1 2
 CE0085
 CE0085.Superseded values are not recommended for survey control.
 CE0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0085.See file dsdata.txt to determine how the superseded data were derived.
 CE0085
 CE0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR697316(NAD 83)
 CE0085_MARKER: DB = BENCH MARK DISK
 CE0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0085_STAMPING: G 110 1932
 CE0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0085+STABILITY: SURFACE MOTION
 CE0085
 CE0085  HISTORY     - Date     Condition        Report By
 CE0085  HISTORY     - 1932     MONUMENTED       CGS
 CE0085  HISTORY     - 1954     MARK NOT FOUND   DOD
 CE0085  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0085
 CE0085                          STATION DESCRIPTION
 CE0085
 CE0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CE0085'13.1 MI N FROM EL PASO.
 CE0085'13.1 MILES NORTH OF THE UNION PASSENGER DEPOT AT PANCHO OPPOSITE M.P.
 CE0085'RAIL AND 83.2 FT. SOUTH OF M.P. 1309 AND 44.8 FT. WEST OF THE
 CE0085'CENTERLINE OF THE S.P.R.R. TRACKS ON THE MAIN LINE.
 CE0085
 CE0085                          STATION RECOVERY (1954)
 CE0085
 CE0085'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954
 CE0085'MARK NOT FOUND.
 CE0085
 CE0085                          STATION RECOVERY (1981)
 CE0085
 CE0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0178 ***********************************************************************
 AZ0178  DESIGNATION -  G 1100
 AZ0178  PID         -  AZ0178
 AZ0178  STATE/COUNTY-  TX/VAL VERDE
 AZ0178  USGS QUAD   -  DEL RIO SW (1972)
 AZ0178
 AZ0178                         *CURRENT SURVEY CONTROL
 AZ0178  ___________________________________________________________________
 AZ0178* NAD 83(1986)-  29 21 54.     (N)    100 53 51.     (W)     SCALED    
 AZ0178* NAVD 88     -       300.592  (meters)     986.19   (feet)  ADJUSTED  
 AZ0178  ___________________________________________________________________
 AZ0178  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0178  DYNAMIC HT  -         300.154 (meters)     984.76  (feet)  COMP
 AZ0178  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AZ0178
 AZ0178  VERT ORDER  -  FIRST     CLASS II
 AZ0178
 AZ0178.The horizontal coordinates were scaled from a topographic map and have
 AZ0178.an estimated accuracy of +/- 6 seconds.
 AZ0178
 AZ0178.The orthometric height was determined by differential leveling
 AZ0178.and adjusted by the National Geodetic Survey in June 1991..
 AZ0178
 AZ0178.The geoid height was determined by GEOID03.
 AZ0178
 AZ0178.The dynamic height is computed by dividing the NAVD 88
 AZ0178.geopotential number by the normal gravity value computed on the
 AZ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0178.degrees latitude (g = 980.6199 gals.).
 AZ0178
 AZ0178.The modeled gravity was interpolated from observed gravity values.
 AZ0178
 AZ0178;                    North         East    Units  Estimated Accuracy
 AZ0178;SPC TXSC     - 4,171,240.      415,800.      MT  (+/- 180 meters Scaled)
 AZ0178
 AZ0178                          SUPERSEDED SURVEY CONTROL
 AZ0178
 AZ0178  NGVD 29 (??/??/92)  300.547  (m)          986.04   (f) ADJ UNCH    1 2
 AZ0178
 AZ0178.Superseded values are not recommended for survey control.
 AZ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0178.See file dsdata.txt to determine how the superseded data were derived.
 AZ0178
 AZ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT158499(NAD 83)
 AZ0178_MARKER: DB = BENCH MARK DISK
 AZ0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0178_SP_SET: ABUTMENT
 AZ0178_STAMPING: G 1100 1957
 AZ0178_MARK LOGO: CGS   
 AZ0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0178+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 AZ0178
 AZ0178  HISTORY     - Date     Condition        Report By
 AZ0178  HISTORY     - 1957     MONUMENTED       CGS
 AZ0178  HISTORY     - 1982     GOOD             NGS
 AZ0178  HISTORY     - 19980805 GOOD             USPSQD
 AZ0178  HISTORY     - 20051207 GOOD             NGS
 AZ0178
 AZ0178                          STATION DESCRIPTION
 AZ0178
 AZ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0178'IN DEL RIO.
 AZ0178'AT DEL RIO, AT THE OVERPASS OF U.S. HIGHWAY 277 OVER THE TEXAS AND NEW
 AZ0178'ORLEANS RAILROAD, IN THE TOP OF THE CENTER OF THE NORTH CONCRETE
 AZ0178'ABUTMENT OF THE OVERPASS, 15 FEET WEST OF THE CENTER LINE OF THE EAST
 AZ0178'(NORTH BOUND) LANE OF THE OVERPASS, 15 EAST OF THE CENTER LINE OF THE
 AZ0178'WEST (SOUTH BOUND) LANE OF THE OVERPASS AND ABOUT 0.5 FOOT ABOVE THE
 AZ0178'LEVEL OF THE PAVEMENT.
 AZ0178
 AZ0178                          STATION RECOVERY (1982)
 AZ0178
 AZ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0178'IS SET AT THE OVERPASS OF U.S. HIGHWAY 277 OVER THE SOUTHERN PACIFIC
 AZ0178'RAILROAD IN THE TOP OF THE CENTER OF THE NORTH CONCRETE ABUTMENT OF
 AZ0178'THE OVERPASS BETWEEN THE NORTH AND SOUTHBOUND LANES, 4.5 METERS
 AZ0178'(15.0 FT) WEST OF THE CENTERLINE OF THE EAST (NORTHBOUND) LANE, AND
 AZ0178'4.5 METERS (15.0 FT) EAST OF THE CENTERLINE OF THE WEST (SOUTHBOUND)
 AZ0178'LANE.
 AZ0178'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
 AZ0178
 AZ0178                          STATION RECOVERY (1998)
 AZ0178
 AZ0178'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0178'RECOVERED IN GOOD CONDITION.
 AZ0178
 AZ0178                          STATION RECOVERY (2005)
 AZ0178
 AZ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DMM)
 AZ0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0481 ***********************************************************************
 CC0481  DESIGNATION -  G 1101
 CC0481  PID         -  CC0481
 CC0481  STATE/COUNTY-  TX/REEVES
 CC0481  USGS QUAD   -  ORLA SE (1961)
 CC0481
 CC0481                         *CURRENT SURVEY CONTROL
 CC0481  ___________________________________________________________________
 CC0481* NAD 83(1986)-  31 49 15.     (N)    103 50 54.     (W)     SCALED    
 CC0481* NAVD 88     -       847.252  (meters)    2779.69   (feet)  ADJUSTED  
 CC0481  ___________________________________________________________________
 CC0481  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CC0481  DYNAMIC HT  -         845.993 (meters)    2775.56  (feet)  COMP
 CC0481  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 CC0481
 CC0481  VERT ORDER  -  FIRST     CLASS II
 CC0481
 CC0481.The horizontal coordinates were scaled from a topographic map and have
 CC0481.an estimated accuracy of +/- 6 seconds.
 CC0481
 CC0481.The orthometric height was determined by differential leveling
 CC0481.and adjusted by the National Geodetic Survey in June 1991..
 CC0481
 CC0481.The geoid height was determined by GEOID03.
 CC0481
 CC0481.The dynamic height is computed by dividing the NAVD 88
 CC0481.geopotential number by the normal gravity value computed on the
 CC0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0481.degrees latitude (g = 980.6199 gals.).
 CC0481
 CC0481.The modeled gravity was interpolated from observed gravity values.
 CC0481
 CC0481;                    North         East    Units  Estimated Accuracy
 CC0481;SPC TX C     - 3,244,070.      367,270.      MT  (+/- 180 meters Scaled)
 CC0481
 CC0481                          SUPERSEDED SURVEY CONTROL
 CC0481
 CC0481  NGVD 29 (??/??/92)  846.795  (m)         2778.19   (f) ADJ UNCH    1 2
 CC0481
 CC0481.Superseded values are not recommended for survey control.
 CC0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0481.See file dsdata.txt to determine how the superseded data were derived.
 CC0481
 CC0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR089211(NAD 83)
 CC0481_MARKER: DB = BENCH MARK DISK
 CC0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0481_STAMPING: G 1101 1957
 CC0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0481+STABILITY: SURFACE MOTION
 CC0481
 CC0481  HISTORY     - Date     Condition        Report By
 CC0481  HISTORY     - 1957     MONUMENTED       CGS
 CC0481
 CC0481                          STATION DESCRIPTION
 CC0481
 CC0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0481'3.2 MI E FROM ORLA.
 CC0481'ABOUT 3.2 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CC0481'CROSSING OF STATE HIGHWAY 652 AT ORLA, 130 1/2 FEET SOUTHWEST OF
 CC0481'MILEPOST 234, 94 FEET SOUTH OF THE SOUTH RAIL, 2 1/2 FEET WEST OF A
 CC0481'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT LOWER THAN THE LEVEL OF THE
 CC0481'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0307 ***********************************************************************
 BP0307  DESIGNATION -  G 1102
 BP0307  PID         -  BP0307
 BP0307  STATE/COUNTY-  TX/BREWSTER
 BP0307  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0307
 BP0307                         *CURRENT SURVEY CONTROL
 BP0307  ___________________________________________________________________
 BP0307* NAD 83(1986)-  30 08 57.     (N)    103 01 41.     (W)     SCALED    
 BP0307* NAVD 88     -      1189.859  (meters)    3903.73   (feet)  ADJUSTED  
 BP0307  ___________________________________________________________________
 BP0307  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BP0307  DYNAMIC HT  -        1187.934 (meters)    3897.41  (feet)  COMP
 BP0307  MODELED GRAV-     978,983.3   (mgal)                       NAVD 88
 BP0307
 BP0307  VERT ORDER  -  FIRST     CLASS II
 BP0307
 BP0307.The horizontal coordinates were scaled from a topographic map and have
 BP0307.an estimated accuracy of +/- 6 seconds.
 BP0307
 BP0307.The orthometric height was determined by differential leveling
 BP0307.and adjusted by the National Geodetic Survey in June 1991..
 BP0307
 BP0307.The geoid height was determined by GEOID03.
 BP0307
 BP0307.The dynamic height is computed by dividing the NAVD 88
 BP0307.geopotential number by the normal gravity value computed on the
 BP0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0307.degrees latitude (g = 980.6199 gals.).
 BP0307
 BP0307.The modeled gravity was interpolated from observed gravity values.
 BP0307
 BP0307;                    North         East    Units  Estimated Accuracy
 BP0307;SPC TXSC     - 4,263,350.      212,020.      MT  (+/- 180 meters Scaled)
 BP0307
 BP0307                          SUPERSEDED SURVEY CONTROL
 BP0307
 BP0307  NGVD 29 (??/??/92) 1189.496  (m)         3902.54   (f) ADJ UNCH    1 2
 BP0307
 BP0307.Superseded values are not recommended for survey control.
 BP0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0307.See file dsdata.txt to determine how the superseded data were derived.
 BP0307
 BP0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP899369(NAD 83)
 BP0307_MARKER: DB = BENCH MARK DISK
 BP0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0307_STAMPING: G 1102 1957
 BP0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0307+STABILITY: SURFACE MOTION
 BP0307
 BP0307  HISTORY     - Date     Condition        Report By
 BP0307  HISTORY     - 1957     MONUMENTED       CGS
 BP0307  HISTORY     - 1966     GOOD             NGS
 BP0307
 BP0307                          STATION DESCRIPTION
 BP0307
 BP0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0307'15.0 MI SE FROM MARATHON.
 BP0307'ABOUT 15.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0307'FROM THE STATION AT MARATHON, 32 FEET WEST OF MILEPOST 561, 52 FEET
 BP0307'SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET SOUTHWEST OF THE SOUTHWEST
 BP0307'RIGHT OF WAY FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 BP0307'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0307'CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0262 ***********************************************************************
 BP0262  DESIGNATION -  G 1103
 BP0262  PID         -  BP0262
 BP0262  STATE/COUNTY-  TX/BREWSTER
 BP0262  USGS QUAD   -  ALTUDA (1983)
 BP0262
 BP0262                         *CURRENT SURVEY CONTROL
 BP0262  ___________________________________________________________________
 BP0262* NAD 83(1986)-  30 20 59.     (N)    103 29 18.     (W)     SCALED    
 BP0262* NAVD 88     -      1389.799  (meters)    4559.70   (feet)  ADJUSTED  
 BP0262  ___________________________________________________________________
 BP0262  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 BP0262  DYNAMIC HT  -        1387.510 (meters)    4552.19  (feet)  COMP
 BP0262  MODELED GRAV-     978,945.8   (mgal)                       NAVD 88
 BP0262
 BP0262  VERT ORDER  -  FIRST     CLASS II
 BP0262
 BP0262.The horizontal coordinates were scaled from a topographic map and have
 BP0262.an estimated accuracy of +/- 6 seconds.
 BP0262
 BP0262.The orthometric height was determined by differential leveling
 BP0262.and adjusted by the National Geodetic Survey in June 1991..
 BP0262
 BP0262.The geoid height was determined by GEOID03.
 BP0262
 BP0262.The dynamic height is computed by dividing the NAVD 88
 BP0262.geopotential number by the normal gravity value computed on the
 BP0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0262.degrees latitude (g = 980.6199 gals.).
 BP0262
 BP0262.The modeled gravity was interpolated from observed gravity values.
 BP0262
 BP0262;                    North         East    Units  Estimated Accuracy
 BP0262;SPC TXSC     - 4,287,180.      168,560.      MT  (+/- 180 meters Scaled)
 BP0262
 BP0262                          SUPERSEDED SURVEY CONTROL
 BP0262
 BP0262  NGVD 29 (??/??/92) 1389.323  (m)         4558.14   (f) ADJ UNCH    1 2
 BP0262
 BP0262.Superseded values are not recommended for survey control.
 BP0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0262.See file dsdata.txt to determine how the superseded data were derived.
 BP0262
 BP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP452585(NAD 83)
 BP0262_MARKER: DB = BENCH MARK DISK
 BP0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0262_STAMPING: G 1103 1957
 BP0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0262+STABILITY: SURFACE MOTION
 BP0262
 BP0262  HISTORY     - Date     Condition        Report By
 BP0262  HISTORY     - 1957     MONUMENTED       CGS
 BP0262  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 BP0262
 BP0262                          STATION DESCRIPTION
 BP0262
 BP0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0262'12.1 MI NE FROM ALPINE.
 BP0262'ABOUT 12.1 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0262'FROM THE STATION AT ALPINE, 86 FEET NORTHEAST OF AND ACROSS THE TRACK
 BP0262'FROM THE 3RD POLE NORTHWEST OF MILEPOST 595, 36 FEET NORTHEAST OF THE
 BP0262'NORTHEAST RAIL, 152 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY
 BP0262'90, DIRECTLY IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET WEST OF A
 BP0262'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK,
 BP0262'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BP0262
 BP0262                          STATION RECOVERY (1967)
 BP0262
 BP0262'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 BP0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0114 ***********************************************************************
 BQ0114  DESIGNATION -  G 1104
 BQ0114  PID         -  BQ0114
 BQ0114  STATE/COUNTY-  TX/PRESIDIO
 BQ0114  USGS QUAD   -  MARFA (1983)
 BQ0114
 BQ0114                         *CURRENT SURVEY CONTROL
 BQ0114  ___________________________________________________________________
 BQ0114* NAD 83(1986)-  30 19 33.     (N)    104 05 10.     (W)     SCALED    
 BQ0114* NAVD 88     -      1461.486  (meters)    4794.89   (feet)  ADJUSTED  
 BQ0114  ___________________________________________________________________
 BQ0114  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BQ0114  DYNAMIC HT  -        1459.040 (meters)    4786.87  (feet)  COMP
 BQ0114  MODELED GRAV-     978,916.7   (mgal)                       NAVD 88
 BQ0114
 BQ0114  VERT ORDER  -  FIRST     CLASS II
 BQ0114
 BQ0114.The horizontal coordinates were scaled from a topographic map and have
 BQ0114.an estimated accuracy of +/- 6 seconds.
 BQ0114
 BQ0114.The orthometric height was determined by differential leveling
 BQ0114.and adjusted by the National Geodetic Survey in June 1991..
 BQ0114
 BQ0114.The geoid height was determined by GEOID03.
 BQ0114
 BQ0114.The dynamic height is computed by dividing the NAVD 88
 BQ0114.geopotential number by the normal gravity value computed on the
 BQ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0114.degrees latitude (g = 980.6199 gals.).
 BQ0114
 BQ0114.The modeled gravity was interpolated from observed gravity values.
 BQ0114
 BQ0114;                    North         East    Units  Estimated Accuracy
 BQ0114;SPC TXSC     - 4,286,880.      111,020.      MT  (+/- 180 meters Scaled)
 BQ0114
 BQ0114                          SUPERSEDED SURVEY CONTROL
 BQ0114
 BQ0114  NGVD 29 (??/??/92) 1460.883  (m)         4792.91   (f) ADJ UNCH    1 2
 BQ0114
 BQ0114.Superseded values are not recommended for survey control.
 BQ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0114.See file dsdata.txt to determine how the superseded data were derived.
 BQ0114
 BQ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP878552(NAD 83)
 BQ0114_MARKER: DB = BENCH MARK DISK
 BQ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0114_STAMPING: G 1104 1957
 BQ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0114+STABILITY: SURFACE MOTION
 BQ0114
 BQ0114  HISTORY     - Date     Condition        Report By
 BQ0114  HISTORY     - 1957     MONUMENTED       CGS
 BQ0114
 BQ0114                          STATION DESCRIPTION
 BQ0114
 BQ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0114'4.2 MI NW FROM MARFA.
 BQ0114'ABOUT 4.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0114'FROM THE STATION AT MARFA, 51 FEET SOUTH OF THE 3RD POLE EAST OF
 BQ0114'MILEPOST 637, 93 FEET SOUTH OF THE SOUTH RAIL, 4 FEET NORTH OF A
 BQ0114'FENCE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 BQ0114'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BQ0114'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0121 ***********************************************************************
 BP0121  DESIGNATION -  G 1105
 BP0121  PID         -  BP0121
 BP0121  STATE/COUNTY-  TX/BREWSTER
 BP0121  USGS QUAD   -  TESNUS SE (1968)
 BP0121
 BP0121                         *CURRENT SURVEY CONTROL
 BP0121  ___________________________________________________________________
 BP0121* NAD 83(1986)-  30 04 22.     (N)    102 51 00.     (W)     SCALED    
 BP0121* NAVD 88     -      1060.949  (meters)    3480.80   (feet)  ADJUSTED  
 BP0121  ___________________________________________________________________
 BP0121  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BP0121  DYNAMIC HT  -        1059.260 (meters)    3475.26  (feet)  COMP
 BP0121  MODELED GRAV-     979,013.8   (mgal)                       NAVD 88
 BP0121
 BP0121  VERT ORDER  -  FIRST     CLASS II
 BP0121
 BP0121.The horizontal coordinates were scaled from a topographic map and have
 BP0121.an estimated accuracy of +/- 6 seconds.
 BP0121
 BP0121.The orthometric height was determined by differential leveling
 BP0121.and adjusted by the National Geodetic Survey in June 1991..
 BP0121
 BP0121.The geoid height was determined by GEOID03.
 BP0121
 BP0121.The dynamic height is computed by dividing the NAVD 88
 BP0121.geopotential number by the normal gravity value computed on the
 BP0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0121.degrees latitude (g = 980.6199 gals.).
 BP0121
 BP0121.The modeled gravity was interpolated from observed gravity values.
 BP0121
 BP0121;                    North         East    Units  Estimated Accuracy
 BP0121;SPC TXSC     - 4,254,310.      228,890.      MT  (+/- 180 meters Scaled)
 BP0121
 BP0121                          SUPERSEDED SURVEY CONTROL
 BP0121
 BP0121  NGVD 29 (??/??/92) 1060.641  (m)         3479.79   (f) ADJ UNCH    1 2
 BP0121
 BP0121.Superseded values are not recommended for survey control.
 BP0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0121.See file dsdata.txt to determine how the superseded data were derived.
 BP0121
 BP0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP072287(NAD 83)
 BP0121_MARKER: DB = BENCH MARK DISK
 BP0121_SETTING: 66 = SET IN ROCK OUTCROP
 BP0121_SP_SET: ROCK OUTCROP
 BP0121_STAMPING: G 1105 1957
 BP0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0121+STABILITY: POSITION/ELEVATION WELL
 BP0121
 BP0121  HISTORY     - Date     Condition        Report By
 BP0121  HISTORY     - 1957     MONUMENTED       CGS
 BP0121  HISTORY     - 1966     GOOD             NGS
 BP0121
 BP0121                          STATION DESCRIPTION
 BP0121
 BP0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0121'14.85 MI SW FROM LONGFELLOW.
 BP0121'ABOUT 14.85 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0121'FROM THE SECTION FOREMANS HOUSE AT LONGFELLOW, 144 FEET WEST OF
 BP0121'MILEPOST 547, 70 FEET NORTHEAST OF THE FIRST POLE WEST OF MILEPOST
 BP0121'547, IN THE TOP OF A SMALL LIMESTONE ROCK OUTCROP WHICH PROJECTS 7
 BP0121'INCHES ON THE SOUTHEAST SIDE, 27 FEET SOUTH OF THE SOUTH RAIL, 21 FEET
 BP0121'NORTH OF A FENCE, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0046 ***********************************************************************
 BP0046  DESIGNATION -  G 1106
 BP0046  PID         -  BP0046
 BP0046  STATE/COUNTY-  TX/TERRELL
 BP0046  USGS QUAD   -  SANDERSON (1969)
 BP0046
 BP0046                         *CURRENT SURVEY CONTROL
 BP0046  ___________________________________________________________________
 BP0046* NAD 83(1986)-  30 08 15.     (N)    102 23 34.     (W)     SCALED    
 BP0046* NAVD 88     -       841.229  (meters)    2759.93   (feet)  ADJUSTED  
 BP0046  ___________________________________________________________________
 BP0046  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BP0046  DYNAMIC HT  -         839.936 (meters)    2755.69  (feet)  COMP
 BP0046  MODELED GRAV-     979,076.1   (mgal)                       NAVD 88
 BP0046
 BP0046  VERT ORDER  -  FIRST     CLASS II
 BP0046
 BP0046.The horizontal coordinates were scaled from a topographic map and have
 BP0046.an estimated accuracy of +/- 6 seconds.
 BP0046
 BP0046.The orthometric height was determined by differential leveling
 BP0046.and adjusted by the National Geodetic Survey in June 1991..
 BP0046
 BP0046.The geoid height was determined by GEOID03.
 BP0046
 BP0046.The dynamic height is computed by dividing the NAVD 88
 BP0046.geopotential number by the normal gravity value computed on the
 BP0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0046.degrees latitude (g = 980.6199 gals.).
 BP0046
 BP0046.The modeled gravity was interpolated from observed gravity values.
 BP0046
 BP0046;                    North         East    Units  Estimated Accuracy
 BP0046;SPC TXSC     - 4,260,110.      273,150.      MT  (+/- 180 meters Scaled)
 BP0046
 BP0046                          SUPERSEDED SURVEY CONTROL
 BP0046
 BP0046  NGVD 29 (??/??/92)  840.962  (m)         2759.06   (f) ADJ UNCH    1 2
 BP0046
 BP0046.Superseded values are not recommended for survey control.
 BP0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0046.See file dsdata.txt to determine how the superseded data were derived.
 BP0046
 BP0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP511368(NAD 83)
 BP0046_MARKER: DB = BENCH MARK DISK
 BP0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0046_SP_SET: ABUTMENT
 BP0046_STAMPING: G 1106 1957
 BP0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0046
 BP0046  HISTORY     - Date     Condition        Report By
 BP0046  HISTORY     - 1957     MONUMENTED       CGS
 BP0046  HISTORY     - 1968     GOOD             USGS
 BP0046  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0046
 BP0046                          STATION DESCRIPTION
 BP0046
 BP0046'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 BP0046'0.4 MI SE FROM SANDERSON.
 BP0046'ABOUT 0.4 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0046'THE STATION AT SANDERSON, IN TOP OF THE WEST CONCRETE ABUTMENT OF
 BP0046'TRESTLE NO. 506.47, 4 FEET SOUTH OF THE SOUTH RAIL OF THE NORTHERNMOST
 BP0046'TRACK AND 15 FEET NORTH OF THE NORTH RAIL OF THE SOUTHERNMOST TRACK.
 BP0046'ABOUT 10 INCHES BELOW THE LEVEL OF THE TOP OF TRACK.
 BP0046
 BP0046                          STATION RECOVERY (1981)
 BP0046
 BP0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0046'THIS MARK COULD BE UNDER A WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0082 ***********************************************************************
 BP0082  DESIGNATION -  G 1107
 BP0082  PID         -  BP0082
 BP0082  STATE/COUNTY-  TX/TERRELL
 BP0082  USGS QUAD   -  DRYDEN (1968)
 BP0082
 BP0082                         *CURRENT SURVEY CONTROL
 BP0082  ___________________________________________________________________
 BP0082* NAD 83(1986)-  30 02 58.     (N)    102 04 43.     (W)     SCALED    
 BP0082* NAVD 88     -       628.140  (meters)    2060.82   (feet)  ADJUSTED  
 BP0082  ___________________________________________________________________
 BP0082  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 BP0082  DYNAMIC HT  -         627.194 (meters)    2057.72  (feet)  COMP
 BP0082  MODELED GRAV-     979,117.3   (mgal)                       NAVD 88
 BP0082
 BP0082  VERT ORDER  -  FIRST     CLASS II
 BP0082
 BP0082.The horizontal coordinates were scaled from a topographic map and have
 BP0082.an estimated accuracy of +/- 6 seconds.
 BP0082
 BP0082.The orthometric height was determined by differential leveling
 BP0082.and adjusted by the National Geodetic Survey in June 1991..
 BP0082
 BP0082.The geoid height was determined by GEOID03.
 BP0082
 BP0082.The dynamic height is computed by dividing the NAVD 88
 BP0082.geopotential number by the normal gravity value computed on the
 BP0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0082.degrees latitude (g = 980.6199 gals.).
 BP0082
 BP0082.The modeled gravity was interpolated from observed gravity values.
 BP0082
 BP0082;                    North         East    Units  Estimated Accuracy
 BP0082;SPC TXSC     - 4,249,520.      303,160.      MT  (+/- 180 meters Scaled)
 BP0082
 BP0082                          SUPERSEDED SURVEY CONTROL
 BP0082
 BP0082  NGVD 29 (??/??/92)  627.948  (m)         2060.19   (f) ADJ UNCH    1 2
 BP0082
 BP0082.Superseded values are not recommended for survey control.
 BP0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0082.See file dsdata.txt to determine how the superseded data were derived.
 BP0082
 BP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP816278(NAD 83)
 BP0082_MARKER: DB = BENCH MARK DISK
 BP0082_SETTING: 66 = SET IN ROCK OUTCROP
 BP0082_SP_SET: ROCK OUTCROP
 BP0082_STAMPING: G 1107 1957
 BP0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0082+STABILITY: POSITION/ELEVATION WELL
 BP0082
 BP0082  HISTORY     - Date     Condition        Report By
 BP0082  HISTORY     - 1957     MONUMENTED       CGS
 BP0082  HISTORY     - 1958     GOOD             NGS
 BP0082
 BP0082                          STATION DESCRIPTION
 BP0082
 BP0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0082'2.15 MI E FROM DRYDEN.
 BP0082'ABOUT 2.15 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0082'THE STATION AT DRYDEN, 151 FEET SOUTH OF MILEPOST 483, IN THE TOP OF A
 BP0082'ROCK OUTCROP PROJECTING 10 INCHES ON THE NORTHWEST SIDE AND OTHERWISE
 BP0082'FLUSH WITH THE GROUND, 123 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 132
 BP0082'FEET NORTHEAST OF THE CENTER LINE OF A RAVINE, 28 FEET SOUTHEAST OF
 BP0082'THE SOUTHEAST RIGHT OF WAY FENCE, AND ABOUT 6 FEET BELOW THE LEVEL OF
 BP0082'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0595 ***********************************************************************
 CD0595  DESIGNATION -  G 1108
 CD0595  PID         -  CD0595
 CD0595  STATE/COUNTY-  TX/HUDSPETH
 CD0595  USGS QUAD   -  ALLAMOORE (1964)
 CD0595
 CD0595                         *CURRENT SURVEY CONTROL
 CD0595  ___________________________________________________________________
 CD0595* NAD 83(1986)-  31 02 35.     (N)    105 04 38.     (W)     SCALED    
 CD0595* NAVD 88     -      1325.287  (meters)    4348.05   (feet)  ADJUSTED  
 CD0595  ___________________________________________________________________
 CD0595  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CD0595  DYNAMIC HT  -        1323.165 (meters)    4341.08  (feet)  COMP
 CD0595  MODELED GRAV-     978,994.1   (mgal)                       NAVD 88
 CD0595
 CD0595  VERT ORDER  -  FIRST     CLASS II
 CD0595
 CD0595.The horizontal coordinates were scaled from a topographic map and have
 CD0595.an estimated accuracy of +/- 6 seconds.
 CD0595
 CD0595.The orthometric height was determined by differential leveling
 CD0595.and adjusted by the National Geodetic Survey in June 1991..
 CD0595
 CD0595.The geoid height was determined by GEOID03.
 CD0595
 CD0595.The dynamic height is computed by dividing the NAVD 88
 CD0595.geopotential number by the normal gravity value computed on the
 CD0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0595.degrees latitude (g = 980.6199 gals.).
 CD0595
 CD0595.The modeled gravity was interpolated from observed gravity values.
 CD0595
 CD0595;                    North         East    Units  Estimated Accuracy
 CD0595;SPC TX C     - 3,162,230.      247,330.      MT  (+/- 180 meters Scaled)
 CD0595
 CD0595                          SUPERSEDED SURVEY CONTROL
 CD0595
 CD0595  NGVD 29 (??/??/92) 1324.719  (m)         4346.18   (f) ADJ UNCH    1 2
 CD0595
 CD0595.Superseded values are not recommended for survey control.
 CD0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0595.See file dsdata.txt to determine how the superseded data were derived.
 CD0595
 CD0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ926343(NAD 83)
 CD0595_MARKER: DB = BENCH MARK DISK
 CD0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0595_STAMPING: G 1108 1957
 CD0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0595+STABILITY: SURFACE MOTION
 CD0595
 CD0595  HISTORY     - Date     Condition        Report By
 CD0595  HISTORY     - 1957     MONUMENTED       CGS
 CD0595
 CD0595                          STATION DESCRIPTION
 CD0595
 CD0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0595'4.3 MI NW FROM HOT WELLS.
 CD0595'ABOUT 4.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0595'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 150 FEET NORTH-NORTHEAST
 CD0595'OF AND ACROSS THE TRACK FROM MILEPOST 718, 95 FEET NORTH-NORTHEAST OF
 CD0595'THE NEAR RAIL, 45 FEET EAST OF THE EAST END OF A LARGE SLAB OF
 CD0595'CONCRETE, 2 FEET SOUTHWEST OF A FENCE, 3 FEET EAST OF A WHITE WOODEN
 CD0595'WITNESS POST, ABOUT 2 FEET LOWER THAN THE LEVEL OF THE TRACK, AND IN
 CD0595'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0243 ***********************************************************************
 BQ0243  DESIGNATION -  G 1109
 BQ0243  PID         -  BQ0243
 BQ0243  STATE/COUNTY-  TX/CULBERSON
 BQ0243  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0243
 BQ0243                         *CURRENT SURVEY CONTROL
 BQ0243  ___________________________________________________________________
 BQ0243* NAD 83(1986)-  30 54 33.     (N)    104 47 26.     (W)     SCALED    
 BQ0243* NAVD 88     -      1207.160  (meters)    3960.49   (feet)  ADJUSTED  
 BQ0243  ___________________________________________________________________
 BQ0243  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BQ0243  DYNAMIC HT  -        1205.240 (meters)    3954.19  (feet)  COMP
 BQ0243  MODELED GRAV-     979,008.6   (mgal)                       NAVD 88
 BQ0243
 BQ0243  VERT ORDER  -  FIRST     CLASS II
 BQ0243
 BQ0243.The horizontal coordinates were scaled from a topographic map and have
 BQ0243.an estimated accuracy of +/- 6 seconds.
 BQ0243
 BQ0243.The orthometric height was determined by differential leveling
 BQ0243.and adjusted by the National Geodetic Survey in June 1991..
 BQ0243
 BQ0243.The geoid height was determined by GEOID03.
 BQ0243
 BQ0243.The dynamic height is computed by dividing the NAVD 88
 BQ0243.geopotential number by the normal gravity value computed on the
 BQ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0243.degrees latitude (g = 980.6199 gals.).
 BQ0243
 BQ0243.The modeled gravity was interpolated from observed gravity values.
 BQ0243
 BQ0243;                    North         East    Units  Estimated Accuracy
 BQ0243;SPC TX C     - 3,146,270.      274,080.      MT  (+/- 180 meters Scaled)
 BQ0243
 BQ0243                          SUPERSEDED SURVEY CONTROL
 BQ0243
 BQ0243  NGVD 29 (??/??/92) 1206.635  (m)         3958.77   (f) ADJ UNCH    1 2
 BQ0243
 BQ0243.Superseded values are not recommended for survey control.
 BQ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0243.See file dsdata.txt to determine how the superseded data were derived.
 BQ0243
 BQ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ200195(NAD 83)
 BQ0243_MARKER: DB = BENCH MARK DISK
 BQ0243_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0243_SP_SET: 32 FEET
 BQ0243_STAMPING: G 1109 1957
 BQ0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0243
 BQ0243  HISTORY     - Date     Condition        Report By
 BQ0243  HISTORY     - 1957     MONUMENTED       CGS
 BQ0243
 BQ0243                          STATION DESCRIPTION
 BQ0243
 BQ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0243'1.4 MI NW FROM LOBO.
 BQ0243'ABOUT 1.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0243'FROM THE COUNTY ROAD CROSSING AT LOBO, 99 FEET NORTHEAST OF AND ACROSS
 BQ0243'THE TRACK FROM MILEPOST 697, 54 FEET NORTHEAST OF THE NORTHEAST RAIL,
 BQ0243'6 FEET NORTHEAST OF A FENCE, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 BQ0243'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND ON THE
 BQ0243'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 32
 BQ0243'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0007 ***********************************************************************
 BQ0007  DESIGNATION -  G 1110
 BQ0007  PID         -  BQ0007
 BQ0007  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0007  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0007
 BQ0007                         *CURRENT SURVEY CONTROL
 BQ0007  ___________________________________________________________________
 BQ0007* NAD 83(1986)-  30 33 46.     (N)    104 27 58.     (W)     SCALED    
 BQ0007* NAVD 88     -      1364.756  (meters)    4477.54   (feet)  ADJUSTED  
 BQ0007  ___________________________________________________________________
 BQ0007  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BQ0007  DYNAMIC HT  -        1362.498 (meters)    4470.13  (feet)  COMP
 BQ0007  MODELED GRAV-     978,939.1   (mgal)                       NAVD 88
 BQ0007
 BQ0007  VERT ORDER  -  FIRST     CLASS II
 BQ0007
 BQ0007.The horizontal coordinates were scaled from a topographic map and have
 BQ0007.an estimated accuracy of +/- 6 seconds.
 BQ0007
 BQ0007.The orthometric height was determined by differential leveling
 BQ0007.and adjusted by the National Geodetic Survey in June 1991..
 BQ0007
 BQ0007.The geoid height was determined by GEOID03.
 BQ0007
 BQ0007.The dynamic height is computed by dividing the NAVD 88
 BQ0007.geopotential number by the normal gravity value computed on the
 BQ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0007.degrees latitude (g = 980.6199 gals.).
 BQ0007
 BQ0007.The modeled gravity was interpolated from observed gravity values.
 BQ0007
 BQ0007;                    North         East    Units  Estimated Accuracy
 BQ0007;SPC TX C     - 3,106,700.      303,640.      MT  (+/- 180 meters Scaled)
 BQ0007
 BQ0007                          SUPERSEDED SURVEY CONTROL
 BQ0007
 BQ0007  NGVD 29 (??/??/92) 1364.159  (m)         4475.58   (f) ADJ UNCH    1 2
 BQ0007
 BQ0007.Superseded values are not recommended for survey control.
 BQ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0007.See file dsdata.txt to determine how the superseded data were derived.
 BQ0007
 BQ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP512812(NAD 83)
 BQ0007_MARKER: DB = BENCH MARK DISK
 BQ0007_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0007_SP_SET: 15 1/2 FEET
 BQ0007_STAMPING: G 1110 1957
 BQ0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0007
 BQ0007  HISTORY     - Date     Condition        Report By
 BQ0007  HISTORY     - 1957     MONUMENTED       CGS
 BQ0007  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0007  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0007
 BQ0007                          STATION DESCRIPTION
 BQ0007
 BQ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0007'2.3 MI SE FROM VALENTINE.
 BQ0007'ABOUT 2.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0007'FROM THE STATION AT VALENTINE, 8 FEET SOUTHWEST OF THE 15TH POLE
 BQ0007'NORTHWEST OF MILEPOST 665, 50 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 BQ0007'RAIL, 4 1/2 RAILS SOUTHEAST OF A WOODEN TRESTLE, 107 FEET NORTHEAST OF
 BQ0007'THE CENTER LINE OF U.S. HIGHWAY 90, 3 FEET NORTHWEST OF A WHITE WOODEN
 BQ0007'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 BQ0007'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 15
 BQ0007'1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
 BQ0007
 BQ0007                          STATION RECOVERY (1981)
 BQ0007
 BQ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0007'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 BQ0007
 BQ0007                          STATION RECOVERY (1996)
 BQ0007
 BQ0007'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0276 ***********************************************************************
 AZ0276  DESIGNATION -  G 1112
 AZ0276  PID         -  AZ0276
 AZ0276  STATE/COUNTY-  TX/VAL VERDE
 AZ0276  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0276
 AZ0276                         *CURRENT SURVEY CONTROL
 AZ0276  ___________________________________________________________________
 AZ0276* NAD 83(1986)-  29 31 01.     (N)    101 02 44.     (W)     SCALED    
 AZ0276* NAVD 88     -       335.562  (meters)    1100.92   (feet)  POSTED    
 AZ0276  ___________________________________________________________________
 AZ0276  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0276  DYNAMIC HT  -         335.070 (meters)    1099.31  (feet)  COMP
 AZ0276  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 AZ0276
 AZ0276  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0276
 AZ0276.The horizontal coordinates were scaled from a topographic map and have
 AZ0276.an estimated accuracy of +/- 6 seconds.
 AZ0276
 AZ0276.The orthometric height was determined by differential leveling
 AZ0276.and adjusted by the National Geodetic Survey in 1992..
 AZ0276.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0276.rate of 0.0 thru 1.0 mm/km.
 AZ0276
 AZ0276.The geoid height was determined by GEOID03.
 AZ0276
 AZ0276.The dynamic height is computed by dividing the NAVD 88
 AZ0276.geopotential number by the normal gravity value computed on the
 AZ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0276.degrees latitude (g = 980.6199 gals.).
 AZ0276
 AZ0276.The modeled gravity was interpolated from observed gravity values.
 AZ0276
 AZ0276;                    North         East    Units  Estimated Accuracy
 AZ0276;SPC TXSC     - 4,188,320.      401,720.      MT  (+/- 180 meters Scaled)
 AZ0276
 AZ0276                          SUPERSEDED SURVEY CONTROL
 AZ0276
 AZ0276  NGVD 29 (??/??/92)  335.486  (m)         1100.67   (f) ADJ UNCH    1 2
 AZ0276
 AZ0276.Superseded values are not recommended for survey control.
 AZ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0276.See file dsdata.txt to determine how the superseded data were derived.
 AZ0276
 AZ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT017670(NAD 83)
 AZ0276_MARKER: DB = BENCH MARK DISK
 AZ0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0276_SP_SET: CULVERT
 AZ0276_STAMPING: G 1112 1957
 AZ0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0276
 AZ0276  HISTORY     - Date     Condition        Report By
 AZ0276  HISTORY     - 1957     MONUMENTED       CGS
 AZ0276  HISTORY     - 1958     GOOD             NGS
 AZ0276  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0276
 AZ0276                          STATION DESCRIPTION
 AZ0276
 AZ0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0276'15.6 MI SE FROM COMSTOCK.
 AZ0276'ABOUT 15.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0276'FROM THE STATION AT COMSTOCK, 11 1/2 POLES NORTHWEST OF MILEPOST 397,
 AZ0276'IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF
 AZ0276'A TWIN CHANNEL CULVERT, 16 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 AZ0276'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- AREA UNDER WATER.
 AZ0276
 AZ0276                          STATION RECOVERY (1972)
 AZ0276
 AZ0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0335 ***********************************************************************
 AZ0335  DESIGNATION -  G 1113
 AZ0335  PID         -  AZ0335
 AZ0335  STATE/COUNTY-  TX/TERRELL
 AZ0335  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0335
 AZ0335                         *CURRENT SURVEY CONTROL
 AZ0335  ___________________________________________________________________
 AZ0335* NAD 83(1986)-  29 58 06.     (N)    101 47 24.     (W)     SCALED    
 AZ0335* NAVD 88     -       514.168  (meters)    1686.90   (feet)  ADJUSTED  
 AZ0335  ___________________________________________________________________
 AZ0335  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AZ0335  DYNAMIC HT  -         513.408 (meters)    1684.41  (feet)  COMP
 AZ0335  MODELED GRAV-     979,149.0   (mgal)                       NAVD 88
 AZ0335
 AZ0335  VERT ORDER  -  FIRST     CLASS II
 AZ0335
 AZ0335.The horizontal coordinates were scaled from a topographic map and have
 AZ0335.an estimated accuracy of +/- 6 seconds.
 AZ0335
 AZ0335.The orthometric height was determined by differential leveling
 AZ0335.and adjusted by the National Geodetic Survey in June 1991..
 AZ0335
 AZ0335.The geoid height was determined by GEOID03.
 AZ0335
 AZ0335.The dynamic height is computed by dividing the NAVD 88
 AZ0335.geopotential number by the normal gravity value computed on the
 AZ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0335.degrees latitude (g = 980.6199 gals.).
 AZ0335
 AZ0335.The modeled gravity was interpolated from observed gravity values.
 AZ0335
 AZ0335;                    North         East    Units  Estimated Accuracy
 AZ0335;SPC TXSC     - 4,239,830.      330,760.      MT  (+/- 180 meters Scaled)
 AZ0335
 AZ0335                          SUPERSEDED SURVEY CONTROL
 AZ0335
 AZ0335  NGVD 29 (??/??/92)  514.023  (m)         1686.42   (f) ADJ UNCH    1 2
 AZ0335
 AZ0335.Superseded values are not recommended for survey control.
 AZ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0335.See file dsdata.txt to determine how the superseded data were derived.
 AZ0335
 AZ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU307185(NAD 83)
 AZ0335_MARKER: DB = BENCH MARK DISK
 AZ0335_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0335_SP_SET: OUTCROP
 AZ0335_STAMPING: G 1113 1957
 AZ0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0335+STABILITY: POSITION/ELEVATION WELL
 AZ0335
 AZ0335  HISTORY     - Date     Condition        Report By
 AZ0335  HISTORY     - 1957     MONUMENTED       CGS
 AZ0335  HISTORY     - 1958     GOOD             NGS
 AZ0335
 AZ0335                          STATION DESCRIPTION
 AZ0335
 AZ0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0335'18.15 MI NW FROM LANGTRY.
 AZ0335'ABOUT 18.15 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0335'FROM THE STATION AT LANGTRY, 117 FEET NORTHWEST OF MILEPOST 461, IN
 AZ0335'THE TOP OF A ROCK LEDGE OUTCROP, 18 1/2 FEET SOUTH OF THE SOUTH RAIL,
 AZ0335'AT THE WEST END OF A LONG ROCKY CUT, 81 FEET NORTH OF THE SOUTH RIGHT
 AZ0335'OF WAY FENCE, 15 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AZ0335'FOUNDATION OF A SEMAPHORE NUMBER 461.0, AND ABOUT 1 1/2 FEET ABOVE THE
 AZ0335'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0423 ***********************************************************************
 BP0423  DESIGNATION -  G 1114
 BP0423  PID         -  BP0423
 BP0423  STATE/COUNTY-  TX/BREWSTER
 BP0423  USGS QUAD   -  ALPINE NORTH (1972)
 BP0423
 BP0423                         *CURRENT SURVEY CONTROL
 BP0423  ___________________________________________________________________
 BP0423* NAD 83(1986)-  30 25 32.     (N)    103 41 51.     (W)     SCALED    
 BP0423* NAVD 88     -      1340.438  (meters)    4397.75   (feet)  ADJUSTED  
 BP0423  ___________________________________________________________________
 BP0423  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 BP0423  DYNAMIC HT  -        1338.286 (meters)    4390.69  (feet)  COMP
 BP0423  MODELED GRAV-     978,988.4   (mgal)                       NAVD 88
 BP0423  OBS GRAVITY -     978,990.5   (mgal)                       GRAV_OBS
 BP0423
 BP0423  VERT ORDER  -  FIRST     CLASS I
 BP0423
 BP0423.The horizontal coordinates were scaled from a topographic map and have
 BP0423.an estimated accuracy of +/- 6 seconds.
 BP0423
 BP0423.The orthometric height was determined by differential leveling
 BP0423.and adjusted by the National Geodetic Survey in June 1991..
 BP0423
 BP0423.The geoid height was determined by GEOID03.
 BP0423
 BP0423.The dynamic height is computed by dividing the NAVD 88
 BP0423.geopotential number by the normal gravity value computed on the
 BP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0423.degrees latitude (g = 980.6199 gals.).
 BP0423
 BP0423.The modeled gravity was interpolated from observed gravity values.
 BP0423.The observed gravity was obtained from relative gravimeter ties
 BP0423.to the IGSN71 gravity network.
 BP0423
 BP0423;                    North         East    Units  Estimated Accuracy
 BP0423;SPC TXSC     - 4,296,370.      148,800.      MT  (+/- 180 meters Scaled)
 BP0423
 BP0423                          SUPERSEDED SURVEY CONTROL
 BP0423
 BP0423  NGVD 29 (??/??/92) 1339.986  (m)         4396.27   (f) ADJ UNCH    1 1
 BP0423
 BP0423.Superseded values are not recommended for survey control.
 BP0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0423.See file dsdata.txt to determine how the superseded data were derived.
 BP0423
 BP0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP250666(NAD 83)
 BP0423_MARKER: DB = BENCH MARK DISK
 BP0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0423_STAMPING: G 1114 1958
 BP0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0423+STABILITY: SURFACE MOTION
 BP0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0423+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 BP0423
 BP0423  HISTORY     - Date     Condition        Report By
 BP0423  HISTORY     - 1958     MONUMENTED       CGS
 BP0423  HISTORY     - 1977     GOOD             NGS
 BP0423  HISTORY     - 1981     GOOD             NGS
 BP0423  HISTORY     - 1988     GOOD             USPSQD
 BP0423  HISTORY     - 1989     GOOD             USPSQD
 BP0423  HISTORY     - 19961007 GOOD             USPSQD
 BP0423  HISTORY     - 20030419 GOOD             USPSQD
 BP0423
 BP0423                          STATION DESCRIPTION
 BP0423
 BP0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0423'5.2 MI NW FROM ALPINE.
 BP0423'ABOUT 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0423'NEW ORLEANS RAILROAD STATION AT ALPINE, 0.1 MILE SOUTHEAST OF A LARGE
 BP0423'CULVERT CONSISTING OF NINE 24-INCH TUBES, 58 FEET NORTHEAST OF THE
 BP0423'CENTER LINE OF THE HIGHWAY, 81 1/2 FEET SOUTHEAST OF THE CENTER OF A
 BP0423'WOODEN GATE, 54 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET
 BP0423'SOUTHWEST OF A WOVEN WIRE FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 BP0423'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BP0423
 BP0423                          STATION RECOVERY (1977)
 BP0423
 BP0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0423'RECOVERED IN GOOD CONDITION.
 BP0423
 BP0423                          STATION RECOVERY (1981)
 BP0423
 BP0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0423'ADD 0.3 KM (1.0 FT) NW OF A METAL WITNESS POST.
 BP0423
 BP0423                          STATION RECOVERY (1988)
 BP0423
 BP0423'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0423'RECOVERED IN GOOD CONDITION.
 BP0423
 BP0423                          STATION RECOVERY (1989)
 BP0423
 BP0423'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0423'RECOVERED IN GOOD CONDITION.
 BP0423
 BP0423                          STATION RECOVERY (1996)
 BP0423
 BP0423'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0423'RECOVERED IN GOOD CONDITION.
 BP0423
 BP0423                          STATION RECOVERY (2003)
 BP0423
 BP0423'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BP0423'3' SW OF RIGHT OF WAY FENCE. 75' SE OF METAL GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0473 ***********************************************************************
 BP0473  DESIGNATION -  G 1115
 BP0473  PID         -  BP0473
 BP0473  STATE/COUNTY-  TX/JEFF DAVIS
 BP0473  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0473
 BP0473                         *CURRENT SURVEY CONTROL
 BP0473  ___________________________________________________________________
 BP0473* NAD 83(1986)-  30 45 00.     (N)    103 46 00.     (W)     SCALED    
 BP0473* NAVD 88     -      1297.870  (meters)    4258.10   (feet)  POSTED    
 BP0473  ___________________________________________________________________
 BP0473  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 BP0473  DYNAMIC HT  -        1295.810 (meters)    4251.34  (feet)  COMP
 BP0473  MODELED GRAV-     979,012.0   (mgal)                       NAVD 88
 BP0473
 BP0473  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0473
 BP0473.The horizontal coordinates were scaled from a topographic map and have
 BP0473.an estimated accuracy of +/- 6 seconds.
 BP0473
 BP0473.The orthometric height was determined by differential leveling
 BP0473.and adjusted by the National Geodetic Survey in 1992..
 BP0473.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0473.rate of 2.1 thru 3.0 mm/km.
 BP0473
 BP0473.The geoid height was determined by GEOID03.
 BP0473
 BP0473.The dynamic height is computed by dividing the NAVD 88
 BP0473.geopotential number by the normal gravity value computed on the
 BP0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0473.degrees latitude (g = 980.6199 gals.).
 BP0473
 BP0473.The modeled gravity was interpolated from observed gravity values.
 BP0473
 BP0473;                    North         East    Units  Estimated Accuracy
 BP0473;SPC TX C     - 3,125,170.      371,340.      MT  (+/- 180 meters Scaled)
 BP0473
 BP0473                          SUPERSEDED SURVEY CONTROL
 BP0473
 BP0473  NGVD 29 (??/??/92) 1297.427  (m)         4256.64   (f) ADJ UNCH    2 0
 BP0473
 BP0473.Superseded values are not recommended for survey control.
 BP0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0473.See file dsdata.txt to determine how the superseded data were derived.
 BP0473
 BP0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ180025(NAD 83)
 BP0473_MARKER: DB = BENCH MARK DISK
 BP0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0473_STAMPING: G 1115 1958
 BP0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0473+STABILITY: SURFACE MOTION
 BP0473
 BP0473  HISTORY     - Date     Condition        Report By
 BP0473  HISTORY     - 1958     MONUMENTED       CGS
 BP0473  HISTORY     - 1989     GOOD             USPSQD
 BP0473  HISTORY     - 19961011 GOOD             USPSQD
 BP0473  HISTORY     - 20030323 GOOD             USPSQD
 BP0473
 BP0473                          STATION DESCRIPTION
 BP0473
 BP0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0473'16.05 MI NE FROM FORT DAVIS.
 BP0473'ABOUT 16.05 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE COUNTY
 BP0473'COURTHOUSE AT FORT DAVIS, 59 1/2 FEET EAST OF THE CENTER LINE OF THE
 BP0473'HIGHWAY, ON THE CREST OF A SLIGHT RISE, 1 FOOT WEST OF A FENCE, 2 FEET
 BP0473'NORTH OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE POST
 BP0473'PROJECTING 8 INCHES, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- ABOUT
 BP0473'16.05 MILES SOUTH FROM THE POST OFFICE AT TOYAHVALE.
 BP0473
 BP0473                          STATION RECOVERY (1989)
 BP0473
 BP0473'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0473'RECOVERED IN GOOD CONDITION.
 BP0473
 BP0473                          STATION RECOVERY (1996)
 BP0473
 BP0473'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0473'RECOVERED IN GOOD CONDITION.
 BP0473
 BP0473                          STATION RECOVERY (2003)
 BP0473
 BP0473'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0426 ***********************************************************************
 CC0426  DESIGNATION -  G 1116
 CC0426  PID         -  CC0426
 CC0426  STATE/COUNTY-  TX/REEVES
 CC0426  USGS QUAD   -  VERHALEN NORTH (1971)
 CC0426
 CC0426                         *CURRENT SURVEY CONTROL
 CC0426  ___________________________________________________________________
 CC0426* NAD 83(1986)-  31 09 22.     (N)    103 35 11.     (W)     SCALED    
 CC0426* NAVD 88     -       840.619  (meters)    2757.93   (feet)  POSTED    
 CC0426  ___________________________________________________________________
 CC0426  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CC0426  DYNAMIC HT  -         839.380 (meters)    2753.87  (feet)  COMP
 CC0426  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 CC0426
 CC0426  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CC0426
 CC0426.The horizontal coordinates were scaled from a topographic map and have
 CC0426.an estimated accuracy of +/- 6 seconds.
 CC0426
 CC0426.The orthometric height was determined by differential leveling
 CC0426.and adjusted by the National Geodetic Survey in 1992..
 CC0426.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CC0426.rate of 4.1 thru 8.0 mm/km.
 CC0426
 CC0426.The geoid height was determined by GEOID03.
 CC0426
 CC0426.The dynamic height is computed by dividing the NAVD 88
 CC0426.geopotential number by the normal gravity value computed on the
 CC0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0426.degrees latitude (g = 980.6199 gals.).
 CC0426
 CC0426.The modeled gravity was interpolated from observed gravity values.
 CC0426
 CC0426;                    North         East    Units  Estimated Accuracy
 CC0426;SPC TX C     - 3,169,650.      389,910.      MT  (+/- 180 meters Scaled)
 CC0426
 CC0426                          SUPERSEDED SURVEY CONTROL
 CC0426
 CC0426  NGVD 29 (??/??/92)  840.437  (m)         2757.33   (f) ADJ UNCH    2 0
 CC0426
 CC0426.Superseded values are not recommended for survey control.
 CC0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0426.See file dsdata.txt to determine how the superseded data were derived.
 CC0426
 CC0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ347477(NAD 83)
 CC0426_MARKER: DB = BENCH MARK DISK
 CC0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0426_STAMPING: G 1116 1958
 CC0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0426+STABILITY: SURFACE MOTION
 CC0426
 CC0426  HISTORY     - Date     Condition        Report By
 CC0426  HISTORY     - 1958     MONUMENTED       CGS
 CC0426
 CC0426                          STATION DESCRIPTION
 CC0426
 CC0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CC0426'9.35 MI NE FROM SARAGOSA.
 CC0426'ABOUT 9.35 MILES NORTHEAST ALONG THE PECOS VALLEY SOUTHERN RAILWAY
 CC0426'FROM THE STATION AT SARAGOSA, 22 FEET SOUTH OF MILEPOST 20, 45 1/2
 CC0426'FEET EAST OF THE EAST RAIL, 52 FEET WEST OF THE CENTER LINE OF STATE
 CC0426'HIGHWAY 17, 0.15 MILE SOUTH OF A ROAD CROSSING, IN LINE WITH A ROW OF
 CC0426'TELEPHONE POLES, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, IN THE
 CC0426'TOP OF A CONCRETE POST PROJECTING 7 INCHES, AND ABOUT 1 FOOT BELOW THE
 CC0426'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0418 ***********************************************************************
 CD0418  DESIGNATION -  G 1117
 CD0418  PID         -  CD0418
 CD0418  STATE/COUNTY-  TX/HUDSPETH
 CD0418  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0418
 CD0418                         *CURRENT SURVEY CONTROL
 CD0418  ___________________________________________________________________
 CD0418* NAD 83(1986)-  31 44 47.     (N)    105 11 05.     (W)     SCALED    
 CD0418* NAVD 88     -      1203.180  (meters)    3947.43   (feet)  ADJUSTED  
 CD0418  ___________________________________________________________________
 CD0418  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CD0418  DYNAMIC HT  -        1201.392 (meters)    3941.57  (feet)  COMP
 CD0418  MODELED GRAV-     979,111.4   (mgal)                       NAVD 88
 CD0418
 CD0418  VERT ORDER  -  FIRST     CLASS I
 CD0418
 CD0418.The horizontal coordinates were scaled from a topographic map and have
 CD0418.an estimated accuracy of +/- 6 seconds.
 CD0418
 CD0418.The orthometric height was determined by differential leveling
 CD0418.and adjusted by the National Geodetic Survey in June 1991..
 CD0418
 CD0418.The geoid height was determined by GEOID03.
 CD0418
 CD0418.The dynamic height is computed by dividing the NAVD 88
 CD0418.geopotential number by the normal gravity value computed on the
 CD0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0418.degrees latitude (g = 980.6199 gals.).
 CD0418
 CD0418.The modeled gravity was interpolated from observed gravity values.
 CD0418
 CD0418;                    North         East    Units  Estimated Accuracy
 CD0418;SPC TX C     - 3,240,580.      240,480.      MT  (+/- 180 meters Scaled)
 CD0418
 CD0418                          SUPERSEDED SURVEY CONTROL
 CD0418
 CD0418  NGVD 29 (??/??/92) 1202.668  (m)         3945.75   (f) ADJ UNCH    1 1
 CD0418
 CD0418.Superseded values are not recommended for survey control.
 CD0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0418.See file dsdata.txt to determine how the superseded data were derived.
 CD0418
 CD0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR825123(NAD 83)
 CD0418_MARKER: DB = BENCH MARK DISK
 CD0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0418_SP_SET: CULVERTS
 CD0418_STAMPING: G 1117 1958
 CD0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0418
 CD0418  HISTORY     - Date     Condition        Report By
 CD0418  HISTORY     - 1958     MONUMENTED       CGS
 CD0418  HISTORY     - 1977     GOOD             NGS
 CD0418
 CD0418                          STATION DESCRIPTION
 CD0418
 CD0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0418'73.15 MI E FROM EL PASO.
 CD0418'ABOUT 73.15 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0418'JUNCTION OF LOOP 16 AT EL PASO, 346 FEET SOUTH OF THE CENTER LINE OF
 CD0418'THE HIGHWAY, IN THE TOP OF A LIMESTONE ROCK LEDGE AND SURROUNDED BY
 CD0418'LOOSE ROCK PAINTED WHITE, ABOUT 0.95 MILE EAST OF THE JUNCTION OF FARM
 CD0418'ROAD 1437, 332 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF THE EAST ONE
 CD0418'OF THREE 30-INCH STEEL TUBE CULVERTS, 265 FEET SOUTH OF A FENCE, 191
 CD0418'FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE, AND ABOUT LEVEL WITH THE
 CD0418'HIGHWAY.
 CD0418
 CD0418                          STATION RECOVERY (1977)
 CD0418
 CD0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0418'29.85 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0418'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 0.95 MILE EAST OF THE
 CD0418'JUNCTION OF FARM ROAD 1437, IN TOP OF A LIMESTONE ROCK LEDGE AND
 CD0418'HALF SURROUNDED BY LOOSE WHITE PAINTED ROCKS, 346 FT. SOUTH OF THE
 CD0418'CENTER LINE OF THE HIGHWAY, 332 FT. SOUTH-SOUTHEAST OF THE SOUTH
 CD0418'END OF THE EAST ONE OF THREE 30-INCH CORRUGATED STEEL PIPE
 CD0418'CULVERTS UNDER THE HIGHWAY, 265 FT. SOUTH OF THE RIGHT OF WAY FENCE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0135 ***********************************************************************
 CE0135  DESIGNATION -  G 1118
 CE0135  PID         -  CE0135
 CE0135  STATE/COUNTY-  TX/EL PASO
 CE0135  USGS QUAD   -  FORT BLISS SE (1994)
 CE0135
 CE0135                         *CURRENT SURVEY CONTROL
 CE0135  ___________________________________________________________________
 CE0135* NAD 83(1986)-  31 47 40.     (N)    106 21 23.     (W)     SCALED    
 CE0135* NAVD 88     -      1203.171  (meters)    3947.40   (feet)  ADJUSTED  
 CE0135  ___________________________________________________________________
 CE0135  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0135  DYNAMIC HT  -        1201.325 (meters)    3941.35  (feet)  COMP
 CE0135  MODELED GRAV-     979,064.1   (mgal)                       NAVD 88
 CE0135
 CE0135  VERT ORDER  -  FIRST     CLASS I
 CE0135
 CE0135.The horizontal coordinates were scaled from a topographic map and have
 CE0135.an estimated accuracy of +/- 6 seconds.
 CE0135
 CE0135.The orthometric height was determined by differential leveling
 CE0135.and adjusted by the National Geodetic Survey in November 1996..
 CE0135
 CE0135.The geoid height was determined by GEOID03.
 CE0135
 CE0135.The dynamic height is computed by dividing the NAVD 88
 CE0135.geopotential number by the normal gravity value computed on the
 CE0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0135.degrees latitude (g = 980.6199 gals.).
 CE0135
 CE0135.The modeled gravity was interpolated from observed gravity values.
 CE0135
 CE0135;                    North         East    Units  Estimated Accuracy
 CE0135;SPC TX C     - 3,251,320.      129,890.      MT  (+/- 180 meters Scaled)
 CE0135
 CE0135                          SUPERSEDED SURVEY CONTROL
 CE0135
 CE0135  NAVD 88 (06/15/91) 1203.191  (m)         3947.47   (f) UNKNOWN     1 1
 CE0135  NGVD 29 (??/??/92) 1202.513  (m)         3945.24   (f) ADJ UNCH    1 1
 CE0135
 CE0135.Superseded values are not recommended for survey control.
 CE0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0135.See file dsdata.txt to determine how the superseded data were derived.
 CE0135
 CE0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR715184(NAD 83)
 CE0135_MARKER: DB = BENCH MARK DISK
 CE0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0135_SP_SET: CONCRETE POST
 CE0135_STAMPING: G 1118 1958
 CE0135_MARK LOGO: CGS   
 CE0135_PROJECTION: PROJECTING 5 CENTIMETERS
 CE0135_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0135+STABILITY: SURFACE MOTION
 CE0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0135+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CE0135
 CE0135  HISTORY     - Date     Condition        Report By
 CE0135  HISTORY     - 1958     MONUMENTED       CGS
 CE0135  HISTORY     - 1962     GOOD             NGS
 CE0135  HISTORY     - 1981     GOOD             NGS
 CE0135  HISTORY     - 19921117 GOOD             NGS
 CE0135  HISTORY     - 20030622 GOOD             NGS
 CE0135  HISTORY     - 20050401 GOOD             USPSQD
 CE0135
 CE0135                          STATION DESCRIPTION
 CE0135
 CE0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0135'3.75 MI E FROM EL PASO.
 CE0135'ABOUT 3.75 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0135'OF LOOP 16 AT EL PASO, 22 FEET SOUTH OF THE CENTER LINE OF THE EAST
 CE0135'BOUND LANE OF THE HIGHWAY, AT THE NORTH END OF THE TRAFFIC ISLAND
 CE0135'BETWEEN THE NORTH AND SOUTH BOUND TRAFFIC LANES OF FARM ROAD 2316, 9
 CE0135'1/2 FEET SOUTH OF THE NORTH CURB AND MIDWAY BETWEEN THE EAST AND WEST
 CE0135'CURBS OF THE TRAFFIC ISLAND, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CE0135'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CE0135
 CE0135                          STATION RECOVERY (1962)
 CE0135
 CE0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CE0135'RECOVERED IN GOOD CONDITION.
 CE0135
 CE0135                          STATION RECOVERY (1981)
 CE0135
 CE0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0135'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0135'6.8 KM (4.2 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0135'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0135'AT THE NORTH END OF A TRAFFIC ISLAND AT THE JUNCTION OF THE HIGHWAY
 CE0135'AND MCRAY STREET (FARM ROAD 2316), 5.2 METERS (17.0 FT) EAST OF THE
 CE0135'WEST CURB OF THE ISLAND, 3.0 METERS (10.0 FT) SOUTH OF THE NORTH END
 CE0135'OF THE ISLAND, 2.1 METERS (7.0 FT) WEST OF THE EAST CURB OF THE ISLAND
 CE0135'AND 1.8 METERS (5.9 FT) NORTH OF A HIGHWAY SIGN (KEEP RIGHT).
 CE0135
 CE0135                          STATION RECOVERY (1992)
 CE0135
 CE0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0135'IN EL PASO, AT THE INTERSECTION OF U.S. HIGHWAYS 62 AND 180 AND MCRAE
 CE0135'STREET, 12.8 M (42.0 FT) NORTH OF UTILITY LIGHT POLE NUMBER 6547-A,
 CE0135'8.7 M (28.5 FT) SOUTH OF AND LEVEL WITH THE EASTBOUND LANES OF THE
 CE0135'AVENUE, 5.2 M (17.1 FT) EAST OF THE WEST CURB OF A TRAFFIC ISLAND,
 CE0135'3.0 M (9.8 FT) SOUTH OF THE NORTH END OF THE ISLAND, 2.1 M (6.9 FT)
 CE0135'WEST OF THE EAST CURB OF THE ISLAND, AND THE MONUMENT PROJECTS 0.03 M
 CE0135'(0.10 FT) ABOVE THE GROUND SURFACE.
 CE0135
 CE0135                          STATION RECOVERY (2003)
 CE0135
 CE0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0135'RECOVERED IN GOOD CONDITION.
 CE0135
 CE0135                          STATION RECOVERY (2005)
 CE0135
 CE0135'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CE0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0481 ***********************************************************************
 CD0481  DESIGNATION -  G 1119
 CD0481  PID         -  CD0481
 CD0481  STATE/COUNTY-  TX/HUDSPETH
 CD0481  USGS QUAD   -  MICKEY DRAW EAST (1984)
 CD0481
 CD0481                         *CURRENT SURVEY CONTROL
 CD0481  ___________________________________________________________________
 CD0481* NAD 83(1986)-  31 45 29.     (N)    105 12 05.     (W)     SCALED    
 CD0481* NAVD 88     -      1216.930  (meters)    3992.54   (feet)  POSTED    
 CD0481  ___________________________________________________________________
 CD0481  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CD0481  DYNAMIC HT  -        1215.120 (meters)    3986.61  (feet)  COMP
 CD0481  MODELED GRAV-     979,107.6   (mgal)                       NAVD 88
 CD0481
 CD0481  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0481
 CD0481.The horizontal coordinates were scaled from a topographic map and have
 CD0481.an estimated accuracy of +/- 6 seconds.
 CD0481
 CD0481.The orthometric height was determined by differential leveling
 CD0481.and adjusted by the National Geodetic Survey in 1992..
 CD0481.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0481.rate of 0.0 thru 1.0 mm/km.
 CD0481
 CD0481.The geoid height was determined by GEOID03.
 CD0481
 CD0481.The dynamic height is computed by dividing the NAVD 88
 CD0481.geopotential number by the normal gravity value computed on the
 CD0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0481.degrees latitude (g = 980.6199 gals.).
 CD0481
 CD0481.The modeled gravity was interpolated from observed gravity values.
 CD0481
 CD0481;                    North         East    Units  Estimated Accuracy
 CD0481;SPC TX C     - 3,241,940.      238,960.      MT  (+/- 180 meters Scaled)
 CD0481
 CD0481                          SUPERSEDED SURVEY CONTROL
 CD0481
 CD0481  NGVD 29 (??/??/92) 1216.415  (m)         3990.85   (f) ADJ UNCH    2 0
 CD0481
 CD0481.Superseded values are not recommended for survey control.
 CD0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0481.See file dsdata.txt to determine how the superseded data were derived.
 CD0481
 CD0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR809136(NAD 83)
 CD0481_MARKER: DB = BENCH MARK DISK
 CD0481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0481_SP_SET: 9 FT
 CD0481_STAMPING: G 1119 1958
 CD0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0481
 CD0481  HISTORY     - Date     Condition        Report By
 CD0481  HISTORY     - 1958     MONUMENTED       CGS
 CD0481
 CD0481                          STATION DESCRIPTION
 CD0481
 CD0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0481'12.4 MI S FROM DELL CITY.
 CD0481'ABOUT 12.4 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0481'DELL CITY, 49 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 1.05
 CD0481'MILES NORTH OF THE JUNCTION OF U. S. HIGHWAYS 62 AND 180, 5 1/2 FEET
 CD0481'SOUTH OF A POWER POLE, 2 FEET EAST OF A FENCE, 2 FEET NORTH OF A
 CD0481'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A
 CD0481'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 9 FEET AND IS
 CD0481'ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0012 ***********************************************************************
 CU0012  DESIGNATION -  G 112
 CU0012  PID         -  CU0012
 CU0012  STATE/COUNTY-  TX/FISHER
 CU0012  USGS QUAD   -  BUSBY (1969)
 CU0012
 CU0012                         *CURRENT SURVEY CONTROL
 CU0012  ___________________________________________________________________
 CU0012* NAD 83(1986)-  32 35 59.     (N)    100 22 35.     (W)     SCALED    
 CU0012* NAVD 88     -       621.710  (meters)    2039.73   (feet)  ADJUSTED  
 CU0012  ___________________________________________________________________
 CU0012  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CU0012  DYNAMIC HT  -         620.885 (meters)    2037.02  (feet)  COMP
 CU0012  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 CU0012
 CU0012  VERT ORDER  -  FIRST     CLASS II
 CU0012
 CU0012.The horizontal coordinates were scaled from a topographic map and have
 CU0012.an estimated accuracy of +/- 6 seconds.
 CU0012
 CU0012.The orthometric height was determined by differential leveling
 CU0012.and adjusted by the National Geodetic Survey in June 1991..
 CU0012
 CU0012.The geoid height was determined by GEOID03.
 CU0012
 CU0012.The dynamic height is computed by dividing the NAVD 88
 CU0012.geopotential number by the normal gravity value computed on the
 CU0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0012.degrees latitude (g = 980.6199 gals.).
 CU0012
 CU0012.The modeled gravity was interpolated from observed gravity values.
 CU0012
 CU0012;                    North         East    Units  Estimated Accuracy
 CU0012;SPC TXNC     - 2,105,040.      423,880.      MT  (+/- 180 meters Scaled)
 CU0012
 CU0012                          SUPERSEDED SURVEY CONTROL
 CU0012
 CU0012  NGVD 29 (??/??/92)  621.482  (m)         2038.98   (f) ADJ UNCH    1 2
 CU0012
 CU0012.Superseded values are not recommended for survey control.
 CU0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0012.See file dsdata.txt to determine how the superseded data were derived.
 CU0012
 CU0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB708077(NAD 83)
 CU0012_MARKER: DB = BENCH MARK DISK
 CU0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0012_SP_SET: ABUTMENT
 CU0012_STAMPING: 2038.979 G 112 1933
 CU0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0012
 CU0012  HISTORY     - Date     Condition        Report By
 CU0012  HISTORY     - 1933     MONUMENTED       CGS
 CU0012  HISTORY     - 1958     GOOD             NGS
 CU0012
 CU0012                          STATION DESCRIPTION
 CU0012
 CU0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0012'4.1 MI SW FROM LONGWORTH.
 CU0012'4.1 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0012'LONGWORTH, FISHER COUNTY, AT BRIDGE 630.6, AND IN THE WEST SIDE OF THE
 CU0012'NORTH ABUTMENT.  A STANDARD DISK, STAMPED 2038.979 G 112 1933 AND SET
 CU0012'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0140 ***********************************************************************
 CV0140  DESIGNATION -  G 1120
 CV0140  PID         -  CV0140
 CV0140  STATE/COUNTY-  TX/ANDREWS
 CV0140  USGS QUAD   -  FIGURE SEVEN RANCH (1971)
 CV0140
 CV0140                         *CURRENT SURVEY CONTROL
 CV0140  ___________________________________________________________________
 CV0140* NAD 83(1986)-  32 07 32.     (N)    102 57 39.     (W)     SCALED    
 CV0140* NAVD 88     -       964.169  (meters)    3163.28   (feet)  ADJUSTED  
 CV0140  ___________________________________________________________________
 CV0140  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 CV0140  DYNAMIC HT  -         962.829 (meters)    3158.88  (feet)  COMP
 CV0140  MODELED GRAV-     979,215.3   (mgal)                       NAVD 88
 CV0140
 CV0140  VERT ORDER  -  SECOND    CLASS 0
 CV0140
 CV0140.The horizontal coordinates were scaled from a topographic map and have
 CV0140.an estimated accuracy of +/- 6 seconds.
 CV0140
 CV0140.The orthometric height was determined by differential leveling
 CV0140.and adjusted by the National Geodetic Survey in June 1991..
 CV0140
 CV0140.The geoid height was determined by GEOID03.
 CV0140
 CV0140.The dynamic height is computed by dividing the NAVD 88
 CV0140.geopotential number by the normal gravity value computed on the
 CV0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0140.degrees latitude (g = 980.6199 gals.).
 CV0140
 CV0140.The modeled gravity was interpolated from observed gravity values.
 CV0140
 CV0140;                    North         East    Units  Estimated Accuracy
 CV0140;SPC TXNC     - 2,059,820.      179,180.      MT  (+/- 180 meters Scaled)
 CV0140
 CV0140                          SUPERSEDED SURVEY CONTROL
 CV0140
 CV0140  NGVD 29 (??/??/92)  963.766  (m)         3161.96   (f) ADJ UNCH    2 0
 CV0140
 CV0140.Superseded values are not recommended for survey control.
 CV0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0140.See file dsdata.txt to determine how the superseded data were derived.
 CV0140
 CV0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR923561(NAD 83)
 CV0140_MARKER: DB = BENCH MARK DISK
 CV0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0140_STAMPING: G 1120 1958
 CV0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0140+STABILITY: SURFACE MOTION
 CV0140
 CV0140  HISTORY     - Date     Condition        Report By
 CV0140  HISTORY     - 1958     MONUMENTED       CGS
 CV0140
 CV0140                          STATION DESCRIPTION
 CV0140
 CV0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0140'14.0 MI E FROM JAL, NEW MEXICO.
 CV0140'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0140'STATION AT JAL, THENCE 13.3 MILES EAST ALONG STATE HIGHWAY 128, 58
 CV0140'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF THE
 CV0140'SOUTH RIGHT OF WAY FENCE, 2 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 CV0140'FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0140'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0582 ***********************************************************************
 CU0582  DESIGNATION -  G 1124
 CU0582  PID         -  CU0582
 CU0582  STATE/COUNTY-  TX/HOWARD
 CU0582  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0582
 CU0582                         *CURRENT SURVEY CONTROL
 CU0582  ___________________________________________________________________
 CU0582* NAD 83(1986)-  32 18 31.     (N)    101 26 49.     (W)     SCALED    
 CU0582* NAVD 88     -       788.537  (meters)    2587.06   (feet)  ADJUSTED  
 CU0582  ___________________________________________________________________
 CU0582  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CU0582  DYNAMIC HT  -         787.455 (meters)    2583.51  (feet)  COMP
 CU0582  MODELED GRAV-     979,241.8   (mgal)                       NAVD 88
 CU0582
 CU0582  VERT ORDER  -  SECOND    CLASS 0
 CU0582
 CU0582.The horizontal coordinates were scaled from a topographic map and have
 CU0582.an estimated accuracy of +/- 6 seconds.
 CU0582
 CU0582.The orthometric height was determined by differential leveling
 CU0582.and adjusted by the National Geodetic Survey in June 1991..
 CU0582
 CU0582.The geoid height was determined by GEOID03.
 CU0582
 CU0582.The dynamic height is computed by dividing the NAVD 88
 CU0582.geopotential number by the normal gravity value computed on the
 CU0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0582.degrees latitude (g = 980.6199 gals.).
 CU0582
 CU0582.The modeled gravity was interpolated from observed gravity values.
 CU0582
 CU0582;                    North         East    Units  Estimated Accuracy
 CU0582;SPC TXNC     - 2,075,080.      322,520.      MT  (+/- 180 meters Scaled)
 CU0582
 CU0582                          SUPERSEDED SURVEY CONTROL
 CU0582
 CU0582  NGVD 29 (??/??/92)  788.262  (m)         2586.16   (f) ADJ UNCH    2 0
 CU0582
 CU0582.Superseded values are not recommended for survey control.
 CU0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0582.See file dsdata.txt to determine how the superseded data were derived.
 CU0582
 CU0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA696772(NAD 83)
 CU0582_MARKER: DB = BENCH MARK DISK
 CU0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0582_SP_SET: MONUMENT
 CU0582_STAMPING: G 1124 1965
 CU0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0582
 CU0582  HISTORY     - Date     Condition        Report By
 CU0582  HISTORY     - 1965     MONUMENTED       CGS
 CU0582
 CU0582                          STATION DESCRIPTION
 CU0582
 CU0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CU0582'4.35 MI NE FROM BIG SPRING.
 CU0582'0.35 MI. NE ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0582'BIG SPRING, THENCE 4.0 MI. NORTH AND NORTHEAST ALONG STATE HIGHWAY 350
 CU0582'TO BENCH MARK ON THE LEFT (NW).  48.5 FT. NW OF THE CENTERLINE OF THE
 CU0582'HIGHWAY.  29 FT. SW OF THE CENTERLINE OF DRIVEWAY NW TO FARM. 0.1 MI.
 CU0582'SW OF COUNTRY STORE ON NW SIDE OF HIGHWAY.  7.5 FT. SW OF THE FENCE
 CU0582'CORNER.  0.5 FT. SE OF FENCE LINE.  1.2 FT. NW OF WITNESS POST PLAQUE
 CU0582'ON STEEL POST.  A STANDARD BENCH MARK DISK, STAMPED G 1124 1965 SET IN
 CU0582'THE TOP OF A CONCRETE MONUMENT PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0172 ***********************************************************************
 CV0172  DESIGNATION -  G 1125
 CV0172  PID         -  CV0172
 CV0172  STATE/COUNTY-  TX/ANDREWS
 CV0172  USGS QUAD   -  ANDREWS (1970)
 CV0172
 CV0172                         *CURRENT SURVEY CONTROL
 CV0172  ___________________________________________________________________
 CV0172* NAD 83(1986)-  32 19 18.     (N)    102 31 50.     (W)     SCALED    
 CV0172* NAVD 88     -       968.842  (meters)    3178.61   (feet)  POSTED    
 CV0172  ___________________________________________________________________
 CV0172  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CV0172  DYNAMIC HT  -         967.500 (meters)    3174.21  (feet)  COMP
 CV0172  MODELED GRAV-     979,215.4   (mgal)                       NAVD 88
 CV0172
 CV0172  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0172
 CV0172.This mark is at Andrews Co (E11) Airport (E11)
 CV0172
 CV0172.The horizontal coordinates were scaled from a topographic map and have
 CV0172.an estimated accuracy of +/- 6 seconds.
 CV0172
 CV0172.The orthometric height was determined by differential leveling
 CV0172.and adjusted by the National Geodetic Survey in 1992..
 CV0172.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0172.rate of 3.1 thru 4.0 mm/km.
 CV0172
 CV0172.The geoid height was determined by GEOID03.
 CV0172
 CV0172.The dynamic height is computed by dividing the NAVD 88
 CV0172.geopotential number by the normal gravity value computed on the
 CV0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0172.degrees latitude (g = 980.6199 gals.).
 CV0172
 CV0172.The modeled gravity was interpolated from observed gravity values.
 CV0172
 CV0172;                    North         East    Units  Estimated Accuracy
 CV0172;SPC TXNC     - 2,079,910.      220,590.      MT  (+/- 180 meters Scaled)
 CV0172
 CV0172                          SUPERSEDED SURVEY CONTROL
 CV0172
 CV0172  NGVD 29 (??/??/92)  968.413  (m)         3177.20   (f) ADJ UNCH    2 0
 CV0172
 CV0172.Superseded values are not recommended for survey control.
 CV0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0172.See file dsdata.txt to determine how the superseded data were derived.
 CV0172
 CV0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR324787(NAD 83)
 CV0172_MARKER: DB = BENCH MARK DISK
 CV0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0172_STAMPING: G 1125 1958
 CV0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0172+STABILITY: SURFACE MOTION
 CV0172
 CV0172  HISTORY     - Date     Condition        Report By
 CV0172  HISTORY     - 1958     MONUMENTED       CGS
 CV0172
 CV0172                          STATION DESCRIPTION
 CV0172
 CV0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0172'1.05 MI E FROM ANDREWS.
 CV0172'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0172'COURTHOUSE AT ANDREWS, THENCE 0.95 MILE NORTHEAST ALONG STATE HIGHWAY
 CV0172'176, 103 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT THE EAST
 CV0172'ENTRANCE TO THE ANDREWS COUNTY AIRFIELD, 53 FEET WEST-NORTHWEST OF THE
 CV0172'CENTER LINE OF THE ENTRANCE, 16 FEET EAST OF AN OFFSET IN THE RODEO
 CV0172'STOCK PEN FENCE, 1 FOOT SOUTH OF THE FENCE, 2 FEET EAST OF A WHITE
 CV0172'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0172'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0162 ***********************************************************************
 CV0162  DESIGNATION -  G 1127
 CV0162  PID         -  CV0162
 CV0162  STATE/COUNTY-  TX/ANDREWS
 CV0162  USGS QUAD   -  LAZY X RANCH (1971)
 CV0162
 CV0162                         *CURRENT SURVEY CONTROL
 CV0162  ___________________________________________________________________
 CV0162* NAD 83(1986)-  32 15 21.     (N)    102 38 38.     (W)     SCALED    
 CV0162* NAVD 88     -       973.867  (meters)    3195.10   (feet)  ADJUSTED  
 CV0162  ___________________________________________________________________
 CV0162  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CV0162  DYNAMIC HT  -         972.518 (meters)    3190.67  (feet)  COMP
 CV0162  MODELED GRAV-     979,220.7   (mgal)                       NAVD 88
 CV0162
 CV0162  VERT ORDER  -  SECOND    CLASS 0
 CV0162
 CV0162.The horizontal coordinates were scaled from a topographic map and have
 CV0162.an estimated accuracy of +/- 6 seconds.
 CV0162
 CV0162.The orthometric height was determined by differential leveling
 CV0162.and adjusted by the National Geodetic Survey in June 1991..
 CV0162
 CV0162.The geoid height was determined by GEOID03.
 CV0162
 CV0162.The dynamic height is computed by dividing the NAVD 88
 CV0162.geopotential number by the normal gravity value computed on the
 CV0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0162.degrees latitude (g = 980.6199 gals.).
 CV0162
 CV0162.The modeled gravity was interpolated from observed gravity values.
 CV0162
 CV0162;                    North         East    Units  Estimated Accuracy
 CV0162;SPC TXNC     - 2,073,030.      209,640.      MT  (+/- 180 meters Scaled)
 CV0162
 CV0162                          SUPERSEDED SURVEY CONTROL
 CV0162
 CV0162  NGVD 29 (??/??/92)  973.446  (m)         3193.71   (f) ADJ UNCH    2 0
 CV0162
 CV0162.Superseded values are not recommended for survey control.
 CV0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0162.See file dsdata.txt to determine how the superseded data were derived.
 CV0162
 CV0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR219712(NAD 83)
 CV0162_MARKER: DB = BENCH MARK DISK
 CV0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0162_STAMPING: G 1127 1958
 CV0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0162+STABILITY: SURFACE MOTION
 CV0162
 CV0162  HISTORY     - Date     Condition        Report By
 CV0162  HISTORY     - 1958     MONUMENTED       CGS
 CV0162  HISTORY     - 1970     MARK NOT FOUND   USGS
 CV0162
 CV0162                          STATION DESCRIPTION
 CV0162
 CV0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0162'7.4 MI SW FROM ANDREWS.
 CV0162'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0162'COURTHOUSE AT ANDREWS, THENCE 7.3 MILES SOUTHWEST ALONG STATE HIGHWAY
 CV0162'115, 58 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH
 CV0162'A ROW OF TELEPHONE POLES, 25 FEET SOUTHWEST OF A TELEPHONE POLE, AT
 CV0162'THE CROSSING OF A POWER LINE, 1 1/2 FEET SOUTHEAST OF THE NORTHWEST
 CV0162'RIGHT OF WAY FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 CV0162'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 CV0162'CONCRETE POST PROJECTING 1 FOOT.
 CV0162
 CV0162                          STATION RECOVERY (1970)
 CV0162
 CV0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CV0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0100 ***********************************************************************
 CV0100  DESIGNATION -  G 1128
 CV0100  PID         -  CV0100
 CV0100  STATE/COUNTY-  TX/MARTIN
 CV0100  USGS QUAD   -  NORTH CURTIS RANCH (1966)
 CV0100
 CV0100                         *CURRENT SURVEY CONTROL
 CV0100  ___________________________________________________________________
 CV0100* NAD 83(1986)-  32 09 52.     (N)    102 07 07.     (W)     SCALED    
 CV0100* NAVD 88     -       874.812  (meters)    2870.11   (feet)  ADJUSTED  
 CV0100  ___________________________________________________________________
 CV0100  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CV0100  DYNAMIC HT  -         873.583 (meters)    2866.08  (feet)  COMP
 CV0100  MODELED GRAV-     979,205.1   (mgal)                       NAVD 88
 CV0100
 CV0100  VERT ORDER  -  SECOND    CLASS 0
 CV0100
 CV0100.The horizontal coordinates were scaled from a topographic map and have
 CV0100.an estimated accuracy of +/- 6 seconds.
 CV0100
 CV0100.The orthometric height was determined by differential leveling
 CV0100.and adjusted by the National Geodetic Survey in June 1991..
 CV0100
 CV0100.The geoid height was determined by GEOID03.
 CV0100
 CV0100.The dynamic height is computed by dividing the NAVD 88
 CV0100.geopotential number by the normal gravity value computed on the
 CV0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0100.degrees latitude (g = 980.6199 gals.).
 CV0100
 CV0100.The modeled gravity was interpolated from observed gravity values.
 CV0100
 CV0100;                    North         East    Units  Estimated Accuracy
 CV0100;SPC TXNC     - 2,061,080.      258,750.      MT  (+/- 180 meters Scaled)
 CV0100
 CV0100                          SUPERSEDED SURVEY CONTROL
 CV0100
 CV0100  NGVD 29 (??/??/92)  874.447  (m)         2868.91   (f) ADJ UNCH    2 0
 CV0100
 CV0100.Superseded values are not recommended for survey control.
 CV0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0100.See file dsdata.txt to determine how the superseded data were derived.
 CV0100
 CV0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR717623(NAD 83)
 CV0100_MARKER: DB = BENCH MARK DISK
 CV0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0100_SP_SET: CULVERT
 CV0100_STAMPING: G 1128 1958
 CV0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0100
 CV0100  HISTORY     - Date     Condition        Report By
 CV0100  HISTORY     - 1958     MONUMENTED       CGS
 CV0100  HISTORY     - 20030102 MARK NOT FOUND   TXDOT
 CV0100
 CV0100                          STATION DESCRIPTION
 CV0100
 CV0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0100'11.85 MI NW FROM MIDLAND.
 CV0100'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0100'MIDLAND, THENCE 11.75 MILES NORTHWEST ALONG STATE HIGHWAY 349, IN THE
 CV0100'TOP AND CENTER OF THE NORTHEAST CONCRETE HEAD WALL OF A CULVERT, 23
 CV0100'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 6 INCHES ABOVE
 CV0100'THE LEVEL OF THE HIGHWAY, AND PROJECTING 9 INCHES.
 CV0100
 CV0100                          STATION RECOVERY (2003)
 CV0100
 CV0100'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0405 ***********************************************************************
 CC0405  DESIGNATION -  G 1129
 CC0405  PID         -  CC0405
 CC0405  STATE/COUNTY-  TX/REEVES
 CC0405  USGS QUAD   -  SOTOL HILL (1970)
 CC0405
 CC0405                         *CURRENT SURVEY CONTROL
 CC0405  ___________________________________________________________________
 CC0405* NAD 83(1986)-  31 03 25.     (N)    103 59 16.     (W)     SCALED    
 CC0405* NAVD 88     -      1152.133  (meters)    3779.96   (feet)  POSTED    
 CC0405  ___________________________________________________________________
 CC0405  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 CC0405  DYNAMIC HT  -        1150.370 (meters)    3774.17  (feet)  COMP
 CC0405  MODELED GRAV-     979,066.4   (mgal)                       NAVD 88
 CC0405
 CC0405  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0405
 CC0405.The horizontal coordinates were scaled from a topographic map and have
 CC0405.an estimated accuracy of +/- 6 seconds.
 CC0405
 CC0405.The orthometric height was determined by differential leveling
 CC0405.and adjusted by the National Geodetic Survey in 1992..
 CC0405.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0405.rate of 0.0 thru 1.0 mm/km.
 CC0405
 CC0405.The geoid height was determined by GEOID03.
 CC0405
 CC0405.The dynamic height is computed by dividing the NAVD 88
 CC0405.geopotential number by the normal gravity value computed on the
 CC0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0405.degrees latitude (g = 980.6199 gals.).
 CC0405
 CC0405.The modeled gravity was interpolated from observed gravity values.
 CC0405
 CC0405;                    North         East    Units  Estimated Accuracy
 CC0405;SPC TX C     - 3,159,850.      351,300.      MT  (+/- 180 meters Scaled)
 CC0405
 CC0405                          SUPERSEDED SURVEY CONTROL
 CC0405
 CC0405  NGVD 29 (??/??/92) 1151.698  (m)         3778.53   (f) ADJ UNCH    2 0
 CC0405
 CC0405.Superseded values are not recommended for survey control.
 CC0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0405.See file dsdata.txt to determine how the superseded data were derived.
 CC0405
 CC0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ965363(NAD 83)
 CC0405_MARKER: DB = BENCH MARK DISK
 CC0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0405_SP_SET: BRIDGE
 CC0405_STAMPING: G 1129 1958
 CC0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0405
 CC0405  HISTORY     - Date     Condition        Report By
 CC0405  HISTORY     - 1958     MONUMENTED       CGS
 CC0405
 CC0405                          STATION DESCRIPTION
 CC0405
 CC0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CC0405'15.1 MI SE FROM KENT.
 CC0405'ABOUT 3.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0405'STATION AT KENT, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, THENCE 6.8
 CC0405'MILES EAST ALONG U.S. HIGHWAY 80, THENCE 4.8 MILES SOUTHEAST ALONG
 CC0405'U.S. HIGHWAY 290, 15.55 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM
 CC0405'THE POST OFFICE AT TOYAHVALE, IN THE TOP OF THE SOUTHEAST END OF THE
 CC0405'NORTHEAST CURB OF A CONCRETE HIGHWAY BRIDGE, 12 FEET NORTHEAST OF THE
 CC0405'CENTER LINE OF THE HIGHWAY, 3 FEET NORTHWEST OF THE SOUTHEAST END OF
 CC0405'THE CONCRETE CURB, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0549 ***********************************************************************
 DO0549  DESIGNATION -  G 113
 DO0549  PID         -  DO0549
 DO0549  STATE/COUNTY-  TX/KNOX
 DO0549  USGS QUAD   -  TRUSCOTT SOUTH (1966)
 DO0549
 DO0549                         *CURRENT SURVEY CONTROL
 DO0549  ___________________________________________________________________
 DO0549* NAD 83(1986)-  33 39 15.     (N)    099 48 52.     (W)     SCALED    
 DO0549* NAVD 88     -       414.764  (meters)    1360.77   (feet)  ADJUSTED  
 DO0549  ___________________________________________________________________
 DO0549  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0549  DYNAMIC HT  -         414.279 (meters)    1359.18  (feet)  COMP
 DO0549  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 DO0549
 DO0549  VERT ORDER  -  FIRST     CLASS II
 DO0549
 DO0549.The horizontal coordinates were scaled from a topographic map and have
 DO0549.an estimated accuracy of +/- 6 seconds.
 DO0549
 DO0549.The orthometric height was determined by differential leveling
 DO0549.and adjusted by the National Geodetic Survey in June 1991..
 DO0549
 DO0549.The geoid height was determined by GEOID03.
 DO0549
 DO0549.The dynamic height is computed by dividing the NAVD 88
 DO0549.geopotential number by the normal gravity value computed on the
 DO0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0549.degrees latitude (g = 980.6199 gals.).
 DO0549
 DO0549.The modeled gravity was interpolated from observed gravity values.
 DO0549
 DO0549;                    North         East    Units  Estimated Accuracy
 DO0549;SPC TXNC     - 2,221,160.      478,090.      MT  (+/- 180 meters Scaled)
 DO0549
 DO0549                          SUPERSEDED SURVEY CONTROL
 DO0549
 DO0549  NGVD 29 (??/??/92)  414.617  (m)         1360.29   (f) ADJ UNCH    1 2
 DO0549
 DO0549.Superseded values are not recommended for survey control.
 DO0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0549.See file dsdata.txt to determine how the superseded data were derived.
 DO0549
 DO0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC244241(NAD 83)
 DO0549_MARKER: DB = BENCH MARK DISK
 DO0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0549_SP_SET: PIER
 DO0549_STAMPING: 1360.289 G 113 1933
 DO0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0549
 DO0549  HISTORY     - Date     Condition        Report By
 DO0549  HISTORY     - 1933     MONUMENTED       CGS
 DO0549  HISTORY     - 1958     GOOD             NGS
 DO0549
 DO0549                          STATION DESCRIPTION
 DO0549
 DO0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0549'5.0 MI N FROM BENJAMIN.
 DO0549'5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM BENJAMIN,
 DO0549'KNOX COUNTY, AT BRIDGE 545.7 OVER A FORK OF THE WICHITA RIVER, AND ON
 DO0549'THE EAST SIDE OF THE SOUTH PIER.  A STANDARD DISK, STAMPED 1360.289 G
 DO0549'113 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0384 ***********************************************************************
 EN0384  DESIGNATION -  G 1131
 EN0384  PID         -  EN0384
 EN0384  STATE/COUNTY-  TX/RANDALL
 EN0384  USGS QUAD   -  CANYON (1984)
 EN0384
 EN0384                         *CURRENT SURVEY CONTROL
 EN0384  ___________________________________________________________________
 EN0384* NAD 83(1986)-  34 58 58.     (N)    101 59 06.     (W)     SCALED    
 EN0384* NAVD 88     -      1100.049  (meters)    3609.08   (feet)  ADJUSTED  
 EN0384  ___________________________________________________________________
 EN0384  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 EN0384  DYNAMIC HT  -        1098.708 (meters)    3604.68  (feet)  COMP
 EN0384  MODELED GRAV-     979,377.3   (mgal)                       NAVD 88
 EN0384
 EN0384  VERT ORDER  -  FIRST     CLASS II
 EN0384
 EN0384.The horizontal coordinates were scaled from a topographic map and have
 EN0384.an estimated accuracy of +/- 6 seconds.
 EN0384
 EN0384.The orthometric height was determined by differential leveling
 EN0384.and adjusted by the National Geodetic Survey in June 1991..
 EN0384
 EN0384.The geoid height was determined by GEOID03.
 EN0384
 EN0384.The dynamic height is computed by dividing the NAVD 88
 EN0384.geopotential number by the normal gravity value computed on the
 EN0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0384.degrees latitude (g = 980.6199 gals.).
 EN0384
 EN0384.The modeled gravity was interpolated from observed gravity values.
 EN0384
 EN0384;                    North         East    Units  Estimated Accuracy
 EN0384;SPC TX N     - 1,109,140.      155,720.      MT  (+/- 180 meters Scaled)
 EN0384
 EN0384                          SUPERSEDED SURVEY CONTROL
 EN0384
 EN0384  NGVD 29 (??/??/92) 1099.548  (m)         3607.43   (f) ADJ UNCH    1 2
 EN0384
 EN0384.Superseded values are not recommended for survey control.
 EN0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0384.See file dsdata.txt to determine how the superseded data were derived.
 EN0384
 EN0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD275752(NAD 83)
 EN0384_MARKER: DB = BENCH MARK DISK
 EN0384_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EN0384_STAMPING: G 1131 1958
 EN0384_MARK LOGO: CGS   
 EN0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0384+STABILITY: SURFACE MOTION
 EN0384
 EN0384  HISTORY     - Date     Condition        Report By
 EN0384  HISTORY     - 1958     MONUMENTED       CGS
 EN0384  HISTORY     - 1984     GOOD             NGS
 EN0384
 EN0384                          STATION DESCRIPTION
 EN0384
 EN0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EN0384'2.85 MI W FROM CANYON.
 EN0384'ABOUT 2.85 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EN0384'THE SATION AT CANYON, 8 1/2 TELEPHONE POLES WEST OF MILE POST 573, IN
 EN0384'THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A LARGE TWIN CULVERT,
 EN0384'14 FEET NORTH OF THE NEAR RAIL, AND ABOUT 5 FEET BELOW THE TRACK.
 EN0384
 EN0384                          STATION RECOVERY (1984)
 EN0384
 EN0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1249 ***********************************************************************
 CS1249  DESIGNATION -  G 1134
 CS1249  PID         -  CS1249
 CS1249  STATE/COUNTY-  TX/DALLAS
 CS1249  USGS QUAD   -  IRVING (1981)
 CS1249
 CS1249                         *CURRENT SURVEY CONTROL
 CS1249  ___________________________________________________________________
 CS1249* NAD 83(1986)-  32 48 05.     (N)    096 55 17.     (W)     SCALED    
 CS1249* NAVD 88     -       134.861  (meters)     442.46   (feet)  ADJUSTED  
 CS1249  ___________________________________________________________________
 CS1249  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CS1249  DYNAMIC HT  -         134.707 (meters)     441.95  (feet)  COMP
 CS1249  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 CS1249
 CS1249  VERT ORDER  -  FIRST     CLASS II
 CS1249
 CS1249.The horizontal coordinates were scaled from a topographic map and have
 CS1249.an estimated accuracy of +/- 6 seconds.
 CS1249
 CS1249.The orthometric height was determined by differential leveling
 CS1249.and adjusted by the National Geodetic Survey in June 1991..
 CS1249
 CS1249.The geoid height was determined by GEOID03.
 CS1249
 CS1249.The dynamic height is computed by dividing the NAVD 88
 CS1249.geopotential number by the normal gravity value computed on the
 CS1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1249.degrees latitude (g = 980.6199 gals.).
 CS1249
 CS1249.The modeled gravity was interpolated from observed gravity values.
 CS1249
 CS1249;                    North         East    Units  Estimated Accuracy
 CS1249;SPC TXNC     - 2,126,940.      747,830.      MT  (+/- 180 meters Scaled)
 CS1249
 CS1249                          SUPERSEDED SURVEY CONTROL
 CS1249
 CS1249  NGVD 29 (??/??/92)  134.879  (m)          442.52   (f) ADJ UNCH    1 2
 CS1249
 CS1249.Superseded values are not recommended for survey control.
 CS1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1249.See file dsdata.txt to determine how the superseded data were derived.
 CS1249
 CS1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB946311(NAD 83)
 CS1249_MARKER: DB = BENCH MARK DISK
 CS1249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1249_SP_SET: PILLARS
 CS1249_STAMPING: G 1134 1958
 CS1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1249
 CS1249  HISTORY     - Date     Condition        Report By
 CS1249  HISTORY     - 1958     MONUMENTED       CGS
 CS1249
 CS1249                          STATION DESCRIPTION
 CS1249
 CS1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CS1249'3.25 MI NW FROM EAGLE FORD.
 CS1249'ABOUT 0.8 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS1249'STATION AT EAGLE FORD, THENCE ABOUT 2.45 MILES NORTH ALONG LOOP 12, 70
 CS1249'FEET EAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE NORTH
 CS1249'FACE OF THE NORTH ONE OF 2 CONCRETE PILLARS UNDER THE OVERPASS OF EAST
 CS1249'SHADY GROVE ROAD, ABOUT 0.3 MILE SOUTH OF THE JUNCTION OF STATE
 CS1249'HIGHWAY 356, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0482 ***********************************************************************
 AV0482  DESIGNATION -  G 1135
 AV0482  PID         -  AV0482
 AV0482  STATE/COUNTY-  TX/JEFFERSON
 AV0482  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0482
 AV0482                         *CURRENT SURVEY CONTROL
 AV0482  ___________________________________________________________________
 AV0482* NAD 83(1986)-  29 47 04.     (N)    093 56 54.     (W)     SCALED    
 AV0482* NAVD 88     -         1.68   (+/-2cm)       5.5    (feet)  VERTCON   
 AV0482  ___________________________________________________________________
 AV0482  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AV0482
 AV0482  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0482
 AV0482.The horizontal coordinates were scaled from a topographic map and have
 AV0482.an estimated accuracy of +/- 6 seconds.
 AV0482
 AV0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0482.The vertical order pertains to the NGVD 29 superseded value.
 AV0482
 AV0482.The geoid height was determined by GEOID03.
 AV0482
 AV0482;                    North         East    Units  Estimated Accuracy
 AV0482;SPC TXSC     - 4,226,780.    1,088,260.      MT  (+/- 180 meters Scaled)
 AV0482
 AV0482                          SUPERSEDED SURVEY CONTROL
 AV0482
 AV0482  NGVD 29 (??/??/??)    1.671  (m)            5.48   (f) ADJUSTED    1 2
 AV0482
 AV0482.Superseded values are not recommended for survey control.
 AV0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0482.See file dsdata.txt to determine how the superseded data were derived.
 AV0482
 AV0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN083952(NAD 83)
 AV0482_MARKER: DB = BENCH MARK DISK
 AV0482_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AV0482_SP_SET: 48 FEET
 AV0482_STAMPING: G 1135 1958
 AV0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0482
 AV0482  HISTORY     - Date     Condition        Report By
 AV0482  HISTORY     - 1958     MONUMENTED       CGS
 AV0482  HISTORY     - 1959     GOOD             CGS
 AV0482  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AV0482  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0482  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0482  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AV0482  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AV0482  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 AV0482  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AV0482  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0482  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0482  HISTORY     - 20040309 MARK NOT FOUND   USPSQD
 AV0482
 AV0482                          STATION DESCRIPTION
 AV0482
 AV0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0482'5.4 MI NW FROM SABINE PASS.
 AV0482'ABOUT 5.4 MILES NORTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AV0482'MONUMENT AT SABINE PASS, OR ABOUT 5.0 MILES SOUTHEAST ALONG STATE
 AV0482'HIGHWAY 87 FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT WEST
 AV0482'PORT ARTHUR, ABOUT 0.1 MILE NORTHWEST OF A SMALL FARMHOUSE, 70 FEET
 AV0482'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTHEAST OF A
 AV0482'FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 AV0482'THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 AV0482'ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A 6-INCH
 AV0482'TILE PROJECTING 6 INCHES.
 AV0482
 AV0482                          STATION RECOVERY (1988)
 AV0482
 AV0482'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAF)
 AV0482'MARK NOT FOUND.
 AV0482
 AV0482                          STATION RECOVERY (1989)
 AV0482
 AV0482'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0482'MARK NOT FOUND.
 AV0482
 AV0482                          STATION RECOVERY (1989)
 AV0482
 AV0482'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0482'MARK NOT FOUND.
 AV0482
 AV0482                          STATION RECOVERY (1989)
 AV0482
 AV0482'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0482'MARK NOT FOUND.
 AV0482
 AV0482                          STATION RECOVERY (1990)
 AV0482
 AV0482'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0482'MARK NOT FOUND.
 AV0482
 AV0482                          STATION RECOVERY (1993)
 AV0482
 AV0482'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0482'MARK NOT FOUND.
 AV0482
 AV0482                          STATION RECOVERY (1994)
 AV0482
 AV0482'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0482'MARK NOT FOUND.
 AV0482
 AV0482                          STATION RECOVERY (2000)
 AV0482
 AV0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0482'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0482
 AV0482                          STATION RECOVERY (2001)
 AV0482
 AV0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0482'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0482
 AV0482                          STATION RECOVERY (2004)
 AV0482
 AV0482'RECOVERY NOTE BY US POWER SQUADRON 2004 (WAF)
 AV0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1415 ***********************************************************************
 AW1415  DESIGNATION -  G 1136
 AW1415  PID         -  AW1415
 AW1415  STATE/COUNTY-  TX/CHAMBERS
 AW1415  USGS QUAD   -  OYSTER BAYOU (1994)
 AW1415
 AW1415                         *CURRENT SURVEY CONTROL
 AW1415  ___________________________________________________________________
 AW1415* NAD 83(1986)-  29 39 56.     (N)    094 31 13.     (W)     SCALED    
 AW1415* NAVD 88     -         2.03   (+/-2cm)       6.7    (feet)  VERTCON   
 AW1415  ___________________________________________________________________
 AW1415  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1415
 AW1415  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1415
 AW1415.The horizontal coordinates were scaled from a topographic map and have
 AW1415.an estimated accuracy of +/- 6 seconds.
 AW1415
 AW1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1415.The vertical order pertains to the NGVD 29 superseded value.
 AW1415
 AW1415.The geoid height was determined by GEOID03.
 AW1415
 AW1415;                    North         East    Units  Estimated Accuracy
 AW1415;SPC TXSC     - 4,211,360.    1,033,520.      MT  (+/- 180 meters Scaled)
 AW1415
 AW1415                          SUPERSEDED SURVEY CONTROL
 AW1415
 AW1415  NGVD 29 (??/??/92)    2.027  (m)            6.65   (f) ADJ UNCH    1 2
 AW1415
 AW1415.Superseded values are not recommended for survey control.
 AW1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1415.See file dsdata.txt to determine how the superseded data were derived.
 AW1415
 AW1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN528826(NAD 83)
 AW1415_MARKER: DB = BENCH MARK DISK
 AW1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1415_STAMPING: G 1136 1958
 AW1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1415+STABILITY: SURFACE MOTION
 AW1415
 AW1415  HISTORY     - Date     Condition        Report By
 AW1415  HISTORY     - 1958     MONUMENTED       CGS
 AW1415  HISTORY     - 1971     GOOD             NGS
 AW1415  HISTORY     - 1978     GOOD             NGS
 AW1415  HISTORY     - 19890413 MARK NOT FOUND   USPSQD
 AW1415
 AW1415                          STATION DESCRIPTION
 AW1415
 AW1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW1415'17.15 MI SW FROM STOWELL.
 AW1415'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE AT
 AW1415'STOWELL, THENCE ABOUT 8.95 MILES WEST ALONG FARM ROAD 1985, ABOUT 0.15
 AW1415'MILE WEST OF A T FENCE CORNER, 49 FEET NORTH OF THE ROAD, 10 FEET
 AW1415'NORTHEAST OF A CONCRETE CULVERT, 2 FEET SOUTH OF A FENCE, 1.5 FEET
 AW1415'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AW1415'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 AW1415
 AW1415                          STATION RECOVERY (1971)
 AW1415
 AW1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1415'RECOVERED IN GOOD CONDITION.
 AW1415
 AW1415                          STATION RECOVERY (1978)
 AW1415
 AW1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1415'RECOVERED IN GOOD CONDITION.
 AW1415
 AW1415                          STATION RECOVERY (1989)
 AW1415
 AW1415'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 AW1415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2621 ***********************************************************************
 AW2621  DESIGNATION -  G 1137
 AW2621  PID         -  AW2621
 AW2621  STATE/COUNTY-  TX/GALVESTON
 AW2621  USGS QUAD   -  GALVESTON (1994)
 AW2621
 AW2621                         *CURRENT SURVEY CONTROL
 AW2621  ___________________________________________________________________
 AW2621* NAD 83(1986)-  29 15 06.     (N)    094 51 10.     (W)     SCALED    
 AW2621* NAVD 88     -         1.99   (+/-2cm)       6.5    (feet)  VERTCON   
 AW2621  ___________________________________________________________________
 AW2621  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW2621
 AW2621  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2621
 AW2621.The horizontal coordinates were scaled from a topographic map and have
 AW2621.an estimated accuracy of +/- 6 seconds.
 AW2621
 AW2621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2621.The vertical order pertains to the NGVD 29 superseded value.
 AW2621
 AW2621.The geoid height was determined by GEOID03.
 AW2621
 AW2621;                    North         East    Units  Estimated Accuracy
 AW2621;SPC TXSC     - 4,164,340.    1,002,980.      MT  (+/- 180 meters Scaled)
 AW2621
 AW2621                          SUPERSEDED SURVEY CONTROL
 AW2621
 AW2621  NGVD 29 (??/??/92)    1.984  (m)            6.51   (f) ADJ UNCH    1 2
 AW2621
 AW2621.Superseded values are not recommended for survey control.
 AW2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2621.See file dsdata.txt to determine how the superseded data were derived.
 AW2621
 AW2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN199372(NAD 83)
 AW2621_MARKER: DB = BENCH MARK DISK
 AW2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2621_STAMPING: G 1137 1958
 AW2621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2621+STABILITY: SURFACE MOTION
 AW2621
 AW2621  HISTORY     - Date     Condition        Report By
 AW2621  HISTORY     - 1958     MONUMENTED       CGS
 AW2621  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 AW2621  HISTORY     - 20041208 MARK NOT FOUND   USPSQD
 AW2621
 AW2621                          STATION DESCRIPTION
 AW2621
 AW2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2621'4.55 MI SW FROM GALVESTON.
 AW2621'ABOUT 3.7 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE BUCCANEER
 AW2621'HOTEL AT GALVESTON, THENCE ABOUT 0.85 MILE SOUTHWEST ALONG THE BEACH,
 AW2621'349 FEET SOUTH OF THE SOUTH CORNER OF THE HILLTOP MOTEL, 66 FEET
 AW2621'NORTHWEST OF THE NORTHWEST EDGE OF THE HIGH WATER LINE, 31 FEET
 AW2621'SOUTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD LEADING NORTHWEST TO
 AW2621'STEWART ROAD, 7 FEET WEST OF A POWER POLE, 1 FOOT SOUTHEAST OF A METAL
 AW2621'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 AW2621
 AW2621                          STATION RECOVERY (1994)
 AW2621
 AW2621'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2621'MARK NOT FOUND.
 AW2621
 AW2621                          STATION RECOVERY (2004)
 AW2621
 AW2621'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0653 ***********************************************************************
 AW0653  DESIGNATION -  G 1137 RESET 1960
 AW0653  PID         -  AW0653
 AW0653  STATE/COUNTY-  TX/GALVESTON
 AW0653  USGS QUAD   -  GALVESTON (1994)
 AW0653
 AW0653                         *CURRENT SURVEY CONTROL
 AW0653  ___________________________________________________________________
 AW0653* NAD 83(1986)-  29 15 05.     (N)    094 51 10.     (W)     SCALED    
 AW0653* NAVD 88     -         2.12   (+/-2cm)       7.0    (feet)  VERTCON   
 AW0653  ___________________________________________________________________
 AW0653  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0653
 AW0653  VERT ORDER  -  THIRD (See Below)
 AW0653
 AW0653.The horizontal coordinates were scaled from a topographic map and have
 AW0653.an estimated accuracy of +/- 6 seconds.
 AW0653
 AW0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0653.The vertical order pertains to the NGVD 29 superseded value.
 AW0653
 AW0653.The geoid height was determined by GEOID03.
 AW0653
 AW0653;                    North         East    Units  Estimated Accuracy
 AW0653;SPC TXSC     - 4,164,300.    1,002,980.      MT  (+/- 180 meters Scaled)
 AW0653
 AW0653                          SUPERSEDED SURVEY CONTROL
 AW0653
 AW0653  NGVD 29 (??/??/??)    2.12   (m)            7.0    (f) RESET       3  
 AW0653
 AW0653.Superseded values are not recommended for survey control.
 AW0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0653.See file dsdata.txt to determine how the superseded data were derived.
 AW0653
 AW0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN199372(NAD 83)
 AW0653_MARKER: DD = SURVEY DISK
 AW0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0653_STAMPING: G 1137 RESET 1960
 AW0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0653+STABILITY: SURFACE MOTION
 AW0653
 AW0653  HISTORY     - Date     Condition        Report By
 AW0653  HISTORY     - 1960     MONUMENTED       USE
 AW0653  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0653  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0653  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0653  HISTORY     - 19940814 MARK NOT FOUND   USPSQD
 AW0653  HISTORY     - 20041208 MARK NOT FOUND   USPSQD
 AW0653
 AW0653                          STATION DESCRIPTION
 AW0653
 AW0653'DESCRIBED BY US ENGINEERS 1960
 AW0653'4.55 MI SW FROM GALVESTON.
 AW0653'THE MARK IS LOCATED ABOUT 4.55 MILES SOUTHWEST ALONG THE SEAWALL
 AW0653'BOULEVARD FROM THE BUCCANEER HOTEL AT GALVESTON WEST OF THE HILLTOP
 AW0653'MOTEL, 31 FEET SOUTHWEST OF THE CENTERLINE OF AN ASPHALT ROAD LEADING
 AW0653'NORTHWEST TO STEWART ROAD, 253 FEET NORTH OF THE CENTERLINE OF THE
 AW0653'GALVESTON SEAWALL.  THIS LOCATION IS ON THE NORTH LINE OF THE SEAWALL
 AW0653'RIGHT-OF-WAY LINE AT STATION 101+30, 2 FEET SOUTHWEST OF A METAL
 AW0653'WITNESS POST AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 AW0653
 AW0653                          STATION RECOVERY (1964)
 AW0653
 AW0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0653'MARK NOT FOUND.
 AW0653
 AW0653                          STATION RECOVERY (1978)
 AW0653
 AW0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0653'SEARCHED FOR , NOT RECOVERED.
 AW0653
 AW0653                          STATION RECOVERY (1987)
 AW0653
 AW0653'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0653'MARK NOT FOUND.
 AW0653
 AW0653                          STATION RECOVERY (1994)
 AW0653
 AW0653'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0653'MARK NOT FOUND.
 AW0653
 AW0653                          STATION RECOVERY (2004)
 AW0653
 AW0653'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1591 ***********************************************************************
 AW1591  DESIGNATION -  G 1138
 AW1591  PID         -  AW1591
 AW1591  STATE/COUNTY-  TX/GALVESTON
 AW1591  USGS QUAD   -  BACLIFF (1993)
 AW1591
 AW1591                         *CURRENT SURVEY CONTROL
 AW1591  ___________________________________________________________________
 AW1591* NAD 83(1986)-  29 30 22.     (N)    094 59 03.     (W)     SCALED    
 AW1591* NAVD 88     -         4.228  (meters)      13.87   (feet)  ADJUSTED  
 AW1591  ___________________________________________________________________
 AW1591  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW1591  DYNAMIC HT  -           4.222 (meters)      13.85  (feet)  COMP
 AW1591  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 AW1591
 AW1591  VERT ORDER  -  FIRST     CLASS II
 AW1591
 AW1591.The horizontal coordinates were scaled from a topographic map and have
 AW1591.an estimated accuracy of +/- 6 seconds.
 AW1591
 AW1591.The orthometric height was determined by differential leveling
 AW1591.and adjusted by the National Geodetic Survey in June 1991..
 AW1591
 AW1591.The geoid height was determined by GEOID03.
 AW1591
 AW1591.The dynamic height is computed by dividing the NAVD 88
 AW1591.geopotential number by the normal gravity value computed on the
 AW1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1591.degrees latitude (g = 980.6199 gals.).
 AW1591
 AW1591.The modeled gravity was interpolated from observed gravity values.
 AW1591
 AW1591;                    North         East    Units  Estimated Accuracy
 AW1591;SPC TXSC     - 4,192,070.      989,250.      MT  (+/- 180 meters Scaled)
 AW1591
 AW1591                          SUPERSEDED SURVEY CONTROL
 AW1591
 AW1591  NGVD 29 (12/23/87)    4.224  (m)           13.86   (f) ADJUSTED    1 2
 AW1591
 AW1591.Superseded values are not recommended for survey control.
 AW1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1591.See file dsdata.txt to determine how the superseded data were derived.
 AW1591
 AW1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN076657(NAD 83)
 AW1591_MARKER: DB = BENCH MARK DISK
 AW1591_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1591_SP_SET: HEADWALL
 AW1591_STAMPING: G 1138 1958
 AW1591_MARK LOGO: CGS   
 AW1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1591+STABILITY: SURFACE MOTION
 AW1591
 AW1591  HISTORY     - Date     Condition        Report By
 AW1591  HISTORY     - 1958     MONUMENTED       CGS
 AW1591  HISTORY     - 1973     GOOD             NGS
 AW1591  HISTORY     - 1978     GOOD             NGS
 AW1591  HISTORY     - 1987     GOOD             USPSQD
 AW1591  HISTORY     - 1987     GOOD             USPSQD
 AW1591  HISTORY     - 1987     GOOD             USPSQD
 AW1591  HISTORY     - 1987     GOOD             USPSQD
 AW1591  HISTORY     - 1987     GOOD             USPSQD
 AW1591  HISTORY     - 1987     GOOD             NGS
 AW1591  HISTORY     - 1991     GOOD             USPSQD
 AW1591  HISTORY     - 19940423 GOOD             USPSQD
 AW1591  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AW1591  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AW1591
 AW1591                          STATION DESCRIPTION
 AW1591
 AW1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1591'4.3 MI SE FROM KEMAH.
 AW1591'3.45 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 AW1591'KEMAH, THENCE 0.85 MILE NORTHEAST ALONG FARM ROAD 517, 0.25 MILE
 AW1591'SOUTHWEST OF THE POST OFFICE AT BAYCLIFF, AT THE INTERSECTION OF 7TH
 AW1591'STREET, 33.0 FEET NORTH OF THE CENTER OF THE INTERSECTION, IN THE TOP
 AW1591'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF DOUBLE PIPE
 AW1591'CULVERT, 19.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 28.5 FEET
 AW1591'NORTHEAST OF THE CENTER LINE OF THE STREET, 27.0 FEET SOUTHEAST OF A
 AW1591'FIRE HYDRANT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AW1591
 AW1591                          STATION RECOVERY (1978)
 AW1591
 AW1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1591'NOTE=THE POST OFFICE HAS MOVED 0.4 MILE SOUTHEAST.
 AW1591
 AW1591                          STATION RECOVERY (1987)
 AW1591
 AW1591'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1591'RECOVERED IN GOOD CONDITION.
 AW1591
 AW1591                          STATION RECOVERY (1987)
 AW1591
 AW1591'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1591'RECOVERED IN GOOD CONDITION.
 AW1591
 AW1591                          STATION RECOVERY (1987)
 AW1591
 AW1591'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1591'RECOVERED IN GOOD CONDITION.
 AW1591
 AW1591                          STATION RECOVERY (1987)
 AW1591
 AW1591'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW1591'RECOVERED IN GOOD CONDITION.
 AW1591
 AW1591                          STATION RECOVERY (1987)
 AW1591
 AW1591'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1591'RECOVERED IN GOOD CONDITION.
 AW1591
 AW1591                          STATION RECOVERY (1987)
 AW1591
 AW1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1591'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW1591'REACH SHOULD READ--4.9 KM (3.05 MI) SOUTHEAST ALONG STATE HIGHWAY 146
 AW1591'FROM THE POST OFFICE IN KEMAH. CHANGE FARM ROAD 517 TO 646.
 AW1591
 AW1591                          STATION RECOVERY (1991)
 AW1591
 AW1591'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1591'RECOVERED IN GOOD CONDITION.
 AW1591
 AW1591                          STATION RECOVERY (1994)
 AW1591
 AW1591'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1591'RECOVERED IN GOOD CONDITION.
 AW1591
 AW1591                          STATION RECOVERY (2004)
 AW1591
 AW1591'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1591'STREET WIDDENED TO 3 LANES AND NEW CONCRETE COLVERTS INSTALLED.
 AW1591' 
 AW1591
 AW1591                          STATION RECOVERY (2005)
 AW1591
 AW1591'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1591'NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2550 ***********************************************************************
 AW2550  DESIGNATION -  G 1139
 AW2550  PID         -  AW2550
 AW2550  STATE/COUNTY-  TX/CHAMBERS
 AW2550  USGS QUAD   -  STOWELL (1993)
 AW2550
 AW2550                         *CURRENT SURVEY CONTROL
 AW2550  ___________________________________________________________________
 AW2550* NAD 83(1986)-  29 45 22.     (N)    094 29 57.     (W)     SCALED    
 AW2550* NAVD 88     -         6.28   (+/-2cm)      20.6    (feet)  VERTCON   
 AW2550  ___________________________________________________________________
 AW2550  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2550
 AW2550  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2550
 AW2550.The horizontal coordinates were scaled from a topographic map and have
 AW2550.an estimated accuracy of +/- 6 seconds.
 AW2550
 AW2550.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2550.The vertical order pertains to the NGVD 29 superseded value.
 AW2550
 AW2550.The geoid height was determined by GEOID03.
 AW2550
 AW2550;                    North         East    Units  Estimated Accuracy
 AW2550;SPC TXSC     - 4,221,470.    1,035,170.      MT  (+/- 180 meters Scaled)
 AW2550
 AW2550                          SUPERSEDED SURVEY CONTROL
 AW2550
 AW2550  NGVD 29 (??/??/92)    6.277  (m)           20.59   (f) ADJ UNCH    1 2
 AW2550
 AW2550.Superseded values are not recommended for survey control.
 AW2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2550.See file dsdata.txt to determine how the superseded data were derived.
 AW2550
 AW2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN550927(NAD 83)
 AW2550_MARKER: DB = BENCH MARK DISK
 AW2550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2550_SP_SET: 48 FT.
 AW2550_STAMPING: G 1139 1959
 AW2550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2550
 AW2550  HISTORY     - Date     Condition        Report By
 AW2550  HISTORY     - 1959     MONUMENTED       CGS
 AW2550  HISTORY     - 19950803 GOOD             USPSQD
 AW2550  HISTORY     - 19960913 MARK NOT FOUND   USPSQD
 AW2550  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2550  HISTORY     - 20030211 MARK NOT FOUND   USPSQD
 AW2550  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2550  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2550
 AW2550                          STATION DESCRIPTION
 AW2550
 AW2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2550'7.9 MI SE FROM MONROE CITY.
 AW2550'ABOUT 5.45 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POST OFFICE AT
 AW2550'MONROE CITY, THENCE ABOUT 2.45 MILES SOUTH ALONG FARM ROAD 1941, 297
 AW2550'FEET WEST OF THE CENTER LINE OF THE ROAD, 230 FEET SOUTH OF THE SOUTH
 AW2550'BANK OF THE LONE STAR CANAL, 68 FEET SOUTH OF THE CENTER LINE OF A
 AW2550'PRIVATE DRIVEWAY, 5 1/2 FEET EAST OF A POWER POLE, ABOUT LEVEL WITH
 AW2550'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 AW2550'DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A 6-INCH CONCRETE TILE
 AW2550'PROJECTING 4 INCHES.
 AW2550
 AW2550                          STATION RECOVERY (1995)
 AW2550
 AW2550'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2550'RECOVERED IN GOOD CONDITION.
 AW2550
 AW2550                          STATION RECOVERY (1996)
 AW2550
 AW2550'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2550'MARK NOT FOUND.
 AW2550
 AW2550                          STATION RECOVERY (2001)
 AW2550
 AW2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2550'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2550
 AW2550                          STATION RECOVERY (2003)
 AW2550
 AW2550'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2550'MARK NOT FOUND.
 AW2550
 AW2550                          STATION RECOVERY (2004)
 AW2550
 AW2550'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2550'MARK NOT FOUND.
 AW2550
 AW2550                          STATION RECOVERY (2005)
 AW2550
 AW2550'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0508 ***********************************************************************
 BL0508  DESIGNATION -  G 1140
 BL0508  PID         -  BL0508
 BL0508  STATE/COUNTY-  TX/LIBERTY
 BL0508  USGS QUAD   -  LIBERTY (1984)
 BL0508
 BL0508                         *CURRENT SURVEY CONTROL
 BL0508  ___________________________________________________________________
 BL0508* NAD 83(1986)-  30 00 19.     (N)    094 45 36.     (W)     SCALED    
 BL0508* NAVD 88     -         6.02   (+/-2cm)      19.8    (feet)  VERTCON   
 BL0508  ___________________________________________________________________
 BL0508  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0508
 BL0508  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0508
 BL0508.The horizontal coordinates were scaled from a topographic map and have
 BL0508.an estimated accuracy of +/- 6 seconds.
 BL0508
 BL0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0508.The vertical order pertains to the NGVD 29 superseded value.
 BL0508
 BL0508.The geoid height was determined by GEOID03.
 BL0508
 BL0508;                    North         East    Units  Estimated Accuracy
 BL0508;SPC TX C     - 3,051,010.    1,237,510.      MT  (+/- 180 meters Scaled)
 BL0508
 BL0508                          SUPERSEDED SURVEY CONTROL
 BL0508
 BL0508  NGVD 29 (??/??/92)    6.028  (m)           19.78   (f) ADJ UNCH    1 2
 BL0508
 BL0508.Superseded values are not recommended for survey control.
 BL0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0508.See file dsdata.txt to determine how the superseded data were derived.
 BL0508
 BL0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP302206(NAD 83)
 BL0508_MARKER: DB = BENCH MARK DISK
 BL0508_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0508_SP_SET: 48 FT.
 BL0508_STAMPING: G 1140 1959
 BL0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0508
 BL0508  HISTORY     - Date     Condition        Report By
 BL0508  HISTORY     - 1959     MONUMENTED       CGS
 BL0508  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0508  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 BL0508  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BL0508  HISTORY     - 20050515 MARK NOT FOUND   USPSQD
 BL0508
 BL0508                          STATION DESCRIPTION
 BL0508
 BL0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BL0508'5.2 MI SE FROM LIBERTY.
 BL0508'ABOUT 0.8 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE TEXAS AND NEW
 BL0508'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 4.4 MILES SOUTHEAST
 BL0508'ALONG FARM ROAD 563, ABOUT MIDWAY BETWEEN 2 CURVES IN THE ROAD, 251
 BL0508'FEET NORTH OF THE CENTER LINE OF THE ROAD, 129 FEET WEST OF THE
 BL0508'NORTHWEST CORNER OF A HOUSE, 23.7 FEET SOUTH OF A FENCE CORNER POST,
 BL0508'5.4 FEET NORTH OF A POWER POLE, 1.4 FEET EAST OF A FENCE, ABOUT 0.8
 BL0508'FEET BELOW THE LEVEL OF THE GROUND, AND ON THE TOP OF A 5/8-INCH
 BL0508'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED
 BL0508'IN A TILE ABOUT 0.8 FOOT BELOW THE LEVEL OF THE GROUND.
 BL0508
 BL0508                          STATION RECOVERY (1977)
 BL0508
 BL0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0508'MARK NOT FOUND.
 BL0508
 BL0508                          STATION RECOVERY (1996)
 BL0508
 BL0508'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0508'MARK NOT FOUND.
 BL0508
 BL0508                          STATION RECOVERY (2003)
 BL0508
 BL0508'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0508'MARK NOT FOUND.
 BL0508
 BL0508                          STATION RECOVERY (2005)
 BL0508
 BL0508'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0096 ***********************************************************************
 AH0096  DESIGNATION -  G 1141
 AH0096  PID         -  AH0096
 AH0096  STATE/COUNTY-  TX/SAN PATRICIO
 AH0096  USGS QUAD   -  GREGORY (1975)
 AH0096
 AH0096                         *CURRENT SURVEY CONTROL
 AH0096  ___________________________________________________________________
 AH0096* NAD 83(1986)-  27 53 46.     (N)    097 18 27.     (W)     SCALED    
 AH0096* NAVD 88     -        10.414  (meters)      34.17   (feet)  ADJUSTED  
 AH0096  ___________________________________________________________________
 AH0096  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH0096  DYNAMIC HT  -          10.398 (meters)      34.11  (feet)  COMP
 AH0096  MODELED GRAV-     979,136.1   (mgal)                       NAVD 88
 AH0096
 AH0096  VERT ORDER  -  FIRST     CLASS I
 AH0096
 AH0096.The horizontal coordinates were scaled from a topographic map and have
 AH0096.an estimated accuracy of +/- 6 seconds.
 AH0096
 AH0096.The orthometric height was determined by differential leveling
 AH0096.and adjusted by the National Geodetic Survey in June 1991..
 AH0096
 AH0096.The geoid height was determined by GEOID03.
 AH0096
 AH0096.The dynamic height is computed by dividing the NAVD 88
 AH0096.geopotential number by the normal gravity value computed on the
 AH0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0096.degrees latitude (g = 980.6199 gals.).
 AH0096
 AH0096.The modeled gravity was interpolated from observed gravity values.
 AH0096
 AH0096;                    North         East    Units  Estimated Accuracy
 AH0096;SPC TX S     - 5,247,570.      417,410.      MT  (+/- 180 meters Scaled)
 AH0096
 AH0096                          SUPERSEDED SURVEY CONTROL
 AH0096
 AH0096  NGVD 29 (??/??/92)   10.597  (m)           34.77   (f) ADJ UNCH    1 1
 AH0096
 AH0096.Superseded values are not recommended for survey control.
 AH0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0096.See file dsdata.txt to determine how the superseded data were derived.
 AH0096
 AH0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR665868(NAD 83)
 AH0096_MARKER: DB = BENCH MARK DISK
 AH0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0096_SP_SET: WALL
 AH0096_STAMPING: G 1141 1959
 AH0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0096
 AH0096  HISTORY     - Date     Condition        Report By
 AH0096  HISTORY     - 1959     MONUMENTED       CGS
 AH0096  HISTORY     - 1978     GOOD             NGS
 AH0096  HISTORY     - 1984     GOOD             USPSQD
 AH0096  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0096
 AH0096                          STATION DESCRIPTION
 AH0096
 AH0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0096'1.3 MI NE FROM PORTLAND.
 AH0096'ABOUT 1.3 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0096'FROM THE CITY WATER TANK AT PORTLAND, OR 2.1 MILES SOUTHWEST ALONG THE
 AH0096'TEXAS AND NEW ORLEANS RAILROAD FROM THE STATION AT GREGORY, 6 1/2
 AH0096'POLES SOUTH-SOUTHWEST OF MILEPOST 140, IN THE TOP OF THE
 AH0096'NORTH-NORTHEAST END OF OF THE EAST-SOUTHEAST HEAD WALL OF A 5 CHANNEL
 AH0096'CONCRETE CULVERT UNDER THE HIGHWAY, 52 1/2 FEET WEST-NORTHWEST OF THE
 AH0096'WEST-NORTHWEST RAIL, 22 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE
 AH0096'EAST-SOUTHEAST TRAFFIC LANE OF U.S. HIGHWAY 181, 51 FEET
 AH0096'WEST-NORTHWEST CORNER OF A TRESTLE, ABOUT LEVEL WITH THE HIGHWAY AND
 AH0096'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 AH0096
 AH0096                          STATION RECOVERY (1978)
 AH0096
 AH0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0096'RECOVERED IN GOOD CONDITION.
 AH0096
 AH0096                          STATION RECOVERY (1984)
 AH0096
 AH0096'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0096'LOCATED AT THE OLD PORTLAND WATER TANK. THERE IS A NEW WATER TANK
 AH0096'VERY CLOSE TO THIS BENCH MARK NOW.
 AH0096
 AH0096                          STATION RECOVERY (1995)
 AH0096
 AH0096'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0193 ***********************************************************************
 AH0193  DESIGNATION -  G 1142
 AH0193  PID         -  AH0193
 AH0193  STATE/COUNTY-  TX/SAN PATRICIO
 AH0193  USGS QUAD   -  TAFT (1975)
 AH0193
 AH0193                         *CURRENT SURVEY CONTROL
 AH0193  ___________________________________________________________________
 AH0193* NAD 83(1986)-  27 59 06.     (N)    097 23 00.     (W)     SCALED    
 AH0193* NAVD 88     -        14.220  (meters)      46.65   (feet)  ADJUSTED  
 AH0193  ___________________________________________________________________
 AH0193  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AH0193  DYNAMIC HT  -          14.198 (meters)      46.58  (feet)  COMP
 AH0193  MODELED GRAV-     979,135.9   (mgal)                       NAVD 88
 AH0193
 AH0193  VERT ORDER  -  FIRST     CLASS II
 AH0193
 AH0193.The horizontal coordinates were scaled from a topographic map and have
 AH0193.an estimated accuracy of +/- 6 seconds.
 AH0193
 AH0193.The orthometric height was determined by differential leveling
 AH0193.and adjusted by the National Geodetic Survey in June 1991..
 AH0193
 AH0193.The geoid height was determined by GEOID03.
 AH0193
 AH0193.The dynamic height is computed by dividing the NAVD 88
 AH0193.geopotential number by the normal gravity value computed on the
 AH0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0193.degrees latitude (g = 980.6199 gals.).
 AH0193
 AH0193.The modeled gravity was interpolated from observed gravity values.
 AH0193
 AH0193;                    North         East    Units  Estimated Accuracy
 AH0193;SPC TX S     - 5,257,350.      409,860.      MT  (+/- 180 meters Scaled)
 AH0193
 AH0193                          SUPERSEDED SURVEY CONTROL
 AH0193
 AH0193  NGVD 29 (??/??/92)   14.399  (m)           47.24   (f) ADJ UNCH    1 2
 AH0193
 AH0193.Superseded values are not recommended for survey control.
 AH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0193.See file dsdata.txt to determine how the superseded data were derived.
 AH0193
 AH0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR589965(NAD 83)
 AH0193_MARKER: DB = BENCH MARK DISK
 AH0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0193_SP_SET: FOUNDATION
 AH0193_STAMPING: G 1142 1959
 AH0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0193
 AH0193  HISTORY     - Date     Condition        Report By
 AH0193  HISTORY     - 1959     MONUMENTED       CGS
 AH0193  HISTORY     - 1978     GOOD             NGS
 AH0193  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0193  HISTORY     - 19950610 GOOD             USPSQD
 AH0193
 AH0193                          STATION DESCRIPTION
 AH0193
 AH0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0193'1.15 MI NE FROM TAFT.
 AH0193'ABOUT 0.2 MILE EAST ALONG U. S. HIGHWAY 181 FROM THE TEXAS AND NEW
 AH0193'ORLEANS RAILROAD STATION AT TAFT, THENCE ABOUT 0.8 MILE NORTH ALONG
 AH0193'TUTT AVENUE, THENCE ABOUT 0.15 MILE EAST ALONG A PAVED ROAD, AT THE
 AH0193'WORSHAM AIRPORT, IN THE TOP OF THE CONCRETE FOUNDATION OF THE HANGAR,
 AH0193'1.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 AH0193
 AH0193                          STATION RECOVERY (1978)
 AH0193
 AH0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0193'RECOVERED IN GOOD CONDITION.
 AH0193
 AH0193                          STATION RECOVERY (1984)
 AH0193
 AH0193'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0193'MARK NOT FOUND.
 AH0193
 AH0193                          STATION RECOVERY (1995)
 AH0193
 AH0193'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0084 ***********************************************************************
 AW0084  DESIGNATION -  G 1143
 AW0084  PID         -  AW0084
 AW0084  STATE/COUNTY-  TX/BRAZORIA
 AW0084  USGS QUAD   -  LAKE JACKSON (1974)
 AW0084
 AW0084                         *CURRENT SURVEY CONTROL
 AW0084  ___________________________________________________________________
 AW0084* NAD 83(1986)-  29 06 33.     (N)    095 25 48.     (W)     SCALED    
 AW0084* NAVD 88     -         5.26   (+/-2cm)      17.3    (feet)  VERTCON   
 AW0084  ___________________________________________________________________
 AW0084  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW0084
 AW0084  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0084
 AW0084.The horizontal coordinates were scaled from a topographic map and have
 AW0084.an estimated accuracy of +/- 6 seconds.
 AW0084
 AW0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0084.The vertical order pertains to the NGVD 29 superseded value.
 AW0084
 AW0084.The geoid height was determined by GEOID03.
 AW0084
 AW0084;                    North         East    Units  Estimated Accuracy
 AW0084;SPC TXSC     - 4,146,700.      947,390.      MT  (+/- 180 meters Scaled)
 AW0084
 AW0084                          SUPERSEDED SURVEY CONTROL
 AW0084
 AW0084  NGVD 29 (??/??/92)    5.276  (m)           17.31   (f) ADJ UNCH    1 1
 AW0084
 AW0084.Superseded values are not recommended for survey control.
 AW0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0084.See file dsdata.txt to determine how the superseded data were derived.
 AW0084
 AW0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN635225(NAD 83)
 AW0084_MARKER: DB = BENCH MARK DISK
 AW0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0084_STAMPING: G 1143 1959
 AW0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0084+STABILITY: SURFACE MOTION
 AW0084
 AW0084  HISTORY     - Date     Condition        Report By
 AW0084  HISTORY     - 1959     MONUMENTED       CGS
 AW0084  HISTORY     - 1973     GOOD             NGS
 AW0084  HISTORY     - 1978     GOOD             NGS
 AW0084  HISTORY     - 1980     GOOD             LOCSUR
 AW0084  HISTORY     - 1989     GOOD             USPSQD
 AW0084  HISTORY     - 19980425 GOOD             USPSQD
 AW0084
 AW0084                          STATION DESCRIPTION
 AW0084
 AW0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0084'3.45 MI S FROM ANGLETON.
 AW0084'3.45 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AW0084'AT ANGLETON, 0.2 MILE SOUTH OF THE CROSSING OF COUNTY ROAD 288, 0.05
 AW0084'MILE NORTH OF THE JUNCTION OF COUNTY ROAD 288 AND COUNTY ROAD 698
 AW0084'WEST, 16-3/4 POLES SOUTH OF AND ACROSS THE TRACK FROM MILEPOLE 3,
 AW0084'109.7 FEET WEST AND ACROSS ROAD 288 FROM THE WEST RAIL, 38 1/2 FEET
 AW0084'WEST OF THE CENTER LINE OF COUNTY ROAD 288, 19 1/2 FEET NORTH OF THE
 AW0084'CENTER LINE OF A DRIVEWAY TO A BRICK HOUSE, 5 1/2 FEET WEST OF A T
 AW0084'JUNCTION POWER POLE BEARING A TRANSFORMER, 56.3 FEET NORTHEAST OF THE
 AW0084'NORTHEAST CORNER OF THE HOUSE, 28 FEET EAST OF A POWER POLE WITH TWO
 AW0084'GUY WIRES, 16.0 FEET NORTHWEST OF THE CENTER OF A 24-INCH PIPE
 AW0084'CULVERT, 2 1/2 FEET SOUTH OF A FENCE POST, ABOUT 2 FEET LOWER THAN THE
 AW0084'TRACK AND LEVEL WITH THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE
 AW0084'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AW0084
 AW0084                          STATION RECOVERY (1978)
 AW0084
 AW0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0084'RECOVERED IN GOOD CONDITION.
 AW0084
 AW0084                          STATION RECOVERY (1980)
 AW0084
 AW0084'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AW0084'RECOVERED IN GOOD CONDITION.
 AW0084
 AW0084                          STATION RECOVERY (1989)
 AW0084
 AW0084'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0084'RECOVERED IN GOOD CONDITION.
 AW0084
 AW0084                          STATION RECOVERY (1998)
 AW0084
 AW0084'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3169 ***********************************************************************
 AW3169  DESIGNATION -  G 1145
 AW3169  PID         -  AW3169
 AW3169  STATE/COUNTY-  TX/CHAMBERS
 AW3169  USGS QUAD   -  MONROE CITY (1994)
 AW3169
 AW3169                         *CURRENT SURVEY CONTROL
 AW3169  ___________________________________________________________________
 AW3169* NAD 83(1986)-  29 51 33.     (N)    094 33 29.     (W)     SCALED    
 AW3169* NAVD 88     -         9.55   (+/-2cm)      31.3    (feet)  VERTCON   
 AW3169  ___________________________________________________________________
 AW3169  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW3169
 AW3169  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3169
 AW3169.The horizontal coordinates were scaled from a topographic map and have
 AW3169.an estimated accuracy of +/- 6 seconds.
 AW3169
 AW3169.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3169.The vertical order pertains to the NGVD 29 superseded value.
 AW3169
 AW3169.The geoid height was determined by GEOID03.
 AW3169
 AW3169;                    North         East    Units  Estimated Accuracy
 AW3169;SPC TXSC     - 4,232,670.    1,029,050.      MT  (+/- 180 meters Scaled)
 AW3169
 AW3169                          SUPERSEDED SURVEY CONTROL
 AW3169
 AW3169  NGVD 29 (??/??/92)    9.554  (m)           31.35   (f) ADJ UNCH    1 2
 AW3169
 AW3169.Superseded values are not recommended for survey control.
 AW3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3169.See file dsdata.txt to determine how the superseded data were derived.
 AW3169
 AW3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP495041(NAD 83)
 AW3169_MARKER: DB = BENCH MARK DISK
 AW3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3169_STAMPING: G 1145 1959
 AW3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3169+STABILITY: SURFACE MOTION
 AW3169
 AW3169  HISTORY     - Date     Condition        Report By
 AW3169  HISTORY     - 1959     MONUMENTED       CGS
 AW3169  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 AW3169  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3169  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3169
 AW3169                          STATION DESCRIPTION
 AW3169
 AW3169'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3169'4.25 MI E FROM HANKAMER.
 AW3169'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 61 FROM THE NEW GRADE SCHOOL
 AW3169'AT HANKAMER, THENCE ABOUT 4.05 MILES EAST ALONG FARM ROAD 1663, ABOUT
 AW3169'0.15 MILE WEST OF A CONCRETE BRIDGE OVER AN IRRIGATION CANAL, 70 FEET
 AW3169'NORTH OF THE CENTER LINE OF THE ROAD, 132 FEET EAST OF THE EXTENDED
 AW3169'CENTER LINE OF THE MOST EASTERLY ENTRANCE TO THE TEXAS EASTERN GAS
 AW3169'BOOSTER STATION, 84 FEET SOUTH OF A GAS LINE MARKER, 24 FEET NORTH OF
 AW3169'A POWER POLE, 23 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE,
 AW3169'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 AW3169'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW3169
 AW3169                          STATION RECOVERY (1996)
 AW3169
 AW3169'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3169'MARK NOT FOUND.
 AW3169
 AW3169                          STATION RECOVERY (2001)
 AW3169
 AW3169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3169'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3169
 AW3169                          STATION RECOVERY (2004)
 AW3169
 AW3169'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1537 ***********************************************************************
 AW1537  DESIGNATION -  G 1146
 AW1537  PID         -  AW1537
 AW1537  STATE/COUNTY-  TX/HARRIS
 AW1537  USGS QUAD   -  LA PORTE (1982)
 AW1537
 AW1537                         *CURRENT SURVEY CONTROL
 AW1537  ___________________________________________________________________
 AW1537* NAD 83(1986)-  29 42 50.     (N)    095 00 02.     (W)     SCALED    
 AW1537* NAVD 88     -         5.970  (meters)      19.59   (feet)  ADJUSTED  
 AW1537  ___________________________________________________________________
 AW1537  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1537  DYNAMIC HT  -           5.962 (meters)      19.56  (feet)  COMP
 AW1537  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 AW1537  OBS GRAVITY -     979,282.9   (mgal)                       GRAV_OBS
 AW1537
 AW1537  VERT ORDER  -  FIRST     CLASS I
 AW1537
 AW1537.The horizontal coordinates were scaled from a topographic map and have
 AW1537.an estimated accuracy of +/- 6 seconds.
 AW1537
 AW1537.The orthometric height was determined by differential leveling
 AW1537.and adjusted by the National Geodetic Survey in June 1991..
 AW1537
 AW1537.The geoid height was determined by GEOID03.
 AW1537
 AW1537.The dynamic height is computed by dividing the NAVD 88
 AW1537.geopotential number by the normal gravity value computed on the
 AW1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1537.degrees latitude (g = 980.6199 gals.).
 AW1537
 AW1537.The modeled gravity was interpolated from observed gravity values.
 AW1537.The observed gravity was obtained from relative gravimeter ties
 AW1537.to the IGSN71 gravity network.
 AW1537
 AW1537;                    North         East    Units  Estimated Accuracy
 AW1537;SPC TXSC     - 4,215,030.      986,870.      MT  (+/- 180 meters Scaled)
 AW1537
 AW1537                          SUPERSEDED SURVEY CONTROL
 AW1537
 AW1537  NGVD 29 (12/23/87)    5.967  (m)           19.58   (f) ADJUSTED    1 1
 AW1537
 AW1537.Superseded values are not recommended for survey control.
 AW1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1537.See file dsdata.txt to determine how the superseded data were derived.
 AW1537
 AW1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN064887(NAD 83)
 AW1537_MARKER: DD = SURVEY DISK
 AW1537_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1537_SP_SET: BRIDGE ABUTMENT
 AW1537_STAMPING: G 1146 1959
 AW1537_MARK LOGO: TXHD  
 AW1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1537
 AW1537  HISTORY     - Date     Condition        Report By
 AW1537  HISTORY     - UNK      MONUMENTED       TXHD
 AW1537  HISTORY     - 1973     GOOD             NGS
 AW1537  HISTORY     - 1976     GOOD             NGS
 AW1537  HISTORY     - 1976     GOOD             NGS
 AW1537  HISTORY     - 1978     GOOD             NGS
 AW1537  HISTORY     - 1983     GOOD             NGS
 AW1537  HISTORY     - 1986     GOOD             USPSQD
 AW1537  HISTORY     - 1986     GOOD             NGS
 AW1537  HISTORY     - 1987     GOOD             USPSQD
 AW1537  HISTORY     - 1988     GOOD             USPSQD
 AW1537  HISTORY     - 1989     GOOD             USPSQD
 AW1537  HISTORY     - 1989     GOOD             USPSQD
 AW1537  HISTORY     - 1989     GOOD             USPSQD
 AW1537  HISTORY     - 19980114 GOOD             USPSQD
 AW1537  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1537
 AW1537                          STATION DESCRIPTION
 AW1537
 AW1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1537'3.05 MI SW FROM BAYTOWN.
 AW1537'ABOUT 0.15 MILE EAST ALONG W. DEFEE ST. FROM POST OFFICE AT BAYTOWN,
 AW1537'THENCE 0.8 MILE SOUTH ALONG S. MAIN ST., THENCE 0.5 MILE WEST ALONG W.
 AW1537'MAIN ST., THENCE 0.45 MILE SOUTH ALONG LEE DR., THENCE 1.15 MILE
 AW1537'SOUTHWEST ALONG STATE HWY. 146, SET IN THE TOP OF THE NORTHWEST OF THE
 AW1537'SOUTHWEST CONCRETE ABUTMENT OF AN OVERPASS OF LOOP 201, 15 FEET
 AW1537'NORTHWEST OF THE HIGHWAY, AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE
 AW1537'HIGHWAY.
 AW1537
 AW1537                          STATION RECOVERY (1976)
 AW1537
 AW1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1537'RECOVERED IN GOOD CONDITION.
 AW1537
 AW1537                          STATION RECOVERY (1976)
 AW1537
 AW1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1537'RECOVERED IN GOOD CONDITION.
 AW1537
 AW1537                          STATION RECOVERY (1978)
 AW1537
 AW1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1537'RECOVERED IN GOOD CONDITION.
 AW1537
 AW1537                          STATION RECOVERY (1983)
 AW1537
 AW1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1537'RECOVERED IN GOOD CONDITION.
 AW1537
 AW1537                          STATION RECOVERY (1986)
 AW1537
 AW1537'RECOVERY NOTE BY US POWER SQUADRON 1986 (CAC)
 AW1537'RECOVERED IN GOOD CONDITION.
 AW1537
 AW1537                          STATION RECOVERY (1986)
 AW1537
 AW1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1537'RECOVERED IN GOOD CONDITION.
 AW1537
 AW1537                          STATION RECOVERY (1987)
 AW1537
 AW1537'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1537'RECOVERED IN GOOD CONDITION.
 AW1537
 AW1537                          STATION RECOVERY (1988)
 AW1537
 AW1537'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1537'RECOVERED IN GOOD CONDITION.
 AW1537
 AW1537                          STATION RECOVERY (1989)
 AW1537
 AW1537'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1537'RECOVERED IN GOOD CONDITION.
 AW1537
 AW1537                          STATION RECOVERY (1989)
 AW1537
 AW1537'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1537'RECOVERED IN GOOD CONDITION.
 AW1537
 AW1537                          STATION RECOVERY (1989)
 AW1537
 AW1537'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1537'RECOVERED IN GOOD CONDITION.
 AW1537
 AW1537                          STATION RECOVERY (1998)
 AW1537
 AW1537'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1537'RECOVERED IN GOOD CONDITION.
 AW1537
 AW1537                          STATION RECOVERY (2001)
 AW1537
 AW1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1537'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1546 ***********************************************************************
 AW1546  DESIGNATION -  G 1148
 AW1546  PID         -  AW1546
 AW1546  STATE/COUNTY-  TX/HARRIS
 AW1546  USGS QUAD   -  LA PORTE (1982)
 AW1546
 AW1546                         *CURRENT SURVEY CONTROL
 AW1546  ___________________________________________________________________
 AW1546* NAD 83(1986)-  29 42 07.     (N)    095 01 13.     (W)     SCALED    
 AW1546* NAVD 88     -         2.46   (+/-2cm)       8.1    (feet)  VERTCON   
 AW1546  ___________________________________________________________________
 AW1546  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1546  OBS GRAVITY -     979,283.2   (mgal)                       GRAV_OBS
 AW1546
 AW1546  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1546
 AW1546.The horizontal coordinates were scaled from a topographic map and have
 AW1546.an estimated accuracy of +/- 6 seconds.
 AW1546
 AW1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1546.The vertical order pertains to the NGVD 29 superseded value.
 AW1546
 AW1546.The geoid height was determined by GEOID03.
 AW1546.The observed gravity was obtained from relative gravimeter ties
 AW1546.to the IGSN71 gravity network.
 AW1546
 AW1546;                    North         East    Units  Estimated Accuracy
 AW1546;SPC TXSC     - 4,213,640.      985,010.      MT  (+/- 180 meters Scaled)
 AW1546
 AW1546                          SUPERSEDED SURVEY CONTROL
 AW1546
 AW1546  NGVD 29 (??/??/??)    2.453  (m)            8.05   (f) ADJUSTED    1 1
 AW1546
 AW1546.Superseded values are not recommended for survey control.
 AW1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1546.See file dsdata.txt to determine how the superseded data were derived.
 AW1546
 AW1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN045874(NAD 83)
 AW1546_MARKER: DB = BENCH MARK DISK
 AW1546_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1546_SP_SET: 80 FT.
 AW1546_STAMPING: G 1148 1959
 AW1546_MARK LOGO: CGS   
 AW1546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1546
 AW1546  HISTORY     - Date     Condition        Report By
 AW1546  HISTORY     - 1959     MONUMENTED       CGS
 AW1546  HISTORY     - 1973     GOOD             NGS
 AW1546  HISTORY     - 1976     GOOD             NGS
 AW1546  HISTORY     - 1976     GOOD             NGS
 AW1546  HISTORY     - 1978     GOOD             NGS
 AW1546  HISTORY     - 1983     GOOD             NGS
 AW1546  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1546  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1546  HISTORY     - 19980114 MARK NOT FOUND   USPSQD
 AW1546  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1546
 AW1546                          STATION DESCRIPTION
 AW1546
 AW1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1546'IN BAYTOWN-LA PORTE TUNNEL.
 AW1546'ABOUT 0.15 MILE NORTHEAST ALONG THE SERVICE ROAD FROM THE SOUTHWEST
 AW1546'ENTRANCE TO THE BAYTOWN-LA PORTE TUNNEL, 131 FEET EAST-SOUTHEAST OF
 AW1546'THE CENTER LINE OF AN ASPHALT ROAD FORMING A U TURN OVER THE TUNNEL,
 AW1546'ABOUT 400 FEET SOUTHWEST OF A HIGH-WATER LINE OF THE CHANNEL, 211 FEET
 AW1546'NORTHEAST OF THE CENTER LINE OF A SHELL ROAD AND A METAL GATE, 58 FEET
 AW1546'SOUTHWEST OF A POWER POLE, 3.7 FEET SOUTHEAST OF A FENCE, AND IS A
 AW1546'DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD WHICH PROJECTS 2
 AW1546'INCHES AND PROTECTED BY A 6-INCH TERRA-COTTA PIPE WHICH PROJECTS 4
 AW1546'INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 80 FEET.
 AW1546
 AW1546                          STATION RECOVERY (1976)
 AW1546
 AW1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1546'RECOVERED IN GOOD CONDITION.
 AW1546
 AW1546                          STATION RECOVERY (1976)
 AW1546
 AW1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1546'RECOVERED IN GOOD CONDITION.
 AW1546
 AW1546                          STATION RECOVERY (1978)
 AW1546
 AW1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1546'RECOVERED IN GOOD CONDITION.
 AW1546
 AW1546                          STATION RECOVERY (1983)
 AW1546
 AW1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1546'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 58 FEET SOUTHWEST OF A
 AW1546'POWER POLE.
 AW1546
 AW1546                          STATION RECOVERY (1987)
 AW1546
 AW1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1546'NOT RECOVERED, NO EVIDENCE OF THE MARK WAS FOUND.
 AW1546
 AW1546                          STATION RECOVERY (1989)
 AW1546
 AW1546'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1546'MARK NOT FOUND.
 AW1546
 AW1546                          STATION RECOVERY (1998)
 AW1546
 AW1546'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1546'MARK NOT FOUND.
 AW1546
 AW1546                          STATION RECOVERY (2001)
 AW1546
 AW1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1546'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0310 ***********************************************************************
 AW0310  DESIGNATION -  G 1149
 AW0310  PID         -  AW0310
 AW0310  STATE/COUNTY-  TX/HARRIS
 AW0310  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0310
 AW0310                         *CURRENT SURVEY CONTROL
 AW0310  ___________________________________________________________________
 AW0310* NAD 83(1986)-  29 47 04.     (N)    095 28 48.     (W)     SCALED    
 AW0310* NAVD 88     -        20.403  (meters)      66.94   (feet)  ADJUSTED  
 AW0310  ___________________________________________________________________
 AW0310  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW0310  DYNAMIC HT  -          20.375 (meters)      66.85  (feet)  COMP
 AW0310  MODELED GRAV-     979,284.1   (mgal)                       NAVD 88
 AW0310  OBS GRAVITY -     979,284.2   (mgal)                       GRAV_OBS
 AW0310
 AW0310  VERT ORDER  -  FIRST     CLASS I
 AW0310
 AW0310.The horizontal coordinates were scaled from a topographic map and have
 AW0310.an estimated accuracy of +/- 6 seconds.
 AW0310
 AW0310.The orthometric height was determined by differential leveling
 AW0310.and adjusted by the National Geodetic Survey in June 1991..
 AW0310
 AW0310.The geoid height was determined by GEOID03.
 AW0310
 AW0310.The dynamic height is computed by dividing the NAVD 88
 AW0310.geopotential number by the normal gravity value computed on the
 AW0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0310.degrees latitude (g = 980.6199 gals.).
 AW0310
 AW0310.The modeled gravity was interpolated from observed gravity values.
 AW0310.The observed gravity was obtained from relative gravimeter ties
 AW0310.to the IGSN71 gravity network.
 AW0310
 AW0310;                    North         East    Units  Estimated Accuracy
 AW0310;SPC TXSC     - 4,221,360.      940,280.      MT  (+/- 180 meters Scaled)
 AW0310
 AW0310                          SUPERSEDED SURVEY CONTROL
 AW0310
 AW0310  NGVD 29 (12/23/87)   20.397  (m)           66.92   (f) ADJUSTED    1 1
 AW0310
 AW0310.Superseded values are not recommended for survey control.
 AW0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0310.See file dsdata.txt to determine how the superseded data were derived.
 AW0310
 AW0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN602974(NAD 83)
 AW0310_MARKER: DB = BENCH MARK DISK
 AW0310_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0310_SP_SET: COPPER-CLAD STEEL ROD
 AW0310_STAMPING: G 1149 1959
 AW0310_MARK LOGO: CGS   
 AW0310_PROJECTION: PROJECTING 6 CENTIMETERS
 AW0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0310+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW0310_ROD/PIPE-DEPTH: 10.0 meters
 AW0310
 AW0310  HISTORY     - Date     Condition        Report By
 AW0310  HISTORY     - 1959     MONUMENTED       CGS
 AW0310  HISTORY     - 1973     GOOD             NGS
 AW0310  HISTORY     - 1976     GOOD             NGS
 AW0310  HISTORY     - 1976     GOOD             NGS
 AW0310  HISTORY     - 1978     GOOD             NGS
 AW0310  HISTORY     - 1983     GOOD             NGS
 AW0310  HISTORY     - 1986     GOOD             NGS
 AW0310  HISTORY     - 1990     GOOD             USPSQD
 AW0310  HISTORY     - 19931023 GOOD             USPSQD
 AW0310  HISTORY     - 20040413 GOOD             USPSQD
 AW0310
 AW0310                          STATION DESCRIPTION
 AW0310
 AW0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0310'9.8 MI E FROM ADDICKS.
 AW0310'ABOUT 9.8 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0310'RAILROAD OVERPASS OVER STATE HIGHWAY 6, AT THE WIRT SUBSTATION OF THE
 AW0310'HOUSTON LIGHTING AND POWER CO., 0.1 MILE WEST OF THE ENTRANCE TO
 AW0310'WOODLAWN CEMETERY, ABOUT 1.8 FEET SOUTH OF THE SOUTH CHAIN LINK FENCE
 AW0310'SURROUNDING THE WIRT SUBSTATION, 45.7 FEET NORTH OF THE NORTH RAIL,
 AW0310'106 FEET EAST OF THE CENTER LINE OF A ROAD LEADING TO THE SOUTHERN
 AW0310'WAREHOUSE CORP., SET MIDWAY BETWEEN THE TWO EAST LEGS OF A STEEL POWER
 AW0310'LINE TOWER, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 AW0310'THE LEVEL OF THE TRACKS, AND IS A DISK SET ON THE TOP OF A 5/8-INCH
 AW0310'COPPER COATED STEEL ROD AND PROTECTED BY A 6-INCH CONCRETE TILE
 AW0310'PROJECTING 0.4 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 33 FEET.
 AW0310
 AW0310                          STATION RECOVERY (1976)
 AW0310
 AW0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0310'RECOVERED IN GOOD CONDITION.
 AW0310
 AW0310                          STATION RECOVERY (1976)
 AW0310
 AW0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0310'RECOVERED IN GOOD CONDITION.
 AW0310
 AW0310                          STATION RECOVERY (1978)
 AW0310
 AW0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0310'RECOVERED IN GOOD CONDITION.
 AW0310
 AW0310                          STATION RECOVERY (1983)
 AW0310
 AW0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0310'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0310'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0310'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0310'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0310'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 12.6 KM (7.85 MI)
 AW0310'WEST-NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD TO THE WIRT
 AW0310'SUBSTATION OF THE HOUSTON LIGHTING AND POWER COMPANY, 0.2 KM (0.1 MI)
 AW0310'WEST OF THE ENTRANCE TO THE WOODLAWN CEMETERY, SET MIDWAY BETWEEN THE
 AW0310'TWO EAST LEGS OF A STEEL POWERLINE TOWER, 13.8 METERS (45.7 FT) NORTH
 AW0310'OF THE NORTH RAIL, 32.3 METERS (106.0 FT) EAST OF THE CENTERLINE OF A
 AW0310'ROAD LEADING TO THE SOUTHERN WAREHOUSE CORPORATION, AND 0.5 METER
 AW0310'(1.8 FT) SOUTH OF THE SOUTH SECURITY FENCE AROUND THE WIRT SUBSTATION.
 AW0310'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AW0310'THE MARK IS 0.46 M BELOW TRACKS.
 AW0310
 AW0310                          STATION RECOVERY (1986)
 AW0310
 AW0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0310'RECOVERED IN GOOD CONDITION.
 AW0310
 AW0310                          STATION RECOVERY (1990)
 AW0310
 AW0310'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW0310'RECOVERED IN GOOD CONDITION.
 AW0310
 AW0310                          STATION RECOVERY (1993)
 AW0310
 AW0310'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0310'RECOVERED IN GOOD CONDITION.
 AW0310
 AW0310                          STATION RECOVERY (2004)
 AW0310
 AW0310'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1683 ***********************************************************************
 CS1683  DESIGNATION -  G 115
 CS1683  PID         -  CS1683
 CS1683  STATE/COUNTY-  TX/TARRANT
 CS1683  USGS QUAD   -  PRIMROSE (1976)
 CS1683
 CS1683                         *CURRENT SURVEY CONTROL
 CS1683  ___________________________________________________________________
 CS1683* NAD 83(1986)-  32 33 54.     (N)    097 29 39.     (W)     SCALED    
 CS1683* NAVD 88     -       237.532  (meters)     779.30   (feet)  ADJUSTED  
 CS1683  ___________________________________________________________________
 CS1683  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CS1683  DYNAMIC HT  -         237.247 (meters)     778.37  (feet)  COMP
 CS1683  MODELED GRAV-     979,434.2   (mgal)                       NAVD 88
 CS1683
 CS1683  VERT ORDER  -  SECOND    CLASS 0
 CS1683
 CS1683.The horizontal coordinates were scaled from a topographic map and have
 CS1683.an estimated accuracy of +/- 6 seconds.
 CS1683
 CS1683.The orthometric height was determined by differential leveling
 CS1683.and adjusted by the National Geodetic Survey in June 1991..
 CS1683
 CS1683.The geoid height was determined by GEOID03.
 CS1683
 CS1683.The dynamic height is computed by dividing the NAVD 88
 CS1683.geopotential number by the normal gravity value computed on the
 CS1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1683.degrees latitude (g = 980.6199 gals.).
 CS1683
 CS1683.The modeled gravity was interpolated from observed gravity values.
 CS1683
 CS1683;                    North         East    Units  Estimated Accuracy
 CS1683;SPC TXNC     - 2,100,070.      694,450.      MT  (+/- 180 meters Scaled)
 CS1683
 CS1683                          SUPERSEDED SURVEY CONTROL
 CS1683
 CS1683  NGVD 29 (??/??/92)  237.530  (m)          779.30   (f) ADJ UNCH    2 0
 CS1683
 CS1683.Superseded values are not recommended for survey control.
 CS1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1683.See file dsdata.txt to determine how the superseded data were derived.
 CS1683
 CS1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB413040(NAD 83)
 CS1683_MARKER: DB = BENCH MARK DISK
 CS1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1683_STAMPING: G 115 1933 779.254
 CS1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1683+STABILITY: SURFACE MOTION
 CS1683
 CS1683  HISTORY     - Date     Condition        Report By
 CS1683  HISTORY     - 1933     MONUMENTED       CGS
 CS1683  HISTORY     - 1966     GOOD             NGS
 CS1683  HISTORY     - 19970301 GOOD             USPSQD
 CS1683
 CS1683                          STATION DESCRIPTION
 CS1683
 CS1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS1683'7.8 MI NE FROM CRESSON.
 CS1683'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF U.
 CS1683'S. HIGHWAY 377 IN CRESSON, THENCE 7.15 MILES NORTHEAST ALONG COUNTY
 CS1683'ROAD 1042 TO A T-ROAD JUNCTION, THENCE TURN LEFT, ON COUNTY ROAD 1042,
 CS1683'GO 0.85 MILE TO SITE OF BENCH MARK, 35 FEET WEST OF THE CENTER LINE OF
 CS1683'ROAD, 65 FEET NORTHEAST OF TELEGRAPH POLE NO. 465, 450 FEET SOUTHWEST
 CS1683'OF A CULVERT UNDER COUNTY ROAD 1042, AND 1 FOOT SOUTH OF A METAL
 CS1683'WITNESS POST.  A C AND GS DISK SET IN A 10 X 10 IN. CONCRETE POST
 CS1683'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF GROUND.
 CS1683
 CS1683                          STATION RECOVERY (1997)
 CS1683
 CS1683'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2111 ***********************************************************************
 AW2111  DESIGNATION -  G 1150
 AW2111  PID         -  AW2111
 AW2111  STATE/COUNTY-  TX/HARRIS
 AW2111  USGS QUAD   -  BELLAIRE (1995)
 AW2111
 AW2111                         *CURRENT SURVEY CONTROL
 AW2111  ___________________________________________________________________
 AW2111* NAD 83(1986)-  29 37 42.     (N)    095 27 57.     (W)     SCALED    
 AW2111* NAVD 88     -        18.82   (+/-2cm)      61.7    (feet)  VERTCON   
 AW2111  ___________________________________________________________________
 AW2111  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2111  OBS GRAVITY -     979,278.0   (mgal)                       GRAV_OBS
 AW2111
 AW2111  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2111
 AW2111.The horizontal coordinates were scaled from a topographic map and have
 AW2111.an estimated accuracy of +/- 6 seconds.
 AW2111
 AW2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2111.The vertical order pertains to the NGVD 29 superseded value.
 AW2111
 AW2111.The geoid height was determined by GEOID03.
 AW2111.The observed gravity was obtained from relative gravimeter ties
 AW2111.to the IGSN71 gravity network.
 AW2111
 AW2111;                    North         East    Units  Estimated Accuracy
 AW2111;SPC TXSC     - 4,204,110.      942,170.      MT  (+/- 180 meters Scaled)
 AW2111
 AW2111                          SUPERSEDED SURVEY CONTROL
 AW2111
 AW2111  NGVD 29 (04/06/79)   18.819  (m)           61.74   (f) ADJUSTED    1 2
 AW2111
 AW2111.Superseded values are not recommended for survey control.
 AW2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2111.See file dsdata.txt to determine how the superseded data were derived.
 AW2111
 AW2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN612801(NAD 83)
 AW2111_MARKER: DB = BENCH MARK DISK
 AW2111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2111_SP_SET: CULVERT
 AW2111_STAMPING: G 1150 1959
 AW2111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2111
 AW2111  HISTORY     - Date     Condition        Report By
 AW2111  HISTORY     - 1959     MONUMENTED       CGS
 AW2111  HISTORY     - 1973     GOOD             NGS
 AW2111  HISTORY     - 1978     GOOD             NGS
 AW2111  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AW2111  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2111  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 AW2111
 AW2111                          STATION DESCRIPTION
 AW2111
 AW2111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2111'4.1 MI NW FROM ALMEDA.
 AW2111'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2111'288 AT ALMEDA, THENCE 1.55 MILES NORTH ALONG SOUTH POST OAK ROAD, 0.08
 AW2111'MILE NORTH OF THE JUNCTION OF WEST OREM DRIVE, IN THE TOP AND 0.8 FOOT
 AW2111'NORTH OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A 4- BY 4-FOOT
 AW2111'CONCRETE BOX CULVERT, 20 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 AW2111'44 FEET NORTH OF THE EXTENDED CENTER LINE OF A DRIVEWAY TO SOUTH POST
 AW2111'OAK BAPTIST CHURCH PARKING LOT, AND ABOUT LEVEL WITH THE ROAD.
 AW2111
 AW2111                          STATION RECOVERY (1978)
 AW2111
 AW2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2111'RECOVERED IN GOOD CONDITION.
 AW2111
 AW2111                          STATION RECOVERY (1985)
 AW2111
 AW2111'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW2111'MARK NOT FOUND.
 AW2111
 AW2111                          STATION RECOVERY (1986)
 AW2111
 AW2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2111'NOT RECOVERED.
 AW2111
 AW2111                          STATION RECOVERY (2004)
 AW2111
 AW2111'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2864 ***********************************************************************
 AW2864  DESIGNATION -  G 1152
 AW2864  PID         -  AW2864
 AW2864  STATE/COUNTY-  TX/HARRIS
 AW2864  USGS QUAD   -  MORGANS POINT (1993)
 AW2864
 AW2864                         *CURRENT SURVEY CONTROL
 AW2864  ___________________________________________________________________
 AW2864* NAD 83(1986)-  29 44 30.     (N)    094 57 09.     (W)     SCALED    
 AW2864* NAVD 88     -         9.97   (+/-2cm)      32.7    (feet)  VERTCON   
 AW2864  ___________________________________________________________________
 AW2864  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW2864
 AW2864  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2864
 AW2864.The horizontal coordinates were scaled from a topographic map and have
 AW2864.an estimated accuracy of +/- 6 seconds.
 AW2864
 AW2864.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2864.The vertical order pertains to the NGVD 29 superseded value.
 AW2864
 AW2864.The geoid height was determined by GEOID03.
 AW2864
 AW2864;                    North         East    Units  Estimated Accuracy
 AW2864;SPC TXSC     - 4,218,270.      991,410.      MT  (+/- 180 meters Scaled)
 AW2864
 AW2864                          SUPERSEDED SURVEY CONTROL
 AW2864
 AW2864  NGVD 29 (??/??/92)    9.973  (m)           32.72   (f) ADJ UNCH    1 2
 AW2864
 AW2864.Superseded values are not recommended for survey control.
 AW2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2864.See file dsdata.txt to determine how the superseded data were derived.
 AW2864
 AW2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN111917(NAD 83)
 AW2864_MARKER: DB = BENCH MARK DISK
 AW2864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2864_STAMPING: G 1152 1959
 AW2864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2864+STABILITY: SURFACE MOTION
 AW2864
 AW2864  HISTORY     - Date     Condition        Report By
 AW2864  HISTORY     - 1959     MONUMENTED       CGS
 AW2864  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2864  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2864  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2864  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2864  HISTORY     - 19981113 MARK NOT FOUND   USPSQD
 AW2864
 AW2864                          STATION DESCRIPTION
 AW2864
 AW2864'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2864'1.65 MI NE FROM BAYTOWN.
 AW2864'1 BLOCK SOUTH ALONG NORTH GAILLARD STREET FROM THE POSTOFFICE AT
 AW2864'BAYTOWN, THENCE ABOUT 0.75 MILE EAST ALONG EAST TEXAS AVENUE, THENCE
 AW2864'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 146, 58 FEET NORTHWEST OF
 AW2864'THE CENTER LINE OF THE HIGHWAY, 81 FEET NORTHEAST OF THE EXTENDED
 AW2864'CENTER LINE OF PLEASANT DRIVE, 48 FEET NORTHEAST OF A POWER POLE, 21
 AW2864'1/2 FEET SOUTHEAST OF THE EAST CORNER OF A HOUSE, 1 FOOT NORTHEAST OF
 AW2864'A FENCE CORNER POST, 1 FOOT SOUTHEAST OF A FENCE, AND IN THE TOP OF A
 AW2864'CONCRETE POST PROJECTING 4 INCHES.
 AW2864
 AW2864                          STATION RECOVERY (1973)
 AW2864
 AW2864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2864'MARK NOT FOUND.
 AW2864
 AW2864                          STATION RECOVERY (1989)
 AW2864
 AW2864'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW2864'MARK NOT FOUND.
 AW2864
 AW2864                          STATION RECOVERY (1989)
 AW2864
 AW2864'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW2864'MARK NOT FOUND.
 AW2864
 AW2864                          STATION RECOVERY (1989)
 AW2864
 AW2864'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2864'MARK NOT FOUND.
 AW2864
 AW2864                          STATION RECOVERY (1998)
 AW2864
 AW2864'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0647 ***********************************************************************
 CT0647  DESIGNATION -  G 1153
 CT0647  PID         -  CT0647
 CT0647  STATE/COUNTY-  TX/RUNNELS
 CT0647  USGS QUAD   -  BRADSHAW (1967)
 CT0647
 CT0647                         *CURRENT SURVEY CONTROL
 CT0647  ___________________________________________________________________
 CT0647* NAD 83(1986)-  32 04 09.     (N)    099 55 27.     (W)     SCALED    
 CT0647* NAVD 88     -       582.613  (meters)    1911.46   (feet)  ADJUSTED  
 CT0647  ___________________________________________________________________
 CT0647  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CT0647  DYNAMIC HT  -         581.851 (meters)    1908.96  (feet)  COMP
 CT0647  MODELED GRAV-     979,313.3   (mgal)                       NAVD 88
 CT0647
 CT0647  VERT ORDER  -  SECOND    CLASS 0
 CT0647
 CT0647.The horizontal coordinates were scaled from a topographic map and have
 CT0647.an estimated accuracy of +/- 6 seconds.
 CT0647
 CT0647.The orthometric height was determined by differential leveling
 CT0647.and adjusted by the National Geodetic Survey in June 1991..
 CT0647
 CT0647.The geoid height was determined by GEOID03.
 CT0647
 CT0647.The dynamic height is computed by dividing the NAVD 88
 CT0647.geopotential number by the normal gravity value computed on the
 CT0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0647.degrees latitude (g = 980.6199 gals.).
 CT0647
 CT0647.The modeled gravity was interpolated from observed gravity values.
 CT0647
 CT0647;                    North         East    Units  Estimated Accuracy
 CT0647;SPC TX C     - 3,266,420.      738,640.      MT  (+/- 180 meters Scaled)
 CT0647
 CT0647                          SUPERSEDED SURVEY CONTROL
 CT0647
 CT0647  NGVD 29 (??/??/92)  582.486  (m)         1911.04   (f) ADJ UNCH    2 0
 CT0647
 CT0647.Superseded values are not recommended for survey control.
 CT0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0647.See file dsdata.txt to determine how the superseded data were derived.
 CT0647
 CT0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA127484(NAD 83)
 CT0647_MARKER: DB = BENCH MARK DISK
 CT0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0647_STAMPING: G 1153 1961
 CT0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0647+STABILITY: SURFACE MOTION
 CT0647
 CT0647  HISTORY     - Date     Condition        Report By
 CT0647  HISTORY     - 1961     MONUMENTED       CGS
 CT0647
 CT0647                          STATION DESCRIPTION
 CT0647
 CT0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0647'2.7 MI SW FROM BRADSHAW.
 CT0647'0.1 MILES SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0647'BRADSHAW, THENCE 2.6 MILES SW ALONG U.S. HIGHWAY 83, 54 FEET NORTHWEST
 CT0647'OF THE CENTER LINE OF U.S. HIGHWAY 83, 42 FEET SOUTHEAST OF THE EAST
 CT0647'RAIL, 19 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 2 FEET
 CT0647'NORTHEAST OF A TELEPHONE POLE, 1.6 FEET BELOW THE LEVEL OF THE
 CT0647'RAILROAD, LEVEL WITH THE HIGHWAY, 2 FEET SOUTHWEST OF A METAL WITNESS
 CT0647'POST WITH SIGN, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST 4
 CT0647'FEET IN THE GROUND AND PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0216 ***********************************************************************
 CU0216  DESIGNATION -  G 1157
 CU0216  PID         -  CU0216
 CU0216  STATE/COUNTY-  TX/TAYLOR
 CU0216  USGS QUAD   -  MERKEL WEST (1984)
 CU0216
 CU0216                         *CURRENT SURVEY CONTROL
 CU0216  ___________________________________________________________________
 CU0216* NAD 83(1986)-  32 25 23.     (N)    100 03 38.     (W)     SCALED    
 CU0216* NAVD 88     -       594.700  (meters)    1951.11   (feet)  ADJUSTED  
 CU0216  ___________________________________________________________________
 CU0216  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 CU0216  DYNAMIC HT  -         593.922 (meters)    1948.56  (feet)  COMP
 CU0216  MODELED GRAV-     979,312.3   (mgal)                       NAVD 88
 CU0216
 CU0216  VERT ORDER  -  SECOND    CLASS 0
 CU0216
 CU0216.The horizontal coordinates were scaled from a topographic map and have
 CU0216.an estimated accuracy of +/- 6 seconds.
 CU0216
 CU0216.The orthometric height was determined by differential leveling
 CU0216.and adjusted by the National Geodetic Survey in June 1991..
 CU0216
 CU0216.The geoid height was determined by GEOID03.
 CU0216
 CU0216.The dynamic height is computed by dividing the NAVD 88
 CU0216.geopotential number by the normal gravity value computed on the
 CU0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0216.degrees latitude (g = 980.6199 gals.).
 CU0216
 CU0216.The modeled gravity was interpolated from observed gravity values.
 CU0216
 CU0216;                    North         East    Units  Estimated Accuracy
 CU0216;SPC TXNC     - 2,084,970.      453,240.      MT  (+/- 180 meters Scaled)
 CU0216
 CU0216                          SUPERSEDED SURVEY CONTROL
 CU0216
 CU0216  NGVD 29 (??/??/92)  594.514  (m)         1950.50   (f) ADJ UNCH    2 0
 CU0216
 CU0216.Superseded values are not recommended for survey control.
 CU0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0216.See file dsdata.txt to determine how the superseded data were derived.
 CU0216
 CU0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA002878(NAD 83)
 CU0216_MARKER: DB = BENCH MARK DISK
 CU0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0216_STAMPING: G 1157 1961
 CU0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0216+STABILITY: SURFACE MOTION
 CU0216
 CU0216  HISTORY     - Date     Condition        Report By
 CU0216  HISTORY     - 1961     MONUMENTED       CGS
 CU0216  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0216  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0216
 CU0216                          STATION DESCRIPTION
 CU0216
 CU0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0216'5.2 MI S FROM MERKEL.
 CU0216'5.2 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL, 38
 CU0216'FEET NORTHEAST OF THE CENTER LINE OF FARM ROAD 126, 3 FEET NORTHEAST
 CU0216'OF A REA CO-OP POWER POLE WITH ONE GUYWIRE AND A TRANSFORMER, 4.6 FEET
 CU0216'BELOW THE LEVEL OF THE ROAD, 5 FEET SOUTHWEST OF A METAL WITNESS POST
 CU0216'WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4.6 FEET BELOW
 CU0216'THE GROUND SURFACE, COVERED WITH BROKEN GLASS AND DIRT.
 CU0216
 CU0216                          STATION RECOVERY (1994)
 CU0216
 CU0216'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0216'MARK NOT FOUND.
 CU0216
 CU0216                          STATION RECOVERY (2001)
 CU0216
 CU0216'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0263 ***********************************************************************
 CU0263  DESIGNATION -  G 1158
 CU0263  PID         -  CU0263
 CU0263  STATE/COUNTY-  TX/TAYLOR
 CU0263  USGS QUAD   -  MOUNTAIN PASS (1984)
 CU0263
 CU0263                         *CURRENT SURVEY CONTROL
 CU0263  ___________________________________________________________________
 CU0263* NAD 83(1986)-  32 15 36.     (N)    100 00 03.     (W)     SCALED    
 CU0263* NAVD 88     -       659.050  (meters)    2162.23   (feet)  ADJUSTED  
 CU0263  ___________________________________________________________________
 CU0263  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CU0263  DYNAMIC HT  -         658.170 (meters)    2159.35  (feet)  COMP
 CU0263  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 CU0263
 CU0263  VERT ORDER  -  SECOND    CLASS 0
 CU0263
 CU0263.The horizontal coordinates were scaled from a topographic map and have
 CU0263.an estimated accuracy of +/- 6 seconds.
 CU0263
 CU0263.The orthometric height was determined by differential leveling
 CU0263.and adjusted by the National Geodetic Survey in June 1991..
 CU0263
 CU0263.The geoid height was determined by GEOID03.
 CU0263
 CU0263.The dynamic height is computed by dividing the NAVD 88
 CU0263.geopotential number by the normal gravity value computed on the
 CU0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0263.degrees latitude (g = 980.6199 gals.).
 CU0263
 CU0263.The modeled gravity was interpolated from observed gravity values.
 CU0263
 CU0263;                    North         East    Units  Estimated Accuracy
 CU0263;SPC TXNC     - 2,066,810.      458,590.      MT  (+/- 180 meters Scaled)
 CU0263
 CU0263                          SUPERSEDED SURVEY CONTROL
 CU0263
 CU0263  NGVD 29 (??/??/92)  658.862  (m)         2161.62   (f) ADJ UNCH    2 0
 CU0263
 CU0263.Superseded values are not recommended for survey control.
 CU0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0263.See file dsdata.txt to determine how the superseded data were derived.
 CU0263
 CU0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA057696(NAD 83)
 CU0263_MARKER: DB = BENCH MARK DISK
 CU0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0263_STAMPING: G 1158 1961
 CU0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0263+STABILITY: SURFACE MOTION
 CU0263
 CU0263  HISTORY     - Date     Condition        Report By
 CU0263  HISTORY     - 1961     MONUMENTED       CGS
 CU0263  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0263
 CU0263                          STATION DESCRIPTION
 CU0263
 CU0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0263'9.9 MI SW FROM VIEW.
 CU0263'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0263'AT VIEW, THENCE 1.0 MILES NORTHWEST ALONG A GRAVEL, 33 FEET SOUTH OF
 CU0263'THE CENTER LINE OF THE ROAD, 9 FEET EAST OF THE CENTER OF A GATE, 1
 CU0263'FOOT NORTH OF A FENCE, LEVEL WITH THE ROAD, 6 FEET WEST OF A METAL
 CU0263'WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4
 CU0263'FEET IN THE GROUND AND FLUSH WITH THE GROUND.
 CU0263
 CU0263                          STATION RECOVERY (1994)
 CU0263
 CU0263'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0607 ***********************************************************************
 CT0607  DESIGNATION -  G 1159
 CT0607  PID         -  CT0607
 CT0607  STATE/COUNTY-  TX/CALLAHAN
 CT0607  USGS QUAD   -  OPLIN (1987)
 CT0607
 CT0607                         *CURRENT SURVEY CONTROL
 CT0607  ___________________________________________________________________
 CT0607* NAD 83(1986)-  32 10 26.     (N)    099 33 23.     (W)     SCALED    
 CT0607* NAVD 88     -       591.250  (meters)    1939.79   (feet)  POSTED    
 CT0607  ___________________________________________________________________
 CT0607  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CT0607  DYNAMIC HT  -         590.470 (meters)    1937.23  (feet)  COMP
 CT0607  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 CT0607
 CT0607  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0607
 CT0607.The horizontal coordinates were scaled from a topographic map and have
 CT0607.an estimated accuracy of +/- 6 seconds.
 CT0607
 CT0607.The orthometric height was determined by differential leveling
 CT0607.and adjusted by the National Geodetic Survey in 1992..
 CT0607.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0607.rate of 1.1 thru 2.0 mm/km.
 CT0607
 CT0607.The geoid height was determined by GEOID03.
 CT0607
 CT0607.The dynamic height is computed by dividing the NAVD 88
 CT0607.geopotential number by the normal gravity value computed on the
 CT0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0607.degrees latitude (g = 980.6199 gals.).
 CT0607
 CT0607.The modeled gravity was interpolated from observed gravity values.
 CT0607
 CT0607;                    North         East    Units  Estimated Accuracy
 CT0607;SPC TXNC     - 2,056,750.      500,370.      MT  (+/- 180 meters Scaled)
 CT0607
 CT0607                          SUPERSEDED SURVEY CONTROL
 CT0607
 CT0607  NGVD 29 (??/??/92)  591.098  (m)         1939.29   (f) ADJ UNCH    1 2
 CT0607
 CT0607.Superseded values are not recommended for survey control.
 CT0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0607.See file dsdata.txt to determine how the superseded data were derived.
 CT0607
 CT0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA475598(NAD 83)
 CT0607_MARKER: DB = BENCH MARK DISK
 CT0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0607_STAMPING: G 1159 1961
 CT0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0607+STABILITY: SURFACE MOTION
 CT0607
 CT0607  HISTORY     - Date     Condition        Report By
 CT0607  HISTORY     - 1961     MONUMENTED       CGS
 CT0607
 CT0607                          STATION DESCRIPTION
 CT0607
 CT0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0607'19.2 MI SW FROM CLYDE.
 CT0607'0.2 MILES WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0607'TO FARM ROAD 604, THENCE 19.0 MILES SOUTHWEST ALONG FARM ROAD 604, 132
 CT0607'FEET NORTHWEST OF A CROSSING, 109 FEET NORTH OF THE CENTER LINE OF A
 CT0607'GRAVEL ROAD, 42 FEET WEST OF THE CENTER LINE OF FARM ROAD 604, 7 FEET
 CT0607'NORTH OF A TELEPHONE POLE, 1 FOOT EAST OF A FENCE, 2 FEET ABOVE THE
 CT0607'LEVEL OF THE ROAD, 4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET
 CT0607'IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND FLUSH
 CT0607'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2202 ***********************************************************************
 CS2202  DESIGNATION -  G 116
 CS2202  PID         -  CS2202
 CS2202  STATE/COUNTY-  TX/BOSQUE
 CS2202  USGS QUAD   -  WALNUT SPRINGS WEST (1966)
 CS2202
 CS2202                         *CURRENT SURVEY CONTROL
 CS2202  ___________________________________________________________________
 CS2202* NAD 83(1986)-  32 03 10.     (N)    097 45 08.     (W)     SCALED    
 CS2202* NAVD 88     -       287.918  (meters)     944.61   (feet)  ADJUSTED  
 CS2202  ___________________________________________________________________
 CS2202  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CS2202  DYNAMIC HT  -         287.559 (meters)     943.43  (feet)  COMP
 CS2202  MODELED GRAV-     979,383.5   (mgal)                       NAVD 88
 CS2202
 CS2202  VERT ORDER  -  SECOND    CLASS 0
 CS2202
 CS2202.The horizontal coordinates were scaled from a topographic map and have
 CS2202.an estimated accuracy of +/- 6 seconds.
 CS2202
 CS2202.The orthometric height was determined by differential leveling
 CS2202.and adjusted by the National Geodetic Survey in June 1991..
 CS2202
 CS2202.The geoid height was determined by GEOID03.
 CS2202
 CS2202.The dynamic height is computed by dividing the NAVD 88
 CS2202.geopotential number by the normal gravity value computed on the
 CS2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2202.degrees latitude (g = 980.6199 gals.).
 CS2202
 CS2202.The modeled gravity was interpolated from observed gravity values.
 CS2202
 CS2202;                    North         East    Units  Estimated Accuracy
 CS2202;SPC TX C     - 3,267,360.      943,750.      MT  (+/- 180 meters Scaled)
 CS2202
 CS2202                          SUPERSEDED SURVEY CONTROL
 CS2202
 CS2202  NGVD 29 (??/??/92)  287.870  (m)          944.45   (f) ADJ UNCH    2 0
 CS2202
 CS2202.Superseded values are not recommended for survey control.
 CS2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2202.See file dsdata.txt to determine how the superseded data were derived.
 CS2202
 CS2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA177469(NAD 83)
 CS2202_MARKER: DB = BENCH MARK DISK
 CS2202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2202_SP_SET: STEP
 CS2202_STAMPING: 944.509 G 116 1933
 CS2202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2202
 CS2202  HISTORY     - Date     Condition        Report By
 CS2202  HISTORY     - 1933     MONUMENTED       CGS
 CS2202  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2202
 CS2202                          STATION DESCRIPTION
 CS2202
 CS2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS2202'IN WALNUT SPRINGS.
 CS2202'AT WALNUT SPRINGS, BOSQUE COUNTY, AT THE PUBLIC SCHOOL, IN THE WALL,
 CS2202'ON THE SOUTH SIDE OF THE MAIN ENTRANCE, 2.5 FEET SOUTH OF THE SIDE OF
 CS2202'THE DOOR, AND 3-1/2 FEET ABOVE THE STEP AND SET VERTICALLY.
 CS2202
 CS2202                          STATION RECOVERY (2001)
 CS2202
 CS2202'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 CS2202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0478 ***********************************************************************
 CT0478  DESIGNATION -  G 1160
 CT0478  PID         -  CT0478
 CT0478  STATE/COUNTY-  TX/TAYLOR
 CT0478  USGS QUAD   -  TUSCOLA (1967)
 CT0478
 CT0478                         *CURRENT SURVEY CONTROL
 CT0478  ___________________________________________________________________
 CT0478* NAD 83(1986)-  32 11 24.     (N)    099 46 52.     (W)     SCALED    
 CT0478* NAVD 88     -       595.628  (meters)    1954.16   (feet)  ADJUSTED  
 CT0478  ___________________________________________________________________
 CT0478  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CT0478  DYNAMIC HT  -         594.851 (meters)    1951.61  (feet)  COMP
 CT0478  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 CT0478
 CT0478  VERT ORDER  -  SECOND    CLASS 0
 CT0478
 CT0478.The horizontal coordinates were scaled from a topographic map and have
 CT0478.an estimated accuracy of +/- 6 seconds.
 CT0478
 CT0478.The orthometric height was determined by differential leveling
 CT0478.and adjusted by the National Geodetic Survey in June 1991..
 CT0478
 CT0478.The geoid height was determined by GEOID03.
 CT0478
 CT0478.The dynamic height is computed by dividing the NAVD 88
 CT0478.geopotential number by the normal gravity value computed on the
 CT0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0478.degrees latitude (g = 980.6199 gals.).
 CT0478
 CT0478.The modeled gravity was interpolated from observed gravity values.
 CT0478
 CT0478;                    North         East    Units  Estimated Accuracy
 CT0478;SPC TXNC     - 2,058,770.      479,200.      MT  (+/- 180 meters Scaled)
 CT0478
 CT0478                          SUPERSEDED SURVEY CONTROL
 CT0478
 CT0478  NGVD 29 (??/??/92)  595.484  (m)         1953.68   (f) ADJ UNCH    2 0
 CT0478
 CT0478.Superseded values are not recommended for survey control.
 CT0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0478.See file dsdata.txt to determine how the superseded data were derived.
 CT0478
 CT0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA263617(NAD 83)
 CT0478_MARKER: DB = BENCH MARK DISK
 CT0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0478_STAMPING: G 1160
 CT0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0478+STABILITY: SURFACE MOTION
 CT0478
 CT0478  HISTORY     - Date     Condition        Report By
 CT0478  HISTORY     - UNK      MONUMENTED       CGS
 CT0478  HISTORY     - 1961     GOOD             NGS
 CT0478
 CT0478                          STATION DESCRIPTION
 CT0478
 CT0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0478'1.5 MI SE FROM TUSCOLA.
 CT0478'1.5 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTE FE RAILROAD
 CT0478'FROM THE RAILROAD STATION AT TUSCOLA, 4 1/2 POLES SOUTHEAST OF
 CT0478'MILEPOST 414, 0.1 MILES NORTHEAST OF A CROSSING, 42 FEET NORTHEAST OF
 CT0478'THE EAST RAIL, 5.6 FEET NORTHEAST OF A TELEPHONE POLE NUMBER 3 J, 4
 CT0478'FEET WEST OF A FENCE, 2.6 FEET BELOW THE LEVEL OF THE RAILROAD, 3 FEET
 CT0478'NORTHEAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH
 CT0478'ROUND CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 6 INCHES ABOVE
 CT0478'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0384 ***********************************************************************
 CR0384  DESIGNATION -  G 1161
 CR0384  PID         -  CR0384
 CR0384  STATE/COUNTY-  TX/CHEROKEE
 CR0384  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0384
 CR0384                         *CURRENT SURVEY CONTROL
 CR0384  ___________________________________________________________________
 CR0384* NAD 83(1986)-  32 07 17.     (N)    095 18 08.     (W)     SCALED    
 CR0384* NAVD 88     -       160.947  (meters)     528.04   (feet)  ADJUSTED  
 CR0384  ___________________________________________________________________
 CR0384  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0384  DYNAMIC HT  -         160.755 (meters)     527.41  (feet)  COMP
 CR0384  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 CR0384
 CR0384  VERT ORDER  -  FIRST     CLASS II
 CR0384
 CR0384.The horizontal coordinates were scaled from a topographic map and have
 CR0384.an estimated accuracy of +/- 6 seconds.
 CR0384
 CR0384.The orthometric height was determined by differential leveling
 CR0384.and adjusted by the National Geodetic Survey in June 1991..
 CR0384
 CR0384.The geoid height was determined by GEOID03.
 CR0384
 CR0384.The dynamic height is computed by dividing the NAVD 88
 CR0384.geopotential number by the normal gravity value computed on the
 CR0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0384.degrees latitude (g = 980.6199 gals.).
 CR0384
 CR0384.The modeled gravity was interpolated from observed gravity values.
 CR0384
 CR0384;                    North         East    Units  Estimated Accuracy
 CR0384;SPC TX C     - 3,282,870.    1,174,650.      MT  (+/- 180 meters Scaled)
 CR0384
 CR0384                          SUPERSEDED SURVEY CONTROL
 CR0384
 CR0384  NGVD 29 (??/??/92)  160.968  (m)          528.11   (f) ADJ UNCH    1 2
 CR0384
 CR0384.Superseded values are not recommended for survey control.
 CR0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0384.See file dsdata.txt to determine how the superseded data were derived.
 CR0384
 CR0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR828562(NAD 83)
 CR0384_MARKER: DB = BENCH MARK DISK
 CR0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0384_STAMPING: G 1161 1959
 CR0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0384+STABILITY: SURFACE MOTION
 CR0384
 CR0384  HISTORY     - Date     Condition        Report By
 CR0384  HISTORY     - 1959     MONUMENTED       CGS
 CR0384  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0384  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0384
 CR0384                          STATION DESCRIPTION
 CR0384
 CR0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0384'1.65 MI S FROM BULLARD.
 CR0384'ABOUT 1.65 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0384'THE POST OFFICE AT BULLARD, 2 1/2 POLES NORTHWEST OF MILEPOST 565, 179
 CR0384'FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 69, 129 FEET SOUTH
 CR0384'OF THE CENTER LINE OF FARM ROAD 2493, 37 FEET NORTHEAST OF THE
 CR0384'NORTHEAST RAIL, 61 FEET NORTHWEST OF A TELEPHONE POLE, IN LINE WITH
 CR0384'THE TELEPHONE POLES, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 CR0384'LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CR0384'INCHES.
 CR0384
 CR0384                          STATION RECOVERY (1996)
 CR0384
 CR0384'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0384'MARK NOT FOUND.
 CR0384
 CR0384                          STATION RECOVERY (2004)
 CR0384
 CR0384'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0440 ***********************************************************************
 CR0440  DESIGNATION -  G 1162
 CR0440  PID         -  CR0440
 CR0440  STATE/COUNTY-  TX/SMITH
 CR0440  USGS QUAD   -  TYLER NORTH (1973)
 CR0440
 CR0440                         *CURRENT SURVEY CONTROL
 CR0440  ___________________________________________________________________
 CR0440* NAD 83(1986)-  32 25 07.     (N)    095 20 52.     (W)     SCALED    
 CR0440* NAVD 88     -       155.679  (meters)     510.76   (feet)  ADJUSTED  
 CR0440  ___________________________________________________________________
 CR0440  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CR0440  DYNAMIC HT  -         155.497 (meters)     510.16  (feet)  COMP
 CR0440  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 CR0440
 CR0440  VERT ORDER  -  FIRST     CLASS II
 CR0440
 CR0440.The horizontal coordinates were scaled from a topographic map and have
 CR0440.an estimated accuracy of +/- 6 seconds.
 CR0440
 CR0440.The orthometric height was determined by differential leveling
 CR0440.and adjusted by the National Geodetic Survey in June 1991..
 CR0440
 CR0440.The geoid height was determined by GEOID03.
 CR0440
 CR0440.The dynamic height is computed by dividing the NAVD 88
 CR0440.geopotential number by the normal gravity value computed on the
 CR0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0440.degrees latitude (g = 980.6199 gals.).
 CR0440
 CR0440.The modeled gravity was interpolated from observed gravity values.
 CR0440
 CR0440;                    North         East    Units  Estimated Accuracy
 CR0440;SPC TXNC     - 2,087,830.      896,440.      MT  (+/- 180 meters Scaled)
 CR0440
 CR0440                          SUPERSEDED SURVEY CONTROL
 CR0440
 CR0440  NGVD 29 (??/??/92)  155.707  (m)          510.85   (f) ADJ UNCH    1 2
 CR0440
 CR0440.Superseded values are not recommended for survey control.
 CR0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0440.See file dsdata.txt to determine how the superseded data were derived.
 CR0440
 CR0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR792892(NAD 83)
 CR0440_MARKER: DB = BENCH MARK DISK
 CR0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0440_STAMPING: G 1162 1959
 CR0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0440+STABILITY: SURFACE MOTION
 CR0440
 CR0440  HISTORY     - Date     Condition        Report By
 CR0440  HISTORY     - 1959     MONUMENTED       CGS
 CR0440
 CR0440                          STATION DESCRIPTION
 CR0440
 CR0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0440'5.5 MI N FROM TYLER.
 CR0440'ABOUT 5.5 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0440'FROM THE STATION AT TYLER, ABOUT 0.3 MILE SOUTH OF MILEPOST 25, 33 1/2
 CR0440'FEET NORTHEAST OF THE NORTHEAST RAIL, IN LINE WITH THE TELEPHONE
 CR0440'POLES, 24 FEET NORTHWEST OF THE 1ST POLE NORTHWEST OF POLE 24/20, 18
 CR0440'FEET SOUTHEAST OF THE CENTER LINE OF A DIM ROAD, 2.0 FEET SOUTHEAST OF
 CR0440'A METAL WITNESS POST, 2 1/2 FEET ABOVE THE TRACKS, AND IN THE TOP OF A
 CR0440'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0489 ***********************************************************************
 DM0489  DESIGNATION -  G 1163
 DM0489  PID         -  DM0489
 DM0489  STATE/COUNTY-  TX/HUNT
 DM0489  USGS QUAD   -  LONE OAK NORTH (1962)
 DM0489
 DM0489                         *CURRENT SURVEY CONTROL
 DM0489  ___________________________________________________________________
 DM0489* NAD 83(1986)-  33 00 40.     (N)    095 57 44.     (W)     SCALED    
 DM0489* NAVD 88     -       156.414  (meters)     513.17   (feet)  ADJUSTED  
 DM0489  ___________________________________________________________________
 DM0489  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DM0489  DYNAMIC HT  -         156.241 (meters)     512.60  (feet)  COMP
 DM0489  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 DM0489
 DM0489  VERT ORDER  -  FIRST     CLASS II
 DM0489
 DM0489.The horizontal coordinates were scaled from a topographic map and have
 DM0489.an estimated accuracy of +/- 6 seconds.
 DM0489
 DM0489.The orthometric height was determined by differential leveling
 DM0489.and adjusted by the National Geodetic Survey in June 1991..
 DM0489
 DM0489.The geoid height was determined by GEOID03.
 DM0489
 DM0489.The dynamic height is computed by dividing the NAVD 88
 DM0489.geopotential number by the normal gravity value computed on the
 DM0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0489.degrees latitude (g = 980.6199 gals.).
 DM0489
 DM0489.The modeled gravity was interpolated from observed gravity values.
 DM0489
 DM0489;                    North         East    Units  Estimated Accuracy
 DM0489;SPC TXNC     - 2,151,950.      837,080.      MT  (+/- 180 meters Scaled)
 DM0489
 DM0489                          SUPERSEDED SURVEY CONTROL
 DM0489
 DM0489  NGVD 29 (??/??/92)  156.413  (m)          513.16   (f) ADJ UNCH    1 2
 DM0489
 DM0489.Superseded values are not recommended for survey control.
 DM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0489.See file dsdata.txt to determine how the superseded data were derived.
 DM0489
 DM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS232564(NAD 83)
 DM0489_MARKER: DB = BENCH MARK DISK
 DM0489_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM0489_SP_SET: 20 FT.
 DM0489_STAMPING: G 1163 1959
 DM0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0489
 DM0489  HISTORY     - Date     Condition        Report By
 DM0489  HISTORY     - 1959     MONUMENTED       CGS
 DM0489  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 DM0489
 DM0489                          STATION DESCRIPTION
 DM0489
 DM0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DM0489'1.8 MI NW FROM LONE OAK.
 DM0489'ABOUT 1.8 MILES NORTHWEST ALONG THE NEW U. S. HIGHWAY 69 FROM THE
 DM0489'JUNCTION OF FARM ROAD 1567 AT LONE OAK, ON THE OUTSIDE OF A LONG CURVE
 DM0489'IN THE HIGHWAY, 160 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DM0489'175 FEET WEST OF THE CENTER OF THE INTERSECTION WITH A DIRT ROAD, 32
 DM0489'FEET WEST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A FENCE, ABOUT 3
 DM0489'FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 DM0489'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 20 FEET AND IS ENCASED
 DM0489'IN A 6-INCH TILE PROJECTING 7 INCHES.
 DM0489
 DM0489                          STATION RECOVERY (1994)
 DM0489
 DM0489'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0074 ***********************************************************************
 DN0074  DESIGNATION -  G 1164
 DN0074  PID         -  DN0074
 DN0074  STATE/COUNTY-  TX/HUNT
 DN0074  USGS QUAD   -  GREENVILLE SE (1962)
 DN0074
 DN0074                         *CURRENT SURVEY CONTROL
 DN0074  ___________________________________________________________________
 DN0074* NAD 83(1986)-  33 03 30.     (N)    096 01 16.     (W)     SCALED    
 DN0074* NAVD 88     -       151.676  (meters)     497.62   (feet)  ADJUSTED  
 DN0074  ___________________________________________________________________
 DN0074  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DN0074  DYNAMIC HT  -         151.509 (meters)     497.08  (feet)  COMP
 DN0074  MODELED GRAV-     979,537.7   (mgal)                       NAVD 88
 DN0074
 DN0074  VERT ORDER  -  FIRST     CLASS II
 DN0074
 DN0074.The horizontal coordinates were scaled from a topographic map and have
 DN0074.an estimated accuracy of +/- 6 seconds.
 DN0074
 DN0074.The orthometric height was determined by differential leveling
 DN0074.and adjusted by the National Geodetic Survey in June 1991..
 DN0074
 DN0074.The geoid height was determined by GEOID03.
 DN0074
 DN0074.The dynamic height is computed by dividing the NAVD 88
 DN0074.geopotential number by the normal gravity value computed on the
 DN0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0074.degrees latitude (g = 980.6199 gals.).
 DN0074
 DN0074.The modeled gravity was interpolated from observed gravity values.
 DN0074
 DN0074;                    North         East    Units  Estimated Accuracy
 DN0074;SPC TXNC     - 2,157,050.      831,460.      MT  (+/- 180 meters Scaled)
 DN0074
 DN0074                          SUPERSEDED SURVEY CONTROL
 DN0074
 DN0074  NGVD 29 (??/??/92)  151.671  (m)          497.61   (f) ADJ UNCH    1 2
 DN0074
 DN0074.Superseded values are not recommended for survey control.
 DN0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0074.See file dsdata.txt to determine how the superseded data were derived.
 DN0074
 DN0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB781617(NAD 83)
 DN0074_MARKER: DB = BENCH MARK DISK
 DN0074_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DN0074_SP_SET: 40 FT
 DN0074_STAMPING: G 1164 1959
 DN0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0074
 DN0074  HISTORY     - Date     Condition        Report By
 DN0074  HISTORY     - 1959     MONUMENTED       CGS
 DN0074  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0074
 DN0074                          STATION DESCRIPTION
 DN0074
 DN0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0074'8.25 MI SE FROM GREENVILLE.
 DN0074'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0074'FROM THE STATION AT GREENVILLE, THENCE ABOUT 6.75 MILES SOUTHEAST
 DN0074'ALONG U. S. HIGHWAY 69 TO THE JAKE HALL SERVICE STATION AND STORE, 117
 DN0074'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 63 1/2 FEET
 DN0074'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SERVICE STATION
 DN0074'BUILDING, 20 FEET NORTH OF THE CENTER LINE OF A PRIVATE PAVED ROAD, 1
 DN0074'1/2 FEET WEST OF A FENCE, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 DN0074'ROD WHICH IS DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A 4-INCH
 DN0074'CONCRETE TILE PROJECTING 3 INCHES.
 DN0074
 DN0074                          STATION RECOVERY (1994)
 DN0074
 DN0074'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1386 ***********************************************************************
 BY1386  DESIGNATION -  G 1165
 BY1386  PID         -  BY1386
 BY1386  STATE/COUNTY-  TX/HOUSTON
 BY1386  USGS QUAD   -  LOVELADY NORTH (1963)
 BY1386
 BY1386                         *CURRENT SURVEY CONTROL
 BY1386  ___________________________________________________________________
 BY1386* NAD 83(1986)-  31 09 14.     (N)    095 27 37.     (W)     SCALED    
 BY1386* NAVD 88     -        99.183  (meters)     325.40   (feet)  ADJUSTED  
 BY1386  ___________________________________________________________________
 BY1386  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY1386  DYNAMIC HT  -          99.058 (meters)     324.99  (feet)  COMP
 BY1386  MODELED GRAV-     979,377.5   (mgal)                       NAVD 88
 BY1386
 BY1386  VERT ORDER  -  FIRST     CLASS II
 BY1386
 BY1386.The horizontal coordinates were scaled from a topographic map and have
 BY1386.an estimated accuracy of +/- 6 seconds.
 BY1386
 BY1386.The orthometric height was determined by differential leveling
 BY1386.and adjusted by the National Geodetic Survey in June 1991..
 BY1386
 BY1386.The geoid height was determined by GEOID03.
 BY1386
 BY1386.The dynamic height is computed by dividing the NAVD 88
 BY1386.geopotential number by the normal gravity value computed on the
 BY1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1386.degrees latitude (g = 980.6199 gals.).
 BY1386
 BY1386.The modeled gravity was interpolated from observed gravity values.
 BY1386
 BY1386;                    North         East    Units  Estimated Accuracy
 BY1386;SPC TX C     - 3,175,040.    1,164,450.      MT  (+/- 180 meters Scaled)
 BY1386
 BY1386                          SUPERSEDED SURVEY CONTROL
 BY1386
 BY1386  NGVD 29 (??/??/92)   99.172  (m)          325.37   (f) ADJ UNCH    1 2
 BY1386
 BY1386.Superseded values are not recommended for survey control.
 BY1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1386.See file dsdata.txt to determine how the superseded data were derived.
 BY1386
 BY1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ654492(NAD 83)
 BY1386_MARKER: DB = BENCH MARK DISK
 BY1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1386_STAMPING: G 1165 1960
 BY1386_PROJECTION: PROJECTING 3 CENTIMETERS
 BY1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1386+STABILITY: SURFACE MOTION
 BY1386
 BY1386  HISTORY     - Date     Condition        Report By
 BY1386  HISTORY     - 1960     MONUMENTED       CGS
 BY1386  HISTORY     - 1980     GOOD             NGS
 BY1386
 BY1386                          STATION DESCRIPTION
 BY1386
 BY1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1386'2.3 MI N FROM LOVELADY.
 BY1386'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1386'STATION AT LOVELADY, 4 POLES SOUTH OF MILEPOST 49, 46 FEET EAST OF THE
 BY1386'EAST RAIL, 133 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 45, 76
 BY1386'FEET SOUTHWEST OF A POWER POLE WITH A POWER LINE CROSSING THE HIGHWAY
 BY1386'AND THE RAILROAD, 56 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 BY1386'29 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 14 FEET NORTHEAST
 BY1386'OF TELEPHONE POLE NO. 2887, 2.0 FEET WEST OF A FENCE, 1.5 FEET SOUTH
 BY1386'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF
 BY1386'A CONCRETE POST PROJECTING 6 INCHES.
 BY1386
 BY1386                          STATION RECOVERY (1980)
 BY1386
 BY1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1386'3.15 KM. (1.95 MI.) NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 BY1386'FARM ROADS 1280 AND 230 IN LOVELADY, AT THE JUNCTION OF A DIRT ROAD
 BY1386'LEADING WEST THROUGH AN IRON GATE, 40.5 M. (133 FT.) WEST OF THE
 BY1386'CENTERLINE OF THE HIGHWAY, 14.0 M. (46.0 FT.) EAST OF THE EAST RAIL OF
 BY1386'THE MISSOURI PACIFIC RAILROAD, 8.8 M. (29.0 FT.) SOUTH OF THE
 BY1386'CENTERLINE OF THE DIRT ROAD, 23.2 M. (76.0 FT.) SOUTHWEST OF A
 BY1386'POWERLINE POLE WITH LINES THAT CROSS THE HIGHWAY AND THE RAILROAD.
 BY1386'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 BY1386'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1414 ***********************************************************************
 BY1414  DESIGNATION -  G 1166
 BY1414  PID         -  BY1414
 BY1414  STATE/COUNTY-  TX/TRINITY
 BY1414  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1414
 BY1414                         *CURRENT SURVEY CONTROL
 BY1414  ___________________________________________________________________
 BY1414* NAD 83(1986)-  31 03 12.     (N)    095 23 47.     (W)     SCALED    
 BY1414* NAVD 88     -        54.13   (+/-2cm)     177.6    (feet)  VERTCON   
 BY1414  ___________________________________________________________________
 BY1414  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1414
 BY1414  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1414
 BY1414.The horizontal coordinates were scaled from a topographic map and have
 BY1414.an estimated accuracy of +/- 6 seconds.
 BY1414
 BY1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1414.The vertical order pertains to the NGVD 29 superseded value.
 BY1414
 BY1414.The geoid height was determined by GEOID03.
 BY1414
 BY1414;                    North         East    Units  Estimated Accuracy
 BY1414;SPC TX C     - 3,164,170.    1,171,030.      MT  (+/- 180 meters Scaled)
 BY1414
 BY1414                          SUPERSEDED SURVEY CONTROL
 BY1414
 BY1414  NGVD 29 (??/??/92)   54.142  (m)          177.63   (f) ADJ UNCH    1 2
 BY1414
 BY1414.Superseded values are not recommended for survey control.
 BY1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1414.See file dsdata.txt to determine how the superseded data were derived.
 BY1414
 BY1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ713379(NAD 83)
 BY1414_MARKER: DB = BENCH MARK DISK
 BY1414_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY1414_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY1414_STAMPING: G 1166 1960
 BY1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1414
 BY1414  HISTORY     - Date     Condition        Report By
 BY1414  HISTORY     - 1960     MONUMENTED       CGS
 BY1414
 BY1414                          STATION DESCRIPTION
 BY1414
 BY1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1414'5.95 MI SE FROM LOVELADY.
 BY1414'ABOUT 5.95 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BY1414'THE STATION AT LOVELADY, ABOUT 7.8 MILES NORTH OF THE STATION AT
 BY1414'TRINITY, 35 1/2 FEET NORTHWEST OF THE FIFTH TELEPHONE POLE SOUTH OF
 BY1414'MILEPOST 57, 62 FEET WEST OF THE WEST RAIL, AT THE NORTHEAST CORNER OF
 BY1414'A CLEARING, 15 1/2 FEET WEST OF A FENCE, 7 FEET SOUTH OF AN 18-INCH
 BY1414'SWEET GUM TREE, 6 FEET NORTH OF A 15-INCH SWEET GUM TREE, ABOUT 3 1/2
 BY1414'FEET BELOW THE LEVEL OF THE TRACK AND ON THE TOP OF A 3 1/2-INCH IRON
 BY1414'PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0077 ***********************************************************************
 DO0077  DESIGNATION -  G 1167
 DO0077  PID         -  DO0077
 DO0077  STATE/COUNTY-  TX/CLAY
 DO0077  USGS QUAD   -  VASHTI (1963)
 DO0077
 DO0077                         *CURRENT SURVEY CONTROL
 DO0077  ___________________________________________________________________
 DO0077* NAD 83(1986)-  33 33 21.     (N)    098 07 30.     (W)     SCALED    
 DO0077* NAVD 88     -       326.223  (meters)    1070.28   (feet)  ADJUSTED  
 DO0077  ___________________________________________________________________
 DO0077  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DO0077  DYNAMIC HT  -         325.857 (meters)    1069.08  (feet)  COMP
 DO0077  MODELED GRAV-     979,506.4   (mgal)                       NAVD 88
 DO0077
 DO0077  VERT ORDER  -  SECOND    CLASS 0
 DO0077
 DO0077.The horizontal coordinates were scaled from a topographic map and have
 DO0077.an estimated accuracy of +/- 6 seconds.
 DO0077
 DO0077.The orthometric height was determined by differential leveling
 DO0077.and adjusted by the National Geodetic Survey in June 1991..
 DO0077
 DO0077.The geoid height was determined by GEOID03.
 DO0077
 DO0077.The dynamic height is computed by dividing the NAVD 88
 DO0077.geopotential number by the normal gravity value computed on the
 DO0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0077.degrees latitude (g = 980.6199 gals.).
 DO0077
 DO0077.The modeled gravity was interpolated from observed gravity values.
 DO0077
 DO0077;                    North         East    Units  Estimated Accuracy
 DO0077;SPC TXNC     - 2,209,560.      634,820.      MT  (+/- 180 meters Scaled)
 DO0077
 DO0077                          SUPERSEDED SURVEY CONTROL
 DO0077
 DO0077  NGVD 29 (??/??/92)  326.292  (m)         1070.51   (f) ADJ UNCH    2 0
 DO0077
 DO0077.Superseded values are not recommended for survey control.
 DO0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0077.See file dsdata.txt to determine how the superseded data were derived.
 DO0077
 DO0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC812132(NAD 83)
 DO0077_MARKER: DB = BENCH MARK DISK
 DO0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0077_STAMPING: G 1167 1961
 DO0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0077+STABILITY: SURFACE MOTION
 DO0077
 DO0077  HISTORY     - Date     Condition        Report By
 DO0077  HISTORY     - 1961     MONUMENTED       CGS
 DO0077  HISTORY     - 1984     GOOD             NGS
 DO0077
 DO0077                          STATION DESCRIPTION
 DO0077
 DO0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0077'0.9 MI E FROM BUFFALO SPRINGS.
 DO0077'ABOUT 0.9 MILE EAST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0077'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, ABOUT 0.2
 DO0077'MILE EAST OF THE JUNCTION OF THE HIGHWAY AND A ROAD LEADING SOUTH, 39
 DO0077'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5 FEET NORTH OF A POWER
 DO0077'POLE, 1 1/2 FEET NORTH OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS
 DO0077'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DO0077'PROJECTING 3 INCHES.
 DO0077
 DO0077                          STATION RECOVERY (1984)
 DO0077
 DO0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0231 ***********************************************************************
 DO0231  DESIGNATION -  G 1168
 DO0231  PID         -  DO0231
 DO0231  STATE/COUNTY-  TX/JACK
 DO0231  USGS QUAD   -  JOHNSON LAKE (1964)
 DO0231
 DO0231                         *CURRENT SURVEY CONTROL
 DO0231  ___________________________________________________________________
 DO0231* NAD 83(1986)-  33 19 41.     (N)    098 11 25.     (W)     SCALED    
 DO0231* NAVD 88     -       301.616  (meters)     989.55   (feet)  ADJUSTED  
 DO0231  ___________________________________________________________________
 DO0231  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DO0231  DYNAMIC HT  -         301.274 (meters)     988.43  (feet)  COMP
 DO0231  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 DO0231
 DO0231  VERT ORDER  -  SECOND    CLASS 0
 DO0231
 DO0231.The horizontal coordinates were scaled from a topographic map and have
 DO0231.an estimated accuracy of +/- 6 seconds.
 DO0231
 DO0231.The orthometric height was determined by differential leveling
 DO0231.and adjusted by the National Geodetic Survey in June 1991..
 DO0231
 DO0231.The geoid height was determined by GEOID03.
 DO0231
 DO0231.The dynamic height is computed by dividing the NAVD 88
 DO0231.geopotential number by the normal gravity value computed on the
 DO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0231.degrees latitude (g = 980.6199 gals.).
 DO0231
 DO0231.The modeled gravity was interpolated from observed gravity values.
 DO0231
 DO0231;                    North         East    Units  Estimated Accuracy
 DO0231;SPC TXNC     - 2,184,280.      628,830.      MT  (+/- 180 meters Scaled)
 DO0231
 DO0231                          SUPERSEDED SURVEY CONTROL
 DO0231
 DO0231  NGVD 29 (??/??/92)  301.703  (m)          989.84   (f) ADJ UNCH    2 0
 DO0231
 DO0231.Superseded values are not recommended for survey control.
 DO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0231.See file dsdata.txt to determine how the superseded data were derived.
 DO0231
 DO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB753879(NAD 83)
 DO0231_MARKER: DB = BENCH MARK DISK
 DO0231_SETTING: 80 = SET IN A BOULDER
 DO0231_SP_SET: BOULDER
 DO0231_STAMPING: G 1168 1961
 DO0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0231+STABILITY: SURFACE MOTION
 DO0231
 DO0231  HISTORY     - Date     Condition        Report By
 DO0231  HISTORY     - 1961     MONUMENTED       CGS
 DO0231  HISTORY     - 1984     GOOD             NGS
 DO0231  HISTORY     - 20010325 GOOD             USPSQD
 DO0231  HISTORY     - 20050416 GOOD             USPSQD
 DO0231
 DO0231                          STATION DESCRIPTION
 DO0231
 DO0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0231'8.0 MI N FROM JACKSBORO.
 DO0231'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0231'199 AND 148, THENCE 7.3 MILES NORTH ALONG STATE HIGHWAY 148, 77 FEET
 DO0231'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LARGE
 DO0231'SANDSTONE BOULDER, 66 FEET SOUTHEAST OF THE SOUTH END OF THE EAST HEAD
 DO0231'WALL OF A 36-INCH TUBULAR CULVERT, 1 FOOT EAST OF A FENCE, ABOUT 3
 DO0231'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND PROJECTING 24 INCHES.
 DO0231
 DO0231                          STATION RECOVERY (1984)
 DO0231
 DO0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0231'FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 148 IN
 DO0231'JACKSBORO, GO NORTH ON STATE HIGHWAY 148 FOR 11.68 KM (7.3 MI) TO
 DO0231'MARK ON THE RIGHT, 23.47 METERS (77.0 FT) EAST OF THE CENTER OF THE
 DO0231'HIGHWAY, 20.12 METERS (66.0 FT) SOUTHEAST OF A CONCRETE CULVERT, 1.55
 DO0231'METERS EAST OF A WITNESS POST AND 0.30 METER (1.0 FT) EAST OF A
 DO0231'FENCE. IT IS 0.91 M (3.0 FT) ABOVE THE HIGHWAY.
 DO0231
 DO0231                          STATION RECOVERY (2001)
 DO0231
 DO0231'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0231'RECOVERED IN GOOD CONDITION.
 DO0231
 DO0231                          STATION RECOVERY (2005)
 DO0231
 DO0231'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0375 ***********************************************************************
 DO0375  DESIGNATION -  G 1169
 DO0375  PID         -  DO0375
 DO0375  STATE/COUNTY-  TX/ARCHER
 DO0375  USGS QUAD   -  ARCHER CITY EAST (1963)
 DO0375
 DO0375                         *CURRENT SURVEY CONTROL
 DO0375  ___________________________________________________________________
 DO0375* NAD 83(1986)-  33 34 40.     (N)    098 30 12.     (W)     SCALED    
 DO0375* NAVD 88     -       315.250  (meters)    1034.28   (feet)  ADJUSTED  
 DO0375  ___________________________________________________________________
 DO0375  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DO0375  DYNAMIC HT  -         314.893 (meters)    1033.11  (feet)  COMP
 DO0375  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 DO0375
 DO0375  VERT ORDER  -  SECOND    CLASS 0
 DO0375
 DO0375.The horizontal coordinates were scaled from a topographic map and have
 DO0375.an estimated accuracy of +/- 6 seconds.
 DO0375
 DO0375.The orthometric height was determined by differential leveling
 DO0375.and adjusted by the National Geodetic Survey in June 1991..
 DO0375
 DO0375.The geoid height was determined by GEOID03.
 DO0375
 DO0375.The dynamic height is computed by dividing the NAVD 88
 DO0375.geopotential number by the normal gravity value computed on the
 DO0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0375.degrees latitude (g = 980.6199 gals.).
 DO0375
 DO0375.The modeled gravity was interpolated from observed gravity values.
 DO0375
 DO0375;                    North         East    Units  Estimated Accuracy
 DO0375;SPC TXNC     - 2,211,930.      599,690.      MT  (+/- 180 meters Scaled)
 DO0375
 DO0375                          SUPERSEDED SURVEY CONTROL
 DO0375
 DO0375  NGVD 29 (??/??/92)  315.175  (m)         1034.04   (f) ADJ UNCH    2 0
 DO0375
 DO0375.Superseded values are not recommended for survey control.
 DO0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0375.See file dsdata.txt to determine how the superseded data were derived.
 DO0375
 DO0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC460154(NAD 83)
 DO0375_MARKER: DB = BENCH MARK DISK
 DO0375_SETTING: 66 = SET IN ROCK OUTCROP
 DO0375_SP_SET: OUTCROP
 DO0375_STAMPING: G 1169 1961
 DO0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0375+STABILITY: POSITION/ELEVATION WELL
 DO0375
 DO0375  HISTORY     - Date     Condition        Report By
 DO0375  HISTORY     - 1961     MONUMENTED       CGS
 DO0375
 DO0375                          STATION DESCRIPTION
 DO0375
 DO0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0375'3.9 MI W FROM WINDTHORST.
 DO0375'ABOUT 3.9 MILES WEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 DO0375'WINDTHORST, 0.1 MILE WEST OF THE JUNCTION OF THE HIGHWAY AND FARM ROAD
 DO0375'172, 85 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 DO0375'OF A LARGE SANDSTONE OUTCROP, 35 FEET SOUTH OF A FENCE, ABOUT 5 FEET
 DO0375'ABOVE THE LEVEL OF THE HIGHWAY, AND PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0036 ***********************************************************************
 CA0036  DESIGNATION -  G 117 RESET 1940
 CA0036  PID         -  CA0036
 CA0036  STATE/COUNTY-  TX/HAMILTON
 CA0036  USGS QUAD   -  HAMILTON EAST (1979)
 CA0036
 CA0036                         *CURRENT SURVEY CONTROL
 CA0036  ___________________________________________________________________
 CA0036* NAD 83(1986)-  31 44 09.     (N)    098 07 05.     (W)     SCALED    
 CA0036* NAVD 88     -       358.64   (meters)    1176.6    (feet)  RESET     
 CA0036  ___________________________________________________________________
 CA0036  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CA0036
 CA0036  VERT ORDER  -  THIRD
 CA0036
 CA0036.The horizontal coordinates were scaled from a topographic map and have
 CA0036.an estimated accuracy of +/- 6 seconds.
 CA0036
 CA0036.The orthometric height was computed from unverified reset data.
 CA0036
 CA0036.The geoid height was determined by GEOID03.
 CA0036
 CA0036;                    North         East    Units  Estimated Accuracy
 CA0036;SPC TX C     - 3,231,480.      909,910.      MT  (+/- 180 meters Scaled)
 CA0036
 CA0036                          SUPERSEDED SURVEY CONTROL
 CA0036
 CA0036.No superseded survey control is available for this station.
 CA0036
 CA0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA835114(NAD 83)
 CA0036_MARKER: DB = BENCH MARK DISK
 CA0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0036_STAMPING: G 117 RESET 1940
 CA0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0036+STABILITY: SURFACE MOTION
 CA0036
 CA0036  HISTORY     - Date     Condition        Report By
 CA0036  HISTORY     - 1940     MONUMENTED       TXHD
 CA0036  HISTORY     - 1956     GOOD             USGS
 CA0036  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CA0036
 CA0036                          STATION DESCRIPTION
 CA0036
 CA0036'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1940
 CA0036'2.6 MI N FROM HAMILTON.
 CA0036'2.6 MILES NORTH ALONG U. S. HIGHWAY 281 FROM THE COURTHOUSE AT
 CA0036'HAMILTON, HAMILTON COUNTY, AT THE INTERSECTION OF AN EAST-AND-WEST
 CA0036'ROAD, 75 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 58 FEET WEST OF
 CA0036'THE CENTERLINE OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
 CA0036
 CA0036                          STATION RECOVERY (1956)
 CA0036
 CA0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CA0036'RECOVERED IN GOOD CONDITION.
 CA0036
 CA0036                          STATION RECOVERY (2001)
 CA0036
 CA0036'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0177 ***********************************************************************
 DO0177  DESIGNATION -  G 1170
 DO0177  PID         -  DO0177
 DO0177  STATE/COUNTY-  TX/JACK
 DO0177  USGS QUAD   -  JACKSBORO NE (1982)
 DO0177
 DO0177                         *CURRENT SURVEY CONTROL
 DO0177  ___________________________________________________________________
 DO0177* NAD 83(1986)-  33 08 53.     (N)    098 07 23.     (W)     SCALED    
 DO0177* NAVD 88     -       356.056  (meters)    1168.16   (feet)  ADJUSTED  
 DO0177  ___________________________________________________________________
 DO0177  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DO0177  DYNAMIC HT  -         355.641 (meters)    1166.80  (feet)  COMP
 DO0177  MODELED GRAV-     979,461.6   (mgal)                       NAVD 88
 DO0177
 DO0177  VERT ORDER  -  SECOND    CLASS 0
 DO0177
 DO0177.The horizontal coordinates were scaled from a topographic map and have
 DO0177.an estimated accuracy of +/- 6 seconds.
 DO0177
 DO0177.The orthometric height was determined by differential leveling
 DO0177.and adjusted by the National Geodetic Survey in June 1991..
 DO0177
 DO0177.The geoid height was determined by GEOID03.
 DO0177
 DO0177.The dynamic height is computed by dividing the NAVD 88
 DO0177.geopotential number by the normal gravity value computed on the
 DO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0177.degrees latitude (g = 980.6199 gals.).
 DO0177
 DO0177.The modeled gravity was interpolated from observed gravity values.
 DO0177
 DO0177;                    North         East    Units  Estimated Accuracy
 DO0177;SPC TXNC     - 2,164,330.      635,160.      MT  (+/- 180 meters Scaled)
 DO0177
 DO0177                          SUPERSEDED SURVEY CONTROL
 DO0177
 DO0177  NGVD 29 (??/??/92)  355.971  (m)         1167.88   (f) ADJ UNCH    2 0
 DO0177
 DO0177.Superseded values are not recommended for survey control.
 DO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0177.See file dsdata.txt to determine how the superseded data were derived.
 DO0177
 DO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB817680(NAD 83)
 DO0177_MARKER: DB = BENCH MARK DISK
 DO0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0177_SP_SET: CULVERT
 DO0177_STAMPING: G 1170 1961
 DO0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0177
 DO0177  HISTORY     - Date     Condition        Report By
 DO0177  HISTORY     - 1961     MONUMENTED       CGS
 DO0177  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0177  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 DO0177
 DO0177                          STATION DESCRIPTION
 DO0177
 DO0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0177'6.2 MI SE FROM JACKSBORO.
 DO0177'ABOUT 4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0177'199 FROM THE COURTHOUSE AT JACKSBORO, THENCE 2.0 MILES SOUTH ALONG A
 DO0177'GRADED DIRT ROAD, 0.55 MILE NORTH OF AN OIL PUMPING STATION, 11 FEET
 DO0177'EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE NORTHEAST
 DO0177'CONCRETE WING WALL OF A CONCRETE CULVERT, AND ABOUT LEVEL WITH THE
 DO0177'ROAD.
 DO0177
 DO0177                          STATION RECOVERY (2001)
 DO0177
 DO0177'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0177'MARK NOT FOUND.
 DO0177
 DO0177                          STATION RECOVERY (2005)
 DO0177
 DO0177'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0352 ***********************************************************************
 CU0352  DESIGNATION -  G 1171
 CU0352  PID         -  CU0352
 CU0352  STATE/COUNTY-  TX/MITCHELL
 CU0352  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0352
 CU0352                         *CURRENT SURVEY CONTROL
 CU0352  ___________________________________________________________________
 CU0352* NAD 83(1986)-  32 17 29.     (N)    100 48 48.     (W)     SCALED    
 CU0352* NAVD 88     -       663.733  (meters)    2177.60   (feet)  ADJUSTED  
 CU0352  ___________________________________________________________________
 CU0352  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CU0352  DYNAMIC HT  -         662.848 (meters)    2174.69  (feet)  COMP
 CU0352  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 CU0352
 CU0352  VERT ORDER  -  SECOND    CLASS 0
 CU0352
 CU0352.The horizontal coordinates were scaled from a topographic map and have
 CU0352.an estimated accuracy of +/- 6 seconds.
 CU0352
 CU0352.The orthometric height was determined by differential leveling
 CU0352.and adjusted by the National Geodetic Survey in June 1991..
 CU0352
 CU0352.The geoid height was determined by GEOID03.
 CU0352
 CU0352.The dynamic height is computed by dividing the NAVD 88
 CU0352.geopotential number by the normal gravity value computed on the
 CU0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0352.degrees latitude (g = 980.6199 gals.).
 CU0352
 CU0352.The modeled gravity was interpolated from observed gravity values.
 CU0352
 CU0352;                    North         East    Units  Estimated Accuracy
 CU0352;SPC TXNC     - 2,071,680.      382,130.      MT  (+/- 180 meters Scaled)
 CU0352
 CU0352                          SUPERSEDED SURVEY CONTROL
 CU0352
 CU0352  NGVD 29 (??/??/92)  663.526  (m)         2176.92   (f) ADJ UNCH    2 0
 CU0352
 CU0352.Superseded values are not recommended for survey control.
 CU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0352.See file dsdata.txt to determine how the superseded data were derived.
 CU0352
 CU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA292741(NAD 83)
 CU0352_MARKER: DB = BENCH MARK DISK
 CU0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0352_STAMPING: G 1171 1961
 CU0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0352+STABILITY: SURFACE MOTION
 CU0352
 CU0352  HISTORY     - Date     Condition        Report By
 CU0352  HISTORY     - 1961     MONUMENTED       CGS
 CU0352
 CU0352                          STATION DESCRIPTION
 CU0352
 CU0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0352'8.5 MI SE FROM COLORADO CITY.
 CU0352'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0352'STATION AT COLORADO CITY, THENCE 6.7 MILES SOUTHEAST ALONG STATE
 CU0352'HIGHWAY 208, 0.1 MILE SOUTHEAST OF THE PAYNE BAPTIST CHURCH AND THE
 CU0352'INTERSECTION OF THE HIGHWAY AND A DIRT ROAD, ABOUT 250 FEET SOUTHEAST
 CU0352'OF THE CREST OF A HILL, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CU0352'HIGHWAY, 22 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A
 CU0352'FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 CU0352'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CU0352'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB1004 ***********************************************************************
 CB1004  DESIGNATION -  G 1172 RESET
 CB1004  PID         -  CB1004
 CB1004  STATE/COUNTY-  TX/COKE
 CB1004  USGS QUAD   -  EDITH (1987)
 CB1004
 CB1004                         *CURRENT SURVEY CONTROL
 CB1004  ___________________________________________________________________
 CB1004* NAD 83(1986)-  31 59 56.     (N)    100 32 39.     (W)     SCALED    
 CB1004* NAVD 88     -       625.60   (meters)    2052.5    (feet)  RESET     
 CB1004  ___________________________________________________________________
 CB1004  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 CB1004
 CB1004  VERT ORDER  -  THIRD
 CB1004
 CB1004.The horizontal coordinates were scaled from a topographic map and have
 CB1004.an estimated accuracy of +/- 6 seconds.
 CB1004
 CB1004.The orthometric height was computed from unverified reset data.
 CB1004
 CB1004.The geoid height was determined by GEOID03.
 CB1004
 CB1004;                    North         East    Units  Estimated Accuracy
 CB1004;SPC TX C     - 3,258,570.      680,080.      MT  (+/- 180 meters Scaled)
 CB1004
 CB1004                          SUPERSEDED SURVEY CONTROL
 CB1004
 CB1004  NGVD 29 (01/29/03)  625.39   (m)         2051.8    (f) RESET       3  
 CB1004
 CB1004.Superseded values are not recommended for survey control.
 CB1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB1004.See file dsdata.txt to determine how the superseded data were derived.
 CB1004
 CB1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA541413(NAD 83)
 CB1004_MARKER: DV = VERTICAL CONTROL DISK
 CB1004_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CB1004_SP_SET: HEADWALL
 CB1004_STAMPING: G 1172 RESET 1980
 CB1004_MARK LOGO: NGS   
 CB1004_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1004+STABILITY: SURFACE MOTION
 CB1004
 CB1004  HISTORY     - Date     Condition        Report By
 CB1004  HISTORY     - 1980     MONUMENTED       TXHD
 CB1004
 CB1004                          STATION DESCRIPTION
 CB1004
 CB1004'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1980
 CB1004'0.2 MILES (0.3 KM) NORTHEAST ALONG LOOP 229 FROM THE COURTHOUSE IN
 CB1004'ROBERT LEE, THENCE 8.3 MILES (13.4 KM) NORTHWEST ALONG STATE HIGHWAY
 CB1004'208, OR 0.6 MILES (1.0 KM) NORTH ALONG FARM ROAD 1672 FROM THE BRICK
 CB1004'SCHOOL HOUSE IN SILVER, THENCE 10.75 MILES (17.30 KM) SOUTHEAST ALONG
 CB1004'STATE HIGHWAY 208, IN A MULTI-BOX CULVERT AT HIGHWAY STATION 649+53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0108 ***********************************************************************
 CU0108  DESIGNATION -  G 1173 RESET 1967
 CU0108  PID         -  CU0108
 CU0108  STATE/COUNTY-  TX/FISHER
 CU0108  USGS QUAD   -  LONGWORTH (1969)
 CU0108
 CU0108                         *CURRENT SURVEY CONTROL
 CU0108  ___________________________________________________________________
 CU0108* NAD 83(1986)-  32 39 08.     (N)    100 22 30.     (W)     SCALED    
 CU0108* NAVD 88     -       610.28   (+/-2cm)    2002.2    (feet)  VERTCON   
 CU0108  ___________________________________________________________________
 CU0108  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CU0108
 CU0108  VERT ORDER  -  THIRD (See Below)
 CU0108
 CU0108.The horizontal coordinates were scaled from a topographic map and have
 CU0108.an estimated accuracy of +/- 6 seconds.
 CU0108
 CU0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0108.The vertical order pertains to the NGVD 29 superseded value.
 CU0108
 CU0108.The geoid height was determined by GEOID03.
 CU0108
 CU0108;                    North         East    Units  Estimated Accuracy
 CU0108;SPC TXNC     - 2,110,860.      424,120.      MT  (+/- 180 meters Scaled)
 CU0108
 CU0108                          SUPERSEDED SURVEY CONTROL
 CU0108
 CU0108  NGVD 29 (01/29/03)  610.05   (m)         2001.5    (f) RESET       3  
 CU0108
 CU0108.Superseded values are not recommended for survey control.
 CU0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0108.See file dsdata.txt to determine how the superseded data were derived.
 CU0108
 CU0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB710135(NAD 83)
 CU0108_MARKER: DB = BENCH MARK DISK
 CU0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0108_SP_SET: CULVERT
 CU0108_STAMPING: G 1173 1961
 CU0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0108
 CU0108  HISTORY     - Date     Condition        Report By
 CU0108  HISTORY     - 1967     MONUMENTED       TXHD
 CU0108  HISTORY     - 1967     GOOD             NGS
 CU0108
 CU0108                          STATION DESCRIPTION
 CU0108
 CU0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CU0108'2.8 MI NW FROM LONGWORTH.
 CU0108'ABOUT 2.05 MILES SOUTHWEST ALONG FARM ROAD 57 FROM THE POST OFFICE AT
 CU0108'LONGWORTH, THENCE 0.9 MILE NORTH ALONG STATE HIGHWAY 70, 1 1/2
 CU0108'TELEPHONE POLES SOUTH OF THE INTERSECTION OF THE HIGHWAY AND A DIRT
 CU0108'ROAD, 14 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 CU0108'OF HEADWALL OF CULVERT UNDER HIGHWAY, AT HIGHWAY STATION 688+77.
 CU0108'NOTE-- ORIGINAL DISK WAS USED FOR RESETING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0413 ***********************************************************************
 CU0413  DESIGNATION -  G 1174
 CU0413  PID         -  CU0413
 CU0413  STATE/COUNTY-  TX/KENT
 CU0413  USGS QUAD   -  TIGE CANYON (1969)
 CU0413
 CU0413                         *CURRENT SURVEY CONTROL
 CU0413  ___________________________________________________________________
 CU0413* NAD 83(1986)-  32 59 25.     (N)    100 31 59.     (W)     SCALED    
 CU0413* NAVD 88     -       648.989  (meters)    2129.22   (feet)  ADJUSTED  
 CU0413  ___________________________________________________________________
 CU0413  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CU0413  DYNAMIC HT  -         648.160 (meters)    2126.50  (feet)  COMP
 CU0413  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 CU0413
 CU0413  VERT ORDER  -  SECOND    CLASS 0
 CU0413
 CU0413.The horizontal coordinates were scaled from a topographic map and have
 CU0413.an estimated accuracy of +/- 6 seconds.
 CU0413
 CU0413.The orthometric height was determined by differential leveling
 CU0413.and adjusted by the National Geodetic Survey in June 1991..
 CU0413
 CU0413.The geoid height was determined by GEOID03.
 CU0413
 CU0413.The dynamic height is computed by dividing the NAVD 88
 CU0413.geopotential number by the normal gravity value computed on the
 CU0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0413.degrees latitude (g = 980.6199 gals.).
 CU0413
 CU0413.The modeled gravity was interpolated from observed gravity values.
 CU0413
 CU0413;                    North         East    Units  Estimated Accuracy
 CU0413;SPC TXNC     - 2,148,610.      410,020.      MT  (+/- 180 meters Scaled)
 CU0413
 CU0413                          SUPERSEDED SURVEY CONTROL
 CU0413
 CU0413  NGVD 29 (??/??/92)  648.739  (m)         2128.40   (f) ADJ UNCH    2 0
 CU0413
 CU0413.Superseded values are not recommended for survey control.
 CU0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0413.See file dsdata.txt to determine how the superseded data were derived.
 CU0413
 CU0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB567512(NAD 83)
 CU0413_MARKER: DB = BENCH MARK DISK
 CU0413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0413_SP_SET: 16.5 FT
 CU0413_STAMPING: G 1174 1961
 CU0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0413
 CU0413  HISTORY     - Date     Condition        Report By
 CU0413  HISTORY     - 1961     MONUMENTED       CGS
 CU0413
 CU0413                          STATION DESCRIPTION
 CU0413
 CU0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0413'11.45 MI NW FROM ROTAN.
 CU0413'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0413'OF A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 11.35 MILES NORTHWEST
 CU0413'ALONG STATE HIGHWAY 70, 0.2 MILE NORTHWEST OF A STOCK PEN ON THE
 CU0413'NORTHEAST SIDE OF THE HIGHWAY, ON THE INSIDE OF A LONG CURVE IN THE
 CU0413'HIGHWAY, 60 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2
 CU0413'FEET NORTHEAST OF A FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST,
 CU0413'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A
 CU0413'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 1/2 FEET AND IS
 CU0413'ENCASED IN A 6-INCH TILE THAT PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0090 ***********************************************************************
 CT0090  DESIGNATION -  G 1175
 CT0090  PID         -  CT0090
 CT0090  STATE/COUNTY-  TX/PALO PINTO
 CT0090  USGS QUAD   -  WHITT (1984)
 CT0090
 CT0090                         *CURRENT SURVEY CONTROL
 CT0090  ___________________________________________________________________
 CT0090* NAD 83(1986)-  32 57 18.     (N)    098 03 51.     (W)     SCALED    
 CT0090* NAVD 88     -       353.425  (meters)    1159.53   (feet)  ADJUSTED  
 CT0090  ___________________________________________________________________
 CT0090  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CT0090  DYNAMIC HT  -         352.996 (meters)    1158.12  (feet)  COMP
 CT0090  MODELED GRAV-     979,413.4   (mgal)                       NAVD 88
 CT0090
 CT0090  VERT ORDER  -  SECOND    CLASS 0
 CT0090
 CT0090.The horizontal coordinates were scaled from a topographic map and have
 CT0090.an estimated accuracy of +/- 6 seconds.
 CT0090
 CT0090.The orthometric height was determined by differential leveling
 CT0090.and adjusted by the National Geodetic Survey in June 1991..
 CT0090
 CT0090.The geoid height was determined by GEOID03.
 CT0090
 CT0090.The dynamic height is computed by dividing the NAVD 88
 CT0090.geopotential number by the normal gravity value computed on the
 CT0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0090.degrees latitude (g = 980.6199 gals.).
 CT0090
 CT0090.The modeled gravity was interpolated from observed gravity values.
 CT0090
 CT0090;                    North         East    Units  Estimated Accuracy
 CT0090;SPC TXNC     - 2,142,950.      640,750.      MT  (+/- 180 meters Scaled)
 CT0090
 CT0090                          SUPERSEDED SURVEY CONTROL
 CT0090
 CT0090  NGVD 29 (??/??/92)  353.325  (m)         1159.20   (f) ADJ UNCH    2 0
 CT0090
 CT0090.Superseded values are not recommended for survey control.
 CT0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0090.See file dsdata.txt to determine how the superseded data were derived.
 CT0090
 CT0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB874466(NAD 83)
 CT0090_MARKER: DB = BENCH MARK DISK
 CT0090_SETTING: 80 = SET IN A BOULDER
 CT0090_SP_SET: BOULDERS
 CT0090_STAMPING: G 1175 1961
 CT0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0090+STABILITY: SURFACE MOTION
 CT0090
 CT0090  HISTORY     - Date     Condition        Report By
 CT0090  HISTORY     - 1961     MONUMENTED       CGS
 CT0090  HISTORY     - 19980822 MARK NOT FOUND   USPSQD
 CT0090  HISTORY     - 20050416 GOOD             USPSQD
 CT0090
 CT0090                          STATION DESCRIPTION
 CT0090
 CT0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0090'5.55 MI S FROM PERRIN.
 CT0090'ABOUT 5.55 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL
 CT0090'BUILDING AT PERRIN, 0.3 MILE NORTH OF THE INTERSECTION OF THE HIGHWAY
 CT0090'AND FARM ROAD 52, 66 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET
 CT0090'IN THE TOP OF A LARGE BOULDER AND AT THE NORTHEAST EDGE OF A SMALL
 CT0090'GROUP OF BOULDERS, 17 FEET WEST OF A FENCE, 24 FEET NORTHWEST OF A
 CT0090'TELEPHONE POLE, ABOUT LEVEL WITH THE HIGHWAY, AND PROJECTING 4 INCHES.
 CT0090
 CT0090                          STATION RECOVERY (1998)
 CT0090
 CT0090'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0090'MARK NOT FOUND.
 CT0090
 CT0090                          STATION RECOVERY (2005)
 CT0090
 CT0090'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0445 ***********************************************************************
 CU0445  DESIGNATION -  G 1176
 CU0445  PID         -  CU0445
 CU0445  STATE/COUNTY-  TX/SCURRY
 CU0445  USGS QUAD   -  HERMLEIGH (1979)
 CU0445
 CU0445                         *CURRENT SURVEY CONTROL
 CU0445  ___________________________________________________________________
 CU0445* NAD 83(1986)-  32 42 43.     (N)    100 46 56.     (W)     SCALED    
 CU0445* NAVD 88     -       742.149  (meters)    2434.87   (feet)  ADJUSTED  
 CU0445  ___________________________________________________________________
 CU0445  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CU0445  DYNAMIC HT  -         741.162 (meters)    2431.63  (feet)  COMP
 CU0445  MODELED GRAV-     979,284.1   (mgal)                       NAVD 88
 CU0445
 CU0445  VERT ORDER  -  SECOND    CLASS 0
 CU0445
 CU0445.The horizontal coordinates were scaled from a topographic map and have
 CU0445.an estimated accuracy of +/- 6 seconds.
 CU0445
 CU0445.The orthometric height was determined by differential leveling
 CU0445.and adjusted by the National Geodetic Survey in June 1991..
 CU0445
 CU0445.The geoid height was determined by GEOID03.
 CU0445
 CU0445.The dynamic height is computed by dividing the NAVD 88
 CU0445.geopotential number by the normal gravity value computed on the
 CU0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0445.degrees latitude (g = 980.6199 gals.).
 CU0445
 CU0445.The modeled gravity was interpolated from observed gravity values.
 CU0445
 CU0445;                    North         East    Units  Estimated Accuracy
 CU0445;SPC TXNC     - 2,118,240.      386,070.      MT  (+/- 180 meters Scaled)
 CU0445
 CU0445                          SUPERSEDED SURVEY CONTROL
 CU0445
 CU0445  NGVD 29 (??/??/92)  741.860  (m)         2433.92   (f) ADJ UNCH    2 0
 CU0445
 CU0445.Superseded values are not recommended for survey control.
 CU0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0445.See file dsdata.txt to determine how the superseded data were derived.
 CU0445
 CU0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB329207(NAD 83)
 CU0445_MARKER: DB = BENCH MARK DISK
 CU0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0445_STAMPING: G 1176 1961
 CU0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0445+STABILITY: SURFACE MOTION
 CU0445
 CU0445  HISTORY     - Date     Condition        Report By
 CU0445  HISTORY     - 1961     MONUMENTED       CGS
 CU0445
 CU0445                          STATION DESCRIPTION
 CU0445
 CU0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0445'8.75 MI E FROM SNYDER.
 CU0445'ABOUT 3.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CU0445'FROM THE STATION AT SNYDER, THENCE 5.45 MILES EAST ALONG U. S. HIGHWAY
 CU0445'180, 119 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 103 FEET
 CU0445'NORTHEAST OF THE CENTER LINE OF FARM ROAD 644, 159 FEET EAST-SOUTHEAST
 CU0445'OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND THE FARM ROAD,
 CU0445'EAST OF AND ACROSS THE INTERSECTION FROM A TAN BRICK FARMHOUSE, 2 FEET
 CU0445'NORTHWEST OF A FENCE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 CU0445'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CU0445'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0237 ***********************************************************************
 CB0237  DESIGNATION -  G 1177
 CB0237  PID         -  CB0237
 CB0237  STATE/COUNTY-  TX/COKE
 CB0237  USGS QUAD   -  EDITH (1987)
 CB0237
 CB0237                         *CURRENT SURVEY CONTROL
 CB0237  ___________________________________________________________________
 CB0237* NAD 83(1986)-  31 54 14.     (N)    100 36 39.     (W)     SCALED    
 CB0237* NAVD 88     -       595.901  (meters)    1955.05   (feet)  ADJUSTED  
 CB0237  ___________________________________________________________________
 CB0237  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 CB0237  DYNAMIC HT  -         595.103 (meters)    1952.43  (feet)  COMP
 CB0237  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 CB0237
 CB0237  VERT ORDER  -  SECOND    CLASS 0
 CB0237
 CB0237.The horizontal coordinates were scaled from a topographic map and have
 CB0237.an estimated accuracy of +/- 6 seconds.
 CB0237
 CB0237.The orthometric height was determined by differential leveling
 CB0237.and adjusted by the National Geodetic Survey in June 1991..
 CB0237
 CB0237.The geoid height was determined by GEOID03.
 CB0237
 CB0237.The dynamic height is computed by dividing the NAVD 88
 CB0237.geopotential number by the normal gravity value computed on the
 CB0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0237.degrees latitude (g = 980.6199 gals.).
 CB0237
 CB0237.The modeled gravity was interpolated from observed gravity values.
 CB0237
 CB0237;                    North         East    Units  Estimated Accuracy
 CB0237;SPC TX C     - 3,248,050.      673,750.      MT  (+/- 180 meters Scaled)
 CB0237
 CB0237                          SUPERSEDED SURVEY CONTROL
 CB0237
 CB0237  NGVD 29 (??/??/92)  595.700  (m)         1954.39   (f) ADJ UNCH    2 0
 CB0237
 CB0237.Superseded values are not recommended for survey control.
 CB0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0237.See file dsdata.txt to determine how the superseded data were derived.
 CB0237
 CB0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA476309(NAD 83)
 CB0237_MARKER: DB = BENCH MARK DISK
 CB0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0237_STAMPING: G 1177 1961
 CB0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0237+STABILITY: SURFACE MOTION
 CB0237
 CB0237  HISTORY     - Date     Condition        Report By
 CB0237  HISTORY     - 1961     MONUMENTED       CGS
 CB0237
 CB0237                          STATION DESCRIPTION
 CB0237
 CB0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0237'8.2 MI W FROM ROBERT LEE.
 CB0237'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0237'ROBERT LEE, THENCE 7.95 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0237'ROAD 387, AT THE JUNCTION OF THE HIGHWAY AND A ROAD LEADING NORTH, 140
 CB0237'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 93 FEET WEST OF THE
 CB0237'CENTER LINE OF THE ROAD, 211 FEET NORTHWEST OF THE CENTER OF THE ROAD
 CB0237'JUNCTION 2 FEET SOUTH OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS
 CB0237'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 CB0237'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0265 ***********************************************************************
 CB0265  DESIGNATION -  G 1178
 CB0265  PID         -  CB0265
 CB0265  STATE/COUNTY-  TX/STERLING
 CB0265  USGS QUAD   -  STERLING CITY NW (1987)
 CB0265
 CB0265                         *CURRENT SURVEY CONTROL
 CB0265  ___________________________________________________________________
 CB0265* NAD 83(1986)-  31 53 59.     (N)    100 57 11.     (W)     SCALED    
 CB0265* NAVD 88     -       757.379  (meters)    2484.83   (feet)  ADJUSTED  
 CB0265  ___________________________________________________________________
 CB0265  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 CB0265  DYNAMIC HT  -         756.339 (meters)    2481.42  (feet)  COMP
 CB0265  MODELED GRAV-     979,240.4   (mgal)                       NAVD 88
 CB0265
 CB0265  VERT ORDER  -  SECOND    CLASS 0
 CB0265
 CB0265.The horizontal coordinates were scaled from a topographic map and have
 CB0265.an estimated accuracy of +/- 6 seconds.
 CB0265
 CB0265.The orthometric height was determined by differential leveling
 CB0265.and adjusted by the National Geodetic Survey in June 1991..
 CB0265
 CB0265.The geoid height was determined by GEOID03.
 CB0265
 CB0265.The dynamic height is computed by dividing the NAVD 88
 CB0265.geopotential number by the normal gravity value computed on the
 CB0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0265.degrees latitude (g = 980.6199 gals.).
 CB0265
 CB0265.The modeled gravity was interpolated from observed gravity values.
 CB0265
 CB0265;                    North         East    Units  Estimated Accuracy
 CB0265;SPC TX C     - 3,247,720.      641,380.      MT  (+/- 180 meters Scaled)
 CB0265
 CB0265                          SUPERSEDED SURVEY CONTROL
 CB0265
 CB0265  NGVD 29 (??/??/92)  757.144  (m)         2484.06   (f) ADJ UNCH    2 0
 CB0265
 CB0265.Superseded values are not recommended for survey control.
 CB0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0265.See file dsdata.txt to determine how the superseded data were derived.
 CB0265
 CB0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA153309(NAD 83)
 CB0265_MARKER: DB = BENCH MARK DISK
 CB0265_SETTING: 66 = SET IN ROCK OUTCROP
 CB0265_SP_SET: FLAT ROCK OUTCROP
 CB0265_STAMPING: G 1178 1961
 CB0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0265+STABILITY: POSITION/ELEVATION WELL
 CB0265
 CB0265  HISTORY     - Date     Condition        Report By
 CB0265  HISTORY     - 1961     MONUMENTED       CGS
 CB0265  HISTORY     - 1972     GOOD             NGS
 CB0265
 CB0265                          STATION DESCRIPTION
 CB0265
 CB0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0265'5.6 MI NE FROM STERLING CITY.
 CB0265'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0265'AT STERLING CITY, THENCE 4.85 MILES NORTH ALONG STATE HIGHWAY 158 AND
 CB0265'FARM ROAD 387, ABOUT 0.1 MILE NORTH OF A CURVE IN THE HIGHWAY, 71 FEET
 CB0265'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LARGE FLAT
 CB0265'ROCK OUTCROP, 20 FEET EAST OF A FENCE, ABOUT 6 FEET ABOVE THE LEVEL OF
 CB0265'THE HIGHWAY, AND FLUSH WITH THE GROUND.
 CB0265
 CB0265                          STATION RECOVERY (1972)
 CB0265
 CB0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CB0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0266 ***********************************************************************
 CB0266  DESIGNATION -  G 1178 RESET 1972
 CB0266  PID         -  CB0266
 CB0266  STATE/COUNTY-  TX/STERLING
 CB0266  USGS QUAD   -  STERLING CITY NW (1987)
 CB0266
 CB0266                         *CURRENT SURVEY CONTROL
 CB0266  ___________________________________________________________________
 CB0266* NAD 83(1986)-  31 53 59.     (N)    100 57 11.     (W)     SCALED    
 CB0266* NAVD 88     -       758.11   (+/-2cm)    2487.2    (feet)  VERTCON   
 CB0266  ___________________________________________________________________
 CB0266  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 CB0266
 CB0266  VERT ORDER  -  THIRD (See Below)
 CB0266
 CB0266.The horizontal coordinates were scaled from a topographic map and have
 CB0266.an estimated accuracy of +/- 6 seconds.
 CB0266
 CB0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0266.The vertical order pertains to the NGVD 29 superseded value.
 CB0266
 CB0266.The geoid height was determined by GEOID03.
 CB0266
 CB0266;                    North         East    Units  Estimated Accuracy
 CB0266;SPC TX C     - 3,247,720.      641,380.      MT  (+/- 180 meters Scaled)
 CB0266
 CB0266                          SUPERSEDED SURVEY CONTROL
 CB0266
 CB0266  NGVD 29 (01/29/03)  757.87   (m)         2486.4    (f) RESET       3  
 CB0266
 CB0266.Superseded values are not recommended for survey control.
 CB0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0266.See file dsdata.txt to determine how the superseded data were derived.
 CB0266
 CB0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA153309(NAD 83)
 CB0266_MARKER: DB = BENCH MARK DISK
 CB0266_SETTING: 66 = SET IN ROCK OUTCROP
 CB0266_SP_SET: BEDROCK
 CB0266_STAMPING: G 1178 RESET 1972
 CB0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0266+STABILITY: POSITION/ELEVATION WELL
 CB0266
 CB0266  HISTORY     - Date     Condition        Report By
 CB0266  HISTORY     - 1972     MONUMENTED       NGS
 CB0266
 CB0266                          STATION DESCRIPTION
 CB0266
 CB0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CB0266'5 MI NE FROM STERLING CITY.
 CB0266'FROM THE INTERSECTION OF UL.S. HIGHWAY 87 AND STATE HIGHWAY 158, WHICH
 CB0266'IS LOCATED ON THE EAST EDGE OF STERLING CITY.  GO NORTHERLY ON STATE
 CB0266'HIGHWAY 158 FOR 2.3 MILES TO BRIDGE, CONTINUE NORTHERLY ON STATE
 CB0266'HIGHWAY 158 FOR 2.2 MILES TO MARK ON THE RIGHT.  A STANDARD BENCH MARK
 CB0266'DISK, SET IN A DRILL-HOLE IN BEDROCK AND IS STAMPED G 1178 RESET 1972.
 CB0266'IT IS 97 FEET EAST OF THE CENTER-LINE OF HIGHWAY, AND 23 FEET EAST OF
 CB0266'THE ROAD RIGHT-OF-WAY AND FENCE-LINE.  THE BEDROCK IS A 3 X 3 FT.
 CB0266'TRIANGULAR SHAPE ROCK THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0425 ***********************************************************************
 CU0425  DESIGNATION -  G 1179
 CU0425  PID         -  CU0425
 CU0425  STATE/COUNTY-  TX/FISHER
 CU0425  USGS QUAD   -  HOBBS (1969)
 CU0425
 CU0425                         *CURRENT SURVEY CONTROL
 CU0425  ___________________________________________________________________
 CU0425* NAD 83(1986)-  32 51 00.     (N)    100 37 03.     (W)     SCALED    
 CU0425* NAVD 88     -       655.871  (meters)    2151.80   (feet)  ADJUSTED  
 CU0425  ___________________________________________________________________
 CU0425  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CU0425  DYNAMIC HT  -         655.020 (meters)    2149.01  (feet)  COMP
 CU0425  MODELED GRAV-     979,318.9   (mgal)                       NAVD 88
 CU0425
 CU0425  VERT ORDER  -  SECOND    CLASS 0
 CU0425
 CU0425.The horizontal coordinates were scaled from a topographic map and have
 CU0425.an estimated accuracy of +/- 6 seconds.
 CU0425
 CU0425.The orthometric height was determined by differential leveling
 CU0425.and adjusted by the National Geodetic Survey in June 1991..
 CU0425
 CU0425.The geoid height was determined by GEOID03.
 CU0425
 CU0425.The dynamic height is computed by dividing the NAVD 88
 CU0425.geopotential number by the normal gravity value computed on the
 CU0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0425.degrees latitude (g = 980.6199 gals.).
 CU0425
 CU0425.The modeled gravity was interpolated from observed gravity values.
 CU0425
 CU0425;                    North         East    Units  Estimated Accuracy
 CU0425;SPC TXNC     - 2,133,220.      401,820.      MT  (+/- 180 meters Scaled)
 CU0425
 CU0425                          SUPERSEDED SURVEY CONTROL
 CU0425
 CU0425  NGVD 29 (??/??/92)  655.615  (m)         2150.96   (f) ADJ UNCH    2 0
 CU0425
 CU0425.Superseded values are not recommended for survey control.
 CU0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0425.See file dsdata.txt to determine how the superseded data were derived.
 CU0425
 CU0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB486358(NAD 83)
 CU0425_MARKER: DB = BENCH MARK DISK
 CU0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0425_STAMPING: G 1179 1961
 CU0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0425+STABILITY: SURFACE MOTION
 CU0425
 CU0425  HISTORY     - Date     Condition        Report By
 CU0425  HISTORY     - 1961     MONUMENTED       CGS
 CU0425
 CU0425                          STATION DESCRIPTION
 CU0425
 CU0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0425'5.45 MI N FROM HOBBS.
 CU0425'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0425'HOBBS, THENCE 2.0 MILES NORTH ALONG FARM ROAD 611, THENCE 3.0 MILES
 CU0425'NORTH ALONG A GRADED DIRT ROAD TO THE ENTRANCE TO A RANCH AND PHILLIPS
 CU0425'AIRFIELD, THENCE 0.25 MILE WEST ALONG A PRIVATE ROAD, 10 FEET NORTH OF
 CU0425'THE CENTER LINE OF THE PRIVATE ROAD, 60 FEET SOUTH OF A POWER POLE, 1
 CU0425'1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF A HANGAR, AND SET IN THE TOP
 CU0425'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0353 ***********************************************************************
 CA0353  DESIGNATION -  G 118 RESET 1957
 CA0353  PID         -  CA0353
 CA0353  STATE/COUNTY-  TX/MILLS
 CA0353  USGS QUAD   -  LAKE MERRITT (1979)
 CA0353
 CA0353                         *CURRENT SURVEY CONTROL
 CA0353  ___________________________________________________________________
 CA0353* NAD 83(1986)-  31 31 46.     (N)    098 33 40.     (W)     SCALED    
 CA0353* NAVD 88     -       465.90   (meters)    1528.5    (feet)  RESET     
 CA0353  ___________________________________________________________________
 CA0353  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CA0353
 CA0353  VERT ORDER  -  THIRD
 CA0353
 CA0353.The horizontal coordinates were scaled from a topographic map and have
 CA0353.an estimated accuracy of +/- 6 seconds.
 CA0353
 CA0353.The orthometric height was computed from unverified reset data.
 CA0353
 CA0353.The geoid height was determined by GEOID03.
 CA0353
 CA0353;                    North         East    Units  Estimated Accuracy
 CA0353;SPC TX C     - 3,207,840.      868,290.      MT  (+/- 180 meters Scaled)
 CA0353
 CA0353                          SUPERSEDED SURVEY CONTROL
 CA0353
 CA0353.No superseded survey control is available for this station.
 CA0353
 CA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV416883(NAD 83)
 CA0353_MARKER: DB = BENCH MARK DISK
 CA0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0353_STAMPING: G 118 RESET 1957
 CA0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0353+STABILITY: SURFACE MOTION
 CA0353
 CA0353  HISTORY     - Date     Condition        Report By
 CA0353  HISTORY     - 1957     MONUMENTED       CGS
 CA0353  HISTORY     - 1976     GOOD             USGS
 CA0353
 CA0353                          STATION DESCRIPTION
 CA0353
 CA0353'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CA0353'5.6 MI N FROM GOLDTHWAITE.
 CA0353'5.7 MILES NORTH ALONG STATE HWY. 16 FROM THE COURTHOUSE AT
 CA0353'GOLDTHWAITE.  ABOUT 300 FEET SOUTH OF THE CREST OF A SMALL HILL, 13
 CA0353'FEET SOUTH OF AN EAST/WEST FENCE ALONG THE NORTH EDGE OF A SMALL FIELD
 CA0353'AND 1 FOOT EAST OF THE EAST ROW FENCE.  A STANDARD USGS TABLET SET IN
 CA0353'A CONCRETE POST AND STAMPED G 118 RESET 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0512 ***********************************************************************
 CU0512  DESIGNATION -  G 1180
 CU0512  PID         -  CU0512
 CU0512  STATE/COUNTY-  TX/SCURRY
 CU0512  USGS QUAD   -  IRA (1979)
 CU0512
 CU0512                         *CURRENT SURVEY CONTROL
 CU0512  ___________________________________________________________________
 CU0512* NAD 83(1986)-  32 33 33.     (N)    101 01 49.     (W)     SCALED    
 CU0512* NAVD 88     -       686.853  (meters)    2253.45   (feet)  ADJUSTED  
 CU0512  ___________________________________________________________________
 CU0512  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CU0512  DYNAMIC HT  -         685.938 (meters)    2250.45  (feet)  COMP
 CU0512  MODELED GRAV-     979,284.7   (mgal)                       NAVD 88
 CU0512
 CU0512  VERT ORDER  -  SECOND    CLASS 0
 CU0512
 CU0512.The horizontal coordinates were scaled from a topographic map and have
 CU0512.an estimated accuracy of +/- 6 seconds.
 CU0512
 CU0512.The orthometric height was determined by differential leveling
 CU0512.and adjusted by the National Geodetic Survey in June 1991..
 CU0512
 CU0512.The geoid height was determined by GEOID03.
 CU0512
 CU0512.The dynamic height is computed by dividing the NAVD 88
 CU0512.geopotential number by the normal gravity value computed on the
 CU0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0512.degrees latitude (g = 980.6199 gals.).
 CU0512
 CU0512.The modeled gravity was interpolated from observed gravity values.
 CU0512
 CU0512;                    North         East    Units  Estimated Accuracy
 CU0512;SPC TXNC     - 2,101,830.      362,410.      MT  (+/- 180 meters Scaled)
 CU0512
 CU0512                          SUPERSEDED SURVEY CONTROL
 CU0512
 CU0512  NGVD 29 (??/??/92)  686.590  (m)         2252.59   (f) ADJ UNCH    2 0
 CU0512
 CU0512.Superseded values are not recommended for survey control.
 CU0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0512.See file dsdata.txt to determine how the superseded data were derived.
 CU0512
 CU0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB093042(NAD 83)
 CU0512_MARKER: DB = BENCH MARK DISK
 CU0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0512_STAMPING: G 1180 1961
 CU0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0512+STABILITY: SURFACE MOTION
 CU0512
 CU0512  HISTORY     - Date     Condition        Report By
 CU0512  HISTORY     - 1961     MONUMENTED       CGS
 CU0512
 CU0512                          STATION DESCRIPTION
 CU0512
 CU0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0512'2.35 MI SW FROM IRA.
 CU0512'ABOUT 2.35 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0512'CHURCH AT IRA, 51 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 97
 CU0512'FEET SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE FOUNDATION FOR AN OIL
 CU0512'WELL PUMP, 69 FEET SOUTHEAST OF A POWER POLE WITH A LINE CROSSING OVER
 CU0512'THE HIGHWAY, 34 FEET NORTHEAST OF THE CENTER OF A GATE AND A ROAD
 CU0512'LEADING TO A GROUP OF OIL WELLS, 2 FEET SOUTHEAST OF A FENCE, 1.8 FEET
 CU0512'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CU0512'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0507 ***********************************************************************
 CU0507  DESIGNATION -  G 1181
 CU0507  PID         -  CU0507
 CU0507  STATE/COUNTY-  TX/SCURRY
 CU0507  USGS QUAD   -  IRA NE (1979)
 CU0507
 CU0507                         *CURRENT SURVEY CONTROL
 CU0507  ___________________________________________________________________
 CU0507* NAD 83(1986)-  32 43 43.     (N)    101 01 37.     (W)     SCALED    
 CU0507* NAVD 88     -       742.085  (meters)    2434.66   (feet)  ADJUSTED  
 CU0507  ___________________________________________________________________
 CU0507  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CU0507  DYNAMIC HT  -         741.111 (meters)    2431.46  (feet)  COMP
 CU0507  MODELED GRAV-     979,301.6   (mgal)                       NAVD 88
 CU0507
 CU0507  VERT ORDER  -  SECOND    CLASS 0
 CU0507
 CU0507.The horizontal coordinates were scaled from a topographic map and have
 CU0507.an estimated accuracy of +/- 6 seconds.
 CU0507
 CU0507.The orthometric height was determined by differential leveling
 CU0507.and adjusted by the National Geodetic Survey in June 1991..
 CU0507
 CU0507.The geoid height was determined by GEOID03.
 CU0507
 CU0507.The dynamic height is computed by dividing the NAVD 88
 CU0507.geopotential number by the normal gravity value computed on the
 CU0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0507.degrees latitude (g = 980.6199 gals.).
 CU0507
 CU0507.The modeled gravity was interpolated from observed gravity values.
 CU0507
 CU0507;                    North         East    Units  Estimated Accuracy
 CU0507;SPC TXNC     - 2,120,610.      363,180.      MT  (+/- 180 meters Scaled)
 CU0507
 CU0507                          SUPERSEDED SURVEY CONTROL
 CU0507
 CU0507  NGVD 29 (??/??/92)  741.781  (m)         2433.66   (f) ADJ UNCH    2 0
 CU0507
 CU0507.Superseded values are not recommended for survey control.
 CU0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0507.See file dsdata.txt to determine how the superseded data were derived.
 CU0507
 CU0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB100230(NAD 83)
 CU0507_MARKER: DB = BENCH MARK DISK
 CU0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0507_SP_SET: CULVERT
 CU0507_STAMPING: G 1181 1961
 CU0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0507
 CU0507  HISTORY     - Date     Condition        Report By
 CU0507  HISTORY     - 1961     MONUMENTED       CGS
 CU0507
 CU0507                          STATION DESCRIPTION
 CU0507
 CU0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0507'7.7 MI W FROM SNYDER.
 CU0507'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0507'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0507'6.6 MILES WEST ALONG U. S. HIGHWAY 180, 0.3 MILE EAST OF AN
 CU0507'INTERSECTION OF THE HIGHWAY AND A DIRT ROAD, 153 FEET EAST OF THE
 CU0507'CENTER OF A CROSSING OF THE HIGHWAY AND THE PANHANDLE AND SANTA FE
 CU0507'RAILWAY, 21 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CU0507'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A CULVERT,
 CU0507'AND ABOUT 8 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1235 ***********************************************************************
 AW1235  DESIGNATION -  G 1182
 AW1235  PID         -  AW1235
 AW1235  STATE/COUNTY-  TX/BRAZORIA
 AW1235  USGS QUAD   -  LIVERPOOL (1963)
 AW1235
 AW1235                         *CURRENT SURVEY CONTROL
 AW1235  ___________________________________________________________________
 AW1235* NAD 83(1986)-  29 17 14.     (N)    095 17 15.     (W)     SCALED    
 AW1235* NAVD 88     -         6.61   (+/-2cm)      21.7    (feet)  VERTCON   
 AW1235  ___________________________________________________________________
 AW1235  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1235
 AW1235  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1235
 AW1235.The horizontal coordinates were scaled from a topographic map and have
 AW1235.an estimated accuracy of +/- 6 seconds.
 AW1235
 AW1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1235.The vertical order pertains to the NGVD 29 superseded value.
 AW1235
 AW1235.The geoid height was determined by GEOID03.
 AW1235
 AW1235;                    North         East    Units  Estimated Accuracy
 AW1235;SPC TXSC     - 4,166,850.      960,630.      MT  (+/- 180 meters Scaled)
 AW1235
 AW1235                          SUPERSEDED SURVEY CONTROL
 AW1235
 AW1235  NGVD 29 (??/??/92)    6.612  (m)           21.69   (f) ADJ UNCH    1 1
 AW1235
 AW1235.Superseded values are not recommended for survey control.
 AW1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1235.See file dsdata.txt to determine how the superseded data were derived.
 AW1235
 AW1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN777419(NAD 83)
 AW1235_MARKER: DB = BENCH MARK DISK
 AW1235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1235_SP_SET: 24 FEET
 AW1235_STAMPING: G 1182 1963
 AW1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1235
 AW1235  HISTORY     - Date     Condition        Report By
 AW1235  HISTORY     - 1963     MONUMENTED       CGS
 AW1235  HISTORY     - 1973     GOOD             NGS
 AW1235  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1235  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1235
 AW1235                          STATION DESCRIPTION
 AW1235
 AW1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1235'0.8 MI SW FROM LIVERPOOL.
 AW1235'0.8 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1235'CROSSING OF MAIN STREET AT LIVERPOOL, 12 1/2 POLES SOUTHWEST OF
 AW1235'MILEPOLE 333, AT THE CROSSING OF A PRIVATE ROAD, 4-3/4 RAILS NORTHEAST
 AW1235'OF A SIGNAL LIGHT, 46.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 13 1/2
 AW1235'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AND A WIRE GATE, 1.3
 AW1235'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, ABOUT 4 FEET LOWER THAN THE
 AW1235'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A
 AW1235'DEPTH OF 24 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH
 AW1235'TILE PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW1235
 AW1235                          STATION RECOVERY (1978)
 AW1235
 AW1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1235'A SEARCH WAS MADE, NOT RECOVERED, THE RAILROAD RIGHT-OF-WAY HAS
 AW1235'BEEN GRADED AND THE WIRE GATE AND PRIVATE ROAD HAVE BEEN GRADED OUT.
 AW1235
 AW1235                          STATION RECOVERY (1987)
 AW1235
 AW1235'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0361 ***********************************************************************
 AW0361  DESIGNATION -  G 1183
 AW0361  PID         -  AW0361
 AW0361  STATE/COUNTY-  TX/HARRIS
 AW0361  USGS QUAD   -  SETTEGAST (1995)
 AW0361
 AW0361                         *CURRENT SURVEY CONTROL
 AW0361  ___________________________________________________________________
 AW0361* NAD 83(1986)-  29 48 47.     (N)    095 15 23.     (W)     SCALED    
 AW0361* NAVD 88     -        11.53   (+/-2cm)      37.8    (feet)  VERTCON   
 AW0361  ___________________________________________________________________
 AW0361  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0361  OBS GRAVITY -     979,293.8   (mgal)                       GRAV_OBS
 AW0361
 AW0361  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0361
 AW0361.The horizontal coordinates were scaled from a topographic map and have
 AW0361.an estimated accuracy of +/- 6 seconds.
 AW0361
 AW0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0361.The vertical order pertains to the NGVD 29 superseded value.
 AW0361
 AW0361.The geoid height was determined by GEOID03.
 AW0361.The observed gravity was obtained from relative gravimeter ties
 AW0361.to the IGSN71 gravity network.
 AW0361
 AW0361;                    North         East    Units  Estimated Accuracy
 AW0361;SPC TXSC     - 4,225,200.      961,780.      MT  (+/- 180 meters Scaled)
 AW0361
 AW0361                          SUPERSEDED SURVEY CONTROL
 AW0361
 AW0361  NGVD 29 (??/??/??)   11.527  (m)           37.82   (f) ADJUSTED    1 1
 AW0361
 AW0361.Superseded values are not recommended for survey control.
 AW0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0361.See file dsdata.txt to determine how the superseded data were derived.
 AW0361
 AW0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP819002(NAD 83)
 AW0361_MARKER: DB = BENCH MARK DISK
 AW0361_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0361_SP_SET: 40 FT.
 AW0361_STAMPING: G 1183 1963
 AW0361_MARK LOGO: CGS   
 AW0361_PROJECTION: FLUSH
 AW0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0361_ROD/PIPE-DEPTH: 12.2 meters
 AW0361
 AW0361  HISTORY     - Date     Condition        Report By
 AW0361  HISTORY     - 1963     MONUMENTED       CGS
 AW0361  HISTORY     - 1972     GOOD             NGS
 AW0361  HISTORY     - 1978     GOOD             NGS
 AW0361  HISTORY     - 1983     GOOD             NGS
 AW0361  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0361  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0361  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0361
 AW0361                          STATION DESCRIPTION
 AW0361
 AW0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0361'7.55 MI NE FROM HOUSTON.
 AW0361'ABOUT 7.55 MILES NORTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM THE
 AW0361'SOUTHERN PACIFIC RAILROAD STATION, ABOUT 0.15 MILE NORTHEAST OF THE
 AW0361'JUNCTION OF US HIGHWAY 90 AND LIBERTY RD., 50 FEET NORTHWEST OF THE
 AW0361'CENTER LINE OF THE HIGHWAY, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 AW0361'THE MAIN TRACK, 3.9 FEET WEST OF TELEPHONE POLE 182, 0.7 FOOT
 AW0361'SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A 5/8-INCH
 AW0361'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A
 AW0361'6-INCH METAL PIPE.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 AW0361
 AW0361                          STATION RECOVERY (1978)
 AW0361
 AW0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0361'RECOVERED IN GOOD CONDITION.
 AW0361
 AW0361                          STATION RECOVERY (1983)
 AW0361
 AW0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0361'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0361'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0361'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0361'SOUTHERN PACIFIC RAILROAD, THENCE 11.5 KM (7.15 MI) NORTHEAST ALONG
 AW0361'THE RAILROAD, 0.2 KM (0.15 MI) NORTHEAST OF THE JUNCTION OF U.S
 AW0361'HIGHWAY 90 AND LIBERTY ROAD, 15.24 METERS (50.0 FT) NORTHWEST OF THE
 AW0361'CENTERLINE OF U.S. HIGHWAY 90, 14.02 METERS (46.0 FT) SOUTHEAST OF THE
 AW0361'SOUTHEAST RAIL OF THE TRACKS, AND 1.19 METERS (3.9 FT) WEST OF
 AW0361'TELEPHONE POLE NUMBER 182.
 AW0361'THE MARK IS 0.15 METERS  SE FROM A WITNESS POST.
 AW0361'THE MARK IS 0.46 M BELOW HIGHWAY.
 AW0361
 AW0361                          STATION RECOVERY (1986)
 AW0361
 AW0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0361'THERE HAS BEEN GRADING AT THIS LOCATION.
 AW0361
 AW0361                          STATION RECOVERY (1987)
 AW0361
 AW0361'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0361'MARK NOT FOUND.
 AW0361
 AW0361                          STATION RECOVERY (1988)
 AW0361
 AW0361'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0932 ***********************************************************************
 AW0932  DESIGNATION -  G 1184
 AW0932  PID         -  AW0932
 AW0932  STATE/COUNTY-  TX/HARRIS
 AW0932  USGS QUAD   -  HIGHLANDS (1995)
 AW0932
 AW0932                         *CURRENT SURVEY CONTROL
 AW0932  ___________________________________________________________________
 AW0932* NAD 83(1986)-  29 46 33.     (N)    095 07 00.     (W)     SCALED    
 AW0932* NAVD 88     -         7.551  (meters)      24.77   (feet)  ADJUSTED  
 AW0932  ___________________________________________________________________
 AW0932  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0932  DYNAMIC HT  -           7.541 (meters)      24.74  (feet)  COMP
 AW0932  MODELED GRAV-     979,289.3   (mgal)                       NAVD 88
 AW0932
 AW0932  VERT ORDER  -  FIRST     CLASS II
 AW0932
 AW0932.The horizontal coordinates were scaled from a topographic map and have
 AW0932.an estimated accuracy of +/- 6 seconds.
 AW0932
 AW0932.The orthometric height was determined by differential leveling
 AW0932.and adjusted by the National Geodetic Survey in June 1991..
 AW0932
 AW0932.The geoid height was determined by GEOID03.
 AW0932
 AW0932.The dynamic height is computed by dividing the NAVD 88
 AW0932.geopotential number by the normal gravity value computed on the
 AW0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0932.degrees latitude (g = 980.6199 gals.).
 AW0932
 AW0932.The modeled gravity was interpolated from observed gravity values.
 AW0932
 AW0932;                    North         East    Units  Estimated Accuracy
 AW0932;SPC TXSC     - 4,221,520.      975,420.      MT  (+/- 180 meters Scaled)
 AW0932
 AW0932                          SUPERSEDED SURVEY CONTROL
 AW0932
 AW0932  NGVD 29 (12/23/87)    7.549  (m)           24.77   (f) ADJUSTED    1 2
 AW0932
 AW0932.Superseded values are not recommended for survey control.
 AW0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0932.See file dsdata.txt to determine how the superseded data were derived.
 AW0932
 AW0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN953958(NAD 83)
 AW0932_MARKER: DB = BENCH MARK DISK
 AW0932_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0932+WITH SETTING: PAVEMENT
 AW0932_SP_SET: TOWER FOOTING
 AW0932_STAMPING: G 1184 1964
 AW0932_MARK LOGO: CGS   
 AW0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0932+STABILITY: SURFACE MOTION
 AW0932
 AW0932  HISTORY     - Date     Condition        Report By
 AW0932  HISTORY     - 1964     MONUMENTED       CGS
 AW0932  HISTORY     - 1973     GOOD             NGS
 AW0932  HISTORY     - 1978     GOOD             DOD
 AW0932  HISTORY     - 1978     GOOD             NGS
 AW0932  HISTORY     - 1986     GOOD             NGS
 AW0932  HISTORY     - 1987     GOOD             USPSQD
 AW0932  HISTORY     - 1987     GOOD             USPSQD
 AW0932  HISTORY     - 1987     GOOD             USPSQD
 AW0932  HISTORY     - 1987     GOOD             USPSQD
 AW0932  HISTORY     - 1987     GOOD             USPSQD
 AW0932  HISTORY     - 1988     GOOD             USPSQD
 AW0932  HISTORY     - 1988     GOOD             USPSQD
 AW0932  HISTORY     - 1988     GOOD             USPSQD
 AW0932  HISTORY     - 1988     GOOD             USPSQD
 AW0932  HISTORY     - 1988     GOOD             USPSQD
 AW0932  HISTORY     - 1988     GOOD             USPSQD
 AW0932  HISTORY     - 1988     GOOD             USPSQD
 AW0932  HISTORY     - 1989     GOOD             USPSQD
 AW0932  HISTORY     - 19940818 GOOD             USPSQD
 AW0932
 AW0932                          STATION DESCRIPTION
 AW0932
 AW0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0932'0.15 MI W FROM CHANNELVIEW.
 AW0932'ABOUT 0.15 MILE WEST ALONG MARKET ST. FROM THE POST OFFICE AT
 AW0932'CHANNELVIEW, AT A ROW OF POWER LINE TOWERS WITH LINES CROSSING OVER
 AW0932'MARKET ST., 90 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 90 FEET
 AW0932'NORTHWEST OF THE CENTER LINE OF MARKET ST. SET IN THE TOP OF THE WEST
 AW0932'CORNER OF THE WEST CONCRETE FOOTING OF TOWER 55, AND 5 INCHES, ABOVE
 AW0932'THE LEVEL OF THE GROUND.
 AW0932
 AW0932                          STATION RECOVERY (1978)
 AW0932
 AW0932'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1978)
 AW0932
 AW0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1986)
 AW0932
 AW0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1987)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1987 (MD)
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1987)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1987)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1987)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1987)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJS)
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1988)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1988)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1988)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1988)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1988)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1988)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1988)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1989)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0932'RECOVERED IN GOOD CONDITION.
 AW0932
 AW0932                          STATION RECOVERY (1994)
 AW0932
 AW0932'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3826 ***********************************************************************
 AW3826  DESIGNATION -  G 1185
 AW3826  PID         -  AW3826
 AW3826  STATE/COUNTY-  TX/HARRIS
 AW3826  USGS QUAD   -  PASADENA (1995)
 AW3826
 AW3826                         *CURRENT SURVEY CONTROL
 AW3826  ___________________________________________________________________
 AW3826* NAD 83(1986)-  29 44 55.     (N)    095 13 02.     (W)     SCALED    
 AW3826* NAVD 88     -         8.93   (+/-2cm)      29.3    (feet)  VERTCON   
 AW3826  ___________________________________________________________________
 AW3826  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3826
 AW3826  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3826
 AW3826.The horizontal coordinates were scaled from a topographic map and have
 AW3826.an estimated accuracy of +/- 6 seconds.
 AW3826
 AW3826.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3826.The vertical order pertains to the NGVD 29 superseded value.
 AW3826
 AW3826.The geoid height was determined by GEOID03.
 AW3826
 AW3826;                    North         East    Units  Estimated Accuracy
 AW3826;SPC TXSC     - 4,218,180.      965,800.      MT  (+/- 180 meters Scaled)
 AW3826
 AW3826                          SUPERSEDED SURVEY CONTROL
 AW3826
 AW3826  NGVD 29 (??/??/92)    8.924  (m)           29.28   (f) ADJ UNCH    1 2
 AW3826
 AW3826.Superseded values are not recommended for survey control.
 AW3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3826.See file dsdata.txt to determine how the superseded data were derived.
 AW3826
 AW3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN855929(NAD 83)
 AW3826_MARKER: DB = BENCH MARK DISK
 AW3826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3826_SP_SET: CANAL HEADWALL
 AW3826_STAMPING: G 1185 1964
 AW3826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3826+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2003
 AW3826
 AW3826  HISTORY     - Date     Condition        Report By
 AW3826  HISTORY     - 1964     MONUMENTED       CGS
 AW3826  HISTORY     - 1978     GOOD             DOD
 AW3826  HISTORY     - 19940712 GOOD             USPSQD
 AW3826  HISTORY     - 20031005 GOOD             USPSQD
 AW3826
 AW3826                          STATION DESCRIPTION
 AW3826
 AW3826'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3826'1.7 MI NW FROM PASADENA.
 AW3826'ABOUT 1.3 MILES NORTH ALONG FEDERAL ROAD FROM THE NORTH END OF THE
 AW3826'WASHBURN TUNNEL AT PASADENA, THENCE 0.4 MILE WEST ALONG THE PORT
 AW3826'TERMINAL RAILROAD, OR 0.1 MILE NORTH ALONG MAIN STREET FROM THE
 AW3826'MCARTHUR SCHOOL AT GALENA PARK, THENCE 1.25 MILES EAST ALONG THE PORT
 AW3826'TERMINAL RAILROAD, 42 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 AW3826'77 FEET EAST OF A POWER LINE CROSSING OVER THE TRACK, SET IN THE TOP
 AW3826'OF THE EAST END OF THE CONCRETE HEAD WALL WHICH SUPPORTS TWO STEEL
 AW3826'FLOOD GATES FOR A CANAL, ABOUT LEVEL WITH THE GROUND, AND ABOUT 3 FEET
 AW3826'BELOW THE LEVEL OF THE TRACK.
 AW3826
 AW3826                          STATION RECOVERY (1978)
 AW3826
 AW3826'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW3826'RECOVERED IN GOOD CONDITION.
 AW3826
 AW3826                          STATION RECOVERY (1994)
 AW3826
 AW3826'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3826'RECOVERED IN GOOD CONDITION.
 AW3826
 AW3826                          STATION RECOVERY (2003)
 AW3826
 AW3826'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW3826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0620 ***********************************************************************
 AW0620  DESIGNATION -  G 1186
 AW0620  PID         -  AW0620
 AW0620  STATE/COUNTY-  TX/GALVESTON
 AW0620  USGS QUAD   -  LAKE COMO (1994)
 AW0620
 AW0620                         *CURRENT SURVEY CONTROL
 AW0620  ___________________________________________________________________
 AW0620* NAD 83(1986)-  29 13 51.     (N)    094 54 14.     (W)     SCALED    
 AW0620* NAVD 88     -         1.845  (meters)       6.05   (feet)  ADJUSTED  
 AW0620  ___________________________________________________________________
 AW0620  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW0620  DYNAMIC HT  -           1.842 (meters)       6.04  (feet)  COMP
 AW0620  MODELED GRAV-     979,255.1   (mgal)                       NAVD 88
 AW0620
 AW0620  VERT ORDER  -  FIRST     CLASS I
 AW0620
 AW0620.The horizontal coordinates were scaled from a topographic map and have
 AW0620.an estimated accuracy of +/- 6 seconds.
 AW0620
 AW0620.The orthometric height was determined by differential leveling
 AW0620.and adjusted by the National Geodetic Survey in June 1991..
 AW0620
 AW0620.The geoid height was determined by GEOID03.
 AW0620
 AW0620.The dynamic height is computed by dividing the NAVD 88
 AW0620.geopotential number by the normal gravity value computed on the
 AW0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0620.degrees latitude (g = 980.6199 gals.).
 AW0620
 AW0620.The modeled gravity was interpolated from observed gravity values.
 AW0620
 AW0620;                    North         East    Units  Estimated Accuracy
 AW0620;SPC TXSC     - 4,161,850.      998,100.      MT  (+/- 180 meters Scaled)
 AW0620
 AW0620                          SUPERSEDED SURVEY CONTROL
 AW0620
 AW0620  NGVD 29 (12/23/87)    1.841  (m)            6.04   (f) ADJUSTED    1 1
 AW0620
 AW0620.Superseded values are not recommended for survey control.
 AW0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0620.See file dsdata.txt to determine how the superseded data were derived.
 AW0620
 AW0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN149350(NAD 83)
 AW0620_MARKER: DB = BENCH MARK DISK
 AW0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0620_SP_SET: CONCRETE POST
 AW0620_STAMPING: G 1186 1964
 AW0620_MARK LOGO: CGS   
 AW0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0620+STABILITY: SURFACE MOTION
 AW0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0620+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0620
 AW0620  HISTORY     - Date     Condition        Report By
 AW0620  HISTORY     - 1964     MONUMENTED       CGS
 AW0620  HISTORY     - 1977     GOOD             NGS
 AW0620  HISTORY     - 1978     GOOD             NGS
 AW0620  HISTORY     - 1987     GOOD             USPSQD
 AW0620  HISTORY     - 1987     GOOD             USPSQD
 AW0620  HISTORY     - 1987     GOOD             USPSQD
 AW0620  HISTORY     - 1987     GOOD             NGS
 AW0620  HISTORY     - 1988     GOOD             USPSQD
 AW0620  HISTORY     - 1988     GOOD             USPSQD
 AW0620  HISTORY     - 1988     GOOD             USPSQD
 AW0620  HISTORY     - 1988     GOOD             USPSQD
 AW0620  HISTORY     - 1988     GOOD             USPSQD
 AW0620  HISTORY     - 1988     GOOD             USPSQD
 AW0620  HISTORY     - 1988     GOOD             USPSQD
 AW0620  HISTORY     - 1989     GOOD             USPSQD
 AW0620  HISTORY     - 1989     GOOD             USPSQD
 AW0620  HISTORY     - 1989     GOOD             USPSQD
 AW0620  HISTORY     - 19940813 GOOD             USPSQD
 AW0620  HISTORY     - 20031121 GOOD             USPSQD
 AW0620  HISTORY     - 20051215 GOOD             USPSQD
 AW0620
 AW0620                          STATION DESCRIPTION
 AW0620
 AW0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0620'8.95 MI SW FROM GALVESTON.
 AW0620'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0620'CENTER AT GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE
 AW0620'0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 2.2 MILES SOUTHWEST
 AW0620'ALONG STEWART ROAD, 58 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 AW0620'38 FEET SOUTHWEST OF THE CENTER OF A WOODEN GATE IN A PRIVATE
 AW0620'DRIVEWAY, 46 FEET SOUTHWEST OF A TELEPHONE POLE, 1 1/2 FEET SOUTHEAST
 AW0620'OF A FENCE, 1.4 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT LEVEL
 AW0620'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 AW0620'INCHES.
 AW0620
 AW0620                          STATION RECOVERY (1977)
 AW0620
 AW0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1978)
 AW0620
 AW0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1987)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1987)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1987)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1987)
 AW0620
 AW0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1988)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1988)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1988)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1988)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1988)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1988)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1988)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1989)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1989)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1989)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (1994)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (2003)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0620'RECOVERED IN GOOD CONDITION.
 AW0620
 AW0620                          STATION RECOVERY (2005)
 AW0620
 AW0620'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0620'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3586 ***********************************************************************
 AW3586  DESIGNATION -  G 1188
 AW3586  PID         -  AW3586
 AW3586  STATE/COUNTY-  TX/HARRIS
 AW3586  USGS QUAD   -  LA PORTE (1982)
 AW3586
 AW3586                         *CURRENT SURVEY CONTROL
 AW3586  ___________________________________________________________________
 AW3586* NAD 83(1986)-  29 44 13.     (N)    095 07 28.     (W)     SCALED    
 AW3586* NAVD 88     -         6.32   (+/-2cm)      20.7    (feet)  VERTCON   
 AW3586  ___________________________________________________________________
 AW3586  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3586
 AW3586  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3586
 AW3586.The horizontal coordinates were scaled from a topographic map and have
 AW3586.an estimated accuracy of +/- 6 seconds.
 AW3586
 AW3586.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3586.The vertical order pertains to the NGVD 29 superseded value.
 AW3586
 AW3586.The geoid height was determined by GEOID03.
 AW3586
 AW3586;                    North         East    Units  Estimated Accuracy
 AW3586;SPC TXSC     - 4,217,180.      974,810.      MT  (+/- 180 meters Scaled)
 AW3586
 AW3586                          SUPERSEDED SURVEY CONTROL
 AW3586
 AW3586  NGVD 29 (??/??/92)    6.321  (m)           20.74   (f) ADJ UNCH    1 2
 AW3586
 AW3586.Superseded values are not recommended for survey control.
 AW3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3586.See file dsdata.txt to determine how the superseded data were derived.
 AW3586
 AW3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN945915(NAD 83)
 AW3586_MARKER: DB = BENCH MARK DISK
 AW3586_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3586_SP_SET: 48 FT.
 AW3586_STAMPING: G 1188 1964
 AW3586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3586
 AW3586  HISTORY     - Date     Condition        Report By
 AW3586  HISTORY     - 1964     MONUMENTED       CGS
 AW3586
 AW3586                          STATION DESCRIPTION
 AW3586
 AW3586'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3586'6.75 M SW FROM CHANNELVIEW.
 AW3586'ABOUT 2.6 MILES WEST ALONG MARKET STREET FROM THE POST OFFICE AT
 AW3586'CHANNELVIEW, THENCE 1.75 MILES SOUTH ALONG THE PENN CITY ROAD, THENCE
 AW3586'0.25 MILE SOUTH THROUGH A SHIPYARD, THENCE 2.15 MILES EAST ALONG THE
 AW3586'NORTH BANK OF THE HOUSTON SHIP CHANNEL, ABOUT 0.7 MILE NORTH ACROSS
 AW3586'THE CHANNEL FROM BENCH MARK E 1152 AT THE SHELL OIL COMPANY, ABOUT
 AW3586'0.15 MILE NORTH OF THE NORTH EDGE OF THE CHANNEL, 182 FEET EAST OF A
 AW3586'FENCE CORNER AT A 30 DEGREE ANGLE IN A FENCE LINE, 135 FEET WEST OF
 AW3586'THE CENTER LINE OF A SHELL ROAD, 57 FEET EAST OF THE CENTER LINE OF AN
 AW3586'AREA THAT HAS BEEN CLEARED FOR A PIPELINE, 2 FEET SOUTH OF A FENCE,
 AW3586'1.8 FEET EAST OF A METAL WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH
 AW3586'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED
 AW3586'IN A 6-INCH CONCRETE TILE THAT PROJECTS 10 INCHES.  NOTE-- THIS BENCH
 AW3586'MARK IS ABOUT 0.85 MILE WEST OF BENCH MARK R 1188 1964 WHICH IS
 AW3586'DESCRIBED FROM LYNCHBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3795 ***********************************************************************
 AW3795  DESIGNATION -  G 1189
 AW3795  PID         -  AW3795
 AW3795  STATE/COUNTY-  TX/HARRIS
 AW3795  USGS QUAD   -  LA PORTE (1982)
 AW3795
 AW3795                         *CURRENT SURVEY CONTROL
 AW3795  ___________________________________________________________________
 AW3795* NAD 83(1986)-  29 43 55.     (N)    095 06 39.     (W)     SCALED    
 AW3795* NAVD 88     -         8.16   (+/-2cm)      26.8    (feet)  VERTCON   
 AW3795  ___________________________________________________________________
 AW3795  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3795
 AW3795  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3795
 AW3795.The horizontal coordinates were scaled from a topographic map and have
 AW3795.an estimated accuracy of +/- 6 seconds.
 AW3795
 AW3795.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3795.The vertical order pertains to the NGVD 29 superseded value.
 AW3795
 AW3795.The geoid height was determined by GEOID03.
 AW3795
 AW3795;                    North         East    Units  Estimated Accuracy
 AW3795;SPC TXSC     - 4,216,670.      976,140.      MT  (+/- 180 meters Scaled)
 AW3795
 AW3795                          SUPERSEDED SURVEY CONTROL
 AW3795
 AW3795  NGVD 29 (??/??/92)    8.154  (m)           26.75   (f) ADJ UNCH    1 2
 AW3795
 AW3795.Superseded values are not recommended for survey control.
 AW3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3795.See file dsdata.txt to determine how the superseded data were derived.
 AW3795
 AW3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN958909(NAD 83)
 AW3795_MARKER: DB = BENCH MARK DISK
 AW3795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3795_SP_SET: FOUNDATION
 AW3795_STAMPING: G 1189 1964
 AW3795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3795
 AW3795  HISTORY     - Date     Condition        Report By
 AW3795  HISTORY     - 1964     MONUMENTED       CGS
 AW3795  HISTORY     - 19910711 GOOD             USPSQD
 AW3795
 AW3795                          STATION DESCRIPTION
 AW3795
 AW3795'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3795'9.65 MI NW FROM LA PORTE.
 AW3795'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW3795'SCHOOL AT LA PORTE, THENCE 5.5 MILES WEST ALONG STATE HIGHWAY 225,
 AW3795'THENCE 1.0 MILE NORTH ALONG A PAVED ROAD TO THE MAIN ENTRANCE TO THE
 AW3795'DIAMOND ALKALI COMPANY, THENCE 0.2 MILE NORTHEAST ALONG A SPUR
 AW3795'RAILROAD TRACK, THENCE 0.25 MILE NORTH ALONG K+93 STREET WHICH IS
 AW3795'PAVED, 29 FEET EAST OF THE CENTER LINE OF THE STREET, AT WATER WELL
 AW3795'NUMBER 1, 120 FEET WEST OF THE NORTHWEST LEG OF A WATER TOWER, 71 FEET
 AW3795'SOUTHEAST OF BENCH MARK K+93, 33+50 (D.A.C.), SET IN THE TOP OF THE
 AW3795'NORTHEAST CORNER OF THE CONCRETE FOUNDATION SUPPORTING A LARGE
 AW3795'ELECTRIC MOTOR OVER THE WELL, AND ABOUT 14 INCHES ABOVE THE LEVEL OF
 AW3795'THE GROUND.
 AW3795
 AW3795                          STATION RECOVERY (1991)
 AW3795
 AW3795'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0032 ***********************************************************************
 BN0032  DESIGNATION -  G 119
 BN0032  PID         -  BN0032
 BN0032  STATE/COUNTY-  TX/BURNET
 BN0032  USGS QUAD   -  LONGHORN CAVERN (1979)
 BN0032
 BN0032                         *CURRENT SURVEY CONTROL
 BN0032  ___________________________________________________________________
 BN0032* NAD 83(1986)-  30 38 41.     (N)    098 19 41.     (W)     SCALED    
 BN0032* NAVD 88     -       292.083  (meters)     958.28   (feet)  ADJUSTED  
 BN0032  ___________________________________________________________________
 BN0032  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 BN0032  DYNAMIC HT  -         291.691 (meters)     956.99  (feet)  COMP
 BN0032  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 BN0032
 BN0032  VERT ORDER  -  SECOND    CLASS 0
 BN0032
 BN0032.The horizontal coordinates were scaled from a topographic map and have
 BN0032.an estimated accuracy of +/- 6 seconds.
 BN0032
 BN0032.The orthometric height was determined by differential leveling
 BN0032.and adjusted by the National Geodetic Survey in June 1991..
 BN0032
 BN0032.The geoid height was determined by GEOID03.
 BN0032
 BN0032.The dynamic height is computed by dividing the NAVD 88
 BN0032.geopotential number by the normal gravity value computed on the
 BN0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0032.degrees latitude (g = 980.6199 gals.).
 BN0032
 BN0032.The modeled gravity was interpolated from observed gravity values.
 BN0032
 BN0032;                    North         East    Units  Estimated Accuracy
 BN0032;SPC TX C     - 3,110,160.      892,190.      MT  (+/- 180 meters Scaled)
 BN0032
 BN0032                          SUPERSEDED SURVEY CONTROL
 BN0032
 BN0032  NGVD 29 (??/??/92)  292.022  (m)          958.08   (f) ADJ UNCH    2 0
 BN0032
 BN0032.Superseded values are not recommended for survey control.
 BN0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0032.See file dsdata.txt to determine how the superseded data were derived.
 BN0032
 BN0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU643904(NAD 83)
 BN0032_MARKER: DB = BENCH MARK DISK
 BN0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0032_STAMPING: G 119 1933
 BN0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0032+STABILITY: SURFACE MOTION
 BN0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0032+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 BN0032
 BN0032  HISTORY     - Date     Condition        Report By
 BN0032  HISTORY     - 1933     MONUMENTED       CGS
 BN0032  HISTORY     - 1966     GOOD             USGS
 BN0032  HISTORY     - 20020223 GOOD             USPSQD
 BN0032  HISTORY     - 20051022 GOOD             USPSQD
 BN0032
 BN0032                          STATION DESCRIPTION
 BN0032
 BN0032'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 BN0032'10.0 MI NW FROM MARBLE FALLS.
 BN0032'MARBLE FALLS POST OFFICE.  GO 1 BLOCK SE TO US HWY 281.  THENCE THENCE
 BN0032'NORTH ON US 281 4.8 MI. TO F. N. ROAD 1855.  THENCE WEST 4.8 MI. TO
 BN0032'I-ROAD SE.  THENCE SE 0.4 MI. TO RAILROAD CROSSING.  B. M. IS 50 FT.
 BN0032'NORTH OF CATTLEGUARD ON EAST SIDE OF ROAD.  AT A FENCE CORNER. A
 BN0032'STANDARD TABLET STAMPED G 119 1933 AND SET IN TOP OF A CONCRETE POST.
 BN0032
 BN0032                          STATION RECOVERY (2002)
 BN0032
 BN0032'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 BN0032'RECOVERED IN GOOD CONDITION.
 BN0032
 BN0032                          STATION RECOVERY (2005)
 BN0032
 BN0032'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAG)
 BN0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0416 ***********************************************************************
 CB0416  DESIGNATION -  G 1190
 CB0416  PID         -  CB0416
 CB0416  STATE/COUNTY-  TX/UPTON
 CB0416  USGS QUAD   -  SEVENMILE CORNER (1970)
 CB0416
 CB0416                         *CURRENT SURVEY CONTROL
 CB0416  ___________________________________________________________________
 CB0416* NAD 83(1986)-  31 17 35.     (N)    101 56 36.     (W)     SCALED    
 CB0416* NAVD 88     -       824.591  (meters)    2705.35   (feet)  ADJUSTED  
 CB0416  ___________________________________________________________________
 CB0416  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0416  DYNAMIC HT  -         823.391 (meters)    2701.41  (feet)  COMP
 CB0416  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 CB0416
 CB0416  VERT ORDER  -  SECOND    CLASS 0
 CB0416
 CB0416.The horizontal coordinates were scaled from a topographic map and have
 CB0416.an estimated accuracy of +/- 6 seconds.
 CB0416
 CB0416.The orthometric height was determined by differential leveling
 CB0416.and adjusted by the National Geodetic Survey in June 1991..
 CB0416
 CB0416.The geoid height was determined by GEOID03.
 CB0416
 CB0416.The dynamic height is computed by dividing the NAVD 88
 CB0416.geopotential number by the normal gravity value computed on the
 CB0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0416.degrees latitude (g = 980.6199 gals.).
 CB0416
 CB0416.The modeled gravity was interpolated from observed gravity values.
 CB0416
 CB0416;                    North         East    Units  Estimated Accuracy
 CB0416;SPC TX C     - 3,181,400.      546,730.      MT  (+/- 180 meters Scaled)
 CB0416
 CB0416                          SUPERSEDED SURVEY CONTROL
 CB0416
 CB0416  NGVD 29 (??/??/92)  824.269  (m)         2704.29   (f) ADJ UNCH    2 0
 CB0416
 CB0416.Superseded values are not recommended for survey control.
 CB0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0416.See file dsdata.txt to determine how the superseded data were derived.
 CB0416
 CB0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV198658(NAD 83)
 CB0416_MARKER: DB = BENCH MARK DISK
 CB0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0416_STAMPING: G 1190 1967
 CB0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0416+STABILITY: SURFACE MOTION
 CB0416
 CB0416  HISTORY     - Date     Condition        Report By
 CB0416  HISTORY     - 1967     MONUMENTED       CGS
 CB0416
 CB0416                          STATION DESCRIPTION
 CB0416
 CB0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0416'4.95 MI N FROM RANKIN.
 CB0416'ABOUT 4.95 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0416'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 125 FEET
 CB0416'NORTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A TRAIL
 CB0416'ROAD, 41 YARDS NORTH OF THE CROSSING OF THE HIGHWAY AND A POWER LINE,
 CB0416'80 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 21 1/2 FEET SOUTH OF
 CB0416'TELEPHONE POLE NUMBER 1860, 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 CB0416'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0496 ***********************************************************************
 CB0496  DESIGNATION -  G 1191
 CB0496  PID         -  CB0496
 CB0496  STATE/COUNTY-  TX/MIDLAND
 CB0496  USGS QUAD   -  MIDKIFF NW (1968)
 CB0496
 CB0496                         *CURRENT SURVEY CONTROL
 CB0496  ___________________________________________________________________
 CB0496* NAD 83(1986)-  31 39 02.     (N)    101 59 25.     (W)     SCALED    
 CB0496* NAVD 88     -       853.683  (meters)    2800.79   (feet)  ADJUSTED  
 CB0496  ___________________________________________________________________
 CB0496  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0496  DYNAMIC HT  -         852.463 (meters)    2796.79  (feet)  COMP
 CB0496  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 CB0496
 CB0496  VERT ORDER  -  SECOND    CLASS 0
 CB0496
 CB0496.The horizontal coordinates were scaled from a topographic map and have
 CB0496.an estimated accuracy of +/- 6 seconds.
 CB0496
 CB0496.The orthometric height was determined by differential leveling
 CB0496.and adjusted by the National Geodetic Survey in June 1991..
 CB0496
 CB0496.The geoid height was determined by GEOID03.
 CB0496
 CB0496.The dynamic height is computed by dividing the NAVD 88
 CB0496.geopotential number by the normal gravity value computed on the
 CB0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0496.degrees latitude (g = 980.6199 gals.).
 CB0496
 CB0496.The modeled gravity was interpolated from observed gravity values.
 CB0496
 CB0496;                    North         East    Units  Estimated Accuracy
 CB0496;SPC TX C     - 3,221,100.      542,850.      MT  (+/- 180 meters Scaled)
 CB0496
 CB0496                          SUPERSEDED SURVEY CONTROL
 CB0496
 CB0496  NGVD 29 (??/??/92)  853.333  (m)         2799.64   (f) ADJ UNCH    2 0
 CB0496
 CB0496.Superseded values are not recommended for survey control.
 CB0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0496.See file dsdata.txt to determine how the superseded data were derived.
 CB0496
 CB0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA164055(NAD 83)
 CB0496_MARKER: DB = BENCH MARK DISK
 CB0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0496_SP_SET: PLATFORM
 CB0496_STAMPING: G 1191 1967
 CB0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0496
 CB0496  HISTORY     - Date     Condition        Report By
 CB0496  HISTORY     - 1967     MONUMENTED       CGS
 CB0496  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CB0496
 CB0496                          STATION DESCRIPTION
 CB0496
 CB0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0496'24.25 MI S FROM MIDLAND.
 CB0496'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CB0496'THE STATION AT MIDLAND, THENCE 24.1 MILES SOUTH ALONG STATE HIGHWAY
 CB0496'349, 0.3 MILE SOUTHEAST OF THE CURRIE RANCH HOUSE, 280 FEET NORTHWEST
 CB0496'OF A MARKER POST OF THE MIDLAND-UPTON COUNTY LINE, 263 FEET WEST OF
 CB0496'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST CORNER
 CB0496'OF A 30- X 30-INCH CONCRETE PLATFORM WHICH SURROUNDS AN 8-INCH WELL
 CB0496'CASING, 203 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 204 FEET WEST
 CB0496'OF A METAL WITNESS POST, 6 INCHES ABOVE THE LEVEL OF THE GROUND, AND
 CB0496'ABOUT LEVEL WITH THE HIGHWAY.
 CB0496
 CB0496                          STATION RECOVERY (2001)
 CB0496
 CB0496'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0510 ***********************************************************************
 AN0510  DESIGNATION -  G 1192
 AN0510  PID         -  AN0510
 AN0510  STATE/COUNTY-  TX/JACKSON
 AN0510  USGS QUAD   -  LA SALLE (1995)
 AN0510
 AN0510                         *CURRENT SURVEY CONTROL
 AN0510  ___________________________________________________________________
 AN0510* NAD 83(1986)-  28 47 47.     (N)    096 39 43.     (W)     SCALED    
 AN0510* NAVD 88     -         9.460  (meters)      31.04   (feet)  ADJUSTED  
 AN0510  ___________________________________________________________________
 AN0510  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0510  DYNAMIC HT  -           9.447 (meters)      30.99  (feet)  COMP
 AN0510  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 AN0510
 AN0510  VERT ORDER  -  FIRST     CLASS I
 AN0510
 AN0510.The horizontal coordinates were scaled from a topographic map and have
 AN0510.an estimated accuracy of +/- 6 seconds.
 AN0510
 AN0510.The orthometric height was determined by differential leveling
 AN0510.and adjusted by the National Geodetic Survey in June 1991..
 AN0510
 AN0510.The geoid height was determined by GEOID03.
 AN0510
 AN0510.The dynamic height is computed by dividing the NAVD 88
 AN0510.geopotential number by the normal gravity value computed on the
 AN0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0510.degrees latitude (g = 980.6199 gals.).
 AN0510
 AN0510.The modeled gravity was interpolated from observed gravity values.
 AN0510
 AN0510;                    North         East    Units  Estimated Accuracy
 AN0510;SPC TXSC     - 4,109,020.      828,230.      MT  (+/- 180 meters Scaled)
 AN0510
 AN0510                          SUPERSEDED SURVEY CONTROL
 AN0510
 AN0510  NGVD 29 (??/??/92)    9.578  (m)           31.42   (f) ADJ UNCH    1 1
 AN0510
 AN0510.Superseded values are not recommended for survey control.
 AN0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0510.See file dsdata.txt to determine how the superseded data were derived.
 AN0510
 AN0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS282876(NAD 83)
 AN0510_MARKER: DB = BENCH MARK DISK
 AN0510_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0510+WITH SETTING: INTO GROUND
 AN0510_STAMPING: G 1192 1972
 AN0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0510+STABILITY: SURFACE MOTION
 AN0510
 AN0510  HISTORY     - Date     Condition        Report By
 AN0510  HISTORY     - 1972     MONUMENTED       NGS
 AN0510  HISTORY     - 1978     GOOD             NGS
 AN0510
 AN0510                          STATION DESCRIPTION
 AN0510
 AN0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0510'0.55 MI NE FROM LA SALLE.
 AN0510'ABOUT 0.55 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0510'CROSSING OF A PAVED ROAD AT LA SALLE, 0.25 MILE SOUTHWEST OF MILEPOST
 AN0510'237, AT THE JUNCTION OF FARM-TO-MARKET ROAD 616 AND A PRIVATE ROAD
 AN0510'WHICH LEADS SOUTHEAST, 306 FEET SOUTHWEST OF THE SOUTHWEST END OF THE
 AN0510'SOUTHEAST CONCRETE HEADWALL OF A 4-FOOT BOX CULVERT UNDER ROAD 616,
 AN0510'126 FEET SOUTHEAST AND ACROSS ROAD 616 FROM THE SOUTHEAST RAIL OF THE
 AN0510'TRACK, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET
 AN0510'NORTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 1 1/2 FEET NORTHWEST
 AN0510'OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 AN0510'BELOW THE LEVEL OF THE ROADS, AND ON THE TOP OF A 4-FOOT SECTION OF
 AN0510'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS
 AN0510'LEVEL WITH THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH
 AN0510'METAL PIPE WHICH PROJECTS 1 INCH.
 AN0510
 AN0510                          STATION RECOVERY (1978)
 AN0510
 AN0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0071 ***********************************************************************
 AN0071  DESIGNATION -  G 1193
 AN0071  PID         -  AN0071
 AN0071  STATE/COUNTY-  TX/JACKSON
 AN0071  USGS QUAD   -  FRANCITAS NW (1995)
 AN0071
 AN0071                         *CURRENT SURVEY CONTROL
 AN0071  ___________________________________________________________________
 AN0071* NAD 83(1986)-  28 53 13.     (N)    096 28 07.     (W)     SCALED    
 AN0071* NAVD 88     -        14.60   (+/-2cm)      47.9    (feet)  VERTCON   
 AN0071  ___________________________________________________________________
 AN0071  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN0071
 AN0071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0071
 AN0071.The horizontal coordinates were scaled from a topographic map and have
 AN0071.an estimated accuracy of +/- 6 seconds.
 AN0071
 AN0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0071.The vertical order pertains to the NGVD 29 superseded value.
 AN0071
 AN0071.The geoid height was determined by GEOID03.
 AN0071
 AN0071;                    North         East    Units  Estimated Accuracy
 AN0071;SPC TXSC     - 4,119,440.      846,880.      MT  (+/- 180 meters Scaled)
 AN0071
 AN0071                          SUPERSEDED SURVEY CONTROL
 AN0071
 AN0071  NGVD 29 (??/??/92)   14.642  (m)           48.04   (f) ADJ UNCH    2 0
 AN0071
 AN0071.Superseded values are not recommended for survey control.
 AN0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0071.See file dsdata.txt to determine how the superseded data were derived.
 AN0071
 AN0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS468980(NAD 83)
 AN0071_MARKER: DB = BENCH MARK DISK
 AN0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0071_SP_SET: CULVERT
 AN0071_STAMPING: G 1193 1972
 AN0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0071
 AN0071  HISTORY     - Date     Condition        Report By
 AN0071  HISTORY     - 1972     MONUMENTED       NGS
 AN0071  HISTORY     - 19910629 GOOD             USPSQD
 AN0071
 AN0071                          STATION DESCRIPTION
 AN0071
 AN0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0071'3.0 MI N FROM LA WARD.
 AN0071'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 172 FROM THE CROSSING OF THE
 AN0071'MISSOURI PACIFIC RAILROAD AT LA WARD, SET IN THE TOP OF THE NORTH END
 AN0071'OF THE EAST CONCRETE HEADWALL OF A 10- X 3-FOOT CONCRETE CULVERT WITH
 AN0071'A WINGWALL, 179 FEET SOUTH OF THE CENTER OF THE JUNCTION OF
 AN0071'FARM-TO-MARKET ROAD 3131, 21 1/2 FEET EAST OF THE CENTER LINE OF THE
 AN0071'HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AN0071
 AN0071                          STATION RECOVERY (1991)
 AN0071
 AN0071'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0721 ***********************************************************************
 AN0721  DESIGNATION -  G 1194
 AN0721  PID         -  AN0721
 AN0721  STATE/COUNTY-  TX/JACKSON
 AN0721  USGS QUAD   -  EDNA (1995)
 AN0721
 AN0721                         *CURRENT SURVEY CONTROL
 AN0721  ___________________________________________________________________
 AN0721* NAD 83(1986)-  28 57 31.     (N)    096 41 43.     (W)     SCALED    
 AN0721* NAVD 88     -        14.16   (+/-2cm)      46.5    (feet)  VERTCON   
 AN0721  ___________________________________________________________________
 AN0721  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0721
 AN0721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0721
 AN0721.The horizontal coordinates were scaled from a topographic map and have
 AN0721.an estimated accuracy of +/- 6 seconds.
 AN0721
 AN0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0721.The vertical order pertains to the NGVD 29 superseded value.
 AN0721
 AN0721.The geoid height was determined by GEOID03.
 AN0721
 AN0721;                    North         East    Units  Estimated Accuracy
 AN0721;SPC TXSC     - 4,126,930.      824,620.      MT  (+/- 180 meters Scaled)
 AN0721
 AN0721                          SUPERSEDED SURVEY CONTROL
 AN0721
 AN0721  NGVD 29 (??/??/92)   14.189  (m)           46.55   (f) ADJ UNCH    2 0
 AN0721
 AN0721.Superseded values are not recommended for survey control.
 AN0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0721.See file dsdata.txt to determine how the superseded data were derived.
 AN0721
 AN0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT246055(NAD 83)
 AN0721_MARKER: DB = BENCH MARK DISK
 AN0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0721_SP_SET: ABUTMENT
 AN0721_STAMPING: G 1194 1972
 AN0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0721
 AN0721  HISTORY     - Date     Condition        Report By
 AN0721  HISTORY     - 1972     MONUMENTED       NGS
 AN0721
 AN0721                          STATION DESCRIPTION
 AN0721
 AN0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0721'3.2 MI SW FROM EDNA.
 AN0721'ABOUT 3.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 59 FROM THE COURTHOUSE
 AN0721'AT EDNA, AT THE NORTHEAST END OF A HIGHWAY BRIDGE OVER A WIDE SHALLOW
 AN0721'RAVINE, 1.0 MILE NORTHEAST OF THE CROSSING OF FARM ROAD 234 AT EL
 AN0721'TORO, 19 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHEAST LANE OF
 AN0721'THE HIGHWAY, SET ON THE TOP OF THE NORTHEAST END OF RETAINING WALL OF
 AN0721'THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE BRIDGE,
 AN0721'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0690 ***********************************************************************
 AN0690  DESIGNATION -  G 1195
 AN0690  PID         -  AN0690
 AN0690  STATE/COUNTY-  TX/JACKSON
 AN0690  USGS QUAD   -  LA SALLE (1995)
 AN0690
 AN0690                         *CURRENT SURVEY CONTROL
 AN0690  ___________________________________________________________________
 AN0690* NAD 83(1986)-  28 48 03.     (N)    096 40 38.     (W)     SCALED    
 AN0690* NAVD 88     -        10.41   (+/-2cm)      34.2    (feet)  VERTCON   
 AN0690  ___________________________________________________________________
 AN0690  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0690
 AN0690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0690
 AN0690.The horizontal coordinates were scaled from a topographic map and have
 AN0690.an estimated accuracy of +/- 6 seconds.
 AN0690
 AN0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0690.The vertical order pertains to the NGVD 29 superseded value.
 AN0690
 AN0690.The geoid height was determined by GEOID03.
 AN0690
 AN0690;                    North         East    Units  Estimated Accuracy
 AN0690;SPC TXSC     - 4,109,480.      826,730.      MT  (+/- 180 meters Scaled)
 AN0690
 AN0690                          SUPERSEDED SURVEY CONTROL
 AN0690
 AN0690  NGVD 29 (??/??/92)   10.522  (m)           34.52   (f) ADJ UNCH    2 0
 AN0690
 AN0690.Superseded values are not recommended for survey control.
 AN0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0690.See file dsdata.txt to determine how the superseded data were derived.
 AN0690
 AN0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS267881(NAD 83)
 AN0690_MARKER: DB = BENCH MARK DISK
 AN0690_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0690+WITH SETTING: INTO GROUND
 AN0690_STAMPING: G 1195 1972
 AN0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0690+STABILITY: SURFACE MOTION
 AN0690
 AN0690  HISTORY     - Date     Condition        Report By
 AN0690  HISTORY     - 1972     MONUMENTED       NGS
 AN0690  HISTORY     - 1978     GOOD             NGS
 AN0690
 AN0690                          STATION DESCRIPTION
 AN0690
 AN0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0690'0.8 MI NW FROM LA SALLE.
 AN0690'ABOUT 0.8 MILE NORTHWEST ALONG THE LA SALLE-INEZ ASPHALT ROAD FROM THE
 AN0690'POST OFFICE AT LA SALLE, 110 FEET WEST OF THE CENTER OF THE JUNCTION
 AN0690'WITH AN ASPAHALT ROAD LEADING NORTHEAST AND A CURVE IN THE LA
 AN0690'SALLE-INEZ ROAD, 87 FEET SOUTH OF THE SOUTH CORNER OF A FRAME HOUSE
 AN0690'WITH ASBESTOS SIDING, 26 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 AN0690'LA SALLE-INEZ ROAD, 12 FEET SOUTHWEST OF A CORNER FENCE POST, 1 FOOT
 AN0690'SOUTHEAST OF A FENCE LINE, 9 INCHES NORTHWEST OF A METAL WITNESS POST,
 AN0690'1 FOOT BELOW THE LEVEL OF THE ROAD AND ON THE TOP OF A 4 FOOT COPPER
 AN0690'COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS
 AN0690'FLUSH WITH THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS
 AN0690'1 INCH ABOVE THE LEVEL OF THE GROUND.
 AN0690
 AN0690                          STATION RECOVERY (1978)
 AN0690
 AN0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0657 ***********************************************************************
 AX0657  DESIGNATION -  G 1196
 AX0657  PID         -  AX0657
 AX0657  STATE/COUNTY-  TX/JACKSON
 AX0657  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0657
 AX0657                         *CURRENT SURVEY CONTROL
 AX0657  ___________________________________________________________________
 AX0657* NAD 83(1986)-  29 00 04.     (N)    096 39 13.     (W)     SCALED    
 AX0657* NAVD 88     -        21.652  (meters)      71.04   (feet)  ADJUSTED  
 AX0657  ___________________________________________________________________
 AX0657  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0657  DYNAMIC HT  -          21.621 (meters)      70.93  (feet)  COMP
 AX0657  MODELED GRAV-     979,216.2   (mgal)                       NAVD 88
 AX0657
 AX0657  VERT ORDER  -  FIRST     CLASS I
 AX0657
 AX0657.The horizontal coordinates were scaled from a topographic map and have
 AX0657.an estimated accuracy of +/- 6 seconds.
 AX0657
 AX0657.The orthometric height was determined by differential leveling
 AX0657.and adjusted by the National Geodetic Survey in June 1991..
 AX0657
 AX0657.The geoid height was determined by GEOID03.
 AX0657
 AX0657.The dynamic height is computed by dividing the NAVD 88
 AX0657.geopotential number by the normal gravity value computed on the
 AX0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0657.degrees latitude (g = 980.6199 gals.).
 AX0657
 AX0657.The modeled gravity was interpolated from observed gravity values.
 AX0657
 AX0657;                    North         East    Units  Estimated Accuracy
 AX0657;SPC TXSC     - 4,131,720.      828,580.      MT  (+/- 180 meters Scaled)
 AX0657
 AX0657                          SUPERSEDED SURVEY CONTROL
 AX0657
 AX0657  NGVD 29 (??/??/92)   21.664  (m)           71.08   (f) ADJ UNCH    1 1
 AX0657
 AX0657.Superseded values are not recommended for survey control.
 AX0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0657.See file dsdata.txt to determine how the superseded data were derived.
 AX0657
 AX0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT285103(NAD 83)
 AX0657_MARKER: DB = BENCH MARK DISK
 AX0657_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0657+WITH SETTING: INTO GROUND
 AX0657_STAMPING: G 1196 1972
 AX0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0657+STABILITY: SURFACE MOTION
 AX0657
 AX0657  HISTORY     - Date     Condition        Report By
 AX0657  HISTORY     - 1972     MONUMENTED       NGS
 AX0657
 AX0657                          STATION DESCRIPTION
 AX0657
 AX0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0657'1.75 MI N FROM EDNA.
 AX0657'ABOUT 1.75 MILES NORTH ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE AT
 AX0657'EDNA, 0.65 MILE SOUTHEAST OF A HIGHWAY BRIDGE OVER DRY CREEK, UNDER AN
 AX0657'EAST-WEST POWER LINE WHICH CROSSES OVER THE HIGHWAY, 127 YARDS
 AX0657'NORTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A PRIVATE
 AX0657'ROAD LEADING NORTHWEST, 58 1/2 FEET WEST OF THE CENTER LINE OF THE
 AX0657'HIGHWAY, 9 FEET SOUTH OF THE SOUTH GATE POST FOR A STEEL GATE, 3.3
 AX0657'FEET SOUTHEAST OF A CONCRETE POST THAT PROJECTS 1 1/2 FEET ABOVE THE
 AX0657'GROUND, 1/2 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE, 110 1/2 FEET
 AX0657'NORTH OF POWER LINE POLE 32 LP 2, 1 FOOT NORTH OF A METAL WITNESS
 AX0657'POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP
 AX0657'OF A 4-FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 AX0657'PLATE.  THE DISK PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND AND
 AX0657'ENCASED IN A 6-INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL
 AX0657'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1004 ***********************************************************************
 AX1004  DESIGNATION -  G 1197
 AX1004  PID         -  AX1004
 AX1004  STATE/COUNTY-  TX/FAYETTE
 AX1004  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1004
 AX1004                         *CURRENT SURVEY CONTROL
 AX1004  ___________________________________________________________________
 AX1004* NAD 83(1986)-  29 54 41.     (N)    096 51 56.     (W)     SCALED    
 AX1004* NAVD 88     -        91.000  (meters)     298.56   (feet)  ADJUSTED  
 AX1004  ___________________________________________________________________
 AX1004  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX1004  DYNAMIC HT  -          90.875 (meters)     298.15  (feet)  COMP
 AX1004  MODELED GRAV-     979,264.2   (mgal)                       NAVD 88
 AX1004
 AX1004  VERT ORDER  -  FIRST     CLASS I
 AX1004
 AX1004.The horizontal coordinates were scaled from a topographic map and have
 AX1004.an estimated accuracy of +/- 6 seconds.
 AX1004
 AX1004.The orthometric height was determined by differential leveling
 AX1004.and adjusted by the National Geodetic Survey in June 1991..
 AX1004
 AX1004.The geoid height was determined by GEOID03.
 AX1004
 AX1004.The dynamic height is computed by dividing the NAVD 88
 AX1004.geopotential number by the normal gravity value computed on the
 AX1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1004.degrees latitude (g = 980.6199 gals.).
 AX1004
 AX1004.The modeled gravity was interpolated from observed gravity values.
 AX1004
 AX1004;                    North         East    Units  Estimated Accuracy
 AX1004;SPC TXSC     - 4,232,190.      806,100.      MT  (+/- 180 meters Scaled)
 AX1004
 AX1004                          SUPERSEDED SURVEY CONTROL
 AX1004
 AX1004  NGVD 29 (??/??/92)   90.954  (m)          298.40   (f) ADJ UNCH    1 1
 AX1004
 AX1004.Superseded values are not recommended for survey control.
 AX1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1004.See file dsdata.txt to determine how the superseded data were derived.
 AX1004
 AX1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU060108(NAD 83)
 AX1004_MARKER: DB = BENCH MARK DISK
 AX1004_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX1004+WITH SETTING: INTO GROUND
 AX1004_STAMPING: G 1197 1972
 AX1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1004+STABILITY: SURFACE MOTION
 AX1004
 AX1004  HISTORY     - Date     Condition        Report By
 AX1004  HISTORY     - 1972     MONUMENTED       NGS
 AX1004  HISTORY     - 1978     GOOD             NGS
 AX1004  HISTORY     - 1987     GOOD             USPSQD
 AX1004  HISTORY     - 1987     GOOD             USPSQD
 AX1004  HISTORY     - 19970607 GOOD             USPSQD
 AX1004
 AX1004                          STATION DESCRIPTION
 AX1004
 AX1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1004'0.85 MI NE FROM LA GRANGE.
 AX1004'ABOUT 0.85 MILE NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 AX1004'FROM THE STATION AT LA GRANGE, 0.25 MILE EAST OF MILEPOST 989, 261
 AX1004'FEET EAST OF THE CENTER OF THE CROSSING OF THE MAIN TRACK AND STATE
 AX1004'HIGHWAY 71, 46 FEET NORTH AND ACROSS A SIDETRACK FROM THE NORTH RAIL
 AX1004'OF THE MAIN TRACK, 53 FEET WEST-NORTHWEST OF THE 2ND TELEPHONE POLE
 AX1004'EAST OF THE CROSSING, 25 FEET EAST OF A CORNER FENCE POST, 1 FOOT
 AX1004'SOUTH OF A FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST ABOUT LEVEL
 AX1004'WITH THE MAIN TRACK, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER
 AX1004'COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK PROJECTS
 AX1004'1 INCH AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECT 3 INCHES.
 AX1004
 AX1004                          STATION RECOVERY (1978)
 AX1004
 AX1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1004'RECOVERED IN GOOD CONDITION.
 AX1004
 AX1004                          STATION RECOVERY (1987)
 AX1004
 AX1004'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX1004'RECOVERED IN GOOD CONDITION.
 AX1004
 AX1004                          STATION RECOVERY (1987)
 AX1004
 AX1004'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX1004'RECOVERED IN GOOD CONDITION.
 AX1004
 AX1004                          STATION RECOVERY (1997)
 AX1004
 AX1004'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0604 ***********************************************************************
 AX0604  DESIGNATION -  G 1198
 AX0604  PID         -  AX0604
 AX0604  STATE/COUNTY-  TX/LAVACA
 AX0604  USGS QUAD   -  HALLETTSVILLE SE (1981)
 AX0604
 AX0604                         *CURRENT SURVEY CONTROL
 AX0604  ___________________________________________________________________
 AX0604* NAD 83(1986)-  29 22 13.     (N)    096 46 40.     (W)     SCALED    
 AX0604* NAVD 88     -        60.256  (meters)     197.69   (feet)  ADJUSTED  
 AX0604  ___________________________________________________________________
 AX0604  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0604  DYNAMIC HT  -          60.171 (meters)     197.41  (feet)  COMP
 AX0604  MODELED GRAV-     979,238.3   (mgal)                       NAVD 88
 AX0604
 AX0604  VERT ORDER  -  FIRST     CLASS I
 AX0604
 AX0604.The horizontal coordinates were scaled from a topographic map and have
 AX0604.an estimated accuracy of +/- 6 seconds.
 AX0604
 AX0604.The orthometric height was determined by differential leveling
 AX0604.and adjusted by the National Geodetic Survey in June 1991..
 AX0604
 AX0604.The geoid height was determined by GEOID03.
 AX0604
 AX0604.The dynamic height is computed by dividing the NAVD 88
 AX0604.geopotential number by the normal gravity value computed on the
 AX0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0604.degrees latitude (g = 980.6199 gals.).
 AX0604
 AX0604.The modeled gravity was interpolated from observed gravity values.
 AX0604
 AX0604;                    North         East    Units  Estimated Accuracy
 AX0604;SPC TXSC     - 4,172,380.      815,710.      MT  (+/- 180 meters Scaled)
 AX0604
 AX0604                          SUPERSEDED SURVEY CONTROL
 AX0604
 AX0604  NGVD 29 (??/??/92)   60.249  (m)          197.67   (f) ADJ UNCH    1 1
 AX0604
 AX0604.Superseded values are not recommended for survey control.
 AX0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0604.See file dsdata.txt to determine how the superseded data were derived.
 AX0604
 AX0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT156510(NAD 83)
 AX0604_MARKER: DB = BENCH MARK DISK
 AX0604_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0604+WITH SETTING: INTO GROUND
 AX0604_STAMPING: G 1198 1972
 AX0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0604+STABILITY: SURFACE MOTION
 AX0604
 AX0604  HISTORY     - Date     Condition        Report By
 AX0604  HISTORY     - 1972     MONUMENTED       NGS
 AX0604
 AX0604                          STATION DESCRIPTION
 AX0604
 AX0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0604'11.8 MI SE FROM HALLETTSVILLE.
 AX0604'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 90A FROM THE JUNCTION OF U.S.
 AX0604'HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 11.1 MILES SOUTHEAST
 AX0604'ALONG FARM ROAD 530, NEAR THE CREST OF A SMALL HILL AND ABOUT MIDWAY
 AX0604'BETWEEN 2 BOX CULVERTS, 0.25 MILE NORTHWEST OF THE DRIVEWAY WHICH
 AX0604'LEADS SOUTHWEST TO THE M.I. BOZKA HERFORD RANCH, 40 1/2 FEET SOUTHWEST
 AX0604'OF THE CENTER LINE OF THE ROAD, 121 1/2 FEET SOUTH AND ACROSS THE ROAD
 AX0604'FROM AN UNDERGROUND TELEPHONE CABLE MARKER, 1 FOOT NORTHEAST OF A
 AX0604'FENCE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 AX0604'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER
 AX0604'COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK PROJECTS 1
 AX0604'INCH ABOVE THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH
 AX0604'METAL PIPE WHICH PROJECTS 2 INCHES.  NOTE-- THIS MARK IS ALSO 10.95
 AX0604'MILES NORTHWEST ALONG FARM ROAD 530 FROM THE POST OFFICE AND STORE AT
 AX0604'SPEAKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0624 ***********************************************************************
 AX0624  DESIGNATION -  G 1199
 AX0624  PID         -  AX0624
 AX0624  STATE/COUNTY-  TX/LAVACA
 AX0624  USGS QUAD   -  SPEAKS (1981)
 AX0624
 AX0624                         *CURRENT SURVEY CONTROL
 AX0624  ___________________________________________________________________
 AX0624* NAD 83(1986)-  29 15 19.     (N)    096 42 03.     (W)     SCALED    
 AX0624* NAVD 88     -        44.161  (meters)     144.88   (feet)  ADJUSTED  
 AX0624  ___________________________________________________________________
 AX0624  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0624  DYNAMIC HT  -          44.098 (meters)     144.68  (feet)  COMP
 AX0624  MODELED GRAV-     979,234.7   (mgal)                       NAVD 88
 AX0624
 AX0624  VERT ORDER  -  FIRST     CLASS I
 AX0624
 AX0624.The horizontal coordinates were scaled from a topographic map and have
 AX0624.an estimated accuracy of +/- 6 seconds.
 AX0624
 AX0624.The orthometric height was determined by differential leveling
 AX0624.and adjusted by the National Geodetic Survey in June 1991..
 AX0624
 AX0624.The geoid height was determined by GEOID03.
 AX0624
 AX0624.The dynamic height is computed by dividing the NAVD 88
 AX0624.geopotential number by the normal gravity value computed on the
 AX0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0624.degrees latitude (g = 980.6199 gals.).
 AX0624
 AX0624.The modeled gravity was interpolated from observed gravity values.
 AX0624
 AX0624;                    North         East    Units  Estimated Accuracy
 AX0624;SPC TXSC     - 4,159,790.      823,430.      MT  (+/- 180 meters Scaled)
 AX0624
 AX0624                          SUPERSEDED SURVEY CONTROL
 AX0624
 AX0624  NGVD 29 (??/??/92)   44.162  (m)          144.89   (f) ADJ UNCH    1 1
 AX0624
 AX0624.Superseded values are not recommended for survey control.
 AX0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0624.See file dsdata.txt to determine how the superseded data were derived.
 AX0624
 AX0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT234384(NAD 83)
 AX0624_MARKER: DB = BENCH MARK DISK
 AX0624_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0624_SP_SET: 47.5 FT.
 AX0624_STAMPING: G 1199 1972
 AX0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0624
 AX0624  HISTORY     - Date     Condition        Report By
 AX0624  HISTORY     - 1972     MONUMENTED       NGS
 AX0624  HISTORY     - 19970607 GOOD             USPSQD
 AX0624
 AX0624                          STATION DESCRIPTION
 AX0624
 AX0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0624'IN SPEAKS.
 AX0624'AT SPEAKS, ALONG FARM ROAD NO. 530, 139 FEET WEST-SOUTHWEST OF AND
 AX0624'ACROSS FARM ROAD 530 FROM THE SPEAKS POST OFFICE AND GENERAL STORE,
 AX0624'47.6 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 5 FEET NORTH OF A
 AX0624'POWER POLE, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE, 137 FEET
 AX0624'NORTHWEST OF AND ACROSS THE FARM ROAD FROM THE SOUTHWEST CORNER OF THE
 AX0624'SPEAKS POST OFFICE AND GENERAL STORE BUILDING, 1.4 FEET SOUTH OF A
 AX0624'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD, AND IS A DISK
 AX0624'ON THE TOP OF A COPPER COATED STEEL ROD THAT PROJECTS 2 INCHES ABOVE
 AX0624'THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH STEEL PIPE THAT
 AX0624'PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN
 AX0624'TO REFUSAL AT A DEPTH OF 47.5 FEET.
 AX0624
 AX0624                          STATION RECOVERY (1997)
 AX0624
 AX0624'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0644 ***********************************************************************
 AB0644  DESIGNATION -  G 12
 AB0644  PID         -  AB0644
 AB0644  STATE/COUNTY-  TX/CAMERON
 AB0644  USGS QUAD   -  RIO HONDO (1980)
 AB0644
 AB0644                         *CURRENT SURVEY CONTROL
 AB0644  ___________________________________________________________________
 AB0644* NAD 83(1986)-  26 08 16.     (N)    097 33 23.     (W)     SCALED    
 AB0644* NAVD 88     -         7.582  (meters)      24.88   (feet)  ADJUSTED  
 AB0644  ___________________________________________________________________
 AB0644  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 AB0644  DYNAMIC HT  -           7.569 (meters)      24.83  (feet)  COMP
 AB0644  MODELED GRAV-     979,040.4   (mgal)                       NAVD 88
 AB0644
 AB0644  VERT ORDER  -  SECOND    CLASS 0
 AB0644
 AB0644.The horizontal coordinates were scaled from a topographic map and have
 AB0644.an estimated accuracy of +/- 6 seconds.
 AB0644
 AB0644.The orthometric height was determined by differential leveling
 AB0644.and adjusted by the National Geodetic Survey in June 1991..
 AB0644
 AB0644.The geoid height was determined by GEOID03.
 AB0644
 AB0644.The dynamic height is computed by dividing the NAVD 88
 AB0644.geopotential number by the normal gravity value computed on the
 AB0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0644.degrees latitude (g = 980.6199 gals.).
 AB0644
 AB0644.The modeled gravity was interpolated from observed gravity values.
 AB0644
 AB0644;                    North         East    Units  Estimated Accuracy
 AB0644;SPC TX S     - 5,052,550.      394,360.      MT  (+/- 180 meters Scaled)
 AB0644
 AB0644                          SUPERSEDED SURVEY CONTROL
 AB0644
 AB0644  NGVD 29 (??/??/92)    7.689  (m)           25.23   (f) ADJ UNCH    2 0
 AB0644
 AB0644.Superseded values are not recommended for survey control.
 AB0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0644.See file dsdata.txt to determine how the superseded data were derived.
 AB0644
 AB0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP443917(NAD 83)
 AB0644_MARKER: DD = SURVEY DISK
 AB0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0644_SP_SET: CULVERT
 AB0644_STAMPING: G 12 25.05
 AB0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0644
 AB0644  HISTORY     - Date     Condition        Report By
 AB0644  HISTORY     - UNK      MONUMENTED
 AB0644  HISTORY     - 1942     GOOD             NGS
 AB0644  HISTORY     - 1987     GOOD             USPSQD
 AB0644  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0644  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0644
 AB0644                          STATION DESCRIPTION
 AB0644
 AB0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0644'5.5 MI E FROM SAN BENITO.
 AB0644'5.5 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0644'BENITO, CAMERON COUNTY, 3.7 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0644'TO BAYVIEW.  AT A ROAD INTERSECTION, 33 FEET NORTH OF AND 1.5 FEET
 AB0644'HIGHER THAN THE CENTERLINE OF THE PAVED ROAD, 21 FEET WEST OF THE
 AB0644'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AT A CONCRETE CULVERT, AND IN
 AB0644'THE CENTER OF THE TOP OF THE NORTH HEADWALL.  A CAMERON COUNTY
 AB0644'STANDARD DISK, STAMPED G 12 25.05.
 AB0644
 AB0644                          STATION RECOVERY (1987)
 AB0644
 AB0644'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0644'RECOVERED IN GOOD CONDITION.
 AB0644
 AB0644                          STATION RECOVERY (1987)
 AB0644
 AB0644'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0644'MARK NOT FOUND.
 AB0644
 AB0644                          STATION RECOVERY (1988)
 AB0644
 AB0644'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0215 ***********************************************************************
 BN0215  DESIGNATION -  G 120
 BN0215  PID         -  BN0215
 BN0215  STATE/COUNTY-  TX/LLANO
 BN0215  USGS QUAD   -  SCOTTS CROSSING (1960)
 BN0215
 BN0215                         *CURRENT SURVEY CONTROL
 BN0215  ___________________________________________________________________
 BN0215* NAD 83(1986)-  30 42 36.     (N)    098 50 54.     (W)     SCALED    
 BN0215* NAVD 88     -       353.380  (meters)    1159.38   (feet)  ADJUSTED  
 BN0215  ___________________________________________________________________
 BN0215  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BN0215  DYNAMIC HT  -         352.907 (meters)    1157.83  (feet)  COMP
 BN0215  MODELED GRAV-     979,292.3   (mgal)                       NAVD 88
 BN0215
 BN0215  VERT ORDER  -  SECOND    CLASS 0
 BN0215
 BN0215.The horizontal coordinates were scaled from a topographic map and have
 BN0215.an estimated accuracy of +/- 6 seconds.
 BN0215
 BN0215.The orthometric height was determined by differential leveling
 BN0215.and adjusted by the National Geodetic Survey in June 1991..
 BN0215
 BN0215.The geoid height was determined by GEOID03.
 BN0215
 BN0215.The dynamic height is computed by dividing the NAVD 88
 BN0215.geopotential number by the normal gravity value computed on the
 BN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0215.degrees latitude (g = 980.6199 gals.).
 BN0215
 BN0215.The modeled gravity was interpolated from observed gravity values.
 BN0215
 BN0215;                    North         East    Units  Estimated Accuracy
 BN0215;SPC TX C     - 3,116,610.      842,230.      MT  (+/- 180 meters Scaled)
 BN0215
 BN0215                          SUPERSEDED SURVEY CONTROL
 BN0215
 BN0215  NGVD 29 (??/??/92)  353.334  (m)         1159.23   (f) ADJ UNCH    2 0
 BN0215
 BN0215.Superseded values are not recommended for survey control.
 BN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0215.See file dsdata.txt to determine how the superseded data were derived.
 BN0215
 BN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU145974(NAD 83)
 BN0215_MARKER: DB = BENCH MARK DISK
 BN0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0215_SP_SET: OAK TREE
 BN0215_STAMPING: G-120 1933
 BN0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0215
 BN0215  HISTORY     - Date     Condition        Report By
 BN0215  HISTORY     - 1933     MONUMENTED       CGS
 BN0215
 BN0215                          STATION DESCRIPTION
 BN0215
 BN0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0215'11.1 MI W FROM LLANO.
 BN0215'ALONG THE LLANO-MASON ROAD 1.7 MILES WEST OF HICKORY CREEK AND 60 FT.
 BN0215'NORTH OF THE CENTERLINE OF THE ROAD AND 30 FT. NORTH OF THE
 BN0215'RIGHT-OF-WAY FENCE AND 10 FT. SOUTH OF PILE OF GRANITE AROUND OAK TREE
 BN0215'AND ABOUT 75 FT. EAST OF 18 IN. OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0207 ***********************************************************************
 BL0207  DESIGNATION -  G 1200
 BL0207  PID         -  BL0207
 BL0207  STATE/COUNTY-  TX/JEFFERSON
 BL0207  USGS QUAD   -  CHINA (1985)
 BL0207
 BL0207                         *CURRENT SURVEY CONTROL
 BL0207  ___________________________________________________________________
 BL0207* NAD 83(1986)-  30 03 17.     (N)    094 17 11.     (W)     SCALED    
 BL0207* NAVD 88     -         8.916  (meters)      29.25   (feet)  ADJUSTED  
 BL0207  ___________________________________________________________________
 BL0207  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0207  DYNAMIC HT  -           8.904 (meters)      29.21  (feet)  COMP
 BL0207  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 BL0207
 BL0207  VERT ORDER  -  FIRST     CLASS I
 BL0207
 BL0207.The horizontal coordinates were scaled from a topographic map and have
 BL0207.an estimated accuracy of +/- 6 seconds.
 BL0207
 BL0207.The orthometric height was determined by differential leveling
 BL0207.and adjusted by the National Geodetic Survey in June 1991..
 BL0207
 BL0207.The geoid height was determined by GEOID03.
 BL0207
 BL0207.The dynamic height is computed by dividing the NAVD 88
 BL0207.geopotential number by the normal gravity value computed on the
 BL0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0207.degrees latitude (g = 980.6199 gals.).
 BL0207
 BL0207.The modeled gravity was interpolated from observed gravity values.
 BL0207
 BL0207;                    North         East    Units  Estimated Accuracy
 BL0207;SPC TXSC     - 4,255,350.    1,054,400.      MT  (+/- 180 meters Scaled)
 BL0207
 BL0207                          SUPERSEDED SURVEY CONTROL
 BL0207
 BL0207  NGVD 29 (??/??/92)    8.931  (m)           29.30   (f) ADJ UNCH    1 1
 BL0207
 BL0207.Superseded values are not recommended for survey control.
 BL0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0207.See file dsdata.txt to determine how the superseded data were derived.
 BL0207
 BL0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP759255(NAD 83)
 BL0207_MARKER: DB = BENCH MARK DISK
 BL0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0207_SP_SET: CULVERT
 BL0207_STAMPING: G 1200 1972
 BL0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0207+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 BL0207
 BL0207  HISTORY     - Date     Condition        Report By
 BL0207  HISTORY     - 1972     MONUMENTED       NGS
 BL0207  HISTORY     - 19870815 GOOD             USPSQD
 BL0207  HISTORY     - 1988     GOOD             USPSQD
 BL0207  HISTORY     - 1988     GOOD             USPSQD
 BL0207  HISTORY     - 1989     GOOD             USPSQD
 BL0207  HISTORY     - 1990     GOOD             USPSQD
 BL0207  HISTORY     - 19900207 GOOD             USPSQD
 BL0207  HISTORY     - 19940805 GOOD             USPSQD
 BL0207  HISTORY     - 19990728 GOOD             USPSQD
 BL0207  HISTORY     - 20010331 GOOD             NGS
 BL0207  HISTORY     - 20010331 GOOD             NGS
 BL0207  HISTORY     - 20030304 GOOD             USPSQD
 BL0207  HISTORY     - 20040304 GOOD             USPSQD
 BL0207
 BL0207                          STATION DESCRIPTION
 BL0207
 BL0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0207'3.05 MI E FROM CHINA.
 BL0207'ABOUT 3.05 MILES EAST ALONG US HIGHWAY 90 FROM A PAVED ROAD
 BL0207'INTERSECTION, 25.6 FEET NORTH OF THE CENTER LINE OF THE EASTBOUND LANE
 BL0207'OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL
 BL0207'TO AN 18-FOOT CONCRETE BOX CULVERT OVER A DRAINAGE DITCH AND UNDER THE
 BL0207'EASTBOUND LANE OF THE HIGHWAY, 1.2 FEET EAST OF THE WEST END OF THE
 BL0207'HEADWALL AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BL0207
 BL0207                          STATION RECOVERY (1987)
 BL0207
 BL0207'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0207'RECOVERED IN GOOD CONDITION.
 BL0207
 BL0207                          STATION RECOVERY (1988)
 BL0207
 BL0207'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0207'RECOVERED IN GOOD CONDITION.
 BL0207
 BL0207                          STATION RECOVERY (1988)
 BL0207
 BL0207'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0207'RECOVERED IN GOOD CONDITION.
 BL0207
 BL0207                          STATION RECOVERY (1989)
 BL0207
 BL0207'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0207'RECOVERED IN GOOD CONDITION.
 BL0207
 BL0207                          STATION RECOVERY (1990)
 BL0207
 BL0207'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0207'RECOVERED IN GOOD CONDITION.
 BL0207
 BL0207                          STATION RECOVERY (1990)
 BL0207
 BL0207'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0207'RECOVERED IN GOOD CONDITION.
 BL0207
 BL0207                          STATION RECOVERY (1994)
 BL0207
 BL0207'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0207'RECOVERED IN GOOD CONDITION.
 BL0207
 BL0207                          STATION RECOVERY (1999)
 BL0207
 BL0207'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0207'RECOVERED IN GOOD CONDITION.
 BL0207
 BL0207                          STATION RECOVERY (2001)
 BL0207
 BL0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0207'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0207
 BL0207                          STATION RECOVERY (2001)
 BL0207
 BL0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0207'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0207
 BL0207                          STATION RECOVERY (2003)
 BL0207
 BL0207'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0207'RECOVERED IN GOOD CONDITION.
 BL0207
 BL0207                          STATION RECOVERY (2004)
 BL0207
 BL0207'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1533 ***********************************************************************
 AW1533  DESIGNATION -  G 1201
 AW1533  PID         -  AW1533
 AW1533  STATE/COUNTY-  TX/HARRIS
 AW1533  USGS QUAD   -  MORGANS POINT (1993)
 AW1533
 AW1533                         *CURRENT SURVEY CONTROL
 AW1533  ___________________________________________________________________
 AW1533* NAD 83(1986)-  29 43 01.     (N)    094 58 48.     (W)     SCALED    
 AW1533* NAVD 88     -         4.766  (meters)      15.64   (feet)  ADJUSTED  
 AW1533  ___________________________________________________________________
 AW1533  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1533  DYNAMIC HT  -           4.760 (meters)      15.62  (feet)  COMP
 AW1533  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 AW1533
 AW1533  VERT ORDER  -  FIRST     CLASS II
 AW1533
 AW1533.The horizontal coordinates were scaled from a topographic map and have
 AW1533.an estimated accuracy of +/- 6 seconds.
 AW1533
 AW1533.The orthometric height was determined by differential leveling
 AW1533.and adjusted by the National Geodetic Survey in June 1991..
 AW1533
 AW1533.The geoid height was determined by GEOID03.
 AW1533
 AW1533.The dynamic height is computed by dividing the NAVD 88
 AW1533.geopotential number by the normal gravity value computed on the
 AW1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1533.degrees latitude (g = 980.6199 gals.).
 AW1533
 AW1533.The modeled gravity was interpolated from observed gravity values.
 AW1533
 AW1533;                    North         East    Units  Estimated Accuracy
 AW1533;SPC TXSC     - 4,215,440.      988,850.      MT  (+/- 180 meters Scaled)
 AW1533
 AW1533                          SUPERSEDED SURVEY CONTROL
 AW1533
 AW1533  NGVD 29 (12/23/87)    4.764  (m)           15.63   (f) ADJUSTED    1 2
 AW1533
 AW1533.Superseded values are not recommended for survey control.
 AW1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1533.See file dsdata.txt to determine how the superseded data were derived.
 AW1533
 AW1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN084890(NAD 83)
 AW1533_MARKER: DB = BENCH MARK DISK
 AW1533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1533_SP_SET: COPPER-CLAD STEEL ROD
 AW1533_STAMPING: G 1201 1973
 AW1533_MARK LOGO: NGS   
 AW1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1533
 AW1533  HISTORY     - Date     Condition        Report By
 AW1533  HISTORY     - 1973     MONUMENTED       NGS
 AW1533  HISTORY     - 1978     GOOD             NGS
 AW1533  HISTORY     - 1987     GOOD             USPSQD
 AW1533  HISTORY     - 1987     GOOD             NGS
 AW1533  HISTORY     - 1988     GOOD             USPSQD
 AW1533  HISTORY     - 1988     GOOD             USPSQD
 AW1533  HISTORY     - 1989     GOOD             USPSQD
 AW1533  HISTORY     - 1989     GOOD             USPSQD
 AW1533  HISTORY     - 1990     GOOD             USPSQD
 AW1533  HISTORY     - 19940219 GOOD             USPSQD
 AW1533  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1533  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AW1533
 AW1533                          STATION DESCRIPTION
 AW1533
 AW1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1533'1.7 MI SW FROM BAYTOWN.
 AW1533'ABOUT 0.15 MILE EAST ALONG W. DEFEE ST. FROM THE POST OFFICE AT
 AW1533'BAYTOWN, THENCE 0.8 MILE SOUTH ALONG SOUTH MAIN ST., THENCE 0.5 MILE
 AW1533'WEST ALONG W. MAIN ST., THENCE 0.25 MILE SOUTH ALONG LEE DR., ABOUT
 AW1533'258 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SAM HOUSTON
 AW1533'ELEMENTARY SCHOOL, 111 FEET SOUTH OF A WATER METER, 41 FEET EAST OF
 AW1533'THE CENTER LINE OF LEE DR., 10 FEET EAST OF A TELEPHONE POLE BRACED BY
 AW1533'A GUY WIRE, 2.3 FEET WEST OF THE BASE OF THE GUY WIRE, 0.6 FOOT
 AW1533'SOUTHWEST OF A PIPE CORNER POST IN A CHAIN LINK FENCE, ABOUT 0.4 FOOT
 AW1533'NORTH OF A METAL WITNESS POST, AND ABOUT 2 FEET ABOVE THE LEVEL OF LEE
 AW1533'DR., AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD
 AW1533'WHICH PROJECTS 2 INCHES BELOW THE SURFACE OF THE GROUND, AND PROTECTED
 AW1533'BY A 6-INCH IRON PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO
 AW1533'REFUSAL AT A DEPTH OF 72 FEET.
 AW1533
 AW1533                          STATION RECOVERY (1978)
 AW1533
 AW1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1533'RECOVERED IN GOOD CONDITION.
 AW1533
 AW1533                          STATION RECOVERY (1987)
 AW1533
 AW1533'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1533'RECOVERED IN GOOD CONDITION.
 AW1533
 AW1533                          STATION RECOVERY (1987)
 AW1533
 AW1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1533'RECOVERED IN GOOD CONDITION.
 AW1533
 AW1533                          STATION RECOVERY (1988)
 AW1533
 AW1533'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1533'RECOVERED IN GOOD CONDITION.
 AW1533
 AW1533                          STATION RECOVERY (1988)
 AW1533
 AW1533'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1533'RECOVERED IN GOOD CONDITION.
 AW1533
 AW1533                          STATION RECOVERY (1989)
 AW1533
 AW1533'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1533'RECOVERED IN GOOD CONDITION.
 AW1533
 AW1533                          STATION RECOVERY (1989)
 AW1533
 AW1533'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1533'RECOVERED IN GOOD CONDITION.
 AW1533
 AW1533                          STATION RECOVERY (1990)
 AW1533
 AW1533'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1533'RECOVERED IN GOOD CONDITION.
 AW1533
 AW1533                          STATION RECOVERY (1994)
 AW1533
 AW1533'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1533'RECOVERED IN GOOD CONDITION.
 AW1533
 AW1533                          STATION RECOVERY (2001)
 AW1533
 AW1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1533'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1533
 AW1533                          STATION RECOVERY (2004)
 AW1533
 AW1533'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAC)
 AW1533'SCHOOL HAS BEEN REMOVED. FOUND WATER METER BUT FENCE IS NOT AS
 AW1533'DESCRIBED. PROBED TO 9-INCHES AT MEASURED LOCATION WITHOUT FINDING
 AW1533'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0705 ***********************************************************************
 AW0705  DESIGNATION -  G 1202
 AW0705  PID         -  AW0705
 AW0705  STATE/COUNTY-  TX/HARRIS
 AW0705  USGS QUAD   -  CROSBY (1982)
 AW0705
 AW0705                         *CURRENT SURVEY CONTROL
 AW0705  ___________________________________________________________________
 AW0705* NAD 83(1986)-  29 57 13.     (N)    095 00 40.     (W)     SCALED    
 AW0705* NAVD 88     -        17.085  (meters)      56.05   (feet)  ADJUSTED  
 AW0705  ___________________________________________________________________
 AW0705  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW0705  DYNAMIC HT  -          17.062 (meters)      55.98  (feet)  COMP
 AW0705  MODELED GRAV-     979,303.4   (mgal)                       NAVD 88
 AW0705
 AW0705  VERT ORDER  -  FIRST     CLASS I
 AW0705
 AW0705.The horizontal coordinates were scaled from a topographic map and have
 AW0705.an estimated accuracy of +/- 6 seconds.
 AW0705
 AW0705.The orthometric height was determined by differential leveling
 AW0705.and adjusted by the National Geodetic Survey in June 1991..
 AW0705
 AW0705.The geoid height was determined by GEOID03.
 AW0705
 AW0705.The dynamic height is computed by dividing the NAVD 88
 AW0705.geopotential number by the normal gravity value computed on the
 AW0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0705.degrees latitude (g = 980.6199 gals.).
 AW0705
 AW0705.The modeled gravity was interpolated from observed gravity values.
 AW0705
 AW0705;                    North         East    Units  Estimated Accuracy
 AW0705;SPC TXSC     - 4,241,550.      984,950.      MT  (+/- 180 meters Scaled)
 AW0705
 AW0705                          SUPERSEDED SURVEY CONTROL
 AW0705
 AW0705  NGVD 29 (12/23/87)   17.085  (m)           56.05   (f) ADJUSTED    1 1
 AW0705
 AW0705.Superseded values are not recommended for survey control.
 AW0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0705.See file dsdata.txt to determine how the superseded data were derived.
 AW0705
 AW0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP059153(NAD 83)
 AW0705_MARKER: DB = BENCH MARK DISK
 AW0705_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW0705+WITH SETTING: INFORMATION.
 AW0705_SP_SET: SHALLOW-SET METAL ROD
 AW0705_STAMPING: G 1202 1972
 AW0705_MARK LOGO: NGS   
 AW0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0705+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0705
 AW0705  HISTORY     - Date     Condition        Report By
 AW0705  HISTORY     - 1972     MONUMENTED       NGS
 AW0705  HISTORY     - 1978     GOOD             NGS
 AW0705  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0705  HISTORY     - 1987     GOOD             NGS
 AW0705  HISTORY     - 19941213 GOOD             USPSQD
 AW0705  HISTORY     - 20010730 GOOD             NGS
 AW0705  HISTORY     - 20040317 GOOD             USPSQD
 AW0705
 AW0705                          STATION DESCRIPTION
 AW0705
 AW0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0705'4.55 MI NE FROM CROSBY.
 AW0705'4.55 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW0705'CROSSING OF MAIN STREET, ABOUT 0.4 MILE NORTHEAST OF MILE POST NO.
 AW0705'337, 57 FEET EAST OF THE CENTER CROSSING OF A PRIVATE ROAD WITH
 AW0705'SOUTHERN PACIFIC RAILROAD, 47.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AW0705'59 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 90, 12 1/2 FEET
 AW0705'SOUTHEAST OF A TELEGRAPH POLE, 1.6 FEET NORTHEAST OF A GROUND WIRE TO
 AW0705'THE GUIDE LINE OF THE POLE, 30 1/2 FEET NORTHEAST OF THE CENTER LINE
 AW0705'OF A PRIVATE ROAD, 1.1 FEET SOUTHWEST OF A METAL WITNESS POST ABOUT 3
 AW0705'FEET BELOW THE LEVEL OF THE RAIL AND SET IN THE TOP OF A 4-FOOT LENGTH
 AW0705'OF 5/8-INCH COPPER COATED STEEL ROD PROJECTING 0.1 FOOT AND PROTECTED
 AW0705'BY A 6-INCH METAL PIPE WHICH PROJECTS 0.4 FOOT.
 AW0705
 AW0705                          STATION RECOVERY (1978)
 AW0705
 AW0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0705'RECOVERED IN GOOD CONDITION.
 AW0705
 AW0705                          STATION RECOVERY (1987)
 AW0705
 AW0705'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0705'MARK NOT FOUND.
 AW0705
 AW0705                          STATION RECOVERY (1987)
 AW0705
 AW0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0705'RECOVERED IN GOOD CONDITION.
 AW0705
 AW0705                          STATION RECOVERY (1994)
 AW0705
 AW0705'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0705'RECOVERED IN GOOD CONDITION.
 AW0705
 AW0705                          STATION RECOVERY (2001)
 AW0705
 AW0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0705'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0705
 AW0705                          STATION RECOVERY (2004)
 AW0705
 AW0705'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0236 ***********************************************************************
 AW0236  DESIGNATION -  G 1203
 AW0236  PID         -  AW0236
 AW0236  STATE/COUNTY-  TX/HARRIS
 AW0236  USGS QUAD   -  ALDINE (1995)
 AW0236
 AW0236                         *CURRENT SURVEY CONTROL
 AW0236  ___________________________________________________________________
 AW0236* NAD 83(1986)-  29 57 47.     (N)    095 23 15.     (W)     SCALED    
 AW0236* NAVD 88     -        26.220  (meters)      86.02   (feet)  ADJUSTED  
 AW0236  ___________________________________________________________________
 AW0236  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW0236  DYNAMIC HT  -          26.184 (meters)      85.91  (feet)  COMP
 AW0236  MODELED GRAV-     979,296.5   (mgal)                       NAVD 88
 AW0236  OBS GRAVITY -     979,298.5   (mgal)                       GRAV_OBS
 AW0236
 AW0236  VERT ORDER  -  FIRST     CLASS I
 AW0236
 AW0236.The horizontal coordinates were scaled from a topographic map and have
 AW0236.an estimated accuracy of +/- 6 seconds.
 AW0236
 AW0236.The orthometric height was determined by differential leveling
 AW0236.and adjusted by the National Geodetic Survey in June 1991..
 AW0236
 AW0236.The geoid height was determined by GEOID03.
 AW0236
 AW0236.The dynamic height is computed by dividing the NAVD 88
 AW0236.geopotential number by the normal gravity value computed on the
 AW0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0236.degrees latitude (g = 980.6199 gals.).
 AW0236
 AW0236.The modeled gravity was interpolated from observed gravity values.
 AW0236.The observed gravity was obtained from relative gravimeter ties
 AW0236.to the IGSN71 gravity network.
 AW0236
 AW0236;                    North         East    Units  Estimated Accuracy
 AW0236;SPC TXSC     - 4,241,420.      948,600.      MT  (+/- 180 meters Scaled)
 AW0236
 AW0236                          SUPERSEDED SURVEY CONTROL
 AW0236
 AW0236  NGVD 29 (12/23/87)   26.218  (m)           86.02   (f) ADJUSTED    1 1
 AW0236
 AW0236.Superseded values are not recommended for survey control.
 AW0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0236.See file dsdata.txt to determine how the superseded data were derived.
 AW0236
 AW0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP696170(NAD 83)
 AW0236_MARKER: DB = BENCH MARK DISK
 AW0236_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW0236+WITH SETTING: INFORMATION.
 AW0236_SP_SET: SHALLOW-SET METAL ROD
 AW0236_STAMPING: G 1203 1973
 AW0236_MARK LOGO: NGS   
 AW0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0236
 AW0236  HISTORY     - Date     Condition        Report By
 AW0236  HISTORY     - 1973     MONUMENTED       NGS
 AW0236  HISTORY     - 1978     GOOD             NGS
 AW0236  HISTORY     - 1978     GOOD             NGS
 AW0236  HISTORY     - 1986     GOOD             NGS
 AW0236  HISTORY     - 19951007 MARK NOT FOUND   CHANCE
 AW0236  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 AW0236
 AW0236                          STATION DESCRIPTION
 AW0236
 AW0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0236'8.1 MI S FROM SPRING.
 AW0236'ABOUT 8.1 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 AW0236'CROSSING OF SPRING SCHOOL RD., ABOUT 2 TELEPHONE POLES NORTH OF MILE
 AW0236'POST 136, 46 FEET WEST OF THE CENTER LINE OF HARDY ST., 32.4 FEET EAST
 AW0236'OF THE NORTHEAST RAIL, 23.8 FEET SOUTHWEST OF AN UNDERGROUND CABLE
 AW0236'MARKER POST, 4 1/2 FEET NORTH OF A TELEPHONE POLE, 1 FOOT SOUTH OF A
 AW0236'METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE RAIL, AND SET
 AW0236'ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD AND
 AW0236'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.2 FOOT.
 AW0236
 AW0236                          STATION RECOVERY (1978)
 AW0236
 AW0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0236'RECOVERED IN GOOD CONDITION.
 AW0236
 AW0236                          STATION RECOVERY (1978)
 AW0236
 AW0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0236'RECOVERED IN GOOD CONDITION.
 AW0236
 AW0236                          STATION RECOVERY (1986)
 AW0236
 AW0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0236'RECOVERED IN GOOD CONDITION.
 AW0236
 AW0236                          STATION RECOVERY (1995)
 AW0236
 AW0236'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0236'MARK NOT FOUND.
 AW0236
 AW0236                          STATION RECOVERY (2004)
 AW0236
 AW0236'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1318 ***********************************************************************
 AW1318  DESIGNATION -  G 1204
 AW1318  PID         -  AW1318
 AW1318  STATE/COUNTY-  TX/GALVESTON
 AW1318  USGS QUAD   -  TEXAS CITY (1994)
 AW1318
 AW1318                         *CURRENT SURVEY CONTROL
 AW1318  ___________________________________________________________________
 AW1318* NAD 83(1986)-  29 26 43.     (N)    094 55 06.     (W)     SCALED    
 AW1318* NAVD 88     -         6.459  (meters)      21.19   (feet)  ADJUSTED  
 AW1318  ___________________________________________________________________
 AW1318  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW1318  DYNAMIC HT  -           6.451 (meters)      21.16  (feet)  COMP
 AW1318  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 AW1318
 AW1318  VERT ORDER  -  FIRST     CLASS II
 AW1318
 AW1318.The horizontal coordinates were scaled from a topographic map and have
 AW1318.an estimated accuracy of +/- 6 seconds.
 AW1318
 AW1318.The orthometric height was determined by differential leveling
 AW1318.and adjusted by the National Geodetic Survey in June 1991..
 AW1318
 AW1318.The geoid height was determined by GEOID03.
 AW1318
 AW1318.The dynamic height is computed by dividing the NAVD 88
 AW1318.geopotential number by the normal gravity value computed on the
 AW1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1318.degrees latitude (g = 980.6199 gals.).
 AW1318
 AW1318.The modeled gravity was interpolated from observed gravity values.
 AW1318
 AW1318;                    North         East    Units  Estimated Accuracy
 AW1318;SPC TXSC     - 4,185,560.      995,860.      MT  (+/- 180 meters Scaled)
 AW1318
 AW1318                          SUPERSEDED SURVEY CONTROL
 AW1318
 AW1318  NGVD 29 (12/23/87)    6.456  (m)           21.18   (f) ADJUSTED    1 2
 AW1318
 AW1318.Superseded values are not recommended for survey control.
 AW1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1318.See file dsdata.txt to determine how the superseded data were derived.
 AW1318
 AW1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN139588(NAD 83)
 AW1318_MARKER: DB = BENCH MARK DISK
 AW1318_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW1318_SP_SET: FOUNDATION
 AW1318_STAMPING: G 1204 1973
 AW1318_MARK LOGO: NGS   
 AW1318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1318+STABILITY: POSITION/ELEVATION WELL
 AW1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1318+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW1318
 AW1318  HISTORY     - Date     Condition        Report By
 AW1318  HISTORY     - 1973     MONUMENTED       NGS
 AW1318  HISTORY     - 1978     GOOD             NGS
 AW1318  HISTORY     - 1986     GOOD             NGS
 AW1318  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1318  HISTORY     - 1990     GOOD             USPSQD
 AW1318  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1318  HISTORY     - 20040129 MARK NOT FOUND   USPSQD
 AW1318  HISTORY     - 20050607 GOOD             USPSQD
 AW1318
 AW1318                          STATION DESCRIPTION
 AW1318
 AW1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1318'10.75 MI SE FROM KEMAH.
 AW1318'7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 AW1318'KEMAH, THENCE 3.75 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG A
 AW1318'LEVEE, AT THE LOCKS AT THE OUTLET OF MOSES LAKE AND THE GALVESTON BAY,
 AW1318'ON THE WEST SIDE OF THE LOCKS, ABOUT 200 FEET WEST OF BENCH MARK H
 AW1318'1204, ALONG THE EAST SIDE OF A STEEL TOWER WHICH IS ON THE WEST SIDE
 AW1318'OF THE LOCKS, IN THE TOP OF THE CONCRETE FOUNDATION OF THE LOCKS, 6.0
 AW1318'FEET SOUTH OF THE NORTHEAST CONCRETE FOOTING OF THE TOWER, 1.6 FEET
 AW1318'NORTH OF THE NORTH EDGE OF A GATE GUIDE, INSIDE OF A CHAIN LINK FENCE,
 AW1318'AND ABOUT LEVEL WITH THE LEVEE ROAD.
 AW1318
 AW1318                          STATION RECOVERY (1978)
 AW1318
 AW1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1318'RECOVERED IN GOOD CONDITION.
 AW1318
 AW1318                          STATION RECOVERY (1986)
 AW1318
 AW1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1318'RECOVERED IN GOOD CONDITION.
 AW1318
 AW1318                          STATION RECOVERY (1989)
 AW1318
 AW1318'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1318'MARK NOT FOUND.
 AW1318
 AW1318                          STATION RECOVERY (1990)
 AW1318
 AW1318'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1318'RECOVERED IN GOOD CONDITION.
 AW1318
 AW1318                          STATION RECOVERY (1994)
 AW1318
 AW1318'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1318'MARK NOT FOUND.
 AW1318
 AW1318                          STATION RECOVERY (2004)
 AW1318
 AW1318'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1318'MARK NOT FOUND.
 AW1318
 AW1318                          STATION RECOVERY (2005)
 AW1318
 AW1318'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1605 ***********************************************************************
 AW1605  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1605  DESIGNATION -  G 1205
 AW1605  PID         -  AW1605
 AW1605  STATE/COUNTY-  TX/GALVESTON
 AW1605  USGS QUAD   -  TEXAS CITY (1994)
 AW1605
 AW1605                         *CURRENT SURVEY CONTROL
 AW1605  ___________________________________________________________________
 AW1605* NAD 83(1993)-  29 29 47.81467(N)    094 54 56.32633(W)     ADJUSTED  
 AW1605* NAVD 88     -         2.88   (meters)       9.4    (feet)  GPS OBS   
 AW1605  ___________________________________________________________________
 AW1605  X           -    -476,081.463 (meters)                     COMP
 AW1605  Y           -  -5,535,487.700 (meters)                     COMP
 AW1605  Z           -   3,121,916.355 (meters)                     COMP
 AW1605  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW1605  ELLIP HEIGHT-         -24.02  (meters)          (02/14/02) GPS OBS
 AW1605  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1605
 AW1605  HORZ ORDER  -  FIRST
 AW1605  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1605  ELLP ORDER  -  FOURTH    CLASS II
 AW1605
 AW1605.The horizontal coordinates were established by GPS observations
 AW1605.and adjusted by the National Geodetic Survey in December 2001..
 AW1605
 AW1605.The orthometric height was determined by GPS observations and a
 AW1605.high-resolution geoid model using precise GPS observation and
 AW1605.processing techniques.
 AW1605.The vertical order pertains to the NGVD 29 superseded value.
 AW1605
 AW1605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1605
 AW1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1605
 AW1605.The ellipsoidal height was determined by GPS observations
 AW1605.and is referenced to NAD 83.
 AW1605
 AW1605.The geoid height was determined by GEOID03.
 AW1605
 AW1605;                    North         East     Units Scale Factor Converg.
 AW1605;SPC TXSC     - 4,191,249.987   995,924.700   MT  0.99986721   +2 00 03.5
 AW1605;SPC TXSC     -13,750,792.67  3,267,462.95   sFT  0.99986721   +2 00 03.5
 AW1605;UTM  15      - 3,264,537.259   314,297.076   MT  1.00002553   -0 56 36.5
 AW1605
 AW1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1605!SPC TXSC     -   1.00000377  x   0.99986721  =   0.99987098
 AW1605!UTM  15      -   1.00000377  x   1.00002553  =   1.00002930
 AW1605
 AW1605:                Primary Azimuth Mark                     Grid Az
 AW1605:SPC TXSC     -  EAGLE POINT                              095 54 18.4
 AW1605:UTM  15      -  EAGLE POINT                              098 50 58.4
 AW1605
 AW1605|---------------------------------------------------------------------|
 AW1605| PID    Reference Object                     Distance      Geod. Az  |
 AW1605|                                                           dddmmss.s |
 AW1605| AW1604 EAGLE POINT                         APPROX. 0.5 KM 0975421.9 |
 AW1605|---------------------------------------------------------------------|
 AW1605
 AW1605                          SUPERSEDED SURVEY CONTROL
 AW1605
 AW1605  ELLIP H (12/03/01)  -24.00   (m)                       GP(       ) 4 2
 AW1605  ELLIP H (10/25/00)  -24.01   (m)                       GP(       ) 4 1
 AW1605  NAD 83(1993)-  29 29 47.81562(N)    094 54 56.32520(W) AD(       ) 1
 AW1605  ELLIP H (10/17/96)  -23.88   (m)                       GP(       ) 3 1
 AW1605  NGVD 29 (??/??/92)    2.963  (m)            9.72   (f) ADJ UNCH    1 2
 AW1605
 AW1605.Superseded values are not recommended for survey control.
 AW1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1605.See file dsdata.txt to determine how the superseded data were derived.
 AW1605
 AW1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1429764537(NAD 83)
 AW1605_MARKER: DB = BENCH MARK DISK
 AW1605_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW1605_SP_SET: FOUNDATION FOR FLAGPOLE
 AW1605_STAMPING: G 1205 1973
 AW1605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1605+STABILITY: SURFACE MOTION
 AW1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1605+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 AW1605
 AW1605  HISTORY     - Date     Condition        Report By
 AW1605  HISTORY     - 1973     MONUMENTED       NGS
 AW1605  HISTORY     - 1978     GOOD             NGS
 AW1605  HISTORY     - 1987     GOOD             USPSQD
 AW1605  HISTORY     - 1987     GOOD             USPSQD
 AW1605  HISTORY     - 1987     GOOD             USPSQD
 AW1605  HISTORY     - 1987     GOOD             USPSQD
 AW1605  HISTORY     - 19870120 GOOD             USPSQD
 AW1605  HISTORY     - 1988     GOOD             USPSQD
 AW1605  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1605  HISTORY     - 1988     GOOD             USPSQD
 AW1605  HISTORY     - 1988     GOOD             USPSQD
 AW1605  HISTORY     - 1988     GOOD             USPSQD
 AW1605  HISTORY     - 1988     GOOD             USPSQD
 AW1605  HISTORY     - 1988     GOOD             USPSQD
 AW1605  HISTORY     - 1988     GOOD             USPSQD
 AW1605  HISTORY     - 1988     GOOD             USPSQD
 AW1605  HISTORY     - 1988     GOOD             USPSQD
 AW1605  HISTORY     - 1988     GOOD             USPSQD
 AW1605  HISTORY     - 1988     GOOD             USPSQD
 AW1605  HISTORY     - 1988     GOOD             USPSQD
 AW1605  HISTORY     - 1989     GOOD             USPSQD
 AW1605  HISTORY     - 1989     GOOD             USPSQD
 AW1605  HISTORY     - 1989     GOOD             USPSQD
 AW1605  HISTORY     - 1989     GOOD             USPSQD
 AW1605  HISTORY     - 1989     GOOD             USPSQD
 AW1605  HISTORY     - 1990     GOOD             USPSQD
 AW1605  HISTORY     - 1990     GOOD             USPSQD
 AW1605  HISTORY     - 1991     GOOD             USPSQD
 AW1605  HISTORY     - 19940326 GOOD             USPSQD
 AW1605  HISTORY     - 19950330 GOOD             HGCSD
 AW1605  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW1605  HISTORY     - 20050630 GOOD             USPSQD
 AW1605
 AW1605                          STATION DESCRIPTION
 AW1605
 AW1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1605'0.65 MI E FROM SAN LEON.
 AW1605'0.35 MILE EAST ALONG FARM ROAD 517 FROM THE POST OFFICE AT SAN LEON,
 AW1605'THENCE 0.20 MILE EAST ALONG AVENUE B, THENCE 0.1 MILE NORTH ALONG 6TH
 AW1605'STREET, AT THE SAN LEON MARINA, IN THE TOP AND ON THE EAST SIDE OF THE
 AW1605'CONCRETE FOUNDATION FOR A FLAG POLE, 88.5 FEET NORTH OF THE NORTHEAST
 AW1605'CORNER OF THE SHIPS STORE, 32.5 FEET WEST OF THE CENTER LINE OF THE
 AW1605'STREET, 59.0 FEET WEST OF A POWER POLE BEARING TWO TRANSFORMERS AND A
 AW1605'STREET LIGHT, FLUSH WITH THE LAWN.  NOTE-- THE FOUNDATION IS 10 FEET
 AW1605'DEEP.
 AW1605
 AW1605                          STATION RECOVERY (1978)
 AW1605
 AW1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1987)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1987)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1987)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1987)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1987 (CB)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1987)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1988)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1988)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (TT)
 AW1605'MARK NOT FOUND.
 AW1605
 AW1605                          STATION RECOVERY (1988)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1988)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1988)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1988)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1988)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1988)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1988)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1988)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1988)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1988)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1988)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1989)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1989)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1989)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1989)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1989)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1990)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1990)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1991)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1994)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1605'RECOVERED IN GOOD CONDITION.
 AW1605
 AW1605                          STATION RECOVERY (1995)
 AW1605
 AW1605'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1605'RECOVERED AS DESCRIBED.  FLAG POLE RUSTED AWAY BUT BASE REMAINS
 AW1605
 AW1605                          STATION RECOVERY (2004)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1605'LOCAL SURVEY USED THE MARK IN JUNE 2004 TO SET A RR SPIKE IN THE
 AW1605'TELEPHONE POLE.  THE MARK IS UNDER THE FIRST PARKING SPOT IN THE
 AW1605'PARKING LOT.  THE MARK IS COVERED WITH ABOUT 1 FOOT OF CRUSHED
 AW1605'CONCRETE. THE OWNER DID NOT WANT IT DUG UP JUST TO LOOK AT IT.
 AW1605
 AW1605                          STATION RECOVERY (2005)
 AW1605
 AW1605'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1605'GP IS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0175 ***********************************************************************
 AM0175  DESIGNATION -  G 1206
 AM0175  PID         -  AM0175
 AM0175  STATE/COUNTY-  TX/MATAGORDA
 AM0175  USGS QUAD   -  BAY CITY (1972)
 AM0175
 AM0175                         *CURRENT SURVEY CONTROL
 AM0175  ___________________________________________________________________
 AM0175* NAD 83(1986)-  28 58 35.     (N)    095 58 28.     (W)     SCALED    
 AM0175* NAVD 88     -        15.32   (+/-2cm)      50.3    (feet)  VERTCON   
 AM0175  ___________________________________________________________________
 AM0175  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AM0175
 AM0175  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0175
 AM0175.The horizontal coordinates were scaled from a topographic map and have
 AM0175.an estimated accuracy of +/- 6 seconds.
 AM0175
 AM0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0175.The vertical order pertains to the NGVD 29 superseded value.
 AM0175
 AM0175.The geoid height was determined by GEOID03.
 AM0175
 AM0175;                    North         East    Units  Estimated Accuracy
 AM0175;SPC TXSC     - 4,130,500.      894,810.      MT  (+/- 180 meters Scaled)
 AM0175
 AM0175                          SUPERSEDED SURVEY CONTROL
 AM0175
 AM0175  NGVD 29 (??/??/92)   15.350  (m)           50.36   (f) ADJ UNCH    1 1
 AM0175
 AM0175.Superseded values are not recommended for survey control.
 AM0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0175.See file dsdata.txt to determine how the superseded data were derived.
 AM0175
 AM0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN101090(NAD 83)
 AM0175_MARKER: DB = BENCH MARK DISK
 AM0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0175_STAMPING: G 1206 1972
 AM0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0175+STABILITY: SURFACE MOTION
 AM0175
 AM0175  HISTORY     - Date     Condition        Report By
 AM0175  HISTORY     - 1972     MONUMENTED       NGS
 AM0175  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 AM0175  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0175
 AM0175                          STATION DESCRIPTION
 AM0175
 AM0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0175'IN BAY CITY.
 AM0175'AT BAY CITY, 0.35 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AM0175'THE STATION, AT THE SOUTHWEST CORNER OF THE JUNCTION OF THE RAILROAD
 AM0175'AND AVENUE B, 53.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 29
 AM0175'FEET WEST OF THE CENTER LINE OF THE AVENUE, 107.5 FEET WEST-NORTHWEST
 AM0175'AND ACROSS THE AVENUE FROM THE NORTHWEST CORNER OF A CHURCH BRICK
 AM0175'BUILDING, 102.3 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONCRETE
 AM0175'FOUNDATION OF A RAILROAD SIGNAL, 1 1/2 FEET NORTH OF A TELEPHONE POLE,
 AM0175'1.7 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 AM0175'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 AM0175'GRADUAL REFUSAL AT A DEPTH OF 56 FEET.  THE UPPER PORTION OF THE ROD
 AM0175'IS ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AM0175
 AM0175                          STATION RECOVERY (1991)
 AM0175
 AM0175'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AM0175'MARK NOT FOUND.
 AM0175
 AM0175                          STATION RECOVERY (1996)
 AM0175
 AM0175'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0036 ***********************************************************************
 AN0036  DESIGNATION -  G 1207
 AN0036  PID         -  AN0036
 AN0036  STATE/COUNTY-  TX/MATAGORDA
 AN0036  USGS QUAD   -  BLESSING (1995)
 AN0036
 AN0036                         *CURRENT SURVEY CONTROL
 AN0036  ___________________________________________________________________
 AN0036* NAD 83(1986)-  28 52 19.     (N)    096 13 08.     (W)     SCALED    
 AN0036* NAVD 88     -        12.20   (+/-2cm)      40.0    (feet)  VERTCON   
 AN0036  ___________________________________________________________________
 AN0036  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN0036
 AN0036  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0036
 AN0036.The horizontal coordinates were scaled from a topographic map and have
 AN0036.an estimated accuracy of +/- 6 seconds.
 AN0036
 AN0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0036.The vertical order pertains to the NGVD 29 superseded value.
 AN0036
 AN0036.The geoid height was determined by GEOID03.
 AN0036
 AN0036;                    North         East    Units  Estimated Accuracy
 AN0036;SPC TXSC     - 4,118,330.      871,270.      MT  (+/- 180 meters Scaled)
 AN0036
 AN0036                          SUPERSEDED SURVEY CONTROL
 AN0036
 AN0036  NGVD 29 (??/??/92)   12.241  (m)           40.16   (f) ADJ UNCH    1 1
 AN0036
 AN0036.Superseded values are not recommended for survey control.
 AN0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0036.See file dsdata.txt to determine how the superseded data were derived.
 AN0036
 AN0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS712969(NAD 83)
 AN0036_MARKER: DB = BENCH MARK DISK
 AN0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0036_SP_SET: FOUNDATION
 AN0036_STAMPING: G 1207 1972
 AN0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0036
 AN0036  HISTORY     - Date     Condition        Report By
 AN0036  HISTORY     - 1972     MONUMENTED       NGS
 AN0036  HISTORY     - 1978     GOOD             NGS
 AN0036  HISTORY     - 20060312 MARK NOT FOUND   USPSQD
 AN0036
 AN0036                          STATION DESCRIPTION
 AN0036
 AN0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0036'IN BLESSING.
 AN0036'AT BLESSING, ALONG FRAM-TO-MARKET ROAD 616 (AVENUE B) BETWEEN 11TH
 AN0036'STREET AND RAILROAD AVENUE, 0.2 MILE EAST OF THE INTERSECTION OF 10TH
 AN0036'STREET, AT THE CITY WATER TOWER, IN THE TOP OF THE SOUTHWEST CORNER OF
 AN0036'THE CONCRETE FOUNDATION OF THE SOUTHEAST LEG OF THE TOWER, 43 FEET
 AN0036'NORTH OF THE CENTER LINE OF THE ROAD, 129 FEET EAST OF THE CENTER LINE
 AN0036'OF 11TH STREET, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AN0036
 AN0036                          STATION RECOVERY (1978)
 AN0036
 AN0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0036'RECOVERED IN GOOD CONDITION.
 AN0036
 AN0036                          STATION RECOVERY (2006)
 AN0036
 AN0036'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0036'NOT FOUND AS THE WATER TOWER IS GONE AND THE AREA HAS BEEN LEVELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0141 ***********************************************************************
 AW0141  DESIGNATION -  G 1208
 AW0141  PID         -  AW0141
 AW0141  STATE/COUNTY-  TX/BRAZORIA
 AW0141  USGS QUAD   -  ALGOA (1974)
 AW0141
 AW0141                         *CURRENT SURVEY CONTROL
 AW0141  ___________________________________________________________________
 AW0141* NAD 83(1986)-  29 25 11.     (N)    095 13 41.     (W)     SCALED    
 AW0141* NAVD 88     -        11.999  (meters)      39.37   (feet)  ADJUSTED  
 AW0141  ___________________________________________________________________
 AW0141  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW0141  DYNAMIC HT  -          11.983 (meters)      39.31  (feet)  COMP
 AW0141  MODELED GRAV-     979,266.2   (mgal)                       NAVD 88
 AW0141  OBS GRAVITY -     979,266.1   (mgal)                       GRAV_OBS
 AW0141
 AW0141  VERT ORDER  -  FIRST     CLASS I
 AW0141
 AW0141.The horizontal coordinates were scaled from a topographic map and have
 AW0141.an estimated accuracy of +/- 6 seconds.
 AW0141
 AW0141.The orthometric height was determined by differential leveling
 AW0141.and adjusted by the National Geodetic Survey in June 1991..
 AW0141
 AW0141.The geoid height was determined by GEOID03.
 AW0141
 AW0141.The dynamic height is computed by dividing the NAVD 88
 AW0141.geopotential number by the normal gravity value computed on the
 AW0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0141.degrees latitude (g = 980.6199 gals.).
 AW0141
 AW0141.The modeled gravity was interpolated from observed gravity values.
 AW0141.The observed gravity was obtained from relative gravimeter ties
 AW0141.to the IGSN71 gravity network.
 AW0141
 AW0141;                    North         East    Units  Estimated Accuracy
 AW0141;SPC TXSC     - 4,181,720.      965,930.      MT  (+/- 180 meters Scaled)
 AW0141
 AW0141                          SUPERSEDED SURVEY CONTROL
 AW0141
 AW0141  NGVD 29 (12/23/87)   11.996  (m)           39.36   (f) ADJUSTED    1 1
 AW0141
 AW0141.Superseded values are not recommended for survey control.
 AW0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0141.See file dsdata.txt to determine how the superseded data were derived.
 AW0141
 AW0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN838565(NAD 83)
 AW0141_MARKER: DB = BENCH MARK DISK
 AW0141_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0141_SP_SET: BRIDGE ABUTMENT
 AW0141_STAMPING: G 1208 1973
 AW0141_MARK LOGO: NGS   
 AW0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0141+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 AW0141
 AW0141  HISTORY     - Date     Condition        Report By
 AW0141  HISTORY     - 1973     MONUMENTED       NGS
 AW0141  HISTORY     - 1978     GOOD             NGS
 AW0141  HISTORY     - 1978     GOOD             NGS
 AW0141  HISTORY     - 1986     GOOD             NGS
 AW0141  HISTORY     - 1987     GOOD             USPSQD
 AW0141  HISTORY     - 1987     GOOD             USPSQD
 AW0141  HISTORY     - 1987     GOOD             USPSQD
 AW0141  HISTORY     - 1987     GOOD             USPSQD
 AW0141  HISTORY     - 1988     GOOD             USPSQD
 AW0141  HISTORY     - 1988     GOOD             USPSQD
 AW0141  HISTORY     - 1988     GOOD             USPSQD
 AW0141  HISTORY     - 1988     GOOD             USPSQD
 AW0141  HISTORY     - 1988     GOOD             USPSQD
 AW0141  HISTORY     - 1988     GOOD             USPSQD
 AW0141  HISTORY     - 1988     GOOD             USPSQD
 AW0141  HISTORY     - 1988     GOOD             USPSQD
 AW0141  HISTORY     - 1988     GOOD             USPSQD
 AW0141  HISTORY     - 1988     GOOD             USPSQD
 AW0141  HISTORY     - 1988     GOOD             USPSQD
 AW0141  HISTORY     - 1989     GOOD             USPSQD
 AW0141  HISTORY     - 1990     GOOD             USPSQD
 AW0141  HISTORY     - 19970628 GOOD             USPSQD
 AW0141  HISTORY     - 20020109 GOOD             USPSQD
 AW0141  HISTORY     - 20041021 GOOD             USPSQD
 AW0141
 AW0141                          STATION DESCRIPTION
 AW0141
 AW0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0141'0.9 MI E FROM ALVIN.
 AW0141'0.9 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTE FE RAILROAD FROM
 AW0141'THE STATION AT ALVIN, AT STATE HIGHWAY 35 UNDERPASS, SET IN THE TOP OF
 AW0141'THE NORTH END OF THE EAST CONCRETE ABUTMENT, 9.0 FEET NORTH OF THE
 AW0141'NORTH RAIL OF THE MAIN TRACK, AND ABOUT 6 FEET LOWER THAN THE TRACK.
 AW0141
 AW0141                          STATION RECOVERY (1978)
 AW0141
 AW0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1978)
 AW0141
 AW0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1986)
 AW0141
 AW0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1987)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1987)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1987)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1987)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1988)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1988)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1988)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1988)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1988)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1988)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (USP)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1988)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1988)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1988)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1988)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1988)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1989)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1990)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1990 (KCS)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (1997)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (2002)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0141'RECOVERED IN GOOD CONDITION.
 AW0141
 AW0141                          STATION RECOVERY (2004)
 AW0141
 AW0141'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0019 ***********************************************************************
 AM0019  DESIGNATION -  G 1209
 AM0019  PID         -  AM0019
 AM0019  STATE/COUNTY-  TX/BRAZORIA
 AM0019  USGS QUAD   -  FREEPORT (1974)
 AM0019
 AM0019                         *CURRENT SURVEY CONTROL
 AM0019  ___________________________________________________________________
 AM0019* NAD 83(1986)-  28 57 48.     (N)    095 21 39.     (W)     SCALED    
 AM0019* NAVD 88     -         1.12   (+/-2cm)       3.7    (feet)  VERTCON   
 AM0019  ___________________________________________________________________
 AM0019  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AM0019
 AM0019  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0019
 AM0019.The horizontal coordinates were scaled from a topographic map and have
 AM0019.an estimated accuracy of +/- 6 seconds.
 AM0019
 AM0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0019.The vertical order pertains to the NGVD 29 superseded value.
 AM0019
 AM0019.The geoid height was determined by GEOID03.
 AM0019
 AM0019;                    North         East    Units  Estimated Accuracy
 AM0019;SPC TXSC     - 4,130,750.      954,620.      MT  (+/- 180 meters Scaled)
 AM0019
 AM0019                          SUPERSEDED SURVEY CONTROL
 AM0019
 AM0019  NGVD 29 (??/??/92)    1.144  (m)            3.75   (f) ADJ UNCH    1 1
 AM0019
 AM0019.Superseded values are not recommended for survey control.
 AM0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0019.See file dsdata.txt to determine how the superseded data were derived.
 AM0019
 AM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN699062(NAD 83)
 AM0019_MARKER: DB = BENCH MARK DISK
 AM0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0019_SP_SET: CATCH BASIN
 AM0019_STAMPING: G 1209 1973
 AM0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0019+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AM0019
 AM0019  HISTORY     - Date     Condition        Report By
 AM0019  HISTORY     - 1973     MONUMENTED       NGS
 AM0019  HISTORY     - 1977     GOOD             NGS
 AM0019  HISTORY     - 1978     GOOD             NGS
 AM0019  HISTORY     - 19980425 GOOD             USPSQD
 AM0019  HISTORY     - 20041106 GOOD             USPSQD
 AM0019
 AM0019                          STATION DESCRIPTION
 AM0019
 AM0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0019'IN FREEPORT.
 AM0019'AT FREEPORT, 0.75 MILE SOUTHEAST ALONG NORTH GULF BOULEVARD (FARM ROAD
 AM0019'523) FROM THE JUNCTION OF STATE HIGHWAY 288 (BRAZOSPORT BOULEVARD),
 AM0019'0.4 MILE NORTHWEST ALONG NORTH GULF BOULEVARD FROM THE JUNCTION OF
 AM0019'VELASCO BOULEVARD, AT THE WEST CORNER OF THE JUNCTION OF GROCE STREET,
 AM0019'IN THE TOP OF THE EAST CORNER OF A CONCRETE CATCH BASIN WHICH IS ALONG
 AM0019'THE NORTHWEST CURB OF THE STREET, 15.1 FEET SOUTHWEST OF THE SOUTHWEST
 AM0019'CURB OF THE BOULEVARD, 0.5 FOOT NORTHWEST OF THE NORTHWEST CURB OF THE
 AM0019'STREET, 2.4 FEET EAST OF THE CENTER OF A 24-INCH CAST-IRON MANHOLE
 AM0019'COVER, AND ABOUT 1 FOOT HIGHER THAN THE BOULEVARD.
 AM0019
 AM0019                          STATION RECOVERY (1977)
 AM0019
 AM0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0019'RECOVERED IN GOOD CONDITION.
 AM0019
 AM0019                          STATION RECOVERY (1978)
 AM0019
 AM0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0019'RECOVERED IN GOOD CONDITION.
 AM0019
 AM0019                          STATION RECOVERY (1998)
 AM0019
 AM0019'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0019'RECOVERED IN GOOD CONDITION.
 AM0019
 AM0019                          STATION RECOVERY (2004)
 AM0019
 AM0019'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0061 ***********************************************************************
 AW0061  DESIGNATION -  G 1210
 AW0061  PID         -  AW0061
 AW0061  STATE/COUNTY-  TX/BRAZORIA
 AW0061  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0061
 AW0061                         *CURRENT SURVEY CONTROL
 AW0061  ___________________________________________________________________
 AW0061* NAD 83(1986)-  29 08 17.     (N)    095 13 50.     (W)     SCALED    
 AW0061* NAVD 88     -         6.57   (+/-2cm)      21.6    (feet)  VERTCON   
 AW0061  ___________________________________________________________________
 AW0061  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0061
 AW0061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0061
 AW0061.The horizontal coordinates were scaled from a topographic map and have
 AW0061.an estimated accuracy of +/- 6 seconds.
 AW0061
 AW0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0061.The vertical order pertains to the NGVD 29 superseded value.
 AW0061
 AW0061.The geoid height was determined by GEOID03.
 AW0061
 AW0061;                    North         East    Units  Estimated Accuracy
 AW0061;SPC TXSC     - 4,150,510.      966,690.      MT  (+/- 180 meters Scaled)
 AW0061
 AW0061                          SUPERSEDED SURVEY CONTROL
 AW0061
 AW0061  NGVD 29 (??/??/92)    6.569  (m)           21.55   (f) ADJ UNCH    2 0
 AW0061
 AW0061.Superseded values are not recommended for survey control.
 AW0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0061.See file dsdata.txt to determine how the superseded data were derived.
 AW0061
 AW0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN830253(NAD 83)
 AW0061_MARKER: DB = BENCH MARK DISK
 AW0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0061_SP_SET: BRIDGE DECK
 AW0061_STAMPING: G 1210 1973
 AW0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0061
 AW0061  HISTORY     - Date     Condition        Report By
 AW0061  HISTORY     - 1973     MONUMENTED       NGS
 AW0061  HISTORY     - 1978     GOOD             NGS
 AW0061  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW0061
 AW0061                          STATION DESCRIPTION
 AW0061
 AW0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0061'16.1 MI NE FROM FREEPORT.
 AW0061'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0061'BOULEVARD AT FREEPORT, THENCE 8.15 MILES NORTHEAST ALONG COUNTY ROAD
 AW0061'227, THENCE 0.05 MILE SOUTHEAST ALONG A SHELL ROAD, THENCE 1.1 MILES
 AW0061'NORTHEAST ALONG A SHELL ROAD TO TEXACO LEASE AND STORAGE TANKS, 0.3
 AW0061'MILE NORTHEAST OF THE JUNCTION OF A SHELL ROAD SOUTHWEST TO A PUMPING
 AW0061'STATION, AT HOSKINS MOUND, IN THE TOP OF THE WEST CORNER OF THE
 AW0061'CONCRETE DECK OF A BRIDGE, 13 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 AW0061'THE ROAD, 85 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 AW0061'NORTHWEST-SOUTHEAST SHELL ROAD, 220 FEET SOUTHWEST OF THE SOUTHWEST
 AW0061'ONE OF A GROUP OF TANKS, 0.6 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF
 AW0061'THE DECK, 0.7 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE DECK, AND
 AW0061'ABOUT LEVEL WITH THE ROAD.
 AW0061
 AW0061                          STATION RECOVERY (1978)
 AW0061
 AW0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0061'RECOVERED IN GOOD CONDITION.
 AW0061
 AW0061                          STATION RECOVERY (1997)
 AW0061
 AW0061'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2283 ***********************************************************************
 AW2283  DESIGNATION -  G 1211
 AW2283  PID         -  AW2283
 AW2283  STATE/COUNTY-  TX/HARRIS
 AW2283  USGS QUAD   -  BELLAIRE (1995)
 AW2283
 AW2283                         *CURRENT SURVEY CONTROL
 AW2283  ___________________________________________________________________
 AW2283* NAD 83(1986)-  29 44 17.     (N)    095 28 57.     (W)     SCALED    
 AW2283* NAVD 88     -        18.66   (+/-2cm)      61.2    (feet)  VERTCON   
 AW2283  ___________________________________________________________________
 AW2283  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW2283  OBS GRAVITY -     979,282.5   (mgal)                       GRAV_OBS
 AW2283
 AW2283  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2283
 AW2283.The horizontal coordinates were scaled from a topographic map and have
 AW2283.an estimated accuracy of +/- 6 seconds.
 AW2283
 AW2283.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2283.The vertical order pertains to the NGVD 29 superseded value.
 AW2283
 AW2283.The geoid height was determined by GEOID03.
 AW2283.The observed gravity was obtained from relative gravimeter ties
 AW2283.to the IGSN71 gravity network.
 AW2283
 AW2283;                    North         East    Units  Estimated Accuracy
 AW2283;SPC TXSC     - 4,216,210.      940,190.      MT  (+/- 180 meters Scaled)
 AW2283
 AW2283                          SUPERSEDED SURVEY CONTROL
 AW2283
 AW2283  NGVD 29 (??/??/??)   18.657  (m)           61.21   (f) ADJUSTED    1 2
 AW2283
 AW2283.Superseded values are not recommended for survey control.
 AW2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2283.See file dsdata.txt to determine how the superseded data were derived.
 AW2283
 AW2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN599923(NAD 83)
 AW2283_MARKER: DB = BENCH MARK DISK
 AW2283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2283_SP_SET: CATCH BASIN
 AW2283_STAMPING: G 1211 1973
 AW2283_MARK LOGO: NGS   
 AW2283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2283+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW2283
 AW2283  HISTORY     - Date     Condition        Report By
 AW2283  HISTORY     - 1973     MONUMENTED       NGS
 AW2283  HISTORY     - 1978     GOOD             NGS
 AW2283  HISTORY     - 1983     GOOD             NGS
 AW2283  HISTORY     - 1985     GOOD             USPSQD
 AW2283  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2283  HISTORY     - 1987     GOOD             USPSQD
 AW2283  HISTORY     - 1991     GOOD             USPSQD
 AW2283  HISTORY     - 19931112 GOOD             USPSQD
 AW2283  HISTORY     - 20040507 GOOD             USPSQD
 AW2283  HISTORY     - 20051006 GOOD             USPSQD
 AW2283
 AW2283                          STATION DESCRIPTION
 AW2283
 AW2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2283'3.1 MI N FROM BELLAIRE.
 AW2283'2.25 MILES NORTH ALONG RICE AVENUE FROM THE JUNCTION OF BELLAIRE
 AW2283'BOULEVARD AT BELLAIRE, THENCE 0.35 MILE WEST ALONG WEST ALABAMA
 AW2283'STREET, THENCE 0.5 MILE WEST ALONG WESTHEIMER ROAD, AT THE NORTHEAST
 AW2283'CORNER OF THE JUNCTION OF AUGUSTA DRIVE, IN THE TOP AND 0.7 FOOT
 AW2283'NORTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN WHICH IS
 AW2283'ALONG THE EAST CURB OF THE DRIVE, 3.0 FEET EAST OF THE EAST CURB OF
 AW2283'THE DRIVE, 26 FEET NORTH OF THE NORTH CURB OF THE ROAD, 3.8 FEET NORTH
 AW2283'OF THE CENTER OF A FIRE HYDRANT, AND ABOUT 1/2 FOOT HIGHER THAN THE
 AW2283'ROAD.
 AW2283
 AW2283                          STATION RECOVERY (1978)
 AW2283
 AW2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2283'RECOVERED IN GOOD CONDITION.
 AW2283
 AW2283                          STATION RECOVERY (1983)
 AW2283
 AW2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2283'RECOVERED IN GOOD CONDITION.
 AW2283
 AW2283                          STATION RECOVERY (1985)
 AW2283
 AW2283'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW2283'RECOVERED IN GOOD CONDITION.
 AW2283
 AW2283                          STATION RECOVERY (1986)
 AW2283
 AW2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2283'NOT RECOVERED.
 AW2283
 AW2283                          STATION RECOVERY (1987)
 AW2283
 AW2283'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW2283'RECOVERED IN GOOD CONDITION.
 AW2283
 AW2283                          STATION RECOVERY (1991)
 AW2283
 AW2283'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW2283'RECOVERED IN GOOD CONDITION.
 AW2283
 AW2283                          STATION RECOVERY (1993)
 AW2283
 AW2283'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2283'RECOVERED IN GOOD CONDITION.
 AW2283
 AW2283                          STATION RECOVERY (2004)
 AW2283
 AW2283'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2283'RECOVERED IN GOOD CONDITION.
 AW2283
 AW2283                          STATION RECOVERY (2005)
 AW2283
 AW2283'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2283'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4768 ***********************************************************************
 AW4768  DESIGNATION -  G 1212
 AW4768  PID         -  AW4768
 AW4768  STATE/COUNTY-  TX/FORT BEND
 AW4768  USGS QUAD   -  RICHMOND (1980)
 AW4768
 AW4768                         *CURRENT SURVEY CONTROL
 AW4768  ___________________________________________________________________
 AW4768* NAD 83(1986)-  29 33 43.     (N)    095 47 57.     (W)     SCALED    
 AW4768* NAVD 88     -        28.589  (meters)      93.80   (feet)  ADJUSTED  
 AW4768  ___________________________________________________________________
 AW4768  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW4768  DYNAMIC HT  -          28.550 (meters)      93.67  (feet)  COMP
 AW4768  MODELED GRAV-     979,264.9   (mgal)                       NAVD 88
 AW4768
 AW4768  VERT ORDER  -  FIRST     CLASS II
 AW4768
 AW4768.The horizontal coordinates were scaled from a topographic map and have
 AW4768.an estimated accuracy of +/- 6 seconds.
 AW4768
 AW4768.The orthometric height was determined by differential leveling
 AW4768.and adjusted by the National Geodetic Survey in June 1991..
 AW4768
 AW4768.The geoid height was determined by GEOID03.
 AW4768
 AW4768.The dynamic height is computed by dividing the NAVD 88
 AW4768.geopotential number by the normal gravity value computed on the
 AW4768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4768.degrees latitude (g = 980.6199 gals.).
 AW4768
 AW4768.The modeled gravity was interpolated from observed gravity values.
 AW4768
 AW4768;                    North         East    Units  Estimated Accuracy
 AW4768;SPC TXSC     - 4,195,820.      910,110.      MT  (+/- 180 meters Scaled)
 AW4768
 AW4768                          SUPERSEDED SURVEY CONTROL
 AW4768
 AW4768  NGVD 29 (12/23/87)   28.586  (m)           93.79   (f) ADJUSTED    1 2
 AW4768
 AW4768.Superseded values are not recommended for survey control.
 AW4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4768.See file dsdata.txt to determine how the superseded data were derived.
 AW4768
 AW4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN287735(NAD 83)
 AW4768_MARKER: DB = BENCH MARK DISK
 AW4768_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4768_SP_SET: CULVERT HEADWALL
 AW4768_STAMPING: G 1212 1973
 AW4768_MARK LOGO: NGS   
 AW4768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4768+STABILITY: SURFACE MOTION
 AW4768
 AW4768  HISTORY     - Date     Condition        Report By
 AW4768  HISTORY     - 1973     MONUMENTED       NGS
 AW4768  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW4768  HISTORY     - 1987     GOOD             NGS
 AW4768  HISTORY     - 1990     GOOD             USPSQD
 AW4768  HISTORY     - 19931204 GOOD             USPSQD
 AW4768  HISTORY     - 19991120 GOOD             USPSQD
 AW4768
 AW4768                          STATION DESCRIPTION
 AW4768
 AW4768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4768'0.35 MI E FROM ROSENBERG.
 AW4768'0.35 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4768'THE STATION AT ROSENBERG, 240 FEET EAST OF THE CENTER OF THE JUNCTION
 AW4768'OF OLD RICHMOND ROAD AND 8TH STREET, IN THE TOP AND 0.6 FOOT WEST OF
 AW4768'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A LARGE CONCRETE BOX
 AW4768'CULVERT UNDER THE RAILROAD, 39.9 FEET SOUTH OF THE SOUTH RAIL OF THE
 AW4768'MAIN TRACK, 57 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 9 FEET
 AW4768'LOWER THAN THE TRACK, AND 2 FEET LOWER THAN THE ROAD.
 AW4768
 AW4768                          STATION RECOVERY (1987)
 AW4768
 AW4768'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW4768'MARK NOT FOUND.
 AW4768
 AW4768                          STATION RECOVERY (1987)
 AW4768
 AW4768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4768'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4768'ADD--ALSO 0.96 KM (0.6 MI) EAST ALONG OLD RICHMOND ROAD FROM THE
 AW4768'JUNCTION OF FM ROAD 723 NORTH IN ROSENBERG.
 AW4768
 AW4768                          STATION RECOVERY (1990)
 AW4768
 AW4768'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4768'RECOVERED IN GOOD CONDITION.
 AW4768
 AW4768                          STATION RECOVERY (1993)
 AW4768
 AW4768'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4768'RECOVERED IN GOOD CONDITION.
 AW4768
 AW4768                          STATION RECOVERY (1999)
 AW4768
 AW4768'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2141 ***********************************************************************
 AW2141  DESIGNATION -  G 1213
 AW2141  PID         -  AW2141
 AW2141  STATE/COUNTY-  TX/FORT BEND
 AW2141  USGS QUAD   -  CLODINE (1995)
 AW2141
 AW2141                         *CURRENT SURVEY CONTROL
 AW2141  ___________________________________________________________________
 AW2141* NAD 83(1986)-  29 41 02.     (N)    095 38 37.     (W)     SCALED    
 AW2141* NAVD 88     -        27.613  (meters)      90.59   (feet)  ADJUSTED  
 AW2141  ___________________________________________________________________
 AW2141  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW2141  DYNAMIC HT  -          27.576 (meters)      90.47  (feet)  COMP
 AW2141  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 AW2141  OBS GRAVITY -     979,272.6   (mgal)                       GRAV_OBS
 AW2141
 AW2141  VERT ORDER  -  FIRST     CLASS II
 AW2141
 AW2141.The horizontal coordinates were scaled from a topographic map and have
 AW2141.an estimated accuracy of +/- 6 seconds.
 AW2141
 AW2141.The orthometric height was determined by differential leveling
 AW2141.and adjusted by the National Geodetic Survey in June 1991..
 AW2141
 AW2141.The geoid height was determined by GEOID03.
 AW2141
 AW2141.The dynamic height is computed by dividing the NAVD 88
 AW2141.geopotential number by the normal gravity value computed on the
 AW2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2141.degrees latitude (g = 980.6199 gals.).
 AW2141
 AW2141.The modeled gravity was interpolated from observed gravity values.
 AW2141.The observed gravity was obtained from relative gravimeter ties
 AW2141.to the IGSN71 gravity network.
 AW2141
 AW2141;                    North         East    Units  Estimated Accuracy
 AW2141;SPC TXSC     - 4,209,750.      924,780.      MT  (+/- 180 meters Scaled)
 AW2141
 AW2141                          SUPERSEDED SURVEY CONTROL
 AW2141
 AW2141  NGVD 29 (12/23/87)   27.608  (m)           90.58   (f) ADJUSTED    1 2
 AW2141
 AW2141.Superseded values are not recommended for survey control.
 AW2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2141.See file dsdata.txt to determine how the superseded data were derived.
 AW2141
 AW2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN441866(NAD 83)
 AW2141_MARKER: DB = BENCH MARK DISK
 AW2141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2141_SP_SET: CULVERT HEADWALL
 AW2141_STAMPING: G 1213 1973
 AW2141_MARK LOGO: NGS   
 AW2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2141+STABILITY: SURFACE MOTION
 AW2141
 AW2141  HISTORY     - Date     Condition        Report By
 AW2141  HISTORY     - 1973     MONUMENTED       NGS
 AW2141  HISTORY     - 1978     GOOD             NGS
 AW2141  HISTORY     - 1986     GOOD             NGS
 AW2141  HISTORY     - 1989     GOOD             USPSQD
 AW2141  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW2141  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2141  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW2141
 AW2141                          STATION DESCRIPTION
 AW2141
 AW2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2141'6.9 MI S FROM ADDICKS.
 AW2141'6.9 MILES SOUTH ALONG STATE HIGHWAY 6 FROM INTERSTATE HIGHWAY 10
 AW2141'OVERPASS AT ADDICKS, 0.1 MILE SOUTH OF HARRIS-FORT BEND COUNTY LINE,
 AW2141'AT THE JUNCTION OF A DRIVEWAY WEST TO A HOUSE AT 8602 STATE HIGHWAY 6,
 AW2141'IN THE TOP AND 0.8 FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE
 AW2141'HEADWALL OF A 24-INCH PIPE CULVERT UNDER THE DRIVEWAY, 47 1/2 FEET
 AW2141'WEST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTER
 AW2141'LINE OF THE DRIVEWAY, 78 1/2 FEET SOUTH AND ACROSS THE DRIVEWAY FROM
 AW2141'THE CENTER LINE OF A DRIVEWAY TO JOHN L. DORA COMPANY PLANT BUILDING,
 AW2141'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 AW2141
 AW2141                          STATION RECOVERY (1978)
 AW2141
 AW2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2141'RECOVERED IN GOOD CONDITION.
 AW2141
 AW2141                          STATION RECOVERY (1986)
 AW2141
 AW2141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2141'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2141'23.5 METERS (77.0 FT) SOUTH OF THE CENTERLINE OF A DRIVE TO NATIONAL
 AW2141'STRAND PRODUCTS COMPANY AND 4.5 METERS (14.8 FT) SOUTHEAST OF POWER
 AW2141'POLE 8707.
 AW2141
 AW2141                          STATION RECOVERY (1989)
 AW2141
 AW2141'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW2141'RECOVERED IN GOOD CONDITION.
 AW2141
 AW2141                          STATION RECOVERY (1998)
 AW2141
 AW2141'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2141'MARK NOT FOUND.
 AW2141
 AW2141                          STATION RECOVERY (1998)
 AW2141
 AW2141'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2141'MARK NOT FOUND.
 AW2141
 AW2141                          STATION RECOVERY (2004)
 AW2141
 AW2141'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2373 ***********************************************************************
 AW2373  DESIGNATION -  G 1214
 AW2373  PID         -  AW2373
 AW2373  STATE/COUNTY-  TX/FORT BEND
 AW2373  USGS QUAD   -  MISSOURI CITY (1995)
 AW2373
 AW2373                         *CURRENT SURVEY CONTROL
 AW2373  ___________________________________________________________________
 AW2373* NAD 83(1986)-  29 35 23.     (N)    095 36 24.     (W)     SCALED    
 AW2373* NAVD 88     -        21.03   (+/-2cm)      69.0    (feet)  VERTCON   
 AW2373  ___________________________________________________________________
 AW2373  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2373
 AW2373  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2373
 AW2373.The horizontal coordinates were scaled from a topographic map and have
 AW2373.an estimated accuracy of +/- 6 seconds.
 AW2373
 AW2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2373.The vertical order pertains to the NGVD 29 superseded value.
 AW2373
 AW2373.The geoid height was determined by GEOID03.
 AW2373
 AW2373;                    North         East    Units  Estimated Accuracy
 AW2373;SPC TXSC     - 4,199,420.      928,660.      MT  (+/- 180 meters Scaled)
 AW2373
 AW2373                          SUPERSEDED SURVEY CONTROL
 AW2373
 AW2373  NGVD 29 (??/??/92)   21.023  (m)           68.97   (f) ADJ UNCH    1 2
 AW2373
 AW2373.Superseded values are not recommended for survey control.
 AW2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2373.See file dsdata.txt to determine how the superseded data were derived.
 AW2373
 AW2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN475761(NAD 83)
 AW2373_MARKER: DB = BENCH MARK DISK
 AW2373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2373_SP_SET: CULVERT
 AW2373_STAMPING: G 1214 1973
 AW2373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2373
 AW2373  HISTORY     - Date     Condition        Report By
 AW2373  HISTORY     - 1973     MONUMENTED       NGS
 AW2373  HISTORY     - 1978     GOOD             NGS
 AW2373  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2373  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2373  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2373  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2373  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2373  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW2373  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW2373
 AW2373                          STATION DESCRIPTION
 AW2373
 AW2373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2373'3.0 MI SE FROM SUGAR LAND.
 AW2373'1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION OF U.S.
 AW2373'HIGHWAY 59 AT SUGAR LAND, THENCE 1.85 MLES SOUTHEAST ALONG STATE
 AW2373'HIGHWAY 6, 0.45 MILE SOUTHEAST OF THE JUNCTION OF BULLER ROAD, IN THE
 AW2373'TOP OF THE NORTHEAST CONCRETE HEADWALL OF A LARGE CONCRETE BOX
 AW2373'CULVERT, 27 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.9 FEET
 AW2373'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL, AND ABOUT LEVEL WITH
 AW2373'THE HIGHWAY.
 AW2373
 AW2373                          STATION RECOVERY (1978)
 AW2373
 AW2373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2373'RECOVERED.  NOTE=SHOULD READ FROM THE JUNCTION OF U.S. HIGHWAY 90
 AW2373'ALTERNATE INSTEAD OF U.S. HIGHWAY 59.
 AW2373
 AW2373                          STATION RECOVERY (1986)
 AW2373
 AW2373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2373'NOT RECOVERED.
 AW2373
 AW2373                          STATION RECOVERY (1987)
 AW2373
 AW2373'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW2373'MARK NOT FOUND.
 AW2373
 AW2373                          STATION RECOVERY (1987)
 AW2373
 AW2373'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2373'MARK NOT FOUND.
 AW2373
 AW2373                          STATION RECOVERY (1987)
 AW2373
 AW2373'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2373'MARK NOT FOUND.
 AW2373
 AW2373                          STATION RECOVERY (1993)
 AW2373
 AW2373'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2373'MARK NOT FOUND.
 AW2373
 AW2373                          STATION RECOVERY (2004)
 AW2373
 AW2373'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2373'MARK NOT FOUND.
 AW2373
 AW2373                          STATION RECOVERY (2005)
 AW2373
 AW2373'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2373'NO HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0828 ***********************************************************************
 AW0828  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0828  DESIGNATION -  G 1215
 AW0828  PID         -  AW0828
 AW0828  STATE/COUNTY-  TX/HARRIS
 AW0828  USGS QUAD   -  SETTEGAST (1995)
 AW0828
 AW0828                         *CURRENT SURVEY CONTROL
 AW0828  ___________________________________________________________________
 AW0828* NAD 83(1993)-  29 52 04.75433(N)    095 15 45.47893(W)     ADJUSTED  
 AW0828* NAVD 88     -        15.51   (meters)      50.9    (feet)  GPS OBS   
 AW0828  ___________________________________________________________________
 AW0828  X           -    -507,727.053 (meters)                     COMP
 AW0828  Y           -  -5,512,214.824 (meters)                     COMP
 AW0828  Z           -   3,157,686.199 (meters)                     COMP
 AW0828  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW0828  ELLIP HEIGHT-         -11.83  (meters)          (02/14/02) GPS OBS
 AW0828  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW0828  DYNAMIC HT  -          15.49  (meters)      50.8   (feet)  COMP
 AW0828  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 AW0828
 AW0828  HORZ ORDER  -  FIRST
 AW0828  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0828  ELLP ORDER  -  FOURTH    CLASS II
 AW0828
 AW0828.The horizontal coordinates were established by GPS observations
 AW0828.and adjusted by the National Geodetic Survey in December 2001..
 AW0828
 AW0828.The orthometric height was determined by GPS observations and a
 AW0828.high-resolution geoid model using precise GPS observation and
 AW0828.processing techniques. It supersedes the leveled height previously
 AW0828.determined for this station.
 AW0828.The vertical order pertains to the first NAVD 88 superseded value.
 AW0828
 AW0828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0828
 AW0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0828
 AW0828.The ellipsoidal height was determined by GPS observations
 AW0828.and is referenced to NAD 83.
 AW0828
 AW0828.The geoid height was determined by GEOID03.
 AW0828
 AW0828.The dynamic height is computed by dividing the NAVD 88
 AW0828.geopotential number by the normal gravity value computed on the
 AW0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0828.degrees latitude (g = 980.6199 gals.).
 AW0828
 AW0828.The modeled gravity was interpolated from observed gravity values.
 AW0828
 AW0828;                    North         East     Units Scale Factor Converg.
 AW0828;SPC TXSC     - 4,231,264.887   960,985.710   MT  0.99990639   +1 49 51.5
 AW0828;SPC TXSC     -13,882,074.88  3,152,833.95   sFT  0.99990639   +1 49 51.5
 AW0828;UTM  15      - 3,306,307.101   281,457.187   MT  1.00018931   -1 07 38.1
 AW0828
 AW0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0828!SPC TXSC     -   1.00000186  x   0.99990639  =   0.99990825
 AW0828!UTM  15      -   1.00000186  x   1.00018931  =   1.00019117
 AW0828
 AW0828                          SUPERSEDED SURVEY CONTROL
 AW0828
 AW0828  ELLIP H (12/03/01)  -11.80   (m)                       GP(       ) 4 2
 AW0828  ELLIP H (10/25/00)  -11.87   (m)                       GP(       ) 4 1
 AW0828  NAD 83(1993)-  29 52 04.75479(N)    095 15 45.47771(W) AD(       ) 1
 AW0828  ELLIP H (10/17/96)  -11.75   (m)                       GP(       ) 3 1
 AW0828  NAVD 88 (06/15/91)   15.518  (m)           50.91   (f) ADJUSTED    1 2
 AW0828  NGVD 29 (12/23/87)   15.516  (m)           50.91   (f) ADJUSTED    1 2
 AW0828
 AW0828.Superseded values are not recommended for survey control.
 AW0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0828.See file dsdata.txt to determine how the superseded data were derived.
 AW0828
 AW0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8145706307(NAD 83)
 AW0828_MARKER: DB = BENCH MARK DISK
 AW0828_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0828+WITH SETTING: INTO GROUND
 AW0828_SP_SET: METAL ROD WITH BASE PLATE
 AW0828_STAMPING: G 1215 1973
 AW0828_MARK LOGO: NGS   
 AW0828_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0828+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1995
 AW0828
 AW0828  HISTORY     - Date     Condition        Report By
 AW0828  HISTORY     - 1973     MONUMENTED       NGS
 AW0828  HISTORY     - 1978     GOOD             NGS
 AW0828  HISTORY     - 1987     GOOD             NGS
 AW0828  HISTORY     - 19950419 GOOD             HGCSD
 AW0828
 AW0828                          STATION DESCRIPTION
 AW0828
 AW0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0828'2.95 MI N FROM EAST HOUSTON.
 AW0828'ABOUT 0.7 MILE NORTHEAST ALONG EAST HOUSTON ROAD FROM THE HIBARD
 AW0828'MEMORIAL BAPTIST CHURCH AT EAST HOUSTON, THENCE 2.25 MILES NORTH ALONG
 AW0828'EAST HOUSTON-DYERSDALE ROAD, 38 FEET WEST OF THE CENTER LINE OF THE
 AW0828'ROAD, 8 1/2 FEET WEST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF THE
 AW0828'SOUTHEAST FENCE CORNER FOR FENCE AROUND THE HOUSTON NATURAL GAS
 AW0828'PUMPING STATION, AT THE SOUTHEAST CORNER OF THE LAWN OF THE CAROLE M.
 AW0828'ANDERSON LIBRARY, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 AW0828'WITH THE ROAD, AND ON THE TOP OF A 4 FOOT COPPER COATED ROD THAT IS
 AW0828'ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE GROUND AND
 AW0828'ENCASED IN A 6 INCH METAL PIPE THAT IS FLUSH WITH THE LEVEL OF THE
 AW0828'GROUND.
 AW0828
 AW0828                          STATION RECOVERY (1978)
 AW0828
 AW0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0828'RECOVERED IN GOOD CONDITION.
 AW0828
 AW0828                          STATION RECOVERY (1987)
 AW0828
 AW0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0828'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 AW0828'CHANGE--EAST HOUSTON-DYERSDALE ROAD TO MESA ROAD.
 AW0828
 AW0828                          STATION RECOVERY (1995)
 AW0828
 AW0828'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0828'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1581 ***********************************************************************
 BL1581  DESIGNATION -  G 1216
 BL1581  PID         -  BL1581
 BL1581  STATE/COUNTY-  TX/HARRIS
 BL1581  USGS QUAD   -  HOCKLEY (1980)
 BL1581
 BL1581                         *CURRENT SURVEY CONTROL
 BL1581  ___________________________________________________________________
 BL1581* NAD 83(1986)-  30 04 10.     (N)    095 49 30.     (W)     SCALED    
 BL1581* NAVD 88     -        72.695  (meters)     238.50   (feet)  ADJUSTED  
 BL1581  ___________________________________________________________________
 BL1581  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1581  DYNAMIC HT  -          72.596 (meters)     238.18  (feet)  COMP
 BL1581  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 BL1581
 BL1581  VERT ORDER  -  FIRST     CLASS II
 BL1581
 BL1581.The horizontal coordinates were scaled from a topographic map and have
 BL1581.an estimated accuracy of +/- 6 seconds.
 BL1581
 BL1581.The orthometric height was determined by differential leveling
 BL1581.and adjusted by the National Geodetic Survey in June 1991..
 BL1581
 BL1581.The geoid height was determined by GEOID03.
 BL1581
 BL1581.The dynamic height is computed by dividing the NAVD 88
 BL1581.geopotential number by the normal gravity value computed on the
 BL1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1581.degrees latitude (g = 980.6199 gals.).
 BL1581
 BL1581.The modeled gravity was interpolated from observed gravity values.
 BL1581
 BL1581;                    North         East    Units  Estimated Accuracy
 BL1581;SPC TXSC     - 4,251,980.      906,080.      MT  (+/- 180 meters Scaled)
 BL1581
 BL1581                          SUPERSEDED SURVEY CONTROL
 BL1581
 BL1581  NGVD 29 (12/23/87)   72.687  (m)          238.47   (f) ADJUSTED    1 2
 BL1581
 BL1581.Superseded values are not recommended for survey control.
 BL1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1581.See file dsdata.txt to determine how the superseded data were derived.
 BL1581
 BL1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP276298(NAD 83)
 BL1581_MARKER: DB = BENCH MARK DISK
 BL1581_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL1581+WITH SETTING: INFORMATION.
 BL1581_SP_SET: SHALLOW-SET METAL ROD
 BL1581_STAMPING: G 1216 1973
 BL1581_MARK LOGO: NGS   
 BL1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1581
 BL1581  HISTORY     - Date     Condition        Report By
 BL1581  HISTORY     - 1973     MONUMENTED       NGS
 BL1581  HISTORY     - 1978     GOOD             NGS
 BL1581  HISTORY     - 1986     GOOD             NGS
 BL1581  HISTORY     - 19940326 GOOD             USPSQD
 BL1581  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1581
 BL1581                          STATION DESCRIPTION
 BL1581
 BL1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1581'4.05 MI NE FROM HOCKLEY.
 BL1581'ABOUT 3 MILES NORTH ALONG HEGAR RD. FROM THE JUNCTION OF US HIGHWAY
 BL1581'290 AND HEGAR RD., THENCE 1.05 MILES EAST ALONG WALLER-TOMBALL RD.,
 BL1581'ABOUT 50 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 33.4 FEET EAST OF
 BL1581'A PIPE LINE FIELD REGULATOR, 2 FEET WEST OF A FENCE BRACE POST,
 BL1581'1/2-FOOT NORTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST, 1 FOOT
 BL1581'BELOW THE LEVEL OF THE ROAD, AND IS A DISK SET ON TOP OF A 4-FOOT
 BL1581'LENGTH OF 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH
 BL1581'METAL PIPE FLUSH WITH THE GROUND.
 BL1581
 BL1581                          STATION RECOVERY (1978)
 BL1581
 BL1581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1581'RECOVERED IN GOOD CONDITION.
 BL1581
 BL1581                          STATION RECOVERY (1986)
 BL1581
 BL1581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1581'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1581'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1581
 BL1581                          STATION RECOVERY (1994)
 BL1581
 BL1581'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1581'RECOVERED IN GOOD CONDITION.
 BL1581
 BL1581                          STATION RECOVERY (2005)
 BL1581
 BL1581'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWB)
 BL1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1462 ***********************************************************************
 AW1462  DESIGNATION -  G 1217
 AW1462  PID         -  AW1462
 AW1462  STATE/COUNTY-  TX/CHAMBERS
 AW1462  USGS QUAD   -  ANAHUAC (1993)
 AW1462
 AW1462                         *CURRENT SURVEY CONTROL
 AW1462  ___________________________________________________________________
 AW1462* NAD 83(1986)-  29 45 15.     (N)    094 41 05.     (W)     SCALED    
 AW1462* NAVD 88     -         5.57   (+/-2cm)      18.3    (feet)  VERTCON   
 AW1462  ___________________________________________________________________
 AW1462  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW1462  OBS GRAVITY -     979,287.7   (mgal)                       GRAV_OBS
 AW1462
 AW1462  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1462
 AW1462.The horizontal coordinates were scaled from a topographic map and have
 AW1462.an estimated accuracy of +/- 6 seconds.
 AW1462
 AW1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1462.The vertical order pertains to the NGVD 29 superseded value.
 AW1462
 AW1462.The geoid height was determined by GEOID03.
 AW1462.The observed gravity was obtained from relative gravimeter ties
 AW1462.to the IGSN71 gravity network.
 AW1462
 AW1462;                    North         East    Units  Estimated Accuracy
 AW1462;SPC TXSC     - 4,220,580.    1,017,250.      MT  (+/- 180 meters Scaled)
 AW1462
 AW1462                          SUPERSEDED SURVEY CONTROL
 AW1462
 AW1462  NGVD 29 (??/??/92)    5.572  (m)           18.28   (f) ADJ UNCH    1 2
 AW1462
 AW1462.Superseded values are not recommended for survey control.
 AW1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1462.See file dsdata.txt to determine how the superseded data were derived.
 AW1462
 AW1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN371927(NAD 83)
 AW1462_MARKER: P = PIPE CAP
 AW1462_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1462_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1462_STAMPING: G 1217 1973
 AW1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1462+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 AW1462
 AW1462  HISTORY     - Date     Condition        Report By
 AW1462  HISTORY     - 1973     MONUMENTED       NGS
 AW1462  HISTORY     - 1978     GOOD             NGS
 AW1462  HISTORY     - 1990     GOOD             USPSQD
 AW1462  HISTORY     - 19960906 GOOD             USPSQD
 AW1462  HISTORY     - 20010331 GOOD             NGS
 AW1462  HISTORY     - 20040201 GOOD             USPSQD
 AW1462  HISTORY     - 20050201 GOOD             USPSQD
 AW1462
 AW1462                          STATION DESCRIPTION
 AW1462
 AW1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1462'1.0 MI S FROM ANAHUAC.
 AW1462'ABOUT 1.0 MILES SOUTH ALONG SOUTH MAIN STREET FROM THE POST OFFICE AT
 AW1462'ANAHUAC, 41 FEET EAST OF THE CENTER LINE OF SOUTH MAIN STREET, 97 FEET
 AW1462'NORTH OF A POWER POLE BEARING A TRANSFORMER, 73 FEET NORTHWEST OF THE
 AW1462'NORTHWEST CORNER OF THE ANAHUAC FEED STORE, 1 FOOT WEST OF A FENCE. A
 AW1462'NGS DISK 1 FOOT WEST OF A METAL WITNESS POST ABOUT LEVEL WITH THE
 AW1462'STREET AND ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS ATTACHED
 AW1462'TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE SURFACE OF THE
 AW1462'GROUND AND ENCASED IN A 6 IN. IRON PIPE WHICH IS 2 INCHES BELOW GROUND
 AW1462'LEVEL.
 AW1462
 AW1462                          STATION RECOVERY (1978)
 AW1462
 AW1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1462'NOTE=IT IS NOT ANAHUAC FEED STORE ANY LONGER, IT IS NOW J.W.
 AW1462'HUTCHINSON CONSTRUCTION GENERAL CONTRACTOR BUILDING.
 AW1462'ADD=51 FEET NORTH OF A CIRCULAR DRIVEWAY.
 AW1462
 AW1462                          STATION RECOVERY (1990)
 AW1462
 AW1462'RECOVERY NOTE BY US POWER SQUADRON 1990 (GB)
 AW1462'RECOVERED IN GOOD CONDITION.
 AW1462
 AW1462                          STATION RECOVERY (1996)
 AW1462
 AW1462'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1462'RECOVERED IN GOOD CONDITION.
 AW1462
 AW1462                          STATION RECOVERY (2001)
 AW1462
 AW1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1462'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1462
 AW1462                          STATION RECOVERY (2004)
 AW1462
 AW1462'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW1462'RECOVERED IN GOOD CONDITION.
 AW1462
 AW1462                          STATION RECOVERY (2005)
 AW1462
 AW1462'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0897 ***********************************************************************
 AW0897  DESIGNATION -  G 1218
 AW0897  PID         -  AW0897
 AW0897  STATE/COUNTY-  TX/HARRIS
 AW0897  USGS QUAD   -  PASADENA (1995)
 AW0897
 AW0897                         *CURRENT SURVEY CONTROL
 AW0897  ___________________________________________________________________
 AW0897* NAD 83(1986)-  29 43 34.     (N)    095 13 17.     (W)     SCALED    
 AW0897* NAVD 88     -         3.19   (+/-2cm)      10.5    (feet)  VERTCON   
 AW0897  ___________________________________________________________________
 AW0897  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW0897  OBS GRAVITY -     979,289.5   (mgal)                       GRAV_OBS
 AW0897
 AW0897  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0897
 AW0897.The horizontal coordinates were scaled from a topographic map and have
 AW0897.an estimated accuracy of +/- 6 seconds.
 AW0897
 AW0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0897.The vertical order pertains to the NGVD 29 superseded value.
 AW0897
 AW0897.The geoid height was determined by GEOID03.
 AW0897.The observed gravity was obtained from relative gravimeter ties
 AW0897.to the IGSN71 gravity network.
 AW0897
 AW0897;                    North         East    Units  Estimated Accuracy
 AW0897;SPC TXSC     - 4,215,680.      965,480.      MT  (+/- 180 meters Scaled)
 AW0897
 AW0897                          SUPERSEDED SURVEY CONTROL
 AW0897
 AW0897  NGVD 29 (??/??/92)    3.187  (m)           10.46   (f) ADJ UNCH    1 2
 AW0897
 AW0897.Superseded values are not recommended for survey control.
 AW0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0897.See file dsdata.txt to determine how the superseded data were derived.
 AW0897
 AW0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN851905(NAD 83)
 AW0897_MARKER: DB = BENCH MARK DISK
 AW0897_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0897_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0897_STAMPING: G 1218 1973
 AW0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0897
 AW0897  HISTORY     - Date     Condition        Report By
 AW0897  HISTORY     - 1973     MONUMENTED       NGS
 AW0897  HISTORY     - 1978     GOOD             NGS
 AW0897  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0897  HISTORY     - 1987     GOOD             USPSQD
 AW0897  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0897  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0897  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW0897  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW0897  HISTORY     - 20031022 MARK NOT FOUND   USPSQD
 AW0897
 AW0897                          STATION DESCRIPTION
 AW0897
 AW0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0897'1.15 MI W FROM PASADENA.
 AW0897'ABOUT 0.75 MILE WEST ALONG CLINTON DR. FROM THE NORTH END OF THE
 AW0897'WASHBURN TUNNEL AT PASADENA, THENCE 0.4 MILE SOUTH ALONG A PRIVATE
 AW0897'ROAD LEADING TO THE TEXACO DOCK ON THE NORTH BANK OF THE HOUSTON SHIP
 AW0897'CHANNEL, 6 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL CORRUGATED
 AW0897'ASBESTOS BUILDING, 5 FEET EAST OF A WOODEN BULKHEAD, 62.3 FEET SOUTH
 AW0897'OF A TIDE GUAGE, SET IN THE TOP OF THE 18-INCH PIPE FILLED WITH
 AW0897'CONCRETE, AND PROJECTS 1.3 FEET ABOVE THE LEVEL OF THE GROUND.  ALSO,
 AW0897'THIS MARK IS 1.5 MILES SOUTHEAST OF THE CITY HALL AT GALENA PARK.
 AW0897'NOTE-- THE POST THE MARK IS SET IN SERVES AS A MOORING POST AT THE
 AW0897'DOCK.
 AW0897
 AW0897                          STATION RECOVERY (1978)
 AW0897
 AW0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0897'RECOVERED IN GOOD CONDITION.
 AW0897
 AW0897                          STATION RECOVERY (1986)
 AW0897
 AW0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0897'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 AW0897'FOUND, A REPRESENTATIVE OF THE GATX COMPANY BELIEVED THE MARK WAS
 AW0897'DESTROYED IN 1980.
 AW0897
 AW0897                          STATION RECOVERY (1987)
 AW0897
 AW0897'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0897'RECOVERED IN GOOD CONDITION.
 AW0897
 AW0897                          STATION RECOVERY (1987)
 AW0897
 AW0897'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 AW0897'MARK NOT FOUND.
 AW0897
 AW0897                          STATION RECOVERY (1988)
 AW0897
 AW0897'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW0897'MARK NOT FOUND.
 AW0897
 AW0897                          STATION RECOVERY (1994)
 AW0897
 AW0897'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0897'MARK NOT FOUND.
 AW0897
 AW0897                          STATION RECOVERY (2001)
 AW0897
 AW0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0897'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0897
 AW0897                          STATION RECOVERY (2003)
 AW0897
 AW0897'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4193 ***********************************************************************
 AW4193  DESIGNATION -  G 1219
 AW4193  PID         -  AW4193
 AW4193  STATE/COUNTY-  TX/FORT BEND
 AW4193  USGS QUAD   -  NEEDVILLE (1980)
 AW4193
 AW4193                         *CURRENT SURVEY CONTROL
 AW4193  ___________________________________________________________________
 AW4193* NAD 83(1986)-  29 26 51.     (N)    095 49 31.     (W)     SCALED    
 AW4193* NAVD 88     -        26.129  (meters)      85.72   (feet)  ADJUSTED  
 AW4193  ___________________________________________________________________
 AW4193  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW4193  DYNAMIC HT  -          26.092 (meters)      85.60  (feet)  COMP
 AW4193  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 AW4193
 AW4193  VERT ORDER  -  FIRST     CLASS II
 AW4193
 AW4193.The horizontal coordinates were scaled from a topographic map and have
 AW4193.an estimated accuracy of +/- 6 seconds.
 AW4193
 AW4193.The orthometric height was determined by differential leveling
 AW4193.and adjusted by the National Geodetic Survey in June 1991..
 AW4193
 AW4193.The geoid height was determined by GEOID03.
 AW4193
 AW4193.The dynamic height is computed by dividing the NAVD 88
 AW4193.geopotential number by the normal gravity value computed on the
 AW4193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4193.degrees latitude (g = 980.6199 gals.).
 AW4193
 AW4193.The modeled gravity was interpolated from observed gravity values.
 AW4193
 AW4193;                    North         East    Units  Estimated Accuracy
 AW4193;SPC TXSC     - 4,183,070.      907,920.      MT  (+/- 180 meters Scaled)
 AW4193
 AW4193                          SUPERSEDED SURVEY CONTROL
 AW4193
 AW4193  NGVD 29 (12/23/87)   26.125  (m)           85.71   (f) ADJUSTED    1 2
 AW4193
 AW4193.Superseded values are not recommended for survey control.
 AW4193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4193.See file dsdata.txt to determine how the superseded data were derived.
 AW4193
 AW4193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN259608(NAD 83)
 AW4193_MARKER: DB = BENCH MARK DISK
 AW4193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4193_SP_SET: CULVERT HEADWALL
 AW4193_STAMPING: G 1219 1973
 AW4193_MARK LOGO: NGS   
 AW4193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4193+STABILITY: SURFACE MOTION
 AW4193
 AW4193  HISTORY     - Date     Condition        Report By
 AW4193  HISTORY     - 1973     MONUMENTED       NGS
 AW4193  HISTORY     - 1986     GOOD             NGS
 AW4193  HISTORY     - 1987     GOOD             USPSQD
 AW4193  HISTORY     - 1988     GOOD             USPSQD
 AW4193  HISTORY     - 1989     GOOD             USPSQD
 AW4193  HISTORY     - 19950108 GOOD             USPSQD
 AW4193
 AW4193                          STATION DESCRIPTION
 AW4193
 AW4193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4193'3.7 MI N FROM NEEDVILLE.
 AW4193'3.7 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF FARM ROAD
 AW4193'360 AT NEEDVILLE, 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD SOUTHEAST,
 AW4193'IN THE TOP AND 1.9 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE
 AW4193'HEADWALL OF A CULVERT, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AW4193'AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4193
 AW4193                          STATION RECOVERY (1986)
 AW4193
 AW4193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4193'RECOVERED IN GOOD CONDITION.
 AW4193
 AW4193                          STATION RECOVERY (1987)
 AW4193
 AW4193'RECOVERY NOTE BY US POWER SQUADRON 1987 (GFW)
 AW4193'RECOVERED IN GOOD CONDITION.
 AW4193
 AW4193                          STATION RECOVERY (1988)
 AW4193
 AW4193'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4193'RECOVERED IN GOOD CONDITION.
 AW4193
 AW4193                          STATION RECOVERY (1989)
 AW4193
 AW4193'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4193'RECOVERED IN GOOD CONDITION.
 AW4193
 AW4193                          STATION RECOVERY (1995)
 AW4193
 AW4193'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1611 ***********************************************************************
 AX1611  DESIGNATION -  G 122
 AX1611  PID         -  AX1611
 AX1611  STATE/COUNTY-  TX/LAVACA
 AX1611  USGS QUAD   -  YOAKUM (1987)
 AX1611
 AX1611                         *CURRENT SURVEY CONTROL
 AX1611  ___________________________________________________________________
 AX1611* NAD 83(1986)-  29 18 18.     (N)    097 09 15.     (W)     SCALED    
 AX1611* NAVD 88     -        94.35   (+/-2cm)     309.5    (feet)  VERTCON   
 AX1611  ___________________________________________________________________
 AX1611  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1611
 AX1611  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1611
 AX1611.The horizontal coordinates were scaled from a topographic map and have
 AX1611.an estimated accuracy of +/- 6 seconds.
 AX1611
 AX1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1611.The vertical order pertains to the NGVD 29 superseded value.
 AX1611
 AX1611.The geoid height was determined by GEOID03.
 AX1611
 AX1611;                    North         East    Units  Estimated Accuracy
 AX1611;SPC TXSC     - 4,164,510.      779,290.      MT  (+/- 180 meters Scaled)
 AX1611
 AX1611                          SUPERSEDED SURVEY CONTROL
 AX1611
 AX1611  NGVD 29 (??/??/92)   94.340  (m)          309.51   (f) ADJ UNCH    2 0
 AX1611
 AX1611.Superseded values are not recommended for survey control.
 AX1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1611.See file dsdata.txt to determine how the superseded data were derived.
 AX1611
 AX1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT792431(NAD 83)
 AX1611_MARKER: DB = BENCH MARK DISK
 AX1611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1611_SP_SET: ABUTMENT
 AX1611_STAMPING: G-122 1933
 AX1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1611
 AX1611  HISTORY     - Date     Condition        Report By
 AX1611  HISTORY     - 1933     MONUMENTED       CGS
 AX1611
 AX1611                          STATION DESCRIPTION
 AX1611
 AX1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1611'1.1 MI N FROM YOAKUM.
 AX1611'ALONG THE TEXAS AND NEW ORLEANS R.R. 3 POLES NORTH OF M.P. ONE IN THE
 AX1611'WEST END OF THE NORTH ABUTMENT OF UNDERPASS OF THE SHINER-YOAKUM
 AX1611'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7395 ***********************************************************************
 AH7395  DESIGNATION -  G 122 RESET
 AH7395  PID         -  AH7395
 AH7395  STATE/COUNTY-  TX/LAVACA
 AH7395  USGS QUAD   -  YOAKUM (1987)
 AH7395
 AH7395                         *CURRENT SURVEY CONTROL
 AH7395  ___________________________________________________________________
 AH7395* NAD 83(1986)-  29 18 18.     (N)    097 09 15.     (W)     SCALED    
 AH7395* NAVD 88     -        97.53   (+/-2cm)     320.0    (feet)  VERTCON   
 AH7395  ___________________________________________________________________
 AH7395  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AH7395
 AH7395  VERT ORDER  -  THIRD (See Below)
 AH7395
 AH7395.The horizontal coordinates were scaled from a topographic map and have
 AH7395.an estimated accuracy of +/- 6 seconds.
 AH7395
 AH7395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7395.The vertical order pertains to the NGVD 29 superseded value.
 AH7395
 AH7395.The geoid height was determined by GEOID03.
 AH7395
 AH7395;                    North         East    Units  Estimated Accuracy
 AH7395;SPC TXSC     - 4,164,510.      779,290.      MT  (+/- 180 meters Scaled)
 AH7395
 AH7395                          SUPERSEDED SURVEY CONTROL
 AH7395
 AH7395  NGVD 29 (01/29/03)   97.52   (m)          319.9    (f) RESET       3  
 AH7395
 AH7395.Superseded values are not recommended for survey control.
 AH7395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7395.See file dsdata.txt to determine how the superseded data were derived.
 AH7395
 AH7395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT792431(NAD 83)
 AH7395_MARKER: DV = VERTICAL CONTROL DISK
 AH7395_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH7395_SP_SET: RAILROAD BRIDGE ABUTMENT
 AH7395_STAMPING: G 122 RESET 1996
 AH7395_MARK LOGO: NGS   
 AH7395_PROJECTION: FLUSH
 AH7395_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7395
 AH7395  HISTORY     - Date     Condition        Report By
 AH7395  HISTORY     - 1997     MONUMENTED       TXDOT
 AH7395
 AH7395                          STATION DESCRIPTION
 AH7395
 AH7395'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (HN)
 AH7395'ABOUT 0.4 MILES (0.6 KM) NORTH ALONG THE UNION PACIFIC RAILROAD FROM
 AH7395'MATTHEW STREET IN YAOKUM TO THE UNDERPASS OF US 77A.  IN THE TOP OF
 AH7395'THE WEST END OF THE NORTH BRIDGE ABUTMENT, 13.5 FEET (4.1 M) WEST OF
 AH7395'THE CENTERLINE OF THE UNION PACIFIC RAIL, 45.0 FEET (13.7 M) NORTH OF
 AH7395'THE US 77A HIGHWAY CENTERLINE, 24.3 FEET (7.4 M) HIGHER THAN THE
 AH7395'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4134 ***********************************************************************
 AW4134  DESIGNATION -  G 1220
 AW4134  PID         -  AW4134
 AW4134  STATE/COUNTY-  TX/BRAZORIA
 AW4134  USGS QUAD   -  SWEENY (1972)
 AW4134
 AW4134                         *CURRENT SURVEY CONTROL
 AW4134  ___________________________________________________________________
 AW4134* NAD 83(1986)-  29 07 28.     (N)    095 38 46.     (W)     SCALED    
 AW4134* NAVD 88     -         8.90   (+/-2cm)      29.2    (feet)  VERTCON   
 AW4134  ___________________________________________________________________
 AW4134  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW4134
 AW4134  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4134
 AW4134.The horizontal coordinates were scaled from a topographic map and have
 AW4134.an estimated accuracy of +/- 6 seconds.
 AW4134
 AW4134.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4134.The vertical order pertains to the NGVD 29 superseded value.
 AW4134
 AW4134.The geoid height was determined by GEOID03.
 AW4134
 AW4134;                    North         East    Units  Estimated Accuracy
 AW4134;SPC TXSC     - 4,147,770.      926,320.      MT  (+/- 180 meters Scaled)
 AW4134
 AW4134                          SUPERSEDED SURVEY CONTROL
 AW4134
 AW4134  NGVD 29 (??/??/92)    8.910  (m)           29.23   (f) ADJ UNCH    2 0
 AW4134
 AW4134.Superseded values are not recommended for survey control.
 AW4134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4134.See file dsdata.txt to determine how the superseded data were derived.
 AW4134
 AW4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN425246(NAD 83)
 AW4134_MARKER: DB = BENCH MARK DISK
 AW4134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4134_SP_SET: CULVERT
 AW4134_STAMPING: G 1220 1973
 AW4134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4134
 AW4134  HISTORY     - Date     Condition        Report By
 AW4134  HISTORY     - 1973     MONUMENTED       NGS
 AW4134  HISTORY     - 1987     GOOD             USPSQD
 AW4134  HISTORY     - 1987     GOOD             USPSQD
 AW4134  HISTORY     - 1988     GOOD             USPSQD
 AW4134  HISTORY     - 1989     GOOD             USPSQD
 AW4134  HISTORY     - 19940416 GOOD             USPSQD
 AW4134
 AW4134                          STATION DESCRIPTION
 AW4134
 AW4134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4134'1.05 MI S FROM WEST COLUMBIA.
 AW4134'1.05 MILE SOUTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4134'HIGHWAY 35 AT WEST COLUMBIA, AT THE JUNCTION OF DANCE DRIVE, 35 FEET
 AW4134'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP AND 0.8 FOOT
 AW4134'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 AW4134'BOX CULVERT, 135 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE, AND
 AW4134'ABOUT LEVEL WITH THE HIGHWAY.
 AW4134
 AW4134                          STATION RECOVERY (1987)
 AW4134
 AW4134'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4134'RECOVERED IN GOOD CONDITION.
 AW4134
 AW4134                          STATION RECOVERY (1987)
 AW4134
 AW4134'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4134'RECOVERED IN GOOD CONDITION.
 AW4134
 AW4134                          STATION RECOVERY (1988)
 AW4134
 AW4134'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4134'RECOVERED IN GOOD CONDITION.
 AW4134
 AW4134                          STATION RECOVERY (1989)
 AW4134
 AW4134'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4134'RECOVERED IN GOOD CONDITION.
 AW4134
 AW4134                          STATION RECOVERY (1994)
 AW4134
 AW4134'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1760 ***********************************************************************
 AW1760  DESIGNATION -  G 1221
 AW1760  PID         -  AW1760
 AW1760  STATE/COUNTY-  TX/HARRIS
 AW1760  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW1760
 AW1760                         *CURRENT SURVEY CONTROL
 AW1760  ___________________________________________________________________
 AW1760* NAD 83(1986)-  29 51 03.     (N)    095 28 23.     (W)     SCALED    
 AW1760* NAVD 88     -        23.562  (meters)      77.30   (feet)  ADJUSTED  
 AW1760  ___________________________________________________________________
 AW1760  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW1760  DYNAMIC HT  -          23.530 (meters)      77.20  (feet)  COMP
 AW1760  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 AW1760
 AW1760  VERT ORDER  -  FIRST     CLASS II
 AW1760
 AW1760.The horizontal coordinates were scaled from a topographic map and have
 AW1760.an estimated accuracy of +/- 6 seconds.
 AW1760
 AW1760.The orthometric height was determined by differential leveling
 AW1760.and adjusted by the National Geodetic Survey in June 1991..
 AW1760
 AW1760.The geoid height was determined by GEOID03.
 AW1760
 AW1760.The dynamic height is computed by dividing the NAVD 88
 AW1760.geopotential number by the normal gravity value computed on the
 AW1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1760.degrees latitude (g = 980.6199 gals.).
 AW1760
 AW1760.The modeled gravity was interpolated from observed gravity values.
 AW1760
 AW1760;                    North         East    Units  Estimated Accuracy
 AW1760;SPC TXSC     - 4,228,730.      940,730.      MT  (+/- 180 meters Scaled)
 AW1760
 AW1760                          SUPERSEDED SURVEY CONTROL
 AW1760
 AW1760  NGVD 29 (12/23/87)   23.556  (m)           77.28   (f) ADJUSTED    1 2
 AW1760
 AW1760.Superseded values are not recommended for survey control.
 AW1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1760.See file dsdata.txt to determine how the superseded data were derived.
 AW1760
 AW1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP610048(NAD 83)
 AW1760_MARKER: DB = BENCH MARK DISK
 AW1760_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1760+WITH SETTING: PAVEMENT
 AW1760_SP_SET: POWER POLE FOUNDATION
 AW1760_STAMPING: G 1221 1973
 AW1760_MARK LOGO: NGS   
 AW1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1760+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW1760
 AW1760  HISTORY     - Date     Condition        Report By
 AW1760  HISTORY     - 1973     MONUMENTED       NGS
 AW1760  HISTORY     - 1978     GOOD             LOCENG
 AW1760  HISTORY     - 1978     GOOD             NGS
 AW1760  HISTORY     - 1986     GOOD             NGS
 AW1760  HISTORY     - 19870601 GOOD             USPSQD
 AW1760  HISTORY     - 1989     GOOD             USPSQD
 AW1760  HISTORY     - 1990     GOOD             USPSQD
 AW1760  HISTORY     - 20040212 GOOD             USPSQD
 AW1760  HISTORY     - 20051014 GOOD             USPSQD
 AW1760
 AW1760                          STATION DESCRIPTION
 AW1760
 AW1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1760'7.7 MI NW FROM HOUSTON.
 AW1760'ABOUT 2.65 MILES NORTH ALONG SHEPHERD DR. FROM THE CROSSING OF
 AW1760'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 5.05 MILES NORTHWEST ALONG THE
 AW1760'BURLINGTON-ROCK ISLAND RAILROAD AT THE CROSSING OF ANTOINE DR., SET IN
 AW1760'THE TOP CENTER NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF A LARGE
 AW1760'STEEL POWER POLE, 94 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW1760'CROSSING, 6.6 FEET WEST OF A FENCE, 40 FEET EAST OF THE EAST RAIL OF
 AW1760'THE MAIN TRACK, 4 FEET BELOW THE LEVEL OF THE RAIL.
 AW1760
 AW1760                          STATION RECOVERY (1978)
 AW1760
 AW1760'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 AW1760'RECOVERED IN GOOD CONDITION.
 AW1760
 AW1760                          STATION RECOVERY (1978)
 AW1760
 AW1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1760'RECOVERED IN GOOD CONDITION.
 AW1760
 AW1760                          STATION RECOVERY (1986)
 AW1760
 AW1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1760'RECOVERED IN GOOD CONDITION.
 AW1760
 AW1760                          STATION RECOVERY (1987)
 AW1760
 AW1760'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1760'RECOVERED IN GOOD CONDITION.
 AW1760
 AW1760                          STATION RECOVERY (1989)
 AW1760
 AW1760'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW1760'RECOVERED IN GOOD CONDITION.
 AW1760
 AW1760                          STATION RECOVERY (1990)
 AW1760
 AW1760'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW1760'RECOVERED IN GOOD CONDITION.
 AW1760
 AW1760                          STATION RECOVERY (2004)
 AW1760
 AW1760'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW1760'RECOVERED IN GOOD CONDITION.
 AW1760
 AW1760                          STATION RECOVERY (2005)
 AW1760
 AW1760'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1760'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1777 ***********************************************************************
 AW1777  DESIGNATION -  G 1222
 AW1777  PID         -  AW1777
 AW1777  STATE/COUNTY-  TX/HARRIS
 AW1777  USGS QUAD   -  SATSUMA (1982)
 AW1777
 AW1777                         *CURRENT SURVEY CONTROL
 AW1777  ___________________________________________________________________
 AW1777* NAD 83(1986)-  29 57 02.     (N)    095 33 34.     (W)     SCALED    
 AW1777* NAVD 88     -        38.00   (+/-2cm)     124.7    (feet)  VERTCON   
 AW1777  ___________________________________________________________________
 AW1777  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW1777
 AW1777  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1777
 AW1777.The horizontal coordinates were scaled from a topographic map and have
 AW1777.an estimated accuracy of +/- 6 seconds.
 AW1777
 AW1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1777.The vertical order pertains to the NGVD 29 superseded value.
 AW1777
 AW1777.The geoid height was determined by GEOID03.
 AW1777
 AW1777;                    North         East    Units  Estimated Accuracy
 AW1777;SPC TXSC     - 4,239,530.      932,060.      MT  (+/- 180 meters Scaled)
 AW1777
 AW1777                          SUPERSEDED SURVEY CONTROL
 AW1777
 AW1777  NGVD 29 (??/??/92)   37.997  (m)          124.66   (f) ADJ UNCH    1 2
 AW1777
 AW1777.Superseded values are not recommended for survey control.
 AW1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1777.See file dsdata.txt to determine how the superseded data were derived.
 AW1777
 AW1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP529160(NAD 83)
 AW1777_MARKER: DB = BENCH MARK DISK
 AW1777_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1777_SP_SET: 24 FT.
 AW1777_STAMPING: G 1222 1973
 AW1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1777
 AW1777  HISTORY     - Date     Condition        Report By
 AW1777  HISTORY     - 1973     MONUMENTED       NGS
 AW1777  HISTORY     - 1978     GOOD             NGS
 AW1777  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1777  HISTORY     - 1990     POOR             USPSQD
 AW1777  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW1777
 AW1777                          STATION DESCRIPTION
 AW1777
 AW1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1777'10.6 MI E FROM CYPRESS.
 AW1777'ABOUT 6.15 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1777'AT CYPRESS, THENCE 4.45 MILES NORTHEAST ALONG FARM ROAD 1960, ABOUT
 AW1777'0.1 MILE NORTHEAST OF THE JUNCTION WITH SLOWER RD. LEADING EAST, 51
 AW1777'FEET NORTHWEST OF THE CENTER LINE OF FARM ROAD 1960, 29 FEET SOUTHWEST
 AW1777'OF THE CENTER LINE OF A TRACK ROAD AND A WIRE GATE, 5.5 FEET SOUTHEAST
 AW1777'OF A POST SUPPORTING A SIGN BOARD, 0.7 FOOT NORTHWEST OF A FENCE, 1
 AW1777'FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 AW1777'OF THE ROAD, AND SET IN THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD
 AW1777'WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND, AND IS A DISK
 AW1777'PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 4 INCHES. THE ROD WAS
 AW1777'DRIVEN TO A DEPTH OF 24 FEET.
 AW1777
 AW1777                          STATION RECOVERY (1978)
 AW1777
 AW1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1777'RECOVERED.  OMIT=6.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE
 AW1777'POST OFFICE IN CYPRESS.  ADD=6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY
 AW1777'290 FROM THE JUNCTION OF U.S. HIGHWAY 290 AND CYPRESS-SPRING ROAD AT
 AW1777'CYPRESS.
 AW1777
 AW1777                          STATION RECOVERY (1986)
 AW1777
 AW1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1777'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
 AW1777
 AW1777                          STATION RECOVERY (1990)
 AW1777
 AW1777'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW1777'MARK RECOVERED IN POOR CONDITION.
 AW1777
 AW1777                          STATION RECOVERY (1994)
 AW1777
 AW1777'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1028 ***********************************************************************
 AX1028  DESIGNATION -  G 1223
 AX1028  PID         -  AX1028
 AX1028  STATE/COUNTY-  TX/FAYETTE
 AX1028  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1028
 AX1028                         *CURRENT SURVEY CONTROL
 AX1028  ___________________________________________________________________
 AX1028* NAD 83(1986)-  29 54 17.     (N)    096 40 21.     (W)     SCALED    
 AX1028* NAVD 88     -       119.057  (meters)     390.61   (feet)  ADJUSTED  
 AX1028  ___________________________________________________________________
 AX1028  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1028  DYNAMIC HT  -         118.893 (meters)     390.07  (feet)  COMP
 AX1028  MODELED GRAV-     979,262.7   (mgal)                       NAVD 88
 AX1028  OBS GRAVITY -     979,263.4   (mgal)                       GRAV_OBS
 AX1028
 AX1028  VERT ORDER  -  FIRST     CLASS I
 AX1028
 AX1028.The horizontal coordinates were scaled from a topographic map and have
 AX1028.an estimated accuracy of +/- 6 seconds.
 AX1028
 AX1028.The orthometric height was determined by differential leveling
 AX1028.and adjusted by the National Geodetic Survey in June 1991..
 AX1028
 AX1028.The geoid height was determined by GEOID03.
 AX1028
 AX1028.The dynamic height is computed by dividing the NAVD 88
 AX1028.geopotential number by the normal gravity value computed on the
 AX1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1028.degrees latitude (g = 980.6199 gals.).
 AX1028
 AX1028.The modeled gravity was interpolated from observed gravity values.
 AX1028.The observed gravity was obtained from relative gravimeter ties
 AX1028.to the IGSN71 gravity network.
 AX1028
 AX1028;                    North         East    Units  Estimated Accuracy
 AX1028;SPC TXSC     - 4,231,810.      824,750.      MT  (+/- 180 meters Scaled)
 AX1028
 AX1028                          SUPERSEDED SURVEY CONTROL
 AX1028
 AX1028  NGVD 29 (12/23/87)  119.016  (m)          390.47   (f) ADJUSTED    1 1
 AX1028
 AX1028.Superseded values are not recommended for survey control.
 AX1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1028.See file dsdata.txt to determine how the superseded data were derived.
 AX1028
 AX1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU247105(NAD 83)
 AX1028_MARKER: DB = BENCH MARK DISK
 AX1028_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX1028_SP_SET: CULVERT HEADWALL
 AX1028_STAMPING: G 1223 1973
 AX1028_MARK LOGO: NGS   
 AX1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1028+STABILITY: SURFACE MOTION
 AX1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1028+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1028
 AX1028  HISTORY     - Date     Condition        Report By
 AX1028  HISTORY     - 1973     MONUMENTED       NGS
 AX1028  HISTORY     - 1976     GOOD             NGS
 AX1028  HISTORY     - 1976     GOOD             NGS
 AX1028  HISTORY     - 1978     GOOD             NGS
 AX1028  HISTORY     - 1986     GOOD             NGS
 AX1028  HISTORY     - 1987     GOOD             USPSQD
 AX1028  HISTORY     - 19970607 GOOD             USPSQD
 AX1028  HISTORY     - 20051106 GOOD             USPSQD
 AX1028
 AX1028                          STATION DESCRIPTION
 AX1028
 AX1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1028'IN FAYETTEVILLE.
 AX1028'AT FAYETTEVILLE, AT THE CROSSING OF THE MISSOURI-KANSAS-TEXAS RAILROAD
 AX1028'AND FARM ROAD 1291, 0.1 MILE SOUTHEAST OF THE TOWN WATER TANK, IN THE
 AX1028'TOP AND 0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 AX1028'CONCRETE HEADWALL OF A DOUBLE 24-INCH PIPE CULVERT UNDER THE ROAD,
 AX1028'71.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 28 1/2
 AX1028'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1.5 FEET
 AX1028'LOWER THAN THE TRACK.
 AX1028
 AX1028                          STATION RECOVERY (1976)
 AX1028
 AX1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1028'RECOVERED IN GOOD CONDITION.
 AX1028
 AX1028                          STATION RECOVERY (1976)
 AX1028
 AX1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1028'RECOVERED IN GOOD CONDITION.
 AX1028
 AX1028                          STATION RECOVERY (1978)
 AX1028
 AX1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1028'RECOVERED IN GOOD CONDITION.
 AX1028
 AX1028                          STATION RECOVERY (1986)
 AX1028
 AX1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1028'RECOVERED IN GOOD CONDITION.
 AX1028
 AX1028                          STATION RECOVERY (1987)
 AX1028
 AX1028'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AX1028'RECOVERED IN GOOD CONDITION.
 AX1028
 AX1028                          STATION RECOVERY (1997)
 AX1028
 AX1028'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1028'RECOVERED IN GOOD CONDITION.
 AX1028
 AX1028                          STATION RECOVERY (2005)
 AX1028
 AX1028'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1028'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0472 ***********************************************************************
 BM0472  DESIGNATION -  G 1224
 BM0472  PID         -  BM0472
 BM0472  STATE/COUNTY-  TX/BASTROP
 BM0472  USGS QUAD   -  SMITHVILLE (1982)
 BM0472
 BM0472                         *CURRENT SURVEY CONTROL
 BM0472  ___________________________________________________________________
 BM0472* NAD 83(1986)-  30 00 04.     (N)    097 08 53.     (W)     SCALED    
 BM0472* NAVD 88     -        97.430  (meters)     319.65   (feet)  ADJUSTED  
 BM0472  ___________________________________________________________________
 BM0472  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BM0472  DYNAMIC HT  -          97.299 (meters)     319.22  (feet)  COMP
 BM0472  MODELED GRAV-     979,298.4   (mgal)                       NAVD 88
 BM0472
 BM0472  VERT ORDER  -  FIRST     CLASS I
 BM0472
 BM0472.The horizontal coordinates were scaled from a topographic map and have
 BM0472.an estimated accuracy of +/- 6 seconds.
 BM0472
 BM0472.The orthometric height was determined by differential leveling
 BM0472.and adjusted by the National Geodetic Survey in June 1991..
 BM0472
 BM0472.The geoid height was determined by GEOID03.
 BM0472
 BM0472.The dynamic height is computed by dividing the NAVD 88
 BM0472.geopotential number by the normal gravity value computed on the
 BM0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0472.degrees latitude (g = 980.6199 gals.).
 BM0472
 BM0472.The modeled gravity was interpolated from observed gravity values.
 BM0472
 BM0472;                    North         East    Units  Estimated Accuracy
 BM0472;SPC TX C     - 3,041,480.    1,007,300.      MT  (+/- 180 meters Scaled)
 BM0472
 BM0472                          SUPERSEDED SURVEY CONTROL
 BM0472
 BM0472  NGVD 29 (??/??/92)   97.381  (m)          319.49   (f) ADJ UNCH    1 1
 BM0472
 BM0472.Superseded values are not recommended for survey control.
 BM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0472.See file dsdata.txt to determine how the superseded data were derived.
 BM0472
 BM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU786203(NAD 83)
 BM0472_MARKER: DB = BENCH MARK DISK
 BM0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0472_STAMPING: G 1224 1973
 BM0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0472+STABILITY: SURFACE MOTION
 BM0472
 BM0472  HISTORY     - Date     Condition        Report By
 BM0472  HISTORY     - 1973     MONUMENTED       NGS
 BM0472  HISTORY     - 1978     GOOD             NGS
 BM0472
 BM0472                          STATION DESCRIPTION
 BM0472
 BM0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0472'1.1 MI SE FROM SMITHVILLE.
 BM0472'0.25 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT SMITHVILLE,
 BM0472'THENCE 0.85 MILE SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD,
 BM0472'AT THE CROSSING OF MILLER AND MARBURGER STREETS, 2 FEET NORTHWEST OF
 BM0472'THE 7TH TELEPHONE POLE SOUTHEAST OF MILE POLE 970, 29.3 FEET NORTHEAST
 BM0472'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 51 FEET NORTHWEST OF THE
 BM0472'CENTER LINE OF MARBURGER STREET, 57.6 FEET SOUTH-SOUTHWEST OF THE
 BM0472'SOUTH CORNER OF A LARGE METAL BUILDING, 18.6 FEET SOUTHWEST OF A
 BM0472'FENCE, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 BM0472'THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 BM0472'GRADUAL REFUSAL AT A DEPTH OF 28 FEET.  THE UPPER PORTION OF THE ROD
 BM0472'IS ENCASED IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BM0472
 BM0472                          STATION RECOVERY (1978)
 BM0472
 BM0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0663 ***********************************************************************
 BM0663  DESIGNATION -  G 1225
 BM0663  PID         -  BM0663
 BM0663  STATE/COUNTY-  TX/BASTROP
 BM0663  USGS QUAD   -  WEBBERVILLE (1987)
 BM0663
 BM0663                         *CURRENT SURVEY CONTROL
 BM0663  ___________________________________________________________________
 BM0663* NAD 83(1986)-  30 09 48.     (N)    097 30 26.     (W)     SCALED    
 BM0663* NAVD 88     -       130.738  (meters)     428.93   (feet)  ADJUSTED  
 BM0663  ___________________________________________________________________
 BM0663  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0663  DYNAMIC HT  -         130.560 (meters)     428.35  (feet)  COMP
 BM0663  MODELED GRAV-     979,275.0   (mgal)                       NAVD 88
 BM0663
 BM0663  VERT ORDER  -  FIRST     CLASS I
 BM0663
 BM0663.The horizontal coordinates were scaled from a topographic map and have
 BM0663.an estimated accuracy of +/- 6 seconds.
 BM0663
 BM0663.The orthometric height was determined by differential leveling
 BM0663.and adjusted by the National Geodetic Survey in June 1991..
 BM0663
 BM0663.The geoid height was determined by GEOID03.
 BM0663
 BM0663.The dynamic height is computed by dividing the NAVD 88
 BM0663.geopotential number by the normal gravity value computed on the
 BM0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0663.degrees latitude (g = 980.6199 gals.).
 BM0663
 BM0663.The modeled gravity was interpolated from observed gravity values.
 BM0663
 BM0663;                    North         East    Units  Estimated Accuracy
 BM0663;SPC TX C     - 3,058,520.      972,200.      MT  (+/- 180 meters Scaled)
 BM0663
 BM0663                          SUPERSEDED SURVEY CONTROL
 BM0663
 BM0663  NGVD 29 (??/??/92)  130.665  (m)          428.69   (f) ADJ UNCH    1 1
 BM0663
 BM0663.Superseded values are not recommended for survey control.
 BM0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0663.See file dsdata.txt to determine how the superseded data were derived.
 BM0663
 BM0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU437378(NAD 83)
 BM0663_MARKER: DB = BENCH MARK DISK
 BM0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0663_SP_SET: BRIDGE
 BM0663_STAMPING: G 1225 1973
 BM0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0663
 BM0663  HISTORY     - Date     Condition        Report By
 BM0663  HISTORY     - 1973     MONUMENTED       NGS
 BM0663  HISTORY     - 1978     GOOD             NGS
 BM0663  HISTORY     - 1989     GOOD             USPSQD
 BM0663  HISTORY     - 1990     GOOD             USPSQD
 BM0663  HISTORY     - 1991     GOOD             USPSQD
 BM0663  HISTORY     - 19951226 GOOD             USPSQD
 BM0663
 BM0663                          STATION DESCRIPTION
 BM0663
 BM0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0663'3.65 MI SE FROM GARFIELD.
 BM0663'ABOUT 3.65 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0663'STATION AND STORE AT GARFIELD, THENCE 1.6 MILES SOUTHEAST OF THE
 BM0663'TRAVIS-BASTROP COUNTY LINE, AT A CONCRETE HIGHWAY BRIDGE OVER
 BM0663'COTTONWOOD CREEK, 26.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BM0663'SOUTHWEST LAND OF THE HIGHWAY, SET IN TOP OF THE SOUTHEAST END OF THE
 BM0663'CONCRETE RETAINING WALL EXTENDING SOUTHEAST FROM THE SOUTHWEST END OF
 BM0663'THE SOUTHEAST CONCRETE ABUTMENT OF THE BRIDGE, 0.5 FEET NORTHEAST OF A
 BM0663'STEEL GUARD RAILING, 1.0 MILES SOUTHEAST OF THE BENCH MARK F 1225,
 BM0663'ABOUT LEVEL WITH THE HIGHWAY.
 BM0663
 BM0663                          STATION RECOVERY (1978)
 BM0663
 BM0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0663'RECOVERED IN GOOD CONDITION.
 BM0663
 BM0663                          STATION RECOVERY (1989)
 BM0663
 BM0663'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGC)
 BM0663'RECOVERED IN GOOD CONDITION.
 BM0663
 BM0663                          STATION RECOVERY (1990)
 BM0663
 BM0663'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0663'RECOVERED IN GOOD CONDITION.
 BM0663
 BM0663                          STATION RECOVERY (1991)
 BM0663
 BM0663'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0663'RECOVERED IN GOOD CONDITION.
 BM0663
 BM0663                          STATION RECOVERY (1995)
 BM0663
 BM0663'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2423 ***********************************************************************
 AX2423  DESIGNATION -  G 1226
 AX2423  PID         -  AX2423
 AX2423  STATE/COUNTY-  TX/AUSTIN
 AX2423  USGS QUAD   -  NEW ULM (1981)
 AX2423
 AX2423                         *CURRENT SURVEY CONTROL
 AX2423  ___________________________________________________________________
 AX2423* NAD 83(1986)-  29 52 54.     (N)    096 28 08.     (W)     SCALED    
 AX2423* NAVD 88     -       112.625  (meters)     369.50   (feet)  ADJUSTED  
 AX2423  ___________________________________________________________________
 AX2423  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX2423  DYNAMIC HT  -         112.470 (meters)     369.00  (feet)  COMP
 AX2423  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 AX2423
 AX2423  VERT ORDER  -  FIRST     CLASS I
 AX2423
 AX2423.The horizontal coordinates were scaled from a topographic map and have
 AX2423.an estimated accuracy of +/- 6 seconds.
 AX2423
 AX2423.The orthometric height was determined by differential leveling
 AX2423.and adjusted by the National Geodetic Survey in June 1991..
 AX2423
 AX2423.The geoid height was determined by GEOID03.
 AX2423
 AX2423.The dynamic height is computed by dividing the NAVD 88
 AX2423.geopotential number by the normal gravity value computed on the
 AX2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2423.degrees latitude (g = 980.6199 gals.).
 AX2423
 AX2423.The modeled gravity was interpolated from observed gravity values.
 AX2423
 AX2423;                    North         East    Units  Estimated Accuracy
 AX2423;SPC TXSC     - 4,229,660.      844,470.      MT  (+/- 180 meters Scaled)
 AX2423
 AX2423                          SUPERSEDED SURVEY CONTROL
 AX2423
 AX2423  NGVD 29 (12/23/87)  112.592  (m)          369.40   (f) ADJUSTED    1 1
 AX2423
 AX2423.Superseded values are not recommended for survey control.
 AX2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2423.See file dsdata.txt to determine how the superseded data were derived.
 AX2423
 AX2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU444083(NAD 83)
 AX2423_MARKER: DB = BENCH MARK DISK
 AX2423_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX2423+WITH SETTING: INTO GROUND
 AX2423_SP_SET: METAL ROD WITH BASE PLATE
 AX2423_STAMPING: G 1226 1976
 AX2423_MARK LOGO: NGS   
 AX2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2423+STABILITY: SURFACE MOTION
 AX2423
 AX2423  HISTORY     - Date     Condition        Report By
 AX2423  HISTORY     - 1976     MONUMENTED       NGS
 AX2423  HISTORY     - 1978     GOOD             NGS
 AX2423  HISTORY     - 1986     GOOD             NGS
 AX2423
 AX2423                          STATION DESCRIPTION
 AX2423
 AX2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AX2423'1.5 MI EAST FROM NEW ULM.
 AX2423'1.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2423'CROSSING OF FARM ROAD 109 AT NEW ULM, AT MILE POLE 1015, 44 FEET
 AX2423'NORTH OF THE NORTH RAIL, 6 FEET NORTH OF MILE POLE 1015, AND 1
 AX2423'FOOT SOUTH OF FENCE.  DISK LEVEL WITH GROUND, ACCESS TO WHICH
 AX2423'IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AX2423
 AX2423                          STATION RECOVERY (1986)
 AX2423
 AX2423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX2423'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT.
 AX2423'OMIT--6 FT NORTH OF MILE POLE 1015.  ADD--15.2 METERS (50.0 FT)
 AX2423'NORTHEAST OF METAL MILE POLE 1015.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1182 ***********************************************************************
 AN1182  DESIGNATION -  G 123
 AN1182  PID         -  AN1182
 AN1182  STATE/COUNTY-  TX/VICTORIA
 AN1182  USGS QUAD   -  NURSERY (1987)
 AN1182
 AN1182                         *CURRENT SURVEY CONTROL
 AN1182  ___________________________________________________________________
 AN1182* NAD 83(1986)-  28 55 26.     (N)    097 05 55.     (W)     SCALED    
 AN1182* NAVD 88     -        40.53   (+/-2cm)     133.0    (feet)  VERTCON   
 AN1182  ___________________________________________________________________
 AN1182  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1182
 AN1182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1182
 AN1182.The horizontal coordinates were scaled from a topographic map and have
 AN1182.an estimated accuracy of +/- 6 seconds.
 AN1182
 AN1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1182.The vertical order pertains to the NGVD 29 superseded value.
 AN1182
 AN1182.The geoid height was determined by GEOID03.
 AN1182
 AN1182;                    North         East    Units  Estimated Accuracy
 AN1182;SPC TXSC     - 4,122,370.      785,380.      MT  (+/- 180 meters Scaled)
 AN1182
 AN1182                          SUPERSEDED SURVEY CONTROL
 AN1182
 AN1182  NGVD 29 (??/??/92)   40.575  (m)          133.12   (f) ADJ UNCH    2 0
 AN1182
 AN1182.Superseded values are not recommended for survey control.
 AN1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1182.See file dsdata.txt to determine how the superseded data were derived.
 AN1182
 AN1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT853010(NAD 83)
 AN1182_MARKER: DB = BENCH MARK DISK
 AN1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1182_STAMPING: G 123 1933
 AN1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1182+STABILITY: SURFACE MOTION
 AN1182
 AN1182  HISTORY     - Date     Condition        Report By
 AN1182  HISTORY     - 1933     MONUMENTED       CGS
 AN1182  HISTORY     - 1943     GOOD             NGS
 AN1182
 AN1182                          STATION DESCRIPTION
 AN1182
 AN1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1182'IN NURSERY.
 AN1182'AT NURSERY, VICTORIA COUNTY, 48 FEET NORTHEAST OF THE NORTH CORNER OF
 AN1182'THE TEXAS AND NEW ORLEANS RAILROAD STATION, 38 FEET NORTHWEST OF THE
 AN1182'FIFTH POLE SOUTHEAST OF MILEPOST 38, 90 FEET NORTHWEST OF THE CENTER
 AN1182'OF A ROAD CROSSING, 32 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 AN1182'32 FEET SOUTHWEST OF THE CENTERLINE OF A ROAD AND 3 FEET SOUTHEAST OF
 AN1182'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 123 1933 AND
 AN1182'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1/2 FOOT ABOVE
 AN1182'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0707 ***********************************************************************
 CD0707  DESIGNATION -  G 1235
 CD0707  PID         -  CD0707
 CD0707  STATE/COUNTY-  TX/CULBERSON
 CD0707  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0707
 CD0707                         *CURRENT SURVEY CONTROL
 CD0707  ___________________________________________________________________
 CD0707* NAD 83(1986)-  31 59 18.     (N)    104 35 33.     (W)     SCALED    
 CD0707* NAVD 88     -      1284.626  (meters)    4214.64   (feet)  ADJUSTED  
 CD0707  ___________________________________________________________________
 CD0707  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CD0707  DYNAMIC HT  -        1282.670 (meters)    4208.23  (feet)  COMP
 CD0707  MODELED GRAV-     979,072.4   (mgal)                       NAVD 88
 CD0707
 CD0707  VERT ORDER  -  FIRST     CLASS I
 CD0707
 CD0707.The horizontal coordinates were scaled from a topographic map and have
 CD0707.an estimated accuracy of +/- 6 seconds.
 CD0707
 CD0707.The orthometric height was determined by differential leveling
 CD0707.and adjusted by the National Geodetic Survey in June 1991..
 CD0707
 CD0707.The geoid height was determined by GEOID03.
 CD0707
 CD0707.The dynamic height is computed by dividing the NAVD 88
 CD0707.geopotential number by the normal gravity value computed on the
 CD0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0707.degrees latitude (g = 980.6199 gals.).
 CD0707
 CD0707.The modeled gravity was interpolated from observed gravity values.
 CD0707
 CD0707;                    North         East    Units  Estimated Accuracy
 CD0707;SPC TX C     - 3,265,090.      297,570.      MT  (+/- 180 meters Scaled)
 CD0707
 CD0707                          SUPERSEDED SURVEY CONTROL
 CD0707
 CD0707  NGVD 29 (??/??/92) 1284.053  (m)         4212.76   (f) ADJ UNCH    1 1
 CD0707
 CD0707.Superseded values are not recommended for survey control.
 CD0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0707.See file dsdata.txt to determine how the superseded data were derived.
 CD0707
 CD0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER384392(NAD 83)
 CD0707_MARKER: DB = BENCH MARK DISK
 CD0707_SETTING: 66 = SET IN ROCK OUTCROP
 CD0707_SP_SET: OUTCROP
 CD0707_STAMPING: G 1235 1977
 CD0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0707+STABILITY: POSITION/ELEVATION WELL
 CD0707
 CD0707  HISTORY     - Date     Condition        Report By
 CD0707  HISTORY     - 1977     MONUMENTED       NGS
 CD0707
 CD0707                          STATION DESCRIPTION
 CD0707
 CD0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0707'16.0 MI NE FROM PINE SPRINGS.
 CD0707'15.5 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0707'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 0.55
 CD0707'MILE NORTHWEST ALONG A GRADED DIRT ROAD (XT RANCH ROAD),
 CD0707'SET IN TOP OF A ROCK OUTCROP ON THE NORTHWEST BANK OF A
 CD0707'DRY RIVER BED, 110 FT. NORTHEAST OF THE CENTER LINE OF THE ROAD,
 CD0707'27 FT. SOUTHEAST OF THE CENTER LINE OF A DIM TRAIL ROAD LEADING
 CD0707'NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0457 ***********************************************************************
 AW0457  DESIGNATION -  G 1237
 AW0457  PID         -  AW0457
 AW0457  STATE/COUNTY-  TX/GALVESTON
 AW0457  USGS QUAD   -  GALVESTON (1994)
 AW0457
 AW0457                         *CURRENT SURVEY CONTROL
 AW0457  ___________________________________________________________________
 AW0457* NAD 83(1986)-  29 17 17.     (N)    094 50 47.     (W)     SCALED    
 AW0457* NAVD 88     -         0.886  (meters)       2.91   (feet)  ADJUSTED  
 AW0457  ___________________________________________________________________
 AW0457  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0457  DYNAMIC HT  -           0.885 (meters)       2.90  (feet)  COMP
 AW0457  MODELED GRAV-     979,260.9   (mgal)                       NAVD 88
 AW0457
 AW0457  VERT ORDER  -  FIRST     CLASS II
 AW0457
 AW0457.The horizontal coordinates were scaled from a topographic map and have
 AW0457.an estimated accuracy of +/- 6 seconds.
 AW0457
 AW0457.The orthometric height was determined by differential leveling
 AW0457.and adjusted by the National Geodetic Survey in March 1997..
 AW0457
 AW0457.The geoid height was determined by GEOID03.
 AW0457
 AW0457.The dynamic height is computed by dividing the NAVD 88
 AW0457.geopotential number by the normal gravity value computed on the
 AW0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0457.degrees latitude (g = 980.6199 gals.).
 AW0457
 AW0457.The modeled gravity was interpolated from observed gravity values.
 AW0457
 AW0457;                    North         East    Units  Estimated Accuracy
 AW0457;SPC TXSC     - 4,168,390.    1,003,460.      MT  (+/- 180 meters Scaled)
 AW0457
 AW0457                          SUPERSEDED SURVEY CONTROL
 AW0457
 AW0457  NAVD 88 (06/15/91)    0.916  (m)            3.01   (f) UNKNOWN     1 1
 AW0457  NGVD 29 (12/23/87)    0.912  (m)            2.99   (f) ADJUSTED    1 1
 AW0457
 AW0457.Superseded values are not recommended for survey control.
 AW0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0457.See file dsdata.txt to determine how the superseded data were derived.
 AW0457
 AW0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN206413(NAD 83)
 AW0457_MARKER: DV = VERTICAL CONTROL DISK
 AW0457_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0457_SP_SET: CULVERT HEADWALL
 AW0457_STAMPING: G 1237 1978
 AW0457_MARK LOGO: NGS   
 AW0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0457+STABILITY: SURFACE MOTION
 AW0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0457+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0457
 AW0457  HISTORY     - Date     Condition        Report By
 AW0457  HISTORY     - 1978     MONUMENTED       NGS
 AW0457  HISTORY     - 1983     GOOD             NGS
 AW0457  HISTORY     - 1987     GOOD             NGS
 AW0457  HISTORY     - 1988     GOOD             USPSQD
 AW0457  HISTORY     - 1989     GOOD             USPSQD
 AW0457  HISTORY     - 1989     GOOD             USPSQD
 AW0457  HISTORY     - 1989     GOOD             USPSQD
 AW0457  HISTORY     - 1990     GOOD             USPSQD
 AW0457  HISTORY     - 19940508 GOOD             USPSQD
 AW0457  HISTORY     - 19961205 GOOD             NGS
 AW0457  HISTORY     - 20031205 GOOD             USPSQD
 AW0457  HISTORY     - 20041208 GOOD             USPSQD
 AW0457  HISTORY     - 20051209 GOOD             USPSQD
 AW0457
 AW0457                          STATION DESCRIPTION
 AW0457
 AW0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0457'IN GALVESTON.
 AW0457'FROM THE JUNCTION OF BROADWAY AND TELCHMAN ROAD, (FARM ROAD 188)
 AW0457'SOUTHEASTERLY ALONG THE ONE-WAY SOUTH BOUND LANE OF BROADWAY FOR
 AW0457'1.0 MILE TO A WIRE GATE ENTRANCE AT 6801 BROADWAY. SET IN TOP OF
 AW0457'THE EAST END OF A 6 FOOT BOX CULVERT HEADWALL WHICH IS ATTACHED
 AW0457'TO A SEAWALL AT ITS WEST END. 20 FEET SOUTH OF THE CENTERLINE OF
 AW0457'BROADWAY. 44 FEET EAST OF CENTERLINE OF A SHELL DRIVEWAY. 23 FEET
 AW0457'WEST OF A POWER LINE POLE, 29 FEET EAST OF A POWER LINE POLE WITH
 AW0457'A TRANSFORMER ATTACHED. 20 FT. EAST OF THE EXTREME NORTH CORNER OF THE
 AW0457'SEAWALL. AND ALSO 1 FOOT WEST OF THE EAST END OF THE HEADWALL.
 AW0457
 AW0457                          STATION RECOVERY (1983)
 AW0457
 AW0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0457'RECOVERED IN GOOD CONDITION.
 AW0457
 AW0457                          STATION RECOVERY (1987)
 AW0457
 AW0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0457'RECOVERED IN GOOD CONDITION.
 AW0457
 AW0457                          STATION RECOVERY (1988)
 AW0457
 AW0457'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0457'RECOVERED IN GOOD CONDITION.
 AW0457
 AW0457                          STATION RECOVERY (1989)
 AW0457
 AW0457'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0457'RECOVERED IN GOOD CONDITION.
 AW0457
 AW0457                          STATION RECOVERY (1989)
 AW0457
 AW0457'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0457'RECOVERED IN GOOD CONDITION.
 AW0457
 AW0457                          STATION RECOVERY (1989)
 AW0457
 AW0457'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0457'RECOVERED IN GOOD CONDITION.
 AW0457
 AW0457                          STATION RECOVERY (1990)
 AW0457
 AW0457'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0457'RECOVERED IN GOOD CONDITION.
 AW0457
 AW0457                          STATION RECOVERY (1994)
 AW0457
 AW0457'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0457'RECOVERED IN GOOD CONDITION.
 AW0457
 AW0457                          STATION RECOVERY (1996)
 AW0457
 AW0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0457'1.7 KM (1.05 MI) EASTERLY ALONG BROADWAY FROM THE JUNCTION OF
 AW0457'HARBORSIDE DRIVE IN GALVESTON, IN TOP OF AND 0.3 M (1.0 FT) WEST OF
 AW0457'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER
 AW0457'INTERSTATE HIGHWAY 45, 13.4 M (44.0 FT) EAST OF THE CENTER OF A SHELL
 AW0457'DRIVEWAY LEADING TO 6801 BROADWAY, 6.1 M (20.0 FT) SOUTH OF THE CENTER
 AW0457'OF BROADWAY, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF BROADWAY.
 AW0457
 AW0457                          STATION RECOVERY (2003)
 AW0457
 AW0457'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0457' 
 AW0457' 
 AW0457' 
 AW0457
 AW0457                          STATION RECOVERY (2004)
 AW0457
 AW0457'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0457'RECOVERED IN GOOD CONDITION.
 AW0457
 AW0457                          STATION RECOVERY (2005)
 AW0457
 AW0457'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0457'RECOVERED AS DESCRIBED. ORANGE PAINT AROUND THE MARK. NEW WHITNESS
 AW0457'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1664 ***********************************************************************
 AX1664  DESIGNATION -  G 124
 AX1664  PID         -  AX1664
 AX1664  STATE/COUNTY-  TX/DE WITT
 AX1664  USGS QUAD   -  BLACKWELL LAKE (1987)
 AX1664
 AX1664                         *CURRENT SURVEY CONTROL
 AX1664  ___________________________________________________________________
 AX1664* NAD 83(1986)-  29 00 57.     (N)    097 28 16.     (W)     SCALED    
 AX1664* NAVD 88     -       105.95   (+/-2cm)     347.6    (feet)  VERTCON   
 AX1664  ___________________________________________________________________
 AX1664  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AX1664
 AX1664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1664
 AX1664.The horizontal coordinates were scaled from a topographic map and have
 AX1664.an estimated accuracy of +/- 6 seconds.
 AX1664
 AX1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1664.The vertical order pertains to the NGVD 29 superseded value.
 AX1664
 AX1664.The geoid height was determined by GEOID03.
 AX1664
 AX1664;                    North         East    Units  Estimated Accuracy
 AX1664;SPC TXSC     - 4,132,030.      748,930.      MT  (+/- 180 meters Scaled)
 AX1664
 AX1664                          SUPERSEDED SURVEY CONTROL
 AX1664
 AX1664  NGVD 29 (??/??/92)  105.955  (m)          347.62   (f) ADJ UNCH    2 0
 AX1664
 AX1664.Superseded values are not recommended for survey control.
 AX1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1664.See file dsdata.txt to determine how the superseded data were derived.
 AX1664
 AX1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT489107(NAD 83)
 AX1664_MARKER: DB = BENCH MARK DISK
 AX1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1664_STAMPING: G 124 1933
 AX1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1664+STABILITY: SURFACE MOTION
 AX1664
 AX1664  HISTORY     - Date     Condition        Report By
 AX1664  HISTORY     - 1933     MONUMENTED       CGS
 AX1664  HISTORY     - 1943     GOOD             NGS
 AX1664  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1664
 AX1664                          STATION DESCRIPTION
 AX1664
 AX1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1664'IN YORKTOWN.
 AX1664'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1664'STATION AT YORKTOWN-- PROCEED 3.5 MILES NORTHEASTERLY ALONG THE
 AX1664'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 76.0 FEET
 AX1664'SOUTHWEST OF THE SECOND POLE SOUTHWEST OF MILEPOST 148, AND 47.0 FEET
 AX1664'NORTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF TRACK.  IT IS
 AX1664'20.0 FEET SOUTHWEST OF THE CENTERLINE OF AN ABANDONED ROAD CROSSING
 AX1664'THE TRACK, 3.0 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET
 AX1664'NORTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.6
 AX1664'FOOT.
 AX1664
 AX1664                          STATION RECOVERY (2001)
 AX1664
 AX1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1664'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1632 ***********************************************************************
 AW1632  DESIGNATION -  G 1241
 AW1632  PID         -  AW1632
 AW1632  STATE/COUNTY-  TX/GALVESTON
 AW1632  USGS QUAD   -  TEXAS CITY (1994)
 AW1632
 AW1632                         *CURRENT SURVEY CONTROL
 AW1632  ___________________________________________________________________
 AW1632* NAD 83(1986)-  29 24 29.     (N)    094 54 38.     (W)     SCALED    
 AW1632* NAVD 88     -         1.061  (meters)       3.48   (feet)  ADJUSTED  
 AW1632  ___________________________________________________________________
 AW1632  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1632  DYNAMIC HT  -           1.059 (meters)       3.47  (feet)  COMP
 AW1632  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 AW1632
 AW1632  VERT ORDER  -  FIRST     CLASS II
 AW1632
 AW1632.The horizontal coordinates were scaled from a topographic map and have
 AW1632.an estimated accuracy of +/- 6 seconds.
 AW1632
 AW1632.The orthometric height was determined by differential leveling
 AW1632.and adjusted by the National Geodetic Survey in June 1991..
 AW1632
 AW1632.The geoid height was determined by GEOID03.
 AW1632
 AW1632.The dynamic height is computed by dividing the NAVD 88
 AW1632.geopotential number by the normal gravity value computed on the
 AW1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1632.degrees latitude (g = 980.6199 gals.).
 AW1632
 AW1632.The modeled gravity was interpolated from observed gravity values.
 AW1632
 AW1632;                    North         East    Units  Estimated Accuracy
 AW1632;SPC TXSC     - 4,181,460.      996,760.      MT  (+/- 180 meters Scaled)
 AW1632
 AW1632                          SUPERSEDED SURVEY CONTROL
 AW1632
 AW1632  NGVD 29 (12/23/87)    1.058  (m)            3.47   (f) ADJUSTED    1 2
 AW1632
 AW1632.Superseded values are not recommended for survey control.
 AW1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1632.See file dsdata.txt to determine how the superseded data were derived.
 AW1632
 AW1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN146547(NAD 83)
 AW1632_MARKER: DB = BENCH MARK DISK
 AW1632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1632_SP_SET: CATCH BASIN
 AW1632_STAMPING: G 1241 1978
 AW1632_MARK LOGO: NGS   
 AW1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1632+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 AW1632
 AW1632  HISTORY     - Date     Condition        Report By
 AW1632  HISTORY     - 1978     MONUMENTED       NGS
 AW1632  HISTORY     - 1983     GOOD             NGS
 AW1632  HISTORY     - 1987     GOOD             NGS
 AW1632  HISTORY     - 19940326 GOOD             USPSQD
 AW1632  HISTORY     - 20031216 GOOD             USPSQD
 AW1632  HISTORY     - 20050131 GOOD             USPSQD
 AW1632
 AW1632                          STATION DESCRIPTION
 AW1632
 AW1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1632'1.7 MI NORTH FROM TEXAS CITY.
 AW1632'ABOUT 1.7 MILES NORTH ALONG LOOP 197 FROM THE POST OFFICE AT
 AW1632'TEXAS CITY AT THE SOUTHEAST CORNER OF THE JUNCTION OF LOOP 197
 AW1632'AND 11TH STREET NORTH, IN THE NORTH END OF A CATCH BASIN, 48 FEET
 AW1632'EAST OF A POWER POLE AND ACROSS THE STREET, 29 FEET SOUTH OF LOOP
 AW1632'197, 16 FEET EAST OF 11TH STREET NORTH, AND 3 FEET NORTH OF THE
 AW1632'SOUTH END OF CATCH BASIN.
 AW1632
 AW1632                          STATION RECOVERY (1983)
 AW1632
 AW1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1632'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1632'WHITNEY BUILDING.
 AW1632
 AW1632                          STATION RECOVERY (1987)
 AW1632
 AW1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1632'RECOVERED IN GOOD CONDITION.
 AW1632
 AW1632                          STATION RECOVERY (1994)
 AW1632
 AW1632'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1632'RECOVERED IN GOOD CONDITION.
 AW1632
 AW1632                          STATION RECOVERY (2003)
 AW1632
 AW1632'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1632'RECOVERED IN GOOD CONDITION.
 AW1632
 AW1632                          STATION RECOVERY (2005)
 AW1632
 AW1632'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1352 ***********************************************************************
 AW1352  DESIGNATION -  G 1242
 AW1352  PID         -  AW1352
 AW1352  STATE/COUNTY-  TX/GALVESTON
 AW1352  USGS QUAD   -  FLAKE (1994)
 AW1352
 AW1352                         *CURRENT SURVEY CONTROL
 AW1352  ___________________________________________________________________
 AW1352* NAD 83(1986)-  29 26 13.     (N)    094 40 31.     (W)     SCALED    
 AW1352* NAVD 88     -         2.24   (+/-2cm)       7.3    (feet)  VERTCON   
 AW1352  ___________________________________________________________________
 AW1352  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW1352
 AW1352  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1352
 AW1352.The horizontal coordinates were scaled from a topographic map and have
 AW1352.an estimated accuracy of +/- 6 seconds.
 AW1352
 AW1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1352.The vertical order pertains to the NGVD 29 superseded value.
 AW1352
 AW1352.The geoid height was determined by GEOID03.
 AW1352
 AW1352;                    North         East    Units  Estimated Accuracy
 AW1352;SPC TXSC     - 4,185,480.    1,019,460.      MT  (+/- 180 meters Scaled)
 AW1352
 AW1352                          SUPERSEDED SURVEY CONTROL
 AW1352
 AW1352  NGVD 29 (??/??/92)    2.237  (m)            7.34   (f) ADJ UNCH    1 2
 AW1352
 AW1352.Superseded values are not recommended for survey control.
 AW1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1352.See file dsdata.txt to determine how the superseded data were derived.
 AW1352
 AW1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN375575(NAD 83)
 AW1352_MARKER: DB = BENCH MARK DISK
 AW1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1352_SP_SET: HEADWALL
 AW1352_STAMPING: G 1242 1978
 AW1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1352
 AW1352  HISTORY     - Date     Condition        Report By
 AW1352  HISTORY     - 1978     MONUMENTED       NGS
 AW1352  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1352  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1352
 AW1352                          STATION DESCRIPTION
 AW1352
 AW1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1352'8.5 MI NE FROM PORT BOLIVAR.
 AW1352'ABOUT 8.5 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1352'LANDING AT PORT BOLIVAR, IN THE NORTHEAST END OF NORTHEAST HEADWALL
 AW1352'OF A 3X12 BOX CULVERT, 123 FEET NORTHEAST OF POWER POLE NUMBER
 AW1352'424, 36 FEET SOUTHWEST OF A FENCE, AND 27 FEET EAST OF CENTERLINE
 AW1352'OF ROAD.
 AW1352
 AW1352                          STATION RECOVERY (1989)
 AW1352
 AW1352'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW1352'MARK NOT FOUND.
 AW1352
 AW1352                          STATION RECOVERY (1990)
 AW1352
 AW1352'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1316 ***********************************************************************
 AW1316  DESIGNATION -  G 1243
 AW1316  PID         -  AW1316
 AW1316  STATE/COUNTY-  TX/GALVESTON
 AW1316  USGS QUAD   -  TEXAS CITY (1994)
 AW1316
 AW1316                         *CURRENT SURVEY CONTROL
 AW1316  ___________________________________________________________________
 AW1316* NAD 83(1986)-  29 27 18.     (N)    094 56 19.     (W)     SCALED    
 AW1316* NAVD 88     -         1.591  (meters)       5.22   (feet)  ADJUSTED  
 AW1316  ___________________________________________________________________
 AW1316  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW1316  DYNAMIC HT  -           1.589 (meters)       5.21  (feet)  COMP
 AW1316  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 AW1316
 AW1316  VERT ORDER  -  FIRST     CLASS II
 AW1316
 AW1316.The horizontal coordinates were scaled from a topographic map and have
 AW1316.an estimated accuracy of +/- 6 seconds.
 AW1316
 AW1316.The orthometric height was determined by differential leveling
 AW1316.and adjusted by the National Geodetic Survey in June 1991..
 AW1316
 AW1316.The geoid height was determined by GEOID03.
 AW1316
 AW1316.The dynamic height is computed by dividing the NAVD 88
 AW1316.geopotential number by the normal gravity value computed on the
 AW1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1316.degrees latitude (g = 980.6199 gals.).
 AW1316
 AW1316.The modeled gravity was interpolated from observed gravity values.
 AW1316
 AW1316;                    North         East    Units  Estimated Accuracy
 AW1316;SPC TXSC     - 4,186,560.      993,860.      MT  (+/- 180 meters Scaled)
 AW1316
 AW1316                          SUPERSEDED SURVEY CONTROL
 AW1316
 AW1316  NGVD 29 (12/23/87)    1.588  (m)            5.21   (f) ADJUSTED    1 2
 AW1316
 AW1316.Superseded values are not recommended for survey control.
 AW1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1316.See file dsdata.txt to determine how the superseded data were derived.
 AW1316
 AW1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN119599(NAD 83)
 AW1316_MARKER: DB = BENCH MARK DISK
 AW1316_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1316_SP_SET: UNSPECIFIED DEEP
 AW1316_STAMPING: G 1243 1978
 AW1316_MARK LOGO: NGS   
 AW1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1316+STABILITY: SURFACE MOTION
 AW1316
 AW1316  HISTORY     - Date     Condition        Report By
 AW1316  HISTORY     - 1978     MONUMENTED       NGS
 AW1316  HISTORY     - 1986     GOOD             NGS
 AW1316  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1316  HISTORY     - 19940423 GOOD             USPSQD
 AW1316
 AW1316                          STATION DESCRIPTION
 AW1316
 AW1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1316'9.0 MI SE FROM KEMAH.
 AW1316'ABOUT 6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST
 AW1316'OFFICE IN KEMAH, THENCE 2.3 MILES ALONG A PAVED ROAD ALONG A LEVEE.
 AW1316'123 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD AND 18 FEET
 AW1316'NORTH OF THE CENTERLINE OF A TRACK ROAD TO DICKINSON BAY.
 AW1316
 AW1316                          STATION RECOVERY (1986)
 AW1316
 AW1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1316'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1316'EXCEPT THE TRACK ROAD MENTIONED THEREIN NO LONGER EXIST. ADD
 AW1316'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 AW1316
 AW1316                          STATION RECOVERY (1989)
 AW1316
 AW1316'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1316'MARK NOT FOUND.
 AW1316
 AW1316                          STATION RECOVERY (1994)
 AW1316
 AW1316'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1253 ***********************************************************************
 AW1253  DESIGNATION -  G 1244
 AW1253  PID         -  AW1253
 AW1253  STATE/COUNTY-  TX/HARRIS
 AW1253  USGS QUAD   -  PASADENA (1995)
 AW1253
 AW1253                         *CURRENT SURVEY CONTROL
 AW1253  ___________________________________________________________________
 AW1253* NAD 83(1986)-  29 39 53.     (N)    095 13 16.     (W)     SCALED    
 AW1253* NAVD 88     -         9.099  (meters)      29.85   (feet)  ADJUSTED  
 AW1253  ___________________________________________________________________
 AW1253  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1253  DYNAMIC HT  -           9.086 (meters)      29.81  (feet)  COMP
 AW1253  MODELED GRAV-     979,279.0   (mgal)                       NAVD 88
 AW1253
 AW1253  VERT ORDER  -  FIRST     CLASS II
 AW1253
 AW1253.The horizontal coordinates were scaled from a topographic map and have
 AW1253.an estimated accuracy of +/- 6 seconds.
 AW1253
 AW1253.The orthometric height was determined by differential leveling
 AW1253.and adjusted by the National Geodetic Survey in June 1991..
 AW1253
 AW1253.The geoid height was determined by GEOID03.
 AW1253
 AW1253.The dynamic height is computed by dividing the NAVD 88
 AW1253.geopotential number by the normal gravity value computed on the
 AW1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1253.degrees latitude (g = 980.6199 gals.).
 AW1253
 AW1253.The modeled gravity was interpolated from observed gravity values.
 AW1253
 AW1253;                    North         East    Units  Estimated Accuracy
 AW1253;SPC TXSC     - 4,208,880.      965,720.      MT  (+/- 180 meters Scaled)
 AW1253
 AW1253                          SUPERSEDED SURVEY CONTROL
 AW1253
 AW1253  NGVD 29 (12/23/87)    9.095  (m)           29.84   (f) ADJUSTED    1 2
 AW1253
 AW1253.Superseded values are not recommended for survey control.
 AW1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1253.See file dsdata.txt to determine how the superseded data were derived.
 AW1253
 AW1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN850836(NAD 83)
 AW1253_MARKER: DB = BENCH MARK DISK
 AW1253_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW1253_SP_SET: GALVANIZED STEEL PIPE
 AW1253_STAMPING: G 1244 1978
 AW1253_MARK LOGO: NGS   
 AW1253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1253
 AW1253  HISTORY     - Date     Condition        Report By
 AW1253  HISTORY     - 1978     MONUMENTED       NGS
 AW1253  HISTORY     - 1980     GOOD             NGS
 AW1253  HISTORY     - 1980     GOOD             NGS
 AW1253  HISTORY     - 1983     GOOD             NGS
 AW1253  HISTORY     - 1987     GOOD             NGS
 AW1253  HISTORY     - 1989     GOOD             USPSQD
 AW1253  HISTORY     - 1989     GOOD             USPSQD
 AW1253  HISTORY     - 1989     GOOD             USPSQD
 AW1253  HISTORY     - 1989     GOOD             USPSQD
 AW1253  HISTORY     - 1990     GOOD             USPSQD
 AW1253  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1253  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1253  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1253
 AW1253                          STATION DESCRIPTION
 AW1253
 AW1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1253'0.9 MI EAST FROM SOUTH HOUSTON.
 AW1253'ABOUT 0.9 MILE EAST ALONG SPENCER HIGHWAY FROM THE GALVESTON, HOUSTON
 AW1253'AND HENDERSON RAILROAD STATION IN SOUTH HOUSTON, 54 FEET NORTH OF
 AW1253'THE CENTERLINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTERLINE OF
 AW1253'8TH STREET, 3 FEET NORTH OF A BRACE POLE WITH TWO GUY WIRES, AND
 AW1253'2 FEET SOUTH-SOUTHWEST OF A BRACE POLE WITH ONE GUY WIRE.
 AW1253
 AW1253                          STATION RECOVERY (1980)
 AW1253
 AW1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AW1253'RECOVERED IN GOOD CONDITION.
 AW1253
 AW1253                          STATION RECOVERY (1980)
 AW1253
 AW1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AW1253'RECOVERED IN GOOD CONDITION.
 AW1253
 AW1253                          STATION RECOVERY (1983)
 AW1253
 AW1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1253'RECOVERED IN GOOD CONDITION.
 AW1253
 AW1253                          STATION RECOVERY (1987)
 AW1253
 AW1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1253'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE WITH
 AW1253'THE FOLLOWING CORRECTIONS. DELETE REFERENCE TO GUY WIRES ON BOTH
 AW1253'BRACE POLES.  ADD-1.16 METERS (3.8 FT) NORTH-NORTHEAST OF A STEEL
 AW1253'BRACE POLE WITH ROUND CONCRETE FOUNDATION SUPPORTING TWO SETS OF
 AW1253'TRAFFIC SIGNALS.
 AW1253'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 AW1253
 AW1253                          STATION RECOVERY (1989)
 AW1253
 AW1253'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1253'RECOVERED IN GOOD CONDITION.
 AW1253
 AW1253                          STATION RECOVERY (1989)
 AW1253
 AW1253'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1253'RECOVERED IN GOOD CONDITION.
 AW1253
 AW1253                          STATION RECOVERY (1989)
 AW1253
 AW1253'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1253'RECOVERED IN GOOD CONDITION.
 AW1253
 AW1253                          STATION RECOVERY (1989)
 AW1253
 AW1253'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1253'RECOVERED IN GOOD CONDITION.
 AW1253
 AW1253                          STATION RECOVERY (1990)
 AW1253
 AW1253'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1253'RECOVERED IN GOOD CONDITION.
 AW1253
 AW1253                          STATION RECOVERY (1998)
 AW1253
 AW1253'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1253'MARK NOT FOUND.
 AW1253
 AW1253                          STATION RECOVERY (2000)
 AW1253
 AW1253'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1253'MARK NOT FOUND.
 AW1253
 AW1253                          STATION RECOVERY (2001)
 AW1253
 AW1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1253'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1012 ***********************************************************************
 AW1012  DESIGNATION -  G 1245
 AW1012  PID         -  AW1012
 AW1012  STATE/COUNTY-  TX/HARRIS
 AW1012  USGS QUAD   -  LEAGUE CITY (1995)
 AW1012
 AW1012                         *CURRENT SURVEY CONTROL
 AW1012  ___________________________________________________________________
 AW1012* NAD 83(1986)-  29 32 26.     (N)    095 06 52.     (W)     SCALED    
 AW1012* NAVD 88     -         6.152  (meters)      20.18   (feet)  ADJUSTED  
 AW1012  ___________________________________________________________________
 AW1012  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1012  DYNAMIC HT  -           6.144 (meters)      20.16  (feet)  COMP
 AW1012  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 AW1012
 AW1012  VERT ORDER  -  FIRST     CLASS II
 AW1012
 AW1012.The horizontal coordinates were scaled from a topographic map and have
 AW1012.an estimated accuracy of +/- 6 seconds.
 AW1012
 AW1012.The orthometric height was determined by differential leveling
 AW1012.and adjusted by the National Geodetic Survey in March 1997..
 AW1012
 AW1012.The geoid height was determined by GEOID03.
 AW1012
 AW1012.The dynamic height is computed by dividing the NAVD 88
 AW1012.geopotential number by the normal gravity value computed on the
 AW1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1012.degrees latitude (g = 980.6199 gals.).
 AW1012
 AW1012.The modeled gravity was interpolated from observed gravity values.
 AW1012
 AW1012;                    North         East    Units  Estimated Accuracy
 AW1012;SPC TXSC     - 4,195,460.      976,500.      MT  (+/- 180 meters Scaled)
 AW1012
 AW1012                          SUPERSEDED SURVEY CONTROL
 AW1012
 AW1012  NAVD 88 (06/15/91)    6.189  (m)           20.31   (f) UNKNOWN     1 2
 AW1012  NGVD 29 (12/23/87)    6.185  (m)           20.29   (f) ADJUSTED    1 2
 AW1012
 AW1012.Superseded values are not recommended for survey control.
 AW1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1012.See file dsdata.txt to determine how the superseded data were derived.
 AW1012
 AW1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN951697(NAD 83)
 AW1012_MARKER: DV = VERTICAL CONTROL DISK
 AW1012_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1012_SP_SET: CULVERT HEADWALL
 AW1012_STAMPING: G 1245 1978
 AW1012_MARK LOGO: NGS   
 AW1012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1012+STABILITY: SURFACE MOTION
 AW1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1012+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW1012
 AW1012  HISTORY     - Date     Condition        Report By
 AW1012  HISTORY     - 1978     MONUMENTED       NGS
 AW1012  HISTORY     - 1987     GOOD             USPSQD
 AW1012  HISTORY     - 1987     GOOD             USPSQD
 AW1012  HISTORY     - 1987     GOOD             USPSQD
 AW1012  HISTORY     - 1987     GOOD             USPSQD
 AW1012  HISTORY     - 1987     GOOD             USPSQD
 AW1012  HISTORY     - 1987     GOOD             USPSQD
 AW1012  HISTORY     - 1987     GOOD             USPSQD
 AW1012  HISTORY     - 1987     GOOD             USPSQD
 AW1012  HISTORY     - 1987     GOOD             USPSQD
 AW1012  HISTORY     - 1987     GOOD             USPSQD
 AW1012  HISTORY     - 1987     GOOD             USPSQD
 AW1012  HISTORY     - 1987     GOOD             USPSQD
 AW1012  HISTORY     - 1987     GOOD             NGS
 AW1012  HISTORY     - 1988     GOOD             USPSQD
 AW1012  HISTORY     - 1988     GOOD             USPSQD
 AW1012  HISTORY     - 1988     GOOD             USPSQD
 AW1012  HISTORY     - 1988     GOOD             USPSQD
 AW1012  HISTORY     - 1988     GOOD             USPSQD
 AW1012  HISTORY     - 1988     GOOD             USPSQD
 AW1012  HISTORY     - 1988     GOOD             USPSQD
 AW1012  HISTORY     - 1988     GOOD             USPSQD
 AW1012  HISTORY     - 1988     GOOD             USPSQD
 AW1012  HISTORY     - 1988     GOOD             USPSQD
 AW1012  HISTORY     - 1988     GOOD             USPSQD
 AW1012  HISTORY     - 19880120 GOOD             USPSQD
 AW1012  HISTORY     - 1989     GOOD             USPSQD
 AW1012  HISTORY     - 1989     GOOD             USPSQD
 AW1012  HISTORY     - 1989     GOOD             USPSQD
 AW1012  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1012  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1012  HISTORY     - 1990     GOOD             USPSQD
 AW1012  HISTORY     - 19910216 GOOD             USPSQD
 AW1012  HISTORY     - 19910216 GOOD             USPSQD
 AW1012  HISTORY     - 19931122 GOOD             USPSQD
 AW1012  HISTORY     - 19961203 GOOD             NGS
 AW1012  HISTORY     - 20031104 GOOD             USPSQD
 AW1012  HISTORY     - 20050114 GOOD             USPSQD
 AW1012
 AW1012                          STATION DESCRIPTION
 AW1012
 AW1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1012'0.3 MI NE FROM WEBSTER.
 AW1012'ABOUT 0.3 MILE NORTHEAST ALONG NASA 1 FROM THE JUNCTION OF STATE
 AW1012'HIGHWAY 3 AT WEBSTER.  SET IN THE NORTHEAST CORNER OF THE EAST
 AW1012'HEADWALL OF A 3X3 FOOT BOX CULVERT 30 FEET SOUTHEAST OF THE
 AW1012'CENTERLINE OF EAST BOUND LANES OF NASA 1, 30 FEET SOUTHWEST OF
 AW1012'POWER POLE NUMBER 667, AND 24 FEET NORTHWEST OF A FENCE.
 AW1012
 AW1012                          STATION RECOVERY (1987)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1987)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1987)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1987)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1987)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1987)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1987)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (CES)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1987)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1987)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1987)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1987)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (PAC)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1987)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1987)
 AW1012
 AW1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1012'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1012'EXCEPT THE MENTIONED UTILITY POLE IS NO. 3667 AND ADD
 AW1012'THE MARK IS 8.11 METERS  NNW FROM  A WITNESS POST
 AW1012
 AW1012                          STATION RECOVERY (1988)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1988)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1988)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1988)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1988)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1988)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1988)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1988)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1988)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1988)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1988)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1988)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1989)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1989)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1989)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1989)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLS)
 AW1012'MARK NOT FOUND.
 AW1012
 AW1012                          STATION RECOVERY (1989)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1012'MARK NOT FOUND.
 AW1012
 AW1012                          STATION RECOVERY (1990)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1991)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1991)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1993)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (1996)
 AW1012
 AW1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1012'0.5 KM (0.30 MI) NORTHWESTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW1012'OF NASA 1 HIGHWAY IN WEBSTER, IN TOP OF AND 0.1 M (0.3 FT) SOUTHWEST
 AW1012'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT
 AW1012'UNDER THE HIGHWAY, 9.9 M (32.5 FT) WEST OF A UTILITY POLE, 9.1 M (29.9
 AW1012'FT) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE ROAD, 8.1 M
 AW1012'(26.6 FT) NORTHWEST OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE
 AW1012'LEVEL OF THE ROAD.
 AW1012
 AW1012                          STATION RECOVERY (2003)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1012'RECOVERED IN GOOD CONDITION.
 AW1012
 AW1012                          STATION RECOVERY (2005)
 AW1012
 AW1012'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0196 ***********************************************************************
 AW0196  DESIGNATION -  G 1246
 AW0196  PID         -  AW0196
 AW0196  STATE/COUNTY-  TX/HARRIS
 AW0196  USGS QUAD   -  PARK PLACE (1995)
 AW0196
 AW0196                         *CURRENT SURVEY CONTROL
 AW0196  ___________________________________________________________________
 AW0196* NAD 83(1986)-  29 41 46.     (N)    095 19 37.     (W)     SCALED    
 AW0196* NAVD 88     -        11.202  (meters)      36.75   (feet)  ADJUSTED  
 AW0196  ___________________________________________________________________
 AW0196  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0196  DYNAMIC HT  -          11.187 (meters)      36.70  (feet)  COMP
 AW0196  MODELED GRAV-     979,280.4   (mgal)                       NAVD 88
 AW0196  OBS GRAVITY -     979,284.7   (mgal)                       GRAV_OBS
 AW0196
 AW0196  VERT ORDER  -  FIRST     CLASS II
 AW0196
 AW0196.The horizontal coordinates were scaled from a topographic map and have
 AW0196.an estimated accuracy of +/- 6 seconds.
 AW0196
 AW0196.The orthometric height was determined by differential leveling
 AW0196.and adjusted by the National Geodetic Survey in June 1991..
 AW0196
 AW0196.The geoid height was determined by GEOID03.
 AW0196
 AW0196.The dynamic height is computed by dividing the NAVD 88
 AW0196.geopotential number by the normal gravity value computed on the
 AW0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0196.degrees latitude (g = 980.6199 gals.).
 AW0196
 AW0196.The modeled gravity was interpolated from observed gravity values.
 AW0196.The observed gravity was obtained from relative gravimeter ties
 AW0196.to the IGSN71 gravity network.
 AW0196
 AW0196;                    North         East    Units  Estimated Accuracy
 AW0196;SPC TXSC     - 4,212,030.      955,370.      MT  (+/- 180 meters Scaled)
 AW0196
 AW0196                          SUPERSEDED SURVEY CONTROL
 AW0196
 AW0196  NGVD 29 (12/23/87)   11.198  (m)           36.74   (f) ADJUSTED    1 2
 AW0196
 AW0196.Superseded values are not recommended for survey control.
 AW0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0196.See file dsdata.txt to determine how the superseded data were derived.
 AW0196
 AW0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN748873(NAD 83)
 AW0196_MARKER: DB = BENCH MARK DISK
 AW0196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0196_SP_SET: STAINLESS STEEL ROD
 AW0196_STAMPING: G 1246 1978
 AW0196_MARK LOGO: NGS   
 AW0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0196+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 AW0196
 AW0196  HISTORY     - Date     Condition        Report By
 AW0196  HISTORY     - 1978     MONUMENTED       NGS
 AW0196  HISTORY     - 1986     GOOD             NGS
 AW0196  HISTORY     - 1987     GOOD             USPSQD
 AW0196  HISTORY     - 1988     GOOD             USPSQD
 AW0196  HISTORY     - 1989     GOOD             USPSQD
 AW0196  HISTORY     - 1989     GOOD             USPSQD
 AW0196  HISTORY     - 1989     GOOD             USPSQD
 AW0196  HISTORY     - 1989     GOOD             USPSQD
 AW0196  HISTORY     - 1989     GOOD             USPSQD
 AW0196  HISTORY     - 1989     GOOD             USPSQD
 AW0196  HISTORY     - 1989     GOOD             USPSQD
 AW0196  HISTORY     - 1990     GOOD             USPSQD
 AW0196  HISTORY     - 19950624 GOOD             USPSQD
 AW0196  HISTORY     - 20040324 GOOD             USPSQD
 AW0196
 AW0196                          STATION DESCRIPTION
 AW0196
 AW0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0196'IN HOUSTON.
 AW0196'IN HOUSTON, AT THE CROSSING OF GRIGGS ROAD AND THE ATCHISON, TOPEKA
 AW0196'AND SANTA FE RAILROAD, 70 FEET EAST OF THE EAST RAIL, 66 FEET
 AW0196'NORTHEAST OF NORTHEAST SIGNAL CROSSING POST, 33 FEET NORTHWEST OF
 AW0196'NORTH CURB OF GRIGGS ROAD, AND 3 FEET SOUTHWEST OF POWER POLE NUMBER
 AW0196'204.
 AW0196
 AW0196                          STATION RECOVERY (1986)
 AW0196
 AW0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0196'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW0196'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 AW0196
 AW0196                          STATION RECOVERY (1987)
 AW0196
 AW0196'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0196'RECOVERED IN GOOD CONDITION.
 AW0196
 AW0196                          STATION RECOVERY (1988)
 AW0196
 AW0196'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0196'RECOVERED IN GOOD CONDITION.
 AW0196
 AW0196                          STATION RECOVERY (1989)
 AW0196
 AW0196'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0196'RECOVERED IN GOOD CONDITION.
 AW0196
 AW0196                          STATION RECOVERY (1989)
 AW0196
 AW0196'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0196'RECOVERED IN GOOD CONDITION.
 AW0196
 AW0196                          STATION RECOVERY (1989)
 AW0196
 AW0196'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0196'RECOVERED IN GOOD CONDITION.
 AW0196
 AW0196                          STATION RECOVERY (1989)
 AW0196
 AW0196'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0196'RECOVERED IN GOOD CONDITION.
 AW0196
 AW0196                          STATION RECOVERY (1989)
 AW0196
 AW0196'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0196'RECOVERED IN GOOD CONDITION.
 AW0196
 AW0196                          STATION RECOVERY (1989)
 AW0196
 AW0196'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0196'RECOVERED IN GOOD CONDITION.
 AW0196
 AW0196                          STATION RECOVERY (1989)
 AW0196
 AW0196'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0196'RECOVERED IN GOOD CONDITION.
 AW0196
 AW0196                          STATION RECOVERY (1990)
 AW0196
 AW0196'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0196'RECOVERED IN GOOD CONDITION.
 AW0196
 AW0196                          STATION RECOVERY (1995)
 AW0196
 AW0196'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0196'RECOVERED IN GOOD CONDITION.
 AW0196
 AW0196                          STATION RECOVERY (2004)
 AW0196
 AW0196'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1810 ***********************************************************************
 BL1810  DESIGNATION -  G 1247
 BL1810  PID         -  BL1810
 BL1810  STATE/COUNTY-  TX/WALKER
 BL1810  USGS QUAD   -  PHELPS (1976)
 BL1810
 BL1810                         *CURRENT SURVEY CONTROL
 BL1810  ___________________________________________________________________
 BL1810* NAD 83(1986)-  30 38 59.     (N)    095 27 35.     (W)     SCALED    
 BL1810* NAVD 88     -       107.083  (meters)     351.32   (feet)  ADJUSTED  
 BL1810  ___________________________________________________________________
 BL1810  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL1810  DYNAMIC HT  -         106.942 (meters)     350.86  (feet)  COMP
 BL1810  MODELED GRAV-     979,331.6   (mgal)                       NAVD 88
 BL1810
 BL1810  VERT ORDER  -  FIRST     CLASS I
 BL1810
 BL1810.The horizontal coordinates were scaled from a topographic map and have
 BL1810.an estimated accuracy of +/- 6 seconds.
 BL1810
 BL1810.The orthometric height was determined by differential leveling
 BL1810.and adjusted by the National Geodetic Survey in June 1991..
 BL1810
 BL1810.The geoid height was determined by GEOID03.
 BL1810
 BL1810.The dynamic height is computed by dividing the NAVD 88
 BL1810.geopotential number by the normal gravity value computed on the
 BL1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1810.degrees latitude (g = 980.6199 gals.).
 BL1810
 BL1810.The modeled gravity was interpolated from observed gravity values.
 BL1810
 BL1810;                    North         East    Units  Estimated Accuracy
 BL1810;SPC TX C     - 3,119,210.    1,166,950.      MT  (+/- 180 meters Scaled)
 BL1810
 BL1810                          SUPERSEDED SURVEY CONTROL
 BL1810
 BL1810  NGVD 29 (12/23/87)  107.090  (m)          351.34   (f) ADJUSTED    1 1
 BL1810
 BL1810.Superseded values are not recommended for survey control.
 BL1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1810.See file dsdata.txt to determine how the superseded data were derived.
 BL1810
 BL1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP642933(NAD 83)
 BL1810_MARKER: DB = BENCH MARK DISK
 BL1810_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BL1810_SP_SET: UNSPECIFIED DEEP
 BL1810_STAMPING: G 1247 1978
 BL1810_MARK LOGO: NGS   
 BL1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1810+STABILITY: SURFACE MOTION
 BL1810
 BL1810  HISTORY     - Date     Condition        Report By
 BL1810  HISTORY     - 1978     MONUMENTED       NGS
 BL1810  HISTORY     - 1987     GOOD             USPSQD
 BL1810  HISTORY     - 1987     GOOD             NGS
 BL1810
 BL1810                          STATION DESCRIPTION
 BL1810
 BL1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1810'3.5 MI SOUTH FROM PHELPS.
 BL1810'3.5 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1810'CROSSING OF SPUR 2296, AT THE NORTH END OF A CURVE IN 2296 (PAVED),
 BL1810'SET BETWEEN PAVED ROAD AND TRACKS, 88 FEET EAST OF CENTERLINE OF
 BL1810'2296, 48 FEET WEST OF WEST RAIL, 19 FEET NORTHWEST OF TELEPHONE
 BL1810'POLE, 1.0 FOOT SOUTH OF WITNESS POST, AND 1.0 FOOT NORTH OF
 BL1810'WITNESS POST.  DISK IS LEVEL WITH GROUND WHICH ACCESS IS HAD THROUGH
 BL1810'A 4 INCH PLASTIC SCREW PLUG.
 BL1810
 BL1810                          STATION RECOVERY (1987)
 BL1810
 BL1810'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BL1810'RECOVERED IN GOOD CONDITION.
 BL1810
 BL1810                          STATION RECOVERY (1987)
 BL1810
 BL1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1810'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--5.8 M
 BL1810'(19.0 FT) SOUTHWEST OF A UTILITY POLE.  DELETE--19.0 FT NORTHWEST OF A
 BL1810'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1814 ***********************************************************************
 BL1814  DESIGNATION -  G 1248
 BL1814  PID         -  BL1814
 BL1814  STATE/COUNTY-  TX/HARRIS
 BL1814  USGS QUAD   -  MAEDAN (1982)
 BL1814
 BL1814                         *CURRENT SURVEY CONTROL
 BL1814  ___________________________________________________________________
 BL1814* NAD 83(1986)-  30 00 43.     (N)    095 20 02.     (W)     SCALED    
 BL1814* NAVD 88     -        28.42   (+/-2cm)      93.2    (feet)  VERTCON   
 BL1814  ___________________________________________________________________
 BL1814  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL1814  OBS GRAVITY -     979,303.8   (mgal)                       GRAV_OBS
 BL1814
 BL1814  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1814
 BL1814.The horizontal coordinates were scaled from a topographic map and have
 BL1814.an estimated accuracy of +/- 6 seconds.
 BL1814
 BL1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1814.The vertical order pertains to the NGVD 29 superseded value.
 BL1814
 BL1814.The geoid height was determined by GEOID03.
 BL1814.The observed gravity was obtained from relative gravimeter ties
 BL1814.to the IGSN71 gravity network.
 BL1814
 BL1814;                    North         East    Units  Estimated Accuracy
 BL1814;SPC TXSC     - 4,247,000.      953,610.      MT  (+/- 180 meters Scaled)
 BL1814
 BL1814                          SUPERSEDED SURVEY CONTROL
 BL1814
 BL1814  NGVD 29 (??/??/92)   28.415  (m)           93.22   (f) ADJ UNCH    1 2
 BL1814
 BL1814.Superseded values are not recommended for survey control.
 BL1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1814.See file dsdata.txt to determine how the superseded data were derived.
 BL1814
 BL1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP748224(NAD 83)
 BL1814_MARKER: DB = BENCH MARK DISK
 BL1814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1814_SP_SET: HEADWALL
 BL1814_STAMPING: G 1248 1978
 BL1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1814
 BL1814  HISTORY     - Date     Condition        Report By
 BL1814  HISTORY     - 1978     MONUMENTED       NGS
 BL1814  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1814  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 BL1814  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1814
 BL1814                          STATION DESCRIPTION
 BL1814
 BL1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1814'4.1 MI WEST FROM HUMBLE.
 BL1814'4.1 MILES WEST ALONG FARM ROAD 1960 FROM THE HIGHWAY 59 OVERPASS
 BL1814'IN HUMBLE.  NOTE=4.2 MILES EAST OF WESTFIELD, 0.15 MILES WEST
 BL1814'OF A CURVE IN HIGHWAY.  IN TOP OF THE WEST END OF THE SOUTH HEADWALL
 BL1814'OF CULVERT UNDER HIGHWAY.  27 FEET SOUTH OF THE CENTERLINE OF
 BL1814'FARM ROAD 1960 AND 2 FEET EAST OF THE WEST END OF HEADWALL.
 BL1814
 BL1814                          STATION RECOVERY (1987)
 BL1814
 BL1814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1814'THERE IS A NEW CULVERT AT THIS LOCATION.
 BL1814
 BL1814                          STATION RECOVERY (1996)
 BL1814
 BL1814'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1814'MARK NOT FOUND.
 BL1814
 BL1814                          STATION RECOVERY (2004)
 BL1814
 BL1814'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0746 ***********************************************************************
 AW0746  DESIGNATION -  G 1249
 AW0746  PID         -  AW0746
 AW0746  STATE/COUNTY-  TX/CHAMBERS
 AW0746  USGS QUAD   -  COVE (1993)
 AW0746
 AW0746                         *CURRENT SURVEY CONTROL
 AW0746  ___________________________________________________________________
 AW0746* NAD 83(1986)-  29 49 49.     (N)    094 48 11.     (W)     SCALED    
 AW0746* NAVD 88     -         6.35   (+/-2cm)      20.8    (feet)  VERTCON   
 AW0746  ___________________________________________________________________
 AW0746  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW0746
 AW0746  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0746
 AW0746.The horizontal coordinates were scaled from a topographic map and have
 AW0746.an estimated accuracy of +/- 6 seconds.
 AW0746
 AW0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0746.The vertical order pertains to the NGVD 29 superseded value.
 AW0746
 AW0746.The geoid height was determined by GEOID03.
 AW0746
 AW0746;                    North         East    Units  Estimated Accuracy
 AW0746;SPC TXSC     - 4,228,590.    1,005,510.      MT  (+/- 180 meters Scaled)
 AW0746
 AW0746                          SUPERSEDED SURVEY CONTROL
 AW0746
 AW0746  NGVD 29 (??/??/92)    6.354  (m)           20.85   (f) ADJ UNCH    1 2
 AW0746
 AW0746.Superseded values are not recommended for survey control.
 AW0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0746.See file dsdata.txt to determine how the superseded data were derived.
 AW0746
 AW0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP257013(NAD 83)
 AW0746_MARKER: DB = BENCH MARK DISK
 AW0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0746_SP_SET: CATCH BASIN
 AW0746_STAMPING: G 1249 1978
 AW0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0746+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 AW0746
 AW0746  HISTORY     - Date     Condition        Report By
 AW0746  HISTORY     - 1978     MONUMENTED       NGS
 AW0746  HISTORY     - 1990     GOOD             USPSQD
 AW0746  HISTORY     - 19960921 POOR             USPSQD
 AW0746  HISTORY     - 20010331 POOR             NGS
 AW0746  HISTORY     - 20020522 POOR             USPSQD
 AW0746  HISTORY     - 20031231 GOOD             USPSQD
 AW0746
 AW0746                          STATION DESCRIPTION
 AW0746
 AW0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0746'IN COVE.
 AW0746'AT COVE, AT THE CROSSING OF INTERSTATE 10 AND FARM ROAD (FM) 565
 AW0746'ON THE WEST BANK OF OLD LOST RIVER.  SET IN TOP OF THE NORTHWEST
 AW0746'CORNER OF A 4X8 CONCRETE CATCH BASIN DIRECTLY UNDER THE CENTERLINE
 AW0746'OF INTERSTATE 10, 12 FEET EAST OF THE CENTERLINE OF FARM ROAD 565,
 AW0746'AND 28 FEET SOUTH OF THE NORTH EDGE OF THE OVERPASS.
 AW0746
 AW0746                          STATION RECOVERY (1990)
 AW0746
 AW0746'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW0746'RECOVERED IN GOOD CONDITION.
 AW0746
 AW0746                          STATION RECOVERY (1996)
 AW0746
 AW0746'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0746'MARK RECOVERED IN POOR CONDITION.
 AW0746
 AW0746                          STATION RECOVERY (2001)
 AW0746
 AW0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0746'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0746
 AW0746                          STATION RECOVERY (2002)
 AW0746
 AW0746'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0746'MARK RECOVERED IN POOR CONDITION.
 AW0746
 AW0746                          STATION RECOVERY (2003)
 AW0746
 AW0746'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1595 ***********************************************************************
 AN1595  DESIGNATION -  G 125
 AN1595  PID         -  AN1595
 AN1595  STATE/COUNTY-  TX/KARNES
 AN1595  USGS QUAD   -  KENEDY (1987)
 AN1595
 AN1595                         *CURRENT SURVEY CONTROL
 AN1595  ___________________________________________________________________
 AN1595* NAD 83(1986)-  28 48 35.     (N)    097 50 52.     (W)     SCALED    
 AN1595* NAVD 88     -       106.035  (meters)     347.88   (feet)  ADJUSTED  
 AN1595  ___________________________________________________________________
 AN1595  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN1595  DYNAMIC HT  -         105.880 (meters)     347.37  (feet)  COMP
 AN1595  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 AN1595
 AN1595  VERT ORDER  -  FIRST     CLASS II
 AN1595
 AN1595.The horizontal coordinates were scaled from a topographic map and have
 AN1595.an estimated accuracy of +/- 6 seconds.
 AN1595
 AN1595.The orthometric height was determined by differential leveling
 AN1595.and adjusted by the National Geodetic Survey in June 1991..
 AN1595
 AN1595.The geoid height was determined by GEOID03.
 AN1595
 AN1595.The dynamic height is computed by dividing the NAVD 88
 AN1595.geopotential number by the normal gravity value computed on the
 AN1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1595.degrees latitude (g = 980.6199 gals.).
 AN1595
 AN1595.The modeled gravity was interpolated from observed gravity values.
 AN1595
 AN1595;                    North         East    Units  Estimated Accuracy
 AN1595;SPC TXSC     - 4,108,770.      712,460.      MT  (+/- 180 meters Scaled)
 AN1595
 AN1595                          SUPERSEDED SURVEY CONTROL
 AN1595
 AN1595  NGVD 29 (??/??/92)  106.006  (m)          347.79   (f) ADJ UNCH    1 2
 AN1595
 AN1595.Superseded values are not recommended for survey control.
 AN1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1595.See file dsdata.txt to determine how the superseded data were derived.
 AN1595
 AN1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS124874(NAD 83)
 AN1595_MARKER: DB = BENCH MARK DISK
 AN1595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1595_SP_SET: CONCRETE BASE
 AN1595_STAMPING: G 125 1933
 AN1595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1595
 AN1595  HISTORY     - Date     Condition        Report By
 AN1595  HISTORY     - 1933     MONUMENTED       CGS
 AN1595  HISTORY     - 1943     GOOD             NGS
 AN1595  HISTORY     - 1981     GOOD             NGS
 AN1595  HISTORY     - 1987     GOOD             USPSQD
 AN1595
 AN1595                          STATION DESCRIPTION
 AN1595
 AN1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1595'0.7 MI S FROM KENEDY.
 AN1595'0.7 MILE SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1595'KENEDY, KARNES COUNTY, THENCE 0.1 MILE EAST ALONG A DIRT STREET.  AT
 AN1595'THE CITY WATER TANKS, AT THE NORTHEAST LEG OF THE WEST TANK, IN THE
 AN1595'TOP OF THE NORTH CORNER OF THE CONCRETE BASE, 0.7 FOOT SOUTH OF THE
 AN1595'CORNER, AND 2.6 FEET HIGHER THAN THE GROUND.  A STANDARD DISK.
 AN1595
 AN1595                          STATION RECOVERY (1943)
 AN1595
 AN1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AN1595'RECOVERED IN GOOD CONDITION.
 AN1595
 AN1595                          STATION RECOVERY (1981)
 AN1595
 AN1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1595'IN KENEDY, AT THE JUNCTION OF GOLIAD STREET AND ST.  MARYS STREET, AT
 AN1595'THE CITY WATER TANK, IN TOP OF THE NORTH CORNER OF THE NORTHEAST LEG
 AN1595'FOUNDATION OF THE WESTERNMOST ONE OF TWO WATER TANKS.
 AN1595'THE MARK IS 0.76 M ABOVE THE GROUND.
 AN1595
 AN1595                          STATION RECOVERY (1987)
 AN1595
 AN1595'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0795 ***********************************************************************
 AW0795  DESIGNATION -  G 1250
 AW0795  PID         -  AW0795
 AW0795  STATE/COUNTY-  TX/HARRIS
 AW0795  USGS QUAD   -  ALDINE (1995)
 AW0795
 AW0795                         *CURRENT SURVEY CONTROL
 AW0795  ___________________________________________________________________
 AW0795* NAD 83(1986)-  29 56 16.     (N)    095 29 54.     (W)     SCALED    
 AW0795* NAVD 88     -        33.398  (meters)     109.57   (feet)  ADJUSTED  
 AW0795  ___________________________________________________________________
 AW0795  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW0795  DYNAMIC HT  -          33.353 (meters)     109.43  (feet)  COMP
 AW0795  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 AW0795
 AW0795  VERT ORDER  -  FIRST     CLASS II
 AW0795
 AW0795.The horizontal coordinates were scaled from a topographic map and have
 AW0795.an estimated accuracy of +/- 6 seconds.
 AW0795
 AW0795.The orthometric height was determined by differential leveling
 AW0795.and adjusted by the National Geodetic Survey in June 1991..
 AW0795
 AW0795.The geoid height was determined by GEOID03.
 AW0795
 AW0795.The dynamic height is computed by dividing the NAVD 88
 AW0795.geopotential number by the normal gravity value computed on the
 AW0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0795.degrees latitude (g = 980.6199 gals.).
 AW0795
 AW0795.The modeled gravity was interpolated from observed gravity values.
 AW0795
 AW0795;                    North         East    Units  Estimated Accuracy
 AW0795;SPC TXSC     - 4,238,290.      938,000.      MT  (+/- 180 meters Scaled)
 AW0795
 AW0795                          SUPERSEDED SURVEY CONTROL
 AW0795
 AW0795  NGVD 29 (12/23/87)   33.393  (m)          109.56   (f) ADJUSTED    1 2
 AW0795
 AW0795.Superseded values are not recommended for survey control.
 AW0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0795.See file dsdata.txt to determine how the superseded data were derived.
 AW0795
 AW0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP588145(NAD 83)
 AW0795_MARKER: DB = BENCH MARK DISK
 AW0795_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0795+WITH SETTING: PAVEMENT
 AW0795_SP_SET: TOWER LEG FOUNDATION
 AW0795_STAMPING: G 1250 1978
 AW0795_MARK LOGO: NGS   
 AW0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0795+STABILITY: SURFACE MOTION
 AW0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0795+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW0795
 AW0795  HISTORY     - Date     Condition        Report By
 AW0795  HISTORY     - 1978     MONUMENTED       NGS
 AW0795  HISTORY     - 1987     GOOD             NGS
 AW0795  HISTORY     - 20040712 GOOD             USPSQD
 AW0795  HISTORY     - 20051012 GOOD             USPSQD
 AW0795
 AW0795                          STATION DESCRIPTION
 AW0795
 AW0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0795'2.1 MI NE FROM NORTH HOUSTON.
 AW0795'0.8 MILE EAST ALONG THE FAIRBANKS AND NORTH HOUSTON ROAD FROM THE
 AW0795'CROSSING OF THE BURLINGTON AND ROCK ISLAND RAILROAD AT NORTH HOUSTON,
 AW0795'THENCE 0.3 MILE SOUTHEAST ALONG FARM ROAD 149, AND THENCE 1.0 MILE
 AW0795'NORTH ALONG BAMMELL ROAD.  SET IN TOP OF THE NORTHEAST LEG OF THE
 AW0795'SOUTH POWERLINE TOWER AT A POWERLINE CROSSING, 97 FEET WEST OF THE
 AW0795'CENTERLINE OF BAMMELL ROAD.
 AW0795
 AW0795                          STATION RECOVERY (1987)
 AW0795
 AW0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0795'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.4 KM (0.25
 AW0795'MI) SOUTHEAST ALONG STATE HIGHWAY 149 FROM ITS JUNCTION WITH
 AW0795'FAIRBANKS-NORTH HOUSTON ROAD IN NORTH HOUSTON, THENCE 1.7 KM (1.05 MI)
 AW0795'NORTHERLY ALONG BAMMEL-NORTH HOUSTON ROAD.
 AW0795
 AW0795                          STATION RECOVERY (2004)
 AW0795
 AW0795'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0795'RECOVERED IN GOOD CONDITION.
 AW0795
 AW0795                          STATION RECOVERY (2005)
 AW0795
 AW0795'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0795'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0291 ***********************************************************************
 AW0291  DESIGNATION -  G 1251
 AW0291  PID         -  AW0291
 AW0291  STATE/COUNTY-  TX/HARRIS
 AW0291  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0291
 AW0291                         *CURRENT SURVEY CONTROL
 AW0291  ___________________________________________________________________
 AW0291* NAD 83(1986)-  29 47 05.     (N)    095 34 04.     (W)     SCALED    
 AW0291* NAVD 88     -        24.247  (meters)      79.55   (feet)  ADJUSTED  
 AW0291  ___________________________________________________________________
 AW0291  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0291  DYNAMIC HT  -          24.214 (meters)      79.44  (feet)  COMP
 AW0291  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 AW0291
 AW0291  VERT ORDER  -  FIRST     CLASS II
 AW0291
 AW0291.The horizontal coordinates were scaled from a topographic map and have
 AW0291.an estimated accuracy of +/- 6 seconds.
 AW0291
 AW0291.The orthometric height was determined by differential leveling
 AW0291.and adjusted by the National Geodetic Survey in June 1991..
 AW0291
 AW0291.The geoid height was determined by GEOID03.
 AW0291
 AW0291.The dynamic height is computed by dividing the NAVD 88
 AW0291.geopotential number by the normal gravity value computed on the
 AW0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0291.degrees latitude (g = 980.6199 gals.).
 AW0291
 AW0291.The modeled gravity was interpolated from observed gravity values.
 AW0291
 AW0291;                    North         East    Units  Estimated Accuracy
 AW0291;SPC TXSC     - 4,221,140.      931,790.      MT  (+/- 180 meters Scaled)
 AW0291
 AW0291                          SUPERSEDED SURVEY CONTROL
 AW0291
 AW0291  NGVD 29 (12/23/87)   24.241  (m)           79.53   (f) ADJUSTED    1 2
 AW0291
 AW0291.Superseded values are not recommended for survey control.
 AW0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0291.See file dsdata.txt to determine how the superseded data were derived.
 AW0291
 AW0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN517976(NAD 83)
 AW0291_MARKER: I = METAL ROD
 AW0291_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0291_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0291_STAMPING: G 1251 1978
 AW0291_MARK LOGO: NGS   
 AW0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0291+STABILITY: POSITION/ELEVATION WELL
 AW0291
 AW0291  HISTORY     - Date     Condition        Report By
 AW0291  HISTORY     - 1978     MONUMENTED       NGS
 AW0291  HISTORY     - 1981     GOOD             NGS
 AW0291  HISTORY     - 1983     GOOD             NGS
 AW0291  HISTORY     - 1986     GOOD             NGS
 AW0291  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0291  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 AW0291  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0291
 AW0291                          STATION DESCRIPTION
 AW0291
 AW0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0291'4.5 MI EAST FROM ADDICKS.
 AW0291'4.5 MILES EAST ALONG MISSOURI KANSAS AND TEXAS RAILROAD FROM THE
 AW0291'RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, 0.25 MILES EAST OF
 AW0291'WEST BELT DRIVE, 192.5 FEET WEST OF BENCH MARK H 1251, 149 FEET
 AW0291'SOUTHWEST OF MILE POST 1071, 40 FEET SOUTH OF THE SOUTH RAIL, AND
 AW0291'42.5 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND ACCESS ROAD.
 AW0291'NOTE=THE SLEEVE DEPTH IS 40 FEET.
 AW0291
 AW0291                          STATION RECOVERY (1981)
 AW0291
 AW0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0291'RECOVERED IN GOOD CONDITION.
 AW0291
 AW0291                          STATION RECOVERY (1983)
 AW0291
 AW0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0291'RECOVERED IN GOOD CONDITION.  NOTE, NO WITNESS
 AW0291'POST WAS SET DUE TO MOWING IN THE AREA.
 AW0291
 AW0291                          STATION RECOVERY (1986)
 AW0291
 AW0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0291'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--2.4 M
 AW0291'(7.9 FT) SOUTHWEST OF THE MOST WESTERLY 1 OF 2 SUPPORT POLES OF A
 AW0291'BILLBOARD.
 AW0291
 AW0291                          STATION RECOVERY (1989)
 AW0291
 AW0291'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0291'MARK NOT FOUND.
 AW0291
 AW0291                          STATION RECOVERY (1994)
 AW0291
 AW0291'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0291'MARK NOT FOUND.
 AW0291
 AW0291                          STATION RECOVERY (2004)
 AW0291
 AW0291'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2431 ***********************************************************************
 AX2431  DESIGNATION -  G 1252
 AX2431  PID         -  AX2431
 AX2431  STATE/COUNTY-  TX/AUSTIN
 AX2431  USGS QUAD   -  REXVILLE (1981)
 AX2431
 AX2431                         *CURRENT SURVEY CONTROL
 AX2431  ___________________________________________________________________
 AX2431* NAD 83(1986)-  29 41 14.     (N)    096 07 47.     (W)     SCALED    
 AX2431* NAVD 88     -        43.32   (+/-2cm)     142.1    (feet)  VERTCON   
 AX2431  ___________________________________________________________________
 AX2431  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX2431
 AX2431  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2431
 AX2431.The horizontal coordinates were scaled from a topographic map and have
 AX2431.an estimated accuracy of +/- 6 seconds.
 AX2431
 AX2431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2431.The vertical order pertains to the NGVD 29 superseded value.
 AX2431
 AX2431.The geoid height was determined by GEOID03.
 AX2431
 AX2431;                    North         East    Units  Estimated Accuracy
 AX2431;SPC TXSC     - 4,208,870.      877,750.      MT  (+/- 180 meters Scaled)
 AX2431
 AX2431                          SUPERSEDED SURVEY CONTROL
 AX2431
 AX2431  NGVD 29 (??/??/92)   43.304  (m)          142.07   (f) ADJ UNCH    1 1
 AX2431
 AX2431.Superseded values are not recommended for survey control.
 AX2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2431.See file dsdata.txt to determine how the superseded data were derived.
 AX2431
 AX2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT777875(NAD 83)
 AX2431_MARKER: DB = BENCH MARK DISK
 AX2431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2431_STAMPING: G 1252 1978
 AX2431_MARK LOGO: NGS   
 AX2431_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AX2431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2431+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AX2431
 AX2431  HISTORY     - Date     Condition        Report By
 AX2431  HISTORY     - 1978     MONUMENTED       NGS
 AX2431  HISTORY     - 19780615 SEE DESCRIPTION  NGS
 AX2431  HISTORY     - 1988     GOOD             USPSQD
 AX2431  HISTORY     - 20040329 GOOD             USPSQD
 AX2431
 AX2431                          STATION DESCRIPTION
 AX2431
 AX2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AX2431'THE STATION IS LOCATED 6.7 MILES (10.8 KM) SOUTH ALONG THE GULF,
 AX2431'CLORADO AND SANTA FE RAILROAD FROM THE STATION AT SEALY.  ABOUT 0.85
 AX2431'MILE (1.37 KM) NORTH OF THE RAILRAID TRASTLE BRIDGE.  58 FT (17.7 M)
 AX2431'NORTHEAST OF THE NORTHEAST RAIL 15 FT (4.6 M) EAST OF A FENCE CORNER
 AX2431'POST, 12 FT (3.7 M) NORTHEAST OF A FENCE RUNNING NORTHWEST AND
 AX2431'SOUTHWEST.  DISK IS LEVEL WITH THE GROUND.  TO WHICH ACCESS IS TO BE
 AX2431'HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.  A DISK ON TOP OF A
 AX2431'COPPER-COATED STEEL ROD TO A DEPTH OF 36 FT (11.0 M) ENCASED IN A PIPE
 AX2431'PROJECTING P3 INCHE.  4 FT (1.2 M) BELOW THE TRACKS, 2 FT (0.6 M)
 AX2431'NORTH OF A WITNESS POST.
 AX2431
 AX2431                          STATION RECOVERY (1988)
 AX2431
 AX2431'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AX2431'RECOVERED IN GOOD CONDITION.
 AX2431
 AX2431                          STATION RECOVERY (2004)
 AX2431
 AX2431'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX2431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0319 ***********************************************************************
 AW0319  DESIGNATION -  G 1253
 AW0319  PID         -  AW0319
 AW0319  STATE/COUNTY-  TX/HARRIS
 AW0319  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0319
 AW0319                         *CURRENT SURVEY CONTROL
 AW0319  ___________________________________________________________________
 AW0319* NAD 83(1986)-  29 47 00.     (N)    095 26 43.     (W)     SCALED    
 AW0319* NAVD 88     -        19.339  (meters)      63.45   (feet)  ADJUSTED  
 AW0319  ___________________________________________________________________
 AW0319  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW0319  DYNAMIC HT  -          19.313 (meters)      63.36  (feet)  COMP
 AW0319  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0319
 AW0319  VERT ORDER  -  FIRST     CLASS II
 AW0319
 AW0319.The horizontal coordinates were scaled from a topographic map and have
 AW0319.an estimated accuracy of +/- 6 seconds.
 AW0319
 AW0319.The orthometric height was determined by differential leveling
 AW0319.and adjusted by the National Geodetic Survey in July 2002..
 AW0319
 AW0319.The geoid height was determined by GEOID03.
 AW0319
 AW0319.The dynamic height is computed by dividing the NAVD 88
 AW0319.geopotential number by the normal gravity value computed on the
 AW0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0319.degrees latitude (g = 980.6199 gals.).
 AW0319
 AW0319.The modeled gravity was interpolated from observed gravity values.
 AW0319
 AW0319;                    North         East    Units  Estimated Accuracy
 AW0319;SPC TXSC     - 4,221,340.      943,640.      MT  (+/- 180 meters Scaled)
 AW0319
 AW0319                          SUPERSEDED SURVEY CONTROL
 AW0319
 AW0319  NAVD 88 (06/15/91)   19.511  (m)           64.01   (f) UNKNOWN     1 2
 AW0319  NGVD 29 (12/23/87)   19.506  (m)           64.00   (f) ADJUSTED    1 2
 AW0319
 AW0319.Superseded values are not recommended for survey control.
 AW0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0319.See file dsdata.txt to determine how the superseded data were derived.
 AW0319
 AW0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN636972(NAD 83)
 AW0319_MARKER: I = METAL ROD
 AW0319_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0319_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0319_STAMPING: G 1253 1978
 AW0319_MARK LOGO: NGS   
 AW0319_PROJECTION: RECESSED 1 CENTIMETERS
 AW0319_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0319+STABILITY: POSITION/ELEVATION WELL
 AW0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0319+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0319_ROD/PIPE-DEPTH: 14.6 meters
 AW0319_SLEEVE-DEPTH  : 12.1 meters
 AW0319
 AW0319  HISTORY     - Date     Condition        Report By
 AW0319  HISTORY     - 1978     MONUMENTED       NGS
 AW0319  HISTORY     - 1981     GOOD             NGS
 AW0319  HISTORY     - 1983     GOOD             NGS
 AW0319  HISTORY     - 1986     GOOD             NGS
 AW0319  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0319  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0319  HISTORY     - 19931023 GOOD             USPSQD
 AW0319  HISTORY     - 19960204 GOOD             NGS
 AW0319
 AW0319                          STATION DESCRIPTION
 AW0319
 AW0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0319'5.9 MI WEST FROM HOUSTON.
 AW0319'5.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0319'SWITCH CONTROL BUILDING NUMBER 108 IN HOUSTON, AND THENCE 0.1 MILE
 AW0319'EAST-SOUTHEAST ALONG KATY ROAD.  SET IN THE MEDIUM FOR KATY ROAD,
 AW0319'32 FEET EAST OF BENCH MARK F 1253, 25.5 FEET SOUTH OF THE CENTERLINE
 AW0319'OF THE WEST BOUND LANES OF KATY ROAD, AND 21.5 FEET NORTH OF THE
 AW0319'CENTERLINE OF THE EAST BOUND LANES OF KATY ROAD.  SLEEVE DEPTH IS
 AW0319'40 FEET, MARK IS BELOW LEVEL OF THE GROUND, ACCESS TO WHICH CAN BE
 AW0319'HAD THROUGH A METAL LOGO CAP.
 AW0319
 AW0319                          STATION RECOVERY (1981)
 AW0319
 AW0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0319'RECOVERED IN GOOD CONDITION.
 AW0319
 AW0319                          STATION RECOVERY (1983)
 AW0319
 AW0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0319'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0319'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0319'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0319'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0319'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 9.3 KM (5.8 MI) WEST-NORTHWEST
 AW0319'ALONG THE RAILROAD, THENCE 0.2 KM (0.1 MI) EAST-SOUTHEAST ALONG KATY
 AW0319'ROAD TO THE MARK, IN THE MEDIAN, 9.7 METERS (32.0 FT) EAST OF BENCH
 AW0319'MARK F 1253, 7.7 METERS (25.5 FT) SOUTH OF THE CENTERLINE OF THE
 AW0319'WESTBOUND LANES OF THE ROAD, AND 6.5 METERS (21.5 FT) NORTH OF THE
 AW0319'CENTERLINE OF THE EASTBOUND LANES OF THE ROAD.  NOTE, THE ROD WAS
 AW0319'FOUND LOOSE AND WAS TIGHTENED ONE (1) FULL TURN THIS RECOVERY DATE.
 AW0319'THE MARK IS 0.3 M ABOVE ROAD.
 AW0319
 AW0319                          STATION RECOVERY (1986)
 AW0319
 AW0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0319'RECOVERED IN GOOD CONDITION.
 AW0319
 AW0319                          STATION RECOVERY (1987)
 AW0319
 AW0319'RECOVERY NOTE BY US POWER SQUADRON 1987 (UNK)
 AW0319'MARK NOT FOUND.
 AW0319
 AW0319                          STATION RECOVERY (1990)
 AW0319
 AW0319'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW0319'MARK NOT FOUND.
 AW0319
 AW0319                          STATION RECOVERY (1993)
 AW0319
 AW0319'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0319'RECOVERED IN GOOD CONDITION.
 AW0319
 AW0319                          STATION RECOVERY (1996)
 AW0319
 AW0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0319'1.7 KM (1.05 MI) WESTERLY ALONG KATY ROAD FROM THE JUNCTION OF
 AW0319'INTERSTATE HIGHWAY 10 IN HOUSTON, IN THE MEDIAN OF THE ROAD, 20.8 M
 AW0319'(68.2 FT) WEST OF BENCH MARK H 1253, 9.5 M (31.2 FT) EAST OF BENCH
 AW0319'MARK F 1253, 8.9 M (29.2 FT) EAST OF THE EXTENDED CENTER OF THE MOST
 AW0319'WESTERLY OF 3 DRIVEWAYS LEADING TO THE WALKER ZANGER BUILDING, 2.8 M
 AW0319'(9.2 FT) NORTH OF THE NORTH CURB OF THE EASTBOUND LANES OF THE ROAD,
 AW0319'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE
 AW0319'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1841 ***********************************************************************
 AW1841  DESIGNATION -  G 1254
 AW1841  PID         -  AW1841
 AW1841  STATE/COUNTY-  TX/HARRIS
 AW1841  USGS QUAD   -  WARREN LAKE (1980)
 AW1841
 AW1841                         *CURRENT SURVEY CONTROL
 AW1841  ___________________________________________________________________
 AW1841* NAD 83(1986)-  29 59 34.     (N)    095 45 18.     (W)     SCALED    
 AW1841* NAVD 88     -        50.147  (meters)     164.52   (feet)  ADJUSTED  
 AW1841  ___________________________________________________________________
 AW1841  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1841  DYNAMIC HT  -          50.079 (meters)     164.30  (feet)  COMP
 AW1841  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW1841
 AW1841  VERT ORDER  -  FIRST     CLASS II
 AW1841
 AW1841.The horizontal coordinates were scaled from a topographic map and have
 AW1841.an estimated accuracy of +/- 6 seconds.
 AW1841
 AW1841.The orthometric height was determined by differential leveling
 AW1841.and adjusted by the National Geodetic Survey in June 1991..
 AW1841
 AW1841.The geoid height was determined by GEOID03.
 AW1841
 AW1841.The dynamic height is computed by dividing the NAVD 88
 AW1841.geopotential number by the normal gravity value computed on the
 AW1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1841.degrees latitude (g = 980.6199 gals.).
 AW1841
 AW1841.The modeled gravity was interpolated from observed gravity values.
 AW1841
 AW1841;                    North         East    Units  Estimated Accuracy
 AW1841;SPC TXSC     - 4,243,670.      913,060.      MT  (+/- 180 meters Scaled)
 AW1841
 AW1841                          SUPERSEDED SURVEY CONTROL
 AW1841
 AW1841  NGVD 29 (12/23/87)   50.139  (m)          164.50   (f) ADJUSTED    1 2
 AW1841
 AW1841.Superseded values are not recommended for survey control.
 AW1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1841.See file dsdata.txt to determine how the superseded data were derived.
 AW1841
 AW1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP342211(NAD 83)
 AW1841_MARKER: I = METAL ROD
 AW1841_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1841_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1841_STAMPING: G 1254 1978
 AW1841_MARK LOGO: NGS   
 AW1841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1841+STABILITY: POSITION/ELEVATION WELL
 AW1841
 AW1841  HISTORY     - Date     Condition        Report By
 AW1841  HISTORY     - 1978     MONUMENTED       NGS
 AW1841  HISTORY     - 1981     GOOD             NGS
 AW1841  HISTORY     - 1986     GOOD             NGS
 AW1841  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1841  HISTORY     - 19940205 GOOD             USPSQD
 AW1841
 AW1841                          STATION DESCRIPTION
 AW1841
 AW1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1841'3.8 MI NW FROM CYPRESS.
 AW1841'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1841'CYPRESS SPRING ROAD IN CYPRESS, 0.2 MILE NORTHWEST OF A CROSSOVER
 AW1841'FOR THE HIGHWAY, 52 FEET NORTHWEST OF BENCH MARK F 1254, 49 FEET
 AW1841'NORTHEAST OF THE NORTHEAST RAIL, 46.5 FEET SOUTHWEST OF THE CENTER-
 AW1841'LINE OF THE EAST BOUND LANES OF THE HIGHWAY, AND 38.8 FEET EAST OF
 AW1841'A TELEPHONE POLE WITH 2 WHITE CROSSES PAINTED ON IT.  SLEEVE IS SET
 AW1841'TO A DEPTH OF 40 FEET.
 AW1841
 AW1841                          STATION RECOVERY (1981)
 AW1841
 AW1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1841'RECOVERED IN GOOD CONDITION.
 AW1841
 AW1841                          STATION RECOVERY (1986)
 AW1841
 AW1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1841'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--0.9 M
 AW1841'(3.0 FT) NORTHEAST OF A WITNESS POST.
 AW1841
 AW1841                          STATION RECOVERY (1990)
 AW1841
 AW1841'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1841'MARK NOT FOUND.
 AW1841
 AW1841                          STATION RECOVERY (1994)
 AW1841
 AW1841'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0114 ***********************************************************************
 AW0114  DESIGNATION -  G 1255
 AW0114  PID         -  AW0114
 AW0114  STATE/COUNTY-  TX/BRAZORIA
 AW0114  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW0114
 AW0114                         *CURRENT SURVEY CONTROL
 AW0114  ___________________________________________________________________
 AW0114* NAD 83(1986)-  29 02 20.     (N)    095 10 10.     (W)     SCALED    
 AW0114* NAVD 88     -         2.20   (+/-2cm)       7.2    (feet)  VERTCON   
 AW0114  ___________________________________________________________________
 AW0114  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AW0114
 AW0114  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0114
 AW0114.The horizontal coordinates were scaled from a topographic map and have
 AW0114.an estimated accuracy of +/- 6 seconds.
 AW0114
 AW0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0114.The vertical order pertains to the NGVD 29 superseded value.
 AW0114
 AW0114.The geoid height was determined by GEOID03.
 AW0114
 AW0114;                    North         East    Units  Estimated Accuracy
 AW0114;SPC TXSC     - 4,139,720.      972,990.      MT  (+/- 180 meters Scaled)
 AW0114
 AW0114                          SUPERSEDED SURVEY CONTROL
 AW0114
 AW0114  NGVD 29 (??/??/92)    2.205  (m)            7.23   (f) ADJ UNCH    1 1
 AW0114
 AW0114.Superseded values are not recommended for survey control.
 AW0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0114.See file dsdata.txt to determine how the superseded data were derived.
 AW0114
 AW0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN887142(NAD 83)
 AW0114_MARKER: DB = BENCH MARK DISK
 AW0114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0114_SP_SET: STAINLESS STEEL ROD
 AW0114_STAMPING: G 1255 1978
 AW0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0114
 AW0114  HISTORY     - Date     Condition        Report By
 AW0114  HISTORY     - 1978     MONUMENTED       NGS
 AW0114  HISTORY     - 1988     GOOD             USPSQD
 AW0114  HISTORY     - 1988     GOOD             USPSQD
 AW0114  HISTORY     - 1988     GOOD             USPSQD
 AW0114  HISTORY     - 1989     GOOD             USPSQD
 AW0114  HISTORY     - 1989     GOOD             USPSQD
 AW0114  HISTORY     - 1989     GOOD             USPSQD
 AW0114  HISTORY     - 1990     GOOD             USPSQD
 AW0114  HISTORY     - 19910518 GOOD             USPSQD
 AW0114  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 AW0114  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW0114  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW0114
 AW0114                          STATION DESCRIPTION
 AW0114
 AW0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0114'9.9 MI NE FROM SURFSIDE.
 AW0114'9.9 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION
 AW0114'OF STATE HIGHWAY 332 IN SURFSIDE, ALSO 4.0 MILES SOUTHWEST OF THE
 AW0114'SOUTHWEST END OF THE SAN LUIS PASS VACEK BRIDGE AND BM Y 1237,
 AW0114'SET BETWEEN TWO METAL WITNESS POST, 69 FT NORTHWEST OF THE CENTERLINE
 AW0114'OF THE ROADAY, 89 FT NORTHEAST OF A TELEPHONE CABLE JUNCTION
 AW0114'100 FT NORTHWEST OF A POWERLINE POLE.
 AW0114
 AW0114                          STATION RECOVERY (1988)
 AW0114
 AW0114'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0114'RECOVERED IN GOOD CONDITION.
 AW0114
 AW0114                          STATION RECOVERY (1988)
 AW0114
 AW0114'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0114'RECOVERED IN GOOD CONDITION.
 AW0114
 AW0114                          STATION RECOVERY (1988)
 AW0114
 AW0114'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0114'RECOVERED IN GOOD CONDITION.
 AW0114
 AW0114                          STATION RECOVERY (1989)
 AW0114
 AW0114'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0114'RECOVERED IN GOOD CONDITION.
 AW0114
 AW0114                          STATION RECOVERY (1989)
 AW0114
 AW0114'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0114'RECOVERED IN GOOD CONDITION.
 AW0114
 AW0114                          STATION RECOVERY (1989)
 AW0114
 AW0114'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0114'RECOVERED IN GOOD CONDITION.
 AW0114
 AW0114                          STATION RECOVERY (1990)
 AW0114
 AW0114'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0114'RECOVERED IN GOOD CONDITION.
 AW0114
 AW0114                          STATION RECOVERY (1991)
 AW0114
 AW0114'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0114'RECOVERED IN GOOD CONDITION.
 AW0114
 AW0114                          STATION RECOVERY (1996)
 AW0114
 AW0114'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0114'MARK NOT FOUND.
 AW0114
 AW0114                          STATION RECOVERY (2004)
 AW0114
 AW0114'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0114'MARK NOT FOUND.
 AW0114
 AW0114                          STATION RECOVERY (2005)
 AW0114
 AW0114'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0120 ***********************************************************************
 AM0120  DESIGNATION -  G 1256
 AM0120  PID         -  AM0120
 AM0120  STATE/COUNTY-  TX/MATAGORDA
 AM0120  USGS QUAD   -  BAY CITY (1972)
 AM0120
 AM0120                         *CURRENT SURVEY CONTROL
 AM0120  ___________________________________________________________________
 AM0120* NAD 83(1986)-  28 53 44.     (N)    095 57 18.     (W)     SCALED    
 AM0120* NAVD 88     -         9.68   (+/-2cm)      31.8    (feet)  VERTCON   
 AM0120  ___________________________________________________________________
 AM0120  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AM0120
 AM0120  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0120
 AM0120.The horizontal coordinates were scaled from a topographic map and have
 AM0120.an estimated accuracy of +/- 6 seconds.
 AM0120
 AM0120.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0120.The vertical order pertains to the NGVD 29 superseded value.
 AM0120
 AM0120.The geoid height was determined by GEOID03.
 AM0120
 AM0120;                    North         East    Units  Estimated Accuracy
 AM0120;SPC TXSC     - 4,121,590.      896,930.      MT  (+/- 180 meters Scaled)
 AM0120
 AM0120                          SUPERSEDED SURVEY CONTROL
 AM0120
 AM0120  NGVD 29 (??/??/92)    9.716  (m)           31.88   (f) ADJ UNCH    1 1
 AM0120
 AM0120.Superseded values are not recommended for survey control.
 AM0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0120.See file dsdata.txt to determine how the superseded data were derived.
 AM0120
 AM0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN118000(NAD 83)
 AM0120_MARKER: DB = BENCH MARK DISK
 AM0120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0120_SP_SET: STAINLESS STEEL ROD
 AM0120_STAMPING: G 1256 1978
 AM0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0120+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0120
 AM0120  HISTORY     - Date     Condition        Report By
 AM0120  HISTORY     - 1978     MONUMENTED       NGS
 AM0120  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0120  HISTORY     - 20060316 GOOD             USPSQD
 AM0120
 AM0120                          STATION DESCRIPTION
 AM0120
 AM0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0120'5.9 MI SOUTH FROM BAY CITY.
 AM0120'5.9 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE MISSOURI PACIFIC
 AM0120'RAILROAD STATION AT BAY CITY, 4.5 MILES NORTH OF WADSWORTH, 48 FT
 AM0120'EAST OF THE CENTER LINE OF THE HIGHWAY, MIDWAY BETWEEN TWO WITNESS
 AM0120'POST, 2 FT WEST OF A FENCE, DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF
 AM0120'28 FT.
 AM0120
 AM0120                          STATION RECOVERY (1998)
 AM0120
 AM0120'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0120'MARK NOT FOUND.
 AM0120
 AM0120                          STATION RECOVERY (2006)
 AM0120
 AM0120'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0120'FOUND AS DESCRIBED. GO TO N28 53 43.1 W095 57 16.8.  IT IS 2 FOOT
 AM0120'NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1831 ***********************************************************************
 AN1831  DESIGNATION -  G 1257
 AN1831  PID         -  AN1831
 AN1831  STATE/COUNTY-  TX/REFUGIO
 AN1831  USGS QUAD   -  MC FADDIN (1987)
 AN1831
 AN1831                         *CURRENT SURVEY CONTROL
 AN1831  ___________________________________________________________________
 AN1831* NAD 83(1986)-  28 30 29.     (N)    097 03 39.     (W)     SCALED    
 AN1831* NAVD 88     -        22.752  (meters)      74.65   (feet)  ADJUSTED  
 AN1831  ___________________________________________________________________
 AN1831  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1831  DYNAMIC HT  -          22.718 (meters)      74.53  (feet)  COMP
 AN1831  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 AN1831
 AN1831  VERT ORDER  -  FIRST     CLASS I
 AN1831
 AN1831.The horizontal coordinates were scaled from a topographic map and have
 AN1831.an estimated accuracy of +/- 6 seconds.
 AN1831
 AN1831.The orthometric height was determined by differential leveling
 AN1831.and adjusted by the National Geodetic Survey in June 1991..
 AN1831
 AN1831.The geoid height was determined by GEOID03.
 AN1831
 AN1831.The dynamic height is computed by dividing the NAVD 88
 AN1831.geopotential number by the normal gravity value computed on the
 AN1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1831.degrees latitude (g = 980.6199 gals.).
 AN1831
 AN1831.The modeled gravity was interpolated from observed gravity values.
 AN1831
 AN1831;                    North         East    Units  Estimated Accuracy
 AN1831;SPC TXSC     - 4,076,350.      789,820.      MT  (+/- 180 meters Scaled)
 AN1831
 AN1831                          SUPERSEDED SURVEY CONTROL
 AN1831
 AN1831  NGVD 29 (??/??/92)   22.895  (m)           75.11   (f) ADJ UNCH    1 1
 AN1831
 AN1831.Superseded values are not recommended for survey control.
 AN1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1831.See file dsdata.txt to determine how the superseded data were derived.
 AN1831
 AN1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS897550(NAD 83)
 AN1831_MARKER: DB = BENCH MARK DISK
 AN1831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1831_SP_SET: STAINLESS STEEL ROD
 AN1831_STAMPING: G 1257 1978
 AN1831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1831
 AN1831  HISTORY     - Date     Condition        Report By
 AN1831  HISTORY     - 1978     MONUMENTED       NGS
 AN1831
 AN1831                          STATION DESCRIPTION
 AN1831
 AN1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1831'4.4 MI SW FROM MCFADDIN.
 AN1831'4.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN1831'POST OFFICE AT MCFADDIN, 1.2 MILES SOUTHWEST OF THE Y-JUNCTION
 AN1831'OF STATE HIGHWAYS 77 AND 239 EAST, 49 FT SOUTHEAST OF THE CENTERLINE
 AN1831'OF STATE HIGHWAY 77, 98 FT SOUTHEAST OF THE SOUTHEAST RAIL, 2 FT
 AN1831'NORTHEAST OF A TELEGRAPH POLE, 1 FT NORTHWEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1826 ***********************************************************************
 AN1826  DESIGNATION -  G 1258
 AN1826  PID         -  AN1826
 AN1826  STATE/COUNTY-  TX/VICTORIA
 AN1826  USGS QUAD   -  BLOOMINGTON SW (1995)
 AN1826
 AN1826                         *CURRENT SURVEY CONTROL
 AN1826  ___________________________________________________________________
 AN1826* NAD 83(1986)-  28 33 57.     (N)    096 59 48.     (W)     SCALED    
 AN1826* NAVD 88     -        20.293  (meters)      66.58   (feet)  ADJUSTED  
 AN1826  ___________________________________________________________________
 AN1826  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1826  DYNAMIC HT  -          20.263 (meters)      66.48  (feet)  COMP
 AN1826  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 AN1826
 AN1826  VERT ORDER  -  FIRST     CLASS I
 AN1826
 AN1826.The horizontal coordinates were scaled from a topographic map and have
 AN1826.an estimated accuracy of +/- 6 seconds.
 AN1826
 AN1826.The orthometric height was determined by differential leveling
 AN1826.and adjusted by the National Geodetic Survey in June 1991..
 AN1826
 AN1826.The geoid height was determined by GEOID03.
 AN1826
 AN1826.The dynamic height is computed by dividing the NAVD 88
 AN1826.geopotential number by the normal gravity value computed on the
 AN1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1826.degrees latitude (g = 980.6199 gals.).
 AN1826
 AN1826.The modeled gravity was interpolated from observed gravity values.
 AN1826
 AN1826;                    North         East    Units  Estimated Accuracy
 AN1826;SPC TXSC     - 4,082,860.      795,990.      MT  (+/- 180 meters Scaled)
 AN1826
 AN1826                          SUPERSEDED SURVEY CONTROL
 AN1826
 AN1826  NGVD 29 (??/??/92)   20.428  (m)           67.02   (f) ADJ UNCH    1 1
 AN1826
 AN1826.Superseded values are not recommended for survey control.
 AN1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1826.See file dsdata.txt to determine how the superseded data were derived.
 AN1826
 AN1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS959615(NAD 83)
 AN1826_MARKER: DB = BENCH MARK DISK
 AN1826_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1826_SP_SET: STAINLESS STEEL ROD
 AN1826_STAMPING: G 1258 1978
 AN1826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1826
 AN1826  HISTORY     - Date     Condition        Report By
 AN1826  HISTORY     - 1978     MONUMENTED       NGS
 AN1826
 AN1826                          STATION DESCRIPTION
 AN1826
 AN1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1826'1.2 MI NE FROM MC FADDIN.
 AN1826'1.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 AN1826'THE POST OFFICE IN MC FADDIN, AT A GRAVELED ROAD CROSSING, 144
 AN1826'FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 39 FEET
 AN1826'NORTHWEST OF THE NORTHWEST RAIL, 2 FEET NORTHEAST OF A POWER LINE
 AN1826'POLE WITH THREE GUY WIRES ATTACHED, 2 FEET NORTHWEST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0072 ***********************************************************************
 AO0072  DESIGNATION -  G 126
 AO0072  PID         -  AO0072
 AO0072  STATE/COUNTY-  TX/LIVE OAK
 AO0072  USGS QUAD   -  THREE RIVERS (1984)
 AO0072
 AO0072                         *CURRENT SURVEY CONTROL
 AO0072  ___________________________________________________________________
 AO0072* NAD 83(1986)-  28 23 26.     (N)    098 09 09.     (W)     SCALED    
 AO0072* NAVD 88     -        52.398  (meters)     171.91   (feet)  ADJUSTED  
 AO0072  ___________________________________________________________________
 AO0072  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AO0072  DYNAMIC HT  -          52.320 (meters)     171.65  (feet)  COMP
 AO0072  MODELED GRAV-     979,165.4   (mgal)                       NAVD 88
 AO0072
 AO0072  VERT ORDER  -  SECOND    CLASS 0
 AO0072
 AO0072.The horizontal coordinates were scaled from a topographic map and have
 AO0072.an estimated accuracy of +/- 6 seconds.
 AO0072
 AO0072.The orthometric height was determined by differential leveling
 AO0072.and adjusted by the National Geodetic Survey in June 1991..
 AO0072
 AO0072.The geoid height was determined by GEOID03.
 AO0072
 AO0072.The dynamic height is computed by dividing the NAVD 88
 AO0072.geopotential number by the normal gravity value computed on the
 AO0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0072.degrees latitude (g = 980.6199 gals.).
 AO0072
 AO0072.The modeled gravity was interpolated from observed gravity values.
 AO0072
 AO0072;                    North         East    Units  Estimated Accuracy
 AO0072;SPC TXSC     - 4,062,060.      683,060.      MT  (+/- 180 meters Scaled)
 AO0072
 AO0072                          SUPERSEDED SURVEY CONTROL
 AO0072
 AO0072  NGVD 29 (??/??/92)   52.370  (m)          171.82   (f) ADJ UNCH    2 0
 AO0072
 AO0072.Superseded values are not recommended for survey control.
 AO0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0072.See file dsdata.txt to determine how the superseded data were derived.
 AO0072
 AO0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS830407(NAD 83)
 AO0072_MARKER: DB = BENCH MARK DISK
 AO0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0072_STAMPING: 171.853 G 126 1933
 AO0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0072+STABILITY: SURFACE MOTION
 AO0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0072+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2005
 AO0072
 AO0072  HISTORY     - Date     Condition        Report By
 AO0072  HISTORY     - 1933     MONUMENTED       CGS
 AO0072  HISTORY     - 1934     GOOD             NGS
 AO0072  HISTORY     - 20050128 GOOD             INDIV
 AO0072
 AO0072                          STATION DESCRIPTION
 AO0072
 AO0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0072'4.7 MI NW FROM GEORGE WEST.
 AO0072'4.7 MILES NORTHWEST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD
 AO0072'FROM GEORGE WEST, LIVE OAK COUNTY, AT IKE WEST, SOUTH OF A ROAD
 AO0072'CROSSING, 47 FEET WEST OF THE CENTERLINE OF THE TRACK, AND AT A FENCE
 AO0072'CORNER.  A STANDARD DISK, STAMPED 171.853 G 126 1933 AND SET IN THE
 AO0072'TOP OF A CONCRETE POST.
 AO0072
 AO0072                          STATION RECOVERY (2005)
 AO0072
 AO0072'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLM)
 AO0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0109 ***********************************************************************
 AO0109  DESIGNATION -  G 127
 AO0109  PID         -  AO0109
 AO0109  STATE/COUNTY-  TX/MCMULLEN
 AO0109  USGS QUAD   -  TILDEN (1968)
 AO0109
 AO0109                         *CURRENT SURVEY CONTROL
 AO0109  ___________________________________________________________________
 AO0109* NAD 83(1986)-  28 25 50.     (N)    098 34 51.     (W)     SCALED    
 AO0109* NAVD 88     -        77.918  (meters)     255.64   (feet)  ADJUSTED  
 AO0109  ___________________________________________________________________
 AO0109  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AO0109  DYNAMIC HT  -          77.802 (meters)     255.26  (feet)  COMP
 AO0109  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 AO0109
 AO0109  VERT ORDER  -  SECOND    CLASS 0
 AO0109
 AO0109.The horizontal coordinates were scaled from a topographic map and have
 AO0109.an estimated accuracy of +/- 6 seconds.
 AO0109
 AO0109.The orthometric height was determined by differential leveling
 AO0109.and adjusted by the National Geodetic Survey in June 1991..
 AO0109
 AO0109.The geoid height was determined by GEOID03.
 AO0109
 AO0109.The dynamic height is computed by dividing the NAVD 88
 AO0109.geopotential number by the normal gravity value computed on the
 AO0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0109.degrees latitude (g = 980.6199 gals.).
 AO0109
 AO0109.The modeled gravity was interpolated from observed gravity values.
 AO0109
 AO0109;                    North         East    Units  Estimated Accuracy
 AO0109;SPC TXSC     - 4,066,260.      641,060.      MT  (+/- 180 meters Scaled)
 AO0109
 AO0109                          SUPERSEDED SURVEY CONTROL
 AO0109
 AO0109  NGVD 29 (??/??/92)   77.884  (m)          255.52   (f) ADJ UNCH    2 0
 AO0109
 AO0109.Superseded values are not recommended for survey control.
 AO0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0109.See file dsdata.txt to determine how the superseded data were derived.
 AO0109
 AO0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS410449(NAD 83)
 AO0109_MARKER: DB = BENCH MARK DISK
 AO0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0109_STAMPING: 255.505 G 127 1933
 AO0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0109+STABILITY: SURFACE MOTION
 AO0109
 AO0109  HISTORY     - Date     Condition        Report By
 AO0109  HISTORY     - 1933     MONUMENTED       CGS
 AO0109  HISTORY     - 1941     GOOD             NGS
 AO0109
 AO0109                          STATION DESCRIPTION
 AO0109
 AO0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AO0109'3.1 MI SW FROM TILDEN.
 AO0109'3.1 MILES SOUTHWEST ALONG THE ROAD LEADING TO FOWLERTON FROM TILDEN,
 AO0109'MCMULLEN COUNTY, AT A CATTLEGUARD CROSSING, 30 FEET NORTH OF THE
 AO0109'CENTERLINE OF THE ROAD, AND AT A FENCE LINE.  A STANDARD DISK, STAMPED
 AO0109'255.505 G 127 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0079 ***********************************************************************
 AH0079  DESIGNATION -  G 1271
 AH0079  PID         -  AH0079
 AH0079  STATE/COUNTY-  TX/NUECES
 AH0079  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0079
 AH0079                         *CURRENT SURVEY CONTROL
 AH0079  ___________________________________________________________________
 AH0079* NAD 83(1986)-  27 47 12.     (N)    097 24 36.     (W)     SCALED    
 AH0079* NAVD 88     -        11.836  (meters)      38.83   (feet)  ADJUSTED  
 AH0079  ___________________________________________________________________
 AH0079  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH0079  DYNAMIC HT  -          11.818 (meters)      38.77  (feet)  COMP
 AH0079  MODELED GRAV-     979,128.0   (mgal)                       NAVD 88
 AH0079
 AH0079  VERT ORDER  -  FIRST     CLASS I
 AH0079
 AH0079.The horizontal coordinates were scaled from a topographic map and have
 AH0079.an estimated accuracy of +/- 6 seconds.
 AH0079
 AH0079.The orthometric height was determined by differential leveling
 AH0079.and adjusted by the National Geodetic Survey in December 1997..
 AH0079
 AH0079.The geoid height was determined by GEOID03.
 AH0079
 AH0079.The dynamic height is computed by dividing the NAVD 88
 AH0079.geopotential number by the normal gravity value computed on the
 AH0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0079.degrees latitude (g = 980.6199 gals.).
 AH0079
 AH0079.The modeled gravity was interpolated from observed gravity values.
 AH0079
 AH0079;                    North         East    Units  Estimated Accuracy
 AH0079;SPC TX S     - 5,235,350.      407,420.      MT  (+/- 180 meters Scaled)
 AH0079
 AH0079                          SUPERSEDED SURVEY CONTROL
 AH0079
 AH0079  NAVD 88 (06/15/91)   11.854  (m)           38.89   (f) UNKNOWN     1 1
 AH0079
 AH0079.Superseded values are not recommended for survey control.
 AH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0079.See file dsdata.txt to determine how the superseded data were derived.
 AH0079
 AH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR566745(NAD 83)
 AH0079_MARKER: DV = VERTICAL CONTROL DISK
 AH0079_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH0079_SP_SET: PIER
 AH0079_STAMPING: G 1271 1978
 AH0079_MARK LOGO: NGS   
 AH0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0079+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AH0079
 AH0079  HISTORY     - Date     Condition        Report By
 AH0079  HISTORY     - 1978     MONUMENTED       NGS
 AH0079  HISTORY     - 19970209 GOOD             NGS
 AH0079
 AH0079                          STATION DESCRIPTION
 AH0079
 AH0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0079'IN CORPUS CHRISTI.
 AH0079'AT CORPUS CHRISTI, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 AH0079'STATE HIGHWAYS 44 AND 286, SET VERTICALLY IN THE MOST WESTERLY 1 OF
 AH0079'6 CONCRETE PIERS OF HIGHWAY 286 OVERPASS, 36 FEET SOUTH OF THE
 AH0079'CENTERLINE OF THE EASTBOUND LANE OF HIGHWAY 44.
 AH0079
 AH0079                          STATION RECOVERY (1997)
 AH0079
 AH0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0079'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 286 AND AGNES
 AH0079'STREET, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY OF 3
 AH0079'CONCRETE COLUMNS OF THE 2ND PIER NORTH OF THE SOUTH ABUTMENT OF THE
 AH0079'SOUTHBOUND HIGHWAY OVERPASS OF THE STREET, 12.4 M (40.7 FT) SOUTH OF
 AH0079'THE STREET CENTERLINE, 5.8 M (19.0 FT) WEST OF THE HIGHWAY CENTER, AND
 AH0079'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0016 ***********************************************************************
 AH0016  DESIGNATION -  G 1272
 AH0016  PID         -  AH0016
 AH0016  STATE/COUNTY-  TX/NUECES
 AH0016  USGS QUAD   -  ROBSTOWN (1975)
 AH0016
 AH0016                         *CURRENT SURVEY CONTROL
 AH0016  ___________________________________________________________________
 AH0016* NAD 83(1986)-  27 51 22.     (N)    097 37 51.     (W)     SCALED    
 AH0016* NAVD 88     -        24.797  (meters)      81.35   (feet)  ADJUSTED  
 AH0016  ___________________________________________________________________
 AH0016  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH0016  DYNAMIC HT  -          24.760 (meters)      81.23  (feet)  COMP
 AH0016  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 AH0016
 AH0016  VERT ORDER  -  FIRST     CLASS I
 AH0016
 AH0016.The horizontal coordinates were scaled from a topographic map and have
 AH0016.an estimated accuracy of +/- 6 seconds.
 AH0016
 AH0016.The orthometric height was determined by differential leveling
 AH0016.and adjusted by the National Geodetic Survey in June 1991..
 AH0016
 AH0016.The geoid height was determined by GEOID03.
 AH0016
 AH0016.The dynamic height is computed by dividing the NAVD 88
 AH0016.geopotential number by the normal gravity value computed on the
 AH0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0016.degrees latitude (g = 980.6199 gals.).
 AH0016
 AH0016.The modeled gravity was interpolated from observed gravity values.
 AH0016
 AH0016;                    North         East    Units  Estimated Accuracy
 AH0016;SPC TX S     - 5,242,880.      385,610.      MT  (+/- 180 meters Scaled)
 AH0016
 AH0016                          SUPERSEDED SURVEY CONTROL
 AH0016
 AH0016  NGVD 29 (??/??/92)   24.941  (m)           81.83   (f) ADJ UNCH    1 1
 AH0016
 AH0016.Superseded values are not recommended for survey control.
 AH0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0016.See file dsdata.txt to determine how the superseded data were derived.
 AH0016
 AH0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR348820(NAD 83)
 AH0016_MARKER: DB = BENCH MARK DISK
 AH0016_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0016_SP_SET: STAINLESS STEEL ROD
 AH0016_STAMPING: G 1272 1978
 AH0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0016
 AH0016  HISTORY     - Date     Condition        Report By
 AH0016  HISTORY     - 1978     MONUMENTED       NGS
 AH0016  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0016
 AH0016                          STATION DESCRIPTION
 AH0016
 AH0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0016'IN FIVE POINTS.
 AH0016'AT FIVE POINTS, AT THE JUNCTION OF UP RIVER ROAD, HEARN ROAD AND
 AH0016'U. S. HIGHWAY 77, 100 FEET WEST OF THE CENTER OF UP RIVER ROAD,
 AH0016'66 FEET NORTH OF THE CENTER OF HEARN ROAD, 30 FEET EAST OF THE
 AH0016'CENTER OF THE NORTH BOUND LANE OF THE HIGHWAY AND 1 FOOT NORTH
 AH0016'OF A UTILITY POLE.
 AH0016
 AH0016                          STATION RECOVERY (2001)
 AH0016
 AH0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0016'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0106 ***********************************************************************
 AW0106  DESIGNATION -  G 1273
 AW0106  PID         -  AW0106
 AW0106  STATE/COUNTY-  TX/BRAZORIA
 AW0106  USGS QUAD   -  BRAZORIA (1952)
 AW0106
 AW0106                         *CURRENT SURVEY CONTROL
 AW0106  ___________________________________________________________________
 AW0106* NAD 83(1986)-  29 00 29.     (N)    095 32 36.     (W)     SCALED    
 AW0106* NAVD 88     -         6.02   (+/-2cm)      19.8    (feet)  VERTCON   
 AW0106  ___________________________________________________________________
 AW0106  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW0106
 AW0106  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0106
 AW0106.The horizontal coordinates were scaled from a topographic map and have
 AW0106.an estimated accuracy of +/- 6 seconds.
 AW0106
 AW0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0106.The vertical order pertains to the NGVD 29 superseded value.
 AW0106
 AW0106.The geoid height was determined by GEOID03.
 AW0106
 AW0106;                    North         East    Units  Estimated Accuracy
 AW0106;SPC TXSC     - 4,135,170.      936,700.      MT  (+/- 180 meters Scaled)
 AW0106
 AW0106                          SUPERSEDED SURVEY CONTROL
 AW0106
 AW0106  NGVD 29 (??/??/92)    6.038  (m)           19.81   (f) ADJ UNCH    1 1
 AW0106
 AW0106.Superseded values are not recommended for survey control.
 AW0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0106.See file dsdata.txt to determine how the superseded data were derived.
 AW0106
 AW0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN522115(NAD 83)
 AW0106_MARKER: DB = BENCH MARK DISK
 AW0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0106_SP_SET: MULTI-BOX CULVERT
 AW0106_STAMPING: G 1273 1978
 AW0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0106
 AW0106  HISTORY     - Date     Condition        Report By
 AW0106  HISTORY     - 1978     MONUMENTED       NGS
 AW0106  HISTORY     - 1987     GOOD             USPSQD
 AW0106  HISTORY     - 1989     GOOD             USPSQD
 AW0106  HISTORY     - 19940416 GOOD             USPSQD
 AW0106  HISTORY     - 20010428 MARK NOT FOUND   USPSQD
 AW0106
 AW0106                          STATION DESCRIPTION
 AW0106
 AW0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0106'3.0 MI SE FROM BRAZORIA.
 AW0106'3.0 MILES SOUTHEAST ALONG HIGHWAY 36 FROM THE RAILROAD CROSSING
 AW0106'IN BRAZORIA, SET IN TOP AND 1 FT. SOUTHEAST OF THE NORTHWEST END OF
 AW0106'THE SOUTHWEST HEADWALL OF A MULTI-BOX CULVERT, 39 FT. SOUTHWEST OF THE
 AW0106'CENTER LINE OF HIGHWAY 36.
 AW0106
 AW0106                          STATION RECOVERY (1987)
 AW0106
 AW0106'RECOVERY NOTE BY US POWER SQUADRON 1987 (HFG)
 AW0106'RECOVERED IN GOOD CONDITION.
 AW0106
 AW0106                          STATION RECOVERY (1989)
 AW0106
 AW0106'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW0106'RECOVERED IN GOOD CONDITION.
 AW0106
 AW0106                          STATION RECOVERY (1994)
 AW0106
 AW0106'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0106'RECOVERED IN GOOD CONDITION.
 AW0106
 AW0106                          STATION RECOVERY (2001)
 AW0106
 AW0106'RECOVERY NOTE BY US POWER SQUADRON 2001
 AW0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0011 ***********************************************************************
 AW0011  DESIGNATION -  G 1274
 AW0011  PID         -  AW0011
 AW0011  STATE/COUNTY-  TX/BRAZORIA
 AW0011  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0011
 AW0011                         *CURRENT SURVEY CONTROL
 AW0011  ___________________________________________________________________
 AW0011* NAD 83(1986)-  29 12 27.     (N)    095 14 38.     (W)     SCALED    
 AW0011* NAVD 88     -         5.01   (+/-2cm)      16.4    (feet)  VERTCON   
 AW0011  ___________________________________________________________________
 AW0011  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW0011
 AW0011  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0011
 AW0011.The horizontal coordinates were scaled from a topographic map and have
 AW0011.an estimated accuracy of +/- 6 seconds.
 AW0011
 AW0011.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0011.The vertical order pertains to the NGVD 29 superseded value.
 AW0011
 AW0011.The geoid height was determined by GEOID03.
 AW0011
 AW0011;                    North         East    Units  Estimated Accuracy
 AW0011;SPC TXSC     - 4,158,160.      965,150.      MT  (+/- 180 meters Scaled)
 AW0011
 AW0011                          SUPERSEDED SURVEY CONTROL
 AW0011
 AW0011  NGVD 29 (??/??/92)    5.010  (m)           16.44   (f) ADJ UNCH    1 1
 AW0011
 AW0011.Superseded values are not recommended for survey control.
 AW0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0011.See file dsdata.txt to determine how the superseded data were derived.
 AW0011
 AW0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN818330(NAD 83)
 AW0011_MARKER: DB = BENCH MARK DISK
 AW0011_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0011_SP_SET: STAINLESS STEEL ROD
 AW0011_STAMPING: G 1274 1978
 AW0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0011+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0011
 AW0011  HISTORY     - Date     Condition        Report By
 AW0011  HISTORY     - 1978     MONUMENTED       NGS
 AW0011  HISTORY     - 20040319 GOOD             USPSQD
 AW0011
 AW0011                          STATION DESCRIPTION
 AW0011
 AW0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0011'7.6 MI SE FROM LIVERPOOL.
 AW0011'7.6 MILES SOUTHEAST ALONG A PAVED ROAD, TURNING TO SHELL ROA,D FROM
 AW0011'THE POST OFFICE IN LIVERPOOL, TO THE JUNCTION OF A FIELD ENTRANCE
 AW0011'ROAD, 29 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 12.5 FEET NORTHEAST
 AW0011'OF THE CENTER OF THE FIELD ROAD, 1 FOOT NORTHWEST OF A WIRE FENCE
 AW0011'.
 AW0011
 AW0011                          STATION RECOVERY (2004)
 AW0011
 AW0011'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1944 ***********************************************************************
 AW1944  DESIGNATION -  G 1276
 AW1944  PID         -  AW1944
 AW1944  STATE/COUNTY-  TX/HARRIS
 AW1944  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1944
 AW1944                         *CURRENT SURVEY CONTROL
 AW1944  ___________________________________________________________________
 AW1944* NAD 83(1986)-  29 35 31.     (N)    095 10 07.     (W)     SCALED    
 AW1944* NAVD 88     -         7.925  (meters)      26.00   (feet)  ADJUSTED  
 AW1944  ___________________________________________________________________
 AW1944  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1944  DYNAMIC HT  -           7.914 (meters)      25.96  (feet)  COMP
 AW1944  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW1944
 AW1944  VERT ORDER  -  FIRST     CLASS II
 AW1944
 AW1944.The horizontal coordinates were scaled from a topographic map and have
 AW1944.an estimated accuracy of +/- 6 seconds.
 AW1944
 AW1944.The orthometric height was determined by differential leveling
 AW1944.and adjusted by the National Geodetic Survey in June 1991..
 AW1944
 AW1944.The geoid height was determined by GEOID03.
 AW1944
 AW1944.The dynamic height is computed by dividing the NAVD 88
 AW1944.geopotential number by the normal gravity value computed on the
 AW1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1944.degrees latitude (g = 980.6199 gals.).
 AW1944
 AW1944.The modeled gravity was interpolated from observed gravity values.
 AW1944
 AW1944;                    North         East    Units  Estimated Accuracy
 AW1944;SPC TXSC     - 4,200,980.      971,070.      MT  (+/- 180 meters Scaled)
 AW1944
 AW1944                          SUPERSEDED SURVEY CONTROL
 AW1944
 AW1944  NGVD 29 (12/23/87)    7.922  (m)           25.99   (f) ADJUSTED    1 2
 AW1944
 AW1944.Superseded values are not recommended for survey control.
 AW1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1944.See file dsdata.txt to determine how the superseded data were derived.
 AW1944
 AW1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN899755(NAD 83)
 AW1944_MARKER: I = METAL ROD
 AW1944_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1944_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1944_STAMPING: G 1276 1978
 AW1944_MARK LOGO: NGS   
 AW1944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1944+STABILITY: POSITION/ELEVATION WELL
 AW1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1944+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AW1944
 AW1944  HISTORY     - Date     Condition        Report By
 AW1944  HISTORY     - 1978     MONUMENTED       NGS
 AW1944  HISTORY     - 1981     GOOD             NGS
 AW1944  HISTORY     - 1985     GOOD             USPSQD
 AW1944  HISTORY     - 1986     GOOD             NGS
 AW1944  HISTORY     - 1987     GOOD             USPSQD
 AW1944  HISTORY     - 1987     GOOD             USPSQD
 AW1944  HISTORY     - 1987     GOOD             USPSQD
 AW1944  HISTORY     - 1987     GOOD             USPSQD
 AW1944  HISTORY     - 1987     GOOD             USPSQD
 AW1944  HISTORY     - 1987     GOOD             USPSQD
 AW1944  HISTORY     - 1987     GOOD             USPSQD
 AW1944  HISTORY     - 1987     GOOD             USPSQD
 AW1944  HISTORY     - 1987     GOOD             USPSQD
 AW1944  HISTORY     - 1987     POOR             USPSQD
 AW1944  HISTORY     - 19870405 GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1988     GOOD             USPSQD
 AW1944  HISTORY     - 1989     GOOD             USPSQD
 AW1944  HISTORY     - 1989     GOOD             USPSQD
 AW1944  HISTORY     - 1989     GOOD             USPSQD
 AW1944  HISTORY     - 1989     GOOD             USPSQD
 AW1944  HISTORY     - 1989     GOOD             USPSQD
 AW1944  HISTORY     - 1989     GOOD             USPSQD
 AW1944  HISTORY     - 1989     GOOD             USPSQD
 AW1944  HISTORY     - 1989     GOOD             USPSQD
 AW1944  HISTORY     - 1989     GOOD             USPSQD
 AW1944  HISTORY     - 1989     GOOD             USPSQD
 AW1944  HISTORY     - 1989     GOOD             USPSQD
 AW1944  HISTORY     - 1989     GOOD             USPSQD
 AW1944  HISTORY     - 1989     GOOD             USPSQD
 AW1944  HISTORY     - 1990     GOOD             USPSQD
 AW1944  HISTORY     - 1990     GOOD             USPSQD
 AW1944  HISTORY     - 19940219 GOOD             USPSQD
 AW1944  HISTORY     - 20000124 GOOD             USPSQD
 AW1944  HISTORY     - 20010331 GOOD             NGS
 AW1944  HISTORY     - 20050828 GOOD             USPSQD
 AW1944
 AW1944                          STATION DESCRIPTION
 AW1944
 AW1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1944'4.7 MI NW FROM WEBSTER.
 AW1944'ABOUT 4.7 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1944'NASA 1 HIGHWAY IN WEBSTER, 66 FEET NORTHWEST OF H 1276, 82 FEET
 AW1944'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 10 FEET SOUTHWEST OF
 AW1944'THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON AND HENDERSON RAILROAD.
 AW1944'THE SLEEVE IS 30 FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1944
 AW1944                          STATION RECOVERY (1981)
 AW1944
 AW1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1985)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1986)
 AW1944
 AW1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1987)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1987)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1987)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1987)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1987)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1987)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1987)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1987)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1987)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1987)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1944'MARK RECOVERED IN POOR CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1987)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1988)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1989)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1989)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1989)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1989)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1989)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1989)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1989)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1989)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1989)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1989)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1989)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1989)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1989)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1990)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1990)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (1994)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (2000)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1944'RECOVERED IN GOOD CONDITION.
 AW1944
 AW1944                          STATION RECOVERY (2001)
 AW1944
 AW1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1944'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1944
 AW1944                          STATION RECOVERY (2005)
 AW1944
 AW1944'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1944'FOUND THE MARK AS DESCRIBED. PAINTED WHITE SPOT ON THE RAILROAD TRACK
 AW1944'TO MAKE IT EASY TO FIND NEXT YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1951 ***********************************************************************
 AW1951  DESIGNATION -  G 1277
 AW1951  PID         -  AW1951
 AW1951  STATE/COUNTY-  TX/HARRIS
 AW1951  USGS QUAD   -  LA PORTE (1982)
 AW1951
 AW1951                         *CURRENT SURVEY CONTROL
 AW1951  ___________________________________________________________________
 AW1951* NAD 83(1986)-  29 42 50.     (N)    095 05 24.     (W)     SCALED    
 AW1951* NAVD 88     -         8.056  (meters)      26.43   (feet)  ADJUSTED  
 AW1951  ___________________________________________________________________
 AW1951  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1951  DYNAMIC HT  -           8.045 (meters)      26.39  (feet)  COMP
 AW1951  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 AW1951
 AW1951  VERT ORDER  -  FIRST     CLASS II
 AW1951
 AW1951.The horizontal coordinates were scaled from a topographic map and have
 AW1951.an estimated accuracy of +/- 6 seconds.
 AW1951
 AW1951.The orthometric height was determined by differential leveling
 AW1951.and adjusted by the National Geodetic Survey in June 1991..
 AW1951
 AW1951.The geoid height was determined by GEOID03.
 AW1951
 AW1951.The dynamic height is computed by dividing the NAVD 88
 AW1951.geopotential number by the normal gravity value computed on the
 AW1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1951.degrees latitude (g = 980.6199 gals.).
 AW1951
 AW1951.The modeled gravity was interpolated from observed gravity values.
 AW1951
 AW1951;                    North         East    Units  Estimated Accuracy
 AW1951;SPC TXSC     - 4,214,740.      978,230.      MT  (+/- 180 meters Scaled)
 AW1951
 AW1951                          SUPERSEDED SURVEY CONTROL
 AW1951
 AW1951  NGVD 29 (12/23/87)    8.053  (m)           26.42   (f) ADJUSTED    1 2
 AW1951
 AW1951.Superseded values are not recommended for survey control.
 AW1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1951.See file dsdata.txt to determine how the superseded data were derived.
 AW1951
 AW1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN978889(NAD 83)
 AW1951_MARKER: DB = BENCH MARK DISK
 AW1951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1951_SP_SET: STAINLESS STEEL ROD
 AW1951_STAMPING: G 1277 1978
 AW1951_MARK LOGO: NGS   
 AW1951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1951
 AW1951  HISTORY     - Date     Condition        Report By
 AW1951  HISTORY     - 1978     MONUMENTED       NGS
 AW1951  HISTORY     - 1986     GOOD             NGS
 AW1951  HISTORY     - 1989     GOOD             USPSQD
 AW1951  HISTORY     - 19970927 GOOD             USPSQD
 AW1951  HISTORY     - 19970929 GOOD             USPSQD
 AW1951  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1951  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW1951  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 AW1951
 AW1951                          STATION DESCRIPTION
 AW1951
 AW1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1951'7.7 MI NW FROM LA PORTE.
 AW1951'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW1951'SCHOOL IN LA PORTE, THENCE 4.3 MILES WEST ALONG STATE HIGHWAY 225,
 AW1951'AND THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 134, 61.5 FEET WEST OF
 AW1951'THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTH OF THE CENTERLINE OF A
 AW1951'SHELL ROAD WITH A GATE LEADING TO A RADIO TOWER, 4 FEET NORTH OF THE
 AW1951'NORTH END OF A CATTLE GUARD, AND 1.5 FEET WEST OF A FENCE.
 AW1951
 AW1951                          STATION RECOVERY (1986)
 AW1951
 AW1951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1951'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE, ADD
 AW1951'WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW1951'LOGO CAP.
 AW1951'THE MARK IS 0.25 METERS  S FROM  A WITNESS POST
 AW1951
 AW1951                          STATION RECOVERY (1989)
 AW1951
 AW1951'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1951'RECOVERED IN GOOD CONDITION.
 AW1951
 AW1951                          STATION RECOVERY (1997)
 AW1951
 AW1951'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1951'RECOVERED IN GOOD CONDITION.
 AW1951
 AW1951                          STATION RECOVERY (1997)
 AW1951
 AW1951'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1951'RECOVERED IN GOOD CONDITION.
 AW1951
 AW1951                          STATION RECOVERY (2001)
 AW1951
 AW1951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1951'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1951
 AW1951                          STATION RECOVERY (2004)
 AW1951
 AW1951'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1951'NO CATTLE GUARD, NO FENCE, HIGHWAY HAS BEEN WIDENED, GPS AND METAL
 AW1951'DETECTOR COULD NOT FIND THE MARK.
 AW1951
 AW1951                          STATION RECOVERY (2005)
 AW1951
 AW1951'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1951'THE HIGHWAY HAS BEEN CHANGED HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2308 ***********************************************************************
 AW2308  DESIGNATION -  G 1279
 AW2308  PID         -  AW2308
 AW2308  STATE/COUNTY-  TX/HARRIS
 AW2308  USGS QUAD   -  BELLAIRE (1995)
 AW2308
 AW2308                         *CURRENT SURVEY CONTROL
 AW2308  ___________________________________________________________________
 AW2308* NAD 83(1986)-  29 40 30.     (N)    095 22 56.     (W)     SCALED    
 AW2308* NAVD 88     -        13.866  (meters)      45.49   (feet)  ADJUSTED  
 AW2308  ___________________________________________________________________
 AW2308  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW2308  DYNAMIC HT  -          13.847 (meters)      45.43  (feet)  COMP
 AW2308  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 AW2308
 AW2308  VERT ORDER  -  FIRST     CLASS II
 AW2308
 AW2308.The horizontal coordinates were scaled from a topographic map and have
 AW2308.an estimated accuracy of +/- 6 seconds.
 AW2308
 AW2308.The orthometric height was determined by differential leveling
 AW2308.and adjusted by the National Geodetic Survey in June 1991..
 AW2308
 AW2308.The geoid height was determined by GEOID03.
 AW2308
 AW2308.The dynamic height is computed by dividing the NAVD 88
 AW2308.geopotential number by the normal gravity value computed on the
 AW2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2308.degrees latitude (g = 980.6199 gals.).
 AW2308
 AW2308.The modeled gravity was interpolated from observed gravity values.
 AW2308
 AW2308;                    North         East    Units  Estimated Accuracy
 AW2308;SPC TXSC     - 4,209,520.      950,100.      MT  (+/- 180 meters Scaled)
 AW2308
 AW2308                          SUPERSEDED SURVEY CONTROL
 AW2308
 AW2308  NGVD 29 (12/23/87)   13.862  (m)           45.48   (f) ADJUSTED    1 2
 AW2308
 AW2308.Superseded values are not recommended for survey control.
 AW2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2308.See file dsdata.txt to determine how the superseded data were derived.
 AW2308
 AW2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN694851(NAD 83)
 AW2308_MARKER: DB = BENCH MARK DISK
 AW2308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2308_SP_SET: STAINLESS STEEL ROD
 AW2308_STAMPING: G 1279 1978
 AW2308_MARK LOGO: NGS   
 AW2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2308
 AW2308  HISTORY     - Date     Condition        Report By
 AW2308  HISTORY     - 1978     MONUMENTED       NGS
 AW2308  HISTORY     - 1986     GOOD             NGS
 AW2308  HISTORY     - 1990     GOOD             USPSQD
 AW2308  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 AW2308  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW2308
 AW2308                          STATION DESCRIPTION
 AW2308
 AW2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2308'3.2 MI SW FROM HOUSTON.
 AW2308'ABOUT 3.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AW2308'THE CROSSING OF SOUTH PARK BOULEVARD IN HOUSTON.  SET AT THE HOLMES
 AW2308'ROAD OVERPASS OF STATE HIGHWAY 288 (NOW UNDER CONSTRUCTION), 240
 AW2308'FEET SOUTHWEST OF THE EXTENDED CENTERLINE OF BASSETT STREET, 48 FEET
 AW2308'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 22.5 FEET NORTHWEST
 AW2308'OF THE CENTERLINE OF HOLMES ROAD, AND 2 FEET WEST OF THE SECOND
 AW2308'PILLAR WEST OF A ROW OF 12, NORTH OF THE ROAD.
 AW2308
 AW2308                          STATION RECOVERY (1986)
 AW2308
 AW2308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2308'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW2308'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 AW2308
 AW2308                          STATION RECOVERY (1990)
 AW2308
 AW2308'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2308'RECOVERED IN GOOD CONDITION.
 AW2308
 AW2308                          STATION RECOVERY (1993)
 AW2308
 AW2308'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2308'MARK NOT FOUND.
 AW2308
 AW2308                          STATION RECOVERY (2004)
 AW2308
 AW2308'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0244 ***********************************************************************
 AO0244  DESIGNATION -  G 128
 AO0244  PID         -  AO0244
 AO0244  STATE/COUNTY-  TX/LA SALLE
 AO0244  USGS QUAD   -  MILLETT (1974)
 AO0244
 AO0244                         *CURRENT SURVEY CONTROL
 AO0244  ___________________________________________________________________
 AO0244* NAD 83(1986)-  28 30 51.     (N)    099 11 56.     (W)     SCALED    
 AO0244* NAVD 88     -       168.054  (meters)     551.36   (feet)  ADJUSTED  
 AO0244  ___________________________________________________________________
 AO0244  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AO0244  DYNAMIC HT  -         167.803 (meters)     550.53  (feet)  COMP
 AO0244  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 AO0244
 AO0244  VERT ORDER  -  FIRST     CLASS II
 AO0244
 AO0244.The horizontal coordinates were scaled from a topographic map and have
 AO0244.an estimated accuracy of +/- 6 seconds.
 AO0244
 AO0244.The orthometric height was determined by differential leveling
 AO0244.and adjusted by the National Geodetic Survey in June 1991..
 AO0244.WARNING-Repeat measurements at this control monument indicate possible
 AO0244.vertical movement.
 AO0244
 AO0244.The geoid height was determined by GEOID03.
 AO0244
 AO0244.The dynamic height is computed by dividing the NAVD 88
 AO0244.geopotential number by the normal gravity value computed on the
 AO0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0244.degrees latitude (g = 980.6199 gals.).
 AO0244
 AO0244.The modeled gravity was interpolated from observed gravity values.
 AO0244
 AO0244;                    North         East    Units  Estimated Accuracy
 AO0244;SPC TXSC     - 4,075,470.      580,530.      MT  (+/- 180 meters Scaled)
 AO0244
 AO0244                          SUPERSEDED SURVEY CONTROL
 AO0244
 AO0244  NGVD 29 (??/??/92)  167.92   (m)          550.9    (f) COMPUTED    1 2
 AO0244
 AO0244.Superseded values are not recommended for survey control.
 AO0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0244.See file dsdata.txt to determine how the superseded data were derived.
 AO0244
 AO0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS805541(NAD 83)
 AO0244_MARKER: DB = BENCH MARK DISK
 AO0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0244_STAMPING: G 128 1933 550.951
 AO0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0244+STABILITY: SURFACE MOTION
 AO0244
 AO0244  HISTORY     - Date     Condition        Report By
 AO0244  HISTORY     - 1933     MONUMENTED       CGS
 AO0244  HISTORY     - 1957     GOOD             NGS
 AO0244  HISTORY     - 1958     GOOD             NGS
 AO0244
 AO0244                          STATION DESCRIPTION
 AO0244
 AO0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0244'1.1 MI E FROM GARDENDALE.
 AO0244'1.1 MILES EAST ALONG THE SAN ANTONIO, UVALDE AND GULF RAILROAD FROM
 AO0244'THE STATION AT GARDENDALE, 2 POLES EAST OF MILEPOST 104, 64 FEET NORTH
 AO0244'OF THE NORTH RAIL, 16 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, AT
 AO0244'THE SOUTHEAST CORNER OF A FIELD, 1.3 FEET SOUTH OF A FENCE CORNER, 1.4
 AO0244'FEET EAST OF A WITNESS POST, 21 FEET WEST OF THE CENTER OF A WOODEN
 AO0244'GATE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 AO0244'THE GROUND.
 AO0244
 AO0244                          STATION RECOVERY (1958)
 AO0244
 AO0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2162 ***********************************************************************
 AW2162  DESIGNATION -  G 1280
 AW2162  PID         -  AW2162
 AW2162  STATE/COUNTY-  TX/FORT BEND
 AW2162  USGS QUAD   -  RICHMOND NE (1980)
 AW2162
 AW2162                         *CURRENT SURVEY CONTROL
 AW2162  ___________________________________________________________________
 AW2162* NAD 83(1986)-  29 42 43.     (N)    095 50 46.     (W)     SCALED    
 AW2162* NAVD 88     -        40.551  (meters)     133.04   (feet)  ADJUSTED  
 AW2162  ___________________________________________________________________
 AW2162  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW2162  DYNAMIC HT  -          40.495 (meters)     132.86  (feet)  COMP
 AW2162  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 AW2162
 AW2162  VERT ORDER  -  FIRST     CLASS II
 AW2162
 AW2162.The horizontal coordinates were scaled from a topographic map and have
 AW2162.an estimated accuracy of +/- 6 seconds.
 AW2162
 AW2162.The orthometric height was determined by differential leveling
 AW2162.and adjusted by the National Geodetic Survey in June 1991..
 AW2162
 AW2162.The geoid height was determined by GEOID03.
 AW2162
 AW2162.The dynamic height is computed by dividing the NAVD 88
 AW2162.geopotential number by the normal gravity value computed on the
 AW2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2162.degrees latitude (g = 980.6199 gals.).
 AW2162
 AW2162.The modeled gravity was interpolated from observed gravity values.
 AW2162
 AW2162;                    North         East    Units  Estimated Accuracy
 AW2162;SPC TXSC     - 4,212,320.      905,110.      MT  (+/- 180 meters Scaled)
 AW2162
 AW2162                          SUPERSEDED SURVEY CONTROL
 AW2162
 AW2162  NGVD 29 (12/23/87)   40.543  (m)          133.01   (f) ADJUSTED    1 2
 AW2162
 AW2162.Superseded values are not recommended for survey control.
 AW2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2162.See file dsdata.txt to determine how the superseded data were derived.
 AW2162
 AW2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN246902(NAD 83)
 AW2162_MARKER: DB = BENCH MARK DISK
 AW2162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2162_SP_SET: STAINLESS STEEL ROD
 AW2162_STAMPING: G 1280 1978
 AW2162_MARK LOGO: NGS   
 AW2162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2162
 AW2162  HISTORY     - Date     Condition        Report By
 AW2162  HISTORY     - 1978     MONUMENTED       NGS
 AW2162  HISTORY     - 1986     GOOD             NGS
 AW2162  HISTORY     - 1990     GOOD             USPSQD
 AW2162  HISTORY     - 19931204 GOOD             USPSQD
 AW2162  HISTORY     - 19951010 GOOD             USPSQD
 AW2162
 AW2162                          STATION DESCRIPTION
 AW2162
 AW2162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2162'6.1 MI SOUTH FROM KATY.
 AW2162'ABOUT 4.6 MILES SOUTH ALONG PIN OAK ROAD FROM THE MISSOURI, KANSAS
 AW2162'AND TEXAS RAILROAD STATION IN KATY, THENCE 1.5 MILES SOUTH ALONG FARM
 AW2162'ROAD 1463, 97.5 FEET NORTH OF THE EXTENDED CENTERLINE OF A FIELD ROAD
 AW2162'WITH AN IRON GATE LEADING WEST, 49.5 FEET EAST OF THE CENTERLINE OF
 AW2162'THE ROAD, 2 FEET NORTH OF A POWER POLE, AND 1 FOOT WEST OF A FENCE.
 AW2162
 AW2162                          STATION RECOVERY (1986)
 AW2162
 AW2162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2162'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AW2162'1.5 METER (5.0 FT) NORTH OF A POWER POLE AND 0.3 METER (1.0 FT) WEST
 AW2162'OF A WITNESS POST.
 AW2162
 AW2162                          STATION RECOVERY (1990)
 AW2162
 AW2162'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW2162'RECOVERED IN GOOD CONDITION.
 AW2162
 AW2162                          STATION RECOVERY (1993)
 AW2162
 AW2162'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2162'RECOVERED IN GOOD CONDITION.
 AW2162
 AW2162                          STATION RECOVERY (1995)
 AW2162
 AW2162'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1863 ***********************************************************************
 BL1863  DESIGNATION -  G 1281
 BL1863  PID         -  BL1863
 BL1863  STATE/COUNTY-  TX/WALLER
 BL1863  USGS QUAD   -  HOCKLEY (1980)
 BL1863
 BL1863                         *CURRENT SURVEY CONTROL
 BL1863  ___________________________________________________________________
 BL1863* NAD 83(1986)-  30 06 50.     (N)    095 49 01.     (W)     SCALED    
 BL1863* NAVD 88     -        81.69   (+/-2cm)     268.0    (feet)  VERTCON   
 BL1863  ___________________________________________________________________
 BL1863  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1863
 BL1863  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1863
 BL1863.The horizontal coordinates were scaled from a topographic map and have
 BL1863.an estimated accuracy of +/- 6 seconds.
 BL1863
 BL1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1863.The vertical order pertains to the NGVD 29 superseded value.
 BL1863
 BL1863.The geoid height was determined by GEOID03.
 BL1863
 BL1863;                    North         East    Units  Estimated Accuracy
 BL1863;SPC TXSC     - 4,256,930.      906,720.      MT  (+/- 180 meters Scaled)
 BL1863
 BL1863                          SUPERSEDED SURVEY CONTROL
 BL1863
 BL1863  NGVD 29 (04/06/79)   81.680  (m)          267.98   (f) ADJUSTED    1 2
 BL1863
 BL1863.Superseded values are not recommended for survey control.
 BL1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1863.See file dsdata.txt to determine how the superseded data were derived.
 BL1863
 BL1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP285347(NAD 83)
 BL1863_MARKER: DB = BENCH MARK DISK
 BL1863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1863_SP_SET: STAINLESS STEEL ROD
 BL1863_STAMPING: G 1281 1978
 BL1863_MARK LOGO: NGS   
 BL1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1863+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 BL1863
 BL1863  HISTORY     - Date     Condition        Report By
 BL1863  HISTORY     - 1978     MONUMENTED       NGS
 BL1863  HISTORY     - 1986     GOOD             NGS
 BL1863  HISTORY     - 20050818 GOOD             GEOCAC
 BL1863
 BL1863                          STATION DESCRIPTION
 BL1863
 BL1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1863'10.0 MI SW FROM MAGNOLIA.
 BL1863'0.1 MILE SOUTHWEST ALONG FIFTH STREET FROM THE CROSSING OF MAGNOLIA
 BL1863'CONROE ROAD AND THE MISSOURI-PACIFIC RAILROAD IN MAGNOLIA, THENCE
 BL1863'0.15 MILE SOUTHEAST ALONG COMMERCE STREET, AND THENCE 9.75 MILES
 BL1863'SOUTHWEST ALONG NICHOLS SAW MILL ROAD.  0.2 MILE WEST OF MURRELL
 BL1863'ROAD, AT POLE 61-207 WITH ONE GUY WIRE, 0.05 MILE EAST OF A DRIVE TO
 BL1863'FARM HOUSE, 33 FEET NORTH OF THE CENTERLINE OF NICHOLS SAW MILL ROAD,
 BL1863'3.5 FEET WEST-SOUTHWEST OF A JUNCTION POST FOR TWO FENCES, 2.5 FEET
 BL1863'SOUTHWEST OF THE POWER POLE 61-207, AND 1.5 FEET SOUTH OF THE EAST
 BL1863'AND WEST FENCE LINE, DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH
 BL1863'IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1863
 BL1863                          STATION RECOVERY (1986)
 BL1863
 BL1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1863'RECOVERED IN GOOD CONDITION.
 BL1863
 BL1863                          STATION RECOVERY (2005)
 BL1863
 BL1863'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1863'1.5 FEET EAST OF A METAL WITNESS POST
 BL1863'LAT/LON BY HANDHELD GPS(NAD83) N30 06 49.3 W095 49 01.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1835 ***********************************************************************
 BL1835  DESIGNATION -  G 1282
 BL1835  PID         -  BL1835
 BL1835  STATE/COUNTY-  TX/HARRIS
 BL1835  USGS QUAD   -  ROSE HILL (1980)
 BL1835
 BL1835                         *CURRENT SURVEY CONTROL
 BL1835  ___________________________________________________________________
 BL1835* NAD 83(1986)-  30 04 47.     (N)    095 41 55.     (W)     SCALED    
 BL1835* NAVD 88     -        65.278  (meters)     214.17   (feet)  ADJUSTED  
 BL1835  ___________________________________________________________________
 BL1835  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL1835  DYNAMIC HT  -          65.190 (meters)     213.88  (feet)  COMP
 BL1835  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 BL1835
 BL1835  VERT ORDER  -  FIRST     CLASS II
 BL1835
 BL1835.The horizontal coordinates were scaled from a topographic map and have
 BL1835.an estimated accuracy of +/- 6 seconds.
 BL1835
 BL1835.The orthometric height was determined by differential leveling
 BL1835.and adjusted by the National Geodetic Survey in June 1991..
 BL1835
 BL1835.The geoid height was determined by GEOID03.
 BL1835
 BL1835.The dynamic height is computed by dividing the NAVD 88
 BL1835.geopotential number by the normal gravity value computed on the
 BL1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1835.degrees latitude (g = 980.6199 gals.).
 BL1835
 BL1835.The modeled gravity was interpolated from observed gravity values.
 BL1835
 BL1835;                    North         East    Units  Estimated Accuracy
 BL1835;SPC TXSC     - 4,253,460.      918,230.      MT  (+/- 180 meters Scaled)
 BL1835
 BL1835                          SUPERSEDED SURVEY CONTROL
 BL1835
 BL1835  NGVD 29 (12/23/87)   65.272  (m)          214.15   (f) ADJUSTED    1 2
 BL1835
 BL1835.Superseded values are not recommended for survey control.
 BL1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1835.See file dsdata.txt to determine how the superseded data were derived.
 BL1835
 BL1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP398306(NAD 83)
 BL1835_MARKER: DB = BENCH MARK DISK
 BL1835_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1835_SP_SET: STAINLESS STEEL ROD
 BL1835_STAMPING: G 1282 1978
 BL1835_MARK LOGO: NGS   
 BL1835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1835
 BL1835  HISTORY     - Date     Condition        Report By
 BL1835  HISTORY     - 1978     MONUMENTED       NGS
 BL1835  HISTORY     - 1986     GOOD             NGS
 BL1835  HISTORY     - 19931106 MARK NOT FOUND   USPSQD
 BL1835
 BL1835                          STATION DESCRIPTION
 BL1835
 BL1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1835'5.5 MI WEST FROM TOMBALL.
 BL1835'5.5 MILES WEST ALONG FARM ROAD 2920 FROM ITS JUNCTION WITH THE
 BL1835'BURLINGTON-ROCK ISLAND RAILROAD IN TOMBALL.  MARK IS SET ON THE
 BL1835'SOUTHEAST CORNER AT THE INTERSECTION OF CYPRESS-ROSE HILL ROAD AND
 BL1835'FARM ROAD 2920, 82 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 2920,
 BL1835'72 FEET EAST OF THE CENTERLINE OF CYPRESS-ROSE HILL ROAD, 38 FEET
 BL1835'WEST OF A NORTH AND SOUTH FENCE LINE, AND 1.5 FEET NORTH OF A POWER
 BL1835'POLE FOR A LING CROSSING, POLE NUMBER 515. DISK IS SET LEVEL WITH THE
 BL1835'GROUND, ACCESS TO WHICH CAN BE HAD THROUGH A 4 INCH PLASTIC SCREW
 BL1835'PLUG.
 BL1835
 BL1835                          STATION RECOVERY (1986)
 BL1835
 BL1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1835'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.3 KM (0.2 MI)
 BL1835'NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH SPRING-CYPRESS
 BL1835'ROAD IN CYPRESS, THENCE 12.7 KM (7.9 MI) NORTHERLY ALONG CYPRESS-ROSE
 BL1835'HILL ROAD.
 BL1835
 BL1835                          STATION RECOVERY (1993)
 BL1835
 BL1835'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2372 ***********************************************************************
 BY2372  DESIGNATION -  G 1283
 BY2372  PID         -  BY2372
 BY2372  STATE/COUNTY-  TX/SHELBY
 BY2372  USGS QUAD   -  TENAHA EAST (1984)
 BY2372
 BY2372                         *CURRENT SURVEY CONTROL
 BY2372  ___________________________________________________________________
 BY2372* NAD 83(1986)-  31 57 29.     (N)    094 10 21.     (W)     SCALED    
 BY2372* NAVD 88     -        96.408  (meters)     316.30   (feet)  ADJUSTED  
 BY2372  ___________________________________________________________________
 BY2372  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BY2372  DYNAMIC HT  -          96.295 (meters)     315.93  (feet)  COMP
 BY2372  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 BY2372
 BY2372  VERT ORDER  -  FIRST     CLASS II
 BY2372
 BY2372.The horizontal coordinates were scaled from a topographic map and have
 BY2372.an estimated accuracy of +/- 6 seconds.
 BY2372
 BY2372.The orthometric height was determined by differential leveling
 BY2372.and adjusted by the National Geodetic Survey in June 1991..
 BY2372
 BY2372.The geoid height was determined by GEOID03.
 BY2372
 BY2372.The dynamic height is computed by dividing the NAVD 88
 BY2372.geopotential number by the normal gravity value computed on the
 BY2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2372.degrees latitude (g = 980.6199 gals.).
 BY2372
 BY2372.The modeled gravity was interpolated from observed gravity values.
 BY2372
 BY2372;                    North         East    Units  Estimated Accuracy
 BY2372;SPC TX C     - 3,270,150.    1,282,140.      MT  (+/- 180 meters Scaled)
 BY2372
 BY2372                          SUPERSEDED SURVEY CONTROL
 BY2372
 BY2372  NGVD 29 (??/??/??)   96.454  (m)          316.45   (f) ADJUSTED    1 2
 BY2372
 BY2372.Superseded values are not recommended for survey control.
 BY2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2372.See file dsdata.txt to determine how the superseded data were derived.
 BY2372
 BY2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR891363(NAD 83)
 BY2372_MARKER: DB = BENCH MARK DISK
 BY2372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2372_SP_SET: STAINLESS STEEL ROD
 BY2372_STAMPING: G 1283 1979
 BY2372_PROJECTION: FLUSH
 BY2372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2372_ROD/PIPE-DEPTH: 3.66 meters
 BY2372
 BY2372  HISTORY     - Date     Condition        Report By
 BY2372  HISTORY     - 1979     MONUMENTED       NGS
 BY2372
 BY2372                          STATION DESCRIPTION
 BY2372
 BY2372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2372'4.2 MI EAST FROM TENAHA.
 BY2372'4.2 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF U.S. HIGHWAY
 BY2372'96 IN TENAHA, AT THE PAXTON UNITED METHODIST CHURCH, 160.0 FT.
 BY2372'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 61.5 FT. WEST OF A
 BY2372'POWERLINE POLE, 59.5 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 BY2372'2.0 FT. EAST OF A CORNER FENCE POST, 1.0 FT. NORTH OF A FENCE LINE.
 BY2372'DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BY2372'PLASTIC SCREW PLUG.
 BY2372'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BY2372'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2404 ***********************************************************************
 BY2404  DESIGNATION -  G 1284
 BY2404  PID         -  BY2404
 BY2404  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2404  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY2404
 BY2404                         *CURRENT SURVEY CONTROL
 BY2404  ___________________________________________________________________
 BY2404* NAD 83(1986)-  31 32 18.     (N)    094 07 35.     (W)     SCALED    
 BY2404* NAVD 88     -       115.807  (meters)     379.94   (feet)  ADJUSTED  
 BY2404  ___________________________________________________________________
 BY2404  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BY2404  DYNAMIC HT  -         115.664 (meters)     379.47  (feet)  COMP
 BY2404  MODELED GRAV-     979,404.8   (mgal)                       NAVD 88
 BY2404  OBS GRAVITY -     979,406.6   (mgal)                       GRAV_OBS
 BY2404
 BY2404  VERT ORDER  -  FIRST     CLASS II
 BY2404
 BY2404.The horizontal coordinates were scaled from a topographic map and have
 BY2404.an estimated accuracy of +/- 6 seconds.
 BY2404
 BY2404.The orthometric height was determined by differential leveling
 BY2404.and adjusted by the National Geodetic Survey in June 1991..
 BY2404
 BY2404.The geoid height was determined by GEOID03.
 BY2404
 BY2404.The dynamic height is computed by dividing the NAVD 88
 BY2404.geopotential number by the normal gravity value computed on the
 BY2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2404.degrees latitude (g = 980.6199 gals.).
 BY2404
 BY2404.The modeled gravity was interpolated from observed gravity values.
 BY2404.The observed gravity was obtained from relative gravimeter ties
 BY2404.to the IGSN71 gravity network.
 BY2404
 BY2404;                    North         East    Units  Estimated Accuracy
 BY2404;SPC TX C     - 3,223,930.    1,289,080.      MT  (+/- 180 meters Scaled)
 BY2404
 BY2404                          SUPERSEDED SURVEY CONTROL
 BY2404
 BY2404  NGVD 29 (??/??/??)  115.835  (m)          380.04   (f) ADJUSTED    1 2
 BY2404
 BY2404.Superseded values are not recommended for survey control.
 BY2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2404.See file dsdata.txt to determine how the superseded data were derived.
 BY2404
 BY2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ930898(NAD 83)
 BY2404_MARKER: I = METAL ROD
 BY2404_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2404_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2404_STAMPING: G 1284 1979
 BY2404_PROJECTION: FLUSH
 BY2404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2404+STABILITY: POSITION/ELEVATION WELL
 BY2404_ROD/PIPE-DEPTH: 8.84 meters
 BY2404_SLEEVE-DEPTH  : 7.32 meters
 BY2404
 BY2404  HISTORY     - Date     Condition        Report By
 BY2404  HISTORY     - 1979     MONUMENTED       NGS
 BY2404  HISTORY     - 20020712 MARK NOT FOUND   USPSQD
 BY2404
 BY2404                          STATION DESCRIPTION
 BY2404
 BY2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2404'0.4 MI NORTH FROM SAN AUGUSTINE.
 BY2404'0.4 MILE NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2404'HIGHWAY 21 IN SAN AUGUSTINE, AT THE FLAGPOLE AT THE TEXAS HIGHWAY
 BY2404'DEPARTMENT MAINTENANCE HEADQUARTERS, 98.0 FT. EAST OF THE CENTERLINE
 BY2404'OF THE HIGHWAY, 61.0 FT. NORTH OF THE NORTHWEST CORNER OF AND ABOUT
 BY2404'IN LINE WITH THE WEST FACE OF THE MAINTENANCE HEADQUARTERS OFFICE
 BY2404'BUILDING, 66.5 FT. SOUTH OF THE SOUTHWEST CORNER OF AND ABOUT IN LINE
 BY2404'WITH THE WEST FACE OF THE ENGINEERS OFFICE BUILDING, 4.5 FT. EAST
 BY2404'OF THE FLAGPOLE.  DATUM POINT IS 4 INCHES BELOW GROUND, ACCESS TO
 BY2404'WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BY2404'THE MARK IS 2 FT BELOW THE HIGHWAY.
 BY2404
 BY2404                          STATION RECOVERY (2002)
 BY2404
 BY2404'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BY2404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1979 ***********************************************************************
 BK1979  DESIGNATION -  G 1285
 BK1979  PID         -  BK1979
 BK1979  STATE/COUNTY-  TX/ORANGE
 BK1979  USGS QUAD   -  MAURICEVILLE (1974)
 BK1979
 BK1979                         *CURRENT SURVEY CONTROL
 BK1979  ___________________________________________________________________
 BK1979* NAD 83(1986)-  30 12 36.     (N)    093 51 18.     (W)     SCALED    
 BK1979* NAVD 88     -         7.257  (meters)      23.81   (feet)  ADJUSTED  
 BK1979  ___________________________________________________________________
 BK1979  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BK1979  DYNAMIC HT  -           7.247 (meters)      23.78  (feet)  COMP
 BK1979  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 BK1979
 BK1979  VERT ORDER  -  FIRST     CLASS II
 BK1979
 BK1979.The horizontal coordinates were scaled from a topographic map and have
 BK1979.an estimated accuracy of +/- 6 seconds.
 BK1979
 BK1979.The orthometric height was determined by differential leveling
 BK1979.and adjusted by the National Geodetic Survey in June 1991..
 BK1979
 BK1979.The geoid height was determined by GEOID03.
 BK1979
 BK1979.The dynamic height is computed by dividing the NAVD 88
 BK1979.geopotential number by the normal gravity value computed on the
 BK1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1979.degrees latitude (g = 980.6199 gals.).
 BK1979
 BK1979.The modeled gravity was interpolated from observed gravity values.
 BK1979
 BK1979;                    North         East    Units  Estimated Accuracy
 BK1979;SPC TX C     - 3,078,390.    1,323,380.      MT  (+/- 180 meters Scaled)
 BK1979
 BK1979                          SUPERSEDED SURVEY CONTROL
 BK1979
 BK1979  NGVD 29 (??/??/??)    7.218  (m)           23.68   (f) ADJUSTED    1 2
 BK1979
 BK1979.Superseded values are not recommended for survey control.
 BK1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1979.See file dsdata.txt to determine how the superseded data were derived.
 BK1979
 BK1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP177423(NAD 83)
 BK1979_MARKER: I = METAL ROD
 BK1979_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1979_SP_SET: STAINLESS STEEL ROD
 BK1979_STAMPING: G 1285 1979
 BK1979_PROJECTION: FLUSH
 BK1979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1979+STABILITY: POSITION/ELEVATION WELL
 BK1979_ROD/PIPE-DEPTH: 9.14 meters
 BK1979
 BK1979  HISTORY     - Date     Condition        Report By
 BK1979  HISTORY     - 1979     MONUMENTED       NGS
 BK1979  HISTORY     - 1988     GOOD             USPSQD
 BK1979  HISTORY     - 1989     GOOD             USPSQD
 BK1979  HISTORY     - 19960427 GOOD             USPSQD
 BK1979  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1979  HISTORY     - 20041009 GOOD             USPSQD
 BK1979
 BK1979                          STATION DESCRIPTION
 BK1979
 BK1979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1979'1.6 MI ENE FROM MAURICEVILLE.
 BK1979'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF STATE
 BK1979'HIGHWAY 12 IN MAURICEVILLE, THENCE 1.1 MILES NORTHEAST ALONG FARM
 BK1979'ROAD 1130, AT A PRIVATE DRIVE LEADING NORTHWEST TO A SMALL HOUSE, 40.0
 BK1979'FT. NORTHWEST OF THE CENTERLINE OF THE FARM ROAD, 58.0 FT. SOUTHWEST
 BK1979'OF THE CENTER OF THE DRIVE, 17.0 FT. NORTHEAST OF A POWERLINE POLE,
 BK1979'1.0 FT. SOUTHEAST OF A FENCE LINE, 44.0 FT. SOUTHWEST OF CORNER
 BK1979'FENCE POST.  DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BK1979'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1979'THE MARK IS 1.0 FT  SW FROM A WITNESS POST.
 BK1979'THE MARK IS 2.0 FT ABOVE THE ROAD.
 BK1979
 BK1979                          STATION RECOVERY (1988)
 BK1979
 BK1979'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAF)
 BK1979'RECOVERED IN GOOD CONDITION.
 BK1979
 BK1979                          STATION RECOVERY (1989)
 BK1979
 BK1979'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1979'RECOVERED IN GOOD CONDITION.
 BK1979
 BK1979                          STATION RECOVERY (1996)
 BK1979
 BK1979'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1979'RECOVERED IN GOOD CONDITION.
 BK1979
 BK1979                          STATION RECOVERY (2001)
 BK1979
 BK1979'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1979'MARK NOT FOUND.
 BK1979
 BK1979                          STATION RECOVERY (2004)
 BK1979
 BK1979'RECOVERY NOTE BY US POWER SQUADRON 2004 (TMD)
 BK1979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2402 ***********************************************************************
 BY2402  DESIGNATION -  G 1286
 BY2402  PID         -  BY2402
 BY2402  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2402  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY2402
 BY2402                         *CURRENT SURVEY CONTROL
 BY2402  ___________________________________________________________________
 BY2402* NAD 83(1986)-  31 34 27.     (N)    094 08 10.     (W)     SCALED    
 BY2402* NAVD 88     -       139.990  (meters)     459.28   (feet)  ADJUSTED  
 BY2402  ___________________________________________________________________
 BY2402  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY2402  DYNAMIC HT  -         139.818 (meters)     458.72  (feet)  COMP
 BY2402  MODELED GRAV-     979,410.7   (mgal)                       NAVD 88
 BY2402
 BY2402  VERT ORDER  -  FIRST     CLASS II
 BY2402
 BY2402.The horizontal coordinates were scaled from a topographic map and have
 BY2402.an estimated accuracy of +/- 6 seconds.
 BY2402
 BY2402.The orthometric height was determined by differential leveling
 BY2402.and adjusted by the National Geodetic Survey in June 1991..
 BY2402
 BY2402.The geoid height was determined by GEOID03.
 BY2402
 BY2402.The dynamic height is computed by dividing the NAVD 88
 BY2402.geopotential number by the normal gravity value computed on the
 BY2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2402.degrees latitude (g = 980.6199 gals.).
 BY2402
 BY2402.The modeled gravity was interpolated from observed gravity values.
 BY2402
 BY2402;                    North         East    Units  Estimated Accuracy
 BY2402;SPC TX C     - 3,227,840.    1,287,940.      MT  (+/- 180 meters Scaled)
 BY2402
 BY2402                          SUPERSEDED SURVEY CONTROL
 BY2402
 BY2402  NGVD 29 (??/??/??)  140.020  (m)          459.38   (f) ADJUSTED    1 2
 BY2402
 BY2402.Superseded values are not recommended for survey control.
 BY2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2402.See file dsdata.txt to determine how the superseded data were derived.
 BY2402
 BY2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ921937(NAD 83)
 BY2402_MARKER: DB = BENCH MARK DISK
 BY2402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2402_SP_SET: STAINLESS STEEL ROD
 BY2402_STAMPING: G 1286 1979
 BY2402_PROJECTION: FLUSH
 BY2402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2402+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 BY2402_ROD/PIPE-DEPTH: 2.13 meters
 BY2402
 BY2402  HISTORY     - Date     Condition        Report By
 BY2402  HISTORY     - 1979     MONUMENTED       NGS
 BY2402  HISTORY     - 20020712 GOOD             USPSQD
 BY2402
 BY2402                          STATION DESCRIPTION
 BY2402
 BY2402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2402'2.95 MI NORTH FROM SAN AUGUSTINE.
 BY2402'2.95 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2402'HIGHWAY 21 IN SAN AUGUSTINE, AT A DRIVE LEADING NORTHWEST UP A
 BY2402'HILL TO A BRICK HOME, 101.0 FT. NORTH-NORTHWEST OF A POWERLINE POLE
 BY2402'WITH TRANSFORMER, 95.5 FT. WEST OF THE CENTERLINE OF THE HIGHWAY,
 BY2402'33.0 FT. SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVE, 56.0 FT.
 BY2402'EAST-SOUTHEAST OF THE CENTERLINE OF A DRIVE, 17.0 FT. WEST OF THE
 BY2402'CENTER OF AN IRON SPOKE WHEEL GATE, 2.0 FT. NORTH OF AN 8-INCH FENCE
 BY2402'POST AND FENCE LINE.  NOTE-AN EXHAUSTIVE EFFORT WAS USED TO GAIN THIS
 BY2402'DEPTH.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2402'A 4-INCH PLASTIC SCREW PLUG.
 BY2402'THE MARK IS 1.5 FT  ENE FROM A WITNESS POST.
 BY2402'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2402
 BY2402                          STATION RECOVERY (2002)
 BY2402
 BY2402'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BY2402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2538 ***********************************************************************
 BY2538  DESIGNATION -  G 1287
 BY2538  PID         -  BY2538
 BY2538  STATE/COUNTY-  TX/SHELBY
 BY2538  USGS QUAD   -  TIMPSON (1984)
 BY2538
 BY2538                         *CURRENT SURVEY CONTROL
 BY2538  ___________________________________________________________________
 BY2538* NAD 83(1986)-  31 53 31.     (N)    094 25 11.     (W)     SCALED    
 BY2538* NAVD 88     -       120.327  (meters)     394.77   (feet)  ADJUSTED  
 BY2538  ___________________________________________________________________
 BY2538  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY2538  DYNAMIC HT  -         120.182 (meters)     394.30  (feet)  COMP
 BY2538  MODELED GRAV-     979,432.1   (mgal)                       NAVD 88
 BY2538
 BY2538  VERT ORDER  -  FIRST     CLASS II
 BY2538
 BY2538.The horizontal coordinates were scaled from a topographic map and have
 BY2538.an estimated accuracy of +/- 6 seconds.
 BY2538
 BY2538.The orthometric height was determined by differential leveling
 BY2538.and adjusted by the National Geodetic Survey in June 1991..
 BY2538
 BY2538.The geoid height was determined by GEOID03.
 BY2538
 BY2538.The dynamic height is computed by dividing the NAVD 88
 BY2538.geopotential number by the normal gravity value computed on the
 BY2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2538.degrees latitude (g = 980.6199 gals.).
 BY2538
 BY2538.The modeled gravity was interpolated from observed gravity values.
 BY2538
 BY2538;                    North         East    Units  Estimated Accuracy
 BY2538;SPC TX C     - 3,261,560.    1,259,190.      MT  (+/- 180 meters Scaled)
 BY2538
 BY2538                          SUPERSEDED SURVEY CONTROL
 BY2538
 BY2538.No superseded survey control is available for this station.
 BY2538
 BY2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR657293(NAD 83)
 BY2538_MARKER: DB = BENCH MARK DISK
 BY2538_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2538_SP_SET: STAINLESS STEEL ROD
 BY2538_STAMPING: G 1287 1979
 BY2538_PROJECTION: FLUSH
 BY2538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2538_ROD/PIPE-DEPTH: 4.27 meters
 BY2538
 BY2538  HISTORY     - Date     Condition        Report By
 BY2538  HISTORY     - 1979     MONUMENTED       NGS
 BY2538
 BY2538                          STATION DESCRIPTION
 BY2538
 BY2538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2538'0.95 MI SW FROM TIMPSON.
 BY2538'0.95 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 BY2538'HIGHWAY 87 IN TIMPSON, AT A TWO ACRE POND, 160 FT. NORTHWEST OF THE
 BY2538'NORTHWEST CORNER OF A LARGE WHITE BRICK HOUSE, 100 FT.
 BY2538'NORTH-NORTHEAST OF THE POND, 24.5 FT. EAST OF POWERLINE POLE NUMBER
 BY2538'114298 WITH TRANSFORMER, 59.5 FT. SOUTH OF THE CENTERLINE OF THE
 BY2538'HIGHWAY, 2.5 FT. WEST OF A CORNER FENCE POST, 1.0 FT. NORTH OF A
 BY2538'FENCE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2538'A 4-INCH PLASTIC SCREW PLUG.
 BY2538'THE MARK IS 1.3 FT  ENE FROM A WITNESS POST.
 BY2538'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1951 ***********************************************************************
 BK1951  DESIGNATION -  G 1288
 BK1951  PID         -  BK1951
 BK1951  STATE/COUNTY-  TX/JASPER
 BK1951  USGS QUAD   -  CALL JUNCTION (1984)
 BK1951
 BK1951                         *CURRENT SURVEY CONTROL
 BK1951  ___________________________________________________________________
 BK1951* NAD 83(1986)-  30 35 59.     (N)    093 54 49.     (W)     SCALED    
 BK1951* NAVD 88     -        29.403  (meters)      96.47   (feet)  ADJUSTED  
 BK1951  ___________________________________________________________________
 BK1951  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BK1951  DYNAMIC HT  -          29.365 (meters)      96.34  (feet)  COMP
 BK1951  MODELED GRAV-     979,349.8   (mgal)                       NAVD 88
 BK1951
 BK1951  VERT ORDER  -  FIRST     CLASS II
 BK1951
 BK1951.The horizontal coordinates were scaled from a topographic map and have
 BK1951.an estimated accuracy of +/- 6 seconds.
 BK1951
 BK1951.The orthometric height was determined by differential leveling
 BK1951.and adjusted by the National Geodetic Survey in June 1991..
 BK1951
 BK1951.The geoid height was determined by GEOID03.
 BK1951
 BK1951.The dynamic height is computed by dividing the NAVD 88
 BK1951.geopotential number by the normal gravity value computed on the
 BK1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1951.degrees latitude (g = 980.6199 gals.).
 BK1951
 BK1951.The modeled gravity was interpolated from observed gravity values.
 BK1951
 BK1951;                    North         East    Units  Estimated Accuracy
 BK1951;SPC TX C     - 3,121,190.    1,315,260.      MT  (+/- 180 meters Scaled)
 BK1951
 BK1951                          SUPERSEDED SURVEY CONTROL
 BK1951
 BK1951  NGVD 29 (??/??/??)   29.385  (m)           96.41   (f) ADJUSTED    1 2
 BK1951
 BK1951.Superseded values are not recommended for survey control.
 BK1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1951.See file dsdata.txt to determine how the superseded data were derived.
 BK1951
 BK1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP124855(NAD 83)
 BK1951_MARKER: I = METAL ROD
 BK1951_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1951_SP_SET: STAINLESS STEEL ROD
 BK1951_STAMPING: G 1288 1979
 BK1951_PROJECTION: RECESSED 5 CENTIMETERS
 BK1951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1951+STABILITY: POSITION/ELEVATION WELL
 BK1951_ROD/PIPE-DEPTH: 7.62 meters
 BK1951
 BK1951  HISTORY     - Date     Condition        Report By
 BK1951  HISTORY     - 1979     MONUMENTED       NGS
 BK1951  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1951  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BK1951
 BK1951                          STATION DESCRIPTION
 BK1951
 BK1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1951'4.2 MI SSW FROM KIRBYVILLE.
 BK1951'4.2 MILES SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF
 BK1951'FARM ROAD 1013 IN KIRBYVILLE, AT THE CALL JUNCTION BAPTIST CHURCH,
 BK1951'75.1 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 5.6 FT. NORTH OF A
 BK1951'BAPTIST CHURCH SIGN, 49.1 FT. WEST OF THE CENTER OF THE MAIN ENTRANCE
 BK1951'TO THE CHURCH, 105 FT. NORTH OF A POWERLINE POLE AND AN UNDERGROUND
 BK1951'TELEPHONE CABLE JUNCTION BOX, 2.7 FT. WEST OF THE WEST EDGE OF A
 BK1951'SIDEWALK.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BK1951'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1951'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 BK1951
 BK1951                          STATION RECOVERY (2004)
 BK1951
 BK1951'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1951'MARK NOT FOUND.
 BK1951
 BK1951                          STATION RECOVERY (2005)
 BK1951
 BK1951'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BK1951'STATE HIGHWAY 96 IS UNDER THE PROCESS OF BEING FOUR-LANED.  BAPTIST
 BK1951'CHURCH SIGN WAS REMOVED DUE TO THE NEW HIGHWAY RIGHT-OF-WAY.
 BK1951'EXCAVATION HAS TAKEN AWAY THE EARTH UP TO 2 FT WEST OF THE CHURCH
 BK1951'SIDEWALK AND STEEPLY SLOPES DOWN TO A NEW DRAINAGE DITCH.  SEARCHED
 BK1951'FOR MARKER AND CAN BE PRESUMED DESTROYED DUE TO THIS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1925 ***********************************************************************
 BK1925  DESIGNATION -  G 1289
 BK1925  PID         -  BK1925
 BK1925  STATE/COUNTY-  TX/JASPER
 BK1925  USGS QUAD   -  JASPER EAST (1984)
 BK1925
 BK1925                         *CURRENT SURVEY CONTROL
 BK1925  ___________________________________________________________________
 BK1925* NAD 83(1986)-  30 58 11.     (N)    093 59 25.     (W)     SCALED    
 BK1925* NAVD 88     -       119.066  (meters)     390.64   (feet)  ADJUSTED  
 BK1925  ___________________________________________________________________
 BK1925  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BK1925  DYNAMIC HT  -         118.911 (meters)     390.13  (feet)  COMP
 BK1925  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 BK1925
 BK1925  VERT ORDER  -  FIRST     CLASS II
 BK1925
 BK1925.The horizontal coordinates were scaled from a topographic map and have
 BK1925.an estimated accuracy of +/- 6 seconds.
 BK1925
 BK1925.The orthometric height was determined by differential leveling
 BK1925.and adjusted by the National Geodetic Survey in June 1991..
 BK1925
 BK1925.The geoid height was determined by GEOID03.
 BK1925
 BK1925.The dynamic height is computed by dividing the NAVD 88
 BK1925.geopotential number by the normal gravity value computed on the
 BK1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1925.degrees latitude (g = 980.6199 gals.).
 BK1925
 BK1925.The modeled gravity was interpolated from observed gravity values.
 BK1925
 BK1925;                    North         East    Units  Estimated Accuracy
 BK1925;SPC TX C     - 3,161,720.    1,305,580.      MT  (+/- 180 meters Scaled)
 BK1925
 BK1925                          SUPERSEDED SURVEY CONTROL
 BK1925
 BK1925  NGVD 29 (??/??/??)  119.064  (m)          390.63   (f) ADJUSTED    1 2
 BK1925
 BK1925.Superseded values are not recommended for survey control.
 BK1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1925.See file dsdata.txt to determine how the superseded data were derived.
 BK1925
 BK1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ054266(NAD 83)
 BK1925_MARKER: I = METAL ROD
 BK1925_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1925_SP_SET: STAINLESS STEEL ROD
 BK1925_STAMPING: G 1289 1979
 BK1925_PROJECTION: FLUSH
 BK1925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1925+STABILITY: POSITION/ELEVATION WELL
 BK1925_ROD/PIPE-DEPTH: 9.14 meters
 BK1925
 BK1925  HISTORY     - Date     Condition        Report By
 BK1925  HISTORY     - 1979     MONUMENTED       NGS
 BK1925  HISTORY     - 20011030 GOOD             JCLS
 BK1925
 BK1925                          STATION DESCRIPTION
 BK1925
 BK1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1925'3.95 MI NORTH FROM JASPER.
 BK1925'3.95 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1925'HIGHWAY 190 IN JASPER, AT THE JUNCTION OF A PAVED ROAD LEADING
 BK1925'SOUTHEAST TO THE JASPER COUNTRY CLUB, 95.5 FT. EAST OF THE CENTERLINE
 BK1925'OF THE HIGHWAY, 70.0 FT. SOUTH OF THE CENTERLINE OF THE ROAD,
 BK1925'36.0 FT. WEST-SOUTHWEST OF A FENCE CORNER, 23.0 FT. NORTHEAST OF
 BK1925'A POWERLINE POLE, 5.0 FT. NORTHEAST OF A FENCE CORNER, 1.0 FT.
 BK1925'NORTHWEST OF A FENCE LINE.  DISK IS 5 INCHES BELOW GROUND, ACCESS
 BK1925'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1925'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BK1925'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 BK1925
 BK1925                          STATION RECOVERY (2001)
 BK1925
 BK1925'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BK1925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2511 ***********************************************************************
 BY2511  DESIGNATION -  G 1289 A
 BY2511  PID         -  BY2511
 BY2511  STATE/COUNTY-  TX/NACOGDOCHES
 BY2511  USGS QUAD   -  TRAWICK (1984)
 BY2511
 BY2511                         *CURRENT SURVEY CONTROL
 BY2511  ___________________________________________________________________
 BY2511* NAD 83(1986)-  31 45 22.     (N)    094 43 45.     (W)     SCALED    
 BY2511* NAVD 88     -       121.117  (meters)     397.36   (feet)  ADJUSTED  
 BY2511  ___________________________________________________________________
 BY2511  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY2511  DYNAMIC HT  -         120.969 (meters)     396.88  (feet)  COMP
 BY2511  MODELED GRAV-     979,417.2   (mgal)                       NAVD 88
 BY2511
 BY2511  VERT ORDER  -  FIRST     CLASS II
 BY2511
 BY2511.The horizontal coordinates were scaled from a topographic map and have
 BY2511.an estimated accuracy of +/- 6 seconds.
 BY2511
 BY2511.The orthometric height was determined by differential leveling
 BY2511.and adjusted by the National Geodetic Survey in June 1991..
 BY2511
 BY2511.The geoid height was determined by GEOID03.
 BY2511
 BY2511.The dynamic height is computed by dividing the NAVD 88
 BY2511.geopotential number by the normal gravity value computed on the
 BY2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2511.degrees latitude (g = 980.6199 gals.).
 BY2511
 BY2511.The modeled gravity was interpolated from observed gravity values.
 BY2511
 BY2511;                    North         East    Units  Estimated Accuracy
 BY2511;SPC TX C     - 3,245,010.    1,230,710.      MT  (+/- 180 meters Scaled)
 BY2511
 BY2511                          SUPERSEDED SURVEY CONTROL
 BY2511
 BY2511.No superseded survey control is available for this station.
 BY2511
 BY2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR362147(NAD 83)
 BY2511_MARKER: DB = BENCH MARK DISK
 BY2511_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2511_SP_SET: STAINLESS STEEL ROD
 BY2511_STAMPING: G 1289 A 1979
 BY2511_PROJECTION: FLUSH
 BY2511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2511_ROD/PIPE-DEPTH: 3.05 meters
 BY2511
 BY2511  HISTORY     - Date     Condition        Report By
 BY2511  HISTORY     - 1979     MONUMENTED       NGS
 BY2511  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2511
 BY2511                          STATION DESCRIPTION
 BY2511
 BY2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2511'9.0 MI SE FROM CUSHING.
 BY2511'8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM
 BY2511'ROAD 225 IN CUSHING, THENCE 0.7 MILES SOUTH ALONG A GRAVEL ROAD, AT A
 BY2511'POND ON THE WEST SIDE OF THE ROAD, AT THE T-JUNCTION OF A ROAD LEADING
 BY2511'TO A GAS WELL, 22.0 FT. WEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 BY2511'11.8 FT. NORTH OF A DOUBLE POST FENCE CORNER, 0.5 FT. EAST OF A WOVEN
 BY2511'WIRE FENCE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2511'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2511'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 BY2511'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BY2511
 BY2511                          STATION RECOVERY (1998)
 BY2511
 BY2511'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0087 ***********************************************************************
 AE0087  DESIGNATION -  G 129
 AE0087  PID         -  AE0087
 AE0087  STATE/COUNTY-  TX/STARR
 AE0087  USGS QUAD   -  SANTA ELENA (1993)
 AE0087
 AE0087                         *CURRENT SURVEY CONTROL
 AE0087  ___________________________________________________________________
 AE0087* NAD 83(1986)-  26 45 28.     (N)    098 29 20.     (W)     SCALED    
 AE0087* NAVD 88     -        87.356  (meters)     286.60   (feet)  ADJUSTED  
 AE0087  ___________________________________________________________________
 AE0087  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AE0087  DYNAMIC HT  -          87.213 (meters)     286.13  (feet)  COMP
 AE0087  MODELED GRAV-     979,016.2   (mgal)                       NAVD 88
 AE0087
 AE0087  VERT ORDER  -  SECOND    CLASS 0
 AE0087
 AE0087.The horizontal coordinates were scaled from a topographic map and have
 AE0087.an estimated accuracy of +/- 6 seconds.
 AE0087
 AE0087.The orthometric height was determined by differential leveling
 AE0087.and adjusted by the National Geodetic Survey in June 1991..
 AE0087
 AE0087.The geoid height was determined by GEOID03.
 AE0087
 AE0087.The dynamic height is computed by dividing the NAVD 88
 AE0087.geopotential number by the normal gravity value computed on the
 AE0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0087.degrees latitude (g = 980.6199 gals.).
 AE0087
 AE0087.The modeled gravity was interpolated from observed gravity values.
 AE0087
 AE0087;                    North         East    Units  Estimated Accuracy
 AE0087;SPC TX S     - 5,120,890.      301,110.      MT  (+/- 180 meters Scaled)
 AE0087
 AE0087                          SUPERSEDED SURVEY CONTROL
 AE0087
 AE0087  NGVD 29 (??/??/92)   87.421  (m)          286.81   (f) ADJ UNCH    2 0
 AE0087
 AE0087.Superseded values are not recommended for survey control.
 AE0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0087.See file dsdata.txt to determine how the superseded data were derived.
 AE0087
 AE0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ508597(NAD 83)
 AE0087_MARKER: DB = BENCH MARK DISK
 AE0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0087_STAMPING: G 129 1933 286.814
 AE0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0087+STABILITY: SURFACE MOTION
 AE0087
 AE0087  HISTORY     - Date     Condition        Report By
 AE0087  HISTORY     - 1933     MONUMENTED       CGS
 AE0087  HISTORY     - 1942     GOOD             NGS
 AE0087  HISTORY     - 1972     POOR             USGS
 AE0087
 AE0087                          STATION DESCRIPTION
 AE0087
 AE0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0087'3.8 MI N FROM LA GLORIA.
 AE0087'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 3.8 MILES
 AE0087'NORTHERLY ALONG THE RIO GRANDE CITY - SANTA ELENA ROAD TO A MEXICO
 AE0087'VILLAGE CALLED SANTA ELENA AND SITE OF BENCH MARK.  BENCH MARK IS AT
 AE0087'SANTA ELENA.  IT IS 168.0 FEET SOUTHWEST OF THE CENTERLINE OF A CATTLE
 AE0087'GUARD ACROSS THE ROAD, 87.5 FEET NORTHWEST OF AND ABOUT 1.0 FOOT BELOW
 AE0087'THE CENTERLINE OF THE ROAD, 69.0 FEET EAST OF THE SOUTHEAST CORNER OF
 AE0087'A FRAME MEXICAN HOUSE.  MONUMENT IS 2.5 FEET NORTH OF A 4X4 INCH WHITE
 AE0087'WOODEN MARKER POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND. NOTE-- HALF
 AE0087'OF THE DISK IS MISSING.
 AE0087
 AE0087                          STATION RECOVERY (1972)
 AE0087
 AE0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0087'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2485 ***********************************************************************
 BY2485  DESIGNATION -  G 1290
 BY2485  PID         -  BY2485
 BY2485  STATE/COUNTY-  TX/CHEROKEE
 BY2485  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY2485
 BY2485                         *CURRENT SURVEY CONTROL
 BY2485  ___________________________________________________________________
 BY2485* NAD 83(1986)-  31 56 05.     (N)    095 14 47.     (W)     SCALED    
 BY2485* NAVD 88     -       152.655  (meters)     500.84   (feet)  ADJUSTED  
 BY2485  ___________________________________________________________________
 BY2485  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BY2485  DYNAMIC HT  -         152.471 (meters)     500.23  (feet)  COMP
 BY2485  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 BY2485
 BY2485  VERT ORDER  -  FIRST     CLASS II
 BY2485
 BY2485.The horizontal coordinates were scaled from a topographic map and have
 BY2485.an estimated accuracy of +/- 6 seconds.
 BY2485
 BY2485.The orthometric height was determined by differential leveling
 BY2485.and adjusted by the National Geodetic Survey in June 1991..
 BY2485
 BY2485.The geoid height was determined by GEOID03.
 BY2485
 BY2485.The dynamic height is computed by dividing the NAVD 88
 BY2485.geopotential number by the normal gravity value computed on the
 BY2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2485.degrees latitude (g = 980.6199 gals.).
 BY2485
 BY2485.The modeled gravity was interpolated from observed gravity values.
 BY2485
 BY2485;                    North         East    Units  Estimated Accuracy
 BY2485;SPC TX C     - 3,262,440.    1,180,860.      MT  (+/- 180 meters Scaled)
 BY2485
 BY2485                          SUPERSEDED SURVEY CONTROL
 BY2485
 BY2485.No superseded survey control is available for this station.
 BY2485
 BY2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR876354(NAD 83)
 BY2485_MARKER: DB = BENCH MARK DISK
 BY2485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2485_SP_SET: STAINLESS STEEL ROD
 BY2485_STAMPING: G 1290 1980
 BY2485_PROJECTION: PROJECTING 3 CENTIMETERS
 BY2485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2485+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY2485_ROD/PIPE-DEPTH: 3.35 meters
 BY2485
 BY2485  HISTORY     - Date     Condition        Report By
 BY2485  HISTORY     - 1980     MONUMENTED       NGS
 BY2485  HISTORY     - 19960420 GOOD             USPSQD
 BY2485  HISTORY     - 20040605 GOOD             USPSQD
 BY2485  HISTORY     - 20050710 GOOD             USPSQD
 BY2485
 BY2485                          STATION DESCRIPTION
 BY2485
 BY2485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2485'2.65 MI SE FROM JACKSONVILLE.
 BY2485'2.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE IN
 BY2485'JACKSONVILLE, AT THE JUNCTION OF LOOP 456, 300 FT. SOUTHEAST OF THE
 BY2485'CENTER OF THE JUNCTION, 100.0 FT. NORTHEAST OF THE CENTERLINE OF U.S.
 BY2485'HIGHWAY 69 NORTHBOUND, 159 FT. SOUTH OF A POWERLINE POLE WITH A GUY
 BY2485'WIRE, 9.0 FT. SOUTH-SOUTHEAST OF A WOODEN CORNER FENCE POST AND A
 BY2485'RIGHT-OF-WAY MARKER, 1.0 FT. SOUTHWEST OF A FENCE.  DISK IS 3 INCHES
 BY2485'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BY2485'PLUG.
 BY2485'THE MARK IS 1.0 FT  NW FROM A WITNESS POST.
 BY2485'THE MARK IS 7 FT ABOVE THE HIGHWAY.
 BY2485
 BY2485                          STATION RECOVERY (1996)
 BY2485
 BY2485'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2485'RECOVERED IN GOOD CONDITION.
 BY2485
 BY2485                          STATION RECOVERY (2004)
 BY2485
 BY2485'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY2485'RECOVERED IN GOOD CONDITION.
 BY2485
 BY2485                          STATION RECOVERY (2005)
 BY2485
 BY2485'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY2485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2468 ***********************************************************************
 BY2468  DESIGNATION -  G 1291
 BY2468  PID         -  BY2468
 BY2468  STATE/COUNTY-  TX/ANDERSON
 BY2468  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2468
 BY2468                         *CURRENT SURVEY CONTROL
 BY2468  ___________________________________________________________________
 BY2468* NAD 83(1986)-  31 45 51.     (N)    095 37 35.     (W)     SCALED    
 BY2468* NAVD 88     -       152.630  (meters)     500.75   (feet)  ADJUSTED  
 BY2468  ___________________________________________________________________
 BY2468  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2468  DYNAMIC HT  -         152.445 (meters)     500.15  (feet)  COMP
 BY2468  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 BY2468
 BY2468  VERT ORDER  -  FIRST     CLASS II
 BY2468
 BY2468.The horizontal coordinates were scaled from a topographic map and have
 BY2468.an estimated accuracy of +/- 6 seconds.
 BY2468
 BY2468.The orthometric height was determined by differential leveling
 BY2468.and adjusted by the National Geodetic Survey in June 1991..
 BY2468
 BY2468.The geoid height was determined by GEOID03.
 BY2468
 BY2468.The dynamic height is computed by dividing the NAVD 88
 BY2468.geopotential number by the normal gravity value computed on the
 BY2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2468.degrees latitude (g = 980.6199 gals.).
 BY2468
 BY2468.The modeled gravity was interpolated from observed gravity values.
 BY2468
 BY2468;                    North         East    Units  Estimated Accuracy
 BY2468;SPC TX C     - 3,241,960.    1,145,760.      MT  (+/- 180 meters Scaled)
 BY2468
 BY2468                          SUPERSEDED SURVEY CONTROL
 BY2468
 BY2468.No superseded survey control is available for this station.
 BY2468
 BY2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR512172(NAD 83)
 BY2468_MARKER: DV = VERTICAL CONTROL DISK
 BY2468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2468_SP_SET: LANDING
 BY2468_STAMPING: G 1291 1980
 BY2468_MARK LOGO: NGS   
 BY2468_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2468+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1997
 BY2468
 BY2468  HISTORY     - Date     Condition        Report By
 BY2468  HISTORY     - 1980     MONUMENTED       NGS
 BY2468  HISTORY     - 1980     GOOD             NGS
 BY2468  HISTORY     - 1990     GOOD             USPSQD
 BY2468  HISTORY     - 19971016 GOOD             NGS
 BY2468  HISTORY     - 20020824 GOOD             USPSQD
 BY2468
 BY2468                          STATION DESCRIPTION
 BY2468
 BY2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2468'IN PALESTINE.
 BY2468'IN PALESTINE, AT THE SOUTH ENTRANCE OF THE COURTHOUSE, 30.5 M.
 BY2468'(100 FT.) NORTH OF THE CENTERLINE OF CRAWFORD STREET, 3.5 M.
 BY2468'(11.5 FT.) NORTH OF THE TOP STEP OF THE SOUTH ENTRANCE TO THE
 BY2468'COURTHOUSE, 0.2 M. (0.8 FT.) SOUTH OF THE SOUTH WALL.
 BY2468'THE MARK IS 3.6 M ABOVE THE GROUND.
 BY2468
 BY2468                          STATION RECOVERY (1980)
 BY2468
 BY2468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2468'NOTE-THIS MARK IS DESCRIBED IN L24543.L2.
 BY2468
 BY2468                          STATION RECOVERY (1990)
 BY2468
 BY2468'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2468'RECOVERED IN GOOD CONDITION.
 BY2468
 BY2468                          STATION RECOVERY (1997)
 BY2468
 BY2468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2468'IN PALESTINE, AT THE INTERSECTION OF NORTH CHURCH AND CRAWFORD
 BY2468'STREETS, IN THE LANDING AT THE SOUTH ENTRANCE TO THE COUNTY
 BY2468'COURTHOUSE, 55.7 M (182.7 FT) EAST OF THE CENTERLINE OF CHURCH STREET,
 BY2468'30.7 M (100.7 FT) NORTH OF THE CENTER OF CRAWFORD STREET, 2.5 M (8.2
 BY2468'FT) ABOVE THE LEVEL OF CRAWFORD STREET, 1.0 M (3.3 FT) EAST OF THE
 BY2468'CENTER OF THE ENTRANCE, AND 0.3 M (1.0 FT) SOUTH OF THE SOUTH FACE OF
 BY2468'THE BUILDING.
 BY2468
 BY2468                          STATION RECOVERY (2002)
 BY2468
 BY2468'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1127 ***********************************************************************
 BZ1127  DESIGNATION -  G 1294
 BZ1127  PID         -  BZ1127
 BZ1127  STATE/COUNTY-  TX/LEON
 BZ1127  USGS QUAD   -  BUFFALO (1982)
 BZ1127
 BZ1127                         *CURRENT SURVEY CONTROL
 BZ1127  ___________________________________________________________________
 BZ1127* NAD 83(1986)-  31 29 58.     (N)    096 00 17.     (W)     SCALED    
 BZ1127* NAVD 88     -        78.868  (meters)     258.75   (feet)  ADJUSTED  
 BZ1127  ___________________________________________________________________
 BZ1127  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BZ1127  DYNAMIC HT  -          78.772 (meters)     258.44  (feet)  COMP
 BZ1127  MODELED GRAV-     979,411.5   (mgal)                       NAVD 88
 BZ1127
 BZ1127  VERT ORDER  -  FIRST     CLASS II
 BZ1127
 BZ1127.The horizontal coordinates were scaled from a topographic map and have
 BZ1127.an estimated accuracy of +/- 6 seconds.
 BZ1127
 BZ1127.The orthometric height was determined by differential leveling
 BZ1127.and adjusted by the National Geodetic Survey in June 1991..
 BZ1127
 BZ1127.The geoid height was determined by GEOID03.
 BZ1127
 BZ1127.The dynamic height is computed by dividing the NAVD 88
 BZ1127.geopotential number by the normal gravity value computed on the
 BZ1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1127.degrees latitude (g = 980.6199 gals.).
 BZ1127
 BZ1127.The modeled gravity was interpolated from observed gravity values.
 BZ1127
 BZ1127;                    North         East    Units  Estimated Accuracy
 BZ1127;SPC TX C     - 3,211,180.    1,111,090.      MT  (+/- 180 meters Scaled)
 BZ1127
 BZ1127                          SUPERSEDED SURVEY CONTROL
 BZ1127
 BZ1127.No superseded survey control is available for this station.
 BZ1127
 BZ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV845888(NAD 83)
 BZ1127_MARKER: DB = BENCH MARK DISK
 BZ1127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1127_SP_SET: STAINLESS STEEL ROD
 BZ1127_STAMPING: G 1294 1980
 BZ1127_PROJECTION: FLUSH
 BZ1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1127_ROD/PIPE-DEPTH: 3.8  meters
 BZ1127
 BZ1127  HISTORY     - Date     Condition        Report By
 BZ1127  HISTORY     - 1980     MONUMENTED       NGS
 BZ1127  HISTORY     - 1990     GOOD             USPSQD
 BZ1127
 BZ1127                          STATION DESCRIPTION
 BZ1127
 BZ1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1127'7.25 KM NE FROM BUFFALO.
 BZ1127'7.25 KM. (4.5 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BZ1127'OF U.S. HIGHWAY 75 IN BUFFALO, AT AN ACCESS ROAD TO A GAS PIPELINE
 BZ1127'RIGHT-OF-WAY, 39.3 M. (129 FT.) SOUTHEAST OF THE CENTERLINE OF THE
 BZ1127'HIGHWAY, 29.3 M. (96.0 FT.) SOUTHWEST OF A GAS PIPELINE, 5.2 M.
 BZ1127'(17.0 FT.) NORTHEAST OF THE CENTER OF THE ACCESS ROAD ENTRANCE GATE,
 BZ1127'0.3 M. (1.0 FT.) NORTHWEST OF A FENCE.  DISK IS 8 CM. BELOW GROUND,
 BZ1127'ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BZ1127'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 BZ1127'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BZ1127
 BZ1127                          STATION RECOVERY (1990)
 BZ1127
 BZ1127'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1162 ***********************************************************************
 BZ1162  DESIGNATION -  G 1295
 BZ1162  PID         -  BZ1162
 BZ1162  STATE/COUNTY-  TX/LIMESTONE
 BZ1162  USGS QUAD   -  TEHUACANA (1978)
 BZ1162
 BZ1162                         *CURRENT SURVEY CONTROL
 BZ1162  ___________________________________________________________________
 BZ1162* NAD 83(1986)-  31 44 54.     (N)    096 35 55.     (W)     SCALED    
 BZ1162* NAVD 88     -       145.639  (meters)     477.82   (feet)  ADJUSTED  
 BZ1162  ___________________________________________________________________
 BZ1162  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 BZ1162  DYNAMIC HT  -         145.466 (meters)     477.25  (feet)  COMP
 BZ1162  MODELED GRAV-     979,448.9   (mgal)                       NAVD 88
 BZ1162
 BZ1162  VERT ORDER  -  FIRST     CLASS II
 BZ1162
 BZ1162.The horizontal coordinates were scaled from a topographic map and have
 BZ1162.an estimated accuracy of +/- 6 seconds.
 BZ1162
 BZ1162.The orthometric height was determined by differential leveling
 BZ1162.and adjusted by the National Geodetic Survey in June 1991..
 BZ1162
 BZ1162.The geoid height was determined by GEOID03.
 BZ1162
 BZ1162.The dynamic height is computed by dividing the NAVD 88
 BZ1162.geopotential number by the normal gravity value computed on the
 BZ1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1162.degrees latitude (g = 980.6199 gals.).
 BZ1162
 BZ1162.The modeled gravity was interpolated from observed gravity values.
 BZ1162
 BZ1162;                    North         East    Units  Estimated Accuracy
 BZ1162;SPC TX C     - 3,236,710.    1,053,790.      MT  (+/- 180 meters Scaled)
 BZ1162
 BZ1162                          SUPERSEDED SURVEY CONTROL
 BZ1162
 BZ1162.No superseded survey control is available for this station.
 BZ1162
 BZ1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA274150(NAD 83)
 BZ1162_MARKER: I = METAL ROD
 BZ1162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1162_SP_SET: STAINLESS STEEL ROD
 BZ1162_STAMPING: G 1295 1980
 BZ1162_PROJECTION: FLUSH
 BZ1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1162_ROD/PIPE-DEPTH: 4.6  meters
 BZ1162
 BZ1162  HISTORY     - Date     Condition        Report By
 BZ1162  HISTORY     - 1980     MONUMENTED       NGS
 BZ1162
 BZ1162                          STATION DESCRIPTION
 BZ1162
 BZ1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1162'13.4 KM NW FROM MEXIA.
 BZ1162'13.4 KM. (8.35 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE
 BZ1162'JUNCTION OF STATE HIGHWAY 14 IN MEXIA, 0.55 KM. (0.35 MI.) EAST OF THE
 BZ1162'JUNCTION OF FARM ROAD 27, AT A PAVED FIELD ENTRANCE ROAD LEADING
 BZ1162'SOUTH, 29.6 M. (97.0 FT.) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 BZ1162'12.5 M. (41.0 FT.) WEST OF THE CENTERLINE OF THE FIELD ROAD AND THE
 BZ1162'CENTER OF A WIRE GATE, 1.8 M. (6.0 FT.) EAST OF SAWED OFF TELEPHONE
 BZ1162'POLE NUMBER 6TA AND A JUNCTION BOX, 0.3 M. (1.0 FT.) NORTH OF A FENCE,
 BZ1162'18.6 M. (61.0 FT.) SOUTH-SOUTHWEST OF THE WEST END OF A CONCRETE
 BZ1162'CULVERT UNDER THE FIELD ROAD, 16.5 M. (54.0 FT.) WEST OF A FENCE
 BZ1162'CORNER.  DATUM POINT IS 4 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BZ1162'THROUGH A 13-CM. LOGO CAP.
 BZ1162'THE MARK IS 0.6 METERS  WNW FROM A WITNESS POST.
 BZ1162'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1887 ***********************************************************************
 BL1887  DESIGNATION -  G 1296
 BL1887  PID         -  BL1887
 BL1887  STATE/COUNTY-  TX/TRINITY
 BL1887  USGS QUAD   -  TRINITY WEST (1972)
 BL1887
 BL1887                         *CURRENT SURVEY CONTROL
 BL1887  ___________________________________________________________________
 BL1887* NAD 83(1986)-  30 57 07.     (N)    095 22 38.     (W)     SCALED    
 BL1887* NAVD 88     -        71.695  (meters)     235.22   (feet)  ADJUSTED  
 BL1887  ___________________________________________________________________
 BL1887  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL1887  DYNAMIC HT  -          71.604 (meters)     234.92  (feet)  COMP
 BL1887  MODELED GRAV-     979,362.2   (mgal)                       NAVD 88
 BL1887
 BL1887  VERT ORDER  -  FIRST     CLASS II
 BL1887
 BL1887.The horizontal coordinates were scaled from a topographic map and have
 BL1887.an estimated accuracy of +/- 6 seconds.
 BL1887
 BL1887.The orthometric height was determined by differential leveling
 BL1887.and adjusted by the National Geodetic Survey in June 1991..
 BL1887
 BL1887.The geoid height was determined by GEOID03.
 BL1887
 BL1887.The dynamic height is computed by dividing the NAVD 88
 BL1887.geopotential number by the normal gravity value computed on the
 BL1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1887.degrees latitude (g = 980.6199 gals.).
 BL1887
 BL1887.The modeled gravity was interpolated from observed gravity values.
 BL1887
 BL1887;                    North         East    Units  Estimated Accuracy
 BL1887;SPC TX C     - 3,153,030.    1,173,350.      MT  (+/- 180 meters Scaled)
 BL1887
 BL1887                          SUPERSEDED SURVEY CONTROL
 BL1887
 BL1887.No superseded survey control is available for this station.
 BL1887
 BL1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ729267(NAD 83)
 BL1887_MARKER: DB = BENCH MARK DISK
 BL1887_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1887_SP_SET: STAINLESS STEEL ROD
 BL1887_STAMPING: G 1296 1980
 BL1887_PROJECTION: FLUSH
 BL1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1887_ROD/PIPE-DEPTH: 4.8  meters
 BL1887
 BL1887  HISTORY     - Date     Condition        Report By
 BL1887  HISTORY     - 1980     MONUMENTED       NGS
 BL1887  HISTORY     - 19960601 GOOD             USPSQD
 BL1887
 BL1887                          STATION DESCRIPTION
 BL1887
 BL1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BL1887'0.65 KM NW FROM TRINITY.
 BL1887'0.65 KM. (0.4 MI.) NORTHWEST ALONG STATE HIGHWAY 19 (PROSPECT STREET)
 BL1887'FROM THE JUNCTION OF STATE HIGHWAY 94 IN TRINITY, AT THE JUNCTION OF
 BL1887'PROSPECT AND ROCKDALE STREETS, 17.5 M. (57.5 FT.) SOUTH AND ACROSS THE
 BL1887'ROAD FROM A CHAIN LINK FENCE WHICH SURROUNDS A SMALL MUNICIPAL WATER
 BL1887'PUMPING STATION, 30.4 M. (99.8 FT.) WEST-SOUTHWEST OF THE CENTERLINE
 BL1887'OF PROSPECT STREET, 9.4 M. (30.8 FT.) SOUTH OF THE CENTERLINE OF
 BL1887'ROCKDALE STREET, 20.5 M. (67.1 FT.) WEST OF A POWERLINE POLE WITH A
 BL1887'STREET LIGHT, 1.4 M. (4.7 FT.) NORTH OF THE NORTH FACE OF A SMALL WOOD
 BL1887'BUILDING, 12.8 M. (42.0 FT.) SOUTHEAST OF A POWERLINE POLE, 6.7 M.
 BL1887'(22.0 FT.) EAST OF THE CENTERLINE OF A PRIVATE DRIVE.  DISK IS 12 CM.
 BL1887'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW
 BL1887'PLUG.
 BL1887'THE MARK IS 1.3 METERS  N FROM A WITNESS POST.
 BL1887'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 BL1887
 BL1887                          STATION RECOVERY (1996)
 BL1887
 BL1887'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2455 ***********************************************************************
 BY2455  DESIGNATION -  G 1297
 BY2455  PID         -  BY2455
 BY2455  STATE/COUNTY-  TX/ANDERSON
 BY2455  USGS QUAD   -  ELKHART CREEK (1982)
 BY2455
 BY2455                         *CURRENT SURVEY CONTROL
 BY2455  ___________________________________________________________________
 BY2455* NAD 83(1986)-  31 37 11.     (N)    095 36 11.     (W)     SCALED    
 BY2455* NAVD 88     -       112.999  (meters)     370.73   (feet)  ADJUSTED  
 BY2455  ___________________________________________________________________
 BY2455  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BY2455  DYNAMIC HT  -         112.860 (meters)     370.27  (feet)  COMP
 BY2455  MODELED GRAV-     979,407.7   (mgal)                       NAVD 88
 BY2455
 BY2455  VERT ORDER  -  FIRST     CLASS II
 BY2455
 BY2455.The horizontal coordinates were scaled from a topographic map and have
 BY2455.an estimated accuracy of +/- 6 seconds.
 BY2455
 BY2455.The orthometric height was determined by differential leveling
 BY2455.and adjusted by the National Geodetic Survey in June 1991..
 BY2455
 BY2455.The geoid height was determined by GEOID03.
 BY2455
 BY2455.The dynamic height is computed by dividing the NAVD 88
 BY2455.geopotential number by the normal gravity value computed on the
 BY2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2455.degrees latitude (g = 980.6199 gals.).
 BY2455
 BY2455.The modeled gravity was interpolated from observed gravity values.
 BY2455
 BY2455;                    North         East    Units  Estimated Accuracy
 BY2455;SPC TX C     - 3,226,050.    1,148,650.      MT  (+/- 180 meters Scaled)
 BY2455
 BY2455                          SUPERSEDED SURVEY CONTROL
 BY2455
 BY2455.No superseded survey control is available for this station.
 BY2455
 BY2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR530012(NAD 83)
 BY2455_MARKER: DB = BENCH MARK DISK
 BY2455_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2455_SP_SET: STAINLESS STEEL ROD
 BY2455_STAMPING: G 1297 1980
 BY2455_PROJECTION: FLUSH
 BY2455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2455_ROD/PIPE-DEPTH: 4.9  meters
 BY2455
 BY2455  HISTORY     - Date     Condition        Report By
 BY2455  HISTORY     - 1980     MONUMENTED       NGS
 BY2455  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY2455
 BY2455                          STATION DESCRIPTION
 BY2455
 BY2455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2455'2.25 KM WEST FROM ELKHART.
 BY2455'2.25 KM. (1.4 MI.) WEST ALONG STATE HIGHWAY 294 FROM THE CROSSING OF
 BY2455'THE MISSOURI PACIFIC RAILROAD IN ELKHART, 24.2 M. (79.5 FT.)
 BY2455'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 59.4 M. (195 FT.)
 BY2455'WEST-NORTHWEST OF THE CENTER OF THE NORTH END OF A TRIPLE-CHANNEL BOX
 BY2455'CULVERT, 4.9 M. (16.0 FT.) WEST OF A BLAZED 30-CM. GUM TREE, 0.3 M.
 BY2455'(1.0 FT.) SOUTH-SOUTHEAST OF A FENCE, 62.8 M. (206 FT.) WEST-NORTHWEST
 BY2455'OF BENCH MARK F 406.  DISK IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS
 BY2455'HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2455'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BY2455'THE MARK IS 3.0 M BELOW THE HIGHWAY.
 BY2455
 BY2455                          STATION RECOVERY (1990)
 BY2455
 BY2455'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0378 ***********************************************************************
 CA0378  DESIGNATION -  G 13
 CA0378  PID         -  CA0378
 CA0378  STATE/COUNTY-  TX/COLEMAN
 CA0378  USGS QUAD   -  LAKE SAN TANA (1963)
 CA0378
 CA0378                         *CURRENT SURVEY CONTROL
 CA0378  ___________________________________________________________________
 CA0378* NAD 83(1986)-  31 45 29.     (N)    099 21 11.     (W)     SCALED    
 CA0378* NAVD 88     -       502.870  (meters)    1649.83   (feet)  POSTED    
 CA0378  ___________________________________________________________________
 CA0378  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CA0378  DYNAMIC HT  -         502.210 (meters)    1647.67  (feet)  COMP
 CA0378  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 CA0378
 CA0378  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CA0378
 CA0378.The horizontal coordinates were scaled from a topographic map and have
 CA0378.an estimated accuracy of +/- 6 seconds.
 CA0378
 CA0378.The orthometric height was determined by differential leveling
 CA0378.and adjusted by the National Geodetic Survey in 1992..
 CA0378.No vertical observational check was made to the station.
 CA0378.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CA0378.was located on a no-check spur therefore a value was not computed.
 CA0378
 CA0378.The geoid height was determined by GEOID03.
 CA0378
 CA0378.The dynamic height is computed by dividing the NAVD 88
 CA0378.geopotential number by the normal gravity value computed on the
 CA0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0378.degrees latitude (g = 980.6199 gals.).
 CA0378
 CA0378.The modeled gravity was interpolated from observed gravity values.
 CA0378
 CA0378;                    North         East    Units  Estimated Accuracy
 CA0378;SPC TX C     - 3,232,260.      792,870.      MT  (+/- 180 meters Scaled)
 CA0378
 CA0378                          SUPERSEDED SURVEY CONTROL
 CA0378
 CA0378  NGVD 29 (??/??/92)  502.753  (m)         1649.45   (f) ADJ UNCH    1 2
 CA0378
 CA0378.Superseded values are not recommended for survey control.
 CA0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0378.See file dsdata.txt to determine how the superseded data were derived.
 CA0378
 CA0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA665136(NAD 83)
 CA0378_MARKER: DD = SURVEY DISK
 CA0378_SETTING: 66 = SET IN ROCK OUTCROP
 CA0378_SP_SET: FLAT ROCK
 CA0378_STAMPING: G 13 1923
 CA0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0378+STABILITY: POSITION/ELEVATION WELL
 CA0378
 CA0378  HISTORY     - Date     Condition        Report By
 CA0378  HISTORY     - 1923     MONUMENTED       USGS
 CA0378  HISTORY     - 1931     GOOD             NGS
 CA0378  HISTORY     - 1935     MARK NOT FOUND   NGS
 CA0378
 CA0378                          STATION DESCRIPTION
 CA0378
 CA0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0378'2.2 MI NW FROM SANTA ANNA.
 CA0378'2.2 MILES NORTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0378'THE STATION AT SANTA ANNA, COLEMAN COUNTY, 300 FEET NORTHWEST OF
 CA0378'MILEPOST 372, 200 FEET SOUTHEAST OF A ROAD CROSSING, 50 FEET WEST OF
 CA0378'THE TRACK, BETWEEN A FENCE AND A ROAD PARALLELING THE TRACK, AND IN A
 CA0378'FLAT ROCK.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED G 13
 CA0378'1923.
 CA0378
 CA0378                          STATION RECOVERY (1935)
 CA0378
 CA0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0645 ***********************************************************************
 AB0645  DESIGNATION -  G 13
 AB0645  PID         -  AB0645
 AB0645  STATE/COUNTY-  TX/CAMERON
 AB0645  USGS QUAD   -  RIO HONDO (1980)
 AB0645
 AB0645                         *CURRENT SURVEY CONTROL
 AB0645  ___________________________________________________________________
 AB0645* NAD 83(1986)-  26 08 13.     (N)    097 33 03.     (W)     SCALED    
 AB0645* NAVD 88     -         8.257  (meters)      27.09   (feet)  ADJUSTED  
 AB0645  ___________________________________________________________________
 AB0645  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 AB0645  DYNAMIC HT  -           8.244 (meters)      27.05  (feet)  COMP
 AB0645  MODELED GRAV-     979,040.8   (mgal)                       NAVD 88
 AB0645
 AB0645  VERT ORDER  -  SECOND    CLASS 0
 AB0645
 AB0645.The horizontal coordinates were scaled from a topographic map and have
 AB0645.an estimated accuracy of +/- 6 seconds.
 AB0645
 AB0645.The orthometric height was determined by differential leveling
 AB0645.and adjusted by the National Geodetic Survey in June 1991..
 AB0645
 AB0645.The geoid height was determined by GEOID03.
 AB0645
 AB0645.The dynamic height is computed by dividing the NAVD 88
 AB0645.geopotential number by the normal gravity value computed on the
 AB0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0645.degrees latitude (g = 980.6199 gals.).
 AB0645
 AB0645.The modeled gravity was interpolated from observed gravity values.
 AB0645
 AB0645;                    North         East    Units  Estimated Accuracy
 AB0645;SPC TX S     - 5,052,460.      394,920.      MT  (+/- 180 meters Scaled)
 AB0645
 AB0645                          SUPERSEDED SURVEY CONTROL
 AB0645
 AB0645  NGVD 29 (??/??/92)    8.364  (m)           27.44   (f) ADJ UNCH    2 0
 AB0645
 AB0645.Superseded values are not recommended for survey control.
 AB0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0645.See file dsdata.txt to determine how the superseded data were derived.
 AB0645
 AB0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP448916(NAD 83)
 AB0645_MARKER: DD = SURVEY DISK
 AB0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0645_SP_SET: CULVERT
 AB0645_STAMPING: G 13 27.30
 AB0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0645
 AB0645  HISTORY     - Date     Condition        Report By
 AB0645  HISTORY     - UNK      MONUMENTED
 AB0645  HISTORY     - 1942     GOOD             NGS
 AB0645  HISTORY     - 1987     GOOD             USPSQD
 AB0645  HISTORY     - 1987     GOOD             USPSQD
 AB0645  HISTORY     - 1987     GOOD             USPSQD
 AB0645  HISTORY     - 1988     GOOD             USPSQD
 AB0645
 AB0645                          STATION DESCRIPTION
 AB0645
 AB0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0645'5.9 MI E FROM SAN BENITO.
 AB0645'5.9 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0645'BENITO, CAMERON COUNTY, 4.1 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0645'TO BAYVIEW.  15 FEET NORTH OF AND 2 FEET HIGHER THAN THE CENTERLINE OF
 AB0645'THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE
 AB0645'NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED G 13 27.30.
 AB0645
 AB0645                          STATION RECOVERY (1987)
 AB0645
 AB0645'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0645'RECOVERED IN GOOD CONDITION.
 AB0645
 AB0645                          STATION RECOVERY (1987)
 AB0645
 AB0645'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0645'RECOVERED IN GOOD CONDITION.
 AB0645
 AB0645                          STATION RECOVERY (1987)
 AB0645
 AB0645'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0645'RECOVERED IN GOOD CONDITION.
 AB0645
 AB0645                          STATION RECOVERY (1988)
 AB0645
 AB0645'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2280 ***********************************************************************
 CS2280  DESIGNATION -  G 130
 CS2280  PID         -  CS2280
 CS2280  STATE/COUNTY-  TX/PARKER
 CS2280  USGS QUAD   -  ANNETA (1979)
 CS2280
 CS2280                         *CURRENT SURVEY CONTROL
 CS2280  ___________________________________________________________________
 CS2280* NAD 83(1986)-  32 43 44.     (N)    097 42 42.     (W)     SCALED    
 CS2280* NAVD 88     -       274.658  (meters)     901.11   (feet)  ADJUSTED  
 CS2280  ___________________________________________________________________
 CS2280  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CS2280  DYNAMIC HT  -         274.325 (meters)     900.01  (feet)  COMP
 CS2280  MODELED GRAV-     979,416.6   (mgal)                       NAVD 88
 CS2280
 CS2280  VERT ORDER  -  FIRST     CLASS II
 CS2280
 CS2280.The horizontal coordinates were scaled from a topographic map and have
 CS2280.an estimated accuracy of +/- 6 seconds.
 CS2280
 CS2280.The orthometric height was determined by differential leveling
 CS2280.and adjusted by the National Geodetic Survey in June 1991..
 CS2280
 CS2280.The geoid height was determined by GEOID03.
 CS2280
 CS2280.The dynamic height is computed by dividing the NAVD 88
 CS2280.geopotential number by the normal gravity value computed on the
 CS2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2280.degrees latitude (g = 980.6199 gals.).
 CS2280
 CS2280.The modeled gravity was interpolated from observed gravity values.
 CS2280
 CS2280;                    North         East    Units  Estimated Accuracy
 CS2280;SPC TXNC     - 2,118,070.      673,890.      MT  (+/- 180 meters Scaled)
 CS2280
 CS2280                          SUPERSEDED SURVEY CONTROL
 CS2280
 CS2280  NGVD 29 (??/??/92)  274.587  (m)          900.87   (f) ADJ UNCH    1 2
 CS2280
 CS2280.Superseded values are not recommended for survey control.
 CS2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2280.See file dsdata.txt to determine how the superseded data were derived.
 CS2280
 CS2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB207219(NAD 83)
 CS2280_MARKER: DB = BENCH MARK DISK
 CS2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2280_STAMPING: G 130 1951
 CS2280_MARK LOGO: CGS   
 CS2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2280+STABILITY: SURFACE MOTION
 CS2280
 CS2280  HISTORY     - Date     Condition        Report By
 CS2280  HISTORY     - 1951     MONUMENTED       CGS
 CS2280  HISTORY     - 1983     GOOD             NGS
 CS2280  HISTORY     - 20051029 MARK NOT FOUND   USPSQD
 CS2280
 CS2280                          STATION DESCRIPTION
 CS2280
 CS2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS2280'2.2 MI W FROM ANNETA.
 CS2280'2.2 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE ROAD
 CS2280'CROSSING AT ANNETA, 2 POLES WEST OF MILEPOST 271, 50 FEET SOUTH OF THE
 CS2280'SOUTH RAIL, 37.5 FEET EAST OF THE CENTER LINE OF A PRIVATE NORTH AND
 CS2280'SOUTH ROAD, 2 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST,
 CS2280'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 CS2280'GROUND.
 CS2280
 CS2280                          STATION RECOVERY (1983)
 CS2280
 CS2280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2280'RECOVERED IN GOOD CONDITION.
 CS2280
 CS2280                          STATION RECOVERY (2005)
 CS2280
 CS2280'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS2280'INACCESSABLE DUE TO PRIVATE OIL CO ROAD CHIEF OIL AND GAS PHONE
 CS2280'800-710-4805 -ACCESS MAY BE OBTAINED THRU RR PROPERY,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1076 ***********************************************************************
 BZ1076  DESIGNATION -  G 1300
 BZ1076  PID         -  BZ1076
 BZ1076  STATE/COUNTY-  TX/MCLENNAN
 BZ1076  USGS QUAD   -  ELM MOTT (1975)
 BZ1076
 BZ1076                         *CURRENT SURVEY CONTROL
 BZ1076  ___________________________________________________________________
 BZ1076* NAD 83(1986)-  31 40 17.     (N)    097 06 01.     (W)     SCALED    
 BZ1076* NAVD 88     -       162.962  (meters)     534.65   (feet)  ADJUSTED  
 BZ1076  ___________________________________________________________________
 BZ1076  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BZ1076  DYNAMIC HT  -         162.759 (meters)     533.99  (feet)  COMP
 BZ1076  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 BZ1076  OBS GRAVITY -     979,387.2   (mgal)                       GRAV_OBS
 BZ1076
 BZ1076  VERT ORDER  -  FIRST     CLASS II
 BZ1076
 BZ1076.The horizontal coordinates were scaled from a topographic map and have
 BZ1076.an estimated accuracy of +/- 6 seconds.
 BZ1076
 BZ1076.The orthometric height was determined by differential leveling
 BZ1076.and adjusted by the National Geodetic Survey in June 1991..
 BZ1076
 BZ1076.The geoid height was determined by GEOID03.
 BZ1076
 BZ1076.The dynamic height is computed by dividing the NAVD 88
 BZ1076.geopotential number by the normal gravity value computed on the
 BZ1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1076.degrees latitude (g = 980.6199 gals.).
 BZ1076
 BZ1076.The modeled gravity was interpolated from observed gravity values.
 BZ1076.The observed gravity was obtained from relative gravimeter ties
 BZ1076.to the IGSN71 gravity network.
 BZ1076
 BZ1076;                    North         East    Units  Estimated Accuracy
 BZ1076;SPC TX C     - 3,226,700.    1,006,530.      MT  (+/- 180 meters Scaled)
 BZ1076
 BZ1076                          SUPERSEDED SURVEY CONTROL
 BZ1076
 BZ1076.No superseded survey control is available for this station.
 BZ1076
 BZ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA800055(NAD 83)
 BZ1076_MARKER: I = METAL ROD
 BZ1076_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1076_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1076_STAMPING: G 1300 1980
 BZ1076_PROJECTION: RECESSED 3 CENTIMETERS
 BZ1076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1076+STABILITY: POSITION/ELEVATION WELL
 BZ1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1076+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 BZ1076_ROD/PIPE-DEPTH: 10.7 meters
 BZ1076_SLEEVE-DEPTH  : 8.5 meters
 BZ1076
 BZ1076  HISTORY     - Date     Condition        Report By
 BZ1076  HISTORY     - 1980     MONUMENTED       NGS
 BZ1076  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 BZ1076  HISTORY     - 19950715 GOOD             USPSQD
 BZ1076  HISTORY     - 20010317 GOOD             USPSQD
 BZ1076  HISTORY     - 20030430 GOOD             NGS
 BZ1076
 BZ1076                          STATION DESCRIPTION
 BZ1076
 BZ1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1076'IN ELM MOTT.
 BZ1076'IN ELM MOTT, AT THE FIRST BAPTIST CHURCH, 55.8 M. (183 FT.) SOUTHWEST
 BZ1076'OF A FIRE HYDRANT, 22.9 M. (75.0 FT.) NORTHEAST OF A LIGHT POLE,
 BZ1076'13.3 M. (43.5 FT.) NORTH OF THE CENTERLINE OF FARM ROAD 308, 2.5 M.
 BZ1076'(8.3 FT.) SOUTH OF THE SOUTHEAST CORNER OF CHURCH, 1.4 M. (4.6 FT.)
 BZ1076'EAST OF THE EDGE OF A SIDEWALK.  DATUM POINT IS 10 CM. BELOW GROUND,
 BZ1076'ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1076'THE MARK IS 0.6 M ABOVE FARM ROAD 308.
 BZ1076
 BZ1076                          STATION RECOVERY (1991)
 BZ1076
 BZ1076'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1076'MARK NOT FOUND.
 BZ1076
 BZ1076                          STATION RECOVERY (1995)
 BZ1076
 BZ1076'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1076'RECOVERED IN GOOD CONDITION.
 BZ1076
 BZ1076                          STATION RECOVERY (2001)
 BZ1076
 BZ1076'RECOVERY NOTE BY US POWER SQUADRON 2001 (JRJ)
 BZ1076'RECOVERED IN GOOD CONDITION.
 BZ1076
 BZ1076                          STATION RECOVERY (2003)
 BZ1076
 BZ1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 BZ1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1058 ***********************************************************************
 BZ1058  DESIGNATION -  G 1301
 BZ1058  PID         -  BZ1058
 BZ1058  STATE/COUNTY-  TX/HILL
 BZ1058  USGS QUAD   -  ABBOTT (1979)
 BZ1058
 BZ1058                         *CURRENT SURVEY CONTROL
 BZ1058  ___________________________________________________________________
 BZ1058* NAD 83(1986)-  31 54 39.     (N)    097 05 45.     (W)     SCALED    
 BZ1058* NAVD 88     -       193.099  (meters)     633.53   (feet)  ADJUSTED  
 BZ1058  ___________________________________________________________________
 BZ1058  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BZ1058  DYNAMIC HT  -         192.860 (meters)     632.74  (feet)  COMP
 BZ1058  MODELED GRAV-     979,400.1   (mgal)                       NAVD 88
 BZ1058
 BZ1058  VERT ORDER  -  FIRST     CLASS II
 BZ1058
 BZ1058.The horizontal coordinates were scaled from a topographic map and have
 BZ1058.an estimated accuracy of +/- 6 seconds.
 BZ1058
 BZ1058.The orthometric height was determined by differential leveling
 BZ1058.and adjusted by the National Geodetic Survey in June 1991..
 BZ1058
 BZ1058.The geoid height was determined by GEOID03.
 BZ1058
 BZ1058.The dynamic height is computed by dividing the NAVD 88
 BZ1058.geopotential number by the normal gravity value computed on the
 BZ1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1058.degrees latitude (g = 980.6199 gals.).
 BZ1058
 BZ1058.The modeled gravity was interpolated from observed gravity values.
 BZ1058
 BZ1058;                    North         East    Units  Estimated Accuracy
 BZ1058;SPC TXNC     - 2,027,970.      732,820.      MT  (+/- 180 meters Scaled)
 BZ1058
 BZ1058                          SUPERSEDED SURVEY CONTROL
 BZ1058
 BZ1058.No superseded survey control is available for this station.
 BZ1058
 BZ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA800321(NAD 83)
 BZ1058_MARKER: I = METAL ROD
 BZ1058_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1058_SP_SET: STAINLESS STEEL ROD
 BZ1058_STAMPING: G 1301 1980
 BZ1058_PROJECTION: FLUSH
 BZ1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1058+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 BZ1058_ROD/PIPE-DEPTH: 9.1  meters
 BZ1058
 BZ1058  HISTORY     - Date     Condition        Report By
 BZ1058  HISTORY     - 1980     MONUMENTED       NGS
 BZ1058  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 BZ1058  HISTORY     - 19950715 GOOD             USPSQD
 BZ1058  HISTORY     - 20040315 GOOD             TRANS
 BZ1058
 BZ1058                          STATION DESCRIPTION
 BZ1058
 BZ1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1058'12.2 KM SE FROM HILLSBORO.
 BZ1058'2.2 KM. (1.4 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ1058'COURTHOUSE IN HILLSBORO TO THE JUNCTION OF A FRONTAGE ROAD WHICH
 BZ1058'PARALLELS INTERSTATE 35 ON THE WEST SIDE, THENCE 10.0 KM. (6.2 MI.)
 BZ1058'SOUTHEAST ALONG THE FRONTAGE ROAD, AT A PRIVATE ENTRANCE LEADING WEST
 BZ1058'TO A SMALL FARM, 18.6 M. (61.0 FT.) WEST-SOUTHWEST OF THE CENTERLINE
 BZ1058'OF THE FRONTAGE ROAD, 21.3 M. (70.0 FT.) SOUTH-SOUTHWEST OF THE
 BZ1058'SOUTHERNMOST ONE OF TWO GRAVEL ENTRANCE ROADS, 17.0 M. (55.9 FT.)
 BZ1058'SOUTH-SOUTHWEST OF THE SOUTHEAST END OF A 60-CM. METAL PIPE CULVERT,
 BZ1058'0.3 M. (1.0 FT.) EAST-NORTHEAST OF A FENCE, 0.36 M. (1.2 FT.) NORTH OF
 BZ1058'A METAL CORNER FENCE POST.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS
 BZ1058'TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1058'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 BZ1058'THE MARK IS 0.4 M ABOVE THE ROAD.
 BZ1058
 BZ1058                          STATION RECOVERY (1995)
 BZ1058
 BZ1058'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1058'MARK NOT FOUND.
 BZ1058
 BZ1058                          STATION RECOVERY (1995)
 BZ1058
 BZ1058'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1058'RECOVERED IN GOOD CONDITION.
 BZ1058
 BZ1058                          STATION RECOVERY (2004)
 BZ1058
 BZ1058'RECOVERY NOTE BY TRANSYSTEMS 2004 (MJB)
 BZ1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1084 ***********************************************************************
 BZ1084  DESIGNATION -  G 1302
 BZ1084  PID         -  BZ1084
 BZ1084  STATE/COUNTY-  TX/MCLENNAN
 BZ1084  USGS QUAD   -  WACO EAST (1975)
 BZ1084
 BZ1084                         *CURRENT SURVEY CONTROL
 BZ1084  ___________________________________________________________________
 BZ1084* NAD 83(1986)-  31 34 41.     (N)    097 06 45.     (W)     SCALED    
 BZ1084* NAVD 88     -       124.847  (meters)     409.60   (feet)  ADJUSTED  
 BZ1084  ___________________________________________________________________
 BZ1084  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BZ1084  DYNAMIC HT  -         124.691 (meters)     409.09  (feet)  COMP
 BZ1084  MODELED GRAV-     979,390.4   (mgal)                       NAVD 88
 BZ1084
 BZ1084  VERT ORDER  -  FIRST     CLASS II
 BZ1084
 BZ1084.The horizontal coordinates were scaled from a topographic map and have
 BZ1084.an estimated accuracy of +/- 6 seconds.
 BZ1084
 BZ1084.The orthometric height was determined by differential leveling
 BZ1084.and adjusted by the National Geodetic Survey in June 1991..
 BZ1084
 BZ1084.The geoid height was determined by GEOID03.
 BZ1084
 BZ1084.The dynamic height is computed by dividing the NAVD 88
 BZ1084.geopotential number by the normal gravity value computed on the
 BZ1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1084.degrees latitude (g = 980.6199 gals.).
 BZ1084
 BZ1084.The modeled gravity was interpolated from observed gravity values.
 BZ1084
 BZ1084;                    North         East    Units  Estimated Accuracy
 BZ1084;SPC TX C     - 3,216,320.    1,005,670.      MT  (+/- 180 meters Scaled)
 BZ1084
 BZ1084                          SUPERSEDED SURVEY CONTROL
 BZ1084
 BZ1084.No superseded survey control is available for this station.
 BZ1084
 BZ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV791952(NAD 83)
 BZ1084_MARKER: I = METAL ROD
 BZ1084_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1084_SP_SET: STAINLESS STEEL ROD
 BZ1084_STAMPING: G 1302 1980
 BZ1084_PROJECTION: FLUSH
 BZ1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1084+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1084_ROD/PIPE-DEPTH: 9.8  meters
 BZ1084
 BZ1084  HISTORY     - Date     Condition        Report By
 BZ1084  HISTORY     - 1980     MONUMENTED       NGS
 BZ1084  HISTORY     - 19910424 GOOD             USPSQD
 BZ1084  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1084  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1084  HISTORY     - 20031012 GOOD             USPSQD
 BZ1084  HISTORY     - 20050727 GOOD             USPSQD
 BZ1084
 BZ1084                          STATION DESCRIPTION
 BZ1084
 BZ1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1084'IN WACO.
 BZ1084'IN WACO, AT THE INTERCHANGE OF INTERSTATE 35, U.S. 84 AND BUSINES
 BZ1084'ROUTES 77 AND 81, TWO BLOCKS WEST OF THE TEXAS HIGHWAY DEPARTMENT
 BZ1084'DISTRICT OFFICE, AT THE NORTHWEST QUADRANT OF THE INTERCHANGE, 13.6 M.
 BZ1084'(44.7 FT.) WEST-NORTHWEST OF THE CENTERLINE OF THE WEST FRONTAGE ROAD,
 BZ1084'42.7 M. (140 FT.) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 77 BUSINESS
 BZ1084'NORTHBOUND, 23.8 M. (78.0 FT.) SOUTH OF THE WESTERNMOST LEG OF A PAUL
 BZ1084'QUINN COLLEGE HIGHWAY SIGN, 19.1 M. (62.6 FT.) SOUTH OF A CORNER FENCE
 BZ1084'POST, 0.3 M. (1.0 FT.) EAST OF A FENCE, 23.5 M. (77.0 FT.) NORTHWEST
 BZ1084'OF A STREET LIGHT POLE, 2.2 M. (7.2 FT.) NORTH OF A GUYED POWERLINE
 BZ1084'POLE, 16.3 M. (53.5 FT.) NORTH OF A TRACK ROAD LEADING WEST, 21.9 M.
 BZ1084'(72.0 FT.) NORTH OF A CORNER FENCE POST.  DATUM POINT IS 10 CM. BELOW
 BZ1084'GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1084'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BZ1084'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 BZ1084
 BZ1084                          STATION RECOVERY (1991)
 BZ1084
 BZ1084'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1084'RECOVERED IN GOOD CONDITION.
 BZ1084
 BZ1084                          STATION RECOVERY (1995)
 BZ1084
 BZ1084'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1084'MARK NOT FOUND.
 BZ1084
 BZ1084                          STATION RECOVERY (2001)
 BZ1084
 BZ1084'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ1084'MARK NOT FOUND.
 BZ1084
 BZ1084                          STATION RECOVERY (2003)
 BZ1084
 BZ1084'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1084'FENCE AND SIGN ARE GONE BUT FAINT TRACK ROAD CAN BE SEEN AND POWER
 BZ1084'POLE IS STILL THERE.
 BZ1084
 BZ1084                          STATION RECOVERY (2005)
 BZ1084
 BZ1084'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1188 ***********************************************************************
 BZ1188  DESIGNATION -  G 1303
 BZ1188  PID         -  BZ1188
 BZ1188  STATE/COUNTY-  TX/BELL
 BZ1188  USGS QUAD   -  TEMPLE (1993)
 BZ1188
 BZ1188                         *CURRENT SURVEY CONTROL
 BZ1188  ___________________________________________________________________
 BZ1188* NAD 83(1986)-  31 00 50.     (N)    097 20 13.     (W)     SCALED    
 BZ1188* NAVD 88     -       172.524  (meters)     566.02   (feet)  ADJUSTED  
 BZ1188  ___________________________________________________________________
 BZ1188  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BZ1188  DYNAMIC HT  -         172.296 (meters)     565.27  (feet)  COMP
 BZ1188  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 BZ1188
 BZ1188  VERT ORDER  -  FIRST     CLASS II
 BZ1188
 BZ1188.The horizontal coordinates were scaled from a topographic map and have
 BZ1188.an estimated accuracy of +/- 6 seconds.
 BZ1188
 BZ1188.The orthometric height was determined by differential leveling
 BZ1188.and adjusted by the National Geodetic Survey in June 1991..
 BZ1188
 BZ1188.The geoid height was determined by GEOID03.
 BZ1188
 BZ1188.The dynamic height is computed by dividing the NAVD 88
 BZ1188.geopotential number by the normal gravity value computed on the
 BZ1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1188.degrees latitude (g = 980.6199 gals.).
 BZ1188
 BZ1188.The modeled gravity was interpolated from observed gravity values.
 BZ1188
 BZ1188;                    North         East    Units  Estimated Accuracy
 BZ1188;SPC TX C     - 3,153,200.      986,060.      MT  (+/- 180 meters Scaled)
 BZ1188
 BZ1188                          SUPERSEDED SURVEY CONTROL
 BZ1188
 BZ1188.No superseded survey control is available for this station.
 BZ1188
 BZ1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV587323(NAD 83)
 BZ1188_MARKER: I = METAL ROD
 BZ1188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1188_SP_SET: STAINLESS STEEL ROD
 BZ1188_STAMPING: G 1303 1980
 BZ1188_MARK LOGO: NGS   
 BZ1188_PROJECTION: RECESSED 5 CENTIMETERS
 BZ1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1188_ROD/PIPE-DEPTH: 4.6  meters
 BZ1188
 BZ1188  HISTORY     - Date     Condition        Report By
 BZ1188  HISTORY     - 1980     MONUMENTED       NGS
 BZ1188  HISTORY     - 20010317 GOOD             USPSQD
 BZ1188  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1188
 BZ1188                          STATION DESCRIPTION
 BZ1188
 BZ1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1188'10.6 KM (6.6 MI) SOUTH FROM TEMPLE.
 BZ1188'3.3 KM (2.05 MI) SOUTH ALONG STATE HIGHWAY SPUR 290 FROM THE JUNCTION
 BZ1188'OF STATE HIGHWAY 53 IN TEMPLE, THENCE 2.3 KM (1.45 MI) SOUTHEAST ALONG
 BZ1188'U.S. HIGHWAY 190 EAST, THENCE 5.0 KM (3.1 MI) SOUTH ALONG STATE
 BZ1188'HIGHWAY 95, ALSO 3.7 KM (2.3 MI) NORTH ALONG STATE HIGHWAY 95 FROM THE
 BZ1188'JUNCTION OF FARM ROAD 436 IN ACADEMY, 18.3 METERS (60.0 FT) WEST OF
 BZ1188'THE CENTERLINE OF THE HIGHWAY, 38.1 METERS (125 FT) SOUTH OF THE CREST
 BZ1188'OF A SMALL HILL, 120 METERS (400 FT) NORTH OF A FIELD ENTRANCE LEADING
 BZ1188'WEST, 30.2 METERS (99.0 FT) NORTH OF A WATER METER, 15.2 METERS
 BZ1188'(50.0 FT) SOUTH OF A CORNER FENCE POST, 24.1 METERS (79.0 FT) NORTH OF
 BZ1188'A POWERLINE POLE, 0.3 METER (1.0 FT) EAST OF A FENCE.
 BZ1188'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 BZ1188'THE MARK IS 0.45 M BELOW THE HIGHWAY.
 BZ1188
 BZ1188                          STATION RECOVERY (2001)
 BZ1188
 BZ1188'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ1188'RECOVERED IN GOOD CONDITION.
 BZ1188
 BZ1188                          STATION RECOVERY (2003)
 BZ1188
 BZ1188'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1188'THE LANDOWNER DUG THIS MARK UP.HE WROTE A LETTER TO NGS AND RECEIVED
 BZ1188'PERMISSION TO REMOVE IT. HE HAS THE LETTER AND THE MARK IN HIS
 BZ1188'POSSESSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0750 ***********************************************************************
 BM0750  DESIGNATION -  G 1304
 BM0750  PID         -  BM0750
 BM0750  STATE/COUNTY-  TX/HAYS
 BM0750  USGS QUAD   -  BUDA (1994)
 BM0750
 BM0750                         *CURRENT SURVEY CONTROL
 BM0750  ___________________________________________________________________
 BM0750* NAD 83(1986)-  30 04 50.     (N)    097 49 20.     (W)     SCALED    
 BM0750* NAVD 88     -       224.325  (meters)     735.97   (feet)  ADJUSTED  
 BM0750  ___________________________________________________________________
 BM0750  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0750  DYNAMIC HT  -         224.011 (meters)     734.94  (feet)  COMP
 BM0750  MODELED GRAV-     979,241.3   (mgal)                       NAVD 88
 BM0750
 BM0750  VERT ORDER  -  FIRST     CLASS II
 BM0750
 BM0750.The horizontal coordinates were scaled from a topographic map and have
 BM0750.an estimated accuracy of +/- 6 seconds.
 BM0750
 BM0750.The orthometric height was determined by differential leveling
 BM0750.and adjusted by the National Geodetic Survey in June 1991..
 BM0750
 BM0750.The geoid height was determined by GEOID03.
 BM0750
 BM0750.The dynamic height is computed by dividing the NAVD 88
 BM0750.geopotential number by the normal gravity value computed on the
 BM0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0750.degrees latitude (g = 980.6199 gals.).
 BM0750
 BM0750.The modeled gravity was interpolated from observed gravity values.
 BM0750
 BM0750;                    North         East    Units  Estimated Accuracy
 BM0750;SPC TXSC     - 4,249,630.      713,540.      MT  (+/- 180 meters Scaled)
 BM0750
 BM0750                          SUPERSEDED SURVEY CONTROL
 BM0750
 BM0750.No superseded survey control is available for this station.
 BM0750
 BM0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU135282(NAD 83)
 BM0750_MARKER: I = METAL ROD
 BM0750_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM0750_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM0750_STAMPING: G 1304 1980
 BM0750_MARK LOGO: NGS   
 BM0750_PROJECTION: RECESSED 3 CENTIMETERS
 BM0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0750+STABILITY: POSITION/ELEVATION WELL
 BM0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0750+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 BM0750_ROD/PIPE-DEPTH: 11.1 meters
 BM0750_SLEEVE-DEPTH  : 9.1 meters
 BM0750
 BM0750  HISTORY     - Date     Condition        Report By
 BM0750  HISTORY     - 1980     MONUMENTED       NGS
 BM0750  HISTORY     - 1990     GOOD             USPSQD
 BM0750  HISTORY     - 19910828 GOOD             USPSQD
 BM0750  HISTORY     - 19930808 GOOD             USPSQD
 BM0750  HISTORY     - 19950726 GOOD             USPSQD
 BM0750  HISTORY     - 19990925 GOOD             USPSQD
 BM0750  HISTORY     - 20040726 GOOD             TXDOT
 BM0750
 BM0750                          STATION DESCRIPTION
 BM0750
 BM0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0750'11.7 KM (7.3 MI) NE FROM KYLE.
 BM0750'11.7 KM (7.3 MI) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BM0750'35 FROM THE FARM ROAD 150 EAST OVERPASS IN KYLE, 0.2 KM (0.1 MI)
 BM0750'NORTHEAST OF THE JUNCTION OF FARM ROAD 2001, AT THE SANTA CRUZ
 BM0750'CATHOLIC CHURCH NEAR BUDA, 26.8 METERS (88.0 FT) SOUTHEAST OF THE
 BM0750'CENTERLINE OF THE FRONTAGE ROAD, 10.1 METERS (33.0 FT) SOUTHWEST OF A
 BM0750'LIGHT POLE, 11.1 METERS (36.3 FT) WEST-NORTHWEST OF THE CENTER OF THE
 BM0750'TWO DOORS AT THE NORTH ENTRANCE TO THE CHURCH, 6.3 METERS (20.7 FT)
 BM0750'NORTHWEST OF THE NORTHWESTERNMOST CORNER OF THE CHURCH, 6.9 METERS
 BM0750'(22.5 FT) WEST OF A PILGRIM VIRGIN OF FATIMA STATUE, 1.4 METERS
 BM0750'(4.6 FT) SOUTHWEST OF THE SOUTH EDGE OF THE FOUNDATION OF A CHURCH
 BM0750'SIGN.
 BM0750'THE MARK IS 1.5 M BELOW THE FRONTAGE ROAD.
 BM0750
 BM0750                          STATION RECOVERY (1990)
 BM0750
 BM0750'RECOVERY NOTE BY US POWER SQUADRON 1990 (HJC)
 BM0750'RECOVERED IN GOOD CONDITION.
 BM0750
 BM0750                          STATION RECOVERY (1991)
 BM0750
 BM0750'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0750'RECOVERED IN GOOD CONDITION.
 BM0750
 BM0750                          STATION RECOVERY (1993)
 BM0750
 BM0750'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BM0750'RECOVERED IN GOOD CONDITION.
 BM0750
 BM0750                          STATION RECOVERY (1995)
 BM0750
 BM0750'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0750'RECOVERED IN GOOD CONDITION.
 BM0750
 BM0750                          STATION RECOVERY (1999)
 BM0750
 BM0750'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0750'RECOVERED IN GOOD CONDITION.
 BM0750
 BM0750                          STATION RECOVERY (2004)
 BM0750
 BM0750'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2004 (AF)
 BM0750'HORIZONTAL WGS 84 COORDINATES 1 METER ACCURACY
 BM0750'LATITUDE  30 04 49.93158 N
 BM0750'LONGITUDE 97 49 20.64509 W
 BM0750' 
 BM0750'NOT SUITABLE FOR GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0788 ***********************************************************************
 BM0788  DESIGNATION -  G 1304 WM CO
 BM0788  PID         -  BM0788
 BM0788  STATE/COUNTY-  TX/WILLIAMSON
 BM0788  USGS QUAD   -  WEIR (1982)
 BM0788
 BM0788                         *CURRENT SURVEY CONTROL
 BM0788  ___________________________________________________________________
 BM0788* NAD 83(1986)-  30 41 22.     (N)    097 32 01.     (W)     SCALED    
 BM0788* NAVD 88     -       227.000  (meters)     744.75   (feet)  ADJUSTED  
 BM0788  ___________________________________________________________________
 BM0788  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BM0788  DYNAMIC HT  -         226.695 (meters)     743.75  (feet)  COMP
 BM0788  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 BM0788
 BM0788  VERT ORDER  -  FIRST     CLASS II
 BM0788
 BM0788.The horizontal coordinates were scaled from a topographic map and have
 BM0788.an estimated accuracy of +/- 6 seconds.
 BM0788
 BM0788.The orthometric height was determined by differential leveling
 BM0788.and adjusted by the National Geodetic Survey in June 1991..
 BM0788
 BM0788.The geoid height was determined by GEOID03.
 BM0788
 BM0788.The dynamic height is computed by dividing the NAVD 88
 BM0788.geopotential number by the normal gravity value computed on the
 BM0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0788.degrees latitude (g = 980.6199 gals.).
 BM0788
 BM0788.The modeled gravity was interpolated from observed gravity values.
 BM0788
 BM0788;                    North         East    Units  Estimated Accuracy
 BM0788;SPC TX C     - 3,116,760.      968,190.      MT  (+/- 180 meters Scaled)
 BM0788
 BM0788                          SUPERSEDED SURVEY CONTROL
 BM0788
 BM0788.No superseded survey control is available for this station.
 BM0788
 BM0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU404961(NAD 83)
 BM0788_MARKER: I = METAL ROD
 BM0788_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0788_SP_SET: STAINLESS STEEL ROD
 BM0788_STAMPING: G 1304 1980
 BM0788_MARK LOGO: NGS   
 BM0788_PROJECTION: FLUSH
 BM0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0788+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 BM0788_ROD/PIPE-DEPTH: 1.52 meters
 BM0788
 BM0788  HISTORY     - Date     Condition        Report By
 BM0788  HISTORY     - 1980     MONUMENTED       NGS
 BM0788  HISTORY     - 19991231 GOOD             USPSQD
 BM0788  HISTORY     - 20020314 GOOD             TXDOT
 BM0788  HISTORY     - 20050724 GOOD             USPSQD
 BM0788
 BM0788                          STATION DESCRIPTION
 BM0788
 BM0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0788'5.8 KM (3.6 MI) NE FROM WEIR.
 BM0788'5.8 KM (3.6 MI) EAST-NORTHEAST ALONG FARM ROAD 971 FROM THE JUNCTION
 BM0788'OF FARM ROAD 1105 IN WEIR, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 BM0788'SOUTH ACROSS THE MISSOURI KANSAS AND TEXAS RAILROAD, 21.6 METERS
 BM0788'(71.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE FARM ROAD,
 BM0788'6.1 METERS (20.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE GRAVEL
 BM0788'ROAD, 21.3 METERS (70.0 FT) NORTHWEST OF THE NORTHWEST RAIL,
 BM0788'2.1 METERS (7.0 FT) NORTH-NORTHEAST OF THE WEST END OF A FENCE,
 BM0788'1.8 METERS (6.0 FT) NORTHEAST OF A RIGHT-OF-WAY MARKER, 0.3 METER
 BM0788'(1.0 FT) NORTHWEST OF A FENCE.
 BM0788'THE MARK IS 0.46 METERS  WNW FROM A WITNESS POST.
 BM0788'THE MARK IS 0.9 M ABOVE FARM ROAD 971.
 BM0788
 BM0788                          STATION RECOVERY (1999)
 BM0788
 BM0788'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0788'RECOVERED IN GOOD CONDITION.
 BM0788
 BM0788                          STATION RECOVERY (2002)
 BM0788
 BM0788'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2002 (WEH)
 BM0788'DISTANCE EAST FROM INTERSECTION OF FM 971 AND FM 1105, IN WEIR, IS
 BM0788'3.33 MILES, RATHER THAN 3.6 MILES IN 1980 DESCRIPTION.
 BM0788
 BM0788                          STATION RECOVERY (2005)
 BM0788
 BM0788'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0812 ***********************************************************************
 BM0812  DESIGNATION -  G 1306
 BM0812  PID         -  BM0812
 BM0812  STATE/COUNTY-  TX/TRAVIS
 BM0812  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0812
 BM0812                         *CURRENT SURVEY CONTROL
 BM0812  ___________________________________________________________________
 BM0812* NAD 83(1986)-  30 24 33.     (N)    097 40 27.     (W)     SCALED    
 BM0812* NAVD 88     -       223.504  (meters)     733.28   (feet)  ADJUSTED  
 BM0812  ___________________________________________________________________
 BM0812  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BM0812  DYNAMIC HT  -         223.201 (meters)     732.29  (feet)  COMP
 BM0812  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 BM0812
 BM0812  VERT ORDER  -  FIRST     CLASS II
 BM0812
 BM0812.The horizontal coordinates were scaled from a topographic map and have
 BM0812.an estimated accuracy of +/- 6 seconds.
 BM0812
 BM0812.The orthometric height was determined by differential leveling
 BM0812.and adjusted by the National Geodetic Survey in June 1991..
 BM0812
 BM0812.The geoid height was determined by GEOID03.
 BM0812
 BM0812.The dynamic height is computed by dividing the NAVD 88
 BM0812.geopotential number by the normal gravity value computed on the
 BM0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0812.degrees latitude (g = 980.6199 gals.).
 BM0812
 BM0812.The modeled gravity was interpolated from observed gravity values.
 BM0812
 BM0812;                    North         East    Units  Estimated Accuracy
 BM0812;SPC TX C     - 3,085,360.      955,470.      MT  (+/- 180 meters Scaled)
 BM0812
 BM0812                          SUPERSEDED SURVEY CONTROL
 BM0812
 BM0812.No superseded survey control is available for this station.
 BM0812
 BM0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU273648(NAD 83)
 BM0812_MARKER: DB = BENCH MARK DISK
 BM0812_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0812_SP_SET: OVERPASS PIER
 BM0812_STAMPING: G 1306 1980
 BM0812_MARK LOGO: NGS   
 BM0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0812
 BM0812  HISTORY     - Date     Condition        Report By
 BM0812  HISTORY     - 1980     MONUMENTED       NGS
 BM0812  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 BM0812  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0812
 BM0812                          STATION DESCRIPTION
 BM0812
 BM0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0812'12.6 KM (7.85 MI) SOUTH FROM ROUND ROCK.
 BM0812'3.55 KM (2.2 MI) SOUTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0812'JUNCTION OF RANCH ROAD 620 WEST IN ROUND ROCK, THENCE 9.1 KM (5.65 MI)
 BM0812'SOUTH ALONG THE WEST FRONTAGE ROAD OF INTERSTATE 35, AT THE JUNCTION
 BM0812'OF PARMER LANE (INTERSTATE EXIT 245), SET VERTICALLY IN THE NORTHWEST
 BM0812'FACE OF THE NORTHWESTERNMOST PIER OF THE PARMER LANE OVERPASS OVER
 BM0812'INTERSTATE 35, 9.3 METERS (30.4 FT) WEST OF THE CENTERLINE OF
 BM0812'INTERSTATE 35 SOUTHBOUND, 1.9 METERS (6.1 FT) WEST OF A METAL
 BM0812'GUARDRAIL.  NOTE-BRIDGE PIERS ARE DRILLED INTO HARD LIMESTONE AND
 BM0812'AUSTIN CHALK.
 BM0812'THE MARK IS 1.5 M ABOVE THE GROUND.
 BM0812
 BM0812                          STATION RECOVERY (1995)
 BM0812
 BM0812'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0812'MARK NOT FOUND.
 BM0812
 BM0812                          STATION RECOVERY (2003)
 BM0812
 BM0812'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1566 ***********************************************************************
 AY1566  DESIGNATION -  G 1308
 AY1566  PID         -  AY1566
 AY1566  STATE/COUNTY-  TX/COMAL
 AY1566  USGS QUAD   -  NEW BRAUNFELS EAST (1994)
 AY1566
 AY1566                         *CURRENT SURVEY CONTROL
 AY1566  ___________________________________________________________________
 AY1566* NAD 83(1986)-  29 42 12.     (N)    098 07 29.     (W)     SCALED    
 AY1566* NAVD 88     -       193.361  (meters)     634.39   (feet)  ADJUSTED  
 AY1566  ___________________________________________________________________
 AY1566  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AY1566  DYNAMIC HT  -         193.083 (meters)     633.47  (feet)  COMP
 AY1566  MODELED GRAV-     979,204.9   (mgal)                       NAVD 88
 AY1566
 AY1566  VERT ORDER  -  FIRST     CLASS II
 AY1566
 AY1566.The horizontal coordinates were scaled from a topographic map and have
 AY1566.an estimated accuracy of +/- 6 seconds.
 AY1566
 AY1566.The orthometric height was determined by differential leveling
 AY1566.and adjusted by the National Geodetic Survey in June 1991..
 AY1566
 AY1566.The geoid height was determined by GEOID03.
 AY1566
 AY1566.The dynamic height is computed by dividing the NAVD 88
 AY1566.geopotential number by the normal gravity value computed on the
 AY1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1566.degrees latitude (g = 980.6199 gals.).
 AY1566
 AY1566.The modeled gravity was interpolated from observed gravity values.
 AY1566
 AY1566;                    North         East    Units  Estimated Accuracy
 AY1566;SPC TXSC     - 4,207,560.      684,690.      MT  (+/- 180 meters Scaled)
 AY1566
 AY1566                          SUPERSEDED SURVEY CONTROL
 AY1566
 AY1566.No superseded survey control is available for this station.
 AY1566
 AY1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT846862(NAD 83)
 AY1566_MARKER: DB = BENCH MARK DISK
 AY1566_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AY1566+WITH SETTING: PAVEMENT
 AY1566_SP_SET: BUILDING STEP BALUSTRADE
 AY1566_STAMPING: G 1308 1980
 AY1566_MARK LOGO: NGS   
 AY1566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1566
 AY1566  HISTORY     - Date     Condition        Report By
 AY1566  HISTORY     - 1980     MONUMENTED       NGS
 AY1566  HISTORY     - 1987     GOOD             USPSQD
 AY1566  HISTORY     - 1989     GOOD             USPSQD
 AY1566  HISTORY     - 19901020 POOR             USPSQD
 AY1566  HISTORY     - 19930808 GOOD             USPSQD
 AY1566  HISTORY     - 19990925 GOOD             USPSQD
 AY1566  HISTORY     - 20030517 POOR             USPSQD
 AY1566  HISTORY     - 20060719 POOR             USPSQD
 AY1566
 AY1566                          STATION DESCRIPTION
 AY1566
 AY1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1566'IN NEW BRAUNFELS.
 AY1566'IN NEW BRAUNFELS, AT THE INTERSECTION OF NORTH SEGUIN STREET AND EAST
 AY1566'SAN ANTONIO STREET, ON THE TOP CENTER OF THE SOUTHEAST STONE STEP AT
 AY1566'THE SOUTH ENTRANCE OF THE COMAL COUNTY COURTHOUSE (BUILT IN 1898),
 AY1566'11.9 METERS (39.0 FT) NORTH OF THE NORTH CURB OF SEGUIN STREET,
 AY1566'10.6 METERS (34.8 FT) WEST OF THE WEST CURB OF SAN ANTONIO STREET.
 AY1566'THE MARK IS 1.2 M ABOVE THE SIDEWALK.
 AY1566
 AY1566                          STATION RECOVERY (1987)
 AY1566
 AY1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (RB)
 AY1566'RECOVERED IN GOOD CONDITION.
 AY1566
 AY1566                          STATION RECOVERY (1989)
 AY1566
 AY1566'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1566'RECOVERED IN GOOD CONDITION.
 AY1566
 AY1566                          STATION RECOVERY (1990)
 AY1566
 AY1566'RECOVERY NOTE BY US POWER SQUADRON 1990 (SES)
 AY1566'MARK RECOVERED IN POOR CONDITION.
 AY1566
 AY1566                          STATION RECOVERY (1993)
 AY1566
 AY1566'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1566'RECOVERED IN GOOD CONDITION.
 AY1566
 AY1566                          STATION RECOVERY (1999)
 AY1566
 AY1566'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1566'RECOVERED IN GOOD CONDITION.
 AY1566
 AY1566                          STATION RECOVERY (2003)
 AY1566
 AY1566'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 AY1566'MARK RECOVERED IN POOR CONDITION.
 AY1566
 AY1566                          STATION RECOVERY (2006)
 AY1566
 AY1566'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AY1566'CANNOT READ STAMPING ON THE DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2295 ***********************************************************************
 CS2295  DESIGNATION -  G 131
 CS2295  PID         -  CS2295
 CS2295  STATE/COUNTY-  TX/PARKER
 CS2295  USGS QUAD   -  LAKE WEATHERFORD (1979)
 CS2295
 CS2295                         *CURRENT SURVEY CONTROL
 CS2295  ___________________________________________________________________
 CS2295* NAD 83(1986)-  32 47 40.     (N)    097 43 30.     (W)     SCALED    
 CS2295* NAVD 88     -       330.413  (meters)    1084.03   (feet)  ADJUSTED  
 CS2295  ___________________________________________________________________
 CS2295  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CS2295  DYNAMIC HT  -         330.012 (meters)    1082.71  (feet)  COMP
 CS2295  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 CS2295
 CS2295  VERT ORDER  -  FIRST     CLASS II
 CS2295
 CS2295.The horizontal coordinates were scaled from a topographic map and have
 CS2295.an estimated accuracy of +/- 6 seconds.
 CS2295
 CS2295.The orthometric height was determined by differential leveling
 CS2295.and adjusted by the National Geodetic Survey in June 1991..
 CS2295
 CS2295.The geoid height was determined by GEOID03.
 CS2295
 CS2295.The dynamic height is computed by dividing the NAVD 88
 CS2295.geopotential number by the normal gravity value computed on the
 CS2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2295.degrees latitude (g = 980.6199 gals.).
 CS2295
 CS2295.The modeled gravity was interpolated from observed gravity values.
 CS2295
 CS2295;                    North         East    Units  Estimated Accuracy
 CS2295;SPC TXNC     - 2,125,330.      672,590.      MT  (+/- 180 meters Scaled)
 CS2295
 CS2295                          SUPERSEDED SURVEY CONTROL
 CS2295
 CS2295  NGVD 29 (??/??/92)  330.329  (m)         1083.75   (f) ADJ UNCH    1 2
 CS2295
 CS2295.Superseded values are not recommended for survey control.
 CS2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2295.See file dsdata.txt to determine how the superseded data were derived.
 CS2295
 CS2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB193292(NAD 83)
 CS2295_MARKER: DB = BENCH MARK DISK
 CS2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2295_STAMPING: G 131 1952
 CS2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2295+STABILITY: SURFACE MOTION
 CS2295
 CS2295  HISTORY     - Date     Condition        Report By
 CS2295  HISTORY     - 1952     MONUMENTED       CGS
 CS2295  HISTORY     - 1964     GOOD             NGS
 CS2295  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2295
 CS2295                          STATION DESCRIPTION
 CS2295
 CS2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2295'6.6 MI NE FROM WEATHERFORD.
 CS2295'0.8 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CS2295'WEATHERFORD, THENCE 2.25 MILES NORTHEAST ALONG DENTON ROAD, THENCE 1.7
 CS2295'MILES NORTHEAST ALONG A WINDING DIRT ROAD, THENCE 1.55 MILES SOUTHEAST
 CS2295'ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE NORTHEAST ALONG A TRACK
 CS2295'ROAD, AT THE BEDDINGER AIRPORT, 11 FEET SOUTHWEST OF THE EAST CORNER
 CS2295'OF THE HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 CS2295'FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS FLUSH WITH GROUND. THE
 CS2295'BEDDINGER AIRPORT IS NOW ABANDONED.  THE OLD HANGAR IS STILL THERE,
 CS2295'BUT THE RUNWAY IS NOW PASTURE LAND.
 CS2295
 CS2295                          STATION RECOVERY (1997)
 CS2295
 CS2295'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0782 ***********************************************************************
 DN0782  DESIGNATION -  G 132
 DN0782  PID         -  DN0782
 DN0782  STATE/COUNTY-  TX/WISE
 DN0782  USGS QUAD   -  DECATUR (1972)
 DN0782
 DN0782                         *CURRENT SURVEY CONTROL
 DN0782  ___________________________________________________________________
 DN0782* NAD 83(1986)-  33 09 04.     (N)    097 30 30.     (W)     SCALED    
 DN0782* NAVD 88     -       286.081  (meters)     938.58   (feet)  ADJUSTED  
 DN0782  ___________________________________________________________________
 DN0782  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DN0782  DYNAMIC HT  -         285.747 (meters)     937.49  (feet)  COMP
 DN0782  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 DN0782
 DN0782  VERT ORDER  -  FIRST     CLASS II
 DN0782
 DN0782.The horizontal coordinates were scaled from a topographic map and have
 DN0782.an estimated accuracy of +/- 6 seconds.
 DN0782
 DN0782.The orthometric height was determined by differential leveling
 DN0782.and adjusted by the National Geodetic Survey in June 1991..
 DN0782
 DN0782.The geoid height was determined by GEOID03.
 DN0782
 DN0782.The dynamic height is computed by dividing the NAVD 88
 DN0782.geopotential number by the normal gravity value computed on the
 DN0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0782.degrees latitude (g = 980.6199 gals.).
 DN0782
 DN0782.The modeled gravity was interpolated from observed gravity values.
 DN0782
 DN0782;                    North         East    Units  Estimated Accuracy
 DN0782;SPC TXNC     - 2,165,050.      692,500.      MT  (+/- 180 meters Scaled)
 DN0782
 DN0782                          SUPERSEDED SURVEY CONTROL
 DN0782
 DN0782  NGVD 29 (??/??/92)  286.011  (m)          938.35   (f) ADJ UNCH    1 2
 DN0782
 DN0782.Superseded values are not recommended for survey control.
 DN0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0782.See file dsdata.txt to determine how the superseded data were derived.
 DN0782
 DN0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB391690(NAD 83)
 DN0782_MARKER: DB = BENCH MARK DISK
 DN0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0782_STAMPING: G 132 1952
 DN0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0782+STABILITY: SURFACE MOTION
 DN0782
 DN0782  HISTORY     - Date     Condition        Report By
 DN0782  HISTORY     - 1952     MONUMENTED       CGS
 DN0782  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0782  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0782
 DN0782                          STATION DESCRIPTION
 DN0782
 DN0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0782'7.2 MI SE FROM DECATUR.
 DN0782'7.2 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0782'THE STATION AT DECATUR, 85 FEET EAST OF THE CENTER OF A ROAD CROSSING,
 DN0782'39 FEET SOUTHWEST OF THE CENTER LINE OF OLD U.S. HIGHWAY 81, 38 FEET
 DN0782'NORTHEAST OF THE NORTHEAST RAIL, 19.5 FEET NORTH OF MILEPOST 33, 5
 DN0782'FEET SOUTH OF A TELEGRAPH POLE, 2.4 FEET NORTHWEST OF A WITNESS POST,
 DN0782'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 DN0782'GROUND.
 DN0782
 DN0782                          STATION RECOVERY (1984)
 DN0782
 DN0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0782'THE POST WAS FOUND WITH THE TOP BROKEN OFF BUT THE DISK WAS NOT
 DN0782'RECLAIMED.
 DN0782
 DN0782                          STATION RECOVERY (1997)
 DN0782
 DN0782'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0020 ***********************************************************************
 DO0020  DESIGNATION -  G 133=971
 DO0020  PID         -  DO0020
 DO0020  STATE/COUNTY-  TX/CLAY
 DO0020  USGS QUAD   -  JOLLY (1972)
 DO0020
 DO0020                         *CURRENT SURVEY CONTROL
 DO0020  ___________________________________________________________________
 DO0020* NAD 83(1986)-  33 52 02.     (N)    098 20 49.     (W)     SCALED    
 DO0020* NAVD 88     -       295.955  (meters)     970.98   (feet)  ADJUSTED  
 DO0020  ___________________________________________________________________
 DO0020  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DO0020  DYNAMIC HT  -         295.630 (meters)     969.91  (feet)  COMP
 DO0020  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 DO0020
 DO0020  VERT ORDER  -  FIRST     CLASS II
 DO0020
 DO0020.The horizontal coordinates were scaled from a topographic map and have
 DO0020.an estimated accuracy of +/- 6 seconds.
 DO0020
 DO0020.The orthometric height was determined by differential leveling
 DO0020.and adjusted by the National Geodetic Survey in June 1991..
 DO0020
 DO0020.The geoid height was determined by GEOID03.
 DO0020
 DO0020.The dynamic height is computed by dividing the NAVD 88
 DO0020.geopotential number by the normal gravity value computed on the
 DO0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0020.degrees latitude (g = 980.6199 gals.).
 DO0020
 DO0020.The modeled gravity was interpolated from observed gravity values.
 DO0020
 DO0020;                    North         East    Units  Estimated Accuracy
 DO0020;SPC TXNC     - 2,244,040.      614,160.      MT  (+/- 180 meters Scaled)
 DO0020
 DO0020                          SUPERSEDED SURVEY CONTROL
 DO0020
 DO0020  NGVD 29 (??/??/92)  295.886  (m)          970.75   (f) ADJ UNCH    1 2
 DO0020
 DO0020.Superseded values are not recommended for survey control.
 DO0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0020.See file dsdata.txt to determine how the superseded data were derived.
 DO0020
 DO0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC604476(NAD 83)
 DO0020_MARKER: P = PIPE CAP
 DO0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DO0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DO0020_STAMPING: 970.75 G 133 1933
 DO0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0020
 DO0020  HISTORY     - Date     Condition        Report By
 DO0020  HISTORY     - 1933     MONUMENTED       USGS
 DO0020  HISTORY     - 1950     MARK NOT FOUND   NGS
 DO0020
 DO0020                          STATION DESCRIPTION
 DO0020
 DO0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0020'IN JOLLY.
 DO0020'AT JOLLY, CLAY COUNTY, ON THE FORT WORTH AND DENVER CITY RAILWAY, AT
 DO0020'MILEAGE 105.25, 800 FEET EAST OF THE STATION, AT THE NORTHEAST CORNER
 DO0020'OF A HIGHWAY CROSSING, 36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DO0020'AND 30 FEET EAST OF THE CENTERLINE OF A T-ROAD.  A U.S. GEOLOGICAL
 DO0020'SURVEY STANDARD CAP, STAMPED 970.75 G 133 1933 AND RIVETED ON THE TOP
 DO0020'OF A 3-1/2 INCH IRON PIPE.  NOTE-- RR HAS BEEN CHANGED. THE SITE OF
 DO0020'THIS MARK HAS BEEN USED FOR A PARKING AREA FOR HEAVY MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0373 ***********************************************************************
 EM0373  DESIGNATION -  G 134
 EM0373  PID         -  EM0373
 EM0373  STATE/COUNTY-  TX/HARDEMAN
 EM0373  USGS QUAD   -  QUANAH EAST (1984)
 EM0373
 EM0373                         *CURRENT SURVEY CONTROL
 EM0373  ___________________________________________________________________
 EM0373* NAD 83(1986)-  34 17 51.     (N)    099 44 25.     (W)     SCALED    
 EM0373* NAVD 88     -       478.688  (meters)    1570.50   (feet)  ADJUSTED  
 EM0373  ___________________________________________________________________
 EM0373  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 EM0373  DYNAMIC HT  -         478.149 (meters)    1568.73  (feet)  COMP
 EM0373  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 EM0373
 EM0373  VERT ORDER  -  FIRST     CLASS II
 EM0373
 EM0373.The horizontal coordinates were scaled from a topographic map and have
 EM0373.an estimated accuracy of +/- 6 seconds.
 EM0373
 EM0373.The orthometric height was determined by differential leveling
 EM0373.and adjusted by the National Geodetic Survey in June 1991..
 EM0373.WARNING-Repeat measurements at this control monument indicate possible
 EM0373.vertical movement.
 EM0373
 EM0373.The geoid height was determined by GEOID03.
 EM0373
 EM0373.The dynamic height is computed by dividing the NAVD 88
 EM0373.geopotential number by the normal gravity value computed on the
 EM0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0373.degrees latitude (g = 980.6199 gals.).
 EM0373
 EM0373.The modeled gravity was interpolated from observed gravity values.
 EM0373
 EM0373;                    North         East    Units  Estimated Accuracy
 EM0373;SPC TXNC     - 2,292,430.      485,810.      MT  (+/- 180 meters Scaled)
 EM0373
 EM0373                          SUPERSEDED SURVEY CONTROL
 EM0373
 EM0373  NGVD 29 (??/??/92)  478.507  (m)         1569.90   (f) ADJ UNCH    1 2
 EM0373
 EM0373.Superseded values are not recommended for survey control.
 EM0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0373.See file dsdata.txt to determine how the superseded data were derived.
 EM0373
 EM0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC318953(NAD 83)
 EM0373_MARKER: DB = BENCH MARK DISK
 EM0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0373_SP_SET: CONCRETE SLAT
 EM0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0373
 EM0373  HISTORY     - Date     Condition        Report By
 EM0373  HISTORY     - UNK      MONUMENTED       CGS
 EM0373  HISTORY     - 1933     GOOD             NGS
 EM0373  HISTORY     - 1960     MARK NOT FOUND   USGS
 EM0373  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0373
 EM0373                          STATION DESCRIPTION
 EM0373
 EM0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0373'IN QUANAH.
 EM0373'SET IN CONCRETE SLAT SOUTHWEST OF SOUTHWEST CORNER OF COURT HOUSE.
 EM0373
 EM0373                          STATION RECOVERY (1960)
 EM0373
 EM0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EM0373'MARK NOT FOUND.
 EM0373
 EM0373                          STATION RECOVERY (1984)
 EM0373
 EM0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0290 ***********************************************************************
 FL0290  DESIGNATION -  G 136
 FL0290  PID         -  FL0290
 FL0290  STATE/COUNTY-  TX/DONLEY
 FL0290  USGS QUAD   -  JERICHO (1964)
 FL0290
 FL0290                         *CURRENT SURVEY CONTROL
 FL0290  ___________________________________________________________________
 FL0290* NAD 83(1986)-  35 08 30.     (N)    100 53 56.     (W)     SCALED    
 FL0290* NAVD 88     -       952.468  (meters)    3124.89   (feet)  ADJUSTED  
 FL0290  ___________________________________________________________________
 FL0290  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL0290  DYNAMIC HT  -         951.373 (meters)    3121.30  (feet)  COMP
 FL0290  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 FL0290
 FL0290  VERT ORDER  -  FIRST     CLASS II
 FL0290
 FL0290.The horizontal coordinates were scaled from a topographic map and have
 FL0290.an estimated accuracy of +/- 6 seconds.
 FL0290
 FL0290.The orthometric height was determined by differential leveling
 FL0290.and adjusted by the National Geodetic Survey in June 1991..
 FL0290
 FL0290.The geoid height was determined by GEOID03.
 FL0290
 FL0290.The dynamic height is computed by dividing the NAVD 88
 FL0290.geopotential number by the normal gravity value computed on the
 FL0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0290.degrees latitude (g = 980.6199 gals.).
 FL0290
 FL0290.The modeled gravity was interpolated from observed gravity values.
 FL0290
 FL0290;                    North         East    Units  Estimated Accuracy
 FL0290;SPC TX N     - 1,126,820.      254,780.      MT  (+/- 180 meters Scaled)
 FL0290
 FL0290                          SUPERSEDED SURVEY CONTROL
 FL0290
 FL0290  NGVD 29 (??/??/92)  952.052  (m)         3123.52   (f) ADJ UNCH    1 2
 FL0290
 FL0290.Superseded values are not recommended for survey control.
 FL0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0290.See file dsdata.txt to determine how the superseded data were derived.
 FL0290
 FL0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD270904(NAD 83)
 FL0290_MARKER: DB = BENCH MARK DISK
 FL0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0290_STAMPING: G 136 1933
 FL0290_MARK LOGO: CGS   
 FL0290_PROJECTION: PROJECTING 5 CENTIMETERS
 FL0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0290+STABILITY: SURFACE MOTION
 FL0290
 FL0290  HISTORY     - Date     Condition        Report By
 FL0290  HISTORY     - 1933     MONUMENTED       CGS
 FL0290  HISTORY     - 1960     GOOD             USGS
 FL0290  HISTORY     - 1984     GOOD             NGS
 FL0290
 FL0290                          STATION DESCRIPTION
 FL0290
 FL0290'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FL0290'2.3 MI S FROM JERICO.
 FL0290'JERICO, INTERSECTION OF INTERSTATE HWY 40 (US 66) AND HWY 70.  2.6
 FL0290'MILES SOUTH OF ALONG ST. HWY 70.  ABOUT 1320 FEET NORTH OF CENTER OF
 FL0290'CURVE AT HEAD OF DEEP DRAIN TO THE EAST, AT CREST OF A HILL, 65 FEET
 FL0290'WEST OF AND 5 FEET HIGHER THAN CENTER OF HWY NORMAL, 50 FEET STOUTH OF
 FL0290'SOUTH GATEPOST IN R.O.W. FENCE, 5 FEET WEST OF WEST R.O.W. FENCE. A
 FL0290'STANDARD DISK STAMPED G 136 1933 AND SET IN TOP OF CONCRETE POST
 FL0290'PROJECTING 0.2 FEET ABOVE GROUND.
 FL0290
 FL0290                          STATION RECOVERY (1984)
 FL0290
 FL0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0290'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.6 KM
 FL0290'(2.85 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0290'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, 19.8 M (65.0 FT) WEST OF
 FL0290'THE CENTERLINE OF THE HIGHWAY, 16.2 M (53.1 FT) NORTH OF A UTILITY
 FL0290'POLE, AND 15.3 M (50.2 FT) SOUTH OF THE SOUTH POST OF A WIRE GATE.
 FL0290'STAMPING--G 136 1933 3123.524.
 FL0290'THE MARK IS 1.5 METERS  W FROM  A WITNESS POST AND FENCE
 FL0290'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0091 ***********************************************************************
 GK0091  DESIGNATION -  G 137
 GK0091  PID         -  GK0091
 GK0091  STATE/COUNTY-  TX/OCHILTREE
 GK0091  USGS QUAD   -  BARTON CREEK (1973)
 GK0091
 GK0091                         *CURRENT SURVEY CONTROL
 GK0091  ___________________________________________________________________
 GK0091* NAD 83(1986)-  36 06 37.     (N)    100 36 39.     (W)     SCALED    
 GK0091* NAVD 88     -       853.308  (meters)    2799.56   (feet)  ADJUSTED  
 GK0091  ___________________________________________________________________
 GK0091  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 GK0091  DYNAMIC HT  -         852.397 (meters)    2796.57  (feet)  COMP
 GK0091  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 GK0091
 GK0091  VERT ORDER  -  FIRST     CLASS II
 GK0091
 GK0091.The horizontal coordinates were scaled from a topographic map and have
 GK0091.an estimated accuracy of +/- 6 seconds.
 GK0091
 GK0091.The orthometric height was determined by differential leveling
 GK0091.and adjusted by the National Geodetic Survey in June 1991..
 GK0091
 GK0091.The geoid height was determined by GEOID03.
 GK0091
 GK0091.The dynamic height is computed by dividing the NAVD 88
 GK0091.geopotential number by the normal gravity value computed on the
 GK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0091.degrees latitude (g = 980.6199 gals.).
 GK0091
 GK0091.The modeled gravity was interpolated from observed gravity values.
 GK0091
 GK0091;                    North         East    Units  Estimated Accuracy
 GK0091;SPC TX N     - 1,234,480.      280,060.      MT  (+/- 180 meters Scaled)
 GK0091
 GK0091                          SUPERSEDED SURVEY CONTROL
 GK0091
 GK0091  NGVD 29 (??/??/92)  852.947  (m)         2798.38   (f) ADJ UNCH    1 2
 GK0091
 GK0091.Superseded values are not recommended for survey control.
 GK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0091.See file dsdata.txt to determine how the superseded data were derived.
 GK0091
 GK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE550973(NAD 83)
 GK0091_MARKER: DB = BENCH MARK DISK
 GK0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0091_STAMPING: G 137 1934
 GK0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0091+STABILITY: SURFACE MOTION
 GK0091
 GK0091  HISTORY     - Date     Condition        Report By
 GK0091  HISTORY     - 1934     MONUMENTED       CGS
 GK0091  HISTORY     - 1943     GOOD             NGS
 GK0091  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0091
 GK0091                          STATION DESCRIPTION
 GK0091
 GK0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0091'24.3 MI SE FROM PERRYTON.
 GK0091'24.3 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 86 FROM THE COURTHOUSE AT
 GK0091'PERRYTON, 1.2 MILES NORTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING
 GK0091'SOUTH 0.5 MILE TO THE OLD NOTLA STORE, 210.0 FEET WEST OF THE WEST
 GK0091'CORNER OF CONCRETE BRIDGE OVER A DRY STREAM BED, 100.0 FEET SOUTHWEST
 GK0091'OF CENTER-LINE OF HIGHWAY, 60.0 FEET NORTH OF CENTER OF DRY STREAM
 GK0091'BED, 49.0 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE LINE, ABOUT 5 FEET
 GK0091'BELOW THE LEVEL OF THE HIGHWAY, SET IN TOP OF A CONCRETE POST
 GK0091'PROJECTING 3 INCHES ABOVE THE GROUND.  NOTE-- RD. WORK IN AREA.
 GK0091
 GK0091                          STATION RECOVERY (1973)
 GK0091
 GK0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1511 ***********************************************************************
 AY1511  DESIGNATION -  G 1377
 AY1511  PID         -  AY1511
 AY1511  STATE/COUNTY-  TX/BEXAR
 AY1511  USGS QUAD   -  SOUTHTON (1992)
 AY1511
 AY1511                         *CURRENT SURVEY CONTROL
 AY1511  ___________________________________________________________________
 AY1511* NAD 83(1986)-  29 19 48.     (N)    098 26 36.     (W)     SCALED    
 AY1511* NAVD 88     -       173.470  (meters)     569.13   (feet)  ADJUSTED  
 AY1511  ___________________________________________________________________
 AY1511  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AY1511  DYNAMIC HT  -         173.218 (meters)     568.30  (feet)  COMP
 AY1511  MODELED GRAV-     979,189.2   (mgal)                       NAVD 88
 AY1511
 AY1511  VERT ORDER  -  FIRST     CLASS II
 AY1511
 AY1511.The horizontal coordinates were scaled from a topographic map and have
 AY1511.an estimated accuracy of +/- 6 seconds.
 AY1511
 AY1511.The orthometric height was determined by differential leveling
 AY1511.and adjusted by the National Geodetic Survey in June 1991..
 AY1511
 AY1511.The geoid height was determined by GEOID03.
 AY1511
 AY1511.The dynamic height is computed by dividing the NAVD 88
 AY1511.geopotential number by the normal gravity value computed on the
 AY1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1511.degrees latitude (g = 980.6199 gals.).
 AY1511
 AY1511.The modeled gravity was interpolated from observed gravity values.
 AY1511
 AY1511;                    North         East    Units  Estimated Accuracy
 AY1511;SPC TXSC     - 4,166,000.      654,060.      MT  (+/- 180 meters Scaled)
 AY1511
 AY1511                          SUPERSEDED SURVEY CONTROL
 AY1511
 AY1511.No superseded survey control is available for this station.
 AY1511
 AY1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT540446(NAD 83)
 AY1511_MARKER: I = METAL ROD
 AY1511_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1511_SP_SET: STAINLESS STEEL ROD
 AY1511_STAMPING: G 1377 1980
 AY1511_MARK LOGO: NGS   
 AY1511_PROJECTION: RECESSED 3 CENTIMETERS
 AY1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1511_ROD/PIPE-DEPTH: 4.9  meters
 AY1511
 AY1511  HISTORY     - Date     Condition        Report By
 AY1511  HISTORY     - 1980     MONUMENTED       NGS
 AY1511  HISTORY     - 19950626 GOOD             USPSQD
 AY1511
 AY1511                          STATION DESCRIPTION
 AY1511
 AY1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1511'9.7 KM (6.05 MI) SE FROM SAN ANTONIO.
 AY1511'9.7 KM (6.05 MI) SOUTHEAST ALONG SOUTH PRESA STREET (SPUR 122) FROM
 AY1511'THE JUNCTION OF EAST DURANGO BOULEVARD IN SAN ANTONIO, AT A WHITE
 AY1511'HOUSE NUMBER 9137, 17.4 METERS (57.1 FT) SOUTH-SOUTHWEST OF THE
 AY1511'CENTERLINE OF THE STREET, 0.8 METER (2.6 FT) EAST-SOUTHEAST OF A
 AY1511'POWERLINE POLE, 4.7 METERS (15.3 FT) EAST-SOUTHEAST OF A FIRE HYDRANT,
 AY1511'36.0 METERS (118 FT) WEST-NORTHWEST OF A POWERLINE POLE WITH A
 AY1511'TRANSFORMER.
 AY1511'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 AY1511'THE MARK IS 0.6 M BELOW PRESA STREET.
 AY1511
 AY1511                          STATION RECOVERY (1995)
 AY1511
 AY1511'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1477 ***********************************************************************
 AY1477  DESIGNATION -  G 1378
 AY1477  PID         -  AY1477
 AY1477  STATE/COUNTY-  TX/WILSON
 AY1477  USGS QUAD   -  POTH (1961)
 AY1477
 AY1477                         *CURRENT SURVEY CONTROL
 AY1477  ___________________________________________________________________
 AY1477* NAD 83(1986)-  29 01 46.     (N)    098 03 35.     (W)     SCALED    
 AY1477* NAVD 88     -       110.888  (meters)     363.81   (feet)  ADJUSTED  
 AY1477  ___________________________________________________________________
 AY1477  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AY1477  DYNAMIC HT  -         110.729 (meters)     363.28  (feet)  COMP
 AY1477  MODELED GRAV-     979,211.2   (mgal)                       NAVD 88
 AY1477
 AY1477  VERT ORDER  -  FIRST     CLASS II
 AY1477
 AY1477.The horizontal coordinates were scaled from a topographic map and have
 AY1477.an estimated accuracy of +/- 6 seconds.
 AY1477
 AY1477.The orthometric height was determined by differential leveling
 AY1477.and adjusted by the National Geodetic Survey in June 1991..
 AY1477
 AY1477.The geoid height was determined by GEOID03.
 AY1477
 AY1477.The dynamic height is computed by dividing the NAVD 88
 AY1477.geopotential number by the normal gravity value computed on the
 AY1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1477.degrees latitude (g = 980.6199 gals.).
 AY1477
 AY1477.The modeled gravity was interpolated from observed gravity values.
 AY1477
 AY1477;                    North         East    Units  Estimated Accuracy
 AY1477;SPC TXSC     - 4,132,930.      691,580.      MT  (+/- 180 meters Scaled)
 AY1477
 AY1477                          SUPERSEDED SURVEY CONTROL
 AY1477
 AY1477.No superseded survey control is available for this station.
 AY1477
 AY1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT915116(NAD 83)
 AY1477_MARKER: I = METAL ROD
 AY1477_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1477_SP_SET: STAINLESS STEEL ROD
 AY1477_STAMPING: G 1378 1981
 AY1477_MARK LOGO: NGS   
 AY1477_PROJECTION: RECESSED 6 CENTIMETERS
 AY1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1477_ROD/PIPE-DEPTH: 10.1 meters
 AY1477
 AY1477  HISTORY     - Date     Condition        Report By
 AY1477  HISTORY     - 1981     MONUMENTED       NGS
 AY1477  HISTORY     - 19951028 GOOD             USPSQD
 AY1477  HISTORY     - 20050521 GOOD             USPSQD
 AY1477
 AY1477                          STATION DESCRIPTION
 AY1477
 AY1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1477'5.3 KM (3.3 MI) SE FROM POTH.
 AY1477'5.3 KM (3.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE SOUTHERN
 AY1477'PACIFIC RAILROAD STATION IN POTH, AT THE JUNCTION OF A GRAVEL ROAD
 AY1477'LEADING SOUTHWEST, 0.5 KM (0.3 MI) NORTHWEST OF A SMALL CREEK,
 AY1477'17.9 METERS (59.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AY1477'8.8 METERS (29.0 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF THE ROAD,
 AY1477'0.3 METER (1.0 FT) SOUTHWEST OF A WIRE FENCE.
 AY1477'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 AY1477'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 AY1477
 AY1477                          STATION RECOVERY (1995)
 AY1477
 AY1477'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1477'RECOVERED IN GOOD CONDITION.
 AY1477
 AY1477                          STATION RECOVERY (2005)
 AY1477
 AY1477'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY1477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1533 ***********************************************************************
 AY1533  DESIGNATION -  G 1379
 AY1533  PID         -  AY1533
 AY1533  STATE/COUNTY-  TX/BEXAR
 AY1533  USGS QUAD   -  LONGHORN (1992)
 AY1533
 AY1533                         *CURRENT SURVEY CONTROL
 AY1533  ___________________________________________________________________
 AY1533* NAD 83(1986)-  29 31 16.     (N)    098 23 43.     (W)     SCALED    
 AY1533* NAVD 88     -       225.678  (meters)     740.41   (feet)  ADJUSTED  
 AY1533  ___________________________________________________________________
 AY1533  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AY1533  DYNAMIC HT  -         225.349 (meters)     739.33  (feet)  COMP
 AY1533  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 AY1533
 AY1533  VERT ORDER  -  FIRST     CLASS II
 AY1533
 AY1533.The horizontal coordinates were scaled from a topographic map and have
 AY1533.an estimated accuracy of +/- 6 seconds.
 AY1533
 AY1533.The orthometric height was determined by differential leveling
 AY1533.and adjusted by the National Geodetic Survey in June 1991..
 AY1533
 AY1533.The geoid height was determined by GEOID03.
 AY1533
 AY1533.The dynamic height is computed by dividing the NAVD 88
 AY1533.geopotential number by the normal gravity value computed on the
 AY1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1533.degrees latitude (g = 980.6199 gals.).
 AY1533
 AY1533.The modeled gravity was interpolated from observed gravity values.
 AY1533
 AY1533;                    North         East    Units  Estimated Accuracy
 AY1533;SPC TXSC     - 4,187,200.      658,620.      MT  (+/- 180 meters Scaled)
 AY1533
 AY1533                          SUPERSEDED SURVEY CONTROL
 AY1533
 AY1533.No superseded survey control is available for this station.
 AY1533
 AY1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT586658(NAD 83)
 AY1533_MARKER: DB = BENCH MARK DISK
 AY1533_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1533_SP_SET: BRIDGE PIER
 AY1533_STAMPING: G 1379 1980
 AY1533_MARK LOGO: NGS   
 AY1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1533
 AY1533  HISTORY     - Date     Condition        Report By
 AY1533  HISTORY     - 1980     MONUMENTED       NGS
 AY1533  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY1533  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1533  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY1533
 AY1533                          STATION DESCRIPTION
 AY1533
 AY1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1533'IN SAN ANTONIO.
 AY1533'IN SAN ANTONIO, AT THE JUNCTION OF INTERSTATE 35 SOUTHBOUND AND
 AY1533'INTERSTATE 410 WEST, 13.0 KM (8.1 MI) EAST ALONG INTERSTATE HIGHWAY 35
 AY1533'FROM THE NEW BRAUNFELS AVENUE EXIT, SET VERTICALLY IN THE NORTHWEST
 AY1533'FACE OF THE NORTHWESTERNMOST CONCRETE PIER OF THE INTERSTATE 35
 AY1533'SOUTHBOUND OVERPASS OVER INTERSTATE 410 WEST, 6.8 METERS (22.2 FT)
 AY1533'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE 410,
 AY1533'24.7 METERS (81.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE WEST
 AY1533'FRONTAGE ROAD OF INTERSTATE 35.  NOTE-THE OVERPASS IS DRILLED INTO
 AY1533'HARD SHALE.
 AY1533'THE MARK IS 1.3 M ABOVE THE GROUND.
 AY1533
 AY1533                          STATION RECOVERY (1987)
 AY1533
 AY1533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY1533'MARK NOT FOUND.
 AY1533
 AY1533                          STATION RECOVERY (1989)
 AY1533
 AY1533'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1533'MARK NOT FOUND.
 AY1533
 AY1533                          STATION RECOVERY (1999)
 AY1533
 AY1533'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0030 ***********************************************************************
 GK0030  DESIGNATION -  G 138
 GK0030  PID         -  GK0030
 GK0030  STATE/COUNTY-  TX/LIPSCOMB
 GK0030  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK0030
 GK0030                         *CURRENT SURVEY CONTROL
 GK0030  ___________________________________________________________________
 GK0030* NAD 83(1986)-  36 04 37.     (N)    100 07 05.     (W)     SCALED    
 GK0030* NAVD 88     -       802.059  (meters)    2631.42   (feet)  ADJUSTED  
 GK0030  ___________________________________________________________________
 GK0030  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 GK0030  DYNAMIC HT  -         801.214 (meters)    2628.65  (feet)  COMP
 GK0030  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 GK0030
 GK0030  VERT ORDER  -  FIRST     CLASS II
 GK0030
 GK0030.The horizontal coordinates were scaled from a topographic map and have
 GK0030.an estimated accuracy of +/- 6 seconds.
 GK0030
 GK0030.The orthometric height was determined by differential leveling
 GK0030.and adjusted by the National Geodetic Survey in June 1991..
 GK0030
 GK0030.The geoid height was determined by GEOID03.
 GK0030
 GK0030.The dynamic height is computed by dividing the NAVD 88
 GK0030.geopotential number by the normal gravity value computed on the
 GK0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0030.degrees latitude (g = 980.6199 gals.).
 GK0030
 GK0030.The modeled gravity was interpolated from observed gravity values.
 GK0030
 GK0030;                    North         East    Units  Estimated Accuracy
 GK0030;SPC TX N     - 1,231,290.      324,470.      MT  (+/- 180 meters Scaled)
 GK0030
 GK0030                          SUPERSEDED SURVEY CONTROL
 GK0030
 GK0030  NGVD 29 (??/??/92)  801.716  (m)         2630.30   (f) ADJ UNCH    1 2
 GK0030
 GK0030.Superseded values are not recommended for survey control.
 GK0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0030.See file dsdata.txt to determine how the superseded data were derived.
 GK0030
 GK0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE993930(NAD 83)
 GK0030_MARKER: DB = BENCH MARK DISK
 GK0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0030_SP_SET: CULVERT
 GK0030_STAMPING: G-138 1934
 GK0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0030
 GK0030  HISTORY     - Date     Condition        Report By
 GK0030  HISTORY     - 1934     MONUMENTED       CGS
 GK0030
 GK0030                          STATION DESCRIPTION
 GK0030
 GK0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0030'6.2 MI SW FROM HIGGINS.
 GK0030'6.2 MILES SOUTHWEST OF NEW HIGGINS HOTEL, AT HIGGINS IN TOP OF
 GK0030'SOUTHEAST CONCRETE HEADWALL OF ARCH CULVERT NO. 434B.  135 FEET
 GK0030'NORTHEAST OF BLOCK SIGNAL NO. 4342.  39 FEET SOUTHEAST OF THE
 GK0030'CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1058 ***********************************************************************
 AH1058  DESIGNATION -  G 1380
 AH1058  PID         -  AH1058
 AH1058  STATE/COUNTY-  TX/NUECES
 AH1058  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1058
 AH1058                         *CURRENT SURVEY CONTROL
 AH1058  ___________________________________________________________________
 AH1058* NAD 83(1986)-  27 34 08.     (N)    097 49 10.     (W)     SCALED    
 AH1058* NAVD 88     -        17.671  (meters)      57.98   (feet)  ADJUSTED  
 AH1058  ___________________________________________________________________
 AH1058  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AH1058  DYNAMIC HT  -          17.644 (meters)      57.89  (feet)  COMP
 AH1058  MODELED GRAV-     979,100.4   (mgal)                       NAVD 88
 AH1058
 AH1058  VERT ORDER  -  FIRST     CLASS II
 AH1058
 AH1058.The horizontal coordinates were scaled from a topographic map and have
 AH1058.an estimated accuracy of +/- 6 seconds.
 AH1058
 AH1058.The orthometric height was determined by differential leveling
 AH1058.and adjusted by the National Geodetic Survey in June 1991..
 AH1058
 AH1058.The geoid height was determined by GEOID03.
 AH1058
 AH1058.The dynamic height is computed by dividing the NAVD 88
 AH1058.geopotential number by the normal gravity value computed on the
 AH1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1058.degrees latitude (g = 980.6199 gals.).
 AH1058
 AH1058.The modeled gravity was interpolated from observed gravity values.
 AH1058
 AH1058;                    North         East    Units  Estimated Accuracy
 AH1058;SPC TX S     - 5,210,940.      367,200.      MT  (+/- 180 meters Scaled)
 AH1058
 AH1058                          SUPERSEDED SURVEY CONTROL
 AH1058
 AH1058.No superseded survey control is available for this station.
 AH1058
 AH1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR165500(NAD 83)
 AH1058_MARKER: DB = BENCH MARK DISK
 AH1058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH1058_SP_SET: CULVERT HEADWALL
 AH1058_STAMPING: G 1380 1981
 AH1058_MARK LOGO: NGS   
 AH1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1058+STABILITY: SURFACE MOTION
 AH1058
 AH1058  HISTORY     - Date     Condition        Report By
 AH1058  HISTORY     - 1981     MONUMENTED       NGS
 AH1058  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH1058  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH1058
 AH1058                          STATION DESCRIPTION
 AH1058
 AH1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1058'2.9 KM (1.8 MI) SW FROM BISHOP.
 AH1058'2.9 KM (1.8 MI) SOUTHWEST ALONG BUSINESS U.S. HIGHWAY 77 SOUTHBOUND
 AH1058'FROM THE JUNCTION OF MAIN STREET IN BISHOP, ALSO 0.48 KM (0.3 MI)
 AH1058'SOUTHWEST OF AN ASPHALT ROAD LEADING WEST-NORTHWEST TO THE NORTH
 AH1058'ENTRANCE OF THE CELANESE CHEMICAL PLANT, IN THE TOP AND 0.4 METER
 AH1058'(1.4 FT) NORTHEAST OF THE SOUTHWEST END OF THE MOST CONCRETE HEADWALL
 AH1058'OF A DOUBLE 50-CM (20-INCH) CONCRETE CULVERT UNDER THE HIGHWAY,
 AH1058'9.6 METERS (32.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE U.S.
 AH1058'HIGHWAY 77 BUSINESS, 14.6 METERS (48.0 FT) SOUTHWEST OF A POWERLINE
 AH1058'POLE.
 AH1058'THE MARK IS 0.15 M BELOW THE HIGHWAY.
 AH1058
 AH1058                          STATION RECOVERY (1997)
 AH1058
 AH1058'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1058'MARK NOT FOUND.
 AH1058
 AH1058                          STATION RECOVERY (2001)
 AH1058
 AH1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH1058'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1956 ***********************************************************************
 AN1956  DESIGNATION -  G 1381
 AN1956  PID         -  AN1956
 AN1956  STATE/COUNTY-  TX/KARNES
 AN1956  USGS QUAD   -  KARNES CITY (1987)
 AN1956
 AN1956                         *CURRENT SURVEY CONTROL
 AN1956  ___________________________________________________________________
 AN1956* NAD 83(1986)-  28 53 06.     (N)    097 54 07.     (W)     SCALED    
 AN1956* NAVD 88     -       130.411  (meters)     427.86   (feet)  ADJUSTED  
 AN1956  ___________________________________________________________________
 AN1956  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AN1956  DYNAMIC HT  -         130.221 (meters)     427.23  (feet)  COMP
 AN1956  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 AN1956
 AN1956  VERT ORDER  -  FIRST     CLASS II
 AN1956
 AN1956.The horizontal coordinates were scaled from a topographic map and have
 AN1956.an estimated accuracy of +/- 6 seconds.
 AN1956
 AN1956.The orthometric height was determined by differential leveling
 AN1956.and adjusted by the National Geodetic Survey in June 1991..
 AN1956
 AN1956.The geoid height was determined by GEOID03.
 AN1956
 AN1956.The dynamic height is computed by dividing the NAVD 88
 AN1956.geopotential number by the normal gravity value computed on the
 AN1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1956.degrees latitude (g = 980.6199 gals.).
 AN1956
 AN1956.The modeled gravity was interpolated from observed gravity values.
 AN1956
 AN1956;                    North         East    Units  Estimated Accuracy
 AN1956;SPC TXSC     - 4,117,060.      707,100.      MT  (+/- 180 meters Scaled)
 AN1956
 AN1956                          SUPERSEDED SURVEY CONTROL
 AN1956
 AN1956.No superseded survey control is available for this station.
 AN1956
 AN1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS070957(NAD 83)
 AN1956_MARKER: I = METAL ROD
 AN1956_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN1956_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN1956_STAMPING: G 1381 1981
 AN1956_MARK LOGO: NGS   
 AN1956_PROJECTION: RECESSED 5 CENTIMETERS
 AN1956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AN1956+STABILITY: POSITION/ELEVATION WELL
 AN1956_ROD/PIPE-DEPTH: 12.1 meters
 AN1956_SLEEVE-DEPTH  : 9.1 meters
 AN1956
 AN1956  HISTORY     - Date     Condition        Report By
 AN1956  HISTORY     - 1981     MONUMENTED       NGS
 AN1956  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 AN1956
 AN1956                          STATION DESCRIPTION
 AN1956
 AN1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1956'IN KARNES CITY.
 AN1956'IN KARNES CITY, AT THE SOUTHEAST CORNER OF THE KARNES COUNTY
 AN1956'AGRICULTURAL BUILDING AT 120 WEST CALVERT STREET (FIRST BUILDING SOUTH
 AN1956'OF THE COURTHOUSE), 23.7 METERS (78.0 FT) NORTH OF THE CENTERLINE OF
 AN1956'THE STREET, 21.7 METERS (71.5 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 AN1956'COURTHOUSE, 11.4 (37.5 FT) NORTH-NORTHWEST OF A FIRE HYDRANT,
 AN1956'14.0 METERS (46.0 FT) EAST OF THE EXTENDED CENTER OF THE TWO DOORS AT
 AN1956'THE MAIN ENTRANCE OF THE AGRICULTURAL BUILDING, 2.7 METERS (9.0 FT)
 AN1956'SOUTH OF THE SOUTHEAST CORNER AND IN LINE WITH THE EAST FACE OF THE
 AN1956'BUILDING.
 AN1956'THE MARK IS ABOVE LEVEL WITH CALVERT STREET.
 AN1956
 AN1956                          STATION RECOVERY (2004)
 AN1956
 AN1956'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AN1956'AGRICULTURAL BLDG(120 WEST CALVERT)HAS BEEN REPLACED WITH A NEW
 AN1956'STRUCTURE HOUSING THE KARNES COUNTY FARM BUREAU(115 WEST CALVERT)
 AN1956'DISTANCE FROM OLD FIRE HYDRANT PLACES MARK UNDER THE NEW BUILDING'S
 AN1956'CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1916 ***********************************************************************
 AN1916  DESIGNATION -  G 1382
 AN1916  PID         -  AN1916
 AN1916  STATE/COUNTY-  TX/BEE
 AN1916  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1916
 AN1916                         *CURRENT SURVEY CONTROL
 AN1916  ___________________________________________________________________
 AN1916* NAD 83(1986)-  28 22 35.     (N)    097 44 11.     (W)     SCALED    
 AN1916* NAVD 88     -        64.060  (meters)     210.17   (feet)  ADJUSTED  
 AN1916  ___________________________________________________________________
 AN1916  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN1916  DYNAMIC HT  -          63.964 (meters)     209.86  (feet)  COMP
 AN1916  MODELED GRAV-     979,150.7   (mgal)                       NAVD 88
 AN1916
 AN1916  VERT ORDER  -  FIRST     CLASS II
 AN1916
 AN1916.The horizontal coordinates were scaled from a topographic map and have
 AN1916.an estimated accuracy of +/- 6 seconds.
 AN1916
 AN1916.The orthometric height was determined by differential leveling
 AN1916.and adjusted by the National Geodetic Survey in June 1991..
 AN1916
 AN1916.The geoid height was determined by GEOID03.
 AN1916
 AN1916.The dynamic height is computed by dividing the NAVD 88
 AN1916.geopotential number by the normal gravity value computed on the
 AN1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1916.degrees latitude (g = 980.6199 gals.).
 AN1916
 AN1916.The modeled gravity was interpolated from observed gravity values.
 AN1916
 AN1916;                    North         East    Units  Estimated Accuracy
 AN1916;SPC TXSC     - 4,060,860.      723,850.      MT  (+/- 180 meters Scaled)
 AN1916
 AN1916                          SUPERSEDED SURVEY CONTROL
 AN1916
 AN1916.No superseded survey control is available for this station.
 AN1916
 AN1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS238395(NAD 83)
 AN1916_MARKER: I = METAL ROD
 AN1916_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1916_SP_SET: STAINLESS STEEL ROD
 AN1916_STAMPING: G 1382 1981
 AN1916_MARK LOGO: NGS   
 AN1916_PROJECTION: RECESSED 5 CENTIMETERS
 AN1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1916_ROD/PIPE-DEPTH: 4.5  meters
 AN1916
 AN1916  HISTORY     - Date     Condition        Report By
 AN1916  HISTORY     - 1981     MONUMENTED       NGS
 AN1916  HISTORY     - 19960727 GOOD             USPSQD
 AN1916
 AN1916                          STATION DESCRIPTION
 AN1916
 AN1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1916'3.2 KM (2.0 MI) SE FROM BEEVILLE.
 AN1916'3.2 KM (2.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1916'COURTHOUSE IN BEEVILLE, 75.5 METERS (248 FT) NORTHWEST OF THE CENTER
 AN1916'OF A DRIVE LEADING SOUTHWEST ACROSS A FOUR CHANNEL CONCRETE CULVERT,
 AN1916'20.4 METERS (67.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AN1916'56.0 METERS (184 FT) NORTH-NORTHWEST OF THE NORTHWEST END OF THE
 AN1916'SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 AN1916'27.4 METERS (90.0 FT) NORTHWEST OF A POWERLINE POLE, 1.8 METERS
 AN1916'(6.0 FT) SOUTHEAST OF A TELEPHONE JUNCTION BOX, 0.3 METER (1.0 FT)
 AN1916'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  ROD WAS DRIVEN TO REFUSAL.
 AN1916'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 AN1916'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 AN1916
 AN1916                          STATION RECOVERY (1996)
 AN1916
 AN1916'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0415 ***********************************************************************
 CE0415  DESIGNATION -  G 1383
 CE0415  PID         -  CE0415
 CE0415  STATE/COUNTY-  TX/EL PASO
 CE0415  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0415
 CE0415                         *CURRENT SURVEY CONTROL
 CE0415  ___________________________________________________________________
 CE0415* NAD 83(1986)-  31 54 00.     (N)    106 23 17.     (W)     SCALED    
 CE0415* NAVD 88     -      1198.602  (meters)    3932.41   (feet)  ADJUSTED  
 CE0415  ___________________________________________________________________
 CE0415  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CE0415  DYNAMIC HT  -        1196.779 (meters)    3926.43  (feet)  COMP
 CE0415  MODELED GRAV-     979,078.0   (mgal)                       NAVD 88
 CE0415
 CE0415  VERT ORDER  -  FIRST     CLASS II
 CE0415
 CE0415.The horizontal coordinates were scaled from a topographic map and have
 CE0415.an estimated accuracy of +/- 6 seconds.
 CE0415
 CE0415.The orthometric height was determined by differential leveling
 CE0415.and adjusted by the National Geodetic Survey in June 1991..
 CE0415
 CE0415.The geoid height was determined by GEOID03.
 CE0415
 CE0415.The dynamic height is computed by dividing the NAVD 88
 CE0415.geopotential number by the normal gravity value computed on the
 CE0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0415.degrees latitude (g = 980.6199 gals.).
 CE0415
 CE0415.The modeled gravity was interpolated from observed gravity values.
 CE0415
 CE0415;                    North         East    Units  Estimated Accuracy
 CE0415;SPC TX C     - 3,263,170.      127,530.      MT  (+/- 180 meters Scaled)
 CE0415
 CE0415                          SUPERSEDED SURVEY CONTROL
 CE0415
 CE0415.No superseded survey control is available for this station.
 CE0415
 CE0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR687301(NAD 83)
 CE0415_MARKER: I = METAL ROD
 CE0415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0415_SP_SET: STAINLESS STEEL ROD
 CE0415_STAMPING: G 1383 1981
 CE0415_MARK LOGO: NGS   
 CE0415_PROJECTION: FLUSH
 CE0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0415_ROD/PIPE-DEPTH: 7.3  meters
 CE0415
 CE0415  HISTORY     - Date     Condition        Report By
 CE0415  HISTORY     - 1981     MONUMENTED       NGS
 CE0415
 CE0415                          STATION DESCRIPTION
 CE0415
 CE0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0415'14.4 KM (8.95 MI) SW FROM NEWMAN.
 CE0415'4.6 KM (2.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE NEW
 CE0415'MEXICO-TEXAS STATE LINE IN NEWMAN, THENCE 5.2 KM (3.25 MI) SOUTHWEST
 CE0415'ALONG A PAVED ROAD, THENCE 4.6 KM (2.85 MI) SOUTHWEST ALONG THE
 CE0415'SOUTHERN PACIFIC RAILROAD, 11.7 METERS (38.5 FT)
 CE0415'NORTHWEST OF THE NEAR RAIL, 8.1 METERS (26.5 FT) SOUTHEAST OF THE
 CE0415'CENTER OF A DIRT ROAD AND 1.3 METERS (4.3 FT) NORTHEAST OF
 CE0415'MILE POST 1308.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LO
 CE0415'CAP.
 CE0415'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 CE0415'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0826 ***********************************************************************
 CD0826  DESIGNATION -  G 1384
 CD0826  PID         -  CD0826
 CD0826  STATE/COUNTY-  TX/EL PASO
 CD0826  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0826
 CD0826                         *CURRENT SURVEY CONTROL
 CD0826  ___________________________________________________________________
 CD0826* NAD 83(1986)-  31 49 44.     (N)    105 59 46.     (W)     SCALED    
 CD0826* NAVD 88     -      1479.262  (meters)    4853.21   (feet)  ADJUSTED  
 CD0826  ___________________________________________________________________
 CD0826  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CD0826  DYNAMIC HT  -        1476.973 (meters)    4845.70  (feet)  COMP
 CD0826  MODELED GRAV-     979,040.1   (mgal)                       NAVD 88
 CD0826
 CD0826  VERT ORDER  -  FIRST     CLASS II
 CD0826
 CD0826.The horizontal coordinates were scaled from a topographic map and have
 CD0826.an estimated accuracy of +/- 6 seconds.
 CD0826
 CD0826.The orthometric height was determined by differential leveling
 CD0826.and adjusted by the National Geodetic Survey in June 1991..
 CD0826
 CD0826.The geoid height was determined by GEOID03.
 CD0826
 CD0826.The dynamic height is computed by dividing the NAVD 88
 CD0826.geopotential number by the normal gravity value computed on the
 CD0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0826.degrees latitude (g = 980.6199 gals.).
 CD0826
 CD0826.The modeled gravity was interpolated from observed gravity values.
 CD0826
 CD0826;                    North         East    Units  Estimated Accuracy
 CD0826;SPC TX C     - 3,253,350.      164,150.      MT  (+/- 180 meters Scaled)
 CD0826
 CD0826                          SUPERSEDED SURVEY CONTROL
 CD0826
 CD0826.No superseded survey control is available for this station.
 CD0826
 CD0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR057219(NAD 83)
 CD0826_MARKER: DB = BENCH MARK DISK
 CD0826_SETTING: 66 = SET IN ROCK OUTCROP
 CD0826_SP_SET: ROCK OUTCROP
 CD0826_STAMPING: G 1384 1981
 CD0826_MARK LOGO: NGS   
 CD0826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0826+STABILITY: POSITION/ELEVATION WELL
 CD0826
 CD0826  HISTORY     - Date     Condition        Report By
 CD0826  HISTORY     - 1981     MONUMENTED       NGS
 CD0826
 CD0826                          STATION DESCRIPTION
 CD0826
 CD0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0826'41.8 KM (25.95 MI) EAST FROM EL PASO.
 CD0826'41.8 KM (25.95 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0826'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0826'0.3 KM (0.2 MI) EAST OF A ROAD SIDE PARK, IN TOP OF A 4 BY 3 FT
 CD0826'EXPOSED AREA OF OUTCROPPING BEDROCK, 28.0 METERS (92.0 FT)
 CD0826'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 3.3 METERS
 CD0826'(10.9 FT) NORTH-NORTHWEST OF A FENCE.
 CD0826'THE MARK IS 0.2 METERS  NNE FROM A WITNESS POST.
 CD0826'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1890 ***********************************************************************
 AN1890  DESIGNATION -  G 1385
 AN1890  PID         -  AN1890
 AN1890  STATE/COUNTY-  TX/SAN PATRICIO
 AN1890  USGS QUAD   -  SINTON WEST (1979)
 AN1890
 AN1890                         *CURRENT SURVEY CONTROL
 AN1890  ___________________________________________________________________
 AN1890* NAD 83(1986)-  28 05 20.     (N)    097 32 48.     (W)     SCALED    
 AN1890* NAVD 88     -        23.212  (meters)      76.15   (feet)  ADJUSTED  
 AN1890  ___________________________________________________________________
 AN1890  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AN1890  DYNAMIC HT  -          23.177 (meters)      76.04  (feet)  COMP
 AN1890  MODELED GRAV-     979,135.3   (mgal)                       NAVD 88
 AN1890
 AN1890  VERT ORDER  -  FIRST     CLASS II
 AN1890
 AN1890.The horizontal coordinates were scaled from a topographic map and have
 AN1890.an estimated accuracy of +/- 6 seconds.
 AN1890
 AN1890.The orthometric height was determined by differential leveling
 AN1890.and adjusted by the National Geodetic Survey in June 1991..
 AN1890
 AN1890.The geoid height was determined by GEOID03.
 AN1890
 AN1890.The dynamic height is computed by dividing the NAVD 88
 AN1890.geopotential number by the normal gravity value computed on the
 AN1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1890.degrees latitude (g = 980.6199 gals.).
 AN1890
 AN1890.The modeled gravity was interpolated from observed gravity values.
 AN1890
 AN1890;                    North         East    Units  Estimated Accuracy
 AN1890;SPC TX S     - 5,268,730.      393,700.      MT  (+/- 180 meters Scaled)
 AN1890
 AN1890                          SUPERSEDED SURVEY CONTROL
 AN1890
 AN1890.No superseded survey control is available for this station.
 AN1890
 AN1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS427079(NAD 83)
 AN1890_MARKER: I = METAL ROD
 AN1890_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1890_SP_SET: STAINLESS STEEL ROD
 AN1890_STAMPING: G 1385 1981
 AN1890_MARK LOGO: NGS   
 AN1890_PROJECTION: FLUSH
 AN1890_MAGNETIC: I = MARKER IS A STEEL ROD
 AN1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1890+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 AN1890_ROD/PIPE-DEPTH: 10.9 meters
 AN1890
 AN1890  HISTORY     - Date     Condition        Report By
 AN1890  HISTORY     - 1981     MONUMENTED       NGS
 AN1890  HISTORY     - 1987     GOOD             NGS
 AN1890  HISTORY     - 1990     GOOD             USPSQD
 AN1890  HISTORY     - 19950610 GOOD             USPSQD
 AN1890  HISTORY     - 19970210 GOOD             NGS
 AN1890
 AN1890                          STATION DESCRIPTION
 AN1890
 AN1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1890'6.8 KM (4.2 MI) NW FROM SINTON.
 AN1890'6.8 KM (4.2 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE POST OFFICE
 AN1890'IN SINTON, 25.9 METERS (85.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AN1890'HIGHWAY, 51.2 METERS (168 FT) SOUTHWEST AND ACROSS THE HIGHWAY FROM
 AN1890'THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 67.3 METERS
 AN1890'(221 FT) NORTHWEST OF THE CENTER OF A DRIVE, 54.5 METERS (179 FT)
 AN1890'SOUTHEAST OF THE CENTER OF A DRIVE, 1.5 METERS (5.0 FT) SOUTHEAST OF A
 AN1890'POWERLINE POLE WITH A TRANSFORMER, 0.3 METER (1.0 FT) NORTHEAST OF THE
 AN1890'RIGHT-OF-WAY FENCE, 21.0 METERS (69.0 FT) SOUTHEAST OF A T-JUNCTION
 AN1890'CORNER FENCE POST.
 AN1890'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AN1890
 AN1890                          STATION RECOVERY (1987)
 AN1890
 AN1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN1890'RECOVERED IN GOOD CONDITION.
 AN1890
 AN1890                          STATION RECOVERY (1990)
 AN1890
 AN1890'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN1890'RECOVERED IN GOOD CONDITION.
 AN1890
 AN1890                          STATION RECOVERY (1995)
 AN1890
 AN1890'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1890'RECOVERED IN GOOD CONDITION.
 AN1890
 AN1890                          STATION RECOVERY (1997)
 AN1890
 AN1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1890'6.5 KM (4.05 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AN1890'JUNCTION OF STATE HIGHWAY 881 IN SINTON, 68.4 M (224.4 FT) NORTHWEST
 AN1890'OF THE CENTER OF A DRIVEWAY, 26.2 M (86.0 FT) SOUTHWEST OF THE HIGHWAY
 AN1890'CENTERLINE, 1.5 M (4.9 FT) SOUTHEAST OF A UTILITY POLE, 0.4 M (1.3 FT)
 AN1890'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST OF A
 AN1890'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AN1890'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1060 ***********************************************************************
 AH1060  DESIGNATION -  G 1387
 AH1060  PID         -  AH1060
 AH1060  STATE/COUNTY-  TX/KLEBERG
 AH1060  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1060
 AH1060                         *CURRENT SURVEY CONTROL
 AH1060  ___________________________________________________________________
 AH1060* NAD 83(1986)-  27 31 57.     (N)    097 51 35.     (W)     SCALED    
 AH1060* NAVD 88     -        19.838  (meters)      65.09   (feet)  ADJUSTED  
 AH1060  ___________________________________________________________________
 AH1060  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AH1060  DYNAMIC HT  -          19.807 (meters)      64.98  (feet)  COMP
 AH1060  MODELED GRAV-     979,096.4   (mgal)                       NAVD 88
 AH1060
 AH1060  VERT ORDER  -  FIRST     CLASS II
 AH1060
 AH1060.The horizontal coordinates were scaled from a topographic map and have
 AH1060.an estimated accuracy of +/- 6 seconds.
 AH1060
 AH1060.The orthometric height was determined by differential leveling
 AH1060.and adjusted by the National Geodetic Survey in June 1991..
 AH1060
 AH1060.The geoid height was determined by GEOID03.
 AH1060
 AH1060.The dynamic height is computed by dividing the NAVD 88
 AH1060.geopotential number by the normal gravity value computed on the
 AH1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1060.degrees latitude (g = 980.6199 gals.).
 AH1060
 AH1060.The modeled gravity was interpolated from observed gravity values.
 AH1060
 AH1060;                    North         East    Units  Estimated Accuracy
 AH1060;SPC TX S     - 5,206,880.      363,240.      MT  (+/- 180 meters Scaled)
 AH1060
 AH1060                          SUPERSEDED SURVEY CONTROL
 AH1060
 AH1060.No superseded survey control is available for this station.
 AH1060
 AH1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR125459(NAD 83)
 AH1060_MARKER: I = METAL ROD
 AH1060_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1060_SP_SET: STAINLESS STEEL ROD
 AH1060_STAMPING: G 1387 1981
 AH1060_MARK LOGO: NGS   
 AH1060_PROJECTION: RECESSED 3 CENTIMETERS
 AH1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1060_ROD/PIPE-DEPTH: 7.3  meters
 AH1060
 AH1060  HISTORY     - Date     Condition        Report By
 AH1060  HISTORY     - 1981     MONUMENTED       NGS
 AH1060
 AH1060                          STATION DESCRIPTION
 AH1060
 AH1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1060'2.2 KM (1.35 MI) NE FROM KINGSVILLE.
 AH1060'2.2 KM (1.35 MI) NORTHEAST ALONG SIXTH STREET FROM THE POST OFFICE IN
 AH1060'KINGSVILLE, 1.0 KM (0.6 MI) SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 AH1060'77 BUSINESS SOUTHBOUND, ACROSS THE HIGHWAY FROM A BUDWEISER BEER
 AH1060'WAREHOUSE, AND SET IN LINE OF THE EXTENDED LINE OF A
 AH1060'NORTHEAST-SOUTHWEST FENCE LINE, 25.3 METERS (83.0 FT) SOUTHEAST OF THE
 AH1060'CENTERLINE OF THE STREET, 65.4 METERS (214.5 FT) SOUTHWEST OF THE
 AH1060'NORTHWEST END OF A BILLBOARD, 22.6 METERS (74.0 FT) SOUTH OF A 25-CM
 AH1060'(10-INCH) PALM TREE, 12.7 METERS (41.5 FT) EAST OF A 25-CM (10-INCH)
 AH1060'PALM TREE, 0.45 METER (1.5 FT) SOUTHWEST OF A 20-CM (8-INCH) CORNER
 AH1060'FENCE POST.
 AH1060'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AH1060'THE MARK IS 0.30 M BELOW THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0820 ***********************************************************************
 CD0820  DESIGNATION -  G 1389
 CD0820  PID         -  CD0820
 CD0820  STATE/COUNTY-  TX/CULBERSON
 CD0820  USGS QUAD   -  HACKETT PEAK (1964)
 CD0820
 CD0820                         *CURRENT SURVEY CONTROL
 CD0820  ___________________________________________________________________
 CD0820* NAD 83(1986)-  31 02 18.     (N)    104 53 46.     (W)     SCALED    
 CD0820* NAVD 88     -      1310.623  (meters)    4299.94   (feet)  ADJUSTED  
 CD0820  ___________________________________________________________________
 CD0820  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CD0820  DYNAMIC HT  -        1308.554 (meters)    4293.15  (feet)  COMP
 CD0820  MODELED GRAV-     979,016.7   (mgal)                       NAVD 88
 CD0820
 CD0820  VERT ORDER  -  FIRST     CLASS II
 CD0820
 CD0820.The horizontal coordinates were scaled from a topographic map and have
 CD0820.an estimated accuracy of +/- 6 seconds.
 CD0820
 CD0820.The orthometric height was determined by differential leveling
 CD0820.and adjusted by the National Geodetic Survey in June 1991..
 CD0820
 CD0820.The geoid height was determined by GEOID03.
 CD0820
 CD0820.The dynamic height is computed by dividing the NAVD 88
 CD0820.geopotential number by the normal gravity value computed on the
 CD0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0820.degrees latitude (g = 980.6199 gals.).
 CD0820
 CD0820.The modeled gravity was interpolated from observed gravity values.
 CD0820
 CD0820;                    North         East    Units  Estimated Accuracy
 CD0820;SPC TX C     - 3,160,990.      264,580.      MT  (+/- 180 meters Scaled)
 CD0820
 CD0820                          SUPERSEDED SURVEY CONTROL
 CD0820
 CD0820.No superseded survey control is available for this station.
 CD0820
 CD0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ099338(NAD 83)
 CD0820_MARKER: DB = BENCH MARK DISK
 CD0820_SETTING: 66 = SET IN ROCK OUTCROP
 CD0820_SP_SET: ROCK OUTCROP
 CD0820_STAMPING: G 1389 1981
 CD0820_MARK LOGO: NGS   
 CD0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0820+STABILITY: POSITION/ELEVATION WELL
 CD0820
 CD0820  HISTORY     - Date     Condition        Report By
 CD0820  HISTORY     - 1981     MONUMENTED       NGS
 CD0820  HISTORY     - 19970915 GOOD             USPSQD
 CD0820
 CD0820                          STATION DESCRIPTION
 CD0820
 CD0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0820'6.4 KM (3.9 MI) WEST FROM VAN HORN.
 CD0820'6.4 KM (3.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0820'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.2 KM (0.15 MI) EAST
 CD0820'OF MILEPOST 136, AT THE EAST END OF A ROAD SIDE PARK, IN TOP OF A
 CD0820'2 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 54.9 METERS (180.0 FT)
 CD0820'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND
 CD0820'9.8 METERS (32.0 FT) NORTHEAST OF THE CENTER OF THE ENTRANCE ROAD
 CD0820'TO THE ROAD SIDE PARK.  NOTE=DISK IS NOT FLAT, HIGH POINT WAS
 CD0820'HELD ON GEO IN GEODETIC.
 CD0820'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CD0820'THE MARK IS 0.5 M ABOVE THE ROAD.
 CD0820
 CD0820                          STATION RECOVERY (1997)
 CD0820
 CD0820'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0029 ***********************************************************************
 FL0029  DESIGNATION -  G 139
 FL0029  PID         -  FL0029
 FL0029  STATE/COUNTY-  TX/HEMPHILL
 FL0029  USGS QUAD   -  BRISCOE (1963)
 FL0029
 FL0029                         *CURRENT SURVEY CONTROL
 FL0029  ___________________________________________________________________
 FL0029* NAD 83(1986)-  35 37 10.     (N)    100 20 23.     (W)     SCALED    
 FL0029* NAVD 88     -       816.397  (meters)    2678.46   (feet)  ADJUSTED  
 FL0029  ___________________________________________________________________
 FL0029  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FL0029  DYNAMIC HT  -         815.499 (meters)    2675.52  (feet)  COMP
 FL0029  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 FL0029
 FL0029  VERT ORDER  -  FIRST     CLASS II
 FL0029
 FL0029.The horizontal coordinates were scaled from a topographic map and have
 FL0029.an estimated accuracy of +/- 6 seconds.
 FL0029
 FL0029.The orthometric height was determined by differential leveling
 FL0029.and adjusted by the National Geodetic Survey in June 1991..
 FL0029
 FL0029.The geoid height was determined by GEOID03.
 FL0029
 FL0029.The dynamic height is computed by dividing the NAVD 88
 FL0029.geopotential number by the normal gravity value computed on the
 FL0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0029.degrees latitude (g = 980.6199 gals.).
 FL0029
 FL0029.The modeled gravity was interpolated from observed gravity values.
 FL0029
 FL0029;                    North         East    Units  Estimated Accuracy
 FL0029;SPC TX N     - 1,180,270.      305,100.      MT  (+/- 180 meters Scaled)
 FL0029
 FL0029                          SUPERSEDED SURVEY CONTROL
 FL0029
 FL0029  NGVD 29 (??/??/92)  816.044  (m)         2677.30   (f) ADJ UNCH    1 2
 FL0029
 FL0029.Superseded values are not recommended for survey control.
 FL0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0029.See file dsdata.txt to determine how the superseded data were derived.
 FL0029
 FL0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE786425(NAD 83)
 FL0029_MARKER: DB = BENCH MARK DISK
 FL0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0029_STAMPING: G-139 1934
 FL0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0029+STABILITY: SURFACE MOTION
 FL0029
 FL0029  HISTORY     - Date     Condition        Report By
 FL0029  HISTORY     - 1934     MONUMENTED       CGS
 FL0029  HISTORY     - 1935     GOOD             NGS
 FL0029
 FL0029                          STATION DESCRIPTION
 FL0029
 FL0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0029'13.1 MI N FROM WHEELER.
 FL0029'13.1 MILES NORTH OF WHEELER CO. COURT HOUSE AT WHEELER 104 FEET EAST
 FL0029'WHEELER AND HEMPHILL COUNTY LINE SIGN ON WEST SIDE OF HIGHWAY U.S. 83,
 FL0029'51 FEET EAST OF CENTERLINE OF HIGHWAY U.S. 83, 24 FEET NORTH OF CENTER
 FL0029'LINE OF COUNTY LINE ROAD, 2 FEET NORTH OF TEXAS F.A.P. MONUMENT AT
 FL0029'HIGHWAY RIGHT OF WAY FENCE CORNER.
 FL0029
 FL0029                          STATION RECOVERY (1935)
 FL0029
 FL0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FL0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0610 ***********************************************************************
 CC0610  DESIGNATION -  G 1390
 CC0610  PID         -  CC0610
 CC0610  STATE/COUNTY-  TX/WARD
 CC0610  USGS QUAD   -  MONAHANS (1981)
 CC0610
 CC0610                         *CURRENT SURVEY CONTROL
 CC0610  ___________________________________________________________________
 CC0610* NAD 83(1986)-  31 35 32.     (N)    102 54 08.     (W)     SCALED    
 CC0610* NAVD 88     -       796.087  (meters)    2611.83   (feet)  ADJUSTED  
 CC0610  ___________________________________________________________________
 CC0610  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CC0610  DYNAMIC HT  -         794.982 (meters)    2608.20  (feet)  COMP
 CC0610  MODELED GRAV-     979,224.2   (mgal)                       NAVD 88
 CC0610
 CC0610  VERT ORDER  -  FIRST     CLASS II
 CC0610
 CC0610.The horizontal coordinates were scaled from a topographic map and have
 CC0610.an estimated accuracy of +/- 6 seconds.
 CC0610
 CC0610.The orthometric height was determined by differential leveling
 CC0610.and adjusted by the National Geodetic Survey in June 1991..
 CC0610
 CC0610.The geoid height was determined by GEOID03.
 CC0610
 CC0610.The dynamic height is computed by dividing the NAVD 88
 CC0610.geopotential number by the normal gravity value computed on the
 CC0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0610.degrees latitude (g = 980.6199 gals.).
 CC0610
 CC0610.The modeled gravity was interpolated from observed gravity values.
 CC0610
 CC0610;                    North         East    Units  Estimated Accuracy
 CC0610;SPC TX C     - 3,216,280.      456,230.      MT  (+/- 180 meters Scaled)
 CC0610
 CC0610                          SUPERSEDED SURVEY CONTROL
 CC0610
 CC0610.No superseded survey control is available for this station.
 CC0610
 CC0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ990971(NAD 83)
 CC0610_MARKER: I = METAL ROD
 CC0610_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0610+WITH SETTING: INFORMATION.
 CC0610_SP_SET: SHALLOW SET METAL ROD
 CC0610_STAMPING: G 1390 1981
 CC0610_MARK LOGO: NGS   
 CC0610_PROJECTION: FLUSH
 CC0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0610_ROD/PIPE-DEPTH: 1.2  meters
 CC0610
 CC0610  HISTORY     - Date     Condition        Report By
 CC0610  HISTORY     - 1981     MONUMENTED       NGS
 CC0610
 CC0610                          STATION DESCRIPTION
 CC0610
 CC0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0610'0.9 KM (0.55 MI) SW FROM MONAHANS.
 CC0610'0.9 KM (0.55 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CC0610'ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 12.5 METERS (41.0 FT)
 CC0610'SOUTH-SOUTHEAST OF THE NEAR RAIL, AND 11.6 METERS (38.0 FT)
 CC0610'NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S.
 CC0610'HIGHWAY 80, AND 2.2 METERS (7.3 FT) NORTH-NORTHWEST OF A UTILITY POLE.
 CC0610'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0610'THE MARK IS 0.4 METERS  WSW FROM A WITNESS POST.
 CC0610'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0564 ***********************************************************************
 CC0564  DESIGNATION -  G 1391
 CC0564  PID         -  CC0564
 CC0564  STATE/COUNTY-  TX/REEVES
 CC0564  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0564
 CC0564                         *CURRENT SURVEY CONTROL
 CC0564  ___________________________________________________________________
 CC0564* NAD 83(1986)-  31 39 14.     (N)    103 41 30.     (W)     SCALED    
 CC0564* NAVD 88     -       837.906  (meters)    2749.03   (feet)  ADJUSTED  
 CC0564  ___________________________________________________________________
 CC0564  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CC0564  DYNAMIC HT  -         836.672 (meters)    2744.98  (feet)  COMP
 CC0564  MODELED GRAV-     979,140.0   (mgal)                       NAVD 88
 CC0564
 CC0564  VERT ORDER  -  FIRST     CLASS II
 CC0564
 CC0564.The horizontal coordinates were scaled from a topographic map and have
 CC0564.an estimated accuracy of +/- 6 seconds.
 CC0564
 CC0564.The orthometric height was determined by differential leveling
 CC0564.and adjusted by the National Geodetic Survey in June 1991..
 CC0564
 CC0564.The geoid height was determined by GEOID03.
 CC0564
 CC0564.The dynamic height is computed by dividing the NAVD 88
 CC0564.geopotential number by the normal gravity value computed on the
 CC0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0564.degrees latitude (g = 980.6199 gals.).
 CC0564
 CC0564.The modeled gravity was interpolated from observed gravity values.
 CC0564
 CC0564;                    North         East    Units  Estimated Accuracy
 CC0564;SPC TX C     - 3,225,110.      381,540.      MT  (+/- 180 meters Scaled)
 CC0564
 CC0564                          SUPERSEDED SURVEY CONTROL
 CC0564
 CC0564.No superseded survey control is available for this station.
 CC0564
 CC0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR240028(NAD 83)
 CC0564_MARKER: I = METAL ROD
 CC0564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0564_SP_SET: STAINLESS STEEL ROD
 CC0564_STAMPING: G 1391 1981
 CC0564_MARK LOGO: NGS   
 CC0564_PROJECTION: FLUSH
 CC0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0564_ROD/PIPE-DEPTH: 4.6  meters
 CC0564
 CC0564  HISTORY     - Date     Condition        Report By
 CC0564  HISTORY     - 1981     MONUMENTED       NGS
 CC0564
 CC0564                          STATION DESCRIPTION
 CC0564
 CC0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0564'28.6 KM (17.75 MI) SE FROM ORLA.
 CC0564'28.6 KM (17.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0564'WITH FARM ROAD 652 IN ORLA, 17.9 METERS (58.7 FT) NORTH-NORTHEAST OF
 CC0564'THE CENTERLINE OF THE HIGHWAY, AND 8.5 METERS (28.0 FT) WEST-NORTHWEST
 CC0564'OF THE CENTER OF A PAVED ENTRANCE ROAD LEADING NORTH.  NOTE=REFUSAL
 CC0564'WAS REACHED AT 4.6 METERS (15.0 FT).  ACCESS TO THE DATUM POINT IS
 CC0564'THROUGH A 5-INCH LOGO CAP.
 CC0564'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST AND FENCE
 CC0564'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0839 ***********************************************************************
 CD0839  DESIGNATION -  G 1392
 CD0839  PID         -  CD0839
 CD0839  STATE/COUNTY-  TX/HUDSPETH
 CD0839  USGS QUAD   -  MOLESWORTH MESA NORTH (1979)
 CD0839
 CD0839                         *CURRENT SURVEY CONTROL
 CD0839  ___________________________________________________________________
 CD0839* NAD 83(1986)-  31 47 50.     (N)    105 34 33.     (W)     SCALED    
 CD0839* NAVD 88     -      1367.662  (meters)    4487.07   (feet)  ADJUSTED  
 CD0839  ___________________________________________________________________
 CD0839  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0839  DYNAMIC HT  -        1365.558 (meters)    4480.17  (feet)  COMP
 CD0839  MODELED GRAV-     979,053.6   (mgal)                       NAVD 88
 CD0839
 CD0839  VERT ORDER  -  FIRST     CLASS II
 CD0839
 CD0839.The horizontal coordinates were scaled from a topographic map and have
 CD0839.an estimated accuracy of +/- 6 seconds.
 CD0839
 CD0839.The orthometric height was determined by differential leveling
 CD0839.and adjusted by the National Geodetic Survey in June 1991..
 CD0839
 CD0839.The geoid height was determined by GEOID03.
 CD0839
 CD0839.The dynamic height is computed by dividing the NAVD 88
 CD0839.geopotential number by the normal gravity value computed on the
 CD0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0839.degrees latitude (g = 980.6199 gals.).
 CD0839
 CD0839.The modeled gravity was interpolated from observed gravity values.
 CD0839
 CD0839;                    North         East    Units  Estimated Accuracy
 CD0839;SPC TX C     - 3,247,890.      203,730.      MT  (+/- 180 meters Scaled)
 CD0839
 CD0839                          SUPERSEDED SURVEY CONTROL
 CD0839
 CD0839.No superseded survey control is available for this station.
 CD0839
 CD0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR454181(NAD 83)
 CD0839_MARKER: I = METAL ROD
 CD0839_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0839+WITH SETTING: INFORMATION.
 CD0839_SP_SET: SHALLOW SET METAL ROD
 CD0839_STAMPING: G 1392 1981
 CD0839_MARK LOGO: NGS   
 CD0839_PROJECTION: FLUSH
 CD0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0839_ROD/PIPE-DEPTH: 3.0  meters
 CD0839
 CD0839  HISTORY     - Date     Condition        Report By
 CD0839  HISTORY     - 1981     MONUMENTED       NGS
 CD0839
 CD0839                          STATION DESCRIPTION
 CD0839
 CD0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0839'84.5 KM (52.5 MI) EAST FROM EL PASO.
 CD0839'84.5 KM (52.5 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0839'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0839'22.7 METERS (74.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 CD0839'HIGHWAY, 7.3 METERS (24.0 FT) WEST-NORTHWEST OF A HIGHWAY RIGHT OF
 CD0839'WAY POST, 3.0 METERS (10.0 FT) WEST-SOUTHWEST OF THE CENTER OF A
 CD0839'FIELD ENTRANCE ROAD AND GATE AND 0.5 METER (1.7 FT) SOUTH-SOUTHWEST
 CD0839'OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CD0839'LOGO CAP.
 CD0839'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 CD0839'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0752 ***********************************************************************
 CD0752  DESIGNATION -  G 1393
 CD0752  PID         -  CD0752
 CD0752  STATE/COUNTY-  TX/HUDSPETH
 CD0752  USGS QUAD   -  FORT HANCOCK NW (1972)
 CD0752
 CD0752                         *CURRENT SURVEY CONTROL
 CD0752  ___________________________________________________________________
 CD0752* NAD 83(1986)-  31 23 19.     (N)    105 59 13.     (W)     SCALED    
 CD0752* NAVD 88     -      1085.197  (meters)    3560.35   (feet)  ADJUSTED  
 CD0752  ___________________________________________________________________
 CD0752  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CD0752  DYNAMIC HT  -        1083.503 (meters)    3554.79  (feet)  COMP
 CD0752  MODELED GRAV-     979,042.8   (mgal)                       NAVD 88
 CD0752
 CD0752  VERT ORDER  -  FIRST     CLASS II
 CD0752
 CD0752.The horizontal coordinates were scaled from a topographic map and have
 CD0752.an estimated accuracy of +/- 6 seconds.
 CD0752
 CD0752.The orthometric height was determined by differential leveling
 CD0752.and adjusted by the National Geodetic Survey in June 1991..
 CD0752
 CD0752.The geoid height was determined by GEOID03.
 CD0752
 CD0752.The dynamic height is computed by dividing the NAVD 88
 CD0752.geopotential number by the normal gravity value computed on the
 CD0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0752.degrees latitude (g = 980.6199 gals.).
 CD0752
 CD0752.The modeled gravity was interpolated from observed gravity values.
 CD0752
 CD0752;                    North         East    Units  Estimated Accuracy
 CD0752;SPC TX C     - 3,204,550.      162,540.      MT  (+/- 180 meters Scaled)
 CD0752
 CD0752                          SUPERSEDED SURVEY CONTROL
 CD0752
 CD0752.No superseded survey control is available for this station.
 CD0752
 CD0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ061730(NAD 83)
 CD0752_MARKER: I = METAL ROD
 CD0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0752_SP_SET: STAINLESS STEEL ROD
 CD0752_STAMPING: G 1393 1981
 CD0752_MARK LOGO: NGS   
 CD0752_PROJECTION: FLUSH
 CD0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0752_ROD/PIPE-DEPTH: 15.2 meters
 CD0752
 CD0752  HISTORY     - Date     Condition        Report By
 CD0752  HISTORY     - 1981     MONUMENTED       NGS
 CD0752
 CD0752                          STATION DESCRIPTION
 CD0752
 CD0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0752'20.2 KM (12.55 MI) SE FROM FABENS.
 CD0752'20.2 KM (12.55 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CD0752'POST OFFICE IN FABENS, 0.6 KM (0.4 MI) NORTHWEST OF A ROAD SIDE PARK,
 CD0752'13.8 METERS (45.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CD0752'10.0 METERS (32.8 FT) NORTHEAST OF A UTILITY POLE AND 5.8 METERS
 CD0752'(19.0 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE ROAD AND GATE.
 CD0752'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0752'THE MARK IS 0.5 METERS  SSW FROM  A WITNESS POST AND FENCE
 CD0752'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0781 ***********************************************************************
 CD0781  DESIGNATION -  G 1394
 CD0781  PID         -  CD0781
 CD0781  STATE/COUNTY-  TX/HUDSPETH
 CD0781  USGS QUAD   -  ESPERANZA (1972)
 CD0781
 CD0781                         *CURRENT SURVEY CONTROL
 CD0781  ___________________________________________________________________
 CD0781* NAD 83(1986)-  31 10 52.     (N)    105 37 35.     (W)     SCALED    
 CD0781* NAVD 88     -      1138.093  (meters)    3733.89   (feet)  ADJUSTED  
 CD0781  ___________________________________________________________________
 CD0781  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CD0781  DYNAMIC HT  -        1136.317 (meters)    3728.07  (feet)  COMP
 CD0781  MODELED GRAV-     979,041.7   (mgal)                       NAVD 88
 CD0781
 CD0781  VERT ORDER  -  FIRST     CLASS II
 CD0781
 CD0781.The horizontal coordinates were scaled from a topographic map and have
 CD0781.an estimated accuracy of +/- 6 seconds.
 CD0781
 CD0781.The orthometric height was determined by differential leveling
 CD0781.and adjusted by the National Geodetic Survey in June 1991..
 CD0781
 CD0781.The geoid height was determined by GEOID03.
 CD0781
 CD0781.The dynamic height is computed by dividing the NAVD 88
 CD0781.geopotential number by the normal gravity value computed on the
 CD0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0781.degrees latitude (g = 980.6199 gals.).
 CD0781
 CD0781.The modeled gravity was interpolated from observed gravity values.
 CD0781
 CD0781;                    North         East    Units  Estimated Accuracy
 CD0781;SPC TX C     - 3,179,880.      195,700.      MT  (+/- 180 meters Scaled)
 CD0781
 CD0781                          SUPERSEDED SURVEY CONTROL
 CD0781
 CD0781.No superseded survey control is available for this station.
 CD0781
 CD0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ403498(NAD 83)
 CD0781_MARKER: I = METAL ROD
 CD0781_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0781_SP_SET: STAINLESS STEEL ROD
 CD0781_STAMPING: G 1394 1981
 CD0781_MARK LOGO: NGS   
 CD0781_PROJECTION: FLUSH
 CD0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CD0781+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 CD0781_ROD/PIPE-DEPTH: 3.4  meters
 CD0781
 CD0781  HISTORY     - Date     Condition        Report By
 CD0781  HISTORY     - 1981     MONUMENTED       NGS
 CD0781  HISTORY     - 20030827 GOOD             USPSQD
 CD0781
 CD0781                          STATION DESCRIPTION
 CD0781
 CD0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0781'28.6 KM (17.75 MI) NW FROM SIERRA BLANCA.
 CD0781'6.3 KM (3.9 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CD0781'THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI) SOUTH
 CD0781'ALONG A GRAVELED ROAD, THENCE 22.1 KM (13.75 MI) NORTHWEST ALONG
 CD0781'INTERSTATE HIGHWAY 10, 0.6 KM (0.35 MI) WEST OF MILEPOST 90 AND
 CD0781'33.5 METERS (110.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 CD0781'WEST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT
 CD0781'IS THROUGH A 5-INCH LOGO CAP.
 CD0781'THE MARK IS 0.4 METERS  SSE FROM  A WITNESS POST AND FENCE
 CD0781'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CD0781
 CD0781                          STATION RECOVERY (2003)
 CD0781
 CD0781'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 CD0781'WITNESS POST AND SIGN ARE FULL OF BULLET HOLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0859 ***********************************************************************
 CD0859  DESIGNATION -  G 1395
 CD0859  PID         -  CD0859
 CD0859  STATE/COUNTY-  TX/CULBERSON
 CD0859  USGS QUAD   -  WILD HORSE (1979)
 CD0859
 CD0859                         *CURRENT SURVEY CONTROL
 CD0859  ___________________________________________________________________
 CD0859* NAD 83(1986)-  31 03 07.     (N)    104 37 54.     (W)     SCALED    
 CD0859* NAVD 88     -      1174.700  (meters)    3853.99   (feet)  ADJUSTED  
 CD0859  ___________________________________________________________________
 CD0859  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CD0859  DYNAMIC HT  -        1172.869 (meters)    3847.99  (feet)  COMP
 CD0859  MODELED GRAV-     979,042.0   (mgal)                       NAVD 88
 CD0859
 CD0859  VERT ORDER  -  FIRST     CLASS II
 CD0859
 CD0859.The horizontal coordinates were scaled from a topographic map and have
 CD0859.an estimated accuracy of +/- 6 seconds.
 CD0859
 CD0859.The orthometric height was determined by differential leveling
 CD0859.and adjusted by the National Geodetic Survey in June 1991..
 CD0859
 CD0859.The geoid height was determined by GEOID03.
 CD0859
 CD0859.The dynamic height is computed by dividing the NAVD 88
 CD0859.geopotential number by the normal gravity value computed on the
 CD0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0859.degrees latitude (g = 980.6199 gals.).
 CD0859
 CD0859.The modeled gravity was interpolated from observed gravity values.
 CD0859
 CD0859;                    North         East    Units  Estimated Accuracy
 CD0859;SPC TX C     - 3,161,490.      289,860.      MT  (+/- 180 meters Scaled)
 CD0859
 CD0859                          SUPERSEDED SURVEY CONTROL
 CD0859
 CD0859.No superseded survey control is available for this station.
 CD0859
 CD0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ351354(NAD 83)
 CD0859_MARKER: I = METAL ROD
 CD0859_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0859_SP_SET: STAINLESS STEEL ROD
 CD0859_STAMPING: G 1395 1981
 CD0859_MARK LOGO: NGS   
 CD0859_PROJECTION: FLUSH
 CD0859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0859+STABILITY: POSITION/ELEVATION WELL
 CD0859_ROD/PIPE-DEPTH: 7.3  meters
 CD0859
 CD0859  HISTORY     - Date     Condition        Report By
 CD0859  HISTORY     - 1981     MONUMENTED       NGS
 CD0859
 CD0859                          STATION DESCRIPTION
 CD0859
 CD0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0859'19.4 KM (12.05 MI) EAST FROM VAN HORN.
 CD0859'19.4 KM (12.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0859'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 79.9 METERS (262.0 FT)
 CD0859'NORTH-NORTHEAST AND ACROSS A FRONTAGE ROAD FROM MILE POST 152,
 CD0859'47.2 METERS (155.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD,
 CD0859'AND 1.8 METERS (6.0 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO
 CD0859'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0859'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 CD0859'THE MARK IS 1.5 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0887 ***********************************************************************
 CD0887  DESIGNATION -  G 1396
 CD0887  PID         -  CD0887
 CD0887  STATE/COUNTY-  TX/CULBERSON
 CD0887  USGS QUAD   -  KENT (1970)
 CD0887
 CD0887                         *CURRENT SURVEY CONTROL
 CD0887  ___________________________________________________________________
 CD0887* NAD 83(1986)-  31 03 57.     (N)    104 14 08.     (W)     SCALED    
 CD0887* NAVD 88     -      1286.986  (meters)    4222.39   (feet)  ADJUSTED  
 CD0887  ___________________________________________________________________
 CD0887  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 CD0887  DYNAMIC HT  -        1284.985 (meters)    4215.82  (feet)  COMP
 CD0887  MODELED GRAV-     979,040.1   (mgal)                       NAVD 88
 CD0887
 CD0887  VERT ORDER  -  FIRST     CLASS II
 CD0887
 CD0887.The horizontal coordinates were scaled from a topographic map and have
 CD0887.an estimated accuracy of +/- 6 seconds.
 CD0887
 CD0887.The orthometric height was determined by differential leveling
 CD0887.and adjusted by the National Geodetic Survey in June 1991..
 CD0887
 CD0887.The geoid height was determined by GEOID03.
 CD0887
 CD0887.The dynamic height is computed by dividing the NAVD 88
 CD0887.geopotential number by the normal gravity value computed on the
 CD0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0887.degrees latitude (g = 980.6199 gals.).
 CD0887
 CD0887.The modeled gravity was interpolated from observed gravity values.
 CD0887
 CD0887;                    North         East    Units  Estimated Accuracy
 CD0887;SPC TX C     - 3,161,640.      327,700.      MT  (+/- 180 meters Scaled)
 CD0887
 CD0887                          SUPERSEDED SURVEY CONTROL
 CD0887
 CD0887.No superseded survey control is available for this station.
 CD0887
 CD0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ729371(NAD 83)
 CD0887_MARKER: DB = BENCH MARK DISK
 CD0887_SETTING: 66 = SET IN ROCK OUTCROP
 CD0887_SP_SET: ROCK OUTCROP
 CD0887_STAMPING: G 1396 1981
 CD0887_MARK LOGO: NGS   
 CD0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0887+STABILITY: POSITION/ELEVATION WELL
 CD0887
 CD0887  HISTORY     - Date     Condition        Report By
 CD0887  HISTORY     - 1981     MONUMENTED       NGS
 CD0887
 CD0887                          STATION DESCRIPTION
 CD0887
 CD0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0887'1.8 KM (1.1 MI) WEST FROM KENT.
 CD0887'1.8 KM (1.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0887'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, 1.0
 CD0887'KM (0.65 MI) EAST OF MILE POST 175, IN THE TOP OF A 4X12 FOOT
 CD0887'EXPOSED AREA OF BEDROCK, 0.6 KM (0.35 MI) WEST OF MILE POST 176,
 CD0887'57.9 METERS (190.0 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CD0887'BRIDGE, 33.1 METERS (108.6 FT) SOUTH OF THE CENTERLINE OF THE EAST
 CD0887'BOUND LANES OF THE HIGHWAY, AND 5.5 METERS (18.0 FT) NORTH OF A
 CD0887'FENCE.
 CD0887'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 CD0887'THE MARK IS 3.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0582 ***********************************************************************
 CC0582  DESIGNATION -  G 1397
 CC0582  PID         -  CC0582
 CC0582  STATE/COUNTY-  TX/REEVES
 CC0582  USGS QUAD   -  GOZAR (1970)
 CC0582
 CC0582                         *CURRENT SURVEY CONTROL
 CC0582  ___________________________________________________________________
 CC0582* NAD 83(1986)-  31 09 46.     (N)    103 58 22.     (W)     SCALED    
 CC0582* NAVD 88     -      1058.701  (meters)    3473.42   (feet)  ADJUSTED  
 CC0582  ___________________________________________________________________
 CC0582  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 CC0582  DYNAMIC HT  -        1057.115 (meters)    3468.22  (feet)  COMP
 CC0582  MODELED GRAV-     979,106.8   (mgal)                       NAVD 88
 CC0582
 CC0582  VERT ORDER  -  FIRST     CLASS II
 CC0582
 CC0582.The horizontal coordinates were scaled from a topographic map and have
 CC0582.an estimated accuracy of +/- 6 seconds.
 CC0582
 CC0582.The orthometric height was determined by differential leveling
 CC0582.and adjusted by the National Geodetic Survey in June 1991..
 CC0582
 CC0582.The geoid height was determined by GEOID03.
 CC0582
 CC0582.The dynamic height is computed by dividing the NAVD 88
 CC0582.geopotential number by the normal gravity value computed on the
 CC0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0582.degrees latitude (g = 980.6199 gals.).
 CC0582
 CC0582.The modeled gravity was interpolated from observed gravity values.
 CC0582
 CC0582;                    North         East    Units  Estimated Accuracy
 CC0582;SPC TX C     - 3,171,530.      353,110.      MT  (+/- 180 meters Scaled)
 CC0582
 CC0582                          SUPERSEDED SURVEY CONTROL
 CC0582
 CC0582.No superseded survey control is available for this station.
 CC0582
 CC0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ979480(NAD 83)
 CC0582_MARKER: I = METAL ROD
 CC0582_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0582+WITH SETTING: INFORMATION.
 CC0582_SP_SET: SHALLOW SET METAL ROD
 CC0582_STAMPING: G 1397 1981
 CC0582_MARK LOGO: NGS   
 CC0582_PROJECTION: FLUSH
 CC0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0582_ROD/PIPE-DEPTH: 1.5  meters
 CC0582
 CC0582  HISTORY     - Date     Condition        Report By
 CC0582  HISTORY     - 1981     MONUMENTED       NGS
 CC0582
 CC0582                          STATION DESCRIPTION
 CC0582
 CC0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0582'24.5 KM (15.2 MI) SW FROM TOYAH.
 CC0582'24.5 KM (15.2 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0582'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.8 KM (0.5 MI) SOUTHWEST OF
 CC0582'MILE POST 8, 0.8 KM (0.5 MI) NORTHEAST OF MILE POST 7, 0.2 KM
 CC0582'(0.15 MI) SOUTHWEST OF THE EXIT 7 (JOHNSON ROAD) OVERPASS, 18.0
 CC0582'METERS (59.0 FT) SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD, AND
 CC0582'11.9 METERS (39.0 FT) NORTHEAST OF THE CENTER OF A DIM TRACK ROAD
 CC0582'LEADING SOUTH.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0582'LOGO CAP.
 CC0582'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CC0582'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0345 ***********************************************************************
 BQ0345  DESIGNATION -  G 1398
 BQ0345  PID         -  BQ0345
 BQ0345  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0345  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0345
 BQ0345                         *CURRENT SURVEY CONTROL
 BQ0345  ___________________________________________________________________
 BQ0345* NAD 83(1986)-  30 40 30.     (N)    104 36 30.     (W)     SCALED    
 BQ0345* NAVD 88     -      1279.831  (meters)    4198.91   (feet)  ADJUSTED  
 BQ0345  ___________________________________________________________________
 BQ0345  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 BQ0345  DYNAMIC HT  -        1277.756 (meters)    4192.10  (feet)  COMP
 BQ0345  MODELED GRAV-     978,975.5   (mgal)                       NAVD 88
 BQ0345
 BQ0345  VERT ORDER  -  FIRST     CLASS II
 BQ0345
 BQ0345.The horizontal coordinates were scaled from a topographic map and have
 BQ0345.an estimated accuracy of +/- 6 seconds.
 BQ0345
 BQ0345.The orthometric height was determined by differential leveling
 BQ0345.and adjusted by the National Geodetic Survey in June 1991..
 BQ0345
 BQ0345.The geoid height was determined by GEOID03.
 BQ0345
 BQ0345.The dynamic height is computed by dividing the NAVD 88
 BQ0345.geopotential number by the normal gravity value computed on the
 BQ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0345.degrees latitude (g = 980.6199 gals.).
 BQ0345
 BQ0345.The modeled gravity was interpolated from observed gravity values.
 BQ0345
 BQ0345;                    North         East    Units  Estimated Accuracy
 BQ0345;SPC TX C     - 3,119,650.      290,480.      MT  (+/- 180 meters Scaled)
 BQ0345
 BQ0345                          SUPERSEDED SURVEY CONTROL
 BQ0345
 BQ0345.No superseded survey control is available for this station.
 BQ0345
 BQ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP375936(NAD 83)
 BQ0345_MARKER: I = METAL ROD
 BQ0345_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0345_SP_SET: STAINLESS STEEL ROD
 BQ0345_STAMPING: G 1398 1981
 BQ0345_MARK LOGO: NGS   
 BQ0345_PROJECTION: FLUSH
 BQ0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0345_ROD/PIPE-DEPTH: 3.4  meters
 BQ0345
 BQ0345  HISTORY     - Date     Condition        Report By
 BQ0345  HISTORY     - 1981     MONUMENTED       NGS
 BQ0345  HISTORY     - 19961009 POOR             USPSQD
 BQ0345
 BQ0345                          STATION DESCRIPTION
 BQ0345
 BQ0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0345'13.8 KM (8.55 MI) NW FROM VALENTINE.
 BQ0345'13.8 KM (8.55 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0345'IN VALENTINE, 37.2 METERS (122.0 FT) NORTHEAST OF THE CENTERLINE OF
 BQ0345'THE HIGHWAY, 12.8 METERS (42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0345'SOUTHERN PACIFIC RAILROAD, AND 1.8 METERS (5.9 FT) NORTHWEST OF
 BQ0345'RAILROAD MILE POST 677.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BQ0345'5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 11.0 FT.
 BQ0345'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BQ0345'THE MARK IS 1.8 M BELOW THE TRACKS.
 BQ0345
 BQ0345                          STATION RECOVERY (1996)
 BQ0345
 BQ0345'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0345'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0371 ***********************************************************************
 BQ0371  DESIGNATION -  G 1399
 BQ0371  PID         -  BQ0371
 BQ0371  STATE/COUNTY-  TX/PRESIDIO
 BQ0371  USGS QUAD   -  MARFA (1983)
 BQ0371
 BQ0371                         *CURRENT SURVEY CONTROL
 BQ0371  ___________________________________________________________________
 BQ0371* NAD 83(1986)-  30 16 20.     (N)    104 02 22.     (W)     SCALED    
 BQ0371* NAVD 88     -      1405.431  (meters)    4610.98   (feet)  ADJUSTED  
 BQ0371  ___________________________________________________________________
 BQ0371  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BQ0371  DYNAMIC HT  -        1403.092 (meters)    4603.31  (feet)  COMP
 BQ0371  MODELED GRAV-     978,928.4   (mgal)                       NAVD 88
 BQ0371
 BQ0371  VERT ORDER  -  FIRST     CLASS II
 BQ0371
 BQ0371.The horizontal coordinates were scaled from a topographic map and have
 BQ0371.an estimated accuracy of +/- 6 seconds.
 BQ0371
 BQ0371.The orthometric height was determined by differential leveling
 BQ0371.and adjusted by the National Geodetic Survey in June 1991..
 BQ0371
 BQ0371.The geoid height was determined by GEOID03.
 BQ0371
 BQ0371.The dynamic height is computed by dividing the NAVD 88
 BQ0371.geopotential number by the normal gravity value computed on the
 BQ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0371.degrees latitude (g = 980.6199 gals.).
 BQ0371
 BQ0371.The modeled gravity was interpolated from observed gravity values.
 BQ0371
 BQ0371;                    North         East    Units  Estimated Accuracy
 BQ0371;SPC TXSC     - 4,280,750.      115,250.      MT  (+/- 180 meters Scaled)
 BQ0371
 BQ0371                          SUPERSEDED SURVEY CONTROL
 BQ0371
 BQ0371.No superseded survey control is available for this station.
 BQ0371
 BQ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP923493(NAD 83)
 BQ0371_MARKER: I = METAL ROD
 BQ0371_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0371+WITH SETTING: INFORMATION.
 BQ0371_SP_SET: SHALLOW SET METAL ROD
 BQ0371_STAMPING: G 1399 1981
 BQ0371_MARK LOGO: NGS   
 BQ0371_PROJECTION: FLUSH
 BQ0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0371_ROD/PIPE-DEPTH: 1.2  meters
 BQ0371
 BQ0371  HISTORY     - Date     Condition        Report By
 BQ0371  HISTORY     - 1981     MONUMENTED       NGS
 BQ0371  HISTORY     - 1990     GOOD             USPSQD
 BQ0371  HISTORY     - 19961010 GOOD             USPSQD
 BQ0371
 BQ0371                          STATION DESCRIPTION
 BQ0371
 BQ0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0371'4.5 KM (2.8 MI) SOUTH FROM MARFA.
 BQ0371'4.5 KM (2.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0371'WITH U.S. HIGHWAY 90 IN MARFA, 61.3 METERS (201.0 FT) SOUTHWEST OF
 BQ0371'THE SOUTHWEST CORNER OF A 7-CHANNEL CONCRETE CULVERT, AND 14.8
 BQ0371'METERS (48.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BQ0371'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0371'REFUSAL WAS REACHED AT 4.0 FT.
 BQ0371'THE MARK IS 0.4 METERS  ESE FROM  A WITNESS POST AND FENCE
 BQ0371'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0371
 BQ0371                          STATION RECOVERY (1990)
 BQ0371
 BQ0371'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0371'RECOVERED IN GOOD CONDITION.
 BQ0371
 BQ0371                          STATION RECOVERY (1996)
 BQ0371
 BQ0371'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0646 ***********************************************************************
 AB0646  DESIGNATION -  G 14
 AB0646  PID         -  AB0646
 AB0646  STATE/COUNTY-  TX/CAMERON
 AB0646  USGS QUAD   -  RIO HONDO (1980)
 AB0646
 AB0646                         *CURRENT SURVEY CONTROL
 AB0646  ___________________________________________________________________
 AB0646* NAD 83(1986)-  26 08 12.     (N)    097 32 54.     (W)     SCALED    
 AB0646* NAVD 88     -         8.395  (meters)      27.54   (feet)  ADJUSTED  
 AB0646  ___________________________________________________________________
 AB0646  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 AB0646  DYNAMIC HT  -           8.381 (meters)      27.50  (feet)  COMP
 AB0646  MODELED GRAV-     979,041.1   (mgal)                       NAVD 88
 AB0646
 AB0646  VERT ORDER  -  SECOND    CLASS 0
 AB0646
 AB0646.The horizontal coordinates were scaled from a topographic map and have
 AB0646.an estimated accuracy of +/- 6 seconds.
 AB0646
 AB0646.The orthometric height was determined by differential leveling
 AB0646.and adjusted by the National Geodetic Survey in June 1991..
 AB0646
 AB0646.The geoid height was determined by GEOID03.
 AB0646
 AB0646.The dynamic height is computed by dividing the NAVD 88
 AB0646.geopotential number by the normal gravity value computed on the
 AB0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0646.degrees latitude (g = 980.6199 gals.).
 AB0646
 AB0646.The modeled gravity was interpolated from observed gravity values.
 AB0646
 AB0646;                    North         East    Units  Estimated Accuracy
 AB0646;SPC TX S     - 5,052,430.      395,170.      MT  (+/- 180 meters Scaled)
 AB0646
 AB0646                          SUPERSEDED SURVEY CONTROL
 AB0646
 AB0646  NGVD 29 (??/??/92)    8.502  (m)           27.89   (f) ADJ UNCH    2 0
 AB0646
 AB0646.Superseded values are not recommended for survey control.
 AB0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0646.See file dsdata.txt to determine how the superseded data were derived.
 AB0646
 AB0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP451916(NAD 83)
 AB0646_MARKER: DD = SURVEY DISK
 AB0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0646_SP_SET: SYPHON
 AB0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0646
 AB0646  HISTORY     - Date     Condition        Report By
 AB0646  HISTORY     - UNK      MONUMENTED
 AB0646  HISTORY     - 1942     GOOD             NGS
 AB0646  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0646  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0646  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0646
 AB0646                          STATION DESCRIPTION
 AB0646
 AB0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0646'6.0 MI FROM SAN BENITO.
 AB0646'6.0 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0646'BENITO, CAMERON COUNTY, 4.2 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0646'TO BAYVIEW.  40 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 AB0646'BRIDGE, 38 FEET NORTH OF AND 2 FEET HIGHER THAN THE CENTERLINE OF THE
 AB0646'ROAD, AT A CONCRETE SYPHON, AND IN THE CENTER OF THE TOP OF THE NORTH
 AB0646'HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED G 14 27.72.
 AB0646
 AB0646                          STATION RECOVERY (1987)
 AB0646
 AB0646'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0646'MARK NOT FOUND.
 AB0646
 AB0646                          STATION RECOVERY (1987)
 AB0646
 AB0646'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0646'MARK NOT FOUND.
 AB0646
 AB0646                          STATION RECOVERY (1988)
 AB0646
 AB0646'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0556 ***********************************************************************
 CU0556  DESIGNATION -  G 14
 CU0556  PID         -  CU0556
 CU0556  STATE/COUNTY-  TX/HOWARD
 CU0556  USGS QUAD   -  IATAN (1978)
 CU0556
 CU0556                         *CURRENT SURVEY CONTROL
 CU0556  ___________________________________________________________________
 CU0556* NAD 83(1986)-  32 18 55.     (N)    101 12 54.     (W)     SCALED    
 CU0556* NAVD 88     -       705.606  (meters)    2314.98   (feet)  ADJUSTED  
 CU0556  ___________________________________________________________________
 CU0556  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CU0556  DYNAMIC HT  -         704.653 (meters)    2311.85  (feet)  COMP
 CU0556  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 CU0556
 CU0556  VERT ORDER  -  FIRST     CLASS II
 CU0556
 CU0556.The horizontal coordinates were scaled from a topographic map and have
 CU0556.an estimated accuracy of +/- 6 seconds.
 CU0556
 CU0556.The orthometric height was determined by differential leveling
 CU0556.and adjusted by the National Geodetic Survey in June 1991..
 CU0556
 CU0556.The geoid height was determined by GEOID03.
 CU0556
 CU0556.The dynamic height is computed by dividing the NAVD 88
 CU0556.geopotential number by the normal gravity value computed on the
 CU0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0556.degrees latitude (g = 980.6199 gals.).
 CU0556
 CU0556.The modeled gravity was interpolated from observed gravity values.
 CU0556
 CU0556;                    North         East    Units  Estimated Accuracy
 CU0556;SPC TXNC     - 2,075,230.      344,370.      MT  (+/- 180 meters Scaled)
 CU0556
 CU0556                          SUPERSEDED SURVEY CONTROL
 CU0556
 CU0556  NGVD 29 (??/??/92)  705.362  (m)         2314.18   (f) ADJ UNCH    1 2
 CU0556
 CU0556.Superseded values are not recommended for survey control.
 CU0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0556.See file dsdata.txt to determine how the superseded data were derived.
 CU0556
 CU0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA914775(NAD 83)
 CU0556_MARKER: P = PIPE CAP
 CU0556_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0556_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0556_STAMPING: G 14 ELEV 2314.234 FT
 CU0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0556
 CU0556  HISTORY     - Date     Condition        Report By
 CU0556  HISTORY     - UNK      MONUMENTED       CGS
 CU0556  HISTORY     - 1956     GOOD             NGS
 CU0556
 CU0556                          STATION DESCRIPTION
 CU0556
 CU0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0556'5.75 MI NE FROM COAHOMA.
 CU0556'5.75 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0556'STATION AT COAHOMA, 0.15 MILE SOUTHWEST OF THE NEW U.S. HIGHWAY 80
 CU0556'OVERPASS, 55.4 FEET NORTHEAST OF A TELEPHONE POLE, 43 FEET NORTHWEST
 CU0556'OF THE NORTHWEST RAIL, 3.8 FEET SOUTHEAST OF A FENCE, 1.8 FEET
 CU0556'SOUTHWEST OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON
 CU0556'PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0197 ***********************************************************************
 EN0197  DESIGNATION -  G 140
 EN0197  PID         -  EN0197
 EN0197  STATE/COUNTY-  TX/HALL
 EN0197  USGS QUAD   -  PLASKA (1985)
 EN0197
 EN0197                         *CURRENT SURVEY CONTROL
 EN0197  ___________________________________________________________________
 EN0197* NAD 83(1986)-  34 30 04.     (N)    100 43 19.     (W)     SCALED    
 EN0197* NAVD 88     -       635.683  (meters)    2085.57   (feet)  ADJUSTED  
 EN0197  ___________________________________________________________________
 EN0197  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EN0197  DYNAMIC HT  -         634.953 (meters)    2083.18  (feet)  COMP
 EN0197  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 EN0197
 EN0197  VERT ORDER  -  FIRST     CLASS II
 EN0197
 EN0197.The horizontal coordinates were scaled from a topographic map and have
 EN0197.an estimated accuracy of +/- 6 seconds.
 EN0197
 EN0197.The orthometric height was determined by differential leveling
 EN0197.and adjusted by the National Geodetic Survey in June 1991..
 EN0197
 EN0197.The geoid height was determined by GEOID03.
 EN0197
 EN0197.The dynamic height is computed by dividing the NAVD 88
 EN0197.geopotential number by the normal gravity value computed on the
 EN0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0197.degrees latitude (g = 980.6199 gals.).
 EN0197
 EN0197.The modeled gravity was interpolated from observed gravity values.
 EN0197
 EN0197;                    North         East    Units  Estimated Accuracy
 EN0197;SPC TX N     - 1,055,880.      271,460.      MT  (+/- 180 meters Scaled)
 EN0197
 EN0197                          SUPERSEDED SURVEY CONTROL
 EN0197
 EN0197  NGVD 29 (??/??/92)  635.394  (m)         2084.62   (f) ADJ UNCH    1 2
 EN0197
 EN0197.Superseded values are not recommended for survey control.
 EN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0197.See file dsdata.txt to determine how the superseded data were derived.
 EN0197
 EN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD419190(NAD 83)
 EN0197_MARKER: DB = BENCH MARK DISK
 EN0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0197_STAMPING: 2084.622 G 140 1933
 EN0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0197+STABILITY: SURFACE MOTION
 EN0197
 EN0197  HISTORY     - Date     Condition        Report By
 EN0197  HISTORY     - 1933     MONUMENTED       CGS
 EN0197  HISTORY     - 1934     GOOD             NGS
 EN0197
 EN0197                          STATION DESCRIPTION
 EN0197
 EN0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0197'14.6 MI NE FROM TURKEY.
 EN0197'14.6 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0197'THE STATION AT TURKEY, HALL COUNTY, ABOUT 4.6 MILES NORTHEAST OF THE
 EN0197'SIGNBOARD AT TAMPICO, AT STATION 916+40 (MILEAGE 254.40), ABOUT 16
 EN0197'RAILS SOUTHWEST OF SIGN P 254.30, AT THE EAST END OF A CUT, 54 FEET
 EN0197'SOUTHWEST OF A ROAD CROSSING, 48 FEET SOUTH OF THE TRACK, AND ABOUT 16
 EN0197'YARDS NORTH OF THE RIGTH-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 EN0197'2084.622 G 140 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EN0197'ABOUT 4 INCHES ABOVE GROUND.
 EN0197
 EN0197                          STATION RECOVERY (1934)
 EN0197
 EN0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0226 ***********************************************************************
 BB0226  DESIGNATION -  G 1400
 BB0226  PID         -  BB0226
 BB0226  STATE/COUNTY-  TX/PRESIDIO
 BB0226  USGS QUAD   -  CIENEGUITA (1983)
 BB0226
 BB0226                         *CURRENT SURVEY CONTROL
 BB0226  ___________________________________________________________________
 BB0226* NAD 83(1986)-  29 54 17.     (N)    104 16 19.     (W)     SCALED    
 BB0226* NAVD 88     -      1350.507  (meters)    4430.79   (feet)  ADJUSTED  
 BB0226  ___________________________________________________________________
 BB0226  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 BB0226  DYNAMIC HT  -        1348.229 (meters)    4423.31  (feet)  COMP
 BB0226  MODELED GRAV-     978,908.8   (mgal)                       NAVD 88
 BB0226
 BB0226  VERT ORDER  -  FIRST     CLASS II
 BB0226
 BB0226.The horizontal coordinates were scaled from a topographic map and have
 BB0226.an estimated accuracy of +/- 6 seconds.
 BB0226
 BB0226.The orthometric height was determined by differential leveling
 BB0226.and adjusted by the National Geodetic Survey in June 1991..
 BB0226
 BB0226.The geoid height was determined by GEOID03.
 BB0226
 BB0226.The dynamic height is computed by dividing the NAVD 88
 BB0226.geopotential number by the normal gravity value computed on the
 BB0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0226.degrees latitude (g = 980.6199 gals.).
 BB0226
 BB0226.The modeled gravity was interpolated from observed gravity values.
 BB0226
 BB0226;                    North         East    Units  Estimated Accuracy
 BB0226;SPC TXSC     - 4,241,040.       91,060.      MT  (+/- 180 meters Scaled)
 BB0226
 BB0226                          SUPERSEDED SURVEY CONTROL
 BB0226
 BB0226.No superseded survey control is available for this station.
 BB0226
 BB0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP702084(NAD 83)
 BB0226_MARKER: I = METAL ROD
 BB0226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BB0226_SP_SET: STAINLESS STEEL ROD
 BB0226_STAMPING: G 1400 1981
 BB0226_MARK LOGO: NGS   
 BB0226_PROJECTION: FLUSH
 BB0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0226_ROD/PIPE-DEPTH: 3.4  meters
 BB0226
 BB0226  HISTORY     - Date     Condition        Report By
 BB0226  HISTORY     - 1981     MONUMENTED       NGS
 BB0226  HISTORY     - 19961010 GOOD             USPSQD
 BB0226
 BB0226                          STATION DESCRIPTION
 BB0226
 BB0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0226'10.9 KM (6.75 MI) NE FROM SHAFTER.
 BB0226'10.9 KM (6.75 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHWEST
 BB0226'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.6 KM (0.35 MI)
 BB0226'SOUTHWEST OF A GRAVELED ROAD LEADING WEST TO THE HORST SCHWERDSEFER
 BB0226'(CHINATI PEAK ELEV. 7730), AND 15.2 METERS (50.0 FT) EAST-SOUTHEAST
 BB0226'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 BB0226'THROUGH A 5-INCH LOGO CAP.
 BB0226'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND SIGN
 BB0226'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BB0226
 BB0226                          STATION RECOVERY (1996)
 BB0226
 BB0226'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0572 ***********************************************************************
 CC0572  DESIGNATION -  G 1401
 CC0572  PID         -  CC0572
 CC0572  STATE/COUNTY-  TX/REEVES
 CC0572  USGS QUAD   -  SAND LAKE (1981)
 CC0572
 CC0572                         *CURRENT SURVEY CONTROL
 CC0572  ___________________________________________________________________
 CC0572* NAD 83(1986)-  31 34 56.     (N)    103 31 44.     (W)     SCALED    
 CC0572* NAVD 88     -       800.468  (meters)    2626.20   (feet)  ADJUSTED  
 CC0572  ___________________________________________________________________
 CC0572  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CC0572  DYNAMIC HT  -         799.297 (meters)    2622.36  (feet)  COMP
 CC0572  MODELED GRAV-     979,151.2   (mgal)                       NAVD 88
 CC0572
 CC0572  VERT ORDER  -  FIRST     CLASS II
 CC0572
 CC0572.The horizontal coordinates were scaled from a topographic map and have
 CC0572.an estimated accuracy of +/- 6 seconds.
 CC0572
 CC0572.The orthometric height was determined by differential leveling
 CC0572.and adjusted by the National Geodetic Survey in June 1991..
 CC0572
 CC0572.The geoid height was determined by GEOID03.
 CC0572
 CC0572.The dynamic height is computed by dividing the NAVD 88
 CC0572.geopotential number by the normal gravity value computed on the
 CC0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0572.degrees latitude (g = 980.6199 gals.).
 CC0572
 CC0572.The modeled gravity was interpolated from observed gravity values.
 CC0572
 CC0572;                    North         East    Units  Estimated Accuracy
 CC0572;SPC TX C     - 3,216,710.      396,740.      MT  (+/- 180 meters Scaled)
 CC0572
 CC0572                          SUPERSEDED SURVEY CONTROL
 CC0572
 CC0572.No superseded survey control is available for this station.
 CC0572
 CC0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ395950(NAD 83)
 CC0572_MARKER: I = METAL ROD
 CC0572_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CC0572_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CC0572_STAMPING: G 1401 1981
 CC0572_MARK LOGO: NGS   
 CC0572_PROJECTION: FLUSH
 CC0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0572+STABILITY: POSITION/ELEVATION WELL
 CC0572_ROD/PIPE-DEPTH: 14.0 meters
 CC0572_SLEEVE-DEPTH  : 9.1 meters
 CC0572
 CC0572  HISTORY     - Date     Condition        Report By
 CC0572  HISTORY     - 1981     MONUMENTED       NGS
 CC0572
 CC0572                          STATION DESCRIPTION
 CC0572
 CC0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0572'17.7 KM (11.0 MI) NORTH FROM PECOS.
 CC0572'17.7 KM (11.0 MI) NORTHERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CC0572'RAILROAD FROM ITS JUNCTION WITH THE MISSOURI PACIFIC RAILROAD IN
 CC0572'PECOS, 0.8 KM (0.5 MI) NORTH OF MILEPOST 261, 13.7 METERS (45.0 FT)
 CC0572'WEST OF THE CENTER OF FARM ROAD 1216, 11.6 METERS (38.0 FT) NORTH
 CC0572'OF THE CENTER OF A FIELD ENTRANCE ROAD, 9.1 METERS (30.0 FT) NORTH
 CC0572'OF THE NORTH GATE POST AND 0.9 METER (2.8 FT) EAST OF A FENCE.
 CC0572'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0572'THE MARK IS 0.5 METERS  NNW FROM A WITNESS POST.
 CC0572'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0714 ***********************************************************************
 BP0714  DESIGNATION -  G 1402
 BP0714  PID         -  BP0714
 BP0714  STATE/COUNTY-  TX/BREWSTER
 BP0714  USGS QUAD   -  ALTUDA (1983)
 BP0714
 BP0714                         *CURRENT SURVEY CONTROL
 BP0714  ___________________________________________________________________
 BP0714* NAD 83(1986)-  30 20 17.     (N)    103 28 31.     (W)     SCALED    
 BP0714* NAVD 88     -      1400.256  (meters)    4594.01   (feet)  ADJUSTED  
 BP0714  ___________________________________________________________________
 BP0714  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 BP0714  DYNAMIC HT  -        1397.950 (meters)    4586.44  (feet)  COMP
 BP0714  MODELED GRAV-     978,945.7   (mgal)                       NAVD 88
 BP0714
 BP0714  VERT ORDER  -  FIRST     CLASS II
 BP0714
 BP0714.The horizontal coordinates were scaled from a topographic map and have
 BP0714.an estimated accuracy of +/- 6 seconds.
 BP0714
 BP0714.The orthometric height was determined by differential leveling
 BP0714.and adjusted by the National Geodetic Survey in June 1991..
 BP0714
 BP0714.The geoid height was determined by GEOID03.
 BP0714
 BP0714.The dynamic height is computed by dividing the NAVD 88
 BP0714.geopotential number by the normal gravity value computed on the
 BP0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0714.degrees latitude (g = 980.6199 gals.).
 BP0714
 BP0714.The modeled gravity was interpolated from observed gravity values.
 BP0714
 BP0714;                    North         East    Units  Estimated Accuracy
 BP0714;SPC TXSC     - 4,285,840.      169,770.      MT  (+/- 180 meters Scaled)
 BP0714
 BP0714                          SUPERSEDED SURVEY CONTROL
 BP0714
 BP0714.No superseded survey control is available for this station.
 BP0714
 BP0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP465572(NAD 83)
 BP0714_MARKER: I = METAL ROD
 BP0714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0714_SP_SET: STAINLESS STEEL ROD
 BP0714_STAMPING: G 1402 1981
 BP0714_MARK LOGO: NGS   
 BP0714_PROJECTION: FLUSH
 BP0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0714_ROD/PIPE-DEPTH: 6.1  meters
 BP0714
 BP0714  HISTORY     - Date     Condition        Report By
 BP0714  HISTORY     - 1981     MONUMENTED       NGS
 BP0714
 BP0714                          STATION DESCRIPTION
 BP0714
 BP0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0714'21.2 KM (13.15 MI) EAST FROM ALPINE.
 BP0714'5.1 KM (3.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0714'THE RAILROAD STATION IN ALPINE, THENCE 16.1 KM (10.0 MI) EASTERLY
 BP0714'ALONG U.S. HIGHWAY 90, 0.4 KM (0.25 MI) SOUTHEAST OF A 4-PIPE CONCRETE
 BP0714'CULVERT, 1.0 KM (0.6 MI) NORTHWEST OF A DIRT ROAD LEADING EAST, 62.5
 BP0714'METERS (205.0 FT) NORTHWEST OF THE NORTHWEST ONE OF A CONCRETE PIPE
 BP0714'CULVERT, 47.2 METERS (154.9 FT) NORTHEAST AND ACROSS THE TRACKS FROM
 BP0714'RAILROAD MILEPOST 594, 19.5 METERS (64.0 FT) SOUTH-SOUTHWEST OF THE
 BP0714'CENTERLINE OF THE HIGHWAY AND 2.3 METERS (7.5 FT) SOUTHEAST OF A
 BP0714'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BP0714'CAP.
 BP0714'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 BP0714'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0738 ***********************************************************************
 BP0738  DESIGNATION -  G 1403
 BP0738  PID         -  BP0738
 BP0738  STATE/COUNTY-  TX/BREWSTER
 BP0738  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0738
 BP0738                         *CURRENT SURVEY CONTROL
 BP0738  ___________________________________________________________________
 BP0738* NAD 83(1986)-  30 12 46.     (N)    103 04 14.     (W)     SCALED    
 BP0738* NAVD 88     -      1244.816  (meters)    4084.03   (feet)  ADJUSTED  
 BP0738  ___________________________________________________________________
 BP0738  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 BP0738  DYNAMIC HT  -        1242.789 (meters)    4077.38  (feet)  COMP
 BP0738  MODELED GRAV-     978,970.1   (mgal)                       NAVD 88
 BP0738
 BP0738  VERT ORDER  -  FIRST     CLASS II
 BP0738
 BP0738.The horizontal coordinates were scaled from a topographic map and have
 BP0738.an estimated accuracy of +/- 6 seconds.
 BP0738
 BP0738.The orthometric height was determined by differential leveling
 BP0738.and adjusted by the National Geodetic Survey in June 1991..
 BP0738
 BP0738.The geoid height was determined by GEOID03.
 BP0738
 BP0738.The dynamic height is computed by dividing the NAVD 88
 BP0738.geopotential number by the normal gravity value computed on the
 BP0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0738.degrees latitude (g = 980.6199 gals.).
 BP0738
 BP0738.The modeled gravity was interpolated from observed gravity values.
 BP0738
 BP0738;                    North         East    Units  Estimated Accuracy
 BP0738;SPC TXSC     - 4,270,540.      208,180.      MT  (+/- 180 meters Scaled)
 BP0738
 BP0738                          SUPERSEDED SURVEY CONTROL
 BP0738
 BP0738.No superseded survey control is available for this station.
 BP0738
 BP0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP857439(NAD 83)
 BP0738_MARKER: I = METAL ROD
 BP0738_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0738_SP_SET: STAINLESS STEEL ROD
 BP0738_STAMPING: G 1403 1981
 BP0738_MARK LOGO: NGS   
 BP0738_PROJECTION: FLUSH
 BP0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0738_ROD/PIPE-DEPTH: 4.9  meters
 BP0738
 BP0738  HISTORY     - Date     Condition        Report By
 BP0738  HISTORY     - 1981     MONUMENTED       NGS
 BP0738  HISTORY     - 20010331 GOOD             NGS
 BP0738
 BP0738                          STATION DESCRIPTION
 BP0738
 BP0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0738'17.1 KM (10.6 MI) EAST FROM MARATHON.
 BP0738'17.1 KM (10.6 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0738'IN MARATHON, 0.2 KM (0.15 MI) WEST OF A SMALL BRIDGE, 25.9 METERS
 BP0738'(85.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 6.1 METERS (20.0
 BP0738'FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 BP0738'A 5-INCH LOGO CAP.
 BP0738'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 BP0738'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0738
 BP0738                          STATION RECOVERY (2001)
 BP0738
 BP0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0738'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1086 ***********************************************************************
 AJ1086  DESIGNATION -  G 1404
 AJ1086  PID         -  AJ1086
 AJ1086  STATE/COUNTY-  TX/WEBB
 AJ1086  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ1086
 AJ1086                         *CURRENT SURVEY CONTROL
 AJ1086  ___________________________________________________________________
 AJ1086* NAD 83(1986)-  27 23 06.     (N)    099 28 26.     (W)     SCALED    
 AJ1086* NAVD 88     -       127.938  (meters)     419.74   (feet)  ADJUSTED  
 AJ1086  ___________________________________________________________________
 AJ1086  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AJ1086  DYNAMIC HT  -         127.735 (meters)     419.08  (feet)  COMP
 AJ1086  MODELED GRAV-     979,057.5   (mgal)                       NAVD 88
 AJ1086
 AJ1086  VERT ORDER  -  FIRST     CLASS II
 AJ1086
 AJ1086.The horizontal coordinates were scaled from a topographic map and have
 AJ1086.an estimated accuracy of +/- 6 seconds.
 AJ1086
 AJ1086.The orthometric height was determined by differential leveling
 AJ1086.and adjusted by the National Geodetic Survey in June 1991..
 AJ1086
 AJ1086.The geoid height was determined by GEOID03.
 AJ1086
 AJ1086.The dynamic height is computed by dividing the NAVD 88
 AJ1086.geopotential number by the normal gravity value computed on the
 AJ1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1086.degrees latitude (g = 980.6199 gals.).
 AJ1086
 AJ1086.The modeled gravity was interpolated from observed gravity values.
 AJ1086
 AJ1086;                    North         East    Units  Estimated Accuracy
 AJ1086;SPC TX S     - 5,190,750.      203,680.      MT  (+/- 180 meters Scaled)
 AJ1086
 AJ1086                          SUPERSEDED SURVEY CONTROL
 AJ1086
 AJ1086.No superseded survey control is available for this station.
 AJ1086
 AJ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR531291(NAD 83)
 AJ1086_MARKER: I = METAL ROD
 AJ1086_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1086+WITH SETTING: INFORMATION.
 AJ1086_SP_SET: SHALLOW SET METAL ROD
 AJ1086_STAMPING: G 1404 1981
 AJ1086_MARK LOGO: NGS   
 AJ1086_PROJECTION: FLUSH
 AJ1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1086+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 AJ1086_ROD/PIPE-DEPTH: 2.6  meters
 AJ1086
 AJ1086  HISTORY     - Date     Condition        Report By
 AJ1086  HISTORY     - 1981     MONUMENTED       NGS
 AJ1086  HISTORY     - 1988     GOOD             USPSQD
 AJ1086  HISTORY     - 20020502 GOOD             USPSQD
 AJ1086
 AJ1086                          STATION DESCRIPTION
 AJ1086
 AJ1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1086'14.0 KM (8.65 MI) SOUTH FROM LAREDO.
 AJ1086'14.0 KM (8.65 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 AJ1086'TEXAS MEXICAN RAILROAD OVERPASS BRIDGE IN LAREDO AT A FIELD ROAD
 AJ1086'LEADING EAST AND TO A WINDMILL, 36.9 METERS (121.0 FT) EAST OF
 AJ1086'CENTERLINE OF HIGHWAY, 7.0 METERS (23.0 FT) NORTH OF CENTER OF AN IRON
 AJ1086'GATE AND FIELD ROAD ENTRANCE, AND 0.79 METERS (2.6 FT) WEST OF A
 AJ1086'POWERLINE POLE, NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED IN HARD
 AJ1086'SANDSTONE.
 AJ1086'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 AJ1086'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AJ1086
 AJ1086                          STATION RECOVERY (1988)
 AJ1086
 AJ1086'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ1086'RECOVERED IN GOOD CONDITION.
 AJ1086
 AJ1086                          STATION RECOVERY (2002)
 AJ1086
 AJ1086'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1079 ***********************************************************************
 AJ1079  DESIGNATION -  G 1405
 AJ1079  PID         -  AJ1079
 AJ1079  STATE/COUNTY-  TX/ZAPATA
 AJ1079  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ1079
 AJ1079                         *CURRENT SURVEY CONTROL
 AJ1079  ___________________________________________________________________
 AJ1079* NAD 83(1986)-  27 16 47.     (N)    099 25 25.     (W)     SCALED    
 AJ1079* NAVD 88     -       139.274  (meters)     456.93   (feet)  ADJUSTED  
 AJ1079  ___________________________________________________________________
 AJ1079  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AJ1079  DYNAMIC HT  -         139.052 (meters)     456.21  (feet)  COMP
 AJ1079  MODELED GRAV-     979,047.6   (mgal)                       NAVD 88
 AJ1079
 AJ1079  VERT ORDER  -  FIRST     CLASS II
 AJ1079
 AJ1079.The horizontal coordinates were scaled from a topographic map and have
 AJ1079.an estimated accuracy of +/- 6 seconds.
 AJ1079
 AJ1079.The orthometric height was determined by differential leveling
 AJ1079.and adjusted by the National Geodetic Survey in June 1991..
 AJ1079
 AJ1079.The geoid height was determined by GEOID03.
 AJ1079
 AJ1079.The dynamic height is computed by dividing the NAVD 88
 AJ1079.geopotential number by the normal gravity value computed on the
 AJ1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1079.degrees latitude (g = 980.6199 gals.).
 AJ1079
 AJ1079.The modeled gravity was interpolated from observed gravity values.
 AJ1079
 AJ1079;                    North         East    Units  Estimated Accuracy
 AJ1079;SPC TX S     - 5,179,050.      208,560.      MT  (+/- 180 meters Scaled)
 AJ1079
 AJ1079                          SUPERSEDED SURVEY CONTROL
 AJ1079
 AJ1079.No superseded survey control is available for this station.
 AJ1079
 AJ1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR580174(NAD 83)
 AJ1079_MARKER: I = METAL ROD
 AJ1079_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1079+WITH SETTING: INFORMATION.
 AJ1079_SP_SET: SHALLOW SET METAL ROD
 AJ1079_STAMPING: G 1405 1981
 AJ1079_MARK LOGO: NGS   
 AJ1079_PROJECTION: FLUSH
 AJ1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1079_ROD/PIPE-DEPTH: 2.1  meters
 AJ1079
 AJ1079  HISTORY     - Date     Condition        Report By
 AJ1079  HISTORY     - 1981     MONUMENTED       NGS
 AJ1079
 AJ1079                          STATION DESCRIPTION
 AJ1079
 AJ1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1079'27.1 KM (16.8 MI) NORTH FROM SAN YGNACIO.
 AJ1079'27.1 KM (16.85 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1079'FARM ROAD 369 AT SAN YGNACIO, ALSO 26.6 KM (16.5 MI) SOUTH ALONG U.S.
 AJ1079'HIGHWAY 83 FROM THE JUNCTION OF THE TEXAS-MEXICAN RAILROAD OVER PASS
 AJ1079'AT GUADELUPE STREET AT A DIRT ROAD LEADING EAST TO A GULF OIL LEASE,
 AJ1079'14.9 METERS (49.0 FT) NORTHEAST OF THE CENTER OF THE HGIGHWAY,
 AJ1079'10.6 METERS (34.9 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 2.3 METERS
 AJ1079'(7.6 FT) SOUTHEAST OF A METAL CORNER FENCE POST, AND 0.31 METERS
 AJ1079'(1.0 FT) SOUTHWEST OF A FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AJ1079'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 AJ1079'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1120 ***********************************************************************
 AJ1120  DESIGNATION -  G 1405 X
 AJ1120  PID         -  AJ1120
 AJ1120  STATE/COUNTY-  TX/WEBB
 AJ1120  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ1120
 AJ1120                         *CURRENT SURVEY CONTROL
 AJ1120  ___________________________________________________________________
 AJ1120* NAD 83(1986)-  27 55 29.     (N)    099 29 47.     (W)     SCALED    
 AJ1120* NAVD 88     -       220.788  (meters)     724.37   (feet)  ADJUSTED  
 AJ1120  ___________________________________________________________________
 AJ1120  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AJ1120  DYNAMIC HT  -         220.445 (meters)     723.24  (feet)  COMP
 AJ1120  MODELED GRAV-     979,085.1   (mgal)                       NAVD 88
 AJ1120
 AJ1120  VERT ORDER  -  FIRST     CLASS II
 AJ1120
 AJ1120.The horizontal coordinates were scaled from a topographic map and have
 AJ1120.an estimated accuracy of +/- 6 seconds.
 AJ1120
 AJ1120.The orthometric height was determined by differential leveling
 AJ1120.and adjusted by the National Geodetic Survey in June 1991..
 AJ1120
 AJ1120.The geoid height was determined by GEOID03.
 AJ1120
 AJ1120.The dynamic height is computed by dividing the NAVD 88
 AJ1120.geopotential number by the normal gravity value computed on the
 AJ1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1120.degrees latitude (g = 980.6199 gals.).
 AJ1120
 AJ1120.The modeled gravity was interpolated from observed gravity values.
 AJ1120
 AJ1120;                    North         East    Units  Estimated Accuracy
 AJ1120;SPC TX S     - 5,250,570.      201,920.      MT  (+/- 180 meters Scaled)
 AJ1120
 AJ1120                          SUPERSEDED SURVEY CONTROL
 AJ1120
 AJ1120.No superseded survey control is available for this station.
 AJ1120
 AJ1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR511889(NAD 83)
 AJ1120_MARKER: I = METAL ROD
 AJ1120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1120_SP_SET: STAINLESS STEEL ROD
 AJ1120_STAMPING: G 1405 X 1982
 AJ1120_MARK LOGO: NGS   
 AJ1120_PROJECTION: FLUSH
 AJ1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1120_ROD/PIPE-DEPTH: 3.7  meters
 AJ1120
 AJ1120  HISTORY     - Date     Condition        Report By
 AJ1120  HISTORY     - 1982     MONUMENTED       NGS
 AJ1120  HISTORY     - 20020326 POOR             USPSQD
 AJ1120
 AJ1120                          STATION DESCRIPTION
 AJ1120
 AJ1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1120'20.1 KM (12.45 MI) NW FROM WEBB.
 AJ1120'20.1 KM (12.45 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 AJ1120'OF INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, AT THE EAST END OF A
 AJ1120'EAST WEST FENCE LINE INTERSECTION ABOUT 46 METERS (150.0 FT)
 AJ1120'NORTHWEST OF A HIGHWAY PICNIC AREA MILEAGE SIGN, 15.2 METERS (50.0 FT)
 AJ1120'SOUTHWEST OF CENTER, 13.1 METERS (43.0 FT) NORTHWEST OF A POWERLINE
 AJ1120'POLE, AND 0.30 METERS (1.0 FT) NORTHEAST OF A FENCE LINE.  NOTE,
 AJ1120'DRIVEN TO REFUSAL, DATUM POINT IS STAMPED G 1405.
 AJ1120'THE MARK IS 0.45 M ABOVE HIGHWAY.
 AJ1120
 AJ1120                          STATION RECOVERY (2002)
 AJ1120
 AJ1120'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1120'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1188 ***********************************************************************
 AB1188  DESIGNATION -  G 1406
 AB1188  PID         -  AB1188
 AB1188  STATE/COUNTY-  TX/CAMERON
 AB1188  USGS QUAD   -  OLMITO (1983)
 AB1188
 AB1188                         *CURRENT SURVEY CONTROL
 AB1188  ___________________________________________________________________
 AB1188* NAD 83(1986)-  26 07 17.     (N)    097 36 35.     (W)     SCALED    
 AB1188* NAVD 88     -         8.980  (meters)      29.46   (feet)  ADJUSTED  
 AB1188  ___________________________________________________________________
 AB1188  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AB1188  DYNAMIC HT  -           8.965 (meters)      29.41  (feet)  COMP
 AB1188  MODELED GRAV-     979,034.4   (mgal)                       NAVD 88
 AB1188
 AB1188  VERT ORDER  -  FIRST     CLASS II
 AB1188
 AB1188.The horizontal coordinates were scaled from a topographic map and have
 AB1188.an estimated accuracy of +/- 6 seconds.
 AB1188
 AB1188.The orthometric height was determined by differential leveling
 AB1188.and adjusted by the National Geodetic Survey in June 1991..
 AB1188
 AB1188.The geoid height was determined by GEOID03.
 AB1188
 AB1188.The dynamic height is computed by dividing the NAVD 88
 AB1188.geopotential number by the normal gravity value computed on the
 AB1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1188.degrees latitude (g = 980.6199 gals.).
 AB1188
 AB1188.The modeled gravity was interpolated from observed gravity values.
 AB1188
 AB1188;                    North         East    Units  Estimated Accuracy
 AB1188;SPC TX S     - 5,050,700.      389,040.      MT  (+/- 180 meters Scaled)
 AB1188
 AB1188                          SUPERSEDED SURVEY CONTROL
 AB1188
 AB1188.No superseded survey control is available for this station.
 AB1188
 AB1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP390898(NAD 83)
 AB1188_MARKER: I = METAL ROD
 AB1188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1188_SP_SET: STAINLESS STEEL ROD
 AB1188_STAMPING: G 1406 1981
 AB1188_MARK LOGO: NGS   
 AB1188_PROJECTION: FLUSH
 AB1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1188_ROD/PIPE-DEPTH: 9.7  meters
 AB1188
 AB1188  HISTORY     - Date     Condition        Report By
 AB1188  HISTORY     - 1981     MONUMENTED       NGS
 AB1188  HISTORY     - 19910313 POOR             USPSQD
 AB1188  HISTORY     - 19930123 GOOD             USPSQD
 AB1188  HISTORY     - 19950213 GOOD             USPSQD
 AB1188
 AB1188                          STATION DESCRIPTION
 AB1188
 AB1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1188'2.6 KM (1.65 MI) SE FROM SAN BENITO.
 AB1188'2.6 KM (1.55 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1188'JUNCTION OF STATE HIGHWAY 345 IN SAN BENITO, AT THE JUNCTION OF FARM
 AB1188'ROAD 510, 17.9 METERS (59.0 FT) WEST SOUTHWEST OF THE CENTER OF
 AB1188'BUSINESS U.S. HIGHWAY 77, 15.2 METERS (50.0 FT) SOUTHEAST OF THE
 AB1188'CENTER OF STATE HIGHWAY 510, 5.6 METERS (18.5 FT) SOUTHWEST OF THE
 AB1188'CENTER OF A METAL STORM SEWER MANHOLE, 10.6 METERS (35.0 FT) EAST OF A
 AB1188'POWERLINE POLE WITH 2 TRANSFORMERS, 5.9 METERS (19.5 FT)
 AB1188'SOUTH SOUTHEAST OF A POWER POLE, AND 0.9 METER (3.0 FT) NORTH NORTHWES
 AB1188'OF A 3.6 METERS (12.0 FT) HIGH TELEPHONE POLE WITH UNDERGROUND WARNING
 AB1188'CABLE SIGNS.
 AB1188'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 AB1188'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB1188
 AB1188                          STATION RECOVERY (1991)
 AB1188
 AB1188'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1188'MARK RECOVERED IN POOR CONDITION.
 AB1188
 AB1188                          STATION RECOVERY (1993)
 AB1188
 AB1188'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1188'RECOVERED IN GOOD CONDITION.
 AB1188
 AB1188                          STATION RECOVERY (1995)
 AB1188
 AB1188'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1261 ***********************************************************************
 AB1261  DESIGNATION -  G 1407
 AB1261  PID         -  AB1261
 AB1261  STATE/COUNTY-  TX/KENEDY
 AB1261  USGS QUAD   -  ARMSTRONG (1982)
 AB1261
 AB1261                         *CURRENT SURVEY CONTROL
 AB1261  ___________________________________________________________________
 AB1261* NAD 83(1986)-  26 53 59.     (N)    097 47 27.     (W)     SCALED    
 AB1261* NAVD 88     -         6.781  (meters)      22.25   (feet)  ADJUSTED  
 AB1261  ___________________________________________________________________
 AB1261  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AB1261  DYNAMIC HT  -           6.771 (meters)      22.21  (feet)  COMP
 AB1261  MODELED GRAV-     979,074.3   (mgal)                       NAVD 88
 AB1261
 AB1261  VERT ORDER  -  FIRST     CLASS II
 AB1261
 AB1261.The horizontal coordinates were scaled from a topographic map and have
 AB1261.an estimated accuracy of +/- 6 seconds.
 AB1261
 AB1261.The orthometric height was determined by differential leveling
 AB1261.and adjusted by the National Geodetic Survey in June 1991..
 AB1261
 AB1261.The geoid height was determined by GEOID03.
 AB1261
 AB1261.The dynamic height is computed by dividing the NAVD 88
 AB1261.geopotential number by the normal gravity value computed on the
 AB1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1261.degrees latitude (g = 980.6199 gals.).
 AB1261
 AB1261.The modeled gravity was interpolated from observed gravity values.
 AB1261
 AB1261;                    North         East    Units  Estimated Accuracy
 AB1261;SPC TX S     - 5,136,810.      370,440.      MT  (+/- 180 meters Scaled)
 AB1261
 AB1261                          SUPERSEDED SURVEY CONTROL
 AB1261
 AB1261.No superseded survey control is available for this station.
 AB1261
 AB1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ200759(NAD 83)
 AB1261_MARKER: I = METAL ROD
 AB1261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1261_SP_SET: STAINLESS STEEL ROD
 AB1261_STAMPING: G 1407 1981
 AB1261_MARK LOGO: NGS   
 AB1261_PROJECTION: FLUSH
 AB1261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1261+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1261_ROD/PIPE-DEPTH: 9.7  meters
 AB1261
 AB1261  HISTORY     - Date     Condition        Report By
 AB1261  HISTORY     - 1981     MONUMENTED       NGS
 AB1261  HISTORY     - 1990     GOOD             USPSQD
 AB1261  HISTORY     - 20040204 GOOD             USPSQD
 AB1261
 AB1261                          STATION DESCRIPTION
 AB1261
 AB1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1261'36.6 KM (22.7 MI) SOUTH FROM SARITA.
 AB1261'36.6 KM (22.75 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF A
 AB1261'PAVED ROAD LEADING WEST TO THE SARITA POST OFFICE, AT A T JUNCTION
 AB1261'FENCE CORNER WITH RAILROAD TIES AND FENCE LEADING WEST AND FENCE WITH
 AB1261'A METAL GATE, SET ON THE HIGH PART OF A SLIGHT RISE, ABOUT 45.7 METERS
 AB1261'(150 FT) EAST OF A SMALL POND, 0.2 KM (0.1 MI) SOUTH OF A SMALL
 AB1261'CULVERT UNDER THE HIGHWAY AND A TELEPHONE UNDERGROUND CABLE WARNING
 AB1261'SIGN ON A POLE NUMBERED 304, ALSO 0.3 KM (0.2 MI) NORTH OF AN
 AB1261'UNDERGROUND GASLINE WARNING SIGN NUMBER 78, 0.6 METER (2.0 FT) SOUTH
 AB1261'OF THE TENTH FENCE POST NORTH OF A FENCE CORNER, 14.1 METERS (46.5 FT)
 AB1261'WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC RAILROAD, 48.4 METERS
 AB1261'(159.0 FT) NORTH OF A FENCE CORNER, 0.15 METERS (0.5 FT) EAST OF A
 AB1261'FENCE, 48.1 METERS (158.0 FT) NORTH OF THE CENTER OF THE METAL GATE IN
 AB1261'THE EAST-WEST FENCE LINE.
 AB1261
 AB1261                          STATION RECOVERY (1990)
 AB1261
 AB1261'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AB1261'RECOVERED IN GOOD CONDITION.
 AB1261
 AB1261                          STATION RECOVERY (2004)
 AB1261
 AB1261'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1288 ***********************************************************************
 AB1288  DESIGNATION -  G 1408
 AB1288  PID         -  AB1288
 AB1288  STATE/COUNTY-  TX/WILLACY
 AB1288  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1288
 AB1288                         *CURRENT SURVEY CONTROL
 AB1288  ___________________________________________________________________
 AB1288* NAD 83(1986)-  26 24 01.     (N)    097 47 26.     (W)     SCALED    
 AB1288* NAVD 88     -        10.247  (meters)      33.62   (feet)  ADJUSTED  
 AB1288  ___________________________________________________________________
 AB1288  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AB1288  DYNAMIC HT  -          10.231 (meters)      33.57  (feet)  COMP
 AB1288  MODELED GRAV-     979,042.4   (mgal)                       NAVD 88
 AB1288
 AB1288  VERT ORDER  -  FIRST     CLASS II
 AB1288
 AB1288.The horizontal coordinates were scaled from a topographic map and have
 AB1288.an estimated accuracy of +/- 6 seconds.
 AB1288
 AB1288.The orthometric height was determined by differential leveling
 AB1288.and adjusted by the National Geodetic Survey in June 1991..
 AB1288
 AB1288.The geoid height was determined by GEOID03.
 AB1288
 AB1288.The dynamic height is computed by dividing the NAVD 88
 AB1288.geopotential number by the normal gravity value computed on the
 AB1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1288.degrees latitude (g = 980.6199 gals.).
 AB1288
 AB1288.The modeled gravity was interpolated from observed gravity values.
 AB1288
 AB1288;                    North         East    Units  Estimated Accuracy
 AB1288;SPC TX S     - 5,081,480.      370,780.      MT  (+/- 180 meters Scaled)
 AB1288
 AB1288                          SUPERSEDED SURVEY CONTROL
 AB1288
 AB1288.No superseded survey control is available for this station.
 AB1288
 AB1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ206205(NAD 83)
 AB1288_MARKER: I = METAL ROD
 AB1288_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1288_SP_SET: STAINLESS STEEL ROD
 AB1288_STAMPING: G 1408 1981
 AB1288_MARK LOGO: NGS   
 AB1288_PROJECTION: FLUSH
 AB1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1288_ROD/PIPE-DEPTH: 9.7  meters
 AB1288
 AB1288  HISTORY     - Date     Condition        Report By
 AB1288  HISTORY     - 1981     MONUMENTED       NGS
 AB1288  HISTORY     - 1988     GOOD             USPSQD
 AB1288
 AB1288                          STATION DESCRIPTION
 AB1288
 AB1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1288'1.3 KM (0.8 MI) SOUTH FROM LYFORD.
 AB1288'0.2 KM (0.1 MI) EAST ALONG WEST BROADWAY STREET FROM THE LYFORD POST
 AB1288'OFFICE, THENCE 1.1 KM (0.7 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 77 AT
 AB1288'JUNCTION OF FARM ROAD 498 EAST, 17.2 METERS (56.5 FT) EAST OF THE
 AB1288'CENTERLINE OF HIGHWAY 77, 12.6 METERS (41.5 FT) NORTH OF A LARGE
 AB1288'POWERLINE POLE CUT OFF AT FENCE POST HEIGHT, 2.8 METERS (9.5 FT) SOUTH
 AB1288'SOUTHEAST OF A POWERLINE POLE, 9.2 METERS (30.5 FT) SOUTH OF THE
 AB1288'CENTER OF A METAL GATE THAT IS 0.46 METERS (1.5 FT) TALLER THAN THE IN
 AB1288'LINE FENCE, 0.15 METERS (0.5 FT) WEST OF A CHAIN LINK FENCE,
 AB1288'57.6 METERS (189.0 FT) SOUTH OF THE CENTER OF FARM ROAD 498.
 AB1288'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AB1288'THE MARK IS 0.3 M BELOW HIGHWAY 77.
 AB1288
 AB1288                          STATION RECOVERY (1988)
 AB1288
 AB1288'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1270 ***********************************************************************
 AE1270  DESIGNATION -  G 1409
 AE1270  PID         -  AE1270
 AE1270  STATE/COUNTY-  TX/STARR
 AE1270  USGS QUAD   -  LA GRULLA (1965)
 AE1270
 AE1270                         *CURRENT SURVEY CONTROL
 AE1270  ___________________________________________________________________
 AE1270* NAD 83(1986)-  26 19 19.     (N)    098 40 38.     (W)     SCALED    
 AE1270* NAVD 88     -        65.251  (meters)     214.08   (feet)  ADJUSTED  
 AE1270  ___________________________________________________________________
 AE1270  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE1270  DYNAMIC HT  -          65.143 (meters)     213.72  (feet)  COMP
 AE1270  MODELED GRAV-     978,989.8   (mgal)                       NAVD 88
 AE1270
 AE1270  VERT ORDER  -  FIRST     CLASS II
 AE1270
 AE1270.The horizontal coordinates were scaled from a topographic map and have
 AE1270.an estimated accuracy of +/- 6 seconds.
 AE1270
 AE1270.The orthometric height was determined by differential leveling
 AE1270.and adjusted by the National Geodetic Survey in June 1991..
 AE1270
 AE1270.The geoid height was determined by GEOID03.
 AE1270
 AE1270.The dynamic height is computed by dividing the NAVD 88
 AE1270.geopotential number by the normal gravity value computed on the
 AE1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1270.degrees latitude (g = 980.6199 gals.).
 AE1270
 AE1270.The modeled gravity was interpolated from observed gravity values.
 AE1270
 AE1270;                    North         East    Units  Estimated Accuracy
 AE1270;SPC TX S     - 5,072,610.      282,310.      MT  (+/- 180 meters Scaled)
 AE1270
 AE1270                          SUPERSEDED SURVEY CONTROL
 AE1270
 AE1270.No superseded survey control is available for this station.
 AE1270
 AE1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ322113(NAD 83)
 AE1270_MARKER: I = METAL ROD
 AE1270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1270_SP_SET: STAINLESS STEEL ROD
 AE1270_STAMPING: G 1409 1981
 AE1270_MARK LOGO: NGS   
 AE1270_PROJECTION: FLUSH
 AE1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1270_ROD/PIPE-DEPTH: 4.9  meters
 AE1270
 AE1270  HISTORY     - Date     Condition        Report By
 AE1270  HISTORY     - 1981     MONUMENTED       NGS
 AE1270
 AE1270                          STATION DESCRIPTION
 AE1270
 AE1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1270'5.6 KM (3.45 MI) WEST FROM ALTO BONITO.
 AE1270'5.6 KM (3.45 MI) WEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AE1270'ROAD 2360 SOUTH AT ALTO BONITO, 1.9 KM (1.2 MI) EAST OF THE JUNCTION
 AE1270'OF FARM ROAD 1430 SOUTH, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH
 AE1270'TO THE STARR PRODUCE COMPANY INCORPORATED SHED NUMBER 1, 27.6 METERS
 AE1270'(90.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 43.7 METERS
 AE1270'(143.5 FT) EAST OF THE CENTER OF THE ROAD, 9.0 METERS (29.5 FT) SOUTH
 AE1270'OF A 12 INCH DIAMETER TREE, 0.76 METERS (2.5 FT) EAST OF A FENCE LINE
 AE1270'POST, AND 0.31 METERS (1.0 FT) NORTH OF A FENCE LINE.  NOTE, ROD
 AE1270'DRIVEN TO REFUSAL.
 AE1270'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 AE1270'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0286 ***********************************************************************
 EN0286  DESIGNATION -  G 141
 EN0286  PID         -  EN0286
 EN0286  STATE/COUNTY-  TX/FLOYD
 EN0286  USGS QUAD   -  STERLEY (1966)
 EN0286
 EN0286                         *CURRENT SURVEY CONTROL
 EN0286  ___________________________________________________________________
 EN0286* NAD 83(1986)-  34 07 42.     (N)    101 26 32.     (W)     SCALED    
 EN0286* NAVD 88     -      1000.830  (meters)    3283.56   (feet)  ADJUSTED  
 EN0286  ___________________________________________________________________
 EN0286  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EN0286  DYNAMIC HT  -         999.547 (meters)    3279.35  (feet)  COMP
 EN0286  MODELED GRAV-     979,320.8   (mgal)                       NAVD 88
 EN0286
 EN0286  VERT ORDER  -  FIRST     CLASS II
 EN0286
 EN0286.The horizontal coordinates were scaled from a topographic map and have
 EN0286.an estimated accuracy of +/- 6 seconds.
 EN0286
 EN0286.The orthometric height was determined by differential leveling
 EN0286.and adjusted by the National Geodetic Survey in June 1991..
 EN0286
 EN0286.The geoid height was determined by GEOID03.
 EN0286
 EN0286.The dynamic height is computed by dividing the NAVD 88
 EN0286.geopotential number by the normal gravity value computed on the
 EN0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0286.degrees latitude (g = 980.6199 gals.).
 EN0286
 EN0286.The modeled gravity was interpolated from observed gravity values.
 EN0286
 EN0286;                    North         East    Units  Estimated Accuracy
 EN0286;SPC TXNC     - 2,276,790.      328,620.      MT  (+/- 180 meters Scaled)
 EN0286
 EN0286                          SUPERSEDED SURVEY CONTROL
 EN0286
 EN0286  NGVD 29 (??/??/92) 1000.456  (m)         3282.33   (f) ADJ UNCH    1 2
 EN0286
 EN0286.Superseded values are not recommended for survey control.
 EN0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0286.See file dsdata.txt to determine how the superseded data were derived.
 EN0286
 EN0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC747790(NAD 83)
 EN0286_MARKER: DB = BENCH MARK DISK
 EN0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0286_SP_SET: FOUNDATION
 EN0286_STAMPING: 3282.329 G 141 1933
 EN0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0286
 EN0286  HISTORY     - Date     Condition        Report By
 EN0286  HISTORY     - 1933     MONUMENTED       CGS
 EN0286  HISTORY     - 1958     GOOD             NGS
 EN0286
 EN0286                          STATION DESCRIPTION
 EN0286
 EN0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0286'IN LOCKNEY.
 EN0286'AT THE FORT WORTH AND DENVER CITY RAILWAY STATION, IN THE NORTHWEST
 EN0286'FACE OF THE CONCRETE FOUNDATION OF THE TELEGRAPH VESTIBULE, 18 FEET
 EN0286'SOUTHEAST OF THE SOUTHEAST TRACK, 30 INCHES NORTHEAST OF THE SOUTHWEST
 EN0286'CORNER OF THE FOUNDATION, AND ABOUT 1/2 FOOT HIGHER THAN THE GRAVEL
 EN0286'PLATFORM.  A STANDARD DISK, STAMPED 3282.329 G 141 1933 AND SET
 EN0286'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0620 ***********************************************************************
 CC0620  DESIGNATION -  G 1410
 CC0620  PID         -  CC0620
 CC0620  STATE/COUNTY-  TX/WARD
 CC0620  USGS QUAD   -  GRANDFALLS (1981)
 CC0620
 CC0620                         *CURRENT SURVEY CONTROL
 CC0620  ___________________________________________________________________
 CC0620* NAD 83(1986)-  31 21 31.     (N)    102 51 45.     (W)     SCALED    
 CC0620* NAVD 88     -       746.393  (meters)    2448.79   (feet)  ADJUSTED  
 CC0620  ___________________________________________________________________
 CC0620  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CC0620  DYNAMIC HT  -         745.343 (meters)    2445.35  (feet)  COMP
 CC0620  MODELED GRAV-     979,210.0   (mgal)                       NAVD 88
 CC0620
 CC0620  VERT ORDER  -  FIRST     CLASS II
 CC0620
 CC0620.The horizontal coordinates were scaled from a topographic map and have
 CC0620.an estimated accuracy of +/- 6 seconds.
 CC0620
 CC0620.The orthometric height was determined by differential leveling
 CC0620.and adjusted by the National Geodetic Survey in June 1991..
 CC0620
 CC0620.The geoid height was determined by GEOID03.
 CC0620
 CC0620.The dynamic height is computed by dividing the NAVD 88
 CC0620.geopotential number by the normal gravity value computed on the
 CC0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0620.degrees latitude (g = 980.6199 gals.).
 CC0620
 CC0620.The modeled gravity was interpolated from observed gravity values.
 CC0620
 CC0620;                    North         East    Units  Estimated Accuracy
 CC0620;SPC TX C     - 3,190,300.      459,410.      MT  (+/- 180 meters Scaled)
 CC0620
 CC0620                          SUPERSEDED SURVEY CONTROL
 CC0620
 CC0620.No superseded survey control is available for this station.
 CC0620
 CC0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ033713(NAD 83)
 CC0620_MARKER: I = METAL ROD
 CC0620_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0620+WITH SETTING: INFORMATION.
 CC0620_SP_SET: SHALLOW SET METAL ROD
 CC0620_STAMPING: G 1410 1981
 CC0620_MARK LOGO: NGS   
 CC0620_PROJECTION: FLUSH
 CC0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0620_ROD/PIPE-DEPTH: 1.2  meters
 CC0620
 CC0620  HISTORY     - Date     Condition        Report By
 CC0620  HISTORY     - 1981     MONUMENTED       NGS
 CC0620
 CC0620                          STATION DESCRIPTION
 CC0620
 CC0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0620'2.4 KM (1.5 MI) NORTH FROM GRANDFALLS.
 CC0620'2.4 KM (1.5 MI) NORTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0620'WITH STATE HIGHWAY 329 IN GRANDFALLS, 0.2 KM (0.1 MI) SOUTH OF A
 CC0620'DRIVEWAY LEADING NORTHWEST, 44.2 METERS (145.0 FT) NORTH-NORTHWEST
 CC0620'OF THE EXTENDED CENTER OF A DIRT ROAD LEADING WEST AND 23.0 METERS
 CC0620'(75.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=
 CC0620'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0620'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 CC0620'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0594 ***********************************************************************
 BP0594  DESIGNATION -  G 1411
 BP0594  PID         -  BP0594
 BP0594  STATE/COUNTY-  TX/PECOS
 BP0594  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0594
 BP0594                         *CURRENT SURVEY CONTROL
 BP0594  ___________________________________________________________________
 BP0594* NAD 83(1986)-  30 52 07.     (N)    102 51 50.     (W)     SCALED    
 BP0594* NAVD 88     -       915.711  (meters)    3004.30   (feet)  ADJUSTED  
 BP0594  ___________________________________________________________________
 BP0594  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0594  DYNAMIC HT  -         914.312 (meters)    2999.71  (feet)  COMP
 BP0594  MODELED GRAV-     979,082.7   (mgal)                       NAVD 88
 BP0594
 BP0594  VERT ORDER  -  FIRST     CLASS II
 BP0594
 BP0594.The horizontal coordinates were scaled from a topographic map and have
 BP0594.an estimated accuracy of +/- 6 seconds.
 BP0594
 BP0594.The orthometric height was determined by differential leveling
 BP0594.and adjusted by the National Geodetic Survey in June 1991..
 BP0594
 BP0594.The geoid height was determined by GEOID03.
 BP0594
 BP0594.The dynamic height is computed by dividing the NAVD 88
 BP0594.geopotential number by the normal gravity value computed on the
 BP0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0594.degrees latitude (g = 980.6199 gals.).
 BP0594
 BP0594.The modeled gravity was interpolated from observed gravity values.
 BP0594
 BP0594;                    North         East    Units  Estimated Accuracy
 BP0594;SPC TX C     - 3,135,990.      458,040.      MT  (+/- 180 meters Scaled)
 BP0594
 BP0594                          SUPERSEDED SURVEY CONTROL
 BP0594
 BP0594.No superseded survey control is available for this station.
 BP0594
 BP0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ042169(NAD 83)
 BP0594_MARKER: I = METAL ROD
 BP0594_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0594+WITH SETTING: INFORMATION.
 BP0594_SP_SET: SHALLOW SET METAL ROD
 BP0594_STAMPING: G 1411 1981
 BP0594_MARK LOGO: NGS   
 BP0594_PROJECTION: FLUSH
 BP0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0594+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 BP0594_ROD/PIPE-DEPTH: 2.4  meters
 BP0594
 BP0594  HISTORY     - Date     Condition        Report By
 BP0594  HISTORY     - 1981     MONUMENTED       NGS
 BP0594  HISTORY     - 20030826 GOOD             USPSQD
 BP0594
 BP0594                          STATION DESCRIPTION
 BP0594
 BP0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0594'2.9 KM (1.8 MI) SE FROM FORT STOCKTON.
 BP0594'2.9 KM (1.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0594'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON,
 BP0594'17.5 METERS (57.4 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 BP0594'HIGHWAY, 10.7 METERS (35.1 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 BP0594'SCISSORTRAIL LANE AND 1.2 METERS (3.9 FT) SOUTH-SOUTHEAST OF A
 BP0594'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BP0594'LOGO CAP.
 BP0594'THE MARK IS 0.5 METERS  NNW FROM A WITNESS POST.
 BP0594'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0594
 BP0594                          STATION RECOVERY (2003)
 BP0594
 BP0594'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0594'WITNESS POST MISSING. 3.9 FT SHOULD BE CHANGED TO READ 5.9 FT AND 2 FT
 BP0594'SSE OF TEPHONE JUNCTION BOX NUMBER 1044.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0659 ***********************************************************************
 BP0659  DESIGNATION -  G 1412
 BP0659  PID         -  BP0659
 BP0659  STATE/COUNTY-  TX/TERRELL
 BP0659  USGS QUAD   -  SANDERSON SE (1969)
 BP0659
 BP0659                         *CURRENT SURVEY CONTROL
 BP0659  ___________________________________________________________________
 BP0659* NAD 83(1986)-  30 03 46.     (N)    102 16 13.     (W)     SCALED    
 BP0659* NAVD 88     -       699.736  (meters)    2295.72   (feet)  ADJUSTED  
 BP0659  ___________________________________________________________________
 BP0659  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 BP0659  DYNAMIC HT  -         698.674 (meters)    2292.23  (feet)  COMP
 BP0659  MODELED GRAV-     979,101.8   (mgal)                       NAVD 88
 BP0659
 BP0659  VERT ORDER  -  FIRST     CLASS II
 BP0659
 BP0659.The horizontal coordinates were scaled from a topographic map and have
 BP0659.an estimated accuracy of +/- 6 seconds.
 BP0659
 BP0659.The orthometric height was determined by differential leveling
 BP0659.and adjusted by the National Geodetic Survey in June 1991..
 BP0659
 BP0659.The geoid height was determined by GEOID03.
 BP0659
 BP0659.The dynamic height is computed by dividing the NAVD 88
 BP0659.geopotential number by the normal gravity value computed on the
 BP0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0659.degrees latitude (g = 980.6199 gals.).
 BP0659
 BP0659.The modeled gravity was interpolated from observed gravity values.
 BP0659
 BP0659;                    North         East    Units  Estimated Accuracy
 BP0659;SPC TXSC     - 4,251,500.      284,720.      MT  (+/- 180 meters Scaled)
 BP0659
 BP0659                          SUPERSEDED SURVEY CONTROL
 BP0659
 BP0659.No superseded survey control is available for this station.
 BP0659
 BP0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP631288(NAD 83)
 BP0659_MARKER: DB = BENCH MARK DISK
 BP0659_SETTING: 66 = SET IN ROCK OUTCROP
 BP0659_SP_SET: ROCK OUTCROP
 BP0659_STAMPING: G 1412 1981
 BP0659_MARK LOGO: NGS   
 BP0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0659+STABILITY: POSITION/ELEVATION WELL
 BP0659
 BP0659  HISTORY     - Date     Condition        Report By
 BP0659  HISTORY     - 1981     MONUMENTED       NGS
 BP0659
 BP0659                          STATION DESCRIPTION
 BP0659
 BP0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0659'15.4 KM (9.55 MI) NW FROM DRYDEN.
 BP0659'15.4 KM (9.55 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0659'IN DRYDEN, 0.4 KM (0.25 MI) WEST-NORTHWEST OF THE NORTHWEST END OF A
 BP0659'BRIDGE OVER SANDERSON CREEK, IN A EXPOSED AREA OF OUTCROPPING BEDROCK,
 BP0659'21.8 METERS (71.5 FT) EAST-SOUTHEAST OF A UTILITY POLE, 21.0 METERS
 BP0659'(68.9 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 2.1
 BP0659'METERS (6.9 FT) NORTH-NORTHEAST OF A FENCE.
 BP0659'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 BP0659'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK2259 ***********************************************************************
 BK2259  DESIGNATION -  G 1413
 BK2259  PID         -  BK2259
 BK2259  STATE/COUNTY-  TX/ORANGE
 BK2259  USGS QUAD   -  ECHO (1994)
 BK2259
 BK2259                         *CURRENT SURVEY CONTROL
 BK2259  ___________________________________________________________________
 BK2259* NAD 83(1986)-  30 07 31.     (N)    093 42 22.     (W)     SCALED    
 BK2259* NAVD 88     -         3.411  (meters)      11.19   (feet)  ADJUSTED  
 BK2259  ___________________________________________________________________
 BK2259  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK2259  DYNAMIC HT  -           3.407 (meters)      11.18  (feet)  COMP
 BK2259  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 BK2259
 BK2259  VERT ORDER  -  FIRST     CLASS II
 BK2259
 BK2259.The horizontal coordinates were scaled from a topographic map and have
 BK2259.an estimated accuracy of +/- 6 seconds.
 BK2259
 BK2259.The orthometric height was determined by differential leveling
 BK2259.and adjusted by the National Geodetic Survey in June 1991..
 BK2259
 BK2259.The geoid height was determined by GEOID03.
 BK2259
 BK2259.The dynamic height is computed by dividing the NAVD 88
 BK2259.geopotential number by the normal gravity value computed on the
 BK2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK2259.degrees latitude (g = 980.6199 gals.).
 BK2259
 BK2259.The modeled gravity was interpolated from observed gravity values.
 BK2259
 BK2259;                    North         East    Units  Estimated Accuracy
 BK2259;SPC TX C     - 3,069,860.    1,338,250.      MT  (+/- 180 meters Scaled)
 BK2259
 BK2259                          SUPERSEDED SURVEY CONTROL
 BK2259
 BK2259  NGVD 29 (??/??/??)    3.357  (m)           11.01   (f) ADJUSTED    1 2
 BK2259
 BK2259.Superseded values are not recommended for survey control.
 BK2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2259.See file dsdata.txt to determine how the superseded data were derived.
 BK2259
 BK2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP319328(NAD 83)
 BK2259_MARKER: I = METAL ROD
 BK2259_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2259_STAMPING: G 1413 1981
 BK2259_MARK LOGO: NGS   
 BK2259_PROJECTION: FLUSH
 BK2259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK2259+STABILITY: POSITION/ELEVATION WELL
 BK2259_ROD/PIPE-DEPTH: 20.7 meters
 BK2259
 BK2259  HISTORY     - Date     Condition        Report By
 BK2259  HISTORY     - 1981     MONUMENTED       NGS
 BK2259  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK2259  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK2259
 BK2259                          STATION DESCRIPTION
 BK2259
 BK2259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BK2259'7.45 KM (4.65 MI) NE FROM ORANGE.
 BK2259'2.95 KILOMETERS (1.85 MILES) NORTH ALONG 16TH STREET FROM THE JUNCTION
 BK2259'OF GREEN STREET IN ORANGE, THENCE 4.5 KILOMETERS (2.8 MILES) EAST
 BK2259'ALONG INTERSTATE HIGHWAY 10 (INCLUDING RAMP MILEAGE) TO THE MARK ON
 BK2259'THE RIGHT, 8.23 METERS (27.0 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 BK2259'EASTBOUND LANE OF THE HIGHWAY, 1.13 METERS (3.7 FEET) EAST OF THE
 BK2259'SOUTHWEST END OF A METAL GUARDRAIL.
 BK2259'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK2259
 BK2259                          STATION RECOVERY (2001)
 BK2259
 BK2259'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK2259'MARK NOT FOUND.
 BK2259
 BK2259                          STATION RECOVERY (2002)
 BK2259
 BK2259'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK2259'THIS SECTION OF I-10 HAS BEEN REPLACED AND REROUTED.  MARKER NO LONGER
 BK2259'EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0616 ***********************************************************************
 BP0616  DESIGNATION -  G 1414
 BP0616  PID         -  BP0616
 BP0616  STATE/COUNTY-  TX/PECOS
 BP0616  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0616
 BP0616                         *CURRENT SURVEY CONTROL
 BP0616  ___________________________________________________________________
 BP0616* NAD 83(1986)-  30 35 17.     (N)    102 35 35.     (W)     SCALED    
 BP0616* NAVD 88     -       998.362  (meters)    3275.46   (feet)  ADJUSTED  
 BP0616  ___________________________________________________________________
 BP0616  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BP0616  DYNAMIC HT  -         996.815 (meters)    3270.38  (feet)  COMP
 BP0616  MODELED GRAV-     979,057.9   (mgal)                       NAVD 88
 BP0616
 BP0616  VERT ORDER  -  FIRST     CLASS II
 BP0616
 BP0616.The horizontal coordinates were scaled from a topographic map and have
 BP0616.an estimated accuracy of +/- 6 seconds.
 BP0616
 BP0616.The orthometric height was determined by differential leveling
 BP0616.and adjusted by the National Geodetic Survey in June 1991..
 BP0616
 BP0616.The geoid height was determined by GEOID03.
 BP0616
 BP0616.The dynamic height is computed by dividing the NAVD 88
 BP0616.geopotential number by the normal gravity value computed on the
 BP0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0616.degrees latitude (g = 980.6199 gals.).
 BP0616
 BP0616.The modeled gravity was interpolated from observed gravity values.
 BP0616
 BP0616;                    North         East    Units  Estimated Accuracy
 BP0616;SPC TX C     - 3,104,340.      483,300.      MT  (+/- 180 meters Scaled)
 BP0616
 BP0616                          SUPERSEDED SURVEY CONTROL
 BP0616
 BP0616.No superseded survey control is available for this station.
 BP0616
 BP0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP307864(NAD 83)
 BP0616_MARKER: I = METAL ROD
 BP0616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0616_SP_SET: STAINLESS STEEL ROD
 BP0616_STAMPING: G 1414 1981
 BP0616_MARK LOGO: NGS   
 BP0616_PROJECTION: FLUSH
 BP0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0616_ROD/PIPE-DEPTH: 13.4 meters
 BP0616
 BP0616  HISTORY     - Date     Condition        Report By
 BP0616  HISTORY     - 1981     MONUMENTED       NGS
 BP0616
 BP0616                          STATION DESCRIPTION
 BP0616
 BP0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0616'43.9 KM (27.3 MI) SE FROM FORT STOCKTON.
 BP0616'43.9 KM (27.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0616'WITH U.S. HIGHWAYS 67, 290, AND 385 IN FORT STOCKTON, 0.7 KM (0.45 MI)
 BP0616'NORTHWEST OF A GRAVELED ROAD LEADING EAST TO THE LEA RANCH, 17.8
 BP0616'METERS (58.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 26.0
 BP0616'METERS (85.0 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 BP0616'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0616'THE MARK IS 0.4 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0616'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0436 ***********************************************************************
 AZ0436  DESIGNATION -  G 1415
 AZ0436  PID         -  AZ0436
 AZ0436  STATE/COUNTY-  TX/VAL VERDE
 AZ0436  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0436
 AZ0436                         *CURRENT SURVEY CONTROL
 AZ0436  ___________________________________________________________________
 AZ0436* NAD 83(1986)-  29 31 53.     (N)    101 04 33.     (W)     SCALED    
 AZ0436* NAVD 88     -       350.561  (meters)    1150.13   (feet)  ADJUSTED  
 AZ0436  ___________________________________________________________________
 AZ0436  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0436  DYNAMIC HT  -         350.049 (meters)    1148.45  (feet)  COMP
 AZ0436  MODELED GRAV-     979,174.0   (mgal)                       NAVD 88
 AZ0436
 AZ0436  VERT ORDER  -  FIRST     CLASS II
 AZ0436
 AZ0436.The horizontal coordinates were scaled from a topographic map and have
 AZ0436.an estimated accuracy of +/- 6 seconds.
 AZ0436
 AZ0436.The orthometric height was determined by differential leveling
 AZ0436.and adjusted by the National Geodetic Survey in June 1991..
 AZ0436
 AZ0436.The geoid height was determined by GEOID03.
 AZ0436
 AZ0436.The dynamic height is computed by dividing the NAVD 88
 AZ0436.geopotential number by the normal gravity value computed on the
 AZ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0436.degrees latitude (g = 980.6199 gals.).
 AZ0436
 AZ0436.The modeled gravity was interpolated from observed gravity values.
 AZ0436
 AZ0436;                    North         East    Units  Estimated Accuracy
 AZ0436;SPC TXSC     - 4,189,980.      398,810.      MT  (+/- 180 meters Scaled)
 AZ0436
 AZ0436                          SUPERSEDED SURVEY CONTROL
 AZ0436
 AZ0436.No superseded survey control is available for this station.
 AZ0436
 AZ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT988686(NAD 83)
 AZ0436_MARKER: DB = BENCH MARK DISK
 AZ0436_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0436_SP_SET: ROCK OUTCROP
 AZ0436_STAMPING: G 1415 1981
 AZ0436_MARK LOGO: NGS   
 AZ0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0436+STABILITY: POSITION/ELEVATION WELL
 AZ0436
 AZ0436  HISTORY     - Date     Condition        Report By
 AZ0436  HISTORY     - 1981     MONUMENTED       NGS
 AZ0436  HISTORY     - 20030425 MARK NOT FOUND   USPSQD
 AZ0436
 AZ0436                          STATION DESCRIPTION
 AZ0436
 AZ0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0436'21.3 KM (13.25 MI) SE FROM COMSTOCK.
 AZ0436'21.3 KM (13.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0436'WITH STATE HIGHWAY 163 IN COMSTOCK, OR 21.5 KM (13.35 MI) NORTHWEST
 AZ0436'ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH U.S. HIGHWAYS 277 AND 377
 AZ0436'IN DEL RIO, IN A 4 BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 24.0
 AZ0436'METERS (78.7 FT) WEST OF UTILITY POLE NUMBER 15, 20.5 METERS (67.3 FT)
 AZ0436'SOUTHWEST OF A FENCE AND 10.2 METERS (33.5 FT) NORTHEAST OF THE
 AZ0436'CENTERLINE OF THE HIGHWAY.
 AZ0436'THE MARK IS 0.4 METERS  SSE FROM A WITNESS POST.
 AZ0436'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 AZ0436
 AZ0436                          STATION RECOVERY (2003)
 AZ0436
 AZ0436'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0412 ***********************************************************************
 AZ0412  DESIGNATION -  G 1416
 AZ0412  PID         -  AZ0412
 AZ0412  STATE/COUNTY-  TX/VAL VERDE
 AZ0412  USGS QUAD   -  SEMINOLE CANYON (1972)
 AZ0412
 AZ0412                         *CURRENT SURVEY CONTROL
 AZ0412  ___________________________________________________________________
 AZ0412* NAD 83(1986)-  29 43 06.     (N)    101 21 39.     (W)     SCALED    
 AZ0412* NAVD 88     -       422.112  (meters)    1384.88   (feet)  ADJUSTED  
 AZ0412  ___________________________________________________________________
 AZ0412  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0412  DYNAMIC HT  -         421.498 (meters)    1382.86  (feet)  COMP
 AZ0412  MODELED GRAV-     979,175.1   (mgal)                       NAVD 88
 AZ0412
 AZ0412  VERT ORDER  -  FIRST     CLASS II
 AZ0412
 AZ0412.The horizontal coordinates were scaled from a topographic map and have
 AZ0412.an estimated accuracy of +/- 6 seconds.
 AZ0412
 AZ0412.The orthometric height was determined by differential leveling
 AZ0412.and adjusted by the National Geodetic Survey in June 1991..
 AZ0412
 AZ0412.The geoid height was determined by GEOID03.
 AZ0412
 AZ0412.The dynamic height is computed by dividing the NAVD 88
 AZ0412.geopotential number by the normal gravity value computed on the
 AZ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0412.degrees latitude (g = 980.6199 gals.).
 AZ0412
 AZ0412.The modeled gravity was interpolated from observed gravity values.
 AZ0412
 AZ0412;                    North         East    Units  Estimated Accuracy
 AZ0412;SPC TXSC     - 4,211,210.      371,610.      MT  (+/- 180 meters Scaled)
 AZ0412
 AZ0412                          SUPERSEDED SURVEY CONTROL
 AZ0412
 AZ0412.No superseded survey control is available for this station.
 AZ0412
 AZ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT716899(NAD 83)
 AZ0412_MARKER: DB = BENCH MARK DISK
 AZ0412_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0412_SP_SET: ROCK OUTCROP
 AZ0412_STAMPING: G 1416 1981
 AZ0412_MARK LOGO: NGS   
 AZ0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0412+STABILITY: POSITION/ELEVATION WELL
 AZ0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0412+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0412
 AZ0412  HISTORY     - Date     Condition        Report By
 AZ0412  HISTORY     - 1981     MONUMENTED       NGS
 AZ0412  HISTORY     - 19990119 GOOD             USPSQD
 AZ0412  HISTORY     - 20020123 GOOD             USPSQD
 AZ0412  HISTORY     - 20030425 GOOD             USPSQD
 AZ0412
 AZ0412                          STATION DESCRIPTION
 AZ0412
 AZ0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0412'19.5 KM (12.1 MI) NW FROM COMSTOCK.
 AZ0412'19.5 KM (12.1 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0412'WITH STATE HIGHWAY 163 IN COMSTOCK, 1.1 KM (0.7 MI) NORTHWEST OF THE
 AZ0412'HIGHWAY BRIDGE OVER THE PECOS RIVER, IN THE CENTER OF A 3 BY 3 FT
 AZ0412'EXPOSED AREA OF OUTCROPPING BEDROCK, 39.6 METERS (129.9 FT) NORTHWEST
 AZ0412'OF THE CENTER OF A METAL GATE AND FIELD ROAD LEADING NORTHEAST, 24.7
 AZ0412'METERS (81.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 5.8
 AZ0412'METERS (19.0 FT) SOUTHWEST OF A FENCE.
 AZ0412'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 AZ0412'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AZ0412
 AZ0412                          STATION RECOVERY (1999)
 AZ0412
 AZ0412'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0412'RECOVERED IN GOOD CONDITION.
 AZ0412
 AZ0412                          STATION RECOVERY (2002)
 AZ0412
 AZ0412'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AZ0412'WITNESS POST IS NO LONGER IN PLACE.
 AZ0412
 AZ0412                          STATION RECOVERY (2003)
 AZ0412
 AZ0412'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0642 ***********************************************************************
 BP0642  DESIGNATION -  G 1417
 BP0642  PID         -  BP0642
 BP0642  STATE/COUNTY-  TX/TERRELL
 BP0642  USGS QUAD   -  SANDERSON (1969)
 BP0642
 BP0642                         *CURRENT SURVEY CONTROL
 BP0642  ___________________________________________________________________
 BP0642* NAD 83(1986)-  30 13 36.     (N)    102 25 46.     (W)     SCALED    
 BP0642* NAVD 88     -       955.139  (meters)    3133.65   (feet)  ADJUSTED  
 BP0642  ___________________________________________________________________
 BP0642  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BP0642  DYNAMIC HT  -         953.657 (meters)    3128.79  (feet)  COMP
 BP0642  MODELED GRAV-     979,057.5   (mgal)                       NAVD 88
 BP0642
 BP0642  VERT ORDER  -  FIRST     CLASS II
 BP0642
 BP0642.The horizontal coordinates were scaled from a topographic map and have
 BP0642.an estimated accuracy of +/- 6 seconds.
 BP0642
 BP0642.The orthometric height was determined by differential leveling
 BP0642.and adjusted by the National Geodetic Survey in June 1991..
 BP0642
 BP0642.The geoid height was determined by GEOID03.
 BP0642
 BP0642.The dynamic height is computed by dividing the NAVD 88
 BP0642.geopotential number by the normal gravity value computed on the
 BP0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0642.degrees latitude (g = 980.6199 gals.).
 BP0642
 BP0642.The modeled gravity was interpolated from observed gravity values.
 BP0642
 BP0642;                    North         East    Units  Estimated Accuracy
 BP0642;SPC TXSC     - 4,270,100.      269,910.      MT  (+/- 180 meters Scaled)
 BP0642
 BP0642                          SUPERSEDED SURVEY CONTROL
 BP0642
 BP0642.No superseded survey control is available for this station.
 BP0642
 BP0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP474466(NAD 83)
 BP0642_MARKER: I = METAL ROD
 BP0642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0642_SP_SET: STAINLESS STEEL ROD
 BP0642_STAMPING: G 1417 1981
 BP0642_MARK LOGO: NGS   
 BP0642_PROJECTION: FLUSH
 BP0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0642_ROD/PIPE-DEPTH: 3.4  meters
 BP0642
 BP0642  HISTORY     - Date     Condition        Report By
 BP0642  HISTORY     - 1981     MONUMENTED       NGS
 BP0642
 BP0642                          STATION DESCRIPTION
 BP0642
 BP0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0642'9.9 KM (6.15 MI) NNW FROM SANDERSON.
 BP0642'9.9 KM (6.15 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0642'WITH U.S. HIGHWAY 90 IN SANDERSON, 27.1 METERS (88.9 FT) NORTHEAST
 BP0642'OF THE CENTERLINE OF THE HIGHWAY AND 3.0 METERS (9.8 FT) SOUTHEAST
 BP0642'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BP0642'LOGO CAP.
 BP0642'THE MARK IS 0.3 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0642'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0380 ***********************************************************************
 AZ0380  DESIGNATION -  G 1418
 AZ0380  PID         -  AZ0380
 AZ0380  STATE/COUNTY-  TX/TERRELL
 AZ0380  USGS QUAD   -  COOK CREEK NORTH (1979)
 AZ0380
 AZ0380                         *CURRENT SURVEY CONTROL
 AZ0380  ___________________________________________________________________
 AZ0380* NAD 83(1986)-  29 54 28.     (N)    101 52 35.     (W)     SCALED    
 AZ0380* NAVD 88     -       545.364  (meters)    1789.25   (feet)  ADJUSTED  
 AZ0380  ___________________________________________________________________
 AZ0380  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AZ0380  DYNAMIC HT  -         544.553 (meters)    1786.59  (feet)  COMP
 AZ0380  MODELED GRAV-     979,138.3   (mgal)                       NAVD 88
 AZ0380
 AZ0380  VERT ORDER  -  FIRST     CLASS II
 AZ0380
 AZ0380.The horizontal coordinates were scaled from a topographic map and have
 AZ0380.an estimated accuracy of +/- 6 seconds.
 AZ0380
 AZ0380.The orthometric height was determined by differential leveling
 AZ0380.and adjusted by the National Geodetic Survey in June 1991..
 AZ0380
 AZ0380.The geoid height was determined by GEOID03.
 AZ0380
 AZ0380.The dynamic height is computed by dividing the NAVD 88
 AZ0380.geopotential number by the normal gravity value computed on the
 AZ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0380.degrees latitude (g = 980.6199 gals.).
 AZ0380
 AZ0380.The modeled gravity was interpolated from observed gravity values.
 AZ0380
 AZ0380;                    North         East    Units  Estimated Accuracy
 AZ0380;SPC TXSC     - 4,233,320.      322,260.      MT  (+/- 180 meters Scaled)
 AZ0380
 AZ0380                          SUPERSEDED SURVEY CONTROL
 AZ0380
 AZ0380.No superseded survey control is available for this station.
 AZ0380
 AZ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU222120(NAD 83)
 AZ0380_MARKER: DB = BENCH MARK DISK
 AZ0380_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0380_SP_SET: ROCK OUTCROP
 AZ0380_STAMPING: G 1418 1981
 AZ0380_MARK LOGO: NGS   
 AZ0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0380
 AZ0380  HISTORY     - Date     Condition        Report By
 AZ0380  HISTORY     - 1981     MONUMENTED       NGS
 AZ0380
 AZ0380                          STATION DESCRIPTION
 AZ0380
 AZ0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0380'29.0 KM (18.0 MI) SE FROM DRYDEN.
 AZ0380'29.0 KM (18.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 AZ0380'IN DRYDEN, AT A SMALL HIGHWAY CUT, IN A 16 BY 20 FT EXPOSED AREA OF
 AZ0380'OUTCROPPING BEDROCK, 23.5 METERS (77.1 FT) NORTH-NORTHEAST OF THE
 AZ0380'CENTERLINE OF THE HIGHWAY AND 3.5 METERS (11.5 FT) SOUTH-SOUTHWEST OF
 AZ0380'A FENCE.
 AZ0380'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 AZ0380'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0766 ***********************************************************************
 BP0766  DESIGNATION -  G 1419
 BP0766  PID         -  BP0766
 BP0766  STATE/COUNTY-  TX/TERRELL
 BP0766  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0766
 BP0766                         *CURRENT SURVEY CONTROL
 BP0766  ___________________________________________________________________
 BP0766* NAD 83(1986)-  30 09 11.     (N)    102 32 02.     (W)     SCALED    
 BP0766* NAVD 88     -       947.527  (meters)    3108.68   (feet)  ADJUSTED  
 BP0766  ___________________________________________________________________
 BP0766  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BP0766  DYNAMIC HT  -         946.046 (meters)    3103.82  (feet)  COMP
 BP0766  MODELED GRAV-     979,047.4   (mgal)                       NAVD 88
 BP0766
 BP0766  VERT ORDER  -  FIRST     CLASS II
 BP0766
 BP0766.The horizontal coordinates were scaled from a topographic map and have
 BP0766.an estimated accuracy of +/- 6 seconds.
 BP0766
 BP0766.The orthometric height was determined by differential leveling
 BP0766.and adjusted by the National Geodetic Survey in June 1991..
 BP0766
 BP0766.The geoid height was determined by GEOID03.
 BP0766
 BP0766.The dynamic height is computed by dividing the NAVD 88
 BP0766.geopotential number by the normal gravity value computed on the
 BP0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0766.degrees latitude (g = 980.6199 gals.).
 BP0766
 BP0766.The modeled gravity was interpolated from observed gravity values.
 BP0766
 BP0766;                    North         East    Units  Estimated Accuracy
 BP0766;SPC TXSC     - 4,262,240.      259,620.      MT  (+/- 180 meters Scaled)
 BP0766
 BP0766                          SUPERSEDED SURVEY CONTROL
 BP0766
 BP0766.No superseded survey control is available for this station.
 BP0766
 BP0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP375383(NAD 83)
 BP0766_MARKER: I = METAL ROD
 BP0766_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0766+WITH SETTING: INFORMATION.
 BP0766_SP_SET: SHALLOW SET METAL ROD
 BP0766_STAMPING: G 1419 1981
 BP0766_MARK LOGO: NGS   
 BP0766_PROJECTION: FLUSH
 BP0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0766_ROD/PIPE-DEPTH: 1.2  meters
 BP0766
 BP0766  HISTORY     - Date     Condition        Report By
 BP0766  HISTORY     - 1981     MONUMENTED       NGS
 BP0766
 BP0766                          STATION DESCRIPTION
 BP0766
 BP0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0766'15.0 KM (9.3 MI) WEST FROM SANDERSON.
 BP0766'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0766'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 14.8 KM (9.2 MI)
 BP0766'WESTERLY ALONG U.S. HIGHWAY 90, AT A FIELD ROAD ENTRANCE, 0.1 KM (0.05
 BP0766'MI) NORTHEAST OF RAILROAD MILEMARKER 525, 48.2 METERS (158.1 FT) NORTH
 BP0766'OF THE NORTH CORNER OF A MULTI-BOX CULVERT, 31.7 METERS (104.0 FT)
 BP0766'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.3 METERS (17.4 FT)
 BP0766'SOUTHWEST OF THE CENTER OF THE FIELD ENTRANCE AND 0.5 METERS (1.6 FT)
 BP0766'SOUTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BP0766'5-INCH LOGO CAP.
 BP0766'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 BP0766'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0373 ***********************************************************************
 DP0373  DESIGNATION -  G 142
 DP0373  PID         -  DP0373
 DP0373  STATE/COUNTY-  TX/LUBBOCK
 DP0373  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0373
 DP0373                         *CURRENT SURVEY CONTROL
 DP0373  ___________________________________________________________________
 DP0373* NAD 83(1986)-  33 33 08.     (N)    101 56 29.     (W)     SCALED    
 DP0373* NAVD 88     -       997.835  (meters)    3273.73   (feet)  ADJUSTED  
 DP0373  ___________________________________________________________________
 DP0373  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 DP0373  DYNAMIC HT  -         996.539 (meters)    3269.48  (feet)  COMP
 DP0373  MODELED GRAV-     979,303.8   (mgal)                       NAVD 88
 DP0373
 DP0373  VERT ORDER  -  FIRST     CLASS II
 DP0373
 DP0373.The horizontal coordinates were scaled from a topographic map and have
 DP0373.an estimated accuracy of +/- 6 seconds.
 DP0373
 DP0373.The orthometric height was determined by differential leveling
 DP0373.and adjusted by the National Geodetic Survey in June 1991..
 DP0373
 DP0373.The geoid height was determined by GEOID03.
 DP0373
 DP0373.The dynamic height is computed by dividing the NAVD 88
 DP0373.geopotential number by the normal gravity value computed on the
 DP0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0373.degrees latitude (g = 980.6199 gals.).
 DP0373
 DP0373.The modeled gravity was interpolated from observed gravity values.
 DP0373
 DP0373;                    North         East    Units  Estimated Accuracy
 DP0373;SPC TXNC     - 2,214,330.      280,500.      MT  (+/- 180 meters Scaled)
 DP0373
 DP0373                          SUPERSEDED SURVEY CONTROL
 DP0373
 DP0373  NGVD 29 (??/??/92)  997.462  (m)         3272.51   (f) ADJ UNCH    1 2
 DP0373
 DP0373.Superseded values are not recommended for survey control.
 DP0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0373.See file dsdata.txt to determine how the superseded data were derived.
 DP0373
 DP0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC269163(NAD 83)
 DP0373_MARKER: DB = BENCH MARK DISK
 DP0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0373_STAMPING: 3272.507 G 142 1933
 DP0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0373+STABILITY: SURFACE MOTION
 DP0373
 DP0373  HISTORY     - Date     Condition        Report By
 DP0373  HISTORY     - 1933     MONUMENTED       CGS
 DP0373  HISTORY     - 1963     MARK NOT FOUND   NGS
 DP0373
 DP0373                          STATION DESCRIPTION
 DP0373
 DP0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DP0373'7.4 MI SW FROM LUBBOCK.
 DP0373'7.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0373'STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 43-1/2 RAILS SOUTHWEST OF
 DP0373'THE STATION SIGNBOARD AT DOUD, ABOUT 28 RAILS SOUTHWEST OF MILEPOST 6,
 DP0373'ABOUT 10-1/2 RAILS NORTHEAST OF A PRIVATE-ROAD CROSSING, ABOUT 5-1/2
 DP0373'RAILS SOUTHWEST OF THE BLEDSOE JUNCTION SWITCH STAND, ABOUT 45 FEET
 DP0373'SOUTHEAST OF THE SOUTHEAST TRACK, AND 18 FEET SOUTHWEST OF AN ANGLE OF
 DP0373'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 3272.507 G 142 1933
 DP0373'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 DP0373'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1302 ***********************************************************************
 AE1302  DESIGNATION -  G 1420
 AE1302  PID         -  AE1302
 AE1302  STATE/COUNTY-  TX/STARR
 AE1302  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1302
 AE1302                         *CURRENT SURVEY CONTROL
 AE1302  ___________________________________________________________________
 AE1302* NAD 83(1986)-  26 29 08.     (N)    099 03 25.     (W)     SCALED    
 AE1302* NAVD 88     -        80.990  (meters)     265.71   (feet)  ADJUSTED  
 AE1302  ___________________________________________________________________
 AE1302  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AE1302  DYNAMIC HT  -          80.857 (meters)     265.28  (feet)  COMP
 AE1302  MODELED GRAV-     979,008.1   (mgal)                       NAVD 88
 AE1302
 AE1302  VERT ORDER  -  FIRST     CLASS II
 AE1302
 AE1302.The horizontal coordinates were scaled from a topographic map and have
 AE1302.an estimated accuracy of +/- 6 seconds.
 AE1302
 AE1302.The orthometric height was determined by differential leveling
 AE1302.and adjusted by the National Geodetic Survey in June 1991..
 AE1302
 AE1302.The geoid height was determined by GEOID03.
 AE1302
 AE1302.The dynamic height is computed by dividing the NAVD 88
 AE1302.geopotential number by the normal gravity value computed on the
 AE1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1302.degrees latitude (g = 980.6199 gals.).
 AE1302
 AE1302.The modeled gravity was interpolated from observed gravity values.
 AE1302
 AE1302;                    North         East    Units  Estimated Accuracy
 AE1302;SPC TX S     - 5,090,850.      244,480.      MT  (+/- 180 meters Scaled)
 AE1302
 AE1302                          SUPERSEDED SURVEY CONTROL
 AE1302
 AE1302.No superseded survey control is available for this station.
 AE1302
 AE1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ943294(NAD 83)
 AE1302_MARKER: DB = BENCH MARK DISK
 AE1302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1302_SP_SET: HEADWALL
 AE1302_STAMPING: G 1420 1981
 AE1302_MARK LOGO: NGS   
 AE1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1302+STABILITY: SURFACE MOTION
 AE1302
 AE1302  HISTORY     - Date     Condition        Report By
 AE1302  HISTORY     - 1981     MONUMENTED       NGS
 AE1302
 AE1302                          STATION DESCRIPTION
 AE1302
 AE1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1302'9.4 KM (5.8 MI) NW FROM ROMA.
 AE1302'9.4 KM (5.8 MI) NORTH NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST
 AE1302'OFFICE IN ROMA, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 AE1302'CONCRETE HEADWALL OF AN EIGHT CHANNEL BOX CULVERT OVER ARROYO LOS
 AE1302'MUDOS, 0.30 METERS (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF
 AE1302'HEADWALL, 8.1 METERS (26.5 FT) NORTHEAST OF CENTERLINE, 1.6 METERS
 AE1302'(5.4 FT) NORTHEAST OF A METAL GUARD RAIL.
 AE1302'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1227 ***********************************************************************
 AE1227  DESIGNATION -  G 1421
 AE1227  PID         -  AE1227
 AE1227  STATE/COUNTY-  TX/HIDALGO
 AE1227  USGS QUAD   -  PHARR (1983)
 AE1227
 AE1227                         *CURRENT SURVEY CONTROL
 AE1227  ___________________________________________________________________
 AE1227* NAD 83(1986)-  26 11 39.     (N)    098 11 10.     (W)     SCALED    
 AE1227* NAVD 88     -        33.977  (meters)     111.47   (feet)  ADJUSTED  
 AE1227  ___________________________________________________________________
 AE1227  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AE1227  DYNAMIC HT  -          33.921 (meters)     111.29  (feet)  COMP
 AE1227  MODELED GRAV-     978,995.5   (mgal)                       NAVD 88
 AE1227
 AE1227  VERT ORDER  -  FIRST     CLASS II
 AE1227
 AE1227.The horizontal coordinates were scaled from a topographic map and have
 AE1227.an estimated accuracy of +/- 6 seconds.
 AE1227
 AE1227.The orthometric height was determined by differential leveling
 AE1227.and adjusted by the National Geodetic Survey in June 1991..
 AE1227
 AE1227.The geoid height was determined by GEOID03.
 AE1227
 AE1227.The dynamic height is computed by dividing the NAVD 88
 AE1227.geopotential number by the normal gravity value computed on the
 AE1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1227.degrees latitude (g = 980.6199 gals.).
 AE1227
 AE1227.The modeled gravity was interpolated from observed gravity values.
 AE1227
 AE1227;                    North         East    Units  Estimated Accuracy
 AE1227;SPC TX S     - 5,058,480.      331,370.      MT  (+/- 180 meters Scaled)
 AE1227
 AE1227                          SUPERSEDED SURVEY CONTROL
 AE1227
 AE1227.No superseded survey control is available for this station.
 AE1227
 AE1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP813974(NAD 83)
 AE1227_MARKER: I = METAL ROD
 AE1227_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1227_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AE1227_STAMPING: G 1421 1981
 AE1227_MARK LOGO: NGS   
 AE1227_PROJECTION: RECESSED 2 CENTIMETERS
 AE1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1227+STABILITY: POSITION/ELEVATION WELL
 AE1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1227+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 AE1227_ROD/PIPE-DEPTH: 12.0 meters
 AE1227_SLEEVE-DEPTH  : 8.9 meters
 AE1227
 AE1227  HISTORY     - Date     Condition        Report By
 AE1227  HISTORY     - 1981     MONUMENTED       NGS
 AE1227  HISTORY     - 20011113 GOOD             TXDOT
 AE1227  HISTORY     - 20040310 GOOD             GEOCAC
 AE1227
 AE1227                          STATION DESCRIPTION
 AE1227
 AE1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1227'IN PHARR.
 AE1227'IN PHARR, SET AT THE PHARR CITY HALL LOCATED ALONG PARK AVENUE MIDWAY
 AE1227'BETWEEN BLUE BONNET STREET AND ASTER STREET, 12.9 METERS (42.4 FT)
 AE1227'SOUTH OF THE EASTBOUND TRAFFIC LANE OF PARK AVENUE, 5.8 METERS
 AE1227'(19.0 FT) EAST OF CENTER OF THE MAIN WALK WAY TO CITY HALL,
 AE1227'5.36 METERS (17.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE CITY
 AE1227'HALL BUILDING, 6.03 METERS (19.8 FT) SOUTH OF THE SOUTH CURB OF PARK
 AE1227'AVENUE, 8.1 METERS (26.6 FT) WEST OF THE WEST FACE OF HIDALGO COUNTY
 AE1227'HEALTH CARE CORPORATION, 1.7 METERS (5.6 FT) EAST NORTHEAST OF THE
 AE1227'NORTHEAST CORNER OF A SIDEWALK, AND 2.0 METERS (6.7 FT) WEST OF A
 AE1227'FLAGPOLE.
 AE1227
 AE1227                          STATION RECOVERY (2001)
 AE1227
 AE1227'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 AE1227'RE 1981 DESCRIPTION- BUILDING DESCRIBED AS PHARR CITY HALL HAS NO
 AE1227'SIGNS INDICATING SUCH, AND APPEARS TO BE A CITY HALL ANNEX USED FOR
 AE1227'RECORDS STORAGE. CURRENT LOCATION OF PHARR CITY HALL IS THREE OR
 AE1227'FOUR DOORS EAST OF 1981 LOCATION. BUILDING OCCUPIED BY HIDALGO HEALTH
 AE1227' 
 AE1227'CARE CORPORATION NOW HOUSES LAW OFFICE OF ARNOLDO CANTU JR. FLAGPOLE
 AE1227'IS STILL IN PLACE.
 AE1227
 AE1227                          STATION RECOVERY (2004)
 AE1227
 AE1227'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AE1227'RECOVERED IN GOOD CONDITION. BUILDING VACATED. MARK UNDER GRASS.
 AE1227'HANDHELD GPS COORDINATES- N26 11 40.4    W098 11 10.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1305 ***********************************************************************
 AB1305  DESIGNATION -  G 1422
 AB1305  PID         -  AB1305
 AB1305  STATE/COUNTY-  TX/CAMERON
 AB1305  USGS QUAD   -  LA FERIA (1970)
 AB1305
 AB1305                         *CURRENT SURVEY CONTROL
 AB1305  ___________________________________________________________________
 AB1305* NAD 83(1986)-  26 10 02.     (N)    097 47 44.     (W)     SCALED    
 AB1305* NAVD 88     -        15.999  (meters)      52.49   (feet)  ADJUSTED  
 AB1305  ___________________________________________________________________
 AB1305  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AB1305  DYNAMIC HT  -          15.973 (meters)      52.40  (feet)  COMP
 AB1305  MODELED GRAV-     979,025.7   (mgal)                       NAVD 88
 AB1305
 AB1305  VERT ORDER  -  FIRST     CLASS II
 AB1305
 AB1305.The horizontal coordinates were scaled from a topographic map and have
 AB1305.an estimated accuracy of +/- 6 seconds.
 AB1305
 AB1305.The orthometric height was determined by differential leveling
 AB1305.and adjusted by the National Geodetic Survey in June 1991..
 AB1305
 AB1305.The geoid height was determined by GEOID03.
 AB1305
 AB1305.The dynamic height is computed by dividing the NAVD 88
 AB1305.geopotential number by the normal gravity value computed on the
 AB1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1305.degrees latitude (g = 980.6199 gals.).
 AB1305
 AB1305.The modeled gravity was interpolated from observed gravity values.
 AB1305
 AB1305;                    North         East    Units  Estimated Accuracy
 AB1305;SPC TX S     - 5,055,660.      370,430.      MT  (+/- 180 meters Scaled)
 AB1305
 AB1305                          SUPERSEDED SURVEY CONTROL
 AB1305
 AB1305.No superseded survey control is available for this station.
 AB1305
 AB1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP203947(NAD 83)
 AB1305_MARKER: I = METAL ROD
 AB1305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1305_SP_SET: STAINLESS STEEL ROD
 AB1305_STAMPING: G 1422 1981
 AB1305_MARK LOGO: NGS   
 AB1305_PROJECTION: RECESSED 3 CENTIMETERS
 AB1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1305+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2004
 AB1305_ROD/PIPE-DEPTH: 9.8  meters
 AB1305
 AB1305  HISTORY     - Date     Condition        Report By
 AB1305  HISTORY     - 1981     MONUMENTED       NGS
 AB1305  HISTORY     - 19910416 GOOD             USPSQD
 AB1305  HISTORY     - 19930123 GOOD             USPSQD
 AB1305  HISTORY     - 19950213 GOOD             USPSQD
 AB1305  HISTORY     - 20030410 GOOD             INDIV
 AB1305  HISTORY     - 20040127 GOOD             GEOCAC
 AB1305
 AB1305                          STATION DESCRIPTION
 AB1305
 AB1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1305'3.0 KM (1.85 MI) EAST FROM LA FERIA.
 AB1305'3.0 KM (1.85 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AB1305'OF FARM ROAD 506 IN LA FERIA, AT THE NORTHWEST CORNER OF THE REST LAWN
 AB1305'CEMETERY, 14.9 METERS (49.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE
 AB1305'HIGHWAY, 9.4 METERS (31.0 FT) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL
 AB1305'ROAD LEADING SOUTH, 21.8 METERS (71.5 FT) SOUTHWEST OF THE WEST END OF
 AB1305'THE SOUTH CULVERT OF THE WILSON CANAL, 0.7 METER (2.3 FT) WEST OF THE
 AB1305'NORTHWEST CORNER OF A CONCRETE PILLAR CORNER FENCE POST, 0.61 METERS
 AB1305'(2.0 FT) NORTH NORTHWEST OF THE NORTH EDGE OF A CONCRETE BASE
 AB1305'SUPPORTING A STEEL GRATE FENCE, 2.1 METERS (7.0 FT) WEST-SOUTHWEST OF
 AB1305'POWERLINE POLE NUMBER A 1809 WITH A TRANSFORMER AND A GUY WIRE,
 AB1305'2.0 METERS (6.5 FT) EAST-NORTHEAST OF A GUY WIRE ANCHOR.
 AB1305'THE MARK IS 0.54 METERS  NE FROM A WITNESS POST.
 AB1305'THE MARK IS 0.3 M BELOW HIGHWAY.
 AB1305
 AB1305                          STATION RECOVERY (1991)
 AB1305
 AB1305'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1305'RECOVERED IN GOOD CONDITION.
 AB1305
 AB1305                          STATION RECOVERY (1993)
 AB1305
 AB1305'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1305'RECOVERED IN GOOD CONDITION.
 AB1305
 AB1305                          STATION RECOVERY (1995)
 AB1305
 AB1305'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB1305'RECOVERED IN GOOD CONDITION.
 AB1305
 AB1305                          STATION RECOVERY (2003)
 AB1305
 AB1305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (EV)
 AB1305'MGM ENGINEERING, HARLINGEN TEXAS
 AB1305
 AB1305                          STATION RECOVERY (2004)
 AB1305
 AB1305'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1305'REVISED DESCRIPTION- 3.0 KM (1.85 MILES) EAST ALONG U.S.HIGHWAY 83
 AB1305'BUSINESS FROM THE JUYNCTION OF FARM ROAD 506 IN LA FERIA. AT THE
 AB1305'NORTHEAST CORNER OF REST LAWN CEMETERY, 14.9 METERS (49.0 FT) SSE OF
 AB1305'THE CENTER OF THE HIGHWAY, 20 METERS (65 FT) WSW OF THE WILSON CANAL.
 AB1305' 
 AB1305'0.7 METER (2.3 FT) WEST OF THE NW CORNER OF A CONCRETE PILLAR CORNER
 AB1305'FENCE POST, 0.6 METER (2.0 FT) NNW OF THE NORTH EDGE OF A CONCRETE
 AB1305'BASE OF A WALL.  THE MARK IS 0.54 METER NE FROM A WITNESS POST, 0.3
 AB1305'METER BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0682 ***********************************************************************
 BP0682  DESIGNATION -  G 1426
 BP0682  PID         -  BP0682
 BP0682  STATE/COUNTY-  TX/PECOS
 BP0682  USGS QUAD   -  EAST MESA (1970)
 BP0682
 BP0682                         *CURRENT SURVEY CONTROL
 BP0682  ___________________________________________________________________
 BP0682* NAD 83(1986)-  30 53 21.     (N)    102 38 05.     (W)     SCALED    
 BP0682* NAVD 88     -       875.010  (meters)    2870.76   (feet)  ADJUSTED  
 BP0682  ___________________________________________________________________
 BP0682  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 BP0682  DYNAMIC HT  -         873.688 (meters)    2866.42  (feet)  COMP
 BP0682  MODELED GRAV-     979,100.9   (mgal)                       NAVD 88
 BP0682
 BP0682  VERT ORDER  -  FIRST     CLASS II
 BP0682
 BP0682.The horizontal coordinates were scaled from a topographic map and have
 BP0682.an estimated accuracy of +/- 6 seconds.
 BP0682
 BP0682.The orthometric height was determined by differential leveling
 BP0682.and adjusted by the National Geodetic Survey in June 1991..
 BP0682
 BP0682.The geoid height was determined by GEOID03.
 BP0682
 BP0682.The dynamic height is computed by dividing the NAVD 88
 BP0682.geopotential number by the normal gravity value computed on the
 BP0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0682.degrees latitude (g = 980.6199 gals.).
 BP0682
 BP0682.The modeled gravity was interpolated from observed gravity values.
 BP0682
 BP0682;                    North         East    Units  Estimated Accuracy
 BP0682;SPC TX C     - 3,137,800.      480,000.      MT  (+/- 180 meters Scaled)
 BP0682
 BP0682                          SUPERSEDED SURVEY CONTROL
 BP0682
 BP0682.No superseded survey control is available for this station.
 BP0682
 BP0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ260197(NAD 83)
 BP0682_MARKER: I = METAL ROD
 BP0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0682_SP_SET: STAINLESS STEEL ROD
 BP0682_STAMPING: G 1426 1981
 BP0682_MARK LOGO: NGS   
 BP0682_PROJECTION: FLUSH
 BP0682_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BP0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0682+STABILITY: POSITION/ELEVATION WELL
 BP0682_ROD/PIPE-DEPTH: 4.3  meters
 BP0682
 BP0682  HISTORY     - Date     Condition        Report By
 BP0682  HISTORY     - 1981     MONUMENTED       NGS
 BP0682  HISTORY     - 19990505 GOOD             TXDOT
 BP0682
 BP0682                          STATION DESCRIPTION
 BP0682
 BP0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0682'22.5 KM (14.0 MI) NE FROM FORT STOCKTON.
 BP0682'20.8 KM (12.9 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0682'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, THENCE 1.7 KM (1.1
 BP0682'MI) NORTHEAST ALONG U.S. HIGHWAYS 67 AND 385, 21.9 METERS (71.9 FT)
 BP0682'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 9.3 METERS (30.5 FT)
 BP0682'NORTHEAST OF A FIELD ENTRANCE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 BP0682'THROUGH A 5-INCH LOGO CAP.
 BP0682'THE MARK IS 0.3 METERS  SE FROM  A FENCE AND WITNESS POST
 BP0682'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BP0682
 BP0682                          STATION RECOVERY (1999)
 BP0682
 BP0682'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 BP0682'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0659 ***********************************************************************
 CC0659  DESIGNATION -  G 1427
 CC0659  PID         -  CC0659
 CC0659  STATE/COUNTY-  TX/UPTON
 CC0659  USGS QUAD   -  GIRVIN SE (1972)
 CC0659
 CC0659                         *CURRENT SURVEY CONTROL
 CC0659  ___________________________________________________________________
 CC0659* NAD 83(1986)-  31 07 19.     (N)    102 16 10.     (W)     SCALED    
 CC0659* NAVD 88     -       740.316  (meters)    2428.85   (feet)  ADJUSTED  
 CC0659  ___________________________________________________________________
 CC0659  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CC0659  DYNAMIC HT  -         739.256 (meters)    2425.38  (feet)  COMP
 CC0659  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 CC0659
 CC0659  VERT ORDER  -  FIRST     CLASS II
 CC0659
 CC0659.The horizontal coordinates were scaled from a topographic map and have
 CC0659.an estimated accuracy of +/- 6 seconds.
 CC0659
 CC0659.The orthometric height was determined by differential leveling
 CC0659.and adjusted by the National Geodetic Survey in June 1991..
 CC0659
 CC0659.The geoid height was determined by GEOID03.
 CC0659
 CC0659.The dynamic height is computed by dividing the NAVD 88
 CC0659.geopotential number by the normal gravity value computed on the
 CC0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0659.degrees latitude (g = 980.6199 gals.).
 CC0659
 CC0659.The modeled gravity was interpolated from observed gravity values.
 CC0659
 CC0659;                    North         East    Units  Estimated Accuracy
 CC0659;SPC TX C     - 3,162,930.      515,360.      MT  (+/- 180 meters Scaled)
 CC0659
 CC0659                          SUPERSEDED SURVEY CONTROL
 CC0659
 CC0659.No superseded survey control is available for this station.
 CC0659
 CC0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ603463(NAD 83)
 CC0659_MARKER: I = METAL ROD
 CC0659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0659_SP_SET: STAINLESS STEEL ROD
 CC0659_STAMPING: G 1427 1981
 CC0659_MARK LOGO: NGS   
 CC0659_PROJECTION: FLUSH
 CC0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0659_ROD/PIPE-DEPTH: 3.7  meters
 CC0659
 CC0659  HISTORY     - Date     Condition        Report By
 CC0659  HISTORY     - 1981     MONUMENTED       NGS
 CC0659
 CC0659                          STATION DESCRIPTION
 CC0659
 CC0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0659'4.7 KM (2.9 MI) SW FROM MCCAMEY.
 CC0659'4.7 KM (2.9 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0659'JUNCTION WITH FARM ROAD 305 IN MCCAMEY, 13.9 METERS (45.6 FT)
 CC0659'SOUTH-SOUTHEAST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 CC0659'RAILROAD AND 8.5 METERS (27.9 FT) WEST-SOUTHWEST OF THE CENTER OF A
 CC0659'FIELD ENTRANCE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CC0659'5-INCH LOGO CAP.
 CC0659'THE MARK IS 0.5 METERS  NNW FROM  A FENCE AND WITNESS POST
 CC0659'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0677 ***********************************************************************
 CB0677  DESIGNATION -  G 1428
 CB0677  PID         -  CB0677
 CB0677  STATE/COUNTY-  TX/REAGAN
 CB0677  USGS QUAD   -  TEXON (1970)
 CB0677
 CB0677                         *CURRENT SURVEY CONTROL
 CB0677  ___________________________________________________________________
 CB0677* NAD 83(1986)-  31 13 51.     (N)    101 44 25.     (W)     SCALED    
 CB0677* NAVD 88     -       827.625  (meters)    2715.30   (feet)  ADJUSTED  
 CB0677  ___________________________________________________________________
 CB0677  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CB0677  DYNAMIC HT  -         826.420 (meters)    2711.35  (feet)  COMP
 CB0677  MODELED GRAV-     979,155.9   (mgal)                       NAVD 88
 CB0677
 CB0677  VERT ORDER  -  FIRST     CLASS II
 CB0677
 CB0677.The horizontal coordinates were scaled from a topographic map and have
 CB0677.an estimated accuracy of +/- 6 seconds.
 CB0677
 CB0677.The orthometric height was determined by differential leveling
 CB0677.and adjusted by the National Geodetic Survey in June 1991..
 CB0677
 CB0677.The geoid height was determined by GEOID03.
 CB0677
 CB0677.The dynamic height is computed by dividing the NAVD 88
 CB0677.geopotential number by the normal gravity value computed on the
 CB0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0677.degrees latitude (g = 980.6199 gals.).
 CB0677
 CB0677.The modeled gravity was interpolated from observed gravity values.
 CB0677
 CB0677;                    North         East    Units  Estimated Accuracy
 CB0677;SPC TX C     - 3,174,240.      565,970.      MT  (+/- 180 meters Scaled)
 CB0677
 CB0677                          SUPERSEDED SURVEY CONTROL
 CB0677
 CB0677.No superseded survey control is available for this station.
 CB0677
 CB0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV389584(NAD 83)
 CB0677_MARKER: I = METAL ROD
 CB0677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0677_SP_SET: STAINLESS STEEL ROD
 CB0677_STAMPING: G 1428 1981
 CB0677_MARK LOGO: NGS   
 CB0677_PROJECTION: FLUSH
 CB0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0677+STABILITY: POSITION/ELEVATION WELL
 CB0677_ROD/PIPE-DEPTH: 4.9  meters
 CB0677
 CB0677  HISTORY     - Date     Condition        Report By
 CB0677  HISTORY     - 1981     MONUMENTED       NGS
 CB0677
 CB0677                          STATION DESCRIPTION
 CB0677
 CB0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0677'19.2 KM (11.9 MI) EAST FROM RANKIN.
 CB0677'19.2 KM (11.9 MI) EASTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CB0677'WITH STATE HIGHWAY 349 IN RANKIN, 17.9 METERS (58.9 FT) SOUTH OF THE
 CB0677'CENTERLINE OF THE HIGHWAY AND 14.3 METERS (47.0 FT) WEST OF THE CENTER
 CB0677'OF A SIDE ROAD LEADING SOUTH.  NOTE=ACCESS TO THE DATUM POINT IS
 CB0677'THROUGH A 5-INCH LOGO CAP.
 CB0677'THE MARK IS 0.6 METERS  N FROM  A FENCE AND WITNESS POST
 CB0677'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0755 ***********************************************************************
 CA0755  DESIGNATION -  G 1429
 CA0755  PID         -  CA0755
 CA0755  STATE/COUNTY-  TX/MCCULLOCH
 CA0755  USGS QUAD   -  WEST SWEDEN (1987)
 CA0755
 CA0755                         *CURRENT SURVEY CONTROL
 CA0755  ___________________________________________________________________
 CA0755* NAD 83(1986)-  31 11 36.     (N)    099 28 36.     (W)     SCALED    
 CA0755* NAVD 88     -       552.250  (meters)    1811.84   (feet)  ADJUSTED  
 CA0755  ___________________________________________________________________
 CA0755  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CA0755  DYNAMIC HT  -         551.502 (meters)    1809.39  (feet)  COMP
 CA0755  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 CA0755
 CA0755  VERT ORDER  -  FIRST     CLASS II
 CA0755
 CA0755.The horizontal coordinates were scaled from a topographic map and have
 CA0755.an estimated accuracy of +/- 6 seconds.
 CA0755
 CA0755.The orthometric height was determined by differential leveling
 CA0755.and adjusted by the National Geodetic Survey in June 1991..
 CA0755
 CA0755.The geoid height was determined by GEOID03.
 CA0755
 CA0755.The dynamic height is computed by dividing the NAVD 88
 CA0755.geopotential number by the normal gravity value computed on the
 CA0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0755.degrees latitude (g = 980.6199 gals.).
 CA0755
 CA0755.The modeled gravity was interpolated from observed gravity values.
 CA0755
 CA0755;                    North         East    Units  Estimated Accuracy
 CA0755;SPC TX C     - 3,169,550.      781,640.      MT  (+/- 180 meters Scaled)
 CA0755
 CA0755                          SUPERSEDED SURVEY CONTROL
 CA0755
 CA0755.No superseded survey control is available for this station.
 CA0755
 CA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV545511(NAD 83)
 CA0755_MARKER: I = METAL ROD
 CA0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0755_SP_SET: STAINLESS STEEL ROD
 CA0755_STAMPING: G 1429 1981
 CA0755_MARK LOGO: NGS   
 CA0755_PROJECTION: FLUSH
 CA0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0755_ROD/PIPE-DEPTH: 3.7  meters
 CA0755
 CA0755  HISTORY     - Date     Condition        Report By
 CA0755  HISTORY     - 1981     MONUMENTED       NGS
 CA0755  HISTORY     - 19970709 GOOD             USPSQD
 CA0755
 CA0755                          STATION DESCRIPTION
 CA0755
 CA0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0755'15.6 KM (9.7 MI) NW FROM BRADY.
 CA0755'15.6 KM (9.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM THE
 CA0755'COURTHOUSE IN BRADY, 0.1 KM (0.05 MI) WEST OF A BOX CULVERT AND 15.2
 CA0755'METERS (49.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 CA0755'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0755'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST AND FENCE
 CA0755'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0755
 CA0755                          STATION RECOVERY (1997)
 CA0755
 CA0755'RECOVERY NOTE BY US POWER SQUADRON 1997
 CA0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0730 ***********************************************************************
 CA0730  DESIGNATION -  G 1430
 CA0730  PID         -  CA0730
 CA0730  STATE/COUNTY-  TX/CONCHO
 CA0730  USGS QUAD   -  LIVE OAK (1970)
 CA0730
 CA0730                         *CURRENT SURVEY CONTROL
 CA0730  ___________________________________________________________________
 CA0730* NAD 83(1986)-  31 13 03.     (N)    099 55 21.     (W)     SCALED    
 CA0730* NAVD 88     -       652.739  (meters)    2141.53   (feet)  ADJUSTED  
 CA0730  ___________________________________________________________________
 CA0730  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 CA0730  DYNAMIC HT  -         651.832 (meters)    2138.55  (feet)  COMP
 CA0730  MODELED GRAV-     979,229.3   (mgal)                       NAVD 88
 CA0730
 CA0730  VERT ORDER  -  FIRST     CLASS II
 CA0730
 CA0730.The horizontal coordinates were scaled from a topographic map and have
 CA0730.an estimated accuracy of +/- 6 seconds.
 CA0730
 CA0730.The orthometric height was determined by differential leveling
 CA0730.and adjusted by the National Geodetic Survey in June 1991..
 CA0730
 CA0730.The geoid height was determined by GEOID03.
 CA0730
 CA0730.The dynamic height is computed by dividing the NAVD 88
 CA0730.geopotential number by the normal gravity value computed on the
 CA0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0730.degrees latitude (g = 980.6199 gals.).
 CA0730
 CA0730.The modeled gravity was interpolated from observed gravity values.
 CA0730
 CA0730;                    North         East    Units  Estimated Accuracy
 CA0730;SPC TX C     - 3,171,990.      739,140.      MT  (+/- 180 meters Scaled)
 CA0730
 CA0730                          SUPERSEDED SURVEY CONTROL
 CA0730
 CA0730.No superseded survey control is available for this station.
 CA0730
 CA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV121540(NAD 83)
 CA0730_MARKER: DB = BENCH MARK DISK
 CA0730_SETTING: 66 = SET IN ROCK OUTCROP
 CA0730_SP_SET: ROCK OUTCROP
 CA0730_STAMPING: G 1430 1981
 CA0730_MARK LOGO: NGS   
 CA0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0730
 CA0730  HISTORY     - Date     Condition        Report By
 CA0730  HISTORY     - 1981     MONUMENTED       NGS
 CA0730  HISTORY     - 19991231 GOOD             USPSQD
 CA0730  HISTORY     - 20010219 GOOD             USPSQD
 CA0730
 CA0730                          STATION DESCRIPTION
 CA0730
 CA0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0730'7.5 KM (4.65 MI) WEST FROM EDEN.
 CA0730'7.5 KM (4.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION
 CA0730'WITH U.S. HIGHWAY 83 IN EDEN, 0.6 KM (0.35 MI) EAST OF FARM ROAD 176,
 CA0730'IN TOP OF A 3 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 43.6 METERS
 CA0730'(143.0 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND 14.9 METERS
 CA0730'(48.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CA0730'THE MARK IS 6.8 METERS  S FROM  A WITNESS POST AND FENCE
 CA0730'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0730
 CA0730                          STATION RECOVERY (1999)
 CA0730
 CA0730'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0730'RECOVERED IN GOOD CONDITION.
 CA0730
 CA0730                          STATION RECOVERY (2001)
 CA0730
 CA0730'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CA0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0776 ***********************************************************************
 CB0776  DESIGNATION -  G 1431
 CB0776  PID         -  CB0776
 CB0776  STATE/COUNTY-  TX/TOM GREEN
 CB0776  USGS QUAD   -  WALL (1984)
 CB0776
 CB0776                         *CURRENT SURVEY CONTROL
 CB0776  ___________________________________________________________________
 CB0776* NAD 83(1986)-  31 22 23.     (N)    100 15 42.     (W)     SCALED    
 CB0776* NAVD 88     -       569.030  (meters)    1866.89   (feet)  ADJUSTED  
 CB0776  ___________________________________________________________________
 CB0776  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0776  DYNAMIC HT  -         568.251 (meters)    1864.34  (feet)  COMP
 CB0776  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 CB0776
 CB0776  VERT ORDER  -  FIRST     CLASS II
 CB0776
 CB0776.The horizontal coordinates were scaled from a topographic map and have
 CB0776.an estimated accuracy of +/- 6 seconds.
 CB0776
 CB0776.The orthometric height was determined by differential leveling
 CB0776.and adjusted by the National Geodetic Survey in June 1991..
 CB0776
 CB0776.The geoid height was determined by GEOID03.
 CB0776
 CB0776.The dynamic height is computed by dividing the NAVD 88
 CB0776.geopotential number by the normal gravity value computed on the
 CB0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0776.degrees latitude (g = 980.6199 gals.).
 CB0776
 CB0776.The modeled gravity was interpolated from observed gravity values.
 CB0776
 CB0776;                    North         East    Units  Estimated Accuracy
 CB0776;SPC TX C     - 3,189,170.      706,820.      MT  (+/- 180 meters Scaled)
 CB0776
 CB0776                          SUPERSEDED SURVEY CONTROL
 CB0776
 CB0776.No superseded survey control is available for this station.
 CB0776
 CB0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV800716(NAD 83)
 CB0776_MARKER: I = METAL ROD
 CB0776_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0776+WITH SETTING: INFORMATION.
 CB0776_SP_SET: SHALLOW SET METAL ROD
 CB0776_STAMPING: G 1431 1981
 CB0776_MARK LOGO: NGS   
 CB0776_PROJECTION: FLUSH
 CB0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0776_ROD/PIPE-DEPTH: 3.0  meters
 CB0776
 CB0776  HISTORY     - Date     Condition        Report By
 CB0776  HISTORY     - 1981     MONUMENTED       NGS
 CB0776
 CB0776                          STATION DESCRIPTION
 CB0776
 CB0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0776'21.7 KM (13.5 MI) SE FROM SAN ANGELO.
 CB0776'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0776'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 11.0 KM (6.85 MI)
 CB0776'SOUTHEASTERLY ALONG U. S. HIGHWAY 87, AT THE JUNCTION OF FARM ROAD
 CB0776'2334 AND RIPPLE ROAD, 73.2 METERS (240.2 FT) SOUTH OF THE CENTERLINE
 CB0776'OF THE HIGHWAY, 12.3 METERS (40.4 FT) NORTH OF THE CENTER OF A
 CB0776'DRIVEWAY LEADING TO A BRICK HOUSE AND 5.3 METERS (17.4 FT) EAST OF THE
 CB0776'CENTER OF RIPPLE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CB0776'5-INCH LOGO CAP.
 CB0776'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CB0776'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0495 ***********************************************************************
 AZ0495  FBN         -  This is a Federal Base Network Control Station.
 AZ0495  DESIGNATION -  G 1432
 AZ0495  PID         -  AZ0495
 AZ0495  STATE/COUNTY-  TX/KINNEY
 AZ0495  USGS QUAD   -  SPOFFORD (1974)
 AZ0495
 AZ0495                         *CURRENT SURVEY CONTROL
 AZ0495  ___________________________________________________________________
 AZ0495* NAD 83(1993)-  29 09 22.28049(N)    100 23 30.20117(W)     ADJUSTED  
 AZ0495* NAVD 88     -       297.171  (meters)     974.97   (feet)  ADJUSTED  
 AZ0495  ___________________________________________________________________
 AZ0495  X           -  -1,005,541.538 (meters)                     COMP
 AZ0495  Y           -  -5,483,226.354 (meters)                     COMP
 AZ0495  Z           -   3,089,164.522 (meters)                     COMP
 AZ0495  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AZ0495  ELLIP HEIGHT-         274.58  (meters)          (05/01/00) GPS OBS
 AZ0495  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0495  DYNAMIC HT  -         296.737 (meters)     973.54  (feet)  COMP
 AZ0495  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 AZ0495
 AZ0495  HORZ ORDER  -  B
 AZ0495  VERT ORDER  -  FIRST     CLASS II
 AZ0495  ELLP ORDER  -  THIRD     CLASS I
 AZ0495
 AZ0495.The horizontal coordinates were established by GPS observations
 AZ0495.and adjusted by the National Geodetic Survey in May 1994..
 AZ0495
 AZ0495.The orthometric height was determined by differential leveling
 AZ0495.and adjusted by the National Geodetic Survey in June 1991..
 AZ0495
 AZ0495.Photographs are available for this station.
 AZ0495
 AZ0495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AZ0495
 AZ0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0495
 AZ0495.The ellipsoidal height was determined by GPS observations
 AZ0495.and is referenced to NAD 83.
 AZ0495
 AZ0495.The geoid height was determined by GEOID03.
 AZ0495
 AZ0495.The dynamic height is computed by dividing the NAVD 88
 AZ0495.geopotential number by the normal gravity value computed on the
 AZ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0495.degrees latitude (g = 980.6199 gals.).
 AZ0495
 AZ0495.The modeled gravity was interpolated from observed gravity values.
 AZ0495
 AZ0495;                    North         East     Units Scale Factor Converg.
 AZ0495;SPC TXSC     - 4,147,413.129   464,617.496   MT  0.99986808   -0 40 54.6
 AZ0495;SPC TXSC     -13,606,971.24  1,524,332.57   sFT  0.99986808   -0 40 54.6
 AZ0495;UTM  14      - 3,226,091.225   364,643.556   MT  0.99982608   -0 40 41.3
 AZ0495
 AZ0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0495!SPC TXSC     -   0.99995688  x   0.99986808  =   0.99982496
 AZ0495!UTM  14      -   0.99995688  x   0.99982608  =   0.99978296
 AZ0495
 AZ0495                          SUPERSEDED SURVEY CONTROL
 AZ0495
 AZ0495  ELLIP H (05/09/94)  274.68   (m)                       GP(       ) 4 2
 AZ0495  NAVD 88 (05/09/94)  297.17   (m)          975.0    (f) LEVELING    3  
 AZ0495
 AZ0495.Superseded values are not recommended for survey control.
 AZ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0495.See file dsdata.txt to determine how the superseded data were derived.
 AZ0495
 AZ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT6464426091(NAD 83)
 AZ0495_MARKER: F = FLANGE-ENCASED ROD
 AZ0495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0495_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AZ0495_STAMPING: G 1432 1982
 AZ0495_MARK LOGO: NGS   
 AZ0495_PROJECTION: FLUSH
 AZ0495_MAGNETIC: I = MARKER IS A STEEL ROD
 AZ0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0495+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 AZ0495_ROD/PIPE-DEPTH: 1.5  meters
 AZ0495
 AZ0495  HISTORY     - Date     Condition        Report By
 AZ0495  HISTORY     - 1982     MONUMENTED       NGS
 AZ0495  HISTORY     - 19930222 GOOD             NGS
 AZ0495  HISTORY     - 19960109 GOOD             USPSQD
 AZ0495  HISTORY     - 19980306 GOOD             NGS
 AZ0495  HISTORY     - 20030403 GOOD             NGS
 AZ0495
 AZ0495                          STATION DESCRIPTION
 AZ0495
 AZ0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0495'3.1 KM (1.9 MI) SE FROM SPOFFORD.
 AZ0495'THE MARK IS 0.91 M ABOVE ROAD.
 AZ0495'3.1 KM (1.9 MI) SOUTHEAST ALONG FARM ROAD 1572 FROM THE JUNCTION OF
 AZ0495'STATE ROUTE 131 IN SPOFFORD, AT MIDDLE OF A SMALL CUT BANK AND ACROSS
 AZ0495'ROAD FROM THE CENTER OF AN IRON GATE AND GRAVEL ROAD LEADING SOUTH,
 AZ0495'18.3 METERS (60.0 FT) NORTHEAST OF CENTERLINE OF FARM ROAD,
 AZ0495'0.30 METERS (1.0 FT) SOUTHWEST OF A FENCE.  NOTE, ROD DRIVEN TO
 AZ0495'REFUSAL.
 AZ0495'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AZ0495
 AZ0495                          STATION RECOVERY (1993)
 AZ0495
 AZ0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AZ0495'STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTH OF BRACKETTVILLE, 3 KM
 AZ0495'(1.85 MI) EAST OF SPOFFORD, ALONG FARM ROAD 1572, ON THE
 AZ0495'RIGHT-OF-WAY, IN A GRADED FIRE BREAK, ACROSS THE ROAD FROM A GATED
 AZ0495'ENTRANCE TO THE PETRUCHA RANCH.  OWNERSHIP--TEXAS DEPARTMENT OF
 AZ0495'TRANSPORTATION.
 AZ0495'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 131,
 AZ0495'ABOUT 2 KM (1.25 MI) EAST OF BRACKETTVILLE, GO SOUTH ON HIGHWAY 131
 AZ0495'FOR 14.67 KM (9.10 MI) TO A RAILROAD CROSSING.  CONTINUE AHEAD FOR
 AZ0495'0.26 KM (0.15 MI) TO A PAVED ROAD LEFT AT SPOFFORD.  TURN LEFT, EAST,
 AZ0495'ON FARM ROAD 1572 FOR 1.94 KM (1.20 MI) TO A RAILROAD CROSSING.
 AZ0495'CONTINUE AHEAD FOR 1.06 KM (0.65 MI) TO THE RANCH ENTRANCE ON THE
 AZ0495'RIGHT AND THE STATION ON THE LEFT.
 AZ0495'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD
 AZ0495'ENCASED IN A PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE PROJECTING
 AZ0495'1 CM ABOVE GROUND.  IT IS 18.1 M (59.4 FT) NORTHEAST OF AND 1 M
 AZ0495'(3.3 FT) HIGHER THAN THE ROAD CENTER, 8.7 M (28.5 FT) NORTHWEST OF
 AZ0495'THE NORTHWEST ONE OF TWO BRACED WOODEN FENCE POSTS, 0.3 M (1.0 FT)
 AZ0495'SOUTHWEST OF THE RIGHT-OF-WAY FENCE AND 0.4 M (1.3 FT) SOUTHEAST OF A
 AZ0495'METAL WITNESS POST.
 AZ0495
 AZ0495                          STATION RECOVERY (1996)
 AZ0495
 AZ0495'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0495'RECOVERED IN GOOD CONDITION.
 AZ0495
 AZ0495                          STATION RECOVERY (1998)
 AZ0495
 AZ0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AZ0495'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTH OF BRACKETTVILLE,
 AZ0495'AND 3 KM (1.85 MI) EAST OF SPOFFORD, ALONG THE NORTHEAST SIDE OF FARM
 AZ0495'ROAD 1572 AT THE RIGHT-OF-WAY FENCE, IN A GRADED FIRE BREAK ACROSS THE
 AZ0495'ROAD FROM A GATED ENTRANCE TO THE PATRUCHA RANCH. OWNERSHIP--TEXAS
 AZ0495'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 AZ0495'OF STATE HIGHWAY 131 AND FARM ROAD 1572 NEAR THE CENTER OF SPOFFORD,
 AZ0495'GO EAST, FOR 1.94 KM (1.20 MI) ALONG ROAD 1572 TO A RAILROAD CROSSING.
 AZ0495'CONTINUE EAST, FOR 1.06 KM (0.65 MI) TO THE RANCH ENTRANCE ON THE
 AZ0495'RIGHT AND THE STATION ON THE LEFT, AT THE FENCE.  NOTE--THE DATUM
 AZ0495'POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD CAP
 AZ0495'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD WITHOUT SLEEVE, RECESSED
 AZ0495'ABOUT 4-CM BELOW THE GROUND SURFACE AND DRIVEN TO A DEPTH OF 1.5 M,
 AZ0495'(4.9 FT) ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 AZ0495'CONCRETE, FLUSH WITH THE GROUND SURFACE.  NOTE--THE PREVIOUS
 AZ0495'DESCRIPTIONS STATE 59=STAINLESS STEEL ROD IN SLEEVE, THIS IS
 AZ0495'INCORRECT.  STATION IS 18.1 M (59.4 FT) NORTHEAST OF THE ROAD CENTER,
 AZ0495'8.7 M (28.5 FT) NORTHWEST OF THE NORTHWEST 1 OF 2 BRACED WOODEN FENCE
 AZ0495'POSTS, 0.4 M (1.3 FT) SOUTHEAST OF A METAL WITNESS POST, ABOUT 0.4 M
 AZ0495'(1.3 FT) ABOVE THE ROAD LEVEL, AND 0.3 M (1.0 FT) SOUTHWEST OF THE
 AZ0495'RIGHT-OF-WAY FENCE.  BY R.G. HAYES
 AZ0495
 AZ0495                          STATION RECOVERY (2003)
 AZ0495
 AZ0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DH)
 AZ0495'RECOVERED IN GOOD CONDITION WITH  LOGO COVER MISSING.
 AZ0495' 
 AZ0495'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1591 ***********************************************************************
 AY1591  DESIGNATION -  G 1433
 AY1591  PID         -  AY1591
 AY1591  STATE/COUNTY-  TX/UVALDE
 AY1591  USGS QUAD   -  UVALDE (1971)
 AY1591
 AY1591                         *CURRENT SURVEY CONTROL
 AY1591  ___________________________________________________________________
 AY1591* NAD 83(1986)-  29 13 57.     (N)    099 47 36.     (W)     SCALED    
 AY1591* NAVD 88     -       285.432  (meters)     936.45   (feet)  ADJUSTED  
 AY1591  ___________________________________________________________________
 AY1591  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AY1591  DYNAMIC HT  -         285.018 (meters)     935.10  (feet)  COMP
 AY1591  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AY1591
 AY1591  VERT ORDER  -  FIRST     CLASS II
 AY1591
 AY1591.The horizontal coordinates were scaled from a topographic map and have
 AY1591.an estimated accuracy of +/- 6 seconds.
 AY1591
 AY1591.The orthometric height was determined by differential leveling
 AY1591.and adjusted by the National Geodetic Survey in June 1991..
 AY1591
 AY1591.The geoid height was determined by GEOID03.
 AY1591
 AY1591.The dynamic height is computed by dividing the NAVD 88
 AY1591.geopotential number by the normal gravity value computed on the
 AY1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1591.degrees latitude (g = 980.6199 gals.).
 AY1591
 AY1591.The modeled gravity was interpolated from observed gravity values.
 AY1591
 AY1591;                    North         East    Units  Estimated Accuracy
 AY1591;SPC TXSC     - 4,155,330.      522,880.      MT  (+/- 180 meters Scaled)
 AY1591
 AY1591                          SUPERSEDED SURVEY CONTROL
 AY1591
 AY1591.No superseded survey control is available for this station.
 AY1591
 AY1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT229340(NAD 83)
 AY1591_MARKER: DB = BENCH MARK DISK
 AY1591_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1591_SP_SET: OVERPASS BRIDGE PIER
 AY1591_STAMPING: G 1433 1982
 AY1591_MARK LOGO: NGS   
 AY1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1591+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2002
 AY1591
 AY1591  HISTORY     - Date     Condition        Report By
 AY1591  HISTORY     - 1982     MONUMENTED       NGS
 AY1591  HISTORY     - 20021110 GOOD             USPSQD
 AY1591
 AY1591                          STATION DESCRIPTION
 AY1591
 AY1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1591'IN UVALDE.
 AY1591'IN UVALDE, AT THE U.S. HIGHWAY 83 OVERPASS BRIDGE OVER STATE ROUTE
 AY1591'2369 AT THE NORTH EDGE OF UVALDE, SET VERTICALLY IN THE EAST FACE OF
 AY1591'THE MOST SOUTHEAST CONCRETE PIER OF THE HIGHWAY BRIDGE, AND 9.9 METERS
 AY1591'(32.6 FT) SOUTH OF CENTERLINE OF STATE ROUTE 2369.
 AY1591'THE MARK IS 1.3 M ABOVE GROUND.
 AY1591
 AY1591                          STATION RECOVERY (2002)
 AY1591
 AY1591'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AY1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1609 ***********************************************************************
 AY1609  DESIGNATION -  G 1434
 AY1609  PID         -  AY1609
 AY1609  STATE/COUNTY-  TX/MEDINA
 AY1609  USGS QUAD   -  HONDO (1982)
 AY1609
 AY1609                         *CURRENT SURVEY CONTROL
 AY1609  ___________________________________________________________________
 AY1609* NAD 83(1986)-  29 20 11.     (N)    099 13 55.     (W)     SCALED    
 AY1609* NAVD 88     -       271.937  (meters)     892.18   (feet)  ADJUSTED  
 AY1609  ___________________________________________________________________
 AY1609  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AY1609  DYNAMIC HT  -         271.542 (meters)     890.88  (feet)  COMP
 AY1609  MODELED GRAV-     979,182.6   (mgal)                       NAVD 88
 AY1609
 AY1609  VERT ORDER  -  FIRST     CLASS II
 AY1609
 AY1609.The horizontal coordinates were scaled from a topographic map and have
 AY1609.an estimated accuracy of +/- 6 seconds.
 AY1609
 AY1609.The orthometric height was determined by differential leveling
 AY1609.and adjusted by the National Geodetic Survey in June 1991..
 AY1609
 AY1609.The geoid height was determined by GEOID03.
 AY1609
 AY1609.The dynamic height is computed by dividing the NAVD 88
 AY1609.geopotential number by the normal gravity value computed on the
 AY1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1609.degrees latitude (g = 980.6199 gals.).
 AY1609
 AY1609.The modeled gravity was interpolated from observed gravity values.
 AY1609
 AY1609;                    North         East    Units  Estimated Accuracy
 AY1609;SPC TXSC     - 4,166,600.      577,480.      MT  (+/- 180 meters Scaled)
 AY1609
 AY1609                          SUPERSEDED SURVEY CONTROL
 AY1609
 AY1609.No superseded survey control is available for this station.
 AY1609
 AY1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT774452(NAD 83)
 AY1609_MARKER: I = METAL ROD
 AY1609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1609_SP_SET: STAINLESS STEEL ROD
 AY1609_STAMPING: G 1434 1982
 AY1609_MARK LOGO: NGS   
 AY1609_PROJECTION: RECESSED 2 CENTIMETERS
 AY1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1609+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1609_ROD/PIPE-DEPTH: 6.1  meters
 AY1609
 AY1609  HISTORY     - Date     Condition        Report By
 AY1609  HISTORY     - 1982     MONUMENTED       NGS
 AY1609  HISTORY     - 19950427 GOOD             USPSQD
 AY1609  HISTORY     - 19950519 GOOD             USPSQD
 AY1609  HISTORY     - 20011113 GOOD             USPSQD
 AY1609  HISTORY     - 20050521 GOOD             USPSQD
 AY1609
 AY1609                          STATION DESCRIPTION
 AY1609
 AY1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1609'5.0 KM (3.1 MI) EAST FROM D HANIS.
 AY1609'5.0 METERS (3.1 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 AY1609'FARM ROAD 1796 NORTH IN D HANIS, ALSO 0.32 KM (0.2 MI) EAST OF A
 AY1609'GRAVEL ROAD LEADING SOUTH, SET BETWEEN TWO PLASTIC WITNESS POSTS,
 AY1609'18.0 METERS (59.0 FT) NORTH OF CENTERLINE OF HIGHWAY, 0.61 METERS
 AY1609'(2.0 FT) SOUTH OF A POWERLINE POLE, AND 0.30 METERS (1.0 FT) SOUTH OF
 AY1609'A FENCE LINE.
 AY1609'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AY1609'THE MARK IS 0.30 M ABOVE HIGHWAY.
 AY1609
 AY1609                          STATION RECOVERY (1995)
 AY1609
 AY1609'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1609'RECOVERED IN GOOD CONDITION.
 AY1609
 AY1609                          STATION RECOVERY (1995)
 AY1609
 AY1609'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1609'RECOVERED IN GOOD CONDITION.
 AY1609
 AY1609                          STATION RECOVERY (2001)
 AY1609
 AY1609'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1609'RECOVERED IN GOOD CONDITION.
 AY1609
 AY1609                          STATION RECOVERY (2005)
 AY1609
 AY1609'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1199 ***********************************************************************
 AB1199  DESIGNATION -  G 1435
 AB1199  PID         -  AB1199
 AB1199  STATE/COUNTY-  TX/CAMERON
 AB1199  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB1199
 AB1199                         *CURRENT SURVEY CONTROL
 AB1199  ___________________________________________________________________
 AB1199* NAD 83(1986)-  25 56 58.     (N)    097 30 20.     (W)     SCALED    
 AB1199* NAVD 88     -         9.629  (meters)      31.59   (feet)  ADJUSTED  
 AB1199  ___________________________________________________________________
 AB1199  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 AB1199  DYNAMIC HT  -           9.613 (meters)      31.54  (feet)  COMP
 AB1199  MODELED GRAV-     979,030.8   (mgal)                       NAVD 88
 AB1199
 AB1199  VERT ORDER  -  FIRST     CLASS II
 AB1199
 AB1199.The horizontal coordinates were scaled from a topographic map and have
 AB1199.an estimated accuracy of +/- 6 seconds.
 AB1199
 AB1199.The orthometric height was determined by differential leveling
 AB1199.and adjusted by the National Geodetic Survey in June 1991..
 AB1199
 AB1199.The geoid height was determined by GEOID03.
 AB1199
 AB1199.The dynamic height is computed by dividing the NAVD 88
 AB1199.geopotential number by the normal gravity value computed on the
 AB1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1199.degrees latitude (g = 980.6199 gals.).
 AB1199
 AB1199.The modeled gravity was interpolated from observed gravity values.
 AB1199
 AB1199;                    North         East    Units  Estimated Accuracy
 AB1199;SPC TX S     - 5,031,720.      399,610.      MT  (+/- 180 meters Scaled)
 AB1199
 AB1199                          SUPERSEDED SURVEY CONTROL
 AB1199
 AB1199.No superseded survey control is available for this station.
 AB1199
 AB1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP496709(NAD 83)
 AB1199_MARKER: I = METAL ROD
 AB1199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1199_SP_SET: STAINLESS STEEL ROD
 AB1199_STAMPING: G 1435 1981
 AB1199_MARK LOGO: NGS   
 AB1199_PROJECTION: FLUSH
 AB1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB1199+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2004
 AB1199_ROD/PIPE-DEPTH: 8.5  meters
 AB1199
 AB1199  HISTORY     - Date     Condition        Report By
 AB1199  HISTORY     - 1981     MONUMENTED       NGS
 AB1199  HISTORY     - 19910327 GOOD             USPSQD
 AB1199  HISTORY     - 20040228 GOOD             GEOCAC
 AB1199
 AB1199                          STATION DESCRIPTION
 AB1199
 AB1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1199'6.2 KM (3.85 MI) NNW FROM BROWNSVILLE.
 AB1199'0.2 KM (0.1 MI) NORTHEAST ALONG ELEVENTH STREET FROM THE POST OFFICE
 AB1199'AND ELIZABETH STREET IN BROWNSVILLE, THENCE 2.1 KM (1.3 MI) NORTHWEST
 AB1199'ALONG BUSINESS U.S. HIGHWAY 77, THENCE 3.9 KM (2.45 MI) NORTH ALONG
 AB1199'BUSINESS U.S. HIGHWAY 77 TO THE JUNCTION OF FARM ROAD 802, THE MARK IS
 AB1199'SET IN THE NORTH LAWN OF THE TEXAS INFORMATION CENTER BUILDING NORTH
 AB1199'OF A FLAGPOLE, 1.5 METERS (5.0 FT) NORTH OF THE EAST ONE OF THREE
 AB1199'FLAGPOLES, 4.8 METERS (16.0 FT) NORTHEAST OF THE CENTER OF A STONE
 AB1199'MONUMENT, 1.8 METERS (6.0 FT) SOUTH OF THE NORTH CURB OF THE EAST
 AB1199'PARKING LOT, 1.0 METER (3.5 FT) EAST OF THE EAST EDGE OF THE EAST
 AB1199'SIDEWALK LEADING NORTH TO THE BUILDING, 1.0 METER (3.5 FT) NORTHWEST
 AB1199'OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE FLAGPOLE, AND
 AB1199'19.2 METERS (63.0 FT) NORTH NORTHEAST OF THE CENTER OF THE NORTH
 AB1199'ENTRANCE DOORS, NOTE, ROD WAS ANCHORED AT THIS DEPTH.
 AB1199'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 AB1199
 AB1199                          STATION RECOVERY (1991)
 AB1199
 AB1199'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1199'RECOVERED IN GOOD CONDITION.
 AB1199
 AB1199                          STATION RECOVERY (2004)
 AB1199
 AB1199'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1199'RECOVERED IN GOOD CONDITION BUT NOT USEABLE UNLESS BUSH COVERING MARK
 AB1199'IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0525 ***********************************************************************
 AZ0525  DESIGNATION -  G 1436
 AZ0525  PID         -  AZ0525
 AZ0525  STATE/COUNTY-  TX/VAL VERDE
 AZ0525  USGS QUAD   -  DEL RIO NW (1972)
 AZ0525
 AZ0525                         *CURRENT SURVEY CONTROL
 AZ0525  ___________________________________________________________________
 AZ0525* NAD 83(1986)-  29 23 55.     (N)    100 54 17.     (W)     SCALED    
 AZ0525* NAVD 88     -       313.126  (meters)    1027.31   (feet)  ADJUSTED  
 AZ0525  ___________________________________________________________________
 AZ0525  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0525  DYNAMIC HT  -         312.671 (meters)    1025.82  (feet)  COMP
 AZ0525  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0525
 AZ0525  VERT ORDER  -  FIRST     CLASS II
 AZ0525
 AZ0525.The horizontal coordinates were scaled from a topographic map and have
 AZ0525.an estimated accuracy of +/- 6 seconds.
 AZ0525
 AZ0525.The orthometric height was determined by differential leveling
 AZ0525.and adjusted by the National Geodetic Survey in June 1991..
 AZ0525
 AZ0525.The geoid height was determined by GEOID03.
 AZ0525
 AZ0525.The dynamic height is computed by dividing the NAVD 88
 AZ0525.geopotential number by the normal gravity value computed on the
 AZ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0525.degrees latitude (g = 980.6199 gals.).
 AZ0525
 AZ0525.The modeled gravity was interpolated from observed gravity values.
 AZ0525
 AZ0525;                    North         East    Units  Estimated Accuracy
 AZ0525;SPC TXSC     - 4,174,980.      415,160.      MT  (+/- 180 meters Scaled)
 AZ0525
 AZ0525                          SUPERSEDED SURVEY CONTROL
 AZ0525
 AZ0525.No superseded survey control is available for this station.
 AZ0525
 AZ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT151536(NAD 83)
 AZ0525_MARKER: I = METAL ROD
 AZ0525_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0525_SP_SET: STAINLESS STEEL ROD
 AZ0525_STAMPING: G 1436 1982
 AZ0525_MARK LOGO: NGS   
 AZ0525_PROJECTION: FLUSH
 AZ0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0525_ROD/PIPE-DEPTH: 4.8  meters
 AZ0525
 AZ0525  HISTORY     - Date     Condition        Report By
 AZ0525  HISTORY     - 1982     MONUMENTED       NGS
 AZ0525  HISTORY     - 19990525 GOOD             USPSQD
 AZ0525
 AZ0525                          STATION DESCRIPTION
 AZ0525
 AZ0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0525'1.8 KM (1.1 MI) NORTH FROM DEL RIO.
 AZ0525'1.8 KM (1.1 MI) NORTH ALONG U.S. HIGHWAYS 90 AND 277 FROM THE CIVIC
 AZ0525'CENTER IN DEL RIO, AT A 9 CHANNEL CONCRETE CULVERT UNDER THE NORTH
 AZ0525'BOUND LANE OF U.S. HIGHWAY 90 AND 277, 27.1 METERS (89.0) EAST OF THE
 AZ0525'CENTERLINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 90, 17.9 METERS
 AZ0525'(59.0 FT) EAST NORTHEAST OF THE NORTH END OF THE EAST HEADWALL OF THE
 AZ0525'9 CHANNEL CULVERT, 1.6 METERS (8.5 FT) NORTH OF A POWERLINE POLE, AND
 AZ0525'1.6 METERS (8.5 FT) SOUTH OF A T-FENCE JUNCTION LEADING EAST.  NOTE,
 AZ0525'ROD ANCHORED AT THIS DEPTH.
 AZ0525'THE MARK IS 0.46 METERS  SSW FROM A WITNESS POST.
 AZ0525'THE MARK IS 0.9 M BELOW HIGHWAY 90.
 AZ0525
 AZ0525                          STATION RECOVERY (1999)
 AZ0525
 AZ0525'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1657 ***********************************************************************
 AY1657  DESIGNATION -  G 1437
 AY1657  PID         -  AY1657
 AY1657  STATE/COUNTY-  TX/BEXAR
 AY1657  USGS QUAD   -  CASTLE HILLS (1992)
 AY1657
 AY1657                         *CURRENT SURVEY CONTROL
 AY1657  ___________________________________________________________________
 AY1657* NAD 83(1986)-  29 30 16.     (N)    098 33 43.     (W)     SCALED    
 AY1657* NAVD 88     -       282.002  (meters)     925.20   (feet)  ADJUSTED  
 AY1657  ___________________________________________________________________
 AY1657  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AY1657  DYNAMIC HT  -         281.592 (meters)     923.86  (feet)  COMP
 AY1657  MODELED GRAV-     979,180.6   (mgal)                       NAVD 88
 AY1657
 AY1657  VERT ORDER  -  FIRST     CLASS II
 AY1657
 AY1657.The horizontal coordinates were scaled from a topographic map and have
 AY1657.an estimated accuracy of +/- 6 seconds.
 AY1657
 AY1657.The orthometric height was determined by differential leveling
 AY1657.and adjusted by the National Geodetic Survey in June 1991..
 AY1657
 AY1657.The geoid height was determined by GEOID03.
 AY1657
 AY1657.The dynamic height is computed by dividing the NAVD 88
 AY1657.geopotential number by the normal gravity value computed on the
 AY1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1657.degrees latitude (g = 980.6199 gals.).
 AY1657
 AY1657.The modeled gravity was interpolated from observed gravity values.
 AY1657
 AY1657;                    North         East    Units  Estimated Accuracy
 AY1657;SPC TXSC     - 4,185,280.      642,470.      MT  (+/- 180 meters Scaled)
 AY1657
 AY1657                          SUPERSEDED SURVEY CONTROL
 AY1657
 AY1657.No superseded survey control is available for this station.
 AY1657
 AY1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT424639(NAD 83)
 AY1657_MARKER: I = METAL ROD
 AY1657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1657_SP_SET: STAINLESS STEEL ROD
 AY1657_STAMPING: G 1437 1982
 AY1657_MARK LOGO: NGS   
 AY1657_PROJECTION: RECESSED 10 CENTIMETERS
 AY1657_MAGNETIC: I = MARKER IS A STEEL ROD
 AY1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1657+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 AY1657_ROD/PIPE-DEPTH: 4.5  meters
 AY1657
 AY1657  HISTORY     - Date     Condition        Report By
 AY1657  HISTORY     - 1982     MONUMENTED       NGS
 AY1657  HISTORY     - 1990     GOOD             USPSQD
 AY1657  HISTORY     - 19961120 GOOD             NGS
 AY1657
 AY1657                          STATION DESCRIPTION
 AY1657
 AY1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1657'IN SAN ANTONIO.
 AY1657'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1657'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY1657'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY1657'THENCE 8.9 KM (5.55 MI) NORTHWEST ALONG FREDERICKSBURG ROAD AT MOCKING
 AY1657'BIRD STREET LEADING NORTHEAST, 18.4 METERS (60.5 FT) NORTHEAST OF THE
 AY1657'CENTER OF FREDERICKSBURG ROAD, 6.7 METERS (22.0 FT) SOUTHEAST OF THE
 AY1657'CENTERLINE OF THE MOCKINGBIRD STREET, 13.1 METERS (43.0 FT) SOUTH OF
 AY1657'THE CENTER OF A 3 CHANNEL CONCRETE CULVERT UNDER MOCKINGBIRD STREET,
 AY1657'20.7 METERS (68.0 FT) NORTHWEST OF THE CENTER OF THE NORTH ENTRANCE TO
 AY1657'ROSOWAND KLINE REALTORS, 0.6 METER (2.5 FT) SOUTHEAST OF A POWERLINE
 AY1657'POLE WITH A GUY WIRE TO THE SOUTHEAST, AND 4.8 METERS (16.0 FT)
 AY1657'NORTHWEST OF THE GUYWIRE ANCHOR.  NOTE, ROD WAS DRIVEN TO REFUSAL AND
 AY1657'ANCHORED AT THIS DEPTH.
 AY1657'THE MARK IS 0.24 METERS  NW FROM A WITNESS POST.
 AY1657'THE MARK IS 0.3 M BELOW FREDERICKSBURG STREET.
 AY1657
 AY1657                          STATION RECOVERY (1990)
 AY1657
 AY1657'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1657'RECOVERED IN GOOD CONDITION.
 AY1657
 AY1657                          STATION RECOVERY (1996)
 AY1657
 AY1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AY1657'IN SAN ANTONIA, AT THE INTERSECTION OF FREDRICKSBURG ROAD AND
 AY1657'MOCKINGBIRD STREET, 20.7 M (67.9 FT) NORTHWEST OF THE NORTH ENTRANCE
 AY1657'INTO A SHOPPING PLAZA PARKING LOT, 18.4 M (60.4 FT) NORTHEAST OF THE
 AY1657'ROAD CENTER, 13.1 M (43.0 FT) SOUTH OF THE SOUTHEAST END OF A CULVERT
 AY1657'UNDER THE STREET, 6.7 M (22.0 FT) SOUTHEAST OF THE STREET CENTER, 0.6
 AY1657'M (2.0 FT) SOUTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL
 AY1657'OF THE STREET, AND 0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST.
 AY1657'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0505 ***********************************************************************
 AO0505  DESIGNATION -  G 1438
 AO0505  PID         -  AO0505
 AO0505  STATE/COUNTY-  TX/DIMMIT
 AO0505  USGS QUAD   -  CATARINA (1982)
 AO0505
 AO0505                         *CURRENT SURVEY CONTROL
 AO0505  ___________________________________________________________________
 AO0505* NAD 83(1986)-  28 16 59.     (N)    099 36 49.     (W)     SCALED    
 AO0505* NAVD 88     -       150.709  (meters)     494.45   (feet)  ADJUSTED  
 AO0505  ___________________________________________________________________
 AO0505  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0505  DYNAMIC HT  -         150.479 (meters)     493.70  (feet)  COMP
 AO0505  MODELED GRAV-     979,119.0   (mgal)                       NAVD 88
 AO0505
 AO0505  VERT ORDER  -  FIRST     CLASS II
 AO0505
 AO0505.The horizontal coordinates were scaled from a topographic map and have
 AO0505.an estimated accuracy of +/- 6 seconds.
 AO0505
 AO0505.The orthometric height was determined by differential leveling
 AO0505.and adjusted by the National Geodetic Survey in June 1991..
 AO0505
 AO0505.The geoid height was determined by GEOID03.
 AO0505
 AO0505.The dynamic height is computed by dividing the NAVD 88
 AO0505.geopotential number by the normal gravity value computed on the
 AO0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0505.degrees latitude (g = 980.6199 gals.).
 AO0505
 AO0505.The modeled gravity was interpolated from observed gravity values.
 AO0505
 AO0505;                    North         East    Units  Estimated Accuracy
 AO0505;SPC TXSC     - 4,050,000.      539,800.      MT  (+/- 180 meters Scaled)
 AO0505
 AO0505                          SUPERSEDED SURVEY CONTROL
 AO0505
 AO0505.No superseded survey control is available for this station.
 AO0505
 AO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS398287(NAD 83)
 AO0505_MARKER: DB = BENCH MARK DISK
 AO0505_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AO0505_SP_SET: HEADWALL
 AO0505_STAMPING: G 1438 1982
 AO0505_MARK LOGO: NGS   
 AO0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0505+STABILITY: SURFACE MOTION
 AO0505
 AO0505  HISTORY     - Date     Condition        Report By
 AO0505  HISTORY     - 1982     MONUMENTED       NGS
 AO0505  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 AO0505
 AO0505                          STATION DESCRIPTION
 AO0505
 AO0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0505'7.0 KM (4.35 MI) SOUTH FROM CATARINA.
 AO0505'7.0 KM (4.35 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN
 AO0505'CATARINA, SET IN TOP OF SOUTHEAST HEADWALL OF BRIDGE OVER SAN ROQUE
 AO0505'CREEK, 7.0 METERS (16.2 FT) EAST OF CENTERLINE OF THE HIGHWAY,
 AO0505'0.75 METERS (2.4 FT) SOUTH SOUTHWEST OF SOUTHEAST END OF METAL GUARD
 AO0505'RAIL, AND 2.5 METERS (8.5 FT) NORTH OF CONCRETE END OF BRIDGE, NOTE,
 AO0505'DISK SET IN BRIDGE HEADWALL.
 AO0505'THE MARK IS 0.3 M ABOVE HIGHWAY.
 AO0505
 AO0505                          STATION RECOVERY (1997)
 AO0505
 AO0505'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0125 ***********************************************************************
 AP0125  DESIGNATION -  G 1439
 AP0125  PID         -  AP0125
 AP0125  STATE/COUNTY-  TX/DIMMIT
 AP0125  USGS QUAD   -  COMETA (1974)
 AP0125
 AP0125                         *CURRENT SURVEY CONTROL
 AP0125  ___________________________________________________________________
 AP0125* NAD 83(1986)-  28 37 32.     (N)    100 03 22.     (W)     SCALED    
 AP0125* NAVD 88     -       195.561  (meters)     641.60   (feet)  ADJUSTED  
 AP0125  ___________________________________________________________________
 AP0125  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 AP0125  DYNAMIC HT  -         195.270 (meters)     640.65  (feet)  COMP
 AP0125  MODELED GRAV-     979,152.4   (mgal)                       NAVD 88
 AP0125
 AP0125  VERT ORDER  -  FIRST     CLASS II
 AP0125
 AP0125.The horizontal coordinates were scaled from a topographic map and have
 AP0125.an estimated accuracy of +/- 6 seconds.
 AP0125
 AP0125.The orthometric height was determined by differential leveling
 AP0125.and adjusted by the National Geodetic Survey in June 1991..
 AP0125
 AP0125.The geoid height was determined by GEOID03.
 AP0125
 AP0125.The dynamic height is computed by dividing the NAVD 88
 AP0125.geopotential number by the normal gravity value computed on the
 AP0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0125.degrees latitude (g = 980.6199 gals.).
 AP0125
 AP0125.The modeled gravity was interpolated from observed gravity values.
 AP0125
 AP0125;                    North         East    Units  Estimated Accuracy
 AP0125;SPC TXSC     - 4,088,270.      496,730.      MT  (+/- 180 meters Scaled)
 AP0125
 AP0125                          SUPERSEDED SURVEY CONTROL
 AP0125
 AP0125.No superseded survey control is available for this station.
 AP0125
 AP0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS967669(NAD 83)
 AP0125_MARKER: I = METAL ROD
 AP0125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0125_SP_SET: STAINLESS STEEL ROD
 AP0125_STAMPING: G 1439 1982
 AP0125_MARK LOGO: NGS   
 AP0125_PROJECTION: FLUSH
 AP0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0125_ROD/PIPE-DEPTH: 4.8  meters
 AP0125
 AP0125  HISTORY     - Date     Condition        Report By
 AP0125  HISTORY     - 1982     MONUMENTED       NGS
 AP0125
 AP0125                          STATION DESCRIPTION
 AP0125
 AP0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0125'25.3 KM (15.7 MI) NW FROM CARRIZO SPRINGS.
 AP0125'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0125'SPRINGS, THENCE 25.3 KM (15.7 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AP0125'0.25 KM (0.15 MI) EAST OF KAYATONA CREEK, 23.4 METERS (77.0 FT) SOUTH
 AP0125'OF THE EAST OF THE HIGHWAY, 3.4 METERS (11.5 FT) EAST OF A BRACED 12
 AP0125'INCH WOODEN FENCE POST, 3.7 METERS (12.5 FT) EAST OF A SMALL CONCRETE
 AP0125'RIGHT OF WAY MARKER, AND 0.2 METER (0.8 FT) NORTH OF A FENCE.
 AP0125'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 AP0125'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0054 ***********************************************************************
 CV0054  DESIGNATION -  G 144
 CV0054  PID         -  CV0054
 CV0054  STATE/COUNTY-  TX/ANDREWS
 CV0054  USGS QUAD   -  GARDENDALE NW (1968)
 CV0054
 CV0054                         *CURRENT SURVEY CONTROL
 CV0054  ___________________________________________________________________
 CV0054* NAD 83(1986)-  32 10 54.     (N)    102 29 24.     (W)     SCALED    
 CV0054* NAVD 88     -       947.805  (meters)    3109.59   (feet)  ADJUSTED  
 CV0054  ___________________________________________________________________
 CV0054  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CV0054  DYNAMIC HT  -         946.466 (meters)    3105.20  (feet)  COMP
 CV0054  MODELED GRAV-     979,194.4   (mgal)                       NAVD 88
 CV0054
 CV0054  VERT ORDER  -  FIRST     CLASS II
 CV0054
 CV0054.The horizontal coordinates were scaled from a topographic map and have
 CV0054.an estimated accuracy of +/- 6 seconds.
 CV0054
 CV0054.The orthometric height was determined by differential leveling
 CV0054.and adjusted by the National Geodetic Survey in June 1991..
 CV0054
 CV0054.The geoid height was determined by GEOID03.
 CV0054
 CV0054.The dynamic height is computed by dividing the NAVD 88
 CV0054.geopotential number by the normal gravity value computed on the
 CV0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0054.degrees latitude (g = 980.6199 gals.).
 CV0054
 CV0054.The modeled gravity was interpolated from observed gravity values.
 CV0054
 CV0054;                    North         East    Units  Estimated Accuracy
 CV0054;SPC TXNC     - 2,064,260.      223,810.      MT  (+/- 180 meters Scaled)
 CV0054
 CV0054                          SUPERSEDED SURVEY CONTROL
 CV0054
 CV0054  NGVD 29 (??/??/92)  947.369  (m)         3108.16   (f) ADJ UNCH    1 2
 CV0054
 CV0054.Superseded values are not recommended for survey control.
 CV0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0054.See file dsdata.txt to determine how the superseded data were derived.
 CV0054
 CV0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR366633(NAD 83)
 CV0054_MARKER: DB = BENCH MARK DISK
 CV0054_SETTING: 0 = UNSPECIFIED SETTING
 CV0054_STAMPING: G 144 1934
 CV0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0054
 CV0054  HISTORY     - Date     Condition        Report By
 CV0054  HISTORY     - 1934     MONUMENTED       CGS
 CV0054
 CV0054                          STATION DESCRIPTION
 CV0054
 CV0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0054'10.4 MI SE FROM ANDREWS.
 CV0054'ALONG TEXAS STATE HIGHWAY NO. 137, 230 YARDS NORTHWEST OF CONCRETE
 CV0054'HIGHWAY CULVERT IN BOTTOM OF SMALL DRAW, 47 FEET NORTHEAST OF CENTER
 CV0054'LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0150 ***********************************************************************
 AP0150  DESIGNATION -  G 1440
 AP0150  PID         -  AP0150
 AP0150  STATE/COUNTY-  TX/MAVERICK
 AP0150  USGS QUAD   -  DEADMANS HILL (1974)
 AP0150
 AP0150                         *CURRENT SURVEY CONTROL
 AP0150  ___________________________________________________________________
 AP0150* NAD 83(1986)-  28 45 38.     (N)    100 29 34.     (W)     SCALED    
 AP0150* NAVD 88     -       234.165  (meters)     768.26   (feet)  ADJUSTED  
 AP0150  ___________________________________________________________________
 AP0150  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 AP0150  DYNAMIC HT  -         233.816 (meters)     767.11  (feet)  COMP
 AP0150  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 AP0150
 AP0150  VERT ORDER  -  FIRST     CLASS II
 AP0150
 AP0150.The horizontal coordinates were scaled from a topographic map and have
 AP0150.an estimated accuracy of +/- 6 seconds.
 AP0150
 AP0150.The orthometric height was determined by differential leveling
 AP0150.and adjusted by the National Geodetic Survey in June 1991..
 AP0150
 AP0150.The geoid height was determined by GEOID03.
 AP0150
 AP0150.The dynamic height is computed by dividing the NAVD 88
 AP0150.geopotential number by the normal gravity value computed on the
 AP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0150.degrees latitude (g = 980.6199 gals.).
 AP0150
 AP0150.The modeled gravity was interpolated from observed gravity values.
 AP0150
 AP0150;                    North         East    Units  Estimated Accuracy
 AP0150;SPC TXSC     - 4,103,690.      454,230.      MT  (+/- 180 meters Scaled)
 AP0150
 AP0150                          SUPERSEDED SURVEY CONTROL
 AP0150
 AP0150.No superseded survey control is available for this station.
 AP0150
 AP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS542823(NAD 83)
 AP0150_MARKER: I = METAL ROD
 AP0150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0150_SP_SET: STAINLESS STEEL ROD
 AP0150_STAMPING: G 1440 1982
 AP0150_MARK LOGO: NGS   
 AP0150_PROJECTION: FLUSH
 AP0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0150_ROD/PIPE-DEPTH: 4.8  meters
 AP0150
 AP0150  HISTORY     - Date     Condition        Report By
 AP0150  HISTORY     - 1982     MONUMENTED       NGS
 AP0150
 AP0150                          STATION DESCRIPTION
 AP0150
 AP0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0150'6.3 KM (3.9 MI) NORTH FROM EAGLE PASS.
 AP0150'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0150'EAGLE PASS, THENCE 6.05 KM (3.75 MI) NORTH ALONG U.S. HIGHWAY 277,
 AP0150'CEYLON STREET SET AT THE EAGLE OIL COMPANY WHICH IS AT THE SOUTHEAST
 AP0150'CORNER OF JUNCTION U.S. HIGHWAY 277 AND FARM ROAD 1588, 59.7 METERS
 AP0150'(196.0 FT) EAST NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 277,
 AP0150'10.8 METERS (35.8 FT) NORTH NORTHWEST OF A FENCE, 14.4 METERS
 AP0150'(47.3 FT) SOUTH SOUTHEAST OF THE CENTER OF FRONT DOOR TO THE EAGLE OIL
 AP0150'COMPANY, 9.8 METERS (32.7 FT) NORTHWEST OF A POWER POLE, 0.9 METER
 AP0150'(3.0 FT) SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE
 AP0150'BUILDING OF THE EAGLE OIL COMPANY.
 AP0150'THE MARK IS 3.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0891 ***********************************************************************
 CA0891  DESIGNATION -  G 1441
 CA0891  PID         -  CA0891
 CA0891  STATE/COUNTY-  TX/MCCULLOCH
 CA0891  USGS QUAD   -  BRADY SOUTH (1987)
 CA0891
 CA0891                         *CURRENT SURVEY CONTROL
 CA0891  ___________________________________________________________________
 CA0891* NAD 83(1986)-  31 00 16.     (N)    099 16 11.     (W)     SCALED    
 CA0891* NAVD 88     -       479.490  (meters)    1573.13   (feet)  ADJUSTED  
 CA0891  ___________________________________________________________________
 CA0891  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CA0891  DYNAMIC HT  -         478.840 (meters)    1570.99  (feet)  COMP
 CA0891  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 CA0891
 CA0891  VERT ORDER  -  FIRST     CLASS II
 CA0891
 CA0891.The horizontal coordinates were scaled from a topographic map and have
 CA0891.an estimated accuracy of +/- 6 seconds.
 CA0891
 CA0891.The orthometric height was determined by differential leveling
 CA0891.and adjusted by the National Geodetic Survey in June 1991..
 CA0891
 CA0891.The geoid height was determined by GEOID03.
 CA0891
 CA0891.The dynamic height is computed by dividing the NAVD 88
 CA0891.geopotential number by the normal gravity value computed on the
 CA0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0891.degrees latitude (g = 980.6199 gals.).
 CA0891
 CA0891.The modeled gravity was interpolated from observed gravity values.
 CA0891
 CA0891;                    North         East    Units  Estimated Accuracy
 CA0891;SPC TX C     - 3,148,790.      801,560.      MT  (+/- 180 meters Scaled)
 CA0891
 CA0891                          SUPERSEDED SURVEY CONTROL
 CA0891
 CA0891.No superseded survey control is available for this station.
 CA0891
 CA0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV742301(NAD 83)
 CA0891_MARKER: DB = BENCH MARK DISK
 CA0891_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CA0891_SP_SET: HEADWALL
 CA0891_STAMPING: G 1441 1982
 CA0891_MARK LOGO: NGS   
 CA0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0891+STABILITY: SURFACE MOTION
 CA0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0891+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 CA0891
 CA0891  HISTORY     - Date     Condition        Report By
 CA0891  HISTORY     - 1982     MONUMENTED       NGS
 CA0891  HISTORY     - 19950814 GOOD             USPSQD
 CA0891  HISTORY     - 20060318 GOOD             USPSQD
 CA0891
 CA0891                          STATION DESCRIPTION
 CA0891
 CA0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0891'16.15 KM (10.05 MI) SE FROM BRADY.
 CA0891'16.15 KM (10.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE
 CA0891'COURTHOUSE IN BRADY, SET IN THE NORTHWEST END OF THE WEST HEADWALL OF
 CA0891'BRIDGE OVER THE SAN SABA RIVER, 60.0 METERS (197.0 FT) SOUTHWEST OF
 CA0891'THE CENTERLINE OF THE HIGHWAY, AND 7.7 METERS (25.5 FT) SOUTHEAST OF
 CA0891'THE NORTHWEST END OF METAL GUARD RAIL.
 CA0891'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 CA0891
 CA0891                          STATION RECOVERY (1995)
 CA0891
 CA0891'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0891'RECOVERED IN GOOD CONDITION.
 CA0891
 CA0891                          STATION RECOVERY (2006)
 CA0891
 CA0891'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0891'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0701 ***********************************************************************
 CB0701  DESIGNATION -  G 1442
 CB0701  PID         -  CB0701
 CB0701  STATE/COUNTY-  TX/REAGAN
 CB0701  USGS QUAD   -  WITCO (1971)
 CB0701
 CB0701                         *CURRENT SURVEY CONTROL
 CB0701  ___________________________________________________________________
 CB0701* NAD 83(1986)-  31 09 40.     (N)    101 19 32.     (W)     SCALED    
 CB0701* NAVD 88     -       828.232  (meters)    2717.29   (feet)  ADJUSTED  
 CB0701  ___________________________________________________________________
 CB0701  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CB0701  DYNAMIC HT  -         827.026 (meters)    2713.33  (feet)  COMP
 CB0701  MODELED GRAV-     979,157.0   (mgal)                       NAVD 88
 CB0701
 CB0701  VERT ORDER  -  FIRST     CLASS II
 CB0701
 CB0701.The horizontal coordinates were scaled from a topographic map and have
 CB0701.an estimated accuracy of +/- 6 seconds.
 CB0701
 CB0701.The orthometric height was determined by differential leveling
 CB0701.and adjusted by the National Geodetic Survey in June 1991..
 CB0701
 CB0701.The geoid height was determined by GEOID03.
 CB0701
 CB0701.The dynamic height is computed by dividing the NAVD 88
 CB0701.geopotential number by the normal gravity value computed on the
 CB0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0701.degrees latitude (g = 980.6199 gals.).
 CB0701
 CB0701.The modeled gravity was interpolated from observed gravity values.
 CB0701
 CB0701;                    North         East    Units  Estimated Accuracy
 CB0701;SPC TX C     - 3,166,090.      605,410.      MT  (+/- 180 meters Scaled)
 CB0701
 CB0701                          SUPERSEDED SURVEY CONTROL
 CB0701
 CB0701.No superseded survey control is available for this station.
 CB0701
 CB0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV783497(NAD 83)
 CB0701_MARKER: I = METAL ROD
 CB0701_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0701+WITH SETTING: INFORMATION.
 CB0701_SP_SET: SHALLOW SET METAL ROD
 CB0701_STAMPING: G 1442 1981
 CB0701_MARK LOGO: NGS   
 CB0701_PROJECTION: FLUSH
 CB0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0701_ROD/PIPE-DEPTH: 1.2  meters
 CB0701
 CB0701  HISTORY     - Date     Condition        Report By
 CB0701  HISTORY     - 1981     MONUMENTED       NGS
 CB0701
 CB0701                          STATION DESCRIPTION
 CB0701
 CB0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0701'14.2 KM (8.8 MI) EAST FROM BIG LAKE.
 CB0701'14.2 KM (8.8 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0701'WITH STATE HIGHWAY 137 IN BIG LAKE, 0.5 KM (0.3 MI) WEST OF A SIDE
 CB0701'ROAD LEADING NORTH, 17.9 METERS (58.7 FT) SOUTH-SOUTHWEST OF THE
 CB0701'CENTERLINE OF THE HIGHWAY AND 1.7 METERS (5.6 FT) EAST-SOUTHEAST OF A
 CB0701'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CB0701'CAP.
 CB0701'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST AND FENCE
 CB0701'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0729 ***********************************************************************
 CB0729  DESIGNATION -  G 1443
 CB0729  PID         -  CB0729
 CB0729  STATE/COUNTY-  TX/IRION
 CB0729  USGS QUAD   -  NOELKE NE (1987)
 CB0729
 CB0729                         *CURRENT SURVEY CONTROL
 CB0729  ___________________________________________________________________
 CB0729* NAD 83(1986)-  31 12 17.     (N)    100 51 27.     (W)     SCALED    
 CB0729* NAVD 88     -       688.779  (meters)    2259.77   (feet)  ADJUSTED  
 CB0729  ___________________________________________________________________
 CB0729  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CB0729  DYNAMIC HT  -         687.810 (meters)    2256.59  (feet)  COMP
 CB0729  MODELED GRAV-     979,211.4   (mgal)                       NAVD 88
 CB0729
 CB0729  VERT ORDER  -  FIRST     CLASS II
 CB0729
 CB0729.The horizontal coordinates were scaled from a topographic map and have
 CB0729.an estimated accuracy of +/- 6 seconds.
 CB0729
 CB0729.The orthometric height was determined by differential leveling
 CB0729.and adjusted by the National Geodetic Survey in June 1991..
 CB0729
 CB0729.The geoid height was determined by GEOID03.
 CB0729
 CB0729.The dynamic height is computed by dividing the NAVD 88
 CB0729.geopotential number by the normal gravity value computed on the
 CB0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0729.degrees latitude (g = 980.6199 gals.).
 CB0729
 CB0729.The modeled gravity was interpolated from observed gravity values.
 CB0729
 CB0729;                    North         East    Units  Estimated Accuracy
 CB0729;SPC TX C     - 3,170,620.      650,050.      MT  (+/- 180 meters Scaled)
 CB0729
 CB0729                          SUPERSEDED SURVEY CONTROL
 CB0729
 CB0729.No superseded survey control is available for this station.
 CB0729
 CB0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV230537(NAD 83)
 CB0729_MARKER: I = METAL ROD
 CB0729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0729_SP_SET: STAINLESS STEEL ROD
 CB0729_STAMPING: G 1443 1981
 CB0729_MARK LOGO: NGS   
 CB0729_PROJECTION: FLUSH
 CB0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0729+STABILITY: POSITION/ELEVATION WELL
 CB0729_ROD/PIPE-DEPTH: 4.6  meters
 CB0729
 CB0729  HISTORY     - Date     Condition        Report By
 CB0729  HISTORY     - 1981     MONUMENTED       NGS
 CB0729
 CB0729                          STATION DESCRIPTION
 CB0729
 CB0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0729'7.4 KM (4.6 MI) SW FROM MERTZON.
 CB0729'0.1 KM (0.05 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE IN
 CB0729'MERTZON, THENCE 7.3 KM (4.55 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 67,
 CB0729'38.6 METERS (126.6 FT) EAST-NORTHEAST OF THE CENTER OF A GRAVELED ROAD
 CB0729'LEADING SOUTH, 17.8 METERS (58.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 CB0729'OF THE HIGHWAY, 12.0 METERS (39.4 FT) NORTH-NORTHWEST OF THE NEAR RAIL
 CB0729'OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 2.0 METERS (6.6 FT)
 CB0729'WEST-SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CB0729'THROUGH A 5-INCH LOGO CAP.
 CB0729'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0478 ***********************************************************************
 AZ0478  DESIGNATION -  G 1444
 AZ0478  PID         -  AZ0478
 AZ0478  STATE/COUNTY-  TX/EDWARDS
 AZ0478  USGS QUAD   -  CARTA VALLEY SE (1978)
 AZ0478
 AZ0478                         *CURRENT SURVEY CONTROL
 AZ0478  ___________________________________________________________________
 AZ0478* NAD 83(1986)-  29 48 30.     (N)    100 35 49.     (W)     SCALED    
 AZ0478* NAVD 88     -       636.848  (meters)    2089.39   (feet)  ADJUSTED  
 AZ0478  ___________________________________________________________________
 AZ0478  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 AZ0478  DYNAMIC HT  -         635.898 (meters)    2086.28  (feet)  COMP
 AZ0478  MODELED GRAV-     979,130.6   (mgal)                       NAVD 88
 AZ0478
 AZ0478  VERT ORDER  -  FIRST     CLASS II
 AZ0478
 AZ0478.The horizontal coordinates were scaled from a topographic map and have
 AZ0478.an estimated accuracy of +/- 6 seconds.
 AZ0478
 AZ0478.The orthometric height was determined by differential leveling
 AZ0478.and adjusted by the National Geodetic Survey in June 1991..
 AZ0478
 AZ0478.The geoid height was determined by GEOID03.
 AZ0478
 AZ0478.The dynamic height is computed by dividing the NAVD 88
 AZ0478.geopotential number by the normal gravity value computed on the
 AZ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0478.degrees latitude (g = 980.6199 gals.).
 AZ0478
 AZ0478.The modeled gravity was interpolated from observed gravity values.
 AZ0478
 AZ0478;                    North         East    Units  Estimated Accuracy
 AZ0478;SPC TXSC     - 4,219,940.      445,640.      MT  (+/- 180 meters Scaled)
 AZ0478
 AZ0478                          SUPERSEDED SURVEY CONTROL
 AZ0478
 AZ0478.No superseded survey control is available for this station.
 AZ0478
 AZ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT456986(NAD 83)
 AZ0478_MARKER: DB = BENCH MARK DISK
 AZ0478_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0478_SP_SET: ROCK OUTCROP
 AZ0478_STAMPING: G 1444 1981
 AZ0478_MARK LOGO: NGS   
 AZ0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0478+STABILITY: POSITION/ELEVATION WELL
 AZ0478
 AZ0478  HISTORY     - Date     Condition        Report By
 AZ0478  HISTORY     - 1981     MONUMENTED       NGS
 AZ0478
 AZ0478                          STATION DESCRIPTION
 AZ0478
 AZ0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0478'54.4 KM (33.8 MI) SW FROM ROCKSPRINGS.
 AZ0478'54.4 KM (33.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0478'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, 0.4 KM (0.25 MI)
 AZ0478'SOUTHWEST OF A SMALL BRIDGE, IN A 3 BY 9 FT EXPOSED AREA OF
 AZ0478'OUTCROPPING BEDROCK, 31.8 METERS (104.3 FT) SOUTHEAST OF THE
 AZ0478'CENTERLINE OF THE HIGHWAY AND 23.2 METERS (76.1 FT) SOUTHEAST OF A
 AZ0478'FENCE.
 AZ0478'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 AZ0478'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0417 ***********************************************************************
 BO0417  DESIGNATION -  G 1445
 BO0417  PID         -  BO0417
 BO0417  STATE/COUNTY-  TX/EDWARDS
 BO0417  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0417
 BO0417                         *CURRENT SURVEY CONTROL
 BO0417  ___________________________________________________________________
 BO0417* NAD 83(1986)-  30 04 00.     (N)    100 09 03.     (W)     SCALED    
 BO0417* NAVD 88     -       724.530  (meters)    2377.06   (feet)  ADJUSTED  
 BO0417  ___________________________________________________________________
 BO0417  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0417  DYNAMIC HT  -         723.459 (meters)    2373.55  (feet)  COMP
 BO0417  MODELED GRAV-     979,138.7   (mgal)                       NAVD 88
 BO0417
 BO0417  VERT ORDER  -  FIRST     CLASS II
 BO0417
 BO0417.The horizontal coordinates were scaled from a topographic map and have
 BO0417.an estimated accuracy of +/- 6 seconds.
 BO0417
 BO0417.The orthometric height was determined by differential leveling
 BO0417.and adjusted by the National Geodetic Survey in June 1991..
 BO0417
 BO0417.The geoid height was determined by GEOID03.
 BO0417
 BO0417.The dynamic height is computed by dividing the NAVD 88
 BO0417.geopotential number by the normal gravity value computed on the
 BO0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0417.degrees latitude (g = 980.6199 gals.).
 BO0417
 BO0417.The modeled gravity was interpolated from observed gravity values.
 BO0417
 BO0417;                    North         East    Units  Estimated Accuracy
 BO0417;SPC TXSC     - 4,248,070.      489,040.      MT  (+/- 180 meters Scaled)
 BO0417
 BO0417                          SUPERSEDED SURVEY CONTROL
 BO0417
 BO0417.No superseded survey control is available for this station.
 BO0417
 BO0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU890267(NAD 83)
 BO0417_MARKER: DB = BENCH MARK DISK
 BO0417_SETTING: 66 = SET IN ROCK OUTCROP
 BO0417_SP_SET: ROCK OUTCROP
 BO0417_STAMPING: G 1445 1981
 BO0417_MARK LOGO: NGS   
 BO0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0417
 BO0417  HISTORY     - Date     Condition        Report By
 BO0417  HISTORY     - 1981     MONUMENTED       NGS
 BO0417
 BO0417                          STATION DESCRIPTION
 BO0417
 BO0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0417'8.3 KM (5.15 MI) NE FROM ROCKSPRINGS.
 BO0417'8.3 KM (5.15 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0417'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 3 BY 10 FT EXPOSED
 BO0417'AREA OF OUTCROPPING BEDROCK, 16.8 METERS (55.1 FT) SOUTH-SOUTHEAST OF
 BO0417'THE CENTER OF A T-ROAD LEADING NORTHWEST, 15.2 METERS (49.9 FT)
 BO0417'SOUTHWEST OF A UTILITY POLE, 10.4 METERS (34.1 FT) SOUTHEAST OF THE
 BO0417'CENTERLINE OF THE HIGHWAY AND 4.8 METERS (15.7 FT) NORTHWEST OF A
 BO0417'FENCE.
 BO0417'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 BO0417'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0752 ***********************************************************************
 CB0752  DESIGNATION -  G 1446
 CB0752  PID         -  CB0752
 CB0752  STATE/COUNTY-  TX/TOM GREEN
 CB0752  USGS QUAD   -  TWIN BUTTES (1978)
 CB0752
 CB0752                         *CURRENT SURVEY CONTROL
 CB0752  ___________________________________________________________________
 CB0752* NAD 83(1986)-  31 25 56.     (N)    100 30 18.     (W)     SCALED    
 CB0752* NAVD 88     -       587.130  (meters)    1926.28   (feet)  ADJUSTED  
 CB0752  ___________________________________________________________________
 CB0752  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CB0752  DYNAMIC HT  -         586.326 (meters)    1923.64  (feet)  COMP
 CB0752  MODELED GRAV-     979,253.2   (mgal)                       NAVD 88
 CB0752
 CB0752  VERT ORDER  -  FIRST     CLASS II
 CB0752
 CB0752.The horizontal coordinates were scaled from a topographic map and have
 CB0752.an estimated accuracy of +/- 6 seconds.
 CB0752
 CB0752.The orthometric height was determined by differential leveling
 CB0752.and adjusted by the National Geodetic Survey in June 1991..
 CB0752
 CB0752.The geoid height was determined by GEOID03.
 CB0752
 CB0752.The dynamic height is computed by dividing the NAVD 88
 CB0752.geopotential number by the normal gravity value computed on the
 CB0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0752.degrees latitude (g = 980.6199 gals.).
 CB0752
 CB0752.The modeled gravity was interpolated from observed gravity values.
 CB0752
 CB0752;                    North         East    Units  Estimated Accuracy
 CB0752;SPC TX C     - 3,195,740.      683,680.      MT  (+/- 180 meters Scaled)
 CB0752
 CB0752                          SUPERSEDED SURVEY CONTROL
 CB0752
 CB0752.No superseded survey control is available for this station.
 CB0752
 CB0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV569784(NAD 83)
 CB0752_MARKER: I = METAL ROD
 CB0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0752_SP_SET: STAINLESS STEEL ROD
 CB0752_STAMPING: G 1446 1981
 CB0752_MARK LOGO: NGS   
 CB0752_PROJECTION: FLUSH
 CB0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0752_ROD/PIPE-DEPTH: 5.8  meters
 CB0752
 CB0752  HISTORY     - Date     Condition        Report By
 CB0752  HISTORY     - 1981     MONUMENTED       NGS
 CB0752
 CB0752                          STATION DESCRIPTION
 CB0752
 CB0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0752'8.4 KM (5.2 MI) SW FROM SAN ANGELO.
 CB0752'1.0 KM (0.6 MI) NORTH ALONG CHADBOURNE STREET FROM THE ATCHISON,
 CB0752'TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE 7.5 KM
 CB0752'(4.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 67 (BEAUREGARD AVENUE), 0.2
 CB0752'KM (0.1 MI) NORTHEAST OF THE JUNCTION OF LOOP HIGHWAY 306, 40.8 METERS
 CB0752'(134.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES
 CB0752'OF THE HIGHWAY AND 3.1 METERS (10.2 FT) SOUTHEAST OF A UTILITY POLE.
 CB0752'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0752'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST AND FENCE
 CB0752'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1221 ***********************************************************************
 CA1221  DESIGNATION -  G 1447 RESET
 CA1221  PID         -  CA1221
 CA1221  STATE/COUNTY-  TX/MCCULLOCH
 CA1221  USGS QUAD   -  BRADY SOUTH (1987)
 CA1221
 CA1221                         *CURRENT SURVEY CONTROL
 CA1221  ___________________________________________________________________
 CA1221* NAD 83(1986)-  31 04 06.     (N)    099 21 52.     (W)     SCALED    
 CA1221* NAVD 88     -       563.61   (meters)    1849.1    (feet)  RESET     
 CA1221  ___________________________________________________________________
 CA1221  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CA1221
 CA1221  VERT ORDER  -  THIRD
 CA1221
 CA1221.The horizontal coordinates were scaled from a topographic map and have
 CA1221.an estimated accuracy of +/- 6 seconds.
 CA1221
 CA1221.The orthometric height was computed from unverified reset data.
 CA1221
 CA1221.The geoid height was determined by GEOID03.
 CA1221
 CA1221;                    North         East    Units  Estimated Accuracy
 CA1221;SPC TX C     - 3,155,780.      792,460.      MT  (+/- 180 meters Scaled)
 CA1221
 CA1221                          SUPERSEDED SURVEY CONTROL
 CA1221
 CA1221.No superseded survey control is available for this station.
 CA1221
 CA1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV652372(NAD 83)
 CA1221_MARKER: DV = VERTICAL CONTROL DISK
 CA1221_SETTING: 66 = SET IN ROCK OUTCROP
 CA1221_SP_SET: ROCK OUTCROP
 CA1221_STAMPING: G 1447 RESET 1989
 CA1221_MARK LOGO: NGS   
 CA1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA1221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1221+STABILITY: POSITION/ELEVATION WELL
 CA1221
 CA1221  HISTORY     - Date     Condition        Report By
 CA1221  HISTORY     - 1989     MONUMENTED       TXHD
 CA1221
 CA1221                          STATION DESCRIPTION
 CA1221
 CA1221'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1989
 CA1221'2.3 KM (1.40 MI) SOUTHERLY ALONG US HIGHWAYS 87, 190 AND 377 FROM THE
 CA1221'COURTHOUSE IN BRADY, THENCE 5.8 KM (3.60 MI) SOUTHWESTERLY ALONG US
 CA1221'HIGHWAY 190, IN LIMESTONE BEDROCK, 0.2 KM (0.10 MI) SOUTHWEST OF A
 CA1221'SMALL CULVERT, 17.3 M (56.8 FT) NORTH OF A UTILITY POLE, 4.6 M
 CA1221'(15.1 FT) SOUTHEAST OF A FENCE, AND 23.0 M (75.5 FT) SOUTHEAST OF THE
 CA1221'CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0483 ***********************************************************************
 BN0483  DESIGNATION -  G 1448
 BN0483  PID         -  BN0483
 BN0483  STATE/COUNTY-  TX/MENARD
 BN0483  USGS QUAD   -  CHAPMAN DRAW (1987)
 BN0483
 BN0483                         *CURRENT SURVEY CONTROL
 BN0483  ___________________________________________________________________
 BN0483* NAD 83(1986)-  30 57 33.     (N)    099 42 24.     (W)     SCALED    
 BN0483* NAVD 88     -       600.170  (meters)    1969.06   (feet)  ADJUSTED  
 BN0483  ___________________________________________________________________
 BN0483  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BN0483  DYNAMIC HT  -         599.334 (meters)    1966.32  (feet)  COMP
 BN0483  MODELED GRAV-     979,227.3   (mgal)                       NAVD 88
 BN0483
 BN0483  VERT ORDER  -  FIRST     CLASS II
 BN0483
 BN0483.The horizontal coordinates were scaled from a topographic map and have
 BN0483.an estimated accuracy of +/- 6 seconds.
 BN0483
 BN0483.The orthometric height was determined by differential leveling
 BN0483.and adjusted by the National Geodetic Survey in June 1991..
 BN0483
 BN0483.The geoid height was determined by GEOID03.
 BN0483
 BN0483.The dynamic height is computed by dividing the NAVD 88
 BN0483.geopotential number by the normal gravity value computed on the
 BN0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0483.degrees latitude (g = 980.6199 gals.).
 BN0483
 BN0483.The modeled gravity was interpolated from observed gravity values.
 BN0483
 BN0483;                    North         East    Units  Estimated Accuracy
 BN0483;SPC TX C     - 3,143,450.      759,870.      MT  (+/- 180 meters Scaled)
 BN0483
 BN0483                          SUPERSEDED SURVEY CONTROL
 BN0483
 BN0483.No superseded survey control is available for this station.
 BN0483
 BN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV325252(NAD 83)
 BN0483_MARKER: DB = BENCH MARK DISK
 BN0483_SETTING: 66 = SET IN ROCK OUTCROP
 BN0483_SP_SET: ROCK OUTCROP
 BN0483_STAMPING: G 1448 1981
 BN0483_MARK LOGO: NGS   
 BN0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0483+STABILITY: POSITION/ELEVATION WELL
 BN0483
 BN0483  HISTORY     - Date     Condition        Report By
 BN0483  HISTORY     - 1981     MONUMENTED       NGS
 BN0483  HISTORY     - 19951104 GOOD             USPSQD
 BN0483
 BN0483                          STATION DESCRIPTION
 BN0483
 BN0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0483'7.6 KM (4.7 MI) NE FROM MENARD.
 BN0483'7.6 KM (4.7 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS JUNCTION
 BN0483'WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, AT THE TOP OF A
 BN0483'SMALL HIGHWAY CUT BANK, IN A 4 BY 9 FT EXPOSED AREA OF OUTCROPPING
 BN0483'BEDROCK, 25.0 METERS (82.0 FT) EAST OF THE SOUTHWEST END OF THE CUT
 BN0483'BANK, 11.3 METERS (37.1 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 BN0483'HIGHWAY, 6.4 METERS (21.0 FT) NORTH-NORTHWEST OF A FENCE AND 3.2
 BN0483'METERS (10.5 FT) SOUTH-SOUTHEAST OF THE EDGE OF THE CUT BANK.
 BN0483'THE MARK IS 6.4 METERS  NNW FROM A WITNESS POST.
 BN0483'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 BN0483
 BN0483                          STATION RECOVERY (1995)
 BN0483
 BN0483'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0461 ***********************************************************************
 BN0461  DESIGNATION -  G 1449
 BN0461  PID         -  BN0461
 BN0461  STATE/COUNTY-  TX/MENARD
 BN0461  USGS QUAD   -  JULIO DRAW (1970)
 BN0461
 BN0461                         *CURRENT SURVEY CONTROL
 BN0461  ___________________________________________________________________
 BN0461* NAD 83(1986)-  30 43 56.     (N)    099 46 14.     (W)     SCALED    
 BN0461* NAVD 88     -       687.476  (meters)    2255.49   (feet)  ADJUSTED  
 BN0461  ___________________________________________________________________
 BN0461  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BN0461  DYNAMIC HT  -         686.502 (meters)    2252.30  (feet)  COMP
 BN0461  MODELED GRAV-     979,202.7   (mgal)                       NAVD 88
 BN0461
 BN0461  VERT ORDER  -  FIRST     CLASS II
 BN0461
 BN0461.The horizontal coordinates were scaled from a topographic map and have
 BN0461.an estimated accuracy of +/- 6 seconds.
 BN0461
 BN0461.The orthometric height was determined by differential leveling
 BN0461.and adjusted by the National Geodetic Survey in June 1991..
 BN0461
 BN0461.The geoid height was determined by GEOID03.
 BN0461
 BN0461.The dynamic height is computed by dividing the NAVD 88
 BN0461.geopotential number by the normal gravity value computed on the
 BN0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0461.degrees latitude (g = 980.6199 gals.).
 BN0461
 BN0461.The modeled gravity was interpolated from observed gravity values.
 BN0461
 BN0461;                    North         East    Units  Estimated Accuracy
 BN0461;SPC TX C     - 3,118,260.      753,890.      MT  (+/- 180 meters Scaled)
 BN0461
 BN0461                          SUPERSEDED SURVEY CONTROL
 BN0461
 BN0461.No superseded survey control is available for this station.
 BN0461
 BN0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV262001(NAD 83)
 BN0461_MARKER: DB = BENCH MARK DISK
 BN0461_SETTING: 66 = SET IN ROCK OUTCROP
 BN0461_SP_SET: ROCK OUTCROP
 BN0461_STAMPING: G 1449 1982
 BN0461_MARK LOGO: NGS   
 BN0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0461
 BN0461  HISTORY     - Date     Condition        Report By
 BN0461  HISTORY     - 1982     MONUMENTED       NGS
 BN0461  HISTORY     - 1991     GOOD             USPSQD
 BN0461  HISTORY     - 19960806 GOOD             USPSQD
 BN0461
 BN0461                          STATION DESCRIPTION
 BN0461
 BN0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0461'23.9 KM (14.85 MI) SOUT FROM MENARD.
 BN0461'23.9 KM (14.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0461'WITH U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, IN AN EXPOSED AREA
 BN0461'OF BEDROCK AT A HIGHWAY CUT, 89.0 METERS (292.0 FT) NORTH OF THE
 BN0461'CENTER OF A TRACK ROAD, 9.8 METERS (32.2 FT) EAST OF THE CENTERLINE OF
 BN0461'THE HIGHWAY, 7.2 METERS (23.6 FT) NORTHWEST OF A T-FENCE CORNER AND
 BN0461'5.2 METERS (17.1 FT) WEST OF A FENCE.
 BN0461'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BN0461'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 BN0461
 BN0461                          STATION RECOVERY (1991)
 BN0461
 BN0461'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0461'RECOVERED IN GOOD CONDITION.
 BN0461
 BN0461                          STATION RECOVERY (1996)
 BN0461
 BN0461'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0885 ***********************************************************************
 FL0885  DESIGNATION -  G 145
 FL0885  PID         -  FL0885
 FL0885  STATE/COUNTY-  TX/CARSON
 FL0885  USGS QUAD   -  CONWAY (1983)
 FL0885
 FL0885                         *CURRENT SURVEY CONTROL
 FL0885  ___________________________________________________________________
 FL0885* NAD 83(1986)-  35 12 27.     (N)    101 25 02.     (W)     SCALED    
 FL0885* NAVD 88     -      1057.452  (meters)    3469.32   (feet)  ADJUSTED  
 FL0885  ___________________________________________________________________
 FL0885  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL0885  DYNAMIC HT  -        1056.201 (meters)    3465.22  (feet)  COMP
 FL0885  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 FL0885
 FL0885  VERT ORDER  -  FIRST     CLASS II
 FL0885
 FL0885.The horizontal coordinates were scaled from a topographic map and have
 FL0885.an estimated accuracy of +/- 6 seconds.
 FL0885
 FL0885.The orthometric height was determined by differential leveling
 FL0885.and adjusted by the National Geodetic Survey in June 1991..
 FL0885
 FL0885.The geoid height was determined by GEOID03.
 FL0885
 FL0885.The dynamic height is computed by dividing the NAVD 88
 FL0885.geopotential number by the normal gravity value computed on the
 FL0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0885.degrees latitude (g = 980.6199 gals.).
 FL0885
 FL0885.The modeled gravity was interpolated from observed gravity values.
 FL0885
 FL0885;                    North         East    Units  Estimated Accuracy
 FL0885;SPC TX N     - 1,133,960.      207,540.      MT  (+/- 180 meters Scaled)
 FL0885
 FL0885                          SUPERSEDED SURVEY CONTROL
 FL0885
 FL0885  NGVD 29 (??/??/92) 1057.402  (m)         3469.16   (f) ADJ UNCH    1 2
 FL0885
 FL0885.Superseded values are not recommended for survey control.
 FL0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0885.See file dsdata.txt to determine how the superseded data were derived.
 FL0885
 FL0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD799987(NAD 83)
 FL0885_MARKER: DB = BENCH MARK DISK
 FL0885_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FL0885_SP_SET: HEADWALL
 FL0885_STAMPING: G 145 1938
 FL0885_MARK LOGO: CGS   
 FL0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0885+STABILITY: SURFACE MOTION
 FL0885
 FL0885  HISTORY     - Date     Condition        Report By
 FL0885  HISTORY     - 1943     MONUMENTED       CGS
 FL0885  HISTORY     - 1943     GOOD             NGS
 FL0885  HISTORY     - 1984     GOOD             NGS
 FL0885
 FL0885                          STATION DESCRIPTION
 FL0885
 FL0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0885'2.2 MI W FROM CONWAY.
 FL0885'2.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0885'FROM THE STATION AT CONWAY, CARSON COUNTY, 1-3/4 POLES EAST OF
 FL0885'MILEPOST 737, 90 FEET WEST OF THE CROSSING OF A SECTION-LINE DIRT
 FL0885'ROAD, 70 FEET NORTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A
 FL0885'CONCRETE CULVERT UNDER U.S. HIGHWAY 66, 15 FEET SOUTH OF THE
 FL0885'CENTERLINE OF THE HIGHWAY, AND ABOUT 1-1/2 FEET HIGHER THAN THE
 FL0885'HIGHWAY.  A STANDARD DISK, STAMPED G 145 1938.
 FL0885
 FL0885                          STATION RECOVERY (1984)
 FL0885
 FL0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0885'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  21.5 KM (13.35
 FL0885'MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FL0885'INTERSTATE HIGHWAY 27 IN AMARILLO, THENCE 17.7 (11.0 MI) EASTERLY
 FL0885'ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0888 ***********************************************************************
 CA0888  DESIGNATION -  G 1450
 CA0888  PID         -  CA0888
 CA0888  STATE/COUNTY-  TX/COLEMAN
 CA0888  USGS QUAD   -  NOVICE EAST (1987)
 CA0888
 CA0888                         *CURRENT SURVEY CONTROL
 CA0888  ___________________________________________________________________
 CA0888* NAD 83(1986)-  31 58 15.     (N)    099 33 26.     (W)     SCALED    
 CA0888* NAVD 88     -       595.250  (meters)    1952.92   (feet)  ADJUSTED  
 CA0888  ___________________________________________________________________
 CA0888  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CA0888  DYNAMIC HT  -         594.465 (meters)    1950.34  (feet)  COMP
 CA0888  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 CA0888
 CA0888  VERT ORDER  -  FIRST     CLASS II
 CA0888
 CA0888.The horizontal coordinates were scaled from a topographic map and have
 CA0888.an estimated accuracy of +/- 6 seconds.
 CA0888
 CA0888.The orthometric height was determined by differential leveling
 CA0888.and adjusted by the National Geodetic Survey in June 1991..
 CA0888
 CA0888.The geoid height was determined by GEOID03.
 CA0888
 CA0888.The dynamic height is computed by dividing the NAVD 88
 CA0888.geopotential number by the normal gravity value computed on the
 CA0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0888.degrees latitude (g = 980.6199 gals.).
 CA0888
 CA0888.The modeled gravity was interpolated from observed gravity values.
 CA0888
 CA0888;                    North         East    Units  Estimated Accuracy
 CA0888;SPC TX C     - 3,255,700.      773,360.      MT  (+/- 180 meters Scaled)
 CA0888
 CA0888                          SUPERSEDED SURVEY CONTROL
 CA0888
 CA0888.No superseded survey control is available for this station.
 CA0888
 CA0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA473373(NAD 83)
 CA0888_MARKER: I = METAL ROD
 CA0888_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0888+WITH SETTING: INFORMATION.
 CA0888_SP_SET: SHALLOW SET METAL ROD
 CA0888_STAMPING: G 1450 1982
 CA0888_MARK LOGO: NGS   
 CA0888_PROJECTION: FLUSH
 CA0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0888+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0888_ROD/PIPE-DEPTH: 1.2  meters
 CA0888
 CA0888  HISTORY     - Date     Condition        Report By
 CA0888  HISTORY     - 1982     MONUMENTED       NGS
 CA0888  HISTORY     - 20060320 GOOD             USPSQD
 CA0888
 CA0888                          STATION DESCRIPTION
 CA0888
 CA0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0888'18.4 KM (11.45 MI) NW FROM COLEMAN.
 CA0888'18.4 KM (11.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CA0888'JUNCTION WITH U.S. HIGHWAY 283 AT THE NORTH EDGE OF COLEMAN, 0.7 KM
 CA0888'(0.45 MI) NORTHWEST OF A SIDE ROAD LEADING WEST, 18.0 METERS (59.1 FT)
 CA0888'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 5.4 METERS (17.7 FT)
 CA0888'NORTH-NORTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD.  NOTE=REFUSAL
 CA0888'WAS REACHED AT 4.0 FT. ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0888'LOGO CAP.
 CA0888'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0888'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0888
 CA0888                          STATION RECOVERY (2006)
 CA0888
 CA0888'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0888'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
 CA0888' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0842 ***********************************************************************
 CT0842  DESIGNATION -  G 1451
 CT0842  PID         -  CT0842
 CT0842  STATE/COUNTY-  TX/TAYLOR
 CT0842  USGS QUAD   -  POTOSI (1984)
 CT0842
 CT0842                         *CURRENT SURVEY CONTROL
 CT0842  ___________________________________________________________________
 CT0842* NAD 83(1986)-  32 20 54.     (N)    099 44 47.     (W)     SCALED    
 CT0842* NAVD 88     -       564.448  (meters)    1851.86   (feet)  ADJUSTED  
 CT0842  ___________________________________________________________________
 CT0842  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 CT0842  DYNAMIC HT  -         563.712 (meters)    1849.45  (feet)  COMP
 CT0842  MODELED GRAV-     979,317.2   (mgal)                       NAVD 88
 CT0842
 CT0842  VERT ORDER  -  FIRST     CLASS II
 CT0842
 CT0842.The horizontal coordinates were scaled from a topographic map and have
 CT0842.an estimated accuracy of +/- 6 seconds.
 CT0842
 CT0842.The orthometric height was determined by differential leveling
 CT0842.and adjusted by the National Geodetic Survey in June 1991..
 CT0842
 CT0842.The geoid height was determined by GEOID03.
 CT0842
 CT0842.The dynamic height is computed by dividing the NAVD 88
 CT0842.geopotential number by the normal gravity value computed on the
 CT0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0842.degrees latitude (g = 980.6199 gals.).
 CT0842
 CT0842.The modeled gravity was interpolated from observed gravity values.
 CT0842
 CT0842;                    North         East    Units  Estimated Accuracy
 CT0842;SPC TXNC     - 2,076,290.      482,680.      MT  (+/- 180 meters Scaled)
 CT0842
 CT0842                          SUPERSEDED SURVEY CONTROL
 CT0842
 CT0842.No superseded survey control is available for this station.
 CT0842
 CT0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA297792(NAD 83)
 CT0842_MARKER: I = METAL ROD
 CT0842_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0842_SP_SET: STAINLESS STEEL ROD
 CT0842_STAMPING: G 1451 1982
 CT0842_MARK LOGO: NGS   
 CT0842_PROJECTION: FLUSH
 CT0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0842_ROD/PIPE-DEPTH: 4.9  meters
 CT0842
 CT0842  HISTORY     - Date     Condition        Report By
 CT0842  HISTORY     - 1982     MONUMENTED       NGS
 CT0842
 CT0842                          STATION DESCRIPTION
 CT0842
 CT0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0842'12.3 KM (7.65 MI) SOUTH FROM ABILENE.
 CT0842'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0842'STATION IN ABILENE, THENCE 5.3 KM (3.3 MI) SOUTHERLY ALONG THE
 CT0842'SOUTHERN PACIFIC RAILROAD, THENCE 6.0 KM (3.75 MI) SOUTHERLY ALONG
 CT0842'U.S. HIGHWAYS 83 AND 84, 0.5 KM (0.3 MI) SOUTH OF THE CROSSING OF FARM
 CT0842'ROAD 707, 46.8 METERS (156.5 FT) NORTH OF THE CENTER OF A DRIVEWAY
 CT0842'LEADING WEST, 19.2 METERS (63.0 FT) WEST OF THE CENTERLINE OF THE
 CT0842'SOUTH BOUND LANES OF THE HIGHWAY, 10.6 METERS (34.8 FT) NORTH OF A
 CT0842'UTILITY BOX AND T-FENCE CORNER, 3.4 METERS (11.2 FT) WEST-SOUTHWEST OF
 CT0842'A UTILITY POLE AND 1.5 METERS (4.9 FT) SOUTH-SOUTHEAST OF A UTILITY
 CT0842'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0842'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CT0842'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0734 ***********************************************************************
 CV0734  DESIGNATION -  G 1452
 CV0734  PID         -  CV0734
 CV0734  STATE/COUNTY-  TX/MIDLAND
 CV0734  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0734
 CV0734                         *CURRENT SURVEY CONTROL
 CV0734  ___________________________________________________________________
 CV0734* NAD 83(1986)-  32 01 20.     (N)    102 01 21.     (W)     SCALED    
 CV0734* NAVD 88     -       842.637  (meters)    2764.55   (feet)  ADJUSTED  
 CV0734  ___________________________________________________________________
 CV0734  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 CV0734  DYNAMIC HT  -         841.455 (meters)    2760.67  (feet)  COMP
 CV0734  MODELED GRAV-     979,208.3   (mgal)                       NAVD 88
 CV0734
 CV0734  VERT ORDER  -  FIRST     CLASS II
 CV0734
 CV0734.The horizontal coordinates were scaled from a topographic map and have
 CV0734.an estimated accuracy of +/- 6 seconds.
 CV0734
 CV0734.The orthometric height was determined by differential leveling
 CV0734.and adjusted by the National Geodetic Survey in June 1991..
 CV0734
 CV0734.The geoid height was determined by GEOID03.
 CV0734
 CV0734.The dynamic height is computed by dividing the NAVD 88
 CV0734.geopotential number by the normal gravity value computed on the
 CV0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0734.degrees latitude (g = 980.6199 gals.).
 CV0734
 CV0734.The modeled gravity was interpolated from observed gravity values.
 CV0734
 CV0734;                    North         East    Units  Estimated Accuracy
 CV0734;SPC TX C     - 3,262,350.      540,420.      MT  (+/- 180 meters Scaled)
 CV0734
 CV0734                          SUPERSEDED SURVEY CONTROL
 CV0734
 CV0734.No superseded survey control is available for this station.
 CV0734
 CV0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR812467(NAD 83)
 CV0734_MARKER: I = METAL ROD
 CV0734_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CV0734_SP_SET: STAINLESS STEEL ROD
 CV0734_STAMPING: G 1452 1982
 CV0734_MARK LOGO: NGS   
 CV0734_PROJECTION: FLUSH
 CV0734_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0734_ROD/PIPE-DEPTH: 5.5  meters
 CV0734
 CV0734  HISTORY     - Date     Condition        Report By
 CV0734  HISTORY     - 1982     MONUMENTED       NGS
 CV0734  HISTORY     - 20000402 GOOD             LOCSUR
 CV0734
 CV0734                          STATION DESCRIPTION
 CV0734
 CV0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0734'5.5 KM (3.4 MI) NE FROM MIDLAND.
 CV0734'5.5 KM (3.4 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CV0734'FROM THE POST OFFICE IN MIDLAND, 0.3 KM (0.2 MI) NORTHEAST OF A SIDE
 CV0734'ROAD LEADING SOUTHEAST, 18.9 METERS (62.0 FT) SOUTHEAST OF THE
 CV0734'CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 80, 7.9 METERS
 CV0734'(25.9 FT) NORTHWEST OF THE NEAR RAIL, 4.2 METERS (13.8 FT) EAST OF A
 CV0734'UTILITY POLE AND 1.2 METERS (3.9 FT) NORTHEAST OF A UTILITY POLE.
 CV0734'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CV0734'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CV0734'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CV0734
 CV0734                          STATION RECOVERY (2000)
 CV0734
 CV0734'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JW)
 CV0734'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0800 ***********************************************************************
 CU0800  DESIGNATION -  G 1453
 CU0800  PID         -  CU0800
 CU0800  STATE/COUNTY-  TX/HOWARD
 CU0800  USGS QUAD   -  KNOTT SE (1966)
 CU0800
 CU0800                         *CURRENT SURVEY CONTROL
 CU0800  ___________________________________________________________________
 CU0800* NAD 83(1986)-  32 15 36.     (N)    101 30 14.     (W)     SCALED    
 CU0800* NAVD 88     -       752.106  (meters)    2467.53   (feet)  ADJUSTED  
 CU0800  ___________________________________________________________________
 CU0800  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CU0800  DYNAMIC HT  -         751.073 (meters)    2464.15  (feet)  COMP
 CU0800  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 CU0800
 CU0800  VERT ORDER  -  FIRST     CLASS II
 CU0800
 CU0800.The horizontal coordinates were scaled from a topographic map and have
 CU0800.an estimated accuracy of +/- 6 seconds.
 CU0800
 CU0800.The orthometric height was determined by differential leveling
 CU0800.and adjusted by the National Geodetic Survey in June 1991..
 CU0800
 CU0800.The geoid height was determined by GEOID03.
 CU0800
 CU0800.The dynamic height is computed by dividing the NAVD 88
 CU0800.geopotential number by the normal gravity value computed on the
 CU0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0800.degrees latitude (g = 980.6199 gals.).
 CU0800
 CU0800.The modeled gravity was interpolated from observed gravity values.
 CU0800
 CU0800;                    North         East    Units  Estimated Accuracy
 CU0800;SPC TXNC     - 2,069,840.      317,010.      MT  (+/- 180 meters Scaled)
 CU0800
 CU0800                          SUPERSEDED SURVEY CONTROL
 CU0800
 CU0800.No superseded survey control is available for this station.
 CU0800
 CU0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA641720(NAD 83)
 CU0800_MARKER: DB = BENCH MARK DISK
 CU0800_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0800_SP_SET: PIER
 CU0800_STAMPING: G 1453 1982
 CU0800_MARK LOGO: NGS   
 CU0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0800+STABILITY: POSITION/ELEVATION WELL
 CU0800
 CU0800  HISTORY     - Date     Condition        Report By
 CU0800  HISTORY     - 1982     MONUMENTED       NGS
 CU0800
 CU0800                          STATION DESCRIPTION
 CU0800
 CU0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0800'1.3 KM (0.85 MI) SW FROM BIG SPRING.
 CU0800'1.3 KM (0.85 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0800'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, SET VERTICALLY IN THE
 CU0800'NORTHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 2 PIERS OF THE STATE
 CU0800'HIGHWAY 176 (EXIT 176) OVERPASS AND 9.7 METERS (31.8 FT) SOUTHEAST OF
 CU0800'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CU0800'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0430 ***********************************************************************
 BN0430  DESIGNATION -  G 1454
 BN0430  PID         -  BN0430
 BN0430  STATE/COUNTY-  TX/KIMBLE
 BN0430  USGS QUAD   -  TELEGRAPH (1974)
 BN0430
 BN0430                         *CURRENT SURVEY CONTROL
 BN0430  ___________________________________________________________________
 BN0430* NAD 83(1986)-  30 21 28.     (N)    099 53 31.     (W)     SCALED    
 BN0430* NAVD 88     -       556.540  (meters)    1825.91   (feet)  ADJUSTED  
 BN0430  ___________________________________________________________________
 BN0430  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 BN0430  DYNAMIC HT  -         555.745 (meters)    1823.31  (feet)  COMP
 BN0430  MODELED GRAV-     979,195.4   (mgal)                       NAVD 88
 BN0430
 BN0430  VERT ORDER  -  FIRST     CLASS II
 BN0430
 BN0430.The horizontal coordinates were scaled from a topographic map and have
 BN0430.an estimated accuracy of +/- 6 seconds.
 BN0430
 BN0430.The orthometric height was determined by differential leveling
 BN0430.and adjusted by the National Geodetic Survey in June 1991..
 BN0430
 BN0430.The geoid height was determined by GEOID03.
 BN0430
 BN0430.The dynamic height is computed by dividing the NAVD 88
 BN0430.geopotential number by the normal gravity value computed on the
 BN0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0430.degrees latitude (g = 980.6199 gals.).
 BN0430
 BN0430.The modeled gravity was interpolated from observed gravity values.
 BN0430
 BN0430;                    North         East    Units  Estimated Accuracy
 BN0430;SPC TX C     - 3,076,700.      742,430.      MT  (+/- 180 meters Scaled)
 BN0430
 BN0430                          SUPERSEDED SURVEY CONTROL
 BN0430
 BN0430.No superseded survey control is available for this station.
 BN0430
 BN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU142587(NAD 83)
 BN0430_MARKER: I = METAL ROD
 BN0430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0430_SP_SET: STAINLESS STEEL ROD
 BN0430_STAMPING: G 1454 1982
 BN0430_MARK LOGO: NGS   
 BN0430_PROJECTION: FLUSH
 BN0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0430_ROD/PIPE-DEPTH: 6.1  meters
 BN0430
 BN0430  HISTORY     - Date     Condition        Report By
 BN0430  HISTORY     - 1982     MONUMENTED       NGS
 BN0430  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 BN0430
 BN0430                          STATION DESCRIPTION
 BN0430
 BN0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0430'21.3 KM (13.2 MI) SW FROM JUNCTION.
 BN0430'21.3 KM (13.2 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0430'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT A FENCE CORNER,
 BN0430'80.2 METERS (263.1 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 BN0430'HOUSE AND 30.5 METERS (100.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 BN0430'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0430'THE MARK IS 0.4 METERS  NNE FROM  A WITNESS POST AND FENCE
 BN0430'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0430
 BN0430                          STATION RECOVERY (1998)
 BN0430
 BN0430'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0825 ***********************************************************************
 CA0825  DESIGNATION -  G 1455
 CA0825  PID         -  CA0825
 CA0825  STATE/COUNTY-  TX/MCCULLOCH
 CA0825  USGS QUAD   -  MERCURY (1987)
 CA0825
 CA0825                         *CURRENT SURVEY CONTROL
 CA0825  ___________________________________________________________________
 CA0825* NAD 83(1986)-  31 22 41.     (N)    099 10 20.     (W)     SCALED    
 CA0825* NAVD 88     -       464.543  (meters)    1524.09   (feet)  ADJUSTED  
 CA0825  ___________________________________________________________________
 CA0825  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CA0825  DYNAMIC HT  -         463.925 (meters)    1522.06  (feet)  COMP
 CA0825  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 CA0825
 CA0825  VERT ORDER  -  FIRST     CLASS II
 CA0825
 CA0825.The horizontal coordinates were scaled from a topographic map and have
 CA0825.an estimated accuracy of +/- 6 seconds.
 CA0825
 CA0825.The orthometric height was determined by differential leveling
 CA0825.and adjusted by the National Geodetic Survey in June 1991..
 CA0825
 CA0825.The geoid height was determined by GEOID03.
 CA0825
 CA0825.The dynamic height is computed by dividing the NAVD 88
 CA0825.geopotential number by the normal gravity value computed on the
 CA0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0825.degrees latitude (g = 980.6199 gals.).
 CA0825
 CA0825.The modeled gravity was interpolated from observed gravity values.
 CA0825
 CA0825;                    North         East    Units  Estimated Accuracy
 CA0825;SPC TX C     - 3,190,290.      810,440.      MT  (+/- 180 meters Scaled)
 CA0825
 CA0825                          SUPERSEDED SURVEY CONTROL
 CA0825
 CA0825.No superseded survey control is available for this station.
 CA0825
 CA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV836715(NAD 83)
 CA0825_MARKER: I = METAL ROD
 CA0825_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0825+WITH SETTING: INFORMATION.
 CA0825_SP_SET: SHALLOW SET METAL ROD
 CA0825_STAMPING: G 1455 1982
 CA0825_MARK LOGO: NGS   
 CA0825_PROJECTION: FLUSH
 CA0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0825+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0825_ROD/PIPE-DEPTH: 2.4  meters
 CA0825
 CA0825  HISTORY     - Date     Condition        Report By
 CA0825  HISTORY     - 1982     MONUMENTED       NGS
 CA0825  HISTORY     - 20060319 GOOD             USPSQD
 CA0825
 CA0825                          STATION DESCRIPTION
 CA0825
 CA0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0825'31.5 KM (19.55 MI) NE FROM BRADY.
 CA0825'31.5 KM (19.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0825'COURTHOUSE IN BRADY, 0.9 KM (0.55 MI) SOUTHWEST OF A GRAVELED ROAD
 CA0825'LEADING SOUTH, 15.0 METERS (49.2 FT) EAST OF THE CENTERLINE OF THE
 CA0825'HIGHWAY AND 2.7 METERS (8.9 FT) NORTH OF THE CENTER OF A FIELD
 CA0825'ENTRANCE.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM
 CA0825'POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0825'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CA0825'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0825
 CA0825                          STATION RECOVERY (2006)
 CA0825
 CA0825'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0825'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0844 ***********************************************************************
 CA0844  DESIGNATION -  G 1456
 CA0844  PID         -  CA0844
 CA0844  STATE/COUNTY-  TX/BROWN
 CA0844  USGS QUAD   -  BROOKESMITH (1978)
 CA0844
 CA0844                         *CURRENT SURVEY CONTROL
 CA0844  ___________________________________________________________________
 CA0844* NAD 83(1986)-  31 37 19.     (N)    099 01 51.     (W)     SCALED    
 CA0844* NAVD 88     -       464.255  (meters)    1523.14   (feet)  ADJUSTED  
 CA0844  ___________________________________________________________________
 CA0844  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CA0844  DYNAMIC HT  -         463.644 (meters)    1521.14  (feet)  COMP
 CA0844  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 CA0844
 CA0844  VERT ORDER  -  FIRST     CLASS II
 CA0844
 CA0844.The horizontal coordinates were scaled from a topographic map and have
 CA0844.an estimated accuracy of +/- 6 seconds.
 CA0844
 CA0844.The orthometric height was determined by differential leveling
 CA0844.and adjusted by the National Geodetic Survey in June 1991..
 CA0844
 CA0844.The geoid height was determined by GEOID03.
 CA0844
 CA0844.The dynamic height is computed by dividing the NAVD 88
 CA0844.geopotential number by the normal gravity value computed on the
 CA0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0844.degrees latitude (g = 980.6199 gals.).
 CA0844
 CA0844.The modeled gravity was interpolated from observed gravity values.
 CA0844
 CA0844;                    North         East    Units  Estimated Accuracy
 CA0844;SPC TX C     - 3,217,480.      823,570.      MT  (+/- 180 meters Scaled)
 CA0844
 CA0844                          SUPERSEDED SURVEY CONTROL
 CA0844
 CA0844.No superseded survey control is available for this station.
 CA0844
 CA0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV970985(NAD 83)
 CA0844_MARKER: DB = BENCH MARK DISK
 CA0844_SETTING: 66 = SET IN ROCK OUTCROP
 CA0844_SP_SET: ROCK OUTCROP
 CA0844_STAMPING: G 1456 1982
 CA0844_MARK LOGO: NGS   
 CA0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0844+STABILITY: POSITION/ELEVATION WELL
 CA0844
 CA0844  HISTORY     - Date     Condition        Report By
 CA0844  HISTORY     - 1982     MONUMENTED       NGS
 CA0844
 CA0844                          STATION DESCRIPTION
 CA0844
 CA0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0844'13.1 KM (8.15 MI) SW FROM BROWNWOOD.
 CA0844'13.1 KM (8.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0844'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 0.1 KM (0.05 MI)
 CA0844'SOUTHWEST OF A GRAVELED ROAD LEADING EAST, IN THE NORTHEAST END OF A 4
 CA0844'BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 77.7 METERS (254.9 FT)
 CA0844'NORTHEAST OF THE EAST END OF A MULTI-BOX CULVERT, 41.1 METERS (134.8
 CA0844'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 25.9 METERS (85.0
 CA0844'FT) SOUTHEAST OF A FENCE.
 CA0844'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 CA0844'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0863 ***********************************************************************
 CA0863  FBN         -  This is a Federal Base Network Control Station.
 CA0863  DESIGNATION -  G 1457
 CA0863  PID         -  CA0863
 CA0863  STATE/COUNTY-  TX/COLEMAN
 CA0863  USGS QUAD   -  BANGS WEST (1987)
 CA0863
 CA0863                         *CURRENT SURVEY CONTROL
 CA0863  ___________________________________________________________________
 CA0863* NAD 83(1993)-  31 43 39.32057(N)    099 13 30.90715(W)     ADJUSTED  
 CA0863* NAVD 88     -       477.730  (meters)    1567.35   (feet)  ADJUSTED  
 CA0863  ___________________________________________________________________
 CA0863  X           -    -870,579.438 (meters)                     COMP
 CA0863  Y           -  -5,360,150.313 (meters)                     COMP
 CA0863  Z           -   3,335,014.945 (meters)                     COMP
 CA0863  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CA0863  ELLIP HEIGHT-         452.04  (meters)          (05/01/00) GPS OBS
 CA0863  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CA0863  DYNAMIC HT  -         477.103 (meters)    1565.30  (feet)  COMP
 CA0863  MODELED GRAV-     979,312.6   (mgal)                       NAVD 88
 CA0863
 CA0863  HORZ ORDER  -  B
 CA0863  VERT ORDER  -  FIRST     CLASS II
 CA0863  ELLP ORDER  -  THIRD     CLASS I
 CA0863
 CA0863.The horizontal coordinates were established by GPS observations
 CA0863.and adjusted by the National Geodetic Survey in May 1994..
 CA0863
 CA0863.The orthometric height was determined by differential leveling
 CA0863.and adjusted by the National Geodetic Survey in June 1991..
 CA0863
 CA0863.Photographs are available for this station.
 CA0863
 CA0863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA0863
 CA0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0863
 CA0863.The ellipsoidal height was determined by GPS observations
 CA0863.and is referenced to NAD 83.
 CA0863
 CA0863.The geoid height was determined by GEOID03.
 CA0863
 CA0863.The dynamic height is computed by dividing the NAVD 88
 CA0863.geopotential number by the normal gravity value computed on the
 CA0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0863.degrees latitude (g = 980.6199 gals.).
 CA0863
 CA0863.The modeled gravity was interpolated from observed gravity values.
 CA0863
 CA0863;                    North         East     Units Scale Factor Converg.
 CA0863;SPC TX C     - 3,228,994.186   805,008.735   MT  0.99996187   +0 34 14.6
 CA0863;SPC TX C     -10,593,791.76  2,641,099.49   sFT  0.99996187   +0 34 14.6
 CA0863;UTM  14      - 3,510,263.701   478,661.057   MT  0.99960562   -0 07 06.4
 CA0863
 CA0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0863!SPC TX C     -   0.99992902  x   0.99996187  =   0.99989090
 CA0863!UTM  14      -   0.99992902  x   0.99960562  =   0.99953467
 CA0863
 CA0863                          SUPERSEDED SURVEY CONTROL
 CA0863
 CA0863  ELLIP H (05/09/94)  452.09   (m)                       GP(       ) 4 2
 CA0863  NAVD 88 (05/09/94)  477.73   (m)         1567.4    (f) LEVELING    3  
 CA0863
 CA0863.Superseded values are not recommended for survey control.
 CA0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0863.See file dsdata.txt to determine how the superseded data were derived.
 CA0863
 CA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA7866110264(NAD 83)
 CA0863_MARKER: F = FLANGE-ENCASED ROD
 CA0863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0863_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CA0863_STAMPING: G 1457 1982
 CA0863_MARK LOGO: NGS   
 CA0863_PROJECTION: FLUSH
 CA0863_MAGNETIC: I = MARKER IS A STEEL ROD
 CA0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0863+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0863_ROD/PIPE-DEPTH: 2.1  meters
 CA0863
 CA0863  HISTORY     - Date     Condition        Report By
 CA0863  HISTORY     - 1982     MONUMENTED       NGS
 CA0863  HISTORY     - 19930126 GOOD             NGS
 CA0863  HISTORY     - 19970101 GOOD             TXDOT
 CA0863  HISTORY     - 19980217 GOOD             NGS
 CA0863  HISTORY     - 19980319 GOOD             TXDOT
 CA0863  HISTORY     - 19990829 GOOD             NGS
 CA0863  HISTORY     - 20030523 GOOD             NGS
 CA0863  HISTORY     - 20060320 GOOD             USPSQD
 CA0863
 CA0863                          STATION DESCRIPTION
 CA0863
 CA0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0863'24.0 KM (14.9 MI) WEST FROM BROWNWOOD.
 CA0863'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0863'24.0 KM (14.9 MI) WESTERLY ALONG U.S. HIGHWAYS 67 AND 84 FROM ITS
 CA0863'JUNCTION WITH U.S. HIGHWAY 377 IN BROWNWOOD, OR 26.2 KM (16.25 MI)
 CA0863'SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM ITS JUNCTION WITH
 CA0863'STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, 0.3 KM (0.2 MI) EAST
 CA0863'OF A PRIVATE DRIVE LEADING NORTH TO A BRICK HOUSE, 53.3 METERS (174.9
 CA0863'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2.8 METERS (9.2 FT)
 CA0863'EAST OF A HIGHWAY RIGHT-OF-WAY MARKER.  NOTE=REFUSAL WAS REACHED AT
 CA0863'7.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0863'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CA0863
 CA0863                          STATION RECOVERY (1993)
 CA0863
 CA0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CA0863'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) EAST OF SANTA ANNA, 20 KM
 CA0863'(12.40 MI) WEST OF BROWNWOOD, 2.1 KM (1.30 MI) WEST OF THE
 CA0863'COLEMAN-BROWN COUNTY LINE, ALONG U.S. HIGHWAYS 67 AND 84, ALONG THE
 CA0863'NORTH RIGHT-OF-WAY FENCE, ADJACENT TO A FALLOW FIELD.
 CA0863'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 CA0863'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 67, 84 AND 377 ON THE
 CA0863'NORTH SIDE OF BROWNWOOD, GO WEST ON HIGHWAYS 67 AND 84 FOR 14.88 KM
 CA0863'(9.25 MI) TO ITS JUNCTION WITH FARM ROAD 586 ON THE LEFT IN BANGS.
 CA0863'CONTINUE AHEAD FOR 6.93 KM (4.30 MI) TO THE COUNTY LINE NEAR TOP OF
 CA0863'GRADE. CONTINUE AHEAD FOR 2.09 KM (1.30 MI) TO THE STATION ON THE
 CA0863'RIGHT ACROSS THE WIDE RIGHT-OF-WAY.
 CA0863'STATION MARK IS A PUNCH HOLE TOP CENTER OF A DATUM POINT ON A
 CA0863'STAINLESS STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP SURROUNDED BY
 CA0863'CONCRETE FLUSH WITH THE GROUND. IT IS 53.6 M (175.9 FT) NORTHEAST OF,
 CA0863'AND LEVEL WITH THE HIGHWAY CENTER, 0.3 M (1.0 FT) SOUTHWEST OF A
 CA0863'FIBERGLASS WITNESS POST IN THE WIRE FENCE, 3.8 M (12.5 FT) SOUTHEAST
 CA0863'OF THE CENTER ONE OF THREE FENCE POSTS WITH HORIZONTAL PIPE BRACES,
 CA0863'2.9 M (9.5 FT) SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 100.5 M
 CA0863'(329.7 FT) SOUTHEAST OF A T-FENCE CORNER, AND AT A SLIGHT BEND IN THE
 CA0863'FENCE.
 CA0863
 CA0863                          STATION RECOVERY (1997)
 CA0863
 CA0863'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 CA0863'G 1457 IS GOOD.  DESCRIPTION AND -TO REACH- ARE ADEQUATE.
 CA0863
 CA0863                          STATION RECOVERY (1998)
 CA0863
 CA0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CA0863'RECOVERED AS DESCRIBED WITH THIS NOTE.  BY R.G. HAYES  NOTE--THE
 CA0863'PREVIOUS DESCRIPTIONS STATE (59) = STAINLESS STEEL ROD IN SLEEVE, THIS
 CA0863'IS INCORRECT.  THE DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A
 CA0863'STAINLESS STEEL ROD CAP CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 CA0863'WITHOUT SLEEVE, RECESSED ABOUT 10-CM BELOW THE GROUND SURFACE AND
 CA0863'DRIVEN TO A DEPTH OF 2.1 M, (6.9 FT) ENCASED IN A 5-INCH PVC PIPE WITH
 CA0863'NGS LOGO CAP SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND SURFACE.
 CA0863
 CA0863                          STATION RECOVERY (1998)
 CA0863
 CA0863'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CA0863'GOOD.
 CA0863
 CA0863                          STATION RECOVERY (1999)
 CA0863
 CA0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CA0863'RECOVERED AS DESCRIBED.
 CA0863
 CA0863                          STATION RECOVERY (2003)
 CA0863
 CA0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DEB)
 CA0863'RECOVERD AS DESCRIBED.
 CA0863'
 CA0863
 CA0863                          STATION RECOVERY (2006)
 CA0863
 CA0863'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0863'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0728 ***********************************************************************
 CU0728  DESIGNATION -  G 1458
 CU0728  PID         -  CU0728
 CU0728  STATE/COUNTY-  TX/TAYLOR
 CU0728  USGS QUAD   -  MERKEL WEST (1984)
 CU0728
 CU0728                         *CURRENT SURVEY CONTROL
 CU0728  ___________________________________________________________________
 CU0728* NAD 83(1986)-  32 29 04.     (N)    100 06 21.     (W)     SCALED    
 CU0728* NAVD 88     -       587.800  (meters)    1928.47   (feet)  ADJUSTED  
 CU0728  ___________________________________________________________________
 CU0728  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CU0728  DYNAMIC HT  -         587.033 (meters)    1925.96  (feet)  COMP
 CU0728  MODELED GRAV-     979,315.6   (mgal)                       NAVD 88
 CU0728
 CU0728  VERT ORDER  -  FIRST     CLASS II
 CU0728
 CU0728.The horizontal coordinates were scaled from a topographic map and have
 CU0728.an estimated accuracy of +/- 6 seconds.
 CU0728
 CU0728.The orthometric height was determined by differential leveling
 CU0728.and adjusted by the National Geodetic Survey in June 1991..
 CU0728
 CU0728.The geoid height was determined by GEOID03.
 CU0728
 CU0728.The dynamic height is computed by dividing the NAVD 88
 CU0728.geopotential number by the normal gravity value computed on the
 CU0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0728.degrees latitude (g = 980.6199 gals.).
 CU0728
 CU0728.The modeled gravity was interpolated from observed gravity values.
 CU0728
 CU0728;                    North         East    Units  Estimated Accuracy
 CU0728;SPC TXNC     - 2,091,840.      449,080.      MT  (+/- 180 meters Scaled)
 CU0728
 CU0728                          SUPERSEDED SURVEY CONTROL
 CU0728
 CU0728.No superseded survey control is available for this station.
 CU0728
 CU0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA960946(NAD 83)
 CU0728_MARKER: I = METAL ROD
 CU0728_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0728+WITH SETTING: INFORMATION.
 CU0728_SP_SET: SHALLOW SET METAL ROD
 CU0728_STAMPING: G 1458 1982
 CU0728_MARK LOGO: NGS   
 CU0728_PROJECTION: FLUSH
 CU0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0728_ROD/PIPE-DEPTH: 2.1  meters
 CU0728
 CU0728  HISTORY     - Date     Condition        Report By
 CU0728  HISTORY     - 1982     MONUMENTED       NGS
 CU0728  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0728  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0728
 CU0728                          STATION DESCRIPTION
 CU0728
 CU0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0728'29.3 KM (18.2 MI) EAST FROM SWEETWATER.
 CU0728'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0728'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0728'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0728'20.8 KM (12.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, THENCE 4.1 KM
 CU0728'(2.55 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD, 0.3 KM (0.2
 CU0728'MI) EAST OF A GRAVELED ROAD CROSSING, 15.5 METERS (50.6 FT)
 CU0728'SOUTH-SOUTHWEST OF THE CENTER OF A FRONTAGE ROAD, 8.1 METERS (26.6 FT)
 CU0728'NORTH-NORTHEAST OF THE NEAR RAIL AND 1.9 METERS (6.2 FT)
 CU0728'WEST-NORTHWEST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.
 CU0728'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0728'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 CU0728'THE MARK IS 1.5 M BELOW THE TRACKS.
 CU0728
 CU0728                          STATION RECOVERY (1994)
 CU0728
 CU0728'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0728'MARK NOT FOUND.
 CU0728
 CU0728                          STATION RECOVERY (2001)
 CU0728
 CU0728'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0765 ***********************************************************************
 CU0765  DESIGNATION -  G 1459
 CU0765  PID         -  CU0765
 CU0765  STATE/COUNTY-  TX/MITCHELL
 CU0765  USGS QUAD   -  COLORADO CITY (1979)
 CU0765
 CU0765                         *CURRENT SURVEY CONTROL
 CU0765  ___________________________________________________________________
 CU0765* NAD 83(1986)-  32 23 09.     (N)    100 50 14.     (W)     SCALED    
 CU0765* NAVD 88     -       656.098  (meters)    2152.55   (feet)  ADJUSTED  
 CU0765  ___________________________________________________________________
 CU0765  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CU0765  DYNAMIC HT  -         655.223 (meters)    2149.68  (feet)  COMP
 CU0765  MODELED GRAV-     979,283.8   (mgal)                       NAVD 88
 CU0765
 CU0765  VERT ORDER  -  FIRST     CLASS II
 CU0765
 CU0765.The horizontal coordinates were scaled from a topographic map and have
 CU0765.an estimated accuracy of +/- 6 seconds.
 CU0765
 CU0765.The orthometric height was determined by differential leveling
 CU0765.and adjusted by the National Geodetic Survey in June 1991..
 CU0765
 CU0765.The geoid height was determined by GEOID03.
 CU0765
 CU0765.The dynamic height is computed by dividing the NAVD 88
 CU0765.geopotential number by the normal gravity value computed on the
 CU0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0765.degrees latitude (g = 980.6199 gals.).
 CU0765
 CU0765.The modeled gravity was interpolated from observed gravity values.
 CU0765
 CU0765;                    North         East    Units  Estimated Accuracy
 CU0765;SPC TXNC     - 2,082,200.      380,110.      MT  (+/- 180 meters Scaled)
 CU0765
 CU0765                          SUPERSEDED SURVEY CONTROL
 CU0765
 CU0765.No superseded survey control is available for this station.
 CU0765
 CU0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA271846(NAD 83)
 CU0765_MARKER: I = METAL ROD
 CU0765_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0765_SP_SET: STAINLESS STEEL ROD
 CU0765_STAMPING: G 1459 1982
 CU0765_MARK LOGO: NGS   
 CU0765_PROJECTION: FLUSH
 CU0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0765_ROD/PIPE-DEPTH: 4.3  meters
 CU0765
 CU0765  HISTORY     - Date     Condition        Report By
 CU0765  HISTORY     - 1982     MONUMENTED       NGS
 CU0765
 CU0765                          STATION DESCRIPTION
 CU0765
 CU0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0765'IN COLORADO CITY.
 CU0765'IN COLORADO CITY, AT THE JUNCTION OF STATE HIGHWAY 208 AND THE TEXAS
 CU0765'AND PACIFIC RAILROAD, 14.9 METERS (48.9 FT) EAST OF THE CENTERLINE OF
 CU0765'THE HIGHWAY, 14.4 METERS (47.2 FT) SOUTH OF THE NEAR RAIL, 12.3 METERS
 CU0765'(40.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BOX CULVERT AND 0.9
 CU0765'METER (3.0 FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 CU0765'POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0765'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CU0765'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0109 ***********************************************************************
 CE0109  DESIGNATION -  G 146
 CE0109  PID         -  CE0109
 CE0109  STATE/COUNTY-  TX/EL PASO
 CE0109  USGS QUAD   -  EL PASO (1997)
 CE0109
 CE0109                         *CURRENT SURVEY CONTROL
 CE0109  ___________________________________________________________________
 CE0109* NAD 83(1986)-  31 49 07.     (N)    106 24 08.     (W)     SCALED    
 CE0109* NAVD 88     -      1191.232  (meters)    3908.23   (feet)  POSTED    
 CE0109  ___________________________________________________________________
 CE0109  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CE0109  DYNAMIC HT  -        1189.410 (meters)    3902.26  (feet)  COMP
 CE0109  MODELED GRAV-     979,071.6   (mgal)                       NAVD 88
 CE0109
 CE0109  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CE0109
 CE0109.The horizontal coordinates were scaled from a topographic map and have
 CE0109.an estimated accuracy of +/- 6 seconds.
 CE0109
 CE0109.The orthometric height was determined by differential leveling
 CE0109.and adjusted by the National Geodetic Survey in 1992..
 CE0109.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CE0109.rate of 0.0 thru 1.0 mm/km.
 CE0109
 CE0109.The geoid height was determined by GEOID03.
 CE0109
 CE0109.The dynamic height is computed by dividing the NAVD 88
 CE0109.geopotential number by the normal gravity value computed on the
 CE0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0109.degrees latitude (g = 980.6199 gals.).
 CE0109
 CE0109.The modeled gravity was interpolated from observed gravity values.
 CE0109
 CE0109;                    North         East    Units  Estimated Accuracy
 CE0109;SPC TX C     - 3,254,230.      125,700.      MT  (+/- 180 meters Scaled)
 CE0109
 CE0109                          SUPERSEDED SURVEY CONTROL
 CE0109
 CE0109  NGVD 29 (??/??/92) 1190.692  (m)         3906.46   (f) ADJ UNCH    1 2
 CE0109
 CE0109.Superseded values are not recommended for survey control.
 CE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0109.See file dsdata.txt to determine how the superseded data were derived.
 CE0109
 CE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR672211(NAD 83)
 CE0109_MARKER: DB = BENCH MARK DISK
 CE0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0109_STAMPING: G 146 1954
 CE0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0109+STABILITY: SURFACE MOTION
 CE0109
 CE0109  HISTORY     - Date     Condition        Report By
 CE0109  HISTORY     - 1954     MONUMENTED       CGS
 CE0109  HISTORY     - 1967     GOOD             NGS
 CE0109  HISTORY     - 1975     GOOD             NGS
 CE0109
 CE0109                          STATION DESCRIPTION
 CE0109
 CE0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0109'8.55 MI NE FROM EL PASO.
 CE0109'6.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CE0109'UNION STATION AT EL PASO, THENCE 1.7 MILES EAST ALONG THE BIGGS FIELD
 CE0109'ROAD, THENCE 0.5 MILE SOUTH ALONG AN OILED ROAD, 60 FEET WEST OF THE
 CE0109'CENTER LINE OF THE ROAD, 48 FEET SOUTH OF THE CENTER LINE OF A DIRT
 CE0109'ROAD LEADING WEST, 2 FEET EAST OF A FENCE AROUND WELL 19, 3 FEET SOUTH
 CE0109'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CE0109'0.7 FOOT ABOVE THE GROUND.
 CE0109
 CE0109                          STATION RECOVERY (1967)
 CE0109
 CE0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CE0109'RECOVERED IN GOOD CONDITION.
 CE0109
 CE0109                          STATION RECOVERY (1975)
 CE0109
 CE0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CE0109'THIS STATION IS LOCATED SOUTHWEST OF THE INTERSECTION OF AIRPORT ROAD
 CE0109'AND HAAN ROAD ENTRANCE TO FORT BLISS MILITARY RESERVATION. IT IS 30.8
 CE0109'FEET SOUTH OF THE SOUTHERN CURB OF HAAN ROAD, 25.1 FEET WEST OF THE
 CE0109'WESTERN CONCRETE CURB OF AIRPORT ROAD, 10.8 FEET NORTH OF AN
 CE0109'EAST-WEST CHAIN FENCE FORMING A RECESSED ENTRANCE TO WELL 19, AND 4.8
 CE0109'FEET SOUTHEAST OF A SMALL DETERIORATING TREE. THIS STATION IS COVERED
 CE0109'1-2 FEET BY DRIFITING SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0868 ***********************************************************************
 CU0868  DESIGNATION -  G 1460
 CU0868  PID         -  CU0868
 CU0868  STATE/COUNTY-  TX/NOLAN
 CU0868  USGS QUAD   -  INADALE (1969)
 CU0868
 CU0868                         *CURRENT SURVEY CONTROL
 CU0868  ___________________________________________________________________
 CU0868* NAD 83(1986)-  32 30 42.     (N)    100 39 07.     (W)     SCALED    
 CU0868* NAVD 88     -       728.861  (meters)    2391.27   (feet)  ADJUSTED  
 CU0868  ___________________________________________________________________
 CU0868  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CU0868  DYNAMIC HT  -         727.881 (meters)    2388.06  (feet)  COMP
 CU0868  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 CU0868
 CU0868  VERT ORDER  -  FIRST     CLASS II
 CU0868
 CU0868.The horizontal coordinates were scaled from a topographic map and have
 CU0868.an estimated accuracy of +/- 6 seconds.
 CU0868
 CU0868.The orthometric height was determined by differential leveling
 CU0868.and adjusted by the National Geodetic Survey in June 1991..
 CU0868
 CU0868.The geoid height was determined by GEOID03.
 CU0868
 CU0868.The dynamic height is computed by dividing the NAVD 88
 CU0868.geopotential number by the normal gravity value computed on the
 CU0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0868.degrees latitude (g = 980.6199 gals.).
 CU0868
 CU0868.The modeled gravity was interpolated from observed gravity values.
 CU0868
 CU0868;                    North         East    Units  Estimated Accuracy
 CU0868;SPC TXNC     - 2,095,770.      397,820.      MT  (+/- 180 meters Scaled)
 CU0868
 CU0868                          SUPERSEDED SURVEY CONTROL
 CU0868
 CU0868.No superseded survey control is available for this station.
 CU0868
 CU0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA448983(NAD 83)
 CU0868_MARKER: I = METAL ROD
 CU0868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0868_SP_SET: STAINLESS STEEL ROD
 CU0868_STAMPING: G 1460 1982
 CU0868_MARK LOGO: NGS   
 CU0868_PROJECTION: FLUSH
 CU0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0868_ROD/PIPE-DEPTH: 3.7  meters
 CU0868
 CU0868  HISTORY     - Date     Condition        Report By
 CU0868  HISTORY     - 1982     MONUMENTED       NGS
 CU0868
 CU0868                          STATION DESCRIPTION
 CU0868
 CU0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0868'13.3 KM (8.25 MI) NW FROM ROSCOE.
 CU0868'13.3 KM (8.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM THE POST
 CU0868'OFFICE IN ROSCOE, 1.3 KM (0.8 MI) NORTHWEST OF THE JUNCTION OF FARM
 CU0868'ROAD 1982, 0.2 KM (0.1 MI) NORTHWEST OF A GRAVELED ROAD LEADING TO A
 CU0868'WHITE STUCCO FARM HOUSE, 16.8 METERS (55.1 FT) SOUTHWEST OF THE
 CU0868'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 14.4 METERS
 CU0868'(47.2 FT) NORTHEAST OF THE NEAR RAIL OF THE ROSCOE, SNYDER AND PACIFIC
 CU0868'RAILROAD, 1.0 METER (3.3 FT) SOUTHEAST OF A CONCRETE RIGHT-OF-WAY
 CU0868'MARKER AND 0.7 METER (2.3 FT) SOUTHEAST OF A WOODEN RIGHT-OF-WAY
 CU0868'MARKER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0868'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CU0868'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0445 ***********************************************************************
 DP0445  DESIGNATION -  G 1461
 DP0445  PID         -  DP0445
 DP0445  STATE/COUNTY-  TX/GARZA
 DP0445  USGS QUAD   -  SOUTHLAND (1965)
 DP0445
 DP0445                         *CURRENT SURVEY CONTROL
 DP0445  ___________________________________________________________________
 DP0445* NAD 83(1986)-  33 18 04.     (N)    101 30 41.     (W)     SCALED    
 DP0445* NAVD 88     -       910.673  (meters)    2987.77   (feet)  ADJUSTED  
 DP0445  ___________________________________________________________________
 DP0445  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 DP0445  DYNAMIC HT  -         909.486 (meters)    2983.87  (feet)  COMP
 DP0445  MODELED GRAV-     979,303.3   (mgal)                       NAVD 88
 DP0445
 DP0445  VERT ORDER  -  FIRST     CLASS II
 DP0445
 DP0445.The horizontal coordinates were scaled from a topographic map and have
 DP0445.an estimated accuracy of +/- 6 seconds.
 DP0445
 DP0445.The orthometric height was determined by differential leveling
 DP0445.and adjusted by the National Geodetic Survey in June 1991..
 DP0445
 DP0445.The geoid height was determined by GEOID03.
 DP0445
 DP0445.The dynamic height is computed by dividing the NAVD 88
 DP0445.geopotential number by the normal gravity value computed on the
 DP0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0445.degrees latitude (g = 980.6199 gals.).
 DP0445
 DP0445.The modeled gravity was interpolated from observed gravity values.
 DP0445
 DP0445;                    North         East    Units  Estimated Accuracy
 DP0445;SPC TXNC     - 2,185,260.      319,610.      MT  (+/- 180 meters Scaled)
 DP0445
 DP0445                          SUPERSEDED SURVEY CONTROL
 DP0445
 DP0445.No superseded survey control is available for this station.
 DP0445
 DP0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB661874(NAD 83)
 DP0445_MARKER: I = METAL ROD
 DP0445_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DP0445_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DP0445_STAMPING: G 1461 1982
 DP0445_MARK LOGO: NGS   
 DP0445_PROJECTION: FLUSH
 DP0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP0445+STABILITY: POSITION/ELEVATION WELL
 DP0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0445+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0445_ROD/PIPE-DEPTH: 11.6 meters
 DP0445_SLEEVE-DEPTH  : 9.1 meters
 DP0445
 DP0445  HISTORY     - Date     Condition        Report By
 DP0445  HISTORY     - 1982     MONUMENTED       NGS
 DP0445  HISTORY     - 19890630 GOOD             NGS
 DP0445
 DP0445                          STATION DESCRIPTION
 DP0445
 DP0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0445'18.1 KM (11.25 MI) NW FROM POST.
 DP0445'18.1 KM (11.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0445'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 32.0 METERS
 DP0445'(105.0 FT) SOUTH OF THE CENTERLINE OF FARM ROAD 211, 16.5 METERS (54.1
 DP0445'FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 DP0445'HIGHWAY AND 1.5 METERS (4.9 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.
 DP0445'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0445'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 DP0445'THE MARK IS ABOVE LEVEL WITH THE FARM ROAD.
 DP0445
 DP0445                          STATION RECOVERY (1989)
 DP0445
 DP0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0826 ***********************************************************************
 CU0826  DESIGNATION -  G 1462
 CU0826  PID         -  CU0826
 CU0826  STATE/COUNTY-  TX/GARZA
 CU0826  USGS QUAD   -  FLUVANNA (1969)
 CU0826
 CU0826                         *CURRENT SURVEY CONTROL
 CU0826  ___________________________________________________________________
 CU0826* NAD 83(1986)-  32 59 23.     (N)    101 08 28.     (W)     SCALED    
 CU0826* NAVD 88     -       699.333  (meters)    2294.39   (feet)  ADJUSTED  
 CU0826  ___________________________________________________________________
 CU0826  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CU0826  DYNAMIC HT  -         698.442 (meters)    2291.47  (feet)  COMP
 CU0826  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 CU0826
 CU0826  VERT ORDER  -  FIRST     CLASS II
 CU0826
 CU0826.The horizontal coordinates were scaled from a topographic map and have
 CU0826.an estimated accuracy of +/- 6 seconds.
 CU0826
 CU0826.The orthometric height was determined by differential leveling
 CU0826.and adjusted by the National Geodetic Survey in June 1991..
 CU0826
 CU0826.The geoid height was determined by GEOID03.
 CU0826
 CU0826.The dynamic height is computed by dividing the NAVD 88
 CU0826.geopotential number by the normal gravity value computed on the
 CU0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0826.degrees latitude (g = 980.6199 gals.).
 CU0826
 CU0826.The modeled gravity was interpolated from observed gravity values.
 CU0826
 CU0826;                    North         East    Units  Estimated Accuracy
 CU0826;SPC TXNC     - 2,149,820.      353,210.      MT  (+/- 180 meters Scaled)
 CU0826
 CU0826                          SUPERSEDED SURVEY CONTROL
 CU0826
 CU0826.No superseded survey control is available for this station.
 CU0826
 CU0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB999521(NAD 83)
 CU0826_MARKER: I = METAL ROD
 CU0826_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0826+WITH SETTING: INFORMATION.
 CU0826_SP_SET: SHALLOW SET METAL ROD
 CU0826_STAMPING: G 1462 1982
 CU0826_MARK LOGO: NGS   
 CU0826_PROJECTION: FLUSH
 CU0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0826_ROD/PIPE-DEPTH: 2.1  meters
 CU0826
 CU0826  HISTORY     - Date     Condition        Report By
 CU0826  HISTORY     - 1982     MONUMENTED       NGS
 CU0826
 CU0826                          STATION DESCRIPTION
 CU0826
 CU0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0826'32.1 KM (19.95 MI) SE FROM POST.
 CU0826'32.1 KM (19.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0826'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 1.1 KM (0.7 MI)
 CU0826'SOUTHEAST OF THE JUNCTION OF FARM ROAD 1269, 15.0 METERS (49.2 FT)
 CU0826'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 CU0826'HIGHWAY AND 0.9 METER (3.0 FT) NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 CU0826'MARKER.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM
 CU0826'POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0826'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CU0826'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0458 ***********************************************************************
 DP0458  DESIGNATION -  G 1463
 DP0458  PID         -  DP0458
 DP0458  STATE/COUNTY-  TX/GARZA
 DP0458  USGS QUAD   -  POST EAST (1969)
 DP0458
 DP0458                         *CURRENT SURVEY CONTROL
 DP0458  ___________________________________________________________________
 DP0458* NAD 83(1986)-  33 11 28.     (N)    101 22 26.     (W)     SCALED    
 DP0458* NAVD 88     -       791.648  (meters)    2597.27   (feet)  ADJUSTED  
 DP0458  ___________________________________________________________________
 DP0458  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 DP0458  DYNAMIC HT  -         790.629 (meters)    2593.92  (feet)  COMP
 DP0458  MODELED GRAV-     979,324.8   (mgal)                       NAVD 88
 DP0458
 DP0458  VERT ORDER  -  FIRST     CLASS II
 DP0458
 DP0458.The horizontal coordinates were scaled from a topographic map and have
 DP0458.an estimated accuracy of +/- 6 seconds.
 DP0458
 DP0458.The orthometric height was determined by differential leveling
 DP0458.and adjusted by the National Geodetic Survey in June 1991..
 DP0458.WARNING-Repeat measurements at this control monument indicate possible
 DP0458.vertical movement.
 DP0458
 DP0458.The geoid height was determined by GEOID03.
 DP0458
 DP0458.The dynamic height is computed by dividing the NAVD 88
 DP0458.geopotential number by the normal gravity value computed on the
 DP0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0458.degrees latitude (g = 980.6199 gals.).
 DP0458
 DP0458.The modeled gravity was interpolated from observed gravity values.
 DP0458
 DP0458;                    North         East    Units  Estimated Accuracy
 DP0458;SPC TXNC     - 2,172,710.      332,070.      MT  (+/- 180 meters Scaled)
 DP0458
 DP0458                          SUPERSEDED SURVEY CONTROL
 DP0458
 DP0458.No superseded survey control is available for this station.
 DP0458
 DP0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB786749(NAD 83)
 DP0458_MARKER: I = METAL ROD
 DP0458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0458_SP_SET: STAINLESS STEEL ROD
 DP0458_STAMPING: G 1463 1982
 DP0458_MARK LOGO: NGS   
 DP0458_PROJECTION: FLUSH
 DP0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0458+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0458_ROD/PIPE-DEPTH: 11.0 meters
 DP0458
 DP0458  HISTORY     - Date     Condition        Report By
 DP0458  HISTORY     - 1982     MONUMENTED       NGS
 DP0458  HISTORY     - 19890630 GOOD             NGS
 DP0458
 DP0458                          STATION DESCRIPTION
 DP0458
 DP0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0458'IN POST.
 DP0458'IN POST, AT THE JUNCTION OF U.S. HIGHWAY 380 (MAIN STREET) AND THE
 DP0458'SANTA FE RAILROAD, 28.7 METERS (94.2 FT) NORTH OF THE CENTERLINE OF
 DP0458'THE HIGHWAY, 13.3 METERS (43.6 FT) EAST OF THE NEAR RAIL AND 1.0 METER
 DP0458'(3.3 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 DP0458'THROUGH A 5-INCH LOGO CAP.
 DP0458'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 DP0458'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0458
 DP0458                          STATION RECOVERY (1989)
 DP0458
 DP0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1638 ***********************************************************************
 AY1638  DESIGNATION -  G 1464
 AY1638  PID         -  AY1638
 AY1638  STATE/COUNTY-  TX/BEXAR
 AY1638  USGS QUAD   -  CULEBRA HILL (1993)
 AY1638
 AY1638                         *CURRENT SURVEY CONTROL
 AY1638  ___________________________________________________________________
 AY1638* NAD 83(1986)-  29 23 16.     (N)    098 40 24.     (W)     SCALED    
 AY1638* NAVD 88     -       223.254  (meters)     732.46   (feet)  ADJUSTED  
 AY1638  ___________________________________________________________________
 AY1638  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AY1638  DYNAMIC HT  -         222.931 (meters)     731.40  (feet)  COMP
 AY1638  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 AY1638
 AY1638  VERT ORDER  -  FIRST     CLASS II
 AY1638
 AY1638.The horizontal coordinates were scaled from a topographic map and have
 AY1638.an estimated accuracy of +/- 6 seconds.
 AY1638
 AY1638.The orthometric height was determined by differential leveling
 AY1638.and adjusted by the National Geodetic Survey in June 1991..
 AY1638
 AY1638.The geoid height was determined by GEOID03.
 AY1638
 AY1638.The dynamic height is computed by dividing the NAVD 88
 AY1638.geopotential number by the normal gravity value computed on the
 AY1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1638.degrees latitude (g = 980.6199 gals.).
 AY1638
 AY1638.The modeled gravity was interpolated from observed gravity values.
 AY1638
 AY1638;                    North         East    Units  Estimated Accuracy
 AY1638;SPC TXSC     - 4,172,320.      631,710.      MT  (+/- 180 meters Scaled)
 AY1638
 AY1638                          SUPERSEDED SURVEY CONTROL
 AY1638
 AY1638.No superseded survey control is available for this station.
 AY1638
 AY1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT316509(NAD 83)
 AY1638_MARKER: I = METAL ROD
 AY1638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1638_SP_SET: STAINLESS STEEL ROD
 AY1638_STAMPING: G 1464 1982
 AY1638_MARK LOGO: NGS   
 AY1638_PROJECTION: FLUSH
 AY1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1638_ROD/PIPE-DEPTH: 4.9  meters
 AY1638
 AY1638  HISTORY     - Date     Condition        Report By
 AY1638  HISTORY     - 1982     MONUMENTED       NGS
 AY1638  HISTORY     - 19990617 GOOD             USPSQD
 AY1638
 AY1638                          STATION DESCRIPTION
 AY1638
 AY1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1638'20.7 KM (12.85 MI) EAST FROM CASTROVILLE.
 AY1638'20.7 KM (12.85 MI) EASTERLY ALONG U.S. HIGHWAY 90 EASTBOUND FROM THE
 AY1638'JUNCTION OF FARM ROAD 471 NORTH IN CASTROVILLE, ACROSS HIGHWAY 90 AND
 AY1638'ABOUT 4.6 METERS (15.0 FT) EAST NORTHEAST OF A CHARLES WEST ANDERSON
 AY1638'LOOP HIGHWAY EXIT SIGN, 12.5 METERS (41.0 FT) SOUTH SOUTHEAST OF
 AY1638'CENTERLINE OF HIGHWAY FRONTAGE ROAD, 0.37 METERS (1.2 FT) NORTH
 AY1638'NORTHWEST OF A FENCE LINE, 1.8 METERS (6.0 FT) WEST SOUTHWEST OF A
 AY1638'POWERLINE POLE, AND 42.7 METERS (140.0 FT) EAST SOUTHEAST OF THE EAST
 AY1638'END OF A METAL GUARD RAIL OF FRONTAGE ROAD.  NOTE, ROD DRIVEN TO
 AY1638'REFUSAL.
 AY1638'THE MARK IS 0.30 METERS  ENE FROM A WITNESS POST.
 AY1638'THE MARK IS 0.30 M BELOW ROAD.
 AY1638
 AY1638                          STATION RECOVERY (1999)
 AY1638
 AY1638'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1682 ***********************************************************************
 AY1682  DESIGNATION -  G 1465
 AY1682  PID         -  AY1682
 AY1682  STATE/COUNTY-  TX/KENDALL
 AY1682  USGS QUAD   -  RANGER CREEK (1982)
 AY1682
 AY1682                         *CURRENT SURVEY CONTROL
 AY1682  ___________________________________________________________________
 AY1682* NAD 83(1986)-  29 50 57.     (N)    098 46 55.     (W)     SCALED    
 AY1682* NAVD 88     -       504.775  (meters)    1656.08   (feet)  ADJUSTED  
 AY1682  ___________________________________________________________________
 AY1682  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AY1682  DYNAMIC HT  -         504.041 (meters)    1653.67  (feet)  COMP
 AY1682  MODELED GRAV-     979,172.4   (mgal)                       NAVD 88
 AY1682
 AY1682  VERT ORDER  -  FIRST     CLASS II
 AY1682
 AY1682.The horizontal coordinates were scaled from a topographic map and have
 AY1682.an estimated accuracy of +/- 6 seconds.
 AY1682
 AY1682.The orthometric height was determined by differential leveling
 AY1682.and adjusted by the National Geodetic Survey in June 1991..
 AY1682
 AY1682.The geoid height was determined by GEOID03.
 AY1682
 AY1682.The dynamic height is computed by dividing the NAVD 88
 AY1682.geopotential number by the normal gravity value computed on the
 AY1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1682.degrees latitude (g = 980.6199 gals.).
 AY1682
 AY1682.The modeled gravity was interpolated from observed gravity values.
 AY1682
 AY1682;                    North         East    Units  Estimated Accuracy
 AY1682;SPC TXSC     - 4,223,430.      621,070.      MT  (+/- 180 meters Scaled)
 AY1682
 AY1682                          SUPERSEDED SURVEY CONTROL
 AY1682
 AY1682.No superseded survey control is available for this station.
 AY1682
 AY1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU210020(NAD 83)
 AY1682_MARKER: DB = BENCH MARK DISK
 AY1682_SETTING: 66 = SET IN ROCK OUTCROP
 AY1682_SP_SET: ROCK OUTCROP
 AY1682_STAMPING: G 1465 1982
 AY1682_MARK LOGO: NGS   
 AY1682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1682+STABILITY: POSITION/ELEVATION WELL
 AY1682
 AY1682  HISTORY     - Date     Condition        Report By
 AY1682  HISTORY     - 1982     MONUMENTED       NGS
 AY1682  HISTORY     - 1990     GOOD             USPSQD
 AY1682  HISTORY     - 19940309 MARK NOT FOUND   USPSQD
 AY1682
 AY1682                          STATION DESCRIPTION
 AY1682
 AY1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1682'8.5 KM (5.35 MI) NW FROM BOERNE.
 AY1682'4.0 KM (2.5 MI) NORTHWEST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1682'JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 4.5 KM (2.85 MI)
 AY1682'NORTHWEST ALONG THE NORTHEAST FRONTAGE ROAD AT A TRACK ROAD LEADING
 AY1682'NORTHEAST, 10.6 METERS (35.0 FT) NORTH NORTHEAST OF THE CENTERLINE OF
 AY1682'THE FRONTAGE ROAD, 23.7 METERS (78.0 FTS) WEST NORTHWEST OF THE CENTER
 AY1682'OF A TRACK ROAD LEADING NORTHEAST THROUGH A WIRE GATE, 13.2 METERS
 AY1682'(43.5 FT) WEST NORTHWEST OF A CONCRETE RIGHT OF WAY POST, AND
 AY1682'4.7 METERS (15.5 FT) WEST SOUTHWEST OF A FENCELINE.
 AY1682'THE MARK IS 4.6 METERS  WSW FROM A WITNESS POST.
 AY1682'THE MARK IS 1.0 M ABOVE FRONTAGE ROAD.
 AY1682
 AY1682                          STATION RECOVERY (1990)
 AY1682
 AY1682'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1682'RECOVERED IN GOOD CONDITION.
 AY1682
 AY1682                          STATION RECOVERY (1994)
 AY1682
 AY1682'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0504 ***********************************************************************
 BN0504  DESIGNATION -  G 1466
 BN0504  PID         -  BN0504
 BN0504  STATE/COUNTY-  TX/KERR
 BN0504  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0504
 BN0504                         *CURRENT SURVEY CONTROL
 BN0504  ___________________________________________________________________
 BN0504* NAD 83(1986)-  30 05 23.     (N)    098 55 31.     (W)     SCALED    
 BN0504* NAVD 88     -       632.181  (meters)    2074.08   (feet)  ADJUSTED  
 BN0504  ___________________________________________________________________
 BN0504  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 BN0504  DYNAMIC HT  -         631.280 (meters)    2071.12  (feet)  COMP
 BN0504  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 BN0504
 BN0504  VERT ORDER  -  FIRST     CLASS II
 BN0504
 BN0504.The horizontal coordinates were scaled from a topographic map and have
 BN0504.an estimated accuracy of +/- 6 seconds.
 BN0504
 BN0504.The orthometric height was determined by differential leveling
 BN0504.and adjusted by the National Geodetic Survey in June 1991..
 BN0504
 BN0504.The geoid height was determined by GEOID03.
 BN0504
 BN0504.The dynamic height is computed by dividing the NAVD 88
 BN0504.geopotential number by the normal gravity value computed on the
 BN0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0504.degrees latitude (g = 980.6199 gals.).
 BN0504
 BN0504.The modeled gravity was interpolated from observed gravity values.
 BN0504
 BN0504;                    North         East    Units  Estimated Accuracy
 BN0504;SPC TXSC     - 4,250,080.      607,200.      MT  (+/- 180 meters Scaled)
 BN0504
 BN0504                          SUPERSEDED SURVEY CONTROL
 BN0504
 BN0504.No superseded survey control is available for this station.
 BN0504
 BN0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU072287(NAD 83)
 BN0504_MARKER: DB = BENCH MARK DISK
 BN0504_SETTING: 66 = SET IN ROCK OUTCROP
 BN0504_SP_SET: ROCK OUTCROP
 BN0504_STAMPING: G 1466 1982
 BN0504_MARK LOGO: NGS   
 BN0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0504+STABILITY: POSITION/ELEVATION WELL
 BN0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0504+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 BN0504
 BN0504  HISTORY     - Date     Condition        Report By
 BN0504  HISTORY     - 1982     MONUMENTED       NGS
 BN0504  HISTORY     - 20050303 GOOD             USPSQD
 BN0504  HISTORY     - 20051102 MARK NOT FOUND   USPSQD
 BN0504
 BN0504                          STATION DESCRIPTION
 BN0504
 BN0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0504'12.2 KM (8.05 MI) NORTH FROM COMFORT.
 BN0504'12.9 KM (8.05 MI) NORTH ALONG U.S. HIGHWAY FROM THE JUNCTION OF
 BN0504'INTERSTATE HIGHWAY 10 IN COMFORT, AND ALSO 0.6 KM (0.4 MI) NORTH OF A
 BN0504'GRAVEL ROAD WITH A METAL GATE LEADING EAST, SET IN TOP OF A LARGE AREA
 BN0504'OF BEDROCK FLUSH WITH THE GROUND AND ABOUT 91.4 METERS (300.0 FT)
 BN0504'NORTHEAST AND ACROSS THE HIGHWAY FROM A REDWOOD GATE ON THE WEST SIDE
 BN0504'OF THE HIGHWAY, 20.4 METERS (67.0 FT) EAST OF THE CENTERLINE OF THE
 BN0504'HIGHWAY, 41.6 METERS (136.5 FT) SOUTHWEST OF A T JUNCTION CORNER FENCE
 BN0504'POST, 26.3 METERS (86.5 FT) WEST OF THE RIGHT OF WAY FENCE,
 BN0504'23.1 METERS (76.0 FT) NORTHWEST OF A 0.3 METER (0.1 FT) IN DIAMETER
 BN0504'OAK TREE.
 BN0504'THE MARK IS 26.2 METERS  W FROM A WITNESS POST.
 BN0504'THE MARK IS ABOVE LEVEL WITH HIGHWAY 87.
 BN0504
 BN0504                          STATION RECOVERY (2005)
 BN0504
 BN0504'RECOVERY NOTE BY US POWER SQUADRON 2005 (SD)
 BN0504'RECOVERED IN GOOD CONDITION.
 BN0504
 BN0504                          STATION RECOVERY (2005)
 BN0504
 BN0504'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0532 ***********************************************************************
 BN0532  DESIGNATION -  G 1467
 BN0532  PID         -  BN0532
 BN0532  STATE/COUNTY-  TX/GILLESPIE
 BN0532  USGS QUAD   -  CHERRY MOUNTAIN (1967)
 BN0532
 BN0532                         *CURRENT SURVEY CONTROL
 BN0532  ___________________________________________________________________
 BN0532* NAD 83(1986)-  30 23 54.     (N)    098 58 08.     (W)     SCALED    
 BN0532* NAVD 88     -       656.947  (meters)    2155.33   (feet)  ADJUSTED  
 BN0532  ___________________________________________________________________
 BN0532  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 BN0532  DYNAMIC HT  -         656.022 (meters)    2152.30  (feet)  COMP
 BN0532  MODELED GRAV-     979,210.1   (mgal)                       NAVD 88
 BN0532
 BN0532  VERT ORDER  -  FIRST     CLASS II
 BN0532
 BN0532.The horizontal coordinates were scaled from a topographic map and have
 BN0532.an estimated accuracy of +/- 6 seconds.
 BN0532
 BN0532.The orthometric height was determined by differential leveling
 BN0532.and adjusted by the National Geodetic Survey in June 1991..
 BN0532
 BN0532.The geoid height was determined by GEOID03.
 BN0532
 BN0532.The dynamic height is computed by dividing the NAVD 88
 BN0532.geopotential number by the normal gravity value computed on the
 BN0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0532.degrees latitude (g = 980.6199 gals.).
 BN0532
 BN0532.The modeled gravity was interpolated from observed gravity values.
 BN0532
 BN0532;                    North         East    Units  Estimated Accuracy
 BN0532;SPC TX C     - 3,081,910.      831,110.      MT  (+/- 180 meters Scaled)
 BN0532
 BN0532                          SUPERSEDED SURVEY CONTROL
 BN0532
 BN0532.No superseded survey control is available for this station.
 BN0532
 BN0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU029629(NAD 83)
 BN0532_MARKER: I = METAL ROD
 BN0532_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BN0532_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BN0532_STAMPING: G 1467 1982
 BN0532_MARK LOGO: NGS   
 BN0532_PROJECTION: RECESSED 3 CENTIMETERS
 BN0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0532+STABILITY: POSITION/ELEVATION WELL
 BN0532_ROD/PIPE-DEPTH: 9.3  meters
 BN0532_SLEEVE-DEPTH  : 8.2 meters
 BN0532
 BN0532  HISTORY     - Date     Condition        Report By
 BN0532  HISTORY     - 1982     MONUMENTED       NGS
 BN0532  HISTORY     - 19930514 GOOD             USPSQD
 BN0532  HISTORY     - 19960309 GOOD             USPSQD
 BN0532
 BN0532                          STATION DESCRIPTION
 BN0532
 BN0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0532'18.2 KM (11.35 MI) NW FROM FREDERICKSBURG.
 BN0532'18.2 KM (11.35 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE JUNCTION
 BN0532'OF U.S. HIGHWAY 290 AND WASHINGTON STREET IN FREDERICKSBURG, AND ALSO
 BN0532'14.7 KM (9.15 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION
 BN0532'OF FARM ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, AT ABOUT
 BN0532'91.4 METERS (300 FT) NORTH OF THE JUNCTION OF FARM ROAD 648,
 BN0532'31.6 METERS (104.0 FT) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 87,
 BN0532'87.4 METERS (287.0 FT) NORTHWEST OF THE CENTERLINE OF FARM ROAD 648,
 BN0532'49.9 METERS (164.0 FT) NORTHWEST OF THE NORTHEAST CORNER OF A GULF
 BN0532'SERVICE STATION, 18.8 METERS (62.0 FT) NORTHWEST OF THE NORTHWEST END
 BN0532'OF A ROCK FENCE, 27.1 METERS (89.0 FT) SOUTHEAST OF A POWER POLE AND
 BN0532'AT A POINT WHERE THE POWERLINE CROSSES THE HIGHWAY, 5.1 METERS
 BN0532'(17.0 FT) SOUTHEAST OF THE CENTER OF A METAL GATE, 3.3 METERS
 BN0532'(11.0 FT) SOUTHEAST OF A CORNER FENCE POST, AND 14.0 METERS (46.0 FT)
 BN0532'EAST OF THE NORTHEAST CORNER OF A STORM CELLAR.
 BN0532'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BN0532'THE MARK IS 0.6 M ABOVE HIGHWAY.
 BN0532
 BN0532                          STATION RECOVERY (1993)
 BN0532
 BN0532'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0532'RECOVERED IN GOOD CONDITION.
 BN0532
 BN0532                          STATION RECOVERY (1996)
 BN0532
 BN0532'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0431 ***********************************************************************
 DP0431  DESIGNATION -  G 1468
 DP0431  PID         -  DP0431
 DP0431  STATE/COUNTY-  TX/LUBBOCK
 DP0431  USGS QUAD   -  SLATON (1975)
 DP0431
 DP0431                         *CURRENT SURVEY CONTROL
 DP0431  ___________________________________________________________________
 DP0431* NAD 83(1986)-  33 28 00.     (N)    101 40 58.     (W)     SCALED    
 DP0431* NAVD 88     -       948.434  (meters)    3111.65   (feet)  ADJUSTED  
 DP0431  ___________________________________________________________________
 DP0431  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 DP0431  DYNAMIC HT  -         947.215 (meters)    3107.65  (feet)  COMP
 DP0431  MODELED GRAV-     979,319.4   (mgal)                       NAVD 88
 DP0431
 DP0431  VERT ORDER  -  FIRST     CLASS II
 DP0431
 DP0431.The horizontal coordinates were scaled from a topographic map and have
 DP0431.an estimated accuracy of +/- 6 seconds.
 DP0431
 DP0431.The orthometric height was determined by differential leveling
 DP0431.and adjusted by the National Geodetic Survey in June 1991..
 DP0431
 DP0431.The geoid height was determined by GEOID03.
 DP0431
 DP0431.The dynamic height is computed by dividing the NAVD 88
 DP0431.geopotential number by the normal gravity value computed on the
 DP0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0431.degrees latitude (g = 980.6199 gals.).
 DP0431
 DP0431.The modeled gravity was interpolated from observed gravity values.
 DP0431
 DP0431;                    North         East    Units  Estimated Accuracy
 DP0431;SPC TXNC     - 2,204,090.      304,210.      MT  (+/- 180 meters Scaled)
 DP0431
 DP0431                          SUPERSEDED SURVEY CONTROL
 DP0431
 DP0431.No superseded survey control is available for this station.
 DP0431
 DP0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC506062(NAD 83)
 DP0431_MARKER: I = METAL ROD
 DP0431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0431_SP_SET: STAINLESS STEEL ROD
 DP0431_STAMPING: G 1468 1982
 DP0431_MARK LOGO: NGS   
 DP0431_PROJECTION: FLUSH
 DP0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0431+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0431_ROD/PIPE-DEPTH: 6.1  meters
 DP0431
 DP0431  HISTORY     - Date     Condition        Report By
 DP0431  HISTORY     - 1982     MONUMENTED       NGS
 DP0431  HISTORY     - 19890630 GOOD             NGS
 DP0431  HISTORY     - 19970327 MARK NOT FOUND   NGS
 DP0431
 DP0431                          STATION DESCRIPTION
 DP0431
 DP0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0431'19.9 KM (12.35 MI) SE FROM LUBBOCK.
 DP0431'9.6 KM (5.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0431'RAILROAD STATION IN LUBBOCK, THENCE 10.3 KM (6.4 MI) SOUTHEASTERLY
 DP0431'ALONG U.S. HIGHWAY 84, 10.9 METERS (35.8 FT) SOUTHWEST OF THE
 DP0431'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 0.5 METER
 DP0431'(1.6 FT) NORTHEAST OF THE SOUTHWEST LEG OF A HIGHWAY INFORMATION SIGN
 DP0431'(DOWNTOWN SLATON EXIT 1 MILE).  NOTE=ACCESS TO THE DATUM POINT IS
 DP0431'THROUGH A 5-INCH LOGO CAP.
 DP0431'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 DP0431'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0431
 DP0431                          STATION RECOVERY (1989)
 DP0431
 DP0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0431'RECOVERED IN GOOD CONDITION.
 DP0431
 DP0431                          STATION RECOVERY (1997)
 DP0431
 DP0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0431'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0672 ***********************************************************************
 DQ0672  DESIGNATION -  G 1469
 DQ0672  PID         -  DQ0672
 DQ0672  STATE/COUNTY-  TX/LUBBOCK
 DQ0672  USGS QUAD   -  WOLFFORTH NE (1985)
 DQ0672
 DQ0672                         *CURRENT SURVEY CONTROL
 DQ0672  ___________________________________________________________________
 DQ0672* NAD 83(1986)-  33 42 25.     (N)    102 01 10.     (W)     SCALED    
 DQ0672* NAVD 88     -      1009.620  (meters)    3312.39   (feet)  ADJUSTED  
 DQ0672  ___________________________________________________________________
 DQ0672  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 DQ0672  DYNAMIC HT  -        1008.309 (meters)    3308.09  (feet)  COMP
 DQ0672  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 DQ0672
 DQ0672  VERT ORDER  -  FIRST     CLASS II
 DQ0672
 DQ0672.The horizontal coordinates were scaled from a topographic map and have
 DQ0672.an estimated accuracy of +/- 6 seconds.
 DQ0672
 DQ0672.The orthometric height was determined by differential leveling
 DQ0672.and adjusted by the National Geodetic Survey in June 1991..
 DQ0672
 DQ0672.The geoid height was determined by GEOID03.
 DQ0672
 DQ0672.The dynamic height is computed by dividing the NAVD 88
 DQ0672.geopotential number by the normal gravity value computed on the
 DQ0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0672.degrees latitude (g = 980.6199 gals.).
 DQ0672
 DQ0672.The modeled gravity was interpolated from observed gravity values.
 DQ0672
 DQ0672;                    North         East    Units  Estimated Accuracy
 DQ0672;SPC TXNC     - 2,231,720.      273,830.      MT  (+/- 180 meters Scaled)
 DQ0672
 DQ0672                          SUPERSEDED SURVEY CONTROL
 DQ0672
 DQ0672.No superseded survey control is available for this station.
 DQ0672
 DQ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT762336(NAD 83)
 DQ0672_MARKER: I = METAL ROD
 DQ0672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0672_SP_SET: STAINLESS STEEL ROD
 DQ0672_STAMPING: G 1469 1982
 DQ0672_MARK LOGO: NGS   
 DQ0672_PROJECTION: FLUSH
 DQ0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0672_ROD/PIPE-DEPTH: 7.3  meters
 DQ0672
 DQ0672  HISTORY     - Date     Condition        Report By
 DQ0672  HISTORY     - 1982     MONUMENTED       NGS
 DQ0672
 DQ0672                          STATION DESCRIPTION
 DQ0672
 DQ0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0672'21.8 KM (13.55 MI) NW FROM LUBBOCK.
 DQ0672'15.9 KM (9.9 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DQ0672'RAILROAD STATION IN LUBBOCK, THENCE 5.9 KM (3.65 MI) NORTHWESTERLY
 DQ0672'ALONG U.S. HIGHWAY 84, 16.8 METERS (55.1 FT) SOUTHWEST OF THE
 DQ0672'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 0.9 METER
 DQ0672'(3.0 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 DQ0672'IS THROUGH A 5-INCH LOGO CAP.
 DQ0672'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DQ0672'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1125 ***********************************************************************
 BY1125  DESIGNATION -  G 147
 BY1125  PID         -  BY1125
 BY1125  STATE/COUNTY-  TX/RUSK
 BY1125  USGS QUAD   -  MOUNT ENTERPRISE (1984)
 BY1125
 BY1125                         *CURRENT SURVEY CONTROL
 BY1125  ___________________________________________________________________
 BY1125* NAD 83(1986)-  31 57 59.     (N)    094 42 11.     (W)     SCALED    
 BY1125* NAVD 88     -       118.523  (meters)     388.85   (feet)  ADJUSTED  
 BY1125  ___________________________________________________________________
 BY1125  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BY1125  DYNAMIC HT  -         118.381 (meters)     388.39  (feet)  COMP
 BY1125  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 BY1125
 BY1125  VERT ORDER  -  SECOND    CLASS 0
 BY1125
 BY1125.The horizontal coordinates were scaled from a topographic map and have
 BY1125.an estimated accuracy of +/- 6 seconds.
 BY1125
 BY1125.The orthometric height was determined by differential leveling
 BY1125.and adjusted by the National Geodetic Survey in June 1991..
 BY1125
 BY1125.The geoid height was determined by GEOID03.
 BY1125
 BY1125.The dynamic height is computed by dividing the NAVD 88
 BY1125.geopotential number by the normal gravity value computed on the
 BY1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1125.degrees latitude (g = 980.6199 gals.).
 BY1125
 BY1125.The modeled gravity was interpolated from observed gravity values.
 BY1125
 BY1125;                    North         East    Units  Estimated Accuracy
 BY1125;SPC TXNC     - 2,039,720.      958,860.      MT  (+/- 180 meters Scaled)
 BY1125
 BY1125                          SUPERSEDED SURVEY CONTROL
 BY1125
 BY1125  NGVD 29 (??/??/92)  118.530  (m)          388.88   (f) ADJ UNCH    2 0
 BY1125
 BY1125.Superseded values are not recommended for survey control.
 BY1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1125.See file dsdata.txt to determine how the superseded data were derived.
 BY1125
 BY1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR390379(NAD 83)
 BY1125_MARKER: DB = BENCH MARK DISK
 BY1125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1125_SP_SET: BRIDGE
 BY1125_STAMPING: G 147 1938
 BY1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1125
 BY1125  HISTORY     - Date     Condition        Report By
 BY1125  HISTORY     - 1938     MONUMENTED       CGS
 BY1125  HISTORY     - 1943     GOOD             NGS
 BY1125
 BY1125                          STATION DESCRIPTION
 BY1125
 BY1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BY1125'3.2 MI S FROM MINDEN.
 BY1125'3.2 MILES SOUTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE AT MINDEN,
 BY1125'RUSK COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE SOUTH WING WALL,
 BY1125'12 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 6 INCHES
 BY1125'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 147 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0530 ***********************************************************************
 EO0530  DESIGNATION -  G 1470
 EO0530  PID         -  EO0530
 EO0530  STATE/COUNTY-  TX/BAILEY
 EO0530  USGS QUAD   -  PROGRESS (1963)
 EO0530
 EO0530                         *CURRENT SURVEY CONTROL
 EO0530  ___________________________________________________________________
 EO0530* NAD 83(1986)-  34 18 16.     (N)    102 52 00.     (W)     SCALED    
 EO0530* NAVD 88     -      1205.255  (meters)    3954.24   (feet)  ADJUSTED  
 EO0530  ___________________________________________________________________
 EO0530  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 EO0530  DYNAMIC HT  -        1203.693 (meters)    3949.12  (feet)  COMP
 EO0530  MODELED GRAV-     979,297.4   (mgal)                       NAVD 88
 EO0530
 EO0530  VERT ORDER  -  FIRST     CLASS II
 EO0530
 EO0530.The horizontal coordinates were scaled from a topographic map and have
 EO0530.an estimated accuracy of +/- 6 seconds.
 EO0530
 EO0530.The orthometric height was determined by differential leveling
 EO0530.and adjusted by the National Geodetic Survey in June 1991..
 EO0530
 EO0530.The geoid height was determined by GEOID03.
 EO0530
 EO0530.The dynamic height is computed by dividing the NAVD 88
 EO0530.geopotential number by the normal gravity value computed on the
 EO0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0530.degrees latitude (g = 980.6199 gals.).
 EO0530
 EO0530.The modeled gravity was interpolated from observed gravity values.
 EO0530
 EO0530;                    North         East    Units  Estimated Accuracy
 EO0530;SPC TXNC     - 2,300,880.      198,100.      MT  (+/- 180 meters Scaled)
 EO0530
 EO0530                          SUPERSEDED SURVEY CONTROL
 EO0530
 EO0530.No superseded survey control is available for this station.
 EO0530
 EO0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT963979(NAD 83)
 EO0530_MARKER: I = METAL ROD
 EO0530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0530_SP_SET: STAINLESS STEEL ROD
 EO0530_STAMPING: G 1470 1982
 EO0530_MARK LOGO: NGS   
 EO0530_PROJECTION: FLUSH
 EO0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0530_ROD/PIPE-DEPTH: 4.9  meters
 EO0530
 EO0530  HISTORY     - Date     Condition        Report By
 EO0530  HISTORY     - 1982     MONUMENTED       NGS
 EO0530
 EO0530                          STATION DESCRIPTION
 EO0530
 EO0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0530'15.7 KM (9.75 MI) NW FROM MULESHOE.
 EO0530'15.7 KM (9.75 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM
 EO0530'THEIR JUNCTION IN MULESHOE, 0.6 KM (0.35 MI) SOUTHEAST OF RAILROAD
 EO0530'MILEPOST 12, 0.3 KM (0.2 MI) NORTHWEST OF A CROSSROADS, 16.0 METERS
 EO0530'(52.5 FT) NORTH OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EO0530'HIGHWAY, 13.9 METERS (45.6 FT) SOUTH OF THE NEAR RAIL OF THE SANTA FE
 EO0530'RAILROAD AND 1.8 METERS (5.9 FT) NORTH OF UTILITY POLE NUMBER 4.
 EO0530'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0530'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EO0530'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0647 ***********************************************************************
 DQ0647  DESIGNATION -  G 1471
 DQ0647  PID         -  DQ0647
 DQ0647  STATE/COUNTY-  TX/LAMB
 DQ0647  USGS QUAD   -  BULL LAKE (1981)
 DQ0647
 DQ0647                         *CURRENT SURVEY CONTROL
 DQ0647  ___________________________________________________________________
 DQ0647* NAD 83(1986)-  33 59 07.     (N)    102 24 13.     (W)     SCALED    
 DQ0647* NAVD 88     -      1107.808  (meters)    3634.53   (feet)  ADJUSTED  
 DQ0647  ___________________________________________________________________
 DQ0647  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 DQ0647  DYNAMIC HT  -        1106.371 (meters)    3629.82  (feet)  COMP
 DQ0647  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 DQ0647
 DQ0647  VERT ORDER  -  FIRST     CLASS II
 DQ0647
 DQ0647.The horizontal coordinates were scaled from a topographic map and have
 DQ0647.an estimated accuracy of +/- 6 seconds.
 DQ0647
 DQ0647.The orthometric height was determined by differential leveling
 DQ0647.and adjusted by the National Geodetic Survey in June 1991..
 DQ0647
 DQ0647.The geoid height was determined by GEOID03.
 DQ0647
 DQ0647.The dynamic height is computed by dividing the NAVD 88
 DQ0647.geopotential number by the normal gravity value computed on the
 DQ0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0647.degrees latitude (g = 980.6199 gals.).
 DQ0647
 DQ0647.The modeled gravity was interpolated from observed gravity values.
 DQ0647
 DQ0647;                    North         East    Units  Estimated Accuracy
 DQ0647;SPC TXNC     - 2,263,830.      239,390.      MT  (+/- 180 meters Scaled)
 DQ0647
 DQ0647                          SUPERSEDED SURVEY CONTROL
 DQ0647
 DQ0647.No superseded survey control is available for this station.
 DQ0647
 DQ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT398635(NAD 83)
 DQ0647_MARKER: I = METAL ROD
 DQ0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0647_SP_SET: STAINLESS STEEL ROD
 DQ0647_STAMPING: G 1471 1982
 DQ0647_MARK LOGO: NGS   
 DQ0647_PROJECTION: FLUSH
 DQ0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0647_ROD/PIPE-DEPTH: 6.1  meters
 DQ0647
 DQ0647  HISTORY     - Date     Condition        Report By
 DQ0647  HISTORY     - 1982     MONUMENTED       NGS
 DQ0647
 DQ0647                          STATION DESCRIPTION
 DQ0647
 DQ0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0647'12.3 KM (7.65 MI) NW FROM LITTLEFIELD.
 DQ0647'12.3 KM (7.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0647'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 45.4 METERS (148.9 FT)
 DQ0647'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DQ0647'HIGHWAY, 32.0 METERS (105.0 FT) EAST OF RAILROAD MILEPOST 47, 14.8
 DQ0647'METERS (48.6 FT) NORTHEAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD
 DQ0647'AND 1.8 METERS (5.9 FT) EAST OF UTILITY POLE NUMBER G.  NOTE=ACCESS TO
 DQ0647'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DQ0647'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DQ0647'THE MARK IS 0.9 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4836 ***********************************************************************
 AW4836  DESIGNATION -  G 1472
 AW4836  PID         -  AW4836
 AW4836  STATE/COUNTY-  TX/HARRIS
 AW4836  USGS QUAD   -  JACINTO CITY (1982)
 AW4836
 AW4836                         *CURRENT SURVEY CONTROL
 AW4836  ___________________________________________________________________
 AW4836* NAD 83(1986)-  29 51 17.     (N)    095 09 31.     (W)     SCALED    
 AW4836* NAVD 88     -        11.996  (meters)      39.36   (feet)  ADJUSTED  
 AW4836  ___________________________________________________________________
 AW4836  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW4836  DYNAMIC HT  -          11.980 (meters)      39.30  (feet)  COMP
 AW4836  MODELED GRAV-     979,295.9   (mgal)                       NAVD 88
 AW4836
 AW4836  VERT ORDER  -  FIRST     CLASS II
 AW4836
 AW4836.The horizontal coordinates were scaled from a topographic map and have
 AW4836.an estimated accuracy of +/- 6 seconds.
 AW4836
 AW4836.The orthometric height was determined by differential leveling
 AW4836.and adjusted by the National Geodetic Survey in June 1991..
 AW4836
 AW4836.The geoid height was determined by GEOID03.
 AW4836
 AW4836.The dynamic height is computed by dividing the NAVD 88
 AW4836.geopotential number by the normal gravity value computed on the
 AW4836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4836.degrees latitude (g = 980.6199 gals.).
 AW4836
 AW4836.The modeled gravity was interpolated from observed gravity values.
 AW4836
 AW4836;                    North         East    Units  Estimated Accuracy
 AW4836;SPC TXSC     - 4,230,120.      971,080.      MT  (+/- 180 meters Scaled)
 AW4836
 AW4836                          SUPERSEDED SURVEY CONTROL
 AW4836
 AW4836  NGVD 29 (12/23/87)   11.994  (m)           39.35   (f) ADJUSTED    1 2
 AW4836
 AW4836.Superseded values are not recommended for survey control.
 AW4836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4836.See file dsdata.txt to determine how the superseded data were derived.
 AW4836
 AW4836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP914046(NAD 83)
 AW4836_MARKER: I = METAL ROD
 AW4836_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4836_SP_SET: STAINLESS STEEL ROD
 AW4836_STAMPING: G 1472 1983
 AW4836_MARK LOGO: NGS   
 AW4836_PROJECTION: RECESSED 3 CENTIMETERS
 AW4836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW4836+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AW4836_ROD/PIPE-DEPTH: 7.3  meters
 AW4836
 AW4836  HISTORY     - Date     Condition        Report By
 AW4836  HISTORY     - 1983     MONUMENTED       NGS
 AW4836  HISTORY     - 1986     GOOD             NGS
 AW4836  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW4836  HISTORY     - 20050222 GOOD             ENGLE
 AW4836
 AW4836                          STATION DESCRIPTION
 AW4836
 AW4836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4836'3.2 KM (2.0 MI) SW FROM SHELDON.
 AW4836'3.2 KM (2.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 AW4836'SHELDON ROAD IN SHELDON, AT THE ENTRANCE ROAD LEADING SOUTHEAST TO A
 AW4836'MINI DRIVE-IN MOVIE THEATER, 18.59 METERS (61.0 FT) SOUTHEAST OF THE
 AW4836'CENTERLINE OF THE HIGHWAY, 17.37 METERS (57.0 FT) NORTHEAST OF THE
 AW4836'CENTER OF THE ENTRANCE ROAD TO THE DRIVE-IN MOVIE THEATER, 0.46 METERS
 AW4836'(1.5 FT) NORTH-NORTHEAST OF THE NORTHWEST END OF A CHAIN LINK FENCE
 AW4836'AND GATE POST, 3.20 METERS (10.5 FT) SOUTHWEST OF THE CENTER OF A
 AW4836'STEEL GATE, 11.43 METERS (37.5 FT) NORTH OF A POWERLINE POLE WITH TWO
 AW4836'GUY CABLES ANCHORING AT THE SAME POINT, 2.29 METERS (7.5 FT)
 AW4836'EAST-NORTHEAST OF THE GUY CABLE ANCHOR, AND 2.29 METERS (7.5 FT) EAST
 AW4836'OF A LARGE T-JUNCTION POWERLINE POLE.
 AW4836'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 AW4836'THE MARK IS 0.6 M BELOW HIGHWAY.
 AW4836
 AW4836                          STATION RECOVERY (1986)
 AW4836
 AW4836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4836'RECOVERED IN GOOD CONDITION.
 AW4836
 AW4836                          STATION RECOVERY (1994)
 AW4836
 AW4836'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4836'MARK NOT FOUND.
 AW4836
 AW4836                          STATION RECOVERY (2005)
 AW4836
 AW4836'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AW4836'RECOVERED AS DESCRIBED WITH WITNESS POST STILL PRESENT.  ADD +/- 64'
 AW4836'NORTHEAST OF THE EXTRAPOLATED CENTERLINE OF PARK ROAD 148 AND +/- 2'
 AW4836'SOUTH OF U.S. HIGHWAY 90, (OLD BEAUMONT HIGHWAY NOT NEW CROSBY
 AW4836'FREEWAY), RIGHT OF WAY FENCE.  THE OLD MINI DRIVE-IN MOVIE THEATER
 AW4836'BUILDING IS STILL STANDING BUT IS PLANNED TO BE DESTROYED BY THE NEW
 AW4836'OWNER OF THE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0915 ***********************************************************************
 CA0915  DESIGNATION -  G 1473
 CA0915  PID         -  CA0915
 CA0915  STATE/COUNTY-  TX/BROWN
 CA0915  USGS QUAD   -  ZEPHYR (1979)
 CA0915
 CA0915                         *CURRENT SURVEY CONTROL
 CA0915  ___________________________________________________________________
 CA0915* NAD 83(1986)-  31 42 30.     (N)    098 51 32.     (W)     SCALED    
 CA0915* NAVD 88     -       453.478  (meters)    1487.79   (feet)  ADJUSTED  
 CA0915  ___________________________________________________________________
 CA0915  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CA0915  DYNAMIC HT  -         452.887 (meters)    1485.85  (feet)  COMP
 CA0915  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 CA0915
 CA0915  VERT ORDER  -  FIRST     CLASS II
 CA0915
 CA0915.The horizontal coordinates were scaled from a topographic map and have
 CA0915.an estimated accuracy of +/- 6 seconds.
 CA0915
 CA0915.The orthometric height was determined by differential leveling
 CA0915.and adjusted by the National Geodetic Survey in June 1991..
 CA0915
 CA0915.The geoid height was determined by GEOID03.
 CA0915
 CA0915.The dynamic height is computed by dividing the NAVD 88
 CA0915.geopotential number by the normal gravity value computed on the
 CA0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0915.degrees latitude (g = 980.6199 gals.).
 CA0915
 CA0915.The modeled gravity was interpolated from observed gravity values.
 CA0915
 CA0915;                    North         East    Units  Estimated Accuracy
 CA0915;SPC TX C     - 3,227,260.      839,750.      MT  (+/- 180 meters Scaled)
 CA0915
 CA0915                          SUPERSEDED SURVEY CONTROL
 CA0915
 CA0915.No superseded survey control is available for this station.
 CA0915
 CA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA133081(NAD 83)
 CA0915_MARKER: DB = BENCH MARK DISK
 CA0915_SETTING: 66 = SET IN ROCK OUTCROP
 CA0915_SP_SET: ROCK OUTCROP
 CA0915_STAMPING: G 1473 1983
 CA0915_MARK LOGO: NGS   
 CA0915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0915+STABILITY: POSITION/ELEVATION WELL
 CA0915
 CA0915  HISTORY     - Date     Condition        Report By
 CA0915  HISTORY     - 1983     MONUMENTED       NGS
 CA0915
 CA0915                          STATION DESCRIPTION
 CA0915
 CA0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0915'9.0 KM (5.6 MI) SE FROM EARLY.
 CA0915'9.0 KM (5.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS JUNCTION
 CA0915'WITH U.S. HIGHWAYS 67 AND 377 IN EARLY, 0.3 KM (0.2 MI) SOUTHEAST OF A
 CA0915'UTILITY LINE CROSSING, IN THE CENTER OF THE NORTHWEST END OF A 4 BY 16
 CA0915'FT EXPOSED AREA OF BEDROCK AT THE NORTHWEST END OF A HIGHWAY CUT AND
 CA0915'21.8 METERS (71.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST
 CA0915'BOUND LANES OF THE HIGHWAY.
 CA0915'THE MARK IS 3.2 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0915'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0941 ***********************************************************************
 CA0941  DESIGNATION -  G 1474
 CA0941  PID         -  CA0941
 CA0941  STATE/COUNTY-  TX/MILLS
 CA0941  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0941
 CA0941                         *CURRENT SURVEY CONTROL
 CA0941  ___________________________________________________________________
 CA0941* NAD 83(1986)-  31 23 34.     (N)    098 31 35.     (W)     SCALED    
 CA0941* NAVD 88     -       459.667  (meters)    1508.09   (feet)  ADJUSTED  
 CA0941  ___________________________________________________________________
 CA0941  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CA0941  DYNAMIC HT  -         459.054 (meters)    1506.08  (feet)  COMP
 CA0941  MODELED GRAV-     979,292.0   (mgal)                       NAVD 88
 CA0941
 CA0941  VERT ORDER  -  FIRST     CLASS II
 CA0941
 CA0941.The horizontal coordinates were scaled from a topographic map and have
 CA0941.an estimated accuracy of +/- 6 seconds.
 CA0941
 CA0941.The orthometric height was determined by differential leveling
 CA0941.and adjusted by the National Geodetic Survey in June 1991..
 CA0941
 CA0941.The geoid height was determined by GEOID03.
 CA0941
 CA0941.The dynamic height is computed by dividing the NAVD 88
 CA0941.geopotential number by the normal gravity value computed on the
 CA0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0941.degrees latitude (g = 980.6199 gals.).
 CA0941
 CA0941.The modeled gravity was interpolated from observed gravity values.
 CA0941
 CA0941;                    North         East    Units  Estimated Accuracy
 CA0941;SPC TX C     - 3,192,750.      871,840.      MT  (+/- 180 meters Scaled)
 CA0941
 CA0941                          SUPERSEDED SURVEY CONTROL
 CA0941
 CA0941.No superseded survey control is available for this station.
 CA0941
 CA0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV450732(NAD 83)
 CA0941_MARKER: DB = BENCH MARK DISK
 CA0941_SETTING: 66 = SET IN ROCK OUTCROP
 CA0941_SP_SET: ROCK OUTCROP
 CA0941_STAMPING: G 1474 1983
 CA0941_MARK LOGO: NGS   
 CA0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0941
 CA0941  HISTORY     - Date     Condition        Report By
 CA0941  HISTORY     - 1983     MONUMENTED       NGS
 CA0941
 CA0941                          STATION DESCRIPTION
 CA0941
 CA0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0941'8.7 KM (5.4 MI) SE FROM GOLDTHWAITE.
 CA0941'0.2 KM (0.1 MI) EAST ALONG FOURTH STREET FROM THE COURTHOUSE IN
 CA0941'GOLDTHWAITE, THENCE 8.5 KM (5.3 MI) SOUTHEASTERLY ALONG THE SANTA FE
 CA0941'RAILROAD, IN THE CENTER OF A 3 BY 300 FT EXPOSED ROCK LEDGE IN A
 CA0941'RAILROAD CUT, 16.3 METERS (53.5 FT) SOUTHWEST OF THE CENTER OF A
 CA0941'GRAVELED ROAD, 14.0 METERS (45.9 FT) NORTH-NORTHWEST OF MILEPOST 308,
 CA0941'9.0 METERS (29.5 FT) NORTHEAST OF THE NEAR RAIL AND 0.6 METER (2.0 FT)
 CA0941'NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE.
 CA0941'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CA0941'THE MARK IS 0.5 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0965 ***********************************************************************
 CA0965  DESIGNATION -  G 1475
 CA0965  PID         -  CA0965
 CA0965  STATE/COUNTY-  TX/LAMPASAS
 CA0965  USGS QUAD   -  KEMPNER (1954)
 CA0965
 CA0965                         *CURRENT SURVEY CONTROL
 CA0965  ___________________________________________________________________
 CA0965* NAD 83(1986)-  31 04 51.     (N)    098 00 51.     (W)     SCALED    
 CA0965* NAVD 88     -       265.796  (meters)     872.03   (feet)  ADJUSTED  
 CA0965  ___________________________________________________________________
 CA0965  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CA0965  DYNAMIC HT  -         265.443 (meters)     870.87  (feet)  COMP
 CA0965  MODELED GRAV-     979,304.9   (mgal)                       NAVD 88
 CA0965
 CA0965  VERT ORDER  -  FIRST     CLASS II
 CA0965
 CA0965.The horizontal coordinates were scaled from a topographic map and have
 CA0965.an estimated accuracy of +/- 6 seconds.
 CA0965
 CA0965.The orthometric height was determined by differential leveling
 CA0965.and adjusted by the National Geodetic Survey in June 1991..
 CA0965
 CA0965.The geoid height was determined by GEOID03.
 CA0965
 CA0965.The dynamic height is computed by dividing the NAVD 88
 CA0965.geopotential number by the normal gravity value computed on the
 CA0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0965.degrees latitude (g = 980.6199 gals.).
 CA0965
 CA0965.The modeled gravity was interpolated from observed gravity values.
 CA0965
 CA0965;                    North         East    Units  Estimated Accuracy
 CA0965;SPC TX C     - 3,159,070.      921,260.      MT  (+/- 180 meters Scaled)
 CA0965
 CA0965                          SUPERSEDED SURVEY CONTROL
 CA0965
 CA0965.No superseded survey control is available for this station.
 CA0965
 CA0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV940389(NAD 83)
 CA0965_MARKER: I = METAL ROD
 CA0965_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0965_SP_SET: STAINLESS STEEL ROD
 CA0965_STAMPING: G 1475 1983
 CA0965_MARK LOGO: NGS   
 CA0965_PROJECTION: FLUSH
 CA0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0965_ROD/PIPE-DEPTH: 5.5  meters
 CA0965
 CA0965  HISTORY     - Date     Condition        Report By
 CA0965  HISTORY     - 1983     MONUMENTED       NGS
 CA0965  HISTORY     - 20020420 GOOD             USPSQD
 CA0965
 CA0965                          STATION DESCRIPTION
 CA0965
 CA0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0965'19.0 KM (11.8 MI) EAST FROM LAMPASAS.
 CA0965'0.4 KM (0.25 MI) WEST ALONG EAST SECOND STREET FROM THE SANTA FE
 CA0965'RAILROAD STATION IN LAMPASAS, THENCE 18.6 KM (11.55 MI) EASTERLY ALONG
 CA0965'U.S. HIGHWAY 190, 0.6 KM (0.35 MI) EAST OF THE JUNCTION OF FARM ROAD
 CA0965'3170, 30.5 METERS (100.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CA0965'29.5 METERS (96.8 FT) WEST OF THE SOUTHWEST CORNER OF A HOUSE AND 0.8
 CA0965'METER (2.6 FT) NORTH OF A FENCE CORNER.  NOTE, ACCESS TO THE DATUM
 CA0965'POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0965'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CA0965'THE MARK IS 3.5 M ABOVE THE HIGHWAY.
 CA0965
 CA0965                          STATION RECOVERY (2002)
 CA0965
 CA0965'RECOVERY NOTE BY US POWER SQUADRON 2002 (JP)
 CA0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2456 ***********************************************************************
 CS2456  DESIGNATION -  G 1476
 CS2456  PID         -  CS2456
 CS2456  STATE/COUNTY-  TX/HILL
 CS2456  USGS QUAD   -  ITASCA (1965)
 CS2456
 CS2456                         *CURRENT SURVEY CONTROL
 CS2456  ___________________________________________________________________
 CS2456* NAD 83(1986)-  32 09 38.     (N)    097 09 07.     (W)     SCALED    
 CS2456* NAVD 88     -       214.216  (meters)     702.81   (feet)  ADJUSTED  
 CS2456  ___________________________________________________________________
 CS2456  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CS2456  DYNAMIC HT  -         213.954 (meters)     701.95  (feet)  COMP
 CS2456  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 CS2456
 CS2456  VERT ORDER  -  FIRST     CLASS II
 CS2456
 CS2456.The horizontal coordinates were scaled from a topographic map and have
 CS2456.an estimated accuracy of +/- 6 seconds.
 CS2456
 CS2456.The orthometric height was determined by differential leveling
 CS2456.and adjusted by the National Geodetic Survey in June 1991..
 CS2456
 CS2456.The geoid height was determined by GEOID03.
 CS2456
 CS2456.The dynamic height is computed by dividing the NAVD 88
 CS2456.geopotential number by the normal gravity value computed on the
 CS2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2456.degrees latitude (g = 980.6199 gals.).
 CS2456
 CS2456.The modeled gravity was interpolated from observed gravity values.
 CS2456
 CS2456;                    North         East    Units  Estimated Accuracy
 CS2456;SPC TXNC     - 2,055,590.      727,160.      MT  (+/- 180 meters Scaled)
 CS2456
 CS2456                          SUPERSEDED SURVEY CONTROL
 CS2456
 CS2456.No superseded survey control is available for this station.
 CS2456
 CS2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA742597(NAD 83)
 CS2456_MARKER: I = METAL ROD
 CS2456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2456_SP_SET: STAINLESS STEEL ROD
 CS2456_STAMPING: G 1476 1983
 CS2456_MARK LOGO: NGS   
 CS2456_PROJECTION: FLUSH
 CS2456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2456_ROD/PIPE-DEPTH: 8.5  meters
 CS2456
 CS2456  HISTORY     - Date     Condition        Report By
 CS2456  HISTORY     - 1983     MONUMENTED       NGS
 CS2456  HISTORY     - 19990220 GOOD             USPSQD
 CS2456
 CS2456                          STATION DESCRIPTION
 CS2456
 CS2456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2456'12.6 KM (7.85 MI) SOUTH FROM GRANDVIEW.
 CS2456'12.6 KM (7.85 MI) SOUTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS
 CS2456'RAILROAD FROM ITS JUNCTION WITH FARM ROAD 916 IN GRANDVIEW, 9.0 METERS
 CS2456'(29.5 FT) NORTH OF THE CENTER OF WEST MONROE STREET, 8.3 METERS (27.2
 CS2456'FT) WEST OF THE NEAR RAIL, 7.7 METERS (25.3 FT) WEST OF THE NEAR RAIL
 CS2456'AND 0.7 METER (2.3 FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CS2456'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2456'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CS2456'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CS2456
 CS2456                          STATION RECOVERY (1999)
 CS2456
 CS2456'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2426 ***********************************************************************
 CS2426  DESIGNATION -  G 1477
 CS2426  PID         -  CS2426
 CS2426  STATE/COUNTY-  TX/TARRANT
 CS2426  USGS QUAD   -  ALEDO (1981)
 CS2426
 CS2426                         *CURRENT SURVEY CONTROL
 CS2426  ___________________________________________________________________
 CS2426* NAD 83(1986)-  32 40 53.     (N)    097 32 57.     (W)     SCALED    
 CS2426* NAVD 88     -       293.940  (meters)     964.37   (feet)  ADJUSTED  
 CS2426  ___________________________________________________________________
 CS2426  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CS2426  DYNAMIC HT  -         293.592 (meters)     963.23  (feet)  COMP
 CS2426  MODELED GRAV-     979,444.6   (mgal)                       NAVD 88
 CS2426
 CS2426  VERT ORDER  -  FIRST     CLASS II
 CS2426
 CS2426.The horizontal coordinates were scaled from a topographic map and have
 CS2426.an estimated accuracy of +/- 6 seconds.
 CS2426
 CS2426.The orthometric height was determined by differential leveling
 CS2426.and adjusted by the National Geodetic Survey in June 1991..
 CS2426
 CS2426.The geoid height was determined by GEOID03.
 CS2426
 CS2426.The dynamic height is computed by dividing the NAVD 88
 CS2426.geopotential number by the normal gravity value computed on the
 CS2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2426.degrees latitude (g = 980.6199 gals.).
 CS2426
 CS2426.The modeled gravity was interpolated from observed gravity values.
 CS2426
 CS2426;                    North         East    Units  Estimated Accuracy
 CS2426;SPC TXNC     - 2,112,930.      689,170.      MT  (+/- 180 meters Scaled)
 CS2426
 CS2426                          SUPERSEDED SURVEY CONTROL
 CS2426
 CS2426.No superseded survey control is available for this station.
 CS2426
 CS2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB360168(NAD 83)
 CS2426_MARKER: I = METAL ROD
 CS2426_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2426+WITH SETTING: INFORMATION.
 CS2426_SP_SET: SHALLOW SET METAL ROD
 CS2426_STAMPING: G 1477 1983
 CS2426_MARK LOGO: NGS   
 CS2426_PROJECTION: FLUSH
 CS2426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2426_ROD/PIPE-DEPTH: 1.5  meters
 CS2426
 CS2426  HISTORY     - Date     Condition        Report By
 CS2426  HISTORY     - 1983     MONUMENTED       NGS
 CS2426  HISTORY     - 20051119 GOOD             USPSQD
 CS2426
 CS2426                          STATION DESCRIPTION
 CS2426
 CS2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2426'23.1 KM (14.35 MI) WEST FROM FORT WORTH.
 CS2426'23.1 KM (14.35 MI) WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CS2426'ITS JUNCTION WITH SOUTH MAIN STREET IN FORT WORTH, 65.5 METERS (214.9
 CS2426'FT) EAST OF THE CENTER OF A PRIVATE DRIVE, 18.0 METERS (59.1 FT) NORTH
 CS2426'OF THE NEAR RAIL AND 9.7 METERS (31.8 FT) NORTH OF A UTILITY POLE.
 CS2426'NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS
 CS2426'THROUGH A 5-INCH LOGO CAP.
 CS2426'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CS2426'THE MARK IS 1.0 M ABOVE THE TRACKS.
 CS2426
 CS2426                          STATION RECOVERY (2005)
 CS2426
 CS2426'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 CS2426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2442 ***********************************************************************
 CS2442  DESIGNATION -  G 1478
 CS2442  PID         -  CS2442
 CS2442  STATE/COUNTY-  TX/PARKER
 CS2442  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS2442
 CS2442                         *CURRENT SURVEY CONTROL
 CS2442  ___________________________________________________________________
 CS2442* NAD 83(1986)-  32 43 37.     (N)    097 48 27.     (W)     SCALED    
 CS2442* NAVD 88     -       321.425  (meters)    1054.54   (feet)  ADJUSTED  
 CS2442  ___________________________________________________________________
 CS2442  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CS2442  DYNAMIC HT  -         321.032 (meters)    1053.25  (feet)  COMP
 CS2442  MODELED GRAV-     979,405.7   (mgal)                       NAVD 88
 CS2442
 CS2442  VERT ORDER  -  FIRST     CLASS II
 CS2442
 CS2442.The horizontal coordinates were scaled from a topographic map and have
 CS2442.an estimated accuracy of +/- 6 seconds.
 CS2442
 CS2442.The orthometric height was determined by differential leveling
 CS2442.and adjusted by the National Geodetic Survey in June 1991..
 CS2442
 CS2442.The geoid height was determined by GEOID03.
 CS2442
 CS2442.The dynamic height is computed by dividing the NAVD 88
 CS2442.geopotential number by the normal gravity value computed on the
 CS2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2442.degrees latitude (g = 980.6199 gals.).
 CS2442
 CS2442.The modeled gravity was interpolated from observed gravity values.
 CS2442
 CS2442;                    North         East    Units  Estimated Accuracy
 CS2442;SPC TXNC     - 2,117,790.      664,910.      MT  (+/- 180 meters Scaled)
 CS2442
 CS2442                          SUPERSEDED SURVEY CONTROL
 CS2442
 CS2442.No superseded survey control is available for this station.
 CS2442
 CS2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB117216(NAD 83)
 CS2442_MARKER: DB = BENCH MARK DISK
 CS2442_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2442_SP_SET: PIER
 CS2442_STAMPING: G 1478 1983
 CS2442_MARK LOGO: NGS   
 CS2442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2442
 CS2442  HISTORY     - Date     Condition        Report By
 CS2442  HISTORY     - 1983     MONUMENTED       NGS
 CS2442  HISTORY     - 19910522 GOOD             USPSQD
 CS2442  HISTORY     - 19950820 GOOD             USPSQD
 CS2442  HISTORY     - 19970524 GOOD             USPSQD
 CS2442  HISTORY     - 20020317 GOOD             USPSQD
 CS2442
 CS2442                          STATION DESCRIPTION
 CS2442
 CS2442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2442'1.7 KM (1.05 MI) WEST FROM WEATHERFORD.
 CS2442'1.7 KM (1.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2442'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, SET VERTICALLY IN THE
 CS2442'SOUTH FACE OF THE MOST SOUTHERLY 1 OF 3 PIERS OF THE EAST BOUND
 CS2442'OVERPASS OVER FARM ROAD 1884, 10.1 METERS (33.1 FT) EAST OF THE
 CS2442'CENTERLINE OF THE ROAD AND 5.1 METERS (16.7 FT) SOUTH OF THE
 CS2442'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CS2442'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2442
 CS2442                          STATION RECOVERY (1991)
 CS2442
 CS2442'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2442'RECOVERED IN GOOD CONDITION.
 CS2442
 CS2442                          STATION RECOVERY (1995)
 CS2442
 CS2442'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2442'RECOVERED IN GOOD CONDITION.
 CS2442
 CS2442                          STATION RECOVERY (1997)
 CS2442
 CS2442'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2442'RECOVERED IN GOOD CONDITION.
 CS2442
 CS2442                          STATION RECOVERY (2002)
 CS2442
 CS2442'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0913 ***********************************************************************
 CT0913  DESIGNATION -  G 1479
 CT0913  PID         -  CT0913
 CT0913  STATE/COUNTY-  TX/PALO PINTO
 CT0913  USGS QUAD   -  GORDON (1984)
 CT0913
 CT0913                         *CURRENT SURVEY CONTROL
 CT0913  ___________________________________________________________________
 CT0913* NAD 83(1986)-  32 32 00.     (N)    098 19 08.     (W)     SCALED    
 CT0913* NAVD 88     -       301.675  (meters)     989.75   (feet)  ADJUSTED  
 CT0913  ___________________________________________________________________
 CT0913  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CT0913  DYNAMIC HT  -         301.302 (meters)     988.52  (feet)  COMP
 CT0913  MODELED GRAV-     979,391.8   (mgal)                       NAVD 88
 CT0913
 CT0913  VERT ORDER  -  FIRST     CLASS II
 CT0913
 CT0913.The horizontal coordinates were scaled from a topographic map and have
 CT0913.an estimated accuracy of +/- 6 seconds.
 CT0913
 CT0913.The orthometric height was determined by differential leveling
 CT0913.and adjusted by the National Geodetic Survey in June 1991..
 CT0913
 CT0913.The geoid height was determined by GEOID03.
 CT0913
 CT0913.The dynamic height is computed by dividing the NAVD 88
 CT0913.geopotential number by the normal gravity value computed on the
 CT0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0913.degrees latitude (g = 980.6199 gals.).
 CT0913
 CT0913.The modeled gravity was interpolated from observed gravity values.
 CT0913
 CT0913;                    North         East    Units  Estimated Accuracy
 CT0913;SPC TXNC     - 2,096,120.      617,010.      MT  (+/- 180 meters Scaled)
 CT0913
 CT0913                          SUPERSEDED SURVEY CONTROL
 CT0913
 CT0913.No superseded survey control is available for this station.
 CT0913
 CT0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA639997(NAD 83)
 CT0913_MARKER: DB = BENCH MARK DISK
 CT0913_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0913_SP_SET: PIER
 CT0913_STAMPING: G 1479 1983
 CT0913_MARK LOGO: NGS   
 CT0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0913
 CT0913  HISTORY     - Date     Condition        Report By
 CT0913  HISTORY     - 1983     MONUMENTED       NGS
 CT0913  HISTORY     - 19980822 GOOD             USPSQD
 CT0913  HISTORY     - 20020316 GOOD             USPSQD
 CT0913  HISTORY     - 20040327 GOOD             USPSQD
 CT0913
 CT0913                          STATION DESCRIPTION
 CT0913
 CT0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0913'37.9 KM (23.55 MI) EAST FROM RANGER.
 CT0913'37.9 KM (23.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0913'JUNCTION WITH FARM ROAD 2461 IN RANGER, SET VERTICALLY IN THE
 CT0913'NORTHEAST FACE OF THE MOST SOUTHEASTERLY 1 OF 3 PIERS OF THE HIGHWAY
 CT0913'OVERPASS OVER STATE HIGHWAY 193 (EXIT 373), 11.4 METERS (37.4 FT)
 CT0913'SOUTHWEST OF THE CENTERLINE OF THE STATE HIGHWAY AND 5.3 METERS
 CT0913'(17.4 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CT0913'HIGHWAY.
 CT0913'THE MARK IS 0.6 M ABOVE THE STATE HIGHWAY.
 CT0913
 CT0913                          STATION RECOVERY (1998)
 CT0913
 CT0913'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0913'RECOVERED IN GOOD CONDITION.
 CT0913
 CT0913                          STATION RECOVERY (2002)
 CT0913
 CT0913'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0913'RECOVERED IN GOOD CONDITION.
 CT0913
 CT0913                          STATION RECOVERY (2004)
 CT0913
 CT0913'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0048 ***********************************************************************
 AZ0048  DESIGNATION -  G 148
 AZ0048  PID         -  AZ0048
 AZ0048  STATE/COUNTY-  TX/REAL
 AZ0048  USGS QUAD   -  CAMP WOOD (1973)
 AZ0048
 AZ0048                         *CURRENT SURVEY CONTROL
 AZ0048  ___________________________________________________________________
 AZ0048* NAD 83(1986)-  29 38 56.     (N)    100 00 19.     (W)     SCALED    
 AZ0048* NAVD 88     -       434.641  (meters)    1425.98   (feet)  ADJUSTED  
 AZ0048  ___________________________________________________________________
 AZ0048  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AZ0048  DYNAMIC HT  -         434.000 (meters)    1423.88  (feet)  COMP
 AZ0048  MODELED GRAV-     979,154.0   (mgal)                       NAVD 88
 AZ0048
 AZ0048  VERT ORDER  -  SECOND    CLASS 0
 AZ0048
 AZ0048.The horizontal coordinates were scaled from a topographic map and have
 AZ0048.an estimated accuracy of +/- 6 seconds.
 AZ0048
 AZ0048.The orthometric height was determined by differential leveling
 AZ0048.and adjusted by the National Geodetic Survey in June 1991..
 AZ0048
 AZ0048.The geoid height was determined by GEOID03.
 AZ0048
 AZ0048.The dynamic height is computed by dividing the NAVD 88
 AZ0048.geopotential number by the normal gravity value computed on the
 AZ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0048.degrees latitude (g = 980.6199 gals.).
 AZ0048
 AZ0048.The modeled gravity was interpolated from observed gravity values.
 AZ0048
 AZ0048;                    North         East    Units  Estimated Accuracy
 AZ0048;SPC TXSC     - 4,201,630.      502,680.      MT  (+/- 180 meters Scaled)
 AZ0048
 AZ0048                          SUPERSEDED SURVEY CONTROL
 AZ0048
 AZ0048  NGVD 29 (??/??/92)  434.549  (m)         1425.68   (f) ADJ UNCH    2 0
 AZ0048
 AZ0048.Superseded values are not recommended for survey control.
 AZ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0048.See file dsdata.txt to determine how the superseded data were derived.
 AZ0048
 AZ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT027803(NAD 83)
 AZ0048_MARKER: DB = BENCH MARK DISK
 AZ0048_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0048_SP_SET: OUTCROP
 AZ0048_STAMPING: G 148 1939
 AZ0048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0048+STABILITY: POSITION/ELEVATION WELL
 AZ0048
 AZ0048  HISTORY     - Date     Condition        Report By
 AZ0048  HISTORY     - 1939     MONUMENTED       CGS
 AZ0048  HISTORY     - 1953     GOOD             NGS
 AZ0048  HISTORY     - 20010331 GOOD             NGS
 AZ0048  HISTORY     - 20010801 GOOD             NGS
 AZ0048
 AZ0048                          STATION DESCRIPTION
 AZ0048
 AZ0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AZ0048'1.55 MI S FROM CAMP WOOD.
 AZ0048'1.55 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP
 AZ0048'WOOD, 224 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, 109 FEET EAST
 AZ0048'OF A FENCE, 109 FEET EAST OF A WITNESS POST, 52 FEET NORTHEAST OF THE
 AZ0048'CENTER LINE OF AN OLD RAILROAD GRADE, 9 FEET NORTHEAST OF THE
 AZ0048'NORTHEAST BANK OF A DRY WASH, FLUSH WITH THE GROUND, SET IN THE TOP OF
 AZ0048'A FLAT ROCK OUTCROP.
 AZ0048
 AZ0048                          STATION RECOVERY (2001)
 AZ0048
 AZ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0048'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AZ0048
 AZ0048                          STATION RECOVERY (2001)
 AZ0048
 AZ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0048'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0929 ***********************************************************************
 CT0929  DESIGNATION -  G 1480
 CT0929  PID         -  CT0929
 CT0929  STATE/COUNTY-  TX/EASTLAND
 CT0929  USGS QUAD   -  BEAR MOUNTAIN (1987)
 CT0929
 CT0929                         *CURRENT SURVEY CONTROL
 CT0929  ___________________________________________________________________
 CT0929* NAD 83(1986)-  32 28 58.     (N)    098 35 01.     (W)     SCALED    
 CT0929* NAVD 88     -       402.950  (meters)    1322.01   (feet)  ADJUSTED  
 CT0929  ___________________________________________________________________
 CT0929  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CT0929  DYNAMIC HT  -         402.436 (meters)    1320.33  (feet)  COMP
 CT0929  MODELED GRAV-     979,351.9   (mgal)                       NAVD 88
 CT0929
 CT0929  VERT ORDER  -  FIRST     CLASS II
 CT0929
 CT0929.The horizontal coordinates were scaled from a topographic map and have
 CT0929.an estimated accuracy of +/- 6 seconds.
 CT0929
 CT0929.The orthometric height was determined by differential leveling
 CT0929.and adjusted by the National Geodetic Survey in June 1991..
 CT0929
 CT0929.The geoid height was determined by GEOID03.
 CT0929
 CT0929.The dynamic height is computed by dividing the NAVD 88
 CT0929.geopotential number by the normal gravity value computed on the
 CT0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0929.degrees latitude (g = 980.6199 gals.).
 CT0929
 CT0929.The modeled gravity was interpolated from observed gravity values.
 CT0929
 CT0929;                    North         East    Units  Estimated Accuracy
 CT0929;SPC TXNC     - 2,090,500.      592,140.      MT  (+/- 180 meters Scaled)
 CT0929
 CT0929                          SUPERSEDED SURVEY CONTROL
 CT0929
 CT0929.No superseded survey control is available for this station.
 CT0929
 CT0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA391940(NAD 83)
 CT0929_MARKER: DB = BENCH MARK DISK
 CT0929_SETTING: 66 = SET IN ROCK OUTCROP
 CT0929_SP_SET: ROCK OUTCROP
 CT0929_STAMPING: G 1480 1983
 CT0929_MARK LOGO: NGS   
 CT0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0929
 CT0929  HISTORY     - Date     Condition        Report By
 CT0929  HISTORY     - 1983     MONUMENTED       NGS
 CT0929  HISTORY     - 20020316 GOOD             USPSQD
 CT0929
 CT0929                          STATION DESCRIPTION
 CT0929
 CT0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0929'11.9 KM (7.4 MI) EAST FROM RANGER.
 CT0929'11.9 KM (7.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0929'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN THE CENTER OF A 3- BY 6-FT
 CT0929'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.5 KM (0.3 MI) EAST OF MILEPOST
 CT0929'357, 45.4 METERS (148.9 FT) EAST OF A T-FENCE CORNER, 35.0 METERS
 CT0929'(114.8 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CT0929'HIGHWAY AND 6.5 METERS (21.3 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE
 CT0929'ROAD.
 CT0929'THE MARK IS 5.3 METERS  N FROM  A WITNESS POST AND FENCE
 CT0929'THE MARK IS 0.3 M BELOW THE ROAD.
 CT0929
 CT0929                          STATION RECOVERY (2002)
 CT0929
 CT0929'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0954 ***********************************************************************
 CT0954  DESIGNATION -  G 1481
 CT0954  PID         -  CT0954
 CT0954  STATE/COUNTY-  TX/CALLAHAN
 CT0954  USGS QUAD   -  JAYELL (1966)
 CT0954
 CT0954                         *CURRENT SURVEY CONTROL
 CT0954  ___________________________________________________________________
 CT0954* NAD 83(1986)-  32 23 08.     (N)    099 17 54.     (W)     SCALED    
 CT0954* NAVD 88     -       468.769  (meters)    1537.95   (feet)  ADJUSTED  
 CT0954  ___________________________________________________________________
 CT0954  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CT0954  DYNAMIC HT  -         468.163 (meters)    1535.96  (feet)  COMP
 CT0954  MODELED GRAV-     979,333.5   (mgal)                       NAVD 88
 CT0954
 CT0954  VERT ORDER  -  FIRST     CLASS II
 CT0954
 CT0954.The horizontal coordinates were scaled from a topographic map and have
 CT0954.an estimated accuracy of +/- 6 seconds.
 CT0954
 CT0954.The orthometric height was determined by differential leveling
 CT0954.and adjusted by the National Geodetic Survey in June 1991..
 CT0954
 CT0954.The geoid height was determined by GEOID03.
 CT0954
 CT0954.The dynamic height is computed by dividing the NAVD 88
 CT0954.geopotential number by the normal gravity value computed on the
 CT0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0954.degrees latitude (g = 980.6199 gals.).
 CT0954
 CT0954.The modeled gravity was interpolated from observed gravity values.
 CT0954
 CT0954;                    North         East    Units  Estimated Accuracy
 CT0954;SPC TXNC     - 2,080,000.      524,890.      MT  (+/- 180 meters Scaled)
 CT0954
 CT0954                          SUPERSEDED SURVEY CONTROL
 CT0954
 CT0954.No superseded survey control is available for this station.
 CT0954
 CT0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA719832(NAD 83)
 CT0954_MARKER: DB = BENCH MARK DISK
 CT0954_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0954_SP_SET: PIER
 CT0954_STAMPING: G 1481 1983
 CT0954_MARK LOGO: NGS   
 CT0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0954
 CT0954  HISTORY     - Date     Condition        Report By
 CT0954  HISTORY     - 1983     MONUMENTED       NGS
 CT0954
 CT0954                          STATION DESCRIPTION
 CT0954
 CT0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0954'44.1 KM (27.35 MI) EAST FROM ABILENE.
 CT0954'34.4 KM (21.35 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0954'THE RAILROAD STATION IN ABILENE, THENCE 1.3 KM (0.8 MI) NORTH ALONG
 CT0954'U.S. HIGHWAY 283, THENCE 8.4 KM (5.2 MI) EASTERLY ALONG INTERSTATE
 CT0954'HIGHWAY 20, SET VERTICALLY IN THE EAST FACE OF THE MOST SOUTHERLY 1 OF
 CT0954'4 PIERS OF THE EAST BOUND OVERPASS OVER FARM ROAD 2228, 6.7 METERS
 CT0954'(22.0 FT) WEST OF THE CENTERLINE OF THE ROAD AND 4.9 METERS (16.1 FT)
 CT0954'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CT0954'THE MARK IS 1.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0633 ***********************************************************************
 DO0633  DESIGNATION -  G 1482
 DO0633  PID         -  DO0633
 DO0633  STATE/COUNTY-  TX/CLAY
 DO0633  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0633
 DO0633                         *CURRENT SURVEY CONTROL
 DO0633  ___________________________________________________________________
 DO0633* NAD 83(1986)-  33 52 34.     (N)    098 23 24.     (W)     SCALED    
 DO0633* NAVD 88     -       285.290  (meters)     935.99   (feet)  ADJUSTED  
 DO0633  ___________________________________________________________________
 DO0633  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DO0633  DYNAMIC HT  -         284.977 (meters)     934.96  (feet)  COMP
 DO0633  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 DO0633
 DO0633  VERT ORDER  -  FIRST     CLASS II
 DO0633
 DO0633.The horizontal coordinates were scaled from a topographic map and have
 DO0633.an estimated accuracy of +/- 6 seconds.
 DO0633
 DO0633.The orthometric height was determined by differential leveling
 DO0633.and adjusted by the National Geodetic Survey in June 1991..
 DO0633
 DO0633.The geoid height was determined by GEOID03.
 DO0633
 DO0633.The dynamic height is computed by dividing the NAVD 88
 DO0633.geopotential number by the normal gravity value computed on the
 DO0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0633.degrees latitude (g = 980.6199 gals.).
 DO0633
 DO0633.The modeled gravity was interpolated from observed gravity values.
 DO0633
 DO0633;                    North         East    Units  Estimated Accuracy
 DO0633;SPC TXNC     - 2,245,020.      610,180.      MT  (+/- 180 meters Scaled)
 DO0633
 DO0633                          SUPERSEDED SURVEY CONTROL
 DO0633
 DO0633.No superseded survey control is available for this station.
 DO0633
 DO0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC564485(NAD 83)
 DO0633_MARKER: I = METAL ROD
 DO0633_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO0633+WITH SETTING: INFORMATION.
 DO0633_SP_SET: SHALLOW SET METAL ROD
 DO0633_STAMPING: G 1482 1984
 DO0633_MARK LOGO: NGS   
 DO0633_PROJECTION: FLUSH
 DO0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0633+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 DO0633_ROD/PIPE-DEPTH: 2.1  meters
 DO0633
 DO0633  HISTORY     - Date     Condition        Report By
 DO0633  HISTORY     - 1984     MONUMENTED       NGS
 DO0633  HISTORY     - 20030625 GOOD             USPSQD
 DO0633
 DO0633                          STATION DESCRIPTION
 DO0633
 DO0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0633'10.2 KM (6.3 MI) SE FROM WICHITA FALLS.
 DO0633'10.2 KM (6.35 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0633'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, 17.8 METERS
 DO0633'(58.4 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD CROSSING, 13.6 METERS
 DO0633'(44.6 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF
 DO0633'U.S. HIGHWAY 287, 11.8 METERS (38.7 FT) NORTHEAST OF THE NEAR RAIL.
 DO0633'NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS
 DO0633'THROUGH A 5-INCH LOGO CAP.
 DO0633'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DO0633'THE MARK IS 1.5 M BELOW THE TRACKS.
 DO0633
 DO0633                          STATION RECOVERY (2003)
 DO0633
 DO0633'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 DO0633'MARK IS INTACT AT PRESENT BUT IT IS NEAR BOTTOM OF DITCH AND VERY
 DO0633'SUSCEPTIBLE TO ROAD MAINTENANCE DAMAGE.  WITNESS POST HAS ALREADY BEEN
 DO0633'SHEARED OFF.  ADD TO DESCRIPTION, .3 MILES EAST OF BUTLER ROAD
 DO0633'AND CHANGE 'SOUTHWEST BOUND LANES OF U.S. HIGHWAY 287' TO 'SOUTHEAST
 DO0633'BOUND LANES OF U.S. HIGHWAY 287'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0523 ***********************************************************************
 EM0523  DESIGNATION -  G 1483
 EM0523  PID         -  EM0523
 EM0523  STATE/COUNTY-  TX/WICHITA
 EM0523  USGS QUAD   -  ELECTRA (1991)
 EM0523
 EM0523                         *CURRENT SURVEY CONTROL
 EM0523  ___________________________________________________________________
 EM0523* NAD 83(1986)-  34 01 40.     (N)    098 55 03.     (W)     SCALED    
 EM0523* NAVD 88     -       373.132  (meters)    1224.18   (feet)  ADJUSTED  
 EM0523  ___________________________________________________________________
 EM0523  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 EM0523  DYNAMIC HT  -         372.720 (meters)    1222.83  (feet)  COMP
 EM0523  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 EM0523
 EM0523  VERT ORDER  -  FIRST     CLASS II
 EM0523
 EM0523.The horizontal coordinates were scaled from a topographic map and have
 EM0523.an estimated accuracy of +/- 6 seconds.
 EM0523
 EM0523.The orthometric height was determined by differential leveling
 EM0523.and adjusted by the National Geodetic Survey in June 1991..
 EM0523
 EM0523.The geoid height was determined by GEOID03.
 EM0523
 EM0523.The dynamic height is computed by dividing the NAVD 88
 EM0523.geopotential number by the normal gravity value computed on the
 EM0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0523.degrees latitude (g = 980.6199 gals.).
 EM0523
 EM0523.The modeled gravity was interpolated from observed gravity values.
 EM0523
 EM0523;                    North         East    Units  Estimated Accuracy
 EM0523;SPC TXNC     - 2,261,920.      561,440.      MT  (+/- 180 meters Scaled)
 EM0523
 EM0523                          SUPERSEDED SURVEY CONTROL
 EM0523
 EM0523.No superseded survey control is available for this station.
 EM0523
 EM0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC076652(NAD 83)
 EM0523_MARKER: I = METAL ROD
 EM0523_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0523_SP_SET: STAINLESS STEEL ROD
 EM0523_STAMPING: G 1483 1984
 EM0523_MARK LOGO: NGS   
 EM0523_PROJECTION: FLUSH
 EM0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0523_ROD/PIPE-DEPTH: 4.9  meters
 EM0523
 EM0523  HISTORY     - Date     Condition        Report By
 EM0523  HISTORY     - 1984     MONUMENTED       NGS
 EM0523  HISTORY     - 20010525 GOOD             USPSQD
 EM0523
 EM0523                          STATION DESCRIPTION
 EM0523
 EM0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0523'IN ELECTRA.
 EM0523'IN ELECTRA, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 EM0523'AND WILBARGER STREET, 9.5 METERS (31.2 FT) SOUTHWEST OF THE NEAR RAIL,
 EM0523'9.2 METERS (30.2 FT) NORTHWEST OF THE CENTER OF THE STREET, AND
 EM0523'1.4 METERS (4.6 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 EM0523'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EM0523'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EM0523'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 EM0523
 EM0523                          STATION RECOVERY (2001)
 EM0523
 EM0523'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0582 ***********************************************************************
 EN0582  DESIGNATION -  G 1484
 EN0582  PID         -  EN0582
 EN0582  STATE/COUNTY-  TX/CHILDRESS
 EN0582  USGS QUAD   -  CAREY (1981)
 EN0582
 EN0582                         *CURRENT SURVEY CONTROL
 EN0582  ___________________________________________________________________
 EN0582* NAD 83(1986)-  34 26 45.     (N)    100 15 37.     (W)     SCALED    
 EN0582* NAVD 88     -       602.279  (meters)    1975.98   (feet)  ADJUSTED  
 EN0582  ___________________________________________________________________
 EN0582  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 EN0582  DYNAMIC HT  -         601.589 (meters)    1973.71  (feet)  COMP
 EN0582  MODELED GRAV-     979,470.8   (mgal)                       NAVD 88
 EN0582
 EN0582  VERT ORDER  -  FIRST     CLASS II
 EN0582
 EN0582.The horizontal coordinates were scaled from a topographic map and have
 EN0582.an estimated accuracy of +/- 6 seconds.
 EN0582
 EN0582.The orthometric height was determined by differential leveling
 EN0582.and adjusted by the National Geodetic Survey in June 1991..
 EN0582
 EN0582.The geoid height was determined by GEOID03.
 EN0582
 EN0582.The dynamic height is computed by dividing the NAVD 88
 EN0582.geopotential number by the normal gravity value computed on the
 EN0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0582.degrees latitude (g = 980.6199 gals.).
 EN0582
 EN0582.The modeled gravity was interpolated from observed gravity values.
 EN0582
 EN0582;                    North         East    Units  Estimated Accuracy
 EN0582;SPC TX N     - 1,050,180.      313,930.      MT  (+/- 180 meters Scaled)
 EN0582
 EN0582                          SUPERSEDED SURVEY CONTROL
 EN0582
 EN0582.No superseded survey control is available for this station.
 EN0582
 EN0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD842123(NAD 83)
 EN0582_MARKER: I = METAL ROD
 EN0582_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0582_SP_SET: STAINLESS STEEL ROD
 EN0582_STAMPING: G 1484 1984
 EN0582_MARK LOGO: NGS   
 EN0582_PROJECTION: FLUSH
 EN0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0582_ROD/PIPE-DEPTH: 8.2  meters
 EN0582
 EN0582  HISTORY     - Date     Condition        Report By
 EN0582  HISTORY     - 1984     MONUMENTED       NGS
 EN0582
 EN0582                          STATION DESCRIPTION
 EN0582
 EN0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0582'3.4 KM (2.1 MI) NW FROM CHILDRESS.
 EN0582'3.4 KM (2.1 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 EN0582'WITH U.S. HIGHWAY 83 AT CHILDRESS, IN THE NORTHEAST ANGLE OF A
 EN0582'CROSSROAD, 18.7 M (61.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 EN0582'NORTHWEST BOUND LANES OF THE HIGHWAY, 11.6 M (38.1 FT) EAST OF THE
 EN0582'CENTER OF A DIRT ROAD LEADING NORTH, 2.6 M (8.5 FT) SOUTHEAST OF A
 EN0582'FENCE CORNER, AND 2.3 M (7.5 FT) EAST OF A UTILITY POLE AT A UTILITY
 EN0582'LINE CROSSING OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 EN0582'THROUGH A 5-INCH LOGO CAP.
 EN0582'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EN0582'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0920 ***********************************************************************
 DN0920  DESIGNATION -  G 1485
 DN0920  PID         -  DN0920
 DN0920  STATE/COUNTY-  TX/WISE
 DN0920  USGS QUAD   -  RHOME (1972)
 DN0920
 DN0920                         *CURRENT SURVEY CONTROL
 DN0920  ___________________________________________________________________
 DN0920* NAD 83(1986)-  33 00 08.     (N)    097 25 17.     (W)     SCALED    
 DN0920* NAVD 88     -       265.014  (meters)     869.47   (feet)  ADJUSTED  
 DN0920  ___________________________________________________________________
 DN0920  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DN0920  DYNAMIC HT  -         264.702 (meters)     868.44  (feet)  COMP
 DN0920  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 DN0920
 DN0920  VERT ORDER  -  FIRST     CLASS II
 DN0920
 DN0920.The horizontal coordinates were scaled from a topographic map and have
 DN0920.an estimated accuracy of +/- 6 seconds.
 DN0920
 DN0920.The orthometric height was determined by differential leveling
 DN0920.and adjusted by the National Geodetic Survey in June 1991..
 DN0920
 DN0920.The geoid height was determined by GEOID03.
 DN0920
 DN0920.The dynamic height is computed by dividing the NAVD 88
 DN0920.geopotential number by the normal gravity value computed on the
 DN0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0920.degrees latitude (g = 980.6199 gals.).
 DN0920
 DN0920.The modeled gravity was interpolated from observed gravity values.
 DN0920
 DN0920;                    North         East    Units  Estimated Accuracy
 DN0920;SPC TXNC     - 2,148,620.      700,780.      MT  (+/- 180 meters Scaled)
 DN0920
 DN0920                          SUPERSEDED SURVEY CONTROL
 DN0920
 DN0920.No superseded survey control is available for this station.
 DN0920
 DN0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB474526(NAD 83)
 DN0920_MARKER: I = METAL ROD
 DN0920_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0920+WITH SETTING: INFORMATION.
 DN0920_SP_SET: SHALLOW SET METAL ROD
 DN0920_STAMPING: G 1485 1984
 DN0920_MARK LOGO: NGS   
 DN0920_PROJECTION: FLUSH
 DN0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0920_ROD/PIPE-DEPTH: 0.9  meters
 DN0920
 DN0920  HISTORY     - Date     Condition        Report By
 DN0920  HISTORY     - 1984     MONUMENTED       NGS
 DN0920  HISTORY     - 19990827 GOOD             USPSQD
 DN0920
 DN0920                          STATION DESCRIPTION
 DN0920
 DN0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0920'7.6 KM (4.7 MI) SE FROM RHOME.
 DN0920'7.6 KM (4.7 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0920'FROM ITS JUNCTION WITH 2ND STREET IN RHOME, 32.6 METERS (107.0 FT)
 DN0920'SOUTHWEST OF THE NEAR RAIL, 20.3 METERS (66.6 FT) WEST OF UTILITY POLE
 DN0920'NUMBER F 18-655, 9.5 METERS (31.2 FT) SOUTHWEST OF THE CENTER OF A
 DN0920'PAVED ROAD, AND 0.3 METER (1.0 FT) NORTHEAST OF A FENCE.  NOTE=REFUSAL
 DN0920'WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DN0920'LOGO CAP.
 DN0920'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DN0920'THE MARK IS 0.2 M BELOW THE ROAD.
 DN0920
 DN0920                          STATION RECOVERY (1999)
 DN0920
 DN0920'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0940 ***********************************************************************
 DN0940  DESIGNATION -  G 1486
 DN0940  PID         -  DN0940
 DN0940  STATE/COUNTY-  TX/WISE
 DN0940  USGS QUAD   -  SUNSET (1978)
 DN0940
 DN0940                         *CURRENT SURVEY CONTROL
 DN0940  ___________________________________________________________________
 DN0940* NAD 83(1986)-  33 25 45.     (N)    097 45 21.     (W)     SCALED    
 DN0940* NAVD 88     -       289.537  (meters)     949.92   (feet)  ADJUSTED  
 DN0940  ___________________________________________________________________
 DN0940  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DN0940  DYNAMIC HT  -         289.216 (meters)     948.87  (feet)  COMP
 DN0940  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 DN0940
 DN0940  VERT ORDER  -  FIRST     CLASS II
 DN0940
 DN0940.The horizontal coordinates were scaled from a topographic map and have
 DN0940.an estimated accuracy of +/- 6 seconds.
 DN0940
 DN0940.The orthometric height was determined by differential leveling
 DN0940.and adjusted by the National Geodetic Survey in June 1991..
 DN0940
 DN0940.The geoid height was determined by GEOID03.
 DN0940
 DN0940.The dynamic height is computed by dividing the NAVD 88
 DN0940.geopotential number by the normal gravity value computed on the
 DN0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0940.degrees latitude (g = 980.6199 gals.).
 DN0940
 DN0940.The modeled gravity was interpolated from observed gravity values.
 DN0940
 DN0940;                    North         East    Units  Estimated Accuracy
 DN0940;SPC TXNC     - 2,195,690.      669,200.      MT  (+/- 180 meters Scaled)
 DN0940
 DN0940                          SUPERSEDED SURVEY CONTROL
 DN0940
 DN0940.No superseded survey control is available for this station.
 DN0940
 DN0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB156995(NAD 83)
 DN0940_MARKER: I = METAL ROD
 DN0940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN0940_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN0940_STAMPING: G 1486 1984
 DN0940_MARK LOGO: NGS   
 DN0940_PROJECTION: FLUSH
 DN0940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0940+STABILITY: POSITION/ELEVATION WELL
 DN0940_ROD/PIPE-DEPTH: 9.7  meters
 DN0940_SLEEVE-DEPTH  : 8.8 meters
 DN0940
 DN0940  HISTORY     - Date     Condition        Report By
 DN0940  HISTORY     - 1984     MONUMENTED       NGS
 DN0940
 DN0940                          STATION DESCRIPTION
 DN0940
 DN0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0940'17.2 KM (10.7 MI) SE FROM BOWIE.
 DN0940'17.2 KM (10.7 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0940'FROM THE STATION IN BOWIE, 0.6 KM (0.35 MI) SOUTHEAST OF THE
 DN0940'WISE-MONTAGUE COUNTY LINE, 45.1 METERS (147.9 FT) SOUTH-SOUTHWEST OF
 DN0940'THE SOUTHWEST END OF A CONCRETE PIPE CULVERT, 135.0 METERS (442.9 FT)
 DN0940'SOUTHWEST OF THE NEAR RAIL, 50.9 METERS (167.0 FT) SOUTHWEST OF THE
 DN0940'SOUTHEAST BOUND LANES OF U.S. HIGHWAY 287 AND 81, 39.0 METERS
 DN0940'(128.0 FT) SOUTHWEST OF THE NORTHWEST END OF A CONCRETE PIPE CULVERT,
 DN0940'20.4 METERS (66.9 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD,
 DN0940'6.1 METERS (20.0 FT) SOUTHEAST OF A FENCE CORNER, 0.8 METER (2.6 FT)
 DN0940'NORTHEAST OF A FENCE, AND 0.3 METER (1.0 FT) NORTHWEST OF A WITNESS
 DN0940'POST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DN0940'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DN0940'THE MARK IS ABOVE LEVEL WITH TE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0552 ***********************************************************************
 EM0552  DESIGNATION -  G 1487
 EM0552  PID         -  EM0552
 EM0552  STATE/COUNTY-  TX/HARDEMAN
 EM0552  USGS QUAD   -  ODELL (1985)
 EM0552
 EM0552                         *CURRENT SURVEY CONTROL
 EM0552  ___________________________________________________________________
 EM0552* NAD 83(1986)-  34 15 08.     (N)    099 29 10.     (W)     SCALED    
 EM0552* NAVD 88     -       434.862  (meters)    1426.71   (feet)  ADJUSTED  
 EM0552  ___________________________________________________________________
 EM0552  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0552  DYNAMIC HT  -         434.373 (meters)    1425.11  (feet)  COMP
 EM0552  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 EM0552
 EM0552  VERT ORDER  -  FIRST     CLASS II
 EM0552
 EM0552.The horizontal coordinates were scaled from a topographic map and have
 EM0552.an estimated accuracy of +/- 6 seconds.
 EM0552
 EM0552.The orthometric height was determined by differential leveling
 EM0552.and adjusted by the National Geodetic Survey in June 1991..
 EM0552
 EM0552.The geoid height was determined by GEOID03.
 EM0552
 EM0552.The dynamic height is computed by dividing the NAVD 88
 EM0552.geopotential number by the normal gravity value computed on the
 EM0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0552.degrees latitude (g = 980.6199 gals.).
 EM0552
 EM0552.The modeled gravity was interpolated from observed gravity values.
 EM0552
 EM0552;                    North         East    Units  Estimated Accuracy
 EM0552;SPC TXNC     - 2,287,160.      509,160.      MT  (+/- 180 meters Scaled)
 EM0552
 EM0552                          SUPERSEDED SURVEY CONTROL
 EM0552
 EM0552.No superseded survey control is available for this station.
 EM0552
 EM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC552902(NAD 83)
 EM0552_MARKER: I = METAL ROD
 EM0552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0552_SP_SET: STAINLESS STEEL ROD
 EM0552_STAMPING: G 1487 1984
 EM0552_MARK LOGO: NGS   
 EM0552_PROJECTION: FLUSH
 EM0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0552_ROD/PIPE-DEPTH: 14.0 meters
 EM0552
 EM0552  HISTORY     - Date     Condition        Report By
 EM0552  HISTORY     - 1984     MONUMENTED       NGS
 EM0552
 EM0552                          STATION DESCRIPTION
 EM0552
 EM0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0552'2.7 KM (1.7 MI) SE FROM CHILLICOTHE.
 EM0552'2.7 KM (1.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM THE POST
 EM0552'OFFICE IN CHILLICOTHE, 26.2 M (86.0 FT) SOUTHWEST OF MILEPOST 177,
 EM0552'19.4 M (63.6 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 EM0552'THE HIGHWAY, 12.7 M (41.7 FT) SOUTH OF THE NEAR RAIL, AND 0.8 M
 EM0552'(2.6 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 EM0552'THROUGH A 5-INCH LOGO CAP.
 EM0552'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EM0552'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1286 ***********************************************************************
 GL1286  DESIGNATION -  G 1488
 GL1286  PID         -  GL1286
 GL1286  STATE/COUNTY-  TX/DALLAM
 GL1286  USGS QUAD   -  DALHART WEST (1973)
 GL1286
 GL1286                         *CURRENT SURVEY CONTROL
 GL1286  ___________________________________________________________________
 GL1286* NAD 83(1986)-  36 05 39.     (N)    102 30 33.     (W)     SCALED    
 GL1286* NAVD 88     -      1214.177  (meters)    3983.51   (feet)  ADJUSTED  
 GL1286  ___________________________________________________________________
 GL1286  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 GL1286  DYNAMIC HT  -        1212.770 (meters)    3978.90  (feet)  COMP
 GL1286  MODELED GRAV-     979,432.2   (mgal)                       NAVD 88
 GL1286
 GL1286  VERT ORDER  -  FIRST     CLASS II
 GL1286
 GL1286.The horizontal coordinates were scaled from a topographic map and have
 GL1286.an estimated accuracy of +/- 6 seconds.
 GL1286
 GL1286.The orthometric height was determined by differential leveling
 GL1286.and adjusted by the National Geodetic Survey in June 1991..
 GL1286
 GL1286.The geoid height was determined by GEOID03.
 GL1286
 GL1286.The dynamic height is computed by dividing the NAVD 88
 GL1286.geopotential number by the normal gravity value computed on the
 GL1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1286.degrees latitude (g = 980.6199 gals.).
 GL1286
 GL1286.The modeled gravity was interpolated from observed gravity values.
 GL1286
 GL1286;                    North         East    Units  Estimated Accuracy
 GL1286;SPC TX N     - 1,232,790.      109,120.      MT  (+/- 180 meters Scaled)
 GL1286
 GL1286                          SUPERSEDED SURVEY CONTROL
 GL1286
 GL1286.No superseded survey control is available for this station.
 GL1286
 GL1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV242972(NAD 83)
 GL1286_MARKER: I = METAL ROD
 GL1286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1286_SP_SET: STAINLESS STEEL ROD
 GL1286_STAMPING: G 1488 1985
 GL1286_MARK LOGO: NGS   
 GL1286_PROJECTION: FLUSH
 GL1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1286_ROD/PIPE-DEPTH: 4.9  meters
 GL1286
 GL1286  HISTORY     - Date     Condition        Report By
 GL1286  HISTORY     - 1985     MONUMENTED       NGS
 GL1286
 GL1286                          STATION DESCRIPTION
 GL1286
 GL1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1286'3.7 KM (2.3 MI) NORTH FROM DALHART.
 GL1286'3.7 KM (2.3 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1286'WITH U.S. HIGHWAY 54 IN DALHART, 82.9 M (272.0 FT) SOUTH OF THE CENTER
 GL1286'OF A DRIVEWAY LEADING TO KXIT RADIO STATION, 32.0 M (105.0 FT)
 GL1286'EAST-SOUTHEAST OF A UTILITY POLE WITH THREE GUY WIRES, 30.8 M (101.0
 GL1286'FT) NORTHWEST OF THE NORTHWEST CORNER OF A CULVERT, 24.4 M (80.0 FT)
 GL1286'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.2 M (4.0 FT) WEST OF A
 GL1286'FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GL1286'LOGO CAP.
 GL1286'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 GL1286'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0571 ***********************************************************************
 EM0571  DESIGNATION -  G 1489
 EM0571  PID         -  EM0571
 EM0571  STATE/COUNTY-  TX/HARDEMAN
 EM0571  USGS QUAD   -  GOODLETT (1990)
 EM0571
 EM0571                         *CURRENT SURVEY CONTROL
 EM0571  ___________________________________________________________________
 EM0571* NAD 83(1986)-  34 20 52.     (N)    099 56 01.     (W)     SCALED    
 EM0571* NAVD 88     -       492.042  (meters)    1614.31   (feet)  ADJUSTED  
 EM0571  ___________________________________________________________________
 EM0571  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 EM0571  DYNAMIC HT  -         491.486 (meters)    1612.48  (feet)  COMP
 EM0571  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 EM0571
 EM0571  VERT ORDER  -  FIRST     CLASS II
 EM0571
 EM0571.The horizontal coordinates were scaled from a topographic map and have
 EM0571.an estimated accuracy of +/- 6 seconds.
 EM0571
 EM0571.The orthometric height was determined by differential leveling
 EM0571.and adjusted by the National Geodetic Survey in June 1991..
 EM0571
 EM0571.The geoid height was determined by GEOID03.
 EM0571
 EM0571.The dynamic height is computed by dividing the NAVD 88
 EM0571.geopotential number by the normal gravity value computed on the
 EM0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0571.degrees latitude (g = 980.6199 gals.).
 EM0571
 EM0571.The modeled gravity was interpolated from observed gravity values.
 EM0571
 EM0571;                    North         East    Units  Estimated Accuracy
 EM0571;SPC TXNC     - 2,298,240.      468,090.      MT  (+/- 180 meters Scaled)
 EM0571
 EM0571                          SUPERSEDED SURVEY CONTROL
 EM0571
 EM0571.No superseded survey control is available for this station.
 EM0571
 EM0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD141011(NAD 83)
 EM0571_MARKER: I = METAL ROD
 EM0571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0571_SP_SET: STAINLESS STEEL ROD
 EM0571_STAMPING: G 1489 1984
 EM0571_MARK LOGO: NGS   
 EM0571_PROJECTION: FLUSH
 EM0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0571_ROD/PIPE-DEPTH: 5.5  meters
 EM0571
 EM0571  HISTORY     - Date     Condition        Report By
 EM0571  HISTORY     - 1984     MONUMENTED       NGS
 EM0571
 EM0571                          STATION DESCRIPTION
 EM0571
 EM0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0571'19.1 KM (11.85 MI) NW FROM QUANAH.
 EM0571'19.1 KM (11.85 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EM0571'JUNCTION WITH STATE HIGHWAY 6 IN QUANAH, 22.8 M (74.8 FT) NORTH OF THE
 EM0571'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 18.8 M
 EM0571'(61.7 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH, AND 4.6
 EM0571'M (15.1 FT) WEST OF THE EAST END OF A FENCE LINE.  NOTE=ACCESS TO THE
 EM0571'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EM0571'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EM0571'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0631 ***********************************************************************
 EN0631  DESIGNATION -  G 1490
 EN0631  PID         -  EN0631
 EN0631  STATE/COUNTY-  TX/DONLEY
 EN0631  USGS QUAD   -  CLARENDON (1982)
 EN0631
 EN0631                         *CURRENT SURVEY CONTROL
 EN0631  ___________________________________________________________________
 EN0631* NAD 83(1986)-  34 59 54.     (N)    100 53 31.     (W)     SCALED    
 EN0631* NAVD 88     -       792.465  (meters)    2599.95   (feet)  ADJUSTED  
 EN0631  ___________________________________________________________________
 EN0631  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EN0631  DYNAMIC HT  -         791.560 (meters)    2596.98  (feet)  COMP
 EN0631  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 EN0631
 EN0631  VERT ORDER  -  FIRST     CLASS II
 EN0631
 EN0631.The horizontal coordinates were scaled from a topographic map and have
 EN0631.an estimated accuracy of +/- 6 seconds.
 EN0631
 EN0631.The orthometric height was determined by differential leveling
 EN0631.and adjusted by the National Geodetic Survey in June 1991..
 EN0631
 EN0631.The geoid height was determined by GEOID03.
 EN0631
 EN0631.The dynamic height is computed by dividing the NAVD 88
 EN0631.geopotential number by the normal gravity value computed on the
 EN0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0631.degrees latitude (g = 980.6199 gals.).
 EN0631
 EN0631.The modeled gravity was interpolated from observed gravity values.
 EN0631
 EN0631;                    North         East    Units  Estimated Accuracy
 EN0631;SPC TX N     - 1,110,920.      255,510.      MT  (+/- 180 meters Scaled)
 EN0631
 EN0631                          SUPERSEDED SURVEY CONTROL
 EN0631
 EN0631.No superseded survey control is available for this station.
 EN0631
 EN0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD273744(NAD 83)
 EN0631_MARKER: I = METAL ROD
 EN0631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0631_SP_SET: STAINLESS STEEL ROD
 EN0631_STAMPING: G 1490 1984
 EN0631_MARK LOGO: NGS   
 EN0631_PROJECTION: FLUSH
 EN0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0631_ROD/PIPE-DEPTH: 13.4 meters
 EN0631
 EN0631  HISTORY     - Date     Condition        Report By
 EN0631  HISTORY     - 1984     MONUMENTED       NGS
 EN0631
 EN0631                          STATION DESCRIPTION
 EN0631
 EN0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0631'6.2 KM (3.85 MI) NORTH FROM CLARENDON.
 EN0631'6.2 KM (3.85 MI) NORTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 EN0631'WITH U.S. HIGHWAY 287 AT THE WEST EDGE OF CLARENDON, 22.6 M (74.1 FT)
 EN0631'EAST OF THE CENTERLINE OF THE HIGHWAY, 21.1 M (69.2 FT) SOUTH OF THE
 EN0631'CENTER OF A DIRT ROAD LEADING EAST, 17.6 M (57.7 FT) SOUTH OF A FENCE
 EN0631'CORNER, AND 1.8 M (5.9 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO
 EN0631'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0631'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 EN0631'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1590 ***********************************************************************
 FL1590  DESIGNATION -  G 1491
 FL1590  PID         -  FL1590
 FL1590  STATE/COUNTY-  TX/POTTER
 FL1590  USGS QUAD   -  PULLMAN (1973)
 FL1590
 FL1590                         *CURRENT SURVEY CONTROL
 FL1590  ___________________________________________________________________
 FL1590* NAD 83(1986)-  35 11 51.     (N)    101 41 15.     (W)     SCALED    
 FL1590* NAVD 88     -      1094.842  (meters)    3591.99   (feet)  ADJUSTED  
 FL1590  ___________________________________________________________________
 FL1590  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL1590  DYNAMIC HT  -        1093.540 (meters)    3587.72  (feet)  COMP
 FL1590  MODELED GRAV-     979,407.3   (mgal)                       NAVD 88
 FL1590
 FL1590  VERT ORDER  -  FIRST     CLASS II
 FL1590
 FL1590.The horizontal coordinates were scaled from a topographic map and have
 FL1590.an estimated accuracy of +/- 6 seconds.
 FL1590
 FL1590.The orthometric height was determined by differential leveling
 FL1590.and adjusted by the National Geodetic Survey in June 1991..
 FL1590
 FL1590.The geoid height was determined by GEOID03.
 FL1590
 FL1590.The dynamic height is computed by dividing the NAVD 88
 FL1590.geopotential number by the normal gravity value computed on the
 FL1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1590.degrees latitude (g = 980.6199 gals.).
 FL1590
 FL1590.The modeled gravity was interpolated from observed gravity values.
 FL1590
 FL1590;                    North         East    Units  Estimated Accuracy
 FL1590;SPC TX N     - 1,132,860.      182,930.      MT  (+/- 180 meters Scaled)
 FL1590
 FL1590                          SUPERSEDED SURVEY CONTROL
 FL1590
 FL1590.No superseded survey control is available for this station.
 FL1590
 FL1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD553982(NAD 83)
 FL1590_MARKER: I = METAL ROD
 FL1590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1590_SP_SET: STAINLESS STEEL ROD
 FL1590_STAMPING: G 1491 1984
 FL1590_MARK LOGO: NGS   
 FL1590_PROJECTION: FLUSH
 FL1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1590_ROD/PIPE-DEPTH: 12.5 meters
 FL1590
 FL1590  HISTORY     - Date     Condition        Report By
 FL1590  HISTORY     - 1984     MONUMENTED       NGS
 FL1590
 FL1590                          STATION DESCRIPTION
 FL1590
 FL1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1590'14.1 KM (8.75 MI) EAST FROM AMARILLO.
 FL1590'14.1 KM (8.75 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FL1590'JUNCTION WITH INTERSTATE HIGHWAY 27 IN AMARILLO, 36.0 M (118.1 FT)
 FL1590'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY
 FL1590'AND 27.1 M (88.9 FT) SOUTHEAST OF MILEPOST 79.  NOTE=ACCESS TO THE
 FL1590'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1590'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 FL1590'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1581 ***********************************************************************
 FL1581  DESIGNATION -  G 1492
 FL1581  PID         -  FL1581
 FL1581  STATE/COUNTY-  TX/POTTER
 FL1581  USGS QUAD   -  AMARILLO EAST (1973)
 FL1581
 FL1581                         *CURRENT SURVEY CONTROL
 FL1581  ___________________________________________________________________
 FL1581* NAD 83(1986)-  35 11 33.     (N)    101 49 02.     (W)     SCALED    
 FL1581* NAVD 88     -      1103.827  (meters)    3621.47   (feet)  ADJUSTED  
 FL1581  ___________________________________________________________________
 FL1581  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FL1581  DYNAMIC HT  -        1102.515 (meters)    3617.17  (feet)  COMP
 FL1581  MODELED GRAV-     979,407.8   (mgal)                       NAVD 88
 FL1581
 FL1581  VERT ORDER  -  FIRST     CLASS II
 FL1581
 FL1581.The horizontal coordinates were scaled from a topographic map and have
 FL1581.an estimated accuracy of +/- 6 seconds.
 FL1581
 FL1581.The orthometric height was determined by differential leveling
 FL1581.and adjusted by the National Geodetic Survey in June 1991..
 FL1581
 FL1581.The geoid height was determined by GEOID03.
 FL1581
 FL1581.The dynamic height is computed by dividing the NAVD 88
 FL1581.geopotential number by the normal gravity value computed on the
 FL1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1581.degrees latitude (g = 980.6199 gals.).
 FL1581
 FL1581.The modeled gravity was interpolated from observed gravity values.
 FL1581
 FL1581;                    North         East    Units  Estimated Accuracy
 FL1581;SPC TX N     - 1,132,340.      171,110.      MT  (+/- 180 meters Scaled)
 FL1581
 FL1581                          SUPERSEDED SURVEY CONTROL
 FL1581
 FL1581.No superseded survey control is available for this station.
 FL1581
 FL1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD434980(NAD 83)
 FL1581_MARKER: DB = BENCH MARK DISK
 FL1581_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1581_SP_SET: PIER
 FL1581_STAMPING: G 1492 1984
 FL1581_MARK LOGO: NGS   
 FL1581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1581+STABILITY: POSITION/ELEVATION WELL
 FL1581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FL1581+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 FL1581
 FL1581  HISTORY     - Date     Condition        Report By
 FL1581  HISTORY     - 1984     MONUMENTED       NGS
 FL1581  HISTORY     - 20040804 GOOD             USPSQD
 FL1581  HISTORY     - 20060713 GOOD             GEOCAC
 FL1581
 FL1581                          STATION DESCRIPTION
 FL1581
 FL1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1581'IN AMARILLO.
 FL1581'IN AMARILLO, AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND ROSS
 FL1581'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY 1 OF
 FL1581'10 COLUMNS OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF THE EAST
 FL1581'BOUND HIGHWAY OVERPASS OF THE STREET (EXIT 71), 7.2 M (23.6 FT) SOUTH
 FL1581'OF THE CENTER OF THE EAST BOUND LANES OF THE HIGHWAY, AND 5.7 M (18.7
 FL1581'FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE STREET.
 FL1581'THE MARK IS 1.4 M ABOVE THE STREET.
 FL1581
 FL1581                          STATION RECOVERY (2004)
 FL1581
 FL1581'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1581'RECOVERED IN GOOD CONDITION.
 FL1581
 FL1581                          STATION RECOVERY (2006)
 FL1581
 FL1581'RECOVERY NOTE BY GEOCACHING 2006 (JEH)
 FL1581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0805 ***********************************************************************
 FM0805  DESIGNATION -  G 1493
 FM0805  PID         -  FM0805
 FM0805  STATE/COUNTY-  TX/POTTER
 FM0805  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0805
 FM0805                         *CURRENT SURVEY CONTROL
 FM0805  ___________________________________________________________________
 FM0805* NAD 83(1986)-  35 17 09.     (N)    102 03 42.     (W)     SCALED    
 FM0805* NAVD 88     -      1068.495  (meters)    3505.55   (feet)  ADJUSTED  
 FM0805  ___________________________________________________________________
 FM0805  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 FM0805  DYNAMIC HT  -        1067.230 (meters)    3501.40  (feet)  COMP
 FM0805  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 FM0805
 FM0805  VERT ORDER  -  FIRST     CLASS II
 FM0805
 FM0805.The horizontal coordinates were scaled from a topographic map and have
 FM0805.an estimated accuracy of +/- 6 seconds.
 FM0805
 FM0805.The orthometric height was determined by differential leveling
 FM0805.and adjusted by the National Geodetic Survey in June 1991..
 FM0805
 FM0805.The geoid height was determined by GEOID03.
 FM0805
 FM0805.The dynamic height is computed by dividing the NAVD 88
 FM0805.geopotential number by the normal gravity value computed on the
 FM0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0805.degrees latitude (g = 980.6199 gals.).
 FM0805
 FM0805.The modeled gravity was interpolated from observed gravity values.
 FM0805
 FM0805;                    North         East    Units  Estimated Accuracy
 FM0805;SPC TX N     - 1,142,790.      148,910.      MT  (+/- 180 meters Scaled)
 FM0805
 FM0805                          SUPERSEDED SURVEY CONTROL
 FM0805
 FM0805.No superseded survey control is available for this station.
 FM0805
 FM0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV672087(NAD 83)
 FM0805_MARKER: I = METAL ROD
 FM0805_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FM0805+WITH SETTING: INFORMATION.
 FM0805_SP_SET: SHALLOW-SET METAL ROD
 FM0805_STAMPING: G 1493 1985
 FM0805_MARK LOGO: NGS   
 FM0805_PROJECTION: FLUSH
 FM0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0805_ROD/PIPE-DEPTH: 2.5  meters
 FM0805
 FM0805  HISTORY     - Date     Condition        Report By
 FM0805  HISTORY     - 1985     MONUMENTED       NGS
 FM0805
 FM0805                          STATION DESCRIPTION
 FM0805
 FM0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0805'17.8 KM (11.05 MI) NW FROM AMARILLO.
 FM0805'17.8 KM (11.05 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0805'JUNCTION WITH U,S, HIGHWAY 66 IN AMARILLO, 1.6 KM (1.0 MI) NORTHWEST
 FM0805'OF THE INTERSECTION OF RANCH ROAD 2381, 24.5 M (804. FT) SOUTHEAST OF
 FM0805'THE CENTER OF A GATE AND FIELD ENTRANCE, AND 15.0 M (49.2 FT)
 FM0805'SOUTHWEST OF THE CENTERLINE OF THE ROAD. NOTE--ACCESS TO DATUM POINT
 FM0805'IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0805'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 FM0805'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1559 ***********************************************************************
 FL1559  DESIGNATION -  G 1494
 FL1559  PID         -  FL1559
 FL1559  STATE/COUNTY-  TX/POTTER
 FL1559  USGS QUAD   -  CLIFFSIDE (1973)
 FL1559
 FL1559                         *CURRENT SURVEY CONTROL
 FL1559  ___________________________________________________________________
 FL1559* NAD 83(1986)-  35 15 32.     (N)    101 58 08.     (W)     SCALED    
 FL1559* NAVD 88     -      1077.249  (meters)    3534.27   (feet)  ADJUSTED  
 FL1559  ___________________________________________________________________
 FL1559  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FL1559  DYNAMIC HT  -        1075.970 (meters)    3530.08  (feet)  COMP
 FL1559  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 FL1559
 FL1559  VERT ORDER  -  FIRST     CLASS II
 FL1559
 FL1559.The horizontal coordinates were scaled from a topographic map and have
 FL1559.an estimated accuracy of +/- 6 seconds.
 FL1559
 FL1559.The orthometric height was determined by differential leveling
 FL1559.and adjusted by the National Geodetic Survey in June 1991..
 FL1559
 FL1559.The geoid height was determined by GEOID03.
 FL1559
 FL1559.The dynamic height is computed by dividing the NAVD 88
 FL1559.geopotential number by the normal gravity value computed on the
 FL1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1559.degrees latitude (g = 980.6199 gals.).
 FL1559
 FL1559.The modeled gravity was interpolated from observed gravity values.
 FL1559
 FL1559;                    North         East    Units  Estimated Accuracy
 FL1559;SPC TX N     - 1,139,760.      157,340.      MT  (+/- 180 meters Scaled)
 FL1559
 FL1559                          SUPERSEDED SURVEY CONTROL
 FL1559
 FL1559.No superseded survey control is available for this station.
 FL1559
 FL1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE298057(NAD 83)
 FL1559_MARKER: I = METAL ROD
 FL1559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1559_SP_SET: STAINLESS STEEL ROD
 FL1559_STAMPING: G 1494 1985
 FL1559_MARK LOGO: NGS   
 FL1559_PROJECTION: FLUSH
 FL1559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1559_ROD/PIPE-DEPTH: 8.2  meters
 FL1559
 FL1559  HISTORY     - Date     Condition        Report By
 FL1559  HISTORY     - 1985     MONUMENTED       NGS
 FL1559
 FL1559                          STATION DESCRIPTION
 FL1559
 FL1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1559'8.5 KM (5.3 MI) NW FROM AMARILLO.
 FL1559'8.5 KM (5.3 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION
 FL1559'WITH U.S. HIGHWAY 66 IN AMARILLO, 0.1 KM (0.05 MI) NORTHWEST OF A
 FL1559'PAVED ROAD LEADING SOUTH, 17.8 M (58.4 FT) NORTH OF THE CENTERLINE OF
 FL1559'THE ROAD, AND 0.5 M (1.6 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO
 FL1559'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FL1559'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 FL1559'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1308 ***********************************************************************
 GL1308  DESIGNATION -  G 1495
 GL1308  PID         -  GL1308
 GL1308  STATE/COUNTY-  TX/DALLAM
 GL1308  USGS QUAD   -  BOISE CITY SE (1969)
 GL1308
 GL1308                         *CURRENT SURVEY CONTROL
 GL1308  ___________________________________________________________________
 GL1308* NAD 83(1986)-  36 30 00.     (N)    102 32 09.     (W)     SCALED    
 GL1308* NAVD 88     -      1255.938  (meters)    4120.52   (feet)  ADJUSTED  
 GL1308  ___________________________________________________________________
 GL1308  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 GL1308  DYNAMIC HT  -        1254.536 (meters)    4115.92  (feet)  COMP
 GL1308  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 GL1308
 GL1308  VERT ORDER  -  FIRST     CLASS II
 GL1308
 GL1308.The horizontal coordinates were scaled from a topographic map and have
 GL1308.an estimated accuracy of +/- 6 seconds.
 GL1308
 GL1308.The orthometric height was determined by differential leveling
 GL1308.and adjusted by the National Geodetic Survey in June 1991..
 GL1308
 GL1308.The geoid height was determined by GEOID03.
 GL1308
 GL1308.The dynamic height is computed by dividing the NAVD 88
 GL1308.geopotential number by the normal gravity value computed on the
 GL1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1308.degrees latitude (g = 980.6199 gals.).
 GL1308
 GL1308.The modeled gravity was interpolated from observed gravity values.
 GL1308
 GL1308;                    North         East    Units  Estimated Accuracy
 GL1308;SPC TX N     - 1,277,850.      107,190.      MT  (+/- 180 meters Scaled)
 GL1308
 GL1308                          SUPERSEDED SURVEY CONTROL
 GL1308
 GL1308.No superseded survey control is available for this station.
 GL1308
 GL1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA206422(NAD 83)
 GL1308_MARKER: I = METAL ROD
 GL1308_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GL1308_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GL1308_STAMPING: G 1495 1985
 GL1308_MARK LOGO: NGS   
 GL1308_PROJECTION: FLUSH
 GL1308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1308+STABILITY: POSITION/ELEVATION WELL
 GL1308_ROD/PIPE-DEPTH: 12.2 meters
 GL1308_SLEEVE-DEPTH  : 8.8 meters
 GL1308
 GL1308  HISTORY     - Date     Condition        Report By
 GL1308  HISTORY     - 1985     MONUMENTED       NGS
 GL1308
 GL1308                          STATION DESCRIPTION
 GL1308
 GL1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1308'27.8 KM (17.3 MI) SOUTH FROM BOISE CITY OK.
 GL1308'27.8 KM (17.3 FT) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 GL1308'IN BOISE CITY, 32.1 M (105.3 FT) SOUTH OF THE TEXAS-OKLAHOMA STATE
 GL1308'LINE MARKER POST, 13.7 M ( FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GL1308'AND 1.1 M (3.6 FT) NOR OF THE NORTHWEST CORNER OF A TEXAS MONUMENT.
 GL1308'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1308'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2545 ***********************************************************************
 CS2545  DESIGNATION -  G 1496
 CS2545  PID         -  CS2545
 CS2545  STATE/COUNTY-  TX/DALLAS
 CS2545  USGS QUAD   -  DUNCANVILLE (1981)
 CS2545
 CS2545                         *CURRENT SURVEY CONTROL
 CS2545  ___________________________________________________________________
 CS2545* NAD 83(1986)-  32 44 58.     (N)    096 54 11.     (W)     SCALED    
 CS2545* NAVD 88     -       165.902  (meters)     544.30   (feet)  ADJUSTED  
 CS2545  ___________________________________________________________________
 CS2545  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 CS2545  DYNAMIC HT  -         165.712 (meters)     543.67  (feet)  COMP
 CS2545  MODELED GRAV-     979,485.7   (mgal)                       NAVD 88
 CS2545
 CS2545  VERT ORDER  -  FIRST     CLASS II
 CS2545
 CS2545.The horizontal coordinates were scaled from a topographic map and have
 CS2545.an estimated accuracy of +/- 6 seconds.
 CS2545
 CS2545.The orthometric height was determined by differential leveling
 CS2545.and adjusted by the National Geodetic Survey in June 1991..
 CS2545
 CS2545.The geoid height was determined by GEOID03.
 CS2545
 CS2545.The dynamic height is computed by dividing the NAVD 88
 CS2545.geopotential number by the normal gravity value computed on the
 CS2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2545.degrees latitude (g = 980.6199 gals.).
 CS2545
 CS2545.The modeled gravity was interpolated from observed gravity values.
 CS2545
 CS2545;                    North         East    Units  Estimated Accuracy
 CS2545;SPC TXNC     - 2,121,210.      749,640.      MT  (+/- 180 meters Scaled)
 CS2545
 CS2545                          SUPERSEDED SURVEY CONTROL
 CS2545
 CS2545.No superseded survey control is available for this station.
 CS2545
 CS2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB964254(NAD 83)
 CS2545_MARKER: DB = BENCH MARK DISK
 CS2545_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2545_SP_SET: PIER
 CS2545_STAMPING: G 1496 1986
 CS2545_MARK LOGO: NGS   
 CS2545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2545+STABILITY: POSITION/ELEVATION WELL
 CS2545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2545+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 CS2545
 CS2545  HISTORY     - Date     Condition        Report By
 CS2545  HISTORY     - 1986     MONUMENTED       NGS
 CS2545  HISTORY     - 20030217 GOOD             GEOCAC
 CS2545  HISTORY     - 20030414 GOOD             TX1730
 CS2545
 CS2545                          STATION DESCRIPTION
 CS2545
 CS2545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2545'IN DALLAS.
 CS2545'IN DALLAS, AT THE INTERSECTION OF U.S. HIGHWAY 80 (DAVIS STREET) AND
 CS2545'THE SANTA FE RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 CS2545'SOUTHERLY 1 OF 8 COLUMNS OF THE 1ST PIER EAST OF THE WEST ABUTMENT OF
 CS2545'THE EAST BOUND HIGHWAY OVERPASS OF THE RAILROAD, 7.3 M (24.0 FT) SOUTH
 CS2545'THE CENTER OF THE EAST BOUND LANES OF THE HIGHWAY, AND 4.0 M (13.1 FT)
 CS2545'WEST OF THE NEAR RAIL.
 CS2545'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2545
 CS2545                          STATION RECOVERY (2003)
 CS2545
 CS2545'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CS2545'RECOVERED IN GOOD CONDITION.
 CS2545
 CS2545                          STATION RECOVERY (2003)
 CS2545
 CS2545'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS2545'RAILROAD HAS BEEN ABANDONED. BRIDGE IS ON DAVIS STREET IMMEDIATELY
 CS2545'WEST OF CHALK HILL ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0995 ***********************************************************************
 DN0995  DESIGNATION -  G 1497
 DN0995  PID         -  DN0995
 DN0995  STATE/COUNTY-  TX/FANNIN
 DN0995  USGS QUAD   -  TRENTON (1964)
 DN0995
 DN0995                         *CURRENT SURVEY CONTROL
 DN0995  ___________________________________________________________________
 DN0995* NAD 83(1986)-  33 27 56.     (N)    096 21 51.     (W)     SCALED    
 DN0995* NAVD 88     -       227.289  (meters)     745.70   (feet)  ADJUSTED  
 DN0995  ___________________________________________________________________
 DN0995  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DN0995  DYNAMIC HT  -         227.045 (meters)     744.90  (feet)  COMP
 DN0995  MODELED GRAV-     979,559.4   (mgal)                       NAVD 88
 DN0995
 DN0995  VERT ORDER  -  FIRST     CLASS II
 DN0995
 DN0995.The horizontal coordinates were scaled from a topographic map and have
 DN0995.an estimated accuracy of +/- 6 seconds.
 DN0995
 DN0995.The orthometric height was determined by differential leveling
 DN0995.and adjusted by the National Geodetic Survey in June 1991..
 DN0995
 DN0995.The geoid height was determined by GEOID03.
 DN0995
 DN0995.The dynamic height is computed by dividing the NAVD 88
 DN0995.geopotential number by the normal gravity value computed on the
 DN0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0995.degrees latitude (g = 980.6199 gals.).
 DN0995
 DN0995.The modeled gravity was interpolated from observed gravity values.
 DN0995
 DN0995;                    North         East    Units  Estimated Accuracy
 DN0995;SPC TXNC     - 2,201,500.      798,510.      MT  (+/- 180 meters Scaled)
 DN0995
 DN0995                          SUPERSEDED SURVEY CONTROL
 DN0995
 DN0995.No superseded survey control is available for this station.
 DN0995
 DN0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC449060(NAD 83)
 DN0995_MARKER: I = METAL ROD
 DN0995_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0995+WITH SETTING: INFORMATION.
 DN0995_SP_SET: SHALLOW-SET METAL ROD
 DN0995_STAMPING: G 1497 1986
 DN0995_MARK LOGO: NGS   
 DN0995_PROJECTION: FLUSH
 DN0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0995+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 DN0995_ROD/PIPE-DEPTH: 2.5  meters
 DN0995
 DN0995  HISTORY     - Date     Condition        Report By
 DN0995  HISTORY     - 1986     MONUMENTED       NGS
 DN0995  HISTORY     - 19940405 GOOD             USPSQD
 DN0995  HISTORY     - 20020930 GOOD             INDIV
 DN0995
 DN0995                          STATION DESCRIPTION
 DN0995
 DN0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0995'39.0 KM (24.25 MI) SE FROM DENISON.
 DN0995'39.0 KM (24.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS
 DN0995'JUNCTION WITH FARM ROAD 120 IN DENISON, 35.1 M (115.2 FT) SOUTHEAST OF
 DN0995'THE CENTER OF A FIELD ENTRANCE, 19.5 M (64.0 FT) NORTHEAST OF THE
 DN0995'CENTERLINE OF THE HIGHWAY, AND 4.2 M (13.8 FT) SOUTHEAST OF UTILITY
 DN0995'POLE NUMBER 29-8.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 DN0995'LOGO CAP.
 DN0995'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DN0995'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN0995
 DN0995                          STATION RECOVERY (1994)
 DN0995
 DN0995'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0995'RECOVERED IN GOOD CONDITION.
 DN0995
 DN0995                          STATION RECOVERY (2002)
 DN0995
 DN0995'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0995'RECOVERED AS DESCRIBED IN THE 1986 NGS SURVEY WITH EXCEPTION OF
 DN0995'COORDINATES CORRECTED AS (N 33 27.934 / W 096 21.840)BY DAWGIES OF
 DN0995'GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2505 ***********************************************************************
 CS2505  DESIGNATION -  G 1498
 CS2505  PID         -  CS2505
 CS2505  STATE/COUNTY-  TX/ROCKWALL
 CS2505  USGS QUAD   -  ROCKWALL (1973)
 CS2505
 CS2505                         *CURRENT SURVEY CONTROL
 CS2505  ___________________________________________________________________
 CS2505* NAD 83(1986)-  32 57 10.     (N)    096 22 45.     (W)     SCALED    
 CS2505* NAVD 88     -       173.698  (meters)     569.87   (feet)  ADJUSTED  
 CS2505  ___________________________________________________________________
 CS2505  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS2505  DYNAMIC HT  -         173.508 (meters)     569.25  (feet)  COMP
 CS2505  MODELED GRAV-     979,543.1   (mgal)                       NAVD 88
 CS2505
 CS2505  VERT ORDER  -  FIRST     CLASS II
 CS2505
 CS2505.The horizontal coordinates were scaled from a topographic map and have
 CS2505.an estimated accuracy of +/- 6 seconds.
 CS2505
 CS2505.The orthometric height was determined by differential leveling
 CS2505.and adjusted by the National Geodetic Survey in June 1991..
 CS2505
 CS2505.The geoid height was determined by GEOID03.
 CS2505
 CS2505.The dynamic height is computed by dividing the NAVD 88
 CS2505.geopotential number by the normal gravity value computed on the
 CS2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2505.degrees latitude (g = 980.6199 gals.).
 CS2505
 CS2505.The modeled gravity was interpolated from observed gravity values.
 CS2505
 CS2505;                    North         East    Units  Estimated Accuracy
 CS2505;SPC TXNC     - 2,144,620.      798,270.      MT  (+/- 180 meters Scaled)
 CS2505
 CS2505                          SUPERSEDED SURVEY CONTROL
 CS2505
 CS2505.No superseded survey control is available for this station.
 CS2505
 CS2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB449491(NAD 83)
 CS2505_MARKER: I = METAL ROD
 CS2505_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2505_SP_SET: STAINLESS STEEL ROD
 CS2505_STAMPING: G 1498 1986
 CS2505_MARK LOGO: NGS   
 CS2505_PROJECTION: FLUSH
 CS2505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2505+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS2505_ROD/PIPE-DEPTH: 6.9  meters
 CS2505
 CS2505  HISTORY     - Date     Condition        Report By
 CS2505  HISTORY     - 1986     MONUMENTED       NGS
 CS2505  HISTORY     - 20030920 GOOD             INDIV
 CS2505  HISTORY     - 20051031 GOOD             BOHAN
 CS2505
 CS2505                          STATION DESCRIPTION
 CS2505
 CS2505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2505'9.1 KM (5.65 MI) NE FROM ROCKWALL.
 CS2505'9.1 KM (5.65 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS
 CS2505'JUNCTION WITH STATE HIGHWAY 205 IN ROCKWALL, 18.3 M (60.0 FT) WEST OF
 CS2505'THE CENTERLINE OF THE HIGHWAY, 6.6 M (21.7 FT) WEST OF UTILITY
 CS2505'PEDESTAL NUMBER 2149, 5.4 M (17.7 FT) NORTH OF THE CENTER OF A DIRT
 CS2505'ROAD LEADING WEST, AND 1.5 M (4.9 FT) WEST OF A UTILITY POLE.
 CS2505'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2505'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CS2505'THE MARK IS 0.9 M ABOVE THE ROAD.
 CS2505
 CS2505                          STATION RECOVERY (2003)
 CS2505
 CS2505'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GOE)
 CS2505'RECOVERED IN GOOD CONDITION.
 CS2505
 CS2505                          STATION RECOVERY (2005)
 CS2505
 CS2505'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS2505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2566 ***********************************************************************
 CS2566  DESIGNATION -  G 1499
 CS2566  PID         -  CS2566
 CS2566  STATE/COUNTY-  TX/TARRANT
 CS2566  USGS QUAD   -  FORT WORTH (1981)
 CS2566
 CS2566                         *CURRENT SURVEY CONTROL
 CS2566  ___________________________________________________________________
 CS2566* NAD 83(1986)-  32 44 04.     (N)    097 15 14.     (W)     SCALED    
 CS2566* NAVD 88     -       202.901  (meters)     665.68   (feet)  ADJUSTED  
 CS2566  ___________________________________________________________________
 CS2566  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS2566  DYNAMIC HT  -         202.664 (meters)     664.91  (feet)  COMP
 CS2566  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 CS2566
 CS2566  VERT ORDER  -  FIRST     CLASS II
 CS2566
 CS2566.The horizontal coordinates were scaled from a topographic map and have
 CS2566.an estimated accuracy of +/- 6 seconds.
 CS2566
 CS2566.The orthometric height was determined by differential leveling
 CS2566.and adjusted by the National Geodetic Survey in June 1991..
 CS2566
 CS2566.The geoid height was determined by GEOID03.
 CS2566
 CS2566.The dynamic height is computed by dividing the NAVD 88
 CS2566.geopotential number by the normal gravity value computed on the
 CS2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2566.degrees latitude (g = 980.6199 gals.).
 CS2566
 CS2566.The modeled gravity was interpolated from observed gravity values.
 CS2566
 CS2566;                    North         East    Units  Estimated Accuracy
 CS2566;SPC TXNC     - 2,119,100.      716,790.      MT  (+/- 180 meters Scaled)
 CS2566
 CS2566                          SUPERSEDED SURVEY CONTROL
 CS2566
 CS2566.No superseded survey control is available for this station.
 CS2566
 CS2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB636231(NAD 83)
 CS2566_MARKER: DB = BENCH MARK DISK
 CS2566_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CS2566_SP_SET: HIGHLINE TOWER FOUNDATION
 CS2566_STAMPING: G 1499 1986
 CS2566_MARK LOGO: NGS   
 CS2566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2566+STABILITY: POSITION/ELEVATION WELL
 CS2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2566+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2002
 CS2566
 CS2566  HISTORY     - Date     Condition        Report By
 CS2566  HISTORY     - 1986     MONUMENTED       NGS
 CS2566  HISTORY     - 19970301 GOOD             USPSQD
 CS2566  HISTORY     - 20021210 GOOD             GEOCAC
 CS2566
 CS2566                          STATION DESCRIPTION
 CS2566
 CS2566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2566'IN FORT WORTH.
 CS2566'IN FORT WORTH, AT THE INTERSECTION OF EDGEWOOD TERRACE AND THE
 CS2566'MISSOURI PACIFIC RAILROAD, IN THE WEST END OF THE CONCRETE FOUNDATION
 CS2566'OF A HIGHLINE TOWER, 6.7 M (22.0 FT) SOUTH OF THE NEAR RAIL, 6.6 M
 CS2566'(21.7 FT) WEST OF THE EXTENDED CENTER OF THE TERRACE, AND 0.2 M (0.7
 CS2566'FT) EAST OF THE WEST EDGE OF THE FOUNDATION.
 CS2566
 CS2566                          STATION RECOVERY (1997)
 CS2566
 CS2566'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2566'RECOVERED IN GOOD CONDITION.
 CS2566
 CS2566                          STATION RECOVERY (2002)
 CS2566
 CS2566'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0647 ***********************************************************************
 AB0647  DESIGNATION -  G 15
 AB0647  PID         -  AB0647
 AB0647  STATE/COUNTY-  TX/CAMERON
 AB0647  USGS QUAD   -  RIO HONDO (1980)
 AB0647
 AB0647                         *CURRENT SURVEY CONTROL
 AB0647  ___________________________________________________________________
 AB0647* NAD 83(1986)-  26 08 10.     (N)    097 32 39.     (W)     SCALED    
 AB0647* NAVD 88     -         8.536  (meters)      28.01   (feet)  ADJUSTED  
 AB0647  ___________________________________________________________________
 AB0647  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 AB0647  DYNAMIC HT  -           8.522 (meters)      27.96  (feet)  COMP
 AB0647  MODELED GRAV-     979,041.4   (mgal)                       NAVD 88
 AB0647
 AB0647  VERT ORDER  -  SECOND    CLASS 0
 AB0647
 AB0647.The horizontal coordinates were scaled from a topographic map and have
 AB0647.an estimated accuracy of +/- 6 seconds.
 AB0647
 AB0647.The orthometric height was determined by differential leveling
 AB0647.and adjusted by the National Geodetic Survey in June 1991..
 AB0647
 AB0647.The geoid height was determined by GEOID03.
 AB0647
 AB0647.The dynamic height is computed by dividing the NAVD 88
 AB0647.geopotential number by the normal gravity value computed on the
 AB0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0647.degrees latitude (g = 980.6199 gals.).
 AB0647
 AB0647.The modeled gravity was interpolated from observed gravity values.
 AB0647
 AB0647;                    North         East    Units  Estimated Accuracy
 AB0647;SPC TX S     - 5,052,370.      395,590.      MT  (+/- 180 meters Scaled)
 AB0647
 AB0647                          SUPERSEDED SURVEY CONTROL
 AB0647
 AB0647  NGVD 29 (??/??/92)    8.643  (m)           28.36   (f) ADJ UNCH    2 0
 AB0647
 AB0647.Superseded values are not recommended for survey control.
 AB0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0647.See file dsdata.txt to determine how the superseded data were derived.
 AB0647
 AB0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP455915(NAD 83)
 AB0647_MARKER: DD = SURVEY DISK
 AB0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0647_SP_SET: CULVERT
 AB0647_STAMPING: G 15 28.21
 AB0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0647
 AB0647  HISTORY     - Date     Condition        Report By
 AB0647  HISTORY     - UNK      MONUMENTED
 AB0647  HISTORY     - 1942     GOOD             NGS
 AB0647  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0647  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0647  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0647
 AB0647                          STATION DESCRIPTION
 AB0647
 AB0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0647'6.3 MI E FROM SAN BENITO.
 AB0647'6.3 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0647'BENITO, CAMERON COUNTY, 4.5 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0647'TO BAYVIEW.  AT A ROAD INTERSECTION, 36 FEET NORTH OF AND 2 FEET
 AB0647'HIGHER THAN THE CENTERLINE OF THE PAVED ROAD, 27 FEET WEST OF THE
 AB0647'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AT A CONCRETE CULVERT, AND IN
 AB0647'THE CENTER OF THE TOP OF THE NORTH HEADWALL.  A CAMERON COUNTY
 AB0647'STANDARD DISK, STAMPED G 15 28.21.
 AB0647
 AB0647                          STATION RECOVERY (1987)
 AB0647
 AB0647'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0647'MARK NOT FOUND.
 AB0647
 AB0647                          STATION RECOVERY (1987)
 AB0647
 AB0647'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0647'MARK NOT FOUND.
 AB0647
 AB0647                          STATION RECOVERY (1988)
 AB0647
 AB0647'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0662 ***********************************************************************
 BZ0662  DESIGNATION -  G 150
 BZ0662  PID         -  BZ0662
 BZ0662  STATE/COUNTY-  TX/NAVARRO
 BZ0662  USGS QUAD   -  PURDON (1978)
 BZ0662
 BZ0662                         *CURRENT SURVEY CONTROL
 BZ0662  ___________________________________________________________________
 BZ0662* NAD 83(1986)-  31 56 55.     (N)    096 36 54.     (W)     SCALED    
 BZ0662* NAVD 88     -       120.912  (meters)     396.69   (feet)  ADJUSTED  
 BZ0662  ___________________________________________________________________
 BZ0662  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BZ0662  DYNAMIC HT  -         120.770 (meters)     396.23  (feet)  COMP
 BZ0662  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 BZ0662
 BZ0662  VERT ORDER  -  SECOND    CLASS 0
 BZ0662
 BZ0662.The horizontal coordinates were scaled from a topographic map and have
 BZ0662.an estimated accuracy of +/- 6 seconds.
 BZ0662
 BZ0662.The orthometric height was determined by differential leveling
 BZ0662.and adjusted by the National Geodetic Survey in June 1991..
 BZ0662
 BZ0662.The geoid height was determined by GEOID03.
 BZ0662
 BZ0662.The dynamic height is computed by dividing the NAVD 88
 BZ0662.geopotential number by the normal gravity value computed on the
 BZ0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0662.degrees latitude (g = 980.6199 gals.).
 BZ0662
 BZ0662.The modeled gravity was interpolated from observed gravity values.
 BZ0662
 BZ0662;                    North         East    Units  Estimated Accuracy
 BZ0662;SPC TXNC     - 2,032,870.      778,220.      MT  (+/- 180 meters Scaled)
 BZ0662
 BZ0662                          SUPERSEDED SURVEY CONTROL
 BZ0662
 BZ0662  NGVD 29 (??/??/92)  120.895  (m)          396.64   (f) ADJ UNCH    2 0
 BZ0662
 BZ0662.Superseded values are not recommended for survey control.
 BZ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0662.See file dsdata.txt to determine how the superseded data were derived.
 BZ0662
 BZ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA254372(NAD 83)
 BZ0662_MARKER: DB = BENCH MARK DISK
 BZ0662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0662_SP_SET: BUILDING
 BZ0662_STAMPING: G 150 1933 396.636
 BZ0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0662
 BZ0662  HISTORY     - Date     Condition        Report By
 BZ0662  HISTORY     - 1933     MONUMENTED       CGS
 BZ0662  HISTORY     - 1947     GOOD             NGS
 BZ0662
 BZ0662                          STATION DESCRIPTION
 BZ0662
 BZ0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0662'IN PURDON.
 BZ0662'AT PURDON, AT THE SOUTH CORNER OF THE FIRST BRICK BUILDING NORTHWEST
 BZ0662'OF THE ST. LOUIS SOUTHWESTERN RAILWAY STATION, BRONZE DISK SET
 BZ0662'VERTICALLY IN THE SOUTHEAST WALL, 2.5 FEET ABOVE THE CONCRETE WALK,
 BZ0662'1.0 FOOT NORTHEAST OF THE SOUTH CORNER OF THE BUILDING WHICH WAS
 BZ0662'FORMERLY OCCUPIED BY THE FIRST NATIONAL BANK AND IS NOW OCCUPIED BY A
 BZ0662'GENERAL STORE AND SERVICE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5516 ***********************************************************************
 AW5516  DESIGNATION -  G 1500
 AW5516  PID         -  AW5516
 AW5516  STATE/COUNTY-  TX/HARRIS
 AW5516  USGS QUAD   -  SATSUMA (1982)
 AW5516
 AW5516                         *CURRENT SURVEY CONTROL
 AW5516  ___________________________________________________________________
 AW5516* NAD 83(1986)-  29 55 43.     (N)    095 35 32.     (W)     SCALED    
 AW5516* NAVD 88     -        37.586  (meters)     123.31   (feet)  ADJUSTED  
 AW5516  ___________________________________________________________________
 AW5516  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW5516  DYNAMIC HT  -          37.535 (meters)     123.15  (feet)  COMP
 AW5516  MODELED GRAV-     979,289.4   (mgal)                       NAVD 88
 AW5516
 AW5516  VERT ORDER  -  FIRST     CLASS II
 AW5516
 AW5516.The horizontal coordinates were scaled from a topographic map and have
 AW5516.an estimated accuracy of +/- 6 seconds.
 AW5516
 AW5516.The orthometric height was determined by differential leveling
 AW5516.and adjusted by the National Geodetic Survey in June 1991..
 AW5516
 AW5516.The geoid height was determined by GEOID03.
 AW5516
 AW5516.The dynamic height is computed by dividing the NAVD 88
 AW5516.geopotential number by the normal gravity value computed on the
 AW5516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5516.degrees latitude (g = 980.6199 gals.).
 AW5516
 AW5516.The modeled gravity was interpolated from observed gravity values.
 AW5516
 AW5516;                    North         East    Units  Estimated Accuracy
 AW5516;SPC TXSC     - 4,237,010.      928,970.      MT  (+/- 180 meters Scaled)
 AW5516
 AW5516                          SUPERSEDED SURVEY CONTROL
 AW5516
 AW5516  NGVD 29 (12/23/87)   37.579  (m)          123.29   (f) ADJUSTED    1 2
 AW5516
 AW5516.Superseded values are not recommended for survey control.
 AW5516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5516.See file dsdata.txt to determine how the superseded data were derived.
 AW5516
 AW5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP497137(NAD 83)
 AW5516_MARKER: I = METAL ROD
 AW5516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5516_SP_SET: STAINLESS STEEL ROD
 AW5516_STAMPING: G 1500 1986
 AW5516_MARK LOGO: NGS   
 AW5516_PROJECTION: FLUSH
 AW5516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5516_ROD/PIPE-DEPTH: 8.5  meters
 AW5516
 AW5516  HISTORY     - Date     Condition        Report By
 AW5516  HISTORY     - 1986     MONUMENTED       NGS
 AW5516  HISTORY     - 1990     GOOD             USPSQD
 AW5516  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 AW5516
 AW5516                          STATION DESCRIPTION
 AW5516
 AW5516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5516'12.9 KM (8.0 MI) SE FROM CYPRESS.
 AW5516'10.2 KM (6.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS
 AW5516'JUNCTION WITH SPRING-CYPRESS ROAD IN CYPRESS, THENCE 2.7 KM (1.7 MI)
 AW5516'NORTHEASTERLY ALONG FARM ROAD 1960, 23.3 M (76.4 FT) NORTHWEST OF THE
 AW5516'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE ROAD, 9.0 M (29.5 FT)
 AW5516'SOUTH OF THE CENTER OF BECK-MASTEN DRIVE, AND 1.3 M (4.3 FT) WEST OF A
 AW5516'UTILITY POLE WITH 4 GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5516'THROUGH A 5-INCH LOGO CAP.
 AW5516'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AW5516'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 AW5516
 AW5516                          STATION RECOVERY (1990)
 AW5516
 AW5516'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW5516'RECOVERED IN GOOD CONDITION.
 AW5516
 AW5516                          STATION RECOVERY (1994)
 AW5516
 AW5516'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0977 ***********************************************************************
 DN0977  DESIGNATION -  G 1501
 DN0977  PID         -  DN0977
 DN0977  STATE/COUNTY-  TX/GRAYSON
 DN0977  USGS QUAD   -  SHERMAN (1974)
 DN0977
 DN0977                         *CURRENT SURVEY CONTROL
 DN0977  ___________________________________________________________________
 DN0977* NAD 83(1986)-  33 44 22.     (N)    096 32 06.     (W)     SCALED    
 DN0977* NAVD 88     -       220.541  (meters)     723.56   (feet)  ADJUSTED  
 DN0977  ___________________________________________________________________
 DN0977  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DN0977  DYNAMIC HT  -         220.304 (meters)     722.78  (feet)  COMP
 DN0977  MODELED GRAV-     979,559.1   (mgal)                       NAVD 88
 DN0977
 DN0977  VERT ORDER  -  FIRST     CLASS II
 DN0977
 DN0977.The horizontal coordinates were scaled from a topographic map and have
 DN0977.an estimated accuracy of +/- 6 seconds.
 DN0977
 DN0977.The orthometric height was determined by differential leveling
 DN0977.and adjusted by the National Geodetic Survey in June 1991..
 DN0977
 DN0977.The geoid height was determined by GEOID03.
 DN0977
 DN0977.The dynamic height is computed by dividing the NAVD 88
 DN0977.geopotential number by the normal gravity value computed on the
 DN0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0977.degrees latitude (g = 980.6199 gals.).
 DN0977
 DN0977.The modeled gravity was interpolated from observed gravity values.
 DN0977
 DN0977;                    North         East    Units  Estimated Accuracy
 DN0977;SPC TXNC     - 2,231,560.      782,070.      MT  (+/- 180 meters Scaled)
 DN0977
 DN0977                          SUPERSEDED SURVEY CONTROL
 DN0977
 DN0977.No superseded survey control is available for this station.
 DN0977
 DN0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC283359(NAD 83)
 DN0977_MARKER: I = METAL ROD
 DN0977_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0977+WITH SETTING: INFORMATION.
 DN0977_SP_SET: SHALLOW-SET METAL ROD
 DN0977_STAMPING: G 1501 1986
 DN0977_MARK LOGO: NGS   
 DN0977_PROJECTION: FLUSH
 DN0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0977_ROD/PIPE-DEPTH: 1.2  meters
 DN0977
 DN0977  HISTORY     - Date     Condition        Report By
 DN0977  HISTORY     - 1986     MONUMENTED       NGS
 DN0977  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN0977
 DN0977                          STATION DESCRIPTION
 DN0977
 DN0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0977'IN DENISON.
 DN0977'IN DENISON, AT THE INTERSECTION OF U.S. HIGHWAY 69 AND SOUTH HOUSTON
 DN0977'AVENUE, 11.1 M (36.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.4 M
 DN0977'(27.6 FT) EAST OF THE CENTER OF THE AVENUE, AND 1.1 M (3.6 FT) EAST OF
 DN0977'UTILITY POLE NUMBER 2293 765 3650 WITH A STREET LIGHT.  NOTE--ACCESS
 DN0977'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0977'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN0977
 DN0977                          STATION RECOVERY (1999)
 DN0977
 DN0977'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1037 ***********************************************************************
 DN1037  DESIGNATION -  G 1502
 DN1037  PID         -  DN1037
 DN1037  STATE/COUNTY-  TX/MONTAGUE
 DN1037  USGS QUAD   -  RINGGOLD (1968)
 DN1037
 DN1037                         *CURRENT SURVEY CONTROL
 DN1037  ___________________________________________________________________
 DN1037* NAD 83(1986)-  33 46 25.     (N)    097 56 16.     (W)     SCALED    
 DN1037* NAVD 88     -       266.034  (meters)     872.81   (feet)  ADJUSTED  
 DN1037  ___________________________________________________________________
 DN1037  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DN1037  DYNAMIC HT  -         265.744 (meters)     871.86  (feet)  COMP
 DN1037  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 DN1037
 DN1037  VERT ORDER  -  FIRST     CLASS II
 DN1037
 DN1037.The horizontal coordinates were scaled from a topographic map and have
 DN1037.an estimated accuracy of +/- 6 seconds.
 DN1037
 DN1037.The orthometric height was determined by differential leveling
 DN1037.and adjusted by the National Geodetic Survey in June 1991..
 DN1037
 DN1037.The geoid height was determined by GEOID03.
 DN1037
 DN1037.The dynamic height is computed by dividing the NAVD 88
 DN1037.geopotential number by the normal gravity value computed on the
 DN1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1037.degrees latitude (g = 980.6199 gals.).
 DN1037
 DN1037.The modeled gravity was interpolated from observed gravity values.
 DN1037
 DN1037;                    North         East    Units  Estimated Accuracy
 DN1037;SPC TXNC     - 2,233,790.      652,080.      MT  (+/- 180 meters Scaled)
 DN1037
 DN1037                          SUPERSEDED SURVEY CONTROL
 DN1037
 DN1037.No superseded survey control is available for this station.
 DN1037
 DN1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC983375(NAD 83)
 DN1037_MARKER: I = METAL ROD
 DN1037_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1037_SP_SET: STAINLESS STEEL ROD
 DN1037_STAMPING: G 1502 1986
 DN1037_MARK LOGO: NGS   
 DN1037_PROJECTION: FLUSH
 DN1037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1037_ROD/PIPE-DEPTH: 4.4  meters
 DN1037
 DN1037  HISTORY     - Date     Condition        Report By
 DN1037  HISTORY     - 1986     MONUMENTED       NGS
 DN1037  HISTORY     - 19980214 GOOD             USPSQD
 DN1037
 DN1037                          STATION DESCRIPTION
 DN1037
 DN1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1037'40.2 KM (25.0 MI) NORTH FROM BOWIE.
 DN1037'25.0 KM (15.55 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1037'WITH U.S. HIGHWAY 287 IN BOWIE, 33.8 M (110.9 FT) WEST OF THE
 DN1037'CENTERLINE OF THE HIGHWAY, 8.8 M (28.9 FT) SOUTH OF THE CENTER OF A
 DN1037'DIRT ROAD, AND 3.5 M (11.5 FT) EAST OF THE CENTER OF AN IRON ROD GATE.
 DN1037'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1037'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST AND FENCE
 DN1037'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY AND ROAD.
 DN1037
 DN1037                          STATION RECOVERY (1998)
 DN1037
 DN1037'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5681 ***********************************************************************
 AW5681  DESIGNATION -  G 1503
 AW5681  PID         -  AW5681
 AW5681  STATE/COUNTY-  TX/HARRIS
 AW5681  USGS QUAD   -  LA PORTE (1982)
 AW5681
 AW5681                         *CURRENT SURVEY CONTROL
 AW5681  ___________________________________________________________________
 AW5681* NAD 83(1986)-  29 44 26.     (N)    095 05 22.     (W)     SCALED    
 AW5681* NAVD 88     -         6.940  (meters)      22.77   (feet)  ADJUSTED  
 AW5681  ___________________________________________________________________
 AW5681  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW5681  DYNAMIC HT  -           6.931 (meters)      22.74  (feet)  COMP
 AW5681  MODELED GRAV-     979,286.0   (mgal)                       NAVD 88
 AW5681
 AW5681  VERT ORDER  -  FIRST     CLASS II
 AW5681
 AW5681.The horizontal coordinates were scaled from a topographic map and have
 AW5681.an estimated accuracy of +/- 6 seconds.
 AW5681
 AW5681.The orthometric height was determined by differential leveling
 AW5681.and adjusted by the National Geodetic Survey in June 1991..
 AW5681
 AW5681.The geoid height was determined by GEOID03.
 AW5681
 AW5681.The dynamic height is computed by dividing the NAVD 88
 AW5681.geopotential number by the normal gravity value computed on the
 AW5681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5681.degrees latitude (g = 980.6199 gals.).
 AW5681
 AW5681.The modeled gravity was interpolated from observed gravity values.
 AW5681
 AW5681;                    North         East    Units  Estimated Accuracy
 AW5681;SPC TXSC     - 4,217,700.      978,180.      MT  (+/- 180 meters Scaled)
 AW5681
 AW5681                          SUPERSEDED SURVEY CONTROL
 AW5681
 AW5681  NGVD 29 (12/23/87)    6.938  (m)           22.76   (f) ADJUSTED    1 2
 AW5681
 AW5681.Superseded values are not recommended for survey control.
 AW5681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5681.See file dsdata.txt to determine how the superseded data were derived.
 AW5681
 AW5681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN979918(NAD 83)
 AW5681_MARKER: I = METAL ROD
 AW5681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5681_SP_SET: STAINLESS STEEL ROD
 AW5681_STAMPING: G 1503 1986
 AW5681_MARK LOGO: NGS   
 AW5681_PROJECTION: FLUSH
 AW5681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5681+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AW5681_ROD/PIPE-DEPTH: 6.5  meters
 AW5681
 AW5681  HISTORY     - Date     Condition        Report By
 AW5681  HISTORY     - 1986     MONUMENTED       NGS
 AW5681  HISTORY     - 20040426 GOOD             USPSQD
 AW5681  HISTORY     - 20050704 GOOD             USPSQD
 AW5681
 AW5681                          STATION DESCRIPTION
 AW5681
 AW5681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5681'2.9 KM (1.8 MI) SOUTH FROM LYNCHBURG.
 AW5681'2.9 KM (1.8 MI) SOUTH ALONG STATE HIGHWAY 134 FROM THE SOUTH LANDING
 AW5681'OF THE LYNCHBURG FERRY TO THE MARK ON THE LEFT, AT THE TEXAS HIGHWAY
 AW5681'DEPARTMENT HISTORICAL MARKER AND ACROSS THE HIGHWAY FROM PAKTANK-EMPAK
 AW5681'COMPANY, 9.20 METERS (30.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 AW5681'1.98 METERS (6.5 FT) SOUTH-SOUTHWEST OF THE CENTER OF A BRONZE STAR
 AW5681'ATTACHED TO THE WEST FACE OF THE MARKER, 0.49 METER (1.6 FT) SOUTH OF
 AW5681'THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE MARKER.
 AW5681'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5681'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AW5681
 AW5681                          STATION RECOVERY (2004)
 AW5681
 AW5681'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5681'GO TO N29 44 24.6 W095 05 23.4. DESCRIPTION IS GOOD, BUT LID IS
 AW5681'MISSING. SLEEVE IS FULL OF MUD AND GRASS. 4 INCHES BELOW GRADE.
 AW5681
 AW5681                          STATION RECOVERY (2005)
 AW5681
 AW5681'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5681'GO TO N29 44 24.6 W095 05 23.5.  LID IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5406 ***********************************************************************
 AW5406  DESIGNATION -  G 1504
 AW5406  PID         -  AW5406
 AW5406  STATE/COUNTY-  TX/HARRIS
 AW5406  USGS QUAD   -  CLODINE (1995)
 AW5406
 AW5406                         *CURRENT SURVEY CONTROL
 AW5406  ___________________________________________________________________
 AW5406* NAD 83(1986)-  29 42 33.     (N)    095 40 22.     (W)     SCALED    
 AW5406* NAVD 88     -        27.826  (meters)      91.29   (feet)  ADJUSTED  
 AW5406  ___________________________________________________________________
 AW5406  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW5406  DYNAMIC HT  -          27.788 (meters)      91.17  (feet)  COMP
 AW5406  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 AW5406
 AW5406  VERT ORDER  -  FIRST     CLASS II
 AW5406
 AW5406.The horizontal coordinates were scaled from a topographic map and have
 AW5406.an estimated accuracy of +/- 6 seconds.
 AW5406
 AW5406.The orthometric height was determined by differential leveling
 AW5406.and adjusted by the National Geodetic Survey in June 1991..
 AW5406
 AW5406.The geoid height was determined by GEOID03.
 AW5406
 AW5406.The dynamic height is computed by dividing the NAVD 88
 AW5406.geopotential number by the normal gravity value computed on the
 AW5406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5406.degrees latitude (g = 980.6199 gals.).
 AW5406
 AW5406.The modeled gravity was interpolated from observed gravity values.
 AW5406
 AW5406;                    North         East    Units  Estimated Accuracy
 AW5406;SPC TXSC     - 4,212,470.      921,880.      MT  (+/- 180 meters Scaled)
 AW5406
 AW5406                          SUPERSEDED SURVEY CONTROL
 AW5406
 AW5406  NGVD 29 (12/23/87)   27.819  (m)           91.27   (f) ADJUSTED    1 2
 AW5406
 AW5406.Superseded values are not recommended for survey control.
 AW5406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5406.See file dsdata.txt to determine how the superseded data were derived.
 AW5406
 AW5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN414895(NAD 83)
 AW5406_MARKER: I = METAL ROD
 AW5406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5406_SP_SET: STAINLESS STEEL ROD
 AW5406_STAMPING: G 1504 1986
 AW5406_MARK LOGO: NGS   
 AW5406_PROJECTION: FLUSH
 AW5406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5406_ROD/PIPE-DEPTH: 7.6  meters
 AW5406
 AW5406  HISTORY     - Date     Condition        Report By
 AW5406  HISTORY     - 1986     MONUMENTED       NGS
 AW5406  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW5406  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW5406
 AW5406                          STATION DESCRIPTION
 AW5406
 AW5406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5406'1.4 KM (0.85 MI) EAST FROM CLODINE.
 AW5406'1.4 KM (0.9 MI) EAST ALONG ALIEF-CLODINE ROAD FROM THE JUNCTION OF FM
 AW5406'ROAD 1464 IN CLODINE, 0.32 KM (0.2 MI) WEST OF THE CROSSING OF THE
 AW5406'SOUTHERN PACIFIC COMPANY RAILROAD, 11.0 METERS (36.0 FT) SOUTH OF THE
 AW5406'CENTERLINE OF THE ROAD, 2.1 METERS (7.0 FT) EAST OF A GUYED POWER
 AW5406'POLE, 11.5 METERS (37.7 FT) WEST-NORTHWEST OF A TRIPLE-GUYED POWER
 AW5406'POLE, 1.5 METERS (5.0 FT) NORTHWEST OF A GUY ANCHOR.  NOTE--ACCESS TO
 AW5406'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5406'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 AW5406'THE MARK IS 0.6 M BELOW THE ROAD.
 AW5406
 AW5406                          STATION RECOVERY (1994)
 AW5406
 AW5406'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5406'MARK NOT FOUND.
 AW5406
 AW5406                          STATION RECOVERY (2004)
 AW5406
 AW5406'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5474 ***********************************************************************
 AW5474  DESIGNATION -  G 1505
 AW5474  PID         -  AW5474
 AW5474  STATE/COUNTY-  TX/FORT BEND
 AW5474  USGS QUAD   -  SMITHERS LAKE (1980)
 AW5474
 AW5474                         *CURRENT SURVEY CONTROL
 AW5474  ___________________________________________________________________
 AW5474* NAD 83(1986)-  29 28 46.     (N)    095 41 16.     (W)     SCALED    
 AW5474* NAVD 88     -        22.708  (meters)      74.50   (feet)  ADJUSTED  
 AW5474  ___________________________________________________________________
 AW5474  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW5474  DYNAMIC HT  -          22.676 (meters)      74.40  (feet)  COMP
 AW5474  MODELED GRAV-     979,264.6   (mgal)                       NAVD 88
 AW5474
 AW5474  VERT ORDER  -  FIRST     CLASS II
 AW5474
 AW5474.The horizontal coordinates were scaled from a topographic map and have
 AW5474.an estimated accuracy of +/- 6 seconds.
 AW5474
 AW5474.The orthometric height was determined by differential leveling
 AW5474.and adjusted by the National Geodetic Survey in June 1991..
 AW5474
 AW5474.The geoid height was determined by GEOID03.
 AW5474
 AW5474.The dynamic height is computed by dividing the NAVD 88
 AW5474.geopotential number by the normal gravity value computed on the
 AW5474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5474.degrees latitude (g = 980.6199 gals.).
 AW5474
 AW5474.The modeled gravity was interpolated from observed gravity values.
 AW5474
 AW5474;                    North         East    Units  Estimated Accuracy
 AW5474;SPC TXSC     - 4,186,980.      921,150.      MT  (+/- 180 meters Scaled)
 AW5474
 AW5474                          SUPERSEDED SURVEY CONTROL
 AW5474
 AW5474  NGVD 29 (12/23/87)   22.704  (m)           74.49   (f) ADJUSTED    1 2
 AW5474
 AW5474.Superseded values are not recommended for survey control.
 AW5474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5474.See file dsdata.txt to determine how the superseded data were derived.
 AW5474
 AW5474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN393641(NAD 83)
 AW5474_MARKER: I = METAL ROD
 AW5474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5474_SP_SET: STAINLESS STEEL ROD
 AW5474_STAMPING: G 1505 1987
 AW5474_MARK LOGO: NGS   
 AW5474_PROJECTION: FLUSH
 AW5474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5474_ROD/PIPE-DEPTH: 9.7  meters
 AW5474
 AW5474  HISTORY     - Date     Condition        Report By
 AW5474  HISTORY     - 1987     MONUMENTED       NGS
 AW5474  HISTORY     - 1988     GOOD             USPSQD
 AW5474  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW5474  HISTORY     - 19980110 GOOD             USPSQD
 AW5474  HISTORY     - 19981121 GOOD             USPSQD
 AW5474
 AW5474                          STATION DESCRIPTION
 AW5474
 AW5474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5474'19.4 KM (12.05 MI) NE FROM GUY.
 AW5474'12.3 KM (7.65 MI) NORTHEAST ALONG FM ROAD 1994 FROM THE JUNCTION OF
 AW5474'STATE HIGHWAY 36 IN GUY, THENCE 7.1 KM (4.4 MI) NORTHEAST ALONG FM
 AW5474'ROAD 762, 13.1 METERS (43.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 AW5474'ROAD, 6.7 METERS (22.0 FT) NORTHEAST OF THE CENTER OF A FIELD ROAD,
 AW5474'2.7 METERS (9.0 FT) NORTHWEST OF THE NORTHEAST END OF A 24-INCH METAL
 AW5474'CULVERT, 0.7 METER (2.5 FT) SOUTHEAST OF THE NORTHEAST POST OF A GATE.
 AW5474'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5474'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AW5474'THE MARK IS ABOVE LEVEL WITH THE FM ROAD.
 AW5474
 AW5474                          STATION RECOVERY (1988)
 AW5474
 AW5474'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLL)
 AW5474'RECOVERED IN GOOD CONDITION.
 AW5474
 AW5474                          STATION RECOVERY (1996)
 AW5474
 AW5474'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5474'MARK NOT FOUND.
 AW5474
 AW5474                          STATION RECOVERY (1998)
 AW5474
 AW5474'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5474'RECOVERED IN GOOD CONDITION.
 AW5474
 AW5474                          STATION RECOVERY (1998)
 AW5474
 AW5474'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5539 ***********************************************************************
 AW5539  DESIGNATION -  G 1506
 AW5539  PID         -  AW5539
 AW5539  STATE/COUNTY-  TX/FORT BEND
 AW5539  USGS QUAD   -  RICHMOND (1980)
 AW5539
 AW5539                         *CURRENT SURVEY CONTROL
 AW5539  ___________________________________________________________________
 AW5539* NAD 83(1986)-  29 33 24.     (N)    095 49 19.     (W)     SCALED    
 AW5539* NAVD 88     -        30.732  (meters)     100.83   (feet)  ADJUSTED  
 AW5539  ___________________________________________________________________
 AW5539  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW5539  DYNAMIC HT  -          30.689 (meters)     100.69  (feet)  COMP
 AW5539  MODELED GRAV-     979,264.1   (mgal)                       NAVD 88
 AW5539
 AW5539  VERT ORDER  -  FIRST     CLASS I
 AW5539
 AW5539.The horizontal coordinates were scaled from a topographic map and have
 AW5539.an estimated accuracy of +/- 6 seconds.
 AW5539
 AW5539.The orthometric height was determined by differential leveling
 AW5539.and adjusted by the National Geodetic Survey in June 1991..
 AW5539
 AW5539.The geoid height was determined by GEOID03.
 AW5539
 AW5539.The dynamic height is computed by dividing the NAVD 88
 AW5539.geopotential number by the normal gravity value computed on the
 AW5539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5539.degrees latitude (g = 980.6199 gals.).
 AW5539
 AW5539.The modeled gravity was interpolated from observed gravity values.
 AW5539
 AW5539;                    North         East    Units  Estimated Accuracy
 AW5539;SPC TXSC     - 4,195,180.      907,920.      MT  (+/- 180 meters Scaled)
 AW5539
 AW5539                          SUPERSEDED SURVEY CONTROL
 AW5539
 AW5539  NGVD 29 (12/23/87)   30.729  (m)          100.82   (f) ADJUSTED    1 1
 AW5539
 AW5539.Superseded values are not recommended for survey control.
 AW5539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5539.See file dsdata.txt to determine how the superseded data were derived.
 AW5539
 AW5539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN265729(NAD 83)
 AW5539_MARKER: I = METAL ROD
 AW5539_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5539_SP_SET: STAINLESS STEEL ROD
 AW5539_STAMPING: G 1506 1987
 AW5539_MARK LOGO: NGS   
 AW5539_PROJECTION: FLUSH
 AW5539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5539_ROD/PIPE-DEPTH: 8.5  meters
 AW5539
 AW5539  HISTORY     - Date     Condition        Report By
 AW5539  HISTORY     - 1987     MONUMENTED       NGS
 AW5539  HISTORY     - 19931204 GOOD             USPSQD
 AW5539  HISTORY     - 19991120 GOOD             USPSQD
 AW5539
 AW5539                          STATION DESCRIPTION
 AW5539
 AW5539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5539'1.2 KM (0.75 MI) SW FROM ROSENBERG.
 AW5539'0.78 KM (0.48 MI) WEST ALONG US HIGHWAY 90 ALTERNATE FROM THE JUNCTION
 AW5539'OF FM ROAD 723 IN ROSENBERG, THENCE 0.42 KM (0.26 MI) SOUTHWEST ALONG
 AW5539'FM SPUR ROAD 529, 19.2 METERS (63.0 FT) NORTHWEST OF THE CENTERLINE OF
 AW5539'THE ROAD, 15.5 METERS (51.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 AW5539'SOUTHERN PACIFIC COMPANY RAILROAD LEADING SOUTHWEST, 28.9 METERS
 AW5539'(95.0 FT) WEST OF THE CENTER OF THE CROSSING OF THE ROAD AND A SECOND
 AW5539'SET OF RAILROAD TRACKS LEADING SOUTH, 0.7 METER (2.5 FT) NORTHEAST OF
 AW5539'A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5539'LOGO CAP.
 AW5539'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AW5539'THE MARK IS 1.4 M BELOW THE ROAD.
 AW5539
 AW5539                          STATION RECOVERY (1993)
 AW5539
 AW5539'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5539'RECOVERED IN GOOD CONDITION.
 AW5539
 AW5539                          STATION RECOVERY (1999)
 AW5539
 AW5539'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5553 ***********************************************************************
 AW5553  DESIGNATION -  G 1509
 AW5553  PID         -  AW5553
 AW5553  STATE/COUNTY-  TX/BRAZORIA
 AW5553  USGS QUAD   -  PEARLAND (1995)
 AW5553
 AW5553                         *CURRENT SURVEY CONTROL
 AW5553  ___________________________________________________________________
 AW5553* NAD 83(1986)-  29 33 50.     (N)    095 17 13.     (W)     SCALED    
 AW5553* NAVD 88     -        14.978  (meters)      49.14   (feet)  ADJUSTED  
 AW5553  ___________________________________________________________________
 AW5553  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW5553  DYNAMIC HT  -          14.958 (meters)      49.07  (feet)  COMP
 AW5553  MODELED GRAV-     979,270.7   (mgal)                       NAVD 88
 AW5553
 AW5553  VERT ORDER  -  FIRST     CLASS II
 AW5553
 AW5553.The horizontal coordinates were scaled from a topographic map and have
 AW5553.an estimated accuracy of +/- 6 seconds.
 AW5553
 AW5553.The orthometric height was determined by differential leveling
 AW5553.and adjusted by the National Geodetic Survey in June 1991..
 AW5553
 AW5553.The geoid height was determined by GEOID03.
 AW5553
 AW5553.The dynamic height is computed by dividing the NAVD 88
 AW5553.geopotential number by the normal gravity value computed on the
 AW5553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5553.degrees latitude (g = 980.6199 gals.).
 AW5553
 AW5553.The modeled gravity was interpolated from observed gravity values.
 AW5553
 AW5553;                    North         East    Units  Estimated Accuracy
 AW5553;SPC TXSC     - 4,197,500.      959,710.      MT  (+/- 180 meters Scaled)
 AW5553
 AW5553                          SUPERSEDED SURVEY CONTROL
 AW5553
 AW5553  NGVD 29 (12/23/87)   14.975  (m)           49.13   (f) ADJUSTED    1 2
 AW5553
 AW5553.Superseded values are not recommended for survey control.
 AW5553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5553.See file dsdata.txt to determine how the superseded data were derived.
 AW5553
 AW5553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN784726(NAD 83)
 AW5553_MARKER: I = METAL ROD
 AW5553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5553_SP_SET: STAINLESS STEEL ROD
 AW5553_STAMPING: G 1509 1986
 AW5553_MARK LOGO: NGS   
 AW5553_PROJECTION: FLUSH
 AW5553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5553_ROD/PIPE-DEPTH: 12.1 meters
 AW5553
 AW5553  HISTORY     - Date     Condition        Report By
 AW5553  HISTORY     - 1986     MONUMENTED       NGS
 AW5553  HISTORY     - 1988     GOOD             USPSQD
 AW5553  HISTORY     - 1988     GOOD             USPSQD
 AW5553  HISTORY     - 1989     GOOD             USPSQD
 AW5553  HISTORY     - 1989     GOOD             USPSQD
 AW5553  HISTORY     - 1989     GOOD             USPSQD
 AW5553  HISTORY     - 1990     GOOD             USPSQD
 AW5553  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AW5553  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW5553
 AW5553                          STATION DESCRIPTION
 AW5553
 AW5553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5553'IN PEARLAND.
 AW5553'IN PEARLAND, AT THE INTERSECTION OF FARM ROAD 518 AND THE ATCHISON
 AW5553'TOPEKA AND SANTA FE RAILROAD, 22.8 M (74.8 FT) NORTH OF THE CENTERLINE
 AW5553'OF THE WEST BOUND LANE OF THE ROAD, 7.3 M (24.0 FT) NORTHEAST OF THE
 AW5553'NEAR RAIL, AND 1.3 M (4.3 FT) SOUTHEAST OF A UTILITY POLE.
 AW5553'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5553'THE MARK IS 0.3 M BELOW THE TRACKS.
 AW5553
 AW5553                          STATION RECOVERY (1988)
 AW5553
 AW5553'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW5553'RECOVERED IN GOOD CONDITION.
 AW5553
 AW5553                          STATION RECOVERY (1988)
 AW5553
 AW5553'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW5553'RECOVERED IN GOOD CONDITION.
 AW5553
 AW5553                          STATION RECOVERY (1989)
 AW5553
 AW5553'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW5553'RECOVERED IN GOOD CONDITION.
 AW5553
 AW5553                          STATION RECOVERY (1989)
 AW5553
 AW5553'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW5553'RECOVERED IN GOOD CONDITION.
 AW5553
 AW5553                          STATION RECOVERY (1989)
 AW5553
 AW5553'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW5553'RECOVERED IN GOOD CONDITION.
 AW5553
 AW5553                          STATION RECOVERY (1990)
 AW5553
 AW5553'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW5553'RECOVERED IN GOOD CONDITION.
 AW5553
 AW5553                          STATION RECOVERY (2001)
 AW5553
 AW5553'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW5553'MARK NOT FOUND.
 AW5553
 AW5553                          STATION RECOVERY (2005)
 AW5553
 AW5553'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0531 ***********************************************************************
 CR0531  DESIGNATION -  G 151
 CR0531  PID         -  CR0531
 CR0531  STATE/COUNTY-  TX/HENDERSON
 CR0531  USGS QUAD   -  MALLARD HILL (1984)
 CR0531
 CR0531                         *CURRENT SURVEY CONTROL
 CR0531  ___________________________________________________________________
 CR0531* NAD 83(1986)-  32 11 30.     (N)    095 54 29.     (W)     SCALED    
 CR0531* NAVD 88     -       118.454  (meters)     388.63   (feet)  ADJUSTED  
 CR0531  ___________________________________________________________________
 CR0531  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CR0531  DYNAMIC HT  -         118.316 (meters)     388.18  (feet)  COMP
 CR0531  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 CR0531
 CR0531  VERT ORDER  -  SECOND    CLASS 0
 CR0531
 CR0531.The horizontal coordinates were scaled from a topographic map and have
 CR0531.an estimated accuracy of +/- 6 seconds.
 CR0531
 CR0531.The orthometric height was determined by differential leveling
 CR0531.and adjusted by the National Geodetic Survey in June 1991..
 CR0531
 CR0531.The geoid height was determined by GEOID03.
 CR0531
 CR0531.The dynamic height is computed by dividing the NAVD 88
 CR0531.geopotential number by the normal gravity value computed on the
 CR0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0531.degrees latitude (g = 980.6199 gals.).
 CR0531
 CR0531.The modeled gravity was interpolated from observed gravity values.
 CR0531
 CR0531;                    North         East    Units  Estimated Accuracy
 CR0531;SPC TXNC     - 2,061,230.      844,380.      MT  (+/- 180 meters Scaled)
 CR0531
 CR0531                          SUPERSEDED SURVEY CONTROL
 CR0531
 CR0531  NGVD 29 (??/??/92)  118.461  (m)          388.65   (f) ADJ UNCH    2 0
 CR0531
 CR0531.Superseded values are not recommended for survey control.
 CR0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0531.See file dsdata.txt to determine how the superseded data were derived.
 CR0531
 CR0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR258653(NAD 83)
 CR0531_MARKER: DB = BENCH MARK DISK
 CR0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0531_STAMPING: G 151 1933
 CR0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0531+STABILITY: SURFACE MOTION
 CR0531
 CR0531  HISTORY     - Date     Condition        Report By
 CR0531  HISTORY     - 1933     MONUMENTED       CGS
 CR0531  HISTORY     - 1944     MARK NOT FOUND   NGS
 CR0531  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0531  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0531
 CR0531                          STATION DESCRIPTION
 CR0531
 CR0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CR0531'3.4 MI W FROM ATHENS.
 CR0531'3.4 MILES WEST OF, ALONG ST.L.S.W.RY.  CONCRETE POST, 0.7 MILES EAST
 CR0531'OF DAUPHIN SIDING, MILEPOST 587 PLUS 6 POLES, 90 FEET NORTH OF FARM
 CR0531'ROAD CROSSING, EAST SIDE OF ROAD.  TABLET ON TOP OF CONCRETE POST.
 CR0531
 CR0531                          STATION RECOVERY (1944)
 CR0531
 CR0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 CR0531'MARK NOT FOUND.
 CR0531
 CR0531                          STATION RECOVERY (1977)
 CR0531
 CR0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0531'MARK NOT FOUND.
 CR0531
 CR0531                          STATION RECOVERY (2004)
 CR0531
 CR0531'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1997 ***********************************************************************
 BL1997  DESIGNATION -  G 1510
 BL1997  PID         -  BL1997
 BL1997  STATE/COUNTY-  TX/HARRIS
 BL1997  USGS QUAD   -  SPRING (1982)
 BL1997
 BL1997                         *CURRENT SURVEY CONTROL
 BL1997  ___________________________________________________________________
 BL1997* NAD 83(1986)-  30 02 37.     (N)    095 24 31.     (W)     SCALED    
 BL1997* NAVD 88     -        29.406  (meters)      96.48   (feet)  ADJUSTED  
 BL1997  ___________________________________________________________________
 BL1997  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BL1997  DYNAMIC HT  -          29.367 (meters)      96.35  (feet)  COMP
 BL1997  MODELED GRAV-     979,302.0   (mgal)                       NAVD 88
 BL1997
 BL1997  VERT ORDER  -  FIRST     CLASS II
 BL1997
 BL1997.The horizontal coordinates were scaled from a topographic map and have
 BL1997.an estimated accuracy of +/- 6 seconds.
 BL1997
 BL1997.The orthometric height was determined by differential leveling
 BL1997.and adjusted by the National Geodetic Survey in June 1991..
 BL1997
 BL1997.The geoid height was determined by GEOID03.
 BL1997
 BL1997.The dynamic height is computed by dividing the NAVD 88
 BL1997.geopotential number by the normal gravity value computed on the
 BL1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1997.degrees latitude (g = 980.6199 gals.).
 BL1997
 BL1997.The modeled gravity was interpolated from observed gravity values.
 BL1997
 BL1997;                    North         East    Units  Estimated Accuracy
 BL1997;SPC TXSC     - 4,250,280.      946,290.      MT  (+/- 180 meters Scaled)
 BL1997
 BL1997                          SUPERSEDED SURVEY CONTROL
 BL1997
 BL1997  NGVD 29 (12/23/87)   29.405  (m)           96.47   (f) ADJUSTED    1 2
 BL1997
 BL1997.Superseded values are not recommended for survey control.
 BL1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1997.See file dsdata.txt to determine how the superseded data were derived.
 BL1997
 BL1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP677260(NAD 83)
 BL1997_MARKER: I = METAL ROD
 BL1997_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1997_SP_SET: STAINLESS STEEL ROD
 BL1997_STAMPING: G 1510 1987
 BL1997_MARK LOGO: NGS   
 BL1997_PROJECTION: FLUSH
 BL1997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1997+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 BL1997_ROD/PIPE-DEPTH: 7.9  meters
 BL1997
 BL1997  HISTORY     - Date     Condition        Report By
 BL1997  HISTORY     - 1987     MONUMENTED       NGS
 BL1997  HISTORY     - 19950905 GOOD             USPSQD
 BL1997  HISTORY     - 20040927 GOOD             USPSQD
 BL1997
 BL1997                          STATION DESCRIPTION
 BL1997
 BL1997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL1997'3.9 KM (2.4 MI) SOUTH FROM SPRING.
 BL1997'3.9 KM (2.4 MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS
 BL1997'JUNCTION WITH SPRING SCHOOL ROAD IN SPRING, 42.4 M (139.1 FT)
 BL1997'SOUTHWEST OF THE NEAR RAIL, 18.3 M (60.0 FT) SOUTHWEST OF THE
 BL1997'CENTERLINE OF WEST HARDY STREET, 4.0 M (13.1 FT) NORTHWEST OF THE
 BL1997'CENTER OF A DRIVEWAY LEADING TO 23203 WEST HARDY STREET, AND 1.8 M
 BL1997'(5.9 FT) NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 BL1997'HAD THROUGH A 5-INCH LOGO CAP.
 BL1997'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 BL1997'THE MARK IS 0.2 M ABOVE THE DRIVEWAY.
 BL1997
 BL1997                          STATION RECOVERY (1995)
 BL1997
 BL1997'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1997'RECOVERED IN GOOD CONDITION.
 BL1997
 BL1997                          STATION RECOVERY (2004)
 BL1997
 BL1997'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5633 ***********************************************************************
 AW5633  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5633  DESIGNATION -  G 1511
 AW5633  PID         -  AW5633
 AW5633  STATE/COUNTY-  TX/HARRIS
 AW5633  USGS QUAD   -  ALDINE (1995)
 AW5633
 AW5633                         *CURRENT SURVEY CONTROL
 AW5633  ___________________________________________________________________
 AW5633* NAD 83(1993)-  29 55 57.02261(N)    095 24 08.22153(W)     ADJUSTED  
 AW5633* NAVD 88     -        25.76   (meters)      84.5    (feet)  GPS OBS   
 AW5633  ___________________________________________________________________
 AW5633  X           -    -520,825.986 (meters)                     COMP
 AW5633  Y           -  -5,507,420.371 (meters)                     COMP
 AW5633  Z           -   3,163,891.282 (meters)                     COMP
 AW5633  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AW5633  ELLIP HEIGHT-          -1.64  (meters)          (12/03/01) GPS OBS
 AW5633  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW5633  DYNAMIC HT  -          25.72  (meters)      84.4   (feet)  COMP
 AW5633  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 AW5633
 AW5633  HORZ ORDER  -  FIRST
 AW5633  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5633  ELLP ORDER  -  FOURTH    CLASS II
 AW5633
 AW5633.The horizontal coordinates were established by GPS observations
 AW5633.and adjusted by the National Geodetic Survey in December 2001..
 AW5633
 AW5633.The orthometric height was determined by GPS observations and a
 AW5633.high-resolution geoid model using precise GPS observation and
 AW5633.processing techniques. It supersedes the leveled height previously
 AW5633.determined for this station.
 AW5633.WARNING-GPS observations at this control monument resulted in a GPS
 AW5633.derived orthometric height which differed from the leveled height by
 AW5633.more than one decimeter (0.1 meter).
 AW5633.The vertical order pertains to the first NAVD 88 superseded value.
 AW5633
 AW5633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5633
 AW5633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5633
 AW5633.The ellipsoidal height was determined by GPS observations
 AW5633.and is referenced to NAD 83.
 AW5633
 AW5633.The geoid height was determined by GEOID03.
 AW5633
 AW5633.The dynamic height is computed by dividing the NAVD 88
 AW5633.geopotential number by the normal gravity value computed on the
 AW5633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5633.degrees latitude (g = 980.6199 gals.).
 AW5633
 AW5633.The modeled gravity was interpolated from observed gravity values.
 AW5633
 AW5633;                    North         East     Units Scale Factor Converg.
 AW5633;SPC TXSC     - 4,237,989.849   947,281.470   MT  0.99991748   +1 45 45.2
 AW5633;SPC TXSC     -13,904,138.36  3,107,872.62   sFT  0.99991748   +1 45 45.2
 AW5633;UTM  15      - 3,313,733.090   268,114.307   MT  1.00026347   -1 11 57.2
 AW5633
 AW5633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5633!SPC TXSC     -   1.00000026  x   0.99991748  =   0.99991774
 AW5633!UTM  15      -   1.00000026  x   1.00026347  =   1.00026373
 AW5633
 AW5633                          SUPERSEDED SURVEY CONTROL
 AW5633
 AW5633  ELLIP H (10/25/00)   -1.55   (m)                       GP(       ) 4 1
 AW5633  NAD 83(1993)-  29 55 57.02347(N)    095 24 08.22069(W) AD(       ) 1
 AW5633  ELLIP H (10/17/96)   -1.42   (m)                       GP(       ) 3 1
 AW5633  NAVD 88 (06/15/91)   26.129  (m)           85.72   (f) ADJUSTED    1 2
 AW5633  NGVD 29 (12/23/87)   26.126  (m)           85.72   (f) ADJUSTED    1 2
 AW5633
 AW5633.Superseded values are not recommended for survey control.
 AW5633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5633.See file dsdata.txt to determine how the superseded data were derived.
 AW5633
 AW5633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6811413733(NAD 83)
 AW5633_MARKER: I = METAL ROD
 AW5633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5633_SP_SET: STAINLESS STEEL ROD
 AW5633_STAMPING: G 1511 1987
 AW5633_MARK LOGO: NGS   
 AW5633_PROJECTION: FLUSH
 AW5633_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5633+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AW5633_ROD/PIPE-DEPTH: 8.2  meters
 AW5633
 AW5633  HISTORY     - Date     Condition        Report By
 AW5633  HISTORY     - 1987     MONUMENTED       NGS
 AW5633  HISTORY     - 19950209 GOOD             HGCSD
 AW5633  HISTORY     - 20051015 GOOD             USPSQD
 AW5633
 AW5633                          STATION DESCRIPTION
 AW5633
 AW5633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5633'IN HOUSTON.
 AW5633'IN HOUSTON, AT THE INTERSECTION OF ALDINE-BENDER ROAD AND IMPERIAL
 AW5633'VALLEY DRIVE, 80.0 M (262.5 FT) NORTH OF THE CENTER OF THE ROAD, 7.5 M
 AW5633'(24.6 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 AW5633'DRIVE, 6.1 M (20.0 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 AW5633'BRICK BUILDING, AND 0.9 M (3.0 FT) WEST OF UTILITY POLE NUMBER 98407.
 AW5633'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5633'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5633'THE MARK IS 0.3 M ABOVE THE DRIVE.
 AW5633
 AW5633                          STATION RECOVERY (1995)
 AW5633
 AW5633'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW5633'RECOVERED AS DESCRIBED.
 AW5633
 AW5633                          STATION RECOVERY (2005)
 AW5633
 AW5633'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5633'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5504 ***********************************************************************
 AW5504  DESIGNATION -  G 1512
 AW5504  PID         -  AW5504
 AW5504  STATE/COUNTY-  TX/HARRIS
 AW5504  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW5504
 AW5504                         *CURRENT SURVEY CONTROL
 AW5504  ___________________________________________________________________
 AW5504* NAD 83(1986)-  29 50 02.     (N)    095 27 48.     (W)     SCALED    
 AW5504* NAVD 88     -        23.264  (meters)      76.33   (feet)  ADJUSTED  
 AW5504  ___________________________________________________________________
 AW5504  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW5504  DYNAMIC HT  -          23.232 (meters)      76.22  (feet)  COMP
 AW5504  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 AW5504
 AW5504  VERT ORDER  -  FIRST     CLASS II
 AW5504
 AW5504.The horizontal coordinates were scaled from a topographic map and have
 AW5504.an estimated accuracy of +/- 6 seconds.
 AW5504
 AW5504.The orthometric height was determined by differential leveling
 AW5504.and adjusted by the National Geodetic Survey in June 1991..
 AW5504
 AW5504.The geoid height was determined by GEOID03.
 AW5504
 AW5504.The dynamic height is computed by dividing the NAVD 88
 AW5504.geopotential number by the normal gravity value computed on the
 AW5504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5504.degrees latitude (g = 980.6199 gals.).
 AW5504
 AW5504.The modeled gravity was interpolated from observed gravity values.
 AW5504
 AW5504;                    North         East    Units  Estimated Accuracy
 AW5504;SPC TXSC     - 4,226,880.      941,720.      MT  (+/- 180 meters Scaled)
 AW5504
 AW5504                          SUPERSEDED SURVEY CONTROL
 AW5504
 AW5504  NGVD 29 (12/23/87)   23.259  (m)           76.31   (f) ADJUSTED    1 2
 AW5504
 AW5504.Superseded values are not recommended for survey control.
 AW5504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5504.See file dsdata.txt to determine how the superseded data were derived.
 AW5504
 AW5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP619029(NAD 83)
 AW5504_MARKER: DB = BENCH MARK DISK
 AW5504_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW5504+WITH SETTING: PAVEMENT
 AW5504_SP_SET: TOWER FOUNDATION
 AW5504_STAMPING: G 1512 1987
 AW5504_MARK LOGO: NGS   
 AW5504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5504+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW5504
 AW5504  HISTORY     - Date     Condition        Report By
 AW5504  HISTORY     - 1987     MONUMENTED       NGS
 AW5504  HISTORY     - 20040212 GOOD             USPSQD
 AW5504  HISTORY     - 20051014 GOOD             USPSQD
 AW5504
 AW5504                          STATION DESCRIPTION
 AW5504
 AW5504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5504'IN HOUSTON.
 AW5504'IN HOUSTON, AT THE INTERSECTION OF RANDON ROAD AND LIDO LANE, SET
 AW5504'VERTICALLY IN THE SOUTHWEST FACE OF THE CONCRETE FOUNDATION OF UTILITY
 AW5504'TOWER NUMBER 98, 37.0 M (121.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 AW5504'ROAD, 12.3 M (40.4 FT) NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON
 AW5504'NORTHERN RAILROAD, AND 12.3 M (40.4 FT) SOUTHEAST OF THE EXTENDED
 AW5504'CENTER OF LIDO LANE.
 AW5504'THE MARK IS 0.5 M ABOVE THE GROUND.
 AW5504
 AW5504                          STATION RECOVERY (2004)
 AW5504
 AW5504'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW5504'RECOVERED IN GOOD CONDITION.
 AW5504
 AW5504                          STATION RECOVERY (2005)
 AW5504
 AW5504'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5504'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2010 ***********************************************************************
 BL2010  DESIGNATION -  G 1513
 BL2010  PID         -  BL2010
 BL2010  STATE/COUNTY-  TX/WALKER
 BL2010  USGS QUAD   -  PHELPS (1976)
 BL2010
 BL2010                         *CURRENT SURVEY CONTROL
 BL2010  ___________________________________________________________________
 BL2010* NAD 83(1986)-  30 43 16.     (N)    095 24 48.     (W)     SCALED    
 BL2010* NAVD 88     -       118.779  (meters)     389.69   (feet)  ADJUSTED  
 BL2010  ___________________________________________________________________
 BL2010  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL2010  DYNAMIC HT  -         118.624 (meters)     389.19  (feet)  COMP
 BL2010  MODELED GRAV-     979,336.7   (mgal)                       NAVD 88
 BL2010
 BL2010  VERT ORDER  -  FIRST     CLASS I
 BL2010
 BL2010.The horizontal coordinates were scaled from a topographic map and have
 BL2010.an estimated accuracy of +/- 6 seconds.
 BL2010
 BL2010.The orthometric height was determined by differential leveling
 BL2010.and adjusted by the National Geodetic Survey in June 1991..
 BL2010
 BL2010.The geoid height was determined by GEOID03.
 BL2010
 BL2010.The dynamic height is computed by dividing the NAVD 88
 BL2010.geopotential number by the normal gravity value computed on the
 BL2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2010.degrees latitude (g = 980.6199 gals.).
 BL2010
 BL2010.The modeled gravity was interpolated from observed gravity values.
 BL2010
 BL2010;                    North         East    Units  Estimated Accuracy
 BL2010;SPC TX C     - 3,127,310.    1,171,040.      MT  (+/- 180 meters Scaled)
 BL2010
 BL2010                          SUPERSEDED SURVEY CONTROL
 BL2010
 BL2010  NGVD 29 (12/23/87)  118.787  (m)          389.72   (f) ADJUSTED    1 1
 BL2010
 BL2010.Superseded values are not recommended for survey control.
 BL2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2010.See file dsdata.txt to determine how the superseded data were derived.
 BL2010
 BL2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ689011(NAD 83)
 BL2010_MARKER: I = METAL ROD
 BL2010_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2010_SP_SET: STAINLESS STEEL ROD
 BL2010_STAMPING: G 1513 1987
 BL2010_MARK LOGO: NGS   
 BL2010_PROJECTION: FLUSH
 BL2010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2010_ROD/PIPE-DEPTH: 7.3  meters
 BL2010
 BL2010  HISTORY     - Date     Condition        Report By
 BL2010  HISTORY     - 1987     MONUMENTED       NGS
 BL2010
 BL2010                          STATION DESCRIPTION
 BL2010
 BL2010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2010'4.2 KM (2.6 MI) NE FROM PHELPS.
 BL2010'4.2 KM (2.60 MI) NORTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 BL2010'FROM ITS JUNCTION WITH SPUR 2296 IN PHELPS, 51.7 M (169.6 FT)
 BL2010'SOUTHEAST OF THE NEAR RAIL, 22.6 M (74.1 FT) SOUTHEAST OF THE
 BL2010'CENTERLINE OF U.S. HIGHWAY 190, 16.2 M (53.1 FT) SOUTHWEST OF THE
 BL2010'CENTER OF A GATE AND SIDEWALK, 8.5 M (27.9 FT) WEST OF THE WEST CORNER
 BL2010'OF A BRICK HOUSE, 8.5 M (27.9 FT) NORTHEAST OF A FENCE CORNER, 4.0 M
 BL2010'(13.1 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY, 1.3 M (4.3 FT)
 BL2010'NORTHEAST OF A DRIVEWAY, AND 0.2 M (0.7 FT) NORTHWEST OF A FENCE.
 BL2010'NOTE--THE MARK IS ON PROPRETY OWNED BY MR. DAVID GLADDEN, RT 8, BOX
 BL2010'814, HUNTSVILLE, TX.  ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 BL2010'LOGO CAP.
 BL2010'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2567 ***********************************************************************
 AX2567  DESIGNATION -  G 1515
 AX2567  PID         -  AX2567
 AX2567  STATE/COUNTY-  TX/WHARTON
 AX2567  USGS QUAD   -  LOUISE (1981)
 AX2567
 AX2567                         *CURRENT SURVEY CONTROL
 AX2567  ___________________________________________________________________
 AX2567* NAD 83(1986)-  29 05 59.     (N)    096 25 23.     (W)     SCALED    
 AX2567* NAVD 88     -        21.932  (meters)      71.96   (feet)  ADJUSTED  
 AX2567  ___________________________________________________________________
 AX2567  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX2567  DYNAMIC HT  -          21.901 (meters)      71.85  (feet)  COMP
 AX2567  MODELED GRAV-     979,225.6   (mgal)                       NAVD 88
 AX2567
 AX2567  VERT ORDER  -  FIRST     CLASS I
 AX2567
 AX2567.The horizontal coordinates were scaled from a topographic map and have
 AX2567.an estimated accuracy of +/- 6 seconds.
 AX2567
 AX2567.The orthometric height was determined by differential leveling
 AX2567.and adjusted by the National Geodetic Survey in June 1991..
 AX2567
 AX2567.The geoid height was determined by GEOID03.
 AX2567
 AX2567.The dynamic height is computed by dividing the NAVD 88
 AX2567.geopotential number by the normal gravity value computed on the
 AX2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2567.degrees latitude (g = 980.6199 gals.).
 AX2567
 AX2567.The modeled gravity was interpolated from observed gravity values.
 AX2567
 AX2567;                    North         East    Units  Estimated Accuracy
 AX2567;SPC TXSC     - 4,143,110.      850,800.      MT  (+/- 180 meters Scaled)
 AX2567
 AX2567                          SUPERSEDED SURVEY CONTROL
 AX2567
 AX2567  NGVD 29 (12/23/87)   21.940  (m)           71.98   (f) ADJUSTED    1 1
 AX2567
 AX2567.Superseded values are not recommended for survey control.
 AX2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2567.See file dsdata.txt to determine how the superseded data were derived.
 AX2567
 AX2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT507217(NAD 83)
 AX2567_MARKER: I = METAL ROD
 AX2567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2567_SP_SET: STAINLESS STEEL ROD
 AX2567_STAMPING: G 1515 1987
 AX2567_MARK LOGO: NGS   
 AX2567_PROJECTION: FLUSH
 AX2567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2567_ROD/PIPE-DEPTH: 9.7  meters
 AX2567
 AX2567  HISTORY     - Date     Condition        Report By
 AX2567  HISTORY     - 1987     MONUMENTED       NGS
 AX2567  HISTORY     - 19980725 GOOD             USPSQD
 AX2567
 AX2567                          STATION DESCRIPTION
 AX2567
 AX2567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2567'2.2 KM (1.35 MI) SW FROM LOUISE.
 AX2567'2.25 KM (1.4 MI) SOUTHWEST ALONG HIGHWAY LOOP 523 FROM THE JUNCTION OF
 AX2567'FM ROAD 1160 IN LOUISE, 16.3 METERS (53.5 FT) NORTHWEST OF THE
 AX2567'CENTERLINE OF THE HIGHWAY, 35.9 METERS (118 FT) WEST OF THE EXTENDED
 AX2567'CENTERLINE OF FM ROAD 647 SOUTH, 1.2 METERS (4.0 FT) NORTHEAST OF A
 AX2567'POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AX2567'CAP.
 AX2567'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AX2567'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AX2567
 AX2567                          STATION RECOVERY (1998)
 AX2567
 AX2567'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3138 ***********************************************************************
 AA3138  DESIGNATION -  G 1516
 AA3138  PID         -  AA3138
 AA3138  STATE/COUNTY-  TX/TARRANT
 AA3138  USGS QUAD   -  EULESS (1981)
 AA3138
 AA3138                         *CURRENT SURVEY CONTROL
 AA3138  ___________________________________________________________________
 AA3138* NAD 83(1986)-  32 48 18.     (N)    097 03 15.     (W)     SCALED    
 AA3138* NAVD 88     -       137.979  (meters)     452.69   (feet)  ADJUSTED  
 AA3138  ___________________________________________________________________
 AA3138  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AA3138  DYNAMIC HT  -         137.820 (meters)     452.16  (feet)  COMP
 AA3138  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 AA3138
 AA3138  VERT ORDER  -  FIRST     CLASS II
 AA3138
 AA3138.The horizontal coordinates were scaled from a topographic map and have
 AA3138.an estimated accuracy of +/- 6 seconds.
 AA3138
 AA3138.The orthometric height was determined by differential leveling
 AA3138.and adjusted by the National Geodetic Survey in April 2001..
 AA3138
 AA3138.The geoid height was determined by GEOID03.
 AA3138
 AA3138.The dynamic height is computed by dividing the NAVD 88
 AA3138.geopotential number by the normal gravity value computed on the
 AA3138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3138.degrees latitude (g = 980.6199 gals.).
 AA3138
 AA3138.The modeled gravity was interpolated from observed gravity values.
 AA3138
 AA3138;                    North         East    Units  Estimated Accuracy
 AA3138;SPC TXNC     - 2,127,160.      735,390.      MT  (+/- 180 meters Scaled)
 AA3138
 AA3138                          SUPERSEDED SURVEY CONTROL
 AA3138
 AA3138.No superseded survey control is available for this station.
 AA3138
 AA3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB821313(NAD 83)
 AA3138_MARKER: DV = VERTICAL CONTROL DISK
 AA3138_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AA3138_SP_SET: PIER
 AA3138_STAMPING: G 1516 1994
 AA3138_MARK LOGO: NGS   
 AA3138_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3138+STABILITY: POSITION/ELEVATION WELL
 AA3138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3138+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2003
 AA3138
 AA3138  HISTORY     - Date     Condition        Report By
 AA3138  HISTORY     - 1994     MONUMENTED       NGS
 AA3138  HISTORY     - 19961008 GOOD             NGS
 AA3138  HISTORY     - 19970531 GOOD             USPSQD
 AA3138  HISTORY     - 20030217 GOOD             GEOCAC
 AA3138
 AA3138                          STATION DESCRIPTION
 AA3138
 AA3138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3138'3.7 KM (2.30 MI) SOUTHERLY ALONG STATE HIGHWAY 360 FROM THE JUNCTION
 AA3138'OF STATE HIGHWAY 183 IN FORT WORTH, SET VERTICALLY IN THE WEST FACE OF
 AA3138'THE MOST WESTERLY OF 4 CONCRETE COLUMNS OF THE 2ND PIER SOUTH OF THE
 AA3138'NORTH ABUTMENT OF THE SOUTHBOUND HIGHWAY OVERPASS OF A ROAD, 8.5 M
 AA3138'(27.9 FT) WEST OF THE CENTER OF THE OVERPASS, 7.2 M (23.6 FT) NORTH OF
 AA3138'THE CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, AND 1.5 M (4.9 FT)
 AA3138'ABOVE THE LEVEL OF THE ROAD.
 AA3138
 AA3138                          STATION RECOVERY (1996)
 AA3138
 AA3138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA3138'3.7 KM (2.30 MI) SOUTHERLY ALONG STATE HIGHWAY 360 FROM THE JUNCTION
 AA3138'OF STATE HIGHWAY 183 IN FORT WORTH, SET VERTICALLY IN THE WEST FACE OF
 AA3138'THE MOST WESTERLY OF 4 CONCRETE COLUMNS OF THE 2ND PIER SOUTH OF THE
 AA3138'NORTH ABUTMENT OF THE SOUTHBOUND HIGHWAY OVERPASS OF THE ROAD, 8.5 M
 AA3138'(27.9 FT) WEST OF THE HIGHWAY CENTER, 7.2 M (23.6 FT) NORTH OF THE
 AA3138'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, AND 1.5 M (4.9 FT)
 AA3138'ABOVE THE LEVEL OF THE ROAD.
 AA3138
 AA3138                          STATION RECOVERY (1997)
 AA3138
 AA3138'RECOVERY NOTE BY US POWER SQUADRON 1997
 AA3138'RECOVERED IN GOOD CONDITION.
 AA3138
 AA3138                          STATION RECOVERY (2003)
 AA3138
 AA3138'RECOVERY NOTE BY GEOCACHING 2003
 AA3138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6337 ***********************************************************************
 AC6337  DESIGNATION -  G 1516
 AC6337  PID         -  AC6337
 AC6337  STATE/COUNTY-  TX/HARRIS
 AC6337  USGS QUAD   -  BELLAIRE (1995)
 AC6337
 AC6337                         *CURRENT SURVEY CONTROL
 AC6337  ___________________________________________________________________
 AC6337* NAD 83(1986)-  29 44 29.     (N)    095 26 55.     (W)     SCALED    
 AC6337* NAVD 88     -        18.275  (meters)      59.96   (feet)  ADJUSTED  
 AC6337  ___________________________________________________________________
 AC6337  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AC6337  DYNAMIC HT  -          18.250 (meters)      59.88  (feet)  COMP
 AC6337  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 AC6337
 AC6337  VERT ORDER  -  FIRST     CLASS II
 AC6337
 AC6337.The horizontal coordinates were scaled from a topographic map and have
 AC6337.an estimated accuracy of +/- 6 seconds.
 AC6337
 AC6337.The orthometric height was determined by differential leveling
 AC6337.and adjusted by the National Geodetic Survey in July 2002..
 AC6337
 AC6337.The geoid height was determined by GEOID03.
 AC6337
 AC6337.The dynamic height is computed by dividing the NAVD 88
 AC6337.geopotential number by the normal gravity value computed on the
 AC6337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6337.degrees latitude (g = 980.6199 gals.).
 AC6337
 AC6337.The modeled gravity was interpolated from observed gravity values.
 AC6337
 AC6337;                    North         East    Units  Estimated Accuracy
 AC6337;SPC TXSC     - 4,216,680.      943,450.      MT  (+/- 180 meters Scaled)
 AC6337
 AC6337                          SUPERSEDED SURVEY CONTROL
 AC6337
 AC6337.No superseded survey control is available for this station.
 AC6337
 AC6337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN631926(NAD 83)
 AC6337_MARKER: DV = VERTICAL CONTROL DISK
 AC6337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC6337_SP_SET: FOOTING
 AC6337_STAMPING: Q 1516 1996
 AC6337_MARK LOGO: NGS   
 AC6337_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6337+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6337
 AC6337  HISTORY     - Date     Condition        Report By
 AC6337  HISTORY     - 1996     MONUMENTED       NGS
 AC6337  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AC6337
 AC6337                          STATION DESCRIPTION
 AC6337
 AC6337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6337'IN HOUSTON, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND WEST
 AC6337'HIMES ROAD, THE DISK IS EPOXIED TO THE NORTH EDGE OF THE CONCRETE
 AC6337'FOOTING FOR A HIGH LINE TOWER, 38.0 M (124.7 FT) SOUTH OF THE CENTER
 AC6337'OF THE EASTBOUND LANES OF THE ROAD, 23.2 M (76.1 FT) WEST OF THE NEAR
 AC6337'RAIL, 11.7 M (38.4 FT) WEST OF THE CENTER OF A DITCH, 9.4 M (30.8 FT)
 AC6337'SOUTH OF A CHAIN-LINK FENCE, AND 0.1 M (0.3 FT) NORTHWEST OF THE
 AC6337'TOWER.
 AC6337
 AC6337                          STATION RECOVERY (2004)
 AC6337
 AC6337'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AC6337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0751 ***********************************************************************
 CE0751  DESIGNATION -  G 1517
 CE0751  PID         -  CE0751
 CE0751  STATE/COUNTY-  TX/EL PASO
 CE0751  USGS QUAD   -  EL PASO (1997)
 CE0751
 CE0751                         *CURRENT SURVEY CONTROL
 CE0751  ___________________________________________________________________
 CE0751* NAD 83(1986)-  31 45 58.     (N)    106 29 29.     (W)     SCALED    
 CE0751* NAVD 88     -      1150.653  (meters)    3775.10   (feet)  ADJUSTED  
 CE0751  ___________________________________________________________________
 CE0751  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CE0751  DYNAMIC HT  -        1148.941 (meters)    3769.48  (feet)  COMP
 CE0751  MODELED GRAV-     979,112.7   (mgal)                       NAVD 88
 CE0751
 CE0751  VERT ORDER  -  FIRST     CLASS I
 CE0751
 CE0751.The horizontal coordinates were scaled from a topographic map and have
 CE0751.an estimated accuracy of +/- 6 seconds.
 CE0751
 CE0751.The orthometric height was determined by differential leveling
 CE0751.and adjusted by the National Geodetic Survey in November 1996..
 CE0751
 CE0751.The geoid height was determined by GEOID03.
 CE0751
 CE0751.The dynamic height is computed by dividing the NAVD 88
 CE0751.geopotential number by the normal gravity value computed on the
 CE0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0751.degrees latitude (g = 980.6199 gals.).
 CE0751
 CE0751.The modeled gravity was interpolated from observed gravity values.
 CE0751
 CE0751;                    North         East    Units  Estimated Accuracy
 CE0751;SPC TX C     - 3,248,890.      116,950.      MT  (+/- 180 meters Scaled)
 CE0751
 CE0751                          SUPERSEDED SURVEY CONTROL
 CE0751
 CE0751.No superseded survey control is available for this station.
 CE0751
 CE0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR587154(NAD 83)
 CE0751_MARKER: DV = VERTICAL CONTROL DISK
 CE0751_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0751_SP_SET: BUILDING
 CE0751_STAMPING: G 1517 1992
 CE0751_MARK LOGO: NGS   
 CE0751_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0751+STABILITY: POSITION/ELEVATION WELL
 CE0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0751+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CE0751
 CE0751  HISTORY     - Date     Condition        Report By
 CE0751  HISTORY     - 1992     MONUMENTED       NGS
 CE0751
 CE0751                          STATION DESCRIPTION
 CE0751
 CE0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CE0751'IN EL PASO, AT THE INTERSECTION OF ARIZONA AVENUE AND KANSAS STREET,
 CE0751'SET VERTICALLY IN THE NORTHEAST FACE OF THE LANDMARK BUILDING, 12.4 M
 CE0751'(40.7 FT) SOUTHEAST OF THE AVENUE CENTER, 10.8 M (35.4 FT) SOUTHWEST
 CE0751'OF THE STREET CENTER, 1.5 M (4.9 FT) ABOVE THE GROUND SURFACE, AND
 CE0751'1.2 M (3.9 FT) SOUTHEAST OF THE NORTH CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8445 ***********************************************************************
 AC8445  DESIGNATION -  G 1518
 AC8445  PID         -  AC8445
 AC8445  STATE/COUNTY-  TX/NUECES
 AC8445  USGS QUAD   -  CRANE ISLANDS NW (1975)
 AC8445
 AC8445                         *CURRENT SURVEY CONTROL
 AC8445  ___________________________________________________________________
 AC8445* NAD 83(1986)-  27 44 07.     (N)    097 08 07.     (W)     SCALED    
 AC8445* NAVD 88     -         1.955  (meters)       6.41   (feet)  ADJUSTED  
 AC8445  ___________________________________________________________________
 AC8445  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AC8445  DYNAMIC HT  -           1.952 (meters)       6.40  (feet)  COMP
 AC8445  MODELED GRAV-     979,138.1   (mgal)                       NAVD 88
 AC8445
 AC8445  VERT ORDER  -  FIRST     CLASS II
 AC8445
 AC8445.The horizontal coordinates were scaled from a topographic map and have
 AC8445.an estimated accuracy of +/- 6 seconds.
 AC8445
 AC8445.The orthometric height was determined by differential leveling
 AC8445.and adjusted by the National Geodetic Survey in December 1997..
 AC8445
 AC8445.The geoid height was determined by GEOID03.
 AC8445
 AC8445.The dynamic height is computed by dividing the NAVD 88
 AC8445.geopotential number by the normal gravity value computed on the
 AC8445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8445.degrees latitude (g = 980.6199 gals.).
 AC8445
 AC8445.The modeled gravity was interpolated from observed gravity values.
 AC8445
 AC8445;                    North         East    Units  Estimated Accuracy
 AC8445;SPC TX S     - 5,229,920.      434,560.      MT  (+/- 180 meters Scaled)
 AC8445
 AC8445                          SUPERSEDED SURVEY CONTROL
 AC8445
 AC8445.No superseded survey control is available for this station.
 AC8445
 AC8445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR838692(NAD 83)
 AC8445_MARKER: I = METAL ROD
 AC8445_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8445_STAMPING: G 1518 1996
 AC8445_MARK LOGO: NGS   
 AC8445_PROJECTION: FLUSH
 AC8445_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8445+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8445_ROD/PIPE-DEPTH: 13.4 meters
 AC8445_SLEEVE-DEPTH  : 0.9 meters
 AC8445
 AC8445  HISTORY     - Date     Condition        Report By
 AC8445  HISTORY     - 1996     MONUMENTED       NGS
 AC8445  HISTORY     - 20050820 GOOD             USPSQD
 AC8445
 AC8445                          STATION DESCRIPTION
 AC8445
 AC8445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8445'12.5 KM (7.75 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AC8445'FROM THE POST OFFICE IN PORT ARANSAS, 20.1 M (65.9 FT) NORTH OF A
 AC8445'UTILITY POLE, 17.8 M (58.4 FT) WEST OF THE HIGHWAY CENTER, 8.8 M (28.9
 AC8445'FT) SOUTH OF THE CENTER OF A CATTLE GUARD, 0.7 M (2.3 FT) SOUTH OF A
 AC8445'POST, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE
 AC8445'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AC8445'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AC8445'FOR A CLASS A MARK.
 AC8445
 AC8445                          STATION RECOVERY (2005)
 AC8445
 AC8445'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8396 ***********************************************************************
 AC8396  DESIGNATION -  G 1519
 AC8396  PID         -  AC8396
 AC8396  STATE/COUNTY-  TX/SAN PATRICIO
 AC8396  USGS QUAD   -  GREGORY (1975)
 AC8396
 AC8396                         *CURRENT SURVEY CONTROL
 AC8396  ___________________________________________________________________
 AC8396* NAD 83(1986)-  27 55 00.     (N)    097 16 53.     (W)     SCALED    
 AC8396* NAVD 88     -        10.025  (meters)      32.89   (feet)  ADJUSTED  
 AC8396  ___________________________________________________________________
 AC8396  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AC8396  DYNAMIC HT  -          10.010 (meters)      32.84  (feet)  COMP
 AC8396  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 AC8396
 AC8396  VERT ORDER  -  FIRST     CLASS II
 AC8396
 AC8396.The horizontal coordinates were scaled from a topographic map and have
 AC8396.an estimated accuracy of +/- 6 seconds.
 AC8396
 AC8396.The orthometric height was determined by differential leveling
 AC8396.and adjusted by the National Geodetic Survey in December 1997..
 AC8396
 AC8396.The geoid height was determined by GEOID03.
 AC8396
 AC8396.The dynamic height is computed by dividing the NAVD 88
 AC8396.geopotential number by the normal gravity value computed on the
 AC8396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8396.degrees latitude (g = 980.6199 gals.).
 AC8396
 AC8396.The modeled gravity was interpolated from observed gravity values.
 AC8396
 AC8396;                    North         East    Units  Estimated Accuracy
 AC8396;SPC TX S     - 5,249,870.      419,960.      MT  (+/- 180 meters Scaled)
 AC8396
 AC8396                          SUPERSEDED SURVEY CONTROL
 AC8396
 AC8396.No superseded survey control is available for this station.
 AC8396
 AC8396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR691891(NAD 83)
 AC8396_MARKER: DV = VERTICAL CONTROL DISK
 AC8396_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8396_SP_SET: ABUTMENT
 AC8396_STAMPING: G 1519 1997
 AC8396_MARK LOGO: NGS   
 AC8396_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8396+STABILITY: POSITION/ELEVATION WELL
 AC8396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8396+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8396
 AC8396  HISTORY     - Date     Condition        Report By
 AC8396  HISTORY     - 1997     MONUMENTED       NGS
 AC8396
 AC8396                          STATION DESCRIPTION
 AC8396
 AC8396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8396'1.1 KM (0.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AC8396'OFFICE IN GREGORY, SET VERTICALLY IN THE NORTHWEST FACE OF THE MOST
 AC8396'NORTHWESTERLY OF 3 CONCRETE COLUMNS OF THE 3RD PIER WEST OF THE EAST
 AC8396'ABUTMENT OF THE WESTBOUND STATE HIGHWAY 35 OVERPASS OF THE HIGHWAY,
 AC8396'14.0 M (45.9 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 361, 10.4 M
 AC8396'(34.1 FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 AC8396'5.2 M (17.1 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF HIGHWAY
 AC8396'35, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0318 ***********************************************************************
 CS0318  DESIGNATION -  G 152
 CS0318  PID         -  CS0318
 CS0318  STATE/COUNTY-  TX/ELLIS
 CS0318  USGS QUAD   -  ROSSER (1963)
 CS0318
 CS0318                         *CURRENT SURVEY CONTROL
 CS0318  ___________________________________________________________________
 CS0318* NAD 83(1986)-  32 26 28.     (N)    096 28 54.     (W)     SCALED    
 CS0318* NAVD 88     -       103.609  (meters)     339.92   (feet)  ADJUSTED  
 CS0318  ___________________________________________________________________
 CS0318  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CS0318  DYNAMIC HT  -         103.491 (meters)     339.54  (feet)  COMP
 CS0318  MODELED GRAV-     979,503.8   (mgal)                       NAVD 88
 CS0318
 CS0318  VERT ORDER  -  SECOND    CLASS 0
 CS0318
 CS0318.The horizontal coordinates were scaled from a topographic map and have
 CS0318.an estimated accuracy of +/- 6 seconds.
 CS0318
 CS0318.The orthometric height was determined by differential leveling
 CS0318.and adjusted by the National Geodetic Survey in June 1991..
 CS0318
 CS0318.The geoid height was determined by GEOID03.
 CS0318
 CS0318.The dynamic height is computed by dividing the NAVD 88
 CS0318.geopotential number by the normal gravity value computed on the
 CS0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0318.degrees latitude (g = 980.6199 gals.).
 CS0318
 CS0318.The modeled gravity was interpolated from observed gravity values.
 CS0318
 CS0318;                    North         East    Units  Estimated Accuracy
 CS0318;SPC TXNC     - 2,087,700.      789,780.      MT  (+/- 180 meters Scaled)
 CS0318
 CS0318                          SUPERSEDED SURVEY CONTROL
 CS0318
 CS0318  NGVD 29 (??/??/92)  103.621  (m)          339.96   (f) ADJ UNCH    2 0
 CS0318
 CS0318.Superseded values are not recommended for survey control.
 CS0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0318.See file dsdata.txt to determine how the superseded data were derived.
 CS0318
 CS0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA367921(NAD 83)
 CS0318_MARKER: DB = BENCH MARK DISK
 CS0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0318_SP_SET: PIER
 CS0318_STAMPING: G 152 1933
 CS0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0318
 CS0318  HISTORY     - Date     Condition        Report By
 CS0318  HISTORY     - 1933     MONUMENTED       CGS
 CS0318  HISTORY     - 1963     MARK NOT FOUND   USGS
 CS0318
 CS0318                          STATION DESCRIPTION
 CS0318
 CS0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0318'2.2 MI SW FROM ROSSER.
 CS0318'2.2 MILES SOUTHWEST OF, ALONG T. AND N.O.RY.  TRINITY RIVER RAILROAD
 CS0318'BRIDGE, AT WEST END OF STEEL TRUSS, ON TOP OF SOUTHWEST CORNER OF
 CS0318'CONCRETE PIER, 1 FOOT FROM SOUTH AND WEST EDGES.  TABLET CEMENTED IN
 CS0318'CONCRETE.
 CS0318
 CS0318                          STATION RECOVERY (1963)
 CS0318
 CS0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CS0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8497 ***********************************************************************
 AC8497  DESIGNATION -  G 1520
 AC8497  PID         -  AC8497
 AC8497  STATE/COUNTY-  TX/NUECES
 AC8497  USGS QUAD   -  OSO CREEK NW (1975)
 AC8497
 AC8497                         *CURRENT SURVEY CONTROL
 AC8497  ___________________________________________________________________
 AC8497* NAD 83(1986)-  27 43 31.     (N)    097 24 22.     (W)     SCALED    
 AC8497* NAVD 88     -        15.464  (meters)      50.73   (feet)  ADJUSTED  
 AC8497  ___________________________________________________________________
 AC8497  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AC8497  DYNAMIC HT  -          15.441 (meters)      50.66  (feet)  COMP
 AC8497  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 AC8497
 AC8497  VERT ORDER  -  FIRST     CLASS II
 AC8497
 AC8497.The horizontal coordinates were scaled from a topographic map and have
 AC8497.an estimated accuracy of +/- 6 seconds.
 AC8497
 AC8497.The orthometric height was determined by differential leveling
 AC8497.and adjusted by the National Geodetic Survey in December 1997..
 AC8497
 AC8497.The geoid height was determined by GEOID03.
 AC8497
 AC8497.The dynamic height is computed by dividing the NAVD 88
 AC8497.geopotential number by the normal gravity value computed on the
 AC8497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8497.degrees latitude (g = 980.6199 gals.).
 AC8497
 AC8497.The modeled gravity was interpolated from observed gravity values.
 AC8497
 AC8497;                    North         East    Units  Estimated Accuracy
 AC8497;SPC TX S     - 5,228,550.      407,860.      MT  (+/- 180 meters Scaled)
 AC8497
 AC8497                          SUPERSEDED SURVEY CONTROL
 AC8497
 AC8497.No superseded survey control is available for this station.
 AC8497
 AC8497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR571677(NAD 83)
 AC8497_MARKER: DD = SURVEY DISK
 AC8497_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8497_SP_SET: OVERPASS ABUTMENT
 AC8497_STAMPING: G 1520 51.447
 AC8497_MARK LOGO: TXHD  
 AC8497_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8497+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8497
 AC8497  HISTORY     - Date     Condition        Report By
 AC8497  HISTORY     - UNK      MONUMENTED       TXHD
 AC8497  HISTORY     - 19970209 GOOD             NGS
 AC8497
 AC8497                          STATION DESCRIPTION
 AC8497
 AC8497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8497'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 358 AND
 AC8497'CARROLL LANE, IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHEAST
 AC8497'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE
 AC8497'LANE, 34.2 M (112.2 FT) SOUTHEAST OF THE LANE CENTER, AND 8.5 M (27.9
 AC8497'FT) NORTHEAST OF AND LEVEL WITH THE CENTER OF THE WESTBOUND LANES OF
 AC8497'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0142 ***********************************************************************
 CS0142  DESIGNATION -  G 153
 CS0142  PID         -  CS0142
 CS0142  STATE/COUNTY-  TX/HUNT
 CS0142  USGS QUAD   -  WEST TAWAKONI (1980)
 CS0142
 CS0142                         *CURRENT SURVEY CONTROL
 CS0142  ___________________________________________________________________
 CS0142* NAD 83(1986)-  32 56 36.     (N)    096 07 23.     (W)     SCALED    
 CS0142* NAVD 88     -       136.174  (meters)     446.76   (feet)  ADJUSTED  
 CS0142  ___________________________________________________________________
 CS0142  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0142  DYNAMIC HT  -         136.024 (meters)     446.27  (feet)  COMP
 CS0142  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 CS0142
 CS0142  VERT ORDER  -  SECOND    CLASS 0
 CS0142
 CS0142.The horizontal coordinates were scaled from a topographic map and have
 CS0142.an estimated accuracy of +/- 6 seconds.
 CS0142
 CS0142.The orthometric height was determined by differential leveling
 CS0142.and adjusted by the National Geodetic Survey in June 1991..
 CS0142
 CS0142.The geoid height was determined by GEOID03.
 CS0142
 CS0142.The dynamic height is computed by dividing the NAVD 88
 CS0142.geopotential number by the normal gravity value computed on the
 CS0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0142.degrees latitude (g = 980.6199 gals.).
 CS0142
 CS0142.The modeled gravity was interpolated from observed gravity values.
 CS0142
 CS0142;                    North         East    Units  Estimated Accuracy
 CS0142;SPC TXNC     - 2,144,080.      822,230.      MT  (+/- 180 meters Scaled)
 CS0142
 CS0142                          SUPERSEDED SURVEY CONTROL
 CS0142
 CS0142  NGVD 29 (??/??/92)  136.173  (m)          446.76   (f) ADJ UNCH    2 0
 CS0142
 CS0142.Superseded values are not recommended for survey control.
 CS0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0142.See file dsdata.txt to determine how the superseded data were derived.
 CS0142
 CS0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB689486(NAD 83)
 CS0142_MARKER: DB = BENCH MARK DISK
 CS0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0142_SP_SET: CONCRETE HOLE
 CS0142_STAMPING: G 153 1933
 CS0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0142
 CS0142  HISTORY     - Date     Condition        Report By
 CS0142  HISTORY     - 1933     MONUMENTED       CGS
 CS0142  HISTORY     - 1956     MARK NOT FOUND   USGS
 CS0142  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0142
 CS0142                          STATION DESCRIPTION
 CS0142
 CS0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0142'14.5 MI S FROM GREENVILLE.
 CS0142'14.5 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS RY. 0.5 MILES NORTH
 CS0142'OF MILEPOST 58.  STEEL BRIDGE NO. 58 C, CROSSING CADDO RIVER.  IN
 CS0142'SOUTHEAST FOUNDATION CAISSON, 3 INCHES FROM END OF GIRDER.  TABLET SET
 CS0142'IN TOP OF CONCRETE IN HOLE THRU STEEL PLATE.
 CS0142
 CS0142                          STATION RECOVERY (1956)
 CS0142
 CS0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CS0142'MARK NOT FOUND.
 CS0142
 CS0142                          STATION RECOVERY (1994)
 CS0142
 CS0142'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0403 ***********************************************************************
 DM0403  DESIGNATION -  G 155
 DM0403  PID         -  DM0403
 DM0403  STATE/COUNTY-  TX/LAMAR
 DM0403  USGS QUAD   -  DEPORT (1964)
 DM0403
 DM0403                         *CURRENT SURVEY CONTROL
 DM0403  ___________________________________________________________________
 DM0403* NAD 83(1986)-  33 33 35.     (N)    095 22 09.     (W)     SCALED    
 DM0403* NAVD 88     -       144.841  (meters)     475.20   (feet)  ADJUSTED  
 DM0403  ___________________________________________________________________
 DM0403  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DM0403  DYNAMIC HT  -         144.689 (meters)     474.70  (feet)  COMP
 DM0403  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 DM0403
 DM0403  VERT ORDER  -  SECOND    CLASS 0
 DM0403
 DM0403.The horizontal coordinates were scaled from a topographic map and have
 DM0403.an estimated accuracy of +/- 6 seconds.
 DM0403
 DM0403.The orthometric height was determined by differential leveling
 DM0403.and adjusted by the National Geodetic Survey in June 1991..
 DM0403
 DM0403.The geoid height was determined by GEOID03.
 DM0403
 DM0403.The dynamic height is computed by dividing the NAVD 88
 DM0403.geopotential number by the normal gravity value computed on the
 DM0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0403.degrees latitude (g = 980.6199 gals.).
 DM0403
 DM0403.The modeled gravity was interpolated from observed gravity values.
 DM0403
 DM0403;                    North         East    Units  Estimated Accuracy
 DM0403;SPC TXNC     - 2,214,260.      890,660.      MT  (+/- 180 meters Scaled)
 DM0403
 DM0403                          SUPERSEDED SURVEY CONTROL
 DM0403
 DM0403  NGVD 29 (??/??/92)  144.834  (m)          475.18   (f) ADJ UNCH    2 0
 DM0403
 DM0403.Superseded values are not recommended for survey control.
 DM0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0403.See file dsdata.txt to determine how the superseded data were derived.
 DM0403
 DM0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT800158(NAD 83)
 DM0403_MARKER: DB = BENCH MARK DISK
 DM0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0403_STAMPING: G 155 1933
 DM0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0403+STABILITY: SURFACE MOTION
 DM0403
 DM0403  HISTORY     - Date     Condition        Report By
 DM0403  HISTORY     - 1933     MONUMENTED       CGS
 DM0403  HISTORY     - 1965     MARK NOT FOUND   USGS
 DM0403  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0403
 DM0403                          STATION DESCRIPTION
 DM0403
 DM0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0403'3.9 MI NW FROM DEPORT.
 DM0403'3.9 MILES NORTHWEST OF, ALONG P. AND M.P.RY.  CONCRETE POST, 2.0 MILES
 DM0403'SOUTHEAST OF PATTONVILLE, MILE 12.8, AT W.H.MERRITT PLACE, 35 FEET
 DM0403'SOUTHEAST OF LANE CROSSING, 65 FEET NORTHEAST OF HOUSE, 120 FEET
 DM0403'SOUTHWEST OF HIGHWAY CULVERT, 22 FEET SOUTHWEST OF RAILROAD
 DM0403'CENTER-LINE.  TABLET ON TOP OF CONCRETE POST.
 DM0403
 DM0403                          STATION RECOVERY (1965)
 DM0403
 DM0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DM0403'MARK NOT FOUND.
 DM0403
 DM0403                          STATION RECOVERY (1995)
 DM0403
 DM0403'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0311 ***********************************************************************
 DM0311  DESIGNATION -  G 157
 DM0311  PID         -  DM0311
 DM0311  STATE/COUNTY-  TX/CASS
 DM0311  USGS QUAD   -  MARIETTA (1976)
 DM0311
 DM0311                         *CURRENT SURVEY CONTROL
 DM0311  ___________________________________________________________________
 DM0311* NAD 83(1986)-  33 14 02.     (N)    094 37 11.     (W)     SCALED    
 DM0311* NAVD 88     -        90.945  (meters)     298.38   (feet)  ADJUSTED  
 DM0311  ___________________________________________________________________
 DM0311  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DM0311  DYNAMIC HT  -          90.846 (meters)     298.05  (feet)  COMP
 DM0311  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 DM0311
 DM0311  VERT ORDER  -  SECOND    CLASS 0
 DM0311
 DM0311.The horizontal coordinates were scaled from a topographic map and have
 DM0311.an estimated accuracy of +/- 6 seconds.
 DM0311
 DM0311.The orthometric height was determined by differential leveling
 DM0311.and adjusted by the National Geodetic Survey in June 1991..
 DM0311
 DM0311.The geoid height was determined by GEOID03.
 DM0311
 DM0311.The dynamic height is computed by dividing the NAVD 88
 DM0311.geopotential number by the normal gravity value computed on the
 DM0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0311.degrees latitude (g = 980.6199 gals.).
 DM0311
 DM0311.The modeled gravity was interpolated from observed gravity values.
 DM0311
 DM0311;                    North         East    Units  Estimated Accuracy
 DM0311;SPC TXNC     - 2,180,470.      961,540.      MT  (+/- 180 meters Scaled)
 DM0311
 DM0311                          SUPERSEDED SURVEY CONTROL
 DM0311
 DM0311  NGVD 29 (??/??/92)   90.954  (m)          298.40   (f) ADJ UNCH    2 0
 DM0311
 DM0311.Superseded values are not recommended for survey control.
 DM0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0311.See file dsdata.txt to determine how the superseded data were derived.
 DM0311
 DM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS490783(NAD 83)
 DM0311_MARKER: DB = BENCH MARK DISK
 DM0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0311_STAMPING: G 157 1933
 DM0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0311+STABILITY: SURFACE MOTION
 DM0311
 DM0311  HISTORY     - Date     Condition        Report By
 DM0311  HISTORY     - 1933     MONUMENTED       CGS
 DM0311  HISTORY     - 1935     MARK NOT FOUND   NGS
 DM0311
 DM0311                          STATION DESCRIPTION
 DM0311
 DM0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0311'4.1 MI NE FROM NAPLES.
 DM0311'4.1 MILES NORTHEAST OF, ALONG ST.LOUIS SOUTHWESTERN RY.  JENNINGS LAKE
 DM0311'RY., SIDING.  BETWEEN 11TH AND 12TH TELEGRAPH POLES WEST OF MILEPOST
 DM0311'457.  8 FEET EAST OF TELEPHONE POLE.  50 FEET WEST OF C.L., OF DIRT
 DM0311'ROAD CROSSING TRACK.  IN R.R. RIGHT OF WAY, 41 FEET SOUTH OF MAIN
 DM0311'TRACK C.L.  TABLET SET IN TOP OF CONCRETE POST.  NOTE-- MARK IS
 DM0311'COVERED IN WATER IN 1935.
 DM0311
 DM0311                          STATION RECOVERY (1935)
 DM0311
 DM0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0212 ***********************************************************************
 DM0212  DESIGNATION -  G 158
 DM0212  PID         -  DM0212
 DM0212  STATE/COUNTY-  TX/BOWIE
 DM0212  USGS QUAD   -  DOMINO (1975)
 DM0212
 DM0212                         *CURRENT SURVEY CONTROL
 DM0212  ___________________________________________________________________
 DM0212* NAD 83(1986)-  33 16 11.     (N)    094 06 08.     (W)     SCALED    
 DM0212* NAVD 88     -        65.608  (meters)     215.25   (feet)  ADJUSTED  
 DM0212  ___________________________________________________________________
 DM0212  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DM0212  DYNAMIC HT  -          65.538 (meters)     215.02  (feet)  COMP
 DM0212  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 DM0212
 DM0212  VERT ORDER  -  SECOND    CLASS 0
 DM0212
 DM0212.The horizontal coordinates were scaled from a topographic map and have
 DM0212.an estimated accuracy of +/- 6 seconds.
 DM0212
 DM0212.The orthometric height was determined by differential leveling
 DM0212.and adjusted by the National Geodetic Survey in June 1991..
 DM0212
 DM0212.The geoid height was determined by GEOID03.
 DM0212
 DM0212.The dynamic height is computed by dividing the NAVD 88
 DM0212.geopotential number by the normal gravity value computed on the
 DM0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0212.degrees latitude (g = 980.6199 gals.).
 DM0212
 DM0212.The modeled gravity was interpolated from observed gravity values.
 DM0212
 DM0212;                    North         East    Units  Estimated Accuracy
 DM0212;SPC TXNC     - 2,186,340.    1,009,560.      MT  (+/- 180 meters Scaled)
 DM0212
 DM0212                          SUPERSEDED SURVEY CONTROL
 DM0212
 DM0212  NGVD 29 (??/??/92)   65.640  (m)          215.35   (f) ADJ UNCH    2 0
 DM0212
 DM0212.Superseded values are not recommended for survey control.
 DM0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0212.See file dsdata.txt to determine how the superseded data were derived.
 DM0212
 DM0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS973817(NAD 83)
 DM0212_MARKER: DB = BENCH MARK DISK
 DM0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0212_SP_SET: CULVERT
 DM0212_STAMPING: 215.354 G 158 1934
 DM0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0212
 DM0212  HISTORY     - Date     Condition        Report By
 DM0212  HISTORY     - 1934     MONUMENTED       CGS
 DM0212
 DM0212                          STATION DESCRIPTION
 DM0212
 DM0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0212'11.9 MI S FROM TEXARKANA.
 DM0212'IN CASS COUNTY, ABOUT 11.9 MILES SOUTH ALONG THE TEXAS AND PACIFIC
 DM0212'RAILWAY FROM THE STATION AT TEXARKANA, BOWIE COUNTY, BETWEEN THE THIRD
 DM0212'AND FOURTH POLES NORTH OF MILEPOST 12, AT A CULVERT, IN THE TOP OF THE
 DM0212'EAST CONCRETE HEAD WALL, 6 INCHES FROM THE NORTH EDGE, AND 16 FEET
 DM0212'EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 DM0212'215.354 G 158 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0061 ***********************************************************************
 CR0061  DESIGNATION -  G 159
 CR0061  PID         -  CR0061
 CR0061  STATE/COUNTY-  TX/MARION
 CR0061  USGS QUAD   -  WOODLAWN (1978)
 CR0061
 CR0061                         *CURRENT SURVEY CONTROL
 CR0061  ___________________________________________________________________
 CR0061* NAD 83(1986)-  32 43 43.     (N)    094 21 16.     (W)     SCALED    
 CR0061* NAVD 88     -        63.874  (meters)     209.56   (feet)  ADJUSTED  
 CR0061  ___________________________________________________________________
 CR0061  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CR0061  DYNAMIC HT  -          63.803 (meters)     209.33  (feet)  COMP
 CR0061  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 CR0061
 CR0061  VERT ORDER  -  SECOND    CLASS 0
 CR0061
 CR0061.The horizontal coordinates were scaled from a topographic map and have
 CR0061.an estimated accuracy of +/- 6 seconds.
 CR0061
 CR0061.The orthometric height was determined by differential leveling
 CR0061.and adjusted by the National Geodetic Survey in June 1991..
 CR0061
 CR0061.The geoid height was determined by GEOID03.
 CR0061
 CR0061.The dynamic height is computed by dividing the NAVD 88
 CR0061.geopotential number by the normal gravity value computed on the
 CR0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0061.degrees latitude (g = 980.6199 gals.).
 CR0061
 CR0061.The modeled gravity was interpolated from observed gravity values.
 CR0061
 CR0061;                    North         East    Units  Estimated Accuracy
 CR0061;SPC TXNC     - 2,125,420.      988,450.      MT  (+/- 180 meters Scaled)
 CR0061
 CR0061                          SUPERSEDED SURVEY CONTROL
 CR0061
 CR0061  NGVD 29 (??/??/92)   63.925  (m)          209.73   (f) ADJ UNCH    2 0
 CR0061
 CR0061.Superseded values are not recommended for survey control.
 CR0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0061.See file dsdata.txt to determine how the superseded data were derived.
 CR0061
 CR0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS730220(NAD 83)
 CR0061_MARKER: DB = BENCH MARK DISK
 CR0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0061_SP_SET: CULVERT
 CR0061_STAMPING: G 159 1934
 CR0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0061
 CR0061  HISTORY     - Date     Condition        Report By
 CR0061  HISTORY     - 1934     MONUMENTED       CGS
 CR0061  HISTORY     - 1935     GOOD             NGS
 CR0061  HISTORY     - 1988     GOOD             USPSQD
 CR0061
 CR0061                          STATION DESCRIPTION
 CR0061
 CR0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0061'2.6 MI S FROM JEFFERSON.
 CR0061'2.6 MILES SOUTH OF, ALONG TEXAS AND PACIFIC R. R. 1.3 MILES NORTH OF
 CR0061'MARION AND HARRISON COUNTY LINE.  BETWEEN 6TH AND 7TH TELEGRAPH POSTS
 CR0061'NORTH OF MILEPOST 54.  AT RAILROAD CULVERT, 22 FEET EAST EAST OF TRACK
 CR0061'C.L. TABLET CEMENTED IN TOP OF CONCRETE HEADWALL, ABOUT 8 FEET BELOW
 CR0061'TRACK LEVEL.
 CR0061
 CR0061                          STATION RECOVERY (1935)
 CR0061
 CR0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0061'RECOVERED IN GOOD CONDITION.
 CR0061
 CR0061                          STATION RECOVERY (1988)
 CR0061
 CR0061'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 CR0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0329 ***********************************************************************
 CC0329  DESIGNATION -  G 16
 CC0329  PID         -  CC0329
 CC0329  STATE/COUNTY-  TX/WARD
 CC0329  USGS QUAD   -  PECOS EAST (1981)
 CC0329
 CC0329                         *CURRENT SURVEY CONTROL
 CC0329  ___________________________________________________________________
 CC0329* NAD 83(1986)-  31 26 32.     (N)    103 26 53.     (W)     SCALED    
 CC0329* NAVD 88     -       782.839  (meters)    2568.36   (feet)  ADJUSTED  
 CC0329  ___________________________________________________________________
 CC0329  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 CC0329  DYNAMIC HT  -         781.698 (meters)    2564.62  (feet)  COMP
 CC0329  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 CC0329
 CC0329  VERT ORDER  -  FIRST     CLASS II
 CC0329
 CC0329.The horizontal coordinates were scaled from a topographic map and have
 CC0329.an estimated accuracy of +/- 6 seconds.
 CC0329
 CC0329.The orthometric height was determined by differential leveling
 CC0329.and adjusted by the National Geodetic Survey in June 1991..
 CC0329
 CC0329.The geoid height was determined by GEOID03.
 CC0329
 CC0329.The dynamic height is computed by dividing the NAVD 88
 CC0329.geopotential number by the normal gravity value computed on the
 CC0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0329.degrees latitude (g = 980.6199 gals.).
 CC0329
 CC0329.The modeled gravity was interpolated from observed gravity values.
 CC0329
 CC0329;                    North         East    Units  Estimated Accuracy
 CC0329;SPC TX C     - 3,200,980.      403,980.      MT  (+/- 180 meters Scaled)
 CC0329
 CC0329                          SUPERSEDED SURVEY CONTROL
 CC0329
 CC0329  NGVD 29 (??/??/92)  782.501  (m)         2567.26   (f) ADJ UNCH    1 2
 CC0329
 CC0329.Superseded values are not recommended for survey control.
 CC0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0329.See file dsdata.txt to determine how the superseded data were derived.
 CC0329
 CC0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ474796(NAD 83)
 CC0329_MARKER: P = PIPE CAP
 CC0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0329_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0329_STAMPING: G 16 ELEV 2567.255 FT
 CC0329_MARK LOGO: CGS   
 CC0329_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0329
 CC0329  HISTORY     - Date     Condition        Report By
 CC0329  HISTORY     - UNK      MONUMENTED       CGS
 CC0329  HISTORY     - 1956     GOOD             NGS
 CC0329  HISTORY     - 1981     GOOD             NGS
 CC0329
 CC0329                          STATION DESCRIPTION
 CC0329
 CC0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0329'3.0 MI NE FROM PECOS.
 CC0329'3.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0329'STATION AT PECOS, 10.8 FEET SOUTHWEST OF THE 5TH POLE NORTHEAST OF
 CC0329'MILEPOST 644, 42.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 60 FEET
 CC0329'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 56.1 FEET SOUTH OF
 CC0329'THE SOUTH CORNER OF BRIDGE 643.8, 2.1 FEET NORTHEAST OF A WITNESS
 CC0329'POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.2
 CC0329'FEET ABOVE THE GROUND.
 CC0329
 CC0329                          STATION RECOVERY (1981)
 CC0329
 CC0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0329'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0329'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 6.9 KM (4.3 MI) NORTHEAST
 CC0329'ALONG THE MISSOURI PACIFIC RAILROAD, 0.3 KM (0.2 MI) NORTHEAST OF
 CC0329'MILE POST 644, 0.3 KM (0.2 MI) SOUTHWEST OF A GRAVELED ROAD CROSSING,
 CC0329'18.3 METERS (60.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF U.S.
 CC0329'HGIHWAY 80, 17.1 METERS (56.1 FT) SOUTH OF THE SOUTHWEST CORNER OF
 CC0329'RAILROAD BRIDGE NUMBER 6348, AND 13.0 METERS (42.5 FT) SOUTH-SOUTHEAST
 CC0329'OF THE NEAR RAIL.
 CC0329'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0329'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0648 ***********************************************************************
 AB0648  DESIGNATION -  G 16
 AB0648  PID         -  AB0648
 AB0648  STATE/COUNTY-  TX/CAMERON
 AB0648  USGS QUAD   -  RIO HONDO (1980)
 AB0648
 AB0648                         *CURRENT SURVEY CONTROL
 AB0648  ___________________________________________________________________
 AB0648* NAD 83(1986)-  26 08 08.     (N)    097 32 20.     (W)     SCALED    
 AB0648* NAVD 88     -         9.810  (meters)      32.19   (feet)  ADJUSTED  
 AB0648  ___________________________________________________________________
 AB0648  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AB0648  DYNAMIC HT  -           9.794 (meters)      32.13  (feet)  COMP
 AB0648  MODELED GRAV-     979,041.8   (mgal)                       NAVD 88
 AB0648
 AB0648  VERT ORDER  -  SECOND    CLASS 0
 AB0648
 AB0648.The horizontal coordinates were scaled from a topographic map and have
 AB0648.an estimated accuracy of +/- 6 seconds.
 AB0648
 AB0648.The orthometric height was determined by differential leveling
 AB0648.and adjusted by the National Geodetic Survey in June 1991..
 AB0648
 AB0648.The geoid height was determined by GEOID03.
 AB0648
 AB0648.The dynamic height is computed by dividing the NAVD 88
 AB0648.geopotential number by the normal gravity value computed on the
 AB0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0648.degrees latitude (g = 980.6199 gals.).
 AB0648
 AB0648.The modeled gravity was interpolated from observed gravity values.
 AB0648
 AB0648;                    North         East    Units  Estimated Accuracy
 AB0648;SPC TX S     - 5,052,320.      396,110.      MT  (+/- 180 meters Scaled)
 AB0648
 AB0648                          SUPERSEDED SURVEY CONTROL
 AB0648
 AB0648  NGVD 29 (??/??/92)    9.918  (m)           32.54   (f) ADJ UNCH    2 0
 AB0648
 AB0648.Superseded values are not recommended for survey control.
 AB0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0648.See file dsdata.txt to determine how the superseded data were derived.
 AB0648
 AB0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP460915(NAD 83)
 AB0648_MARKER: DD = SURVEY DISK
 AB0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0648_SP_SET: CULVERT
 AB0648_STAMPING: G 16 32.38
 AB0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0648
 AB0648  HISTORY     - Date     Condition        Report By
 AB0648  HISTORY     - UNK      MONUMENTED
 AB0648  HISTORY     - 1942     GOOD             NGS
 AB0648  HISTORY     - 1987     GOOD             USPSQD
 AB0648  HISTORY     - 1987     GOOD             USPSQD
 AB0648  HISTORY     - 1987     GOOD             USPSQD
 AB0648  HISTORY     - 1988     GOOD             USPSQD
 AB0648
 AB0648                          STATION DESCRIPTION
 AB0648
 AB0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0648'6.6 MI E FROM SAN BENITO.
 AB0648'6.6 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0648'BENITO, CAMERON COUNTY, 4.8 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0648'TO BAYVIEW.  NEAR A SMALL STORE, 20 FEET NORTH OF AND 3.5 FEET HIGHER
 AB0648'THAN THE CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE
 AB0648'CENTER OF THE TOP OF THE NORTH HEADWALL.  A CAMERON COUNTY STANDARD
 AB0648'DISK, STAMPED G 16 32.38.
 AB0648
 AB0648                          STATION RECOVERY (1987)
 AB0648
 AB0648'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0648'RECOVERED IN GOOD CONDITION.
 AB0648
 AB0648                          STATION RECOVERY (1987)
 AB0648
 AB0648'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0648'RECOVERED IN GOOD CONDITION.
 AB0648
 AB0648                          STATION RECOVERY (1987)
 AB0648
 AB0648'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0648'RECOVERED IN GOOD CONDITION.
 AB0648
 AB0648                          STATION RECOVERY (1988)
 AB0648
 AB0648'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0162 ***********************************************************************
 CR0162  DESIGNATION -  G 160
 CR0162  PID         -  CR0162
 CR0162  STATE/COUNTY-  TX/GREGG
 CR0162  USGS QUAD   -  LAKEPORT (1983)
 CR0162
 CR0162                         *CURRENT SURVEY CONTROL
 CR0162  ___________________________________________________________________
 CR0162* NAD 83(1986)-  32 29 41.     (N)    094 44 19.     (W)     SCALED    
 CR0162* NAVD 88     -       104.448  (meters)     342.68   (feet)  ADJUSTED  
 CR0162  ___________________________________________________________________
 CR0162  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR0162  DYNAMIC HT  -         104.329 (meters)     342.29  (feet)  COMP
 CR0162  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 CR0162
 CR0162  VERT ORDER  -  SECOND    CLASS 0
 CR0162
 CR0162.The horizontal coordinates were scaled from a topographic map and have
 CR0162.an estimated accuracy of +/- 6 seconds.
 CR0162
 CR0162.The orthometric height was determined by differential leveling
 CR0162.and adjusted by the National Geodetic Survey in June 1991..
 CR0162
 CR0162.The geoid height was determined by GEOID03.
 CR0162
 CR0162.The dynamic height is computed by dividing the NAVD 88
 CR0162.geopotential number by the normal gravity value computed on the
 CR0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0162.degrees latitude (g = 980.6199 gals.).
 CR0162
 CR0162.The modeled gravity was interpolated from observed gravity values.
 CR0162
 CR0162;                    North         East    Units  Estimated Accuracy
 CR0162;SPC TXNC     - 2,098,150.      953,400.      MT  (+/- 180 meters Scaled)
 CR0162
 CR0162                          SUPERSEDED SURVEY CONTROL
 CR0162
 CR0162  NGVD 29 (??/??/92)  104.48   (m)          342.8    (f) COMPUTED    2 0
 CR0162
 CR0162.Superseded values are not recommended for survey control.
 CR0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0162.See file dsdata.txt to determine how the superseded data were derived.
 CR0162
 CR0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR366966(NAD 83)
 CR0162_MARKER: DB = BENCH MARK DISK
 CR0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0162_SP_SET: WALL
 CR0162_STAMPING: G 160 1934
 CR0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0162
 CR0162  HISTORY     - Date     Condition        Report By
 CR0162  HISTORY     - 1934     MONUMENTED       CGS
 CR0162  HISTORY     - 1940     MARK NOT FOUND   LOCENG
 CR0162
 CR0162                          STATION DESCRIPTION
 CR0162
 CR0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0162'IN LONGVIEW.
 CR0162'CITY HALL AND FIRE DEPT. BUILDING AT TYLER AVENUE.  EAST WALL OF
 CR0162'BUILDING, 5 FEET SOUTH OF ENTRANCE.  4 FEET ABOVE GROUND, TABLET SET
 CR0162'VERTICALLY IN BRICK WALL.
 CR0162
 CR0162                          STATION RECOVERY (1940)
 CR0162
 CR0162'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 CR0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0457 ***********************************************************************
 CR0457  DESIGNATION -  G 161
 CR0457  PID         -  CR0457
 CR0457  STATE/COUNTY-  TX/SMITH
 CR0457  USGS QUAD   -  TROUP EAST (1973)
 CR0457
 CR0457                         *CURRENT SURVEY CONTROL
 CR0457  ___________________________________________________________________
 CR0457* NAD 83(1986)-  32 08 44.     (N)    095 07 21.     (W)     SCALED    
 CR0457* NAVD 88     -       142.607  (meters)     467.87   (feet)  ADJUSTED  
 CR0457  ___________________________________________________________________
 CR0457  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR0457  DYNAMIC HT  -         142.438 (meters)     467.32  (feet)  COMP
 CR0457  MODELED GRAV-     979,450.9   (mgal)                       NAVD 88
 CR0457
 CR0457  VERT ORDER  -  SECOND    CLASS 0
 CR0457
 CR0457.The horizontal coordinates were scaled from a topographic map and have
 CR0457.an estimated accuracy of +/- 6 seconds.
 CR0457
 CR0457.The orthometric height was determined by differential leveling
 CR0457.and adjusted by the National Geodetic Survey in June 1991..
 CR0457
 CR0457.The geoid height was determined by GEOID03.
 CR0457
 CR0457.The dynamic height is computed by dividing the NAVD 88
 CR0457.geopotential number by the normal gravity value computed on the
 CR0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0457.degrees latitude (g = 980.6199 gals.).
 CR0457
 CR0457.The modeled gravity was interpolated from observed gravity values.
 CR0457
 CR0457;                    North         East    Units  Estimated Accuracy
 CR0457;SPC TXNC     - 2,058,230.      918,590.      MT  (+/- 180 meters Scaled)
 CR0457
 CR0457                          SUPERSEDED SURVEY CONTROL
 CR0457
 CR0457  NGVD 29 (??/??/92)  142.630  (m)          467.95   (f) ADJ UNCH    2 0
 CR0457
 CR0457.Superseded values are not recommended for survey control.
 CR0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0457.See file dsdata.txt to determine how the superseded data were derived.
 CR0457
 CR0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR998585(NAD 83)
 CR0457_MARKER: DB = BENCH MARK DISK
 CR0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0457_STAMPING: G-161 1934
 CR0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0457+STABILITY: SURFACE MOTION
 CR0457
 CR0457  HISTORY     - Date     Condition        Report By
 CR0457  HISTORY     - 1934     MONUMENTED       CGS
 CR0457  HISTORY     - 1972     MARK NOT FOUND   USGS
 CR0457  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0457
 CR0457                          STATION DESCRIPTION
 CR0457
 CR0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0457'IN TROUP.
 CR0457'250 FEET NORTH OF MAIN DEVALL STREET CROSSING, 100 FEET NORTH OF
 CR0457'FREIGHT STATION, 21 FEET WEST OF MAIN LINE TRACK, IN STATION PARK 1
 CR0457'FOOT FROM CORNER OF HEDGE.  TABLET SET IN A PRECASTED POST STAMPED,
 CR0457'G-161, 1934.
 CR0457
 CR0457                          STATION RECOVERY (1972)
 CR0457
 CR0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CR0457'MARK NOT FOUND.
 CR0457
 CR0457                          STATION RECOVERY (1996)
 CR0457
 CR0457'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0468 ***********************************************************************
 CR0468  DESIGNATION -  G 162
 CR0468  PID         -  CR0468
 CR0468  STATE/COUNTY-  TX/ANDERSON
 CR0468  USGS QUAD   -  BERRYVILLE (1973)
 CR0468
 CR0468                         *CURRENT SURVEY CONTROL
 CR0468  ___________________________________________________________________
 CR0468* NAD 83(1986)-  32 02 12.     (N)    095 26 49.     (W)     SCALED    
 CR0468* NAVD 88     -       105.058  (meters)     344.68   (feet)  ADJUSTED  
 CR0468  ___________________________________________________________________
 CR0468  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR0468  DYNAMIC HT  -         104.932 (meters)     344.26  (feet)  COMP
 CR0468  MODELED GRAV-     979,443.6   (mgal)                       NAVD 88
 CR0468
 CR0468  VERT ORDER  -  SECOND    CLASS 0
 CR0468
 CR0468.The horizontal coordinates were scaled from a topographic map and have
 CR0468.an estimated accuracy of +/- 6 seconds.
 CR0468
 CR0468.The orthometric height was determined by differential leveling
 CR0468.and adjusted by the National Geodetic Survey in June 1991..
 CR0468
 CR0468.The geoid height was determined by GEOID03.
 CR0468
 CR0468.The dynamic height is computed by dividing the NAVD 88
 CR0468.geopotential number by the normal gravity value computed on the
 CR0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0468.degrees latitude (g = 980.6199 gals.).
 CR0468
 CR0468.The modeled gravity was interpolated from observed gravity values.
 CR0468
 CR0468;                    North         East    Units  Estimated Accuracy
 CR0468;SPC TX C     - 3,272,880.    1,161,420.      MT  (+/- 180 meters Scaled)
 CR0468
 CR0468                          SUPERSEDED SURVEY CONTROL
 CR0468
 CR0468  NGVD 29 (??/??/92)  105.088  (m)          344.78   (f) ADJ UNCH    2 0
 CR0468
 CR0468.Superseded values are not recommended for survey control.
 CR0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0468.See file dsdata.txt to determine how the superseded data were derived.
 CR0468
 CR0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR689471(NAD 83)
 CR0468_MARKER: DB = BENCH MARK DISK
 CR0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0468_SP_SET: CULVERT
 CR0468_STAMPING: G-162 1934
 CR0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0468
 CR0468  HISTORY     - Date     Condition        Report By
 CR0468  HISTORY     - 1934     MONUMENTED       CGS
 CR0468
 CR0468                          STATION DESCRIPTION
 CR0468
 CR0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0468'12.4 MI NE FROM JACKSONVILLE.
 CR0468'12.4 MILES NORTHWEST OF, ALONG T. AND N.O.R.R. 50 FEET NORTH OF MILE
 CR0468'POLE 214, 20 FEET SOUTH OF R.R. RIGHT OF WAY FENCE, AND 16 FEET NORTH
 CR0468'OF TRACK.  TABLET SET HORIZONTALLY IN EAST END OF NORTH HEADWALL TO
 CR0468'CULVERT MARKED 214 A.  TABLET STAMPED, G-162, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0878 ***********************************************************************
 BL0878  DESIGNATION -  G 164
 BL0878  PID         -  BL0878
 BL0878  STATE/COUNTY-  TX/TRINITY
 BL0878  USGS QUAD   -  CHITA (1972)
 BL0878
 BL0878                         *CURRENT SURVEY CONTROL
 BL0878  ___________________________________________________________________
 BL0878* NAD 83(1986)-  30 52 53.     (N)    095 12 31.     (W)     SCALED    
 BL0878* NAVD 88     -        57.51   (+/-2cm)     188.7    (feet)  VERTCON   
 BL0878  ___________________________________________________________________
 BL0878  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL0878
 BL0878  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0878
 BL0878.The horizontal coordinates were scaled from a topographic map and have
 BL0878.an estimated accuracy of +/- 6 seconds.
 BL0878
 BL0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0878.The vertical order pertains to the NGVD 29 superseded value.
 BL0878
 BL0878.The geoid height was determined by GEOID03.
 BL0878
 BL0878;                    North         East    Units  Estimated Accuracy
 BL0878;SPC TX C     - 3,145,940.    1,189,810.      MT  (+/- 180 meters Scaled)
 BL0878
 BL0878                          SUPERSEDED SURVEY CONTROL
 BL0878
 BL0878  NGVD 29 (??/??/92)   57.526  (m)          188.73   (f) ADJ UNCH    2 0
 BL0878
 BL0878.Superseded values are not recommended for survey control.
 BL0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0878.See file dsdata.txt to determine how the superseded data were derived.
 BL0878
 BL0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ888185(NAD 83)
 BL0878_MARKER: DB = BENCH MARK DISK
 BL0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0878_STAMPING: G 164 1934 188.864
 BL0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0878+STABILITY: SURFACE MOTION
 BL0878
 BL0878  HISTORY     - Date     Condition        Report By
 BL0878  HISTORY     - 1934     MONUMENTED       CGS
 BL0878  HISTORY     - 1947     GOOD             NGS
 BL0878  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0878
 BL0878                          STATION DESCRIPTION
 BL0878
 BL0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0878'0.5 MI N FROM CARLISLE.
 BL0878'0.5 MILE NORTH ALONG THE WACO, BEAUMONT, TRINITY AND SABINE RAILROAD
 BL0878'FROM THE POST OFFICE AT CARLISLE, ABOUT 0.2 MILE SOUTH OF A ROAD
 BL0878'CROSSING, ABOUT 86 YARDS NORTH OF THE NORTH END OF A SMALL TRESTLE,
 BL0878'ABOUT 84 YARDS SOUTHEAST OF A BARN, 102.0 FEET EAST OF THE CENTER LINE
 BL0878'OF THE ROAD, 34.0 FEET WEST OF THE CENTER LINE OF THE TRACK, ABOUT 2.0
 BL0878'FEET ABOVE TRACK LEVEL, 2.0 FEET EAST OF A REFERENCE POST, SET IN TOP
 BL0878'OF A CONCRETE POST PROJECTING 13-INCHES ABOVE THE GROUND.
 BL0878
 BL0878                          STATION RECOVERY (1996)
 BL0878
 BL0878'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0026 ***********************************************************************
 BL0026  DESIGNATION -  G 165
 BL0026  PID         -  BL0026
 BL0026  STATE/COUNTY-  TX/TYLER
 BL0026  USGS QUAD   -  WOODVILLE (1984)
 BL0026
 BL0026                         *CURRENT SURVEY CONTROL
 BL0026  ___________________________________________________________________
 BL0026* NAD 83(1986)-  30 45 45.     (N)    094 27 38.     (W)     SCALED    
 BL0026* NAVD 88     -       109.63   (+/-2cm)     359.7    (feet)  VERTCON   
 BL0026  ___________________________________________________________________
 BL0026  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL0026
 BL0026  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0026
 BL0026.The horizontal coordinates were scaled from a topographic map and have
 BL0026.an estimated accuracy of +/- 6 seconds.
 BL0026
 BL0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0026.The vertical order pertains to the NGVD 29 superseded value.
 BL0026
 BL0026.The geoid height was determined by GEOID03.
 BL0026
 BL0026;                    North         East    Units  Estimated Accuracy
 BL0026;SPC TX C     - 3,136,320.    1,261,940.      MT  (+/- 180 meters Scaled)
 BL0026
 BL0026                          SUPERSEDED SURVEY CONTROL
 BL0026
 BL0026  NGVD 29 (??/??/92)  109.624  (m)          359.66   (f) ADJ UNCH    2 0
 BL0026
 BL0026.Superseded values are not recommended for survey control.
 BL0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0026.See file dsdata.txt to determine how the superseded data were derived.
 BL0026
 BL0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ602041(NAD 83)
 BL0026_MARKER: DB = BENCH MARK DISK
 BL0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0026_STAMPING: 359.707 G 165 1934
 BL0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0026+STABILITY: SURFACE MOTION
 BL0026
 BL0026  HISTORY     - Date     Condition        Report By
 BL0026  HISTORY     - 1934     MONUMENTED       CGS
 BL0026  HISTORY     - 1934     GOOD             NGS
 BL0026
 BL0026                          STATION DESCRIPTION
 BL0026
 BL0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0026'3.6 MI W FROM WOODVILLE.
 BL0026'3.6 MILES WEST ALONG OLD ABANDONED STATE HIGHWAY 45 FROM WOODVILLE,
 BL0026'TYLER COUNTY, AT THE CREST OF A SMALL HILL, AT THE JUNCTION OF A ROAD
 BL0026'LEADING TO HARMONY, 65 FEET WEST OF THE SIDE ROAD, AND 30 FEET NORTH
 BL0026'OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED
 BL0026'359.707 G 165 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0553 ***********************************************************************
 BL0553  DESIGNATION -  G 166
 BL0553  PID         -  BL0553
 BL0553  STATE/COUNTY-  TX/POLK
 BL0553  USGS QUAD   -  GOODRICH (1984)
 BL0553
 BL0553                         *CURRENT SURVEY CONTROL
 BL0553  ___________________________________________________________________
 BL0553* NAD 83(1986)-  30 36 21.     (N)    094 56 54.     (W)     SCALED    
 BL0553* NAVD 88     -        31.16   (+/-2cm)     102.2    (feet)  VERTCON   
 BL0553  ___________________________________________________________________
 BL0553  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0553
 BL0553  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0553
 BL0553.The horizontal coordinates were scaled from a topographic map and have
 BL0553.an estimated accuracy of +/- 6 seconds.
 BL0553
 BL0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0553.The vertical order pertains to the NGVD 29 superseded value.
 BL0553
 BL0553.The geoid height was determined by GEOID03.
 BL0553
 BL0553;                    North         East    Units  Estimated Accuracy
 BL0553;SPC TX C     - 3,116,610.    1,216,140.      MT  (+/- 180 meters Scaled)
 BL0553
 BL0553                          SUPERSEDED SURVEY CONTROL
 BL0553
 BL0553  NGVD 29 (??/??/92)   31.175  (m)          102.28   (f) ADJ UNCH    2 0
 BL0553
 BL0553.Superseded values are not recommended for survey control.
 BL0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0553.See file dsdata.txt to determine how the superseded data were derived.
 BL0553
 BL0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP132875(NAD 83)
 BL0553_MARKER: DB = BENCH MARK DISK
 BL0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0553_SP_SET: CULVERT
 BL0553_STAMPING: 102.392 G 166 1934
 BL0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0553+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 BL0553
 BL0553  HISTORY     - Date     Condition        Report By
 BL0553  HISTORY     - 1934     MONUMENTED       CGS
 BL0553  HISTORY     - 1947     GOOD             NGS
 BL0553  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0553  HISTORY     - 19970426 GOOD             USPSQD
 BL0553  HISTORY     - 20050708 GOOD             USPSQD
 BL0553
 BL0553                          STATION DESCRIPTION
 BL0553
 BL0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0553'IN GOODRICH.
 BL0553'AT GOODRICH, POLK COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD, ABOUT
 BL0553'250 FEET NORTH OF THE STATION, AT A ROAD CROSSING, 35 FEET NORTH OF
 BL0553'THE ROAD, 25 FEET WEST OF THE MAIN TRACK, AT CULVERT 63 B UNDER THE
 BL0553'TRACK, AND IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL.
 BL0553'A STANDARD DISK, STAMPED 102.392 G 166 1934.
 BL0553
 BL0553                          STATION RECOVERY (1990)
 BL0553
 BL0553'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL0553'MARK NOT FOUND.
 BL0553
 BL0553                          STATION RECOVERY (1997)
 BL0553
 BL0553'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0553'RECOVERED IN GOOD CONDITION.
 BL0553
 BL0553                          STATION RECOVERY (2005)
 BL0553
 BL0553'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0457 ***********************************************************************
 BL0457  DESIGNATION -  G 167
 BL0457  PID         -  BL0457
 BL0457  STATE/COUNTY-  TX/LIBERTY
 BL0457  USGS QUAD   -  ROMAYOR (1984)
 BL0457
 BL0457                         *CURRENT SURVEY CONTROL
 BL0457  ___________________________________________________________________
 BL0457* NAD 83(1986)-  30 23 52.     (N)    094 45 58.     (W)     SCALED    
 BL0457* NAVD 88     -        22.80   (+/-2cm)      74.8    (feet)  VERTCON   
 BL0457  ___________________________________________________________________
 BL0457  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0457
 BL0457  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0457
 BL0457.The horizontal coordinates were scaled from a topographic map and have
 BL0457.an estimated accuracy of +/- 6 seconds.
 BL0457
 BL0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0457.The vertical order pertains to the NGVD 29 superseded value.
 BL0457
 BL0457.The geoid height was determined by GEOID03.
 BL0457
 BL0457;                    North         East    Units  Estimated Accuracy
 BL0457;SPC TX C     - 3,094,430.    1,234,750.      MT  (+/- 180 meters Scaled)
 BL0457
 BL0457                          SUPERSEDED SURVEY CONTROL
 BL0457
 BL0457  NGVD 29 (??/??/92)   22.810  (m)           74.84   (f) ADJ UNCH    2 0
 BL0457
 BL0457.Superseded values are not recommended for survey control.
 BL0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0457.See file dsdata.txt to determine how the superseded data were derived.
 BL0457
 BL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP303641(NAD 83)
 BL0457_MARKER: DB = BENCH MARK DISK
 BL0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0457_STAMPING: 74.960 G 167 1934
 BL0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0457+STABILITY: SURFACE MOTION
 BL0457
 BL0457  HISTORY     - Date     Condition        Report By
 BL0457  HISTORY     - 1934     MONUMENTED       CGS
 BL0457  HISTORY     - 1955     GOOD             USGS
 BL0457  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0457
 BL0457                          STATION DESCRIPTION
 BL0457
 BL0457'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BL0457'4.8 MI S FROM RYE.
 BL0457'0.6 MILE NORTH-NORTHWEST ALONG OLD STATE HIGHWAY 146 FROM CLARK, 31
 BL0457'FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, AND 12 FEET SOUTH OF A
 BL0457'FENCE.
 BL0457
 BL0457                          STATION RECOVERY (1977)
 BL0457
 BL0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0596 ***********************************************************************
 AW0596  DESIGNATION -  G 168
 AW0596  PID         -  AW0596
 AW0596  STATE/COUNTY-  TX/GALVESTON
 AW0596  USGS QUAD   -  GALVESTON (1994)
 AW0596
 AW0596                         *CURRENT SURVEY CONTROL
 AW0596  ___________________________________________________________________
 AW0596* NAD 83(1986)-  29 16 29.     (N)    094 48 36.     (W)     SCALED    
 AW0596* NAVD 88     -         4.282  (meters)      14.05   (feet)  ADJUSTED  
 AW0596  ___________________________________________________________________
 AW0596  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0596  DYNAMIC HT  -           4.276 (meters)      14.03  (feet)  COMP
 AW0596  MODELED GRAV-     979,259.9   (mgal)                       NAVD 88
 AW0596
 AW0596  VERT ORDER  -  FIRST     CLASS II
 AW0596
 AW0596.The horizontal coordinates were scaled from a topographic map and have
 AW0596.an estimated accuracy of +/- 6 seconds.
 AW0596
 AW0596.The orthometric height was determined by differential leveling
 AW0596.and adjusted by the National Geodetic Survey in March 1997..
 AW0596
 AW0596.The geoid height was determined by GEOID03.
 AW0596
 AW0596.The dynamic height is computed by dividing the NAVD 88
 AW0596.geopotential number by the normal gravity value computed on the
 AW0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0596.degrees latitude (g = 980.6199 gals.).
 AW0596
 AW0596.The modeled gravity was interpolated from observed gravity values.
 AW0596
 AW0596;                    North         East    Units  Estimated Accuracy
 AW0596;SPC TXSC     - 4,167,040.    1,007,040.      MT  (+/- 180 meters Scaled)
 AW0596
 AW0596                          SUPERSEDED SURVEY CONTROL
 AW0596
 AW0596  NAVD 88 (06/15/91)    4.335  (m)           14.22   (f) UNKNOWN     1 1
 AW0596  NGVD 29 (12/23/87)    4.332  (m)           14.21   (f) ADJUSTED    1 1
 AW0596
 AW0596.Superseded values are not recommended for survey control.
 AW0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0596.See file dsdata.txt to determine how the superseded data were derived.
 AW0596
 AW0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN241397(NAD 83)
 AW0596_MARKER: DB = BENCH MARK DISK
 AW0596_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0596_SP_SET: SEAWALL
 AW0596_STAMPING: G 168 1936 ELEV. 15.308 FT.
 AW0596_MARK LOGO: CGS   
 AW0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0596+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 AW0596
 AW0596  HISTORY     - Date     Condition        Report By
 AW0596  HISTORY     - 1936     MONUMENTED       CGS
 AW0596  HISTORY     - 1973     GOOD             NGS
 AW0596  HISTORY     - 1978     GOOD             NGS
 AW0596  HISTORY     - 1983     GOOD             NGS
 AW0596  HISTORY     - 1984     GOOD             USPSQD
 AW0596  HISTORY     - 1987     GOOD             USPSQD
 AW0596  HISTORY     - 1987     GOOD             USPSQD
 AW0596  HISTORY     - 1987     GOOD             USPSQD
 AW0596  HISTORY     - 1987     GOOD             USPSQD
 AW0596  HISTORY     - 1987     GOOD             NGS
 AW0596  HISTORY     - 1988     GOOD             USPSQD
 AW0596  HISTORY     - 1988     GOOD             USPSQD
 AW0596  HISTORY     - 1988     GOOD             USPSQD
 AW0596  HISTORY     - 1988     GOOD             USPSQD
 AW0596  HISTORY     - 1988     GOOD             USPSQD
 AW0596  HISTORY     - 1988     GOOD             USPSQD
 AW0596  HISTORY     - 1988     GOOD             USPSQD
 AW0596  HISTORY     - 1988     GOOD             USPSQD
 AW0596  HISTORY     - 1988     GOOD             USPSQD
 AW0596  HISTORY     - 1989     GOOD             USPSQD
 AW0596  HISTORY     - 1989     GOOD             USPSQD
 AW0596  HISTORY     - 1989     GOOD             USPSQD
 AW0596  HISTORY     - 1989     GOOD             USPSQD
 AW0596  HISTORY     - 1989     GOOD             USPSQD
 AW0596  HISTORY     - 1989     GOOD             USPSQD
 AW0596  HISTORY     - 1989     GOOD             USPSQD
 AW0596  HISTORY     - 1990     GOOD             USPSQD
 AW0596  HISTORY     - 19961205 GOOD             NGS
 AW0596  HISTORY     - 20031206 GOOD             USPSQD
 AW0596  HISTORY     - 20041210 GOOD             USPSQD
 AW0596
 AW0596                          STATION DESCRIPTION
 AW0596
 AW0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0596'IN GALVESTON.
 AW0596'AT GALVESTON, 0.15 MILE SOUTHWEST ALONG SEAWALL BOULEVARD FROM THE
 AW0596'JUNCTION OF 45TH STREET NORTH, IN THE TOP AND CENTER OF A CONCRETE
 AW0596'SEAWALL, AT A POINT IN LINE WITH THE CENTER OF STONE BRAKERS, 12.6
 AW0596'FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE BOULEVARD, 61.7 FEET
 AW0596'SOUTHWEST OF A STONE WALL AROUND A FORMER GUN EMPLACEMENT, AND ABOUT
 AW0596'LEVEL WITH THE BOULEVARD.
 AW0596
 AW0596                          STATION RECOVERY (1978)
 AW0596
 AW0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1983)
 AW0596
 AW0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1984)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1987)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1987)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1987)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1987)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1987 (AOM)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1987)
 AW0596
 AW0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0596'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.2 KM (2.0 MI)
 AW0596'SOUTHWEST ALONG SEAWALL BOULEVARD FROM MOODY CENTER IN GALVESTON.
 AW0596
 AW0596                          STATION RECOVERY (1988)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1988)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1988)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1988)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1988)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1988)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1988)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1988)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1988)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1989)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1989)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1989)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1989)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1989)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1989)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1989)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1990)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (1996)
 AW0596
 AW0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0596'IN GALVESTON, AT THE INTERSECTION OF SEAWALL BOULEVARD AND 45TH
 AW0596'STREET, IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF THE BOULEVARD,
 AW0596'IN LINE WITH A WATER BRAKE, 225.0 M (738.2 FT) SOUTHWEST OF THE STREET
 AW0596'CENTER, 23.3 M (76.4 FT) SOUTHWEST OF THE WEST CORNER OF A DOLPHIN
 AW0596'STATUE, 10.5 M (34.4 FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND
 AW0596'LANES OF THE HIGHWAY, 0.7 M (2.3 FT) NORTHWEST OF THE SOUTHEAST EDGE
 AW0596'OF THE SEAWALL, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
 AW0596
 AW0596                          STATION RECOVERY (2003)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0596'RECOVERED IN GOOD CONDITION.
 AW0596
 AW0596                          STATION RECOVERY (2004)
 AW0596
 AW0596'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2644 ***********************************************************************
 AW2644  DESIGNATION -  G 169
 AW2644  PID         -  AW2644
 AW2644  STATE/COUNTY-  TX/GALVESTON
 AW2644  USGS QUAD   -  THE JETTIES (1994)
 AW2644
 AW2644                         *CURRENT SURVEY CONTROL
 AW2644  ___________________________________________________________________
 AW2644* NAD 83(1986)-  29 20 00.     (N)    094 44 20.     (W)     SCALED    
 AW2644* NAVD 88     -         1.11   (+/-2cm)       3.6    (feet)  VERTCON   
 AW2644  ___________________________________________________________________
 AW2644  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW2644
 AW2644  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2644
 AW2644.The horizontal coordinates were scaled from a topographic map and have
 AW2644.an estimated accuracy of +/- 6 seconds.
 AW2644
 AW2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2644.The vertical order pertains to the NGVD 29 superseded value.
 AW2644
 AW2644.The geoid height was determined by GEOID03.
 AW2644
 AW2644;                    North         East    Units  Estimated Accuracy
 AW2644;SPC TXSC     - 4,173,780.    1,013,710.      MT  (+/- 180 meters Scaled)
 AW2644
 AW2644                          SUPERSEDED SURVEY CONTROL
 AW2644
 AW2644  NGVD 29 (??/??/92)    1.107  (m)            3.63   (f) ADJ UNCH    1 2
 AW2644
 AW2644.Superseded values are not recommended for survey control.
 AW2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2644.See file dsdata.txt to determine how the superseded data were derived.
 AW2644
 AW2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN311461(NAD 83)
 AW2644_MARKER: DJ = TIDAL STATION DISK
 AW2644_SETTING: 80 = SET IN A BOULDER
 AW2644_SP_SET: BOULDER
 AW2644_STAMPING: G 169 1936 ELEV 3.871 FT
 AW2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2644+STABILITY: SURFACE MOTION
 AW2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2644+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 AW2644
 AW2644  HISTORY     - Date     Condition        Report By
 AW2644  HISTORY     - 1936     MONUMENTED       CGS
 AW2644  HISTORY     - 1964     GOOD             NGS
 AW2644  HISTORY     - 1990     GOOD             USPSQD
 AW2644  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW2644  HISTORY     - 20020614 GOOD             USPSQD
 AW2644  HISTORY     - 20041210 GOOD             USPSQD
 AW2644
 AW2644                          STATION DESCRIPTION
 AW2644
 AW2644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2644'4.5 MI NE FROM GALVESTON.
 AW2644'ABOUT 3.7 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW2644'CENTER AT GALVESTON, THENCE 0.8 MILE EAST ALONG THE SOUTH JETTY, SET
 AW2644'IN THE CENTER OF THE TOP OF A 3-FOOT SQUARE GRANITE BOULDER, AND
 AW2644'PROJECTING ABOUT 6 INCHES ABOVE THE SEA WALL.
 AW2644
 AW2644                          STATION RECOVERY (1990)
 AW2644
 AW2644'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW2644'RECOVERED IN GOOD CONDITION.
 AW2644
 AW2644                          STATION RECOVERY (1994)
 AW2644
 AW2644'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2644'MARK NOT FOUND.
 AW2644
 AW2644                          STATION RECOVERY (2002)
 AW2644
 AW2644'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW2644'1964 DESCRIPTION STILL ADEQUATE.
 AW2644
 AW2644                          STATION RECOVERY (2004)
 AW2644
 AW2644'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0741 ***********************************************************************
 BM0741  DESIGNATION -  G 17 USGS
 BM0741  PID         -  BM0741
 BM0741  STATE/COUNTY-  TX/WILLIAMSON
 BM0741  USGS QUAD   -  WEIR (1982)
 BM0741
 BM0741                         *CURRENT SURVEY CONTROL
 BM0741  ___________________________________________________________________
 BM0741* NAD 83(1986)-  30 41 51.     (N)    097 30 32.     (W)     SCALED    
 BM0741* NAVD 88     -       203.35   (+/-2cm)     667.2    (feet)  VERTCON   
 BM0741  ___________________________________________________________________
 BM0741  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BM0741
 BM0741  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0741
 BM0741.The horizontal coordinates were scaled from a topographic map and have
 BM0741.an estimated accuracy of +/- 6 seconds.
 BM0741
 BM0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0741.The vertical order pertains to the NGVD 29 superseded value.
 BM0741
 BM0741.The geoid height was determined by GEOID03.
 BM0741
 BM0741;                    North         East    Units  Estimated Accuracy
 BM0741;SPC TX C     - 3,117,710.      970,540.      MT  (+/- 180 meters Scaled)
 BM0741
 BM0741                          SUPERSEDED SURVEY CONTROL
 BM0741
 BM0741  NGVD 29 (??/??/92)  203.263  (m)          666.87   (f) ADJ UNCH    2 0
 BM0741
 BM0741.Superseded values are not recommended for survey control.
 BM0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0741.See file dsdata.txt to determine how the superseded data were derived.
 BM0741
 BM0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU428970(NAD 83)
 BM0741_MARKER: P = PIPE CAP
 BM0741_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0741_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0741_STAMPING: G 17 1924
 BM0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0741
 BM0741  HISTORY     - Date     Condition        Report By
 BM0741  HISTORY     - 1924     MONUMENTED       USGS
 BM0741  HISTORY     - 1954     GOOD             NGS
 BM0741  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0741  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0741
 BM0741                          STATION DESCRIPTION
 BM0741
 BM0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0741'4.65 MI SW FROM GRANGER.
 BM0741'4.65 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 BM0741'TEXAS FROM THE STATION AT GRANGER, 48 FEET NORTH OF THE CENTER OF A
 BM0741'DIRT ROAD CROSSING, 45.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET
 BM0741'SOUTHEAST OF A FENCE, 3 FEET EAST OF A WITNESS POST, RIVETED ON THE
 BM0741'TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.9 FOOT ABOVE THE
 BM0741'GROUND.
 BM0741
 BM0741                          STATION RECOVERY (1990)
 BM0741
 BM0741'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0741'MARK NOT FOUND.
 BM0741
 BM0741                          STATION RECOVERY (1999)
 BM0741
 BM0741'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1653 ***********************************************************************
 AW1653  DESIGNATION -  G 170
 AW1653  PID         -  AW1653
 AW1653  STATE/COUNTY-  TX/HARRIS
 AW1653  USGS QUAD   -  LEAGUE CITY (1995)
 AW1653
 AW1653                         *CURRENT SURVEY CONTROL
 AW1653  ___________________________________________________________________
 AW1653* NAD 83(1986)-  29 36 35.     (N)    095 01 07.     (W)     SCALED    
 AW1653* NAVD 88     -         3.07   (+/-2cm)      10.1    (feet)  VERTCON   
 AW1653  ___________________________________________________________________
 AW1653  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1653
 AW1653  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1653
 AW1653.The horizontal coordinates were scaled from a topographic map and have
 AW1653.an estimated accuracy of +/- 6 seconds.
 AW1653
 AW1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1653.The vertical order pertains to the NGVD 29 superseded value.
 AW1653
 AW1653.The geoid height was determined by GEOID03.
 AW1653
 AW1653;                    North         East    Units  Estimated Accuracy
 AW1653;SPC TXSC     - 4,203,430.      985,520.      MT  (+/- 180 meters Scaled)
 AW1653
 AW1653                          SUPERSEDED SURVEY CONTROL
 AW1653
 AW1653  NGVD 29 (??/??/92)    3.071  (m)           10.08   (f) ADJ UNCH    1 2
 AW1653
 AW1653.Superseded values are not recommended for survey control.
 AW1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1653.See file dsdata.txt to determine how the superseded data were derived.
 AW1653
 AW1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN045772(NAD 83)
 AW1653_MARKER: DB = BENCH MARK DISK
 AW1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1653_STAMPING: G 170 1936 13.386
 AW1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1653+STABILITY: SURFACE MOTION
 AW1653
 AW1653  HISTORY     - Date     Condition        Report By
 AW1653  HISTORY     - 1936     MONUMENTED       CGS
 AW1653  HISTORY     - 1973     GOOD             NGS
 AW1653  HISTORY     - 1974     GOOD             LOCENG
 AW1653  HISTORY     - 1978     GOOD             NGS
 AW1653  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 1988     GOOD             USPSQD
 AW1653  HISTORY     - 1988     GOOD             USPSQD
 AW1653  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 1989     GOOD             USPSQD
 AW1653  HISTORY     - 19910216 MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 20000310 MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1653  HISTORY     - 20030422 MARK NOT FOUND   USPSQD
 AW1653  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AW1653
 AW1653                          STATION DESCRIPTION
 AW1653
 AW1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1653'3.8 MI N FROM SEABROOK.
 AW1653'ABOUT 2.8 MILES NORTH ALONG STATE HWY. 146 FROM THE INTERSECTION OF
 AW1653'NASA ROAD 1 AT SEABROOK, THENCE 0.6 MILE EAST ALONG PORT ROAD, THENCE
 AW1653'0.4 MILE NORTH ALONG OLD STATE HWY. 146, ABOUT 59 1/2 FEET EAST OF THE
 AW1653'CENTER LINE OF OLD STATE HWY. 146, 30 1/2 FEET NORTH OF THE CENTER
 AW1653'LINE OF TODVILLE ROAD, 78 FEET EAST OF POWER POLE 27643, BEARING A
 AW1653'LIGHT AND TWO METERS, 2.3 FEET SOUTH-SOUTHEAST OF A TELEPHONE CABLE
 AW1653'MARKER POST, ABOUT 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 AW1653'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW1653'FLUSH WITH THE GROUND.
 AW1653
 AW1653                          STATION RECOVERY (1974)
 AW1653
 AW1653'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW1653'RECOVERED IN GOOD CONDITION.
 AW1653
 AW1653                          STATION RECOVERY (1978)
 AW1653
 AW1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1653'RECOVERED IN GOOD CONDITION.
 AW1653
 AW1653                          STATION RECOVERY (1987)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1653'MARK NOT FOUND.
 AW1653
 AW1653                          STATION RECOVERY (1987)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1653'MARK NOT FOUND.
 AW1653
 AW1653                          STATION RECOVERY (1987)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1653'MARK NOT FOUND.
 AW1653
 AW1653                          STATION RECOVERY (1987)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1987 (USP)
 AW1653'MARK NOT FOUND.
 AW1653
 AW1653                          STATION RECOVERY (1988)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1653'MARK NOT FOUND.
 AW1653
 AW1653                          STATION RECOVERY (1988)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW1653'MARK NOT FOUND.
 AW1653
 AW1653                          STATION RECOVERY (1988)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1653'MARK NOT FOUND.
 AW1653
 AW1653                          STATION RECOVERY (1988)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1653'RECOVERED IN GOOD CONDITION.
 AW1653
 AW1653                          STATION RECOVERY (1988)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1653'RECOVERED IN GOOD CONDITION.
 AW1653
 AW1653                          STATION RECOVERY (1988)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1653'MARK NOT FOUND.
 AW1653
 AW1653                          STATION RECOVERY (1988)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1653'MARK NOT FOUND.
 AW1653
 AW1653                          STATION RECOVERY (1989)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1653'MARK NOT FOUND.
 AW1653
 AW1653                          STATION RECOVERY (1989)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1653'RECOVERED IN GOOD CONDITION.
 AW1653
 AW1653                          STATION RECOVERY (1991)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1991 (MR)
 AW1653'MARK NOT FOUND.
 AW1653
 AW1653                          STATION RECOVERY (1993)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1653'MARK NOT FOUND.
 AW1653
 AW1653                          STATION RECOVERY (2000)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1653'MARK NOT FOUND.
 AW1653
 AW1653                          STATION RECOVERY (2001)
 AW1653
 AW1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1653'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1653
 AW1653                          STATION RECOVERY (2003)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AW1653'TALKED TO MR. RONNIE RODE, CHIEF OF SECURITY AT ODFJELL'S SEABROOK
 AW1653'TERMINAL.  NEEDED PERMISSION TO SEARCH FOR THE MARK IN THE OIL TANK
 AW1653'FARM ON THEIR PROPERTY.  HE REFUSED PERMISSION BUT DID CALL THEIR
 AW1653'CHIEF ENGINEER.  HE REPORTED THAT THE ENTIRE STREET INTERSECTION WHERE
 AW1653'THE MARK WAS LOCATED WAS REMOVED.  IT WAS HAULED OFF WHEN THEY DUG THE
 AW1653'CANAL.  THE CANAL RUNS FROM THEIR FACILITY TO GALVESTON BAY.
 AW1653
 AW1653                          STATION RECOVERY (2005)
 AW1653
 AW1653'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1680 ***********************************************************************
 AW1680  DESIGNATION -  G 171 RESET 2 1956
 AW1680  PID         -  AW1680
 AW1680  STATE/COUNTY-  TX/GALVESTON
 AW1680  USGS QUAD   -  GALVESTON (1994)
 AW1680
 AW1680                         *CURRENT SURVEY CONTROL
 AW1680  ___________________________________________________________________
 AW1680* NAD 83(1986)-  29 22 22.     (N)    094 45 15.     (W)     SCALED    
 AW1680* NAVD 88     -         1.72   (+/-2cm)       5.6    (feet)  VERTCON   
 AW1680  ___________________________________________________________________
 AW1680  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW1680
 AW1680  VERT ORDER  -  THIRD (See Below)
 AW1680
 AW1680.The horizontal coordinates were scaled from a topographic map and have
 AW1680.an estimated accuracy of +/- 6 seconds.
 AW1680
 AW1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1680.The vertical order pertains to the NGVD 29 superseded value.
 AW1680
 AW1680.The geoid height was determined by GEOID03.
 AW1680
 AW1680;                    North         East    Units  Estimated Accuracy
 AW1680;SPC TXSC     - 4,178,090.    1,012,070.      MT  (+/- 180 meters Scaled)
 AW1680
 AW1680                          SUPERSEDED SURVEY CONTROL
 AW1680
 AW1680  NGVD 29 (??/??/??)    1.72   (m)            5.6    (f) RESET       3  
 AW1680
 AW1680.Superseded values are not recommended for survey control.
 AW1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1680.See file dsdata.txt to determine how the superseded data were derived.
 AW1680
 AW1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN297505(NAD 83)
 AW1680_MARKER: DB = BENCH MARK DISK
 AW1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1680_STAMPING: G 171 RESET 2 1956
 AW1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1680+STABILITY: SURFACE MOTION
 AW1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1680+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1680
 AW1680  HISTORY     - Date     Condition        Report By
 AW1680  HISTORY     - 1956     MONUMENTED       CGS
 AW1680  HISTORY     - 1958     GOOD             NGS
 AW1680  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1680  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1680  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1680  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1680  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AW1680  HISTORY     - 20041023 GOOD             USPSQD
 AW1680
 AW1680                          STATION DESCRIPTION
 AW1680
 AW1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1680'1.7 MI NE FROM PORT BOLIVAR.
 AW1680'ABOUT 1.7 MILE NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY LANDING
 AW1680'AT PORT BOLIVAR, 68 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW1680'31 YARDS NORTHEAST OF THE NORTHEAST CORNER OF A STORE AND GAS STATION,
 AW1680'11 FEET SOUTHEAST OF A POWER POLE, 1 FOOT SOUTHWEST OF A FENCE, 2 FEET
 AW1680'NORTHWEST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 AW1680'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW1680
 AW1680                          STATION RECOVERY (1978)
 AW1680
 AW1680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1680'NOT RECOVERED.
 AW1680
 AW1680                          STATION RECOVERY (1987)
 AW1680
 AW1680'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1680'MARK NOT FOUND.
 AW1680
 AW1680                          STATION RECOVERY (1989)
 AW1680
 AW1680'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW1680'MARK NOT FOUND.
 AW1680
 AW1680                          STATION RECOVERY (1995)
 AW1680
 AW1680'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1680'MARK NOT FOUND.
 AW1680
 AW1680                          STATION RECOVERY (2003)
 AW1680
 AW1680'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1680'MARK NOT FOUND.
 AW1680
 AW1680                          STATION RECOVERY (2004)
 AW1680
 AW1680'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1389 ***********************************************************************
 AW1389  DESIGNATION -  G 172
 AW1389  PID         -  AW1389
 AW1389  STATE/COUNTY-  TX/GALVESTON
 AW1389  USGS QUAD   -  HIGH ISLAND (1994)
 AW1389
 AW1389                         *CURRENT SURVEY CONTROL
 AW1389  ___________________________________________________________________
 AW1389* NAD 83(1986)-  29 33 18.     (N)    094 23 27.     (W)     SCALED    
 AW1389* NAVD 88     -         1.63   (+/-2cm)       5.3    (feet)  VERTCON   
 AW1389  ___________________________________________________________________
 AW1389  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW1389
 AW1389  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1389
 AW1389.The horizontal coordinates were scaled from a topographic map and have
 AW1389.an estimated accuracy of +/- 6 seconds.
 AW1389
 AW1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1389.The vertical order pertains to the NGVD 29 superseded value.
 AW1389
 AW1389.The geoid height was determined by GEOID03.
 AW1389
 AW1389;                    North         East    Units  Estimated Accuracy
 AW1389;SPC TXSC     - 4,199,610.    1,046,520.      MT  (+/- 180 meters Scaled)
 AW1389
 AW1389                          SUPERSEDED SURVEY CONTROL
 AW1389
 AW1389  NGVD 29 (??/??/92)    1.631  (m)            5.35   (f) ADJ UNCH    1 2
 AW1389
 AW1389.Superseded values are not recommended for survey control.
 AW1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1389.See file dsdata.txt to determine how the superseded data were derived.
 AW1389
 AW1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN652702(NAD 83)
 AW1389_MARKER: DB = BENCH MARK DISK
 AW1389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1389_SP_SET: CULVERT
 AW1389_STAMPING: G 172 1936 ELEV 5.732 FT
 AW1389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1389+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AW1389
 AW1389  HISTORY     - Date     Condition        Report By
 AW1389  HISTORY     - 1936     MONUMENTED       CGS
 AW1389  HISTORY     - 1958     GOOD             NGS
 AW1389  HISTORY     - 1977     GOOD             NGS
 AW1389  HISTORY     - 1978     GOOD             NGS
 AW1389  HISTORY     - 1990     GOOD             USPSQD
 AW1389  HISTORY     - 19940903 GOOD             USPSQD
 AW1389  HISTORY     - 19950821 GOOD             USPSQD
 AW1389  HISTORY     - 20020724 GOOD             USPSQD
 AW1389  HISTORY     - 20031104 GOOD             USPSQD
 AW1389  HISTORY     - 20050310 GOOD             USPSQD
 AW1389
 AW1389                          STATION DESCRIPTION
 AW1389
 AW1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1389'0.55 MI SE FROM HIGH ISLAND.
 AW1389'ABOUT 0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW1389'AT HIGH ISLAND, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD
 AW1389'WALL OF A CONCRETE BOX CULVERT, ABOUT 0.2 MILE SOUTHEAST OF A GROUP OF
 AW1389'4 OAK TREES, 17 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW1389'AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 AW1389
 AW1389                          STATION RECOVERY (1977)
 AW1389
 AW1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1389'RECOVERED IN GOOD CONDITION.
 AW1389
 AW1389                          STATION RECOVERY (1978)
 AW1389
 AW1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1389'RECOVERED IN GOOD CONDITION.
 AW1389
 AW1389                          STATION RECOVERY (1990)
 AW1389
 AW1389'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW1389'RECOVERED IN GOOD CONDITION.
 AW1389
 AW1389                          STATION RECOVERY (1994)
 AW1389
 AW1389'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1389'RECOVERED IN GOOD CONDITION.
 AW1389
 AW1389                          STATION RECOVERY (1995)
 AW1389
 AW1389'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1389'RECOVERED IN GOOD CONDITION.
 AW1389
 AW1389                          STATION RECOVERY (2002)
 AW1389
 AW1389'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1389'RECOVERED IN GOOD CONDITION.
 AW1389
 AW1389                          STATION RECOVERY (2003)
 AW1389
 AW1389'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1389'RECOVERED IN GOOD CONDITION.
 AW1389
 AW1389                          STATION RECOVERY (2005)
 AW1389
 AW1389'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2858 ***********************************************************************
 AW2858  DESIGNATION -  G 173
 AW2858  PID         -  AW2858
 AW2858  STATE/COUNTY-  TX/HARRIS
 AW2858  USGS QUAD   -  MONT BELVIEU (1994)
 AW2858
 AW2858                         *CURRENT SURVEY CONTROL
 AW2858  ___________________________________________________________________
 AW2858* NAD 83(1986)-  29 45 24.     (N)    094 56 30.     (W)     SCALED    
 AW2858* NAVD 88     -         8.32   (+/-2cm)      27.3    (feet)  VERTCON   
 AW2858  ___________________________________________________________________
 AW2858  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW2858
 AW2858  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2858
 AW2858.The horizontal coordinates were scaled from a topographic map and have
 AW2858.an estimated accuracy of +/- 6 seconds.
 AW2858
 AW2858.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2858.The vertical order pertains to the NGVD 29 superseded value.
 AW2858
 AW2858.The geoid height was determined by GEOID03.
 AW2858
 AW2858;                    North         East    Units  Estimated Accuracy
 AW2858;SPC TXSC     - 4,219,970.      992,400.      MT  (+/- 180 meters Scaled)
 AW2858
 AW2858                          SUPERSEDED SURVEY CONTROL
 AW2858
 AW2858  NGVD 29 (??/??/92)    8.315  (m)           27.28   (f) ADJ UNCH    1 2
 AW2858
 AW2858.Superseded values are not recommended for survey control.
 AW2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2858.See file dsdata.txt to determine how the superseded data were derived.
 AW2858
 AW2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN122934(NAD 83)
 AW2858_MARKER: DB = BENCH MARK DISK
 AW2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2858_STAMPING: G 173 1936 29.718
 AW2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2858+STABILITY: SURFACE MOTION
 AW2858
 AW2858  HISTORY     - Date     Condition        Report By
 AW2858  HISTORY     - 1936     MONUMENTED       CGS
 AW2858  HISTORY     - 1953     GOOD             NGS
 AW2858  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2858  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2858  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2858  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2858  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 AW2858
 AW2858                          STATION DESCRIPTION
 AW2858
 AW2858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW2858'2.9 MI NE FROM BAYTOWN.
 AW2858'1 BLOCK SOUTH ALONG SOUTH GAILLARD STREET FROM THE POST OFFICE AT
 AW2858'BAYTOWN, THENCE 0.75 MILE EAST ALONG EAST TEXAS AVENUE, THENCE 2.15
 AW2858'MILES NORTHEAST ALONG STATE HIGHWAY 146, ON THE OUTSIDE OF A CURVE IN
 AW2858'THE HIGHWAY, 69 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 58
 AW2858'FEET NORTHEAST OF THE CENTER LINE OF MCKINNEY ROAD, 32.8 FEET
 AW2858'NORTHEAST OF A POWER POLE, 2.8 FEET SOUTHWEST OF A WITNESS POST, SET
 AW2858'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AW2858
 AW2858                          STATION RECOVERY (1973)
 AW2858
 AW2858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2858'MARK NOT FOUND.
 AW2858
 AW2858                          STATION RECOVERY (1989)
 AW2858
 AW2858'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW2858'MARK NOT FOUND.
 AW2858
 AW2858                          STATION RECOVERY (1989)
 AW2858
 AW2858'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW2858'MARK NOT FOUND.
 AW2858
 AW2858                          STATION RECOVERY (1989)
 AW2858
 AW2858'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW2858'MARK NOT FOUND.
 AW2858
 AW2858                          STATION RECOVERY (1997)
 AW2858
 AW2858'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1233 ***********************************************************************
 AN1233  DESIGNATION -  G 175
 AN1233  PID         -  AN1233
 AN1233  STATE/COUNTY-  TX/REFUGIO
 AN1233  USGS QUAD   -  REFUGIO (1979)
 AN1233
 AN1233                         *CURRENT SURVEY CONTROL
 AN1233  ___________________________________________________________________
 AN1233* NAD 83(1986)-  28 17 10.     (N)    097 18 09.     (W)     SCALED    
 AN1233* NAVD 88     -        13.64   (+/-2cm)      44.8    (feet)  VERTCON   
 AN1233  ___________________________________________________________________
 AN1233  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1233
 AN1233  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1233
 AN1233.The horizontal coordinates were scaled from a topographic map and have
 AN1233.an estimated accuracy of +/- 6 seconds.
 AN1233
 AN1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1233.The vertical order pertains to the NGVD 29 superseded value.
 AN1233
 AN1233.The geoid height was determined by GEOID03.
 AN1233
 AN1233;                    North         East    Units  Estimated Accuracy
 AN1233;SPC TXSC     - 4,051,390.      766,530.      MT  (+/- 180 meters Scaled)
 AN1233
 AN1233                          SUPERSEDED SURVEY CONTROL
 AN1233
 AN1233  NGVD 29 (??/??/92)   13.79   (m)           45.2    (f) COMPUTED    1 2
 AN1233
 AN1233.Superseded values are not recommended for survey control.
 AN1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1233.See file dsdata.txt to determine how the superseded data were derived.
 AN1233
 AN1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS664300(NAD 83)
 AN1233_MARKER: DB = BENCH MARK DISK
 AN1233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1233_SP_SET: CULVERT
 AN1233_STAMPING: G 175 1950
 AN1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1233
 AN1233  HISTORY     - Date     Condition        Report By
 AN1233  HISTORY     - 1950     MONUMENTED       CGS
 AN1233  HISTORY     - 1978     GOOD             NGS
 AN1233  HISTORY     - 19940716 GOOD             USPSQD
 AN1233  HISTORY     - 19990724 GOOD             USPSQD
 AN1233
 AN1233                          STATION DESCRIPTION
 AN1233
 AN1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN1233'2.3 MI SW FROM REFUGIO.
 AN1233'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1233'REFUGIO, THENCE 0.5 MILE NORTHWEST ALONG AN OILED ROAD, 22 FEET NORTH
 AN1233'OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT ABOVE THE LEVEL OF THE
 AN1233'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 AN1233'CONCRETE CULVERT.
 AN1233
 AN1233                          STATION RECOVERY (1978)
 AN1233
 AN1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1233'RECOVERED IN GOOD CONDITION.
 AN1233
 AN1233                          STATION RECOVERY (1994)
 AN1233
 AN1233'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1233'RECOVERED IN GOOD CONDITION.
 AN1233
 AN1233                          STATION RECOVERY (1999)
 AN1233
 AN1233'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0732 ***********************************************************************
 AH0732  DESIGNATION -  G 176
 AH0732  PID         -  AH0732
 AH0732  STATE/COUNTY-  TX/NUECES
 AH0732  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0732
 AH0732                         *CURRENT SURVEY CONTROL
 AH0732  ___________________________________________________________________
 AH0732* NAD 83(1986)-  27 41 58.     (N)    097 43 59.     (W)     SCALED    
 AH0732* NAVD 88     -        19.504  (meters)      63.99   (feet)  ADJUSTED  
 AH0732  ___________________________________________________________________
 AH0732  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH0732  DYNAMIC HT  -          19.474 (meters)      63.89  (feet)  COMP
 AH0732  MODELED GRAV-     979,111.0   (mgal)                       NAVD 88
 AH0732
 AH0732  VERT ORDER  -  FIRST     CLASS II
 AH0732
 AH0732.The horizontal coordinates were scaled from a topographic map and have
 AH0732.an estimated accuracy of +/- 6 seconds.
 AH0732
 AH0732.The orthometric height was determined by differential leveling
 AH0732.and adjusted by the National Geodetic Survey in June 1991..
 AH0732.WARNING-Repeat measurements at this control monument indicate possible
 AH0732.vertical movement.
 AH0732
 AH0732.The geoid height was determined by GEOID03.
 AH0732
 AH0732.The dynamic height is computed by dividing the NAVD 88
 AH0732.geopotential number by the normal gravity value computed on the
 AH0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0732.degrees latitude (g = 980.6199 gals.).
 AH0732
 AH0732.The modeled gravity was interpolated from observed gravity values.
 AH0732
 AH0732;                    North         East    Units  Estimated Accuracy
 AH0732;SPC TX S     - 5,225,450.      375,640.      MT  (+/- 180 meters Scaled)
 AH0732
 AH0732                          SUPERSEDED SURVEY CONTROL
 AH0732
 AH0732  NGVD 29 (??/??/92)   19.606  (m)           64.32   (f) ADJ UNCH    1 2
 AH0732
 AH0732.Superseded values are not recommended for survey control.
 AH0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0732.See file dsdata.txt to determine how the superseded data were derived.
 AH0732
 AH0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR249645(NAD 83)
 AH0732_MARKER: DB = BENCH MARK DISK
 AH0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0732_SP_SET: CULVERT
 AH0732_STAMPING: G 176 1950
 AH0732_MARK LOGO: CGS   
 AH0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0732
 AH0732  HISTORY     - Date     Condition        Report By
 AH0732  HISTORY     - 1950     MONUMENTED       CGS
 AH0732  HISTORY     - 1981     GOOD             NGS
 AH0732
 AH0732                          STATION DESCRIPTION
 AH0732
 AH0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0732'2.25 MI NE FROM DRISCOLL.
 AH0732'2.25 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0732'RAILROAD FROM THE STATION AT DRISCOLL, 63 FEET SOUTHEAST OF THE
 AH0732'SOUTHEAST RAIL, 61 FEET SOUTHEAST OF THE EAST CORNER OF BRIDGE 134-0,
 AH0732'24 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 77, SET IN THE
 AH0732'TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 AH0732'CULVERT UNDER THE HIGHWAY.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0732
 AH0732                          STATION RECOVERY (1981)
 AH0732
 AH0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0732'RECOVERED THIS DATE.  NOTE-3.5 KM (2.2 MI) NORTHEAST
 AH0732'ALONG U.S. HIGHWAY 77 NORTHBOUND FROM THE JUNCTION OF FARM ROAD 665 IN
 AH0732'DRISCOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0950 ***********************************************************************
 AH0950  DESIGNATION -  G 177
 AH0950  PID         -  AH0950
 AH0950  STATE/COUNTY-  TX/NUECES
 AH0950  USGS QUAD   -  BANQUETE (1979)
 AH0950
 AH0950                         *CURRENT SURVEY CONTROL
 AH0950  ___________________________________________________________________
 AH0950* NAD 83(1986)-  27 48 01.     (N)    097 45 03.     (W)     SCALED    
 AH0950* NAVD 88     -        24.784  (meters)      81.31   (feet)  ADJUSTED  
 AH0950  ___________________________________________________________________
 AH0950  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH0950  DYNAMIC HT  -          24.746 (meters)      81.19  (feet)  COMP
 AH0950  MODELED GRAV-     979,115.5   (mgal)                       NAVD 88
 AH0950
 AH0950  VERT ORDER  -  FIRST     CLASS II
 AH0950
 AH0950.The horizontal coordinates were scaled from a topographic map and have
 AH0950.an estimated accuracy of +/- 6 seconds.
 AH0950
 AH0950.The orthometric height was determined by differential leveling
 AH0950.and adjusted by the National Geodetic Survey in June 1991..
 AH0950
 AH0950.The geoid height was determined by GEOID03.
 AH0950
 AH0950.The dynamic height is computed by dividing the NAVD 88
 AH0950.geopotential number by the normal gravity value computed on the
 AH0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0950.degrees latitude (g = 980.6199 gals.).
 AH0950
 AH0950.The modeled gravity was interpolated from observed gravity values.
 AH0950
 AH0950;                    North         East    Units  Estimated Accuracy
 AH0950;SPC TX S     - 5,236,610.      373,820.      MT  (+/- 180 meters Scaled)
 AH0950
 AH0950                          SUPERSEDED SURVEY CONTROL
 AH0950
 AH0950  NGVD 29 (??/??/92)   24.914  (m)           81.74   (f) ADJ UNCH    1 2
 AH0950
 AH0950.Superseded values are not recommended for survey control.
 AH0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0950.See file dsdata.txt to determine how the superseded data were derived.
 AH0950
 AH0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR230757(NAD 83)
 AH0950_MARKER: DB = BENCH MARK DISK
 AH0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0950_STAMPING: G 177 1950
 AH0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0950+STABILITY: SURFACE MOTION
 AH0950
 AH0950  HISTORY     - Date     Condition        Report By
 AH0950  HISTORY     - 1950     MONUMENTED       CGS
 AH0950  HISTORY     - 1951     GOOD             NGS
 AH0950  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0950  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AH0950
 AH0950                          STATION DESCRIPTION
 AH0950
 AH0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0950'3.1 MI E FROM BANQUETE.
 AH0950'3.1 MILES EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE FREIGHT
 AH0950'STATION AT BANQUETE, 285 FEET WEST OF THE CENTER LINE OF A ROAD
 AH0950'LEADING SOUTH, 45.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1
 AH0950'FOOT NORTH OF A FENCE, 7 FEET SOUTHEAST OF A TELEGRAPH POLE, 2.3 FEET
 AH0950'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AH0950'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AH0950
 AH0950                          STATION RECOVERY (2001)
 AH0950
 AH0950'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 AH0950'MARK NOT FOUND.
 AH0950
 AH0950                          STATION RECOVERY (2004)
 AH0950
 AH0950'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0478 ***********************************************************************
 AB0478  DESIGNATION -  G 178
 AB0478  PID         -  AB0478
 AB0478  STATE/COUNTY-  TX/CAMERON
 AB0478  USGS QUAD   -  OLMITO (1983)
 AB0478
 AB0478                         *CURRENT SURVEY CONTROL
 AB0478  ___________________________________________________________________
 AB0478* NAD 83(1986)-  26 01 40.     (N)    097 31 51.     (W)     SCALED    
 AB0478* NAVD 88     -         9.872  (meters)      32.39   (feet)  ADJUSTED  
 AB0478  ___________________________________________________________________
 AB0478  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 AB0478  DYNAMIC HT  -           9.856 (meters)      32.34  (feet)  COMP
 AB0478  MODELED GRAV-     979,033.2   (mgal)                       NAVD 88
 AB0478
 AB0478  VERT ORDER  -  FIRST     CLASS II
 AB0478
 AB0478.The horizontal coordinates were scaled from a topographic map and have
 AB0478.an estimated accuracy of +/- 6 seconds.
 AB0478
 AB0478.The orthometric height was determined by differential leveling
 AB0478.and adjusted by the National Geodetic Survey in June 1991..
 AB0478
 AB0478.The geoid height was determined by GEOID03.
 AB0478
 AB0478.The dynamic height is computed by dividing the NAVD 88
 AB0478.geopotential number by the normal gravity value computed on the
 AB0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0478.degrees latitude (g = 980.6199 gals.).
 AB0478
 AB0478.The modeled gravity was interpolated from observed gravity values.
 AB0478
 AB0478;                    North         East    Units  Estimated Accuracy
 AB0478;SPC TX S     - 5,040,380.      397,010.      MT  (+/- 180 meters Scaled)
 AB0478
 AB0478                          SUPERSEDED SURVEY CONTROL
 AB0478
 AB0478  NGVD 29 (??/??/92)    9.948  (m)           32.64   (f) ADJ UNCH    1 2
 AB0478
 AB0478.Superseded values are not recommended for survey control.
 AB0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0478.See file dsdata.txt to determine how the superseded data were derived.
 AB0478
 AB0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP470795(NAD 83)
 AB0478_MARKER: DB = BENCH MARK DISK
 AB0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0478_SP_SET: BRIDGE
 AB0478_STAMPING: G 178 1951
 AB0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0478
 AB0478  HISTORY     - Date     Condition        Report By
 AB0478  HISTORY     - 1951     MONUMENTED       CGS
 AB0478  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0478  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0478  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0478  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0478  HISTORY     - 19910321 MARK NOT FOUND   USPSQD
 AB0478  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0478
 AB0478                          STATION DESCRIPTION
 AB0478
 AB0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0478'0.6 MI N FROM OLMITO.
 AB0478'0.6 MILE NORTH ALONG FARM ROAD 803 FROM ITS JUNCTION WITH U.S.
 AB0478'HIGHWAYS 77 AND 83 AT OLMITO, AT THE JUNCTION OF FARM ROADS 511 AND
 AB0478'803.  49 FEET EAST OF THE CENTER LINE OF FARM ROAD 803, 21 FEET
 AB0478'SOUTHWEST OF THE CENTER LINE OF FARM ROAD 511, SET IN THE TOP OF THE
 AB0478'SOUTHWEST WINGWALL OF A CONCRETE BRIDGE OVER AN IRRIGATION DITCH.
 AB0478
 AB0478                          STATION RECOVERY (1981)
 AB0478
 AB0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0478'NOT RECOVERED, BRIDGE HAS BEEN REBUILT.
 AB0478
 AB0478                          STATION RECOVERY (1987)
 AB0478
 AB0478'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0478'MARK NOT FOUND.
 AB0478
 AB0478                          STATION RECOVERY (1988)
 AB0478
 AB0478'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AB0478'MARK NOT FOUND.
 AB0478
 AB0478                          STATION RECOVERY (1988)
 AB0478
 AB0478'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0478'MARK NOT FOUND.
 AB0478
 AB0478                          STATION RECOVERY (1991)
 AB0478
 AB0478'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0478'MARK NOT FOUND.
 AB0478
 AB0478                          STATION RECOVERY (1993)
 AB0478
 AB0478'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0615 ***********************************************************************
 CD0615  DESIGNATION -  G 18
 CD0615  PID         -  CD0615
 CD0615  STATE/COUNTY-  TX/HUDSPETH
 CD0615  USGS QUAD   -  SMALL (1972)
 CD0615
 CD0615                         *CURRENT SURVEY CONTROL
 CD0615  ___________________________________________________________________
 CD0615* NAD 83(1986)-  31 15 57.     (N)    105 33 45.     (W)     SCALED    
 CD0615* NAVD 88     -      1235.973  (meters)    4055.02   (feet)  POSTED    
 CD0615  ___________________________________________________________________
 CD0615  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 CD0615  DYNAMIC HT  -        1234.020 (meters)    4048.61  (feet)  COMP
 CD0615  MODELED GRAV-     979,020.1   (mgal)                       NAVD 88
 CD0615
 CD0615  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CD0615
 CD0615.The horizontal coordinates were scaled from a topographic map and have
 CD0615.an estimated accuracy of +/- 6 seconds.
 CD0615
 CD0615.The orthometric height was determined by differential leveling
 CD0615.and adjusted by the National Geodetic Survey in 1992..
 CD0615.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CD0615.rate of 4.1 thru 8.0 mm/km.
 CD0615
 CD0615.The geoid height was determined by GEOID03.
 CD0615
 CD0615.The dynamic height is computed by dividing the NAVD 88
 CD0615.geopotential number by the normal gravity value computed on the
 CD0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0615.degrees latitude (g = 980.6199 gals.).
 CD0615
 CD0615.The modeled gravity was interpolated from observed gravity values.
 CD0615
 CD0615;                    North         East    Units  Estimated Accuracy
 CD0615;SPC TX C     - 3,188,980.      202,220.      MT  (+/- 180 meters Scaled)
 CD0615
 CD0615                          SUPERSEDED SURVEY CONTROL
 CD0615
 CD0615.No superseded survey control is available for this station.
 CD0615
 CD0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ464592(NAD 83)
 CD0615_MARKER: P = PIPE CAP
 CD0615_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0615_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0615_STAMPING: G 18 ELEV 4053.171 FT
 CD0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0615
 CD0615  HISTORY     - Date     Condition        Report By
 CD0615  HISTORY     - UNK      MONUMENTED       CGS
 CD0615  HISTORY     - 1956     MARK NOT FOUND   NGS
 CD0615
 CD0615                          STATION DESCRIPTION
 CD0615
 CD0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0615'1.1 MI W FROM SMALL.
 CD0615'1.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE WATER
 CD0615'TANK AT SMALL, HUDSPETH COUNTY, 5 1/2 POLES EAST OF A SMALL-ONE MILE
 CD0615'SIGN, 45 FEET SOUTH OF THE CENTER LINE OF THE TRACK AND 4 FEET NORTH
 CD0615'OF THE FENCE.  A STANDARD CAP AND SCREWED ON THE TOP OF A 3 1/2 INCH
 CD0615'IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0348 ***********************************************************************
 BM0348  DESIGNATION -  G 18 USGS
 BM0348  PID         -  BM0348
 BM0348  STATE/COUNTY-  TX/WILLIAMSON
 BM0348  USGS QUAD   -  GRANGER (1988)
 BM0348
 BM0348                         *CURRENT SURVEY CONTROL
 BM0348  ___________________________________________________________________
 BM0348* NAD 83(1986)-  30 43 03.     (N)    097 26 30.     (W)     SCALED    
 BM0348* NAVD 88     -       174.968  (meters)     574.04   (feet)  ADJUSTED  
 BM0348  ___________________________________________________________________
 BM0348  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BM0348  DYNAMIC HT  -         174.734 (meters)     573.27  (feet)  COMP
 BM0348  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 BM0348
 BM0348  VERT ORDER  -  FIRST     CLASS II
 BM0348
 BM0348.The horizontal coordinates were scaled from a topographic map and have
 BM0348.an estimated accuracy of +/- 6 seconds.
 BM0348
 BM0348.The orthometric height was determined by differential leveling
 BM0348.and adjusted by the National Geodetic Survey in June 1991..
 BM0348
 BM0348.The geoid height was determined by GEOID03.
 BM0348
 BM0348.The dynamic height is computed by dividing the NAVD 88
 BM0348.geopotential number by the normal gravity value computed on the
 BM0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0348.degrees latitude (g = 980.6199 gals.).
 BM0348
 BM0348.The modeled gravity was interpolated from observed gravity values.
 BM0348
 BM0348;                    North         East    Units  Estimated Accuracy
 BM0348;SPC TX C     - 3,120,090.      976,920.      MT  (+/- 180 meters Scaled)
 BM0348
 BM0348                          SUPERSEDED SURVEY CONTROL
 BM0348
 BM0348  NGVD 29 (??/??/92)  174.850  (m)          573.65   (f) ADJ UNCH    1 2
 BM0348
 BM0348.Superseded values are not recommended for survey control.
 BM0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0348.See file dsdata.txt to determine how the superseded data were derived.
 BM0348
 BM0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU492993(NAD 83)
 BM0348_MARKER: DD = SURVEY DISK
 BM0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0348_STAMPING: G 18 1924 573.883
 BM0348_MARK LOGO: USGS  
 BM0348_PROJECTION: RECESSED 4 CENTIMETERS
 BM0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0348+STABILITY: SURFACE MOTION
 BM0348
 BM0348  HISTORY     - Date     Condition        Report By
 BM0348  HISTORY     - 1924     MONUMENTED       USGS
 BM0348  HISTORY     - 1954     GOOD             NGS
 BM0348  HISTORY     - 1980     GOOD             NGS
 BM0348  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 BM0348
 BM0348                          STATION DESCRIPTION
 BM0348
 BM0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0348'IN GRANGER.
 BM0348'AT GRANGER, 18.6 FEET EAST OF THE CENTER OF THE SOUTHEAST MAIN
 BM0348'ENTRANCE TO THE FIRST STATE BANK, 28 FEET WEST OF THE CENTER LINE OF
 BM0348'AN OILED STREET, 3.7 FEET EAST OF THE EAST EDGE OF A CONCRETE
 BM0348'SIDEWALK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 BM0348'GROUND.
 BM0348
 BM0348                          STATION RECOVERY (1980)
 BM0348
 BM0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0348'IN GRANGER, AT THE FIRST STATE BANK AT THE INTERSECTION OF GRANGER AND
 BM0348'DAVILLA STREETS, 19.2 METERS (63.0 FT) NORTH OF THE CENTERLINE OF
 BM0348'DAVILLA STREET, 8.5 METERS (28.0 FT) WEST OF THE CENTERLINE OF GRANGER
 BM0348'STREET, 1.6 METERS (5.3 FT) WEST OF THE EXTENDED WEST CURB LINE OF
 BM0348'GRANGER STREET, 5.2 METERS (17.0 FT) NORTHEAST OF THE SOUTHEAST END OF
 BM0348'THE BRICK STEPS LEADING TO THE BANK, 14.9 METERS (48.8 FT)
 BM0348'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE BANK, UNDER A 20-CM
 BM0348'METAL COVER IN THE SIDEWALK.
 BM0348'THE MARK IS 0.02 M BELOW THE SIDEWALK.
 BM0348
 BM0348                          STATION RECOVERY (1983)
 BM0348
 BM0348'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0152 ***********************************************************************
 CE0152  DESIGNATION -  G 180
 CE0152  PID         -  CE0152
 CE0152  STATE/COUNTY-  TX/EL PASO
 CE0152  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0152
 CE0152                         *CURRENT SURVEY CONTROL
 CE0152  ___________________________________________________________________
 CE0152* NAD 83(1986)-  31 48 44.     (N)    106 13 22.     (W)     SCALED    
 CE0152* NAVD 88     -      1227.238  (meters)    4026.36   (feet)  POSTED    
 CE0152  ___________________________________________________________________
 CE0152  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CE0152  DYNAMIC HT  -        1225.370 (meters)    4020.23  (feet)  COMP
 CE0152  MODELED GRAV-     979,071.9   (mgal)                       NAVD 88
 CE0152
 CE0152  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CE0152
 CE0152.The horizontal coordinates were scaled from a topographic map and have
 CE0152.an estimated accuracy of +/- 6 seconds.
 CE0152
 CE0152.The orthometric height was determined by differential leveling
 CE0152.and adjusted by the National Geodetic Survey in 1992..
 CE0152.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CE0152.rate of 2.1 thru 3.0 mm/km.
 CE0152
 CE0152.The geoid height was determined by GEOID03.
 CE0152
 CE0152.The dynamic height is computed by dividing the NAVD 88
 CE0152.geopotential number by the normal gravity value computed on the
 CE0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0152.degrees latitude (g = 980.6199 gals.).
 CE0152
 CE0152.The modeled gravity was interpolated from observed gravity values.
 CE0152
 CE0152;                    North         East    Units  Estimated Accuracy
 CE0152;SPC TX C     - 3,252,610.      142,630.      MT  (+/- 180 meters Scaled)
 CE0152
 CE0152                          SUPERSEDED SURVEY CONTROL
 CE0152
 CE0152  NGVD 29 (??/??/92) 1226.61   (m)         4024.3    (f) COMPUTED    1 2
 CE0152
 CE0152.Superseded values are not recommended for survey control.
 CE0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0152.See file dsdata.txt to determine how the superseded data were derived.
 CE0152
 CE0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR842202(NAD 83)
 CE0152_MARKER: DB = BENCH MARK DISK
 CE0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0152_STAMPING: G 180 1933
 CE0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0152+STABILITY: SURFACE MOTION
 CE0152
 CE0152  HISTORY     - Date     Condition        Report By
 CE0152  HISTORY     - 1933     MONUMENTED       CGS
 CE0152  HISTORY     - 1958     MARK NOT FOUND   NGS
 CE0152
 CE0152                          STATION DESCRIPTION
 CE0152
 CE0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0152'16.7 MI E FROM EL PASO.
 CE0152'16.7 MILES EAST OF CITY HALL 11.8 MILES EAST OF THE JUNCTION OF LOOP
 CE0152'16 0.6 MILE WEST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST TO
 CE0152'YSLETA, ABOUT 1000 FEET WEST OF A CATTLEGUARD, 100 FEET EAST OF A
 CE0152'GRAVEL TURN-OUT ON THE NORTH SIDE OF THE HIGHWAY, AND 36 FEET SOUTH OF
 CE0152'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 180 1933
 CE0152'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0390 ***********************************************************************
 CD0390  DESIGNATION -  G 181
 CD0390  PID         -  CD0390
 CD0390  STATE/COUNTY-  TX/HUDSPETH
 CD0390  USGS QUAD   -  CORNUDAS (1984)
 CD0390
 CD0390                         *CURRENT SURVEY CONTROL
 CD0390  ___________________________________________________________________
 CD0390* NAD 83(1986)-  31 46 56.     (N)    105 29 26.     (W)     SCALED    
 CD0390* NAVD 88     -      1319.585  (meters)    4329.34   (feet)  ADJUSTED  
 CD0390  ___________________________________________________________________
 CD0390  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0390  DYNAMIC HT  -        1317.572 (meters)    4322.73  (feet)  COMP
 CD0390  MODELED GRAV-     979,067.9   (mgal)                       NAVD 88
 CD0390
 CD0390  VERT ORDER  -  FIRST     CLASS II
 CD0390
 CD0390.The horizontal coordinates were scaled from a topographic map and have
 CD0390.an estimated accuracy of +/- 6 seconds.
 CD0390
 CD0390.The orthometric height was determined by differential leveling
 CD0390.and adjusted by the National Geodetic Survey in June 1991..
 CD0390
 CD0390.The geoid height was determined by GEOID03.
 CD0390
 CD0390.The dynamic height is computed by dividing the NAVD 88
 CD0390.geopotential number by the normal gravity value computed on the
 CD0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0390.degrees latitude (g = 980.6199 gals.).
 CD0390
 CD0390.The modeled gravity was interpolated from observed gravity values.
 CD0390
 CD0390;                    North         East    Units  Estimated Accuracy
 CD0390;SPC TX C     - 3,245,850.      211,720.      MT  (+/- 180 meters Scaled)
 CD0390
 CD0390                          SUPERSEDED SURVEY CONTROL
 CD0390
 CD0390  NGVD 29 (??/??/92) 1319.004  (m)         4327.43   (f) ADJ UNCH    1 2
 CD0390
 CD0390.Superseded values are not recommended for survey control.
 CD0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0390.See file dsdata.txt to determine how the superseded data were derived.
 CD0390
 CD0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR535164(NAD 83)
 CD0390_MARKER: DB = BENCH MARK DISK
 CD0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0390_STAMPING: G 181 1933
 CD0390_PROJECTION: PROJECTING 35 CENTIMETERS
 CD0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0390+STABILITY: SURFACE MOTION
 CD0390
 CD0390  HISTORY     - Date     Condition        Report By
 CD0390  HISTORY     - 1933     MONUMENTED       CGS
 CD0390  HISTORY     - 1943     GOOD             NGS
 CD0390  HISTORY     - 1981     GOOD             NGS
 CD0390
 CD0390                          STATION DESCRIPTION
 CD0390
 CD0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CD0390'62.1 MI E FROM EL PASO.
 CD0390'IN HUDSPETH COUNTY, 62.1 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0390'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 1.2 MILES WEST OF THE
 CD0390'CORNUDAS SERVICE STATION, 0.6 MILE WEST OF A CATTLEGUARD, AND 55 FEET
 CD0390'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G
 CD0390'181 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES
 CD0390'ABOVE GROUND.
 CD0390
 CD0390                          STATION RECOVERY (1981)
 CD0390
 CD0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0390'92.8 KM (57.65 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0390'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0390'0.7 KM (0.45 MI) WEST OF RANCH ROAD 2317, AND 18.2 METERS (59.6 FT)
 CD0390'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 CD0390'THE MARK IS 2.4 METERS  S FROM  A WITNESS POST AND FENCE
 CD0390'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0298 ***********************************************************************
 CD0298  DESIGNATION -  G 182
 CD0298  PID         -  CD0298
 CD0298  STATE/COUNTY-  TX/CULBERSON
 CD0298  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0298
 CD0298                         *CURRENT SURVEY CONTROL
 CD0298  ___________________________________________________________________
 CD0298* NAD 83(1986)-  31 46 48.     (N)    104 51 14.     (W)     SCALED    
 CD0298* NAVD 88     -      1239.229  (meters)    4065.70   (feet)  ADJUSTED  
 CD0298  ___________________________________________________________________
 CD0298  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CD0298  DYNAMIC HT  -        1237.350 (meters)    4059.54  (feet)  COMP
 CD0298  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 CD0298
 CD0298  VERT ORDER  -  FIRST     CLASS I
 CD0298
 CD0298.The horizontal coordinates were scaled from a topographic map and have
 CD0298.an estimated accuracy of +/- 6 seconds.
 CD0298
 CD0298.The orthometric height was determined by differential leveling
 CD0298.and adjusted by the National Geodetic Survey in June 1991..
 CD0298
 CD0298.The geoid height was determined by GEOID03.
 CD0298
 CD0298.The dynamic height is computed by dividing the NAVD 88
 CD0298.geopotential number by the normal gravity value computed on the
 CD0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0298.degrees latitude (g = 980.6199 gals.).
 CD0298
 CD0298.The modeled gravity was interpolated from observed gravity values.
 CD0298
 CD0298;                    North         East    Units  Estimated Accuracy
 CD0298;SPC TX C     - 3,242,980.      271,950.      MT  (+/- 180 meters Scaled)
 CD0298
 CD0298                          SUPERSEDED SURVEY CONTROL
 CD0298
 CD0298  NGVD 29 (??/??/92) 1238.674  (m)         4063.88   (f) ADJ UNCH    1 1
 CD0298
 CD0298.Superseded values are not recommended for survey control.
 CD0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0298.See file dsdata.txt to determine how the superseded data were derived.
 CD0298
 CD0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER138160(NAD 83)
 CD0298_MARKER: DB = BENCH MARK DISK
 CD0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0298_SP_SET: ABUTMENT
 CD0298_STAMPING: G 182 1933
 CD0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0298
 CD0298  HISTORY     - Date     Condition        Report By
 CD0298  HISTORY     - 1933     MONUMENTED       CGS
 CD0298  HISTORY     - 1973     GOOD             USGS
 CD0298  HISTORY     - 1977     GOOD             NGS
 CD0298
 CD0298                          STATION DESCRIPTION
 CD0298
 CD0298'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0298'95.7 MI E FROM EL PASO.
 CD0298'ABOUT 94.4 MI EAST ALONG U.S. HWY 62 AND 180 FROM THE JCT. OF LOOP 16
 CD0298'AT EL PASO, THENCE 1.3 MI SOUTH ALONG STATE HWY 54.  108 YARDS NORTH
 CD0298'OF THE CENTER OF THE INTERSECTION OF THE OLD HWY AND STATE HWY 54, IN
 CD0298'THE TOP OF THE EAST CONCRETE WING WALL OF THE SOUTH ABUTMENT OF A
 CD0298'BRIDGE, 42 1/2 FT NE AND ACROSS THE HWY FROM JCT. 1943 AZIMUTH, 14
 CD0298'FEET EAST OF THE CENTERLINE OF THE HWY, AND ABOUT LEVEL WITH THE HWY.
 CD0298
 CD0298                          STATION RECOVERY (1977)
 CD0298
 CD0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0298'9.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0298'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.3 MILES
 CD0298'SOUTH ALONG STATE HIGHWAY 54, SET IN TOP OF THE EAST CONCRETE
 CD0298'WING WALL OF THE SOUTHEAST ABUTMENT OF A BRIDGE, 14 FT. NORTHEAST
 CD0298'OF THE CENTER LINE OF THE HIGHWAY, 43 FT. NORTH AND ACROSS THE
 CD0298'HIGHWAY FROM BENCH MARK JUNCTION AZIMUTH 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1815 ***********************************************************************
 CS1815  DESIGNATION -  G 183
 CS1815  PID         -  CS1815
 CS1815  STATE/COUNTY-  TX/TARRANT
 CS1815  USGS QUAD   -  KENNEDALE (1981)
 CS1815
 CS1815                         *CURRENT SURVEY CONTROL
 CS1815  ___________________________________________________________________
 CS1815* NAD 83(1986)-  32 42 23.     (N)    097 08 44.     (W)     SCALED    
 CS1815* NAVD 88     -       181.470  (meters)     595.37   (feet)  ADJUSTED  
 CS1815  ___________________________________________________________________
 CS1815  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CS1815  DYNAMIC HT  -         181.259 (meters)     594.68  (feet)  COMP
 CS1815  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 CS1815
 CS1815  VERT ORDER  -  FIRST     CLASS II
 CS1815
 CS1815.The horizontal coordinates were scaled from a topographic map and have
 CS1815.an estimated accuracy of +/- 6 seconds.
 CS1815
 CS1815.The orthometric height was determined by differential leveling
 CS1815.and adjusted by the National Geodetic Survey in June 1991..
 CS1815
 CS1815.The geoid height was determined by GEOID03.
 CS1815
 CS1815.The dynamic height is computed by dividing the NAVD 88
 CS1815.geopotential number by the normal gravity value computed on the
 CS1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1815.degrees latitude (g = 980.6199 gals.).
 CS1815
 CS1815.The modeled gravity was interpolated from observed gravity values.
 CS1815
 CS1815;                    North         East    Units  Estimated Accuracy
 CS1815;SPC TXNC     - 2,116,110.      726,980.      MT  (+/- 180 meters Scaled)
 CS1815
 CS1815                          SUPERSEDED SURVEY CONTROL
 CS1815
 CS1815  NGVD 29 (??/??/92)  181.465  (m)          595.36   (f) ADJ UNCH    1 2
 CS1815
 CS1815.Superseded values are not recommended for survey control.
 CS1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1815.See file dsdata.txt to determine how the superseded data were derived.
 CS1815
 CS1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB738202(NAD 83)
 CS1815_MARKER: DB = BENCH MARK DISK
 CS1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1815_STAMPING: G 183 1952
 CS1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1815+STABILITY: SURFACE MOTION
 CS1815
 CS1815  HISTORY     - Date     Condition        Report By
 CS1815  HISTORY     - 1952     MONUMENTED       CGS
 CS1815  HISTORY     - 1963     GOOD             NGS
 CS1815  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 CS1815  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1815  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1815
 CS1815                          STATION DESCRIPTION
 CS1815
 CS1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1815'4.4 MI SW FROM ARLINGTON.
 CS1815'AT LUCAS AIRPORT, TARRANT COUNTY, 60 FEET NORTH OF THE NORTHWEST
 CS1815'CORNER OF THE EAST HANGAR, 39 FEET SOUTH OF THE CENTER LINE OF THE
 CS1815'EAST-AND-WEST OILED ROAD, 59 FEET EAST OF A POWER TRANSMISSION LINE
 CS1815'POLE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT SOUTH OF
 CS1815'A FENCE.  A STANDARD DISK, STAMPED G 183 1952 AND SET IN THE TOP OF A
 CS1815'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.  NOTE-- THE FENCE AND
 CS1815'WITNESS POST ARE GONE.  THIS BENCH MARK MAY BE REACHED FROM THE
 CS1815'ARLINGTON STATE BANK BY GOING WEST ON ABRAM STREET 1.6 MILES TO
 CS1815'FIELDER AVENUE, THENCE SOUTH 2.0 MILES TO ARKANSAS LANE ROAD, THENCE
 CS1815'WEST 0.8 MILE TO BENCH MARK ON THE LEFT.
 CS1815
 CS1815                          STATION RECOVERY (1980)
 CS1815
 CS1815'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CS1815'APPROX LOCATION IS NOW A DITCH. THE AIRPORT NO LONGER EXISTS.
 CS1815
 CS1815                          STATION RECOVERY (1990)
 CS1815
 CS1815'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAP)
 CS1815'MARK NOT FOUND.
 CS1815
 CS1815                          STATION RECOVERY (1996)
 CS1815
 CS1815'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1397 ***********************************************************************
 CS1397  DESIGNATION -  G 184
 CS1397  PID         -  CS1397
 CS1397  STATE/COUNTY-  TX/DALLAS
 CS1397  USGS QUAD   -  MESQUITE (1973)
 CS1397
 CS1397                         *CURRENT SURVEY CONTROL
 CS1397  ___________________________________________________________________
 CS1397* NAD 83(1986)-  32 45 34.     (N)    096 32 11.     (W)     SCALED    
 CS1397* NAVD 88     -       136.038  (meters)     446.32   (feet)  ADJUSTED  
 CS1397  ___________________________________________________________________
 CS1397  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CS1397  DYNAMIC HT  -         135.888 (meters)     445.83  (feet)  COMP
 CS1397  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 CS1397
 CS1397  VERT ORDER  -  SECOND    CLASS 0
 CS1397
 CS1397.The horizontal coordinates were scaled from a topographic map and have
 CS1397.an estimated accuracy of +/- 6 seconds.
 CS1397
 CS1397.The orthometric height was determined by differential leveling
 CS1397.and adjusted by the National Geodetic Survey in June 1991..
 CS1397
 CS1397.The geoid height was determined by GEOID03.
 CS1397
 CS1397.The dynamic height is computed by dividing the NAVD 88
 CS1397.geopotential number by the normal gravity value computed on the
 CS1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1397.degrees latitude (g = 980.6199 gals.).
 CS1397
 CS1397.The modeled gravity was interpolated from observed gravity values.
 CS1397
 CS1397;                    North         East    Units  Estimated Accuracy
 CS1397;SPC TXNC     - 2,122,900.      783,970.      MT  (+/- 180 meters Scaled)
 CS1397
 CS1397                          SUPERSEDED SURVEY CONTROL
 CS1397
 CS1397  NGVD 29 (??/??/92)  136.050  (m)          446.36   (f) ADJ UNCH    2 0
 CS1397
 CS1397.Superseded values are not recommended for survey control.
 CS1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1397.See file dsdata.txt to determine how the superseded data were derived.
 CS1397
 CS1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB307273(NAD 83)
 CS1397_MARKER: DB = BENCH MARK DISK
 CS1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1397_STAMPING: G 184 1952
 CS1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1397+STABILITY: SURFACE MOTION
 CS1397
 CS1397  HISTORY     - Date     Condition        Report By
 CS1397  HISTORY     - 1952     MONUMENTED       CGS
 CS1397  HISTORY     - 1958     GOOD             NGS
 CS1397  HISTORY     - 19910626 MARK NOT FOUND   USPSQD
 CS1397  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1397
 CS1397                          STATION DESCRIPTION
 CS1397
 CS1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1397'3.75 MI E FROM MESQUITE.
 CS1397'3.75 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1397'AT MESQUITE, 100 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 CS1397'CROSSING, 79 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 39.5
 CS1397'FEET NORTH OF THE NORTH RAIL, 11 FEET EAST OF A TELEPHONE POLE, 8 FEET
 CS1397'SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, IN LINE WITH A ROW OF
 CS1397'TELEPHONE POLES, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CS1397'FOOT ABOVE THE GROUND.
 CS1397
 CS1397                          STATION RECOVERY (1958)
 CS1397
 CS1397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1397'RECOVERED IN GOOD CONDITION.
 CS1397
 CS1397                          STATION RECOVERY (1991)
 CS1397
 CS1397'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1397'MARK NOT FOUND.
 CS1397
 CS1397                          STATION RECOVERY (2000)
 CS1397
 CS1397'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0170 ***********************************************************************
 CS0170  DESIGNATION -  G 185
 CS0170  PID         -  CS0170
 CS0170  STATE/COUNTY-  TX/KAUFMAN
 CS0170  USGS QUAD   -  ELMO (1981)
 CS0170
 CS0170                         *CURRENT SURVEY CONTROL
 CS0170  ___________________________________________________________________
 CS0170* NAD 83(1986)-  32 43 13.     (N)    096 09 20.     (W)     SCALED    
 CS0170* NAVD 88     -       150.172  (meters)     492.69   (feet)  ADJUSTED  
 CS0170  ___________________________________________________________________
 CS0170  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CS0170  DYNAMIC HT  -         150.004 (meters)     492.14  (feet)  COMP
 CS0170  MODELED GRAV-     979,520.5   (mgal)                       NAVD 88
 CS0170
 CS0170  VERT ORDER  -  SECOND    CLASS 0
 CS0170
 CS0170.The horizontal coordinates were scaled from a topographic map and have
 CS0170.an estimated accuracy of +/- 6 seconds.
 CS0170
 CS0170.The orthometric height was determined by differential leveling
 CS0170.and adjusted by the National Geodetic Survey in June 1991..
 CS0170
 CS0170.The geoid height was determined by GEOID03.
 CS0170
 CS0170.The dynamic height is computed by dividing the NAVD 88
 CS0170.geopotential number by the normal gravity value computed on the
 CS0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0170.degrees latitude (g = 980.6199 gals.).
 CS0170
 CS0170.The modeled gravity was interpolated from observed gravity values.
 CS0170
 CS0170;                    North         East    Units  Estimated Accuracy
 CS0170;SPC TXNC     - 2,119,290.      819,740.      MT  (+/- 180 meters Scaled)
 CS0170
 CS0170                          SUPERSEDED SURVEY CONTROL
 CS0170
 CS0170  NGVD 29 (??/??/92)  150.179  (m)          492.71   (f) ADJ UNCH    2 0
 CS0170
 CS0170.Superseded values are not recommended for survey control.
 CS0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0170.See file dsdata.txt to determine how the superseded data were derived.
 CS0170
 CS0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB665238(NAD 83)
 CS0170_MARKER: DB = BENCH MARK DISK
 CS0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0170_SP_SET: ABUTMENT
 CS0170_STAMPING: G 185 1952
 CS0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0170
 CS0170  HISTORY     - Date     Condition        Report By
 CS0170  HISTORY     - 1952     MONUMENTED       CGS
 CS0170  HISTORY     - 1988     GOOD             USPSQD
 CS0170  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0170
 CS0170                          STATION DESCRIPTION
 CS0170
 CS0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0170'8.35 MI W FROM WILLS POINT.
 CS0170'8.35 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0170'AT WILLS POINT, 72 FEET SOUTH OF THE SOUTHWEST CORNER OF RAILROAD
 CS0170'TRESTLE 175.4, 16 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80,
 CS0170'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A 40
 CS0170'FOOT HIGHWAY BRIDGE.
 CS0170
 CS0170                          STATION RECOVERY (1988)
 CS0170
 CS0170'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 CS0170'RECOVERED IN GOOD CONDITION.
 CS0170
 CS0170                          STATION RECOVERY (1988)
 CS0170
 CS0170'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0326 ***********************************************************************
 DO0326  DESIGNATION -  G 186
 DO0326  PID         -  DO0326
 DO0326  STATE/COUNTY-  TX/ARCHER
 DO0326  USGS QUAD   -  LAKE WICHITA (1981)
 DO0326
 DO0326                         *CURRENT SURVEY CONTROL
 DO0326  ___________________________________________________________________
 DO0326* NAD 83(1986)-  33 45 01.     (N)    098 32 13.     (W)     SCALED    
 DO0326* NAVD 88     -       299.263  (meters)     981.83   (feet)  ADJUSTED  
 DO0326  ___________________________________________________________________
 DO0326  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DO0326  DYNAMIC HT  -         298.929 (meters)     980.74  (feet)  COMP
 DO0326  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 DO0326
 DO0326  VERT ORDER  -  SECOND    CLASS 0
 DO0326
 DO0326.The horizontal coordinates were scaled from a topographic map and have
 DO0326.an estimated accuracy of +/- 6 seconds.
 DO0326
 DO0326.The orthometric height was determined by differential leveling
 DO0326.and adjusted by the National Geodetic Survey in June 1991..
 DO0326
 DO0326.The geoid height was determined by GEOID03.
 DO0326
 DO0326.The dynamic height is computed by dividing the NAVD 88
 DO0326.geopotential number by the normal gravity value computed on the
 DO0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0326.degrees latitude (g = 980.6199 gals.).
 DO0326
 DO0326.The modeled gravity was interpolated from observed gravity values.
 DO0326
 DO0326;                    North         East    Units  Estimated Accuracy
 DO0326;SPC TXNC     - 2,231,060.      596,580.      MT  (+/- 180 meters Scaled)
 DO0326
 DO0326                          SUPERSEDED SURVEY CONTROL
 DO0326
 DO0326  NGVD 29 (??/??/92)  299.172  (m)          981.53   (f) ADJ UNCH    2 0
 DO0326
 DO0326.Superseded values are not recommended for survey control.
 DO0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0326.See file dsdata.txt to determine how the superseded data were derived.
 DO0326
 DO0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC428345(NAD 83)
 DO0326_MARKER: DB = BENCH MARK DISK
 DO0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0326_STAMPING: G-186 1933
 DO0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0326+STABILITY: SURFACE MOTION
 DO0326
 DO0326  HISTORY     - Date     Condition        Report By
 DO0326  HISTORY     - 1933     MONUMENTED       CGS
 DO0326  HISTORY     - 1957     GOOD             NGS
 DO0326
 DO0326                          STATION DESCRIPTION
 DO0326
 DO0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0326'11.8 MI N FROM ARCHER CITY.
 DO0326'11.8 MILES NORTH OF ALONG, W.F. AND S. R.R. 420 FEET NORTH OF MILEPOST
 DO0326'NO. 14 AND 47 FEET EAST OF CENTER OF TRACK.
 DO0326
 DO0326                          STATION RECOVERY (1957)
 DO0326
 DO0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0410 ***********************************************************************
 DO0410  DESIGNATION -  G 187
 DO0410  PID         -  DO0410
 DO0410  STATE/COUNTY-  TX/BAYLOR
 DO0410  USGS QUAD   -  COPE BRANCH (1966)
 DO0410
 DO0410                         *CURRENT SURVEY CONTROL
 DO0410  ___________________________________________________________________
 DO0410* NAD 83(1986)-  33 33 10.     (N)    099 06 30.     (W)     SCALED    
 DO0410* NAVD 88     -       410.006  (meters)    1345.16   (feet)  ADJUSTED  
 DO0410  ___________________________________________________________________
 DO0410  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DO0410  DYNAMIC HT  -         409.533 (meters)    1343.61  (feet)  COMP
 DO0410  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DO0410
 DO0410  VERT ORDER  -  SECOND    CLASS 0
 DO0410
 DO0410.The horizontal coordinates were scaled from a topographic map and have
 DO0410.an estimated accuracy of +/- 6 seconds.
 DO0410
 DO0410.The orthometric height was determined by differential leveling
 DO0410.and adjusted by the National Geodetic Survey in June 1991..
 DO0410
 DO0410.The geoid height was determined by GEOID03.
 DO0410
 DO0410.The dynamic height is computed by dividing the NAVD 88
 DO0410.geopotential number by the normal gravity value computed on the
 DO0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0410.degrees latitude (g = 980.6199 gals.).
 DO0410
 DO0410.The modeled gravity was interpolated from observed gravity values.
 DO0410
 DO0410;                    North         East    Units  Estimated Accuracy
 DO0410;SPC TXNC     - 2,209,320.      543,510.      MT  (+/- 180 meters Scaled)
 DO0410
 DO0410                          SUPERSEDED SURVEY CONTROL
 DO0410
 DO0410  NGVD 29 (??/??/92)  409.877  (m)         1344.74   (f) ADJ UNCH    2 0
 DO0410
 DO0410.Superseded values are not recommended for survey control.
 DO0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0410.See file dsdata.txt to determine how the superseded data were derived.
 DO0410
 DO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC899125(NAD 83)
 DO0410_MARKER: DB = BENCH MARK DISK
 DO0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0410_SP_SET: CULVERT
 DO0410_STAMPING: G-187 1933
 DO0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0410
 DO0410  HISTORY     - Date     Condition        Report By
 DO0410  HISTORY     - 1933     MONUMENTED       CGS
 DO0410  HISTORY     - 1966     GOOD             USGS
 DO0410
 DO0410                          STATION DESCRIPTION
 DO0410
 DO0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0410'0.6 MI W FROM RENHAM.
 DO0410'0.6 MILES WEST OF, ALONG ST. LOUIS, SAN FRANCISCO AND TEXAS R.R. SET
 DO0410'IN CONCRETE RAILROAD CULVERT NUMBER 64.6 NOTE -- ELEVATION IS 2.5 FEET
 DO0410'HIGHER.
 DO0410
 DO0410                          STATION RECOVERY (1966)
 DO0410
 DO0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0347 ***********************************************************************
 CT0347  DESIGNATION -  G 188
 CT0347  PID         -  CT0347
 CT0347  STATE/COUNTY-  TX/SHACKELFORD
 CT0347  USGS QUAD   -  MC CATHERINE MOUNTAIN (1987)
 CT0347
 CT0347                         *CURRENT SURVEY CONTROL
 CT0347  ___________________________________________________________________
 CT0347* NAD 83(1986)-  32 38 22.     (N)    099 13 44.     (W)     SCALED    
 CT0347* NAVD 88     -       401.373  (meters)    1316.84   (feet)  ADJUSTED  
 CT0347  ___________________________________________________________________
 CT0347  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0347  DYNAMIC HT  -         400.864 (meters)    1315.17  (feet)  COMP
 CT0347  MODELED GRAV-     979,357.7   (mgal)                       NAVD 88
 CT0347
 CT0347  VERT ORDER  -  SECOND    CLASS 0
 CT0347
 CT0347.The horizontal coordinates were scaled from a topographic map and have
 CT0347.an estimated accuracy of +/- 6 seconds.
 CT0347
 CT0347.The orthometric height was determined by differential leveling
 CT0347.and adjusted by the National Geodetic Survey in June 1991..
 CT0347
 CT0347.The geoid height was determined by GEOID03.
 CT0347
 CT0347.The dynamic height is computed by dividing the NAVD 88
 CT0347.geopotential number by the normal gravity value computed on the
 CT0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0347.degrees latitude (g = 980.6199 gals.).
 CT0347
 CT0347.The modeled gravity was interpolated from observed gravity values.
 CT0347
 CT0347;                    North         East    Units  Estimated Accuracy
 CT0347;SPC TXNC     - 2,108,110.      531,620.      MT  (+/- 180 meters Scaled)
 CT0347
 CT0347                          SUPERSEDED SURVEY CONTROL
 CT0347
 CT0347  NGVD 29 (??/??/92)  401.247  (m)         1316.42   (f) ADJ UNCH    2 0
 CT0347
 CT0347.Superseded values are not recommended for survey control.
 CT0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0347.See file dsdata.txt to determine how the superseded data were derived.
 CT0347
 CT0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB785113(NAD 83)
 CT0347_MARKER: DB = BENCH MARK DISK
 CT0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0347_SP_SET: ABUTMENT
 CT0347_STAMPING: G 188 1933
 CT0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0347
 CT0347  HISTORY     - Date     Condition        Report By
 CT0347  HISTORY     - 1933     MONUMENTED       CGS
 CT0347  HISTORY     - 1957     GOOD             NGS
 CT0347
 CT0347                          STATION DESCRIPTION
 CT0347
 CT0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0347'7.7 MI SE FROM ALBANY.
 CT0347'7.7 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0347'FROM ALBANY, SHACKELFORD COUNTY, 400 FEET NORTHWEST OF A HOUSE, AT
 CT0347'BRIDGE 180.4, AND IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0247 ***********************************************************************
 DO0247  DESIGNATION -  G 189
 DO0247  PID         -  DO0247
 DO0247  STATE/COUNTY-  TX/YOUNG
 DO0247  USGS QUAD   -  SOUTH BEND (1981)
 DO0247
 DO0247                         *CURRENT SURVEY CONTROL
 DO0247  ___________________________________________________________________
 DO0247* NAD 83(1986)-  33 07 24.     (N)    098 38 22.     (W)     SCALED    
 DO0247* NAVD 88     -       332.100  (meters)    1089.56   (feet)  ADJUSTED  
 DO0247  ___________________________________________________________________
 DO0247  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DO0247  DYNAMIC HT  -         331.701 (meters)    1088.26  (feet)  COMP
 DO0247  MODELED GRAV-     979,429.5   (mgal)                       NAVD 88
 DO0247
 DO0247  VERT ORDER  -  SECOND    CLASS 0
 DO0247
 DO0247.The horizontal coordinates were scaled from a topographic map and have
 DO0247.an estimated accuracy of +/- 6 seconds.
 DO0247
 DO0247.The orthometric height was determined by differential leveling
 DO0247.and adjusted by the National Geodetic Survey in June 1991..
 DO0247
 DO0247.The geoid height was determined by GEOID03.
 DO0247
 DO0247.The dynamic height is computed by dividing the NAVD 88
 DO0247.geopotential number by the normal gravity value computed on the
 DO0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0247.degrees latitude (g = 980.6199 gals.).
 DO0247
 DO0247.The modeled gravity was interpolated from observed gravity values.
 DO0247
 DO0247;                    North         East    Units  Estimated Accuracy
 DO0247;SPC TXNC     - 2,161,540.      586,990.      MT  (+/- 180 meters Scaled)
 DO0247
 DO0247                          SUPERSEDED SURVEY CONTROL
 DO0247
 DO0247  NGVD 29 (??/??/92)  332.007  (m)         1089.26   (f) ADJ UNCH    2 0
 DO0247
 DO0247.Superseded values are not recommended for survey control.
 DO0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0247.See file dsdata.txt to determine how the superseded data were derived.
 DO0247
 DO0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB336650(NAD 83)
 DO0247_MARKER: DB = BENCH MARK DISK
 DO0247_SETTING: 80 = SET IN A BOULDER
 DO0247_SP_SET: BOULDER
 DO0247_STAMPING: G-189 1933
 DO0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0247+STABILITY: SURFACE MOTION
 DO0247
 DO0247  HISTORY     - Date     Condition        Report By
 DO0247  HISTORY     - 1933     MONUMENTED       CGS
 DO0247  HISTORY     - 1964     MARK NOT FOUND   USGS
 DO0247  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0247  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0247
 DO0247                          STATION DESCRIPTION
 DO0247
 DO0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0247'3.7 MI NW FROM GRAHAN.
 DO0247'3.7 MILES NORTHWEST OF, ALONG W.F.AND S.R.R. 0.1 MILE EAST OF MILE
 DO0247'POST 64, IN CUT, 16 FEET SOUTH OF CENTER OF TRACK.  NOTE-- GRADING IN
 DO0247'AREA.
 DO0247
 DO0247                          STATION RECOVERY (1964)
 DO0247
 DO0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DO0247'MARK NOT FOUND.
 DO0247
 DO0247                          STATION RECOVERY (2001)
 DO0247
 DO0247'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0247'MARK NOT FOUND.
 DO0247
 DO0247                          STATION RECOVERY (2005)
 DO0247
 DO0247'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0047 ***********************************************************************
 CE0047  DESIGNATION -  G 19
 CE0047  PID         -  CE0047
 CE0047  STATE/COUNTY-  TX/EL PASO
 CE0047  USGS QUAD   -  EL PASO (1997)
 CE0047
 CE0047                         *CURRENT SURVEY CONTROL
 CE0047  ___________________________________________________________________
 CE0047* NAD 83(1986)-  31 46 04.     (N)    106 28 29.     (W)     SCALED    
 CE0047* NAVD 88     -      1130.995  (meters)    3710.61   (feet)  ADJUSTED  
 CE0047  ___________________________________________________________________
 CE0047  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0047  DYNAMIC HT  -        1129.297 (meters)    3705.04  (feet)  COMP
 CE0047  MODELED GRAV-     979,099.9   (mgal)                       NAVD 88
 CE0047
 CE0047  VERT ORDER  -  FIRST     CLASS II
 CE0047
 CE0047.The horizontal coordinates were scaled from a topographic map and have
 CE0047.an estimated accuracy of +/- 6 seconds.
 CE0047
 CE0047.The orthometric height was determined by differential leveling
 CE0047.and adjusted by the National Geodetic Survey in June 1991..
 CE0047
 CE0047.The geoid height was determined by GEOID03.
 CE0047
 CE0047.The dynamic height is computed by dividing the NAVD 88
 CE0047.geopotential number by the normal gravity value computed on the
 CE0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0047.degrees latitude (g = 980.6199 gals.).
 CE0047
 CE0047.The modeled gravity was interpolated from observed gravity values.
 CE0047
 CE0047;                    North         East    Units  Estimated Accuracy
 CE0047;SPC TX C     - 3,248,980.      118,540.      MT  (+/- 180 meters Scaled)
 CE0047
 CE0047                          SUPERSEDED SURVEY CONTROL
 CE0047
 CE0047  NGVD 29 (??/??/92) 1130.521  (m)         3709.05   (f) ADJ UNCH    1 2
 CE0047
 CE0047.Superseded values are not recommended for survey control.
 CE0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0047.See file dsdata.txt to determine how the superseded data were derived.
 CE0047
 CE0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR603156(NAD 83)
 CE0047_MARKER: DB = BENCH MARK DISK
 CE0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CE0047_SP_SET: PIER
 CE0047_STAMPING: G 19 ELEV 3709.133 FT
 CE0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0047
 CE0047  HISTORY     - Date     Condition        Report By
 CE0047  HISTORY     - UNK      MONUMENTED       CGS
 CE0047  HISTORY     - 1956     GOOD             NGS
 CE0047  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0047
 CE0047                          STATION DESCRIPTION
 CE0047
 CE0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0047'1.5 MI E FROM EL PASO.
 CE0047'1.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0047'STATION AT EL PASO, AT THE AUSTIN STREET VIADUCT, 38 FEET SOUTH OF THE
 CE0047'SOUTH RAIL OF THE MAIN TRACK, 10 FEET NORTH OF THE NORTH RAIL OF TRACK
 CE0047'32, 5.0 FEET ABOVE THE GROUND, SET VERTICALLY IN THE WEST SIDE OF THE
 CE0047'SOUTHWEST CONCRETE PIER OF THE VIADUCT.
 CE0047
 CE0047                          STATION RECOVERY (1981)
 CE0047
 CE0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0218 ***********************************************************************
 DO0218  DESIGNATION -  G 190
 DO0218  PID         -  DO0218
 DO0218  STATE/COUNTY-  TX/JACK
 DO0218  USGS QUAD   -  JACKSBORO NE (1982)
 DO0218
 DO0218                         *CURRENT SURVEY CONTROL
 DO0218  ___________________________________________________________________
 DO0218* NAD 83(1986)-  33 09 13.     (N)    098 00 12.     (W)     SCALED    
 DO0218* NAVD 88     -       289.755  (meters)     950.64   (feet)  ADJUSTED  
 DO0218  ___________________________________________________________________
 DO0218  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DO0218  DYNAMIC HT  -         289.418 (meters)     949.53  (feet)  COMP
 DO0218  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 DO0218
 DO0218  VERT ORDER  -  SECOND    CLASS 0
 DO0218
 DO0218.The horizontal coordinates were scaled from a topographic map and have
 DO0218.an estimated accuracy of +/- 6 seconds.
 DO0218
 DO0218.The orthometric height was determined by differential leveling
 DO0218.and adjusted by the National Geodetic Survey in June 1991..
 DO0218
 DO0218.The geoid height was determined by GEOID03.
 DO0218
 DO0218.The dynamic height is computed by dividing the NAVD 88
 DO0218.geopotential number by the normal gravity value computed on the
 DO0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0218.degrees latitude (g = 980.6199 gals.).
 DO0218
 DO0218.The modeled gravity was interpolated from observed gravity values.
 DO0218
 DO0218;                    North         East    Units  Estimated Accuracy
 DO0218;SPC TXNC     - 2,165,000.      646,330.      MT  (+/- 180 meters Scaled)
 DO0218
 DO0218                          SUPERSEDED SURVEY CONTROL
 DO0218
 DO0218  NGVD 29 (??/??/92)  289.690  (m)          950.42   (f) ADJ UNCH    2 0
 DO0218
 DO0218.Superseded values are not recommended for survey control.
 DO0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0218.See file dsdata.txt to determine how the superseded data were derived.
 DO0218
 DO0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB929687(NAD 83)
 DO0218_MARKER: DB = BENCH MARK DISK
 DO0218_SETTING: 66 = SET IN ROCK OUTCROP
 DO0218_SP_SET: OUTCROP
 DO0218_STAMPING: G 190 950.425 1933
 DO0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0218+STABILITY: POSITION/ELEVATION WELL
 DO0218
 DO0218  HISTORY     - Date     Condition        Report By
 DO0218  HISTORY     - 1933     MONUMENTED       CGS
 DO0218  HISTORY     - 1949     GOOD             NGS
 DO0218  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0218
 DO0218                          STATION DESCRIPTION
 DO0218
 DO0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DO0218'2.6 MI SW FROM VINEYARD.
 DO0218'ABOUT 2.6 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND GULF
 DO0218'RAILWAY FROM VINEYARD, 29 YARDS NORTH OF THE CENTERLINE OF THE TRACKS
 DO0218'5 YARDS NORTHWEST OF THE NORTH RIGHT-OF-WAY FENCE AND 15 YARDS EAST OF
 DO0218'THE FENCE LINE WHICH IS ALONG THE WEST SIDE OF AN OLD RANCH ROAD,
 DO0218'WHICH CROSSES THE TRACKS AT M.P. NO. 17.  IT IS ABOUT 2 FEET BELOW THE
 DO0218'LEVEL OF THE TRACKS AND IN THE TOP OF A LARGE ROCK OUTCROP PROJECTING
 DO0218'ABOUT 2 FEET.
 DO0218
 DO0218                          STATION RECOVERY (2001)
 DO0218
 DO0218'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0283 ***********************************************************************
 DO0283  DESIGNATION -  G 191
 DO0283  PID         -  DO0283
 DO0283  STATE/COUNTY-  TX/YOUNG
 DO0283  USGS QUAD   -  SOUTH BEND (1981)
 DO0283
 DO0283                         *CURRENT SURVEY CONTROL
 DO0283  ___________________________________________________________________
 DO0283* NAD 83(1986)-  33 01 15.     (N)    098 38 29.     (W)     SCALED    
 DO0283* NAVD 88     -       318.362  (meters)    1044.49   (feet)  ADJUSTED  
 DO0283  ___________________________________________________________________
 DO0283  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DO0283  DYNAMIC HT  -         317.977 (meters)    1043.23  (feet)  COMP
 DO0283  MODELED GRAV-     979,420.3   (mgal)                       NAVD 88
 DO0283
 DO0283  VERT ORDER  -  SECOND    CLASS 0
 DO0283
 DO0283.The horizontal coordinates were scaled from a topographic map and have
 DO0283.an estimated accuracy of +/- 6 seconds.
 DO0283
 DO0283.The orthometric height was determined by differential leveling
 DO0283.and adjusted by the National Geodetic Survey in June 1991..
 DO0283
 DO0283.The geoid height was determined by GEOID03.
 DO0283
 DO0283.The dynamic height is computed by dividing the NAVD 88
 DO0283.geopotential number by the normal gravity value computed on the
 DO0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0283.degrees latitude (g = 980.6199 gals.).
 DO0283
 DO0283.The modeled gravity was interpolated from observed gravity values.
 DO0283
 DO0283;                    North         East    Units  Estimated Accuracy
 DO0283;SPC TXNC     - 2,150,170.      586,790.      MT  (+/- 180 meters Scaled)
 DO0283
 DO0283                          SUPERSEDED SURVEY CONTROL
 DO0283
 DO0283  NGVD 29 (??/??/92)  318.273  (m)         1044.20   (f) ADJ UNCH    2 0
 DO0283
 DO0283.Superseded values are not recommended for survey control.
 DO0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0283.See file dsdata.txt to determine how the superseded data were derived.
 DO0283
 DO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB334536(NAD 83)
 DO0283_MARKER: DB = BENCH MARK DISK
 DO0283_SETTING: 66 = SET IN ROCK OUTCROP
 DO0283_SP_SET: OUTCROP
 DO0283_STAMPING: G 191 1933
 DO0283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0283+STABILITY: POSITION/ELEVATION WELL
 DO0283
 DO0283  HISTORY     - Date     Condition        Report By
 DO0283  HISTORY     - 1933     MONUMENTED       CGS
 DO0283  HISTORY     - 1957     GOOD             NGS
 DO0283  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0283  HISTORY     - 20010325 POOR             USPSQD
 DO0283  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0283
 DO0283                          STATION DESCRIPTION
 DO0283
 DO0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0283'1.9 MI NE FROM SOUTH BEND.
 DO0283'1.9 MILES NORTHEAST ALONG THE WICHITA FALLS AND SOUTHERN RAILROAD FROM
 DO0283'SOUTH BEND, YOUNG COUNTY, AT MILEAGE 74.5, 100 FEET NORTHEAST OF THE
 DO0283'BRIDGE OVER BRAZOS RIVER, 10 FEET WEST OF THE WEST RAIL, AND IN THE
 DO0283'TOP OF A LIMESTONE OUTCROP. A STANDARD DISK, STAMPED G 191 1933.
 DO0283
 DO0283                          STATION RECOVERY (1984)
 DO0283
 DO0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0283'MARK NOT FOUND.
 DO0283
 DO0283                          STATION RECOVERY (2001)
 DO0283
 DO0283'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0283'PREVIOUS NOT FOUND
 DO0283
 DO0283                          STATION RECOVERY (2005)
 DO0283
 DO0283'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0320 ***********************************************************************
 CT0320  DESIGNATION -  G 192
 CT0320  PID         -  CT0320
 CT0320  STATE/COUNTY-  TX/SHACKELFORD
 CT0320  USGS QUAD   -  MC CATHERINE MOUNTAIN (1987)
 CT0320
 CT0320                         *CURRENT SURVEY CONTROL
 CT0320  ___________________________________________________________________
 CT0320* NAD 83(1986)-  32 44 20.     (N)    099 14 39.     (W)     SCALED    
 CT0320* NAVD 88     -       409.756  (meters)    1344.34   (feet)  ADJUSTED  
 CT0320  ___________________________________________________________________
 CT0320  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CT0320  DYNAMIC HT  -         409.239 (meters)    1342.64  (feet)  COMP
 CT0320  MODELED GRAV-     979,364.6   (mgal)                       NAVD 88
 CT0320
 CT0320  VERT ORDER  -  SECOND    CLASS 0
 CT0320
 CT0320.The horizontal coordinates were scaled from a topographic map and have
 CT0320.an estimated accuracy of +/- 6 seconds.
 CT0320
 CT0320.The orthometric height was determined by differential leveling
 CT0320.and adjusted by the National Geodetic Survey in June 1991..
 CT0320
 CT0320.The geoid height was determined by GEOID03.
 CT0320
 CT0320.The dynamic height is computed by dividing the NAVD 88
 CT0320.geopotential number by the normal gravity value computed on the
 CT0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0320.degrees latitude (g = 980.6199 gals.).
 CT0320
 CT0320.The modeled gravity was interpolated from observed gravity values.
 CT0320
 CT0320;                    North         East    Units  Estimated Accuracy
 CT0320;SPC TXNC     - 2,119,150.      530,260.      MT  (+/- 180 meters Scaled)
 CT0320
 CT0320                          SUPERSEDED SURVEY CONTROL
 CT0320
 CT0320  NGVD 29 (??/??/92)  409.641  (m)         1343.96   (f) ADJ UNCH    2 0
 CT0320
 CT0320.Superseded values are not recommended for survey control.
 CT0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0320.See file dsdata.txt to determine how the superseded data were derived.
 CT0320
 CT0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB771223(NAD 83)
 CT0320_MARKER: DB = BENCH MARK DISK
 CT0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0320_STAMPING: G 192 1933
 CT0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0320+STABILITY: SURFACE MOTION
 CT0320
 CT0320  HISTORY     - Date     Condition        Report By
 CT0320  HISTORY     - 1933     MONUMENTED       CGS
 CT0320  HISTORY     - 1957     GOOD             NGS
 CT0320
 CT0320                          STATION DESCRIPTION
 CT0320
 CT0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0320'3.6 MI E FROM ALBANY.
 CT0320'3.6 MILES EAST ALONG OLD U.S. HIGHWAY 80 N FROM ALBANY, SHACKELFORD
 CT0320'COUNTY, 230 FEET SOUTHEAST OF A CONCRETE CULVERT, 150 FEET SOUTH OF
 CT0320'THE CENTER LINE OF THE HIGHWAY, AND 90 FEET SOUTH OF A FENCE LINE.  A
 CT0320'STANDARD DISK, STAMPED G 192 1933 AND SET IN THE TOP OF A CONCRETE
 CT0320'POST.  NOTE-- OLD U.S. HIGHWAY 80 N IS NOW U.S. HIGHWAY 180.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0215 ***********************************************************************
 CT0215  DESIGNATION -  G 193
 CT0215  PID         -  CT0215
 CT0215  STATE/COUNTY-  TX/EASTLAND
 CT0215  USGS QUAD   -  CISCO SOUTH (1987)
 CT0215
 CT0215                         *CURRENT SURVEY CONTROL
 CT0215  ___________________________________________________________________
 CT0215* NAD 83(1986)-  32 21 10.     (N)    098 53 00.     (W)     SCALED    
 CT0215* NAVD 88     -       479.357  (meters)    1572.69   (feet)  ADJUSTED  
 CT0215  ___________________________________________________________________
 CT0215  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CT0215  DYNAMIC HT  -         478.738 (meters)    1570.66  (feet)  COMP
 CT0215  MODELED GRAV-     979,334.2   (mgal)                       NAVD 88
 CT0215
 CT0215  VERT ORDER  -  SECOND    CLASS 0
 CT0215
 CT0215.The horizontal coordinates were scaled from a topographic map and have
 CT0215.an estimated accuracy of +/- 6 seconds.
 CT0215
 CT0215.The orthometric height was determined by differential leveling
 CT0215.and adjusted by the National Geodetic Survey in June 1991..
 CT0215
 CT0215.The geoid height was determined by GEOID03.
 CT0215
 CT0215.The dynamic height is computed by dividing the NAVD 88
 CT0215.geopotential number by the normal gravity value computed on the
 CT0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0215.degrees latitude (g = 980.6199 gals.).
 CT0215
 CT0215.The modeled gravity was interpolated from observed gravity values.
 CT0215
 CT0215;                    North         East    Units  Estimated Accuracy
 CT0215;SPC TXNC     - 2,076,150.      563,920.      MT  (+/- 180 meters Scaled)
 CT0215
 CT0215                          SUPERSEDED SURVEY CONTROL
 CT0215
 CT0215  NGVD 29 (??/??/92)  479.245  (m)         1572.32   (f) ADJ UNCH    2 0
 CT0215
 CT0215.Superseded values are not recommended for survey control.
 CT0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0215.See file dsdata.txt to determine how the superseded data were derived.
 CT0215
 CT0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA109795(NAD 83)
 CT0215_MARKER: DB = BENCH MARK DISK
 CT0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0215+STABILITY: SURFACE MOTION
 CT0215
 CT0215  HISTORY     - Date     Condition        Report By
 CT0215  HISTORY     - UNK      MONUMENTED       CGS
 CT0215  HISTORY     - 1933     GOOD             NGS
 CT0215  HISTORY     - 1957     GOOD             NGS
 CT0215
 CT0215                          STATION DESCRIPTION
 CT0215
 CT0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0215'2.9 MI NW FROM MANGUM.
 CT0215'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, AT MILE 147.1, SOUTH OF
 CT0215'ROAD CROSSING IN RIGHT OF WAY FENCE CORNER, 47 FEET EAST OF CENTER OF
 CT0215'TRACK.
 CT0215
 CT0215                          STATION RECOVERY (1957)
 CT0215
 CT0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CT0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0133 ***********************************************************************
 CT0133  DESIGNATION -  G 194
 CT0133  PID         -  CT0133
 CT0133  STATE/COUNTY-  TX/ERATH
 CT0133  USGS QUAD   -  DUBLIN (1965)
 CT0133
 CT0133                         *CURRENT SURVEY CONTROL
 CT0133  ___________________________________________________________________
 CT0133* NAD 83(1986)-  32 05 30.     (N)    098 22 29.     (W)     SCALED    
 CT0133* NAVD 88     -       450.860  (meters)    1479.20   (feet)  ADJUSTED  
 CT0133  ___________________________________________________________________
 CT0133  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CT0133  DYNAMIC HT  -         450.282 (meters)    1477.30  (feet)  COMP
 CT0133  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 CT0133
 CT0133  VERT ORDER  -  SECOND    CLASS 0
 CT0133
 CT0133.The horizontal coordinates were scaled from a topographic map and have
 CT0133.an estimated accuracy of +/- 6 seconds.
 CT0133
 CT0133.The orthometric height was determined by differential leveling
 CT0133.and adjusted by the National Geodetic Survey in June 1991..
 CT0133
 CT0133.The geoid height was determined by GEOID03.
 CT0133
 CT0133.The dynamic height is computed by dividing the NAVD 88
 CT0133.geopotential number by the normal gravity value computed on the
 CT0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0133.degrees latitude (g = 980.6199 gals.).
 CT0133
 CT0133.The modeled gravity was interpolated from observed gravity values.
 CT0133
 CT0133;                    North         East    Units  Estimated Accuracy
 CT0133;SPC TXNC     - 2,047,140.      611,830.      MT  (+/- 180 meters Scaled)
 CT0133
 CT0133                          SUPERSEDED SURVEY CONTROL
 CT0133
 CT0133  NGVD 29 (??/??/92)  450.754  (m)         1478.85   (f) ADJ UNCH    2 0
 CT0133
 CT0133.Superseded values are not recommended for survey control.
 CT0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0133.See file dsdata.txt to determine how the superseded data were derived.
 CT0133
 CT0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA590507(NAD 83)
 CT0133_MARKER: DB = BENCH MARK DISK
 CT0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0133_SP_SET: CULVERT
 CT0133_STAMPING: G 194 1933 1478.849
 CT0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0133
 CT0133  HISTORY     - Date     Condition        Report By
 CT0133  HISTORY     - 1933     MONUMENTED       CGS
 CT0133  HISTORY     - 1954     GOOD             NGS
 CT0133  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0133
 CT0133                          STATION DESCRIPTION
 CT0133
 CT0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0133'2.0 MI W FROM DUBLIN.
 CT0133'ABOUT 2.0 MILES WEST ALONG THE M.K.T.R.R. FROM THE STATION AT DUBLIN,
 CT0133'ERATH COUNTY, ABOUT 6 POLES EAST OF M.P. 108, IN THE TOP OF THE
 CT0133'NORTHWEST CORNER OF A LIMESTONE CULVERT, ABOUT 0.1 MILE EAST OF THE
 CT0133'DUBLIN DUMPGROUND AND 15 FEET LOWER THAN THE TRACKS.  IT IS ABOUT 1/4
 CT0133'MILE SOUTH OF HIGHWAY NO. 6.  A STANDARD DISK STAMPED AS ABOVE.
 CT0133
 CT0133                          STATION RECOVERY (1995)
 CT0133
 CT0133'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2257 ***********************************************************************
 CS2257  DESIGNATION -  G 195
 CS2257  PID         -  CS2257
 CS2257  STATE/COUNTY-  TX/BOSQUE
 CS2257  USGS QUAD   -  WALNUT SPRINGS EAST (1979)
 CS2257
 CS2257                         *CURRENT SURVEY CONTROL
 CS2257  ___________________________________________________________________
 CS2257* NAD 83(1986)-  32 01 16.     (N)    097 38 20.     (W)     SCALED    
 CS2257* NAVD 88     -       231.239  (meters)     758.66   (feet)  ADJUSTED  
 CS2257  ___________________________________________________________________
 CS2257  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS2257  DYNAMIC HT  -         230.951 (meters)     757.71  (feet)  COMP
 CS2257  MODELED GRAV-     979,388.1   (mgal)                       NAVD 88
 CS2257
 CS2257  VERT ORDER  -  SECOND    CLASS 0
 CS2257
 CS2257.The horizontal coordinates were scaled from a topographic map and have
 CS2257.an estimated accuracy of +/- 6 seconds.
 CS2257
 CS2257.The orthometric height was determined by differential leveling
 CS2257.and adjusted by the National Geodetic Survey in June 1991..
 CS2257
 CS2257.The geoid height was determined by GEOID03.
 CS2257
 CS2257.The dynamic height is computed by dividing the NAVD 88
 CS2257.geopotential number by the normal gravity value computed on the
 CS2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2257.degrees latitude (g = 980.6199 gals.).
 CS2257
 CS2257.The modeled gravity was interpolated from observed gravity values.
 CS2257
 CS2257;                    North         East    Units  Estimated Accuracy
 CS2257;SPC TX C     - 3,264,100.      954,530.      MT  (+/- 180 meters Scaled)
 CS2257
 CS2257                          SUPERSEDED SURVEY CONTROL
 CS2257
 CS2257  NGVD 29 (??/??/92)  231.199  (m)          758.53   (f) ADJ UNCH    2 0
 CS2257
 CS2257.Superseded values are not recommended for survey control.
 CS2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2257.See file dsdata.txt to determine how the superseded data were derived.
 CS2257
 CS2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA285435(NAD 83)
 CS2257_MARKER: DB = BENCH MARK DISK
 CS2257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2257_SP_SET: BRIDGE ABUTMENT
 CS2257_STAMPING: G 195 1933 758.525
 CS2257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2257
 CS2257  HISTORY     - Date     Condition        Report By
 CS2257  HISTORY     - 1933     MONUMENTED       CGS
 CS2257  HISTORY     - 1951     GOOD             NGS
 CS2257  HISTORY     - 20010317 GOOD             USPSQD
 CS2257  HISTORY     - 20040107 GOOD             JCLS
 CS2257  HISTORY     - 20050517 GOOD             JCLS
 CS2257
 CS2257                          STATION DESCRIPTION
 CS2257
 CS2257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS2257'02.0 MI W FROM MORGAN.
 CS2257'ABOUT 02.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 CS2257'MORGAN, BOSQUE COUNTY, AT BRIDGE 56.2, AND IN THE TOP OF THE NORTH END
 CS2257'OF THE EAST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED G 195 1933
 CS2257'758.525.  NOTE-- THE NUMBER ON THIS BRIDGE REFERS TO THE ORIGINAL
 CS2257'RAILROAD MILEAGE.  THIS NUMBER WILL BE CHANGED WHEN THE ROUTE AROUND
 CS2257'LAKE WHITNEY IS COMPLETED.
 CS2257
 CS2257                          STATION RECOVERY (2001)
 CS2257
 CS2257'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2257'RECOVERED IN GOOD CONDITION.
 CS2257
 CS2257                          STATION RECOVERY (2004)
 CS2257
 CS2257'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 CS2257'RECOVERED IN GOOD CONDITION.
 CS2257
 CS2257                          STATION RECOVERY (2005)
 CS2257
 CS2257'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 CS2257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0358 ***********************************************************************
 BM0358  DESIGNATION -  G 196
 BM0358  PID         -  BM0358
 BM0358  STATE/COUNTY-  TX/WILLIAMSON
 BM0358  USGS QUAD   -  TAYLOR (1989)
 BM0358
 BM0358                         *CURRENT SURVEY CONTROL
 BM0358  ___________________________________________________________________
 BM0358* NAD 83(1986)-  30 34 25.     (N)    097 24 36.     (W)     SCALED    
 BM0358* NAVD 88     -       176.85   (+/-2cm)     580.2    (feet)  VERTCON   
 BM0358  ___________________________________________________________________
 BM0358  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0358
 BM0358  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0358
 BM0358.The horizontal coordinates were scaled from a topographic map and have
 BM0358.an estimated accuracy of +/- 6 seconds.
 BM0358
 BM0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0358.The vertical order pertains to the NGVD 29 superseded value.
 BM0358
 BM0358.The geoid height was determined by GEOID03.
 BM0358
 BM0358;                    North         East    Units  Estimated Accuracy
 BM0358;SPC TX C     - 3,104,220.      980,370.      MT  (+/- 180 meters Scaled)
 BM0358
 BM0358                          SUPERSEDED SURVEY CONTROL
 BM0358
 BM0358  NGVD 29 (??/??/92)  176.775  (m)          579.97   (f) ADJ UNCH    1 2
 BM0358
 BM0358.Superseded values are not recommended for survey control.
 BM0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0358.See file dsdata.txt to determine how the superseded data were derived.
 BM0358
 BM0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU524834(NAD 83)
 BM0358_MARKER: DB = BENCH MARK DISK
 BM0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0358_SP_SET: CONCRETE BASE
 BM0358_STAMPING: G-196 1933
 BM0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0358
 BM0358  HISTORY     - Date     Condition        Report By
 BM0358  HISTORY     - 1933     MONUMENTED       CGS
 BM0358  HISTORY     - 1964     MARK NOT FOUND   USGS
 BM0358  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0358
 BM0358                          STATION DESCRIPTION
 BM0358
 BM0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0358'IN TAYLOR.
 BM0358'AT CITY STAND PIPE, ON NORTH SIDE OF CONCRETE BASE, SET HORIZONTAL IN
 BM0358'TOP OF BASE, 5 FEET EAST OF CLEAN OUT HOLE.
 BM0358
 BM0358                          STATION RECOVERY (1964)
 BM0358
 BM0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BM0358'MARK NOT FOUND.
 BM0358
 BM0358                          STATION RECOVERY (1999)
 BM0358
 BM0358'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0273 ***********************************************************************
 BM0273  DESIGNATION -  G 197
 BM0273  PID         -  BM0273
 BM0273  STATE/COUNTY-  TX/MILAM
 BM0273  USGS QUAD   -  GAUSE (1989)
 BM0273
 BM0273                         *CURRENT SURVEY CONTROL
 BM0273  ___________________________________________________________________
 BM0273* NAD 83(1986)-  30 46 24.     (N)    096 44 17.     (W)     SCALED    
 BM0273* NAVD 88     -       121.93   (+/-2cm)     400.0    (feet)  VERTCON   
 BM0273  ___________________________________________________________________
 BM0273  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM0273
 BM0273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0273
 BM0273.The horizontal coordinates were scaled from a topographic map and have
 BM0273.an estimated accuracy of +/- 6 seconds.
 BM0273
 BM0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0273.The vertical order pertains to the NGVD 29 superseded value.
 BM0273
 BM0273.The geoid height was determined by GEOID03.
 BM0273
 BM0273;                    North         East    Units  Estimated Accuracy
 BM0273;SPC TX C     - 3,128,240.    1,044,080.      MT  (+/- 180 meters Scaled)
 BM0273
 BM0273                          SUPERSEDED SURVEY CONTROL
 BM0273
 BM0273  NGVD 29 (??/??/92)  121.884  (m)          399.88   (f) ADJ UNCH    2 0
 BM0273
 BM0273.Superseded values are not recommended for survey control.
 BM0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0273.See file dsdata.txt to determine how the superseded data were derived.
 BM0273
 BM0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV164066(NAD 83)
 BM0273_MARKER: DB = BENCH MARK DISK
 BM0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0273_STAMPING: 399.950 G 197 1933
 BM0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0273+STABILITY: SURFACE MOTION
 BM0273
 BM0273  HISTORY     - Date     Condition        Report By
 BM0273  HISTORY     - 1933     MONUMENTED       CGS
 BM0273  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0273
 BM0273                          STATION DESCRIPTION
 BM0273
 BM0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0273'1.3 MI SW FROM GAUSE.
 BM0273'1.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0273'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT GAUSE,
 BM0273'MILAM COUNTY, 49 FEET SOUTHWEST OF MILEPOST 101, 100 FEET SOUTHWEST OF
 BM0273'A ROAD CROSSING, 47 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 2
 BM0273'FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE
 BM0273'POST.
 BM0273
 BM0273                          STATION RECOVERY (1999)
 BM0273
 BM0273'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1031 ***********************************************************************
 BZ1031  DESIGNATION -  G 198
 BZ1031  PID         -  BZ1031
 BZ1031  STATE/COUNTY-  TX/CORYELL
 BZ1031  USGS QUAD   -  JONESBORO (1979)
 BZ1031
 BZ1031                         *CURRENT SURVEY CONTROL
 BZ1031  ___________________________________________________________________
 BZ1031* NAD 83(1986)-  31 34 12.     (N)    097 58 05.     (W)     SCALED    
 BZ1031* NAVD 88     -       327.303  (meters)    1073.83   (feet)  ADJUSTED  
 BZ1031  ___________________________________________________________________
 BZ1031  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BZ1031  DYNAMIC HT  -         326.880 (meters)    1072.44  (feet)  COMP
 BZ1031  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 BZ1031
 BZ1031  VERT ORDER  -  SECOND    CLASS 0
 BZ1031
 BZ1031.The horizontal coordinates were scaled from a topographic map and have
 BZ1031.an estimated accuracy of +/- 6 seconds.
 BZ1031
 BZ1031.The orthometric height was determined by differential leveling
 BZ1031.and adjusted by the National Geodetic Survey in June 1991..
 BZ1031
 BZ1031.The geoid height was determined by GEOID03.
 BZ1031
 BZ1031.The dynamic height is computed by dividing the NAVD 88
 BZ1031.geopotential number by the normal gravity value computed on the
 BZ1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1031.degrees latitude (g = 980.6199 gals.).
 BZ1031
 BZ1031.The modeled gravity was interpolated from observed gravity values.
 BZ1031
 BZ1031;                    North         East    Units  Estimated Accuracy
 BZ1031;SPC TX C     - 3,213,390.      924,510.      MT  (+/- 180 meters Scaled)
 BZ1031
 BZ1031                          SUPERSEDED SURVEY CONTROL
 BZ1031
 BZ1031  NGVD 29 (??/??/92)  327.222  (m)         1073.56   (f) ADJ UNCH    2 0
 BZ1031
 BZ1031.Superseded values are not recommended for survey control.
 BZ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1031.See file dsdata.txt to determine how the superseded data were derived.
 BZ1031
 BZ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV979932(NAD 83)
 BZ1031_MARKER: DB = BENCH MARK DISK
 BZ1031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1031_SP_SET: FOUNDATION
 BZ1031_STAMPING: G 198 1933
 BZ1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1031
 BZ1031  HISTORY     - Date     Condition        Report By
 BZ1031  HISTORY     - 1933     MONUMENTED       CGS
 BZ1031  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1031
 BZ1031                          STATION DESCRIPTION
 BZ1031
 BZ1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ1031'IN IRELAND.
 BZ1031'AT IRELAND, CORYELL COUNTY, AT THE HIGH SCHOOL, 28 FEET SOUTHEAST OF
 BZ1031'THE MAIN ENTRANCE, IN THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION,
 BZ1031'AND 2 FEET ABOVE GROUND, SET VERTICALLY.
 BZ1031
 BZ1031                          STATION RECOVERY (2001)
 BZ1031
 BZ1031'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0872 ***********************************************************************
 BZ0872  DESIGNATION -  G 199
 BZ0872  PID         -  BZ0872
 BZ0872  STATE/COUNTY-  TX/MCLENNAN
 BZ0872  USGS QUAD   -  MC GREGOR (1993)
 BZ0872
 BZ0872                         *CURRENT SURVEY CONTROL
 BZ0872  ___________________________________________________________________
 BZ0872* NAD 83(1986)-  31 24 47.     (N)    097 23 14.     (W)     SCALED    
 BZ0872* NAVD 88     -       202.617  (meters)     664.75   (feet)  ADJUSTED  
 BZ0872  ___________________________________________________________________
 BZ0872  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BZ0872  DYNAMIC HT  -         202.352 (meters)     663.88  (feet)  COMP
 BZ0872  MODELED GRAV-     979,331.0   (mgal)                       NAVD 88
 BZ0872
 BZ0872  VERT ORDER  -  SECOND    CLASS 0
 BZ0872
 BZ0872.The horizontal coordinates were scaled from a topographic map and have
 BZ0872.an estimated accuracy of +/- 6 seconds.
 BZ0872
 BZ0872.The orthometric height was determined by differential leveling
 BZ0872.and adjusted by the National Geodetic Survey in June 1991..
 BZ0872
 BZ0872.The geoid height was determined by GEOID03.
 BZ0872
 BZ0872.The dynamic height is computed by dividing the NAVD 88
 BZ0872.geopotential number by the normal gravity value computed on the
 BZ0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0872.degrees latitude (g = 980.6199 gals.).
 BZ0872
 BZ0872.The modeled gravity was interpolated from observed gravity values.
 BZ0872
 BZ0872;                    North         East    Units  Estimated Accuracy
 BZ0872;SPC TX C     - 3,197,310.      980,090.      MT  (+/- 180 meters Scaled)
 BZ0872
 BZ0872                          SUPERSEDED SURVEY CONTROL
 BZ0872
 BZ0872  NGVD 29 (??/??/92)  202.575  (m)          664.61   (f) ADJ UNCH    2 0
 BZ0872
 BZ0872.Superseded values are not recommended for survey control.
 BZ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0872.See file dsdata.txt to determine how the superseded data were derived.
 BZ0872
 BZ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV533765(NAD 83)
 BZ0872_MARKER: DB = BENCH MARK DISK
 BZ0872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0872_SP_SET: PIER
 BZ0872_STAMPING: G 199 1933
 BZ0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0872
 BZ0872  HISTORY     - Date     Condition        Report By
 BZ0872  HISTORY     - 1933     MONUMENTED       CGS
 BZ0872  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0872  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0872  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0872
 BZ0872                          STATION DESCRIPTION
 BZ0872
 BZ0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0872'2.0 MI S FROM MCGREGOR.
 BZ0872'2.0 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0872'MCGREGOR, MCLENNAN COUNTY, AT BRIDGE 241 A, AND IN THE TOP OF THE
 BZ0872'NORTH END OF THE CONCRETE PIER.  A STANDARD DISK, STAMPED G 199 1933.
 BZ0872
 BZ0872                          STATION RECOVERY (1995)
 BZ0872
 BZ0872'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0872'MARK NOT FOUND.
 BZ0872
 BZ0872                          STATION RECOVERY (2001)
 BZ0872
 BZ0872'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0872'MARK NOT FOUND.
 BZ0872
 BZ0872                          STATION RECOVERY (2003)
 BZ0872
 BZ0872'RECOVERY NOTE BY US POWER SQUADRON 2003
 BZ0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0678 ***********************************************************************
 CA0678  DESIGNATION -  G 2
 CA0678  PID         -  CA0678
 CA0678  STATE/COUNTY-  TX/RUNNELS
 CA0678  USGS QUAD   -  BENOIT (1967)
 CA0678
 CA0678                         *CURRENT SURVEY CONTROL
 CA0678  ___________________________________________________________________
 CA0678* NAD 83(1986)-  31 45 40.     (N)    099 51 27.     (W)     SCALED    
 CA0678* NAVD 88     -       523.540  (meters)    1717.65   (feet)  ADJUSTED  
 CA0678  ___________________________________________________________________
 CA0678  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 CA0678  DYNAMIC HT  -         522.849 (meters)    1715.38  (feet)  COMP
 CA0678  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 CA0678
 CA0678  VERT ORDER  -  SECOND    CLASS 0
 CA0678
 CA0678.The horizontal coordinates were scaled from a topographic map and have
 CA0678.an estimated accuracy of +/- 6 seconds.
 CA0678
 CA0678.The orthometric height was determined by differential leveling
 CA0678.and adjusted by the National Geodetic Survey in June 1991..
 CA0678
 CA0678.The geoid height was determined by GEOID03.
 CA0678
 CA0678.The dynamic height is computed by dividing the NAVD 88
 CA0678.geopotential number by the normal gravity value computed on the
 CA0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0678.degrees latitude (g = 980.6199 gals.).
 CA0678
 CA0678.The modeled gravity was interpolated from observed gravity values.
 CA0678
 CA0678;                    North         East    Units  Estimated Accuracy
 CA0678;SPC TX C     - 3,232,280.      745,080.      MT  (+/- 180 meters Scaled)
 CA0678
 CA0678                          SUPERSEDED SURVEY CONTROL
 CA0678
 CA0678  NGVD 29 (??/??/92)  523.427  (m)         1717.28   (f) ADJ UNCH    2 0
 CA0678
 CA0678.Superseded values are not recommended for survey control.
 CA0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0678.See file dsdata.txt to determine how the superseded data were derived.
 CA0678
 CA0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA187142(NAD 83)
 CA0678_MARKER: DD = SURVEY DISK
 CA0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0678_STAMPING: 1717.139 G 2 1923
 CA0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0678+STABILITY: SURFACE MOTION
 CA0678
 CA0678  HISTORY     - Date     Condition        Report By
 CA0678  HISTORY     - 1923     MONUMENTED       USGS
 CA0678  HISTORY     - 1940     GOOD             NGS
 CA0678
 CA0678                          STATION DESCRIPTION
 CA0678
 CA0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0678'5.9 MI E FROM BALLINGER.
 CA0678'5.9 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0678'STATION AT BALLINGER, RUNNELS COUNTY, 90 FEET NORTHEAST OF MILEPOST
 CA0678'31, AT A ROAD CROSSING, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 50
 CA0678'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET SOUTHWEST OF A
 CA0678'FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 CA0678'STAMPED G 2 1923 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0632 ***********************************************************************
 AB0632  DESIGNATION -  G 2
 AB0632  PID         -  AB0632
 AB0632  STATE/COUNTY-  TX/CAMERON
 AB0632  USGS QUAD   -  RIO HONDO (1980)
 AB0632
 AB0632                         *CURRENT SURVEY CONTROL
 AB0632  ___________________________________________________________________
 AB0632* NAD 83(1986)-  26 09 02.     (N)    097 36 19.     (W)     SCALED    
 AB0632* NAVD 88     -        10.402  (meters)      34.13   (feet)  ADJUSTED  
 AB0632  ___________________________________________________________________
 AB0632  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 AB0632  DYNAMIC HT  -          10.385 (meters)      34.07  (feet)  COMP
 AB0632  MODELED GRAV-     979,037.3   (mgal)                       NAVD 88
 AB0632
 AB0632  VERT ORDER  -  SECOND    CLASS 0
 AB0632
 AB0632.The horizontal coordinates were scaled from a topographic map and have
 AB0632.an estimated accuracy of +/- 6 seconds.
 AB0632
 AB0632.The orthometric height was determined by differential leveling
 AB0632.and adjusted by the National Geodetic Survey in June 1991..
 AB0632
 AB0632.The geoid height was determined by GEOID03.
 AB0632
 AB0632.The dynamic height is computed by dividing the NAVD 88
 AB0632.geopotential number by the normal gravity value computed on the
 AB0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0632.degrees latitude (g = 980.6199 gals.).
 AB0632
 AB0632.The modeled gravity was interpolated from observed gravity values.
 AB0632
 AB0632;                    North         East    Units  Estimated Accuracy
 AB0632;SPC TX S     - 5,053,930.      389,460.      MT  (+/- 180 meters Scaled)
 AB0632
 AB0632                          SUPERSEDED SURVEY CONTROL
 AB0632
 AB0632  NGVD 29 (??/??/92)   10.506  (m)           34.47   (f) ADJ UNCH    2 0
 AB0632
 AB0632.Superseded values are not recommended for survey control.
 AB0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0632.See file dsdata.txt to determine how the superseded data were derived.
 AB0632
 AB0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP394931(NAD 83)
 AB0632_MARKER: DD = SURVEY DISK
 AB0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0632_SP_SET: CULVERT
 AB0632_STAMPING: G 2 34.37
 AB0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0632
 AB0632  HISTORY     - Date     Condition        Report By
 AB0632  HISTORY     - UNK      MONUMENTED
 AB0632  HISTORY     - 1942     GOOD             NGS
 AB0632  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0632
 AB0632                          STATION DESCRIPTION
 AB0632
 AB0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0632'2.2 MI NE FROM SAN BENITO.
 AB0632'2.2 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0632'SAN BENITO, CAMERON COUNTY, 0.4 MILE SOUTHEAST ALONG A PAVED ROAD
 AB0632'LEADING TO BAYVIEW.  15 FEET NORTH OF AND 0.5 FOOT HIGHER THAN THE
 AB0632'CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 AB0632'THE TOP OF THE NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK,
 AB0632'STAMPED G 2 34.37.
 AB0632
 AB0632                          STATION RECOVERY (1987)
 AB0632
 AB0632'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0651 ***********************************************************************
 AB0651  DESIGNATION -  G 20
 AB0651  PID         -  AB0651
 AB0651  STATE/COUNTY-  TX/CAMERON
 AB0651  USGS QUAD   -  RIO HONDO (1980)
 AB0651
 AB0651                         *CURRENT SURVEY CONTROL
 AB0651  ___________________________________________________________________
 AB0651* NAD 83(1986)-  26 08 00.     (N)    097 31 20.     (W)     SCALED    
 AB0651* NAVD 88     -         8.635  (meters)      28.33   (feet)  ADJUSTED  
 AB0651  ___________________________________________________________________
 AB0651  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 AB0651  DYNAMIC HT  -           8.621 (meters)      28.28  (feet)  COMP
 AB0651  MODELED GRAV-     979,043.2   (mgal)                       NAVD 88
 AB0651
 AB0651  VERT ORDER  -  SECOND    CLASS 0
 AB0651
 AB0651.The horizontal coordinates were scaled from a topographic map and have
 AB0651.an estimated accuracy of +/- 6 seconds.
 AB0651
 AB0651.The orthometric height was determined by differential leveling
 AB0651.and adjusted by the National Geodetic Survey in June 1991..
 AB0651
 AB0651.The geoid height was determined by GEOID03.
 AB0651
 AB0651.The dynamic height is computed by dividing the NAVD 88
 AB0651.geopotential number by the normal gravity value computed on the
 AB0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0651.degrees latitude (g = 980.6199 gals.).
 AB0651
 AB0651.The modeled gravity was interpolated from observed gravity values.
 AB0651
 AB0651;                    North         East    Units  Estimated Accuracy
 AB0651;SPC TX S     - 5,052,080.      397,780.      MT  (+/- 180 meters Scaled)
 AB0651
 AB0651                          SUPERSEDED SURVEY CONTROL
 AB0651
 AB0651  NGVD 29 (??/??/92)    8.744  (m)           28.69   (f) ADJ UNCH    2 0
 AB0651
 AB0651.Superseded values are not recommended for survey control.
 AB0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0651.See file dsdata.txt to determine how the superseded data were derived.
 AB0651
 AB0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP477912(NAD 83)
 AB0651_MARKER: DD = SURVEY DISK
 AB0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0651_SP_SET: CULVERT
 AB0651_STAMPING: G 20 28.61
 AB0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0651
 AB0651  HISTORY     - Date     Condition        Report By
 AB0651  HISTORY     - UNK      MONUMENTED       TX-061
 AB0651  HISTORY     - 1942     GOOD             NGS
 AB0651  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0651  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0651
 AB0651                          STATION DESCRIPTION
 AB0651
 AB0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0651'7.6 MI E FROM SAN BENITO.
 AB0651'7.6 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0651'BENITO, CAMERON COUTNY, 5.8 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0651'TO BAYVIEW.  0.3 MILE EAST OF A CURVE, 0.3 MILE WEST OF A ROAD
 AB0651'INTERSECTION, 30 FEET NORTH OF AND 3 FEET HIGHER THAN THE CENTERLINE
 AB0651'OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF
 AB0651'THE NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED G 20
 AB0651'28.61.
 AB0651
 AB0651                          STATION RECOVERY (1987)
 AB0651
 AB0651'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0651'MARK NOT FOUND.
 AB0651
 AB0651                          STATION RECOVERY (1987)
 AB0651
 AB0651'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0383 ***********************************************************************
 EN0383  DESIGNATION -  G 20
 EN0383  PID         -  EN0383
 EN0383  STATE/COUNTY-  TX/RANDALL
 EN0383  USGS QUAD   -  CANYON (1984)
 EN0383
 EN0383                         *CURRENT SURVEY CONTROL
 EN0383  ___________________________________________________________________
 EN0383* NAD 83(1986)-  34 58 58.     (N)    101 58 05.     (W)     SCALED    
 EN0383* NAVD 88     -      1093.591  (meters)    3587.89   (feet)  POSTED    
 EN0383  ___________________________________________________________________
 EN0383  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 EN0383  DYNAMIC HT  -        1092.260 (meters)    3583.52  (feet)  COMP
 EN0383  MODELED GRAV-     979,380.0   (mgal)                       NAVD 88
 EN0383
 EN0383  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EN0383
 EN0383.The horizontal coordinates were scaled from a topographic map and have
 EN0383.an estimated accuracy of +/- 6 seconds.
 EN0383
 EN0383.The orthometric height was determined by differential leveling
 EN0383.and adjusted by the National Geodetic Survey in 1992..
 EN0383.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EN0383.rate of 3.1 thru 4.0 mm/km.
 EN0383
 EN0383.The geoid height was determined by GEOID03.
 EN0383
 EN0383.The dynamic height is computed by dividing the NAVD 88
 EN0383.geopotential number by the normal gravity value computed on the
 EN0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0383.degrees latitude (g = 980.6199 gals.).
 EN0383
 EN0383.The modeled gravity was interpolated from observed gravity values.
 EN0383
 EN0383;                    North         East    Units  Estimated Accuracy
 EN0383;SPC TX N     - 1,109,130.      157,270.      MT  (+/- 180 meters Scaled)
 EN0383
 EN0383                          SUPERSEDED SURVEY CONTROL
 EN0383
 EN0383  NGVD 29 (??/??/92) 1093.098  (m)         3586.27   (f) ADJ UNCH    1 2
 EN0383
 EN0383.Superseded values are not recommended for survey control.
 EN0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0383.See file dsdata.txt to determine how the superseded data were derived.
 EN0383
 EN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD290751(NAD 83)
 EN0383_MARKER: B = BOLT
 EN0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0383_SP_SET: BRIDGE
 EN0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0383
 EN0383  HISTORY     - Date     Condition        Report By
 EN0383  HISTORY     - UNK      MONUMENTED       CGS
 EN0383  HISTORY     - 1958     GOOD             NGS
 EN0383  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0383  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0383
 EN0383                          STATION DESCRIPTION
 EN0383
 EN0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0383'1.85 MI W FROM CANYON.
 EN0383'ABOUT 1.85 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EN0383'THE STATION CANYON, 9 1/2 TELEPHONE POLES WEST OF MILE POST 572, IN
 EN0383'THE TOP OF THE EAST END OF THE NORTH RETAINING WALL OF A LARGE
 EN0383'CONCRETE BRIDGE, 14 FEET NORTH OF THE NEAR RAIL, AND ABOUT 6 FEET
 EN0383'BELOW THE TRACK.
 EN0383
 EN0383                          STATION RECOVERY (1980)
 EN0383
 EN0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0383'MARK NOT FOUND.
 EN0383
 EN0383                          STATION RECOVERY (1984)
 EN0383
 EN0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0383'NOTE=THERE IS NEW CONCRETE ON TOP OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0056 ***********************************************************************
 BN0056  DESIGNATION -  G 200
 BN0056  PID         -  BN0056
 BN0056  STATE/COUNTY-  TX/BURNET
 BN0056  USGS QUAD   -  BERTRAM (1986)
 BN0056
 BN0056                         *CURRENT SURVEY CONTROL
 BN0056  ___________________________________________________________________
 BN0056* NAD 83(1986)-  30 44 52.     (N)    098 04 04.     (W)     SCALED    
 BN0056* NAVD 88     -       389.841  (meters)    1279.00   (feet)  ADJUSTED  
 BN0056  ___________________________________________________________________
 BN0056  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 BN0056  DYNAMIC HT  -         389.314 (meters)    1277.27  (feet)  COMP
 BN0056  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 BN0056
 BN0056  VERT ORDER  -  SECOND    CLASS 0
 BN0056
 BN0056.The horizontal coordinates were scaled from a topographic map and have
 BN0056.an estimated accuracy of +/- 6 seconds.
 BN0056
 BN0056.The orthometric height was determined by differential leveling
 BN0056.and adjusted by the National Geodetic Survey in June 1991..
 BN0056
 BN0056.The geoid height was determined by GEOID03.
 BN0056
 BN0056.The dynamic height is computed by dividing the NAVD 88
 BN0056.geopotential number by the normal gravity value computed on the
 BN0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0056.degrees latitude (g = 980.6199 gals.).
 BN0056
 BN0056.The modeled gravity was interpolated from observed gravity values.
 BN0056
 BN0056;                    North         East    Units  Estimated Accuracy
 BN0056;SPC TX C     - 3,122,060.      916,900.      MT  (+/- 180 meters Scaled)
 BN0056
 BN0056                          SUPERSEDED SURVEY CONTROL
 BN0056
 BN0056  NGVD 29 (??/??/92)  389.757  (m)         1278.73   (f) ADJ UNCH    2 0
 BN0056
 BN0056.Superseded values are not recommended for survey control.
 BN0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0056.See file dsdata.txt to determine how the superseded data were derived.
 BN0056
 BN0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV892020(NAD 83)
 BN0056_MARKER: DB = BENCH MARK DISK
 BN0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0056_STAMPING: G-200 1933
 BN0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0056+STABILITY: SURFACE MOTION
 BN0056
 BN0056  HISTORY     - Date     Condition        Report By
 BN0056  HISTORY     - 1933     MONUMENTED       CGS
 BN0056  HISTORY     - 1967     GOOD             NGS
 BN0056  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 BN0056
 BN0056                          STATION DESCRIPTION
 BN0056
 BN0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0056'0.9 MI W FROM BERTRAM.
 BN0056'ALONG TEXAS AND NEW ORLEANS RAILROAD, AT MILEPOST 50, 47 FEET NORTH OF
 BN0056'CENTER OF TRACK, MONUMENT 2 FEET SOUTH OF RIGHT OF WAY FENCE.
 BN0056
 BN0056                          STATION RECOVERY (1967)
 BN0056
 BN0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BN0056'RECOVERED IN GOOD CONDITION.
 BN0056
 BN0056                          STATION RECOVERY (2002)
 BN0056
 BN0056'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0613 ***********************************************************************
 BM0613  DESIGNATION -  G 201
 BM0613  PID         -  BM0613
 BM0613  STATE/COUNTY-  TX/TRAVIS
 BM0613  USGS QUAD   -  AUSTIN EAST (1988)
 BM0613
 BM0613                         *CURRENT SURVEY CONTROL
 BM0613  ___________________________________________________________________
 BM0613* NAD 83(1986)-  30 22 23.     (N)    097 43 22.     (W)     SCALED    
 BM0613* NAVD 88     -       225.15   (+/-2cm)     738.7    (feet)  VERTCON   
 BM0613  ___________________________________________________________________
 BM0613  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM0613
 BM0613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0613
 BM0613.The horizontal coordinates were scaled from a topographic map and have
 BM0613.an estimated accuracy of +/- 6 seconds.
 BM0613
 BM0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0613.The vertical order pertains to the NGVD 29 superseded value.
 BM0613
 BM0613.The geoid height was determined by GEOID03.
 BM0613
 BM0613;                    North         East    Units  Estimated Accuracy
 BM0613;SPC TX C     - 3,081,250.      950,900.      MT  (+/- 180 meters Scaled)
 BM0613
 BM0613                          SUPERSEDED SURVEY CONTROL
 BM0613
 BM0613  NGVD 29 (??/??/92)  225.066  (m)          738.40   (f) ADJ UNCH    2 0
 BM0613
 BM0613.Superseded values are not recommended for survey control.
 BM0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0613.See file dsdata.txt to determine how the superseded data were derived.
 BM0613
 BM0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU227608(NAD 83)
 BM0613_MARKER: DB = BENCH MARK DISK
 BM0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0613_STAMPING: G-201 1933
 BM0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0613+STABILITY: SURFACE MOTION
 BM0613
 BM0613  HISTORY     - Date     Condition        Report By
 BM0613  HISTORY     - 1933     MONUMENTED       CGS
 BM0613  HISTORY     - 1968     MARK NOT FOUND   USGS
 BM0613  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0613  HISTORY     - 19980809 MARK NOT FOUND   USPSQD
 BM0613
 BM0613                          STATION DESCRIPTION
 BM0613
 BM0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0613'6.7 MI SE FROM MCNEIL.
 BM0613'ALONG TEXAS AND NEW ORLEANS RAILROAD, 525 FEET SOUTHEAST OF MILEPOST
 BM0613'10, AT CATTLE GUARD 9-C, 38 FEET SOUTHWEST OF CENTER OF TRACK, 37 FEET
 BM0613'NORTHWEST OF CENTERLINE OF CROSS ROAD, IN CORNER OF RIGHT OF WAY
 BM0613'FENCE.  NOTE-- RD. WORK IN AREA.
 BM0613
 BM0613                          STATION RECOVERY (1968)
 BM0613
 BM0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BM0613'MARK NOT FOUND.
 BM0613
 BM0613                          STATION RECOVERY (1980)
 BM0613
 BM0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0613'SEARCHED FOR, NOT RECOVERED.
 BM0613
 BM0613                          STATION RECOVERY (1998)
 BM0613
 BM0613'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0081 ***********************************************************************
 BN0081  DESIGNATION -  G 202
 BN0081  PID         -  BN0081
 BN0081  STATE/COUNTY-  TX/HAYS
 BN0081  USGS QUAD   -  HENLY (1986)
 BN0081
 BN0081                         *CURRENT SURVEY CONTROL
 BN0081  ___________________________________________________________________
 BN0081* NAD 83(1986)-  30 12 07.     (N)    098 09 17.     (W)     SCALED    
 BN0081* NAVD 88     -       399.209  (meters)    1309.74   (feet)  ADJUSTED  
 BN0081  ___________________________________________________________________
 BN0081  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 BN0081  DYNAMIC HT  -         398.651 (meters)    1307.91  (feet)  COMP
 BN0081  MODELED GRAV-     979,230.4   (mgal)                       NAVD 88
 BN0081
 BN0081  VERT ORDER  -  SECOND    CLASS 0
 BN0081
 BN0081.The horizontal coordinates were scaled from a topographic map and have
 BN0081.an estimated accuracy of +/- 6 seconds.
 BN0081
 BN0081.The orthometric height was determined by differential leveling
 BN0081.and adjusted by the National Geodetic Survey in June 1991..
 BN0081
 BN0081.The geoid height was determined by GEOID03.
 BN0081
 BN0081.The dynamic height is computed by dividing the NAVD 88
 BN0081.geopotential number by the normal gravity value computed on the
 BN0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0081.degrees latitude (g = 980.6199 gals.).
 BN0081
 BN0081.The modeled gravity was interpolated from observed gravity values.
 BN0081
 BN0081;                    North         East    Units  Estimated Accuracy
 BN0081;SPC TXSC     - 4,262,810.      681,390.      MT  (+/- 180 meters Scaled)
 BN0081
 BN0081                          SUPERSEDED SURVEY CONTROL
 BN0081
 BN0081  NGVD 29 (??/??/92)  399.113  (m)         1309.42   (f) ADJ UNCH    2 0
 BN0081
 BN0081.Superseded values are not recommended for survey control.
 BN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0081.See file dsdata.txt to determine how the superseded data were derived.
 BN0081
 BN0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU813414(NAD 83)
 BN0081_MARKER: DB = BENCH MARK DISK
 BN0081_SETTING: 66 = SET IN ROCK OUTCROP
 BN0081_SP_SET: ROCK LEDGE
 BN0081_STAMPING: G 202 1933
 BN0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0081+STABILITY: POSITION/ELEVATION WELL
 BN0081
 BN0081  HISTORY     - Date     Condition        Report By
 BN0081  HISTORY     - 1933     MONUMENTED       CGS
 BN0081  HISTORY     - 1963     GOOD             USGS
 BN0081  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0081  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 BN0081
 BN0081                          STATION DESCRIPTION
 BN0081
 BN0081'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BN0081'4.3 MI W FROM DRIPPING SPRINGS.
 BN0081'4.35 MILES WEST ALONG U.S. HIGHWAY 290 FROM JUNCTION WITH RANCH ROAD
 BN0081'12 AT DRIPPING SPRINGS, HAYS COUNTY.  480 FEET NW. OF JUNCTION WITH
 BN0081'DRIVEWAY LEADING WEST TO A STONE HOUSE.  230 FEET NW. OF THE CENTER
 BN0081'LINE OF THE HIGHWAY.  150 FEET NW. OF THE DRIVEWAY.  ABOUT 200 FEET
 BN0081'NE. OF THE HOUSE.  UNDER SE. EDGE OF A LIVE OAK TREE.  IN ROCK LEDGE.
 BN0081'A STANDARD DISK STAMPED G 202 1933.
 BN0081
 BN0081                          STATION RECOVERY (1990)
 BN0081
 BN0081'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0081'MARK NOT FOUND.
 BN0081
 BN0081                          STATION RECOVERY (1999)
 BN0081
 BN0081'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0418 ***********************************************************************
 BZ0418  DESIGNATION -  G 204
 BZ0418  PID         -  BZ0418
 BZ0418  STATE/COUNTY-  TX/LEON
 BZ0418  USGS QUAD   -  JEWETT (1982)
 BZ0418
 BZ0418                         *CURRENT SURVEY CONTROL
 BZ0418  ___________________________________________________________________
 BZ0418* NAD 83(1986)-  31 18 26.     (N)    096 08 22.     (W)     SCALED    
 BZ0418* NAVD 88     -       140.75   (+/-2cm)     461.8    (feet)  VERTCON   
 BZ0418  ___________________________________________________________________
 BZ0418  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BZ0418
 BZ0418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0418
 BZ0418.The horizontal coordinates were scaled from a topographic map and have
 BZ0418.an estimated accuracy of +/- 6 seconds.
 BZ0418
 BZ0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0418.The vertical order pertains to the NGVD 29 superseded value.
 BZ0418
 BZ0418.The geoid height was determined by GEOID03.
 BZ0418
 BZ0418;                    North         East    Units  Estimated Accuracy
 BZ0418;SPC TX C     - 3,189,390.    1,099,110.      MT  (+/- 180 meters Scaled)
 BZ0418
 BZ0418                          SUPERSEDED SURVEY CONTROL
 BZ0418
 BZ0418  NGVD 29 (??/??/92)  140.725  (m)          461.70   (f) ADJ UNCH    2 0
 BZ0418
 BZ0418.Superseded values are not recommended for survey control.
 BZ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0418.See file dsdata.txt to determine how the superseded data were derived.
 BZ0418
 BZ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV722671(NAD 83)
 BZ0418_MARKER: DB = BENCH MARK DISK
 BZ0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0418_STAMPING: 461.676 G 204 1933
 BZ0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0418+STABILITY: SURFACE MOTION
 BZ0418
 BZ0418  HISTORY     - Date     Condition        Report By
 BZ0418  HISTORY     - 1933     MONUMENTED       CGS
 BZ0418  HISTORY     - 1965     GOOD             USGS
 BZ0418
 BZ0418                          STATION DESCRIPTION
 BZ0418
 BZ0418'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BZ0418'4.2 MI N FROM CONCORD.
 BZ0418'4.2 MI. N ALONG THE BURLINGTON- ROCK ISLAND RR FROM CONCORD, LEON CO.,
 BZ0418'175 FT. NORTH OF MILEPOST 180, 52 FT. NORTH EAST OF THE CENTERLINE OF
 BZ0418'THE TRACK, 3 FT. SW OF THE R.O.W. FENCE A STANDARD DISK SET IN A
 BZ0418'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1661 ***********************************************************************
 BL1661  DESIGNATION -  G 205
 BL1661  PID         -  BL1661
 BL1661  STATE/COUNTY-  TX/MADISON
 BL1661  USGS QUAD   -  CONNOR (1962)
 BL1661
 BL1661                         *CURRENT SURVEY CONTROL
 BL1661  ___________________________________________________________________
 BL1661* NAD 83(1986)-  30 55 12.     (N)    095 48 58.     (W)     SCALED    
 BL1661* NAVD 88     -        79.67   (+/-2cm)     261.4    (feet)  VERTCON   
 BL1661  ___________________________________________________________________
 BL1661  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BL1661
 BL1661  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1661
 BL1661.The horizontal coordinates were scaled from a topographic map and have
 BL1661.an estimated accuracy of +/- 6 seconds.
 BL1661
 BL1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1661.The vertical order pertains to the NGVD 29 superseded value.
 BL1661
 BL1661.The geoid height was determined by GEOID03.
 BL1661
 BL1661;                    North         East    Units  Estimated Accuracy
 BL1661;SPC TX C     - 3,147,700.    1,131,600.      MT  (+/- 180 meters Scaled)
 BL1661
 BL1661                          SUPERSEDED SURVEY CONTROL
 BL1661
 BL1661  NGVD 29 (??/??/92)   79.672  (m)          261.39   (f) ADJ UNCH    2 0
 BL1661
 BL1661.Superseded values are not recommended for survey control.
 BL1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1661.See file dsdata.txt to determine how the superseded data were derived.
 BL1661
 BL1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ308241(NAD 83)
 BL1661_MARKER: DB = BENCH MARK DISK
 BL1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1661_STAMPING: G 205 1933
 BL1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1661+STABILITY: SURFACE MOTION
 BL1661
 BL1661  HISTORY     - Date     Condition        Report By
 BL1661  HISTORY     - 1933     MONUMENTED       CGS
 BL1661  HISTORY     - 1947     GOOD             NGS
 BL1661  HISTORY     - 1962     POOR             USGS
 BL1661
 BL1661                          STATION DESCRIPTION
 BL1661
 BL1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1661'6.45 MI SE FROM MADISONVILLE.
 BL1661'6.45 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75 FROM THE MADISONVILLE
 BL1661'HIGH SCHOOL AT MADISONVILLE, AT THE TOP OF A HILL, 382.0 FEET
 BL1661'SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES OF THE HIGHWAY AND
 BL1661'DIRT ROAD LEADING EAST, 45.5 FEET SOUTHWEST OF THE CENTER OF THE
 BL1661'HIGHWAY, 4.5 FEET NORTHEAST OF THE SOUTHWEST RIGHT OF WAY FENCE, 2.0
 BL1661'FEET NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 BL1661'SAME ELEVATION AS THE HIGHWAY AND PROJECTING 0.3 FOOT.
 BL1661
 BL1661                          STATION RECOVERY (1962)
 BL1661
 BL1661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BL1661'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1648 ***********************************************************************
 BL1648  DESIGNATION -  G 206
 BL1648  PID         -  BL1648
 BL1648  STATE/COUNTY-  TX/GRIMES
 BL1648  USGS QUAD   -  SINGLETON (1961)
 BL1648
 BL1648                         *CURRENT SURVEY CONTROL
 BL1648  ___________________________________________________________________
 BL1648* NAD 83(1986)-  30 39 07.     (N)    095 57 28.     (W)     SCALED    
 BL1648* NAVD 88     -       102.01   (+/-2cm)     334.7    (feet)  VERTCON   
 BL1648  ___________________________________________________________________
 BL1648  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BL1648
 BL1648  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1648
 BL1648.The horizontal coordinates were scaled from a topographic map and have
 BL1648.an estimated accuracy of +/- 6 seconds.
 BL1648
 BL1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1648.The vertical order pertains to the NGVD 29 superseded value.
 BL1648
 BL1648.The geoid height was determined by GEOID03.
 BL1648
 BL1648;                    North         East    Units  Estimated Accuracy
 BL1648;SPC TX C     - 3,117,470.    1,119,240.      MT  (+/- 180 meters Scaled)
 BL1648
 BL1648                          SUPERSEDED SURVEY CONTROL
 BL1648
 BL1648  NGVD 29 (??/??/92)  101.990  (m)          334.61   (f) ADJ UNCH    2 0
 BL1648
 BL1648.Superseded values are not recommended for survey control.
 BL1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1648.See file dsdata.txt to determine how the superseded data were derived.
 BL1648
 BL1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP165947(NAD 83)
 BL1648_MARKER: DB = BENCH MARK DISK
 BL1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1648_STAMPING: G 206 1933
 BL1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1648+STABILITY: SURFACE MOTION
 BL1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1648+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 BL1648
 BL1648  HISTORY     - Date     Condition        Report By
 BL1648  HISTORY     - 1933     MONUMENTED       CGS
 BL1648  HISTORY     - 1954     GOOD             NGS
 BL1648  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1648  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1648  HISTORY     - 20041014 GOOD             USPSQD
 BL1648
 BL1648                          STATION DESCRIPTION
 BL1648
 BL1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BL1648'IN SINGLETON.
 BL1648'ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD 450 FEET SOUTHEAST
 BL1648'OF RAILROAD DEPOT, 150 FEET SOUTHEAST OF CROSSING, 40 FEET SOUTHWEST
 BL1648'OF CENTER OF TRACK.
 BL1648
 BL1648                          STATION RECOVERY (1954)
 BL1648
 BL1648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1648'RECOVERED IN GOOD CONDITION.
 BL1648
 BL1648                          STATION RECOVERY (1994)
 BL1648
 BL1648'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1648'MARK NOT FOUND.
 BL1648
 BL1648                          STATION RECOVERY (1999)
 BL1648
 BL1648'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1648'MARK NOT FOUND.
 BL1648
 BL1648                          STATION RECOVERY (2004)
 BL1648
 BL1648'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1648'ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0098 ***********************************************************************
 BM0098  DESIGNATION -  G 207
 BM0098  PID         -  BM0098
 BM0098  STATE/COUNTY-  TX/WASHINGTON
 BM0098  USGS QUAD   -  DANIELS (1989)
 BM0098
 BM0098                         *CURRENT SURVEY CONTROL
 BM0098  ___________________________________________________________________
 BM0098* NAD 83(1986)-  30 07 46.     (N)    096 13 32.     (W)     SCALED    
 BM0098* NAVD 88     -        91.11   (+/-2cm)     298.9    (feet)  VERTCON   
 BM0098  ___________________________________________________________________
 BM0098  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BM0098
 BM0098  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0098
 BM0098.The horizontal coordinates were scaled from a topographic map and have
 BM0098.an estimated accuracy of +/- 6 seconds.
 BM0098
 BM0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0098.The vertical order pertains to the NGVD 29 superseded value.
 BM0098
 BM0098.The geoid height was determined by GEOID03.
 BM0098
 BM0098;                    North         East    Units  Estimated Accuracy
 BM0098;SPC TX C     - 3,058,610.    1,095,740.      MT  (+/- 180 meters Scaled)
 BM0098
 BM0098                          SUPERSEDED SURVEY CONTROL
 BM0098
 BM0098  NGVD 29 (??/??/92)   91.082  (m)          298.82   (f) ADJ UNCH    2 0
 BM0098
 BM0098.Superseded values are not recommended for survey control.
 BM0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0098.See file dsdata.txt to determine how the superseded data were derived.
 BM0098
 BM0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU672363(NAD 83)
 BM0098_MARKER: DB = BENCH MARK DISK
 BM0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0098_STAMPING: G 207 1933 298.822
 BM0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0098+STABILITY: SURFACE MOTION
 BM0098
 BM0098  HISTORY     - Date     Condition        Report By
 BM0098  HISTORY     - 1933     MONUMENTED       CGS
 BM0098  HISTORY     - 1954     GOOD             NGS
 BM0098  HISTORY     - 19910622 MARK NOT FOUND   USPSQD
 BM0098  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0098
 BM0098                          STATION DESCRIPTION
 BM0098
 BM0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0098'1.5 MI E FROM CHAPEL HILL.
 BM0098'1.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0098'STATION SIGN AT CHAPEL HILL, 48 FEET NORTHEAST OF THE CENTER OF A ROAD
 BM0098'CROSSING, 35 FEET NORTH OF THE NORTH RAIL, 1.6 FEET SOUTH OF A FENCE,
 BM0098'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BM0098'WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 BM0098
 BM0098                          STATION RECOVERY (1991)
 BM0098
 BM0098'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0098'MARK NOT FOUND.
 BM0098
 BM0098                          STATION RECOVERY (1994)
 BM0098
 BM0098'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0321 ***********************************************************************
 BM0321  DESIGNATION -  G 208
 BM0321  PID         -  BM0321
 BM0321  STATE/COUNTY-  TX/BURLESON
 BM0321  USGS QUAD   -  CALDWELL (1989)
 BM0321
 BM0321                         *CURRENT SURVEY CONTROL
 BM0321  ___________________________________________________________________
 BM0321* NAD 83(1986)-  30 32 03.     (N)    096 43 21.     (W)     SCALED    
 BM0321* NAVD 88     -       121.59   (+/-2cm)     398.9    (feet)  VERTCON   
 BM0321  ___________________________________________________________________
 BM0321  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BM0321
 BM0321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0321
 BM0321.The horizontal coordinates were scaled from a topographic map and have
 BM0321.an estimated accuracy of +/- 6 seconds.
 BM0321
 BM0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0321.The vertical order pertains to the NGVD 29 superseded value.
 BM0321
 BM0321.The geoid height was determined by GEOID03.
 BM0321
 BM0321;                    North         East    Units  Estimated Accuracy
 BM0321;SPC TX C     - 3,101,790.    1,046,430.      MT  (+/- 180 meters Scaled)
 BM0321
 BM0321                          SUPERSEDED SURVEY CONTROL
 BM0321
 BM0321  NGVD 29 (??/??/92)  121.544  (m)          398.77   (f) ADJ UNCH    2 0
 BM0321
 BM0321.Superseded values are not recommended for survey control.
 BM0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0321.See file dsdata.txt to determine how the superseded data were derived.
 BM0321
 BM0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU185801(NAD 83)
 BM0321_MARKER: DB = BENCH MARK DISK
 BM0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0321_STAMPING: G-208 1934
 BM0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0321+STABILITY: SURFACE MOTION
 BM0321
 BM0321  HISTORY     - Date     Condition        Report By
 BM0321  HISTORY     - 1934     MONUMENTED       CGS
 BM0321  HISTORY     - 1960     MARK NOT FOUND   USGS
 BM0321
 BM0321                          STATION DESCRIPTION
 BM0321
 BM0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0321'1.5 MI NW FROM CALDWELL.
 BM0321'1.5 MILES NORTHWEST OF, ALONG GULF COLORADO AND SANTA FE RAILROAD.
 BM0321'ABOUT 472 YARDS NORTH OF MILE POST 159, 102 FEET SOUTHWEST OF CENTER
 BM0321'OF TRACK, IN SOUTH CORNER OF PASTURE.
 BM0321
 BM0321                          STATION RECOVERY (1960)
 BM0321
 BM0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BM0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0017 ***********************************************************************
 AX0017  DESIGNATION -  G 209
 AX0017  PID         -  AX0017
 AX0017  STATE/COUNTY-  TX/AUSTIN
 AX0017  USGS QUAD   -  SEALY (1981)
 AX0017
 AX0017                         *CURRENT SURVEY CONTROL
 AX0017  ___________________________________________________________________
 AX0017* NAD 83(1986)-  29 46 44.     (N)    096 09 41.     (W)     SCALED    
 AX0017* NAVD 88     -        61.40   (+/-2cm)     201.4    (feet)  VERTCON   
 AX0017  ___________________________________________________________________
 AX0017  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0017
 AX0017  VERT ORDER  -  THIRD (See Below)
 AX0017
 AX0017.The horizontal coordinates were scaled from a topographic map and have
 AX0017.an estimated accuracy of +/- 6 seconds.
 AX0017
 AX0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0017.The vertical order pertains to the NGVD 29 superseded value.
 AX0017
 AX0017.The geoid height was determined by GEOID03.
 AX0017
 AX0017;                    North         East    Units  Estimated Accuracy
 AX0017;SPC TXSC     - 4,218,950.      874,440.      MT  (+/- 180 meters Scaled)
 AX0017
 AX0017                          SUPERSEDED SURVEY CONTROL
 AX0017
 AX0017  NGVD 29 (??/??/??)   61.38   (m)          201.4    (f) RESET       3  
 AX0017
 AX0017.Superseded values are not recommended for survey control.
 AX0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0017.See file dsdata.txt to determine how the superseded data were derived.
 AX0017
 AX0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT744976(NAD 83)
 AX0017_MARKER: DB = BENCH MARK DISK
 AX0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0017_SP_SET: STEP RUNNER
 AX0017_STAMPING: G 209 1933 201.437
 AX0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0017
 AX0017  HISTORY     - Date     Condition        Report By
 AX0017  HISTORY     - 1933     MONUMENTED       CGS
 AX0017  HISTORY     - 1959     GOOD             NGS
 AX0017  HISTORY     - 1973     MARK NOT FOUND   NGS
 AX0017  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0017  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0017  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 AX0017
 AX0017                          STATION DESCRIPTION
 AX0017
 AX0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX0017'0.45 MI SW FROM SEALY.
 AX0017'ABOUT 0.3 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0017'STATION AT SEALY, THENCE ABOUT 0.15 MILE SOUTH ALONG HARDEMON STREET,
 AX0017'AT THE SOUTH ENTRANCE TO THE ABANDONED SEALY HIGH SCHOOL, IN THE TOP
 AX0017'OF THE CONCRETE STEP RUNNER, 5 FEET EAST OF THE CENTER OF THE SOUTH
 AX0017'ENTRANCE, AND ABOUT 1.4 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 AX0017
 AX0017                          STATION RECOVERY (1973)
 AX0017
 AX0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AX0017'MARK NOT FOUND.
 AX0017
 AX0017                          STATION RECOVERY (1991)
 AX0017
 AX0017'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0017'MARK NOT FOUND.
 AX0017
 AX0017                          STATION RECOVERY (1999)
 AX0017
 AX0017'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0017'MARK NOT FOUND.
 AX0017
 AX0017                          STATION RECOVERY (2004)
 AX0017
 AX0017'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0077 ***********************************************************************
 CD0077  DESIGNATION -  G 21
 CD0077  PID         -  CD0077
 CD0077  STATE/COUNTY-  TX/REEVES
 CD0077  USGS QUAD   -  SCREW BEAN DRAW NE (1973)
 CD0077
 CD0077                         *CURRENT SURVEY CONTROL
 CD0077  ___________________________________________________________________
 CD0077* NAD 83(1986)-  31 58 27.     (N)    104 00 13.     (W)     SCALED    
 CD0077* NAVD 88     -       875.637  (meters)    2872.82   (feet)  POSTED    
 CD0077  ___________________________________________________________________
 CD0077  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CD0077  DYNAMIC HT  -         874.350 (meters)    2868.60  (feet)  COMP
 CD0077  MODELED GRAV-     979,143.2   (mgal)                       NAVD 88
 CD0077
 CD0077  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CD0077
 CD0077.The horizontal coordinates were scaled from a topographic map and have
 CD0077.an estimated accuracy of +/- 6 seconds.
 CD0077
 CD0077.The orthometric height was determined by differential leveling
 CD0077.and adjusted by the National Geodetic Survey in 1992..
 CD0077.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CD0077.rate of 1.1 thru 2.0 mm/km.
 CD0077
 CD0077.The geoid height was determined by GEOID03.
 CD0077
 CD0077.The dynamic height is computed by dividing the NAVD 88
 CD0077.geopotential number by the normal gravity value computed on the
 CD0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0077.degrees latitude (g = 980.6199 gals.).
 CD0077
 CD0077.The modeled gravity was interpolated from observed gravity values.
 CD0077
 CD0077;                    North         East    Units  Estimated Accuracy
 CD0077;SPC TX C     - 3,261,540.      353,140.      MT  (+/- 180 meters Scaled)
 CD0077
 CD0077                          SUPERSEDED SURVEY CONTROL
 CD0077
 CD0077.No superseded survey control is available for this station.
 CD0077
 CD0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER941380(NAD 83)
 CD0077_MARKER: X = CHISELED CROSS
 CD0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0077_SP_SET: MILEPOST
 CD0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0077
 CD0077  HISTORY     - Date     Condition        Report By
 CD0077  HISTORY     - UNK      MONUMENTED       CGS
 CD0077  HISTORY     - 1957     MARK NOT FOUND   NGS
 CD0077
 CD0077                          STATION DESCRIPTION
 CD0077
 CD0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CD0077'4.4 MI N FROM ANGELES.
 CD0077'ABOUT 4.4 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CD0077'ANGELES, REEVES COUNTY, AND ON THE TOP OF MILEPOST 219.  A CHISELED
 CD0077'CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0680 ***********************************************************************
 AX0680  DESIGNATION -  G 210
 AX0680  PID         -  AX0680
 AX0680  STATE/COUNTY-  TX/LAVACA
 AX0680  USGS QUAD   -  SUBLIME (1981)
 AX0680
 AX0680                         *CURRENT SURVEY CONTROL
 AX0680  ___________________________________________________________________
 AX0680* NAD 83(1986)-  29 28 21.     (N)    096 48 45.     (W)     SCALED    
 AX0680* NAVD 88     -        57.72   (+/-2cm)     189.4    (feet)  VERTCON   
 AX0680  ___________________________________________________________________
 AX0680  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0680
 AX0680  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0680
 AX0680.The horizontal coordinates were scaled from a topographic map and have
 AX0680.an estimated accuracy of +/- 6 seconds.
 AX0680
 AX0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0680.The vertical order pertains to the NGVD 29 superseded value.
 AX0680
 AX0680.The geoid height was determined by GEOID03.
 AX0680
 AX0680;                    North         East    Units  Estimated Accuracy
 AX0680;SPC TXSC     - 4,183,650.      812,130.      MT  (+/- 180 meters Scaled)
 AX0680
 AX0680                          SUPERSEDED SURVEY CONTROL
 AX0680
 AX0680  NGVD 29 (??/??/92)   57.720  (m)          189.37   (f) ADJ UNCH    2 0
 AX0680
 AX0680.Superseded values are not recommended for survey control.
 AX0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0680.See file dsdata.txt to determine how the superseded data were derived.
 AX0680
 AX0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT121623(NAD 83)
 AX0680_MARKER: DB = BENCH MARK DISK
 AX0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0680_SP_SET: PIER
 AX0680_STAMPING: G 210 1934
 AX0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0680
 AX0680  HISTORY     - Date     Condition        Report By
 AX0680  HISTORY     - 1934     MONUMENTED       CGS
 AX0680  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0680
 AX0680                          STATION DESCRIPTION
 AX0680
 AX0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0680'8.25 MI SE FROM SUBLIME.
 AX0680'SUBLIME, LAVACA COUNTY, 1.05 MI. SW OF ALONG ABANDONED RAILROAD, WHERE
 AX0680'RAILROAD CROSSED NAVIDAD RIVER, 7.2 FT. SE OF CENTERLINE OF RAILROAD
 AX0680'GRADE, ON TOP OF SE END OF THE NE PIER.  A STANDARD DISK STAMPED G 210
 AX0680'1934.  NOTE-- TRACK AND BRIDGE HAS BEEN REMOVED, THE TABLET AND PIER
 AX0680'ARE IN GOOD CONDITION.  TABLET IS ABOUT 10 FT. ABOVE GROUND ON TOP OF
 AX0680'PIER.
 AX0680
 AX0680                          STATION RECOVERY (1997)
 AX0680
 AX0680'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0137 ***********************************************************************
 CB0137  DESIGNATION -  G 211 RESET 1942
 CB0137  PID         -  CB0137
 CB0137  STATE/COUNTY-  TX/TOM GREEN
 CB0137  USGS QUAD   -  CHRISTOVAL (1972)
 CB0137
 CB0137                         *CURRENT SURVEY CONTROL
 CB0137  ___________________________________________________________________
 CB0137* NAD 83(1986)-  31 14 22.     (N)    100 29 05.     (W)     SCALED    
 CB0137* NAVD 88     -       614.41   (+/-2cm)    2015.8    (feet)  VERTCON   
 CB0137  ___________________________________________________________________
 CB0137  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CB0137
 CB0137  VERT ORDER  -  THIRD (See Below)
 CB0137
 CB0137.The horizontal coordinates were scaled from a topographic map and have
 CB0137.an estimated accuracy of +/- 6 seconds.
 CB0137
 CB0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0137.The vertical order pertains to the NGVD 29 superseded value.
 CB0137
 CB0137.The geoid height was determined by GEOID03.
 CB0137
 CB0137;                    North         East    Units  Estimated Accuracy
 CB0137;SPC TX C     - 3,174,360.      685,580.      MT  (+/- 180 meters Scaled)
 CB0137
 CB0137                          SUPERSEDED SURVEY CONTROL
 CB0137
 CB0137  NGVD 29 (??/??/??)  614.22   (m)         2015.2    (f) RESET       3  
 CB0137
 CB0137.Superseded values are not recommended for survey control.
 CB0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0137.See file dsdata.txt to determine how the superseded data were derived.
 CB0137
 CB0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV586570(NAD 83)
 CB0137_MARKER: DB = BENCH MARK DISK
 CB0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0137_SP_SET: CURB
 CB0137_STAMPING: G 211 RESET 1942
 CB0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0137
 CB0137  HISTORY     - Date     Condition        Report By
 CB0137  HISTORY     - 1942     MONUMENTED       TXHD
 CB0137  HISTORY     - 1951     GOOD             NGS
 CB0137
 CB0137                          STATION DESCRIPTION
 CB0137
 CB0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CB0137'3.7 MI N FROM CHRISTOVAL.
 CB0137'3.7 MILES NORTH ALONG U.S. HIGHWAY 277 FROM CHRISTOVAL, TOM GREEN
 CB0137'COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE SOUTH END OF THE
 CB0137'CONCRETE CURB, AND 20 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 CB0137'STANDARD DISK, STAMPED G 211 RESET 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0644 ***********************************************************************
 CA0644  DESIGNATION -  G 212
 CA0644  PID         -  CA0644
 CA0644  STATE/COUNTY-  TX/RUNNELS
 CA0644  USGS QUAD   -  HATCHEL (1987)
 CA0644
 CA0644                         *CURRENT SURVEY CONTROL
 CA0644  ___________________________________________________________________
 CA0644* NAD 83(1986)-  31 45 48.     (N)    099 56 15.     (W)     SCALED    
 CA0644* NAVD 88     -       506.699  (meters)    1662.39   (feet)  ADJUSTED  
 CA0644  ___________________________________________________________________
 CA0644  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 CA0644  DYNAMIC HT  -         506.030 (meters)    1660.20  (feet)  COMP
 CA0644  MODELED GRAV-     979,303.6   (mgal)                       NAVD 88
 CA0644
 CA0644  VERT ORDER  -  SECOND    CLASS 0
 CA0644
 CA0644.The horizontal coordinates were scaled from a topographic map and have
 CA0644.an estimated accuracy of +/- 6 seconds.
 CA0644
 CA0644.The orthometric height was determined by differential leveling
 CA0644.and adjusted by the National Geodetic Survey in June 1991..
 CA0644
 CA0644.The geoid height was determined by GEOID03.
 CA0644
 CA0644.The dynamic height is computed by dividing the NAVD 88
 CA0644.geopotential number by the normal gravity value computed on the
 CA0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0644.degrees latitude (g = 980.6199 gals.).
 CA0644
 CA0644.The modeled gravity was interpolated from observed gravity values.
 CA0644
 CA0644;                    North         East    Units  Estimated Accuracy
 CA0644;SPC TX C     - 3,232,500.      737,500.      MT  (+/- 180 meters Scaled)
 CA0644
 CA0644                          SUPERSEDED SURVEY CONTROL
 CA0644
 CA0644  NGVD 29 (??/??/92)  506.589  (m)         1662.03   (f) ADJ UNCH    2 0
 CA0644
 CA0644.Superseded values are not recommended for survey control.
 CA0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0644.See file dsdata.txt to determine how the superseded data were derived.
 CA0644
 CA0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA112145(NAD 83)
 CA0644_MARKER: DB = BENCH MARK DISK
 CA0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0644_STAMPING: 1661.860 G 212 1934
 CA0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0644+STABILITY: SURFACE MOTION
 CA0644
 CA0644  HISTORY     - Date     Condition        Report By
 CA0644  HISTORY     - 1934     MONUMENTED       CGS
 CA0644  HISTORY     - 1940     GOOD             NGS
 CA0644
 CA0644                          STATION DESCRIPTION
 CA0644
 CA0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0644'2.0 MI N FROM BALLINGER.
 CA0644'2.0 MILES NORTH ALONG THE ABILENE AND SOUTHERN RAILWAY FROM BALLINGER,
 CA0644'100 YARDS NORTH OF MILEPOST 2, 40 FEET SOUTH OF A ROAD CROSSING, 40
 CA0644'FEET EAST OF THE CENTERLINE OF THE TRACK, AND 12 FEET SOUTHWEST OF A
 CA0644'CORNER IN THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 1661.860 G
 CA0644'212 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CA0644
 CA0644                          STATION RECOVERY (1940)
 CA0644
 CA0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CA0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0068 ***********************************************************************
 AX0068  DESIGNATION -  G 212
 AX0068  PID         -  AX0068
 AX0068  STATE/COUNTY-  TX/AUSTIN
 AX0068  USGS QUAD   -  WALLIS (1980)
 AX0068
 AX0068                         *CURRENT SURVEY CONTROL
 AX0068  ___________________________________________________________________
 AX0068* NAD 83(1986)-  29 37 41.     (N)    096 06 00.     (W)     SCALED    
 AX0068* NAVD 88     -        41.67   (+/-2cm)     136.7    (feet)  VERTCON   
 AX0068  ___________________________________________________________________
 AX0068  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0068
 AX0068  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0068
 AX0068.The horizontal coordinates were scaled from a topographic map and have
 AX0068.an estimated accuracy of +/- 6 seconds.
 AX0068
 AX0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0068.The vertical order pertains to the NGVD 29 superseded value.
 AX0068
 AX0068.The geoid height was determined by GEOID03.
 AX0068
 AX0068;                    North         East    Units  Estimated Accuracy
 AX0068;SPC TXSC     - 4,202,390.      880,780.      MT  (+/- 180 meters Scaled)
 AX0068
 AX0068                          SUPERSEDED SURVEY CONTROL
 AX0068
 AX0068  NGVD 29 (??/??/92)   41.661  (m)          136.68   (f) ADJ UNCH    2 0
 AX0068
 AX0068.Superseded values are not recommended for survey control.
 AX0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0068.See file dsdata.txt to determine how the superseded data were derived.
 AX0068
 AX0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT807810(NAD 83)
 AX0068_MARKER: DB = BENCH MARK DISK
 AX0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0068_STAMPING: 136.647 G 212 1934
 AX0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0068+STABILITY: SURFACE MOTION
 AX0068
 AX0068  HISTORY     - Date     Condition        Report By
 AX0068  HISTORY     - 1934     MONUMENTED       CGS
 AX0068  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0068
 AX0068                          STATION DESCRIPTION
 AX0068
 AX0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0068'2.0 MI W FROM WALLIS.
 AX0068'ABOUT 2.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0068'STATION AT WALLIS, AUSTIN COUNTY, ABOUT 200 FEET EAST OF MILEPOST 47,
 AX0068'ABOUT 50 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 3 FEET NORTH
 AX0068'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 136.647 G 212
 AX0068'1934 AND SET IN THE TOP OF A CONCRETE POST.
 AX0068
 AX0068                          STATION RECOVERY (1991)
 AX0068
 AX0068'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1452 ***********************************************************************
 AY1452  DESIGNATION -  G 213
 AY1452  PID         -  AY1452
 AY1452  STATE/COUNTY-  TX/KERR
 AY1452  USGS QUAD   -  WELL HOLLOW (1964)
 AY1452
 AY1452                         *CURRENT SURVEY CONTROL
 AY1452  ___________________________________________________________________
 AY1452* NAD 83(1986)-  29 57 09.     (N)    099 36 15.     (W)     SCALED    
 AY1452* NAVD 88     -       712.096  (meters)    2336.27   (feet)  ADJUSTED  
 AY1452  ___________________________________________________________________
 AY1452  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AY1452  DYNAMIC HT  -         711.043 (meters)    2332.81  (feet)  COMP
 AY1452  MODELED GRAV-     979,139.6   (mgal)                       NAVD 88
 AY1452
 AY1452  VERT ORDER  -  SECOND    CLASS 0
 AY1452
 AY1452.The horizontal coordinates were scaled from a topographic map and have
 AY1452.an estimated accuracy of +/- 6 seconds.
 AY1452
 AY1452.The orthometric height was determined by differential leveling
 AY1452.and adjusted by the National Geodetic Survey in June 1991..
 AY1452
 AY1452.The geoid height was determined by GEOID03.
 AY1452
 AY1452.The dynamic height is computed by dividing the NAVD 88
 AY1452.geopotential number by the normal gravity value computed on the
 AY1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1452.degrees latitude (g = 980.6199 gals.).
 AY1452
 AY1452.The modeled gravity was interpolated from observed gravity values.
 AY1452
 AY1452;                    North         East    Units  Estimated Accuracy
 AY1452;SPC TXSC     - 4,235,020.      541,680.      MT  (+/- 180 meters Scaled)
 AY1452
 AY1452                          SUPERSEDED SURVEY CONTROL
 AY1452
 AY1452  NGVD 29 (??/??/92)  711.991  (m)         2335.92   (f) ADJ UNCH    2 0
 AY1452
 AY1452.Superseded values are not recommended for survey control.
 AY1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1452.See file dsdata.txt to determine how the superseded data were derived.
 AY1452
 AY1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU417136(NAD 83)
 AY1452_MARKER: DB = BENCH MARK DISK
 AY1452_SETTING: 66 = SET IN ROCK OUTCROP
 AY1452_SP_SET: LIMESTONE OUTCROP
 AY1452_STAMPING: G-213 1934
 AY1452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1452+STABILITY: POSITION/ELEVATION WELL
 AY1452
 AY1452  HISTORY     - Date     Condition        Report By
 AY1452  HISTORY     - 1934     MONUMENTED       CGS
 AY1452  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1452
 AY1452                          STATION DESCRIPTION
 AY1452
 AY1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AY1452'23.7 MI NW FROM HUNT.
 AY1452'23.7 MILES SW OF AND ALONG THE LEAKEY-KERRVILLE ROAD.  0.3 MILE SW OF
 AY1452'WINDMILL AND CONCRETE TANK.  11 YARDS TO LEFT OF ROAD AND 5 YARDS
 AY1452'OUTSIDE OF R/W FENCE.  SET IN LIME-STONE OUTCROP.  ROCKS PILED,
 AY1452'PAINTED AND RINGED.
 AY1452
 AY1452                          STATION RECOVERY (1953)
 AY1452
 AY1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1426 ***********************************************************************
 AY1426  DESIGNATION -  G 214
 AY1426  PID         -  AY1426
 AY1426  STATE/COUNTY-  TX/UVALDE
 AY1426  USGS QUAD   -  MAGERS CROSSING (1960)
 AY1426
 AY1426                         *CURRENT SURVEY CONTROL
 AY1426  ___________________________________________________________________
 AY1426* NAD 83(1986)-  29 36 41.     (N)    099 43 49.     (W)     SCALED    
 AY1426* NAVD 88     -       446.642  (meters)    1465.36   (feet)  ADJUSTED  
 AY1426  ___________________________________________________________________
 AY1426  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AY1426  DYNAMIC HT  -         445.978 (meters)    1463.18  (feet)  COMP
 AY1426  MODELED GRAV-     979,145.2   (mgal)                       NAVD 88
 AY1426
 AY1426  VERT ORDER  -  SECOND    CLASS 0
 AY1426
 AY1426.The horizontal coordinates were scaled from a topographic map and have
 AY1426.an estimated accuracy of +/- 6 seconds.
 AY1426
 AY1426.The orthometric height was determined by differential leveling
 AY1426.and adjusted by the National Geodetic Survey in June 1991..
 AY1426
 AY1426.The geoid height was determined by GEOID03.
 AY1426
 AY1426.The dynamic height is computed by dividing the NAVD 88
 AY1426.geopotential number by the normal gravity value computed on the
 AY1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1426.degrees latitude (g = 980.6199 gals.).
 AY1426
 AY1426.The modeled gravity was interpolated from observed gravity values.
 AY1426
 AY1426;                    North         East    Units  Estimated Accuracy
 AY1426;SPC TXSC     - 4,197,280.      529,280.      MT  (+/- 180 meters Scaled)
 AY1426
 AY1426                          SUPERSEDED SURVEY CONTROL
 AY1426
 AY1426  NGVD 29 (??/??/92)  446.561  (m)         1465.09   (f) ADJ UNCH    2 0
 AY1426
 AY1426.Superseded values are not recommended for survey control.
 AY1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1426.See file dsdata.txt to determine how the superseded data were derived.
 AY1426
 AY1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT292759(NAD 83)
 AY1426_MARKER: DB = BENCH MARK DISK
 AY1426_SETTING: 66 = SET IN ROCK OUTCROP
 AY1426_SP_SET: SANDSTONE OUTCROP
 AY1426_STAMPING: G 214 1934
 AY1426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1426+STABILITY: POSITION/ELEVATION WELL
 AY1426
 AY1426  HISTORY     - Date     Condition        Report By
 AY1426  HISTORY     - 1934     MONUMENTED       CGS
 AY1426  HISTORY     - 1953     GOOD             NGS
 AY1426  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 AY1426
 AY1426                          STATION DESCRIPTION
 AY1426
 AY1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1426'1.9 MI SE FROM RIO FRIO.
 AY1426'0.15 MILE SOUTHWEST ALONG FARM ROAD 1120 FROM THE POST OFFICE AT RIO
 AY1426'FRIO, THENCE 1.75 MILES SOUTHEAST ALONG A GRAVELED ROAD, 0.25 MILE
 AY1426'NORTHWEST OF A JUNCTION WITH FARM ROAD 1050, 54 FEET EAST OF THE
 AY1426'CENTER LINE OF THE GRAVELED ROAD, 26 FEET EAST OF A FENCE, 26 FEET
 AY1426'EAST OF A WITNESS POST, 0.2 FOOT ABOVE THE GROUND, SET IN THE TOP OF A
 AY1426'SANDSTONE OUTCROP.
 AY1426
 AY1426                          STATION RECOVERY (2005)
 AY1426
 AY1426'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0296 ***********************************************************************
 AJ0296  DESIGNATION -  G 215
 AJ0296  PID         -  AJ0296
 AJ0296  STATE/COUNTY-  TX/DUVAL
 AJ0296  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0296
 AJ0296                         *CURRENT SURVEY CONTROL
 AJ0296  ___________________________________________________________________
 AJ0296* NAD 83(1986)-  27 17 10.     (N)    098 22 11.     (W)     SCALED    
 AJ0296* NAVD 88     -        92.881  (meters)     304.73   (feet)  ADJUSTED  
 AJ0296  ___________________________________________________________________
 AJ0296  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AJ0296  DYNAMIC HT  -          92.734 (meters)     304.24  (feet)  COMP
 AJ0296  MODELED GRAV-     979,061.9   (mgal)                       NAVD 88
 AJ0296
 AJ0296  VERT ORDER  -  SECOND    CLASS 0
 AJ0296
 AJ0296.The horizontal coordinates were scaled from a topographic map and have
 AJ0296.an estimated accuracy of +/- 6 seconds.
 AJ0296
 AJ0296.The orthometric height was determined by differential leveling
 AJ0296.and adjusted by the National Geodetic Survey in June 1991..
 AJ0296
 AJ0296.The geoid height was determined by GEOID03.
 AJ0296
 AJ0296.The dynamic height is computed by dividing the NAVD 88
 AJ0296.geopotential number by the normal gravity value computed on the
 AJ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0296.degrees latitude (g = 980.6199 gals.).
 AJ0296
 AJ0296.The modeled gravity was interpolated from observed gravity values.
 AJ0296
 AJ0296;                    North         East    Units  Estimated Accuracy
 AJ0296;SPC TX S     - 5,179,430.      312,900.      MT  (+/- 180 meters Scaled)
 AJ0296
 AJ0296                          SUPERSEDED SURVEY CONTROL
 AJ0296
 AJ0296  NGVD 29 (??/??/92)   92.988  (m)          305.08   (f) ADJ UNCH    2 0
 AJ0296
 AJ0296.Superseded values are not recommended for survey control.
 AJ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0296.See file dsdata.txt to determine how the superseded data were derived.
 AJ0296
 AJ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR623182(NAD 83)
 AJ0296_MARKER: DB = BENCH MARK DISK
 AJ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0296_STAMPING: G 215 1934
 AJ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0296+STABILITY: SURFACE MOTION
 AJ0296
 AJ0296  HISTORY     - Date     Condition        Report By
 AJ0296  HISTORY     - 1934     MONUMENTED       CGS
 AJ0296  HISTORY     - 1942     GOOD             NGS
 AJ0296  HISTORY     - 1969     GOOD             USGS
 AJ0296
 AJ0296                          STATION DESCRIPTION
 AJ0296
 AJ0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0296'26.7 MI S FROM BENAVIDES.
 AJ0296'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BENAVIDES--
 AJ0296'PROCEED 11.6 MILES SOUTHERLY ALONG STATE HIGH WAY NO. 339 TO A CURVE,
 AJ0296'THENCE, GO 0.5 MILE WEST ALONG DIRT ROAD TO A CURVE, THENCE, GO 12.2
 AJ0296'MILES SOUTHERLY ALONG ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO
 AJ0296'2.4 MILES EASTERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH
 AJ0296'MARK IS ABOUT 4.9 MILES SOUTHEAST FROM SEJITA ALONG ROAD TO
 AJ0296'FALFURRIAS, AT THE INTERSECTION OF A CROSSROAD AND 38.0 FEET SOUTHWEST
 AJ0296'OF THE CENTERLINE OF THE MAIN ROAD.  IT IS 36.0 FEET NORTHWEST OF THE
 AJ0296'CENTERLINE OF THE SIDE ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AJ0296'MARKER POST.  A STD. DISK SET IN CONCRETE POST PROJECTING 0.5 FOOT.
 AJ0296
 AJ0296                          STATION RECOVERY (1969)
 AJ0296
 AJ0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AJ0296'FROM FALFURRIAS, BROOKS COUNTY, TEXAS, WEST ALONG STATE HIGHWAY 285
 AJ0296'FROM ITS INTERSECTION WITH U.S. HIGHWAY 281, A DISTANCE OF 16.5
 AJ0296'MILES. THENCE, NORTH ON STATE HIGHWAY 339 A DISTANCE OF 2.7 MILES TO
 AJ0296'A DIRT ROAD LEADING EAST. THENCE EAST ON THE DIRT ROAD A DISTANCE OF
 AJ0296'1.8 MILES TO A GATE. TURN RIGHT (EAST) AFTER GOING THROUGH GATE AND
 AJ0296'CONTINUE ON MAIN ROAD A DISTANCE OF 0.6 MILES. TURN RIGHT (SOUTHEAST)
 AJ0296'ON SIDE ROAD PASSING THROUGH OIL FIELD AND CONTINUE ON MAIN ROAD A
 AJ0296'DISTANCE OF 1.5 MILES TO A DIRT ROAD LEADING WEST. TURN WEST ONTO
 AJ0296'DIRT ROAD AND CONTINUE FOR A DISTANCE OF 1.7 MILES TO A CLEARED RIGHT
 AJ0296'OF WAY. THENCE NORTHWEST ALONG CLEARED RIGHT OF WAY A DISTANCE OF 0.2
 AJ0296'MILES TO AN OLD CROSSROAD. 49 FT SW OF CLEARED RIGHT-OF-WAY, AND 61
 AJ0296'FT NW OF OLD CROSSROAD. 0.6 MILES NW OF A WINDMILL, AND 0.6 MILES NE
 AJ0296'OF A RANCH HOUSE. STANDARD DISK STAMPED G 215 1934, AND SET IN THE
 AJ0296'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1372 ***********************************************************************
 AY1372  DESIGNATION -  G 217
 AY1372  PID         -  AY1372
 AY1372  STATE/COUNTY-  TX/ZAVALA
 AY1372  USGS QUAD   -  PULLIAM RANCH (1960)
 AY1372
 AY1372                         *CURRENT SURVEY CONTROL
 AY1372  ___________________________________________________________________
 AY1372* NAD 83(1986)-  29 04 05.     (N)    099 52 02.     (W)     SCALED    
 AY1372* NAVD 88     -       249.782  (meters)     819.49   (feet)  ADJUSTED  
 AY1372  ___________________________________________________________________
 AY1372  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AY1372  DYNAMIC HT  -         249.419 (meters)     818.30  (feet)  COMP
 AY1372  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AY1372
 AY1372  VERT ORDER  -  SECOND    CLASS 0
 AY1372
 AY1372.The horizontal coordinates were scaled from a topographic map and have
 AY1372.an estimated accuracy of +/- 6 seconds.
 AY1372
 AY1372.The orthometric height was determined by differential leveling
 AY1372.and adjusted by the National Geodetic Survey in June 1991..
 AY1372
 AY1372.The geoid height was determined by GEOID03.
 AY1372
 AY1372.The dynamic height is computed by dividing the NAVD 88
 AY1372.geopotential number by the normal gravity value computed on the
 AY1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1372.degrees latitude (g = 980.6199 gals.).
 AY1372
 AY1372.The modeled gravity was interpolated from observed gravity values.
 AY1372
 AY1372;                    North         East    Units  Estimated Accuracy
 AY1372;SPC TXSC     - 4,137,150.      515,570.      MT  (+/- 180 meters Scaled)
 AY1372
 AY1372                          SUPERSEDED SURVEY CONTROL
 AY1372
 AY1372  NGVD 29 (??/??/92)  249.651  (m)          819.06   (f) ADJ UNCH    2 0
 AY1372
 AY1372.Superseded values are not recommended for survey control.
 AY1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1372.See file dsdata.txt to determine how the superseded data were derived.
 AY1372
 AY1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT155158(NAD 83)
 AY1372_MARKER: DB = BENCH MARK DISK
 AY1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1372_STAMPING: G-217 1934
 AY1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1372+STABILITY: SURFACE MOTION
 AY1372
 AY1372  HISTORY     - Date     Condition        Report By
 AY1372  HISTORY     - 1934     MONUMENTED       CGS
 AY1372  HISTORY     - 1940     GOOD             NGS
 AY1372  HISTORY     - 20010517 MARK NOT FOUND   USPSQD
 AY1372
 AY1372                          STATION DESCRIPTION
 AY1372
 AY1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AY1372'8.7 MI N FROM LA PRYOR.
 AY1372'8.7 MILES N OF, AND A LONG THE S. A. U. AND G. R. R. 520 FT. S OF MILE
 AY1372'POST B-173 AT JUNCTION OF R. R.  OPPOSITE SECTION.  23 FT. E OF
 AY1372'CENTER-LINE OF TRACK AND 27 FT. S OF CROSS ROAD.
 AY1372
 AY1372                          STATION RECOVERY (1940)
 AY1372
 AY1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AY1372'RECOVERED IN GOOD CONDITION.
 AY1372
 AY1372                          STATION RECOVERY (2001)
 AY1372
 AY1372'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0060 ***********************************************************************
 BO0060  DESIGNATION -  G 218
 BO0060  PID         -  BO0060
 BO0060  STATE/COUNTY-  TX/EDWARDS
 BO0060  USGS QUAD   -  TURNEY DRAW NW (1973)
 BO0060
 BO0060                         *CURRENT SURVEY CONTROL
 BO0060  ___________________________________________________________________
 BO0060* NAD 83(1986)-  30 09 16.     (N)    100 39 22.     (W)     SCALED    
 BO0060* NAVD 88     -       607.067  (meters)    1991.69   (feet)  ADJUSTED  
 BO0060  ___________________________________________________________________
 BO0060  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BO0060  DYNAMIC HT  -         606.174 (meters)    1988.76  (feet)  COMP
 BO0060  MODELED GRAV-     979,152.8   (mgal)                       NAVD 88
 BO0060
 BO0060  VERT ORDER  -  SECOND    CLASS 0
 BO0060
 BO0060.The horizontal coordinates were scaled from a topographic map and have
 BO0060.an estimated accuracy of +/- 6 seconds.
 BO0060
 BO0060.The orthometric height was determined by differential leveling
 BO0060.and adjusted by the National Geodetic Survey in June 1991..
 BO0060
 BO0060.The geoid height was determined by GEOID03.
 BO0060
 BO0060.The dynamic height is computed by dividing the NAVD 88
 BO0060.geopotential number by the normal gravity value computed on the
 BO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0060.degrees latitude (g = 980.6199 gals.).
 BO0060
 BO0060.The modeled gravity was interpolated from observed gravity values.
 BO0060
 BO0060;                    North         East    Units  Estimated Accuracy
 BO0060;SPC TXSC     - 4,258,380.      440,470.      MT  (+/- 180 meters Scaled)
 BO0060
 BO0060                          SUPERSEDED SURVEY CONTROL
 BO0060
 BO0060  NGVD 29 (??/??/92)  606.926  (m)         1991.22   (f) ADJ UNCH    2 0
 BO0060
 BO0060.Superseded values are not recommended for survey control.
 BO0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0060.See file dsdata.txt to determine how the superseded data were derived.
 BO0060
 BO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU405370(NAD 83)
 BO0060_MARKER: DB = BENCH MARK DISK
 BO0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0060_STAMPING: G 218 1934 1991.223
 BO0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0060+STABILITY: SURFACE MOTION
 BO0060
 BO0060  HISTORY     - Date     Condition        Report By
 BO0060  HISTORY     - 1934     MONUMENTED       CGS
 BO0060  HISTORY     - 1958     GOOD             NGS
 BO0060  HISTORY     - 1967     GOOD             CONOCO
 BO0060
 BO0060                          STATION DESCRIPTION
 BO0060
 BO0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0060'32.5 MI S FROM SONORA.
 BO0060'ABOUT 28.2 MILES SOUTH ALONG U. S. HIGHWAY 277 FROM THE INTERSECTION
 BO0060'OF 3RD STREET AND CROCKETT AVENUE AT SONORA, THENCE ABOUT 1.1 MILES
 BO0060'EAST ALONG A PRIVATE RANCH ROAD TO THE JUNCTION WITH THE OLD HIGHWAY,
 BO0060'THENCE ABOUT 3.2 MILES SOUTH-SOUTHEAST ALONG THE OLD HIGHWAY AND RANCH
 BO0060'ROAD, 35 FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY, 56 FEET
 BO0060'NORTH-NORHTWEST OF A 24-INCH OAK TREE, ON THE EDGE OF THE EAST BANK OF
 BO0060'A DRY CREEK PARALLEL WITH THE OLD HIGHWAY, 2 1/2 FEET EAST OF A
 BO0060'CONCRETE WITNESS POST, AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 BO0060'THE GROUND.
 BO0060
 BO0060                          STATION RECOVERY (1967)
 BO0060
 BO0060'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1967
 BO0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1106 ***********************************************************************
 AY1106  DESIGNATION -  G 219
 AY1106  PID         -  AY1106
 AY1106  STATE/COUNTY-  TX/KERR
 AY1106  USGS QUAD   -  DIAMOND S RANCH (1964)
 AY1106
 AY1106                         *CURRENT SURVEY CONTROL
 AY1106  ___________________________________________________________________
 AY1106* NAD 83(1986)-  29 59 31.     (N)    099 24 26.     (W)     SCALED    
 AY1106* NAVD 88     -       587.592  (meters)    1927.79   (feet)  ADJUSTED  
 AY1106  ___________________________________________________________________
 AY1106  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 AY1106  DYNAMIC HT  -         586.747 (meters)    1925.02  (feet)  COMP
 AY1106  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 AY1106
 AY1106  VERT ORDER  -  SECOND    CLASS 0
 AY1106
 AY1106.The horizontal coordinates were scaled from a topographic map and have
 AY1106.an estimated accuracy of +/- 6 seconds.
 AY1106
 AY1106.The orthometric height was determined by differential leveling
 AY1106.and adjusted by the National Geodetic Survey in June 1991..
 AY1106
 AY1106.The geoid height was determined by GEOID03.
 AY1106
 AY1106.The dynamic height is computed by dividing the NAVD 88
 AY1106.geopotential number by the normal gravity value computed on the
 AY1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1106.degrees latitude (g = 980.6199 gals.).
 AY1106
 AY1106.The modeled gravity was interpolated from observed gravity values.
 AY1106
 AY1106;                    North         East    Units  Estimated Accuracy
 AY1106;SPC TXSC     - 4,239,310.      560,710.      MT  (+/- 180 meters Scaled)
 AY1106
 AY1106                          SUPERSEDED SURVEY CONTROL
 AY1106
 AY1106  NGVD 29 (??/??/92)  587.516  (m)         1927.54   (f) ADJ UNCH    2 0
 AY1106
 AY1106.Superseded values are not recommended for survey control.
 AY1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1106.See file dsdata.txt to determine how the superseded data were derived.
 AY1106
 AY1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU607179(NAD 83)
 AY1106_MARKER: DB = BENCH MARK DISK
 AY1106_SETTING: 66 = SET IN ROCK OUTCROP
 AY1106_SP_SET: ROCK LEDGE
 AY1106_STAMPING: G 219 1934
 AY1106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1106+STABILITY: POSITION/ELEVATION WELL
 AY1106
 AY1106  HISTORY     - Date     Condition        Report By
 AY1106  HISTORY     - 1934     MONUMENTED       CGS
 AY1106  HISTORY     - 1953     GOOD             NGS
 AY1106
 AY1106                          STATION DESCRIPTION
 AY1106
 AY1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1106'9.15 MI SW FROM HUNT.
 AY1106'8.95 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 AY1106'HUNT, THENCE 0.2 MILE SOUTHEAST ALONG A PRIVATE DRIVEWAY, 128 FEET
 AY1106'SOUTHWEST OF THE SOUTHEAST CORNER OF A STONE HOUSE, ON THE EAST SLOPE
 AY1106'OF A ROCKY HILL, 36 FEET WEST OF THE CENTER LINE OF AN ABANDONED
 AY1106'HIGHWAY, 126 YARDS EAST OF THE CENTER LINE OF THE NEW HIGHWAY, 1.0
 AY1106'FOOT ABOVE THE GROUND, SET IN THE TOP OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0654 ***********************************************************************
 AB0654  DESIGNATION -  G 22
 AB0654  PID         -  AB0654
 AB0654  STATE/COUNTY-  TX/CAMERON
 AB0654  USGS QUAD   -  RIO HONDO (1980)
 AB0654
 AB0654                         *CURRENT SURVEY CONTROL
 AB0654  ___________________________________________________________________
 AB0654* NAD 83(1986)-  26 07 56.     (N)    097 30 28.     (W)     SCALED    
 AB0654* NAVD 88     -         5.656  (meters)      18.56   (feet)  ADJUSTED  
 AB0654  ___________________________________________________________________
 AB0654  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 AB0654  DYNAMIC HT  -           5.647 (meters)      18.53  (feet)  COMP
 AB0654  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 AB0654
 AB0654  VERT ORDER  -  SECOND    CLASS 0
 AB0654
 AB0654.The horizontal coordinates were scaled from a topographic map and have
 AB0654.an estimated accuracy of +/- 6 seconds.
 AB0654
 AB0654.The orthometric height was determined by differential leveling
 AB0654.and adjusted by the National Geodetic Survey in June 1991..
 AB0654
 AB0654.The geoid height was determined by GEOID03.
 AB0654
 AB0654.The dynamic height is computed by dividing the NAVD 88
 AB0654.geopotential number by the normal gravity value computed on the
 AB0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0654.degrees latitude (g = 980.6199 gals.).
 AB0654
 AB0654.The modeled gravity was interpolated from observed gravity values.
 AB0654
 AB0654;                    North         East    Units  Estimated Accuracy
 AB0654;SPC TX S     - 5,051,970.      399,230.      MT  (+/- 180 meters Scaled)
 AB0654
 AB0654                          SUPERSEDED SURVEY CONTROL
 AB0654
 AB0654  NGVD 29 (??/??/92)    5.765  (m)           18.91   (f) ADJ UNCH    2 0
 AB0654
 AB0654.Superseded values are not recommended for survey control.
 AB0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0654.See file dsdata.txt to determine how the superseded data were derived.
 AB0654
 AB0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP491911(NAD 83)
 AB0654_MARKER: DD = SURVEY DISK
 AB0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0654_SP_SET: CULVERT
 AB0654_STAMPING: G 22 18.75
 AB0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0654
 AB0654  HISTORY     - Date     Condition        Report By
 AB0654  HISTORY     - UNK      MONUMENTED       TX-061
 AB0654  HISTORY     - 1942     GOOD             NGS
 AB0654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0654  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0654
 AB0654                          STATION DESCRIPTION
 AB0654
 AB0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0654'8.5 MI E FROM SAN BENITO.
 AB0654'8.5 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0654'BENITO, CAMERON COUNTY, 6.7 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0654'TO BAYVIEW.  20 FEET NORTH OF AND 2 FEET LOWER THAN THE CENTERLINE OF
 AB0654'THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE
 AB0654'NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED G 22 18.75.
 AB0654
 AB0654                          STATION RECOVERY (1987)
 AB0654
 AB0654'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0654'MARK NOT FOUND.
 AB0654
 AB0654                          STATION RECOVERY (1987)
 AB0654
 AB0654'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0654'MARK NOT FOUND.
 AB0654
 AB0654                          STATION RECOVERY (1988)
 AB0654
 AB0654'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0374 ***********************************************************************
 CC0374  DESIGNATION -  G 22
 CC0374  PID         -  CC0374
 CC0374  STATE/COUNTY-  TX/REEVES
 CC0374  USGS QUAD   -  PECOS WEST (1981)
 CC0374
 CC0374                         *CURRENT SURVEY CONTROL
 CC0374  ___________________________________________________________________
 CC0374* NAD 83(1986)-  31 29 07.     (N)    103 31 24.     (W)     SCALED    
 CC0374* NAVD 88     -       798.903  (meters)    2621.07   (feet)  POSTED    
 CC0374  ___________________________________________________________________
 CC0374  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CC0374  DYNAMIC HT  -         797.740 (meters)    2617.25  (feet)  COMP
 CC0374  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 CC0374
 CC0374  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CC0374
 CC0374.The horizontal coordinates were scaled from a topographic map and have
 CC0374.an estimated accuracy of +/- 6 seconds.
 CC0374
 CC0374.The orthometric height was determined by differential leveling
 CC0374.and adjusted by the National Geodetic Survey in 1992..
 CC0374.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CC0374.rate greater than 8.0 mm/km.
 CC0374
 CC0374.The geoid height was determined by GEOID03.
 CC0374
 CC0374.The dynamic height is computed by dividing the NAVD 88
 CC0374.geopotential number by the normal gravity value computed on the
 CC0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0374.degrees latitude (g = 980.6199 gals.).
 CC0374
 CC0374.The modeled gravity was interpolated from observed gravity values.
 CC0374
 CC0374;                    North         East    Units  Estimated Accuracy
 CC0374;SPC TX C     - 3,205,950.      396,960.      MT  (+/- 180 meters Scaled)
 CC0374
 CC0374                          SUPERSEDED SURVEY CONTROL
 CC0374
 CC0374  NGVD 29 (??/??/92)  798.636  (m)         2620.19   (f) ADJ UNCH    1 2
 CC0374
 CC0374.Superseded values are not recommended for survey control.
 CC0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0374.See file dsdata.txt to determine how the superseded data were derived.
 CC0374
 CC0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ402843(NAD 83)
 CC0374_MARKER: X = CHISELED CROSS
 CC0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0374_SP_SET: SECTION RAIL
 CC0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0374
 CC0374  HISTORY     - Date     Condition        Report By
 CC0374  HISTORY     - UNK      MONUMENTED       CGS
 CC0374  HISTORY     - 1956     GOOD             NGS
 CC0374  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0374
 CC0374                          STATION DESCRIPTION
 CC0374
 CC0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0374'4.5 MI N FROM PECOS.
 CC0374'4.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CC0374'STATION AT PECOS, 6.2 FEET WEST OF THE WEST RAIL, 49.7 FEET EAST OF A
 CC0374'FENCE, 84.5 FEET NORTH OF MILEPOST 267, ON TOP OF A VERTICAL SECTION
 CC0374'OF RAIL WHICH IS PAINTED WHITE AND PROJECTS 2.3 FEET ABOVE THE GROUND.
 CC0374'THIS RAIL WAS FORMERLY MILEPOST 267.
 CC0374
 CC0374                          STATION RECOVERY (1981)
 CC0374
 CC0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0374'NOTE=THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0048 ***********************************************************************
 BO0048  DESIGNATION -  G 221
 BO0048  PID         -  BO0048
 BO0048  STATE/COUNTY-  TX/EDWARDS
 BO0048  USGS QUAD   -  DEVILS SINKHOLE (1987)
 BO0048
 BO0048                         *CURRENT SURVEY CONTROL
 BO0048  ___________________________________________________________________
 BO0048* NAD 83(1986)-  30 05 04.     (N)    100 05 19.     (W)     SCALED    
 BO0048* NAVD 88     -       707.018  (meters)    2319.61   (feet)  ADJUSTED  
 BO0048  ___________________________________________________________________
 BO0048  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0048  DYNAMIC HT  -         705.976 (meters)    2316.19  (feet)  COMP
 BO0048  MODELED GRAV-     979,144.4   (mgal)                       NAVD 88
 BO0048
 BO0048  VERT ORDER  -  SECOND    CLASS 0
 BO0048
 BO0048.The horizontal coordinates were scaled from a topographic map and have
 BO0048.an estimated accuracy of +/- 6 seconds.
 BO0048
 BO0048.The orthometric height was determined by differential leveling
 BO0048.and adjusted by the National Geodetic Survey in June 1991..
 BO0048
 BO0048.The geoid height was determined by GEOID03.
 BO0048
 BO0048.The dynamic height is computed by dividing the NAVD 88
 BO0048.geopotential number by the normal gravity value computed on the
 BO0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0048.degrees latitude (g = 980.6199 gals.).
 BO0048
 BO0048.The modeled gravity was interpolated from observed gravity values.
 BO0048
 BO0048;                    North         East    Units  Estimated Accuracy
 BO0048;SPC TXSC     - 4,249,980.      495,060.      MT  (+/- 180 meters Scaled)
 BO0048
 BO0048                          SUPERSEDED SURVEY CONTROL
 BO0048
 BO0048  NGVD 29 (??/??/92)  706.953  (m)         2319.39   (f) ADJ UNCH    2 0
 BO0048
 BO0048.Superseded values are not recommended for survey control.
 BO0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0048.See file dsdata.txt to determine how the superseded data were derived.
 BO0048
 BO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU950286(NAD 83)
 BO0048_MARKER: DB = BENCH MARK DISK
 BO0048_SETTING: 66 = SET IN ROCK OUTCROP
 BO0048_SP_SET: OUTCROP
 BO0048_STAMPING: G 221 1934
 BO0048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0048+STABILITY: POSITION/ELEVATION WELL
 BO0048
 BO0048  HISTORY     - Date     Condition        Report By
 BO0048  HISTORY     - 1934     MONUMENTED       CGS
 BO0048  HISTORY     - 1971     GOOD             USGS
 BO0048
 BO0048                          STATION DESCRIPTION
 BO0048
 BO0048'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0048'9.7 MI NE FROM ROCK SPRINGS.
 BO0048'FROM THE JUNCTION OF HIGHWAYS US 377 AND TEXAS 55 AT THE EAST EDGE OF
 BO0048'ROCKSPRINGS PROCEED NORTH ALONG US. 377 FOR 7.9 MILES TO THE JUNCTION
 BO0048'OF US 377 AND TEXAS 41, THENCE EAST ALONG TEXAS 41 FOR 1.8 MILES TO BM
 BO0048'ON RIGHT.  BM IS 0.18 WEST OF DRIVE NORTH, 111 FEET SOUTH OF THE
 BO0048'CENTERLINE OF THE HIGHWAY, 60 FEET SOUTHEAST AND 19 FEET SOUTHWEST OF
 BO0048'A LONE TREE.  A STANDARD TABLET SET IN A ROCK OUTCROP PROTRUDING 1.0
 BO0048'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0395 ***********************************************************************
 BO0395  DESIGNATION -  G 224
 BO0395  PID         -  BO0395
 BO0395  STATE/COUNTY-  TX/PECOS
 BO0395  USGS QUAD   -  DEER CANYON (1967)
 BO0395
 BO0395                         *CURRENT SURVEY CONTROL
 BO0395  ___________________________________________________________________
 BO0395* NAD 83(1986)-  30 49 25.     (N)    101 50 45.     (W)     SCALED    
 BO0395* NAVD 88     -       655.697  (meters)    2151.23   (feet)  ADJUSTED  
 BO0395  ___________________________________________________________________
 BO0395  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0395  DYNAMIC HT  -         654.747 (meters)    2148.12  (feet)  COMP
 BO0395  MODELED GRAV-     979,172.1   (mgal)                       NAVD 88
 BO0395
 BO0395  VERT ORDER  -  SECOND    CLASS 0
 BO0395
 BO0395.The horizontal coordinates were scaled from a topographic map and have
 BO0395.an estimated accuracy of +/- 6 seconds.
 BO0395
 BO0395.The orthometric height was determined by differential leveling
 BO0395.and adjusted by the National Geodetic Survey in June 1991..
 BO0395
 BO0395.The geoid height was determined by GEOID03.
 BO0395
 BO0395.The dynamic height is computed by dividing the NAVD 88
 BO0395.geopotential number by the normal gravity value computed on the
 BO0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0395.degrees latitude (g = 980.6199 gals.).
 BO0395
 BO0395.The modeled gravity was interpolated from observed gravity values.
 BO0395
 BO0395;                    North         East    Units  Estimated Accuracy
 BO0395;SPC TX C     - 3,129,240.      555,310.      MT  (+/- 180 meters Scaled)
 BO0395
 BO0395                          SUPERSEDED SURVEY CONTROL
 BO0395
 BO0395  NGVD 29 (??/??/92)  655.479  (m)         2150.52   (f) ADJ UNCH    2 0
 BO0395
 BO0395.Superseded values are not recommended for survey control.
 BO0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0395.See file dsdata.txt to determine how the superseded data were derived.
 BO0395
 BO0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV277135(NAD 83)
 BO0395_MARKER: DB = BENCH MARK DISK
 BO0395_SETTING: 66 = SET IN ROCK OUTCROP
 BO0395_SP_SET: OUTCROP
 BO0395_STAMPING: 2150.517 G 224 1934
 BO0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0395+STABILITY: POSITION/ELEVATION WELL
 BO0395
 BO0395  HISTORY     - Date     Condition        Report By
 BO0395  HISTORY     - 1934     MONUMENTED       CGS
 BO0395  HISTORY     - 1967     GOOD             USGS
 BO0395
 BO0395                          STATION DESCRIPTION
 BO0395
 BO0395'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BO0395'4.1 MI NW FROM SHEFFIELD.
 BO0395'4.1 MILES NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 BO0395'SHEFFIELD TO THE JUNCTION OF TEXAS 349.  THENCE 5.4 MILES NORTH OF THE
 BO0395'JUNCTION ALONG TEXAS 349, 170 FEET WEST OF THE CENTERLINE OF THE
 BO0395'HIGHWAY, IN THE TOP OF A ROCK OUTCROP ON THE SIDE OF A HILL AND MARKED
 BO0395'BY A SEMI-CIRCLE OF ROCKS, ABOUT 11 FEET HIGHER THAN THE HIGHWAY. A
 BO0395'STANDARD DISK STAMPED 2150.517 G 224 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0114 ***********************************************************************
 FM0114  DESIGNATION -  G 225
 FM0114  PID         -  FM0114
 FM0114  STATE/COUNTY-  TX/MOORE
 FM0114  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0114
 FM0114                         *CURRENT SURVEY CONTROL
 FM0114  ___________________________________________________________________
 FM0114* NAD 83(1986)-  35 51 57.     (N)    102 00 02.     (W)     SCALED    
 FM0114* NAVD 88     -      1124.742  (meters)    3690.09   (feet)  ADJUSTED  
 FM0114  ___________________________________________________________________
 FM0114  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FM0114  DYNAMIC HT  -        1123.437 (meters)    3685.81  (feet)  COMP
 FM0114  MODELED GRAV-     979,434.2   (mgal)                       NAVD 88
 FM0114
 FM0114  VERT ORDER  -  SECOND    CLASS 0
 FM0114
 FM0114.The horizontal coordinates were scaled from a topographic map and have
 FM0114.an estimated accuracy of +/- 6 seconds.
 FM0114
 FM0114.The orthometric height was determined by differential leveling
 FM0114.and adjusted by the National Geodetic Survey in June 1991..
 FM0114
 FM0114.The geoid height was determined by GEOID03.
 FM0114
 FM0114.The dynamic height is computed by dividing the NAVD 88
 FM0114.geopotential number by the normal gravity value computed on the
 FM0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0114.degrees latitude (g = 980.6199 gals.).
 FM0114
 FM0114.The modeled gravity was interpolated from observed gravity values.
 FM0114
 FM0114;                    North         East    Units  Estimated Accuracy
 FM0114;SPC TX N     - 1,207,110.      154,800.      MT  (+/- 180 meters Scaled)
 FM0114
 FM0114                          SUPERSEDED SURVEY CONTROL
 FM0114
 FM0114  NGVD 29 (??/??/92) 1124.191  (m)         3688.28   (f) ADJ UNCH    2 0
 FM0114
 FM0114.Superseded values are not recommended for survey control.
 FM0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0114.See file dsdata.txt to determine how the superseded data were derived.
 FM0114
 FM0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV708732(NAD 83)
 FM0114_MARKER: DB = BENCH MARK DISK
 FM0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0114_STAMPING: G-225 1934
 FM0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0114+STABILITY: SURFACE MOTION
 FM0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0114+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0114
 FM0114  HISTORY     - Date     Condition        Report By
 FM0114  HISTORY     - 1934     MONUMENTED       CGS
 FM0114  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0114  HISTORY     - 20040805 GOOD             USPSQD
 FM0114
 FM0114                          STATION DESCRIPTION
 FM0114
 FM0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0114'2.0 MI NW FROM DUMAS.
 FM0114'2.0 MILES NW OF AND ALONG THE DUMAS-HARTLEY HWY NO. 87 30 FT. S OF
 FM0114'CENTER OF HIGHWAY.  3 FT. N OF R/W FENCE.
 FM0114
 FM0114                          STATION RECOVERY (1963)
 FM0114
 FM0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0114'MARK NOT FOUND.
 FM0114
 FM0114                          STATION RECOVERY (2004)
 FM0114
 FM0114'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0228 ***********************************************************************
 FL0228  DESIGNATION -  G 227
 FL0228  PID         -  FL0228
 FL0228  STATE/COUNTY-  TX/WHEELER
 FL0228  USGS QUAD   -  SPRING CREEK (1962)
 FL0228
 FL0228                         *CURRENT SURVEY CONTROL
 FL0228  ___________________________________________________________________
 FL0228* NAD 83(1986)-  35 22 51.     (N)    100 28 28.     (W)     SCALED    
 FL0228* NAVD 88     -       740.519  (meters)    2429.52   (feet)  ADJUSTED  
 FL0228  ___________________________________________________________________
 FL0228  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL0228  DYNAMIC HT  -         739.739 (meters)    2426.96  (feet)  COMP
 FL0228  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 FL0228
 FL0228  VERT ORDER  -  SECOND    CLASS 0
 FL0228
 FL0228.The horizontal coordinates were scaled from a topographic map and have
 FL0228.an estimated accuracy of +/- 6 seconds.
 FL0228
 FL0228.The orthometric height was determined by differential leveling
 FL0228.and adjusted by the National Geodetic Survey in June 1991..
 FL0228
 FL0228.The geoid height was determined by GEOID03.
 FL0228
 FL0228.The dynamic height is computed by dividing the NAVD 88
 FL0228.geopotential number by the normal gravity value computed on the
 FL0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0228.degrees latitude (g = 980.6199 gals.).
 FL0228
 FL0228.The modeled gravity was interpolated from observed gravity values.
 FL0228
 FL0228;                    North         East    Units  Estimated Accuracy
 FL0228;SPC TX N     - 1,153,670.      293,180.      MT  (+/- 180 meters Scaled)
 FL0228
 FL0228                          SUPERSEDED SURVEY CONTROL
 FL0228
 FL0228  NGVD 29 (??/??/92)  740.191  (m)         2428.44   (f) ADJ UNCH    2 0
 FL0228
 FL0228.Superseded values are not recommended for survey control.
 FL0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0228.See file dsdata.txt to determine how the superseded data were derived.
 FL0228
 FL0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE660162(NAD 83)
 FL0228_MARKER: DB = BENCH MARK DISK
 FL0228_SETTING: 0 = UNSPECIFIED SETTING
 FL0228_STAMPING: G 227 1934
 FL0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0228
 FL0228  HISTORY     - Date     Condition        Report By
 FL0228  HISTORY     - 1934     MONUMENTED       CGS
 FL0228  HISTORY     - 1943     GOOD             NGS
 FL0228
 FL0228                          STATION DESCRIPTION
 FL0228
 FL0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0228'5.9 MI NW FROM MAGIC CITY.
 FL0228'ABOUT 5.9 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY
 FL0228'FROM THE STATION AT MAGIC CITY, WHEELER COUNTY, ABOUT 6 1/2 RAILS WEST
 FL0228'OF CULVERT 297.82, 55.0 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 FL0228'105 FEET NORTHWEST OF THE NORTHWEST END OF A GATE, 2.0 FEET SOUTH OF
 FL0228'THE RIGHT-OF-WAY FENCE, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1149 ***********************************************************************
 FL1149  DESIGNATION -  G 228
 FL1149  PID         -  FL1149
 FL1149  STATE/COUNTY-  TX/POTTER
 FL1149  USGS QUAD   -  AMARILLO EAST (1973)
 FL1149
 FL1149                         *CURRENT SURVEY CONTROL
 FL1149  ___________________________________________________________________
 FL1149* NAD 83(1986)-  35 13 38.     (N)    101 47 06.     (W)     SCALED    
 FL1149* NAVD 88     -      1112.430  (meters)    3649.70   (feet)  ADJUSTED  
 FL1149  ___________________________________________________________________
 FL1149  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL1149  DYNAMIC HT  -        1111.112 (meters)    3645.37  (feet)  COMP
 FL1149  MODELED GRAV-     979,411.0   (mgal)                       NAVD 88
 FL1149
 FL1149  VERT ORDER  -  SECOND    CLASS 0
 FL1149
 FL1149.The horizontal coordinates were scaled from a topographic map and have
 FL1149.an estimated accuracy of +/- 6 seconds.
 FL1149
 FL1149.The orthometric height was determined by differential leveling
 FL1149.and adjusted by the National Geodetic Survey in June 1991..
 FL1149
 FL1149.The geoid height was determined by GEOID03.
 FL1149
 FL1149.The dynamic height is computed by dividing the NAVD 88
 FL1149.geopotential number by the normal gravity value computed on the
 FL1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1149.degrees latitude (g = 980.6199 gals.).
 FL1149
 FL1149.The modeled gravity was interpolated from observed gravity values.
 FL1149
 FL1149;                    North         East    Units  Estimated Accuracy
 FL1149;SPC TX N     - 1,136,180.      174,060.      MT  (+/- 180 meters Scaled)
 FL1149
 FL1149                          SUPERSEDED SURVEY CONTROL
 FL1149
 FL1149  NGVD 29 (??/??/92) 1111.918  (m)         3648.02   (f) ADJ UNCH    2 0
 FL1149
 FL1149.Superseded values are not recommended for survey control.
 FL1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1149.See file dsdata.txt to determine how the superseded data were derived.
 FL1149
 FL1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE465017(NAD 83)
 FL1149_MARKER: DB = BENCH MARK DISK
 FL1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1149_STAMPING: G-228 1934
 FL1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1149+STABILITY: SURFACE MOTION
 FL1149
 FL1149  HISTORY     - Date     Condition        Report By
 FL1149  HISTORY     - 1934     MONUMENTED       CGS
 FL1149
 FL1149                          STATION DESCRIPTION
 FL1149
 FL1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1149'2.7 MI N FROM AMARILLO.
 FL1149'2.7 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 FL1149'AMARILLO, POTTER COUNTY, 0.5 MILE SOUTH OF MILEPOST 2, 300 YARDS
 FL1149'SOUTHEAST OF A WATER TOWER, AND 52 FEET WEST OF THE CENTER LINE OF THE
 FL1149'TRACK.  A STANDARD DISK, STAMPED G 228 1934 AND SET IN THE TOP OF A
 FL1149'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1385 ***********************************************************************
 FL1385  DESIGNATION -  G 229
 FL1385  PID         -  FL1385
 FL1385  STATE/COUNTY-  TX/MOORE
 FL1385  USGS QUAD   -  POLLARD CREEK (1972)
 FL1385
 FL1385                         *CURRENT SURVEY CONTROL
 FL1385  ___________________________________________________________________
 FL1385* NAD 83(1986)-  35 50 59.     (N)    101 38 57.     (W)     SCALED    
 FL1385* NAVD 88     -      1031.745  (meters)    3384.98   (feet)  ADJUSTED  
 FL1385  ___________________________________________________________________
 FL1385  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 FL1385  DYNAMIC HT  -        1030.571 (meters)    3381.13  (feet)  COMP
 FL1385  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 FL1385
 FL1385  VERT ORDER  -  SECOND    CLASS 0
 FL1385
 FL1385.The horizontal coordinates were scaled from a topographic map and have
 FL1385.an estimated accuracy of +/- 6 seconds.
 FL1385
 FL1385.The orthometric height was determined by differential leveling
 FL1385.and adjusted by the National Geodetic Survey in June 1991..
 FL1385
 FL1385.The geoid height was determined by GEOID03.
 FL1385
 FL1385.The dynamic height is computed by dividing the NAVD 88
 FL1385.geopotential number by the normal gravity value computed on the
 FL1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1385.degrees latitude (g = 980.6199 gals.).
 FL1385
 FL1385.The modeled gravity was interpolated from observed gravity values.
 FL1385
 FL1385;                    North         East    Units  Estimated Accuracy
 FL1385;SPC TX N     - 1,205,220.      186,530.      MT  (+/- 180 meters Scaled)
 FL1385
 FL1385                          SUPERSEDED SURVEY CONTROL
 FL1385
 FL1385  NGVD 29 (??/??/92) 1031.245  (m)         3383.34   (f) ADJ UNCH    2 0
 FL1385
 FL1385.Superseded values are not recommended for survey control.
 FL1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1385.See file dsdata.txt to determine how the superseded data were derived.
 FL1385
 FL1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE607705(NAD 83)
 FL1385_MARKER: DB = BENCH MARK DISK
 FL1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1385_STAMPING: G 229 1934
 FL1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1385+STABILITY: SURFACE MOTION
 FL1385
 FL1385  HISTORY     - Date     Condition        Report By
 FL1385  HISTORY     - 1934     MONUMENTED       CGS
 FL1385  HISTORY     - 1952     GOOD             NGS
 FL1385
 FL1385                          STATION DESCRIPTION
 FL1385
 FL1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL1385'11.9 MI W FROM STINNET.
 FL1385'11.9 MILES WEST ALONG STATE HIGHWAY 152 FROM THE PUBLIC SCHOOL AT
 FL1385'STINNET, 79 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 44 FEET EAST
 FL1385'OF THE EXTENDED CENTER LINE OF FARM ROAD 1060, 5 FEET SOUTH OF A
 FL1385'FENCE, 8 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 FL1385'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0350 ***********************************************************************
 AB0350  DESIGNATION -  G 23
 AB0350  PID         -  AB0350
 AB0350  STATE/COUNTY-  TX/CAMERON
 AB0350  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0350
 AB0350                         *CURRENT SURVEY CONTROL
 AB0350  ___________________________________________________________________
 AB0350* NAD 83(1986)-  26 07 52.     (N)    097 29 45.     (W)     SCALED    
 AB0350* NAVD 88     -         5.688  (meters)      18.66   (feet)  ADJUSTED  
 AB0350  ___________________________________________________________________
 AB0350  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 AB0350  DYNAMIC HT  -           5.679 (meters)      18.63  (feet)  COMP
 AB0350  MODELED GRAV-     979,045.8   (mgal)                       NAVD 88
 AB0350
 AB0350  VERT ORDER  -  SECOND    CLASS 0
 AB0350
 AB0350.The horizontal coordinates were scaled from a topographic map and have
 AB0350.an estimated accuracy of +/- 6 seconds.
 AB0350
 AB0350.The orthometric height was determined by differential leveling
 AB0350.and adjusted by the National Geodetic Survey in June 1991..
 AB0350
 AB0350.The geoid height was determined by GEOID03.
 AB0350
 AB0350.The dynamic height is computed by dividing the NAVD 88
 AB0350.geopotential number by the normal gravity value computed on the
 AB0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0350.degrees latitude (g = 980.6199 gals.).
 AB0350
 AB0350.The modeled gravity was interpolated from observed gravity values.
 AB0350
 AB0350;                    North         East    Units  Estimated Accuracy
 AB0350;SPC TX S     - 5,051,860.      400,420.      MT  (+/- 180 meters Scaled)
 AB0350
 AB0350                          SUPERSEDED SURVEY CONTROL
 AB0350
 AB0350  NGVD 29 (??/??/92)    5.798  (m)           19.02   (f) ADJ UNCH    2 0
 AB0350
 AB0350.Superseded values are not recommended for survey control.
 AB0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0350.See file dsdata.txt to determine how the superseded data were derived.
 AB0350
 AB0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP503910(NAD 83)
 AB0350_MARKER: DD = SURVEY DISK
 AB0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0350_SP_SET: CULVERT
 AB0350_STAMPING: G 23 18.87
 AB0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0350
 AB0350  HISTORY     - Date     Condition        Report By
 AB0350  HISTORY     - UNK      MONUMENTED
 AB0350  HISTORY     - 1942     GOOD             NGS
 AB0350  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0350  HISTORY     - 1988     GOOD             USPSQD
 AB0350
 AB0350                          STATION DESCRIPTION
 AB0350
 AB0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0350'1.8 MI NE FROM SAN BENITO.
 AB0350'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0350'SAN BENITO, CAMERON COUNTY, 7.4 MILES SOUTHEAST ALONG A PAVED ROAD
 AB0350'LEADING TO BAYVIEW, 0.4 MILE WEST OF THE CROSSING OF THE SOUTHERN
 AB0350'PACIFIC RAILROAD, 20 FEET NORTH OF AND 0.5 FOOT HIGHER THAN THE
 AB0350'CENTERLINE OF THE ROAD, AT A SMALL CONCRETE CULVERT, AND IN THE CENTER
 AB0350'OF THE TOP OF THE NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK,
 AB0350'STAMPED G 23 18.87.
 AB0350
 AB0350                          STATION RECOVERY (1987)
 AB0350
 AB0350'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0350'MARK NOT FOUND.
 AB0350
 AB0350                          STATION RECOVERY (1988)
 AB0350
 AB0350'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0222 ***********************************************************************
 BQ0222  DESIGNATION -  G 23
 BQ0222  PID         -  BQ0222
 BQ0222  STATE/COUNTY-  TX/HUDSPETH
 BQ0222  USGS QUAD   -  BASS CANYON (1972)
 BQ0222
 BQ0222                         *CURRENT SURVEY CONTROL
 BQ0222  ___________________________________________________________________
 BQ0222* NAD 83(1986)-  30 56 08.     (N)    104 55 10.     (W)     SCALED    
 BQ0222* NAVD 88     -      1263.131  (meters)    4144.12   (feet)  ADJUSTED  
 BQ0222  ___________________________________________________________________
 BQ0222  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BQ0222  DYNAMIC HT  -        1261.126 (meters)    4137.54  (feet)  COMP
 BQ0222  MODELED GRAV-     979,010.2   (mgal)                       NAVD 88
 BQ0222
 BQ0222  VERT ORDER  -  FIRST     CLASS II
 BQ0222
 BQ0222.The horizontal coordinates were scaled from a topographic map and have
 BQ0222.an estimated accuracy of +/- 6 seconds.
 BQ0222
 BQ0222.The orthometric height was determined by differential leveling
 BQ0222.and adjusted by the National Geodetic Survey in June 1991..
 BQ0222
 BQ0222.The geoid height was determined by GEOID03.
 BQ0222
 BQ0222.The dynamic height is computed by dividing the NAVD 88
 BQ0222.geopotential number by the normal gravity value computed on the
 BQ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0222.degrees latitude (g = 980.6199 gals.).
 BQ0222
 BQ0222.The modeled gravity was interpolated from observed gravity values.
 BQ0222
 BQ0222;                    North         East    Units  Estimated Accuracy
 BQ0222;SPC TX C     - 3,149,700.      261,890.      MT  (+/- 180 meters Scaled)
 BQ0222
 BQ0222                          SUPERSEDED SURVEY CONTROL
 BQ0222
 BQ0222  NGVD 29 (??/??/92) 1262.602  (m)         4142.39   (f) ADJ UNCH    1 2
 BQ0222
 BQ0222.Superseded values are not recommended for survey control.
 BQ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0222.See file dsdata.txt to determine how the superseded data were derived.
 BQ0222
 BQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ076224(NAD 83)
 BQ0222_MARKER: DB = BENCH MARK DISK
 BQ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0222_STAMPING: G 23 1917 4142.426 FT.
 BQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0222+STABILITY: SURFACE MOTION
 BQ0222
 BQ0222  HISTORY     - Date     Condition        Report By
 BQ0222  HISTORY     - 1917     MONUMENTED       CGS
 BQ0222  HISTORY     - 1957     GOOD             NGS
 BQ0222
 BQ0222                          STATION DESCRIPTION
 BQ0222
 BQ0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0222'7.7 MI SE FROM HOT WELLS.
 BQ0222'ABOUT 7.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0222'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 90 FEET NORTHEAST OF AND
 BQ0222'ACROSS THE TRACK FROM MILEPOST 706, 44 FEET NORTH-NORTHEAST OF THE
 BQ0222'NEAR RAIL, 4 FEET SOUTHWEST OF A FENCE, 1 FOOT SOUTH OF A WHITE WOODEN
 BQ0222'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE
 BQ0222'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0487 ***********************************************************************
 FL0487  DESIGNATION -  G 230
 FL0487  PID         -  FL0487
 FL0487  STATE/COUNTY-  TX/GRAY
 FL0487  USGS QUAD   -  BOWERS CITY (1976)
 FL0487
 FL0487                         *CURRENT SURVEY CONTROL
 FL0487  ___________________________________________________________________
 FL0487* NAD 83(1986)-  35 28 29.     (N)    100 58 18.     (W)     SCALED    
 FL0487* NAVD 88     -       981.124  (meters)    3218.90   (feet)  ADJUSTED  
 FL0487  ___________________________________________________________________
 FL0487  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 FL0487  DYNAMIC HT  -         980.042 (meters)    3215.35  (feet)  COMP
 FL0487  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 FL0487
 FL0487  VERT ORDER  -  SECOND    CLASS 0
 FL0487
 FL0487.The horizontal coordinates were scaled from a topographic map and have
 FL0487.an estimated accuracy of +/- 6 seconds.
 FL0487
 FL0487.The orthometric height was determined by differential leveling
 FL0487.and adjusted by the National Geodetic Survey in June 1991..
 FL0487
 FL0487.The geoid height was determined by GEOID03.
 FL0487
 FL0487.The dynamic height is computed by dividing the NAVD 88
 FL0487.geopotential number by the normal gravity value computed on the
 FL0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0487.degrees latitude (g = 980.6199 gals.).
 FL0487
 FL0487.The modeled gravity was interpolated from observed gravity values.
 FL0487
 FL0487;                    North         East    Units  Estimated Accuracy
 FL0487;SPC TX N     - 1,163,730.      247,950.      MT  (+/- 180 meters Scaled)
 FL0487
 FL0487                          SUPERSEDED SURVEY CONTROL
 FL0487
 FL0487  NGVD 29 (??/??/92)  980.708  (m)         3217.54   (f) ADJ UNCH    2 0
 FL0487
 FL0487.Superseded values are not recommended for survey control.
 FL0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0487.See file dsdata.txt to determine how the superseded data were derived.
 FL0487
 FL0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE211274(NAD 83)
 FL0487_MARKER: DB = BENCH MARK DISK
 FL0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0487_STAMPING: G 230 1934
 FL0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0487+STABILITY: SURFACE MOTION
 FL0487
 FL0487  HISTORY     - Date     Condition        Report By
 FL0487  HISTORY     - 1934     MONUMENTED       CGS
 FL0487  HISTORY     - 1943     GOOD             NGS
 FL0487  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0487
 FL0487                          STATION DESCRIPTION
 FL0487
 FL0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0487'4.3 MI S FROM PAMPA.
 FL0487'THIS MARK IS ABOUT 4.3 MILES SOUTH ALONG STATE
 FL0487'HIGHWAY 18 FROM THE COURT HOUSE AT PAMPA, GRAY COUNTY, ABOUT 325 FEET
 FL0487'SOUTHWEST OF A GAS METER STATION AND ABOUT 100 FEET WEST OF THE WEST
 FL0487'SIDE OF ANOTHER GAS METER STATION, 2.0 FEET EAST OF A POWER POLE, 4.0
 FL0487'FEET EAST OF A FENCE CORNER, 49.0 FEET WEST OF THE CENTER LINE OF THE
 FL0487'HIGHWAY, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND.
 FL0487
 FL0487                          STATION RECOVERY (1963)
 FL0487
 FL0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0739 ***********************************************************************
 DN0739  DESIGNATION -  G 231
 DN0739  PID         -  DN0739
 DN0739  STATE/COUNTY-  TX/MONTAGUE
 DN0739  USGS QUAD   -  SUNSET (1978)
 DN0739
 DN0739                         *CURRENT SURVEY CONTROL
 DN0739  ___________________________________________________________________
 DN0739* NAD 83(1986)-  33 27 42.     (N)    097 46 10.     (W)     SCALED    
 DN0739* NAVD 88     -       300.037  (meters)     984.37   (feet)  ADJUSTED  
 DN0739  ___________________________________________________________________
 DN0739  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DN0739  DYNAMIC HT  -         299.705 (meters)     983.28  (feet)  COMP
 DN0739  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 DN0739
 DN0739  VERT ORDER  -  FIRST     CLASS II
 DN0739
 DN0739.The horizontal coordinates were scaled from a topographic map and have
 DN0739.an estimated accuracy of +/- 6 seconds.
 DN0739
 DN0739.The orthometric height was determined by differential leveling
 DN0739.and adjusted by the National Geodetic Survey in June 1991..
 DN0739.WARNING-Repeat measurements at this control monument indicate possible
 DN0739.vertical movement.
 DN0739
 DN0739.The geoid height was determined by GEOID03.
 DN0739
 DN0739.The dynamic height is computed by dividing the NAVD 88
 DN0739.geopotential number by the normal gravity value computed on the
 DN0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0739.degrees latitude (g = 980.6199 gals.).
 DN0739
 DN0739.The modeled gravity was interpolated from observed gravity values.
 DN0739
 DN0739;                    North         East    Units  Estimated Accuracy
 DN0739;SPC TXNC     - 2,199,290.      667,910.      MT  (+/- 180 meters Scaled)
 DN0739
 DN0739                          SUPERSEDED SURVEY CONTROL
 DN0739
 DN0739  NGVD 29 (??/??/92)  299.957  (m)          984.11   (f) ADJ UNCH    1 2
 DN0739
 DN0739.Superseded values are not recommended for survey control.
 DN0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0739.See file dsdata.txt to determine how the superseded data were derived.
 DN0739
 DN0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC143031(NAD 83)
 DN0739_MARKER: DB = BENCH MARK DISK
 DN0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0739_STAMPING: G 231 1952
 DN0739_MARK LOGO: CGS   
 DN0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0739+STABILITY: SURFACE MOTION
 DN0739
 DN0739  HISTORY     - Date     Condition        Report By
 DN0739  HISTORY     - 1952     MONUMENTED       CGS
 DN0739  HISTORY     - 1984     GOOD             NGS
 DN0739  HISTORY     - 19961130 MARK NOT FOUND   USPSQD
 DN0739
 DN0739                          STATION DESCRIPTION
 DN0739
 DN0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0739'0.5 MI NW FROM SUNSET.
 DN0739'0.5 MILE NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0739'THE STATION AT SUNSET, 6 POLES NORTHWEST OF MILEPOST 60, 38 FEET
 DN0739'SOUTHWEST OF THE SOUTHWEST RAIL, 40 FEET NORTHEAST OF THE CENTER LINE
 DN0739'OF A NORTHWEST AND SOUTHEAST GRAVELED ROAD, 40 FEET NORTHWEST OF A
 DN0739'TELEGRAPH POLE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF
 DN0739'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DN0739
 DN0739                          STATION RECOVERY (1984)
 DN0739
 DN0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0739'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0739'TO REACH FOLLOWS.  13.2 KM (8.2 MI) SOUTHEASTERLY ALONG THE BURLINGTON
 DN0739'NORTHERN RAILROAD FROM THE STATION IN BOWIE.
 DN0739
 DN0739                          STATION RECOVERY (1996)
 DN0739
 DN0739'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0826 ***********************************************************************
 DN0826  DESIGNATION -  G 232
 DN0826  PID         -  DN0826
 DN0826  STATE/COUNTY-  TX/MONTAGUE
 DN0826  USGS QUAD   -  RINGGOLD (1968)
 DN0826
 DN0826                         *CURRENT SURVEY CONTROL
 DN0826  ___________________________________________________________________
 DN0826* NAD 83(1986)-  33 47 06.     (N)    097 56 57.     (W)     SCALED    
 DN0826* NAVD 88     -       281.475  (meters)     923.47   (feet)  ADJUSTED  
 DN0826  ___________________________________________________________________
 DN0826  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0826  DYNAMIC HT  -         281.168 (meters)     922.47  (feet)  COMP
 DN0826  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 DN0826
 DN0826  VERT ORDER  -  FIRST     CLASS II
 DN0826
 DN0826.The horizontal coordinates were scaled from a topographic map and have
 DN0826.an estimated accuracy of +/- 6 seconds.
 DN0826
 DN0826.The orthometric height was determined by differential leveling
 DN0826.and adjusted by the National Geodetic Survey in June 1991..
 DN0826
 DN0826.The geoid height was determined by GEOID03.
 DN0826
 DN0826.The dynamic height is computed by dividing the NAVD 88
 DN0826.geopotential number by the normal gravity value computed on the
 DN0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0826.degrees latitude (g = 980.6199 gals.).
 DN0826
 DN0826.The modeled gravity was interpolated from observed gravity values.
 DN0826
 DN0826;                    North         East    Units  Estimated Accuracy
 DN0826;SPC TXNC     - 2,235,040.      651,010.      MT  (+/- 180 meters Scaled)
 DN0826
 DN0826                          SUPERSEDED SURVEY CONTROL
 DN0826
 DN0826  NGVD 29 (??/??/92)  281.302  (m)          922.90   (f) ADJ UNCH    1 2
 DN0826
 DN0826.Superseded values are not recommended for survey control.
 DN0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0826.See file dsdata.txt to determine how the superseded data were derived.
 DN0826
 DN0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC972388(NAD 83)
 DN0826_MARKER: DB = BENCH MARK DISK
 DN0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0826_SP_SET: CONCRETE POST
 DN0826_STAMPING: G 232 1952
 DN0826_MARK LOGO: CGS   
 DN0826_PROJECTION: PROJECTING 15 CENTIMETERS
 DN0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0826+STABILITY: SURFACE MOTION
 DN0826
 DN0826  HISTORY     - Date     Condition        Report By
 DN0826  HISTORY     - 1952     MONUMENTED       CGS
 DN0826  HISTORY     - 1986     GOOD             NGS
 DN0826  HISTORY     - 19980214 GOOD             USPSQD
 DN0826
 DN0826                          STATION DESCRIPTION
 DN0826
 DN0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0826'2.8 MI S FROM RINGOLD.
 DN0826'2.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0826'FROM THE STATION AT RINGOLD, AT A PRIVATE ROAD CROSSING, 42.6 FEET
 DN0826'SOUTH OF MILEPOST 527, 44 FEET WEST OF THE WEST RAIL, 32 FEET SOUTH OF
 DN0826'THE CENTER LINE OF A ROAD, 3 FEET EAST OF A FENCE, 3 FEET NORTH OF A
 DN0826'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 DN0826'FOOT ABOVE THE GROUND.
 DN0826
 DN0826                          STATION RECOVERY (1986)
 DN0826
 DN0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0826'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  25.0 KM
 DN0826'(15.55 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0826'HIGHWAY 287 IN BOWIE, THENCE 0.6 KM (0.35 MI) WEST ALONG A GRAVELED
 DN0826'ROAD, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG THE OKLAHOMA KANSAS
 DN0826'TEXAS RAILROAD, 13.4 M (44.0 FT) WEST OF THE NEAR RAIL, 13.0 M
 DN0826'(42.7 FT) SOUTH OF MILEPOST 527, 9.8 M(32.2 FT) SOUTH OF THE CENTER OF
 DN0826'A DIRT ROAD, AND 0.9 M (3.0 FT) EAST OF A FENCE.
 DN0826'THE MARK IS 0.9 METERS  N FROM  A WITNESS POST
 DN0826'THE MARK IS 0.6 M BELOW THE TRACKS.
 DN0826
 DN0826                          STATION RECOVERY (1998)
 DN0826
 DN0826'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0520 ***********************************************************************
 DN0520  DESIGNATION -  G 233
 DN0520  PID         -  DN0520
 DN0520  STATE/COUNTY-  TX/GRAYSON
 DN0520  USGS QUAD   -  SHERMAN (1974)
 DN0520
 DN0520                         *CURRENT SURVEY CONTROL
 DN0520  ___________________________________________________________________
 DN0520* NAD 83(1986)-  33 41 35.     (N)    096 34 23.     (W)     SCALED    
 DN0520* NAVD 88     -       220.277  (meters)     722.69   (feet)  ADJUSTED  
 DN0520  ___________________________________________________________________
 DN0520  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DN0520  DYNAMIC HT  -         220.040 (meters)     721.91  (feet)  COMP
 DN0520  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 DN0520
 DN0520  VERT ORDER  -  SECOND    CLASS 0
 DN0520
 DN0520.The horizontal coordinates were scaled from a topographic map and have
 DN0520.an estimated accuracy of +/- 6 seconds.
 DN0520
 DN0520.The orthometric height was determined by differential leveling
 DN0520.and adjusted by the National Geodetic Survey in June 1991..
 DN0520
 DN0520.The geoid height was determined by GEOID03.
 DN0520
 DN0520.The dynamic height is computed by dividing the NAVD 88
 DN0520.geopotential number by the normal gravity value computed on the
 DN0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0520.degrees latitude (g = 980.6199 gals.).
 DN0520
 DN0520.The modeled gravity was interpolated from observed gravity values.
 DN0520
 DN0520;                    North         East    Units  Estimated Accuracy
 DN0520;SPC TXNC     - 2,226,350.      778,640.      MT  (+/- 180 meters Scaled)
 DN0520
 DN0520                          SUPERSEDED SURVEY CONTROL
 DN0520
 DN0520  NGVD 29 (??/??/92)  220.253  (m)          722.61   (f) ADJ UNCH    2 0
 DN0520
 DN0520.Superseded values are not recommended for survey control.
 DN0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0520.See file dsdata.txt to determine how the superseded data were derived.
 DN0520
 DN0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC249307(NAD 83)
 DN0520_MARKER: DB = BENCH MARK DISK
 DN0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0520_STAMPING: G 233 1952
 DN0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0520+STABILITY: SURFACE MOTION
 DN0520
 DN0520  HISTORY     - Date     Condition        Report By
 DN0520  HISTORY     - 1952     MONUMENTED       CGS
 DN0520
 DN0520                          STATION DESCRIPTION
 DN0520
 DN0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0520'4.5 MI N FROM SHERMAN.
 DN0520'4.5 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 DN0520'UNION STATION AT SHERMAN, 8 FEET SOUTHWEST OF THE 4TH POLE SOUTHWEST
 DN0520'OF MILEPOST 333, 42 FEET NORTHWEST OF THE NORTHWEST RAIL, 6.5 FEET
 DN0520'SOUTHEAST OF A FENCE, 3 FEET NORTHEAST OF A WITNESS POST, 1.2 MILES
 DN0520'SOUTH OF BENCH MARK D 264, SET IN THE TOP OF A CONCRETE POST WHICH
 DN0520'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0418 ***********************************************************************
 FM0418  DESIGNATION -  G 234
 FM0418  PID         -  FM0418
 FM0418  STATE/COUNTY-  TX/HARTLEY
 FM0418  USGS QUAD   -  ROMERO (1971)
 FM0418
 FM0418                         *CURRENT SURVEY CONTROL
 FM0418  ___________________________________________________________________
 FM0418* NAD 83(1986)-  35 44 25.     (N)    102 54 40.     (W)     SCALED    
 FM0418* NAVD 88     -      1238.186  (meters)    4062.28   (feet)  ADJUSTED  
 FM0418  ___________________________________________________________________
 FM0418  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 FM0418  DYNAMIC HT  -        1236.722 (meters)    4057.48  (feet)  COMP
 FM0418  MODELED GRAV-     979,407.3   (mgal)                       NAVD 88
 FM0418
 FM0418  VERT ORDER  -  FIRST     CLASS II
 FM0418
 FM0418.The horizontal coordinates were scaled from a topographic map and have
 FM0418.an estimated accuracy of +/- 6 seconds.
 FM0418
 FM0418.The orthometric height was determined by differential leveling
 FM0418.and adjusted by the National Geodetic Survey in June 1991..
 FM0418
 FM0418.The geoid height was determined by GEOID03.
 FM0418
 FM0418.The dynamic height is computed by dividing the NAVD 88
 FM0418.geopotential number by the normal gravity value computed on the
 FM0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0418.degrees latitude (g = 980.6199 gals.).
 FM0418
 FM0418.The modeled gravity was interpolated from observed gravity values.
 FM0418
 FM0418;                    North         East    Units  Estimated Accuracy
 FM0418;SPC TX N     - 1,193,970.       72,370.      MT  (+/- 180 meters Scaled)
 FM0418
 FM0418                          SUPERSEDED SURVEY CONTROL
 FM0418
 FM0418  NGVD 29 (??/??/92) 1237.625  (m)         4060.44   (f) ADJ UNCH    1 2
 FM0418
 FM0418.Superseded values are not recommended for survey control.
 FM0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0418.See file dsdata.txt to determine how the superseded data were derived.
 FM0418
 FM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV888571(NAD 83)
 FM0418_MARKER: DB = BENCH MARK DISK
 FM0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0418_STAMPING: C-234 1933
 FM0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0418+STABILITY: SURFACE MOTION
 FM0418
 FM0418  HISTORY     - Date     Condition        Report By
 FM0418  HISTORY     - 1933     MONUMENTED       CGS
 FM0418  HISTORY     - 1943     GOOD             NGS
 FM0418
 FM0418                          STATION DESCRIPTION
 FM0418
 FM0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0418'1.5 MI NE FROM ROMERO.
 FM0418'1.5 MILES NORTH EAST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. AT
 FM0418'MILE POST NO. 577 SET IN POST, 150 FEET SOUTH EAST OF THE CENTERLINE
 FM0418'OF THE TRACKS AND 2 FEET NORTH WEST OF THE RIGHT-OF-WAY FENCE.
 FM0418
 FM0418                          STATION RECOVERY (1943)
 FM0418
 FM0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0028 ***********************************************************************
 FM0028  DESIGNATION -  G 236
 FM0028  PID         -  FM0028
 FM0028  STATE/COUNTY-  TX/OLDHAM
 FM0028  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0028
 FM0028                         *CURRENT SURVEY CONTROL
 FM0028  ___________________________________________________________________
 FM0028* NAD 83(1986)-  35 33 42.     (N)    102 20 15.     (W)     SCALED    
 FM0028* NAVD 88     -      1018.438  (meters)    3341.33   (feet)  POSTED    
 FM0028  ___________________________________________________________________
 FM0028  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 FM0028  DYNAMIC HT  -        1017.250 (meters)    3337.43  (feet)  COMP
 FM0028  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 FM0028
 FM0028  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FM0028
 FM0028.The horizontal coordinates were scaled from a topographic map and have
 FM0028.an estimated accuracy of +/- 6 seconds.
 FM0028
 FM0028.The orthometric height was determined by differential leveling
 FM0028.and adjusted by the National Geodetic Survey in 1992..
 FM0028.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FM0028.rate of 1.1 thru 2.0 mm/km.
 FM0028
 FM0028.The geoid height was determined by GEOID03.
 FM0028
 FM0028.The dynamic height is computed by dividing the NAVD 88
 FM0028.geopotential number by the normal gravity value computed on the
 FM0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0028.degrees latitude (g = 980.6199 gals.).
 FM0028
 FM0028.The modeled gravity was interpolated from observed gravity values.
 FM0028
 FM0028;                    North         East    Units  Estimated Accuracy
 FM0028;SPC TX N     - 1,173,570.      124,080.      MT  (+/- 180 meters Scaled)
 FM0028
 FM0028                          SUPERSEDED SURVEY CONTROL
 FM0028
 FM0028  NGVD 29 (??/??/92) 1017.942  (m)         3339.70   (f) ADJ UNCH    1 2
 FM0028
 FM0028.Superseded values are not recommended for survey control.
 FM0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0028.See file dsdata.txt to determine how the superseded data were derived.
 FM0028
 FM0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV413385(NAD 83)
 FM0028_MARKER: DB = BENCH MARK DISK
 FM0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0028_SP_SET: CULVERT
 FM0028_STAMPING: G-236 1933
 FM0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0028
 FM0028  HISTORY     - Date     Condition        Report By
 FM0028  HISTORY     - 1933     MONUMENTED       CGS
 FM0028  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0028  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0028
 FM0028                          STATION DESCRIPTION
 FM0028
 FM0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0028'6.6 MI NW FROM TASCOSA.
 FM0028'6.6 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0028'RAILROAD.  AT CONCRETE CULVERT NO. 378-94.  3 1/2 POLES EAST OF MILE
 FM0028'POLE NO. 379.  SET IN WEST END OF NORTH HEADWALL.
 FM0028
 FM0028                          STATION RECOVERY (1971)
 FM0028
 FM0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0028'MARK NOT FOUND.
 FM0028
 FM0028                          STATION RECOVERY (1985)
 FM0028
 FM0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0028'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1090 ***********************************************************************
 FL1090  DESIGNATION -  G 237
 FL1090  PID         -  FL1090
 FL1090  STATE/COUNTY-  TX/POTTER
 FL1090  USGS QUAD   -  AMARILLO EAST (1973)
 FL1090
 FL1090                         *CURRENT SURVEY CONTROL
 FL1090  ___________________________________________________________________
 FL1090* NAD 83(1986)-  35 12 47.     (N)    101 50 00.     (W)     SCALED    
 FL1090* NAVD 88     -      1118.013  (meters)    3668.01   (feet)  ADJUSTED  
 FL1090  ___________________________________________________________________
 FL1090  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FL1090  DYNAMIC HT  -        1116.688 (meters)    3663.67  (feet)  COMP
 FL1090  MODELED GRAV-     979,410.1   (mgal)                       NAVD 88
 FL1090
 FL1090  VERT ORDER  -  FIRST     CLASS II
 FL1090
 FL1090.The horizontal coordinates were scaled from a topographic map and have
 FL1090.an estimated accuracy of +/- 6 seconds.
 FL1090
 FL1090.The orthometric height was determined by differential leveling
 FL1090.and adjusted by the National Geodetic Survey in June 1991..
 FL1090
 FL1090.The geoid height was determined by GEOID03.
 FL1090
 FL1090.The dynamic height is computed by dividing the NAVD 88
 FL1090.geopotential number by the normal gravity value computed on the
 FL1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1090.degrees latitude (g = 980.6199 gals.).
 FL1090
 FL1090.The modeled gravity was interpolated from observed gravity values.
 FL1090
 FL1090;                    North         East    Units  Estimated Accuracy
 FL1090;SPC TX N     - 1,134,620.      169,650.      MT  (+/- 180 meters Scaled)
 FL1090
 FL1090                          SUPERSEDED SURVEY CONTROL
 FL1090
 FL1090  NGVD 29 (??/??/92) 1117.506  (m)         3666.35   (f) ADJ UNCH    1 2
 FL1090
 FL1090.Superseded values are not recommended for survey control.
 FL1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1090.See file dsdata.txt to determine how the superseded data were derived.
 FL1090
 FL1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE420003(NAD 83)
 FL1090_MARKER: DB = BENCH MARK DISK
 FL1090_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1090_SP_SET: BRIDGE ABUTMENT
 FL1090_STAMPING: G 237 1933
 FL1090_MARK LOGO: CGS   
 FL1090_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1090+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1996
 FL1090
 FL1090  HISTORY     - Date     Condition        Report By
 FL1090  HISTORY     - 1933     MONUMENTED       CGS
 FL1090  HISTORY     - 1935     GOOD             NGS
 FL1090  HISTORY     - 1984     GOOD             NGS
 FL1090  HISTORY     - 1984     GOOD             NGS
 FL1090  HISTORY     - 1985     GOOD             NGS
 FL1090  HISTORY     - 19960929 GOOD             NGS
 FL1090
 FL1090                          STATION DESCRIPTION
 FL1090
 FL1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FL1090'IN AMARILLO.
 FL1090'ALONG THE FORT WORTH AND DENVER CITY RAILROAD.  AT THE VIADUCT.  AT
 FL1090'THE FIRST OPENING, NORTH OF THE FORTH WORTH AND DENVER RAILROAD
 FL1090'TRACKS.  95 FEET WEST OF THE WEST END OF THE LOADING PLATFORM.  SET AT
 FL1090'THE SOUTH WEST CORNER HAND RAIL POST.  40 FEET NORTH OF THE CENTERLINE
 FL1090'OF THE MAIN TRACKS.
 FL1090
 FL1090                          STATION RECOVERY (1935)
 FL1090
 FL1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FL1090'RECOVERED IN GOOD CONDITION.
 FL1090
 FL1090                          STATION RECOVERY (1984)
 FL1090
 FL1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1090'RECOVERED IN GOOD CONDITION.
 FL1090
 FL1090                          STATION RECOVERY (1984)
 FL1090
 FL1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1090'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 FL1090'AMARILLO, AT THE JUNCTION OF THE BURLINGTON NORTHERN RAILROAD AND
 FL1090'FILLMORE STREET, IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF
 FL1090'THE NORTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE STREET,
 FL1090'15.2 M (49.9 FT) WEST OF THE CENTER OF THE STREET, AND 3.1 M (10.2
 FL1090'FT) NORTH OF THE NEAR RAIL.
 FL1090'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 FL1090
 FL1090                          STATION RECOVERY (1985)
 FL1090
 FL1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FL1090'RECOVERED IN GOOD CONDITION.
 FL1090
 FL1090                          STATION RECOVERY (1996)
 FL1090
 FL1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 FL1090'IN AMARILLO, AT THE INTERSECTION OF FILLMORE STREET AND THE BURLINGTON
 FL1090'NORTHERN RAILROAD, IN TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END
 FL1090'OF THE WEST CONCRETE ABUTMENT OF THE MOST SOUTHERLY OF 3 TRACKS
 FL1090'CROSSING THE STREET, 10.0 M (32.8 FT) WEST OF THE STREET CENTER, 3.7 M
 FL1090'(12.1 FT) NORTH OF THE NEAR RAIL, AND 0.4 M (1.3 FT) BELOW THE LEVEL
 FL1090'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0045 ***********************************************************************
 GL0045  DESIGNATION -  G 238
 GL0045  PID         -  GL0045
 GL0045  STATE/COUNTY-  TX/SHERMAN
 GL0045  USGS QUAD   -  STRATFORD (1964)
 GL0045
 GL0045                         *CURRENT SURVEY CONTROL
 GL0045  ___________________________________________________________________
 GL0045* NAD 83(1986)-  36 21 37.     (N)    102 01 36.     (W)     SCALED    
 GL0045* NAVD 88     -      1105.363  (meters)    3626.51   (feet)  ADJUSTED  
 GL0045  ___________________________________________________________________
 GL0045  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 GL0045  DYNAMIC HT  -        1104.148 (meters)    3622.53  (feet)  COMP
 GL0045  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 GL0045
 GL0045  VERT ORDER  -  FIRST     CLASS II
 GL0045
 GL0045.The horizontal coordinates were scaled from a topographic map and have
 GL0045.an estimated accuracy of +/- 6 seconds.
 GL0045
 GL0045.The orthometric height was determined by differential leveling
 GL0045.and adjusted by the National Geodetic Survey in June 1991..
 GL0045
 GL0045.The geoid height was determined by GEOID03.
 GL0045
 GL0045.The dynamic height is computed by dividing the NAVD 88
 GL0045.geopotential number by the normal gravity value computed on the
 GL0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0045.degrees latitude (g = 980.6199 gals.).
 GL0045
 GL0045.The modeled gravity was interpolated from observed gravity values.
 GL0045
 GL0045;                    North         East    Units  Estimated Accuracy
 GL0045;SPC TX N     - 1,261,980.      152,730.      MT  (+/- 180 meters Scaled)
 GL0045
 GL0045                          SUPERSEDED SURVEY CONTROL
 GL0045
 GL0045  NGVD 29 (??/??/92) 1104.861  (m)         3624.86   (f) ADJ UNCH    1 2
 GL0045
 GL0045.Superseded values are not recommended for survey control.
 GL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0045.See file dsdata.txt to determine how the superseded data were derived.
 GL0045
 GL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA667280(NAD 83)
 GL0045_MARKER: DB = BENCH MARK DISK
 GL0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0045_STAMPING: G-238, 1933
 GL0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0045+STABILITY: SURFACE MOTION
 GL0045
 GL0045  HISTORY     - Date     Condition        Report By
 GL0045  HISTORY     - 1933     MONUMENTED       CGS
 GL0045  HISTORY     - 1964     MARK NOT FOUND   USGS
 GL0045
 GL0045                          STATION DESCRIPTION
 GL0045
 GL0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0045'3.0 MI NE FROM STRATFORD.
 GL0045'3.0 MILES NORTH EAST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GL0045'RAILROAD.  AT ROAD CROSSING, 10 POLES SOUTH WEST OF MILE POLE NO. 511.
 GL0045'SET IN POST, 45 FEET NORTH WEST OF THE CENTERLINE OF THE TRACKS AND 4
 GL0045'FEET SOUTH WEST OF POLE.
 GL0045
 GL0045                          STATION RECOVERY (1964)
 GL0045
 GL0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GL0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0966 ***********************************************************************
 BZ0966  DESIGNATION -  G 239
 BZ0966  PID         -  BZ0966
 BZ0966  STATE/COUNTY-  TX/BELL
 BZ0966  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ0966
 BZ0966                         *CURRENT SURVEY CONTROL
 BZ0966  ___________________________________________________________________
 BZ0966* NAD 83(1986)-  31 04 24.     (N)    097 50 07.     (W)     SCALED    
 BZ0966* NAVD 88     -       312.079  (meters)    1023.88   (feet)  ADJUSTED  
 BZ0966  ___________________________________________________________________
 BZ0966  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BZ0966  DYNAMIC HT  -         311.661 (meters)    1022.51  (feet)  COMP
 BZ0966  MODELED GRAV-     979,291.5   (mgal)                       NAVD 88
 BZ0966
 BZ0966  VERT ORDER  -  FIRST     CLASS II
 BZ0966
 BZ0966.The horizontal coordinates were scaled from a topographic map and have
 BZ0966.an estimated accuracy of +/- 6 seconds.
 BZ0966
 BZ0966.The orthometric height was determined by differential leveling
 BZ0966.and adjusted by the National Geodetic Survey in June 1991..
 BZ0966
 BZ0966.The geoid height was determined by GEOID03.
 BZ0966
 BZ0966.The dynamic height is computed by dividing the NAVD 88
 BZ0966.geopotential number by the normal gravity value computed on the
 BZ0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0966.degrees latitude (g = 980.6199 gals.).
 BZ0966
 BZ0966.The modeled gravity was interpolated from observed gravity values.
 BZ0966
 BZ0966;                    North         East    Units  Estimated Accuracy
 BZ0966;SPC TX C     - 3,158,610.      938,340.      MT  (+/- 180 meters Scaled)
 BZ0966
 BZ0966                          SUPERSEDED SURVEY CONTROL
 BZ0966
 BZ0966  NGVD 29 (??/??/92)  311.996  (m)         1023.61   (f) ADJ UNCH    1 2
 BZ0966
 BZ0966.Superseded values are not recommended for survey control.
 BZ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0966.See file dsdata.txt to determine how the superseded data were derived.
 BZ0966
 BZ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV111383(NAD 83)
 BZ0966_MARKER: DB = BENCH MARK DISK
 BZ0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0966_STAMPING: G 239 1953
 BZ0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0966+STABILITY: SURFACE MOTION
 BZ0966
 BZ0966  HISTORY     - Date     Condition        Report By
 BZ0966  HISTORY     - 1953     MONUMENTED       CGS
 BZ0966  HISTORY     - 1958     GOOD             DOD
 BZ0966  HISTORY     - 1983     GOOD             NGS
 BZ0966
 BZ0966                          STATION DESCRIPTION
 BZ0966
 BZ0966'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 BZ0966'9.8 MI SW FROM KILLEEN.
 BZ0966'9.8 MILES SOUTHWEST OF KILLEEN, BELL COUNTY, FROM THE GULF, COLORADO
 BZ0966'AND SANTA FE RAILWAY STATION, 0.1 MILE SOUTH ALONG AN OILED STREET,
 BZ0966'6.4 MILES WEST ALONG U. S. HIGHWAY 190, 3.3 MILES SOUTH ALONG A ROAD
 BZ0966'LEADING TO GRAY AFB, AT GRAY AFB, 300 FEET NORTHWEST OF THE WEST
 BZ0966'CORNER OF A HANGAR, 140 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 BZ0966'RAMP, 68.7 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 9 FEET SOUTH
 BZ0966'OF A POWER-TRANSMISSION LINE POLE, 3 FEET NORTHWEST OF A WHITE WOODEN
 BZ0966'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BZ0966'FOOT ABOVE GROUND.
 BZ0966
 BZ0966                          STATION RECOVERY (1983)
 BZ0966
 BZ0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0352 ***********************************************************************
 AB0352  DESIGNATION -  G 24
 AB0352  PID         -  AB0352
 AB0352  STATE/COUNTY-  TX/CAMERON
 AB0352  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0352
 AB0352                         *CURRENT SURVEY CONTROL
 AB0352  ___________________________________________________________________
 AB0352* NAD 83(1986)-  26 07 49.     (N)    097 29 01.     (W)     SCALED    
 AB0352* NAVD 88     -         5.386  (meters)      17.67   (feet)  ADJUSTED  
 AB0352  ___________________________________________________________________
 AB0352  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 AB0352  DYNAMIC HT  -           5.377 (meters)      17.64  (feet)  COMP
 AB0352  MODELED GRAV-     979,046.9   (mgal)                       NAVD 88
 AB0352
 AB0352  VERT ORDER  -  SECOND    CLASS 0
 AB0352
 AB0352.The horizontal coordinates were scaled from a topographic map and have
 AB0352.an estimated accuracy of +/- 6 seconds.
 AB0352
 AB0352.The orthometric height was determined by differential leveling
 AB0352.and adjusted by the National Geodetic Survey in June 1991..
 AB0352
 AB0352.The geoid height was determined by GEOID03.
 AB0352
 AB0352.The dynamic height is computed by dividing the NAVD 88
 AB0352.geopotential number by the normal gravity value computed on the
 AB0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0352.degrees latitude (g = 980.6199 gals.).
 AB0352
 AB0352.The modeled gravity was interpolated from observed gravity values.
 AB0352
 AB0352;                    North         East    Units  Estimated Accuracy
 AB0352;SPC TX S     - 5,051,780.      401,650.      MT  (+/- 180 meters Scaled)
 AB0352
 AB0352                          SUPERSEDED SURVEY CONTROL
 AB0352
 AB0352  NGVD 29 (??/??/92)    5.496  (m)           18.03   (f) ADJ UNCH    2 0
 AB0352
 AB0352.Superseded values are not recommended for survey control.
 AB0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0352.See file dsdata.txt to determine how the superseded data were derived.
 AB0352
 AB0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP516909(NAD 83)
 AB0352_MARKER: DD = SURVEY DISK
 AB0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0352_SP_SET: CULVERT
 AB0352_STAMPING: G 24 17.86
 AB0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0352
 AB0352  HISTORY     - Date     Condition        Report By
 AB0352  HISTORY     - UNK      MONUMENTED
 AB0352  HISTORY     - 1942     GOOD             NGS
 AB0352  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0352  HISTORY     - 1988     GOOD             USPSQD
 AB0352
 AB0352                          STATION DESCRIPTION
 AB0352
 AB0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0352'1.8 MI NE FROM SAN BENITO.
 AB0352'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0352'SAN BENITO, CAMERON COUNTY, 8.2 MILES SOUTHEAST ALONG A PAVED ROAD
 AB0352'LEADING TO BAYVIEW.  15 FEET NORTH OF AND 2 FEET HIGHER THAN THE
 AB0352'CENTERLINE OF THE ROAD, AT A LARGE CONCRETE CULVERT, AND IN THE CENTER
 AB0352'OF THE TOP OF THE NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK,
 AB0352'STAMPED G 24 17.86.
 AB0352
 AB0352                          STATION RECOVERY (1987)
 AB0352
 AB0352'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0352'MARK NOT FOUND.
 AB0352
 AB0352                          STATION RECOVERY (1988)
 AB0352
 AB0352'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0476 ***********************************************************************
 BM0476  DESIGNATION -  G 240
 BM0476  PID         -  BM0476
 BM0476  STATE/COUNTY-  TX/BASTROP
 BM0476  USGS QUAD   -  ELGIN WEST (1982)
 BM0476
 BM0476                         *CURRENT SURVEY CONTROL
 BM0476  ___________________________________________________________________
 BM0476* NAD 83(1986)-  30 20 28.     (N)    097 24 21.     (W)     SCALED    
 BM0476* NAVD 88     -       156.09   (+/-2cm)     512.1    (feet)  VERTCON   
 BM0476  ___________________________________________________________________
 BM0476  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0476
 BM0476  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0476
 BM0476.The horizontal coordinates were scaled from a topographic map and have
 BM0476.an estimated accuracy of +/- 6 seconds.
 BM0476
 BM0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0476.The vertical order pertains to the NGVD 29 superseded value.
 BM0476
 BM0476.The geoid height was determined by GEOID03.
 BM0476
 BM0476;                    North         East    Units  Estimated Accuracy
 BM0476;SPC TX C     - 3,078,470.      981,450.      MT  (+/- 180 meters Scaled)
 BM0476
 BM0476                          SUPERSEDED SURVEY CONTROL
 BM0476
 BM0476  NGVD 29 (??/??/92)  156.017  (m)          511.87   (f) ADJ UNCH    1 2
 BM0476
 BM0476.Superseded values are not recommended for survey control.
 BM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0476.See file dsdata.txt to determine how the superseded data were derived.
 BM0476
 BM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU532576(NAD 83)
 BM0476_MARKER: DB = BENCH MARK DISK
 BM0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0476_STAMPING: G 240 1953
 BM0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0476+STABILITY: SURFACE MOTION
 BM0476
 BM0476  HISTORY     - Date     Condition        Report By
 BM0476  HISTORY     - 1953     MONUMENTED       CGS
 BM0476  HISTORY     - 19910710 GOOD             USPSQD
 BM0476  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0476  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0476
 BM0476                          STATION DESCRIPTION
 BM0476
 BM0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0476'2.3 MI W FROM ELGIN.
 BM0476'2.3 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0476'STATION AT ELGIN, 159 FEET NORTH OF MILEPOST 90, 95 FEET NORTHWEST OF
 BM0476'THE CENTER OF A GRAVELED ROAD CROSSING, 91.8 FEET NORTHWEST OF THE
 BM0476'NORTHWEST RAIL, 36 FEET WEST OF A FENCE CORNER, 35 FEET NORTHEAST OF
 BM0476'THE CENTER LINE OF A GRAVELED ROAD, 12 FEET SOUTHEAST OF THE CENTER OF
 BM0476'A WIRE GATE, 3.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BM0476'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0476
 BM0476                          STATION RECOVERY (1991)
 BM0476
 BM0476'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0476'RECOVERED IN GOOD CONDITION.
 BM0476
 BM0476                          STATION RECOVERY (1999)
 BM0476
 BM0476'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0476'MARK NOT FOUND.
 BM0476
 BM0476                          STATION RECOVERY (2004)
 BM0476
 BM0476'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0297 ***********************************************************************
 GL0297  DESIGNATION -  G 241
 GL0297  PID         -  GL0297
 GL0297  STATE/COUNTY-  TX/DALLAM
 GL0297  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL0297
 GL0297                         *CURRENT SURVEY CONTROL
 GL0297  ___________________________________________________________________
 GL0297* NAD 83(1986)-  36 17 55.     (N)    102 32 15.     (W)     SCALED    
 GL0297* NAVD 88     -      1256.613  (meters)    4122.74   (feet)  ADJUSTED  
 GL0297  ___________________________________________________________________
 GL0297  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 GL0297  DYNAMIC HT  -        1255.177 (meters)    4118.03  (feet)  COMP
 GL0297  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 GL0297
 GL0297  VERT ORDER  -  FIRST     CLASS II
 GL0297
 GL0297.The horizontal coordinates were scaled from a topographic map and have
 GL0297.an estimated accuracy of +/- 6 seconds.
 GL0297
 GL0297.The orthometric height was determined by differential leveling
 GL0297.and adjusted by the National Geodetic Survey in June 1991..
 GL0297
 GL0297.The geoid height was determined by GEOID03.
 GL0297
 GL0297.The dynamic height is computed by dividing the NAVD 88
 GL0297.geopotential number by the normal gravity value computed on the
 GL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0297.degrees latitude (g = 980.6199 gals.).
 GL0297
 GL0297.The modeled gravity was interpolated from observed gravity values.
 GL0297
 GL0297;                    North         East    Units  Estimated Accuracy
 GL0297;SPC TX N     - 1,255,500.      106,810.      MT  (+/- 180 meters Scaled)
 GL0297
 GL0297                          SUPERSEDED SURVEY CONTROL
 GL0297
 GL0297.No superseded survey control is available for this station.
 GL0297
 GL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA211198(NAD 83)
 GL0297_MARKER: DB = BENCH MARK DISK
 GL0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0297_SP_SET: MONUMENT
 GL0297_STAMPING: G - 241 1933
 GL0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0297
 GL0297  HISTORY     - Date     Condition        Report By
 GL0297  HISTORY     - 1933     MONUMENTED       CGS
 GL0297  HISTORY     - 1934     GOOD             NGS
 GL0297  HISTORY     - 1973     MARK NOT FOUND   NGS
 GL0297  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0297
 GL0297                          STATION DESCRIPTION
 GL0297
 GL0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0297'18.2 MI N FROM DALHART.
 GL0297'18.2 MILES NORTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF STATE
 GL0297'HIGHWAY NO. 41.  21 FT. SOUTH OF THE CENTER OF A RANCH ROAD TO THE
 GL0297'EAST.  33 FT. WEST OF THE CENTER OF THE HIGHWAY.
 GL0297
 GL0297                          STATION RECOVERY (1973)
 GL0297
 GL0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GL0297'MARK NOT FOUND.
 GL0297
 GL0297                          STATION RECOVERY (1985)
 GL0297
 GL0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0297'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0272 ***********************************************************************
 GL0272  DESIGNATION -  G 242
 GL0272  PID         -  GL0272
 GL0272  STATE/COUNTY-  TX/DALLAM
 GL0272  USGS QUAD   -  CORLENA (1973)
 GL0272
 GL0272                         *CURRENT SURVEY CONTROL
 GL0272  ___________________________________________________________________
 GL0272* NAD 83(1986)-  36 20 55.     (N)    102 59 22.     (W)     SCALED    
 GL0272* NAVD 88     -      1392.657  (meters)    4569.08   (feet)  ADJUSTED  
 GL0272  ___________________________________________________________________
 GL0272  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 GL0272  DYNAMIC HT  -        1391.026 (meters)    4563.72  (feet)  COMP
 GL0272  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 GL0272
 GL0272  VERT ORDER  -  FIRST     CLASS II
 GL0272
 GL0272.The horizontal coordinates were scaled from a topographic map and have
 GL0272.an estimated accuracy of +/- 6 seconds.
 GL0272
 GL0272.The orthometric height was determined by differential leveling
 GL0272.and adjusted by the National Geodetic Survey in June 1991..
 GL0272
 GL0272.The geoid height was determined by GEOID03.
 GL0272
 GL0272.The dynamic height is computed by dividing the NAVD 88
 GL0272.geopotential number by the normal gravity value computed on the
 GL0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0272.degrees latitude (g = 980.6199 gals.).
 GL0272
 GL0272.The modeled gravity was interpolated from observed gravity values.
 GL0272
 GL0272;                    North         East    Units  Estimated Accuracy
 GL0272;SPC TX N     - 1,261,570.       66,300.      MT  (+/- 180 meters Scaled)
 GL0272
 GL0272                          SUPERSEDED SURVEY CONTROL
 GL0272
 GL0272  NGVD 29 (??/??/92) 1391.99   (m)         4566.9    (f) COMPUTED    1 2
 GL0272
 GL0272.Superseded values are not recommended for survey control.
 GL0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0272.See file dsdata.txt to determine how the superseded data were derived.
 GL0272
 GL0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA804244(NAD 83)
 GL0272_MARKER: DB = BENCH MARK DISK
 GL0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL0272_SP_SET: ABUTMENT
 GL0272_STAMPING: G 242 1934
 GL0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0272+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL0272
 GL0272  HISTORY     - Date     Condition        Report By
 GL0272  HISTORY     - 1934     MONUMENTED       CGS
 GL0272  HISTORY     - 1956     GOOD             NGS
 GL0272  HISTORY     - 20040805 GOOD             USPSQD
 GL0272
 GL0272                          STATION DESCRIPTION
 GL0272
 GL0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GL0272'2.9 MI SE FROM TEXLINE.
 GL0272'2.9 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0272'THE STATION AT TEXLINE, 3.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.5
 GL0272'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END
 GL0272'OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE 450.2.
 GL0272
 GL0272                          STATION RECOVERY (2004)
 GL0272
 GL0272'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0829 ***********************************************************************
 DN0829  DESIGNATION -  G 243
 DN0829  PID         -  DN0829
 DN0829  STATE/COUNTY-  TX/MONTAGUE
 DN0829  USGS QUAD   -  RINGGOLD (1968)
 DN0829
 DN0829                         *CURRENT SURVEY CONTROL
 DN0829  ___________________________________________________________________
 DN0829* NAD 83(1986)-  33 49 28.     (N)    097 57 03.     (W)     SCALED    
 DN0829* NAVD 88     -       271.301  (meters)     890.09   (feet)  ADJUSTED  
 DN0829  ___________________________________________________________________
 DN0829  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DN0829  DYNAMIC HT  -         271.006 (meters)     889.13  (feet)  COMP
 DN0829  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 DN0829
 DN0829  VERT ORDER  -  FIRST     CLASS II
 DN0829
 DN0829.The horizontal coordinates were scaled from a topographic map and have
 DN0829.an estimated accuracy of +/- 6 seconds.
 DN0829
 DN0829.The orthometric height was determined by differential leveling
 DN0829.and adjusted by the National Geodetic Survey in June 1991..
 DN0829
 DN0829.The geoid height was determined by GEOID03.
 DN0829
 DN0829.The dynamic height is computed by dividing the NAVD 88
 DN0829.geopotential number by the normal gravity value computed on the
 DN0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0829.degrees latitude (g = 980.6199 gals.).
 DN0829
 DN0829.The modeled gravity was interpolated from observed gravity values.
 DN0829
 DN0829;                    North         East    Units  Estimated Accuracy
 DN0829;SPC TXNC     - 2,239,420.      650,840.      MT  (+/- 180 meters Scaled)
 DN0829
 DN0829                          SUPERSEDED SURVEY CONTROL
 DN0829
 DN0829  NGVD 29 (??/??/92)  271.201  (m)          889.77   (f) ADJ UNCH    1 2
 DN0829
 DN0829.Superseded values are not recommended for survey control.
 DN0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0829.See file dsdata.txt to determine how the superseded data were derived.
 DN0829
 DN0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC970431(NAD 83)
 DN0829_MARKER: DB = BENCH MARK DISK
 DN0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0829_STAMPING: G 243 1934 889.742
 DN0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0829+STABILITY: SURFACE MOTION
 DN0829
 DN0829  HISTORY     - Date     Condition        Report By
 DN0829  HISTORY     - 1934     MONUMENTED       CGS
 DN0829  HISTORY     - 1952     GOOD             NGS
 DN0829  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0829  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0829
 DN0829                          STATION DESCRIPTION
 DN0829
 DN0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0829'IN RINGOLD.
 DN0829'AT RINGOLD, 70 FEET WEST OF THE NORTHWEST CORNER OF THE CHICAGO, ROCK
 DN0829'ISLAND AND PACIFIC RAILROAD FROM THE STATION, 48 FEET WEST OF THE WEST
 DN0829'RAIL OF THE MAIN TRACK, 33 FEET WEST OF THE WEST RAIL OF A SIDE TRACK,
 DN0829'53.7 FEET NORTH OF THE 11TH POLE SOUTH OF MILEPOST 524, 9.8 FEET WEST
 DN0829'OF A FENCE, 2.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 DN0829'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0829
 DN0829                          STATION RECOVERY (1986)
 DN0829
 DN0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0829'MARK NOT FOUND.
 DN0829
 DN0829                          STATION RECOVERY (1998)
 DN0829
 DN0829'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0356 ***********************************************************************
 EM0356  DESIGNATION -  G 244
 EM0356  PID         -  EM0356
 EM0356  STATE/COUNTY-  TX/WILBARGER
 EM0356  USGS QUAD   -  VERNON (1983)
 EM0356
 EM0356                         *CURRENT SURVEY CONTROL
 EM0356  ___________________________________________________________________
 EM0356* NAD 83(1986)-  34 09 41.     (N)    099 16 48.     (W)     SCALED    
 EM0356* NAVD 88     -       368.318  (meters)    1208.39   (feet)  ADJUSTED  
 EM0356  ___________________________________________________________________
 EM0356  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 EM0356  DYNAMIC HT  -         367.905 (meters)    1207.04  (feet)  COMP
 EM0356  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 EM0356
 EM0356  VERT ORDER  -  FIRST     CLASS II
 EM0356
 EM0356.The horizontal coordinates were scaled from a topographic map and have
 EM0356.an estimated accuracy of +/- 6 seconds.
 EM0356
 EM0356.The orthometric height was determined by differential leveling
 EM0356.and adjusted by the National Geodetic Survey in June 1991..
 EM0356
 EM0356.The geoid height was determined by GEOID03.
 EM0356
 EM0356.The dynamic height is computed by dividing the NAVD 88
 EM0356.geopotential number by the normal gravity value computed on the
 EM0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0356.degrees latitude (g = 980.6199 gals.).
 EM0356
 EM0356.The modeled gravity was interpolated from observed gravity values.
 EM0356
 EM0356;                    North         East    Units  Estimated Accuracy
 EM0356;SPC TXNC     - 2,276,930.      528,070.      MT  (+/- 180 meters Scaled)
 EM0356
 EM0356                          SUPERSEDED SURVEY CONTROL
 EM0356
 EM0356  NGVD 29 (??/??/92)  368.185  (m)         1207.95   (f) ADJ UNCH    1 2
 EM0356
 EM0356.Superseded values are not recommended for survey control.
 EM0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0356.See file dsdata.txt to determine how the superseded data were derived.
 EM0356
 EM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC741800(NAD 83)
 EM0356_MARKER: DB = BENCH MARK DISK
 EM0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EM0356_SP_SET: BUILDING
 EM0356_STAMPING: G 244 1934
 EM0356_MARK LOGO: CGS   
 EM0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0356
 EM0356  HISTORY     - Date     Condition        Report By
 EM0356  HISTORY     - 1934     MONUMENTED       CGS
 EM0356  HISTORY     - 1957     GOOD             NGS
 EM0356  HISTORY     - 1984     GOOD             NGS
 EM0356
 EM0356                          STATION DESCRIPTION
 EM0356
 EM0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0356'IN VERNON.
 EM0356'AT VERNON, ABOUT 2,500 FEET EAST OF THE ST. LOUIS-SAN FRANCISCO
 EM0356'RAILWAY STATION, 50 FEET NORTH OF THE TRACK, AT THE MILL AND MILL COS.
 EM0356'CONCRETE BUILDING, IN THE SOUTH WALL, NEAR THE SOUTHEAST CORNER, JUST
 EM0356'EAST OF A CONCRETE PORCH, AND 5 FEET ABOVE THE GROUND.  NOTE-- THIS
 EM0356'MARK WAS RECOVERED IN WALL OF BUILDING ABOUT 0.15 MILE EAST OF FRISCO
 EM0356'RAILROAD STATION INSTEAD OF 2500 FEET AS ORIGINALLY DESCRIBED.
 EM0356
 EM0356                          STATION RECOVERY (1984)
 EM0356
 EM0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0356'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 EM0356'MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 EM0356'STATION IN VERNON, SET VERTICALLY IN THE SOUTHEAST CORNER OF THE SAM
 EM0356'PIERCE PLANT BUILDING, 15.3 METERS (50.2 FT) NORTH OF THE NORTH RAIL
 EM0356'OF A SPUR TRACK LEADING SOUTH, AND 3.9 METERS (12.8 FT) WEST OF THE
 EM0356'SOUTHWEST CORNER OF THE BUILDING.
 EM0356'THE MARK IS 1.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0484 ***********************************************************************
 DN0484  DESIGNATION -  G 246
 DN0484  PID         -  DN0484
 DN0484  STATE/COUNTY-  TX/GRAYSON
 DN0484  USGS QUAD   -  POTTSBORO (1982)
 DN0484
 DN0484                         *CURRENT SURVEY CONTROL
 DN0484  ___________________________________________________________________
 DN0484* NAD 83(1986)-  33 45 19.     (N)    096 38 35.     (W)     SCALED    
 DN0484* NAVD 88     -       236.237  (meters)     775.05   (feet)  ADJUSTED  
 DN0484  ___________________________________________________________________
 DN0484  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DN0484  DYNAMIC HT  -         235.983 (meters)     774.22  (feet)  COMP
 DN0484  MODELED GRAV-     979,552.7   (mgal)                       NAVD 88
 DN0484
 DN0484  VERT ORDER  -  SECOND    CLASS 0
 DN0484
 DN0484.The horizontal coordinates were scaled from a topographic map and have
 DN0484.an estimated accuracy of +/- 6 seconds.
 DN0484
 DN0484.The orthometric height was determined by differential leveling
 DN0484.and adjusted by the National Geodetic Survey in June 1991..
 DN0484
 DN0484.The geoid height was determined by GEOID03.
 DN0484
 DN0484.The dynamic height is computed by dividing the NAVD 88
 DN0484.geopotential number by the normal gravity value computed on the
 DN0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0484.degrees latitude (g = 980.6199 gals.).
 DN0484
 DN0484.The modeled gravity was interpolated from observed gravity values.
 DN0484
 DN0484;                    North         East    Units  Estimated Accuracy
 DN0484;SPC TXNC     - 2,233,130.      772,030.      MT  (+/- 180 meters Scaled)
 DN0484
 DN0484                          SUPERSEDED SURVEY CONTROL
 DN0484
 DN0484  NGVD 29 (??/??/92)  236.200  (m)          774.93   (f) ADJ UNCH    2 0
 DN0484
 DN0484.Superseded values are not recommended for survey control.
 DN0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0484.See file dsdata.txt to determine how the superseded data were derived.
 DN0484
 DN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC183375(NAD 83)
 DN0484_MARKER: DB = BENCH MARK DISK
 DN0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0484_STAMPING: G 246 1934
 DN0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0484+STABILITY: SURFACE MOTION
 DN0484
 DN0484  HISTORY     - Date     Condition        Report By
 DN0484  HISTORY     - 1934     MONUMENTED       CGS
 DN0484  HISTORY     - 1956     GOOD             AMS
 DN0484  HISTORY     - 1978     MARK NOT FOUND   USGS
 DN0484  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0484
 DN0484                          STATION DESCRIPTION
 DN0484
 DN0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0484'1.5 MI E FROM POTTSBORO.
 DN0484'1.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0484'THE STATION AT POTTSBORO, GRAYSON COUNTY, ABOUT 6 POLES WEST OF
 DN0484'MILEPOST 668, AT A ROAD CROSSING, ABOUT 35 FEET EAST OF THE CENTER
 DN0484'LINE OF THE ROAD, AND ABOUT 30 FEET NORTH OF THE TRACK.  A STANDARD
 DN0484'DISK, STAMPED G 246 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DN0484
 DN0484                          STATION RECOVERY (1956)
 DN0484
 DN0484'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DN0484'RECOVERED IN GOOD CONDITION.
 DN0484
 DN0484                          STATION RECOVERY (1978)
 DN0484
 DN0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DN0484'MARK NOT FOUND.
 DN0484
 DN0484                          STATION RECOVERY (1995)
 DN0484
 DN0484'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0639 ***********************************************************************
 DN0639  DESIGNATION -  G 247
 DN0639  PID         -  DN0639
 DN0639  STATE/COUNTY-  TX/DENTON
 DN0639  USGS QUAD   -  SANGER (1978)
 DN0639
 DN0639                         *CURRENT SURVEY CONTROL
 DN0639  ___________________________________________________________________
 DN0639* NAD 83(1986)-  33 15 41.     (N)    097 14 17.     (W)     SCALED    
 DN0639* NAVD 88     -       225.417  (meters)     739.56   (feet)  ADJUSTED  
 DN0639  ___________________________________________________________________
 DN0639  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DN0639  DYNAMIC HT  -         225.165 (meters)     738.73  (feet)  COMP
 DN0639  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 DN0639
 DN0639  VERT ORDER  -  SECOND    CLASS 0
 DN0639
 DN0639.The horizontal coordinates were scaled from a topographic map and have
 DN0639.an estimated accuracy of +/- 6 seconds.
 DN0639
 DN0639.The orthometric height was determined by differential leveling
 DN0639.and adjusted by the National Geodetic Survey in June 1991..
 DN0639.WARNING-Repeat measurements at this control monument indicate possible
 DN0639.vertical movement.
 DN0639
 DN0639.The geoid height was determined by GEOID03.
 DN0639
 DN0639.The dynamic height is computed by dividing the NAVD 88
 DN0639.geopotential number by the normal gravity value computed on the
 DN0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0639.degrees latitude (g = 980.6199 gals.).
 DN0639
 DN0639.The modeled gravity was interpolated from observed gravity values.
 DN0639
 DN0639;                    North         East    Units  Estimated Accuracy
 DN0639;SPC TXNC     - 2,177,550.      717,570.      MT  (+/- 180 meters Scaled)
 DN0639
 DN0639                          SUPERSEDED SURVEY CONTROL
 DN0639
 DN0639  NGVD 29 (??/??/92)  225.387  (m)          739.46   (f) ADJ UNCH    2 0
 DN0639
 DN0639.Superseded values are not recommended for survey control.
 DN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0639.See file dsdata.txt to determine how the superseded data were derived.
 DN0639
 DN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB641816(NAD 83)
 DN0639_MARKER: DB = BENCH MARK DISK
 DN0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0639_SP_SET: WALL
 DN0639_STAMPING: G 247 1934 739.437
 DN0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0639+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0639
 DN0639  HISTORY     - Date     Condition        Report By
 DN0639  HISTORY     - 1934     MONUMENTED       CGS
 DN0639  HISTORY     - 1946     GOOD             NGS
 DN0639  HISTORY     - 19950630 GOOD             USPSQD
 DN0639  HISTORY     - 19980224 GOOD             USPSQD
 DN0639  HISTORY     - 20051031 GOOD             BOHAN
 DN0639
 DN0639                          STATION DESCRIPTION
 DN0639
 DN0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DN0639'IN KRUM.
 DN0639'AT KRUM, ON THE WEST FACE OF THE FARMERS AND MERCHANTS STATE BANK
 DN0639'BUILDING, 1.8 FEET NORTH OF THE SOUTHWEST CORNER AND 4.5 FEET ABOVE
 DN0639'THE SIDEWALK.  A BRONZE DISK STAMPED G 247 1934 739.437 SET VERTICALLY
 DN0639'IN A DRILL HOLE IN BRICK WALL.
 DN0639
 DN0639                          STATION RECOVERY (1995)
 DN0639
 DN0639'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0639'RECOVERED IN GOOD CONDITION.
 DN0639
 DN0639                          STATION RECOVERY (1998)
 DN0639
 DN0639'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0639'RECOVERED IN GOOD CONDITION.
 DN0639
 DN0639                          STATION RECOVERY (2005)
 DN0639
 DN0639'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1283 ***********************************************************************
 FL1283  DESIGNATION -  G 248
 FL1283  PID         -  FL1283
 FL1283  STATE/COUNTY-  TX/POTTER
 FL1283  USGS QUAD   -  AMARILLO WEST (1973)
 FL1283
 FL1283                         *CURRENT SURVEY CONTROL
 FL1283  ___________________________________________________________________
 FL1283* NAD 83(1986)-  35 11 19.     (N)    101 56 25.     (W)     SCALED    
 FL1283* NAVD 88     -      1136.461  (meters)    3728.54   (feet)  ADJUSTED  
 FL1283  ___________________________________________________________________
 FL1283  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FL1283  DYNAMIC HT  -        1135.102 (meters)    3724.08  (feet)  COMP
 FL1283  MODELED GRAV-     979,399.4   (mgal)                       NAVD 88
 FL1283
 FL1283  VERT ORDER  -  SECOND    CLASS 0
 FL1283
 FL1283.The horizontal coordinates were scaled from a topographic map and have
 FL1283.an estimated accuracy of +/- 6 seconds.
 FL1283
 FL1283.The orthometric height was determined by differential leveling
 FL1283.and adjusted by the National Geodetic Survey in June 1991..
 FL1283.WARNING-Repeat measurements at this control monument indicate possible
 FL1283.vertical movement.
 FL1283
 FL1283.The geoid height was determined by GEOID03.
 FL1283
 FL1283.The dynamic height is computed by dividing the NAVD 88
 FL1283.geopotential number by the normal gravity value computed on the
 FL1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1283.degrees latitude (g = 980.6199 gals.).
 FL1283
 FL1283.The modeled gravity was interpolated from observed gravity values.
 FL1283
 FL1283;                    North         East    Units  Estimated Accuracy
 FL1283;SPC TX N     - 1,131,950.      159,900.      MT  (+/- 180 meters Scaled)
 FL1283
 FL1283                          SUPERSEDED SURVEY CONTROL
 FL1283
 FL1283  NGVD 29 (??/??/92) 1135.949  (m)         3726.86   (f) ADJ UNCH    2 0
 FL1283
 FL1283.Superseded values are not recommended for survey control.
 FL1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1283.See file dsdata.txt to determine how the superseded data were derived.
 FL1283
 FL1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD322979(NAD 83)
 FL1283_MARKER: DB = BENCH MARK DISK
 FL1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1283_STAMPING: G-248 1934
 FL1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1283+STABILITY: SURFACE MOTION
 FL1283
 FL1283  HISTORY     - Date     Condition        Report By
 FL1283  HISTORY     - 1934     MONUMENTED       CGS
 FL1283
 FL1283                          STATION DESCRIPTION
 FL1283
 FL1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1283'6.5 MI W FROM AMARILLO.
 FL1283'6.5 MILES WEST OF CITY HALL AT AMARILLO 4 FEET NORTH OF MILE POST 767.
 FL1283'126 FEET SOUTH OF CENTERLINE OF ROCK ISLAND RAILROAD MAIN TRACK AT
 FL1283'SONCY SIDING.  390 FEET SOUTHEAST OF GRAIN ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2093 ***********************************************************************
 BY2093  DESIGNATION -  G 249 RESET 1957
 BY2093  PID         -  BY2093
 BY2093  STATE/COUNTY-  TX/ANDERSON
 BY2093  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2093
 BY2093                         *CURRENT SURVEY CONTROL
 BY2093  ___________________________________________________________________
 BY2093* NAD 83(1986)-  31 44 34.     (N)    095 39 26.     (W)     SCALED    
 BY2093* NAVD 88     -       133.645  (meters)     438.47   (feet)  ADJUSTED  
 BY2093  ___________________________________________________________________
 BY2093  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2093  DYNAMIC HT  -         133.482 (meters)     437.93  (feet)  COMP
 BY2093  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 BY2093
 BY2093  VERT ORDER  -  FIRST     CLASS II
 BY2093
 BY2093.The horizontal coordinates were scaled from a topographic map and have
 BY2093.an estimated accuracy of +/- 6 seconds.
 BY2093
 BY2093.The orthometric height was determined by differential leveling
 BY2093.and adjusted by the National Geodetic Survey in June 1991..
 BY2093
 BY2093.The geoid height was determined by GEOID03.
 BY2093
 BY2093.The dynamic height is computed by dividing the NAVD 88
 BY2093.geopotential number by the normal gravity value computed on the
 BY2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2093.degrees latitude (g = 980.6199 gals.).
 BY2093
 BY2093.The modeled gravity was interpolated from observed gravity values.
 BY2093
 BY2093;                    North         East    Units  Estimated Accuracy
 BY2093;SPC TX C     - 3,239,470.    1,142,940.      MT  (+/- 180 meters Scaled)
 BY2093
 BY2093                          SUPERSEDED SURVEY CONTROL
 BY2093
 BY2093  NGVD 29 (??/??/??)  133.64   (m)          438.5    (f) RESET       3  
 BY2093
 BY2093.Superseded values are not recommended for survey control.
 BY2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2093.See file dsdata.txt to determine how the superseded data were derived.
 BY2093
 BY2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR482149(NAD 83)
 BY2093_MARKER: DB = BENCH MARK DISK
 BY2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2093_STAMPING: G 249 RESET 1957
 BY2093_PROJECTION: FLUSH
 BY2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2093+STABILITY: SURFACE MOTION
 BY2093
 BY2093  HISTORY     - Date     Condition        Report By
 BY2093  HISTORY     - 1957     MONUMENTED       CGS
 BY2093  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2093  HISTORY     - 1980     POOR             NGS
 BY2093  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2093
 BY2093                          STATION DESCRIPTION
 BY2093
 BY2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BY2093'2.15 MI SW FROM PALESTINE.
 BY2093'ABOUT 0.75 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2093'STATION AT PALESTINE TO THE SAN JACINTO STREET CROSSING, THENCE 1.4
 BY2093'MILES SOUTHWEST ALONG U.S. HIGHWAY 79 AND 84, AT THE JUNCTION OF FARM
 BY2093'ROAD 1990, 135 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29
 BY2093'FEET EAST OF THE EAST CURB OF THE FARM ROAD, 80 FEET NORTH OF THE WEST
 BY2093'CORNER OF A LARGE WAREHOUSE OF THE KNOX GLASS INC., 90 FEET SOUTH OF A
 BY2093'LONE 15-INCH OAK TREE, 1.4 FEET NORTHEAST OF A WOODEN WITNESS POST,
 BY2093'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 BY2093'CONCRETE POST FLUSH WITH THE GROUND.
 BY2093
 BY2093                          STATION RECOVERY (1977)
 BY2093
 BY2093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2093'MARK NOT FOUND.
 BY2093
 BY2093                          STATION RECOVERY (1980)
 BY2093
 BY2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2093'2.4 KM. (1.5 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 BUSINESS FROM THE
 BY2093'FEDERAL BUILDING IN PALESTINE, THENCE 1.3 KM. (0.8 MI.) SOUTHWEST
 BY2093'ALONG U.S. HIGHWAY 79, AT THE JUNCTION OF FARM ROAD 1990, AT THE GLASS
 BY2093'CONTAINER CORPORATION, 41.2 M. (135 FT.) SOUTHEAST OF THE CENTERLINE
 BY2093'OF HIGHWAY 79 NORTHBOUND, 13.7 M. (45.0 FT.) EAST OF THE CENTERLINE
 BY2093'OF THE NORTHWESTBOUND LANE OF THE ROAD, 24.4 M. (80.0 FT.) NORTH OF
 BY2093'THE WEST CORNER OF THE MAIN BUILDING, 7.0 (23.0 FT.) NORTH-NORTHEAST
 BY2093'OF A TELEPHONE POLE WITH GUY WIRE.
 BY2093'THE MARK IS 1.2 M ABOVE THE ROAD.
 BY2093
 BY2093                          STATION RECOVERY (2002)
 BY2093
 BY2093'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0353 ***********************************************************************
 AB0353  DESIGNATION -  G 25
 AB0353  PID         -  AB0353
 AB0353  STATE/COUNTY-  TX/CAMERON
 AB0353  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0353
 AB0353                         *CURRENT SURVEY CONTROL
 AB0353  ___________________________________________________________________
 AB0353* NAD 83(1986)-  26 07 47.     (N)    097 28 30.     (W)     SCALED    
 AB0353* NAVD 88     -         7.401  (meters)      24.28   (feet)  ADJUSTED  
 AB0353  ___________________________________________________________________
 AB0353  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 AB0353  DYNAMIC HT  -           7.389 (meters)      24.24  (feet)  COMP
 AB0353  MODELED GRAV-     979,047.7   (mgal)                       NAVD 88
 AB0353
 AB0353  VERT ORDER  -  SECOND    CLASS 0
 AB0353
 AB0353.The horizontal coordinates were scaled from a topographic map and have
 AB0353.an estimated accuracy of +/- 6 seconds.
 AB0353
 AB0353.The orthometric height was determined by differential leveling
 AB0353.and adjusted by the National Geodetic Survey in June 1991..
 AB0353
 AB0353.The geoid height was determined by GEOID03.
 AB0353
 AB0353.The dynamic height is computed by dividing the NAVD 88
 AB0353.geopotential number by the normal gravity value computed on the
 AB0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0353.degrees latitude (g = 980.6199 gals.).
 AB0353
 AB0353.The modeled gravity was interpolated from observed gravity values.
 AB0353
 AB0353;                    North         East    Units  Estimated Accuracy
 AB0353;SPC TX S     - 5,051,720.      402,510.      MT  (+/- 180 meters Scaled)
 AB0353
 AB0353                          SUPERSEDED SURVEY CONTROL
 AB0353
 AB0353  NGVD 29 (??/??/92)    7.511  (m)           24.64   (f) ADJ UNCH    2 0
 AB0353
 AB0353.Superseded values are not recommended for survey control.
 AB0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0353.See file dsdata.txt to determine how the superseded data were derived.
 AB0353
 AB0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP524909(NAD 83)
 AB0353_MARKER: DD = SURVEY DISK
 AB0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0353_SP_SET: SYPHON
 AB0353_STAMPING: G 25 24.47
 AB0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0353
 AB0353  HISTORY     - Date     Condition        Report By
 AB0353  HISTORY     - UNK      MONUMENTED
 AB0353  HISTORY     - 1942     GOOD             NGS
 AB0353  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0353  HISTORY     - 1988     GOOD             USPSQD
 AB0353
 AB0353                          STATION DESCRIPTION
 AB0353
 AB0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0353'1.8 MI NE FROM SAN BENITO.
 AB0353'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0353'SAN BENITO, CAMERON COUNTY, 8.7 MILES SOUTHEAST ALONG A PAVED ROAD
 AB0353'LEADING TO BAYVIEW.  0.3 MILE WEST OF THE JUNCTION OF A ROAD LEADING
 AB0353'TO LOS FRESNOS, 50 FEET NORTH OF AND 3.5 FEET HIGHER THAN THE
 AB0353'CENTERLINE OF THE ROAD, AT A CONCRETE SYPHON, AND IN THE CENTER OF THE
 AB0353'TOP OF THE NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED G
 AB0353'25 24.47.
 AB0353
 AB0353                          STATION RECOVERY (1987)
 AB0353
 AB0353'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0353'MARK NOT FOUND.
 AB0353
 AB0353                          STATION RECOVERY (1988)
 AB0353
 AB0353'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0356 ***********************************************************************
 BP0356  DESIGNATION -  G 25
 BP0356  PID         -  BP0356
 BP0356  STATE/COUNTY-  TX/BREWSTER
 BP0356  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0356
 BP0356                         *CURRENT SURVEY CONTROL
 BP0356  ___________________________________________________________________
 BP0356* NAD 83(1986)-  30 21 17.     (N)    103 42 21.     (W)     SCALED    
 BP0356* NAVD 88     -      1409.466  (meters)    4624.22   (feet)  POSTED    
 BP0356  ___________________________________________________________________
 BP0356  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 BP0356  DYNAMIC HT  -        1407.170 (meters)    4616.69  (feet)  COMP
 BP0356  MODELED GRAV-     978,962.7   (mgal)                       NAVD 88
 BP0356
 BP0356  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0356
 BP0356.The horizontal coordinates were scaled from a topographic map and have
 BP0356.an estimated accuracy of +/- 6 seconds.
 BP0356
 BP0356.The orthometric height was determined by differential leveling
 BP0356.and adjusted by the National Geodetic Survey in 1992..
 BP0356.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0356.rate of 1.1 thru 2.0 mm/km.
 BP0356
 BP0356.The geoid height was determined by GEOID03.
 BP0356
 BP0356.The dynamic height is computed by dividing the NAVD 88
 BP0356.geopotential number by the normal gravity value computed on the
 BP0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0356.degrees latitude (g = 980.6199 gals.).
 BP0356
 BP0356.The modeled gravity was interpolated from observed gravity values.
 BP0356
 BP0356;                    North         East    Units  Estimated Accuracy
 BP0356;SPC TXSC     - 4,288,550.      147,690.      MT  (+/- 180 meters Scaled)
 BP0356
 BP0356                          SUPERSEDED SURVEY CONTROL
 BP0356
 BP0356.No superseded survey control is available for this station.
 BP0356
 BP0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP243588(NAD 83)
 BP0356_MARKER: DB = BENCH MARK DISK
 BP0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0356+STABILITY: SURFACE MOTION
 BP0356
 BP0356  HISTORY     - Date     Condition        Report By
 BP0356  HISTORY     - UNK      MONUMENTED       CGS
 BP0356  HISTORY     - 1957     MARK NOT FOUND   NGS
 BP0356
 BP0356                          STATION DESCRIPTION
 BP0356
 BP0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0356'2.8 MI W FROM ALPINE.
 BP0356'ABOUT 2.8 MILES WEST OF ALPINE, BREWSTER CO., ON THE SOUTHERN PACIFIC
 BP0356'RR, AT MILEPOST 610, AND ABOUT 80 FEET NORTH OF THE TRACK, A STANDARD
 BP0356'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0051 ***********************************************************************
 BY0051  DESIGNATION -  G 250
 BY0051  PID         -  BY0051
 BY0051  STATE/COUNTY-  TX/SHELBY
 BY0051  USGS QUAD   -  TENAHA WEST (1984)
 BY0051
 BY0051                         *CURRENT SURVEY CONTROL
 BY0051  ___________________________________________________________________
 BY0051* NAD 83(1986)-  31 55 03.     (N)    094 21 03.     (W)     SCALED    
 BY0051* NAVD 88     -        98.725  (meters)     323.90   (feet)  ADJUSTED  
 BY0051  ___________________________________________________________________
 BY0051  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BY0051  DYNAMIC HT  -          98.607 (meters)     323.51  (feet)  COMP
 BY0051  MODELED GRAV-     979,439.4   (mgal)                       NAVD 88
 BY0051
 BY0051  VERT ORDER  -  FIRST     CLASS II
 BY0051
 BY0051.The horizontal coordinates were scaled from a topographic map and have
 BY0051.an estimated accuracy of +/- 6 seconds.
 BY0051
 BY0051.The orthometric height was determined by differential leveling
 BY0051.and adjusted by the National Geodetic Survey in June 1991..
 BY0051.WARNING-Repeat measurements at this control monument indicate possible
 BY0051.vertical movement.
 BY0051
 BY0051.The geoid height was determined by GEOID03.
 BY0051
 BY0051.The dynamic height is computed by dividing the NAVD 88
 BY0051.geopotential number by the normal gravity value computed on the
 BY0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0051.degrees latitude (g = 980.6199 gals.).
 BY0051
 BY0051.The modeled gravity was interpolated from observed gravity values.
 BY0051
 BY0051;                    North         East    Units  Estimated Accuracy
 BY0051;SPC TX C     - 3,264,740.    1,265,540.      MT  (+/- 180 meters Scaled)
 BY0051
 BY0051                          SUPERSEDED SURVEY CONTROL
 BY0051
 BY0051  NGVD 29 (??/??/92)   98.756  (m)          324.00   (f) ADJ UNCH    1 2
 BY0051
 BY0051.Superseded values are not recommended for survey control.
 BY0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0051.See file dsdata.txt to determine how the superseded data were derived.
 BY0051
 BY0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR722320(NAD 83)
 BY0051_MARKER: DB = BENCH MARK DISK
 BY0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0051_STAMPING: G 250 1952
 BY0051_PROJECTION: PROJECTING 5 CENTIMETERS
 BY0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0051+STABILITY: SURFACE MOTION
 BY0051
 BY0051  HISTORY     - Date     Condition        Report By
 BY0051  HISTORY     - 1952     MONUMENTED       CGS
 BY0051  HISTORY     - 1979     GOOD             NGS
 BY0051
 BY0051                          STATION DESCRIPTION
 BY0051
 BY0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0051'2.85 MI NE FROM TIMPSON.
 BY0051'2.85 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0051'STATION AT TIMPSON, 168 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 BY0051'84, 64 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 55
 BY0051'FEET NORTH OF THE NORTH RAIL, 33.6 FEET EAST OF THE CENTER OF A STEEL
 BY0051'GATE, 19 FEET SOUTH OF A FENCE, 15 FEET SOUTHEAST OF A 20 INCH HICKORY
 BY0051'TREE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0051'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY0051
 BY0051                          STATION RECOVERY (1979)
 BY0051
 BY0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0051'2.95 MILES NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 BY0051'HIGHWAY 87 IN TIMPSON, 173 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY,
 BY0051'64.0 FT. NORTHEAST OF THE CENTERLINE OF A PRIVATE GRAVEL ROAD
 BY0051'CROSSING, 55.0 FT. NORTH OF THE NORTH RAIL OF THE TEXAS AND NEW
 BY0051'ORLEANS RAILROAD, 49.0 FT. EAST OF THE CENTERLINE OF THE GRAVEL ROAD,
 BY0051'33.6 FT. EAST OF THE CENTER OF A STEEL GATE, 19.0 FT. SOUTH OF A
 BY0051'FENCE.
 BY0051'THE MARK IS 3 FT  W FROM A WITNESS POST.
 BY0051'THE MARK IS ABOVE LEVEL WITH THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1071 ***********************************************************************
 BY1071  DESIGNATION -  G 251
 BY1071  PID         -  BY1071
 BY1071  STATE/COUNTY-  TX/NACOGDOCHES
 BY1071  USGS QUAD   -  REKLAW (1973)
 BY1071
 BY1071                         *CURRENT SURVEY CONTROL
 BY1071  ___________________________________________________________________
 BY1071* NAD 83(1986)-  31 48 25.     (N)    094 52 33.     (W)     SCALED    
 BY1071* NAVD 88     -       107.087  (meters)     351.33   (feet)  ADJUSTED  
 BY1071  ___________________________________________________________________
 BY1071  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY1071  DYNAMIC HT  -         106.958 (meters)     350.91  (feet)  COMP
 BY1071  MODELED GRAV-     979,432.5   (mgal)                       NAVD 88
 BY1071
 BY1071  VERT ORDER  -  FIRST     CLASS II
 BY1071
 BY1071.The horizontal coordinates were scaled from a topographic map and have
 BY1071.an estimated accuracy of +/- 6 seconds.
 BY1071
 BY1071.The orthometric height was determined by differential leveling
 BY1071.and adjusted by the National Geodetic Survey in June 1991..
 BY1071
 BY1071.The geoid height was determined by GEOID03.
 BY1071
 BY1071.The dynamic height is computed by dividing the NAVD 88
 BY1071.geopotential number by the normal gravity value computed on the
 BY1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1071.degrees latitude (g = 980.6199 gals.).
 BY1071
 BY1071.The modeled gravity was interpolated from observed gravity values.
 BY1071
 BY1071;                    North         East    Units  Estimated Accuracy
 BY1071;SPC TX C     - 3,249,940.    1,216,560.      MT  (+/- 180 meters Scaled)
 BY1071
 BY1071                          SUPERSEDED SURVEY CONTROL
 BY1071
 BY1071  NGVD 29 (??/??/92)  107.117  (m)          351.43   (f) ADJ UNCH    1 2
 BY1071
 BY1071.Superseded values are not recommended for survey control.
 BY1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1071.See file dsdata.txt to determine how the superseded data were derived.
 BY1071
 BY1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR224205(NAD 83)
 BY1071_MARKER: DB = BENCH MARK DISK
 BY1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1071_STAMPING: G 251 1952
 BY1071_PROJECTION: PROJECTING 10 CENTIMETERS
 BY1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1071+STABILITY: SURFACE MOTION
 BY1071
 BY1071  HISTORY     - Date     Condition        Report By
 BY1071  HISTORY     - 1952     MONUMENTED       CGS
 BY1071  HISTORY     - 1979     GOOD             NGS
 BY1071  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1071
 BY1071                          STATION DESCRIPTION
 BY1071
 BY1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1071'2.3 MI W FROM CUSHING.
 BY1071'2.3 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1071'STATION AT CUSHING, AT A ROAD CROSSING, 9 POLES WEST OF MILEPOST 174,
 BY1071'39 FEET WEST OF THE CENTER LINE OF THE ROAD, 34 FEET NORTH OF THE
 BY1071'NORTH RAIL, 2 FEET NORTH OF A FENCE, IN LINE WITH A FENCE LEADING
 BY1071'NORTH, 1.8 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY1071'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY1071
 BY1071                          STATION RECOVERY (1979)
 BY1071
 BY1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1071'2.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION
 BY1071'OF STATE HIGHWAY 204 IN CUSHING, AT A ROAD CROSSING, 39.0 FT. WEST OF
 BY1071'THE CENTERLINE OF THE ROAD, 34.0 FT. NORTH OF THE NORTH RAIL, 2.0 FT.
 BY1071'NORTH OF A FENCE.  NOTE-NOT LEVELED TO AT THIS DATE, BENCH MARK IS OFF
 BY1071'MAIN LEVEL LINE.
 BY1071'THE MARK IS 0.8 FT  E FROM A WITNESS POST.
 BY1071
 BY1071                          STATION RECOVERY (1998)
 BY1071
 BY1071'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0782 ***********************************************************************
 FL0782  DESIGNATION -  G 253
 FL0782  PID         -  FL0782
 FL0782  STATE/COUNTY-  TX/HUTCHINSON
 FL0782  USGS QUAD   -  PRINGLE (1978)
 FL0782
 FL0782                         *CURRENT SURVEY CONTROL
 FL0782  ___________________________________________________________________
 FL0782* NAD 83(1986)-  35 58 56.     (N)    101 27 45.     (W)     SCALED    
 FL0782* NAVD 88     -       999.110  (meters)    3277.91   (feet)  ADJUSTED  
 FL0782  ___________________________________________________________________
 FL0782  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 FL0782  DYNAMIC HT  -         997.998 (meters)    3274.27  (feet)  COMP
 FL0782  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 FL0782
 FL0782  VERT ORDER  -  SECOND    CLASS 0
 FL0782
 FL0782.The horizontal coordinates were scaled from a topographic map and have
 FL0782.an estimated accuracy of +/- 6 seconds.
 FL0782
 FL0782.The orthometric height was determined by differential leveling
 FL0782.and adjusted by the National Geodetic Survey in June 1991..
 FL0782
 FL0782.The geoid height was determined by GEOID03.
 FL0782
 FL0782.The dynamic height is computed by dividing the NAVD 88
 FL0782.geopotential number by the normal gravity value computed on the
 FL0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0782.degrees latitude (g = 980.6199 gals.).
 FL0782
 FL0782.The modeled gravity was interpolated from observed gravity values.
 FL0782
 FL0782;                    North         East    Units  Estimated Accuracy
 FL0782;SPC TX N     - 1,219,910.      203,380.      MT  (+/- 180 meters Scaled)
 FL0782
 FL0782                          SUPERSEDED SURVEY CONTROL
 FL0782
 FL0782  NGVD 29 (??/??/92)  998.644  (m)         3276.38   (f) ADJ UNCH    2 0
 FL0782
 FL0782.Superseded values are not recommended for survey control.
 FL0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0782.See file dsdata.txt to determine how the superseded data were derived.
 FL0782
 FL0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE779847(NAD 83)
 FL0782_MARKER: DB = BENCH MARK DISK
 FL0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0782_STAMPING: G-253 1934
 FL0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0782+STABILITY: SURFACE MOTION
 FL0782
 FL0782  HISTORY     - Date     Condition        Report By
 FL0782  HISTORY     - 1934     MONUMENTED       CGS
 FL0782  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0782
 FL0782                          STATION DESCRIPTION
 FL0782
 FL0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0782'2.4 MI NW FROM PRINGLE.
 FL0782'2.4 MILES NORTHWEST OF C. RI. AND G. RR. STATION AT PRINGLE 54 FEET
 FL0782'EAST OF CENTER LINE OF SECTION LINE ROAD CROSSING TRACK. 24 FEET
 FL0782'SOUTHWEST OF NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILWAY
 FL0782'TRACK, 4 POLES NORTHWEST OF MILE POLE 69/20, AND ON OPPOSITE SIDE OF
 FL0782'TRACK.
 FL0782
 FL0782                          STATION RECOVERY (1953)
 FL0782
 FL0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0446 ***********************************************************************
 GK0446  DESIGNATION -  G 254
 GK0446  PID         -  GK0446
 GK0446  STATE/COUNTY-  TX/SHERMAN
 GK0446  USGS QUAD   -  STEVENS SE (1974)
 GK0446
 GK0446                         *CURRENT SURVEY CONTROL
 GK0446  ___________________________________________________________________
 GK0446* NAD 83(1986)-  36 19 43.     (N)    101 51 54.     (W)     SCALED    
 GK0446* NAVD 88     -      1076.324  (meters)    3531.24   (feet)  ADJUSTED  
 GK0446  ___________________________________________________________________
 GK0446  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 GK0446  DYNAMIC HT  -        1075.143 (meters)    3527.36  (feet)  COMP
 GK0446  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 GK0446
 GK0446  VERT ORDER  -  SECOND    CLASS 0
 GK0446
 GK0446.The horizontal coordinates were scaled from a topographic map and have
 GK0446.an estimated accuracy of +/- 6 seconds.
 GK0446
 GK0446.The orthometric height was determined by differential leveling
 GK0446.and adjusted by the National Geodetic Survey in June 1991..
 GK0446.WARNING-Repeat measurements at this control monument indicate possible
 GK0446.vertical movement.
 GK0446
 GK0446.The geoid height was determined by GEOID03.
 GK0446
 GK0446.The dynamic height is computed by dividing the NAVD 88
 GK0446.geopotential number by the normal gravity value computed on the
 GK0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0446.degrees latitude (g = 980.6199 gals.).
 GK0446
 GK0446.The modeled gravity was interpolated from observed gravity values.
 GK0446
 GK0446;                    North         East    Units  Estimated Accuracy
 GK0446;SPC TX N     - 1,258,400.      167,230.      MT  (+/- 180 meters Scaled)
 GK0446
 GK0446                          SUPERSEDED SURVEY CONTROL
 GK0446
 GK0446  NGVD 29 (??/??/92) 1075.831  (m)         3529.62   (f) ADJ UNCH    2 0
 GK0446
 GK0446.Superseded values are not recommended for survey control.
 GK0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0446.See file dsdata.txt to determine how the superseded data were derived.
 GK0446
 GK0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF428242(NAD 83)
 GK0446_MARKER: DB = BENCH MARK DISK
 GK0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0446_STAMPING: G 254 1934
 GK0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0446+STABILITY: SURFACE MOTION
 GK0446
 GK0446  HISTORY     - Date     Condition        Report By
 GK0446  HISTORY     - 1934     MONUMENTED       CGS
 GK0446  HISTORY     - 1943     GOOD             NGS
 GK0446  HISTORY     - 1952     MARK NOT FOUND   NGS
 GK0446
 GK0446                          STATION DESCRIPTION
 GK0446
 GK0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0446'11.9 MI SE FROM STRATFORD.
 GK0446'ABOUT 11.9 MILES SOUTHEAST ALONG THE ROAD TO GRUVER FROM THE CHICAGO
 GK0446'ROCK ISLAND AND GULF RAILWAY STATION AT STRATFORD, SHERMAN COUNTY,
 GK0446'30.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET ACROSS THE ROAD
 GK0446'FROM A FENCE RUNNING SOUTH, 2.0 FEET SOUTH OF A EAST-WEST FENCE,
 GK0446'PROJECTING ABOUT 3-INCHES ABOVE THE GROUND.
 GK0446
 GK0446                          STATION RECOVERY (1952)
 GK0446
 GK0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GK0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0334 ***********************************************************************
 GK0334  DESIGNATION -  G 255
 GK0334  PID         -  GK0334
 GK0334  STATE/COUNTY-  TX/HANSFORD
 GK0334  USGS QUAD   -  WAKA (1973)
 GK0334
 GK0334                         *CURRENT SURVEY CONTROL
 GK0334  ___________________________________________________________________
 GK0334* NAD 83(1986)-  36 15 49.     (N)    101 05 11.     (W)     SCALED    
 GK0334* NAVD 88     -       936.367  (meters)    3072.06   (feet)  ADJUSTED  
 GK0334  ___________________________________________________________________
 GK0334  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 GK0334  DYNAMIC HT  -         935.371 (meters)    3068.80  (feet)  COMP
 GK0334  MODELED GRAV-     979,536.7   (mgal)                       NAVD 88
 GK0334
 GK0334  VERT ORDER  -  SECOND    CLASS 0
 GK0334
 GK0334.The horizontal coordinates were scaled from a topographic map and have
 GK0334.an estimated accuracy of +/- 6 seconds.
 GK0334
 GK0334.The orthometric height was determined by differential leveling
 GK0334.and adjusted by the National Geodetic Survey in June 1991..
 GK0334
 GK0334.The geoid height was determined by GEOID03.
 GK0334
 GK0334.The dynamic height is computed by dividing the NAVD 88
 GK0334.geopotential number by the normal gravity value computed on the
 GK0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0334.degrees latitude (g = 980.6199 gals.).
 GK0334
 GK0334.The modeled gravity was interpolated from observed gravity values.
 GK0334
 GK0334;                    North         East    Units  Estimated Accuracy
 GK0334;SPC TX N     - 1,251,210.      237,170.      MT  (+/- 180 meters Scaled)
 GK0334
 GK0334                          SUPERSEDED SURVEY CONTROL
 GK0334
 GK0334  NGVD 29 (??/??/92)  935.948  (m)         3070.69   (f) ADJ UNCH    2 0
 GK0334
 GK0334.Superseded values are not recommended for survey control.
 GK0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0334.See file dsdata.txt to determine how the superseded data were derived.
 GK0334
 GK0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF125152(NAD 83)
 GK0334_MARKER: DB = BENCH MARK DISK
 GK0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0334_SP_SET: CULVERT
 GK0334_STAMPING: G-255 1934
 GK0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0334
 GK0334  HISTORY     - Date     Condition        Report By
 GK0334  HISTORY     - 1934     MONUMENTED       CGS
 GK0334
 GK0334                          STATION DESCRIPTION
 GK0334
 GK0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0334'2.6 MI SW FROM WAKA.
 GK0334'2.6 MILES SOUTHWEST OF WAKA P. AND SF. RR. STATION 63 FEET WEST OF
 GK0334'HANSFORD AND OCHILTREE COUNTY LINE POST ON HWY. SET IN CENTER OF
 GK0334'SOUTHEAST HEAD WALL OF CONCRETE RAILROAD CULVERT 76 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0059 ***********************************************************************
 GK0059  DESIGNATION -  G 256
 GK0059  PID         -  GK0059
 GK0059  STATE/COUNTY-  TX/LIPSCOMB
 GK0059  USGS QUAD   -  FOLLETT (1972)
 GK0059
 GK0059                         *CURRENT SURVEY CONTROL
 GK0059  ___________________________________________________________________
 GK0059* NAD 83(1986)-  36 25 39.     (N)    100 08 24.     (W)     SCALED    
 GK0059* NAVD 88     -       803.948  (meters)    2637.62   (feet)  ADJUSTED  
 GK0059  ___________________________________________________________________
 GK0059  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GK0059  DYNAMIC HT  -         803.137 (meters)    2634.96  (feet)  COMP
 GK0059  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 GK0059
 GK0059  VERT ORDER  -  SECOND    CLASS 0
 GK0059
 GK0059.The horizontal coordinates were scaled from a topographic map and have
 GK0059.an estimated accuracy of +/- 6 seconds.
 GK0059
 GK0059.The orthometric height was determined by differential leveling
 GK0059.and adjusted by the National Geodetic Survey in June 1991..
 GK0059
 GK0059.The geoid height was determined by GEOID03.
 GK0059
 GK0059.The dynamic height is computed by dividing the NAVD 88
 GK0059.geopotential number by the normal gravity value computed on the
 GK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0059.degrees latitude (g = 980.6199 gals.).
 GK0059
 GK0059.The modeled gravity was interpolated from observed gravity values.
 GK0059
 GK0059;                    North         East    Units  Estimated Accuracy
 GK0059;SPC TX N     - 1,270,150.      321,960.      MT  (+/- 180 meters Scaled)
 GK0059
 GK0059                          SUPERSEDED SURVEY CONTROL
 GK0059
 GK0059  NGVD 29 (??/??/92)  803.641  (m)         2636.61   (f) ADJ UNCH    2 0
 GK0059
 GK0059.Superseded values are not recommended for survey control.
 GK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0059.See file dsdata.txt to determine how the superseded data were derived.
 GK0059
 GK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF978319(NAD 83)
 GK0059_MARKER: DB = BENCH MARK DISK
 GK0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0059_SP_SET: FOUNDATION
 GK0059_STAMPING: G-256 1934
 GK0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0059
 GK0059  HISTORY     - Date     Condition        Report By
 GK0059  HISTORY     - 1934     MONUMENTED       CGS
 GK0059
 GK0059                          STATION DESCRIPTION
 GK0059
 GK0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0059'IN FOLLETT.
 GK0059'0.1 MILE EAST OF PANHANDLE AND SANTA FE RAILWAY STATION.  60 FEET WEST
 GK0059'OF RAILWAY WATER TANK.  27 FEET NORTH OF NEAREST RAIL OF MAIN TRACK.
 GK0059'18 INCHES WEST OF OFFSET CORNER OF SOUTH FACE OF CONCRETE FOUNDATION
 GK0059'OF PUMPHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0051 ***********************************************************************
 FL0051  DESIGNATION -  G 257
 FL0051  PID         -  FL0051
 FL0051  STATE/COUNTY-  TX/WHEELER
 FL0051  USGS QUAD   -  ALLISON SW (1963)
 FL0051
 FL0051                         *CURRENT SURVEY CONTROL
 FL0051  ___________________________________________________________________
 FL0051* NAD 83(1986)-  35 36 36.     (N)    100 09 53.     (W)     SCALED    
 FL0051* NAVD 88     -       797.749  (meters)    2617.28   (feet)  ADJUSTED  
 FL0051  ___________________________________________________________________
 FL0051  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FL0051  DYNAMIC HT  -         796.881 (meters)    2614.43  (feet)  COMP
 FL0051  MODELED GRAV-     979,519.1   (mgal)                       NAVD 88
 FL0051
 FL0051  VERT ORDER  -  SECOND    CLASS 0
 FL0051
 FL0051.The horizontal coordinates were scaled from a topographic map and have
 FL0051.an estimated accuracy of +/- 6 seconds.
 FL0051
 FL0051.The orthometric height was determined by differential leveling
 FL0051.and adjusted by the National Geodetic Survey in June 1991..
 FL0051
 FL0051.The geoid height was determined by GEOID03.
 FL0051
 FL0051.The dynamic height is computed by dividing the NAVD 88
 FL0051.geopotential number by the normal gravity value computed on the
 FL0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0051.degrees latitude (g = 980.6199 gals.).
 FL0051
 FL0051.The modeled gravity was interpolated from observed gravity values.
 FL0051
 FL0051;                    North         East    Units  Estimated Accuracy
 FL0051;SPC TX N     - 1,179,430.      320,970.      MT  (+/- 180 meters Scaled)
 FL0051
 FL0051                          SUPERSEDED SURVEY CONTROL
 FL0051
 FL0051  NGVD 29 (??/??/92)  797.407  (m)         2616.16   (f) ADJ UNCH    2 0
 FL0051
 FL0051.Superseded values are not recommended for survey control.
 FL0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0051.See file dsdata.txt to determine how the superseded data were derived.
 FL0051
 FL0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE945413(NAD 83)
 FL0051_MARKER: DB = BENCH MARK DISK
 FL0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0051_STAMPING: G-257 1934
 FL0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0051+STABILITY: SURFACE MOTION
 FL0051
 FL0051  HISTORY     - Date     Condition        Report By
 FL0051  HISTORY     - 1934     MONUMENTED       CGS
 FL0051  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0051
 FL0051                          STATION DESCRIPTION
 FL0051
 FL0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0051'3.7 MI W FROM ALLISON.
 FL0051'3.7 MILES WEST OF P. AND SF. RR. STATION AT ALLISON 60 FEET SOUTH OF
 FL0051'NEAREST RAIL OF PANHANDLE AND SANTA FE TRACK, 39 FEET EAST OF CENTER
 FL0051'LINE OF SECTION LINE ROAD CROSSING TRACK, 15 FEET SOUTHEAST OF
 FL0051'RAILROAD CULVERT 46 A.  NOTE-- COVERED W/SAND.
 FL0051
 FL0051                          STATION RECOVERY (1963)
 FL0051
 FL0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0361 ***********************************************************************
 BZ0361  DESIGNATION -  G 258
 BZ0361  PID         -  BZ0361
 BZ0361  STATE/COUNTY-  TX/LIMESTONE
 BZ0361  USGS QUAD   -  DONIE (1982)
 BZ0361
 BZ0361                         *CURRENT SURVEY CONTROL
 BZ0361  ___________________________________________________________________
 BZ0361* NAD 83(1986)-  31 25 18.     (N)    096 14 37.     (W)     SCALED    
 BZ0361* NAVD 88     -       131.530  (meters)     431.53   (feet)  ADJUSTED  
 BZ0361  ___________________________________________________________________
 BZ0361  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BZ0361  DYNAMIC HT  -         131.369 (meters)     431.00  (feet)  COMP
 BZ0361  MODELED GRAV-     979,416.0   (mgal)                       NAVD 88
 BZ0361
 BZ0361  VERT ORDER  -  FIRST     CLASS II
 BZ0361
 BZ0361.The horizontal coordinates were scaled from a topographic map and have
 BZ0361.an estimated accuracy of +/- 6 seconds.
 BZ0361
 BZ0361.The orthometric height was determined by differential leveling
 BZ0361.and adjusted by the National Geodetic Survey in June 1991..
 BZ0361.WARNING-Repeat measurements at this control monument indicate possible
 BZ0361.vertical movement.
 BZ0361
 BZ0361.The geoid height was determined by GEOID03.
 BZ0361
 BZ0361.The dynamic height is computed by dividing the NAVD 88
 BZ0361.geopotential number by the normal gravity value computed on the
 BZ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0361.degrees latitude (g = 980.6199 gals.).
 BZ0361
 BZ0361.The modeled gravity was interpolated from observed gravity values.
 BZ0361
 BZ0361;                    North         East    Units  Estimated Accuracy
 BZ0361;SPC TX C     - 3,201,700.    1,088,730.      MT  (+/- 180 meters Scaled)
 BZ0361
 BZ0361                          SUPERSEDED SURVEY CONTROL
 BZ0361
 BZ0361  NGVD 29 (??/??/92)  131.473  (m)          431.34   (f) ADJ UNCH    1 2
 BZ0361
 BZ0361.Superseded values are not recommended for survey control.
 BZ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0361.See file dsdata.txt to determine how the superseded data were derived.
 BZ0361
 BZ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV620796(NAD 83)
 BZ0361_MARKER: DB = BENCH MARK DISK
 BZ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0361_STAMPING: G 258 1952
 BZ0361_PROJECTION: PROJECTING 15 CENTIMETERS
 BZ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0361+STABILITY: SURFACE MOTION
 BZ0361
 BZ0361  HISTORY     - Date     Condition        Report By
 BZ0361  HISTORY     - 1952     MONUMENTED       CGS
 BZ0361  HISTORY     - 1980     GOOD             NGS
 BZ0361
 BZ0361                          STATION DESCRIPTION
 BZ0361
 BZ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0361'3.4 MI SE FROM FARRAR.
 BZ0361'3.4 MILES SOUTHEAST ALONG FARM ROAD 39 FROM THE POST OFFICE AT FARRAR,
 BZ0361'AT THE SOUTHEAST END OF A FILL, 0.1 MILE SOUTHEAST OF A SMALL WOODEN
 BZ0361'BRIDGE OVER A CREEK, 59 FEET NORTHEAST OF THE CENTER LINE OF THE FARM
 BZ0361'ROAD, 8 FEET SOUTHEAST OF A 14 INCH TRIANGULAR BLAZED OAK TREE, 9 FEET
 BZ0361'NORTHEAST OF A FENCE, 10 FEET SOUTHEAST OF A FENCE, 2 FEET NORTHWEST
 BZ0361'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0361'0.4 FOOT ABOVE THE GROUND.
 BZ0361
 BZ0361                          STATION RECOVERY (1980)
 BZ0361
 BZ0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0361'12.2 KM. (7.55 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0361'U.S. HIGHWAY 79 IN JEWETT, AT THE SOUTHEAST END OF A FILL, 0.15 KM.
 BZ0361'(0.1 MI.) SOUTHEAST OF A CONCRETE BRIDGE OVER LYNN CREEK, 0.15 KM.
 BZ0361'(0.1 MI.) NORTHWEST OF A GAS PIPELINE, 18.0 M. (59.0 FT.) NORTHEAST OF
 BZ0361'THE CENTERLINE OF THE ROAD, 2.7 M. (9.0 FT.) NORTHEAST EAST OF A
 BZ0361'FENCE, 2.4 M. (8.0 FT.) SOUTHEAST OF A 45-CM. OAK TREE.
 BZ0361'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 BZ0361'THE MARK IS 1.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0572 ***********************************************************************
 BZ0572  DESIGNATION -  G 259
 BZ0572  PID         -  BZ0572
 BZ0572  STATE/COUNTY-  TX/HILL
 BZ0572  USGS QUAD   -  HUBBARD (1978)
 BZ0572
 BZ0572                         *CURRENT SURVEY CONTROL
 BZ0572  ___________________________________________________________________
 BZ0572* NAD 83(1986)-  31 51 21.     (N)    096 48 12.     (W)     SCALED    
 BZ0572* NAVD 88     -       193.301  (meters)     634.19   (feet)  ADJUSTED  
 BZ0572  ___________________________________________________________________
 BZ0572  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BZ0572  DYNAMIC HT  -         193.069 (meters)     633.43  (feet)  COMP
 BZ0572  MODELED GRAV-     979,437.0   (mgal)                       NAVD 88
 BZ0572
 BZ0572  VERT ORDER  -  FIRST     CLASS II
 BZ0572
 BZ0572.The horizontal coordinates were scaled from a topographic map and have
 BZ0572.an estimated accuracy of +/- 6 seconds.
 BZ0572
 BZ0572.The orthometric height was determined by differential leveling
 BZ0572.and adjusted by the National Geodetic Survey in June 1991..
 BZ0572.WARNING-Repeat measurements at this control monument indicate possible
 BZ0572.vertical movement.
 BZ0572
 BZ0572.The geoid height was determined by GEOID03.
 BZ0572
 BZ0572.The dynamic height is computed by dividing the NAVD 88
 BZ0572.geopotential number by the normal gravity value computed on the
 BZ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0572.degrees latitude (g = 980.6199 gals.).
 BZ0572
 BZ0572.The modeled gravity was interpolated from observed gravity values.
 BZ0572
 BZ0572;                    North         East    Units  Estimated Accuracy
 BZ0572;SPC TXNC     - 2,022,280.      760,580.      MT  (+/- 180 meters Scaled)
 BZ0572
 BZ0572                          SUPERSEDED SURVEY CONTROL
 BZ0572
 BZ0572  NGVD 29 (??/??/92)  193.049  (m)          633.36   (f) ADJ UNCH    1 2
 BZ0572
 BZ0572.Superseded values are not recommended for survey control.
 BZ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0572.See file dsdata.txt to determine how the superseded data were derived.
 BZ0572
 BZ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA078265(NAD 83)
 BZ0572_MARKER: DB = BENCH MARK DISK
 BZ0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0572_SP_SET: CULVERT
 BZ0572_STAMPING: G 259 1952
 BZ0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0572
 BZ0572  HISTORY     - Date     Condition        Report By
 BZ0572  HISTORY     - 1952     MONUMENTED       CGS
 BZ0572  HISTORY     - 1980     GOOD             NGS
 BZ0572  HISTORY     - 19950715 GOOD             USPSQD
 BZ0572  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BZ0572  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 BZ0572
 BZ0572                          STATION DESCRIPTION
 BZ0572
 BZ0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0572'0.75 MI NW FROM HUBBARD.
 BZ0572'0.75 MILE NORTHWEST ALONG STATE HIGHWAY 171 FROM THE FIRST STATE BANK
 BZ0572'AT HUBBARD, AT A JUNCTION WITH A ROAD LEADING SOUTHWEST, 40 FEET
 BZ0572'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTHWEST OF THE
 BZ0572'CENTER LINE OF THE ROAD LEADING SOUTHWEST, SET IN THE TOP OF THE
 BZ0572'CENTER OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 BZ0572'HIGHWAY.
 BZ0572
 BZ0572                          STATION RECOVERY (1980)
 BZ0572
 BZ0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0572'1.05 KM. (0.65 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE
 BZ0572'JUNCTION OF STATE HIGHWAY 31 IN HUBBARD, AT A ROAD LEADING SOUTHWEST,
 BZ0572'IN THE TOP CENTER OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT
 BZ0572'UNDER THE HIGHWAY, 12.2 M. (40.0 FT.) SOUTHWEST OF THE CENTERLINE OF
 BZ0572'THE HIGHWAY, 6.7 M. (22.0 FT.) NORTHWEST OF THE CENTERLINE OF THE
 BZ0572'ROAD.
 BZ0572
 BZ0572                          STATION RECOVERY (1995)
 BZ0572
 BZ0572'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0572'RECOVERED IN GOOD CONDITION.
 BZ0572
 BZ0572                          STATION RECOVERY (2003)
 BZ0572
 BZ0572'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0572'MARK NOT FOUND.
 BZ0572
 BZ0572                          STATION RECOVERY (2003)
 BZ0572
 BZ0572'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0355 ***********************************************************************
 AB0355  DESIGNATION -  G 26
 AB0355  PID         -  AB0355
 AB0355  STATE/COUNTY-  TX/CAMERON
 AB0355  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0355
 AB0355                         *CURRENT SURVEY CONTROL
 AB0355  ___________________________________________________________________
 AB0355* NAD 83(1986)-  26 07 46.     (N)    097 28 16.     (W)     SCALED    
 AB0355* NAVD 88     -         5.440  (meters)      17.85   (feet)  ADJUSTED  
 AB0355  ___________________________________________________________________
 AB0355  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 AB0355  DYNAMIC HT  -           5.431 (meters)      17.82  (feet)  COMP
 AB0355  MODELED GRAV-     979,048.0   (mgal)                       NAVD 88
 AB0355
 AB0355  VERT ORDER  -  SECOND    CLASS 0
 AB0355
 AB0355.The horizontal coordinates were scaled from a topographic map and have
 AB0355.an estimated accuracy of +/- 6 seconds.
 AB0355
 AB0355.The orthometric height was determined by differential leveling
 AB0355.and adjusted by the National Geodetic Survey in June 1991..
 AB0355
 AB0355.The geoid height was determined by GEOID03.
 AB0355
 AB0355.The dynamic height is computed by dividing the NAVD 88
 AB0355.geopotential number by the normal gravity value computed on the
 AB0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0355.degrees latitude (g = 980.6199 gals.).
 AB0355
 AB0355.The modeled gravity was interpolated from observed gravity values.
 AB0355
 AB0355;                    North         East    Units  Estimated Accuracy
 AB0355;SPC TX S     - 5,051,690.      402,900.      MT  (+/- 180 meters Scaled)
 AB0355
 AB0355                          SUPERSEDED SURVEY CONTROL
 AB0355
 AB0355  NGVD 29 (??/??/92)    5.765  (m)           18.91   (f) ADJ UNCH    2 0
 AB0355
 AB0355.Superseded values are not recommended for survey control.
 AB0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0355.See file dsdata.txt to determine how the superseded data were derived.
 AB0355
 AB0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP528909(NAD 83)
 AB0355_MARKER: DD = SURVEY DISK
 AB0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0355_SP_SET: CULVERT
 AB0355_STAMPING: G 26 18.04
 AB0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0355
 AB0355  HISTORY     - Date     Condition        Report By
 AB0355  HISTORY     - UNK      MONUMENTED
 AB0355  HISTORY     - 1942     GOOD             NGS
 AB0355  HISTORY     - 1987     GOOD             USPSQD
 AB0355  HISTORY     - 1988     GOOD             USPSQD
 AB0355
 AB0355                          STATION DESCRIPTION
 AB0355
 AB0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0355'1.8 MI NE FROM SAN BENITO.
 AB0355'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0355'SAN BENITO, CAMERON COUNTY, 9.0 MILES SOUTHEAST ALONG A PAVED ROAD
 AB0355'LEADING TO BAYVIEW.  AT THE JUNCTION OF A ROAD LEADING TO LOS FRESNOS,
 AB0355'72 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 35 FEET
 AB0355'NORTH OF AND 2 FEET HIGHER THAN THE CENTERLINE OF THE EAST-AND-WEST
 AB0355'ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH
 AB0355'HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED G 26 18.04.
 AB0355
 AB0355                          STATION RECOVERY (1987)
 AB0355
 AB0355'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0355'RECOVERED IN GOOD CONDITION.
 AB0355
 AB0355                          STATION RECOVERY (1988)
 AB0355
 AB0355'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0435 ***********************************************************************
 GK0435  DESIGNATION -  G 260
 GK0435  PID         -  GK0435
 GK0435  STATE/COUNTY-  TX/SHERMAN
 GK0435  USGS QUAD   -  STEVENS SW (1964)
 GK0435
 GK0435                         *CURRENT SURVEY CONTROL
 GK0435  ___________________________________________________________________
 GK0435* NAD 83(1986)-  36 19 41.     (N)    101 59 25.     (W)     SCALED    
 GK0435* NAVD 88     -      1103.322  (meters)    3619.82   (feet)  ADJUSTED  
 GK0435  ___________________________________________________________________
 GK0435  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 GK0435  DYNAMIC HT  -        1102.107 (meters)    3615.83  (feet)  COMP
 GK0435  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 GK0435
 GK0435  VERT ORDER  -  SECOND    CLASS 0
 GK0435
 GK0435.The horizontal coordinates were scaled from a topographic map and have
 GK0435.an estimated accuracy of +/- 6 seconds.
 GK0435
 GK0435.The orthometric height was determined by differential leveling
 GK0435.and adjusted by the National Geodetic Survey in June 1991..
 GK0435
 GK0435.The geoid height was determined by GEOID03.
 GK0435
 GK0435.The dynamic height is computed by dividing the NAVD 88
 GK0435.geopotential number by the normal gravity value computed on the
 GK0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0435.degrees latitude (g = 980.6199 gals.).
 GK0435
 GK0435.The modeled gravity was interpolated from observed gravity values.
 GK0435
 GK0435;                    North         East    Units  Estimated Accuracy
 GK0435;SPC TX N     - 1,258,390.      155,980.      MT  (+/- 180 meters Scaled)
 GK0435
 GK0435                          SUPERSEDED SURVEY CONTROL
 GK0435
 GK0435  NGVD 29 (??/??/92) 1102.828  (m)         3618.19   (f) ADJ UNCH    2 0
 GK0435
 GK0435.Superseded values are not recommended for survey control.
 GK0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0435.See file dsdata.txt to determine how the superseded data were derived.
 GK0435
 GK0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF315244(NAD 83)
 GK0435_MARKER: DB = BENCH MARK DISK
 GK0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0435_STAMPING: G 260 1952
 GK0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0435+STABILITY: SURFACE MOTION
 GK0435
 GK0435  HISTORY     - Date     Condition        Report By
 GK0435  HISTORY     - 1952     MONUMENTED       CGS
 GK0435  HISTORY     - 1953     GOOD             NGS
 GK0435
 GK0435                          STATION DESCRIPTION
 GK0435
 GK0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0435'4.7 MI E FROM STRATFORD.
 GK0435'4.7 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0435'PACIFIC RAILROAD STATION AT STRATFORD, 84 FEET EAST OF THE CENTER LINE
 GK0435'OF A PRIVATE NORTH AND SOUTH ROAD, 50 FEET SOUTH OF THE CENTER LINE OF
 GK0435'THE FARM ROAD, 6.5 FEET NORTHWEST OF A POWER POLE, 1 FOOT NORTH OF A
 GK0435'FENCE, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GK0435'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GK0435
 GK0435                          STATION RECOVERY (1953)
 GK0435
 GK0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GK0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0378 ***********************************************************************
 DO0378  DESIGNATION -  G 261
 DO0378  PID         -  DO0378
 DO0378  STATE/COUNTY-  TX/WILBARGER
 DO0378  USGS QUAD   -  GRAYBACK (1966)
 DO0378
 DO0378                         *CURRENT SURVEY CONTROL
 DO0378  ___________________________________________________________________
 DO0378* NAD 83(1986)-  33 57 48.     (N)    099 12 40.     (W)     SCALED    
 DO0378* NAVD 88     -       346.842  (meters)    1137.93   (feet)  ADJUSTED  
 DO0378  ___________________________________________________________________
 DO0378  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DO0378  DYNAMIC HT  -         346.452 (meters)    1136.65  (feet)  COMP
 DO0378  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 DO0378
 DO0378  VERT ORDER  -  SECOND    CLASS 0
 DO0378
 DO0378.The horizontal coordinates were scaled from a topographic map and have
 DO0378.an estimated accuracy of +/- 6 seconds.
 DO0378
 DO0378.The orthometric height was determined by differential leveling
 DO0378.and adjusted by the National Geodetic Survey in June 1991..
 DO0378
 DO0378.The geoid height was determined by GEOID03.
 DO0378
 DO0378.The dynamic height is computed by dividing the NAVD 88
 DO0378.geopotential number by the normal gravity value computed on the
 DO0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0378.degrees latitude (g = 980.6199 gals.).
 DO0378
 DO0378.The modeled gravity was interpolated from observed gravity values.
 DO0378
 DO0378;                    North         East    Units  Estimated Accuracy
 DO0378;SPC TXNC     - 2,254,910.      534,280.      MT  (+/- 180 meters Scaled)
 DO0378
 DO0378                          SUPERSEDED SURVEY CONTROL
 DO0378
 DO0378  NGVD 29 (??/??/92)  346.716  (m)         1137.52   (f) ADJ UNCH    2 0
 DO0378
 DO0378.Superseded values are not recommended for survey control.
 DO0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0378.See file dsdata.txt to determine how the superseded data were derived.
 DO0378
 DO0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC804581(NAD 83)
 DO0378_MARKER: DB = BENCH MARK DISK
 DO0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0378_SP_SET: RETAINING WALL
 DO0378_STAMPING: G 261 1934
 DO0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0378
 DO0378  HISTORY     - Date     Condition        Report By
 DO0378  HISTORY     - 1934     MONUMENTED       CGS
 DO0378  HISTORY     - 1957     GOOD             NGS
 DO0378
 DO0378                          STATION DESCRIPTION
 DO0378
 DO0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0378'13.5 MI S FROM VERNON.
 DO0378'13.5 MILES SOUTH ALONG U. S. HIGHWAY 283 FROM VERNON, WILBARGER
 DO0378'COUNTY, AT A 200-FOOT CONCRETE BRIDGE, IN THE TOP OF THE NORTHEAST
 DO0378'SIDE OF THE NORTH RETAINING WALL, AND 15 FEET EAST OF THE CENTERLINE
 DO0378'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0735 ***********************************************************************
 CT0735  DESIGNATION -  G 262
 CT0735  PID         -  CT0735
 CT0735  STATE/COUNTY-  TX/JONES
 CT0735  USGS QUAD   -  ANSON (1965)
 CT0735
 CT0735                         *CURRENT SURVEY CONTROL
 CT0735  ___________________________________________________________________
 CT0735* NAD 83(1986)-  32 45 58.     (N)    099 53 25.     (W)     SCALED    
 CT0735* NAVD 88     -       523.585  (meters)    1717.80   (feet)  ADJUSTED  
 CT0735  ___________________________________________________________________
 CT0735  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CT0735  DYNAMIC HT  -         522.908 (meters)    1715.57  (feet)  COMP
 CT0735  MODELED GRAV-     979,329.5   (mgal)                       NAVD 88
 CT0735
 CT0735  VERT ORDER  -  SECOND    CLASS 0
 CT0735
 CT0735.The horizontal coordinates were scaled from a topographic map and have
 CT0735.an estimated accuracy of +/- 6 seconds.
 CT0735
 CT0735.The orthometric height was determined by differential leveling
 CT0735.and adjusted by the National Geodetic Survey in June 1991..
 CT0735
 CT0735.The geoid height was determined by GEOID03.
 CT0735
 CT0735.The dynamic height is computed by dividing the NAVD 88
 CT0735.geopotential number by the normal gravity value computed on the
 CT0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0735.degrees latitude (g = 980.6199 gals.).
 CT0735
 CT0735.The modeled gravity was interpolated from observed gravity values.
 CT0735
 CT0735;                    North         East    Units  Estimated Accuracy
 CT0735;SPC TXNC     - 2,122,780.      469,750.      MT  (+/- 180 meters Scaled)
 CT0735
 CT0735                          SUPERSEDED SURVEY CONTROL
 CT0735
 CT0735  NGVD 29 (??/??/92)  523.391  (m)         1717.16   (f) ADJ UNCH    2 0
 CT0735
 CT0735.Superseded values are not recommended for survey control.
 CT0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0735.See file dsdata.txt to determine how the superseded data were derived.
 CT0735
 CT0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB166257(NAD 83)
 CT0735_MARKER: DB = BENCH MARK DISK
 CT0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0735_STAMPING: G 262 1934
 CT0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0735+STABILITY: SURFACE MOTION
 CT0735
 CT0735  HISTORY     - Date     Condition        Report By
 CT0735  HISTORY     - 1934     MONUMENTED       CGS
 CT0735  HISTORY     - 1958     GOOD             NGS
 CT0735
 CT0735                          STATION DESCRIPTION
 CT0735
 CT0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0735'1.8 MI NE FROM ANSON.
 CT0735'1.8 MILES NORTHEAST ALONG THE WICHITA VALLEY RAILWAY FROM THE STATION
 CT0735'AT ANSON, JONES COUNTY, 220 YARDS NORTH OF MILEPOST 126, AT A ROAD
 CT0735'CROSSING, 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 27 FEET
 CT0735'EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G 262
 CT0735'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS 0.8
 CT0735'MILE NORTH OF THE RAILROAD STATION INSTEAD OF 1.8 MILES AS ORIGINALLY
 CT0735'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0282 ***********************************************************************
 DN0282  DESIGNATION -  G 263
 DN0282  PID         -  DN0282
 DN0282  STATE/COUNTY-  TX/COLLIN
 DN0282  USGS QUAD   -  FRISCO (1981)
 DN0282
 DN0282                         *CURRENT SURVEY CONTROL
 DN0282  ___________________________________________________________________
 DN0282* NAD 83(1986)-  33 14 16.     (N)    096 48 22.     (W)     SCALED    
 DN0282* NAVD 88     -       198.780  (meters)     652.16   (feet)  ADJUSTED  
 DN0282  ___________________________________________________________________
 DN0282  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 DN0282  DYNAMIC HT  -         198.565 (meters)     651.46  (feet)  COMP
 DN0282  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 DN0282
 DN0282  VERT ORDER  -  SECOND    CLASS 0
 DN0282
 DN0282.The horizontal coordinates were scaled from a topographic map and have
 DN0282.an estimated accuracy of +/- 6 seconds.
 DN0282
 DN0282.The orthometric height was determined by differential leveling
 DN0282.and adjusted by the National Geodetic Survey in June 1991..
 DN0282
 DN0282.The geoid height was determined by GEOID03.
 DN0282
 DN0282.The dynamic height is computed by dividing the NAVD 88
 DN0282.geopotential number by the normal gravity value computed on the
 DN0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0282.degrees latitude (g = 980.6199 gals.).
 DN0282
 DN0282.The modeled gravity was interpolated from observed gravity values.
 DN0282
 DN0282;                    North         East    Units  Estimated Accuracy
 DN0282;SPC TXNC     - 2,175,490.      757,850.      MT  (+/- 180 meters Scaled)
 DN0282
 DN0282                          SUPERSEDED SURVEY CONTROL
 DN0282
 DN0282  NGVD 29 (??/??/92)  198.789  (m)          652.19   (f) ADJ UNCH    2 0
 DN0282
 DN0282.Superseded values are not recommended for survey control.
 DN0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0282.See file dsdata.txt to determine how the superseded data were derived.
 DN0282
 DN0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB044797(NAD 83)
 DN0282_MARKER: DB = BENCH MARK DISK
 DN0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0282_STAMPING: G 263 1934
 DN0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0282+STABILITY: SURFACE MOTION
 DN0282
 DN0282  HISTORY     - Date     Condition        Report By
 DN0282  HISTORY     - 1934     MONUMENTED       CGS
 DN0282  HISTORY     - 1952     GOOD             NGS
 DN0282  HISTORY     - 19910707 GOOD             USPSQD
 DN0282  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0282
 DN0282                          STATION DESCRIPTION
 DN0282
 DN0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0282'IN PROSPER.
 DN0282'AT PROSPER, 150 YARDS NORTH OF THE NORTH END OF THE ST. LOUIS, SAN
 DN0282'FRANCISCO AND TEXAS RAILROAD STATION, AT A DIRT ROAD CROSSING, 19 FEET
 DN0282'WEST OF THE WEST RAIL OF THE MAIN TRACK, 5 FEET SOUTH OF MILEPOST
 DN0282'679-20, 1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DN0282'POST WHICH IS FLUSH WITH THE GROUND, 54 FEET NORTH OF THE CENTER LINE
 DN0282'OF A DIRT ROAD.
 DN0282
 DN0282                          STATION RECOVERY (1991)
 DN0282
 DN0282'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0282'RECOVERED IN GOOD CONDITION.
 DN0282
 DN0282                          STATION RECOVERY (2005)
 DN0282
 DN0282'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0219 ***********************************************************************
 DN0219  DESIGNATION -  G 265
 DN0219  PID         -  DN0219
 DN0219  STATE/COUNTY-  TX/HUNT
 DN0219  USGS QUAD   -  GREENVILLE NW (1962)
 DN0219
 DN0219                         *CURRENT SURVEY CONTROL
 DN0219  ___________________________________________________________________
 DN0219* NAD 83(1986)-  33 08 10.     (N)    096 07 47.     (W)     SCALED    
 DN0219* NAVD 88     -       170.970  (meters)     560.92   (feet)  ADJUSTED  
 DN0219  ___________________________________________________________________
 DN0219  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DN0219  DYNAMIC HT  -         170.784 (meters)     560.31  (feet)  COMP
 DN0219  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 DN0219
 DN0219  VERT ORDER  -  FIRST     CLASS II
 DN0219
 DN0219.The horizontal coordinates were scaled from a topographic map and have
 DN0219.an estimated accuracy of +/- 6 seconds.
 DN0219
 DN0219.The orthometric height was determined by differential leveling
 DN0219.and adjusted by the National Geodetic Survey in June 1991..
 DN0219
 DN0219.The geoid height was determined by GEOID03.
 DN0219
 DN0219.The dynamic height is computed by dividing the NAVD 88
 DN0219.geopotential number by the normal gravity value computed on the
 DN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0219.degrees latitude (g = 980.6199 gals.).
 DN0219
 DN0219.The modeled gravity was interpolated from observed gravity values.
 DN0219
 DN0219;                    North         East    Units  Estimated Accuracy
 DN0219;SPC TXNC     - 2,165,440.      821,120.      MT  (+/- 180 meters Scaled)
 DN0219
 DN0219                          SUPERSEDED SURVEY CONTROL
 DN0219
 DN0219  NGVD 29 (??/??/92)  170.960  (m)          560.89   (f) ADJ UNCH    1 2
 DN0219
 DN0219.Superseded values are not recommended for survey control.
 DN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0219.See file dsdata.txt to determine how the superseded data were derived.
 DN0219
 DN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB677700(NAD 83)
 DN0219_MARKER: DB = BENCH MARK DISK
 DN0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0219_STAMPING: G 265 1934
 DN0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0219+STABILITY: SURFACE MOTION
 DN0219
 DN0219  HISTORY     - Date     Condition        Report By
 DN0219  HISTORY     - 1934     MONUMENTED       CGS
 DN0219  HISTORY     - 1954     GOOD             NGS
 DN0219  HISTORY     - 1959     GOOD             NGS
 DN0219  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DN0219
 DN0219                          STATION DESCRIPTION
 DN0219
 DN0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0219'1.3 MI W FROM GREENVILLE.
 DN0219'1.3 MILES WEST ALONG THE LOUISIANA, ARKANSAS AND TEXAS RAILROAD FROM
 DN0219'THE STATION AT GREENVILLE, 0.3 MILE EAST OF MILEPOST 172, 194 FEET
 DN0219'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 49 FEET SOUTH OF THE SOUTH
 DN0219'RAIL OF THE SOUTH TRACK, 5 FEET NORTHWEST OF A TELEPHONE POLE, 3 FEET
 DN0219'NORTH OF A WITNESS POST, 63 FEET SOUTHEAST OF A SWITCH STAND, SET IN
 DN0219'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 DN0219
 DN0219                          STATION RECOVERY (1959)
 DN0219
 DN0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DN0219'RECOVERED IN GOOD CONDITION.
 DN0219
 DN0219                          STATION RECOVERY (1994)
 DN0219
 DN0219'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0724 ***********************************************************************
 CS0724  DESIGNATION -  G 266
 CS0724  PID         -  CS0724
 CS0724  STATE/COUNTY-  TX/ELLIS
 CS0724  USGS QUAD   -  ITALY (1978)
 CS0724
 CS0724                         *CURRENT SURVEY CONTROL
 CS0724  ___________________________________________________________________
 CS0724* NAD 83(1986)-  32 07 45.     (N)    096 53 43.     (W)     SCALED    
 CS0724* NAVD 88     -       171.893  (meters)     563.95   (feet)  ADJUSTED  
 CS0724  ___________________________________________________________________
 CS0724  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CS0724  DYNAMIC HT  -         171.687 (meters)     563.28  (feet)  COMP
 CS0724  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 CS0724
 CS0724  VERT ORDER  -  SECOND    CLASS 0
 CS0724
 CS0724.The horizontal coordinates were scaled from a topographic map and have
 CS0724.an estimated accuracy of +/- 6 seconds.
 CS0724
 CS0724.The orthometric height was determined by differential leveling
 CS0724.and adjusted by the National Geodetic Survey in June 1991..
 CS0724
 CS0724.The geoid height was determined by GEOID03.
 CS0724
 CS0724.The dynamic height is computed by dividing the NAVD 88
 CS0724.geopotential number by the normal gravity value computed on the
 CS0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0724.degrees latitude (g = 980.6199 gals.).
 CS0724
 CS0724.The modeled gravity was interpolated from observed gravity values.
 CS0724
 CS0724;                    North         East    Units  Estimated Accuracy
 CS0724;SPC TXNC     - 2,052,450.      751,420.      MT  (+/- 180 meters Scaled)
 CS0724
 CS0724                          SUPERSEDED SURVEY CONTROL
 CS0724
 CS0724  NGVD 29 (??/??/92)  171.867  (m)          563.87   (f) ADJ UNCH    2 0
 CS0724
 CS0724.Superseded values are not recommended for survey control.
 CS0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0724.See file dsdata.txt to determine how the superseded data were derived.
 CS0724
 CS0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA985566(NAD 83)
 CS0724_MARKER: DB = BENCH MARK DISK
 CS0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0724_STAMPING: G 266 1934
 CS0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0724+STABILITY: SURFACE MOTION
 CS0724
 CS0724  HISTORY     - Date     Condition        Report By
 CS0724  HISTORY     - 1934     MONUMENTED       CGS
 CS0724  HISTORY     - 1948     GOOD             NGS
 CS0724
 CS0724                          STATION DESCRIPTION
 CS0724
 CS0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0724'4.0 MI S FROM ITALY.
 CS0724'4.0 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 CS0724'THE STATION AT ITALY, 6 1/2 RAILS NORTH OF A PRIVATE ROAD CROSSING,
 CS0724'3.5 FEET SOUTHEAST OF MILEPOST NO. 218 WHICH IS ALSO THE SECOND POLE
 CS0724'NORTH OF THE CROSSING, 32.8 FEET WEST OF THE WEST RAIL OF THE TRACK,
 CS0724'1.5 FEET NORTHEAST OF A REFERENCE POST, ABOUT 3.0 FEET ABOVE TRACK
 CS0724'LEVEL, A DISK SET IN TOP OF A CONCRETE POSTT PROJECTING 0.8 FOOT ABOVE
 CS0724'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0544 ***********************************************************************
 CR0544  DESIGNATION -  G 267
 CR0544  PID         -  CR0544
 CR0544  STATE/COUNTY-  TX/HENDERSON
 CR0544  USGS QUAD   -  MALLARD HILL (1984)
 CR0544
 CR0544                         *CURRENT SURVEY CONTROL
 CR0544  ___________________________________________________________________
 CR0544* NAD 83(1986)-  32 13 11.     (N)    095 53 18.     (W)     SCALED    
 CR0544* NAVD 88     -       137.598  (meters)     451.44   (feet)  ADJUSTED  
 CR0544  ___________________________________________________________________
 CR0544  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CR0544  DYNAMIC HT  -         137.438 (meters)     450.91  (feet)  COMP
 CR0544  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 CR0544
 CR0544  VERT ORDER  -  SECOND    CLASS 0
 CR0544
 CR0544.The horizontal coordinates were scaled from a topographic map and have
 CR0544.an estimated accuracy of +/- 6 seconds.
 CR0544
 CR0544.The orthometric height was determined by differential leveling
 CR0544.and adjusted by the National Geodetic Survey in June 1991..
 CR0544
 CR0544.The geoid height was determined by GEOID03.
 CR0544
 CR0544.The dynamic height is computed by dividing the NAVD 88
 CR0544.geopotential number by the normal gravity value computed on the
 CR0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0544.degrees latitude (g = 980.6199 gals.).
 CR0544
 CR0544.The modeled gravity was interpolated from observed gravity values.
 CR0544
 CR0544;                    North         East    Units  Estimated Accuracy
 CR0544;SPC TXNC     - 2,064,390.      846,160.      MT  (+/- 180 meters Scaled)
 CR0544
 CR0544                          SUPERSEDED SURVEY CONTROL
 CR0544
 CR0544  NGVD 29 (??/??/92)  137.607  (m)          451.47   (f) ADJ UNCH    2 0
 CR0544
 CR0544.Superseded values are not recommended for survey control.
 CR0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0544.See file dsdata.txt to determine how the superseded data were derived.
 CR0544
 CR0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR277684(NAD 83)
 CR0544_MARKER: DB = BENCH MARK DISK
 CR0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0544_STAMPING: G 267 1934
 CR0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0544+STABILITY: SURFACE MOTION
 CR0544
 CR0544  HISTORY     - Date     Condition        Report By
 CR0544  HISTORY     - 1934     MONUMENTED       CGS
 CR0544  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0544
 CR0544                          STATION DESCRIPTION
 CR0544
 CR0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0544'2.0 MI NW FROM ATHENS.
 CR0544'2.0 MILES NW OF AND ALONG THE S.P. R. R. 16 YARDS N OF THE CENTER OF
 CR0544'THE TRACK.  5 FEET S OF FENCE CORNER.  110 YARDS W OF BRIDGE NO. 245A.
 CR0544'240 YARDS W OF M.P. 245.
 CR0544
 CR0544                          STATION RECOVERY (2004)
 CR0544
 CR0544'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0781 ***********************************************************************
 CR0781  DESIGNATION -  G 268
 CR0781  PID         -  CR0781
 CR0781  STATE/COUNTY-  TX/HENDERSON
 CR0781  USGS QUAD   -  MURCHISON EAST (1984)
 CR0781
 CR0781                         *CURRENT SURVEY CONTROL
 CR0781  ___________________________________________________________________
 CR0781* NAD 83(1986)-  32 17 32.     (N)    095 42 05.     (W)     SCALED    
 CR0781* NAVD 88     -       135.642  (meters)     445.02   (feet)  ADJUSTED  
 CR0781  ___________________________________________________________________
 CR0781  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CR0781  DYNAMIC HT  -         135.484 (meters)     444.50  (feet)  COMP
 CR0781  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 CR0781
 CR0781  VERT ORDER  -  SECOND    CLASS 0
 CR0781
 CR0781.The horizontal coordinates were scaled from a topographic map and have
 CR0781.an estimated accuracy of +/- 6 seconds.
 CR0781
 CR0781.The orthometric height was determined by differential leveling
 CR0781.and adjusted by the National Geodetic Survey in June 1991..
 CR0781
 CR0781.The geoid height was determined by GEOID03.
 CR0781
 CR0781.The dynamic height is computed by dividing the NAVD 88
 CR0781.geopotential number by the normal gravity value computed on the
 CR0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0781.degrees latitude (g = 980.6199 gals.).
 CR0781
 CR0781.The modeled gravity was interpolated from observed gravity values.
 CR0781
 CR0781;                    North         East    Units  Estimated Accuracy
 CR0781;SPC TXNC     - 2,072,880.      863,570.      MT  (+/- 180 meters Scaled)
 CR0781
 CR0781                          SUPERSEDED SURVEY CONTROL
 CR0781
 CR0781  NGVD 29 (??/??/92)  135.662  (m)          445.08   (f) ADJ UNCH    2 0
 CR0781
 CR0781.Superseded values are not recommended for survey control.
 CR0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0781.See file dsdata.txt to determine how the superseded data were derived.
 CR0781
 CR0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR456760(NAD 83)
 CR0781_MARKER: DB = BENCH MARK DISK
 CR0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0781_STAMPING: G 268 1934
 CR0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0781+STABILITY: SURFACE MOTION
 CR0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0781+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0781
 CR0781  HISTORY     - Date     Condition        Report By
 CR0781  HISTORY     - 1934     MONUMENTED       CGS
 CR0781  HISTORY     - 1948     GOOD             NGS
 CR0781  HISTORY     - 1978     GOOD             USGS
 CR0781  HISTORY     - 20040605 GOOD             USPSQD
 CR0781
 CR0781                          STATION DESCRIPTION
 CR0781
 CR0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0781'1.3 MI W FROM OPELIKA.
 CR0781'1.3 MILES WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY OF TEXAS FROM
 CR0781'THE SIGNBOARD AT OPELIKA, AT A ROAD CROSSING, 62.0 FEET WEST OF THE
 CR0781'CENTER LINE OF THE ROAD, 45.9 FEET NORTH OF THE NORTH RAIL OF THE
 CR0781'TRACK, 21.9 FEET NORTHEAST OF THE FIRST POLE EAST OF MILEPOST 572/5,
 CR0781'2.3 FEET SOUTH OF A FENCE, 2.0 FEET SOUTHWEST OF A REFERENCE POST, SET
 CR0781'IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 CR0781
 CR0781                          STATION RECOVERY (1978)
 CR0781
 CR0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0781'FROM THE INTERSECTION OF STATE HWY 31 AND FARM ROAD AT MERCHISON,
 CR0781'TEXAS HENDERSON COUNTY, EAST ALONG STATE HWY. 31 3.05 MILES TO FARM
 CR0781'ROAD 1803, THENCE NORTH ON FARM ROAD 1803 .25 MILE TO RAIL ROAD
 CR0781'CROSSING. BM IS 54 FEET SOUTHWEST ALONG R.R. AND 48 FEET NORTHWEST OF
 CR0781'R.R., 2.3 FEET SOUTH OF A FENCE AND PROJECTING 1 FOOT ABOVE GROUND.
 CR0781
 CR0781                          STATION RECOVERY (2004)
 CR0781
 CR0781'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0050 ***********************************************************************
 BP0050  DESIGNATION -  G 27
 BP0050  PID         -  BP0050
 BP0050  STATE/COUNTY-  TX/TERRELL
 BP0050  USGS QUAD   -  SANDERSON SE (1969)
 BP0050
 BP0050                         *CURRENT SURVEY CONTROL
 BP0050  ___________________________________________________________________
 BP0050* NAD 83(1986)-  30 06 14.     (N)    102 21 52.     (W)     SCALED    
 BP0050* NAVD 88     -       801.442  (meters)    2629.40   (feet)  POSTED    
 BP0050  ___________________________________________________________________
 BP0050  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 BP0050  DYNAMIC HT  -         800.220 (meters)    2625.39  (feet)  COMP
 BP0050  MODELED GRAV-     979,087.0   (mgal)                       NAVD 88
 BP0050
 BP0050  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0050
 BP0050.The horizontal coordinates were scaled from a topographic map and have
 BP0050.an estimated accuracy of +/- 6 seconds.
 BP0050
 BP0050.The orthometric height was determined by differential leveling
 BP0050.and adjusted by the National Geodetic Survey in 1992..
 BP0050.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0050.rate of 2.1 thru 3.0 mm/km.
 BP0050
 BP0050.The geoid height was determined by GEOID03.
 BP0050
 BP0050.The dynamic height is computed by dividing the NAVD 88
 BP0050.geopotential number by the normal gravity value computed on the
 BP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0050.degrees latitude (g = 980.6199 gals.).
 BP0050
 BP0050.The modeled gravity was interpolated from observed gravity values.
 BP0050
 BP0050;                    North         East    Units  Estimated Accuracy
 BP0050;SPC TXSC     - 4,256,310.      275,780.      MT  (+/- 180 meters Scaled)
 BP0050
 BP0050                          SUPERSEDED SURVEY CONTROL
 BP0050
 BP0050.No superseded survey control is available for this station.
 BP0050
 BP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP539332(NAD 83)
 BP0050_MARKER: DB = BENCH MARK DISK
 BP0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0050_STAMPING: 2628.748 FT G 27 1917
 BP0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0050+STABILITY: SURFACE MOTION
 BP0050
 BP0050  HISTORY     - Date     Condition        Report By
 BP0050  HISTORY     - 1917     MONUMENTED       CGS
 BP0050  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0050
 BP0050                          STATION DESCRIPTION
 BP0050
 BP0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0050'3.9 MI E FROM SANDERSON.
 BP0050'ABOUT 3.9 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0050'SANDERSON, TERRELL COUNTY, AT MILEPOST 512, AND ABOUT 75 FEET SOUTH OF
 BP0050'THE TRACK.  A STANDARD DISK, STAMPED ELEV. 2 628.748 FT G 27 1917 AND
 BP0050'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 BP0050'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0430 ***********************************************************************
 DO0430  DESIGNATION -  G 271
 DO0430  PID         -  DO0430
 DO0430  STATE/COUNTY-  TX/THROCKMORTON
 DO0430  USGS QUAD   -  WESTOVER SW (1981)
 DO0430
 DO0430                         *CURRENT SURVEY CONTROL
 DO0430  ___________________________________________________________________
 DO0430* NAD 83(1986)-  33 19 16.     (N)    099 11 59.     (W)     SCALED    
 DO0430* NAVD 88     -       425.215  (meters)    1395.06   (feet)  ADJUSTED  
 DO0430  ___________________________________________________________________
 DO0430  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DO0430  DYNAMIC HT  -         424.711 (meters)    1393.41  (feet)  COMP
 DO0430  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 DO0430
 DO0430  VERT ORDER  -  SECOND    CLASS 0
 DO0430
 DO0430.The horizontal coordinates were scaled from a topographic map and have
 DO0430.an estimated accuracy of +/- 6 seconds.
 DO0430
 DO0430.The orthometric height was determined by differential leveling
 DO0430.and adjusted by the National Geodetic Survey in June 1991..
 DO0430
 DO0430.The geoid height was determined by GEOID03.
 DO0430
 DO0430.The dynamic height is computed by dividing the NAVD 88
 DO0430.geopotential number by the normal gravity value computed on the
 DO0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0430.degrees latitude (g = 980.6199 gals.).
 DO0430
 DO0430.The modeled gravity was interpolated from observed gravity values.
 DO0430
 DO0430;                    North         East    Units  Estimated Accuracy
 DO0430;SPC TXNC     - 2,183,680.      534,860.      MT  (+/- 180 meters Scaled)
 DO0430
 DO0430                          SUPERSEDED SURVEY CONTROL
 DO0430
 DO0430  NGVD 29 (??/??/92)  425.093  (m)         1394.66   (f) ADJ UNCH    2 0
 DO0430
 DO0430.Superseded values are not recommended for survey control.
 DO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0430.See file dsdata.txt to determine how the superseded data were derived.
 DO0430
 DO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB814869(NAD 83)
 DO0430_MARKER: DB = BENCH MARK DISK
 DO0430_SETTING: 66 = SET IN ROCK OUTCROP
 DO0430_SP_SET: OUTCROP
 DO0430_STAMPING: C-271 1934
 DO0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0430+STABILITY: POSITION/ELEVATION WELL
 DO0430
 DO0430  HISTORY     - Date     Condition        Report By
 DO0430  HISTORY     - 1934     MONUMENTED       CGS
 DO0430  HISTORY     - 1965     GOOD             USGS
 DO0430
 DO0430                          STATION DESCRIPTION
 DO0430
 DO0430'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0430'20.34 MI SW FROM SEYMOUR.
 DO0430'20.34 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 283 FROM THE COURT HOUSE
 DO0430'IN SEYMOUR, TEXAS.  10.61 MILES NORTHEAST ALONG U.S. HIGHWAY NO 283
 DO0430'FROM THE JUNCTION OF U.S. 283 AND STATE 24 IN THROCKMORTON, TEXAS.
 DO0430'0.15 MILES SOUTH OF A SMALL CULVERT, 120 EAST OF THE CENTER LINE OF
 DO0430'THE HIGHWAY, NEAR A SMALL ROCK MONUMENT, A STANDARD DISK SET IN A
 DO0430'LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2352 ***********************************************************************
 CS2352  DESIGNATION -  G 272
 CS2352  PID         -  CS2352
 CS2352  STATE/COUNTY-  TX/PARKER
 CS2352  USGS QUAD   -  GARNER (1979)
 CS2352
 CS2352                         *CURRENT SURVEY CONTROL
 CS2352  ___________________________________________________________________
 CS2352* NAD 83(1986)-  32 50 17.     (N)    097 57 56.     (W)     SCALED    
 CS2352* NAVD 88     -       299.770  (meters)     983.50   (feet)  ADJUSTED  
 CS2352  ___________________________________________________________________
 CS2352  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CS2352  DYNAMIC HT  -         299.403 (meters)     982.29  (feet)  COMP
 CS2352  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 CS2352
 CS2352  VERT ORDER  -  SECOND    CLASS 0
 CS2352
 CS2352.The horizontal coordinates were scaled from a topographic map and have
 CS2352.an estimated accuracy of +/- 6 seconds.
 CS2352
 CS2352.The orthometric height was determined by differential leveling
 CS2352.and adjusted by the National Geodetic Survey in June 1991..
 CS2352
 CS2352.The geoid height was determined by GEOID03.
 CS2352
 CS2352.The dynamic height is computed by dividing the NAVD 88
 CS2352.geopotential number by the normal gravity value computed on the
 CS2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2352.degrees latitude (g = 980.6199 gals.).
 CS2352
 CS2352.The modeled gravity was interpolated from observed gravity values.
 CS2352
 CS2352;                    North         East    Units  Estimated Accuracy
 CS2352;SPC TXNC     - 2,130,020.      650,030.      MT  (+/- 180 meters Scaled)
 CS2352
 CS2352                          SUPERSEDED SURVEY CONTROL
 CS2352
 CS2352  NGVD 29 (??/??/92)  299.668  (m)          983.16   (f) ADJ UNCH    2 0
 CS2352
 CS2352.Superseded values are not recommended for survey control.
 CS2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2352.See file dsdata.txt to determine how the superseded data were derived.
 CS2352
 CS2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB968338(NAD 83)
 CS2352_MARKER: DB = BENCH MARK DISK
 CS2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2352_STAMPING: G 272 1934 983.203
 CS2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2352+STABILITY: SURFACE MOTION
 CS2352
 CS2352  HISTORY     - Date     Condition        Report By
 CS2352  HISTORY     - 1934     MONUMENTED       CGS
 CS2352  HISTORY     - 1952     GOOD             NGS
 CS2352  HISTORY     - 19971128 MARK NOT FOUND   USPSQD
 CS2352  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2352
 CS2352                          STATION DESCRIPTION
 CS2352
 CS2352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2352'1 MI E FROM GARNER.
 CS2352'ABOUT 1.0 MILE EAST ALONG THE WEATHERFORD, MINERAL WELLS AND
 CS2352'NORTHWESTERN RAILWAY FROM THE DEPOT IN GARNER, PARKER COUNTY, 3 FEET
 CS2352'WEST OF MILEPOST 12, 30 FEET NORTH OF THE CENTERLINE OF THE TRACKS,
 CS2352'1/4 MILE SOUTH EAST OF THE GARNER-ANTHON ROAD AND 300 YARDS SOUTH EAST
 CS2352'OF THE CORNER OF A FARM ROAD.  ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CS2352'TRACKS, A DISK IN A CONCRETE POST PROJECTING ABOUT 3 INCHES. NOTE-- TO
 CS2352'REACH FROM GARNER.  GO EAST AND NORTH ON THE ROAD NORTH OF THE TRACKS
 CS2352'01, 2 MILES, TO A TURN TO THE LEFT.  GO EAST HERE ON A FARM ROAD ABOUT
 CS2352'0.2 MILE TO THE ROAD CORNER.  THE STATION IS ABOUT 300 YARDS SOUTH
 CS2352'EAST AS DESCRIBED.
 CS2352
 CS2352                          STATION RECOVERY (1997)
 CS2352
 CS2352'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2352'MARK NOT FOUND.
 CS2352
 CS2352                          STATION RECOVERY (2004)
 CS2352
 CS2352'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0291 ***********************************************************************
 CT0291  DESIGNATION -  G 273
 CT0291  PID         -  CT0291
 CT0291  STATE/COUNTY-  TX/STEPHENS
 CT0291  USGS QUAD   -  NECESSITY (1967)
 CT0291
 CT0291                         *CURRENT SURVEY CONTROL
 CT0291  ___________________________________________________________________
 CT0291* NAD 83(1986)-  32 44 53.     (N)    098 49 38.     (W)     SCALED    
 CT0291* NAVD 88     -       394.749  (meters)    1295.11   (feet)  ADJUSTED  
 CT0291  ___________________________________________________________________
 CT0291  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CT0291  DYNAMIC HT  -         394.256 (meters)    1293.49  (feet)  COMP
 CT0291  MODELED GRAV-     979,378.3   (mgal)                       NAVD 88
 CT0291
 CT0291  VERT ORDER  -  SECOND    CLASS 0
 CT0291
 CT0291.The horizontal coordinates were scaled from a topographic map and have
 CT0291.an estimated accuracy of +/- 6 seconds.
 CT0291
 CT0291.The orthometric height was determined by differential leveling
 CT0291.and adjusted by the National Geodetic Survey in June 1991..
 CT0291
 CT0291.The geoid height was determined by GEOID03.
 CT0291
 CT0291.The dynamic height is computed by dividing the NAVD 88
 CT0291.geopotential number by the normal gravity value computed on the
 CT0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0291.degrees latitude (g = 980.6199 gals.).
 CT0291
 CT0291.The modeled gravity was interpolated from observed gravity values.
 CT0291
 CT0291;                    North         East    Units  Estimated Accuracy
 CT0291;SPC TXNC     - 2,119,960.      569,340.      MT  (+/- 180 meters Scaled)
 CT0291
 CT0291                          SUPERSEDED SURVEY CONTROL
 CT0291
 CT0291  NGVD 29 (??/??/92)  394.645  (m)         1294.76   (f) ADJ UNCH    2 0
 CT0291
 CT0291.Superseded values are not recommended for survey control.
 CT0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0291.See file dsdata.txt to determine how the superseded data were derived.
 CT0291
 CT0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB161233(NAD 83)
 CT0291_MARKER: DB = BENCH MARK DISK
 CT0291_SETTING: 66 = SET IN ROCK OUTCROP
 CT0291_SP_SET: ROCK OUTCROP
 CT0291_STAMPING: G 273 1934
 CT0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0291+STABILITY: POSITION/ELEVATION WELL
 CT0291
 CT0291  HISTORY     - Date     Condition        Report By
 CT0291  HISTORY     - 1934     MONUMENTED       CGS
 CT0291  HISTORY     - 1957     GOOD             NGS
 CT0291
 CT0291                          STATION DESCRIPTION
 CT0291
 CT0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0291'4.4 MI E FROM BRECKENRIDGE.
 CT0291'4.4 MILES EAST ALONG U.S. HIGHWAY 180 FROM BRECKENRIDGE, STEPHENS
 CT0291'COUNTY, 0.5 MILE EAST OF MINGS GROCERY AND SERVICE STATION, 91 YARDS
 CT0291'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 71 YARDS SOUTH OF THE
 CT0291'RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP MARKED WITH A
 CT0291'PYRAMID OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0413 ***********************************************************************
 CA0413  DESIGNATION -  G 275
 CA0413  PID         -  CA0413
 CA0413  STATE/COUNTY-  TX/COLEMAN
 CA0413  USGS QUAD   -  COLEMAN (1987)
 CA0413
 CA0413                         *CURRENT SURVEY CONTROL
 CA0413  ___________________________________________________________________
 CA0413* NAD 83(1986)-  31 50 30.     (N)    099 25 13.     (W)     SCALED    
 CA0413* NAVD 88     -       517.533  (meters)    1697.94   (feet)  ADJUSTED  
 CA0413  ___________________________________________________________________
 CA0413  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CA0413  DYNAMIC HT  -         516.850 (meters)    1695.70  (feet)  COMP
 CA0413  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 CA0413
 CA0413  VERT ORDER  -  SECOND    CLASS 0
 CA0413
 CA0413.The horizontal coordinates were scaled from a topographic map and have
 CA0413.an estimated accuracy of +/- 6 seconds.
 CA0413
 CA0413.The orthometric height was determined by differential leveling
 CA0413.and adjusted by the National Geodetic Survey in June 1991..
 CA0413
 CA0413.The geoid height was determined by GEOID03.
 CA0413
 CA0413.The dynamic height is computed by dividing the NAVD 88
 CA0413.geopotential number by the normal gravity value computed on the
 CA0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0413.degrees latitude (g = 980.6199 gals.).
 CA0413
 CA0413.The modeled gravity was interpolated from observed gravity values.
 CA0413
 CA0413;                    North         East    Units  Estimated Accuracy
 CA0413;SPC TX C     - 3,241,480.      786,420.      MT  (+/- 180 meters Scaled)
 CA0413
 CA0413                          SUPERSEDED SURVEY CONTROL
 CA0413
 CA0413  NGVD 29 (??/??/92)  517.422  (m)         1697.58   (f) ADJ UNCH    2 0
 CA0413
 CA0413.Superseded values are not recommended for survey control.
 CA0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0413.See file dsdata.txt to determine how the superseded data were derived.
 CA0413
 CA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA602229(NAD 83)
 CA0413_MARKER: DB = BENCH MARK DISK
 CA0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0413_SP_SET: BRIDGE
 CA0413_STAMPING: G 275 1934
 CA0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0413
 CA0413  HISTORY     - Date     Condition        Report By
 CA0413  HISTORY     - 1934     MONUMENTED       CGS
 CA0413  HISTORY     - 1960     GOOD             USGS
 CA0413  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0413
 CA0413                          STATION DESCRIPTION
 CA0413
 CA0413'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CA0413'0.8 MI NE FROM COLEMAN.
 CA0413'0.8 MILE NORTHEAST ALONG STATE HIGHWAY 206 FROM COLEMAN, COLEMAN
 CA0413'COUNTY, AT THE JUNCTION OF A ROAD LEADING EAST, 45 FEET SOUTHWEST OF
 CA0413'THE CENTERLINE OF THE ROAD, 12 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CA0413'HIGHWAY, AT A LARGE CONCRETE AND STEEL BRIDGE, AND IN THE TOP OF THE
 CA0413'NORTHEAST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED G 275 1934.
 CA0413
 CA0413                          STATION RECOVERY (1982)
 CA0413
 CA0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0413'A NEW BRIDGE IS AT THIS LOCATION AND THE MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0877 ***********************************************************************
 CA0877  DESIGNATION -  G 275 RESET 1978
 CA0877  PID         -  CA0877
 CA0877  STATE/COUNTY-  TX/COLEMAN
 CA0877  USGS QUAD   -  COLEMAN (1987)
 CA0877
 CA0877                         *CURRENT SURVEY CONTROL
 CA0877  ___________________________________________________________________
 CA0877* NAD 83(1986)-  31 50 31.     (N)    099 25 15.     (W)     SCALED    
 CA0877* NAVD 88     -       518.221  (meters)    1700.20   (feet)  ADJUSTED  
 CA0877  ___________________________________________________________________
 CA0877  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CA0877  DYNAMIC HT  -         517.537 (meters)    1697.95  (feet)  COMP
 CA0877  MODELED GRAV-     979,304.6   (mgal)                       NAVD 88
 CA0877
 CA0877  VERT ORDER  -  FIRST     CLASS II
 CA0877
 CA0877.The horizontal coordinates were scaled from a topographic map and have
 CA0877.an estimated accuracy of +/- 6 seconds.
 CA0877
 CA0877.The orthometric height was determined by differential leveling
 CA0877.and adjusted by the National Geodetic Survey in June 1991..
 CA0877
 CA0877.The geoid height was determined by GEOID03.
 CA0877
 CA0877.The dynamic height is computed by dividing the NAVD 88
 CA0877.geopotential number by the normal gravity value computed on the
 CA0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0877.degrees latitude (g = 980.6199 gals.).
 CA0877
 CA0877.The modeled gravity was interpolated from observed gravity values.
 CA0877
 CA0877;                    North         East    Units  Estimated Accuracy
 CA0877;SPC TX C     - 3,241,510.      786,370.      MT  (+/- 180 meters Scaled)
 CA0877
 CA0877                          SUPERSEDED SURVEY CONTROL
 CA0877
 CA0877.No superseded survey control is available for this station.
 CA0877
 CA0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA601229(NAD 83)
 CA0877_MARKER: DB = BENCH MARK DISK
 CA0877_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CA0877_SP_SET: ABUTMENT
 CA0877_STAMPING: G 275 RESET 1978
 CA0877_MARK LOGO: NGS   
 CA0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0877
 CA0877  HISTORY     - Date     Condition        Report By
 CA0877  HISTORY     - 1978     MONUMENTED       NGS
 CA0877  HISTORY     - 1982     GOOD             NGS
 CA0877
 CA0877                          STATION DESCRIPTION
 CA0877
 CA0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0877'1.7 KM (1.05 MI) SE FROM COLEMAN.
 CA0877'1.7 KM (1.05 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM ITS
 CA0877'JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, IN TOP
 CA0877'OF AND 1.8 METERS (6.0 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE
 CA0877'GUARDRAIL OF THE AIRPORT ROAD BRIDGE OVER HORDS CREEK AND 4.6 METERS
 CA0877'(15.1 FT) SOUTH OF THE CENTER OF THE ROAD.
 CA0877'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0086 ***********************************************************************
 CR0086  DESIGNATION -  G 277
 CR0086  PID         -  CR0086
 CR0086  STATE/COUNTY-  TX/PANOLA
 CR0086  USGS QUAD   -  GARY (1983)
 CR0086
 CR0086                         *CURRENT SURVEY CONTROL
 CR0086  ___________________________________________________________________
 CR0086* NAD 83(1986)-  32 00 24.     (N)    094 19 59.     (W)     SCALED    
 CR0086* NAVD 88     -        81.760  (meters)     268.24   (feet)  ADJUSTED  
 CR0086  ___________________________________________________________________
 CR0086  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CR0086  DYNAMIC HT  -          81.663 (meters)     267.92  (feet)  COMP
 CR0086  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 CR0086
 CR0086  VERT ORDER  -  SECOND    CLASS 0
 CR0086
 CR0086.The horizontal coordinates were scaled from a topographic map and have
 CR0086.an estimated accuracy of +/- 6 seconds.
 CR0086
 CR0086.The orthometric height was determined by differential leveling
 CR0086.and adjusted by the National Geodetic Survey in June 1991..
 CR0086
 CR0086.The geoid height was determined by GEOID03.
 CR0086
 CR0086.The dynamic height is computed by dividing the NAVD 88
 CR0086.geopotential number by the normal gravity value computed on the
 CR0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0086.degrees latitude (g = 980.6199 gals.).
 CR0086
 CR0086.The modeled gravity was interpolated from observed gravity values.
 CR0086
 CR0086;                    North         East    Units  Estimated Accuracy
 CR0086;SPC TXNC     - 2,045,510.      993,630.      MT  (+/- 180 meters Scaled)
 CR0086
 CR0086                          SUPERSEDED SURVEY CONTROL
 CR0086
 CR0086  NGVD 29 (??/??/92)   81.792  (m)          268.35   (f) ADJ UNCH    2 0
 CR0086
 CR0086.Superseded values are not recommended for survey control.
 CR0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0086.See file dsdata.txt to determine how the superseded data were derived.
 CR0086
 CR0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR740419(NAD 83)
 CR0086_MARKER: DB = BENCH MARK DISK
 CR0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0086_STAMPING: G 277 1934
 CR0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0086+STABILITY: SURFACE MOTION
 CR0086
 CR0086  HISTORY     - Date     Condition        Report By
 CR0086  HISTORY     - 1934     MONUMENTED       CGS
 CR0086  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0086
 CR0086                          STATION DESCRIPTION
 CR0086
 CR0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0086'2.5 MI SE FROM GARY.
 CR0086'2.5 MI SE OF AND ALONG THE S F R R 200 YARDS E OF MILE POST 159.  27
 CR0086'FEET NE OF CENTER OF CENTER OF TRACK AND A RAILROAD CROSSING.  6 FEET
 CR0086'NW OF A FENCE LINE.  NOTE-- FENCE IS GONE AND RR WORK IN AREA.
 CR0086
 CR0086                          STATION RECOVERY (1977)
 CR0086
 CR0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0209 ***********************************************************************
 CR0209  DESIGNATION -  G 278
 CR0209  PID         -  CR0209
 CR0209  STATE/COUNTY-  TX/HARRISON
 CR0209  USGS QUAD   -  LAKEPORT (1983)
 CR0209
 CR0209                         *CURRENT SURVEY CONTROL
 CR0209  ___________________________________________________________________
 CR0209* NAD 83(1986)-  32 27 50.     (N)    094 41 20.     (W)     SCALED    
 CR0209* NAVD 88     -        97.754  (meters)     320.71   (feet)  ADJUSTED  
 CR0209  ___________________________________________________________________
 CR0209  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR0209  DYNAMIC HT  -          97.642 (meters)     320.35  (feet)  COMP
 CR0209  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 CR0209
 CR0209  VERT ORDER  -  SECOND    CLASS 0
 CR0209
 CR0209.The horizontal coordinates were scaled from a topographic map and have
 CR0209.an estimated accuracy of +/- 6 seconds.
 CR0209
 CR0209.The orthometric height was determined by differential leveling
 CR0209.and adjusted by the National Geodetic Survey in June 1991..
 CR0209
 CR0209.The geoid height was determined by GEOID03.
 CR0209
 CR0209.The dynamic height is computed by dividing the NAVD 88
 CR0209.geopotential number by the normal gravity value computed on the
 CR0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0209.degrees latitude (g = 980.6199 gals.).
 CR0209
 CR0209.The modeled gravity was interpolated from observed gravity values.
 CR0209
 CR0209;                    North         East    Units  Estimated Accuracy
 CR0209;SPC TXNC     - 2,094,900.      958,190.      MT  (+/- 180 meters Scaled)
 CR0209
 CR0209                          SUPERSEDED SURVEY CONTROL
 CR0209
 CR0209  NGVD 29 (??/??/92)   97.785  (m)          320.82   (f) ADJ UNCH    2 0
 CR0209
 CR0209.Superseded values are not recommended for survey control.
 CR0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0209.See file dsdata.txt to determine how the superseded data were derived.
 CR0209
 CR0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR412931(NAD 83)
 CR0209_MARKER: DB = BENCH MARK DISK
 CR0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0209_STAMPING: G 278 1934
 CR0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0209+STABILITY: SURFACE MOTION
 CR0209
 CR0209  HISTORY     - Date     Condition        Report By
 CR0209  HISTORY     - 1934     MONUMENTED       CGS
 CR0209  HISTORY     - 1977     GOOD             USGS
 CR0209
 CR0209                          STATION DESCRIPTION
 CR0209
 CR0209'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 CR0209'3.6 MI SE FROM LONGVIEW.
 CR0209'LONGVIEW, 3.6 MILES SOUTHEAST FROM ALONG THE SANTA FE RAILWAY, 0.1 MI
 CR0209'NW. OF A ROAD CROSSING, 45 FT. SW. OF MILEPOST 204, 39 FT. SW. OF
 CR0209'CENTER LINE TRACK, 25 FT. NW. OF A FENCE CORNER, 4 FT. NE. OF A FENCE,
 CR0209'SET IN THE TOP OF A CONCRETE POST, A STANDARD DISK STAMPED G 278 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0359 ***********************************************************************
 AB0359  DESIGNATION -  G 28
 AB0359  PID         -  AB0359
 AB0359  STATE/COUNTY-  TX/CAMERON
 AB0359  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0359
 AB0359                         *CURRENT SURVEY CONTROL
 AB0359  ___________________________________________________________________
 AB0359* NAD 83(1986)-  26 07 46.     (N)    097 26 15.     (W)     SCALED    
 AB0359* NAVD 88     -         9.141  (meters)      29.99   (feet)  ADJUSTED  
 AB0359  ___________________________________________________________________
 AB0359  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 AB0359  DYNAMIC HT  -           9.126 (meters)      29.94  (feet)  COMP
 AB0359  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 AB0359
 AB0359  VERT ORDER  -  SECOND    CLASS 0
 AB0359
 AB0359.The horizontal coordinates were scaled from a topographic map and have
 AB0359.an estimated accuracy of +/- 6 seconds.
 AB0359
 AB0359.The orthometric height was determined by differential leveling
 AB0359.and adjusted by the National Geodetic Survey in June 1991..
 AB0359
 AB0359.The geoid height was determined by GEOID03.
 AB0359
 AB0359.The dynamic height is computed by dividing the NAVD 88
 AB0359.geopotential number by the normal gravity value computed on the
 AB0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0359.degrees latitude (g = 980.6199 gals.).
 AB0359
 AB0359.The modeled gravity was interpolated from observed gravity values.
 AB0359
 AB0359;                    North         East    Units  Estimated Accuracy
 AB0359;SPC TX S     - 5,051,720.      406,260.      MT  (+/- 180 meters Scaled)
 AB0359
 AB0359                          SUPERSEDED SURVEY CONTROL
 AB0359
 AB0359  NGVD 29 (??/??/92)    9.246  (m)           30.33   (f) ADJ UNCH    2 0
 AB0359
 AB0359.Superseded values are not recommended for survey control.
 AB0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0359.See file dsdata.txt to determine how the superseded data were derived.
 AB0359
 AB0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP562909(NAD 83)
 AB0359_MARKER: DD = SURVEY DISK
 AB0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0359_SP_SET: SYPHON
 AB0359_STAMPING: G 28 30.23
 AB0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0359
 AB0359  HISTORY     - Date     Condition        Report By
 AB0359  HISTORY     - UNK      MONUMENTED
 AB0359  HISTORY     - 1942     GOOD             NGS
 AB0359  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0359  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0359  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0359  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0359
 AB0359                          STATION DESCRIPTION
 AB0359
 AB0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0359'0.2 MI N FROM BAYVIEW.
 AB0359'0.2 MILE NORTH ALONG A PAVED ROAD FROM CAMERON COUNTY WATER DISTRICT
 AB0359'OFFICE NUMBER 11 AT BAYVIEW, CAMERON COUNTY, 2.5 MILES WEST ALONG A
 AB0359'PAVED ROAD LEADING TO SAN BENITO, 20 FEET NORTH OF AND 2.5 FEET HIGHER
 AB0359'THAN THE CENTERLINE OF THE ROAD, AT A CONCRETE SYPHON, AND IN THE
 AB0359'CENTER OF THE TOP OF THE NORTH HEADWALL.  A CAMERON COUNTY STANDARD
 AB0359'DISK, STAMPED G 28 30.23.
 AB0359
 AB0359                          STATION RECOVERY (1987)
 AB0359
 AB0359'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0359'MARK NOT FOUND.
 AB0359
 AB0359                          STATION RECOVERY (1987)
 AB0359
 AB0359'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0359'MARK NOT FOUND.
 AB0359
 AB0359                          STATION RECOVERY (1988)
 AB0359
 AB0359'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCF)
 AB0359'MARK NOT FOUND.
 AB0359
 AB0359                          STATION RECOVERY (1988)
 AB0359
 AB0359'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0520 ***********************************************************************
 DO0520  DESIGNATION -  G 280
 DO0520  PID         -  DO0520
 DO0520  STATE/COUNTY-  TX/HASKELL
 DO0520  USGS QUAD   -  HASKELL (1966)
 DO0520
 DO0520                         *CURRENT SURVEY CONTROL
 DO0520  ___________________________________________________________________
 DO0520* NAD 83(1986)-  33 09 51.     (N)    099 42 49.     (W)     SCALED    
 DO0520* NAVD 88     -       488.561  (meters)    1602.89   (feet)  ADJUSTED  
 DO0520  ___________________________________________________________________
 DO0520  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DO0520  DYNAMIC HT  -         487.953 (meters)    1600.89  (feet)  COMP
 DO0520  MODELED GRAV-     979,378.6   (mgal)                       NAVD 88
 DO0520
 DO0520  VERT ORDER  -  SECOND    CLASS 0
 DO0520
 DO0520.The horizontal coordinates were scaled from a topographic map and have
 DO0520.an estimated accuracy of +/- 6 seconds.
 DO0520
 DO0520.The orthometric height was determined by differential leveling
 DO0520.and adjusted by the National Geodetic Survey in June 1991..
 DO0520
 DO0520.The geoid height was determined by GEOID03.
 DO0520
 DO0520.The dynamic height is computed by dividing the NAVD 88
 DO0520.geopotential number by the normal gravity value computed on the
 DO0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0520.degrees latitude (g = 980.6199 gals.).
 DO0520
 DO0520.The modeled gravity was interpolated from observed gravity values.
 DO0520
 DO0520;                    North         East    Units  Estimated Accuracy
 DO0520;SPC TXNC     - 2,166,710.      486,810.      MT  (+/- 180 meters Scaled)
 DO0520
 DO0520                          SUPERSEDED SURVEY CONTROL
 DO0520
 DO0520  NGVD 29 (??/??/92)  488.391  (m)         1602.33   (f) ADJ UNCH    2 0
 DO0520
 DO0520.Superseded values are not recommended for survey control.
 DO0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0520.See file dsdata.txt to determine how the superseded data were derived.
 DO0520
 DO0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB334697(NAD 83)
 DO0520_MARKER: DB = BENCH MARK DISK
 DO0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0520_STAMPING: G 280 1934
 DO0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0520+STABILITY: SURFACE MOTION
 DO0520
 DO0520  HISTORY     - Date     Condition        Report By
 DO0520  HISTORY     - 1934     MONUMENTED       CGS
 DO0520  HISTORY     - 1966     GOOD             USGS
 DO0520  HISTORY     - 1982     MARK NOT FOUND   NGS
 DO0520
 DO0520                          STATION DESCRIPTION
 DO0520
 DO0520'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DO0520'1.2 MI E FROM HASKELL.
 DO0520'COURTHOUSE AT HASKELL, TEXAS, THENCE 1.15 MILES EAST ALONG STATE
 DO0520'HIGHWAY 24 TO JUNCTION OF HIGHWAY 24 AND FARM ROAD 600.  THENCE NORTH
 DO0520'0.3 MILES TO A T ROAD SOUTH. 30 FEET WEST AND 36 FEET NORTH OF T ROAD.
 DO0520'6 FEET NORTH OF A POWER POLE.  A STANDARD DISK STAMPED G 280 1934 AND
 DO0520'SET IN A CONCRETE POST.
 DO0520
 DO0520                          STATION RECOVERY (1982)
 DO0520
 DO0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DO0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0310 ***********************************************************************
 CA0310  DESIGNATION -  G 282
 CA0310  PID         -  CA0310
 CA0310  STATE/COUNTY-  TX/COMANCHE
 CA0310  USGS QUAD   -  COMANCHE (1969)
 CA0310
 CA0310                         *CURRENT SURVEY CONTROL
 CA0310  ___________________________________________________________________
 CA0310* NAD 83(1986)-  31 54 36.     (N)    098 32 56.     (W)     SCALED    
 CA0310* NAVD 88     -       393.262  (meters)    1290.23   (feet)  ADJUSTED  
 CA0310  ___________________________________________________________________
 CA0310  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CA0310  DYNAMIC HT  -         392.759 (meters)    1288.58  (feet)  COMP
 CA0310  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 CA0310
 CA0310  VERT ORDER  -  SECOND    CLASS 0
 CA0310
 CA0310.The horizontal coordinates were scaled from a topographic map and have
 CA0310.an estimated accuracy of +/- 6 seconds.
 CA0310
 CA0310.The orthometric height was determined by differential leveling
 CA0310.and adjusted by the National Geodetic Survey in June 1991..
 CA0310
 CA0310.The geoid height was determined by GEOID03.
 CA0310
 CA0310.The dynamic height is computed by dividing the NAVD 88
 CA0310.geopotential number by the normal gravity value computed on the
 CA0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0310.degrees latitude (g = 980.6199 gals.).
 CA0310
 CA0310.The modeled gravity was interpolated from observed gravity values.
 CA0310
 CA0310;                    North         East    Units  Estimated Accuracy
 CA0310;SPC TX C     - 3,250,050.      868,780.      MT  (+/- 180 meters Scaled)
 CA0310
 CA0310                          SUPERSEDED SURVEY CONTROL
 CA0310
 CA0310  NGVD 29 (??/??/92)  393.184  (m)         1289.97   (f) ADJ UNCH    2 0
 CA0310
 CA0310.Superseded values are not recommended for survey control.
 CA0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0310.See file dsdata.txt to determine how the superseded data were derived.
 CA0310
 CA0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA426305(NAD 83)
 CA0310_MARKER: DB = BENCH MARK DISK
 CA0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0310_STAMPING: G 282 1934
 CA0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0310+STABILITY: SURFACE MOTION
 CA0310
 CA0310  HISTORY     - Date     Condition        Report By
 CA0310  HISTORY     - 1934     MONUMENTED       CGS
 CA0310  HISTORY     - 1966     GOOD             NGS
 CA0310  HISTORY     - 1969     MARK NOT FOUND   USGS
 CA0310
 CA0310                          STATION DESCRIPTION
 CA0310
 CA0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CA0310'3.3 MI NE FROM COMANCHE.
 CA0310'ABOUT 3.3 MILES NORTHEAST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY
 CA0310'FROM THE STATION AT COMANCHE, COMANCHE COUNTY, ABOUT 113 YARDS
 CA0310'SOUTHEAST OF MILEPOST 843, AT AN OLD PRIVATE ROAD CROSSING, 50 FEET
 CA0310'SOUTH OF THE CENTER LINE OF THE TRACK, AND 4 FEET NORTH OF THE
 CA0310'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 282 1934 AND SET IN
 CA0310'THE TOP OF A CONCRETE POST.
 CA0310
 CA0310                          STATION RECOVERY (1969)
 CA0310
 CA0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0157 ***********************************************************************
 CT0157  DESIGNATION -  G 284
 CT0157  PID         -  CT0157
 CT0157  STATE/COUNTY-  TX/ERATH
 CT0157  USGS QUAD   -  KNOB HILL (1979)
 CT0157
 CT0157                         *CURRENT SURVEY CONTROL
 CT0157  ___________________________________________________________________
 CT0157* NAD 83(1986)-  32 15 59.     (N)    098 14 04.     (W)     SCALED    
 CT0157* NAVD 88     -       398.190  (meters)    1306.39   (feet)  ADJUSTED  
 CT0157  ___________________________________________________________________
 CT0157  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CT0157  DYNAMIC HT  -         397.682 (meters)    1304.73  (feet)  COMP
 CT0157  MODELED GRAV-     979,351.7   (mgal)                       NAVD 88
 CT0157
 CT0157  VERT ORDER  -  SECOND    CLASS 0
 CT0157
 CT0157.The horizontal coordinates were scaled from a topographic map and have
 CT0157.an estimated accuracy of +/- 6 seconds.
 CT0157
 CT0157.The orthometric height was determined by differential leveling
 CT0157.and adjusted by the National Geodetic Survey in June 1991..
 CT0157
 CT0157.The geoid height was determined by GEOID03.
 CT0157
 CT0157.The dynamic height is computed by dividing the NAVD 88
 CT0157.geopotential number by the normal gravity value computed on the
 CT0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0157.degrees latitude (g = 980.6199 gals.).
 CT0157
 CT0157.The modeled gravity was interpolated from observed gravity values.
 CT0157
 CT0157;                    North         East    Units  Estimated Accuracy
 CT0157;SPC TXNC     - 2,066,540.      625,020.      MT  (+/- 180 meters Scaled)
 CT0157
 CT0157                          SUPERSEDED SURVEY CONTROL
 CT0157
 CT0157  NGVD 29 (??/??/92)  398.084  (m)         1306.05   (f) ADJ UNCH    2 0
 CT0157
 CT0157.Superseded values are not recommended for survey control.
 CT0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0157.See file dsdata.txt to determine how the superseded data were derived.
 CT0157
 CT0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA721702(NAD 83)
 CT0157_MARKER: DB = BENCH MARK DISK
 CT0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0157_STAMPING: G 284 1934
 CT0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0157+STABILITY: SURFACE MOTION
 CT0157
 CT0157  HISTORY     - Date     Condition        Report By
 CT0157  HISTORY     - 1934     MONUMENTED       CGS
 CT0157  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 CT0157
 CT0157                          STATION DESCRIPTION
 CT0157
 CT0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0157'3.8 MI N FROM STEPHENVILLE.
 CT0157'3.8 MI N OF AND ALONG STATE HWY 108 53 YARDS E OF A FARM HOUSE.  40
 CT0157'FEET W OF CENTER OF HIGHWAY.  10 FEET W OF R/W FENCE.
 CT0157
 CT0157                          STATION RECOVERY (1949)
 CT0157
 CT0157'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 CT0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0125 ***********************************************************************
 CA0125  DESIGNATION -  G 285
 CA0125  PID         -  CA0125
 CA0125  STATE/COUNTY-  TX/HAMILTON
 CA0125  USGS QUAD   -  EVANT (1979)
 CA0125
 CA0125                         *CURRENT SURVEY CONTROL
 CA0125  ___________________________________________________________________
 CA0125* NAD 83(1986)-  31 29 59.     (N)    098 08 50.     (W)     SCALED    
 CA0125* NAVD 88     -       377.429  (meters)    1238.28   (feet)  ADJUSTED  
 CA0125  ___________________________________________________________________
 CA0125  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CA0125  DYNAMIC HT  -         376.931 (meters)    1236.65  (feet)  COMP
 CA0125  MODELED GRAV-     979,311.1   (mgal)                       NAVD 88
 CA0125
 CA0125  VERT ORDER  -  SECOND    CLASS 0
 CA0125
 CA0125.The horizontal coordinates were scaled from a topographic map and have
 CA0125.an estimated accuracy of +/- 6 seconds.
 CA0125
 CA0125.The orthometric height was determined by differential leveling
 CA0125.and adjusted by the National Geodetic Survey in June 1991..
 CA0125
 CA0125.The geoid height was determined by GEOID03.
 CA0125
 CA0125.The dynamic height is computed by dividing the NAVD 88
 CA0125.geopotential number by the normal gravity value computed on the
 CA0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0125.degrees latitude (g = 980.6199 gals.).
 CA0125
 CA0125.The modeled gravity was interpolated from observed gravity values.
 CA0125
 CA0125;                    North         East    Units  Estimated Accuracy
 CA0125;SPC TX C     - 3,205,250.      907,660.      MT  (+/- 180 meters Scaled)
 CA0125
 CA0125                          SUPERSEDED SURVEY CONTROL
 CA0125
 CA0125  NGVD 29 (??/??/92)  377.333  (m)         1237.97   (f) ADJ UNCH    2 0
 CA0125
 CA0125.Superseded values are not recommended for survey control.
 CA0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0125.See file dsdata.txt to determine how the superseded data were derived.
 CA0125
 CA0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV809853(NAD 83)
 CA0125_MARKER: DB = BENCH MARK DISK
 CA0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0125_STAMPING: G 285 1934
 CA0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0125+STABILITY: SURFACE MOTION
 CA0125
 CA0125  HISTORY     - Date     Condition        Report By
 CA0125  HISTORY     - 1934     MONUMENTED       CGS
 CA0125
 CA0125                          STATION DESCRIPTION
 CA0125
 CA0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0125'2.0 MI N FROM EVANT.
 CA0125'2.0 MI N OF AND ALONG STATE HWY 66.  AT A COUNTRY ROAD CROSSING.  25
 CA0125'FEET N OF CENTER OF CROSS ROAD.  55 FEET W OF CENTER OF HIGHWAY.  IN
 CA0125'THE R/W FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0388 ***********************************************************************
 DM0388  DESIGNATION -  G 286
 DM0388  PID         -  DM0388
 DM0388  STATE/COUNTY-  TX/RED RIVER
 DM0388  USGS QUAD   -  BAGWELL (1964)
 DM0388
 DM0388                         *CURRENT SURVEY CONTROL
 DM0388  ___________________________________________________________________
 DM0388* NAD 83(1986)-  33 39 14.     (N)    095 07 31.     (W)     SCALED    
 DM0388* NAVD 88     -       144.283  (meters)     473.37   (feet)  ADJUSTED  
 DM0388  ___________________________________________________________________
 DM0388  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DM0388  DYNAMIC HT  -         144.133 (meters)     472.88  (feet)  COMP
 DM0388  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 DM0388
 DM0388  VERT ORDER  -  SECOND    CLASS 0
 DM0388
 DM0388.The horizontal coordinates were scaled from a topographic map and have
 DM0388.an estimated accuracy of +/- 6 seconds.
 DM0388
 DM0388.The orthometric height was determined by differential leveling
 DM0388.and adjusted by the National Geodetic Survey in June 1991..
 DM0388
 DM0388.The geoid height was determined by GEOID03.
 DM0388
 DM0388.The dynamic height is computed by dividing the NAVD 88
 DM0388.geopotential number by the normal gravity value computed on the
 DM0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0388.degrees latitude (g = 980.6199 gals.).
 DM0388
 DM0388.The modeled gravity was interpolated from observed gravity values.
 DM0388
 DM0388;                    North         East    Units  Estimated Accuracy
 DM0388;SPC TXNC     - 2,225,400.      912,960.      MT  (+/- 180 meters Scaled)
 DM0388
 DM0388                          SUPERSEDED SURVEY CONTROL
 DM0388
 DM0388  NGVD 29 (??/??/92)  144.274  (m)          473.34   (f) ADJ UNCH    2 0
 DM0388
 DM0388.Superseded values are not recommended for survey control.
 DM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0388.See file dsdata.txt to determine how the superseded data were derived.
 DM0388
 DM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT029258(NAD 83)
 DM0388_MARKER: DB = BENCH MARK DISK
 DM0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0388_STAMPING: G 286 1934
 DM0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0388+STABILITY: SURFACE MOTION
 DM0388
 DM0388  HISTORY     - Date     Condition        Report By
 DM0388  HISTORY     - 1934     MONUMENTED       CGS
 DM0388
 DM0388                          STATION DESCRIPTION
 DM0388
 DM0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0388'2.1 MI E FROM BAGWELL.
 DM0388'2.1 MI E OF AND ALONG THE T P R R 89 YARDS W OF A PRIVATE ROAD
 DM0388'CROSSING AND AT MILE POST 66.  45 FEET S OF CENTER OF TRACK.  3 FEET N
 DM0388'OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1401 ***********************************************************************
 CS1401  DESIGNATION -  G 289
 CS1401  PID         -  CS1401
 CS1401  STATE/COUNTY-  TX/DALLAS
 CS1401  USGS QUAD   -  MESQUITE (1973)
 CS1401
 CS1401                         *CURRENT SURVEY CONTROL
 CS1401  ___________________________________________________________________
 CS1401* NAD 83(1986)-  32 45 56.     (N)    096 34 45.     (W)     SCALED    
 CS1401* NAVD 88     -       145.689  (meters)     477.98   (feet)  ADJUSTED  
 CS1401  ___________________________________________________________________
 CS1401  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CS1401  DYNAMIC HT  -         145.527 (meters)     477.45  (feet)  COMP
 CS1401  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 CS1401
 CS1401  VERT ORDER  -  SECOND    CLASS 0
 CS1401
 CS1401.The horizontal coordinates were scaled from a topographic map and have
 CS1401.an estimated accuracy of +/- 6 seconds.
 CS1401
 CS1401.The orthometric height was determined by differential leveling
 CS1401.and adjusted by the National Geodetic Survey in June 1991..
 CS1401.WARNING-Repeat measurements at this control monument indicate possible
 CS1401.vertical movement.
 CS1401
 CS1401.The geoid height was determined by GEOID03.
 CS1401
 CS1401.The dynamic height is computed by dividing the NAVD 88
 CS1401.geopotential number by the normal gravity value computed on the
 CS1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1401.degrees latitude (g = 980.6199 gals.).
 CS1401
 CS1401.The modeled gravity was interpolated from observed gravity values.
 CS1401
 CS1401;                    North         East    Units  Estimated Accuracy
 CS1401;SPC TXNC     - 2,123,500.      779,950.      MT  (+/- 180 meters Scaled)
 CS1401
 CS1401                          SUPERSEDED SURVEY CONTROL
 CS1401
 CS1401  NGVD 29 (??/??/92)  145.698  (m)          478.01   (f) ADJ UNCH    2 0
 CS1401
 CS1401.Superseded values are not recommended for survey control.
 CS1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1401.See file dsdata.txt to determine how the superseded data were derived.
 CS1401
 CS1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB267278(NAD 83)
 CS1401_MARKER: DB = BENCH MARK DISK
 CS1401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1401_SP_SET: PIER
 CS1401_STAMPING: G 289 1934
 CS1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1401
 CS1401  HISTORY     - Date     Condition        Report By
 CS1401  HISTORY     - 1934     MONUMENTED       CGS
 CS1401  HISTORY     - 1952     GOOD             NGS
 CS1401  HISTORY     - 1958     GOOD             NGS
 CS1401  HISTORY     - 19910626 GOOD             USPSQD
 CS1401  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1401
 CS1401                          STATION DESCRIPTION
 CS1401
 CS1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1401'1.2 MI E FROM MESQUITE.
 CS1401'1.2 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1401'AT MESQUITE, AT A HIGHWAY OVERPASS, 25 FEET NORTH OF THE NORTH RAIL, 3
 CS1401'FEET ABOVE THE GROUND, SET VERTICALLY IN THE EAST FACE OF THE
 CS1401'SOUTHEAST CONCRETE PIER OF THE OVERPASS.
 CS1401
 CS1401                          STATION RECOVERY (1958)
 CS1401
 CS1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1401'RECOVERED IN GOOD CONDITION.
 CS1401
 CS1401                          STATION RECOVERY (1991)
 CS1401
 CS1401'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1401'RECOVERED IN GOOD CONDITION.
 CS1401
 CS1401                          STATION RECOVERY (2000)
 CS1401
 CS1401'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0360 ***********************************************************************
 AB0360  DESIGNATION -  G 29
 AB0360  PID         -  AB0360
 AB0360  STATE/COUNTY-  TX/CAMERON
 AB0360  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0360
 AB0360                         *CURRENT SURVEY CONTROL
 AB0360  ___________________________________________________________________
 AB0360* NAD 83(1986)-  26 07 46.     (N)    097 26 00.     (W)     SCALED    
 AB0360* NAVD 88     -         9.127  (meters)      29.94   (feet)  ADJUSTED  
 AB0360  ___________________________________________________________________
 AB0360  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 AB0360  DYNAMIC HT  -           9.113 (meters)      29.90  (feet)  COMP
 AB0360  MODELED GRAV-     979,051.6   (mgal)                       NAVD 88
 AB0360
 AB0360  VERT ORDER  -  SECOND    CLASS 0
 AB0360
 AB0360.The horizontal coordinates were scaled from a topographic map and have
 AB0360.an estimated accuracy of +/- 6 seconds.
 AB0360
 AB0360.The orthometric height was determined by differential leveling
 AB0360.and adjusted by the National Geodetic Survey in June 1991..
 AB0360
 AB0360.The geoid height was determined by GEOID03.
 AB0360
 AB0360.The dynamic height is computed by dividing the NAVD 88
 AB0360.geopotential number by the normal gravity value computed on the
 AB0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0360.degrees latitude (g = 980.6199 gals.).
 AB0360
 AB0360.The modeled gravity was interpolated from observed gravity values.
 AB0360
 AB0360;                    North         East    Units  Estimated Accuracy
 AB0360;SPC TX S     - 5,051,720.      406,680.      MT  (+/- 180 meters Scaled)
 AB0360
 AB0360                          SUPERSEDED SURVEY CONTROL
 AB0360
 AB0360  NGVD 29 (??/??/92)    9.232  (m)           30.29   (f) ADJ UNCH    2 0
 AB0360
 AB0360.Superseded values are not recommended for survey control.
 AB0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0360.See file dsdata.txt to determine how the superseded data were derived.
 AB0360
 AB0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP566909(NAD 83)
 AB0360_MARKER: DD = SURVEY DISK
 AB0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0360_SP_SET: CONCRETE BOX
 AB0360_STAMPING: G 29 30.15
 AB0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0360
 AB0360  HISTORY     - Date     Condition        Report By
 AB0360  HISTORY     - UNK      MONUMENTED
 AB0360  HISTORY     - 1942     GOOD             NGS
 AB0360  HISTORY     - 1987     GOOD             USPSQD
 AB0360  HISTORY     - 1987     GOOD             USPSQD
 AB0360  HISTORY     - 1987     GOOD             USPSQD
 AB0360  HISTORY     - 1988     GOOD             USPSQD
 AB0360
 AB0360                          STATION DESCRIPTION
 AB0360
 AB0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0360'0.2 MI N FROM BAYVIEW.
 AB0360'0.2 MILE NORTH ALONG A PAVED ROAD FROM CAMERON COUNTY WATER DISTRICT
 AB0360'OFFICE NUMBER 11 AT BAYVIEW, CAMERON COUNTY, 2.2 MILES WEST ALONG A
 AB0360'PAVED ROAD LEADING TO SAN BENITO.  AT A ROAD INTERSECTION, 36 FEET
 AB0360'NORTH OF AND 4 FEET HIGHER THAN THE CENTERLINE OF THE EAST-AND-WEST
 AB0360'ROAD, 36 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AT A
 AB0360'CONCRETE BOX FOR AN IRRIGATION DITCH, AND IN THE TOP OF THE SOUTHWEST
 AB0360'CORNER.  A CAMERON COUNTY STANDARD DISK, STAMPED G 29 30.15.
 AB0360
 AB0360                          STATION RECOVERY (1987)
 AB0360
 AB0360'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0360'RECOVERED IN GOOD CONDITION.
 AB0360
 AB0360                          STATION RECOVERY (1987)
 AB0360
 AB0360'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0360'RECOVERED IN GOOD CONDITION.
 AB0360
 AB0360                          STATION RECOVERY (1987)
 AB0360
 AB0360'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AB0360'RECOVERED IN GOOD CONDITION.
 AB0360
 AB0360                          STATION RECOVERY (1988)
 AB0360
 AB0360'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0337 ***********************************************************************
 AZ0337  DESIGNATION -  G 29
 AZ0337  PID         -  AZ0337
 AZ0337  STATE/COUNTY-  TX/TERRELL
 AZ0337  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0337
 AZ0337                         *CURRENT SURVEY CONTROL
 AZ0337  ___________________________________________________________________
 AZ0337* NAD 83(1986)-  29 58 10.     (N)    101 46 18.     (W)     SCALED    
 AZ0337* NAVD 88     -       513.251  (meters)    1683.89   (feet)  POSTED    
 AZ0337  ___________________________________________________________________
 AZ0337  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AZ0337  DYNAMIC HT  -         512.490 (meters)    1681.39  (feet)  COMP
 AZ0337  MODELED GRAV-     979,150.4   (mgal)                       NAVD 88
 AZ0337
 AZ0337  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0337
 AZ0337.The horizontal coordinates were scaled from a topographic map and have
 AZ0337.an estimated accuracy of +/- 6 seconds.
 AZ0337
 AZ0337.The orthometric height was determined by differential leveling
 AZ0337.and adjusted by the National Geodetic Survey in 1992..
 AZ0337.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0337.rate of 0.0 thru 1.0 mm/km.
 AZ0337
 AZ0337.The geoid height was determined by GEOID03.
 AZ0337
 AZ0337.The dynamic height is computed by dividing the NAVD 88
 AZ0337.geopotential number by the normal gravity value computed on the
 AZ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0337.degrees latitude (g = 980.6199 gals.).
 AZ0337
 AZ0337.The modeled gravity was interpolated from observed gravity values.
 AZ0337
 AZ0337;                    North         East    Units  Estimated Accuracy
 AZ0337;SPC TXSC     - 4,239,910.      332,540.      MT  (+/- 180 meters Scaled)
 AZ0337
 AZ0337                          SUPERSEDED SURVEY CONTROL
 AZ0337
 AZ0337.No superseded survey control is available for this station.
 AZ0337
 AZ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU325186(NAD 83)
 AZ0337_MARKER: DB = BENCH MARK DISK
 AZ0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0337_SP_SET: ABUTMENT
 AZ0337_STAMPING: ELEV. 1683.55 FT G 29 1917
 AZ0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0337
 AZ0337  HISTORY     - Date     Condition        Report By
 AZ0337  HISTORY     - 1917     MONUMENTED       CGS
 AZ0337  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0337
 AZ0337                          STATION DESCRIPTION
 AZ0337
 AZ0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0337'2.8 MI W FROM PUMPVILLE.
 AZ0337'ABOUT 2.8 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0337'PUMPVILLE, VAL VERDE COUNTY, EAST OF MILEPOST 466, ON THE WEST
 AZ0337'ABUTMENT OF BRIDGE 465-G, IN THE SECOND COURSE OF MASONARY, AND 10
 AZ0337'FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED ELEV. 1,683.55 FT G
 AZ0337'29 1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0193 ***********************************************************************
 DO0193  DESIGNATION -  G 291
 DO0193  PID         -  DO0193
 DO0193  STATE/COUNTY-  TX/JACK
 DO0193  USGS QUAD   -  PERRIN (1979)
 DO0193
 DO0193                         *CURRENT SURVEY CONTROL
 DO0193  ___________________________________________________________________
 DO0193* NAD 83(1986)-  33 02 01.     (N)    098 04 15.     (W)     SCALED    
 DO0193* NAVD 88     -       319.254  (meters)    1047.42   (feet)  ADJUSTED  
 DO0193  ___________________________________________________________________
 DO0193  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DO0193  DYNAMIC HT  -         318.871 (meters)    1046.16  (feet)  COMP
 DO0193  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 DO0193
 DO0193  VERT ORDER  -  SECOND    CLASS 0
 DO0193
 DO0193.The horizontal coordinates were scaled from a topographic map and have
 DO0193.an estimated accuracy of +/- 6 seconds.
 DO0193
 DO0193.The orthometric height was determined by differential leveling
 DO0193.and adjusted by the National Geodetic Survey in June 1991..
 DO0193.WARNING-Repeat measurements at this control monument indicate possible
 DO0193.vertical movement.
 DO0193
 DO0193.The geoid height was determined by GEOID03.
 DO0193
 DO0193.The dynamic height is computed by dividing the NAVD 88
 DO0193.geopotential number by the normal gravity value computed on the
 DO0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0193.degrees latitude (g = 980.6199 gals.).
 DO0193
 DO0193.The modeled gravity was interpolated from observed gravity values.
 DO0193
 DO0193;                    North         East    Units  Estimated Accuracy
 DO0193;SPC TXNC     - 2,151,660.      640,090.      MT  (+/- 180 meters Scaled)
 DO0193
 DO0193                          SUPERSEDED SURVEY CONTROL
 DO0193
 DO0193  NGVD 29 (??/??/92)  319.161  (m)         1047.11   (f) ADJ UNCH    2 0
 DO0193
 DO0193.Superseded values are not recommended for survey control.
 DO0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0193.See file dsdata.txt to determine how the superseded data were derived.
 DO0193
 DO0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB867553(NAD 83)
 DO0193_MARKER: DB = BENCH MARK DISK
 DO0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0193_SP_SET: PIER
 DO0193_STAMPING: G 291 1934 1047.705
 DO0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0193
 DO0193  HISTORY     - Date     Condition        Report By
 DO0193  HISTORY     - 1934     MONUMENTED       CGS
 DO0193  HISTORY     - 1961     GOOD             NGS
 DO0193  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0193  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 DO0193
 DO0193                          STATION DESCRIPTION
 DO0193
 DO0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0193'0.2 MI SE FROM PERRIN.
 DO0193'ABOUT 0.1 MILE SOUTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL BUILDING
 DO0193'AT PERRIN, THENCE 0.1 MILE WEST ALONG FARM ROAD 2350, 90 FEET SOUTH OF
 DO0193'THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE WEST FACE OF THE
 DO0193'MORE SOUTHERLY OF TWO WEST CONCRETE PIERS OF AN ABANDONED WATER TANK
 DO0193'FOUNDATION, 43 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH DIRT
 DO0193'STREET, 1 1/2 FEET BELOW THE TOP OF THE PIER, ABOUT LEVEL WITH THE
 DO0193'ROADS, AND PROJECTING 36 INCHES.
 DO0193
 DO0193                          STATION RECOVERY (2001)
 DO0193
 DO0193'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0193'MARK NOT FOUND.
 DO0193
 DO0193                          STATION RECOVERY (2005)
 DO0193
 DO0193'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1013 ***********************************************************************
 BZ1013  DESIGNATION -  G 292
 BZ1013  PID         -  BZ1013
 BZ1013  STATE/COUNTY-  TX/BOSQUE
 BZ1013  USGS QUAD   -  MOSHEIM (1979)
 BZ1013
 BZ1013                         *CURRENT SURVEY CONTROL
 BZ1013  ___________________________________________________________________
 BZ1013* NAD 83(1986)-  31 44 17.     (N)    097 32 56.     (W)     SCALED    
 BZ1013* NAVD 88     -       189.750  (meters)     622.54   (feet)  ADJUSTED  
 BZ1013  ___________________________________________________________________
 BZ1013  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BZ1013  DYNAMIC HT  -         189.509 (meters)     621.75  (feet)  COMP
 BZ1013  MODELED GRAV-     979,368.9   (mgal)                       NAVD 88
 BZ1013
 BZ1013  VERT ORDER  -  SECOND    CLASS 0
 BZ1013
 BZ1013.The horizontal coordinates were scaled from a topographic map and have
 BZ1013.an estimated accuracy of +/- 6 seconds.
 BZ1013
 BZ1013.The orthometric height was determined by differential leveling
 BZ1013.and adjusted by the National Geodetic Survey in June 1991..
 BZ1013
 BZ1013.The geoid height was determined by GEOID03.
 BZ1013
 BZ1013.The dynamic height is computed by dividing the NAVD 88
 BZ1013.geopotential number by the normal gravity value computed on the
 BZ1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1013.degrees latitude (g = 980.6199 gals.).
 BZ1013
 BZ1013.The modeled gravity was interpolated from observed gravity values.
 BZ1013
 BZ1013;                    North         East    Units  Estimated Accuracy
 BZ1013;SPC TX C     - 3,232,930.      963,820.      MT  (+/- 180 meters Scaled)
 BZ1013
 BZ1013                          SUPERSEDED SURVEY CONTROL
 BZ1013
 BZ1013  NGVD 29 (??/??/92)  189.714  (m)          622.42   (f) ADJ UNCH    2 0
 BZ1013
 BZ1013.Superseded values are not recommended for survey control.
 BZ1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1013.See file dsdata.txt to determine how the superseded data were derived.
 BZ1013
 BZ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA374123(NAD 83)
 BZ1013_MARKER: DB = BENCH MARK DISK
 BZ1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1013_STAMPING: G 292 1934
 BZ1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1013+STABILITY: SURFACE MOTION
 BZ1013
 BZ1013  HISTORY     - Date     Condition        Report By
 BZ1013  HISTORY     - 1934     MONUMENTED       CGS
 BZ1013  HISTORY     - 1966     GOOD             NGS
 BZ1013
 BZ1013                          STATION DESCRIPTION
 BZ1013
 BZ1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1013'3.2 MI S FROM CLIFTON.
 BZ1013'THE BENCH MARK IS 7.55 MILES NORTH ALONG STATE HIGHWAY 6 FROM THE
 BZ1013'SCHOOL HOUSE IN VALLEY MILLS, THENCE 0.2 MILE EAST ALONG A FARM ROAD
 BZ1013'TO SITE OF BENCH MARK, 100 FEET SOUTHWEST OF A RAILROAD SIGNAL, 25
 BZ1013'FEET NORTH OF THE CENTER OF TRACK, IN THE NORTHEAST CORNER OF A FENCE.
 BZ1013'THE MARK IS AN 8 X 8 IN. CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 BZ1013'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2174 ***********************************************************************
 CS2174  DESIGNATION -  G 293
 CS2174  PID         -  CS2174
 CS2174  STATE/COUNTY-  TX/JOHNSON
 CS2174  USGS QUAD   -  GODLEY (1979)
 CS2174
 CS2174                         *CURRENT SURVEY CONTROL
 CS2174  ___________________________________________________________________
 CS2174* NAD 83(1986)-  32 26 27.     (N)    097 31 14.     (W)     SCALED    
 CS2174* NAVD 88     -       272.355  (meters)     893.55   (feet)  ADJUSTED  
 CS2174  ___________________________________________________________________
 CS2174  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CS2174  DYNAMIC HT  -         272.024 (meters)     892.47  (feet)  COMP
 CS2174  MODELED GRAV-     979,416.5   (mgal)                       NAVD 88
 CS2174
 CS2174  VERT ORDER  -  SECOND    CLASS 0
 CS2174
 CS2174.The horizontal coordinates were scaled from a topographic map and have
 CS2174.an estimated accuracy of +/- 6 seconds.
 CS2174
 CS2174.The orthometric height was determined by differential leveling
 CS2174.and adjusted by the National Geodetic Survey in June 1991..
 CS2174
 CS2174.The geoid height was determined by GEOID03.
 CS2174
 CS2174.The dynamic height is computed by dividing the NAVD 88
 CS2174.geopotential number by the normal gravity value computed on the
 CS2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2174.degrees latitude (g = 980.6199 gals.).
 CS2174
 CS2174.The modeled gravity was interpolated from observed gravity values.
 CS2174
 CS2174;                    North         East    Units  Estimated Accuracy
 CS2174;SPC TXNC     - 2,086,280.      692,100.      MT  (+/- 180 meters Scaled)
 CS2174
 CS2174                          SUPERSEDED SURVEY CONTROL
 CS2174
 CS2174  NGVD 29 (??/??/92)  272.334  (m)          893.48   (f) ADJ UNCH    2 0
 CS2174
 CS2174.Superseded values are not recommended for survey control.
 CS2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2174.See file dsdata.txt to determine how the superseded data were derived.
 CS2174
 CS2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA390902(NAD 83)
 CS2174_MARKER: DB = BENCH MARK DISK
 CS2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2174_STAMPING: G 293 1934
 CS2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2174+STABILITY: SURFACE MOTION
 CS2174
 CS2174  HISTORY     - Date     Condition        Report By
 CS2174  HISTORY     - 1934     MONUMENTED       CGS
 CS2174  HISTORY     - 1965     GOOD             NGS
 CS2174  HISTORY     - 19940328 MARK NOT FOUND   USPSQD
 CS2174  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2174
 CS2174                          STATION DESCRIPTION
 CS2174
 CS2174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2174'0.7 MI E FROM GODLEY.
 CS2174'ABOUT 0.7 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CS2174'THE STATION AT GODLEY, JOHNSON COUNTY, AT THE CROSSING OF STATE
 CS2174'HIGHWAY 122, 40 FEET NORTH OF THE CENTER LINE OF THE TRACK, 35 FEET
 CS2174'WEST OF THE CENTER LINE OF THE HIGHWAY, AND AT THE JUNCTION OF FENCES.
 CS2174'A STANDARD DISK, STAMPED G 293 1934 AND SET IN THE TOP OF A CONCRETE
 CS2174'POST.  NOTE-- ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 171 FROM THE
 CS2174'JUNCTION OF FM 912 IN GODLEY TO SITE OF BENCH MARK, 144 FEET NORTH OF
 CS2174'THE CENTER LINE OF HIGHWAY, 130 FEET NORTHWEST OF THE RAIL ROAD
 CS2174'CROSSING AND A GRAVELED ROAD, 39 FEET SOUTHWEST OF THE CENTER OF
 CS2174'GRAVELED ROAD, 42 FEET NORTH OF THE NORTH RAIL OF RAIL ROAD TRACKS AND
 CS2174'16 FEET EAST OF A FENCE CORNER POST.  A STANDARD DISK SET IN A 6 X 6
 CS2174'IN. CONCRETE POST AND PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF
 CS2174'THE GROUND.
 CS2174
 CS2174                          STATION RECOVERY (1994)
 CS2174
 CS2174'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2174'MARK NOT FOUND.
 CS2174
 CS2174                          STATION RECOVERY (1999)
 CS2174
 CS2174'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0740 ***********************************************************************
 CS0740  DESIGNATION -  G 294
 CS0740  PID         -  CS0740
 CS0740  STATE/COUNTY-  TX/ELLIS
 CS0740  USGS QUAD   -  WAXAHACHIE (1978)
 CS0740
 CS0740                         *CURRENT SURVEY CONTROL
 CS0740  ___________________________________________________________________
 CS0740* NAD 83(1986)-  32 23 14.     (N)    096 50 46.     (W)     SCALED    
 CS0740* NAVD 88     -       169.293  (meters)     555.42   (feet)  ADJUSTED  
 CS0740  ___________________________________________________________________
 CS0740  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CS0740  DYNAMIC HT  -         169.094 (meters)     554.77  (feet)  COMP
 CS0740  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 CS0740
 CS0740  VERT ORDER  -  SECOND    CLASS 0
 CS0740
 CS0740.The horizontal coordinates were scaled from a topographic map and have
 CS0740.an estimated accuracy of +/- 6 seconds.
 CS0740
 CS0740.The orthometric height was determined by differential leveling
 CS0740.and adjusted by the National Geodetic Survey in June 1991..
 CS0740
 CS0740.The geoid height was determined by GEOID03.
 CS0740
 CS0740.The dynamic height is computed by dividing the NAVD 88
 CS0740.geopotential number by the normal gravity value computed on the
 CS0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0740.degrees latitude (g = 980.6199 gals.).
 CS0740
 CS0740.The modeled gravity was interpolated from observed gravity values.
 CS0740
 CS0740;                    North         East    Units  Estimated Accuracy
 CS0740;SPC TXNC     - 2,081,130.      755,610.      MT  (+/- 180 meters Scaled)
 CS0740
 CS0740                          SUPERSEDED SURVEY CONTROL
 CS0740
 CS0740  NGVD 29 (??/??/92)  169.284  (m)          555.39   (f) ADJ UNCH    2 0
 CS0740
 CS0740.Superseded values are not recommended for survey control.
 CS0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0740.See file dsdata.txt to determine how the superseded data were derived.
 CS0740
 CS0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA026853(NAD 83)
 CS0740_MARKER: DB = BENCH MARK DISK
 CS0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0740_SP_SET: CONCRETE BLOCK
 CS0740_STAMPING: G 294 1934
 CS0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0740
 CS0740  HISTORY     - Date     Condition        Report By
 CS0740  HISTORY     - 1934     MONUMENTED       CGS
 CS0740  HISTORY     - 1965     GOOD             NGS
 CS0740  HISTORY     - 20020803 MARK NOT FOUND   GEOCAC
 CS0740
 CS0740                          STATION DESCRIPTION
 CS0740
 CS0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS0740'IN WAXAHACHIE.
 CS0740'AT WAXAHACHIE, ELLIS COUNTY, ON THE TEXAS AND NEW ORLEANS RAIL ROAD,
 CS0740'50 FEET SOUTH OF THE CENTER LINE OF TRACK, 50 FEET WEST OF THE
 CS0740'SOUTHWEST CORNER OF THE STATION, NEAR A SIDE WALK LEADING TO THE
 CS0740'STATION, AND IN THE TOP OF AN ORNAMENTAL CONCRETE BLOCK.  A STANDARD
 CS0740'DISK, STAMPED G 294 1934.
 CS0740
 CS0740                          STATION RECOVERY (2002)
 CS0740
 CS0740'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0542 ***********************************************************************
 DM0542  DESIGNATION -  G 295
 DM0542  PID         -  DM0542
 DM0542  STATE/COUNTY-  TX/FANNIN
 DM0542  USGS QUAD   -  HONEY GROVE (1984)
 DM0542
 DM0542                         *CURRENT SURVEY CONTROL
 DM0542  ___________________________________________________________________
 DM0542* NAD 83(1986)-  33 34 01.     (N)    095 54 21.     (W)     SCALED    
 DM0542* NAVD 88     -       193.627  (meters)     635.26   (feet)  ADJUSTED  
 DM0542  ___________________________________________________________________
 DM0542  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DM0542  DYNAMIC HT  -         193.421 (meters)     634.58  (feet)  COMP
 DM0542  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 DM0542
 DM0542  VERT ORDER  -  SECOND    CLASS 0
 DM0542
 DM0542.The horizontal coordinates were scaled from a topographic map and have
 DM0542.an estimated accuracy of +/- 6 seconds.
 DM0542
 DM0542.The orthometric height was determined by differential leveling
 DM0542.and adjusted by the National Geodetic Survey in June 1991..
 DM0542
 DM0542.The geoid height was determined by GEOID03.
 DM0542
 DM0542.The dynamic height is computed by dividing the NAVD 88
 DM0542.geopotential number by the normal gravity value computed on the
 DM0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0542.degrees latitude (g = 980.6199 gals.).
 DM0542
 DM0542.The modeled gravity was interpolated from observed gravity values.
 DM0542
 DM0542;                    North         East    Units  Estimated Accuracy
 DM0542;SPC TXNC     - 2,213,700.      840,830.      MT  (+/- 180 meters Scaled)
 DM0542
 DM0542                          SUPERSEDED SURVEY CONTROL
 DM0542
 DM0542  NGVD 29 (??/??/92)  193.61   (m)          635.2    (f) COMPUTED    2 0
 DM0542
 DM0542.Superseded values are not recommended for survey control.
 DM0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0542.See file dsdata.txt to determine how the superseded data were derived.
 DM0542
 DM0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT302179(NAD 83)
 DM0542_MARKER: DB = BENCH MARK DISK
 DM0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0542_STAMPING: G 295 1934
 DM0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0542+STABILITY: SURFACE MOTION
 DM0542
 DM0542  HISTORY     - Date     Condition        Report By
 DM0542  HISTORY     - 1934     MONUMENTED       CGS
 DM0542  HISTORY     - 19940402 MARK NOT FOUND   USPSQD
 DM0542
 DM0542                          STATION DESCRIPTION
 DM0542
 DM0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0542'1.0 MI S FROM HONEY GROVE.
 DM0542'1.0 MILES S OF AND ALONG THE S F R R 0.2 MILES N OF MILE POST 10.  12
 DM0542'FEET E OF THE CENTER OF THE TRACK.  15 FEET N OF SIDE ROAD LEADING TO
 DM0542'HOUSE, AND CROSSING RAILROAD AT THIS POINT.
 DM0542
 DM0542                          STATION RECOVERY (1994)
 DM0542
 DM0542'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0558 ***********************************************************************
 DM0558  DESIGNATION -  G 296
 DM0558  PID         -  DM0558
 DM0558  STATE/COUNTY-  TX/LAMAR
 DM0558  USGS QUAD   -  PARIS (1984)
 DM0558
 DM0558                         *CURRENT SURVEY CONTROL
 DM0558  ___________________________________________________________________
 DM0558* NAD 83(1986)-  33 38 28.     (N)    095 36 16.     (W)     SCALED    
 DM0558* NAVD 88     -       163.520  (meters)     536.48   (feet)  ADJUSTED  
 DM0558  ___________________________________________________________________
 DM0558  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DM0558  DYNAMIC HT  -         163.348 (meters)     535.92  (feet)  COMP
 DM0558  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 DM0558
 DM0558  VERT ORDER  -  SECOND    CLASS 0
 DM0558
 DM0558.The horizontal coordinates were scaled from a topographic map and have
 DM0558.an estimated accuracy of +/- 6 seconds.
 DM0558
 DM0558.The orthometric height was determined by differential leveling
 DM0558.and adjusted by the National Geodetic Survey in June 1991..
 DM0558
 DM0558.The geoid height was determined by GEOID03.
 DM0558
 DM0558.The dynamic height is computed by dividing the NAVD 88
 DM0558.geopotential number by the normal gravity value computed on the
 DM0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0558.degrees latitude (g = 980.6199 gals.).
 DM0558
 DM0558.The modeled gravity was interpolated from observed gravity values.
 DM0558
 DM0558;                    North         East    Units  Estimated Accuracy
 DM0558;SPC TXNC     - 2,222,650.      868,570.      MT  (+/- 180 meters Scaled)
 DM0558
 DM0558                          SUPERSEDED SURVEY CONTROL
 DM0558
 DM0558  NGVD 29 (??/??/92)  163.502  (m)          536.42   (f) ADJ UNCH    2 0
 DM0558
 DM0558.Superseded values are not recommended for survey control.
 DM0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0558.See file dsdata.txt to determine how the superseded data were derived.
 DM0558
 DM0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT584254(NAD 83)
 DM0558_MARKER: DB = BENCH MARK DISK
 DM0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0558_SP_SET: FOUNDATION
 DM0558_STAMPING: G 296 1934
 DM0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0558
 DM0558  HISTORY     - Date     Condition        Report By
 DM0558  HISTORY     - 1934     MONUMENTED       CGS
 DM0558  HISTORY     - 1977     GOOD             USGS
 DM0558  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0558
 DM0558                          STATION DESCRIPTION
 DM0558
 DM0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0558'3.0 MI W FROM PARIS.
 DM0558'3.0 MI W OF AND ALONG THE T P R R.  12 FEET S OF THE CENTER OF THE
 DM0558'TRACK.  IN THE NE CONCRETE PIER OF THE T. AND P. R. R. WATER TOWER.
 DM0558'ABOUT 100 YARDS E OF MILE POST 94.  DISK SET VERTICALLY.
 DM0558
 DM0558                          STATION RECOVERY (1977)
 DM0558
 DM0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DM0558'PARIS PLAZA, 2.6 MI. WEST ALONG U.S. HWY. 82 (BONHAM S.) TO
 DM0558'INTERSECTION OF GORDEN COUNTRY CLUB RD., 1.3 MI. S. ALONG ROAD TO THE
 DM0558'CLUBHOUSE, THENCE 1000 FT. SW. TO SPILLWAY OF GORDEN LAKE, 65 FT. S.
 DM0558'OF SPILLWAY, 12 FT. S. OF CENTERLINE OF TRACKS, SET VERTICALY IN A
 DM0558'CONCRETE FOUNDATION, A STANDARD DISK STAMPED G 296 1934.
 DM0558
 DM0558                          STATION RECOVERY (1995)
 DM0558
 DM0558'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1136 ***********************************************************************
 BY1136  DESIGNATION -  G 297
 BY1136  PID         -  BY1136
 BY1136  STATE/COUNTY-  TX/RUSK
 BY1136  USGS QUAD   -  CALEDONIA (1984)
 BY1136
 BY1136                         *CURRENT SURVEY CONTROL
 BY1136  ___________________________________________________________________
 BY1136* NAD 83(1986)-  31 54 59.     (N)    094 34 58.     (W)     SCALED    
 BY1136* NAVD 88     -       172.037  (meters)     564.42   (feet)  ADJUSTED  
 BY1136  ___________________________________________________________________
 BY1136  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY1136  DYNAMIC HT  -         171.830 (meters)     563.75  (feet)  COMP
 BY1136  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 BY1136
 BY1136  VERT ORDER  -  SECOND    CLASS 0
 BY1136
 BY1136.The horizontal coordinates were scaled from a topographic map and have
 BY1136.an estimated accuracy of +/- 6 seconds.
 BY1136
 BY1136.The orthometric height was determined by differential leveling
 BY1136.and adjusted by the National Geodetic Survey in June 1991..
 BY1136
 BY1136.The geoid height was determined by GEOID03.
 BY1136
 BY1136.The dynamic height is computed by dividing the NAVD 88
 BY1136.geopotential number by the normal gravity value computed on the
 BY1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1136.degrees latitude (g = 980.6199 gals.).
 BY1136
 BY1136.The modeled gravity was interpolated from observed gravity values.
 BY1136
 BY1136;                    North         East    Units  Estimated Accuracy
 BY1136;SPC TXNC     - 2,034,600.      970,430.      MT  (+/- 180 meters Scaled)
 BY1136
 BY1136                          SUPERSEDED SURVEY CONTROL
 BY1136
 BY1136  NGVD 29 (??/??/92)  172.044  (m)          564.45   (f) ADJ UNCH    2 0
 BY1136
 BY1136.Superseded values are not recommended for survey control.
 BY1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1136.See file dsdata.txt to determine how the superseded data were derived.
 BY1136
 BY1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR503322(NAD 83)
 BY1136_MARKER: DB = BENCH MARK DISK
 BY1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1136_STAMPING: G 297 1934
 BY1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1136+STABILITY: SURFACE MOTION
 BY1136
 BY1136  HISTORY     - Date     Condition        Report By
 BY1136  HISTORY     - 1934     MONUMENTED       CGS
 BY1136  HISTORY     - 1938     GOOD             NGS
 BY1136  HISTORY     - 1943     GOOD             NGS
 BY1136
 BY1136                          STATION DESCRIPTION
 BY1136
 BY1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY1136'6.5 MI SE FROM MOUNT ENTERPRISE.
 BY1136'6.5 MILES SOUTHEAST ALONG U. S. HIGHWAY 84 FROM THE JUNCTION OF STATE
 BY1136'HIGHWAY 26 AT MOUNT ENTERPRISE, RUSK COUNTY, 100 YARDS SOUTHEAST OF
 BY1136'THE SOUTHEAST CORNER OF THE LARGE CONCORD DISTRICT SCHOOLHOUSE, 38
 BY1136'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT THE INTERSECTION OF A
 BY1136'NORTH-AND-SOUTH FENCE AND THE RIGHT-OF-WAY FENCE, AND ABOUT 1-1/2 FEET
 BY1136'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 297 1934 AND SET
 BY1136'IN THE TOP OF A CONCRETE POST.
 BY1136
 BY1136                          STATION RECOVERY (1943)
 BY1136
 BY1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 BY1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0659 ***********************************************************************
 BY0659  DESIGNATION -  G 298
 BY0659  PID         -  BY0659
 BY0659  STATE/COUNTY-  TX/CHEROKEE
 BY0659  USGS QUAD   -  WELLS (1980)
 BY0659
 BY0659                         *CURRENT SURVEY CONTROL
 BY0659  ___________________________________________________________________
 BY0659* NAD 83(1986)-  31 29 21.     (N)    094 56 17.     (W)     SCALED    
 BY0659* NAVD 88     -       101.17   (+/-2cm)     331.9    (feet)  VERTCON   
 BY0659  ___________________________________________________________________
 BY0659  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY0659
 BY0659  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0659
 BY0659.The horizontal coordinates were scaled from a topographic map and have
 BY0659.an estimated accuracy of +/- 6 seconds.
 BY0659
 BY0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0659.The vertical order pertains to the NGVD 29 superseded value.
 BY0659
 BY0659.The geoid height was determined by GEOID03.
 BY0659
 BY0659;                    North         East    Units  Estimated Accuracy
 BY0659;SPC TX C     - 3,214,460.    1,212,380.      MT  (+/- 180 meters Scaled)
 BY0659
 BY0659                          SUPERSEDED SURVEY CONTROL
 BY0659
 BY0659  NGVD 29 (??/??/92)  101.226  (m)          332.11   (f) ADJ UNCH    2 0
 BY0659
 BY0659.Superseded values are not recommended for survey control.
 BY0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0659.See file dsdata.txt to determine how the superseded data were derived.
 BY0659
 BY0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ159854(NAD 83)
 BY0659_MARKER: DB = BENCH MARK DISK
 BY0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0659_SP_SET: FOUNDATION
 BY0659_STAMPING: G 298 1934
 BY0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY0659+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY0659
 BY0659  HISTORY     - Date     Condition        Report By
 BY0659  HISTORY     - 1934     MONUMENTED       CGS
 BY0659  HISTORY     - 1938     GOOD             NGS
 BY0659  HISTORY     - 20050710 GOOD             USPSQD
 BY0659
 BY0659                          STATION DESCRIPTION
 BY0659
 BY0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0659'IN WELLS.
 BY0659'2 BLOCKS N OF THE ST. L. AND SW. R. R. TRACK.  AT THE WELLS
 BY0659'CONSOLIDATED GRAMMAR SCHOOL BUILDING.  SET VERTICALLY IN THE S FACE
 BY0659'AND IN THE TOP CONCRETE ENTRANCE STEP DIRECTLY BELOW THE W PORCH
 BY0659'PILLAR.  NOTE-- 9 FT. W. OF THE CENTER OF THE S. ENTRANCE.
 BY0659
 BY0659                          STATION RECOVERY (1938)
 BY0659
 BY0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 BY0659'RECOVERED IN GOOD CONDITION.
 BY0659
 BY0659                          STATION RECOVERY (2005)
 BY0659
 BY0659'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0309 ***********************************************************************
 BY0309  DESIGNATION -  G 299
 BY0309  PID         -  BY0309
 BY0309  STATE/COUNTY-  TX/NACOGDOCHES
 BY0309  USGS QUAD   -  ETOILE NORTH (1984)
 BY0309
 BY0309                         *CURRENT SURVEY CONTROL
 BY0309  ___________________________________________________________________
 BY0309* NAD 83(1986)-  31 29 18.     (N)    094 22 55.     (W)     SCALED    
 BY0309* NAVD 88     -        71.57   (+/-2cm)     234.8    (feet)  VERTCON   
 BY0309  ___________________________________________________________________
 BY0309  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY0309
 BY0309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0309
 BY0309.The horizontal coordinates were scaled from a topographic map and have
 BY0309.an estimated accuracy of +/- 6 seconds.
 BY0309
 BY0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0309.The vertical order pertains to the NGVD 29 superseded value.
 BY0309
 BY0309.The geoid height was determined by GEOID03.
 BY0309
 BY0309;                    North         East    Units  Estimated Accuracy
 BY0309;SPC TX C     - 3,217,070.    1,265,150.      MT  (+/- 180 meters Scaled)
 BY0309
 BY0309                          SUPERSEDED SURVEY CONTROL
 BY0309
 BY0309  NGVD 29 (??/??/92)   71.61   (m)          234.9    (f) COMPUTED    2 0
 BY0309
 BY0309.Superseded values are not recommended for survey control.
 BY0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0309.See file dsdata.txt to determine how the superseded data were derived.
 BY0309
 BY0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ687845(NAD 83)
 BY0309_MARKER: DB = BENCH MARK DISK
 BY0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0309_STAMPING: G 299 1934
 BY0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0309+STABILITY: SURFACE MOTION
 BY0309
 BY0309  HISTORY     - Date     Condition        Report By
 BY0309  HISTORY     - 1934     MONUMENTED       CGS
 BY0309  HISTORY     - 1949     GOOD             NGS
 BY0309  HISTORY     - 1956     MARK NOT FOUND   USGS
 BY0309  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0309
 BY0309                          STATION DESCRIPTION
 BY0309
 BY0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0309'2.0 MI SW FROM CHIRENO.
 BY0309'2.0 MILES SOUTHWEST ALONG THE ANGELINA AND NECHES RIVER RAILROAD FROM
 BY0309'THE STATION AT CHIRENO, NACOGDOCHES COUNTY, AT THE CROSSING OF A ROAD
 BY0309'LEADING TO A LARGE SAWMILL, 33 FEET EAST OF THE CENTERLINE OF THE
 BY0309'TRACK, 9 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND IN LINE WITH
 BY0309'THE NORTH FACE OF THE SAWMILL STORE.  A STANDARD DISK, STAMPED G 299
 BY0309'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A LUMBER CAMP IS
 BY0309'AT THE LOCATION OF THE MARK AT PRESENT TIME, IT IS POSSIBLE THAT THE
 BY0309'MARK COULD HAVE BEEN DESTROYED BY LOGGING TRUCKS OR GRADING, THE ROAD
 BY0309'REFERRED TO IN OLD DESCRIPTION HAS BEEN MOVED, AND THE MEASUREMENT WAS
 BY0309'OF NO VALUE.
 BY0309
 BY0309                          STATION RECOVERY (1956)
 BY0309
 BY0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BY0309'MARK NOT FOUND.
 BY0309
 BY0309                          STATION RECOVERY (1998)
 BY0309
 BY0309'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0682 ***********************************************************************
 CA0682  DESIGNATION -  G 3
 CA0682  PID         -  CA0682
 CA0682  STATE/COUNTY-  TX/RUNNELS
 CA0682  USGS QUAD   -  BENOIT (1967)
 CA0682
 CA0682                         *CURRENT SURVEY CONTROL
 CA0682  ___________________________________________________________________
 CA0682* NAD 83(1986)-  31 47 08.     (N)    099 49 27.     (W)     SCALED    
 CA0682* NAVD 88     -       526.111  (meters)    1726.08   (feet)  ADJUSTED  
 CA0682  ___________________________________________________________________
 CA0682  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CA0682  DYNAMIC HT  -         525.416 (meters)    1723.80  (feet)  COMP
 CA0682  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 CA0682
 CA0682  VERT ORDER  -  SECOND    CLASS 0
 CA0682
 CA0682.The horizontal coordinates were scaled from a topographic map and have
 CA0682.an estimated accuracy of +/- 6 seconds.
 CA0682
 CA0682.The orthometric height was determined by differential leveling
 CA0682.and adjusted by the National Geodetic Survey in June 1991..
 CA0682
 CA0682.The geoid height was determined by GEOID03.
 CA0682
 CA0682.The dynamic height is computed by dividing the NAVD 88
 CA0682.geopotential number by the normal gravity value computed on the
 CA0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0682.degrees latitude (g = 980.6199 gals.).
 CA0682
 CA0682.The modeled gravity was interpolated from observed gravity values.
 CA0682
 CA0682;                    North         East    Units  Estimated Accuracy
 CA0682;SPC TX C     - 3,235,010.      748,220.      MT  (+/- 180 meters Scaled)
 CA0682
 CA0682                          SUPERSEDED SURVEY CONTROL
 CA0682
 CA0682  NGVD 29 (??/??/92)  525.994  (m)         1725.70   (f) ADJ UNCH    2 0
 CA0682
 CA0682.Superseded values are not recommended for survey control.
 CA0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0682.See file dsdata.txt to determine how the superseded data were derived.
 CA0682
 CA0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA219169(NAD 83)
 CA0682_MARKER: DD = SURVEY DISK
 CA0682_SETTING: 80 = SET IN A BOULDER
 CA0682_SP_SET: SANDSTONE BOULDER
 CA0682_STAMPING: 1725.571 G 3 1923
 CA0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0682+STABILITY: SURFACE MOTION
 CA0682
 CA0682  HISTORY     - Date     Condition        Report By
 CA0682  HISTORY     - 1923     MONUMENTED       USGS
 CA0682  HISTORY     - 1940     GOOD             NGS
 CA0682
 CA0682                          STATION DESCRIPTION
 CA0682
 CA0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0682'7.2 MI W FROM TALPA.
 CA0682'IN RUNNELS COUNTY, 7.2 MILES WEST ALONG THE GULF, COLORADO AND SANTA
 CA0682'FE RAILWAY FROM THE STATION AT TALPA, COLEMEN COUNTY, ABOUT 300 YARDS
 CA0682'WEST OF A ROAD CROSSING, 35 FEET SOUTH OF THE CENTERLINE OF U. S.
 CA0682'HIGHWAY 67, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK, 40 YARDS
 CA0682'EAST OF THE EAST SWITCH, AT THE EAST END OF A CUT, 3 FEET SOUTH OF THE
 CA0682'FENCE, AND IN THE TOP OF A SANDSTONE BOULDER.  A UNITED STATES
 CA0682'GEOLOGICAL SURVEY STANDARD DISK, STAMPED G 3 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0633 ***********************************************************************
 AB0633  DESIGNATION -  G 3
 AB0633  PID         -  AB0633
 AB0633  STATE/COUNTY-  TX/CAMERON
 AB0633  USGS QUAD   -  RIO HONDO (1980)
 AB0633
 AB0633                         *CURRENT SURVEY CONTROL
 AB0633  ___________________________________________________________________
 AB0633* NAD 83(1986)-  26 08 46.     (N)    097 35 55.     (W)     SCALED    
 AB0633* NAVD 88     -         8.868  (meters)      29.09   (feet)  ADJUSTED  
 AB0633  ___________________________________________________________________
 AB0633  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AB0633  DYNAMIC HT  -           8.854 (meters)      29.05  (feet)  COMP
 AB0633  MODELED GRAV-     979,037.5   (mgal)                       NAVD 88
 AB0633
 AB0633  VERT ORDER  -  SECOND    CLASS 0
 AB0633
 AB0633.The horizontal coordinates were scaled from a topographic map and have
 AB0633.an estimated accuracy of +/- 6 seconds.
 AB0633
 AB0633.The orthometric height was determined by differential leveling
 AB0633.and adjusted by the National Geodetic Survey in June 1991..
 AB0633
 AB0633.The geoid height was determined by GEOID03.
 AB0633
 AB0633.The dynamic height is computed by dividing the NAVD 88
 AB0633.geopotential number by the normal gravity value computed on the
 AB0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0633.degrees latitude (g = 980.6199 gals.).
 AB0633
 AB0633.The modeled gravity was interpolated from observed gravity values.
 AB0633
 AB0633;                    North         East    Units  Estimated Accuracy
 AB0633;SPC TX S     - 5,053,440.      390,130.      MT  (+/- 180 meters Scaled)
 AB0633
 AB0633                          SUPERSEDED SURVEY CONTROL
 AB0633
 AB0633  NGVD 29 (??/??/92)    8.974  (m)           29.44   (f) ADJ UNCH    2 0
 AB0633
 AB0633.Superseded values are not recommended for survey control.
 AB0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0633.See file dsdata.txt to determine how the superseded data were derived.
 AB0633
 AB0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP400926(NAD 83)
 AB0633_MARKER: DD = SURVEY DISK
 AB0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0633_SP_SET: CULVERT
 AB0633_STAMPING: G 3 29.32
 AB0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0633
 AB0633  HISTORY     - Date     Condition        Report By
 AB0633  HISTORY     - UNK      MONUMENTED
 AB0633  HISTORY     - 1942     GOOD             NGS
 AB0633  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0633  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0633
 AB0633                          STATION DESCRIPTION
 AB0633
 AB0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0633'2.8 MI NE FROM SAN BENITO.
 AB0633'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0633'SAN BENITO, CAMERON COUNTY, 1.0 MILE SOUTHEAST ALONG A PAVED ROAD
 AB0633'LEADING TO BAYVIEW.  15 FEET NORTH OF AND 1 FOOT HIGHER THAN THE
 AB0633'CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 AB0633'THE TOP OF THE NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK,
 AB0633'STAMPED G 3 29.32.
 AB0633
 AB0633                          STATION RECOVERY (1987)
 AB0633
 AB0633'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0633'MARK NOT FOUND.
 AB0633
 AB0633                          STATION RECOVERY (1988)
 AB0633
 AB0633'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0706 ***********************************************************************
 BM0706  DESIGNATION -  G 3 USGS
 BM0706  PID         -  BM0706
 BM0706  STATE/COUNTY-  TX/WILLIAMSON
 BM0706  USGS QUAD   -  ROUND ROCK (1987)
 BM0706
 BM0706                         *CURRENT SURVEY CONTROL
 BM0706  ___________________________________________________________________
 BM0706* NAD 83(1986)-  30 30 04.     (N)    097 41 01.     (W)     SCALED    
 BM0706* NAVD 88     -       224.074  (meters)     735.15   (feet)  ADJUSTED  
 BM0706  ___________________________________________________________________
 BM0706  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BM0706  DYNAMIC HT  -         223.770 (meters)     734.15  (feet)  COMP
 BM0706  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 BM0706
 BM0706  VERT ORDER  -  SECOND    CLASS 0
 BM0706
 BM0706.The horizontal coordinates were scaled from a topographic map and have
 BM0706.an estimated accuracy of +/- 6 seconds.
 BM0706
 BM0706.The orthometric height was determined by differential leveling
 BM0706.and adjusted by the National Geodetic Survey in June 1991..
 BM0706
 BM0706.The geoid height was determined by GEOID03.
 BM0706
 BM0706.The dynamic height is computed by dividing the NAVD 88
 BM0706.geopotential number by the normal gravity value computed on the
 BM0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0706.degrees latitude (g = 980.6199 gals.).
 BM0706
 BM0706.The modeled gravity was interpolated from observed gravity values.
 BM0706
 BM0706;                    North         East    Units  Estimated Accuracy
 BM0706;SPC TX C     - 3,095,530.      954,320.      MT  (+/- 180 meters Scaled)
 BM0706
 BM0706                          SUPERSEDED SURVEY CONTROL
 BM0706
 BM0706  NGVD 29 (??/??/92)  224.00   (m)          734.9    (f) COMPUTED    2 0
 BM0706
 BM0706.Superseded values are not recommended for survey control.
 BM0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0706.See file dsdata.txt to determine how the superseded data were derived.
 BM0706
 BM0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU263750(NAD 83)
 BM0706_MARKER: DD = SURVEY DISK
 BM0706_SETTING: 80 = SET IN A BOULDER
 BM0706_SP_SET: BOULDER
 BM0706_STAMPING: G 3 1924
 BM0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0706+STABILITY: SURFACE MOTION
 BM0706
 BM0706  HISTORY     - Date     Condition        Report By
 BM0706  HISTORY     - 1924     MONUMENTED       USGS
 BM0706  HISTORY     - 1954     GOOD             NGS
 BM0706  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0706  HISTORY     - 19990323 MARK NOT FOUND   USPSQD
 BM0706
 BM0706                          STATION DESCRIPTION
 BM0706
 BM0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0706'0.45 MI SW FROM ROUND ROCK.
 BM0706'0.45 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BM0706'RAILROAD FROM THE STATION AT ROUND ROCK, 192 FEET SOUTH OF THE CENTER
 BM0706'OF A DIRT ROAD CROSSING, 115 FEET NORTH OF THE NORTHWEST CORNER OF THE
 BM0706'SWEET HOME BAPTIST CHURCH, 14 FEET SOUTHWEST OF A POWER POLE, 111 FEET
 BM0706'SOUTHEAST OF THE SOUTHEAST RAIL, 0.4 FOOT ABOVE THE GROUND, SET IN THE
 BM0706'TOP OF A LIMESTONE BOULDER.
 BM0706
 BM0706                          STATION RECOVERY (1980)
 BM0706
 BM0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0706'SEARCHED FOR, NOT RECOVERED.
 BM0706
 BM0706                          STATION RECOVERY (1999)
 BM0706
 BM0706'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0361 ***********************************************************************
 AB0361  DESIGNATION -  G 30
 AB0361  PID         -  AB0361
 AB0361  STATE/COUNTY-  TX/CAMERON
 AB0361  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0361
 AB0361                         *CURRENT SURVEY CONTROL
 AB0361  ___________________________________________________________________
 AB0361* NAD 83(1986)-  26 07 46.     (N)    097 25 39.     (W)     SCALED    
 AB0361* NAVD 88     -         7.628  (meters)      25.03   (feet)  ADJUSTED  
 AB0361  ___________________________________________________________________
 AB0361  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 AB0361  DYNAMIC HT  -           7.616 (meters)      24.99  (feet)  COMP
 AB0361  MODELED GRAV-     979,052.1   (mgal)                       NAVD 88
 AB0361
 AB0361  VERT ORDER  -  SECOND    CLASS 0
 AB0361
 AB0361.The horizontal coordinates were scaled from a topographic map and have
 AB0361.an estimated accuracy of +/- 6 seconds.
 AB0361
 AB0361.The orthometric height was determined by differential leveling
 AB0361.and adjusted by the National Geodetic Survey in June 1991..
 AB0361
 AB0361.The geoid height was determined by GEOID03.
 AB0361
 AB0361.The dynamic height is computed by dividing the NAVD 88
 AB0361.geopotential number by the normal gravity value computed on the
 AB0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0361.degrees latitude (g = 980.6199 gals.).
 AB0361
 AB0361.The modeled gravity was interpolated from observed gravity values.
 AB0361
 AB0361;                    North         East    Units  Estimated Accuracy
 AB0361;SPC TX S     - 5,051,730.      407,260.      MT  (+/- 180 meters Scaled)
 AB0361
 AB0361                          SUPERSEDED SURVEY CONTROL
 AB0361
 AB0361  NGVD 29 (??/??/92)    7.733  (m)           25.37   (f) ADJ UNCH    2 0
 AB0361
 AB0361.Superseded values are not recommended for survey control.
 AB0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0361.See file dsdata.txt to determine how the superseded data were derived.
 AB0361
 AB0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP572909(NAD 83)
 AB0361_MARKER: DD = SURVEY DISK
 AB0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0361_SP_SET: CONCRETE BOX
 AB0361_STAMPING: G 30 25.28
 AB0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0361
 AB0361  HISTORY     - Date     Condition        Report By
 AB0361  HISTORY     - UNK      MONUMENTED
 AB0361  HISTORY     - 1942     GOOD             NGS
 AB0361  HISTORY     - 1987     GOOD             USPSQD
 AB0361  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0361  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0361
 AB0361                          STATION DESCRIPTION
 AB0361
 AB0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0361'0.2 MI N FROM BAYVIEW.
 AB0361'0.2 MILE NORTH ALONG A PAVED ROAD FROM CAMERON COUNTY WATER DISTRICT
 AB0361'OFFICE NUMBER 11 AT BAYVIEW, CAMERON COUNTY, 1.9 MILES WEST ALONG A
 AB0361'PAVED ROAD LEADING TO SAN BENITO.  33 FEET NORTH OF AND 2.5 FEET
 AB0361'HIGHER THAN THE CENTERLINE OF THE ROAD, AT A CONCRETE GATE BOX FOR AN
 AB0361'IRRIGATION DITCH, AND IN THE CENTER OF THE SOUTH SIDE.  A CAMERON
 AB0361'COUNTY STANDARD DISK, STAMPED G 30 25.28.
 AB0361
 AB0361                          STATION RECOVERY (1987)
 AB0361
 AB0361'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0361'RECOVERED IN GOOD CONDITION.
 AB0361
 AB0361                          STATION RECOVERY (1987)
 AB0361
 AB0361'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0361'MARK NOT FOUND.
 AB0361
 AB0361                          STATION RECOVERY (1988)
 AB0361
 AB0361'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0253 ***********************************************************************
 AZ0253  DESIGNATION -  G 30
 AZ0253  PID         -  AZ0253
 AZ0253  STATE/COUNTY-  TX/VAL VERDE
 AZ0253  USGS QUAD   -  COMSTOCK (1972)
 AZ0253
 AZ0253                         *CURRENT SURVEY CONTROL
 AZ0253  ___________________________________________________________________
 AZ0253* NAD 83(1986)-  29 42 36.     (N)    101 13 43.     (W)     SCALED    
 AZ0253* NAVD 88     -       494.029  (meters)    1620.83   (feet)  ADJUSTED  
 AZ0253  ___________________________________________________________________
 AZ0253  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AZ0253  DYNAMIC HT  -         493.306 (meters)    1618.45  (feet)  COMP
 AZ0253  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 AZ0253
 AZ0253  VERT ORDER  -  FIRST     CLASS II
 AZ0253
 AZ0253.The horizontal coordinates were scaled from a topographic map and have
 AZ0253.an estimated accuracy of +/- 6 seconds.
 AZ0253
 AZ0253.The orthometric height was determined by differential leveling
 AZ0253.and adjusted by the National Geodetic Survey in June 1991..
 AZ0253.WARNING-Repeat measurements at this control monument indicate possible
 AZ0253.vertical movement.
 AZ0253
 AZ0253.The geoid height was determined by GEOID03.
 AZ0253
 AZ0253.The dynamic height is computed by dividing the NAVD 88
 AZ0253.geopotential number by the normal gravity value computed on the
 AZ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0253.degrees latitude (g = 980.6199 gals.).
 AZ0253
 AZ0253.The modeled gravity was interpolated from observed gravity values.
 AZ0253
 AZ0253;                    North         East    Units  Estimated Accuracy
 AZ0253;SPC TXSC     - 4,210,040.      384,390.      MT  (+/- 180 meters Scaled)
 AZ0253
 AZ0253                          SUPERSEDED SURVEY CONTROL
 AZ0253
 AZ0253  NGVD 29 (??/??/92)  493.898  (m)         1620.40   (f) ADJ UNCH    1 2
 AZ0253
 AZ0253.Superseded values are not recommended for survey control.
 AZ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0253.See file dsdata.txt to determine how the superseded data were derived.
 AZ0253
 AZ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT844887(NAD 83)
 AZ0253_MARKER: DB = BENCH MARK DISK
 AZ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0253_STAMPING: G 30 1917 ELEV 1620.509 FT
 AZ0253_MARK LOGO: CGS   
 AZ0253_PROJECTION: PROJECTING 15 CENTIMETERS
 AZ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0253+STABILITY: SURFACE MOTION
 AZ0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0253+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0253
 AZ0253  HISTORY     - Date     Condition        Report By
 AZ0253  HISTORY     - 1917     MONUMENTED       CGS
 AZ0253  HISTORY     - 1958     GOOD             NGS
 AZ0253  HISTORY     - 1981     GOOD             NGS
 AZ0253  HISTORY     - 19980805 GOOD             USPSQD
 AZ0253  HISTORY     - 20030425 GOOD             USPSQD
 AZ0253
 AZ0253                          STATION DESCRIPTION
 AZ0253
 AZ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0253'4.2 MI NW FROM COMSTOCK.
 AZ0253'ABOUT 4.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0253'FROM THE STATION AT COMSTOCK, 5 POLES SOUTHEAST OF MILEPOST 418, 96
 AZ0253'FEET NORTHEAST OF THE NORTHEAST RAIL, 6 1/2 RAILS NORTHWEST OF THE
 AZ0253'NORTHWEST END OF THE U. S. HIGHWAY 90 OVERPASS, 48 FEET NORTH OF A
 AZ0253'POWER POLE, 3 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WHITE
 AZ0253'WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 AZ0253'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AZ0253
 AZ0253                          STATION RECOVERY (1981)
 AZ0253
 AZ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0253'6.1 KM (3.8 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH
 AZ0253'STATE HIGHWAY 163 IN COMSTOCK, AT THE CROSSING OF THE SOUTHERN PACIFIC
 AZ0253'RAOLROAD, 0.3 KM (0.2 MI) SOUTHEAST OF RAILROAD MILEPOST 418, 93.6
 AZ0253'METERS (307.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 29.3 METERS
 AZ0253'(96.1 FT) EAST-NORTHEAST OF THE NEAR RAIL, 14.7 METERS (48.2 FT)
 AZ0253'NORTH OF A UTILITY POLE AND 0.9 METER (3.0 FT) WEST-SOUTHWEST OF A
 AZ0253'FENCE.
 AZ0253'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 AZ0253'THE MARK IS 1.8 M BELOW THE TRACKS.
 AZ0253
 AZ0253                          STATION RECOVERY (1998)
 AZ0253
 AZ0253'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0253'RECOVERED IN GOOD CONDITION.
 AZ0253
 AZ0253                          STATION RECOVERY (2003)
 AZ0253
 AZ0253'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0101 ***********************************************************************
 AY0101  DESIGNATION -  G 30
 AY0101  PID         -  AY0101
 AY0101  STATE/COUNTY-  TX/BEXAR
 AY0101  USGS QUAD   -  LONGHORN (1992)
 AY0101
 AY0101                         *CURRENT SURVEY CONTROL
 AY0101  ___________________________________________________________________
 AY0101* NAD 83(1986)-  29 36 28.     (N)    098 28 04.     (W)     SCALED    
 AY0101* NAVD 88     -       294.50   (+/-2cm)     966.2    (feet)  VERTCON   
 AY0101  ___________________________________________________________________
 AY0101  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AY0101
 AY0101  VERT ORDER  -  THIRD (See Below)
 AY0101
 AY0101.The horizontal coordinates were scaled from a topographic map and have
 AY0101.an estimated accuracy of +/- 6 seconds.
 AY0101
 AY0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0101.The vertical order pertains to the NGVD 29 superseded value.
 AY0101
 AY0101.The geoid height was determined by GEOID03.
 AY0101
 AY0101;                    North         East    Units  Estimated Accuracy
 AY0101;SPC TXSC     - 4,196,770.      651,550.      MT  (+/- 180 meters Scaled)
 AY0101
 AY0101                          SUPERSEDED SURVEY CONTROL
 AY0101
 AY0101  NGVD 29 (01/29/03)  294.38   (m)          965.8    (f) RESET       3  
 AY0101
 AY0101.Superseded values are not recommended for survey control.
 AY0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0101.See file dsdata.txt to determine how the superseded data were derived.
 AY0101
 AY0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT515754(NAD 83)
 AY0101_MARKER: DD = SURVEY DISK
 AY0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0101_SP_SET: CONCRETE SHAFT
 AY0101_STAMPING: G 30 965.79
 AY0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0101
 AY0101  HISTORY     - Date     Condition        Report By
 AY0101  HISTORY     - UNK      MONUMENTED       TXHD
 AY0101  HISTORY     - 1970     GOOD             NGS
 AY0101  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0101  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0101
 AY0101                          STATION DESCRIPTION
 AY0101
 AY0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY0101'3.25 MI N FROM SAN ANTONIO.
 AY0101'ABOUT 3.25 MILES NORTH ALONG U. S. HIGHWAY 281 FROM THE JUNCTION OF
 AY0101'BITTERS ROAD AT NORTH EDGE OF SAN ANTONIO, AT THE NORTHEAST ANGLE OF
 AY0101'U. S. HIGHWAY 281 AND FM HIGHWAY 1604, 220 FEET EAST OF U. S. HIGHWAY
 AY0101'281 CENTER LINE, 4 FEET SOUTH OF THE NORTH RIGHT-OF-WAY OF FM HIGHWAY
 AY0101'1604, AT THE RIGHT-OF-WAY CUT BACK CORNER OF U. S. HIGHWAY 281 AND FM
 AY0101'HIGHWAY 1604, AND AT HIGHWAY STATION 327 + 75.  A TEXAS HIGHWAY
 AY0101'DEPARTMENT DISK SET IN THE TOP OF A 4.5 FEET CONCRETE SHAFT (2.5 FT.
 AY0101'INTO ROCK) FLUSH WITH THE SURFACE OF GROUND.
 AY0101
 AY0101                          STATION RECOVERY (1990)
 AY0101
 AY0101'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0101'MARK NOT FOUND.
 AY0101
 AY0101                          STATION RECOVERY (1999)
 AY0101
 AY0101'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0248 ***********************************************************************
 CT0248  DESIGNATION -  G 30
 CT0248  PID         -  CT0248
 CT0248  STATE/COUNTY-  TX/EASTLAND
 CT0248  USGS QUAD   -  RISING STAR (1966)
 CT0248
 CT0248                         *CURRENT SURVEY CONTROL
 CT0248  ___________________________________________________________________
 CT0248* NAD 83(1986)-  32 05 48.     (N)    098 57 52.     (W)     SCALED    
 CT0248* NAVD 88     -       496.622  (meters)    1629.33   (feet)  ADJUSTED  
 CT0248  ___________________________________________________________________
 CT0248  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CT0248  DYNAMIC HT  -         495.975 (meters)    1627.21  (feet)  COMP
 CT0248  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 CT0248
 CT0248  VERT ORDER  -  SECOND    CLASS 0
 CT0248
 CT0248.The horizontal coordinates were scaled from a topographic map and have
 CT0248.an estimated accuracy of +/- 6 seconds.
 CT0248
 CT0248.The orthometric height was determined by differential leveling
 CT0248.and adjusted by the National Geodetic Survey in June 1991..
 CT0248
 CT0248.The geoid height was determined by GEOID03.
 CT0248
 CT0248.The dynamic height is computed by dividing the NAVD 88
 CT0248.geopotential number by the normal gravity value computed on the
 CT0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0248.degrees latitude (g = 980.6199 gals.).
 CT0248
 CT0248.The modeled gravity was interpolated from observed gravity values.
 CT0248
 CT0248;                    North         East    Units  Estimated Accuracy
 CT0248;SPC TXNC     - 2,047,780.      556,160.      MT  (+/- 180 meters Scaled)
 CT0248
 CT0248                          SUPERSEDED SURVEY CONTROL
 CT0248
 CT0248  NGVD 29 (??/??/92)  496.496  (m)         1628.92   (f) ADJ UNCH    2 0
 CT0248
 CT0248.Superseded values are not recommended for survey control.
 CT0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0248.See file dsdata.txt to determine how the superseded data were derived.
 CT0248
 CT0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA033511(NAD 83)
 CT0248_MARKER: DD = SURVEY DISK
 CT0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0248_SP_SET: CONCRETE FOOTING
 CT0248_STAMPING: G 30 1923
 CT0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0248
 CT0248  HISTORY     - Date     Condition        Report By
 CT0248  HISTORY     - 1923     MONUMENTED       USGS
 CT0248  HISTORY     - 1957     GOOD             NGS
 CT0248
 CT0248                          STATION DESCRIPTION
 CT0248
 CT0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0248'IN RISING STAR.
 CT0248'AT RISING STAR, EASTLAND COUNTY, AT THE CITY WATER TOWER, AND IN THE
 CT0248'NORTHWEST SIDE OF THE SOUTHEAST CONCRETE FOOTING.  A UNITED STATES
 CT0248'GEOLOGICAL SURVEY STANDARD DISK, STAMPED G 30 1923 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0226 ***********************************************************************
 BZ0226  DESIGNATION -  G 300 RESET 1958
 BZ0226  PID         -  BZ0226
 BZ0226  STATE/COUNTY-  TX/FREESTONE
 BZ0226  USGS QUAD   -  TURLINGTON (1982)
 BZ0226
 BZ0226                         *CURRENT SURVEY CONTROL
 BZ0226  ___________________________________________________________________
 BZ0226* NAD 83(1986)-  31 42 52.     (N)    096 07 10.     (W)     SCALED    
 BZ0226* NAVD 88     -       143.10   (+/-2cm)     469.5    (feet)  VERTCON   
 BZ0226  ___________________________________________________________________
 BZ0226  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BZ0226
 BZ0226  VERT ORDER  -  THIRD (See Below)
 BZ0226
 BZ0226.The horizontal coordinates were scaled from a topographic map and have
 BZ0226.an estimated accuracy of +/- 6 seconds.
 BZ0226
 BZ0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0226.The vertical order pertains to the NGVD 29 superseded value.
 BZ0226
 BZ0226.The geoid height was determined by GEOID03.
 BZ0226
 BZ0226;                    North         East    Units  Estimated Accuracy
 BZ0226;SPC TX C     - 3,234,580.    1,099,300.      MT  (+/- 180 meters Scaled)
 BZ0226
 BZ0226                          SUPERSEDED SURVEY CONTROL
 BZ0226
 BZ0226  NGVD 29 (??/??/??)  143.09   (m)          469.5    (f) RESET       3  
 BZ0226
 BZ0226.Superseded values are not recommended for survey control.
 BZ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0226.See file dsdata.txt to determine how the superseded data were derived.
 BZ0226
 BZ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA729123(NAD 83)
 BZ0226_MARKER: DB = BENCH MARK DISK
 BZ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0226_STAMPING: G 300 RESET 1958
 BZ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0226+STABILITY: SURFACE MOTION
 BZ0226
 BZ0226  HISTORY     - Date     Condition        Report By
 BZ0226  HISTORY     - 1958     MONUMENTED       CGS
 BZ0226
 BZ0226                          STATION DESCRIPTION
 BZ0226
 BZ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ0226'2.4 MI SE FROM FAIRFIELD.
 BZ0226'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.84 FROM THE COURT
 BZ0226'HOUSE SQUARE IN FAIRFIELD, AT THE TOP OF A TIMBERED DIVIDE, IN AN OLD
 BZ0226'ROADBED AND ON THE NORTH SIDE OF THE NORTH RIGHT-OF-WAY FENCE.  IT IS
 BZ0226'NORTH OF HIGHWAY SURVEY STA.1224 + 66, A STANDARD DISK STAMPED G 300
 BZ0226'RESET 1958 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2508 ***********************************************************************
 BX2508  DESIGNATION -  G 302
 BX2508  PID         -  BX2508
 BX2508  STATE/COUNTY-  TX/JASPER
 BX2508  USGS QUAD   -  WIERGATE SE (1985)
 BX2508
 BX2508                         *CURRENT SURVEY CONTROL
 BX2508  ___________________________________________________________________
 BX2508* NAD 83(1986)-  31 01 39.     (N)    093 37 27.     (W)     SCALED    
 BX2508* NAVD 88     -        95.12   (+/-2cm)     312.1    (feet)  VERTCON   
 BX2508  ___________________________________________________________________
 BX2508  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BX2508
 BX2508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2508
 BX2508.The horizontal coordinates were scaled from a topographic map and have
 BX2508.an estimated accuracy of +/- 6 seconds.
 BX2508
 BX2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2508.The vertical order pertains to the NGVD 29 superseded value.
 BX2508
 BX2508.The geoid height was determined by GEOID03.
 BX2508
 BX2508;                    North         East    Units  Estimated Accuracy
 BX2508;SPC TX C     - 3,170,160.    1,340,110.      MT  (+/- 180 meters Scaled)
 BX2508
 BX2508                          SUPERSEDED SURVEY CONTROL
 BX2508
 BX2508  NGVD 29 (??/??/??)   95.183  (m)          312.28   (f) ADJUSTED    2 0
 BX2508
 BX2508.Superseded values are not recommended for survey control.
 BX2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2508.See file dsdata.txt to determine how the superseded data were derived.
 BX2508
 BX2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ404328(NAD 83)
 BX2508_MARKER: DB = BENCH MARK DISK
 BX2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2508_STAMPING: G 302 1935
 BX2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2508+STABILITY: SURFACE MOTION
 BX2508
 BX2508  HISTORY     - Date     Condition        Report By
 BX2508  HISTORY     - 1935     MONUMENTED       CGS
 BX2508  HISTORY     - 1979     MARK NOT FOUND   USGS
 BX2508  HISTORY     - 1979     MARK NOT FOUND   USGS
 BX2508
 BX2508                          STATION DESCRIPTION
 BX2508
 BX2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2508'2.4 MI NE FROM BURKEVILLE.
 BX2508'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM BURKEVILLE, NEWTON
 BX2508'COUNTY, AT THE EDGE OF A CULTIVATED FIELD, ABOUT 260 YARDS NORTH OF A
 BX2508'FARMHOUSE, ABOUT 200 FEET NORTH OF A CURVE, 30 FEET WEST OF THE
 BX2508'CENTERLINE OF THE HIGHWAY, AND 20 FEET SOUTHWEST OF A RAIL FENCE
 BX2508'CORNER.  A STANDARD DISK, STAMPED H 302 1935 AND SET IN THE TOP OF A
 BX2508'CONCRETE POST.
 BX2508
 BX2508                          STATION RECOVERY (1979)
 BX2508
 BX2508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BX2508'MARK NOT FOUND.
 BX2508
 BX2508                          STATION RECOVERY (1979)
 BX2508
 BX2508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BX2508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2109 ***********************************************************************
 BX2109  DESIGNATION -  G 303 RESET 1966
 BX2109  PID         -  BX2109
 BX2109  STATE/COUNTY-  TX/SABINE
 BX2109  USGS QUAD   -  MILAM (1984)
 BX2109
 BX2109                         *CURRENT SURVEY CONTROL
 BX2109  ___________________________________________________________________
 BX2109* NAD 83(1986)-  31 27 37.     (N)    093 45 30.     (W)     SCALED    
 BX2109* NAVD 88     -        58.54   (+/-2cm)     192.1    (feet)  VERTCON   
 BX2109  ___________________________________________________________________
 BX2109  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BX2109
 BX2109  VERT ORDER  -  THIRD (See Below)
 BX2109
 BX2109.The horizontal coordinates were scaled from a topographic map and have
 BX2109.an estimated accuracy of +/- 6 seconds.
 BX2109
 BX2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2109.The vertical order pertains to the NGVD 29 superseded value.
 BX2109
 BX2109.The geoid height was determined by GEOID03.
 BX2109
 BX2109;                    North         East    Units  Estimated Accuracy
 BX2109;SPC TX C     - 3,217,290.    1,324,490.      MT  (+/- 180 meters Scaled)
 BX2109
 BX2109                          SUPERSEDED SURVEY CONTROL
 BX2109
 BX2109  NGVD 29 (??/??/??)   58.62   (m)          192.3    (f) RESET       3  
 BX2109
 BX2109.Superseded values are not recommended for survey control.
 BX2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2109.See file dsdata.txt to determine how the superseded data were derived.
 BX2109
 BX2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ279808(NAD 83)
 BX2109_MARKER: DB = BENCH MARK DISK
 BX2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2109_STAMPING: G303 RESET 1966
 BX2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2109+STABILITY: SURFACE MOTION
 BX2109
 BX2109  HISTORY     - Date     Condition        Report By
 BX2109  HISTORY     - 1966     MONUMENTED       CGS
 BX2109
 BX2109                          STATION DESCRIPTION
 BX2109
 BX2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BX2109'6.3 MI NE FROM MILAM.
 BX2109'6.3 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE INTERSECTION OF
 BX2109'STATE HIGHWAY 87 AT MILAM, SABINE COUNTY, 0.1 MILE WEST OF A SERVICE
 BX2109'STATION AND STORE ON THE NORTH SIDE OF THE HIGHWAY, AT THE JUNCTION OF
 BX2109'A TRAIL LEADING TO A FARMHOUSE, 60 FEET SOUTH OF THE CENTER LINE OF
 BX2109'THE HIGHWAY, 32 FEET WEST OF THE CENTER LINE OF THE TRAIL, NEAR A LONG
 BX2109'CLEARING, AND AT A FARMYARD FENCE CORNER.  A STANDARD DISK, STAMPED G
 BX2109'303 RESET 1966 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0017 ***********************************************************************
 BL0017  DESIGNATION -  G 304
 BL0017  PID         -  BL0017
 BL0017  STATE/COUNTY-  TX/TYLER
 BL0017  USGS QUAD   -  HILLISTER (1984)
 BL0017
 BL0017                         *CURRENT SURVEY CONTROL
 BL0017  ___________________________________________________________________
 BL0017* NAD 83(1986)-  30 44 17.     (N)    094 24 18.     (W)     SCALED    
 BL0017* NAVD 88     -        65.05   (+/-2cm)     213.4    (feet)  VERTCON   
 BL0017  ___________________________________________________________________
 BL0017  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL0017
 BL0017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0017
 BL0017.The horizontal coordinates were scaled from a topographic map and have
 BL0017.an estimated accuracy of +/- 6 seconds.
 BL0017
 BL0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0017.The vertical order pertains to the NGVD 29 superseded value.
 BL0017
 BL0017.The geoid height was determined by GEOID03.
 BL0017
 BL0017;                    North         East    Units  Estimated Accuracy
 BL0017;SPC TX C     - 3,133,890.    1,267,390.      MT  (+/- 180 meters Scaled)
 BL0017
 BL0017                          SUPERSEDED SURVEY CONTROL
 BL0017
 BL0017  NGVD 29 (??/??/92)   65.051  (m)          213.42   (f) ADJ UNCH    2 0
 BL0017
 BL0017.Superseded values are not recommended for survey control.
 BL0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0017.See file dsdata.txt to determine how the superseded data were derived.
 BL0017
 BL0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ654014(NAD 83)
 BL0017_MARKER: DB = BENCH MARK DISK
 BL0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0017_STAMPING: G 304 1934
 BL0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0017+STABILITY: SURFACE MOTION
 BL0017
 BL0017  HISTORY     - Date     Condition        Report By
 BL0017  HISTORY     - 1934     MONUMENTED       CGS
 BL0017
 BL0017                          STATION DESCRIPTION
 BL0017
 BL0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0017'2.7 MI S FROM WOODVILLE.
 BL0017'2.7 MI S OF AND ALONG THE S P R R 47 YARDS S OF MILEPOST 82.  15 YARDS
 BL0017'W OF CENTER OF TRACK.  3 YARDS N OF GATE AT PRIVATE ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0307 ***********************************************************************
 BL0307  DESIGNATION -  G 305
 BL0307  PID         -  BL0307
 BL0307  STATE/COUNTY-  TX/JEFFERSON
 BL0307  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0307
 BL0307                         *CURRENT SURVEY CONTROL
 BL0307  ___________________________________________________________________
 BL0307* NAD 83(1986)-  30 06 04.     (N)    094 07 42.     (W)     SCALED    
 BL0307* NAVD 88     -         7.36   (+/-2cm)      24.1    (feet)  VERTCON   
 BL0307  ___________________________________________________________________
 BL0307  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0307
 BL0307  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0307
 BL0307.The horizontal coordinates were scaled from a topographic map and have
 BL0307.an estimated accuracy of +/- 6 seconds.
 BL0307
 BL0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0307.The vertical order pertains to the NGVD 29 superseded value.
 BL0307
 BL0307.The geoid height was determined by GEOID03.
 BL0307
 BL0307;                    North         East    Units  Estimated Accuracy
 BL0307;SPC TXSC     - 4,261,120.    1,069,410.      MT  (+/- 180 meters Scaled)
 BL0307
 BL0307                          SUPERSEDED SURVEY CONTROL
 BL0307
 BL0307  NGVD 29 (??/??/92)    7.363  (m)           24.16   (f) ADJ UNCH    1 2
 BL0307
 BL0307.Superseded values are not recommended for survey control.
 BL0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0307.See file dsdata.txt to determine how the superseded data were derived.
 BL0307
 BL0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP912305(NAD 83)
 BL0307_MARKER: DB = BENCH MARK DISK
 BL0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0307_STAMPING: G 305 1934
 BL0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0307+STABILITY: SURFACE MOTION
 BL0307
 BL0307  HISTORY     - Date     Condition        Report By
 BL0307  HISTORY     - 1934     MONUMENTED       CGS
 BL0307  HISTORY     - 1954     GOOD             NGS
 BL0307  HISTORY     - 19890823 MARK NOT FOUND   USPSQD
 BL0307  HISTORY     - 19910817 MARK NOT FOUND   USPSQD
 BL0307  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 BL0307  HISTORY     - 19940724 MARK NOT FOUND   USPSQD
 BL0307  HISTORY     - 20001231 MARK NOT FOUND   NGS
 BL0307  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0307  HISTORY     - 20021223 MARK NOT FOUND   USPSQD
 BL0307  HISTORY     - 20041031 MARK NOT FOUND   USPSQD
 BL0307
 BL0307                          STATION DESCRIPTION
 BL0307
 BL0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0307'2.4 MI NW FROM BEAUMONT.
 BL0307'0.45 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0307'STATION AT BEAUMONT, THENCE 1.95 MILES NORTHWEST ALONG THE TEXAS AND
 BL0307'NEW ORLEANS RAILROAD, AT THE CROSSING OF HOOVER STREET, 3 POLES
 BL0307'NORTHWEST OF MILEPOST 32, 41 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 55
 BL0307'FEET NORTHWEST OF THE CENTER LINE OF HOOVER STREET, 38 FEET WEST OF A
 BL0307'POWER POLE, 2.4 FEET NORTHEAST OF A FENCE, 0.9 FOOT SOUTHEAST OF A
 BL0307'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 BL0307'FOOT ABOVE THE GROUND.
 BL0307
 BL0307                          STATION RECOVERY (1989)
 BL0307
 BL0307'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0307'MARK NOT FOUND.
 BL0307
 BL0307                          STATION RECOVERY (1991)
 BL0307
 BL0307'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0307'MARK NOT FOUND.
 BL0307
 BL0307                          STATION RECOVERY (1993)
 BL0307
 BL0307'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0307'MARK NOT FOUND.
 BL0307
 BL0307                          STATION RECOVERY (1994)
 BL0307
 BL0307'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0307'MARK NOT FOUND.
 BL0307
 BL0307                          STATION RECOVERY (2000)
 BL0307
 BL0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 BL0307'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0307
 BL0307                          STATION RECOVERY (2001)
 BL0307
 BL0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0307
 BL0307                          STATION RECOVERY (2002)
 BL0307
 BL0307'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0307'MARK NOT FOUND.
 BL0307
 BL0307                          STATION RECOVERY (2004)
 BL0307
 BL0307'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4028 ***********************************************************************
 AW4028  DESIGNATION -  G 306
 AW4028  PID         -  AW4028
 AW4028  STATE/COUNTY-  TX/BRAZORIA
 AW4028  USGS QUAD   -  JULIFF (1974)
 AW4028
 AW4028                         *CURRENT SURVEY CONTROL
 AW4028  ___________________________________________________________________
 AW4028* NAD 83(1986)-  29 29 42.     (N)    095 26 49.     (W)     SCALED    
 AW4028* NAVD 88     -        18.84   (+/-2cm)      61.8    (feet)  VERTCON   
 AW4028  ___________________________________________________________________
 AW4028  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW4028
 AW4028  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4028
 AW4028.The horizontal coordinates were scaled from a topographic map and have
 AW4028.an estimated accuracy of +/- 6 seconds.
 AW4028
 AW4028.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4028.The vertical order pertains to the NGVD 29 superseded value.
 AW4028
 AW4028.The geoid height was determined by GEOID03.
 AW4028
 AW4028;                    North         East    Units  Estimated Accuracy
 AW4028;SPC TXSC     - 4,189,390.      944,450.      MT  (+/- 180 meters Scaled)
 AW4028
 AW4028                          SUPERSEDED SURVEY CONTROL
 AW4028
 AW4028  NGVD 29 (??/??/92)   18.838  (m)           61.80   (f) ADJ UNCH    2 0
 AW4028
 AW4028.Superseded values are not recommended for survey control.
 AW4028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4028.See file dsdata.txt to determine how the superseded data were derived.
 AW4028
 AW4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN627653(NAD 83)
 AW4028_MARKER: DB = BENCH MARK DISK
 AW4028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4028_STAMPING: G 306 1935
 AW4028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4028+STABILITY: SURFACE MOTION
 AW4028
 AW4028  HISTORY     - Date     Condition        Report By
 AW4028  HISTORY     - 1935     MONUMENTED       CGS
 AW4028  HISTORY     - 1963     MARK NOT FOUND   NGS
 AW4028
 AW4028                          STATION DESCRIPTION
 AW4028
 AW4028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW4028'5.9 MI W FROM MANVEL.
 AW4028'5.9 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW4028'STATION AT MANVEL, BRAZORIA COUNTY, 480 FEET EAST OF MILE POLE 42, 175
 AW4028'FEET EAST OF THE BRAZORIA-FORT BEND COUNTY LINE, 72 FEET SOUTHEAST OF
 AW4028'THE CENTER OF A DIRT-ROAD CROSSING, 42 FEET SOUTH OF THE SOUTH RAIL,
 AW4028'27 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD PARALLELING THE TRACK,
 AW4028'12-1/2 FEET EAST OF A POLE, 16 FEET EAST OF A FENCE CORNER, 5 FEET
 AW4028'NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS
 AW4028'POST, AND ABOUT 4 FEET LOWER THAN THE TRACK AND SET IN THE TOP OF A
 AW4028'CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND. NOTE-- REMAINS
 AW4028'OF CONCRETE POST FOUND AT DESCRIBED POSITION OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0316 ***********************************************************************
 AX0316  DESIGNATION -  G 307
 AX0316  PID         -  AX0316
 AX0316  STATE/COUNTY-  TX/WHARTON
 AX0316  USGS QUAD   -  WHARTON (1980)
 AX0316
 AX0316                         *CURRENT SURVEY CONTROL
 AX0316  ___________________________________________________________________
 AX0316* NAD 83(1986)-  29 17 13.     (N)    096 07 17.     (W)     SCALED    
 AX0316* NAVD 88     -        30.35   (+/-2cm)      99.6    (feet)  VERTCON   
 AX0316  ___________________________________________________________________
 AX0316  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0316
 AX0316  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0316
 AX0316.The horizontal coordinates were scaled from a topographic map and have
 AX0316.an estimated accuracy of +/- 6 seconds.
 AX0316
 AX0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0316.The vertical order pertains to the NGVD 29 superseded value.
 AX0316
 AX0316.The geoid height was determined by GEOID03.
 AX0316
 AX0316;                    North         East    Units  Estimated Accuracy
 AX0316;SPC TXSC     - 4,164,540.      879,640.      MT  (+/- 180 meters Scaled)
 AX0316
 AX0316                          SUPERSEDED SURVEY CONTROL
 AX0316
 AX0316  NGVD 29 (??/??/92)   30.352  (m)           99.58   (f) ADJ UNCH    2 0
 AX0316
 AX0316.Superseded values are not recommended for survey control.
 AX0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0316.See file dsdata.txt to determine how the superseded data were derived.
 AX0316
 AX0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT796432(NAD 83)
 AX0316_MARKER: DB = BENCH MARK DISK
 AX0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0316_STAMPING: G 307 1935
 AX0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0316+STABILITY: SURFACE MOTION
 AX0316
 AX0316  HISTORY     - Date     Condition        Report By
 AX0316  HISTORY     - 1935     MONUMENTED       CGS
 AX0316  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0316
 AX0316                          STATION DESCRIPTION
 AX0316
 AX0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0316'2.7 MI SW FROM WHARTON.
 AX0316'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE COURTHOUSE AT
 AX0316'WHARTON, WHARTON COUNTY, 100 YARDS NORTHEAST OF TEXAS AND NEW ORLEANS
 AX0316'RAILROAD BRIDGE NO. 28 A, 96 FEET NORTHWEST OF MILEPOST 28, 40 FEET
 AX0316'NORTHWEST OF THE CENTER LINE OF THE TRACK, AND NEAR THE RIGHT-OF-WAY
 AX0316'FENCE.  A STANDARD DISK, STAMPED G 307 1935 AND SET IN THE TOP OF A
 AX0316'CONCRETE POST.
 AX0316
 AX0316                          STATION RECOVERY (1987)
 AX0316
 AX0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0316'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1829 ***********************************************************************
 BK1829  DESIGNATION -  G 308 RESET 1953
 BK1829  PID         -  BK1829
 BK1829  STATE/COUNTY-  TX/JASPER
 BK1829  USGS QUAD   -  BUNA (1984)
 BK1829
 BK1829                         *CURRENT SURVEY CONTROL
 BK1829  ___________________________________________________________________
 BK1829* NAD 83(1986)-  30 24 59.     (N)    093 59 53.     (W)     SCALED    
 BK1829* NAVD 88     -        17.384  (meters)      57.03   (feet)  ADJUSTED  
 BK1829  ___________________________________________________________________
 BK1829  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1829  DYNAMIC HT  -          17.361 (meters)      56.96  (feet)  COMP
 BK1829  MODELED GRAV-     979,334.5   (mgal)                       NAVD 88
 BK1829
 BK1829  VERT ORDER  -  FIRST     CLASS II
 BK1829
 BK1829.The horizontal coordinates were scaled from a topographic map and have
 BK1829.an estimated accuracy of +/- 6 seconds.
 BK1829
 BK1829.The orthometric height was determined by differential leveling
 BK1829.and adjusted by the National Geodetic Survey in June 1991..
 BK1829
 BK1829.The geoid height was determined by GEOID03.
 BK1829
 BK1829.The dynamic height is computed by dividing the NAVD 88
 BK1829.geopotential number by the normal gravity value computed on the
 BK1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1829.degrees latitude (g = 980.6199 gals.).
 BK1829
 BK1829.The modeled gravity was interpolated from observed gravity values.
 BK1829
 BK1829;                    North         East    Units  Estimated Accuracy
 BK1829;SPC TX C     - 3,100,440.    1,308,330.      MT  (+/- 180 meters Scaled)
 BK1829
 BK1829                          SUPERSEDED SURVEY CONTROL
 BK1829
 BK1829  NGVD 29 (??/??/??)   17.358  (m)           56.95   (f) ADJUSTED    1 2
 BK1829
 BK1829.Superseded values are not recommended for survey control.
 BK1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1829.See file dsdata.txt to determine how the superseded data were derived.
 BK1829
 BK1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP041653(NAD 83)
 BK1829_MARKER: DB = BENCH MARK DISK
 BK1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1829_STAMPING: G 308 RESET 1953
 BK1829_PROJECTION: FLUSH
 BK1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1829+STABILITY: SURFACE MOTION
 BK1829
 BK1829  HISTORY     - Date     Condition        Report By
 BK1829  HISTORY     - 1953     MONUMENTED       CGS
 BK1829  HISTORY     - 1979     GOOD             NGS
 BK1829  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1829  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1829
 BK1829                          STATION DESCRIPTION
 BK1829
 BK1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BK1829'2.4 MI SW FROM BUNA.
 BK1829'ABOUT 2.4 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 BK1829'RAILWAY AND U.S. HIGHWAY NO. 96, FROM THE STATION AT BUNA, JASPER
 BK1829'COUNTY, ABOUT 510 WEST OF MILEPOST NO.34, AT A ROAD CROSSING, 40 FEET
 BK1829'SOUTHWEST OF THE ROAD CROSSING, 21 FEET NORTHWEST OF THE NORTH RAIL OF
 BK1829'THE RAILROAD AND 60 FEET SOUTHEAST OF THE CENTERLINE OF HY.NO.96. THE
 BK1829'MARK IS A STANDARD U.S.C. AND G.S. DISK SET IN A CONCRETE MONUMENT AND
 BK1829'PROJECTS ABOUT 2 INCHES.
 BK1829
 BK1829                          STATION RECOVERY (1979)
 BK1829
 BK1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1829'2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BK1829'HIGHWAY 62 IN BUNA, 71.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY,
 BK1829'195.0 FT. SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD LEADING EAST
 BK1829'ACROSS THE GULF, COLORADO AND SANTA FE RAILROAD, 44.0 FT. SOUTHWEST OF
 BK1829'THE CENTERLINE OF A TRACK ROAD LEADING EAST, 2.0 FT. EAST OF A
 BK1829'POWERLINE POLE STUMP, 21.0 FT. NORTHWEST OF THE NORTHWEST RAIL.
 BK1829'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BK1829'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 BK1829
 BK1829                          STATION RECOVERY (2002)
 BK1829
 BK1829'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BK1829'MARK NOT FOUND.
 BK1829
 BK1829                          STATION RECOVERY (2004)
 BK1829
 BK1829'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0145 ***********************************************************************
 AZ0145  DESIGNATION -  G 31
 AZ0145  PID         -  AZ0145
 AZ0145  STATE/COUNTY-  TX/VAL VERDE
 AZ0145  USGS QUAD   -  MUD CREEK NORTH (1978)
 AZ0145
 AZ0145                         *CURRENT SURVEY CONTROL
 AZ0145  ___________________________________________________________________
 AZ0145* NAD 83(1986)-  29 23 14.     (N)    100 42 23.     (W)     SCALED    
 AZ0145* NAVD 88     -       323.733  (meters)    1062.11   (feet)  ADJUSTED  
 AZ0145  ___________________________________________________________________
 AZ0145  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0145  DYNAMIC HT  -         323.257 (meters)    1060.55  (feet)  COMP
 AZ0145  MODELED GRAV-     979,163.7   (mgal)                       NAVD 88
 AZ0145
 AZ0145  VERT ORDER  -  FIRST     CLASS II
 AZ0145
 AZ0145.The horizontal coordinates were scaled from a topographic map and have
 AZ0145.an estimated accuracy of +/- 6 seconds.
 AZ0145
 AZ0145.The orthometric height was determined by differential leveling
 AZ0145.and adjusted by the National Geodetic Survey in June 1991..
 AZ0145
 AZ0145.The geoid height was determined by GEOID03.
 AZ0145
 AZ0145.The dynamic height is computed by dividing the NAVD 88
 AZ0145.geopotential number by the normal gravity value computed on the
 AZ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0145.degrees latitude (g = 980.6199 gals.).
 AZ0145
 AZ0145.The modeled gravity was interpolated from observed gravity values.
 AZ0145
 AZ0145;                    North         East    Units  Estimated Accuracy
 AZ0145;SPC TXSC     - 4,173,420.      434,380.      MT  (+/- 180 meters Scaled)
 AZ0145
 AZ0145                          SUPERSEDED SURVEY CONTROL
 AZ0145
 AZ0145  NGVD 29 (??/??/92)  323.668  (m)         1061.90   (f) ADJ UNCH    1 2
 AZ0145
 AZ0145.Superseded values are not recommended for survey control.
 AZ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0145.See file dsdata.txt to determine how the superseded data were derived.
 AZ0145
 AZ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT344520(NAD 83)
 AZ0145_MARKER: DB = BENCH MARK DISK
 AZ0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0145_SP_SET: ABUTMENT
 AZ0145_STAMPING: G 31 1917 ELEV. 1061.901 FT
 AZ0145_MARK LOGO: CGS   
 AZ0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0145
 AZ0145  HISTORY     - Date     Condition        Report By
 AZ0145  HISTORY     - 1917     MONUMENTED       CGS
 AZ0145  HISTORY     - 1957     GOOD             NGS
 AZ0145  HISTORY     - 1982     GOOD             NGS
 AZ0145  HISTORY     - 19980805 GOOD             USPSQD
 AZ0145
 AZ0145                          STATION DESCRIPTION
 AZ0145
 AZ0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0145'12.65 MI E FROM DEL RIO.
 AZ0145'ABOUT 12.65 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0145'THE STATION AT DEL RIO, 2 POLES EAST OF MILE POST 366, IN THE TOP OF
 AZ0145'THE SOUTH END OF THE EAST ABUTMENT OF THE MOST WESTERLY OF TWO STEEL
 AZ0145'RAILROAD BRIDGES OVER THE WEST SYCAMORE RIVER, 8.7 FEET SOUTH OF THE
 AZ0145'SOUTH RAIL AND ABOUT 1 FOOT BELOW THE TOP OF THE RAIL.
 AZ0145
 AZ0145                          STATION RECOVERY (1982)
 AZ0145
 AZ0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0145'RECOVERED THIS DATE, NOTE, MARK NOT LEVELED TO THIS SURVEY, OFF LEVEL
 AZ0145'LINE, NEW DESCRIPTION FOLLOWS, 2.2 KM (1.4 MI) SOUTH-SOUTHEAST ALONG
 AZ0145'U.S. HIGHWAY 90 AND 277 (AVENUE F STREET) FROM THE CIVIC CENTER IN
 AZ0145'DEL RIO, TO THE JUNCTION OF U.S. HIGHWAY 90 EAST (GIBBS STREET),
 AZ0145'THENCE 20.4 KM (12.7 MI) EAST ALONG U.S. HIGHWAY 90 TO A DIRT ROAD
 AZ0145'LEADING WEST-SOUTHWEST, THENCE 0.7 KM (0.45 MI) WEST-SOUTHWEST ALONG
 AZ0145'THE TRACK ROAD ON THE NORTH-NORTHWEST SIDE OF THE SOUTHERN PACIFIC
 AZ0145'RAILROAD TRACKS TO THE EAST END OF THE WEST 1 OF 2 STEEL RAILROAD
 AZ0145'BRIDGES OVER THE WEST SYCAMORE RIVER, SET IN THE TOP OF THE SOUTH END
 AZ0145'OF THE EAST ABUTMENT, 2.6 METERS (8.7 FT) SOUTH OF THE SOUTH RAIL.
 AZ0145'THE MARK IS 0.3 M BELOW TOP OF RAIL.
 AZ0145
 AZ0145                          STATION RECOVERY (1998)
 AZ0145
 AZ0145'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2418 ***********************************************************************
 AW2418  DESIGNATION -  G 310
 AW2418  PID         -  AW2418
 AW2418  STATE/COUNTY-  TX/CHAMBERS
 AW2418  USGS QUAD   -  MUD LAKE (1994)
 AW2418
 AW2418                         *CURRENT SURVEY CONTROL
 AW2418  ___________________________________________________________________
 AW2418* NAD 83(1986)-  29 33 35.     (N)    094 21 31.     (W)     SCALED    
 AW2418* NAVD 88     -         2.02   (+/-2cm)       6.6    (feet)  VERTCON   
 AW2418  ___________________________________________________________________
 AW2418  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW2418
 AW2418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2418
 AW2418.The horizontal coordinates were scaled from a topographic map and have
 AW2418.an estimated accuracy of +/- 6 seconds.
 AW2418
 AW2418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2418.The vertical order pertains to the NGVD 29 superseded value.
 AW2418
 AW2418.The geoid height was determined by GEOID03.
 AW2418
 AW2418;                    North         East    Units  Estimated Accuracy
 AW2418;SPC TXSC     - 4,200,250.    1,049,620.      MT  (+/- 180 meters Scaled)
 AW2418
 AW2418                          SUPERSEDED SURVEY CONTROL
 AW2418
 AW2418  NGVD 29 (??/??/92)    2.02   (m)            6.6    (f) COMPUTED    2 0
 AW2418
 AW2418.Superseded values are not recommended for survey control.
 AW2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2418.See file dsdata.txt to determine how the superseded data were derived.
 AW2418
 AW2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN683707(NAD 83)
 AW2418_MARKER: DB = BENCH MARK DISK
 AW2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2418_STAMPING: G 310 1935
 AW2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2418+STABILITY: SURFACE MOTION
 AW2418
 AW2418  HISTORY     - Date     Condition        Report By
 AW2418  HISTORY     - 1935     MONUMENTED       CGS
 AW2418  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2418  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW2418  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2418  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW2418
 AW2418                          STATION DESCRIPTION
 AW2418
 AW2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW2418'3.8 MI E FROM HIGH ISLAND.
 AW2418'3.8 MILES EAST OF AND ALONG STATE HIGHWAY 87 50 YARDS NORTH OF THE
 AW2418'GULF.  64 FEET NORTH OF CENTER OF HIGHWAY.
 AW2418
 AW2418                          STATION RECOVERY (1953)
 AW2418
 AW2418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2418'MARK NOT FOUND.
 AW2418
 AW2418                          STATION RECOVERY (1996)
 AW2418
 AW2418'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2418'MARK NOT FOUND.
 AW2418
 AW2418                          STATION RECOVERY (2001)
 AW2418
 AW2418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2418'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2418
 AW2418                          STATION RECOVERY (2004)
 AW2418
 AW2418'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0252 ***********************************************************************
 BM0252  DESIGNATION -  G 311
 BM0252  PID         -  BM0252
 BM0252  STATE/COUNTY-  TX/LEE
 BM0252  USGS QUAD   -  GIDDINGS (1988)
 BM0252
 BM0252                         *CURRENT SURVEY CONTROL
 BM0252  ___________________________________________________________________
 BM0252* NAD 83(1986)-  30 10 53.     (N)    096 56 12.     (W)     SCALED    
 BM0252* NAVD 88     -       156.51   (+/-2cm)     513.5    (feet)  VERTCON   
 BM0252  ___________________________________________________________________
 BM0252  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BM0252
 BM0252  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0252
 BM0252.The horizontal coordinates were scaled from a topographic map and have
 BM0252.an estimated accuracy of +/- 6 seconds.
 BM0252
 BM0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0252.The vertical order pertains to the NGVD 29 superseded value.
 BM0252
 BM0252.The geoid height was determined by GEOID03.
 BM0252
 BM0252;                    North         East    Units  Estimated Accuracy
 BM0252;SPC TX C     - 3,062,060.    1,027,080.      MT  (+/- 180 meters Scaled)
 BM0252
 BM0252                          SUPERSEDED SURVEY CONTROL
 BM0252
 BM0252  NGVD 29 (??/??/92)  156.454  (m)          513.30   (f) ADJ UNCH    2 0
 BM0252
 BM0252.Superseded values are not recommended for survey control.
 BM0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0252.See file dsdata.txt to determine how the superseded data were derived.
 BM0252
 BM0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU986406(NAD 83)
 BM0252_MARKER: DB = BENCH MARK DISK
 BM0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0252_SP_SET: STEP
 BM0252_STAMPING: G 311 1935
 BM0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0252+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 BM0252
 BM0252  HISTORY     - Date     Condition        Report By
 BM0252  HISTORY     - 1935     MONUMENTED       CGS
 BM0252  HISTORY     - 1938     GOOD             NGS
 BM0252  HISTORY     - 1987     GOOD             USPSQD
 BM0252  HISTORY     - 1991     GOOD             USPSQD
 BM0252  HISTORY     - 20060130 GOOD             USPSQD
 BM0252
 BM0252                          STATION DESCRIPTION
 BM0252
 BM0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0252'IN GIDDINGS.
 BM0252'AT GIDDINGS, LEE COUNTY, AT THE COUNTY COURTHOUSE, IN THE TOP STEP OF
 BM0252'THE NORTH ENTRANCE, 3 FEET EAST OF THE CENTER OF THE ENTRANCE, AND 3
 BM0252'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED G 311 1935.
 BM0252
 BM0252                          STATION RECOVERY (1987)
 BM0252
 BM0252'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BM0252'RECOVERED IN GOOD CONDITION.
 BM0252
 BM0252                          STATION RECOVERY (1991)
 BM0252
 BM0252'RECOVERY NOTE BY US POWER SQUADRON 1991 (TLT)
 BM0252'RECOVERED IN GOOD CONDITION.
 BM0252
 BM0252                          STATION RECOVERY (2006)
 BM0252
 BM0252'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BM0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1459 ***********************************************************************
 BL1459  DESIGNATION -  G 312
 BL1459  PID         -  BL1459
 BL1459  STATE/COUNTY-  TX/MONTGOMERY
 BL1459  USGS QUAD   -  PLANTERSVILLE (1962)
 BL1459
 BL1459                         *CURRENT SURVEY CONTROL
 BL1459  ___________________________________________________________________
 BL1459* NAD 83(1986)-  30 21 09.     (N)    095 46 41.     (W)     SCALED    
 BL1459* NAVD 88     -        75.53   (+/-2cm)     247.8    (feet)  VERTCON   
 BL1459  ___________________________________________________________________
 BL1459  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL1459
 BL1459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1459
 BL1459.The horizontal coordinates were scaled from a topographic map and have
 BL1459.an estimated accuracy of +/- 6 seconds.
 BL1459
 BL1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1459.The vertical order pertains to the NGVD 29 superseded value.
 BL1459
 BL1459.The geoid height was determined by GEOID03.
 BL1459
 BL1459;                    North         East    Units  Estimated Accuracy
 BL1459;SPC TX C     - 3,085,000.    1,137,810.      MT  (+/- 180 meters Scaled)
 BL1459
 BL1459                          SUPERSEDED SURVEY CONTROL
 BL1459
 BL1459  NGVD 29 (??/??/92)   75.524  (m)          247.78   (f) ADJ UNCH    2 0
 BL1459
 BL1459.Superseded values are not recommended for survey control.
 BL1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1459.See file dsdata.txt to determine how the superseded data were derived.
 BL1459
 BL1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP329611(NAD 83)
 BL1459_MARKER: DB = BENCH MARK DISK
 BL1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1459_STAMPING: G 312 1935
 BL1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1459+STABILITY: SURFACE MOTION
 BL1459
 BL1459  HISTORY     - Date     Condition        Report By
 BL1459  HISTORY     - 1935     MONUMENTED       CGS
 BL1459  HISTORY     - 1954     GOOD             NGS
 BL1459  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL1459  HISTORY     - 19920314 GOOD             USPSQD
 BL1459
 BL1459                          STATION DESCRIPTION
 BL1459
 BL1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1459'0.9 MI SW FROM DOBBIN.
 BL1459'0.9 MILE SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BL1459'THE STATION AT DOBBIN, 22 FEET SOUTHWEST OF A 14 INCH OAK TREE, 52
 BL1459'FEET WEST OF THE WEST RAIL, 97 FEET SOUTHWEST OF MILEPOST 49, SET IN
 BL1459'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL1459
 BL1459                          STATION RECOVERY (1989)
 BL1459
 BL1459'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 BL1459'MARK NOT FOUND.
 BL1459
 BL1459                          STATION RECOVERY (1992)
 BL1459
 BL1459'RECOVERY NOTE BY US POWER SQUADRON 1992 (DDD)
 BL1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1448 ***********************************************************************
 BL1448  DESIGNATION -  G 313
 BL1448  PID         -  BL1448
 BL1448  STATE/COUNTY-  TX/GRIMES
 BL1448  USGS QUAD   -  STONEHAM (1961)
 BL1448
 BL1448                         *CURRENT SURVEY CONTROL
 BL1448  ___________________________________________________________________
 BL1448* NAD 83(1986)-  30 21 34.     (N)    095 57 02.     (W)     SCALED    
 BL1448* NAVD 88     -        97.32   (+/-2cm)     319.3    (feet)  VERTCON   
 BL1448  ___________________________________________________________________
 BL1448  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BL1448
 BL1448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1448
 BL1448.The horizontal coordinates were scaled from a topographic map and have
 BL1448.an estimated accuracy of +/- 6 seconds.
 BL1448
 BL1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1448.The vertical order pertains to the NGVD 29 superseded value.
 BL1448
 BL1448.The geoid height was determined by GEOID03.
 BL1448
 BL1448;                    North         East    Units  Estimated Accuracy
 BL1448;SPC TX C     - 3,085,100.    1,121,210.      MT  (+/- 180 meters Scaled)
 BL1448
 BL1448                          SUPERSEDED SURVEY CONTROL
 BL1448
 BL1448  NGVD 29 (??/??/92)   97.303  (m)          319.23   (f) ADJ UNCH    2 0
 BL1448
 BL1448.Superseded values are not recommended for survey control.
 BL1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1448.See file dsdata.txt to determine how the superseded data were derived.
 BL1448
 BL1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP163623(NAD 83)
 BL1448_MARKER: DB = BENCH MARK DISK
 BL1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1448_STAMPING: G 313 1935
 BL1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1448+STABILITY: SURFACE MOTION
 BL1448
 BL1448  HISTORY     - Date     Condition        Report By
 BL1448  HISTORY     - 1935     MONUMENTED       CGS
 BL1448  HISTORY     - 1954     GOOD             NGS
 BL1448  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BL1448
 BL1448                          STATION DESCRIPTION
 BL1448
 BL1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1448'2.7 MI NW FROM STONEHAM.
 BL1448'2.7 MILES NORTHWEST ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 BL1448'FROM THE STATION AT STONEHAM, ABOUT 400 YARDS WEST OF MILEPOST 39,
 BL1448'NEAR THE EAST EDGE OF A FILL, AT THE WEST END OF A LONG CUT, AND 15
 BL1448'YARDS SOUTH OF THE CENTERLINE OF THE TRACK.  SET IN THE TOP OF A
 BL1448'CONCRETE POST.  NOTE-- THE INTERNATIONAL-GREAT NORTHERN RAILROAD IS
 BL1448'NOW THE MISSOURI PACIFIC.
 BL1448
 BL1448                          STATION RECOVERY (1999)
 BL1448
 BL1448'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1991 ***********************************************************************
 AX1991  DESIGNATION -  G 315
 AX1991  PID         -  AX1991
 AX1991  STATE/COUNTY-  TX/WILSON
 AX1991  USGS QUAD   -  STOCKDALE (1987)
 AX1991
 AX1991                         *CURRENT SURVEY CONTROL
 AX1991  ___________________________________________________________________
 AX1991* NAD 83(1986)-  29 14 10.     (N)    097 54 08.     (W)     SCALED    
 AX1991* NAVD 88     -       143.29   (+/-2cm)     470.1    (feet)  VERTCON   
 AX1991  ___________________________________________________________________
 AX1991  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AX1991
 AX1991  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1991
 AX1991.The horizontal coordinates were scaled from a topographic map and have
 AX1991.an estimated accuracy of +/- 6 seconds.
 AX1991
 AX1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1991.The vertical order pertains to the NGVD 29 superseded value.
 AX1991
 AX1991.The geoid height was determined by GEOID03.
 AX1991
 AX1991;                    North         East    Units  Estimated Accuracy
 AX1991;SPC TXSC     - 4,155,970.      706,710.      MT  (+/- 180 meters Scaled)
 AX1991
 AX1991                          SUPERSEDED SURVEY CONTROL
 AX1991
 AX1991  NGVD 29 (??/??/92)  143.231  (m)          469.92   (f) ADJ UNCH    2 0
 AX1991
 AX1991.Superseded values are not recommended for survey control.
 AX1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1991.See file dsdata.txt to determine how the superseded data were derived.
 AX1991
 AX1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT066346(NAD 83)
 AX1991_MARKER: DB = BENCH MARK DISK
 AX1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1991_STAMPING: G-315 1935
 AX1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1991+STABILITY: SURFACE MOTION
 AX1991
 AX1991  HISTORY     - Date     Condition        Report By
 AX1991  HISTORY     - 1935     MONUMENTED       CGS
 AX1991  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX1991  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1991
 AX1991                          STATION DESCRIPTION
 AX1991
 AX1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1991'3.8 MI E FROM STOCKDALE.
 AX1991'3.8 MILES EAST OF AND ALONG S. P. R. R. 125 YDS. WEST OF MILE 98.  15
 AX1991'YDS. NORTH OF CENTER LINE OF TRACK.  42 YDS. NORTH OF U.S. HIGHWAY 87.
 AX1991'7 YDS. WEST OF CROSS ROAD.  IN CORNER OF R. O. W.
 AX1991
 AX1991                          STATION RECOVERY (1961)
 AX1991
 AX1991'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1991'MARK NOT FOUND.
 AX1991
 AX1991                          STATION RECOVERY (1996)
 AX1991
 AX1991'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1621 ***********************************************************************
 AN1621  DESIGNATION -  G 317
 AN1621  PID         -  AN1621
 AN1621  STATE/COUNTY-  TX/KARNES
 AN1621  USGS QUAD   -  KARNES CITY (1987)
 AN1621
 AN1621                         *CURRENT SURVEY CONTROL
 AN1621  ___________________________________________________________________
 AN1621* NAD 83(1986)-  28 57 26.     (N)    097 53 54.     (W)     SCALED    
 AN1621* NAVD 88     -        99.21   (+/-2cm)     325.5    (feet)  VERTCON   
 AN1621  ___________________________________________________________________
 AN1621  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AN1621
 AN1621  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1621
 AN1621.The horizontal coordinates were scaled from a topographic map and have
 AN1621.an estimated accuracy of +/- 6 seconds.
 AN1621
 AN1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1621.The vertical order pertains to the NGVD 29 superseded value.
 AN1621
 AN1621.The geoid height was determined by GEOID03.
 AN1621
 AN1621;                    North         East    Units  Estimated Accuracy
 AN1621;SPC TXSC     - 4,125,060.      707,380.      MT  (+/- 180 meters Scaled)
 AN1621
 AN1621                          SUPERSEDED SURVEY CONTROL
 AN1621
 AN1621  NGVD 29 (??/??/92)   99.177  (m)          325.38   (f) ADJ UNCH    2 0
 AN1621
 AN1621.Superseded values are not recommended for survey control.
 AN1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1621.See file dsdata.txt to determine how the superseded data were derived.
 AN1621
 AN1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT073037(NAD 83)
 AN1621_MARKER: DB = BENCH MARK DISK
 AN1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1621_STAMPING: G 317 1935
 AN1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1621+STABILITY: SURFACE MOTION
 AN1621
 AN1621  HISTORY     - Date     Condition        Report By
 AN1621  HISTORY     - 1935     MONUMENTED       CGS
 AN1621
 AN1621                          STATION DESCRIPTION
 AN1621
 AN1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1621'IN PANNA MARIA.
 AN1621'AT PANNA MARIA, KARNES COUNTY, ABOUT 49 YARDS NORTHWEST OF THE FRONT
 AN1621'ENTRANCE TO THE CATHOLIC CHURCH, 24 FEET EAST OF A FENCE CORNER, AND
 AN1621'NEAR A WINDMILL AND A WATER TANK.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1434 ***********************************************************************
 BY1434  DESIGNATION -  G 318
 BY1434  PID         -  BY1434
 BY1434  STATE/COUNTY-  TX/HOUSTON
 BY1434  USGS QUAD   -  CROCKETT (1950)
 BY1434
 BY1434                         *CURRENT SURVEY CONTROL
 BY1434  ___________________________________________________________________
 BY1434* NAD 83(1986)-  31 19 00.     (N)    095 23 38.     (W)     SCALED    
 BY1434* NAVD 88     -       112.58   (+/-2cm)     369.4    (feet)  VERTCON   
 BY1434  ___________________________________________________________________
 BY1434  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BY1434
 BY1434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1434
 BY1434.The horizontal coordinates were scaled from a topographic map and have
 BY1434.an estimated accuracy of +/- 6 seconds.
 BY1434
 BY1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1434.The vertical order pertains to the NGVD 29 superseded value.
 BY1434
 BY1434.The geoid height was determined by GEOID03.
 BY1434
 BY1434;                    North         East    Units  Estimated Accuracy
 BY1434;SPC TX C     - 3,193,350.    1,169,970.      MT  (+/- 180 meters Scaled)
 BY1434
 BY1434                          SUPERSEDED SURVEY CONTROL
 BY1434
 BY1434  NGVD 29 (??/??/92)  112.565  (m)          369.31   (f) ADJ UNCH    2 0
 BY1434
 BY1434.Superseded values are not recommended for survey control.
 BY1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1434.See file dsdata.txt to determine how the superseded data were derived.
 BY1434
 BY1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ721671(NAD 83)
 BY1434_MARKER: DB = BENCH MARK DISK
 BY1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1434_STAMPING: G 318 1935
 BY1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1434+STABILITY: SURFACE MOTION
 BY1434
 BY1434  HISTORY     - Date     Condition        Report By
 BY1434  HISTORY     - 1935     MONUMENTED       CGS
 BY1434  HISTORY     - 1942     GOOD             NGS
 BY1434
 BY1434                          STATION DESCRIPTION
 BY1434
 BY1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BY1434'3.8 MI E FROM CROCKETT.
 BY1434'3.8 MILES EAST ALONG STATE HIGHWAY 7 FROM CROCKETT, HOUSTON COUNTY, AT
 BY1434'THE NORTHEAST CORNER OF AN ORCHARD NORTH OF A SMALL HOUSE ON A HILL
 BY1434'SOUTH OF THE HIGHWAY, AT THE JUNCTION OF A ROAD LEADING SOUTH, 49 FEET
 BY1434'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET WEST OF THE CENTERLINE
 BY1434'OF THE ROAD, AND AT THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK,
 BY1434'STAMPED G 318 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0505 ***********************************************************************
 BZ0505  DESIGNATION -  G 319
 BZ0505  PID         -  BZ0505
 BZ0505  STATE/COUNTY-  TX/ROBERTSON
 BZ0505  USGS QUAD   -  HAMMOND (1978)
 BZ0505
 BZ0505                         *CURRENT SURVEY CONTROL
 BZ0505  ___________________________________________________________________
 BZ0505* NAD 83(1986)-  31 04 05.     (N)    096 41 53.     (W)     SCALED    
 BZ0505* NAVD 88     -       122.61   (+/-2cm)     402.3    (feet)  VERTCON   
 BZ0505  ___________________________________________________________________
 BZ0505  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BZ0505
 BZ0505  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0505
 BZ0505.The horizontal coordinates were scaled from a topographic map and have
 BZ0505.an estimated accuracy of +/- 6 seconds.
 BZ0505
 BZ0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0505.The vertical order pertains to the NGVD 29 superseded value.
 BZ0505
 BZ0505.The geoid height was determined by GEOID03.
 BZ0505
 BZ0505;                    North         East    Units  Estimated Accuracy
 BZ0505;SPC TX C     - 3,161,020.    1,046,840.      MT  (+/- 180 meters Scaled)
 BZ0505
 BZ0505                          SUPERSEDED SURVEY CONTROL
 BZ0505
 BZ0505  NGVD 29 (??/??/92)  122.569  (m)          402.13   (f) ADJ UNCH    2 0
 BZ0505
 BZ0505.Superseded values are not recommended for survey control.
 BZ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0505.See file dsdata.txt to determine how the superseded data were derived.
 BZ0505
 BZ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV196394(NAD 83)
 BZ0505_MARKER: DB = BENCH MARK DISK
 BZ0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0505_STAMPING: G 319 1935
 BZ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0505+STABILITY: SURFACE MOTION
 BZ0505
 BZ0505  HISTORY     - Date     Condition        Report By
 BZ0505  HISTORY     - 1935     MONUMENTED       CGS
 BZ0505  HISTORY     - 1961     POOR             USGS
 BZ0505
 BZ0505                          STATION DESCRIPTION
 BZ0505
 BZ0505'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BZ0505'6.4 MI N FROM CALVERT.
 BZ0505'6.4 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0505'STATION AT CALVERT, ROBERTSON COUNTY, AT SIGNAL 1352, 45 FEET WEST OF
 BZ0505'THE CENTERLINE OF THE TRACK, AND 5 FEET EAST OF THE RIGHT-OF-WAY
 BZ0505'FENCE.  A STANDARD DISK, STAMPED G 319 1935 AND SET IN THE TOP OF A
 BZ0505'CONCRETE POST.  NOTE-- MARK IS SLIGHTLY TILTED.  SIGNAL 1352 HAS BEEN
 BZ0505'REMOVED, FOUNDATION STILL REMAINS.  THE NEXT SIGNAL 0.2 MILE NORTH IS
 BZ0505'NO. 1354.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0110 ***********************************************************************
 AZ0110  DESIGNATION -  G 32
 AZ0110  PID         -  AZ0110
 AZ0110  STATE/COUNTY-  TX/VAL VERDE
 AZ0110  USGS QUAD   -  DEL RIO SW (1972)
 AZ0110
 AZ0110                         *CURRENT SURVEY CONTROL
 AZ0110  ___________________________________________________________________
 AZ0110* NAD 83(1986)-  29 21 45.     (N)    100 53 57.     (W)     SCALED    
 AZ0110* NAVD 88     -       292.885  (meters)     960.91   (feet)  ADJUSTED  
 AZ0110  ___________________________________________________________________
 AZ0110  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0110  DYNAMIC HT  -         292.459 (meters)     959.51  (feet)  COMP
 AZ0110  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AZ0110
 AZ0110  VERT ORDER  -  FIRST     CLASS II
 AZ0110
 AZ0110.The horizontal coordinates were scaled from a topographic map and have
 AZ0110.an estimated accuracy of +/- 6 seconds.
 AZ0110
 AZ0110.The orthometric height was determined by differential leveling
 AZ0110.and adjusted by the National Geodetic Survey in June 1991..
 AZ0110
 AZ0110.The geoid height was determined by GEOID03.
 AZ0110
 AZ0110.The dynamic height is computed by dividing the NAVD 88
 AZ0110.geopotential number by the normal gravity value computed on the
 AZ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0110.degrees latitude (g = 980.6199 gals.).
 AZ0110
 AZ0110.The modeled gravity was interpolated from observed gravity values.
 AZ0110
 AZ0110;                    North         East    Units  Estimated Accuracy
 AZ0110;SPC TXSC     - 4,170,970.      415,630.      MT  (+/- 180 meters Scaled)
 AZ0110
 AZ0110                          SUPERSEDED SURVEY CONTROL
 AZ0110
 AZ0110  NGVD 29 (??/??/92)  292.840  (m)          960.76   (f) ADJ UNCH    1 2
 AZ0110
 AZ0110.Superseded values are not recommended for survey control.
 AZ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0110.See file dsdata.txt to determine how the superseded data were derived.
 AZ0110
 AZ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT156496(NAD 83)
 AZ0110_MARKER: DB = BENCH MARK DISK
 AZ0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0110_SP_SET: BUILDING
 AZ0110_STAMPING: ELEV. 960.67 FT G 32 1917
 AZ0110_MARK LOGO: CGS   
 AZ0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AZ0110+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 AZ0110
 AZ0110  HISTORY     - Date     Condition        Report By
 AZ0110  HISTORY     - 1917     MONUMENTED       CGS
 AZ0110  HISTORY     - 1957     GOOD             NGS
 AZ0110  HISTORY     - 1982     GOOD             NGS
 AZ0110  HISTORY     - 19980805 GOOD             USPSQD
 AZ0110  HISTORY     - 20051207 GOOD             NGS
 AZ0110
 AZ0110                          STATION DESCRIPTION
 AZ0110
 AZ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0110'IN DEL RIO.
 AZ0110'AT THE SOUTHWEST ENTRANCE TO THE POST OFFICE AND FEDERAL BUILDING, IN
 AZ0110'THE TOP OF THE STONE COPING AT THE SOUTHEAST END OF THE STEPS, 37 FEET
 AZ0110'NORTHEAST OF THE CENTER LINE OF MAIN STREET, 13 FEET SOUTHEAST OF THE
 AZ0110'CENTER LINE OF THE SOUTHWEST ENTRANCE, 1 FOOT SOUTHWEST OF THE
 AZ0110'SOUTHWEST FACE OF THE BUILDING AND ABOUT 4 FEET ABOVE THE SIDEWALK.
 AZ0110
 AZ0110                          STATION RECOVERY (1982)
 AZ0110
 AZ0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0110'THE MARK IS SET AT THE SOUTHWEST ENTRANCE (WHICH IS NOT IN USE AT THIS
 AZ0110'TIME) OF THE OLD POST OFFICE BUILDING, NOW THE COUNTY COURT HOUSE IN
 AZ0110'DEL RIO, SET IN THE TOP OF THE STONE BANISTER AT THE SOUTHEAST END OF
 AZ0110'THE STEPS, 11.2 METERS (37.0 FT) NORTHEAST OF THE CENTERLINE OF MAIN
 AZ0110'STREET, 3.9 METERS (13.0 FT) SOUTHEAST OF AN EXTENDED CENTER OF THE
 AZ0110'SOUTHWEST ENTRANCE, AND 0.3 METER (1.0 FT) SOUTHWEST OF THE SOUTHWEST
 AZ0110'FACE OF THE BUILDING.
 AZ0110'THE MARK IS 1.2 M ABOVE THE SIDEWALK.
 AZ0110
 AZ0110                          STATION RECOVERY (1998)
 AZ0110
 AZ0110'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0110'RECOVERED IN GOOD CONDITION.
 AZ0110
 AZ0110                          STATION RECOVERY (2005)
 AZ0110
 AZ0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DMM)
 AZ0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0745 ***********************************************************************
 BZ0745  DESIGNATION -  G 320
 BZ0745  PID         -  BZ0745
 BZ0745  STATE/COUNTY-  TX/MCLENNAN
 BZ0745  USGS QUAD   -  WACO EAST (1975)
 BZ0745
 BZ0745                         *CURRENT SURVEY CONTROL
 BZ0745  ___________________________________________________________________
 BZ0745* NAD 83(1986)-  31 31 22.     (N)    097 00 08.     (W)     SCALED    
 BZ0745* NAVD 88     -       139.18   (+/-2cm)     456.6    (feet)  VERTCON   
 BZ0745  ___________________________________________________________________
 BZ0745  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BZ0745
 BZ0745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0745
 BZ0745.The horizontal coordinates were scaled from a topographic map and have
 BZ0745.an estimated accuracy of +/- 6 seconds.
 BZ0745
 BZ0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0745.The vertical order pertains to the NGVD 29 superseded value.
 BZ0745
 BZ0745.The geoid height was determined by GEOID03.
 BZ0745
 BZ0745;                    North         East    Units  Estimated Accuracy
 BZ0745;SPC TX C     - 3,210,500.    1,016,320.      MT  (+/- 180 meters Scaled)
 BZ0745
 BZ0745                          SUPERSEDED SURVEY CONTROL
 BZ0745
 BZ0745  NGVD 29 (??/??/92)  139.124  (m)          456.44   (f) ADJ UNCH    2 0
 BZ0745
 BZ0745.Superseded values are not recommended for survey control.
 BZ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0745.See file dsdata.txt to determine how the superseded data were derived.
 BZ0745
 BZ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV896892(NAD 83)
 BZ0745_MARKER: DB = BENCH MARK DISK
 BZ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0745_STAMPING: G 320 1935
 BZ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0745+STABILITY: SURFACE MOTION
 BZ0745
 BZ0745  HISTORY     - Date     Condition        Report By
 BZ0745  HISTORY     - 1935     MONUMENTED       CGS
 BZ0745  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0745  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0745
 BZ0745                          STATION DESCRIPTION
 BZ0745
 BZ0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0745'6.2 MI N FROM RIESEL.
 BZ0745'6.2 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0745'STATION AT RIESEL, MCLENNAN COUNTY, ABOUT 185 YARDS NORTH OF THE
 BZ0745'HARRISON STATION, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, 17 FEET
 BZ0745'NORTH OF THE RIGHT-OF-WAY FENCE CORNER, AND 5 FEET WEST OF THE
 BZ0745'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 320 1935 AND SET IN
 BZ0745'THE TOP OF A CONCRETE POST.
 BZ0745
 BZ0745                          STATION RECOVERY (1995)
 BZ0745
 BZ0745'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0745'MARK NOT FOUND.
 BZ0745
 BZ0745                          STATION RECOVERY (2001)
 BZ0745
 BZ0745'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0789 ***********************************************************************
 BZ0789  DESIGNATION -  G 322
 BZ0789  PID         -  BZ0789
 BZ0789  STATE/COUNTY-  TX/BELL
 BZ0789  USGS QUAD   -  MOODY (1993)
 BZ0789
 BZ0789                         *CURRENT SURVEY CONTROL
 BZ0789  ___________________________________________________________________
 BZ0789* NAD 83(1986)-  31 15 51.     (N)    097 16 04.     (W)     SCALED    
 BZ0789* NAVD 88     -       197.953  (meters)     649.45   (feet)  ADJUSTED  
 BZ0789  ___________________________________________________________________
 BZ0789  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ0789  DYNAMIC HT  -         197.694 (meters)     648.60  (feet)  COMP
 BZ0789  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 BZ0789
 BZ0789  VERT ORDER  -  FIRST     CLASS II
 BZ0789
 BZ0789.The horizontal coordinates were scaled from a topographic map and have
 BZ0789.an estimated accuracy of +/- 6 seconds.
 BZ0789
 BZ0789.The orthometric height was determined by differential leveling
 BZ0789.and adjusted by the National Geodetic Survey in June 1991..
 BZ0789
 BZ0789.The geoid height was determined by GEOID03.
 BZ0789
 BZ0789.The dynamic height is computed by dividing the NAVD 88
 BZ0789.geopotential number by the normal gravity value computed on the
 BZ0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0789.degrees latitude (g = 980.6199 gals.).
 BZ0789
 BZ0789.The modeled gravity was interpolated from observed gravity values.
 BZ0789
 BZ0789;                    North         East    Units  Estimated Accuracy
 BZ0789;SPC TX C     - 3,181,110.      991,900.      MT  (+/- 180 meters Scaled)
 BZ0789
 BZ0789                          SUPERSEDED SURVEY CONTROL
 BZ0789
 BZ0789  NGVD 29 (??/??/92)  197.883  (m)          649.22   (f) ADJ UNCH    1 2
 BZ0789
 BZ0789.Superseded values are not recommended for survey control.
 BZ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0789.See file dsdata.txt to determine how the superseded data were derived.
 BZ0789
 BZ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV649601(NAD 83)
 BZ0789_MARKER: DB = BENCH MARK DISK
 BZ0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0789_SP_SET: BASE
 BZ0789_STAMPING: G 322 1935
 BZ0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0789
 BZ0789  HISTORY     - Date     Condition        Report By
 BZ0789  HISTORY     - 1935     MONUMENTED       CGS
 BZ0789  HISTORY     - 1980     GOOD             NGS
 BZ0789  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0789  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0789  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0789
 BZ0789                          STATION DESCRIPTION
 BZ0789
 BZ0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0789'2.4 MI S FROM EDDY.
 BZ0789'2.4 MILES SOUTH OF AND ALONG THE M.K.T.R.R.  SET HORIZONTAL IN THE
 BZ0789'EAST END OF THE NORTH CONCRETE AND STONE ABUTMENT OF R.R. BRIDGE NO.
 BZ0789'867.5.
 BZ0789
 BZ0789                          STATION RECOVERY (1980)
 BZ0789
 BZ0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0789'3.1 KM. (1.95 MI.) SOUTHWEST ALONG THE EAST FRONTAGE ROAD OF
 BZ0789'INTERSTATE 35 FROM THE JUNCTION OF FARM ROAD 107 AND TEXAS HIGHWAY 7
 BZ0789'IN EDDY, THENCE 0.2 KM. (0.15 MI.) SOUTHEAST ALONG ROAD 452, THENCE
 BZ0789'0.3 KM. (0.2 MI.) SOUTH ALONG THE MISSOURI KANSAS TEXAS RAILROAD, IN
 BZ0789'TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE BRIDGE OVER DEER
 BZ0789'CREEK, 1.4 M. (4.6 FT.) EAST OF THE EAST RAIL, 1.3 M. (4.4 FT.) WEST
 BZ0789'OF THE EAST END OF THE NORTH ABUTMENT.
 BZ0789'THE MARK IS 0.6 M BELOW THE RAILROAD TRACKS.
 BZ0789
 BZ0789                          STATION RECOVERY (1995)
 BZ0789
 BZ0789'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0789'MARK NOT FOUND.
 BZ0789
 BZ0789                          STATION RECOVERY (2001)
 BZ0789
 BZ0789'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0789'MARK NOT FOUND.
 BZ0789
 BZ0789                          STATION RECOVERY (2003)
 BZ0789
 BZ0789'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 BZ0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0199 ***********************************************************************
 AY0199  DESIGNATION -  G 323
 AY0199  PID         -  AY0199
 AY0199  STATE/COUNTY-  TX/BLANCO
 AY0199  USGS QUAD   -  SPRING BRANCH (1964)
 AY0199
 AY0199                         *CURRENT SURVEY CONTROL
 AY0199  ___________________________________________________________________
 AY0199* NAD 83(1986)-  29 58 33.     (N)    098 24 36.     (W)     SCALED    
 AY0199* NAVD 88     -       419.914  (meters)    1377.67   (feet)  ADJUSTED  
 AY0199  ___________________________________________________________________
 AY0199  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AY0199  DYNAMIC HT  -         419.317 (meters)    1375.71  (feet)  COMP
 AY0199  MODELED GRAV-     979,207.0   (mgal)                       NAVD 88
 AY0199
 AY0199  VERT ORDER  -  SECOND    CLASS 0
 AY0199
 AY0199.The horizontal coordinates were scaled from a topographic map and have
 AY0199.an estimated accuracy of +/- 6 seconds.
 AY0199
 AY0199.The orthometric height was determined by differential leveling
 AY0199.and adjusted by the National Geodetic Survey in June 1991..
 AY0199
 AY0199.The geoid height was determined by GEOID03.
 AY0199
 AY0199.The dynamic height is computed by dividing the NAVD 88
 AY0199.geopotential number by the normal gravity value computed on the
 AY0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0199.degrees latitude (g = 980.6199 gals.).
 AY0199
 AY0199.The modeled gravity was interpolated from observed gravity values.
 AY0199
 AY0199;                    North         East    Units  Estimated Accuracy
 AY0199;SPC TX C     - 3,035,880.      885,620.      MT  (+/- 180 meters Scaled)
 AY0199
 AY0199                          SUPERSEDED SURVEY CONTROL
 AY0199
 AY0199  NGVD 29 (??/??/92)  419.811  (m)         1377.33   (f) ADJ UNCH    2 0
 AY0199
 AY0199.Superseded values are not recommended for survey control.
 AY0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0199.See file dsdata.txt to determine how the superseded data were derived.
 AY0199
 AY0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU569162(NAD 83)
 AY0199_MARKER: DB = BENCH MARK DISK
 AY0199_SETTING: 66 = SET IN ROCK OUTCROP
 AY0199_SP_SET: ROCK OUTCROP
 AY0199_STAMPING: G 323 1935
 AY0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0199+STABILITY: POSITION/ELEVATION WELL
 AY0199
 AY0199  HISTORY     - Date     Condition        Report By
 AY0199  HISTORY     - 1935     MONUMENTED       CGS
 AY0199  HISTORY     - 1953     GOOD             NGS
 AY0199  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 AY0199
 AY0199                          STATION DESCRIPTION
 AY0199
 AY0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0199'1.7 MI S FROM TWIN SISTERS.
 AY0199'1.7 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT TWIN
 AY0199'SISTERS, 58 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET SOUTH
 AY0199'OF THE EXTENDED CENTER LINE OF FARM ROAD 1622, 1 FOOT EAST OF A FENCE,
 AY0199'1 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A LARGE FLAT ROCK
 AY0199'OUTCROP.
 AY0199
 AY0199                          STATION RECOVERY (2002)
 AY0199
 AY0199'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 AY0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0502 ***********************************************************************
 BM0502  DESIGNATION -  G 325
 BM0502  PID         -  BM0502
 BM0502  STATE/COUNTY-  TX/BASTROP
 BM0502  USGS QUAD   -  SMITHVILLE NW (1982)
 BM0502
 BM0502                         *CURRENT SURVEY CONTROL
 BM0502  ___________________________________________________________________
 BM0502* NAD 83(1986)-  30 13 06.     (N)    097 08 29.     (W)     SCALED    
 BM0502* NAVD 88     -       174.26   (+/-2cm)     571.7    (feet)  VERTCON   
 BM0502  ___________________________________________________________________
 BM0502  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BM0502
 BM0502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0502
 BM0502.The horizontal coordinates were scaled from a topographic map and have
 BM0502.an estimated accuracy of +/- 6 seconds.
 BM0502
 BM0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0502.The vertical order pertains to the NGVD 29 superseded value.
 BM0502
 BM0502.The geoid height was determined by GEOID03.
 BM0502
 BM0502;                    North         East    Units  Estimated Accuracy
 BM0502;SPC TX C     - 3,065,570.    1,007,250.      MT  (+/- 180 meters Scaled)
 BM0502
 BM0502                          SUPERSEDED SURVEY CONTROL
 BM0502
 BM0502  NGVD 29 (??/??/92)  174.188  (m)          571.48   (f) ADJ UNCH    2 0
 BM0502
 BM0502.Superseded values are not recommended for survey control.
 BM0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0502.See file dsdata.txt to determine how the superseded data were derived.
 BM0502
 BM0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU788444(NAD 83)
 BM0502_MARKER: DB = BENCH MARK DISK
 BM0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0502_SP_SET: FOUNDATION
 BM0502_STAMPING: G 325 1935
 BM0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0502
 BM0502  HISTORY     - Date     Condition        Report By
 BM0502  HISTORY     - 1935     MONUMENTED       CGS
 BM0502  HISTORY     - 1938     GOOD             NGS
 BM0502
 BM0502                          STATION DESCRIPTION
 BM0502
 BM0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0502'1.9 MI W FROM PAIGE.
 BM0502'1.9 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 BM0502'PAIGE, BASTROP COUNTY, 50 YARDS WEST OF MILEPOST 69, 78 FEET EAST OF
 BM0502'THE CENTER OF A ROAD CROSSING, AT CULVERT 69 A, IN THE CENTER OF THE
 BM0502'TOP OF THE NORTH CONCRETE FOUNDATION, AND 12 FEET NORTH OF THE
 BM0502'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G 325 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0309 ***********************************************************************
 BM0309  DESIGNATION -  G 326
 BM0309  PID         -  BM0309
 BM0309  STATE/COUNTY-  TX/MILAM
 BM0309  USGS QUAD   -  BEN ARNOLD (1989)
 BM0309
 BM0309                         *CURRENT SURVEY CONTROL
 BM0309  ___________________________________________________________________
 BM0309* NAD 83(1986)-  30 57 53.     (N)    096 59 19.     (W)     SCALED    
 BM0309* NAVD 88     -       119.59   (+/-2cm)     392.4    (feet)  VERTCON   
 BM0309  ___________________________________________________________________
 BM0309  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0309
 BM0309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0309
 BM0309.The horizontal coordinates were scaled from a topographic map and have
 BM0309.an estimated accuracy of +/- 6 seconds.
 BM0309
 BM0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0309.The vertical order pertains to the NGVD 29 superseded value.
 BM0309
 BM0309.The geoid height was determined by GEOID03.
 BM0309
 BM0309;                    North         East    Units  Estimated Accuracy
 BM0309;SPC TX C     - 3,148,700.    1,019,470.      MT  (+/- 180 meters Scaled)
 BM0309
 BM0309                          SUPERSEDED SURVEY CONTROL
 BM0309
 BM0309  NGVD 29 (??/??/92)  119.535  (m)          392.17   (f) ADJ UNCH    2 0
 BM0309
 BM0309.Superseded values are not recommended for survey control.
 BM0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0309.See file dsdata.txt to determine how the superseded data were derived.
 BM0309
 BM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV921274(NAD 83)
 BM0309_MARKER: DB = BENCH MARK DISK
 BM0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0309_STAMPING: G 326 1935
 BM0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0309+STABILITY: SURFACE MOTION
 BM0309
 BM0309  HISTORY     - Date     Condition        Report By
 BM0309  HISTORY     - 1935     MONUMENTED       CGS
 BM0309  HISTORY     - 1948     POOR             NGS
 BM0309  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0309
 BM0309                          STATION DESCRIPTION
 BM0309
 BM0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BM0309'IN BEN ARNOLD.
 BM0309'AT BEN ARNOLD, MILAN COUNTY, ON THE SOUTHERN PACIFIC RAILROAD, 0.5
 BM0309'MILE SOUTH OF MILEPOST 126, AT A ROAD CROSSING, AND 32 FEET EAST OF
 BM0309'THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED G 326 1935
 BM0309'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE SOUTHERN PACIFIC RR
 BM0309'(FORMERLY THE TEXAS AND NEW ORLEANS RR) STATION HAS BEEN COMPLETELY
 BM0309'MOVED AWAY.
 BM0309
 BM0309                          STATION RECOVERY (1999)
 BM0309
 BM0309'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0851 ***********************************************************************
 BZ0851  DESIGNATION -  G 327
 BZ0851  PID         -  BZ0851
 BZ0851  STATE/COUNTY-  TX/FALLS
 BZ0851  USGS QUAD   -  ROBINSON (1993)
 BZ0851
 BZ0851                         *CURRENT SURVEY CONTROL
 BZ0851  ___________________________________________________________________
 BZ0851* NAD 83(1986)-  31 22 36.     (N)    097 02 09.     (W)     SCALED    
 BZ0851* NAVD 88     -       116.16   (+/-2cm)     381.1    (feet)  VERTCON   
 BZ0851  ___________________________________________________________________
 BZ0851  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BZ0851
 BZ0851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0851
 BZ0851.The horizontal coordinates were scaled from a topographic map and have
 BZ0851.an estimated accuracy of +/- 6 seconds.
 BZ0851
 BZ0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0851.The vertical order pertains to the NGVD 29 superseded value.
 BZ0851
 BZ0851.The geoid height was determined by GEOID03.
 BZ0851
 BZ0851;                    North         East    Units  Estimated Accuracy
 BZ0851;SPC TX C     - 3,194,210.    1,013,600.      MT  (+/- 180 meters Scaled)
 BZ0851
 BZ0851                          SUPERSEDED SURVEY CONTROL
 BZ0851
 BZ0851  NGVD 29 (??/??/92)  116.109  (m)          380.93   (f) ADJ UNCH    2 0
 BZ0851
 BZ0851.Superseded values are not recommended for survey control.
 BZ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0851.See file dsdata.txt to determine how the superseded data were derived.
 BZ0851
 BZ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV867730(NAD 83)
 BZ0851_MARKER: DB = BENCH MARK DISK
 BZ0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0851_STAMPING: G 327 1935
 BZ0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0851+STABILITY: SURFACE MOTION
 BZ0851
 BZ0851  HISTORY     - Date     Condition        Report By
 BZ0851  HISTORY     - 1935     MONUMENTED       CGS
 BZ0851
 BZ0851                          STATION DESCRIPTION
 BZ0851
 BZ0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0851'2.2 MI N FROM SATIN.
 BZ0851'2.2 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BZ0851'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT SATIN, 255 YARDS NORTH
 BZ0851'OF THE GURLEY STATION, 335 YARDS SOUTH OF MILEPOST 157, 45 FEET EAST
 BZ0851'OF THE CENTERLINE OF THE TRACK, AND 34 FEET WEST OF THE CENTERLINE OF
 BZ0851'A GRAVEL ROAD.  A STANDARD DISK, STAMPED G 327 1935 AND SET IN THE TOP
 BZ0851'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0711 ***********************************************************************
 BM0711  DESIGNATION -  G 328
 BM0711  PID         -  BM0711
 BM0711  STATE/COUNTY-  TX/WILLIAMSON
 BM0711  USGS QUAD   -  ROUND ROCK (1987)
 BM0711
 BM0711                         *CURRENT SURVEY CONTROL
 BM0711  ___________________________________________________________________
 BM0711* NAD 83(1986)-  30 32 43.     (N)    097 41 59.     (W)     SCALED    
 BM0711* NAVD 88     -       234.72   (+/-2cm)     770.1    (feet)  VERTCON   
 BM0711  ___________________________________________________________________
 BM0711  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BM0711
 BM0711  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0711
 BM0711.The horizontal coordinates were scaled from a topographic map and have
 BM0711.an estimated accuracy of +/- 6 seconds.
 BM0711
 BM0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0711.The vertical order pertains to the NGVD 29 superseded value.
 BM0711
 BM0711.The geoid height was determined by GEOID03.
 BM0711
 BM0711;                    North         East    Units  Estimated Accuracy
 BM0711;SPC TX C     - 3,100,390.      952,660.      MT  (+/- 180 meters Scaled)
 BM0711
 BM0711                          SUPERSEDED SURVEY CONTROL
 BM0711
 BM0711  NGVD 29 (??/??/92)  234.643  (m)          769.82   (f) ADJ UNCH    2 0
 BM0711
 BM0711.Superseded values are not recommended for survey control.
 BM0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0711.See file dsdata.txt to determine how the superseded data were derived.
 BM0711
 BM0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU247799(NAD 83)
 BM0711_MARKER: DB = BENCH MARK DISK
 BM0711_SETTING: 80 = SET IN A BOULDER
 BM0711_SP_SET: BOULDER
 BM0711_STAMPING: G 328 1935
 BM0711_MARK LOGO: CGS   
 BM0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0711+STABILITY: SURFACE MOTION
 BM0711
 BM0711  HISTORY     - Date     Condition        Report By
 BM0711  HISTORY     - 1935     MONUMENTED       CGS
 BM0711  HISTORY     - 1954     GOOD             NGS
 BM0711  HISTORY     - 1980     GOOD             NGS
 BM0711
 BM0711                          STATION DESCRIPTION
 BM0711
 BM0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0711'3.3 MI N FROM ROUND ROCK.
 BM0711'3.3 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0711'FROM THE STATION AT ROUND ROCK, 129 FEET SOUTHWEST OF MILEPOST 3-10,
 BM0711'97 FEET WEST OF THE WEST RAIL, 5 FEET SOUTHWEST OF A LARGE OAK TREE,
 BM0711'SET IN THE TOP OF A LARGE LIMESTONE BOULDER.
 BM0711
 BM0711                          STATION RECOVERY (1980)
 BM0711
 BM0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0608 ***********************************************************************
 AX0608  DESIGNATION -  G 331
 AX0608  PID         -  AX0608
 AX0608  STATE/COUNTY-  TX/LAVACA
 AX0608  USGS QUAD   -  SPEAKS (1981)
 AX0608
 AX0608                         *CURRENT SURVEY CONTROL
 AX0608  ___________________________________________________________________
 AX0608* NAD 83(1986)-  29 20 15.     (N)    096 44 49.     (W)     SCALED    
 AX0608* NAVD 88     -        53.25   (+/-2cm)     174.7    (feet)  VERTCON   
 AX0608  ___________________________________________________________________
 AX0608  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0608
 AX0608  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0608
 AX0608.The horizontal coordinates were scaled from a topographic map and have
 AX0608.an estimated accuracy of +/- 6 seconds.
 AX0608
 AX0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0608.The vertical order pertains to the NGVD 29 superseded value.
 AX0608
 AX0608.The geoid height was determined by GEOID03.
 AX0608
 AX0608;                    North         East    Units  Estimated Accuracy
 AX0608;SPC TXSC     - 4,168,810.      818,780.      MT  (+/- 180 meters Scaled)
 AX0608
 AX0608                          SUPERSEDED SURVEY CONTROL
 AX0608
 AX0608  NGVD 29 (??/??/92)   53.24   (m)          174.7    (f) COMPUTED    2 0
 AX0608
 AX0608.Superseded values are not recommended for survey control.
 AX0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0608.See file dsdata.txt to determine how the superseded data were derived.
 AX0608
 AX0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT187474(NAD 83)
 AX0608_MARKER: DB = BENCH MARK DISK
 AX0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0608_STAMPING: G 331 1935
 AX0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0608+STABILITY: SURFACE MOTION
 AX0608
 AX0608  HISTORY     - Date     Condition        Report By
 AX0608  HISTORY     - 1935     MONUMENTED       CGS
 AX0608  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0608
 AX0608                          STATION DESCRIPTION
 AX0608
 AX0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0608'7.9 MI NW FROM SPEAKS.
 AX0608'7.9 MILES NW OF AND ALONG THE ROAD TO HALLETTSVILLE. 39 FEET N OF
 AX0608'CENTER OF ROAD.  3 FEET N OF R/W FENCE.  60 FEET W OF POINT WHERE ROAD
 AX0608'CURVES VERY SLIGHTLY TO NORTHEAST.
 AX0608
 AX0608                          STATION RECOVERY (1997)
 AX0608
 AX0608'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0609 ***********************************************************************
 AX0609  DESIGNATION -  G 331 RESET 1953
 AX0609  PID         -  AX0609
 AX0609  STATE/COUNTY-  TX/LAVACA
 AX0609  USGS QUAD   -  SPEAKS (1981)
 AX0609
 AX0609                         *CURRENT SURVEY CONTROL
 AX0609  ___________________________________________________________________
 AX0609* NAD 83(1986)-  29 20 15.     (N)    096 44 49.     (W)     SCALED    
 AX0609* NAVD 88     -        53.766  (meters)     176.40   (feet)  ADJUSTED  
 AX0609  ___________________________________________________________________
 AX0609  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0609  DYNAMIC HT  -          53.690 (meters)     176.15  (feet)  COMP
 AX0609  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 AX0609  OBS GRAVITY -     979,238.8   (mgal)                       GRAV_OBS
 AX0609
 AX0609  VERT ORDER  -  FIRST     CLASS I
 AX0609
 AX0609.The horizontal coordinates were scaled from a topographic map and have
 AX0609.an estimated accuracy of +/- 6 seconds.
 AX0609
 AX0609.The orthometric height was determined by differential leveling
 AX0609.and adjusted by the National Geodetic Survey in June 1991..
 AX0609
 AX0609.The geoid height was determined by GEOID03.
 AX0609
 AX0609.The dynamic height is computed by dividing the NAVD 88
 AX0609.geopotential number by the normal gravity value computed on the
 AX0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0609.degrees latitude (g = 980.6199 gals.).
 AX0609
 AX0609.The modeled gravity was interpolated from observed gravity values.
 AX0609.The observed gravity was obtained from relative gravimeter ties
 AX0609.to the IGSN71 gravity network.
 AX0609
 AX0609;                    North         East    Units  Estimated Accuracy
 AX0609;SPC TXSC     - 4,168,810.      818,780.      MT  (+/- 180 meters Scaled)
 AX0609
 AX0609                          SUPERSEDED SURVEY CONTROL
 AX0609
 AX0609  NGVD 29 (??/??/92)   53.759  (m)          176.37   (f) ADJ UNCH    1 1
 AX0609
 AX0609.Superseded values are not recommended for survey control.
 AX0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0609.See file dsdata.txt to determine how the superseded data were derived.
 AX0609
 AX0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT187474(NAD 83)
 AX0609_MARKER: DB = BENCH MARK DISK
 AX0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0609_SP_SET: CULVERT
 AX0609_STAMPING: G 331 RESET 1953
 AX0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0609
 AX0609  HISTORY     - Date     Condition        Report By
 AX0609  HISTORY     - 1953     MONUMENTED       CGS
 AX0609  HISTORY     - 1972     GOOD             NGS
 AX0609  HISTORY     - 19970607 GOOD             USPSQD
 AX0609
 AX0609                          STATION DESCRIPTION
 AX0609
 AX0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0609'7.9 MI NW FROM SPEAKS.
 AX0609'ABOUT 7.9 MILES NORTHWEST ALONG FARM ROAD 530 FROM THE POST OFFICE AND
 AX0609'STORE AT SPEAKS, ABOUT 0.15 MILE SOUTHEAST OF A POND ON THE SOUTHWEST
 AX0609'SIDE OF THE ROAD, 13 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 88
 AX0609'1/2 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A DRIVEWAY WHICH
 AX0609'LEADS SOUTHWEST, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 AX0609'CONCRETE HEADWALL OF A 4- X 8-FOOT BOX CULVERT, AND ABOUT 1/2 FOOT
 AX0609'ABOVE THE LEVEL OF THE ROAD.
 AX0609
 AX0609                          STATION RECOVERY (1997)
 AX0609
 AX0609'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1007 ***********************************************************************
 AN1007  DESIGNATION -  G 332
 AN1007  PID         -  AN1007
 AN1007  STATE/COUNTY-  TX/VICTORIA
 AN1007  USGS QUAD   -  FANNIN (1987)
 AN1007
 AN1007                         *CURRENT SURVEY CONTROL
 AN1007  ___________________________________________________________________
 AN1007* NAD 83(1986)-  28 42 39.     (N)    097 10 06.     (W)     SCALED    
 AN1007* NAVD 88     -        35.05   (+/-2cm)     115.0    (feet)  VERTCON   
 AN1007  ___________________________________________________________________
 AN1007  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN1007
 AN1007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1007
 AN1007.The horizontal coordinates were scaled from a topographic map and have
 AN1007.an estimated accuracy of +/- 6 seconds.
 AN1007
 AN1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1007.The vertical order pertains to the NGVD 29 superseded value.
 AN1007
 AN1007.The geoid height was determined by GEOID03.
 AN1007
 AN1007;                    North         East    Units  Estimated Accuracy
 AN1007;SPC TXSC     - 4,098,650.      778,950.      MT  (+/- 180 meters Scaled)
 AN1007
 AN1007                          SUPERSEDED SURVEY CONTROL
 AN1007
 AN1007  NGVD 29 (??/??/92)   35.145  (m)          115.30   (f) ADJ UNCH    2 0
 AN1007
 AN1007.Superseded values are not recommended for survey control.
 AN1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1007.See file dsdata.txt to determine how the superseded data were derived.
 AN1007
 AN1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS789773(NAD 83)
 AN1007_MARKER: DB = BENCH MARK DISK
 AN1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1007_STAMPING: G 332 1935
 AN1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1007+STABILITY: SURFACE MOTION
 AN1007
 AN1007  HISTORY     - Date     Condition        Report By
 AN1007  HISTORY     - 1935     MONUMENTED       CGS
 AN1007
 AN1007                          STATION DESCRIPTION
 AN1007
 AN1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1007'4.3 MI NE FROM FANNIN.
 AN1007'4.3 MILES NE OF DEPOT AND ALONG THE S P R R 39 FEET E OF CENTER OF
 AN1007'TRACK.  1 FOOT W OF R/W FENCE.  30 FEET S OF CROSSROAD THAT CROSSES
 AN1007'RAILROAD.  600 FEET S OF MILEPOST 103.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0137 ***********************************************************************
 AX0137  DESIGNATION -  G 333
 AX0137  PID         -  AX0137
 AX0137  STATE/COUNTY-  TX/COLORADO
 AX0137  USGS QUAD   -  ALLEYTON (1981)
 AX0137
 AX0137                         *CURRENT SURVEY CONTROL
 AX0137  ___________________________________________________________________
 AX0137* NAD 83(1986)-  29 40 31.     (N)    096 27 17.     (W)     SCALED    
 AX0137* NAVD 88     -        56.32   (+/-2cm)     184.8    (feet)  VERTCON   
 AX0137  ___________________________________________________________________
 AX0137  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0137
 AX0137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0137
 AX0137.The horizontal coordinates were scaled from a topographic map and have
 AX0137.an estimated accuracy of +/- 6 seconds.
 AX0137
 AX0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0137.The vertical order pertains to the NGVD 29 superseded value.
 AX0137
 AX0137.The geoid height was determined by GEOID03.
 AX0137
 AX0137;                    North         East    Units  Estimated Accuracy
 AX0137;SPC TXSC     - 4,206,820.      846,330.      MT  (+/- 180 meters Scaled)
 AX0137
 AX0137                          SUPERSEDED SURVEY CONTROL
 AX0137
 AX0137  NGVD 29 (??/??/92)   56.306  (m)          184.73   (f) ADJ UNCH    2 0
 AX0137
 AX0137.Superseded values are not recommended for survey control.
 AX0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0137.See file dsdata.txt to determine how the superseded data were derived.
 AX0137
 AX0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT463855(NAD 83)
 AX0137_MARKER: DB = BENCH MARK DISK
 AX0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0137_STAMPING: G 333 1935
 AX0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0137+STABILITY: SURFACE MOTION
 AX0137
 AX0137  HISTORY     - Date     Condition        Report By
 AX0137  HISTORY     - 1935     MONUMENTED       CGS
 AX0137
 AX0137                          STATION DESCRIPTION
 AX0137
 AX0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0137'5.9 MI E FROM COLUMBUS.
 AX0137'5.9 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 AX0137'COLUMBUS, COLORADO COUNTY, 0.1 MILE WEST OF MILEPOST 78, AT A
 AX0137'DIRT-ROAD CROSSING, 66 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 14
 AX0137'FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, AND NEAR THE
 AX0137'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 333 1935 AND SET IN
 AX0137'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0936 ***********************************************************************
 AH0936  DESIGNATION -  G 334
 AH0936  PID         -  AH0936
 AH0936  STATE/COUNTY-  TX/JIM WELLS
 AH0936  USGS QUAD   -  ORANGE GROVE (1979)
 AH0936
 AH0936                         *CURRENT SURVEY CONTROL
 AH0936  ___________________________________________________________________
 AH0936* NAD 83(1986)-  27 56 07.     (N)    097 57 00.     (W)     SCALED    
 AH0936* NAVD 88     -        54.594  (meters)     179.11   (feet)  POSTED    
 AH0936  ___________________________________________________________________
 AH0936  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH0936  DYNAMIC HT  -          54.510 (meters)     178.84  (feet)  COMP
 AH0936  MODELED GRAV-     979,118.1   (mgal)                       NAVD 88
 AH0936
 AH0936  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AH0936
 AH0936.The horizontal coordinates were scaled from a topographic map and have
 AH0936.an estimated accuracy of +/- 6 seconds.
 AH0936
 AH0936.The orthometric height was determined by differential leveling
 AH0936.and adjusted by the National Geodetic Survey in 1992..
 AH0936.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AH0936.rate of 1.1 thru 2.0 mm/km.
 AH0936
 AH0936.The geoid height was determined by GEOID03.
 AH0936
 AH0936.The dynamic height is computed by dividing the NAVD 88
 AH0936.geopotential number by the normal gravity value computed on the
 AH0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0936.degrees latitude (g = 980.6199 gals.).
 AH0936
 AH0936.The modeled gravity was interpolated from observed gravity values.
 AH0936
 AH0936;                    North         East    Units  Estimated Accuracy
 AH0936;SPC TX S     - 5,251,470.      354,130.      MT  (+/- 180 meters Scaled)
 AH0936
 AH0936                          SUPERSEDED SURVEY CONTROL
 AH0936
 AH0936  NGVD 29 (??/??/92)   54.672  (m)          179.37   (f) ADJ UNCH    2 0
 AH0936
 AH0936.Superseded values are not recommended for survey control.
 AH0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0936.See file dsdata.txt to determine how the superseded data were derived.
 AH0936
 AH0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR033904(NAD 83)
 AH0936_MARKER: DB = BENCH MARK DISK
 AH0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0936_STAMPING: G 334 1935
 AH0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0936+STABILITY: SURFACE MOTION
 AH0936
 AH0936  HISTORY     - Date     Condition        Report By
 AH0936  HISTORY     - 1935     MONUMENTED       CGS
 AH0936  HISTORY     - 1953     GOOD             NGS
 AH0936
 AH0936                          STATION DESCRIPTION
 AH0936
 AH0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AH0936'1.7 MI S FROM ORANGE GROVE.
 AH0936'1.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AH0936'STATION AT ORANGE GROVE, JIM WELLS COUNTY, 200 FEET SOUTH OF MILEPOST
 AH0936'28, AT THE OVERHEAD CROSSING OF AN EAST-AND-WEST COMMUNICATION LINE,
 AH0936'45 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 5 FEET WEST OF THE
 AH0936'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 334 1935 AND SET IN
 AH0936'THE TOP OF A CONCRETE POST.
 AH0936
 AH0936                          STATION RECOVERY (1953)
 AH0936
 AH0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AH0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0056 ***********************************************************************
 AO0056  DESIGNATION -  G 335
 AO0056  PID         -  AO0056
 AO0056  STATE/COUNTY-  TX/JIM WELLS
 AO0056  USGS QUAD   -  MIDWAY (1963)
 AO0056
 AO0056                         *CURRENT SURVEY CONTROL
 AO0056  ___________________________________________________________________
 AO0056* NAD 83(1986)-  28 00 13.     (N)    098 05 39.     (W)     SCALED    
 AO0056* NAVD 88     -        95.884  (meters)     314.58   (feet)  POSTED    
 AO0056  ___________________________________________________________________
 AO0056  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AO0056  DYNAMIC HT  -          95.740 (meters)     314.11  (feet)  COMP
 AO0056  MODELED GRAV-     979,119.8   (mgal)                       NAVD 88
 AO0056
 AO0056  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AO0056
 AO0056.The horizontal coordinates were scaled from a topographic map and have
 AO0056.an estimated accuracy of +/- 6 seconds.
 AO0056
 AO0056.The orthometric height was determined by differential leveling
 AO0056.and adjusted by the National Geodetic Survey in 1992..
 AO0056.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AO0056.rate of 2.1 thru 3.0 mm/km.
 AO0056
 AO0056.The geoid height was determined by GEOID03.
 AO0056
 AO0056.The dynamic height is computed by dividing the NAVD 88
 AO0056.geopotential number by the normal gravity value computed on the
 AO0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0056.degrees latitude (g = 980.6199 gals.).
 AO0056
 AO0056.The modeled gravity was interpolated from observed gravity values.
 AO0056
 AO0056;                    North         East    Units  Estimated Accuracy
 AO0056;SPC TX S     - 5,258,990.      339,920.      MT  (+/- 180 meters Scaled)
 AO0056
 AO0056                          SUPERSEDED SURVEY CONTROL
 AO0056
 AO0056  NGVD 29 (??/??/92)   95.923  (m)          314.71   (f) ADJ UNCH    2 0
 AO0056
 AO0056.Superseded values are not recommended for survey control.
 AO0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0056.See file dsdata.txt to determine how the superseded data were derived.
 AO0056
 AO0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR890979(NAD 83)
 AO0056_MARKER: DB = BENCH MARK DISK
 AO0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0056_STAMPING: G-335 1935
 AO0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0056+STABILITY: SURFACE MOTION
 AO0056
 AO0056  HISTORY     - Date     Condition        Report By
 AO0056  HISTORY     - 1935     MONUMENTED       CGS
 AO0056  HISTORY     - 1963     MARK NOT FOUND   USGS
 AO0056
 AO0056                          STATION DESCRIPTION
 AO0056
 AO0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0056'17.8 MI N FROM ALICE.
 AO0056'17.8 MILES NORTH OF AND ALONG STATE HIGHWAY 66.  52 FEET WEST OF
 AO0056'CENTER LINE OF HIGHWAY.  JUST INSIDE RIGHT OF WAY FENCE.  25 FEET
 AO0056'NORTH OF A GATE IN RIGHT OF WAY FENCE.  A WIRE GATE BEING OPPOSITE IN
 AO0056'EAST RIGHT OF WAY FENCE.
 AO0056
 AO0056                          STATION RECOVERY (1963)
 AO0056
 AO0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AO0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0525 ***********************************************************************
 BY0525  DESIGNATION -  G 336
 BY0525  PID         -  BY0525
 BY0525  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0525  USGS QUAD   -  VEACH (1984)
 BY0525
 BY0525                         *CURRENT SURVEY CONTROL
 BY0525  ___________________________________________________________________
 BY0525* NAD 83(1986)-  31 11 42.     (N)    094 12 40.     (W)     SCALED    
 BY0525* NAVD 88     -        48.38   (+/-2cm)     158.7    (feet)  VERTCON   
 BY0525  ___________________________________________________________________
 BY0525  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BY0525
 BY0525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0525
 BY0525.The horizontal coordinates were scaled from a topographic map and have
 BY0525.an estimated accuracy of +/- 6 seconds.
 BY0525
 BY0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0525.The vertical order pertains to the NGVD 29 superseded value.
 BY0525
 BY0525.The geoid height was determined by GEOID03.
 BY0525
 BY0525;                    North         East    Units  Estimated Accuracy
 BY0525;SPC TX C     - 3,185,480.    1,283,150.      MT  (+/- 180 meters Scaled)
 BY0525
 BY0525                          SUPERSEDED SURVEY CONTROL
 BY0525
 BY0525  NGVD 29 (??/??/92)   48.403  (m)          158.80   (f) ADJ UNCH    2 0
 BY0525
 BY0525.Superseded values are not recommended for survey control.
 BY0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0525.See file dsdata.txt to determine how the superseded data were derived.
 BY0525
 BY0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ846518(NAD 83)
 BY0525_MARKER: DB = BENCH MARK DISK
 BY0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0525_STAMPING: G 336 1952
 BY0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0525+STABILITY: SURFACE MOTION
 BY0525
 BY0525  HISTORY     - Date     Condition        Report By
 BY0525  HISTORY     - 1952     MONUMENTED       CGS
 BY0525
 BY0525                          STATION DESCRIPTION
 BY0525
 BY0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0525'16.25 MI SE FROM ZAVALLA.
 BY0525'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0525'ZAVALLA, THENCE 3.95 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BY0525'0.35 MILE NORTHEAST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTHEAST ALONG
 BY0525'AN ABANDONED DIRT ROAD, THENCE 0.65 MILE EAST ALONG A GRADED DIRT
 BY0525'ROAD, THENCE 0.1 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.7 MILE
 BY0525'SOUTHEAST ALONG A GRADED DIRT ROAD, 154 FEET WEST OF A POWER POLE, 63
 BY0525'FEET SOUTHWEST OF THE CENTER LINE OF THE GRADED DIRT ROAD, 12.6 FEET
 BY0525'NORTHEAST OF A 12 INCH PINE TREE, 37 FEET SOUTHEAST OF THE EXTENDED
 BY0525'CENTER LINE OF A WOODS ROAD LEADING NORTHEAST, 1.2 FEET EAST OF A
 BY0525'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BY0525'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0447 ***********************************************************************
 BY0447  DESIGNATION -  G 337
 BY0447  PID         -  BY0447
 BY0447  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0447  USGS QUAD   -  BRONSON (1984)
 BY0447
 BY0447                         *CURRENT SURVEY CONTROL
 BY0447  ___________________________________________________________________
 BY0447* NAD 83(1986)-  31 17 43.     (N)    094 03 07.     (W)     SCALED    
 BY0447* NAVD 88     -        94.66   (+/-2cm)     310.6    (feet)  VERTCON   
 BY0447  ___________________________________________________________________
 BY0447  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0447
 BY0447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0447
 BY0447.The horizontal coordinates were scaled from a topographic map and have
 BY0447.an estimated accuracy of +/- 6 seconds.
 BY0447
 BY0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0447.The vertical order pertains to the NGVD 29 superseded value.
 BY0447
 BY0447.The geoid height was determined by GEOID03.
 BY0447
 BY0447;                    North         East    Units  Estimated Accuracy
 BY0447;SPC TX C     - 3,197,420.    1,297,660.      MT  (+/- 180 meters Scaled)
 BY0447
 BY0447                          SUPERSEDED SURVEY CONTROL
 BY0447
 BY0447  NGVD 29 (??/??/92)   94.674  (m)          310.61   (f) ADJ UNCH    2 0
 BY0447
 BY0447.Superseded values are not recommended for survey control.
 BY0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0447.See file dsdata.txt to determine how the superseded data were derived.
 BY0447
 BY0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ998628(NAD 83)
 BY0447_MARKER: DB = BENCH MARK DISK
 BY0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0447_STAMPING: G 337 1952
 BY0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0447+STABILITY: SURFACE MOTION
 BY0447
 BY0447  HISTORY     - Date     Condition        Report By
 BY0447  HISTORY     - 1952     MONUMENTED       CGS
 BY0447
 BY0447                          STATION DESCRIPTION
 BY0447
 BY0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0447'25.1 MI S FROM SAN AUGUSTINE.
 BY0447'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0447'SAN AUGUSTINE, THENCE 10.65 MILES SOUTH ALONG FARM ROAD 705, THENCE
 BY0447'3.6 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A
 BY0447'GRADED DIRT ROAD, THENCE 1.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BY0447'27 FEET NORTHWEST OF THE CENTER LINE OF THE GRADED DIRT ROAD, 17 FEET
 BY0447'NORTHEAST OF THE CENTER LINE OF AN OLD ABANDONED WOODS ROAD, ON TOP OF
 BY0447'A SMALL CLAY MOUND, 11.5 FEET SOUTHWEST OF A 10 INCH PINE TREE, 2 FEET
 BY0447'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0447'PROJECTS 0.1 FOOT ABOVE THE GROUND, 1.0 MILE WEST OF BENCH MARK E 337.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0302 ***********************************************************************
 GK0302  DESIGNATION -  G 338
 GK0302  PID         -  GK0302
 GK0302  STATE/COUNTY-  TX/HANSFORD
 GK0302  USGS QUAD   -  GRUVER (1973)
 GK0302
 GK0302                         *CURRENT SURVEY CONTROL
 GK0302  ___________________________________________________________________
 GK0302* NAD 83(1986)-  36 16 10.     (N)    101 28 46.     (W)     SCALED    
 GK0302* NAVD 88     -       988.832  (meters)    3244.19   (feet)  ADJUSTED  
 GK0302  ___________________________________________________________________
 GK0302  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 GK0302  DYNAMIC HT  -         987.758 (meters)    3240.67  (feet)  COMP
 GK0302  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 GK0302
 GK0302  VERT ORDER  -  SECOND    CLASS 0
 GK0302
 GK0302.The horizontal coordinates were scaled from a topographic map and have
 GK0302.an estimated accuracy of +/- 6 seconds.
 GK0302
 GK0302.The orthometric height was determined by differential leveling
 GK0302.and adjusted by the National Geodetic Survey in June 1991..
 GK0302
 GK0302.The geoid height was determined by GEOID03.
 GK0302
 GK0302.The dynamic height is computed by dividing the NAVD 88
 GK0302.geopotential number by the normal gravity value computed on the
 GK0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0302.degrees latitude (g = 980.6199 gals.).
 GK0302
 GK0302.The modeled gravity was interpolated from observed gravity values.
 GK0302
 GK0302;                    North         East    Units  Estimated Accuracy
 GK0302;SPC TX N     - 1,251,780.      201,850.      MT  (+/- 180 meters Scaled)
 GK0302
 GK0302                          SUPERSEDED SURVEY CONTROL
 GK0302
 GK0302  NGVD 29 (??/??/92)  988.372  (m)         3242.68   (f) ADJ UNCH    2 0
 GK0302
 GK0302.Superseded values are not recommended for survey control.
 GK0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0302.See file dsdata.txt to determine how the superseded data were derived.
 GK0302
 GK0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF772166(NAD 83)
 GK0302_MARKER: DB = BENCH MARK DISK
 GK0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0302_STAMPING: G 338 1952
 GK0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0302+STABILITY: SURFACE MOTION
 GK0302
 GK0302  HISTORY     - Date     Condition        Report By
 GK0302  HISTORY     - 1952     MONUMENTED       CGS
 GK0302
 GK0302                          STATION DESCRIPTION
 GK0302
 GK0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0302'4.35 MI W FROM GRUVER.
 GK0302'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER
 GK0302'THENCE 4.0 MILES WEST ALONG FARM ROAD 289, 77 FEET WEST OF THE CENTER
 GK0302'LINE OF A ROAD LEADING SOUTH, 49 FEET SOUTH OF THE CENTER LINE OF THE
 GK0302'FARM ROAD. 39 FEET WEST OF A FENCE CORNER, 8 FEET WEST OF A TELEPHONE
 GK0302'POLE, 1 FOOT NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN
 GK0302'THE TOP OF CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0198 ***********************************************************************
 GL0198  DESIGNATION -  G 339
 GL0198  PID         -  GL0198
 GL0198  STATE/COUNTY-  TX/SHERMAN
 GL0198  USGS QUAD   -  STRATFORD (1964)
 GL0198
 GL0198                         *CURRENT SURVEY CONTROL
 GL0198  ___________________________________________________________________
 GL0198* NAD 83(1986)-  36 16 13.     (N)    102 04 48.     (W)     SCALED    
 GL0198* NAVD 88     -      1119.774  (meters)    3673.79   (feet)  ADJUSTED  
 GL0198  ___________________________________________________________________
 GL0198  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 GL0198  DYNAMIC HT  -        1118.530 (meters)    3669.71  (feet)  COMP
 GL0198  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 GL0198
 GL0198  VERT ORDER  -  SECOND    CLASS 0
 GL0198
 GL0198.The horizontal coordinates were scaled from a topographic map and have
 GL0198.an estimated accuracy of +/- 6 seconds.
 GL0198
 GL0198.The orthometric height was determined by differential leveling
 GL0198.and adjusted by the National Geodetic Survey in June 1991..
 GL0198
 GL0198.The geoid height was determined by GEOID03.
 GL0198
 GL0198.The dynamic height is computed by dividing the NAVD 88
 GL0198.geopotential number by the normal gravity value computed on the
 GL0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0198.degrees latitude (g = 980.6199 gals.).
 GL0198
 GL0198.The modeled gravity was interpolated from observed gravity values.
 GL0198
 GL0198;                    North         East    Units  Estimated Accuracy
 GL0198;SPC TX N     - 1,252,020.      147,880.      MT  (+/- 180 meters Scaled)
 GL0198
 GL0198                          SUPERSEDED SURVEY CONTROL
 GL0198
 GL0198.No superseded survey control is available for this station.
 GL0198
 GL0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA623178(NAD 83)
 GL0198_MARKER: DB = BENCH MARK DISK
 GL0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0198_STAMPING: G 339 1952
 GL0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0198+STABILITY: SURFACE MOTION
 GL0198
 GL0198  HISTORY     - Date     Condition        Report By
 GL0198  HISTORY     - 1952     MONUMENTED       CGS
 GL0198
 GL0198                          STATION DESCRIPTION
 GL0198
 GL0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0198'6.5 MI SW FROM STRATFORD.
 GL0198'4.65 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 GL0198'HIGHWAY 54 AT STRATFORD, THENCE 0.85 MILE WEST ALONG A GRADED DIRT
 GL0198'ROAD, THENCE 1.0 MILE WEST ALONG A TRACK ROAD, 43 FEET NORTH OF THE
 GL0198'CENTER LINE OF A TRAIL, 24 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST
 GL0198'OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0198'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2787 ***********************************************************************
 AW2787  DESIGNATION -  G 34
 AW2787  PID         -  AW2787
 AW2787  STATE/COUNTY-  TX/CHAMBERS
 AW2787  USGS QUAD   -  ANAHUAC (1993)
 AW2787
 AW2787                         *CURRENT SURVEY CONTROL
 AW2787  ___________________________________________________________________
 AW2787* NAD 83(1986)-  29 47 14.     (N)    094 38 21.     (W)     SCALED    
 AW2787* NAVD 88     -         6.45   (+/-2cm)      21.2    (feet)  VERTCON   
 AW2787  ___________________________________________________________________
 AW2787  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2787
 AW2787  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2787
 AW2787.The horizontal coordinates were scaled from a topographic map and have
 AW2787.an estimated accuracy of +/- 6 seconds.
 AW2787
 AW2787.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2787.The vertical order pertains to the NGVD 29 superseded value.
 AW2787
 AW2787.The geoid height was determined by GEOID03.
 AW2787
 AW2787;                    North         East    Units  Estimated Accuracy
 AW2787;SPC TXSC     - 4,224,400.    1,021,510.      MT  (+/- 180 meters Scaled)
 AW2787
 AW2787                          SUPERSEDED SURVEY CONTROL
 AW2787
 AW2787  NGVD 29 (??/??/92)    6.455  (m)           21.18   (f) ADJ UNCH    1 2
 AW2787
 AW2787.Superseded values are not recommended for survey control.
 AW2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2787.See file dsdata.txt to determine how the superseded data were derived.
 AW2787
 AW2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN415963(NAD 83)
 AW2787_MARKER: P = PIPE CAP
 AW2787_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2787_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2787
 AW2787  HISTORY     - Date     Condition        Report By
 AW2787  HISTORY     - UNK      MONUMENTED       USGS
 AW2787  HISTORY     - 1959     GOOD             NGS
 AW2787  HISTORY     - 19960923 MARK NOT FOUND   USPSQD
 AW2787  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2787  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW2787
 AW2787                          STATION DESCRIPTION
 AW2787
 AW2787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2787'3.15 MI W FROM MONROE CITY.
 AW2787'ABOUT 3.15 MILES WEST ALONG STATE HIGHWAY 73T FROM THE POSTOFFICE AT
 AW2787'MONROE CITY, ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY
 AW2787'61 AND FARM ROAD 562, 144 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW2787'HIGHWAY, 12 1/2 FEET NORTHEAST OF THE EAST CORNER OF AN ABANDONED
 AW2787'BRICK GARAGE, 9 1/2 FEET NORTHWEST OF A FENCE, THE HIGH POINT OF A
 AW2787'REDUCER WHICH IS WELDED ON THE TOP OF A 2-INCH PIPE PROJECTING 1.4
 AW2787'FEET.
 AW2787
 AW2787                          STATION RECOVERY (1996)
 AW2787
 AW2787'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2787'MARK NOT FOUND.
 AW2787
 AW2787                          STATION RECOVERY (2001)
 AW2787
 AW2787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2787'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2787
 AW2787                          STATION RECOVERY (2004)
 AW2787
 AW2787'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1224 ***********************************************************************
 AY1224  DESIGNATION -  G 34 USGS
 AY1224  PID         -  AY1224
 AY1224  STATE/COUNTY-  TX/MEDINA
 AY1224  USGS QUAD   -  D'HANIS (1970)
 AY1224
 AY1224                         *CURRENT SURVEY CONTROL
 AY1224  ___________________________________________________________________
 AY1224* NAD 83(1986)-  29 20 48.     (N)    099 22 09.     (W)     SCALED    
 AY1224* NAVD 88     -       304.852  (meters)    1000.17   (feet)  POSTED    
 AY1224  ___________________________________________________________________
 AY1224  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AY1224  DYNAMIC HT  -         304.410 (meters)     998.72  (feet)  COMP
 AY1224  MODELED GRAV-     979,180.4   (mgal)                       NAVD 88
 AY1224
 AY1224  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1224
 AY1224.The horizontal coordinates were scaled from a topographic map and have
 AY1224.an estimated accuracy of +/- 6 seconds.
 AY1224
 AY1224.The orthometric height was determined by differential leveling
 AY1224.and adjusted by the National Geodetic Survey in 1992..
 AY1224.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1224.rate of 1.1 thru 2.0 mm/km.
 AY1224
 AY1224.The geoid height was determined by GEOID03.
 AY1224
 AY1224.The dynamic height is computed by dividing the NAVD 88
 AY1224.geopotential number by the normal gravity value computed on the
 AY1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1224.degrees latitude (g = 980.6199 gals.).
 AY1224
 AY1224.The modeled gravity was interpolated from observed gravity values.
 AY1224
 AY1224;                    North         East    Units  Estimated Accuracy
 AY1224;SPC TXSC     - 4,167,770.      564,150.      MT  (+/- 180 meters Scaled)
 AY1224
 AY1224                          SUPERSEDED SURVEY CONTROL
 AY1224
 AY1224  NGVD 29 (??/??/92)  304.733  (m)          999.78   (f) ADJ UNCH    1 2
 AY1224
 AY1224.Superseded values are not recommended for survey control.
 AY1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1224.See file dsdata.txt to determine how the superseded data were derived.
 AY1224
 AY1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT641464(NAD 83)
 AY1224_MARKER: P = PIPE CAP
 AY1224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY1224_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY1224_STAMPING: G 34 999.58 S A 6
 AY1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1224
 AY1224  HISTORY     - Date     Condition        Report By
 AY1224  HISTORY     - UNK      MONUMENTED       USGS
 AY1224  HISTORY     - 1957     GOOD             NGS
 AY1224  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1224  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1224  HISTORY     - 19970430 MARK NOT FOUND   USPSQD
 AY1224  HISTORY     - 20011113 MARK NOT FOUND   USPSQD
 AY1224
 AY1224                          STATION DESCRIPTION
 AY1224
 AY1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1224'6.15 MI E FROM SABINAL.
 AY1224'6.15 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1224'STATION AT SABINAL, 50 FEET NORTH OF A POWER POLE, 31 FEET SOUTHEAST
 AY1224'OF THE SOUTHEAST RAIL, 17.5 FEET NORTHWEST OF A FENCE, 6.7 FEET
 AY1224'NORTHWEST OF THE 8TH POLE SOUTHWEST OF MILEPOST 273, 8 FEET BELOW THE
 AY1224'TOP OF THE RAILS, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 AY1224'IS PAINTED WHITE AND PROJECTS 1.2 FEET ABOVE THE GROUND.
 AY1224
 AY1224                          STATION RECOVERY (1982)
 AY1224
 AY1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1224'MARK NOT SEARCHED FOR THIS SURVEY, OFF MAIN LEVEL LINE.
 AY1224
 AY1224                          STATION RECOVERY (1988)
 AY1224
 AY1224'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1224'MARK NOT FOUND.
 AY1224
 AY1224                          STATION RECOVERY (1997)
 AY1224
 AY1224'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1224'MARK NOT FOUND.
 AY1224
 AY1224                          STATION RECOVERY (2001)
 AY1224
 AY1224'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0230 ***********************************************************************
 CA0230  DESIGNATION -  G 340
 CA0230  PID         -  CA0230
 CA0230  STATE/COUNTY-  TX/SAN SABA
 CA0230  USGS QUAD   -  BEAR HOLLOW (1959)
 CA0230
 CA0230                         *CURRENT SURVEY CONTROL
 CA0230  ___________________________________________________________________
 CA0230* NAD 83(1986)-  31 03 24.     (N)    098 43 50.     (W)     SCALED    
 CA0230* NAVD 88     -       462.671  (meters)    1517.95   (feet)  ADJUSTED  
 CA0230  ___________________________________________________________________
 CA0230  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CA0230  DYNAMIC HT  -         462.055 (meters)    1515.93  (feet)  COMP
 CA0230  MODELED GRAV-     979,294.9   (mgal)                       NAVD 88
 CA0230
 CA0230  VERT ORDER  -  SECOND    CLASS 0
 CA0230
 CA0230.The horizontal coordinates were scaled from a topographic map and have
 CA0230.an estimated accuracy of +/- 6 seconds.
 CA0230
 CA0230.The orthometric height was determined by differential leveling
 CA0230.and adjusted by the National Geodetic Survey in June 1991..
 CA0230
 CA0230.The geoid height was determined by GEOID03.
 CA0230
 CA0230.The dynamic height is computed by dividing the NAVD 88
 CA0230.geopotential number by the normal gravity value computed on the
 CA0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0230.degrees latitude (g = 980.6199 gals.).
 CA0230
 CA0230.The modeled gravity was interpolated from observed gravity values.
 CA0230
 CA0230;                    North         East    Units  Estimated Accuracy
 CA0230;SPC TX C     - 3,155,190.      852,960.      MT  (+/- 180 meters Scaled)
 CA0230
 CA0230                          SUPERSEDED SURVEY CONTROL
 CA0230
 CA0230  NGVD 29 (??/??/92)  462.610  (m)         1517.75   (f) ADJ UNCH    2 0
 CA0230
 CA0230.Superseded values are not recommended for survey control.
 CA0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0230.See file dsdata.txt to determine how the superseded data were derived.
 CA0230
 CA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV257359(NAD 83)
 CA0230_MARKER: DB = BENCH MARK DISK
 CA0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0230_SP_SET: ABUTMENT
 CA0230_STAMPING: G 340 1935
 CA0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0230
 CA0230  HISTORY     - Date     Condition        Report By
 CA0230  HISTORY     - 1935     MONUMENTED       CGS
 CA0230  HISTORY     - 1955     GOOD             USGS
 CA0230
 CA0230                          STATION DESCRIPTION
 CA0230
 CA0230'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0230'5.2 MI N FROM CHEROKEE.
 CA0230'CHEROKEE, 5.2 MI. NORTH OF POST OFFICE ALONG STATE HWY. 16.  SAN SABA,
 CA0230'9.7 MI. SOUTH OF COURTHOUSE ALONG STATE HWY. 16.  IN THE TOP OF THE NW
 CA0230'CONCRETE ABUTMENT OF CONCRETE BRIDGE OVER BUFFALO CREEK.  14 FT. NW
 CA0230'CENTERLINE HWY.  A STD. DISK STAMPED G 340 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0554 ***********************************************************************
 CA0554  DESIGNATION -  G 341
 CA0554  PID         -  CA0554
 CA0554  STATE/COUNTY-  TX/MCCULLOCH
 CA0554  USGS QUAD   -  ROCHELLE (1979)
 CA0554
 CA0554                         *CURRENT SURVEY CONTROL
 CA0554  ___________________________________________________________________
 CA0554* NAD 83(1986)-  31 12 44.     (N)    099 09 25.     (W)     SCALED    
 CA0554* NAVD 88     -       504.556  (meters)    1655.36   (feet)  ADJUSTED  
 CA0554  ___________________________________________________________________
 CA0554  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CA0554  DYNAMIC HT  -         503.877 (meters)    1653.14  (feet)  COMP
 CA0554  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 CA0554
 CA0554  VERT ORDER  -  SECOND    CLASS 0
 CA0554
 CA0554.The horizontal coordinates were scaled from a topographic map and have
 CA0554.an estimated accuracy of +/- 6 seconds.
 CA0554
 CA0554.The orthometric height was determined by differential leveling
 CA0554.and adjusted by the National Geodetic Survey in June 1991..
 CA0554
 CA0554.The geoid height was determined by GEOID03.
 CA0554
 CA0554.The dynamic height is computed by dividing the NAVD 88
 CA0554.geopotential number by the normal gravity value computed on the
 CA0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0554.degrees latitude (g = 980.6199 gals.).
 CA0554
 CA0554.The modeled gravity was interpolated from observed gravity values.
 CA0554
 CA0554;                    North         East    Units  Estimated Accuracy
 CA0554;SPC TX C     - 3,171,930.      812,090.      MT  (+/- 180 meters Scaled)
 CA0554
 CA0554                          SUPERSEDED SURVEY CONTROL
 CA0554
 CA0554  NGVD 29 (??/??/92)  504.481  (m)         1655.12   (f) ADJ UNCH    2 0
 CA0554
 CA0554.Superseded values are not recommended for survey control.
 CA0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0554.See file dsdata.txt to determine how the superseded data were derived.
 CA0554
 CA0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV850531(NAD 83)
 CA0554_MARKER: DB = BENCH MARK DISK
 CA0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0554_STAMPING: G 341 1935
 CA0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0554+STABILITY: SURFACE MOTION
 CA0554
 CA0554  HISTORY     - Date     Condition        Report By
 CA0554  HISTORY     - 1935     MONUMENTED       CGS
 CA0554
 CA0554                          STATION DESCRIPTION
 CA0554
 CA0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0554'12.0 MI E FROM BRADY.
 CA0554'12 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. 38 YARDS N.W. OF
 CA0554'MILE POST 54.  23 YARDS N.W. OF CENTER OF THE TRACK.  1 YARD S.E. OF
 CA0554'THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0010 ***********************************************************************
 AO0010  DESIGNATION -  G 342
 AO0010  PID         -  AO0010
 AO0010  STATE/COUNTY-  TX/WILSON
 AO0010  USGS QUAD   -  THREE OAKS (1961)
 AO0010
 AO0010                         *CURRENT SURVEY CONTROL
 AO0010  ___________________________________________________________________
 AO0010* NAD 83(1986)-  28 56 39.     (N)    098 13 41.     (W)     SCALED    
 AO0010* NAVD 88     -       101.587  (meters)     333.29   (feet)  ADJUSTED  
 AO0010  ___________________________________________________________________
 AO0010  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AO0010  DYNAMIC HT  -         101.440 (meters)     332.81  (feet)  COMP
 AO0010  MODELED GRAV-     979,202.3   (mgal)                       NAVD 88
 AO0010
 AO0010  VERT ORDER  -  SECOND    CLASS 0
 AO0010
 AO0010.The horizontal coordinates were scaled from a topographic map and have
 AO0010.an estimated accuracy of +/- 6 seconds.
 AO0010
 AO0010.The orthometric height was determined by differential leveling
 AO0010.and adjusted by the National Geodetic Survey in June 1991..
 AO0010
 AO0010.The geoid height was determined by GEOID03.
 AO0010
 AO0010.The dynamic height is computed by dividing the NAVD 88
 AO0010.geopotential number by the normal gravity value computed on the
 AO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0010.degrees latitude (g = 980.6199 gals.).
 AO0010
 AO0010.The modeled gravity was interpolated from observed gravity values.
 AO0010
 AO0010;                    North         East    Units  Estimated Accuracy
 AO0010;SPC TXSC     - 4,123,360.      675,250.      MT  (+/- 180 meters Scaled)
 AO0010
 AO0010                          SUPERSEDED SURVEY CONTROL
 AO0010
 AO0010  NGVD 29 (??/??/92)  101.535  (m)          333.12   (f) ADJ UNCH    2 0
 AO0010
 AO0010.Superseded values are not recommended for survey control.
 AO0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0010.See file dsdata.txt to determine how the superseded data were derived.
 AO0010
 AO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT752020(NAD 83)
 AO0010_MARKER: DB = BENCH MARK DISK
 AO0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0010_STAMPING: G 342 1935
 AO0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0010+STABILITY: SURFACE MOTION
 AO0010
 AO0010  HISTORY     - Date     Condition        Report By
 AO0010  HISTORY     - 1935     MONUMENTED       CGS
 AO0010  HISTORY     - 1960     MARK NOT FOUND   USGS
 AO0010
 AO0010                          STATION DESCRIPTION
 AO0010
 AO0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0010'14.6 MI SW FROM POTH.
 AO0010'14.6 MILES SW OF AND ALONG THE MCCOY ROAD.  AT A CROSSROAD.  12 YARDS
 AO0010'NE OF CENTER OF MCCOY ROAD.  12 YARDS SE OF CENTER OF CROSSROAD.  6
 AO0010'YARDS SE OF FENCE CORNER.
 AO0010
 AO0010                          STATION RECOVERY (1960)
 AO0010
 AO0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AO0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0033 ***********************************************************************
 AO0033  DESIGNATION -  G 343
 AO0033  PID         -  AO0033
 AO0033  STATE/COUNTY-  TX/ATASCOSA
 AO0033  USGS QUAD   -  MC COY (1985)
 AO0033
 AO0033                         *CURRENT SURVEY CONTROL
 AO0033  ___________________________________________________________________
 AO0033* NAD 83(1986)-  28 50 06.     (N)    098 20 36.     (W)     SCALED    
 AO0033* NAVD 88     -        85.486  (meters)     280.47   (feet)  ADJUSTED  
 AO0033  ___________________________________________________________________
 AO0033  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AO0033  DYNAMIC HT  -          85.362 (meters)     280.06  (feet)  COMP
 AO0033  MODELED GRAV-     979,190.5   (mgal)                       NAVD 88
 AO0033
 AO0033  VERT ORDER  -  SECOND    CLASS 0
 AO0033
 AO0033.The horizontal coordinates were scaled from a topographic map and have
 AO0033.an estimated accuracy of +/- 6 seconds.
 AO0033
 AO0033.The orthometric height was determined by differential leveling
 AO0033.and adjusted by the National Geodetic Survey in June 1991..
 AO0033
 AO0033.The geoid height was determined by GEOID03.
 AO0033
 AO0033.The dynamic height is computed by dividing the NAVD 88
 AO0033.geopotential number by the normal gravity value computed on the
 AO0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0033.degrees latitude (g = 980.6199 gals.).
 AO0033
 AO0033.The modeled gravity was interpolated from observed gravity values.
 AO0033
 AO0033;                    North         East    Units  Estimated Accuracy
 AO0033;SPC TXSC     - 4,111,190.      664,080.      MT  (+/- 180 meters Scaled)
 AO0033
 AO0033                          SUPERSEDED SURVEY CONTROL
 AO0033
 AO0033  NGVD 29 (??/??/92)   85.452  (m)          280.35   (f) ADJ UNCH    2 0
 AO0033
 AO0033.Superseded values are not recommended for survey control.
 AO0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0033.See file dsdata.txt to determine how the superseded data were derived.
 AO0033
 AO0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS640898(NAD 83)
 AO0033_MARKER: DB = BENCH MARK DISK
 AO0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0033_SP_SET: CULVERT
 AO0033_STAMPING: G 343 1935
 AO0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0033
 AO0033  HISTORY     - Date     Condition        Report By
 AO0033  HISTORY     - 1935     MONUMENTED       CGS
 AO0033
 AO0033                          STATION DESCRIPTION
 AO0033
 AO0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0033'1.8 MI S FROM MC COY.
 AO0033'1.8 MILES S OF AND ALONG THE M P R R 100 YARDS SE OF MILEPOST 48.  4
 AO0033'YARDS E OF CENTER OF TRACK.  DISK IS SET HORIZONTALLY IN SE CORNER OF
 AO0033'E END OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0174 ***********************************************************************
 AE0174  DESIGNATION -  G 344
 AE0174  PID         -  AE0174
 AE0174  STATE/COUNTY-  TX/BROOKS
 AE0174  USGS QUAD   -  ENCINO (1982)
 AE0174
 AE0174                         *CURRENT SURVEY CONTROL
 AE0174  ___________________________________________________________________
 AE0174* NAD 83(1986)-  26 55 50.     (N)    098 08 07.     (W)     SCALED    
 AE0174* NAVD 88     -        39.601  (meters)     129.92   (feet)  ADJUSTED  
 AE0174  ___________________________________________________________________
 AE0174  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AE0174  DYNAMIC HT  -          39.538 (meters)     129.72  (feet)  COMP
 AE0174  MODELED GRAV-     979,050.9   (mgal)                       NAVD 88
 AE0174
 AE0174  VERT ORDER  -  SECOND    CLASS 0
 AE0174
 AE0174.The horizontal coordinates were scaled from a topographic map and have
 AE0174.an estimated accuracy of +/- 6 seconds.
 AE0174
 AE0174.The orthometric height was determined by differential leveling
 AE0174.and adjusted by the National Geodetic Survey in June 1991..
 AE0174
 AE0174.The geoid height was determined by GEOID03.
 AE0174
 AE0174.The dynamic height is computed by dividing the NAVD 88
 AE0174.geopotential number by the normal gravity value computed on the
 AE0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0174.degrees latitude (g = 980.6199 gals.).
 AE0174
 AE0174.The modeled gravity was interpolated from observed gravity values.
 AE0174
 AE0174;                    North         East    Units  Estimated Accuracy
 AE0174;SPC TX S     - 5,140,080.      336,220.      MT  (+/- 180 meters Scaled)
 AE0174
 AE0174                          SUPERSEDED SURVEY CONTROL
 AE0174
 AE0174  NGVD 29 (??/??/92)   39.702  (m)          130.26   (f) ADJ UNCH    2 0
 AE0174
 AE0174.Superseded values are not recommended for survey control.
 AE0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0174.See file dsdata.txt to determine how the superseded data were derived.
 AE0174
 AE0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ858790(NAD 83)
 AE0174_MARKER: DB = BENCH MARK DISK
 AE0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0174_STAMPING: G 344 1935
 AE0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0174+STABILITY: SURFACE MOTION
 AE0174
 AE0174  HISTORY     - Date     Condition        Report By
 AE0174  HISTORY     - 1935     MONUMENTED       CGS
 AE0174  HISTORY     - 1942     GOOD             NGS
 AE0174  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0174
 AE0174                          STATION DESCRIPTION
 AE0174
 AE0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0174'0.5 MI S FROM ENCINO.
 AE0174'TO REACH FROM THE GRADE SCHOOL AT ENCINOP-- PROCEED 0.5 MILE SOUTHERLY
 AE0174'ALONG U.S. HIGHWAY NO. 281 TO THE SITE OF THE BENCH MARK. BENCH MARK
 AE0174'IS 91.0 FEET WEST OF AND ABOUT 5.0 FEET ABOVE THE CENTERLINE OF THE
 AE0174'HIGHWAY, 12.0 FEET WEST OF RIGHT-OF-WAY FENCE AND 3.0 FEET SOUTH OF A
 AE0174'4X4-INCH WOODEN MARKER POST.  A STD. DISK SET IN CONCRETE POST
 AE0174'PROJECTING 0.4 FOOT.
 AE0174
 AE0174                          STATION RECOVERY (1962)
 AE0174
 AE0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0081 ***********************************************************************
 BY0081  DESIGNATION -  G 345
 BY0081  PID         -  BY0081
 BY0081  STATE/COUNTY-  TX/SHELBY
 BY0081  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY0081
 BY0081                         *CURRENT SURVEY CONTROL
 BY0081  ___________________________________________________________________
 BY0081* NAD 83(1986)-  31 57 57.     (N)    094 02 37.     (W)     SCALED    
 BY0081* NAVD 88     -        62.734  (meters)     205.82   (feet)  ADJUSTED  
 BY0081  ___________________________________________________________________
 BY0081  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BY0081  DYNAMIC HT  -          62.662 (meters)     205.58  (feet)  COMP
 BY0081  MODELED GRAV-     979,483.4   (mgal)                       NAVD 88
 BY0081
 BY0081  VERT ORDER  -  FIRST     CLASS II
 BY0081
 BY0081.The horizontal coordinates were scaled from a topographic map and have
 BY0081.an estimated accuracy of +/- 6 seconds.
 BY0081
 BY0081.The orthometric height was determined by differential leveling
 BY0081.and adjusted by the National Geodetic Survey in June 1991..
 BY0081.WARNING-Repeat measurements at this control monument indicate possible
 BY0081.vertical movement.
 BY0081
 BY0081.The geoid height was determined by GEOID03.
 BY0081
 BY0081.The dynamic height is computed by dividing the NAVD 88
 BY0081.geopotential number by the normal gravity value computed on the
 BY0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0081.degrees latitude (g = 980.6199 gals.).
 BY0081
 BY0081.The modeled gravity was interpolated from observed gravity values.
 BY0081
 BY0081;                    North         East    Units  Estimated Accuracy
 BY0081;SPC TX C     - 3,271,690.    1,294,250.      MT  (+/- 180 meters Scaled)
 BY0081
 BY0081                          SUPERSEDED SURVEY CONTROL
 BY0081
 BY0081  NGVD 29 (??/??/??)   62.788  (m)          206.00   (f) ADJUSTED    1 2
 BY0081
 BY0081.Superseded values are not recommended for survey control.
 BY0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0081.See file dsdata.txt to determine how the superseded data were derived.
 BY0081
 BY0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR013371(NAD 83)
 BY0081_MARKER: DB = BENCH MARK DISK
 BY0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0081_STAMPING: G 345 1952
 BY0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0081+STABILITY: SURFACE MOTION
 BY0081
 BY0081  HISTORY     - Date     Condition        Report By
 BY0081  HISTORY     - 1952     MONUMENTED       CGS
 BY0081  HISTORY     - 1979     GOOD             NGS
 BY0081
 BY0081                          STATION DESCRIPTION
 BY0081
 BY0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0081'0.7 MI E FROM JOAQUIN.
 BY0081'0.7 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0081'STATION AT JOAQUIN, 110 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD,
 BY0081'62 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 25.5 FEET
 BY0081'NORTH OF THE NORTH RAIL, 12 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 BY0081'DIRT ROAD LEADING EAST TO A FARMHOUSE, 4.5 FEET WEST OF A TELEPHONE
 BY0081'POLE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0081'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0081
 BY0081                          STATION RECOVERY (1979)
 BY0081
 BY0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0081'OMIT-0.7 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BY0081'THE STATION IN JOAQUIN.
 BY0081'ADD-0.8 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE IN
 BY0081'JOAQUIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1424 ***********************************************************************
 FL1424  DESIGNATION -  G 346
 FL1424  PID         -  FL1424
 FL1424  STATE/COUNTY-  TX/HUTCHINSON
 FL1424  USGS QUAD   -  POLLARD CREEK NE (1974)
 FL1424
 FL1424                         *CURRENT SURVEY CONTROL
 FL1424  ___________________________________________________________________
 FL1424* NAD 83(1986)-  35 57 54.     (N)    101 35 47.     (W)     SCALED    
 FL1424* NAVD 88     -      1021.337  (meters)    3350.84   (feet)  ADJUSTED  
 FL1424  ___________________________________________________________________
 FL1424  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FL1424  DYNAMIC HT  -        1020.193 (meters)    3347.08  (feet)  COMP
 FL1424  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 FL1424
 FL1424  VERT ORDER  -  SECOND    CLASS 0
 FL1424
 FL1424.The horizontal coordinates were scaled from a topographic map and have
 FL1424.an estimated accuracy of +/- 6 seconds.
 FL1424
 FL1424.The orthometric height was determined by differential leveling
 FL1424.and adjusted by the National Geodetic Survey in June 1991..
 FL1424
 FL1424.The geoid height was determined by GEOID03.
 FL1424
 FL1424.The dynamic height is computed by dividing the NAVD 88
 FL1424.geopotential number by the normal gravity value computed on the
 FL1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1424.degrees latitude (g = 980.6199 gals.).
 FL1424
 FL1424.The modeled gravity was interpolated from observed gravity values.
 FL1424
 FL1424;                    North         East    Units  Estimated Accuracy
 FL1424;SPC TX N     - 1,218,000.      191,310.      MT  (+/- 180 meters Scaled)
 FL1424
 FL1424                          SUPERSEDED SURVEY CONTROL
 FL1424
 FL1424  NGVD 29 (??/??/92) 1020.851  (m)         3349.24   (f) ADJ UNCH    2 0
 FL1424
 FL1424.Superseded values are not recommended for survey control.
 FL1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1424.See file dsdata.txt to determine how the superseded data were derived.
 FL1424
 FL1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE658831(NAD 83)
 FL1424_MARKER: DB = BENCH MARK DISK
 FL1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1424_STAMPING: G 346 1952
 FL1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1424+STABILITY: SURFACE MOTION
 FL1424
 FL1424  HISTORY     - Date     Condition        Report By
 FL1424  HISTORY     - 1952     MONUMENTED       CGS
 FL1424  HISTORY     - 1974     POOR             USGS
 FL1424
 FL1424                          STATION DESCRIPTION
 FL1424
 FL1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1424'8.8 MI W FROM PRINGLE.
 FL1424'8.8 MILES WEST ALONG FARM ROAD 1598 FROM ITS JUNCTION WITH FARM ROAD
 FL1424'278 AT PRINGLE, 49 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 70
 FL1424'FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 51 FEET
 FL1424'EAST OF A PIPE LINE, 1 FOOT NORTH OF A FENCE, 3 FEET WEST OF A WITNESS
 FL1424'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 FL1424'THE GROUND.
 FL1424
 FL1424                          STATION RECOVERY (1974)
 FL1424
 FL1424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FL1424'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1475 ***********************************************************************
 FL1475  DESIGNATION -  G 347
 FL1475  PID         -  FL1475
 FL1475  STATE/COUNTY-  TX/MOORE
 FL1475  USGS QUAD   -  DUMAS NORTH (1965)
 FL1475
 FL1475                         *CURRENT SURVEY CONTROL
 FL1475  ___________________________________________________________________
 FL1475* NAD 83(1986)-  35 53 38.     (N)    101 54 49.     (W)     SCALED    
 FL1475* NAVD 88     -      1097.507  (meters)    3600.74   (feet)  ADJUSTED  
 FL1475  ___________________________________________________________________
 FL1475  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1475  DYNAMIC HT  -        1096.242 (meters)    3596.59  (feet)  COMP
 FL1475  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 FL1475
 FL1475  VERT ORDER  -  SECOND    CLASS 0
 FL1475
 FL1475.The horizontal coordinates were scaled from a topographic map and have
 FL1475.an estimated accuracy of +/- 6 seconds.
 FL1475
 FL1475.The orthometric height was determined by differential leveling
 FL1475.and adjusted by the National Geodetic Survey in June 1991..
 FL1475
 FL1475.The geoid height was determined by GEOID03.
 FL1475
 FL1475.The dynamic height is computed by dividing the NAVD 88
 FL1475.geopotential number by the normal gravity value computed on the
 FL1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1475.degrees latitude (g = 980.6199 gals.).
 FL1475
 FL1475.The modeled gravity was interpolated from observed gravity values.
 FL1475
 FL1475;                    North         East    Units  Estimated Accuracy
 FL1475;SPC TX N     - 1,210,180.      162,660.      MT  (+/- 180 meters Scaled)
 FL1475
 FL1475                          SUPERSEDED SURVEY CONTROL
 FL1475
 FL1475  NGVD 29 (??/??/92) 1096.970  (m)         3598.98   (f) ADJ UNCH    2 0
 FL1475
 FL1475.Superseded values are not recommended for survey control.
 FL1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1475.See file dsdata.txt to determine how the superseded data were derived.
 FL1475
 FL1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE370761(NAD 83)
 FL1475_MARKER: DB = BENCH MARK DISK
 FL1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1475_STAMPING: G 347 1952
 FL1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1475+STABILITY: SURFACE MOTION
 FL1475
 FL1475  HISTORY     - Date     Condition        Report By
 FL1475  HISTORY     - 1952     MONUMENTED       CGS
 FL1475
 FL1475                          STATION DESCRIPTION
 FL1475
 FL1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1475'6.1 MI NE FROM DUMAS.
 FL1475'2.5 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE COURTHOUSE AT DUMAS,
 FL1475'THENCE 3.6 MILES EAST ALONG A GRADED DIRT ROAD, 0.1 MILE NORTHEAST OF
 FL1475'A FARMHOUSE, 60 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 10 FEET
 FL1475'WEST OF A FENCE LEADING SOUTH, 104 FEET SOUTHWEST OF A POWER POLE, 30
 FL1475'FEET SOUTH OF A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE
 FL1475'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0142 ***********************************************************************
 GL0142  DESIGNATION -  G 348
 GL0142  PID         -  GL0142
 GL0142  STATE/COUNTY-  TX/HARTLEY
 GL0142  USGS QUAD   -  EXUM (1965)
 GL0142
 GL0142                         *CURRENT SURVEY CONTROL
 GL0142  ___________________________________________________________________
 GL0142* NAD 83(1986)-  36 02 27.     (N)    102 14 51.     (W)     SCALED    
 GL0142* NAVD 88     -      1167.003  (meters)    3828.74   (feet)  ADJUSTED  
 GL0142  ___________________________________________________________________
 GL0142  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 GL0142  DYNAMIC HT  -        1165.659 (meters)    3824.33  (feet)  COMP
 GL0142  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 GL0142
 GL0142  VERT ORDER  -  SECOND    CLASS 0
 GL0142
 GL0142.The horizontal coordinates were scaled from a topographic map and have
 GL0142.an estimated accuracy of +/- 6 seconds.
 GL0142
 GL0142.The orthometric height was determined by differential leveling
 GL0142.and adjusted by the National Geodetic Survey in June 1991..
 GL0142
 GL0142.The geoid height was determined by GEOID03.
 GL0142
 GL0142.The dynamic height is computed by dividing the NAVD 88
 GL0142.geopotential number by the normal gravity value computed on the
 GL0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0142.degrees latitude (g = 980.6199 gals.).
 GL0142
 GL0142.The modeled gravity was interpolated from observed gravity values.
 GL0142
 GL0142;                    North         East    Units  Estimated Accuracy
 GL0142;SPC TX N     - 1,226,660.      132,640.      MT  (+/- 180 meters Scaled)
 GL0142
 GL0142                          SUPERSEDED SURVEY CONTROL
 GL0142
 GL0142  NGVD 29 (??/??/92) 1166.45   (m)         3826.9    (f) COMPUTED    2 0
 GL0142
 GL0142.Superseded values are not recommended for survey control.
 GL0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0142.See file dsdata.txt to determine how the superseded data were derived.
 GL0142
 GL0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV479919(NAD 83)
 GL0142_MARKER: DB = BENCH MARK DISK
 GL0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0142_STAMPING: G 348 1952
 GL0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0142+STABILITY: SURFACE MOTION
 GL0142
 GL0142  HISTORY     - Date     Condition        Report By
 GL0142  HISTORY     - 1952     MONUMENTED       CGS
 GL0142
 GL0142                          STATION DESCRIPTION
 GL0142
 GL0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0142'14.3 MI S FROM CONLEN.
 GL0142'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0142'HIGHWAY 54 AT CONLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GL0142'THENCE 0.6 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES SOUTH
 GL0142'ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE EAST ALONG A GRADED DIRT
 GL0142'ROAD, THENCE 2.0 MILES SOUTH ALONG A NORTH AND SOUTH FENCE, 61 FEET
 GL0142'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 29.3 FEET NORTH OF
 GL0142'A FENCE CORNER, 1 FOOT EAST OF A FENCE LEADING NORTH, 2 FEET SOUTH OF
 GL0142'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GL0142'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0860 ***********************************************************************
 AY0860  DESIGNATION -  G 35
 AY0860  PID         -  AY0860
 AY0860  STATE/COUNTY-  TX/MEDINA
 AY0860  USGS QUAD   -  CASTROVILLE (1982)
 AY0860
 AY0860                         *CURRENT SURVEY CONTROL
 AY0860  ___________________________________________________________________
 AY0860* NAD 83(1986)-  29 20 58.     (N)    098 59 43.     (W)     SCALED    
 AY0860* NAVD 88     -       301.057  (meters)     987.72   (feet)  POSTED    
 AY0860  ___________________________________________________________________
 AY0860  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AY0860  DYNAMIC HT  -         300.620 (meters)     986.28  (feet)  COMP
 AY0860  MODELED GRAV-     979,182.7   (mgal)                       NAVD 88
 AY0860
 AY0860  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0860
 AY0860.The horizontal coordinates were scaled from a topographic map and have
 AY0860.an estimated accuracy of +/- 6 seconds.
 AY0860
 AY0860.The orthometric height was determined by differential leveling
 AY0860.and adjusted by the National Geodetic Survey in 1992..
 AY0860.No vertical observational check was made to the station.
 AY0860.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0860.was located on a no-check spur therefore a value was not computed.
 AY0860
 AY0860.The geoid height was determined by GEOID03.
 AY0860
 AY0860.The dynamic height is computed by dividing the NAVD 88
 AY0860.geopotential number by the normal gravity value computed on the
 AY0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0860.degrees latitude (g = 980.6199 gals.).
 AY0860
 AY0860.The modeled gravity was interpolated from observed gravity values.
 AY0860
 AY0860;                    North         East    Units  Estimated Accuracy
 AY0860;SPC TXSC     - 4,168,030.      600,460.      MT  (+/- 180 meters Scaled)
 AY0860
 AY0860                          SUPERSEDED SURVEY CONTROL
 AY0860
 AY0860  NGVD 29 (??/??/92)  300.90   (m)          987.2    (f) COMPUTED    1 2
 AY0860
 AY0860.Superseded values are not recommended for survey control.
 AY0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0860.See file dsdata.txt to determine how the superseded data were derived.
 AY0860
 AY0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT004467(NAD 83)
 AY0860_MARKER: DB = BENCH MARK DISK
 AY0860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0860_SP_SET: CULVERT
 AY0860_STAMPING: G 35 1917 987.30
 AY0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0860
 AY0860  HISTORY     - Date     Condition        Report By
 AY0860  HISTORY     - 1917     MONUMENTED       CGS
 AY0860  HISTORY     - 1957     MARK NOT FOUND   NGS
 AY0860  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 AY0860
 AY0860                          STATION DESCRIPTION
 AY0860
 AY0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0860'0.3 MI W FROM DUNLAY.
 AY0860'0.3 MILE WEST OF DUNLAY, MEDINA COUNTY, ON THE SOUTHERN PACIFIC
 AY0860'RAILROAD, A LITTLE EAST OF MILEPOST 249, 65 FEET EAST OF A ROAD
 AY0860'CROSSING, 13 FEET SOUTH OF THE TRACK, AND ON THE SOUTH PARAPET OF
 AY0860'CULVERT NO. 248-C.  A STANDARD DISK, STAMPED G 35 1917 987.30, AND SET
 AY0860'IN THE CONCRETE.  NOTE-- IT MAY HAVE BEEN DESTROYED OR PUT UNDER A 3
 AY0860'FOOT FILL WHEN A SIDE TRACK WAS PUT IN AND THE CULVERT WAS LENGTHENED.
 AY0860
 AY0860                          STATION RECOVERY (1997)
 AY0860
 AY0860'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0185 ***********************************************************************
 AE0185  DESIGNATION -  G 351
 AE0185  PID         -  AE0185
 AE0185  STATE/COUNTY-  TX/BROOKS
 AE0185  USGS QUAD   -  CALLO PADRONES (1982)
 AE0185
 AE0185                         *CURRENT SURVEY CONTROL
 AE0185  ___________________________________________________________________
 AE0185* NAD 83(1986)-  26 47 28.     (N)    098 06 36.     (W)     SCALED    
 AE0185* NAVD 88     -        20.792  (meters)      68.22   (feet)  ADJUSTED  
 AE0185  ___________________________________________________________________
 AE0185  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AE0185  DYNAMIC HT  -          20.759 (meters)      68.11  (feet)  COMP
 AE0185  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AE0185
 AE0185  VERT ORDER  -  SECOND    CLASS 0
 AE0185
 AE0185.The horizontal coordinates were scaled from a topographic map and have
 AE0185.an estimated accuracy of +/- 6 seconds.
 AE0185
 AE0185.The orthometric height was determined by differential leveling
 AE0185.and adjusted by the National Geodetic Survey in June 1991..
 AE0185
 AE0185.The geoid height was determined by GEOID03.
 AE0185
 AE0185.The dynamic height is computed by dividing the NAVD 88
 AE0185.geopotential number by the normal gravity value computed on the
 AE0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0185.degrees latitude (g = 980.6199 gals.).
 AE0185
 AE0185.The modeled gravity was interpolated from observed gravity values.
 AE0185
 AE0185;                    North         East    Units  Estimated Accuracy
 AE0185;SPC TX S     - 5,124,640.      338,780.      MT  (+/- 180 meters Scaled)
 AE0185
 AE0185                          SUPERSEDED SURVEY CONTROL
 AE0185
 AE0185  NGVD 29 (??/??/92)   20.904  (m)           68.58   (f) ADJ UNCH    2 0
 AE0185
 AE0185.Superseded values are not recommended for survey control.
 AE0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0185.See file dsdata.txt to determine how the superseded data were derived.
 AE0185
 AE0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ884636(NAD 83)
 AE0185_MARKER: DB = BENCH MARK DISK
 AE0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0185_STAMPING: G-351
 AE0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0185+STABILITY: SURFACE MOTION
 AE0185
 AE0185  HISTORY     - Date     Condition        Report By
 AE0185  HISTORY     - UNK      MONUMENTED       CGS
 AE0185  HISTORY     - 1935     GOOD             NGS
 AE0185  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0185
 AE0185                          STATION DESCRIPTION
 AE0185
 AE0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0185'7.0 MI S FROM RACHAL.
 AE0185'7.0 MILES SOUTH OF AND ALONG U. S. HIGHWAY 281.  73 FEET WEST OF
 AE0185'CENTER LINE OF ROAD.  4 FEET WEST OF FENCE.  5 FEET WEST OF A ROW OF
 AE0185'TELEPHONE POLES.
 AE0185
 AE0185                          STATION RECOVERY (1962)
 AE0185
 AE0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0481 ***********************************************************************
 AE0481  DESIGNATION -  G 352
 AE0481  PID         -  AE0481
 AE0481  STATE/COUNTY-  TX/HIDALGO
 AE0481  USGS QUAD   -  EDINBURG (1983)
 AE0481
 AE0481                         *CURRENT SURVEY CONTROL
 AE0481  ___________________________________________________________________
 AE0481* NAD 83(1986)-  26 20 14.     (N)    098 09 18.     (W)     SCALED    
 AE0481* NAVD 88     -        26.832  (meters)      88.03   (feet)  ADJUSTED  
 AE0481  ___________________________________________________________________
 AE0481  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0481  DYNAMIC HT  -          26.788 (meters)      87.89  (feet)  COMP
 AE0481  MODELED GRAV-     979,018.8   (mgal)                       NAVD 88
 AE0481
 AE0481  VERT ORDER  -  SECOND    CLASS 0
 AE0481
 AE0481.The horizontal coordinates were scaled from a topographic map and have
 AE0481.an estimated accuracy of +/- 6 seconds.
 AE0481
 AE0481.The orthometric height was determined by differential leveling
 AE0481.and adjusted by the National Geodetic Survey in June 1991..
 AE0481
 AE0481.The geoid height was determined by GEOID03.
 AE0481
 AE0481.The dynamic height is computed by dividing the NAVD 88
 AE0481.geopotential number by the normal gravity value computed on the
 AE0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0481.degrees latitude (g = 980.6199 gals.).
 AE0481
 AE0481.The modeled gravity was interpolated from observed gravity values.
 AE0481
 AE0481;                    North         East    Units  Estimated Accuracy
 AE0481;SPC TX S     - 5,074,340.      334,440.      MT  (+/- 180 meters Scaled)
 AE0481
 AE0481                          SUPERSEDED SURVEY CONTROL
 AE0481
 AE0481  NGVD 29 (??/??/92)   26.947  (m)           88.41   (f) ADJ UNCH    2 0
 AE0481
 AE0481.Superseded values are not recommended for survey control.
 AE0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0481.See file dsdata.txt to determine how the superseded data were derived.
 AE0481
 AE0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ843133(NAD 83)
 AE0481_MARKER: DB = BENCH MARK DISK
 AE0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0481_STAMPING: G-352
 AE0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0481+STABILITY: SURFACE MOTION
 AE0481
 AE0481  HISTORY     - Date     Condition        Report By
 AE0481  HISTORY     - UNK      MONUMENTED       CGS
 AE0481  HISTORY     - 1935     GOOD             NGS
 AE0481  HISTORY     - 1942     MARK NOT FOUND   NGS
 AE0481
 AE0481                          STATION DESCRIPTION
 AE0481
 AE0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0481'2.5 MI N FROM EDINBURG.
 AE0481'2.5 MILES NORTH OF AND ALONG U. S. HIGHWAY 281.  AT ROAD CROSSING. 30
 AE0481'FEET EAST OF U. S. HIGHWAY 281.  33 FEET NORTH OF A DIRT ROAD. NEAR A
 AE0481'LIGHT AND POWER POLE.
 AE0481
 AE0481                          STATION RECOVERY (1942)
 AE0481
 AE0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AE0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0144 ***********************************************************************
 FL0144  DESIGNATION -  G 353
 FL0144  PID         -  FL0144
 FL0144  STATE/COUNTY-  TX/WHEELER
 FL0144  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0144
 FL0144                         *CURRENT SURVEY CONTROL
 FL0144  ___________________________________________________________________
 FL0144* NAD 83(1986)-  35 12 48.     (N)    100 14 49.     (W)     SCALED    
 FL0144* NAVD 88     -       712.486  (meters)    2337.55   (feet)  ADJUSTED  
 FL0144  ___________________________________________________________________
 FL0144  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL0144  DYNAMIC HT  -         711.746 (meters)    2335.12  (feet)  COMP
 FL0144  MODELED GRAV-     979,571.3   (mgal)                       NAVD 88
 FL0144
 FL0144  VERT ORDER  -  FIRST     CLASS II
 FL0144
 FL0144.The horizontal coordinates were scaled from a topographic map and have
 FL0144.an estimated accuracy of +/- 6 seconds.
 FL0144
 FL0144.The orthometric height was determined by differential leveling
 FL0144.and adjusted by the National Geodetic Survey in June 1991..
 FL0144
 FL0144.The geoid height was determined by GEOID03.
 FL0144
 FL0144.The dynamic height is computed by dividing the NAVD 88
 FL0144.geopotential number by the normal gravity value computed on the
 FL0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0144.degrees latitude (g = 980.6199 gals.).
 FL0144
 FL0144.The modeled gravity was interpolated from observed gravity values.
 FL0144
 FL0144;                    North         East    Units  Estimated Accuracy
 FL0144;SPC TX N     - 1,135,330.      314,080.      MT  (+/- 180 meters Scaled)
 FL0144
 FL0144                          SUPERSEDED SURVEY CONTROL
 FL0144
 FL0144  NGVD 29 (??/??/92)  712.198  (m)         2336.60   (f) ADJ UNCH    1 2
 FL0144
 FL0144.Superseded values are not recommended for survey control.
 FL0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0144.See file dsdata.txt to determine how the superseded data were derived.
 FL0144
 FL0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD865974(NAD 83)
 FL0144_MARKER: DB = BENCH MARK DISK
 FL0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0144_STAMPING: G 353 1953
 FL0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0144+STABILITY: SURFACE MOTION
 FL0144
 FL0144  HISTORY     - Date     Condition        Report By
 FL0144  HISTORY     - 1953     MONUMENTED       CGS
 FL0144  HISTORY     - 1955     GOOD             NGS
 FL0144
 FL0144                          STATION DESCRIPTION
 FL0144
 FL0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0144'0.1 MI W FROM SHAMROCK.
 FL0144'0.1 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0144'THE STATION AT SHAMROCK, 176 FEET NORTHEAST OF THE CENTER OF THE
 FL0144'CROSSING OF MADDEN STREET, 102.6 FEET NORTH OF THE NORTH RAIL OF THE
 FL0144'MAIN TRACK, 81 FEET SOUTH OF THE CENTER LINE OF RAILROAD AVENUE, 18.7
 FL0144'FEET WEST OF A TELEPHONE POLE, 2.8 FEET NORTHEAST OF A WITNESS POST,
 FL0144'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 FL0144'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0306 ***********************************************************************
 FL0306  DESIGNATION -  G 354
 FL0306  PID         -  FL0306
 FL0306  STATE/COUNTY-  TX/GRAY
 FL0306  USGS QUAD   -  ALANREED (1976)
 FL0306
 FL0306                         *CURRENT SURVEY CONTROL
 FL0306  ___________________________________________________________________
 FL0306* NAD 83(1986)-  35 13 28.     (N)    100 38 03.     (W)     SCALED    
 FL0306* NAVD 88     -       889.481  (meters)    2918.24   (feet)  ADJUSTED  
 FL0306  ___________________________________________________________________
 FL0306  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL0306  DYNAMIC HT  -         888.511 (meters)    2915.06  (feet)  COMP
 FL0306  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 FL0306
 FL0306  VERT ORDER  -  FIRST     CLASS II
 FL0306
 FL0306.The horizontal coordinates were scaled from a topographic map and have
 FL0306.an estimated accuracy of +/- 6 seconds.
 FL0306
 FL0306.The orthometric height was determined by differential leveling
 FL0306.and adjusted by the National Geodetic Survey in June 1991..
 FL0306
 FL0306.The geoid height was determined by GEOID03.
 FL0306
 FL0306.The dynamic height is computed by dividing the NAVD 88
 FL0306.geopotential number by the normal gravity value computed on the
 FL0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0306.degrees latitude (g = 980.6199 gals.).
 FL0306
 FL0306.The modeled gravity was interpolated from observed gravity values.
 FL0306
 FL0306;                    North         East    Units  Estimated Accuracy
 FL0306;SPC TX N     - 1,136,180.      278,820.      MT  (+/- 180 meters Scaled)
 FL0306
 FL0306                          SUPERSEDED SURVEY CONTROL
 FL0306
 FL0306  NGVD 29 (??/??/92)  889.127  (m)         2917.08   (f) ADJ UNCH    1 2
 FL0306
 FL0306.Superseded values are not recommended for survey control.
 FL0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0306.See file dsdata.txt to determine how the superseded data were derived.
 FL0306
 FL0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD512991(NAD 83)
 FL0306_MARKER: DB = BENCH MARK DISK
 FL0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0306_STAMPING: G 354 1953
 FL0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0306+STABILITY: SURFACE MOTION
 FL0306
 FL0306  HISTORY     - Date     Condition        Report By
 FL0306  HISTORY     - 1953     MONUMENTED       CGS
 FL0306
 FL0306                          STATION DESCRIPTION
 FL0306
 FL0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0306'2.1 MI SW FROM MCLEAN.
 FL0306'2.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0306'RAILROAD FROM THE STATION AT MCLEAN, 14 POLES SOUTHWEST OF MILEPOST
 FL0306'689, 53.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 98 FEET SOUTHEAST OF
 FL0306'THE CENTER LINE OF OLD U.S. HIGHWAY 66, 15.6 FEET WEST OF A TELEPHONE
 FL0306'POLE, 2.4 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 FL0306'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0437 ***********************************************************************
 FL0437  DESIGNATION -  G 355
 FL0437  PID         -  FL0437
 FL0437  STATE/COUNTY-  TX/GRAY
 FL0437  USGS QUAD   -  ALANREED (1976)
 FL0437
 FL0437                         *CURRENT SURVEY CONTROL
 FL0437  ___________________________________________________________________
 FL0437* NAD 83(1986)-  35 13 31.     (N)    100 44 03.     (W)     SCALED    
 FL0437* NAVD 88     -       918.151  (meters)    3012.30   (feet)  ADJUSTED  
 FL0437  ___________________________________________________________________
 FL0437  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL0437  DYNAMIC HT  -         917.143 (meters)    3008.99  (feet)  COMP
 FL0437  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 FL0437
 FL0437  VERT ORDER  -  FIRST     CLASS II
 FL0437
 FL0437.The horizontal coordinates were scaled from a topographic map and have
 FL0437.an estimated accuracy of +/- 6 seconds.
 FL0437
 FL0437.The orthometric height was determined by differential leveling
 FL0437.and adjusted by the National Geodetic Survey in June 1991..
 FL0437
 FL0437.The geoid height was determined by GEOID03.
 FL0437
 FL0437.The dynamic height is computed by dividing the NAVD 88
 FL0437.geopotential number by the normal gravity value computed on the
 FL0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0437.degrees latitude (g = 980.6199 gals.).
 FL0437
 FL0437.The modeled gravity was interpolated from observed gravity values.
 FL0437
 FL0437;                    North         East    Units  Estimated Accuracy
 FL0437;SPC TX N     - 1,136,200.      269,710.      MT  (+/- 180 meters Scaled)
 FL0437
 FL0437                          SUPERSEDED SURVEY CONTROL
 FL0437
 FL0437  NGVD 29 (??/??/92)  917.785  (m)         3011.10   (f) ADJ UNCH    1 2
 FL0437
 FL0437.Superseded values are not recommended for survey control.
 FL0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0437.See file dsdata.txt to determine how the superseded data were derived.
 FL0437
 FL0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD421994(NAD 83)
 FL0437_MARKER: DB = BENCH MARK DISK
 FL0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0437_STAMPING: G 355 1953
 FL0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0437+STABILITY: SURFACE MOTION
 FL0437
 FL0437  HISTORY     - Date     Condition        Report By
 FL0437  HISTORY     - 1953     MONUMENTED       CGS
 FL0437  HISTORY     - 1955     GOOD             NGS
 FL0437
 FL0437                          STATION DESCRIPTION
 FL0437
 FL0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0437'1.0 MI N FROM ALANREED.
 FL0437'1.0 MILE NORTH ALONG STATE HIGHWAY 291 FROM THE CHICAGO, ROCK ISLAND
 FL0437'AND PACIFIC RAILROAD STATION SIGN AT ALANREED, 300 FEET EAST OF AN
 FL0437'AIRWAY BEACON, 74 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET
 FL0437'EAST OF THE CENTER LINE OF AN ABANDONED ROAD LEADING NORTH, 23 FEET
 FL0437'NORTH OF THE CENTER OF A GATE, 0.8 FOOT EAST OF A FENCE, 2.7 FEET
 FL0437'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0437'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0315 ***********************************************************************
 AO0315  DESIGNATION -  G 356
 AO0315  PID         -  AO0315
 AO0315  STATE/COUNTY-  TX/LA SALLE
 AO0315  USGS QUAD   -  CHARCO MARRANO CREEK (1974)
 AO0315
 AO0315                         *CURRENT SURVEY CONTROL
 AO0315  ___________________________________________________________________
 AO0315* NAD 83(1986)-  28 18 30.     (N)    099 05 28.     (W)     SCALED    
 AO0315* NAVD 88     -       108.237  (meters)     355.11   (feet)  POSTED    
 AO0315  ___________________________________________________________________
 AO0315  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AO0315  DYNAMIC HT  -         108.070 (meters)     354.56  (feet)  COMP
 AO0315  MODELED GRAV-     979,133.3   (mgal)                       NAVD 88
 AO0315
 AO0315  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0315
 AO0315.The horizontal coordinates were scaled from a topographic map and have
 AO0315.an estimated accuracy of +/- 6 seconds.
 AO0315
 AO0315.The orthometric height was determined by differential leveling
 AO0315.and adjusted by the National Geodetic Survey in 1992..
 AO0315.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0315.rate of 1.1 thru 2.0 mm/km.
 AO0315
 AO0315.The geoid height was determined by GEOID03.
 AO0315
 AO0315.The dynamic height is computed by dividing the NAVD 88
 AO0315.geopotential number by the normal gravity value computed on the
 AO0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0315.degrees latitude (g = 980.6199 gals.).
 AO0315
 AO0315.The modeled gravity was interpolated from observed gravity values.
 AO0315
 AO0315;                    North         East    Units  Estimated Accuracy
 AO0315;SPC TXSC     - 4,052,650.      591,060.      MT  (+/- 180 meters Scaled)
 AO0315
 AO0315                          SUPERSEDED SURVEY CONTROL
 AO0315
 AO0315  NGVD 29 (??/??/92)  108.158  (m)          354.85   (f) ADJ UNCH    2 0
 AO0315
 AO0315.Superseded values are not recommended for survey control.
 AO0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0315.See file dsdata.txt to determine how the superseded data were derived.
 AO0315
 AO0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS910313(NAD 83)
 AO0315_MARKER: DB = BENCH MARK DISK
 AO0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0315_STAMPING: G-356 1935
 AO0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0315+STABILITY: SURFACE MOTION
 AO0315
 AO0315  HISTORY     - Date     Condition        Report By
 AO0315  HISTORY     - 1935     MONUMENTED       CGS
 AO0315  HISTORY     - 1974     POOR             USGS
 AO0315
 AO0315                          STATION DESCRIPTION
 AO0315
 AO0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0315'14.3 MI SE FROM COTULLA.
 AO0315'14.3 MILES SOUTHEAST OF AND ALONG RIVER ROAD.  ABOUT 0.4 MILE N. OF A
 AO0315'LARGE TWO-STORY FARM HOUSE THAT STANDS AT POINT WHERE ROAD TURNS FROM
 AO0315'E. TO N.   54 FT. W. OF CENTERLINE OF ROAD.  SET IN TOP OF A CONCRETE
 AO0315'POST.
 AO0315
 AO0315                          STATION RECOVERY (1974)
 AO0315
 AO0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0315'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0694 ***********************************************************************
 AJ0694  DESIGNATION -  G 357
 AJ0694  PID         -  AJ0694
 AJ0694  STATE/COUNTY-  TX/DUVAL
 AJ0694  USGS QUAD   -  FREER NORTH (1971)
 AJ0694
 AJ0694                         *CURRENT SURVEY CONTROL
 AJ0694  ___________________________________________________________________
 AJ0694* NAD 83(1986)-  27 54 43.     (N)    098 37 06.     (W)     SCALED    
 AJ0694* NAVD 88     -       166.336  (meters)     545.72   (feet)  POSTED    
 AJ0694  ___________________________________________________________________
 AJ0694  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AJ0694  DYNAMIC HT  -         166.080 (meters)     544.88  (feet)  COMP
 AJ0694  MODELED GRAV-     979,097.6   (mgal)                       NAVD 88
 AJ0694
 AJ0694  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0694
 AJ0694.The horizontal coordinates were scaled from a topographic map and have
 AJ0694.an estimated accuracy of +/- 6 seconds.
 AJ0694
 AJ0694.The orthometric height was determined by differential leveling
 AJ0694.and adjusted by the National Geodetic Survey in 1992..
 AJ0694.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0694.rate of 1.1 thru 2.0 mm/km.
 AJ0694
 AJ0694.The geoid height was determined by GEOID03.
 AJ0694
 AJ0694.The dynamic height is computed by dividing the NAVD 88
 AJ0694.geopotential number by the normal gravity value computed on the
 AJ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0694.degrees latitude (g = 980.6199 gals.).
 AJ0694
 AJ0694.The modeled gravity was interpolated from observed gravity values.
 AJ0694
 AJ0694;                    North         East    Units  Estimated Accuracy
 AJ0694;SPC TX S     - 5,248,770.      288,350.      MT  (+/- 180 meters Scaled)
 AJ0694
 AJ0694                          SUPERSEDED SURVEY CONTROL
 AJ0694
 AJ0694  NGVD 29 (??/??/92)  166.344  (m)          545.75   (f) ADJ UNCH    2 0
 AJ0694
 AJ0694.Superseded values are not recommended for survey control.
 AJ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0694.See file dsdata.txt to determine how the superseded data were derived.
 AJ0694
 AJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR375875(NAD 83)
 AJ0694_MARKER: DB = BENCH MARK DISK
 AJ0694_SETTING: 0 = UNSPECIFIED SETTING
 AJ0694_STAMPING: G-357 1935
 AJ0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0694
 AJ0694  HISTORY     - Date     Condition        Report By
 AJ0694  HISTORY     - 1935     MONUMENTED       CGS
 AJ0694  HISTORY     - 1971     MARK NOT FOUND   USGS
 AJ0694
 AJ0694                          STATION DESCRIPTION
 AJ0694
 AJ0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0694'2.3 MI NW FROM FREER.
 AJ0694'2.3 MI. NORTHWEST OF AND ALONG OLD ROAD TO OIL FIELD.  IN FRONT OF A
 AJ0694'FARM HOUSE.  18 YDS. E. OF ROAD.  35 YDS N. E. OF ENTRANCE TO FARM
 AJ0694'YARD.
 AJ0694
 AJ0694                          STATION RECOVERY (1971)
 AJ0694
 AJ0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AJ0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0113 ***********************************************************************
 BA0113  DESIGNATION -  G 358
 BA0113  PID         -  BA0113
 BA0113  STATE/COUNTY-  TX/BREWSTER
 BA0113  USGS QUAD   -  SMOKY CREEK (1971)
 BA0113
 BA0113                         *CURRENT SURVEY CONTROL
 BA0113  ___________________________________________________________________
 BA0113* NAD 83(1986)-  29 05 22.     (N)    103 26 50.     (W)     SCALED    
 BA0113* NAVD 88     -       701.912  (meters)    2302.86   (feet)  ADJUSTED  
 BA0113  ___________________________________________________________________
 BA0113  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BA0113  DYNAMIC HT  -         700.768 (meters)    2299.10  (feet)  COMP
 BA0113  MODELED GRAV-     978,991.1   (mgal)                       NAVD 88
 BA0113
 BA0113  VERT ORDER  -  FIRST     CLASS II
 BA0113
 BA0113.The horizontal coordinates were scaled from a topographic map and have
 BA0113.an estimated accuracy of +/- 6 seconds.
 BA0113
 BA0113.The orthometric height was determined by differential leveling
 BA0113.and adjusted by the National Geodetic Survey in June 1991..
 BA0113
 BA0113.The geoid height was determined by GEOID03.
 BA0113
 BA0113.The dynamic height is computed by dividing the NAVD 88
 BA0113.geopotential number by the normal gravity value computed on the
 BA0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0113.degrees latitude (g = 980.6199 gals.).
 BA0113
 BA0113.The modeled gravity was interpolated from observed gravity values.
 BA0113
 BA0113;                    North         East    Units  Estimated Accuracy
 BA0113;SPC TXSC     - 4,147,440.      167,200.      MT  (+/- 180 meters Scaled)
 BA0113
 BA0113                          SUPERSEDED SURVEY CONTROL
 BA0113
 BA0113  NGVD 29 (??/??/92)  701.499  (m)         2301.50   (f) ADJ UNCH    1 2
 BA0113
 BA0113.Superseded values are not recommended for survey control.
 BA0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0113.See file dsdata.txt to determine how the superseded data were derived.
 BA0113
 BA0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN511188(NAD 83)
 BA0113_MARKER: DB = BENCH MARK DISK
 BA0113_SETTING: 66 = SET IN ROCK OUTCROP
 BA0113_SP_SET: OUTCROP
 BA0113_STAMPING: G 358 1943
 BA0113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0113+STABILITY: POSITION/ELEVATION WELL
 BA0113
 BA0113  HISTORY     - Date     Condition        Report By
 BA0113  HISTORY     - 1943     MONUMENTED       CGS
 BA0113  HISTORY     - 1958     GOOD             NGS
 BA0113
 BA0113                          STATION DESCRIPTION
 BA0113
 BA0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0113'5.85 MI SE FROM CASTOLON.
 BA0113'ABOUT 5.85 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0113'OFFICE AT CASTOLON, IN THE TOP OF THE WEST END OF A SANDSTONE OUTCROP,
 BA0113'28 FEET SOUTH OF THE CENTER LINE OF THE OLD ROAD, 119 1/2 FEET NORTH
 BA0113'OF THE CENTER LINE OF THE NEW ROAD, ON THE WEST SLOPE OF A HILL, ABOUT
 BA0113'108 YARDS EAST OF THE JUNCTION OF THE NEW AND OLD ROAD, 2 FEET ABOVE
 BA0113'THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1058 ***********************************************************************
 FL1058  DESIGNATION -  G 361
 FL1058  PID         -  FL1058
 FL1058  STATE/COUNTY-  TX/POTTER
 FL1058  USGS QUAD   -  PULLMAN (1973)
 FL1058
 FL1058                         *CURRENT SURVEY CONTROL
 FL1058  ___________________________________________________________________
 FL1058* NAD 83(1986)-  35 12 51.     (N)    101 37 50.     (W)     SCALED    
 FL1058* NAVD 88     -      1081.854  (meters)    3549.38   (feet)  ADJUSTED  
 FL1058  ___________________________________________________________________
 FL1058  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1058  DYNAMIC HT  -        1080.566 (meters)    3545.16  (feet)  COMP
 FL1058  MODELED GRAV-     979,407.1   (mgal)                       NAVD 88
 FL1058
 FL1058  VERT ORDER  -  FIRST     CLASS II
 FL1058
 FL1058.The horizontal coordinates were scaled from a topographic map and have
 FL1058.an estimated accuracy of +/- 6 seconds.
 FL1058
 FL1058.The orthometric height was determined by differential leveling
 FL1058.and adjusted by the National Geodetic Survey in June 1991..
 FL1058
 FL1058.The geoid height was determined by GEOID03.
 FL1058
 FL1058.The dynamic height is computed by dividing the NAVD 88
 FL1058.geopotential number by the normal gravity value computed on the
 FL1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1058.degrees latitude (g = 980.6199 gals.).
 FL1058
 FL1058.The modeled gravity was interpolated from observed gravity values.
 FL1058
 FL1058;                    North         East    Units  Estimated Accuracy
 FL1058;SPC TX N     - 1,134,700.      188,110.      MT  (+/- 180 meters Scaled)
 FL1058
 FL1058                          SUPERSEDED SURVEY CONTROL
 FL1058
 FL1058  NGVD 29 (??/??/92) 1081.345  (m)         3547.71   (f) ADJ UNCH    1 2
 FL1058
 FL1058.Superseded values are not recommended for survey control.
 FL1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1058.See file dsdata.txt to determine how the superseded data were derived.
 FL1058
 FL1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD605999(NAD 83)
 FL1058_MARKER: DB = BENCH MARK DISK
 FL1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1058_STAMPING: G 361 1943
 FL1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1058+STABILITY: SURFACE MOTION
 FL1058
 FL1058  HISTORY     - Date     Condition        Report By
 FL1058  HISTORY     - 1943     MONUMENTED       CGS
 FL1058  HISTORY     - 1957     GOOD             NGS
 FL1058  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1058
 FL1058                          STATION DESCRIPTION
 FL1058
 FL1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FL1058'5.3 MI W FROM YARNALL.
 FL1058'IN POTTER COUNTY, 5.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 FL1058'PACIFIC RAILROAD FROM THE STATION AT YARNALL, CARSON COUNTY, 0.8 MILE
 FL1058'WEST OF A DIRT-ROAD CROSSING, 0.4 MILE WEST OF THE CARSON-POTTER
 FL1058'COUNTY LINE, OPPOSITE MILEPOST 749, 92 FEET SOUTH OF THE SOUTH RAIL, 3
 FL1058'FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 3 FEET EAST OF A WHITE
 FL1058'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 361 1943 AND SET IN
 FL1058'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FL1058
 FL1058                          STATION RECOVERY (1984)
 FL1058
 FL1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0482 ***********************************************************************
 EN0482  DESIGNATION -  G 362
 EN0482  PID         -  EN0482
 EN0482  STATE/COUNTY-  TX/ARMSTRONG
 EN0482  USGS QUAD   -  PONY FLATS (1984)
 EN0482
 EN0482                         *CURRENT SURVEY CONTROL
 EN0482  ___________________________________________________________________
 EN0482* NAD 83(1986)-  34 52 32.     (N)    101 35 47.     (W)     SCALED    
 EN0482* NAVD 88     -       812.030  (meters)    2664.14   (feet)  ADJUSTED  
 EN0482  ___________________________________________________________________
 EN0482  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 EN0482  DYNAMIC HT  -         811.045 (meters)    2660.90  (feet)  COMP
 EN0482  MODELED GRAV-     979,396.6   (mgal)                       NAVD 88
 EN0482
 EN0482  VERT ORDER  -  SECOND    CLASS 0
 EN0482
 EN0482.The horizontal coordinates were scaled from a topographic map and have
 EN0482.an estimated accuracy of +/- 6 seconds.
 EN0482
 EN0482.The orthometric height was determined by differential leveling
 EN0482.and adjusted by the National Geodetic Survey in June 1991..
 EN0482
 EN0482.The geoid height was determined by GEOID03.
 EN0482
 EN0482.The dynamic height is computed by dividing the NAVD 88
 EN0482.geopotential number by the normal gravity value computed on the
 EN0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0482.degrees latitude (g = 980.6199 gals.).
 EN0482
 EN0482.The modeled gravity was interpolated from observed gravity values.
 EN0482
 EN0482;                    North         East    Units  Estimated Accuracy
 EN0482;SPC TX N     - 1,097,140.      191,190.      MT  (+/- 180 meters Scaled)
 EN0482
 EN0482                          SUPERSEDED SURVEY CONTROL
 EN0482
 EN0482  NGVD 29 (??/??/92)  811.568  (m)         2662.62   (f) ADJ UNCH    2 0
 EN0482
 EN0482.Superseded values are not recommended for survey control.
 EN0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0482.See file dsdata.txt to determine how the superseded data were derived.
 EN0482
 EN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD626623(NAD 83)
 EN0482_MARKER: DB = BENCH MARK DISK
 EN0482_SETTING: 80 = SET IN A BOULDER
 EN0482_STAMPING: G 362 1943
 EN0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0482+STABILITY: SURFACE MOTION
 EN0482
 EN0482  HISTORY     - Date     Condition        Report By
 EN0482  HISTORY     - 1943     MONUMENTED       CGS
 EN0482
 EN0482                          STATION DESCRIPTION
 EN0482
 EN0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0482'25.7 MI SE FROM CANYON.
 EN0482'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0482'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 5.7 MILES EAST AND
 EN0482'SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  0.5 MILE
 EN0482'SOUTHEAST OF ROCK CHIMNEY, 0.1 MILE NORTHWEST OF A CREEK CROSSING,
 EN0482'ABOUT 90 YARDS NORTHEAST OF A WAGON ROAD, ON A 20-FOOT BLUFF ON THE
 EN0482'NORTHEAST SIDE OF THE RIVER FLAT, IN THE TOP OF AN OUTCROPPING
 EN0482'SANDSTONE BOULDER, AND ABOUT 15 FEET HIGHER THAN THE FLOOR OF THE
 EN0482'CANYON.  A STANDARD DISK, STAMPED G 362 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0411 ***********************************************************************
 FL0411  DESIGNATION -  G 363
 FL0411  PID         -  FL0411
 FL0411  STATE/COUNTY-  TX/GRAY
 FL0411  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0411
 FL0411                         *CURRENT SURVEY CONTROL
 FL0411  ___________________________________________________________________
 FL0411* NAD 83(1986)-  35 21 56.     (N)    100 41 56.     (W)     SCALED    
 FL0411* NAVD 88     -       870.220  (meters)    2855.05   (feet)  ADJUSTED  
 FL0411  ___________________________________________________________________
 FL0411  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FL0411  DYNAMIC HT  -         869.296 (meters)    2852.02  (feet)  COMP
 FL0411  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 FL0411
 FL0411  VERT ORDER  -  SECOND    CLASS 0
 FL0411
 FL0411.The horizontal coordinates were scaled from a topographic map and have
 FL0411.an estimated accuracy of +/- 6 seconds.
 FL0411
 FL0411.The orthometric height was determined by differential leveling
 FL0411.and adjusted by the National Geodetic Survey in June 1991..
 FL0411
 FL0411.The geoid height was determined by GEOID03.
 FL0411
 FL0411.The dynamic height is computed by dividing the NAVD 88
 FL0411.geopotential number by the normal gravity value computed on the
 FL0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0411.degrees latitude (g = 980.6199 gals.).
 FL0411
 FL0411.The modeled gravity was interpolated from observed gravity values.
 FL0411
 FL0411;                    North         East    Units  Estimated Accuracy
 FL0411;SPC TX N     - 1,151,790.      272,800.      MT  (+/- 180 meters Scaled)
 FL0411
 FL0411                          SUPERSEDED SURVEY CONTROL
 FL0411
 FL0411  NGVD 29 (??/??/92)  869.878  (m)         2853.92   (f) ADJ UNCH    2 0
 FL0411
 FL0411.Superseded values are not recommended for survey control.
 FL0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0411.See file dsdata.txt to determine how the superseded data were derived.
 FL0411
 FL0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE456149(NAD 83)
 FL0411_MARKER: DB = BENCH MARK DISK
 FL0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0411_STAMPING: G 363 1943
 FL0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0411+STABILITY: SURFACE MOTION
 FL0411
 FL0411  HISTORY     - Date     Condition        Report By
 FL0411  HISTORY     - 1943     MONUMENTED       CGS
 FL0411
 FL0411                          STATION DESCRIPTION
 FL0411
 FL0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0411'7.3 MI SE FROM LEFERS.
 FL0411'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY 273 FROM THE POST OFFICE AT
 FL0411'LEFORS, THENCE 1.0 MILE SOUTH ALONG THE ALANREED ROAD, 0.15 MILE
 FL0411'SOUTHEAST OF AN ABANDONED HOUSE ON THE WEST SIDE OF THE ROAD, 39 FEET
 FL0411'WEST OF THE CENTERLINE OF THE ROAD, 1.5 FEET NORTH OF A FENCE LEADING
 FL0411'WEST FROM THE RIGHT-OF-WAY FENCE, AND 13.8 FEET WEST OF THE FENCE
 FL0411'CORNER.  A STANDARD DISK, STAMPED G 363 1943 AND SET IN THE TOP OF A
 FL0411'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0187 ***********************************************************************
 DQ0187  DESIGNATION -  G 365 RESET 1953
 DQ0187  PID         -  DQ0187
 DQ0187  STATE/COUNTY-  TX/YOAKUM
 DQ0187  USGS QUAD   -  PLAINS NW (1971)
 DQ0187
 DQ0187                         *CURRENT SURVEY CONTROL
 DQ0187  ___________________________________________________________________
 DQ0187* NAD 83(1986)-  33 10 04.     (N)    102 53 15.     (W)     SCALED    
 DQ0187* NAVD 88     -      1127.30   (meters)    3698.5    (feet)  RESET     
 DQ0187  ___________________________________________________________________
 DQ0187  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 DQ0187
 DQ0187  VERT ORDER  -  THIRD
 DQ0187
 DQ0187.The horizontal coordinates were scaled from a topographic map and have
 DQ0187.an estimated accuracy of +/- 6 seconds.
 DQ0187
 DQ0187.The orthometric height was computed from unverified reset data.
 DQ0187
 DQ0187.The geoid height was determined by GEOID03.
 DQ0187
 DQ0187;                    North         East    Units  Estimated Accuracy
 DQ0187;SPC TXNC     - 2,175,000.      190,920.      MT  (+/- 180 meters Scaled)
 DQ0187
 DQ0187                          SUPERSEDED SURVEY CONTROL
 DQ0187
 DQ0187.No superseded survey control is available for this station.
 DQ0187
 DQ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS969718(NAD 83)
 DQ0187_MARKER: DB = BENCH MARK DISK
 DQ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0187_STAMPING: G 365 RESET 1953
 DQ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0187+STABILITY: SURFACE MOTION
 DQ0187
 DQ0187  HISTORY     - Date     Condition        Report By
 DQ0187  HISTORY     - 1953     MONUMENTED       TXHD
 DQ0187  HISTORY     - 1954     GOOD             TXHD
 DQ0187  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0187
 DQ0187                          STATION DESCRIPTION
 DQ0187
 DQ0187'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 DQ0187'4.8 MI SSW FROM PLAINS.
 DQ0187'7 FEET EAST OF THE ORIGINAL LOCATION OF G 365 WHICH WAS DESCRIBED AS
 DQ0187'FOLLOWS-- 4.8 MILES SOUTH-SOUTHWEST ALONG THE ROAD LEADING TO ALLRED
 DQ0187'FROM THE COURTHOUSE AT PLAINS, ON THE OUTSIDE OF A 90-DEGREE CURVE, 81
 DQ0187'FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD, 48 FEET EAST OF THE
 DQ0187'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 4 FEET SOUTH OF AN
 DQ0187'EAST-AND-WEST FENCE, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.
 DQ0187
 DQ0187                          STATION RECOVERY (1971)
 DQ0187
 DQ0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0135 ***********************************************************************
 DQ0135  DESIGNATION -  G 366
 DQ0135  PID         -  DQ0135
 DQ0135  STATE/COUNTY-  TX/TERRY
 DQ0135  USGS QUAD   -  NORTH OF TOKIO (1981)
 DQ0135
 DQ0135                         *CURRENT SURVEY CONTROL
 DQ0135  ___________________________________________________________________
 DQ0135* NAD 83(1986)-  33 21 23.     (N)    102 35 39.     (W)     SCALED    
 DQ0135* NAVD 88     -      1093.997  (meters)    3589.22   (feet)  ADJUSTED  
 DQ0135  ___________________________________________________________________
 DQ0135  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 DQ0135  DYNAMIC HT  -        1092.561 (meters)    3584.51  (feet)  COMP
 DQ0135  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 DQ0135
 DQ0135  VERT ORDER  -  SECOND    CLASS 0
 DQ0135
 DQ0135.The horizontal coordinates were scaled from a topographic map and have
 DQ0135.an estimated accuracy of +/- 6 seconds.
 DQ0135
 DQ0135.The orthometric height was determined by differential leveling
 DQ0135.and adjusted by the National Geodetic Survey in June 1991..
 DQ0135
 DQ0135.The geoid height was determined by GEOID03.
 DQ0135
 DQ0135.The dynamic height is computed by dividing the NAVD 88
 DQ0135.geopotential number by the normal gravity value computed on the
 DQ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0135.degrees latitude (g = 980.6199 gals.).
 DQ0135
 DQ0135.The modeled gravity was interpolated from observed gravity values.
 DQ0135
 DQ0135;                    North         East    Units  Estimated Accuracy
 DQ0135;SPC TXNC     - 2,194,800.      219,070.      MT  (+/- 180 meters Scaled)
 DQ0135
 DQ0135                          SUPERSEDED SURVEY CONTROL
 DQ0135
 DQ0135  NGVD 29 (??/??/92) 1093.607  (m)         3587.94   (f) ADJ UNCH    2 0
 DQ0135
 DQ0135.Superseded values are not recommended for survey control.
 DQ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0135.See file dsdata.txt to determine how the superseded data were derived.
 DQ0135
 DQ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS238933(NAD 83)
 DQ0135_MARKER: DB = BENCH MARK DISK
 DQ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0135_STAMPING: G 366 1943
 DQ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0135+STABILITY: SURFACE MOTION
 DQ0135
 DQ0135  HISTORY     - Date     Condition        Report By
 DQ0135  HISTORY     - 1943     MONUMENTED       CGS
 DQ0135  HISTORY     - 1969     GOOD             USGS
 DQ0135
 DQ0135                          STATION DESCRIPTION
 DQ0135
 DQ0135'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DQ0135'14.0 MI NW FROM TOKIO.
 DQ0135'TO REACH FROM THE POST OFFICE IN TOKIO GO WEST ON U S HWY. 380 FOR 2.0
 DQ0135'MI. TO THE JCT. WITH STATE HWY. 1780, TURN RIGHT, NORTH, AND GO 11.0
 DQ0135'MI. TO THE JCT WITH A PRIVATE ROAD EAST, TURN RIGHT, EAST, PASSING 300
 DQ0135'FT. SOUTH OF A WINDMILL AND GO 1.0 MILE ON IMPROVED PRIVATE ROAD TO
 DQ0135'THE JCT. WITH AN ABANDONED N-S ROAD (4 WHEEL DRIVE REQUIRED FROM THIS
 DQ0135'POINT) TURN LEFT AND GO NORTH ON OLD ROAD THROUGH DEEP SAND FOR 0.9
 DQ0135'MI. TO BM ON LEFT.  BM IS 510 FT. SOUTH OF A FENCE AND 18 FT. WEST OF
 DQ0135'TRAIL A STD. DISK STAMPED G 366 1943 AND SET IN THE TOP OF A CONCRETE
 DQ0135'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0196 ***********************************************************************
 DQ0196  DESIGNATION -  G 367
 DQ0196  PID         -  DQ0196
 DQ0196  STATE/COUNTY-  TX/COCHRAN
 DQ0196  USGS QUAD   -  MORTON (1971)
 DQ0196
 DQ0196                         *CURRENT SURVEY CONTROL
 DQ0196  ___________________________________________________________________
 DQ0196* NAD 83(1986)-  33 39 53.     (N)    102 45 53.     (W)     SCALED    
 DQ0196* NAVD 88     -      1152.630  (meters)    3781.59   (feet)  POSTED    
 DQ0196  ___________________________________________________________________
 DQ0196  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 DQ0196  DYNAMIC HT  -        1151.120 (meters)    3776.63  (feet)  COMP
 DQ0196  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 DQ0196
 DQ0196  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DQ0196
 DQ0196.The horizontal coordinates were scaled from a topographic map and have
 DQ0196.an estimated accuracy of +/- 6 seconds.
 DQ0196
 DQ0196.The orthometric height was determined by differential leveling
 DQ0196.and adjusted by the National Geodetic Survey in 1992..
 DQ0196.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DQ0196.rate of 2.1 thru 3.0 mm/km.
 DQ0196
 DQ0196.The geoid height was determined by GEOID03.
 DQ0196
 DQ0196.The dynamic height is computed by dividing the NAVD 88
 DQ0196.geopotential number by the normal gravity value computed on the
 DQ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0196.degrees latitude (g = 980.6199 gals.).
 DQ0196
 DQ0196.The modeled gravity was interpolated from observed gravity values.
 DQ0196
 DQ0196;                    North         East    Units  Estimated Accuracy
 DQ0196;SPC TXNC     - 2,229,600.      204,600.      MT  (+/- 180 meters Scaled)
 DQ0196
 DQ0196                          SUPERSEDED SURVEY CONTROL
 DQ0196
 DQ0196  NGVD 29 (??/??/92) 1152.204  (m)         3780.19   (f) ADJ UNCH    2 0
 DQ0196
 DQ0196.Superseded values are not recommended for survey control.
 DQ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0196.See file dsdata.txt to determine how the superseded data were derived.
 DQ0196
 DQ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT072272(NAD 83)
 DQ0196_MARKER: DB = BENCH MARK DISK
 DQ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0196_STAMPING: G 367 1943
 DQ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0196+STABILITY: SURFACE MOTION
 DQ0196
 DQ0196  HISTORY     - Date     Condition        Report By
 DQ0196  HISTORY     - 1943     MONUMENTED       CGS
 DQ0196  HISTORY     - 1971     MARK NOT FOUND   USGS
 DQ0196
 DQ0196                          STATION DESCRIPTION
 DQ0196
 DQ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0196'4.3 MI S FROM MORTON.
 DQ0196'THIS MARK IS ABOUT 4.3 MILES SOUTH ALONG STATE HIGHWAY 214 FROM THE
 DQ0196'COURT HOUSE AT MORTON, COCHRAN COUNTY, SET NEAR A CROSS ROAD, 160.0
 DQ0196'FEET NORTH OF THE CENTER LINE OF A ROAD RUNNING EAST, 5.0 FEET SOUTH
 DQ0196'OF A HIGHWAY RIGHT-OF-WAY MARKER, 3.0 FEET WEST OF A FENCE RUNNING
 DQ0196'PARALLEL WITH THE HIGHWAY, 61.0 FEET EAST OF THE CENTER LINE OF THE
 DQ0196'HIGHWAY, PROJECTING ABOUT 5-INCHES ABOVE THE GROUND, 2.0 FEET
 DQ0196'NORTHWEST OF A WHITE REFERENCE POST.
 DQ0196
 DQ0196                          STATION RECOVERY (1971)
 DQ0196
 DQ0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0060 ***********************************************************************
 GL0060  DESIGNATION -  G 369
 GL0060  PID         -  GL0060
 GL0060  STATE/COUNTY-  TX/HARTLEY
 GL0060  USGS QUAD   -  DALHART EAST (1973)
 GL0060
 GL0060                         *CURRENT SURVEY CONTROL
 GL0060  ___________________________________________________________________
 GL0060* NAD 83(1986)-  36 01 35.     (N)    102 23 20.     (W)     SCALED    
 GL0060* NAVD 88     -      1199.657  (meters)    3935.87   (feet)  ADJUSTED  
 GL0060  ___________________________________________________________________
 GL0060  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 GL0060  DYNAMIC HT  -        1198.263 (meters)    3931.30  (feet)  COMP
 GL0060  MODELED GRAV-     979,429.9   (mgal)                       NAVD 88
 GL0060
 GL0060  VERT ORDER  -  SECOND    CLASS 0
 GL0060
 GL0060.The horizontal coordinates were scaled from a topographic map and have
 GL0060.an estimated accuracy of +/- 6 seconds.
 GL0060
 GL0060.The orthometric height was determined by differential leveling
 GL0060.and adjusted by the National Geodetic Survey in June 1991..
 GL0060
 GL0060.The geoid height was determined by GEOID03.
 GL0060
 GL0060.The dynamic height is computed by dividing the NAVD 88
 GL0060.geopotential number by the normal gravity value computed on the
 GL0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0060.degrees latitude (g = 980.6199 gals.).
 GL0060
 GL0060.The modeled gravity was interpolated from observed gravity values.
 GL0060
 GL0060;                    North         East    Units  Estimated Accuracy
 GL0060;SPC TX N     - 1,225,170.      119,890.      MT  (+/- 180 meters Scaled)
 GL0060
 GL0060                          SUPERSEDED SURVEY CONTROL
 GL0060
 GL0060.No superseded survey control is available for this station.
 GL0060
 GL0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV352900(NAD 83)
 GL0060_MARKER: DB = BENCH MARK DISK
 GL0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0060_STAMPING: G 369 1943
 GL0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0060+STABILITY: SURFACE MOTION
 GL0060
 GL0060  HISTORY     - Date     Condition        Report By
 GL0060  HISTORY     - 1943     MONUMENTED       CGS
 GL0060  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0060
 GL0060                          STATION DESCRIPTION
 GL0060
 GL0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0060'9.1 MI E FROM DALHART.
 GL0060'9.1 MILES EAST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0060'DALHART.  SET IN THE SOUTHWEST QUARTER OF A CROSSING.  31 FEET SOUTH
 GL0060'OF THE SOUTH RAIL OF THE TRACK, 49.5 FEET WEST OF THE CENTER-LINE OF
 GL0060'THE ROAD, 6.8 FEET NORTH OF A POLE, 3.0 FEET NORTH OF THE REFERENCE
 GL0060'POST.  NOTE-- THE RAILROAD AND MILEPOSTS HAVE BEEN DISMANTLED, AND THE
 GL0060'AREA IS UNDER CONSTRUCTION.
 GL0060
 GL0060                          STATION RECOVERY (1973)
 GL0060
 GL0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0167 ***********************************************************************
 AO0167  DESIGNATION -  G 37
 AO0167  PID         -  AO0167
 AO0167  STATE/COUNTY-  TX/FRIO
 AO0167  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0167
 AO0167                         *CURRENT SURVEY CONTROL
 AO0167  ___________________________________________________________________
 AO0167* NAD 83(1986)-  28 58 47.     (N)    099 04 07.     (W)     SCALED    
 AO0167* NAVD 88     -       207.955  (meters)     682.27   (feet)  POSTED    
 AO0167  ___________________________________________________________________
 AO0167  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AO0167  DYNAMIC HT  -         207.650 (meters)     681.26  (feet)  COMP
 AO0167  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 AO0167
 AO0167  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AO0167
 AO0167.The horizontal coordinates were scaled from a topographic map and have
 AO0167.an estimated accuracy of +/- 6 seconds.
 AO0167
 AO0167.The orthometric height was determined by differential leveling
 AO0167.and adjusted by the National Geodetic Survey in 1992..
 AO0167.No vertical observational check was made to the station.
 AO0167.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AO0167.was located on a no-check spur therefore a value was not computed.
 AO0167
 AO0167.The geoid height was determined by GEOID03.
 AO0167
 AO0167.The dynamic height is computed by dividing the NAVD 88
 AO0167.geopotential number by the normal gravity value computed on the
 AO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0167.degrees latitude (g = 980.6199 gals.).
 AO0167
 AO0167.The modeled gravity was interpolated from observed gravity values.
 AO0167
 AO0167;                    North         East    Units  Estimated Accuracy
 AO0167;SPC TXSC     - 4,127,050.      593,310.      MT  (+/- 180 meters Scaled)
 AO0167
 AO0167                          SUPERSEDED SURVEY CONTROL
 AO0167
 AO0167.No superseded survey control is available for this station.
 AO0167
 AO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT933057(NAD 83)
 AO0167_MARKER: Z = SEE DESCRIPTION
 AO0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0167_SP_SET: STONE POST
 AO0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0167+STABILITY: SURFACE MOTION
 AO0167
 AO0167  HISTORY     - Date     Condition        Report By
 AO0167  HISTORY     - UNK      MONUMENTED       CGS
 AO0167  HISTORY     - 1956     MARK NOT FOUND   NGS
 AO0167  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AO0167  HISTORY     - 20030523 MARK NOT FOUND   USPSQD
 AO0167
 AO0167                          STATION DESCRIPTION
 AO0167
 AO0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0167'6.5 MI S FROM MOORE.
 AO0167'6.5 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AO0167'MOORE, FRIO COUNTY, 100 FEET SOUTH OF THE FIFTEENTH POLE SOUTH OF
 AO0167'MILEPOST 306, AT A PRIVATE-ROAD CROSSING, 40 FEET NORTH OF THE ROAD,
 AO0167'AND 25 FEET WEST OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE, FLANKED
 AO0167'BY THE LETTERS USBM IN THE TOP OF A STONE POST.
 AO0167
 AO0167                          STATION RECOVERY (1996)
 AO0167
 AO0167'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0167'MARK NOT FOUND.
 AO0167
 AO0167                          STATION RECOVERY (2003)
 AO0167
 AO0167'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0203 ***********************************************************************
 CT0203  DESIGNATION -  G 37 USGS
 CT0203  PID         -  CT0203
 CT0203  STATE/COUNTY-  TX/EASTLAND
 CT0203  USGS QUAD   -  CISCO NORTH (1987)
 CT0203
 CT0203                         *CURRENT SURVEY CONTROL
 CT0203  ___________________________________________________________________
 CT0203* NAD 83(1986)-  32 23 23.     (N)    098 58 50.     (W)     SCALED    
 CT0203* NAVD 88     -       496.795  (meters)    1629.90   (feet)  ADJUSTED  
 CT0203  ___________________________________________________________________
 CT0203  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CT0203  DYNAMIC HT  -         496.153 (meters)    1627.80  (feet)  COMP
 CT0203  MODELED GRAV-     979,332.0   (mgal)                       NAVD 88
 CT0203
 CT0203  VERT ORDER  -  FIRST     CLASS II
 CT0203
 CT0203.The horizontal coordinates were scaled from a topographic map and have
 CT0203.an estimated accuracy of +/- 6 seconds.
 CT0203
 CT0203.The orthometric height was determined by differential leveling
 CT0203.and adjusted by the National Geodetic Survey in June 1991..
 CT0203.WARNING-Repeat measurements at this control monument indicate possible
 CT0203.vertical movement.
 CT0203
 CT0203.The geoid height was determined by GEOID03.
 CT0203
 CT0203.The dynamic height is computed by dividing the NAVD 88
 CT0203.geopotential number by the normal gravity value computed on the
 CT0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0203.degrees latitude (g = 980.6199 gals.).
 CT0203
 CT0203.The modeled gravity was interpolated from observed gravity values.
 CT0203
 CT0203;                    North         East    Units  Estimated Accuracy
 CT0203;SPC TXNC     - 2,080,280.      554,790.      MT  (+/- 180 meters Scaled)
 CT0203
 CT0203                          SUPERSEDED SURVEY CONTROL
 CT0203
 CT0203  NGVD 29 (??/??/92)  496.641  (m)         1629.40   (f) ADJ UNCH    1 2
 CT0203
 CT0203.Superseded values are not recommended for survey control.
 CT0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0203.See file dsdata.txt to determine how the superseded data were derived.
 CT0203
 CT0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA018836(NAD 83)
 CT0203_MARKER: DD = SURVEY DISK
 CT0203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0203_SP_SET: BUILDING
 CT0203_STAMPING: G 37 1923
 CT0203_MARK LOGO: USGS  
 CT0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0203
 CT0203  HISTORY     - Date     Condition        Report By
 CT0203  HISTORY     - 1923     MONUMENTED       USGS
 CT0203  HISTORY     - 1955     GOOD             NGS
 CT0203  HISTORY     - 1983     GOOD             NGS
 CT0203
 CT0203                          STATION DESCRIPTION
 CT0203
 CT0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CT0203'IN CISCO.
 CT0203'AT CISCO, 1.1 FEET NORTHWEST OF THE EAST CORNER OF THE BANKING COMPANY
 CT0203'BUILDING, 8 FEET SOUTHEAST OF THE CENTER OF THE NORTHEAST ENTRANCE TO
 CT0203'THE BUILDING, 4 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE
 CT0203'NORTHEAST WALL OF THE BUILDING.
 CT0203
 CT0203                          STATION RECOVERY (1983)
 CT0203
 CT0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0203'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CISCO, AT
 CT0203'518 CONRAD HILTON AVENUE, SET VERTICALLY IN THE EAST FACE OF THE
 CT0203'SOUTHEAST CORNER OF THE CENTRAL MASONRY INCORPARATED BUILDING, 2.8
 CT0203'METERS (9.2 FT) SOUTHEAST OF THE CENTER OF THE SOUTHEAST ENTRANCE AND
 CT0203'0.5 METERS (1.6 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 CT0203'THE MARK IS 1.1 M ABOVE A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0095 ***********************************************************************
 GL0095  DESIGNATION -  G 370
 GL0095  PID         -  GL0095
 GL0095  STATE/COUNTY-  TX/DALLAM
 GL0095  USGS QUAD   -  WILCO (1965)
 GL0095
 GL0095                         *CURRENT SURVEY CONTROL
 GL0095  ___________________________________________________________________
 GL0095* NAD 83(1986)-  36 03 01.     (N)    102 22 15.     (W)     SCALED    
 GL0095* NAVD 88     -      1200.241  (meters)    3937.79   (feet)  ADJUSTED  
 GL0095  ___________________________________________________________________
 GL0095  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 GL0095  DYNAMIC HT  -        1198.851 (meters)    3933.23  (feet)  COMP
 GL0095  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 GL0095
 GL0095  VERT ORDER  -  SECOND    CLASS 0
 GL0095
 GL0095.The horizontal coordinates were scaled from a topographic map and have
 GL0095.an estimated accuracy of +/- 6 seconds.
 GL0095
 GL0095.The orthometric height was determined by differential leveling
 GL0095.and adjusted by the National Geodetic Survey in June 1991..
 GL0095
 GL0095.The geoid height was determined by GEOID03.
 GL0095
 GL0095.The dynamic height is computed by dividing the NAVD 88
 GL0095.geopotential number by the normal gravity value computed on the
 GL0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0095.degrees latitude (g = 980.6199 gals.).
 GL0095
 GL0095.The modeled gravity was interpolated from observed gravity values.
 GL0095
 GL0095;                    North         East    Units  Estimated Accuracy
 GL0095;SPC TX N     - 1,227,800.      121,540.      MT  (+/- 180 meters Scaled)
 GL0095
 GL0095                          SUPERSEDED SURVEY CONTROL
 GL0095
 GL0095  NGVD 29 (??/??/92) 1199.69   (m)         3936.0    (f) COMPUTED    2 0
 GL0095
 GL0095.Superseded values are not recommended for survey control.
 GL0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0095.See file dsdata.txt to determine how the superseded data were derived.
 GL0095
 GL0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV368927(NAD 83)
 GL0095_MARKER: DB = BENCH MARK DISK
 GL0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0095_STAMPING: G 370 1943
 GL0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0095+STABILITY: SURFACE MOTION
 GL0095
 GL0095  HISTORY     - Date     Condition        Report By
 GL0095  HISTORY     - 1943     MONUMENTED       CGS
 GL0095  HISTORY     - 1952     GOOD             NGS
 GL0095  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0095
 GL0095                          STATION DESCRIPTION
 GL0095
 GL0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0095'12.6 MI N FROM HARTLEY.
 GL0095'11.6 MILES NORTH ALONG FARM ROAD 1712 FROM ITS JUNCTION WITH U.S.
 GL0095'HIGHWAY 87 AT HARTLEY, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 GL0095'58 FEET WEST OF THE CENTER LINE OF THE ROAD, 28 FEET WEST OF A FENCE
 GL0095'CORNER.  0.4 FOOT NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET
 GL0095'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND. NOTE--
 GL0095'MAY BE BURIED BY DRIFTING SAND.
 GL0095
 GL0095                          STATION RECOVERY (1965)
 GL0095
 GL0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0108 ***********************************************************************
 FM0108  DESIGNATION -  G 371
 FM0108  PID         -  FM0108
 FM0108  STATE/COUNTY-  TX/MOORE
 FM0108  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0108
 FM0108                         *CURRENT SURVEY CONTROL
 FM0108  ___________________________________________________________________
 FM0108* NAD 83(1986)-  35 58 02.     (N)    102 02 02.     (W)     SCALED    
 FM0108* NAVD 88     -      1119.182  (meters)    3671.85   (feet)  ADJUSTED  
 FM0108  ___________________________________________________________________
 FM0108  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FM0108  DYNAMIC HT  -        1117.893 (meters)    3667.62  (feet)  COMP
 FM0108  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 FM0108
 FM0108  VERT ORDER  -  SECOND    CLASS 0
 FM0108
 FM0108.The horizontal coordinates were scaled from a topographic map and have
 FM0108.an estimated accuracy of +/- 6 seconds.
 FM0108
 FM0108.The orthometric height was determined by differential leveling
 FM0108.and adjusted by the National Geodetic Survey in June 1991..
 FM0108
 FM0108.The geoid height was determined by GEOID03.
 FM0108
 FM0108.The dynamic height is computed by dividing the NAVD 88
 FM0108.geopotential number by the normal gravity value computed on the
 FM0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0108.degrees latitude (g = 980.6199 gals.).
 FM0108
 FM0108.The modeled gravity was interpolated from observed gravity values.
 FM0108
 FM0108;                    North         East    Units  Estimated Accuracy
 FM0108;SPC TX N     - 1,218,370.      151,850.      MT  (+/- 180 meters Scaled)
 FM0108
 FM0108                          SUPERSEDED SURVEY CONTROL
 FM0108
 FM0108  NGVD 29 (??/??/92) 1118.634  (m)         3670.05   (f) ADJ UNCH    2 0
 FM0108
 FM0108.Superseded values are not recommended for survey control.
 FM0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0108.See file dsdata.txt to determine how the superseded data were derived.
 FM0108
 FM0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV674843(NAD 83)
 FM0108_MARKER: DB = BENCH MARK DISK
 FM0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0108_STAMPING: G 371 1943
 FM0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0108+STABILITY: SURFACE MOTION
 FM0108
 FM0108  HISTORY     - Date     Condition        Report By
 FM0108  HISTORY     - 1943     MONUMENTED       CGS
 FM0108  HISTORY     - 1965     MARK NOT FOUND   USGS
 FM0108
 FM0108                          STATION DESCRIPTION
 FM0108
 FM0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0108'10.2 MI NW FROM DUMAS.
 FM0108'5.5 MILES NORTH ALONG U.S. HIGHWAY NUMBER 287, THENCE, 0.7 MILE WEST,
 FM0108'THENCE 1.0 MILE NORTH, THENCE, 2.0 MILES WEST, THENCE, 1.0 MILE NORTH
 FM0108'ALONG GRADED ROADS FROM THE COURTHOUSE AT DUMAS.  SET AT THE OUTSIDE
 FM0108'OF A LEFT 90 DEGREE ANGLE TURN OF THE MAIN ROAD.  81.5 FEET NORTH OF
 FM0108'THE NORTHEAST END OF AN 18 INCH TIN CORRIGATED CULVERT, 79 FEET
 FM0108'NORTHEAST OF THE CENTER-LINE OF THE ROAD, 1.8 FEET WEST OF THE WEST
 FM0108'GATE POST, 1.0 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 2.5 FEET EAST OF
 FM0108'THE REFERENCE POST.
 FM0108
 FM0108                          STATION RECOVERY (1965)
 FM0108
 FM0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FM0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0234 ***********************************************************************
 GL0234  DESIGNATION -  G 372
 GL0234  PID         -  GL0234
 GL0234  STATE/COUNTY-  TX/SHERMAN
 GL0234  USGS QUAD   -  CACTUS WEST (1965)
 GL0234
 GL0234                         *CURRENT SURVEY CONTROL
 GL0234  ___________________________________________________________________
 GL0234* NAD 83(1986)-  36 03 28.     (N)    102 00 27.     (W)     SCALED    
 GL0234* NAVD 88     -      1105.453  (meters)    3626.81   (feet)  ADJUSTED  
 GL0234  ___________________________________________________________________
 GL0234  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 GL0234  DYNAMIC HT  -        1104.195 (meters)    3622.68  (feet)  COMP
 GL0234  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 GL0234
 GL0234  VERT ORDER  -  SECOND    CLASS 0
 GL0234
 GL0234.The horizontal coordinates were scaled from a topographic map and have
 GL0234.an estimated accuracy of +/- 6 seconds.
 GL0234
 GL0234.The orthometric height was determined by differential leveling
 GL0234.and adjusted by the National Geodetic Survey in June 1991..
 GL0234
 GL0234.The geoid height was determined by GEOID03.
 GL0234
 GL0234.The dynamic height is computed by dividing the NAVD 88
 GL0234.geopotential number by the normal gravity value computed on the
 GL0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0234.degrees latitude (g = 980.6199 gals.).
 GL0234
 GL0234.The modeled gravity was interpolated from observed gravity values.
 GL0234
 GL0234;                    North         East    Units  Estimated Accuracy
 GL0234;SPC TX N     - 1,228,410.      154,280.      MT  (+/- 180 meters Scaled)
 GL0234
 GL0234                          SUPERSEDED SURVEY CONTROL
 GL0234
 GL0234  NGVD 29 (??/??/92) 1104.92   (m)         3625.1    (f) COMPUTED    2 0
 GL0234
 GL0234.Superseded values are not recommended for survey control.
 GL0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0234.See file dsdata.txt to determine how the superseded data were derived.
 GL0234
 GL0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV695945(NAD 83)
 GL0234_MARKER: DB = BENCH MARK DISK
 GL0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0234_STAMPING: G 372 1943
 GL0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0234+STABILITY: SURFACE MOTION
 GL0234
 GL0234  HISTORY     - Date     Condition        Report By
 GL0234  HISTORY     - 1943     MONUMENTED       CGS
 GL0234  HISTORY     - 1945     GOOD             LOCENG
 GL0234
 GL0234                          STATION DESCRIPTION
 GL0234
 GL0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0234'20.0 MI S FROM STRATFORD.
 GL0234'THIS MARK IS ABOUT 20.0 MILES SOUTH ALONG THE SANTA FE RAILROAD FROM
 GL0234'THE STATION AT STRATFORD, SHERMAN COUNTY, 0.2 MILE NORTH OF MOORE
 GL0234'COUNTY LINE, 40.0 FEET EAST OF MILEPOST 66, 2.0 FEET WEST OF THE EAST
 GL0234'RIGHT-OF-WAY FENCE, 76.5 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 GL0234'287, 46.0 FEET EAST OF THE EAST RAIL, PROJECTING ABOUT 3-INCHES ABOVE
 GL0234'THE GROUND, 2.0 FEET SOUTHWEST OF A WHITE REFERENCE POST.
 GL0234
 GL0234                          STATION RECOVERY (1945)
 GL0234
 GL0234'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 GL0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0487 ***********************************************************************
 GK0487  DESIGNATION -  G 373
 GK0487  PID         -  GK0487
 GK0487  STATE/COUNTY-  TX/SHERMAN
 GK0487  USGS QUAD   -  STEVENS SE (1974)
 GK0487
 GK0487                         *CURRENT SURVEY CONTROL
 GK0487  ___________________________________________________________________
 GK0487* NAD 83(1986)-  36 17 05.     (N)    101 49 25.     (W)     SCALED    
 GK0487* NAVD 88     -      1069.151  (meters)    3507.71   (feet)  ADJUSTED  
 GK0487  ___________________________________________________________________
 GK0487  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 GK0487  DYNAMIC HT  -        1067.973 (meters)    3503.84  (feet)  COMP
 GK0487  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 GK0487
 GK0487  VERT ORDER  -  SECOND    CLASS 0
 GK0487
 GK0487.The horizontal coordinates were scaled from a topographic map and have
 GK0487.an estimated accuracy of +/- 6 seconds.
 GK0487
 GK0487.The orthometric height was determined by differential leveling
 GK0487.and adjusted by the National Geodetic Survey in June 1991..
 GK0487
 GK0487.The geoid height was determined by GEOID03.
 GK0487
 GK0487.The dynamic height is computed by dividing the NAVD 88
 GK0487.geopotential number by the normal gravity value computed on the
 GK0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0487.degrees latitude (g = 980.6199 gals.).
 GK0487
 GK0487.The modeled gravity was interpolated from observed gravity values.
 GK0487
 GK0487;                    North         East    Units  Estimated Accuracy
 GK0487;SPC TX N     - 1,253,520.      170,930.      MT  (+/- 180 meters Scaled)
 GK0487
 GK0487                          SUPERSEDED SURVEY CONTROL
 GK0487
 GK0487  NGVD 29 (??/??/92) 1068.68   (m)         3506.2    (f) COMPUTED    2 0
 GK0487
 GK0487.Superseded values are not recommended for survey control.
 GK0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0487.See file dsdata.txt to determine how the superseded data were derived.
 GK0487
 GK0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF464192(NAD 83)
 GK0487_MARKER: DB = BENCH MARK DISK
 GK0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0487_STAMPING: G 373 1943
 GK0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0487+STABILITY: SURFACE MOTION
 GK0487
 GK0487  HISTORY     - Date     Condition        Report By
 GK0487  HISTORY     - 1943     MONUMENTED       CGS
 GK0487
 GK0487                          STATION DESCRIPTION
 GK0487
 GK0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0487'17.1 MI SE FROM STRATFORD.
 GK0487'THIS MARK IS ABOUT 14.0 MILES SOUTHEAST AND ABOUT 3.1 MILES SOUTH FROM
 GK0487'THE CHICAGO ROCK ISLAND AND GULF RAILWAY STATION AT STRATFORD, SHERMAN
 GK0487'COUNTY, SET IN THE NORTHWEST CORNER OF A FENCE, 24.0 FEET SOUTH OF THE
 GK0487'CENTER LINE OF A ROAD RUNNING EAST, 16.0 FEET NORTHEAST OF HARRY
 GK0487'BULLINGTONS MAIL BOX, 29.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GK0487'PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0 FEET WEST OF A WHITE
 GK0487'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0545 ***********************************************************************
 GK0545  DESIGNATION -  G 374
 GK0545  PID         -  GK0545
 GK0545  STATE/COUNTY-  TX/HANSFORD
 GK0545  USGS QUAD   -  HANNAS DRAW WEST (1974)
 GK0545
 GK0545                         *CURRENT SURVEY CONTROL
 GK0545  ___________________________________________________________________
 GK0545* NAD 83(1986)-  36 11 47.     (N)    101 36 22.     (W)     SCALED    
 GK0545* NAVD 88     -      1021.492  (meters)    3351.34   (feet)  ADJUSTED  
 GK0545  ___________________________________________________________________
 GK0545  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 GK0545  DYNAMIC HT  -        1020.366 (meters)    3347.65  (feet)  COMP
 GK0545  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 GK0545
 GK0545  VERT ORDER  -  SECOND    CLASS 0
 GK0545
 GK0545.The horizontal coordinates were scaled from a topographic map and have
 GK0545.an estimated accuracy of +/- 6 seconds.
 GK0545
 GK0545.The orthometric height was determined by differential leveling
 GK0545.and adjusted by the National Geodetic Survey in June 1991..
 GK0545
 GK0545.The geoid height was determined by GEOID03.
 GK0545
 GK0545.The dynamic height is computed by dividing the NAVD 88
 GK0545.geopotential number by the normal gravity value computed on the
 GK0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0545.degrees latitude (g = 980.6199 gals.).
 GK0545
 GK0545.The modeled gravity was interpolated from observed gravity values.
 GK0545
 GK0545;                    North         East    Units  Estimated Accuracy
 GK0545;SPC TX N     - 1,243,680.      190,460.      MT  (+/- 180 meters Scaled)
 GK0545
 GK0545                          SUPERSEDED SURVEY CONTROL
 GK0545
 GK0545  NGVD 29 (??/??/92) 1021.003  (m)         3349.74   (f) ADJ UNCH    2 0
 GK0545
 GK0545.Superseded values are not recommended for survey control.
 GK0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0545.See file dsdata.txt to determine how the superseded data were derived.
 GK0545
 GK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF656088(NAD 83)
 GK0545_MARKER: DB = BENCH MARK DISK
 GK0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0545_STAMPING: G 374 1943
 GK0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0545+STABILITY: SURFACE MOTION
 GK0545
 GK0545  HISTORY     - Date     Condition        Report By
 GK0545  HISTORY     - 1943     MONUMENTED       CGS
 GK0545  HISTORY     - 1952     MARK NOT FOUND   NGS
 GK0545
 GK0545                          STATION DESCRIPTION
 GK0545
 GK0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0545'16.9 MI SW FROM GRUVER.
 GK0545'THIS MARK IS ABOUT 10.6 MILES WEST, 4.2 MILES SOUTH, 1.1 MILES WEST,
 GK0545'AND 1.0 MILE SOUTH FROM THE CITY WATER AT GRUVER, HAHSFORD COUNTY, SET
 GK0545'IN THE SOUTHEAST CORNER OF A FENCE, 2.0 FEET WEST A FENCE RUNNING
 GK0545'NORHT-SOUTH, 2.0 FEET NORTH OF A FENCE RUNNING EAST-WEST, 25.0 FEET
 GK0545'WEST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 4-INCHES ABOVE
 GK0545'THE GROUND, 2.0 FEET SOUTHEAST OF A WHITE REFERENCE POST.
 GK0545
 GK0545                          STATION RECOVERY (1952)
 GK0545
 GK0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GK0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0457 ***********************************************************************
 FM0457  DESIGNATION -  G 376
 FM0457  PID         -  FM0457
 FM0457  STATE/COUNTY-  TX/HARTLEY
 FM0457  USGS QUAD   -  SPRING CREEK RANCH (1971)
 FM0457
 FM0457                         *CURRENT SURVEY CONTROL
 FM0457  ___________________________________________________________________
 FM0457* NAD 83(1986)-  35 43 05.     (N)    102 49 35.     (W)     SCALED    
 FM0457* NAVD 88     -      1233.502  (meters)    4046.91   (feet)  ADJUSTED  
 FM0457  ___________________________________________________________________
 FM0457  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 FM0457  DYNAMIC HT  -        1232.053 (meters)    4042.16  (feet)  COMP
 FM0457  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 FM0457
 FM0457  VERT ORDER  -  SECOND    CLASS 0
 FM0457
 FM0457.The horizontal coordinates were scaled from a topographic map and have
 FM0457.an estimated accuracy of +/- 6 seconds.
 FM0457
 FM0457.The orthometric height was determined by differential leveling
 FM0457.and adjusted by the National Geodetic Survey in June 1991..
 FM0457
 FM0457.The geoid height was determined by GEOID03.
 FM0457
 FM0457.The dynamic height is computed by dividing the NAVD 88
 FM0457.geopotential number by the normal gravity value computed on the
 FM0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0457.degrees latitude (g = 980.6199 gals.).
 FM0457
 FM0457.The modeled gravity was interpolated from observed gravity values.
 FM0457
 FM0457;                    North         East    Units  Estimated Accuracy
 FM0457;SPC TX N     - 1,191,400.       80,000.      MT  (+/- 180 meters Scaled)
 FM0457
 FM0457                          SUPERSEDED SURVEY CONTROL
 FM0457
 FM0457  NGVD 29 (??/??/92) 1232.970  (m)         4045.17   (f) ADJ UNCH    2 0
 FM0457
 FM0457.Superseded values are not recommended for survey control.
 FM0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0457.See file dsdata.txt to determine how the superseded data were derived.
 FM0457
 FM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV966548(NAD 83)
 FM0457_MARKER: DB = BENCH MARK DISK
 FM0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0457_STAMPING: G-376 1943
 FM0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0457+STABILITY: SURFACE MOTION
 FM0457
 FM0457  HISTORY     - Date     Condition        Report By
 FM0457  HISTORY     - 1943     MONUMENTED       CGS
 FM0457  HISTORY     - 1971     GOOD             USGS
 FM0457
 FM0457                          STATION DESCRIPTION
 FM0457
 FM0457'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0457'6.7 MI SE FROM ROMERO.
 FM0457'ROMERO, 1.2 MI. NE. OF, ALONG U. S. HWY. 54, THENCE 5.5 MI. SE. ALONG
 FM0457'F.M. RD. 767, ABOUT 0.4 MI. EAST OF SIDE RD. SOUTH LEADING TO SPRING
 FM0457'CREEK RANCH, THENCE ABOUT 500 FT. NORTH ALONG A NORTH-SOUTH FENCE,
 FM0457'THENCE 650 FT. EAST ALONG OLD COUNTY RD. SCAR AND 32 FT. NORTH OF OLD
 FM0457'RD, PROJECTING 0.5 FT. A STANDARD DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0160 ***********************************************************************
 GK0160  DESIGNATION -  G 377
 GK0160  PID         -  GK0160
 GK0160  STATE/COUNTY-  TX/OCHILTREE
 GK0160  USGS QUAD   -  LAKE FRYER (1973)
 GK0160
 GK0160                         *CURRENT SURVEY CONTROL
 GK0160  ___________________________________________________________________
 GK0160* NAD 83(1986)-  36 11 16.     (N)    100 42 56.     (W)     SCALED    
 GK0160* NAVD 88     -       880.962  (meters)    2890.29   (feet)  ADJUSTED  
 GK0160  ___________________________________________________________________
 GK0160  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 GK0160  DYNAMIC HT  -         880.029 (meters)    2887.23  (feet)  COMP
 GK0160  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 GK0160
 GK0160  VERT ORDER  -  SECOND    CLASS 0
 GK0160
 GK0160.The horizontal coordinates were scaled from a topographic map and have
 GK0160.an estimated accuracy of +/- 6 seconds.
 GK0160
 GK0160.The orthometric height was determined by differential leveling
 GK0160.and adjusted by the National Geodetic Survey in June 1991..
 GK0160
 GK0160.The geoid height was determined by GEOID03.
 GK0160
 GK0160.The dynamic height is computed by dividing the NAVD 88
 GK0160.geopotential number by the normal gravity value computed on the
 GK0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0160.degrees latitude (g = 980.6199 gals.).
 GK0160
 GK0160.The modeled gravity was interpolated from observed gravity values.
 GK0160
 GK0160;                    North         East    Units  Estimated Accuracy
 GK0160;SPC TX N     - 1,242,990.      270,560.      MT  (+/- 180 meters Scaled)
 GK0160
 GK0160                          SUPERSEDED SURVEY CONTROL
 GK0160
 GK0160  NGVD 29 (??/??/92)  880.592  (m)         2889.08   (f) ADJ UNCH    2 0
 GK0160
 GK0160.Superseded values are not recommended for survey control.
 GK0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0160.See file dsdata.txt to determine how the superseded data were derived.
 GK0160
 GK0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF457061(NAD 83)
 GK0160_MARKER: DB = BENCH MARK DISK
 GK0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0160_STAMPING: G 377 1943
 GK0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0160+STABILITY: SURFACE MOTION
 GK0160
 GK0160  HISTORY     - Date     Condition        Report By
 GK0160  HISTORY     - 1943     MONUMENTED       CGS
 GK0160  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0160
 GK0160                          STATION DESCRIPTION
 GK0160
 GK0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0160'3.4 MI N FROM BULER.
 GK0160'3.4 MILES NORTH AND 6.0 MILES EAST ALONG GRADED ROADS FROM THE OLD
 GK0160'STORE AND POST OFFICE AT BULER, 0.6 MILE WEST OF THE JUNCTION WITH
 GK0160'U.S. HIGHWAY 83, 50.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 62.5
 GK0160'FEET NORTHWEST OF THE NORTH END OF A 24-INCH GALVANIZED PIPE CULVERT,
 GK0160'AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCELINE.  A STANDARD DISK,
 GK0160'STAMPED G 377 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GK0160'ABOUT 6 INCHES ABOVE THE GROUND.
 GK0160
 GK0160                          STATION RECOVERY (1972)
 GK0160
 GK0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0257 ***********************************************************************
 FL0257  DESIGNATION -  G 378 RESET 1948
 FL0257  PID         -  FL0257
 FL0257  STATE/COUNTY-  TX/WHEELER
 FL0257  USGS QUAD   -  PAKAN (1976)
 FL0257
 FL0257                         *CURRENT SURVEY CONTROL
 FL0257  ___________________________________________________________________
 FL0257* NAD 83(1986)-  35 15 15.     (N)    100 25 54.     (W)     SCALED    
 FL0257* NAVD 88     -       789.60   (meters)    2590.5    (feet)  RESET     
 FL0257  ___________________________________________________________________
 FL0257  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL0257
 FL0257  VERT ORDER  -  THIRD
 FL0257
 FL0257.The horizontal coordinates were scaled from a topographic map and have
 FL0257.an estimated accuracy of +/- 6 seconds.
 FL0257
 FL0257.The orthometric height was computed from unverified reset data.
 FL0257
 FL0257.The geoid height was determined by GEOID03.
 FL0257
 FL0257;                    North         East    Units  Estimated Accuracy
 FL0257;SPC TX N     - 1,139,660.      297,210.      MT  (+/- 180 meters Scaled)
 FL0257
 FL0257                          SUPERSEDED SURVEY CONTROL
 FL0257
 FL0257.No superseded survey control is available for this station.
 FL0257
 FL0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE697021(NAD 83)
 FL0257_MARKER: DB = BENCH MARK DISK
 FL0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0257_STAMPING: G 378 RESET 1948
 FL0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0257+STABILITY: SURFACE MOTION
 FL0257
 FL0257  HISTORY     - Date     Condition        Report By
 FL0257  HISTORY     - 1948     MONUMENTED       TXHD
 FL0257  HISTORY     - 1963     MARK NOT FOUND   NGS
 FL0257
 FL0257                          STATION DESCRIPTION
 FL0257
 FL0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FL0257'4.9 MI N FROM RAMSDELL.
 FL0257'4.9 MILES NORTH ALONG A GRADED ROAD (FARM-TO-MARKET HIGHWAY 453) FROM
 FL0257'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD CO. AT RAMSDELL,
 FL0257'OPPOSITE TWO CATTLE GUARDS PARALLELING THE ROAD ON EITHER SIDE, 40
 FL0257'FEET WEST OF THE CENTERLINE OF THE ROAD, 15 FEET NORTH OF THE
 FL0257'NORTHEAST CORNER OF THE WEST CATTLEGUARD, AND 1 FOOT EAST OF THE
 FL0257'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 378 RESET 1948 AND SET
 FL0257'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0465 ***********************************************************************
 FL0465  DESIGNATION -  G 379
 FL0465  PID         -  FL0465
 FL0465  STATE/COUNTY-  TX/GRAY
 FL0465  USGS QUAD   -  LEFORS (1967)
 FL0465
 FL0465                         *CURRENT SURVEY CONTROL
 FL0465  ___________________________________________________________________
 FL0465* NAD 83(1986)-  35 26 05.     (N)    100 49 20.     (W)     SCALED    
 FL0465* NAVD 88     -       881.451  (meters)    2891.89   (feet)  ADJUSTED  
 FL0465  ___________________________________________________________________
 FL0465  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL0465  DYNAMIC HT  -         880.501 (meters)    2888.78  (feet)  COMP
 FL0465  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 FL0465
 FL0465  VERT ORDER  -  SECOND    CLASS 0
 FL0465
 FL0465.The horizontal coordinates were scaled from a topographic map and have
 FL0465.an estimated accuracy of +/- 6 seconds.
 FL0465
 FL0465.The orthometric height was determined by differential leveling
 FL0465.and adjusted by the National Geodetic Survey in June 1991..
 FL0465
 FL0465.The geoid height was determined by GEOID03.
 FL0465
 FL0465.The dynamic height is computed by dividing the NAVD 88
 FL0465.geopotential number by the normal gravity value computed on the
 FL0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0465.degrees latitude (g = 980.6199 gals.).
 FL0465
 FL0465.The modeled gravity was interpolated from observed gravity values.
 FL0465
 FL0465;                    North         East    Units  Estimated Accuracy
 FL0465;SPC TX N     - 1,159,370.      261,540.      MT  (+/- 180 meters Scaled)
 FL0465
 FL0465                          SUPERSEDED SURVEY CONTROL
 FL0465
 FL0465  NGVD 29 (??/??/92)  881.074  (m)         2890.66   (f) ADJ UNCH    2 0
 FL0465
 FL0465.Superseded values are not recommended for survey control.
 FL0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0465.See file dsdata.txt to determine how the superseded data were derived.
 FL0465
 FL0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE345227(NAD 83)
 FL0465_MARKER: DB = BENCH MARK DISK
 FL0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0465_STAMPING: G 379 1943
 FL0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0465+STABILITY: SURFACE MOTION
 FL0465
 FL0465  HISTORY     - Date     Condition        Report By
 FL0465  HISTORY     - 1943     MONUMENTED       CGS
 FL0465  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0465
 FL0465                          STATION DESCRIPTION
 FL0465
 FL0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0465'0.9 MI W FROM LEFORS.
 FL0465'0.9 MILE WEST ALONG A GRADED ROAD FROM THE POST OFFICE AT LEFORS, GRAY
 FL0465'COUNTY, ON THE EAST SLOPE OF A HILL, 82 FEET WEST OF A POWER POLE, 41
 FL0465'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT THE NORTHEAST CORNER OF A
 FL0465'FENCE, 2 FEET SOUTH OF THE FENCE PARALLELING THE ROAD, 2 FEET EAST OF
 FL0465'THE NORTH-AND-SOUTH FENCE, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS
 FL0465'POST.  A STANDARD DISK, STAMPED G 379 1943 AND SET IN THE TOP OF A
 FL0465'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 FL0465
 FL0465                          STATION RECOVERY (1966)
 FL0465
 FL0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0636 ***********************************************************************
 GK0636  DESIGNATION -  G 380
 GK0636  PID         -  GK0636
 GK0636  STATE/COUNTY-  TX/SHERMAN
 GK0636  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0636
 GK0636                         *CURRENT SURVEY CONTROL
 GK0636  ___________________________________________________________________
 GK0636* NAD 83(1986)-  36 04 01.     (N)    101 39 02.     (W)     SCALED    
 GK0636* NAVD 88     -      1027.729  (meters)    3371.81   (feet)  ADJUSTED  
 GK0636  ___________________________________________________________________
 GK0636  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GK0636  DYNAMIC HT  -        1026.582 (meters)    3368.04  (feet)  COMP
 GK0636  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 GK0636
 GK0636  VERT ORDER  -  SECOND    CLASS 0
 GK0636
 GK0636.The horizontal coordinates were scaled from a topographic map and have
 GK0636.an estimated accuracy of +/- 6 seconds.
 GK0636
 GK0636.The orthometric height was determined by differential leveling
 GK0636.and adjusted by the National Geodetic Survey in June 1991..
 GK0636
 GK0636.The geoid height was determined by GEOID03.
 GK0636
 GK0636.The dynamic height is computed by dividing the NAVD 88
 GK0636.geopotential number by the normal gravity value computed on the
 GK0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0636.degrees latitude (g = 980.6199 gals.).
 GK0636
 GK0636.The modeled gravity was interpolated from observed gravity values.
 GK0636
 GK0636;                    North         East    Units  Estimated Accuracy
 GK0636;SPC TX N     - 1,229,320.      186,440.      MT  (+/- 180 meters Scaled)
 GK0636
 GK0636                          SUPERSEDED SURVEY CONTROL
 GK0636
 GK0636  NGVD 29 (??/??/92) 1027.244  (m)         3370.22   (f) ADJ UNCH    2 0
 GK0636
 GK0636.Superseded values are not recommended for survey control.
 GK0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0636.See file dsdata.txt to determine how the superseded data were derived.
 GK0636
 GK0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE612946(NAD 83)
 GK0636_MARKER: DB = BENCH MARK DISK
 GK0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0636_STAMPING: G 380 1943
 GK0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0636+STABILITY: SURFACE MOTION
 GK0636
 GK0636  HISTORY     - Date     Condition        Report By
 GK0636  HISTORY     - 1943     MONUMENTED       CGS
 GK0636  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0636
 GK0636                          STATION DESCRIPTION
 GK0636
 GK0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0636'11.8 MI NW FROM MORSE.
 GK0636'THIS MARK IS ABOUT 10.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0636'GULF RAILWAY AND ABOUT 1.8 MILES NORTH ALONG A GRADED ROAD FROM THE
 GK0636'RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY, 1.8 MILES NORTH OF CAPPS,
 GK0636'0.1 MILE SOUTH OF A DIP, 46.0 FEET NORTHWEST OF A ANGLE IN THE WEST
 GK0636'RIGHT-OF-WAY FENCE, 2.0 FEET NORTHEAST OF THE FENCE, 65.0 FEET NORTH
 GK0636'OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST, 60.0 FEET WEST OF
 GK0636'THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 3-INCHES ABOVE THE
 GK0636'GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
 GK0636
 GK0636                          STATION RECOVERY (1971)
 GK0636
 GK0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GK0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0445 ***********************************************************************
 CA0445  DESIGNATION -  G 382
 CA0445  PID         -  CA0445
 CA0445  STATE/COUNTY-  TX/BROWN
 CA0445  USGS QUAD   -  THRIFTY (1977)
 CA0445
 CA0445                         *CURRENT SURVEY CONTROL
 CA0445  ___________________________________________________________________
 CA0445* NAD 83(1986)-  31 48 24.     (N)    099 09 54.     (W)     SCALED    
 CA0445* NAVD 88     -       453.217  (meters)    1486.93   (feet)  ADJUSTED  
 CA0445  ___________________________________________________________________
 CA0445  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CA0445  DYNAMIC HT  -         452.624 (meters)    1484.98  (feet)  COMP
 CA0445  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 CA0445
 CA0445  VERT ORDER  -  SECOND    CLASS 0
 CA0445
 CA0445.The horizontal coordinates were scaled from a topographic map and have
 CA0445.an estimated accuracy of +/- 6 seconds.
 CA0445
 CA0445.The orthometric height was determined by differential leveling
 CA0445.and adjusted by the National Geodetic Survey in June 1991..
 CA0445
 CA0445.The geoid height was determined by GEOID03.
 CA0445
 CA0445.The dynamic height is computed by dividing the NAVD 88
 CA0445.geopotential number by the normal gravity value computed on the
 CA0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0445.degrees latitude (g = 980.6199 gals.).
 CA0445
 CA0445.The modeled gravity was interpolated from observed gravity values.
 CA0445
 CA0445;                    North         East    Units  Estimated Accuracy
 CA0445;SPC TX C     - 3,237,820.      810,630.      MT  (+/- 180 meters Scaled)
 CA0445
 CA0445                          SUPERSEDED SURVEY CONTROL
 CA0445
 CA0445  NGVD 29 (??/??/92)  453.112  (m)         1486.59   (f) ADJ UNCH    2 0
 CA0445
 CA0445.Superseded values are not recommended for survey control.
 CA0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0445.See file dsdata.txt to determine how the superseded data were derived.
 CA0445
 CA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA843190(NAD 83)
 CA0445_MARKER: DB = BENCH MARK DISK
 CA0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0445_STAMPING: G 382 1943
 CA0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0445+STABILITY: SURFACE MOTION
 CA0445
 CA0445  HISTORY     - Date     Condition        Report By
 CA0445  HISTORY     - 1943     MONUMENTED       CGS
 CA0445  HISTORY     - 1969     GOOD             USGS
 CA0445
 CA0445                          STATION DESCRIPTION
 CA0445
 CA0445'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 CA0445'7.8 MI NW FROM BANGS.
 CA0445'BANGS, 2.0 MILES WEST ON U.S. 67 AND 84 TO STATE FARM ROAD NO. 585,
 CA0445'THEN 5.8 MILES NORTH ON F.R. 585 TO A T-ROAD WEST WHICH IS A GRADED
 CA0445'COUNTY ROAD.  27 FT. SOUTH AND 60 FT. WEST OF THE T-ROAD CENTER-LINE
 CA0445'INTERSECTION, A USC AND GS IRON DISK SET IN THE TOP OF A CONCRETE POST
 CA0445'PROJECTING 0.3 FT., STAMPED G-382 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0463 ***********************************************************************
 CT0463  DESIGNATION -  G 383
 CT0463  PID         -  CT0463
 CT0463  STATE/COUNTY-  TX/BROWN
 CT0463  USGS QUAD   -  CROSS CUT (1987)
 CT0463
 CT0463                         *CURRENT SURVEY CONTROL
 CT0463  ___________________________________________________________________
 CT0463* NAD 83(1986)-  32 01 23.     (N)    099 07 52.     (W)     SCALED    
 CT0463* NAVD 88     -       474.195  (meters)    1555.75   (feet)  ADJUSTED  
 CT0463  ___________________________________________________________________
 CT0463  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CT0463  DYNAMIC HT  -         473.578 (meters)    1553.73  (feet)  COMP
 CT0463  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 CT0463
 CT0463  VERT ORDER  -  SECOND    CLASS 0
 CT0463
 CT0463.The horizontal coordinates were scaled from a topographic map and have
 CT0463.an estimated accuracy of +/- 6 seconds.
 CT0463
 CT0463.The orthometric height was determined by differential leveling
 CT0463.and adjusted by the National Geodetic Survey in June 1991..
 CT0463
 CT0463.The geoid height was determined by GEOID03.
 CT0463
 CT0463.The dynamic height is computed by dividing the NAVD 88
 CT0463.geopotential number by the normal gravity value computed on the
 CT0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0463.degrees latitude (g = 980.6199 gals.).
 CT0463
 CT0463.The modeled gravity was interpolated from observed gravity values.
 CT0463
 CT0463;                    North         East    Units  Estimated Accuracy
 CT0463;SPC TX C     - 3,261,850.      813,580.      MT  (+/- 180 meters Scaled)
 CT0463
 CT0463                          SUPERSEDED SURVEY CONTROL
 CT0463
 CT0463  NGVD 29 (??/??/92)  474.070  (m)         1555.34   (f) ADJ UNCH    2 0
 CT0463
 CT0463.Superseded values are not recommended for survey control.
 CT0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0463.See file dsdata.txt to determine how the superseded data were derived.
 CT0463
 CT0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA876429(NAD 83)
 CT0463_MARKER: DB = BENCH MARK DISK
 CT0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0463_STAMPING: G 383 1943
 CT0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0463+STABILITY: SURFACE MOTION
 CT0463
 CT0463  HISTORY     - Date     Condition        Report By
 CT0463  HISTORY     - 1943     MONUMENTED       CGS
 CT0463  HISTORY     - 1960     GOOD             USGS
 CT0463
 CT0463                          STATION DESCRIPTION
 CT0463
 CT0463'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CT0463'6.9 MI NE FROM BURKETT.
 CT0463'0.8 MI. N ALONG STATE HWY. 206 FROM THE POST OFFICE AT BURKETT, THENCE
 CT0463'6.1 MILES NE ALONG A DIRT ROAD, AT THE CROSSING OF STATE HWY. 279, 0.8
 CT0463'MI. S OF CROSSCUT, 49 FT. W OF THE CENTERLINE OF THE HWY. 42 FT. N OF
 CT0463'THE CENTERLINE OF THE E-W ROAD, 20 FT. N OF THE SOUTHEAST CORNER AND 7
 CT0463'FT. E OF THE CROSSCUT CEMETERY FENCE.  MARK IS 0.9 FOOT BELOW ROAD
 CT0463'OPPOSITE AND 0.3 FOOT BELOW SURFACE OF THE EARTH IN A SHALLOW TRENCH.
 CT0463'A DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2223 ***********************************************************************
 CS2223  DESIGNATION -  G 384
 CS2223  PID         -  CS2223
 CS2223  STATE/COUNTY-  TX/BOSQUE
 CS2223  USGS QUAD   -  BRAZOS POINT (1979)
 CS2223
 CS2223                         *CURRENT SURVEY CONTROL
 CS2223  ___________________________________________________________________
 CS2223* NAD 83(1986)-  32 11 47.     (N)    097 36 11.     (W)     SCALED    
 CS2223* NAVD 88     -       186.088  (meters)     610.52   (feet)  ADJUSTED  
 CS2223  ___________________________________________________________________
 CS2223  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS2223  DYNAMIC HT  -         185.860 (meters)     609.78  (feet)  COMP
 CS2223  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 CS2223
 CS2223  VERT ORDER  -  SECOND    CLASS 0
 CS2223
 CS2223.The horizontal coordinates were scaled from a topographic map and have
 CS2223.an estimated accuracy of +/- 6 seconds.
 CS2223
 CS2223.The orthometric height was determined by differential leveling
 CS2223.and adjusted by the National Geodetic Survey in June 1991..
 CS2223
 CS2223.The geoid height was determined by GEOID03.
 CS2223
 CS2223.The dynamic height is computed by dividing the NAVD 88
 CS2223.geopotential number by the normal gravity value computed on the
 CS2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2223.degrees latitude (g = 980.6199 gals.).
 CS2223
 CS2223.The modeled gravity was interpolated from observed gravity values.
 CS2223
 CS2223;                    North         East    Units  Estimated Accuracy
 CS2223;SPC TX C     - 3,283,620.      957,440.      MT  (+/- 180 meters Scaled)
 CS2223
 CS2223                          SUPERSEDED SURVEY CONTROL
 CS2223
 CS2223  NGVD 29 (??/??/92)  186.064  (m)          610.45   (f) ADJ UNCH    2 0
 CS2223
 CS2223.Superseded values are not recommended for survey control.
 CS2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2223.See file dsdata.txt to determine how the superseded data were derived.
 CS2223
 CS2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA316630(NAD 83)
 CS2223_MARKER: DB = BENCH MARK DISK
 CS2223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2223_SP_SET: CULVERT
 CS2223_STAMPING: G 384 1943
 CS2223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2223
 CS2223  HISTORY     - Date     Condition        Report By
 CS2223  HISTORY     - 1943     MONUMENTED       CGS
 CS2223  HISTORY     - 20010317 GOOD             USPSQD
 CS2223
 CS2223                          STATION DESCRIPTION
 CS2223
 CS2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2223'1.1 MI NE FROM BRAZOS POINT.
 CS2223'1.1 MILE NORTHEAST ALONG STATE HIGHWAY 174 FROM THE SCHOOL AT BRAZOS
 CS2223'POINT, AT A 3- BY 6-FOOT CONCRETE BOX CULVERT.  A DISK SET IN THE TOP
 CS2223'OF THE NORTH END OF THE EAST HEAD WALL, AND 12 FEET EAST OF THE
 CS2223'CENTERLINE OF THE HIGHWAY.
 CS2223
 CS2223                          STATION RECOVERY (2001)
 CS2223
 CS2223'RECOVERY NOTE BY US POWER SQUADRON 2001 (CWA)
 CS2223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0417 ***********************************************************************
 CA0417  DESIGNATION -  G 385
 CA0417  PID         -  CA0417
 CA0417  STATE/COUNTY-  TX/COLEMAN
 CA0417  USGS QUAD   -  COLEMAN (1987)
 CA0417
 CA0417                         *CURRENT SURVEY CONTROL
 CA0417  ___________________________________________________________________
 CA0417* NAD 83(1986)-  31 50 08.     (N)    099 28 50.     (W)     SCALED    
 CA0417* NAVD 88     -       550.518  (meters)    1806.16   (feet)  ADJUSTED  
 CA0417  ___________________________________________________________________
 CA0417  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CA0417  DYNAMIC HT  -         549.788 (meters)    1803.76  (feet)  COMP
 CA0417  MODELED GRAV-     979,296.5   (mgal)                       NAVD 88
 CA0417
 CA0417  VERT ORDER  -  SECOND    CLASS 0
 CA0417
 CA0417.The horizontal coordinates were scaled from a topographic map and have
 CA0417.an estimated accuracy of +/- 6 seconds.
 CA0417
 CA0417.The orthometric height was determined by differential leveling
 CA0417.and adjusted by the National Geodetic Survey in June 1991..
 CA0417
 CA0417.The geoid height was determined by GEOID03.
 CA0417
 CA0417.The dynamic height is computed by dividing the NAVD 88
 CA0417.geopotential number by the normal gravity value computed on the
 CA0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0417.degrees latitude (g = 980.6199 gals.).
 CA0417
 CA0417.The modeled gravity was interpolated from observed gravity values.
 CA0417
 CA0417;                    North         East    Units  Estimated Accuracy
 CA0417;SPC TX C     - 3,240,750.      780,720.      MT  (+/- 180 meters Scaled)
 CA0417
 CA0417                          SUPERSEDED SURVEY CONTROL
 CA0417
 CA0417  NGVD 29 (??/??/92)  550.407  (m)         1805.79   (f) ADJ UNCH    2 0
 CA0417
 CA0417.Superseded values are not recommended for survey control.
 CA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0417.See file dsdata.txt to determine how the superseded data were derived.
 CA0417
 CA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA545223(NAD 83)
 CA0417_MARKER: DB = BENCH MARK DISK
 CA0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0417_STAMPING: G 385 1944
 CA0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0417+STABILITY: SURFACE MOTION
 CA0417
 CA0417  HISTORY     - Date     Condition        Report By
 CA0417  HISTORY     - 1944     MONUMENTED       CGS
 CA0417  HISTORY     - 1962     MARK NOT FOUND   USGS
 CA0417
 CA0417                          STATION DESCRIPTION
 CA0417
 CA0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0417'3.5 MI W FROM COLEMAN.
 CA0417'0.2 MILE SOUTH ALONG CONCHO STREET FROM THE POST OFFICE AT COLEMAN,
 CA0417'THENCE 3.3 MILES WEST ALONG THE HORDS CREEK ROAD, AT THE EAST ENTRANCE
 CA0417'TO A SMALL WHITE FARMHOUSE, 33 FEET NORTH OF THE CENTER LINE OF THE
 CA0417'ROAD, 27 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVEWAY, AND 4 FEET
 CA0417'EAST OF A FENCE CORNER POST.  A DISK, SET IN THE TOP OF A CONCRETE
 CA0417'POST.
 CA0417
 CA0417                          STATION RECOVERY (1962)
 CA0417
 CA0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CA0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1925 ***********************************************************************
 BY1925  DESIGNATION -  G 389
 BY1925  PID         -  BY1925
 BY1925  STATE/COUNTY-  TX/MADISON
 BY1925  USGS QUAD   -  ELWOOD (1972)
 BY1925
 BY1925                         *CURRENT SURVEY CONTROL
 BY1925  ___________________________________________________________________
 BY1925* NAD 83(1986)-  31 03 03.     (N)    095 48 20.     (W)     SCALED    
 BY1925* NAVD 88     -        90.44   (+/-2cm)     296.7    (feet)  VERTCON   
 BY1925  ___________________________________________________________________
 BY1925  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY1925
 BY1925  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1925
 BY1925.The horizontal coordinates were scaled from a topographic map and have
 BY1925.an estimated accuracy of +/- 6 seconds.
 BY1925
 BY1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1925.The vertical order pertains to the NGVD 29 superseded value.
 BY1925
 BY1925.The geoid height was determined by GEOID03.
 BY1925
 BY1925;                    North         East    Units  Estimated Accuracy
 BY1925;SPC TX C     - 3,162,240.    1,132,020.      MT  (+/- 180 meters Scaled)
 BY1925
 BY1925                          SUPERSEDED SURVEY CONTROL
 BY1925
 BY1925  NGVD 29 (??/??/92)   90.429  (m)          296.68   (f) ADJ UNCH    2 0
 BY1925
 BY1925.Superseded values are not recommended for survey control.
 BY1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1925.See file dsdata.txt to determine how the superseded data were derived.
 BY1925
 BY1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ322386(NAD 83)
 BY1925_MARKER: DB = BENCH MARK DISK
 BY1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1925_STAMPING: G 389 1947
 BY1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1925+STABILITY: SURFACE MOTION
 BY1925
 BY1925  HISTORY     - Date     Condition        Report By
 BY1925  HISTORY     - 1947     MONUMENTED       CGS
 BY1925
 BY1925                          STATION DESCRIPTION
 BY1925
 BY1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1925'0.6 MI E FROM ELWOOD.
 BY1925'ABOUT 0.6 MILE EAST ALONG STATE OSR HIGHWAY FROM THE ELWOOD SCHOOL AT
 BY1925'ELWOOD, ABOUT 94 YARDS NORTHEAST OF AND ACROSS THE HIGHWAY FROM A
 BY1925'FARMHOUSE, 136.5 FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTH,
 BY1925'46.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 BY1925'HIGHWAY, 2.0 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4 IN.
 BY1925'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1925'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0737 ***********************************************************************
 AJ0737  DESIGNATION -  G 39
 AJ0737  PID         -  AJ0737
 AJ0737  STATE/COUNTY-  TX/WEBB
 AJ0737  USGS QUAD   -  LAREDO EAST (1980)
 AJ0737
 AJ0737                         *CURRENT SURVEY CONTROL
 AJ0737  ___________________________________________________________________
 AJ0737* NAD 83(1986)-  27 37 11.     (N)    099 29 24.     (W)     SCALED    
 AJ0737* NAVD 88     -       157.272  (meters)     515.98   (feet)  ADJUSTED  
 AJ0737  ___________________________________________________________________
 AJ0737  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AJ0737  DYNAMIC HT  -         157.025 (meters)     515.17  (feet)  COMP
 AJ0737  MODELED GRAV-     979,074.2   (mgal)                       NAVD 88
 AJ0737
 AJ0737  VERT ORDER  -  FIRST     CLASS II
 AJ0737
 AJ0737.The horizontal coordinates were scaled from a topographic map and have
 AJ0737.an estimated accuracy of +/- 6 seconds.
 AJ0737
 AJ0737.The orthometric height was determined by differential leveling
 AJ0737.and adjusted by the National Geodetic Survey in June 1991..
 AJ0737
 AJ0737.The geoid height was determined by GEOID03.
 AJ0737
 AJ0737.The dynamic height is computed by dividing the NAVD 88
 AJ0737.geopotential number by the normal gravity value computed on the
 AJ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0737.degrees latitude (g = 980.6199 gals.).
 AJ0737
 AJ0737.The modeled gravity was interpolated from observed gravity values.
 AJ0737
 AJ0737;                    North         East    Units  Estimated Accuracy
 AJ0737;SPC TX S     - 5,216,770.      202,290.      MT  (+/- 180 meters Scaled)
 AJ0737
 AJ0737                          SUPERSEDED SURVEY CONTROL
 AJ0737
 AJ0737  NGVD 29 (??/??/92)  157.244  (m)          515.89   (f) ADJ UNCH    1 2
 AJ0737
 AJ0737.Superseded values are not recommended for survey control.
 AJ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0737.See file dsdata.txt to determine how the superseded data were derived.
 AJ0737
 AJ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR516551(NAD 83)
 AJ0737_MARKER: Z = SEE DESCRIPTION
 AJ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0737_SP_SET: STONE POST
 AJ0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0737+STABILITY: SURFACE MOTION
 AJ0737
 AJ0737  HISTORY     - Date     Condition        Report By
 AJ0737  HISTORY     - UNK      MONUMENTED       CGS
 AJ0737  HISTORY     - 1970     GOOD             NGS
 AJ0737  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ0737
 AJ0737                          STATION DESCRIPTION
 AJ0737
 AJ0737'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 AJ0737'8.0 MI N FROM LAREDO.
 AJ0737'8.0 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0737'FROM THE STATION AT LAREDO, 45 FEET EAST OF THE EAST RAIL, 10 FEET
 AJ0737'EAST OF THE 2ND POLE SOUTH OF MILEPOST 404, 1.5 FEET WEST OF A FENCE,
 AJ0737'SURROUNDED BY THE LETTERS USBM, IN THE TOP OF A STONE POST WHICH
 AJ0737'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AJ0737
 AJ0737                          STATION RECOVERY (1970)
 AJ0737
 AJ0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AJ0737'RECOVERED IN GOOD CONDITION.
 AJ0737
 AJ0737                          STATION RECOVERY (2002)
 AJ0737
 AJ0737'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0510 ***********************************************************************
 CS0510  DESIGNATION -  G 390
 CS0510  PID         -  CS0510
 CS0510  STATE/COUNTY-  TX/NAVARRO
 CS0510  USGS QUAD   -  BAZETTE (1976)
 CS0510
 CS0510                         *CURRENT SURVEY CONTROL
 CS0510  ___________________________________________________________________
 CS0510* NAD 83(1986)-  32 12 11.     (N)    096 18 01.     (W)     SCALED    
 CS0510* NAVD 88     -       131.092  (meters)     430.09   (feet)  ADJUSTED  
 CS0510  ___________________________________________________________________
 CS0510  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0510  DYNAMIC HT  -         130.941 (meters)     429.60  (feet)  COMP
 CS0510  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 CS0510
 CS0510  VERT ORDER  -  SECOND    CLASS 0
 CS0510
 CS0510.The horizontal coordinates were scaled from a topographic map and have
 CS0510.an estimated accuracy of +/- 6 seconds.
 CS0510
 CS0510.The orthometric height was determined by differential leveling
 CS0510.and adjusted by the National Geodetic Survey in June 1991..
 CS0510
 CS0510.The geoid height was determined by GEOID03.
 CS0510
 CS0510.The dynamic height is computed by dividing the NAVD 88
 CS0510.geopotential number by the normal gravity value computed on the
 CS0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0510.degrees latitude (g = 980.6199 gals.).
 CS0510
 CS0510.The modeled gravity was interpolated from observed gravity values.
 CS0510
 CS0510;                    North         East    Units  Estimated Accuracy
 CS0510;SPC TXNC     - 2,061,650.      807,380.      MT  (+/- 180 meters Scaled)
 CS0510
 CS0510                          SUPERSEDED SURVEY CONTROL
 CS0510
 CS0510  NGVD 29 (??/??/92)  131.096  (m)          430.10   (f) ADJ UNCH    2 0
 CS0510
 CS0510.Superseded values are not recommended for survey control.
 CS0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0510.See file dsdata.txt to determine how the superseded data were derived.
 CS0510
 CS0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA544661(NAD 83)
 CS0510_MARKER: DB = BENCH MARK DISK
 CS0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0510_STAMPING: G 390 1947
 CS0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0510+STABILITY: SURFACE MOTION
 CS0510
 CS0510  HISTORY     - Date     Condition        Report By
 CS0510  HISTORY     - 1947     MONUMENTED       CGS
 CS0510  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0510
 CS0510                          STATION DESCRIPTION
 CS0510
 CS0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0510'3.1 MI W FROM BAZETTE.
 CS0510'1.1 MILES SOUTHWEST ALONG THE BAZETTE-MONTFORD ROAD FROM THE SCHOOL AT
 CS0510'BAZETTE, THENCE 2.0 MILES NORTHWEST ALONG THE BAZETTE-MONTFORD ROAD TO
 CS0510'THE SITE OF THE MARK, AT THE BUFFALO SCHOOL, 165 FEET NORTH OF THE
 CS0510'CENTER OF THE MAIN ENTRANCE TO THE SCHOOL, 34 FEET SOUTHWEST OF THE
 CS0510'CENTER LINE OF THE MAIN ROAD, 16 FEET SOUTHWEST OF REA CO-OP POLE
 CS0510'3/78, 2 FEET NORTHWEST OF A 4X4 MARKER POST, NEAR THE NORTH CORNER OF
 CS0510'THE SCHOOL YARD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS0510'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0510
 CS0510                          STATION RECOVERY (1961)
 CS0510
 CS0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1622 ***********************************************************************
 CS1622  DESIGNATION -  G 391
 CS1622  PID         -  CS1622
 CS1622  STATE/COUNTY-  TX/TARRANT
 CS1622  USGS QUAD   -  BENBROOK (1981)
 CS1622
 CS1622                         *CURRENT SURVEY CONTROL
 CS1622  ___________________________________________________________________
 CS1622* NAD 83(1986)-  32 41 40.     (N)    097 26 41.     (W)     SCALED    
 CS1622* NAVD 88     -       191.881  (meters)     629.53   (feet)  ADJUSTED  
 CS1622  ___________________________________________________________________
 CS1622  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CS1622  DYNAMIC HT  -         191.655 (meters)     628.79  (feet)  COMP
 CS1622  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 CS1622
 CS1622  VERT ORDER  -  FIRST     CLASS II
 CS1622
 CS1622.The horizontal coordinates were scaled from a topographic map and have
 CS1622.an estimated accuracy of +/- 6 seconds.
 CS1622
 CS1622.The orthometric height was determined by differential leveling
 CS1622.and adjusted by the National Geodetic Survey in June 1991..
 CS1622
 CS1622.The geoid height was determined by GEOID03.
 CS1622
 CS1622.The dynamic height is computed by dividing the NAVD 88
 CS1622.geopotential number by the normal gravity value computed on the
 CS1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1622.degrees latitude (g = 980.6199 gals.).
 CS1622
 CS1622.The modeled gravity was interpolated from observed gravity values.
 CS1622
 CS1622;                    North         East    Units  Estimated Accuracy
 CS1622;SPC TXNC     - 2,114,470.      698,950.      MT  (+/- 180 meters Scaled)
 CS1622
 CS1622                          SUPERSEDED SURVEY CONTROL
 CS1622
 CS1622.No superseded survey control is available for this station.
 CS1622
 CS1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB457184(NAD 83)
 CS1622_MARKER: DB = BENCH MARK DISK
 CS1622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1622_SP_SET: ABUTMENT
 CS1622_STAMPING: G 391 1947
 CS1622_MARK LOGO: CGS   
 CS1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1622
 CS1622  HISTORY     - Date     Condition        Report By
 CS1622  HISTORY     - 1947     MONUMENTED       CGS
 CS1622  HISTORY     - 1962     GOOD             NGS
 CS1622  HISTORY     - 1983     GOOD             NGS
 CS1622  HISTORY     - 1989     GOOD             USPSQD
 CS1622  HISTORY     - 19970301 GOOD             USPSQD
 CS1622  HISTORY     - 20041023 GOOD             USPSQD
 CS1622
 CS1622                          STATION DESCRIPTION
 CS1622
 CS1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1622'8.2 MI SW FROM FORT WORTH.
 CS1622'8.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFICE RAILWAY FROM THE
 CS1622'TEXAS AND PACIFIC RAILWAY STATION AT FORT WORTH AND ABOUT 1.0 MILE
 CS1622'NORTHEAST OF THE BENBROOK SIDING, SET IN THE SOUTHWEST END OF STEEL
 CS1622'RAILWAY BRIDGE 253.6, IN THE WEST CONCRETE ABUTMENT, 9.0 FEET
 CS1622'NORTHWEST OF AND FLUSH WITH THE CENTER LINE OF THE TRACK, THE BRIDGE
 CS1622'IS LOCATED ABOUT ELEVEN POLES NORTHWEST OF THE OLD STOVE FOUNDRY ROAD
 CS1622'RAILWAY CROSSING.  A BRONZE DISK SET IN A DRILL HOLE IN CONCRETE.
 CS1622'NOTE-- THE BENCH MARK WAS REACHED FROM BENBROOK.  1.15 MILES NORTHEAST
 CS1622'ALONG A BLACK TOP ROAD FROM THE JUNCTION OF U.S. HIGHWAY 377 AND THE
 CS1622'FIRST ROAD SOUTH OF THE RAILROAD OVER PASS, THENCE WALKING ABOUT 1/4
 CS1622'MILE, EASTERLY, ACROSS COUNTRY TO RAILROAD BRIDGE AND BENCH MARK AS
 CS1622'DESCRIBED.
 CS1622
 CS1622                          STATION RECOVERY (1983)
 CS1622
 CS1622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1622'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.7 KM (7.9
 CS1622'MI) WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 CS1622'WITH SOUTH MAIN STREET IN FORT WORTH, IN TOP OF AMD 0.9 METER (3.0 FT)
 CS1622'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 CS1622'RAILROAD BRIDGE NUMBER 2536 SPANNING MARYS CREEK AND 2.0 METERS (6.6
 CS1622'FT) NORTHWEST OF THE NEAR RAIL.  NOTE=THE DISK HAS BEEN MUTILATED AND
 CS1622'THE STAMPING IS ILLEGIBLE.
 CS1622'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CS1622
 CS1622                          STATION RECOVERY (1989)
 CS1622
 CS1622'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLO)
 CS1622'RECOVERED IN GOOD CONDITION.
 CS1622
 CS1622                          STATION RECOVERY (1997)
 CS1622
 CS1622'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1622'RECOVERED IN GOOD CONDITION.
 CS1622
 CS1622                          STATION RECOVERY (2004)
 CS1622
 CS1622'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS1622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0666 ***********************************************************************
 BZ0666  DESIGNATION -  G 392
 BZ0666  PID         -  BZ0666
 BZ0666  STATE/COUNTY-  TX/NAVARRO
 BZ0666  USGS QUAD   -  PURDON (1978)
 BZ0666
 BZ0666                         *CURRENT SURVEY CONTROL
 BZ0666  ___________________________________________________________________
 BZ0666* NAD 83(1986)-  31 58 36.     (N)    096 33 47.     (W)     SCALED    
 BZ0666* NAVD 88     -       114.376  (meters)     375.25   (feet)  ADJUSTED  
 BZ0666  ___________________________________________________________________
 BZ0666  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BZ0666  DYNAMIC HT  -         114.242 (meters)     374.81  (feet)  COMP
 BZ0666  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 BZ0666
 BZ0666  VERT ORDER  -  SECOND    CLASS 0
 BZ0666
 BZ0666.The horizontal coordinates were scaled from a topographic map and have
 BZ0666.an estimated accuracy of +/- 6 seconds.
 BZ0666
 BZ0666.The orthometric height was determined by differential leveling
 BZ0666.and adjusted by the National Geodetic Survey in June 1991..
 BZ0666
 BZ0666.The geoid height was determined by GEOID03.
 BZ0666
 BZ0666.The dynamic height is computed by dividing the NAVD 88
 BZ0666.geopotential number by the normal gravity value computed on the
 BZ0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0666.degrees latitude (g = 980.6199 gals.).
 BZ0666
 BZ0666.The modeled gravity was interpolated from observed gravity values.
 BZ0666
 BZ0666;                    North         East    Units  Estimated Accuracy
 BZ0666;SPC TXNC     - 2,036,070.      783,070.      MT  (+/- 180 meters Scaled)
 BZ0666
 BZ0666                          SUPERSEDED SURVEY CONTROL
 BZ0666
 BZ0666  NGVD 29 (??/??/92)  114.365  (m)          375.21   (f) ADJ UNCH    2 0
 BZ0666
 BZ0666.Superseded values are not recommended for survey control.
 BZ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0666.See file dsdata.txt to determine how the superseded data were derived.
 BZ0666
 BZ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA302404(NAD 83)
 BZ0666_MARKER: DB = BENCH MARK DISK
 BZ0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0666_SP_SET: CULVERT
 BZ0666_STAMPING: G 392 1947
 BZ0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0666
 BZ0666  HISTORY     - Date     Condition        Report By
 BZ0666  HISTORY     - 1947     MONUMENTED       CGS
 BZ0666  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0666
 BZ0666                          STATION DESCRIPTION
 BZ0666
 BZ0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0666'3.6 MI NE FROM PURDON.
 BZ0666'3.6 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM THE
 BZ0666'STATION AT PURDON, 2.7 MILES SOUTHWEST OF THE FLAG STOP AT CORBET, 0.6
 BZ0666'MILE NORTHEAST OF THE FLAG STOP AT JESTER, MIDWAY BETWEEN TELEPHONE
 BZ0666'POLE 631/10 AND TELEPHONE POLE 631/15, 43.5 FEET NORTH OF TELEGRAPH
 BZ0666'POLE HE 13, 14.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 6 FEET
 BZ0666'BELOW THE LEVEL OF THE RAILS.  A BRONZE DISK SET IN THE TOP OF THE
 BZ0666'SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 6X8 FOOT CONCRETE
 BZ0666'CULVERT.
 BZ0666
 BZ0666                          STATION RECOVERY (2002)
 BZ0666
 BZ0666'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BZ0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0672 ***********************************************************************
 CS0672  DESIGNATION -  G 393
 CS0672  PID         -  CS0672
 CS0672  STATE/COUNTY-  TX/NAVARRO
 CS0672  USGS QUAD   -  POWELL (1959)
 CS0672
 CS0672                         *CURRENT SURVEY CONTROL
 CS0672  ___________________________________________________________________
 CS0672* NAD 83(1986)-  32 06 21.     (N)    096 19 07.     (W)     SCALED    
 CS0672* NAVD 88     -       112.142  (meters)     367.92   (feet)  ADJUSTED  
 CS0672  ___________________________________________________________________
 CS0672  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0672  DYNAMIC HT  -         112.012 (meters)     367.49  (feet)  COMP
 CS0672  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 CS0672
 CS0672  VERT ORDER  -  SECOND    CLASS 0
 CS0672
 CS0672.The horizontal coordinates were scaled from a topographic map and have
 CS0672.an estimated accuracy of +/- 6 seconds.
 CS0672
 CS0672.The orthometric height was determined by differential leveling
 CS0672.and adjusted by the National Geodetic Survey in June 1991..
 CS0672
 CS0672.The geoid height was determined by GEOID03.
 CS0672
 CS0672.The dynamic height is computed by dividing the NAVD 88
 CS0672.geopotential number by the normal gravity value computed on the
 CS0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0672.degrees latitude (g = 980.6199 gals.).
 CS0672
 CS0672.The modeled gravity was interpolated from observed gravity values.
 CS0672
 CS0672;                    North         East    Units  Estimated Accuracy
 CS0672;SPC TXNC     - 2,050,840.      805,880.      MT  (+/- 180 meters Scaled)
 CS0672
 CS0672                          SUPERSEDED SURVEY CONTROL
 CS0672
 CS0672  NGVD 29 (??/??/92)  112.142  (m)          367.92   (f) ADJ UNCH    2 0
 CS0672
 CS0672.Superseded values are not recommended for survey control.
 CS0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0672.See file dsdata.txt to determine how the superseded data were derived.
 CS0672
 CS0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA530553(NAD 83)
 CS0672_MARKER: DB = BENCH MARK DISK
 CS0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0672_STAMPING: G 393 1947
 CS0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0672+STABILITY: SURFACE MOTION
 CS0672
 CS0672  HISTORY     - Date     Condition        Report By
 CS0672  HISTORY     - 1947     MONUMENTED       CGS
 CS0672  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0672
 CS0672                          STATION DESCRIPTION
 CS0672
 CS0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0672'1.0 MI S FROM POWELL.
 CS0672'1.0 MILE SOUTH OF POWELL HIGH SCHOOL ALONG A COUNTY ROAD LEADING TO
 CS0672'ELM FLAT SCHOOL, 125 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL
 CS0672'FARM HOUSE, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH
 CS0672'OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS0672'POST.
 CS0672
 CS0672                          STATION RECOVERY (2002)
 CS0672
 CS0672'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 CS0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1005 ***********************************************************************
 CS1005  DESIGNATION -  G 394
 CS1005  PID         -  CS1005
 CS1005  STATE/COUNTY-  TX/DALLAS
 CS1005  USGS QUAD   -  DALLAS (1981)
 CS1005
 CS1005                         *CURRENT SURVEY CONTROL
 CS1005  ___________________________________________________________________
 CS1005* NAD 83(1986)-  32 50 13.     (N)    096 51 56.     (W)     SCALED    
 CS1005* NAVD 88     -       134.995  (meters)     442.90   (feet)  ADJUSTED  
 CS1005  ___________________________________________________________________
 CS1005  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CS1005  DYNAMIC HT  -         134.842 (meters)     442.39  (feet)  COMP
 CS1005  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 CS1005
 CS1005  VERT ORDER  -  FIRST     CLASS II
 CS1005
 CS1005.The horizontal coordinates were scaled from a topographic map and have
 CS1005.an estimated accuracy of +/- 6 seconds.
 CS1005
 CS1005.The orthometric height was determined by differential leveling
 CS1005.and adjusted by the National Geodetic Survey in June 1991..
 CS1005
 CS1005.The geoid height was determined by GEOID03.
 CS1005
 CS1005.The dynamic height is computed by dividing the NAVD 88
 CS1005.geopotential number by the normal gravity value computed on the
 CS1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1005.degrees latitude (g = 980.6199 gals.).
 CS1005
 CS1005.The modeled gravity was interpolated from observed gravity values.
 CS1005
 CS1005;                    North         East    Units  Estimated Accuracy
 CS1005;SPC TXNC     - 2,130,960.      753,000.      MT  (+/- 180 meters Scaled)
 CS1005
 CS1005                          SUPERSEDED SURVEY CONTROL
 CS1005
 CS1005  NGVD 29 (??/??/92)  135.015  (m)          442.96   (f) ADJ UNCH    1 2
 CS1005
 CS1005.Superseded values are not recommended for survey control.
 CS1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1005.See file dsdata.txt to determine how the superseded data were derived.
 CS1005
 CS1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB997352(NAD 83)
 CS1005_MARKER: DD = SURVEY DISK
 CS1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1005_STAMPING: G 394 1947 2W
 CS1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1005+STABILITY: SURFACE MOTION
 CS1005
 CS1005  HISTORY     - Date     Condition        Report By
 CS1005  HISTORY     - 1947     MONUMENTED       TX1730
 CS1005  HISTORY     - 1958     GOOD             NGS
 CS1005  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1005
 CS1005                          STATION DESCRIPTION
 CS1005
 CS1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1005'5.5 MI NW FROM DALLAS.
 CS1005'ABOUT 5.5 MILES NORTHWEST FROM THE COUNTY COURT HOUSE IN DALLAS, AT
 CS1005'THE INTERSECTION OF HARRY HINES BLVD. (U.S. HIGHWAY NO. 77) AND
 CS1005'BURBANK STREET, 27.9 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTH
 CS1005'BOUND TRAFFIC LANE AND 15.8 FEET SOUTHWEST OF THE CENTERLINE OF THE
 CS1005'NORTH BOUND TRAFFIC LANE.  IT IS 3 FEET SOUTHWEST OF THE SOUTHWEST
 CS1005'CURB OF THE NORTH BOUND TRAFFIC LANE AND 55.4 FEET NORTHWEST OF THE
 CS1005'CENTER LINE OF BURBANK STREET.  A CITY OF DALLAS DISK IN A CONCRETE
 CS1005'MONUMENT 18 INCHES SQUARE AND ABOUT 3 INCHES BELOW THE SURFACE OF THE
 CS1005'PARKWAY.
 CS1005
 CS1005                          STATION RECOVERY (2000)
 CS1005
 CS1005'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1050 ***********************************************************************
 CS1050  DESIGNATION -  G 395
 CS1050  PID         -  CS1050
 CS1050  STATE/COUNTY-  TX/DALLAS
 CS1050  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1050
 CS1050                         *CURRENT SURVEY CONTROL
 CS1050  ___________________________________________________________________
 CS1050* NAD 83(1986)-  32 48 25.     (N)    096 44 00.     (W)     SCALED    
 CS1050* NAVD 88     -       143.328  (meters)     470.24   (feet)  ADJUSTED  
 CS1050  ___________________________________________________________________
 CS1050  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CS1050  DYNAMIC HT  -         143.166 (meters)     469.70  (feet)  COMP
 CS1050  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 CS1050
 CS1050  VERT ORDER  -  FIRST     CLASS II
 CS1050
 CS1050.The horizontal coordinates were scaled from a topographic map and have
 CS1050.an estimated accuracy of +/- 6 seconds.
 CS1050
 CS1050.The orthometric height was determined by differential leveling
 CS1050.and adjusted by the National Geodetic Survey in June 1991..
 CS1050
 CS1050.The geoid height was determined by GEOID03.
 CS1050
 CS1050.The dynamic height is computed by dividing the NAVD 88
 CS1050.geopotential number by the normal gravity value computed on the
 CS1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1050.degrees latitude (g = 980.6199 gals.).
 CS1050
 CS1050.The modeled gravity was interpolated from observed gravity values.
 CS1050
 CS1050;                    North         East    Units  Estimated Accuracy
 CS1050;SPC TXNC     - 2,127,840.      765,430.      MT  (+/- 180 meters Scaled)
 CS1050
 CS1050                          SUPERSEDED SURVEY CONTROL
 CS1050
 CS1050  NGVD 29 (??/??/92)  143.338  (m)          470.27   (f) ADJ UNCH    1 2
 CS1050
 CS1050.Superseded values are not recommended for survey control.
 CS1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1050.See file dsdata.txt to determine how the superseded data were derived.
 CS1050
 CS1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB122321(NAD 83)
 CS1050_MARKER: DD = SURVEY DISK
 CS1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1050_STAMPING: G 395 1947 1 M
 CS1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1050+STABILITY: SURFACE MOTION
 CS1050
 CS1050  HISTORY     - Date     Condition        Report By
 CS1050  HISTORY     - 1947     MONUMENTED       TX1730
 CS1050  HISTORY     - 1947     GOOD             NGS
 CS1050  HISTORY     - 1958     GOOD             NGS
 CS1050  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CS1050  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1050
 CS1050                          STATION DESCRIPTION
 CS1050
 CS1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1050'IN DALLAS.
 CS1050'AT DALLAS, AT THE INTERSECTION OF EAST GRAND AVENUE AND THE G.C. AND
 CS1050'S.F. RAILROAD, 48.3 FEET EAST OF THE CENTER LINE OF THE TRACK, 36.8
 CS1050'FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF EAST GRAND
 CS1050'AVENUE, 14.2 FEET SOUTHEAST OF A FENCE CORNER, 11.1 FEET EAST OF A
 CS1050'POWER POLE AND 1.0 FOOT SOUTHWEST OF THE RIGHT OF WAY FENCE.  A BRONZE
 CS1050'DISK SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW GROUND.
 CS1050
 CS1050                          STATION RECOVERY (1958)
 CS1050
 CS1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1050'RECOVERED IN GOOD CONDITION.
 CS1050
 CS1050                          STATION RECOVERY (1984)
 CS1050
 CS1050'RECOVERY NOTE BY US POWER SQUADRON 1984
 CS1050'MARK NOT FOUND.
 CS1050
 CS1050                          STATION RECOVERY (1999)
 CS1050
 CS1050'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0611 ***********************************************************************
 CR0611  DESIGNATION -  G 396
 CR0611  PID         -  CR0611
 CR0611  STATE/COUNTY-  TX/HENDERSON
 CR0611  USGS QUAD   -  CROSS ROADS (1984)
 CR0611
 CR0611                         *CURRENT SURVEY CONTROL
 CR0611  ___________________________________________________________________
 CR0611* NAD 83(1986)-  32 03 28.     (N)    095 58 18.     (W)     SCALED    
 CR0611* NAVD 88     -       112.960  (meters)     370.60   (feet)  ADJUSTED  
 CR0611  ___________________________________________________________________
 CR0611  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CR0611  DYNAMIC HT  -         112.827 (meters)     370.17  (feet)  COMP
 CR0611  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 CR0611
 CR0611  VERT ORDER  -  SECOND    CLASS 0
 CR0611
 CR0611.The horizontal coordinates were scaled from a topographic map and have
 CR0611.an estimated accuracy of +/- 6 seconds.
 CR0611
 CR0611.The orthometric height was determined by differential leveling
 CR0611.and adjusted by the National Geodetic Survey in June 1991..
 CR0611
 CR0611.The geoid height was determined by GEOID03.
 CR0611
 CR0611.The dynamic height is computed by dividing the NAVD 88
 CR0611.geopotential number by the normal gravity value computed on the
 CR0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0611.degrees latitude (g = 980.6199 gals.).
 CR0611
 CR0611.The modeled gravity was interpolated from observed gravity values.
 CR0611
 CR0611;                    North         East    Units  Estimated Accuracy
 CR0611;SPC TXNC     - 2,046,250.      838,740.      MT  (+/- 180 meters Scaled)
 CR0611
 CR0611                          SUPERSEDED SURVEY CONTROL
 CR0611
 CR0611  NGVD 29 (??/??/92)  112.962  (m)          370.61   (f) ADJ UNCH    2 0
 CR0611
 CR0611.Superseded values are not recommended for survey control.
 CR0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0611.See file dsdata.txt to determine how the superseded data were derived.
 CR0611
 CR0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR194507(NAD 83)
 CR0611_MARKER: DB = BENCH MARK DISK
 CR0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0611_STAMPING: G 396 1947
 CR0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0611+STABILITY: SURFACE MOTION
 CR0611
 CR0611  HISTORY     - Date     Condition        Report By
 CR0611  HISTORY     - 1947     MONUMENTED       CGS
 CR0611
 CR0611                          STATION DESCRIPTION
 CR0611
 CR0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0611'0.6 MI N FROM CROSS ROADS.
 CR0611'0.6 MILE NORTH ALONG FARM HIGHWAY 90 FROM THE SCHOOL AT CROSS ROADS,
 CR0611'101 FEET SOUTH OF THE WEST END OF A CONCRETE CULVERT, ABOUT 130 FEET
 CR0611'NORTHWEST OF A WHITE FRAME HOUSE, 37 FEET WEST OF THE CENTER LINE OF
 CR0611'THE HIGHWAY, 28 FEET NORTH OF A POWER POLE, 2 FEET SOUTH OF A 4X4
 CR0611'MARKER POST, 1 FOOT EAST OF A FENCE.  A BRONZE DISK SET IN THE TOP OF
 CR0611'A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0568 ***********************************************************************
 CS0568  DESIGNATION -  G 397
 CS0568  PID         -  CS0568
 CS0568  STATE/COUNTY-  TX/NAVARRO
 CS0568  USGS QUAD   -  CHATFIELD (1961)
 CS0568
 CS0568                         *CURRENT SURVEY CONTROL
 CS0568  ___________________________________________________________________
 CS0568* NAD 83(1986)-  32 10 46.     (N)    096 28 47.     (W)     SCALED    
 CS0568* NAVD 88     -       106.494  (meters)     349.39   (feet)  ADJUSTED  
 CS0568  ___________________________________________________________________
 CS0568  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CS0568  DYNAMIC HT  -         106.370 (meters)     348.98  (feet)  COMP
 CS0568  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 CS0568
 CS0568  VERT ORDER  -  SECOND    CLASS 0
 CS0568
 CS0568.The horizontal coordinates were scaled from a topographic map and have
 CS0568.an estimated accuracy of +/- 6 seconds.
 CS0568
 CS0568.The orthometric height was determined by differential leveling
 CS0568.and adjusted by the National Geodetic Survey in June 1991..
 CS0568
 CS0568.The geoid height was determined by GEOID03.
 CS0568
 CS0568.The dynamic height is computed by dividing the NAVD 88
 CS0568.geopotential number by the normal gravity value computed on the
 CS0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0568.degrees latitude (g = 980.6199 gals.).
 CS0568
 CS0568.The modeled gravity was interpolated from observed gravity values.
 CS0568
 CS0568;                    North         East    Units  Estimated Accuracy
 CS0568;SPC TXNC     - 2,058,700.      790,520.      MT  (+/- 180 meters Scaled)
 CS0568
 CS0568                          SUPERSEDED SURVEY CONTROL
 CS0568
 CS0568  NGVD 29 (??/??/92)  106.496  (m)          349.40   (f) ADJ UNCH    2 0
 CS0568
 CS0568.Superseded values are not recommended for survey control.
 CS0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0568.See file dsdata.txt to determine how the superseded data were derived.
 CS0568
 CS0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA376631(NAD 83)
 CS0568_MARKER: DB = BENCH MARK DISK
 CS0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0568_SP_SET: BRIDGE
 CS0568_STAMPING: G 397 1947
 CS0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0568
 CS0568  HISTORY     - Date     Condition        Report By
 CS0568  HISTORY     - 1947     MONUMENTED       CGS
 CS0568
 CS0568                          STATION DESCRIPTION
 CS0568
 CS0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0568'4.5 MI S FROM RICE.
 CS0568'4.5 MILES SOUTH ALONG THE TRACK FROM THE TEXAS AND NEW ORLEANS
 CS0568'RAILROAD STATION AT RICE, AT THE NORTH END OF A STEEL BRIDGE, 19 POLES
 CS0568'SOUTH OF MILE POST NO. 217, 3 POLES SOUTH OF THE SWITCH STAND AT THE
 CS0568'SOUTH END OF CARL SIDING, 66.0 FEET SOUTH OF A DIRT ROAD CROSSING, 7.2
 CS0568'FEET WEST OF THE WEST RAIL, 4.0 FEET BELOW THE BASE OF THE RAILS, SET
 CS0568'IN TOP OF THE WEST END OF THE CONCRETE SOCKET FOR THE NORTH END OF
 CS0568'BRIDGE NO. 216.46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2348 ***********************************************************************
 BY2348  DESIGNATION -  G 398
 BY2348  PID         -  BY2348
 BY2348  STATE/COUNTY-  TX/ANDERSON
 BY2348  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2348
 BY2348                         *CURRENT SURVEY CONTROL
 BY2348  ___________________________________________________________________
 BY2348* NAD 83(1986)-  31 42 35.     (N)    095 44 51.     (W)     SCALED    
 BY2348* NAVD 88     -        91.565  (meters)     300.41   (feet)  ADJUSTED  
 BY2348  ___________________________________________________________________
 BY2348  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BY2348  DYNAMIC HT  -          91.454 (meters)     300.05  (feet)  COMP
 BY2348  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 BY2348
 BY2348  VERT ORDER  -  SECOND    CLASS 0
 BY2348
 BY2348.The horizontal coordinates were scaled from a topographic map and have
 BY2348.an estimated accuracy of +/- 6 seconds.
 BY2348
 BY2348.The orthometric height was determined by differential leveling
 BY2348.and adjusted by the National Geodetic Survey in June 1991..
 BY2348
 BY2348.The geoid height was determined by GEOID03.
 BY2348
 BY2348.The dynamic height is computed by dividing the NAVD 88
 BY2348.geopotential number by the normal gravity value computed on the
 BY2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2348.degrees latitude (g = 980.6199 gals.).
 BY2348
 BY2348.The modeled gravity was interpolated from observed gravity values.
 BY2348
 BY2348;                    North         East    Units  Estimated Accuracy
 BY2348;SPC TX C     - 3,235,450.    1,134,550.      MT  (+/- 180 meters Scaled)
 BY2348
 BY2348                          SUPERSEDED SURVEY CONTROL
 BY2348
 BY2348  NGVD 29 (??/??/92)   91.534  (m)          300.31   (f) ADJ UNCH    2 0
 BY2348
 BY2348.Superseded values are not recommended for survey control.
 BY2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2348.See file dsdata.txt to determine how the superseded data were derived.
 BY2348
 BY2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR396115(NAD 83)
 BY2348_MARKER: DB = BENCH MARK DISK
 BY2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2348_STAMPING: G 398 1947
 BY2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2348+STABILITY: SURFACE MOTION
 BY2348
 BY2348  HISTORY     - Date     Condition        Report By
 BY2348  HISTORY     - 1947     MONUMENTED       CGS
 BY2348  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2348  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2348
 BY2348                          STATION DESCRIPTION
 BY2348
 BY2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2348'2.0 MI NW FROM TUCKER.
 BY2348'ALONG A GRADED COUNTY ROAD LEADING TO TENNESSEE COLONY, 2.0 MILES
 BY2348'NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION SIGNBOARD TUCKER,
 BY2348'IN A WOODED SECTION, 46 FEET NORTHEAST OF THE CENTER OF THE ROAD, 9
 BY2348'FEET SOUTHEAST OF THE SOUTHEAST END OF A WOODEN GATE, 2 FEET SOUTHWEST
 BY2348'OF A WIRE FENCE, 2 FEET NORTHWEST OF WITNESS POST.
 BY2348
 BY2348                          STATION RECOVERY (1977)
 BY2348
 BY2348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2348'MARK NOT FOUND.
 BY2348
 BY2348                          STATION RECOVERY (1980)
 BY2348
 BY2348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2279 ***********************************************************************
 BY2279  DESIGNATION -  G 399
 BY2279  PID         -  BY2279
 BY2279  STATE/COUNTY-  TX/ANDERSON
 BY2279  USGS QUAD   -  CAYUGA (1982)
 BY2279
 BY2279                         *CURRENT SURVEY CONTROL
 BY2279  ___________________________________________________________________
 BY2279* NAD 83(1986)-  31 59 21.     (N)    095 53 11.     (W)     SCALED    
 BY2279* NAVD 88     -       117.028  (meters)     383.95   (feet)  ADJUSTED  
 BY2279  ___________________________________________________________________
 BY2279  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 BY2279  DYNAMIC HT  -         116.890 (meters)     383.50  (feet)  COMP
 BY2279  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 BY2279
 BY2279  VERT ORDER  -  SECOND    CLASS 0
 BY2279
 BY2279.The horizontal coordinates were scaled from a topographic map and have
 BY2279.an estimated accuracy of +/- 6 seconds.
 BY2279
 BY2279.The orthometric height was determined by differential leveling
 BY2279.and adjusted by the National Geodetic Survey in June 1991..
 BY2279
 BY2279.The geoid height was determined by GEOID03.
 BY2279
 BY2279.The dynamic height is computed by dividing the NAVD 88
 BY2279.geopotential number by the normal gravity value computed on the
 BY2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2279.degrees latitude (g = 980.6199 gals.).
 BY2279
 BY2279.The modeled gravity was interpolated from observed gravity values.
 BY2279
 BY2279;                    North         East    Units  Estimated Accuracy
 BY2279;SPC TX C     - 3,265,880.    1,120,160.      MT  (+/- 180 meters Scaled)
 BY2279
 BY2279                          SUPERSEDED SURVEY CONTROL
 BY2279
 BY2279  NGVD 29 (??/??/92)  117.022  (m)          383.93   (f) ADJ UNCH    2 0
 BY2279
 BY2279.Superseded values are not recommended for survey control.
 BY2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2279.See file dsdata.txt to determine how the superseded data were derived.
 BY2279
 BY2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR272428(NAD 83)
 BY2279_MARKER: DB = BENCH MARK DISK
 BY2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2279_STAMPING: G 399 1947
 BY2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2279+STABILITY: SURFACE MOTION
 BY2279
 BY2279  HISTORY     - Date     Condition        Report By
 BY2279  HISTORY     - 1947     MONUMENTED       CGS
 BY2279  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2279
 BY2279                          STATION DESCRIPTION
 BY2279
 BY2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2279'6.6 MI NE FROM CAYUGA.
 BY2279'ALONG A NARROW OIL ROAD, 1.1 MILES NORTH THENCE 5.5 MILES EAST OF
 BY2279'CAYUGA POST OFFICE, ON THE WEST SLOPE OF A HILL, 34 FEET NORTH OF THE
 BY2279'CENTER OF THE ROAD, 18 FEET WEST OF THE WEST END OF A WOODEN GATE, 2
 BY2279'FEET SOUTH OF A WIRE FENCE, 2 FEET EAST OF WITNESS POST.
 BY2279
 BY2279                          STATION RECOVERY (1977)
 BY2279
 BY2279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0634 ***********************************************************************
 AB0634  DESIGNATION -  G 4
 AB0634  PID         -  AB0634
 AB0634  STATE/COUNTY-  TX/CAMERON
 AB0634  USGS QUAD   -  RIO HONDO (1980)
 AB0634
 AB0634                         *CURRENT SURVEY CONTROL
 AB0634  ___________________________________________________________________
 AB0634* NAD 83(1986)-  26 08 27.     (N)    097 35 20.     (W)     SCALED    
 AB0634* NAVD 88     -         8.816  (meters)      28.92   (feet)  ADJUSTED  
 AB0634  ___________________________________________________________________
 AB0634  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AB0634  DYNAMIC HT  -           8.802 (meters)      28.88  (feet)  COMP
 AB0634  MODELED GRAV-     979,037.8   (mgal)                       NAVD 88
 AB0634
 AB0634  VERT ORDER  -  SECOND    CLASS 0
 AB0634
 AB0634.The horizontal coordinates were scaled from a topographic map and have
 AB0634.an estimated accuracy of +/- 6 seconds.
 AB0634
 AB0634.The orthometric height was determined by differential leveling
 AB0634.and adjusted by the National Geodetic Survey in June 1991..
 AB0634
 AB0634.The geoid height was determined by GEOID03.
 AB0634
 AB0634.The dynamic height is computed by dividing the NAVD 88
 AB0634.geopotential number by the normal gravity value computed on the
 AB0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0634.degrees latitude (g = 980.6199 gals.).
 AB0634
 AB0634.The modeled gravity was interpolated from observed gravity values.
 AB0634
 AB0634;                    North         East    Units  Estimated Accuracy
 AB0634;SPC TX S     - 5,052,860.      391,110.      MT  (+/- 180 meters Scaled)
 AB0634
 AB0634                          SUPERSEDED SURVEY CONTROL
 AB0634
 AB0634  NGVD 29 (??/??/92)    8.922  (m)           29.27   (f) ADJ UNCH    2 0
 AB0634
 AB0634.Superseded values are not recommended for survey control.
 AB0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0634.See file dsdata.txt to determine how the superseded data were derived.
 AB0634
 AB0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP410920(NAD 83)
 AB0634_MARKER: DD = SURVEY DISK
 AB0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0634_SP_SET: CULVERT
 AB0634_STAMPING: G 4 29.11
 AB0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0634
 AB0634  HISTORY     - Date     Condition        Report By
 AB0634  HISTORY     - UNK      MONUMENTED
 AB0634  HISTORY     - 1942     GOOD             NGS
 AB0634  HISTORY     - 1987     GOOD             USPSQD
 AB0634  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0634
 AB0634                          STATION DESCRIPTION
 AB0634
 AB0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0634'3.5 MI E FROM SAN BENITO.
 AB0634'3.5 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0634'BENITO, CAMERON COUNTY, 1.7 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0634'TO BAYVIEW.  AT A RAILROAD CROSSING, 40 FEET WEST OF THE CENTERLINE OF
 AB0634'THE RAILROAD, 30 FEET NORTH OF AND 2 FEET HIGHER THAN THE CENTERLINE
 AB0634'OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF
 AB0634'THE NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED G 4
 AB0634'29.11.
 AB0634
 AB0634                          STATION RECOVERY (1987)
 AB0634
 AB0634'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0634'RECOVERED IN GOOD CONDITION.
 AB0634
 AB0634                          STATION RECOVERY (1988)
 AB0634
 AB0634'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0720 ***********************************************************************
 BZ0720  DESIGNATION -  G 4
 BZ0720  PID         -  BZ0720
 BZ0720  STATE/COUNTY-  TX/MCLENNAN
 BZ0720  USGS QUAD   -  WACO WEST (1975)
 BZ0720
 BZ0720                         *CURRENT SURVEY CONTROL
 BZ0720  ___________________________________________________________________
 BZ0720* NAD 83(1986)-  31 33 15.     (N)    097 07 45.     (W)     SCALED    
 BZ0720* NAVD 88     -       126.328  (meters)     414.46   (feet)  ADJUSTED  
 BZ0720  ___________________________________________________________________
 BZ0720  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BZ0720  DYNAMIC HT  -         126.170 (meters)     413.94  (feet)  COMP
 BZ0720  MODELED GRAV-     979,386.8   (mgal)                       NAVD 88
 BZ0720
 BZ0720  VERT ORDER  -  FIRST     CLASS II
 BZ0720
 BZ0720.The horizontal coordinates were scaled from a topographic map and have
 BZ0720.an estimated accuracy of +/- 6 seconds.
 BZ0720
 BZ0720.The orthometric height was determined by differential leveling
 BZ0720.and adjusted by the National Geodetic Survey in June 1991..
 BZ0720
 BZ0720.The geoid height was determined by GEOID03.
 BZ0720
 BZ0720.The dynamic height is computed by dividing the NAVD 88
 BZ0720.geopotential number by the normal gravity value computed on the
 BZ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0720.degrees latitude (g = 980.6199 gals.).
 BZ0720
 BZ0720.The modeled gravity was interpolated from observed gravity values.
 BZ0720
 BZ0720;                    North         East    Units  Estimated Accuracy
 BZ0720;SPC TX C     - 3,213,620.    1,004,160.      MT  (+/- 180 meters Scaled)
 BZ0720
 BZ0720                          SUPERSEDED SURVEY CONTROL
 BZ0720
 BZ0720  NGVD 29 (??/??/92)  126.271  (m)          414.27   (f) ADJ UNCH    1 2
 BZ0720
 BZ0720.Superseded values are not recommended for survey control.
 BZ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0720.See file dsdata.txt to determine how the superseded data were derived.
 BZ0720
 BZ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV775925(NAD 83)
 BZ0720_MARKER: B = BOLT
 BZ0720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0720_SP_SET: BUILDING
 BZ0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0720
 BZ0720  HISTORY     - Date     Condition        Report By
 BZ0720  HISTORY     - UNK      MONUMENTED       CGS
 BZ0720  HISTORY     - 1944     GOOD             NGS
 BZ0720  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0720  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0720
 BZ0720                          STATION DESCRIPTION
 BZ0720
 BZ0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BZ0720'IN WACO.
 BZ0720'AT WACO, MCLENNAN COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 BZ0720'OF FIFTH AND JACKSON STREETS, AT THE FACTORY BUILDING FACING THE
 BZ0720'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS MAIN TRACK, IN THE BRICK WALL,
 BZ0720'10 INCHES BELOW THE THIRD WINDOW FROM THE FRONT OF THE BUILDING.
 BZ0720
 BZ0720                          STATION RECOVERY (1980)
 BZ0720
 BZ0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0720'MARK NOT FOUND.
 BZ0720
 BZ0720                          STATION RECOVERY (1995)
 BZ0720
 BZ0720'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0631 ***********************************************************************
 BM0631  DESIGNATION -  G 4 USGS
 BM0631  PID         -  BM0631
 BM0631  STATE/COUNTY-  TX/WILLIAMSON
 BM0631  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM0631
 BM0631                         *CURRENT SURVEY CONTROL
 BM0631  ___________________________________________________________________
 BM0631* NAD 83(1986)-  30 28 25.     (N)    097 42 21.     (W)     SCALED    
 BM0631* NAVD 88     -       245.231  (meters)     804.56   (feet)  ADJUSTED  
 BM0631  ___________________________________________________________________
 BM0631  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BM0631  DYNAMIC HT  -         244.896 (meters)     803.46  (feet)  COMP
 BM0631  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 BM0631
 BM0631  VERT ORDER  -  SECOND    CLASS 0
 BM0631
 BM0631.The horizontal coordinates were scaled from a topographic map and have
 BM0631.an estimated accuracy of +/- 6 seconds.
 BM0631
 BM0631.The orthometric height was determined by differential leveling
 BM0631.and adjusted by the National Geodetic Survey in June 1991..
 BM0631
 BM0631.The geoid height was determined by GEOID03.
 BM0631
 BM0631.The dynamic height is computed by dividing the NAVD 88
 BM0631.geopotential number by the normal gravity value computed on the
 BM0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0631.degrees latitude (g = 980.6199 gals.).
 BM0631
 BM0631.The modeled gravity was interpolated from observed gravity values.
 BM0631
 BM0631;                    North         East    Units  Estimated Accuracy
 BM0631;SPC TX C     - 3,092,430.      952,260.      MT  (+/- 180 meters Scaled)
 BM0631
 BM0631                          SUPERSEDED SURVEY CONTROL
 BM0631
 BM0631  NGVD 29 (??/??/92)  245.157  (m)          804.32   (f) ADJ UNCH    2 0
 BM0631
 BM0631.Superseded values are not recommended for survey control.
 BM0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0631.See file dsdata.txt to determine how the superseded data were derived.
 BM0631
 BM0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU242719(NAD 83)
 BM0631_MARKER: DD = SURVEY DISK
 BM0631_SETTING: 80 = SET IN A BOULDER
 BM0631_SP_SET: BOULDER
 BM0631_STAMPING: G 4 1924
 BM0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0631+STABILITY: SURFACE MOTION
 BM0631
 BM0631  HISTORY     - Date     Condition        Report By
 BM0631  HISTORY     - 1924     MONUMENTED       USGS
 BM0631  HISTORY     - 1954     GOOD             NGS
 BM0631  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0631  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 BM0631
 BM0631                          STATION DESCRIPTION
 BM0631
 BM0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0631'1.6 MI N FROM MCNEIL.
 BM0631'1.6 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0631'FROM THE STATION AT MCNEIL, 110 FEET WEST OF MILEPOST 164-10, 92 FEET
 BM0631'WEST OF THE WEST RAIL, 30 FEET WEST OF THE CENTER LINE OF AN OILED
 BM0631'ROAD, 14 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 23 FEET
 BM0631'SOUTHEAST OF A STEEL CATTLE GUARD, 11 FEET NORTHWEST OF A WITNESS
 BM0631'POST, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A LIMESTONE
 BM0631'BOULDER.
 BM0631
 BM0631                          STATION RECOVERY (1980)
 BM0631
 BM0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0631'SEARCHED FOR, NOT RECOVERED.
 BM0631
 BM0631                          STATION RECOVERY (2004)
 BM0631
 BM0631'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 BM0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1247 ***********************************************************************
 AN1247  DESIGNATION -  G 40
 AN1247  PID         -  AN1247
 AN1247  STATE/COUNTY-  TX/REFUGIO
 AN1247  USGS QUAD   -  QUINTANA (1979)
 AN1247
 AN1247                         *CURRENT SURVEY CONTROL
 AN1247  ___________________________________________________________________
 AN1247* NAD 83(1986)-  28 21 44.     (N)    097 13 05.     (W)     SCALED    
 AN1247* NAVD 88     -        16.77   (+/-2cm)      55.0    (feet)  VERTCON   
 AN1247  ___________________________________________________________________
 AN1247  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1247
 AN1247  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1247
 AN1247.The horizontal coordinates were scaled from a topographic map and have
 AN1247.an estimated accuracy of +/- 6 seconds.
 AN1247
 AN1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1247.The vertical order pertains to the NGVD 29 superseded value.
 AN1247
 AN1247.The geoid height was determined by GEOID03.
 AN1247
 AN1247;                    North         East    Units  Estimated Accuracy
 AN1247;SPC TXSC     - 4,059,950.      774,680.      MT  (+/- 180 meters Scaled)
 AN1247
 AN1247                          SUPERSEDED SURVEY CONTROL
 AN1247
 AN1247  NGVD 29 (??/??/92)   16.92   (m)           55.5    (f) COMPUTED    1 2
 AN1247
 AN1247.Superseded values are not recommended for survey control.
 AN1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1247.See file dsdata.txt to determine how the superseded data were derived.
 AN1247
 AN1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS746386(NAD 83)
 AN1247_MARKER: DB = BENCH MARK DISK
 AN1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1247_STAMPING: G 40 1918 ELEV. 55.728 FT.
 AN1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1247+STABILITY: SURFACE MOTION
 AN1247
 AN1247  HISTORY     - Date     Condition        Report By
 AN1247  HISTORY     - 1918     MONUMENTED       CGS
 AN1247  HISTORY     - 1942     GOOD             NGS
 AN1247  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1247  HISTORY     - 19860401 MARK NOT FOUND   USGS
 AN1247  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1247
 AN1247                          STATION DESCRIPTION
 AN1247
 AN1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1247'5.1 MI NE FROM REFUGIO.
 AN1247'TO REACH FROM THE RAILROAD STATION AT REFUGIO, PROCEED 5.1 MILES
 AN1247'NORTHEAST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN1247'POST NO.191 AND SITE OF BENCH MARK.  BENCH MARK IS 2 POLES NORTHEAST
 AN1247'OF MILE POST, ABOUT 40.0 FEET NORTHWEST OF AND THE SAME ELEVATION AS
 AN1247'THE CENTERLINE OF TRACK, 14.0 FEET SOUTHWEST OF A TELEGRAPH POLE.  IT
 AN1247'IS 8.0 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET
 AN1247'SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 1.0
 AN1247'FOOT.  A DISK SET IN CONCRETE POST.
 AN1247
 AN1247                          STATION RECOVERY (1978)
 AN1247
 AN1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1247'NOT RECOVERED ON THIS DATE.
 AN1247
 AN1247                          STATION RECOVERY (1986)
 AN1247
 AN1247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AN1247'MARK NOT FOUND.
 AN1247
 AN1247                          STATION RECOVERY (1994)
 AN1247
 AN1247'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2239 ***********************************************************************
 BY2239  DESIGNATION -  G 400
 BY2239  PID         -  BY2239
 BY2239  STATE/COUNTY-  TX/ANDERSON
 BY2239  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2239
 BY2239                         *CURRENT SURVEY CONTROL
 BY2239  ___________________________________________________________________
 BY2239* NAD 83(1986)-  31 51 15.     (N)    095 50 34.     (W)     SCALED    
 BY2239* NAVD 88     -       111.884  (meters)     367.07   (feet)  ADJUSTED  
 BY2239  ___________________________________________________________________
 BY2239  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BY2239  DYNAMIC HT  -         111.751 (meters)     366.64  (feet)  COMP
 BY2239  MODELED GRAV-     979,447.2   (mgal)                       NAVD 88
 BY2239
 BY2239  VERT ORDER  -  SECOND    CLASS 0
 BY2239
 BY2239.The horizontal coordinates were scaled from a topographic map and have
 BY2239.an estimated accuracy of +/- 6 seconds.
 BY2239
 BY2239.The orthometric height was determined by differential leveling
 BY2239.and adjusted by the National Geodetic Survey in June 1991..
 BY2239
 BY2239.The geoid height was determined by GEOID03.
 BY2239
 BY2239.The dynamic height is computed by dividing the NAVD 88
 BY2239.geopotential number by the normal gravity value computed on the
 BY2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2239.degrees latitude (g = 980.6199 gals.).
 BY2239
 BY2239.The modeled gravity was interpolated from observed gravity values.
 BY2239
 BY2239;                    North         East    Units  Estimated Accuracy
 BY2239;SPC TX C     - 3,251,080.    1,124,880.      MT  (+/- 180 meters Scaled)
 BY2239
 BY2239                          SUPERSEDED SURVEY CONTROL
 BY2239
 BY2239  NGVD 29 (??/??/92)  111.868  (m)          367.02   (f) ADJ UNCH    2 0
 BY2239
 BY2239.Superseded values are not recommended for survey control.
 BY2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2239.See file dsdata.txt to determine how the superseded data were derived.
 BY2239
 BY2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR310277(NAD 83)
 BY2239_MARKER: DB = BENCH MARK DISK
 BY2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2239_STAMPING: G 400 1947
 BY2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2239+STABILITY: SURFACE MOTION
 BY2239
 BY2239  HISTORY     - Date     Condition        Report By
 BY2239  HISTORY     - 1947     MONUMENTED       CGS
 BY2239  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2239
 BY2239                          STATION DESCRIPTION
 BY2239
 BY2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2239'1.3 MI NW FROM TENNESSEE COLONY.
 BY2239'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2239'TENNESSEE COLONY, 45 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 9
 BY2239'FEET EAST OF A FENCE CORNER, 2 FEET WEST OF A 4X4 MARKER POST, 2 FEET
 BY2239'NORTH OF A WIRE FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 BY2239'POST.
 BY2239
 BY2239                          STATION RECOVERY (1977)
 BY2239
 BY2239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1796 ***********************************************************************
 BY1796  DESIGNATION -  G 401
 BY1796  PID         -  BY1796
 BY1796  STATE/COUNTY-  TX/HOUSTON
 BY1796  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1796
 BY1796                         *CURRENT SURVEY CONTROL
 BY1796  ___________________________________________________________________
 BY1796* NAD 83(1986)-  31 29 48.     (N)    095 41 36.     (W)     SCALED    
 BY1796* NAVD 88     -        82.57   (+/-2cm)     270.9    (feet)  VERTCON   
 BY1796  ___________________________________________________________________
 BY1796  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BY1796
 BY1796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1796
 BY1796.The horizontal coordinates were scaled from a topographic map and have
 BY1796.an estimated accuracy of +/- 6 seconds.
 BY1796
 BY1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1796.The vertical order pertains to the NGVD 29 superseded value.
 BY1796
 BY1796.The geoid height was determined by GEOID03.
 BY1796
 BY1796;                    North         East    Units  Estimated Accuracy
 BY1796;SPC TX C     - 3,212,060.    1,140,660.      MT  (+/- 180 meters Scaled)
 BY1796
 BY1796                          SUPERSEDED SURVEY CONTROL
 BY1796
 BY1796  NGVD 29 (??/??/92)   82.558  (m)          270.86   (f) ADJ UNCH    2 0
 BY1796
 BY1796.Superseded values are not recommended for survey control.
 BY1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1796.See file dsdata.txt to determine how the superseded data were derived.
 BY1796
 BY1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ441877(NAD 83)
 BY1796_MARKER: DB = BENCH MARK DISK
 BY1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1796_STAMPING: G 401 1947
 BY1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1796+STABILITY: SURFACE MOTION
 BY1796
 BY1796  HISTORY     - Date     Condition        Report By
 BY1796  HISTORY     - 1947     MONUMENTED       CGS
 BY1796  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1796
 BY1796                          STATION DESCRIPTION
 BY1796
 BY1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1796'19.8 MI SW FROM ELKHART.
 BY1796'TO REACH FROM THE ELKHART STATE BANK AT ELKHART GO WEST 5.1 MILES
 BY1796'ALONG STATE HIGHWAY NO. 294, THENCE SOUTH 4.6 MILES ALONG A GRADED
 BY1796'DIRT ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE
 BY1796'SOUTHWEST 4.7 MILES ALONG AN ASPHALT ROAD, THENCE SOUTHWEST 1.3 MILES
 BY1796'ALONG A GRADED DIRT ROAD, THENCE WEST 2.2 MILES ALONG A GRADED DIRT
 BY1796'ROAD, THENCE SOUTHEAST 0.8 MILE ALONG A GRADED DIRT ROAD TO SITE OF
 BY1796'MARK, BENCH MARK IS 150.7 FEET SOUTHEAST OF THE SOUTH END OF A BOARD
 BY1796'GATE, 29.0 FEET SOUTH OF A FOURTEEN INCH OAK TREE, 25.5 FEET EAST OF
 BY1796'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD AND 1.5 FEET NORTH OF
 BY1796'A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1796'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.  NOTE-- THIS
 BY1796'MARK MAY HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION.
 BY1796
 BY1796                          STATION RECOVERY (1964)
 BY1796
 BY1796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1789 ***********************************************************************
 BY1789  DESIGNATION -  G 402
 BY1789  PID         -  BY1789
 BY1789  STATE/COUNTY-  TX/LEON
 BY1789  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1789
 BY1789                         *CURRENT SURVEY CONTROL
 BY1789  ___________________________________________________________________
 BY1789* NAD 83(1986)-  31 27 21.     (N)    095 43 19.     (W)     SCALED    
 BY1789* NAVD 88     -        61.84   (+/-2cm)     202.9    (feet)  VERTCON   
 BY1789  ___________________________________________________________________
 BY1789  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY1789
 BY1789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1789
 BY1789.The horizontal coordinates were scaled from a topographic map and have
 BY1789.an estimated accuracy of +/- 6 seconds.
 BY1789
 BY1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1789.The vertical order pertains to the NGVD 29 superseded value.
 BY1789
 BY1789.The geoid height was determined by GEOID03.
 BY1789
 BY1789;                    North         East    Units  Estimated Accuracy
 BY1789;SPC TX C     - 3,207,420.    1,138,140.      MT  (+/- 180 meters Scaled)
 BY1789
 BY1789                          SUPERSEDED SURVEY CONTROL
 BY1789
 BY1789  NGVD 29 (??/??/92)   61.823  (m)          202.83   (f) ADJ UNCH    2 0
 BY1789
 BY1789.Superseded values are not recommended for survey control.
 BY1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1789.See file dsdata.txt to determine how the superseded data were derived.
 BY1789
 BY1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ413833(NAD 83)
 BY1789_MARKER: DB = BENCH MARK DISK
 BY1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1789_STAMPING: G 402 1947
 BY1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1789+STABILITY: SURFACE MOTION
 BY1789
 BY1789  HISTORY     - Date     Condition        Report By
 BY1789  HISTORY     - 1947     MONUMENTED       CGS
 BY1789  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1789
 BY1789                          STATION DESCRIPTION
 BY1789
 BY1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1789'15.2 MI SE FROM OAKWOOD.
 BY1789'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1789'OAKWOOD GO EAST 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE
 BY1789'SOUTHEASTERLY 13.4 MILES ALONG A GRADED DIRT ROAD, THENCE NORTHEAST
 BY1789'1.7 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS
 BY1789'ABOUT 60.0 FEET SOUTHWEST OF A DRAIN DITCH, 28.0 FEET NORTHWEST OF AND
 BY1789'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 25.1 FEET SOUTHEAST OF A
 BY1789'THIRTYSIX INCH OAK TREE AND 1.5 FEET NORTHEAST OF A 4X4 IN. MARKER
 BY1789'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY1789'WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.  NOTE-- THIS MARK MAY HAVE
 BY1789'BEEN DESTROYED WHILE THE LAND WAS BEING CLEARED OF TIMBER.
 BY1789
 BY1789                          STATION RECOVERY (1964)
 BY1789
 BY1789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0476 ***********************************************************************
 BZ0476  DESIGNATION -  G 403
 BZ0476  PID         -  BZ0476
 BZ0476  STATE/COUNTY-  TX/LEON
 BZ0476  USGS QUAD   -  ROBBINS (1982)
 BZ0476
 BZ0476                         *CURRENT SURVEY CONTROL
 BZ0476  ___________________________________________________________________
 BZ0476* NAD 83(1986)-  31 15 08.     (N)    096 06 20.     (W)     SCALED    
 BZ0476* NAVD 88     -       149.76   (+/-2cm)     491.3    (feet)  VERTCON   
 BZ0476  ___________________________________________________________________
 BZ0476  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BZ0476
 BZ0476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0476
 BZ0476.The horizontal coordinates were scaled from a topographic map and have
 BZ0476.an estimated accuracy of +/- 6 seconds.
 BZ0476
 BZ0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0476.The vertical order pertains to the NGVD 29 superseded value.
 BZ0476
 BZ0476.The geoid height was determined by GEOID03.
 BZ0476
 BZ0476;                    North         East    Units  Estimated Accuracy
 BZ0476;SPC TX C     - 3,183,420.    1,102,560.      MT  (+/- 180 meters Scaled)
 BZ0476
 BZ0476                          SUPERSEDED SURVEY CONTROL
 BZ0476
 BZ0476  NGVD 29 (??/??/92)  149.730  (m)          491.24   (f) ADJ UNCH    2 0
 BZ0476
 BZ0476.Superseded values are not recommended for survey control.
 BZ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0476.See file dsdata.txt to determine how the superseded data were derived.
 BZ0476
 BZ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV756611(NAD 83)
 BZ0476_MARKER: DB = BENCH MARK DISK
 BZ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0476_STAMPING: G 403 1947
 BZ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0476+STABILITY: SURFACE MOTION
 BZ0476
 BZ0476  HISTORY     - Date     Condition        Report By
 BZ0476  HISTORY     - 1947     MONUMENTED       CGS
 BZ0476
 BZ0476                          STATION DESCRIPTION
 BZ0476
 BZ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0476'2.5 MI E FROM CONCORD.
 BZ0476'ABOUT 2.5 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE CONCORD SCHOOL
 BZ0476'AT CONCORD, 281.4 FEET WEST OF THE SOUTH END OF A CORRUGATED IRON
 BZ0476'CULVERT, 207.4 FEET EAST OF THE SOUTH END OF A CORRUGATED IRON
 BZ0476'CULVERT, 48.5 FEET SOUTH OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER
 BZ0476'LINE OF THE HIGHWAY, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT EAST OF A
 BZ0476'4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BZ0476'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1191 ***********************************************************************
 CS1191  DESIGNATION -  G 404
 CS1191  PID         -  CS1191
 CS1191  STATE/COUNTY-  TX/DALLAS
 CS1191  USGS QUAD   -  OAK CLIFF (1981)
 CS1191
 CS1191                         *CURRENT SURVEY CONTROL
 CS1191  ___________________________________________________________________
 CS1191* NAD 83(1986)-  32 44 21.     (N)    096 47 01.     (W)     SCALED    
 CS1191* NAVD 88     -       124.953  (meters)     409.95   (feet)  ADJUSTED  
 CS1191  ___________________________________________________________________
 CS1191  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CS1191  DYNAMIC HT  -         124.810 (meters)     409.48  (feet)  COMP
 CS1191  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 CS1191
 CS1191  VERT ORDER  -  FIRST     CLASS II
 CS1191
 CS1191.The horizontal coordinates were scaled from a topographic map and have
 CS1191.an estimated accuracy of +/- 6 seconds.
 CS1191
 CS1191.The orthometric height was determined by differential leveling
 CS1191.and adjusted by the National Geodetic Survey in June 1991..
 CS1191
 CS1191.The geoid height was determined by GEOID03.
 CS1191
 CS1191.The dynamic height is computed by dividing the NAVD 88
 CS1191.geopotential number by the normal gravity value computed on the
 CS1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1191.degrees latitude (g = 980.6199 gals.).
 CS1191
 CS1191.The modeled gravity was interpolated from observed gravity values.
 CS1191
 CS1191;                    North         East    Units  Estimated Accuracy
 CS1191;SPC TXNC     - 2,120,240.      760,850.      MT  (+/- 180 meters Scaled)
 CS1191
 CS1191                          SUPERSEDED SURVEY CONTROL
 CS1191
 CS1191  NGVD 29 (??/??/92)  124.966  (m)          409.99   (f) ADJ UNCH    1 2
 CS1191
 CS1191.Superseded values are not recommended for survey control.
 CS1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1191.See file dsdata.txt to determine how the superseded data were derived.
 CS1191
 CS1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB076245(NAD 83)
 CS1191_MARKER: DB = BENCH MARK DISK
 CS1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1191_STAMPING: G 404 1947
 CS1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1191+STABILITY: SURFACE MOTION
 CS1191
 CS1191  HISTORY     - Date     Condition        Report By
 CS1191  HISTORY     - 1947     MONUMENTED       CGS
 CS1191  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1191
 CS1191                          STATION DESCRIPTION
 CS1191
 CS1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1191'IN DALLAS.
 CS1191'AT DALLAS, AT THE SKYLINE AIRPORT, ON THE NORTHEAST SIDE OF THE FIELD,
 CS1191'99.8 FEET SOUTHEAST OF THE EAST CORNER OF A HANGAR, 36.6 FEET
 CS1191'SOUTHEAST OF A FENCE CORNER, 1.4 FEET SOUTHWEST OF THE FENCE ALONG THE
 CS1191'NORTHEAST SIDE OF THE FIELD, 1.0 FOOT NORTHWEST OF A 4X4 MARKER POST.
 CS1191'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CS1191'INCHES ABOVE THE GROUND.
 CS1191
 CS1191                          STATION RECOVERY (1958)
 CS1191
 CS1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1440 ***********************************************************************
 BY1440  DESIGNATION -  G 407
 BY1440  PID         -  BY1440
 BY1440  STATE/COUNTY-  TX/HOUSTON
 BY1440  USGS QUAD   -  CROCKETT (1950)
 BY1440
 BY1440                         *CURRENT SURVEY CONTROL
 BY1440  ___________________________________________________________________
 BY1440* NAD 83(1986)-  31 19 28.     (N)    095 28 19.     (W)     SCALED    
 BY1440* NAVD 88     -        93.98   (+/-2cm)     308.3    (feet)  VERTCON   
 BY1440  ___________________________________________________________________
 BY1440  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY1440
 BY1440  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1440
 BY1440.The horizontal coordinates were scaled from a topographic map and have
 BY1440.an estimated accuracy of +/- 6 seconds.
 BY1440
 BY1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1440.The vertical order pertains to the NGVD 29 superseded value.
 BY1440
 BY1440.The geoid height was determined by GEOID03.
 BY1440
 BY1440;                    North         East    Units  Estimated Accuracy
 BY1440;SPC TX C     - 3,193,880.    1,162,510.      MT  (+/- 180 meters Scaled)
 BY1440
 BY1440                          SUPERSEDED SURVEY CONTROL
 BY1440
 BY1440  NGVD 29 (??/??/92)   93.959  (m)          308.26   (f) ADJ UNCH    2 0
 BY1440
 BY1440.Superseded values are not recommended for survey control.
 BY1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1440.See file dsdata.txt to determine how the superseded data were derived.
 BY1440
 BY1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ647681(NAD 83)
 BY1440_MARKER: DB = BENCH MARK DISK
 BY1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1440_STAMPING: G 407 1947
 BY1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1440+STABILITY: SURFACE MOTION
 BY1440
 BY1440  HISTORY     - Date     Condition        Report By
 BY1440  HISTORY     - 1947     MONUMENTED       CGS
 BY1440  HISTORY     - 1960     GOOD             NGS
 BY1440
 BY1440                          STATION DESCRIPTION
 BY1440
 BY1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1440'0.95 MI NW FROM CROCKETT.
 BY1440'ABOUT 0.6 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1440'STATION AT CROCKETT TO THE PEASE STREET CROSSING, THENCE 0.1 MILE WEST
 BY1440'ALONG PEASE STREET, THENCE 0.25 MILE NORTHWEST ALONG FARM ROAD 229, 31
 BY1440'FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 1 FOOT NORTH OF A
 BY1440'FENCE, 29 FEET WEST OF A POWER POLE, 41 FEET SOUTHWEST OF THE CENTER
 BY1440'LINE OF A PRIVATE ROAD LEADING NORTHWEST, 220 FEET EAST OF A FORKED
 BY1440'OAK TREE, 2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BY1440'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0663 ***********************************************************************
 CS0663  DESIGNATION -  G 408
 CS0663  PID         -  CS0663
 CS0663  STATE/COUNTY-  TX/NAVARRO
 CS0663  USGS QUAD   -  CORSICANA (1978)
 CS0663
 CS0663                         *CURRENT SURVEY CONTROL
 CS0663  ___________________________________________________________________
 CS0663* NAD 83(1986)-  32 02 07.     (N)    096 24 09.     (W)     SCALED    
 CS0663* NAVD 88     -       136.406  (meters)     447.53   (feet)  ADJUSTED  
 CS0663  ___________________________________________________________________
 CS0663  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0663  DYNAMIC HT  -         136.246 (meters)     447.00  (feet)  COMP
 CS0663  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 CS0663
 CS0663  VERT ORDER  -  SECOND    CLASS 0
 CS0663
 CS0663.This mark is at C David Campbell Fld-Corsicana Muni (CRS Airport (CRS)
 CS0663
 CS0663.The horizontal coordinates were scaled from a topographic map and have
 CS0663.an estimated accuracy of +/- 6 seconds.
 CS0663
 CS0663.The orthometric height was determined by differential leveling
 CS0663.and adjusted by the National Geodetic Survey in June 1991..
 CS0663
 CS0663.The geoid height was determined by GEOID03.
 CS0663
 CS0663.The dynamic height is computed by dividing the NAVD 88
 CS0663.geopotential number by the normal gravity value computed on the
 CS0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0663.degrees latitude (g = 980.6199 gals.).
 CS0663
 CS0663.The modeled gravity was interpolated from observed gravity values.
 CS0663
 CS0663;                    North         East    Units  Estimated Accuracy
 CS0663;SPC TXNC     - 2,042,860.      798,120.      MT  (+/- 180 meters Scaled)
 CS0663
 CS0663                          SUPERSEDED SURVEY CONTROL
 CS0663
 CS0663  NGVD 29 (??/??/92)  136.397  (m)          447.50   (f) ADJ UNCH    2 0
 CS0663
 CS0663.Superseded values are not recommended for survey control.
 CS0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0663.See file dsdata.txt to determine how the superseded data were derived.
 CS0663
 CS0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA452472(NAD 83)
 CS0663_MARKER: DB = BENCH MARK DISK
 CS0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0663_STAMPING: G 408 1947
 CS0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0663+STABILITY: SURFACE MOTION
 CS0663
 CS0663  HISTORY     - Date     Condition        Report By
 CS0663  HISTORY     - 1947     MONUMENTED       CGS
 CS0663
 CS0663                          STATION DESCRIPTION
 CS0663
 CS0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0663'5.9 MI SE FROM CORSICANA.
 CS0663'AT THE CORSICANA MUNICIPAL AIR FIELD WHICH IS 5.9 MILES SOUTHEAST
 CS0663'ALONG U.S. HIGHWAY NO.287 FROM THE JUNCTION OF U.S. HIGHWAY NO.287 AND
 CS0663'STATE HIGHWAY NO.31 AT CORSICANA, AT THE NORTH CORNER OF THE LANDING
 CS0663'FIELD, 0.5 MILE NORTHWEST ALONG A CONCRETE ROAD FROM THE MAIN ENTRANCE
 CS0663'TO THE FIELD, 67.0 FEET SOUTHWEST OF THE CENTER OF A CONCRETE ROAD,
 CS0663'33.0 FEET SOUTHEAST OF THE CENTER OF A COUNTY DIRT ROAD LEADING
 CS0663'SOUTHWEST, 31.3 FEET NORTHEAST OF A 2 1/2 INCH IRON PIPE POLE
 CS0663'SUPPORTING A WIND SOCK, 13.5 FEET SOUTHEAST OF A FENCE CORNER POST,
 CS0663'2.0 FEET NORTHWEST OF A REFERENCE POST, 1.5 FOOT SOUTHWEST OF THE
 CS0663'SOUTHWEST RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME
 CS0663'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0646 ***********************************************************************
 CS0646  DESIGNATION -  G 409
 CS0646  PID         -  CS0646
 CS0646  STATE/COUNTY-  TX/NAVARRO
 CS0646  USGS QUAD   -  POWELL (1959)
 CS0646
 CS0646                         *CURRENT SURVEY CONTROL
 CS0646  ___________________________________________________________________
 CS0646* NAD 83(1986)-  32 00 22.     (N)    096 16 07.     (W)     SCALED    
 CS0646* NAVD 88     -       112.247  (meters)     368.26   (feet)  ADJUSTED  
 CS0646  ___________________________________________________________________
 CS0646  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0646  DYNAMIC HT  -         112.116 (meters)     367.83  (feet)  COMP
 CS0646  MODELED GRAV-     979,466.6   (mgal)                       NAVD 88
 CS0646
 CS0646  VERT ORDER  -  SECOND    CLASS 0
 CS0646
 CS0646.The horizontal coordinates were scaled from a topographic map and have
 CS0646.an estimated accuracy of +/- 6 seconds.
 CS0646
 CS0646.The orthometric height was determined by differential leveling
 CS0646.and adjusted by the National Geodetic Survey in June 1991..
 CS0646
 CS0646.The geoid height was determined by GEOID03.
 CS0646
 CS0646.The dynamic height is computed by dividing the NAVD 88
 CS0646.geopotential number by the normal gravity value computed on the
 CS0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0646.degrees latitude (g = 980.6199 gals.).
 CS0646
 CS0646.The modeled gravity was interpolated from observed gravity values.
 CS0646
 CS0646;                    North         East    Units  Estimated Accuracy
 CS0646;SPC TXNC     - 2,039,880.      810,830.      MT  (+/- 180 meters Scaled)
 CS0646
 CS0646                          SUPERSEDED SURVEY CONTROL
 CS0646
 CS0646  NGVD 29 (??/??/92)  112.242  (m)          368.25   (f) ADJ UNCH    2 0
 CS0646
 CS0646.Superseded values are not recommended for survey control.
 CS0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0646.See file dsdata.txt to determine how the superseded data were derived.
 CS0646
 CS0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA580443(NAD 83)
 CS0646_MARKER: DB = BENCH MARK DISK
 CS0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0646_STAMPING: G 409 1947
 CS0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0646+STABILITY: SURFACE MOTION
 CS0646
 CS0646  HISTORY     - Date     Condition        Report By
 CS0646  HISTORY     - 1947     MONUMENTED       CGS
 CS0646  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0646
 CS0646                          STATION DESCRIPTION
 CS0646
 CS0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0646'13.1 MI SE FROM CORSICANA.
 CS0646'13.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 CS0646'CORSICANA, 1.75 MILES EAST OF THE POST OFFICE AT EUREKA, 80 FEET
 CS0646'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FRAME CHURCH, 55 FEET
 CS0646'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6 FEET EAST OF A POWER POLE,
 CS0646'2 FEET WEST OF A 4X4 MARKER POST, 2 FEET BELOW THE LEVEL OF THE
 CS0646'HIGHWAY.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS0646'PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0646
 CS0646                          STATION RECOVERY (2002)
 CS0646
 CS0646'RECOVERY NOTE BY US POWER SQUADRON 2002 (KL)
 CS0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0337 ***********************************************************************
 BZ0337  DESIGNATION -  G 410
 BZ0337  PID         -  BZ0337
 BZ0337  STATE/COUNTY-  TX/FREESTONE
 BZ0337  USGS QUAD   -  YOUNG (1982)
 BZ0337
 BZ0337                         *CURRENT SURVEY CONTROL
 BZ0337  ___________________________________________________________________
 BZ0337* NAD 83(1986)-  31 48 53.     (N)    096 01 08.     (W)     SCALED    
 BZ0337* NAVD 88     -        79.860  (meters)     262.01   (feet)  ADJUSTED  
 BZ0337  ___________________________________________________________________
 BZ0337  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BZ0337  DYNAMIC HT  -          79.765 (meters)     261.70  (feet)  COMP
 BZ0337  MODELED GRAV-     979,448.5   (mgal)                       NAVD 88
 BZ0337
 BZ0337  VERT ORDER  -  SECOND    CLASS 0
 BZ0337
 BZ0337.The horizontal coordinates were scaled from a topographic map and have
 BZ0337.an estimated accuracy of +/- 6 seconds.
 BZ0337
 BZ0337.The orthometric height was determined by differential leveling
 BZ0337.and adjusted by the National Geodetic Survey in June 1991..
 BZ0337
 BZ0337.The geoid height was determined by GEOID03.
 BZ0337
 BZ0337.The dynamic height is computed by dividing the NAVD 88
 BZ0337.geopotential number by the normal gravity value computed on the
 BZ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0337.degrees latitude (g = 980.6199 gals.).
 BZ0337
 BZ0337.The modeled gravity was interpolated from observed gravity values.
 BZ0337
 BZ0337;                    North         East    Units  Estimated Accuracy
 BZ0337;SPC TX C     - 3,246,050.    1,108,390.      MT  (+/- 180 meters Scaled)
 BZ0337
 BZ0337                          SUPERSEDED SURVEY CONTROL
 BZ0337
 BZ0337  NGVD 29 (??/??/92)   79.851  (m)          261.98   (f) ADJ UNCH    2 0
 BZ0337
 BZ0337.Superseded values are not recommended for survey control.
 BZ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0337.See file dsdata.txt to determine how the superseded data were derived.
 BZ0337
 BZ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA822237(NAD 83)
 BZ0337_MARKER: DB = BENCH MARK DISK
 BZ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0337_STAMPING: G 410 1947
 BZ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0337+STABILITY: SURFACE MOTION
 BZ0337
 BZ0337  HISTORY     - Date     Condition        Report By
 BZ0337  HISTORY     - 1947     MONUMENTED       CGS
 BZ0337
 BZ0337                          STATION DESCRIPTION
 BZ0337
 BZ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0337'5.2 MI SE FROM YOUNG.
 BZ0337'1.9 MILES SOUTH ALONG A DIRT ROAD FROM THE GENERAL STORE AT YOUNG,
 BZ0337'THENCE 3.3 MILES EAST ALONG THE COOK LAKE ROAD TO THE SITE OF THE
 BZ0337'MARK, 0.4 MILE SOUTHEAST OF A WOODEN BRIDGE OVER BROWN CREEK, 100 FEET
 BZ0337'SOUTHEAST OF A FRAME FARM HOUSE, 37 FEET SOUTHEAST OF A 30 INCH OAK
 BZ0337'TREE, 17 FEET NORTHWEST OF ANOTHER 30 INCH OAK TREE, 18 FEET NORTHEAST
 BZ0337'OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF THE NORTHEAST
 BZ0337'RIGHT OF WAY FENCE, 2 FEET SOUTHEAST OF A 4 X 4 MARK POST. A BRONZE
 BZ0337'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 BZ0337'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0594 ***********************************************************************
 CS0594  DESIGNATION -  G 411
 CS0594  PID         -  CS0594
 CS0594  STATE/COUNTY-  TX/NAVARRO
 CS0594  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0594
 CS0594                         *CURRENT SURVEY CONTROL
 CS0594  ___________________________________________________________________
 CS0594* NAD 83(1986)-  32 03 56.     (N)    096 04 34.     (W)     SCALED    
 CS0594* NAVD 88     -        81.693  (meters)     268.02   (feet)  ADJUSTED  
 CS0594  ___________________________________________________________________
 CS0594  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0594  DYNAMIC HT  -          81.598 (meters)     267.71  (feet)  COMP
 CS0594  MODELED GRAV-     979,478.0   (mgal)                       NAVD 88
 CS0594
 CS0594  VERT ORDER  -  SECOND    CLASS 0
 CS0594
 CS0594.The horizontal coordinates were scaled from a topographic map and have
 CS0594.an estimated accuracy of +/- 6 seconds.
 CS0594
 CS0594.The orthometric height was determined by differential leveling
 CS0594.and adjusted by the National Geodetic Survey in June 1991..
 CS0594
 CS0594.The geoid height was determined by GEOID03.
 CS0594
 CS0594.The dynamic height is computed by dividing the NAVD 88
 CS0594.geopotential number by the normal gravity value computed on the
 CS0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0594.degrees latitude (g = 980.6199 gals.).
 CS0594
 CS0594.The modeled gravity was interpolated from observed gravity values.
 CS0594
 CS0594;                    North         East    Units  Estimated Accuracy
 CS0594;SPC TXNC     - 2,046,880.      828,860.      MT  (+/- 180 meters Scaled)
 CS0594
 CS0594                          SUPERSEDED SURVEY CONTROL
 CS0594
 CS0594  NGVD 29 (??/??/92)   81.698  (m)          268.04   (f) ADJ UNCH    2 0
 CS0594
 CS0594.Superseded values are not recommended for survey control.
 CS0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0594.See file dsdata.txt to determine how the superseded data were derived.
 CS0594
 CS0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA760514(NAD 83)
 CS0594_MARKER: DB = BENCH MARK DISK
 CS0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0594_STAMPING: G 411 1947
 CS0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0594+STABILITY: SURFACE MOTION
 CS0594
 CS0594  HISTORY     - Date     Condition        Report By
 CS0594  HISTORY     - 1947     MONUMENTED       CGS
 CS0594
 CS0594                          STATION DESCRIPTION
 CS0594
 CS0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0594'6.1 MI S FROM TRINIDAD.
 CS0594'1.1 MILES EAST ALONG A OIL AND DIRT ROAD, FROM THE MAIN GATE OF THE
 CS0594'TEXAS POWER AND LIGHT PLANT, IN TRINIDAD, TO A JUNCTION OF A
 CS0594'NORTH-SOUTH DIRT ROAD WHICH IS AT THE NORTHEAST CORNER OF THE LONE
 CS0594'STAR GAS COMPANY PLANT, THENCE 2.4 MILES SOUTH ALONG A DIRT ROAD,
 CS0594'THENCE 0.6 MILE EAST ALONG A DIRT ROAD TO A STEEL BRIDGE OVER CEDAR
 CS0594'CREEK, THENCE 0.1 MILE EAST ALONG A DIRT ROAD TO THE TOP OF A LEVEE,
 CS0594'THENCE 1.9 MILES SOUTH ALONG THE TOP OF THE LEVEE TO A DIRT RAMP
 CS0594'LEADING EAST OFF OF THE LEVEE.  THE BENCH MARK IS LOCATED AT THE
 CS0594'BOTTOM OF THE LEVEE, 75 FEET WEST OF THE CENTER OF A DIRT FILL ACROSS
 CS0594'A SMALL POND, 50 FEET EAST OF THE CENTER LINE OF THE LEVEE, 3 FEET
 CS0594'NORTH OF A 4X4 MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1050 ***********************************************************************
 BL1050  DESIGNATION -  G 412
 BL1050  PID         -  BL1050
 BL1050  STATE/COUNTY-  TX/SAN JACINTO
 BL1050  USGS QUAD   -  COLDSPRING (1997)
 BL1050
 BL1050                         *CURRENT SURVEY CONTROL
 BL1050  ___________________________________________________________________
 BL1050* NAD 83(1986)-  30 34 00.     (N)    095 11 24.     (W)     SCALED    
 BL1050* NAVD 88     -        65.44   (+/-2cm)     214.7    (feet)  VERTCON   
 BL1050  ___________________________________________________________________
 BL1050  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL1050
 BL1050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1050
 BL1050.The horizontal coordinates were scaled from a topographic map and have
 BL1050.an estimated accuracy of +/- 6 seconds.
 BL1050
 BL1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1050.The vertical order pertains to the NGVD 29 superseded value.
 BL1050
 BL1050.The geoid height was determined by GEOID03.
 BL1050
 BL1050;                    North         East    Units  Estimated Accuracy
 BL1050;SPC TX C     - 3,111,170.    1,193,200.      MT  (+/- 180 meters Scaled)
 BL1050
 BL1050                          SUPERSEDED SURVEY CONTROL
 BL1050
 BL1050  NGVD 29 (??/??/92)   65.450  (m)          214.73   (f) ADJ UNCH    2 0
 BL1050
 BL1050.Superseded values are not recommended for survey control.
 BL1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1050.See file dsdata.txt to determine how the superseded data were derived.
 BL1050
 BL1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP899836(NAD 83)
 BL1050_MARKER: DB = BENCH MARK DISK
 BL1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1050_STAMPING: G 412 1947
 BL1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1050+STABILITY: SURFACE MOTION
 BL1050
 BL1050  HISTORY     - Date     Condition        Report By
 BL1050  HISTORY     - 1947     MONUMENTED       CGS
 BL1050
 BL1050                          STATION DESCRIPTION
 BL1050
 BL1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1050'2.9 MI E FROM EVERGREEN.
 BL1050'2.9 MILES EAST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1050'EVERGREEN, 124.5 FEET EAST OF THE EAST CORNER OF THE BRIDGE OVER THE
 BL1050'SAN JACINTO RIVER, 70.0 FEET SOUTHEAST OF AND 2.0 FET HIGHER THAN THE
 BL1050'CENTER LINE OF THE HIGHWAY, 49.0 FEET SOUTHWEST OF A FENCE CORNER,
 BL1050'46.9 FEET WEST OF AN 18 INCH OAK TREE, 13.1 FEET EAST OF A 10 INCH
 BL1050'PINE TREE, 1.5 FEET NORTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 BL1050'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 BL1050'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0313 ***********************************************************************
 BZ0313  DESIGNATION -  G 413
 BZ0313  PID         -  BZ0313
 BZ0313  STATE/COUNTY-  TX/FREESTONE
 BZ0313  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0313
 BZ0313                         *CURRENT SURVEY CONTROL
 BZ0313  ___________________________________________________________________
 BZ0313* NAD 83(1986)-  31 49 22.     (N)    096 12 16.     (W)     SCALED    
 BZ0313* NAVD 88     -       117.132  (meters)     384.29   (feet)  ADJUSTED  
 BZ0313  ___________________________________________________________________
 BZ0313  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 BZ0313  DYNAMIC HT  -         116.994 (meters)     383.84  (feet)  COMP
 BZ0313  MODELED GRAV-     979,456.2   (mgal)                       NAVD 88
 BZ0313
 BZ0313  VERT ORDER  -  SECOND    CLASS 0
 BZ0313
 BZ0313.The horizontal coordinates were scaled from a topographic map and have
 BZ0313.an estimated accuracy of +/- 6 seconds.
 BZ0313
 BZ0313.The orthometric height was determined by differential leveling
 BZ0313.and adjusted by the National Geodetic Survey in June 1991..
 BZ0313
 BZ0313.The geoid height was determined by GEOID03.
 BZ0313
 BZ0313.The dynamic height is computed by dividing the NAVD 88
 BZ0313.geopotential number by the normal gravity value computed on the
 BZ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0313.degrees latitude (g = 980.6199 gals.).
 BZ0313
 BZ0313.The modeled gravity was interpolated from observed gravity values.
 BZ0313
 BZ0313;                    North         East    Units  Estimated Accuracy
 BZ0313;SPC TX C     - 3,246,280.    1,090,800.      MT  (+/- 180 meters Scaled)
 BZ0313
 BZ0313                          SUPERSEDED SURVEY CONTROL
 BZ0313
 BZ0313  NGVD 29 (??/??/92)  117.118  (m)          384.24   (f) ADJ UNCH    2 0
 BZ0313
 BZ0313.Superseded values are not recommended for survey control.
 BZ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0313.See file dsdata.txt to determine how the superseded data were derived.
 BZ0313
 BZ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA646241(NAD 83)
 BZ0313_MARKER: DB = BENCH MARK DISK
 BZ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0313_STAMPING: G 413 1947
 BZ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0313+STABILITY: SURFACE MOTION
 BZ0313
 BZ0313  HISTORY     - Date     Condition        Report By
 BZ0313  HISTORY     - 1947     MONUMENTED       CGS
 BZ0313  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0313
 BZ0313                          STATION DESCRIPTION
 BZ0313
 BZ0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0313'IN STEWARDS MILL.
 BZ0313'AT STEWARDS MILL, AT THE INTERSECTION OF THE CROSS ROADS, 165.0 FEET
 BZ0313'NORTHWEST OF THE CENTER OF A DIRT ROAD LEADING NORTHEAST, 103.0 FEET
 BZ0313'EAST OF THE INTERSECTION OF THE CENTER-LINES OF A NORTHWEST-SOUTHEAST
 BZ0313'ROAD AND A DIRT ROAD LEADING SOUTHWEST, 51.0 FEET NORTHEAST OF THE
 BZ0313'CENTER OF A NORTHWEST-SOUTHEAST ROAD, 33.0 FEET NORTH OF A POWER LINE
 BZ0313'POLE WHICH HAS A TRANSFORMER AT THE TOP, 2.0 FEET WEST OF A REFERENCE
 BZ0313'POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BZ0313'PROJECTING 0.3 FOOT.
 BZ0313
 BZ0313                          STATION RECOVERY (2002)
 BZ0313
 BZ0313'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1971 ***********************************************************************
 BY1971  DESIGNATION -  G 414
 BY1971  PID         -  BY1971
 BY1971  STATE/COUNTY-  TX/HOUSTON
 BY1971  USGS QUAD   -  PEARSONS CHAPEL (1964)
 BY1971
 BY1971                         *CURRENT SURVEY CONTROL
 BY1971  ___________________________________________________________________
 BY1971* NAD 83(1986)-  31 09 28.     (N)    095 35 20.     (W)     SCALED    
 BY1971* NAVD 88     -        91.29   (+/-2cm)     299.5    (feet)  VERTCON   
 BY1971  ___________________________________________________________________
 BY1971  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BY1971
 BY1971  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1971
 BY1971.The horizontal coordinates were scaled from a topographic map and have
 BY1971.an estimated accuracy of +/- 6 seconds.
 BY1971
 BY1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1971.The vertical order pertains to the NGVD 29 superseded value.
 BY1971
 BY1971.The geoid height was determined by GEOID03.
 BY1971
 BY1971;                    North         East    Units  Estimated Accuracy
 BY1971;SPC TX C     - 3,174,940.    1,152,180.      MT  (+/- 180 meters Scaled)
 BY1971
 BY1971                          SUPERSEDED SURVEY CONTROL
 BY1971
 BY1971  NGVD 29 (??/??/92)   91.300  (m)          299.54   (f) ADJ UNCH    2 0
 BY1971
 BY1971.Superseded values are not recommended for survey control.
 BY1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1971.See file dsdata.txt to determine how the superseded data were derived.
 BY1971
 BY1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ532499(NAD 83)
 BY1971_MARKER: DB = BENCH MARK DISK
 BY1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1971_STAMPING: G 414 1947
 BY1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1971+STABILITY: SURFACE MOTION
 BY1971
 BY1971  HISTORY     - Date     Condition        Report By
 BY1971  HISTORY     - 1947     MONUMENTED       CGS
 BY1971
 BY1971                          STATION DESCRIPTION
 BY1971
 BY1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1971'3.0 MI W FROM POST OAK.
 BY1971'3.0 MILES WEST ALONG A DIRT ROAD FROM PEARSONS CHAPEL SCHOOL AT POST
 BY1971'OAK, AT THE TOP OF A SMALL HILL, 80.0 FEET NORTHWEST OF THE CENTER OF
 BY1971'THE INTERSECTION OF A DIRT ROAD LEADING SOUTHEAST TO AN OIL FIELD,
 BY1971'33.0 FEET NORTH OF THE CENTER OF THE MAIN ROAD, 18.5 FEET NORTHEAST OF
 BY1971'A 2-FOOT PINE TREE, 2.3 FEET WEST OF A REFERENCE POST, SET IN A
 BY1971'CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0451 ***********************************************************************
 BZ0451  DESIGNATION -  G 416
 BZ0451  PID         -  BZ0451
 BZ0451  STATE/COUNTY-  TX/LEON
 BZ0451  USGS QUAD   -  BUFFALO (1982)
 BZ0451
 BZ0451                         *CURRENT SURVEY CONTROL
 BZ0451  ___________________________________________________________________
 BZ0451* NAD 83(1986)-  31 25 26.     (N)    096 01 06.     (W)     SCALED    
 BZ0451* NAVD 88     -       125.65   (+/-2cm)     412.2    (feet)  VERTCON   
 BZ0451  ___________________________________________________________________
 BZ0451  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BZ0451
 BZ0451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0451
 BZ0451.The horizontal coordinates were scaled from a topographic map and have
 BZ0451.an estimated accuracy of +/- 6 seconds.
 BZ0451
 BZ0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0451.The vertical order pertains to the NGVD 29 superseded value.
 BZ0451
 BZ0451.The geoid height was determined by GEOID03.
 BZ0451
 BZ0451;                    North         East    Units  Estimated Accuracy
 BZ0451;SPC TX C     - 3,202,760.    1,110,130.      MT  (+/- 180 meters Scaled)
 BZ0451
 BZ0451                          SUPERSEDED SURVEY CONTROL
 BZ0451
 BZ0451  NGVD 29 (??/??/92)  125.620  (m)          412.14   (f) ADJ UNCH    2 0
 BZ0451
 BZ0451.Superseded values are not recommended for survey control.
 BZ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0451.See file dsdata.txt to determine how the superseded data were derived.
 BZ0451
 BZ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV834804(NAD 83)
 BZ0451_MARKER: DB = BENCH MARK DISK
 BZ0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0451_STAMPING: G 416 1947
 BZ0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0451+STABILITY: SURFACE MOTION
 BZ0451
 BZ0451  HISTORY     - Date     Condition        Report By
 BZ0451  HISTORY     - 1947     MONUMENTED       CGS
 BZ0451
 BZ0451                          STATION DESCRIPTION
 BZ0451
 BZ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0451'4.4 MI SE FROM BUFFALO.
 BZ0451'TO REACH FROM THE POST OFFICE AT BUFFALO GO SOUTHWEST 0.4 MILE ALONG
 BZ0451'U.S. HIGHWAY NO.79, THENCE SOUTHEASTERLY 4.0 MILES ALONG U.S. HIGHWAY
 BZ0451'NO.75 TO SITE OF MARK, BENCH MARK IS 98.7 FEET WEST OF THE NORTHWEST
 BZ0451'END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT, 55.2 FEET
 BZ0451'SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 11.5
 BZ0451'FEET SOUTHEAST OF THE SOUTHEAST END OF A BOARD GATE, 1.5 FEET
 BZ0451'NORTHEAST OF A FENCE AND 1.5 FEET NORTHWEST OF A 4 X 4 IN. MARKER
 BZ0451'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BZ0451'WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1672 ***********************************************************************
 BY1672  DESIGNATION -  G 417
 BY1672  PID         -  BY1672
 BY1672  STATE/COUNTY-  TX/LEON
 BY1672  USGS QUAD   -  FLO (1964)
 BY1672
 BY1672                         *CURRENT SURVEY CONTROL
 BY1672  ___________________________________________________________________
 BY1672* NAD 83(1986)-  31 29 18.     (N)    095 57 33.     (W)     SCALED    
 BY1672* NAVD 88     -        94.59   (+/-2cm)     310.3    (feet)  VERTCON   
 BY1672  ___________________________________________________________________
 BY1672  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BY1672
 BY1672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1672
 BY1672.The horizontal coordinates were scaled from a topographic map and have
 BY1672.an estimated accuracy of +/- 6 seconds.
 BY1672
 BY1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1672.The vertical order pertains to the NGVD 29 superseded value.
 BY1672
 BY1672.The geoid height was determined by GEOID03.
 BY1672
 BY1672;                    North         East    Units  Estimated Accuracy
 BY1672;SPC TX C     - 3,210,110.    1,115,470.      MT  (+/- 180 meters Scaled)
 BY1672
 BY1672                          SUPERSEDED SURVEY CONTROL
 BY1672
 BY1672  NGVD 29 (??/??/92)   94.551  (m)          310.21   (f) ADJ UNCH    2 0
 BY1672
 BY1672.Superseded values are not recommended for survey control.
 BY1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1672.See file dsdata.txt to determine how the superseded data were derived.
 BY1672
 BY1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ188875(NAD 83)
 BY1672_MARKER: DB = BENCH MARK DISK
 BY1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1672_STAMPING: G 417 1947
 BY1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1672+STABILITY: SURFACE MOTION
 BY1672
 BY1672  HISTORY     - Date     Condition        Report By
 BY1672  HISTORY     - 1947     MONUMENTED       CGS
 BY1672  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1672
 BY1672                          STATION DESCRIPTION
 BY1672
 BY1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1672'3.2 MI SW FROM KEECHI.
 BY1672'TO REACH FROM THE POST OFFICE AT KEECHI GO WESTERLY 1.8 MILES ALONG A
 BY1672'GRADED DIRT ROAD, THENCE SOUTHERLY 1.4 MILES ALONG A GRADED DIRT ROAD
 BY1672'TO SITE OF MARK, BENCH MARK IS 88.0 FEET NORTH OF THE NORTH END OF A
 BY1672'WOODEN BRIDGE, 60.7 FEET SOUTHEAST OF A TELEPHONE POLE, 52.0 FEET
 BY1672'SOUTH OF A TWENTY INCH OAK TREE, 42.5 FEET NORTHWEST OF AND ABOUT
 BY1672'LEVEL WITH THE CENTER LINE OF THE ROAD, 22.4 FEET NORTHEAST OF A PIPE
 BY1672'LINE AND 1.5 FEET NORTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 BY1672'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES BELOW
 BY1672'GROUND.  NOTE-- ROAD AND PIPELINE CHANGED IN THIS AREA.
 BY1672
 BY1672                          STATION RECOVERY (1964)
 BY1672
 BY1672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0464 ***********************************************************************
 BZ0464  DESIGNATION -  G 418
 BZ0464  PID         -  BZ0464
 BZ0464  STATE/COUNTY-  TX/LEON
 BZ0464  USGS QUAD   -  BUFFALO (1982)
 BZ0464
 BZ0464                         *CURRENT SURVEY CONTROL
 BZ0464  ___________________________________________________________________
 BZ0464* NAD 83(1986)-  31 23 03.     (N)    096 03 53.     (W)     SCALED    
 BZ0464* NAVD 88     -       127.10   (+/-2cm)     417.0    (feet)  VERTCON   
 BZ0464  ___________________________________________________________________
 BZ0464  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BZ0464
 BZ0464  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0464
 BZ0464.The horizontal coordinates were scaled from a topographic map and have
 BZ0464.an estimated accuracy of +/- 6 seconds.
 BZ0464
 BZ0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0464.The vertical order pertains to the NGVD 29 superseded value.
 BZ0464
 BZ0464.The geoid height was determined by GEOID03.
 BZ0464
 BZ0464;                    North         East    Units  Estimated Accuracy
 BZ0464;SPC TX C     - 3,198,180.    1,105,890.      MT  (+/- 180 meters Scaled)
 BZ0464
 BZ0464                          SUPERSEDED SURVEY CONTROL
 BZ0464
 BZ0464  NGVD 29 (??/??/92)  127.075  (m)          416.91   (f) ADJ UNCH    2 0
 BZ0464
 BZ0464.Superseded values are not recommended for survey control.
 BZ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0464.See file dsdata.txt to determine how the superseded data were derived.
 BZ0464
 BZ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV791759(NAD 83)
 BZ0464_MARKER: DB = BENCH MARK DISK
 BZ0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0464_STAMPING: G 418 1947
 BZ0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0464+STABILITY: SURFACE MOTION
 BZ0464
 BZ0464  HISTORY     - Date     Condition        Report By
 BZ0464  HISTORY     - 1947     MONUMENTED       CGS
 BZ0464
 BZ0464                          STATION DESCRIPTION
 BZ0464
 BZ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0464'7.9 MI E FROM JEWETT.
 BZ0464'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEAST 2.9 MILES
 BZ0464'ALONG U.S.HIGHWAY NO.79, THENCE SOUTHEAST 2.6 MILES ALONG A GRADED
 BZ0464'DIRT ROAD, THENCE EASTERLY 2.4 MILES ALONG A GRADED DIRT ROAD TO SITE
 BZ0464'OF MARK, BENCH MARK IS ABOUT 115 YARDS SOUTHWEST OF A WOODEN BRIDGE,
 BZ0464'50.0 FEET SOUTHEAST OF AND ABOUT 3.0 FEET HIGHER THAN THE CENTER LINE
 BZ0464'OF THE ROAD, 23.0 FEET SOUTHWEST OF AN EIGHTEEN INCH ELM TREE, 1.0
 BZ0464'FOOT NORTHWEST OF A FENCE AND 2.0 FEET NORTHEAST OF A 4 X 4 IN. MARKER
 BZ0464'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BZ0464'WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1875 ***********************************************************************
 BY1875  DESIGNATION -  G 420
 BY1875  PID         -  BY1875
 BY1875  STATE/COUNTY-  TX/LEON
 BY1875  USGS QUAD   -  MIDDLETON (1972)
 BY1875
 BY1875                         *CURRENT SURVEY CONTROL
 BY1875  ___________________________________________________________________
 BY1875* NAD 83(1986)-  31 12 14.     (N)    095 49 31.     (W)     SCALED    
 BY1875* NAVD 88     -        83.55   (+/-2cm)     274.1    (feet)  VERTCON   
 BY1875  ___________________________________________________________________
 BY1875  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BY1875
 BY1875  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1875
 BY1875.The horizontal coordinates were scaled from a topographic map and have
 BY1875.an estimated accuracy of +/- 6 seconds.
 BY1875
 BY1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1875.The vertical order pertains to the NGVD 29 superseded value.
 BY1875
 BY1875.The geoid height was determined by GEOID03.
 BY1875
 BY1875;                    North         East    Units  Estimated Accuracy
 BY1875;SPC TX C     - 3,179,110.    1,129,450.      MT  (+/- 180 meters Scaled)
 BY1875
 BY1875                          SUPERSEDED SURVEY CONTROL
 BY1875
 BY1875  NGVD 29 (??/??/92)   83.539  (m)          274.08   (f) ADJ UNCH    2 0
 BY1875
 BY1875.Superseded values are not recommended for survey control.
 BY1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1875.See file dsdata.txt to determine how the superseded data were derived.
 BY1875
 BY1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ308556(NAD 83)
 BY1875_MARKER: DB = BENCH MARK DISK
 BY1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1875_STAMPING: G 420 1947
 BY1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1875+STABILITY: SURFACE MOTION
 BY1875
 BY1875  HISTORY     - Date     Condition        Report By
 BY1875  HISTORY     - 1947     MONUMENTED       CGS
 BY1875
 BY1875                          STATION DESCRIPTION
 BY1875
 BY1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1875'3.6 MI NE FROM MIDDLETON.
 BY1875'TO REACH FROM THE POST OFFICE AT MIDDLETON GO EAST 1.1 MILES ALONG A
 BY1875'GRADED DIRT ROAD, THENCE NORTH 2.5 MILES ALONG A GRADED DIRT ROAD TO
 BY1875'SITE OF MARK, BENCH MARK IS 25.8 FEET NORTH OF THE NORTH END OF A
 BY1875'BOARD GATE AND FENCE CORNER, 24.0 FEET EAST OF AND ABOUT LEVEL WITH
 BY1875'THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A FENCE AND 1.0 SOUTH OF
 BY1875'A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1875'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0321 ***********************************************************************
 BZ0321  DESIGNATION -  G 421
 BZ0321  PID         -  BZ0321
 BZ0321  STATE/COUNTY-  TX/FREESTONE
 BZ0321  USGS QUAD   -  YOUNG (1982)
 BZ0321
 BZ0321                         *CURRENT SURVEY CONTROL
 BZ0321  ___________________________________________________________________
 BZ0321* NAD 83(1986)-  31 49 06.     (N)    096 06 41.     (W)     SCALED    
 BZ0321* NAVD 88     -       110.517  (meters)     362.59   (feet)  ADJUSTED  
 BZ0321  ___________________________________________________________________
 BZ0321  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BZ0321  DYNAMIC HT  -         110.386 (meters)     362.16  (feet)  COMP
 BZ0321  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 BZ0321
 BZ0321  VERT ORDER  -  SECOND    CLASS 0
 BZ0321
 BZ0321.The horizontal coordinates were scaled from a topographic map and have
 BZ0321.an estimated accuracy of +/- 6 seconds.
 BZ0321
 BZ0321.The orthometric height was determined by differential leveling
 BZ0321.and adjusted by the National Geodetic Survey in June 1991..
 BZ0321
 BZ0321.The geoid height was determined by GEOID03.
 BZ0321
 BZ0321.The dynamic height is computed by dividing the NAVD 88
 BZ0321.geopotential number by the normal gravity value computed on the
 BZ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0321.degrees latitude (g = 980.6199 gals.).
 BZ0321
 BZ0321.The modeled gravity was interpolated from observed gravity values.
 BZ0321
 BZ0321;                    North         East    Units  Estimated Accuracy
 BZ0321;SPC TX C     - 3,246,120.    1,099,630.      MT  (+/- 180 meters Scaled)
 BZ0321
 BZ0321                          SUPERSEDED SURVEY CONTROL
 BZ0321
 BZ0321  NGVD 29 (??/??/92)  110.507  (m)          362.56   (f) ADJ UNCH    2 0
 BZ0321
 BZ0321.Superseded values are not recommended for survey control.
 BZ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0321.See file dsdata.txt to determine how the superseded data were derived.
 BZ0321
 BZ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA734239(NAD 83)
 BZ0321_MARKER: DB = BENCH MARK DISK
 BZ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0321_STAMPING: G 421 1947
 BZ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0321+STABILITY: SURFACE MOTION
 BZ0321
 BZ0321  HISTORY     - Date     Condition        Report By
 BZ0321  HISTORY     - 1947     MONUMENTED       CGS
 BZ0321
 BZ0321                          STATION DESCRIPTION
 BZ0321
 BZ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0321'7.4 MI E FROM STEWARDS MILL.
 BZ0321'TO REACH FROM THE CROSS ROADS AT STEWARDS MILL, PROCEED 2.0 MILES
 BZ0321'NORTHEAST ALONG A DIRT ROAD, THENCE 0.8 MILE SOUTHEAST ALONG A ONE
 BZ0321'TRACK DIRT ROAD, THENCE 3.2 MILES EAST, 0.2 MILE SOUTH AND 1.2 MILE
 BZ0321'EAST ALONG A DIRT ROAD, BENCH MARK IS AT THE TOP OF A PROMINENT HILL
 BZ0321'BETWEEN TWO CREEKS, 46.5 FEET EAST OF THE CENTER OF A PRIVATE ROAD
 BZ0321'LEADING NORTH, 20.0 FEET NORTH OF THE CENTER OF THE MAIN ROAD, 2.5
 BZ0321'FEET WEST OF A REFERENCE POST, 2.0 FEET SOUTH OF THE NORTH
 BZ0321'RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT 1 FOOT ABOVE THE ROAD
 BZ0321'AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0703 ***********************************************************************
 CS0703  DESIGNATION -  G 422
 CS0703  PID         -  CS0703
 CS0703  STATE/COUNTY-  TX/NAVARRO
 CS0703  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0703
 CS0703                         *CURRENT SURVEY CONTROL
 CS0703  ___________________________________________________________________
 CS0703* NAD 83(1986)-  32 01 22.     (N)    096 06 42.     (W)     SCALED    
 CS0703* NAVD 88     -        97.771  (meters)     320.77   (feet)  ADJUSTED  
 CS0703  ___________________________________________________________________
 CS0703  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0703  DYNAMIC HT  -          97.657 (meters)     320.40  (feet)  COMP
 CS0703  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 CS0703
 CS0703  VERT ORDER  -  SECOND    CLASS 0
 CS0703
 CS0703.The horizontal coordinates were scaled from a topographic map and have
 CS0703.an estimated accuracy of +/- 6 seconds.
 CS0703
 CS0703.The orthometric height was determined by differential leveling
 CS0703.and adjusted by the National Geodetic Survey in June 1991..
 CS0703
 CS0703.The geoid height was determined by GEOID03.
 CS0703
 CS0703.The dynamic height is computed by dividing the NAVD 88
 CS0703.geopotential number by the normal gravity value computed on the
 CS0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0703.degrees latitude (g = 980.6199 gals.).
 CS0703
 CS0703.The modeled gravity was interpolated from observed gravity values.
 CS0703
 CS0703;                    North         East    Units  Estimated Accuracy
 CS0703;SPC TXNC     - 2,042,060.      825,610.      MT  (+/- 180 meters Scaled)
 CS0703
 CS0703                          SUPERSEDED SURVEY CONTROL
 CS0703
 CS0703  NGVD 29 (??/??/92)   97.771  (m)          320.77   (f) ADJ UNCH    2 0
 CS0703
 CS0703.Superseded values are not recommended for survey control.
 CS0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0703.See file dsdata.txt to determine how the superseded data were derived.
 CS0703
 CS0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA728466(NAD 83)
 CS0703_MARKER: DB = BENCH MARK DISK
 CS0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0703_STAMPING: G 422 1947
 CS0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0703+STABILITY: SURFACE MOTION
 CS0703
 CS0703  HISTORY     - Date     Condition        Report By
 CS0703  HISTORY     - 1947     MONUMENTED       CGS
 CS0703
 CS0703                          STATION DESCRIPTION
 CS0703
 CS0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0703'4.1 MI SE FROM RURAL SHADE.
 CS0703'0.6 OF A MILE NORTHEAST ALONG A GRADED DIRT ROAD FROM THE RURAL SHADE
 CS0703'ELEMENTARY SCHOOL, THENCE 1.3 MILES EAST ALONG A GRADED DIRT ROAD,
 CS0703'THENCE 1.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.9 OF A
 CS0703'MILE SOUTHWEST ALONG A GRADED DIRT ROAD TO THE SITE OF THE BENCH MARK.
 CS0703'THE MARK IS 246 FEET NORTHEAST OF A TWO FOOT OAK TREE, 206 FEET
 CS0703'SOUTHWEST OF A FENCE CORNER, 24 FEET SOUTHEAST OF AND LEVEL WITH THE
 CS0703'CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A 4X4 MARKER POST, AND 1
 CS0703'FOOT NORTHWEST OF A FENCE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS0703'POST AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0803 ***********************************************************************
 GL0803  DESIGNATION -  G 423
 GL0803  PID         -  GL0803
 GL0803  STATE/COUNTY-  TX/DALLAM
 GL0803  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0803
 GL0803                         *CURRENT SURVEY CONTROL
 GL0803  ___________________________________________________________________
 GL0803* NAD 83(1986)-  36 18 56.     (N)    103 02 27.     (W)     SCALED    
 GL0803* NAVD 88     -      1408.826  (meters)    4622.12   (feet)  ADJUSTED  
 GL0803  ___________________________________________________________________
 GL0803  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 GL0803  DYNAMIC HT  -        1407.167 (meters)    4616.68  (feet)  COMP
 GL0803  MODELED GRAV-     979,405.0   (mgal)                       NAVD 88
 GL0803
 GL0803  VERT ORDER  -  SECOND    CLASS 0
 GL0803
 GL0803.The horizontal coordinates were scaled from a topographic map and have
 GL0803.an estimated accuracy of +/- 6 seconds.
 GL0803
 GL0803.The orthometric height was determined by differential leveling
 GL0803.and adjusted by the National Geodetic Survey in June 1991..
 GL0803
 GL0803.The geoid height was determined by GEOID03.
 GL0803
 GL0803.The dynamic height is computed by dividing the NAVD 88
 GL0803.geopotential number by the normal gravity value computed on the
 GL0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0803.degrees latitude (g = 980.6199 gals.).
 GL0803
 GL0803.The modeled gravity was interpolated from observed gravity values.
 GL0803
 GL0803;                    North         East    Units  Estimated Accuracy
 GL0803;SPC TX N     - 1,257,970.       61,630.      MT  (+/- 180 meters Scaled)
 GL0803
 GL0803                          SUPERSEDED SURVEY CONTROL
 GL0803
 GL0803  NGVD 29 (??/??/92) 1408.147  (m)         4619.90   (f) ADJ UNCH    2 0
 GL0803
 GL0803.Superseded values are not recommended for survey control.
 GL0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0803.See file dsdata.txt to determine how the superseded data were derived.
 GL0803
 GL0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA758207(NAD 83)
 GL0803_MARKER: DB = BENCH MARK DISK
 GL0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0803_STAMPING: G 423 1955
 GL0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0803+STABILITY: SURFACE MOTION
 GL0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0803+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0803
 GL0803  HISTORY     - Date     Condition        Report By
 GL0803  HISTORY     - 1955     MONUMENTED       CGS
 GL0803  HISTORY     - 20050806 GOOD             USPSQD
 GL0803
 GL0803                          STATION DESCRIPTION
 GL0803
 GL0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0803'4.7 MI S FROM TEXLINE.
 GL0803'4.7 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0803'CITY RAILROAD STATION AT TEXLINE, AT THE SOUTH END OF A LONG CURVE IN
 GL0803'THE FARM ROAD, 51 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 1.7
 GL0803'FEET WEST OF A CONCRETE RIGHT OF WAY MARKER, 2.5 FEET NORTH OF A
 GL0803'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GL0803'FOOT ABOVE THE GROUND.
 GL0803
 GL0803                          STATION RECOVERY (2005)
 GL0803
 GL0803'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0803'FOUND IN VERY GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0063 ***********************************************************************
 EN0063  DESIGNATION -  G 426
 EN0063  PID         -  EN0063
 EN0063  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0063  USGS QUAD   -  DODSON (1964)
 EN0063
 EN0063                         *CURRENT SURVEY CONTROL
 EN0063  ___________________________________________________________________
 EN0063* NAD 83(1986)-  34 48 31.     (N)    100 05 30.     (W)     SCALED    
 EN0063* NAVD 88     -       598.244  (meters)    1962.74   (feet)  POSTED    
 EN0063  ___________________________________________________________________
 EN0063  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EN0063  DYNAMIC HT  -         597.580 (meters)    1960.56  (feet)  COMP
 EN0063  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 EN0063
 EN0063  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EN0063
 EN0063.The horizontal coordinates were scaled from a topographic map and have
 EN0063.an estimated accuracy of +/- 6 seconds.
 EN0063
 EN0063.The orthometric height was determined by differential leveling
 EN0063.and adjusted by the National Geodetic Survey in 1992..
 EN0063.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EN0063.rate of 0.0 thru 1.0 mm/km.
 EN0063
 EN0063.The geoid height was determined by GEOID03.
 EN0063
 EN0063.The dynamic height is computed by dividing the NAVD 88
 EN0063.geopotential number by the normal gravity value computed on the
 EN0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0063.degrees latitude (g = 980.6199 gals.).
 EN0063
 EN0063.The modeled gravity was interpolated from observed gravity values.
 EN0063
 EN0063;                    North         East    Units  Estimated Accuracy
 EN0063;SPC TX N     - 1,090,620.      328,850.      MT  (+/- 180 meters Scaled)
 EN0063
 EN0063                          SUPERSEDED SURVEY CONTROL
 EN0063
 EN0063  NGVD 29 (??/??/92)  597.93   (m)         1961.7    (f) COMPUTED    2 0
 EN0063
 EN0063.Superseded values are not recommended for survey control.
 EN0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0063.See file dsdata.txt to determine how the superseded data were derived.
 EN0063
 EN0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD001523(NAD 83)
 EN0063_MARKER: DB = BENCH MARK DISK
 EN0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0063_STAMPING: G-426 1934
 EN0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0063+STABILITY: SURFACE MOTION
 EN0063
 EN0063  HISTORY     - Date     Condition        Report By
 EN0063  HISTORY     - 1934     MONUMENTED       CGS
 EN0063
 EN0063                          STATION DESCRIPTION
 EN0063
 EN0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0063'5.4 MI NW FROM DODSONVILLE.
 EN0063'5.4 MI. N.W. OF ON M.K.T. RAILROAD.  7.3 MI. S.E. OF WELLINGTON AT THE
 EN0063'ENTRANCE TO A RANCH, 30 YDS. S.E. OF MILE POST NO. 125, 42 FT. S.W.
 EN0063'CENTER LINE OF TRACK, 15 FT. E. OF CENTER LINE OF GATE FOR A ROAD
 EN0063'CROSSING TRACK, AND 2 FT. N. OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0028 ***********************************************************************
 EN0028  DESIGNATION -  G 427
 EN0028  PID         -  EN0028
 EN0028  STATE/COUNTY-  TX/CHILDRESS
 EN0028  USGS QUAD   -  LOCO (1984)
 EN0028
 EN0028                         *CURRENT SURVEY CONTROL
 EN0028  ___________________________________________________________________
 EN0028* NAD 83(1986)-  34 39 47.     (N)    100 11 18.     (W)     SCALED    
 EN0028* NAVD 88     -       557.993  (meters)    1830.68   (feet)  ADJUSTED  
 EN0028  ___________________________________________________________________
 EN0028  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 EN0028  DYNAMIC HT  -         557.367 (meters)    1828.63  (feet)  COMP
 EN0028  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 EN0028
 EN0028  VERT ORDER  -  SECOND    CLASS 0
 EN0028
 EN0028.The horizontal coordinates were scaled from a topographic map and have
 EN0028.an estimated accuracy of +/- 6 seconds.
 EN0028
 EN0028.The orthometric height was determined by differential leveling
 EN0028.and adjusted by the National Geodetic Survey in June 1991..
 EN0028
 EN0028.The geoid height was determined by GEOID03.
 EN0028
 EN0028.The dynamic height is computed by dividing the NAVD 88
 EN0028.geopotential number by the normal gravity value computed on the
 EN0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0028.degrees latitude (g = 980.6199 gals.).
 EN0028
 EN0028.The modeled gravity was interpolated from observed gravity values.
 EN0028
 EN0028;                    North         East    Units  Estimated Accuracy
 EN0028;SPC TX N     - 1,074,360.      320,230.      MT  (+/- 180 meters Scaled)
 EN0028
 EN0028                          SUPERSEDED SURVEY CONTROL
 EN0028
 EN0028  NGVD 29 (??/??/92)  557.697  (m)         1829.71   (f) ADJ UNCH    2 0
 EN0028
 EN0028.Superseded values are not recommended for survey control.
 EN0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0028.See file dsdata.txt to determine how the superseded data were derived.
 EN0028
 EN0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD911363(NAD 83)
 EN0028_MARKER: DB = BENCH MARK DISK
 EN0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0028_STAMPING: G 427 1934
 EN0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0028+STABILITY: SURFACE MOTION
 EN0028
 EN0028  HISTORY     - Date     Condition        Report By
 EN0028  HISTORY     - 1934     MONUMENTED       CGS
 EN0028  HISTORY     - 1953     GOOD             NGS
 EN0028  HISTORY     - 1958     GOOD             NGS
 EN0028
 EN0028                          STATION DESCRIPTION
 EN0028
 EN0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EN0028'14.1 MI S FROM WELLINGTON.
 EN0028'14.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH STATE
 EN0028'HIGHWAY 338 AT WELLINGTON, 1.9 MILES NROTH OF BENCH MARK H 427, 50
 EN0028'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET EAST OF A FENCE,
 EN0028'3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EN0028'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EN0028
 EN0028                          STATION RECOVERY (1958)
 EN0028
 EN0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0903 ***********************************************************************
 FL0903  DESIGNATION -  G 428
 FL0903  PID         -  FL0903
 FL0903  STATE/COUNTY-  TX/DONLEY
 FL0903  USGS QUAD   -  ASHTOLA (1983)
 FL0903
 FL0903                         *CURRENT SURVEY CONTROL
 FL0903  ___________________________________________________________________
 FL0903* NAD 83(1986)-  35 00 25.     (N)    101 02 41.     (W)     SCALED    
 FL0903* NAVD 88     -       888.577  (meters)    2915.27   (feet)  ADJUSTED  
 FL0903  ___________________________________________________________________
 FL0903  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 FL0903  DYNAMIC HT  -         887.546 (meters)    2911.89  (feet)  COMP
 FL0903  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 FL0903
 FL0903  VERT ORDER  -  SECOND    CLASS 0
 FL0903
 FL0903.The horizontal coordinates were scaled from a topographic map and have
 FL0903.an estimated accuracy of +/- 6 seconds.
 FL0903
 FL0903.The orthometric height was determined by differential leveling
 FL0903.and adjusted by the National Geodetic Survey in June 1991..
 FL0903
 FL0903.The geoid height was determined by GEOID03.
 FL0903
 FL0903.The dynamic height is computed by dividing the NAVD 88
 FL0903.geopotential number by the normal gravity value computed on the
 FL0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0903.degrees latitude (g = 980.6199 gals.).
 FL0903
 FL0903.The modeled gravity was interpolated from observed gravity values.
 FL0903
 FL0903;                    North         East    Units  Estimated Accuracy
 FL0903;SPC TX N     - 1,111,800.      241,560.      MT  (+/- 180 meters Scaled)
 FL0903
 FL0903                          SUPERSEDED SURVEY CONTROL
 FL0903
 FL0903  NGVD 29 (??/??/92)  888.150  (m)         2913.87   (f) ADJ UNCH    2 0
 FL0903
 FL0903.Superseded values are not recommended for survey control.
 FL0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0903.See file dsdata.txt to determine how the superseded data were derived.
 FL0903
 FL0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD134757(NAD 83)
 FL0903_MARKER: DB = BENCH MARK DISK
 FL0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0903_STAMPING: G-428 1934
 FL0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0903+STABILITY: SURFACE MOTION
 FL0903
 FL0903  HISTORY     - Date     Condition        Report By
 FL0903  HISTORY     - 1934     MONUMENTED       CGS
 FL0903  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 FL0903
 FL0903                          STATION DESCRIPTION
 FL0903
 FL0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0903'IN ASHTOLA.
 FL0903'2 FT. N. OF MILE POST NO. 288, 150 FT. S.E. OF THE S.E. CORNER OF
 FL0903'STATION, 70 FT. S.W. OF THE CENTER LINE OF MAIN TRACK, AND 75 FT. N.E.
 FL0903'OF THE CENTER LINE OF HWY.
 FL0903
 FL0903                          STATION RECOVERY (2004)
 FL0903
 FL0903'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0299 ***********************************************************************
 EN0299  DESIGNATION -  G 429
 EN0299  PID         -  EN0299
 EN0299  STATE/COUNTY-  TX/BRISCOE
 EN0299  USGS QUAD   -  LAKE THEO (1967)
 EN0299
 EN0299                         *CURRENT SURVEY CONTROL
 EN0299  ___________________________________________________________________
 EN0299* NAD 83(1986)-  34 28 47.     (N)    101 01 36.     (W)     SCALED    
 EN0299* NAVD 88     -       743.897  (meters)    2440.60   (feet)  ADJUSTED  
 EN0299  ___________________________________________________________________
 EN0299  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EN0299  DYNAMIC HT  -         743.007 (meters)    2437.68  (feet)  COMP
 EN0299  MODELED GRAV-     979,415.2   (mgal)                       NAVD 88
 EN0299
 EN0299  VERT ORDER  -  SECOND    CLASS 0
 EN0299
 EN0299.The horizontal coordinates were scaled from a topographic map and have
 EN0299.an estimated accuracy of +/- 6 seconds.
 EN0299
 EN0299.The orthometric height was determined by differential leveling
 EN0299.and adjusted by the National Geodetic Survey in June 1991..
 EN0299
 EN0299.The geoid height was determined by GEOID03.
 EN0299
 EN0299.The dynamic height is computed by dividing the NAVD 88
 EN0299.geopotential number by the normal gravity value computed on the
 EN0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0299.degrees latitude (g = 980.6199 gals.).
 EN0299
 EN0299.The modeled gravity was interpolated from observed gravity values.
 EN0299
 EN0299;                    North         East    Units  Estimated Accuracy
 EN0299;SPC TX N     - 1,053,330.      243,480.      MT  (+/- 180 meters Scaled)
 EN0299
 EN0299                          SUPERSEDED SURVEY CONTROL
 EN0299
 EN0299  NGVD 29 (??/??/92)  743.552  (m)         2439.47   (f) ADJ UNCH    2 0
 EN0299
 EN0299.Superseded values are not recommended for survey control.
 EN0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0299.See file dsdata.txt to determine how the superseded data were derived.
 EN0299
 EN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD138172(NAD 83)
 EN0299_MARKER: DB = BENCH MARK DISK
 EN0299_SETTING: 0 = UNSPECIFIED SETTING
 EN0299_STAMPING: G 429 1934
 EN0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0299
 EN0299  HISTORY     - Date     Condition        Report By
 EN0299  HISTORY     - 1934     MONUMENTED       CGS
 EN0299  HISTORY     - 1967     GOOD             USGS
 EN0299
 EN0299                          STATION DESCRIPTION
 EN0299
 EN0299'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 EN0299'10.5 MI N FROM QUITAQUE.
 EN0299'FROM THE JUNCTION OF STATE HIGHWAY 86 AND FARM ROAD 1065 PROCEED NORTH
 EN0299'ON FARM ROAD 1065 FOR 9.4 MILES TO Y-JUNCTION, THENCE NORTH ON RIGHT
 EN0299'FORK THRU CATTLEGUARD PROCEEDING FIRST ON THE EAST SIDE OF FENCE THEN
 EN0299'ON THE WEST SIDE 0.8 MILES PASTLADDER TANK TO GATE ON OLD ROAD LEADING
 EN0299'NORTH, THENCE NORTH ACROSS TANK DAM FOR 0.4 MILES TO TOP OF HILL.
 EN0299'LEAVE TRUCK AND WALK NORTH ALONG OLD WASHED OUT ROAD ACROSS DRAIN TO
 EN0299'TOP OF HILL AND BM ON EAST SIDE OF OLD ROAD 45 FT. FROM THE
 EN0299'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0013 ***********************************************************************
 AY0013  DESIGNATION -  G 43
 AY0013  PID         -  AY0013
 AY0013  STATE/COUNTY-  TX/COMAL
 AY0013  USGS QUAD   -  SCHERTZ (1992)
 AY0013
 AY0013                         *CURRENT SURVEY CONTROL
 AY0013  ___________________________________________________________________
 AY0013* NAD 83(1986)-  29 36 23.     (N)    098 18 14.     (W)     SCALED    
 AY0013* NAVD 88     -       239.353  (meters)     785.28   (feet)  POSTED    
 AY0013  ___________________________________________________________________
 AY0013  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AY0013  DYNAMIC HT  -         239.000 (meters)     784.12  (feet)  COMP
 AY0013  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 AY0013
 AY0013  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0013
 AY0013.The horizontal coordinates were scaled from a topographic map and have
 AY0013.an estimated accuracy of +/- 6 seconds.
 AY0013
 AY0013.The orthometric height was determined by differential leveling
 AY0013.and adjusted by the National Geodetic Survey in 1992..
 AY0013.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0013.rate of 2.1 thru 3.0 mm/km.
 AY0013
 AY0013.The geoid height was determined by GEOID03.
 AY0013
 AY0013.The dynamic height is computed by dividing the NAVD 88
 AY0013.geopotential number by the normal gravity value computed on the
 AY0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0013.degrees latitude (g = 980.6199 gals.).
 AY0013
 AY0013.The modeled gravity was interpolated from observed gravity values.
 AY0013
 AY0013;                    North         East    Units  Estimated Accuracy
 AY0013;SPC TXSC     - 4,196,700.      667,420.      MT  (+/- 180 meters Scaled)
 AY0013
 AY0013                          SUPERSEDED SURVEY CONTROL
 AY0013
 AY0013  NGVD 29 (??/??/92)  239.249  (m)          784.94   (f) ADJ UNCH    1 2
 AY0013
 AY0013.Superseded values are not recommended for survey control.
 AY0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0013.See file dsdata.txt to determine how the superseded data were derived.
 AY0013
 AY0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT674753(NAD 83)
 AY0013_MARKER: DB = BENCH MARK DISK
 AY0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0013_STAMPING: ELEV 784.56 FT G 43 1917
 AY0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0013+STABILITY: SURFACE MOTION
 AY0013
 AY0013  HISTORY     - Date     Condition        Report By
 AY0013  HISTORY     - 1917     MONUMENTED       CGS
 AY0013  HISTORY     - 1952     GOOD             DOD
 AY0013  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0013  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0013  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0013
 AY0013                          STATION DESCRIPTION
 AY0013
 AY0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AY0013'12.8 MI SW FROM NEW BRAUNFELS.
 AY0013'12.8 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0013'FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 14 FEET NORTH OF
 AY0013'MILEPOST 1016, 31 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 17
 AY0013'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A WHITE
 AY0013'WOODEN WITNESS POST, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD
 AY0013'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 AY0013'GROUND.  NOTE-- BATTERED BUT SOLID.
 AY0013
 AY0013                          STATION RECOVERY (1952)
 AY0013
 AY0013'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1952
 AY0013'RECOVERED IN GOOD CONDITION.
 AY0013
 AY0013                          STATION RECOVERY (1988)
 AY0013
 AY0013'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0013'MARK NOT FOUND.
 AY0013
 AY0013                          STATION RECOVERY (1993)
 AY0013
 AY0013'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0013'MARK NOT FOUND.
 AY0013
 AY0013                          STATION RECOVERY (1999)
 AY0013
 AY0013'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0097 ***********************************************************************
 EO0097  DESIGNATION -  G 430
 EO0097  PID         -  EO0097
 EO0097  STATE/COUNTY-  TX/CASTRO
 EO0097  USGS QUAD   -  DIMMITT (1980)
 EO0097
 EO0097                         *CURRENT SURVEY CONTROL
 EO0097  ___________________________________________________________________
 EO0097* NAD 83(1986)-  34 32 27.     (N)    102 16 21.     (W)     SCALED    
 EO0097* NAVD 88     -      1171.534  (meters)    3843.61   (feet)  ADJUSTED  
 EO0097  ___________________________________________________________________
 EO0097  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 EO0097  DYNAMIC HT  -        1170.038 (meters)    3838.70  (feet)  COMP
 EO0097  MODELED GRAV-     979,317.9   (mgal)                       NAVD 88
 EO0097
 EO0097  VERT ORDER  -  SECOND    CLASS 0
 EO0097
 EO0097.The horizontal coordinates were scaled from a topographic map and have
 EO0097.an estimated accuracy of +/- 6 seconds.
 EO0097
 EO0097.The orthometric height was determined by differential leveling
 EO0097.and adjusted by the National Geodetic Survey in June 1991..
 EO0097
 EO0097.The geoid height was determined by GEOID03.
 EO0097
 EO0097.The dynamic height is computed by dividing the NAVD 88
 EO0097.geopotential number by the normal gravity value computed on the
 EO0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0097.degrees latitude (g = 980.6199 gals.).
 EO0097
 EO0097.The modeled gravity was interpolated from observed gravity values.
 EO0097
 EO0097;                    North         East    Units  Estimated Accuracy
 EO0097;SPC TX N     - 1,060,280.      129,090.      MT  (+/- 180 meters Scaled)
 EO0097
 EO0097                          SUPERSEDED SURVEY CONTROL
 EO0097
 EO0097  NGVD 29 (??/??/92) 1171.041  (m)         3841.99   (f) ADJ UNCH    2 0
 EO0097
 EO0097.Superseded values are not recommended for survey control.
 EO0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0097.See file dsdata.txt to determine how the superseded data were derived.
 EO0097
 EO0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU503255(NAD 83)
 EO0097_MARKER: DB = BENCH MARK DISK
 EO0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0097_STAMPING: G 430 1934 3841.990
 EO0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0097+STABILITY: SURFACE MOTION
 EO0097
 EO0097  HISTORY     - Date     Condition        Report By
 EO0097  HISTORY     - 1934     MONUMENTED       CGS
 EO0097  HISTORY     - 1964     GOOD             USGS
 EO0097
 EO0097                          STATION DESCRIPTION
 EO0097
 EO0097'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EO0097'2.3 MI E FROM DIMMITT.
 EO0097'2.3 MILES EAST ALONG STATE HIGHWAY 86 FROM THE FORT WORTH AND DENVER
 EO0097'RAILWAY STATION AT DIMMITT.  AT A HIGHWAY CURVE.  46 FEET NORTH OF THE
 EO0097'CENTERLINE OF THE HIGHWAY.  60 FEET EAST OF A FIELD ROAD NORTH. 3 FEET
 EO0097'WEST OF THE BASE OF A POWERLINE POLE.  A STANDARD DISK, STAMPED G 430
 EO0097'1934 3841.990 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0369 ***********************************************************************
 EN0369  DESIGNATION -  G 431 RESET 1935
 EN0369  PID         -  EN0369
 EN0369  STATE/COUNTY-  TX/SWISHER
 EN0369  USGS QUAD   -  CLAYTONVILLE (1969)
 EN0369
 EN0369                         *CURRENT SURVEY CONTROL
 EN0369  ___________________________________________________________________
 EN0369* NAD 83(1986)-  34 28 36.     (N)    101 32 56.     (W)     SCALED    
 EN0369* NAVD 88     -      1016.62   (+/-2cm)    3335.4    (feet)  VERTCON   
 EN0369  ___________________________________________________________________
 EN0369  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EN0369
 EN0369  VERT ORDER  -  THIRD (See Below)
 EN0369
 EN0369.The horizontal coordinates were scaled from a topographic map and have
 EN0369.an estimated accuracy of +/- 6 seconds.
 EN0369
 EN0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0369.The vertical order pertains to the NGVD 29 superseded value.
 EN0369
 EN0369.The geoid height was determined by GEOID03.
 EN0369
 EN0369;                    North         East    Units  Estimated Accuracy
 EN0369;SPC TX N     - 1,052,880.      195,510.      MT  (+/- 180 meters Scaled)
 EN0369
 EN0369                          SUPERSEDED SURVEY CONTROL
 EN0369
 EN0369  NGVD 29 (??/??/??) 1016.23   (m)         3334.1    (f) RESET       3  
 EN0369
 EN0369.Superseded values are not recommended for survey control.
 EN0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0369.See file dsdata.txt to determine how the superseded data were derived.
 EN0369
 EN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD659179(NAD 83)
 EN0369_MARKER: DB = BENCH MARK DISK
 EN0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0369_STAMPING: G 431 RESET 1935
 EN0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0369+STABILITY: SURFACE MOTION
 EN0369
 EN0369  HISTORY     - Date     Condition        Report By
 EN0369  HISTORY     - 1935     MONUMENTED       CGS
 EN0369  HISTORY     - 1968     MARK NOT FOUND   NGS
 EN0369
 EN0369                          STATION DESCRIPTION
 EN0369
 EN0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0369'14.4 MI W FROM SILVERTON.
 EN0369'IN SWISHER COUNTY, 14.4 MILES WEST ALONG STATE HIGHWAY 86 FROM THE
 EN0369'COUNTY COURTHOUSE AT SILVERTON, BRISCOE COUNTY, 45 FEET SOUTH OF THE
 EN0369'CENTERLINE OF THE HIGHWAY, AND NEAR A FENCE CORNER.
 EN0369
 EN0369                          STATION RECOVERY (1968)
 EN0369
 EN0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EN0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0334 ***********************************************************************
 EN0334  DESIGNATION -  G 432
 EN0334  PID         -  EN0334
 EN0334  STATE/COUNTY-  TX/SWISHER
 EN0334  USGS QUAD   -  EDMONSON NE (1965)
 EN0334
 EN0334                         *CURRENT SURVEY CONTROL
 EN0334  ___________________________________________________________________
 EN0334* NAD 83(1986)-  34 23 53.     (N)    101 45 16.     (W)     SCALED    
 EN0334* NAVD 88     -      1059.488  (meters)    3476.00   (feet)  ADJUSTED  
 EN0334  ___________________________________________________________________
 EN0334  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EN0334  DYNAMIC HT  -        1058.152 (meters)    3471.62  (feet)  COMP
 EN0334  MODELED GRAV-     979,339.0   (mgal)                       NAVD 88
 EN0334
 EN0334  VERT ORDER  -  SECOND    CLASS 0
 EN0334
 EN0334.The horizontal coordinates were scaled from a topographic map and have
 EN0334.an estimated accuracy of +/- 6 seconds.
 EN0334
 EN0334.The orthometric height was determined by differential leveling
 EN0334.and adjusted by the National Geodetic Survey in June 1991..
 EN0334
 EN0334.The geoid height was determined by GEOID03.
 EN0334
 EN0334.The dynamic height is computed by dividing the NAVD 88
 EN0334.geopotential number by the normal gravity value computed on the
 EN0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0334.degrees latitude (g = 980.6199 gals.).
 EN0334
 EN0334.The modeled gravity was interpolated from observed gravity values.
 EN0334
 EN0334;                    North         East    Units  Estimated Accuracy
 EN0334;SPC TX N     - 1,044,190.      176,600.      MT  (+/- 180 meters Scaled)
 EN0334
 EN0334                          SUPERSEDED SURVEY CONTROL
 EN0334
 EN0334  NGVD 29 (??/??/92) 1059.065  (m)         3474.62   (f) ADJ UNCH    2 0
 EN0334
 EN0334.Superseded values are not recommended for survey control.
 EN0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0334.See file dsdata.txt to determine how the superseded data were derived.
 EN0334
 EN0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD467097(NAD 83)
 EN0334_MARKER: DB = BENCH MARK DISK
 EN0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0334_STAMPING: G-432 1934
 EN0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0334+STABILITY: SURFACE MOTION
 EN0334
 EN0334  HISTORY     - Date     Condition        Report By
 EN0334  HISTORY     - 1934     MONUMENTED       CGS
 EN0334
 EN0334                          STATION DESCRIPTION
 EN0334
 EN0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0334'2.1 MI N FROM KRESS.
 EN0334'2.1 MI. N. ALONG P. AND S. F. RY. 2 POLES S. OF MI. POST NO. 613, 45
 EN0334'FT. W. OF THE CENTER LINE OF TRACK, 7 FT. S. OF A FENCE CORNER, AND 1
 EN0334'FT. E. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0079 ***********************************************************************
 DP0079  DESIGNATION -  G 433
 DP0079  PID         -  DP0079
 DP0079  STATE/COUNTY-  TX/KENT
 DP0079  USGS QUAD   -  GIRARD (1959)
 DP0079
 DP0079                         *CURRENT SURVEY CONTROL
 DP0079  ___________________________________________________________________
 DP0079* NAD 83(1986)-  33 18 50.     (N)    100 37 33.     (W)     SCALED    
 DP0079* NAVD 88     -       638.049  (meters)    2093.33   (feet)  ADJUSTED  
 DP0079  ___________________________________________________________________
 DP0079  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DP0079  DYNAMIC HT  -         637.282 (meters)    2090.82  (feet)  COMP
 DP0079  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 DP0079
 DP0079  VERT ORDER  -  SECOND    CLASS 0
 DP0079
 DP0079.The horizontal coordinates were scaled from a topographic map and have
 DP0079.an estimated accuracy of +/- 6 seconds.
 DP0079
 DP0079.The orthometric height was determined by differential leveling
 DP0079.and adjusted by the National Geodetic Survey in June 1991..
 DP0079
 DP0079.The geoid height was determined by GEOID03.
 DP0079
 DP0079.The dynamic height is computed by dividing the NAVD 88
 DP0079.geopotential number by the normal gravity value computed on the
 DP0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0079.degrees latitude (g = 980.6199 gals.).
 DP0079
 DP0079.The modeled gravity was interpolated from observed gravity values.
 DP0079
 DP0079;                    North         East    Units  Estimated Accuracy
 DP0079;SPC TXNC     - 2,184,660.      402,080.      MT  (+/- 180 meters Scaled)
 DP0079
 DP0079                          SUPERSEDED SURVEY CONTROL
 DP0079
 DP0079  NGVD 29 (??/??/92)  637.822  (m)         2092.59   (f) ADJ UNCH    2 0
 DP0079
 DP0079.Superseded values are not recommended for survey control.
 DP0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0079.See file dsdata.txt to determine how the superseded data were derived.
 DP0079
 DP0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB486872(NAD 83)
 DP0079_MARKER: DB = BENCH MARK DISK
 DP0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0079_STAMPING: G-433 1934
 DP0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0079+STABILITY: SURFACE MOTION
 DP0079
 DP0079  HISTORY     - Date     Condition        Report By
 DP0079  HISTORY     - 1934     MONUMENTED       CGS
 DP0079  HISTORY     - 1935     GOOD             NGS
 DP0079
 DP0079                          STATION DESCRIPTION
 DP0079
 DP0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0079'5.8 MI N FROM JAYTON.
 DP0079'5.8 MI. N. OF DEPOT ALONG F.W. AND D. RY. (4.1 MI. S. OF GIRARD) AT A
 DP0079'GRADE CROSSING, 4 POLES S. OF MILE POST NO. 177, 50 FT. N. OF THE
 DP0079'CENTER LINE OF A SECONDARY ROAD CROSSING TRACK, 36 FT. E. OF THE
 DP0079'CENTER LINE OF TRACK, 8 FT. W. OF THE FENCE LINE, AND 3 FT. S. OF A
 DP0079'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0180 ***********************************************************************
 DP0180  DESIGNATION -  G 434 RESET 1956
 DP0180  PID         -  DP0180
 DP0180  STATE/COUNTY-  TX/MOTLEY
 DP0180  USGS QUAD   -  AFTON (1981)
 DP0180
 DP0180                         *CURRENT SURVEY CONTROL
 DP0180  ___________________________________________________________________
 DP0180* NAD 83(1986)-  33 50 03.     (N)    100 50 51.     (W)     SCALED    
 DP0180* NAVD 88     -       797.65   (meters)    2617.0    (feet)  RESET     
 DP0180  ___________________________________________________________________
 DP0180  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DP0180
 DP0180  VERT ORDER  -  THIRD
 DP0180
 DP0180.The horizontal coordinates were scaled from a topographic map and have
 DP0180.an estimated accuracy of +/- 6 seconds.
 DP0180
 DP0180.The orthometric height was computed from unverified reset data.
 DP0180
 DP0180.The geoid height was determined by GEOID03.
 DP0180
 DP0180;                    North         East    Units  Estimated Accuracy
 DP0180;SPC TXNC     - 2,242,790.      382,730.      MT  (+/- 180 meters Scaled)
 DP0180
 DP0180                          SUPERSEDED SURVEY CONTROL
 DP0180
 DP0180.No superseded survey control is available for this station.
 DP0180
 DP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC290453(NAD 83)
 DP0180_MARKER: DB = BENCH MARK DISK
 DP0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0180_STAMPING: G 434 RESET 1956
 DP0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0180+STABILITY: SURFACE MOTION
 DP0180
 DP0180  HISTORY     - Date     Condition        Report By
 DP0180  HISTORY     - 1956     MONUMENTED       CGS
 DP0180
 DP0180                          STATION DESCRIPTION
 DP0180
 DP0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DP0180'4.7 MI S FROM ROARING SPRINGS.
 DP0180'ABOUT 4.7 MILES SOUTH ALONG U.S.HIGHWAY NO. 70 FROM ROARING SPRINGS,
 DP0180'ABOUT 5 FEET NORTH OF THE DICKENS-MOTLEY COUNTY LINE, ABOUT 40 FEET
 DP0180'WEST OF THE WEST RIGHT-OF-WAY LINE OF THE HIGHWAY, IN A BRUSHY PASTURE
 DP0180'AND ABOUT 0.1 MILE SOUTH OF A GATE IN THE RIGHT-OF-WAY FENCE. A DISK
 DP0180'STAMPED G 434 RESET 1956 IN A CONCRETE POST WHICH PROJECTS ABOUT 6
 DP0180'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0025 ***********************************************************************
 DP0025  DESIGNATION -  G 436
 DP0025  PID         -  DP0025
 DP0025  STATE/COUNTY-  TX/KING
 DP0025  USGS QUAD   -  GROW (1981)
 DP0025
 DP0025                         *CURRENT SURVEY CONTROL
 DP0025  ___________________________________________________________________
 DP0025* NAD 83(1986)-  33 45 05.     (N)    100 20 33.     (W)     SCALED    
 DP0025* NAVD 88     -       593.133  (meters)    1945.97   (feet)  ADJUSTED  
 DP0025  ___________________________________________________________________
 DP0025  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DP0025  DYNAMIC HT  -         592.433 (meters)    1943.67  (feet)  COMP
 DP0025  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 DP0025
 DP0025  VERT ORDER  -  SECOND    CLASS 0
 DP0025
 DP0025.The horizontal coordinates were scaled from a topographic map and have
 DP0025.an estimated accuracy of +/- 6 seconds.
 DP0025
 DP0025.The orthometric height was determined by differential leveling
 DP0025.and adjusted by the National Geodetic Survey in June 1991..
 DP0025
 DP0025.The geoid height was determined by GEOID03.
 DP0025
 DP0025.The dynamic height is computed by dividing the NAVD 88
 DP0025.geopotential number by the normal gravity value computed on the
 DP0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0025.degrees latitude (g = 980.6199 gals.).
 DP0025
 DP0025.The modeled gravity was interpolated from observed gravity values.
 DP0025
 DP0025;                    North         East    Units  Estimated Accuracy
 DP0025;SPC TXNC     - 2,232,680.      429,310.      MT  (+/- 180 meters Scaled)
 DP0025
 DP0025                          SUPERSEDED SURVEY CONTROL
 DP0025
 DP0025  NGVD 29 (??/??/92)  592.935  (m)         1945.32   (f) ADJ UNCH    2 0
 DP0025
 DP0025.Superseded values are not recommended for survey control.
 DP0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0025.See file dsdata.txt to determine how the superseded data were derived.
 DP0025
 DP0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC756354(NAD 83)
 DP0025_MARKER: DB = BENCH MARK DISK
 DP0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0025_STAMPING: G-436 1934
 DP0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0025+STABILITY: SURFACE MOTION
 DP0025
 DP0025  HISTORY     - Date     Condition        Report By
 DP0025  HISTORY     - 1934     MONUMENTED       CGS
 DP0025  HISTORY     - 1935     GOOD             NGS
 DP0025
 DP0025                          STATION DESCRIPTION
 DP0025
 DP0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0025'9.6 MI N FROM GUTHRIE.
 DP0025'9.6 MI. N. ALONG U.S. NO. 83 50 FT. W. OF THE CENTER LINE OF HWY., 3
 DP0025'FT. N. OF A TELEPHONE POLE, AND 1 FT. E. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0221 ***********************************************************************
 DP0221  DESIGNATION -  G 438
 DP0221  PID         -  DP0221
 DP0221  STATE/COUNTY-  TX/MOTLEY
 DP0221  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0221
 DP0221                         *CURRENT SURVEY CONTROL
 DP0221  ___________________________________________________________________
 DP0221* NAD 83(1986)-  33 54 06.     (N)    100 48 24.     (W)     SCALED    
 DP0221* NAVD 88     -       774.458  (meters)    2540.87   (feet)  ADJUSTED  
 DP0221  ___________________________________________________________________
 DP0221  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DP0221  DYNAMIC HT  -         773.512 (meters)    2537.76  (feet)  COMP
 DP0221  MODELED GRAV-     979,389.0   (mgal)                       NAVD 88
 DP0221
 DP0221  VERT ORDER  -  SECOND    CLASS 0
 DP0221
 DP0221.The horizontal coordinates were scaled from a topographic map and have
 DP0221.an estimated accuracy of +/- 6 seconds.
 DP0221
 DP0221.The orthometric height was determined by differential leveling
 DP0221.and adjusted by the National Geodetic Survey in June 1991..
 DP0221
 DP0221.The geoid height was determined by GEOID03.
 DP0221
 DP0221.The dynamic height is computed by dividing the NAVD 88
 DP0221.geopotential number by the normal gravity value computed on the
 DP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0221.degrees latitude (g = 980.6199 gals.).
 DP0221
 DP0221.The modeled gravity was interpolated from observed gravity values.
 DP0221
 DP0221;                    North         East    Units  Estimated Accuracy
 DP0221;SPC TXNC     - 2,250,190.      386,680.      MT  (+/- 180 meters Scaled)
 DP0221
 DP0221                          SUPERSEDED SURVEY CONTROL
 DP0221
 DP0221  NGVD 29 (??/??/92)  774.165  (m)         2539.91   (f) ADJ UNCH    2 0
 DP0221
 DP0221.Superseded values are not recommended for survey control.
 DP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0221.See file dsdata.txt to determine how the superseded data were derived.
 DP0221
 DP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC329527(NAD 83)
 DP0221_MARKER: DB = BENCH MARK DISK
 DP0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0221_STAMPING: G 438 1934
 DP0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0221+STABILITY: SURFACE MOTION
 DP0221
 DP0221  HISTORY     - Date     Condition        Report By
 DP0221  HISTORY     - 1934     MONUMENTED       CGS
 DP0221  HISTORY     - 1958     GOOD             NGS
 DP0221
 DP0221                          STATION DESCRIPTION
 DP0221
 DP0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0221'3.2 MI E FROM ROARING SPRINGS.
 DP0221'3.2 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM THE
 DP0221'STATION AT ROARING SPRINGS, MOTLEY COUNTY, AT MATADOR JUNCTION, 2 FEET
 DP0221'EAST OF MILEPOST 76+10, AT THE SOUTHWEST CORNER OF A WYE, ABOUT 50
 DP0221'YARDS EAST OF THE SOUTHWEST SWITCH, 30 FEET NORTH OF THE CENTER LINE
 DP0221'OF THE MAIN TRACK, AND 18 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DP0221'SPURTRACK.  A STANDARD DISK, STAMPED G 438 1934 AND SET IN THE TOP OF
 DP0221'A CONCRETE POST.  NOTE-- THIS MARK WAS RECOVERED 2 FEET EAST OF
 DP0221'MILEPOST 76+10.  THE RAILROAD HAS BEEN REMOVED FROM THIS VICINITY
 DP0221'NORTH TO MATADOR SO THERE IS NO JUNCTION OR SWITCHES NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0297 ***********************************************************************
 EN0297  DESIGNATION -  G 439
 EN0297  PID         -  EN0297
 EN0297  STATE/COUNTY-  TX/FLOYD
 EN0297  USGS QUAD   -  LOCKNEY (1965)
 EN0297
 EN0297                         *CURRENT SURVEY CONTROL
 EN0297  ___________________________________________________________________
 EN0297* NAD 83(1986)-  34 06 18.     (N)    101 25 06.     (W)     SCALED    
 EN0297* NAVD 88     -       993.002  (meters)    3257.87   (feet)  ADJUSTED  
 EN0297  ___________________________________________________________________
 EN0297  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EN0297  DYNAMIC HT  -         991.728 (meters)    3253.69  (feet)  COMP
 EN0297  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 EN0297
 EN0297  VERT ORDER  -  SECOND    CLASS 0
 EN0297
 EN0297.The horizontal coordinates were scaled from a topographic map and have
 EN0297.an estimated accuracy of +/- 6 seconds.
 EN0297
 EN0297.The orthometric height was determined by differential leveling
 EN0297.and adjusted by the National Geodetic Survey in June 1991..
 EN0297
 EN0297.The geoid height was determined by GEOID03.
 EN0297
 EN0297.The dynamic height is computed by dividing the NAVD 88
 EN0297.geopotential number by the normal gravity value computed on the
 EN0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0297.degrees latitude (g = 980.6199 gals.).
 EN0297
 EN0297.The modeled gravity was interpolated from observed gravity values.
 EN0297
 EN0297;                    North         East    Units  Estimated Accuracy
 EN0297;SPC TXNC     - 2,274,140.      330,750.      MT  (+/- 180 meters Scaled)
 EN0297
 EN0297                          SUPERSEDED SURVEY CONTROL
 EN0297
 EN0297  NGVD 29 (??/??/92)  992.626  (m)         3256.64   (f) ADJ UNCH    2 0
 EN0297
 EN0297.Superseded values are not recommended for survey control.
 EN0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0297.See file dsdata.txt to determine how the superseded data were derived.
 EN0297
 EN0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC769764(NAD 83)
 EN0297_MARKER: DB = BENCH MARK DISK
 EN0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0297_STAMPING: G 139 1934
 EN0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0297+STABILITY: SURFACE MOTION
 EN0297
 EN0297  HISTORY     - Date     Condition        Report By
 EN0297  HISTORY     - 1934     MONUMENTED       CGS
 EN0297  HISTORY     - 1958     GOOD             NGS
 EN0297  HISTORY     - 1984     GOOD             DMA
 EN0297
 EN0297                          STATION DESCRIPTION
 EN0297
 EN0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0297'1.6 MI E FROM LOCKNEY.
 EN0297'ABOUT 1.6 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EN0297'LOCKNEY, FLOYD COUNTY, 3 FEET WEST OF MILEPOST 17, 48 FEET NORTH OF
 EN0297'THE CENTER LINE OF THE TRACK, 31 FEET SOUTH OF THE CENTER LINE OF OLD
 EN0297'U.S. HIGHWAY 70, AND 2 FEET SOUTH OF THE FENCE.  A STANDARD DISK,
 EN0297'STAMPED G 439 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EN0297
 EN0297                          STATION RECOVERY (1958)
 EN0297
 EN0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0297'RECOVERED IN GOOD CONDITION.
 EN0297
 EN0297                          STATION RECOVERY (1984)
 EN0297
 EN0297'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 EN0297'NEW MEASUREMENTS AS FOLLOWS: 0.77 MILE NORTHWEST OF TELEPHONE POLE,
 EN0297'14.0 METERS NORTHEAST OF CENTERLINE OF RAILROAD TRACK, 24.46 METERS
 EN0297'NORTH OF MILEPOST 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0165 ***********************************************************************
 DQ0165  DESIGNATION -  G 442
 DQ0165  PID         -  DQ0165
 DQ0165  STATE/COUNTY-  TX/TERRY
 DQ0165  USGS QUAD   -  TOKIO (1970)
 DQ0165
 DQ0165                         *CURRENT SURVEY CONTROL
 DQ0165  ___________________________________________________________________
 DQ0165* NAD 83(1986)-  33 11 00.     (N)    102 33 26.     (W)     SCALED    
 DQ0165* NAVD 88     -      1060.863  (meters)    3480.51   (feet)  POSTED    
 DQ0165  ___________________________________________________________________
 DQ0165  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 DQ0165  DYNAMIC HT  -        1059.450 (meters)    3475.88  (feet)  COMP
 DQ0165  MODELED GRAV-     979,268.5   (mgal)                       NAVD 88
 DQ0165
 DQ0165  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DQ0165
 DQ0165.The horizontal coordinates were scaled from a topographic map and have
 DQ0165.an estimated accuracy of +/- 6 seconds.
 DQ0165
 DQ0165.The orthometric height was determined by differential leveling
 DQ0165.and adjusted by the National Geodetic Survey in 1992..
 DQ0165.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DQ0165.rate of 1.1 thru 2.0 mm/km.
 DQ0165
 DQ0165.The geoid height was determined by GEOID03.
 DQ0165
 DQ0165.The dynamic height is computed by dividing the NAVD 88
 DQ0165.geopotential number by the normal gravity value computed on the
 DQ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0165.degrees latitude (g = 980.6199 gals.).
 DQ0165
 DQ0165.The modeled gravity was interpolated from observed gravity values.
 DQ0165
 DQ0165;                    North         East    Units  Estimated Accuracy
 DQ0165;SPC TXNC     - 2,175,490.      221,770.      MT  (+/- 180 meters Scaled)
 DQ0165
 DQ0165                          SUPERSEDED SURVEY CONTROL
 DQ0165
 DQ0165  NGVD 29 (??/??/92) 1060.472  (m)         3479.23   (f) ADJ UNCH    2 0
 DQ0165
 DQ0165.Superseded values are not recommended for survey control.
 DQ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0165.See file dsdata.txt to determine how the superseded data were derived.
 DQ0165
 DQ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS277742(NAD 83)
 DQ0165_MARKER: DB = BENCH MARK DISK
 DQ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0165_STAMPING: G-442 1934
 DQ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0165+STABILITY: SURFACE MOTION
 DQ0165
 DQ0165  HISTORY     - Date     Condition        Report By
 DQ0165  HISTORY     - 1934     MONUMENTED       CGS
 DQ0165
 DQ0165                          STATION DESCRIPTION
 DQ0165
 DQ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0165'15.7 MI E FROM PLAINS.
 DQ0165'15.7 MI. E. ALONG U.S. NO. 380 (15.7 MI. W. OF BROWNFIELD) 40 FT. N.
 DQ0165'OF THE CENTER LINE OF HWY., 2 FT. S. OF FENCE AND TELEPHONE LINE, AND
 DQ0165'3 FT. E. OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0218 ***********************************************************************
 CV0218  DESIGNATION -  G 443
 CV0218  PID         -  CV0218
 CV0218  STATE/COUNTY-  TX/GAINES
 CV0218  USGS QUAD   -  SEMINOLE NE (1970)
 CV0218
 CV0218                         *CURRENT SURVEY CONTROL
 CV0218  ___________________________________________________________________
 CV0218* NAD 83(1986)-  32 42 39.     (N)    102 34 55.     (W)     SCALED    
 CV0218* NAVD 88     -       987.041  (meters)    3238.32   (feet)  ADJUSTED  
 CV0218  ___________________________________________________________________
 CV0218  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CV0218  DYNAMIC HT  -         985.712 (meters)    3233.96  (feet)  COMP
 CV0218  MODELED GRAV-     979,257.4   (mgal)                       NAVD 88
 CV0218
 CV0218  VERT ORDER  -  SECOND    CLASS 0
 CV0218
 CV0218.The horizontal coordinates were scaled from a topographic map and have
 CV0218.an estimated accuracy of +/- 6 seconds.
 CV0218
 CV0218.The orthometric height was determined by differential leveling
 CV0218.and adjusted by the National Geodetic Survey in June 1991..
 CV0218
 CV0218.The geoid height was determined by GEOID03.
 CV0218
 CV0218.The dynamic height is computed by dividing the NAVD 88
 CV0218.geopotential number by the normal gravity value computed on the
 CV0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0218.degrees latitude (g = 980.6199 gals.).
 CV0218
 CV0218.The modeled gravity was interpolated from observed gravity values.
 CV0218
 CV0218;                    North         East    Units  Estimated Accuracy
 CV0218;SPC TXNC     - 2,123,220.      217,430.      MT  (+/- 180 meters Scaled)
 CV0218
 CV0218                          SUPERSEDED SURVEY CONTROL
 CV0218
 CV0218  NGVD 29 (??/??/92)  986.741  (m)         3237.33   (f) ADJ UNCH    2 0
 CV0218
 CV0218.Superseded values are not recommended for survey control.
 CV0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0218.See file dsdata.txt to determine how the superseded data were derived.
 CV0218
 CV0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS266218(NAD 83)
 CV0218_MARKER: DB = BENCH MARK DISK
 CV0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0218_STAMPING: G 443 1934
 CV0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0218+STABILITY: SURFACE MOTION
 CV0218
 CV0218  HISTORY     - Date     Condition        Report By
 CV0218  HISTORY     - 1934     MONUMENTED       CGS
 CV0218  HISTORY     - 1950     GOOD             NGS
 CV0218
 CV0218                          STATION DESCRIPTION
 CV0218
 CV0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CV0218'3.8 MI E FROM SEMINOLE.
 CV0218'3.8 MILES EAST ALONG STATE HIGHWAY 15 FROM SEMINOLE, GAINES COUNTY,
 CV0218'335 FEET WEST OF A SMALL CONCRETE-BOX CULVERT, 128 FEET SOUTH OF THE
 CV0218'CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A FENCE.  A STANDARD
 CV0218'DISK, STAMPED G 443 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0655 ***********************************************************************
 CU0655  DESIGNATION -  G 444
 CU0655  PID         -  CU0655
 CU0655  STATE/COUNTY-  TX/HOWARD
 CU0655  USGS QUAD   -  KNOTT (1966)
 CU0655
 CU0655                         *CURRENT SURVEY CONTROL
 CU0655  ___________________________________________________________________
 CU0655* NAD 83(1986)-  32 28 09.     (N)    101 38 22.     (W)     SCALED    
 CU0655* NAVD 88     -       835.435  (meters)    2740.92   (feet)  ADJUSTED  
 CU0655  ___________________________________________________________________
 CU0655  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 CU0655  DYNAMIC HT  -         834.298 (meters)    2737.19  (feet)  COMP
 CU0655  MODELED GRAV-     979,250.0   (mgal)                       NAVD 88
 CU0655
 CU0655  VERT ORDER  -  SECOND    CLASS 0
 CU0655
 CU0655.The horizontal coordinates were scaled from a topographic map and have
 CU0655.an estimated accuracy of +/- 6 seconds.
 CU0655
 CU0655.The orthometric height was determined by differential leveling
 CU0655.and adjusted by the National Geodetic Survey in June 1991..
 CU0655
 CU0655.The geoid height was determined by GEOID03.
 CU0655
 CU0655.The dynamic height is computed by dividing the NAVD 88
 CU0655.geopotential number by the normal gravity value computed on the
 CU0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0655.degrees latitude (g = 980.6199 gals.).
 CU0655
 CU0655.The modeled gravity was interpolated from observed gravity values.
 CU0655
 CU0655;                    North         East    Units  Estimated Accuracy
 CU0655;SPC TXNC     - 2,093,400.      304,930.      MT  (+/- 180 meters Scaled)
 CU0655
 CU0655                          SUPERSEDED SURVEY CONTROL
 CU0655
 CU0655  NGVD 29 (??/??/92)  835.137  (m)         2739.95   (f) ADJ UNCH    2 0
 CU0655
 CU0655.Superseded values are not recommended for survey control.
 CU0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0655.See file dsdata.txt to determine how the superseded data were derived.
 CU0655
 CU0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA519955(NAD 83)
 CU0655_MARKER: DB = BENCH MARK DISK
 CU0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0655_STAMPING: G 444 1934
 CU0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0655+STABILITY: SURFACE MOTION
 CU0655
 CU0655  HISTORY     - Date     Condition        Report By
 CU0655  HISTORY     - 1934     MONUMENTED       CGS
 CU0655  HISTORY     - 1961     GOOD             NGS
 CU0655  HISTORY     - 1978     GOOD             DOD
 CU0655
 CU0655                          STATION DESCRIPTION
 CU0655
 CU0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0655'18.1 MI NW FROM BIG SPRINGS.
 CU0655'18.1 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE TEXAS AND PACIFIC
 CU0655'RAILWAY STATION AT BIG SPRING, 0.2 MILE NORTH OF A CORNER IN AN EAST
 CU0655'FENCE, 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT EAST
 CU0655'OF THE RIGHT-OF-WAY FENCE.  NOTE-- IT IS IN THE WEST RIGHT-OF-WAY LINE
 CU0655'OF THE NEW EXPRESSWAY AND IS AT HIGHWAY SURVEY STATION 749+10.
 CU0655
 CU0655                          STATION RECOVERY (1978)
 CU0655
 CU0655'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 CU0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0326 ***********************************************************************
 DP0326  DESIGNATION -  G 445
 DP0326  PID         -  DP0326
 DP0326  STATE/COUNTY-  TX/GARZA
 DP0326  USGS QUAD   -  GRASSLAND (1970)
 DP0326
 DP0326                         *CURRENT SURVEY CONTROL
 DP0326  ___________________________________________________________________
 DP0326* NAD 83(1986)-  33 10 52.     (N)    101 34 09.     (W)     SCALED    
 DP0326* NAVD 88     -       895.097  (meters)    2936.66   (feet)  ADJUSTED  
 DP0326  ___________________________________________________________________
 DP0326  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 DP0326  DYNAMIC HT  -         893.923 (meters)    2932.81  (feet)  COMP
 DP0326  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 DP0326
 DP0326  VERT ORDER  -  SECOND    CLASS 0
 DP0326
 DP0326.The horizontal coordinates were scaled from a topographic map and have
 DP0326.an estimated accuracy of +/- 6 seconds.
 DP0326
 DP0326.The orthometric height was determined by differential leveling
 DP0326.and adjusted by the National Geodetic Survey in June 1991..
 DP0326
 DP0326.The geoid height was determined by GEOID03.
 DP0326
 DP0326.The dynamic height is computed by dividing the NAVD 88
 DP0326.geopotential number by the normal gravity value computed on the
 DP0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0326.degrees latitude (g = 980.6199 gals.).
 DP0326
 DP0326.The modeled gravity was interpolated from observed gravity values.
 DP0326
 DP0326;                    North         East    Units  Estimated Accuracy
 DP0326;SPC TXNC     - 2,172,120.      313,840.      MT  (+/- 180 meters Scaled)
 DP0326
 DP0326                          SUPERSEDED SURVEY CONTROL
 DP0326
 DP0326  NGVD 29 (??/??/92)  894.66   (m)         2935.2    (f) COMPUTED    2 0
 DP0326
 DP0326.Superseded values are not recommended for survey control.
 DP0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0326.See file dsdata.txt to determine how the superseded data were derived.
 DP0326
 DP0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB604743(NAD 83)
 DP0326_MARKER: DB = BENCH MARK DISK
 DP0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0326_STAMPING: G-445 1934
 DP0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0326+STABILITY: SURFACE MOTION
 DP0326
 DP0326  HISTORY     - Date     Condition        Report By
 DP0326  HISTORY     - 1934     MONUMENTED       CGS
 DP0326  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 DP0326
 DP0326                          STATION DESCRIPTION
 DP0326
 DP0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0326'11.1 MI W FROM POST.
 DP0326'11.1 MI. W. OF COURTHOUSE ALONG U.S. NO. 380 AND STATE NO. 84 210 FT.
 DP0326'E. OF A FENCE CORNER AND FARMHOUSE ON THE S. SIDE OF THE HWY., AND 1
 DP0326'FT. N. OF FENCE.
 DP0326
 DP0326                          STATION RECOVERY (1949)
 DP0326
 DP0326'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 DP0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0669 ***********************************************************************
 CU0669  DESIGNATION -  G 446
 CU0669  PID         -  CU0669
 CU0669  STATE/COUNTY-  TX/DAWSON
 CU0669  USGS QUAD   -  KEY (1970)
 CU0669
 CU0669                         *CURRENT SURVEY CONTROL
 CU0669  ___________________________________________________________________
 CU0669* NAD 83(1986)-  32 44 14.     (N)    101 45 24.     (W)     SCALED    
 CU0669* NAVD 88     -       889.282  (meters)    2917.59   (feet)  ADJUSTED  
 CU0669  ___________________________________________________________________
 CU0669  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CU0669  DYNAMIC HT  -         888.110 (meters)    2913.74  (feet)  COMP
 CU0669  MODELED GRAV-     979,290.2   (mgal)                       NAVD 88
 CU0669
 CU0669  VERT ORDER  -  SECOND    CLASS 0
 CU0669
 CU0669.The horizontal coordinates were scaled from a topographic map and have
 CU0669.an estimated accuracy of +/- 6 seconds.
 CU0669
 CU0669.The orthometric height was determined by differential leveling
 CU0669.and adjusted by the National Geodetic Survey in June 1991..
 CU0669
 CU0669.The geoid height was determined by GEOID03.
 CU0669
 CU0669.The dynamic height is computed by dividing the NAVD 88
 CU0669.geopotential number by the normal gravity value computed on the
 CU0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0669.degrees latitude (g = 980.6199 gals.).
 CU0669
 CU0669.The modeled gravity was interpolated from observed gravity values.
 CU0669
 CU0669;                    North         East    Units  Estimated Accuracy
 CU0669;SPC TXNC     - 2,123,440.      294,840.      MT  (+/- 180 meters Scaled)
 CU0669
 CU0669                          SUPERSEDED SURVEY CONTROL
 CU0669
 CU0669  NGVD 29 (??/??/92)  888.967  (m)         2916.55   (f) ADJ UNCH    2 0
 CU0669
 CU0669.Superseded values are not recommended for survey control.
 CU0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0669.See file dsdata.txt to determine how the superseded data were derived.
 CU0669
 CU0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB416255(NAD 83)
 CU0669_MARKER: DB = BENCH MARK DISK
 CU0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0669_STAMPING: G 446 1934
 CU0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0669+STABILITY: SURFACE MOTION
 CU0669
 CU0669  HISTORY     - Date     Condition        Report By
 CU0669  HISTORY     - 1934     MONUMENTED       CGS
 CU0669  HISTORY     - 1968     MARK NOT FOUND   USGS
 CU0669
 CU0669                          STATION DESCRIPTION
 CU0669
 CU0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0669'13.1 MI E FROM LAMESA.
 CU0669'13.1 MILES EAST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE AT LAMESA,
 CU0669'DAWSON COUNTY, 0.1 MILE EAST OF A CONCRETE BOX-CULVERT, 275 FEET
 CU0669'SOUTHEAST OF A FARMHOUSE AND A WINDMILL 234 FEET EAST OF A FENCE
 CU0669'CORNER, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 CU0669'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 446 1934
 CU0669'AND SET IN THE TOP OF A CONCRETE POST.
 CU0669
 CU0669                          STATION RECOVERY (1968)
 CU0669
 CU0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CU0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0508 ***********************************************************************
 CU0508  DESIGNATION -  G 447
 CU0508  PID         -  CU0508
 CU0508  STATE/COUNTY-  TX/SCURRY
 CU0508  USGS QUAD   -  IRA NE (1979)
 CU0508
 CU0508                         *CURRENT SURVEY CONTROL
 CU0508  ___________________________________________________________________
 CU0508* NAD 83(1986)-  32 43 45.     (N)    101 02 30.     (W)     SCALED    
 CU0508* NAVD 88     -       755.183  (meters)    2477.63   (feet)  POSTED    
 CU0508  ___________________________________________________________________
 CU0508  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CU0508  DYNAMIC HT  -         754.190 (meters)    2474.37  (feet)  COMP
 CU0508  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 CU0508
 CU0508  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CU0508
 CU0508.The horizontal coordinates were scaled from a topographic map and have
 CU0508.an estimated accuracy of +/- 6 seconds.
 CU0508
 CU0508.The orthometric height was determined by differential leveling
 CU0508.and adjusted by the National Geodetic Survey in 1992..
 CU0508.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CU0508.rate of 2.1 thru 3.0 mm/km.
 CU0508
 CU0508.The geoid height was determined by GEOID03.
 CU0508
 CU0508.The dynamic height is computed by dividing the NAVD 88
 CU0508.geopotential number by the normal gravity value computed on the
 CU0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0508.degrees latitude (g = 980.6199 gals.).
 CU0508
 CU0508.The modeled gravity was interpolated from observed gravity values.
 CU0508
 CU0508;                    North         East    Units  Estimated Accuracy
 CU0508;SPC TXNC     - 2,120,700.      361,800.      MT  (+/- 180 meters Scaled)
 CU0508
 CU0508                          SUPERSEDED SURVEY CONTROL
 CU0508
 CU0508  NGVD 29 (??/??/92)  754.874  (m)         2476.62   (f) ADJ UNCH    2 0
 CU0508
 CU0508.Superseded values are not recommended for survey control.
 CU0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0508.See file dsdata.txt to determine how the superseded data were derived.
 CU0508
 CU0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB086231(NAD 83)
 CU0508_MARKER: DB = BENCH MARK DISK
 CU0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0508_STAMPING: G 447 1934
 CU0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0508+STABILITY: SURFACE MOTION
 CU0508
 CU0508  HISTORY     - Date     Condition        Report By
 CU0508  HISTORY     - 1934     MONUMENTED       CGS
 CU0508  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0508
 CU0508                          STATION DESCRIPTION
 CU0508
 CU0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0508'7.5 MI W FROM SNYDER.
 CU0508'7.5 MILES WEST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE AT SNYDER,
 CU0508'SCURRY COUNTY, 0.3 MILE SOUTH OF A SHARP CURVE.  0.1 MILE SOUTH OF A
 CU0508'T-ANGLE IN THE FENCE, AT A RISE, 30 FEET WEST OF THE CENTERLINE OF THE
 CU0508'HIGHWAY, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED G 447
 CU0508'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DESCRIBED
 CU0508'LOCATION OF THE MARK IS IN A PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0264 ***********************************************************************
 BN0264  DESIGNATION -  G 448
 BN0264  PID         -  BN0264
 BN0264  STATE/COUNTY-  TX/MASON
 BN0264  USGS QUAD   -  GRIT (1970)
 BN0264
 BN0264                         *CURRENT SURVEY CONTROL
 BN0264  ___________________________________________________________________
 BN0264* NAD 83(1986)-  30 45 53.     (N)    099 18 50.     (W)     SCALED    
 BN0264* NAVD 88     -       512.109  (meters)    1680.14   (feet)  ADJUSTED  
 BN0264  ___________________________________________________________________
 BN0264  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 BN0264  DYNAMIC HT  -         511.404 (meters)    1677.83  (feet)  COMP
 BN0264  MODELED GRAV-     979,249.1   (mgal)                       NAVD 88
 BN0264
 BN0264  VERT ORDER  -  SECOND    CLASS 0
 BN0264
 BN0264.The horizontal coordinates were scaled from a topographic map and have
 BN0264.an estimated accuracy of +/- 6 seconds.
 BN0264
 BN0264.The orthometric height was determined by differential leveling
 BN0264.and adjusted by the National Geodetic Survey in June 1991..
 BN0264
 BN0264.The geoid height was determined by GEOID03.
 BN0264
 BN0264.The dynamic height is computed by dividing the NAVD 88
 BN0264.geopotential number by the normal gravity value computed on the
 BN0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0264.degrees latitude (g = 980.6199 gals.).
 BN0264
 BN0264.The modeled gravity was interpolated from observed gravity values.
 BN0264
 BN0264;                    North         East    Units  Estimated Accuracy
 BN0264;SPC TX C     - 3,122,170.      797,590.      MT  (+/- 180 meters Scaled)
 BN0264
 BN0264                          SUPERSEDED SURVEY CONTROL
 BN0264
 BN0264  NGVD 29 (??/??/92)  512.045  (m)         1679.93   (f) ADJ UNCH    2 0
 BN0264
 BN0264.Superseded values are not recommended for survey control.
 BN0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0264.See file dsdata.txt to determine how the superseded data were derived.
 BN0264
 BN0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV699035(NAD 83)
 BN0264_MARKER: DB = BENCH MARK DISK
 BN0264_SETTING: 66 = SET IN ROCK OUTCROP
 BN0264_SP_SET: ROCK OUTCROP
 BN0264_STAMPING: G 448 1935
 BN0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0264+STABILITY: POSITION/ELEVATION WELL
 BN0264
 BN0264  HISTORY     - Date     Condition        Report By
 BN0264  HISTORY     - 1935     MONUMENTED       CGS
 BN0264  HISTORY     - 1953     GOOD             NGS
 BN0264  HISTORY     - 19960725 GOOD             USPSQD
 BN0264
 BN0264                          STATION DESCRIPTION
 BN0264
 BN0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0264'5.55 MI SW FROM MASON.
 BN0264'1.35 MILES NORTHWEST ALONG U.S. HIGHWAY 87 AND STATE HIGHWAY 29 FROM
 BN0264'THE COURTHOUSE AT MASON, THENCE 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY
 BN0264'377 AND STATE HIGHWAY 29, THENCE 2.0 MILES SOUTHWEST ALONG A GRADED
 BN0264'DIRT ROAD, 142 FEET NORTH OF THE CENTER LINE OF THE ROAD, 104 FEET
 BN0264'NORTH OF A 24 INCH OAK TREE, 154 FEET SOUTHWEST OF THE SOUTHWEST
 BN0264'CORNER OF A FARMHOUSE, 106 FEET NORTH OF A FENCE, 36.5 FEET EAST OF A
 BN0264'12 INCH OAK TREE, 2.0 FEET ABOVE THE GROUND, SET IN THE TOP OF A FLAT
 BN0264'SANDSTONE OUTCROP.
 BN0264
 BN0264                          STATION RECOVERY (1996)
 BN0264
 BN0264'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0336 ***********************************************************************
 BN0336  DESIGNATION -  G 449
 BN0336  PID         -  BN0336
 BN0336  STATE/COUNTY-  TX/KIMBLE
 BN0336  USGS QUAD   -  SEGOVIA (1974)
 BN0336
 BN0336                         *CURRENT SURVEY CONTROL
 BN0336  ___________________________________________________________________
 BN0336* NAD 83(1986)-  30 24 32.     (N)    099 39 49.     (W)     SCALED    
 BN0336* NAVD 88     -       541.592  (meters)    1776.87   (feet)  ADJUSTED  
 BN0336  ___________________________________________________________________
 BN0336  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0336  DYNAMIC HT  -         540.820 (meters)    1774.34  (feet)  COMP
 BN0336  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 BN0336
 BN0336  VERT ORDER  -  SECOND    CLASS 0
 BN0336
 BN0336.The horizontal coordinates were scaled from a topographic map and have
 BN0336.an estimated accuracy of +/- 6 seconds.
 BN0336
 BN0336.The orthometric height was determined by differential leveling
 BN0336.and adjusted by the National Geodetic Survey in June 1991..
 BN0336
 BN0336.The geoid height was determined by GEOID03.
 BN0336
 BN0336.The dynamic height is computed by dividing the NAVD 88
 BN0336.geopotential number by the normal gravity value computed on the
 BN0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0336.degrees latitude (g = 980.6199 gals.).
 BN0336
 BN0336.The modeled gravity was interpolated from observed gravity values.
 BN0336
 BN0336;                    North         East    Units  Estimated Accuracy
 BN0336;SPC TX C     - 3,082,470.      764,350.      MT  (+/- 180 meters Scaled)
 BN0336
 BN0336                          SUPERSEDED SURVEY CONTROL
 BN0336
 BN0336  NGVD 29 (??/??/92)  541.549  (m)         1776.73   (f) ADJ UNCH    2 0
 BN0336
 BN0336.Superseded values are not recommended for survey control.
 BN0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0336.See file dsdata.txt to determine how the superseded data were derived.
 BN0336
 BN0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU362642(NAD 83)
 BN0336_MARKER: DB = BENCH MARK DISK
 BN0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0336_STAMPING: G 449 1935
 BN0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0336+STABILITY: SURFACE MOTION
 BN0336
 BN0336  HISTORY     - Date     Condition        Report By
 BN0336  HISTORY     - 1935     MONUMENTED       CGS
 BN0336  HISTORY     - 1963     GOOD             USGS
 BN0336  HISTORY     - 1974     MARK NOT FOUND   USGS
 BN0336  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 BN0336
 BN0336                          STATION DESCRIPTION
 BN0336
 BN0336'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BN0336'1.0 MI SE FROM SEGOVIA.
 BN0336'SEGOVIA, 0.1 MI. NW OF POST OFFICE AND STORE AT SEGOVIA (PRESENT
 BN0336'LOCATION) ALONG US HWY 290 (PRESENT LOCATION) TO JUNCTION OF RANCH
 BN0336'ROAD 2169.  THENCE 0.9 MILES SE ALONG COUNTY ROAD (VIA OLD LOCATION OF
 BN0336'SEGOVIA) TO POWER LINE PARALLELING ROAD.  52 FT. SE OF POWER LINE
 BN0336'POLE.  36 FT. EAST OF COUNTY ROAD.  A STANDARD DISK, STAMPED G 449
 BN0336'1935 AND SET IN TOP OF A CONCRETE POST.
 BN0336
 BN0336                          STATION RECOVERY (1974)
 BN0336
 BN0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BN0336'MARK NOT FOUND.
 BN0336
 BN0336                          STATION RECOVERY (1999)
 BN0336
 BN0336'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1610 ***********************************************************************
 AN1610  DESIGNATION -  G 45
 AN1610  PID         -  AN1610
 AN1610  STATE/COUNTY-  TX/BEE
 AN1610  USGS QUAD   -  TULETA (1987)
 AN1610
 AN1610                         *CURRENT SURVEY CONTROL
 AN1610  ___________________________________________________________________
 AN1610* NAD 83(1986)-  28 37 15.     (N)    097 48 10.     (W)     SCALED    
 AN1610* NAVD 88     -        91.250  (meters)     299.38   (feet)  ADJUSTED  
 AN1610  ___________________________________________________________________
 AN1610  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN1610  DYNAMIC HT  -          91.115 (meters)     298.93  (feet)  COMP
 AN1610  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 AN1610
 AN1610  VERT ORDER  -  FIRST     CLASS II
 AN1610
 AN1610.The horizontal coordinates were scaled from a topographic map and have
 AN1610.an estimated accuracy of +/- 6 seconds.
 AN1610
 AN1610.The orthometric height was determined by differential leveling
 AN1610.and adjusted by the National Geodetic Survey in June 1991..
 AN1610
 AN1610.The geoid height was determined by GEOID03.
 AN1610
 AN1610.The dynamic height is computed by dividing the NAVD 88
 AN1610.geopotential number by the normal gravity value computed on the
 AN1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1610.degrees latitude (g = 980.6199 gals.).
 AN1610
 AN1610.The modeled gravity was interpolated from observed gravity values.
 AN1610
 AN1610;                    North         East    Units  Estimated Accuracy
 AN1610;SPC TXSC     - 4,087,880.      717,070.      MT  (+/- 180 meters Scaled)
 AN1610
 AN1610                          SUPERSEDED SURVEY CONTROL
 AN1610
 AN1610  NGVD 29 (??/??/92)   91.249  (m)          299.37   (f) ADJ UNCH    1 2
 AN1610
 AN1610.Superseded values are not recommended for survey control.
 AN1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1610.See file dsdata.txt to determine how the superseded data were derived.
 AN1610
 AN1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS170665(NAD 83)
 AN1610_MARKER: DB = BENCH MARK DISK
 AN1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1610_STAMPING: ELEV 299.553 FT G 45 1917
 AN1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1610+STABILITY: SURFACE MOTION
 AN1610
 AN1610  HISTORY     - Date     Condition        Report By
 AN1610  HISTORY     - 1917     MONUMENTED       CGS
 AN1610  HISTORY     - 1943     GOOD             NGS
 AN1610  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1610
 AN1610                          STATION DESCRIPTION
 AN1610
 AN1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AN1610'IN PETTUS.
 AN1610'AT PETTUS, BEE COUNTY, 0.2 MILE NORTH ALONG THE SOUTHERN PACIFIC LINES
 AN1610'FROM THE STATION, 66 YARDS SOUTH OF A GRAVEL-ROAD CROSSING, 250 FEET
 AN1610'NORTH OF THE NORTH END OF TRESTLE 76.83, 62 FEET WEST OF THE
 AN1610'CENTERLINE OF THE TRACK, 2.6 FEET NORTH OF A WHITE WOODEN WITNESS
 AN1610'POST, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, SET IN THE
 AN1610'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AN1610
 AN1610                          STATION RECOVERY (1943)
 AN1610
 AN1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AN1610'RECOVERED IN GOOD CONDITION.
 AN1610
 AN1610                          STATION RECOVERY (1981)
 AN1610
 AN1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1610'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1116 ***********************************************************************
 AY1116  DESIGNATION -  G 450
 AY1116  PID         -  AY1116
 AY1116  STATE/COUNTY-  TX/KERR
 AY1116  USGS QUAD   -  FALL CREEK (1982)
 AY1116
 AY1116                         *CURRENT SURVEY CONTROL
 AY1116  ___________________________________________________________________
 AY1116* NAD 83(1986)-  29 56 43.     (N)    099 13 28.     (W)     SCALED    
 AY1116* NAVD 88     -       540.327  (meters)    1772.72   (feet)  ADJUSTED  
 AY1116  ___________________________________________________________________
 AY1116  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AY1116  DYNAMIC HT  -         539.552 (meters)    1770.18  (feet)  COMP
 AY1116  MODELED GRAV-     979,190.8   (mgal)                       NAVD 88
 AY1116
 AY1116  VERT ORDER  -  SECOND    CLASS 0
 AY1116
 AY1116.The horizontal coordinates were scaled from a topographic map and have
 AY1116.an estimated accuracy of +/- 6 seconds.
 AY1116
 AY1116.The orthometric height was determined by differential leveling
 AY1116.and adjusted by the National Geodetic Survey in June 1991..
 AY1116
 AY1116.The geoid height was determined by GEOID03.
 AY1116
 AY1116.The dynamic height is computed by dividing the NAVD 88
 AY1116.geopotential number by the normal gravity value computed on the
 AY1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1116.degrees latitude (g = 980.6199 gals.).
 AY1116
 AY1116.The modeled gravity was interpolated from observed gravity values.
 AY1116
 AY1116;                    North         East    Units  Estimated Accuracy
 AY1116;SPC TXSC     - 4,234,080.      578,330.      MT  (+/- 180 meters Scaled)
 AY1116
 AY1116                          SUPERSEDED SURVEY CONTROL
 AY1116
 AY1116  NGVD 29 (??/??/92)  540.240  (m)         1772.44   (f) ADJ UNCH    2 0
 AY1116
 AY1116.Superseded values are not recommended for survey control.
 AY1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1116.See file dsdata.txt to determine how the superseded data were derived.
 AY1116
 AY1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU783127(NAD 83)
 AY1116_MARKER: DB = BENCH MARK DISK
 AY1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1116_STAMPING: G 450 1935
 AY1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1116+STABILITY: SURFACE MOTION
 AY1116
 AY1116  HISTORY     - Date     Condition        Report By
 AY1116  HISTORY     - 1935     MONUMENTED       CGS
 AY1116  HISTORY     - 1953     GOOD             NGS
 AY1116  HISTORY     - 1990     POOR             USPSQD
 AY1116  HISTORY     - 20050521 GOOD             USPSQD
 AY1116
 AY1116                          STATION DESCRIPTION
 AY1116
 AY1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1116'10.3 MI SW FROM KERRVILLE.
 AY1116'10.3 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1116'KERRVILLE, 137 FEET NORTHEAST OF THE NORTHWEST CORNER OF A FARMHOUSE,
 AY1116'120 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 AY1116'SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 9 FEET EAST OF A
 AY1116'20 INCH OAK TREE, 1.2 FEET NORTHEAST OF A FENCE, 1.5 FEET WEST OF A
 AY1116'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 AY1116'FOOT ABOVE THE GROUND.
 AY1116
 AY1116                          STATION RECOVERY (1990)
 AY1116
 AY1116'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1116'MARK RECOVERED IN POOR CONDITION.
 AY1116
 AY1116                          STATION RECOVERY (2005)
 AY1116
 AY1116'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1116'NO WITNESS POST.  USING GARMIN GPS III PLUS, N 29 56' 37.9,
 AY1116'W 099 13' 32.7, EPE 22', DOP 1.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0403 ***********************************************************************
 CC0403  DESIGNATION -  G 452
 CC0403  PID         -  CC0403
 CC0403  STATE/COUNTY-  TX/REEVES
 CC0403  USGS QUAD   -  SOTOL HILL (1970)
 CC0403
 CC0403                         *CURRENT SURVEY CONTROL
 CC0403  ___________________________________________________________________
 CC0403* NAD 83(1986)-  31 03 46.     (N)    103 59 48.     (W)     SCALED    
 CC0403* NAVD 88     -      1162.263  (meters)    3813.19   (feet)  POSTED    
 CC0403  ___________________________________________________________________
 CC0403  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 CC0403  DYNAMIC HT  -        1160.480 (meters)    3807.34  (feet)  COMP
 CC0403  MODELED GRAV-     979,064.2   (mgal)                       NAVD 88
 CC0403
 CC0403  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0403
 CC0403.The horizontal coordinates were scaled from a topographic map and have
 CC0403.an estimated accuracy of +/- 6 seconds.
 CC0403
 CC0403.The orthometric height was determined by differential leveling
 CC0403.and adjusted by the National Geodetic Survey in 1992..
 CC0403.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0403.rate of 1.1 thru 2.0 mm/km.
 CC0403
 CC0403.The geoid height was determined by GEOID03.
 CC0403
 CC0403.The dynamic height is computed by dividing the NAVD 88
 CC0403.geopotential number by the normal gravity value computed on the
 CC0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0403.degrees latitude (g = 980.6199 gals.).
 CC0403
 CC0403.The modeled gravity was interpolated from observed gravity values.
 CC0403
 CC0403;                    North         East    Units  Estimated Accuracy
 CC0403;SPC TX C     - 3,160,520.      350,470.      MT  (+/- 180 meters Scaled)
 CC0403
 CC0403                          SUPERSEDED SURVEY CONTROL
 CC0403
 CC0403  NGVD 29 (??/??/92) 1161.824  (m)         3811.75   (f) ADJ UNCH    2 0
 CC0403
 CC0403.Superseded values are not recommended for survey control.
 CC0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0403.See file dsdata.txt to determine how the superseded data were derived.
 CC0403
 CC0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ957369(NAD 83)
 CC0403_MARKER: DB = BENCH MARK DISK
 CC0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0403_STAMPING: G 452 1934 3812.033
 CC0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0403+STABILITY: SURFACE MOTION
 CC0403
 CC0403  HISTORY     - Date     Condition        Report By
 CC0403  HISTORY     - 1934     MONUMENTED       CGS
 CC0403  HISTORY     - 1958     GOOD             NGS
 CC0403
 CC0403                          STATION DESCRIPTION
 CC0403
 CC0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0403'14.45 MI SE FROM KENT.
 CC0403'ABOUT 3.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0403'STATION AT KENT, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, THENCE 6.8
 CC0403'MILES EAST ALONG U.S. HIGHWAY 80, THENCE 4.15 MILES SOUTHEAST ALONG
 CC0403'U.S. HIGHWAY 290, 54 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 450
 CC0403'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL CONCRETE
 CC0403'HIGHWAY BRIDGE, 398 FEET WEST OF THE WEST END OF A SMALL CONCRETE
 CC0403'HEADWALL, 2 FEET NORTH OF A FENCE, AND IN THE TOP OF A CONCRETE POST
 CC0403'PROJECTING 2 FEET ON THE NORTH SIDE.  NOTE-- THIS MARK IS IN THE SOUTH
 CC0403'EDGE OF A DITCH AND THE DIRT HAD BEEN WASHED AWAY FROM IT, BUT IT IS
 CC0403'STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0244 ***********************************************************************
 BP0244  DESIGNATION -  G 453 RESET 1962
 BP0244  PID         -  BP0244
 BP0244  STATE/COUNTY-  TX/PECOS
 BP0244  USGS QUAD   -  TUCKER HILL (1970)
 BP0244
 BP0244                         *CURRENT SURVEY CONTROL
 BP0244  ___________________________________________________________________
 BP0244* NAD 83(1986)-  30 56 53.     (N)    103 22 24.     (W)     SCALED    
 BP0244* NAVD 88     -       950.66   (+/-2cm)    3119.0    (feet)  VERTCON   
 BP0244  ___________________________________________________________________
 BP0244  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 BP0244
 BP0244  VERT ORDER  -  THIRD (See Below)
 BP0244
 BP0244.The horizontal coordinates were scaled from a topographic map and have
 BP0244.an estimated accuracy of +/- 6 seconds.
 BP0244
 BP0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0244.The vertical order pertains to the NGVD 29 superseded value.
 BP0244
 BP0244.The geoid height was determined by GEOID03.
 BP0244
 BP0244;                    North         East    Units  Estimated Accuracy
 BP0244;SPC TX C     - 3,146,020.      409,580.      MT  (+/- 180 meters Scaled)
 BP0244
 BP0244                          SUPERSEDED SURVEY CONTROL
 BP0244
 BP0244  NGVD 29 (01/29/03)  950.33   (m)         3117.9    (f) RESET       3  
 BP0244
 BP0244.Superseded values are not recommended for survey control.
 BP0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0244.See file dsdata.txt to determine how the superseded data were derived.
 BP0244
 BP0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ553249(NAD 83)
 BP0244_MARKER: DB = BENCH MARK DISK
 BP0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0244_STAMPING: G 453 RESET 1962
 BP0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0244+STABILITY: SURFACE MOTION
 BP0244
 BP0244  HISTORY     - Date     Condition        Report By
 BP0244  HISTORY     - 1962     MONUMENTED       CGS
 BP0244
 BP0244                          STATION DESCRIPTION
 BP0244
 BP0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BP0244'22.4 MI E FROM BALMORHEA.
 BP0244'ABOUT 22.4 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0244'BALMORHEA.  OR 10.3 MILES WEST ALONG U.S. HIGHWAY 290 AND 67 FROM THE
 BP0244'PANHANDLE AND SANTA FE RAILWAY STATION AT FORT STOCKTON, PECOS COUNTY,
 BP0244'THENCE 19.8 MILES WEST ALONG U.S. HIGHWAY 290, 178 FEET EAST-SOUTHEAST
 BP0244'OF A CULVERT, 54 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 5 FEET
 BP0244'SOUTH OF A POWER LINE POLE, AND 1 FOOT SOUTH OF A FENCE AND WITNESS
 BP0244'SIGN.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH
 BP0244'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0146 ***********************************************************************
 BQ0146  DESIGNATION -  G 454
 BQ0146  PID         -  BQ0146
 BQ0146  STATE/COUNTY-  TX/PRESIDIO
 BQ0146  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0146
 BQ0146                         *CURRENT SURVEY CONTROL
 BQ0146  ___________________________________________________________________
 BQ0146* NAD 83(1986)-  30 03 42.     (N)    104 10 45.     (W)     SCALED    
 BQ0146* NAVD 88     -      1577.976  (meters)    5177.08   (feet)  ADJUSTED  
 BQ0146  ___________________________________________________________________
 BQ0146  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BQ0146  DYNAMIC HT  -        1575.270 (meters)    5168.20  (feet)  COMP
 BQ0146  MODELED GRAV-     978,871.5   (mgal)                       NAVD 88
 BQ0146
 BQ0146  VERT ORDER  -  FIRST     CLASS II
 BQ0146
 BQ0146.The horizontal coordinates were scaled from a topographic map and have
 BQ0146.an estimated accuracy of +/- 6 seconds.
 BQ0146
 BQ0146.The orthometric height was determined by differential leveling
 BQ0146.and adjusted by the National Geodetic Survey in June 1991..
 BQ0146
 BQ0146.The geoid height was determined by GEOID03.
 BQ0146
 BQ0146.The dynamic height is computed by dividing the NAVD 88
 BQ0146.geopotential number by the normal gravity value computed on the
 BQ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0146.degrees latitude (g = 980.6199 gals.).
 BQ0146
 BQ0146.The modeled gravity was interpolated from observed gravity values.
 BQ0146
 BQ0146;                    North         East    Units  Estimated Accuracy
 BQ0146;SPC TXSC     - 4,258,020.      100,780.      MT  (+/- 180 meters Scaled)
 BQ0146
 BQ0146                          SUPERSEDED SURVEY CONTROL
 BQ0146
 BQ0146  NGVD 29 (??/??/92) 1577.438  (m)         5175.31   (f) ADJ UNCH    1 2
 BQ0146
 BQ0146.Superseded values are not recommended for survey control.
 BQ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0146.See file dsdata.txt to determine how the superseded data were derived.
 BQ0146
 BQ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP791259(NAD 83)
 BQ0146_MARKER: DB = BENCH MARK DISK
 BQ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0146_STAMPING: G 454 1935
 BQ0146_MARK LOGO: CGS   
 BQ0146_PROJECTION: PROJECTING 15 CENTIMETERS
 BQ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0146+STABILITY: SURFACE MOTION
 BQ0146
 BQ0146  HISTORY     - Date     Condition        Report By
 BQ0146  HISTORY     - 1935     MONUMENTED       CGS
 BQ0146  HISTORY     - 1958     GOOD             NGS
 BQ0146  HISTORY     - 1981     GOOD             NGS
 BQ0146  HISTORY     - 1989     GOOD             USPSQD
 BQ0146  HISTORY     - 19961010 GOOD             USPSQD
 BQ0146
 BQ0146                          STATION DESCRIPTION
 BQ0146
 BQ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0146'20.3 MI SW FROM MARFA.
 BQ0146'ABOUT 20.3 MILES SOUTHWEST ALONG U. S. HIGHWAY 67 FROM THE TEXAS AND
 BQ0146'NEW ORLEANS RAILROAD STATION AT MARFA, 19.7 MILES NORTHEAST OF THE
 BQ0146'BRIDGE OVER CIBOLO CREEK AT SHAFTER, 48 FEET SOUTHWEST OF THE CENTER
 BQ0146'LINE OF THE HIGHWAY, AT THE TOP OF A HILL, ON THE OUTSIDE OF A CURVE
 BQ0146'WITH TANGENTS EAST AND SOUTH, 6 INCHES SOUTHEAST OF A FENCE, 2 FEET
 BQ0146'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 BQ0146'OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0146
 BQ0146                          STATION RECOVERY (1981)
 BQ0146
 BQ0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0146'31.9 KM (19.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0146'WITH U.S. HIGHWAY 90 IN MARFA, OR, 30.9 KM (19.2 MI) NORTHEAST ALONG
 BQ0146'U.S. HIGHWAY 67 FROM THE NORTHEAST END OF THE BRIDGE OVER CIBOLO
 BQ0146'CREEK IN SHAFTER, 16.8 METERS (55.0 FT) SOUTHEAST OF A FENCE, AND
 BQ0146'14.6 METERS (48.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BQ0146'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BQ0146'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0146
 BQ0146                          STATION RECOVERY (1989)
 BQ0146
 BQ0146'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0146'RECOVERED IN GOOD CONDITION.
 BQ0146
 BQ0146                          STATION RECOVERY (1996)
 BQ0146
 BQ0146'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0810 ***********************************************************************
 AN0810  DESIGNATION -  G 456
 AN0810  PID         -  AN0810
 AN0810  STATE/COUNTY-  TX/JACKSON
 AN0810  USGS QUAD   -  LOLITA (1995)
 AN0810
 AN0810                         *CURRENT SURVEY CONTROL
 AN0810  ___________________________________________________________________
 AN0810* NAD 83(1986)-  28 49 22.     (N)    096 33 23.     (W)     SCALED    
 AN0810* NAVD 88     -        11.35   (+/-2cm)      37.2    (feet)  VERTCON   
 AN0810  ___________________________________________________________________
 AN0810  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN0810
 AN0810  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0810
 AN0810.The horizontal coordinates were scaled from a topographic map and have
 AN0810.an estimated accuracy of +/- 6 seconds.
 AN0810
 AN0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0810.The vertical order pertains to the NGVD 29 superseded value.
 AN0810
 AN0810.The geoid height was determined by GEOID03.
 AN0810
 AN0810;                    North         East    Units  Estimated Accuracy
 AN0810;SPC TXSC     - 4,112,150.      838,470.      MT  (+/- 180 meters Scaled)
 AN0810
 AN0810                          SUPERSEDED SURVEY CONTROL
 AN0810
 AN0810  NGVD 29 (??/??/92)   11.448  (m)           37.56   (f) ADJ UNCH    1 1
 AN0810
 AN0810.Superseded values are not recommended for survey control.
 AN0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0810.See file dsdata.txt to determine how the superseded data were derived.
 AN0810
 AN0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS384908(NAD 83)
 AN0810_MARKER: DB = BENCH MARK DISK
 AN0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0810_STAMPING: G 456 1951
 AN0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0810+STABILITY: SURFACE MOTION
 AN0810
 AN0810  HISTORY     - Date     Condition        Report By
 AN0810  HISTORY     - 1951     MONUMENTED       CGS
 AN0810  HISTORY     - 1972     GOOD             NGS
 AN0810
 AN0810                          STATION DESCRIPTION
 AN0810
 AN0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0810'2.05 MI SW FROM LOLITA.
 AN0810'ABOUT 1.3 MILES SOUTH ALONG FARM-TO-MARKET ROAD 1593 FROM THE CROSSING
 AN0810'OF THE MISSOURI PACIFIC RAILROAD AT LOLITA, THENCE 0.75 MILE WEST
 AN0810'ALONG FRELS ROAD, AT THE ABANDONED WALKER AIRPORT, 62 FEET SOUTH OF
 AN0810'THE CENTER LINE OF FRELS ROAD, 231 FEET WEST OF THE WEST RAIL OF THE
 AN0810'POINT COMFORT AND NORTHERN RAILWAY, 91 FEET SOUTH AND ACROSS THE ROAD
 AN0810'FROM A POWER POLE WHICH BEARS A TRANSFORMER, 8 1/2 FEET NORTHWEST OF
 AN0810'THE SOUTHWEST CORNER OF A STOCK PEN, 53.0 FEET NORTHWEST OF BENCH MARK
 AN0810'F 456, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3368 ***********************************************************************
 AW3368  DESIGNATION -  G 457
 AW3368  PID         -  AW3368
 AW3368  STATE/COUNTY-  TX/HARRIS
 AW3368  USGS QUAD   -  PARK PLACE (1995)
 AW3368
 AW3368                         *CURRENT SURVEY CONTROL
 AW3368  ___________________________________________________________________
 AW3368* NAD 83(1986)-  29 41 15.     (N)    095 20 28.     (W)     SCALED    
 AW3368* NAVD 88     -        12.71   (+/-2cm)      41.7    (feet)  VERTCON   
 AW3368  ___________________________________________________________________
 AW3368  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW3368
 AW3368  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3368
 AW3368.The horizontal coordinates were scaled from a topographic map and have
 AW3368.an estimated accuracy of +/- 6 seconds.
 AW3368
 AW3368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3368.The vertical order pertains to the NGVD 29 superseded value.
 AW3368
 AW3368.The geoid height was determined by GEOID03.
 AW3368
 AW3368;                    North         East    Units  Estimated Accuracy
 AW3368;SPC TXSC     - 4,211,030.      954,030.      MT  (+/- 180 meters Scaled)
 AW3368
 AW3368                          SUPERSEDED SURVEY CONTROL
 AW3368
 AW3368  NGVD 29 (??/??/92)   12.702  (m)           41.67   (f) ADJ UNCH    1 2
 AW3368
 AW3368.Superseded values are not recommended for survey control.
 AW3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3368.See file dsdata.txt to determine how the superseded data were derived.
 AW3368
 AW3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN734864(NAD 83)
 AW3368_MARKER: DB = BENCH MARK DISK
 AW3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3368_STAMPING: G 457 1951
 AW3368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3368+STABILITY: SURFACE MOTION
 AW3368
 AW3368  HISTORY     - Date     Condition        Report By
 AW3368  HISTORY     - 1951     MONUMENTED       CGS
 AW3368  HISTORY     - 1959     GOOD             NGS
 AW3368  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3368  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW3368  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW3368
 AW3368                          STATION DESCRIPTION
 AW3368
 AW3368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3368'5.75 MI SE FROM HOUSTON.
 AW3368'ABOUT 4.75 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE
 AW3368'RAILROAD FROM THE UNION STATION AT HOUSTON, THENCE ABOUT 1.0 MILE
 AW3368'SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD, AT THE SOUTH PARK
 AW3368'BOULEVARD CROSSING, 138 FEET WEST OF THE CENTER LINE OF THE BOULEVARD,
 AW3368'49 FEET NORTHWEST OF THE NORTHWEST RAIL, 1 1/2 FEET SOUTHEAST OF A
 AW3368'FENCE, 3 FEET NORTHEAST OF A WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 AW3368'THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING
 AW3368'4 INCHES.
 AW3368
 AW3368                          STATION RECOVERY (1973)
 AW3368
 AW3368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3368'MARK NOT FOUND.
 AW3368
 AW3368                          STATION RECOVERY (1995)
 AW3368
 AW3368'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3368'MARK NOT FOUND.
 AW3368
 AW3368                          STATION RECOVERY (2004)
 AW3368
 AW3368'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2054 ***********************************************************************
 AW2054  DESIGNATION -  G 458
 AW2054  PID         -  AW2054
 AW2054  STATE/COUNTY-  TX/HARRIS
 AW2054  USGS QUAD   -  PEARLAND (1995)
 AW2054
 AW2054                         *CURRENT SURVEY CONTROL
 AW2054  ___________________________________________________________________
 AW2054* NAD 83(1986)-  29 37 15.     (N)    095 19 50.     (W)     SCALED    
 AW2054* NAVD 88     -        13.749  (meters)      45.11   (feet)  ADJUSTED  
 AW2054  ___________________________________________________________________
 AW2054  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2054  DYNAMIC HT  -          13.730 (meters)      45.05  (feet)  COMP
 AW2054  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 AW2054
 AW2054  VERT ORDER  -  FIRST     CLASS II
 AW2054
 AW2054.The horizontal coordinates were scaled from a topographic map and have
 AW2054.an estimated accuracy of +/- 6 seconds.
 AW2054
 AW2054.The orthometric height was determined by differential leveling
 AW2054.and adjusted by the National Geodetic Survey in June 1991..
 AW2054
 AW2054.The geoid height was determined by GEOID03.
 AW2054
 AW2054.The dynamic height is computed by dividing the NAVD 88
 AW2054.geopotential number by the normal gravity value computed on the
 AW2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2054.degrees latitude (g = 980.6199 gals.).
 AW2054
 AW2054.The modeled gravity was interpolated from observed gravity values.
 AW2054
 AW2054;                    North         East    Units  Estimated Accuracy
 AW2054;SPC TXSC     - 4,203,680.      955,290.      MT  (+/- 180 meters Scaled)
 AW2054
 AW2054                          SUPERSEDED SURVEY CONTROL
 AW2054
 AW2054  NGVD 29 (12/23/87)   13.745  (m)           45.10   (f) ADJUSTED    1 2
 AW2054
 AW2054.Superseded values are not recommended for survey control.
 AW2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2054.See file dsdata.txt to determine how the superseded data were derived.
 AW2054
 AW2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN743790(NAD 83)
 AW2054_MARKER: DB = BENCH MARK DISK
 AW2054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2054_SP_SET: WINGWALL
 AW2054_STAMPING: G 458 1951
 AW2054_MARK LOGO: CGS   
 AW2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2054+STABILITY: SURFACE MOTION
 AW2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2054+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2054
 AW2054  HISTORY     - Date     Condition        Report By
 AW2054  HISTORY     - 1951     MONUMENTED       CGS
 AW2054  HISTORY     - 1973     GOOD             NGS
 AW2054  HISTORY     - 1974     GOOD             LOCENG
 AW2054  HISTORY     - 1978     GOOD             NGS
 AW2054  HISTORY     - 1987     GOOD             USPSQD
 AW2054  HISTORY     - 1987     GOOD             NGS
 AW2054  HISTORY     - 1988     GOOD             USPSQD
 AW2054  HISTORY     - 1988     GOOD             USPSQD
 AW2054  HISTORY     - 1989     GOOD             USPSQD
 AW2054  HISTORY     - 1989     GOOD             USPSQD
 AW2054  HISTORY     - 1990     GOOD             USPSQD
 AW2054  HISTORY     - 20040211 GOOD             USPSQD
 AW2054  HISTORY     - 20050217 GOOD             USPSQD
 AW2054
 AW2054                          STATION DESCRIPTION
 AW2054
 AW2054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2054'6.0 MI E FROM ALMEDA.
 AW2054'0.55 MILE NORTH ALONG STATE HIGHWAY 288 FROM THE JUNCTION OF ANDERSON
 AW2054'ROAD AT ALMEDA, THENCE 5.45 MILES EAST ALONG ALMEDA-GENOA ROAD, 0.05
 AW2054'MILE EAST OF THE JUNCTION OF WEBERCREST ROAD, AT THE JUNCTION OF A
 AW2054'ROAD SOUTH ALONG A DRAIN DITCH, IN THE TOP AND 1.5 FEET NORTHEAST OF
 AW2054'THE SOUTHWEST END OF THE SOUTHWEST WING WALL OF A 4- BY 8-FOOT
 AW2054'CONCRETE BOX CULVERT, 19 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 AW2054'ROAD, 14 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, AND ABOUT 1
 AW2054'FOOT ABOVE THE ROAD.
 AW2054
 AW2054                          STATION RECOVERY (1974)
 AW2054
 AW2054'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW2054'RECOVERED IN GOOD CONDITION.
 AW2054
 AW2054                          STATION RECOVERY (1978)
 AW2054
 AW2054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2054'RECOVERED IN GOOD CONDITION.
 AW2054
 AW2054                          STATION RECOVERY (1987)
 AW2054
 AW2054'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW2054'RECOVERED IN GOOD CONDITION.
 AW2054
 AW2054                          STATION RECOVERY (1987)
 AW2054
 AW2054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2054'RECOVERED IN GOOD CONDITION.
 AW2054
 AW2054                          STATION RECOVERY (1988)
 AW2054
 AW2054'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW2054'RECOVERED IN GOOD CONDITION.
 AW2054
 AW2054                          STATION RECOVERY (1988)
 AW2054
 AW2054'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW2054'RECOVERED IN GOOD CONDITION.
 AW2054
 AW2054                          STATION RECOVERY (1989)
 AW2054
 AW2054'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW2054'RECOVERED IN GOOD CONDITION.
 AW2054
 AW2054                          STATION RECOVERY (1989)
 AW2054
 AW2054'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2054'RECOVERED IN GOOD CONDITION.
 AW2054
 AW2054                          STATION RECOVERY (1990)
 AW2054
 AW2054'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2054'RECOVERED IN GOOD CONDITION.
 AW2054
 AW2054                          STATION RECOVERY (2004)
 AW2054
 AW2054'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2054'RECOVERED IN GOOD CONDITION.
 AW2054
 AW2054                          STATION RECOVERY (2005)
 AW2054
 AW2054'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4104 ***********************************************************************
 AW4104  DESIGNATION -  G 460
 AW4104  PID         -  AW4104
 AW4104  STATE/COUNTY-  TX/GALVESTON
 AW4104  USGS QUAD   -  SEA ISLE (1974)
 AW4104
 AW4104                         *CURRENT SURVEY CONTROL
 AW4104  ___________________________________________________________________
 AW4104* NAD 83(1986)-  29 08 37.     (N)    095 02 14.     (W)     SCALED    
 AW4104* NAVD 88     -         2.89   (+/-2cm)       9.5    (feet)  VERTCON   
 AW4104  ___________________________________________________________________
 AW4104  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AW4104
 AW4104  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4104
 AW4104.The horizontal coordinates were scaled from a topographic map and have
 AW4104.an estimated accuracy of +/- 6 seconds.
 AW4104
 AW4104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4104.The vertical order pertains to the NGVD 29 superseded value.
 AW4104
 AW4104.The geoid height was determined by GEOID03.
 AW4104
 AW4104;                    North         East    Units  Estimated Accuracy
 AW4104;SPC TXSC     - 4,151,750.      985,470.      MT  (+/- 180 meters Scaled)
 AW4104
 AW4104                          SUPERSEDED SURVEY CONTROL
 AW4104
 AW4104  NGVD 29 (??/??/92)    2.887  (m)            9.47   (f) ADJ UNCH    1 2
 AW4104
 AW4104.Superseded values are not recommended for survey control.
 AW4104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4104.See file dsdata.txt to determine how the superseded data were derived.
 AW4104
 AW4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN018256(NAD 83)
 AW4104_MARKER: DB = BENCH MARK DISK
 AW4104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4104_STAMPING: G 460 1951
 AW4104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4104+STABILITY: SURFACE MOTION
 AW4104
 AW4104  HISTORY     - Date     Condition        Report By
 AW4104  HISTORY     - 1951     MONUMENTED       CGS
 AW4104  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW4104  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 AW4104  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW4104
 AW4104                          STATION DESCRIPTION
 AW4104
 AW4104'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AW4104'18.1 MI SW FROM GALVESTON.
 AW4104'2.8 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE BUCCANEER HOTEL
 AW4104'AT GALVESTON, THENCE 15.3 MILES SOUTHWEST ALONG THE BEACH, 0.15 MILE
 AW4104'SOUTHWEST OF A WINDMILL, 254 FEET NORTHWEST OF THE STORM TIDE WATER
 AW4104'LINE, 15 FEET NORTHEAST OF THE CENTER LINE OF A GATE AND A DIM TRAIL,
 AW4104'2 FEET SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET
 AW4104'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AW4104'GROUND.
 AW4104
 AW4104                          STATION RECOVERY (1958)
 AW4104
 AW4104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AW4104'MARK NOT FOUND.
 AW4104
 AW4104                          STATION RECOVERY (1994)
 AW4104
 AW4104'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4104'MARK NOT FOUND.
 AW4104
 AW4104                          STATION RECOVERY (2004)
 AW4104
 AW4104'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0637 ***********************************************************************
 AW0637  DESIGNATION -  G 460 RESET
 AW0637  PID         -  AW0637
 AW0637  STATE/COUNTY-  TX/GALVESTON
 AW0637  USGS QUAD   -  SEA ISLE (1974)
 AW0637
 AW0637                         *CURRENT SURVEY CONTROL
 AW0637  ___________________________________________________________________
 AW0637* NAD 83(1993)-  29 08 36.69837(N)    095 02 13.52287(W)     ADJUSTED  
 AW0637* NAVD 88     -         2.667  (meters)       8.75   (feet)  ADJUSTED  
 AW0637  ___________________________________________________________________
 AW0637  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AW0637  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AW0637  DYNAMIC HT  -           2.663 (meters)       8.74  (feet)  COMP
 AW0637  MODELED GRAV-     979,249.1   (mgal)                       NAVD 88
 AW0637
 AW0637  HORZ ORDER  -  SECOND
 AW0637  VERT ORDER  -  FIRST     CLASS I
 AW0637
 AW0637.The horizontal coordinates were established by classical geodetic methods
 AW0637.and adjusted by the National Geodetic Survey in February 1996..
 AW0637
 AW0637.The orthometric height was determined by differential leveling
 AW0637.and adjusted by the National Geodetic Survey in June 1991..
 AW0637
 AW0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0637
 AW0637.The geoid height was determined by GEOID03.
 AW0637
 AW0637.The dynamic height is computed by dividing the NAVD 88
 AW0637.geopotential number by the normal gravity value computed on the
 AW0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0637.degrees latitude (g = 980.6199 gals.).
 AW0637
 AW0637.The modeled gravity was interpolated from observed gravity values.
 AW0637
 AW0637;                    North         East     Units Scale Factor Converg.
 AW0637;SPC TXSC     - 4,151,736.081   985,482.638   MT  0.99986879   +1 56 29.3
 AW0637;SPC TXSC     -13,621,154.13  3,233,204.29   sFT  0.99986879   +1 56 29.3
 AW0637;UTM  15      - 3,225,603.387   301,840.212   MT  1.00008457   -0 59 32.6
 AW0637
 AW0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0637!SPC TXSC     -   1.00000375  x   0.99986879  =   0.99987254
 AW0637!UTM  15      -   1.00000375  x   1.00008457  =   1.00008832
 AW0637
 AW0637|---------------------------------------------------------------------|
 AW0637| PID    Reference Object                     Distance      Geod. Az  |
 AW0637|                                                           dddmmss.s |
 AW0637| AW6783 H 61 TX                             341.213 METERS 07440     |
 AW0637| AW6784 WEST BEACH                          APPROX. 1.6 KM 2320540.1 |
 AW0637|---------------------------------------------------------------------|
 AW0637
 AW0637                          SUPERSEDED SURVEY CONTROL
 AW0637
 AW0637  NAD 83(1986)-  29 08 36.71012(N)    095 02 13.50409(W) AD(       ) 2
 AW0637  NAD 27      -  29 08 35.84343(N)    095 02 12.76922(W) AD(       ) 2
 AW0637  NGVD 29 (12/23/87)    2.664  (m)            8.74   (f) ADJUSTED    1 1
 AW0637
 AW0637.Superseded values are not recommended for survey control.
 AW0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0637.See file dsdata.txt to determine how the superseded data were derived.
 AW0637
 AW0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0184025603(NAD 83)
 AW0637_MARKER: DB = BENCH MARK DISK
 AW0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0637_SP_SET: CONCRETE POST
 AW0637_STAMPING: G 460 RESET 1955
 AW0637_MARK LOGO: CGS   
 AW0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0637+STABILITY: SURFACE MOTION
 AW0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0637+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 AW0637
 AW0637  HISTORY     - Date     Condition        Report By
 AW0637  HISTORY     - 1978     MONUMENTED       CGS
 AW0637  HISTORY     - 1964     GOOD             NGS
 AW0637  HISTORY     - 1971     GOOD             NGS
 AW0637  HISTORY     - 1978     GOOD             NGS
 AW0637  HISTORY     - 1979     GOOD             NOS
 AW0637  HISTORY     - 1982     GOOD             NOS
 AW0637  HISTORY     - 1987     GOOD             USPSQD
 AW0637  HISTORY     - 1987     GOOD             USPSQD
 AW0637  HISTORY     - 1987     GOOD             NGS
 AW0637  HISTORY     - 1988     GOOD             USPSQD
 AW0637  HISTORY     - 1988     GOOD             USPSQD
 AW0637  HISTORY     - 1988     GOOD             USPSQD
 AW0637  HISTORY     - 1990     GOOD             USPSQD
 AW0637  HISTORY     - 19910518 GOOD             USPSQD
 AW0637  HISTORY     - 19940915 GOOD             USPSQD
 AW0637  HISTORY     - 20031125 GOOD             USPSQD
 AW0637  HISTORY     - 20041213 GOOD             USPSQD
 AW0637  HISTORY     - 20051218 GOOD             USPSQD
 AW0637
 AW0637                          STATION DESCRIPTION
 AW0637
 AW0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1978 (JRS)
 AW0637'THE STATION IS LOCATED ON GALVESTON ISLAND ABOUT 19 MILES
 AW0637'SOUTHWEST OF GALVESTON, 6 MILES NORTHEAST OF THE SAN LUIS PASS
 AW0637'TOLL BRIDGE, 3/4 MILE NORTHEAST OF THE VILLAGE OF WEST BEACH, AND
 AW0637'JUST OUTSIDE THE RIGHT-OF-WAY FENCE OF THE GALVESTON COUNTY ROAD.
 AW0637'
 AW0637'TO REACH THE STATION FROM THE TOLL BOOTH AT THE NORTHEAST END OF
 AW0637'THE BRIDGE OVER THE SAN LUIS PASS AND THE GALVESTON-BRAZORIA
 AW0637'COUNTY LINE, GO NORTHEASTERLY ON THE GALVESTON COUNTY ROAD FOR
 AW0637'4.7 MILES TO A SIDE ROAD LEFT (NUECES ROAD) AND STATION WEST
 AW0637'BEACH ON THE RIGHT.  CONTINUE NORTHEAST ON THE GALVESTON COUNTY
 AW0637'ROAD FOR 0.95 MILE TO THE STATION ON THE LEFT IN THE FENCELINE.
 AW0637'
 AW0637'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY BENCH MARK
 AW0637'DISK STAMPED---G 460 RESET 1955---,
 AW0637'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ON A
 AW0637'SIDE FLUSH WITH THE GROUND.  IT IS
 AW0637'61 FEET NORTHWEST FROM THE CENTERLINE OF THE GALVESTON COUNTY ROAD,
 AW0637'28 FEET NORTHEAST FROM A POWER POLE,
 AW0637'2 FEET NORTHWEST FROM A WOODEN WITNESS POST, AND
 AW0637'1.8 FEET NORTHWEST FROM A WIRE FENCE.
 AW0637'
 AW0637'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
 AW0637'THIS STATION WAS USED AS AN AZIMUTH MARK FOR STATION WEST BEACH.
 AW0637
 AW0637                          STATION RECOVERY (1964)
 AW0637
 AW0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0637'20.15 MI SW FROM GALVESTON.
 AW0637'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0637'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0637'NORTHWEST ALONG A PAVED ROAD, THENCE 13.4 MILES SOUTHWEST ALONG
 AW0637'STEWART ROAD, ABOUT 0.2 MILE NORTHEAST OF THE ENTRANCE TO THE SEA ISLE
 AW0637'BEACH RESORT, ABOUT 0.15 MILE SOUTHWEST OF A WINDMILL AND A WATER
 AW0637'SUPPLY TANK, 61 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 28
 AW0637'FEET NORTHEAST OF A POWER POLE, 1 1/2 FEET NORTHWEST OF A FENCE, 2.0
 AW0637'FEET NORTHWEST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 AW0637'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0637
 AW0637                          STATION RECOVERY (1971)
 AW0637
 AW0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0637'RECOVERED IN GOOD CONDITION.
 AW0637
 AW0637                          STATION RECOVERY (1978)
 AW0637
 AW0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0637'RECOVERED IN GOOD CONDITION.
 AW0637
 AW0637                          STATION RECOVERY (1979)
 AW0637
 AW0637'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW0637'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 AW0637'
 AW0637'HEIGHT OF LIGHT SHOWN WAS 1.52 METERS.
 AW0637
 AW0637                          STATION RECOVERY (1982)
 AW0637
 AW0637'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW0637'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW0637
 AW0637                          STATION RECOVERY (1987)
 AW0637
 AW0637'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0637'RECOVERED IN GOOD CONDITION.
 AW0637
 AW0637                          STATION RECOVERY (1987)
 AW0637
 AW0637'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0637'RECOVERED IN GOOD CONDITION.
 AW0637
 AW0637                          STATION RECOVERY (1987)
 AW0637
 AW0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0637'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 AW0637'ADD--7.8 KM (4.85 MI) SOUTHWEST OF THE INTERSECTION OF BUCCANEER
 AW0637'DRIVE, 6.7 M (22.0 FT) NORTHEAST OF UTILITY POLE NUMBER 186, AND
 AW0637'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 AW0637
 AW0637                          STATION RECOVERY (1988)
 AW0637
 AW0637'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0637'RECOVERED IN GOOD CONDITION.
 AW0637
 AW0637                          STATION RECOVERY (1988)
 AW0637
 AW0637'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0637'RECOVERED IN GOOD CONDITION.
 AW0637
 AW0637                          STATION RECOVERY (1988)
 AW0637
 AW0637'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0637'RECOVERED IN GOOD CONDITION.
 AW0637
 AW0637                          STATION RECOVERY (1990)
 AW0637
 AW0637'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0637'RECOVERED IN GOOD CONDITION.
 AW0637
 AW0637                          STATION RECOVERY (1991)
 AW0637
 AW0637'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0637'RECOVERED IN GOOD CONDITION.
 AW0637
 AW0637                          STATION RECOVERY (1994)
 AW0637
 AW0637'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0637'RECOVERED IN GOOD CONDITION.
 AW0637
 AW0637                          STATION RECOVERY (2003)
 AW0637
 AW0637'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AW0637'RECOVERED IN GOOD CONDITION.
 AW0637
 AW0637                          STATION RECOVERY (2004)
 AW0637
 AW0637'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0637'RECOVERED IN GOOD CONDITION.
 AW0637
 AW0637                          STATION RECOVERY (2005)
 AW0637
 AW0637'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0637'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1416 ***********************************************************************
 AY1416  DESIGNATION -  G 461
 AY1416  PID         -  AY1416
 AY1416  STATE/COUNTY-  TX/REAL
 AY1416  USGS QUAD   -  CROWN MOUNTAIN (1971)
 AY1416
 AY1416                         *CURRENT SURVEY CONTROL
 AY1416  ___________________________________________________________________
 AY1416* NAD 83(1986)-  29 42 25.     (N)    099 58 32.     (W)     SCALED    
 AY1416* NAVD 88     -       483.714  (meters)    1586.98   (feet)  ADJUSTED  
 AY1416  ___________________________________________________________________
 AY1416  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 AY1416  DYNAMIC HT  -         482.998 (meters)    1584.64  (feet)  COMP
 AY1416  MODELED GRAV-     979,147.0   (mgal)                       NAVD 88
 AY1416
 AY1416  VERT ORDER  -  SECOND    CLASS 0
 AY1416
 AY1416.The horizontal coordinates were scaled from a topographic map and have
 AY1416.an estimated accuracy of +/- 6 seconds.
 AY1416
 AY1416.The orthometric height was determined by differential leveling
 AY1416.and adjusted by the National Geodetic Survey in June 1991..
 AY1416
 AY1416.The geoid height was determined by GEOID03.
 AY1416
 AY1416.The dynamic height is computed by dividing the NAVD 88
 AY1416.geopotential number by the normal gravity value computed on the
 AY1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1416.degrees latitude (g = 980.6199 gals.).
 AY1416
 AY1416.The modeled gravity was interpolated from observed gravity values.
 AY1416
 AY1416;                    North         East    Units  Estimated Accuracy
 AY1416;SPC TXSC     - 4,208,040.      505,610.      MT  (+/- 180 meters Scaled)
 AY1416
 AY1416                          SUPERSEDED SURVEY CONTROL
 AY1416
 AY1416  NGVD 29 (??/??/92)  483.619  (m)         1586.67   (f) ADJ UNCH    2 0
 AY1416
 AY1416.Superseded values are not recommended for survey control.
 AY1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1416.See file dsdata.txt to determine how the superseded data were derived.
 AY1416
 AY1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT056867(NAD 83)
 AY1416_MARKER: DB = BENCH MARK DISK
 AY1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1416_STAMPING: G 461 1953
 AY1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1416+STABILITY: SURFACE MOTION
 AY1416
 AY1416  HISTORY     - Date     Condition        Report By
 AY1416  HISTORY     - 1953     MONUMENTED       CGS
 AY1416  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1416  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1416  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1416
 AY1416                          STATION DESCRIPTION
 AY1416
 AY1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1416'3.55 MI NE FROM CAMP WOOD.
 AY1416'0.1 MILE SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP WOOD,
 AY1416'THENCE 3.45 MILES NORTHEAST ALONG RANCH ROAD 337, 48 FEET EAST OF THE
 AY1416'CENTER LINE OF THE RANCH ROAD, 58 FEET SOUTH OF THE CENTER LINE OF A
 AY1416'PRIVATE GRAVELED ROAD LEADING NORTHEAST, 1.8 FEET WEST OF A FENCE, 2.3
 AY1416'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1416'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1416
 AY1416                          STATION RECOVERY (2001)
 AY1416
 AY1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1416
 AY1416                          STATION RECOVERY (2001)
 AY1416
 AY1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1416
 AY1416                          STATION RECOVERY (2001)
 AY1416
 AY1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1416'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1405 ***********************************************************************
 AY1405  DESIGNATION -  G 462
 AY1405  PID         -  AY1405
 AY1405  STATE/COUNTY-  TX/REAL
 AY1405  USGS QUAD   -  OWL HOLLOW (1971)
 AY1405
 AY1405                         *CURRENT SURVEY CONTROL
 AY1405  ___________________________________________________________________
 AY1405* NAD 83(1986)-  29 46 26.     (N)    099 51 15.     (W)     SCALED    
 AY1405* NAVD 88     -       689.986  (meters)    2263.73   (feet)  ADJUSTED  
 AY1405  ___________________________________________________________________
 AY1405  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 AY1405  DYNAMIC HT  -         688.953 (meters)    2260.34  (feet)  COMP
 AY1405  MODELED GRAV-     979,123.2   (mgal)                       NAVD 88
 AY1405
 AY1405  VERT ORDER  -  SECOND    CLASS 0
 AY1405
 AY1405.The horizontal coordinates were scaled from a topographic map and have
 AY1405.an estimated accuracy of +/- 6 seconds.
 AY1405
 AY1405.The orthometric height was determined by differential leveling
 AY1405.and adjusted by the National Geodetic Survey in June 1991..
 AY1405
 AY1405.The geoid height was determined by GEOID03.
 AY1405
 AY1405.The dynamic height is computed by dividing the NAVD 88
 AY1405.geopotential number by the normal gravity value computed on the
 AY1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1405.degrees latitude (g = 980.6199 gals.).
 AY1405
 AY1405.The modeled gravity was interpolated from observed gravity values.
 AY1405
 AY1405;                    North         East    Units  Estimated Accuracy
 AY1405;SPC TXSC     - 4,215,370.      517,410.      MT  (+/- 180 meters Scaled)
 AY1405
 AY1405                          SUPERSEDED SURVEY CONTROL
 AY1405
 AY1405  NGVD 29 (??/??/92)  689.877  (m)         2263.37   (f) ADJ UNCH    2 0
 AY1405
 AY1405.Superseded values are not recommended for survey control.
 AY1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1405.See file dsdata.txt to determine how the superseded data were derived.
 AY1405
 AY1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT174940(NAD 83)
 AY1405_MARKER: DB = BENCH MARK DISK
 AY1405_SETTING: 66 = SET IN ROCK OUTCROP
 AY1405_SP_SET: ROCK OUTCROP
 AY1405_STAMPING: G 462 1953
 AY1405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1405+STABILITY: POSITION/ELEVATION WELL
 AY1405
 AY1405  HISTORY     - Date     Condition        Report By
 AY1405  HISTORY     - 1953     MONUMENTED       CGS
 AY1405  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1405  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1405  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1405
 AY1405                          STATION DESCRIPTION
 AY1405
 AY1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1405'7.75 MI W FROM LEAKEY.
 AY1405'0.1 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT LEAKEY,
 AY1405'THENCE 7.65 MILES WEST ALONG RANCH ROAD 337, 0.1 MILE WEST OF A
 AY1405'PRIVATE TRACK ROAD LEADING SOUTH, ON TOP OF A HILL, 105 FEET NORTH OF
 AY1405'THE CENTER LINE OF THE RANCH ROAD, 51.4 FEET NORTH OF A WITNESS POST,
 AY1405'51 FEET NORTH OF A FENCE, 7 FEET ABOVE THE LEVEL OF THE ROAD, 1.2 FEET
 AY1405'ABOVE THE GROUND, SET IN THE TOP OF A 4X6 FOOT ROCK OUTCROP.
 AY1405
 AY1405                          STATION RECOVERY (2001)
 AY1405
 AY1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1405'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1405
 AY1405                          STATION RECOVERY (2001)
 AY1405
 AY1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1405'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1405
 AY1405                          STATION RECOVERY (2001)
 AY1405
 AY1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1405'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1152 ***********************************************************************
 AY1152  DESIGNATION -  G 463
 AY1152  PID         -  AY1152
 AY1152  STATE/COUNTY-  TX/BANDERA
 AY1152  USGS QUAD   -  BANDERA (1982)
 AY1152
 AY1152                         *CURRENT SURVEY CONTROL
 AY1152  ___________________________________________________________________
 AY1152* NAD 83(1986)-  29 42 40.     (N)    099 02 45.     (W)     SCALED    
 AY1152* NAVD 88     -       385.605  (meters)    1265.11   (feet)  ADJUSTED  
 AY1152  ___________________________________________________________________
 AY1152  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AY1152  DYNAMIC HT  -         385.046 (meters)    1263.27  (feet)  COMP
 AY1152  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AY1152
 AY1152  VERT ORDER  -  SECOND    CLASS 0
 AY1152
 AY1152.The horizontal coordinates were scaled from a topographic map and have
 AY1152.an estimated accuracy of +/- 6 seconds.
 AY1152
 AY1152.The orthometric height was determined by differential leveling
 AY1152.and adjusted by the National Geodetic Survey in June 1991..
 AY1152
 AY1152.The geoid height was determined by GEOID03.
 AY1152
 AY1152.The dynamic height is computed by dividing the NAVD 88
 AY1152.geopotential number by the normal gravity value computed on the
 AY1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1152.degrees latitude (g = 980.6199 gals.).
 AY1152
 AY1152.The modeled gravity was interpolated from observed gravity values.
 AY1152
 AY1152;                    North         East    Units  Estimated Accuracy
 AY1152;SPC TXSC     - 4,208,110.      595,570.      MT  (+/- 180 meters Scaled)
 AY1152
 AY1152                          SUPERSEDED SURVEY CONTROL
 AY1152
 AY1152  NGVD 29 (??/??/92)  385.492  (m)         1264.73   (f) ADJ UNCH    2 0
 AY1152
 AY1152.Superseded values are not recommended for survey control.
 AY1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1152.See file dsdata.txt to determine how the superseded data were derived.
 AY1152
 AY1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT955867(NAD 83)
 AY1152_MARKER: DB = BENCH MARK DISK
 AY1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1152_STAMPING: G 463 1953
 AY1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1152+STABILITY: SURFACE MOTION
 AY1152
 AY1152  HISTORY     - Date     Condition        Report By
 AY1152  HISTORY     - 1953     MONUMENTED       CGS
 AY1152  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1152
 AY1152                          STATION DESCRIPTION
 AY1152
 AY1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1152'2.05 MI SE FROM BANDERA.
 AY1152'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1152'BANDERA, THENCE 0.2 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.2
 AY1152'MILE NORTHEAST ALONG A DIRT ROAD, THENCE 1.45 MILE SOUTHEAST ALONG A
 AY1152'GRAVELED ROAD, AT THE NORTHEAST ENTRANCE TO THE FLYING L RANCH
 AY1152'AIRPORT, 0.15 MILE SOUTHEAST OF THE DINING ROOM, 0.15 MILE SOUTHWEST
 AY1152'OF THE SOUTHEAST HANGAR, 172 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 AY1152'THE NORTHWEST AND SOUTHEAST RUNWAY, AT THE WIND SOCK, 18 FEET NORTH OF
 AY1152'A STEEL WEATHER VANE POLE, 12.5 FEET EAST OF A STEEL WIND SOCK POLE,
 AY1152'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 AY1152'GROUND.
 AY1152
 AY1152                          STATION RECOVERY (1993)
 AY1152
 AY1152'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0164 ***********************************************************************
 BN0164  DESIGNATION -  G 464
 BN0164  PID         -  BN0164
 BN0164  STATE/COUNTY-  TX/GILLESPIE
 BN0164  USGS QUAD   -  CAIN CITY (1963)
 BN0164
 BN0164                         *CURRENT SURVEY CONTROL
 BN0164  ___________________________________________________________________
 BN0164* NAD 83(1986)-  30 14 22.     (N)    098 50 24.     (W)     SCALED    
 BN0164* NAVD 88     -       501.422  (meters)    1645.08   (feet)  POSTED    
 BN0164  ___________________________________________________________________
 BN0164  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 BN0164  DYNAMIC HT  -         500.720 (meters)    1642.78  (feet)  COMP
 BN0164  MODELED GRAV-     979,233.5   (mgal)                       NAVD 88
 BN0164
 BN0164  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0164
 BN0164.The horizontal coordinates were scaled from a topographic map and have
 BN0164.an estimated accuracy of +/- 6 seconds.
 BN0164
 BN0164.The orthometric height was determined by differential leveling
 BN0164.and adjusted by the National Geodetic Survey in 1992..
 BN0164.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0164.rate of 0.0 thru 1.0 mm/km.
 BN0164
 BN0164.The geoid height was determined by GEOID03.
 BN0164
 BN0164.The dynamic height is computed by dividing the NAVD 88
 BN0164.geopotential number by the normal gravity value computed on the
 BN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0164.degrees latitude (g = 980.6199 gals.).
 BN0164
 BN0164.The modeled gravity was interpolated from observed gravity values.
 BN0164
 BN0164;                    North         East    Units  Estimated Accuracy
 BN0164;SPC TX C     - 3,064,460.      843,730.      MT  (+/- 180 meters Scaled)
 BN0164
 BN0164                          SUPERSEDED SURVEY CONTROL
 BN0164
 BN0164  NGVD 29 (??/??/92)  501.365  (m)         1644.89   (f) ADJ UNCH    2 0
 BN0164
 BN0164.Superseded values are not recommended for survey control.
 BN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0164.See file dsdata.txt to determine how the superseded data were derived.
 BN0164
 BN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU153453(NAD 83)
 BN0164_MARKER: DB = BENCH MARK DISK
 BN0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0164_STAMPING: G 464 1953
 BN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0164+STABILITY: SURFACE MOTION
 BN0164
 BN0164  HISTORY     - Date     Condition        Report By
 BN0164  HISTORY     - 1953     MONUMENTED       CGS
 BN0164  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0164
 BN0164                          STATION DESCRIPTION
 BN0164
 BN0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0164'3.25 MI SE FROM FREDERICKSBURG.
 BN0164'3.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BN0164'FREDERICKSBURG, ON TOP OF A HILL, 37 FEET SOUTHWEST OF THE CENTER LINE
 BN0164'OF THE HIGHWAY, 10.5 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD
 BN0164'LEADING SOUTHWEST, 5.7 FEET SOUTHEAST OF THE SOUTHEAST END OF A CATTLE
 BN0164'GUARD, 2 FEET NORTHEAST OF A FENCE, 2.5 FEET NORTHWEST OF A WITNESS
 BN0164'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BN0164'THE GROUND.
 BN0164
 BN0164                          STATION RECOVERY (1993)
 BN0164
 BN0164'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0838 ***********************************************************************
 BN0838  DESIGNATION -  G 464 RESET
 BN0838  PID         -  BN0838
 BN0838  STATE/COUNTY-  TX/GILLESPIE
 BN0838  USGS QUAD   -  CAIN CITY (1963)
 BN0838
 BN0838                         *CURRENT SURVEY CONTROL
 BN0838  ___________________________________________________________________
 BN0838* NAD 83(1986)-  30 14 22.     (N)    098 50 29.     (W)     SCALED    
 BN0838* NAVD 88     -       501.02   (+/-2cm)    1643.8    (feet)  VERTCON   
 BN0838  ___________________________________________________________________
 BN0838  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 BN0838
 BN0838  VERT ORDER  -  THIRD (See Below)
 BN0838
 BN0838.The horizontal coordinates were scaled from a topographic map and have
 BN0838.an estimated accuracy of +/- 6 seconds.
 BN0838
 BN0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0838.The vertical order pertains to the NGVD 29 superseded value.
 BN0838
 BN0838.The geoid height was determined by GEOID03.
 BN0838
 BN0838;                    North         East    Units  Estimated Accuracy
 BN0838;SPC TX C     - 3,064,460.      843,600.      MT  (+/- 180 meters Scaled)
 BN0838
 BN0838                          SUPERSEDED SURVEY CONTROL
 BN0838
 BN0838  NGVD 29 (01/29/03)  500.97   (m)         1643.6    (f) RESET       3  
 BN0838
 BN0838.Superseded values are not recommended for survey control.
 BN0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0838.See file dsdata.txt to determine how the superseded data were derived.
 BN0838
 BN0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU152453(NAD 83)
 BN0838_MARKER: DB = BENCH MARK DISK
 BN0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0838_SP_SET: CONCRETE POST
 BN0838_STAMPING: G 464 RESET 1955
 BN0838_MARK LOGO: CGS   
 BN0838_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0838+STABILITY: SURFACE MOTION
 BN0838
 BN0838  HISTORY     - Date     Condition        Report By
 BN0838  HISTORY     - 1955     MONUMENTED       TXHD
 BN0838  HISTORY     - 19930713 GOOD             USPSQD
 BN0838
 BN0838                          STATION DESCRIPTION
 BN0838
 BN0838'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 BN0838'3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE IN
 BN0838'FREDERICKSBURG, AT THE TOP OF A HILL, 242 FEET SOUTHEAST OF A
 BN0838'RIGHT-OF-WAY MARKER AT THE END OF A CURVE, 59 FEET SOUTH OF THE
 BN0838'CENTERLINE OF THE HIGHWAY, AND 1.0 FOOT NORTH OF THE RIGHT-OF-WAY
 BN0838'FENCE, AND 2.0 FEET EAST FROM A WHITE WOODEN WITNESS POST, AND MARK
 BN0838'PROJECTING 0.3 FOOT ABOVE GROUND.
 BN0838
 BN0838                          STATION RECOVERY (1993)
 BN0838
 BN0838'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1114 ***********************************************************************
 AW1114  DESIGNATION -  G 465
 AW1114  PID         -  AW1114
 AW1114  STATE/COUNTY-  TX/HARRIS
 AW1114  USGS QUAD   -  PASADENA (1995)
 AW1114
 AW1114                         *CURRENT SURVEY CONTROL
 AW1114  ___________________________________________________________________
 AW1114* NAD 83(1986)-  29 39 53.     (N)    095 14 13.     (W)     SCALED    
 AW1114* NAVD 88     -         9.979  (meters)      32.74   (feet)  ADJUSTED  
 AW1114  ___________________________________________________________________
 AW1114  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1114  DYNAMIC HT  -           9.965 (meters)      32.69  (feet)  COMP
 AW1114  MODELED GRAV-     979,278.8   (mgal)                       NAVD 88
 AW1114  OBS GRAVITY -     979,280.9   (mgal)                       GRAV_OBS
 AW1114
 AW1114  VERT ORDER  -  FIRST     CLASS I
 AW1114
 AW1114.The horizontal coordinates were scaled from a topographic map and have
 AW1114.an estimated accuracy of +/- 6 seconds.
 AW1114
 AW1114.The orthometric height was determined by differential leveling
 AW1114.and adjusted by the National Geodetic Survey in June 1991..
 AW1114
 AW1114.The geoid height was determined by GEOID03.
 AW1114
 AW1114.The dynamic height is computed by dividing the NAVD 88
 AW1114.geopotential number by the normal gravity value computed on the
 AW1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1114.degrees latitude (g = 980.6199 gals.).
 AW1114
 AW1114.The modeled gravity was interpolated from observed gravity values.
 AW1114.The observed gravity was obtained from relative gravimeter ties
 AW1114.to the IGSN71 gravity network.
 AW1114
 AW1114;                    North         East    Units  Estimated Accuracy
 AW1114;SPC TXSC     - 4,208,830.      964,190.      MT  (+/- 180 meters Scaled)
 AW1114
 AW1114                          SUPERSEDED SURVEY CONTROL
 AW1114
 AW1114  NGVD 29 (12/23/87)    9.976  (m)           32.73   (f) ADJUSTED    1 1
 AW1114
 AW1114.Superseded values are not recommended for survey control.
 AW1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1114.See file dsdata.txt to determine how the superseded data were derived.
 AW1114
 AW1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN835837(NAD 83)
 AW1114_MARKER: DB = BENCH MARK DISK
 AW1114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1114_SP_SET: RETAINING WALL
 AW1114_STAMPING: G 465 1951
 AW1114_MARK LOGO: CGS   
 AW1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1114+STABILITY: SURFACE MOTION
 AW1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1114+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1114
 AW1114  HISTORY     - Date     Condition        Report By
 AW1114  HISTORY     - 1951     MONUMENTED       CGS
 AW1114  HISTORY     - 1973     POOR             NGS
 AW1114  HISTORY     - 1976     POOR             NGS
 AW1114  HISTORY     - 1976     POOR             NGS
 AW1114  HISTORY     - 1978     GOOD             NGS
 AW1114  HISTORY     - 1983     GOOD             NGS
 AW1114  HISTORY     - 1987     GOOD             USPSQD
 AW1114  HISTORY     - 1987     GOOD             USPSQD
 AW1114  HISTORY     - 1987     GOOD             USPSQD
 AW1114  HISTORY     - 1987     POOR             USPSQD
 AW1114  HISTORY     - 1987     GOOD             USPSQD
 AW1114  HISTORY     - 1987     POOR             USPSQD
 AW1114  HISTORY     - 1987     GOOD             USPSQD
 AW1114  HISTORY     - 1987     GOOD             USPSQD
 AW1114  HISTORY     - 1987     GOOD             USPSQD
 AW1114  HISTORY     - 1987     GOOD             NGS
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     POOR             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     POOR             USPSQD
 AW1114  HISTORY     - 1988     POOR             USPSQD
 AW1114  HISTORY     - 1988     POOR             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1988     GOOD             USPSQD
 AW1114  HISTORY     - 1989     GOOD             USPSQD
 AW1114  HISTORY     - 1989     GOOD             USPSQD
 AW1114  HISTORY     - 1989     GOOD             USPSQD
 AW1114  HISTORY     - 1989     GOOD             USPSQD
 AW1114  HISTORY     - 1989     POOR             USPSQD
 AW1114  HISTORY     - 1989     GOOD             USPSQD
 AW1114  HISTORY     - 1989     GOOD             USPSQD
 AW1114  HISTORY     - 1990     GOOD             USPSQD
 AW1114  HISTORY     - 19980307 GOOD             USPSQD
 AW1114  HISTORY     - 20000311 GOOD             USPSQD
 AW1114  HISTORY     - 20010331 GOOD             NGS
 AW1114  HISTORY     - 20031012 GOOD             USPSQD
 AW1114  HISTORY     - 20041125 GOOD             USPSQD
 AW1114  HISTORY     - 20060520 GOOD             USPSQD
 AW1114
 AW1114                          STATION DESCRIPTION
 AW1114
 AW1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1114'IN SOUTH HOUSTON.
 AW1114'AT SOUTH HOUSTON AT THE SITE OF THE GALVESTON-HOUSTON-HENDERSON
 AW1114'RAILROAD STATION (NO LONGER EXISTING), ABOUT 0.15 MILE NORTHWEST OF
 AW1114'THE CROSSING OF COLLEGE AVE., 78 FEET NORTHEAST OF THE CENTER LINE OF
 AW1114'STATE HIGHWAY 3, 52 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 AW1114'MAIN TRACK, SET IN THE TOP OF A 2-FOOT HIGH CONCRETE RETAINING WALL
 AW1114'(WHICH IS BROKEN AND LEANING TO THE SOUTHWEST).
 AW1114
 AW1114                          STATION RECOVERY (1976)
 AW1114
 AW1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1114'MARK RECOVERED IN POOR CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1976)
 AW1114
 AW1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1114'MARK RECOVERED IN POOR CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1978)
 AW1114
 AW1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1983)
 AW1114
 AW1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1114'RECOVERED IN GOOD CONDITION.  NOTE, 5.5 METERS (18.0 FT) NORTH OF A
 AW1114'SUPPORT POLE WITH A FLOOD LIGHT ATTACHED.
 AW1114
 AW1114                          STATION RECOVERY (1987)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1987)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1987)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1987 (EAG)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1987)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1114'MARK RECOVERED IN POOR CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1987)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1987 (KFT)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1987)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1114'MARK RECOVERED IN POOR CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1987)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1987)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1987)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1987)
 AW1114
 AW1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1114'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--9.8 M
 AW1114'(32.2 FT) NORTHWEST OF THE SOUTHEAST END OF THE WALL.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW1114'MARK RECOVERED IN POOR CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1114'MARK RECOVERED IN POOR CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW1114'MARK RECOVERED IN POOR CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (MAP)
 AW1114'MARK RECOVERED IN POOR CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1988)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1989)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1989)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1989)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1989)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1989)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1114'MARK RECOVERED IN POOR CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1989)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1989)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1990)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (1998)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (2000)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (2001)
 AW1114
 AW1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1114'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1114
 AW1114                          STATION RECOVERY (2003)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1114'RECOVERED IN GOOD CONDITION.
 AW1114
 AW1114                          STATION RECOVERY (2004)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1114'ORANGE PAINT AROUND THE MARK AND THE NUMBERS AW1114.
 AW1114
 AW1114                          STATION RECOVERY (2006)
 AW1114
 AW1114'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1114'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0649 ***********************************************************************
 AY0649  DESIGNATION -  G 466
 AY0649  PID         -  AY0649
 AY0649  STATE/COUNTY-  TX/BEXAR
 AY0649  USGS QUAD   -  TERRELL WELLS (1992)
 AY0649
 AY0649                         *CURRENT SURVEY CONTROL
 AY0649  ___________________________________________________________________
 AY0649* NAD 83(1986)-  29 21 15.     (N)    098 36 13.     (W)     SCALED    
 AY0649* NAVD 88     -       211.603  (meters)     694.23   (feet)  ADJUSTED  
 AY0649  ___________________________________________________________________
 AY0649  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AY0649  DYNAMIC HT  -         211.297 (meters)     693.23  (feet)  COMP
 AY0649  MODELED GRAV-     979,191.9   (mgal)                       NAVD 88
 AY0649
 AY0649  VERT ORDER  -  FIRST     CLASS II
 AY0649
 AY0649.The horizontal coordinates were scaled from a topographic map and have
 AY0649.an estimated accuracy of +/- 6 seconds.
 AY0649
 AY0649.The orthometric height was determined by differential leveling
 AY0649.and adjusted by the National Geodetic Survey in June 1991..
 AY0649
 AY0649.The geoid height was determined by GEOID03.
 AY0649
 AY0649.The dynamic height is computed by dividing the NAVD 88
 AY0649.geopotential number by the normal gravity value computed on the
 AY0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0649.degrees latitude (g = 980.6199 gals.).
 AY0649
 AY0649.The modeled gravity was interpolated from observed gravity values.
 AY0649
 AY0649;                    North         East    Units  Estimated Accuracy
 AY0649;SPC TXSC     - 4,168,610.      638,490.      MT  (+/- 180 meters Scaled)
 AY0649
 AY0649                          SUPERSEDED SURVEY CONTROL
 AY0649
 AY0649  NGVD 29 (??/??/92)  211.501  (m)          693.90   (f) ADJ UNCH    1 2
 AY0649
 AY0649.Superseded values are not recommended for survey control.
 AY0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0649.See file dsdata.txt to determine how the superseded data were derived.
 AY0649
 AY0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT384472(NAD 83)
 AY0649_MARKER: DB = BENCH MARK DISK
 AY0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0649_STAMPING: G 466 1952
 AY0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0649+STABILITY: SURFACE MOTION
 AY0649
 AY0649  HISTORY     - Date     Condition        Report By
 AY0649  HISTORY     - 1952     MONUMENTED       CGS
 AY0649  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0649  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0649
 AY0649                          STATION DESCRIPTION
 AY0649
 AY0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0649'IN SAN ANTONIO.
 AY0649'AT SAN ANTONIO, AT THE INTERSECTION OF DWYER ROAD AND PEARSALL ROAD,
 AY0649'41 FEET SOUTH OF THE CENTER LINE OF DWYER ROAD, 40 FEET NORTHWEST OF
 AY0649'THE CENTER LINE OF PEARSALL ROAD, 15 FEET NORTH OF AN 18 INCH MESQUITE
 AY0649'TREE, 33 FEET SOUTHWEST OF A TELEPHONE POLE, SET IN THE TOP OF A
 AY0649'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0649
 AY0649                          STATION RECOVERY (1966)
 AY0649
 AY0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0649'MARK NOT FOUND.
 AY0649
 AY0649                          STATION RECOVERY (1999)
 AY0649
 AY0649'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0650 ***********************************************************************
 AY0650  DESIGNATION -  G 466 RESET 1962
 AY0650  PID         -  AY0650
 AY0650  STATE/COUNTY-  TX/BEXAR
 AY0650  USGS QUAD   -  TERRELL WELLS (1992)
 AY0650
 AY0650                         *CURRENT SURVEY CONTROL
 AY0650  ___________________________________________________________________
 AY0650* NAD 83(1986)-  29 21 15.     (N)    098 36 13.     (W)     SCALED    
 AY0650* NAVD 88     -       210.75   (meters)     691.4    (feet)  RESET     
 AY0650  ___________________________________________________________________
 AY0650  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AY0650
 AY0650  VERT ORDER  -  THIRD
 AY0650
 AY0650.The horizontal coordinates were scaled from a topographic map and have
 AY0650.an estimated accuracy of +/- 6 seconds.
 AY0650
 AY0650.The orthometric height was computed from unverified reset data.
 AY0650
 AY0650.The geoid height was determined by GEOID03.
 AY0650
 AY0650;                    North         East    Units  Estimated Accuracy
 AY0650;SPC TXSC     - 4,168,610.      638,490.      MT  (+/- 180 meters Scaled)
 AY0650
 AY0650                          SUPERSEDED SURVEY CONTROL
 AY0650
 AY0650.No superseded survey control is available for this station.
 AY0650
 AY0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT384472(NAD 83)
 AY0650_MARKER: DB = BENCH MARK DISK
 AY0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0650_STAMPING: G 466 RESET 1962
 AY0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0650+STABILITY: SURFACE MOTION
 AY0650
 AY0650  HISTORY     - Date     Condition        Report By
 AY0650  HISTORY     - 1962     MONUMENTED       CGS
 AY0650  HISTORY     - 19991027 GOOD             USPSQD
 AY0650
 AY0650                          STATION DESCRIPTION
 AY0650
 AY0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AY0650'IN SAN ANTONIO.
 AY0650'TO REACH FROM THE JUNCTION OF LOOP 13 AND PEARSALL ROAD, IN THE SOUTH
 AY0650'PART OF SAN ANTONIO, (THIS JUNCTION IS THE FIRST ROAD LEADING
 AY0650'SOUTHWEST AFTER CROSSING THE BRIDGE OVER LEON CREEK COMING FROM SAN
 AY0650'ANTONIO.) GO SOUTHWEST ALONG PEARSALL ROAD 1.2 MILES TO JUNCTION OF
 AY0650'DWYER ROAD AND BENCH MARK IN WEST ANGLE OF ROAD INTERSECTION, 95 FEET
 AY0650'NORTHWEST OF THE CENTERLINE OF PEARSALL ROAD, 120 FEET SOUTHWEST OF
 AY0650'THE CENTERLINE OF DWYER ROAD, 92 FEET SOUTH OF A GUYED TELEPHONE POLE,
 AY0650'2 FEET SOUTH OF A METAL WITNESS POST, AND 1 FOOT WEST OF A FENCE. A
 AY0650'STANDARD DISK STAMPED G 466 RESET 1962 AND SET IN A 10 X 10 IN.
 AY0650'CONCRETE POST WHICH PROJECTS 3 INCHES.
 AY0650
 AY0650                          STATION RECOVERY (1999)
 AY0650
 AY0650'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0187 ***********************************************************************
 CC0187  DESIGNATION -  G 467
 CC0187  PID         -  CC0187
 CC0187  STATE/COUNTY-  TX/PECOS
 CC0187  USGS QUAD   -  OWEGO (1972)
 CC0187
 CC0187                         *CURRENT SURVEY CONTROL
 CC0187  ___________________________________________________________________
 CC0187* NAD 83(1986)-  31 03 38.     (N)    102 31 56.     (W)     SCALED    
 CC0187* NAVD 88     -       735.576  (meters)    2413.30   (feet)  ADJUSTED  
 CC0187  ___________________________________________________________________
 CC0187  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CC0187  DYNAMIC HT  -         734.539 (meters)    2409.90  (feet)  COMP
 CC0187  MODELED GRAV-     979,206.7   (mgal)                       NAVD 88
 CC0187
 CC0187  VERT ORDER  -  SECOND    CLASS 0
 CC0187
 CC0187.The horizontal coordinates were scaled from a topographic map and have
 CC0187.an estimated accuracy of +/- 6 seconds.
 CC0187
 CC0187.The orthometric height was determined by differential leveling
 CC0187.and adjusted by the National Geodetic Survey in June 1991..
 CC0187
 CC0187.The geoid height was determined by GEOID03.
 CC0187
 CC0187.The dynamic height is computed by dividing the NAVD 88
 CC0187.geopotential number by the normal gravity value computed on the
 CC0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0187.degrees latitude (g = 980.6199 gals.).
 CC0187
 CC0187.The modeled gravity was interpolated from observed gravity values.
 CC0187
 CC0187;                    North         East    Units  Estimated Accuracy
 CC0187;SPC TX C     - 3,156,590.      490,170.      MT  (+/- 180 meters Scaled)
 CC0187
 CC0187                          SUPERSEDED SURVEY CONTROL
 CC0187
 CC0187  NGVD 29 (??/??/92)  735.367  (m)         2412.62   (f) ADJ UNCH    2 0
 CC0187
 CC0187.Superseded values are not recommended for survey control.
 CC0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0187.See file dsdata.txt to determine how the superseded data were derived.
 CC0187
 CC0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ354389(NAD 83)
 CC0187_MARKER: DB = BENCH MARK DISK
 CC0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0187_STAMPING: G 467 1935 2412.617
 CC0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0187+STABILITY: SURFACE MOTION
 CC0187
 CC0187  HISTORY     - Date     Condition        Report By
 CC0187  HISTORY     - 1935     MONUMENTED       CGS
 CC0187  HISTORY     - 1958     GOOD             NGS
 CC0187
 CC0187                          STATION DESCRIPTION
 CC0187
 CC0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0187'19.35 MI SW FROM MCCAMEY.
 CC0187'ABOUT 19.35 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0187'FROM THE STATION AT MCCAMEY, 7 FEET NORTHWEST OF MILEPOST 858, 49 FEET
 CC0187'NORTHWEST OF THE NORTHWEST RAIL, ABOUT 0.25 MILE SOUTHWEST OF A
 CC0187'PRIVATE ROAD CROSSING, 28 FEET SOUTHEAST OF THE CENTER LINE OF A
 CC0187'GRADED DIRT ROAD, 1 FOOT NORTHWEST OF A WOVEN WIRE FENCE, 1 FOOT
 CC0187'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW THE
 CC0187'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 CC0187'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0226 ***********************************************************************
 BP0226  DESIGNATION -  G 468
 BP0226  PID         -  BP0226
 BP0226  STATE/COUNTY-  TX/PECOS
 BP0226  USGS QUAD   -  CHANCELLOR (1980)
 BP0226
 BP0226                         *CURRENT SURVEY CONTROL
 BP0226  ___________________________________________________________________
 BP0226* NAD 83(1986)-  30 40 07.     (N)    103 12 42.     (W)     SCALED    
 BP0226* NAVD 88     -      1054.355  (meters)    3459.16   (feet)  ADJUSTED  
 BP0226  ___________________________________________________________________
 BP0226  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BP0226  DYNAMIC HT  -        1052.711 (meters)    3453.77  (feet)  COMP
 BP0226  MODELED GRAV-     979,046.4   (mgal)                       NAVD 88
 BP0226
 BP0226  VERT ORDER  -  SECOND    CLASS 0
 BP0226
 BP0226.The horizontal coordinates were scaled from a topographic map and have
 BP0226.an estimated accuracy of +/- 6 seconds.
 BP0226
 BP0226.The orthometric height was determined by differential leveling
 BP0226.and adjusted by the National Geodetic Survey in June 1991..
 BP0226
 BP0226.The geoid height was determined by GEOID03.
 BP0226
 BP0226.The dynamic height is computed by dividing the NAVD 88
 BP0226.geopotential number by the normal gravity value computed on the
 BP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0226.degrees latitude (g = 980.6199 gals.).
 BP0226
 BP0226.The modeled gravity was interpolated from observed gravity values.
 BP0226
 BP0226;                    North         East    Units  Estimated Accuracy
 BP0226;SPC TX C     - 3,114,640.      424,220.      MT  (+/- 180 meters Scaled)
 BP0226
 BP0226                          SUPERSEDED SURVEY CONTROL
 BP0226
 BP0226  NGVD 29 (??/??/92) 1053.974  (m)         3457.91   (f) ADJ UNCH    2 0
 BP0226
 BP0226.Superseded values are not recommended for survey control.
 BP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0226.See file dsdata.txt to determine how the superseded data were derived.
 BP0226
 BP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP713942(NAD 83)
 BP0226_MARKER: DB = BENCH MARK DISK
 BP0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0226_STAMPING: G 468 1935 3457.913
 BP0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0226+STABILITY: SURFACE MOTION
 BP0226
 BP0226  HISTORY     - Date     Condition        Report By
 BP0226  HISTORY     - 1935     MONUMENTED       CGS
 BP0226  HISTORY     - 1958     GOOD             NGS
 BP0226
 BP0226                          STATION DESCRIPTION
 BP0226
 BP0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0226'25.3 MI SW FROM FORT STOCKTON.
 BP0226'ABOUT 25.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0226'FROM THE STATION AT FORT STOCKTON, 4 1/2 FEET NORTHWEST OF MILEPOST
 BP0226'907, 48 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 50 FEET SOUTHEAST OF
 BP0226'THE CENTER LINE OF A GRADED DIRT ROAD, 1 FOOT SOUTHWEST OF A WHITE
 BP0226'WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 BP0226'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0750 ***********************************************************************
 AH0750  DESIGNATION -  G 47
 AH0750  PID         -  AH0750
 AH0750  STATE/COUNTY-  TX/NUECES
 AH0750  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0750
 AH0750                         *CURRENT SURVEY CONTROL
 AH0750  ___________________________________________________________________
 AH0750* NAD 83(1986)-  27 35 05.     (N)    097 48 02.     (W)     SCALED    
 AH0750* NAVD 88     -        19.833  (meters)      65.07   (feet)  ADJUSTED  
 AH0750  ___________________________________________________________________
 AH0750  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AH0750  DYNAMIC HT  -          19.803 (meters)      64.97  (feet)  COMP
 AH0750  MODELED GRAV-     979,102.2   (mgal)                       NAVD 88
 AH0750
 AH0750  VERT ORDER  -  FIRST     CLASS II
 AH0750
 AH0750.The horizontal coordinates were scaled from a topographic map and have
 AH0750.an estimated accuracy of +/- 6 seconds.
 AH0750
 AH0750.The orthometric height was determined by differential leveling
 AH0750.and adjusted by the National Geodetic Survey in June 1991..
 AH0750.WARNING-Repeat measurements at this control monument indicate possible
 AH0750.vertical movement.
 AH0750
 AH0750.The geoid height was determined by GEOID03.
 AH0750
 AH0750.The dynamic height is computed by dividing the NAVD 88
 AH0750.geopotential number by the normal gravity value computed on the
 AH0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0750.degrees latitude (g = 980.6199 gals.).
 AH0750
 AH0750.The modeled gravity was interpolated from observed gravity values.
 AH0750
 AH0750;                    North         East    Units  Estimated Accuracy
 AH0750;SPC TX S     - 5,212,700.      369,060.      MT  (+/- 180 meters Scaled)
 AH0750
 AH0750                          SUPERSEDED SURVEY CONTROL
 AH0750
 AH0750  NGVD 29 (??/??/92)   19.913  (m)           65.33   (f) ADJ UNCH    1 2
 AH0750
 AH0750.Superseded values are not recommended for survey control.
 AH0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0750.See file dsdata.txt to determine how the superseded data were derived.
 AH0750
 AH0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR183517(NAD 83)
 AH0750_MARKER: DB = BENCH MARK DISK
 AH0750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0750_SP_SET: BUILDING
 AH0750_STAMPING: G 47 1917
 AH0750_MARK LOGO: CGS   
 AH0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0750
 AH0750  HISTORY     - Date     Condition        Report By
 AH0750  HISTORY     - 1917     MONUMENTED       CGS
 AH0750  HISTORY     - 1975     GOOD             USGS
 AH0750  HISTORY     - 1981     GOOD             NGS
 AH0750  HISTORY     - 19970726 GOOD             USPSQD
 AH0750  HISTORY     - 20011006 GOOD             USPSQD
 AH0750
 AH0750                          STATION DESCRIPTION
 AH0750
 AH0750'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0750'IN BISHOP.
 AH0750'AT BISHOP, AT THE INTERSECTION OF MAIN STREET AND N. ASH AVE, IN THE
 AH0750'WALL OF THE FIRST BUILDING ON THE SE CORNER OF INTERSECTION, NOW
 AH0750'OCCUPIED BY WESTERN AUTO STORE, 14 FT. EAST OF THE CENTER OF THE DOOR,
 AH0750'4 FT. ABOVE THE SIDEWALK, SET VERTICALLY IN THE NORTH BRICK WALL OF
 AH0750'BUILDING, A STANDARD DISK.
 AH0750
 AH0750                          STATION RECOVERY (1981)
 AH0750
 AH0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0750'RECOVERED THIS DATE.  NOTE-LOCATED AT THE JUNCTION OF EAST MAIN AND
 AH0750'NORTH ASH AVENUE, (GARCIAS FURNITURE STORE BUILDING IN BISHOP).
 AH0750
 AH0750                          STATION RECOVERY (1997)
 AH0750
 AH0750'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0750'RECOVERED IN GOOD CONDITION.
 AH0750
 AH0750                          STATION RECOVERY (2001)
 AH0750
 AH0750'RECOVERY NOTE BY US POWER SQUADRON 2001 (LKL)
 AH0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0410 ***********************************************************************
 CC0410  DESIGNATION -  G 470
 CC0410  PID         -  CC0410
 CC0410  STATE/COUNTY-  TX/REEVES
 CC0410  USGS QUAD   -  BALMORHEA (1980)
 CC0410
 CC0410                         *CURRENT SURVEY CONTROL
 CC0410  ___________________________________________________________________
 CC0410* NAD 83(1986)-  30 59 58.     (N)    103 43 46.     (W)     SCALED    
 CC0410* NAVD 88     -       960.813  (meters)    3152.27   (feet)  POSTED    
 CC0410  ___________________________________________________________________
 CC0410  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CC0410  DYNAMIC HT  -         959.360 (meters)    3147.50  (feet)  COMP
 CC0410  MODELED GRAV-     979,096.4   (mgal)                       NAVD 88
 CC0410
 CC0410  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CC0410
 CC0410.The horizontal coordinates were scaled from a topographic map and have
 CC0410.an estimated accuracy of +/- 6 seconds.
 CC0410
 CC0410.The orthometric height was determined by differential leveling
 CC0410.and adjusted by the National Geodetic Survey in 1992..
 CC0410.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CC0410.rate of 2.1 thru 3.0 mm/km.
 CC0410
 CC0410.The geoid height was determined by GEOID03.
 CC0410
 CC0410.The dynamic height is computed by dividing the NAVD 88
 CC0410.geopotential number by the normal gravity value computed on the
 CC0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0410.degrees latitude (g = 980.6199 gals.).
 CC0410
 CC0410.The modeled gravity was interpolated from observed gravity values.
 CC0410
 CC0410;                    North         East    Units  Estimated Accuracy
 CC0410;SPC TX C     - 3,152,700.      375,740.      MT  (+/- 180 meters Scaled)
 CC0410
 CC0410                          SUPERSEDED SURVEY CONTROL
 CC0410
 CC0410  NGVD 29 (??/??/92)  960.523  (m)         3151.32   (f) ADJ UNCH    2 0
 CC0410
 CC0410.Superseded values are not recommended for survey control.
 CC0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0410.See file dsdata.txt to determine how the superseded data were derived.
 CC0410
 CC0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ213302(NAD 83)
 CC0410_MARKER: DB = BENCH MARK DISK
 CC0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0410_STAMPING: G 470 1934 3151.401
 CC0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0410+STABILITY: SURFACE MOTION
 CC0410
 CC0410  HISTORY     - Date     Condition        Report By
 CC0410  HISTORY     - 1934     MONUMENTED       CGS
 CC0410  HISTORY     - 1966     GOOD             NGS
 CC0410
 CC0410                          STATION DESCRIPTION
 CC0410
 CC0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CC0410'1.2 MI NE FROM BALMORHEA.
 CC0410'ABOUT 0.7 MILES EAST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 17 FROM
 CC0410'THE POST OFFICE AT BALMORHEA, THENCE 0.5 MILES NORTHEAST ALONG THE
 CC0410'PECOS VALLEY SOUTHERN RAILWAY, 5 POLES NORTH OF MILEPOST 35, 27 1/2
 CC0410'FEET WEST OF THE WEST RAIL, 6 1/2 RAILS NORTH OF THE NORTH END OF A
 CC0410'TRESTLE OVER TOYAH CREEK, 23 1/2 FEET SOUTHEAST OF THE SOUTH END OF A
 CC0410'CONCRETE HEADWALL OF A CULVERT UNDER THE RAILROAD, 22 FEET SOUTH OF A
 CC0410'FENCE CORNER, 3 FEET NORTH OF A POWER POLE, IN LINE WITH A ROW OF
 CC0410'POWER POLES, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, IN THE TOP
 CC0410'OF A CONCRETE POST 1.0 FEET BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0201 ***********************************************************************
 DP0201  DESIGNATION -  G 472
 DP0201  PID         -  DP0201
 DP0201  STATE/COUNTY-  TX/DICKENS
 DP0201  USGS QUAD   -  DICKENS NORTH (1981)
 DP0201
 DP0201                         *CURRENT SURVEY CONTROL
 DP0201  ___________________________________________________________________
 DP0201* NAD 83(1986)-  33 37 39.     (N)    100 45 53.     (W)     SCALED    
 DP0201* NAVD 88     -       695.587  (meters)    2282.11   (feet)  ADJUSTED  
 DP0201  ___________________________________________________________________
 DP0201  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DP0201  DYNAMIC HT  -         694.748 (meters)    2279.35  (feet)  COMP
 DP0201  MODELED GRAV-     979,407.5   (mgal)                       NAVD 88
 DP0201
 DP0201  VERT ORDER  -  SECOND    CLASS 0
 DP0201
 DP0201.The horizontal coordinates were scaled from a topographic map and have
 DP0201.an estimated accuracy of +/- 6 seconds.
 DP0201
 DP0201.The orthometric height was determined by differential leveling
 DP0201.and adjusted by the National Geodetic Survey in June 1991..
 DP0201
 DP0201.The geoid height was determined by GEOID03.
 DP0201
 DP0201.The dynamic height is computed by dividing the NAVD 88
 DP0201.geopotential number by the normal gravity value computed on the
 DP0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0201.degrees latitude (g = 980.6199 gals.).
 DP0201
 DP0201.The modeled gravity was interpolated from observed gravity values.
 DP0201
 DP0201;                    North         East    Units  Estimated Accuracy
 DP0201;SPC TXNC     - 2,219,710.      389,900.      MT  (+/- 180 meters Scaled)
 DP0201
 DP0201                          SUPERSEDED SURVEY CONTROL
 DP0201
 DP0201  NGVD 29 (??/??/92)  695.33   (m)         2281.3    (f) COMPUTED    2 0
 DP0201
 DP0201.Superseded values are not recommended for survey control.
 DP0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0201.See file dsdata.txt to determine how the superseded data were derived.
 DP0201
 DP0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC363222(NAD 83)
 DP0201_MARKER: DB = BENCH MARK DISK
 DP0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0201_STAMPING: G-472-1935
 DP0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0201+STABILITY: SURFACE MOTION
 DP0201
 DP0201  HISTORY     - Date     Condition        Report By
 DP0201  HISTORY     - 1935     MONUMENTED       CGS
 DP0201  HISTORY     - 1968     GOOD             USGS
 DP0201
 DP0201                          STATION DESCRIPTION
 DP0201
 DP0201'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0201'3.9 MI E FROM DICKENS.
 DP0201'3.9 MILES EAST ON U.S. 82 OF DICKENS, THENCE 0.4 MILES NORTH ON FARM
 DP0201'ROAD 265 THENCE 0.2 MILES WEST ON OLD RIGHT-OF-WAY TO DRIVE AT FARM
 DP0201'HOUSE, THENCE 315 FT. WEST ON OLD RIGHT-OF-WAY, THENCE 26 FT. NORTH OF
 DP0201'CENTER OF OLD ROAD TO CONCRETE POST WITH STANDARD DISK STAMPED
 DP0201'G-472-1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0288 ***********************************************************************
 DP0288  DESIGNATION -  G 474
 DP0288  PID         -  DP0288
 DP0288  STATE/COUNTY-  TX/GARZA
 DP0288  USGS QUAD   -  JUSTICEBURG NW (1969)
 DP0288
 DP0288                         *CURRENT SURVEY CONTROL
 DP0288  ___________________________________________________________________
 DP0288* NAD 83(1986)-  33 12 05.     (N)    101 07 50.     (W)     SCALED    
 DP0288* NAVD 88     -       722.536  (meters)    2370.52   (feet)  ADJUSTED  
 DP0288  ___________________________________________________________________
 DP0288  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 DP0288  DYNAMIC HT  -         721.635 (meters)    2367.56  (feet)  COMP
 DP0288  MODELED GRAV-     979,366.9   (mgal)                       NAVD 88
 DP0288
 DP0288  VERT ORDER  -  SECOND    CLASS 0
 DP0288
 DP0288.The horizontal coordinates were scaled from a topographic map and have
 DP0288.an estimated accuracy of +/- 6 seconds.
 DP0288
 DP0288.The orthometric height was determined by differential leveling
 DP0288.and adjusted by the National Geodetic Survey in June 1991..
 DP0288
 DP0288.The geoid height was determined by GEOID03.
 DP0288
 DP0288.The dynamic height is computed by dividing the NAVD 88
 DP0288.geopotential number by the normal gravity value computed on the
 DP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0288.degrees latitude (g = 980.6199 gals.).
 DP0288
 DP0288.The modeled gravity was interpolated from observed gravity values.
 DP0288
 DP0288;                    North         East    Units  Estimated Accuracy
 DP0288;SPC TXNC     - 2,173,260.      354,780.      MT  (+/- 180 meters Scaled)
 DP0288
 DP0288                          SUPERSEDED SURVEY CONTROL
 DP0288
 DP0288  NGVD 29 (??/??/92)  722.213  (m)         2369.46   (f) ADJ UNCH    2 0
 DP0288
 DP0288.Superseded values are not recommended for survey control.
 DP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0288.See file dsdata.txt to determine how the superseded data were derived.
 DP0288
 DP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB014756(NAD 83)
 DP0288_MARKER: DB = BENCH MARK DISK
 DP0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0288_STAMPING: G 474 1935
 DP0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0288+STABILITY: SURFACE MOTION
 DP0288
 DP0288  HISTORY     - Date     Condition        Report By
 DP0288  HISTORY     - 1935     MONUMENTED       CGS
 DP0288  HISTORY     - 1947     GOOD             NGS
 DP0288
 DP0288                          STATION DESCRIPTION
 DP0288
 DP0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DP0288'15.1 MI E FROM POST.
 DP0288'15.1 MILES EAST ALONG U. S. HIGHWAY 380 FROM POST, GARZA COUNTY, 50
 DP0288'YARDS WEST OF THE CENTER OF A CULVERT, 5 FEET SOUTH OF THE SOUTH
 DP0288'RIGHT-OF-WAY FENCE, AND IN A PASTURE (A FIREGUARD ROAD CURVES AROUND
 DP0288'THE MARK).  A STANDARD DISK, STAMPED G 474 1935 AND SET IN THE TOP OF
 DP0288'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0123 ***********************************************************************
 DP0123  DESIGNATION -  G 475
 DP0123  PID         -  DP0123
 DP0123  STATE/COUNTY-  TX/KENT
 DP0123  USGS QUAD   -  JAYTON SOUTH (1969)
 DP0123
 DP0123                         *CURRENT SURVEY CONTROL
 DP0123  ___________________________________________________________________
 DP0123* NAD 83(1986)-  33 13 19.     (N)    100 32 48.     (W)     SCALED    
 DP0123* NAVD 88     -       611.113  (meters)    2004.96   (feet)  ADJUSTED  
 DP0123  ___________________________________________________________________
 DP0123  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DP0123  DYNAMIC HT  -         610.362 (meters)    2002.50  (feet)  COMP
 DP0123  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 DP0123
 DP0123  VERT ORDER  -  SECOND    CLASS 0
 DP0123
 DP0123.The horizontal coordinates were scaled from a topographic map and have
 DP0123.an estimated accuracy of +/- 6 seconds.
 DP0123
 DP0123.The orthometric height was determined by differential leveling
 DP0123.and adjusted by the National Geodetic Survey in June 1991..
 DP0123
 DP0123.The geoid height was determined by GEOID03.
 DP0123
 DP0123.The dynamic height is computed by dividing the NAVD 88
 DP0123.geopotential number by the normal gravity value computed on the
 DP0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0123.degrees latitude (g = 980.6199 gals.).
 DP0123
 DP0123.The modeled gravity was interpolated from observed gravity values.
 DP0123
 DP0123;                    North         East    Units  Estimated Accuracy
 DP0123;SPC TXNC     - 2,174,320.      409,250.      MT  (+/- 180 meters Scaled)
 DP0123
 DP0123                          SUPERSEDED SURVEY CONTROL
 DP0123
 DP0123  NGVD 29 (??/??/92)  610.880  (m)         2004.20   (f) ADJ UNCH    2 0
 DP0123
 DP0123.Superseded values are not recommended for survey control.
 DP0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0123.See file dsdata.txt to determine how the superseded data were derived.
 DP0123
 DP0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB558769(NAD 83)
 DP0123_MARKER: DB = BENCH MARK DISK
 DP0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0123_STAMPING: G 475 1935
 DP0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0123+STABILITY: SURFACE MOTION
 DP0123
 DP0123  HISTORY     - Date     Condition        Report By
 DP0123  HISTORY     - 1935     MONUMENTED       CGS
 DP0123  HISTORY     - 1969     GOOD             USGS
 DP0123
 DP0123                          STATION DESCRIPTION
 DP0123
 DP0123'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0123'2.0 MI SE FROM JAYTON.
 DP0123'FROM THE KENT COUNTY COURT HOUSE AT JAYTON, GO SOUTH AND EAST 2.0
 DP0123'MILES ALONG STATE HIGHWAY 70 THEN U.S. HIGHWAY 380 TO AN ABANDONED
 DP0123'RAILROAD GRADE CROSSING HIGHWAY, THENCE 0.5 MILE SOUTHEAST ALONG GRADE
 DP0123'TO A TRACK ROAD CROSSING AND THE MARK ON THE RIGHT, 48 FEET SOUTHWEST
 DP0123'OF CENTERLINE OF GRADE, 33 FEET NORTH OF CENTERLINE OF TRACK ROAD, 18
 DP0123'FEET NORTHEAST OF A FENCE CORNER, 26 FEET NORTH OF NORTHWEST GATE
 DP0123'POST, 7 FEET EAST OF WITNESS POST, 3 FEET NORTH OF FENCE. A STANDARD
 DP0123'DISK, SET IN THE TOP OF A CONCRETE POST, 2.8 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0196 ***********************************************************************
 CU0196  DESIGNATION -  G 476
 CU0196  PID         -  CU0196
 CU0196  STATE/COUNTY-  TX/NOLAN
 CU0196  USGS QUAD   -  LAKE TRAMMELL (1969)
 CU0196
 CU0196                         *CURRENT SURVEY CONTROL
 CU0196  ___________________________________________________________________
 CU0196* NAD 83(1986)-  32 15 59.     (N)    100 27 31.     (W)     SCALED    
 CU0196* NAVD 88     -       754.546  (meters)    2475.54   (feet)  ADJUSTED  
 CU0196  ___________________________________________________________________
 CU0196  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CU0196  DYNAMIC HT  -         753.528 (meters)    2472.20  (feet)  COMP
 CU0196  MODELED GRAV-     979,264.9   (mgal)                       NAVD 88
 CU0196
 CU0196  VERT ORDER  -  SECOND    CLASS 0
 CU0196
 CU0196.The horizontal coordinates were scaled from a topographic map and have
 CU0196.an estimated accuracy of +/- 6 seconds.
 CU0196
 CU0196.The orthometric height was determined by differential leveling
 CU0196.and adjusted by the National Geodetic Survey in June 1991..
 CU0196
 CU0196.The geoid height was determined by GEOID03.
 CU0196
 CU0196.The dynamic height is computed by dividing the NAVD 88
 CU0196.geopotential number by the normal gravity value computed on the
 CU0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0196.degrees latitude (g = 980.6199 gals.).
 CU0196
 CU0196.The modeled gravity was interpolated from observed gravity values.
 CU0196
 CU0196;                    North         East    Units  Estimated Accuracy
 CU0196;SPC TXNC     - 2,068,230.      415,480.      MT  (+/- 180 meters Scaled)
 CU0196
 CU0196                          SUPERSEDED SURVEY CONTROL
 CU0196
 CU0196  NGVD 29 (??/??/92)  754.297  (m)         2474.72   (f) ADJ UNCH    2 0
 CU0196
 CU0196.Superseded values are not recommended for survey control.
 CU0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0196.See file dsdata.txt to determine how the superseded data were derived.
 CU0196
 CU0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA626708(NAD 83)
 CU0196_MARKER: DB = BENCH MARK DISK
 CU0196_SETTING: 66 = SET IN ROCK OUTCROP
 CU0196_SP_SET: OUTCROP
 CU0196_STAMPING: 3474.723 G 476 1935
 CU0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0196+STABILITY: POSITION/ELEVATION WELL
 CU0196
 CU0196  HISTORY     - Date     Condition        Report By
 CU0196  HISTORY     - 1935     MONUMENTED       CGS
 CU0196  HISTORY     - 1958     GOOD             NGS
 CU0196
 CU0196                          STATION DESCRIPTION
 CU0196
 CU0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0196'2.5 MI N FROM MARYNEAL.
 CU0196'2.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0196'STATION AT NO. 655.0, 37 FEET WEST OF THE CENTERLINE OF THE TRACK, IN
 CU0196'THE TOP OF A LIMESTONE OUTCROP, AND 2 FEET EAST OF THE FENCE.  A
 CU0196'STANDARD DISK, STAMPED 2474.723 G 476 1935.  NOTE-- IT IS 1 1/2 FEET
 CU0196'SOUTH OF THE BASE OF THE BRACE WIRE ATTACHED TO MILEPOST 655.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0063 ***********************************************************************
 CB0063  DESIGNATION -  G 477
 CB0063  PID         -  CB0063
 CB0063  STATE/COUNTY-  TX/CONCHO
 CB0063  USGS QUAD   -  LOWAKE (1984)
 CB0063
 CB0063                         *CURRENT SURVEY CONTROL
 CB0063  ___________________________________________________________________
 CB0063* NAD 83(1986)-  31 34 18.     (N)    100 05 33.     (W)     SCALED    
 CB0063* NAVD 88     -       534.580  (meters)    1753.87   (feet)  ADJUSTED  
 CB0063  ___________________________________________________________________
 CB0063  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 CB0063  DYNAMIC HT  -         533.863 (meters)    1751.52  (feet)  COMP
 CB0063  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 CB0063
 CB0063  VERT ORDER  -  SECOND    CLASS 0
 CB0063
 CB0063.The horizontal coordinates were scaled from a topographic map and have
 CB0063.an estimated accuracy of +/- 6 seconds.
 CB0063
 CB0063.The orthometric height was determined by differential leveling
 CB0063.and adjusted by the National Geodetic Survey in June 1991..
 CB0063
 CB0063.The geoid height was determined by GEOID03.
 CB0063
 CB0063.The dynamic height is computed by dividing the NAVD 88
 CB0063.geopotential number by the normal gravity value computed on the
 CB0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0063.degrees latitude (g = 980.6199 gals.).
 CB0063
 CB0063.The modeled gravity was interpolated from observed gravity values.
 CB0063
 CB0063;                    North         East    Units  Estimated Accuracy
 CB0063;SPC TX C     - 3,211,210.      722,860.      MT  (+/- 180 meters Scaled)
 CB0063
 CB0063                          SUPERSEDED SURVEY CONTROL
 CB0063
 CB0063  NGVD 29 (??/??/92)  534.460  (m)         1753.47   (f) ADJ UNCH    2 0
 CB0063
 CB0063.Superseded values are not recommended for survey control.
 CB0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0063.See file dsdata.txt to determine how the superseded data were derived.
 CB0063
 CB0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV963934(NAD 83)
 CB0063_MARKER: DB = BENCH MARK DISK
 CB0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0063_STAMPING: G 477 1935
 CB0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0063+STABILITY: SURFACE MOTION
 CB0063
 CB0063  HISTORY     - Date     Condition        Report By
 CB0063  HISTORY     - 1935     MONUMENTED       CGS
 CB0063  HISTORY     - 1955     POOR             NGS
 CB0063  HISTORY     - 1976     MARK NOT FOUND   USGS
 CB0063
 CB0063                          STATION DESCRIPTION
 CB0063
 CB0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CB0063'1.0 MI NW FROM LOWAKE.
 CB0063'1.0 MILE NORTHWEST ALONG THE ABANDONED GULF, COLORADO AND SANTA FE
 CB0063'RAILWAY FROM THE POST OFFICE AT LOWAKE, 250 YARDS SOUTHEAST OF THE
 CB0063'FORMER LOCATION OF MILEPOST 5, 300 YARDS NORTH OF A FARMHOUSE, 400
 CB0063'FEET NORTH OF THE NORTH FACE OF THE FRAME BARN ON THE A. W. SCHULKE
 CB0063'FARM, 14 YARDS SOUTH OF THE CENTERLINE OF THE OLD RAILROAD ROADBED, 15
 CB0063'FEET SOUTHEAST OF  A GATE, 12 FEET EAST OF THE CENTERLINE OF A
 CB0063'NORTH-AND-SOUTH LANE, AND 1 FOOT NORTHEAST OF THE FENCE.  A STANDARD
 CB0063'DISK, STAMPED G 477 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CB0063
 CB0063                          STATION RECOVERY (1976)
 CB0063
 CB0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CB0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0709 ***********************************************************************
 CA0709  DESIGNATION -  G 478
 CA0709  PID         -  CA0709
 CA0709  STATE/COUNTY-  TX/COLEMAN
 CA0709  USGS QUAD   -  BEAD MOUNTAIN (1987)
 CA0709
 CA0709                         *CURRENT SURVEY CONTROL
 CA0709  ___________________________________________________________________
 CA0709* NAD 83(1986)-  31 44 55.     (N)    099 32 46.     (W)     SCALED    
 CA0709* NAVD 88     -       544.935  (meters)    1787.84   (feet)  ADJUSTED  
 CA0709  ___________________________________________________________________
 CA0709  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CA0709  DYNAMIC HT  -         544.210 (meters)    1785.46  (feet)  COMP
 CA0709  MODELED GRAV-     979,292.7   (mgal)                       NAVD 88
 CA0709
 CA0709  VERT ORDER  -  SECOND    CLASS 0
 CA0709
 CA0709.The horizontal coordinates were scaled from a topographic map and have
 CA0709.an estimated accuracy of +/- 6 seconds.
 CA0709
 CA0709.The orthometric height was determined by differential leveling
 CA0709.and adjusted by the National Geodetic Survey in June 1991..
 CA0709
 CA0709.The geoid height was determined by GEOID03.
 CA0709
 CA0709.The dynamic height is computed by dividing the NAVD 88
 CA0709.geopotential number by the normal gravity value computed on the
 CA0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0709.degrees latitude (g = 980.6199 gals.).
 CA0709
 CA0709.The modeled gravity was interpolated from observed gravity values.
 CA0709
 CA0709;                    North         East    Units  Estimated Accuracy
 CA0709;SPC TX C     - 3,231,070.      774,590.      MT  (+/- 180 meters Scaled)
 CA0709
 CA0709                          SUPERSEDED SURVEY CONTROL
 CA0709
 CA0709  NGVD 29 (??/??/92)  544.814  (m)         1787.44   (f) ADJ UNCH    2 0
 CA0709
 CA0709.Superseded values are not recommended for survey control.
 CA0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0709.See file dsdata.txt to determine how the superseded data were derived.
 CA0709
 CA0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA482127(NAD 83)
 CA0709_MARKER: DB = BENCH MARK DISK
 CA0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0709_STAMPING: 1787.391 G 478 1935
 CA0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0709+STABILITY: SURFACE MOTION
 CA0709
 CA0709  HISTORY     - Date     Condition        Report By
 CA0709  HISTORY     - 1935     MONUMENTED       CGS
 CA0709  HISTORY     - 1940     GOOD             NGS
 CA0709
 CA0709                          STATION DESCRIPTION
 CA0709
 CA0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0709'0.2 MI E FROM VALERA.
 CA0709'0.2 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0709'STATION AT VALERA, COLEMAN COUNTY, 8-1/2 POLES WEST OF MILEPOST 11, AT
 CA0709'A ROAD CROSSING, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 50 FEET
 CA0709'SOUTH OF THE CENTERLINE OF THE TRACK, AND 5 FEET EAST OF A POLE. A
 CA0709'STANDARD DISK, STAMPED G 478 1935 AND SET IN THE TOP OF A CONCRETE
 CA0709'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0266 ***********************************************************************
 CS0266  DESIGNATION -  G 479
 CS0266  PID         -  CS0266
 CS0266  STATE/COUNTY-  TX/KAUFMAN
 CS0266  USGS QUAD   -  CEDARVALE (1981)
 CS0266
 CS0266                         *CURRENT SURVEY CONTROL
 CS0266  ___________________________________________________________________
 CS0266* NAD 83(1986)-  32 35 20.     (N)    096 05 34.     (W)     SCALED    
 CS0266* NAVD 88     -       121.336  (meters)     398.08   (feet)  ADJUSTED  
 CS0266  ___________________________________________________________________
 CS0266  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0266  DYNAMIC HT  -         121.199 (meters)     397.63  (feet)  COMP
 CS0266  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 CS0266
 CS0266  VERT ORDER  -  SECOND    CLASS 0
 CS0266
 CS0266.The horizontal coordinates were scaled from a topographic map and have
 CS0266.an estimated accuracy of +/- 6 seconds.
 CS0266
 CS0266.The orthometric height was determined by differential leveling
 CS0266.and adjusted by the National Geodetic Survey in June 1991..
 CS0266
 CS0266.The geoid height was determined by GEOID03.
 CS0266
 CS0266.The dynamic height is computed by dividing the NAVD 88
 CS0266.geopotential number by the normal gravity value computed on the
 CS0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0266.degrees latitude (g = 980.6199 gals.).
 CS0266
 CS0266.The modeled gravity was interpolated from observed gravity values.
 CS0266
 CS0266;                    North         East    Units  Estimated Accuracy
 CS0266;SPC TXNC     - 2,104,860.      825,960.      MT  (+/- 180 meters Scaled)
 CS0266
 CS0266                          SUPERSEDED SURVEY CONTROL
 CS0266
 CS0266  NGVD 29 (??/??/92)  121.348  (m)          398.12   (f) ADJ UNCH    2 0
 CS0266
 CS0266.Superseded values are not recommended for survey control.
 CS0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0266.See file dsdata.txt to determine how the superseded data were derived.
 CS0266
 CS0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB728094(NAD 83)
 CS0266_MARKER: DB = BENCH MARK DISK
 CS0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0266_STAMPING: G 479 1948
 CS0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0266+STABILITY: SURFACE MOTION
 CS0266
 CS0266  HISTORY     - Date     Condition        Report By
 CS0266  HISTORY     - 1948     MONUMENTED       CGS
 CS0266
 CS0266                          STATION DESCRIPTION
 CS0266
 CS0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0266'1.4 MI N FROM CEDARVALE.
 CS0266'1.4 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE CEDARVALE COTTON GIN
 CS0266'AT CEDARVALE, 0.85 MILE SOUTHWEST OF BENCH MARK F 479, AT THE
 CS0266'NORTHEAST END OF AN OFFSET IN THE ROAD, AT A JUNCTION WITH A TRAIL
 CS0266'LEADING NORTHEAST, 25.0 FEET EAST OF THE EXTENDED CENTER LINE OF THE
 CS0266'ROAD LEADING NORTH FROM THE NORTHEAST END OF THE OFFSET, 16.0 FEET
 CS0266'NORTHWEST OF THE CENTER LINE OF THE TRAIL, 10.2 FEET NORTHEAST OF A
 CS0266'FENCE CORNER, 2.6 FEET NORTHEAST OF A REFERENCE POST, 1.7 FEET
 CS0266'SOUTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CS0266'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0379 ***********************************************************************
 AB0379  DESIGNATION -  G 48
 AB0379  PID         -  AB0379
 AB0379  STATE/COUNTY-  TX/WILLACY
 AB0379  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0379
 AB0379                         *CURRENT SURVEY CONTROL
 AB0379  ___________________________________________________________________
 AB0379* NAD 83(1986)-  26 28 53.     (N)    097 47 02.     (W)     SCALED    
 AB0379* NAVD 88     -        11.107  (meters)      36.44   (feet)  ADJUSTED  
 AB0379  ___________________________________________________________________
 AB0379  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AB0379  DYNAMIC HT  -          11.089 (meters)      36.38  (feet)  COMP
 AB0379  MODELED GRAV-     979,046.1   (mgal)                       NAVD 88
 AB0379
 AB0379  VERT ORDER  -  FIRST     CLASS II
 AB0379
 AB0379.The horizontal coordinates were scaled from a topographic map and have
 AB0379.an estimated accuracy of +/- 6 seconds.
 AB0379
 AB0379.The orthometric height was determined by differential leveling
 AB0379.and adjusted by the National Geodetic Survey in June 1991..
 AB0379
 AB0379.The geoid height was determined by GEOID03.
 AB0379
 AB0379.The dynamic height is computed by dividing the NAVD 88
 AB0379.geopotential number by the normal gravity value computed on the
 AB0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0379.degrees latitude (g = 980.6199 gals.).
 AB0379
 AB0379.The modeled gravity was interpolated from observed gravity values.
 AB0379
 AB0379;                    North         East    Units  Estimated Accuracy
 AB0379;SPC TX S     - 5,090,470.      371,400.      MT  (+/- 180 meters Scaled)
 AB0379
 AB0379                          SUPERSEDED SURVEY CONTROL
 AB0379
 AB0379.No superseded survey control is available for this station.
 AB0379
 AB0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ212295(NAD 83)
 AB0379_MARKER: DB = BENCH MARK DISK
 AB0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0379_SP_SET: BUILDING
 AB0379_STAMPING: ELEV 36.608 FT G 48 1917
 AB0379_MARK LOGO: CGS   
 AB0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0379+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 AB0379
 AB0379  HISTORY     - Date     Condition        Report By
 AB0379  HISTORY     - 1917     MONUMENTED       CGS
 AB0379  HISTORY     - 1951     GOOD             NGS
 AB0379  HISTORY     - 1981     GOOD             NGS
 AB0379  HISTORY     - 1988     GOOD             USPSQD
 AB0379  HISTORY     - 1988     GOOD             USPSQD
 AB0379  HISTORY     - 20030801 GOOD             INDIV
 AB0379
 AB0379                          STATION DESCRIPTION
 AB0379
 AB0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AB0379'IN RAYMONDVILLE.
 AB0379'AT RAYMONDVILLE, WILLACY COUNTY, 1/2 BLOCK SOUTHWEST OF THE SOUTHERN
 AB0379'PACIFIC LINES STATION, AT THE DOUTHIT DRUG CO. BUILDING, IN THE NORTH
 AB0379'BRICK WALL, 1.3 FEET EAST OF THE EAST EDGE OF THE MAIN ENTRANCE, AND
 AB0379'4.7 FEET HIGHER THAN THE SIDEWALK.  A STANDARD DISK, SET VERTICALLY.
 AB0379
 AB0379                          STATION RECOVERY (1951)
 AB0379
 AB0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0379'RECOVERED IN GOOD CONDITION.
 AB0379
 AB0379                          STATION RECOVERY (1981)
 AB0379
 AB0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0379'0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 186 AND WEST HIDALGO AVENUE
 AB0379'FROM THE JUNCTION OF BUSINESS U.S. HIGHWAY 77, AT THE CENTRAL POWER
 AB0379'AND LIGHT COMPANY BUILDING, SET VERTICALLY IN THE NORTH BRICKWALL,
 AB0379'23.9 METERS (78.5 FT) EAST OF THE EAST CURB OF SOUTH SIXTH STREET,
 AB0379'2.3 METERS (7.5 FT) SOUTH OF THE SOUTH CURB OF WEST HIDALGO STREET,
 AB0379'AND 6.8 METERS (22.5 FT) WEST OF THE CENTERPOINT OF THE MAIN ENTRANCE
 AB0379'DOOR TO CENTRAL POWER AND LIGHT.
 AB0379'THE MARK IS 1.4 M ABOVE SIDEWALK.
 AB0379
 AB0379                          STATION RECOVERY (1988)
 AB0379
 AB0379'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0379'RECOVERED IN GOOD CONDITION.
 AB0379
 AB0379                          STATION RECOVERY (1988)
 AB0379
 AB0379'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0379'RECOVERED IN GOOD CONDITION.
 AB0379
 AB0379                          STATION RECOVERY (2003)
 AB0379
 AB0379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (EV)
 AB0379'RECOVERED BY MGM ENGINEERING, HARLINGEN TX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0275 ***********************************************************************
 CS0275  DESIGNATION -  G 480
 CS0275  PID         -  CS0275
 CS0275  STATE/COUNTY-  TX/KAUFMAN
 CS0275  USGS QUAD   -  OLA (1981)
 CS0275
 CS0275                         *CURRENT SURVEY CONTROL
 CS0275  ___________________________________________________________________
 CS0275* NAD 83(1986)-  32 30 59.     (N)    096 08 23.     (W)     SCALED    
 CS0275* NAVD 88     -       120.093  (meters)     394.01   (feet)  ADJUSTED  
 CS0275  ___________________________________________________________________
 CS0275  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0275  DYNAMIC HT  -         119.957 (meters)     393.56  (feet)  COMP
 CS0275  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 CS0275
 CS0275  VERT ORDER  -  SECOND    CLASS 0
 CS0275
 CS0275.The horizontal coordinates were scaled from a topographic map and have
 CS0275.an estimated accuracy of +/- 6 seconds.
 CS0275
 CS0275.The orthometric height was determined by differential leveling
 CS0275.and adjusted by the National Geodetic Survey in June 1991..
 CS0275
 CS0275.The geoid height was determined by GEOID03.
 CS0275
 CS0275.The dynamic height is computed by dividing the NAVD 88
 CS0275.geopotential number by the normal gravity value computed on the
 CS0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0275.degrees latitude (g = 980.6199 gals.).
 CS0275
 CS0275.The modeled gravity was interpolated from observed gravity values.
 CS0275
 CS0275;                    North         East    Units  Estimated Accuracy
 CS0275;SPC TXNC     - 2,096,720.      821,730.      MT  (+/- 180 meters Scaled)
 CS0275
 CS0275                          SUPERSEDED SURVEY CONTROL
 CS0275
 CS0275  NGVD 29 (??/??/92)  120.105  (m)          394.04   (f) ADJ UNCH    2 0
 CS0275
 CS0275.Superseded values are not recommended for survey control.
 CS0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0275.See file dsdata.txt to determine how the superseded data were derived.
 CS0275
 CS0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB686012(NAD 83)
 CS0275_MARKER: DB = BENCH MARK DISK
 CS0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0275_STAMPING: G 480 1948
 CS0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0275+STABILITY: SURFACE MOTION
 CS0275
 CS0275  HISTORY     - Date     Condition        Report By
 CS0275  HISTORY     - 1948     MONUMENTED       CGS
 CS0275
 CS0275                          STATION DESCRIPTION
 CS0275
 CS0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0275'3.7 MI NW FROM PRAIRIEVILLE.
 CS0275'3.7 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 CS0275'PRAIRIEVILLE, 0.35 MILE SOUTH AND 0.15 MILE SOUTHEAST OF BENCH MARK F
 CS0275'480, 0.15 MILE SOUTHEAST OF A ROAD INTERSECTION, 142.0 FEET SOUTHWEST
 CS0275'OF THE CENTER LINE OF THE ROAD, 26.1 FEET EAST OF THE NORTHEAST CORNER
 CS0275'OF A CONCRETE STEP AT THE NORTH ENTRANCE OF THE RAND JUNIOR HIGH
 CS0275'SCHOOL, 6.4 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING,
 CS0275'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 CS0275'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1016 ***********************************************************************
 AY1016  DESIGNATION -  G 481
 AY1016  PID         -  AY1016
 AY1016  STATE/COUNTY-  TX/BANDERA
 AY1016  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1016
 AY1016                         *CURRENT SURVEY CONTROL
 AY1016  ___________________________________________________________________
 AY1016* NAD 83(1986)-  29 41 26.     (N)    098 51 01.     (W)     SCALED    
 AY1016* NAVD 88     -       448.778  (meters)    1472.37   (feet)  ADJUSTED  
 AY1016  ___________________________________________________________________
 AY1016  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AY1016  DYNAMIC HT  -         448.120 (meters)    1470.21  (feet)  COMP
 AY1016  MODELED GRAV-     979,163.4   (mgal)                       NAVD 88
 AY1016
 AY1016  VERT ORDER  -  SECOND    CLASS 0
 AY1016
 AY1016.The horizontal coordinates were scaled from a topographic map and have
 AY1016.an estimated accuracy of +/- 6 seconds.
 AY1016
 AY1016.The orthometric height was determined by differential leveling
 AY1016.and adjusted by the National Geodetic Survey in June 1991..
 AY1016
 AY1016.The geoid height was determined by GEOID03.
 AY1016
 AY1016.The dynamic height is computed by dividing the NAVD 88
 AY1016.geopotential number by the normal gravity value computed on the
 AY1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1016.degrees latitude (g = 980.6199 gals.).
 AY1016
 AY1016.The modeled gravity was interpolated from observed gravity values.
 AY1016
 AY1016;                    North         East    Units  Estimated Accuracy
 AY1016;SPC TXSC     - 4,205,840.      614,490.      MT  (+/- 180 meters Scaled)
 AY1016
 AY1016                          SUPERSEDED SURVEY CONTROL
 AY1016
 AY1016  NGVD 29 (??/??/92)  448.670  (m)         1472.01   (f) ADJ UNCH    2 0
 AY1016
 AY1016.Superseded values are not recommended for survey control.
 AY1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1016.See file dsdata.txt to determine how the superseded data were derived.
 AY1016
 AY1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT144845(NAD 83)
 AY1016_MARKER: DB = BENCH MARK DISK
 AY1016_SETTING: 66 = SET IN ROCK OUTCROP
 AY1016_SP_SET: ROCK OUTCROP
 AY1016_STAMPING: G 481 1935
 AY1016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1016+STABILITY: POSITION/ELEVATION WELL
 AY1016
 AY1016  HISTORY     - Date     Condition        Report By
 AY1016  HISTORY     - 1935     MONUMENTED       CGS
 AY1016  HISTORY     - 1953     GOOD             NGS
 AY1016  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1016  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1016
 AY1016                          STATION DESCRIPTION
 AY1016
 AY1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1016'6.0 MI SE FROM PIPE CREEK.
 AY1016'6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1016'PIPE CREEK, AT THE CEDAR HILL RANCH, 188 FEET SOUTHWEST OF THE CENTER
 AY1016'LINE OF THE HIGHWAY, ON THE NORTH BANK OF A CREEK, 44 FEET NORTH OF
 AY1016'THE SOUTH EDGE OF A ROCK LEDGE, 119.5 FEET SOUTHWEST OF A FENCE, 36
 AY1016'FEET SOUTHEAST OF A FENCE, 12.0 FEET SOUTHWEST OF A WITNESS POST, 0.4
 AY1016'FOOT ABOVE THE GROUND, SET IN THE TOP OF A ROCK OUTCROP.
 AY1016
 AY1016                          STATION RECOVERY (1993)
 AY1016
 AY1016'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1016'MARK NOT FOUND.
 AY1016
 AY1016                          STATION RECOVERY (2005)
 AY1016
 AY1016'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0034 ***********************************************************************
 AZ0034  DESIGNATION -  G 482
 AZ0034  PID         -  AZ0034
 AZ0034  STATE/COUNTY-  TX/EDWARDS
 AZ0034  USGS QUAD   -  VANCE (1973)
 AZ0034
 AZ0034                         *CURRENT SURVEY CONTROL
 AZ0034  ___________________________________________________________________
 AZ0034* NAD 83(1986)-  29 45 41.     (N)    100 04 48.     (W)     SCALED    
 AZ0034* NAVD 88     -       507.037  (meters)    1663.50   (feet)  ADJUSTED  
 AZ0034  ___________________________________________________________________
 AZ0034  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 AZ0034  DYNAMIC HT  -         506.286 (meters)    1661.04  (feet)  COMP
 AZ0034  MODELED GRAV-     979,145.2   (mgal)                       NAVD 88
 AZ0034
 AZ0034  VERT ORDER  -  SECOND    CLASS 0
 AZ0034
 AZ0034.The horizontal coordinates were scaled from a topographic map and have
 AZ0034.an estimated accuracy of +/- 6 seconds.
 AZ0034
 AZ0034.The orthometric height was determined by differential leveling
 AZ0034.and adjusted by the National Geodetic Survey in June 1991..
 AZ0034
 AZ0034.The geoid height was determined by GEOID03.
 AZ0034
 AZ0034.The dynamic height is computed by dividing the NAVD 88
 AZ0034.geopotential number by the normal gravity value computed on the
 AZ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0034.degrees latitude (g = 980.6199 gals.).
 AZ0034
 AZ0034.The modeled gravity was interpolated from observed gravity values.
 AZ0034
 AZ0034;                    North         East    Units  Estimated Accuracy
 AZ0034;SPC TXSC     - 4,214,160.      495,560.      MT  (+/- 180 meters Scaled)
 AZ0034
 AZ0034                          SUPERSEDED SURVEY CONTROL
 AZ0034
 AZ0034  NGVD 29 (??/??/92)  506.968  (m)         1663.28   (f) ADJ UNCH    2 0
 AZ0034
 AZ0034.Superseded values are not recommended for survey control.
 AZ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0034.See file dsdata.txt to determine how the superseded data were derived.
 AZ0034
 AZ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT955928(NAD 83)
 AZ0034_MARKER: DB = BENCH MARK DISK
 AZ0034_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0034_SP_SET: OUTCROP
 AZ0034_STAMPING: G 482 1935
 AZ0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0034+STABILITY: POSITION/ELEVATION WELL
 AZ0034
 AZ0034  HISTORY     - Date     Condition        Report By
 AZ0034  HISTORY     - 1935     MONUMENTED       CGS
 AZ0034  HISTORY     - 1973     GOOD             USGS
 AZ0034
 AZ0034                          STATION DESCRIPTION
 AZ0034
 AZ0034'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0034'3.75 MI NW FROM BARKSDALE.
 AZ0034'JUNCTION OF STATE HIGHWAY 55 AND RANCH ROAD 335 NORTH OF BARKSDALE,
 AZ0034'3.1 MILES NORTHWEST OF ALONG HIGHWAY 55 TO ROAD JUNCTION NORTHWEST,
 AZ0034'0.35 MILE NORTHWEST ALONG GRADED ROAD, 0.15 MILE SOUTHEAST OF ROAD
 AZ0034'JUNCTION WEST, AT A CURVE, 72 FEET NORTHEAST OF CENTERLINE ROAD, 52
 AZ0034'FEET NORTHEAST OF FENCE AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD
 AZ0034'DISK, STAMPED G 482 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0641 ***********************************************************************
 CR0641  DESIGNATION -  G 483
 CR0641  PID         -  CR0641
 CR0641  STATE/COUNTY-  TX/VAN ZANDT
 CR0641  USGS QUAD   -  PHALBA (1984)
 CR0641
 CR0641                         *CURRENT SURVEY CONTROL
 CR0641  ___________________________________________________________________
 CR0641* NAD 83(1986)-  32 25 53.     (N)    095 58 12.     (W)     SCALED    
 CR0641* NAVD 88     -       139.947  (meters)     459.14   (feet)  ADJUSTED  
 CR0641  ___________________________________________________________________
 CR0641  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CR0641  DYNAMIC HT  -         139.786 (meters)     458.61  (feet)  COMP
 CR0641  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 CR0641
 CR0641  VERT ORDER  -  SECOND    CLASS 0
 CR0641
 CR0641.The horizontal coordinates were scaled from a topographic map and have
 CR0641.an estimated accuracy of +/- 6 seconds.
 CR0641
 CR0641.The orthometric height was determined by differential leveling
 CR0641.and adjusted by the National Geodetic Survey in June 1991..
 CR0641
 CR0641.The geoid height was determined by GEOID03.
 CR0641
 CR0641.The dynamic height is computed by dividing the NAVD 88
 CR0641.geopotential number by the normal gravity value computed on the
 CR0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0641.degrees latitude (g = 980.6199 gals.).
 CR0641
 CR0641.The modeled gravity was interpolated from observed gravity values.
 CR0641
 CR0641;                    North         East    Units  Estimated Accuracy
 CR0641;SPC TXNC     - 2,087,670.      837,900.      MT  (+/- 180 meters Scaled)
 CR0641
 CR0641                          SUPERSEDED SURVEY CONTROL
 CR0641
 CR0641  NGVD 29 (??/??/92)  139.956  (m)          459.17   (f) ADJ UNCH    2 0
 CR0641
 CR0641.Superseded values are not recommended for survey control.
 CR0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0641.See file dsdata.txt to determine how the superseded data were derived.
 CR0641
 CR0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR207921(NAD 83)
 CR0641_MARKER: DB = BENCH MARK DISK
 CR0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0641_STAMPING: G 483 1948
 CR0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0641+STABILITY: SURFACE MOTION
 CR0641
 CR0641  HISTORY     - Date     Condition        Report By
 CR0641  HISTORY     - 1948     MONUMENTED       CGS
 CR0641  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0641
 CR0641                          STATION DESCRIPTION
 CR0641
 CR0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0641'4.1 MI SW FROM JACKSON.
 CR0641'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 198 FROM THE ELEMENTARY SCHOOL
 CR0641'AT JACKSON, 0.45 MILE SOUTHWEST OF A JUNCTION WITH A ROAD LEADING
 CR0641'WEST, 137.4 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 50.1
 CR0641'FEET EAST OF THE EAST CORNER OF A BRICK FIREPLACE OF AN ABANDONED
 CR0641'FARMHOUSE, 23.0 FEET SOUTHWEST OF THE CENTER LINE OF A TRAIL LEADING
 CR0641'SOUTHEAST, 3.3 FEET SOUTHWEST OF A 14-INCH OAK TREE, 2.3 FEET
 CR0641'SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CR0641'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0641
 CR0641                          STATION RECOVERY (1995)
 CR0641
 CR0641'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0235 ***********************************************************************
 BY0235  DESIGNATION -  G 484
 BY0235  PID         -  BY0235
 BY0235  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0235  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0235
 BY0235                         *CURRENT SURVEY CONTROL
 BY0235  ___________________________________________________________________
 BY0235* NAD 83(1986)-  31 37 21.     (N)    094 15 00.     (W)     SCALED    
 BY0235* NAVD 88     -        74.88   (+/-2cm)     245.7    (feet)  VERTCON   
 BY0235  ___________________________________________________________________
 BY0235  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BY0235
 BY0235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0235
 BY0235.The horizontal coordinates were scaled from a topographic map and have
 BY0235.an estimated accuracy of +/- 6 seconds.
 BY0235
 BY0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0235.The vertical order pertains to the NGVD 29 superseded value.
 BY0235
 BY0235.The geoid height was determined by GEOID03.
 BY0235
 BY0235;                    North         East    Units  Estimated Accuracy
 BY0235;SPC TX C     - 3,232,600.    1,276,850.      MT  (+/- 180 meters Scaled)
 BY0235
 BY0235                          SUPERSEDED SURVEY CONTROL
 BY0235
 BY0235  NGVD 29 (??/??/92)   74.911  (m)          245.77   (f) ADJ UNCH    2 0
 BY0235
 BY0235.Superseded values are not recommended for survey control.
 BY0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0235.See file dsdata.txt to determine how the superseded data were derived.
 BY0235
 BY0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ814992(NAD 83)
 BY0235_MARKER: DB = BENCH MARK DISK
 BY0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0235_STAMPING: G-484 1949
 BY0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0235+STABILITY: SURFACE MOTION
 BY0235
 BY0235  HISTORY     - Date     Condition        Report By
 BY0235  HISTORY     - 1949     MONUMENTED       CGS
 BY0235  HISTORY     - 1958     GOOD             USGS
 BY0235
 BY0235                          STATION DESCRIPTION
 BY0235
 BY0235'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY0235'3.2 MI NE FROM CAMP WORTH.
 BY0235'5.75 MILES SOUTH ALONG THE JERICHO-CAMP WORTH ROAD FROM THE POWDRILL
 BY0235'GROCERY STORE AT JERICHO, TO ROAD FORK, THEN EAST AND SOUTHEAST 0.75
 BY0235'MILE ALONG GRADED DIRT ROAD, AT THE CROSSING OF THE FROST INDUSTRIES,
 BY0235'INC. RAILROAD (DISMANTLED), 177.0 FEET NORTHWEST OF THE CENTER OF THE
 BY0235'CROSSING, 121.7 FEET NORTH THE NORTH RAIL OF THE TRACK, 49.0 FEET EAST
 BY0235'OF THE CENTER LINE OF A SMALL STREAM, 31.0 FEET WEST OF THE CENTER
 BY0235'LINE OF THE ROAD, 19.3 FEET NORTHWEST OF A FENCE CORNER, 7.5 FEET WEST
 BY0235'OF A FENCE, 2.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF
 BY0235'A CONCRETE POST PROJECTING 1.0 FEET ABOVE GROUND.  STAMPED G-484 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0230 ***********************************************************************
 BY0230  DESIGNATION -  G 485
 BY0230  PID         -  BY0230
 BY0230  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0230  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0230
 BY0230                         *CURRENT SURVEY CONTROL
 BY0230  ___________________________________________________________________
 BY0230* NAD 83(1986)-  31 35 06.     (N)    094 14 01.     (W)     SCALED    
 BY0230* NAVD 88     -        93.84   (+/-2cm)     307.9    (feet)  VERTCON   
 BY0230  ___________________________________________________________________
 BY0230  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY0230
 BY0230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0230
 BY0230.The horizontal coordinates were scaled from a topographic map and have
 BY0230.an estimated accuracy of +/- 6 seconds.
 BY0230
 BY0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0230.The vertical order pertains to the NGVD 29 superseded value.
 BY0230
 BY0230.The geoid height was determined by GEOID03.
 BY0230
 BY0230;                    North         East    Units  Estimated Accuracy
 BY0230;SPC TX C     - 3,228,530.    1,278,630.      MT  (+/- 180 meters Scaled)
 BY0230
 BY0230                          SUPERSEDED SURVEY CONTROL
 BY0230
 BY0230  NGVD 29 (??/??/92)   93.874  (m)          307.98   (f) ADJ UNCH    2 0
 BY0230
 BY0230.Superseded values are not recommended for survey control.
 BY0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0230.See file dsdata.txt to determine how the superseded data were derived.
 BY0230
 BY0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ829950(NAD 83)
 BY0230_MARKER: DB = BENCH MARK DISK
 BY0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0230_STAMPING: G-485 1949
 BY0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0230+STABILITY: SURFACE MOTION
 BY0230
 BY0230  HISTORY     - Date     Condition        Report By
 BY0230  HISTORY     - 1949     MONUMENTED       CGS
 BY0230  HISTORY     - 1958     GOOD             USGS
 BY0230
 BY0230                          STATION DESCRIPTION
 BY0230
 BY0230'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY0230'4.6 MI SE FROM CAMP WORTH.
 BY0230'SAN AUGUSTINE CO. COURT HOUSE, 0.9 MILES WEST TO TRAFFIC CIRCLE THEN
 BY0230'NORTH ALONG U.S. 96 0.4 MILES TO FARM ROAD 711, THEN NORTHWEST ALONG
 BY0230'711 2.15 MILES TO ROAD FORK, THEN WEST ALONG GRADED DIRT ROAD 4.75
 BY0230'MILES TO JET, THEN NORTHWEST ALONG GRADED DIRT ROAD 2.23 MILES AT A
 BY0230'JET WITH A TRAIL LEADING WEST ON THE INSIDE OF A CURVE, 72 YARDS
 BY0230'(RACED) WEST OF A SMALL WOODEN CULVERT, 52.0 FEET NORTHEAST OF THE
 BY0230'CENTER LINE OF THE ROAD (MEASURED FROM THE CENTER OF THE CURVE AND THE
 BY0230'CENTER OF THE JET) 1.4 FEET SOUTHWEST OF FENCE, A STANDARD TABLET SET
 BY0230'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE GROUND.
 BY0230'STAMPED G-485 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0653 ***********************************************************************
 BY0653  DESIGNATION -  G 486
 BY0653  PID         -  BY0653
 BY0653  STATE/COUNTY-  TX/SHELBY
 BY0653  USGS QUAD   -  ARCADIA (1984)
 BY0653
 BY0653                         *CURRENT SURVEY CONTROL
 BY0653  ___________________________________________________________________
 BY0653* NAD 83(1986)-  31 46 45.     (N)    094 22 09.     (W)     SCALED    
 BY0653* NAVD 88     -       115.15   (+/-2cm)     377.8    (feet)  VERTCON   
 BY0653  ___________________________________________________________________
 BY0653  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY0653
 BY0653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0653
 BY0653.The horizontal coordinates were scaled from a topographic map and have
 BY0653.an estimated accuracy of +/- 6 seconds.
 BY0653
 BY0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0653.The vertical order pertains to the NGVD 29 superseded value.
 BY0653
 BY0653.The geoid height was determined by GEOID03.
 BY0653
 BY0653;                    North         East    Units  Estimated Accuracy
 BY0653;SPC TX C     - 3,249,330.    1,264,630.      MT  (+/- 180 meters Scaled)
 BY0653
 BY0653                          SUPERSEDED SURVEY CONTROL
 BY0653
 BY0653  NGVD 29 (??/??/92)  115.160  (m)          377.82   (f) ADJ UNCH    2 0
 BY0653
 BY0653.Superseded values are not recommended for survey control.
 BY0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0653.See file dsdata.txt to determine how the superseded data were derived.
 BY0653
 BY0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR703167(NAD 83)
 BY0653_MARKER: DB = BENCH MARK DISK
 BY0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0653_STAMPING: G 486 1949
 BY0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0653+STABILITY: SURFACE MOTION
 BY0653
 BY0653  HISTORY     - Date     Condition        Report By
 BY0653  HISTORY     - 1949     MONUMENTED       CGS
 BY0653  HISTORY     - 1980     MARK NOT FOUND   USGS
 BY0653
 BY0653                          STATION DESCRIPTION
 BY0653
 BY0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0653'3.7 MI W FROM ARCADA.
 BY0653'1.7 MILES NORTH ALONG THE ARCADA-HUBERT ROAD FROM THE MISSIONARY
 BY0653'BAPTIST CHURCH AT ARCADA, THENCE 2.0 MILES WEST ALONG A GRADED DIRT
 BY0653'ROAD, 0.15 MILE WEST OF A JUNCTION WITH A ROAD LEADING NORTH, 121.5
 BY0653'FEET WEST OF THE NORTHWEST CORNER OF AN ABANDONED FARMHOUSE, 88.8 FEET
 BY0653'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WOODEN CULVERT, 40.0 FEET
 BY0653'SOUTH OF AND 2.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 2.0
 BY0653'FEET NORTH OF A FENCE, 1.7 FEET WEST OF A REFERENCE POST, AND SET IN
 BY0653'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY0653
 BY0653                          STATION RECOVERY (1980)
 BY0653
 BY0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0653'AREA WAS SEARCHES AND BENCH MARK WAS NO FOUND THE AREA HAD BEEN
 BY0653'COVERED BY HEAVY GROWTH. MAY HAVE BEEN UNDER SOME OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1109 ***********************************************************************
 BY1109  DESIGNATION -  G 487
 BY1109  PID         -  BY1109
 BY1109  STATE/COUNTY-  TX/NACOGDOCHES
 BY1109  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1109
 BY1109                         *CURRENT SURVEY CONTROL
 BY1109  ___________________________________________________________________
 BY1109* NAD 83(1986)-  31 41 09.     (N)    094 39 42.     (W)     SCALED    
 BY1109* NAVD 88     -       136.379  (meters)     447.44   (feet)  ADJUSTED  
 BY1109  ___________________________________________________________________
 BY1109  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1109  DYNAMIC HT  -         136.211 (meters)     446.89  (feet)  COMP
 BY1109  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 BY1109
 BY1109  VERT ORDER  -  FIRST     CLASS II
 BY1109
 BY1109.The horizontal coordinates were scaled from a topographic map and have
 BY1109.an estimated accuracy of +/- 6 seconds.
 BY1109
 BY1109.The orthometric height was determined by differential leveling
 BY1109.and adjusted by the National Geodetic Survey in June 1991..
 BY1109
 BY1109.The geoid height was determined by GEOID03.
 BY1109
 BY1109.The dynamic height is computed by dividing the NAVD 88
 BY1109.geopotential number by the normal gravity value computed on the
 BY1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1109.degrees latitude (g = 980.6199 gals.).
 BY1109
 BY1109.The modeled gravity was interpolated from observed gravity values.
 BY1109
 BY1109;                    North         East    Units  Estimated Accuracy
 BY1109;SPC TX C     - 3,237,550.    1,237,500.      MT  (+/- 180 meters Scaled)
 BY1109
 BY1109                          SUPERSEDED SURVEY CONTROL
 BY1109
 BY1109  NGVD 29 (??/??/92)  136.404  (m)          447.52   (f) ADJ UNCH    1 2
 BY1109
 BY1109.Superseded values are not recommended for survey control.
 BY1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1109.See file dsdata.txt to determine how the superseded data were derived.
 BY1109
 BY1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR425068(NAD 83)
 BY1109_MARKER: DB = BENCH MARK DISK
 BY1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1109_STAMPING: G 487 1949
 BY1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1109+STABILITY: SURFACE MOTION
 BY1109
 BY1109  HISTORY     - Date     Condition        Report By
 BY1109  HISTORY     - 1949     MONUMENTED       CGS
 BY1109  HISTORY     - 1979     GOOD             NGS
 BY1109  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 BY1109  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1109
 BY1109                          STATION DESCRIPTION
 BY1109
 BY1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1109'5.75 MI NE FROM NACOGDOCHES.
 BY1109'5.35 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE COURTHOUSE AT
 BY1109'NACOGDOCHES, THENCE 0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 59, 1.1
 BY1109'MILES SOUTHEAST OF BENCH MARK K 995, 0.15 MILE NORTHEAST OF THE EAST
 BY1109'CORNER OF THE TRIANGLE AT THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 BY1109'HIGHWAY 26, 222.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BY1109'131.8 FEET EAST OF THE EAST CORNER OF THE WHITE FRAME HOME OF E.N.
 BY1109'GRIGSBY, 48.0 FEET NORTHEAST OF THE CENTER LINE OF A DRIVE TO THE
 BY1109'HOME, 12.0 FEET NORTHWEST OF A 20-INCH SYCAMORE TREE, 1.7 FEET
 BY1109'SOUTHEAST OF A REFERENCE POST, 1.5 FEET SOUTHWEST OF A FENCE LINE, AND
 BY1109'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BY1109'GROUND.
 BY1109
 BY1109                          STATION RECOVERY (1979)
 BY1109
 BY1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1109'OMIT-1.7 FT. SOUTHEAST OF A REFERENCE POST.
 BY1109'THE MARK IS 1.3 FT  W FROM A WITNESS POST.
 BY1109
 BY1109                          STATION RECOVERY (1992)
 BY1109
 BY1109'RECOVERY NOTE BY US POWER SQUADRON 1992
 BY1109'MARK NOT FOUND.
 BY1109
 BY1109                          STATION RECOVERY (1998)
 BY1109
 BY1109'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0888 ***********************************************************************
 BY0888  DESIGNATION -  G 488
 BY0888  PID         -  BY0888
 BY0888  STATE/COUNTY-  TX/ANGELINA
 BY0888  USGS QUAD   -  BALD HILL (1980)
 BY0888
 BY0888                         *CURRENT SURVEY CONTROL
 BY0888  ___________________________________________________________________
 BY0888* NAD 83(1986)-  31 14 17.     (N)    094 38 44.     (W)     SCALED    
 BY0888* NAVD 88     -        84.07   (+/-2cm)     275.8    (feet)  VERTCON   
 BY0888  ___________________________________________________________________
 BY0888  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BY0888
 BY0888  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0888
 BY0888.The horizontal coordinates were scaled from a topographic map and have
 BY0888.an estimated accuracy of +/- 6 seconds.
 BY0888
 BY0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0888.The vertical order pertains to the NGVD 29 superseded value.
 BY0888
 BY0888.The geoid height was determined by GEOID03.
 BY0888
 BY0888;                    North         East    Units  Estimated Accuracy
 BY0888;SPC TX C     - 3,188,050.    1,241,560.      MT  (+/- 180 meters Scaled)
 BY0888
 BY0888                          SUPERSEDED SURVEY CONTROL
 BY0888
 BY0888  NGVD 29 (??/??/92)   84.105  (m)          275.93   (f) ADJ UNCH    2 0
 BY0888
 BY0888.Superseded values are not recommended for survey control.
 BY0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0888.See file dsdata.txt to determine how the superseded data were derived.
 BY0888
 BY0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ432571(NAD 83)
 BY0888_MARKER: DB = BENCH MARK DISK
 BY0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0888_STAMPING: G 488 1949
 BY0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0888+STABILITY: SURFACE MOTION
 BY0888
 BY0888  HISTORY     - Date     Condition        Report By
 BY0888  HISTORY     - 1949     MONUMENTED       CGS
 BY0888
 BY0888                          STATION DESCRIPTION
 BY0888
 BY0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0888'3.65 MI SW FROM HOMER.
 BY0888'3.55 MILES SOUTHWEST ALONG FARM ROAD 326 FROM THE JUNCTION OF FARM
 BY0888'ROAD 326 AND U.S. HIGHWAY 69 AT HOMER, THENCE 0.1 MILE SOUTHWEST ALONG
 BY0888'A GRADED DIRT ROAD, 0.1 MILE SOUTHWEST OF HOMER CHURCH, 58.0 FEET
 BY0888'NORTHWEST OF THE NORTHWEST CORNER OF THE FARM HOME OF SAM PARISH, 37.0
 BY0888'FEET EAST OF THE CENTER LINE OF THE ROAD, 21.0 FEET NORTHEAST OF A
 BY0888'20-INCH SYCAMORE TREE, 1.6 FEET SOUTH OF A 4X4 REFERENCE POST, 1.0
 BY0888'FOOT SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0888'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0895 ***********************************************************************
 BY0895  DESIGNATION -  G 489 RESET 1961
 BY0895  PID         -  BY0895
 BY0895  STATE/COUNTY-  TX/ANGELINA
 BY0895  USGS QUAD   -  DIBOLL (1980)
 BY0895
 BY0895                         *CURRENT SURVEY CONTROL
 BY0895  ___________________________________________________________________
 BY0895* NAD 83(1986)-  31 09 26.     (N)    094 47 51.     (W)     SCALED    
 BY0895* NAVD 88     -        48.94   (+/-2cm)     160.6    (feet)  VERTCON   
 BY0895  ___________________________________________________________________
 BY0895  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BY0895
 BY0895  VERT ORDER  -  THIRD (See Below)
 BY0895
 BY0895.The horizontal coordinates were scaled from a topographic map and have
 BY0895.an estimated accuracy of +/- 6 seconds.
 BY0895
 BY0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0895.The vertical order pertains to the NGVD 29 superseded value.
 BY0895
 BY0895.The geoid height was determined by GEOID03.
 BY0895
 BY0895;                    North         East    Units  Estimated Accuracy
 BY0895;SPC TX C     - 3,178,370.    1,227,550.      MT  (+/- 180 meters Scaled)
 BY0895
 BY0895                          SUPERSEDED SURVEY CONTROL
 BY0895
 BY0895  NGVD 29 (??/??/??)   48.98   (m)          160.7    (f) RESET       3  
 BY0895
 BY0895.Superseded values are not recommended for survey control.
 BY0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0895.See file dsdata.txt to determine how the superseded data were derived.
 BY0895
 BY0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ286484(NAD 83)
 BY0895_MARKER: DB = BENCH MARK DISK
 BY0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0895_STAMPING: G 489 RESET 1961
 BY0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0895+STABILITY: SURFACE MOTION
 BY0895
 BY0895  HISTORY     - Date     Condition        Report By
 BY0895  HISTORY     - 1961     MONUMENTED       CGS
 BY0895  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0895
 BY0895                          STATION DESCRIPTION
 BY0895
 BY0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BY0895'2.0 MI S FROM DIBOLL.
 BY0895'ABOUT 2.0 MILES SOUTH FROM THE JUNCTION OF STATE LOOP 210 AND U.S.
 BY0895'HIGHWAY NO. 59, ALONG NO. 59, IN THE WEST RIGHT-OF-WAY LINE OF THE
 BY0895'HIGHWAY, 5 FEET SOUTHWEST OF HIGHWAY SURVEY STATION 669 + 00, 5 FEET
 BY0895'NORTH OF A POWER POLE AND ALONG THE EDGE OF THE TIMBER ON THE WEST
 BY0895'EDGE OF THE OLD HIGHWAY RIGHT-OF-WAY AND ACROSS THE HIGHWAY, WEST FROM
 BY0895'AN OLD ROAD LEADING EAST INTO THE TIMBER.  A STANDARD DISK STAMPED G
 BY0895'489 RESET 1961 IN A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 BY0895
 BY0895                          STATION RECOVERY (1998)
 BY0895
 BY0895'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0903 ***********************************************************************
 BY0903  DESIGNATION -  G 490
 BY0903  PID         -  BY0903
 BY0903  STATE/COUNTY-  TX/ANGELINA
 BY0903  USGS QUAD   -  BALD HILL (1980)
 BY0903
 BY0903                         *CURRENT SURVEY CONTROL
 BY0903  ___________________________________________________________________
 BY0903* NAD 83(1986)-  31 08 38.     (N)    094 44 18.     (W)     SCALED    
 BY0903* NAVD 88     -        58.30   (+/-2cm)     191.3    (feet)  VERTCON   
 BY0903  ___________________________________________________________________
 BY0903  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BY0903
 BY0903  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0903
 BY0903.The horizontal coordinates were scaled from a topographic map and have
 BY0903.an estimated accuracy of +/- 6 seconds.
 BY0903
 BY0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0903.The vertical order pertains to the NGVD 29 superseded value.
 BY0903
 BY0903.The geoid height was determined by GEOID03.
 BY0903
 BY0903;                    North         East    Units  Estimated Accuracy
 BY0903;SPC TX C     - 3,177,170.    1,233,260.      MT  (+/- 180 meters Scaled)
 BY0903
 BY0903                          SUPERSEDED SURVEY CONTROL
 BY0903
 BY0903  NGVD 29 (??/??/92)   58.338  (m)          191.40   (f) ADJ UNCH    2 0
 BY0903
 BY0903.Superseded values are not recommended for survey control.
 BY0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0903.See file dsdata.txt to determine how the superseded data were derived.
 BY0903
 BY0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ342468(NAD 83)
 BY0903_MARKER: DB = BENCH MARK DISK
 BY0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0903_STAMPING: G 490 1949
 BY0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0903+STABILITY: SURFACE MOTION
 BY0903
 BY0903  HISTORY     - Date     Condition        Report By
 BY0903  HISTORY     - 1949     MONUMENTED       CGS
 BY0903
 BY0903                          STATION DESCRIPTION
 BY0903
 BY0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0903'6.35 MI E FROM DIBOLL.
 BY0903'0.25 MILE EAST ALONG LOOP NO. 210 FROM THE RAILROAD STATION AT DIBOLL,
 BY0903'THENCE 2.0 MILES SOUTH ALONG NEW UNITED STATES HIGHWAY NO. 59, THENCE
 BY0903'4.1 MILES EAST ALONG AN OLD C.C.C. ROAD, 0.4 MILE EAST OF A CROSS
 BY0903'TRAIL, 0.15 MILE EAST OF A LOG BRIDGE, 17.0 FEET NORTH OF THE CENTER
 BY0903'LINE OF THE ROAD, 4.4 FEET EAST OF A 12 INCH PINE, 4.0 FEET WEST OF AN
 BY0903'18 INCH PINE, 1.3 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 BY0903'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0497 ***********************************************************************
 BY0497  DESIGNATION -  G 491
 BY0497  PID         -  BY0497
 BY0497  STATE/COUNTY-  TX/ANGELINA
 BY0497  USGS QUAD   -  ZAVALLA (1984)
 BY0497
 BY0497                         *CURRENT SURVEY CONTROL
 BY0497  ___________________________________________________________________
 BY0497* NAD 83(1986)-  31 14 10.     (N)    094 25 48.     (W)     SCALED    
 BY0497* NAVD 88     -        83.22   (+/-2cm)     273.0    (feet)  VERTCON   
 BY0497  ___________________________________________________________________
 BY0497  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BY0497
 BY0497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0497
 BY0497.The horizontal coordinates were scaled from a topographic map and have
 BY0497.an estimated accuracy of +/- 6 seconds.
 BY0497
 BY0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0497.The vertical order pertains to the NGVD 29 superseded value.
 BY0497
 BY0497.The geoid height was determined by GEOID03.
 BY0497
 BY0497;                    North         East    Units  Estimated Accuracy
 BY0497;SPC TX C     - 3,188,900.    1,262,070.      MT  (+/- 180 meters Scaled)
 BY0497
 BY0497                          SUPERSEDED SURVEY CONTROL
 BY0497
 BY0497  NGVD 29 (??/??/92)   83.249  (m)          273.13   (f) ADJ UNCH    2 0
 BY0497
 BY0497.Superseded values are not recommended for survey control.
 BY0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0497.See file dsdata.txt to determine how the superseded data were derived.
 BY0497
 BY0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ638566(NAD 83)
 BY0497_MARKER: DB = BENCH MARK DISK
 BY0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0497_STAMPING: G 491 1949
 BY0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0497+STABILITY: SURFACE MOTION
 BY0497
 BY0497  HISTORY     - Date     Condition        Report By
 BY0497  HISTORY     - 1949     MONUMENTED       CGS
 BY0497  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0497
 BY0497                          STATION DESCRIPTION
 BY0497
 BY0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0497'3.15 MI S FROM ORA.
 BY0497'3.15 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE BAPTIST CHURCH AT
 BY0497'ORA, AT THE Y JUNCTION OF A DIRT ROAD LEADING WEST, 281.0 FEET NORTH
 BY0497'OF THE CENTER LINE OF THE DIRT ROAD LEADING WEST, 72.0 FEET WEST OF
 BY0497'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 16.0 FEET NORTH OF THE CENTER
 BY0497'LINE OF A DIM WOODS ROAD, 1.4 FEET EAST OF A REFERENCE POST, AND SET
 BY0497'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0497'NOTE-- B.M. G 491 IS 1.15 MILES NORTHWEST OF B.M. F 491.
 BY0497
 BY0497                          STATION RECOVERY (1979)
 BY0497
 BY0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0576 ***********************************************************************
 BY0576  DESIGNATION -  G 492
 BY0576  PID         -  BY0576
 BY0576  STATE/COUNTY-  TX/ANGELINA
 BY0576  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0576
 BY0576                         *CURRENT SURVEY CONTROL
 BY0576  ___________________________________________________________________
 BY0576* NAD 83(1986)-  31 05 28.     (N)    094 15 48.     (W)     SCALED    
 BY0576* NAVD 88     -       104.17   (+/-2cm)     341.8    (feet)  VERTCON   
 BY0576  ___________________________________________________________________
 BY0576  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BY0576
 BY0576  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0576
 BY0576.The horizontal coordinates were scaled from a topographic map and have
 BY0576.an estimated accuracy of +/- 6 seconds.
 BY0576
 BY0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0576.The vertical order pertains to the NGVD 29 superseded value.
 BY0576
 BY0576.The geoid height was determined by GEOID03.
 BY0576
 BY0576;                    North         East    Units  Estimated Accuracy
 BY0576;SPC TX C     - 3,173,700.    1,278,800.      MT  (+/- 180 meters Scaled)
 BY0576
 BY0576                          SUPERSEDED SURVEY CONTROL
 BY0576
 BY0576  NGVD 29 (??/??/92)  104.185  (m)          341.81   (f) ADJ UNCH    2 0
 BY0576
 BY0576.Superseded values are not recommended for survey control.
 BY0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0576.See file dsdata.txt to determine how the superseded data were derived.
 BY0576
 BY0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ795403(NAD 83)
 BY0576_MARKER: DB = BENCH MARK DISK
 BY0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0576_STAMPING: G 492 1949
 BY0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0576+STABILITY: SURFACE MOTION
 BY0576
 BY0576  HISTORY     - Date     Condition        Report By
 BY0576  HISTORY     - 1949     MONUMENTED       CGS
 BY0576  HISTORY     - 1957     GOOD             NGS
 BY0576  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0576
 BY0576                          STATION DESCRIPTION
 BY0576
 BY0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0576'13.90 MI S FROM ZAVALLA.
 BY0576'11.25 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0576'RAILROAD STATION AT ZAVALLA, THENCE 2.65 MILES SOUTH ALONG ANGELINA
 BY0576'NATIONAL FOREST ROAD 313B, AT THE INTERSECTION OF ANGELINA NATIONAL
 BY0576'FOREST ROADS 302 AND 313B, 56.0 FEET SOUTH OF THE CENTER LINE OF
 BY0576'ANGELINA NATIONAL FOREST ROAD 302, 50.0 FEET WEST OF THE CENTER LINE
 BY0576'OF ANGELINA NATIONAL FOREST ROAD 313B, 40.0 FEET WEST OF THE NORTHWEST
 BY0576'CORNER OF A STEEL RAIL CATTLE GUARD, 2.0 FEET EAST OF A REFERENCE
 BY0576'POST, 1.0 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0576'PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS ABOUT 1 MILE
 BY0576'WEST OF CYCLONE HILL AT A ROAD INTERSECTION.  NOTE-- B.M. F 492 IS
 BY0576'0.75 MILE WEST OF B.M. G 492.
 BY0576
 BY0576                          STATION RECOVERY (1957)
 BY0576
 BY0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BY0576'RECOVERED IN GOOD CONDITION.
 BY0576
 BY0576                          STATION RECOVERY (1979)
 BY0576
 BY0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0584 ***********************************************************************
 BY0584  DESIGNATION -  G 493
 BY0584  PID         -  BY0584
 BY0584  STATE/COUNTY-  TX/JASPER
 BY0584  USGS QUAD   -  EBENEZER (1984)
 BY0584
 BY0584                         *CURRENT SURVEY CONTROL
 BY0584  ___________________________________________________________________
 BY0584* NAD 83(1986)-  31 01 18.     (N)    094 13 13.     (W)     SCALED    
 BY0584* NAVD 88     -        56.71   (+/-2cm)     186.1    (feet)  VERTCON   
 BY0584  ___________________________________________________________________
 BY0584  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BY0584
 BY0584  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0584
 BY0584.The horizontal coordinates were scaled from a topographic map and have
 BY0584.an estimated accuracy of +/- 6 seconds.
 BY0584
 BY0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0584.The vertical order pertains to the NGVD 29 superseded value.
 BY0584
 BY0584.The geoid height was determined by GEOID03.
 BY0584
 BY0584;                    North         East    Units  Estimated Accuracy
 BY0584;SPC TX C     - 3,166,240.    1,283,330.      MT  (+/- 180 meters Scaled)
 BY0584
 BY0584                          SUPERSEDED SURVEY CONTROL
 BY0584
 BY0584  NGVD 29 (??/??/92)   56.717  (m)          186.08   (f) ADJ UNCH    2 0
 BY0584
 BY0584.Superseded values are not recommended for survey control.
 BY0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0584.See file dsdata.txt to determine how the superseded data were derived.
 BY0584
 BY0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ835326(NAD 83)
 BY0584_MARKER: DB = BENCH MARK DISK
 BY0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0584_STAMPING: G 493 1949
 BY0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0584+STABILITY: SURFACE MOTION
 BY0584
 BY0584  HISTORY     - Date     Condition        Report By
 BY0584  HISTORY     - 1949     MONUMENTED       CGS
 BY0584  HISTORY     - 1979     GOOD             USGS
 BY0584
 BY0584                          STATION DESCRIPTION
 BY0584
 BY0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0584'16.85 MI W FROM JASPER.
 BY0584'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BY0584'THENCE 9.3 MILES NORTHWEST ALONG STATE HIGHWAY 63, THENCE 1.05 MILES
 BY0584'WEST ALONG A GRADED DIRT ROAD, 94.0 FEET SOUTHWEST OF THE CENTER LINE
 BY0584'OF THE GRADED DIRT ROAD, 63.0 FEET WEST OF THE CENTER LINE OF A GRADED
 BY0584'DIRT ROAD LEADING SOUTH, 14.0 FEET SOUTH OF THE CENTER OF A WOODEN
 BY0584'GATE, 1.8 FEET NORTH OF A REFERENCE POST, 1.0 FOOT EAST OF A FENCE,
 BY0584'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 BY0584'GROUND.
 BY0584
 BY0584                          STATION RECOVERY (1979)
 BY0584
 BY0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0584'1.5 MILES W ALONG HWY 190 AND 63 FROM JCT OF HWYS 190, 63 AND 96 AT
 BY0584'THE S EDGE OF JASPER, THENCE 12.8 MILES NW ALONG HWY 63, THENCE 1.9
 BY0584'MILES S ALONG HWY 255R, THENCE 1.45 MILES NW ALONG PAVED ROAD, THENCE
 BY0584'1.1 MILES W ALONG GRADED ROAD, 94 FT SW OF THE CENTERLINE OF THE
 BY0584'GRADED ROAD, 63 FT W OF THE CENTERLINE OF A GRADED ROAD LEADING S, 14
 BY0584'FT S OF THE CENTER OF A GATE, 1.0 FT E OF A FENCE, SET IN THE TOP OF
 BY0584'A CONCRETE POST PROJECTING 0.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0367 ***********************************************************************
 BY0367  DESIGNATION -  G 494
 BY0367  PID         -  BY0367
 BY0367  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0367  USGS QUAD   -  NORWOOD (1984)
 BY0367
 BY0367                         *CURRENT SURVEY CONTROL
 BY0367  ___________________________________________________________________
 BY0367* NAD 83(1986)-  31 25 58.     (N)    094 09 26.     (W)     SCALED    
 BY0367* NAVD 88     -        69.77   (+/-2cm)     228.9    (feet)  VERTCON   
 BY0367  ___________________________________________________________________
 BY0367  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BY0367
 BY0367  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0367
 BY0367.The horizontal coordinates were scaled from a topographic map and have
 BY0367.an estimated accuracy of +/- 6 seconds.
 BY0367
 BY0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0367.The vertical order pertains to the NGVD 29 superseded value.
 BY0367
 BY0367.The geoid height was determined by GEOID03.
 BY0367
 BY0367;                    North         East    Units  Estimated Accuracy
 BY0367;SPC TX C     - 3,212,080.    1,286,810.      MT  (+/- 180 meters Scaled)
 BY0367
 BY0367                          SUPERSEDED SURVEY CONTROL
 BY0367
 BY0367  NGVD 29 (??/??/92)   69.796  (m)          228.99   (f) ADJ UNCH    2 0
 BY0367
 BY0367.Superseded values are not recommended for survey control.
 BY0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0367.See file dsdata.txt to determine how the superseded data were derived.
 BY0367
 BY0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ900781(NAD 83)
 BY0367_MARKER: DB = BENCH MARK DISK
 BY0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0367_STAMPING: G 494 1949
 BY0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0367+STABILITY: SURFACE MOTION
 BY0367
 BY0367  HISTORY     - Date     Condition        Report By
 BY0367  HISTORY     - 1949     MONUMENTED       CGS
 BY0367
 BY0367                          STATION DESCRIPTION
 BY0367
 BY0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0367'7.65 MI SW FROM SAN AUGUSTINE.
 BY0367'7.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0367'SAN AUGUSTINE, AT THE FARM HOME OF R.J. TROTTIE, 256.0 FEET SOUTH OF
 BY0367'THE SOUTH CORNER OF THE HOUSE, 43.0 NORTHWEST OF THE CENTER LINE OF
 BY0367'THE HIGHWAY, 34.0 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE
 BY0367'DRIVEWAY, 6.6 FEET SOUTHWEST OF A FENCE CORNER POST, 1.2 FEET
 BY0367'SOUTHWEST OF A FENCE, 1.8 FEET NORTHEAST OF A REFERENCE POST, SET IN
 BY0367'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0459 ***********************************************************************
 BY0459  DESIGNATION -  G 495
 BY0459  PID         -  BY0459
 BY0459  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0459  USGS QUAD   -  HARVEY CREEK (1984)
 BY0459
 BY0459                         *CURRENT SURVEY CONTROL
 BY0459  ___________________________________________________________________
 BY0459* NAD 83(1986)-  31 15 38.     (N)    094 12 25.     (W)     SCALED    
 BY0459* NAVD 88     -        79.59   (+/-2cm)     261.1    (feet)  VERTCON   
 BY0459  ___________________________________________________________________
 BY0459  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BY0459
 BY0459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0459
 BY0459.The horizontal coordinates were scaled from a topographic map and have
 BY0459.an estimated accuracy of +/- 6 seconds.
 BY0459
 BY0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0459.The vertical order pertains to the NGVD 29 superseded value.
 BY0459
 BY0459.The geoid height was determined by GEOID03.
 BY0459
 BY0459;                    North         East    Units  Estimated Accuracy
 BY0459;SPC TX C     - 3,192,750.    1,283,140.      MT  (+/- 180 meters Scaled)
 BY0459
 BY0459                          SUPERSEDED SURVEY CONTROL
 BY0459
 BY0459  NGVD 29 (??/??/92)   79.611  (m)          261.19   (f) ADJ UNCH    2 0
 BY0459
 BY0459.Superseded values are not recommended for survey control.
 BY0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0459.See file dsdata.txt to determine how the superseded data were derived.
 BY0459
 BY0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ850591(NAD 83)
 BY0459_MARKER: DB = BENCH MARK DISK
 BY0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0459_STAMPING: G 495 1949
 BY0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0459+STABILITY: SURFACE MOTION
 BY0459
 BY0459  HISTORY     - Date     Condition        Report By
 BY0459  HISTORY     - 1949     MONUMENTED       CGS
 BY0459
 BY0459                          STATION DESCRIPTION
 BY0459
 BY0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0459'5.8 MI SE FROM BROADDUS.
 BY0459'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0459'BROADDUS, THENCE 4.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BY0459'1.0 MILE SOUTH ALONG FOREST ROAD 311, 26 FEET EAST OF THE CENTER LINE
 BY0459'OF THE ROAD, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BY0459'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0697 ***********************************************************************
 AY0697  DESIGNATION -  G 496
 AY0697  PID         -  AY0697
 AY0697  STATE/COUNTY-  TX/BEXAR
 AY0697  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0697
 AY0697                         *CURRENT SURVEY CONTROL
 AY0697  ___________________________________________________________________
 AY0697* NAD 83(1986)-  29 29 24.     (N)    098 37 19.     (W)     SCALED    
 AY0697* NAVD 88     -       245.652  (meters)     805.94   (feet)  ADJUSTED  
 AY0697  ___________________________________________________________________
 AY0697  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AY0697  DYNAMIC HT  -         245.294 (meters)     804.77  (feet)  COMP
 AY0697  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AY0697
 AY0697  VERT ORDER  -  FIRST     CLASS II
 AY0697
 AY0697.The horizontal coordinates were scaled from a topographic map and have
 AY0697.an estimated accuracy of +/- 6 seconds.
 AY0697
 AY0697.The orthometric height was determined by differential leveling
 AY0697.and adjusted by the National Geodetic Survey in June 1991..
 AY0697
 AY0697.The geoid height was determined by GEOID03.
 AY0697
 AY0697.The dynamic height is computed by dividing the NAVD 88
 AY0697.geopotential number by the normal gravity value computed on the
 AY0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0697.degrees latitude (g = 980.6199 gals.).
 AY0697
 AY0697.The modeled gravity was interpolated from observed gravity values.
 AY0697
 AY0697;                    North         East    Units  Estimated Accuracy
 AY0697;SPC TXSC     - 4,183,660.      636,660.      MT  (+/- 180 meters Scaled)
 AY0697
 AY0697                          SUPERSEDED SURVEY CONTROL
 AY0697
 AY0697  NGVD 29 (??/??/92)  245.532  (m)          805.55   (f) ADJ UNCH    1 2
 AY0697
 AY0697.Superseded values are not recommended for survey control.
 AY0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0697.See file dsdata.txt to determine how the superseded data were derived.
 AY0697
 AY0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT366623(NAD 83)
 AY0697_MARKER: DB = BENCH MARK DISK
 AY0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0697_STAMPING: G 496 1952
 AY0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0697+STABILITY: SURFACE MOTION
 AY0697
 AY0697  HISTORY     - Date     Condition        Report By
 AY0697  HISTORY     - 1952     MONUMENTED       CGS
 AY0697  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0697  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY0697
 AY0697                          STATION DESCRIPTION
 AY0697
 AY0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0697'IN SAN ANTONIO.
 AY0697'AT SAN ANTONIO, 0.4 MILE SOUTHWEST ALONG GRISSEM ROAD FROM THE LEON
 AY0697'VALLEY SCHOOL, 130 FEET SOUTHWEST OF THE WEST CORNER OF A TILE
 AY0697'BUILDING, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 21 FEET
 AY0697'NORTHEAST OF A FENCE CORNER, 5.7 FEET SOUTHWEST OF A POWER POLE, 2
 AY0697'FEET NORTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0697'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0697
 AY0697                          STATION RECOVERY (1967)
 AY0697
 AY0697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0697'MARK NOT FOUND.
 AY0697
 AY0697                          STATION RECOVERY (1995)
 AY0697
 AY0697'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1004 ***********************************************************************
 AY1004  DESIGNATION -  G 497
 AY1004  PID         -  AY1004
 AY1004  STATE/COUNTY-  TX/BEXAR
 AY1004  USGS QUAD   -  CASTLE HILLS (1992)
 AY1004
 AY1004                         *CURRENT SURVEY CONTROL
 AY1004  ___________________________________________________________________
 AY1004* NAD 83(1986)-  29 34 53.     (N)    098 30 26.     (W)     SCALED    
 AY1004* NAVD 88     -       268.121  (meters)     879.66   (feet)  POSTED    
 AY1004  ___________________________________________________________________
 AY1004  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AY1004  DYNAMIC HT  -         267.730 (meters)     878.38  (feet)  COMP
 AY1004  MODELED GRAV-     979,178.2   (mgal)                       NAVD 88
 AY1004
 AY1004  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1004
 AY1004.The horizontal coordinates were scaled from a topographic map and have
 AY1004.an estimated accuracy of +/- 6 seconds.
 AY1004
 AY1004.The orthometric height was determined by differential leveling
 AY1004.and adjusted by the National Geodetic Survey in 1992..
 AY1004.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1004.rate of 1.1 thru 2.0 mm/km.
 AY1004
 AY1004.The geoid height was determined by GEOID03.
 AY1004
 AY1004.The dynamic height is computed by dividing the NAVD 88
 AY1004.geopotential number by the normal gravity value computed on the
 AY1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1004.degrees latitude (g = 980.6199 gals.).
 AY1004
 AY1004.The modeled gravity was interpolated from observed gravity values.
 AY1004
 AY1004;                    North         East    Units  Estimated Accuracy
 AY1004;SPC TXSC     - 4,193,830.      647,740.      MT  (+/- 180 meters Scaled)
 AY1004
 AY1004                          SUPERSEDED SURVEY CONTROL
 AY1004
 AY1004  NGVD 29 (??/??/92)  267.992  (m)          879.24   (f) ADJ UNCH    1 2
 AY1004
 AY1004.Superseded values are not recommended for survey control.
 AY1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1004.See file dsdata.txt to determine how the superseded data were derived.
 AY1004
 AY1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT477725(NAD 83)
 AY1004_MARKER: DB = BENCH MARK DISK
 AY1004_SETTING: 66 = SET IN ROCK OUTCROP
 AY1004_SP_SET: ROCK OUTCROP
 AY1004_STAMPING: G 497 1953
 AY1004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1004+STABILITY: POSITION/ELEVATION WELL
 AY1004
 AY1004  HISTORY     - Date     Condition        Report By
 AY1004  HISTORY     - 1953     MONUMENTED       CGS
 AY1004  HISTORY     - 1967     GOOD             USGS
 AY1004  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY1004  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1004  HISTORY     - 19991117 MARK NOT FOUND   USPSQD
 AY1004
 AY1004                          STATION DESCRIPTION
 AY1004
 AY1004'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY1004'5.4 MI NW FROM SAN ANTONIO.
 AY1004'AT SAN ANTONIO, BEXAR COUNTY, 5.4 MILE NORTHWEST ALONG BITTERS ROAD
 AY1004'FROM THE INTERSECTION OF NACOGDOCHES ROAD.  APPROXIMATELY 360 FEET
 AY1004'SOUTHWEST ALONG BITTERS ROAD FROM THE CENTERLINE OF A PRIVATE DRIVEWAY
 AY1004'LEADING NORTHWEST, APPROXIMATELY 160 FEET NORTHWEST OF THE CENTERLINE
 AY1004'OF BITTERS ROAD, 2 FEET SOUTHEAST OF A FENCE, IN THE TOP OF A
 AY1004'LIMESTONE OUTCROP AND FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED
 AY1004'G 497 1953.
 AY1004
 AY1004                          STATION RECOVERY (1986)
 AY1004
 AY1004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY1004'MARK NOT FOUND.
 AY1004
 AY1004                          STATION RECOVERY (1989)
 AY1004
 AY1004'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY1004'MARK NOT FOUND.
 AY1004
 AY1004                          STATION RECOVERY (1999)
 AY1004
 AY1004'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0833 ***********************************************************************
 BY0833  DESIGNATION -  G 499
 BY0833  PID         -  BY0833
 BY0833  STATE/COUNTY-  TX/ANGELINA
 BY0833  USGS QUAD   -  DIBOLL (1980)
 BY0833
 BY0833                         *CURRENT SURVEY CONTROL
 BY0833  ___________________________________________________________________
 BY0833* NAD 83(1986)-  31 11 55.     (N)    094 46 48.     (W)     SCALED    
 BY0833* NAVD 88     -        67.40   (+/-2cm)     221.1    (feet)  VERTCON   
 BY0833  ___________________________________________________________________
 BY0833  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BY0833
 BY0833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0833
 BY0833.The horizontal coordinates were scaled from a topographic map and have
 BY0833.an estimated accuracy of +/- 6 seconds.
 BY0833
 BY0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0833.The vertical order pertains to the NGVD 29 superseded value.
 BY0833
 BY0833.The geoid height was determined by GEOID03.
 BY0833
 BY0833;                    North         East    Units  Estimated Accuracy
 BY0833;SPC TX C     - 3,183,030.    1,228,990.      MT  (+/- 180 meters Scaled)
 BY0833
 BY0833                          SUPERSEDED SURVEY CONTROL
 BY0833
 BY0833  NGVD 29 (??/??/92)   67.435  (m)          221.24   (f) ADJ UNCH    2 0
 BY0833
 BY0833.Superseded values are not recommended for survey control.
 BY0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0833.See file dsdata.txt to determine how the superseded data were derived.
 BY0833
 BY0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ304529(NAD 83)
 BY0833_MARKER: DB = BENCH MARK DISK
 BY0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0833_SP_SET: BRIDGE
 BY0833_STAMPING: G 499 1949
 BY0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0833
 BY0833  HISTORY     - Date     Condition        Report By
 BY0833  HISTORY     - 1949     MONUMENTED       CGS
 BY0833  HISTORY     - 19980919 GOOD             USPSQD
 BY0833
 BY0833                          STATION DESCRIPTION
 BY0833
 BY0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0833'1.1 MI N FROM DIBOLL.
 BY0833'1.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0833'STATION AT DIBOLL, 4 POLES SOUTH OF MILEPOST 108, 90.5 FEET EAST OF
 BY0833'THE EAST RAIL OF THE TRACK, 12.7 FEET WEST OF AND LEVEL WITH THE
 BY0833'CENTER LINE OF AN ASPHALT ROAD (OLD U.S. HIGHWAY 59), AND SET IN THE
 BY0833'TOP OF THE NORTHWEST WINGWALL OF A 16-FOOT CONCRETE BRIDGE UNDER THE
 BY0833'ASPHALT ROAD.
 BY0833
 BY0833                          STATION RECOVERY (1998)
 BY0833
 BY0833'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0635 ***********************************************************************
 AB0635  DESIGNATION -  G 5
 AB0635  PID         -  AB0635
 AB0635  STATE/COUNTY-  TX/CAMERON
 AB0635  USGS QUAD   -  RIO HONDO (1980)
 AB0635
 AB0635                         *CURRENT SURVEY CONTROL
 AB0635  ___________________________________________________________________
 AB0635* NAD 83(1986)-  26 08 29.     (N)    097 35 13.     (W)     SCALED    
 AB0635* NAVD 88     -         8.929  (meters)      29.29   (feet)  ADJUSTED  
 AB0635  ___________________________________________________________________
 AB0635  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 AB0635  DYNAMIC HT  -           8.915 (meters)      29.25  (feet)  COMP
 AB0635  MODELED GRAV-     979,038.1   (mgal)                       NAVD 88
 AB0635
 AB0635  VERT ORDER  -  SECOND    CLASS 0
 AB0635
 AB0635.The horizontal coordinates were scaled from a topographic map and have
 AB0635.an estimated accuracy of +/- 6 seconds.
 AB0635
 AB0635.The orthometric height was determined by differential leveling
 AB0635.and adjusted by the National Geodetic Survey in June 1991..
 AB0635
 AB0635.The geoid height was determined by GEOID03.
 AB0635
 AB0635.The dynamic height is computed by dividing the NAVD 88
 AB0635.geopotential number by the normal gravity value computed on the
 AB0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0635.degrees latitude (g = 980.6199 gals.).
 AB0635
 AB0635.The modeled gravity was interpolated from observed gravity values.
 AB0635
 AB0635;                    North         East    Units  Estimated Accuracy
 AB0635;SPC TX S     - 5,052,930.      391,300.      MT  (+/- 180 meters Scaled)
 AB0635
 AB0635                          SUPERSEDED SURVEY CONTROL
 AB0635
 AB0635  NGVD 29 (??/??/92)    9.035  (m)           29.64   (f) ADJ UNCH    2 0
 AB0635
 AB0635.Superseded values are not recommended for survey control.
 AB0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0635.See file dsdata.txt to determine how the superseded data were derived.
 AB0635
 AB0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP412921(NAD 83)
 AB0635_MARKER: DD = SURVEY DISK
 AB0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0635_SP_SET: CULVERT
 AB0635_STAMPING: G 5 29.58
 AB0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0635
 AB0635  HISTORY     - Date     Condition        Report By
 AB0635  HISTORY     - UNK      MONUMENTED
 AB0635  HISTORY     - 1956     MARK NOT FOUND   NGS
 AB0635
 AB0635                          STATION DESCRIPTION
 AB0635
 AB0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AB0635'3.7 MI E FROM SAN BENITO.
 AB0635'3.7 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0635'BENITO, CAMERON COUNTY, 1.9 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0635'TO BAYVIEW.  33 FEET NORTH OF AND 2 FEET HIGHER THAN THE CENTERLINE OF
 AB0635'THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE
 AB0635'NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED G 5 29.58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0913 ***********************************************************************
 BZ0913  DESIGNATION -  G 50
 BZ0913  PID         -  BZ0913
 BZ0913  STATE/COUNTY-  TX/BELL
 BZ0913  USGS QUAD   -  NOLANVILLE (1995)
 BZ0913
 BZ0913                         *CURRENT SURVEY CONTROL
 BZ0913  ___________________________________________________________________
 BZ0913* NAD 83(1986)-  31 04 40.     (N)    097 33 35.     (W)     SCALED    
 BZ0913* NAVD 88     -       193.024  (meters)     633.28   (feet)  ADJUSTED  
 BZ0913  ___________________________________________________________________
 BZ0913  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BZ0913  DYNAMIC HT  -         192.768 (meters)     632.44  (feet)  COMP
 BZ0913  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 BZ0913
 BZ0913  VERT ORDER  -  FIRST     CLASS II
 BZ0913
 BZ0913.The horizontal coordinates were scaled from a topographic map and have
 BZ0913.an estimated accuracy of +/- 6 seconds.
 BZ0913
 BZ0913.The orthometric height was determined by differential leveling
 BZ0913.and adjusted by the National Geodetic Survey in June 1991..
 BZ0913
 BZ0913.The geoid height was determined by GEOID03.
 BZ0913
 BZ0913.The dynamic height is computed by dividing the NAVD 88
 BZ0913.geopotential number by the normal gravity value computed on the
 BZ0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0913.degrees latitude (g = 980.6199 gals.).
 BZ0913
 BZ0913.The modeled gravity was interpolated from observed gravity values.
 BZ0913
 BZ0913;                    North         East    Units  Estimated Accuracy
 BZ0913;SPC TX C     - 3,159,730.      964,620.      MT  (+/- 180 meters Scaled)
 BZ0913
 BZ0913                          SUPERSEDED SURVEY CONTROL
 BZ0913
 BZ0913  NGVD 29 (??/??/92)  192.961  (m)          633.07   (f) ADJ UNCH    1 2
 BZ0913
 BZ0913.Superseded values are not recommended for survey control.
 BZ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0913.See file dsdata.txt to determine how the superseded data were derived.
 BZ0913
 BZ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV373391(NAD 83)
 BZ0913_MARKER: DB = BENCH MARK DISK
 BZ0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0913_STAMPING: G 50 1953
 BZ0913_MARK LOGO: CGS   
 BZ0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0913+STABILITY: SURFACE MOTION
 BZ0913
 BZ0913  HISTORY     - Date     Condition        Report By
 BZ0913  HISTORY     - 1953     MONUMENTED       CGS
 BZ0913  HISTORY     - 1957     GOOD             DOD
 BZ0913  HISTORY     - 1983     GOOD             NGS
 BZ0913
 BZ0913                          STATION DESCRIPTION
 BZ0913
 BZ0913'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0913'3.0 MI NE FROM NOLANVILLE.
 BZ0913'3.0 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0913'THE STATION AT NOLANVILLE, BELL COUNTY, 0.2 MILE NORTHEAST OF MILEPOST
 BZ0913'233, AT A PRIVATE-ROAD CROSSING, 77 FEET SOUTHWEST OF THE CENTERLINE
 BZ0913'OF THE PRIVATE ROAD, 32.5 SOUTHEAST OF THE SOUTHEAST RAIL, 15 FEET
 BZ0913'NORTHWEST OF A FENCE, 15 FEET SOUTHWEST OF A POLE, IN LINE WITH THE
 BZ0913'ROW OF POLES, AND 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND
 BZ0913'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 BZ0913
 BZ0913                          STATION RECOVERY (1983)
 BZ0913
 BZ0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0653 ***********************************************************************
 BL0653  DESIGNATION -  G 501
 BL0653  PID         -  BL0653
 BL0653  STATE/COUNTY-  TX/POLK
 BL0653  USGS QUAD   -  CAMDEN (1984)
 BL0653
 BL0653                         *CURRENT SURVEY CONTROL
 BL0653  ___________________________________________________________________
 BL0653* NAD 83(1986)-  30 57 20.     (N)    094 42 08.     (W)     SCALED    
 BL0653* NAVD 88     -       108.67   (+/-2cm)     356.5    (feet)  VERTCON   
 BL0653  ___________________________________________________________________
 BL0653  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0653
 BL0653  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0653
 BL0653.The horizontal coordinates were scaled from a topographic map and have
 BL0653.an estimated accuracy of +/- 6 seconds.
 BL0653
 BL0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0653.The vertical order pertains to the NGVD 29 superseded value.
 BL0653
 BL0653.The geoid height was determined by GEOID03.
 BL0653
 BL0653;                    North         East    Units  Estimated Accuracy
 BL0653;SPC TX C     - 3,156,490.    1,237,750.      MT  (+/- 180 meters Scaled)
 BL0653
 BL0653                          SUPERSEDED SURVEY CONTROL
 BL0653
 BL0653  NGVD 29 (??/??/92)  108.681  (m)          356.56   (f) ADJ UNCH    2 0
 BL0653
 BL0653.Superseded values are not recommended for survey control.
 BL0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0653.See file dsdata.txt to determine how the superseded data were derived.
 BL0653
 BL0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ374259(NAD 83)
 BL0653_MARKER: DB = BENCH MARK DISK
 BL0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0653_STAMPING: G 501 1949
 BL0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0653+STABILITY: SURFACE MOTION
 BL0653
 BL0653  HISTORY     - Date     Condition        Report By
 BL0653  HISTORY     - 1949     MONUMENTED       CGS
 BL0653  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0653  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0653
 BL0653                          STATION DESCRIPTION
 BL0653
 BL0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0653'1.7 MI NW FROM BARNUM.
 BL0653'1.7 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0653'AT BARNUM, 68.8 FEET WEST OF THE WEST CORNER OF THE FARMHOUSE OCCUPIED
 BL0653'BY J. J. HOWARD, ABOUT 125.0 FEET NORTH OF THE SUMMIT OF A HILL, 61.0
 BL0653'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 18.0 FEET NORTH OF
 BL0653'THE CENTER LINE OF A PRIVATE DRIVE, 1.0 FOOT SOUTHEAST OF A FENCE, 1.2
 BL0653'FEET SOUTHWEST OF A REFERENCE POST, ABOUT LEVEL WITH THE HIGHWAY, SET
 BL0653'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BL0653
 BL0653                          STATION RECOVERY (1990)
 BL0653
 BL0653'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BL0653'MARK NOT FOUND.
 BL0653
 BL0653                          STATION RECOVERY (1997)
 BL0653
 BL0653'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0654 ***********************************************************************
 BL0654  DESIGNATION -  G 501 RESET 1964
 BL0654  PID         -  BL0654
 BL0654  STATE/COUNTY-  TX/POLK
 BL0654  USGS QUAD   -  CAMDEN (1984)
 BL0654
 BL0654                         *CURRENT SURVEY CONTROL
 BL0654  ___________________________________________________________________
 BL0654* NAD 83(1986)-  30 57 20.     (N)    094 42 07.     (W)     SCALED    
 BL0654* NAVD 88     -       107.41   (+/-2cm)     352.4    (feet)  VERTCON   
 BL0654  ___________________________________________________________________
 BL0654  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL0654
 BL0654  VERT ORDER  -  THIRD (See Below)
 BL0654
 BL0654.The horizontal coordinates were scaled from a topographic map and have
 BL0654.an estimated accuracy of +/- 6 seconds.
 BL0654
 BL0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0654.The vertical order pertains to the NGVD 29 superseded value.
 BL0654
 BL0654.The geoid height was determined by GEOID03.
 BL0654
 BL0654;                    North         East    Units  Estimated Accuracy
 BL0654;SPC TX C     - 3,156,500.    1,237,780.      MT  (+/- 180 meters Scaled)
 BL0654
 BL0654                          SUPERSEDED SURVEY CONTROL
 BL0654
 BL0654  NGVD 29 (01/29/03)  107.42   (m)          352.4    (f) RESET       3  
 BL0654
 BL0654.Superseded values are not recommended for survey control.
 BL0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0654.See file dsdata.txt to determine how the superseded data were derived.
 BL0654
 BL0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ374259(NAD 83)
 BL0654_MARKER: DB = BENCH MARK DISK
 BL0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0654_STAMPING: G 501 RESET 1964
 BL0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0654+STABILITY: SURFACE MOTION
 BL0654
 BL0654  HISTORY     - Date     Condition        Report By
 BL0654  HISTORY     - 1964     MONUMENTED       CGS
 BL0654
 BL0654                          STATION DESCRIPTION
 BL0654
 BL0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BL0654'1.9 MI NW FROM BARNUM.
 BL0654'ABOUT 1.9 MILES NORTHWEST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE
 BL0654'(GEN. STORE) AT BARNUM, OR ABOUT 8.35 MILES SOUTHEAST ALONG U. S.
 BL0654'HIGHWAY 287 FROM THE JUNCTION OF U. S. HIGHWAYS 59 AND 287 AT CORRIGAN
 BL0654'TO MARK ON THE RIGHT, 74 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY,
 BL0654'69 FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD, 19 FEET SOUTHEAST
 BL0654'OF A POWER LINE POLE WITH TRANSFORMER, 1 FOOT SOUTHEAST OF A METAL
 BL0654'WITNESS POST AND AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 928 +
 BL0654'07.  THE BENCH MARK IS ABOUT MIDWAY BETWEEN AND ACROSS THE HIGHWAY
 BL0654'FROM TWO FARM HOUSES.  A STANDARD DISK STAMPED G 501 RESET 1964, AND
 BL0654'SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0758 ***********************************************************************
 BL0758  DESIGNATION -  G 502
 BL0758  PID         -  BL0758
 BL0758  STATE/COUNTY-  TX/POLK
 BL0758  USGS QUAD   -  LEGGETT (1984)
 BL0758
 BL0758                         *CURRENT SURVEY CONTROL
 BL0758  ___________________________________________________________________
 BL0758* NAD 83(1986)-  30 46 15.     (N)    094 46 39.     (W)     SCALED    
 BL0758* NAVD 88     -       112.14   (+/-2cm)     367.9    (feet)  VERTCON   
 BL0758  ___________________________________________________________________
 BL0758  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0758
 BL0758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0758
 BL0758.The horizontal coordinates were scaled from a topographic map and have
 BL0758.an estimated accuracy of +/- 6 seconds.
 BL0758
 BL0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0758.The vertical order pertains to the NGVD 29 superseded value.
 BL0758
 BL0758.The geoid height was determined by GEOID03.
 BL0758
 BL0758;                    North         East    Units  Estimated Accuracy
 BL0758;SPC TX C     - 3,135,680.    1,231,590.      MT  (+/- 180 meters Scaled)
 BL0758
 BL0758                          SUPERSEDED SURVEY CONTROL
 BL0758
 BL0758  NGVD 29 (??/??/92)  112.146  (m)          367.93   (f) ADJ UNCH    2 0
 BL0758
 BL0758.Superseded values are not recommended for survey control.
 BL0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0758.See file dsdata.txt to determine how the superseded data were derived.
 BL0758
 BL0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ298055(NAD 83)
 BL0758_MARKER: DB = BENCH MARK DISK
 BL0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0758_STAMPING: G 502 1949
 BL0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0758+STABILITY: SURFACE MOTION
 BL0758
 BL0758  HISTORY     - Date     Condition        Report By
 BL0758  HISTORY     - 1949     MONUMENTED       CGS
 BL0758  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0758  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL0758
 BL0758                          STATION DESCRIPTION
 BL0758
 BL0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0758'13.0 MI SE FROM LEGGETT.
 BL0758'7.1 MILES EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BL0758'RAILWAY STATION AT LEGGETT, THENCE 2.1 MILES SOUTH ALONG A DIRT ROAD,
 BL0758'THENCE 2.4 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 1.4 MILES SOUTH
 BL0758'ALONG A DIRT ROAD, AT A T-JUNCTION OF DIRT ROADS, AT THE SUMMIT OF A
 BL0758'HILL, ABOUT 205.0 FEET EAST OF THE EAST SIDE OF AN ABANDONED
 BL0758'FARMHOUSE, ABOUT 0.15 MILE NORTH OF A FARMHOUSE ON THE WEST SIDE OF
 BL0758'THE ROAD, 86.0 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 35.0
 BL0758'FEET NORTH OF THE CENTER LINE OF A SIDE ROAD LEADING EAST, 1.5 FEET
 BL0758'SOUTH OF AN EAST-WEST FENCE, 1.4 FEET WEST OF A REFERENCE POST, SET IN
 BL0758'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BL0758'NOTE-- THIS BENCH MARK IS ALSO 14.2 MILES NORTHEASTERLY FROM
 BL0758'LIVINGSTON, AND, 0.8 MILE NORTH OF BENCH MARK F 502 1949.
 BL0758
 BL0758                          STATION RECOVERY (1977)
 BL0758
 BL0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0758'MARK NOT FOUND.
 BL0758
 BL0758                          STATION RECOVERY (1989)
 BL0758
 BL0758'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BL0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0691 ***********************************************************************
 BL0691  DESIGNATION -  G 503
 BL0691  PID         -  BL0691
 BL0691  STATE/COUNTY-  TX/TYLER
 BL0691  USGS QUAD   -  CHESTER (1984)
 BL0691
 BL0691                         *CURRENT SURVEY CONTROL
 BL0691  ___________________________________________________________________
 BL0691* NAD 83(1986)-  30 58 34.     (N)    094 36 08.     (W)     SCALED    
 BL0691* NAVD 88     -        68.51   (+/-2cm)     224.8    (feet)  VERTCON   
 BL0691  ___________________________________________________________________
 BL0691  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL0691
 BL0691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0691
 BL0691.The horizontal coordinates were scaled from a topographic map and have
 BL0691.an estimated accuracy of +/- 6 seconds.
 BL0691
 BL0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0691.The vertical order pertains to the NGVD 29 superseded value.
 BL0691
 BL0691.The geoid height was determined by GEOID03.
 BL0691
 BL0691;                    North         East    Units  Estimated Accuracy
 BL0691;SPC TX C     - 3,159,260.    1,247,180.      MT  (+/- 180 meters Scaled)
 BL0691
 BL0691                          SUPERSEDED SURVEY CONTROL
 BL0691
 BL0691  NGVD 29 (??/??/92)   68.525  (m)          224.82   (f) ADJ UNCH    2 0
 BL0691
 BL0691.Superseded values are not recommended for survey control.
 BL0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0691.See file dsdata.txt to determine how the superseded data were derived.
 BL0691
 BL0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ469280(NAD 83)
 BL0691_MARKER: DB = BENCH MARK DISK
 BL0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0691_STAMPING: G 503 1949
 BL0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0691+STABILITY: SURFACE MOTION
 BL0691
 BL0691  HISTORY     - Date     Condition        Report By
 BL0691  HISTORY     - 1949     MONUMENTED       CGS
 BL0691
 BL0691                          STATION DESCRIPTION
 BL0691
 BL0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0691'4.35 MI NW FROM CHESTER.
 BL0691'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BL0691'THENCE 2.35 MILES NORTHWEST ALONG A DIRT ROAD, NEAR THE SUMMIT OF A
 BL0691'HILL, 0.2 MILE NORTHWEST OF A Y-JUNCTION AT A CATTLE GUARD, 139.0 FEET
 BL0691'SOUTH OF THE CENTER LINE OF THE ROAD, 7.8 FEET NORTHEAST OF A 8-INCH
 BL0691'PINE WITH A TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF THE TREE, 1.6
 BL0691'FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0691'PROJECING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS ALSO
 BL0691'5.8 MILES NORTHEAST OF THE POST OFFICE AT BARNUM AND 1.1 MILES
 BL0691'NORTHEAST OF BENCH MARK F 503 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0152 ***********************************************************************
 BL0152  DESIGNATION -  G 504
 BL0152  PID         -  BL0152
 BL0152  STATE/COUNTY-  TX/TYLER
 BL0152  USGS QUAD   -  BOGGY LAKE (1984)
 BL0152
 BL0152                         *CURRENT SURVEY CONTROL
 BL0152  ___________________________________________________________________
 BL0152* NAD 83(1986)-  30 59 24.     (N)    094 17 36.     (W)     SCALED    
 BL0152* NAVD 88     -        64.33   (+/-2cm)     211.1    (feet)  VERTCON   
 BL0152  ___________________________________________________________________
 BL0152  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BL0152
 BL0152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0152
 BL0152.The horizontal coordinates were scaled from a topographic map and have
 BL0152.an estimated accuracy of +/- 6 seconds.
 BL0152
 BL0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0152.The vertical order pertains to the NGVD 29 superseded value.
 BL0152
 BL0152.The geoid height was determined by GEOID03.
 BL0152
 BL0152;                    North         East    Units  Estimated Accuracy
 BL0152;SPC TX C     - 3,162,350.    1,276,550.      MT  (+/- 180 meters Scaled)
 BL0152
 BL0152                          SUPERSEDED SURVEY CONTROL
 BL0152
 BL0152  NGVD 29 (??/??/92)   64.339  (m)          211.09   (f) ADJ UNCH    2 0
 BL0152
 BL0152.Superseded values are not recommended for survey control.
 BL0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0152.See file dsdata.txt to determine how the superseded data were derived.
 BL0152
 BL0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ765292(NAD 83)
 BL0152_MARKER: DB = BENCH MARK DISK
 BL0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0152_STAMPING: G 504 1949
 BL0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0152+STABILITY: SURFACE MOTION
 BL0152
 BL0152  HISTORY     - Date     Condition        Report By
 BL0152  HISTORY     - 1949     MONUMENTED       CGS
 BL0152
 BL0152                          STATION DESCRIPTION
 BL0152
 BL0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0152'6.3 MI SE FROM ROCKLAND.
 BL0152'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BL0152'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BL0152'DIRT ROAD, THENCE 3.3 MILES SOUTHEAST ALONG A DIRT ROAD, 84.0 FEET
 BL0152'NORTHWEST OF THE CENTER LINE OF A NORTHEAST AND SOUTHWEST ROAD, 43.0
 BL0152'FEET NORTHEAST OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST ROAD,
 BL0152'8.8 FEET EAST OF A 14 INCH TRIANGULAR BLAZED PINE TREE, 1.2 FEET SOUTH
 BL0152'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL0152'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0667 ***********************************************************************
 BL0667  DESIGNATION -  G 506
 BL0667  PID         -  BL0667
 BL0667  STATE/COUNTY-  TX/TYLER
 BL0667  USGS QUAD   -  CHESTER (1984)
 BL0667
 BL0667                         *CURRENT SURVEY CONTROL
 BL0667  ___________________________________________________________________
 BL0667* NAD 83(1986)-  30 55 40.     (N)    094 36 48.     (W)     SCALED    
 BL0667* NAVD 88     -        78.68   (+/-2cm)     258.1    (feet)  VERTCON   
 BL0667  ___________________________________________________________________
 BL0667  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL0667
 BL0667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0667
 BL0667.The horizontal coordinates were scaled from a topographic map and have
 BL0667.an estimated accuracy of +/- 6 seconds.
 BL0667
 BL0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0667.The vertical order pertains to the NGVD 29 superseded value.
 BL0667
 BL0667.The geoid height was determined by GEOID03.
 BL0667
 BL0667;                    North         East    Units  Estimated Accuracy
 BL0667;SPC TX C     - 3,153,850.    1,246,390.      MT  (+/- 180 meters Scaled)
 BL0667
 BL0667                          SUPERSEDED SURVEY CONTROL
 BL0667
 BL0667  NGVD 29 (??/??/92)   78.688  (m)          258.16   (f) ADJ UNCH    2 0
 BL0667
 BL0667.Superseded values are not recommended for survey control.
 BL0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0667.See file dsdata.txt to determine how the superseded data were derived.
 BL0667
 BL0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ458227(NAD 83)
 BL0667_MARKER: DB = BENCH MARK DISK
 BL0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0667_STAMPING: G 506 1949
 BL0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0667+STABILITY: SURFACE MOTION
 BL0667
 BL0667  HISTORY     - Date     Condition        Report By
 BL0667  HISTORY     - 1949     MONUMENTED       CGS
 BL0667  HISTORY     - 1972     GOOD             NGS
 BL0667  HISTORY     - 1989     GOOD             USPSQD
 BL0667
 BL0667                          STATION DESCRIPTION
 BL0667
 BL0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0667'1 MI W FROM CHESTER.
 BL0667'FROM THE INTERSECTION OF U.S. HWY. 287 AND FARM ROADS 1745 AND 2074 IN
 BL0667'CHESTER, GO WESTERLY ON U.S. HWY. 287 FOR 0.8 MILE TO MARK ON THE
 BL0667'LEFT.  A STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND CONCRETE
 BL0667'POST, THAT PROJECTS 6-INCHES AND IS STAMPED G 506 1949.  IT IS 171
 BL0667'FEET WEST-NORTHWEST OF THE CENTER OF DRIVE-WAY LEADING SOUTH, 58 FEET
 BL0667'SOUTH OF THE CENTER-LINE OF U.S. HWY. 287, 6 FEET NORTH OF THE NEW
 BL0667'RIGHT-OF-WAY FENCE LINE, AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 BL0667
 BL0667                          STATION RECOVERY (1989)
 BL0667
 BL0667'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BL0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0578 ***********************************************************************
 BL0578  DESIGNATION -  G 507
 BL0578  PID         -  BL0578
 BL0578  STATE/COUNTY-  TX/POLK
 BL0578  USGS QUAD   -  DALLARDSVILLE (1984)
 BL0578
 BL0578                         *CURRENT SURVEY CONTROL
 BL0578  ___________________________________________________________________
 BL0578* NAD 83(1986)-  30 43 08.     (N)    094 39 59.     (W)     SCALED    
 BL0578* NAVD 88     -       116.84   (+/-2cm)     383.3    (feet)  VERTCON   
 BL0578  ___________________________________________________________________
 BL0578  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL0578
 BL0578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0578
 BL0578.The horizontal coordinates were scaled from a topographic map and have
 BL0578.an estimated accuracy of +/- 6 seconds.
 BL0578
 BL0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0578.The vertical order pertains to the NGVD 29 superseded value.
 BL0578
 BL0578.The geoid height was determined by GEOID03.
 BL0578
 BL0578;                    North         East    Units  Estimated Accuracy
 BL0578;SPC TX C     - 3,130,470.    1,242,510.      MT  (+/- 180 meters Scaled)
 BL0578
 BL0578                          SUPERSEDED SURVEY CONTROL
 BL0578
 BL0578  NGVD 29 (??/??/92)  116.841  (m)          383.34   (f) ADJ UNCH    2 0
 BL0578
 BL0578.Superseded values are not recommended for survey control.
 BL0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0578.See file dsdata.txt to determine how the superseded data were derived.
 BL0578
 BL0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP404996(NAD 83)
 BL0578_MARKER: DB = BENCH MARK DISK
 BL0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0578_STAMPING: G 507 1949
 BL0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0578+STABILITY: SURFACE MOTION
 BL0578
 BL0578  HISTORY     - Date     Condition        Report By
 BL0578  HISTORY     - 1949     MONUMENTED       CGS
 BL0578
 BL0578                          STATION DESCRIPTION
 BL0578
 BL0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0578'15.9 MI W FROM WOODVILLE.
 BL0578'15.9 MILES WEST ALONG U. S. HIGHWAY NO. 190 FROM THE COURT HOUSE AT
 BL0578'WOODVILLE, AT A Y-JUNCTION OF THE HIGHWAY AND A DIRT ROAD LEADING
 BL0578'NORTH, 0.1 MILE EAST OF A CATTLE GUARD AT THE EAST BOUNDARY OF THE
 BL0578'ALABAMA AND COUSHATTI INDIAN RESERVATION, 183.0 FEET NORTH OF THE
 BL0578'CENTER LINE OF THE HIGHWAY, 42.0 FEET NORTHWEST OF THE CENTER LINE OF
 BL0578'THE DIRT ROAD, 15.0 FEET NORTH OF THE CENTER LINE OF A FAINT WOODS
 BL0578'ROAD, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BL0578'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0340 ***********************************************************************
 BY0340  DESIGNATION -  G 508
 BY0340  PID         -  BY0340
 BY0340  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0340  USGS QUAD   -  BROADDUS (1984)
 BY0340
 BY0340                         *CURRENT SURVEY CONTROL
 BY0340  ___________________________________________________________________
 BY0340* NAD 83(1986)-  31 19 30.     (N)    094 16 13.     (W)     SCALED    
 BY0340* NAVD 88     -        64.69   (+/-2cm)     212.2    (feet)  VERTCON   
 BY0340  ___________________________________________________________________
 BY0340  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BY0340
 BY0340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0340
 BY0340.The horizontal coordinates were scaled from a topographic map and have
 BY0340.an estimated accuracy of +/- 6 seconds.
 BY0340
 BY0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0340.The vertical order pertains to the NGVD 29 superseded value.
 BY0340
 BY0340.The geoid height was determined by GEOID03.
 BY0340
 BY0340;                    North         East    Units  Estimated Accuracy
 BY0340;SPC TX C     - 3,199,560.    1,276,730.      MT  (+/- 180 meters Scaled)
 BY0340
 BY0340                          SUPERSEDED SURVEY CONTROL
 BY0340
 BY0340  NGVD 29 (??/??/92)   64.721  (m)          212.34   (f) ADJ UNCH    2 0
 BY0340
 BY0340.Superseded values are not recommended for survey control.
 BY0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0340.See file dsdata.txt to determine how the superseded data were derived.
 BY0340
 BY0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ791663(NAD 83)
 BY0340_MARKER: DB = BENCH MARK DISK
 BY0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0340_STAMPING: G 508 1949
 BY0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0340+STABILITY: SURFACE MOTION
 BY0340
 BY0340  HISTORY     - Date     Condition        Report By
 BY0340  HISTORY     - 1949     MONUMENTED       CGS
 BY0340
 BY0340                          STATION DESCRIPTION
 BY0340
 BY0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0340'1.45 MI N FROM BROADDUS.
 BY0340'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0340'BROADDUS, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, 182.0 FEET
 BY0340'NORTHWEST OF THE NORTHWEST END OF A WOODEN BRIDGE OVER A BRANCH OF
 BY0340'PRAIRE CREEK, 59.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 24.0
 BY0340'FEET SOUTH OF A 12-INCH OAK WITH A TRIANGULAR BLAZE ON THE SOUTHWEST
 BY0340'SIDE OF THE TREE, 1.2 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN
 BY0340'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0474 ***********************************************************************
 BY0474  DESIGNATION -  G 509
 BY0474  PID         -  BY0474
 BY0474  STATE/COUNTY-  TX/NACOGDOCHES
 BY0474  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0474
 BY0474                         *CURRENT SURVEY CONTROL
 BY0474  ___________________________________________________________________
 BY0474* NAD 83(1986)-  31 19 35.     (N)    094 23 19.     (W)     SCALED    
 BY0474* NAVD 88     -        77.87   (+/-2cm)     255.5    (feet)  VERTCON   
 BY0474  ___________________________________________________________________
 BY0474  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BY0474
 BY0474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0474
 BY0474.The horizontal coordinates were scaled from a topographic map and have
 BY0474.an estimated accuracy of +/- 6 seconds.
 BY0474
 BY0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0474.The vertical order pertains to the NGVD 29 superseded value.
 BY0474
 BY0474.The geoid height was determined by GEOID03.
 BY0474
 BY0474;                    North         East    Units  Estimated Accuracy
 BY0474;SPC TX C     - 3,199,100.    1,265,480.      MT  (+/- 180 meters Scaled)
 BY0474
 BY0474                          SUPERSEDED SURVEY CONTROL
 BY0474
 BY0474  NGVD 29 (??/??/92)   77.904  (m)          255.59   (f) ADJ UNCH    2 0
 BY0474
 BY0474.Superseded values are not recommended for survey control.
 BY0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0474.See file dsdata.txt to determine how the superseded data were derived.
 BY0474
 BY0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ678666(NAD 83)
 BY0474_MARKER: DB = BENCH MARK DISK
 BY0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0474_STAMPING: G 509 1949
 BY0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0474+STABILITY: SURFACE MOTION
 BY0474
 BY0474  HISTORY     - Date     Condition        Report By
 BY0474  HISTORY     - 1949     MONUMENTED       CGS
 BY0474  HISTORY     - 1968     GOOD             NGS
 BY0474
 BY0474                          STATION DESCRIPTION
 BY0474
 BY0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0474'5.45 MI SE FROM ETOILE.
 BY0474'ABOUT 0.85 MILE SOUTH ALONG F.M. HIGHWAY 226 FROM THE POST OFFICE IN
 BY0474'ETOILE TO STATE HIGHWAY 103, THENCE 4.6 MILES SOUTHEAST ALONG F.M.
 BY0474'HIGHWAY 226 TO SITE OF BENCH MARK, 45 FEET SOUTHWEST OF THE CENTER
 BY0474'LINE OF HIGHWAY, ABOUT 50 FEET NORTH OF THE GROCERY STORE OF MR.
 BY0474'WHITEHEADS, 10 FEET SOUTH OF A POWER LINE POLE, AND AT TEXAS HIGHWAY
 BY0474'DEPARTMENT STATION 241 + 15.  A C AND GS DISK SET IN A ROUND CONCRETE
 BY0474'POST FLUSH WITH THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0192 ***********************************************************************
 AM0192  DESIGNATION -  G 51 RESET 1941
 AM0192  PID         -  AM0192
 AM0192  STATE/COUNTY-  TX/MATAGORDA
 AM0192  USGS QUAD   -  BAY CITY (1972)
 AM0192
 AM0192                         *CURRENT SURVEY CONTROL
 AM0192  ___________________________________________________________________
 AM0192* NAD 83(1986)-  28 56 02.     (N)    095 59 57.     (W)     SCALED    
 AM0192* NAVD 88     -        13.60   (+/-2cm)      44.6    (feet)  VERTCON   
 AM0192  ___________________________________________________________________
 AM0192  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AM0192
 AM0192  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0192
 AM0192.The horizontal coordinates were scaled from a topographic map and have
 AM0192.an estimated accuracy of +/- 6 seconds.
 AM0192
 AM0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0192.The vertical order pertains to the NGVD 29 superseded value.
 AM0192
 AM0192.The geoid height was determined by GEOID03.
 AM0192
 AM0192;                    North         East    Units  Estimated Accuracy
 AM0192;SPC TXSC     - 4,125,730.      892,520.      MT  (+/- 180 meters Scaled)
 AM0192
 AM0192                          SUPERSEDED SURVEY CONTROL
 AM0192
 AM0192  NGVD 29 (??/??/92)   13.637  (m)           44.74   (f) ADJ UNCH    1 1
 AM0192
 AM0192.Superseded values are not recommended for survey control.
 AM0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0192.See file dsdata.txt to determine how the superseded data were derived.
 AM0192
 AM0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN076043(NAD 83)
 AM0192_MARKER: DB = BENCH MARK DISK
 AM0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0192_STAMPING: G 51 1918 RESET 1941
 AM0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0192+STABILITY: SURFACE MOTION
 AM0192
 AM0192  HISTORY     - Date     Condition        Report By
 AM0192  HISTORY     - 1941     MONUMENTED       CGS
 AM0192  HISTORY     - 1972     GOOD             NGS
 AM0192
 AM0192                          STATION DESCRIPTION
 AM0192
 AM0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0192'3.95 MI SW FROM BAY CITY.
 AM0192'3.95 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AM0192'STATION AT BAY CITY, 0.2 MILE SOUTH OF THE CROSSING OF A PRIVATE ROAD,
 AM0192'ABOUT 2 POLES NORTH OF BRIDGE 280.0, 98 1/2 FEET NORTH-NORTHWEST OF
 AM0192'MILEPOLE 280, 66.0 FEET WEST OF THE WEST RAIL, 3.0 FEET WEST OF THE
 AM0192'WEST RAILROAD RIGHT-OF-WAY FENCE, 2.5 FEET NORTH OF A WITNESS POST,
 AM0192'ABOUT 5 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 AM0192'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0036 ***********************************************************************
 FM0036  DESIGNATION -  G 512
 FM0036  PID         -  FM0036
 FM0036  STATE/COUNTY-  TX/HARTLEY
 FM0036  USGS QUAD   -  MORAN RANCH (1963)
 FM0036
 FM0036                         *CURRENT SURVEY CONTROL
 FM0036  ___________________________________________________________________
 FM0036* NAD 83(1986)-  35 55 44.     (N)    102 14 55.     (W)     SCALED    
 FM0036* NAVD 88     -      1178.671  (meters)    3867.02   (feet)  ADJUSTED  
 FM0036  ___________________________________________________________________
 FM0036  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 FM0036  DYNAMIC HT  -        1177.296 (meters)    3862.51  (feet)  COMP
 FM0036  MODELED GRAV-     979,425.4   (mgal)                       NAVD 88
 FM0036
 FM0036  VERT ORDER  -  SECOND    CLASS 0
 FM0036
 FM0036.The horizontal coordinates were scaled from a topographic map and have
 FM0036.an estimated accuracy of +/- 6 seconds.
 FM0036
 FM0036.The orthometric height was determined by differential leveling
 FM0036.and adjusted by the National Geodetic Survey in June 1991..
 FM0036
 FM0036.The geoid height was determined by GEOID03.
 FM0036
 FM0036.The dynamic height is computed by dividing the NAVD 88
 FM0036.geopotential number by the normal gravity value computed on the
 FM0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0036.degrees latitude (g = 980.6199 gals.).
 FM0036
 FM0036.The modeled gravity was interpolated from observed gravity values.
 FM0036
 FM0036;                    North         East    Units  Estimated Accuracy
 FM0036;SPC TX N     - 1,214,240.      132,450.      MT  (+/- 180 meters Scaled)
 FM0036
 FM0036                          SUPERSEDED SURVEY CONTROL
 FM0036
 FM0036  NGVD 29 (??/??/92) 1178.105  (m)         3865.17   (f) ADJ UNCH    2 0
 FM0036
 FM0036.Superseded values are not recommended for survey control.
 FM0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0036.See file dsdata.txt to determine how the superseded data were derived.
 FM0036
 FM0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV482795(NAD 83)
 FM0036_MARKER: DB = BENCH MARK DISK
 FM0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0036_STAMPING: G 512 1935
 FM0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0036+STABILITY: SURFACE MOTION
 FM0036
 FM0036  HISTORY     - Date     Condition        Report By
 FM0036  HISTORY     - 1935     MONUMENTED       CGS
 FM0036  HISTORY     - 1952     MARK NOT FOUND   NGS
 FM0036
 FM0036                          STATION DESCRIPTION
 FM0036
 FM0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0036'13.1 MI NE FROM HARTLEY.
 FM0036'TO REACH FROM HARTLEY POST OFFICE GO 9.0 MILES EAST ALONG STATE
 FM0036'HIGHWAY NO. 41, THENCE 4.1 MILES NORTH ALONG TRAIL WHICH PARALLELS
 FM0036'POWER LINE.  0.3 MILE NORTH OF SECTION LINE FENCE, 51.6 FEET WEST OF
 FM0036'CENTERLINE OF TRAIL, AND 2.5 FEET EAST OF POWER LINE POLE.
 FM0036
 FM0036                          STATION RECOVERY (1952)
 FM0036
 FM0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FM0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0074 ***********************************************************************
 GL0074  DESIGNATION -  G 513
 GL0074  PID         -  GL0074
 GL0074  STATE/COUNTY-  TX/MOORE
 GL0074  USGS QUAD   -  EXUM (1965)
 GL0074
 GL0074                         *CURRENT SURVEY CONTROL
 GL0074  ___________________________________________________________________
 GL0074* NAD 83(1986)-  36 01 32.     (N)    102 09 44.     (W)     SCALED    
 GL0074* NAVD 88     -      1156.176  (meters)    3793.22   (feet)  ADJUSTED  
 GL0074  ___________________________________________________________________
 GL0074  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 GL0074  DYNAMIC HT  -        1154.847 (meters)    3788.86  (feet)  COMP
 GL0074  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 GL0074
 GL0074  VERT ORDER  -  SECOND    CLASS 0
 GL0074
 GL0074.The horizontal coordinates were scaled from a topographic map and have
 GL0074.an estimated accuracy of +/- 6 seconds.
 GL0074
 GL0074.The orthometric height was determined by differential leveling
 GL0074.and adjusted by the National Geodetic Survey in June 1991..
 GL0074
 GL0074.The geoid height was determined by GEOID03.
 GL0074
 GL0074.The dynamic height is computed by dividing the NAVD 88
 GL0074.geopotential number by the normal gravity value computed on the
 GL0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0074.degrees latitude (g = 980.6199 gals.).
 GL0074
 GL0074.The modeled gravity was interpolated from observed gravity values.
 GL0074
 GL0074;                    North         East    Units  Estimated Accuracy
 GL0074;SPC TX N     - 1,224,910.      140,310.      MT  (+/- 180 meters Scaled)
 GL0074
 GL0074                          SUPERSEDED SURVEY CONTROL
 GL0074
 GL0074.No superseded survey control is available for this station.
 GL0074
 GL0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV557905(NAD 83)
 GL0074_MARKER: DB = BENCH MARK DISK
 GL0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0074_STAMPING: G 513 1935
 GL0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0074+STABILITY: SURFACE MOTION
 GL0074
 GL0074  HISTORY     - Date     Condition        Report By
 GL0074  HISTORY     - 1935     MONUMENTED       CGS
 GL0074  HISTORY     - 1943     GOOD             NGS
 GL0074  HISTORY     - 1945     MARK NOT FOUND   LOCENG
 GL0074
 GL0074                          STATION DESCRIPTION
 GL0074
 GL0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0074'9.2 MI W FROM ETTER.
 GL0074'9.2 MILES WEST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0074'ETTER.  SET AT MILE POST NUMBER 38.30, ABOUT 0.2 MILE WEST OF A GRADED
 GL0074'ROAD CROSSING.  35.4 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 12.3
 GL0074'FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1.3 FEET NORTH OF THE MILE POST,
 GL0074'1.0 FOOT NORTH OF THE REFERENCE POST.  NOTE-- PROBABLY BURIED BY
 GL0074'DRIFTING SAND.
 GL0074
 GL0074                          STATION RECOVERY (1945)
 GL0074
 GL0074'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 GL0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0373 ***********************************************************************
 GK0373  DESIGNATION -  G 515
 GK0373  PID         -  GK0373
 GK0373  STATE/COUNTY-  TX/OCHILTREE
 GK0373  USGS QUAD   -  SPEARMAN NE (1973)
 GK0373
 GK0373                         *CURRENT SURVEY CONTROL
 GK0373  ___________________________________________________________________
 GK0373* NAD 83(1986)-  36 11 11.     (N)    101 01 16.     (W)     SCALED    
 GK0373* NAVD 88     -       927.263  (meters)    3042.20   (feet)  ADJUSTED  
 GK0373  ___________________________________________________________________
 GK0373  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GK0373  DYNAMIC HT  -         926.269 (meters)    3038.93  (feet)  COMP
 GK0373  MODELED GRAV-     979,528.9   (mgal)                       NAVD 88
 GK0373
 GK0373  VERT ORDER  -  SECOND    CLASS 0
 GK0373
 GK0373.The horizontal coordinates were scaled from a topographic map and have
 GK0373.an estimated accuracy of +/- 6 seconds.
 GK0373
 GK0373.The orthometric height was determined by differential leveling
 GK0373.and adjusted by the National Geodetic Survey in June 1991..
 GK0373.WARNING-Repeat measurements at this control monument indicate possible
 GK0373.vertical movement.
 GK0373
 GK0373.The geoid height was determined by GEOID03.
 GK0373
 GK0373.The dynamic height is computed by dividing the NAVD 88
 GK0373.geopotential number by the normal gravity value computed on the
 GK0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0373.degrees latitude (g = 980.6199 gals.).
 GK0373
 GK0373.The modeled gravity was interpolated from observed gravity values.
 GK0373
 GK0373;                    North         East    Units  Estimated Accuracy
 GK0373;SPC TX N     - 1,242,660.      243,080.      MT  (+/- 180 meters Scaled)
 GK0373
 GK0373                          SUPERSEDED SURVEY CONTROL
 GK0373
 GK0373  NGVD 29 (??/??/92)  926.854  (m)         3040.85   (f) ADJ UNCH    2 0
 GK0373
 GK0373.Superseded values are not recommended for survey control.
 GK0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0373.See file dsdata.txt to determine how the superseded data were derived.
 GK0373
 GK0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF182065(NAD 83)
 GK0373_MARKER: DB = BENCH MARK DISK
 GK0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0373_STAMPING: G 515 1935
 GK0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0373+STABILITY: SURFACE MOTION
 GK0373
 GK0373  HISTORY     - Date     Condition        Report By
 GK0373  HISTORY     - 1935     MONUMENTED       CGS
 GK0373  HISTORY     - 1943     GOOD             NGS
 GK0373  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0373
 GK0373                          STATION DESCRIPTION
 GK0373
 GK0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0373'9.8 MI E FROM SPEARMAN.
 GK0373'IN OCHILTREE COUNTY, 9.8 MILES EAST AND 0.4 MILE SOUTH ALONG GRADED
 GK0373'ROADS FROM THE COURTHOUSE AT SPEARMAN, HANSFORD COUNTY, ABOUT 600 FEET
 GK0373'NORTHWEST OF THE NORTHWEST CORNER OF A SCHOOLHOUSE, 100 YARDS WEST
 GK0373'ACROSS THE ROAD FROM A CEMETERY, 56.1 FEET SOUTHWEST OF THE CENTERLINE
 GK0373'OF THE ROAD, 42.7 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 GK0373'ROAD, AND IN THE NORTHWEST CORNER OF THE SCHOOLYARD. A STANDARD DISK,
 GK0373'STAMPED G 515 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0373
 GK0373                          STATION RECOVERY (1973)
 GK0373
 GK0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1459 ***********************************************************************
 FL1459  DESIGNATION -  G 516
 FL1459  PID         -  FL1459
 FL1459  STATE/COUNTY-  TX/MOORE
 FL1459  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1459
 FL1459                         *CURRENT SURVEY CONTROL
 FL1459  ___________________________________________________________________
 FL1459* NAD 83(1986)-  35 54 28.     (N)    101 42 16.     (W)     SCALED    
 FL1459* NAVD 88     -      1043.808  (meters)    3424.56   (feet)  ADJUSTED  
 FL1459  ___________________________________________________________________
 FL1459  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 FL1459  DYNAMIC HT  -        1042.623 (meters)    3420.67  (feet)  COMP
 FL1459  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 FL1459
 FL1459  VERT ORDER  -  SECOND    CLASS 0
 FL1459
 FL1459.The horizontal coordinates were scaled from a topographic map and have
 FL1459.an estimated accuracy of +/- 6 seconds.
 FL1459
 FL1459.The orthometric height was determined by differential leveling
 FL1459.and adjusted by the National Geodetic Survey in June 1991..
 FL1459
 FL1459.The geoid height was determined by GEOID03.
 FL1459
 FL1459.The dynamic height is computed by dividing the NAVD 88
 FL1459.geopotential number by the normal gravity value computed on the
 FL1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1459.degrees latitude (g = 980.6199 gals.).
 FL1459
 FL1459.The modeled gravity was interpolated from observed gravity values.
 FL1459
 FL1459;                    North         East    Units  Estimated Accuracy
 FL1459;SPC TX N     - 1,211,670.      181,550.      MT  (+/- 180 meters Scaled)
 FL1459
 FL1459                          SUPERSEDED SURVEY CONTROL
 FL1459
 FL1459  NGVD 29 (??/??/92) 1043.302  (m)         3422.90   (f) ADJ UNCH    2 0
 FL1459
 FL1459.Superseded values are not recommended for survey control.
 FL1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1459.See file dsdata.txt to determine how the superseded data were derived.
 FL1459
 FL1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE559770(NAD 83)
 FL1459_MARKER: DB = BENCH MARK DISK
 FL1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1459_STAMPING: G 516 1935
 FL1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1459+STABILITY: SURFACE MOTION
 FL1459
 FL1459  HISTORY     - Date     Condition        Report By
 FL1459  HISTORY     - 1935     MONUMENTED       CGS
 FL1459  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL1459
 FL1459                          STATION DESCRIPTION
 FL1459
 FL1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1459'17.7 MI NE FROM DUMAS.
 FL1459'TO REACH FROM DUMAS COURTHOUSE GO 2.1 MILES NORTH ALONG STATE HIGHWAY
 FL1459'NO. 9, THENCE 3.7 MILES EAST, THENCE 1.0 MILES NORTH, THENCE 10.9
 FL1459'MILES EAST, ALONG GRADED ROADS.  AT POINT WHERE TELEPHONE LINE CROSSES
 FL1459'ROAD, ABOUT 640 FEET SOUTHEAST OF RANCH HOUSE WITH WOODEN WINDMILL IN
 FL1459'FRONT YARD, 27.3 FEET SOUTH OF CENTERLINE OF DRIVE TO HOUSE, 28.5 FEET
 FL1459'NORTH OF CENTERLINE OF GRADED ROAD, AND 1.5 FEET SOUTH OF RIGHT OF WAY
 FL1459'FENCE.
 FL1459
 FL1459                          STATION RECOVERY (1971)
 FL1459
 FL1459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0344 ***********************************************************************
 GK0344  DESIGNATION -  G 518
 GK0344  PID         -  GK0344
 GK0344  STATE/COUNTY-  TX/HUTCHINSON
 GK0344  USGS QUAD   -  MORSE SE (1974)
 GK0344
 GK0344                         *CURRENT SURVEY CONTROL
 GK0344  ___________________________________________________________________
 GK0344* NAD 83(1986)-  36 02 14.     (N)    101 22 22.     (W)     SCALED    
 GK0344* NAVD 88     -       979.910  (meters)    3214.92   (feet)  ADJUSTED  
 GK0344  ___________________________________________________________________
 GK0344  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 GK0344  DYNAMIC HT  -         978.829 (meters)    3211.37  (feet)  COMP
 GK0344  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 GK0344
 GK0344  VERT ORDER  -  SECOND    CLASS 0
 GK0344
 GK0344.The horizontal coordinates were scaled from a topographic map and have
 GK0344.an estimated accuracy of +/- 6 seconds.
 GK0344
 GK0344.The orthometric height was determined by differential leveling
 GK0344.and adjusted by the National Geodetic Survey in June 1991..
 GK0344
 GK0344.The geoid height was determined by GEOID03.
 GK0344
 GK0344.The dynamic height is computed by dividing the NAVD 88
 GK0344.geopotential number by the normal gravity value computed on the
 GK0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0344.degrees latitude (g = 980.6199 gals.).
 GK0344
 GK0344.The modeled gravity was interpolated from observed gravity values.
 GK0344
 GK0344;                    North         East    Units  Estimated Accuracy
 GK0344;SPC TX N     - 1,226,020.      211,470.      MT  (+/- 180 meters Scaled)
 GK0344
 GK0344                          SUPERSEDED SURVEY CONTROL
 GK0344
 GK0344  NGVD 29 (??/??/92)  979.455  (m)         3213.43   (f) ADJ UNCH    2 0
 GK0344
 GK0344.Superseded values are not recommended for survey control.
 GK0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0344.See file dsdata.txt to determine how the superseded data were derived.
 GK0344
 GK0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE862906(NAD 83)
 GK0344_MARKER: DB = BENCH MARK DISK
 GK0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0344_STAMPING: G 518 1935
 GK0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0344+STABILITY: SURFACE MOTION
 GK0344
 GK0344  HISTORY     - Date     Condition        Report By
 GK0344  HISTORY     - 1935     MONUMENTED       CGS
 GK0344  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0344
 GK0344                          STATION DESCRIPTION
 GK0344
 GK0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0344'5.9 MI E FROM MORSE.
 GK0344'IN HUTCHINSON COUNTY, 5.9 MILES EAST ALONG THE SPEARMAN-SUNRAY ROAD
 GK0344'FROM THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 GK0344'1.1 MILES SOUTH OF THE STATION AT MORSE, HANSFORD COUNTY, 0.7 MILE
 GK0344'EAST OF A ONE-MILE JOG IN THE ROAD, ABOUT 750 FEET SOUTHEAST OF A
 GK0344'SMALL RANCH HOUSE, 107 FEET SOUTHEAST OF A ROAD INTERSECTION, 36 FEET
 GK0344'SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST GRADED ROAD, AND 16 FEET
 GK0344'EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED G 518 1935 AND SET
 GK0344'IN THE TOP OF A CONCRETE POST.
 GK0344
 GK0344                          STATION RECOVERY (1973)
 GK0344
 GK0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0392 ***********************************************************************
 GK0392  DESIGNATION -  G 519
 GK0392  PID         -  GK0392
 GK0392  STATE/COUNTY-  TX/HUTCHINSON
 GK0392  USGS QUAD   -  MORSE SE (1974)
 GK0392
 GK0392                         *CURRENT SURVEY CONTROL
 GK0392  ___________________________________________________________________
 GK0392* NAD 83(1986)-  36 02 14.     (N)    101 19 18.     (W)     SCALED    
 GK0392* NAVD 88     -       982.014  (meters)    3221.82   (feet)  ADJUSTED  
 GK0392  ___________________________________________________________________
 GK0392  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 GK0392  DYNAMIC HT  -         980.930 (meters)    3218.27  (feet)  COMP
 GK0392  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 GK0392
 GK0392  VERT ORDER  -  SECOND    CLASS 0
 GK0392
 GK0392.The horizontal coordinates were scaled from a topographic map and have
 GK0392.an estimated accuracy of +/- 6 seconds.
 GK0392
 GK0392.The orthometric height was determined by differential leveling
 GK0392.and adjusted by the National Geodetic Survey in June 1991..
 GK0392
 GK0392.The geoid height was determined by GEOID03.
 GK0392
 GK0392.The dynamic height is computed by dividing the NAVD 88
 GK0392.geopotential number by the normal gravity value computed on the
 GK0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0392.degrees latitude (g = 980.6199 gals.).
 GK0392
 GK0392.The modeled gravity was interpolated from observed gravity values.
 GK0392
 GK0392;                    North         East    Units  Estimated Accuracy
 GK0392;SPC TX N     - 1,226,020.      216,070.      MT  (+/- 180 meters Scaled)
 GK0392
 GK0392                          SUPERSEDED SURVEY CONTROL
 GK0392
 GK0392  NGVD 29 (??/??/92)  981.556  (m)         3220.32   (f) ADJ UNCH    2 0
 GK0392
 GK0392.Superseded values are not recommended for survey control.
 GK0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0392.See file dsdata.txt to determine how the superseded data were derived.
 GK0392
 GK0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE908905(NAD 83)
 GK0392_MARKER: DB = BENCH MARK DISK
 GK0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0392_STAMPING: G 519 1935
 GK0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0392+STABILITY: SURFACE MOTION
 GK0392
 GK0392  HISTORY     - Date     Condition        Report By
 GK0392  HISTORY     - 1935     MONUMENTED       CGS
 GK0392  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0392
 GK0392                          STATION DESCRIPTION
 GK0392
 GK0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0392'14.0 MI SW FROM SPEARMAN.
 GK0392'IN HUTCHINSON COUNTY, 14.0 MILES SOUTHWEST ALONG STATE HIGHWAY 117
 GK0392'FROM THE COUNTY COURTHOUSE AT SPEARMAN, HANSFORD COUNTY, 178 FEET
 GK0392'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FOUR WAY STORE, 56 FEET NORTH
 GK0392'OF THE CENTERLINE OF THE HIGHWAY, AND 12.4 FEET WEST OF A FENCE
 GK0392'CORNER.  A STANDARD DISK, STAMPED G 519 1935 AND SET IN THE TOP OF A
 GK0392'CONCRETE POST.
 GK0392
 GK0392                          STATION RECOVERY (1973)
 GK0392
 GK0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1192 ***********************************************************************
 AW1192  DESIGNATION -  G 52
 AW1192  PID         -  AW1192
 AW1192  STATE/COUNTY-  TX/BRAZORIA
 AW1192  USGS QUAD   -  BRAZORIA (1952)
 AW1192
 AW1192                         *CURRENT SURVEY CONTROL
 AW1192  ___________________________________________________________________
 AW1192* NAD 83(1986)-  29 02 31.     (N)    095 37 11.     (W)     SCALED    
 AW1192* NAVD 88     -         6.25   (+/-2cm)      20.5    (feet)  VERTCON   
 AW1192  ___________________________________________________________________
 AW1192  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW1192
 AW1192  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1192
 AW1192.The horizontal coordinates were scaled from a topographic map and have
 AW1192.an estimated accuracy of +/- 6 seconds.
 AW1192
 AW1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1192.The vertical order pertains to the NGVD 29 superseded value.
 AW1192
 AW1192.The geoid height was determined by GEOID03.
 AW1192
 AW1192;                    North         East    Units  Estimated Accuracy
 AW1192;SPC TXSC     - 4,138,700.      929,150.      MT  (+/- 180 meters Scaled)
 AW1192
 AW1192                          SUPERSEDED SURVEY CONTROL
 AW1192
 AW1192  NGVD 29 (??/??/92)    6.273  (m)           20.58   (f) ADJ UNCH    1 1
 AW1192
 AW1192.Superseded values are not recommended for survey control.
 AW1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1192.See file dsdata.txt to determine how the superseded data were derived.
 AW1192
 AW1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN448154(NAD 83)
 AW1192_MARKER: DB = BENCH MARK DISK
 AW1192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1192_SP_SET: PIER
 AW1192_STAMPING: G 52 1918
 AW1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1192
 AW1192  HISTORY     - Date     Condition        Report By
 AW1192  HISTORY     - 1918     MONUMENTED       CGS
 AW1192  HISTORY     - 1972     GOOD             NGS
 AW1192  HISTORY     - 1978     GOOD             NGS
 AW1192
 AW1192                          STATION DESCRIPTION
 AW1192
 AW1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1192'3.1 MI W FROM BRAZORIA.
 AW1192'3.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FIRE
 AW1192'STATION AT BRAZORIA, AT THE SOUTHEAST END OF BRIDGE 305.5 OVER THE SAN
 AW1192'BERNARD RIVER, SET IN THE TOP OF A CONCRETE PIER 4.3 FEET SOUTHEAST OF
 AW1192'THE SOUTHEAST CORNER OF THE STEEL PART OF THE BRIDGE, 6.0 FEET SOUTH
 AW1192'OF THE SOUTH RAIL, 1.5 FEET NORTHWEST OF THE SOUTHEAST CORNER OF
 AW1192'CONCRETE PIER, 5.5 FEET EAST OF THE SOUTHWEST CORNER OF CONCRETE PIER,
 AW1192'1.2 FEET WEST OF THE EAST EDGE OF CONCRETE PIER, AND 11.0 FEET LOWER
 AW1192'THAN THE TOP OF RAIL.  THE MARK IS SET FLUSH.
 AW1192
 AW1192                          STATION RECOVERY (1978)
 AW1192
 AW1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1427 ***********************************************************************
 FL1427  DESIGNATION -  G 521
 FL1427  PID         -  FL1427
 FL1427  STATE/COUNTY-  TX/MOORE
 FL1427  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1427
 FL1427                         *CURRENT SURVEY CONTROL
 FL1427  ___________________________________________________________________
 FL1427* NAD 83(1986)-  35 56 42.     (N)    101 37 47.     (W)     SCALED    
 FL1427* NAVD 88     -      1027.264  (meters)    3370.28   (feet)  POSTED    
 FL1427  ___________________________________________________________________
 FL1427  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 FL1427  DYNAMIC HT  -        1026.110 (meters)    3366.50  (feet)  COMP
 FL1427  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 FL1427
 FL1427  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FL1427
 FL1427.The horizontal coordinates were scaled from a topographic map and have
 FL1427.an estimated accuracy of +/- 6 seconds.
 FL1427
 FL1427.The orthometric height was determined by differential leveling
 FL1427.and adjusted by the National Geodetic Survey in 1992..
 FL1427.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FL1427.rate of 4.1 thru 8.0 mm/km.
 FL1427
 FL1427.The geoid height was determined by GEOID03.
 FL1427
 FL1427.The dynamic height is computed by dividing the NAVD 88
 FL1427.geopotential number by the normal gravity value computed on the
 FL1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1427.degrees latitude (g = 980.6199 gals.).
 FL1427
 FL1427.The modeled gravity was interpolated from observed gravity values.
 FL1427
 FL1427;                    North         East    Units  Estimated Accuracy
 FL1427;SPC TX N     - 1,215,780.      188,300.      MT  (+/- 180 meters Scaled)
 FL1427
 FL1427                          SUPERSEDED SURVEY CONTROL
 FL1427
 FL1427  NGVD 29 (??/??/92) 1026.758  (m)         3368.62   (f) ADJ UNCH    2 0
 FL1427
 FL1427.Superseded values are not recommended for survey control.
 FL1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1427.See file dsdata.txt to determine how the superseded data were derived.
 FL1427
 FL1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE627810(NAD 83)
 FL1427_MARKER: DB = BENCH MARK DISK
 FL1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1427_STAMPING: G 521 1935
 FL1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1427+STABILITY: SURFACE MOTION
 FL1427
 FL1427  HISTORY     - Date     Condition        Report By
 FL1427  HISTORY     - 1935     MONUMENTED       CGS
 FL1427  HISTORY     - 1952     MARK NOT FOUND   NGS
 FL1427
 FL1427                          STATION DESCRIPTION
 FL1427
 FL1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1427'11.9 MI W FROM PRINGLE.
 FL1427'11.9 MILES WEST OF POST OFFICE BY ROAD.  TO REACH FROM PRINGLE POST
 FL1427'OFFICE GO 3.33 MILES WEST, THENCE 1.11 MILES NORTH, THENCE 7.46 MILES
 FL1427'WEST, ALONG GRADED ROADS.  135 FEET WEST OF FENCE LINE RUNNING TO LTHE
 FL1427'NORTH, 33.0 FEET SOUTH OF CENTERLINE OF ROAD, AND 3.0 FEET NORTH OF
 FL1427'RIGHT OF WAY FENCE.
 FL1427
 FL1427                          STATION RECOVERY (1952)
 FL1427
 FL1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FL1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0570 ***********************************************************************
 GK0570  DESIGNATION -  G 523 RESET 1951
 GK0570  PID         -  GK0570
 GK0570  STATE/COUNTY-  TX/SHERMAN
 GK0570  USGS QUAD   -  PLEASURE POND (1974)
 GK0570
 GK0570                         *CURRENT SURVEY CONTROL
 GK0570  ___________________________________________________________________
 GK0570* NAD 83(1986)-  36 08 22.     (N)    101 50 14.     (W)     SCALED    
 GK0570* NAVD 88     -      1077.201  (meters)    3534.12   (feet)  ADJUSTED  
 GK0570  ___________________________________________________________________
 GK0570  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 GK0570  DYNAMIC HT  -        1075.995 (meters)    3530.16  (feet)  COMP
 GK0570  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 GK0570
 GK0570  VERT ORDER  -  SECOND    CLASS 0
 GK0570
 GK0570.The horizontal coordinates were scaled from a topographic map and have
 GK0570.an estimated accuracy of +/- 6 seconds.
 GK0570
 GK0570.The orthometric height was determined by differential leveling
 GK0570.and adjusted by the National Geodetic Survey in June 1991..
 GK0570
 GK0570.The geoid height was determined by GEOID03.
 GK0570
 GK0570.The dynamic height is computed by dividing the NAVD 88
 GK0570.geopotential number by the normal gravity value computed on the
 GK0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0570.degrees latitude (g = 980.6199 gals.).
 GK0570
 GK0570.The modeled gravity was interpolated from observed gravity values.
 GK0570
 GK0570;                    North         East    Units  Estimated Accuracy
 GK0570;SPC TX N     - 1,237,400.      169,650.      MT  (+/- 180 meters Scaled)
 GK0570
 GK0570                          SUPERSEDED SURVEY CONTROL
 GK0570
 GK0570  NGVD 29 (??/??/92) 1076.706  (m)         3532.49   (f) ADJ UNCH    2 0
 GK0570
 GK0570.Superseded values are not recommended for survey control.
 GK0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0570.See file dsdata.txt to determine how the superseded data were derived.
 GK0570
 GK0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF447031(NAD 83)
 GK0570_MARKER: DB = BENCH MARK DISK
 GK0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0570_STAMPING: G 523 1935 RESET 1951
 GK0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0570+STABILITY: SURFACE MOTION
 GK0570
 GK0570  HISTORY     - Date     Condition        Report By
 GK0570  HISTORY     - 1951     MONUMENTED       CGS
 GK0570  HISTORY     - 1952     GOOD             NGS
 GK0570  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0570
 GK0570                          STATION DESCRIPTION
 GK0570
 GK0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0570'18.7 MI NE FROM ETTER.
 GK0570'7.8 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT ETTER,
 GK0570'THENCE 8.2 MILES EAST ALONG A NEW FARM TO MARKET ROAD, THENCE 2.7
 GK0570'MILES EAST ALONG FARM ROAD 1573, 0.4 MILE WEST OF A ROAD LEADING SOUTH
 GK0570'TO SUNRAY, MIDWAY BETWEEN TWO POWER POLES, 50 FEET NORTH OF THE CENTER
 GK0570'LINE OF THE FARM ROAD, 0.4 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A
 GK0570'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 GK0570'FOOOT ABOVE THE GROUND, 0.4 MILE WEST OF BENCH MARK W 259.
 GK0570
 GK0570                          STATION RECOVERY (1973)
 GK0570
 GK0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0383 ***********************************************************************
 GK0383  DESIGNATION -  G 526
 GK0383  PID         -  GK0383
 GK0383  STATE/COUNTY-  TX/OCHILTREE
 GK0383  USGS QUAD   -  SPEARMAN NE (1973)
 GK0383
 GK0383                         *CURRENT SURVEY CONTROL
 GK0383  ___________________________________________________________________
 GK0383* NAD 83(1986)-  36 07 36.     (N)    101 03 21.     (W)     SCALED    
 GK0383* NAVD 88     -       936.263  (meters)    3071.72   (feet)  ADJUSTED  
 GK0383  ___________________________________________________________________
 GK0383  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GK0383  DYNAMIC HT  -         935.251 (meters)    3068.40  (feet)  COMP
 GK0383  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 GK0383
 GK0383  VERT ORDER  -  SECOND    CLASS 0
 GK0383
 GK0383.The horizontal coordinates were scaled from a topographic map and have
 GK0383.an estimated accuracy of +/- 6 seconds.
 GK0383
 GK0383.The orthometric height was determined by differential leveling
 GK0383.and adjusted by the National Geodetic Survey in June 1991..
 GK0383
 GK0383.The geoid height was determined by GEOID03.
 GK0383
 GK0383.The dynamic height is computed by dividing the NAVD 88
 GK0383.geopotential number by the normal gravity value computed on the
 GK0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0383.degrees latitude (g = 980.6199 gals.).
 GK0383
 GK0383.The modeled gravity was interpolated from observed gravity values.
 GK0383
 GK0383;                    North         East    Units  Estimated Accuracy
 GK0383;SPC TX N     - 1,236,020.      239,980.      MT  (+/- 180 meters Scaled)
 GK0383
 GK0383                          SUPERSEDED SURVEY CONTROL
 GK0383
 GK0383  NGVD 29 (??/??/92)  935.844  (m)         3070.35   (f) ADJ UNCH    2 0
 GK0383
 GK0383.Superseded values are not recommended for survey control.
 GK0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0383.See file dsdata.txt to determine how the superseded data were derived.
 GK0383
 GK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE149999(NAD 83)
 GK0383_MARKER: DB = BENCH MARK DISK
 GK0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0383_STAMPING: G 526 1935
 GK0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0383+STABILITY: SURFACE MOTION
 GK0383
 GK0383  HISTORY     - Date     Condition        Report By
 GK0383  HISTORY     - 1935     MONUMENTED       CGS
 GK0383  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0383
 GK0383                          STATION DESCRIPTION
 GK0383
 GK0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0383'12.3 MI SE FROM SPEARMAN.
 GK0383'IN OCHILTREE COUNTY, 12.3 MILES SOUTHEAST OF SPEARMAN, HANSFORD
 GK0383'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE COURTHOUSE BY GOING
 GK0383'7.4 MILES EAST AND 4.9 MILES SOUTH ALONG GRADED ROADS, AT A ROAD
 GK0383'INTERSECTION, 71.2 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 GK0383'ROAD, 43.1 FEET EAST OF A CORNER FENCEPOST, 24.0 FEET NORTH OF THE
 GK0383'EAST-AND-WEST ROAD, AND 0.8 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 GK0383'STANDARD DISK,STAMPED G 526 1935 AND SET IN THE TOP OF A CONCRETE
 GK0383'POST.
 GK0383
 GK0383                          STATION RECOVERY (1973)
 GK0383
 GK0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0140 ***********************************************************************
 GK0140  DESIGNATION -  G 527
 GK0140  PID         -  GK0140
 GK0140  STATE/COUNTY-  TX/OCHILTREE
 GK0140  USGS QUAD   -  SOURDOUGH CREEK SW (1973)
 GK0140
 GK0140                         *CURRENT SURVEY CONTROL
 GK0140  ___________________________________________________________________
 GK0140* NAD 83(1986)-  36 04 23.     (N)    100 57 17.     (W)     SCALED    
 GK0140* NAVD 88     -       930.441  (meters)    3052.62   (feet)  ADJUSTED  
 GK0140  ___________________________________________________________________
 GK0140  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GK0140  DYNAMIC HT  -         929.443 (meters)    3049.35  (feet)  COMP
 GK0140  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 GK0140
 GK0140  VERT ORDER  -  SECOND    CLASS 0
 GK0140
 GK0140.The horizontal coordinates were scaled from a topographic map and have
 GK0140.an estimated accuracy of +/- 6 seconds.
 GK0140
 GK0140.The orthometric height was determined by differential leveling
 GK0140.and adjusted by the National Geodetic Survey in June 1991..
 GK0140
 GK0140.The geoid height was determined by GEOID03.
 GK0140
 GK0140.The dynamic height is computed by dividing the NAVD 88
 GK0140.geopotential number by the normal gravity value computed on the
 GK0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0140.degrees latitude (g = 980.6199 gals.).
 GK0140
 GK0140.The modeled gravity was interpolated from observed gravity values.
 GK0140
 GK0140;                    North         East    Units  Estimated Accuracy
 GK0140;SPC TX N     - 1,230,120.      249,120.      MT  (+/- 180 meters Scaled)
 GK0140
 GK0140                          SUPERSEDED SURVEY CONTROL
 GK0140
 GK0140  NGVD 29 (??/??/92)  930.042  (m)         3051.31   (f) ADJ UNCH    2 0
 GK0140
 GK0140.Superseded values are not recommended for survey control.
 GK0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0140.See file dsdata.txt to determine how the superseded data were derived.
 GK0140
 GK0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE239938(NAD 83)
 GK0140_MARKER: DB = BENCH MARK DISK
 GK0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0140_STAMPING: G 527 1935
 GK0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0140+STABILITY: SURFACE MOTION
 GK0140
 GK0140  HISTORY     - Date     Condition        Report By
 GK0140  HISTORY     - 1935     MONUMENTED       CGS
 GK0140  HISTORY     - 1973     GOOD             NGS
 GK0140
 GK0140                          STATION DESCRIPTION
 GK0140
 GK0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 GK0140'9.3 MI S FROM FARNSWORTH.
 GK0140'JCT. STATE HWY 70 AND FARM RD. 281, 7.0 MI. WEST OF ALONG FARM RD.
 GK0140'281, THENCE 1.8 MI. SOUTH ALONG A GRADED COUNTY, ROAD, THENCE 0.5 MI.
 GK0140'WEST ALONG A FENCE LINE, 5 FT. EAST OF THE FENCE CORNER, PROJECTING
 GK0140'0.5 FT. A STANDARD TABLET SET IN A CONCRETE POST AND STAMPED G 527
 GK0140'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0325 ***********************************************************************
 FM0325  DESIGNATION -  G 528
 FM0325  PID         -  FM0325
 FM0325  STATE/COUNTY-  TX/POTTER
 FM0325  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0325
 FM0325                         *CURRENT SURVEY CONTROL
 FM0325  ___________________________________________________________________
 FM0325* NAD 83(1986)-  35 16 27.     (N)    102 02 23.     (W)     SCALED    
 FM0325* NAVD 88     -      1060.577  (meters)    3479.58   (feet)  ADJUSTED  
 FM0325  ___________________________________________________________________
 FM0325  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 FM0325  DYNAMIC HT  -        1059.317 (meters)    3475.44  (feet)  COMP
 FM0325  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 FM0325
 FM0325  VERT ORDER  -  SECOND    CLASS 0
 FM0325
 FM0325.The horizontal coordinates were scaled from a topographic map and have
 FM0325.an estimated accuracy of +/- 6 seconds.
 FM0325
 FM0325.The orthometric height was determined by differential leveling
 FM0325.and adjusted by the National Geodetic Survey in June 1991..
 FM0325
 FM0325.The geoid height was determined by GEOID03.
 FM0325
 FM0325.The dynamic height is computed by dividing the NAVD 88
 FM0325.geopotential number by the normal gravity value computed on the
 FM0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0325.degrees latitude (g = 980.6199 gals.).
 FM0325
 FM0325.The modeled gravity was interpolated from observed gravity values.
 FM0325
 FM0325;                    North         East    Units  Estimated Accuracy
 FM0325;SPC TX N     - 1,141,490.      150,900.      MT  (+/- 180 meters Scaled)
 FM0325
 FM0325                          SUPERSEDED SURVEY CONTROL
 FM0325
 FM0325  NGVD 29 (??/??/92) 1060.098  (m)         3478.00   (f) ADJ UNCH    2 0
 FM0325
 FM0325.Superseded values are not recommended for survey control.
 FM0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0325.See file dsdata.txt to determine how the superseded data were derived.
 FM0325
 FM0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV692074(NAD 83)
 FM0325_MARKER: DB = BENCH MARK DISK
 FM0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0325_STAMPING: G-528 1935
 FM0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0325+STABILITY: SURFACE MOTION
 FM0325
 FM0325  HISTORY     - Date     Condition        Report By
 FM0325  HISTORY     - 1935     MONUMENTED       CGS
 FM0325  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0325
 FM0325                          STATION DESCRIPTION
 FM0325
 FM0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0325'15.3 MI NW FROM AMARILLO.
 FM0325'TO REACH BENCHMARK GO 7.6 MILES NORTHWEST ALONG FW AND D RAILROAD,
 FM0325'THENCE 1.3 MILES WEST ALONG GRADED ROAD, THENCE 0.4 MILES SOUTH,
 FM0325'THENCE 6.0 MILES WEST.  BENCHMARK IS SET ON SOUTH SIDE OF FLAT BRUSHY
 FM0325'AREA OF LAND APPROXIMATELY 0.5 MILE EAST OF ROAD LEADING TO BUSHLAND,
 FM0325'AND IS ABOUT 1.0 MILE NORTHEAST OF THREE POINTED ROCK-CAPPED BUTTES.
 FM0325'BEING 43.0 FEET NORTH OF CENTER-LINE OF ROAD, AND 2.0 FEET SOUTH OF
 FM0325'RIGHT OF WAY FENCE.
 FM0325
 FM0325                          STATION RECOVERY (1966)
 FM0325
 FM0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0385 ***********************************************************************
 FM0385  DESIGNATION -  G 531
 FM0385  PID         -  FM0385
 FM0385  STATE/COUNTY-  TX/OLDHAM
 FM0385  USGS QUAD   -  ALAMOCITOS CAMP (1966)
 FM0385
 FM0385                         *CURRENT SURVEY CONTROL
 FM0385  ___________________________________________________________________
 FM0385* NAD 83(1986)-  35 27 16.     (N)    102 36 19.     (W)     SCALED    
 FM0385* NAVD 88     -      1115.536  (meters)    3659.89   (feet)  ADJUSTED  
 FM0385  ___________________________________________________________________
 FM0385  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 FM0385  DYNAMIC HT  -        1114.226 (meters)    3655.59  (feet)  COMP
 FM0385  MODELED GRAV-     979,420.9   (mgal)                       NAVD 88
 FM0385
 FM0385  VERT ORDER  -  SECOND    CLASS 0
 FM0385
 FM0385.The horizontal coordinates were scaled from a topographic map and have
 FM0385.an estimated accuracy of +/- 6 seconds.
 FM0385
 FM0385.The orthometric height was determined by differential leveling
 FM0385.and adjusted by the National Geodetic Survey in June 1991..
 FM0385
 FM0385.The geoid height was determined by GEOID03.
 FM0385
 FM0385.The dynamic height is computed by dividing the NAVD 88
 FM0385.geopotential number by the normal gravity value computed on the
 FM0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0385.degrees latitude (g = 980.6199 gals.).
 FM0385
 FM0385.The modeled gravity was interpolated from observed gravity values.
 FM0385
 FM0385;                    North         East    Units  Estimated Accuracy
 FM0385;SPC TX N     - 1,161,910.       99,670.      MT  (+/- 180 meters Scaled)
 FM0385
 FM0385                          SUPERSEDED SURVEY CONTROL
 FM0385
 FM0385  NGVD 29 (??/??/92) 1115.032  (m)         3658.23   (f) ADJ UNCH    2 0
 FM0385
 FM0385.Superseded values are not recommended for survey control.
 FM0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0385.See file dsdata.txt to determine how the superseded data were derived.
 FM0385
 FM0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV173260(NAD 83)
 FM0385_MARKER: DB = BENCH MARK DISK
 FM0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0385_STAMPING: G 531 1935
 FM0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0385+STABILITY: SURFACE MOTION
 FM0385
 FM0385  HISTORY     - Date     Condition        Report By
 FM0385  HISTORY     - 1935     MONUMENTED       CGS
 FM0385  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0385
 FM0385                          STATION DESCRIPTION
 FM0385
 FM0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0385'14.0 MI NE FROM ADRIAN.
 FM0385'TO REACH FROM ADRIAN POST OFFICE GO 0.2 MILE NORTH ALONG GRADED ROAD,
 FM0385'THENCE 0.1 MILE EAST ALONG GRADED ROAD, THENCE THROUGH CATTLE GATE AND
 FM0385'13.7 MILES NORTHEAST ALONG TRAIL.  1.8 MILES NORTH OF ALMASITAS RANCH
 FM0385'HOUSE, ON TOP OF HILL AT THE WEST END OF SHALLOW CANYON, 37 FEET EAST
 FM0385'OF CENTERLINE OF TRAIL.
 FM0385
 FM0385                          STATION RECOVERY (1966)
 FM0385
 FM0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1252 ***********************************************************************
 FL1252  DESIGNATION -  G 532
 FL1252  PID         -  FL1252
 FL1252  STATE/COUNTY-  TX/RANDALL
 FL1252  USGS QUAD   -  THE PALISADES (1973)
 FL1252
 FL1252                         *CURRENT SURVEY CONTROL
 FL1252  ___________________________________________________________________
 FL1252* NAD 83(1986)-  35 00 52.     (N)    101 46 34.     (W)     SCALED    
 FL1252* NAVD 88     -      1088.478  (meters)    3571.11   (feet)  ADJUSTED  
 FL1252  ___________________________________________________________________
 FL1252  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL1252  DYNAMIC HT  -        1087.166 (meters)    3566.81  (feet)  COMP
 FL1252  MODELED GRAV-     979,392.4   (mgal)                       NAVD 88
 FL1252
 FL1252  VERT ORDER  -  SECOND    CLASS 0
 FL1252
 FL1252.The horizontal coordinates were scaled from a topographic map and have
 FL1252.an estimated accuracy of +/- 6 seconds.
 FL1252
 FL1252.The orthometric height was determined by differential leveling
 FL1252.and adjusted by the National Geodetic Survey in June 1991..
 FL1252
 FL1252.The geoid height was determined by GEOID03.
 FL1252
 FL1252.The dynamic height is computed by dividing the NAVD 88
 FL1252.geopotential number by the normal gravity value computed on the
 FL1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1252.degrees latitude (g = 980.6199 gals.).
 FL1252
 FL1252.The modeled gravity was interpolated from observed gravity values.
 FL1252
 FL1252;                    North         East    Units  Estimated Accuracy
 FL1252;SPC TX N     - 1,112,580.      174,800.      MT  (+/- 180 meters Scaled)
 FL1252
 FL1252                          SUPERSEDED SURVEY CONTROL
 FL1252
 FL1252  NGVD 29 (??/??/92) 1088.007  (m)         3569.57   (f) ADJ UNCH    2 0
 FL1252
 FL1252.Superseded values are not recommended for survey control.
 FL1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1252.See file dsdata.txt to determine how the superseded data were derived.
 FL1252
 FL1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD466781(NAD 83)
 FL1252_MARKER: DB = BENCH MARK DISK
 FL1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1252_STAMPING: G 532 1935
 FL1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1252+STABILITY: SURFACE MOTION
 FL1252
 FL1252  HISTORY     - Date     Condition        Report By
 FL1252  HISTORY     - 1935     MONUMENTED       CGS
 FL1252  HISTORY     - 1943     GOOD             NGS
 FL1252
 FL1252                          STATION DESCRIPTION
 FL1252
 FL1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1252'24.3 MI S FROM AMARILLO.
 FL1252'IN RANDALL COUNTY, 24.3 MILES SOUTH OF AMARILLO, POTTER COUNTY. THIS
 FL1252'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 1.0 MILE NORTH
 FL1252'ALONG TAYLOR STREET, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY 60,
 FL1252'THENCE ALONG GRADED ROADS 2.1 MILES SOUTH, 1.0 MILE WEST, 6.5 MILES
 FL1252'SOUTH, 0.7 MILE WEST, AND THENCE 8.0 MILES SOUTH ALONG A RANCH ROAD.
 FL1252'IT IS 2.6 MILES SOUTH OF THE SOUTH SIDE OF THE CANYON, 2.0 MILES NORTH
 FL1252'OF AN EAST-AND-WEST PAVED ROAD, 0.6 MILE SOUTH OF A RANCH HOUSE AND A
 FL1252'WINDMILL, NORTH OF A DRY WASH, AND 2 FEET SOUTH OF AN EAST-AND-WEST
 FL1252'FENCE.  A STANDARD DRY WASH, AND 2 FEET SOUTH OF AN EAST-AND-WEST
 FL1252'FENCE.  A STANDARD DISK, STAMPED G 532 1935 AND SET IN THE TOP OF A
 FL1252'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1179 ***********************************************************************
 FL1179  DESIGNATION -  G 533
 FL1179  PID         -  FL1179
 FL1179  STATE/COUNTY-  TX/CARSON
 FL1179  USGS QUAD   -  POMEROY (1953)
 FL1179
 FL1179                         *CURRENT SURVEY CONTROL
 FL1179  ___________________________________________________________________
 FL1179* NAD 83(1986)-  35 27 35.     (N)    101 36 31.     (W)     SCALED    
 FL1179* NAVD 88     -      1073.461  (meters)    3521.85   (feet)  ADJUSTED  
 FL1179  ___________________________________________________________________
 FL1179  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 FL1179  DYNAMIC HT  -        1072.205 (meters)    3517.73  (feet)  COMP
 FL1179  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 FL1179
 FL1179  VERT ORDER  -  SECOND    CLASS 0
 FL1179
 FL1179.The horizontal coordinates were scaled from a topographic map and have
 FL1179.an estimated accuracy of +/- 6 seconds.
 FL1179
 FL1179.The orthometric height was determined by differential leveling
 FL1179.and adjusted by the National Geodetic Survey in June 1991..
 FL1179
 FL1179.The geoid height was determined by GEOID03.
 FL1179
 FL1179.The dynamic height is computed by dividing the NAVD 88
 FL1179.geopotential number by the normal gravity value computed on the
 FL1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1179.degrees latitude (g = 980.6199 gals.).
 FL1179
 FL1179.The modeled gravity was interpolated from observed gravity values.
 FL1179
 FL1179;                    North         East    Units  Estimated Accuracy
 FL1179;SPC TX N     - 1,161,940.      190,140.      MT  (+/- 180 meters Scaled)
 FL1179
 FL1179                          SUPERSEDED SURVEY CONTROL
 FL1179
 FL1179  NGVD 29 (??/??/92) 1072.963  (m)         3520.21   (f) ADJ UNCH    2 0
 FL1179
 FL1179.Superseded values are not recommended for survey control.
 FL1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1179.See file dsdata.txt to determine how the superseded data were derived.
 FL1179
 FL1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE632271(NAD 83)
 FL1179_MARKER: DB = BENCH MARK DISK
 FL1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1179_STAMPING: G-533 1935
 FL1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1179+STABILITY: SURFACE MOTION
 FL1179
 FL1179  HISTORY     - Date     Condition        Report By
 FL1179  HISTORY     - 1935     MONUMENTED       CGS
 FL1179
 FL1179                          STATION DESCRIPTION
 FL1179
 FL1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1179'23.2 MI NE FROM AMARILLO.
 FL1179'23.2 MILES NORTHEAST OF CRI AND G DEPOT BY RAIL BENCHMARK IS LOCATED
 FL1179'24 RAIL LENGTHS NORTH OF NORTH END OF LONG CUT.  13 RAIL LENGTHS SOUTH
 FL1179'OF TRESTLE NO. 23.3.  92.0 FEET EAST OF CENTERLINE OF TRACK. 3.7 FEET
 FL1179'WEST OF EAST RIGHT-OF-WAY FENCE.  33.0 FEET NORTH OF PRIVATE ROAD
 FL1179'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0285 ***********************************************************************
 FM0285  DESIGNATION -  G 535
 FM0285  PID         -  FM0285
 FM0285  STATE/COUNTY-  TX/OLDHAM
 FM0285  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0285
 FM0285                         *CURRENT SURVEY CONTROL
 FM0285  ___________________________________________________________________
 FM0285* NAD 83(1986)-  35 23 12.     (N)    102 15 27.     (W)     SCALED    
 FM0285* NAVD 88     -      1086.190  (meters)    3563.61   (feet)  ADJUSTED  
 FM0285  ___________________________________________________________________
 FM0285  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 FM0285  DYNAMIC HT  -        1084.905 (meters)    3559.39  (feet)  COMP
 FM0285  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 FM0285
 FM0285  VERT ORDER  -  SECOND    CLASS 0
 FM0285
 FM0285.The horizontal coordinates were scaled from a topographic map and have
 FM0285.an estimated accuracy of +/- 6 seconds.
 FM0285
 FM0285.The orthometric height was determined by differential leveling
 FM0285.and adjusted by the National Geodetic Survey in June 1991..
 FM0285
 FM0285.The geoid height was determined by GEOID03.
 FM0285
 FM0285.The dynamic height is computed by dividing the NAVD 88
 FM0285.geopotential number by the normal gravity value computed on the
 FM0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0285.degrees latitude (g = 980.6199 gals.).
 FM0285
 FM0285.The modeled gravity was interpolated from observed gravity values.
 FM0285
 FM0285;                    North         East    Units  Estimated Accuracy
 FM0285;SPC TX N     - 1,154,100.      131,180.      MT  (+/- 180 meters Scaled)
 FM0285
 FM0285                          SUPERSEDED SURVEY CONTROL
 FM0285
 FM0285  NGVD 29 (??/??/92) 1085.712  (m)         3562.04   (f) ADJ UNCH    2 0
 FM0285
 FM0285.Superseded values are not recommended for survey control.
 FM0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0285.See file dsdata.txt to determine how the superseded data were derived.
 FM0285
 FM0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV491193(NAD 83)
 FM0285_MARKER: DB = BENCH MARK DISK
 FM0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0285_STAMPING: G 535 1935
 FM0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0285+STABILITY: SURFACE MOTION
 FM0285
 FM0285  HISTORY     - Date     Condition        Report By
 FM0285  HISTORY     - 1935     MONUMENTED       CGS
 FM0285
 FM0285                          STATION DESCRIPTION
 FM0285
 FM0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0285'14.6 MI NW FROM WILDERADO.
 FM0285'ALONG GRADED ROADS AND TRAIL FROM WILDERADO TO TASCOSA.  TO REACH FROM
 FM0285'WILDERADO POST OFFICE GO 1/2 MILE NORTH ALONG GRADED ROAD, THENCE 0.1
 FM0285'MILE WEST ALONG GRADED ROAD, THENCE 0.6 MILE NORTH ALONG GRADED ROAD,
 FM0285'THENCE 1.8 MILES NORTHEAST ACROSS FIELD TO RANCH HOUSE, THENCE 11.6
 FM0285'MILES NORTHWEST ALONG TRAIL.  1.2 MILES SOUTH OF COTTON WOOD CAMP, AT
 FM0285'POINT WHERE THREE TRAILS INTERSECT, TWO OF WHICH ARE IMPROVED TRAILS.
 FM0285'170 FEET NORTH OF INTERSECTION OF NORTH AND SOUTH FENCE WITH EAST AND
 FM0285'WEST FENCE FROM THE WEST, 34 FEET SOUTH OF SOUTH POST OF AUTO GATE,
 FM0285'3.7 FEET EAST OF NORTH AND SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1208 ***********************************************************************
 FL1208  DESIGNATION -  G 536
 FL1208  PID         -  FL1208
 FL1208  STATE/COUNTY-  TX/POTTER
 FL1208  USGS QUAD   -  MAYER (1973)
 FL1208
 FL1208                         *CURRENT SURVEY CONTROL
 FL1208  ___________________________________________________________________
 FL1208* NAD 83(1986)-  35 18 33.     (N)    101 39 12.     (W)     SCALED    
 FL1208* NAVD 88     -      1090.579  (meters)    3578.01   (feet)  ADJUSTED  
 FL1208  ___________________________________________________________________
 FL1208  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL1208  DYNAMIC HT  -        1089.285 (meters)    3573.76  (feet)  COMP
 FL1208  MODELED GRAV-     979,410.7   (mgal)                       NAVD 88
 FL1208
 FL1208  VERT ORDER  -  SECOND    CLASS 0
 FL1208
 FL1208.The horizontal coordinates were scaled from a topographic map and have
 FL1208.an estimated accuracy of +/- 6 seconds.
 FL1208
 FL1208.The orthometric height was determined by differential leveling
 FL1208.and adjusted by the National Geodetic Survey in June 1991..
 FL1208
 FL1208.The geoid height was determined by GEOID03.
 FL1208
 FL1208.The dynamic height is computed by dividing the NAVD 88
 FL1208.geopotential number by the normal gravity value computed on the
 FL1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1208.degrees latitude (g = 980.6199 gals.).
 FL1208
 FL1208.The modeled gravity was interpolated from observed gravity values.
 FL1208
 FL1208;                    North         East    Units  Estimated Accuracy
 FL1208;SPC TX N     - 1,145,250.      186,060.      MT  (+/- 180 meters Scaled)
 FL1208
 FL1208                          SUPERSEDED SURVEY CONTROL
 FL1208
 FL1208  NGVD 29 (??/??/92) 1090.069  (m)         3576.33   (f) ADJ UNCH    2 0
 FL1208
 FL1208.Superseded values are not recommended for survey control.
 FL1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1208.See file dsdata.txt to determine how the superseded data were derived.
 FL1208
 FL1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE587105(NAD 83)
 FL1208_MARKER: DB = BENCH MARK DISK
 FL1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1208_STAMPING: G-536 1935
 FL1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1208+STABILITY: SURFACE MOTION
 FL1208
 FL1208  HISTORY     - Date     Condition        Report By
 FL1208  HISTORY     - 1935     MONUMENTED       CGS
 FL1208
 FL1208                          STATION DESCRIPTION
 FL1208
 FL1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1208'1.5 MI SE FROM MASTERSON.
 FL1208'TO REACH BENCHMARK FROM CRI AND G DEPOT GO 0.3 MILE EAST ALONG GRADED
 FL1208'ROAD, THENCE SOUTH 3.2 MILES.  BENCHMARK IS SET AT INTERSECTION OF
 FL1208'ROADS APPROXIMATELY 2.7 MILES NORTH OF SANTA FE RAILROAD.  BEING 228.0
 FL1208'FEET EAST OF LARGE WHITE RANCH HOUSE, 137.0 FEET WEST OF CENTERLINE OF
 FL1208'INTERSECTION, 48.0 FEET NORTH OF CENTER-LINE OF N-S GRAVELED ROAD, AND
 FL1208'12.0 FEET NORTH OF CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0148 ***********************************************************************
 FM0148  DESIGNATION -  G 538
 FM0148  PID         -  FM0148
 FM0148  STATE/COUNTY-  TX/OLDHAM
 FM0148  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0148
 FM0148                         *CURRENT SURVEY CONTROL
 FM0148  ___________________________________________________________________
 FM0148* NAD 83(1986)-  35 38 31.     (N)    102 09 43.     (W)     SCALED    
 FM0148* NAVD 88     -      1145.248  (meters)    3757.37   (feet)  POSTED    
 FM0148  ___________________________________________________________________
 FM0148  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FM0148  DYNAMIC HT  -        1143.910 (meters)    3752.98  (feet)  COMP
 FM0148  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 FM0148
 FM0148  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FM0148
 FM0148.The horizontal coordinates were scaled from a topographic map and have
 FM0148.an estimated accuracy of +/- 6 seconds.
 FM0148
 FM0148.The orthometric height was determined by differential leveling
 FM0148.and adjusted by the National Geodetic Survey in 1992..
 FM0148.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FM0148.rate of 2.1 thru 3.0 mm/km.
 FM0148
 FM0148.The geoid height was determined by GEOID03.
 FM0148
 FM0148.The dynamic height is computed by dividing the NAVD 88
 FM0148.geopotential number by the normal gravity value computed on the
 FM0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0148.degrees latitude (g = 980.6199 gals.).
 FM0148
 FM0148.The modeled gravity was interpolated from observed gravity values.
 FM0148
 FM0148;                    North         East    Units  Estimated Accuracy
 FM0148;SPC TX N     - 1,182,350.      140,050.      MT  (+/- 180 meters Scaled)
 FM0148
 FM0148                          SUPERSEDED SURVEY CONTROL
 FM0148
 FM0148  NGVD 29 (??/??/92) 1144.709  (m)         3755.60   (f) ADJ UNCH    2 0
 FM0148
 FM0148.Superseded values are not recommended for survey control.
 FM0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0148.See file dsdata.txt to determine how the superseded data were derived.
 FM0148
 FM0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV569479(NAD 83)
 FM0148_MARKER: DB = BENCH MARK DISK
 FM0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0148_STAMPING: G-538 1935
 FM0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0148+STABILITY: SURFACE MOTION
 FM0148
 FM0148  HISTORY     - Date     Condition        Report By
 FM0148  HISTORY     - 1935     MONUMENTED       CGS
 FM0148
 FM0148                          STATION DESCRIPTION
 FM0148
 FM0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0148'14.6 MI N FROM TASCOSA.
 FM0148'TO REACH BENCHMARK FROM POST-OFFICE GO 0.8 MILE NORTH ALONG GRADED
 FM0148'ROAD TO CANADIAN RIVER, CONTINUE THENCE 0.6 MILE TO CATTLE GUARD,
 FM0148'THENCE NORTHWEST 1.2 MILES TO A JUNCTION OF ROADS, THENCE NORTH 0.7
 FM0148'MILE TO CROSS ROAD, THENCE EAST 2.3 MILES, THENCE NORTH ALONG TRAIL
 FM0148'9.0 MILES.  BENCHMARK IS SET ALONG TRAIL BETWEEN TASCOSA AND MIDWAY IN
 FM0148'THE BOTTOM OF LARGE VALLEY.  BEING APPROXIMATELY 530 FEET WEST OF N-S
 FM0148'FENCE, AND 68.0 EAST OF CENTER-LINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1352 ***********************************************************************
 FL1352  DESIGNATION -  G 539 RESET 1947
 FL1352  PID         -  FL1352
 FL1352  STATE/COUNTY-  TX/MOORE
 FL1352  USGS QUAD   -  MASTERSON (1953)
 FL1352
 FL1352                         *CURRENT SURVEY CONTROL
 FL1352  ___________________________________________________________________
 FL1352* NAD 83(1986)-  35 41 27.     (N)    101 58 34.     (W)     SCALED    
 FL1352* NAVD 88     -      1122.32   (meters)    3682.1    (feet)  RESET     
 FL1352  ___________________________________________________________________
 FL1352  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL1352
 FL1352  VERT ORDER  -  THIRD
 FL1352
 FL1352.The horizontal coordinates were scaled from a topographic map and have
 FL1352.an estimated accuracy of +/- 6 seconds.
 FL1352
 FL1352.The orthometric height was computed from unverified reset data.
 FL1352
 FL1352.The geoid height was determined by GEOID03.
 FL1352
 FL1352;                    North         East    Units  Estimated Accuracy
 FL1352;SPC TX N     - 1,187,680.      156,910.      MT  (+/- 180 meters Scaled)
 FL1352
 FL1352                          SUPERSEDED SURVEY CONTROL
 FL1352
 FL1352.No superseded survey control is available for this station.
 FL1352
 FL1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE306537(NAD 83)
 FL1352_MARKER: DB = BENCH MARK DISK
 FL1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1352_STAMPING: G 539 RESET 1947
 FL1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1352+STABILITY: SURFACE MOTION
 FL1352
 FL1352  HISTORY     - Date     Condition        Report By
 FL1352  HISTORY     - 1947     MONUMENTED       CGS
 FL1352
 FL1352                          STATION DESCRIPTION
 FL1352
 FL1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 FL1352'12.5 MI S FROM DUMAS.
 FL1352'ABOUT 12 MILES SOUTH ALONG U.S. HIGHWAY NO. 287 FROM THE COURTHOUSE IN
 FL1352'DUMAS, MOORE COUNTY, THEN WEST 00.5 MILE ON STATE HIGHWAY NO. 354, 0.5
 FL1352'MILE WEST OF THE FOUR-WAY STORE.  1 FOOT SOUTH OF THE NORTH
 FL1352'RIGHT-OF-WAY FENCE, 10 YARDS WEST OF AN IRON GATE AND 300 YARDS
 FL1352'NORTHEAST OF A LONE WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0762 ***********************************************************************
 FL0762  DESIGNATION -  G 542
 FL0762  PID         -  FL0762
 FL0762  STATE/COUNTY-  TX/HUTCHINSON
 FL0762  USGS QUAD   -  SKELLYTOWN NW (1971)
 FL0762
 FL0762                         *CURRENT SURVEY CONTROL
 FL0762  ___________________________________________________________________
 FL0762* NAD 83(1986)-  35 42 00.     (N)    101 11 10.     (W)     SCALED    
 FL0762* NAVD 88     -       929.971  (meters)    3051.08   (feet)  ADJUSTED  
 FL0762  ___________________________________________________________________
 FL0762  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 FL0762  DYNAMIC HT  -         928.936 (meters)    3047.68  (feet)  COMP
 FL0762  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 FL0762
 FL0762  VERT ORDER  -  SECOND    CLASS 0
 FL0762
 FL0762.The horizontal coordinates were scaled from a topographic map and have
 FL0762.an estimated accuracy of +/- 6 seconds.
 FL0762
 FL0762.The orthometric height was determined by differential leveling
 FL0762.and adjusted by the National Geodetic Survey in June 1991..
 FL0762
 FL0762.The geoid height was determined by GEOID03.
 FL0762
 FL0762.The dynamic height is computed by dividing the NAVD 88
 FL0762.geopotential number by the normal gravity value computed on the
 FL0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0762.degrees latitude (g = 980.6199 gals.).
 FL0762
 FL0762.The modeled gravity was interpolated from observed gravity values.
 FL0762
 FL0762;                    North         East    Units  Estimated Accuracy
 FL0762;SPC TX N     - 1,188,640.      228,410.      MT  (+/- 180 meters Scaled)
 FL0762
 FL0762                          SUPERSEDED SURVEY CONTROL
 FL0762
 FL0762  NGVD 29 (??/??/92)  929.537  (m)         3049.66   (f) ADJ UNCH    2 0
 FL0762
 FL0762.Superseded values are not recommended for survey control.
 FL0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0762.See file dsdata.txt to determine how the superseded data were derived.
 FL0762
 FL0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE022528(NAD 83)
 FL0762_MARKER: DB = BENCH MARK DISK
 FL0762_SETTING: 0 = UNSPECIFIED SETTING
 FL0762_STAMPING: G 542 1935
 FL0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0762
 FL0762  HISTORY     - Date     Condition        Report By
 FL0762  HISTORY     - 1935     MONUMENTED       CGS
 FL0762  HISTORY     - 1953     MARK NOT FOUND   NGS
 FL0762  HISTORY     - 1970     MARK NOT FOUND   USGS
 FL0762
 FL0762                          STATION DESCRIPTION
 FL0762
 FL0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0762'0.8 MI W FROM SKELLYTOWN.
 FL0762'IN HUTCHINSON COUNTY, 0.8 MILE WEST AND 8.5 MILES NORTH ALONG GRADED
 FL0762'ROADS FROM THE PANHANDLE AND SANTA FE RAILWAY STATION AT SKELLYTOWN,
 FL0762'CARSON COUNTY, 0.5 MILE NORTH OF A T-ROAD JUNCTION AND A SCHOOLHOUSE,
 FL0762'ABOUT 740 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A RANCH HOUSE,
 FL0762'38.8 FEET EAST OF THE CENTERLINE OF THE ROAD, 21.4 FEET SOUTH OF THE
 FL0762'SOUTH END OF A CATTLE GUARD, AND 2.7 FEET EAST OF THE RIGHT-OF-WAY
 FL0762'FENCE.  NOTE-- THE BAR DITCH WAS WIDENED OVER THE LOCATION OF BENCH
 FL0762'MARK.
 FL0762
 FL0762                          STATION RECOVERY (1970)
 FL0762
 FL0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FL0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0570 ***********************************************************************
 FL0570  DESIGNATION -  G 543
 FL0570  PID         -  FL0570
 FL0570  STATE/COUNTY-  TX/ROBERTS
 FL0570  USGS QUAD   -  HORSE CREEK SOUTH (1972)
 FL0570
 FL0570                         *CURRENT SURVEY CONTROL
 FL0570  ___________________________________________________________________
 FL0570* NAD 83(1986)-  35 45 12.     (N)    100 44 34.     (W)     SCALED    
 FL0570* NAVD 88     -       936.313  (meters)    3071.89   (feet)  ADJUSTED  
 FL0570  ___________________________________________________________________
 FL0570  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 FL0570  DYNAMIC HT  -         935.272 (meters)    3068.47  (feet)  COMP
 FL0570  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 FL0570
 FL0570  VERT ORDER  -  SECOND    CLASS 0
 FL0570
 FL0570.The horizontal coordinates were scaled from a topographic map and have
 FL0570.an estimated accuracy of +/- 6 seconds.
 FL0570
 FL0570.The orthometric height was determined by differential leveling
 FL0570.and adjusted by the National Geodetic Survey in June 1991..
 FL0570
 FL0570.The geoid height was determined by GEOID03.
 FL0570
 FL0570.The dynamic height is computed by dividing the NAVD 88
 FL0570.geopotential number by the normal gravity value computed on the
 FL0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0570.degrees latitude (g = 980.6199 gals.).
 FL0570
 FL0570.The modeled gravity was interpolated from observed gravity values.
 FL0570
 FL0570;                    North         East    Units  Estimated Accuracy
 FL0570;SPC TX N     - 1,194,770.      268,480.      MT  (+/- 180 meters Scaled)
 FL0570
 FL0570                          SUPERSEDED SURVEY CONTROL
 FL0570
 FL0570  NGVD 29 (??/??/92)  935.898  (m)         3070.53   (f) ADJ UNCH    2 0
 FL0570
 FL0570.Superseded values are not recommended for survey control.
 FL0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0570.See file dsdata.txt to determine how the superseded data were derived.
 FL0570
 FL0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE424579(NAD 83)
 FL0570_MARKER: DB = BENCH MARK DISK
 FL0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0570_STAMPING: G 543 1935
 FL0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0570+STABILITY: SURFACE MOTION
 FL0570
 FL0570  HISTORY     - Date     Condition        Report By
 FL0570  HISTORY     - 1935     MONUMENTED       CGS
 FL0570  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0570
 FL0570                          STATION DESCRIPTION
 FL0570
 FL0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0570'8.1 MI NW FROM MIAMI.
 FL0570'8.1 MILES NORTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE AT MIAMI,
 FL0570'ROBERTS COUNTY, 0.6 MILE SOUTHWEST OF A RANCH HOUSE, AT THE TOP OF A
 FL0570'HILL, NEAR THE ENTRANCE INTO A FENCE FIELD, 27.6 FEET NORTH OF THE
 FL0570'CENTERLINE OF A ROAD, 11.6 FEET EAST OF A GATEPOST AND 1.6 FEET NORTH
 FL0570'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 543 1935 AND
 FL0570'SET IN THE TOP OF A CONCRETE POST.
 FL0570
 FL0570                          STATION RECOVERY (1972)
 FL0570
 FL0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0545 ***********************************************************************
 FL0545  DESIGNATION -  G 544
 FL0545  PID         -  FL0545
 FL0545  STATE/COUNTY-  TX/ROBERTS
 FL0545  USGS QUAD   -  EAST DRY CREEK (1972)
 FL0545
 FL0545                         *CURRENT SURVEY CONTROL
 FL0545  ___________________________________________________________________
 FL0545* NAD 83(1986)-  35 57 55.     (N)    100 32 23.     (W)     SCALED    
 FL0545* NAVD 88     -       725.082  (meters)    2378.87   (feet)  ADJUSTED  
 FL0545  ___________________________________________________________________
 FL0545  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FL0545  DYNAMIC HT  -         724.313 (meters)    2376.35  (feet)  COMP
 FL0545  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 FL0545
 FL0545  VERT ORDER  -  SECOND    CLASS 0
 FL0545
 FL0545.The horizontal coordinates were scaled from a topographic map and have
 FL0545.an estimated accuracy of +/- 6 seconds.
 FL0545
 FL0545.The orthometric height was determined by differential leveling
 FL0545.and adjusted by the National Geodetic Survey in June 1991..
 FL0545
 FL0545.The geoid height was determined by GEOID03.
 FL0545
 FL0545.The dynamic height is computed by dividing the NAVD 88
 FL0545.geopotential number by the normal gravity value computed on the
 FL0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0545.degrees latitude (g = 980.6199 gals.).
 FL0545
 FL0545.The modeled gravity was interpolated from observed gravity values.
 FL0545
 FL0545;                    North         East    Units  Estimated Accuracy
 FL0545;SPC TX N     - 1,218,450.      286,620.      MT  (+/- 180 meters Scaled)
 FL0545
 FL0545                          SUPERSEDED SURVEY CONTROL
 FL0545
 FL0545  NGVD 29 (??/??/92)  724.742  (m)         2377.76   (f) ADJ UNCH    2 0
 FL0545
 FL0545.Superseded values are not recommended for survey control.
 FL0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0545.See file dsdata.txt to determine how the superseded data were derived.
 FL0545
 FL0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE611811(NAD 83)
 FL0545_MARKER: DB = BENCH MARK DISK
 FL0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0545_STAMPING: G 544 1935
 FL0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0545+STABILITY: SURFACE MOTION
 FL0545
 FL0545  HISTORY     - Date     Condition        Report By
 FL0545  HISTORY     - 1935     MONUMENTED       CGS
 FL0545  HISTORY     - 1973     MARK NOT FOUND   USGS
 FL0545
 FL0545                          STATION DESCRIPTION
 FL0545
 FL0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0545'10.2 MI NW FROM CANADIAN.
 FL0545'IN ROBERTS COUNTY, 10.2 MILES NORTHWEST ALONG A GRADED ROAD FROM THE
 FL0545'POST OFFICE AT CANADIAN, HEMPHILL COUNTY, THENCE 1.0 MILE NORTH ALONG
 FL0545'THE CANADIAN RIVER TRAIL.  0.6 MILE EAST OF A POINT 1.0 MILE NORTH OF
 FL0545'THE J.B. WATERFIELD RANCH HOUSE, ABOUT 480 FEET WEST OF THE WEST EDGE
 FL0545'OF A DRY CREEK, 210 FEET SOUTH OF THE SOUTH BANK OF CANADIAN RIVER,
 FL0545'AND 10.6 FEET SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK,
 FL0545'STAMPED G 544 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0545
 FL0545                          STATION RECOVERY (1973)
 FL0545
 FL0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FL0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0840 ***********************************************************************
 FL0840  DESIGNATION -  G 545
 FL0840  PID         -  FL0840
 FL0840  STATE/COUNTY-  TX/CARSON
 FL0840  USGS QUAD   -  BORGER SE (1978)
 FL0840
 FL0840                         *CURRENT SURVEY CONTROL
 FL0840  ___________________________________________________________________
 FL0840* NAD 83(1986)-  35 30 57.     (N)    101 19 12.     (W)     SCALED    
 FL0840* NAVD 88     -       989.649  (meters)    3246.87   (feet)  ADJUSTED  
 FL0840  ___________________________________________________________________
 FL0840  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 FL0840  DYNAMIC HT  -         988.524 (meters)    3243.18  (feet)  COMP
 FL0840  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 FL0840
 FL0840  VERT ORDER  -  SECOND    CLASS 0
 FL0840
 FL0840.The horizontal coordinates were scaled from a topographic map and have
 FL0840.an estimated accuracy of +/- 6 seconds.
 FL0840
 FL0840.The orthometric height was determined by differential leveling
 FL0840.and adjusted by the National Geodetic Survey in June 1991..
 FL0840
 FL0840.The geoid height was determined by GEOID03.
 FL0840
 FL0840.The dynamic height is computed by dividing the NAVD 88
 FL0840.geopotential number by the normal gravity value computed on the
 FL0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0840.degrees latitude (g = 980.6199 gals.).
 FL0840
 FL0840.The modeled gravity was interpolated from observed gravity values.
 FL0840
 FL0840;                    North         East    Units  Estimated Accuracy
 FL0840;SPC TX N     - 1,168,180.      216,330.      MT  (+/- 180 meters Scaled)
 FL0840
 FL0840                          SUPERSEDED SURVEY CONTROL
 FL0840
 FL0840  NGVD 29 (??/??/92)  989.16   (m)         3245.3    (f) COMPUTED    2 0
 FL0840
 FL0840.Superseded values are not recommended for survey control.
 FL0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0840.See file dsdata.txt to determine how the superseded data were derived.
 FL0840
 FL0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE896327(NAD 83)
 FL0840_MARKER: DB = BENCH MARK DISK
 FL0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0840_STAMPING: G 545 1935
 FL0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0840+STABILITY: SURFACE MOTION
 FL0840
 FL0840  HISTORY     - Date     Condition        Report By
 FL0840  HISTORY     - 1935     MONUMENTED       CGS
 FL0840
 FL0840                          STATION DESCRIPTION
 FL0840
 FL0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0840'9.5 MI S FROM BORGER.
 FL0840'IN CARSON COUNTY, 9.5 MILES SOUTH ALONG STATE HIGHWAY 117 FROM THE
 FL0840'POST OFFICE AT BORGER, HUTCHINSON COUNTY, 4.4 MILES EAST ALONG A
 FL0840'TRAIL.  0.3 MILE NORTHEAST OF A CITIES SERVICE GAGING STATION, 74.6
 FL0840'FEET NORTH OF A ROW OF POLES, 44.7 FEET NORTH OF THE NORTH END OF AN
 FL0840'AUTOMOBILE GATE, AND 6.4 FEET WEST OF THE NORTH-AND-SOUTH FENCE.  A
 FL0840'STANDARD DISK, STAMPED G 545 1935 AND SET IN THE TOP OF A CONCRETE
 FL0840'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0081 ***********************************************************************
 FL0081  DESIGNATION -  G 546 RESET 1958
 FL0081  PID         -  FL0081
 FL0081  STATE/COUNTY-  TX/HEMPHILL
 FL0081  USGS QUAD   -  MENDOTA (1967)
 FL0081
 FL0081                         *CURRENT SURVEY CONTROL
 FL0081  ___________________________________________________________________
 FL0081* NAD 83(1986)-  35 47 56.     (N)    100 24 59.     (W)     SCALED    
 FL0081* NAVD 88     -       849.29   (meters)    2786.4    (feet)  RESET     
 FL0081  ___________________________________________________________________
 FL0081  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 FL0081
 FL0081  VERT ORDER  -  THIRD
 FL0081
 FL0081.The horizontal coordinates were scaled from a topographic map and have
 FL0081.an estimated accuracy of +/- 6 seconds.
 FL0081
 FL0081.The orthometric height was computed from unverified reset data.
 FL0081
 FL0081.The geoid height was determined by GEOID03.
 FL0081
 FL0081;                    North         East    Units  Estimated Accuracy
 FL0081;SPC TX N     - 1,200,100.      297,940.      MT  (+/- 180 meters Scaled)
 FL0081
 FL0081                          SUPERSEDED SURVEY CONTROL
 FL0081
 FL0081.No superseded survey control is available for this station.
 FL0081
 FL0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE720625(NAD 83)
 FL0081_MARKER: DB = BENCH MARK DISK
 FL0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0081_STAMPING: G 546 RESET 1958
 FL0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0081+STABILITY: SURFACE MOTION
 FL0081
 FL0081  HISTORY     - Date     Condition        Report By
 FL0081  HISTORY     - 1958     MONUMENTED       CGS
 FL0081
 FL0081                          STATION DESCRIPTION
 FL0081
 FL0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL0081'9.2 MI SW FROM CANADIAN.
 FL0081'ABOUT 8.0 MILES SOUTH ALONG U.S. HIGHWAYS NOS. 60 AND 83 FROM THE POST
 FL0081'OFFICE IN CANADIAN, HEMPHILL COUNTY, AND THEN 1.2 MILES SOUTHWEST
 FL0081'ALONG HIGHWAY NO. 60, ABOUT 100 YARDS EAST OF THE TOP OF A DIVIDE, 10
 FL0081'FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE LINE AND 35 FEET
 FL0081'EAST OF THE CENTERLINE OF A CATTLE-GUARD AND THE ENTRANCE ROAD TO THE
 FL0081'ED LITTLE RANCH.  A STANDARD DISK STAMPED G 546 RESET 1958 IN CONCRETE
 FL0081'POST PROJECTING ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0092 ***********************************************************************
 FL0092  DESIGNATION -  G 547 RESET 1950
 FL0092  PID         -  FL0092
 FL0092  STATE/COUNTY-  TX/HEMPHILL
 FL0092  USGS QUAD   -  YOUNG RANCH (1967)
 FL0092
 FL0092                         *CURRENT SURVEY CONTROL
 FL0092  ___________________________________________________________________
 FL0092* NAD 83(1986)-  35 38 02.     (N)    100 24 57.     (W)     SCALED    
 FL0092* NAVD 88     -       860.05   (meters)    2821.7    (feet)  RESET     
 FL0092  ___________________________________________________________________
 FL0092  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FL0092
 FL0092  VERT ORDER  -  THIRD
 FL0092
 FL0092.The horizontal coordinates were scaled from a topographic map and have
 FL0092.an estimated accuracy of +/- 6 seconds.
 FL0092
 FL0092.The orthometric height was computed from unverified reset data.
 FL0092
 FL0092.The geoid height was determined by GEOID03.
 FL0092
 FL0092;                    North         East    Units  Estimated Accuracy
 FL0092;SPC TX N     - 1,181,800.      298,190.      MT  (+/- 180 meters Scaled)
 FL0092
 FL0092                          SUPERSEDED SURVEY CONTROL
 FL0092
 FL0092.No superseded survey control is available for this station.
 FL0092
 FL0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE718442(NAD 83)
 FL0092_MARKER: DB = BENCH MARK DISK
 FL0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0092_STAMPING: G 547 RESET 1950
 FL0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0092+STABILITY: SURFACE MOTION
 FL0092
 FL0092  HISTORY     - Date     Condition        Report By
 FL0092  HISTORY     - 1950     MONUMENTED       TXHD
 FL0092
 FL0092                          STATION DESCRIPTION
 FL0092
 FL0092'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 FL0092'4.7 MI W FROM GAGEBY.
 FL0092'1 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT GAGEBY,
 FL0092'HEMPHILL COUNTY, THENCE 3.7 MILES WEST ALONG FARM-TO-MARKET HIGHWAY
 FL0092'1263.  0.4 MILE SOUTHEAST OF A FARMHOUSE, 49 FEET NORTH OF THE CENTER
 FL0092'LINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1
 FL0092'FOOT EAST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED G 547
 FL0092'RESET 1950 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0680 ***********************************************************************
 FL0680  DESIGNATION -  G 548
 FL0680  PID         -  FL0680
 FL0680  STATE/COUNTY-  TX/WHEELER
 FL0680  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL0680
 FL0680                         *CURRENT SURVEY CONTROL
 FL0680  ___________________________________________________________________
 FL0680* NAD 83(1986)-  35 31 55.     (N)    100 31 49.     (W)     SCALED    
 FL0680* NAVD 88     -       842.773  (meters)    2765.00   (feet)  ADJUSTED  
 FL0680  ___________________________________________________________________
 FL0680  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 FL0680  DYNAMIC HT  -         841.861 (meters)    2762.01  (feet)  COMP
 FL0680  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 FL0680
 FL0680  VERT ORDER  -  SECOND    CLASS 0
 FL0680
 FL0680.The horizontal coordinates were scaled from a topographic map and have
 FL0680.an estimated accuracy of +/- 6 seconds.
 FL0680
 FL0680.The orthometric height was determined by differential leveling
 FL0680.and adjusted by the National Geodetic Survey in June 1991..
 FL0680
 FL0680.The geoid height was determined by GEOID03.
 FL0680
 FL0680.The dynamic height is computed by dividing the NAVD 88
 FL0680.geopotential number by the normal gravity value computed on the
 FL0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0680.degrees latitude (g = 980.6199 gals.).
 FL0680
 FL0680.The modeled gravity was interpolated from observed gravity values.
 FL0680
 FL0680;                    North         East    Units  Estimated Accuracy
 FL0680;SPC TX N     - 1,170,380.      287,940.      MT  (+/- 180 meters Scaled)
 FL0680
 FL0680                          SUPERSEDED SURVEY CONTROL
 FL0680
 FL0680  NGVD 29 (??/??/92)  842.422  (m)         2763.85   (f) ADJ UNCH    2 0
 FL0680
 FL0680.Superseded values are not recommended for survey control.
 FL0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0680.See file dsdata.txt to determine how the superseded data were derived.
 FL0680
 FL0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE612331(NAD 83)
 FL0680_MARKER: DB = BENCH MARK DISK
 FL0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0680_STAMPING: G 548 1935
 FL0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0680+STABILITY: SURFACE MOTION
 FL0680
 FL0680  HISTORY     - Date     Condition        Report By
 FL0680  HISTORY     - 1935     MONUMENTED       CGS
 FL0680  HISTORY     - 1943     GOOD             NGS
 FL0680  HISTORY     - 1968     GOOD             USGS
 FL0680
 FL0680                          STATION DESCRIPTION
 FL0680
 FL0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0680'5.5 MI W FROM MOBEETIA.
 FL0680'ABOUT 5.5 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0680'STATION AT MOBEETIA, WHEELER COUNTY, AT THORNDIKE SIDING, ABOUT 0.2
 FL0680'MILE WEST OF MILEPOST 25, AND ABOUT 0.1 MILE EAST OF A BUNGALOW, 81.8
 FL0680'FEET SOUTH OF THE SOUTH RAIL OF THEMAIN TRACK, AND 6.4 FEET NORTH OF
 FL0680'THE RIGHT OF WAY FENCE, PROJECTING ABOUT 3-INCHES ABOVE THE GROUND.
 FL0680
 FL0680                          STATION RECOVERY (1968)
 FL0680
 FL0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FL0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0590 ***********************************************************************
 FL0590  DESIGNATION -  G 549
 FL0590  PID         -  FL0590
 FL0590  STATE/COUNTY-  TX/HEMPHILL
 FL0590  USGS QUAD   -  WASHBURN ARROYO (1972)
 FL0590
 FL0590                         *CURRENT SURVEY CONTROL
 FL0590  ___________________________________________________________________
 FL0590* NAD 83(1986)-  35 48 01.     (N)    100 30 28.     (W)     SCALED    
 FL0590* NAVD 88     -       778.428  (meters)    2553.89   (feet)  ADJUSTED  
 FL0590  ___________________________________________________________________
 FL0590  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FL0590  DYNAMIC HT  -         777.586 (meters)    2551.13  (feet)  COMP
 FL0590  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 FL0590
 FL0590  VERT ORDER  -  SECOND    CLASS 0
 FL0590
 FL0590.The horizontal coordinates were scaled from a topographic map and have
 FL0590.an estimated accuracy of +/- 6 seconds.
 FL0590
 FL0590.The orthometric height was determined by differential leveling
 FL0590.and adjusted by the National Geodetic Survey in June 1991..
 FL0590
 FL0590.The geoid height was determined by GEOID03.
 FL0590
 FL0590.The dynamic height is computed by dividing the NAVD 88
 FL0590.geopotential number by the normal gravity value computed on the
 FL0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0590.degrees latitude (g = 980.6199 gals.).
 FL0590
 FL0590.The modeled gravity was interpolated from observed gravity values.
 FL0590
 FL0590;                    North         East    Units  Estimated Accuracy
 FL0590;SPC TX N     - 1,200,170.      289,680.      MT  (+/- 180 meters Scaled)
 FL0590
 FL0590                          SUPERSEDED SURVEY CONTROL
 FL0590
 FL0590  NGVD 29 (??/??/92)  778.067  (m)         2552.71   (f) ADJ UNCH    2 0
 FL0590
 FL0590.Superseded values are not recommended for survey control.
 FL0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0590.See file dsdata.txt to determine how the superseded data were derived.
 FL0590
 FL0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE637628(NAD 83)
 FL0590_MARKER: DB = BENCH MARK DISK
 FL0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0590_STAMPING: G 549 1935
 FL0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0590+STABILITY: SURFACE MOTION
 FL0590
 FL0590  HISTORY     - Date     Condition        Report By
 FL0590  HISTORY     - 1935     MONUMENTED       CGS
 FL0590  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0590
 FL0590                          STATION DESCRIPTION
 FL0590
 FL0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0590'0.9 MI W FROM MENDOTA.
 FL0590'0.9 MILE WEST ALONGA TRAIL FROM THE PANHANDLE AND SANTA FE RAILWAY
 FL0590'STATION AT MENDOTA, ABOUT 500 FEET NORTH OF A FENCE CROSSING A DRY
 FL0590'CREEK BED, 32 FEET SOUTH OF THE CENTERLINE OF THE TRAIL, 21.5 FEET
 FL0590'SOUTH OF THE SOUTH END OF A CATTLE GATE, AND 2.2 FEET EAST OF THE
 FL0590'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED G 549 1935 AND SET IN
 FL0590'THE TOP OF A CONCRETE POST.
 FL0590
 FL0590                          STATION RECOVERY (1966)
 FL0590
 FL0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0243 ***********************************************************************
 FL0243  DESIGNATION -  G 550
 FL0243  PID         -  FL0243
 FL0243  STATE/COUNTY-  TX/WHEELER
 FL0243  USGS QUAD   -  SPRING CREEK (1962)
 FL0243
 FL0243                         *CURRENT SURVEY CONTROL
 FL0243  ___________________________________________________________________
 FL0243* NAD 83(1986)-  35 27 56.     (N)    100 29 09.     (W)     SCALED    
 FL0243* NAVD 88     -       815.412  (meters)    2675.23   (feet)  ADJUSTED  
 FL0243  ___________________________________________________________________
 FL0243  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 FL0243  DYNAMIC HT  -         814.537 (meters)    2672.36  (feet)  COMP
 FL0243  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 FL0243
 FL0243  VERT ORDER  -  SECOND    CLASS 0
 FL0243
 FL0243.The horizontal coordinates were scaled from a topographic map and have
 FL0243.an estimated accuracy of +/- 6 seconds.
 FL0243
 FL0243.The orthometric height was determined by differential leveling
 FL0243.and adjusted by the National Geodetic Survey in June 1991..
 FL0243
 FL0243.The geoid height was determined by GEOID03.
 FL0243
 FL0243.The dynamic height is computed by dividing the NAVD 88
 FL0243.geopotential number by the normal gravity value computed on the
 FL0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0243.degrees latitude (g = 980.6199 gals.).
 FL0243
 FL0243.The modeled gravity was interpolated from observed gravity values.
 FL0243
 FL0243;                    North         East    Units  Estimated Accuracy
 FL0243;SPC TX N     - 1,163,060.      292,040.      MT  (+/- 180 meters Scaled)
 FL0243
 FL0243                          SUPERSEDED SURVEY CONTROL
 FL0243
 FL0243  NGVD 29 (??/??/92)  815.073  (m)         2674.12   (f) ADJ UNCH    2 0
 FL0243
 FL0243.Superseded values are not recommended for survey control.
 FL0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0243.See file dsdata.txt to determine how the superseded data were derived.
 FL0243
 FL0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE651256(NAD 83)
 FL0243_MARKER: DB = BENCH MARK DISK
 FL0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0243_STAMPING: G-550 1935
 FL0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0243+STABILITY: SURFACE MOTION
 FL0243
 FL0243  HISTORY     - Date     Condition        Report By
 FL0243  HISTORY     - 1935     MONUMENTED       CGS
 FL0243  HISTORY     - 1961     MARK NOT FOUND   USGS
 FL0243
 FL0243                          STATION DESCRIPTION
 FL0243
 FL0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0243'7.3 MI SW FROM MABEETIE.
 FL0243'TO REACH BENCHMARK FROM DEPOT GO 1.3 MILES WEST ALONG RAILROAD, THENCE
 FL0243'1.1 MILES SOUTH ALONG GRADED ROAD, THENCE 1.4 MILES WEST ALONG STATE
 FL0243'HIGHWAY NO. 152, THENCE 3.5 MILES SOUTH ALONG GRADED ROAD. BENCHMARK
 FL0243'IS SET ON HILL NEAR RANCH HOUSE.  138.7 FEET EAST OF NORTHEAST CORNER
 FL0243'OF HOUSE.  19.4 FEET WEST OF CENTER-LINE OF GRADED ROAD. 26.4 FEET
 FL0243'SOUTH OF CENTER-LINE OF FARM ENTRANCE.  2.3 FEET WEST OF RIGHT-OF-WAY
 FL0243'FENCE.
 FL0243
 FL0243                          STATION RECOVERY (1961)
 FL0243
 FL0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FL0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0957 ***********************************************************************
 FL0957  DESIGNATION -  G 552
 FL0957  PID         -  FL0957
 FL0957  STATE/COUNTY-  TX/GRAY
 FL0957  USGS QUAD   -  GRANDVIEW SCHOOL (1966)
 FL0957
 FL0957                         *CURRENT SURVEY CONTROL
 FL0957  ___________________________________________________________________
 FL0957* NAD 83(1986)-  35 17 05.     (N)    101 02 40.     (W)     SCALED    
 FL0957* NAVD 88     -       997.855  (meters)    3273.80   (feet)  ADJUSTED  
 FL0957  ___________________________________________________________________
 FL0957  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL0957  DYNAMIC HT  -         996.718 (meters)    3270.07  (feet)  COMP
 FL0957  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 FL0957
 FL0957  VERT ORDER  -  SECOND    CLASS 0
 FL0957
 FL0957.The horizontal coordinates were scaled from a topographic map and have
 FL0957.an estimated accuracy of +/- 6 seconds.
 FL0957
 FL0957.The orthometric height was determined by differential leveling
 FL0957.and adjusted by the National Geodetic Survey in June 1991..
 FL0957
 FL0957.The geoid height was determined by GEOID03.
 FL0957
 FL0957.The dynamic height is computed by dividing the NAVD 88
 FL0957.geopotential number by the normal gravity value computed on the
 FL0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0957.degrees latitude (g = 980.6199 gals.).
 FL0957
 FL0957.The modeled gravity was interpolated from observed gravity values.
 FL0957
 FL0957;                    North         East    Units  Estimated Accuracy
 FL0957;SPC TX N     - 1,142,620.      241,440.      MT  (+/- 180 meters Scaled)
 FL0957
 FL0957                          SUPERSEDED SURVEY CONTROL
 FL0957
 FL0957  NGVD 29 (??/??/92)  997.42   (m)         3272.4    (f) COMPUTED    2 0
 FL0957
 FL0957.Superseded values are not recommended for survey control.
 FL0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0957.See file dsdata.txt to determine how the superseded data were derived.
 FL0957
 FL0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE140065(NAD 83)
 FL0957_MARKER: DB = BENCH MARK DISK
 FL0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0957_STAMPING: G 552 1935
 FL0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0957+STABILITY: SURFACE MOTION
 FL0957
 FL0957  HISTORY     - Date     Condition        Report By
 FL0957  HISTORY     - 1935     MONUMENTED       CGS
 FL0957  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0957
 FL0957                          STATION DESCRIPTION
 FL0957
 FL0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0957'6.9 MI N FROM BOYDSTON.
 FL0957'6.9 MILES NORTH ALONG A GRADED ROAD FROM BOYDSTON, GRAY COUNTY, 1.9
 FL0957'MILES WEST.  0.5 MILE EAST OF THE FRANK DEHECK FARMHOUSE, AT A ROAD
 FL0957'INTERSECTION, 51 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 33
 FL0957'FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 6.8 FEET WEST
 FL0957'OF A FENCE CORNER, AND 2.3 FEET SOUTH OF THE EAST-AND-WEST
 FL0957'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 552 1935 AND SET IN
 FL0957'THE TOP OF A CONCRETE POST.
 FL0957
 FL0957                          STATION RECOVERY (1966)
 FL0957
 FL0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1003 ***********************************************************************
 FL1003  DESIGNATION -  G 553
 FL1003  PID         -  FL1003
 FL1003  STATE/COUNTY-  TX/GRAY
 FL1003  USGS QUAD   -  KINGSMILL (1966)
 FL1003
 FL1003                         *CURRENT SURVEY CONTROL
 FL1003  ___________________________________________________________________
 FL1003* NAD 83(1986)-  35 29 23.     (N)    101 03 23.     (W)     SCALED    
 FL1003* NAVD 88     -      1003.030  (meters)    3290.77   (feet)  ADJUSTED  
 FL1003  ___________________________________________________________________
 FL1003  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 FL1003  DYNAMIC HT  -        1001.915 (meters)    3287.12  (feet)  COMP
 FL1003  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 FL1003
 FL1003  VERT ORDER  -  SECOND    CLASS 0
 FL1003
 FL1003.The horizontal coordinates were scaled from a topographic map and have
 FL1003.an estimated accuracy of +/- 6 seconds.
 FL1003
 FL1003.The orthometric height was determined by differential leveling
 FL1003.and adjusted by the National Geodetic Survey in June 1991..
 FL1003.WARNING-Repeat measurements at this control monument indicate possible
 FL1003.vertical movement.
 FL1003
 FL1003.The geoid height was determined by GEOID03.
 FL1003
 FL1003.The dynamic height is computed by dividing the NAVD 88
 FL1003.geopotential number by the normal gravity value computed on the
 FL1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1003.degrees latitude (g = 980.6199 gals.).
 FL1003
 FL1003.The modeled gravity was interpolated from observed gravity values.
 FL1003
 FL1003;                    North         East    Units  Estimated Accuracy
 FL1003;SPC TX N     - 1,165,360.      240,250.      MT  (+/- 180 meters Scaled)
 FL1003
 FL1003                          SUPERSEDED SURVEY CONTROL
 FL1003
 FL1003  NGVD 29 (??/??/92) 1002.605  (m)         3289.38   (f) ADJ UNCH    2 0
 FL1003
 FL1003.Superseded values are not recommended for survey control.
 FL1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1003.See file dsdata.txt to determine how the superseded data were derived.
 FL1003
 FL1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE134292(NAD 83)
 FL1003_MARKER: DB = BENCH MARK DISK
 FL1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1003_STAMPING: G 553 1935
 FL1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1003+STABILITY: SURFACE MOTION
 FL1003
 FL1003  HISTORY     - Date     Condition        Report By
 FL1003  HISTORY     - 1935     MONUMENTED       CGS
 FL1003  HISTORY     - 1965     MARK NOT FOUND   USGS
 FL1003
 FL1003                          STATION DESCRIPTION
 FL1003
 FL1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1003'0.7 MI NE FROM KINGS MILL.
 FL1003'0.7 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL1003'STATION AT KINGS MILL, GRAY COUNTY, 0.2 MILE NORTHEAST OF A ROAD
 FL1003'CROSSING, 250 YARDS SOUTHWEST OF MILEPOST 505, 84 FEET EAST OF A
 FL1003'WHISTLE POST, 66.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 FL1003'EAST-BOUND TRACK, AND 21.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE. A
 FL1003'STANDARD DISK, STAMPED G 553 1935 AND SET IN THE TOP OF A CONCRETE
 FL1003'POST.
 FL1003
 FL1003                          STATION RECOVERY (1965)
 FL1003
 FL1003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FL1003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0462 ***********************************************************************
 FL0462  DESIGNATION -  G 555
 FL0462  PID         -  FL0462
 FL0462  STATE/COUNTY-  TX/GRAY
 FL0462  USGS QUAD   -  BOWERS CITY (1976)
 FL0462
 FL0462                         *CURRENT SURVEY CONTROL
 FL0462  ___________________________________________________________________
 FL0462* NAD 83(1986)-  35 26 03.     (N)    100 52 33.     (W)     SCALED    
 FL0462* NAVD 88     -       936.161  (meters)    3071.39   (feet)  ADJUSTED  
 FL0462  ___________________________________________________________________
 FL0462  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL0462  DYNAMIC HT  -         935.148 (meters)    3068.06  (feet)  COMP
 FL0462  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 FL0462
 FL0462  VERT ORDER  -  SECOND    CLASS 0
 FL0462
 FL0462.The horizontal coordinates were scaled from a topographic map and have
 FL0462.an estimated accuracy of +/- 6 seconds.
 FL0462
 FL0462.The orthometric height was determined by differential leveling
 FL0462.and adjusted by the National Geodetic Survey in June 1991..
 FL0462
 FL0462.The geoid height was determined by GEOID03.
 FL0462
 FL0462.The dynamic height is computed by dividing the NAVD 88
 FL0462.geopotential number by the normal gravity value computed on the
 FL0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0462.degrees latitude (g = 980.6199 gals.).
 FL0462
 FL0462.The modeled gravity was interpolated from observed gravity values.
 FL0462
 FL0462;                    North         East    Units  Estimated Accuracy
 FL0462;SPC TX N     - 1,159,280.      256,670.      MT  (+/- 180 meters Scaled)
 FL0462
 FL0462                          SUPERSEDED SURVEY CONTROL
 FL0462
 FL0462  NGVD 29 (??/??/92)  935.777  (m)         3070.13   (f) ADJ UNCH    2 0
 FL0462
 FL0462.Superseded values are not recommended for survey control.
 FL0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0462.See file dsdata.txt to determine how the superseded data were derived.
 FL0462
 FL0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE297228(NAD 83)
 FL0462_MARKER: DB = BENCH MARK DISK
 FL0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0462_STAMPING: G 555 1935
 FL0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0462+STABILITY: SURFACE MOTION
 FL0462
 FL0462  HISTORY     - Date     Condition        Report By
 FL0462  HISTORY     - 1935     MONUMENTED       CGS
 FL0462  HISTORY     - 1943     GOOD             NGS
 FL0462
 FL0462                          STATION DESCRIPTION
 FL0462
 FL0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0462'3.7 MI W FROM LEFORS.
 FL0462'3.7 MILES WEST ALONG A GRADED ROAD FROM THE POST OFFICE AT LEFORS, 0.2
 FL0462'MILE SOUTH OF A RANCH HOUSE, AT THE TOP OF A HILL, 36.8 FEET SOUTH OF
 FL0462'THE CENTERLINE OF THE ROAD, 3.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 FL0462'AND 1.6 FEET WEST OF A FENCE LINE.  A STANDARD DISK, STAMPED G 555
 FL0462'1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- MARK WAS FOUND
 FL0462'MUTILATED AND RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0729 ***********************************************************************
 BY0729  DESIGNATION -  G 556
 BY0729  PID         -  BY0729
 BY0729  STATE/COUNTY-  TX/TRINITY
 BY0729  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0729
 BY0729                         *CURRENT SURVEY CONTROL
 BY0729  ___________________________________________________________________
 BY0729* NAD 83(1986)-  31 14 56.     (N)    094 59 01.     (W)     SCALED    
 BY0729* NAVD 88     -        69.09   (+/-2cm)     226.7    (feet)  VERTCON   
 BY0729  ___________________________________________________________________
 BY0729  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BY0729
 BY0729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0729
 BY0729.The horizontal coordinates were scaled from a topographic map and have
 BY0729.an estimated accuracy of +/- 6 seconds.
 BY0729
 BY0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0729.The vertical order pertains to the NGVD 29 superseded value.
 BY0729
 BY0729.The geoid height was determined by GEOID03.
 BY0729
 BY0729;                    North         East    Units  Estimated Accuracy
 BY0729;SPC TX C     - 3,187,650.    1,209,340.      MT  (+/- 180 meters Scaled)
 BY0729
 BY0729                          SUPERSEDED SURVEY CONTROL
 BY0729
 BY0729  NGVD 29 (??/??/92)   69.122  (m)          226.78   (f) ADJ UNCH    2 0
 BY0729
 BY0729.Superseded values are not recommended for survey control.
 BY0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0729.See file dsdata.txt to determine how the superseded data were derived.
 BY0729
 BY0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ111588(NAD 83)
 BY0729_MARKER: DB = BENCH MARK DISK
 BY0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0729_STAMPING: G 556 1947
 BY0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0729+STABILITY: SURFACE MOTION
 BY0729
 BY0729  HISTORY     - Date     Condition        Report By
 BY0729  HISTORY     - 1947     MONUMENTED       CGS
 BY0729
 BY0729                          STATION DESCRIPTION
 BY0729
 BY0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0729'2.1 MI N FROM APPLE SPRINGS.
 BY0729'0.1 MILE WEST ALONG STATE HIGHWAY NO.94 FROM THE POST OFFICE AT APPLE
 BY0729'SPRINGS, THENCE NORTH 2.0 MILES ALONG A GRADED DIRT ROAD, ACROSS THE
 BY0729'ROAD FROM A POINT WHERE A WOODS ROAD LEADS TO THE SOUTHEAST, 298.0
 BY0729'FEET NORTH OF THE NORTHWEST CORNER OF A WOODEN BRIDGE ACROSS SOUTH
 BY0729'CEDAR CREEK, 30.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 BY0729'NORTH OF A 4 X 4 IN. WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0729'WHICH PROJECTS ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0693 ***********************************************************************
 BY0693  DESIGNATION -  G 557
 BY0693  PID         -  BY0693
 BY0693  STATE/COUNTY-  TX/ANGELINA
 BY0693  USGS QUAD   -  WELLS (1980)
 BY0693
 BY0693                         *CURRENT SURVEY CONTROL
 BY0693  ___________________________________________________________________
 BY0693* NAD 83(1986)-  31 23 54.     (N)    094 56 07.     (W)     SCALED    
 BY0693* NAVD 88     -        73.96   (+/-2cm)     242.7    (feet)  VERTCON   
 BY0693  ___________________________________________________________________
 BY0693  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY0693
 BY0693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0693
 BY0693.The horizontal coordinates were scaled from a topographic map and have
 BY0693.an estimated accuracy of +/- 6 seconds.
 BY0693
 BY0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0693.The vertical order pertains to the NGVD 29 superseded value.
 BY0693
 BY0693.The geoid height was determined by GEOID03.
 BY0693
 BY0693;                    North         East    Units  Estimated Accuracy
 BY0693;SPC TX C     - 3,204,420.    1,213,130.      MT  (+/- 180 meters Scaled)
 BY0693
 BY0693                          SUPERSEDED SURVEY CONTROL
 BY0693
 BY0693  NGVD 29 (??/??/92)   74.010  (m)          242.81   (f) ADJ UNCH    2 0
 BY0693
 BY0693.Superseded values are not recommended for survey control.
 BY0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0693.See file dsdata.txt to determine how the superseded data were derived.
 BY0693
 BY0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ160753(NAD 83)
 BY0693_MARKER: DB = BENCH MARK DISK
 BY0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0693_STAMPING: G 557 1947
 BY0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0693+STABILITY: SURFACE MOTION
 BY0693
 BY0693  HISTORY     - Date     Condition        Report By
 BY0693  HISTORY     - 1947     MONUMENTED       CGS
 BY0693
 BY0693                          STATION DESCRIPTION
 BY0693
 BY0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0693'7.1 MI SW FROM POLLOCK.
 BY0693'6.0 MILES SOUTHWEST ALONG FARM TO MARKET ROAD 327 FROM THE POST OFFICE
 BY0693'AT POLLOCK, THENCE 1.1 MILES WEST ALONG STATE HIGHWAY 103, 340.0 FEET
 BY0693'WEST OF A CONCRETE CULVERT, 300.0 FEET EAST OF A CONCRETE CULVERT,
 BY0693'60.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4.0 FEET ABOVE THE
 BY0693'LEVEL OF THE HIGHWAY, 2.0 FEET SOUTH OF AN EAST AND WEST FENCE, 1.5
 BY0693'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0693'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0733 ***********************************************************************
 BY0733  DESIGNATION -  G 558
 BY0733  PID         -  BY0733
 BY0733  STATE/COUNTY-  TX/TRINITY
 BY0733  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0733
 BY0733                         *CURRENT SURVEY CONTROL
 BY0733  ___________________________________________________________________
 BY0733* NAD 83(1986)-  31 13 28.     (N)    094 58 15.     (W)     SCALED    
 BY0733* NAVD 88     -        80.71   (+/-2cm)     264.8    (feet)  VERTCON   
 BY0733  ___________________________________________________________________
 BY0733  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BY0733
 BY0733  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0733
 BY0733.The horizontal coordinates were scaled from a topographic map and have
 BY0733.an estimated accuracy of +/- 6 seconds.
 BY0733
 BY0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0733.The vertical order pertains to the NGVD 29 superseded value.
 BY0733
 BY0733.The geoid height was determined by GEOID03.
 BY0733
 BY0733;                    North         East    Units  Estimated Accuracy
 BY0733;SPC TX C     - 3,185,000.    1,210,680.      MT  (+/- 180 meters Scaled)
 BY0733
 BY0733                          SUPERSEDED SURVEY CONTROL
 BY0733
 BY0733  NGVD 29 (??/??/92)   80.746  (m)          264.91   (f) ADJ UNCH    2 0
 BY0733
 BY0733.Superseded values are not recommended for survey control.
 BY0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0733.See file dsdata.txt to determine how the superseded data were derived.
 BY0733
 BY0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ122561(NAD 83)
 BY0733_MARKER: DB = BENCH MARK DISK
 BY0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0733_SP_SET: BUILDING WALL
 BY0733_STAMPING: G 558 1948
 BY0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0733
 BY0733  HISTORY     - Date     Condition        Report By
 BY0733  HISTORY     - 1948     MONUMENTED       CGS
 BY0733
 BY0733                          STATION DESCRIPTION
 BY0733
 BY0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0733'IN APPLE SPRINGS.
 BY0733'AT APPLE SPRINGS, 29.1 FEET WEST OF THE CENTER LINE OF THE SOUTH
 BY0733'ENTRANCE OF THE APPLE SPRINGS HIGH SCHOOL, 0.7 FOOT EAST OF THE
 BY0733'SOUTHWEST CORNER OF THE HIGH SCHOOL, SET VERTICALLY 2.9 FEET ABOVE THE
 BY0733'GROUND IN THE SOUTH STONE WALL OF THE HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0799 ***********************************************************************
 BY0799  DESIGNATION -  G 559
 BY0799  PID         -  BY0799
 BY0799  STATE/COUNTY-  TX/TRINITY
 BY0799  USGS QUAD   -  TREVAT (1980)
 BY0799
 BY0799                         *CURRENT SURVEY CONTROL
 BY0799  ___________________________________________________________________
 BY0799* NAD 83(1986)-  31 00 48.     (N)    094 58 39.     (W)     SCALED    
 BY0799* NAVD 88     -        83.83   (+/-2cm)     275.0    (feet)  VERTCON   
 BY0799  ___________________________________________________________________
 BY0799  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY0799
 BY0799  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0799
 BY0799.The horizontal coordinates were scaled from a topographic map and have
 BY0799.an estimated accuracy of +/- 6 seconds.
 BY0799
 BY0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0799.The vertical order pertains to the NGVD 29 superseded value.
 BY0799
 BY0799.The geoid height was determined by GEOID03.
 BY0799
 BY0799;                    North         East    Units  Estimated Accuracy
 BY0799;SPC TX C     - 3,161,590.    1,211,180.      MT  (+/- 180 meters Scaled)
 BY0799
 BY0799                          SUPERSEDED SURVEY CONTROL
 BY0799
 BY0799  NGVD 29 (??/??/92)   83.849  (m)          275.09   (f) ADJ UNCH    2 0
 BY0799
 BY0799.Superseded values are not recommended for survey control.
 BY0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0799.See file dsdata.txt to determine how the superseded data were derived.
 BY0799
 BY0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ112327(NAD 83)
 BY0799_MARKER: DB = BENCH MARK DISK
 BY0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0799_STAMPING: G 559 1948
 BY0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0799+STABILITY: SURFACE MOTION
 BY0799
 BY0799  HISTORY     - Date     Condition        Report By
 BY0799  HISTORY     - 1948     MONUMENTED       CGS
 BY0799
 BY0799                          STATION DESCRIPTION
 BY0799
 BY0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0799'4.4 MI NE FROM WOODLAKE.
 BY0799'3.6 MILES EAST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY0799'WOODLAKE, THENCE 0.8 MILE NORTHEAST ALONG A GRADED DIRT ROAD, 120
 BY0799'YARDS (PACED) NORTH OF AN INTERSECTION WITH AN EAST-WEST TRAIL, 49.5
 BY0799'FEET NORTH OF A 14-INCH OAK TREE WITH A TRIANGULAR BLAZE, 24.0 FEET
 BY0799'WEST OF THE CENTER LINE OF THE ROAD, 23.3 FEET SOUTH OF A 16-INCH OAK
 BY0799'TREE WITH A TRIANGULAR BLAZE, 1.5 FEET NORTH OF A REFERENCE POST, SET
 BY0799'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1525 ***********************************************************************
 BY1525  DESIGNATION -  G 560
 BY1525  PID         -  BY1525
 BY1525  STATE/COUNTY-  TX/TRINITY
 BY1525  USGS QUAD   -  PENNINGTON (1963)
 BY1525
 BY1525                         *CURRENT SURVEY CONTROL
 BY1525  ___________________________________________________________________
 BY1525* NAD 83(1986)-  31 10 16.     (N)    095 11 56.     (W)     SCALED    
 BY1525* NAVD 88     -       103.52   (+/-2cm)     339.6    (feet)  VERTCON   
 BY1525  ___________________________________________________________________
 BY1525  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY1525
 BY1525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1525
 BY1525.The horizontal coordinates were scaled from a topographic map and have
 BY1525.an estimated accuracy of +/- 6 seconds.
 BY1525
 BY1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1525.The vertical order pertains to the NGVD 29 superseded value.
 BY1525
 BY1525.The geoid height was determined by GEOID03.
 BY1525
 BY1525;                    North         East    Units  Estimated Accuracy
 BY1525;SPC TX C     - 3,178,070.    1,189,250.      MT  (+/- 180 meters Scaled)
 BY1525
 BY1525                          SUPERSEDED SURVEY CONTROL
 BY1525
 BY1525  NGVD 29 (??/??/92)  103.537  (m)          339.69   (f) ADJ UNCH    2 0
 BY1525
 BY1525.Superseded values are not recommended for survey control.
 BY1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1525.See file dsdata.txt to determine how the superseded data were derived.
 BY1525
 BY1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ904506(NAD 83)
 BY1525_MARKER: DB = BENCH MARK DISK
 BY1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1525_STAMPING: G 560 1948
 BY1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1525+STABILITY: SURFACE MOTION
 BY1525
 BY1525  HISTORY     - Date     Condition        Report By
 BY1525  HISTORY     - 1948     MONUMENTED       CGS
 BY1525
 BY1525                          STATION DESCRIPTION
 BY1525
 BY1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1525'3.8 MI S FROM PENNINGTON.
 BY1525'2.5 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1525'PENNINGTON, THENCE 1.3 MILES SOUTH ALONG A GRADED DIRT ROAD, 46.0 FEET
 BY1525'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 36.0 FEET NORTHEAST OF THE
 BY1525'CENTER LINE OF A TRAIL LEADING SOUTHEAST, 22.5 FEET NORTHWEST OF A
 BY1525'14-INCH OAK TREE WITH A TRIANGULAR BLAZE, 1.7 FEET NORTHEAST OF A
 BY1525'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BY1525'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1220 ***********************************************************************
 FL1220  DESIGNATION -  G 561
 FL1220  PID         -  FL1220
 FL1220  STATE/COUNTY-  TX/RANDALL
 FL1220  USGS QUAD   -  THOMAS RANCH (1973)
 FL1220
 FL1220                         *CURRENT SURVEY CONTROL
 FL1220  ___________________________________________________________________
 FL1220* NAD 83(1986)-  35 05 14.     (N)    101 43 13.     (W)     SCALED    
 FL1220* NAVD 88     -      1085.855  (meters)    3562.51   (feet)  ADJUSTED  
 FL1220  ___________________________________________________________________
 FL1220  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL1220  DYNAMIC HT  -        1084.559 (meters)    3558.26  (feet)  COMP
 FL1220  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 FL1220
 FL1220  VERT ORDER  -  SECOND    CLASS 0
 FL1220
 FL1220.The horizontal coordinates were scaled from a topographic map and have
 FL1220.an estimated accuracy of +/- 6 seconds.
 FL1220
 FL1220.The orthometric height was determined by differential leveling
 FL1220.and adjusted by the National Geodetic Survey in June 1991..
 FL1220
 FL1220.The geoid height was determined by GEOID03.
 FL1220
 FL1220.The dynamic height is computed by dividing the NAVD 88
 FL1220.geopotential number by the normal gravity value computed on the
 FL1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1220.degrees latitude (g = 980.6199 gals.).
 FL1220
 FL1220.The modeled gravity was interpolated from observed gravity values.
 FL1220
 FL1220;                    North         East    Units  Estimated Accuracy
 FL1220;SPC TX N     - 1,120,640.      179,910.      MT  (+/- 180 meters Scaled)
 FL1220
 FL1220                          SUPERSEDED SURVEY CONTROL
 FL1220
 FL1220  NGVD 29 (??/??/92) 1085.369  (m)         3560.91   (f) ADJ UNCH    2 0
 FL1220
 FL1220.Superseded values are not recommended for survey control.
 FL1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1220.See file dsdata.txt to determine how the superseded data were derived.
 FL1220
 FL1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD520861(NAD 83)
 FL1220_MARKER: DB = BENCH MARK DISK
 FL1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1220_STAMPING: G 561 1935
 FL1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1220+STABILITY: SURFACE MOTION
 FL1220
 FL1220  HISTORY     - Date     Condition        Report By
 FL1220  HISTORY     - 1935     MONUMENTED       CGS
 FL1220
 FL1220                          STATION DESCRIPTION
 FL1220
 FL1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1220'10.6 MI E FROM ZITA.
 FL1220'10.6 MILES EAST OF ZITA, RANDALL COUNTY.  THIS BENCH MARK MAY BE
 FL1220'REACHED FROM THE PANHANDLE AND SANTA FE RAILWAY STATION BY GOING 0.7
 FL1220'MILE SOUTH ALONG THE RAILROAD AND THENCE ALONG GRADED ROADS 7.5 MILES
 FL1220'EAST, 2.3 MILES SOUTH, AND 0.1 MILE EAST.  IT IS ABOUT 600 FEET EAST
 FL1220'OF THE TURN TO THE EAST AND THE JUNCTION OF A LANE LEADING SOUTH TO A
 FL1220'RANCH HOUSE, 48 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 2.7 FEET
 FL1220'WEST OF A T-FENCE LEADING SOUTH.  A STANDARD DISK, STAMPED G 561 1935
 FL1220'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1299 ***********************************************************************
 FL1299  DESIGNATION -  G 562
 FL1299  PID         -  FL1299
 FL1299  STATE/COUNTY-  TX/RANDALL
 FL1299  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1299
 FL1299                         *CURRENT SURVEY CONTROL
 FL1299  ___________________________________________________________________
 FL1299* NAD 83(1986)-  35 03 30.     (N)    101 58 22.     (W)     SCALED    
 FL1299* NAVD 88     -      1124.383  (meters)    3688.91   (feet)  ADJUSTED  
 FL1299  ___________________________________________________________________
 FL1299  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 FL1299  DYNAMIC HT  -        1123.021 (meters)    3684.44  (feet)  COMP
 FL1299  MODELED GRAV-     979,383.8   (mgal)                       NAVD 88
 FL1299
 FL1299  VERT ORDER  -  SECOND    CLASS 0
 FL1299
 FL1299.The horizontal coordinates were scaled from a topographic map and have
 FL1299.an estimated accuracy of +/- 6 seconds.
 FL1299
 FL1299.The orthometric height was determined by differential leveling
 FL1299.and adjusted by the National Geodetic Survey in June 1991..
 FL1299
 FL1299.The geoid height was determined by GEOID03.
 FL1299
 FL1299.The dynamic height is computed by dividing the NAVD 88
 FL1299.geopotential number by the normal gravity value computed on the
 FL1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1299.degrees latitude (g = 980.6199 gals.).
 FL1299
 FL1299.The modeled gravity was interpolated from observed gravity values.
 FL1299
 FL1299;                    North         East    Units  Estimated Accuracy
 FL1299;SPC TX N     - 1,117,510.      156,880.      MT  (+/- 180 meters Scaled)
 FL1299
 FL1299                          SUPERSEDED SURVEY CONTROL
 FL1299
 FL1299  NGVD 29 (??/??/92) 1123.894  (m)         3687.31   (f) ADJ UNCH    2 0
 FL1299
 FL1299.Superseded values are not recommended for survey control.
 FL1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1299.See file dsdata.txt to determine how the superseded data were derived.
 FL1299
 FL1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD288835(NAD 83)
 FL1299_MARKER: DB = BENCH MARK DISK
 FL1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1299_STAMPING: G 562 1935
 FL1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1299+STABILITY: SURFACE MOTION
 FL1299
 FL1299  HISTORY     - Date     Condition        Report By
 FL1299  HISTORY     - 1935     MONUMENTED       CGS
 FL1299  HISTORY     - 1959     MARK NOT FOUND   NGS
 FL1299  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1299
 FL1299                          STATION DESCRIPTION
 FL1299
 FL1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FL1299'5.1 MI N FROM CANYON.
 FL1299'5.1 MILES NORTH ALONG THE SONCY ROAD FROM THE PANHANDLE AND SANTA FE
 FL1299'RAILWAY STATION AT CANYON, RANDALL COUNTY, THENCE 2.1 MILES WEST ALONG
 FL1299'A GRADED ROAD.  0.3 MILE EAST OF TWO RANCH HOUSES FACING EACH OTHER
 FL1299'ACROSS THE ROAD, AT THE CORNER OF A CULTIVATED FIELD, NEAR A WOODEN
 FL1299'WINDMILL AND A WATER TANK OWNED BY OLSON RANCH, 36 FEET NORTH OF THE
 FL1299'CENTER LINE OF THE ROAD, 31 FEET SOUTH OF THE CENTER OF THE WINDMILL,
 FL1299'AND 17 FEET WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED G 562
 FL1299'1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL1299
 FL1299                          STATION RECOVERY (1984)
 FL1299
 FL1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1271 ***********************************************************************
 FL1271  DESIGNATION -  G 563
 FL1271  PID         -  FL1271
 FL1271  STATE/COUNTY-  TX/ARMSTRONG
 FL1271  USGS QUAD   -  FAIRVIEW (1973)
 FL1271
 FL1271                         *CURRENT SURVEY CONTROL
 FL1271  ___________________________________________________________________
 FL1271* NAD 83(1986)-  35 00 53.     (N)    101 36 45.     (W)     SCALED    
 FL1271* NAVD 88     -      1062.907  (meters)    3487.22   (feet)  ADJUSTED  
 FL1271  ___________________________________________________________________
 FL1271  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 FL1271  DYNAMIC HT  -        1061.631 (meters)    3483.03  (feet)  COMP
 FL1271  MODELED GRAV-     979,397.8   (mgal)                       NAVD 88
 FL1271
 FL1271  VERT ORDER  -  SECOND    CLASS 0
 FL1271
 FL1271.The horizontal coordinates were scaled from a topographic map and have
 FL1271.an estimated accuracy of +/- 6 seconds.
 FL1271
 FL1271.The orthometric height was determined by differential leveling
 FL1271.and adjusted by the National Geodetic Survey in June 1991..
 FL1271
 FL1271.The geoid height was determined by GEOID03.
 FL1271
 FL1271.The dynamic height is computed by dividing the NAVD 88
 FL1271.geopotential number by the normal gravity value computed on the
 FL1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1271.degrees latitude (g = 980.6199 gals.).
 FL1271
 FL1271.The modeled gravity was interpolated from observed gravity values.
 FL1271
 FL1271;                    North         East    Units  Estimated Accuracy
 FL1271;SPC TX N     - 1,112,580.      189,730.      MT  (+/- 180 meters Scaled)
 FL1271
 FL1271                          SUPERSEDED SURVEY CONTROL
 FL1271
 FL1271  NGVD 29 (??/??/92) 1062.424  (m)         3485.64   (f) ADJ UNCH    2 0
 FL1271
 FL1271.Superseded values are not recommended for survey control.
 FL1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1271.See file dsdata.txt to determine how the superseded data were derived.
 FL1271
 FL1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD616777(NAD 83)
 FL1271_MARKER: DB = BENCH MARK DISK
 FL1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1271_STAMPING: G 563 1935
 FL1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1271+STABILITY: SURFACE MOTION
 FL1271
 FL1271  HISTORY     - Date     Condition        Report By
 FL1271  HISTORY     - 1935     MONUMENTED       CGS
 FL1271
 FL1271                          STATION DESCRIPTION
 FL1271
 FL1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1271'13.7 MI SW FROM WASHBURN.
 FL1271'2.3 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 FL1271'WASHBURN, ARMSTRONG COUNTY, THENCE 11.4 MILES SOUTH ALONG A GRADED
 FL1271'ROAD.  AT A ROAD INTERSECTION, OPPOSITE THE WILLIAM CLARK YELLOW RANCH
 FL1271'HOUSE AND A WINDMILL, 181 FEET EAST OF THE EAST SIDE OF THE RANCH
 FL1271'HOUSE, 41 FEET SOUTH OF A FENCE CORNER, AND 37 FEET EAST OF THE
 FL1271'CENTERLINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED G
 FL1271'563 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1168 ***********************************************************************
 AY1168  DESIGNATION -  G 564
 AY1168  PID         -  AY1168
 AY1168  STATE/COUNTY-  TX/BANDERA
 AY1168  USGS QUAD   -  TARPLEY PASS (1964)
 AY1168
 AY1168                         *CURRENT SURVEY CONTROL
 AY1168  ___________________________________________________________________
 AY1168* NAD 83(1986)-  29 40 57.     (N)    099 11 37.     (W)     SCALED    
 AY1168* NAVD 88     -       497.960  (meters)    1633.72   (feet)  ADJUSTED  
 AY1168  ___________________________________________________________________
 AY1168  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AY1168  DYNAMIC HT  -         497.234 (meters)    1631.34  (feet)  COMP
 AY1168  MODELED GRAV-     979,169.4   (mgal)                       NAVD 88
 AY1168
 AY1168  VERT ORDER  -  SECOND    CLASS 0
 AY1168
 AY1168.The horizontal coordinates were scaled from a topographic map and have
 AY1168.an estimated accuracy of +/- 6 seconds.
 AY1168
 AY1168.The orthometric height was determined by differential leveling
 AY1168.and adjusted by the National Geodetic Survey in June 1991..
 AY1168
 AY1168.The geoid height was determined by GEOID03.
 AY1168
 AY1168.The dynamic height is computed by dividing the NAVD 88
 AY1168.geopotential number by the normal gravity value computed on the
 AY1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1168.degrees latitude (g = 980.6199 gals.).
 AY1168
 AY1168.The modeled gravity was interpolated from observed gravity values.
 AY1168
 AY1168;                    North         East    Units  Estimated Accuracy
 AY1168;SPC TXSC     - 4,204,950.      581,260.      MT  (+/- 180 meters Scaled)
 AY1168
 AY1168                          SUPERSEDED SURVEY CONTROL
 AY1168
 AY1168  NGVD 29 (??/??/92)  497.827  (m)         1633.29   (f) ADJ UNCH    2 0
 AY1168
 AY1168.Superseded values are not recommended for survey control.
 AY1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1168.See file dsdata.txt to determine how the superseded data were derived.
 AY1168
 AY1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT812836(NAD 83)
 AY1168_MARKER: DB = BENCH MARK DISK
 AY1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1168_STAMPING: G 564 1953
 AY1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1168+STABILITY: SURFACE MOTION
 AY1168
 AY1168  HISTORY     - Date     Condition        Report By
 AY1168  HISTORY     - 1953     MONUMENTED       CGS
 AY1168  HISTORY     - 1963     MARK NOT FOUND   USGS
 AY1168  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 AY1168
 AY1168                          STATION DESCRIPTION
 AY1168
 AY1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1168'5.4 MI NE FROM TARPLEY.
 AY1168'5.4 MILES NORTHEAST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1168'TARPLEY, AT THE FOOT OF A HILL, 65 FEET EAST OF THE NORTHEAST END OF
 AY1168'THE SOUTHEAST HEADWALL OF A SMALL CONCRETE CULVERT OVER A DRY CREEK,
 AY1168'36 FEET SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD, 23 FEET
 AY1168'SOUTHWEST OF A 15 INCH OAK TREE, 1.7 FEET NORTHWEST OF A FENCE, 1.7
 AY1168'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1168'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1168
 AY1168                          STATION RECOVERY (1963)
 AY1168
 AY1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AY1168'MARK NOT FOUND.
 AY1168
 AY1168                          STATION RECOVERY (1993)
 AY1168
 AY1168'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0441 ***********************************************************************
 EN0441  DESIGNATION -  G 566
 EN0441  PID         -  EN0441
 EN0441  STATE/COUNTY-  TX/RANDALL
 EN0441  USGS QUAD   -  OGG (1984)
 EN0441
 EN0441                         *CURRENT SURVEY CONTROL
 EN0441  ___________________________________________________________________
 EN0441* NAD 83(1986)-  34 50 46.     (N)    101 57 19.     (W)     SCALED    
 EN0441* NAVD 88     -      1137.429  (meters)    3731.72   (feet)  ADJUSTED  
 EN0441  ___________________________________________________________________
 EN0441  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 EN0441  DYNAMIC HT  -        1136.019 (meters)    3727.09  (feet)  COMP
 EN0441  MODELED GRAV-     979,356.1   (mgal)                       NAVD 88
 EN0441
 EN0441  VERT ORDER  -  SECOND    CLASS 0
 EN0441
 EN0441.The horizontal coordinates were scaled from a topographic map and have
 EN0441.an estimated accuracy of +/- 6 seconds.
 EN0441
 EN0441.The orthometric height was determined by differential leveling
 EN0441.and adjusted by the National Geodetic Survey in June 1991..
 EN0441
 EN0441.The geoid height was determined by GEOID03.
 EN0441
 EN0441.The dynamic height is computed by dividing the NAVD 88
 EN0441.geopotential number by the normal gravity value computed on the
 EN0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0441.degrees latitude (g = 980.6199 gals.).
 EN0441
 EN0441.The modeled gravity was interpolated from observed gravity values.
 EN0441
 EN0441;                    North         East    Units  Estimated Accuracy
 EN0441;SPC TX N     - 1,093,960.      158,360.      MT  (+/- 180 meters Scaled)
 EN0441
 EN0441                          SUPERSEDED SURVEY CONTROL
 EN0441
 EN0441  NGVD 29 (??/??/92) 1136.935  (m)         3730.09   (f) ADJ UNCH    2 0
 EN0441
 EN0441.Superseded values are not recommended for survey control.
 EN0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0441.See file dsdata.txt to determine how the superseded data were derived.
 EN0441
 EN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD297599(NAD 83)
 EN0441_MARKER: DB = BENCH MARK DISK
 EN0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0441_STAMPING: G 566 1935
 EN0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0441+STABILITY: SURFACE MOTION
 EN0441
 EN0441  HISTORY     - Date     Condition        Report By
 EN0441  HISTORY     - 1935     MONUMENTED       CGS
 EN0441  HISTORY     - 1960     GOOD             USGS
 EN0441
 EN0441                          STATION DESCRIPTION
 EN0441
 EN0441'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 EN0441'4.35 MI NW FROM CANYON.
 EN0441'TO REACH FROM RALPH SWITCH (WHICH IS ABOUT 10 MI. SE OF CANYON), GO
 EN0441'NORTH OF HWY. 87 FOR 0.2 MI., THENCE WEST FOR 3.65 MI.  AT THIS POINT
 EN0441'LEAVE RD.  AND FOLLOW FENCE LINE NORTH FOR 0.5 MI. TO BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0539 ***********************************************************************
 EN0539  DESIGNATION -  G 568
 EN0539  PID         -  EN0539
 EN0539  STATE/COUNTY-  TX/RANDALL
 EN0539  USGS QUAD   -  WESLEY POINT (1984)
 EN0539
 EN0539                         *CURRENT SURVEY CONTROL
 EN0539  ___________________________________________________________________
 EN0539* NAD 83(1986)-  34 48 23.     (N)    101 40 27.     (W)     SCALED    
 EN0539* NAVD 88     -      1070.105  (meters)    3510.84   (feet)  ADJUSTED  
 EN0539  ___________________________________________________________________
 EN0539  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 EN0539  DYNAMIC HT  -        1068.797 (meters)    3506.54  (feet)  COMP
 EN0539  MODELED GRAV-     979,376.1   (mgal)                       NAVD 88
 EN0539
 EN0539  VERT ORDER  -  SECOND    CLASS 0
 EN0539
 EN0539.The horizontal coordinates were scaled from a topographic map and have
 EN0539.an estimated accuracy of +/- 6 seconds.
 EN0539
 EN0539.The orthometric height was determined by differential leveling
 EN0539.and adjusted by the National Geodetic Survey in June 1991..
 EN0539
 EN0539.The geoid height was determined by GEOID03.
 EN0539
 EN0539.The dynamic height is computed by dividing the NAVD 88
 EN0539.geopotential number by the normal gravity value computed on the
 EN0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0539.degrees latitude (g = 980.6199 gals.).
 EN0539
 EN0539.The modeled gravity was interpolated from observed gravity values.
 EN0539
 EN0539;                    North         East    Units  Estimated Accuracy
 EN0539;SPC TX N     - 1,089,470.      184,060.      MT  (+/- 180 meters Scaled)
 EN0539
 EN0539                          SUPERSEDED SURVEY CONTROL
 EN0539
 EN0539  NGVD 29 (??/??/92) 1069.657  (m)         3509.37   (f) ADJ UNCH    2 0
 EN0539
 EN0539.Superseded values are not recommended for survey control.
 EN0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0539.See file dsdata.txt to determine how the superseded data were derived.
 EN0539
 EN0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD553548(NAD 83)
 EN0539_MARKER: DB = BENCH MARK DISK
 EN0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0539_STAMPING: G 568 1935
 EN0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0539+STABILITY: SURFACE MOTION
 EN0539
 EN0539  HISTORY     - Date     Condition        Report By
 EN0539  HISTORY     - 1935     MONUMENTED       CGS
 EN0539  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0539
 EN0539                          STATION DESCRIPTION
 EN0539
 EN0539'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0539'16.7 MI NE FROM HAPPY.
 EN0539'IN RANDALL COUNTY, 16.7 MILES NORTHEAST OF HAPPY, SWISHER COUNTY. THIS
 EN0539'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.2 MILE EAST
 EN0539'ALONG A CITY STREET, THENCE 4.9 MILES NORTHWEST ALONG U.S. HIGHWAY 87,
 EN0539'AND THENCE 11.6 MILES EAST ALONG A GRADED ROAD.  IT IS 0.3 MILE WEST
 EN0539'OF A CURVE AROUND A DRY LAKE BED, 0.1 MILE EAST OF THE ENTRANCE TO THE
 EN0539'W.E. BARNARD FARM, 46.6 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 8.8
 EN0539'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2.2 FEET EAST OF THE FENCE
 EN0539'LEADING SOUTH.  A STANDARD DISK, STAMPED G 568 1935 AND SET IN THE TOP
 EN0539'OF A CONCRETE POST.  NOTE-- WIDENING THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0243 ***********************************************************************
 EN0243  DESIGNATION -  G 569
 EN0243  PID         -  EN0243
 EN0243  STATE/COUNTY-  TX/ARMSTRONG
 EN0243  USGS QUAD   -  PLEASANT CREEK (1963)
 EN0243
 EN0243                         *CURRENT SURVEY CONTROL
 EN0243  ___________________________________________________________________
 EN0243* NAD 83(1986)-  34 45 22.     (N)    101 29 38.     (W)     SCALED    
 EN0243* NAVD 88     -      1022.597  (meters)    3354.97   (feet)  ADJUSTED  
 EN0243  ___________________________________________________________________
 EN0243  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0243  DYNAMIC HT  -        1021.361 (meters)    3350.92  (feet)  COMP
 EN0243  MODELED GRAV-     979,391.4   (mgal)                       NAVD 88
 EN0243
 EN0243  VERT ORDER  -  SECOND    CLASS 0
 EN0243
 EN0243.The horizontal coordinates were scaled from a topographic map and have
 EN0243.an estimated accuracy of +/- 6 seconds.
 EN0243
 EN0243.The orthometric height was determined by differential leveling
 EN0243.and adjusted by the National Geodetic Survey in June 1991..
 EN0243
 EN0243.The geoid height was determined by GEOID03.
 EN0243
 EN0243.The dynamic height is computed by dividing the NAVD 88
 EN0243.geopotential number by the normal gravity value computed on the
 EN0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0243.degrees latitude (g = 980.6199 gals.).
 EN0243
 EN0243.The modeled gravity was interpolated from observed gravity values.
 EN0243
 EN0243;                    North         East    Units  Estimated Accuracy
 EN0243;SPC TX N     - 1,083,880.      200,560.      MT  (+/- 180 meters Scaled)
 EN0243
 EN0243                          SUPERSEDED SURVEY CONTROL
 EN0243
 EN0243  NGVD 29 (??/??/92) 1022.165  (m)         3353.55   (f) ADJ UNCH    2 0
 EN0243
 EN0243.Superseded values are not recommended for survey control.
 EN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0243.See file dsdata.txt to determine how the superseded data were derived.
 EN0243
 EN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD717488(NAD 83)
 EN0243_MARKER: DB = BENCH MARK DISK
 EN0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0243_STAMPING: G 569 1935
 EN0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0243+STABILITY: SURFACE MOTION
 EN0243
 EN0243  HISTORY     - Date     Condition        Report By
 EN0243  HISTORY     - 1935     MONUMENTED       CGS
 EN0243  HISTORY     - 1951     GOOD             NGS
 EN0243
 EN0243                          STATION DESCRIPTION
 EN0243
 EN0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EN0243'5.8 MI SE FROM WAYSIDE.
 EN0243'3.2 MILES EAST AND 2.6 MILES SOUTH ALONG GRADED ROADS FROM THE POST
 EN0243'OFFICE AT WAYSIDE, ARMSTRONG COUNTY, 1.0 MILE SOUTHEAST OF A RANCH
 EN0243'HOUSE AND A LARGE METAL WATER TANK, ON THE SOUTH SLOPE OF A HILL, 22
 EN0243'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 8-1/2 FEET SOUTH OF THE
 EN0243'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED G 569 1935 AND SET IN
 EN0243'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0259 ***********************************************************************
 FM0259  DESIGNATION -  G 570
 FM0259  PID         -  FM0259
 FM0259  STATE/COUNTY-  TX/OLDHAM
 FM0259  USGS QUAD   -  JAY TAYLOR RANCH (1966)
 FM0259
 FM0259                         *CURRENT SURVEY CONTROL
 FM0259  ___________________________________________________________________
 FM0259* NAD 83(1986)-  35 21 07.     (N)    102 19 56.     (W)     SCALED    
 FM0259* NAVD 88     -      1103.200  (meters)    3619.42   (feet)  ADJUSTED  
 FM0259  ___________________________________________________________________
 FM0259  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 FM0259  DYNAMIC HT  -        1101.892 (meters)    3615.12  (feet)  COMP
 FM0259  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 FM0259
 FM0259  VERT ORDER  -  SECOND    CLASS 0
 FM0259
 FM0259.The horizontal coordinates were scaled from a topographic map and have
 FM0259.an estimated accuracy of +/- 6 seconds.
 FM0259
 FM0259.The orthometric height was determined by differential leveling
 FM0259.and adjusted by the National Geodetic Survey in June 1991..
 FM0259
 FM0259.The geoid height was determined by GEOID03.
 FM0259
 FM0259.The dynamic height is computed by dividing the NAVD 88
 FM0259.geopotential number by the normal gravity value computed on the
 FM0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0259.degrees latitude (g = 980.6199 gals.).
 FM0259
 FM0259.The modeled gravity was interpolated from observed gravity values.
 FM0259
 FM0259;                    North         East    Units  Estimated Accuracy
 FM0259;SPC TX N     - 1,150,300.      124,360.      MT  (+/- 180 meters Scaled)
 FM0259
 FM0259                          SUPERSEDED SURVEY CONTROL
 FM0259
 FM0259  NGVD 29 (??/??/92) 1102.708  (m)         3617.80   (f) ADJ UNCH    2 0
 FM0259
 FM0259.Superseded values are not recommended for survey control.
 FM0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0259.See file dsdata.txt to determine how the superseded data were derived.
 FM0259
 FM0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV424153(NAD 83)
 FM0259_MARKER: DB = BENCH MARK DISK
 FM0259_SETTING: 0 = UNSPECIFIED SETTING
 FM0259_STAMPING: G 570 1935
 FM0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0259
 FM0259  HISTORY     - Date     Condition        Report By
 FM0259  HISTORY     - 1935     MONUMENTED       CGS
 FM0259  HISTORY     - 1943     GOOD             NGS
 FM0259
 FM0259                          STATION DESCRIPTION
 FM0259
 FM0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FM0259'11.5 MI NE FROM VEGA.
 FM0259'ABOUT 11.5 MILES NORTHEAST OF VEGA, OLDHAM CO., REACHED BY GOING 0.4
 FM0259'MILE NORTH, 3.6 MILES EAST, 2.0 MILES NORTH ALONG GRADED ROADS, THENCE
 FM0259'5.5 MILES NORTHEAST ALONG THE OLD VEGA-TASCOSA ROAD.  THE BENCH MARK
 FM0259'IS AT A GATE AND CATTLEGUARD ACROSS THE ROAD IN AN NORTHWEST-SOUTHEAST
 FM0259'FENCE LINE, ABOUT 50 FEET NORTH OF THE CATTLEGUARD, 18 FEET NORTHEAST
 FM0259'OF THE FENCE LINE, A BENCH MARK DISK NOTE-- AT THE TIME OF RECOVERY A
 FM0259'WHITE REFERENCE POST WAS PLACED ABOUT 1 FOOT FROM THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0249 ***********************************************************************
 AM0249  DESIGNATION -  G 573
 AM0249  PID         -  AM0249
 AM0249  STATE/COUNTY-  TX/MATAGORDA
 AM0249  USGS QUAD   -  CEDAR LANE (1972)
 AM0249
 AM0249                         *CURRENT SURVEY CONTROL
 AM0249  ___________________________________________________________________
 AM0249* NAD 83(1986)-  28 57 05.     (N)    095 42 34.     (W)     SCALED    
 AM0249* NAVD 88     -         6.90   (+/-2cm)      22.6    (feet)  VERTCON   
 AM0249  ___________________________________________________________________
 AM0249  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0249
 AM0249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0249
 AM0249.The horizontal coordinates were scaled from a topographic map and have
 AM0249.an estimated accuracy of +/- 6 seconds.
 AM0249
 AM0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0249.The vertical order pertains to the NGVD 29 superseded value.
 AM0249
 AM0249.The geoid height was determined by GEOID03.
 AM0249
 AM0249;                    North         East    Units  Estimated Accuracy
 AM0249;SPC TXSC     - 4,128,420.      920,700.      MT  (+/- 180 meters Scaled)
 AM0249
 AM0249                          SUPERSEDED SURVEY CONTROL
 AM0249
 AM0249  NGVD 29 (??/??/92)    6.931  (m)           22.74   (f) ADJ UNCH    2 0
 AM0249
 AM0249.Superseded values are not recommended for survey control.
 AM0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0249.See file dsdata.txt to determine how the superseded data were derived.
 AM0249
 AM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN359056(NAD 83)
 AM0249_MARKER: DB = BENCH MARK DISK
 AM0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0249_STAMPING: G 573 1941
 AM0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0249+STABILITY: SURFACE MOTION
 AM0249
 AM0249  HISTORY     - Date     Condition        Report By
 AM0249  HISTORY     - 1941     MONUMENTED       CGS
 AM0249  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0249
 AM0249                          STATION DESCRIPTION
 AM0249
 AM0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0249'0.6 MI SE FROM CEDAR LANE.
 AM0249'0.6 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD FROM THE POST
 AM0249'OFFICE AT CEDAR LANE, THENCE 1.7 MILES NORTHEAST ALONG A COUNTY ROAD.
 AM0249'0.45 MILE NORTHEAST OF THE SOUTH JUNCTION OF A COUNTY ROAD, 0.1 MILE
 AM0249'SOUTHEAST OF THE NORTH JUNCTION OF THE COUNTY ROAD, AT A STEEL-GIRDER
 AM0249'BRIDGE OVER CANEY CREEK, 47 FEET EAST OF THE EAST END OF THE BRIDGE,
 AM0249'44 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 14 FEET SOUTH OF A LARGE
 AM0249'PECAN TREE IN A FENCE LINE, 3 FEET WEST OF A WHITE WOODEN WITNESS
 AM0249'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED G 573 1941
 AM0249'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AM0249'GROUND.
 AM0249
 AM0249                          STATION RECOVERY (2003)
 AM0249
 AM0249'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0249'SIGNIFICANT ROAD AND DITCH GRADING MODIFICATIONS HAVE OCCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0554 ***********************************************************************
 AX0554  DESIGNATION -  G 574
 AX0554  PID         -  AX0554
 AX0554  STATE/COUNTY-  TX/WHARTON
 AX0554  USGS QUAD   -  DANEVANG (1951)
 AX0554
 AX0554                         *CURRENT SURVEY CONTROL
 AX0554  ___________________________________________________________________
 AX0554* NAD 83(1986)-  29 06 07.     (N)    096 08 16.     (W)     SCALED    
 AX0554* NAVD 88     -        23.02   (+/-2cm)      75.5    (feet)  VERTCON   
 AX0554  ___________________________________________________________________
 AX0554  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0554
 AX0554  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0554
 AX0554.The horizontal coordinates were scaled from a topographic map and have
 AX0554.an estimated accuracy of +/- 6 seconds.
 AX0554
 AX0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0554.The vertical order pertains to the NGVD 29 superseded value.
 AX0554
 AX0554.The geoid height was determined by GEOID03.
 AX0554
 AX0554;                    North         East    Units  Estimated Accuracy
 AX0554;SPC TXSC     - 4,144,010.      878,550.      MT  (+/- 180 meters Scaled)
 AX0554
 AX0554                          SUPERSEDED SURVEY CONTROL
 AX0554
 AX0554  NGVD 29 (??/??/92)   23.038  (m)           75.58   (f) ADJ UNCH    2 0
 AX0554
 AX0554.Superseded values are not recommended for survey control.
 AX0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0554.See file dsdata.txt to determine how the superseded data were derived.
 AX0554
 AX0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT785226(NAD 83)
 AX0554_MARKER: DB = BENCH MARK DISK
 AX0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0554_STAMPING: G 574 1941
 AX0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0554+STABILITY: SURFACE MOTION
 AX0554
 AX0554  HISTORY     - Date     Condition        Report By
 AX0554  HISTORY     - 1941     MONUMENTED       CGS
 AX0554  HISTORY     - 1943     GOOD             NGS
 AX0554
 AX0554                          STATION DESCRIPTION
 AX0554
 AX0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0554'13.7 MI SE FROM EL CAMPO.
 AX0554'BENCH MARK IS ABOUT 13.7 MILES SOUTHEASTERLY FROM EL CAMPO, ABOUT 0.8
 AX0554'MILE WEST OF INTERSECTION OF EAST-WEST ROAD WITH PIERCE-MARKHAM
 AX0554'GRAVELED ROAD AND ABOUT 0.2 MILE EAST OF INTERSECTION OF ROAD LEADING
 AX0554'NORTH.  IT IS 32.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET
 AX0554'NORTH OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET SOUTH OF A FENCE
 AX0554'CORNER.  A DISK SET IN CONCRETE POST PROJECTING ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0537 ***********************************************************************
 AX0537  DESIGNATION -  G 575
 AX0537  PID         -  AX0537
 AX0537  STATE/COUNTY-  TX/WHARTON
 AX0537  USGS QUAD   -  DANEVANG (1951)
 AX0537
 AX0537                         *CURRENT SURVEY CONTROL
 AX0537  ___________________________________________________________________
 AX0537* NAD 83(1986)-  29 06 54.     (N)    096 14 50.     (W)     SCALED    
 AX0537* NAVD 88     -        27.57   (+/-2cm)      90.5    (feet)  VERTCON   
 AX0537  ___________________________________________________________________
 AX0537  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0537
 AX0537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0537
 AX0537.The horizontal coordinates were scaled from a topographic map and have
 AX0537.an estimated accuracy of +/- 6 seconds.
 AX0537
 AX0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0537.The vertical order pertains to the NGVD 29 superseded value.
 AX0537
 AX0537.The geoid height was determined by GEOID03.
 AX0537
 AX0537;                    North         East    Units  Estimated Accuracy
 AX0537;SPC TXSC     - 4,145,200.      867,870.      MT  (+/- 180 meters Scaled)
 AX0537
 AX0537                          SUPERSEDED SURVEY CONTROL
 AX0537
 AX0537  NGVD 29 (??/??/92)   27.576  (m)           90.47   (f) ADJ UNCH    2 0
 AX0537
 AX0537.Superseded values are not recommended for survey control.
 AX0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0537.See file dsdata.txt to determine how the superseded data were derived.
 AX0537
 AX0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT678238(NAD 83)
 AX0537_MARKER: DB = BENCH MARK DISK
 AX0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0537_SP_SET: CULVERT
 AX0537_STAMPING: G 575 1941
 AX0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0537
 AX0537  HISTORY     - Date     Condition        Report By
 AX0537  HISTORY     - 1941     MONUMENTED       CGS
 AX0537  HISTORY     - 1964     GOOD             USGS
 AX0537
 AX0537                          STATION DESCRIPTION
 AX0537
 AX0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0537'5.9 MI SE FROM EL CAMPO.
 AX0537'TO REACH THE BENCH MARK FROM THE FIRE STATION AT EL CAMPO-- GO 5.9
 AX0537'MILES SOUTHEAST ALONG STATE HIGHWAY 71 TO A CROSSROADS, AND THE SITE
 AX0537'OF THE MARK.  BENCH MARK IS IN THE TOP OF THE SOUTHEAST END OF THE
 AX0537'SOUTHWEST HEADWALL OF A CONCRETE CULVERT, 50.0 FEET NORTHWEST OF THE
 AX0537'CENTERLINE OF THE EAST-WEST ROAD, 16.0 FEET SOUTHWEST OF AND ABOUT 1.0
 AX0537'FOOT ABOVE THE CENTERLINE OF THE HIGHWAY AND IS STAMPED G 575 1941.
 AX0537'NOTE-- 22 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 AX0537'LEVEL WITH THE HIGHWAY.
 AX0537
 AX0537                          STATION RECOVERY (1964)
 AX0537
 AX0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0333 ***********************************************************************
 AX0333  DESIGNATION -  G 577 RESET
 AX0333  PID         -  AX0333
 AX0333  STATE/COUNTY-  TX/WHARTON
 AX0333  USGS QUAD   -  PIERCE (1980)
 AX0333
 AX0333                         *CURRENT SURVEY CONTROL
 AX0333  ___________________________________________________________________
 AX0333* NAD 83(1986)-  29 12 28.     (N)    096 14 55.     (W)     SCALED    
 AX0333* NAVD 88     -        31.66   (+/-2cm)     103.9    (feet)  VERTCON   
 AX0333  ___________________________________________________________________
 AX0333  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0333
 AX0333  VERT ORDER  -  THIRD (See Below)
 AX0333
 AX0333.The horizontal coordinates were scaled from a topographic map and have
 AX0333.an estimated accuracy of +/- 6 seconds.
 AX0333
 AX0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0333.The vertical order pertains to the NGVD 29 superseded value.
 AX0333
 AX0333.The geoid height was determined by GEOID03.
 AX0333
 AX0333;                    North         East    Units  Estimated Accuracy
 AX0333;SPC TXSC     - 4,155,470.      867,490.      MT  (+/- 180 meters Scaled)
 AX0333
 AX0333                          SUPERSEDED SURVEY CONTROL
 AX0333
 AX0333  NGVD 29 (01/29/03)   31.67   (m)          103.9    (f) RESET       3  
 AX0333
 AX0333.Superseded values are not recommended for survey control.
 AX0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0333.See file dsdata.txt to determine how the superseded data were derived.
 AX0333
 AX0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT675341(NAD 83)
 AX0333_MARKER: DB = BENCH MARK DISK
 AX0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0333_STAMPING: G 577 1941 RESET 1947
 AX0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0333+STABILITY: SURFACE MOTION
 AX0333
 AX0333  HISTORY     - Date     Condition        Report By
 AX0333  HISTORY     - 1947     MONUMENTED       CGS
 AX0333  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0333
 AX0333                          STATION DESCRIPTION
 AX0333
 AX0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0333'1.7 MI NE FROM EL CAMPO.
 AX0333'1.7 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0333'STATION AT EL CAMPO, WHARTON COUNTY, 104.4 FEET SOUTHWEST OF THE
 AX0333'ELEVENTH POLE SOTHWEST OF MILEPOST 37, 51.2 FEET SOUTHEAST OF THE
 AX0333'SOUTHEAST RAIL, 50.3 FEET SOUTH-SOUTHEAST OF THE EAST CORNER OF
 AX0333'TRESTLE NO. 37.37, 3.2 FEET SOUTHEAST OF A POLE, 1.8 FEET SOUTHWEST OF
 AX0333'A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK. A
 AX0333'STANDARD DISK, STAMPED G 577 1941 RESET 1947 AND SET IN THE TOP OF A
 AX0333'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AX0333
 AX0333                          STATION RECOVERY (1987)
 AX0333
 AX0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0333'NOT RECOVERED. THE DESCRIBED AREA IS NOW A PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0101 ***********************************************************************
 AN0101  DESIGNATION -  G 579
 AN0101  PID         -  AN0101
 AN0101  STATE/COUNTY-  TX/JACKSON
 AN0101  USGS QUAD   -  FRANCITAS NE (1995)
 AN0101
 AN0101                         *CURRENT SURVEY CONTROL
 AN0101  ___________________________________________________________________
 AN0101* NAD 83(1986)-  28 57 12.     (N)    096 22 10.     (W)     SCALED    
 AN0101* NAVD 88     -        15.54   (+/-2cm)      51.0    (feet)  VERTCON   
 AN0101  ___________________________________________________________________
 AN0101  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0101
 AN0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0101
 AN0101.The horizontal coordinates were scaled from a topographic map and have
 AN0101.an estimated accuracy of +/- 6 seconds.
 AN0101
 AN0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0101.The vertical order pertains to the NGVD 29 superseded value.
 AN0101
 AN0101.The geoid height was determined by GEOID03.
 AN0101
 AN0101;                    North         East    Units  Estimated Accuracy
 AN0101;SPC TXSC     - 4,127,010.      856,380.      MT  (+/- 180 meters Scaled)
 AN0101
 AN0101                          SUPERSEDED SURVEY CONTROL
 AN0101
 AN0101  NGVD 29 (??/??/92)   15.566  (m)           51.07   (f) ADJ UNCH    2 0
 AN0101
 AN0101.Superseded values are not recommended for survey control.
 AN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0101.See file dsdata.txt to determine how the superseded data were derived.
 AN0101
 AN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT563056(NAD 83)
 AN0101_MARKER: DB = BENCH MARK DISK
 AN0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0101_SP_SET: CULVERT
 AN0101_STAMPING: G 579 1941
 AN0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0101
 AN0101  HISTORY     - Date     Condition        Report By
 AN0101  HISTORY     - 1941     MONUMENTED       CGS
 AN0101  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 AN0101
 AN0101                          STATION DESCRIPTION
 AN0101
 AN0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0101'8.8 MI NW FROM FRANCITAS.
 AN0101'ABOUT 6.8 MILES NORTH ALONG A GRADED ROAD FROM THE ST. LOUIS,
 AN0101'BROWNSVILLE AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY,
 AN0101'THENCE ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 111-- AT THE
 AN0101'INTERSECTION OF A GRADED ROAD LEADING SOUTH, AT A LARGE CONCRETE
 AN0101'CULVERT, IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL, 18 FEET
 AN0101'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 AN0101'THE HIGHWAY.  A STANDARD DISK, STAMPED G 579 1941.
 AN0101
 AN0101                          STATION RECOVERY (1991)
 AN0101
 AN0101'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0847 ***********************************************************************
 AN0847  DESIGNATION -  G 580
 AN0847  PID         -  AN0847
 AN0847  STATE/COUNTY-  TX/CALHOUN
 AN0847  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0847
 AN0847                         *CURRENT SURVEY CONTROL
 AN0847  ___________________________________________________________________
 AN0847* NAD 83(1986)-  28 34 00.     (N)    096 38 01.     (W)     SCALED    
 AN0847* NAVD 88     -         4.81   (+/-2cm)      15.8    (feet)  VERTCON   
 AN0847  ___________________________________________________________________
 AN0847  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN0847
 AN0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0847
 AN0847.The horizontal coordinates were scaled from a topographic map and have
 AN0847.an estimated accuracy of +/- 6 seconds.
 AN0847
 AN0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0847.The vertical order pertains to the NGVD 29 superseded value.
 AN0847
 AN0847.The geoid height was determined by GEOID03.
 AN0847
 AN0847;                    North         East    Units  Estimated Accuracy
 AN0847;SPC TXSC     - 4,083,620.      831,510.      MT  (+/- 180 meters Scaled)
 AN0847
 AN0847                          SUPERSEDED SURVEY CONTROL
 AN0847
 AN0847  NGVD 29 (??/??/92)    4.927  (m)           16.16   (f) ADJ UNCH    2 0
 AN0847
 AN0847.Superseded values are not recommended for survey control.
 AN0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0847.See file dsdata.txt to determine how the superseded data were derived.
 AN0847
 AN0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS314622(NAD 83)
 AN0847_MARKER: DB = BENCH MARK DISK
 AN0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0847_SP_SET: CULVERT
 AN0847_STAMPING: G 580 1942
 AN0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0847
 AN0847  HISTORY     - Date     Condition        Report By
 AN0847  HISTORY     - 1942     MONUMENTED       CGS
 AN0847  HISTORY     - 1958     GOOD             TXHD
 AN0847  HISTORY     - 1988     GOOD             USPSQD
 AN0847  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0847
 AN0847                          STATION DESCRIPTION
 AN0847
 AN0847'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AN0847'4.4 MI S FROM PORT LAVACA.
 AN0847'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0847'PORT LAVACA, CALHOUN COUNTY, 300 FEET SOUTHEAST OF THE JUNCTION OF
 AN0847'STATE HIGHWAY 316, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTHWEST
 AN0847'WINGWALL AT THE NORTHEAST END, 21 FEET NORTHEAST OF THE CENTERLINE OF
 AN0847'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED G
 AN0847'580 1942.
 AN0847
 AN0847                          STATION RECOVERY (1988)
 AN0847
 AN0847'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0847'RECOVERED IN GOOD CONDITION.
 AN0847
 AN0847                          STATION RECOVERY (1998)
 AN0847
 AN0847'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0848 ***********************************************************************
 AN0848  DESIGNATION -  G 580 RESET 1969
 AN0848  PID         -  AN0848
 AN0848  STATE/COUNTY-  TX/CALHOUN
 AN0848  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0848
 AN0848                         *CURRENT SURVEY CONTROL
 AN0848  ___________________________________________________________________
 AN0848* NAD 83(1986)-  28 34 00.     (N)    096 38 00.     (W)     SCALED    
 AN0848* NAVD 88     -         4.53   (+/-2cm)      14.9    (feet)  VERTCON   
 AN0848  ___________________________________________________________________
 AN0848  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN0848
 AN0848  VERT ORDER  -  THIRD (See Below)
 AN0848
 AN0848.The horizontal coordinates were scaled from a topographic map and have
 AN0848.an estimated accuracy of +/- 6 seconds.
 AN0848
 AN0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0848.The vertical order pertains to the NGVD 29 superseded value.
 AN0848
 AN0848.The geoid height was determined by GEOID03.
 AN0848
 AN0848;                    North         East    Units  Estimated Accuracy
 AN0848;SPC TXSC     - 4,083,620.      831,530.      MT  (+/- 180 meters Scaled)
 AN0848
 AN0848                          SUPERSEDED SURVEY CONTROL
 AN0848
 AN0848  NGVD 29 (??/??/??)    4.65   (m)           15.3    (f) RESET       3  
 AN0848
 AN0848.Superseded values are not recommended for survey control.
 AN0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0848.See file dsdata.txt to determine how the superseded data were derived.
 AN0848
 AN0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS315622(NAD 83)
 AN0848_MARKER: DB = BENCH MARK DISK
 AN0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0848_SP_SET: CULVERT
 AN0848_STAMPING: G 580 RESET 1969
 AN0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0848
 AN0848  HISTORY     - Date     Condition        Report By
 AN0848  HISTORY     - 1969     MONUMENTED       TXHD
 AN0848  HISTORY     - 1971     GOOD             TXHD
 AN0848  HISTORY     - 19980725 GOOD             USPSQD
 AN0848
 AN0848                          STATION DESCRIPTION
 AN0848
 AN0848'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1971
 AN0848'4.4 MI S FROM PORT LAVACA.
 AN0848'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0848'PORT LAVACA, 355 FEET SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 316,
 AN0848'IN THE CENTER OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT, 51 FEET
 AN0848'WEST SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 335 FEET SOUTHEAST
 AN0848'OF A CONCRETE RIGHT-OF-WAY MARKER WHICH IS 60 FEET SOUTHWEST OF THE
 AN0848'JUNCTION.
 AN0848
 AN0848                          STATION RECOVERY (1998)
 AN0848
 AN0848'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0247 ***********************************************************************
 AN0247  DESIGNATION -  G 581
 AN0247  PID         -  AN0247
 AN0247  STATE/COUNTY-  TX/MATAGORDA
 AN0247  USGS QUAD   -  BLESSING SE (1995)
 AN0247
 AN0247                         *CURRENT SURVEY CONTROL
 AN0247  ___________________________________________________________________
 AN0247* NAD 83(1986)-  28 48 33.     (N)    096 05 36.     (W)     SCALED    
 AN0247* NAVD 88     -        10.80   (+/-2cm)      35.4    (feet)  VERTCON   
 AN0247  ___________________________________________________________________
 AN0247  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN0247
 AN0247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0247
 AN0247.The horizontal coordinates were scaled from a topographic map and have
 AN0247.an estimated accuracy of +/- 6 seconds.
 AN0247
 AN0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0247.The vertical order pertains to the NGVD 29 superseded value.
 AN0247
 AN0247.The geoid height was determined by GEOID03.
 AN0247
 AN0247;                    North         East    Units  Estimated Accuracy
 AN0247;SPC TXSC     - 4,111,680.      883,690.      MT  (+/- 180 meters Scaled)
 AN0247
 AN0247                          SUPERSEDED SURVEY CONTROL
 AN0247
 AN0247  NGVD 29 (??/??/92)   10.847  (m)           35.59   (f) ADJ UNCH    2 0
 AN0247
 AN0247.Superseded values are not recommended for survey control.
 AN0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0247.See file dsdata.txt to determine how the superseded data were derived.
 AN0247
 AN0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS836903(NAD 83)
 AN0247_MARKER: DB = BENCH MARK DISK
 AN0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0247_STAMPING: G 581 1941
 AN0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0247+STABILITY: SURFACE MOTION
 AN0247
 AN0247  HISTORY     - Date     Condition        Report By
 AN0247  HISTORY     - 1941     MONUMENTED       CGS
 AN0247  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0247
 AN0247                          STATION DESCRIPTION
 AN0247
 AN0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0247'7.3 MI SW FROM BUCKEYE.
 AN0247'7.3 MILES SOUTHWEST ALONG THE COUNTY CANAL ROAD FROM THE ST. LOUIS,
 AN0247'BROWNSVILLE AND MEXICO RAILWAY STATION AT BUCKEYE, MATAGORDA COUNTY,
 AN0247'AT A ROAD INTERSECTION, 30 FEET WEST OF THE CENTER LINE OF THE MAIN
 AN0247'ROAD, 6 FEET SOUTH OF A SOUTH GATEPOST, 3 FEET SOUTH OF A WHITE WOODEN
 AN0247'WITNESS POST, 2 FEET WEST OF A FENCE, AND LEVEL WITH THE ROAD. A
 AN0247'STANDARD DISK, STAMPED G 581 1941 AND SET IN THE TOP OF A CONCRETE
 AN0247'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AN0247
 AN0247                          STATION RECOVERY (1991)
 AN0247
 AN0247'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0276 ***********************************************************************
 AN0276  DESIGNATION -  G 582
 AN0276  PID         -  AN0276
 AN0276  STATE/COUNTY-  TX/MATAGORDA
 AN0276  USGS QUAD   -  PALACIOS (1995)
 AN0276
 AN0276                         *CURRENT SURVEY CONTROL
 AN0276  ___________________________________________________________________
 AN0276* NAD 83(1986)-  28 44 42.     (N)    096 07 38.     (W)     SCALED    
 AN0276* NAVD 88     -         5.41   (+/-2cm)      17.7    (feet)  VERTCON   
 AN0276  ___________________________________________________________________
 AN0276  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN0276
 AN0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0276
 AN0276.The horizontal coordinates were scaled from a topographic map and have
 AN0276.an estimated accuracy of +/- 6 seconds.
 AN0276
 AN0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0276.The vertical order pertains to the NGVD 29 superseded value.
 AN0276
 AN0276.The geoid height was determined by GEOID03.
 AN0276
 AN0276;                    North         East    Units  Estimated Accuracy
 AN0276;SPC TXSC     - 4,104,490.      880,550.      MT  (+/- 180 meters Scaled)
 AN0276
 AN0276                          SUPERSEDED SURVEY CONTROL
 AN0276
 AN0276  NGVD 29 (??/??/92)    5.470  (m)           17.95   (f) ADJ UNCH    2 0
 AN0276
 AN0276.Superseded values are not recommended for survey control.
 AN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0276.See file dsdata.txt to determine how the superseded data were derived.
 AN0276
 AN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS805831(NAD 83)
 AN0276_MARKER: DB = BENCH MARK DISK
 AN0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0276_STAMPING: G 582 1941
 AN0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0276+STABILITY: SURFACE MOTION
 AN0276
 AN0276  HISTORY     - Date     Condition        Report By
 AN0276  HISTORY     - 1941     MONUMENTED       CGS
 AN0276  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0276
 AN0276                          STATION DESCRIPTION
 AN0276
 AN0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0276'3.9 MI NE FROM COLLEGEPORT.
 AN0276'3.9 MILES NORTHEAST ALONG A PAVED COUNTY ROAD FROM THE SCHOOL AT
 AN0276'COLLEGEPORT, MATAGORDA COUNTY, AT THE JUNCTION OF A ROAD LEADING EAST
 AN0276'TO CITRUS GROVE, 65 FEET SOUTH OF THE CENTER LINE OF THE CITRUS GROVE
 AN0276'ROAD, 47.5 FEET EAST OF THE CENTER LINE OF THE COLLEGEPORT ROAD, 12
 AN0276'FEET SOUTH OF POWER POLE NO. 216, 3 FEET NORTH OF A WHITE WOODEN
 AN0276'WITNESS POST, AND 1 FOOT EAST OF THE FENCE LINE.  A STANDARD DISK,
 AN0276'STAMPED G 582 1941 AND SET IN THE TOP OF A CONCRETE POST.
 AN0276
 AN0276                          STATION RECOVERY (1991)
 AN0276
 AN0276'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0185 ***********************************************************************
 AN0185  DESIGNATION -  G 583
 AN0185  PID         -  AN0185
 AN0185  STATE/COUNTY-  TX/MATAGORDA
 AN0185  USGS QUAD   -  BLESSING (1995)
 AN0185
 AN0185                         *CURRENT SURVEY CONTROL
 AN0185  ___________________________________________________________________
 AN0185* NAD 83(1986)-  28 51 11.     (N)    096 12 35.     (W)     SCALED    
 AN0185* NAVD 88     -        10.83   (+/-2cm)      35.5    (feet)  VERTCON   
 AN0185  ___________________________________________________________________
 AN0185  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0185
 AN0185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0185
 AN0185.The horizontal coordinates were scaled from a topographic map and have
 AN0185.an estimated accuracy of +/- 6 seconds.
 AN0185
 AN0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0185.The vertical order pertains to the NGVD 29 superseded value.
 AN0185
 AN0185.The geoid height was determined by GEOID03.
 AN0185
 AN0185;                    North         East    Units  Estimated Accuracy
 AN0185;SPC TXSC     - 4,116,260.      872,210.      MT  (+/- 180 meters Scaled)
 AN0185
 AN0185                          SUPERSEDED SURVEY CONTROL
 AN0185
 AN0185  NGVD 29 (??/??/92)   10.876  (m)           35.68   (f) ADJ UNCH    2 0
 AN0185
 AN0185.Superseded values are not recommended for survey control.
 AN0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0185.See file dsdata.txt to determine how the superseded data were derived.
 AN0185
 AN0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS722949(NAD 83)
 AN0185_MARKER: DB = BENCH MARK DISK
 AN0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0185_SP_SET: CULVERT
 AN0185_STAMPING: G 583 1941
 AN0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0185
 AN0185  HISTORY     - Date     Condition        Report By
 AN0185  HISTORY     - 1941     MONUMENTED       CGS
 AN0185  HISTORY     - 1963     GOOD             NGS
 AN0185  HISTORY     - 1978     GOOD             NGS
 AN0185  HISTORY     - 1991     GOOD             USPSQD
 AN0185
 AN0185                          STATION DESCRIPTION
 AN0185
 AN0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0185'1.2 MI S FROM BLESSING.
 AN0185'1.2 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0185'HIGHWAY 93 AT BLESSING, MATAGORDA COUNTY, AT THREE 5- BY 5-FOOT
 AN0185'COMBINED CULVERTS ON A LARGE CANAL, AND IN THE CENTER OF THE TOP OF
 AN0185'THE WEST HEADWALL.  A STANDARD DISK, STAMPED G 583 1941.
 AN0185
 AN0185                          STATION RECOVERY (1963)
 AN0185
 AN0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AN0185'RECOVERED IN GOOD CONDITION.
 AN0185
 AN0185                          STATION RECOVERY (1978)
 AN0185
 AN0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0185'RECOVERED IN GOOD CONDITION.
 AN0185
 AN0185                          STATION RECOVERY (1991)
 AN0185
 AN0185'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0167 ***********************************************************************
 AN0167  DESIGNATION -  G 584
 AN0167  PID         -  AN0167
 AN0167  STATE/COUNTY-  TX/MATAGORDA
 AN0167  USGS QUAD   -  TURTLE BAY (1995)
 AN0167
 AN0167                         *CURRENT SURVEY CONTROL
 AN0167  ___________________________________________________________________
 AN0167* NAD 83(1986)-  28 43 11.     (N)    096 17 08.     (W)     SCALED    
 AN0167* NAVD 88     -         3.95   (+/-2cm)      13.0    (feet)  VERTCON   
 AN0167  ___________________________________________________________________
 AN0167  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0167
 AN0167  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0167
 AN0167.The horizontal coordinates were scaled from a topographic map and have
 AN0167.an estimated accuracy of +/- 6 seconds.
 AN0167
 AN0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0167.The vertical order pertains to the NGVD 29 superseded value.
 AN0167
 AN0167.The geoid height was determined by GEOID03.
 AN0167
 AN0167;                    North         East    Units  Estimated Accuracy
 AN0167;SPC TXSC     - 4,101,320.      865,160.      MT  (+/- 180 meters Scaled)
 AN0167
 AN0167                          SUPERSEDED SURVEY CONTROL
 AN0167
 AN0167  NGVD 29 (??/??/92)    4.020  (m)           13.19   (f) ADJ UNCH    2 0
 AN0167
 AN0167.Superseded values are not recommended for survey control.
 AN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0167.See file dsdata.txt to determine how the superseded data were derived.
 AN0167
 AN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS651799(NAD 83)
 AN0167_MARKER: DB = BENCH MARK DISK
 AN0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0167_SP_SET: CULVERT
 AN0167_STAMPING: G 584 1941
 AN0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0167
 AN0167  HISTORY     - Date     Condition        Report By
 AN0167  HISTORY     - 1941     MONUMENTED       CGS
 AN0167
 AN0167                          STATION DESCRIPTION
 AN0167
 AN0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0167'4.8 MI W FROM PALACIOS.
 AN0167'4.8 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0167'RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, 0.3 MILE EAST OF
 AN0167'TURTLE BAYOU SCHOOL, AT THE T-JUNCTION OF A ROAD LEADING SOUTH, 43
 AN0167'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT A 3- BY 3-FOOT
 AN0167'CONCRETE CULVERT UNDER THE ROAD, AND IN THE TOP OF THE NORTH END OF
 AN0167'THE WEST HEADWALL.  A STANDARD DISK, STAMPED G 584 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0215 ***********************************************************************
 AM0215  DESIGNATION -  G 585
 AM0215  PID         -  AM0215
 AM0215  STATE/COUNTY-  TX/MATAGORDA
 AM0215  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0215
 AM0215                         *CURRENT SURVEY CONTROL
 AM0215  ___________________________________________________________________
 AM0215* NAD 83(1986)-  28 45 53.     (N)    095 47 04.     (W)     SCALED    
 AM0215* NAVD 88     -         0.84   (+/-2cm)       2.8    (feet)  VERTCON   
 AM0215  ___________________________________________________________________
 AM0215  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AM0215
 AM0215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0215
 AM0215.The horizontal coordinates were scaled from a topographic map and have
 AM0215.an estimated accuracy of +/- 6 seconds.
 AM0215
 AM0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0215.The vertical order pertains to the NGVD 29 superseded value.
 AM0215
 AM0215.The geoid height was determined by GEOID03.
 AM0215
 AM0215;                    North         East    Units  Estimated Accuracy
 AM0215;SPC TXSC     - 4,107,540.      913,960.      MT  (+/- 180 meters Scaled)
 AM0215
 AM0215                          SUPERSEDED SURVEY CONTROL
 AM0215
 AM0215  NGVD 29 (??/??/92)    0.886  (m)            2.91   (f) ADJ UNCH    2 0
 AM0215
 AM0215.Superseded values are not recommended for survey control.
 AM0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0215.See file dsdata.txt to determine how the superseded data were derived.
 AM0215
 AM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM281851(NAD 83)
 AM0215_MARKER: DB = BENCH MARK DISK
 AM0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0215_STAMPING: G 585 1941
 AM0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0215+STABILITY: SURFACE MOTION
 AM0215
 AM0215  HISTORY     - Date     Condition        Report By
 AM0215  HISTORY     - 1941     MONUMENTED       CGS
 AM0215
 AM0215                          STATION DESCRIPTION
 AM0215
 AM0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0215'12.1 MI SE FROM WADSWORTH.
 AM0215'12.1 MILES SOUTHEAST OF WADSWORTH.  THIS BENCH MARK MAY BE REACHED
 AM0215'FROM THE GULF, COLORADO AND SANTA FE RAILWAY STATION BY GOING 2.85
 AM0215'MILES EAST, 1.1 MILES SOUTH, AND 1.1 MILES SOUTHEAST ALONG SHELL
 AM0215'ROADS, THENCE 0.45 MILE EAST, 0.7 MILE SOUTHEAST, 1.1 MILES EAST, AND
 AM0215'4.8 MILES SOUTHEAST ALONG COUNTY ROADS.  IT IS 0.35 MILE NORTHWEST OF
 AM0215'A WOODEN BRIDGE OVER LIVE OAK BAYOU, 0.2 MILE NORTHWEST OF A WINDMILL
 AM0215'ON THE EAST SIDE OF THE ROAD, 97 FEET WEST OF THE EDGE OF LIVE OAK
 AM0215'BAYOU, ON THE OUTSIDE OF A CURVE IN THE ROAD, 49 FEET EAST OF THE
 AM0215'CENTERLINE OF THE ROAD, 35 FEET WEST OF A FENCE GATE, 1 FOOT SOUTH OF
 AM0215'THE FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 AM0215'THE ROAD.  A STANDARD DISK, STAMPED G 585 1941 AND SET IN THE TOP OF A
 AM0215'CONCRETE POST PROJECTING 0.9 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0240 ***********************************************************************
 AM0240  DESIGNATION -  G 586
 AM0240  PID         -  AM0240
 AM0240  STATE/COUNTY-  TX/BRAZORIA
 AM0240  USGS QUAD   -  CEDAR LANE (1972)
 AM0240
 AM0240                         *CURRENT SURVEY CONTROL
 AM0240  ___________________________________________________________________
 AM0240* NAD 83(1986)-  28 58 07.     (N)    095 37 32.     (W)     SCALED    
 AM0240* NAVD 88     -         6.77   (+/-2cm)      22.2    (feet)  VERTCON   
 AM0240  ___________________________________________________________________
 AM0240  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AM0240
 AM0240  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0240
 AM0240.The horizontal coordinates were scaled from a topographic map and have
 AM0240.an estimated accuracy of +/- 6 seconds.
 AM0240
 AM0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0240.The vertical order pertains to the NGVD 29 superseded value.
 AM0240
 AM0240.The geoid height was determined by GEOID03.
 AM0240
 AM0240;                    North         East    Units  Estimated Accuracy
 AM0240;SPC TXSC     - 4,130,560.      928,820.      MT  (+/- 180 meters Scaled)
 AM0240
 AM0240                          SUPERSEDED SURVEY CONTROL
 AM0240
 AM0240  NGVD 29 (??/??/92)    6.799  (m)           22.31   (f) ADJ UNCH    2 0
 AM0240
 AM0240.Superseded values are not recommended for survey control.
 AM0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0240.See file dsdata.txt to determine how the superseded data were derived.
 AM0240
 AM0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN441073(NAD 83)
 AM0240_MARKER: DB = BENCH MARK DISK
 AM0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0240_STAMPING: G 586 1941
 AM0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0240+STABILITY: SURFACE MOTION
 AM0240
 AM0240  HISTORY     - Date     Condition        Report By
 AM0240  HISTORY     - 1941     MONUMENTED       CGS
 AM0240  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0240
 AM0240                          STATION DESCRIPTION
 AM0240
 AM0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0240'0.3 MI E FROM SWEENY.
 AM0240'0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AM0240'SWEENY, THENCE 6.6 MILES SOUTHEAST ALONG A SHELL ROAD.  AT MACEDONIA
 AM0240'CHURCH, 68 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, IN
 AM0240'THE SOUTHWEST CORNER OF THE CHURCHYARD, 55 FEET NORTHEAST OF THE
 AM0240'JUNCTION OF A ROAD LEADING NORTHEAST, 36 FEET NORTHEAST OF THE
 AM0240'CENTERLINE OF THE ROAD, AT THE WEST EDGE OF SEVERAL PECAN TREES, 3
 AM0240'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 AM0240'STANDARD DISK, STAMPED G 586 1941 AND SET IN THE TOP OF A CONCRETE
 AM0240'POST PROJECTING 0.8 FOOT ABOVE GROUND.
 AM0240
 AM0240                          STATION RECOVERY (2003)
 AM0240
 AM0240'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0240'SIGNIFICANT ROAD AND DITCH GRADING MODIFICATIONS HAVE OCCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0298 ***********************************************************************
 AH0298  DESIGNATION -  G 587
 AH0298  PID         -  AH0298
 AH0298  STATE/COUNTY-  TX/SAN PATRICIO
 AH0298  USGS QUAD   -  TAFT (1975)
 AH0298
 AH0298                         *CURRENT SURVEY CONTROL
 AH0298  ___________________________________________________________________
 AH0298* NAD 83(1986)-  27 57 17.     (N)    097 25 26.     (W)     SCALED    
 AH0298* NAVD 88     -        16.50   (+/-2cm)      54.1    (feet)  VERTCON   
 AH0298  ___________________________________________________________________
 AH0298  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AH0298
 AH0298  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0298
 AH0298.The horizontal coordinates were scaled from a topographic map and have
 AH0298.an estimated accuracy of +/- 6 seconds.
 AH0298
 AH0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0298.The vertical order pertains to the NGVD 29 superseded value.
 AH0298
 AH0298.The geoid height was determined by GEOID03.
 AH0298
 AH0298;                    North         East    Units  Estimated Accuracy
 AH0298;SPC TX S     - 5,253,960.      405,900.      MT  (+/- 180 meters Scaled)
 AH0298
 AH0298                          SUPERSEDED SURVEY CONTROL
 AH0298
 AH0298  NGVD 29 (??/??/92)   16.678  (m)           54.72   (f) ADJ UNCH    2 0
 AH0298
 AH0298.Superseded values are not recommended for survey control.
 AH0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0298.See file dsdata.txt to determine how the superseded data were derived.
 AH0298
 AH0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR550931(NAD 83)
 AH0298_MARKER: DB = BENCH MARK DISK
 AH0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0298_STAMPING: G 587 1942
 AH0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0298+STABILITY: SURFACE MOTION
 AH0298
 AH0298  HISTORY     - Date     Condition        Report By
 AH0298  HISTORY     - 1942     MONUMENTED       CGS
 AH0298  HISTORY     - 1949     GOOD             NGS
 AH0298
 AH0298                          STATION DESCRIPTION
 AH0298
 AH0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0298'2.4 MI SW FROM TAFT.
 AH0298'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT TAFT-- PROCEED
 AH0298'2.4 MILES SOUTHWEST ALONG OILED TOWARDS ODEM TO THE SITE OF THE BENCH
 AH0298'MARK.  BENCH MARK IS ABOUT 1.3 MILES SOUTHWEST OF INTERSECTION OF
 AH0298'OILED ROAD LEADING SOUTHERLY, 55.0 FEET NORTH OF THE CENTER OF
 AH0298'INTERSECTION OF DIRT ROAD LEADING SOUTH WHERE POWER LINE CROSSES OILED
 AH0298'ROAD AND ABOUT 86.0 FEET EAST OF FRONT ENTRANCE TO HOUSE ON THE
 AH0298'NORTHEAST SIDE OF OILED ROAD.  IT IS 41.0 FEET NORTHWEST OF AND ABOUT
 AH0298'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF A
 AH0298'4X4-INCH WOODEN MARKER POST AND 2.4 FEET WEST OF POWER LINE POLE. THE
 AH0298'MONUMENT PROJECTS 0.6 FOOT.
 AH0298
 AH0298                          STATION RECOVERY (1949)
 AH0298
 AH0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0762 ***********************************************************************
 AH0762  DESIGNATION -  G 588 RESET 1963
 AH0762  PID         -  AH0762
 AH0762  STATE/COUNTY-  TX/SAN PATRICIO
 AH0762  USGS QUAD   -  ODEM (1975)
 AH0762
 AH0762                         *CURRENT SURVEY CONTROL
 AH0762  ___________________________________________________________________
 AH0762* NAD 83(1986)-  27 55 32.     (N)    097 32 32.     (W)     SCALED    
 AH0762* NAVD 88     -        16.91   (+/-2cm)      55.5    (feet)  VERTCON   
 AH0762  ___________________________________________________________________
 AH0762  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AH0762
 AH0762  VERT ORDER  -  THIRD (See Below)
 AH0762
 AH0762.The horizontal coordinates were scaled from a topographic map and have
 AH0762.an estimated accuracy of +/- 6 seconds.
 AH0762
 AH0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0762.The vertical order pertains to the NGVD 29 superseded value.
 AH0762
 AH0762.The geoid height was determined by GEOID03.
 AH0762
 AH0762;                    North         East    Units  Estimated Accuracy
 AH0762;SPC TX S     - 5,250,640.      394,280.      MT  (+/- 180 meters Scaled)
 AH0762
 AH0762                          SUPERSEDED SURVEY CONTROL
 AH0762
 AH0762  NGVD 29 (??/??/??)   17.07   (m)           56.0    (f) RESET       3  
 AH0762
 AH0762.Superseded values are not recommended for survey control.
 AH0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0762.See file dsdata.txt to determine how the superseded data were derived.
 AH0762
 AH0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR434898(NAD 83)
 AH0762_MARKER: DB = BENCH MARK DISK
 AH0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0762_STAMPING: G 588 RESET 1963
 AH0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0762+STABILITY: SURFACE MOTION
 AH0762
 AH0762  HISTORY     - Date     Condition        Report By
 AH0762  HISTORY     - 1963     MONUMENTED       LOCENG
 AH0762  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0762
 AH0762                          STATION DESCRIPTION
 AH0762
 AH0762'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 AH0762'8.2 MI SE FROM ODEM.
 AH0762'4.1 MILES SOUTHEAST OF ODEM, SAN PATRICIO COUNTY, BENCH MARK MAY BE
 AH0762'REACHED FROM THE SAN ANTONIO, UVALDE AND GULF RAILROAD STATION BY
 AH0762'GOING 2.7 MILES EAST ALONG FARM ROAD 631, THENCE 1.2 MILES SOUTH ALONG
 AH0762'A PAVED ROAD TO A RIGHT-ANGLE TURN TO THE EAST, THENCE 0.2 MILE WEST
 AH0762'ALONG THE NORTH EDGE OF A FIELD.  IT IS ABOUT 1 MILE NORTH OF THE OLD
 AH0762'RANCH HOUSE ON THE TURNER RANCH, AT THE NORTHWEST CORNER OF THE FIELD,
 AH0762'71 FEET SOUTH OF THE FENCE CORNER AND 1.0 FEET EAST OF A FENCE AT THE
 AH0762'EAST EDGE OF MESQUITE, AND SET IN THE TOP OF A CONCRETE POST
 AH0762'PROJECTING 0.3 FOOT ABOVE GROUND.
 AH0762
 AH0762                          STATION RECOVERY (1969)
 AH0762
 AH0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0070 ***********************************************************************
 AH0070  DESIGNATION -  G 589
 AH0070  PID         -  AH0070
 AH0070  STATE/COUNTY-  TX/NUECES
 AH0070  USGS QUAD   -  ANNAVILLE (1975)
 AH0070
 AH0070                         *CURRENT SURVEY CONTROL
 AH0070  ___________________________________________________________________
 AH0070* NAD 83(1986)-  27 47 06.     (N)    097 31 22.     (W)     SCALED    
 AH0070* NAVD 88     -        13.249  (meters)      43.47   (feet)  ADJUSTED  
 AH0070  ___________________________________________________________________
 AH0070  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH0070  DYNAMIC HT  -          13.228 (meters)      43.40  (feet)  COMP
 AH0070  MODELED GRAV-     979,123.6   (mgal)                       NAVD 88
 AH0070
 AH0070  VERT ORDER  -  FIRST     CLASS I
 AH0070
 AH0070.The horizontal coordinates were scaled from a topographic map and have
 AH0070.an estimated accuracy of +/- 6 seconds.
 AH0070
 AH0070.The orthometric height was determined by differential leveling
 AH0070.and adjusted by the National Geodetic Survey in June 1991..
 AH0070
 AH0070.The geoid height was determined by GEOID03.
 AH0070
 AH0070.The dynamic height is computed by dividing the NAVD 88
 AH0070.geopotential number by the normal gravity value computed on the
 AH0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0070.degrees latitude (g = 980.6199 gals.).
 AH0070
 AH0070.The modeled gravity was interpolated from observed gravity values.
 AH0070
 AH0070;                    North         East    Units  Estimated Accuracy
 AH0070;SPC TX S     - 5,235,070.      396,310.      MT  (+/- 180 meters Scaled)
 AH0070
 AH0070                          SUPERSEDED SURVEY CONTROL
 AH0070
 AH0070  NGVD 29 (??/??/92)   13.393  (m)           43.94   (f) ADJ UNCH    1 1
 AH0070
 AH0070.Superseded values are not recommended for survey control.
 AH0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0070.See file dsdata.txt to determine how the superseded data were derived.
 AH0070
 AH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR455742(NAD 83)
 AH0070_MARKER: DB = BENCH MARK DISK
 AH0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0070_SP_SET: CULVERT
 AH0070_STAMPING: G 589 1942
 AH0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0070
 AH0070  HISTORY     - Date     Condition        Report By
 AH0070  HISTORY     - 1942     MONUMENTED       CGS
 AH0070  HISTORY     - 1963     GOOD             NGS
 AH0070  HISTORY     - 1968     GOOD             USGS
 AH0070  HISTORY     - 1978     GOOD             NGS
 AH0070  HISTORY     - 20010728 GOOD             USPSQD
 AH0070
 AH0070                          STATION DESCRIPTION
 AH0070
 AH0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AH0070'0.8 MI E FROM CLARKWOOD.
 AH0070'0.8 MILE EAST ALONG THE SOUTHERN PACIFIC LINES FROM THE CITY WATER
 AH0070'TANK AT CLARKWOOD, NUECES COUNTY, 35 FEET EAST OF MILEPOST 154, 51
 AH0070'FEET NORTH OF THE CENTERLINE OF THE TRACK, 18 FEET EAST OF THE
 AH0070'CENTERLINE OF A SIDE ROAD LEADING NORTH, AT A QUADRUPLE CONCRETE BOX
 AH0070'CULVERT UNDER THE ROAD, IN THE TOP OF THE EAST HEADWALL, 8.6 FEET
 AH0070'NORTH OF THE SOUTH END, AND 1 FOOT LOWER THAN THE TRACK.
 AH0070
 AH0070                          STATION RECOVERY (1968)
 AH0070
 AH0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0070'0.8 MILE EAST ALONG THE TEXAS MEXICAN RAILWAY FROM THE CITY WATER
 AH0070'TANK IN CLARKWOOD, 35 FEET EAST OF MILEPOST 154, 51 FEET NORTH OF THE
 AH0070'CENTERLINE OF THE TRACK, 18 FEET EAST OF THE CENTERLINE OF A SIDE
 AH0070'ROAD LEADING NORTH, AT A QUADRUPLE CONCRETE BOX CULVERT UNDER THE
 AH0070'ROAD, IN THE TOP OF THE EAST HEADWALL, 8.6 FEET NORTH OF THE SOUTH
 AH0070'END, AND 1 FOOT LOWER THAN THE TRACK.
 AH0070
 AH0070                          STATION RECOVERY (1978)
 AH0070
 AH0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0070'RECOVERED IN GOOD CONDITION.
 AH0070
 AH0070                          STATION RECOVERY (2001)
 AH0070
 AH0070'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 AH0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1003 ***********************************************************************
 AH1003  DESIGNATION -  G 590
 AH1003  PID         -  AH1003
 AH1003  STATE/COUNTY-  TX/NUECES
 AH1003  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1003
 AH1003                         *CURRENT SURVEY CONTROL
 AH1003  ___________________________________________________________________
 AH1003* NAD 83(1986)-  27 42 46.     (N)    097 49 55.     (W)     SCALED    
 AH1003* NAVD 88     -        27.293  (meters)      89.54   (feet)  ADJUSTED  
 AH1003  ___________________________________________________________________
 AH1003  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH1003  DYNAMIC HT  -          27.251 (meters)      89.41  (feet)  COMP
 AH1003  MODELED GRAV-     979,106.3   (mgal)                       NAVD 88
 AH1003
 AH1003  VERT ORDER  -  SECOND    CLASS 0
 AH1003
 AH1003.The horizontal coordinates were scaled from a topographic map and have
 AH1003.an estimated accuracy of +/- 6 seconds.
 AH1003
 AH1003.The orthometric height was determined by differential leveling
 AH1003.and adjusted by the National Geodetic Survey in June 1991..
 AH1003
 AH1003.The geoid height was determined by GEOID03.
 AH1003
 AH1003.The dynamic height is computed by dividing the NAVD 88
 AH1003.geopotential number by the normal gravity value computed on the
 AH1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1003.degrees latitude (g = 980.6199 gals.).
 AH1003
 AH1003.The modeled gravity was interpolated from observed gravity values.
 AH1003
 AH1003;                    North         East    Units  Estimated Accuracy
 AH1003;SPC TX S     - 5,226,870.      365,880.      MT  (+/- 180 meters Scaled)
 AH1003
 AH1003                          SUPERSEDED SURVEY CONTROL
 AH1003
 AH1003  NGVD 29 (??/??/92)   27.395  (m)           89.88   (f) ADJ UNCH    2 0
 AH1003
 AH1003.Superseded values are not recommended for survey control.
 AH1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1003.See file dsdata.txt to determine how the superseded data were derived.
 AH1003
 AH1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR151659(NAD 83)
 AH1003_MARKER: DB = BENCH MARK DISK
 AH1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1003_STAMPING: G 590 1942
 AH1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1003+STABILITY: SURFACE MOTION
 AH1003
 AH1003  HISTORY     - Date     Condition        Report By
 AH1003  HISTORY     - 1942     MONUMENTED       CGS
 AH1003  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH1003
 AH1003                          STATION DESCRIPTION
 AH1003
 AH1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1003'6.0 MI S FROM BANQUETE.
 AH1003'TO REACH FROM THE MISSOURI PACIFIC (TEX.MEX.) RAILROAD STATION AT
 AH1003'BANQUETE-- PROCEED 6.0 MILES SOUTHERLY ALONG OILED ROAD TO THE SITE OF
 AH1003'THE BENCH MARK.  BENCH MARK IS ABOUT 400.0 FEET NORTHWEST OF AN OIL
 AH1003'DERRICK, 40.3 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AH1003'CENTERLINE OF THE ROAD AND 26.0 FEET SOUTH OF CENTERLINE OF DIRT ROAD
 AH1003'LEADING EASTERLY.  IT IS 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AH1003'POST AND 1.0 FOOT WEST OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 AH1003'NOTE-- BENCH MARK IS 6.0 MILES NORTHWEST OF DRISCOLL.
 AH1003
 AH1003                          STATION RECOVERY (1975)
 AH1003
 AH1003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH1003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0878 ***********************************************************************
 AN0878  DESIGNATION -  G 593
 AN0878  PID         -  AN0878
 AN0878  STATE/COUNTY-  TX/CALHOUN
 AN0878  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0878
 AN0878                         *CURRENT SURVEY CONTROL
 AN0878  ___________________________________________________________________
 AN0878* NAD 83(1986)-  28 33 33.     (N)    096 43 58.     (W)     SCALED    
 AN0878* NAVD 88     -         8.51   (+/-2cm)      27.9    (feet)  VERTCON   
 AN0878  ___________________________________________________________________
 AN0878  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN0878
 AN0878  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0878
 AN0878.The horizontal coordinates were scaled from a topographic map and have
 AN0878.an estimated accuracy of +/- 6 seconds.
 AN0878
 AN0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0878.The vertical order pertains to the NGVD 29 superseded value.
 AN0878
 AN0878.The geoid height was determined by GEOID03.
 AN0878
 AN0878;                    North         East    Units  Estimated Accuracy
 AN0878;SPC TXSC     - 4,082,590.      821,820.      MT  (+/- 180 meters Scaled)
 AN0878
 AN0878                          SUPERSEDED SURVEY CONTROL
 AN0878
 AN0878  NGVD 29 (??/??/92)    8.639  (m)           28.34   (f) ADJ UNCH    2 0
 AN0878
 AN0878.Superseded values are not recommended for survey control.
 AN0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0878.See file dsdata.txt to determine how the superseded data were derived.
 AN0878
 AN0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS217612(NAD 83)
 AN0878_MARKER: DB = BENCH MARK DISK
 AN0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0878_STAMPING: G 593 1942
 AN0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0878+STABILITY: SURFACE MOTION
 AN0878
 AN0878  HISTORY     - Date     Condition        Report By
 AN0878  HISTORY     - 1942     MONUMENTED       CGS
 AN0878  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0878
 AN0878                          STATION DESCRIPTION
 AN0878
 AN0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0878'4.1 MI NE FROM GREEN LAKE.
 AN0878'4.1 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0878'HIGHWAY 185 AT GREEN LAKE, CALHOUN COUNTY, 0.1 MILE NORTHEAST OF A
 AN0878'PRIVATE-ROAD INTERSECTION, 58 FEET NORTHWEST OF THE CENTERLINE OF THE
 AN0878'HIGHWAY, 9 FEET SOUTHWEST OF A POWERLINE POLE, 3 FEET NORTHEAST OF A
 AN0878'WHITE WOODEN WITNESS POST, 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 AN0878'AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 593
 AN0878'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 AN0878'ABOVE GROUND.
 AN0878
 AN0878                          STATION RECOVERY (1998)
 AN0878
 AN0878'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0397 ***********************************************************************
 AN0397  DESIGNATION -  G 594
 AN0397  PID         -  AN0397
 AN0397  STATE/COUNTY-  TX/REFUGIO
 AN0397  USGS QUAD   -  TIVOLI SE (1952)
 AN0397
 AN0397                         *CURRENT SURVEY CONTROL
 AN0397  ___________________________________________________________________
 AN0397* NAD 83(1986)-  28 22 21.     (N)    096 50 15.     (W)     SCALED    
 AN0397* NAVD 88     -         6.33   (+/-2cm)      20.8    (feet)  VERTCON   
 AN0397  ___________________________________________________________________
 AN0397  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AN0397
 AN0397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0397
 AN0397.The horizontal coordinates were scaled from a topographic map and have
 AN0397.an estimated accuracy of +/- 6 seconds.
 AN0397
 AN0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0397.The vertical order pertains to the NGVD 29 superseded value.
 AN0397
 AN0397.The geoid height was determined by GEOID03.
 AN0397
 AN0397;                    North         East    Units  Estimated Accuracy
 AN0397;SPC TXSC     - 4,061,720.      811,960.      MT  (+/- 180 meters Scaled)
 AN0397
 AN0397                          SUPERSEDED SURVEY CONTROL
 AN0397
 AN0397  NGVD 29 (??/??/92)    6.450  (m)           21.16   (f) ADJ UNCH    2 0
 AN0397
 AN0397.Superseded values are not recommended for survey control.
 AN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0397.See file dsdata.txt to determine how the superseded data were derived.
 AN0397
 AN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS119403(NAD 83)
 AN0397_MARKER: DB = BENCH MARK DISK
 AN0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0397_STAMPING: G 594 1942
 AN0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0397+STABILITY: SURFACE MOTION
 AN0397
 AN0397  HISTORY     - Date     Condition        Report By
 AN0397  HISTORY     - 1942     MONUMENTED       CGS
 AN0397  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN0397
 AN0397                          STATION DESCRIPTION
 AN0397
 AN0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0397'1.1 MI SSE FROM AUSTWELL.
 AN0397'1.1 MILES SOUTH-SOUTHEAST ALONG A SHELL ROAD FROM THE CITY WATER TOWER
 AN0397'AT AUSTWELL, REFUGIO COUNTY, 300 FEET NORTHEAST OF A FARM HOUSE, AT
 AN0397'THE INTERSECTION OF A PRIVATE ROAD, 36 FEET SOUTHWEST OF THE
 AN0397'CENTERLINE OF THE SHELL ROAD, 36 FEET SOUTHEAST OF THE CENTERLINE OF
 AN0397'THE FARM ROAD, 28 FEET NORTHWEST OF A POWERLINE POLE, 3 FEET SOUTH OF
 AN0397'A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 AN0397'DISK, STAMPED G 594 1942 AND SET IN THE TOP OF A CONCRETE POST
 AN0397'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN0397
 AN0397                          STATION RECOVERY (1999)
 AN0397
 AN0397'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0358 ***********************************************************************
 AN0358  DESIGNATION -  G 595
 AN0358  PID         -  AN0358
 AN0358  STATE/COUNTY-  TX/REFUGIO
 AN0358  USGS QUAD   -  TIVOLI (1973)
 AN0358
 AN0358                         *CURRENT SURVEY CONTROL
 AN0358  ___________________________________________________________________
 AN0358* NAD 83(1986)-  28 22 36.     (N)    096 54 52.     (W)     SCALED    
 AN0358* NAVD 88     -         7.90   (+/-2cm)      25.9    (feet)  VERTCON   
 AN0358  ___________________________________________________________________
 AN0358  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN0358
 AN0358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0358
 AN0358.The horizontal coordinates were scaled from a topographic map and have
 AN0358.an estimated accuracy of +/- 6 seconds.
 AN0358
 AN0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0358.The vertical order pertains to the NGVD 29 superseded value.
 AN0358
 AN0358.The geoid height was determined by GEOID03.
 AN0358
 AN0358;                    North         East    Units  Estimated Accuracy
 AN0358;SPC TXSC     - 4,062,040.      804,410.      MT  (+/- 180 meters Scaled)
 AN0358
 AN0358                          SUPERSEDED SURVEY CONTROL
 AN0358
 AN0358  NGVD 29 (??/??/92)    8.022  (m)           26.32   (f) ADJ UNCH    2 0
 AN0358
 AN0358.Superseded values are not recommended for survey control.
 AN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0358.See file dsdata.txt to determine how the superseded data were derived.
 AN0358
 AN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS043406(NAD 83)
 AN0358_MARKER: DB = BENCH MARK DISK
 AN0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0358_SP_SET: BRIDGE
 AN0358_STAMPING: G 595 1942
 AN0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0358
 AN0358  HISTORY     - Date     Condition        Report By
 AN0358  HISTORY     - 1942     MONUMENTED       CGS
 AN0358  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0358  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN0358  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0358
 AN0358                          STATION DESCRIPTION
 AN0358
 AN0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0358'5.7 MI S FROM TIVOLI.
 AN0358'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 35 AND 113 AT
 AN0358'TIVOLI-- PROCEED SOUTH 5.7 MILES ON STATE HIGHWAY NO. 35 TO A CONCRETE
 AN0358'BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AN0358'TOP OF THE NORTH END OF THE EAST CURB OF THE CONCRETE BRIDGE. IT IS
 AN0358'14.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AN0358'HIGHWAY, 0.3 FOOT NORTH OF THE NORTH END OF THE GUARD RAIL.
 AN0358
 AN0358                          STATION RECOVERY (1990)
 AN0358
 AN0358'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0358'MARK NOT FOUND.
 AN0358
 AN0358                          STATION RECOVERY (1994)
 AN0358
 AN0358'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0358'MARK NOT FOUND.
 AN0358
 AN0358                          STATION RECOVERY (1999)
 AN0358
 AN0358'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0359 ***********************************************************************
 AN0359  DESIGNATION -  G 595 RESET 1953
 AN0359  PID         -  AN0359
 AN0359  STATE/COUNTY-  TX/REFUGIO
 AN0359  USGS QUAD   -  TIVOLI (1973)
 AN0359
 AN0359                         *CURRENT SURVEY CONTROL
 AN0359  ___________________________________________________________________
 AN0359* NAD 83(1986)-  28 22 36.     (N)    096 54 52.     (W)     SCALED    
 AN0359* NAVD 88     -         7.82   (+/-2cm)      25.7    (feet)  VERTCON   
 AN0359  ___________________________________________________________________
 AN0359  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN0359
 AN0359  VERT ORDER  -  THIRD (See Below)
 AN0359
 AN0359.The horizontal coordinates were scaled from a topographic map and have
 AN0359.an estimated accuracy of +/- 6 seconds.
 AN0359
 AN0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0359.The vertical order pertains to the NGVD 29 superseded value.
 AN0359
 AN0359.The geoid height was determined by GEOID03.
 AN0359
 AN0359;                    North         East    Units  Estimated Accuracy
 AN0359;SPC TXSC     - 4,062,040.      804,410.      MT  (+/- 180 meters Scaled)
 AN0359
 AN0359                          SUPERSEDED SURVEY CONTROL
 AN0359
 AN0359  NGVD 29 (??/??/??)    7.94   (m)           26.0    (f) RESET       3  
 AN0359
 AN0359.Superseded values are not recommended for survey control.
 AN0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0359.See file dsdata.txt to determine how the superseded data were derived.
 AN0359
 AN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS043406(NAD 83)
 AN0359_MARKER: DD = SURVEY DISK
 AN0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0359_SP_SET: BRIDGE
 AN0359_STAMPING: G 595 RESET 1953
 AN0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0359
 AN0359  HISTORY     - Date     Condition        Report By
 AN0359  HISTORY     - 1953     MONUMENTED       TXHD
 AN0359  HISTORY     - 1987     GOOD             USPSQD
 AN0359  HISTORY     - 1988     GOOD             USPSQD
 AN0359  HISTORY     - 1990     GOOD             USPSQD
 AN0359  HISTORY     - 19940716 GOOD             USPSQD
 AN0359  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0359
 AN0359                          STATION DESCRIPTION
 AN0359
 AN0359'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN0359'5.7 MI S FROM TIVOLI.
 AN0359'5.7 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0359'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, AT A CONCRETE BRIDGE, IN THE
 AN0359'TOP OF THE EAST CURB, 9.8 FEET SOUTH OF THE NORTH END, 20.5 FEET EAST
 AN0359'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 AN0359'A STANDARD DISK, STAMPED G 595 RESET 1953.
 AN0359
 AN0359                          STATION RECOVERY (1987)
 AN0359
 AN0359'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0359'RECOVERED IN GOOD CONDITION.
 AN0359
 AN0359                          STATION RECOVERY (1988)
 AN0359
 AN0359'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN0359'RECOVERED IN GOOD CONDITION.
 AN0359
 AN0359                          STATION RECOVERY (1990)
 AN0359
 AN0359'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0359'RECOVERED IN GOOD CONDITION.
 AN0359
 AN0359                          STATION RECOVERY (1994)
 AN0359
 AN0359'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN0359'RECOVERED IN GOOD CONDITION.
 AN0359
 AN0359                          STATION RECOVERY (1999)
 AN0359
 AN0359'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0151 ***********************************************************************
 AN0151  DESIGNATION -  G 596 RESET 1967
 AN0151  PID         -  AN0151
 AN0151  STATE/COUNTY-  TX/JACKSON
 AN0151  USGS QUAD   -  OLIVIA (1995)
 AN0151
 AN0151                         *CURRENT SURVEY CONTROL
 AN0151  ___________________________________________________________________
 AN0151* NAD 83(1986)-  28 44 10.     (N)    096 22 51.     (W)     SCALED    
 AN0151* NAVD 88     -         5.10   (+/-2cm)      16.7    (feet)  VERTCON   
 AN0151  ___________________________________________________________________
 AN0151  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0151
 AN0151  VERT ORDER  -  THIRD (See Below)
 AN0151
 AN0151.The horizontal coordinates were scaled from a topographic map and have
 AN0151.an estimated accuracy of +/- 6 seconds.
 AN0151
 AN0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0151.The vertical order pertains to the NGVD 29 superseded value.
 AN0151
 AN0151.The geoid height was determined by GEOID03.
 AN0151
 AN0151;                    North         East    Units  Estimated Accuracy
 AN0151;SPC TXSC     - 4,102,920.      855,810.      MT  (+/- 180 meters Scaled)
 AN0151
 AN0151                          SUPERSEDED SURVEY CONTROL
 AN0151
 AN0151  NGVD 29 (??/??/??)    5.18   (m)           17.0    (f) RESET       3  
 AN0151
 AN0151.Superseded values are not recommended for survey control.
 AN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0151.See file dsdata.txt to determine how the superseded data were derived.
 AN0151
 AN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS558815(NAD 83)
 AN0151_MARKER: DB = BENCH MARK DISK
 AN0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0151_SP_SET: CULVERT
 AN0151_STAMPING: G 596 RESET 1967
 AN0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0151
 AN0151  HISTORY     - Date     Condition        Report By
 AN0151  HISTORY     - 1967     MONUMENTED       TXHD
 AN0151  HISTORY     - 1968     GOOD             TXHD
 AN0151
 AN0151                          STATION DESCRIPTION
 AN0151
 AN0151'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 AN0151'11.1 MI W FROM PALACIOS.
 AN0151'ABOUT 11.1 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW
 AN0151'ORLEANS RAILROAD AT PALACIOS, 1.5 MILES WEST OF THE JUNCTION OF FM
 AN0151'HIGHWAY NO. 1862, 33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 AN0151'LOCATED IN THE CONCRETE HEADWALL OF A 4 X 2 FT. BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0094 ***********************************************************************
 AN0094  DESIGNATION -  G 597
 AN0094  PID         -  AN0094
 AN0094  STATE/COUNTY-  TX/CALHOUN
 AN0094  USGS QUAD   -  OLIVIA (1995)
 AN0094
 AN0094                         *CURRENT SURVEY CONTROL
 AN0094  ___________________________________________________________________
 AN0094* NAD 83(1986)-  28 41 49.     (N)    096 27 07.     (W)     SCALED    
 AN0094* NAVD 88     -         5.06   (+/-2cm)      16.6    (feet)  VERTCON   
 AN0094  ___________________________________________________________________
 AN0094  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0094
 AN0094  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0094
 AN0094.The horizontal coordinates were scaled from a topographic map and have
 AN0094.an estimated accuracy of +/- 6 seconds.
 AN0094
 AN0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0094.The vertical order pertains to the NGVD 29 superseded value.
 AN0094
 AN0094.The geoid height was determined by GEOID03.
 AN0094
 AN0094;                    North         East    Units  Estimated Accuracy
 AN0094;SPC TXSC     - 4,098,430.      848,960.      MT  (+/- 180 meters Scaled)
 AN0094
 AN0094                          SUPERSEDED SURVEY CONTROL
 AN0094
 AN0094  NGVD 29 (??/??/92)    5.157  (m)           16.92   (f) ADJ UNCH    2 0
 AN0094
 AN0094.Superseded values are not recommended for survey control.
 AN0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0094.See file dsdata.txt to determine how the superseded data were derived.
 AN0094
 AN0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS489770(NAD 83)
 AN0094_MARKER: DB = BENCH MARK DISK
 AN0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0094_STAMPING: G 597 1942
 AN0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0094+STABILITY: SURFACE MOTION
 AN0094
 AN0094  HISTORY     - Date     Condition        Report By
 AN0094  HISTORY     - 1942     MONUMENTED       CGS
 AN0094
 AN0094                          STATION DESCRIPTION
 AN0094
 AN0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0094'1.8 MI S FROM LA WARD.
 AN0094'IN CALHOUN COUNTY, 1.8 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE
 AN0094'JUNCTION OF STATE HIGHWAY 35 ABOUT 8.3 MILES SOUTH OF LA WARD, JACKSON
 AN0094'COUNTY, 0.5 MILE SOUTH OF THE JACKSON-CALHOUN COUNTY LINE, 45 FEET
 AN0094'WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF A WHITE WOODEN
 AN0094'WITNESS POST, 1 FOOT WEST OF A FENCE, AND LEVEL WITH THE HIGHWAY. A
 AN0094'STANDARD DISK, STAMPED G 597 1942 AND SET IN THE TOP OF A CONCRETE
 AN0094'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0150 ***********************************************************************
 AJ0150  DESIGNATION -  G 598
 AJ0150  PID         -  AJ0150
 AJ0150  STATE/COUNTY-  TX/JIM WELLS
 AJ0150  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0150
 AJ0150                         *CURRENT SURVEY CONTROL
 AJ0150  ___________________________________________________________________
 AJ0150* NAD 83(1986)-  27 37 49.     (N)    098 07 29.     (W)     SCALED    
 AJ0150* NAVD 88     -        64.121  (meters)     210.37   (feet)  ADJUSTED  
 AJ0150  ___________________________________________________________________
 AJ0150  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AJ0150  DYNAMIC HT  -          64.021 (meters)     210.04  (feet)  COMP
 AJ0150  MODELED GRAV-     979,088.8   (mgal)                       NAVD 88
 AJ0150
 AJ0150  VERT ORDER  -  SECOND    CLASS 0
 AJ0150
 AJ0150.The horizontal coordinates were scaled from a topographic map and have
 AJ0150.an estimated accuracy of +/- 6 seconds.
 AJ0150
 AJ0150.The orthometric height was determined by differential leveling
 AJ0150.and adjusted by the National Geodetic Survey in June 1991..
 AJ0150
 AJ0150.The geoid height was determined by GEOID03.
 AJ0150
 AJ0150.The dynamic height is computed by dividing the NAVD 88
 AJ0150.geopotential number by the normal gravity value computed on the
 AJ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0150.degrees latitude (g = 980.6199 gals.).
 AJ0150
 AJ0150.The modeled gravity was interpolated from observed gravity values.
 AJ0150
 AJ0150;                    North         East    Units  Estimated Accuracy
 AJ0150;SPC TX S     - 5,217,610.      337,040.      MT  (+/- 180 meters Scaled)
 AJ0150
 AJ0150                          SUPERSEDED SURVEY CONTROL
 AJ0150
 AJ0150  NGVD 29 (??/??/92)   64.22   (m)          210.7    (f) COMPUTED    2 0
 AJ0150
 AJ0150.Superseded values are not recommended for survey control.
 AJ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0150.See file dsdata.txt to determine how the superseded data were derived.
 AJ0150
 AJ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR863565(NAD 83)
 AJ0150_MARKER: DB = BENCH MARK DISK
 AJ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0150_STAMPING: G 598 1942
 AJ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0150+STABILITY: SURFACE MOTION
 AJ0150
 AJ0150  HISTORY     - Date     Condition        Report By
 AJ0150  HISTORY     - 1942     MONUMENTED       CGS
 AJ0150
 AJ0150                          STATION DESCRIPTION
 AJ0150
 AJ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0150'10.6 MI SW FROM ALICE.
 AJ0150'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0150'7.9 MILES SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0150'INTERSECTION OF DIRT ROAD LEADING WESTERLY THENCE, GO 2.7 MILES
 AJ0150'WESTERLY ALONG THE DIRT ROAD TO THE SITE OF THE BENCH MARK, BENCH MARK
 AJ0150'IS ABOUT 210.0 FEET WEST OF THE INTERSECTION OF ROAD LEADING TO OIL
 AJ0150'WELLS, 24.0 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 3.0 FEET WEST
 AJ0150'OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0188 ***********************************************************************
 AJ0188  DESIGNATION -  G 599
 AJ0188  PID         -  AJ0188
 AJ0188  STATE/COUNTY-  TX/DUVAL
 AJ0188  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0188
 AJ0188                         *CURRENT SURVEY CONTROL
 AJ0188  ___________________________________________________________________
 AJ0188* NAD 83(1986)-  27 41 50.     (N)    098 15 21.     (W)     SCALED    
 AJ0188* NAVD 88     -        94.985  (meters)     311.63   (feet)  ADJUSTED  
 AJ0188  ___________________________________________________________________
 AJ0188  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AJ0188  DYNAMIC HT  -          94.837 (meters)     311.14  (feet)  COMP
 AJ0188  MODELED GRAV-     979,088.9   (mgal)                       NAVD 88
 AJ0188
 AJ0188  VERT ORDER  -  SECOND    CLASS 0
 AJ0188
 AJ0188.The horizontal coordinates were scaled from a topographic map and have
 AJ0188.an estimated accuracy of +/- 6 seconds.
 AJ0188
 AJ0188.The orthometric height was determined by differential leveling
 AJ0188.and adjusted by the National Geodetic Survey in June 1991..
 AJ0188
 AJ0188.The geoid height was determined by GEOID03.
 AJ0188
 AJ0188.The dynamic height is computed by dividing the NAVD 88
 AJ0188.geopotential number by the normal gravity value computed on the
 AJ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0188.degrees latitude (g = 980.6199 gals.).
 AJ0188
 AJ0188.The modeled gravity was interpolated from observed gravity values.
 AJ0188
 AJ0188;                    North         East    Units  Estimated Accuracy
 AJ0188;SPC TX S     - 5,225,000.      324,080.      MT  (+/- 180 meters Scaled)
 AJ0188
 AJ0188                          SUPERSEDED SURVEY CONTROL
 AJ0188
 AJ0188  NGVD 29 (??/??/92)   95.06   (m)          311.9    (f) COMPUTED    2 0
 AJ0188
 AJ0188.Superseded values are not recommended for survey control.
 AJ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0188.See file dsdata.txt to determine how the superseded data were derived.
 AJ0188
 AJ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR733638(NAD 83)
 AJ0188_MARKER: DB = BENCH MARK DISK
 AJ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0188_STAMPING: G 599 1942
 AJ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0188+STABILITY: SURFACE MOTION
 AJ0188
 AJ0188  HISTORY     - Date     Condition        Report By
 AJ0188  HISTORY     - 1942     MONUMENTED       CGS
 AJ0188
 AJ0188                          STATION DESCRIPTION
 AJ0188
 AJ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0188'5.2 MI S FROM SAN DIEGO.
 AJ0188'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0188'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF DIRT ROAD
 AJ0188'LEADING SOUTH.  THENCE, GO 3.7 MILES SOUTHERLY ALONG DIRT ROAD TO THE
 AJ0188'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF
 AJ0188'INTERSECTION OF ROAD LEADING TOWARDS PALITO BLANCO, 28.0 FEET WEST OF
 AJ0188'THE CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AJ0188'POST AND 2.0 FEET WEST OF FENCE.  THE MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0696 ***********************************************************************
 CA0696  DESIGNATION -  G 6
 CA0696  PID         -  CA0696
 CA0696  STATE/COUNTY-  TX/COLEMAN
 CA0696  USGS QUAD   -  TALPA (1987)
 CA0696
 CA0696                         *CURRENT SURVEY CONTROL
 CA0696  ___________________________________________________________________
 CA0696* NAD 83(1986)-  31 46 22.     (N)    099 40 36.     (W)     SCALED    
 CA0696* NAVD 88     -       599.992  (meters)    1968.47   (feet)  ADJUSTED  
 CA0696  ___________________________________________________________________
 CA0696  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CA0696  DYNAMIC HT  -         599.187 (meters)    1965.83  (feet)  COMP
 CA0696  MODELED GRAV-     979,279.2   (mgal)                       NAVD 88
 CA0696
 CA0696  VERT ORDER  -  SECOND    CLASS 0
 CA0696
 CA0696.The horizontal coordinates were scaled from a topographic map and have
 CA0696.an estimated accuracy of +/- 6 seconds.
 CA0696
 CA0696.The orthometric height was determined by differential leveling
 CA0696.and adjusted by the National Geodetic Survey in June 1991..
 CA0696
 CA0696.The geoid height was determined by GEOID03.
 CA0696
 CA0696.The dynamic height is computed by dividing the NAVD 88
 CA0696.geopotential number by the normal gravity value computed on the
 CA0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0696.degrees latitude (g = 980.6199 gals.).
 CA0696
 CA0696.The modeled gravity was interpolated from observed gravity values.
 CA0696
 CA0696;                    North         East    Units  Estimated Accuracy
 CA0696;SPC TX C     - 3,233,670.      762,200.      MT  (+/- 180 meters Scaled)
 CA0696
 CA0696                          SUPERSEDED SURVEY CONTROL
 CA0696
 CA0696  NGVD 29 (??/??/92)  599.857  (m)         1968.03   (f) ADJ UNCH    2 0
 CA0696
 CA0696.Superseded values are not recommended for survey control.
 CA0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0696.See file dsdata.txt to determine how the superseded data were derived.
 CA0696
 CA0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA359154(NAD 83)
 CA0696_MARKER: DD = SURVEY DISK
 CA0696_SETTING: 66 = SET IN ROCK OUTCROP
 CA0696_SP_SET: SANDSTONE OUTCROP
 CA0696_STAMPING: 1967.946 G 6 1923
 CA0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0696+STABILITY: POSITION/ELEVATION WELL
 CA0696
 CA0696  HISTORY     - Date     Condition        Report By
 CA0696  HISTORY     - 1923     MONUMENTED       USGS
 CA0696  HISTORY     - 1940     GOOD             NGS
 CA0696
 CA0696                          STATION DESCRIPTION
 CA0696
 CA0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0696'2.0 MI E FROM TALPA.
 CA0696'2.0 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0696'STATION AT TALPA, COLEMAN COUNTY, ABOUT 700 FEET WEST OF MILEPOST 19,
 CA0696'50 FEET NORTHWEST OF THE EAST END OF A CUT, 55 FEET SOUTH OF THE
 CA0696'CENTERLINE OF U. S. HIGHWAY 67, 40 FEET NORTH OF THE CENTERLINE OF THE
 CA0696'TRACK, 10 FEET SOUTH OF A FENCE, AND IN THE TOP OF A SANDSTONE
 CA0696'OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED G 6
 CA0696'1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0388 ***********************************************************************
 AE0388  DESIGNATION -  G 60
 AE0388  PID         -  AE0388
 AE0388  STATE/COUNTY-  TX/HIDALGO
 AE0388  USGS QUAD   -  LA JOYA (1982)
 AE0388
 AE0388                         *CURRENT SURVEY CONTROL
 AE0388  ___________________________________________________________________
 AE0388* NAD 83(1986)-  26 13 33.     (N)    098 25 22.     (W)     SCALED    
 AE0388* NAVD 88     -        37.401  (meters)     122.71   (feet)  POSTED    
 AE0388  ___________________________________________________________________
 AE0388  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE0388  DYNAMIC HT  -          37.340 (meters)     122.51  (feet)  COMP
 AE0388  MODELED GRAV-     978,991.0   (mgal)                       NAVD 88
 AE0388
 AE0388  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AE0388
 AE0388.The horizontal coordinates were scaled from a topographic map and have
 AE0388.an estimated accuracy of +/- 6 seconds.
 AE0388
 AE0388.The orthometric height was determined by differential leveling
 AE0388.and adjusted by the National Geodetic Survey in 1992..
 AE0388.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AE0388.rate of 4.1 thru 8.0 mm/km.
 AE0388
 AE0388.The geoid height was determined by GEOID03.
 AE0388
 AE0388.The dynamic height is computed by dividing the NAVD 88
 AE0388.geopotential number by the normal gravity value computed on the
 AE0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0388.degrees latitude (g = 980.6199 gals.).
 AE0388
 AE0388.The modeled gravity was interpolated from observed gravity values.
 AE0388
 AE0388;                    North         East    Units  Estimated Accuracy
 AE0388;SPC TX S     - 5,061,960.      307,720.      MT  (+/- 180 meters Scaled)
 AE0388
 AE0388                          SUPERSEDED SURVEY CONTROL
 AE0388
 AE0388  NGVD 29 (??/??/92)   37.504  (m)          123.04   (f) ADJ UNCH    1 2
 AE0388
 AE0388.Superseded values are not recommended for survey control.
 AE0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0388.See file dsdata.txt to determine how the superseded data were derived.
 AE0388
 AE0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ576008(NAD 83)
 AE0388_MARKER: P = PIPE CAP
 AE0388_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE0388_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AE0388_STAMPING: 123.071 1913
 AE0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0388
 AE0388  HISTORY     - Date     Condition        Report By
 AE0388  HISTORY     - 1913     MONUMENTED       CGS
 AE0388  HISTORY     - 1943     GOOD             NGS
 AE0388  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0388  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0388
 AE0388                          STATION DESCRIPTION
 AE0388
 AE0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AE0388'1.5 MI E FROM PENITAS.
 AE0388'BENCH MARK IS ABOUT 1.5 MILES EASTERLY ALONG THE MISSOURI PACIFIC
 AE0388'RAILROAD FROM THE STATION AT PENITAS, AT A PRIVATE GRADE CROSSING, AND
 AE0388'ACROSDS THE TRACKS FROM MILE POLE NO. A-46.  IT IS 48.0 FEET SOUTH OF
 AE0388'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE TRACKS, 27.0
 AE0388'FEET NORTH OF THE CENTERLINE OF PRIVATE ROAD.  IT IS 4.0 FEET SOUTH OF
 AE0388'A 4X4 INCH WOODEN MARKER POST.  A USGS BRASS CAP RIVETED ON THE TOP OF
 AE0388'A 31/2 INCH IRON PIPE.
 AE0388
 AE0388                          STATION RECOVERY (1962)
 AE0388
 AE0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0388'MARK NOT FOUND.
 AE0388
 AE0388                          STATION RECOVERY (1992)
 AE0388
 AE0388'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0335 ***********************************************************************
 AJ0335  DESIGNATION -  G 600
 AJ0335  PID         -  AJ0335
 AJ0335  STATE/COUNTY-  TX/DUVAL
 AJ0335  USGS QUAD   -  CONCEPCION (1968)
 AJ0335
 AJ0335                         *CURRENT SURVEY CONTROL
 AJ0335  ___________________________________________________________________
 AJ0335* NAD 83(1986)-  27 27 18.     (N)    098 15 53.     (W)     SCALED    
 AJ0335* NAVD 88     -        71.138  (meters)     233.39   (feet)  ADJUSTED  
 AJ0335  ___________________________________________________________________
 AJ0335  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AJ0335  DYNAMIC HT  -          71.026 (meters)     233.02  (feet)  COMP
 AJ0335  MODELED GRAV-     979,075.4   (mgal)                       NAVD 88
 AJ0335
 AJ0335  VERT ORDER  -  SECOND    CLASS 0
 AJ0335
 AJ0335.The horizontal coordinates were scaled from a topographic map and have
 AJ0335.an estimated accuracy of +/- 6 seconds.
 AJ0335
 AJ0335.The orthometric height was determined by differential leveling
 AJ0335.and adjusted by the National Geodetic Survey in June 1991..
 AJ0335
 AJ0335.The geoid height was determined by GEOID03.
 AJ0335
 AJ0335.The dynamic height is computed by dividing the NAVD 88
 AJ0335.geopotential number by the normal gravity value computed on the
 AJ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0335.degrees latitude (g = 980.6199 gals.).
 AJ0335
 AJ0335.The modeled gravity was interpolated from observed gravity values.
 AJ0335
 AJ0335;                    North         East    Units  Estimated Accuracy
 AJ0335;SPC TX S     - 5,198,160.      323,260.      MT  (+/- 180 meters Scaled)
 AJ0335
 AJ0335                          SUPERSEDED SURVEY CONTROL
 AJ0335
 AJ0335  NGVD 29 (??/??/92)   71.229  (m)          233.69   (f) ADJ UNCH    2 0
 AJ0335
 AJ0335.Superseded values are not recommended for survey control.
 AJ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0335.See file dsdata.txt to determine how the superseded data were derived.
 AJ0335
 AJ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR726370(NAD 83)
 AJ0335_MARKER: DB = BENCH MARK DISK
 AJ0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0335_STAMPING: G 600 1942
 AJ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0335+STABILITY: SURFACE MOTION
 AJ0335
 AJ0335  HISTORY     - Date     Condition        Report By
 AJ0335  HISTORY     - 1942     MONUMENTED       CGS
 AJ0335  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0335
 AJ0335                          STATION DESCRIPTION
 AJ0335
 AJ0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0335'25.1 MI S FROM SAN DIEGO.
 AJ0335'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0335'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO THE INTERSECTION OF DIRT ROAD
 AJ0335'LEADING SOUTH.  THENCE, GO 23.6 MILES SOUTHERLY ALONG THE DIRT ROAD TO
 AJ0335'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE NORTH OF
 AJ0335'STORE AT LA GARCIA, 24.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 3.0
 AJ0335'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT WEST OF A
 AJ0335'FENCE.  THE MONUMENT PROJECTS 0.3 FOOT.
 AJ0335
 AJ0335                          STATION RECOVERY (1968)
 AJ0335
 AJ0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0001 ***********************************************************************
 AN0001  DESIGNATION -  G 601
 AN0001  PID         -  AN0001
 AN0001  STATE/COUNTY-  TX/JACKSON
 AN0001  USGS QUAD   -  LA WARD (1995)
 AN0001
 AN0001                         *CURRENT SURVEY CONTROL
 AN0001  ___________________________________________________________________
 AN0001* NAD 83(1986)-  28 50 37.     (N)    096 29 15.     (W)     SCALED    
 AN0001* NAVD 88     -        11.89   (+/-2cm)      39.0    (feet)  VERTCON   
 AN0001  ___________________________________________________________________
 AN0001  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AN0001
 AN0001  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0001
 AN0001.The horizontal coordinates were scaled from a topographic map and have
 AN0001.an estimated accuracy of +/- 6 seconds.
 AN0001
 AN0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0001.The vertical order pertains to the NGVD 29 superseded value.
 AN0001
 AN0001.The geoid height was determined by GEOID03.
 AN0001
 AN0001;                    North         East    Units  Estimated Accuracy
 AN0001;SPC TXSC     - 4,114,600.      845,140.      MT  (+/- 180 meters Scaled)
 AN0001
 AN0001                          SUPERSEDED SURVEY CONTROL
 AN0001
 AN0001  NGVD 29 (??/??/92)   11.964  (m)           39.25   (f) ADJ UNCH    1 1
 AN0001
 AN0001.Superseded values are not recommended for survey control.
 AN0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0001.See file dsdata.txt to determine how the superseded data were derived.
 AN0001
 AN0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS451932(NAD 83)
 AN0001_MARKER: DB = BENCH MARK DISK
 AN0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0001_STAMPING: G 601 1942
 AN0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0001+STABILITY: SURFACE MOTION
 AN0001
 AN0001  HISTORY     - Date     Condition        Report By
 AN0001  HISTORY     - 1942     MONUMENTED       CGS
 AN0001  HISTORY     - 1972     GOOD             NGS
 AN0001  HISTORY     - 1978     GOOD             NGS
 AN0001  HISTORY     - 1991     GOOD             USPSQD
 AN0001
 AN0001                          STATION DESCRIPTION
 AN0001
 AN0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0001'1.45 MI W FROM LA WARD.
 AN0001'ABOUT 1.45 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0001'CROSSING OF STATE HIGHWAY 172 AT LA WARD, 0.25 MILE WEST OF A RAILROAD
 AN0001'TRESTLE, 0.3 MILE EAST OF MILEPOST 248, 40 1/2 FEET NORTH OF THE NORTH
 AN0001'RAIL OF THE MAIN TRACK, 31 FEET SOUTH OF THE CENTER LINE OF
 AN0001'FARM-TO-MARKET ROAD 616, 9 FEET EAST OF A TELEPHONE POLE, 1.3 FEET
 AN0001'WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 AN0001'TRACKS, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 AN0001
 AN0001                          STATION RECOVERY (1978)
 AN0001
 AN0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0001'RECOVERED IN GOOD CONDITION.
 AN0001
 AN0001                          STATION RECOVERY (1991)
 AN0001
 AN0001'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1280 ***********************************************************************
 AN1280  DESIGNATION -  G 602
 AN1280  PID         -  AN1280
 AN1280  STATE/COUNTY-  TX/REFUGIO
 AN1280  USGS QUAD   -  QUINTANA (1979)
 AN1280
 AN1280                         *CURRENT SURVEY CONTROL
 AN1280  ___________________________________________________________________
 AN1280* NAD 83(1986)-  28 17 36.     (N)    097 11 05.     (W)     SCALED    
 AN1280* NAVD 88     -        13.09   (+/-2cm)      42.9    (feet)  VERTCON   
 AN1280  ___________________________________________________________________
 AN1280  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1280
 AN1280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1280
 AN1280.The horizontal coordinates were scaled from a topographic map and have
 AN1280.an estimated accuracy of +/- 6 seconds.
 AN1280
 AN1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1280.The vertical order pertains to the NGVD 29 superseded value.
 AN1280
 AN1280.The geoid height was determined by GEOID03.
 AN1280
 AN1280;                    North         East    Units  Estimated Accuracy
 AN1280;SPC TXSC     - 4,052,370.      778,070.      MT  (+/- 180 meters Scaled)
 AN1280
 AN1280                          SUPERSEDED SURVEY CONTROL
 AN1280
 AN1280  NGVD 29 (??/??/92)   13.244  (m)           43.45   (f) ADJ UNCH    2 0
 AN1280
 AN1280.Superseded values are not recommended for survey control.
 AN1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1280.See file dsdata.txt to determine how the superseded data were derived.
 AN1280
 AN1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS780310(NAD 83)
 AN1280_MARKER: DB = BENCH MARK DISK
 AN1280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1280_SP_SET: CULVERT
 AN1280_STAMPING: G 602 1942
 AN1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1280
 AN1280  HISTORY     - Date     Condition        Report By
 AN1280  HISTORY     - 1942     MONUMENTED       CGS
 AN1280  HISTORY     - 1988     GOOD             USPSQD
 AN1280  HISTORY     - 1990     GOOD             USPSQD
 AN1280  HISTORY     - 19940716 GOOD             USPSQD
 AN1280  HISTORY     - 19990724 GOOD             USPSQD
 AN1280
 AN1280                          STATION DESCRIPTION
 AN1280
 AN1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1280'5.5 MI E FROM REFUGIO.
 AN1280'5.5 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1280'REFUGIO, REFUGIO COUNTY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF
 AN1280'THE EAST END OF THE SOUTH HEADWALL, 22 FEET SOUTH OF THE CENTERLINE OF
 AN1280'THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 AN1280'STAMPED G 602 1942.
 AN1280
 AN1280                          STATION RECOVERY (1988)
 AN1280
 AN1280'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1280'RECOVERED IN GOOD CONDITION.
 AN1280
 AN1280                          STATION RECOVERY (1990)
 AN1280
 AN1280'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1280'RECOVERED IN GOOD CONDITION.
 AN1280
 AN1280                          STATION RECOVERY (1994)
 AN1280
 AN1280'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1280'RECOVERED IN GOOD CONDITION.
 AN1280
 AN1280                          STATION RECOVERY (1999)
 AN1280
 AN1280'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1360 ***********************************************************************
 AN1360  DESIGNATION -  G 603
 AN1360  PID         -  AN1360
 AN1360  STATE/COUNTY-  TX/ARANSAS
 AN1360  USGS QUAD   -  BAYSIDE (1979)
 AN1360
 AN1360                         *CURRENT SURVEY CONTROL
 AN1360  ___________________________________________________________________
 AN1360* NAD 83(1986)-  28 00 27.     (N)    097 11 12.     (W)     SCALED    
 AN1360* NAVD 88     -         2.76   (+/-2cm)       9.1    (feet)  VERTCON   
 AN1360  ___________________________________________________________________
 AN1360  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN1360
 AN1360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1360
 AN1360.The horizontal coordinates were scaled from a topographic map and have
 AN1360.an estimated accuracy of +/- 6 seconds.
 AN1360
 AN1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1360.The vertical order pertains to the NGVD 29 superseded value.
 AN1360
 AN1360.The geoid height was determined by GEOID03.
 AN1360
 AN1360;                    North         East    Units  Estimated Accuracy
 AN1360;SPC TXSC     - 4,020,690.      778,370.      MT  (+/- 180 meters Scaled)
 AN1360
 AN1360                          SUPERSEDED SURVEY CONTROL
 AN1360
 AN1360  NGVD 29 (??/??/92)    2.906  (m)            9.53   (f) ADJ UNCH    2 0
 AN1360
 AN1360.Superseded values are not recommended for survey control.
 AN1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1360.See file dsdata.txt to determine how the superseded data were derived.
 AN1360
 AN1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR782993(NAD 83)
 AN1360_MARKER: DB = BENCH MARK DISK
 AN1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1360_STAMPING: G 603 1942
 AN1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1360+STABILITY: SURFACE MOTION
 AN1360
 AN1360  HISTORY     - Date     Condition        Report By
 AN1360  HISTORY     - 1942     MONUMENTED       CGS
 AN1360
 AN1360                          STATION DESCRIPTION
 AN1360
 AN1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1360'10.9 MI SW FROM ROCKPORT.
 AN1360'TO REACH FROM INTERSECTION OF THE ROAD TO BAYSIDE AND STATE HIGHWAY
 AN1360'NO. 35 AT ROCKPORT-- PROCEED 4.0 MILES WEST ON ROAD TO BAYSIDE TO THE
 AN1360'INTERSECTION OF ROAD TO THE PORT BAY CLUB BUILDINGS (OLD ROAD TO
 AN1360'BAYSIDE).  THENCE CONTINUE ON SOUTHWEST AND GO 3.2 MILES TO A
 AN1360'CROSSROAD.  THENCE TURN RIGHT (NORTHWEST) AND GO 3.7 MILES TO SITE OF
 AN1360'BENCH MARK.  BENCH MARK IS 0.4 MILE NORTHWEST OF A T ROAD INTERSECTION
 AN1360'ABOUT 250.0 FEET EAST OF AN EARTH RESERVOIR, 36.0 FEET NORTHEAST OF
 AN1360'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. IT IS 3.0
 AN1360'FEET NORTH OF A 4 X 4 INCH WOODEN MARKER POST AND 1.0 FOOT NORTHEAST
 AN1360'OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1361 ***********************************************************************
 AN1361  DESIGNATION -  G 603 RESET 1950
 AN1361  PID         -  AN1361
 AN1361  STATE/COUNTY-  TX/ARANSAS
 AN1361  USGS QUAD   -  BAYSIDE (1979)
 AN1361
 AN1361                         *CURRENT SURVEY CONTROL
 AN1361  ___________________________________________________________________
 AN1361* NAD 83(1986)-  28 00 28.     (N)    097 11 12.     (W)     SCALED    
 AN1361* NAVD 88     -         2.57   (+/-2cm)       8.4    (feet)  VERTCON   
 AN1361  ___________________________________________________________________
 AN1361  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN1361
 AN1361  VERT ORDER  -  THIRD (See Below)
 AN1361
 AN1361.The horizontal coordinates were scaled from a topographic map and have
 AN1361.an estimated accuracy of +/- 6 seconds.
 AN1361
 AN1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1361.The vertical order pertains to the NGVD 29 superseded value.
 AN1361
 AN1361.The geoid height was determined by GEOID03.
 AN1361
 AN1361;                    North         East    Units  Estimated Accuracy
 AN1361;SPC TXSC     - 4,020,720.      778,370.      MT  (+/- 180 meters Scaled)
 AN1361
 AN1361                          SUPERSEDED SURVEY CONTROL
 AN1361
 AN1361  NGVD 29 (01/29/03)    2.71   (m)            8.9    (f) RESET       3  
 AN1361
 AN1361.Superseded values are not recommended for survey control.
 AN1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1361.See file dsdata.txt to determine how the superseded data were derived.
 AN1361
 AN1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR782993(NAD 83)
 AN1361_MARKER: DB = BENCH MARK DISK
 AN1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1361_STAMPING: G 603 RESET 1950
 AN1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1361+STABILITY: SURFACE MOTION
 AN1361
 AN1361  HISTORY     - Date     Condition        Report By
 AN1361  HISTORY     - 1950     MONUMENTED       TXHD
 AN1361  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1361
 AN1361                          STATION DESCRIPTION
 AN1361
 AN1361'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AN1361'8.5 MI NE FROM GREGORY.
 AN1361'IN ARANSAS COUNTY, 8.5 MILES NORTHEAST ALONG HIGHWAY 136 FROM THE POST
 AN1361'OFFICE AT GREGORY, SAN PATRICIO COUNTY, 3.6 MILES SOUTHEAST ALONG
 AN1361'HIGHWAY 881.  0.4 MILE NORTHWEST OF A T-ROAD JUNCTION, 250 FEET EAST
 AN1361'OF AN EARTH RESERVIOR, 49.4 FEET NORTHEAST OF THE CENTERLINE OF THE
 AN1361'HIGHWAY, 0.8 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 AN1361'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 603 RESET 1950 AND
 AN1361'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AN1361'GROUND.
 AN1361
 AN1361                          STATION RECOVERY (1988)
 AN1361
 AN1361'RECOVERY NOTE BY US POWER SQUADRON 1988 (AMR)
 AN1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0789 ***********************************************************************
 AH0789  DESIGNATION -  G 607
 AH0789  PID         -  AH0789
 AH0789  STATE/COUNTY-  TX/NUECES
 AH0789  USGS QUAD   -  PETRONILA NE (1975)
 AH0789
 AH0789                         *CURRENT SURVEY CONTROL
 AH0789  ___________________________________________________________________
 AH0789* NAD 83(1986)-  27 43 34.     (N)    097 32 02.     (W)     SCALED    
 AH0789* NAVD 88     -        12.33   (+/-2cm)      40.5    (feet)  VERTCON   
 AH0789  ___________________________________________________________________
 AH0789  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH0789
 AH0789  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0789
 AH0789.The horizontal coordinates were scaled from a topographic map and have
 AH0789.an estimated accuracy of +/- 6 seconds.
 AH0789
 AH0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0789.The vertical order pertains to the NGVD 29 superseded value.
 AH0789
 AH0789.The geoid height was determined by GEOID03.
 AH0789
 AH0789;                    North         East    Units  Estimated Accuracy
 AH0789;SPC TX S     - 5,228,540.      395,260.      MT  (+/- 180 meters Scaled)
 AH0789
 AH0789                          SUPERSEDED SURVEY CONTROL
 AH0789
 AH0789  NGVD 29 (??/??/92)   12.515  (m)           41.06   (f) ADJ UNCH    2 0
 AH0789
 AH0789.Superseded values are not recommended for survey control.
 AH0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0789.See file dsdata.txt to determine how the superseded data were derived.
 AH0789
 AH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR445677(NAD 83)
 AH0789_MARKER: DB = BENCH MARK DISK
 AH0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0789_STAMPING: G 607 1942
 AH0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0789+STABILITY: SURFACE MOTION
 AH0789
 AH0789  HISTORY     - Date     Condition        Report By
 AH0789  HISTORY     - 1942     MONUMENTED       CGS
 AH0789  HISTORY     - 1953     MARK NOT FOUND   NGS
 AH0789  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0789  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0789
 AH0789                          STATION DESCRIPTION
 AH0789
 AH0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AH0789'4.0 MI S FROM CLARKWOOD.
 AH0789'4.0 MILES SOUTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT CLARKWOOD,
 AH0789'NUECES COUNTY, 280 FEET WEST OF THE JUNCTION OF A ROAD LEADING
 AH0789'WEST, 250 FEET EAST OF A SMALL HOUSE, 57 FEET SOUTH OF AND ABOUT LEVEL
 AH0789'WITH THE CENTER LINE OF THE MAIN ROAD, AND 3 FEET NORTH OF A
 AH0789'POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED G 607 1942 AND
 AH0789'SET IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
 AH0789
 AH0789                          STATION RECOVERY (2001)
 AH0789
 AH0789'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0789'MARK NOT FOUND.
 AH0789
 AH0789                          STATION RECOVERY (2002)
 AH0789
 AH0789'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0876 ***********************************************************************
 AH0876  DESIGNATION -  G 609
 AH0876  PID         -  AH0876
 AH0876  STATE/COUNTY-  TX/NUECES
 AH0876  USGS QUAD   -  CONCORDIA (1975)
 AH0876
 AH0876                         *CURRENT SURVEY CONTROL
 AH0876  ___________________________________________________________________
 AH0876* NAD 83(1986)-  27 34 51.     (N)    097 44 24.     (W)     SCALED    
 AH0876* NAVD 88     -        14.768  (meters)      48.45   (feet)  ADJUSTED  
 AH0876  ___________________________________________________________________
 AH0876  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AH0876  DYNAMIC HT  -          14.745 (meters)      48.38  (feet)  COMP
 AH0876  MODELED GRAV-     979,105.8   (mgal)                       NAVD 88
 AH0876
 AH0876  VERT ORDER  -  SECOND    CLASS 0
 AH0876
 AH0876.The horizontal coordinates were scaled from a topographic map and have
 AH0876.an estimated accuracy of +/- 6 seconds.
 AH0876
 AH0876.The orthometric height was determined by differential leveling
 AH0876.and adjusted by the National Geodetic Survey in June 1991..
 AH0876
 AH0876.The geoid height was determined by GEOID03.
 AH0876
 AH0876.The dynamic height is computed by dividing the NAVD 88
 AH0876.geopotential number by the normal gravity value computed on the
 AH0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0876.degrees latitude (g = 980.6199 gals.).
 AH0876
 AH0876.The modeled gravity was interpolated from observed gravity values.
 AH0876
 AH0876;                    North         East    Units  Estimated Accuracy
 AH0876;SPC TX S     - 5,212,300.      375,040.      MT  (+/- 180 meters Scaled)
 AH0876
 AH0876                          SUPERSEDED SURVEY CONTROL
 AH0876
 AH0876  NGVD 29 (??/??/92)   14.881  (m)           48.82   (f) ADJ UNCH    2 0
 AH0876
 AH0876.Superseded values are not recommended for survey control.
 AH0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0876.See file dsdata.txt to determine how the superseded data were derived.
 AH0876
 AH0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR243514(NAD 83)
 AH0876_MARKER: DB = BENCH MARK DISK
 AH0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0876_STAMPING: G 609 1942
 AH0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0876+STABILITY: SURFACE MOTION
 AH0876
 AH0876  HISTORY     - Date     Condition        Report By
 AH0876  HISTORY     - 1942     MONUMENTED       CGS
 AH0876  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0876
 AH0876                          STATION DESCRIPTION
 AH0876
 AH0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0876'4.0 MI E FROM BISHOP.
 AH0876'TO REACH FROM THE HIGH SCHOOL AT BISHOP-- PROCEED 3.0 MILES EASTERLY
 AH0876'ALONG PAVED ROAD TO INTERSECTION OF ROAD LEADING NORTH.  THENCE, GO
 AH0876'1.0 MILE NORTHERLY ALONG ROAD TO INTERSECTION OF ROAD LEADING EAST AND
 AH0876'THE SITE OF THE BENCH MARK.  BENCH MARK IS IN THE CENTER OF SMALL
 AH0876'TRIANGLE AT INTERSECTION OF ROAD LEADING EAST, 51.0 FEET NORTHWEST OF
 AH0876'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF PAVED ROAD, AND 45.0
 AH0876'FEET EAST OF THE CENTER OF ROAD LEADING NORTH-SOUTH.  IT IS 45.0 FEET
 AH0876'SOUTH OF THE CENTER OF ROAD LEADING EAST, AND 3.0 FEET EAST OF A
 AH0876'4X4-INCH WOODEN MARKER POST. THE MONUMENT PROJECTS 0.5 FOOT.
 AH0876
 AH0876                          STATION RECOVERY (1969)
 AH0876
 AH0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0628 ***********************************************************************
 AE0628  DESIGNATION -  G 61 IBWC
 AE0628  PID         -  AE0628
 AE0628  STATE/COUNTY-  TX/STARR
 AE0628  USGS QUAD   -  RIO GRANDE CITY SOUTH (1965)
 AE0628
 AE0628                         *CURRENT SURVEY CONTROL
 AE0628  ___________________________________________________________________
 AE0628* NAD 83(1986)-  26 22 16.     (N)    098 52 25.     (W)     SCALED    
 AE0628* NAVD 88     -        52.740  (meters)     173.03   (feet)  ADJUSTED  
 AE0628  ___________________________________________________________________
 AE0628  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AE0628  DYNAMIC HT  -          52.653 (meters)     172.75  (feet)  COMP
 AE0628  MODELED GRAV-     978,998.5   (mgal)                       NAVD 88
 AE0628
 AE0628  VERT ORDER  -  FIRST     CLASS II
 AE0628
 AE0628.The horizontal coordinates were scaled from a topographic map and have
 AE0628.an estimated accuracy of +/- 6 seconds.
 AE0628
 AE0628.The orthometric height was determined by differential leveling
 AE0628.and adjusted by the National Geodetic Survey in June 1991..
 AE0628
 AE0628.The geoid height was determined by GEOID03.
 AE0628
 AE0628.The dynamic height is computed by dividing the NAVD 88
 AE0628.geopotential number by the normal gravity value computed on the
 AE0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0628.degrees latitude (g = 980.6199 gals.).
 AE0628
 AE0628.The modeled gravity was interpolated from observed gravity values.
 AE0628
 AE0628;                    North         East    Units  Estimated Accuracy
 AE0628;SPC TX S     - 5,078,100.      262,720.      MT  (+/- 180 meters Scaled)
 AE0628
 AE0628                          SUPERSEDED SURVEY CONTROL
 AE0628
 AE0628  NGVD 29 (??/??/92)   52.791  (m)          173.20   (f) ADJ UNCH    1 2
 AE0628
 AE0628.Superseded values are not recommended for survey control.
 AE0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0628.See file dsdata.txt to determine how the superseded data were derived.
 AE0628
 AE0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ126167(NAD 83)
 AE0628_MARKER: Z = SEE DESCRIPTION
 AE0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0628+STABILITY: SURFACE MOTION
 AE0628
 AE0628  HISTORY     - Date     Condition        Report By
 AE0628  HISTORY     - UNK      MONUMENTED       IBWC
 AE0628  HISTORY     - 1956     GOOD             NGS
 AE0628  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0628
 AE0628                          STATION DESCRIPTION
 AE0628
 AE0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE0628'3.7 MI W FROM RIO GRANDE CITY.
 AE0628'3.6 MILES WEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO
 AE0628'GRANDE CITY, THENCE 0.1 MILE SOUTH ALONG A PRIVATE ROAD, AT THE BRICK
 AE0628'HOUSES ON THE VILLAREALES RANCH, 52 FEET WEST OF THE NORTHWEST CORNER
 AE0628'OF THE WEST HOUSE, 16 FEET SOUTH OF A 16 INCH MESQUITE TREE, SET IN
 AE0628'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  THE
 AE0628'LETTERS I B C C D E L ARE CAST IN THE PLATE.
 AE0628
 AE0628                          STATION RECOVERY (1981)
 AE0628
 AE0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0628'MARK NOT RECOVERED. NOT ACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0392 ***********************************************************************
 AH0392  DESIGNATION -  G 610
 AH0392  PID         -  AH0392
 AH0392  STATE/COUNTY-  TX/NUECES
 AH0392  USGS QUAD   -  OSO CREEK NE (1975)
 AH0392
 AH0392                         *CURRENT SURVEY CONTROL
 AH0392  ___________________________________________________________________
 AH0392* NAD 83(1986)-  27 41 27.     (N)    097 20 05.     (W)     SCALED    
 AH0392* NAVD 88     -         4.750  (meters)      15.58   (feet)  ADJUSTED  
 AH0392  ___________________________________________________________________
 AH0392  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AH0392  DYNAMIC HT  -           4.742 (meters)      15.56  (feet)  COMP
 AH0392  MODELED GRAV-     979,126.7   (mgal)                       NAVD 88
 AH0392
 AH0392  VERT ORDER  -  SECOND    CLASS 0
 AH0392
 AH0392.The horizontal coordinates were scaled from a topographic map and have
 AH0392.an estimated accuracy of +/- 6 seconds.
 AH0392
 AH0392.The orthometric height was determined by differential leveling
 AH0392.and adjusted by the National Geodetic Survey in June 1991..
 AH0392
 AH0392.The geoid height was determined by GEOID03.
 AH0392
 AH0392.The dynamic height is computed by dividing the NAVD 88
 AH0392.geopotential number by the normal gravity value computed on the
 AH0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0392.degrees latitude (g = 980.6199 gals.).
 AH0392
 AH0392.The modeled gravity was interpolated from observed gravity values.
 AH0392
 AH0392;                    North         East    Units  Estimated Accuracy
 AH0392;SPC TX S     - 5,224,800.      414,940.      MT  (+/- 180 meters Scaled)
 AH0392
 AH0392                          SUPERSEDED SURVEY CONTROL
 AH0392
 AH0392  NGVD 29 (??/??/92)    4.917  (m)           16.13   (f) ADJ UNCH    2 0
 AH0392
 AH0392.Superseded values are not recommended for survey control.
 AH0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0392.See file dsdata.txt to determine how the superseded data were derived.
 AH0392
 AH0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR642640(NAD 83)
 AH0392_MARKER: DB = BENCH MARK DISK
 AH0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0392_STAMPING: G 610 1942
 AH0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0392+STABILITY: SURFACE MOTION
 AH0392
 AH0392  HISTORY     - Date     Condition        Report By
 AH0392  HISTORY     - 1942     MONUMENTED       CGS
 AH0392  HISTORY     - 1949     GOOD             NGS
 AH0392  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0392  HISTORY     - 19910706 MARK NOT FOUND   USPSQD
 AH0392  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0392  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0392
 AH0392                          STATION DESCRIPTION
 AH0392
 AH0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0392'1.2 MI S FROM CORPUS CHRISTI.
 AH0392'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0392'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0392'SOUTH ALONG STATE HIGHWAY 286, AND THENCE 6.5 MILES EAST ALONG
 AH0392'LEXINGTON BOULEVARD (STATE HIGHWAY 358).  0.2 MILE WEST OF THE WEST
 AH0392'EDGE OF A MESQUITE THICKET, 48 FEET NORTH OF AND ABOUT 1 FOOT LOWER
 AH0392'THAN THE CENTER LINE OF THE BOULEVARD, 30 FEET EAST OF A POLE, 3 FEET
 AH0392'WEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET SOUTH OF A CONCRETE
 AH0392'RIGHT-OF-WAY MARKER.  A STANDARD DISK, STAMPED G 610 1942 AND SET IN
 AH0392'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0392
 AH0392                          STATION RECOVERY (1968)
 AH0392
 AH0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0392'MARK NOT FOUND.
 AH0392
 AH0392                          STATION RECOVERY (1991)
 AH0392
 AH0392'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0392'MARK NOT FOUND.
 AH0392
 AH0392                          STATION RECOVERY (1997)
 AH0392
 AH0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0392'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0392'DESTROYED.
 AH0392
 AH0392                          STATION RECOVERY (1997)
 AH0392
 AH0392'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1008 ***********************************************************************
 AH1008  DESIGNATION -  G 611
 AH1008  PID         -  AH1008
 AH1008  STATE/COUNTY-  TX/NUECES
 AH1008  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1008
 AH1008                         *CURRENT SURVEY CONTROL
 AH1008  ___________________________________________________________________
 AH1008* NAD 83(1986)-  27 39 25.     (N)    097 51 00.     (W)     SCALED    
 AH1008* NAVD 88     -        26.270  (meters)      86.19   (feet)  ADJUSTED  
 AH1008  ___________________________________________________________________
 AH1008  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH1008  DYNAMIC HT  -          26.230 (meters)      86.06  (feet)  COMP
 AH1008  MODELED GRAV-     979,102.3   (mgal)                       NAVD 88
 AH1008
 AH1008  VERT ORDER  -  SECOND    CLASS 0
 AH1008
 AH1008.The horizontal coordinates were scaled from a topographic map and have
 AH1008.an estimated accuracy of +/- 6 seconds.
 AH1008
 AH1008.The orthometric height was determined by differential leveling
 AH1008.and adjusted by the National Geodetic Survey in June 1991..
 AH1008
 AH1008.The geoid height was determined by GEOID03.
 AH1008
 AH1008.The dynamic height is computed by dividing the NAVD 88
 AH1008.geopotential number by the normal gravity value computed on the
 AH1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1008.degrees latitude (g = 980.6199 gals.).
 AH1008
 AH1008.The modeled gravity was interpolated from observed gravity values.
 AH1008
 AH1008;                    North         East    Units  Estimated Accuracy
 AH1008;SPC TX S     - 5,220,680.      364,130.      MT  (+/- 180 meters Scaled)
 AH1008
 AH1008                          SUPERSEDED SURVEY CONTROL
 AH1008
 AH1008  NGVD 29 (??/??/92)   26.377  (m)           86.54   (f) ADJ UNCH    2 0
 AH1008
 AH1008.Superseded values are not recommended for survey control.
 AH1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1008.See file dsdata.txt to determine how the superseded data were derived.
 AH1008
 AH1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR134597(NAD 83)
 AH1008_MARKER: DB = BENCH MARK DISK
 AH1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1008_STAMPING: G 611 1942
 AH1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1008+STABILITY: SURFACE MOTION
 AH1008
 AH1008  HISTORY     - Date     Condition        Report By
 AH1008  HISTORY     - 1942     MONUMENTED       CGS
 AH1008  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH1008  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AH1008
 AH1008                          STATION DESCRIPTION
 AH1008
 AH1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1008'11.4 MI SE FROM AGUA DULCE.
 AH1008'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT AGUA DULCE--
 AH1008'PROCEED 6.5 MILES SOUTHERLY ALONG OILED ROAD TO DIRT ROAD.  THENCE, GO
 AH1008'1.0 MILE SOUTH AND 3.9 MILES EAST ALONG GRADED DIRT ROAD TO THE SITE
 AH1008'OF THE BENCH MARK.  BENCH MARK IS AT THE INTERSECTION OF SECTION LINE
 AH1008'CROSSROAD, 20.4 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE
 AH1008'OF THE NORTH-SOUTH ROAD AND IN LINE WITH ROW OF TELEPHONE POLES. IT IS
 AH1008'3.0 FEET NORTH OF A TELEPHONE POLE AND 3.0 FEET SOUTH OF A 4X4-INCH
 AH1008'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
 AH1008
 AH1008                          STATION RECOVERY (1975)
 AH1008
 AH1008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH1008'MARK NOT FOUND.
 AH1008
 AH1008                          STATION RECOVERY (1985)
 AH1008
 AH1008'RECOVERY NOTE BY US POWER SQUADRON 1985
 AH1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0116 ***********************************************************************
 AJ0116  DESIGNATION -  G 612
 AJ0116  PID         -  AJ0116
 AJ0116  STATE/COUNTY-  TX/JIM WELLS
 AJ0116  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0116
 AJ0116                         *CURRENT SURVEY CONTROL
 AJ0116  ___________________________________________________________________
 AJ0116* NAD 83(1986)-  27 37 48.     (N)    098 00 26.     (W)     SCALED    
 AJ0116* NAVD 88     -        44.127  (meters)     144.77   (feet)  ADJUSTED  
 AJ0116  ___________________________________________________________________
 AJ0116  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AJ0116  DYNAMIC HT  -          44.058 (meters)     144.55  (feet)  COMP
 AJ0116  MODELED GRAV-     979,093.1   (mgal)                       NAVD 88
 AJ0116
 AJ0116  VERT ORDER  -  SECOND    CLASS 0
 AJ0116
 AJ0116.The horizontal coordinates were scaled from a topographic map and have
 AJ0116.an estimated accuracy of +/- 6 seconds.
 AJ0116
 AJ0116.The orthometric height was determined by differential leveling
 AJ0116.and adjusted by the National Geodetic Survey in June 1991..
 AJ0116
 AJ0116.The geoid height was determined by GEOID03.
 AJ0116
 AJ0116.The dynamic height is computed by dividing the NAVD 88
 AJ0116.geopotential number by the normal gravity value computed on the
 AJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0116.degrees latitude (g = 980.6199 gals.).
 AJ0116
 AJ0116.The modeled gravity was interpolated from observed gravity values.
 AJ0116
 AJ0116;                    North         East    Units  Estimated Accuracy
 AJ0116;SPC TX S     - 5,217,620.      348,630.      MT  (+/- 180 meters Scaled)
 AJ0116
 AJ0116                          SUPERSEDED SURVEY CONTROL
 AJ0116
 AJ0116  NGVD 29 (??/??/??)   44.23   (m)          145.1    (f) RESET       3  
 AJ0116
 AJ0116.Superseded values are not recommended for survey control.
 AJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0116.See file dsdata.txt to determine how the superseded data were derived.
 AJ0116
 AJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR979566(NAD 83)
 AJ0116_MARKER: DB = BENCH MARK DISK
 AJ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0116_STAMPING: G 612 1942
 AJ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0116+STABILITY: SURFACE MOTION
 AJ0116
 AJ0116  HISTORY     - Date     Condition        Report By
 AJ0116  HISTORY     - 1942     MONUMENTED       CGS
 AJ0116
 AJ0116                          STATION DESCRIPTION
 AJ0116
 AJ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0116'11.8 MI NW FROM KINGSVILLE.
 AJ0116'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AJ0116'PROCEED WESTERLY 3.2 MILES ALONG STATE HIGHWAY NO. 141.  THENCE GO
 AJ0116'NORTHWESTERLY 8.6 MILES ALONG RANCH ROAD TO SITE OF BENCH MARK. BENCH
 AJ0116'MARK IS ON OLD KINGSVILLE-ALICE ROAD, ABOUT 2.0 MILES NORTHWEST OF
 AJ0116'PALOLOBA MILL, 27.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS
 AJ0116'CENTERLINE OF THE ROAD.  IT IS 16.0 FEET EAST OF OLD HIGHWAY FENCE
 AJ0116'POST, 3.0 FEET EAST OF 4 X 4 INCH WOODEN MARKER POST AND MONUMENT
 AJ0116'PROJECTS ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0117 ***********************************************************************
 AJ0117  DESIGNATION -  G 613
 AJ0117  PID         -  AJ0117
 AJ0117  STATE/COUNTY-  TX/KLEBERG
 AJ0117  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0117
 AJ0117                         *CURRENT SURVEY CONTROL
 AJ0117  ___________________________________________________________________
 AJ0117* NAD 83(1986)-  27 32 35.     (N)    098 02 05.     (W)     SCALED    
 AJ0117* NAVD 88     -        38.141  (meters)     125.13   (feet)  ADJUSTED  
 AJ0117  ___________________________________________________________________
 AJ0117  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AJ0117  DYNAMIC HT  -          38.082 (meters)     124.94  (feet)  COMP
 AJ0117  MODELED GRAV-     979,088.1   (mgal)                       NAVD 88
 AJ0117
 AJ0117  VERT ORDER  -  SECOND    CLASS 0
 AJ0117
 AJ0117.The horizontal coordinates were scaled from a topographic map and have
 AJ0117.an estimated accuracy of +/- 6 seconds.
 AJ0117
 AJ0117.The orthometric height was determined by differential leveling
 AJ0117.and adjusted by the National Geodetic Survey in June 1991..
 AJ0117
 AJ0117.The geoid height was determined by GEOID03.
 AJ0117
 AJ0117.The dynamic height is computed by dividing the NAVD 88
 AJ0117.geopotential number by the normal gravity value computed on the
 AJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0117.degrees latitude (g = 980.6199 gals.).
 AJ0117
 AJ0117.The modeled gravity was interpolated from observed gravity values.
 AJ0117
 AJ0117;                    North         East    Units  Estimated Accuracy
 AJ0117;SPC TX S     - 5,207,980.      345,950.      MT  (+/- 180 meters Scaled)
 AJ0117
 AJ0117                          SUPERSEDED SURVEY CONTROL
 AJ0117
 AJ0117  NGVD 29 (??/??/92)   38.236  (m)          125.45   (f) ADJ UNCH    2 0
 AJ0117
 AJ0117.Superseded values are not recommended for survey control.
 AJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0117.See file dsdata.txt to determine how the superseded data were derived.
 AJ0117
 AJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR953469(NAD 83)
 AJ0117_MARKER: DB = BENCH MARK DISK
 AJ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0117_STAMPING: G 613 1942
 AJ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0117+STABILITY: SURFACE MOTION
 AJ0117
 AJ0117  HISTORY     - Date     Condition        Report By
 AJ0117  HISTORY     - 1942     MONUMENTED       CGS
 AJ0117
 AJ0117                          STATION DESCRIPTION
 AJ0117
 AJ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0117'9.1 MI W FROM KINGSVILLE.
 AJ0117'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AJ0117'PROCEED WESTERLY 9.1 MILES ALONG STATE HIGHWAY NO. 141 TO SITE OF
 AJ0117'BENCH MARK.  BENCH MARK IS 46.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW
 AJ0117'CENTERLINE OF HIGHWAY, ABOUT 0.25 MILE WEST OF CONCRETE CULVERT, 0.6
 AJ0117'FOOT SOUTH OF HIGHWAY FENCE, 3.0 FEET EAST OF 4 X 4 INCH WOODEN MARKER
 AJ0117'POST.  THE MONUMENT PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0118 ***********************************************************************
 AJ0118  DESIGNATION -  G 613 RESET 1961
 AJ0118  PID         -  AJ0118
 AJ0118  STATE/COUNTY-  TX/KLEBERG
 AJ0118  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0118
 AJ0118                         *CURRENT SURVEY CONTROL
 AJ0118  ___________________________________________________________________
 AJ0118* NAD 83(1986)-  27 32 34.     (N)    098 02 05.     (W)     SCALED    
 AJ0118* NAVD 88     -        38.56   (meters)     126.5    (feet)  RESET     
 AJ0118  ___________________________________________________________________
 AJ0118  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AJ0118
 AJ0118  VERT ORDER  -  THIRD
 AJ0118
 AJ0118.The horizontal coordinates were scaled from a topographic map and have
 AJ0118.an estimated accuracy of +/- 6 seconds.
 AJ0118
 AJ0118.The orthometric height was computed from unverified reset data.
 AJ0118
 AJ0118.The geoid height was determined by GEOID03.
 AJ0118
 AJ0118;                    North         East    Units  Estimated Accuracy
 AJ0118;SPC TX S     - 5,207,950.      345,950.      MT  (+/- 180 meters Scaled)
 AJ0118
 AJ0118                          SUPERSEDED SURVEY CONTROL
 AJ0118
 AJ0118.No superseded survey control is available for this station.
 AJ0118
 AJ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR953469(NAD 83)
 AJ0118_MARKER: DB = BENCH MARK DISK
 AJ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0118_STAMPING: G 613 RESET 1961
 AJ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0118+STABILITY: SURFACE MOTION
 AJ0118
 AJ0118  HISTORY     - Date     Condition        Report By
 AJ0118  HISTORY     - 1961     MONUMENTED       TXHD
 AJ0118
 AJ0118                          STATION DESCRIPTION
 AJ0118
 AJ0118'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AJ0118'10.6 MI W FROM KINGSVILLE.
 AJ0118'THIS MARK IS LOCATED ABOUT 10.6 MILES WEST ALONG STATE HIGHWAY 141
 AJ0118'FROM THE MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE, 60 FEET
 AJ0118'NORTH OF CENTERLINE STATION 560+00, 1 FOOT SOUTH OF FENCE, AND SET IN
 AJ0118'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0652 ***********************************************************************
 AH0652  DESIGNATION -  G 614
 AH0652  PID         -  AH0652
 AH0652  STATE/COUNTY-  TX/KLEBERG
 AH0652  USGS QUAD   -  PAISANO LAKE (1979)
 AH0652
 AH0652                         *CURRENT SURVEY CONTROL
 AH0652  ___________________________________________________________________
 AH0652* NAD 83(1986)-  27 15 26.     (N)    097 57 26.     (W)     SCALED    
 AH0652* NAVD 88     -        21.574  (meters)      70.78   (feet)  ADJUSTED  
 AH0652  ___________________________________________________________________
 AH0652  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AH0652  DYNAMIC HT  -          21.540 (meters)      70.67  (feet)  COMP
 AH0652  MODELED GRAV-     979,081.6   (mgal)                       NAVD 88
 AH0652
 AH0652  VERT ORDER  -  SECOND    CLASS 0
 AH0652
 AH0652.The horizontal coordinates were scaled from a topographic map and have
 AH0652.an estimated accuracy of +/- 6 seconds.
 AH0652
 AH0652.The orthometric height was determined by differential leveling
 AH0652.and adjusted by the National Geodetic Survey in June 1991..
 AH0652
 AH0652.The geoid height was determined by GEOID03.
 AH0652
 AH0652.The dynamic height is computed by dividing the NAVD 88
 AH0652.geopotential number by the normal gravity value computed on the
 AH0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0652.degrees latitude (g = 980.6199 gals.).
 AH0652
 AH0652.The modeled gravity was interpolated from observed gravity values.
 AH0652
 AH0652;                    North         East    Units  Estimated Accuracy
 AH0652;SPC TX S     - 5,176,340.      353,750.      MT  (+/- 180 meters Scaled)
 AH0652
 AH0652                          SUPERSEDED SURVEY CONTROL
 AH0652
 AH0652  NGVD 29 (??/??/92)   21.702  (m)           71.20   (f) ADJ UNCH    2 0
 AH0652
 AH0652.Superseded values are not recommended for survey control.
 AH0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0652.See file dsdata.txt to determine how the superseded data were derived.
 AH0652
 AH0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR032153(NAD 83)
 AH0652_MARKER: DB = BENCH MARK DISK
 AH0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0652_SP_SET: CULVERT
 AH0652_STAMPING: G 614 1942
 AH0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0652
 AH0652  HISTORY     - Date     Condition        Report By
 AH0652  HISTORY     - 1942     MONUMENTED       CGS
 AH0652  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0652
 AH0652                          STATION DESCRIPTION
 AH0652
 AH0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0652'9.4 MI W FROM RIVIERA.
 AH0652'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT RIVIERA-- PROCEED
 AH0652'WESTERLY 9.4 MILES ALONG STATE HIGHWAY NO. 285 TO SITE OF BENCH MARK.
 AH0652'BENCH MARK IS IN CENTER OF NORTH HEADWALL OF CONCRETE CULVERT.  IT IS
 AH0652'ABOUT 0.3 MILE EAST OF LINE OF FENCE RUNNING NORTH FROM HIGHWAY, AND
 AH0652'ABOUT 0.1 MILE WEST OF LINE OF FENCE RUNNING SOUTH FROM HIGHWAY.
 AH0652
 AH0652                          STATION RECOVERY (1975)
 AH0652
 AH0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0457 ***********************************************************************
 AJ0457  DESIGNATION -  G 616
 AJ0457  PID         -  AJ0457
 AJ0457  STATE/COUNTY-  TX/BROOKS
 AJ0457  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ0457
 AJ0457                         *CURRENT SURVEY CONTROL
 AJ0457  ___________________________________________________________________
 AJ0457* NAD 83(1986)-  27 05 45.     (N)    098 03 18.     (W)     SCALED    
 AJ0457* NAVD 88     -        29.017  (meters)      95.20   (feet)  ADJUSTED  
 AJ0457  ___________________________________________________________________
 AJ0457  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AJ0457  DYNAMIC HT  -          28.971 (meters)      95.05  (feet)  COMP
 AJ0457  MODELED GRAV-     979,066.7   (mgal)                       NAVD 88
 AJ0457
 AJ0457  VERT ORDER  -  SECOND    CLASS 0
 AJ0457
 AJ0457.The horizontal coordinates were scaled from a topographic map and have
 AJ0457.an estimated accuracy of +/- 6 seconds.
 AJ0457
 AJ0457.The orthometric height was determined by differential leveling
 AJ0457.and adjusted by the National Geodetic Survey in June 1991..
 AJ0457
 AJ0457.The geoid height was determined by GEOID03.
 AJ0457
 AJ0457.The dynamic height is computed by dividing the NAVD 88
 AJ0457.geopotential number by the normal gravity value computed on the
 AJ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0457.degrees latitude (g = 980.6199 gals.).
 AJ0457
 AJ0457.The modeled gravity was interpolated from observed gravity values.
 AJ0457
 AJ0457;                    North         East    Units  Estimated Accuracy
 AJ0457;SPC TX S     - 5,158,420.      344,130.      MT  (+/- 180 meters Scaled)
 AJ0457
 AJ0457                          SUPERSEDED SURVEY CONTROL
 AJ0457
 AJ0457  NGVD 29 (??/??/92)   29.11   (m)           95.5    (f) COMPUTED    2 0
 AJ0457
 AJ0457.Superseded values are not recommended for survey control.
 AJ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0457.See file dsdata.txt to determine how the superseded data were derived.
 AJ0457
 AJ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ936974(NAD 83)
 AJ0457_MARKER: DB = BENCH MARK DISK
 AJ0457_SETTING: 0 = UNSPECIFIED SETTING
 AJ0457_STAMPING: G 616 1942
 AJ0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0457
 AJ0457  HISTORY     - Date     Condition        Report By
 AJ0457  HISTORY     - 1942     MONUMENTED       CGS
 AJ0457  HISTORY     - 1962     GOOD             USGS
 AJ0457
 AJ0457                          STATION DESCRIPTION
 AJ0457
 AJ0457'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ0457'5.9 MI E FROM FALFURRIAS.
 AJ0457'FROM THE INTERSECTION OF US HWY 281 AND FARM ROAD 2191 IN FALFURRIAS,
 AJ0457'BROOKS CO., TEXAS PROCEED EAST 5.2 MILES TO A CROSS ROAD, THENCE SOUTH
 AJ0457'3.6 MILES TO THE GATE-KEEPERS HOUSE AT THE MARIPOSA RANCH, CONTINUE
 AJ0457'SOUTH 4.7 MILES TO A Y-RD NORTHWEST, THENCE NORTHWEST AND WEST 1.4
 AJ0457'MILES TO A T-RD NORTH, THENCE NORTHWEST 0.05 MILE TO THE NORTH SIDE OF
 AJ0457'A MESQUITE CLUMP 15 FEET SOUTH OF AN OLD ROAD AND BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1101 ***********************************************************************
 AB1101  DESIGNATION -  G 617
 AB1101  PID         -  AB1101
 AB1101  STATE/COUNTY-  TX/KENEDY
 AB1101  USGS QUAD   -  PITA CAMP (1982)
 AB1101
 AB1101                         *CURRENT SURVEY CONTROL
 AB1101  ___________________________________________________________________
 AB1101* NAD 83(1986)-  26 55 24.     (N)    097 58 12.     (W)     SCALED    
 AB1101* NAVD 88     -        12.731  (meters)      41.77   (feet)  ADJUSTED  
 AB1101  ___________________________________________________________________
 AB1101  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AB1101  DYNAMIC HT  -          12.711 (meters)      41.70  (feet)  COMP
 AB1101  MODELED GRAV-     979,063.4   (mgal)                       NAVD 88
 AB1101
 AB1101  VERT ORDER  -  SECOND    CLASS 0
 AB1101
 AB1101.The horizontal coordinates were scaled from a topographic map and have
 AB1101.an estimated accuracy of +/- 6 seconds.
 AB1101
 AB1101.The orthometric height was determined by differential leveling
 AB1101.and adjusted by the National Geodetic Survey in June 1991..
 AB1101
 AB1101.The geoid height was determined by GEOID03.
 AB1101
 AB1101.The dynamic height is computed by dividing the NAVD 88
 AB1101.geopotential number by the normal gravity value computed on the
 AB1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1101.degrees latitude (g = 980.6199 gals.).
 AB1101
 AB1101.The modeled gravity was interpolated from observed gravity values.
 AB1101
 AB1101;                    North         East    Units  Estimated Accuracy
 AB1101;SPC TX S     - 5,139,340.      352,640.      MT  (+/- 180 meters Scaled)
 AB1101
 AB1101                          SUPERSEDED SURVEY CONTROL
 AB1101
 AB1101  NGVD 29 (??/??/92)   12.825  (m)           42.08   (f) ADJ UNCH    2 0
 AB1101
 AB1101.Superseded values are not recommended for survey control.
 AB1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1101.See file dsdata.txt to determine how the superseded data were derived.
 AB1101
 AB1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ022783(NAD 83)
 AB1101_MARKER: DB = BENCH MARK DISK
 AB1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1101_STAMPING: G 617 1942
 AB1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1101+STABILITY: SURFACE MOTION
 AB1101
 AB1101  HISTORY     - Date     Condition        Report By
 AB1101  HISTORY     - 1942     MONUMENTED       CGS
 AB1101
 AB1101                          STATION DESCRIPTION
 AB1101
 AB1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1101'12.0 MI W FROM ARMSTRONG.
 AB1101'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG--
 AB1101'PROCEED 12.0 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1101'MARK. BENCH MARK IS 12.8 MILES EAST OF THE POST OFFICE AT ENCINO,
 AB1101'ABOUT 1.0 MILE EAST OF BROOKS-KENEDY COUNTY LINE AND ABOUT 80.0 FEET
 AB1101'NORTH OF THE EDGE OF SMALL DRY LAKE. IT IS 33.0 FEET NORTH OF AND
 AB1101'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF A
 AB1101'4X4-INCH WOODEN MARKER POST. THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1153 ***********************************************************************
 AJ1153  DESIGNATION -  G 618
 AJ1153  PID         -  AJ1153
 AJ1153  STATE/COUNTY-  TX/BROOKS
 AJ1153  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ1153
 AJ1153                         *CURRENT SURVEY CONTROL
 AJ1153  ___________________________________________________________________
 AJ1153* NAD 83(1986)-  27 01 05.     (N)    098 01 08.     (W)     SCALED    
 AJ1153* NAVD 88     -        21.366  (meters)      70.10   (feet)  ADJUSTED  
 AJ1153  ___________________________________________________________________
 AJ1153  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AJ1153  DYNAMIC HT  -          21.332 (meters)      69.99  (feet)  COMP
 AJ1153  MODELED GRAV-     979,064.2   (mgal)                       NAVD 88
 AJ1153
 AJ1153  VERT ORDER  -  SECOND    CLASS 0
 AJ1153
 AJ1153.The horizontal coordinates were scaled from a topographic map and have
 AJ1153.an estimated accuracy of +/- 6 seconds.
 AJ1153
 AJ1153.The orthometric height was determined by differential leveling
 AJ1153.and adjusted by the National Geodetic Survey in June 1991..
 AJ1153
 AJ1153.The geoid height was determined by GEOID03.
 AJ1153
 AJ1153.The dynamic height is computed by dividing the NAVD 88
 AJ1153.geopotential number by the normal gravity value computed on the
 AJ1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1153.degrees latitude (g = 980.6199 gals.).
 AJ1153
 AJ1153.The modeled gravity was interpolated from observed gravity values.
 AJ1153
 AJ1153;                    North         East    Units  Estimated Accuracy
 AJ1153;SPC TX S     - 5,149,810.      347,740.      MT  (+/- 180 meters Scaled)
 AJ1153
 AJ1153                          SUPERSEDED SURVEY CONTROL
 AJ1153
 AJ1153  NGVD 29 (??/??/92)   21.464  (m)           70.42   (f) ADJ UNCH    2 0
 AJ1153
 AJ1153.Superseded values are not recommended for survey control.
 AJ1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1153.See file dsdata.txt to determine how the superseded data were derived.
 AJ1153
 AJ1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ973888(NAD 83)
 AJ1153_MARKER: DB = BENCH MARK DISK
 AJ1153_SETTING: 0 = UNSPECIFIED SETTING
 AJ1153_STAMPING: G 618 1942
 AJ1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1153
 AJ1153  HISTORY     - Date     Condition        Report By
 AJ1153  HISTORY     - 1942     MONUMENTED       CGS
 AJ1153  HISTORY     - 1953     GOOD             USGS
 AJ1153
 AJ1153                          STATION DESCRIPTION
 AJ1153
 AJ1153'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AJ1153'15.3 MI SE FROM BARROSO.
 AJ1153'TO REACH FROM BARROSO RAILROAD SIDING, PROCEED 8.9 MILES
 AJ1153'EAST-SOUTHEAST ON AN OILED RANCH ROAD TO A ROAD FORK AND SIDE OF THE
 AJ1153'BENCH MARK, WHICH IS ABOUT 0.1 MILE SOUTHWEST OF A ROAD FORK, 0.4 MILE
 AJ1153'EAST OF NO. 1 WELL ON THE KING RANCH, 36 FEET SOUTH OF A WOODEN GATE
 AJ1153'IN A WIRE FENCE AROUND A CATTLE TRAP, AND 1.5 FEET EAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1126 ***********************************************************************
 AB1126  DESIGNATION -  G 619
 AB1126  PID         -  AB1126
 AB1126  STATE/COUNTY-  TX/KENEDY
 AB1126  USGS QUAD   -  NORIAS (1982)
 AB1126
 AB1126                         *CURRENT SURVEY CONTROL
 AB1126  ___________________________________________________________________
 AB1126* NAD 83(1986)-  26 45 47.     (N)    097 50 49.     (W)     SCALED    
 AB1126* NAVD 88     -         9.858  (meters)      32.34   (feet)  ADJUSTED  
 AB1126  ___________________________________________________________________
 AB1126  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AB1126  DYNAMIC HT  -           9.843 (meters)      32.29  (feet)  COMP
 AB1126  MODELED GRAV-     979,062.0   (mgal)                       NAVD 88
 AB1126
 AB1126  VERT ORDER  -  SECOND    CLASS 0
 AB1126
 AB1126.The horizontal coordinates were scaled from a topographic map and have
 AB1126.an estimated accuracy of +/- 6 seconds.
 AB1126
 AB1126.The orthometric height was determined by differential leveling
 AB1126.and adjusted by the National Geodetic Survey in June 1991..
 AB1126
 AB1126.The geoid height was determined by GEOID03.
 AB1126
 AB1126.The dynamic height is computed by dividing the NAVD 88
 AB1126.geopotential number by the normal gravity value computed on the
 AB1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1126.degrees latitude (g = 980.6199 gals.).
 AB1126
 AB1126.The modeled gravity was interpolated from observed gravity values.
 AB1126
 AB1126;                    North         East    Units  Estimated Accuracy
 AB1126;SPC TX S     - 5,121,640.      364,950.      MT  (+/- 180 meters Scaled)
 AB1126
 AB1126                          SUPERSEDED SURVEY CONTROL
 AB1126
 AB1126  NGVD 29 (??/??/92)    9.948  (m)           32.64   (f) ADJ UNCH    2 0
 AB1126
 AB1126.Superseded values are not recommended for survey control.
 AB1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1126.See file dsdata.txt to determine how the superseded data were derived.
 AB1126
 AB1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ146607(NAD 83)
 AB1126_MARKER: DB = BENCH MARK DISK
 AB1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1126_STAMPING: G 619 1942
 AB1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1126+STABILITY: SURFACE MOTION
 AB1126
 AB1126  HISTORY     - Date     Condition        Report By
 AB1126  HISTORY     - 1942     MONUMENTED       CGS
 AB1126
 AB1126                          STATION DESCRIPTION
 AB1126
 AB1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1126'5.0 MI W FROM NORRIAS.
 AB1126'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1126'PROCEED 5.0 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1126'MARK.  BENCH MARK IS ABOUT 0.4 MILE EAST OF GATE IN PROPERTY LINE
 AB1126'FENCE BETWEEN THE KING AND SANTA FE RANCHES, ABOUT 200.0 FEET NORTH OF
 AB1126'A SMALL LAKE AND 26.0 FEET NORTH OF A MESQUITE TREE ON THE SOUTH SIDE
 AB1126'OF THE ROAD.  IT IS 16.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AB1126'CENTERLINE OF THE ROAD AND 4.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AB1126'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1119 ***********************************************************************
 AB1119  DESIGNATION -  G 620
 AB1119  PID         -  AB1119
 AB1119  STATE/COUNTY-  TX/HIDALGO
 AB1119  USGS QUAD   -  ANDREA RANCH (1982)
 AB1119
 AB1119                         *CURRENT SURVEY CONTROL
 AB1119  ___________________________________________________________________
 AB1119* NAD 83(1986)-  26 44 46.     (N)    097 59 40.     (W)     SCALED    
 AB1119* NAVD 88     -        14.840  (meters)      48.69   (feet)  ADJUSTED  
 AB1119  ___________________________________________________________________
 AB1119  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AB1119  DYNAMIC HT  -          14.816 (meters)      48.61  (feet)  COMP
 AB1119  MODELED GRAV-     979,052.3   (mgal)                       NAVD 88
 AB1119
 AB1119  VERT ORDER  -  SECOND    CLASS 0
 AB1119
 AB1119.The horizontal coordinates were scaled from a topographic map and have
 AB1119.an estimated accuracy of +/- 6 seconds.
 AB1119
 AB1119.The orthometric height was determined by differential leveling
 AB1119.and adjusted by the National Geodetic Survey in June 1991..
 AB1119
 AB1119.The geoid height was determined by GEOID03.
 AB1119
 AB1119.The dynamic height is computed by dividing the NAVD 88
 AB1119.geopotential number by the normal gravity value computed on the
 AB1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1119.degrees latitude (g = 980.6199 gals.).
 AB1119
 AB1119.The modeled gravity was interpolated from observed gravity values.
 AB1119
 AB1119;                    North         East    Units  Estimated Accuracy
 AB1119;SPC TX S     - 5,119,690.      350,290.      MT  (+/- 180 meters Scaled)
 AB1119
 AB1119                          SUPERSEDED SURVEY CONTROL
 AB1119
 AB1119  NGVD 29 (??/??/92)   14.937  (m)           49.01   (f) ADJ UNCH    2 0
 AB1119
 AB1119.Superseded values are not recommended for survey control.
 AB1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1119.See file dsdata.txt to determine how the superseded data were derived.
 AB1119
 AB1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ999587(NAD 83)
 AB1119_MARKER: DB = BENCH MARK DISK
 AB1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1119_STAMPING: G 602 1942
 AB1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1119+STABILITY: SURFACE MOTION
 AB1119
 AB1119  HISTORY     - Date     Condition        Report By
 AB1119  HISTORY     - 1942     MONUMENTED       CGS
 AB1119  HISTORY     - 1954     GOOD             USGS
 AB1119
 AB1119                          STATION DESCRIPTION
 AB1119
 AB1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1119'24.8 MI SE FROM ENCINO.
 AB1119'TO REACH FROM THE POST OFFICE AT ENCINO-- PROCEED 0.4 MILE NORTH ALONG
 AB1119'U.S. HIGHWAY NO.281 TO INTERSECTION OF RANCH ROAD LEADING EAST.
 AB1119'THENCE, GO 9.7 MILES EASTERLY ALONG RANCH ROAD TO INTERSECTION OF
 AB1119'RANCH ROAD LEADING SOUTH.  THENCE, GO 14.7 MILES SOUTHERLY ALONG RANCH
 AB1119'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE
 AB1119'NORTH OF SANTA FE SCHOOL, AT AN INTERSECTION OF ROADS AND 10.0 FEET
 AB1119'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. IT
 AB1119'IS 10.0 FEET EAST OF A SMALL MESQUITE TREE AND 3.0 FEET NORTH OF A
 AB1119'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AB1119
 AB1119                          STATION RECOVERY (1954)
 AB1119
 AB1119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0357 ***********************************************************************
 AJ0357  DESIGNATION -  G 621
 AJ0357  PID         -  AJ0357
 AJ0357  STATE/COUNTY-  TX/DUVAL
 AJ0357  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0357
 AJ0357                         *CURRENT SURVEY CONTROL
 AJ0357  ___________________________________________________________________
 AJ0357* NAD 83(1986)-  27 18 31.     (N)    098 16 22.     (W)     SCALED    
 AJ0357* NAVD 88     -        70.207  (meters)     230.34   (feet)  ADJUSTED  
 AJ0357  ___________________________________________________________________
 AJ0357  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AJ0357  DYNAMIC HT  -          70.096 (meters)     229.97  (feet)  COMP
 AJ0357  MODELED GRAV-     979,066.6   (mgal)                       NAVD 88
 AJ0357
 AJ0357  VERT ORDER  -  SECOND    CLASS 0
 AJ0357
 AJ0357.The horizontal coordinates were scaled from a topographic map and have
 AJ0357.an estimated accuracy of +/- 6 seconds.
 AJ0357
 AJ0357.The orthometric height was determined by differential leveling
 AJ0357.and adjusted by the National Geodetic Survey in June 1991..
 AJ0357
 AJ0357.The geoid height was determined by GEOID03.
 AJ0357
 AJ0357.The dynamic height is computed by dividing the NAVD 88
 AJ0357.geopotential number by the normal gravity value computed on the
 AJ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0357.degrees latitude (g = 980.6199 gals.).
 AJ0357
 AJ0357.The modeled gravity was interpolated from observed gravity values.
 AJ0357
 AJ0357;                    North         East    Units  Estimated Accuracy
 AJ0357;SPC TX S     - 5,181,940.      322,490.      MT  (+/- 180 meters Scaled)
 AJ0357
 AJ0357                          SUPERSEDED SURVEY CONTROL
 AJ0357
 AJ0357  NGVD 29 (??/??/92)   70.30   (m)          230.6    (f) COMPUTED    2 0
 AJ0357
 AJ0357.Superseded values are not recommended for survey control.
 AJ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0357.See file dsdata.txt to determine how the superseded data were derived.
 AJ0357
 AJ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR719208(NAD 83)
 AJ0357_MARKER: DB = BENCH MARK DISK
 AJ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0357_STAMPING: G 621 1942
 AJ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0357+STABILITY: SURFACE MOTION
 AJ0357
 AJ0357  HISTORY     - Date     Condition        Report By
 AJ0357  HISTORY     - 1942     MONUMENTED       CGS
 AJ0357
 AJ0357                          STATION DESCRIPTION
 AJ0357
 AJ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0357'17.5 MI SW FROM PREMONT.
 AJ0357'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0357'PROCEED 0.5 MILE NORTH ALONG HE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0357'INTERSECTION OF TRACK ROAD BADING WEST.  THENCE, GO 11.0 MILES
 AJ0357'WESTERLY ALONG TRACK ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO
 AJ0357'6.0 MILES SOUTHERLY ALONG ROAD TOWARDS COPITA TO THE SITE OF BENCH
 AJ0357'MARK.  BENCH MARK IS AT INTERSECTION OF A CROSSROAD, 45.0 FEET SOUTH
 AJ0357'OF THE CENTERLINE OF THE EAST-WEST ROAD AND 27.0 FEET EAST OF THE
 AJ0357'CENTERLINE OF THE NORTH-SOUTH ROAD.  IT IS 17.0 FEET SOUTH OF A FENCE
 AJ0357'CORNER, 2.0 FEET EAST OF FENCE AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN
 AJ0357'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0379 ***********************************************************************
 AJ0379  DESIGNATION -  G 622
 AJ0379  PID         -  AJ0379
 AJ0379  STATE/COUNTY-  TX/DUVAL
 AJ0379  USGS QUAD   -  RAMIREZ (1969)
 AJ0379
 AJ0379                         *CURRENT SURVEY CONTROL
 AJ0379  ___________________________________________________________________
 AJ0379* NAD 83(1986)-  27 20 24.     (N)    098 24 41.     (W)     SCALED    
 AJ0379* NAVD 88     -       103.552  (meters)     339.74   (feet)  ADJUSTED  
 AJ0379  ___________________________________________________________________
 AJ0379  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AJ0379  DYNAMIC HT  -         103.388 (meters)     339.20  (feet)  COMP
 AJ0379  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 AJ0379
 AJ0379  VERT ORDER  -  SECOND    CLASS 0
 AJ0379
 AJ0379.The horizontal coordinates were scaled from a topographic map and have
 AJ0379.an estimated accuracy of +/- 6 seconds.
 AJ0379
 AJ0379.The orthometric height was determined by differential leveling
 AJ0379.and adjusted by the National Geodetic Survey in June 1991..
 AJ0379
 AJ0379.The geoid height was determined by GEOID03.
 AJ0379
 AJ0379.The dynamic height is computed by dividing the NAVD 88
 AJ0379.geopotential number by the normal gravity value computed on the
 AJ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0379.degrees latitude (g = 980.6199 gals.).
 AJ0379
 AJ0379.The modeled gravity was interpolated from observed gravity values.
 AJ0379
 AJ0379;                    North         East    Units  Estimated Accuracy
 AJ0379;SPC TX S     - 5,185,400.      308,770.      MT  (+/- 180 meters Scaled)
 AJ0379
 AJ0379                          SUPERSEDED SURVEY CONTROL
 AJ0379
 AJ0379  NGVD 29 (??/??/92)  103.66   (m)          340.1    (f) COMPUTED    2 0
 AJ0379
 AJ0379.Superseded values are not recommended for survey control.
 AJ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0379.See file dsdata.txt to determine how the superseded data were derived.
 AJ0379
 AJ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR582242(NAD 83)
 AJ0379_MARKER: DB = BENCH MARK DISK
 AJ0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0379_STAMPING: G 622 1942
 AJ0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0379+STABILITY: SURFACE MOTION
 AJ0379
 AJ0379  HISTORY     - Date     Condition        Report By
 AJ0379  HISTORY     - 1942     MONUMENTED       CGS
 AJ0379  HISTORY     - 1969     GOOD             USGS
 AJ0379
 AJ0379                          STATION DESCRIPTION
 AJ0379
 AJ0379'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AJ0379'0.4 MI S FROM RAMIREZ.
 AJ0379'FROM THE SCHOOL HOUSE AT RAMIREZ, SOUTH ALONG A DIRT ROAD A DISTANCE
 AJ0379'OF 0.4 MILES TO A T INTERSECTION AND THE MARK, 30 FEET EAST OF THE
 AJ0379'NORTH-SOUTH ROAD, 20 FEET NORTH OF THE EAST-WEST ROAD AND 1 FOOT WEST
 AJ0379'OF A FENCE CORNER.  STANDARD DISK, STAMPED G 622 1942 AND SET IN A
 AJ0379'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0168 ***********************************************************************
 AJ0168  DESIGNATION -  G 624
 AJ0168  PID         -  AJ0168
 AJ0168  STATE/COUNTY-  TX/JIM WELLS
 AJ0168  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0168
 AJ0168                         *CURRENT SURVEY CONTROL
 AJ0168  ___________________________________________________________________
 AJ0168* NAD 83(1986)-  27 40 09.     (N)    098 07 49.     (W)     SCALED    
 AJ0168* NAVD 88     -        66.106  (meters)     216.88   (feet)  ADJUSTED  
 AJ0168  ___________________________________________________________________
 AJ0168  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AJ0168  DYNAMIC HT  -          66.003 (meters)     216.54  (feet)  COMP
 AJ0168  MODELED GRAV-     979,090.9   (mgal)                       NAVD 88
 AJ0168
 AJ0168  VERT ORDER  -  SECOND    CLASS 0
 AJ0168
 AJ0168.The horizontal coordinates were scaled from a topographic map and have
 AJ0168.an estimated accuracy of +/- 6 seconds.
 AJ0168
 AJ0168.The orthometric height was determined by differential leveling
 AJ0168.and adjusted by the National Geodetic Survey in June 1991..
 AJ0168
 AJ0168.The geoid height was determined by GEOID03.
 AJ0168
 AJ0168.The dynamic height is computed by dividing the NAVD 88
 AJ0168.geopotential number by the normal gravity value computed on the
 AJ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0168.degrees latitude (g = 980.6199 gals.).
 AJ0168
 AJ0168.The modeled gravity was interpolated from observed gravity values.
 AJ0168
 AJ0168;                    North         East    Units  Estimated Accuracy
 AJ0168;SPC TX S     - 5,221,920.      336,480.      MT  (+/- 180 meters Scaled)
 AJ0168
 AJ0168                          SUPERSEDED SURVEY CONTROL
 AJ0168
 AJ0168  NGVD 29 (??/??/92)   66.19   (m)          217.2    (f) COMPUTED    2 0
 AJ0168
 AJ0168.Superseded values are not recommended for survey control.
 AJ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0168.See file dsdata.txt to determine how the superseded data were derived.
 AJ0168
 AJ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR857608(NAD 83)
 AJ0168_MARKER: DB = BENCH MARK DISK
 AJ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0168_STAMPING: G 624 1942
 AJ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0168+STABILITY: SURFACE MOTION
 AJ0168
 AJ0168  HISTORY     - Date     Condition        Report By
 AJ0168  HISTORY     - 1942     MONUMENTED       CGS
 AJ0168  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0168
 AJ0168                          STATION DESCRIPTION
 AJ0168
 AJ0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0168'4.7 MI NW FROM BEN BOLT.
 AJ0168'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT BEN BOLT--
 AJ0168'PROCEED 3.4 MILES WESTERLY ALONG ROAD TO INTERSECTION OF ROAD LEADING
 AJ0168'NORTH.  THENCE, GO 1.3 MILES NORTH ALONG ROAD TO THE SITE OF THE BENCH
 AJ0168'MARK.  BENCH MARK IS ABOUT 160.0 FEET NORTH OF INTERSECTION OF ROAD
 AJ0168'LEADING TO OIL WELL, 20.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS
 AJ0168'THE CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AJ0168'POST AND 2.0 FEET EAST OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AJ0168
 AJ0168                          STATION RECOVERY (1963)
 AJ0168
 AJ0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0421 ***********************************************************************
 AJ0421  DESIGNATION -  G 625
 AJ0421  PID         -  AJ0421
 AJ0421  STATE/COUNTY-  TX/BROOKS
 AJ0421  USGS QUAD   -  PALOMAS RANCH (1968)
 AJ0421
 AJ0421                         *CURRENT SURVEY CONTROL
 AJ0421  ___________________________________________________________________
 AJ0421* NAD 83(1986)-  27 09 34.     (N)    098 19 52.     (W)     SCALED    
 AJ0421* NAVD 88     -        71.119  (meters)     233.33   (feet)  ADJUSTED  
 AJ0421  ___________________________________________________________________
 AJ0421  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AJ0421  DYNAMIC HT  -          71.005 (meters)     232.96  (feet)  COMP
 AJ0421  MODELED GRAV-     979,054.3   (mgal)                       NAVD 88
 AJ0421
 AJ0421  VERT ORDER  -  SECOND    CLASS 0
 AJ0421
 AJ0421.The horizontal coordinates were scaled from a topographic map and have
 AJ0421.an estimated accuracy of +/- 6 seconds.
 AJ0421
 AJ0421.The orthometric height was determined by differential leveling
 AJ0421.and adjusted by the National Geodetic Survey in June 1991..
 AJ0421
 AJ0421.The geoid height was determined by GEOID03.
 AJ0421
 AJ0421.The dynamic height is computed by dividing the NAVD 88
 AJ0421.geopotential number by the normal gravity value computed on the
 AJ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0421.degrees latitude (g = 980.6199 gals.).
 AJ0421
 AJ0421.The modeled gravity was interpolated from observed gravity values.
 AJ0421
 AJ0421;                    North         East    Units  Estimated Accuracy
 AJ0421;SPC TX S     - 5,165,400.      316,740.      MT  (+/- 180 meters Scaled)
 AJ0421
 AJ0421                          SUPERSEDED SURVEY CONTROL
 AJ0421
 AJ0421  NGVD 29 (??/??/92)   71.196  (m)          233.58   (f) ADJ UNCH    2 0
 AJ0421
 AJ0421.Superseded values are not recommended for survey control.
 AJ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0421.See file dsdata.txt to determine how the superseded data were derived.
 AJ0421
 AJ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR662042(NAD 83)
 AJ0421_MARKER: DB = BENCH MARK DISK
 AJ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0421_STAMPING: G 625 1942
 AJ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0421+STABILITY: SURFACE MOTION
 AJ0421
 AJ0421  HISTORY     - Date     Condition        Report By
 AJ0421  HISTORY     - 1942     MONUMENTED       CGS
 AJ0421  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0421
 AJ0421                          STATION DESCRIPTION
 AJ0421
 AJ0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0421'15.0 MI SW FROM FALFURRIAS.
 AJ0421'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 0.4 MILE
 AJ0421'SOUTH ALONG STATE HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AJ0421'WEST.  THENCE, GO 2.6 MILES SOUTHWESTERLY ALONG ROAD TO INTERSECTION
 AJ0421'OF EAST-WEST ROAD.  THENCE, GO 12.0 MILES WESTERLY ALONG ROAD TO THE
 AJ0421'SITE OF THE BENCH MARK.  BENCH MARK IS 42.0 FEET EAST OF A FENCE
 AJ0421'CORNER, 24.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0421'CENTERLINE OF THE ROAD.  IT IS 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AJ0421'MARKER POST AND 1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS 0.2
 AJ0421'FOOT.
 AJ0421
 AJ0421                          STATION RECOVERY (1968)
 AJ0421
 AJ0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0402 ***********************************************************************
 AJ0402  DESIGNATION -  G 627
 AJ0402  PID         -  AJ0402
 AJ0402  STATE/COUNTY-  TX/BROOKS
 AJ0402  USGS QUAD   -  PALOMAS RANCH NW (1968)
 AJ0402
 AJ0402                         *CURRENT SURVEY CONTROL
 AJ0402  ___________________________________________________________________
 AJ0402* NAD 83(1986)-  27 08 50.     (N)    098 25 35.     (W)     SCALED    
 AJ0402* NAVD 88     -       110.936  (meters)     363.96   (feet)  ADJUSTED  
 AJ0402  ___________________________________________________________________
 AJ0402  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AJ0402  DYNAMIC HT  -         110.759 (meters)     363.38  (feet)  COMP
 AJ0402  MODELED GRAV-     979,049.1   (mgal)                       NAVD 88
 AJ0402
 AJ0402  VERT ORDER  -  SECOND    CLASS 0
 AJ0402
 AJ0402.The horizontal coordinates were scaled from a topographic map and have
 AJ0402.an estimated accuracy of +/- 6 seconds.
 AJ0402
 AJ0402.The orthometric height was determined by differential leveling
 AJ0402.and adjusted by the National Geodetic Survey in June 1991..
 AJ0402
 AJ0402.The geoid height was determined by GEOID03.
 AJ0402
 AJ0402.The dynamic height is computed by dividing the NAVD 88
 AJ0402.geopotential number by the normal gravity value computed on the
 AJ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0402.degrees latitude (g = 980.6199 gals.).
 AJ0402
 AJ0402.The modeled gravity was interpolated from observed gravity values.
 AJ0402
 AJ0402;                    North         East    Units  Estimated Accuracy
 AJ0402;SPC TX S     - 5,164,040.      307,300.      MT  (+/- 180 meters Scaled)
 AJ0402
 AJ0402                          SUPERSEDED SURVEY CONTROL
 AJ0402
 AJ0402  NGVD 29 (??/??/92)  111.006  (m)          364.19   (f) ADJ UNCH    2 0
 AJ0402
 AJ0402.Superseded values are not recommended for survey control.
 AJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0402.See file dsdata.txt to determine how the superseded data were derived.
 AJ0402
 AJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR568028(NAD 83)
 AJ0402_MARKER: DB = BENCH MARK DISK
 AJ0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0402_STAMPING: G 627 1942
 AJ0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0402+STABILITY: SURFACE MOTION
 AJ0402
 AJ0402  HISTORY     - Date     Condition        Report By
 AJ0402  HISTORY     - 1942     MONUMENTED       CGS
 AJ0402  HISTORY     - 1969     GOOD             USGS
 AJ0402
 AJ0402                          STATION DESCRIPTION
 AJ0402
 AJ0402'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AJ0402'24.6 MI SW FROM FALFURRIAS.
 AJ0402'15.6 MILES WEST ALONG STATE HIGHWAY 285 FROM THE COUNTY COURTHOUSE AT
 AJ0402'FALFURRIAS BROOKS COUNTY, THENCE 9.0 MILES SOUTH ALONG A ROAD.  1.0
 AJ0402'MILES NORTH OF THE J.O. SANDERS RANHOUSE IN 1942, 0.2 MILE NORTH OF A
 AJ0402'GATE ACROSS THE ROAD 25 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 AJ0402'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK STAMPED G
 AJ0402'627 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 AJ0402'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0127 ***********************************************************************
 AE0127  DESIGNATION -  G 628
 AE0127  PID         -  AE0127
 AE0127  STATE/COUNTY-  TX/BROOKS
 AE0127  USGS QUAD   -  TACUBAYA (1993)
 AE0127
 AE0127                         *CURRENT SURVEY CONTROL
 AE0127  ___________________________________________________________________
 AE0127* NAD 83(1986)-  26 55 08.     (N)    098 16 47.     (W)     SCALED    
 AE0127* NAVD 88     -        84.637  (meters)     277.68   (feet)  ADJUSTED  
 AE0127  ___________________________________________________________________
 AE0127  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AE0127  DYNAMIC HT  -          84.501 (meters)     277.23  (feet)  COMP
 AE0127  MODELED GRAV-     979,035.6   (mgal)                       NAVD 88
 AE0127
 AE0127  VERT ORDER  -  SECOND    CLASS 0
 AE0127
 AE0127.The horizontal coordinates were scaled from a topographic map and have
 AE0127.an estimated accuracy of +/- 6 seconds.
 AE0127
 AE0127.The orthometric height was determined by differential leveling
 AE0127.and adjusted by the National Geodetic Survey in June 1991..
 AE0127
 AE0127.The geoid height was determined by GEOID03.
 AE0127
 AE0127.The dynamic height is computed by dividing the NAVD 88
 AE0127.geopotential number by the normal gravity value computed on the
 AE0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0127.degrees latitude (g = 980.6199 gals.).
 AE0127
 AE0127.The modeled gravity was interpolated from observed gravity values.
 AE0127
 AE0127;                    North         East    Units  Estimated Accuracy
 AE0127;SPC TX S     - 5,138,760.      321,880.      MT  (+/- 180 meters Scaled)
 AE0127
 AE0127                          SUPERSEDED SURVEY CONTROL
 AE0127
 AE0127  NGVD 29 (??/??/92)   84.702  (m)          277.89   (f) ADJ UNCH    2 0
 AE0127
 AE0127.Superseded values are not recommended for survey control.
 AE0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0127.See file dsdata.txt to determine how the superseded data were derived.
 AE0127
 AE0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ715776(NAD 83)
 AE0127_MARKER: DB = BENCH MARK DISK
 AE0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0127_STAMPING: G 628 1942
 AE0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0127+STABILITY: SURFACE MOTION
 AE0127
 AE0127  HISTORY     - Date     Condition        Report By
 AE0127  HISTORY     - 1942     MONUMENTED       CGS
 AE0127  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0127
 AE0127                          STATION DESCRIPTION
 AE0127
 AE0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0127'10.0 MI W FROM RACHAL.
 AE0127'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0127'PROCEED 10.0 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0127'MARK.  BENCH MARK IS ABOUT 0.3 MILE WEST OF TWO CATTLE GUARDS ACROSS
 AE0127'THE ROAD, 30.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0127'CENTERLINE OF THE ROAD.  IT IS 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AE0127'MARKER POST AND 1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS 0.4
 AE0127'FOOT.
 AE0127
 AE0127                          STATION RECOVERY (1972)
 AE0127
 AE0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0102 ***********************************************************************
 AE0102  DESIGNATION -  G 629
 AE0102  PID         -  AE0102
 AE0102  STATE/COUNTY-  TX/BROOKS
 AE0102  USGS QUAD   -  SANTA ELENA SE (1993)
 AE0102
 AE0102                         *CURRENT SURVEY CONTROL
 AE0102  ___________________________________________________________________
 AE0102* NAD 83(1986)-  26 48 22.     (N)    098 21 51.     (W)     SCALED    
 AE0102* NAVD 88     -        68.514  (meters)     224.78   (feet)  ADJUSTED  
 AE0102  ___________________________________________________________________
 AE0102  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AE0102  DYNAMIC HT  -          68.403 (meters)     224.42  (feet)  COMP
 AE0102  MODELED GRAV-     979,028.2   (mgal)                       NAVD 88
 AE0102
 AE0102  VERT ORDER  -  SECOND    CLASS 0
 AE0102
 AE0102.The horizontal coordinates were scaled from a topographic map and have
 AE0102.an estimated accuracy of +/- 6 seconds.
 AE0102
 AE0102.The orthometric height was determined by differential leveling
 AE0102.and adjusted by the National Geodetic Survey in June 1991..
 AE0102
 AE0102.The geoid height was determined by GEOID03.
 AE0102
 AE0102.The dynamic height is computed by dividing the NAVD 88
 AE0102.geopotential number by the normal gravity value computed on the
 AE0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0102.degrees latitude (g = 980.6199 gals.).
 AE0102
 AE0102.The modeled gravity was interpolated from observed gravity values.
 AE0102
 AE0102;                    North         East    Units  Estimated Accuracy
 AE0102;SPC TX S     - 5,126,250.      313,500.      MT  (+/- 180 meters Scaled)
 AE0102
 AE0102                          SUPERSEDED SURVEY CONTROL
 AE0102
 AE0102  NGVD 29 (??/??/92)   68.582  (m)          225.01   (f) ADJ UNCH    2 0
 AE0102
 AE0102.Superseded values are not recommended for survey control.
 AE0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0102.See file dsdata.txt to determine how the superseded data were derived.
 AE0102
 AE0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ631651(NAD 83)
 AE0102_MARKER: DB = BENCH MARK DISK
 AE0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0102_STAMPING: G 629 1942
 AE0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0102+STABILITY: SURFACE MOTION
 AE0102
 AE0102  HISTORY     - Date     Condition        Report By
 AE0102  HISTORY     - 1942     MONUMENTED       CGS
 AE0102  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0102
 AE0102                          STATION DESCRIPTION
 AE0102
 AE0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0102'9.8 MI NE FROM SANTA ELENA.
 AE0102'TO REACH FROM THE SITE OF POST OFFICE AT SANTA ELENA-- PROCEED 2.5
 AE0102'MILES NORTHERLY ALONG ROAD TOWARDS ALTAVISTA TO THE INTERSECTION OF
 AE0102'ROAD LEADING EAST.  THENCE, GO 7.3 MILES EASTERLY ALONG ROAD TO THE
 AE0102'SITE OF THE BENCH MARK.  BENCH MARK IS 48.0 FEET EAST OF A LARGE
 AE0102'MESQUITE TREE, 35.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0102'CENTERLINE OF THE ROAD AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AE0102'POST.  THE MONUMENT PROJECTS 0.2 FOOT.
 AE0102
 AE0102                          STATION RECOVERY (1972)
 AE0102
 AE0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0055 ***********************************************************************
 AE0055  DESIGNATION -  G 630 RESET
 AE0055  PID         -  AE0055
 AE0055  STATE/COUNTY-  TX/HIDALGO
 AE0055  USGS QUAD   -  LA REFORMA (1993)
 AE0055
 AE0055                         *CURRENT SURVEY CONTROL
 AE0055  ___________________________________________________________________
 AE0055* NAD 83(1986)-  26 38 10.     (N)    098 20 16.     (W)     SCALED    
 AE0055* NAVD 88     -        64.13   (meters)     210.4    (feet)  RESET     
 AE0055  ___________________________________________________________________
 AE0055  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 AE0055
 AE0055  VERT ORDER  -  THIRD
 AE0055
 AE0055.The horizontal coordinates were scaled from a topographic map and have
 AE0055.an estimated accuracy of +/- 6 seconds.
 AE0055
 AE0055.The orthometric height was computed from unverified reset data.
 AE0055
 AE0055.The geoid height was determined by GEOID03.
 AE0055
 AE0055;                    North         East    Units  Estimated Accuracy
 AE0055;SPC TX S     - 5,107,420.      316,150.      MT  (+/- 180 meters Scaled)
 AE0055
 AE0055                          SUPERSEDED SURVEY CONTROL
 AE0055
 AE0055.No superseded survey control is available for this station.
 AE0055
 AE0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ659463(NAD 83)
 AE0055_MARKER: DD = SURVEY DISK
 AE0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0055_SP_SET: CONCRETE POST
 AE0055_STAMPING: G 630 RESET 1951
 AE0055_MARK LOGO: TXHD  
 AE0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0055+STABILITY: SURFACE MOTION
 AE0055
 AE0055  HISTORY     - Date     Condition        Report By
 AE0055  HISTORY     - 1951     MONUMENTED       TXHD
 AE0055  HISTORY     - 19920702 GOOD             USPSQD
 AE0055
 AE0055                          STATION DESCRIPTION
 AE0055
 AE0055'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AE0055'1.2 MI E FROM PUERTO RICO.
 AE0055'1.2 MILES EAST OF PUERTO RICO STORE IN HIDALGO COUNTY 14.1 MILES WEST
 AE0055'ALONG FARM ROAD 1017 FROM THE S. PACIFIC R.R. STATION AT LINN HIDALGO
 AE0055'COUNTY.  1.0 MILE WEST OF SAME LANE SCHOOL THE ROAD CURVES NORTH AND
 AE0055'THE MARK IS LOCATED AT A FENCE CORNER 38.0 FEET WEST OF THE CENTERLINE
 AE0055'OF THE ROAD, 127 FEET SE OF THE SE CORNER OF A SMALL CHURCH. A
 AE0055'STANDARD DISK STAMPED G 630 RESET 1951 SET IN A CONCRETE POST 0.7 FOOT
 AE0055'SQUARE EXTENDING 0.8 FEET ABOVE GROUND.
 AE0055
 AE0055                          STATION RECOVERY (1992)
 AE0055
 AE0055'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4451 ***********************************************************************
 AW4451  DESIGNATION -  G 631
 AW4451  PID         -  AW4451
 AW4451  STATE/COUNTY-  TX/MATAGORDA
 AW4451  USGS QUAD   -  VAN VLECK (1980)
 AW4451
 AW4451                         *CURRENT SURVEY CONTROL
 AW4451  ___________________________________________________________________
 AW4451* NAD 83(1986)-  29 04 07.     (N)    095 57 41.     (W)     SCALED    
 AW4451* NAVD 88     -        18.18   (+/-2cm)      59.6    (feet)  VERTCON   
 AW4451  ___________________________________________________________________
 AW4451  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW4451
 AW4451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4451
 AW4451.The horizontal coordinates were scaled from a topographic map and have
 AW4451.an estimated accuracy of +/- 6 seconds.
 AW4451
 AW4451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4451.The vertical order pertains to the NGVD 29 superseded value.
 AW4451
 AW4451.The geoid height was determined by GEOID03.
 AW4451
 AW4451;                    North         East    Units  Estimated Accuracy
 AW4451;SPC TXSC     - 4,140,750.      895,810.      MT  (+/- 180 meters Scaled)
 AW4451
 AW4451                          SUPERSEDED SURVEY CONTROL
 AW4451
 AW4451  NGVD 29 (??/??/92)   18.20   (m)           59.7    (f) COMPUTED    2 0
 AW4451
 AW4451.Superseded values are not recommended for survey control.
 AW4451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4451.See file dsdata.txt to determine how the superseded data were derived.
 AW4451
 AW4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN116192(NAD 83)
 AW4451_MARKER: DB = BENCH MARK DISK
 AW4451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4451_STAMPING: G 631 1942
 AW4451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4451+STABILITY: SURFACE MOTION
 AW4451
 AW4451  HISTORY     - Date     Condition        Report By
 AW4451  HISTORY     - 1942     MONUMENTED       CGS
 AW4451  HISTORY     - 19961119 MARK NOT FOUND   USPSQD
 AW4451
 AW4451                          STATION DESCRIPTION
 AW4451
 AW4451'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4451'0.2 MI SE FROM CHALMERS.
 AW4451'TO REACH FROM CHALMERS SWITCH SIGN POST.  PROCEED 0.2 MILE
 AW4451'SOUTHEASTERLY ALONG SANTA FE RAILROAD TRACKS TO SITE OF BENCH MARK.
 AW4451'BENCH MARK IS ABOUT 2.2 MILES SOUTHEAST OF MCCROSKEY SIGN POST, 0.2
 AW4451'MILE SOUTHEAST OF AN OIL REFINERY, 40.6 FEET EAST OF THE CENTERLINE OF
 AW4451'A ROAD, 40 FEET WEST OF THE CENTERLINE OF THE RAILROAD TRACK, 2 FEET
 AW4451'SOUTH OF A TELEGRAPH POLE, AND 2 FEET NORTH OF A 4X4-INCH WOODEN
 AW4451'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AW4451
 AW4451                          STATION RECOVERY (1996)
 AW4451
 AW4451'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0446 ***********************************************************************
 AH0446  DESIGNATION -  G 632
 AH0446  PID         -  AH0446
 AH0446  STATE/COUNTY-  TX/NUECES
 AH0446  USGS QUAD   -  PITA ISLAND (1975)
 AH0446
 AH0446                         *CURRENT SURVEY CONTROL
 AH0446  ___________________________________________________________________
 AH0446* NAD 83(1986)-  27 35 00.     (N)    097 21 05.     (W)     SCALED    
 AH0446* NAVD 88     -         5.986  (meters)      19.64   (feet)  ADJUSTED  
 AH0446  ___________________________________________________________________
 AH0446  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AH0446  DYNAMIC HT  -           5.977 (meters)      19.61  (feet)  COMP
 AH0446  MODELED GRAV-     979,121.5   (mgal)                       NAVD 88
 AH0446
 AH0446  VERT ORDER  -  SECOND    CLASS 0
 AH0446
 AH0446.The horizontal coordinates were scaled from a topographic map and have
 AH0446.an estimated accuracy of +/- 6 seconds.
 AH0446
 AH0446.The orthometric height was determined by differential leveling
 AH0446.and adjusted by the National Geodetic Survey in June 1991..
 AH0446
 AH0446.The geoid height was determined by GEOID03.
 AH0446
 AH0446.The dynamic height is computed by dividing the NAVD 88
 AH0446.geopotential number by the normal gravity value computed on the
 AH0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0446.degrees latitude (g = 980.6199 gals.).
 AH0446
 AH0446.The modeled gravity was interpolated from observed gravity values.
 AH0446
 AH0446;                    North         East    Units  Estimated Accuracy
 AH0446;SPC TX S     - 5,212,870.      413,400.      MT  (+/- 180 meters Scaled)
 AH0446
 AH0446                          SUPERSEDED SURVEY CONTROL
 AH0446
 AH0446  NGVD 29 (??/??/92)    6.129  (m)           20.11   (f) ADJ UNCH    2 0
 AH0446
 AH0446.Superseded values are not recommended for survey control.
 AH0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0446.See file dsdata.txt to determine how the superseded data were derived.
 AH0446
 AH0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR627521(NAD 83)
 AH0446_MARKER: DB = BENCH MARK DISK
 AH0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0446_STAMPING: G 632 1942
 AH0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0446+STABILITY: SURFACE MOTION
 AH0446
 AH0446  HISTORY     - Date     Condition        Report By
 AH0446  HISTORY     - 1942     MONUMENTED       CGS
 AH0446  HISTORY     - 1949     GOOD             NGS
 AH0446  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0446  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0446  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0446
 AH0446                          STATION DESCRIPTION
 AH0446
 AH0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0446'6.6 MI E FROM CHAPMAN RANCH.
 AH0446'6.6 MILES EAST ALONG CHAPMAN RANCH ROAD FROM CHAPMAN RANCH
 AH0446'HEADQUARTERS, NUECES COUNTY, THENCE 0.15 MILE SOUTH ALONG A DITCH ON
 AH0446'THE RIGHT SIDE OF A POND.  0.5 MILE NORTHWEST OF VINA WINDMILL, ON THE
 AH0446'LAURELES DIVISION OF THE KING RANCH, 200 FEET NORTHWEST OF THE POND,
 AH0446'45 FEET SOUTHWEST OF A CLUMP OF MESQUITE, AND 21 FEET NORTH OF AN OLD
 AH0446'ROAD.  A STANDARD DISK, STAMPED G 632 1942 AND SET IN THE TOP OF AN
 AH0446'8-INCH SQUARE CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0446
 AH0446                          STATION RECOVERY (1969)
 AH0446
 AH0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0446'MARK NOT FOUND.
 AH0446
 AH0446                          STATION RECOVERY (1991)
 AH0446
 AH0446'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0446'MARK NOT FOUND.
 AH0446
 AH0446                          STATION RECOVERY (2001)
 AH0446
 AH0446'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0385 ***********************************************************************
 AH0385  DESIGNATION -  G 633
 AH0385  PID         -  AH0385
 AH0385  STATE/COUNTY-  TX/NUECES
 AH0385  USGS QUAD   -  OSO CREEK NW (1975)
 AH0385
 AH0385                         *CURRENT SURVEY CONTROL
 AH0385  ___________________________________________________________________
 AH0385* NAD 83(1986)-  27 41 16.     (N)    097 29 18.     (W)     SCALED    
 AH0385* NAVD 88     -        11.008  (meters)      36.12   (feet)  ADJUSTED  
 AH0385  ___________________________________________________________________
 AH0385  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH0385  DYNAMIC HT  -          10.992 (meters)      36.06  (feet)  COMP
 AH0385  MODELED GRAV-     979,121.1   (mgal)                       NAVD 88
 AH0385
 AH0385  VERT ORDER  -  SECOND    CLASS 0
 AH0385
 AH0385.The horizontal coordinates were scaled from a topographic map and have
 AH0385.an estimated accuracy of +/- 6 seconds.
 AH0385
 AH0385.The orthometric height was determined by differential leveling
 AH0385.and adjusted by the National Geodetic Survey in June 1991..
 AH0385
 AH0385.The geoid height was determined by GEOID03.
 AH0385
 AH0385.The dynamic height is computed by dividing the NAVD 88
 AH0385.geopotential number by the normal gravity value computed on the
 AH0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0385.degrees latitude (g = 980.6199 gals.).
 AH0385
 AH0385.The modeled gravity was interpolated from observed gravity values.
 AH0385
 AH0385;                    North         East    Units  Estimated Accuracy
 AH0385;SPC TX S     - 5,224,330.      399,790.      MT  (+/- 180 meters Scaled)
 AH0385
 AH0385                          SUPERSEDED SURVEY CONTROL
 AH0385
 AH0385  NGVD 29 (??/??/92)   11.170  (m)           36.65   (f) ADJ UNCH    2 0
 AH0385
 AH0385.Superseded values are not recommended for survey control.
 AH0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0385.See file dsdata.txt to determine how the superseded data were derived.
 AH0385
 AH0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR490635(NAD 83)
 AH0385_MARKER: DB = BENCH MARK DISK
 AH0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0385_SP_SET: CULVERT
 AH0385_STAMPING: G 633
 AH0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0385
 AH0385  HISTORY     - Date     Condition        Report By
 AH0385  HISTORY     - UNK      MONUMENTED       CGS
 AH0385  HISTORY     - 1970     GOOD             USGS
 AH0385  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0385  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0385
 AH0385                          STATION DESCRIPTION
 AH0385
 AH0385'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 AH0385'15 MI E FROM DRISCOLL.
 AH0385'TO REACH BM FROM JUNCTION OF US HWY NO. 77 AND FARM ROAD NO. 665 AT
 AH0385'DRISCOLL, GO EAST ALONG FARM ROAD NO. 665, 13.3 MILES EAST TO THE
 AH0385'JUNCTION OF FARM ROAD NO. 43.  GO EAST ON FARM ROAD NO. 43 FOR 3.1
 AH0385'MILES TO A T ROAD SOUTH.  BM IS ON TOP OF THE SOUTH END OF EAST
 AH0385'HEADWALL OF A CULVERT, 12 FEET SOUTH AND 25 FEET EAST OF CENTER OF T
 AH0385'ROAD.  THIS IS 1.6 MILES WEST OF LONDON SCHOOL.
 AH0385
 AH0385                          STATION RECOVERY (1984)
 AH0385
 AH0385'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0385'MARK NOT FOUND.
 AH0385
 AH0385                          STATION RECOVERY (2001)
 AH0385
 AH0385'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0553 ***********************************************************************
 AH0553  DESIGNATION -  G 634
 AH0553  PID         -  AH0553
 AH0553  STATE/COUNTY-  TX/KLEBERG
 AH0553  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH0553
 AH0553                         *CURRENT SURVEY CONTROL
 AH0553  ___________________________________________________________________
 AH0553* NAD 83(1986)-  27 28 03.     (N)    097 41 46.     (W)     SCALED    
 AH0553* NAVD 88     -        12.465  (meters)      40.90   (feet)  ADJUSTED  
 AH0553  ___________________________________________________________________
 AH0553  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AH0553  DYNAMIC HT  -          12.446 (meters)      40.83  (feet)  COMP
 AH0553  MODELED GRAV-     979,104.9   (mgal)                       NAVD 88
 AH0553
 AH0553  VERT ORDER  -  SECOND    CLASS 0
 AH0553
 AH0553.The horizontal coordinates were scaled from a topographic map and have
 AH0553.an estimated accuracy of +/- 6 seconds.
 AH0553
 AH0553.The orthometric height was determined by differential leveling
 AH0553.and adjusted by the National Geodetic Survey in June 1991..
 AH0553
 AH0553.The geoid height was determined by GEOID03.
 AH0553
 AH0553.The dynamic height is computed by dividing the NAVD 88
 AH0553.geopotential number by the normal gravity value computed on the
 AH0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0553.degrees latitude (g = 980.6199 gals.).
 AH0553
 AH0553.The modeled gravity was interpolated from observed gravity values.
 AH0553
 AH0553;                    North         East    Units  Estimated Accuracy
 AH0553;SPC TX S     - 5,199,770.      379,450.      MT  (+/- 180 meters Scaled)
 AH0553
 AH0553                          SUPERSEDED SURVEY CONTROL
 AH0553
 AH0553  NGVD 29 (??/??/92)   12.584  (m)           41.29   (f) ADJ UNCH    2 0
 AH0553
 AH0553.Superseded values are not recommended for survey control.
 AH0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0553.See file dsdata.txt to determine how the superseded data were derived.
 AH0553
 AH0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR288388(NAD 83)
 AH0553_MARKER: DB = BENCH MARK DISK
 AH0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0553_STAMPING: G 634 1942
 AH0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0553+STABILITY: SURFACE MOTION
 AH0553
 AH0553  HISTORY     - Date     Condition        Report By
 AH0553  HISTORY     - 1942     MONUMENTED       CGS
 AH0553  HISTORY     - 1949     GOOD             NGS
 AH0553
 AH0553                          STATION DESCRIPTION
 AH0553
 AH0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0553'12.0 MI SE FROM KINGSVILLE.
 AH0553'TO REACH FROM THE HOSPITAL AT KINGSVILLE.  PROCEED 4.8 MILES EASTERLY
 AH0553'ALONG PAVED ROAD TO INTERSECTION OF A TRACK ROAD, TURN RIGHT ON TRACK
 AH0553'ROAD AND PROCEED 7.0 MILES SOUTHEASTERLY TO THE EL TELEPHONE RANCH,
 AH0553'PASS RANCH BUILDING AND CONTINUE 0.2 MILE SOUTHEASTERLY TO A GATE IN
 AH0553'NORTHWEST-SOUTHEAST FENCE AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AH0553'350.0 FEET SOUTHEAST OF A WINDMILL, ABOUT 250.0 FEET SOUTHEAST OF A
 AH0553'CORRAL FENCE, 18.0 FEET SOUTHEAST OF THE CENTER OF THE GATE, 3.0 FEET
 AH0553'NORTHWEST OF THE NORTHWEST CORNER OF A FENCE AROUND A ROW OF TAMERISK
 AH0553'TREES, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST, AND 1.0 FOOT
 AH0553'NORTHEAST OF THE FENCE.  MONUMENT PROJECTS 0.5 FOOT.
 AH0553
 AH0553                          STATION RECOVERY (1949)
 AH0553
 AH0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0587 ***********************************************************************
 AH0587  DESIGNATION -  G 635 RESET 1947
 AH0587  PID         -  AH0587
 AH0587  STATE/COUNTY-  TX/KLEBERG
 AH0587  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0587
 AH0587                         *CURRENT SURVEY CONTROL
 AH0587  ___________________________________________________________________
 AH0587* NAD 83(1986)-  27 17 33.     (N)    097 41 53.     (W)     SCALED    
 AH0587* NAVD 88     -         4.12   (meters)      13.5    (feet)  RESET     
 AH0587  ___________________________________________________________________
 AH0587  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AH0587
 AH0587  VERT ORDER  -  THIRD
 AH0587
 AH0587.The horizontal coordinates were scaled from a topographic map and have
 AH0587.an estimated accuracy of +/- 6 seconds.
 AH0587
 AH0587.The orthometric height was computed from unverified reset data.
 AH0587
 AH0587.The geoid height was determined by GEOID03.
 AH0587
 AH0587;                    North         East    Units  Estimated Accuracy
 AH0587;SPC TX S     - 5,180,380.      379,380.      MT  (+/- 180 meters Scaled)
 AH0587
 AH0587                          SUPERSEDED SURVEY CONTROL
 AH0587
 AH0587  NGVD 29 (??/??/??)    4.27   (m)           14.0    (f) RESET       3  
 AH0587
 AH0587.Superseded values are not recommended for survey control.
 AH0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0587.See file dsdata.txt to determine how the superseded data were derived.
 AH0587
 AH0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR288195(NAD 83)
 AH0587_MARKER: DB = BENCH MARK DISK
 AH0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0587_STAMPING: G 635 RESET 1947
 AH0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0587+STABILITY: SURFACE MOTION
 AH0587
 AH0587  HISTORY     - Date     Condition        Report By
 AH0587  HISTORY     - 1947     MONUMENTED       LOCENG
 AH0587  HISTORY     - 1949     GOOD             NGS
 AH0587
 AH0587                          STATION DESCRIPTION
 AH0587
 AH0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0587'7.3 MI E FROM RIVIERA.
 AH0587'STATION IS APPROX 7 MILES E OF RIVIERA.  TO REACH, GO 7.3 MILES E
 AH0587'ALONG FARM ROAD 771 (RIVIERA BEACH ROAD) FROM JUNCTION WITH U. S.
 AH0587'HIGHWAY 77 AT RIVIERA.  SOUTH ACROSS THE ROAD FROM A FARM HOUSE.  56
 AH0587'FEET S OF CENTERLINE OF ROAD AND 4 FEET E OF A WITNESS POST.  A
 AH0587'STANDARD DISK STAMPED G 635 RESET 1947 SET IN TOP OF A 6 X 6 INCH
 AH0587'CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0889 ***********************************************************************
 AH0889  DESIGNATION -  G 636
 AH0889  PID         -  AH0889
 AH0889  STATE/COUNTY-  TX/KLEBERG
 AH0889  USGS QUAD   -  LAURELES RANCH (1975)
 AH0889
 AH0889                         *CURRENT SURVEY CONTROL
 AH0889  ___________________________________________________________________
 AH0889* NAD 83(1986)-  27 31 57.     (N)    097 35 50.     (W)     SCALED    
 AH0889* NAVD 88     -         8.370  (meters)      27.46   (feet)  ADJUSTED  
 AH0889  ___________________________________________________________________
 AH0889  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 AH0889  DYNAMIC HT  -           8.357 (meters)      27.42  (feet)  COMP
 AH0889  MODELED GRAV-     979,111.7   (mgal)                       NAVD 88
 AH0889
 AH0889  VERT ORDER  -  SECOND    CLASS 0
 AH0889
 AH0889.The horizontal coordinates were scaled from a topographic map and have
 AH0889.an estimated accuracy of +/- 6 seconds.
 AH0889
 AH0889.The orthometric height was determined by differential leveling
 AH0889.and adjusted by the National Geodetic Survey in June 1991..
 AH0889
 AH0889.The geoid height was determined by GEOID03.
 AH0889
 AH0889.The dynamic height is computed by dividing the NAVD 88
 AH0889.geopotential number by the normal gravity value computed on the
 AH0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0889.degrees latitude (g = 980.6199 gals.).
 AH0889
 AH0889.The modeled gravity was interpolated from observed gravity values.
 AH0889
 AH0889;                    North         East    Units  Estimated Accuracy
 AH0889;SPC TX S     - 5,207,040.      389,170.      MT  (+/- 180 meters Scaled)
 AH0889
 AH0889                          SUPERSEDED SURVEY CONTROL
 AH0889
 AH0889  NGVD 29 (??/??/92)    8.509  (m)           27.92   (f) ADJ UNCH    2 0
 AH0889
 AH0889.Superseded values are not recommended for survey control.
 AH0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0889.See file dsdata.txt to determine how the superseded data were derived.
 AH0889
 AH0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR385462(NAD 83)
 AH0889_MARKER: DB = BENCH MARK DISK
 AH0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0889_STAMPING: G 636 1942
 AH0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0889+STABILITY: SURFACE MOTION
 AH0889
 AH0889  HISTORY     - Date     Condition        Report By
 AH0889  HISTORY     - 1942     MONUMENTED       CGS
 AH0889  HISTORY     - 1949     GOOD             NGS
 AH0889  HISTORY     - 1951     GOOD             NGS
 AH0889
 AH0889                          STATION DESCRIPTION
 AH0889
 AH0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0889'17 MI E FROM KINGSVILLE.
 AH0889'LOCATED ON THE LAURELES DIVISION OF KING RANCH, 17 MILES E OF
 AH0889'KINGSVILLE.  TO REACH FROM THE JUNCTION OF US HWY 77 AND ANGLE ROAD
 AH0889'0.4 MILE E OF THE COUNTY HOSPITAL IN KINGSVILLE, GO 1.9 MILES DUE E TO
 AH0889'T ROAD INTERSECTION, THEN WIND 1.6 MILES NE ALONG PAVED ROAD THAT
 AH0889'PARALLELS NAVY FIELD FENCE TO LOCKED GATE ENTERING KING RANCH AT SAN
 AH0889'FERNANDO CREEK, AND CONTINUE E ALONG PAVED ROAD TO BENCH MARK 5.2
 AH0889'MILES W OF THE LAURELES RANCH HEADQUARTERS.  1.1 MILES E OF AN
 AH0889'INTERMITTENT STREAM, 0.4 MILE SSW OF EL CHILTIPIN WINDMILL, 250 FT. E
 AH0889'OF TRAIL CENTERLINE, 45 FT. N OF PAVED ROAD CENTERLINE, AND 3 FT. W OF
 AH0889'A WITNESS POST.  STANDARD DISK STAMPED G 636 1942 SET IN TOP OF A 6X6
 AH0889'INCH CONCRETE MONUMENT PROJECTING 0.5 FT.
 AH0889
 AH0889                          STATION RECOVERY (1951)
 AH0889
 AH0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AH0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0617 ***********************************************************************
 AH0617  DESIGNATION -  G 637
 AH0617  PID         -  AH0617
 AH0617  STATE/COUNTY-  TX/KENEDY
 AH0617  USGS QUAD   -  LA PARRA RANCH (1975)
 AH0617
 AH0617                         *CURRENT SURVEY CONTROL
 AH0617  ___________________________________________________________________
 AH0617* NAD 83(1986)-  27 11 57.     (N)    097 38 16.     (W)     SCALED    
 AH0617* NAVD 88     -         2.252  (meters)       7.39   (feet)  ADJUSTED  
 AH0617  ___________________________________________________________________
 AH0617  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AH0617  DYNAMIC HT  -           2.249 (meters)       7.38  (feet)  COMP
 AH0617  MODELED GRAV-     979,100.0   (mgal)                       NAVD 88
 AH0617
 AH0617  VERT ORDER  -  SECOND    CLASS 0
 AH0617
 AH0617.The horizontal coordinates were scaled from a topographic map and have
 AH0617.an estimated accuracy of +/- 6 seconds.
 AH0617
 AH0617.The orthometric height was determined by differential leveling
 AH0617.and adjusted by the National Geodetic Survey in June 1991..
 AH0617
 AH0617.The geoid height was determined by GEOID03.
 AH0617
 AH0617.The dynamic height is computed by dividing the NAVD 88
 AH0617.geopotential number by the normal gravity value computed on the
 AH0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0617.degrees latitude (g = 980.6199 gals.).
 AH0617
 AH0617.The modeled gravity was interpolated from observed gravity values.
 AH0617
 AH0617;                    North         East    Units  Estimated Accuracy
 AH0617;SPC TX S     - 5,170,080.      385,420.      MT  (+/- 180 meters Scaled)
 AH0617
 AH0617                          SUPERSEDED SURVEY CONTROL
 AH0617
 AH0617  NGVD 29 (??/??/92)    2.340  (m)            7.68   (f) ADJ UNCH    2 0
 AH0617
 AH0617.Superseded values are not recommended for survey control.
 AH0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0617.See file dsdata.txt to determine how the superseded data were derived.
 AH0617
 AH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR349092(NAD 83)
 AH0617_MARKER: DB = BENCH MARK DISK
 AH0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0617_STAMPING: G 637 1942
 AH0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0617+STABILITY: SURFACE MOTION
 AH0617
 AH0617  HISTORY     - Date     Condition        Report By
 AH0617  HISTORY     - 1942     MONUMENTED       CGS
 AH0617  HISTORY     - 1949     GOOD             NGS
 AH0617
 AH0617                          STATION DESCRIPTION
 AH0617
 AH0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0617'9.4 MI E FROM SARITA.
 AH0617'LOCATED ON KENEDY RANCH 9.4 MILES E OF SARITA.  TO REACH FROM POST
 AH0617'OFFICE IN SARITA, PROCEED E ON DIRT ROAD FOR 5.8 MILES THROUGH LOCKED
 AH0617'GATE TO A Y, TAKE LEFT FORK AND GO 0.8 MILE NE TO ANOTHER Y, TAKE
 AH0617'RIGHT FORK AND GO 0.35 MILE E TO ROAD INTERSECTION, TURN RIGHT AND
 AH0617'FOLLOW ROAD 1.05 MILE SE TO 3RD GATE, TURN LEFT AND FOLLOW ROAD SE FOR
 AH0617'1.9 MILES TO GATE, TURN LEFT AND FOLLOW ROAD E ALONG FENCE 0.3 MILE TO
 AH0617'CURVE, BEAR RIGHT AND CONTINUE SE ALONG ROAD 0.5 MILE TO BENCH MARK
 AH0617'SITE.  BENCH MARK IS AT E END OF OPEN FLAT, 15 FT. S OF THE CENTERLINE
 AH0617'OF THE ROAD, ABOUT 100 FT W OF A CURVE, 3 FT. E OF A WITNESS POST AND
 AH0617'BETWEEN 2 MESQUITE TREES ABOUT 100 FT. APART.  A STANDARD DISK STAMPED
 AH0617'G 637 1942 IN TOP OF A 6X6 INCH CONCRETE MONUMENT PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1012 ***********************************************************************
 AB1012  DESIGNATION -  G 638
 AB1012  PID         -  AB1012
 AB1012  STATE/COUNTY-  TX/KENEDY
 AB1012  USGS QUAD   -  SAN PEDRO RANCH (1975)
 AB1012
 AB1012                         *CURRENT SURVEY CONTROL
 AB1012  ___________________________________________________________________
 AB1012* NAD 83(1986)-  26 56 37.     (N)    097 39 45.     (W)     SCALED    
 AB1012* NAVD 88     -         7.126  (meters)      23.38   (feet)  ADJUSTED  
 AB1012  ___________________________________________________________________
 AB1012  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AB1012  DYNAMIC HT  -           7.115 (meters)      23.34  (feet)  COMP
 AB1012  MODELED GRAV-     979,085.6   (mgal)                       NAVD 88
 AB1012
 AB1012  VERT ORDER  -  SECOND    CLASS 0
 AB1012
 AB1012.The horizontal coordinates were scaled from a topographic map and have
 AB1012.an estimated accuracy of +/- 6 seconds.
 AB1012
 AB1012.The orthometric height was determined by differential leveling
 AB1012.and adjusted by the National Geodetic Survey in June 1991..
 AB1012
 AB1012.The geoid height was determined by GEOID03.
 AB1012
 AB1012.The dynamic height is computed by dividing the NAVD 88
 AB1012.geopotential number by the normal gravity value computed on the
 AB1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1012.degrees latitude (g = 980.6199 gals.).
 AB1012
 AB1012.The modeled gravity was interpolated from observed gravity values.
 AB1012
 AB1012;                    North         East    Units  Estimated Accuracy
 AB1012;SPC TX S     - 5,141,750.      383,160.      MT  (+/- 180 meters Scaled)
 AB1012
 AB1012                          SUPERSEDED SURVEY CONTROL
 AB1012
 AB1012  NGVD 29 (??/??/92)    7.20   (m)           23.6    (f) COMPUTED    2 0
 AB1012
 AB1012.Superseded values are not recommended for survey control.
 AB1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1012.See file dsdata.txt to determine how the superseded data were derived.
 AB1012
 AB1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ327808(NAD 83)
 AB1012_MARKER: DB = BENCH MARK DISK
 AB1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1012_STAMPING: G-638 1942
 AB1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1012+STABILITY: SURFACE MOTION
 AB1012
 AB1012  HISTORY     - Date     Condition        Report By
 AB1012  HISTORY     - 1942     MONUMENTED       CGS
 AB1012
 AB1012                          STATION DESCRIPTION
 AB1012
 AB1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1012'10.0 MI SE FROM TURCOTTE.
 AB1012'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT TURCOTTE--
 AB1012'PROCEED 0.2 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 96 TO GRADED
 AB1012'CROSSROAD.  TURN EAST INTO GRADED ROAD AND GO 9.8 MILES TO SITE OF
 AB1012'BENCH MARK.  BENCH MARK IS ON TOP OF A SMALL RIGE 0.7 MILE SOUTHWEST
 AB1012'OF THE SAN PEDRO RANCH.  30.0 FEET NORTH OF A SMALL OAK TREE, 30.0
 AB1012'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AB1012'ROAD.  3.0 FEET EAST OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT
 AB1012'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1063 ***********************************************************************
 AW1063  DESIGNATION -  G 639
 AW1063  PID         -  AW1063
 AW1063  STATE/COUNTY-  TX/GALVESTON
 AW1063  USGS QUAD   -  DICKINSON (1997)
 AW1063
 AW1063                         *CURRENT SURVEY CONTROL
 AW1063  ___________________________________________________________________
 AW1063* NAD 83(1986)-  29 25 30.     (N)    095 00 45.     (W)     SCALED    
 AW1063* NAVD 88     -         4.980  (meters)      16.34   (feet)  ADJUSTED  
 AW1063  ___________________________________________________________________
 AW1063  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW1063  DYNAMIC HT  -           4.974 (meters)      16.32  (feet)  COMP
 AW1063  MODELED GRAV-     979,268.8   (mgal)                       NAVD 88
 AW1063  OBS GRAVITY -     979,267.5   (mgal)                       GRAV_OBS
 AW1063
 AW1063  VERT ORDER  -  FIRST     CLASS II
 AW1063
 AW1063.The horizontal coordinates were scaled from a topographic map and have
 AW1063.an estimated accuracy of +/- 6 seconds.
 AW1063
 AW1063.The orthometric height was determined by differential leveling
 AW1063.and adjusted by the National Geodetic Survey in March 1997..
 AW1063
 AW1063.The geoid height was determined by GEOID03.
 AW1063
 AW1063.The dynamic height is computed by dividing the NAVD 88
 AW1063.geopotential number by the normal gravity value computed on the
 AW1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1063.degrees latitude (g = 980.6199 gals.).
 AW1063
 AW1063.The modeled gravity was interpolated from observed gravity values.
 AW1063.The observed gravity was obtained from relative gravimeter ties
 AW1063.to the IGSN71 gravity network.
 AW1063
 AW1063;                    North         East    Units  Estimated Accuracy
 AW1063;SPC TXSC     - 4,182,990.      986,810.      MT  (+/- 180 meters Scaled)
 AW1063
 AW1063                          SUPERSEDED SURVEY CONTROL
 AW1063
 AW1063  NAVD 88 (06/15/91)    5.042  (m)           16.54   (f) UNKNOWN     1 1
 AW1063  NGVD 29 (12/23/87)    5.039  (m)           16.53   (f) ADJUSTED    1 1
 AW1063
 AW1063.Superseded values are not recommended for survey control.
 AW1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1063.See file dsdata.txt to determine how the superseded data were derived.
 AW1063
 AW1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN047567(NAD 83)
 AW1063_MARKER: DB = BENCH MARK DISK
 AW1063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1063_SP_SET: CULVERT WINGWWALL
 AW1063_STAMPING: G 639 1942
 AW1063_MARK LOGO: CGS   
 AW1063_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1063+STABILITY: SURFACE MOTION
 AW1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1063+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW1063
 AW1063  HISTORY     - Date     Condition        Report By
 AW1063  HISTORY     - 1942     MONUMENTED       CGS
 AW1063  HISTORY     - 1973     GOOD             NGS
 AW1063  HISTORY     - 1976     GOOD             NGS
 AW1063  HISTORY     - 1976     GOOD             NGS
 AW1063  HISTORY     - 1978     GOOD             NGS
 AW1063  HISTORY     - 1983     GOOD             NGS
 AW1063  HISTORY     - 1987     GOOD             USPSQD
 AW1063  HISTORY     - 1987     GOOD             NGS
 AW1063  HISTORY     - 1989     GOOD             USPSQD
 AW1063  HISTORY     - 1989     GOOD             USPSQD
 AW1063  HISTORY     - 1989     GOOD             USPSQD
 AW1063  HISTORY     - 1989     GOOD             USPSQD
 AW1063  HISTORY     - 1989     GOOD             USPSQD
 AW1063  HISTORY     - 1989     GOOD             USPSQD
 AW1063  HISTORY     - 1989     GOOD             USPSQD
 AW1063  HISTORY     - 1991     GOOD             USPSQD
 AW1063  HISTORY     - 19940423 GOOD             USPSQD
 AW1063  HISTORY     - 19961203 GOOD             NGS
 AW1063  HISTORY     - 20030530 GOOD             USPSQD
 AW1063  HISTORY     - 20040628 GOOD             USPSQD
 AW1063  HISTORY     - 20050629 GOOD             USPSQD
 AW1063
 AW1063                          STATION DESCRIPTION
 AW1063
 AW1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1063'3.5 MI SE FROM DICKINSON.
 AW1063'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF FARM
 AW1063'ROAD 517 AT DICKINSON, IN THE TOP OF THE NORTH WING WALL AT THE
 AW1063'NORTHWEST END OF A BRIDGE, 1.7 FEET SOUTH OF THE NORTH END OF THE WING
 AW1063'WALL, 16.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 58.5 FEET
 AW1063'SOUTHWEST OF THE SOUTHWEST RIAL, AND ABOUT 0.5 FOOT HIGHER THAN THE
 AW1063'HIGHWAY.
 AW1063
 AW1063                          STATION RECOVERY (1976)
 AW1063
 AW1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1976)
 AW1063
 AW1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1978)
 AW1063
 AW1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1983)
 AW1063
 AW1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1987)
 AW1063
 AW1063'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1987)
 AW1063
 AW1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1989)
 AW1063
 AW1063'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1989)
 AW1063
 AW1063'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1989)
 AW1063
 AW1063'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1989)
 AW1063
 AW1063'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1989)
 AW1063
 AW1063'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1989)
 AW1063
 AW1063'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1989)
 AW1063
 AW1063'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1991)
 AW1063
 AW1063'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1994)
 AW1063
 AW1063'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (1996)
 AW1063
 AW1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1063'5.6 KM (3.45 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW1063'OF STATE HIGHWAY 517 IN DICKINSON, IN TOP OF AND 2.2 M (7.2 FT)
 AW1063'SOUTHWEST OF THE NORTHEAST END OF THE NORTH CONCRETE WINGWALL OF A
 AW1063'CULVERT UNDER THE HIGHWAY, 4.9 M (16.1 FT) NORTHEAST OF AND LEVEL WITH
 AW1063'THE HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) EAST OF THE NORTHWEST END
 AW1063'OF THE HEADWALL.
 AW1063
 AW1063                          STATION RECOVERY (2003)
 AW1063
 AW1063'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (2004)
 AW1063
 AW1063'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1063'RECOVERED IN GOOD CONDITION.
 AW1063
 AW1063                          STATION RECOVERY (2005)
 AW1063
 AW1063'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1063'GO TO N29 25 28.4  W095 00 44.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0006 ***********************************************************************
 AP0006  DESIGNATION -  G 64
 AP0006  PID         -  AP0006
 AP0006  STATE/COUNTY-  TX/ZAVALA
 AP0006  USGS QUAD   -  COMETA (1974)
 AP0006
 AP0006                         *CURRENT SURVEY CONTROL
 AP0006  ___________________________________________________________________
 AP0006* NAD 83(1986)-  28 40 05.     (N)    100 00 24.     (W)     SCALED    
 AP0006* NAVD 88     -       188.276  (meters)     617.70   (feet)  POSTED    
 AP0006  ___________________________________________________________________
 AP0006  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AP0006  DYNAMIC HT  -         188.000 (meters)     616.80  (feet)  COMP
 AP0006  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 AP0006
 AP0006  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AP0006
 AP0006.The horizontal coordinates were scaled from a topographic map and have
 AP0006.an estimated accuracy of +/- 6 seconds.
 AP0006
 AP0006.The orthometric height was determined by differential leveling
 AP0006.and adjusted by the National Geodetic Survey in 1992..
 AP0006.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AP0006.rate of 3.1 thru 4.0 mm/km.
 AP0006
 AP0006.The geoid height was determined by GEOID03.
 AP0006
 AP0006.The dynamic height is computed by dividing the NAVD 88
 AP0006.geopotential number by the normal gravity value computed on the
 AP0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0006.degrees latitude (g = 980.6199 gals.).
 AP0006
 AP0006.The modeled gravity was interpolated from observed gravity values.
 AP0006
 AP0006;                    North         East    Units  Estimated Accuracy
 AP0006;SPC TXSC     - 4,092,940.      501,610.      MT  (+/- 180 meters Scaled)
 AP0006
 AP0006                          SUPERSEDED SURVEY CONTROL
 AP0006
 AP0006.No superseded survey control is available for this station.
 AP0006
 AP0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS016716(NAD 83)
 AP0006_MARKER: DB = BENCH MARK DISK
 AP0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0006_STAMPING: G 64 1919
 AP0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0006+STABILITY: SURFACE MOTION
 AP0006
 AP0006  HISTORY     - Date     Condition        Report By
 AP0006  HISTORY     - 1919     MONUMENTED       CGS
 AP0006  HISTORY     - 1957     MARK NOT FOUND   NGS
 AP0006
 AP0006                          STATION DESCRIPTION
 AP0006
 AP0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0006'0.6 MI S FROM COMETA.
 AP0006'ABOUT 0.6 MILE SOUTH OF COMETA, ZAVALLA CO, IN THE CORNER OF THE FENCE
 AP0006'ABOUT 13 FEET WEST OF THE INTERSECTION OF THE OLD EAGLE PASS-CARRIZO
 AP0006'SPRINGS ROAD AND THE COMETA-CRYSTAL CITY ROAD.  A STANDARD DISK,
 AP0006'STAMPED G 64 1919, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3820 ***********************************************************************
 AW3820  DESIGNATION -  G 640 RESET
 AW3820  PID         -  AW3820
 AW3820  STATE/COUNTY-  TX/HARRIS
 AW3820  USGS QUAD   -  LA PORTE (1982)
 AW3820
 AW3820                         *CURRENT SURVEY CONTROL
 AW3820  ___________________________________________________________________
 AW3820* NAD 83(1986)-  29 39 55.     (N)    095 01 59.     (W)     SCALED    
 AW3820* NAVD 88     -         6.66   (+/-2cm)      21.9    (feet)  VERTCON   
 AW3820  ___________________________________________________________________
 AW3820  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW3820
 AW3820  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3820
 AW3820.The horizontal coordinates were scaled from a topographic map and have
 AW3820.an estimated accuracy of +/- 6 seconds.
 AW3820
 AW3820.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3820.The vertical order pertains to the NGVD 29 superseded value.
 AW3820
 AW3820.The geoid height was determined by GEOID03.
 AW3820
 AW3820;                    North         East    Units  Estimated Accuracy
 AW3820;SPC TXSC     - 4,209,540.      983,910.      MT  (+/- 180 meters Scaled)
 AW3820
 AW3820                          SUPERSEDED SURVEY CONTROL
 AW3820
 AW3820  NGVD 29 (??/??/92)    6.660  (m)           21.85   (f) ADJ UNCH    1 2
 AW3820
 AW3820.Superseded values are not recommended for survey control.
 AW3820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3820.See file dsdata.txt to determine how the superseded data were derived.
 AW3820
 AW3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN032834(NAD 83)
 AW3820_MARKER: DB = BENCH MARK DISK
 AW3820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3820_SP_SET: CURB
 AW3820_STAMPING: G 640 1942 RESET 1960
 AW3820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3820
 AW3820  HISTORY     - Date     Condition        Report By
 AW3820  HISTORY     - 1960     MONUMENTED       CGS
 AW3820  HISTORY     - 1964     MARK NOT FOUND   USPSQD
 AW3820  HISTORY     - 1964     GOOD             NGS
 AW3820  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3820  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3820  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3820  HISTORY     - 19880202 MARK NOT FOUND   LOCENG
 AW3820  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3820  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3820  HISTORY     - 19910202 MARK NOT FOUND   USPSQD
 AW3820  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW3820
 AW3820                          STATION DESCRIPTION
 AW3820
 AW3820'DESCRIBED BY US POWER SQUADRON 1964 (HCM)
 AW3820'MARK NOT FOUND.
 AW3820
 AW3820                          STATION RECOVERY (1964)
 AW3820
 AW3820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3820'1.35 MI NW FROM LA PORTE.
 AW3820'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW3820'ELEMENTARY SCHOOL AT LA PORTE, THENCE 0.2 MILE WEST ALONG THE SPENCER
 AW3820'HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AW3820'TOP OF THE EAST END OF THE NORTH CONCRETE CURBING OF A BRIDGE, AND
 AW3820'ABOUT 8 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 AW3820
 AW3820                          STATION RECOVERY (1988)
 AW3820
 AW3820'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW3820'MARK NOT FOUND.
 AW3820
 AW3820                          STATION RECOVERY (1988)
 AW3820
 AW3820'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW3820'MARK NOT FOUND.
 AW3820
 AW3820                          STATION RECOVERY (1988)
 AW3820
 AW3820'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW3820'MARK NOT FOUND.
 AW3820
 AW3820                          STATION RECOVERY (1988)
 AW3820
 AW3820'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 AW3820'MARK NOT FOUND.
 AW3820
 AW3820                          STATION RECOVERY (1989)
 AW3820
 AW3820'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW3820'MARK NOT FOUND.
 AW3820
 AW3820                          STATION RECOVERY (1990)
 AW3820
 AW3820'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW3820'MARK NOT FOUND.
 AW3820
 AW3820                          STATION RECOVERY (1991)
 AW3820
 AW3820'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW3820'MARK NOT FOUND.
 AW3820
 AW3820                          STATION RECOVERY (1994)
 AW3820
 AW3820'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0166 ***********************************************************************
 AE0166  DESIGNATION -  G 641
 AE0166  PID         -  AE0166
 AE0166  STATE/COUNTY-  TX/HIDALGO
 AE0166  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0166
 AE0166                         *CURRENT SURVEY CONTROL
 AE0166  ___________________________________________________________________
 AE0166* NAD 83(1986)-  26 31 51.     (N)    098 19 26.     (W)     SCALED    
 AE0166* NAVD 88     -        67.614  (meters)     221.83   (feet)  ADJUSTED  
 AE0166  ___________________________________________________________________
 AE0166  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AE0166  DYNAMIC HT  -          67.504 (meters)     221.47  (feet)  COMP
 AE0166  MODELED GRAV-     979,018.9   (mgal)                       NAVD 88
 AE0166
 AE0166  VERT ORDER  -  SECOND    CLASS 0
 AE0166
 AE0166.The horizontal coordinates were scaled from a topographic map and have
 AE0166.an estimated accuracy of +/- 6 seconds.
 AE0166
 AE0166.The orthometric height was determined by differential leveling
 AE0166.and adjusted by the National Geodetic Survey in June 1991..
 AE0166
 AE0166.The geoid height was determined by GEOID03.
 AE0166
 AE0166.The dynamic height is computed by dividing the NAVD 88
 AE0166.geopotential number by the normal gravity value computed on the
 AE0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0166.degrees latitude (g = 980.6199 gals.).
 AE0166
 AE0166.The modeled gravity was interpolated from observed gravity values.
 AE0166
 AE0166;                    North         East    Units  Estimated Accuracy
 AE0166;SPC TX S     - 5,095,760.      317,550.      MT  (+/- 180 meters Scaled)
 AE0166
 AE0166                          SUPERSEDED SURVEY CONTROL
 AE0166
 AE0166  NGVD 29 (??/??/92)   67.704  (m)          222.13   (f) ADJ UNCH    2 0
 AE0166
 AE0166.Superseded values are not recommended for survey control.
 AE0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0166.See file dsdata.txt to determine how the superseded data were derived.
 AE0166
 AE0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ673346(NAD 83)
 AE0166_MARKER: DB = BENCH MARK DISK
 AE0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0166_STAMPING: G 641 1942
 AE0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0166+STABILITY: SURFACE MOTION
 AE0166
 AE0166  HISTORY     - Date     Condition        Report By
 AE0166  HISTORY     - 1942     MONUMENTED       CGS
 AE0166  HISTORY     - 1972     POOR             USGS
 AE0166
 AE0166                          STATION DESCRIPTION
 AE0166
 AE0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0166'7.6 MI NE FROM MCCOOK.
 AE0166'TO TEACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 3.9 MILES EASTERLY
 AE0166'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING NORTH.  THENCE, GO 3.7
 AE0166'MILES NORTHERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AE0166'IS ABOUT 0.2 MILE SOUTH OF INTERSECTION OF LANE LEADING EAST THROUGH
 AE0166'WOODEN GATE, 20.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AE0166'OF THE ROAD.  IT IS ON THE OUTSIDE OF A CURVE, 2.0 FEET NORTH OF A
 AE0166'4X4-INCH WOODEN MARKER POST AND 2.0 FEET EAST OF FENCE. THE MONUMENT
 AE0166'PROJECTS 0.3 FOOT.
 AE0166
 AE0166                          STATION RECOVERY (1972)
 AE0166
 AE0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0166'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0144 ***********************************************************************
 AE0144  DESIGNATION -  G 642
 AE0144  PID         -  AE0144
 AE0144  STATE/COUNTY-  TX/HIDALGO
 AE0144  USGS QUAD   -  LINN NW (1982)
 AE0144
 AE0144                         *CURRENT SURVEY CONTROL
 AE0144  ___________________________________________________________________
 AE0144* NAD 83(1986)-  26 41 40.     (N)    098 09 41.     (W)     SCALED    
 AE0144* NAVD 88     -        32.261  (meters)     105.84   (feet)  ADJUSTED  
 AE0144  ___________________________________________________________________
 AE0144  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AE0144  DYNAMIC HT  -          32.209 (meters)     105.67  (feet)  COMP
 AE0144  MODELED GRAV-     979,040.6   (mgal)                       NAVD 88
 AE0144
 AE0144  VERT ORDER  -  SECOND    CLASS 0
 AE0144
 AE0144.The horizontal coordinates were scaled from a topographic map and have
 AE0144.an estimated accuracy of +/- 6 seconds.
 AE0144
 AE0144.The orthometric height was determined by differential leveling
 AE0144.and adjusted by the National Geodetic Survey in June 1991..
 AE0144
 AE0144.The geoid height was determined by GEOID03.
 AE0144
 AE0144.The dynamic height is computed by dividing the NAVD 88
 AE0144.geopotential number by the normal gravity value computed on the
 AE0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0144.degrees latitude (g = 980.6199 gals.).
 AE0144
 AE0144.The modeled gravity was interpolated from observed gravity values.
 AE0144
 AE0144;                    North         East    Units  Estimated Accuracy
 AE0144;SPC TX S     - 5,113,920.      333,700.      MT  (+/- 180 meters Scaled)
 AE0144
 AE0144                          SUPERSEDED SURVEY CONTROL
 AE0144
 AE0144  NGVD 29 (??/??/92)   32.367  (m)          106.19   (f) ADJ UNCH    2 0
 AE0144
 AE0144.Superseded values are not recommended for survey control.
 AE0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0144.See file dsdata.txt to determine how the superseded data were derived.
 AE0144
 AE0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ834528(NAD 83)
 AE0144_MARKER: DB = BENCH MARK DISK
 AE0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0144_STAMPING: G 642 1942
 AE0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0144+STABILITY: SURFACE MOTION
 AE0144
 AE0144  HISTORY     - Date     Condition        Report By
 AE0144  HISTORY     - 1942     MONUMENTED       CGS
 AE0144
 AE0144                          STATION DESCRIPTION
 AE0144
 AE0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0144'1.0 MI W FROM DIX.
 AE0144'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT DIX-- PROCEED
 AE0144'1.0 MILE WEST ALONG TRACK ROAD TOWARD CIPRES TO THE SITE OF THE BENCH
 AE0144'MARK.  BENCH MARK IS AT POINT WHERE POWERLINE CROSSES ROAD, 48.0 FEET
 AE0144'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AE0144'IT IS 15.0 FEET WEST OF THE CENTER OF WOODEN GATE IN FENCE, 3.0 FEET
 AE0144'EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF FENCE. THE
 AE0144'MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0993 ***********************************************************************
 AE0993  DESIGNATION -  G 643
 AE0993  PID         -  AE0993
 AE0993  STATE/COUNTY-  TX/STARR
 AE0993  USGS QUAD   -  LA GLORIA SW (1993)
 AE0993
 AE0993                         *CURRENT SURVEY CONTROL
 AE0993  ___________________________________________________________________
 AE0993* NAD 83(1986)-  26 33 23.     (N)    098 38 08.     (W)     SCALED    
 AE0993* NAVD 88     -       127.093  (meters)     416.97   (feet)  ADJUSTED  
 AE0993  ___________________________________________________________________
 AE0993  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE0993  DYNAMIC HT  -         126.883 (meters)     416.28  (feet)  COMP
 AE0993  MODELED GRAV-     978,991.9   (mgal)                       NAVD 88
 AE0993
 AE0993  VERT ORDER  -  SECOND    CLASS 0
 AE0993
 AE0993.The horizontal coordinates were scaled from a topographic map and have
 AE0993.an estimated accuracy of +/- 6 seconds.
 AE0993
 AE0993.The orthometric height was determined by differential leveling
 AE0993.and adjusted by the National Geodetic Survey in June 1991..
 AE0993
 AE0993.The geoid height was determined by GEOID03.
 AE0993
 AE0993.The dynamic height is computed by dividing the NAVD 88
 AE0993.geopotential number by the normal gravity value computed on the
 AE0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0993.degrees latitude (g = 980.6199 gals.).
 AE0993
 AE0993.The modeled gravity was interpolated from observed gravity values.
 AE0993
 AE0993;                    North         East    Units  Estimated Accuracy
 AE0993;SPC TX S     - 5,098,580.      286,490.      MT  (+/- 180 meters Scaled)
 AE0993
 AE0993                          SUPERSEDED SURVEY CONTROL
 AE0993
 AE0993  NGVD 29 (??/??/92)  127.155  (m)          417.17   (f) ADJ UNCH    2 0
 AE0993
 AE0993.Superseded values are not recommended for survey control.
 AE0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0993.See file dsdata.txt to determine how the superseded data were derived.
 AE0993
 AE0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ362373(NAD 83)
 AE0993_MARKER: DB = BENCH MARK DISK
 AE0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0993_STAMPING: G 643 1942
 AE0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0993+STABILITY: SURFACE MOTION
 AE0993
 AE0993  HISTORY     - Date     Condition        Report By
 AE0993  HISTORY     - 1942     MONUMENTED       CGS
 AE0993  HISTORY     - 1942     GOOD             NGS
 AE0993
 AE0993                          STATION DESCRIPTION
 AE0993
 AE0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0993'17.9 MI NE FROM RIO GRANDE CITY.
 AE0993'TO REACH FROM THE POST OFFICE AT RIO GRANDE CITY, PROCEED 16.4 MILES
 AE0993'NORTH ALONG THE HEBBRONVILLE ROAD TO THE INTERSECTION OF A DIRT ROAD
 AE0993'LEADING EAST, THENCE 1.5 MILE EAST ALONG DIRT ROAD TO SITE OF BENCH
 AE0993'MARK.  BENCH MARK IS 25.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION
 AE0993'AS THE CENTERLINE OF ROAD, 15.0 FEET EAST OF THE CENTERLINE OF A GATE.
 AE0993'IT IS 1.0 FOOT SOUTH OF A FENCE.  MONUMENT IS 3.0 FEET WEST OF A 4X4
 AE0993'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0703 ***********************************************************************
 AE0703  DESIGNATION -  G 644
 AE0703  PID         -  AE0703
 AE0703  STATE/COUNTY-  TX/STARR
 AE0703  USGS QUAD   -  CAMP GARCIA (1980)
 AE0703
 AE0703                         *CURRENT SURVEY CONTROL
 AE0703  ___________________________________________________________________
 AE0703* NAD 83(1986)-  26 23 44.     (N)    098 33 39.     (W)     SCALED    
 AE0703* NAVD 88     -       102.575  (meters)     336.53   (feet)  ADJUSTED  
 AE0703  ___________________________________________________________________
 AE0703  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AE0703  DYNAMIC HT  -         102.405 (meters)     335.97  (feet)  COMP
 AE0703  MODELED GRAV-     978,994.1   (mgal)                       NAVD 88
 AE0703
 AE0703  VERT ORDER  -  SECOND    CLASS 0
 AE0703
 AE0703.The horizontal coordinates were scaled from a topographic map and have
 AE0703.an estimated accuracy of +/- 6 seconds.
 AE0703
 AE0703.The orthometric height was determined by differential leveling
 AE0703.and adjusted by the National Geodetic Survey in June 1991..
 AE0703
 AE0703.The geoid height was determined by GEOID03.
 AE0703
 AE0703.The dynamic height is computed by dividing the NAVD 88
 AE0703.geopotential number by the normal gravity value computed on the
 AE0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0703.degrees latitude (g = 980.6199 gals.).
 AE0703
 AE0703.The modeled gravity was interpolated from observed gravity values.
 AE0703
 AE0703;                    North         East    Units  Estimated Accuracy
 AE0703;SPC TX S     - 5,080,760.      293,930.      MT  (+/- 180 meters Scaled)
 AE0703
 AE0703                          SUPERSEDED SURVEY CONTROL
 AE0703
 AE0703  NGVD 29 (??/??/92)  102.650  (m)          336.78   (f) ADJ UNCH    2 0
 AE0703
 AE0703.Superseded values are not recommended for survey control.
 AE0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0703.See file dsdata.txt to determine how the superseded data were derived.
 AE0703
 AE0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ438195(NAD 83)
 AE0703_MARKER: DB = BENCH MARK DISK
 AE0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0703_STAMPING: G 644 1942
 AE0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0703+STABILITY: SURFACE MOTION
 AE0703
 AE0703  HISTORY     - Date     Condition        Report By
 AE0703  HISTORY     - 1942     MONUMENTED       CGS
 AE0703
 AE0703                          STATION DESCRIPTION
 AE0703
 AE0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0703'9.1 MI N FROM SULLIVAN CITY.
 AE0703'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.3 MILES
 AE0703'WESTERLY ALONG U.S. HIGHWAY NO. 83 TO INTERSECTION OF ROAD LEADING
 AE0703'NORTH. THENCE, GO 7.8 MILES NORTHERLY ALONG DIRT ROAD TO THE SITE OF
 AE0703'THE BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTH OF THE
 AE0703'INTERSECTION OF THE ROAD LEADING WEST, 23.0 FEET EAST OF AND ABOUT THE
 AE0703'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET SOUTH OF
 AE0703'A FENCE CORNER, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND
 AE0703'1.0 FOOT EAST OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0014 ***********************************************************************
 AE0014  DESIGNATION -  G 645
 AE0014  PID         -  AE0014
 AE0014  STATE/COUNTY-  TX/HIDALGO
 AE0014  USGS QUAD   -  BENTSEN RANCH (1972)
 AE0014
 AE0014                         *CURRENT SURVEY CONTROL
 AE0014  ___________________________________________________________________
 AE0014* NAD 83(1986)-  26 30 03.     (N)    098 23 17.     (W)     SCALED    
 AE0014* NAVD 88     -        92.992  (meters)     305.09   (feet)  ADJUSTED  
 AE0014  ___________________________________________________________________
 AE0014  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AE0014  DYNAMIC HT  -          92.840 (meters)     304.59  (feet)  COMP
 AE0014  MODELED GRAV-     979,011.3   (mgal)                       NAVD 88
 AE0014
 AE0014  VERT ORDER  -  SECOND    CLASS 0
 AE0014
 AE0014.The horizontal coordinates were scaled from a topographic map and have
 AE0014.an estimated accuracy of +/- 6 seconds.
 AE0014
 AE0014.The orthometric height was determined by differential leveling
 AE0014.and adjusted by the National Geodetic Survey in June 1991..
 AE0014
 AE0014.The geoid height was determined by GEOID03.
 AE0014
 AE0014.The dynamic height is computed by dividing the NAVD 88
 AE0014.geopotential number by the normal gravity value computed on the
 AE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0014.degrees latitude (g = 980.6199 gals.).
 AE0014
 AE0014.The modeled gravity was interpolated from observed gravity values.
 AE0014
 AE0014;                    North         East    Units  Estimated Accuracy
 AE0014;SPC TX S     - 5,092,430.      311,160.      MT  (+/- 180 meters Scaled)
 AE0014
 AE0014                          SUPERSEDED SURVEY CONTROL
 AE0014
 AE0014  NGVD 29 (??/??/92)   93.07   (m)          305.3    (f) COMPUTED    2 0
 AE0014
 AE0014.Superseded values are not recommended for survey control.
 AE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0014.See file dsdata.txt to determine how the superseded data were derived.
 AE0014
 AE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ609312(NAD 83)
 AE0014_MARKER: DB = BENCH MARK DISK
 AE0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0014_STAMPING: G 645 1942
 AE0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0014+STABILITY: SURFACE MOTION
 AE0014
 AE0014  HISTORY     - Date     Condition        Report By
 AE0014  HISTORY     - 1942     MONUMENTED       CGS
 AE0014  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0014
 AE0014                          STATION DESCRIPTION
 AE0014
 AE0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0014'1.5 MI N FROM MCCOOK.
 AE0014'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 1.5 MILES NORTHERLY
 AE0014'ALONG DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AE0014'0.25 MILE NORTH OF A FARM HOUSE AND WINDMILL, 32.0 FEET EAST OF AND
 AE0014'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 2.0 FEET WEST
 AE0014'OF A FENCE AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. THE
 AE0014'MONUMENT PROJECTS 0.5 FOOT.
 AE0014
 AE0014                          STATION RECOVERY (1972)
 AE0014
 AE0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0515 ***********************************************************************
 AE0515  DESIGNATION -  G 646
 AE0515  PID         -  AE0515
 AE0515  STATE/COUNTY-  TX/HIDALGO
 AE0515  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0515
 AE0515                         *CURRENT SURVEY CONTROL
 AE0515  ___________________________________________________________________
 AE0515* NAD 83(1986)-  26 23 51.     (N)    098 17 39.     (W)     SCALED    
 AE0515* NAVD 88     -        56.328  (meters)     184.80   (feet)  ADJUSTED  
 AE0515  ___________________________________________________________________
 AE0515  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AE0515  DYNAMIC HT  -          56.235 (meters)     184.50  (feet)  COMP
 AE0515  MODELED GRAV-     979,010.0   (mgal)                       NAVD 88
 AE0515
 AE0515  VERT ORDER  -  SECOND    CLASS 0
 AE0515
 AE0515.The horizontal coordinates were scaled from a topographic map and have
 AE0515.an estimated accuracy of +/- 6 seconds.
 AE0515
 AE0515.The orthometric height was determined by differential leveling
 AE0515.and adjusted by the National Geodetic Survey in June 1991..
 AE0515
 AE0515.The geoid height was determined by GEOID03.
 AE0515
 AE0515.The dynamic height is computed by dividing the NAVD 88
 AE0515.geopotential number by the normal gravity value computed on the
 AE0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0515.degrees latitude (g = 980.6199 gals.).
 AE0515
 AE0515.The modeled gravity was interpolated from observed gravity values.
 AE0515
 AE0515;                    North         East    Units  Estimated Accuracy
 AE0515;SPC TX S     - 5,080,990.      320,540.      MT  (+/- 180 meters Scaled)
 AE0515
 AE0515                          SUPERSEDED SURVEY CONTROL
 AE0515
 AE0515  NGVD 29 (??/??/92)   56.423  (m)          185.11   (f) ADJ UNCH    2 0
 AE0515
 AE0515.Superseded values are not recommended for survey control.
 AE0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0515.See file dsdata.txt to determine how the superseded data were derived.
 AE0515
 AE0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ704198(NAD 83)
 AE0515_MARKER: DB = BENCH MARK DISK
 AE0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0515_STAMPING: G 646 1942
 AE0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0515+STABILITY: SURFACE MOTION
 AE0515
 AE0515  HISTORY     - Date     Condition        Report By
 AE0515  HISTORY     - 1942     MONUMENTED       CGS
 AE0515  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0515  HISTORY     - 19920707 MARK NOT FOUND   USPSQD
 AE0515
 AE0515                          STATION DESCRIPTION
 AE0515
 AE0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0515'14.1 MI NW FROM EDINBURG.
 AE0515'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 7.0 MILES
 AE0515'WESTERLY ALONG STATE HIGHWAY NO. 107 TO INTERSECTION OF ROAD LEADING
 AE0515'WEST AT RIGHT ANGLE CURVE IN HIGHWAY.  THENCE, GO 2.5 MILES WESTERLY
 AE0515'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING NORTH ALONG THE
 AE0515'MISSOURI PACIFIC RAILROAD.  THENCE, GO 4.6 MILES NORTHERLY ALONG THE
 AE0515'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE
 AE0515'NORTH OF A FARM HOUSE, 30.0 FEET EAST OF AND ABOUT THE SAME ELEVATION
 AE0515'AS THE CENTERLINE OF THE TRACKS.  IT IS 28.0 FEET WEST OF THE
 AE0515'CENTERLINE OF DIRT ROAD, 12.0 FEET NORTH OF A TELEPHONE POLE AND 2.0
 AE0515'FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AE0515'0.6 FOOT.
 AE0515
 AE0515                          STATION RECOVERY (1962)
 AE0515
 AE0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0515'MARK NOT FOUND.
 AE0515
 AE0515                          STATION RECOVERY (1992)
 AE0515
 AE0515'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3152 ***********************************************************************
 AW3152  DESIGNATION -  G 650
 AW3152  PID         -  AW3152
 AW3152  STATE/COUNTY-  TX/LIBERTY
 AW3152  USGS QUAD   -  WHITES BAYOU (1994)
 AW3152
 AW3152                         *CURRENT SURVEY CONTROL
 AW3152  ___________________________________________________________________
 AW3152* NAD 83(1986)-  29 55 58.     (N)    094 32 48.     (W)     SCALED    
 AW3152* NAVD 88     -        13.98   (+/-2cm)      45.9    (feet)  VERTCON   
 AW3152  ___________________________________________________________________
 AW3152  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW3152
 AW3152  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3152
 AW3152.The horizontal coordinates were scaled from a topographic map and have
 AW3152.an estimated accuracy of +/- 6 seconds.
 AW3152
 AW3152.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3152.The vertical order pertains to the NGVD 29 superseded value.
 AW3152
 AW3152.The geoid height was determined by GEOID03.
 AW3152
 AW3152;                    North         East    Units  Estimated Accuracy
 AW3152;SPC TX C     - 3,044,030.    1,258,490.      MT  (+/- 180 meters Scaled)
 AW3152
 AW3152                          SUPERSEDED SURVEY CONTROL
 AW3152
 AW3152  NGVD 29 (??/??/92)   13.982  (m)           45.87   (f) ADJ UNCH    1 2
 AW3152
 AW3152.Superseded values are not recommended for survey control.
 AW3152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3152.See file dsdata.txt to determine how the superseded data were derived.
 AW3152
 AW3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP507123(NAD 83)
 AW3152_MARKER: DB = BENCH MARK DISK
 AW3152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3152_STAMPING: G 650 1942
 AW3152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3152+STABILITY: SURFACE MOTION
 AW3152
 AW3152  HISTORY     - Date     Condition        Report By
 AW3152  HISTORY     - 1942     MONUMENTED       CGS
 AW3152  HISTORY     - 1959     GOOD             NGS
 AW3152  HISTORY     - 19890927 MARK NOT FOUND   USPSQD
 AW3152
 AW3152                          STATION DESCRIPTION
 AW3152
 AW3152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3152'9.55 MI SW FROM FELICIA.
 AW3152'ABOUT 0.1 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE D. H. WILLIS RICE
 AW3152'DRIER MILL AT FELICIA, THENCE ABOUT 1.5 MILES SOUTH ALONG FARM ROAD
 AW3152'1009, THENCE ABOUT 2.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 AW3152'ABOUT 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE ABOUT 0.65
 AW3152'MILE WEST ALONG A GRADED DIRT ROAD, THENCE ABOUT 0.8 MILE SOUTHEAST
 AW3152'ALONG A GRADED DIRT ROAD, ABOUT 0.1 MILE NORTHWEST OF A CURVE IN THE
 AW3152'ROAD, 49 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET
 AW3152'NORTHWEST OF A POWER POLE, 12 FEET EAST OF A FENCE CORNER POST, 3 FEET
 AW3152'SOUTH OF A FENCE, 0.7 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 AW3152'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW3152
 AW3152                          STATION RECOVERY (1989)
 AW3152
 AW3152'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 AW3152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1456 ***********************************************************************
 AY1456  DESIGNATION -  G 651
 AY1456  PID         -  AY1456
 AY1456  STATE/COUNTY-  TX/BANDERA
 AY1456  USGS QUAD   -  VANDERPOOL (1969)
 AY1456
 AY1456                         *CURRENT SURVEY CONTROL
 AY1456  ___________________________________________________________________
 AY1456* NAD 83(1986)-  29 38 45.     (N)    099 30 17.     (W)     SCALED    
 AY1456* NAVD 88     -       457.787  (meters)    1501.92   (feet)  ADJUSTED  
 AY1456  ___________________________________________________________________
 AY1456  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AY1456  DYNAMIC HT  -         457.112 (meters)    1499.71  (feet)  COMP
 AY1456  MODELED GRAV-     979,155.1   (mgal)                       NAVD 88
 AY1456
 AY1456  VERT ORDER  -  SECOND    CLASS 0
 AY1456
 AY1456.The horizontal coordinates were scaled from a topographic map and have
 AY1456.an estimated accuracy of +/- 6 seconds.
 AY1456
 AY1456.The orthometric height was determined by differential leveling
 AY1456.and adjusted by the National Geodetic Survey in June 1991..
 AY1456
 AY1456.The geoid height was determined by GEOID03.
 AY1456
 AY1456.The dynamic height is computed by dividing the NAVD 88
 AY1456.geopotential number by the normal gravity value computed on the
 AY1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1456.degrees latitude (g = 980.6199 gals.).
 AY1456
 AY1456.The modeled gravity was interpolated from observed gravity values.
 AY1456
 AY1456;                    North         East    Units  Estimated Accuracy
 AY1456;SPC TXSC     - 4,200,980.      551,140.      MT  (+/- 180 meters Scaled)
 AY1456
 AY1456                          SUPERSEDED SURVEY CONTROL
 AY1456
 AY1456  NGVD 29 (??/??/92)  457.673  (m)         1501.55   (f) ADJ UNCH    2 0
 AY1456
 AY1456.Superseded values are not recommended for survey control.
 AY1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1456.See file dsdata.txt to determine how the superseded data were derived.
 AY1456
 AY1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT511796(NAD 83)
 AY1456_MARKER: DB = BENCH MARK DISK
 AY1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1456_STAMPING: G 651 1953
 AY1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1456+STABILITY: SURFACE MOTION
 AY1456
 AY1456  HISTORY     - Date     Condition        Report By
 AY1456  HISTORY     - 1953     MONUMENTED       CGS
 AY1456  HISTORY     - 19931201 GOOD             USPSQD
 AY1456
 AY1456                          STATION DESCRIPTION
 AY1456
 AY1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1456'3.25 MI NE FROM UTOPIA.
 AY1456'2.25 MILES NORTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA,
 AY1456'THENCE 1.0 MILE EAST ALONG FARM ROAD 470, 180 FEET WEST OF THE CENTER
 AY1456'LINE OF A DIRT ROAD LEADING NORTHEAST, 86 FEET NORTH OF THE CENTER
 AY1456'LINE OF THE FARM ROAD, 91 FEET EAST OF A POWER POLE, 60 FEET NORTH OF
 AY1456'A FENCE, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 AY1456'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1456
 AY1456                          STATION RECOVERY (1993)
 AY1456
 AY1456'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1138 ***********************************************************************
 AB1138  DESIGNATION -  G 652
 AB1138  PID         -  AB1138
 AB1138  STATE/COUNTY-  TX/HIDALGO
 AB1138  USGS QUAD   -  ANDREA RANCH (1982)
 AB1138
 AB1138                         *CURRENT SURVEY CONTROL
 AB1138  ___________________________________________________________________
 AB1138* NAD 83(1986)-  26 42 36.     (N)    097 58 25.     (W)     SCALED    
 AB1138* NAVD 88     -        14.271  (meters)      46.82   (feet)  ADJUSTED  
 AB1138  ___________________________________________________________________
 AB1138  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AB1138  DYNAMIC HT  -          14.248 (meters)      46.75  (feet)  COMP
 AB1138  MODELED GRAV-     979,051.7   (mgal)                       NAVD 88
 AB1138
 AB1138  VERT ORDER  -  SECOND    CLASS 0
 AB1138
 AB1138.The horizontal coordinates were scaled from a topographic map and have
 AB1138.an estimated accuracy of +/- 6 seconds.
 AB1138
 AB1138.The orthometric height was determined by differential leveling
 AB1138.and adjusted by the National Geodetic Survey in June 1991..
 AB1138
 AB1138.The geoid height was determined by GEOID03.
 AB1138
 AB1138.The dynamic height is computed by dividing the NAVD 88
 AB1138.geopotential number by the normal gravity value computed on the
 AB1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1138.degrees latitude (g = 980.6199 gals.).
 AB1138
 AB1138.The modeled gravity was interpolated from observed gravity values.
 AB1138
 AB1138;                    North         East    Units  Estimated Accuracy
 AB1138;SPC TX S     - 5,115,700.      352,380.      MT  (+/- 180 meters Scaled)
 AB1138
 AB1138                          SUPERSEDED SURVEY CONTROL
 AB1138
 AB1138  NGVD 29 (??/??/92)   14.367  (m)           47.14   (f) ADJ UNCH    2 0
 AB1138
 AB1138.Superseded values are not recommended for survey control.
 AB1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1138.See file dsdata.txt to determine how the superseded data were derived.
 AB1138
 AB1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ020547(NAD 83)
 AB1138_MARKER: DB = BENCH MARK DISK
 AB1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1138_STAMPING: G 652 1942
 AB1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1138+STABILITY: SURFACE MOTION
 AB1138
 AB1138  HISTORY     - Date     Condition        Report By
 AB1138  HISTORY     - 1942     MONUMENTED       CGS
 AB1138
 AB1138                          STATION DESCRIPTION
 AB1138
 AB1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1138'23.3 MI NW FROM RAYMONDVILLE.
 AB1138'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1138'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1138'NORTHERLY 2.5 MILES, THENCE WESTERLY 1. MILE, THENCE NORTHERLY 0.6
 AB1138'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 16. MILES TO THE
 AB1138'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 2. MILES SOUTHEAST OF
 AB1138'SANTA FE SCHOOL ALONG RANCH ROAD LEADING FROM THE LA TORDILLA RANCH.
 AB1138'IT IS 33. FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS ROAD, 18.
 AB1138'FEET WEST OF A LARGE MESQUITE TREE AND 3. FEET SOUTH OF A 4X4-INCH
 AB1138'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0666 ***********************************************************************
 AB0666  DESIGNATION -  G 653
 AB0666  PID         -  AB0666
 AB0666  STATE/COUNTY-  TX/WILLACY
 AB0666  USGS QUAD   -  LASARA (1970)
 AB0666
 AB0666                         *CURRENT SURVEY CONTROL
 AB0666  ___________________________________________________________________
 AB0666* NAD 83(1986)-  26 28 53.     (N)    097 55 29.     (W)     SCALED    
 AB0666* NAVD 88     -        14.103  (meters)      46.27   (feet)  ADJUSTED  
 AB0666  ___________________________________________________________________
 AB0666  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AB0666  DYNAMIC HT  -          14.080 (meters)      46.19  (feet)  COMP
 AB0666  MODELED GRAV-     979,041.3   (mgal)                       NAVD 88
 AB0666
 AB0666  VERT ORDER  -  SECOND    CLASS 0
 AB0666
 AB0666.The horizontal coordinates were scaled from a topographic map and have
 AB0666.an estimated accuracy of +/- 6 seconds.
 AB0666
 AB0666.The orthometric height was determined by differential leveling
 AB0666.and adjusted by the National Geodetic Survey in June 1991..
 AB0666
 AB0666.The geoid height was determined by GEOID03.
 AB0666
 AB0666.The dynamic height is computed by dividing the NAVD 88
 AB0666.geopotential number by the normal gravity value computed on the
 AB0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0666.degrees latitude (g = 980.6199 gals.).
 AB0666
 AB0666.The modeled gravity was interpolated from observed gravity values.
 AB0666
 AB0666;                    North         East    Units  Estimated Accuracy
 AB0666;SPC TX S     - 5,090,400.      357,360.      MT  (+/- 180 meters Scaled)
 AB0666
 AB0666                          SUPERSEDED SURVEY CONTROL
 AB0666
 AB0666  NGVD 29 (??/??/92)   14.187  (m)           46.55   (f) ADJ UNCH    2 0
 AB0666
 AB0666.Superseded values are not recommended for survey control.
 AB0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0666.See file dsdata.txt to determine how the superseded data were derived.
 AB0666
 AB0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ071294(NAD 83)
 AB0666_MARKER: DB = BENCH MARK DISK
 AB0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0666_STAMPING: G 653 1942
 AB0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0666+STABILITY: SURFACE MOTION
 AB0666
 AB0666  HISTORY     - Date     Condition        Report By
 AB0666  HISTORY     - 1942     MONUMENTED       CGS
 AB0666  HISTORY     - 1959     GOOD             NGS
 AB0666  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0666
 AB0666                          STATION DESCRIPTION
 AB0666
 AB0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0666'8.5 MI W FROM RAYMONDVILLE.
 AB0666'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDSVILLE.
 AB0666'PROCEED 8.7 (STADIA) MILES WESTERLY ALONG STATE HIGHWAY NO. 186 TO
 AB0666'SITE OF BENCH MARK. BENCH MARK IS IN NORTHEAST CORNER OF ONE-STORY
 AB0666'FARM HOUSE YARD, 25.0 FEET WEST OF CENTERLINE OF ROAD LEADING SOUTH
 AB0666'FROM HIGHWAY, 48.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AB0666'CENTERLINE OF THE HIGHWAY, 7.7 FEET WEST OF TELEPHONE POLE, AND 2.5
 AB0666'FEET WEST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.4
 AB0666'FOOT.
 AB0666
 AB0666                          STATION RECOVERY (1959)
 AB0666
 AB0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AB0666'RECOVERED IN GOOD CONDITION.
 AB0666
 AB0666                          STATION RECOVERY (1987)
 AB0666
 AB0666'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0675 ***********************************************************************
 AB0675  DESIGNATION -  G 654
 AB0675  PID         -  AB0675
 AB0675  STATE/COUNTY-  TX/WILLACY
 AB0675  USGS QUAD   -  LASARA (1970)
 AB0675
 AB0675                         *CURRENT SURVEY CONTROL
 AB0675  ___________________________________________________________________
 AB0675* NAD 83(1986)-  26 26 36.     (N)    097 52 44.     (W)     SCALED    
 AB0675* NAVD 88     -        11.168  (meters)      36.64   (feet)  ADJUSTED  
 AB0675  ___________________________________________________________________
 AB0675  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AB0675  DYNAMIC HT  -          11.150 (meters)      36.58  (feet)  COMP
 AB0675  MODELED GRAV-     979,040.5   (mgal)                       NAVD 88
 AB0675
 AB0675  VERT ORDER  -  SECOND    CLASS 0
 AB0675
 AB0675.The horizontal coordinates were scaled from a topographic map and have
 AB0675.an estimated accuracy of +/- 6 seconds.
 AB0675
 AB0675.The orthometric height was determined by differential leveling
 AB0675.and adjusted by the National Geodetic Survey in June 1991..
 AB0675
 AB0675.The geoid height was determined by GEOID03.
 AB0675
 AB0675.The dynamic height is computed by dividing the NAVD 88
 AB0675.geopotential number by the normal gravity value computed on the
 AB0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0675.degrees latitude (g = 980.6199 gals.).
 AB0675
 AB0675.The modeled gravity was interpolated from observed gravity values.
 AB0675
 AB0675;                    North         East    Units  Estimated Accuracy
 AB0675;SPC TX S     - 5,086,200.      361,950.      MT  (+/- 180 meters Scaled)
 AB0675
 AB0675                          SUPERSEDED SURVEY CONTROL
 AB0675
 AB0675  NGVD 29 (??/??/92)   11.247  (m)           36.90   (f) ADJ UNCH    2 0
 AB0675
 AB0675.Superseded values are not recommended for survey control.
 AB0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0675.See file dsdata.txt to determine how the superseded data were derived.
 AB0675
 AB0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ117252(NAD 83)
 AB0675_MARKER: DB = BENCH MARK DISK
 AB0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0675_STAMPING: G 654 1942
 AB0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0675+STABILITY: SURFACE MOTION
 AB0675
 AB0675  HISTORY     - Date     Condition        Report By
 AB0675  HISTORY     - 1942     MONUMENTED       CGS
 AB0675  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0675
 AB0675                          STATION DESCRIPTION
 AB0675
 AB0675'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0675'5.7 MI W FROM RAYMONDVILLE.
 AB0675'5.7 MILES WEST ALONG STATE HIGHWAY 186 FROM THE MISSOURI PACIFIC
 AB0675'RAILROAD STATION AT RAYMONDVILLE, WILLACY COUNTY, THENCE ABOUT 1.0
 AB0675'MILE SOUTH ALONG A FENCE LINE, AND THENCE ABOUT 1.6 MILES SOUTH ALONG
 AB0675'A GRADED DIRT ROAD.  ABOUT 300 FEET WEST OF A SMALL FRAME RANCH HOUSE,
 AB0675'AT THE NORTHEAST CORNER OF AN UNCLEARED FIELD, 35 FEET SOUTH OF THE
 AB0675'JUNCTION OF A RANCH ROAD LEADING WEST, 30 FEET WEST OF THE MAIN ROAD,
 AB0675'7 FEET NORTHEAST OF A LARGE MESQUITE TREE, 3 FEET NORTH OF A WHITE
 AB0675'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE MAIN ROAD.  A STANDARD
 AB0675'DISK, STAMPED G 654 1942 AND SET IN THE TOP OF A CONCRETE POST
 AB0675'PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0403 ***********************************************************************
 AE0403  DESIGNATION -  G 656
 AE0403  PID         -  AE0403
 AE0403  STATE/COUNTY-  TX/HIDALGO
 AE0403  USGS QUAD   -  DONNA (1983)
 AE0403
 AE0403                         *CURRENT SURVEY CONTROL
 AE0403  ___________________________________________________________________
 AE0403* NAD 83(1986)-  26 11 53.     (N)    098 02 50.     (W)     SCALED    
 AE0403* NAVD 88     -        24.942  (meters)      81.83   (feet)  ADJUSTED  
 AE0403  ___________________________________________________________________
 AE0403  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AE0403  DYNAMIC HT  -          24.901 (meters)      81.70  (feet)  COMP
 AE0403  MODELED GRAV-     979,002.8   (mgal)                       NAVD 88
 AE0403
 AE0403  VERT ORDER  -  SECOND    CLASS 0
 AE0403
 AE0403.The horizontal coordinates were scaled from a topographic map and have
 AE0403.an estimated accuracy of +/- 6 seconds.
 AE0403
 AE0403.The orthometric height was determined by differential leveling
 AE0403.and adjusted by the National Geodetic Survey in June 1991..
 AE0403
 AE0403.The geoid height was determined by GEOID03.
 AE0403
 AE0403.The dynamic height is computed by dividing the NAVD 88
 AE0403.geopotential number by the normal gravity value computed on the
 AE0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0403.degrees latitude (g = 980.6199 gals.).
 AE0403
 AE0403.The modeled gravity was interpolated from observed gravity values.
 AE0403
 AE0403;                    North         East    Units  Estimated Accuracy
 AE0403;SPC TX S     - 5,058,960.      345,250.      MT  (+/- 180 meters Scaled)
 AE0403
 AE0403                          SUPERSEDED SURVEY CONTROL
 AE0403
 AE0403  NGVD 29 (??/??/92)   25.057  (m)           82.21   (f) ADJ UNCH    2 0
 AE0403
 AE0403.Superseded values are not recommended for survey control.
 AE0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0403.See file dsdata.txt to determine how the superseded data were derived.
 AE0403
 AE0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP951979(NAD 83)
 AE0403_MARKER: DB = BENCH MARK DISK
 AE0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0403_STAMPING: G 656 1942
 AE0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0403+STABILITY: SURFACE MOTION
 AE0403
 AE0403  HISTORY     - Date     Condition        Report By
 AE0403  HISTORY     - 1942     MONUMENTED       CGS
 AE0403  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0403
 AE0403                          STATION DESCRIPTION
 AE0403
 AE0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0403'2.2 MI N FROM DONNA.
 AE0403'TO REACH FROM THE U.S. POST OFFICE AT DONNA-- PROCEED 3. BLOCKS EAST
 AE0403'TO SEVENTH STREET, THENCE NORTHERLY 2.MILES ALONG PAVED ROAD LEADING
 AE0403'TO LA BLANCA TO THE SITE OF THE BENCH MARK.  BENCH MARK IS IN
 AE0403'NORTHEAST CORNER OF FARM YARD AND ABOUT 112.FEET NORTHEAST OF FRAME
 AE0403'FARM HOUSE.  IT IS 4.FEET SOUTHEAST OF POWER POLE, 33.FEET WEST OF AND
 AE0403'ABOUT THE SAME ELEVATION AS THE CENTER LINE OF PAVEMENT AND 3.FEET
 AE0403'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5
 AE0403'FOOT.
 AE0403
 AE0403                          STATION RECOVERY (1981)
 AE0403
 AE0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0403'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0411 ***********************************************************************
 AW0411  DESIGNATION -  G 659
 AW0411  PID         -  AW0411
 AW0411  STATE/COUNTY-  TX/HARRIS
 AW0411  USGS QUAD   -  HIGHLANDS (1995)
 AW0411
 AW0411                         *CURRENT SURVEY CONTROL
 AW0411  ___________________________________________________________________
 AW0411* NAD 83(1986)-  29 48 16.     (N)    095 03 22.     (W)     SCALED    
 AW0411* NAVD 88     -         9.561  (meters)      31.37   (feet)  ADJUSTED  
 AW0411  ___________________________________________________________________
 AW0411  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW0411  DYNAMIC HT  -           9.548 (meters)      31.33  (feet)  COMP
 AW0411  MODELED GRAV-     979,291.5   (mgal)                       NAVD 88
 AW0411  OBS GRAVITY -     979,291.8   (mgal)                       GRAV_OBS
 AW0411
 AW0411  VERT ORDER  -  FIRST     CLASS II
 AW0411
 AW0411.The horizontal coordinates were scaled from a topographic map and have
 AW0411.an estimated accuracy of +/- 6 seconds.
 AW0411
 AW0411.The orthometric height was determined by differential leveling
 AW0411.and adjusted by the National Geodetic Survey in June 1991..
 AW0411
 AW0411.The geoid height was determined by GEOID03.
 AW0411
 AW0411.The dynamic height is computed by dividing the NAVD 88
 AW0411.geopotential number by the normal gravity value computed on the
 AW0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0411.degrees latitude (g = 980.6199 gals.).
 AW0411
 AW0411.The modeled gravity was interpolated from observed gravity values.
 AW0411.The observed gravity was obtained from relative gravimeter ties
 AW0411.to the IGSN71 gravity network.
 AW0411
 AW0411;                    North         East    Units  Estimated Accuracy
 AW0411;SPC TXSC     - 4,224,880.      981,160.      MT  (+/- 180 meters Scaled)
 AW0411
 AW0411                          SUPERSEDED SURVEY CONTROL
 AW0411
 AW0411  NGVD 29 (12/23/87)    9.559  (m)           31.36   (f) ADJUSTED    1 2
 AW0411
 AW0411.Superseded values are not recommended for survey control.
 AW0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0411.See file dsdata.txt to determine how the superseded data were derived.
 AW0411
 AW0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN012988(NAD 83)
 AW0411_MARKER: DB = BENCH MARK DISK
 AW0411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0411_SP_SET: HEADWALL
 AW0411_STAMPING: G 659 1942
 AW0411_MARK LOGO: CGS   
 AW0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0411+STABILITY: SURFACE MOTION
 AW0411
 AW0411  HISTORY     - Date     Condition        Report By
 AW0411  HISTORY     - 1942     MONUMENTED       CGS
 AW0411  HISTORY     - 1973     POOR             NGS
 AW0411  HISTORY     - 1978     GOOD             NGS
 AW0411  HISTORY     - 1978     POOR             DOD
 AW0411  HISTORY     - 1983     POOR             NGS
 AW0411  HISTORY     - 1986     GOOD             NGS
 AW0411  HISTORY     - 1987     POOR             USPSQD
 AW0411  HISTORY     - 1987     GOOD             USPSQD
 AW0411  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 AW0411
 AW0411                          STATION DESCRIPTION
 AW0411
 AW0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0411'0.3 MI S FROM HIGHLANDS.
 AW0411'ABOUT 0.3 MILE SOUTH ALONG CROSBY-LYNCHBURG RD. FROM (MAIN STREET) THE
 AW0411'POST OFFICE AT HIGHLANDS, 174 FEET NORTH OF THE CENTER LINE OF FAITH
 AW0411'ST., 88 FEET NORTHEAST OF THE CORNER OF A BRICK HOUSE, 21 FEET WEST OF
 AW0411'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHERN END OF THE
 AW0411'WEST CONCRETE HEADWALL OF A 7 FT. X 3 IN. BOX CULVERT, AND ABOUT
 AW0411'1/2-FOOT ABOVE THE LEVEL OF THE ROAD.  NOTE-- THERE IS A HEADWALL
 AW0411'CRACK THE FULL LENGTH OF THE HEADWALL OF THE CULVERT.
 AW0411
 AW0411                          STATION RECOVERY (1978)
 AW0411
 AW0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0411'RECOVERED IN GOOD CONDITION.
 AW0411
 AW0411                          STATION RECOVERY (1978)
 AW0411
 AW0411'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0411'MARK RECOVERED IN POOR CONDITION.
 AW0411
 AW0411                          STATION RECOVERY (1983)
 AW0411
 AW0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0411'MARK RECOVERED IN POOR CONDITION.
 AW0411
 AW0411                          STATION RECOVERY (1986)
 AW0411
 AW0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0411'RECOVERED IN GOOD CONDITION.
 AW0411
 AW0411                          STATION RECOVERY (1987)
 AW0411
 AW0411'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0411'MARK RECOVERED IN POOR CONDITION.
 AW0411
 AW0411                          STATION RECOVERY (1987)
 AW0411
 AW0411'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0411'RECOVERED IN GOOD CONDITION.
 AW0411
 AW0411                          STATION RECOVERY (1994)
 AW0411
 AW0411'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0021 ***********************************************************************
 BZ0021  DESIGNATION -  G 66
 BZ0021  PID         -  BZ0021
 BZ0021  STATE/COUNTY-  TX/LIMESTONE
 BZ0021  USGS QUAD   -  TEAGUE SOUTH (1982)
 BZ0021
 BZ0021                         *CURRENT SURVEY CONTROL
 BZ0021  ___________________________________________________________________
 BZ0021* NAD 83(1986)-  31 31 58.     (N)    096 21 33.     (W)     SCALED    
 BZ0021* NAVD 88     -       135.606  (meters)     444.90   (feet)  ADJUSTED  
 BZ0021  ___________________________________________________________________
 BZ0021  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 BZ0021  DYNAMIC HT  -         135.442 (meters)     444.36  (feet)  COMP
 BZ0021  MODELED GRAV-     979,429.9   (mgal)                       NAVD 88
 BZ0021
 BZ0021  VERT ORDER  -  FIRST     CLASS II
 BZ0021
 BZ0021.The horizontal coordinates were scaled from a topographic map and have
 BZ0021.an estimated accuracy of +/- 6 seconds.
 BZ0021
 BZ0021.The orthometric height was determined by differential leveling
 BZ0021.and adjusted by the National Geodetic Survey in June 1991..
 BZ0021
 BZ0021.The geoid height was determined by GEOID03.
 BZ0021
 BZ0021.The dynamic height is computed by dividing the NAVD 88
 BZ0021.geopotential number by the normal gravity value computed on the
 BZ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0021.degrees latitude (g = 980.6199 gals.).
 BZ0021
 BZ0021.The modeled gravity was interpolated from observed gravity values.
 BZ0021
 BZ0021;                    North         East    Units  Estimated Accuracy
 BZ0021;SPC TX C     - 3,213,610.    1,077,320.      MT  (+/- 180 meters Scaled)
 BZ0021
 BZ0021                          SUPERSEDED SURVEY CONTROL
 BZ0021
 BZ0021  NGVD 29 (??/??/92)  135.580  (m)          444.82   (f) ADJ UNCH    1 2
 BZ0021
 BZ0021.Superseded values are not recommended for survey control.
 BZ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0021.See file dsdata.txt to determine how the superseded data were derived.
 BZ0021
 BZ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV507916(NAD 83)
 BZ0021_MARKER: DB = BENCH MARK DISK
 BZ0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0021_SP_SET: CULVERT
 BZ0021_STAMPING: G 66 1919
 BZ0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0021
 BZ0021  HISTORY     - Date     Condition        Report By
 BZ0021  HISTORY     - 1919     MONUMENTED       CGS
 BZ0021  HISTORY     - 1952     GOOD             NGS
 BZ0021  HISTORY     - 1980     GOOD             NGS
 BZ0021
 BZ0021                          STATION DESCRIPTION
 BZ0021
 BZ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0021'2.5 MI NW FROM PERSONVILLE.
 BZ0021'2.5 MILES NORTHWEST ALONG FARM ROAD 39 FROM ITS INTERSECTION WITH
 BZ0021'STATE HIGHWAY 164 AT PERSONVILLE, 0.35 MILE NORTHWEST OF THE CROSSING
 BZ0021'OF AN EAST AND WEST ROAD, 0.1 MILE NORTHWEST OF A SMALL WHITE HOUSE,
 BZ0021'28 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 11 FEET
 BZ0021'NORTHEAST OF A WITNESS POST, 10 FEET BELOW THE LEVEL OF THE ROAD, SET
 BZ0021'IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A
 BZ0021'CONCRETE PIPE CULVERT.
 BZ0021
 BZ0021                          STATION RECOVERY (1980)
 BZ0021
 BZ0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0021'3.9 KM. (2.45 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0021'STATE HIGHWAY 164 IN PERSONVILLE, 0.55 KM. (0.35 MI.) NORTHWEST OF A
 BZ0021'ROAD CROSSING, 0.15 KM (0.1 MI.) NORTHWEST OF A HOUSE, 1.2 M.
 BZ0021'(4.0 FT.) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF
 BZ0021'OF A CULVERT UNDER THE ROAD, 8.5 M. (28.0 FT.) NORTHEAST OF THE
 BZ0021'CENTERLINE OF THE ROAD, 0.5 M. (1.5 FT.) SOUTHWEST OF THE NORTHEAST
 BZ0021'EDGE OF THE HEADWALL.
 BZ0021'THE MARK IS 3.1 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1513 ***********************************************************************
 AW1513  DESIGNATION -  G 660
 AW1513  PID         -  AW1513
 AW1513  STATE/COUNTY-  TX/HARRIS
 AW1513  USGS QUAD   -  MORGANS POINT (1993)
 AW1513
 AW1513                         *CURRENT SURVEY CONTROL
 AW1513  ___________________________________________________________________
 AW1513* NAD 83(1986)-  29 42 13.     (N)    094 56 43.     (W)     SCALED    
 AW1513* NAVD 88     -         6.121  (meters)      20.08   (feet)  ADJUSTED  
 AW1513  ___________________________________________________________________
 AW1513  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1513  DYNAMIC HT  -           6.113 (meters)      20.06  (feet)  COMP
 AW1513  MODELED GRAV-     979,284.1   (mgal)                       NAVD 88
 AW1513
 AW1513  VERT ORDER  -  FIRST     CLASS II
 AW1513
 AW1513.The horizontal coordinates were scaled from a topographic map and have
 AW1513.an estimated accuracy of +/- 6 seconds.
 AW1513
 AW1513.The orthometric height was determined by differential leveling
 AW1513.and adjusted by the National Geodetic Survey in June 1991..
 AW1513
 AW1513.The geoid height was determined by GEOID03.
 AW1513
 AW1513.The dynamic height is computed by dividing the NAVD 88
 AW1513.geopotential number by the normal gravity value computed on the
 AW1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1513.degrees latitude (g = 980.6199 gals.).
 AW1513
 AW1513.The modeled gravity was interpolated from observed gravity values.
 AW1513
 AW1513;                    North         East    Units  Estimated Accuracy
 AW1513;SPC TXSC     - 4,214,080.      992,260.      MT  (+/- 180 meters Scaled)
 AW1513
 AW1513                          SUPERSEDED SURVEY CONTROL
 AW1513
 AW1513  NGVD 29 (12/23/87)    6.119  (m)           20.08   (f) ADJUSTED    1 2
 AW1513
 AW1513.Superseded values are not recommended for survey control.
 AW1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1513.See file dsdata.txt to determine how the superseded data were derived.
 AW1513
 AW1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN118875(NAD 83)
 AW1513_MARKER: DB = BENCH MARK DISK
 AW1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1513_SP_SET: CONCRETE POST
 AW1513_STAMPING: G 660 1942
 AW1513_MARK LOGO: CGS   
 AW1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1513+STABILITY: SURFACE MOTION
 AW1513
 AW1513  HISTORY     - Date     Condition        Report By
 AW1513  HISTORY     - 1942     MONUMENTED       CGS
 AW1513  HISTORY     - 1973     GOOD             NGS
 AW1513  HISTORY     - 1978     GOOD             NGS
 AW1513  HISTORY     - 1978     GOOD             DOD
 AW1513  HISTORY     - 1987     GOOD             NGS
 AW1513  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1513  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW1513  HISTORY     - 20000916 MARK NOT FOUND   USPSQD
 AW1513  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1513
 AW1513                          STATION DESCRIPTION
 AW1513
 AW1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1513'2.9 MI SE FROM BAYTOWN.
 AW1513'ABOUT 1 BLOCK SOUTH ALONG NORTH GAILLARD ST. FROM THE POST OFFICE AT
 AW1513'BAYTOWN, THENCE 1.05 MILE EAST ALONG EAST TEXAS AVE., THENCE 1.85
 AW1513'MILES SOUTHEAST ALONG TRI-CITY BEACH RD., 58 FEET SOUTHEAST OF THE
 AW1513'CENTER LINE OF A PIPE CATTLE GUARD AND ENTRANCE TO A PASTURE, ABOUT 40
 AW1513'FEET NORTHEAST OF THE CENTER LINE OF TRI-CITY BEACH RD., 2.9 FEET
 AW1513'NORTH OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF A FENCE, 2.2 FEET
 AW1513'NORTHEAST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
 AW1513'NOTE-- MARK LEANING SLIGHTLY TO THE SOUTHWEST BUT NOT BROKEN OFF.
 AW1513
 AW1513                          STATION RECOVERY (1978)
 AW1513
 AW1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1513'RECOVERED IN GOOD CONDITION.
 AW1513
 AW1513                          STATION RECOVERY (1978)
 AW1513
 AW1513'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1513'RECOVERED IN GOOD CONDITION.
 AW1513
 AW1513                          STATION RECOVERY (1987)
 AW1513
 AW1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1513'RECOVERED IN GOOD CONDITION.
 AW1513
 AW1513                          STATION RECOVERY (1989)
 AW1513
 AW1513'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1513'MARK NOT FOUND.
 AW1513
 AW1513                          STATION RECOVERY (1994)
 AW1513
 AW1513'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1513'MARK NOT FOUND.
 AW1513
 AW1513                          STATION RECOVERY (2000)
 AW1513
 AW1513'RECOVERY NOTE BY US POWER SQUADRON 2000 (KC)
 AW1513'MARK NOT FOUND.
 AW1513
 AW1513                          STATION RECOVERY (2001)
 AW1513
 AW1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1513'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0495 ***********************************************************************
 BL0495  DESIGNATION -  G 661
 BL0495  PID         -  BL0495
 BL0495  STATE/COUNTY-  TX/LIBERTY
 BL0495  USGS QUAD   -  DAYTON (1984)
 BL0495
 BL0495                         *CURRENT SURVEY CONTROL
 BL0495  ___________________________________________________________________
 BL0495* NAD 83(1986)-  30 02 47.     (N)    094 54 17.     (W)     SCALED    
 BL0495* NAVD 88     -        23.76   (+/-2cm)      78.0    (feet)  VERTCON   
 BL0495  ___________________________________________________________________
 BL0495  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0495
 BL0495  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0495
 BL0495.The horizontal coordinates were scaled from a topographic map and have
 BL0495.an estimated accuracy of +/- 6 seconds.
 BL0495
 BL0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0495.The vertical order pertains to the NGVD 29 superseded value.
 BL0495
 BL0495.The geoid height was determined by GEOID03.
 BL0495
 BL0495;                    North         East    Units  Estimated Accuracy
 BL0495;SPC TX C     - 3,054,870.    1,223,350.      MT  (+/- 180 meters Scaled)
 BL0495
 BL0495                          SUPERSEDED SURVEY CONTROL
 BL0495
 BL0495  NGVD 29 (??/??/92)   23.761  (m)           77.96   (f) ADJ UNCH    2 0
 BL0495
 BL0495.Superseded values are not recommended for survey control.
 BL0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0495.See file dsdata.txt to determine how the superseded data were derived.
 BL0495
 BL0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP163254(NAD 83)
 BL0495_MARKER: DB = BENCH MARK DISK
 BL0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0495_STAMPING: G 661 1942
 BL0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0495+STABILITY: SURFACE MOTION
 BL0495
 BL0495  HISTORY     - Date     Condition        Report By
 BL0495  HISTORY     - 1942     MONUMENTED       CGS
 BL0495  HISTORY     - 1954     GOOD             NGS
 BL0495  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0495  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0495  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL0495  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL0495
 BL0495                          STATION DESCRIPTION
 BL0495
 BL0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0495'0.75 MI W FROM DAYTON.
 BL0495'0.75 MILE WEST ALONG FARM ROAD 1008 FROM ITS INTERSECTION WITH STATE
 BL0495'HIGHWAY 321 AT DAYTON, 60 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BL0495'WHITE HOUSE, 15 FEET NORTHWEST OF A POWER POLE, 4.4 FEET SOUTHWEST OF
 BL0495'A 16 INCH MAPLE TREE, 4 FEET NORTH OF A ROW OF POWER POLES, 55.7 FEET
 BL0495'NORTH OF THE CENTER LINE OF THE FARM ROAD, 7 FEET NORTHEAST OF THE
 BL0495'NORTHWEST CORNER OF A SMALL WOODEN BRIDGE, SET IN THE TOP OF A
 BL0495'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL0495
 BL0495                          STATION RECOVERY (1977)
 BL0495
 BL0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0495'MARK NOT FOUND.
 BL0495
 BL0495                          STATION RECOVERY (1978)
 BL0495
 BL0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0495'NOT RECOVERED.
 BL0495
 BL0495                          STATION RECOVERY (1996)
 BL0495
 BL0495'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0495'MARK NOT FOUND.
 BL0495
 BL0495                          STATION RECOVERY (2004)
 BL0495
 BL0495'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3414 ***********************************************************************
 AW3414  DESIGNATION -  G 662
 AW3414  PID         -  AW3414
 AW3414  STATE/COUNTY-  TX/HARRIS
 AW3414  USGS QUAD   -  HARMASTON (1982)
 AW3414
 AW3414                         *CURRENT SURVEY CONTROL
 AW3414  ___________________________________________________________________
 AW3414* NAD 83(1986)-  29 59 21.     (N)    095 08 27.     (W)     SCALED    
 AW3414* NAVD 88     -        15.88   (+/-2cm)      52.1    (feet)  VERTCON   
 AW3414  ___________________________________________________________________
 AW3414  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3414
 AW3414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3414
 AW3414.The horizontal coordinates were scaled from a topographic map and have
 AW3414.an estimated accuracy of +/- 6 seconds.
 AW3414
 AW3414.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3414.The vertical order pertains to the NGVD 29 superseded value.
 AW3414
 AW3414.The geoid height was determined by GEOID03.
 AW3414
 AW3414;                    North         East    Units  Estimated Accuracy
 AW3414;SPC TXSC     - 4,245,070.      972,300.      MT  (+/- 180 meters Scaled)
 AW3414
 AW3414                          SUPERSEDED SURVEY CONTROL
 AW3414
 AW3414  NGVD 29 (??/??/92)   15.884  (m)           52.11   (f) ADJ UNCH    2 0
 AW3414
 AW3414.Superseded values are not recommended for survey control.
 AW3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3414.See file dsdata.txt to determine how the superseded data were derived.
 AW3414
 AW3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP934195(NAD 83)
 AW3414_MARKER: DB = BENCH MARK DISK
 AW3414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3414_SP_SET: FOUNDATION
 AW3414_STAMPING: G 662 1942
 AW3414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3414
 AW3414  HISTORY     - Date     Condition        Report By
 AW3414  HISTORY     - 1942     MONUMENTED       CGS
 AW3414  HISTORY     - 20010730 MARK NOT FOUND   NGS
 AW3414
 AW3414                          STATION DESCRIPTION
 AW3414
 AW3414'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3414'4.45 MI SW FROM HUFFMAN.
 AW3414'TO REACH FROM THE BEAUMONT SOUR LAKE AND WESTERN RAILROAD STATION AT
 AW3414'HUFFMAN-- PROCEED 4.45 MILES SOUTHWESTERLY ALONG THE RAILROAD TO SITE
 AW3414'OF BENCH MARK.  BENCH MARK IS ABOUT 0.35 MILE NORTHEAST OF MILEPOST
 AW3414'394, AND ABOUT 96.0 FEET SOUTHWEST OF THE SOUTHWEST END OF WOODEN
 AW3414'RAILROAD BRIDGE NO. 3944.  IT IS 7.7 FEET NORTHWEST OF AND ABOUT 1.3
 AW3414'FEET ABOVE THE NORTHWEST RAIL OF TRACK, 2.0 FEET ABOVE THE GROUND, AND
 AW3414'SET HORIZONTALLY IN THE EAST CORNER OF THE CONCRETE FOUNDATION OF
 AW3414'SIGNAL TOWER NO. 3943.
 AW3414
 AW3414                          STATION RECOVERY (2001)
 AW3414
 AW3414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3414'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2888 ***********************************************************************
 AW2888  DESIGNATION -  G 665
 AW2888  PID         -  AW2888
 AW2888  STATE/COUNTY-  TX/LIBERTY
 AW2888  USGS QUAD   -  MOSS BLUFF (1993)
 AW2888
 AW2888                         *CURRENT SURVEY CONTROL
 AW2888  ___________________________________________________________________
 AW2888* NAD 83(1986)-  29 53 54.     (N)    094 48 54.     (W)     SCALED    
 AW2888* NAVD 88     -        11.45   (+/-2cm)      37.6    (feet)  VERTCON   
 AW2888  ___________________________________________________________________
 AW2888  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW2888
 AW2888  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2888
 AW2888.The horizontal coordinates were scaled from a topographic map and have
 AW2888.an estimated accuracy of +/- 6 seconds.
 AW2888
 AW2888.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2888.The vertical order pertains to the NGVD 29 superseded value.
 AW2888
 AW2888.The geoid height was determined by GEOID03.
 AW2888
 AW2888;                    North         East    Units  Estimated Accuracy
 AW2888;SPC TX C     - 3,038,900.    1,232,800.      MT  (+/- 180 meters Scaled)
 AW2888
 AW2888                          SUPERSEDED SURVEY CONTROL
 AW2888
 AW2888  NGVD 29 (??/??/92)   11.452  (m)           37.57   (f) ADJ UNCH    1 2
 AW2888
 AW2888.Superseded values are not recommended for survey control.
 AW2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2888.See file dsdata.txt to determine how the superseded data were derived.
 AW2888
 AW2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP247089(NAD 83)
 AW2888_MARKER: DB = BENCH MARK DISK
 AW2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2888_STAMPING: G 665 1942
 AW2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2888+STABILITY: SURFACE MOTION
 AW2888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2888+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 AW2888
 AW2888  HISTORY     - Date     Condition        Report By
 AW2888  HISTORY     - 1942     MONUMENTED       CGS
 AW2888  HISTORY     - 1964     GOOD             NGS
 AW2888  HISTORY     - 1990     GOOD             USPSQD
 AW2888  HISTORY     - 20040315 GOOD             USPSQD
 AW2888
 AW2888                          STATION DESCRIPTION
 AW2888
 AW2888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2888'6.3 MI N FROM COVE.
 AW2888'ABOUT 3.6 MILES NORTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE
 AW2888'HIGHWAY 10 OVERPASS AT COVE, THENCE 2.7 MILES NORTHEAST ALONG FARM
 AW2888'ROAD 1409, ABOUT 0.65 MILE NORTH OF A BRICK CHURCH, ABOUT 0.15 MILE
 AW2888'NORTHWEST OF A CURVE IN THE ROAD, ABOUT 0.1 MILE SOUTHEAST OF A
 AW2888'PRIVATE DRIVEWAY, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW2888'34 1/2 FEET SOUTHEAST OF A POWER POLE, 34 1/2 FEET SOUTHEAST OF A
 AW2888'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER NUMBERED 603-52, 8 INCHES
 AW2888'NORTHEAST OF A FENCE, 2.8 FEET SOUTHEAST OF A METAL-WITNESS-POST, AND
 AW2888'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 AW2888
 AW2888                          STATION RECOVERY (1990)
 AW2888
 AW2888'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2888'RECOVERED IN GOOD CONDITION.
 AW2888
 AW2888                          STATION RECOVERY (2004)
 AW2888
 AW2888'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1236 ***********************************************************************
 BL1236  HT_MOD      -  This is a Height Modernization Survey Station.
 BL1236  DESIGNATION -  G 666
 BL1236  PID         -  BL1236
 BL1236  STATE/COUNTY-  TX/HARRIS
 BL1236  USGS QUAD   -  SPRING (1982)
 BL1236
 BL1236                         *CURRENT SURVEY CONTROL
 BL1236  ___________________________________________________________________
 BL1236* NAD 83(1993)-  30 01 14.67460(N)    095 23 32.38600(W)     ADJUSTED  
 BL1236* NAVD 88     -        31.37   (meters)     102.9    (feet)  GPS OBS   
 BL1236  ___________________________________________________________________
 BL1236  X           -    -519,410.328 (meters)                     COMP
 BL1236  Y           -  -5,502,650.062 (meters)                     COMP
 BL1236  Z           -   3,172,366.846 (meters)                     COMP
 BL1236  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BL1236  ELLIP HEIGHT-           3.94  (meters)          (12/03/01) GPS OBS
 BL1236  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BL1236  DYNAMIC HT  -          31.33  (meters)     102.8   (feet)  COMP
 BL1236  MODELED GRAV-     979,301.1   (mgal)                       NAVD 88
 BL1236
 BL1236  HORZ ORDER  -  FIRST
 BL1236  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1236  ELLP ORDER  -  FOURTH    CLASS II
 BL1236
 BL1236.The horizontal coordinates were established by GPS observations
 BL1236.and adjusted by the National Geodetic Survey in December 2001..
 BL1236
 BL1236.The orthometric height was determined by GPS observations and a
 BL1236.high-resolution geoid model using precise GPS observation and
 BL1236.processing techniques. It supersedes the leveled height previously
 BL1236.determined for this station.
 BL1236.WARNING-GPS observations at this control monument resulted in a GPS
 BL1236.derived orthometric height which differed from the leveled height by
 BL1236.more than one decimeter (0.1 meter).
 BL1236.The vertical order pertains to the first NAVD 88 superseded value.
 BL1236
 BL1236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL1236
 BL1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1236
 BL1236.The ellipsoidal height was determined by GPS observations
 BL1236.and is referenced to NAD 83.
 BL1236
 BL1236.The geoid height was determined by GEOID03.
 BL1236
 BL1236.The dynamic height is computed by dividing the NAVD 88
 BL1236.geopotential number by the normal gravity value computed on the
 BL1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1236.degrees latitude (g = 980.6199 gals.).
 BL1236
 BL1236.The modeled gravity was interpolated from observed gravity values.
 BL1236
 BL1236;                    North         East     Units Scale Factor Converg.
 BL1236;SPC TXSC     - 4,247,795.286   947,940.381   MT  0.99993469   +1 46 02.8
 BL1236;SPC TXSC     -13,936,308.37  3,110,034.40   sFT  0.99993469   +1 46 02.8
 BL1236;UTM  15      - 3,323,494.613   269,279.639   MT  1.00025680   -1 11 50.8
 BL1236
 BL1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1236!SPC TXSC     -   0.99999938  x   0.99993469  =   0.99993407
 BL1236!UTM  15      -   0.99999938  x   1.00025680  =   1.00025618
 BL1236
 BL1236                          SUPERSEDED SURVEY CONTROL
 BL1236
 BL1236  ELLIP H (10/25/00)    4.09   (m)                       GP(       ) 4 1
 BL1236  NAD 83(1993)-  30 01 14.67549(N)    095 23 32.38467(W) AD(       ) 1
 BL1236  ELLIP H (10/17/96)    4.22   (m)                       GP(       ) 3 1
 BL1236  NAVD 88 (06/15/91)   31.712  (m)          104.04   (f) ADJUSTED    1 2
 BL1236  NGVD 29 (12/23/87)   31.711  (m)          104.04   (f) ADJUSTED    1 2
 BL1236
 BL1236.Superseded values are not recommended for survey control.
 BL1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1236.See file dsdata.txt to determine how the superseded data were derived.
 BL1236
 BL1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6928023495(NAD 83)
 BL1236_MARKER: DB = BENCH MARK DISK
 BL1236_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL1236_SP_SET: HEADWALL
 BL1236_STAMPING: G 666 1942
 BL1236_MARK LOGO: CGS   
 BL1236_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1236+STABILITY: SURFACE MOTION
 BL1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1236+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL1236
 BL1236  HISTORY     - Date     Condition        Report By
 BL1236  HISTORY     - 1942     MONUMENTED       CGS
 BL1236  HISTORY     - 1973     GOOD             NGS
 BL1236  HISTORY     - 1978     GOOD             NGS
 BL1236  HISTORY     - 1987     GOOD             NGS
 BL1236  HISTORY     - 19941129 GOOD             HGCSD
 BL1236  HISTORY     - 19950905 GOOD             USPSQD
 BL1236  HISTORY     - 20040316 GOOD             USPSQD
 BL1236
 BL1236                          STATION DESCRIPTION
 BL1236
 BL1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1236'0.55 MI E FROM WESTFIELD.
 BL1236'ABOUT 0.5 MILE EAST ALONG WESTFIELD LOOP ROAD FROM THE CHURCH OF
 BL1236'CHRIST AT WESTFIELD, THENCE .05 MILE EAST ALONG THE HUMBLE WESTFIELD
 BL1236'ROAD, SET IN THE WEST END OF THE NORTH HEADWALL OF A 3 X 3 FT. BOX
 BL1236'CULVERT, 15 FEET NORTH OF THE CENTER LINE OF HUMBLE WESTFIELD ROAD, 1
 BL1236'FOOT EAST OF THE WEST END OF THE HEADWALL, 4 FEET WEST OF AN 8 IN.
 BL1236'ROUND WOOD POST PAINTED SILVER, 57 FEET SOUTHWEST OF A TELEPHONE POLE
 BL1236'WITH 2 GUY WIRES.  A NGS DISK ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 BL1236'HIGHWAY SET IN THE HEADWALL OF A CONCRETE CULVERT.
 BL1236
 BL1236                          STATION RECOVERY (1978)
 BL1236
 BL1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1236'RECOVERED IN GOOD CONDITION.
 BL1236
 BL1236                          STATION RECOVERY (1987)
 BL1236
 BL1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1236'RECOVERED IN GOOD CONDITION.
 BL1236
 BL1236                          STATION RECOVERY (1994)
 BL1236
 BL1236'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 BL1236'RECOVERED AS DESCRIBED.
 BL1236
 BL1236                          STATION RECOVERY (1995)
 BL1236
 BL1236'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1236'RECOVERED IN GOOD CONDITION.
 BL1236
 BL1236                          STATION RECOVERY (2004)
 BL1236
 BL1236'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0855 ***********************************************************************
 AW0855  DESIGNATION -  G 667
 AW0855  PID         -  AW0855
 AW0855  STATE/COUNTY-  TX/HARRIS
 AW0855  USGS QUAD   -  HUMBLE (1995)
 AW0855
 AW0855                         *CURRENT SURVEY CONTROL
 AW0855  ___________________________________________________________________
 AW0855* NAD 83(1986)-  29 57 22.     (N)    095 15 58.     (W)     SCALED    
 AW0855* NAVD 88     -        20.34   (+/-2cm)      66.7    (feet)  VERTCON   
 AW0855  ___________________________________________________________________
 AW0855  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW0855
 AW0855  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0855
 AW0855.The horizontal coordinates were scaled from a topographic map and have
 AW0855.an estimated accuracy of +/- 6 seconds.
 AW0855
 AW0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0855.The vertical order pertains to the NGVD 29 superseded value.
 AW0855
 AW0855.The geoid height was determined by GEOID03.
 AW0855
 AW0855;                    North         East    Units  Estimated Accuracy
 AW0855;SPC TXSC     - 4,241,020.      960,340.      MT  (+/- 180 meters Scaled)
 AW0855
 AW0855                          SUPERSEDED SURVEY CONTROL
 AW0855
 AW0855  NGVD 29 (??/??/92)   20.333  (m)           66.71   (f) ADJ UNCH    2 0
 AW0855
 AW0855.Superseded values are not recommended for survey control.
 AW0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0855.See file dsdata.txt to determine how the superseded data were derived.
 AW0855
 AW0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP813160(NAD 83)
 AW0855_MARKER: DB = BENCH MARK DISK
 AW0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0855_STAMPING: G 667 1942
 AW0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0855+STABILITY: SURFACE MOTION
 AW0855
 AW0855  HISTORY     - Date     Condition        Report By
 AW0855  HISTORY     - 1942     MONUMENTED       CGS
 AW0855  HISTORY     - 1954     GOOD             NGS
 AW0855  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0855  HISTORY     - 20040330 MARK NOT FOUND   USPSQD
 AW0855
 AW0855                          STATION DESCRIPTION
 AW0855
 AW0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW0855'3.25 MI S FROM HUMBLE.
 AW0855'0.45 MILE EAST ALONG BARRETT STREET FROM THE POST OFFICE AT HUMBLE,
 AW0855'THENCE 2.8 MILES SOUTH ALONG THE OLD HUMBLE ROAD, 68 FEET SOUTHEAST OF
 AW0855'THE CENTER LINE OF OLD HUMBLE ROAD, AT A JUNCTION WITH A GRAVELED ROAD
 AW0855'LEADING EAST, ON THE OUTSIDE OF A CURVE IN OLD HUMBLE ROAD, 58 FEET
 AW0855'SOUTHWEST OF A POWER POLE, 9.3 FEET WEST OF A 20 INCH PINE TREE, 1
 AW0855'FOOT NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN
 AW0855'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW0855
 AW0855                          STATION RECOVERY (1978)
 AW0855
 AW0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0855'SEARCHED FOR BUT NOT RECOVERED.
 AW0855
 AW0855                          STATION RECOVERY (2004)
 AW0855
 AW0855'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3182 ***********************************************************************
 AW3182  DESIGNATION -  G 668
 AW3182  PID         -  AW3182
 AW3182  STATE/COUNTY-  TX/HARRIS
 AW3182  USGS QUAD   -  ALDINE (1995)
 AW3182
 AW3182                         *CURRENT SURVEY CONTROL
 AW3182  ___________________________________________________________________
 AW3182* NAD 83(1986)-  29 56 21.     (N)    095 22 55.     (W)     SCALED    
 AW3182* NAVD 88     -        24.37   (+/-2cm)      80.0    (feet)  VERTCON   
 AW3182  ___________________________________________________________________
 AW3182  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW3182
 AW3182  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3182
 AW3182.The horizontal coordinates were scaled from a topographic map and have
 AW3182.an estimated accuracy of +/- 6 seconds.
 AW3182
 AW3182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3182.The vertical order pertains to the NGVD 29 superseded value.
 AW3182
 AW3182.The geoid height was determined by GEOID03.
 AW3182
 AW3182;                    North         East    Units  Estimated Accuracy
 AW3182;SPC TXSC     - 4,238,790.      949,220.      MT  (+/- 180 meters Scaled)
 AW3182
 AW3182                          SUPERSEDED SURVEY CONTROL
 AW3182
 AW3182  NGVD 29 (??/??/92)   24.366  (m)           79.94   (f) ADJ UNCH    1 2
 AW3182
 AW3182.Superseded values are not recommended for survey control.
 AW3182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3182.See file dsdata.txt to determine how the superseded data were derived.
 AW3182
 AW3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP700144(NAD 83)
 AW3182_MARKER: DB = BENCH MARK DISK
 AW3182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3182_SP_SET: CULVERT
 AW3182_STAMPING: G 668 1942
 AW3182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3182
 AW3182  HISTORY     - Date     Condition        Report By
 AW3182  HISTORY     - 1942     MONUMENTED       CGS
 AW3182  HISTORY     - 1959     GOOD             NGS
 AW3182  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3182  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3182  HISTORY     - 20040927 MARK NOT FOUND   USPSQD
 AW3182
 AW3182                          STATION DESCRIPTION
 AW3182
 AW3182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3182'10.05 MI S FROM SPRING.
 AW3182'ABOUT 10.05 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW3182'STATION AT SPRING, ABOUT 0.45 MILE NORTH OF THE FARM ROAD 525
 AW3182'CROSSING, 60 FEET EAST OF THE NORTHEAST CORNER OF TRESTLE 137.5, 16
 AW3182'FEET WEST OF THE CENTER LINE OF HARDY STREET ROAD, IN THE TOP OF THE
 AW3182'SOUTH END OF THE WEST HEAD WALL OF A LARGE CONCRETE CULVERT UNDER THE
 AW3182'ROAD, ABOUT LEVEL WITH THE ROAD, AND ABOUT 5 FEET BELOW THE LEVEL OF
 AW3182'THE TRACKS.
 AW3182
 AW3182                          STATION RECOVERY (1973)
 AW3182
 AW3182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3182'MARK NOT FOUND.
 AW3182
 AW3182                          STATION RECOVERY (1988)
 AW3182
 AW3182'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW3182'MARK NOT FOUND.
 AW3182
 AW3182                          STATION RECOVERY (2004)
 AW3182
 AW3182'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3345 ***********************************************************************
 AW3345  DESIGNATION -  G 669
 AW3345  PID         -  AW3345
 AW3345  STATE/COUNTY-  TX/HARRIS
 AW3345  USGS QUAD   -  BELLAIRE (1995)
 AW3345
 AW3345                         *CURRENT SURVEY CONTROL
 AW3345  ___________________________________________________________________
 AW3345* NAD 83(1986)-  29 40 54.     (N)    095 27 26.     (W)     SCALED    
 AW3345* NAVD 88     -        17.11   (+/-2cm)      56.1    (feet)  VERTCON   
 AW3345  ___________________________________________________________________
 AW3345  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW3345
 AW3345  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3345
 AW3345.The horizontal coordinates were scaled from a topographic map and have
 AW3345.an estimated accuracy of +/- 6 seconds.
 AW3345
 AW3345.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3345.The vertical order pertains to the NGVD 29 superseded value.
 AW3345
 AW3345.The geoid height was determined by GEOID03.
 AW3345
 AW3345;                    North         East    Units  Estimated Accuracy
 AW3345;SPC TXSC     - 4,210,040.      942,820.      MT  (+/- 180 meters Scaled)
 AW3345
 AW3345                          SUPERSEDED SURVEY CONTROL
 AW3345
 AW3345  NGVD 29 (??/??/92)   17.111  (m)           56.14   (f) ADJ UNCH    1 2
 AW3345
 AW3345.Superseded values are not recommended for survey control.
 AW3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3345.See file dsdata.txt to determine how the superseded data were derived.
 AW3345
 AW3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN622860(NAD 83)
 AW3345_MARKER: DB = BENCH MARK DISK
 AW3345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3345_SP_SET: ABUTMENT
 AW3345_STAMPING: G 669 1942
 AW3345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3345
 AW3345  HISTORY     - Date     Condition        Report By
 AW3345  HISTORY     - 1942     MONUMENTED       CGS
 AW3345  HISTORY     - 1964     GOOD             NGS
 AW3345  HISTORY     - 1967     MARK NOT FOUND   USGS
 AW3345  HISTORY     - 19940105 MARK NOT FOUND   USPSQD
 AW3345
 AW3345                          STATION DESCRIPTION
 AW3345
 AW3345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3345'2.7 MI S FROM BELLAIRE.
 AW3345'ABOUT 0.25 MILE EAST ALONG CEDAR STREET FROM THE POST OFFICE AT
 AW3345'BELLAIRE, THENCE 0.25 MILE SOUTH ALONG RICE AVENUE, THENCE 0.5 MILE
 AW3345'EAST ALONG BELLAIRE AVENUE, THENCE 1.7 MILES SOUTH ALONG POST OAK
 AW3345'ROAD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 AW3345'THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A BRIDGE OVER BRAYS
 AW3345'BAYOU, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 AW3345
 AW3345                          STATION RECOVERY (1967)
 AW3345
 AW3345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AW3345'MARK NOT FOUND.
 AW3345
 AW3345                          STATION RECOVERY (1994)
 AW3345
 AW3345'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2048 ***********************************************************************
 BY2048  DESIGNATION -  G 67
 BY2048  PID         -  BY2048
 BY2048  STATE/COUNTY-  TX/ANDERSON
 BY2048  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2048
 BY2048                         *CURRENT SURVEY CONTROL
 BY2048  ___________________________________________________________________
 BY2048* NAD 83(1986)-  31 41 49.     (N)    095 43 04.     (W)     SCALED    
 BY2048* NAVD 88     -       101.144  (meters)     331.84   (feet)  ADJUSTED  
 BY2048  ___________________________________________________________________
 BY2048  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2048  DYNAMIC HT  -         101.021 (meters)     331.43  (feet)  COMP
 BY2048  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 BY2048
 BY2048  VERT ORDER  -  FIRST     CLASS II
 BY2048
 BY2048.The horizontal coordinates were scaled from a topographic map and have
 BY2048.an estimated accuracy of +/- 6 seconds.
 BY2048
 BY2048.The orthometric height was determined by differential leveling
 BY2048.and adjusted by the National Geodetic Survey in June 1991..
 BY2048
 BY2048.The geoid height was determined by GEOID03.
 BY2048
 BY2048.The dynamic height is computed by dividing the NAVD 88
 BY2048.geopotential number by the normal gravity value computed on the
 BY2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2048.degrees latitude (g = 980.6199 gals.).
 BY2048
 BY2048.The modeled gravity was interpolated from observed gravity values.
 BY2048
 BY2048;                    North         East    Units  Estimated Accuracy
 BY2048;SPC TX C     - 3,234,150.    1,137,420.      MT  (+/- 180 meters Scaled)
 BY2048
 BY2048                          SUPERSEDED SURVEY CONTROL
 BY2048
 BY2048  NGVD 29 (??/??/92)  101.118  (m)          331.75   (f) ADJ UNCH    1 2
 BY2048
 BY2048.Superseded values are not recommended for survey control.
 BY2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2048.See file dsdata.txt to determine how the superseded data were derived.
 BY2048
 BY2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR424100(NAD 83)
 BY2048_MARKER: DB = BENCH MARK DISK
 BY2048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY2048_SP_SET: CULVERT
 BY2048_STAMPING: G 67 1919
 BY2048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2048
 BY2048  HISTORY     - Date     Condition        Report By
 BY2048  HISTORY     - 1919     MONUMENTED       CGS
 BY2048  HISTORY     - 1952     GOOD             NGS
 BY2048  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2048  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2048
 BY2048                          STATION DESCRIPTION
 BY2048
 BY2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2048'7.7 MI SW FROM PALESTINE.
 BY2048'0.75 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2048'RAILROAD FROM THE STATION AT PALESTINE, THENCE 6.45 MILES SOUTHWEST
 BY2048'ALONG U.S. HIGHWAYS 79 AND 84, THENCE 0.2 MILE SOUTHEAST ALONG A
 BY2048'PRIVATE ROAD, THENCE 0.3 MILE NORTHEAST ALONG THE INTERNATIONAL AND
 BY2048'GREAT NORTHERN RAILROAD, 1.3 MILES NORTHEAST OF THE STATION SIGN AT
 BY2048'TUCKER, 65 FEET SOUTHWEST OF MILEPOST 7, 10 FEET SOUTHEAST OF THE
 BY2048'SOUTHEAST RAIL, 12 FEET SOUTHWEST OF THE CENTER LINE OF A 36 INCH PIPE
 BY2048'CULVERT, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 BY2048'CENTER OF A 12 FOOT ROCK HEADWALL OF A FILLED IN CULVERT.
 BY2048
 BY2048                          STATION RECOVERY (1977)
 BY2048
 BY2048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2048'MARK NOT FOUND.
 BY2048
 BY2048                          STATION RECOVERY (1980)
 BY2048
 BY2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1028 ***********************************************************************
 AB1028  DESIGNATION -  G 670
 AB1028  PID         -  AB1028
 AB1028  STATE/COUNTY-  TX/KENEDY
 AB1028  USGS QUAD   -  SALTILLO WELL (1975)
 AB1028
 AB1028                         *CURRENT SURVEY CONTROL
 AB1028  ___________________________________________________________________
 AB1028* NAD 83(1986)-  26 46 16.     (N)    097 41 36.     (W)     SCALED    
 AB1028* NAVD 88     -         8.748  (meters)      28.70   (feet)  ADJUSTED  
 AB1028  ___________________________________________________________________
 AB1028  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AB1028  DYNAMIC HT  -           8.735 (meters)      28.66  (feet)  COMP
 AB1028  MODELED GRAV-     979,072.3   (mgal)                       NAVD 88
 AB1028
 AB1028  VERT ORDER  -  SECOND    CLASS 0
 AB1028
 AB1028.The horizontal coordinates were scaled from a topographic map and have
 AB1028.an estimated accuracy of +/- 6 seconds.
 AB1028
 AB1028.The orthometric height was determined by differential leveling
 AB1028.and adjusted by the National Geodetic Survey in June 1991..
 AB1028
 AB1028.The geoid height was determined by GEOID03.
 AB1028
 AB1028.The dynamic height is computed by dividing the NAVD 88
 AB1028.geopotential number by the normal gravity value computed on the
 AB1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1028.degrees latitude (g = 980.6199 gals.).
 AB1028
 AB1028.The modeled gravity was interpolated from observed gravity values.
 AB1028
 AB1028;                    North         East    Units  Estimated Accuracy
 AB1028;SPC TX S     - 5,122,620.      380,220.      MT  (+/- 180 meters Scaled)
 AB1028
 AB1028                          SUPERSEDED SURVEY CONTROL
 AB1028
 AB1028  NGVD 29 (??/??/92)    8.831  (m)           28.97   (f) ADJ UNCH    2 0
 AB1028
 AB1028.Superseded values are not recommended for survey control.
 AB1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1028.See file dsdata.txt to determine how the superseded data were derived.
 AB1028
 AB1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ299617(NAD 83)
 AB1028_MARKER: DB = BENCH MARK DISK
 AB1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1028_STAMPING: G 670 1942
 AB1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1028+STABILITY: SURFACE MOTION
 AB1028
 AB1028  HISTORY     - Date     Condition        Report By
 AB1028  HISTORY     - 1942     MONUMENTED       CGS
 AB1028
 AB1028                          STATION DESCRIPTION
 AB1028
 AB1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1028'0.6 MI E FROM NORIAS RANCH.
 AB1028'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1028'TRACK ROAD TO THE TOTACHE WINDMILL AND GO 0.6 MILE TO GATE IN THE
 AB1028'FIRST FENCE EAST OF THE RANCH BUILDINGS AND SITE OF BENCH MARK. BENCH
 AB1028'MARK IS 15.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD AT THE GATE, 3.0
 AB1028'FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.5 FEET EAST OF
 AB1028'THE FENCE, MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0494 ***********************************************************************
 AB0494  DESIGNATION -  G 671
 AB0494  PID         -  AB0494
 AB0494  STATE/COUNTY-  TX/WILLACY
 AB0494  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0494
 AB0494                         *CURRENT SURVEY CONTROL
 AB0494  ___________________________________________________________________
 AB0494* NAD 83(1986)-  26 28 58.     (N)    097 41 13.     (W)     SCALED    
 AB0494* NAVD 88     -         7.268  (meters)      23.85   (feet)  ADJUSTED  
 AB0494  ___________________________________________________________________
 AB0494  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AB0494  DYNAMIC HT  -           7.256 (meters)      23.81  (feet)  COMP
 AB0494  MODELED GRAV-     979,053.2   (mgal)                       NAVD 88
 AB0494
 AB0494  VERT ORDER  -  SECOND    CLASS 0
 AB0494
 AB0494.The horizontal coordinates were scaled from a topographic map and have
 AB0494.an estimated accuracy of +/- 6 seconds.
 AB0494
 AB0494.The orthometric height was determined by differential leveling
 AB0494.and adjusted by the National Geodetic Survey in June 1991..
 AB0494
 AB0494.The geoid height was determined by GEOID03.
 AB0494
 AB0494.The dynamic height is computed by dividing the NAVD 88
 AB0494.geopotential number by the normal gravity value computed on the
 AB0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0494.degrees latitude (g = 980.6199 gals.).
 AB0494
 AB0494.The modeled gravity was interpolated from observed gravity values.
 AB0494
 AB0494;                    North         East    Units  Estimated Accuracy
 AB0494;SPC TX S     - 5,090,680.      381,060.      MT  (+/- 180 meters Scaled)
 AB0494
 AB0494                          SUPERSEDED SURVEY CONTROL
 AB0494
 AB0494  NGVD 29 (??/??/92)    7.329  (m)           24.05   (f) ADJ UNCH    2 0
 AB0494
 AB0494.Superseded values are not recommended for survey control.
 AB0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0494.See file dsdata.txt to determine how the superseded data were derived.
 AB0494
 AB0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ308298(NAD 83)
 AB0494_MARKER: DB = BENCH MARK DISK
 AB0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0494_STAMPING: G 671 1942
 AB0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0494+STABILITY: SURFACE MOTION
 AB0494
 AB0494  HISTORY     - Date     Condition        Report By
 AB0494  HISTORY     - 1942     MONUMENTED       CGS
 AB0494  HISTORY     - 1964     MARK NOT FOUND   NGS
 AB0494
 AB0494                          STATION DESCRIPTION
 AB0494
 AB0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AB0494'5.8 MI E FROM RAYMONDVILLE.
 AB0494'5.8 MILES EAST ALONG STATE HIGHWAY 186 FROM THE MISSOURI PACIFIC
 AB0494'RAILROAD STATION AT RAYMONDVILLE, WILLACY COUNTY, AT A T-ROAD
 AB0494'JUNCTION, 44 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 AB0494'HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF
 AB0494'A RIGHT-OF-WAY FENCE CORNER, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AB0494'POST, AND 1 FOOT WEST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK
 AB0494'STAMPED G 671 1942 AND SET IN THE TOP OF A CONCRETE PROJECTING 0.5
 AB0494'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1064 ***********************************************************************
 AB1064  DESIGNATION -  G 672
 AB1064  PID         -  AB1064
 AB1064  STATE/COUNTY-  TX/KENEDY
 AB1064  USGS QUAD   -  LOS AMIGOS WINDMILL (1975)
 AB1064
 AB1064                         *CURRENT SURVEY CONTROL
 AB1064  ___________________________________________________________________
 AB1064* NAD 83(1986)-  26 47 03.     (N)    097 36 47.     (W)     SCALED    
 AB1064* NAVD 88     -         8.524  (meters)      27.97   (feet)  ADJUSTED  
 AB1064  ___________________________________________________________________
 AB1064  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AB1064  DYNAMIC HT  -           8.511 (meters)      27.92  (feet)  COMP
 AB1064  MODELED GRAV-     979,078.7   (mgal)                       NAVD 88
 AB1064
 AB1064  VERT ORDER  -  SECOND    CLASS 0
 AB1064
 AB1064.The horizontal coordinates were scaled from a topographic map and have
 AB1064.an estimated accuracy of +/- 6 seconds.
 AB1064
 AB1064.The orthometric height was determined by differential leveling
 AB1064.and adjusted by the National Geodetic Survey in June 1991..
 AB1064
 AB1064.The geoid height was determined by GEOID03.
 AB1064
 AB1064.The dynamic height is computed by dividing the NAVD 88
 AB1064.geopotential number by the normal gravity value computed on the
 AB1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1064.degrees latitude (g = 980.6199 gals.).
 AB1064
 AB1064.The modeled gravity was interpolated from observed gravity values.
 AB1064
 AB1064;                    North         East    Units  Estimated Accuracy
 AB1064;SPC TX S     - 5,124,120.      388,190.      MT  (+/- 180 meters Scaled)
 AB1064
 AB1064                          SUPERSEDED SURVEY CONTROL
 AB1064
 AB1064  NGVD 29 (??/??/92)    8.608  (m)           28.24   (f) ADJ UNCH    2 0
 AB1064
 AB1064.Superseded values are not recommended for survey control.
 AB1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1064.See file dsdata.txt to determine how the superseded data were derived.
 AB1064
 AB1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ378632(NAD 83)
 AB1064_MARKER: DB = BENCH MARK DISK
 AB1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1064_STAMPING: G 672 1942
 AB1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1064+STABILITY: SURFACE MOTION
 AB1064
 AB1064  HISTORY     - Date     Condition        Report By
 AB1064  HISTORY     - 1942     MONUMENTED       CGS
 AB1064  HISTORY     - 1950     GOOD             NGS
 AB1064
 AB1064                          STATION DESCRIPTION
 AB1064
 AB1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1064'7.4 MI NE FROM NORIAS RANCH.
 AB1064'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1064'TRACK ROAD AND GO 1.4 MILES TO A GATE AND FORK IN ROAD, PASS THROUGH
 AB1064'GATE AND TAKE LEFT FORK (ROAD TO SANTA CRUZ WINDMILL), CONTINUE
 AB1064'NORTHEASTERLY 6.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS IN DENSE
 AB1064'LIVE OAK THICKET, 12.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AB1064'THE CENTERLINE OF THE ROAD, 12.0 FEET WEST OF A LARGE DOUBLE LIVE OAK
 AB1064'TREE AND 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST.
 AB1064
 AB1064                          STATION RECOVERY (1950)
 AB1064
 AB1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1074 ***********************************************************************
 AB1074  DESIGNATION -  G 673
 AB1074  PID         -  AB1074
 AB1074  STATE/COUNTY-  TX/KENEDY
 AB1074  USGS QUAD   -  SAN PERLITA NORTH (1975)
 AB1074
 AB1074                         *CURRENT SURVEY CONTROL
 AB1074  ___________________________________________________________________
 AB1074* NAD 83(1986)-  26 35 56.     (N)    097 41 17.     (W)     SCALED    
 AB1074* NAVD 88     -         7.445  (meters)      24.43   (feet)  ADJUSTED  
 AB1074  ___________________________________________________________________
 AB1074  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AB1074  DYNAMIC HT  -           7.433 (meters)      24.39  (feet)  COMP
 AB1074  MODELED GRAV-     979,060.9   (mgal)                       NAVD 88
 AB1074
 AB1074  VERT ORDER  -  SECOND    CLASS 0
 AB1074
 AB1074.The horizontal coordinates were scaled from a topographic map and have
 AB1074.an estimated accuracy of +/- 6 seconds.
 AB1074
 AB1074.The orthometric height was determined by differential leveling
 AB1074.and adjusted by the National Geodetic Survey in June 1991..
 AB1074
 AB1074.The geoid height was determined by GEOID03.
 AB1074
 AB1074.The dynamic height is computed by dividing the NAVD 88
 AB1074.geopotential number by the normal gravity value computed on the
 AB1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1074.degrees latitude (g = 980.6199 gals.).
 AB1074
 AB1074.The modeled gravity was interpolated from observed gravity values.
 AB1074
 AB1074;                    North         East    Units  Estimated Accuracy
 AB1074;SPC TX S     - 5,103,540.      380,870.      MT  (+/- 180 meters Scaled)
 AB1074
 AB1074                          SUPERSEDED SURVEY CONTROL
 AB1074
 AB1074  NGVD 29 (??/??/92)    7.515  (m)           24.66   (f) ADJ UNCH    2 0
 AB1074
 AB1074.Superseded values are not recommended for survey control.
 AB1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1074.See file dsdata.txt to determine how the superseded data were derived.
 AB1074
 AB1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ306426(NAD 83)
 AB1074_MARKER: DB = BENCH MARK DISK
 AB1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1074_STAMPING: G 673 1942
 AB1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1074+STABILITY: SURFACE MOTION
 AB1074
 AB1074  HISTORY     - Date     Condition        Report By
 AB1074  HISTORY     - 1942     MONUMENTED       CGS
 AB1074
 AB1074                          STATION DESCRIPTION
 AB1074
 AB1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1074'12.7 MI NE FROM RAYMONDVILLE.
 AB1074'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE,
 AB1074'PROCEED NORTHERLY ON STATE HIGHWAY NO. 96, GO 7.9 MILES TO THE
 AB1074'KENEDY-WILLACY COUNTY LINE, TURN EAST (RIGHT) ONTO TRAIL ALONG THE
 AB1074'NORTH SIDE OF THE COUNTY LINE FENCE AND GO 4.8 MILES TO SITE OF BENCH
 AB1074'MARK.  BENCH MARK IS 1.0 MILE WEST OF THE SAUZ RANCH FENCE LINE, 3.0
 AB1074'FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.5 FEET NORTH OF
 AB1074'THE COUNTY LINE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0602 ***********************************************************************
 AB0602  DESIGNATION -  G 675
 AB0602  PID         -  AB0602
 AB0602  STATE/COUNTY-  TX/CAMERON
 AB0602  USGS QUAD   -  RIO HONDO (1980)
 AB0602
 AB0602                         *CURRENT SURVEY CONTROL
 AB0602  ___________________________________________________________________
 AB0602* NAD 83(1986)-  26 14 07.     (N)    097 34 51.     (W)     SCALED    
 AB0602* NAVD 88     -         8.736  (meters)      28.66   (feet)  ADJUSTED  
 AB0602  ___________________________________________________________________
 AB0602  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 AB0602  DYNAMIC HT  -           8.722 (meters)      28.62  (feet)  COMP
 AB0602  MODELED GRAV-     979,046.0   (mgal)                       NAVD 88
 AB0602
 AB0602  VERT ORDER  -  SECOND    CLASS 0
 AB0602
 AB0602.The horizontal coordinates were scaled from a topographic map and have
 AB0602.an estimated accuracy of +/- 6 seconds.
 AB0602
 AB0602.The orthometric height was determined by differential leveling
 AB0602.and adjusted by the National Geodetic Survey in June 1991..
 AB0602
 AB0602.The geoid height was determined by GEOID03.
 AB0602
 AB0602.The dynamic height is computed by dividing the NAVD 88
 AB0602.geopotential number by the normal gravity value computed on the
 AB0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0602.degrees latitude (g = 980.6199 gals.).
 AB0602
 AB0602.The modeled gravity was interpolated from observed gravity values.
 AB0602
 AB0602;                    North         East    Units  Estimated Accuracy
 AB0602;SPC TX S     - 5,063,330.      391,840.      MT  (+/- 180 meters Scaled)
 AB0602
 AB0602                          SUPERSEDED SURVEY CONTROL
 AB0602
 AB0602  NGVD 29 (??/??/92)    8.833  (m)           28.98   (f) ADJ UNCH    2 0
 AB0602
 AB0602.Superseded values are not recommended for survey control.
 AB0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0602.See file dsdata.txt to determine how the superseded data were derived.
 AB0602
 AB0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ417025(NAD 83)
 AB0602_MARKER: DB = BENCH MARK DISK
 AB0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0602_SP_SET: STEP
 AB0602_STAMPING: G 675 1942
 AB0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0602+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2004
 AB0602
 AB0602  HISTORY     - Date     Condition        Report By
 AB0602  HISTORY     - 1942     MONUMENTED       CGS
 AB0602  HISTORY     - 1987     GOOD             USPSQD
 AB0602  HISTORY     - 1988     GOOD             USPSQD
 AB0602  HISTORY     - 1988     GOOD             USPSQD
 AB0602  HISTORY     - 19950213 GOOD             USPSQD
 AB0602  HISTORY     - 20040126 GOOD             GEOCAC
 AB0602  HISTORY     - 20040222 GOOD             USPSQD
 AB0602
 AB0602                          STATION DESCRIPTION
 AB0602
 AB0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0602'IN RIO HONDO.
 AB0602'BENCH MARK IS SET HORIZONTALLY IN TOP STEP AT THE SOUTH ENTRANCE TO
 AB0602'THE RIO HONDO HIGH SCHOOL.  IT IS 4.0 FEET EAST OF THE CENTERLINE OF
 AB0602'THE ENTRANCE.  0.5 FEET SOUTH OF THE SOUTH WALL AND 0.5 FEET WEST OF
 AB0602'THE EAST BANISTER.  A STANDARD DISK, STAMPED G 675 1942 AND SET IN A
 AB0602'DRILL HOLE.
 AB0602
 AB0602                          STATION RECOVERY (1987)
 AB0602
 AB0602'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0602'RECOVERED IN GOOD CONDITION.
 AB0602
 AB0602                          STATION RECOVERY (1988)
 AB0602
 AB0602'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0602'RECOVERED IN GOOD CONDITION.
 AB0602
 AB0602                          STATION RECOVERY (1988)
 AB0602
 AB0602'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0602'RECOVERED IN GOOD CONDITION.
 AB0602
 AB0602                          STATION RECOVERY (1995)
 AB0602
 AB0602'RECOVERY NOTE BY US POWER SQUADRON 1995
 AB0602'RECOVERED IN GOOD CONDITION.
 AB0602
 AB0602                          STATION RECOVERY (2004)
 AB0602
 AB0602'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0602'THIS IS NOW THE RIO HONDO MIDDLE SCHOOL.
 AB0602
 AB0602                          STATION RECOVERY (2004)
 AB0602
 AB0602'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGR)
 AB0602'THE HIGH SCHOOL BUILDING IS NOW RIO HONDO INTERMEDIATE SCHOOL.  THE
 AB0602'TOP STEP AND BANISTER HAVE BEEN REPLACED WITH A CONCRETE RAMP AND
 AB0602'BRICK WALL WITH CONCRETE BENCH ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0554 ***********************************************************************
 AB0554  DESIGNATION -  G 676
 AB0554  PID         -  AB0554
 AB0554  STATE/COUNTY-  TX/CAMERON
 AB0554  USGS QUAD   -  WILLAMAR SW (1983)
 AB0554
 AB0554                         *CURRENT SURVEY CONTROL
 AB0554  ___________________________________________________________________
 AB0554* NAD 83(1986)-  26 16 34.     (N)    097 39 42.     (W)     SCALED    
 AB0554* NAVD 88     -         9.172  (meters)      30.09   (feet)  ADJUSTED  
 AB0554  ___________________________________________________________________
 AB0554  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AB0554  DYNAMIC HT  -           9.158 (meters)      30.05  (feet)  COMP
 AB0554  MODELED GRAV-     979,043.1   (mgal)                       NAVD 88
 AB0554
 AB0554  VERT ORDER  -  SECOND    CLASS 0
 AB0554
 AB0554.The horizontal coordinates were scaled from a topographic map and have
 AB0554.an estimated accuracy of +/- 6 seconds.
 AB0554
 AB0554.The orthometric height was determined by differential leveling
 AB0554.and adjusted by the National Geodetic Survey in June 1991..
 AB0554
 AB0554.The geoid height was determined by GEOID03.
 AB0554
 AB0554.The dynamic height is computed by dividing the NAVD 88
 AB0554.geopotential number by the normal gravity value computed on the
 AB0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0554.degrees latitude (g = 980.6199 gals.).
 AB0554
 AB0554.The modeled gravity was interpolated from observed gravity values.
 AB0554
 AB0554;                    North         East    Units  Estimated Accuracy
 AB0554;SPC TX S     - 5,067,800.      383,730.      MT  (+/- 180 meters Scaled)
 AB0554
 AB0554                          SUPERSEDED SURVEY CONTROL
 AB0554
 AB0554  NGVD 29 (??/??/92)    9.268  (m)           30.41   (f) ADJ UNCH    2 0
 AB0554
 AB0554.Superseded values are not recommended for survey control.
 AB0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0554.See file dsdata.txt to determine how the superseded data were derived.
 AB0554
 AB0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ336069(NAD 83)
 AB0554_MARKER: DB = BENCH MARK DISK
 AB0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0554_STAMPING: G 676 1942
 AB0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0554+STABILITY: SURFACE MOTION
 AB0554
 AB0554  HISTORY     - Date     Condition        Report By
 AB0554  HISTORY     - 1942     MONUMENTED       CGS
 AB0554  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0554  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0554  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0554
 AB0554                          STATION DESCRIPTION
 AB0554
 AB0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0554'6.5 MI NE FROM COMBES.
 AB0554'TO REACH FROM THE POST OFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0554'ROAD, GO 4.5 MILES.  TURN NORTHERLY (LEFT) AND GO 2.0 MILES TO A
 AB0554'DIVISON FENCE CORNER AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2
 AB0554'MILE NORTH OF A COTTON GIN.  27 FEET WEST OF AND ABOUT THE SAME
 AB0554'ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET SOUTH OF THE
 AB0554'DIVISON FENCE.  3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
 AB0554'AND 3.0 FEET WEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED
 AB0554'G 676 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET.
 AB0554
 AB0554                          STATION RECOVERY (1956)
 AB0554
 AB0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0554'MARK NOT FOUND.
 AB0554
 AB0554                          STATION RECOVERY (1991)
 AB0554
 AB0554'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0554'MARK NOT FOUND.
 AB0554
 AB0554                          STATION RECOVERY (1993)
 AB0554
 AB0554'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0364 ***********************************************************************
 AB0364  DESIGNATION -  G 677
 AB0364  PID         -  AB0364
 AB0364  STATE/COUNTY-  TX/CAMERON
 AB0364  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0364
 AB0364                         *CURRENT SURVEY CONTROL
 AB0364  ___________________________________________________________________
 AB0364* NAD 83(1986)-  26 07 52.     (N)    097 23 43.     (W)     SCALED    
 AB0364* NAVD 88     -         8.155  (meters)      26.76   (feet)  ADJUSTED  
 AB0364  ___________________________________________________________________
 AB0364  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AB0364  DYNAMIC HT  -           8.141 (meters)      26.71  (feet)  COMP
 AB0364  MODELED GRAV-     979,055.2   (mgal)                       NAVD 88
 AB0364
 AB0364  VERT ORDER  -  SECOND    CLASS 0
 AB0364
 AB0364.The horizontal coordinates were scaled from a topographic map and have
 AB0364.an estimated accuracy of +/- 6 seconds.
 AB0364
 AB0364.The orthometric height was determined by differential leveling
 AB0364.and adjusted by the National Geodetic Survey in June 1991..
 AB0364
 AB0364.The geoid height was determined by GEOID03.
 AB0364
 AB0364.The dynamic height is computed by dividing the NAVD 88
 AB0364.geopotential number by the normal gravity value computed on the
 AB0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0364.degrees latitude (g = 980.6199 gals.).
 AB0364
 AB0364.The modeled gravity was interpolated from observed gravity values.
 AB0364
 AB0364;                    North         East    Units  Estimated Accuracy
 AB0364;SPC TX S     - 5,051,940.      410,480.      MT  (+/- 180 meters Scaled)
 AB0364
 AB0364                          SUPERSEDED SURVEY CONTROL
 AB0364
 AB0364  NGVD 29 (??/??/92)    8.256  (m)           27.09   (f) ADJ UNCH    2 0
 AB0364
 AB0364.Superseded values are not recommended for survey control.
 AB0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0364.See file dsdata.txt to determine how the superseded data were derived.
 AB0364
 AB0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP604911(NAD 83)
 AB0364_MARKER: DB = BENCH MARK DISK
 AB0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0364_STAMPING: G 677 1942
 AB0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0364+STABILITY: SURFACE MOTION
 AB0364
 AB0364  HISTORY     - Date     Condition        Report By
 AB0364  HISTORY     - 1942     MONUMENTED       CGS
 AB0364  HISTORY     - 1950     GOOD             NGS
 AB0364  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0364  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0364  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0364
 AB0364                          STATION DESCRIPTION
 AB0364
 AB0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0364'0.2 MI N FROM BAYVIEW.
 AB0364'0.2 MILE NORTH ALONG A PAVED ROAD FROM CAMERON COUNTY WATER DISTRICT
 AB0364'OFFICE NUMBER 11 AT BAYVIEW, CAMERON COUNTY, 0.3 MILE EAST ALONG A
 AB0364'PAVED ROAD.  AT A ROAD JUNCTION, 37 FEET NORTH OF THE CENTERLINE OF
 AB0364'THE EAST-AND-WEST ROAD, 26 FEET EAST OF THE CENTERLINE OF THE ROAD
 AB0364'LEADING NORTH, 9 FEET SOUTHWEST OF A 36-INCH ROUND IRRIGATION
 AB0364'STANDPIPE, 7 FEET SOUTH OF A 16-INCH ROUND IRRIGATION STANDPIPE, 7
 AB0364'FEET EAST OF A POWERLINE POLE WITH A GUY WIRE, AND 3 FEET WEST OF A
 AB0364'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 677 1942 AND
 AB0364'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 AB0364
 AB0364                          STATION RECOVERY (1987)
 AB0364
 AB0364'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0364'MARK NOT FOUND.
 AB0364
 AB0364                          STATION RECOVERY (1987)
 AB0364
 AB0364'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0364'MARK NOT FOUND.
 AB0364
 AB0364                          STATION RECOVERY (1988)
 AB0364
 AB0364'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0138 ***********************************************************************
 AB0138  DESIGNATION -  G 678
 AB0138  PID         -  AB0138
 AB0138  STATE/COUNTY-  TX/CAMERON
 AB0138  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0138
 AB0138                         *CURRENT SURVEY CONTROL
 AB0138  ___________________________________________________________________
 AB0138* NAD 83(1986)-  25 57 04.     (N)    097 29 12.     (W)     SCALED    
 AB0138* NAVD 88     -         7.625  (meters)      25.02   (feet)  POSTED    
 AB0138  ___________________________________________________________________
 AB0138  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AB0138  DYNAMIC HT  -           7.610 (meters)      24.97  (feet)  COMP
 AB0138  MODELED GRAV-     979,030.3   (mgal)                       NAVD 88
 AB0138
 AB0138  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AB0138
 AB0138.The horizontal coordinates were scaled from a topographic map and have
 AB0138.an estimated accuracy of +/- 6 seconds.
 AB0138
 AB0138.The orthometric height was determined by differential leveling
 AB0138.and adjusted by the National Geodetic Survey in 1992..
 AB0138.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AB0138.rate of 2.1 thru 3.0 mm/km.
 AB0138
 AB0138.The geoid height was determined by GEOID03.
 AB0138
 AB0138.The dynamic height is computed by dividing the NAVD 88
 AB0138.geopotential number by the normal gravity value computed on the
 AB0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0138.degrees latitude (g = 980.6199 gals.).
 AB0138
 AB0138.The modeled gravity was interpolated from observed gravity values.
 AB0138
 AB0138;                    North         East    Units  Estimated Accuracy
 AB0138;SPC TX S     - 5,031,920.      401,500.      MT  (+/- 180 meters Scaled)
 AB0138
 AB0138                          SUPERSEDED SURVEY CONTROL
 AB0138
 AB0138  NGVD 29 (??/??/92)    7.715  (m)           25.31   (f) ADJ UNCH    2 0
 AB0138
 AB0138.Superseded values are not recommended for survey control.
 AB0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0138.See file dsdata.txt to determine how the superseded data were derived.
 AB0138
 AB0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP515711(NAD 83)
 AB0138_MARKER: DB = BENCH MARK DISK
 AB0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0138_STAMPING: G 678 1942
 AB0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0138+STABILITY: SURFACE MOTION
 AB0138
 AB0138  HISTORY     - Date     Condition        Report By
 AB0138  HISTORY     - 1942     MONUMENTED       CGS
 AB0138  HISTORY     - 1950     GOOD             NGS
 AB0138  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0138  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0138
 AB0138                          STATION DESCRIPTION
 AB0138
 AB0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0138'2.6 MI N FROM BROWNSVILLE.
 AB0138'2.6 MILES NORTH ALONG PAREDES LINE ROAD (LOS FRESNOS ROAD) FROM THE
 AB0138'INTERSECTION OF STATE HIGHWAY 48 (BOCA CHICA BOULEVARD) AT
 AB0138'BROWNSVILLE, CAMERON COUNTY, 0.2 MILE NORTH OF BLALACK SCHOOL, 49 FEET
 AB0138'EAST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A
 AB0138'WHITE WOODEN WITNESS POST, AND 2.5 FEET NORTHEAST OF A CORNER FENCE
 AB0138'POST.  A STANDARD DISK, STAMPED G 678 1942 AND SET IN THE TOP OF A
 AB0138'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0138
 AB0138                          STATION RECOVERY (1987)
 AB0138
 AB0138'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0138'MARK NOT FOUND.
 AB0138
 AB0138                          STATION RECOVERY (1990)
 AB0138
 AB0138'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0348 ***********************************************************************
 AB0348  DESIGNATION -  G 679
 AB0348  PID         -  AB0348
 AB0348  STATE/COUNTY-  TX/CAMERON
 AB0348  USGS QUAD   -  LOS FRESNOS (1983)
 AB0348
 AB0348                         *CURRENT SURVEY CONTROL
 AB0348  ___________________________________________________________________
 AB0348* NAD 83(1986)-  26 00 38.     (N)    097 29 30.     (W)     SCALED    
 AB0348* NAVD 88     -         5.017  (meters)      16.46   (feet)  POSTED    
 AB0348  ___________________________________________________________________
 AB0348  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AB0348  DYNAMIC HT  -           5.010 (meters)      16.44  (feet)  COMP
 AB0348  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 AB0348
 AB0348  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AB0348
 AB0348.The horizontal coordinates were scaled from a topographic map and have
 AB0348.an estimated accuracy of +/- 6 seconds.
 AB0348
 AB0348.The orthometric height was determined by differential leveling
 AB0348.and adjusted by the National Geodetic Survey in 1992..
 AB0348.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AB0348.rate of 0.0 thru 1.0 mm/km.
 AB0348
 AB0348.The geoid height was determined by GEOID03.
 AB0348
 AB0348.The dynamic height is computed by dividing the NAVD 88
 AB0348.geopotential number by the normal gravity value computed on the
 AB0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0348.degrees latitude (g = 980.6199 gals.).
 AB0348
 AB0348.The modeled gravity was interpolated from observed gravity values.
 AB0348
 AB0348;                    North         East    Units  Estimated Accuracy
 AB0348;SPC TX S     - 5,038,510.      400,950.      MT  (+/- 180 meters Scaled)
 AB0348
 AB0348                          SUPERSEDED SURVEY CONTROL
 AB0348
 AB0348  NGVD 29 (??/??/92)    5.11   (m)           16.8    (f) COMPUTED    2 0
 AB0348
 AB0348.Superseded values are not recommended for survey control.
 AB0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0348.See file dsdata.txt to determine how the superseded data were derived.
 AB0348
 AB0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP509777(NAD 83)
 AB0348_MARKER: DB = BENCH MARK DISK
 AB0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0348_STAMPING: G 679 1942
 AB0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0348+STABILITY: SURFACE MOTION
 AB0348
 AB0348  HISTORY     - Date     Condition        Report By
 AB0348  HISTORY     - 1942     MONUMENTED       CGS
 AB0348  HISTORY     - 1955     MARK NOT FOUND   NGS
 AB0348  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0348
 AB0348                          STATION DESCRIPTION
 AB0348
 AB0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 AB0348'0.3 MI S FROM OLMITO.
 AB0348'0.3 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE MISSOURI PACIFIC
 AB0348'RAILROAD STATION AT OLMITO, CAMERON COUNTY, 2.6 MILES EAST ALONG A
 AB0348'DIRT ROAD.  0.4 MILE WEST OF THE CROSSING OF THE SOUTHERN PACIFIC
 AB0348'RAILROAD, AT A DRAINAGE DITCH, 48 FEET EAST OF THE CENTER OF A BRIDGE
 AB0348'OVER THE DITCH, 24 FEET SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 AB0348'ROAD, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT NORTH OF
 AB0348'A RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 679 1942 AND SET IN
 AB0348'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.  NOTE--
 AB0348'THE MARK MAY STILL BE COVERED UP BY DIRT AND THE ROAD IS IN POOR
 AB0348'CONDITION AND SELDOM USED.  THE FENCE LINE REFERRED TO IN THE
 AB0348'DESCRIPTION HAS FALLEN INTO DISREPAIR AND IS NOT ACCURATE.
 AB0348
 AB0348                          STATION RECOVERY (1991)
 AB0348
 AB0348'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0058 ***********************************************************************
 BY0058  DESIGNATION -  G 68
 BY0058  PID         -  BY0058
 BY0058  STATE/COUNTY-  TX/SHELBY
 BY0058  USGS QUAD   -  TENAHA EAST (1984)
 BY0058
 BY0058                         *CURRENT SURVEY CONTROL
 BY0058  ___________________________________________________________________
 BY0058* NAD 83(1986)-  31 56 35.     (N)    094 14 52.     (W)     SCALED    
 BY0058* NAVD 88     -       108.989  (meters)     357.57   (feet)  ADJUSTED  
 BY0058  ___________________________________________________________________
 BY0058  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY0058  DYNAMIC HT  -         108.861 (meters)     357.15  (feet)  COMP
 BY0058  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 BY0058
 BY0058  VERT ORDER  -  FIRST     CLASS II
 BY0058
 BY0058.The horizontal coordinates were scaled from a topographic map and have
 BY0058.an estimated accuracy of +/- 6 seconds.
 BY0058
 BY0058.The orthometric height was determined by differential leveling
 BY0058.and adjusted by the National Geodetic Survey in June 1991..
 BY0058
 BY0058.The geoid height was determined by GEOID03.
 BY0058
 BY0058.The dynamic height is computed by dividing the NAVD 88
 BY0058.geopotential number by the normal gravity value computed on the
 BY0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0058.degrees latitude (g = 980.6199 gals.).
 BY0058
 BY0058.The modeled gravity was interpolated from observed gravity values.
 BY0058
 BY0058;                    North         East    Units  Estimated Accuracy
 BY0058;SPC TX C     - 3,268,100.    1,275,120.      MT  (+/- 180 meters Scaled)
 BY0058
 BY0058                          SUPERSEDED SURVEY CONTROL
 BY0058
 BY0058  NGVD 29 (??/??/92)  109.019  (m)          357.67   (f) ADJ UNCH    1 2
 BY0058
 BY0058.Superseded values are not recommended for survey control.
 BY0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0058.See file dsdata.txt to determine how the superseded data were derived.
 BY0058
 BY0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR820348(NAD 83)
 BY0058_MARKER: DB = BENCH MARK DISK
 BY0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0058_SP_SET: BUILDING WALL
 BY0058_STAMPING: G 68 1919 ELEV 357.673
 BY0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0058
 BY0058  HISTORY     - Date     Condition        Report By
 BY0058  HISTORY     - 1919     MONUMENTED       CGS
 BY0058  HISTORY     - 1952     GOOD             NGS
 BY0058  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0058  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0058
 BY0058                          STATION DESCRIPTION
 BY0058
 BY0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0058'IN TENAHA.
 BY0058'AT TENAHA, ON THE WEST SIDE OF THE PUBLIC SQUARE, AT THE EAST TEXAS
 BY0058'PRINTING COMPANY OFFICE, 123 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 BY0058'THE MAIN TRACK OF THE RAILROAD, 45 FEET SOUTHWEST OF THE CENTER LINE
 BY0058'OF THE STREET, 4.3 FEET NORTHWEST OF THE CENTER OF THE NORTHEAST MAIN
 BY0058'ENTRANCE TO THE TENAHA FOOD AND SUPPLY STORE, 1.8 FEET SOUTHEAST OF
 BY0058'THE SOUTHEAST EDGE OF THE NORTHEAST MAIN ENTRANCE TO THE PRINTING
 BY0058'COMPANY OFFICE, 4 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE
 BY0058'NORTHEAST BRICK WALL OF THE BUILDING.
 BY0058
 BY0058                          STATION RECOVERY (1979)
 BY0058
 BY0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0058'MARK NOT FOUND.
 BY0058
 BY0058                          STATION RECOVERY (1979)
 BY0058
 BY0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0058'THE SIDE OF THE BUILDING HAS BEEN COVERED BY BOARD SIDING. THE BRICK
 BY0058'WALL IS STILL BEHIND THE NEW SIDING. MARK MAY STILL BE THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0849 ***********************************************************************
 AB0849  DESIGNATION -  G 680
 AB0849  PID         -  AB0849
 AB0849  STATE/COUNTY-  TX/CAMERON
 AB0849  USGS QUAD   -  OLMITO (1983)
 AB0849
 AB0849                         *CURRENT SURVEY CONTROL
 AB0849  ___________________________________________________________________
 AB0849* NAD 83(1986)-  26 00 58.     (N)    097 33 27.     (W)     SCALED    
 AB0849* NAVD 88     -         9.397  (meters)      30.83   (feet)  ADJUSTED  
 AB0849  ___________________________________________________________________
 AB0849  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 AB0849  DYNAMIC HT  -           9.382 (meters)      30.78  (feet)  COMP
 AB0849  MODELED GRAV-     979,029.2   (mgal)                       NAVD 88
 AB0849
 AB0849  VERT ORDER  -  SECOND    CLASS 0
 AB0849
 AB0849.The horizontal coordinates were scaled from a topographic map and have
 AB0849.an estimated accuracy of +/- 6 seconds.
 AB0849
 AB0849.The orthometric height was determined by differential leveling
 AB0849.and adjusted by the National Geodetic Survey in June 1991..
 AB0849
 AB0849.The geoid height was determined by GEOID03.
 AB0849
 AB0849.The dynamic height is computed by dividing the NAVD 88
 AB0849.geopotential number by the normal gravity value computed on the
 AB0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0849.degrees latitude (g = 980.6199 gals.).
 AB0849
 AB0849.The modeled gravity was interpolated from observed gravity values.
 AB0849
 AB0849;                    North         East    Units  Estimated Accuracy
 AB0849;SPC TX S     - 5,039,070.      394,350.      MT  (+/- 180 meters Scaled)
 AB0849
 AB0849                          SUPERSEDED SURVEY CONTROL
 AB0849
 AB0849  NGVD 29 (??/??/92)    9.48   (m)           31.1    (f) COMPUTED    2 0
 AB0849
 AB0849.Superseded values are not recommended for survey control.
 AB0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0849.See file dsdata.txt to determine how the superseded data were derived.
 AB0849
 AB0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP443782(NAD 83)
 AB0849_MARKER: DB = BENCH MARK DISK
 AB0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0849_STAMPING: G 680 1942
 AB0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0849+STABILITY: SURFACE MOTION
 AB0849
 AB0849  HISTORY     - Date     Condition        Report By
 AB0849  HISTORY     - 1942     MONUMENTED       CGS
 AB0849  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0849  HISTORY     - 19910321 MARK NOT FOUND   USPSQD
 AB0849
 AB0849                          STATION DESCRIPTION
 AB0849
 AB0849'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0849'2.0 MI SW FROM OLMITO.
 AB0849'2.0 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 AB0849'OLMITO, CAMERON COUNTY, 1.2 MILES WEST ALONG A DIRT ROAD.  0.1 MILE
 AB0849'EAST OF THE INTERSECTION OF ANOTHER DIRT ROAD, 31 FEET NORTH OF THE
 AB0849'CENTERLINE OF THE MAIN ROAD, 3 FEET EAST OF A WHITE WOODEN WITNESS
 AB0849'POST, AND LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AB0849'PROJECTING 0.3 FOOT ABOVE GROUND.
 AB0849
 AB0849                          STATION RECOVERY (1991)
 AB0849
 AB0849'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0865 ***********************************************************************
 AB0865  DESIGNATION -  G 682
 AB0865  PID         -  AB0865
 AB0865  STATE/COUNTY-  TX/CAMERON
 AB0865  USGS QUAD   -  LA PALOMA (1970)
 AB0865
 AB0865                         *CURRENT SURVEY CONTROL
 AB0865  ___________________________________________________________________
 AB0865* NAD 83(1986)-  26 01 49.     (N)    097 38 43.     (W)     SCALED    
 AB0865* NAVD 88     -        15.493  (meters)      50.83   (feet)  ADJUSTED  
 AB0865  ___________________________________________________________________
 AB0865  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 AB0865  DYNAMIC HT  -          15.468 (meters)      50.75  (feet)  COMP
 AB0865  MODELED GRAV-     979,022.6   (mgal)                       NAVD 88
 AB0865
 AB0865  VERT ORDER  -  SECOND    CLASS 0
 AB0865
 AB0865.The horizontal coordinates were scaled from a topographic map and have
 AB0865.an estimated accuracy of +/- 6 seconds.
 AB0865
 AB0865.The orthometric height was determined by differential leveling
 AB0865.and adjusted by the National Geodetic Survey in June 1991..
 AB0865
 AB0865.The geoid height was determined by GEOID03.
 AB0865
 AB0865.The dynamic height is computed by dividing the NAVD 88
 AB0865.geopotential number by the normal gravity value computed on the
 AB0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0865.degrees latitude (g = 980.6199 gals.).
 AB0865
 AB0865.The modeled gravity was interpolated from observed gravity values.
 AB0865
 AB0865;                    North         East    Units  Estimated Accuracy
 AB0865;SPC TX S     - 5,040,580.      385,550.      MT  (+/- 180 meters Scaled)
 AB0865
 AB0865                          SUPERSEDED SURVEY CONTROL
 AB0865
 AB0865  NGVD 29 (??/??/92)   15.591  (m)           51.15   (f) ADJ UNCH    2 0
 AB0865
 AB0865.Superseded values are not recommended for survey control.
 AB0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0865.See file dsdata.txt to determine how the superseded data were derived.
 AB0865
 AB0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP355797(NAD 83)
 AB0865_MARKER: DD = SURVEY DISK
 AB0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0865_STAMPING: G 682 1942
 AB0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0865+STABILITY: SURFACE MOTION
 AB0865
 AB0865  HISTORY     - Date     Condition        Report By
 AB0865  HISTORY     - 1942     MONUMENTED       IBC
 AB0865  HISTORY     - 1942     GOOD             NGS
 AB0865  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0865
 AB0865                          STATION DESCRIPTION
 AB0865
 AB0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0865'12.7 MI NW FROM BROWNSVILLE.
 AB0865'12.7 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNIOR HIGH
 AB0865'SCHOOL AT BROWNSVILLE, CAMERON COUNTY, 216 FEET WEST OF REA CO-OP POLE
 AB0865'NO. 15V183, 90 FEET SOUTHWEST OF THE SOUTHWEST END OF A WOODEN BRIDGE
 AB0865'OVER A DRAINAGE CANAL, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0865'2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER
 AB0865'THAN THE HIGHWAY.  AN INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK,
 AB0865'STAMPED G 682 1942 AND SET IN THE TOP OF A 4-INCH IRON PIPE FILLED
 AB0865'WITH CONCRETE AND PROJECTING 1.4 FEET ABOVE GROUND.
 AB0865
 AB0865                          STATION RECOVERY (1987)
 AB0865
 AB0865'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0795 ***********************************************************************
 AB0795  DESIGNATION -  G 683
 AB0795  PID         -  AB0795
 AB0795  STATE/COUNTY-  TX/CAMERON
 AB0795  USGS QUAD   -  MERCEDES (1983)
 AB0795
 AB0795                         *CURRENT SURVEY CONTROL
 AB0795  ___________________________________________________________________
 AB0795* NAD 83(1986)-  26 08 41.     (N)    097 54 06.     (W)     SCALED    
 AB0795* NAVD 88     -        18.027  (meters)      59.14   (feet)  ADJUSTED  
 AB0795  ___________________________________________________________________
 AB0795  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 AB0795  DYNAMIC HT  -          17.998 (meters)      59.05  (feet)  COMP
 AB0795  MODELED GRAV-     979,015.7   (mgal)                       NAVD 88
 AB0795
 AB0795  VERT ORDER  -  SECOND    CLASS 0
 AB0795
 AB0795.The horizontal coordinates were scaled from a topographic map and have
 AB0795.an estimated accuracy of +/- 6 seconds.
 AB0795
 AB0795.The orthometric height was determined by differential leveling
 AB0795.and adjusted by the National Geodetic Survey in June 1991..
 AB0795
 AB0795.The geoid height was determined by GEOID03.
 AB0795
 AB0795.The dynamic height is computed by dividing the NAVD 88
 AB0795.geopotential number by the normal gravity value computed on the
 AB0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0795.degrees latitude (g = 980.6199 gals.).
 AB0795
 AB0795.The modeled gravity was interpolated from observed gravity values.
 AB0795
 AB0795;                    North         East    Units  Estimated Accuracy
 AB0795;SPC TX S     - 5,053,110.      359,830.      MT  (+/- 180 meters Scaled)
 AB0795
 AB0795                          SUPERSEDED SURVEY CONTROL
 AB0795
 AB0795  NGVD 29 (??/??/92)   18.138  (m)           59.51   (f) ADJ UNCH    2 0
 AB0795
 AB0795.Superseded values are not recommended for survey control.
 AB0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0795.See file dsdata.txt to determine how the superseded data were derived.
 AB0795
 AB0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP097921(NAD 83)
 AB0795_MARKER: DB = BENCH MARK DISK
 AB0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0795_STAMPING: G 683 1942
 AB0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0795+STABILITY: SURFACE MOTION
 AB0795
 AB0795  HISTORY     - Date     Condition        Report By
 AB0795  HISTORY     - 1942     MONUMENTED       CGS
 AB0795  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0795  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0795
 AB0795                          STATION DESCRIPTION
 AB0795
 AB0795'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0795'1.05 MI SE FROM MERCEDES.
 AB0795'1.05 MILE (FOUR BLOCKS) SOUTHEAST ALONG SOUTH TEXAS AVENUE FROM THE
 AB0795'QUEEN CITY PHARMACY BUILDING AT MERCEDES, HIDALGO COUNTY, 0.65 MILE
 AB0795'EAST ALONG A PAVED COUNTY ROAD, AT THE INTERSECTION OF A GRAVEL ROAD
 AB0795'LEADING EAST AT A RIGHT-ANGLE TURN TO THE SOUTH IN THE COUNTY ROAD,
 AB0795'121.5 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 27.5 FEET
 AB0795'NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 2 FEET EAST OF A TELEPHONE
 AB0795'POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 AB0795'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED G 683 1942 AND SET IN
 AB0795'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AB0795
 AB0795                          STATION RECOVERY (1991)
 AB0795
 AB0795'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0251 ***********************************************************************
 AE0251  DESIGNATION -  G 684
 AE0251  PID         -  AE0251
 AE0251  STATE/COUNTY-  TX/HIDALGO
 AE0251  USGS QUAD   -  SAN JUAN SE (1962)
 AE0251
 AE0251                         *CURRENT SURVEY CONTROL
 AE0251  ___________________________________________________________________
 AE0251* NAD 83(1986)-  26 04 32.     (N)    098 03 22.     (W)     SCALED    
 AE0251* NAVD 88     -        24.540  (meters)      80.51   (feet)  ADJUSTED  
 AE0251  ___________________________________________________________________
 AE0251  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AE0251  DYNAMIC HT  -          24.500 (meters)      80.38  (feet)  COMP
 AE0251  MODELED GRAV-     978,995.2   (mgal)                       NAVD 88
 AE0251
 AE0251  VERT ORDER  -  SECOND    CLASS 0
 AE0251
 AE0251.The horizontal coordinates were scaled from a topographic map and have
 AE0251.an estimated accuracy of +/- 6 seconds.
 AE0251
 AE0251.The orthometric height was determined by differential leveling
 AE0251.and adjusted by the National Geodetic Survey in June 1991..
 AE0251
 AE0251.The geoid height was determined by GEOID03.
 AE0251
 AE0251.The dynamic height is computed by dividing the NAVD 88
 AE0251.geopotential number by the normal gravity value computed on the
 AE0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0251.degrees latitude (g = 980.6199 gals.).
 AE0251
 AE0251.The modeled gravity was interpolated from observed gravity values.
 AE0251
 AE0251;                    North         East    Units  Estimated Accuracy
 AE0251;SPC TX S     - 5,045,380.      344,410.      MT  (+/- 180 meters Scaled)
 AE0251
 AE0251                          SUPERSEDED SURVEY CONTROL
 AE0251
 AE0251  NGVD 29 (??/??/92)   24.658  (m)           80.90   (f) ADJ UNCH    2 0
 AE0251
 AE0251.Superseded values are not recommended for survey control.
 AE0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0251.See file dsdata.txt to determine how the superseded data were derived.
 AE0251
 AE0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP944843(NAD 83)
 AE0251_MARKER: DB = BENCH MARK DISK
 AE0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0251_STAMPING: G 684 1942
 AE0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0251+STABILITY: SURFACE MOTION
 AE0251
 AE0251  HISTORY     - Date     Condition        Report By
 AE0251  HISTORY     - 1942     MONUMENTED       CGS
 AE0251  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0251
 AE0251                          STATION DESCRIPTION
 AE0251
 AE0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0251'0.3 MI E FROM RAY PAUL.
 AE0251'TO REACH FROM RUN SCHOOL NO. 1 AT RAY PAUL, PROCEED 0.3 MILE EASTERLY
 AE0251'ALONG THE OLD MILITARY ROAD TO A POINT WHERE AN IRRIGATION CANAL MAKES
 AE0251'A RIGHT ANGLE BEND TO THE NORTH LEAVING THE ROAD AND SITE OF BENCH
 AE0251'MARK.  BENCH MARK IS 80.0 YARDS WEST OF A RIGHT ANGLE BEND TO THE
 AE0251'NORTH IN THE IRRIGATION CANAL.  IT IS 28.0 FEET SOUTH OF AND ABOUT 1.0
 AE0251'FOOT BELOW THE CENTERLINE OF THE ROAD, 2.0 FEET WEST OF A TELEPHONE
 AE0251'POLE.  MONUMENT IS 2.0 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0251'POST AND PROJECTS ABOUT 0.2 FOOT ABOVE THE GROUND.
 AE0251
 AE0251                          STATION RECOVERY (1961)
 AE0251
 AE0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AE0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0252 ***********************************************************************
 AE0252  DESIGNATION -  G 684 RESET 1948
 AE0252  PID         -  AE0252
 AE0252  STATE/COUNTY-  TX/HIDALGO
 AE0252  USGS QUAD   -  SAN JUAN SE (1962)
 AE0252
 AE0252                         *CURRENT SURVEY CONTROL
 AE0252  ___________________________________________________________________
 AE0252* NAD 83(1986)-  26 04 32.     (N)    098 03 22.     (W)     SCALED    
 AE0252* NAVD 88     -        24.54   (meters)      80.5    (feet)  RESET     
 AE0252  ___________________________________________________________________
 AE0252  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AE0252
 AE0252  VERT ORDER  -  THIRD
 AE0252
 AE0252.The horizontal coordinates were scaled from a topographic map and have
 AE0252.an estimated accuracy of +/- 6 seconds.
 AE0252
 AE0252.The orthometric height was computed from unverified reset data.
 AE0252
 AE0252.The geoid height was determined by GEOID03.
 AE0252
 AE0252;                    North         East    Units  Estimated Accuracy
 AE0252;SPC TX S     - 5,045,380.      344,410.      MT  (+/- 180 meters Scaled)
 AE0252
 AE0252                          SUPERSEDED SURVEY CONTROL
 AE0252
 AE0252.No superseded survey control is available for this station.
 AE0252
 AE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP944843(NAD 83)
 AE0252_MARKER: DB = BENCH MARK DISK
 AE0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0252_STAMPING: G 684 RESET 1948
 AE0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0252+STABILITY: SURFACE MOTION
 AE0252
 AE0252  HISTORY     - Date     Condition        Report By
 AE0252  HISTORY     - 1948     MONUMENTED       TXHD
 AE0252  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0252
 AE0252                          STATION DESCRIPTION
 AE0252
 AE0252'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE0252'0.3 MI E FROM RAY PAUL.
 AE0252'0.3 MILE EAST ALONG U.S. HIGHWAY 281 FROM RUN SCHOOL NO. 1 AT RAY
 AE0252'PAUL, HIDALGO COUNTY, 80 YARDS WEST OF A RIGHT-ANGLE TURN TO THE NORTH
 AE0252'IN AN IRRIGATION CANAL, 26 FEET SOUTH OF THE CENTERLINE OF THE
 AE0252'HIGHWAY, AND NEAR A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 AE0252'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0519 ***********************************************************************
 AE0519  DESIGNATION -  G 686
 AE0519  PID         -  AE0519
 AE0519  STATE/COUNTY-  TX/HIDALGO
 AE0519  USGS QUAD   -  MISSION (1983)
 AE0519
 AE0519                         *CURRENT SURVEY CONTROL
 AE0519  ___________________________________________________________________
 AE0519* NAD 83(1986)-  26 14 12.     (N)    098 19 19.     (W)     SCALED    
 AE0519* NAVD 88     -        42.954  (meters)     140.92   (feet)  ADJUSTED  
 AE0519  ___________________________________________________________________
 AE0519  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE0519  DYNAMIC HT  -          42.883 (meters)     140.69  (feet)  COMP
 AE0519  MODELED GRAV-     978,994.7   (mgal)                       NAVD 88
 AE0519
 AE0519  VERT ORDER  -  FIRST     CLASS II
 AE0519
 AE0519.The horizontal coordinates were scaled from a topographic map and have
 AE0519.an estimated accuracy of +/- 6 seconds.
 AE0519
 AE0519.The orthometric height was determined by differential leveling
 AE0519.and adjusted by the National Geodetic Survey in June 1991..
 AE0519.WARNING-Repeat measurements at this control monument indicate possible
 AE0519.vertical movement.
 AE0519
 AE0519.The geoid height was determined by GEOID03.
 AE0519
 AE0519.The dynamic height is computed by dividing the NAVD 88
 AE0519.geopotential number by the normal gravity value computed on the
 AE0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0519.degrees latitude (g = 980.6199 gals.).
 AE0519
 AE0519.The modeled gravity was interpolated from observed gravity values.
 AE0519
 AE0519;                    North         East    Units  Estimated Accuracy
 AE0519;SPC TX S     - 5,063,170.      317,790.      MT  (+/- 180 meters Scaled)
 AE0519
 AE0519                          SUPERSEDED SURVEY CONTROL
 AE0519
 AE0519  NGVD 29 (??/??/92)   43.028  (m)          141.17   (f) ADJ UNCH    1 2
 AE0519
 AE0519.Superseded values are not recommended for survey control.
 AE0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0519.See file dsdata.txt to determine how the superseded data were derived.
 AE0519
 AE0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ677020(NAD 83)
 AE0519_MARKER: DB = BENCH MARK DISK
 AE0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0519_SP_SET: CULVERT
 AE0519_STAMPING: G 686 1942
 AE0519_MARK LOGO: CGS   
 AE0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0519
 AE0519  HISTORY     - Date     Condition        Report By
 AE0519  HISTORY     - 1942     MONUMENTED       CGS
 AE0519  HISTORY     - 1981     GOOD             NGS
 AE0519  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0519  HISTORY     - 19920409 MARK NOT FOUND   USPSQD
 AE0519  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 AE0519
 AE0519                          STATION DESCRIPTION
 AE0519
 AE0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0519'1.5 MI N FROM MISSION.
 AE0519'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY BUILDING AT
 AE0519'MISSION, PROCEED 1.5 MILE NORTHERLY ALONG STATE HIGHWAY NO. 107 TO AN
 AE0519'IRRIGATION CANAL AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0519'HORIZONTALLY IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL
 AE0519'OF A CONCRETE IRRIGATION CANAL CULVERT BETWEEN THE HIGHWAY AND THE
 AE0519'MISSOURI PACIFIC RAILROAD TRACK.  IT IS 42.4 FEET WEST OF AND ABOUT
 AE0519'2.0 FEET ABOVE THE CENTERLINE OF THE HIGHWAY, 15.7 FEET EAST OF THE
 AE0519'CENTERLINE OF THE RAILROAD TRACK.
 AE0519
 AE0519                          STATION RECOVERY (1981)
 AE0519
 AE0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0519'RECOVERED IN GOOD CONDITION.
 AE0519
 AE0519                          STATION RECOVERY (1987)
 AE0519
 AE0519'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0519'MARK NOT FOUND.
 AE0519
 AE0519                          STATION RECOVERY (1992)
 AE0519
 AE0519'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0519'MARK NOT FOUND.
 AE0519
 AE0519                          STATION RECOVERY (2004)
 AE0519
 AE0519'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE0519'FIRST STATE BANK AND TRUST COMPANY IS NOW CALLED TEXAS STATE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0748 ***********************************************************************
 AE0748  DESIGNATION -  G 687
 AE0748  PID         -  AE0748
 AE0748  STATE/COUNTY-  TX/STARR
 AE0748  USGS QUAD   -  EL SAUZ (1993)
 AE0748
 AE0748                         *CURRENT SURVEY CONTROL
 AE0748  ___________________________________________________________________
 AE0748* NAD 83(1986)-  26 33 48.     (N)    098 52 28.     (W)     SCALED    
 AE0748* NAVD 88     -        81.159  (meters)     266.27   (feet)  ADJUSTED  
 AE0748  ___________________________________________________________________
 AE0748  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AE0748  DYNAMIC HT  -          81.026 (meters)     265.83  (feet)  COMP
 AE0748  MODELED GRAV-     979,008.2   (mgal)                       NAVD 88
 AE0748
 AE0748  VERT ORDER  -  SECOND    CLASS 0
 AE0748
 AE0748.The horizontal coordinates were scaled from a topographic map and have
 AE0748.an estimated accuracy of +/- 6 seconds.
 AE0748
 AE0748.The orthometric height was determined by differential leveling
 AE0748.and adjusted by the National Geodetic Survey in June 1991..
 AE0748
 AE0748.The geoid height was determined by GEOID03.
 AE0748
 AE0748.The dynamic height is computed by dividing the NAVD 88
 AE0748.geopotential number by the normal gravity value computed on the
 AE0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0748.degrees latitude (g = 980.6199 gals.).
 AE0748
 AE0748.The modeled gravity was interpolated from observed gravity values.
 AE0748
 AE0748;                    North         East    Units  Estimated Accuracy
 AE0748;SPC TX S     - 5,099,400.      262,700.      MT  (+/- 180 meters Scaled)
 AE0748
 AE0748                          SUPERSEDED SURVEY CONTROL
 AE0748
 AE0748  NGVD 29 (??/??/92)   81.216  (m)          266.46   (f) ADJ UNCH    2 0
 AE0748
 AE0748.Superseded values are not recommended for survey control.
 AE0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0748.See file dsdata.txt to determine how the superseded data were derived.
 AE0748
 AE0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ125380(NAD 83)
 AE0748_MARKER: DB = BENCH MARK DISK
 AE0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0748_STAMPING: G 687 1942
 AE0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0748+STABILITY: SURFACE MOTION
 AE0748
 AE0748  HISTORY     - Date     Condition        Report By
 AE0748  HISTORY     - 1942     MONUMENTED       CGS
 AE0748  HISTORY     - 1972     MARK NOT FOUND   NGS
 AE0748
 AE0748                          STATION DESCRIPTION
 AE0748
 AE0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0748'14.4 MI NW FROM RIO GRANDE CITY.
 AE0748'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY IN RIO GRANDE
 AE0748'CITY, PROCEED 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 83 TO THE
 AE0748'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY, THENCE 13.5 MILES
 AE0748'NORTHWESTERLY ALONG GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0748'ABOUT 0.35 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD RUNNING
 AE0748'NORTHEAST AND SOUTHWEST.  IT IS 0.1 MILE NORTH OF A SMALL DITCH ACROSS
 AE0748'ROAD, 19.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AE0748'GRAVEL ROAD, 1.0 FOOT EAST OF THE RIGHT OF WAY FENCE. MONUMENT IS 2.0
 AE0748'FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKERPOST AND PROJECTS 0.3
 AE0748'FOOT.  NOTE-- THIS BENCH MARK IS 0.75 MILE SOUTH OF THE SCHOOL
 AE0748'BUILDING AT EL.SAUZ.
 AE0748
 AE0748                          STATION RECOVERY (1972)
 AE0748
 AE0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AE0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0547 ***********************************************************************
 AE0547  DESIGNATION -  G 688
 AE0547  PID         -  AE0547
 AE0547  STATE/COUNTY-  TX/HIDALGO
 AE0547  USGS QUAD   -  CITRUS CITY (1980)
 AE0547
 AE0547                         *CURRENT SURVEY CONTROL
 AE0547  ___________________________________________________________________
 AE0547* NAD 83(1986)-  26 21 59.     (N)    098 27 53.     (W)     SCALED    
 AE0547* NAVD 88     -        75.383  (meters)     247.32   (feet)  ADJUSTED  
 AE0547  ___________________________________________________________________
 AE0547  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AE0547  DYNAMIC HT  -          75.259 (meters)     246.91  (feet)  COMP
 AE0547  MODELED GRAV-     978,995.6   (mgal)                       NAVD 88
 AE0547
 AE0547  VERT ORDER  -  SECOND    CLASS 0
 AE0547
 AE0547.The horizontal coordinates were scaled from a topographic map and have
 AE0547.an estimated accuracy of +/- 6 seconds.
 AE0547
 AE0547.The orthometric height was determined by differential leveling
 AE0547.and adjusted by the National Geodetic Survey in June 1991..
 AE0547
 AE0547.The geoid height was determined by GEOID03.
 AE0547
 AE0547.The dynamic height is computed by dividing the NAVD 88
 AE0547.geopotential number by the normal gravity value computed on the
 AE0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0547.degrees latitude (g = 980.6199 gals.).
 AE0547
 AE0547.The modeled gravity was interpolated from observed gravity values.
 AE0547
 AE0547;                    North         East    Units  Estimated Accuracy
 AE0547;SPC TX S     - 5,077,530.      303,520.      MT  (+/- 180 meters Scaled)
 AE0547
 AE0547                          SUPERSEDED SURVEY CONTROL
 AE0547
 AE0547  NGVD 29 (??/??/92)   75.486  (m)          247.66   (f) ADJ UNCH    2 0
 AE0547
 AE0547.Superseded values are not recommended for survey control.
 AE0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0547.See file dsdata.txt to determine how the superseded data were derived.
 AE0547
 AE0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ534163(NAD 83)
 AE0547_MARKER: DB = BENCH MARK DISK
 AE0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0547_STAMPING: G 688 1942
 AE0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0547+STABILITY: SURFACE MOTION
 AE0547
 AE0547  HISTORY     - Date     Condition        Report By
 AE0547  HISTORY     - 1942     MONUMENTED       CGS
 AE0547  HISTORY     - 1965     GOOD             NGS
 AE0547
 AE0547                          STATION DESCRIPTION
 AE0547
 AE0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0547'8.5 MI N FROM LA JOYA.
 AE0547'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0547'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0547'GRAVEL ROAD LEADING NORTH, THENCE 8.2 MILES NORTHERLY ALONG A GRAVEL
 AE0547'ROAD TO A WINDMILL AND A LARGE CONCRETE WATER TANK AND SITE OF BENCH
 AE0547'MARK.  BENCH MARK IS 121.0 YARDS EAST AND 134.0 YARDS NORTH OF A
 AE0547'WINDMILL AND A LARGE CONCRETE WATER TANK.  IT IS 33.4 FEET EAST OF AND
 AE0547'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 1.0 FOOT WEST
 AE0547'OF THE EAST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.1 FEET NORTH OF A 4X4
 AE0547'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AE0547
 AE0547                          STATION RECOVERY (1965)
 AE0547
 AE0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AE0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0776 ***********************************************************************
 AE0776  DESIGNATION -  G 689
 AE0776  PID         -  AE0776
 AE0776  STATE/COUNTY-  TX/JIM HOGG
 AE0776  USGS QUAD   -  GUERRA (1983)
 AE0776
 AE0776                         *CURRENT SURVEY CONTROL
 AE0776  ___________________________________________________________________
 AE0776* NAD 83(1986)-  26 52 41.     (N)    098 53 40.     (W)     SCALED    
 AE0776* NAVD 88     -       168.190  (meters)     551.80   (feet)  ADJUSTED  
 AE0776  ___________________________________________________________________
 AE0776  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AE0776  DYNAMIC HT  -         167.915 (meters)     550.90  (feet)  COMP
 AE0776  MODELED GRAV-     979,008.4   (mgal)                       NAVD 88
 AE0776
 AE0776  VERT ORDER  -  SECOND    CLASS 0
 AE0776
 AE0776.The horizontal coordinates were scaled from a topographic map and have
 AE0776.an estimated accuracy of +/- 6 seconds.
 AE0776
 AE0776.The orthometric height was determined by differential leveling
 AE0776.and adjusted by the National Geodetic Survey in June 1991..
 AE0776
 AE0776.The geoid height was determined by GEOID03.
 AE0776
 AE0776.The dynamic height is computed by dividing the NAVD 88
 AE0776.geopotential number by the normal gravity value computed on the
 AE0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0776.degrees latitude (g = 980.6199 gals.).
 AE0776
 AE0776.The modeled gravity was interpolated from observed gravity values.
 AE0776
 AE0776;                    North         East    Units  Estimated Accuracy
 AE0776;SPC TX S     - 5,134,270.      260,810.      MT  (+/- 180 meters Scaled)
 AE0776
 AE0776                          SUPERSEDED SURVEY CONTROL
 AE0776
 AE0776  NGVD 29 (??/??/92)  168.23   (m)          551.9    (f) COMPUTED    2 0
 AE0776
 AE0776.Superseded values are not recommended for survey control.
 AE0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0776.See file dsdata.txt to determine how the superseded data were derived.
 AE0776
 AE0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ104729(NAD 83)
 AE0776_MARKER: DB = BENCH MARK DISK
 AE0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0776_STAMPING: G 689 1942
 AE0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0776+STABILITY: SURFACE MOTION
 AE0776
 AE0776  HISTORY     - Date     Condition        Report By
 AE0776  HISTORY     - 1942     MONUMENTED       CGS
 AE0776
 AE0776                          STATION DESCRIPTION
 AE0776
 AE0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0776'9.65 MI N FROM VIBORAS.
 AE0776'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED 9.65 MILES NORTHERLY
 AE0776'ALONG A GRAVEL ROAD TO A CATTLE GUARD AND SITE OF BENCH MARK. BENCH
 AE0776'MARK IS 36.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0776'CENTERLINE OF GRAVEL ROAD.  IT IS 30.0 FEET WEST OF THE WEST END OF
 AE0776'CATTLE GUARD, 2.0 FEET NORTH OF A PASTURE FENCE.  MONUMENT IS 3.0 FEET
 AE0776'WEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AE0776'NOTE-- THIS BENCH MARK IS 0.6 MILE SOUTH OF THE SCHOOL BUILDING AT
 AE0776'GUERRA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0777 ***********************************************************************
 AE0777  DESIGNATION -  G 689 RESET 1948
 AE0777  PID         -  AE0777
 AE0777  STATE/COUNTY-  TX/JIM HOGG
 AE0777  USGS QUAD   -  GUERRA (1983)
 AE0777
 AE0777                         *CURRENT SURVEY CONTROL
 AE0777  ___________________________________________________________________
 AE0777* NAD 83(1986)-  26 52 41.     (N)    098 53 40.     (W)     SCALED    
 AE0777* NAVD 88     -       168.19   (meters)     551.8    (feet)  RESET     
 AE0777  ___________________________________________________________________
 AE0777  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AE0777
 AE0777  VERT ORDER  -  THIRD
 AE0777
 AE0777.The horizontal coordinates were scaled from a topographic map and have
 AE0777.an estimated accuracy of +/- 6 seconds.
 AE0777
 AE0777.The orthometric height was computed from unverified reset data.
 AE0777
 AE0777.The geoid height was determined by GEOID03.
 AE0777
 AE0777;                    North         East    Units  Estimated Accuracy
 AE0777;SPC TX S     - 5,134,270.      260,810.      MT  (+/- 180 meters Scaled)
 AE0777
 AE0777                          SUPERSEDED SURVEY CONTROL
 AE0777
 AE0777.No superseded survey control is available for this station.
 AE0777
 AE0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ104729(NAD 83)
 AE0777_MARKER: DB = BENCH MARK DISK
 AE0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0777_STAMPING: G 689 RESET 1948
 AE0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0777+STABILITY: SURFACE MOTION
 AE0777
 AE0777  HISTORY     - Date     Condition        Report By
 AE0777  HISTORY     - 1948     MONUMENTED       TXHD
 AE0777  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0777
 AE0777                          STATION DESCRIPTION
 AE0777
 AE0777'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AE0777'9.6 MI N FROM VIBORAS.
 AE0777'IN JIM HOGG COUNTY, 9.6 MILES NORTH ALONG FARM-TO-MARKET ROAD 649 FROM
 AE0777'THE POST OFFICE AT VIBORAS, STARR COUNTY, AT A CATTLE GUARD, AND 40
 AE0777'FEET WEST OF THE CENTER LINE OF THE ROAD. A STANDARD DISK, STAMPED G
 AE0777'689 RESET 1948 AND SET IN THE TOP OF A CONCRETE POST.
 AE0777
 AE0777                          STATION RECOVERY (1972)
 AE0777
 AE0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4040 ***********************************************************************
 AW4040  DESIGNATION -  G 692
 AW4040  PID         -  AW4040
 AW4040  STATE/COUNTY-  TX/BRAZORIA
 AW4040  USGS QUAD   -  JULIFF (1974)
 AW4040
 AW4040                         *CURRENT SURVEY CONTROL
 AW4040  ___________________________________________________________________
 AW4040* NAD 83(1986)-  29 24 06.     (N)    095 28 47.     (W)     SCALED    
 AW4040* NAVD 88     -        18.30   (+/-2cm)      60.0    (feet)  VERTCON   
 AW4040  ___________________________________________________________________
 AW4040  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW4040
 AW4040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4040
 AW4040.The horizontal coordinates were scaled from a topographic map and have
 AW4040.an estimated accuracy of +/- 6 seconds.
 AW4040
 AW4040.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4040.The vertical order pertains to the NGVD 29 superseded value.
 AW4040
 AW4040.The geoid height was determined by GEOID03.
 AW4040
 AW4040;                    North         East    Units  Estimated Accuracy
 AW4040;SPC TXSC     - 4,178,950.      941,580.      MT  (+/- 180 meters Scaled)
 AW4040
 AW4040                          SUPERSEDED SURVEY CONTROL
 AW4040
 AW4040  NGVD 29 (??/??/92)   18.299  (m)           60.04   (f) ADJ UNCH    2 0
 AW4040
 AW4040.Superseded values are not recommended for survey control.
 AW4040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4040.See file dsdata.txt to determine how the superseded data were derived.
 AW4040
 AW4040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN593550(NAD 83)
 AW4040_MARKER: DB = BENCH MARK DISK
 AW4040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4040_SP_SET: CULVERT
 AW4040_STAMPING: G 692 1942
 AW4040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4040
 AW4040  HISTORY     - Date     Condition        Report By
 AW4040  HISTORY     - 1942     MONUMENTED       CGS
 AW4040  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW4040  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4040  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4040
 AW4040                          STATION DESCRIPTION
 AW4040
 AW4040'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4040'7.0 MI S FROM ARCOLA.
 AW4040'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD JUNCTION AT
 AW4040'ARCOLA, PROCEED 7.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD,
 AW4040'TO THE INTERSECTION OF AN ENTRANCE TO THE DARRINGTON STATE FARM AND TO
 AW4040'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END
 AW4040'OF THE WEST HEADWALL OF A 7X4 FOOT 2 SECTION CONCRETE HIGHWAY CULVERT
 AW4040'ON HIGHWAY NO. 288 RUNNING PARALLEL WITH THE TRACK.  IT IS 81.0 FEET
 AW4040'EAST OF THE CENTERLINE OF TRACK, ABOUT 21.0 FEET NORTH OF THE
 AW4040'CENTERLINE OF THE ROAD ENTRANCE TO DARRINGTON FARM AND ABOUT 19.0 FEET
 AW4040'WEST OF AND LEVEL WITH THE CENTERLINE OF HIGHWAY.
 AW4040
 AW4040                          STATION RECOVERY (1963)
 AW4040
 AW4040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4040'MARK NOT FOUND.
 AW4040
 AW4040                          STATION RECOVERY (1988)
 AW4040
 AW4040'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4040'MARK NOT FOUND.
 AW4040
 AW4040                          STATION RECOVERY (2004)
 AW4040
 AW4040'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4040'GO SOUTH ON HW 521 FROM ARCOLA TO N29 24 06 W095 28 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4090 ***********************************************************************
 AW4090  DESIGNATION -  G 693
 AW4090  PID         -  AW4090
 AW4090  STATE/COUNTY-  TX/BRAZORIA
 AW4090  USGS QUAD   -  LIVERPOOL (1963)
 AW4090
 AW4090                         *CURRENT SURVEY CONTROL
 AW4090  ___________________________________________________________________
 AW4090* NAD 83(1986)-  29 15 19.     (N)    095 22 29.     (W)     SCALED    
 AW4090* NAVD 88     -         7.92   (+/-2cm)      26.0    (feet)  VERTCON   
 AW4090  ___________________________________________________________________
 AW4090  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW4090
 AW4090  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4090
 AW4090.The horizontal coordinates were scaled from a topographic map and have
 AW4090.an estimated accuracy of +/- 6 seconds.
 AW4090
 AW4090.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4090.The vertical order pertains to the NGVD 29 superseded value.
 AW4090
 AW4090.The geoid height was determined by GEOID03.
 AW4090
 AW4090;                    North         East    Units  Estimated Accuracy
 AW4090;SPC TXSC     - 4,163,050.      952,270.      MT  (+/- 180 meters Scaled)
 AW4090
 AW4090                          SUPERSEDED SURVEY CONTROL
 AW4090
 AW4090  NGVD 29 (??/??/92)    7.924  (m)           26.00   (f) ADJ UNCH    2 0
 AW4090
 AW4090.Superseded values are not recommended for survey control.
 AW4090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4090.See file dsdata.txt to determine how the superseded data were derived.
 AW4090
 AW4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN692386(NAD 83)
 AW4090_MARKER: DB = BENCH MARK DISK
 AW4090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4090_STAMPING: G 693 1942
 AW4090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4090+STABILITY: SURFACE MOTION
 AW4090
 AW4090  HISTORY     - Date     Condition        Report By
 AW4090  HISTORY     - 1942     MONUMENTED       CGS
 AW4090
 AW4090                          STATION DESCRIPTION
 AW4090
 AW4090'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4090'3.2 MI NW FROM DANBURY.
 AW4090'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AW4090'AT DANBURY, PROCEED 1.5 MILES NORTHWEST ALONG AN IMPROVED ROAD TO
 AW4090'STATE HIGHWAY NO. 35, THENCE GO 0.6 MILE SOUTHWEST ALONG HIGHWAY TO
 AW4090'THE INTERSECTION OF A DIRT CROSS ROAD, THENCE GO 1.1 MILES NORTHWEST
 AW4090'ALONG DIRT ROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE
 AW4090'SOUTHEAST OF A SIDE ROAD LEADING WEST.  IT IS 37.0 FEET SOUTHWEST OF
 AW4090'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD, 1.0 FOOT NORTHEAST OF
 AW4090'THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTHEAST OF A 4 X 4
 AW4090'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT, AND SET IN A
 AW4090'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1206 ***********************************************************************
 AN1206  DESIGNATION -  G 694
 AN1206  PID         -  AN1206
 AN1206  STATE/COUNTY-  TX/SAN PATRICIO
 AN1206  USGS QUAD   -  SINTON EAST (1979)
 AN1206
 AN1206                         *CURRENT SURVEY CONTROL
 AN1206  ___________________________________________________________________
 AN1206* NAD 83(1986)-  28 05 51.     (N)    097 27 51.     (W)     SCALED    
 AN1206* NAVD 88     -        15.413  (meters)      50.57   (feet)  ADJUSTED  
 AN1206  ___________________________________________________________________
 AN1206  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AN1206  DYNAMIC HT  -          15.389 (meters)      50.49  (feet)  COMP
 AN1206  MODELED GRAV-     979,138.5   (mgal)                       NAVD 88
 AN1206
 AN1206  VERT ORDER  -  FIRST     CLASS I
 AN1206
 AN1206.The horizontal coordinates were scaled from a topographic map and have
 AN1206.an estimated accuracy of +/- 6 seconds.
 AN1206
 AN1206.The orthometric height was determined by differential leveling
 AN1206.and adjusted by the National Geodetic Survey in June 1991..
 AN1206.WARNING-Repeat measurements at this control monument indicate possible
 AN1206.vertical movement.
 AN1206
 AN1206.The geoid height was determined by GEOID03.
 AN1206
 AN1206.The dynamic height is computed by dividing the NAVD 88
 AN1206.geopotential number by the normal gravity value computed on the
 AN1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1206.degrees latitude (g = 980.6199 gals.).
 AN1206
 AN1206.The modeled gravity was interpolated from observed gravity values.
 AN1206
 AN1206;                    North         East    Units  Estimated Accuracy
 AN1206;SPC TX S     - 5,269,750.      401,800.      MT  (+/- 180 meters Scaled)
 AN1206
 AN1206                          SUPERSEDED SURVEY CONTROL
 AN1206
 AN1206  NGVD 29 (??/??/92)   15.580  (m)           51.12   (f) ADJ UNCH    1 1
 AN1206
 AN1206.Superseded values are not recommended for survey control.
 AN1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1206.See file dsdata.txt to determine how the superseded data were derived.
 AN1206
 AN1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS508089(NAD 83)
 AN1206_MARKER: DB = BENCH MARK DISK
 AN1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1206_STAMPING: G 694 1942
 AN1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1206+STABILITY: SURFACE MOTION
 AN1206
 AN1206  HISTORY     - Date     Condition        Report By
 AN1206  HISTORY     - 1942     MONUMENTED       CGS
 AN1206  HISTORY     - 1978     GOOD             NGS
 AN1206  HISTORY     - 1990     GOOD             USPSQD
 AN1206  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1206
 AN1206                          STATION DESCRIPTION
 AN1206
 AN1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1206'4.9 MI NE FROM SINTON.
 AN1206'TO REACH FROM THE RAILROAD STATION AT SINTON, PROCEED 4.9 MILES
 AN1206'NORTHEAST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN1206'POST NO.167 AND SITE OF BENCH MARK.  BENCH MARK IS 54.0 FEET SOUTHEAST
 AN1206'OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF HIGHWAY NO.77. IT IS
 AN1206'42.0 FEET NORTHWEST OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF
 AN1206'TRACK, 8.0 FEET NORTHEAST OF THE MILE POST.  MONUMENT IS 2.0 FEET
 AN1206'SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4
 AN1206'FOOT.  STAMPED G 694 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AN1206
 AN1206                          STATION RECOVERY (1978)
 AN1206
 AN1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1206'RECOVERED IN GOOD CONDITION.
 AN1206
 AN1206                          STATION RECOVERY (1990)
 AN1206
 AN1206'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1206'RECOVERED IN GOOD CONDITION.
 AN1206
 AN1206                          STATION RECOVERY (1995)
 AN1206
 AN1206'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0461 ***********************************************************************
 AN0461  DESIGNATION -  G 695
 AN0461  PID         -  AN0461
 AN0461  STATE/COUNTY-  TX/VICTORIA
 AN0461  USGS QUAD   -  BLOOMINGTON SW (1995)
 AN0461
 AN0461                         *CURRENT SURVEY CONTROL
 AN0461  ___________________________________________________________________
 AN0461* NAD 83(1986)-  28 33 55.     (N)    096 59 52.     (W)     SCALED    
 AN0461* NAVD 88     -        20.579  (meters)      67.52   (feet)  ADJUSTED  
 AN0461  ___________________________________________________________________
 AN0461  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0461  DYNAMIC HT  -          20.549 (meters)      67.42  (feet)  COMP
 AN0461  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 AN0461
 AN0461  VERT ORDER  -  FIRST     CLASS I
 AN0461
 AN0461.The horizontal coordinates were scaled from a topographic map and have
 AN0461.an estimated accuracy of +/- 6 seconds.
 AN0461
 AN0461.The orthometric height was determined by differential leveling
 AN0461.and adjusted by the National Geodetic Survey in June 1991..
 AN0461
 AN0461.The geoid height was determined by GEOID03.
 AN0461
 AN0461.The dynamic height is computed by dividing the NAVD 88
 AN0461.geopotential number by the normal gravity value computed on the
 AN0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0461.degrees latitude (g = 980.6199 gals.).
 AN0461
 AN0461.The modeled gravity was interpolated from observed gravity values.
 AN0461
 AN0461;                    North         East    Units  Estimated Accuracy
 AN0461;SPC TXSC     - 4,082,800.      795,890.      MT  (+/- 180 meters Scaled)
 AN0461
 AN0461                          SUPERSEDED SURVEY CONTROL
 AN0461
 AN0461  NGVD 29 (??/??/92)   20.714  (m)           67.96   (f) ADJ UNCH    1 1
 AN0461
 AN0461.Superseded values are not recommended for survey control.
 AN0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0461.See file dsdata.txt to determine how the superseded data were derived.
 AN0461
 AN0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS958614(NAD 83)
 AN0461_MARKER: DB = BENCH MARK DISK
 AN0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0461_STAMPING: G 695 1943
 AN0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0461+STABILITY: SURFACE MOTION
 AN0461
 AN0461  HISTORY     - Date     Condition        Report By
 AN0461  HISTORY     - 1943     MONUMENTED       CGS
 AN0461  HISTORY     - 1978     GOOD             NGS
 AN0461
 AN0461                          STATION DESCRIPTION
 AN0461
 AN0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0461'1.2 MI NE FROM MCFADDIN.
 AN0461'TO REACH FROM THE RAILROAD STATION AT MCFADDIN, PROCEED 1.2 MILES
 AN0461'NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD AND
 AN0461'SITE OF BENCH MARK.  BENCH MARK IS 1 POLE NORTHEAST OF MILE POST
 AN0461'NO.210.20, ABOUT 39.0 FEET NORTHWEST OF AND THE SAME ELEVATION AS THE
 AN0461'CENTERLINE OF TRACK.  IT IS 6.0 FEET NORTHEAST OF A TELEGRAPH POLE AND
 AN0461'9.0 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET
 AN0461'SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4
 AN0461'FOOT.  STAMPED G 695 1943 AND SET IN THE TOP OF A CONCRETE POST.
 AN0461
 AN0461                          STATION RECOVERY (1978)
 AN0461
 AN0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0470 ***********************************************************************
 AN0470  DESIGNATION -  G 696
 AN0470  PID         -  AN0470
 AN0470  STATE/COUNTY-  TX/VICTORIA
 AN0470  USGS QUAD   -  BLOOMINGTON (1995)
 AN0470
 AN0470                         *CURRENT SURVEY CONTROL
 AN0470  ___________________________________________________________________
 AN0470* NAD 83(1986)-  28 38 36.     (N)    096 53 19.     (W)     SCALED    
 AN0470* NAVD 88     -        17.22   (+/-2cm)      56.5    (feet)  VERTCON   
 AN0470  ___________________________________________________________________
 AN0470  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0470
 AN0470  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0470
 AN0470.The horizontal coordinates were scaled from a topographic map and have
 AN0470.an estimated accuracy of +/- 6 seconds.
 AN0470
 AN0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0470.The vertical order pertains to the NGVD 29 superseded value.
 AN0470
 AN0470.The geoid height was determined by GEOID03.
 AN0470
 AN0470;                    North         East    Units  Estimated Accuracy
 AN0470;SPC TXSC     - 4,091,640.      806,410.      MT  (+/- 180 meters Scaled)
 AN0470
 AN0470                          SUPERSEDED SURVEY CONTROL
 AN0470
 AN0470  NGVD 29 (??/??/92)   17.351  (m)           56.93   (f) ADJ UNCH    1 2
 AN0470
 AN0470.Superseded values are not recommended for survey control.
 AN0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0470.See file dsdata.txt to determine how the superseded data were derived.
 AN0470
 AN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS063702(NAD 83)
 AN0470_MARKER: DB = BENCH MARK DISK
 AN0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0470_STAMPING: G 696 1943
 AN0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0470+STABILITY: SURFACE MOTION
 AN0470
 AN0470  HISTORY     - Date     Condition        Report By
 AN0470  HISTORY     - 1943     MONUMENTED       CGS
 AN0470  HISTORY     - 1950     GOOD             NGS
 AN0470  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0470
 AN0470                          STATION DESCRIPTION
 AN0470
 AN0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0470'0.3 MI SE FROM BLOOMINGTON.
 AN0470'0.3 MILE SOUTHEAST ALONG FARM ROAD 404 FROM THE ST. LOUIS, BROWNSVILLE
 AN0470'AND MEXICO RAILROAD STATION AT BLOOMINGTON, 239 FEET NORTHEAST OF THE
 AN0470'CENTER LINE OF FARM ROAD 404, 188 FEET NORTHEAST OF THE CENTER OF A
 AN0470'WOODEN GATE, 26 FEET SOUTHEAST OF THE CENTER LINE OF A NORTHEAST AND
 AN0470'SOUTHWEST GRAVELED ROAD, 10 FEET SOUTHEAST OF A TELEPHONE POLE, 9 FEET
 AN0470'SOUTHEAST OF A FENCE, 4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 AN0470'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. NOTE-- THE
 AN0470'AIRPORT REFERRED TO IN THE OLD DESCRIPTION HAS BEEN ABANDONED AND THE
 AN0470'HOUSE HAS BEEN MOVED.
 AN0470
 AN0470                          STATION RECOVERY (1978)
 AN0470
 AN0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0470'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0635 ***********************************************************************
 AN0635  DESIGNATION -  G 697
 AN0635  PID         -  AN0635
 AN0635  STATE/COUNTY-  TX/VICTORIA
 AN0635  USGS QUAD   -  LA SALLE (1995)
 AN0635
 AN0635                         *CURRENT SURVEY CONTROL
 AN0635  ___________________________________________________________________
 AN0635* NAD 83(1986)-  28 49 56.     (N)    096 44 34.     (W)     SCALED    
 AN0635* NAVD 88     -         6.91   (+/-2cm)      22.7    (feet)  VERTCON   
 AN0635  ___________________________________________________________________
 AN0635  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0635
 AN0635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0635
 AN0635.The horizontal coordinates were scaled from a topographic map and have
 AN0635.an estimated accuracy of +/- 6 seconds.
 AN0635
 AN0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0635.The vertical order pertains to the NGVD 29 superseded value.
 AN0635
 AN0635.The geoid height was determined by GEOID03.
 AN0635
 AN0635;                    North         East    Units  Estimated Accuracy
 AN0635;SPC TXSC     - 4,112,830.      820,260.      MT  (+/- 180 meters Scaled)
 AN0635
 AN0635                          SUPERSEDED SURVEY CONTROL
 AN0635
 AN0635  NGVD 29 (??/??/92)    7.00   (m)           23.0    (f) COMPUTED    2 0
 AN0635
 AN0635.Superseded values are not recommended for survey control.
 AN0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0635.See file dsdata.txt to determine how the superseded data were derived.
 AN0635
 AN0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS202914(NAD 83)
 AN0635_MARKER: DB = BENCH MARK DISK
 AN0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0635_STAMPING: G 697 1943
 AN0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0635+STABILITY: SURFACE MOTION
 AN0635
 AN0635  HISTORY     - Date     Condition        Report By
 AN0635  HISTORY     - 1943     MONUMENTED       CGS
 AN0635  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0635
 AN0635                          STATION DESCRIPTION
 AN0635
 AN0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0635'6.1 MI SE FROM INEZ.
 AN0635'6.1 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 AN0635'INEZ, VICTORIA COUNTY, 0.2 MILES SOUTHWEST OF A CURVE IN THE ROAD, 81
 AN0635'FEET NORTHEAST OF A 3-FOOT CONCRETE-PIPE CULVERT, AT THE POINT WHERE A
 AN0635'POWER-TRANSMISSION LINE CROSSES THE ROAD, 22 FEET SOUTHEAST OF THE
 AN0635'CENTERLINE OF THE ROAD, 10.6 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT
 AN0635'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST OF A WHITE
 AN0635'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AN0635'STAMPED G 697 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0635'0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0630 ***********************************************************************
 AN0630  DESIGNATION -  G 698
 AN0630  PID         -  AN0630
 AN0630  STATE/COUNTY-  TX/VICTORIA
 AN0630  USGS QUAD   -  MARCADO CREEK (1995)
 AN0630
 AN0630                         *CURRENT SURVEY CONTROL
 AN0630  ___________________________________________________________________
 AN0630* NAD 83(1986)-  28 48 30.     (N)    096 51 45.     (W)     SCALED    
 AN0630* NAVD 88     -        22.62   (+/-2cm)      74.2    (feet)  VERTCON   
 AN0630  ___________________________________________________________________
 AN0630  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0630
 AN0630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0630
 AN0630.The horizontal coordinates were scaled from a topographic map and have
 AN0630.an estimated accuracy of +/- 6 seconds.
 AN0630
 AN0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0630.The vertical order pertains to the NGVD 29 superseded value.
 AN0630
 AN0630.The geoid height was determined by GEOID03.
 AN0630
 AN0630;                    North         East    Units  Estimated Accuracy
 AN0630;SPC TXSC     - 4,109,960.      808,630.      MT  (+/- 180 meters Scaled)
 AN0630
 AN0630                          SUPERSEDED SURVEY CONTROL
 AN0630
 AN0630  NGVD 29 (??/??/92)   22.71   (m)           74.5    (f) COMPUTED    2 0
 AN0630
 AN0630.Superseded values are not recommended for survey control.
 AN0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0630.See file dsdata.txt to determine how the superseded data were derived.
 AN0630
 AN0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS086886(NAD 83)
 AN0630_MARKER: DB = BENCH MARK DISK
 AN0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0630_STAMPING: G 698 1943
 AN0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0630+STABILITY: SURFACE MOTION
 AN0630
 AN0630  HISTORY     - Date     Condition        Report By
 AN0630  HISTORY     - 1943     MONUMENTED       CGS
 AN0630
 AN0630                          STATION DESCRIPTION
 AN0630
 AN0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0630'3.7 MI SE FROM TELFENER.
 AN0630'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT TELFENER,
 AN0630'PROCEED 3.7 MILES SOUTHEAST ALONG A GRAVEL ROAD AND SITE OF BENCH
 AN0630'MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTHWEST OF WHERE A TELEPHONE
 AN0630'LINE CROSSES THE ROAD.  IT IS 28.6 FEET NORTHEAST OF AND ABOUT THE
 AN0630'SAME ELEVATION AS THE CENTERLINE OF ROAD.  MONUMENT IS 3.0 FEET
 AN0630'NORTHWEST OF A 4X4 INCH WOODEN MARKER POST AND PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0631 ***********************************************************************
 AN0631  DESIGNATION -  G 698 RESET 1955
 AN0631  PID         -  AN0631
 AN0631  STATE/COUNTY-  TX/VICTORIA
 AN0631  USGS QUAD   -  MARCADO CREEK (1995)
 AN0631
 AN0631                         *CURRENT SURVEY CONTROL
 AN0631  ___________________________________________________________________
 AN0631* NAD 83(1986)-  28 48 30.     (N)    096 51 45.     (W)     SCALED    
 AN0631* NAVD 88     -        22.83   (+/-2cm)      74.9    (feet)  VERTCON   
 AN0631  ___________________________________________________________________
 AN0631  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0631
 AN0631  VERT ORDER  -  THIRD (See Below)
 AN0631
 AN0631.The horizontal coordinates were scaled from a topographic map and have
 AN0631.an estimated accuracy of +/- 6 seconds.
 AN0631
 AN0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0631.The vertical order pertains to the NGVD 29 superseded value.
 AN0631
 AN0631.The geoid height was determined by GEOID03.
 AN0631
 AN0631;                    North         East    Units  Estimated Accuracy
 AN0631;SPC TXSC     - 4,109,960.      808,630.      MT  (+/- 180 meters Scaled)
 AN0631
 AN0631                          SUPERSEDED SURVEY CONTROL
 AN0631
 AN0631  NGVD 29 (??/??/??)   22.93   (m)           75.2    (f) RESET       3  
 AN0631
 AN0631.Superseded values are not recommended for survey control.
 AN0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0631.See file dsdata.txt to determine how the superseded data were derived.
 AN0631
 AN0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS086886(NAD 83)
 AN0631_MARKER: DD = SURVEY DISK
 AN0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0631_STAMPING: G 698 RESET 1955
 AN0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0631+STABILITY: SURFACE MOTION
 AN0631
 AN0631  HISTORY     - Date     Condition        Report By
 AN0631  HISTORY     - 1955     MONUMENTED       TXHD
 AN0631  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN0631
 AN0631                          STATION DESCRIPTION
 AN0631
 AN0631'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0631'3.6 MI SE FROM TELFENER.
 AN0631'3.6 MILES SOUTHEAST ALONG FARM-TO-MARKET HIGHWAY 1686 FROM THE TEXAS
 AN0631'AND NEW ORLEANS RAILROAD STATION AT TELFENER, VICTORIA COUNTY, 51.5
 AN0631'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION
 AN0631'189+08, AND 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 AN0631'DISK, STAMPED G 698 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST
 AN0631'PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0631
 AN0631                          STATION RECOVERY (1991)
 AN0631
 AN0631'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0898 ***********************************************************************
 AN0898  DESIGNATION -  G 699
 AN0898  PID         -  AN0898
 AN0898  STATE/COUNTY-  TX/VICTORIA
 AN0898  USGS QUAD   -  MC FADDIN (1987)
 AN0898
 AN0898                         *CURRENT SURVEY CONTROL
 AN0898  ___________________________________________________________________
 AN0898* NAD 83(1986)-  28 33 31.     (N)    097 02 36.     (W)     SCALED    
 AN0898* NAVD 88     -        25.63   (+/-2cm)      84.1    (feet)  VERTCON   
 AN0898  ___________________________________________________________________
 AN0898  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0898
 AN0898  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0898
 AN0898.The horizontal coordinates were scaled from a topographic map and have
 AN0898.an estimated accuracy of +/- 6 seconds.
 AN0898
 AN0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0898.The vertical order pertains to the NGVD 29 superseded value.
 AN0898
 AN0898.The geoid height was determined by GEOID03.
 AN0898
 AN0898;                    North         East    Units  Estimated Accuracy
 AN0898;SPC TXSC     - 4,081,980.      791,440.      MT  (+/- 180 meters Scaled)
 AN0898
 AN0898                          SUPERSEDED SURVEY CONTROL
 AN0898
 AN0898  NGVD 29 (??/??/92)   25.77   (m)           84.5    (f) COMPUTED    1 2
 AN0898
 AN0898.Superseded values are not recommended for survey control.
 AN0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0898.See file dsdata.txt to determine how the superseded data were derived.
 AN0898
 AN0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS914606(NAD 83)
 AN0898_MARKER: DB = BENCH MARK DISK
 AN0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0898_STAMPING: G 699 1943
 AN0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0898+STABILITY: SURFACE MOTION
 AN0898
 AN0898  HISTORY     - Date     Condition        Report By
 AN0898  HISTORY     - 1943     MONUMENTED       CGS
 AN0898  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0898
 AN0898                          STATION DESCRIPTION
 AN0898
 AN0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0898'1.9 MI W FROM MCFADDIN.
 AN0898'1.9 MILES WEST ALONG A GRAVEL ROAD FROM THE MISSOURI PACIFIC RAILROAD
 AN0898'STATION AT MCFADDIN, VICTORIA COUNTY, AT THE INTERSECTION OF U.S.
 AN0898'HIGHWAY 77, 49.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 33 FEET
 AN0898'NORTH OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH OF A FENCE CORNER, 1
 AN0898'FOOT WEST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN
 AN0898'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED G
 AN0898'699 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 AN0898'ABOVE GROUND.
 AN0898
 AN0898                          STATION RECOVERY (1990)
 AN0898
 AN0898'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0701 ***********************************************************************
 CA0701  DESIGNATION -  G 7
 CA0701  PID         -  CA0701
 CA0701  STATE/COUNTY-  TX/COLEMAN
 CA0701  USGS QUAD   -  TALPA (1987)
 CA0701
 CA0701                         *CURRENT SURVEY CONTROL
 CA0701  ___________________________________________________________________
 CA0701* NAD 83(1986)-  31 45 47.     (N)    099 37 31.     (W)     SCALED    
 CA0701* NAVD 88     -       600.683  (meters)    1970.74   (feet)  ADJUSTED  
 CA0701  ___________________________________________________________________
 CA0701  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CA0701  DYNAMIC HT  -         599.879 (meters)    1968.10  (feet)  COMP
 CA0701  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 CA0701
 CA0701  VERT ORDER  -  SECOND    CLASS 0
 CA0701
 CA0701.The horizontal coordinates were scaled from a topographic map and have
 CA0701.an estimated accuracy of +/- 6 seconds.
 CA0701
 CA0701.The orthometric height was determined by differential leveling
 CA0701.and adjusted by the National Geodetic Survey in June 1991..
 CA0701
 CA0701.The geoid height was determined by GEOID03.
 CA0701
 CA0701.The dynamic height is computed by dividing the NAVD 88
 CA0701.geopotential number by the normal gravity value computed on the
 CA0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0701.degrees latitude (g = 980.6199 gals.).
 CA0701
 CA0701.The modeled gravity was interpolated from observed gravity values.
 CA0701
 CA0701;                    North         East    Units  Estimated Accuracy
 CA0701;SPC TX C     - 3,232,620.      767,080.      MT  (+/- 180 meters Scaled)
 CA0701
 CA0701                          SUPERSEDED SURVEY CONTROL
 CA0701
 CA0701  NGVD 29 (??/??/92)  600.549  (m)         1970.30   (f) ADJ UNCH    2 0
 CA0701
 CA0701.Superseded values are not recommended for survey control.
 CA0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0701.See file dsdata.txt to determine how the superseded data were derived.
 CA0701
 CA0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA407143(NAD 83)
 CA0701_MARKER: DD = SURVEY DISK
 CA0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0701_SP_SET: RAIL
 CA0701_STAMPING: 1970.229 G 7 1923
 CA0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0701
 CA0701  HISTORY     - Date     Condition        Report By
 CA0701  HISTORY     - 1923     MONUMENTED       USGS
 CA0701  HISTORY     - 1940     GOOD             NGS
 CA0701
 CA0701                          STATION DESCRIPTION
 CA0701
 CA0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0701'4.6 MI W FROM VALERA.
 CA0701'4.6 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0701'STATION AT VALERA, COLEMAN COUNTY, 115 FEET NORTH OF MILEPOST 16, 75
 CA0701'FEET NORTH OF RAILROAD BRIDGE 15 C, AT A 20-FOOT CONCRETE HIGHWAY
 CA0701'BRIDGE, IN THE TOP OF A GUARD RAIL, 15 FEET SOUTH OF THE CENTERLINE OF
 CA0701'U. S. HIGHWAY 67, AND 75 FEET NORTH OF THE CENTERLINE OF THE TRACK. A
 CA0701'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED G 7 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0638 ***********************************************************************
 AB0638  DESIGNATION -  G 7
 AB0638  PID         -  AB0638
 AB0638  STATE/COUNTY-  TX/CAMERON
 AB0638  USGS QUAD   -  RIO HONDO (1980)
 AB0638
 AB0638                         *CURRENT SURVEY CONTROL
 AB0638  ___________________________________________________________________
 AB0638* NAD 83(1986)-  26 08 28.     (N)    097 34 51.     (W)     SCALED    
 AB0638* NAVD 88     -         8.264  (meters)      27.11   (feet)  ADJUSTED  
 AB0638  ___________________________________________________________________
 AB0638  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 AB0638  DYNAMIC HT  -           8.251 (meters)      27.07  (feet)  COMP
 AB0638  MODELED GRAV-     979,038.6   (mgal)                       NAVD 88
 AB0638
 AB0638  VERT ORDER  -  SECOND    CLASS 0
 AB0638
 AB0638.The horizontal coordinates were scaled from a topographic map and have
 AB0638.an estimated accuracy of +/- 6 seconds.
 AB0638
 AB0638.The orthometric height was determined by differential leveling
 AB0638.and adjusted by the National Geodetic Survey in June 1991..
 AB0638
 AB0638.The geoid height was determined by GEOID03.
 AB0638
 AB0638.The dynamic height is computed by dividing the NAVD 88
 AB0638.geopotential number by the normal gravity value computed on the
 AB0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0638.degrees latitude (g = 980.6199 gals.).
 AB0638
 AB0638.The modeled gravity was interpolated from observed gravity values.
 AB0638
 AB0638;                    North         East    Units  Estimated Accuracy
 AB0638;SPC TX S     - 5,052,900.      391,910.      MT  (+/- 180 meters Scaled)
 AB0638
 AB0638                          SUPERSEDED SURVEY CONTROL
 AB0638
 AB0638  NGVD 29 (??/??/92)    8.371  (m)           27.46   (f) ADJ UNCH    2 0
 AB0638
 AB0638.Superseded values are not recommended for survey control.
 AB0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0638.See file dsdata.txt to determine how the superseded data were derived.
 AB0638
 AB0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP418920(NAD 83)
 AB0638_MARKER: DB = BENCH MARK DISK
 AB0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0638_SP_SET: CULVERT
 AB0638_STAMPING: G 7 27.37
 AB0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0638
 AB0638  HISTORY     - Date     Condition        Report By
 AB0638  HISTORY     - UNK      MONUMENTED       CGS
 AB0638  HISTORY     - 1956     MARK NOT FOUND   NGS
 AB0638
 AB0638                          STATION DESCRIPTION
 AB0638
 AB0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AB0638'4.0 MI E FROM SAN BENITO.
 AB0638'4.0 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0638'BENITO, CAMERON COUNTY, 2.2 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0638'TO BAYVIEW.  AT A ROAD INTERSECTION, 150 FEET WEST OF THE CROSSROAD,
 AB0638'18 FEET NORTH OF AND 1 FOOT LOWER THAN THE CENTERLINE OF THE ROAD, AT
 AB0638'A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH
 AB0638'HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED G 7 27.37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1034 ***********************************************************************
 AX1034  DESIGNATION -  G 7
 AX1034  PID         -  AX1034
 AX1034  STATE/COUNTY-  TX/FAYETTE
 AX1034  USGS QUAD   -  INDUSTRY (1981)
 AX1034
 AX1034                         *CURRENT SURVEY CONTROL
 AX1034  ___________________________________________________________________
 AX1034* NAD 83(1986)-  29 55 04.     (N)    096 36 35.     (W)     SCALED    
 AX1034* NAVD 88     -        82.663  (meters)     271.20   (feet)  ADJUSTED  
 AX1034  ___________________________________________________________________
 AX1034  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1034  DYNAMIC HT  -          82.550 (meters)     270.83  (feet)  COMP
 AX1034  MODELED GRAV-     979,269.7   (mgal)                       NAVD 88
 AX1034
 AX1034  VERT ORDER  -  FIRST     CLASS I
 AX1034
 AX1034.The horizontal coordinates were scaled from a topographic map and have
 AX1034.an estimated accuracy of +/- 6 seconds.
 AX1034
 AX1034.The orthometric height was determined by differential leveling
 AX1034.and adjusted by the National Geodetic Survey in June 1991..
 AX1034
 AX1034.The geoid height was determined by GEOID03.
 AX1034
 AX1034.The dynamic height is computed by dividing the NAVD 88
 AX1034.geopotential number by the normal gravity value computed on the
 AX1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1034.degrees latitude (g = 980.6199 gals.).
 AX1034
 AX1034.The modeled gravity was interpolated from observed gravity values.
 AX1034
 AX1034;                    North         East    Units  Estimated Accuracy
 AX1034;SPC TXSC     - 4,233,370.      830,780.      MT  (+/- 180 meters Scaled)
 AX1034
 AX1034                          SUPERSEDED SURVEY CONTROL
 AX1034
 AX1034  NGVD 29 (12/23/87)   82.624  (m)          271.08   (f) ADJUSTED    1 1
 AX1034
 AX1034.Superseded values are not recommended for survey control.
 AX1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1034.See file dsdata.txt to determine how the superseded data were derived.
 AX1034
 AX1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU307120(NAD 83)
 AX1034_MARKER: B = BOLT
 AX1034_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AX1034_SP_SET: BRIDGE ABUTMENT
 AX1034_MARK LOGO: NONE  
 AX1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1034+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1034
 AX1034  HISTORY     - Date     Condition        Report By
 AX1034  HISTORY     - UNK      MONUMENTED       CGS
 AX1034  HISTORY     - 1973     GOOD             NGS
 AX1034  HISTORY     - 1976     GOOD             NGS
 AX1034  HISTORY     - 1976     GOOD             NGS
 AX1034  HISTORY     - 1978     GOOD             NGS
 AX1034  HISTORY     - 1986     GOOD             NGS
 AX1034  HISTORY     - 20051106 GOOD             USPSQD
 AX1034
 AX1034                          STATION DESCRIPTION
 AX1034
 AX1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1034'4.5 MI E FROM FAYETTEVILLE.
 AX1034'4.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1034'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, 0.65 MILE WEST OF A DIRT
 AX1034'ROAD CROSSING, AT STEEL TRUSS BRIDGE 1005.7 OVER CUMMINS CREEK, IN THE
 AX1034'TOP AND 1.1 FEET NORTH OF THE SOUTH END OF THE WEST STONE ABUTMENT OF
 AX1034'THE BRIDGE, 9.6 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL WITH THE
 AX1034'TRACK.  NOTE-- THE BOLT IS COUNTER SUNK ABOUT 3/4-INCH.
 AX1034
 AX1034                          STATION RECOVERY (1976)
 AX1034
 AX1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1034'RECOVERED IN GOOD CONDITION.
 AX1034
 AX1034                          STATION RECOVERY (1976)
 AX1034
 AX1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1034'RECOVERED IN GOOD CONDITION.
 AX1034
 AX1034                          STATION RECOVERY (1978)
 AX1034
 AX1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1034'RECOVERED IN GOOD CONDITION.
 AX1034
 AX1034                          STATION RECOVERY (1986)
 AX1034
 AX1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1034'RECOVERED IN GOOD CONDITION.
 AX1034
 AX1034                          STATION RECOVERY (2005)
 AX1034
 AX1034'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1034'FOUND AS DESCRIBED. BOLT WAS COVERED WITH MUD BUT STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0106 ***********************************************************************
 EO0106  DESIGNATION -  G 70 RESET 1957
 EO0106  PID         -  EO0106
 EO0106  STATE/COUNTY-  TX/LAMB
 EO0106  USGS QUAD   -  AMHERST (1981)
 EO0106
 EO0106                         *CURRENT SURVEY CONTROL
 EO0106  ___________________________________________________________________
 EO0106* NAD 83(1993)-  34 02 30.15419(N)    102 29 42.76577(W)     ADJUSTED  
 EO0106* NAVD 88     -      1129.420  (meters)    3705.44   (feet)  ADJUSTED  
 EO0106  ___________________________________________________________________
 EO0106  X           -  -1,144,877.052 (meters)                     COMP
 EO0106  Y           -  -5,166,249.408 (meters)                     COMP
 EO0106  Z           -   3,550,899.755 (meters)                     COMP
 EO0106  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 EO0106  ELLIP HEIGHT-        1104.98  (meters)          (02/16/96) GPS OBS
 EO0106  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 EO0106  DYNAMIC HT  -        1127.952 (meters)    3700.62  (feet)  COMP
 EO0106  MODELED GRAV-     979,297.1   (mgal)                       NAVD 88
 EO0106
 EO0106  HORZ ORDER  -  THIRD
 EO0106  VERT ORDER  -  FIRST     CLASS II
 EO0106  ELLP ORDER  -  FIFTH     CLASS I
 EO0106
 EO0106.The horizontal coordinates were established by GPS observations
 EO0106.and adjusted by the National Geodetic Survey in February 1996..
 EO0106
 EO0106.The orthometric height was determined by differential leveling
 EO0106.and adjusted by the National Geodetic Survey in June 1991..
 EO0106
 EO0106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EO0106
 EO0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0106
 EO0106.The ellipsoidal height was determined by GPS observations
 EO0106.and is referenced to NAD 83.
 EO0106
 EO0106.The geoid height was determined by GEOID03.
 EO0106
 EO0106.The dynamic height is computed by dividing the NAVD 88
 EO0106.geopotential number by the normal gravity value computed on the
 EO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0106.degrees latitude (g = 980.6199 gals.).
 EO0106
 EO0106.The modeled gravity was interpolated from observed gravity values.
 EO0106
 EO0106;                    North         East     Units Scale Factor Converg.
 EO0106;SPC TXNC     - 2,270,397.849   231,164.506   MT  1.00002180   -2 10 44.3
 EO0106;SPC TXNC     - 7,448,796.94    758,412.22   sFT  1.00002180   -2 10 44.3
 EO0106;UTM  13      - 3,769,611.081   731,226.271   MT  1.00025913   +1 24 10.1
 EO0106
 EO0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0106!SPC TXNC     -   0.99982657  x   1.00002180  =   0.99984836
 EO0106!UTM  13      -   0.99982657  x   1.00025913  =   1.00008565
 EO0106
 EO0106                          SUPERSEDED SURVEY CONTROL
 EO0106
 EO0106  NAD 83(1993)-  34 02 30.15612(N)    102 29 42.76441(W) AD(       ) 3
 EO0106  ELLIP H (12/21/93) 1104.90   (m)                       GP(       ) 4 1
 EO0106  NAD 83(1986)-  34 02 30.16127(N)    102 29 42.75551(W) AD(       ) 3
 EO0106  NAD 27      -  34 02 29.90645(N)    102 29 41.07157(W) AD(       ) 3
 EO0106  NGVD 29 (12/08/88) 1128.94   (m)         3703.9    (f) LEVELING    3  
 EO0106
 EO0106.Superseded values are not recommended for survey control.
 EO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0106.See file dsdata.txt to determine how the superseded data were derived.
 EO0106
 EO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT3122669611(NAD 83)
 EO0106_MARKER: DB = BENCH MARK DISK
 EO0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0106_SP_SET: CONCRETE POST
 EO0106_STAMPING: G 70 RESET 1957
 EO0106_MARK LOGO: CGS   
 EO0106_PROJECTION: PROJECTING 30 CENTIMETERS
 EO0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0106+STABILITY: SURFACE MOTION
 EO0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0106+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1989
 EO0106
 EO0106  HISTORY     - Date     Condition        Report By
 EO0106  HISTORY     - 1957     MONUMENTED       LOCENG
 EO0106  HISTORY     - 1982     GOOD             NGS
 EO0106  HISTORY     - 1988     GOOD             NGS
 EO0106  HISTORY     - 19890227 GOOD             NGS
 EO0106
 EO0106                          STATION DESCRIPTION
 EO0106
 EO0106'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 EO0106'2.5 MI S FROM SUDAN.
 EO0106'2.5 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM SUDAN,
 EO0106'ABOUT 300 FEET SOUTH OF THE WATER TOWER OR PUMP HOUSE.  THE DISK IS
 EO0106'STAMPED G 70 RESET 1933 AND SET IN THE TOP OF CONCRETE POST.
 EO0106
 EO0106                          STATION RECOVERY (1982)
 EO0106
 EO0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0106'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  22.7 KM (14.1
 EO0106'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S.
 EO0106'HIGHWAY 385 IN LITTLEFIELD, 0.8 KM (0.5 MI) NORTHWEST OF MILEPOST 41,
 EO0106'23.2 METERS (76.1 FT) NORTHWEST OF UTILITY POLE NUMBER 86, 23.1 METERS
 EO0106'(75.8 FT) SOUTHEAST OF THE CENTER OF A WHITE TELEPHONE JUNCTION BOX,
 EO0106'14.9 METERS (48.9 FT) SOUTHWEST OF THE NEAR RAIL OF THE SANTA FE
 EO0106'RAILROAD AND 14.8 METERS (48.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 EO0106'NORTHWEST BOUND LANES OF THE HIGHWAY.
 EO0106'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0106'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 EO0106
 EO0106                          STATION RECOVERY (1988)
 EO0106
 EO0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EO0106'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 EO0106'SOUTHEAST OF SUDAN, ALONG THE RIGHT-OF-WAY OF US HIGHWAY 84,
 EO0106'BETWEEN THE HIGHWAY AND RAILROAD, ON THE SOUTHWEST SLOPE OF A BANK.
 EO0106'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, PO BOX 2708, AMARILLO TX
 EO0106'79105, PHONE 806-355-5671.
 EO0106'
 EO0106'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 84 AND FARM
 EO0106'ROADS 298 AND 303 AT THE WATER TANK IN SUDAN, GO SOUTHEAST ON US
 EO0106'HIGHWAY 84 FOR 0.5 KM (0.3 MI) TO A DIRT ROAD RIGHT.  CONTINUE ON
 EO0106'US HIGHWAY 84 FOR 3.5 KM (2.15 MI) TO THE STATION ON THE LEFT.
 EO0106'(CONTINUE AHEAD TO A CROSSOVER, THEN RETURN NORTHWEST TO STATION ON
 EO0106'THE RIGHT).
 EO0106'
 EO0106'THE STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED---G 70
 EO0106'RESET 1957 1932---, SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 EO0106'PROJECTING 10 CM AND PARTIALLY EXPOSED FROM ROAD GRADING ON THE
 EO0106'HIGHWAY SIDE.  LOCATED 24.1 METERS (79.1 FT) SOUTHEAST OF TELEPHONE
 EO0106'PEDESTAL 12100 54, 14.9 METERS (48.9 FT) NORTHEAST OF AND 1.0 METER
 EO0106'(3.3 FT) HIGHER THAN CENTER OF THE WESTBOUND LANES OF US HIGHWAY
 EO0106'84, 0.4 METER (1.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST AND
 EO0106'0.2 METER (0.7 FT) SOUTHWEST OF A METAL WITNESS POST.
 EO0106'
 EO0106'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EO0106'
 EO0106'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EO0106'
 EO0106'DESCRIBED BY D.A. BOWLING.
 EO0106
 EO0106                          STATION RECOVERY (1989)
 EO0106
 EO0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EO0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0196 ***********************************************************************
 BO0196  DESIGNATION -  G 700
 BO0196  PID         -  BO0196
 BO0196  STATE/COUNTY-  TX/CROCKETT
 BO0196  USGS QUAD   -  INDIO HILL (1967)
 BO0196
 BO0196                         *CURRENT SURVEY CONTROL
 BO0196  ___________________________________________________________________
 BO0196* NAD 83(1986)-  30 48 25.     (N)    101 10 22.     (W)     SCALED    
 BO0196* NAVD 88     -       770.361  (meters)    2527.43   (feet)  ADJUSTED  
 BO0196  ___________________________________________________________________
 BO0196  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 BO0196  DYNAMIC HT  -         769.235 (meters)    2523.73  (feet)  COMP
 BO0196  MODELED GRAV-     979,153.7   (mgal)                       NAVD 88
 BO0196
 BO0196  VERT ORDER  -  SECOND    CLASS 0
 BO0196
 BO0196.The horizontal coordinates were scaled from a topographic map and have
 BO0196.an estimated accuracy of +/- 6 seconds.
 BO0196
 BO0196.The orthometric height was determined by differential leveling
 BO0196.and adjusted by the National Geodetic Survey in June 1991..
 BO0196
 BO0196.The geoid height was determined by GEOID03.
 BO0196
 BO0196.The dynamic height is computed by dividing the NAVD 88
 BO0196.geopotential number by the normal gravity value computed on the
 BO0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0196.degrees latitude (g = 980.6199 gals.).
 BO0196
 BO0196.The modeled gravity was interpolated from observed gravity values.
 BO0196
 BO0196;                    North         East    Units  Estimated Accuracy
 BO0196;SPC TX C     - 3,126,710.      619,680.      MT  (+/- 180 meters Scaled)
 BO0196
 BO0196                          SUPERSEDED SURVEY CONTROL
 BO0196
 BO0196  NGVD 29 (??/??/92)  770.134  (m)         2526.68   (f) ADJ UNCH    2 0
 BO0196
 BO0196.Superseded values are not recommended for survey control.
 BO0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0196.See file dsdata.txt to determine how the superseded data were derived.
 BO0196
 BO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV921102(NAD 83)
 BO0196_MARKER: DB = BENCH MARK DISK
 BO0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0196_STAMPING: G 700 1942
 BO0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0196+STABILITY: SURFACE MOTION
 BO0196
 BO0196  HISTORY     - Date     Condition        Report By
 BO0196  HISTORY     - 1942     MONUMENTED       CGS
 BO0196  HISTORY     - 1966     GOOD             NGS
 BO0196
 BO0196                          STATION DESCRIPTION
 BO0196
 BO0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0196'7.2 MI N FROM OZONA.
 BO0196'ABOUT 7.2 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE OZONA NATIONAL
 BO0196'BANK AT OZONA, CROCKETT COUNTY, AT THE JUNCTION OF A ROAD LEADING TO
 BO0196'RANCHO BONITO, 48.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 42
 BO0196'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTH OF A CONCRETE
 BO0196'HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, IN
 BO0196'LINE WITH A ROW OF POLES, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS
 BO0196'POST.  A STANDARD DISK, STAMPED G 700 1942 AND SET IN THE TOP OF A
 BO0196'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0172 ***********************************************************************
 BO0172  DESIGNATION -  G 701
 BO0172  PID         -  BO0172
 BO0172  STATE/COUNTY-  TX/CROCKETT
 BO0172  USGS QUAD   -  MITCHELL CANYON NE (1979)
 BO0172
 BO0172                         *CURRENT SURVEY CONTROL
 BO0172  ___________________________________________________________________
 BO0172* NAD 83(1986)-  30 41 05.     (N)    101 16 12.     (W)     SCALED    
 BO0172* NAVD 88     -       772.619  (meters)    2534.83   (feet)  ADJUSTED  
 BO0172  ___________________________________________________________________
 BO0172  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 BO0172  DYNAMIC HT  -         771.480 (meters)    2531.10  (feet)  COMP
 BO0172  MODELED GRAV-     979,140.5   (mgal)                       NAVD 88
 BO0172
 BO0172  VERT ORDER  -  FIRST     CLASS II
 BO0172
 BO0172.The horizontal coordinates were scaled from a topographic map and have
 BO0172.an estimated accuracy of +/- 6 seconds.
 BO0172
 BO0172.The orthometric height was determined by differential leveling
 BO0172.and adjusted by the National Geodetic Survey in June 1991..
 BO0172
 BO0172.The geoid height was determined by GEOID03.
 BO0172
 BO0172.The dynamic height is computed by dividing the NAVD 88
 BO0172.geopotential number by the normal gravity value computed on the
 BO0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0172.degrees latitude (g = 980.6199 gals.).
 BO0172
 BO0172.The modeled gravity was interpolated from observed gravity values.
 BO0172
 BO0172;                    North         East    Units  Estimated Accuracy
 BO0172;SPC TX C     - 3,113,240.      610,260.      MT  (+/- 180 meters Scaled)
 BO0172
 BO0172                          SUPERSEDED SURVEY CONTROL
 BO0172
 BO0172  NGVD 29 (??/??/92)  772.400  (m)         2534.12   (f) ADJ UNCH    1 2
 BO0172
 BO0172.Superseded values are not recommended for survey control.
 BO0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0172.See file dsdata.txt to determine how the superseded data were derived.
 BO0172
 BO0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU825968(NAD 83)
 BO0172_MARKER: DB = BENCH MARK DISK
 BO0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0172_STAMPING: G 701 1942
 BO0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0172+STABILITY: SURFACE MOTION
 BO0172
 BO0172  HISTORY     - Date     Condition        Report By
 BO0172  HISTORY     - 1942     MONUMENTED       CGS
 BO0172  HISTORY     - 1967     GOOD             USGS
 BO0172
 BO0172                          STATION DESCRIPTION
 BO0172
 BO0172'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BO0172'4.6 MI W FROM OZONA.
 BO0172'5.2 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURT HOUSE AT OZONA,
 BO0172'CROCKETT COUNTY, TO INTERSECTION OF U.S. HIGHWAY 290 AND RANCH ROAD
 BO0172'2083, THENCE 1.22 MILES SOUTH ALONG RANCH ROAD 2083, THENCE ABOUT 480
 BO0172'FEET EAST, CROSS COUNTRY.  30 FEET WEST OF THE CENTER LINE OF OLD DIRT
 BO0172'ROAD, AT SLIGHT BEND IN ROAD, 1.5 FEET EAST AND 2.0 FEET NORTH OF
 BO0172'CENTER CEDAR BUSH OF THREE BUSHES, AND ABOUT 2 FEET LOWER THAN THE
 BO0172'ROAD.  A STANDARD DISK, STAMPED G 701 1942 AND SET IN THE TOP OF A
 BO0172'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0225 ***********************************************************************
 BO0225  DESIGNATION -  G 702
 BO0225  PID         -  BO0225
 BO0225  STATE/COUNTY-  TX/CROCKETT
 BO0225  USGS QUAD   -  HOWARDS WELL (1970)
 BO0225
 BO0225                         *CURRENT SURVEY CONTROL
 BO0225  ___________________________________________________________________
 BO0225* NAD 83(1986)-  30 26 17.     (N)    101 27 58.     (W)     SCALED    
 BO0225* NAVD 88     -       604.803  (meters)    1984.26   (feet)  ADJUSTED  
 BO0225  ___________________________________________________________________
 BO0225  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 BO0225  DYNAMIC HT  -         603.896 (meters)    1981.28  (feet)  COMP
 BO0225  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 BO0225
 BO0225  VERT ORDER  -  FIRST     CLASS II
 BO0225
 BO0225.The horizontal coordinates were scaled from a topographic map and have
 BO0225.an estimated accuracy of +/- 6 seconds.
 BO0225
 BO0225.The orthometric height was determined by differential leveling
 BO0225.and adjusted by the National Geodetic Survey in June 1991..
 BO0225
 BO0225.The geoid height was determined by GEOID03.
 BO0225
 BO0225.The dynamic height is computed by dividing the NAVD 88
 BO0225.geopotential number by the normal gravity value computed on the
 BO0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0225.degrees latitude (g = 980.6199 gals.).
 BO0225
 BO0225.The modeled gravity was interpolated from observed gravity values.
 BO0225
 BO0225;                    North         East    Units  Estimated Accuracy
 BO0225;SPC TX C     - 3,086,070.      591,200.      MT  (+/- 180 meters Scaled)
 BO0225
 BO0225                          SUPERSEDED SURVEY CONTROL
 BO0225
 BO0225  NGVD 29 (??/??/92)  604.616  (m)         1983.64   (f) ADJ UNCH    1 2
 BO0225
 BO0225.Superseded values are not recommended for survey control.
 BO0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0225.See file dsdata.txt to determine how the superseded data were derived.
 BO0225
 BO0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU631699(NAD 83)
 BO0225_MARKER: DB = BENCH MARK DISK
 BO0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0225_STAMPING: G 702 1942
 BO0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0225+STABILITY: SURFACE MOTION
 BO0225
 BO0225  HISTORY     - Date     Condition        Report By
 BO0225  HISTORY     - 1942     MONUMENTED       CGS
 BO0225  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0225
 BO0225                          STATION DESCRIPTION
 BO0225
 BO0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0225'19.7 MI N FROM PANDALE.
 BO0225'THIS MARK IS ABOUT 19.7 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0225'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 30.2 FEET WEST OF THE CENTER
 BO0225'LINE OF THE DIRT ROAD, 145.0 FEET EAST OF A TELEPHONE POLE, 54.2 FEET
 BO0225'NORTHEAST OF A CEDAR TREE, ABOUT LEVEL WITH THE ROAD.
 BO0225
 BO0225                          STATION RECOVERY (1970)
 BO0225
 BO0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0295 ***********************************************************************
 BO0295  DESIGNATION -  G 703
 BO0295  PID         -  BO0295
 BO0295  STATE/COUNTY-  TX/VAL VERDE
 BO0295  USGS QUAD   -  PANDALE (1970)
 BO0295
 BO0295                         *CURRENT SURVEY CONTROL
 BO0295  ___________________________________________________________________
 BO0295* NAD 83(1986)-  30 08 36.     (N)    101 34 18.     (W)     SCALED    
 BO0295* NAVD 88     -       488.272  (meters)    1601.94   (feet)  ADJUSTED  
 BO0295  ___________________________________________________________________
 BO0295  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 BO0295  DYNAMIC HT  -         487.551 (meters)    1599.57  (feet)  COMP
 BO0295  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 BO0295
 BO0295  VERT ORDER  -  FIRST     CLASS II
 BO0295
 BO0295.The horizontal coordinates were scaled from a topographic map and have
 BO0295.an estimated accuracy of +/- 6 seconds.
 BO0295
 BO0295.The orthometric height was determined by differential leveling
 BO0295.and adjusted by the National Geodetic Survey in June 1991..
 BO0295
 BO0295.The geoid height was determined by GEOID03.
 BO0295
 BO0295.The dynamic height is computed by dividing the NAVD 88
 BO0295.geopotential number by the normal gravity value computed on the
 BO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0295.degrees latitude (g = 980.6199 gals.).
 BO0295
 BO0295.The modeled gravity was interpolated from observed gravity values.
 BO0295
 BO0295;                    North         East    Units  Estimated Accuracy
 BO0295;SPC TXSC     - 4,258,740.      352,260.      MT  (+/- 180 meters Scaled)
 BO0295
 BO0295                          SUPERSEDED SURVEY CONTROL
 BO0295
 BO0295  NGVD 29 (??/??/92)  488.137  (m)         1601.50   (f) ADJ UNCH    1 2
 BO0295
 BO0295.Superseded values are not recommended for survey control.
 BO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0295.See file dsdata.txt to determine how the superseded data were derived.
 BO0295
 BO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU522374(NAD 83)
 BO0295_MARKER: DB = BENCH MARK DISK
 BO0295_SETTING: 66 = SET IN ROCK OUTCROP
 BO0295_SP_SET: OUTCROP
 BO0295_STAMPING: G 703 1942
 BO0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0295+STABILITY: POSITION/ELEVATION WELL
 BO0295
 BO0295  HISTORY     - Date     Condition        Report By
 BO0295  HISTORY     - 1942     MONUMENTED       CGS
 BO0295  HISTORY     - 19991229 GOOD             USPSQD
 BO0295
 BO0295                          STATION DESCRIPTION
 BO0295
 BO0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0295'4.75 MI S FROM PANDALE.
 BO0295'THIS MARK IS ABOUT 4.75 MILES SOUTH ALONG A DIRT ROAD FROM THE
 BO0295'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 55.0 FEET EAST OF THE CENTER
 BO0295'LINE OF THE DIRT ROAD, 38.3 FEET SOUTHEAST OF A MESQUITE TREE, ABOUT
 BO0295'0.2 MILE NORTHEAST OF A STOCK GUARD IN THE ROAD, SET IT THE TOP OF A
 BO0295'ROCK OUTCROP SURROUNDED BY A CIRCLE OF ROCKS, ABOUT 4-INCHES HIGHER
 BO0295'THAN THE ROAD.
 BO0295
 BO0295                          STATION RECOVERY (1999)
 BO0295
 BO0295'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0309 ***********************************************************************
 AZ0309  DESIGNATION -  G 704
 AZ0309  PID         -  AZ0309
 AZ0309  STATE/COUNTY-  TX/VAL VERDE
 AZ0309  USGS QUAD   -  LANGTRY (1973)
 AZ0309
 AZ0309                         *CURRENT SURVEY CONTROL
 AZ0309  ___________________________________________________________________
 AZ0309* NAD 83(1986)-  29 50 40.     (N)    101 33 28.     (W)     SCALED    
 AZ0309* NAVD 88     -       445.526  (meters)    1461.70   (feet)  ADJUSTED  
 AZ0309  ___________________________________________________________________
 AZ0309  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AZ0309  DYNAMIC HT  -         444.872 (meters)    1459.55  (feet)  COMP
 AZ0309  MODELED GRAV-     979,163.1   (mgal)                       NAVD 88
 AZ0309
 AZ0309  VERT ORDER  -  FIRST     CLASS II
 AZ0309
 AZ0309.The horizontal coordinates were scaled from a topographic map and have
 AZ0309.an estimated accuracy of +/- 6 seconds.
 AZ0309
 AZ0309.The orthometric height was determined by differential leveling
 AZ0309.and adjusted by the National Geodetic Survey in June 1991..
 AZ0309
 AZ0309.The geoid height was determined by GEOID03.
 AZ0309
 AZ0309.The dynamic height is computed by dividing the NAVD 88
 AZ0309.geopotential number by the normal gravity value computed on the
 AZ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0309.degrees latitude (g = 980.6199 gals.).
 AZ0309
 AZ0309.The modeled gravity was interpolated from observed gravity values.
 AZ0309
 AZ0309;                    North         East    Units  Estimated Accuracy
 AZ0309;SPC TXSC     - 4,225,590.      352,870.      MT  (+/- 180 meters Scaled)
 AZ0309
 AZ0309                          SUPERSEDED SURVEY CONTROL
 AZ0309
 AZ0309  NGVD 29 (??/??/92)  445.410  (m)         1461.32   (f) ADJ UNCH    1 2
 AZ0309
 AZ0309.Superseded values are not recommended for survey control.
 AZ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0309.See file dsdata.txt to determine how the superseded data were derived.
 AZ0309
 AZ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU528042(NAD 83)
 AZ0309_MARKER: DB = BENCH MARK DISK
 AZ0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0309_STAMPING: G 704 1942
 AZ0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0309+STABILITY: SURFACE MOTION
 AZ0309
 AZ0309  HISTORY     - Date     Condition        Report By
 AZ0309  HISTORY     - 1942     MONUMENTED       CGS
 AZ0309  HISTORY     - 1973     GOOD             USGS
 AZ0309  HISTORY     - 20010607 GOOD             USPSQD
 AZ0309
 AZ0309                          STATION DESCRIPTION
 AZ0309
 AZ0309'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0309'2.6 MI N FROM LANGTRY.
 AZ0309'ABOUT 2.5 MI. NORTH ALONG THE DIRT ROAD TO PANDALE FROM THE SOUTHERN
 AZ0309'PACIFIC CO. RAILROAD STATION AT LANGTRY, ABOUT 0.1 MI S.W. ALONG
 AZ0309'PANDALE ROAD FROM RANCH ROAD GOING N.E., 84 FEET S.W. FROM A RANCH
 AZ0309'ROAD GOING NORTH, 40 FEET FROM THE CENTER LINE OF THE DIRT ROAD, ABOUT
 AZ0309'LEVEL WITH THE ROAD.  A STANDARD DISK STAMPED G 704 1942 AND SET IN
 AZ0309'THE TOP OF A CONCRETE POST.
 AZ0309
 AZ0309                          STATION RECOVERY (2001)
 AZ0309
 AZ0309'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0514 ***********************************************************************
 CD0514  DESIGNATION -  G 705
 CD0514  PID         -  CD0514
 CD0514  STATE/COUNTY-  TX/HUDSPETH
 CD0514  USGS QUAD   -  BLACK HILLS (1979)
 CD0514
 CD0514                         *CURRENT SURVEY CONTROL
 CD0514  ___________________________________________________________________
 CD0514* NAD 83(1986)-  31 26 48.     (N)    105 20 57.     (W)     SCALED    
 CD0514* NAVD 88     -      1335.497  (meters)    4381.54   (feet)  ADJUSTED  
 CD0514  ___________________________________________________________________
 CD0514  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0514  DYNAMIC HT  -        1333.405 (meters)    4374.68  (feet)  COMP
 CD0514  MODELED GRAV-     979,027.1   (mgal)                       NAVD 88
 CD0514
 CD0514  VERT ORDER  -  FIRST     CLASS II
 CD0514
 CD0514.The horizontal coordinates were scaled from a topographic map and have
 CD0514.an estimated accuracy of +/- 6 seconds.
 CD0514
 CD0514.The orthometric height was determined by differential leveling
 CD0514.and adjusted by the National Geodetic Survey in June 1991..
 CD0514
 CD0514.The geoid height was determined by GEOID03.
 CD0514
 CD0514.The dynamic height is computed by dividing the NAVD 88
 CD0514.geopotential number by the normal gravity value computed on the
 CD0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0514.degrees latitude (g = 980.6199 gals.).
 CD0514
 CD0514.The modeled gravity was interpolated from observed gravity values.
 CD0514
 CD0514;                    North         East    Units  Estimated Accuracy
 CD0514;SPC TX C     - 3,208,070.      223,420.      MT  (+/- 180 meters Scaled)
 CD0514
 CD0514                          SUPERSEDED SURVEY CONTROL
 CD0514
 CD0514  NGVD 29 (??/??/92) 1334.917  (m)         4379.64   (f) ADJ UNCH    1 2
 CD0514
 CD0514.Superseded values are not recommended for survey control.
 CD0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0514.See file dsdata.txt to determine how the superseded data were derived.
 CD0514
 CD0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ668791(NAD 83)
 CD0514_MARKER: DB = BENCH MARK DISK
 CD0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0514_STAMPING: G 705 1942
 CD0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0514+STABILITY: SURFACE MOTION
 CD0514
 CD0514  HISTORY     - Date     Condition        Report By
 CD0514  HISTORY     - 1942     MONUMENTED       CGS
 CD0514  HISTORY     - 1958     GOOD             NGS
 CD0514
 CD0514                          STATION DESCRIPTION
 CD0514
 CD0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0514'20.35 MI N FROM SIERRA BLANCA.
 CD0514'ABOUT 20.35 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0514'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 51 FEET WEST OF THE CENTER
 CD0514'LINE OF THE ROAD, ABOUT 0.05 MILE NORTH OF A GATE AND TEE FENCE
 CD0514'CORNER, 1 1/2 FEET EAST OF A FENCE, 2 FEET NORTH OF A WHITE WOODEN
 CD0514'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 CD0514'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0406 ***********************************************************************
 BP0406  DESIGNATION -  G 707
 BP0406  PID         -  BP0406
 BP0406  STATE/COUNTY-  TX/BREWSTER
 BP0406  USGS QUAD   -  ELEPHANT MOUNTAIN (1983)
 BP0406
 BP0406                         *CURRENT SURVEY CONTROL
 BP0406  ___________________________________________________________________
 BP0406* NAD 83(1986)-  30 03 25.     (N)    103 34 56.     (W)     SCALED    
 BP0406* NAVD 88     -      1329.062  (meters)    4360.43   (feet)  ADJUSTED  
 BP0406  ___________________________________________________________________
 BP0406  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 BP0406  DYNAMIC HT  -        1326.864 (meters)    4353.22  (feet)  COMP
 BP0406  MODELED GRAV-     978,941.7   (mgal)                       NAVD 88
 BP0406
 BP0406  VERT ORDER  -  SECOND    CLASS 0
 BP0406
 BP0406.The horizontal coordinates were scaled from a topographic map and have
 BP0406.an estimated accuracy of +/- 6 seconds.
 BP0406
 BP0406.The orthometric height was determined by differential leveling
 BP0406.and adjusted by the National Geodetic Survey in June 1991..
 BP0406
 BP0406.The geoid height was determined by GEOID03.
 BP0406
 BP0406.The dynamic height is computed by dividing the NAVD 88
 BP0406.geopotential number by the normal gravity value computed on the
 BP0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0406.degrees latitude (g = 980.6199 gals.).
 BP0406
 BP0406.The modeled gravity was interpolated from observed gravity values.
 BP0406
 BP0406;                    North         East    Units  Estimated Accuracy
 BP0406;SPC TXSC     - 4,255,100.      158,270.      MT  (+/- 180 meters Scaled)
 BP0406
 BP0406                          SUPERSEDED SURVEY CONTROL
 BP0406
 BP0406  NGVD 29 (??/??/92) 1328.558  (m)         4358.78   (f) ADJ UNCH    2 0
 BP0406
 BP0406.Superseded values are not recommended for survey control.
 BP0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0406.See file dsdata.txt to determine how the superseded data were derived.
 BP0406
 BP0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP366259(NAD 83)
 BP0406_MARKER: DB = BENCH MARK DISK
 BP0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0406_STAMPING: G 707 1943
 BP0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0406+STABILITY: SURFACE MOTION
 BP0406
 BP0406  HISTORY     - Date     Condition        Report By
 BP0406  HISTORY     - 1943     MONUMENTED       CGS
 BP0406  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0406  HISTORY     - 19961008 MARK NOT FOUND   USPSQD
 BP0406
 BP0406                          STATION DESCRIPTION
 BP0406
 BP0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BP0406'26.45 MI SE FROM ALPINE.
 BP0406'THIS MARK IS ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE
 BP0406'RAILROAD STATION AT ALPINE, BREWSTER COUNTY, AND ABOUT 25.75 MILES
 BP0406'SOUTHEAST ALONG A DIRT ROAD, ABOUT 0.45 MILE SOUTHEAST OF A ROAD
 BP0406'RUNNING EAST TO THE NEVILLE RANCH, 25.5 FEET SOUTHWEST OF THE CENTER
 BP0406'LINE OF THE DIRT ROAD, 7.1 FEET NORTHEAST OF A WIRE FENCE WHICH RUNS
 BP0406'PARALLEL WITH THE ROAD, ABOUT 1.5 FEET HIGHER THAN THE ROAD, 1.5 FEET
 BP0406'NORTHWEST OF A STANDARD REFERENCE POST.
 BP0406
 BP0406                          STATION RECOVERY (1958)
 BP0406
 BP0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0406'MARK NOT FOUND.
 BP0406
 BP0406                          STATION RECOVERY (1996)
 BP0406
 BP0406'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0297 ***********************************************************************
 BA0297  DESIGNATION -  G 708
 BA0297  PID         -  BA0297
 BA0297  STATE/COUNTY-  TX/BREWSTER
 BA0297  USGS QUAD   -  DOG CANYON (1983)
 BA0297
 BA0297                         *CURRENT SURVEY CONTROL
 BA0297  ___________________________________________________________________
 BA0297* NAD 83(1986)-  29 43 11.     (N)    103 34 06.     (W)     SCALED    
 BA0297* NAVD 88     -      1157.780  (meters)    3798.48   (feet)  ADJUSTED  
 BA0297  ___________________________________________________________________
 BA0297  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 BA0297  DYNAMIC HT  -        1155.883 (meters)    3792.26  (feet)  COMP
 BA0297  MODELED GRAV-     978,964.0   (mgal)                       NAVD 88
 BA0297
 BA0297  VERT ORDER  -  SECOND    CLASS 0
 BA0297
 BA0297.The horizontal coordinates were scaled from a topographic map and have
 BA0297.an estimated accuracy of +/- 6 seconds.
 BA0297
 BA0297.The orthometric height was determined by differential leveling
 BA0297.and adjusted by the National Geodetic Survey in June 1991..
 BA0297
 BA0297.The geoid height was determined by GEOID03.
 BA0297
 BA0297.The dynamic height is computed by dividing the NAVD 88
 BA0297.geopotential number by the normal gravity value computed on the
 BA0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0297.degrees latitude (g = 980.6199 gals.).
 BA0297
 BA0297.The modeled gravity was interpolated from observed gravity values.
 BA0297
 BA0297;                    North         East    Units  Estimated Accuracy
 BA0297;SPC TXSC     - 4,217,690.      158,150.      MT  (+/- 180 meters Scaled)
 BA0297
 BA0297                          SUPERSEDED SURVEY CONTROL
 BA0297
 BA0297  NGVD 29 (??/??/92) 1157.309  (m)         3796.94   (f) ADJ UNCH    2 0
 BA0297
 BA0297.Superseded values are not recommended for survey control.
 BA0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0297.See file dsdata.txt to determine how the superseded data were derived.
 BA0297
 BA0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN384885(NAD 83)
 BA0297_MARKER: DB = BENCH MARK DISK
 BA0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0297_STAMPING: G 708 1943
 BA0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0297+STABILITY: SURFACE MOTION
 BA0297
 BA0297  HISTORY     - Date     Condition        Report By
 BA0297  HISTORY     - 1943     MONUMENTED       CGS
 BA0297  HISTORY     - 1958     GOOD             NGS
 BA0297  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0297
 BA0297                          STATION DESCRIPTION
 BA0297
 BA0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0297'31.95 MI N FROM TERLINGUA.
 BA0297'1.0 MILES EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0297'TERLINGUA, THENCE 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0297'THENCE 17.55 MILES NORTH ALONG STATE HIGHWAY 118, 0.85 MILE NORTH OF
 BA0297'THE CREST OF A LONG HILL, 0.1 MILE SOUTH OF A CULVERT. 57 1/2 FEET
 BA0297'EAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET WEST OF THE EAST
 BA0297'HIGHWAY RIGHT OF WAY FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 BA0297'POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 BA0297'PROJECTING 6 INCHES.
 BA0297
 BA0297                          STATION RECOVERY (2001)
 BA0297
 BA0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0297'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0257 ***********************************************************************
 BA0257  DESIGNATION -  G 709
 BA0257  PID         -  BA0257
 BA0257  STATE/COUNTY-  TX/BREWSTER
 BA0257  USGS QUAD   -  HEN EGG MOUNTAIN (1971)
 BA0257
 BA0257                         *CURRENT SURVEY CONTROL
 BA0257  ___________________________________________________________________
 BA0257* NAD 83(1986)-  29 23 32.     (N)    103 36 02.     (W)     SCALED    
 BA0257* NAVD 88     -       828.538  (meters)    2718.30   (feet)  ADJUSTED  
 BA0257  ___________________________________________________________________
 BA0257  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 BA0257  DYNAMIC HT  -         827.196 (meters)    2713.89  (feet)  COMP
 BA0257  MODELED GRAV-     978,997.2   (mgal)                       NAVD 88
 BA0257
 BA0257  VERT ORDER  -  SECOND    CLASS 0
 BA0257
 BA0257.The horizontal coordinates were scaled from a topographic map and have
 BA0257.an estimated accuracy of +/- 6 seconds.
 BA0257
 BA0257.The orthometric height was determined by differential leveling
 BA0257.and adjusted by the National Geodetic Survey in June 1991..
 BA0257
 BA0257.The geoid height was determined by GEOID03.
 BA0257
 BA0257.The dynamic height is computed by dividing the NAVD 88
 BA0257.geopotential number by the normal gravity value computed on the
 BA0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0257.degrees latitude (g = 980.6199 gals.).
 BA0257
 BA0257.The modeled gravity was interpolated from observed gravity values.
 BA0257
 BA0257;                    North         East    Units  Estimated Accuracy
 BA0257;SPC TXSC     - 4,181,550.      153,610.      MT  (+/- 180 meters Scaled)
 BA0257
 BA0257                          SUPERSEDED SURVEY CONTROL
 BA0257
 BA0257  NGVD 29 (??/??/92)  828.095  (m)         2716.84   (f) ADJ UNCH    2 0
 BA0257
 BA0257.Superseded values are not recommended for survey control.
 BA0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0257.See file dsdata.txt to determine how the superseded data were derived.
 BA0257
 BA0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN357522(NAD 83)
 BA0257_MARKER: DB = BENCH MARK DISK
 BA0257_SETTING: 66 = SET IN ROCK OUTCROP
 BA0257_SP_SET: ROCK OUTCROP
 BA0257_STAMPING: G 709 1943
 BA0257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0257+STABILITY: POSITION/ELEVATION WELL
 BA0257
 BA0257  HISTORY     - Date     Condition        Report By
 BA0257  HISTORY     - 1943     MONUMENTED       CGS
 BA0257  HISTORY     - 1958     GOOD             NGS
 BA0257  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0257
 BA0257                          STATION DESCRIPTION
 BA0257
 BA0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0257'6.6 MI NE FROM TERLINGUA.
 BA0257'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0257'TERLINGUA, THENCE ABOUT 5.6 MILES NORTHEAST ALONG A GRADED DIRT ROAD.
 BA0257'IN THE TOP OF A SMALL ROCK OUTCROP PROJECTING ABOUT 1 FOOT, 74 FEET
 BA0257'EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.6 MILE NORTH OF A
 BA0257'WINDMILL, ABOUT 0.35 MILE NORTH OF A CATTLE GUARD, ABOUT 85 YARDS
 BA0257'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING NORTHWEST, 28
 BA0257'FEET EAST OF A WHITE WOODEN WITNESS POST, AOBUT 0.9 MILE SOUTH OF AN
 BA0257'OLD STEEL BRIDGE OVER TERLINGUA CREEK, AND ABOUT 6 FEET BELOW THE
 BA0257'LEVEL OF THE ROAD.
 BA0257
 BA0257                          STATION RECOVERY (2001)
 BA0257
 BA0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0257'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0397 ***********************************************************************
 DP0397  DESIGNATION -  G 71
 DP0397  PID         -  DP0397
 DP0397  STATE/COUNTY-  TX/LUBBOCK
 DP0397  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0397
 DP0397                         *CURRENT SURVEY CONTROL
 DP0397  ___________________________________________________________________
 DP0397* NAD 83(1986)-  33 30 20.     (N)    101 45 04.     (W)     SCALED    
 DP0397* NAVD 88     -       958.721  (meters)    3145.40   (feet)  POSTED    
 DP0397  ___________________________________________________________________
 DP0397  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 DP0397  DYNAMIC HT  -         957.490 (meters)    3141.37  (feet)  COMP
 DP0397  MODELED GRAV-     979,316.8   (mgal)                       NAVD 88
 DP0397
 DP0397  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0397
 DP0397.The horizontal coordinates were scaled from a topographic map and have
 DP0397.an estimated accuracy of +/- 6 seconds.
 DP0397
 DP0397.The orthometric height was determined by differential leveling
 DP0397.and adjusted by the National Geodetic Survey in 1992..
 DP0397.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0397.rate of 1.1 thru 2.0 mm/km.
 DP0397
 DP0397.The geoid height was determined by GEOID03.
 DP0397
 DP0397.The dynamic height is computed by dividing the NAVD 88
 DP0397.geopotential number by the normal gravity value computed on the
 DP0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0397.degrees latitude (g = 980.6199 gals.).
 DP0397
 DP0397.The modeled gravity was interpolated from observed gravity values.
 DP0397
 DP0397;                    North         East    Units  Estimated Accuracy
 DP0397;SPC TXNC     - 2,208,590.      298,000.      MT  (+/- 180 meters Scaled)
 DP0397
 DP0397                          SUPERSEDED SURVEY CONTROL
 DP0397
 DP0397  NGVD 29 (??/??/92)  958.359  (m)         3144.22   (f) ADJ UNCH    1 2
 DP0397
 DP0397.Superseded values are not recommended for survey control.
 DP0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0397.See file dsdata.txt to determine how the superseded data were derived.
 DP0397
 DP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC444107(NAD 83)
 DP0397_MARKER: DB = BENCH MARK DISK
 DP0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0397_STAMPING: 3144.216 G 71 1930
 DP0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0397+STABILITY: SURFACE MOTION
 DP0397
 DP0397  HISTORY     - Date     Condition        Report By
 DP0397  HISTORY     - 1930     MONUMENTED       CGS
 DP0397  HISTORY     - 1963     MARK NOT FOUND   NGS
 DP0397  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0397
 DP0397                          STATION DESCRIPTION
 DP0397
 DP0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DP0397'3.7 MI NW FROM POSEY.
 DP0397'3.7 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0397'POSEY, LUBBOCK COUNTY, ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 682, 45
 DP0397'FEET NORTHEAST OF THE TRACK, 40 FEET NORTH OF A ROAD, 8 FEET NORTH OF
 DP0397'A POLE, AND SET IN THE TOP OF A CONCRETE POST.
 DP0397
 DP0397                          STATION RECOVERY (1982)
 DP0397
 DP0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0316 ***********************************************************************
 CB0316  DESIGNATION -  G 710
 CB0316  PID         -  CB0316
 CB0316  STATE/COUNTY-  TX/STERLING
 CB0316  USGS QUAD   -  GLASS RANCH (1978)
 CB0316
 CB0316                         *CURRENT SURVEY CONTROL
 CB0316  ___________________________________________________________________
 CB0316* NAD 83(1986)-  31 50 28.     (N)    101 09 53.     (W)     SCALED    
 CB0316* NAVD 88     -       750.067  (meters)    2460.84   (feet)  ADJUSTED  
 CB0316  ___________________________________________________________________
 CB0316  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CB0316  DYNAMIC HT  -         749.037 (meters)    2457.47  (feet)  COMP
 CB0316  MODELED GRAV-     979,241.8   (mgal)                       NAVD 88
 CB0316
 CB0316  VERT ORDER  -  SECOND    CLASS 0
 CB0316
 CB0316.The horizontal coordinates were scaled from a topographic map and have
 CB0316.an estimated accuracy of +/- 6 seconds.
 CB0316
 CB0316.The orthometric height was determined by differential leveling
 CB0316.and adjusted by the National Geodetic Survey in June 1991..
 CB0316
 CB0316.The geoid height was determined by GEOID03.
 CB0316
 CB0316.The dynamic height is computed by dividing the NAVD 88
 CB0316.geopotential number by the normal gravity value computed on the
 CB0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0316.degrees latitude (g = 980.6199 gals.).
 CB0316
 CB0316.The modeled gravity was interpolated from observed gravity values.
 CB0316
 CB0316;                    North         East    Units  Estimated Accuracy
 CB0316;SPC TX C     - 3,241,350.      621,310.      MT  (+/- 180 meters Scaled)
 CB0316
 CB0316                          SUPERSEDED SURVEY CONTROL
 CB0316
 CB0316  NGVD 29 (??/??/92)  749.829  (m)         2460.06   (f) ADJ UNCH    2 0
 CB0316
 CB0316.Superseded values are not recommended for survey control.
 CB0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0316.See file dsdata.txt to determine how the superseded data were derived.
 CB0316
 CB0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA951248(NAD 83)
 CB0316_MARKER: DB = BENCH MARK DISK
 CB0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0316_STAMPING: G 710 1942
 CB0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0316+STABILITY: SURFACE MOTION
 CB0316
 CB0316  HISTORY     - Date     Condition        Report By
 CB0316  HISTORY     - 1942     MONUMENTED       CGS
 CB0316  HISTORY     - 1951     GOOD             NGS
 CB0316  HISTORY     - 1973     GOOD             TXHD
 CB0316
 CB0316                          STATION DESCRIPTION
 CB0316
 CB0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CB0316'11.5 MI NW FROM STERLING CITY.
 CB0316'3.3 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM STERLING CITY,
 CB0316'STERLING COUNTY, 8.2 MILES WEST ALONG THE GARDEN CITY HIGHWAY.  0.2
 CB0316'MILE NORTHEAST OF A RANCH HOUSE ON THE NORTHWEST SIDE OF THE ROAD AND
 CB0316'TWO TIN-ROOFED BARNS ON THE SOUTHEAST SIDE OF ROAD, ACROSS THE HIGHWAY
 CB0316'FROM A PRIVATE ROAD LEADING SOUTH THROUGH A RED WOODEN GATE, 67 FEET
 CB0316'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE SOUTH CORNER OF A
 CB0316'LOT USED BY THE STATE HIGHWAY DEPARTMENT (IN 1942 )FOR STORAGE OF
 CB0316'MATERIALS, 6.5 FEET NORTH OF A STONE POST AT A FENCE CORNER, 1 FOOT
 CB0316'HIGHER THAN THE HIGHWAY.  AND SET IN THE TOP OF A CONCRETE POST
 CB0316'PROJECTING 8 INCHES ABOVE THE GROUND.
 CB0316
 CB0316                          STATION RECOVERY (1973)
 CB0316
 CB0316'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0448 ***********************************************************************
 CB0448  DESIGNATION -  G 711
 CB0448  PID         -  CB0448
 CB0448  STATE/COUNTY-  TX/GLASSCOCK
 CB0448  USGS QUAD   -  DEWEY LAKE SE (1965)
 CB0448
 CB0448                         *CURRENT SURVEY CONTROL
 CB0448  ___________________________________________________________________
 CB0448* NAD 83(1986)-  31 51 48.     (N)    101 33 55.     (W)     SCALED    
 CB0448* NAVD 88     -       825.168  (meters)    2707.24   (feet)  ADJUSTED  
 CB0448  ___________________________________________________________________
 CB0448  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CB0448  DYNAMIC HT  -         824.026 (meters)    2703.49  (feet)  COMP
 CB0448  MODELED GRAV-     979,228.3   (mgal)                       NAVD 88
 CB0448
 CB0448  VERT ORDER  -  SECOND    CLASS 0
 CB0448
 CB0448.The horizontal coordinates were scaled from a topographic map and have
 CB0448.an estimated accuracy of +/- 6 seconds.
 CB0448
 CB0448.The orthometric height was determined by differential leveling
 CB0448.and adjusted by the National Geodetic Survey in June 1991..
 CB0448
 CB0448.The geoid height was determined by GEOID03.
 CB0448
 CB0448.The dynamic height is computed by dividing the NAVD 88
 CB0448.geopotential number by the normal gravity value computed on the
 CB0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0448.degrees latitude (g = 980.6199 gals.).
 CB0448
 CB0448.The modeled gravity was interpolated from observed gravity values.
 CB0448
 CB0448;                    North         East    Units  Estimated Accuracy
 CB0448;SPC TX C     - 3,244,170.      583,420.      MT  (+/- 180 meters Scaled)
 CB0448
 CB0448                          SUPERSEDED SURVEY CONTROL
 CB0448
 CB0448  NGVD 29 (??/??/92)  824.880  (m)         2706.29   (f) ADJ UNCH    2 0
 CB0448
 CB0448.Superseded values are not recommended for survey control.
 CB0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0448.See file dsdata.txt to determine how the superseded data were derived.
 CB0448
 CB0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA573281(NAD 83)
 CB0448_MARKER: DB = BENCH MARK DISK
 CB0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0448_STAMPING: G 711 1942
 CB0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0448+STABILITY: SURFACE MOTION
 CB0448
 CB0448  HISTORY     - Date     Condition        Report By
 CB0448  HISTORY     - 1942     MONUMENTED       CGS
 CB0448  HISTORY     - 1965     MARK NOT FOUND   USGS
 CB0448
 CB0448                          STATION DESCRIPTION
 CB0448
 CB0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0448'5.1 MI W FROM GARDEN CITY.
 CB0448'5.1 MILES WEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT GARDEN
 CB0448'CITY, GLASSCOCK COUNTY, 0.4 MILE WEST OF THE JUNCTION OF A PRIVATE
 CB0448'ROAD LEADING SOUTHWEST ACROSS A PASTURE, 0.5 MILE SOUTHEAST OF A
 CB0448'WINDMILL IN A PASTURE ON THE NORTH SIDE OF THE HIGHWAY, 58 FEET NORTH
 CB0448'OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET EAST OF A WHITE WOODEN
 CB0448'WITNESS POST.  AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 CB0448'INCHES ABOVE GROUND.
 CB0448
 CB0448                          STATION RECOVERY (1965)
 CB0448
 CB0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CB0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0474 ***********************************************************************
 CB0474  DESIGNATION -  G 712
 CB0474  PID         -  CB0474
 CB0474  STATE/COUNTY-  TX/MIDLAND
 CB0474  USGS QUAD   -  STEPHENSON LAKE (1974)
 CB0474
 CB0474                         *CURRENT SURVEY CONTROL
 CB0474  ___________________________________________________________________
 CB0474* NAD 83(1986)-  31 57 34.     (N)    101 57 20.     (W)     SCALED    
 CB0474* NAVD 88     -       833.439  (meters)    2734.37   (feet)  ADJUSTED  
 CB0474  ___________________________________________________________________
 CB0474  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CB0474  DYNAMIC HT  -         832.272 (meters)    2730.55  (feet)  COMP
 CB0474  MODELED GRAV-     979,211.3   (mgal)                       NAVD 88
 CB0474
 CB0474  VERT ORDER  -  SECOND    CLASS 0
 CB0474
 CB0474.The horizontal coordinates were scaled from a topographic map and have
 CB0474.an estimated accuracy of +/- 6 seconds.
 CB0474
 CB0474.The orthometric height was determined by differential leveling
 CB0474.and adjusted by the National Geodetic Survey in June 1991..
 CB0474
 CB0474.The geoid height was determined by GEOID03.
 CB0474
 CB0474.The dynamic height is computed by dividing the NAVD 88
 CB0474.geopotential number by the normal gravity value computed on the
 CB0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0474.degrees latitude (g = 980.6199 gals.).
 CB0474
 CB0474.The modeled gravity was interpolated from observed gravity values.
 CB0474
 CB0474;                    North         East    Units  Estimated Accuracy
 CB0474;SPC TX C     - 3,255,300.      546,650.      MT  (+/- 180 meters Scaled)
 CB0474
 CB0474                          SUPERSEDED SURVEY CONTROL
 CB0474
 CB0474  NGVD 29 (??/??/92)  833.07   (m)         2733.2    (f) COMPUTED    2 0
 CB0474
 CB0474.Superseded values are not recommended for survey control.
 CB0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0474.See file dsdata.txt to determine how the superseded data were derived.
 CB0474
 CB0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA206397(NAD 83)
 CB0474_MARKER: DB = BENCH MARK DISK
 CB0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0474_STAMPING: G 712 1942
 CB0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0474+STABILITY: SURFACE MOTION
 CB0474
 CB0474  HISTORY     - Date     Condition        Report By
 CB0474  HISTORY     - 1942     MONUMENTED       CGS
 CB0474  HISTORY     - 1952     MARK NOT FOUND   LOCSUR
 CB0474
 CB0474                          STATION DESCRIPTION
 CB0474
 CB0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0474'7.9 MI SE FROM MIDLAND.
 CB0474'ALONG HIGHWAY 158, 7.9 MILES SOUTHEAST OF THE RAILROAD STATION AT
 CB0474'MIDLAND, 1.2 MILE EAST OF A DIRT ROAD INTERSECTION, 0.2 MILE SOUTHEAST
 CB0474'OF A ROAD RUNNING NORTHEAST TO A RANCH HOUSE, 48 FEET NORTHEAST OF THE
 CB0474'CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHWEST OF THE NORTH RIGHT-OF-WAY
 CB0474'FENCE, 2 FEET EAST OF A WHITE REFERENCE POST AND IS A BENCH MARK DISK
 CB0474'SET IN TOP OF A CONCRETE POST.
 CB0474
 CB0474                          STATION RECOVERY (1952)
 CB0474
 CB0474'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1952
 CB0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0441 ***********************************************************************
 CB0441  DESIGNATION -  G 713
 CB0441  PID         -  CB0441
 CB0441  STATE/COUNTY-  TX/REAGAN
 CB0441  USGS QUAD   -  GARDENER DRAW (1970)
 CB0441
 CB0441                         *CURRENT SURVEY CONTROL
 CB0441  ___________________________________________________________________
 CB0441* NAD 83(1986)-  31 16 27.     (N)    101 30 01.     (W)     SCALED    
 CB0441* NAVD 88     -       781.308  (meters)    2563.34   (feet)  ADJUSTED  
 CB0441  ___________________________________________________________________
 CB0441  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0441  DYNAMIC HT  -         780.178 (meters)    2559.63  (feet)  COMP
 CB0441  MODELED GRAV-     979,168.3   (mgal)                       NAVD 88
 CB0441
 CB0441  VERT ORDER  -  SECOND    CLASS 0
 CB0441
 CB0441.The horizontal coordinates were scaled from a topographic map and have
 CB0441.an estimated accuracy of +/- 6 seconds.
 CB0441
 CB0441.The orthometric height was determined by differential leveling
 CB0441.and adjusted by the National Geodetic Survey in June 1991..
 CB0441
 CB0441.The geoid height was determined by GEOID03.
 CB0441
 CB0441.The dynamic height is computed by dividing the NAVD 88
 CB0441.geopotential number by the normal gravity value computed on the
 CB0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0441.degrees latitude (g = 980.6199 gals.).
 CB0441
 CB0441.The modeled gravity was interpolated from observed gravity values.
 CB0441
 CB0441;                    North         East    Units  Estimated Accuracy
 CB0441;SPC TX C     - 3,178,780.      588,890.      MT  (+/- 180 meters Scaled)
 CB0441
 CB0441                          SUPERSEDED SURVEY CONTROL
 CB0441
 CB0441  NGVD 29 (??/??/92)  780.97   (m)         2562.2    (f) COMPUTED    2 0
 CB0441
 CB0441.Superseded values are not recommended for survey control.
 CB0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0441.See file dsdata.txt to determine how the superseded data were derived.
 CB0441
 CB0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV619626(NAD 83)
 CB0441_MARKER: DB = BENCH MARK DISK
 CB0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0441_STAMPING: G 713 1942
 CB0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0441+STABILITY: SURFACE MOTION
 CB0441
 CB0441  HISTORY     - Date     Condition        Report By
 CB0441  HISTORY     - 1942     MONUMENTED       CGS
 CB0441
 CB0441                          STATION DESCRIPTION
 CB0441
 CB0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0441'7.5 MI N FROM BIG LAKE.
 CB0441'ABOUT 7.5 MILES NORTH ALONG THE GARDEN CITY ROAD FROM THE RAILROAD
 CB0441'STATION AT BIG LAKE, AT THE SOUTH END OF AN S CURVE, ON THE SOUTHWEST
 CB0441'SIDE OF THE ROAD, IN THE CENTER OF A TRIANGLE FORMED BY THREE LARGE
 CB0441'MESQUITE TREES, 63 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1
 CB0441'1/2 FEET NORTH OF A WHITE REFERENCE POST AND IS A BENCH MARK DISK SET
 CB0441'IN TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0442 ***********************************************************************
 CB0442  DESIGNATION -  G 713 RESET 1947
 CB0442  PID         -  CB0442
 CB0442  STATE/COUNTY-  TX/REAGAN
 CB0442  USGS QUAD   -  GARDENER DRAW (1970)
 CB0442
 CB0442                         *CURRENT SURVEY CONTROL
 CB0442  ___________________________________________________________________
 CB0442* NAD 83(1986)-  31 16 28.     (N)    101 30 01.     (W)     SCALED    
 CB0442* NAVD 88     -       780.81   (meters)    2561.7    (feet)  RESET     
 CB0442  ___________________________________________________________________
 CB0442  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0442
 CB0442  VERT ORDER  -  THIRD
 CB0442
 CB0442.The horizontal coordinates were scaled from a topographic map and have
 CB0442.an estimated accuracy of +/- 6 seconds.
 CB0442
 CB0442.The orthometric height was computed from unverified reset data.
 CB0442
 CB0442.The geoid height was determined by GEOID03.
 CB0442
 CB0442;                    North         East    Units  Estimated Accuracy
 CB0442;SPC TX C     - 3,178,810.      588,890.      MT  (+/- 180 meters Scaled)
 CB0442
 CB0442                          SUPERSEDED SURVEY CONTROL
 CB0442
 CB0442.No superseded survey control is available for this station.
 CB0442
 CB0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV619627(NAD 83)
 CB0442_MARKER: DB = BENCH MARK DISK
 CB0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0442_STAMPING: G 713 RESET 1947
 CB0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0442+STABILITY: SURFACE MOTION
 CB0442
 CB0442  HISTORY     - Date     Condition        Report By
 CB0442  HISTORY     - 1947     MONUMENTED       TXHD
 CB0442  HISTORY     - 1970     MARK NOT FOUND   USGS
 CB0442
 CB0442                          STATION DESCRIPTION
 CB0442
 CB0442'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1947
 CB0442'7.0 MI N FROM BIG LAKE.
 CB0442'7.0 MILES NORTH ALONG RANCH-TO-MARKET HIGHWAY 33 FROM THE PANHANDLE
 CB0442'AND SANTA FE RAILROAD STATION AT BIG LAKE, REAGAN COUNTY, NEAR THE
 CB0442'NORTH END OF A CURVE TO THE EAST, 49 FEET EAST OF THE CENTERLINE OF
 CB0442'THE ROAD, 2 FEET FROM A WHITE WOODEN WITNESS POST, 1 FOOT WEST OF THE
 CB0442'RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 CB0442'INCHES. ABOVE GROUND.
 CB0442
 CB0442                          STATION RECOVERY (1970)
 CB0442
 CB0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CB0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0483 ***********************************************************************
 CB0483  DESIGNATION -  G 714
 CB0483  PID         -  CB0483
 CB0483  STATE/COUNTY-  TX/REAGAN
 CB0483  USGS QUAD   -  SAINT LAWRENCE SE (1973)
 CB0483
 CB0483                         *CURRENT SURVEY CONTROL
 CB0483  ___________________________________________________________________
 CB0483* NAD 83(1986)-  31 34 05.     (N)    101 32 16.     (W)     SCALED    
 CB0483* NAVD 88     -       811.461  (meters)    2662.27   (feet)  ADJUSTED  
 CB0483  ___________________________________________________________________
 CB0483  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CB0483  DYNAMIC HT  -         810.317 (meters)    2658.51  (feet)  COMP
 CB0483  MODELED GRAV-     979,202.3   (mgal)                       NAVD 88
 CB0483
 CB0483  VERT ORDER  -  SECOND    CLASS 0
 CB0483
 CB0483.The horizontal coordinates were scaled from a topographic map and have
 CB0483.an estimated accuracy of +/- 6 seconds.
 CB0483
 CB0483.The orthometric height was determined by differential leveling
 CB0483.and adjusted by the National Geodetic Survey in June 1991..
 CB0483
 CB0483.The geoid height was determined by GEOID03.
 CB0483
 CB0483.The dynamic height is computed by dividing the NAVD 88
 CB0483.geopotential number by the normal gravity value computed on the
 CB0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0483.degrees latitude (g = 980.6199 gals.).
 CB0483
 CB0483.The modeled gravity was interpolated from observed gravity values.
 CB0483
 CB0483;                    North         East    Units  Estimated Accuracy
 CB0483;SPC TX C     - 3,211,400.      585,670.      MT  (+/- 180 meters Scaled)
 CB0483
 CB0483                          SUPERSEDED SURVEY CONTROL
 CB0483
 CB0483  NGVD 29 (??/??/92)  811.156  (m)         2661.27   (f) ADJ UNCH    2 0
 CB0483
 CB0483.Superseded values are not recommended for survey control.
 CB0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0483.See file dsdata.txt to determine how the superseded data were derived.
 CB0483
 CB0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV591953(NAD 83)
 CB0483_MARKER: DB = BENCH MARK DISK
 CB0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0483_STAMPING: G 714 1942
 CB0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0483+STABILITY: SURFACE MOTION
 CB0483
 CB0483  HISTORY     - Date     Condition        Report By
 CB0483  HISTORY     - 1942     MONUMENTED       CGS
 CB0483
 CB0483                          STATION DESCRIPTION
 CB0483
 CB0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0483'16.0 MI N FROM STILES.
 CB0483'16.0 MILES NORTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0483'FROM THE OLD COUNTY COURTHOUSE AT STILES, REAGAN COUNTY, AT THE MAIN
 CB0483'ENTRANCE TO THE E. C. CAUBLE RANCH, AT THE JUNCTION OF THE LANE
 CB0483'LEADING WEST THROUGH A GATE AND ACROSS A STOCK GUARD TO THE ROCK RANCH
 CB0483'HOUSE, 86.5 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 28 FEET
 CB0483'SOUTH OF THE CENTERLINE OF THE LANE, 2 FEET EAST OF A WHITE WOODEN
 CB0483'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 CB0483'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0263 ***********************************************************************
 CD0263  DESIGNATION -  G 715
 CD0263  PID         -  CD0263
 CD0263  STATE/COUNTY-  TX/CULBERSON
 CD0263  USGS QUAD   -  SEVEN HEART GAP NW (1973)
 CD0263
 CD0263                         *CURRENT SURVEY CONTROL
 CD0263  ___________________________________________________________________
 CD0263* NAD 83(1986)-  31 25 15.     (N)    104 41 39.     (W)     SCALED    
 CD0263* NAVD 88     -      1203.845  (meters)    3949.61   (feet)  ADJUSTED  
 CD0263  ___________________________________________________________________
 CD0263  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CD0263  DYNAMIC HT  -        1202.000 (meters)    3943.56  (feet)  COMP
 CD0263  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 CD0263
 CD0263  VERT ORDER  -  SECOND    CLASS 0
 CD0263
 CD0263.The horizontal coordinates were scaled from a topographic map and have
 CD0263.an estimated accuracy of +/- 6 seconds.
 CD0263
 CD0263.The orthometric height was determined by differential leveling
 CD0263.and adjusted by the National Geodetic Survey in June 1991..
 CD0263
 CD0263.The geoid height was determined by GEOID03.
 CD0263
 CD0263.The dynamic height is computed by dividing the NAVD 88
 CD0263.geopotential number by the normal gravity value computed on the
 CD0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0263.degrees latitude (g = 980.6199 gals.).
 CD0263
 CD0263.The modeled gravity was interpolated from observed gravity values.
 CD0263
 CD0263;                    North         East    Units  Estimated Accuracy
 CD0263;SPC TX C     - 3,202,590.      285,510.      MT  (+/- 180 meters Scaled)
 CD0263
 CD0263                          SUPERSEDED SURVEY CONTROL
 CD0263
 CD0263  NGVD 29 (??/??/92) 1203.352  (m)         3948.00   (f) ADJ UNCH    2 0
 CD0263
 CD0263.Superseded values are not recommended for survey control.
 CD0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0263.See file dsdata.txt to determine how the superseded data were derived.
 CD0263
 CD0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ290762(NAD 83)
 CD0263_MARKER: DB = BENCH MARK DISK
 CD0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0263_STAMPING: G 715 1942
 CD0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0263+STABILITY: SURFACE MOTION
 CD0263
 CD0263  HISTORY     - Date     Condition        Report By
 CD0263  HISTORY     - 1942     MONUMENTED       CGS
 CD0263  HISTORY     - 1958     GOOD             NGS
 CD0263
 CD0263                          STATION DESCRIPTION
 CD0263
 CD0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0263'41.7 MI N FROM VAN HORN.
 CD0263'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0263'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0263'HIGHWAY 54, THENCE ABOUT 10.3 MILES EAST ALONG A DIRT ROAD.  49 FEET
 CD0263'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE NORTHWEST OF
 CD0263'A WOODEN TOWER WINDMILL AND WATER SUPPLY TANK AND THE JUNCTION OF A
 CD0263'ROAD LEADING SOUTHWEST.  2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CD0263'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 CD0263'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0162 ***********************************************************************
 CD0162  DESIGNATION -  G 716
 CD0162  PID         -  CD0162
 CD0162  STATE/COUNTY-  TX/CULBERSON
 CD0162  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0162
 CD0162                         *CURRENT SURVEY CONTROL
 CD0162  ___________________________________________________________________
 CD0162* NAD 83(1986)-  31 24 56.     (N)    104 27 04.     (W)     SCALED    
 CD0162* NAVD 88     -      1308.508  (meters)    4293.00   (feet)  ADJUSTED  
 CD0162  ___________________________________________________________________
 CD0162  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CD0162  DYNAMIC HT  -        1306.481 (meters)    4286.35  (feet)  COMP
 CD0162  MODELED GRAV-     979,045.7   (mgal)                       NAVD 88
 CD0162
 CD0162  VERT ORDER  -  SECOND    CLASS 0
 CD0162
 CD0162.The horizontal coordinates were scaled from a topographic map and have
 CD0162.an estimated accuracy of +/- 6 seconds.
 CD0162
 CD0162.The orthometric height was determined by differential leveling
 CD0162.and adjusted by the National Geodetic Survey in June 1991..
 CD0162
 CD0162.The geoid height was determined by GEOID03.
 CD0162
 CD0162.The dynamic height is computed by dividing the NAVD 88
 CD0162.geopotential number by the normal gravity value computed on the
 CD0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0162.degrees latitude (g = 980.6199 gals.).
 CD0162
 CD0162.The modeled gravity was interpolated from observed gravity values.
 CD0162
 CD0162;                    North         East    Units  Estimated Accuracy
 CD0162;SPC TX C     - 3,201,120.      308,580.      MT  (+/- 180 meters Scaled)
 CD0162
 CD0162                          SUPERSEDED SURVEY CONTROL
 CD0162
 CD0162  NGVD 29 (??/??/92) 1307.992  (m)         4291.30   (f) ADJ UNCH    2 0
 CD0162
 CD0162.Superseded values are not recommended for survey control.
 CD0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0162.See file dsdata.txt to determine how the superseded data were derived.
 CD0162
 CD0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ521757(NAD 83)
 CD0162_MARKER: DB = BENCH MARK DISK
 CD0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0162_STAMPING: G-716 1942
 CD0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0162+STABILITY: SURFACE MOTION
 CD0162
 CD0162  HISTORY     - Date     Condition        Report By
 CD0162  HISTORY     - 1942     MONUMENTED       CGS
 CD0162  HISTORY     - 1973     GOOD             USGS
 CD0162
 CD0162                          STATION DESCRIPTION
 CD0162
 CD0162'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0162'42.25 MI NE FROM VAN HORN.
 CD0162'VAN HORN, AT JUNCTION OF STATE HWY. 54 AND FARM ROAD 2185, THENCE
 CD0162'GENERALLY EAST ALONG FARM ROAD 2185 FOR 37.6 MILES TO A Y-ROAD EAST
 CD0162'LEADING TO THE ELCOR CHEMICAL CORPORATION, THENCE EAST FOR 0.05 MILES
 CD0162'TO A T-ROAD NORTH, THENCE 4.6 MILES NORTH ALONG GRADED ROAD.  ABOUT
 CD0162'0.4 MILES SOUTH OF A Y-ROAD JUNCTION.  ABOUT 0.4 MILES NORTH OF A
 CD0162'CATTLEGUARD.  19 FT. EAST OF ROAD.  IN A CONCRETE POST PROJECTING 4
 CD0162'INCHES.  STANDARD TABLET STAMPED G-716, 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0378 ***********************************************************************
 CD0378  DESIGNATION -  G 717
 CD0378  PID         -  CD0378
 CD0378  STATE/COUNTY-  TX/CULBERSON
 CD0378  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0378
 CD0378                         *CURRENT SURVEY CONTROL
 CD0378  ___________________________________________________________________
 CD0378* NAD 83(1986)-  31 40 43.     (N)    104 34 44.     (W)     SCALED    
 CD0378* NAVD 88     -      1367.104  (meters)    4485.24   (feet)  ADJUSTED  
 CD0378  ___________________________________________________________________
 CD0378  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CD0378  DYNAMIC HT  -        1364.956 (meters)    4478.19  (feet)  COMP
 CD0378  MODELED GRAV-     979,020.9   (mgal)                       NAVD 88
 CD0378
 CD0378  VERT ORDER  -  SECOND    CLASS 0
 CD0378
 CD0378.The horizontal coordinates were scaled from a topographic map and have
 CD0378.an estimated accuracy of +/- 6 seconds.
 CD0378
 CD0378.The orthometric height was determined by differential leveling
 CD0378.and adjusted by the National Geodetic Survey in June 1991..
 CD0378
 CD0378.The geoid height was determined by GEOID03.
 CD0378
 CD0378.The dynamic height is computed by dividing the NAVD 88
 CD0378.geopotential number by the normal gravity value computed on the
 CD0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0378.degrees latitude (g = 980.6199 gals.).
 CD0378
 CD0378.The modeled gravity was interpolated from observed gravity values.
 CD0378
 CD0378;                    North         East    Units  Estimated Accuracy
 CD0378;SPC TX C     - 3,230,720.      297,550.      MT  (+/- 180 meters Scaled)
 CD0378
 CD0378                          SUPERSEDED SURVEY CONTROL
 CD0378
 CD0378  NGVD 29 (??/??/92) 1366.529  (m)         4483.35   (f) ADJ UNCH    2 0
 CD0378
 CD0378.Superseded values are not recommended for survey control.
 CD0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0378.See file dsdata.txt to determine how the superseded data were derived.
 CD0378
 CD0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER399048(NAD 83)
 CD0378_MARKER: DB = BENCH MARK DISK
 CD0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0378_STAMPING: G 717 1942
 CD0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0378+STABILITY: SURFACE MOTION
 CD0378
 CD0378  HISTORY     - Date     Condition        Report By
 CD0378  HISTORY     - 1942     MONUMENTED       CGS
 CD0378  HISTORY     - 1958     GOOD             NGS
 CD0378
 CD0378                          STATION DESCRIPTION
 CD0378
 CD0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0378'46.8 MI SE FROM PINE SPRINGS.
 CD0378'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0378'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0378'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 17.7 MILES SOUTH ALONG
 CD0378'A GRADED DIRT ROAD.  28 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CD0378'ABOUT 167 YARDS EAST OF AN OLD CORRAL, 23 FEET EAST OF THE EAST END OF
 CD0378'A CATTLE GUARD, 2 FEET NORTH OF A FENCE, 1 1/2 FEET WEST OF A WHITE
 CD0378'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 CD0378'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0358 ***********************************************************************
 CD0358  DESIGNATION -  G 718
 CD0358  PID         -  CD0358
 CD0358  STATE/COUNTY-  TX/CULBERSON
 CD0358  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0358
 CD0358                         *CURRENT SURVEY CONTROL
 CD0358  ___________________________________________________________________
 CD0358* NAD 83(1986)-  31 57 23.     (N)    104 30 33.     (W)     SCALED    
 CD0358* NAVD 88     -      1204.277  (meters)    3951.03   (feet)  ADJUSTED  
 CD0358  ___________________________________________________________________
 CD0358  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CD0358  DYNAMIC HT  -        1202.461 (meters)    3945.07  (feet)  COMP
 CD0358  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 CD0358
 CD0358  VERT ORDER  -  SECOND    CLASS 0
 CD0358
 CD0358.The horizontal coordinates were scaled from a topographic map and have
 CD0358.an estimated accuracy of +/- 6 seconds.
 CD0358
 CD0358.The orthometric height was determined by differential leveling
 CD0358.and adjusted by the National Geodetic Survey in June 1991..
 CD0358
 CD0358.The geoid height was determined by GEOID03.
 CD0358
 CD0358.The dynamic height is computed by dividing the NAVD 88
 CD0358.geopotential number by the normal gravity value computed on the
 CD0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0358.degrees latitude (g = 980.6199 gals.).
 CD0358
 CD0358.The modeled gravity was interpolated from observed gravity values.
 CD0358
 CD0358;                    North         East    Units  Estimated Accuracy
 CD0358;SPC TX C     - 3,261,250.      305,310.      MT  (+/- 180 meters Scaled)
 CD0358
 CD0358                          SUPERSEDED SURVEY CONTROL
 CD0358
 CD0358  NGVD 29 (??/??/92) 1203.735  (m)         3949.25   (f) ADJ UNCH    2 0
 CD0358
 CD0358.Superseded values are not recommended for survey control.
 CD0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0358.See file dsdata.txt to determine how the superseded data were derived.
 CD0358
 CD0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER463357(NAD 83)
 CD0358_MARKER: DB = BENCH MARK DISK
 CD0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0358_STAMPING: G 718 1942
 CD0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0358+STABILITY: SURFACE MOTION
 CD0358
 CD0358  HISTORY     - Date     Condition        Report By
 CD0358  HISTORY     - 1942     MONUMENTED       CGS
 CD0358  HISTORY     - 1958     GOOD             NGS
 CD0358
 CD0358                          STATION DESCRIPTION
 CD0358
 CD0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0358'22.3 MI E FROM PINE SPRINGS.
 CD0358'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAY 62 AND 180 FROM THE
 CD0358'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 3.5 MILES
 CD0358'SOUTH ALONG RANCH ROAD 1108.  52 FEET WEST OF THE CENTER LINE OF THE
 CD0358'ROAD, 42 FEET EAST OF THE CENTER LINE OF THE OLD ROAD, ABOUT 100 FEET
 CD0358'NORTH OF THE CREST OF A HILL, 2 FEET EAST OF A FENCE, 2 FEET SOUTH OF
 CD0358'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT LOWER THAN THE LEVEL OF THE
 CD0358'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0169 ***********************************************************************
 BB0169  DESIGNATION -  G 719
 BB0169  PID         -  BB0169
 BB0169  STATE/COUNTY-  TX/PRESIDIO
 BB0169  USGS QUAD   -  ALAMO SPRING (1983)
 BB0169
 BB0169                         *CURRENT SURVEY CONTROL
 BB0169  ___________________________________________________________________
 BB0169* NAD 83(1986)-  29 40 23.     (N)    104 09 42.     (W)     SCALED    
 BB0169* NAVD 88     -       971.177  (meters)    3186.27   (feet)  ADJUSTED  
 BB0169  ___________________________________________________________________
 BB0169  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BB0169  DYNAMIC HT  -         969.610 (meters)    3181.13  (feet)  COMP
 BB0169  MODELED GRAV-     978,995.9   (mgal)                       NAVD 88
 BB0169
 BB0169  VERT ORDER  -  SECOND    CLASS 0
 BB0169
 BB0169.The horizontal coordinates were scaled from a topographic map and have
 BB0169.an estimated accuracy of +/- 6 seconds.
 BB0169
 BB0169.The orthometric height was determined by differential leveling
 BB0169.and adjusted by the National Geodetic Survey in June 1991..
 BB0169
 BB0169.The geoid height was determined by GEOID03.
 BB0169
 BB0169.The dynamic height is computed by dividing the NAVD 88
 BB0169.geopotential number by the normal gravity value computed on the
 BB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0169.degrees latitude (g = 980.6199 gals.).
 BB0169
 BB0169.The modeled gravity was interpolated from observed gravity values.
 BB0169
 BB0169;                    North         East    Units  Estimated Accuracy
 BB0169;SPC TXSC     - 4,214,910.      100,570.      MT  (+/- 180 meters Scaled)
 BB0169
 BB0169                          SUPERSEDED SURVEY CONTROL
 BB0169
 BB0169  NGVD 29 (??/??/92)  970.856  (m)         3185.22   (f) ADJ UNCH    2 0
 BB0169
 BB0169.Superseded values are not recommended for survey control.
 BB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0169.See file dsdata.txt to determine how the superseded data were derived.
 BB0169
 BB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN811828(NAD 83)
 BB0169_MARKER: DB = BENCH MARK DISK
 BB0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0169_STAMPING: G 719 1943
 BB0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0169+STABILITY: SURFACE MOTION
 BB0169
 BB0169  HISTORY     - Date     Condition        Report By
 BB0169  HISTORY     - 1943     MONUMENTED       CGS
 BB0169  HISTORY     - 1958     GOOD             NGS
 BB0169
 BB0169                          STATION DESCRIPTION
 BB0169
 BB0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0169'9.35 MI SW FROM CASA PIEDRA.
 BB0169'ABOUT 0.3 MILE WEST ALONG A GRADED DIRT ROAD FROM THE C. L. VASQUEZ
 BB0169'STORE AT CASA PIEDRA, THENCE ABOUT 3.45 MILES SOUTHWEST ALONG A GRADED
 BB0169'DIRT ROAD, THENCE ABOUT 5.6 MILE SOUTHWEST ALONG A DIM TRACK ROAD. 25
 BB0169'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 177 YARDS SOUTHEAST OF
 BB0169'THE PANHANDLE AND SANTA FE RAILWAY BRIDGE, ABOUT 0.1 MILE SOUTHWEST OF
 BB0169'A SAND WASH, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN
 BB0169'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT. NOTE-- THIS MARK IS 1.1
 BB0169'MILES NORTHEAST OF BENCH MARK F 719.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0481 ***********************************************************************
 CU0481  DESIGNATION -  G 72
 CU0481  PID         -  CU0481
 CU0481  STATE/COUNTY-  TX/SCURRY
 CU0481  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0481
 CU0481                         *CURRENT SURVEY CONTROL
 CU0481  ___________________________________________________________________
 CU0481* NAD 83(1986)-  32 56 43.     (N)    101 04 50.     (W)     SCALED    
 CU0481* NAVD 88     -       738.265  (meters)    2422.12   (feet)  ADJUSTED  
 CU0481  ___________________________________________________________________
 CU0481  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CU0481  DYNAMIC HT  -         737.317 (meters)    2419.01  (feet)  COMP
 CU0481  MODELED GRAV-     979,329.2   (mgal)                       NAVD 88
 CU0481
 CU0481  VERT ORDER  -  FIRST     CLASS II
 CU0481
 CU0481.The horizontal coordinates were scaled from a topographic map and have
 CU0481.an estimated accuracy of +/- 6 seconds.
 CU0481
 CU0481.The orthometric height was determined by differential leveling
 CU0481.and adjusted by the National Geodetic Survey in June 1991..
 CU0481
 CU0481.The geoid height was determined by GEOID03.
 CU0481
 CU0481.The dynamic height is computed by dividing the NAVD 88
 CU0481.geopotential number by the normal gravity value computed on the
 CU0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0481.degrees latitude (g = 980.6199 gals.).
 CU0481
 CU0481.The modeled gravity was interpolated from observed gravity values.
 CU0481
 CU0481;                    North         East    Units  Estimated Accuracy
 CU0481;SPC TXNC     - 2,144,750.      358,750.      MT  (+/- 180 meters Scaled)
 CU0481
 CU0481                          SUPERSEDED SURVEY CONTROL
 CU0481
 CU0481  NGVD 29 (??/??/92)  737.962  (m)         2421.13   (f) ADJ UNCH    1 2
 CU0481
 CU0481.Superseded values are not recommended for survey control.
 CU0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0481.See file dsdata.txt to determine how the superseded data were derived.
 CU0481
 CU0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB055471(NAD 83)
 CU0481_MARKER: DB = BENCH MARK DISK
 CU0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0481_STAMPING: 2421.130 G 72 1931
 CU0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0481+STABILITY: SURFACE MOTION
 CU0481
 CU0481  HISTORY     - Date     Condition        Report By
 CU0481  HISTORY     - 1931     MONUMENTED       CGS
 CU0481  HISTORY     - 1941     GOOD             NGS
 CU0481  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0481
 CU0481                          STATION DESCRIPTION
 CU0481
 CU0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CU0481'1.7 MI N FROM FULLERVILLE.
 CU0481'1.7 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0481'FULLERVILLE, SCURRY COUNTY, AT MILEPOST 739, 75 FEET EAST OF THE
 CU0481'TRACK, AT THE EDGE OF THE RIGHT-OF-WAY, AND SET IN THE TOP OF A
 CU0481'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 CU0481
 CU0481                          STATION RECOVERY (1982)
 CU0481
 CU0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0481'THE MARK WAS FOUND DESTROYED BUT THE DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0378 ***********************************************************************
 BO0378  DESIGNATION -  G 724
 BO0378  PID         -  BO0378
 BO0378  STATE/COUNTY-  TX/TERRELL
 BO0378  USGS QUAD   -  HORSEHEAD CANYON (1967)
 BO0378
 BO0378                         *CURRENT SURVEY CONTROL
 BO0378  ___________________________________________________________________
 BO0378* NAD 83(1986)-  30 34 02.     (N)    101 54 34.     (W)     SCALED    
 BO0378* NAVD 88     -       798.687  (meters)    2620.36   (feet)  ADJUSTED  
 BO0378  ___________________________________________________________________
 BO0378  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BO0378  DYNAMIC HT  -         797.499 (meters)    2616.46  (feet)  COMP
 BO0378  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 BO0378
 BO0378  VERT ORDER  -  SECOND    CLASS 0
 BO0378
 BO0378.The horizontal coordinates were scaled from a topographic map and have
 BO0378.an estimated accuracy of +/- 6 seconds.
 BO0378
 BO0378.The orthometric height was determined by differential leveling
 BO0378.and adjusted by the National Geodetic Survey in June 1991..
 BO0378
 BO0378.The geoid height was determined by GEOID03.
 BO0378
 BO0378.The dynamic height is computed by dividing the NAVD 88
 BO0378.geopotential number by the normal gravity value computed on the
 BO0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0378.degrees latitude (g = 980.6199 gals.).
 BO0378
 BO0378.The modeled gravity was interpolated from observed gravity values.
 BO0378
 BO0378;                    North         East    Units  Estimated Accuracy
 BO0378;SPC TXSC     - 4,306,480.      320,890.      MT  (+/- 180 meters Scaled)
 BO0378
 BO0378                          SUPERSEDED SURVEY CONTROL
 BO0378
 BO0378  NGVD 29 (??/??/92)  798.449  (m)         2619.58   (f) ADJ UNCH    2 0
 BO0378
 BO0378.Superseded values are not recommended for survey control.
 BO0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0378.See file dsdata.txt to determine how the superseded data were derived.
 BO0378
 BO0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU209852(NAD 83)
 BO0378_MARKER: DB = BENCH MARK DISK
 BO0378_SETTING: 66 = SET IN ROCK OUTCROP
 BO0378_SP_SET: OUTCROP
 BO0378_STAMPING: G 724 1942
 BO0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0378+STABILITY: POSITION/ELEVATION WELL
 BO0378
 BO0378  HISTORY     - Date     Condition        Report By
 BO0378  HISTORY     - 1942     MONUMENTED       CGS
 BO0378  HISTORY     - 1958     GOOD             NGS
 BO0378
 BO0378                          STATION DESCRIPTION
 BO0378
 BO0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0378'13.0 MI S FROM SHEFFIELD.
 BO0378'ABOUT 13.0 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE AT
 BO0378'SHEFFIELD, IN THE TOP OF A FLAT ROCK OUTCROP WHICH IS FLUSH WITH THE
 BO0378'GROUND, 58 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1
 BO0378'MILE SOUTH OF THE CREST OF A HILL, 307 FEET SOUTH OF CONCRETE RIGHT OF
 BO0378'WAY MARKER NUMBER 683+41.2, AND SURROUNDED BY A CIRCLE OF LOOSE ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0328 ***********************************************************************
 BO0328  DESIGNATION -  G 725
 BO0328  PID         -  BO0328
 BO0328  STATE/COUNTY-  TX/TERRELL
 BO0328  USGS QUAD   -  GEDDIS CANYON WEST (1980)
 BO0328
 BO0328                         *CURRENT SURVEY CONTROL
 BO0328  ___________________________________________________________________
 BO0328* NAD 83(1986)-  30 19 01.     (N)    101 57 49.     (W)     SCALED    
 BO0328* NAVD 88     -       704.813  (meters)    2312.37   (feet)  ADJUSTED  
 BO0328  ___________________________________________________________________
 BO0328  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 BO0328  DYNAMIC HT  -         703.752 (meters)    2308.89  (feet)  COMP
 BO0328  MODELED GRAV-     979,114.6   (mgal)                       NAVD 88
 BO0328
 BO0328  VERT ORDER  -  SECOND    CLASS 0
 BO0328
 BO0328.The horizontal coordinates were scaled from a topographic map and have
 BO0328.an estimated accuracy of +/- 6 seconds.
 BO0328
 BO0328.The orthometric height was determined by differential leveling
 BO0328.and adjusted by the National Geodetic Survey in June 1991..
 BO0328
 BO0328.The geoid height was determined by GEOID03.
 BO0328
 BO0328.The dynamic height is computed by dividing the NAVD 88
 BO0328.geopotential number by the normal gravity value computed on the
 BO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0328.degrees latitude (g = 980.6199 gals.).
 BO0328
 BO0328.The modeled gravity was interpolated from observed gravity values.
 BO0328
 BO0328;                    North         East    Units  Estimated Accuracy
 BO0328;SPC TXSC     - 4,278,870.      314,990.      MT  (+/- 180 meters Scaled)
 BO0328
 BO0328                          SUPERSEDED SURVEY CONTROL
 BO0328
 BO0328  NGVD 29 (??/??/92)  704.588  (m)         2311.64   (f) ADJ UNCH    2 0
 BO0328
 BO0328.Superseded values are not recommended for survey control.
 BO0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0328.See file dsdata.txt to determine how the superseded data were derived.
 BO0328
 BO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU150576(NAD 83)
 BO0328_MARKER: DB = BENCH MARK DISK
 BO0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0328_STAMPING: G 725 1942
 BO0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0328+STABILITY: SURFACE MOTION
 BO0328
 BO0328  HISTORY     - Date     Condition        Report By
 BO0328  HISTORY     - 1942     MONUMENTED       CGS
 BO0328  HISTORY     - 1958     GOOD             NGS
 BO0328
 BO0328                          STATION DESCRIPTION
 BO0328
 BO0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0328'22.05 MI N FROM DRYDEN.
 BO0328'ABOUT 16.55 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BO0328'ORLEANS RAILROAD STATION AT DRYDEN TO A CONCRETE WATER CROSSING,
 BO0328'THENCE 0.3 MILE NORTHWEST ALONG A TRAIL ROAD, THENCE 5.2 MILES
 BO0328'NORTHEAST ALONG THE OLD HIGHWAY 39 FEET WEST OF THE CENTER LINE OF THE
 BO0328'OLD HIGHWAY, ABOUT 0.5 MILE NORTH OF A FENCE ACROSS THE OLD HIGHWAY,
 BO0328'ABOUT 0.1 MILE SOUTH OF A SHALLOW WASH, 1 FOOT SOUTH OF A WHITE WOODEN
 BO0328'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0081 ***********************************************************************
 BP0081  DESIGNATION -  G 726 RESET 1973
 BP0081  PID         -  BP0081
 BP0081  STATE/COUNTY-  TX/TERRELL
 BP0081  USGS QUAD   -  DRYDEN (1968)
 BP0081
 BP0081                         *CURRENT SURVEY CONTROL
 BP0081  ___________________________________________________________________
 BP0081* NAD 83(1986)-  30 02 42.     (N)    102 05 26.     (W)     SCALED    
 BP0081* NAVD 88     -       633.45   (meters)    2078.2    (feet)  RESET     
 BP0081  ___________________________________________________________________
 BP0081  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BP0081
 BP0081  VERT ORDER  -  THIRD
 BP0081
 BP0081.The horizontal coordinates were scaled from a topographic map and have
 BP0081.an estimated accuracy of +/- 6 seconds.
 BP0081
 BP0081.The orthometric height was computed from unverified reset data.
 BP0081
 BP0081.The geoid height was determined by GEOID03.
 BP0081
 BP0081;                    North         East    Units  Estimated Accuracy
 BP0081;SPC TXSC     - 4,249,060.      301,990.      MT  (+/- 180 meters Scaled)
 BP0081
 BP0081                          SUPERSEDED SURVEY CONTROL
 BP0081
 BP0081.No superseded survey control is available for this station.
 BP0081
 BP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP805273(NAD 83)
 BP0081_MARKER: DB = BENCH MARK DISK
 BP0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0081_SP_SET: ABUTMENT
 BP0081_STAMPING: G 726 RESET 1973
 BP0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0081
 BP0081  HISTORY     - Date     Condition        Report By
 BP0081  HISTORY     - 1973     MONUMENTED       LOCENG
 BP0081  HISTORY     - 1974     GOOD             LOCENG
 BP0081
 BP0081                          STATION DESCRIPTION
 BP0081
 BP0081'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 BP0081'1.35 MI E FROM DRYDEN.
 BP0081'ABOUT 1.35 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0081'DRYDEN STATION 7 POLES EAST OF MILEPOST 484, IN THE TOP OF THE SOUTH
 BP0081'END OF EAST CONCRETE ABUTMENT OF BRIDGE 483.74, 24 FEET SOUTH OF
 BP0081'CENTER LINE OF MAIN LINE AND ABOUT 1 FOOT BELOW THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0050 ***********************************************************************
 CD0050  DESIGNATION -  G 727
 CD0050  PID         -  CD0050
 CD0050  STATE/COUNTY-  TX/CULBERSON
 CD0050  USGS QUAD   -  DRY LAKE (1973)
 CD0050
 CD0050                         *CURRENT SURVEY CONTROL
 CD0050  ___________________________________________________________________
 CD0050* NAD 83(1986)-  31 32 13.     (N)    104 03 43.     (W)     SCALED    
 CD0050* NAVD 88     -      1008.855  (meters)    3309.89   (feet)  ADJUSTED  
 CD0050  ___________________________________________________________________
 CD0050  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CD0050  DYNAMIC HT  -        1007.336 (meters)    3304.90  (feet)  COMP
 CD0050  MODELED GRAV-     979,101.0   (mgal)                       NAVD 88
 CD0050
 CD0050  VERT ORDER  -  SECOND    CLASS 0
 CD0050
 CD0050.The horizontal coordinates were scaled from a topographic map and have
 CD0050.an estimated accuracy of +/- 6 seconds.
 CD0050
 CD0050.The orthometric height was determined by differential leveling
 CD0050.and adjusted by the National Geodetic Survey in June 1991..
 CD0050
 CD0050.The geoid height was determined by GEOID03.
 CD0050
 CD0050.The dynamic height is computed by dividing the NAVD 88
 CD0050.geopotential number by the normal gravity value computed on the
 CD0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0050.degrees latitude (g = 980.6199 gals.).
 CD0050
 CD0050.The modeled gravity was interpolated from observed gravity values.
 CD0050
 CD0050;                    North         East    Units  Estimated Accuracy
 CD0050;SPC TX C     - 3,213,270.      346,010.      MT  (+/- 180 meters Scaled)
 CD0050
 CD0050                          SUPERSEDED SURVEY CONTROL
 CD0050
 CD0050  NGVD 29 (??/??/92) 1008.427  (m)         3308.48   (f) ADJ UNCH    2 0
 CD0050
 CD0050.Superseded values are not recommended for survey control.
 CD0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0050.See file dsdata.txt to determine how the superseded data were derived.
 CD0050
 CD0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ890894(NAD 83)
 CD0050_MARKER: DB = BENCH MARK DISK
 CD0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0050_STAMPING: G 727 1942
 CD0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0050+STABILITY: SURFACE MOTION
 CD0050
 CD0050  HISTORY     - Date     Condition        Report By
 CD0050  HISTORY     - 1942     MONUMENTED       CGS
 CD0050  HISTORY     - 1958     GOOD             NGS
 CD0050
 CD0050                          STATION DESCRIPTION
 CD0050
 CD0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0050'24.15 MI NW FROM TOYAH.
 CD0050'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0050'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 15.2 MILES
 CD0050'NORTHWEST ALONG A GRADED DIRT ROAD.  32 FEET NORTH OF THE CENTER LINE
 CD0050'OF THE ROAD, ABOUT 0.4 MILE WEST OF THE CULBERSON-REEVES COUNTY LINE,
 CD0050'ABOUT 200 FEET EAST OF THE CREST OF A SMALL GRADE, 1 1/2 FEET WEST OF
 CD0050'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 CD0050'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0074 ***********************************************************************
 CD0074  DESIGNATION -  G 728
 CD0074  PID         -  CD0074
 CD0074  STATE/COUNTY-  TX/CULBERSON
 CD0074  USGS QUAD   -  K C RANCH (1973)
 CD0074
 CD0074                         *CURRENT SURVEY CONTROL
 CD0074  ___________________________________________________________________
 CD0074* NAD 83(1986)-  31 30 15.     (N)    104 24 15.     (W)     SCALED    
 CD0074* NAVD 88     -      1208.113  (meters)    3963.62   (feet)  ADJUSTED  
 CD0074  ___________________________________________________________________
 CD0074  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CD0074  DYNAMIC HT  -        1206.257 (meters)    3957.53  (feet)  COMP
 CD0074  MODELED GRAV-     979,061.9   (mgal)                       NAVD 88
 CD0074
 CD0074  VERT ORDER  -  SECOND    CLASS 0
 CD0074
 CD0074.The horizontal coordinates were scaled from a topographic map and have
 CD0074.an estimated accuracy of +/- 6 seconds.
 CD0074
 CD0074.The orthometric height was determined by differential leveling
 CD0074.and adjusted by the National Geodetic Survey in June 1991..
 CD0074
 CD0074.The geoid height was determined by GEOID03.
 CD0074
 CD0074.The dynamic height is computed by dividing the NAVD 88
 CD0074.geopotential number by the normal gravity value computed on the
 CD0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0074.degrees latitude (g = 980.6199 gals.).
 CD0074
 CD0074.The modeled gravity was interpolated from observed gravity values.
 CD0074
 CD0074;                    North         East    Units  Estimated Accuracy
 CD0074;SPC TX C     - 3,210,770.      313,400.      MT  (+/- 180 meters Scaled)
 CD0074
 CD0074                          SUPERSEDED SURVEY CONTROL
 CD0074
 CD0074  NGVD 29 (??/??/92) 1207.619  (m)         3962.00   (f) ADJ UNCH    2 0
 CD0074
 CD0074.Superseded values are not recommended for survey control.
 CD0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0074.See file dsdata.txt to determine how the superseded data were derived.
 CD0074
 CD0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ565856(NAD 83)
 CD0074_MARKER: DB = BENCH MARK DISK
 CD0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0074_STAMPING: G 728 1942
 CD0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0074+STABILITY: SURFACE MOTION
 CD0074
 CD0074  HISTORY     - Date     Condition        Report By
 CD0074  HISTORY     - 1942     MONUMENTED       CGS
 CD0074  HISTORY     - 1958     GOOD             NGS
 CD0074
 CD0074                          STATION DESCRIPTION
 CD0074
 CD0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0074'48.35 MI NW FROM TOYAH.
 CD0074'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0074'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 39.4 MILES
 CD0074'NORTHWEST ALONG A GRADED ROAD.  34 FEET NORTHWEST OF THE CENTER LINE
 CD0074'OF THE ROAD, ABOUT MIDWAY BETWEEN TWO HILLS, 1 1/2 FEET SOUTHWEST OF A
 CD0074'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 CD0074'AND IN A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0056 ***********************************************************************
 BQ0056  DESIGNATION -  G 729
 BQ0056  PID         -  BQ0056
 BQ0056  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0056  USGS QUAD   -  BORACHO PEAK (1978)
 BQ0056
 BQ0056                         *CURRENT SURVEY CONTROL
 BQ0056  ___________________________________________________________________
 BQ0056* NAD 83(1986)-  30 54 54.     (N)    104 25 30.     (W)     SCALED    
 BQ0056* NAVD 88     -      1331.027  (meters)    4366.88   (feet)  ADJUSTED  
 BQ0056  ___________________________________________________________________
 BQ0056  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BQ0056  DYNAMIC HT  -        1328.911 (meters)    4359.94  (feet)  COMP
 BQ0056  MODELED GRAV-     979,005.0   (mgal)                       NAVD 88
 BQ0056
 BQ0056  VERT ORDER  -  SECOND    CLASS 0
 BQ0056
 BQ0056.The horizontal coordinates were scaled from a topographic map and have
 BQ0056.an estimated accuracy of +/- 6 seconds.
 BQ0056
 BQ0056.The orthometric height was determined by differential leveling
 BQ0056.and adjusted by the National Geodetic Survey in June 1991..
 BQ0056
 BQ0056.The geoid height was determined by GEOID03.
 BQ0056
 BQ0056.The dynamic height is computed by dividing the NAVD 88
 BQ0056.geopotential number by the normal gravity value computed on the
 BQ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0056.degrees latitude (g = 980.6199 gals.).
 BQ0056
 BQ0056.The modeled gravity was interpolated from observed gravity values.
 BQ0056
 BQ0056;                    North         East    Units  Estimated Accuracy
 BQ0056;SPC TX C     - 3,145,580.      309,020.      MT  (+/- 180 meters Scaled)
 BQ0056
 BQ0056                          SUPERSEDED SURVEY CONTROL
 BQ0056
 BQ0056  NGVD 29 (??/??/92) 1330.485  (m)         4365.10   (f) ADJ UNCH    2 0
 BQ0056
 BQ0056.Superseded values are not recommended for survey control.
 BQ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0056.See file dsdata.txt to determine how the superseded data were derived.
 BQ0056
 BQ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ549203(NAD 83)
 BQ0056_MARKER: DB = BENCH MARK DISK
 BQ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0056_STAMPING: G 729 1942
 BQ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0056+STABILITY: SURFACE MOTION
 BQ0056
 BQ0056  HISTORY     - Date     Condition        Report By
 BQ0056  HISTORY     - 1942     MONUMENTED       CGS
 BQ0056  HISTORY     - 1966     GOOD             NGS
 BQ0056
 BQ0056                          STATION DESCRIPTION
 BQ0056
 BQ0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BQ0056'11.8 MI S FROM BORACHO.
 BQ0056'ABOUT 0.35 MILES SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0056'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 11.45 MILES
 BQ0056'SOUTH ALONG  A VERY POOR DIRT ROAD.  26 FEET EAST OF THE CENTERLINE OF
 BQ0056'THE ROAD, 0.3 MILES NORTH OF A SMALL RANCH HOUSE, 1 1/2 FEET SOUTH OF
 BQ0056'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 BQ0056'OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THIS MARK IS IN JEFF
 BQ0056'DAVIS COUNTY, NOT IN CULBERSON COUNTY AS WAS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0468 ***********************************************************************
 CT0468  DESIGNATION -  G 73
 CT0468  PID         -  CT0468
 CT0468  STATE/COUNTY-  TX/TAYLOR
 CT0468  USGS QUAD   -  ABILENE EAST (1987)
 CT0468
 CT0468                         *CURRENT SURVEY CONTROL
 CT0468  ___________________________________________________________________
 CT0468* NAD 83(1986)-  32 27 01.     (N)    099 44 07.     (W)     SCALED    
 CT0468* NAVD 88     -       523.709  (meters)    1718.20   (feet)  ADJUSTED  
 CT0468  ___________________________________________________________________
 CT0468  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CT0468  DYNAMIC HT  -         523.031 (meters)    1715.98  (feet)  COMP
 CT0468  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 CT0468
 CT0468  VERT ORDER  -  FIRST     CLASS II
 CT0468
 CT0468.The horizontal coordinates were scaled from a topographic map and have
 CT0468.an estimated accuracy of +/- 6 seconds.
 CT0468
 CT0468.The orthometric height was determined by differential leveling
 CT0468.and adjusted by the National Geodetic Survey in June 1991..
 CT0468.WARNING-Repeat measurements at this control monument indicate possible
 CT0468.vertical movement.
 CT0468
 CT0468.The geoid height was determined by GEOID03.
 CT0468
 CT0468.The dynamic height is computed by dividing the NAVD 88
 CT0468.geopotential number by the normal gravity value computed on the
 CT0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0468.degrees latitude (g = 980.6199 gals.).
 CT0468
 CT0468.The modeled gravity was interpolated from observed gravity values.
 CT0468
 CT0468;                    North         East    Units  Estimated Accuracy
 CT0468;SPC TXNC     - 2,087,580.      483,860.      MT  (+/- 180 meters Scaled)
 CT0468
 CT0468                          SUPERSEDED SURVEY CONTROL
 CT0468
 CT0468  NGVD 29 (??/??/92)  523.545  (m)         1717.66   (f) ADJ UNCH    1 2
 CT0468
 CT0468.Superseded values are not recommended for survey control.
 CT0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0468.See file dsdata.txt to determine how the superseded data were derived.
 CT0468
 CT0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA308905(NAD 83)
 CT0468_MARKER: DB = BENCH MARK DISK
 CT0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0468_STAMPING: 1717.664 G 73 1931
 CT0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0468+STABILITY: SURFACE MOTION
 CT0468
 CT0468  HISTORY     - Date     Condition        Report By
 CT0468  HISTORY     - 1931     MONUMENTED       CGS
 CT0468  HISTORY     - 1958     GOOD             NGS
 CT0468  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT0468  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 CT0468  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0468
 CT0468                          STATION DESCRIPTION
 CT0468
 CT0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0468'IN ABILENE.
 CT0468'AT ABILENE, TAYLOR COUNTY, AT THE INTERSECTION OF NORTH SECOND AND
 CT0468'CEDAR STREETS, AT THE CITY HALL, AT THE NORTHEAST CORNER OF THE YARD,
 CT0468'AND JUST INSIDE THE SIDEWALK.  A STANDARD DISK, STAMPED 1717.664 G 73
 CT0468'1931 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE AREA AROUND
 CT0468'THE MARK HAS BEEN PAVED AND THE DISK IS FLUSH WITH THE SIDEWALK.
 CT0468
 CT0468                          STATION RECOVERY (1982)
 CT0468
 CT0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0468'THE OLD CITY HALL HAS BEEN TORN DOWN AND THE MARK SHOULD BE CONSIDERED
 CT0468'DESTROYED.
 CT0468
 CT0468                          STATION RECOVERY (1994)
 CT0468
 CT0468'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0468'MARK NOT FOUND.
 CT0468
 CT0468                          STATION RECOVERY (2001)
 CT0468
 CT0468'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0032 ***********************************************************************
 BQ0032  DESIGNATION -  G 730
 BQ0032  PID         -  BQ0032
 BQ0032  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0032  USGS QUAD   -  HORSESHOE BUTTE (1978)
 BQ0032
 BQ0032                         *CURRENT SURVEY CONTROL
 BQ0032  ___________________________________________________________________
 BQ0032* NAD 83(1986)-  30 38 50.     (N)    104 27 51.     (W)     SCALED    
 BQ0032* NAVD 88     -      1385.703  (meters)    4546.26   (feet)  ADJUSTED  
 BQ0032  ___________________________________________________________________
 BQ0032  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 BQ0032  DYNAMIC HT  -        1383.426 (meters)    4538.79  (feet)  COMP
 BQ0032  MODELED GRAV-     978,949.5   (mgal)                       NAVD 88
 BQ0032
 BQ0032  VERT ORDER  -  SECOND    CLASS 0
 BQ0032
 BQ0032.The horizontal coordinates were scaled from a topographic map and have
 BQ0032.an estimated accuracy of +/- 6 seconds.
 BQ0032
 BQ0032.The orthometric height was determined by differential leveling
 BQ0032.and adjusted by the National Geodetic Survey in June 1991..
 BQ0032
 BQ0032.The geoid height was determined by GEOID03.
 BQ0032
 BQ0032.The dynamic height is computed by dividing the NAVD 88
 BQ0032.geopotential number by the normal gravity value computed on the
 BQ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0032.degrees latitude (g = 980.6199 gals.).
 BQ0032
 BQ0032.The modeled gravity was interpolated from observed gravity values.
 BQ0032
 BQ0032;                    North         East    Units  Estimated Accuracy
 BQ0032;SPC TX C     - 3,116,050.      304,170.      MT  (+/- 180 meters Scaled)
 BQ0032
 BQ0032                          SUPERSEDED SURVEY CONTROL
 BQ0032
 BQ0032  NGVD 29 (??/??/92) 1385.114  (m)         4544.33   (f) ADJ UNCH    2 0
 BQ0032
 BQ0032.Superseded values are not recommended for survey control.
 BQ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0032.See file dsdata.txt to determine how the superseded data were derived.
 BQ0032
 BQ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP513906(NAD 83)
 BQ0032_MARKER: DB = BENCH MARK DISK
 BQ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0032_STAMPING: G 730 1942
 BQ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0032+STABILITY: SURFACE MOTION
 BQ0032
 BQ0032  HISTORY     - Date     Condition        Report By
 BQ0032  HISTORY     - 1942     MONUMENTED       CGS
 BQ0032  HISTORY     - 1958     GOOD             NGS
 BQ0032
 BQ0032                          STATION DESCRIPTION
 BQ0032
 BQ0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0032'4.85 MI N FROM VALENTINE.
 BQ0032'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0032'THE STATION AT VALENTINE, THENCE 4.65 MILES NORTH ALONG A DIRT ROAD.
 BQ0032'20 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE
 BQ0032'NORTH-NORTHEAST OF THE Y 6 RANCH HOUSE, ABOUT 0.2 MILE NORTH-NORTHWEST
 BQ0032'OF 3 WINDMILLS AND STOCK PENS, 75 FEET EAST-SOUTHEAST OF THE CENTER
 BQ0032'LINE OF A ROAD, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 BQ0032'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 BQ0032'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0179 ***********************************************************************
 BQ0179  DESIGNATION -  G 731
 BQ0179  PID         -  BQ0179
 BQ0179  STATE/COUNTY-  TX/PRESIDIO
 BQ0179  USGS QUAD   -  CAPOTE PEAK (1978)
 BQ0179
 BQ0179                         *CURRENT SURVEY CONTROL
 BQ0179  ___________________________________________________________________
 BQ0179* NAD 83(1986)-  30 19 02.     (N)    104 32 45.     (W)     SCALED    
 BQ0179* NAVD 88     -      1444.263  (meters)    4738.39   (feet)  POSTED    
 BQ0179  ___________________________________________________________________
 BQ0179  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 BQ0179  DYNAMIC HT  -        1441.850 (meters)    4730.47  (feet)  COMP
 BQ0179  MODELED GRAV-     978,920.0   (mgal)                       NAVD 88
 BQ0179
 BQ0179  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0179
 BQ0179.The horizontal coordinates were scaled from a topographic map and have
 BQ0179.an estimated accuracy of +/- 6 seconds.
 BQ0179
 BQ0179.The orthometric height was determined by differential leveling
 BQ0179.and adjusted by the National Geodetic Survey in 1992..
 BQ0179.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0179.rate of 1.1 thru 2.0 mm/km.
 BQ0179
 BQ0179.The geoid height was determined by GEOID03.
 BQ0179
 BQ0179.The dynamic height is computed by dividing the NAVD 88
 BQ0179.geopotential number by the normal gravity value computed on the
 BQ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0179.degrees latitude (g = 980.6199 gals.).
 BQ0179
 BQ0179.The modeled gravity was interpolated from observed gravity values.
 BQ0179
 BQ0179;                    North         East    Units  Estimated Accuracy
 BQ0179;SPC TXSC     - 4,287,940.       66,810.      MT  (+/- 180 meters Scaled)
 BQ0179
 BQ0179                          SUPERSEDED SURVEY CONTROL
 BQ0179
 BQ0179  NGVD 29 (??/??/92) 1443.685  (m)         4736.49   (f) ADJ UNCH    2 0
 BQ0179
 BQ0179.Superseded values are not recommended for survey control.
 BQ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0179.See file dsdata.txt to determine how the superseded data were derived.
 BQ0179
 BQ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP436540(NAD 83)
 BQ0179_MARKER: DB = BENCH MARK DISK
 BQ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0179_STAMPING: G 731 1943
 BQ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0179+STABILITY: SURFACE MOTION
 BQ0179
 BQ0179  HISTORY     - Date     Condition        Report By
 BQ0179  HISTORY     - 1943     MONUMENTED       CGS
 BQ0179  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0179
 BQ0179                          STATION DESCRIPTION
 BQ0179
 BQ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0179'20.5 MI S FROM VALENTINE.
 BQ0179'THIS MARK IS 20.5 MILES SOUTH ALONG A DIRT ROAD TO CANDELARIA FROM THE
 BQ0179'POST OFFICE AT VALENTINE, 1.2 MILE SOUTH OF THE BRITE RANCH 0.1 MILE
 BQ0179'NORTH OF A GULCH CROSSING THE ROAD, SET ON THE WEST SLOPE OF A HILL,
 BQ0179'31.0 FEET EAST OF THE CENTERLINE OF THE ROAD, PROJECTING 6-INCHES
 BQ0179'ABOVE THE GROUND.
 BQ0179
 BQ0179                          STATION RECOVERY (1966)
 BQ0179
 BQ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0015 ***********************************************************************
 CD0015  DESIGNATION -  G 733
 CD0015  PID         -  CD0015
 CD0015  STATE/COUNTY-  TX/REEVES
 CD0015  USGS QUAD   -  SCREW BEAN DRAW EAST (1973)
 CD0015
 CD0015                         *CURRENT SURVEY CONTROL
 CD0015  ___________________________________________________________________
 CD0015* NAD 83(1986)-  31 48 44.     (N)    104 00 28.     (W)     SCALED    
 CD0015* NAVD 88     -       894.283  (meters)    2933.99   (feet)  ADJUSTED  
 CD0015  ___________________________________________________________________
 CD0015  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CD0015  DYNAMIC HT  -         892.955 (meters)    2929.64  (feet)  COMP
 CD0015  MODELED GRAV-     979,125.5   (mgal)                       NAVD 88
 CD0015
 CD0015  VERT ORDER  -  SECOND    CLASS 0
 CD0015
 CD0015.The horizontal coordinates were scaled from a topographic map and have
 CD0015.an estimated accuracy of +/- 6 seconds.
 CD0015
 CD0015.The orthometric height was determined by differential leveling
 CD0015.and adjusted by the National Geodetic Survey in June 1991..
 CD0015
 CD0015.The geoid height was determined by GEOID03.
 CD0015
 CD0015.The dynamic height is computed by dividing the NAVD 88
 CD0015.geopotential number by the normal gravity value computed on the
 CD0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0015.degrees latitude (g = 980.6199 gals.).
 CD0015
 CD0015.The modeled gravity was interpolated from observed gravity values.
 CD0015
 CD0015;                    North         East    Units  Estimated Accuracy
 CD0015;SPC TX C     - 3,243,600.      352,150.      MT  (+/- 180 meters Scaled)
 CD0015
 CD0015                          SUPERSEDED SURVEY CONTROL
 CD0015
 CD0015  NGVD 29 (??/??/92)  893.807  (m)         2932.43   (f) ADJ UNCH    2 0
 CD0015
 CD0015.Superseded values are not recommended for survey control.
 CD0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0015.See file dsdata.txt to determine how the superseded data were derived.
 CD0015
 CD0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER939200(NAD 83)
 CD0015_MARKER: DB = BENCH MARK DISK
 CD0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0015_STAMPING: G 733 1943
 CD0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0015+STABILITY: SURFACE MOTION
 CD0015
 CD0015  HISTORY     - Date     Condition        Report By
 CD0015  HISTORY     - 1943     MONUMENTED       CGS
 CD0015  HISTORY     - 1972     GOOD             USGS
 CD0015
 CD0015                          STATION DESCRIPTION
 CD0015
 CD0015'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CD0015'13.9 MI W FROM ORLA.
 CD0015'TO REACH FROM ORLA, TEXAS GO WEST ON TEXAS FARM-MARKET ROAD NO. 652
 CD0015'FOR 9.3 MI. THENCE SOUTH ALONG DUVAL CORPORATIONS PRIVATE BLACK TOP
 CD0015'ROAD OF 0.8 MI. TO AN E-W PIPELINE AND ROAD, THENCE EAST FOR 3.8 MI
 CD0015'ALONG PIPELINE ROAD.  ON WEST SIDE OF SALT CREEK 32 FT. SE OF
 CD0015'CENTERLINE OF ROAD, IN A CONCRETE POST, A STANDARD TABLET STAMPED G
 CD0015'733 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0039 ***********************************************************************
 CD0039  DESIGNATION -  G 734
 CD0039  PID         -  CD0039
 CD0039  STATE/COUNTY-  TX/CULBERSON
 CD0039  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0039
 CD0039                         *CURRENT SURVEY CONTROL
 CD0039  ___________________________________________________________________
 CD0039* NAD 83(1986)-  31 50 24.     (N)    104 23 05.     (W)     SCALED    
 CD0039* NAVD 88     -      1156.667  (meters)    3794.83   (feet)  ADJUSTED  
 CD0039  ___________________________________________________________________
 CD0039  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CD0039  DYNAMIC HT  -        1154.906 (meters)    3789.05  (feet)  COMP
 CD0039  MODELED GRAV-     979,077.4   (mgal)                       NAVD 88
 CD0039
 CD0039  VERT ORDER  -  SECOND    CLASS 0
 CD0039
 CD0039.The horizontal coordinates were scaled from a topographic map and have
 CD0039.an estimated accuracy of +/- 6 seconds.
 CD0039
 CD0039.The orthometric height was determined by differential leveling
 CD0039.and adjusted by the National Geodetic Survey in June 1991..
 CD0039
 CD0039.The geoid height was determined by GEOID03.
 CD0039
 CD0039.The dynamic height is computed by dividing the NAVD 88
 CD0039.geopotential number by the normal gravity value computed on the
 CD0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0039.degrees latitude (g = 980.6199 gals.).
 CD0039
 CD0039.The modeled gravity was interpolated from observed gravity values.
 CD0039
 CD0039;                    North         East    Units  Estimated Accuracy
 CD0039;SPC TX C     - 3,247,920.      316,600.      MT  (+/- 180 meters Scaled)
 CD0039
 CD0039                          SUPERSEDED SURVEY CONTROL
 CD0039
 CD0039  NGVD 29 (??/??/92) 1156.134  (m)         3793.08   (f) ADJ UNCH    2 0
 CD0039
 CD0039.Superseded values are not recommended for survey control.
 CD0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0039.See file dsdata.txt to determine how the superseded data were derived.
 CD0039
 CD0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER582228(NAD 83)
 CD0039_MARKER: DB = BENCH MARK DISK
 CD0039_SETTING: 0 = UNSPECIFIED SETTING
 CD0039_STAMPING: G 734 1943
 CD0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0039
 CD0039  HISTORY     - Date     Condition        Report By
 CD0039  HISTORY     - 1943     MONUMENTED       CGS
 CD0039
 CD0039                          STATION DESCRIPTION
 CD0039
 CD0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0039'30.7 MI W FROM ORLA.
 CD0039'THIS MARK IS 30.7 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0039'ORLA, 0.8 MILE WEST OF A ROAD RUNNING SOUTH, SET AT THE EAST END OF A
 CD0039'CURVE, AND AT A POINT WHERE THE ROAD FORMS A Y JUNCTION WITH THE MAIN
 CD0039'ROAD, 13.5 FEET EAST OF POWER POLE NUMBER 124-4, 26.5 FEET NORTH OF
 CD0039'THE CENTERLINE OF THE ROAD, PROJECTING 7-INCHES ABOVE THE GROUND, 2.0
 CD0039'FEET WEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0094 ***********************************************************************
 BB0094  DESIGNATION -  G 735
 BB0094  PID         -  BB0094
 BB0094  STATE/COUNTY-  TX/PRESIDIO
 BB0094  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0094
 BB0094                         *CURRENT SURVEY CONTROL
 BB0094  ___________________________________________________________________
 BB0094* NAD 83(1986)-  29 48 48.     (N)    104 12 09.     (W)     SCALED    
 BB0094* NAVD 88     -      1245.669  (meters)    4086.83   (feet)  ADJUSTED  
 BB0094  ___________________________________________________________________
 BB0094  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BB0094  DYNAMIC HT  -        1243.602 (meters)    4080.05  (feet)  COMP
 BB0094  MODELED GRAV-     978,939.8   (mgal)                       NAVD 88
 BB0094
 BB0094  VERT ORDER  -  SECOND    CLASS 0
 BB0094
 BB0094.The horizontal coordinates were scaled from a topographic map and have
 BB0094.an estimated accuracy of +/- 6 seconds.
 BB0094
 BB0094.The orthometric height was determined by differential leveling
 BB0094.and adjusted by the National Geodetic Survey in June 1991..
 BB0094
 BB0094.The geoid height was determined by GEOID03.
 BB0094
 BB0094.The dynamic height is computed by dividing the NAVD 88
 BB0094.geopotential number by the normal gravity value computed on the
 BB0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0094.degrees latitude (g = 980.6199 gals.).
 BB0094
 BB0094.The modeled gravity was interpolated from observed gravity values.
 BB0094
 BB0094;                    North         East    Units  Estimated Accuracy
 BB0094;SPC TXSC     - 4,230,620.       97,310.      MT  (+/- 180 meters Scaled)
 BB0094
 BB0094                          SUPERSEDED SURVEY CONTROL
 BB0094
 BB0094  NGVD 29 (??/??/92) 1245.245  (m)         4085.44   (f) ADJ UNCH    2 0
 BB0094
 BB0094.Superseded values are not recommended for survey control.
 BB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0094.See file dsdata.txt to determine how the superseded data were derived.
 BB0094
 BB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN770983(NAD 83)
 BB0094_MARKER: DB = BENCH MARK DISK
 BB0094_SETTING: 80 = SET IN A BOULDER
 BB0094_SP_SET: BOULDER
 BB0094_STAMPING: G 735 1943
 BB0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0094+STABILITY: SURFACE MOTION
 BB0094
 BB0094  HISTORY     - Date     Condition        Report By
 BB0094  HISTORY     - 1943     MONUMENTED       CGS
 BB0094  HISTORY     - 1967     POOR             NGS
 BB0094
 BB0094                          STATION DESCRIPTION
 BB0094
 BB0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BB0094'12.8 MI E FROM SHAFTER.
 BB0094'5.5 MILES NORTH-NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE SCHOOL HOUSE
 BB0094'AT SHAFTER, THENCE 7.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.  IN
 BB0094'THE TOP OF A BOULDER PROJECTING 1.5 FEET, 18.5 FEET NORTHEAST OF THE
 BB0094'CENTER LINE OF THE ROAD, ABOUT 216 FEET NORTHWEST OF THE CENTER LINE
 BB0094'OF A WYE JUNCTION, ABOUT 0.2 MILE NORTHWEST OF A JUNCTION WITH A
 BB0094'PRIVATE TRACK ROAD LEADING SOUTH TO THE H.M. GREENWOOD RANCH AND ABOUT
 BB0094'3 FEET ABOVE THE ROAD.  NOTE-- THIS BOULDER IS CRACKED AND APPEARS TO
 BB0094'HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0365 ***********************************************************************
 BA0365  DESIGNATION -  G 736
 BA0365  PID         -  BA0365
 BA0365  STATE/COUNTY-  TX/PRESIDIO
 BA0365  USGS QUAD   -  BANDERA MESA NORTH (1983)
 BA0365
 BA0365                         *CURRENT SURVEY CONTROL
 BA0365  ___________________________________________________________________
 BA0365* NAD 83(1986)-  29 38 23.     (N)    103 52 21.     (W)     SCALED    
 BA0365* NAVD 88     -      1245.109  (meters)    4085.00   (feet)  ADJUSTED  
 BA0365  ___________________________________________________________________
 BA0365  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BA0365  DYNAMIC HT  -        1243.026 (meters)    4078.16  (feet)  COMP
 BA0365  MODELED GRAV-     978,926.3   (mgal)                       NAVD 88
 BA0365
 BA0365  VERT ORDER  -  SECOND    CLASS 0
 BA0365
 BA0365.The horizontal coordinates were scaled from a topographic map and have
 BA0365.an estimated accuracy of +/- 6 seconds.
 BA0365
 BA0365.The orthometric height was determined by differential leveling
 BA0365.and adjusted by the National Geodetic Survey in June 1991..
 BA0365
 BA0365.The geoid height was determined by GEOID03.
 BA0365
 BA0365.The dynamic height is computed by dividing the NAVD 88
 BA0365.geopotential number by the normal gravity value computed on the
 BA0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0365.degrees latitude (g = 980.6199 gals.).
 BA0365
 BA0365.The modeled gravity was interpolated from observed gravity values.
 BA0365
 BA0365;                    North         East    Units  Estimated Accuracy
 BA0365;SPC TXSC     - 4,210,020.      128,380.      MT  (+/- 180 meters Scaled)
 BA0365
 BA0365                          SUPERSEDED SURVEY CONTROL
 BA0365
 BA0365  NGVD 29 (??/??/92) 1244.739  (m)         4083.78   (f) ADJ UNCH    2 0
 BA0365
 BA0365.Superseded values are not recommended for survey control.
 BA0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0365.See file dsdata.txt to determine how the superseded data were derived.
 BA0365
 BA0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN091793(NAD 83)
 BA0365_MARKER: DB = BENCH MARK DISK
 BA0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0365_STAMPING: G 736 1943
 BA0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0365+STABILITY: SURFACE MOTION
 BA0365
 BA0365  HISTORY     - Date     Condition        Report By
 BA0365  HISTORY     - 1943     MONUMENTED       CGS
 BA0365  HISTORY     - 1958     GOOD             NGS
 BA0365
 BA0365                          STATION DESCRIPTION
 BA0365
 BA0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0365'16.75 MI SE FROM CASA PIEDRA.
 BA0365'ABOUT 2.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE
 BA0365'BUILDING AT CASA PIEDRA, THENCE ABOUT 0.95 MILE EAST ALONG A GRADED
 BA0365'DIRT ROAD, THENCE ABOUT 13.65 MILES SOUTH ALONG A GRADED DIRT ROAD, OR
 BA0365'ABOUT 17.6 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE FOWLKES
 BA0365'BROTHERS RANCH, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 BA0365'ABOUT 1.05 MILES SOUTHEAST OF A WINDMILL, ABOUT 0.6 MILE NORTHWEST OF
 BA0365'TWO STEEL WINDMILLS, ABOUT 0.1 MILE SOUTHEAST OF A SMALL HILL ON THE
 BA0365'SOUTHWEST SIDE OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0365'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0321 ***********************************************************************
 BA0321  DESIGNATION -  G 738
 BA0321  PID         -  BA0321
 BA0321  STATE/COUNTY-  TX/PRESIDIO
 BA0321  USGS QUAD   -  PUERTO POTRILLO (1983)
 BA0321
 BA0321                         *CURRENT SURVEY CONTROL
 BA0321  ___________________________________________________________________
 BA0321* NAD 83(1986)-  29 49 40.     (N)    103 56 09.     (W)     SCALED    
 BA0321* NAVD 88     -      1205.911  (meters)    3956.39   (feet)  POSTED    
 BA0321  ___________________________________________________________________
 BA0321  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BA0321  DYNAMIC HT  -        1203.920 (meters)    3949.86  (feet)  COMP
 BA0321  MODELED GRAV-     978,945.9   (mgal)                       NAVD 88
 BA0321
 BA0321  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0321
 BA0321.The horizontal coordinates were scaled from a topographic map and have
 BA0321.an estimated accuracy of +/- 6 seconds.
 BA0321
 BA0321.The orthometric height was determined by differential leveling
 BA0321.and adjusted by the National Geodetic Survey in 1992..
 BA0321.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0321.rate of 2.1 thru 3.0 mm/km.
 BA0321
 BA0321.The geoid height was determined by GEOID03.
 BA0321
 BA0321.The dynamic height is computed by dividing the NAVD 88
 BA0321.geopotential number by the normal gravity value computed on the
 BA0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0321.degrees latitude (g = 980.6199 gals.).
 BA0321
 BA0321.The modeled gravity was interpolated from observed gravity values.
 BA0321
 BA0321;                    North         East    Units  Estimated Accuracy
 BA0321;SPC TXSC     - 4,231,100.      123,130.      MT  (+/- 180 meters Scaled)
 BA0321
 BA0321                          SUPERSEDED SURVEY CONTROL
 BA0321
 BA0321  NGVD 29 (??/??/92) 1205.506  (m)         3955.06   (f) ADJ UNCH    2 0
 BA0321
 BA0321.Superseded values are not recommended for survey control.
 BA0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0321.See file dsdata.txt to determine how the superseded data were derived.
 BA0321
 BA0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP028001(NAD 83)
 BA0321_MARKER: DB = BENCH MARK DISK
 BA0321_SETTING: 66 = SET IN ROCK OUTCROP
 BA0321_SP_SET: ROCK OUTCROP
 BA0321_STAMPING: G 738 1943
 BA0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0321+STABILITY: POSITION/ELEVATION WELL
 BA0321
 BA0321  HISTORY     - Date     Condition        Report By
 BA0321  HISTORY     - 1943     MONUMENTED       CGS
 BA0321  HISTORY     - 1958     GOOD             NGS
 BA0321
 BA0321                          STATION DESCRIPTION
 BA0321
 BA0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0321'7.8 MI SE FROM PLATA.
 BA0321'ABOUT 3.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD
 BA0321'SECTION FOREMANS HOUSE AT PLATA, THENCE ABOUT 4.55 MILES EAST ALONG A
 BA0321'PRIVATE TRACK ROAD LEADING TO THE C. L. HANCOCK RANCH.  IN THE TOP OF
 BA0321'A ROCK OUTCROP PROJECTING ABOUT 6 FEET AT THE HIGHEST POINT, AT THE
 BA0321'FOOT OF A ROCKY BLUFF, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BA0321'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0211 ***********************************************************************
 BB0211  DESIGNATION -  G 739
 BB0211  PID         -  BB0211
 BB0211  STATE/COUNTY-  TX/PRESIDIO
 BB0211  USGS QUAD   -  INDIO (1979)
 BB0211
 BB0211                         *CURRENT SURVEY CONTROL
 BB0211  ___________________________________________________________________
 BB0211* NAD 83(1986)-  29 43 58.     (N)    104 32 08.     (W)     SCALED    
 BB0211* NAVD 88     -       818.895  (meters)    2686.66   (feet)  POSTED    
 BB0211  ___________________________________________________________________
 BB0211  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 BB0211  DYNAMIC HT  -         817.560 (meters)    2682.28  (feet)  COMP
 BB0211  MODELED GRAV-     978,991.3   (mgal)                       NAVD 88
 BB0211
 BB0211  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0211
 BB0211.The horizontal coordinates were scaled from a topographic map and have
 BB0211.an estimated accuracy of +/- 6 seconds.
 BB0211
 BB0211.The orthometric height was determined by differential leveling
 BB0211.and adjusted by the National Geodetic Survey in 1992..
 BB0211.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0211.rate of 1.1 thru 2.0 mm/km.
 BB0211
 BB0211.The geoid height was determined by GEOID03.
 BB0211
 BB0211.The dynamic height is computed by dividing the NAVD 88
 BB0211.geopotential number by the normal gravity value computed on the
 BB0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0211.degrees latitude (g = 980.6199 gals.).
 BB0211
 BB0211.The modeled gravity was interpolated from observed gravity values.
 BB0211
 BB0211;                    North         East    Units  Estimated Accuracy
 BB0211;SPC TXSC     - 4,223,180.       64,730.      MT  (+/- 180 meters Scaled)
 BB0211
 BB0211                          SUPERSEDED SURVEY CONTROL
 BB0211
 BB0211  NGVD 29 (??/??/92)  818.455  (m)         2685.21   (f) ADJ UNCH    2 0
 BB0211
 BB0211.Superseded values are not recommended for survey control.
 BB0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0211.See file dsdata.txt to determine how the superseded data were derived.
 BB0211
 BB0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN449892(NAD 83)
 BB0211_MARKER: DB = BENCH MARK DISK
 BB0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0211_STAMPING: G 739 1943
 BB0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0211+STABILITY: SURFACE MOTION
 BB0211
 BB0211  HISTORY     - Date     Condition        Report By
 BB0211  HISTORY     - 1943     MONUMENTED       CGS
 BB0211
 BB0211                          STATION DESCRIPTION
 BB0211
 BB0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0211'17.4 MI NW FROM PRESIDIO.
 BB0211'THIS MARK IS 17.4 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE
 BB0211'POST OFFICE AT PRESIDIO, PRESIDIO COUNTY, 0.1 MILE SOUTHEAST OF A
 BB0211'ARROYO, SET ON THE OUTSIDE OF A CURVE, 80.0 FEET EAST OF THE
 BB0211'CENTERLINE OF A ROAD RUNNING NORTH-SOUTH, 44.0 FEET SOUTHWEST OF THE
 BB0211'CENTERLINE OF THE ROAD, PROJECTING 5-INCHES ABOVE THE GROUND, 2.0 FEET
 BB0211'SOUTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0371 ***********************************************************************
 CA0371  DESIGNATION -  G 74
 CA0371  PID         -  CA0371
 CA0371  STATE/COUNTY-  TX/COLEMAN
 CA0371  USGS QUAD   -  COLEMAN (1987)
 CA0371
 CA0371                         *CURRENT SURVEY CONTROL
 CA0371  ___________________________________________________________________
 CA0371* NAD 83(1986)-  31 49 55.     (N)    099 25 27.     (W)     SCALED    
 CA0371* NAVD 88     -       519.206  (meters)    1703.43   (feet)  ADJUSTED  
 CA0371  ___________________________________________________________________
 CA0371  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CA0371  DYNAMIC HT  -         518.521 (meters)    1701.18  (feet)  COMP
 CA0371  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 CA0371
 CA0371  VERT ORDER  -  FIRST     CLASS II
 CA0371
 CA0371.The horizontal coordinates were scaled from a topographic map and have
 CA0371.an estimated accuracy of +/- 6 seconds.
 CA0371
 CA0371.The orthometric height was determined by differential leveling
 CA0371.and adjusted by the National Geodetic Survey in June 1991..
 CA0371.WARNING-Repeat measurements at this control monument indicate possible
 CA0371.vertical movement.
 CA0371
 CA0371.The geoid height was determined by GEOID03.
 CA0371
 CA0371.The dynamic height is computed by dividing the NAVD 88
 CA0371.geopotential number by the normal gravity value computed on the
 CA0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0371.degrees latitude (g = 980.6199 gals.).
 CA0371
 CA0371.The modeled gravity was interpolated from observed gravity values.
 CA0371
 CA0371;                    North         East    Units  Estimated Accuracy
 CA0371;SPC TX C     - 3,240,390.      786,060.      MT  (+/- 180 meters Scaled)
 CA0371
 CA0371                          SUPERSEDED SURVEY CONTROL
 CA0371
 CA0371  NGVD 29 (??/??/92)  519.058  (m)         1702.94   (f) ADJ UNCH    1 2
 CA0371
 CA0371.Superseded values are not recommended for survey control.
 CA0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0371.See file dsdata.txt to determine how the superseded data were derived.
 CA0371
 CA0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA598218(NAD 83)
 CA0371_MARKER: DB = BENCH MARK DISK
 CA0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0371_STAMPING: 1702.680 G 74 1931
 CA0371_MARK LOGO: CGS   
 CA0371_PROJECTION: PROJECTING 5 CENTIMETERS
 CA0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0371+STABILITY: SURFACE MOTION
 CA0371
 CA0371  HISTORY     - Date     Condition        Report By
 CA0371  HISTORY     - 1931     MONUMENTED       CGS
 CA0371  HISTORY     - 1944     GOOD             NGS
 CA0371  HISTORY     - 1982     GOOD             NGS
 CA0371
 CA0371                          STATION DESCRIPTION
 CA0371
 CA0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0371'IN COLEMAN.
 CA0371'AT COLEMAN, COLEMAN COUNTY, AT THE INTERSECTION OF CONCHO AND
 CA0371'COTTONWOOD STREETS, AT THE NORTHEAST CORNER OF THE CITY HALL, AND 1
 CA0371'FOOT FROM THE BUILDING.  A STANDARD DISK, STAMPED 1702.680 G 74 1931
 CA0371'AND SET IN THE TOP OF A CONCRETE POST.
 CA0371
 CA0371                          STATION RECOVERY (1944)
 CA0371
 CA0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 CA0371'RECOVERED IN GOOD CONDITION.
 CA0371
 CA0371                          STATION RECOVERY (1982)
 CA0371
 CA0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0371'IN COLEMAN, AT THE NORTHEAST CORNER OF THE CITY HALL, FIRE STATION AND
 CA0371'POLICE DEPARTMENT AT THE INTERSECTION OF CONCHO AND COTTONWOOD STREETS
 CA0371'AND 0.5 METER (1.6 FT) NORTH OF THE NORTHEAST CORNER OF THE CITY HALL.
 CA0371'THE MARK IS 0.3 M ABOVE THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0071 ***********************************************************************
 BA0071  DESIGNATION -  G 740
 BA0071  PID         -  BA0071
 BA0071  STATE/COUNTY-  TX/BREWSTER
 BA0071  USGS QUAD   -  SANTIAGO PEAK (1983)
 BA0071
 BA0071                         *CURRENT SURVEY CONTROL
 BA0071  ___________________________________________________________________
 BA0071* NAD 83(1986)-  29 46 56.     (N)    103 25 51.     (W)     SCALED    
 BA0071* NAVD 88     -      1065.142  (meters)    3494.55   (feet)  ADJUSTED  
 BA0071  ___________________________________________________________________
 BA0071  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 BA0071  DYNAMIC HT  -        1063.420 (meters)    3488.90  (feet)  COMP
 BA0071  MODELED GRAV-     978,988.9   (mgal)                       NAVD 88
 BA0071
 BA0071  VERT ORDER  -  SECOND    CLASS 0
 BA0071
 BA0071.The horizontal coordinates were scaled from a topographic map and have
 BA0071.an estimated accuracy of +/- 6 seconds.
 BA0071
 BA0071.The orthometric height was determined by differential leveling
 BA0071.and adjusted by the National Geodetic Survey in June 1991..
 BA0071
 BA0071.The geoid height was determined by GEOID03.
 BA0071
 BA0071.The dynamic height is computed by dividing the NAVD 88
 BA0071.geopotential number by the normal gravity value computed on the
 BA0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0071.degrees latitude (g = 980.6199 gals.).
 BA0071
 BA0071.The modeled gravity was interpolated from observed gravity values.
 BA0071
 BA0071;                    North         East    Units  Estimated Accuracy
 BA0071;SPC TXSC     - 4,224,110.      171,700.      MT  (+/- 180 meters Scaled)
 BA0071
 BA0071                          SUPERSEDED SURVEY CONTROL
 BA0071
 BA0071  NGVD 29 (??/??/92) 1064.734  (m)         3493.21   (f) ADJ UNCH    2 0
 BA0071
 BA0071.Superseded values are not recommended for survey control.
 BA0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0071.See file dsdata.txt to determine how the superseded data were derived.
 BA0071
 BA0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN516956(NAD 83)
 BA0071_MARKER: DB = BENCH MARK DISK
 BA0071_SETTING: 66 = SET IN ROCK OUTCROP
 BA0071_SP_SET: OUTCROP
 BA0071_STAMPING: G 740 1943
 BA0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0071+STABILITY: POSITION/ELEVATION WELL
 BA0071
 BA0071  HISTORY     - Date     Condition        Report By
 BA0071  HISTORY     - 1943     MONUMENTED       CGS
 BA0071  HISTORY     - 1958     GOOD             NGS
 BA0071
 BA0071                          STATION DESCRIPTION
 BA0071
 BA0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0071'51.8 MI S FROM ALPINE.
 BA0071'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0071'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0071'118, THENCE ABOUT 9.15 MILES EAST ALONG A GRADED DIRT ROAD LEADING TO
 BA0071'THE A. M. POTTER RANCH.  SET VERTICALLY IN THE NORTH FACE OF A LARGE
 BA0071'SANDSTONE OUTCROP, 17 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BA0071'AT THE SOUTH SIDE OF A NARROW VALLEY, ABOUT 0.45 MILE EAST OF A GATE
 BA0071'ACROSS THE ROAD, ABOUT 0.4 MILE WEST OF A GATE ACROSS THE ROAD, ABOUT
 BA0071'3 FEET ABOVE THE GROUND AND 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0095 ***********************************************************************
 BA0095  DESIGNATION -  G 741
 BA0095  PID         -  BA0095
 BA0095  STATE/COUNTY-  TX/BREWSTER
 BA0095  USGS QUAD   -  MARAVILLAS GAP (1983)
 BA0095
 BA0095                         *CURRENT SURVEY CONTROL
 BA0095  ___________________________________________________________________
 BA0095* NAD 83(1986)-  29 57 27.     (N)    103 15 12.     (W)     SCALED    
 BA0095* NAVD 88     -      1054.654  (meters)    3460.14   (feet)  ADJUSTED  
 BA0095  ___________________________________________________________________
 BA0095  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BA0095  DYNAMIC HT  -        1052.953 (meters)    3454.56  (feet)  COMP
 BA0095  MODELED GRAV-     978,994.1   (mgal)                       NAVD 88
 BA0095
 BA0095  VERT ORDER  -  SECOND    CLASS 0
 BA0095
 BA0095.The horizontal coordinates were scaled from a topographic map and have
 BA0095.an estimated accuracy of +/- 6 seconds.
 BA0095
 BA0095.The orthometric height was determined by differential leveling
 BA0095.and adjusted by the National Geodetic Survey in June 1991..
 BA0095
 BA0095.The geoid height was determined by GEOID03.
 BA0095
 BA0095.The dynamic height is computed by dividing the NAVD 88
 BA0095.geopotential number by the normal gravity value computed on the
 BA0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0095.degrees latitude (g = 980.6199 gals.).
 BA0095
 BA0095.The modeled gravity was interpolated from observed gravity values.
 BA0095
 BA0095;                    North         East    Units  Estimated Accuracy
 BA0095;SPC TXSC     - 4,242,880.      189,560.      MT  (+/- 180 meters Scaled)
 BA0095
 BA0095                          SUPERSEDED SURVEY CONTROL
 BA0095
 BA0095  NGVD 29 (??/??/92) 1054.274  (m)         3458.90   (f) ADJ UNCH    2 0
 BA0095
 BA0095.Superseded values are not recommended for survey control.
 BA0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0095.See file dsdata.txt to determine how the superseded data were derived.
 BA0095
 BA0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP685153(NAD 83)
 BA0095_MARKER: DB = BENCH MARK DISK
 BA0095_SETTING: 66 = SET IN ROCK OUTCROP
 BA0095_SP_SET: ROCK LEDGE
 BA0095_STAMPING: G 741 1943
 BA0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0095+STABILITY: POSITION/ELEVATION WELL
 BA0095
 BA0095  HISTORY     - Date     Condition        Report By
 BA0095  HISTORY     - 1943     MONUMENTED       CGS
 BA0095  HISTORY     - 1966     GOOD             NGS
 BA0095  HISTORY     - 1976     GOOD             USGS
 BA0095  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0095
 BA0095                          STATION DESCRIPTION
 BA0095
 BA0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0095'18.40 MI S FROM MARATHON.
 BA0095'ABOUT 0.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BA0095'THE STATION AT MARATHON, THENCE 17.95 MILES SOUTH ALONG U.S. HIGHWAY
 BA0095'385, IN THE TOP OF A FLINT ROCK LEDGE PROJECTING 1 1/2 FEET, 59 FEET
 BA0095'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 385, 22 FEET SOUTHWEST OF
 BA0095'THE CENTERLINE OF THE OLD ROAD, AT THE NORTHWEST END OF A SHARP CURVE
 BA0095'IN U.S. HIGHWAY 385, AND 22 FEET NORTHWEST OF CONCRETE HIGHWAY MARKER
 BA0095'NUMBER 961+68.5.
 BA0095
 BA0095                          STATION RECOVERY (1976)
 BA0095
 BA0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0095'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 BA0095'STATE HIGHWAY 51 IS NOW U.S. HIGHWAY 385.
 BA0095
 BA0095                          STATION RECOVERY (2001)
 BA0095
 BA0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0095'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0165 ***********************************************************************
 BA0165  DESIGNATION -  G 742
 BA0165  PID         -  BA0165
 BA0165  STATE/COUNTY-  TX/BREWSTER
 BA0165  USGS QUAD   -  SAN VICENTE (1971)
 BA0165
 BA0165                         *CURRENT SURVEY CONTROL
 BA0165  ___________________________________________________________________
 BA0165* NAD 83(1986)-  29 12 59.     (N)    103 02 42.     (W)     SCALED    
 BA0165* NAVD 88     -       659.392  (meters)    2163.36   (feet)  ADJUSTED  
 BA0165  ___________________________________________________________________
 BA0165  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0165  DYNAMIC HT  -         658.344 (meters)    2159.92  (feet)  COMP
 BA0165  MODELED GRAV-     979,033.1   (mgal)                       NAVD 88
 BA0165
 BA0165  VERT ORDER  -  FIRST     CLASS II
 BA0165
 BA0165.The horizontal coordinates were scaled from a topographic map and have
 BA0165.an estimated accuracy of +/- 6 seconds.
 BA0165
 BA0165.The orthometric height was determined by differential leveling
 BA0165.and adjusted by the National Geodetic Survey in June 1991..
 BA0165
 BA0165.The geoid height was determined by GEOID03.
 BA0165
 BA0165.The dynamic height is computed by dividing the NAVD 88
 BA0165.geopotential number by the normal gravity value computed on the
 BA0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0165.degrees latitude (g = 980.6199 gals.).
 BA0165
 BA0165.The modeled gravity was interpolated from observed gravity values.
 BA0165
 BA0165;                    North         East    Units  Estimated Accuracy
 BA0165;SPC TXSC     - 4,160,080.      206,820.      MT  (+/- 180 meters Scaled)
 BA0165
 BA0165                          SUPERSEDED SURVEY CONTROL
 BA0165
 BA0165  NGVD 29 (??/??/92)  659.039  (m)         2162.20   (f) ADJ UNCH    1 2
 BA0165
 BA0165.Superseded values are not recommended for survey control.
 BA0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0165.See file dsdata.txt to determine how the superseded data were derived.
 BA0165
 BA0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN900335(NAD 83)
 BA0165_MARKER: DB = BENCH MARK DISK
 BA0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0165_STAMPING: G 742 1943
 BA0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0165+STABILITY: SURFACE MOTION
 BA0165
 BA0165  HISTORY     - Date     Condition        Report By
 BA0165  HISTORY     - 1943     MONUMENTED       CGS
 BA0165  HISTORY     - 1958     GOOD             NGS
 BA0165  HISTORY     - 20030422 GOOD             USPSQD
 BA0165
 BA0165                          STATION DESCRIPTION
 BA0165
 BA0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0165'12.2 MI SE FROM PARK HEADQUARTERS.
 BA0165'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0165'BUILDING, THENCE 11.7 MILES SOUTHEAST ALONG A PAVED ROAD.  27 FEET
 BA0165'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE NORTHWEST OF
 BA0165'A CURVE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BA0165'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 BA0165'INCHES.
 BA0165
 BA0165                          STATION RECOVERY (2003)
 BA0165
 BA0165'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0029 ***********************************************************************
 BA0029  DESIGNATION -  G 743
 BA0029  PID         -  BA0029
 BA0029  STATE/COUNTY-  TX/BREWSTER
 BA0029  USGS QUAD   -  SAN FRANCISCO SHUTUP (1983)
 BA0029
 BA0029                         *CURRENT SURVEY CONTROL
 BA0029  ___________________________________________________________________
 BA0029* NAD 83(1986)-  29 58 10.     (N)    102 40 06.     (W)     SCALED    
 BA0029* NAVD 88     -       831.538  (meters)    2728.14   (feet)  ADJUSTED  
 BA0029  ___________________________________________________________________
 BA0029  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 BA0029  DYNAMIC HT  -         830.254 (meters)    2723.93  (feet)  COMP
 BA0029  MODELED GRAV-     979,069.6   (mgal)                       NAVD 88
 BA0029
 BA0029  VERT ORDER  -  FIRST     CLASS II
 BA0029
 BA0029.The horizontal coordinates were scaled from a topographic map and have
 BA0029.an estimated accuracy of +/- 6 seconds.
 BA0029
 BA0029.The orthometric height was determined by differential leveling
 BA0029.and adjusted by the National Geodetic Survey in June 1991..
 BA0029
 BA0029.The geoid height was determined by GEOID03.
 BA0029
 BA0029.The dynamic height is computed by dividing the NAVD 88
 BA0029.geopotential number by the normal gravity value computed on the
 BA0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0029.degrees latitude (g = 980.6199 gals.).
 BA0029
 BA0029.The modeled gravity was interpolated from observed gravity values.
 BA0029
 BA0029;                    North         East    Units  Estimated Accuracy
 BA0029;SPC TXSC     - 4,242,290.      246,030.      MT  (+/- 180 meters Scaled)
 BA0029
 BA0029                          SUPERSEDED SURVEY CONTROL
 BA0029
 BA0029  NGVD 29 (??/??/92)  831.257  (m)         2727.22   (f) ADJ UNCH    1 2
 BA0029
 BA0029.Superseded values are not recommended for survey control.
 BA0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0029.See file dsdata.txt to determine how the superseded data were derived.
 BA0029
 BA0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP249176(NAD 83)
 BA0029_MARKER: DB = BENCH MARK DISK
 BA0029_SETTING: 66 = SET IN ROCK OUTCROP
 BA0029_SP_SET: ROCK OUTCROP
 BA0029_STAMPING: G 743 1943
 BA0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0029+STABILITY: POSITION/ELEVATION WELL
 BA0029
 BA0029  HISTORY     - Date     Condition        Report By
 BA0029  HISTORY     - 1943     MONUMENTED       CGS
 BA0029  HISTORY     - 1958     GOOD             NGS
 BA0029
 BA0029                          STATION DESCRIPTION
 BA0029
 BA0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0029'2.95 MI NE FROM SLAUGHTER RANCH HDQ.
 BA0029'ABOUT 1.55 MILES NORTHEAST ALONG A DIRT ROAD FROM THE SLAUGHTER RANCH
 BA0029'HDQ., THENCE 1.4 MILES NORTHEAST ALONG THE OLD ROAD.  IN THE TOP OF A
 BA0029'FLAT LIMESTONE ROCK OUTCROP, 94 FEET SOUTH OF THE CENTER LINE OF THE
 BA0029'ROAD, ABOUT 0.5 MILE SOUTHWEST OF THE JUNCTION OF THE NEW ROAD TO
 BA0029'SLAUGHTER RANCH HDQ., ABOUT 0.65 MILE SOUTHWEST OF A WOODEN GATE
 BA0029'ACROSS THE ROAD, 167 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 2 FEET
 BA0029'SOUTHWEST OF A CAIRN, AND ABOUT LEVEL WITH THE ROAD.  NOTE-- ABOUT 1.1
 BA0029'MILES SOUTHWEST OF B. M. H 743.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0082 ***********************************************************************
 BB0082  DESIGNATION -  G 744
 BB0082  PID         -  BB0082
 BB0082  STATE/COUNTY-  TX/PRESIDIO
 BB0082  USGS QUAD   -  CERRO REDONDO (1983)
 BB0082
 BB0082                         *CURRENT SURVEY CONTROL
 BB0082  ___________________________________________________________________
 BB0082* NAD 83(1986)-  29 32 11.     (N)    104 08 10.     (W)     SCALED    
 BB0082* NAVD 88     -      1011.783  (meters)    3319.49   (feet)  ADJUSTED  
 BB0082  ___________________________________________________________________
 BB0082  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 BB0082  DYNAMIC HT  -        1010.117 (meters)    3314.03  (feet)  COMP
 BB0082  MODELED GRAV-     978,962.7   (mgal)                       NAVD 88
 BB0082
 BB0082  VERT ORDER  -  FIRST     CLASS II
 BB0082
 BB0082.The horizontal coordinates were scaled from a topographic map and have
 BB0082.an estimated accuracy of +/- 6 seconds.
 BB0082
 BB0082.The orthometric height was determined by differential leveling
 BB0082.and adjusted by the National Geodetic Survey in June 1991..
 BB0082
 BB0082.The geoid height was determined by GEOID03.
 BB0082
 BB0082.The dynamic height is computed by dividing the NAVD 88
 BB0082.geopotential number by the normal gravity value computed on the
 BB0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0082.degrees latitude (g = 980.6199 gals.).
 BB0082
 BB0082.The modeled gravity was interpolated from observed gravity values.
 BB0082
 BB0082;                    North         East    Units  Estimated Accuracy
 BB0082;SPC TXSC     - 4,199,670.      102,370.      MT  (+/- 180 meters Scaled)
 BB0082
 BB0082                          SUPERSEDED SURVEY CONTROL
 BB0082
 BB0082  NGVD 29 (??/??/92) 1011.451  (m)         3318.40   (f) ADJ UNCH    1 2
 BB0082
 BB0082.Superseded values are not recommended for survey control.
 BB0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0082.See file dsdata.txt to determine how the superseded data were derived.
 BB0082
 BB0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN837677(NAD 83)
 BB0082_MARKER: DB = BENCH MARK DISK
 BB0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0082_SP_SET: DRILL HOLE
 BB0082_STAMPING: G 744 1943
 BB0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0082
 BB0082  HISTORY     - Date     Condition        Report By
 BB0082  HISTORY     - 1943     MONUMENTED       CGS
 BB0082  HISTORY     - 1958     MARK NOT FOUND   NGS
 BB0082
 BB0082                          STATION DESCRIPTION
 BB0082
 BB0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0082'4.2 MI S FROM BOTILLA RANCH HDQTRS.
 BB0082'ABOUT 2.2 MILES SOUTHWEST OF THE BOTILLA RANCH HEADQUARTERS AND 2
 BB0082'MILES EAST ALONG THE ABANDONED TERLINGUA-PRESIDIO TRAIL, ABOUT 250
 BB0082'YARDS SOUTHEAST OF THE POINT WHERE THE TRAIL PASSES THROUGH A DEEP
 BB0082'WASH AND TURNS TO A SOUTHEASTERLY DIRECTION, ON THE SOUTHWEST SIDE OF
 BB0082'THE TRAIL, 11 FEET FROM THE CENTER OF THE TRAIL, AT THE BASE OF A
 BB0082'LARGE PILE OF ROCKS SET IN PLACE AND IS A BENCH MARK DISK SET IN A
 BB0082'DRILL HOLE.  NOTE-- MARK MAY HAVE BEEN DESTROYED BY BULLDOZING ALONG
 BB0082'THE ROAD.
 BB0082
 BB0082                          STATION RECOVERY (1958)
 BB0082
 BB0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0140 ***********************************************************************
 BA0140  DESIGNATION -  G 746
 BA0140  PID         -  BA0140
 BA0140  STATE/COUNTY-  TX/BREWSTER
 BA0140  USGS QUAD   -  MARISCAL MOUNTAIN (1971)
 BA0140
 BA0140                         *CURRENT SURVEY CONTROL
 BA0140  ___________________________________________________________________
 BA0140* NAD 83(1986)-  29 05 12.     (N)    103 12 30.     (W)     SCALED    
 BA0140* NAVD 88     -       711.155  (meters)    2333.18   (feet)  ADJUSTED  
 BA0140  ___________________________________________________________________
 BA0140  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BA0140  DYNAMIC HT  -         710.015 (meters)    2329.44  (feet)  COMP
 BA0140  MODELED GRAV-     979,017.5   (mgal)                       NAVD 88
 BA0140
 BA0140  VERT ORDER  -  FIRST     CLASS II
 BA0140
 BA0140.The horizontal coordinates were scaled from a topographic map and have
 BA0140.an estimated accuracy of +/- 6 seconds.
 BA0140
 BA0140.The orthometric height was determined by differential leveling
 BA0140.and adjusted by the National Geodetic Survey in June 1991..
 BA0140
 BA0140.The geoid height was determined by GEOID03.
 BA0140
 BA0140.The dynamic height is computed by dividing the NAVD 88
 BA0140.geopotential number by the normal gravity value computed on the
 BA0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0140.degrees latitude (g = 980.6199 gals.).
 BA0140
 BA0140.The modeled gravity was interpolated from observed gravity values.
 BA0140
 BA0140;                    North         East    Units  Estimated Accuracy
 BA0140;SPC TXSC     - 4,146,270.      190,430.      MT  (+/- 180 meters Scaled)
 BA0140
 BA0140                          SUPERSEDED SURVEY CONTROL
 BA0140
 BA0140  NGVD 29 (??/??/92)  710.781  (m)         2331.95   (f) ADJ UNCH    1 2
 BA0140
 BA0140.Superseded values are not recommended for survey control.
 BA0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0140.See file dsdata.txt to determine how the superseded data were derived.
 BA0140
 BA0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN743189(NAD 83)
 BA0140_MARKER: DB = BENCH MARK DISK
 BA0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0140_STAMPING: G 746 1943
 BA0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0140+STABILITY: SURFACE MOTION
 BA0140
 BA0140  HISTORY     - Date     Condition        Report By
 BA0140  HISTORY     - 1943     MONUMENTED       CGS
 BA0140  HISTORY     - 1958     GOOD             NGS
 BA0140
 BA0140                          STATION DESCRIPTION
 BA0140
 BA0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0140'29.55 MI E FROM CASTOLON.
 BA0140'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0140'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0140'5.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 6.95 MILES
 BA0140'NORTHEAST ALONG A GRADED DIRT ROAD.  27 FEET WEST OF THE CENTER LINE
 BA0140'OF THE ROAD, 33 FEET EAST OF THE CENTER LINE OF AN ABANDONED ROAD, ON
 BA0140'THE OUTSIDE OF A CURVE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 BA0140'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0140'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0274 ***********************************************************************
 BP0274  DESIGNATION -  G 747
 BP0274  PID         -  BP0274
 BP0274  STATE/COUNTY-  TX/BREWSTER
 BP0274  USGS QUAD   -  DUGOUT MOUNTAIN (1983)
 BP0274
 BP0274                         *CURRENT SURVEY CONTROL
 BP0274  ___________________________________________________________________
 BP0274* NAD 83(1986)-  30 14 19.     (N)    103 23 05.     (W)     SCALED    
 BP0274* NAVD 88     -      1323.848  (meters)    4343.32   (feet)  ADJUSTED  
 BP0274  ___________________________________________________________________
 BP0274  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 BP0274  DYNAMIC HT  -        1321.672 (meters)    4336.19  (feet)  COMP
 BP0274  MODELED GRAV-     978,952.0   (mgal)                       NAVD 88
 BP0274
 BP0274  VERT ORDER  -  FIRST     CLASS II
 BP0274
 BP0274.The horizontal coordinates were scaled from a topographic map and have
 BP0274.an estimated accuracy of +/- 6 seconds.
 BP0274
 BP0274.The orthometric height was determined by differential leveling
 BP0274.and adjusted by the National Geodetic Survey in June 1991..
 BP0274
 BP0274.The geoid height was determined by GEOID03.
 BP0274
 BP0274.The dynamic height is computed by dividing the NAVD 88
 BP0274.geopotential number by the normal gravity value computed on the
 BP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0274.degrees latitude (g = 980.6199 gals.).
 BP0274
 BP0274.The modeled gravity was interpolated from observed gravity values.
 BP0274
 BP0274;                    North         East    Units  Estimated Accuracy
 BP0274;SPC TXSC     - 4,274,490.      178,050.      MT  (+/- 180 meters Scaled)
 BP0274
 BP0274                          SUPERSEDED SURVEY CONTROL
 BP0274
 BP0274  NGVD 29 (??/??/92) 1323.397  (m)         4341.85   (f) ADJ UNCH    1 2
 BP0274
 BP0274.Superseded values are not recommended for survey control.
 BP0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0274.See file dsdata.txt to determine how the superseded data were derived.
 BP0274
 BP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP554463(NAD 83)
 BP0274_MARKER: DB = BENCH MARK DISK
 BP0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0274_SP_SET: CULVERT
 BP0274_STAMPING: G 747 1943
 BP0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0274
 BP0274  HISTORY     - Date     Condition        Report By
 BP0274  HISTORY     - 1943     MONUMENTED       CGS
 BP0274  HISTORY     - 1957     GOOD             NGS
 BP0274  HISTORY     - 1977     GOOD             USGS
 BP0274
 BP0274                          STATION DESCRIPTION
 BP0274
 BP0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0274'8.9 MI NW FROM MARATHON.
 BP0274'ABOUT 8.9 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0274'FROM THE STATION AT MARATHON, 61 FEET NORTHEAST OF AND ACROSS THE
 BP0274'TRACK FROM THE 3RD POLE SOUTHEAST OF MILEPOST 585, IN THE TOP OF THE
 BP0274'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A CULVERT, 9 FEET
 BP0274'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND ABOUT 2 FEET
 BP0274'BELOW THE LEVEL OF THE TRACK.
 BP0274
 BP0274                          STATION RECOVERY (1977)
 BP0274
 BP0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BP0274'THE PRIMARY REFERENCE OF THIS BENCH MARK HAS CHANGED TO-- ABOUT 8.9
 BP0274'MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 BP0274'AT MARATHON. BENCH MARKS. U 25 1917 AND G 747 1943 ARE AFFECTED ON
 BP0274'THIS QUADRANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0177 ***********************************************************************
 BA0177  DESIGNATION -  G 748
 BA0177  PID         -  BA0177
 BA0177  STATE/COUNTY-  TX/BREWSTER
 BA0177  USGS QUAD   -  PANTHER JUNCTION (1971)
 BA0177
 BA0177                         *CURRENT SURVEY CONTROL
 BA0177  ___________________________________________________________________
 BA0177* NAD 83(1986)-  29 20 46.     (N)    103 10 28.     (W)     SCALED    
 BA0177* NAVD 88     -      1006.318  (meters)    3301.56   (feet)  ADJUSTED  
 BA0177  ___________________________________________________________________
 BA0177  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 BA0177  DYNAMIC HT  -        1004.671 (meters)    3296.16  (feet)  COMP
 BA0177  MODELED GRAV-     978,972.0   (mgal)                       NAVD 88
 BA0177
 BA0177  VERT ORDER  -  FIRST     CLASS II
 BA0177
 BA0177.The horizontal coordinates were scaled from a topographic map and have
 BA0177.an estimated accuracy of +/- 6 seconds.
 BA0177
 BA0177.The orthometric height was determined by differential leveling
 BA0177.and adjusted by the National Geodetic Survey in June 1991..
 BA0177
 BA0177.The geoid height was determined by GEOID03.
 BA0177
 BA0177.The dynamic height is computed by dividing the NAVD 88
 BA0177.geopotential number by the normal gravity value computed on the
 BA0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0177.degrees latitude (g = 980.6199 gals.).
 BA0177
 BA0177.The modeled gravity was interpolated from observed gravity values.
 BA0177
 BA0177;                    North         East    Units  Estimated Accuracy
 BA0177;SPC TXSC     - 4,174,890.      194,750.      MT  (+/- 180 meters Scaled)
 BA0177
 BA0177                          SUPERSEDED SURVEY CONTROL
 BA0177
 BA0177  NGVD 29 (??/??/92) 1005.919  (m)         3300.25   (f) ADJ UNCH    1 2
 BA0177
 BA0177.Superseded values are not recommended for survey control.
 BA0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0177.See file dsdata.txt to determine how the superseded data were derived.
 BA0177
 BA0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN772477(NAD 83)
 BA0177_MARKER: DB = BENCH MARK DISK
 BA0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0177_STAMPING: G 748 1943
 BA0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0177+STABILITY: SURFACE MOTION
 BA0177
 BA0177  HISTORY     - Date     Condition        Report By
 BA0177  HISTORY     - 1943     MONUMENTED       CGS
 BA0177  HISTORY     - 1958     GOOD             NGS
 BA0177
 BA0177                          STATION DESCRIPTION
 BA0177
 BA0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0177'13.95 MI NE FROM PARK HEADQUARTERS.
 BA0177'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0177'BUILDING, THENCE 6.2 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 7.25
 BA0177'MILES NORTHWEST ALONG AN ABANDONED ROAD.  29 FEET WEST OF THE CENTER
 BA0177'LINE OF THE ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 BA0177'FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0177'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0191 ***********************************************************************
 BA0191  DESIGNATION -  G 749
 BA0191  PID         -  BA0191
 BA0191  STATE/COUNTY-  TX/PRESIDIO
 BA0191  USGS QUAD   -  THE SOLITARIO (1971)
 BA0191
 BA0191                         *CURRENT SURVEY CONTROL
 BA0191  ___________________________________________________________________
 BA0191* NAD 83(1986)-  29 29 00.     (N)    103 51 23.     (W)     SCALED    
 BA0191* NAVD 88     -      1223.716  (meters)    4014.81   (feet)  POSTED    
 BA0191  ___________________________________________________________________
 BA0191  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 BA0191  DYNAMIC HT  -        1221.670 (meters)    4008.10  (feet)  COMP
 BA0191  MODELED GRAV-     978,928.1   (mgal)                       NAVD 88
 BA0191
 BA0191  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0191
 BA0191.The horizontal coordinates were scaled from a topographic map and have
 BA0191.an estimated accuracy of +/- 6 seconds.
 BA0191
 BA0191.The orthometric height was determined by differential leveling
 BA0191.and adjusted by the National Geodetic Survey in 1992..
 BA0191.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0191.rate of 4.1 thru 8.0 mm/km.
 BA0191
 BA0191.The geoid height was determined by GEOID03.
 BA0191
 BA0191.The dynamic height is computed by dividing the NAVD 88
 BA0191.geopotential number by the normal gravity value computed on the
 BA0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0191.degrees latitude (g = 980.6199 gals.).
 BA0191
 BA0191.The modeled gravity was interpolated from observed gravity values.
 BA0191
 BA0191;                    North         East    Units  Estimated Accuracy
 BA0191;SPC TXSC     - 4,192,640.      129,220.      MT  (+/- 180 meters Scaled)
 BA0191
 BA0191                          SUPERSEDED SURVEY CONTROL
 BA0191
 BA0191  NGVD 29 (??/??/92) 1223.356  (m)         4013.63   (f) ADJ UNCH    1 2
 BA0191
 BA0191.Superseded values are not recommended for survey control.
 BA0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0191.See file dsdata.txt to determine how the superseded data were derived.
 BA0191
 BA0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN108620(NAD 83)
 BA0191_MARKER: DB = BENCH MARK DISK
 BA0191_SETTING: 66 = SET IN ROCK OUTCROP
 BA0191_SP_SET: ROCK CLIFF
 BA0191_STAMPING: G 749 1943
 BA0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0191+STABILITY: POSITION/ELEVATION WELL
 BA0191
 BA0191  HISTORY     - Date     Condition        Report By
 BA0191  HISTORY     - 1943     MONUMENTED       CGS
 BA0191  HISTORY     - 1958     GOOD             NGS
 BA0191
 BA0191                          STATION DESCRIPTION
 BA0191
 BA0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0191'9.65 MI E FROM FOWLKES BROS RANCH.
 BA0191'ABOUT 7.5 MILES NORTHEAST ALONG A WINDING BLADED ROAD FROM THE FOWLKES
 BA0191'BROS.  RANCH HOUSE, THENCE 2.15 MILES SOUTHEAST ALONG AN ABANDONED
 BA0191'TRACK ROAD.  IN THE TOP OF THE NORTHEAST END OF THE LEDGE OF A LARGE
 BA0191'ROCK CLIFF, 10 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AT THE
 BA0191'CROSSING OF FRESNO CREEK, ON THE SOUTHWEST BANK OF THE CREEK, AND
 BA0191'ABOUT 1 FOOT ABOVE THE BED OF THE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0217 ***********************************************************************
 BA0217  DESIGNATION -  G 750
 BA0217  PID         -  BA0217
 BA0217  STATE/COUNTY-  TX/BREWSTER
 BA0217  USGS QUAD   -  AMARILLA MOUNTAIN (1971)
 BA0217
 BA0217                         *CURRENT SURVEY CONTROL
 BA0217  ___________________________________________________________________
 BA0217* NAD 83(1986)-  29 18 48.     (N)    103 39 53.     (W)     SCALED    
 BA0217* NAVD 88     -       898.914  (meters)    2949.19   (feet)  POSTED    
 BA0217  ___________________________________________________________________
 BA0217  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BA0217  DYNAMIC HT  -         897.450 (meters)    2944.38  (feet)  COMP
 BA0217  MODELED GRAV-     978,981.4   (mgal)                       NAVD 88
 BA0217
 BA0217  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0217
 BA0217.The horizontal coordinates were scaled from a topographic map and have
 BA0217.an estimated accuracy of +/- 6 seconds.
 BA0217
 BA0217.The orthometric height was determined by differential leveling
 BA0217.and adjusted by the National Geodetic Survey in 1992..
 BA0217.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0217.rate of 4.1 thru 8.0 mm/km.
 BA0217
 BA0217.The geoid height was determined by GEOID03.
 BA0217
 BA0217.The dynamic height is computed by dividing the NAVD 88
 BA0217.geopotential number by the normal gravity value computed on the
 BA0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0217.degrees latitude (g = 980.6199 gals.).
 BA0217
 BA0217.The modeled gravity was interpolated from observed gravity values.
 BA0217
 BA0217;                    North         East    Units  Estimated Accuracy
 BA0217;SPC TXSC     - 4,173,060.      147,030.      MT  (+/- 180 meters Scaled)
 BA0217
 BA0217                          SUPERSEDED SURVEY CONTROL
 BA0217
 BA0217  NGVD 29 (??/??/92)  898.475  (m)         2947.75   (f) ADJ UNCH    1 2
 BA0217
 BA0217.Superseded values are not recommended for survey control.
 BA0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0217.See file dsdata.txt to determine how the superseded data were derived.
 BA0217
 BA0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN296434(NAD 83)
 BA0217_MARKER: DB = BENCH MARK DISK
 BA0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0217_STAMPING: G 750 1943
 BA0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0217+STABILITY: SURFACE MOTION
 BA0217
 BA0217  HISTORY     - Date     Condition        Report By
 BA0217  HISTORY     - 1943     MONUMENTED       CGS
 BA0217  HISTORY     - 1967     GOOD             NGS
 BA0217  HISTORY     - 20010331 GOOD             NGS
 BA0217
 BA0217                          STATION DESCRIPTION
 BA0217
 BA0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0217'4.5 MI W FROM TERLINGUA.
 BA0217'ABOUT 0.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BA0217'TERLINGUA, THENCE 4.2 MILES WEST ALONG FARM ROAD 170, 46 FEET
 BA0217'NORTHWEST OF THE CENTERLINE OF THE ROAD, 0.15 MILES NORTHEAST OF A
 BA0217'DRAW, AT THE CREST OF A HILL, AT THE JUNCTION OF A TRACK ROAD LEADING
 BA0217'SOUTH EAST, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2
 BA0217'FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BA0217'PROJECTING 6 INCHES.
 BA0217
 BA0217                          STATION RECOVERY (2001)
 BA0217
 BA0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0217'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0079 ***********************************************************************
 AW0079  DESIGNATION -  G 751 RESET 1956
 AW0079  PID         -  AW0079
 AW0079  STATE/COUNTY-  TX/BRAZORIA
 AW0079  USGS QUAD   -  OYSTER CREEK (1974)
 AW0079
 AW0079                         *CURRENT SURVEY CONTROL
 AW0079  ___________________________________________________________________
 AW0079* NAD 83(1986)-  29 01 53.     (N)    095 19 45.     (W)     SCALED    
 AW0079* NAVD 88     -         1.39   (+/-2cm)       4.6    (feet)  VERTCON   
 AW0079  ___________________________________________________________________
 AW0079  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AW0079
 AW0079  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0079
 AW0079.The horizontal coordinates were scaled from a topographic map and have
 AW0079.an estimated accuracy of +/- 6 seconds.
 AW0079
 AW0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0079.The vertical order pertains to the NGVD 29 superseded value.
 AW0079
 AW0079.The geoid height was determined by GEOID03.
 AW0079
 AW0079;                    North         East    Units  Estimated Accuracy
 AW0079;SPC TXSC     - 4,138,390.      957,470.      MT  (+/- 180 meters Scaled)
 AW0079
 AW0079                          SUPERSEDED SURVEY CONTROL
 AW0079
 AW0079  NGVD 29 (??/??/92)    1.402  (m)            4.60   (f) ADJ UNCH    2 0
 AW0079
 AW0079.Superseded values are not recommended for survey control.
 AW0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0079.See file dsdata.txt to determine how the superseded data were derived.
 AW0079
 AW0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN731137(NAD 83)
 AW0079_MARKER: DB = BENCH MARK DISK
 AW0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0079_STAMPING: G 751 RESET 1956
 AW0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0079+STABILITY: SURFACE MOTION
 AW0079
 AW0079  HISTORY     - Date     Condition        Report By
 AW0079  HISTORY     - 1956     MONUMENTED       CGS
 AW0079  HISTORY     - 1973     GOOD             NGS
 AW0079  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0079  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0079
 AW0079                          STATION DESCRIPTION
 AW0079
 AW0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0079'5.5 MI NE FROM FREEPORT.
 AW0079'5.5 MILES NORTHEAST ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH
 AW0079'GULD BOULEVARD AT FREEPORT, AT THE JUNCTION OF A PRIVATE ROAD
 AW0079'SOUTHWEST TO THE SOUTHWEST SHORE OF STUBBLEFIELD LAKE, 65 FEET
 AW0079'NORTHEAST OF THE CENTER LINE OF THE ROAD, 51 FEET SOUTHEAST OF THE
 AW0079'EXTENDED CENTER LINE OF THE SHELL ROAD, 74 FEET SOUTHEAST OF A POWER
 AW0079'POLE WITH A GUY WIRE EXTENDING ACROSS THE ROAD, 111.0 FEET
 AW0079'NORTH-NORTHWEST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD
 AW0079'WALL OF A CONCRETE BOX CULVERT, 4.5 FEET NORTHEAST OF A FENCE, 1.2
 AW0079'FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD,
 AW0079'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 AW0079'GROUND.
 AW0079
 AW0079                          STATION RECOVERY (1978)
 AW0079
 AW0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0079'NOT RECOVERED THIS DATE.
 AW0079
 AW0079                          STATION RECOVERY (2004)
 AW0079
 AW0079'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0017 ***********************************************************************
 AW0017  DESIGNATION -  G 752
 AW0017  PID         -  AW0017
 AW0017  STATE/COUNTY-  TX/BRAZORIA
 AW0017  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0017
 AW0017                         *CURRENT SURVEY CONTROL
 AW0017  ___________________________________________________________________
 AW0017* NAD 83(1986)-  29 14 37.     (N)    095 14 03.     (W)     SCALED    
 AW0017* NAVD 88     -         4.32   (+/-2cm)      14.2    (feet)  VERTCON   
 AW0017  ___________________________________________________________________
 AW0017  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW0017
 AW0017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0017
 AW0017.The horizontal coordinates were scaled from a topographic map and have
 AW0017.an estimated accuracy of +/- 6 seconds.
 AW0017
 AW0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0017.The vertical order pertains to the NGVD 29 superseded value.
 AW0017
 AW0017.The geoid height was determined by GEOID03.
 AW0017
 AW0017;                    North         East    Units  Estimated Accuracy
 AW0017;SPC TXSC     - 4,162,190.      965,960.      MT  (+/- 180 meters Scaled)
 AW0017
 AW0017                          SUPERSEDED SURVEY CONTROL
 AW0017
 AW0017  NGVD 29 (??/??/92)    4.315  (m)           14.16   (f) ADJ UNCH    2 0
 AW0017
 AW0017.Superseded values are not recommended for survey control.
 AW0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0017.See file dsdata.txt to determine how the superseded data were derived.
 AW0017
 AW0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN828370(NAD 83)
 AW0017_MARKER: DB = BENCH MARK DISK
 AW0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0017_STAMPING: G 752 1942
 AW0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0017+STABILITY: SURFACE MOTION
 AW0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0017+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0017
 AW0017  HISTORY     - Date     Condition        Report By
 AW0017  HISTORY     - 1942     MONUMENTED       CGS
 AW0017  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0017  HISTORY     - 20040319 GOOD             USPSQD
 AW0017  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW0017
 AW0017                          STATION DESCRIPTION
 AW0017
 AW0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0017'4.7 MI SE FROM LIVERPOOL.
 AW0017'4.7 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AW0017'LIVERPOOL, 0.2 MILE WEST OF A GROUP OF HOUSES, AT A T-ROAD
 AW0017'INTERSECTION, 33 FEET EAST OF THE CENTERLINE OF THE ROAD, 9 FEET
 AW0017'SOUTHEAST OF THE SOUTHEAST CORNER OF AN IRON CATTLE GUARD AT A PRIVATE
 AW0017'DRIVE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1.5 FEET
 AW0017'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN THE
 AW0017'ROAD.  A STANDARD DISK, STAMPED G 752 1942 AND SET IN THE TOP OF A
 AW0017'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AW0017
 AW0017                          STATION RECOVERY (1978)
 AW0017
 AW0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0017'NOT RECOVERED THIS DATE.
 AW0017
 AW0017                          STATION RECOVERY (2004)
 AW0017
 AW0017'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0017'RECOVERED IN GOOD CONDITION.
 AW0017
 AW0017                          STATION RECOVERY (2004)
 AW0017
 AW0017'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1298 ***********************************************************************
 AW1298  DESIGNATION -  G 753 RESET
 AW1298  PID         -  AW1298
 AW1298  STATE/COUNTY-  TX/GALVESTON
 AW1298  USGS QUAD   -  DICKINSON (1997)
 AW1298
 AW1298                         *CURRENT SURVEY CONTROL
 AW1298  ___________________________________________________________________
 AW1298* NAD 83(1986)-  29 25 34.     (N)    095 05 29.     (W)     SCALED    
 AW1298* NAVD 88     -         5.325  (meters)      17.47   (feet)  ADJUSTED  
 AW1298  ___________________________________________________________________
 AW1298  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW1298  DYNAMIC HT  -           5.318 (meters)      17.45  (feet)  COMP
 AW1298  MODELED GRAV-     979,268.1   (mgal)                       NAVD 88
 AW1298  OBS GRAVITY -     979,268.9   (mgal)                       GRAV_OBS
 AW1298
 AW1298  VERT ORDER  -  FIRST     CLASS II
 AW1298
 AW1298.The horizontal coordinates were scaled from a topographic map and have
 AW1298.an estimated accuracy of +/- 6 seconds.
 AW1298
 AW1298.The orthometric height was determined by differential leveling
 AW1298.and adjusted by the National Geodetic Survey in June 1991..
 AW1298
 AW1298.The geoid height was determined by GEOID03.
 AW1298
 AW1298.The dynamic height is computed by dividing the NAVD 88
 AW1298.geopotential number by the normal gravity value computed on the
 AW1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1298.degrees latitude (g = 980.6199 gals.).
 AW1298
 AW1298.The modeled gravity was interpolated from observed gravity values.
 AW1298.The observed gravity was obtained from relative gravimeter ties
 AW1298.to the IGSN71 gravity network.
 AW1298
 AW1298;                    North         East    Units  Estimated Accuracy
 AW1298;SPC TXSC     - 4,182,860.      979,160.      MT  (+/- 180 meters Scaled)
 AW1298
 AW1298                          SUPERSEDED SURVEY CONTROL
 AW1298
 AW1298  NGVD 29 (12/23/87)    5.322  (m)           17.46   (f) ADJUSTED    1 2
 AW1298
 AW1298.Superseded values are not recommended for survey control.
 AW1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1298.See file dsdata.txt to determine how the superseded data were derived.
 AW1298
 AW1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN971570(NAD 83)
 AW1298_MARKER: DB = BENCH MARK DISK
 AW1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1298_SP_SET: CONCRETE POST
 AW1298_STAMPING: G 753 RESET 1951
 AW1298_MARK LOGO: CGS   
 AW1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1298+STABILITY: SURFACE MOTION
 AW1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1298+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AW1298
 AW1298  HISTORY     - Date     Condition        Report By
 AW1298  HISTORY     - 1951     MONUMENTED       CGS
 AW1298  HISTORY     - 1973     GOOD             NGS
 AW1298  HISTORY     - 1978     GOOD             NGS
 AW1298  HISTORY     - 1987     GOOD             NGS
 AW1298  HISTORY     - 1990     POOR             USPSQD
 AW1298  HISTORY     - 19940326 GOOD             USPSQD
 AW1298  HISTORY     - 19950610 GOOD             USPSQD
 AW1298  HISTORY     - 20030531 GOOD             USPSQD
 AW1298  HISTORY     - 20040628 GOOD             USPSQD
 AW1298  HISTORY     - 20060523 GOOD             USPSQD
 AW1298
 AW1298                          STATION DESCRIPTION
 AW1298
 AW1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1298'3.7 MI N FROM ALTA LOMA.
 AW1298'3.7 MILES NORTH ALONG FARM ROAD 646 FROM THE JUNCTION OF STATE HIGHWAY
 AW1298'6 AT ALTA LOMA, AT THE JUNCTION OF 2ND STREET, 298 FEET EAST OF THE
 AW1298'CENTER LINE OF THE ROAD, 260 FEET NORTH OF THE CENTER LINE OF THE
 AW1298'STREET, 30 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 AW1298'FOUNDATION OF A LARGE ELECTRIC PUMP OVER MUNICIPAL WATER WELL NO. 10,
 AW1298'1.6 FEET WEST OF A CHAIN LINK FENCE AROUND THE PUMP, 3.0 FOOT
 AW1298'SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE, 0.9 FOOT WEST OF A
 AW1298'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AW1298'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW1298
 AW1298                          STATION RECOVERY (1978)
 AW1298
 AW1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1298'RECOVERED IN GOOD CONDITION.
 AW1298
 AW1298                          STATION RECOVERY (1987)
 AW1298
 AW1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1298'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW1298'THE TOWN ALTA LOMA IS NOW CALLED SANTA FE.
 AW1298
 AW1298                          STATION RECOVERY (1990)
 AW1298
 AW1298'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1298'MARK RECOVERED IN POOR CONDITION.
 AW1298
 AW1298                          STATION RECOVERY (1994)
 AW1298
 AW1298'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1298'RECOVERED IN GOOD CONDITION.
 AW1298
 AW1298                          STATION RECOVERY (1995)
 AW1298
 AW1298'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1298'RECOVERED IN GOOD CONDITION.
 AW1298
 AW1298                          STATION RECOVERY (2003)
 AW1298
 AW1298'RECOVERY NOTE BY US POWER SQUADRON 2003 (KA)
 AW1298'RECOVERED IN GOOD CONDITION.
 AW1298
 AW1298                          STATION RECOVERY (2004)
 AW1298
 AW1298'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1298'RECOVERED IN GOOD CONDITION.
 AW1298
 AW1298                          STATION RECOVERY (2006)
 AW1298
 AW1298'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1298'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3202 ***********************************************************************
 AW3202  DESIGNATION -  G 754
 AW3202  PID         -  AW3202
 AW3202  STATE/COUNTY-  TX/HARRIS
 AW3202  USGS QUAD   -  SETTEGAST (1995)
 AW3202
 AW3202                         *CURRENT SURVEY CONTROL
 AW3202  ___________________________________________________________________
 AW3202* NAD 83(1986)-  29 48 04.     (N)    095 20 51.     (W)     SCALED    
 AW3202* NAVD 88     -        16.03   (+/-2cm)      52.6    (feet)  VERTCON   
 AW3202  ___________________________________________________________________
 AW3202  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW3202
 AW3202  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3202
 AW3202.The horizontal coordinates were scaled from a topographic map and have
 AW3202.an estimated accuracy of +/- 6 seconds.
 AW3202
 AW3202.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3202.The vertical order pertains to the NGVD 29 superseded value.
 AW3202
 AW3202.The geoid height was determined by GEOID03.
 AW3202
 AW3202;                    North         East    Units  Estimated Accuracy
 AW3202;SPC TXSC     - 4,223,600.      953,020.      MT  (+/- 180 meters Scaled)
 AW3202
 AW3202                          SUPERSEDED SURVEY CONTROL
 AW3202
 AW3202  NGVD 29 (??/??/92)   16.029  (m)           52.59   (f) ADJ UNCH    1 2
 AW3202
 AW3202.Superseded values are not recommended for survey control.
 AW3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3202.See file dsdata.txt to determine how the superseded data were derived.
 AW3202
 AW3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN731990(NAD 83)
 AW3202_MARKER: DB = BENCH MARK DISK
 AW3202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3202_STAMPING: G 754 1942
 AW3202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3202+STABILITY: SURFACE MOTION
 AW3202
 AW3202  HISTORY     - Date     Condition        Report By
 AW3202  HISTORY     - 1942     MONUMENTED       CGS
 AW3202  HISTORY     - 1963     GOOD             NGS
 AW3202  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW3202  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW3202
 AW3202                          STATION DESCRIPTION
 AW3202
 AW3202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW3202'3.15 MI N FROM HOUSTON.
 AW3202'ABOUT 2.75 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW3202'STATION AT HOUSTON, THENCE 0.4 MILE NORTH ALONG THE MISSOURI PACIFIC
 AW3202'RAILROAD, ABOUT 0.4 MILE NORTH OF THE CROSSING OF COLLINGSWORTH
 AW3202'STREET, 8 1/2 POLES SOUTH OF MILEPOST 147, 35 1/2 FEET WEST OF THE
 AW3202'WEST RAIL OF THE MAIN TRACK, IN A ROW OF TREES AND BRUSH, 96 FEET
 AW3202'NORTH OF THE MORE NORTHERLY OF 2 POWER POLES WHICH SUPPORTS 3
 AW3202'TRANSFORMERS, 1 FOOT EAST OF A FENCE, 1.0 FOOT SOUTH OF A METAL
 AW3202'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND SET IN
 AW3202'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AW3202
 AW3202                          STATION RECOVERY (1972)
 AW3202
 AW3202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW3202'MARK NOT FOUND.
 AW3202
 AW3202                          STATION RECOVERY (1996)
 AW3202
 AW3202'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1752 ***********************************************************************
 AW1752  DESIGNATION -  G 755
 AW1752  PID         -  AW1752
 AW1752  STATE/COUNTY-  TX/HARRIS
 AW1752  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW1752
 AW1752                         *CURRENT SURVEY CONTROL
 AW1752  ___________________________________________________________________
 AW1752* NAD 83(1986)-  29 48 18.     (N)    095 24 28.     (W)     SCALED    
 AW1752* NAVD 88     -        19.896  (meters)      65.28   (feet)  ADJUSTED  
 AW1752  ___________________________________________________________________
 AW1752  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW1752  DYNAMIC HT  -          19.869 (meters)      65.19  (feet)  COMP
 AW1752  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 AW1752  OBS GRAVITY -     979,286.9   (mgal)                       GRAV_OBS
 AW1752
 AW1752  VERT ORDER  -  FIRST     CLASS II
 AW1752
 AW1752.The horizontal coordinates were scaled from a topographic map and have
 AW1752.an estimated accuracy of +/- 6 seconds.
 AW1752
 AW1752.The orthometric height was determined by differential leveling
 AW1752.and adjusted by the National Geodetic Survey in June 1991..
 AW1752
 AW1752.The geoid height was determined by GEOID03.
 AW1752
 AW1752.The dynamic height is computed by dividing the NAVD 88
 AW1752.geopotential number by the normal gravity value computed on the
 AW1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1752.degrees latitude (g = 980.6199 gals.).
 AW1752
 AW1752.The modeled gravity was interpolated from observed gravity values.
 AW1752.The observed gravity was obtained from relative gravimeter ties
 AW1752.to the IGSN71 gravity network.
 AW1752
 AW1752;                    North         East    Units  Estimated Accuracy
 AW1752;SPC TXSC     - 4,223,850.      947,190.      MT  (+/- 180 meters Scaled)
 AW1752
 AW1752                          SUPERSEDED SURVEY CONTROL
 AW1752
 AW1752  NGVD 29 (12/23/87)   19.892  (m)           65.26   (f) ADJUSTED    1 2
 AW1752
 AW1752.Superseded values are not recommended for survey control.
 AW1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1752.See file dsdata.txt to determine how the superseded data were derived.
 AW1752
 AW1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN672996(NAD 83)
 AW1752_MARKER: DB = BENCH MARK DISK
 AW1752_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW1752_SP_SET: FOUNDATION WALL
 AW1752_STAMPING: G 755 1943
 AW1752_MARK LOGO: CGS   
 AW1752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1752+STABILITY: POSITION/ELEVATION WELL
 AW1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1752+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW1752
 AW1752  HISTORY     - Date     Condition        Report By
 AW1752  HISTORY     - 1943     MONUMENTED       CGS
 AW1752  HISTORY     - 1973     GOOD             NGS
 AW1752  HISTORY     - 1975     GOOD             LOCENG
 AW1752  HISTORY     - 1978     GOOD             NGS
 AW1752  HISTORY     - 1986     GOOD             NGS
 AW1752  HISTORY     - 19870601 GOOD             USPSQD
 AW1752  HISTORY     - 1989     GOOD             USPSQD
 AW1752  HISTORY     - 20031127 GOOD             USPSQD
 AW1752  HISTORY     - 20051014 GOOD             USPSQD
 AW1752
 AW1752                          STATION DESCRIPTION
 AW1752
 AW1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1752'1.65 MI N FROM HOUSTON.
 AW1752'ABOUT 1.5 MILES NORTH ALONG NORTH SHEPHERD DR. FROM THE CROSSING OF
 AW1752'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 0.15 MILE EAST ALONG 21ST ST.,
 AW1752'SET VERTICALLY IN THE SOUTH FACE OF THE AUDITORIUM AND CAFETERIA
 AW1752'BUILDING OF THE JAMES F. HELMS SCHOOL, 70 FEET NORTH OF THE CENTER
 AW1752'LINE OF 21ST ST., 38 FEET NORTH OF THE CHAIN LINK FENCE AROUND THE
 AW1752'SCHOOL, 8.1 FEET WEST OF THE CENTER LINE OF THE SOUTH ENTRANCE TO THE
 AW1752'BUILDING, 30 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 3.2
 AW1752'FEET ABOVE THE LEVEL OF THE GROUND.
 AW1752
 AW1752                          STATION RECOVERY (1975)
 AW1752
 AW1752'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 AW1752'RECOVERED IN GOOD CONDITION.
 AW1752
 AW1752                          STATION RECOVERY (1978)
 AW1752
 AW1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1752'RECOVERED IN GOOD CONDITION.
 AW1752
 AW1752                          STATION RECOVERY (1986)
 AW1752
 AW1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1752'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--51.4
 AW1752'M (168.6 FT) EAST OF THE CENTER OF LAWRENCE STREET, AND 8.5 M (27.9
 AW1752'FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 AW1752
 AW1752                          STATION RECOVERY (1987)
 AW1752
 AW1752'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1752'RECOVERED IN GOOD CONDITION.
 AW1752
 AW1752                          STATION RECOVERY (1989)
 AW1752
 AW1752'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW1752'RECOVERED IN GOOD CONDITION.
 AW1752
 AW1752                          STATION RECOVERY (2003)
 AW1752
 AW1752'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1752' 
 AW1752' 
 AW1752
 AW1752                          STATION RECOVERY (2005)
 AW1752
 AW1752'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1752'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4332 ***********************************************************************
 AW4332  DESIGNATION -  G 756
 AW4332  PID         -  AW4332
 AW4332  STATE/COUNTY-  TX/BRAZORIA
 AW4332  USGS QUAD   -  ASHWOOD (1980)
 AW4332
 AW4332                         *CURRENT SURVEY CONTROL
 AW4332  ___________________________________________________________________
 AW4332* NAD 83(1986)-  29 04 19.     (N)    095 46 37.     (W)     SCALED    
 AW4332* NAVD 88     -        11.68   (+/-2cm)      38.3    (feet)  VERTCON   
 AW4332  ___________________________________________________________________
 AW4332  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW4332
 AW4332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4332
 AW4332.The horizontal coordinates were scaled from a topographic map and have
 AW4332.an estimated accuracy of +/- 6 seconds.
 AW4332
 AW4332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4332.The vertical order pertains to the NGVD 29 superseded value.
 AW4332
 AW4332.The geoid height was determined by GEOID03.
 AW4332
 AW4332;                    North         East    Units  Estimated Accuracy
 AW4332;SPC TXSC     - 4,141,600.      913,750.      MT  (+/- 180 meters Scaled)
 AW4332
 AW4332                          SUPERSEDED SURVEY CONTROL
 AW4332
 AW4332  NGVD 29 (??/??/92)   11.702  (m)           38.39   (f) ADJ UNCH    2 0
 AW4332
 AW4332.Superseded values are not recommended for survey control.
 AW4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4332.See file dsdata.txt to determine how the superseded data were derived.
 AW4332
 AW4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN296191(NAD 83)
 AW4332_MARKER: DB = BENCH MARK DISK
 AW4332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4332_SP_SET: BRIDGE ABUTMENT
 AW4332_STAMPING: G 756 1943
 AW4332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4332+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4332
 AW4332  HISTORY     - Date     Condition        Report By
 AW4332  HISTORY     - 1943     MONUMENTED       CGS
 AW4332  HISTORY     - 20041118 GOOD             USPSQD
 AW4332
 AW4332                          STATION DESCRIPTION
 AW4332
 AW4332'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4332'9.7 MI SW FROM WEST COLUMBIA.
 AW4332'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4332'SOUTHWESTERLY 9.7 MILES ALONG STATE HIGHWAY NO. 35 TO A CONCRETE
 AW4332'BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE NORTHEAST
 AW4332'OF THE BRAZORIA-MATAGORDA COUNTY LINE.  IT IS 14.5 FEET SOUTHEAST OF
 AW4332'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 1.0
 AW4332'FOOT SOUTHEAST OF THE GUARD-RAIL AND IS SET HORIZONTALLY IN THE TOP
 AW4332'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF THE CONCRETE BRIDGE.
 AW4332
 AW4332                          STATION RECOVERY (2004)
 AW4332
 AW4332'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4099 ***********************************************************************
 AW4099  DESIGNATION -  G 757
 AW4099  PID         -  AW4099
 AW4099  STATE/COUNTY-  TX/BRAZORIA
 AW4099  USGS QUAD   -  ANGLETON (1974)
 AW4099
 AW4099                         *CURRENT SURVEY CONTROL
 AW4099  ___________________________________________________________________
 AW4099* NAD 83(1986)-  29 11 20.     (N)    095 29 17.     (W)     SCALED    
 AW4099* NAVD 88     -        10.24   (+/-2cm)      33.6    (feet)  VERTCON   
 AW4099  ___________________________________________________________________
 AW4099  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW4099
 AW4099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4099
 AW4099.The horizontal coordinates were scaled from a topographic map and have
 AW4099.an estimated accuracy of +/- 6 seconds.
 AW4099
 AW4099.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4099.The vertical order pertains to the NGVD 29 superseded value.
 AW4099
 AW4099.The geoid height was determined by GEOID03.
 AW4099
 AW4099;                    North         East    Units  Estimated Accuracy
 AW4099;SPC TXSC     - 4,155,360.      941,480.      MT  (+/- 180 meters Scaled)
 AW4099
 AW4099                          SUPERSEDED SURVEY CONTROL
 AW4099
 AW4099  NGVD 29 (??/??/92)   10.251  (m)           33.63   (f) ADJ UNCH    2 0
 AW4099
 AW4099.Superseded values are not recommended for survey control.
 AW4099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4099.See file dsdata.txt to determine how the superseded data were derived.
 AW4099
 AW4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN580314(NAD 83)
 AW4099_MARKER: DB = BENCH MARK DISK
 AW4099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4099_STAMPING: G 757 1943
 AW4099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4099+STABILITY: SURFACE MOTION
 AW4099
 AW4099  HISTORY     - Date     Condition        Report By
 AW4099  HISTORY     - 1943     MONUMENTED       CGS
 AW4099  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW4099  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4099  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW4099  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4099
 AW4099                          STATION DESCRIPTION
 AW4099
 AW4099'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4099'1.6 MI SW FROM ANCHOR.
 AW4099'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ANCHOR. PROCEED
 AW4099'SOUTHWESTERLY 1.6 MILES ALONG RAILROAD TO MILE POLE NO. 41-10 AND SITE
 AW4099'OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE NORTHEAST OF RAILROAD
 AW4099'TRESTLE NO. 41-9 OVER OYSTER CREEK, 30.0 FEET SOUTHEAST OF AND ABOUT
 AW4099'1.0 FOOT BELOW THE CENTERLINE OF THE TRACK, 25.0 FEET NORTHEAST OF A
 AW4099'TELEPHONE POLE, 20.0 FEET NORTHWEST OF THE CENTERLINE OF A DIRT ROAD
 AW4099'PARALLELING THE RAILROAD, 3.0 FEET SOUTHWEST OF A 4 BY 4 INCH WOODEN
 AW4099'MARKER POST AND DIRECTLY ACROSS RAILROAD TRACK FROM MILE POLE NO.
 AW4099'41-10.  MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4099
 AW4099                          STATION RECOVERY (1963)
 AW4099
 AW4099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4099'MARK NOT FOUND.
 AW4099
 AW4099                          STATION RECOVERY (1988)
 AW4099
 AW4099'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4099'MARK NOT FOUND.
 AW4099
 AW4099                          STATION RECOVERY (1997)
 AW4099
 AW4099'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4099'MARK NOT FOUND.
 AW4099
 AW4099                          STATION RECOVERY (2004)
 AW4099
 AW4099'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4305 ***********************************************************************
 AW4305  DESIGNATION -  G 758
 AW4305  PID         -  AW4305
 AW4305  STATE/COUNTY-  TX/WHARTON
 AW4305  USGS QUAD   -  PLEDGER (1980)
 AW4305
 AW4305                         *CURRENT SURVEY CONTROL
 AW4305  ___________________________________________________________________
 AW4305* NAD 83(1986)-  29 13 46.     (N)    095 55 05.     (W)     SCALED    
 AW4305* NAVD 88     -        22.42   (+/-2cm)      73.6    (feet)  VERTCON   
 AW4305  ___________________________________________________________________
 AW4305  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW4305
 AW4305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4305
 AW4305.The horizontal coordinates were scaled from a topographic map and have
 AW4305.an estimated accuracy of +/- 6 seconds.
 AW4305
 AW4305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4305.The vertical order pertains to the NGVD 29 superseded value.
 AW4305
 AW4305.The geoid height was determined by GEOID03.
 AW4305
 AW4305;                    North         East    Units  Estimated Accuracy
 AW4305;SPC TXSC     - 4,158,670.      899,560.      MT  (+/- 180 meters Scaled)
 AW4305
 AW4305                          SUPERSEDED SURVEY CONTROL
 AW4305
 AW4305  NGVD 29 (??/??/92)   22.43   (m)           73.6    (f) COMPUTED    2 0
 AW4305
 AW4305.Superseded values are not recommended for survey control.
 AW4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4305.See file dsdata.txt to determine how the superseded data were derived.
 AW4305
 AW4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN163369(NAD 83)
 AW4305_MARKER: DB = BENCH MARK DISK
 AW4305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4305_STAMPING: G 758 1943
 AW4305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4305+STABILITY: SURFACE MOTION
 AW4305
 AW4305  HISTORY     - Date     Condition        Report By
 AW4305  HISTORY     - 1943     MONUMENTED       CGS
 AW4305  HISTORY     - 1959     GOOD             NGS
 AW4305  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4305
 AW4305                          STATION DESCRIPTION
 AW4305
 AW4305'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4305'2.9 MI SE FROM BOLING.
 AW4305'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT BOLING--
 AW4305'PROCEED SOUTHEASTERLY 2.9 MILES ALONG CONCRETE ROAD PARALLELING THE
 AW4305'RAILROAD TO THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND SANTA FE
 AW4305'RAILROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 400.0 FEET
 AW4305'SOUTHWEST OF A STEEL WATER TANK (SANTA FE), 60.0 FEET SOUTH OF THE
 AW4305'CENTER OF THE CROSSING OF THE TWO RAILROADS, 49.0 FEET EAST OF THE
 AW4305'CENTER OF THE CROSSING OF THE CONCRETE ROAD AND THE SANTA FE TRACK,
 AW4305'30.0 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHERN PACIFIC TRACK,
 AW4305'5.0 FEET SOUTH OF A TELEGRAPH POLE THAT IS THE CROSSING OF TELEGRAPH
 AW4305'LINES AND 3.0 FEET NORTHWEST OF A 4 BY 4 INCH WOODEN MARKER POST.
 AW4305'MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.  NOTE--
 AW4305'(ALSO 3.4 MILES NORTH OF PLEDGER).
 AW4305
 AW4305                          STATION RECOVERY (1959)
 AW4305
 AW4305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW4305'RECOVERED IN GOOD CONDITION.
 AW4305
 AW4305                          STATION RECOVERY (1988)
 AW4305
 AW4305'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLL)
 AW4305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4202 ***********************************************************************
 AW4202  DESIGNATION -  G 759
 AW4202  PID         -  AW4202
 AW4202  STATE/COUNTY-  TX/WHARTON
 AW4202  USGS QUAD   -  PLEDGER (1980)
 AW4202
 AW4202                         *CURRENT SURVEY CONTROL
 AW4202  ___________________________________________________________________
 AW4202* NAD 83(1986)-  29 11 55.     (N)    095 57 54.     (W)     SCALED    
 AW4202* NAVD 88     -        22.16   (+/-2cm)      72.7    (feet)  VERTCON   
 AW4202  ___________________________________________________________________
 AW4202  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW4202
 AW4202  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4202
 AW4202.The horizontal coordinates were scaled from a topographic map and have
 AW4202.an estimated accuracy of +/- 6 seconds.
 AW4202
 AW4202.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4202.The vertical order pertains to the NGVD 29 superseded value.
 AW4202
 AW4202.The geoid height was determined by GEOID03.
 AW4202
 AW4202;                    North         East    Units  Estimated Accuracy
 AW4202;SPC TXSC     - 4,155,140.      895,090.      MT  (+/- 180 meters Scaled)
 AW4202
 AW4202                          SUPERSEDED SURVEY CONTROL
 AW4202
 AW4202  NGVD 29 (??/??/92)   22.17   (m)           72.7    (f) COMPUTED    2 0
 AW4202
 AW4202.Superseded values are not recommended for survey control.
 AW4202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4202.See file dsdata.txt to determine how the superseded data were derived.
 AW4202
 AW4202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN116336(NAD 83)
 AW4202_MARKER: DB = BENCH MARK DISK
 AW4202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4202_STAMPING: G 759 1943
 AW4202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4202+STABILITY: SURFACE MOTION
 AW4202
 AW4202  HISTORY     - Date     Condition        Report By
 AW4202  HISTORY     - 1943     MONUMENTED       CGS
 AW4202
 AW4202                          STATION DESCRIPTION
 AW4202
 AW4202'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4202'3.0 MI NE FROM CANE JUNCTION.
 AW4202'TO REACH FROM CANE JUNCTION ON THE SANTA FE RAILROAD.  PROCEED
 AW4202'NORTHEASTERLY 3.0 MILES ALONG RAILROAD TO MILE POST NO. 3 AND SITE OF
 AW4202'BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE NORTHEAST OF A WAGON-ROAD
 AW4202'CROSSING, 110.0 FEET NORTH OF MILE POST NO. 3, 48.0 FEET NORTHWEST OF
 AW4202'AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE TRACK, 35.0 FEET NORTH
 AW4202'OF THE NORTHWEST END OF CULVERT NO. 3-A, 3.0 FEET SOUTHWEST OF A 4 BY
 AW4202'4 INCH WOODEN MARKER POST AND 2.0 FEET SOUTHEAST OF RIGHT-OF-WAY
 AW4202'FENCE.  MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0602 ***********************************************************************
 CA0602  DESIGNATION -  G 76
 CA0602  PID         -  CA0602
 CA0602  STATE/COUNTY-  TX/CONCHO
 CA0602  USGS QUAD   -  CALLAN (1970)
 CA0602
 CA0602                         *CURRENT SURVEY CONTROL
 CA0602  ___________________________________________________________________
 CA0602* NAD 83(1986)-  31 07 04.     (N)    099 38 27.     (W)     SCALED    
 CA0602* NAVD 88     -       580.984  (meters)    1906.11   (feet)  POSTED    
 CA0602  ___________________________________________________________________
 CA0602  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CA0602  DYNAMIC HT  -         580.190 (meters)    1903.51  (feet)  COMP
 CA0602  MODELED GRAV-     979,254.9   (mgal)                       NAVD 88
 CA0602
 CA0602  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0602
 CA0602.The horizontal coordinates were scaled from a topographic map and have
 CA0602.an estimated accuracy of +/- 6 seconds.
 CA0602
 CA0602.The orthometric height was determined by differential leveling
 CA0602.and adjusted by the National Geodetic Survey in 1992..
 CA0602.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0602.rate of 0.0 thru 1.0 mm/km.
 CA0602
 CA0602.The geoid height was determined by GEOID03.
 CA0602
 CA0602.The dynamic height is computed by dividing the NAVD 88
 CA0602.geopotential number by the normal gravity value computed on the
 CA0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0602.degrees latitude (g = 980.6199 gals.).
 CA0602
 CA0602.The modeled gravity was interpolated from observed gravity values.
 CA0602
 CA0602;                    North         East    Units  Estimated Accuracy
 CA0602;SPC TX C     - 3,161,070.      766,050.      MT  (+/- 180 meters Scaled)
 CA0602
 CA0602                          SUPERSEDED SURVEY CONTROL
 CA0602
 CA0602  NGVD 29 (??/??/92)  580.905  (m)         1905.85   (f) ADJ UNCH    1 2
 CA0602
 CA0602.Superseded values are not recommended for survey control.
 CA0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0602.See file dsdata.txt to determine how the superseded data were derived.
 CA0602
 CA0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV388428(NAD 83)
 CA0602_MARKER: DB = BENCH MARK DISK
 CA0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0602_STAMPING: 1905.852 G 76 1931
 CA0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0602+STABILITY: SURFACE MOTION
 CA0602
 CA0602  HISTORY     - Date     Condition        Report By
 CA0602  HISTORY     - 1931     MONUMENTED       CGS
 CA0602  HISTORY     - 1970     MARK NOT FOUND   USGS
 CA0602
 CA0602                          STATION DESCRIPTION
 CA0602
 CA0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0602'1.5 MI SW FROM LIGHTNER.
 CA0602'1.5 MILES SOUTHWEST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 CA0602'(NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 CA0602'LIGHTNER, CONCHO COUNTY, 3/4 POLE NORTH OF MILEPOST 944, 60 FEET EAST
 CA0602'OF THE BANK OF A CREEK, AND 43 FEET WEST OF THE TRACK.  A STANDARD
 CA0602'DISK, STAMPED 1905.852 G 76 1931 AND SET IN THE TOP OF A CONCRETE POST
 CA0602'PROJECTING 4 INCHES ABOVE GROUND.
 CA0602
 CA0602                          STATION RECOVERY (1970)
 CA0602
 CA0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CA0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0189 ***********************************************************************
 AM0189  DESIGNATION -  G 761
 AM0189  PID         -  AM0189
 AM0189  STATE/COUNTY-  TX/MATAGORDA
 AM0189  USGS QUAD   -  BAY CITY (1972)
 AM0189
 AM0189                         *CURRENT SURVEY CONTROL
 AM0189  ___________________________________________________________________
 AM0189* NAD 83(1986)-  28 57 29.     (N)    095 59 23.     (W)     SCALED    
 AM0189* NAVD 88     -        14.53   (+/-2cm)      47.7    (feet)  VERTCON   
 AM0189  ___________________________________________________________________
 AM0189  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AM0189
 AM0189  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0189
 AM0189.The horizontal coordinates were scaled from a topographic map and have
 AM0189.an estimated accuracy of +/- 6 seconds.
 AM0189
 AM0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0189.The vertical order pertains to the NGVD 29 superseded value.
 AM0189
 AM0189.The geoid height was determined by GEOID03.
 AM0189
 AM0189;                    North         East    Units  Estimated Accuracy
 AM0189;SPC TXSC     - 4,128,430.      893,370.      MT  (+/- 180 meters Scaled)
 AM0189
 AM0189                          SUPERSEDED SURVEY CONTROL
 AM0189
 AM0189  NGVD 29 (??/??/92)   14.560  (m)           47.77   (f) ADJ UNCH    1 1
 AM0189
 AM0189.Superseded values are not recommended for survey control.
 AM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0189.See file dsdata.txt to determine how the superseded data were derived.
 AM0189
 AM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN086070(NAD 83)
 AM0189_MARKER: DB = BENCH MARK DISK
 AM0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0189_STAMPING: G 761 1942
 AM0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0189+STABILITY: SURFACE MOTION
 AM0189
 AM0189  HISTORY     - Date     Condition        Report By
 AM0189  HISTORY     - 1942     MONUMENTED       CGS
 AM0189  HISTORY     - 1972     GOOD             NGS
 AM0189
 AM0189                          STATION DESCRIPTION
 AM0189
 AM0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0189'2.2 MI SW FROM BAY CITY.
 AM0189'2.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AM0189'STATION AT BAY CITY, 7 POLES SOUTH OF MILEPOLE 282, 7 1/2 POLES SOUTH
 AM0189'OF THE CROSSING OF THOMPSON DRIVE, AT THE CROSSING OF AN ABANDONED
 AM0189'ROAD, 28.8 FEET EAST OF THE EAST RAIL, 72 1/2 FEET EAST AND ACROSS THE
 AM0189'TRACK FROM THE SEVENTH POLE SOUTH OF THE MILEPOLE, 34 1/2 FEET
 AM0189'EAST-SOUTHEAST OF THE CENTER OF THE CROSSING, 1.0 FOOT WEST OF THE
 AM0189'SOUTH ONE OF TWO RAILROAD-TIE FENCE POST, 1.5 FEET WEST OF A FENCE,
 AM0189'1.7 FEET EAST OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE
 AM0189'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AM0189'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0360 ***********************************************************************
 AX0360  DESIGNATION -  G 762
 AX0360  PID         -  AX0360
 AX0360  STATE/COUNTY-  TX/JACKSON
 AX0360  USGS QUAD   -  LOUISE (1981)
 AX0360
 AX0360                         *CURRENT SURVEY CONTROL
 AX0360  ___________________________________________________________________
 AX0360* NAD 83(1986)-  29 03 55.     (N)    096 28 39.     (W)     SCALED    
 AX0360* NAVD 88     -        20.83   (+/-2cm)      68.3    (feet)  VERTCON   
 AX0360  ___________________________________________________________________
 AX0360  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0360
 AX0360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0360
 AX0360.The horizontal coordinates were scaled from a topographic map and have
 AX0360.an estimated accuracy of +/- 6 seconds.
 AX0360
 AX0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0360.The vertical order pertains to the NGVD 29 superseded value.
 AX0360
 AX0360.The geoid height was determined by GEOID03.
 AX0360
 AX0360;                    North         East    Units  Estimated Accuracy
 AX0360;SPC TXSC     - 4,139,180.      845,590.      MT  (+/- 180 meters Scaled)
 AX0360
 AX0360                          SUPERSEDED SURVEY CONTROL
 AX0360
 AX0360  NGVD 29 (??/??/92)   20.837  (m)           68.36   (f) ADJ UNCH    2 0
 AX0360
 AX0360.Superseded values are not recommended for survey control.
 AX0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0360.See file dsdata.txt to determine how the superseded data were derived.
 AX0360
 AX0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT455178(NAD 83)
 AX0360_MARKER: DB = BENCH MARK DISK
 AX0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0360_SP_SET: BRIDGE
 AX0360_STAMPING: G 762 1943
 AX0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0360
 AX0360  HISTORY     - Date     Condition        Report By
 AX0360  HISTORY     - 1943     MONUMENTED       CGS
 AX0360  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0360  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0360  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0360
 AX0360                          STATION DESCRIPTION
 AX0360
 AX0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0360'2.7 MI NE FROM GANADO.
 AX0360'2.7 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0360'STATION AT GANADO, JACKSON COUNTY, 0.3 MILE SOUTHWEST OF MILEPOST 54,
 AX0360'OPPOSITE RAILROAD BRIDGE NO. 54.31, AT A CONCRETE BRIDGE ON U.S.
 AX0360'HIGHWAY 59, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT,
 AX0360'12 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND LEVEL WITH
 AX0360'THE HIGHWAY.  A STANDARD DISK, STAMPED G 762 1943.
 AX0360
 AX0360                          STATION RECOVERY (1972)
 AX0360
 AX0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AX0360'MARK NOT FOUND.
 AX0360
 AX0360                          STATION RECOVERY (1987)
 AX0360
 AX0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0360'NOT RECOVERED.
 AX0360
 AX0360                          STATION RECOVERY (1998)
 AX0360
 AX0360'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0952 ***********************************************************************
 AJ0952  DESIGNATION -  G 764
 AJ0952  PID         -  AJ0952
 AJ0952  STATE/COUNTY-  TX/ZAPATA
 AJ0952  USGS QUAD   -  ESCOBAS (1980)
 AJ0952
 AJ0952                         *CURRENT SURVEY CONTROL
 AJ0952  ___________________________________________________________________
 AJ0952* NAD 83(1986)-  27 02 58.     (N)    099 03 17.     (W)     SCALED    
 AJ0952* NAVD 88     -       148.561  (meters)     487.40   (feet)  ADJUSTED  
 AJ0952  ___________________________________________________________________
 AJ0952  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AJ0952  DYNAMIC HT  -         148.322 (meters)     486.62  (feet)  COMP
 AJ0952  MODELED GRAV-     979,030.2   (mgal)                       NAVD 88
 AJ0952
 AJ0952  VERT ORDER  -  SECOND    CLASS 0
 AJ0952
 AJ0952.The horizontal coordinates were scaled from a topographic map and have
 AJ0952.an estimated accuracy of +/- 6 seconds.
 AJ0952
 AJ0952.The orthometric height was determined by differential leveling
 AJ0952.and adjusted by the National Geodetic Survey in June 1991..
 AJ0952
 AJ0952.The geoid height was determined by GEOID03.
 AJ0952
 AJ0952.The dynamic height is computed by dividing the NAVD 88
 AJ0952.geopotential number by the normal gravity value computed on the
 AJ0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0952.degrees latitude (g = 980.6199 gals.).
 AJ0952
 AJ0952.The modeled gravity was interpolated from observed gravity values.
 AJ0952
 AJ0952;                    North         East    Units  Estimated Accuracy
 AJ0952;SPC TX S     - 5,153,320.      244,970.      MT  (+/- 180 meters Scaled)
 AJ0952
 AJ0952                          SUPERSEDED SURVEY CONTROL
 AJ0952
 AJ0952  NGVD 29 (??/??/92)  148.590  (m)          487.50   (f) ADJ UNCH    2 0
 AJ0952
 AJ0952.Superseded values are not recommended for survey control.
 AJ0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0952.See file dsdata.txt to determine how the superseded data were derived.
 AJ0952
 AJ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ945919(NAD 83)
 AJ0952_MARKER: DB = BENCH MARK DISK
 AJ0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0952_STAMPING: G 764 1934
 AJ0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0952+STABILITY: SURFACE MOTION
 AJ0952
 AJ0952  HISTORY     - Date     Condition        Report By
 AJ0952  HISTORY     - 1943     MONUMENTED       CGS
 AJ0952  HISTORY     - 1975     GOOD             USGS
 AJ0952
 AJ0952                          STATION DESCRIPTION
 AJ0952
 AJ0952'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0952'16.9 MI NE FROM ZAPATA.
 AJ0952'FROM THE JUNCTION OF U.S. 83 AND TEXAS HIGHWAY 16 IN ZAPATA PROCEED
 AJ0952'NORTHEAST ALONG TEX. 16 FOR 16.9 MI. TO A T-FENCE NORTH, 4.7 MI. NE OF
 AJ0952'BUSTAMANTE, THENCE TURN NORTH AT T-FENCE PASSING THRU OLD GATE JUST TO
 AJ0952'RIGHT OF FENCE FOR 0.6 MI. TO FENCE CORNER, THENCE RIGHT, EAST ALONG
 AJ0952'FENCE 0.3 MI. TO BM ON LEFT.  BM IS 2 FT. NORTH OF THE FENCE AND 17
 AJ0952'FT. SW OF THE CENTER OF A GATE, A STANDARD TABLET IN CONCRETE POST
 AJ0952'PROJECTING 0.4 FT, STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0497 ***********************************************************************
 BM0497  DESIGNATION -  G 765
 BM0497  PID         -  BM0497
 BM0497  STATE/COUNTY-  TX/BASTROP
 BM0497  USGS QUAD   -  SMITHVILLE (1982)
 BM0497
 BM0497                         *CURRENT SURVEY CONTROL
 BM0497  ___________________________________________________________________
 BM0497* NAD 83(1986)-  30 00 07.     (N)    097 09 02.     (W)     SCALED    
 BM0497* NAVD 88     -        97.440  (meters)     319.68   (feet)  ADJUSTED  
 BM0497  ___________________________________________________________________
 BM0497  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BM0497  DYNAMIC HT  -          97.309 (meters)     319.25  (feet)  COMP
 BM0497  MODELED GRAV-     979,298.9   (mgal)                       NAVD 88
 BM0497
 BM0497  VERT ORDER  -  FIRST     CLASS I
 BM0497
 BM0497.The horizontal coordinates were scaled from a topographic map and have
 BM0497.an estimated accuracy of +/- 6 seconds.
 BM0497
 BM0497.The orthometric height was determined by differential leveling
 BM0497.and adjusted by the National Geodetic Survey in June 1991..
 BM0497.WARNING-Repeat measurements at this control monument indicate possible
 BM0497.vertical movement.
 BM0497
 BM0497.The geoid height was determined by GEOID03.
 BM0497
 BM0497.The dynamic height is computed by dividing the NAVD 88
 BM0497.geopotential number by the normal gravity value computed on the
 BM0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0497.degrees latitude (g = 980.6199 gals.).
 BM0497
 BM0497.The modeled gravity was interpolated from observed gravity values.
 BM0497
 BM0497;                    North         East    Units  Estimated Accuracy
 BM0497;SPC TX C     - 3,041,560.    1,007,060.      MT  (+/- 180 meters Scaled)
 BM0497
 BM0497                          SUPERSEDED SURVEY CONTROL
 BM0497
 BM0497  NGVD 29 (??/??/92)   97.390  (m)          319.52   (f) ADJ UNCH    1 1
 BM0497
 BM0497.Superseded values are not recommended for survey control.
 BM0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0497.See file dsdata.txt to determine how the superseded data were derived.
 BM0497
 BM0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU783204(NAD 83)
 BM0497_MARKER: DB = BENCH MARK DISK
 BM0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0497_STAMPING: G 765 1943
 BM0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0497+STABILITY: SURFACE MOTION
 BM0497
 BM0497  HISTORY     - Date     Condition        Report By
 BM0497  HISTORY     - 1943     MONUMENTED       CGS
 BM0497  HISTORY     - 1973     GOOD             NGS
 BM0497  HISTORY     - 1978     GOOD             NGS
 BM0497
 BM0497                          STATION DESCRIPTION
 BM0497
 BM0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0497'0.95 MI SE FROM SMITHVILLE.
 BM0497'0.25 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT SMITHVILLE,
 BM0497'THENCE 0.7 MILE SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD,
 BM0497'0.15 MILE NORTHWEST OF THE CROSSING OF MILLER AND MARBURGER STREETS, 3
 BM0497'1/2 FEET WEST OF THE 2ND POLE SOUTHEAST OF MILE POLE 970, 26.6 FEET
 BM0497'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 22.0 FEET SOUTHWEST
 BM0497'OF A FENCE CORNER POST, 1.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT 3
 BM0497'FEET LOWER THAN THE TRACK, SET IN THE TOP OF A CONCRETE POST
 BM0497'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BM0497
 BM0497                          STATION RECOVERY (1978)
 BM0497
 BM0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0042 ***********************************************************************
 AX0042  DESIGNATION -  G 767
 AX0042  PID         -  AX0042
 AX0042  STATE/COUNTY-  TX/AUSTIN
 AX0042  USGS QUAD   -  CAT SPRING (1981)
 AX0042
 AX0042                         *CURRENT SURVEY CONTROL
 AX0042  ___________________________________________________________________
 AX0042* NAD 83(1986)-  29 51 18.     (N)    096 21 39.     (W)     SCALED    
 AX0042* NAVD 88     -        88.401  (meters)     290.03   (feet)  ADJUSTED  
 AX0042  ___________________________________________________________________
 AX0042  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX0042  DYNAMIC HT  -          88.280 (meters)     289.63  (feet)  COMP
 AX0042  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 AX0042
 AX0042  VERT ORDER  -  FIRST     CLASS I
 AX0042
 AX0042.The horizontal coordinates were scaled from a topographic map and have
 AX0042.an estimated accuracy of +/- 6 seconds.
 AX0042
 AX0042.The orthometric height was determined by differential leveling
 AX0042.and adjusted by the National Geodetic Survey in June 1991..
 AX0042
 AX0042.The geoid height was determined by GEOID03.
 AX0042
 AX0042.The dynamic height is computed by dividing the NAVD 88
 AX0042.geopotential number by the normal gravity value computed on the
 AX0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0042.degrees latitude (g = 980.6199 gals.).
 AX0042
 AX0042.The modeled gravity was interpolated from observed gravity values.
 AX0042
 AX0042;                    North         East    Units  Estimated Accuracy
 AX0042;SPC TXSC     - 4,226,930.      854,970.      MT  (+/- 180 meters Scaled)
 AX0042
 AX0042                          SUPERSEDED SURVEY CONTROL
 AX0042
 AX0042  NGVD 29 (12/23/87)   88.371  (m)          289.93   (f) ADJUSTED    1 1
 AX0042
 AX0042.Superseded values are not recommended for survey control.
 AX0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0042.See file dsdata.txt to determine how the superseded data were derived.
 AX0042
 AX0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU549056(NAD 83)
 AX0042_MARKER: DB = BENCH MARK DISK
 AX0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0042_SP_SET: CONCRETE POST
 AX0042_STAMPING: G 767 1943
 AX0042_MARK LOGO: CGS   
 AX0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0042+STABILITY: SURFACE MOTION
 AX0042
 AX0042  HISTORY     - Date     Condition        Report By
 AX0042  HISTORY     - 1943     MONUMENTED       CGS
 AX0042  HISTORY     - 1973     GOOD             NGS
 AX0042  HISTORY     - 1976     GOOD             NGS
 AX0042  HISTORY     - 1976     GOOD             NGS
 AX0042  HISTORY     - 1978     GOOD             NGS
 AX0042  HISTORY     - 1987     GOOD             NGS
 AX0042
 AX0042                          STATION DESCRIPTION
 AX0042
 AX0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0042'2.25 MI W FROM CAT SPRING.
 AX0042'2.25 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0042'CROSSING OF FARM ROAD 949 AT CAT SPRING, 0.2 MILE WEST OF A PRIVATE
 AX0042'ROAD CROSSING, 4 1/2 POLES WEST AND ACROSS THE TRACK FROM MILE POLE
 AX0042'1022, 366 FEET WEST OF THE WEST END OF A WOODEN TRESTLE OVER CREEK,
 AX0042'46.2 FEET SOUTH OF THE SOUTH RAIL, 3 FEET SOUTH OF TELEPHONE POLE, 1.0
 AX0042'FEET NORTH OF A FENCE LINE, 1.4 FEET WEST OF A WITNESS POST, ABOUT 4
 AX0042'FEET LOWER THAN THE TRACK, SET IN THE TOP OF A CONCRETE POST
 AX0042'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AX0042
 AX0042                          STATION RECOVERY (1976)
 AX0042
 AX0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0042'RECOVERED IN GOOD CONDITION.
 AX0042
 AX0042                          STATION RECOVERY (1976)
 AX0042
 AX0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0042'RECOVERED IN GOOD CONDITION.
 AX0042
 AX0042                          STATION RECOVERY (1978)
 AX0042
 AX0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0042'RECOVERED IN GOOD CONDITION.
 AX0042
 AX0042                          STATION RECOVERY (1987)
 AX0042
 AX0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0122 ***********************************************************************
 AW0122  DESIGNATION -  G 768
 AW0122  PID         -  AW0122
 AW0122  STATE/COUNTY-  TX/WALLER
 AW0122  USGS QUAD   -  BROOKSHIRE (1980)
 AW0122
 AW0122                         *CURRENT SURVEY CONTROL
 AW0122  ___________________________________________________________________
 AW0122* NAD 83(1986)-  29 47 10.     (N)    095 58 12.     (W)     SCALED    
 AW0122* NAVD 88     -        49.075  (meters)     161.01   (feet)  ADJUSTED  
 AW0122  ___________________________________________________________________
 AW0122  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW0122  DYNAMIC HT  -          49.008 (meters)     160.79  (feet)  COMP
 AW0122  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 AW0122  OBS GRAVITY -     979,271.1   (mgal)                       GRAV_OBS
 AW0122
 AW0122  VERT ORDER  -  FIRST     CLASS I
 AW0122
 AW0122.The horizontal coordinates were scaled from a topographic map and have
 AW0122.an estimated accuracy of +/- 6 seconds.
 AW0122
 AW0122.The orthometric height was determined by differential leveling
 AW0122.and adjusted by the National Geodetic Survey in June 1991..
 AW0122
 AW0122.The geoid height was determined by GEOID03.
 AW0122
 AW0122.The dynamic height is computed by dividing the NAVD 88
 AW0122.geopotential number by the normal gravity value computed on the
 AW0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0122.degrees latitude (g = 980.6199 gals.).
 AW0122
 AW0122.The modeled gravity was interpolated from observed gravity values.
 AW0122.The observed gravity was obtained from relative gravimeter ties
 AW0122.to the IGSN71 gravity network.
 AW0122
 AW0122;                    North         East    Units  Estimated Accuracy
 AW0122;SPC TXSC     - 4,220,220.      892,920.      MT  (+/- 180 meters Scaled)
 AW0122
 AW0122                          SUPERSEDED SURVEY CONTROL
 AW0122
 AW0122  NGVD 29 (12/23/87)   49.058  (m)          160.95   (f) ADJUSTED    1 1
 AW0122
 AW0122.Superseded values are not recommended for survey control.
 AW0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0122.See file dsdata.txt to determine how the superseded data were derived.
 AW0122
 AW0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN128987(NAD 83)
 AW0122_MARKER: DB = BENCH MARK DISK
 AW0122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0122_SP_SET: CULVERT HEADWALL
 AW0122_STAMPING: G 768 1943
 AW0122_MARK LOGO: CGS   
 AW0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0122+STABILITY: SURFACE MOTION
 AW0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0122+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 AW0122
 AW0122  HISTORY     - Date     Condition        Report By
 AW0122  HISTORY     - 1943     MONUMENTED       CGS
 AW0122  HISTORY     - 1973     GOOD             NGS
 AW0122  HISTORY     - 1976     GOOD             NGS
 AW0122  HISTORY     - 1978     GOOD             NGS
 AW0122  HISTORY     - 1986     GOOD             NGS
 AW0122  HISTORY     - 1990     POOR             USPSQD
 AW0122  HISTORY     - 20041012 GOOD             USPSQD
 AW0122
 AW0122                          STATION DESCRIPTION
 AW0122
 AW0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0122'1.0 MI W FROM BROOKSHIRE.
 AW0122'ABOUT 1 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0122'STATION AT BROOKSHIRE, ABOUT 3 POLES WEST OF MILE POST 1047, 9.6 FEET
 AW0122'SOUTH OF THE SOUTH RAIL, 124 1/2 FEET NORTH OF THE CENTER LINE OF U.
 AW0122'S. HIGHWAY 90, 222 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING
 AW0122'NORTHWEST TO A HOUSE, SET IN THE TOP OF THE EAST END OF THE SOUTH
 AW0122'HEADWALL OF A 5-FOOT BOX CONCRETE CULVERT UNDER THE TRACK, AND ABOUT 2
 AW0122'FEET BELOW THE LEVEL OF THE TRACK.
 AW0122
 AW0122                          STATION RECOVERY (1976)
 AW0122
 AW0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0122'RECOVERED IN GOOD CONDITION.
 AW0122
 AW0122                          STATION RECOVERY (1978)
 AW0122
 AW0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0122'RECOVERED IN GOOD CONDITION.
 AW0122
 AW0122                          STATION RECOVERY (1986)
 AW0122
 AW0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0122'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW0122'ADD--1.9 KM (1.15 MI) WEST ALONG US HIGHWAY 90 FROM THE JUNCTION OF FM
 AW0122'ROAD 359 IN BROOKSHIRE.
 AW0122
 AW0122                          STATION RECOVERY (1990)
 AW0122
 AW0122'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0122'MARK RECOVERED IN POOR CONDITION.
 AW0122
 AW0122                          STATION RECOVERY (2004)
 AW0122
 AW0122'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0122'BLADE SCRATCHES ACROSS THE FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4559 ***********************************************************************
 AW4559  DESIGNATION -  G 769
 AW4559  PID         -  AW4559
 AW4559  STATE/COUNTY-  TX/HARRIS
 AW4559  USGS QUAD   -  ALIEF (1995)
 AW4559
 AW4559                         *CURRENT SURVEY CONTROL
 AW4559  ___________________________________________________________________
 AW4559* NAD 83(1986)-  29 44 13.     (N)    095 31 30.     (W)     SCALED    
 AW4559* NAVD 88     -        21.81   (+/-2cm)      71.6    (feet)  VERTCON   
 AW4559  ___________________________________________________________________
 AW4559  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW4559
 AW4559  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4559
 AW4559.The horizontal coordinates were scaled from a topographic map and have
 AW4559.an estimated accuracy of +/- 6 seconds.
 AW4559
 AW4559.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4559.The vertical order pertains to the NGVD 29 superseded value.
 AW4559
 AW4559.The geoid height was determined by GEOID03.
 AW4559
 AW4559;                    North         East    Units  Estimated Accuracy
 AW4559;SPC TXSC     - 4,215,970.      936,080.      MT  (+/- 180 meters Scaled)
 AW4559
 AW4559                          SUPERSEDED SURVEY CONTROL
 AW4559
 AW4559  NGVD 29 (??/??/92)   21.805  (m)           71.54   (f) ADJ UNCH    2 0
 AW4559
 AW4559.Superseded values are not recommended for survey control.
 AW4559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4559.See file dsdata.txt to determine how the superseded data were derived.
 AW4559
 AW4559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN557923(NAD 83)
 AW4559_MARKER: DB = BENCH MARK DISK
 AW4559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4559_SP_SET: CULVERT
 AW4559_STAMPING: G 769 1943
 AW4559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4559
 AW4559  HISTORY     - Date     Condition        Report By
 AW4559  HISTORY     - 1943     MONUMENTED       CGS
 AW4559  HISTORY     - 1954     MARK NOT FOUND   USGS
 AW4559  HISTORY     - 19931112 MARK NOT FOUND   USPSQD
 AW4559
 AW4559                          STATION DESCRIPTION
 AW4559
 AW4559'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4559'5.6 MI NW FROM BELLAIRE.
 AW4559'TO REACH FROM THE POST OFFICE AT BELLAIRE.  PROCEED 2.15 MILES
 AW4559'NORTHERLY ALONG RICE AVENUE TO THE WESTHEIMER ROAD INTERSECTION,
 AW4559'THENCE 3.45 MILES WESTERLY ALONG THE WESTHEIMER ROAD TO THE
 AW4559'JEANETTA-PINEY POINT ROAD INTERSECTION LEADING SOUTH AND TO SITE OF
 AW4559'BENCH MARK.  BENCH MARK IS ABOUT 45.0 FEET NORTHEAST OF THE NORTHEAST
 AW4559'CORNER OF A CHURCH HOUSE, AND 33.5 FEET SOUTH OF THE CENTERLINE OF THE
 AW4559'WESTHEIMER ROAD.  IT IS 15.0 FEET WEST OF AND ABOUT THE SAME ELEVATION
 AW4559'AS THE CENTERLINE OF THE JEANETTA-PINEY POINT ROAD, AND SET
 AW4559'HORIZONTALLY IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 AW4559'CULVERT.  NOTE-- BENCH MARK IS ALSO 1.35 MILES NORTH OF JEANETTA.
 AW4559
 AW4559                          STATION RECOVERY (1954)
 AW4559
 AW4559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AW4559'MARK NOT FOUND.
 AW4559
 AW4559                          STATION RECOVERY (1993)
 AW4559
 AW4559'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0384 ***********************************************************************
 BN0384  DESIGNATION -  G 77
 BN0384  PID         -  BN0384
 BN0384  STATE/COUNTY-  TX/MENARD
 BN0384  USGS QUAD   -  JULIO DRAW (1970)
 BN0384
 BN0384                         *CURRENT SURVEY CONTROL
 BN0384  ___________________________________________________________________
 BN0384* NAD 83(1986)-  30 43 39.     (N)    099 51 15.     (W)     SCALED    
 BN0384* NAVD 88     -       703.411  (meters)    2307.77   (feet)  POSTED    
 BN0384  ___________________________________________________________________
 BN0384  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 BN0384  DYNAMIC HT  -         702.410 (meters)    2304.49  (feet)  COMP
 BN0384  MODELED GRAV-     979,201.4   (mgal)                       NAVD 88
 BN0384
 BN0384  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0384
 BN0384.The horizontal coordinates were scaled from a topographic map and have
 BN0384.an estimated accuracy of +/- 6 seconds.
 BN0384
 BN0384.The orthometric height was determined by differential leveling
 BN0384.and adjusted by the National Geodetic Survey in 1992..
 BN0384.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0384.rate of 0.0 thru 1.0 mm/km.
 BN0384
 BN0384.The geoid height was determined by GEOID03.
 BN0384
 BN0384.The dynamic height is computed by dividing the NAVD 88
 BN0384.geopotential number by the normal gravity value computed on the
 BN0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0384.degrees latitude (g = 980.6199 gals.).
 BN0384
 BN0384.The modeled gravity was interpolated from observed gravity values.
 BN0384
 BN0384;                    North         East    Units  Estimated Accuracy
 BN0384;SPC TX C     - 3,117,700.      745,890.      MT  (+/- 180 meters Scaled)
 BN0384
 BN0384                          SUPERSEDED SURVEY CONTROL
 BN0384
 BN0384  NGVD 29 (??/??/92)  703.342  (m)         2307.55   (f) ADJ UNCH    1 2
 BN0384
 BN0384.Superseded values are not recommended for survey control.
 BN0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0384.See file dsdata.txt to determine how the superseded data were derived.
 BN0384
 BN0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU182997(NAD 83)
 BN0384_MARKER: DB = BENCH MARK DISK
 BN0384_SETTING: 66 = SET IN ROCK OUTCROP
 BN0384_SP_SET: BEDROCK
 BN0384_STAMPING: 2307.548 G 77 1931
 BN0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0384+STABILITY: POSITION/ELEVATION WELL
 BN0384
 BN0384  HISTORY     - Date     Condition        Report By
 BN0384  HISTORY     - 1931     MONUMENTED       CGS
 BN0384  HISTORY     - 1970     GOOD             USGS
 BN0384  HISTORY     - 19981226 MARK NOT FOUND   USPSQD
 BN0384
 BN0384                          STATION DESCRIPTION
 BN0384
 BN0384'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BN0384'15.6 MI S FROM MENARD.
 BN0384'15.6 MILES SOUTH ALONG FM 2291 FROM MENARD, MENARD COUNTY AT THE TOP
 BN0384'OF A HILL, 200 FT. SW OF AN AT AND T MICROWAVE TOWER, 45 FT. W OF THE
 BN0384'HIGHWAY AND 30 FT E. OF A FENCE CORNER, IN BEDROCK, FLUSH WITH THE
 BN0384'GROUND.  A STANDARD TABLET STAMPED 2307.548 G 77 1931.
 BN0384
 BN0384                          STATION RECOVERY (1998)
 BN0384
 BN0384'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0731 ***********************************************************************
 AE0731  DESIGNATION -  G 770
 AE0731  PID         -  AE0731
 AE0731  STATE/COUNTY-  TX/STARR
 AE0731  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0731
 AE0731                         *CURRENT SURVEY CONTROL
 AE0731  ___________________________________________________________________
 AE0731* NAD 83(1986)-  26 29 55.     (N)    098 55 39.     (W)     SCALED    
 AE0731* NAVD 88     -       114.747  (meters)     376.47   (feet)  ADJUSTED  
 AE0731  ___________________________________________________________________
 AE0731  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AE0731  DYNAMIC HT  -         114.558 (meters)     375.85  (feet)  COMP
 AE0731  MODELED GRAV-     979,000.3   (mgal)                       NAVD 88
 AE0731
 AE0731  VERT ORDER  -  SECOND    CLASS 0
 AE0731
 AE0731.The horizontal coordinates were scaled from a topographic map and have
 AE0731.an estimated accuracy of +/- 6 seconds.
 AE0731
 AE0731.The orthometric height was determined by differential leveling
 AE0731.and adjusted by the National Geodetic Survey in June 1991..
 AE0731
 AE0731.The geoid height was determined by GEOID03.
 AE0731
 AE0731.The dynamic height is computed by dividing the NAVD 88
 AE0731.geopotential number by the normal gravity value computed on the
 AE0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0731.degrees latitude (g = 980.6199 gals.).
 AE0731
 AE0731.The modeled gravity was interpolated from observed gravity values.
 AE0731
 AE0731;                    North         East    Units  Estimated Accuracy
 AE0731;SPC TX S     - 5,092,250.      257,390.      MT  (+/- 180 meters Scaled)
 AE0731
 AE0731                          SUPERSEDED SURVEY CONTROL
 AE0731
 AE0731  NGVD 29 (??/??/92)  114.800  (m)          376.64   (f) ADJ UNCH    2 0
 AE0731
 AE0731.Superseded values are not recommended for survey control.
 AE0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0731.See file dsdata.txt to determine how the superseded data were derived.
 AE0731
 AE0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ072309(NAD 83)
 AE0731_MARKER: DB = BENCH MARK DISK
 AE0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0731_STAMPING: G 770 1942
 AE0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0731+STABILITY: SURFACE MOTION
 AE0731
 AE0731  HISTORY     - Date     Condition        Report By
 AE0731  HISTORY     - 1942     MONUMENTED       CGS
 AE0731
 AE0731                          STATION DESCRIPTION
 AE0731
 AE0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0731'6.8 MI N FROM GARCENO.
 AE0731'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND THE HEBBRONVILLE
 AE0731'ROAD AT GARCENO, PROCEED 6.8 MILES NORTHERLY ALONG THE HEBBRONVILLE
 AE0731'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.05 MILE SOUTH OF THE EAST
 AE0731'HEADWALL OF A 1.5 FOOT PIPE CULVERT UNDER THE ROAD. IT IS 225.0 FEET
 AE0731'NORTH OF A CATTLE GUARD ACROSS THE ROAD, 32.0 FEET EAST OF AND ABOUT
 AE0731'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. MONUMENT IS 2.3 FEET
 AE0731'NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT
 AE0731'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0801 ***********************************************************************
 AE0801  DESIGNATION -  G 771
 AE0801  PID         -  AE0801
 AE0801  STATE/COUNTY-  TX/JIM HOGG
 AE0801  USGS QUAD   -  CUEVITAS SW (1972)
 AE0801
 AE0801                         *CURRENT SURVEY CONTROL
 AE0801  ___________________________________________________________________
 AE0801* NAD 83(1986)-  26 47 47.     (N)    098 55 12.     (W)     SCALED    
 AE0801* NAVD 88     -       151.523  (meters)     497.12   (feet)  ADJUSTED  
 AE0801  ___________________________________________________________________
 AE0801  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE0801  DYNAMIC HT  -         151.276 (meters)     496.31  (feet)  COMP
 AE0801  MODELED GRAV-     979,014.7   (mgal)                       NAVD 88
 AE0801
 AE0801  VERT ORDER  -  SECOND    CLASS 0
 AE0801
 AE0801.The horizontal coordinates were scaled from a topographic map and have
 AE0801.an estimated accuracy of +/- 6 seconds.
 AE0801
 AE0801.The orthometric height was determined by differential leveling
 AE0801.and adjusted by the National Geodetic Survey in June 1991..
 AE0801
 AE0801.The geoid height was determined by GEOID03.
 AE0801
 AE0801.The dynamic height is computed by dividing the NAVD 88
 AE0801.geopotential number by the normal gravity value computed on the
 AE0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0801.degrees latitude (g = 980.6199 gals.).
 AE0801
 AE0801.The modeled gravity was interpolated from observed gravity values.
 AE0801
 AE0801;                    North         East    Units  Estimated Accuracy
 AE0801;SPC TX S     - 5,125,230.      258,240.      MT  (+/- 180 meters Scaled)
 AE0801
 AE0801                          SUPERSEDED SURVEY CONTROL
 AE0801
 AE0801  NGVD 29 (??/??/92)  151.570  (m)          497.28   (f) ADJ UNCH    2 0
 AE0801
 AE0801.Superseded values are not recommended for survey control.
 AE0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0801.See file dsdata.txt to determine how the superseded data were derived.
 AE0801
 AE0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ079638(NAD 83)
 AE0801_MARKER: DB = BENCH MARK DISK
 AE0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0801_STAMPING: G 771 1942
 AE0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0801+STABILITY: SURFACE MOTION
 AE0801
 AE0801  HISTORY     - Date     Condition        Report By
 AE0801  HISTORY     - 1942     MONUMENTED       CGS
 AE0801  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0801
 AE0801                          STATION DESCRIPTION
 AE0801
 AE0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0801'7.6 MI SW FROM GUERRA.
 AE0801'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0801'GUERRA) PROCEED 5.0 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO SITE OF
 AE0801'BENCH MARK.  BENCH MARK IS 23.0 FEET EAST OF AND ABOUT THE SAME
 AE0801'ELEVATION AS THE CENTERLINE OF DIRT ROAD.  IT IS ON THE SOUTH SLOPE OF
 AE0801'A SLIGHT GRADE.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN
 AE0801'MARKER POST AND PROJECTS 0.1 FOOT.
 AE0801
 AE0801                          STATION RECOVERY (1972)
 AE0801
 AE0801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0851 ***********************************************************************
 AE0851  DESIGNATION -  G 772
 AE0851  PID         -  AE0851
 AE0851  STATE/COUNTY-  TX/STARR
 AE0851  USGS QUAD   -  LAS ISLAS RANCH (1993)
 AE0851
 AE0851                         *CURRENT SURVEY CONTROL
 AE0851  ___________________________________________________________________
 AE0851* NAD 83(1986)-  26 41 37.     (N)    098 44 35.     (W)     SCALED    
 AE0851* NAVD 88     -       150.114  (meters)     492.50   (feet)  ADJUSTED  
 AE0851  ___________________________________________________________________
 AE0851  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AE0851  DYNAMIC HT  -         149.867 (meters)     491.69  (feet)  COMP
 AE0851  MODELED GRAV-     978,999.6   (mgal)                       NAVD 88
 AE0851
 AE0851  VERT ORDER  -  SECOND    CLASS 0
 AE0851
 AE0851.The horizontal coordinates were scaled from a topographic map and have
 AE0851.an estimated accuracy of +/- 6 seconds.
 AE0851
 AE0851.The orthometric height was determined by differential leveling
 AE0851.and adjusted by the National Geodetic Survey in June 1991..
 AE0851
 AE0851.The geoid height was determined by GEOID03.
 AE0851
 AE0851.The dynamic height is computed by dividing the NAVD 88
 AE0851.geopotential number by the normal gravity value computed on the
 AE0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0851.degrees latitude (g = 980.6199 gals.).
 AE0851
 AE0851.The modeled gravity was interpolated from observed gravity values.
 AE0851
 AE0851;                    North         East    Units  Estimated Accuracy
 AE0851;SPC TX S     - 5,113,800.      275,810.      MT  (+/- 180 meters Scaled)
 AE0851
 AE0851                          SUPERSEDED SURVEY CONTROL
 AE0851
 AE0851  NGVD 29 (??/??/92)  150.154  (m)          492.63   (f) ADJ UNCH    2 0
 AE0851
 AE0851.Superseded values are not recommended for survey control.
 AE0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0851.See file dsdata.txt to determine how the superseded data were derived.
 AE0851
 AE0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ255525(NAD 83)
 AE0851_MARKER: DB = BENCH MARK DISK
 AE0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0851_STAMPING: G 772 1942
 AE0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0851+STABILITY: SURFACE MOTION
 AE0851
 AE0851  HISTORY     - Date     Condition        Report By
 AE0851  HISTORY     - 1942     MONUMENTED       CGS
 AE0851
 AE0851                          STATION DESCRIPTION
 AE0851
 AE0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0851'13.9 MI W FROM LA GLORIA.
 AE0851'TO REACHS FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 13.9 MILES
 AE0851'WESTERLY ALONG A COUNTY GRADED READ TO THE TOP OF A SAMLL HILL AND
 AE0851'SITE OF BENCH MARK.  BENCH MARK IS 0.15 MILE WEST OF A 2.5 FEET IRON
 AE0851'PIPE CULVERT UNDER THE ROAD.  IT IS 26.3 FEET SOUTH OF AND ABOUT THE
 AE0851'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 1.0 FOOT NORTH OF THE
 AE0851'SOUTH RIGH-OF-WAY FENCE.  MONUMENT IS 2.4 FEET EAST OF A 4X4 INCH
 AE0851'WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0877 ***********************************************************************
 AE0877  DESIGNATION -  G 773
 AE0877  PID         -  AE0877
 AE0877  STATE/COUNTY-  TX/STARR
 AE0877  USGS QUAD   -  LA GLORIA (1993)
 AE0877
 AE0877                         *CURRENT SURVEY CONTROL
 AE0877  ___________________________________________________________________
 AE0877* NAD 83(1986)-  26 43 16.     (N)    098 35 25.     (W)     SCALED    
 AE0877* NAVD 88     -       122.518  (meters)     401.96   (feet)  ADJUSTED  
 AE0877  ___________________________________________________________________
 AE0877  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AE0877  DYNAMIC HT  -         122.317 (meters)     401.30  (feet)  COMP
 AE0877  MODELED GRAV-     979,005.5   (mgal)                       NAVD 88
 AE0877
 AE0877  VERT ORDER  -  SECOND    CLASS 0
 AE0877
 AE0877.The horizontal coordinates were scaled from a topographic map and have
 AE0877.an estimated accuracy of +/- 6 seconds.
 AE0877
 AE0877.The orthometric height was determined by differential leveling
 AE0877.and adjusted by the National Geodetic Survey in June 1991..
 AE0877
 AE0877.The geoid height was determined by GEOID03.
 AE0877
 AE0877.The dynamic height is computed by dividing the NAVD 88
 AE0877.geopotential number by the normal gravity value computed on the
 AE0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0877.degrees latitude (g = 980.6199 gals.).
 AE0877
 AE0877.The modeled gravity was interpolated from observed gravity values.
 AE0877
 AE0877;                    North         East    Units  Estimated Accuracy
 AE0877;SPC TX S     - 5,116,830.      291,020.      MT  (+/- 180 meters Scaled)
 AE0877
 AE0877                          SUPERSEDED SURVEY CONTROL
 AE0877
 AE0877  NGVD 29 (??/??/92)  122.576  (m)          402.15   (f) ADJ UNCH    2 0
 AE0877
 AE0877.Superseded values are not recommended for survey control.
 AE0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0877.See file dsdata.txt to determine how the superseded data were derived.
 AE0877
 AE0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ407556(NAD 83)
 AE0877_MARKER: DB = BENCH MARK DISK
 AE0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0877_STAMPING: G 773 1942
 AE0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0877+STABILITY: SURFACE MOTION
 AE0877
 AE0877  HISTORY     - Date     Condition        Report By
 AE0877  HISTORY     - 1942     MONUMENTED       CGS
 AE0877
 AE0877                          STATION DESCRIPTION
 AE0877
 AE0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0877'4.3 MI NW FROM LA GLORIA.
 AE0877'TO REACH FROM THE INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY,
 AE0877'(3.8 MILES WEST OF THE SCHOOL BUILDING AT LA GLORIA) PROCEED 0.5 MILE
 AE0877'NORTHWEST ALONG A GRAVEL ROAD TO SITE OF BENCH MARK. BENCH MARK IS
 AE0877'29.0 FEET SOUTHEAST OF A TELEPHONE POLE, 28.0 FEET NORTHEAST OF AND
 AE0877'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD. IT IS 2.0
 AE0877'FEET SOUTHWEST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET
 AE0877'NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4
 AE0877'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1108 ***********************************************************************
 AE1108  DESIGNATION -  G 774
 AE1108  PID         -  AE1108
 AE1108  STATE/COUNTY-  TX/ZAPATA
 AE1108  USGS QUAD   -  FALCON VILLAGE (1965)
 AE1108
 AE1108                         *CURRENT SURVEY CONTROL
 AE1108  ___________________________________________________________________
 AE1108* NAD 83(1986)-  26 36 57.     (N)    099 08 34.     (W)     SCALED    
 AE1108* NAVD 88     -        94.729  (meters)     310.79   (feet)  ADJUSTED  
 AE1108  ___________________________________________________________________
 AE1108  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AE1108  DYNAMIC HT  -          94.575 (meters)     310.28  (feet)  COMP
 AE1108  MODELED GRAV-     979,023.2   (mgal)                       NAVD 88
 AE1108
 AE1108  VERT ORDER  -  FIRST     CLASS II
 AE1108
 AE1108.The horizontal coordinates were scaled from a topographic map and have
 AE1108.an estimated accuracy of +/- 6 seconds.
 AE1108
 AE1108.The orthometric height was determined by differential leveling
 AE1108.and adjusted by the National Geodetic Survey in June 1991..
 AE1108.WARNING-Repeat measurements at this control monument indicate possible
 AE1108.vertical movement.
 AE1108
 AE1108.The geoid height was determined by GEOID03.
 AE1108
 AE1108.The dynamic height is computed by dividing the NAVD 88
 AE1108.geopotential number by the normal gravity value computed on the
 AE1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1108.degrees latitude (g = 980.6199 gals.).
 AE1108
 AE1108.The modeled gravity was interpolated from observed gravity values.
 AE1108
 AE1108;                    North         East    Units  Estimated Accuracy
 AE1108;SPC TX S     - 5,105,320.      235,990.      MT  (+/- 180 meters Scaled)
 AE1108
 AE1108                          SUPERSEDED SURVEY CONTROL
 AE1108
 AE1108  NGVD 29 (??/??/92)   94.770  (m)          310.92   (f) ADJ UNCH    1 2
 AE1108
 AE1108.Superseded values are not recommended for survey control.
 AE1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1108.See file dsdata.txt to determine how the superseded data were derived.
 AE1108
 AE1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ857438(NAD 83)
 AE1108_MARKER: DB = BENCH MARK DISK
 AE1108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1108_SP_SET: CULVERT
 AE1108_STAMPING: G 774 1942
 AE1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1108
 AE1108  HISTORY     - Date     Condition        Report By
 AE1108  HISTORY     - 1942     MONUMENTED       CGS
 AE1108  HISTORY     - 1956     GOOD             NGS
 AE1108
 AE1108                          STATION DESCRIPTION
 AE1108
 AE1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1108'3.6 MI NW FROM FALCON HIGHTS.
 AE1108'0.1 MILE NORTH ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1108'HIGHTS, THENCE 3.5 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 83, 0.3 MILE
 AE1108'SOUTHEAST OF AN INTERSECTION WITH A NORTHEAST AND SOUTHWEST ROAD, 21
 AE1108'FEET SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP
 AE1108'OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1075 ***********************************************************************
 AE1075  DESIGNATION -  G 775
 AE1075  PID         -  AE1075
 AE1075  STATE/COUNTY-  TX/ZAPATA
 AE1075  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1075
 AE1075                         *CURRENT SURVEY CONTROL
 AE1075  ___________________________________________________________________
 AE1075* NAD 83(1986)-  26 46 01.     (N)    099 08 35.     (W)     SCALED    
 AE1075* NAVD 88     -       100.586  (meters)     330.01   (feet)  ADJUSTED  
 AE1075  ___________________________________________________________________
 AE1075  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 AE1075  DYNAMIC HT  -         100.423 (meters)     329.47  (feet)  COMP
 AE1075  MODELED GRAV-     979,027.3   (mgal)                       NAVD 88
 AE1075
 AE1075  VERT ORDER  -  FIRST     CLASS II
 AE1075
 AE1075.The horizontal coordinates were scaled from a topographic map and have
 AE1075.an estimated accuracy of +/- 6 seconds.
 AE1075
 AE1075.The orthometric height was determined by differential leveling
 AE1075.and adjusted by the National Geodetic Survey in June 1991..
 AE1075.WARNING-Repeat measurements at this control monument indicate possible
 AE1075.vertical movement.
 AE1075
 AE1075.The geoid height was determined by GEOID03.
 AE1075
 AE1075.The dynamic height is computed by dividing the NAVD 88
 AE1075.geopotential number by the normal gravity value computed on the
 AE1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1075.degrees latitude (g = 980.6199 gals.).
 AE1075
 AE1075.The modeled gravity was interpolated from observed gravity values.
 AE1075
 AE1075;                    North         East    Units  Estimated Accuracy
 AE1075;SPC TX S     - 5,122,070.      236,050.      MT  (+/- 180 meters Scaled)
 AE1075
 AE1075                          SUPERSEDED SURVEY CONTROL
 AE1075
 AE1075  NGVD 29 (??/??/92)  100.629  (m)          330.15   (f) ADJ UNCH    1 2
 AE1075
 AE1075.Superseded values are not recommended for survey control.
 AE1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1075.See file dsdata.txt to determine how the superseded data were derived.
 AE1075
 AE1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ857606(NAD 83)
 AE1075_MARKER: DB = BENCH MARK DISK
 AE1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1075_STAMPING: G 775 1943
 AE1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1075+STABILITY: SURFACE MOTION
 AE1075
 AE1075  HISTORY     - Date     Condition        Report By
 AE1075  HISTORY     - 1943     MONUMENTED       CGS
 AE1075  HISTORY     - 1956     GOOD             NGS
 AE1075
 AE1075                          STATION DESCRIPTION
 AE1075
 AE1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1075'6.6 MI NW FROM LOPENO.
 AE1075'4.9 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1075'THENCE 1.7 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 22 FEET SOUTHEAST
 AE1075'OF THE CENTER LINE OF A ROAD, 2 FEET SOUTHEAST OF A FENCE, 2 FEET
 AE1075'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AE1075'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0129 ***********************************************************************
 AB0129  DESIGNATION -  G 776
 AB0129  PID         -  AB0129
 AB0129  STATE/COUNTY-  TX/CAMERON
 AB0129  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0129
 AB0129                         *CURRENT SURVEY CONTROL
 AB0129  ___________________________________________________________________
 AB0129* NAD 83(1986)-  26 00 18.     (N)    097 15 36.     (W)     SCALED    
 AB0129* NAVD 88     -         1.573  (meters)       5.16   (feet)  ADJUSTED  
 AB0129  ___________________________________________________________________
 AB0129  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB0129  DYNAMIC HT  -           1.570 (meters)       5.15  (feet)  COMP
 AB0129  MODELED GRAV-     979,058.8   (mgal)                       NAVD 88
 AB0129
 AB0129  VERT ORDER  -  SECOND    CLASS 0
 AB0129
 AB0129.The horizontal coordinates were scaled from a topographic map and have
 AB0129.an estimated accuracy of +/- 6 seconds.
 AB0129
 AB0129.The orthometric height was determined by differential leveling
 AB0129.and adjusted by the National Geodetic Survey in June 1991..
 AB0129
 AB0129.The geoid height was determined by GEOID03.
 AB0129
 AB0129.The dynamic height is computed by dividing the NAVD 88
 AB0129.geopotential number by the normal gravity value computed on the
 AB0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0129.degrees latitude (g = 980.6199 gals.).
 AB0129
 AB0129.The modeled gravity was interpolated from observed gravity values.
 AB0129
 AB0129;                    North         East    Units  Estimated Accuracy
 AB0129;SPC TX S     - 5,038,100.      424,140.      MT  (+/- 180 meters Scaled)
 AB0129
 AB0129                          SUPERSEDED SURVEY CONTROL
 AB0129
 AB0129  NGVD 29 (??/??/92)    1.673  (m)            5.49   (f) ADJ UNCH    2 0
 AB0129
 AB0129.Superseded values are not recommended for survey control.
 AB0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0129.See file dsdata.txt to determine how the superseded data were derived.
 AB0129
 AB0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP741773(NAD 83)
 AB0129_MARKER: DB = BENCH MARK DISK
 AB0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0129_STAMPING: G 776 1942
 AB0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0129+STABILITY: SURFACE MOTION
 AB0129
 AB0129  HISTORY     - Date     Condition        Report By
 AB0129  HISTORY     - 1942     MONUMENTED       CGS
 AB0129  HISTORY     - 1949     MARK NOT FOUND   NGS
 AB0129
 AB0129                          STATION DESCRIPTION
 AB0129
 AB0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0129'18.7 MI NE FROM BROWNSVILLE.
 AB0129'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U.S.
 AB0129'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0129'HIGHWAY NUMBER 4, GO 15.0 MILES.  TURN NORTHERLY (LEFT) ONTO TRACK
 AB0129'ROAD (OLD BOCA CHICA CUTOFF) AND GO 3.7 MILES TO SITE OF BENCH MARK.
 AB0129'BENCH MARK IS ON THE EAST SLOPE OF A LOW RIDGE, 1.0 MILE SOUTH OF THE
 AB0129'BROWNSVILLE SHIP CHANNEL.  45 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE
 AB0129'THE CENTERLINE OF THE TRACK ROAD.  3.0 FEET SOUTH OF A 4 BY 4 INCH
 AB0129'WOODEN MARKER POST.
 AB0129
 AB0129                          STATION RECOVERY (1949)
 AB0129
 AB0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0107 ***********************************************************************
 AB0107  DESIGNATION -  G 777
 AB0107  PID         -  AB0107
 AB0107  STATE/COUNTY-  TX/CAMERON
 AB0107  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0107
 AB0107                         *CURRENT SURVEY CONTROL
 AB0107  ___________________________________________________________________
 AB0107* NAD 83(1986)-  25 53 13.     (N)    097 27 14.     (W)     SCALED    
 AB0107* NAVD 88     -         8.400  (meters)      27.56   (feet)  ADJUSTED  
 AB0107  ___________________________________________________________________
 AB0107  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 AB0107  DYNAMIC HT  -           8.386 (meters)      27.51  (feet)  COMP
 AB0107  MODELED GRAV-     979,029.1   (mgal)                       NAVD 88
 AB0107
 AB0107  VERT ORDER  -  SECOND    CLASS 0
 AB0107
 AB0107.The horizontal coordinates were scaled from a topographic map and have
 AB0107.an estimated accuracy of +/- 6 seconds.
 AB0107
 AB0107.The orthometric height was determined by differential leveling
 AB0107.and adjusted by the National Geodetic Survey in June 1991..
 AB0107
 AB0107.The geoid height was determined by GEOID03.
 AB0107
 AB0107.The dynamic height is computed by dividing the NAVD 88
 AB0107.geopotential number by the normal gravity value computed on the
 AB0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0107.degrees latitude (g = 980.6199 gals.).
 AB0107
 AB0107.The modeled gravity was interpolated from observed gravity values.
 AB0107
 AB0107;                    North         East    Units  Estimated Accuracy
 AB0107;SPC TX S     - 5,024,840.      404,840.      MT  (+/- 180 meters Scaled)
 AB0107
 AB0107                          SUPERSEDED SURVEY CONTROL
 AB0107
 AB0107  NGVD 29 (??/??/92)    8.490  (m)           27.85   (f) ADJ UNCH    2 0
 AB0107
 AB0107.Superseded values are not recommended for survey control.
 AB0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0107.See file dsdata.txt to determine how the superseded data were derived.
 AB0107
 AB0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP548640(NAD 83)
 AB0107_MARKER: DD = SURVEY DISK
 AB0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0107_STAMPING: G 777 1942
 AB0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0107+STABILITY: SURFACE MOTION
 AB0107
 AB0107  HISTORY     - Date     Condition        Report By
 AB0107  HISTORY     - 1942     MONUMENTED       IBC
 AB0107  HISTORY     - 1942     GOOD             NGS
 AB0107  HISTORY     - 1950     MARK NOT FOUND   NGS
 AB0107
 AB0107                          STATION DESCRIPTION
 AB0107
 AB0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0107'3.4 MI SE FROM BROWNSVILLE.
 AB0107'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U.S.
 AB0107'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0107'HIGHWAY NUMBER 4, GO 0.6 MILES.  TURN SOUTHEASTERLY (RIGHT) ONTO
 AB0107'GRADED DIRT ROAD (TYLER STREET) GO 1.6 MILES TO A ROAD CROSSING THE
 AB0107'LEVEE, CONTINUE SOUTHEASTERLY ON ROAD ON TOP OF THE LEVEE AND GO 1.2
 AB0107'MILES TO SITE OF BENCH MARK.  BENCH MARK IS 66 FEET NORTHEAST OF AND
 AB0107'ABOUT 10 FEET BELOW THE CENTERLINE OF THE ROAD ON TOP OF THE LEVEE. 50
 AB0107'FEET SOUTHWEST OF THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD SPUR
 AB0107'LINE TO SOUTH POINT.  3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER
 AB0107'POST.  MONUMENT PROJECTS ABOUT 1.0 FOOT.
 AB0107
 AB0107                          STATION RECOVERY (1950)
 AB0107
 AB0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0588 ***********************************************************************
 AJ0588  DESIGNATION -  G 778 RESET 1968
 AJ0588  PID         -  AJ0588
 AJ0588  STATE/COUNTY-  TX/JIM HOGG
 AJ0588  USGS QUAD   -  ARMSTRONG RANCH (1972)
 AJ0588
 AJ0588                         *CURRENT SURVEY CONTROL
 AJ0588  ___________________________________________________________________
 AJ0588* NAD 83(1986)-  27 10 06.     (N)    098 45 49.     (W)     SCALED    
 AJ0588* NAVD 88     -       198.81   (meters)     652.3    (feet)  RESET     
 AJ0588  ___________________________________________________________________
 AJ0588  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AJ0588
 AJ0588  VERT ORDER  -  THIRD
 AJ0588
 AJ0588.The horizontal coordinates were scaled from a topographic map and have
 AJ0588.an estimated accuracy of +/- 6 seconds.
 AJ0588
 AJ0588.The orthometric height was computed from unverified reset data.
 AJ0588
 AJ0588.The geoid height was determined by GEOID03.
 AJ0588
 AJ0588;                    North         East    Units  Estimated Accuracy
 AJ0588;SPC TX S     - 5,166,400.      273,880.      MT  (+/- 180 meters Scaled)
 AJ0588
 AJ0588                          SUPERSEDED SURVEY CONTROL
 AJ0588
 AJ0588.No superseded survey control is available for this station.
 AJ0588
 AJ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR234051(NAD 83)
 AJ0588_MARKER: DB = BENCH MARK DISK
 AJ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0588_STAMPING: G 778 RESET 1968
 AJ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0588+STABILITY: SURFACE MOTION
 AJ0588
 AJ0588  HISTORY     - Date     Condition        Report By
 AJ0588  HISTORY     - 1968     MONUMENTED       CGS
 AJ0588
 AJ0588                          STATION DESCRIPTION
 AJ0588
 AJ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AJ0588'11.7 MI SW FROM HEBBRONVILLE.
 AJ0588'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAYS 16-285 FROM THERE JUNCTION
 AJ0588'WITH STATE HIGHWAY 359 IN HEBBRONVILLE, THENCE 11.3 MILES SOUTHWEST
 AJ0588'ALONG STATE HIGHWAY 16 TO SITE OF BENCH MARK.  60 FEET EAST OF THE
 AJ0588'CENTER LINE OF STATE HIGHWAY 16, 1 FOOT NORTH OF A METAL WITNESS POST,
 AJ0588'6 INCHES WEST OF THE RIGHT-OF-WAY FENCE, AND AT TEXAS HIGHWAY
 AJ0588'DEPARTMENT STATION 2299 + 11.  A C AND GS BENCH MARK DISK SET IN A 10
 AJ0588'X 10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 AJ0588'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0640 ***********************************************************************
 AJ0640  DESIGNATION -  G 779
 AJ0640  PID         -  AJ0640
 AJ0640  STATE/COUNTY-  TX/JIM HOGG
 AJ0640  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0640
 AJ0640                         *CURRENT SURVEY CONTROL
 AJ0640  ___________________________________________________________________
 AJ0640* NAD 83(1986)-  27 11 49.     (N)    098 56 05.     (W)     SCALED    
 AJ0640* NAVD 88     -       218.913  (meters)     718.22   (feet)  POSTED    
 AJ0640  ___________________________________________________________________
 AJ0640  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AJ0640  DYNAMIC HT  -         218.560 (meters)     717.06  (feet)  COMP
 AJ0640  MODELED GRAV-     979,028.1   (mgal)                       NAVD 88
 AJ0640
 AJ0640  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0640
 AJ0640.The horizontal coordinates were scaled from a topographic map and have
 AJ0640.an estimated accuracy of +/- 6 seconds.
 AJ0640
 AJ0640.The orthometric height was determined by differential leveling
 AJ0640.and adjusted by the National Geodetic Survey in 1992..
 AJ0640.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0640.rate of 1.1 thru 2.0 mm/km.
 AJ0640
 AJ0640.The geoid height was determined by GEOID03.
 AJ0640
 AJ0640.The dynamic height is computed by dividing the NAVD 88
 AJ0640.geopotential number by the normal gravity value computed on the
 AJ0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0640.degrees latitude (g = 980.6199 gals.).
 AJ0640
 AJ0640.The modeled gravity was interpolated from observed gravity values.
 AJ0640
 AJ0640;                    North         East    Units  Estimated Accuracy
 AJ0640;SPC TX S     - 5,169,620.      256,930.      MT  (+/- 180 meters Scaled)
 AJ0640
 AJ0640                          SUPERSEDED SURVEY CONTROL
 AJ0640
 AJ0640  NGVD 29 (??/??/92)  218.939  (m)          718.30   (f) ADJ UNCH    2 0
 AJ0640
 AJ0640.Superseded values are not recommended for survey control.
 AJ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0640.See file dsdata.txt to determine how the superseded data were derived.
 AJ0640
 AJ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR064082(NAD 83)
 AJ0640_MARKER: DB = BENCH MARK DISK
 AJ0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0640_STAMPING: G 779 1943
 AJ0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0640+STABILITY: SURFACE MOTION
 AJ0640
 AJ0640  HISTORY     - Date     Condition        Report By
 AJ0640  HISTORY     - 1943     MONUMENTED       CGS
 AJ0640
 AJ0640                          STATION DESCRIPTION
 AJ0640
 AJ0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0640'9.4 MI NW FROM PETROLEUM.
 AJ0640'TO REACH FROM THE PETROLEUM X-ROADS, PROCEED WESTERLY ON GRADED ROAD,
 AJ0640'GO 0.4 MILE.  TURN NORTHERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE, AND
 AJ0640'GO 9.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ON THE NORTH SLOPE
 AJ0640'OF A LOW GRADE, ABOUT 0.6 MILE SOUTH OF INTERSECTION OF ROAD AT
 AJ0640'THOMPSONVILLE.  ABOUT 0.2 MILE NORTH OF A CATTLEGUARD.  32 FEET EAST
 AJ0640'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0
 AJ0640'FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0026 ***********************************************************************
 BO0026  DESIGNATION -  G 78
 BO0026  PID         -  BO0026
 BO0026  STATE/COUNTY-  TX/EDWARDS
 BO0026  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0026
 BO0026                         *CURRENT SURVEY CONTROL
 BO0026  ___________________________________________________________________
 BO0026* NAD 83(1986)-  30 10 07.     (N)    100 07 07.     (W)     SCALED    
 BO0026* NAVD 88     -       642.859  (meters)    2109.11   (feet)  ADJUSTED  
 BO0026  ___________________________________________________________________
 BO0026  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0026  DYNAMIC HT  -         641.914 (meters)    2106.01  (feet)  COMP
 BO0026  MODELED GRAV-     979,151.1   (mgal)                       NAVD 88
 BO0026
 BO0026  VERT ORDER  -  FIRST     CLASS II
 BO0026
 BO0026.The horizontal coordinates were scaled from a topographic map and have
 BO0026.an estimated accuracy of +/- 6 seconds.
 BO0026
 BO0026.The orthometric height was determined by differential leveling
 BO0026.and adjusted by the National Geodetic Survey in June 1991..
 BO0026
 BO0026.The geoid height was determined by GEOID03.
 BO0026
 BO0026.The dynamic height is computed by dividing the NAVD 88
 BO0026.geopotential number by the normal gravity value computed on the
 BO0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0026.degrees latitude (g = 980.6199 gals.).
 BO0026
 BO0026.The modeled gravity was interpolated from observed gravity values.
 BO0026
 BO0026;                    North         East    Units  Estimated Accuracy
 BO0026;SPC TXSC     - 4,259,340.      492,260.      MT  (+/- 180 meters Scaled)
 BO0026
 BO0026                          SUPERSEDED SURVEY CONTROL
 BO0026
 BO0026  NGVD 29 (??/??/92)  642.811  (m)         2108.96   (f) ADJ UNCH    1 2
 BO0026
 BO0026.Superseded values are not recommended for survey control.
 BO0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0026.See file dsdata.txt to determine how the superseded data were derived.
 BO0026
 BO0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU922379(NAD 83)
 BO0026_MARKER: DB = BENCH MARK DISK
 BO0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0026_STAMPING: G-78 2108.956 1931
 BO0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0026+STABILITY: SURFACE MOTION
 BO0026
 BO0026  HISTORY     - Date     Condition        Report By
 BO0026  HISTORY     - 1931     MONUMENTED       CGS
 BO0026  HISTORY     - 1971     GOOD             USGS
 BO0026
 BO0026                          STATION DESCRIPTION
 BO0026
 BO0026'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0026'12.5 MI NE FROM ROCK SPRINGS COURTHOUSE.
 BO0026'1.9 MILES N.E. ON HIWAY NO. 377.  THENCE 5.3 MILES N.E. ON RANCH ROAD
 BO0026'NO. 2630.  THENCE 5.3 MILES N.E. ON GRAVEL ROAD TO STATION SIGHT. 55
 BO0026'FT. W. OF ROAD AT CURVE. 2 FT. E. OF FENCE LINE. 25 FT. N. OF ANGLE
 BO0026'POST ON FENCE. STANDARD DISK STAMPED G-78 2108.956 1931 SET IN
 BO0026'CONCRETE POST 3 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0677 ***********************************************************************
 AJ0677  DESIGNATION -  G 780
 AJ0677  PID         -  AJ0677
 AJ0677  STATE/COUNTY-  TX/JIM HOGG
 AJ0677  USGS QUAD   -  BRUNI SE (1972)
 AJ0677
 AJ0677                         *CURRENT SURVEY CONTROL
 AJ0677  ___________________________________________________________________
 AJ0677* NAD 83(1986)-  27 15 18.     (N)    098 45 49.     (W)     SCALED    
 AJ0677* NAVD 88     -       201.899  (meters)     662.40   (feet)  POSTED    
 AJ0677  ___________________________________________________________________
 AJ0677  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AJ0677  DYNAMIC HT  -         201.570 (meters)     661.32  (feet)  COMP
 AJ0677  MODELED GRAV-     979,028.6   (mgal)                       NAVD 88
 AJ0677
 AJ0677  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0677
 AJ0677.The horizontal coordinates were scaled from a topographic map and have
 AJ0677.an estimated accuracy of +/- 6 seconds.
 AJ0677
 AJ0677.The orthometric height was determined by differential leveling
 AJ0677.and adjusted by the National Geodetic Survey in 1992..
 AJ0677.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0677.rate of 0.0 thru 1.0 mm/km.
 AJ0677
 AJ0677.The geoid height was determined by GEOID03.
 AJ0677
 AJ0677.The dynamic height is computed by dividing the NAVD 88
 AJ0677.geopotential number by the normal gravity value computed on the
 AJ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0677.degrees latitude (g = 980.6199 gals.).
 AJ0677
 AJ0677.The modeled gravity was interpolated from observed gravity values.
 AJ0677
 AJ0677;                    North         East    Units  Estimated Accuracy
 AJ0677;SPC TX S     - 5,176,000.      273,900.      MT  (+/- 180 meters Scaled)
 AJ0677
 AJ0677                          SUPERSEDED SURVEY CONTROL
 AJ0677
 AJ0677  NGVD 29 (??/??/92)  201.924  (m)          662.48   (f) ADJ UNCH    2 0
 AJ0677
 AJ0677.Superseded values are not recommended for survey control.
 AJ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0677.See file dsdata.txt to determine how the superseded data were derived.
 AJ0677
 AJ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR234147(NAD 83)
 AJ0677_MARKER: DB = BENCH MARK DISK
 AJ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0677_STAMPING: G 780 1943
 AJ0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0677+STABILITY: SURFACE MOTION
 AJ0677
 AJ0677  HISTORY     - Date     Condition        Report By
 AJ0677  HISTORY     - 1943     MONUMENTED       CGS
 AJ0677  HISTORY     - 1971     MARK NOT FOUND   USGS
 AJ0677
 AJ0677                          STATION DESCRIPTION
 AJ0677
 AJ0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0677'8.5 MI SW FROM HEBBRONVILLE.
 AJ0677'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0677'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0677'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO.  GO 1.6 MILES.
 AJ0677'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 6.5 MILES TO
 AJ0677'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 450 FEET WEST OF THE
 AJ0677'INTERSECTION OF A PRIVATE ROAD LEADING SOUTHERLY.  18 FEET NORTH OF
 AJ0677'AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD.  3.0 FEET EAST OF
 AJ0677'A 4 BY 4 INCH WOODEN MARKER POST.  AND 2.0 FEET SOUTH OF THE RIGHT OF
 AJ0677'WAY FENCE.
 AJ0677
 AJ0677                          STATION RECOVERY (1971)
 AJ0677
 AJ0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AJ0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0555 ***********************************************************************
 AJ0555  DESIGNATION -  G 781
 AJ0555  PID         -  AJ0555
 AJ0555  STATE/COUNTY-  TX/JIM HOGG
 AJ0555  USGS QUAD   -  ALTA VISTA RANCH SW (1972)
 AJ0555
 AJ0555                         *CURRENT SURVEY CONTROL
 AJ0555  ___________________________________________________________________
 AJ0555* NAD 83(1986)-  27 00 46.     (N)    098 42 07.     (W)     SCALED    
 AJ0555* NAVD 88     -       159.606  (meters)     523.64   (feet)  ADJUSTED  
 AJ0555  ___________________________________________________________________
 AJ0555  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AJ0555  DYNAMIC HT  -         159.346 (meters)     522.79  (feet)  COMP
 AJ0555  MODELED GRAV-     979,016.7   (mgal)                       NAVD 88
 AJ0555
 AJ0555  VERT ORDER  -  SECOND    CLASS 0
 AJ0555
 AJ0555.The horizontal coordinates were scaled from a topographic map and have
 AJ0555.an estimated accuracy of +/- 6 seconds.
 AJ0555
 AJ0555.The orthometric height was determined by differential leveling
 AJ0555.and adjusted by the National Geodetic Survey in June 1991..
 AJ0555
 AJ0555.The geoid height was determined by GEOID03.
 AJ0555
 AJ0555.The dynamic height is computed by dividing the NAVD 88
 AJ0555.geopotential number by the normal gravity value computed on the
 AJ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0555.degrees latitude (g = 980.6199 gals.).
 AJ0555
 AJ0555.The modeled gravity was interpolated from observed gravity values.
 AJ0555
 AJ0555;                    North         East    Units  Estimated Accuracy
 AJ0555;SPC TX S     - 5,149,150.      279,960.      MT  (+/- 180 meters Scaled)
 AJ0555
 AJ0555                          SUPERSEDED SURVEY CONTROL
 AJ0555
 AJ0555  NGVD 29 (??/??/92)  159.642  (m)          523.76   (f) ADJ UNCH    2 0
 AJ0555
 AJ0555.Superseded values are not recommended for survey control.
 AJ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0555.See file dsdata.txt to determine how the superseded data were derived.
 AJ0555
 AJ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ295878(NAD 83)
 AJ0555_MARKER: DB = BENCH MARK DISK
 AJ0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0555_STAMPING: G 781 1943
 AJ0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0555+STABILITY: SURFACE MOTION
 AJ0555
 AJ0555  HISTORY     - Date     Condition        Report By
 AJ0555  HISTORY     - 1943     MONUMENTED       CGS
 AJ0555
 AJ0555                          STATION DESCRIPTION
 AJ0555
 AJ0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0555'5.7 MI E FROM SAN PABLO RANCH.
 AJ0555'TO REACH FROM THE SAN PABLO RANCH HEADQUARTERS, PROCEED SOUTHEASTERLY
 AJ0555'ON TRACK ROAD TO THE PALANGANA RANCH, GO 1.9 MILES TO A ROAD FORK.
 AJ0555'TAKE LEFT FORK AND CONTINUE EASTERLY FOR 2.4 MILES TO ROAD FORK. TAKE
 AJ0555'LEFT FORK AND CONTINUE EASTERLY FOR 0.6 MILE TO ROAD FORK.  TAKE LEFT
 AJ0555'FORK AND CONTINUE EASTERLY FOR 0.8 MILE TO SITE OF BENCH MARK. BENCH
 AJ0555'MARK IS ABOUT THE CENTER OF A SMALL CLEARING.  17 FEET NORTH OF AND
 AJ0555'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  AND 3.0 FEET
 AJ0555'WEST OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0949 ***********************************************************************
 AE0949  DESIGNATION -  G 782
 AE0949  PID         -  AE0949
 AE0949  STATE/COUNTY-  TX/JIM HOGG
 AE0949  USGS QUAD   -  AGUA NUEVA (1972)
 AE0949
 AE0949                         *CURRENT SURVEY CONTROL
 AE0949  ___________________________________________________________________
 AE0949* NAD 83(1986)-  26 53 23.     (N)    098 37 10.     (W)     SCALED    
 AE0949* NAVD 88     -       138.054  (meters)     452.93   (feet)  ADJUSTED  
 AE0949  ___________________________________________________________________
 AE0949  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AE0949  DYNAMIC HT  -         137.829 (meters)     452.19  (feet)  COMP
 AE0949  MODELED GRAV-     979,012.6   (mgal)                       NAVD 88
 AE0949
 AE0949  VERT ORDER  -  SECOND    CLASS 0
 AE0949
 AE0949.The horizontal coordinates were scaled from a topographic map and have
 AE0949.an estimated accuracy of +/- 6 seconds.
 AE0949
 AE0949.The orthometric height was determined by differential leveling
 AE0949.and adjusted by the National Geodetic Survey in June 1991..
 AE0949
 AE0949.The geoid height was determined by GEOID03.
 AE0949
 AE0949.The dynamic height is computed by dividing the NAVD 88
 AE0949.geopotential number by the normal gravity value computed on the
 AE0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0949.degrees latitude (g = 980.6199 gals.).
 AE0949
 AE0949.The modeled gravity was interpolated from observed gravity values.
 AE0949
 AE0949;                    North         East    Units  Estimated Accuracy
 AE0949;SPC TX S     - 5,135,510.      288,130.      MT  (+/- 180 meters Scaled)
 AE0949
 AE0949                          SUPERSEDED SURVEY CONTROL
 AE0949
 AE0949  NGVD 29 (??/??/92)  138.101  (m)          453.09   (f) ADJ UNCH    2 0
 AE0949
 AE0949.Superseded values are not recommended for survey control.
 AE0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0949.See file dsdata.txt to determine how the superseded data were derived.
 AE0949
 AE0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ377742(NAD 83)
 AE0949_MARKER: DB = BENCH MARK DISK
 AE0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0949_STAMPING: G 782 1943
 AE0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0949+STABILITY: SURFACE MOTION
 AE0949
 AE0949  HISTORY     - Date     Condition        Report By
 AE0949  HISTORY     - 1943     MONUMENTED       CGS
 AE0949  HISTORY     - 1973     MARK NOT FOUND   USGS
 AE0949
 AE0949                          STATION DESCRIPTION
 AE0949
 AE0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0949'2.7 MI SW FROM AGUA NUEVA.
 AE0949'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED SOUTHERLY ON THE
 AE0949'ROAD TO RIO GRANDE CITY, GO 1.7 MILES.  TURN WESTERLY (RIGHT) ONTO A
 AE0949'TRACK ROAD TO THE T. T. EAST RANCH HEADQUARTERS AND GO 1.0 MILE TO A
 AE0949'SMALL SAND HILL AND SITE OF BENCH MARK.  BENCH MARK IS ON TOP OF A
 AE0949'SMALL SAND HILL COVERED WITH SMALL TREES.  15 FEET SOUTH OF AND ABOUT
 AE0949'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET WEST OF A
 AE0949'4 BY 4 INCH WOODEN MARKER POST.
 AE0949
 AE0949                          STATION RECOVERY (1973)
 AE0949
 AE0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AE0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0940 ***********************************************************************
 AE0940  DESIGNATION -  G 783
 AE0940  PID         -  AE0940
 AE0940  STATE/COUNTY-  TX/STARR
 AE0940  USGS QUAD   -  CUEVITAS (1972)
 AE0940
 AE0940                         *CURRENT SURVEY CONTROL
 AE0940  ___________________________________________________________________
 AE0940* NAD 83(1986)-  26 49 21.     (N)    098 46 26.     (W)     SCALED    
 AE0940* NAVD 88     -       157.716  (meters)     517.44   (feet)  ADJUSTED  
 AE0940  ___________________________________________________________________
 AE0940  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AE0940  DYNAMIC HT  -         157.457 (meters)     516.59  (feet)  COMP
 AE0940  MODELED GRAV-     979,002.3   (mgal)                       NAVD 88
 AE0940
 AE0940  VERT ORDER  -  SECOND    CLASS 0
 AE0940
 AE0940.The horizontal coordinates were scaled from a topographic map and have
 AE0940.an estimated accuracy of +/- 6 seconds.
 AE0940
 AE0940.The orthometric height was determined by differential leveling
 AE0940.and adjusted by the National Geodetic Survey in June 1991..
 AE0940
 AE0940.The geoid height was determined by GEOID03.
 AE0940
 AE0940.The dynamic height is computed by dividing the NAVD 88
 AE0940.geopotential number by the normal gravity value computed on the
 AE0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0940.degrees latitude (g = 980.6199 gals.).
 AE0940
 AE0940.The modeled gravity was interpolated from observed gravity values.
 AE0940
 AE0940;                    North         East    Units  Estimated Accuracy
 AE0940;SPC TX S     - 5,128,090.      272,780.      MT  (+/- 180 meters Scaled)
 AE0940
 AE0940                          SUPERSEDED SURVEY CONTROL
 AE0940
 AE0940  NGVD 29 (??/??/92)  157.757  (m)          517.57   (f) ADJ UNCH    2 0
 AE0940
 AE0940.Superseded values are not recommended for survey control.
 AE0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0940.See file dsdata.txt to determine how the superseded data were derived.
 AE0940
 AE0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ224667(NAD 83)
 AE0940_MARKER: DB = BENCH MARK DISK
 AE0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0940_STAMPING: G 783 1943
 AE0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0940+STABILITY: SURFACE MOTION
 AE0940
 AE0940  HISTORY     - Date     Condition        Report By
 AE0940  HISTORY     - 1943     MONUMENTED       CGS
 AE0940  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0940
 AE0940                          STATION DESCRIPTION
 AE0940
 AE0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0940'7.7 MI NE FROM VIBORAS.
 AE0940'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED NORTHEASTERLY ON A
 AE0940'TRACK ROAD, GO 5.1 MILES TO A GATE AT THE T. T. EAST RANCH PROPERTY
 AE0940'LINE, PASS THROUGH GATE AND CONTINUE NORTHEASTERLY ON THE MIDDLE ONE
 AE0940'OF THREE ROADS AT THE GATE, AND GO 2.6 MILES TO SITE OF BENCH MARK.
 AE0940'BENCH MARK IS 21 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0940'CENTERLINE OF THE ROAD.  3.0 FEET SOUTHWEST OF A 4 BY 4 INCH WOODEN
 AE0940'MARKER POST.
 AE0940
 AE0940                          STATION RECOVERY (1972)
 AE0940
 AE0940'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1319 ***********************************************************************
 AX1319  DESIGNATION -  G 784
 AX1319  PID         -  AX1319
 AX1319  STATE/COUNTY-  TX/BASTROP
 AX1319  USGS QUAD   -  ROSANKY (1981)
 AX1319
 AX1319                         *CURRENT SURVEY CONTROL
 AX1319  ___________________________________________________________________
 AX1319* NAD 83(1986)-  29 55 45.     (N)    097 18 46.     (W)     SCALED    
 AX1319* NAVD 88     -       139.04   (+/-2cm)     456.2    (feet)  VERTCON   
 AX1319  ___________________________________________________________________
 AX1319  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1319
 AX1319  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1319
 AX1319.The horizontal coordinates were scaled from a topographic map and have
 AX1319.an estimated accuracy of +/- 6 seconds.
 AX1319
 AX1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1319.The vertical order pertains to the NGVD 29 superseded value.
 AX1319
 AX1319.The geoid height was determined by GEOID03.
 AX1319
 AX1319;                    North         East    Units  Estimated Accuracy
 AX1319;SPC TX C     - 3,033,060.      991,630.      MT  (+/- 180 meters Scaled)
 AX1319
 AX1319                          SUPERSEDED SURVEY CONTROL
 AX1319
 AX1319  NGVD 29 (??/??/92)  138.980  (m)          455.97   (f) ADJ UNCH    1 2
 AX1319
 AX1319.Superseded values are not recommended for survey control.
 AX1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1319.See file dsdata.txt to determine how the superseded data were derived.
 AX1319
 AX1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU628121(NAD 83)
 AX1319_MARKER: DB = BENCH MARK DISK
 AX1319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1319_SP_SET: CULVERT
 AX1319_STAMPING: G 784 1943
 AX1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1319
 AX1319  HISTORY     - Date     Condition        Report By
 AX1319  HISTORY     - 1943     MONUMENTED       CGS
 AX1319
 AX1319                          STATION DESCRIPTION
 AX1319
 AX1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1319'1.2 MI W FROM ROSANKY.
 AX1319'1.2 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1319'STATION AT ROSANKY, BASTROP COUNTY, 0.2 MILE EAST OF MILEPOST 12,
 AX1319'ABOUT 300 FEET WEST OF A ROAD CROSSING, AT A CONCRETE CULVERT, IN THE
 AX1319'TOP OF THE EAST END OF THE SOUTH HEADWALL, 15 FEET SOUTH OF THE
 AX1319'CENTERLINE OF THE TRACK, AND ABOUT 1.5 FEET LOWER THAN THE TRACK.  A
 AX1319'STANDARD DISK, STAMPED G 784 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2127 ***********************************************************************
 AX2127  DESIGNATION -  G 785
 AX2127  PID         -  AX2127
 AX2127  STATE/COUNTY-  TX/CALDWELL
 AX2127  USGS QUAD   -  DALE (1981)
 AX2127
 AX2127                         *CURRENT SURVEY CONTROL
 AX2127  ___________________________________________________________________
 AX2127* NAD 83(1986)-  29 54 09.     (N)    097 37 26.     (W)     SCALED    
 AX2127* NAVD 88     -       136.80   (+/-2cm)     448.8    (feet)  VERTCON   
 AX2127  ___________________________________________________________________
 AX2127  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2127
 AX2127  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2127
 AX2127.The horizontal coordinates were scaled from a topographic map and have
 AX2127.an estimated accuracy of +/- 6 seconds.
 AX2127
 AX2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2127.The vertical order pertains to the NGVD 29 superseded value.
 AX2127
 AX2127.The geoid height was determined by GEOID03.
 AX2127
 AX2127;                    North         East    Units  Estimated Accuracy
 AX2127;SPC TXSC     - 4,230,100.      732,890.      MT  (+/- 180 meters Scaled)
 AX2127
 AX2127                          SUPERSEDED SURVEY CONTROL
 AX2127
 AX2127  NGVD 29 (??/??/92)  136.729  (m)          448.59   (f) ADJ UNCH    1 2
 AX2127
 AX2127.Superseded values are not recommended for survey control.
 AX2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2127.See file dsdata.txt to determine how the superseded data were derived.
 AX2127
 AX2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU328087(NAD 83)
 AX2127_MARKER: DB = BENCH MARK DISK
 AX2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2127_STAMPING: G 785 1943
 AX2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2127+STABILITY: SURFACE MOTION
 AX2127
 AX2127  HISTORY     - Date     Condition        Report By
 AX2127  HISTORY     - 1943     MONUMENTED       CGS
 AX2127  HISTORY     - 1959     GOOD             NGS
 AX2127
 AX2127                          STATION DESCRIPTION
 AX2127
 AX2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2127'4.0 MI E FROM LOCKHART.
 AX2127'4.0 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2127'STATION AT LOCKHART, 0.1 MILE EAST OF MILEPOST 33, 0.1 MILE WEST OF A
 AX2127'WOODEN BRIDGE, AT A ROAD CROSSING, 37 FEET EAST OF THE CENTERLINE OF
 AX2127'THE ROAD, 49 FEET NORTH OF THE CENTERLINE OF THE TRACK, 1 FOOT SOUTH
 AX2127'OF THE RIGHT-OF-WAY FENCE, 12 FEET EAST OF A FENCE CORNER, 3 FEET WEST
 AX2127'OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK. A
 AX2127'STANDARD DISK, STAMPED G 785 1943 AND SET IN THE TOP OF A CONCRETE
 AX2127'POST PROJECTING 0.6 FOOT ABOVE GROUND.  NOTE-- MARK IS 51 FEET NW OF
 AX2127'CENTERLINE OF RR TRACKS, 37 FEET NE TO CENTERLINE OF ROAD, 58 FEET NNE
 AX2127'TO CENTERLINE OF ROAD AND RR TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2156 ***********************************************************************
 AX2156  DESIGNATION -  G 786
 AX2156  PID         -  AX2156
 AX2156  STATE/COUNTY-  TX/HAYS
 AX2156  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX2156
 AX2156                         *CURRENT SURVEY CONTROL
 AX2156  ___________________________________________________________________
 AX2156* NAD 83(1986)-  29 52 43.     (N)    097 56 26.     (W)     SCALED    
 AX2156* NAVD 88     -       176.411  (meters)     578.78   (feet)  ADJUSTED  
 AX2156  ___________________________________________________________________
 AX2156  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AX2156  DYNAMIC HT  -         176.162 (meters)     577.96  (feet)  COMP
 AX2156  MODELED GRAV-     979,226.1   (mgal)                       NAVD 88
 AX2156
 AX2156  VERT ORDER  -  FIRST     CLASS II
 AX2156
 AX2156.The horizontal coordinates were scaled from a topographic map and have
 AX2156.an estimated accuracy of +/- 6 seconds.
 AX2156
 AX2156.The orthometric height was determined by differential leveling
 AX2156.and adjusted by the National Geodetic Survey in June 1991..
 AX2156
 AX2156.The geoid height was determined by GEOID03.
 AX2156
 AX2156.The dynamic height is computed by dividing the NAVD 88
 AX2156.geopotential number by the normal gravity value computed on the
 AX2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2156.degrees latitude (g = 980.6199 gals.).
 AX2156
 AX2156.The modeled gravity was interpolated from observed gravity values.
 AX2156
 AX2156;                    North         East    Units  Estimated Accuracy
 AX2156;SPC TXSC     - 4,227,140.      702,340.      MT  (+/- 180 meters Scaled)
 AX2156
 AX2156                          SUPERSEDED SURVEY CONTROL
 AX2156
 AX2156  NGVD 29 (??/??/92)  176.333  (m)          578.52   (f) ADJ UNCH    1 2
 AX2156
 AX2156.Superseded values are not recommended for survey control.
 AX2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2156.See file dsdata.txt to determine how the superseded data were derived.
 AX2156
 AX2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU023058(NAD 83)
 AX2156_MARKER: DB = BENCH MARK DISK
 AX2156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2156_SP_SET: BRIDGE ABUTMENT
 AX2156_STAMPING: G 786 1943
 AX2156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2156+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2003
 AX2156
 AX2156  HISTORY     - Date     Condition        Report By
 AX2156  HISTORY     - 1943     MONUMENTED       CGS
 AX2156  HISTORY     - 1959     GOOD             NGS
 AX2156  HISTORY     - 1980     MARK NOT FOUND   NGS
 AX2156  HISTORY     - 19880309 MARK NOT FOUND   USPSQD
 AX2156  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2156  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2156  HISTORY     - 20031217 GOOD             TX6170
 AX2156
 AX2156                          STATION DESCRIPTION
 AX2156
 AX2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2156'IN SAN MARCOS.
 AX2156'AT SAN MARCOS, AT THE CROSSING OF THE INTERNATIONAL-GREAT NORTHERN
 AX2156'RAILROAD AND STATE HIGHWAY 80, 90 FEET SOUTHEAST OF THE CENTER OF THE
 AX2156'CROSSING, AT A CONCRETE HIGHWAY BRIDGE, IN THE TOP OF THE WEST END OF
 AX2156'THE NORTH ABUTMENT, 24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 AX2156'2.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 786 1943.
 AX2156
 AX2156                          STATION RECOVERY (1980)
 AX2156
 AX2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX2156'SEARCHED FOR, NOT RECOVERED.
 AX2156
 AX2156                          STATION RECOVERY (1988)
 AX2156
 AX2156'RECOVERY NOTE BY US POWER SQUADRON 1988 (RGB)
 AX2156'MARK NOT FOUND.
 AX2156
 AX2156                          STATION RECOVERY (1993)
 AX2156
 AX2156'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2156'MARK NOT FOUND.
 AX2156
 AX2156                          STATION RECOVERY (1999)
 AX2156
 AX2156'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2156'MARK NOT FOUND.
 AX2156
 AX2156                          STATION RECOVERY (2003)
 AX2156
 AX2156'RECOVERY NOTE BY CITY OF SAN MARCOS TEXAS 2003 (DP)
 AX2156'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2259 ***********************************************************************
 AX2259  DESIGNATION -  G 787
 AX2259  PID         -  AX2259
 AX2259  STATE/COUNTY-  TX/GUADALUPE
 AX2259  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2259
 AX2259                         *CURRENT SURVEY CONTROL
 AX2259  ___________________________________________________________________
 AX2259* NAD 83(1986)-  29 45 14.     (N)    097 53 09.     (W)     SCALED    
 AX2259* NAVD 88     -       160.44   (+/-2cm)     526.4    (feet)  VERTCON   
 AX2259  ___________________________________________________________________
 AX2259  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AX2259
 AX2259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2259
 AX2259.The horizontal coordinates were scaled from a topographic map and have
 AX2259.an estimated accuracy of +/- 6 seconds.
 AX2259
 AX2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2259.The vertical order pertains to the NGVD 29 superseded value.
 AX2259
 AX2259.The geoid height was determined by GEOID03.
 AX2259
 AX2259;                    North         East    Units  Estimated Accuracy
 AX2259;SPC TXSC     - 4,213,360.      707,750.      MT  (+/- 180 meters Scaled)
 AX2259
 AX2259                          SUPERSEDED SURVEY CONTROL
 AX2259
 AX2259  NGVD 29 (??/??/92)  160.368  (m)          526.14   (f) ADJ UNCH    2 0
 AX2259
 AX2259.Superseded values are not recommended for survey control.
 AX2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2259.See file dsdata.txt to determine how the superseded data were derived.
 AX2259
 AX2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT077920(NAD 83)
 AX2259_MARKER: DB = BENCH MARK DISK
 AX2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2259_SP_SET: CONCRETE POST
 AX2259_STAMPING: G 787 1943
 AX2259_MARK LOGO: CGS   
 AX2259_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2259+STABILITY: SURFACE MOTION
 AX2259
 AX2259  HISTORY     - Date     Condition        Report By
 AX2259  HISTORY     - 1943     MONUMENTED       CGS
 AX2259  HISTORY     - 1959     GOOD             DOD
 AX2259  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2259  HISTORY     - 19930203 GOOD             USPSQD
 AX2259  HISTORY     - 19990925 GOOD             USPSQD
 AX2259  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2259
 AX2259                          STATION DESCRIPTION
 AX2259
 AX2259'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2259'4.1 MI E FROM ZORN.
 AX2259'4.1 MILES EAST ALONG THE STAPLES ROAD FROM THE CROSSROADS AT ZORN
 AX2259'GUADALUPE COUNTY, ABOUT 350 FEET EAST OF A DIP IN THE ROAD, AT THE TOP
 AX2259'OF A SMALL HILL, 100 FEET EAST OF THE CREST OF THE HILL, 43 FEET
 AX2259'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF THE
 AX2259'RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 AX2259'LEVEL WITH THE ROAD.  THE CONCRETE POST PROJECTS 0.2 FOOT ABOVE
 AX2259'GROUND.  NOTE-- THE MARK IS 210 FEET WEST-NORTHWEST OF THE NORTHWEST
 AX2259'CORNER OF A BUILDING, 170 FEET NORTHWEST OF THE INTERSECTING
 AX2259'CENTERLINES OF THE NORTHEAST-AND-SOUTHWEST ROAD AND A DRIVE TO THE
 AX2259'SOUTHEAST, AND 373 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AX2259'NORTHEAST-AND-SOUTHWEST ROAD AT A TREE LINE TO THE NORTHWEST.
 AX2259
 AX2259                          STATION RECOVERY (1988)
 AX2259
 AX2259'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2259'MARK NOT FOUND.
 AX2259
 AX2259                          STATION RECOVERY (1993)
 AX2259
 AX2259'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2259'RECOVERED IN GOOD CONDITION.
 AX2259
 AX2259                          STATION RECOVERY (1999)
 AX2259
 AX2259'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2259'RECOVERED IN GOOD CONDITION.
 AX2259
 AX2259                          STATION RECOVERY (2003)
 AX2259
 AX2259'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX2259'THE DESCRIPTION CONTRADICTS ITSELF.  THERE IS ALSO EVIDENCE OF GRADING
 AX2259'AND TREE REMOVAL IN THE AREA.  THE MARK WAS NOT FOUND IN
 AX2259'A 30 MINUTE SEARCH OF THE APPROXIMATE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2249 ***********************************************************************
 AX2249  DESIGNATION -  G 788
 AX2249  PID         -  AX2249
 AX2249  STATE/COUNTY-  TX/GUADALUPE
 AX2249  USGS QUAD   -  KINGSBURY (1994)
 AX2249
 AX2249                         *CURRENT SURVEY CONTROL
 AX2249  ___________________________________________________________________
 AX2249* NAD 83(1986)-  29 42 40.     (N)    097 47 26.     (W)     SCALED    
 AX2249* NAVD 88     -       145.21   (+/-2cm)     476.4    (feet)  VERTCON   
 AX2249  ___________________________________________________________________
 AX2249  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2249
 AX2249  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2249
 AX2249.The horizontal coordinates were scaled from a topographic map and have
 AX2249.an estimated accuracy of +/- 6 seconds.
 AX2249
 AX2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2249.The vertical order pertains to the NGVD 29 superseded value.
 AX2249
 AX2249.The geoid height was determined by GEOID03.
 AX2249
 AX2249;                    North         East    Units  Estimated Accuracy
 AX2249;SPC TXSC     - 4,208,710.      717,020.      MT  (+/- 180 meters Scaled)
 AX2249
 AX2249                          SUPERSEDED SURVEY CONTROL
 AX2249
 AX2249  NGVD 29 (??/??/92)  145.142  (m)          476.19   (f) ADJ UNCH    2 0
 AX2249
 AX2249.Superseded values are not recommended for survey control.
 AX2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2249.See file dsdata.txt to determine how the superseded data were derived.
 AX2249
 AX2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT169873(NAD 83)
 AX2249_MARKER: DB = BENCH MARK DISK
 AX2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2249_SP_SET: CONCRETE POST
 AX2249_STAMPING: G 788 1943
 AX2249_MARK LOGO: CGS   
 AX2249_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2249+STABILITY: SURFACE MOTION
 AX2249
 AX2249  HISTORY     - Date     Condition        Report By
 AX2249  HISTORY     - 1943     MONUMENTED       CGS
 AX2249  HISTORY     - 1959     GOOD             DOD
 AX2249  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2249  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2249  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2249  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2249
 AX2249                          STATION DESCRIPTION
 AX2249
 AX2249'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2249'5.9 MI SW FROM STAPLES.
 AX2249'4.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE TOWN WATER TANK AT
 AX2249'STAPLES, GUADALUPE COUNTY, THENCE 1.9 MILES SOUTH.  IN FRONT OF A
 AX2249'LARGE FARMHOUSE, 22 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 24
 AX2249'FEET NORTH OF THE CENTER OF THE YARD GATE, 1 FOOT WEST OF THE YARD
 AX2249'FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AX2249'ROAD.  NOTE-- THE MARK IS 172 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 AX2249'CORNER OF A LARGE BARN, 47 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 AX2249'CORNER OF THE HOUSE, AND 36 FEET NORTHWEST OF THE ENTERLINE OF THE
 AX2249'FARM LANE.
 AX2249
 AX2249                          STATION RECOVERY (1987)
 AX2249
 AX2249'RECOVERY NOTE BY US POWER SQUADRON 1987 (RGB)
 AX2249'MARK NOT FOUND.
 AX2249
 AX2249                          STATION RECOVERY (1988)
 AX2249
 AX2249'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2249'MARK NOT FOUND.
 AX2249
 AX2249                          STATION RECOVERY (1993)
 AX2249
 AX2249'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2249'MARK NOT FOUND.
 AX2249
 AX2249                          STATION RECOVERY (1993)
 AX2249
 AX2249'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2195 ***********************************************************************
 AX2195  DESIGNATION -  G 789
 AX2195  PID         -  AX2195
 AX2195  STATE/COUNTY-  TX/CALDWELL
 AX2195  USGS QUAD   -  MC MAHAN (1981)
 AX2195
 AX2195                         *CURRENT SURVEY CONTROL
 AX2195  ___________________________________________________________________
 AX2195* NAD 83(1986)-  29 47 45.     (N)    097 36 55.     (W)     SCALED    
 AX2195* NAVD 88     -       145.00   (+/-2cm)     475.7    (feet)  VERTCON   
 AX2195  ___________________________________________________________________
 AX2195  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2195
 AX2195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2195
 AX2195.The horizontal coordinates were scaled from a topographic map and have
 AX2195.an estimated accuracy of +/- 6 seconds.
 AX2195
 AX2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2195.The vertical order pertains to the NGVD 29 superseded value.
 AX2195
 AX2195.The geoid height was determined by GEOID03.
 AX2195
 AX2195;                    North         East    Units  Estimated Accuracy
 AX2195;SPC TXSC     - 4,218,290.      733,860.      MT  (+/- 180 meters Scaled)
 AX2195
 AX2195                          SUPERSEDED SURVEY CONTROL
 AX2195
 AX2195  NGVD 29 (??/??/92)  144.939  (m)          475.52   (f) ADJ UNCH    2 0
 AX2195
 AX2195.Superseded values are not recommended for survey control.
 AX2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2195.See file dsdata.txt to determine how the superseded data were derived.
 AX2195
 AX2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT338969(NAD 83)
 AX2195_MARKER: DB = BENCH MARK DISK
 AX2195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2195_SP_SET: CULVERT
 AX2195_STAMPING: G 789 1943
 AX2195_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2195+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2195
 AX2195  HISTORY     - Date     Condition        Report By
 AX2195  HISTORY     - 1943     MONUMENTED       CGS
 AX2195  HISTORY     - 1959     GOOD             NGS
 AX2195  HISTORY     - 1990     GOOD             USPSQD
 AX2195  HISTORY     - 19930808 GOOD             USPSQD
 AX2195  HISTORY     - 19970211 GOOD             TXDOT
 AX2195  HISTORY     - 19990925 GOOD             USPSQD
 AX2195  HISTORY     - 20060429 GOOD             USPSQD
 AX2195
 AX2195                          STATION DESCRIPTION
 AX2195
 AX2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2195'6.4 MI E FROM JOLIET.
 AX2195'6.4 MILES EAST OF JOLIET, CALDWELL COUNTY.  THIS BENCH MARK MAY BE
 AX2195'REACHED FROM THE GRADE SCHOOL BY GOING 0.5 MILE NORTH ALONG STATE
 AX2195'HIGHWAY 29, TURN RIGHT AND GO 1.4 MILES NORTHEAST ALONG A GRADED DIRT
 AX2195'ROAD, TURN RIGHT AND GO 0.2 MILE SOUTH, RURN LEFT AND GO 2.8 MILES
 AX2195'NORTHEAST TO THE INTERSECTION OF A PAVED ROAD, AND TURN RIGHT AND GO
 AX2195'1.5 MILES SOUTH ALONG THE PAVED ROAD.  IT IS AT A LARGE DOUBLE PIPE
 AX2195'CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL, 21
 AX2195'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 1-1/2 FEET HIGHER
 AX2195'THAN THE ROAD.  NOTE-- THE MARK IS 40 FEET SOUTH-SOUTHEAST OF THE
 AX2195'INTERSECTING CENTERLINES OF ROADS TO THE NORTH, EAST AND SOUTHWEST, 57
 AX2195'FEET NORTH OF THE NORTHWEST CORNER OF A FIELD, AND 44 FEET NORTHEAST
 AX2195'OF THE NORTHEAST POINT OF GRASS BETWEEN ROADS TO THE SOUTH AND
 AX2195'SOUTHWEST.
 AX2195
 AX2195                          STATION RECOVERY (1990)
 AX2195
 AX2195'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2195'RECOVERED IN GOOD CONDITION.
 AX2195
 AX2195                          STATION RECOVERY (1993)
 AX2195
 AX2195'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2195'RECOVERED IN GOOD CONDITION.
 AX2195
 AX2195                          STATION RECOVERY (1997)
 AX2195
 AX2195'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (DPM)
 AX2195'AT A T-TURN FROM WEST TO NORTH OF CTY ROAD 196 -BROWNSBORO LANE- SOUTH
 AX2195'AND WEST OF FM 1322.
 AX2195
 AX2195                          STATION RECOVERY (1999)
 AX2195
 AX2195'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2195'RECOVERED IN GOOD CONDITION.
 AX2195
 AX2195                          STATION RECOVERY (2006)
 AX2195
 AX2195'RECOVERY NOTE BY US POWER SQUADRON 2006 (GS)
 AX2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0195 ***********************************************************************
 AZ0195  DESIGNATION -  G 79
 AZ0195  PID         -  AZ0195
 AZ0195  STATE/COUNTY-  TX/EDWARDS
 AZ0195  USGS QUAD   -  CARTA VALLEY SE (1978)
 AZ0195
 AZ0195                         *CURRENT SURVEY CONTROL
 AZ0195  ___________________________________________________________________
 AZ0195* NAD 83(1986)-  29 48 36.     (N)    100 35 47.     (W)     SCALED    
 AZ0195* NAVD 88     -       633.858  (meters)    2079.58   (feet)  ADJUSTED  
 AZ0195  ___________________________________________________________________
 AZ0195  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 AZ0195  DYNAMIC HT  -         632.912 (meters)    2076.48  (feet)  COMP
 AZ0195  MODELED GRAV-     979,130.4   (mgal)                       NAVD 88
 AZ0195
 AZ0195  VERT ORDER  -  FIRST     CLASS II
 AZ0195
 AZ0195.The horizontal coordinates were scaled from a topographic map and have
 AZ0195.an estimated accuracy of +/- 6 seconds.
 AZ0195
 AZ0195.The orthometric height was determined by differential leveling
 AZ0195.and adjusted by the National Geodetic Survey in June 1991..
 AZ0195
 AZ0195.The geoid height was determined by GEOID03.
 AZ0195
 AZ0195.The dynamic height is computed by dividing the NAVD 88
 AZ0195.geopotential number by the normal gravity value computed on the
 AZ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0195.degrees latitude (g = 980.6199 gals.).
 AZ0195
 AZ0195.The modeled gravity was interpolated from observed gravity values.
 AZ0195
 AZ0195;                    North         East    Units  Estimated Accuracy
 AZ0195;SPC TXSC     - 4,220,120.      445,700.      MT  (+/- 180 meters Scaled)
 AZ0195
 AZ0195                          SUPERSEDED SURVEY CONTROL
 AZ0195
 AZ0195  NGVD 29 (??/??/92)  633.790  (m)         2079.36   (f) ADJ UNCH    1 2
 AZ0195
 AZ0195.Superseded values are not recommended for survey control.
 AZ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0195.See file dsdata.txt to determine how the superseded data were derived.
 AZ0195
 AZ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT457988(NAD 83)
 AZ0195_MARKER: DB = BENCH MARK DISK
 AZ0195_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0195_SP_SET: OUTCROP
 AZ0195_STAMPING: 2079.359 G 79 1931
 AZ0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0195+STABILITY: POSITION/ELEVATION WELL
 AZ0195
 AZ0195  HISTORY     - Date     Condition        Report By
 AZ0195  HISTORY     - 1931     MONUMENTED       CGS
 AZ0195  HISTORY     - 1971     GOOD             USGS
 AZ0195  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0195
 AZ0195                          STATION DESCRIPTION
 AZ0195
 AZ0195'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0195'5.4 MI NE FROM CARTA VALLEY.
 AZ0195'5.4 MILES NE ALONG US HWY. 377 FROM CARTA VALLEY, EDWARDS COUNTY. 1070
 AZ0195'FEET SOUTH OF THE CENTER OF A BRIDGE, 31 FEET EAST OF THE CENTERLINE
 AZ0195'OF THE HIGHWAY, 3 FEET EAST OF THE ROW FENCE.  SET IN A ROCK OUTCROP.
 AZ0195'A STANDARD DISK, STAMPED 2079.359 G 79 1931.
 AZ0195
 AZ0195                          STATION RECOVERY (1981)
 AZ0195
 AZ0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1529 ***********************************************************************
 AX1529  DESIGNATION -  G 790
 AX1529  PID         -  AX1529
 AX1529  STATE/COUNTY-  TX/CALDWELL
 AX1529  USGS QUAD   -  DELHI (1981)
 AX1529
 AX1529                         *CURRENT SURVEY CONTROL
 AX1529  ___________________________________________________________________
 AX1529* NAD 83(1986)-  29 51 19.     (N)    097 28 18.     (W)     SCALED    
 AX1529* NAVD 88     -       169.60   (+/-2cm)     556.4    (feet)  VERTCON   
 AX1529  ___________________________________________________________________
 AX1529  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX1529
 AX1529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1529
 AX1529.The horizontal coordinates were scaled from a topographic map and have
 AX1529.an estimated accuracy of +/- 6 seconds.
 AX1529
 AX1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1529.The vertical order pertains to the NGVD 29 superseded value.
 AX1529
 AX1529.The geoid height was determined by GEOID03.
 AX1529
 AX1529;                    North         East    Units  Estimated Accuracy
 AX1529;SPC TXSC     - 4,225,050.      747,660.      MT  (+/- 180 meters Scaled)
 AX1529
 AX1529                          SUPERSEDED SURVEY CONTROL
 AX1529
 AX1529  NGVD 29 (??/??/92)  169.534  (m)          556.21   (f) ADJ UNCH    2 0
 AX1529
 AX1529.Superseded values are not recommended for survey control.
 AX1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1529.See file dsdata.txt to determine how the superseded data were derived.
 AX1529
 AX1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU476037(NAD 83)
 AX1529_MARKER: DB = BENCH MARK DISK
 AX1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1529_STAMPING: G 790 1943
 AX1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1529+STABILITY: SURFACE MOTION
 AX1529
 AX1529  HISTORY     - Date     Condition        Report By
 AX1529  HISTORY     - 1943     MONUMENTED       CGS
 AX1529  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1529
 AX1529                          STATION DESCRIPTION
 AX1529
 AX1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1529'3 MI E FROM MCMAHAN.
 AX1529'3.0 MILES EAST ALONG A GRADED ROAD LEADING TO DELHI FROM THE POST
 AX1529'OFFICE AT MCMAHAN, CALDWELL COUNTY, AT THE J.T. STOREY RANCH, 72 FEET
 AX1529'NORTHEAST OF THE CENTER OF A GATE AT THE ENTRANCE TO THE RANCH, 36
 AX1529'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  15 FEET SOUTHWEST OF A
 AX1529'FENCE CORNER, 1 FOOT SOUTH OF THE FENCE, 3 FEET EAST OF A WHITE WOODEN
 AX1529'WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 AX1529'STAMPED G 790 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1529'0.6 FOOT ABOVE GROUND.
 AX1529
 AX1529                          STATION RECOVERY (1999)
 AX1529
 AX1529'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0993 ***********************************************************************
 AJ0993  DESIGNATION -  G 793
 AJ0993  PID         -  AJ0993
 AJ0993  STATE/COUNTY-  TX/ZAPATA
 AJ0993  USGS QUAD   -  LAS OVEJAS CREEK (1980)
 AJ0993
 AJ0993                         *CURRENT SURVEY CONTROL
 AJ0993  ___________________________________________________________________
 AJ0993* NAD 83(1986)-  27 10 44.     (N)    099 11 38.     (W)     SCALED    
 AJ0993* NAVD 88     -       143.073  (meters)     469.40   (feet)  ADJUSTED  
 AJ0993  ___________________________________________________________________
 AJ0993  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AJ0993  DYNAMIC HT  -         142.843 (meters)     468.64  (feet)  COMP
 AJ0993  MODELED GRAV-     979,035.1   (mgal)                       NAVD 88
 AJ0993
 AJ0993  VERT ORDER  -  SECOND    CLASS 0
 AJ0993
 AJ0993.The horizontal coordinates were scaled from a topographic map and have
 AJ0993.an estimated accuracy of +/- 6 seconds.
 AJ0993
 AJ0993.The orthometric height was determined by differential leveling
 AJ0993.and adjusted by the National Geodetic Survey in June 1991..
 AJ0993
 AJ0993.The geoid height was determined by GEOID03.
 AJ0993
 AJ0993.The dynamic height is computed by dividing the NAVD 88
 AJ0993.geopotential number by the normal gravity value computed on the
 AJ0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0993.degrees latitude (g = 980.6199 gals.).
 AJ0993
 AJ0993.The modeled gravity was interpolated from observed gravity values.
 AJ0993
 AJ0993;                    North         East    Units  Estimated Accuracy
 AJ0993;SPC TX S     - 5,167,730.      231,250.      MT  (+/- 180 meters Scaled)
 AJ0993
 AJ0993                          SUPERSEDED SURVEY CONTROL
 AJ0993
 AJ0993  NGVD 29 (??/??/92)  143.117  (m)          469.54   (f) ADJ UNCH    2 0
 AJ0993
 AJ0993.Superseded values are not recommended for survey control.
 AJ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0993.See file dsdata.txt to determine how the superseded data were derived.
 AJ0993
 AJ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR807062(NAD 83)
 AJ0993_MARKER: DB = BENCH MARK DISK
 AJ0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0993_STAMPING: G 793 1943
 AJ0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0993+STABILITY: SURFACE MOTION
 AJ0993
 AJ0993  HISTORY     - Date     Condition        Report By
 AJ0993  HISTORY     - 1943     MONUMENTED       CGS
 AJ0993  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0993
 AJ0993                          STATION DESCRIPTION
 AJ0993
 AJ0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0993'19.7 MI NE FROM SAN YGNACIO.
 AJ0993'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 19.7 MILES
 AJ0993'NORTHEASTERLY ALONG A GRAVEL AND DIRT ROAD TO A RIGHT ANGLE CURVE AND
 AJ0993'SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE EAST OF THE ESPOJO
 AJ0993'PRIMITIJO URIBE RANCH HOUSE.  IT IS 9.5 FEET WEST OF AND ABOUT 1.0
 AJ0993'FOOT ABOVE THE CENTERLINE OF DIRT ROAD, 22.0 FEET SOUTHWEST OF THE
 AJ0993'INTERSECTION OF A DIRT ROAD LEADING NORTHEAST.  IT IS 2.5 FEET WEST OF
 AJ0993'THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH
 AJ0993'WHITE WOODEN MARKER POST, AND PROJECTS 0.4 FOOT.
 AJ0993
 AJ0993                          STATION RECOVERY (1975)
 AJ0993
 AJ0993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0935 ***********************************************************************
 AE0935  DESIGNATION -  G 794
 AE0935  PID         -  AE0935
 AE0935  STATE/COUNTY-  TX/JIM HOGG
 AE0935  USGS QUAD   -  BORREGOS RANCH (1993)
 AE0935
 AE0935                         *CURRENT SURVEY CONTROL
 AE0935  ___________________________________________________________________
 AE0935* NAD 83(1986)-  26 50 36.     (N)    098 42 41.     (W)     SCALED    
 AE0935* NAVD 88     -       165.990  (meters)     544.59   (feet)  ADJUSTED  
 AE0935  ___________________________________________________________________
 AE0935  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AE0935  DYNAMIC HT  -         165.718 (meters)     543.69  (feet)  COMP
 AE0935  MODELED GRAV-     979,004.6   (mgal)                       NAVD 88
 AE0935
 AE0935  VERT ORDER  -  SECOND    CLASS 0
 AE0935
 AE0935.The horizontal coordinates were scaled from a topographic map and have
 AE0935.an estimated accuracy of +/- 6 seconds.
 AE0935
 AE0935.The orthometric height was determined by differential leveling
 AE0935.and adjusted by the National Geodetic Survey in June 1991..
 AE0935
 AE0935.The geoid height was determined by GEOID03.
 AE0935
 AE0935.The dynamic height is computed by dividing the NAVD 88
 AE0935.geopotential number by the normal gravity value computed on the
 AE0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0935.degrees latitude (g = 980.6199 gals.).
 AE0935
 AE0935.The modeled gravity was interpolated from observed gravity values.
 AE0935
 AE0935;                    North         East    Units  Estimated Accuracy
 AE0935;SPC TX S     - 5,130,380.      278,990.      MT  (+/- 180 meters Scaled)
 AE0935
 AE0935                          SUPERSEDED SURVEY CONTROL
 AE0935
 AE0935  NGVD 29 (??/??/92)  166.030  (m)          544.72   (f) ADJ UNCH    2 0
 AE0935
 AE0935.Superseded values are not recommended for survey control.
 AE0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0935.See file dsdata.txt to determine how the superseded data were derived.
 AE0935
 AE0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ286691(NAD 83)
 AE0935_MARKER: DB = BENCH MARK DISK
 AE0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0935_STAMPING: G 794 1943
 AE0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0935+STABILITY: SURFACE MOTION
 AE0935
 AE0935  HISTORY     - Date     Condition        Report By
 AE0935  HISTORY     - 1943     MONUMENTED       CGS
 AE0935
 AE0935                          STATION DESCRIPTION
 AE0935
 AE0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0935'10.7 MI SW FROM AGUA NUEVA.
 AE0935'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY - HEBBRONVILLE ROAD
 AE0935'AND A DIRT TRACK ROAD LEADING WEST THROUGH THE BORREGOS RANCH (3.9
 AE0935'MILES SOUTH OF THE POST OFFICE AT AGUA NUEVA), PROCEED 6.8 MILES
 AE0935'WESTERLY ALONG A DIRT TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0935'1.0 MILE WEST OF THE A.C. JONES AND TOM EAST PROPERTY LINE.  IT IS
 AE0935'12.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0935'THE ROAD.  MONUMENT IS 2.0 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0935'POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0896 ***********************************************************************
 AJ0896  DESIGNATION -  G 795
 AJ0896  PID         -  AJ0896
 AJ0896  STATE/COUNTY-  TX/WEBB
 AJ0896  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0896
 AJ0896                         *CURRENT SURVEY CONTROL
 AJ0896  ___________________________________________________________________
 AJ0896* NAD 83(1986)-  27 18 44.     (N)    099 21 33.     (W)     SCALED    
 AJ0896* NAVD 88     -       139.793  (meters)     458.64   (feet)  ADJUSTED  
 AJ0896  ___________________________________________________________________
 AJ0896  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AJ0896  DYNAMIC HT  -         139.570 (meters)     457.91  (feet)  COMP
 AJ0896  MODELED GRAV-     979,050.4   (mgal)                       NAVD 88
 AJ0896
 AJ0896  VERT ORDER  -  SECOND    CLASS 0
 AJ0896
 AJ0896.The horizontal coordinates were scaled from a topographic map and have
 AJ0896.an estimated accuracy of +/- 6 seconds.
 AJ0896
 AJ0896.The orthometric height was determined by differential leveling
 AJ0896.and adjusted by the National Geodetic Survey in June 1991..
 AJ0896
 AJ0896.The geoid height was determined by GEOID03.
 AJ0896
 AJ0896.The dynamic height is computed by dividing the NAVD 88
 AJ0896.geopotential number by the normal gravity value computed on the
 AJ0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0896.degrees latitude (g = 980.6199 gals.).
 AJ0896
 AJ0896.The modeled gravity was interpolated from observed gravity values.
 AJ0896
 AJ0896;                    North         East    Units  Estimated Accuracy
 AJ0896;SPC TX S     - 5,182,600.      214,970.      MT  (+/- 180 meters Scaled)
 AJ0896
 AJ0896                          SUPERSEDED SURVEY CONTROL
 AJ0896
 AJ0896  NGVD 29 (??/??/92)  139.860  (m)          458.86   (f) ADJ UNCH    2 0
 AJ0896
 AJ0896.Superseded values are not recommended for survey control.
 AJ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0896.See file dsdata.txt to determine how the superseded data were derived.
 AJ0896
 AJ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR644210(NAD 83)
 AJ0896_MARKER: DB = BENCH MARK DISK
 AJ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0896_STAMPING: G 795 1943
 AJ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0896+STABILITY: SURFACE MOTION
 AJ0896
 AJ0896  HISTORY     - Date     Condition        Report By
 AJ0896  HISTORY     - 1943     MONUMENTED       CGS
 AJ0896  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0896
 AJ0896                          STATION DESCRIPTION
 AJ0896
 AJ0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0896'20.6 MI SE FROM LAREDO.
 AJ0896'TO REACH FROM THE TEX-MEX RAILROAD STATION AT LAREDO, PROCEED 2.7
 AJ0896'MILES SOUTHEASTERLY ALONG TRACKS TO AN OVERHEAD PASS AT MILE POST NO.
 AJ0896'4, THENCE 3.8 MILES SOUTH ALONG U.S. HIGHWAY NO. 83 TO THE
 AJ0896'INTERSECTION OF A GRAVEL ROAD LEADING SOUTHEASTERLY, THENCE 14.1 MILE
 AJ0896'SOUTHEASTERLY ALONG GRAVEL ROAD TO A SMALL WHITE FRAME HOUSE ON THE
 AJ0896'SOUTHWEST SIDE OF ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 0.2 MILE
 AJ0896'NORTHWEST OF A SMALL FRAME HOUSE.  IT IS 29.0 FEET NORTHEAST OF AND
 AJ0896'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD, 1.0 FOOT
 AJ0896'SOUTHWEST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTHEAST
 AJ0896'OF A 4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.5 FOOT.
 AJ0896
 AJ0896                          STATION RECOVERY (1975)
 AJ0896
 AJ0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0787 ***********************************************************************
 AE0787  DESIGNATION -  G 796
 AE0787  PID         -  AE0787
 AE0787  STATE/COUNTY-  TX/JIM HOGG
 AE0787  USGS QUAD   -  GUERRA (1983)
 AE0787
 AE0787                         *CURRENT SURVEY CONTROL
 AE0787  ___________________________________________________________________
 AE0787* NAD 83(1986)-  26 59 39.     (N)    098 54 03.     (W)     SCALED    
 AE0787* NAVD 88     -       181.460  (meters)     595.34   (feet)  ADJUSTED  
 AE0787  ___________________________________________________________________
 AE0787  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AE0787  DYNAMIC HT  -         181.163 (meters)     594.37  (feet)  COMP
 AE0787  MODELED GRAV-     979,008.0   (mgal)                       NAVD 88
 AE0787
 AE0787  VERT ORDER  -  SECOND    CLASS 0
 AE0787
 AE0787.The horizontal coordinates were scaled from a topographic map and have
 AE0787.an estimated accuracy of +/- 6 seconds.
 AE0787
 AE0787.The orthometric height was determined by differential leveling
 AE0787.and adjusted by the National Geodetic Survey in June 1991..
 AE0787
 AE0787.The geoid height was determined by GEOID03.
 AE0787
 AE0787.The dynamic height is computed by dividing the NAVD 88
 AE0787.geopotential number by the normal gravity value computed on the
 AE0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0787.degrees latitude (g = 980.6199 gals.).
 AE0787
 AE0787.The modeled gravity was interpolated from observed gravity values.
 AE0787
 AE0787;                    North         East    Units  Estimated Accuracy
 AE0787;SPC TX S     - 5,147,140.      260,220.      MT  (+/- 180 meters Scaled)
 AE0787
 AE0787                          SUPERSEDED SURVEY CONTROL
 AE0787
 AE0787  NGVD 29 (??/??/92)  181.476  (m)          595.39   (f) ADJ UNCH    2 0
 AE0787
 AE0787.Superseded values are not recommended for survey control.
 AE0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0787.See file dsdata.txt to determine how the superseded data were derived.
 AE0787
 AE0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ098857(NAD 83)
 AE0787_MARKER: DB = BENCH MARK DISK
 AE0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0787_STAMPING: G 796 1943
 AE0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0787+STABILITY: SURFACE MOTION
 AE0787
 AE0787  HISTORY     - Date     Condition        Report By
 AE0787  HISTORY     - 1943     MONUMENTED       CGS
 AE0787
 AE0787                          STATION DESCRIPTION
 AE0787
 AE0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0787'6.0 LMI S FROM RANDADO.
 AE0787'TO REACH FROM THE SCHOOL BUILDING AT RANDADO, PROCEED 6.0 MILES
 AE0787'SOUTHERLY ALONG THE RIO GRANDE CITY ROAD TO SITE OF BENCH MARK. BENCH
 AE0787'MARK IS 34.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF
 AE0787'THE ROAD, 0.8 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE. MONUMENT IS
 AE0787'3.2 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2
 AE0787'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0008 ***********************************************************************
 AY0008  DESIGNATION -  G 797
 AY0008  PID         -  AY0008
 AY0008  STATE/COUNTY-  TX/COMAL
 AY0008  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0008
 AY0008                         *CURRENT SURVEY CONTROL
 AY0008  ___________________________________________________________________
 AY0008* NAD 83(1986)-  29 38 31.     (N)    098 13 51.     (W)     SCALED    
 AY0008* NAVD 88     -       215.073  (meters)     705.62   (feet)  ADJUSTED  
 AY0008  ___________________________________________________________________
 AY0008  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AY0008  DYNAMIC HT  -         214.761 (meters)     704.60  (feet)  COMP
 AY0008  MODELED GRAV-     979,187.8   (mgal)                       NAVD 88
 AY0008
 AY0008  VERT ORDER  -  FIRST     CLASS II
 AY0008
 AY0008.The horizontal coordinates were scaled from a topographic map and have
 AY0008.an estimated accuracy of +/- 6 seconds.
 AY0008
 AY0008.The orthometric height was determined by differential leveling
 AY0008.and adjusted by the National Geodetic Survey in June 1991..
 AY0008
 AY0008.The geoid height was determined by GEOID03.
 AY0008
 AY0008.The dynamic height is computed by dividing the NAVD 88
 AY0008.geopotential number by the normal gravity value computed on the
 AY0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0008.degrees latitude (g = 980.6199 gals.).
 AY0008
 AY0008.The modeled gravity was interpolated from observed gravity values.
 AY0008
 AY0008;                    North         East    Units  Estimated Accuracy
 AY0008;SPC TXSC     - 4,200,690.      674,470.      MT  (+/- 180 meters Scaled)
 AY0008
 AY0008                          SUPERSEDED SURVEY CONTROL
 AY0008
 AY0008.No superseded survey control is available for this station.
 AY0008
 AY0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT744793(NAD 83)
 AY0008_MARKER: DB = BENCH MARK DISK
 AY0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0008_SP_SET: CULVERT
 AY0008_STAMPING: G 797 1943
 AY0008_MARK LOGO: CGS   
 AY0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0008
 AY0008  HISTORY     - Date     Condition        Report By
 AY0008  HISTORY     - 1943     MONUMENTED       CGS
 AY0008  HISTORY     - 1957     GOOD             DOD
 AY0008  HISTORY     - 1980     GOOD             NGS
 AY0008  HISTORY     - 1988     GOOD             USPSQD
 AY0008  HISTORY     - 1988     GOOD             USPSQD
 AY0008  HISTORY     - 1989     GOOD             USPSQD
 AY0008  HISTORY     - 1990     GOOD             USPSQD
 AY0008  HISTORY     - 19990925 GOOD             USPSQD
 AY0008
 AY0008                          STATION DESCRIPTION
 AY0008
 AY0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0008'7.7 MI SW FROM NEW BRAUNFELS.
 AY0008'7.7 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0008'FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 5 POLES NORTHEAST OF
 AY0008'MILEPOST 1011, OPPOSITE WOODEN TRESTLE 1010.8, AT A DOUBLE 4- BY
 AY0008'4-FOOT CONCRETE CULVERT UNDER AN ASPHALT ROAD PARALLELING THE TRACK,
 AY0008'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL, 12 FEET
 AY0008'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 54 FEET NORTHWEST OF THE
 AY0008'CENTERLINE OF THE TRACK, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD
 AY0008'DISK.
 AY0008
 AY0008                          STATION RECOVERY (1957)
 AY0008
 AY0008'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0008'RECOVERED IN GOOD CONDITION.
 AY0008
 AY0008                          STATION RECOVERY (1980)
 AY0008
 AY0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0008'9.1 KM (5.65 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AY0008'35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW BRAUNFELS, THENCE
 AY0008'1.3 KM (0.8 MI) NORTHWEST ALONG SCHWAB ROAD, THENCE 1.6 KM (1.0 MI)
 AY0008'SOUTHWEST ALONG STATE HIGHWAY 482 WHICH PARALLELS THE MISSOURI KANSAS
 AY0008'AND TEXAS RAILROAD, ON TOP OF THE NORTHEAST END OF THE SOUTHEAST
 AY0008'HEADWALL OF A DOUBLE 1.4 BY 1.4-METER CONCRETE CULVERT UNDER THE
 AY0008'HIGHWAY, 3.7 METERS (12.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AY0008'HIGHWAY.
 AY0008'THE MARK IS 1.4 M BELOW THE TRACKS.
 AY0008
 AY0008                          STATION RECOVERY (1988)
 AY0008
 AY0008'RECOVERY NOTE BY US POWER SQUADRON 1988 (NY)
 AY0008'RECOVERED IN GOOD CONDITION.
 AY0008
 AY0008                          STATION RECOVERY (1988)
 AY0008
 AY0008'RECOVERY NOTE BY US POWER SQUADRON 1988 (NYR)
 AY0008'RECOVERED IN GOOD CONDITION.
 AY0008
 AY0008                          STATION RECOVERY (1989)
 AY0008
 AY0008'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0008'RECOVERED IN GOOD CONDITION.
 AY0008
 AY0008                          STATION RECOVERY (1990)
 AY0008
 AY0008'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0008'RECOVERED IN GOOD CONDITION.
 AY0008
 AY0008                          STATION RECOVERY (1999)
 AY0008
 AY0008'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0312 ***********************************************************************
 AY0312  DESIGNATION -  G 799
 AY0312  PID         -  AY0312
 AY0312  STATE/COUNTY-  TX/BEXAR
 AY0312  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0312
 AY0312                         *CURRENT SURVEY CONTROL
 AY0312  ___________________________________________________________________
 AY0312* NAD 83(1986)-  29 24 24.     (N)    098 30 18.     (W)     SCALED    
 AY0312* NAVD 88     -       193.578  (meters)     635.10   (feet)  POSTED    
 AY0312  ___________________________________________________________________
 AY0312  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AY0312  DYNAMIC HT  -         193.300 (meters)     634.19  (feet)  COMP
 AY0312  MODELED GRAV-     979,185.8   (mgal)                       NAVD 88
 AY0312
 AY0312  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0312
 AY0312.The horizontal coordinates were scaled from a topographic map and have
 AY0312.an estimated accuracy of +/- 6 seconds.
 AY0312
 AY0312.The orthometric height was determined by differential leveling
 AY0312.and adjusted by the National Geodetic Survey in 1992..
 AY0312.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0312.rate of 1.1 thru 2.0 mm/km.
 AY0312
 AY0312.The geoid height was determined by GEOID03.
 AY0312
 AY0312.The dynamic height is computed by dividing the NAVD 88
 AY0312.geopotential number by the normal gravity value computed on the
 AY0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0312.degrees latitude (g = 980.6199 gals.).
 AY0312
 AY0312.The modeled gravity was interpolated from observed gravity values.
 AY0312
 AY0312;                    North         East    Units  Estimated Accuracy
 AY0312;SPC TXSC     - 4,174,470.      648,040.      MT  (+/- 180 meters Scaled)
 AY0312
 AY0312                          SUPERSEDED SURVEY CONTROL
 AY0312
 AY0312  NGVD 29 (??/??/92)  193.457  (m)          634.70   (f) ADJ UNCH    1 2
 AY0312
 AY0312.Superseded values are not recommended for survey control.
 AY0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0312.See file dsdata.txt to determine how the superseded data were derived.
 AY0312
 AY0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT480531(NAD 83)
 AY0312_MARKER: DB = BENCH MARK DISK
 AY0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0312_SP_SET: UNDER PASS
 AY0312_STAMPING: G 799 1943
 AY0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0312
 AY0312  HISTORY     - Date     Condition        Report By
 AY0312  HISTORY     - 1943     MONUMENTED       CGS
 AY0312  HISTORY     - 1946     GOOD             NGS
 AY0312  HISTORY     - 19950510 GOOD             USPSQD
 AY0312
 AY0312                          STATION DESCRIPTION
 AY0312
 AY0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0312'2.9 MI SW FROM SAN ANTONIO.
 AY0312'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0312'PROCEED 2.9 MILES SOUTHWEST ALONG THE TRACKS TO THE NOGALITOS STREET
 AY0312'UNDER PASS AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN
 AY0312'THE TOP OF THE SOUTHEAST WALL OF UNDER PASS.  IT IS 7. TELEGRAPH POLES
 AY0312'WEST OF MILE POST NO. 212, 9.4 FEET SOUTH OF THE SOUTH RAIL AND ABOUT
 AY0312'THE SAME ELEVATION AS THE CENTERLINE OF THE SOUTHERN PACIFIC TRACKS.
 AY0312'IT IS 2.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STEEL RAILROAD
 AY0312'BRIDGE OVER THE UNDER PASS.
 AY0312
 AY0312                          STATION RECOVERY (1946)
 AY0312
 AY0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0312'RECOVERED IN GOOD CONDITION.
 AY0312
 AY0312                          STATION RECOVERY (1995)
 AY0312
 AY0312'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0706 ***********************************************************************
 CA0706  DESIGNATION -  G 8
 CA0706  PID         -  CA0706
 CA0706  STATE/COUNTY-  TX/COLEMAN
 CA0706  USGS QUAD   -  VALERA (1967)
 CA0706
 CA0706                         *CURRENT SURVEY CONTROL
 CA0706  ___________________________________________________________________
 CA0706* NAD 83(1986)-  31 45 11.     (N)    099 34 29.     (W)     SCALED    
 CA0706* NAVD 88     -       569.584  (meters)    1868.71   (feet)  ADJUSTED  
 CA0706  ___________________________________________________________________
 CA0706  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CA0706  DYNAMIC HT  -         568.825 (meters)    1866.22  (feet)  COMP
 CA0706  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 CA0706
 CA0706  VERT ORDER  -  SECOND    CLASS 0
 CA0706
 CA0706.The horizontal coordinates were scaled from a topographic map and have
 CA0706.an estimated accuracy of +/- 6 seconds.
 CA0706
 CA0706.The orthometric height was determined by differential leveling
 CA0706.and adjusted by the National Geodetic Survey in June 1991..
 CA0706
 CA0706.The geoid height was determined by GEOID03.
 CA0706
 CA0706.The dynamic height is computed by dividing the NAVD 88
 CA0706.geopotential number by the normal gravity value computed on the
 CA0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0706.degrees latitude (g = 980.6199 gals.).
 CA0706
 CA0706.The modeled gravity was interpolated from observed gravity values.
 CA0706
 CA0706;                    North         East    Units  Estimated Accuracy
 CA0706;SPC TX C     - 3,231,540.      771,870.      MT  (+/- 180 meters Scaled)
 CA0706
 CA0706                          SUPERSEDED SURVEY CONTROL
 CA0706
 CA0706  NGVD 29 (??/??/92)  569.459  (m)         1868.30   (f) ADJ UNCH    2 0
 CA0706
 CA0706.Superseded values are not recommended for survey control.
 CA0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0706.See file dsdata.txt to determine how the superseded data were derived.
 CA0706
 CA0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA455132(NAD 83)
 CA0706_MARKER: DD = SURVEY DISK
 CA0706_SETTING: 66 = SET IN ROCK OUTCROP
 CA0706_SP_SET: SANDSTONE LEDGE
 CA0706_STAMPING: 1868.241 G 8 1923
 CA0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0706+STABILITY: POSITION/ELEVATION WELL
 CA0706
 CA0706  HISTORY     - Date     Condition        Report By
 CA0706  HISTORY     - 1923     MONUMENTED       USGS
 CA0706  HISTORY     - 1940     GOOD             NGS
 CA0706
 CA0706                          STATION DESCRIPTION
 CA0706
 CA0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0706'1.5 MI W FROM VALERA.
 CA0706'1.5 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0706'STATION AT VALERA, COLEMAN COUNTY, ABOUT 100 FEET NORTHEAST OF
 CA0706'MILEPOST 13, 40 FEET NORTH OF BRIDGE 12 E, 60 FEET EAST OF A CREEK, IN
 CA0706'THE TOP OF A SANDSTONE LEDGE, AND 40 FEET NORTH OF THE CENTERLINE OF
 CA0706'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED G
 CA0706'8 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0639 ***********************************************************************
 AB0639  DESIGNATION -  G 8
 AB0639  PID         -  AB0639
 AB0639  STATE/COUNTY-  TX/CAMERON
 AB0639  USGS QUAD   -  RIO HONDO (1980)
 AB0639
 AB0639                         *CURRENT SURVEY CONTROL
 AB0639  ___________________________________________________________________
 AB0639* NAD 83(1986)-  26 08 27.     (N)    097 34 42.     (W)     SCALED    
 AB0639* NAVD 88     -         8.583  (meters)      28.16   (feet)  ADJUSTED  
 AB0639  ___________________________________________________________________
 AB0639  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 AB0639  DYNAMIC HT  -           8.569 (meters)      28.11  (feet)  COMP
 AB0639  MODELED GRAV-     979,038.7   (mgal)                       NAVD 88
 AB0639
 AB0639  VERT ORDER  -  SECOND    CLASS 0
 AB0639
 AB0639.The horizontal coordinates were scaled from a topographic map and have
 AB0639.an estimated accuracy of +/- 6 seconds.
 AB0639
 AB0639.The orthometric height was determined by differential leveling
 AB0639.and adjusted by the National Geodetic Survey in June 1991..
 AB0639
 AB0639.The geoid height was determined by GEOID03.
 AB0639
 AB0639.The dynamic height is computed by dividing the NAVD 88
 AB0639.geopotential number by the normal gravity value computed on the
 AB0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0639.degrees latitude (g = 980.6199 gals.).
 AB0639
 AB0639.The modeled gravity was interpolated from observed gravity values.
 AB0639
 AB0639;                    North         East    Units  Estimated Accuracy
 AB0639;SPC TX S     - 5,052,870.      392,170.      MT  (+/- 180 meters Scaled)
 AB0639
 AB0639                          SUPERSEDED SURVEY CONTROL
 AB0639
 AB0639  NGVD 29 (??/??/92)    8.689  (m)           28.51   (f) ADJ UNCH    2 0
 AB0639
 AB0639.Superseded values are not recommended for survey control.
 AB0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0639.See file dsdata.txt to determine how the superseded data were derived.
 AB0639
 AB0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP421920(NAD 83)
 AB0639_MARKER: DD = SURVEY DISK
 AB0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0639_SP_SET: CULVERT
 AB0639_STAMPING: G 8 28.46
 AB0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0639
 AB0639  HISTORY     - Date     Condition        Report By
 AB0639  HISTORY     - UNK      MONUMENTED
 AB0639  HISTORY     - 1956     MARK NOT FOUND   NGS
 AB0639
 AB0639                          STATION DESCRIPTION
 AB0639
 AB0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AB0639'4.2 MI E FROM SAN BENITO.
 AB0639'4.2 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0639'BENITO, CAMERON COUNTY, 2.4 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0639'TO BAYVIEW, 35 FEET NORTH OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF
 AB0639'THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE
 AB0639'NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED G 8 28.46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0229 ***********************************************************************
 BN0229  DESIGNATION -  G 80
 BN0229  PID         -  BN0229
 BN0229  STATE/COUNTY-  TX/MASON
 BN0229  USGS QUAD   -  KATEMCY (1970)
 BN0229
 BN0229                         *CURRENT SURVEY CONTROL
 BN0229  ___________________________________________________________________
 BN0229* NAD 83(1986)-  30 55 41.     (N)    099 16 56.     (W)     SCALED    
 BN0229* NAVD 88     -       517.071  (meters)    1696.42   (feet)  ADJUSTED  
 BN0229  ___________________________________________________________________
 BN0229  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 BN0229  DYNAMIC HT  -         516.361 (meters)    1694.09  (feet)  COMP
 BN0229  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 BN0229
 BN0229  VERT ORDER  -  FIRST     CLASS II
 BN0229
 BN0229.The horizontal coordinates were scaled from a topographic map and have
 BN0229.an estimated accuracy of +/- 6 seconds.
 BN0229
 BN0229.The orthometric height was determined by differential leveling
 BN0229.and adjusted by the National Geodetic Survey in June 1991..
 BN0229
 BN0229.The geoid height was determined by GEOID03.
 BN0229
 BN0229.The dynamic height is computed by dividing the NAVD 88
 BN0229.geopotential number by the normal gravity value computed on the
 BN0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0229.degrees latitude (g = 980.6199 gals.).
 BN0229
 BN0229.The modeled gravity was interpolated from observed gravity values.
 BN0229
 BN0229;                    North         East    Units  Estimated Accuracy
 BN0229;SPC TX C     - 3,140,310.      800,450.      MT  (+/- 180 meters Scaled)
 BN0229
 BN0229                          SUPERSEDED SURVEY CONTROL
 BN0229
 BN0229  NGVD 29 (??/??/92)  517.001  (m)         1696.19   (f) ADJ UNCH    1 2
 BN0229
 BN0229.Superseded values are not recommended for survey control.
 BN0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0229.See file dsdata.txt to determine how the superseded data were derived.
 BN0229
 BN0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV730216(NAD 83)
 BN0229_MARKER: DB = BENCH MARK DISK
 BN0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0229_STAMPING: G 80 1931
 BN0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0229+STABILITY: SURFACE MOTION
 BN0229
 BN0229  HISTORY     - Date     Condition        Report By
 BN0229  HISTORY     - 1931     MONUMENTED       CGS
 BN0229  HISTORY     - 1953     GOOD             NGS
 BN0229  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0229  HISTORY     - 19960213 MARK NOT FOUND   USPSQD
 BN0229
 BN0229                          STATION DESCRIPTION
 BN0229
 BN0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0229'13.0 MI N FROM MASON.
 BN0229'13.0 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT MASON,
 BN0229'0.85 MILE SOUTH OF THE MASON AND MCCULLOCH COUNTY LINE, MIDWAY BETWEEN
 BN0229'2 SMALL HILLS, 69 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 60 FEET
 BN0229'NORTH OF A 24 INCH OAK TREE, 11 FEET WEST OF A STONE FENCE, 10 FEET
 BN0229'WEST OF TELEPHONE POLE 7, 2 FEET NORTH OF A WITNESS POST, IN THE
 BN0229'BOTTOM OF A GRADER DITCH, SET IN THE TOP OF A CONCRETE POST WHICH
 BN0229'PROJECTS 1.2 FEET ABOVE THE GROUND.
 BN0229
 BN0229                          STATION RECOVERY (1982)
 BN0229
 BN0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0229'WHAT IS BELIEVED TO BE CONCRETE POST FOUND IN ROCK FENCE, DISK NOT
 BN0229'FOUND.
 BN0229
 BN0229                          STATION RECOVERY (1996)
 BN0229
 BN0229'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1088 ***********************************************************************
 AE1088  DESIGNATION -  G 800
 AE1088  PID         -  AE1088
 AE1088  STATE/COUNTY-  TX/ZAPATA
 AE1088  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1088
 AE1088                         *CURRENT SURVEY CONTROL
 AE1088  ___________________________________________________________________
 AE1088* NAD 83(1986)-  26 48 19.     (N)    099 13 50.     (W)     SCALED    
 AE1088* NAVD 88     -        84.197  (meters)     276.24   (feet)  ADJUSTED  
 AE1088  ___________________________________________________________________
 AE1088  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AE1088  DYNAMIC HT  -          84.061 (meters)     275.79  (feet)  COMP
 AE1088  MODELED GRAV-     979,031.4   (mgal)                       NAVD 88
 AE1088
 AE1088  VERT ORDER  -  FIRST     CLASS II
 AE1088
 AE1088.The horizontal coordinates were scaled from a topographic map and have
 AE1088.an estimated accuracy of +/- 6 seconds.
 AE1088
 AE1088.The orthometric height was determined by differential leveling
 AE1088.and adjusted by the National Geodetic Survey in June 1991..
 AE1088.WARNING-Repeat measurements at this control monument indicate possible
 AE1088.vertical movement.
 AE1088
 AE1088.The geoid height was determined by GEOID03.
 AE1088
 AE1088.The dynamic height is computed by dividing the NAVD 88
 AE1088.geopotential number by the normal gravity value computed on the
 AE1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1088.degrees latitude (g = 980.6199 gals.).
 AE1088
 AE1088.The modeled gravity was interpolated from observed gravity values.
 AE1088
 AE1088;                    North         East    Units  Estimated Accuracy
 AE1088;SPC TX S     - 5,126,360.      227,370.      MT  (+/- 180 meters Scaled)
 AE1088
 AE1088                          SUPERSEDED SURVEY CONTROL
 AE1088
 AE1088  NGVD 29 (??/??/92)   84.244  (m)          276.39   (f) ADJ UNCH    1 2
 AE1088
 AE1088.Superseded values are not recommended for survey control.
 AE1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1088.See file dsdata.txt to determine how the superseded data were derived.
 AE1088
 AE1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ770648(NAD 83)
 AE1088_MARKER: DB = BENCH MARK DISK
 AE1088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1088_SP_SET: CULVERT
 AE1088_STAMPING: G 800 1943
 AE1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1088
 AE1088  HISTORY     - Date     Condition        Report By
 AE1088  HISTORY     - 1943     MONUMENTED       CGS
 AE1088  HISTORY     - 1956     GOOD             NGS
 AE1088
 AE1088                          STATION DESCRIPTION
 AE1088
 AE1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1088'10.7 MI SE FROM ZAPATA.
 AE1088'ABOUT 3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1088'ZAPATA, THENCE 7.3 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, 0.25
 AE1088'MILE NORTHWEST OF A CONCRETE BRIDGE, 21 FEET NORTHEAST OF THE CENTER
 AE1088'LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 AE1088'NORTHEAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4168 ***********************************************************************
 AW4168  DESIGNATION -  G 801
 AW4168  PID         -  AW4168
 AW4168  STATE/COUNTY-  TX/FORT BEND
 AW4168  USGS QUAD   -  GUY (1980)
 AW4168
 AW4168                         *CURRENT SURVEY CONTROL
 AW4168  ___________________________________________________________________
 AW4168* NAD 83(1986)-  29 20 42.     (N)    095 47 02.     (W)     SCALED    
 AW4168* NAVD 88     -        22.86   (+/-2cm)      75.0    (feet)  VERTCON   
 AW4168  ___________________________________________________________________
 AW4168  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW4168
 AW4168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4168
 AW4168.The horizontal coordinates were scaled from a topographic map and have
 AW4168.an estimated accuracy of +/- 6 seconds.
 AW4168
 AW4168.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4168.The vertical order pertains to the NGVD 29 superseded value.
 AW4168
 AW4168.The geoid height was determined by GEOID03.
 AW4168
 AW4168;                    North         East    Units  Estimated Accuracy
 AW4168;SPC TXSC     - 4,171,830.      912,250.      MT  (+/- 180 meters Scaled)
 AW4168
 AW4168                          SUPERSEDED SURVEY CONTROL
 AW4168
 AW4168  NGVD 29 (??/??/92)   22.860  (m)           75.00   (f) ADJ UNCH    2 0
 AW4168
 AW4168.Superseded values are not recommended for survey control.
 AW4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4168.See file dsdata.txt to determine how the superseded data were derived.
 AW4168
 AW4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN296494(NAD 83)
 AW4168_MARKER: DB = BENCH MARK DISK
 AW4168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4168_STAMPING: G 801 1943
 AW4168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4168+STABILITY: SURFACE MOTION
 AW4168
 AW4168  HISTORY     - Date     Condition        Report By
 AW4168  HISTORY     - 1943     MONUMENTED       CGS
 AW4168  HISTORY     - 1973     GOOD             NGS
 AW4168  HISTORY     - 1987     GOOD             USPSQD
 AW4168  HISTORY     - 1988     GOOD             USPSQD
 AW4168  HISTORY     - 1989     GOOD             USPSQD
 AW4168  HISTORY     - 19980110 GOOD             USPSQD
 AW4168  HISTORY     - 19991120 GOOD             USPSQD
 AW4168
 AW4168                          STATION DESCRIPTION
 AW4168
 AW4168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4168'0.6 MI SW FROM GUY.
 AW4168'0.5 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE JUNCTION OF STATE
 AW4168'HIGHWAY 36 AND FARM ROAD 1994 AT GUY, THENCE 0.1 MILE NORTHWEST ALONG
 AW4168'AN OLD RAILROAD BED AND FENCE LINE, 0.1 MILE NORTHWEST ALONG A FENCE
 AW4168'LINE AND AN OLD RAILROAD BED FROM BENCH MARK N 1213, 45 FEET SOUTHWEST
 AW4168'OF THE CENTER OF THE RAILROAD BED, 30 FEET NORTHWEST OF A T JUCTION
 AW4168'FENCE POST, 1.6 FEET NORTHEAST OF A FENCE, AND SET IN THE TOP OF A
 AW4168'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 AW4168
 AW4168                          STATION RECOVERY (1987)
 AW4168
 AW4168'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW4168'RECOVERED IN GOOD CONDITION.
 AW4168
 AW4168                          STATION RECOVERY (1988)
 AW4168
 AW4168'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4168'RECOVERED IN GOOD CONDITION.
 AW4168
 AW4168                          STATION RECOVERY (1989)
 AW4168
 AW4168'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAR)
 AW4168'RECOVERED IN GOOD CONDITION.
 AW4168
 AW4168                          STATION RECOVERY (1998)
 AW4168
 AW4168'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4168'RECOVERED IN GOOD CONDITION.
 AW4168
 AW4168                          STATION RECOVERY (1999)
 AW4168
 AW4168'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4216 ***********************************************************************
 AW4216  DESIGNATION -  G 802
 AW4216  PID         -  AW4216
 AW4216  STATE/COUNTY-  TX/FORT BEND
 AW4216  USGS QUAD   -  GUY (1980)
 AW4216
 AW4216                         *CURRENT SURVEY CONTROL
 AW4216  ___________________________________________________________________
 AW4216* NAD 83(1986)-  29 20 11.     (N)    095 47 52.     (W)     SCALED    
 AW4216* NAVD 88     -        21.37   (+/-2cm)      70.1    (feet)  VERTCON   
 AW4216  ___________________________________________________________________
 AW4216  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW4216
 AW4216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4216
 AW4216.The horizontal coordinates were scaled from a topographic map and have
 AW4216.an estimated accuracy of +/- 6 seconds.
 AW4216
 AW4216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4216.The vertical order pertains to the NGVD 29 superseded value.
 AW4216
 AW4216.The geoid height was determined by GEOID03.
 AW4216
 AW4216;                    North         East    Units  Estimated Accuracy
 AW4216;SPC TXSC     - 4,170,840.      910,920.      MT  (+/- 180 meters Scaled)
 AW4216
 AW4216                          SUPERSEDED SURVEY CONTROL
 AW4216
 AW4216  NGVD 29 (??/??/92)   21.364  (m)           70.09   (f) ADJ UNCH    2 0
 AW4216
 AW4216.Superseded values are not recommended for survey control.
 AW4216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4216.See file dsdata.txt to determine how the superseded data were derived.
 AW4216
 AW4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN283485(NAD 83)
 AW4216_MARKER: DB = BENCH MARK DISK
 AW4216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4216_STAMPING: G 802 1943
 AW4216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4216+STABILITY: SURFACE MOTION
 AW4216
 AW4216  HISTORY     - Date     Condition        Report By
 AW4216  HISTORY     - 1943     MONUMENTED       CGS
 AW4216  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW4216
 AW4216                          STATION DESCRIPTION
 AW4216
 AW4216'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4216'1.0 MI SW FROM GUY.
 AW4216'TO REACH FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE
 AW4216'SANTA FE RAILROAD AT GUY.  PROCEED SOUTHWESTERLY 1.0 MILE ALONG THE
 AW4216'SANTA FE RAILROAD TO MILE POST NO. 17 AND SITE OF BENCH MARK.  BENCH
 AW4216'MARK IS ABOUT MIDWAY BETWEEN TWO ROAD CROSSINGS, 6 POLES NORTHEAST OF
 AW4216'A SWITCH AT THE SOUTHWEST END OF DOUBLE TRACK, 52.0 FEET SOUTHEAST OF
 AW4216'THE CENTERLINE OF THE MAIN TRACK, 24.0 FEET SOUTHWEST OF MILE POST NO.
 AW4216'17, 3.0 FEET NORTHEAST OF A 4 BY 4 INCH WOODEN MARKER POST, 2.0 FEET
 AW4216'NORTHWEST OF RIGHT-OF-WAY FENCE AND IN LINE WITH THE SOUTHWEST END OF
 AW4216'RAILROAD BRIDGE NO. 16-B.  MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET
 AW4216'IN A CONCRETE POST.
 AW4216
 AW4216                          STATION RECOVERY (1989)
 AW4216
 AW4216'RECOVERY NOTE BY US POWER SQUADRON 1989 (USP)
 AW4216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4411 ***********************************************************************
 AW4411  DESIGNATION -  G 803
 AW4411  PID         -  AW4411
 AW4411  STATE/COUNTY-  TX/BRAZORIA
 AW4411  USGS QUAD   -  OTEY (1980)
 AW4411
 AW4411                         *CURRENT SURVEY CONTROL
 AW4411  ___________________________________________________________________
 AW4411* NAD 83(1986)-  29 18 26.     (N)    095 32 47.     (W)     SCALED    
 AW4411* NAVD 88     -        12.64   (+/-2cm)      41.5    (feet)  VERTCON   
 AW4411  ___________________________________________________________________
 AW4411  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW4411
 AW4411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4411
 AW4411.The horizontal coordinates were scaled from a topographic map and have
 AW4411.an estimated accuracy of +/- 6 seconds.
 AW4411
 AW4411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4411.The vertical order pertains to the NGVD 29 superseded value.
 AW4411
 AW4411.The geoid height was determined by GEOID03.
 AW4411
 AW4411;                    North         East    Units  Estimated Accuracy
 AW4411;SPC TXSC     - 4,168,300.      935,420.      MT  (+/- 180 meters Scaled)
 AW4411
 AW4411                          SUPERSEDED SURVEY CONTROL
 AW4411
 AW4411  NGVD 29 (??/??/92)   12.64   (m)           41.5    (f) COMPUTED    2 0
 AW4411
 AW4411.Superseded values are not recommended for survey control.
 AW4411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4411.See file dsdata.txt to determine how the superseded data were derived.
 AW4411
 AW4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN526447(NAD 83)
 AW4411_MARKER: DB = BENCH MARK DISK
 AW4411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4411_STAMPING: G 803 1943
 AW4411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4411+STABILITY: SURFACE MOTION
 AW4411
 AW4411  HISTORY     - Date     Condition        Report By
 AW4411  HISTORY     - 1943     MONUMENTED       CGS
 AW4411  HISTORY     - 1953     POOR             USGS
 AW4411
 AW4411                          STATION DESCRIPTION
 AW4411
 AW4411'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4411'6.9 MI W FROM BONNEY.
 AW4411'TO REACH FROM THE GENERAL STORE AT BONNEY.  PROCEED SOUTHERLY 0.9 MILE
 AW4411'ALONG STATE HIGHWAY NO. 288, THENCE WESTERLY 6.0 MILES ALONG THE
 AW4411'RAMSEY STATE PRISON FARM GRAVEL AND DIRT ROAD TO A LARGE DRAINAGE
 AW4411'DITCH AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.8 MILES EAST OF
 AW4411'RAMSEY PRISON CAMP NO. 3, ABOUT 0.5 MILE WEST OF A LARGE WOODEN
 AW4411'BRIDGE, 38.0 FEET NORTHEAST OF THE NORTH END OF A SMALL WOODEN BRIDGE,
 AW4411'45.0 FEET NORTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE
 AW4411'ROAD, 41.0 FEET EAST OF THE CENTERLINE OF THE DRAINAGE DITCH AND 3.0
 AW4411'FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AW4411'ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4411
 AW4411                          STATION RECOVERY (1953)
 AW4411
 AW4411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AW4411'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4663 ***********************************************************************
 AW4663  DESIGNATION -  G 804
 AW4663  PID         -  AW4663
 AW4663  STATE/COUNTY-  TX/HARRIS
 AW4663  USGS QUAD   -  ADDICKS (1995)
 AW4663
 AW4663                         *CURRENT SURVEY CONTROL
 AW4663  ___________________________________________________________________
 AW4663* NAD 83(1986)-  29 45 28.     (N)    095 38 41.     (W)     SCALED    
 AW4663* NAVD 88     -        28.16   (+/-2cm)      92.4    (feet)  VERTCON   
 AW4663  ___________________________________________________________________
 AW4663  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW4663
 AW4663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4663
 AW4663.The horizontal coordinates were scaled from a topographic map and have
 AW4663.an estimated accuracy of +/- 6 seconds.
 AW4663
 AW4663.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4663.The vertical order pertains to the NGVD 29 superseded value.
 AW4663
 AW4663.The geoid height was determined by GEOID03.
 AW4663
 AW4663;                    North         East    Units  Estimated Accuracy
 AW4663;SPC TXSC     - 4,217,940.      924,440.      MT  (+/- 180 meters Scaled)
 AW4663
 AW4663                          SUPERSEDED SURVEY CONTROL
 AW4663
 AW4663  NGVD 29 (??/??/92)   28.158  (m)           92.38   (f) ADJ UNCH    2 0
 AW4663
 AW4663.Superseded values are not recommended for survey control.
 AW4663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4663.See file dsdata.txt to determine how the superseded data were derived.
 AW4663
 AW4663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN442948(NAD 83)
 AW4663_MARKER: DB = BENCH MARK DISK
 AW4663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4663_SP_SET: CULVERT
 AW4663_STAMPING: G 804 1943
 AW4663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4663
 AW4663  HISTORY     - Date     Condition        Report By
 AW4663  HISTORY     - 1943     MONUMENTED       CGS
 AW4663  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4663  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 AW4663  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW4663
 AW4663                          STATION DESCRIPTION
 AW4663
 AW4663'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4663'1.6 MI S FROM ADDICKS.
 AW4663'TO REACH FROM THE ADDICKS SCHOOL AT ADDICKS-- PROCEED 1.6 MILES
 AW4663'SOUTHERLY ALONG THE ADDICKS-HOWELL ROAD TO SITE OF BENCH MARK.  BENCH
 AW4663'MARK IS ABOUT 0.1 MILE NORTH OF THE GOAR ROAD INTERSECTION LEADING
 AW4663'EAST, AND 17.6 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AW4663'CENTERLINE OF ROAD.  IT IS SET HORIZONTALLY IN THE SOUTH END OF THE
 AW4663'EAST HEADWALL OF A SMALL CONCRETE CULVERT.  A STANDARD DISK, STAMPED G
 AW4663'804 1943.
 AW4663
 AW4663                          STATION RECOVERY (1973)
 AW4663
 AW4663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4663'MARK NOT FOUND.
 AW4663
 AW4663                          STATION RECOVERY (1995)
 AW4663
 AW4663'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4663'MARK NOT FOUND.
 AW4663
 AW4663                          STATION RECOVERY (2004)
 AW4663
 AW4663'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0559 ***********************************************************************
 BM0559  DESIGNATION -  G 804
 BM0559  PID         -  BM0559
 BM0559  STATE/COUNTY-  TX/TRAVIS
 BM0559  USGS QUAD   -  AUSTIN EAST (1988)
 BM0559
 BM0559                         *CURRENT SURVEY CONTROL
 BM0559  ___________________________________________________________________
 BM0559* NAD 83(1986)-  30 15 55.     (N)    097 40 48.     (W)     SCALED    
 BM0559* NAVD 88     -       138.35   (+/-2cm)     453.9    (feet)  VERTCON   
 BM0559  ___________________________________________________________________
 BM0559  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BM0559
 BM0559  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0559
 BM0559.The horizontal coordinates were scaled from a topographic map and have
 BM0559.an estimated accuracy of +/- 6 seconds.
 BM0559
 BM0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0559.The vertical order pertains to the NGVD 29 superseded value.
 BM0559
 BM0559.The geoid height was determined by GEOID03.
 BM0559
 BM0559;                    North         East    Units  Estimated Accuracy
 BM0559;SPC TX C     - 3,069,410.      955,290.      MT  (+/- 180 meters Scaled)
 BM0559
 BM0559                          SUPERSEDED SURVEY CONTROL
 BM0559
 BM0559  NGVD 29 (??/??/92)  138.262  (m)          453.61   (f) ADJ UNCH    1 2
 BM0559
 BM0559.Superseded values are not recommended for survey control.
 BM0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0559.See file dsdata.txt to determine how the superseded data were derived.
 BM0559
 BM0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU269489(NAD 83)
 BM0559_MARKER: DB = BENCH MARK DISK
 BM0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0559_STAMPING: G 804 1953
 BM0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0559+STABILITY: SURFACE MOTION
 BM0559
 BM0559  HISTORY     - Date     Condition        Report By
 BM0559  HISTORY     - 1953     MONUMENTED       CGS
 BM0559  HISTORY     - 19910222 MARK NOT FOUND   USPSQD
 BM0559  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0559  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 BM0559
 BM0559                          STATION DESCRIPTION
 BM0559
 BM0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0559'3.8 MI E FROM AUSTIN.
 BM0559'3.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0559'STATION AT AUSTIN, 3 FEET EAST OF MILEPOST 111, 28 FEET SOUTH OF THE
 BM0559'SOUTH RAIL, 68.5 FEET NORTH OF A FENCE, 2.5 FEET WEST OF A WITNESS
 BM0559'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BM0559'THE GROUND.
 BM0559
 BM0559                          STATION RECOVERY (1991)
 BM0559
 BM0559'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0559'MARK NOT FOUND.
 BM0559
 BM0559                          STATION RECOVERY (1999)
 BM0559
 BM0559'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0559'MARK NOT FOUND.
 BM0559
 BM0559                          STATION RECOVERY (2001)
 BM0559
 BM0559'RECOVERY NOTE BY US POWER SQUADRON 2001 (CVS)
 BM0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0426 ***********************************************************************
 BM0426  DESIGNATION -  G 805
 BM0426  PID         -  BM0426
 BM0426  STATE/COUNTY-  TX/BASTROP
 BM0426  USGS QUAD   -  BASTROP (1982)
 BM0426
 BM0426                         *CURRENT SURVEY CONTROL
 BM0426  ___________________________________________________________________
 BM0426* NAD 83(1986)-  30 07 17.     (N)    097 19 13.     (W)     SCALED    
 BM0426* NAVD 88     -       113.332  (meters)     371.82   (feet)  ADJUSTED  
 BM0426  ___________________________________________________________________
 BM0426  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BM0426  DYNAMIC HT  -         113.179 (meters)     371.32  (feet)  COMP
 BM0426  MODELED GRAV-     979,289.3   (mgal)                       NAVD 88
 BM0426
 BM0426  VERT ORDER  -  FIRST     CLASS I
 BM0426
 BM0426.The horizontal coordinates were scaled from a topographic map and have
 BM0426.an estimated accuracy of +/- 6 seconds.
 BM0426
 BM0426.The orthometric height was determined by differential leveling
 BM0426.and adjusted by the National Geodetic Survey in June 1991..
 BM0426
 BM0426.The geoid height was determined by GEOID03.
 BM0426
 BM0426.The dynamic height is computed by dividing the NAVD 88
 BM0426.geopotential number by the normal gravity value computed on the
 BM0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0426.degrees latitude (g = 980.6199 gals.).
 BM0426
 BM0426.The modeled gravity was interpolated from observed gravity values.
 BM0426
 BM0426;                    North         East    Units  Estimated Accuracy
 BM0426;SPC TX C     - 3,054,340.      990,330.      MT  (+/- 180 meters Scaled)
 BM0426
 BM0426                          SUPERSEDED SURVEY CONTROL
 BM0426
 BM0426  NGVD 29 (??/??/92)  113.266  (m)          371.61   (f) ADJ UNCH    1 1
 BM0426
 BM0426.Superseded values are not recommended for survey control.
 BM0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0426.See file dsdata.txt to determine how the superseded data were derived.
 BM0426
 BM0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU618334(NAD 83)
 BM0426_MARKER: DB = BENCH MARK DISK
 BM0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0426_STAMPING: G 805 1953
 BM0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0426+STABILITY: SURFACE MOTION
 BM0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0426+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 BM0426
 BM0426  HISTORY     - Date     Condition        Report By
 BM0426  HISTORY     - 1953     MONUMENTED       CGS
 BM0426  HISTORY     - 1978     GOOD             NGS
 BM0426  HISTORY     - 19951226 GOOD             USPSQD
 BM0426  HISTORY     - 20031112 GOOD             USPSQD
 BM0426
 BM0426                          STATION DESCRIPTION
 BM0426
 BM0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0426'1.0 MI N FROM BASTROP.
 BM0426'1.0 MILES NORTH ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 BM0426'FROM THE STATION AT BASTROP, 30.6 FEET WEST OF THE 2ND POLE WEST OF
 BM0426'MILEPOST 953, 26 FEET NORTH OF THE NORTH RAIL, 1.3 FEET SOUTH OF A
 BM0426'FENCE, 2.7 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BM0426'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0426
 BM0426                          STATION RECOVERY (1978)
 BM0426
 BM0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0426'ADD=42 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL FRAME
 BM0426'HOUSE NUMBER 710, 39 FEET WEST OF A 36 INCH ELM TREE, 3 FEET
 BM0426'SOUTHWEST OF A FENCE CORNER, AND 1 FOOT EAST OF A NEW METAL
 BM0426'WITNESS POST.
 BM0426
 BM0426                          STATION RECOVERY (1995)
 BM0426
 BM0426'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0426'RECOVERED IN GOOD CONDITION.
 BM0426
 BM0426                          STATION RECOVERY (2003)
 BM0426
 BM0426'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0426'THE SMALL HOUSE REFERRED TO HAS BEEN RAZED.  THE MARK IS ABOUT HALF
 BM0426'WAY BETWEEN MAIN AND PECAN STREETS ON AN UNMAINTAINED TRACK ROAD
 BM0426'CALLED HAWTHORNE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2125 ***********************************************************************
 AW2125  DESIGNATION -  G 805 X
 AW2125  PID         -  AW2125
 AW2125  STATE/COUNTY-  TX/FORT BEND
 AW2125  USGS QUAD   -  MISSOURI CITY (1995)
 AW2125
 AW2125                         *CURRENT SURVEY CONTROL
 AW2125  ___________________________________________________________________
 AW2125* NAD 83(1986)-  29 37 19.     (N)    095 34 16.     (W)     SCALED    
 AW2125* NAVD 88     -        23.887  (meters)      78.37   (feet)  ADJUSTED  
 AW2125  ___________________________________________________________________
 AW2125  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW2125  DYNAMIC HT  -          23.854 (meters)      78.26  (feet)  COMP
 AW2125  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 AW2125
 AW2125  VERT ORDER  -  FIRST     CLASS II
 AW2125
 AW2125.The horizontal coordinates were scaled from a topographic map and have
 AW2125.an estimated accuracy of +/- 6 seconds.
 AW2125
 AW2125.The orthometric height was determined by differential leveling
 AW2125.and adjusted by the National Geodetic Survey in September 1996..
 AW2125
 AW2125.The geoid height was determined by GEOID03.
 AW2125
 AW2125.The dynamic height is computed by dividing the NAVD 88
 AW2125.geopotential number by the normal gravity value computed on the
 AW2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2125.degrees latitude (g = 980.6199 gals.).
 AW2125
 AW2125.The modeled gravity was interpolated from observed gravity values.
 AW2125
 AW2125;                    North         East    Units  Estimated Accuracy
 AW2125;SPC TXSC     - 4,203,090.      932,000.      MT  (+/- 180 meters Scaled)
 AW2125
 AW2125                          SUPERSEDED SURVEY CONTROL
 AW2125
 AW2125  NAVD 88 (06/15/91)   24.148  (m)           79.23   (f) UNKNOWN     1 2
 AW2125  NGVD 29 (12/23/87)   24.143  (m)           79.21   (f) ADJUSTED    1 2
 AW2125
 AW2125.Superseded values are not recommended for survey control.
 AW2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2125.See file dsdata.txt to determine how the superseded data were derived.
 AW2125
 AW2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN510796(NAD 83)
 AW2125_MARKER: DB = BENCH MARK DISK
 AW2125_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2125_SP_SET: CULVERT HEADWALL
 AW2125_STAMPING: G 805 X 1943
 AW2125_MARK LOGO: CGS   
 AW2125_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2125+STABILITY: SURFACE MOTION
 AW2125
 AW2125  HISTORY     - Date     Condition        Report By
 AW2125  HISTORY     - 1943     MONUMENTED       CGS
 AW2125  HISTORY     - 1973     GOOD             NGS
 AW2125  HISTORY     - 1978     GOOD             NGS
 AW2125  HISTORY     - 1986     GOOD             NGS
 AW2125  HISTORY     - 1987     GOOD             USPSQD
 AW2125  HISTORY     - 1987     GOOD             USPSQD
 AW2125  HISTORY     - 1987     GOOD             USPSQD
 AW2125  HISTORY     - 1989     GOOD             USPSQD
 AW2125  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2125  HISTORY     - 19951007 GOOD             CHANCE
 AW2125  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW2125
 AW2125                          STATION DESCRIPTION
 AW2125
 AW2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2125'0.9 MI NW FROM STAFFORD.
 AW2125'0.65 MILE NORTHWEST ALONG NORTH MAIN STREET FROM THE JUNCTION OF
 AW2125'STAFFORD ROAD AT STAFFORD, THENCE 0.25 MILE NORTHWEST ALONG U.S.
 AW2125'HIGHWAY 90 ALT., 0.05 MILE NORTHWEST OF THE JUNCTION OF A DRIVEWAY TO
 AW2125'A HOUSE AT 3737 SOUTH MAIN STREET, IN THE TOP AND 6.3 FEET SOUTHEAST
 AW2125'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF DOUBLE
 AW2125'CONCRETE BOX CULVERTS, 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW2125'EASTBOUND LANES OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE
 AW2125'HIGHWAY.
 AW2125
 AW2125                          STATION RECOVERY (1978)
 AW2125
 AW2125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2125'RECOVERED IN GOOD CONDITION.
 AW2125
 AW2125                          STATION RECOVERY (1986)
 AW2125
 AW2125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2125'RECOVERED IN GOOD CONDITION.  NOTE--A RUBBING WAS TAKEN AND THE
 AW2125'STAMPING IS G 805 X 1943.
 AW2125
 AW2125                          STATION RECOVERY (1987)
 AW2125
 AW2125'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2125'RECOVERED IN GOOD CONDITION.
 AW2125
 AW2125                          STATION RECOVERY (1987)
 AW2125
 AW2125'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW2125'RECOVERED IN GOOD CONDITION.
 AW2125
 AW2125                          STATION RECOVERY (1987)
 AW2125
 AW2125'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2125'RECOVERED IN GOOD CONDITION.
 AW2125
 AW2125                          STATION RECOVERY (1989)
 AW2125
 AW2125'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2125'RECOVERED IN GOOD CONDITION.
 AW2125
 AW2125                          STATION RECOVERY (1993)
 AW2125
 AW2125'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2125'MARK NOT FOUND.
 AW2125
 AW2125                          STATION RECOVERY (1995)
 AW2125
 AW2125'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2125'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE DRIVEWAY AND HOUSE
 AW2125'MENTIONED IN THE DESCRIPTION ARE DESTROYED, IT IS NOW PROMENADE
 AW2125'BOULEVARD.  ADDITIONAL TIES FOLLOW.  42 FT (12.8 M) SOUTH OF THE SOUTH
 AW2125'EDGE OF THE WESTBOUND LANES OF THE HIGHWAY, 7 FT (2.1 M) NORTH OF THE
 AW2125'NORTH EDGE OF THE EASTBOUND LANES OF THE HIGHWAY, 76.5 FT (23.3 M)
 AW2125'WEST OF THE STOP SIGN FOR THE SOUTHBOUND CROSSOVER LANE, 77 FT (23.5
 AW2125'M) WEST OF THE WEST END OF A CULVERT UNDER THE CROSSOVER ROAD, 104 FT
 AW2125'(31.7 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE
 AW2125'CROSSOVER ROAD, 89.5 FT (27.3 M) NORTH OF A UTILITY POLE WITH
 AW2125'TRANSFORMER.
 AW2125
 AW2125                          STATION RECOVERY (2004)
 AW2125
 AW2125'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW2125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0443 ***********************************************************************
 BM0443  DESIGNATION -  G 806
 BM0443  PID         -  BM0443
 BM0443  STATE/COUNTY-  TX/BASTROP
 BM0443  USGS QUAD   -  BASTROP (1982)
 BM0443
 BM0443                         *CURRENT SURVEY CONTROL
 BM0443  ___________________________________________________________________
 BM0443* NAD 83(1986)-  30 01 15.     (N)    097 16 52.     (W)     SCALED    
 BM0443* NAVD 88     -       113.659  (meters)     372.90   (feet)  ADJUSTED  
 BM0443  ___________________________________________________________________
 BM0443  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BM0443  DYNAMIC HT  -         113.506 (meters)     372.39  (feet)  COMP
 BM0443  MODELED GRAV-     979,291.1   (mgal)                       NAVD 88
 BM0443
 BM0443  VERT ORDER  -  FIRST     CLASS I
 BM0443
 BM0443.The horizontal coordinates were scaled from a topographic map and have
 BM0443.an estimated accuracy of +/- 6 seconds.
 BM0443
 BM0443.The orthometric height was determined by differential leveling
 BM0443.and adjusted by the National Geodetic Survey in June 1991..
 BM0443
 BM0443.The geoid height was determined by GEOID03.
 BM0443
 BM0443.The dynamic height is computed by dividing the NAVD 88
 BM0443.geopotential number by the normal gravity value computed on the
 BM0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0443.degrees latitude (g = 980.6199 gals.).
 BM0443
 BM0443.The modeled gravity was interpolated from observed gravity values.
 BM0443
 BM0443;                    North         East    Units  Estimated Accuracy
 BM0443;SPC TX C     - 3,043,300.      994,410.      MT  (+/- 180 meters Scaled)
 BM0443
 BM0443                          SUPERSEDED SURVEY CONTROL
 BM0443
 BM0443  NGVD 29 (??/??/92)  113.609  (m)          372.73   (f) ADJ UNCH    1 1
 BM0443
 BM0443.Superseded values are not recommended for survey control.
 BM0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0443.See file dsdata.txt to determine how the superseded data were derived.
 BM0443
 BM0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU657223(NAD 83)
 BM0443_MARKER: DB = BENCH MARK DISK
 BM0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0443_STAMPING: G 806 1953
 BM0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0443+STABILITY: SURFACE MOTION
 BM0443
 BM0443  HISTORY     - Date     Condition        Report By
 BM0443  HISTORY     - 1953     MONUMENTED       CGS
 BM0443  HISTORY     - 1973     GOOD             NGS
 BM0443  HISTORY     - 1978     GOOD             NGS
 BM0443  HISTORY     - 20040516 MARK NOT FOUND   USPSQD
 BM0443
 BM0443                          STATION DESCRIPTION
 BM0443
 BM0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0443'7.0 MI SE FROM BASTROP.
 BM0443'ABOUT 7.0 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0443'RAILROAD FROM THE STATION AT BASTROP ABOUT 0.15  MILES SOUTHEAST OF A
 BM0443'TRESTLE, 143.0 FEET WEST OF AND ACROSS THE TRACK FROM MILEPOST 961,
 BM0443'46.0 FEET SOUTHWEST OF THE SOUTHWEST TRACK, 41.5 FEET NORTHEAST OF THE
 BM0443'CENTER LINE OF THE FARM ROAD 2571, 8.5 FEET SOUTHWEST OF A TELEPHONE
 BM0443'POLE, 1730 ON TOP OF A LOW BANK CUT, 3.0 FEET ABOVE THE ROAD, 0.7 FEET
 BM0443'NORTHEAST OF A METAL WITNESS POST AND IS A DISK IN THE TOP OF A
 BM0443'CONCRETE POST PROJECTING ABOUT 5-IN.
 BM0443
 BM0443                          STATION RECOVERY (1978)
 BM0443
 BM0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0443'RECOVERED IN GOOD CONDITION.
 BM0443
 BM0443                          STATION RECOVERY (2004)
 BM0443
 BM0443'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2409 ***********************************************************************
 AX2409  DESIGNATION -  G 807
 AX2409  PID         -  AX2409
 AX2409  STATE/COUNTY-  TX/GUADALUPE
 AX2409  USGS QUAD   -  SEGUIN (1994)
 AX2409
 AX2409                         *CURRENT SURVEY CONTROL
 AX2409  ___________________________________________________________________
 AX2409* NAD 83(1986)-  29 34 26.     (N)    097 59 31.     (W)     SCALED    
 AX2409* NAVD 88     -       165.61   (+/-2cm)     543.3    (feet)  VERTCON   
 AX2409  ___________________________________________________________________
 AX2409  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AX2409
 AX2409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2409
 AX2409.The horizontal coordinates were scaled from a topographic map and have
 AX2409.an estimated accuracy of +/- 6 seconds.
 AX2409
 AX2409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2409.The vertical order pertains to the NGVD 29 superseded value.
 AX2409
 AX2409.The geoid height was determined by GEOID03.
 AX2409
 AX2409;                    North         East    Units  Estimated Accuracy
 AX2409;SPC TXSC     - 4,193,320.      697,660.      MT  (+/- 180 meters Scaled)
 AX2409
 AX2409                          SUPERSEDED SURVEY CONTROL
 AX2409
 AX2409  NGVD 29 (??/??/92)  165.529  (m)          543.07   (f) ADJ UNCH    2 0
 AX2409
 AX2409.Superseded values are not recommended for survey control.
 AX2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2409.See file dsdata.txt to determine how the superseded data were derived.
 AX2409
 AX2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT976719(NAD 83)
 AX2409_MARKER: DB = BENCH MARK DISK
 AX2409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2409_SP_SET: CULVERT
 AX2409_STAMPING: G 807 1943
 AX2409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2409
 AX2409  HISTORY     - Date     Condition        Report By
 AX2409  HISTORY     - 1943     MONUMENTED       CGS
 AX2409  HISTORY     - 19880428 MARK NOT FOUND   USPSQD
 AX2409  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2409  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2409  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2409  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2409
 AX2409                          STATION DESCRIPTION
 AX2409
 AX2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2409'1.75 MI W FROM SEGUIN.
 AX2409'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 90 AND STATE
 AX2409'HIGHWAY NO. 123 AT SEGUIN-- PROCEED 1.75 MILES WESTERLY ALONG U.S.
 AX2409'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.55 MILE
 AX2409'EAST OF THE INTERSECTION OF STATE HIGHWAY NO. 3, AND 21.0 FEET NORTH
 AX2409'OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF HIGHWAY.  IT IS SET
 AX2409'HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 AX2409'CULVERT.
 AX2409
 AX2409                          STATION RECOVERY (1988)
 AX2409
 AX2409'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEP)
 AX2409'MARK NOT FOUND.
 AX2409
 AX2409                          STATION RECOVERY (1993)
 AX2409
 AX2409'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2409'MARK NOT FOUND.
 AX2409
 AX2409                          STATION RECOVERY (1999)
 AX2409
 AX2409'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2409'MARK NOT FOUND.
 AX2409
 AX2409                          STATION RECOVERY (2003)
 AX2409
 AX2409'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX2409'CURRENT CONCRETE CULVERT APPEARS TO BE RELATIVELY NEWER (REPLACED)
 AX2409'COMPARED TO OTHERS IN THIS AREA.
 AX2409
 AX2409                          STATION RECOVERY (2005)
 AX2409
 AX2409'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0563 ***********************************************************************
 AY0563  DESIGNATION -  G 809
 AY0563  PID         -  AY0563
 AY0563  STATE/COUNTY-  TX/GUADALUPE
 AY0563  USGS QUAD   -  NEW BERLIN (1957)
 AY0563
 AY0563                         *CURRENT SURVEY CONTROL
 AY0563  ___________________________________________________________________
 AY0563* NAD 83(1986)-  29 25 30.     (N)    098 00 32.     (W)     SCALED    
 AY0563* NAVD 88     -       168.69   (+/-2cm)     553.4    (feet)  VERTCON   
 AY0563  ___________________________________________________________________
 AY0563  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AY0563
 AY0563  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0563
 AY0563.The horizontal coordinates were scaled from a topographic map and have
 AY0563.an estimated accuracy of +/- 6 seconds.
 AY0563
 AY0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0563.The vertical order pertains to the NGVD 29 superseded value.
 AY0563
 AY0563.The geoid height was determined by GEOID03.
 AY0563
 AY0563;                    North         East    Units  Estimated Accuracy
 AY0563;SPC TXSC     - 4,176,810.      696,160.      MT  (+/- 180 meters Scaled)
 AY0563
 AY0563                          SUPERSEDED SURVEY CONTROL
 AY0563
 AY0563  NGVD 29 (??/??/92)  168.608  (m)          553.17   (f) ADJ UNCH    2 0
 AY0563
 AY0563.Superseded values are not recommended for survey control.
 AY0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0563.See file dsdata.txt to determine how the superseded data were derived.
 AY0563
 AY0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT961554(NAD 83)
 AY0563_MARKER: DB = BENCH MARK DISK
 AY0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0563_STAMPING: G 809 1943
 AY0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0563+STABILITY: SURFACE MOTION
 AY0563
 AY0563  HISTORY     - Date     Condition        Report By
 AY0563  HISTORY     - 1943     MONUMENTED       CGS
 AY0563  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0563  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0563
 AY0563                          STATION DESCRIPTION
 AY0563
 AY0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0563'11.9 MI NE FROM LAVERNIA.
 AY0563'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 4.2 MILES NORTHERLY
 AY0563'ALONG THE LAVERNIA-NEW BERLIN ROAD TO A CROSS ROAD INTERSECTION,
 AY0563'THENCE 4.9 MILES EASTERLY TO A SIDE ROAD INTERSECTION LEADING NORTH,
 AY0563'THENCE 1.8 MILES NORTHERLY TO A T-ROAD INTERSECTION, THENCE 1.0 MILE
 AY0563'EASTERLY TO A SIDE ROAD INTERSECTION AND TO SITE OF BENCH MARK. BENCH
 AY0563'MARK IS 39.0 FEET EAST OF THE CENTERLINE OF THE NORTH AND SOUTH ROAD,
 AY0563'AND 27.0 FEET NORTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE
 AY0563'EAST AND WEST ROAD.  IT IS 4.0 FEET EAST OF A RIGHT-OF-WAY FENCE
 AY0563'CORNER, 3.5 FEET NORTH OF THE FENCE, AND 2.0 FEET EAST OF A 4X4-INCH
 AY0563'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT. NOTE-- BENCH MARK IS
 AY0563'ALSO 14.85 MILES SOUTHWEST OF SEGUIN.
 AY0563
 AY0563                          STATION RECOVERY (1999)
 AY0563
 AY0563'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0563'MARK NOT FOUND.
 AY0563
 AY0563                          STATION RECOVERY (2003)
 AY0563
 AY0563'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0116 ***********************************************************************
 BN0116  DESIGNATION -  G 81 RESET 1955
 BN0116  PID         -  BN0116
 BN0116  STATE/COUNTY-  TX/GILLESPIE
 BN0116  USGS QUAD   -  CHERRY MOUNTAIN (1967)
 BN0116
 BN0116                         *CURRENT SURVEY CONTROL
 BN0116  ___________________________________________________________________
 BN0116* NAD 83(1986)-  30 26 09.     (N)    098 58 24.     (W)     SCALED    
 BN0116* NAVD 88     -       630.290  (meters)    2067.88   (feet)  ADJUSTED  
 BN0116  ___________________________________________________________________
 BN0116  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 BN0116  DYNAMIC HT  -         629.409 (meters)    2064.99  (feet)  COMP
 BN0116  MODELED GRAV-     979,222.4   (mgal)                       NAVD 88
 BN0116
 BN0116  VERT ORDER  -  FIRST     CLASS II
 BN0116
 BN0116.The horizontal coordinates were scaled from a topographic map and have
 BN0116.an estimated accuracy of +/- 6 seconds.
 BN0116
 BN0116.The orthometric height was determined by differential leveling
 BN0116.and adjusted by the National Geodetic Survey in June 1991..
 BN0116
 BN0116.The geoid height was determined by GEOID03.
 BN0116
 BN0116.The dynamic height is computed by dividing the NAVD 88
 BN0116.geopotential number by the normal gravity value computed on the
 BN0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0116.degrees latitude (g = 980.6199 gals.).
 BN0116
 BN0116.The modeled gravity was interpolated from observed gravity values.
 BN0116
 BN0116;                    North         East    Units  Estimated Accuracy
 BN0116;SPC TX C     - 3,086,070.      830,630.      MT  (+/- 180 meters Scaled)
 BN0116
 BN0116                          SUPERSEDED SURVEY CONTROL
 BN0116
 BN0116  NGVD 29 (??/??/??)  630.25   (m)         2067.7    (f) RESET       3  
 BN0116
 BN0116.Superseded values are not recommended for survey control.
 BN0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0116.See file dsdata.txt to determine how the superseded data were derived.
 BN0116
 BN0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU025670(NAD 83)
 BN0116_MARKER: DB = BENCH MARK DISK
 BN0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0116_STAMPING: G 81 RESET 1955
 BN0116_MARK LOGO: TXHD  
 BN0116_PROJECTION: FLUSH
 BN0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0116+STABILITY: SURFACE MOTION
 BN0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0116+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0116
 BN0116  HISTORY     - Date     Condition        Report By
 BN0116  HISTORY     - 1955     MONUMENTED       CGS
 BN0116  HISTORY     - 1967     GOOD             USGS
 BN0116  HISTORY     - 1982     GOOD             NGS
 BN0116  HISTORY     - 19930728 GOOD             USPSQD
 BN0116  HISTORY     - 19960309 GOOD             USPSQD
 BN0116  HISTORY     - 20010905 GOOD             INDIV
 BN0116  HISTORY     - 20040326 GOOD             USPSQD
 BN0116  HISTORY     - 20051123 GOOD             USPSQD
 BN0116
 BN0116                          STATION DESCRIPTION
 BN0116
 BN0116'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BN0116'13.1 MI NW FROM FREDERICKSBURG.
 BN0116'13.1 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM THE COURTHOUSE IN
 BN0116'FREDERICKSBURG, GILLESPIE COUNTY, ABOUT 800 FEET SSE OF A JUNCTION
 BN0116'WITH OLD HIGHWAY, 150 FEET SOUTH OF NORTH END OF HIGHWAY CURVE, 62FEET
 BN0116'WSW OF CENTER LINE OF THE HIGHWAY, 1.3 FEET ENE FENCE AND 2 FEET NORTH
 BN0116'OF A WHITE WITNESS POST.  A STANDARD DISK STAMPED G 81 RESET 1955 AND
 BN0116'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE GROUND.
 BN0116
 BN0116                          STATION RECOVERY (1982)
 BN0116
 BN0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0116'16.1 KM (10.05 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION
 BN0116'OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, NOTE, THIS
 BN0116'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY THE
 BN0116'ENGINEERS OF THE TEXAS HIGHWAY DEPARTMENT IN 1955, 18.5 METERS
 BN0116'(61.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.6 METERS
 BN0116'(58.0 FT) SOUTH SOUTHEAST OF THE MOST SOUTHERLY ONE OF THE OAK TREES
 BN0116'IN A CLUSTER ON THE HIGHWAY RIGHT-OF-WAY, AND 0.46 METERS (1.5 FT)
 BN0116'NORTHEAST OF A FENCE.
 BN0116'THE MARK IS 0.6 M ABOVE HIGHWAY.
 BN0116
 BN0116                          STATION RECOVERY (1993)
 BN0116
 BN0116'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0116'RECOVERED IN GOOD CONDITION.
 BN0116
 BN0116                          STATION RECOVERY (1996)
 BN0116
 BN0116'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0116'RECOVERED IN GOOD CONDITION.
 BN0116
 BN0116                          STATION RECOVERY (2001)
 BN0116
 BN0116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AMW)
 BN0116'RECOVERED IN GOOD CONDITION.
 BN0116
 BN0116                          STATION RECOVERY (2004)
 BN0116
 BN0116'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0116'RECOVERED IN GOOD CONDITION.
 BN0116
 BN0116                          STATION RECOVERY (2005)
 BN0116
 BN0116'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0116'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4277 ***********************************************************************
 AW4277  DESIGNATION -  G 810
 AW4277  PID         -  AW4277
 AW4277  STATE/COUNTY-  TX/FORT BEND
 AW4277  USGS QUAD   -  NEEDVILLE (1980)
 AW4277
 AW4277                         *CURRENT SURVEY CONTROL
 AW4277  ___________________________________________________________________
 AW4277* NAD 83(1986)-  29 23 38.     (N)    095 50 36.     (W)     SCALED    
 AW4277* NAVD 88     -        28.48   (+/-2cm)      93.4    (feet)  VERTCON   
 AW4277  ___________________________________________________________________
 AW4277  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW4277
 AW4277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4277
 AW4277.The horizontal coordinates were scaled from a topographic map and have
 AW4277.an estimated accuracy of +/- 6 seconds.
 AW4277
 AW4277.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4277.The vertical order pertains to the NGVD 29 superseded value.
 AW4277
 AW4277.The geoid height was determined by GEOID03.
 AW4277
 AW4277;                    North         East    Units  Estimated Accuracy
 AW4277;SPC TXSC     - 4,177,090.      906,330.      MT  (+/- 180 meters Scaled)
 AW4277
 AW4277                          SUPERSEDED SURVEY CONTROL
 AW4277
 AW4277  NGVD 29 (??/??/92)   28.478  (m)           93.43   (f) ADJ UNCH    2 0
 AW4277
 AW4277.Superseded values are not recommended for survey control.
 AW4277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4277.See file dsdata.txt to determine how the superseded data were derived.
 AW4277
 AW4277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN240549(NAD 83)
 AW4277_MARKER: DB = BENCH MARK DISK
 AW4277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4277_SP_SET: CULVERT
 AW4277_STAMPING: G 810 1943
 AW4277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4277
 AW4277  HISTORY     - Date     Condition        Report By
 AW4277  HISTORY     - 1943     MONUMENTED       CGS
 AW4277  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4277
 AW4277                          STATION DESCRIPTION
 AW4277
 AW4277'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4277'0.45 MI SW FROM NEEDVILLE.
 AW4277'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 0.45 MILE
 AW4277'SOUTHWESTERLY ALONG A DIRT ROAD TO A CONCRETE CULVERT AND SITE OF
 AW4277'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AW4277'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 3X8 FOOT CONCRETE BOX
 AW4277'CULVERT UNDER THE ROAD.  IT IS 15.4 FEET SOUTHEAST OF AND ABOUT 1.0
 AW4277'FOOT ABOVE THE CENTERLINE OF THE ROAD.
 AW4277
 AW4277                          STATION RECOVERY (1995)
 AW4277
 AW4277'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4430 ***********************************************************************
 AW4430  DESIGNATION -  G 811
 AW4430  PID         -  AW4430
 AW4430  STATE/COUNTY-  TX/FORT BEND
 AW4430  USGS QUAD   -  KENDLETON (1981)
 AW4430
 AW4430                         *CURRENT SURVEY CONTROL
 AW4430  ___________________________________________________________________
 AW4430* NAD 83(1986)-  29 29 09.     (N)    095 56 05.     (W)     SCALED    
 AW4430* NAVD 88     -        30.987  (meters)     101.66   (feet)  ADJUSTED  
 AW4430  ___________________________________________________________________
 AW4430  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW4430  DYNAMIC HT  -          30.944 (meters)     101.52  (feet)  COMP
 AW4430  MODELED GRAV-     979,255.9   (mgal)                       NAVD 88
 AW4430
 AW4430  VERT ORDER  -  FIRST     CLASS I
 AW4430
 AW4430.The horizontal coordinates were scaled from a topographic map and have
 AW4430.an estimated accuracy of +/- 6 seconds.
 AW4430
 AW4430.The orthometric height was determined by differential leveling
 AW4430.and adjusted by the National Geodetic Survey in June 1991..
 AW4430
 AW4430.The geoid height was determined by GEOID03.
 AW4430
 AW4430.The dynamic height is computed by dividing the NAVD 88
 AW4430.geopotential number by the normal gravity value computed on the
 AW4430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4430.degrees latitude (g = 980.6199 gals.).
 AW4430
 AW4430.The modeled gravity was interpolated from observed gravity values.
 AW4430
 AW4430;                    North         East    Units  Estimated Accuracy
 AW4430;SPC TXSC     - 4,187,040.      897,200.      MT  (+/- 180 meters Scaled)
 AW4430
 AW4430                          SUPERSEDED SURVEY CONTROL
 AW4430
 AW4430  NGVD 29 (12/23/87)   30.986  (m)          101.66   (f) ADJUSTED    1 1
 AW4430
 AW4430.Superseded values are not recommended for survey control.
 AW4430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4430.See file dsdata.txt to determine how the superseded data were derived.
 AW4430
 AW4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN154654(NAD 83)
 AW4430_MARKER: DB = BENCH MARK DISK
 AW4430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4430_SP_SET: CONCRETE POST
 AW4430_STAMPING: G 811 1943
 AW4430_MARK LOGO: CGS   
 AW4430_PROJECTION: PROJECTING 5 CENTIMETERS
 AW4430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4430+STABILITY: SURFACE MOTION
 AW4430
 AW4430  HISTORY     - Date     Condition        Report By
 AW4430  HISTORY     - 1943     MONUMENTED       CGS
 AW4430  HISTORY     - 1987     GOOD             NGS
 AW4430  HISTORY     - 19951210 GOOD             USPSQD
 AW4430  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4430  HISTORY     - 19980207 GOOD             USPSQD
 AW4430
 AW4430                          STATION DESCRIPTION
 AW4430
 AW4430'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4430'9.5 MI SW FROM ROSENBERG.
 AW4430'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT ROSENBERG,
 AW4430'PROCEED 9.5 MILES SOUTHWESTERLY ALONG THE TRACK TO MILE POST NO. 9 AND
 AW4430'SITE OF BENCH MARK.  BENCH MARK IS BETWEEN THE RAILROAD AND U.S.
 AW4430'HIGHWAY NO. 59.  IT IS 59.6 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 AW4430'HIGHWAY NO. 59, 40.6 FEET SOUTHEAST OF AND ABOUT 1.5 FOOT BELOW THE
 AW4430'CENTERLINE OF THE RAILROAD TRACK, 3.3 FEET SOUTHWEST OF MILE POST NO.
 AW4430'9.  MONUMENT IS 2.0 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER
 AW4430'POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND. A STANDARD DISK, STAMPED
 AW4430'G 811 1943 AND SET IN THE TOP OF A CONCRETE POST.
 AW4430
 AW4430                          STATION RECOVERY (1987)
 AW4430
 AW4430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4430'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.55 KM (1.58
 AW4430'MI) SOUTHWEST ALONG BUSINESS ROUTE 59 FROM THE POST OFFICE IN BEASLEY,
 AW4430'18.3 METERS (60.0 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD,
 AW4430'11.6 METERS (38.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN
 AW4430'PACIFIC COMPANY RAILROAD, 1.0 METER (3.5 FT) SOUTHWEST OF RAILROAD
 AW4430'MILEPOST 9.
 AW4430'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AW4430'THE MARK IS 0.6 M BELOW THE ROAD.
 AW4430
 AW4430                          STATION RECOVERY (1995)
 AW4430
 AW4430'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4430'RECOVERED IN GOOD CONDITION.
 AW4430
 AW4430                          STATION RECOVERY (1997)
 AW4430
 AW4430'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4430'MARK NOT FOUND.
 AW4430
 AW4430                          STATION RECOVERY (1998)
 AW4430
 AW4430'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0086 ***********************************************************************
 AX0086  DESIGNATION -  G 812 RESET 1956
 AX0086  PID         -  AX0086
 AX0086  STATE/COUNTY-  TX/FORT BEND
 AX0086  USGS QUAD   -  EAST BERNARD (1980)
 AX0086
 AX0086                         *CURRENT SURVEY CONTROL
 AX0086  ___________________________________________________________________
 AX0086* NAD 83(1986)-  29 32 10.     (N)    096 01 32.     (W)     SCALED    
 AX0086* NAVD 88     -        36.05   (+/-2cm)     118.3    (feet)  VERTCON   
 AX0086  ___________________________________________________________________
 AX0086  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0086
 AX0086  VERT ORDER  -  THIRD (See Below)
 AX0086
 AX0086.The horizontal coordinates were scaled from a topographic map and have
 AX0086.an estimated accuracy of +/- 6 seconds.
 AX0086
 AX0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0086.The vertical order pertains to the NGVD 29 superseded value.
 AX0086
 AX0086.The geoid height was determined by GEOID03.
 AX0086
 AX0086;                    North         East    Units  Estimated Accuracy
 AX0086;SPC TXSC     - 4,192,380.      888,250.      MT  (+/- 180 meters Scaled)
 AX0086
 AX0086                          SUPERSEDED SURVEY CONTROL
 AX0086
 AX0086  NGVD 29 (??/??/??)   36.05   (m)          118.3    (f) RESET       3  
 AX0086
 AX0086.Superseded values are not recommended for survey control.
 AX0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0086.See file dsdata.txt to determine how the superseded data were derived.
 AX0086
 AX0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT882710(NAD 83)
 AX0086_MARKER: DB = BENCH MARK DISK
 AX0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0086_SP_SET: CULVERT
 AX0086_STAMPING: G 812 RESET 1956
 AX0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0086
 AX0086  HISTORY     - Date     Condition        Report By
 AX0086  HISTORY     - 1956     MONUMENTED       TXHD
 AX0086  HISTORY     - 1958     GOOD             NGS
 AX0086  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0086  HISTORY     - 19980208 MARK NOT FOUND   USPSQD
 AX0086
 AX0086                          STATION DESCRIPTION
 AX0086
 AX0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AX0086'2.7 MI E FROM EAST BERNARD.
 AX0086'IN FORT BEND COUNTY.  2.7 MILES EAST ALONG U.S. HIGHWAY 90 A FROM THE
 AX0086'TEXAS AND NEW ORLEANS RAILROAD STATION AT EAST BERNARD, WHARTON
 AX0086'COUNTY, SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH
 AX0086'HEADWALL OF AN 8 X 2.5 X 48 FT. CONCRETE BOX CULVERT UNDER THE
 AX0086'HIGHWAY.  IT IS 200 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD
 AX0086'LEADING NORTH, 24.5 FEET SOUTH OF AND AT ABOUT THE SAME ELEVATION AS
 AX0086'THE CENTER OF THE HIGHWAY.
 AX0086
 AX0086                          STATION RECOVERY (1991)
 AX0086
 AX0086'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0086'MARK NOT FOUND.
 AX0086
 AX0086                          STATION RECOVERY (1998)
 AX0086
 AX0086'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0414 ***********************************************************************
 AX0414  DESIGNATION -  G 813
 AX0414  PID         -  AX0414
 AX0414  STATE/COUNTY-  TX/WHARTON
 AX0414  USGS QUAD   -  HUNGERFORD (1980)
 AX0414
 AX0414                         *CURRENT SURVEY CONTROL
 AX0414  ___________________________________________________________________
 AX0414* NAD 83(1986)-  29 29 10.     (N)    096 04 36.     (W)     SCALED    
 AX0414* NAVD 88     -        36.11   (+/-2cm)     118.5    (feet)  VERTCON   
 AX0414  ___________________________________________________________________
 AX0414  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0414
 AX0414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0414
 AX0414.The horizontal coordinates were scaled from a topographic map and have
 AX0414.an estimated accuracy of +/- 6 seconds.
 AX0414
 AX0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0414.The vertical order pertains to the NGVD 29 superseded value.
 AX0414
 AX0414.The geoid height was determined by GEOID03.
 AX0414
 AX0414;                    North         East    Units  Estimated Accuracy
 AX0414;SPC TXSC     - 4,186,710.      883,440.      MT  (+/- 180 meters Scaled)
 AX0414
 AX0414                          SUPERSEDED SURVEY CONTROL
 AX0414
 AX0414  NGVD 29 (??/??/92)   36.106  (m)          118.46   (f) ADJ UNCH    2 0
 AX0414
 AX0414.Superseded values are not recommended for survey control.
 AX0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0414.See file dsdata.txt to determine how the superseded data were derived.
 AX0414
 AX0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT834654(NAD 83)
 AX0414_MARKER: DB = BENCH MARK DISK
 AX0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0414_STAMPING: G 813 1943
 AX0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0414+STABILITY: SURFACE MOTION
 AX0414
 AX0414  HISTORY     - Date     Condition        Report By
 AX0414  HISTORY     - 1943     MONUMENTED       CGS
 AX0414  HISTORY     - 1954     GOOD             CGS
 AX0414
 AX0414                          STATION DESCRIPTION
 AX0414
 AX0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0414'3.3 MI S FROM EAST BERNARD.
 AX0414'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90-A AND STATE HIGHWAY
 AX0414'NO.60 AT EAST BERNARD, PROCEED 3.3 MILES SOUTHERLY ALONG STATE HIGHWAY
 AX0414'NO.60 TO SITE OF BENCH MARK.  BENCH MARK IS AT A FENCE CORNER. IT IS
 AX0414'0.2 MILE NORTH OF AND ACROSS THE HIGHWAY FROM THE INTERSECTION OF A
 AX0414'GRAVEL ROAD LEADING SOUTHWEST, 42.0 FEET EAST OF AND ABOUT 1.5 FOOT
 AX0414'BELOW THE CENTERLINE OF THE HIGHWAY, 3.0 FEET NORTHEAST OF THE
 AX0414'NORTHWEST CORNER POST OF A FENCE AROUND A CULTIVATED FIELD. MONUMENT
 AX0414'IS 2.0 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AX0414'0.4 FOOT ABOVE THE GROUND.
 AX0414
 AX0414                          STATION RECOVERY (1954)
 AX0414
 AX0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 AX0414'3.3 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE INTERSECTION OF U.S.
 AX0414'HIGHWAY 90 A AT EAST BERNARD, WHARTON COUNTY, 0.2 MILE NORTH OF THE
 AX0414'JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST, 42 FEET EAST OF THE
 AX0414'CENTER- LINE OF THE HIGHWAY, AT A FENCE CORNER, 3 FEET NORTHEAST OF
 AX0414'THE NORTHWEST CORNER POST OF THE FENCE AROUND A CULTIVATED FIELD, 2
 AX0414'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1-1/2 FEET LOWER
 AX0414'THAN THE HIGHWAY. A STANDARD DISK G 813 1943" AND SET IN THE TOP OF A
 AX0414'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0403 ***********************************************************************
 AX0403  DESIGNATION -  G 814
 AX0403  PID         -  AX0403
 AX0403  STATE/COUNTY-  TX/WHARTON
 AX0403  USGS QUAD   -  EGYPT (1980)
 AX0403
 AX0403                         *CURRENT SURVEY CONTROL
 AX0403  ___________________________________________________________________
 AX0403* NAD 83(1986)-  29 23 40.     (N)    096 10 01.     (W)     SCALED    
 AX0403* NAVD 88     -        35.44   (+/-2cm)     116.3    (feet)  VERTCON   
 AX0403  ___________________________________________________________________
 AX0403  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0403
 AX0403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0403
 AX0403.The horizontal coordinates were scaled from a topographic map and have
 AX0403.an estimated accuracy of +/- 6 seconds.
 AX0403
 AX0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0403.The vertical order pertains to the NGVD 29 superseded value.
 AX0403
 AX0403.The geoid height was determined by GEOID03.
 AX0403
 AX0403;                    North         East    Units  Estimated Accuracy
 AX0403;SPC TXSC     - 4,176,340.      874,930.      MT  (+/- 180 meters Scaled)
 AX0403
 AX0403                          SUPERSEDED SURVEY CONTROL
 AX0403
 AX0403  NGVD 29 (??/??/92)   35.439  (m)          116.27   (f) ADJ UNCH    2 0
 AX0403
 AX0403.Superseded values are not recommended for survey control.
 AX0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0403.See file dsdata.txt to determine how the superseded data were derived.
 AX0403
 AX0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT749550(NAD 83)
 AX0403_MARKER: DB = BENCH MARK DISK
 AX0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0403_STAMPING: G 814 1943
 AX0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0403+STABILITY: SURFACE MOTION
 AX0403
 AX0403  HISTORY     - Date     Condition        Report By
 AX0403  HISTORY     - 1943     MONUMENTED       CGS
 AX0403
 AX0403                          STATION DESCRIPTION
 AX0403
 AX0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0403'5.0 MI E FROM EGYPT.
 AX0403'TO REACH FROM THE POST OFFICE AT EGYPT, PROCEED 5.0 MILES EASTERLY
 AX0403'ALONG THE EGYPT - HUNGERFORD ROAD TO THE SPANISH CAMP NEGRO CHURCH AND
 AX0403'SITE OF BENCH MARK.  BENCH MARK IS 94.0 FEET SOUTHWEST OF THE
 AX0403'SOUTHWEST CORNER OF THE SPANISH CAMP NEGRO CHURCH.  IT IS 41.5 FEET
 AX0403'EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, 3.4 FEET
 AX0403'SOUTH OF A POWER TRANSMISSION POLE.  MONUMENT IS 2.2 FEET NORTH OF A
 AX0403'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE
 AX0403'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0165 ***********************************************************************
 AX0165  DESIGNATION -  G 815
 AX0165  PID         -  AX0165
 AX0165  STATE/COUNTY-  TX/COLORADO
 AX0165  USGS QUAD   -  BERNARDO (1981)
 AX0165
 AX0165                         *CURRENT SURVEY CONTROL
 AX0165  ___________________________________________________________________
 AX0165* NAD 83(1986)-  29 45 14.     (N)    096 23 51.     (W)     SCALED    
 AX0165* NAVD 88     -        81.83   (+/-2cm)     268.5    (feet)  VERTCON   
 AX0165  ___________________________________________________________________
 AX0165  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0165
 AX0165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0165
 AX0165.The horizontal coordinates were scaled from a topographic map and have
 AX0165.an estimated accuracy of +/- 6 seconds.
 AX0165
 AX0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0165.The vertical order pertains to the NGVD 29 superseded value.
 AX0165
 AX0165.The geoid height was determined by GEOID03.
 AX0165
 AX0165;                    North         East    Units  Estimated Accuracy
 AX0165;SPC TXSC     - 4,215,650.      851,670.      MT  (+/- 180 meters Scaled)
 AX0165
 AX0165                          SUPERSEDED SURVEY CONTROL
 AX0165
 AX0165  NGVD 29 (??/??/92)   81.809  (m)          268.40   (f) ADJ UNCH    2 0
 AX0165
 AX0165.Superseded values are not recommended for survey control.
 AX0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0165.See file dsdata.txt to determine how the superseded data were derived.
 AX0165
 AX0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT516943(NAD 83)
 AX0165_MARKER: DB = BENCH MARK DISK
 AX0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0165_STAMPING: G 815 1943
 AX0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0165+STABILITY: SURFACE MOTION
 AX0165
 AX0165  HISTORY     - Date     Condition        Report By
 AX0165  HISTORY     - 1943     MONUMENTED       CGS
 AX0165  HISTORY     - 1957     MARK NOT FOUND   NGS
 AX0165  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0165
 AX0165                          STATION DESCRIPTION
 AX0165
 AX0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0165'0.6 MI SW FROM BERNARDO.
 AX0165'TO REACH FROM THE FOUR CORNERS AT BERNARDO, PROCEED 0.6 MILE
 AX0165'SOUTHWESTERLY ALONG A GRAVEL ROAD TO THE END OF A DOUBLE CURVE IN THE
 AX0165'ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 62.0 YARDS SOUTHEAST OF A
 AX0165'3X8 FOOT WOODEN CULVERT UNDER THE ROAD.  IT IS 85.5 FEET EAST OF AND
 AX0165'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD AT A CURVE,
 AX0165'27.0 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE CORNER, 1.0 FOOT NORTHWEST
 AX0165'OF THE SOUTHEAST RIGHT-OF-WAY FENCE.  MONUMENT IS 3.1 FEET SOUTHWEST
 AX0165'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE
 AX0165'GROUND.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 AX0165
 AX0165                          STATION RECOVERY (1957)
 AX0165
 AX0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AX0165'MARK NOT FOUND.
 AX0165
 AX0165                          STATION RECOVERY (1991)
 AX0165
 AX0165'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0151 ***********************************************************************
 AX0151  DESIGNATION -  G 816
 AX0151  PID         -  AX0151
 AX0151  STATE/COUNTY-  TX/AUSTIN
 AX0151  USGS QUAD   -  REXVILLE (1981)
 AX0151
 AX0151                         *CURRENT SURVEY CONTROL
 AX0151  ___________________________________________________________________
 AX0151* NAD 83(1986)-  29 43 17.     (N)    096 13 02.     (W)     SCALED    
 AX0151* NAVD 88     -        54.36   (+/-2cm)     178.3    (feet)  VERTCON   
 AX0151  ___________________________________________________________________
 AX0151  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0151
 AX0151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0151
 AX0151.The horizontal coordinates were scaled from a topographic map and have
 AX0151.an estimated accuracy of +/- 6 seconds.
 AX0151
 AX0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0151.The vertical order pertains to the NGVD 29 superseded value.
 AX0151
 AX0151.The geoid height was determined by GEOID03.
 AX0151
 AX0151;                    North         East    Units  Estimated Accuracy
 AX0151;SPC TXSC     - 4,212,450.      869,190.      MT  (+/- 180 meters Scaled)
 AX0151
 AX0151                          SUPERSEDED SURVEY CONTROL
 AX0151
 AX0151  NGVD 29 (??/??/92)   54.340  (m)          178.28   (f) ADJ UNCH    2 0
 AX0151
 AX0151.Superseded values are not recommended for survey control.
 AX0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0151.See file dsdata.txt to determine how the superseded data were derived.
 AX0151
 AX0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT691911(NAD 83)
 AX0151_MARKER: DB = BENCH MARK DISK
 AX0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0151_STAMPING: G 816 1943
 AX0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0151+STABILITY: SURFACE MOTION
 AX0151
 AX0151  HISTORY     - Date     Condition        Report By
 AX0151  HISTORY     - 1943     MONUMENTED       CGS
 AX0151  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0151
 AX0151                          STATION DESCRIPTION
 AX0151
 AX0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0151'6 0 MI SW FROM SEALY.
 AX0151'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD FREIGHT STATION
 AX0151'AT SEALY, PROCEED 6.0 MILES SOUTHEWESTERLY ALONG THE TRACK TO MILE
 AX0151'POST NO. 6 AND SITE OF BENCH MARK.  BENCH MARK IS 94.8 FEET SOUTHEAST
 AX0151'OF AND ACROSS THE TRACK FROM MILE POST NO. 6.  IT IS 47.0 FEET
 AX0151'SOUTHEAST OF AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF THE TRACK, 2.5
 AX0151'FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE. MONUMENT IS 2.3
 AX0151'FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2
 AX0151'FOOT ABOVE THE GROUND.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 AX0151'POST.
 AX0151
 AX0151                          STATION RECOVERY (1999)
 AX0151
 AX0151'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1187 ***********************************************************************
 AX1187  DESIGNATION -  G 817
 AX1187  PID         -  AX1187
 AX1187  STATE/COUNTY-  TX/COLORADO
 AX1187  USGS QUAD   -  COLUMBUS (1981)
 AX1187
 AX1187                         *CURRENT SURVEY CONTROL
 AX1187  ___________________________________________________________________
 AX1187* NAD 83(1986)-  29 42 43.     (N)    096 32 50.     (W)     SCALED    
 AX1187* NAVD 88     -        63.50   (+/-2cm)     208.3    (feet)  VERTCON   
 AX1187  ___________________________________________________________________
 AX1187  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1187
 AX1187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1187
 AX1187.The horizontal coordinates were scaled from a topographic map and have
 AX1187.an estimated accuracy of +/- 6 seconds.
 AX1187
 AX1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1187.The vertical order pertains to the NGVD 29 superseded value.
 AX1187
 AX1187.The geoid height was determined by GEOID03.
 AX1187
 AX1187;                    North         East    Units  Estimated Accuracy
 AX1187;SPC TXSC     - 4,210,690.      837,300.      MT  (+/- 180 meters Scaled)
 AX1187
 AX1187                          SUPERSEDED SURVEY CONTROL
 AX1187
 AX1187  NGVD 29 (??/??/92)   63.48   (m)          208.3    (f) COMPUTED    2 0
 AX1187
 AX1187.Superseded values are not recommended for survey control.
 AX1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1187.See file dsdata.txt to determine how the superseded data were derived.
 AX1187
 AX1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT372893(NAD 83)
 AX1187_MARKER: DB = BENCH MARK DISK
 AX1187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1187_SP_SET: PIER
 AX1187_STAMPING: G 817 1943
 AX1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1187
 AX1187  HISTORY     - Date     Condition        Report By
 AX1187  HISTORY     - 1943     MONUMENTED       CGS
 AX1187  HISTORY     - 1948     MARK NOT FOUND   LOCENG
 AX1187
 AX1187                          STATION DESCRIPTION
 AX1187
 AX1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1187'0.4 MI NW FROM COLUMBUS.
 AX1187'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 90 AND STATE HIGHWAY
 AX1187'NO. 71 AT COLUMBUS, PROCEED 0.4 MILE NORTHWESTERLY ALONG STATE HIGHWAY
 AX1187'NO. 71 TO THE SOUTHEAST END OF A LARGE STEEL BRIDGE OVER THE COLORADO
 AX1187'RIVER AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AX1187'TOP OF THE SOUTHWEST END OF THE SOUTH CONCRETE PIER OF A LARGE STEEL
 AX1187'BRIDGE OVER THE COLORADO RIVER.  IT IS 11.8 FEET SOUTHWEST OF AND
 AX1187'ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE HIGHWAY.
 AX1187
 AX1187                          STATION RECOVERY (1948)
 AX1187
 AX1187'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 AX1187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1073 ***********************************************************************
 AX1073  DESIGNATION -  G 818 RESET 1958
 AX1073  PID         -  AX1073
 AX1073  STATE/COUNTY-  TX/FAYETTE
 AX1073  USGS QUAD   -  ELLINGER (1981)
 AX1073
 AX1073                         *CURRENT SURVEY CONTROL
 AX1073  ___________________________________________________________________
 AX1073* NAD 83(1986)-  29 51 54.     (N)    096 40 26.     (W)     SCALED    
 AX1073* NAVD 88     -       129.36   (+/-2cm)     424.4    (feet)  VERTCON   
 AX1073  ___________________________________________________________________
 AX1073  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX1073
 AX1073  VERT ORDER  -  THIRD (See Below)
 AX1073
 AX1073.The horizontal coordinates were scaled from a topographic map and have
 AX1073.an estimated accuracy of +/- 6 seconds.
 AX1073
 AX1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1073.The vertical order pertains to the NGVD 29 superseded value.
 AX1073
 AX1073.The geoid height was determined by GEOID03.
 AX1073
 AX1073;                    North         East    Units  Estimated Accuracy
 AX1073;SPC TXSC     - 4,227,400.      824,710.      MT  (+/- 180 meters Scaled)
 AX1073
 AX1073                          SUPERSEDED SURVEY CONTROL
 AX1073
 AX1073  NGVD 29 (??/??/??)  129.32   (m)          424.3    (f) RESET       3  
 AX1073
 AX1073.Superseded values are not recommended for survey control.
 AX1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1073.See file dsdata.txt to determine how the superseded data were derived.
 AX1073
 AX1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU246060(NAD 83)
 AX1073_MARKER: DB = BENCH MARK DISK
 AX1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1073_STAMPING: G 818 RESET 1958
 AX1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1073+STABILITY: SURFACE MOTION
 AX1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1073+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1073
 AX1073  HISTORY     - Date     Condition        Report By
 AX1073  HISTORY     - 1958     MONUMENTED       CGS
 AX1073  HISTORY     - 19970607 GOOD             USPSQD
 AX1073  HISTORY     - 20051106 GOOD             USPSQD
 AX1073
 AX1073                          STATION DESCRIPTION
 AX1073
 AX1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AX1073'2.7 MI NE FROM ELLINGER.
 AX1073'2.7 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE IN
 AX1073'ELLINGER, ABOUT 18 YARDS SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF THE
 AX1073'ROAD, IN THE WEST SIDE OF A FARM YARD, 2 FEET EAST OF A ROW OF CEDARS
 AX1073'AND ABOUT 2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL STOCK
 AX1073'PEN WHICH IS ON THE WEST SIDE OF THE FARM HOUSE.  A STANDARD DISK, SET
 AX1073'IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 AX1073
 AX1073                          STATION RECOVERY (1997)
 AX1073
 AX1073'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1073'RECOVERED IN GOOD CONDITION.
 AX1073
 AX1073                          STATION RECOVERY (2005)
 AX1073
 AX1073'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1073'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1091 ***********************************************************************
 AX1091  DESIGNATION -  G 819
 AX1091  PID         -  AX1091
 AX1091  STATE/COUNTY-  TX/FAYETTE
 AX1091  USGS QUAD   -  SCHULENBURG (1981)
 AX1091
 AX1091                         *CURRENT SURVEY CONTROL
 AX1091  ___________________________________________________________________
 AX1091* NAD 83(1986)-  29 41 05.     (N)    096 52 38.     (W)     SCALED    
 AX1091* NAVD 88     -        96.17   (+/-2cm)     315.5    (feet)  VERTCON   
 AX1091  ___________________________________________________________________
 AX1091  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX1091
 AX1091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1091
 AX1091.The horizontal coordinates were scaled from a topographic map and have
 AX1091.an estimated accuracy of +/- 6 seconds.
 AX1091
 AX1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1091.The vertical order pertains to the NGVD 29 superseded value.
 AX1091
 AX1091.The geoid height was determined by GEOID03.
 AX1091
 AX1091;                    North         East    Units  Estimated Accuracy
 AX1091;SPC TXSC     - 4,207,050.      805,430.      MT  (+/- 180 meters Scaled)
 AX1091
 AX1091                          SUPERSEDED SURVEY CONTROL
 AX1091
 AX1091  NGVD 29 (??/??/92)   96.134  (m)          315.40   (f) ADJ UNCH    2 0
 AX1091
 AX1091.Superseded values are not recommended for survey control.
 AX1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1091.See file dsdata.txt to determine how the superseded data were derived.
 AX1091
 AX1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT054857(NAD 83)
 AX1091_MARKER: DB = BENCH MARK DISK
 AX1091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1091_SP_SET: CULVERT
 AX1091_STAMPING: G 819 1943
 AX1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1091+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1091
 AX1091  HISTORY     - Date     Condition        Report By
 AX1091  HISTORY     - 1943     MONUMENTED       CGS
 AX1091  HISTORY     - 1970     GOOD             TXHD
 AX1091  HISTORY     - 1987     GOOD             USPSQD
 AX1091  HISTORY     - 1987     GOOD             USPSQD
 AX1091  HISTORY     - 1990     GOOD             USPSQD
 AX1091  HISTORY     - 19970608 GOOD             USPSQD
 AX1091  HISTORY     - 20020811 GOOD             USPSQD
 AX1091  HISTORY     - 20040318 GOOD             USPSQD
 AX1091  HISTORY     - 20050318 GOOD             USPSQD
 AX1091
 AX1091                          STATION DESCRIPTION
 AX1091
 AX1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1091'1.6 MI E FROM SCHULENBURG.
 AX1091'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 90 AND U.S. HIGHWAY NO.
 AX1091'77 AT SCHULENBURG, PROCEED 1.6 MILE EASTERLY ALONG U.S. HIGHWAY NO. 90
 AX1091'TO THE INTERSECTION OF A DIRT CROSS ROAD AND SITE OF BENCH MARK. BENCH
 AX1091'MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE SOUTH
 AX1091'HEADWALL OF A 3X3 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY. IT IS
 AX1091'59.0 FEET WEST OF THE CENTERLINE OF A DIRT CROSS ROAD, 37.4 FEET SOUTH
 AX1091'OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE HIGHWAY.
 AX1091
 AX1091                          STATION RECOVERY (1970)
 AX1091
 AX1091'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1091'RECOVERED IN GOOD CONDITION.
 AX1091
 AX1091                          STATION RECOVERY (1987)
 AX1091
 AX1091'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1091'RECOVERED IN GOOD CONDITION.
 AX1091
 AX1091                          STATION RECOVERY (1987)
 AX1091
 AX1091'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1091'RECOVERED IN GOOD CONDITION.
 AX1091
 AX1091                          STATION RECOVERY (1990)
 AX1091
 AX1091'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1091'RECOVERED IN GOOD CONDITION.
 AX1091
 AX1091                          STATION RECOVERY (1997)
 AX1091
 AX1091'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1091'RECOVERED IN GOOD CONDITION.
 AX1091
 AX1091                          STATION RECOVERY (2002)
 AX1091
 AX1091'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1091'RECOVERED IN GOOD CONDITION.
 AX1091
 AX1091                          STATION RECOVERY (2004)
 AX1091
 AX1091'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1091'RECOVERED IN GOOD CONDITION.
 AX1091
 AX1091                          STATION RECOVERY (2005)
 AX1091
 AX1091'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0917 ***********************************************************************
 AY0917  DESIGNATION -  G 82
 AY0917  PID         -  AY0917
 AY0917  STATE/COUNTY-  TX/KENDALL
 AY0917  USGS QUAD   -  WARING (1982)
 AY0917
 AY0917                         *CURRENT SURVEY CONTROL
 AY0917  ___________________________________________________________________
 AY0917* NAD 83(1986)-  29 54 35.     (N)    098 47 14.     (W)     SCALED    
 AY0917* NAVD 88     -       422.113  (meters)    1384.88   (feet)  POSTED    
 AY0917  ___________________________________________________________________
 AY0917  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AY0917  DYNAMIC HT  -         421.510 (meters)    1382.90  (feet)  COMP
 AY0917  MODELED GRAV-     979,197.3   (mgal)                       NAVD 88
 AY0917
 AY0917  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0917
 AY0917.The horizontal coordinates were scaled from a topographic map and have
 AY0917.an estimated accuracy of +/- 6 seconds.
 AY0917
 AY0917.The orthometric height was determined by differential leveling
 AY0917.and adjusted by the National Geodetic Survey in 1992..
 AY0917.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0917.rate of 0.0 thru 1.0 mm/km.
 AY0917
 AY0917.The geoid height was determined by GEOID03.
 AY0917
 AY0917.The dynamic height is computed by dividing the NAVD 88
 AY0917.geopotential number by the normal gravity value computed on the
 AY0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0917.degrees latitude (g = 980.6199 gals.).
 AY0917
 AY0917.The modeled gravity was interpolated from observed gravity values.
 AY0917
 AY0917;                    North         East    Units  Estimated Accuracy
 AY0917;SPC TXSC     - 4,230,140.      620,550.      MT  (+/- 180 meters Scaled)
 AY0917
 AY0917                          SUPERSEDED SURVEY CONTROL
 AY0917
 AY0917  NGVD 29 (??/??/92)  422.039  (m)         1384.64   (f) ADJ UNCH    1 2
 AY0917
 AY0917.Superseded values are not recommended for survey control.
 AY0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0917.See file dsdata.txt to determine how the superseded data were derived.
 AY0917
 AY0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU205088(NAD 83)
 AY0917_MARKER: DB = BENCH MARK DISK
 AY0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0917_STAMPING: G 82 1931
 AY0917_MARK LOGO: CGS   
 AY0917_PROJECTION: FLUSH
 AY0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0917+STABILITY: SURFACE MOTION
 AY0917
 AY0917  HISTORY     - Date     Condition        Report By
 AY0917  HISTORY     - 1931     MONUMENTED       CGS
 AY0917  HISTORY     - 1953     GOOD             NGS
 AY0917  HISTORY     - 1972     GOOD             LOCENG
 AY0917  HISTORY     - 1982     GOOD             NGS
 AY0917  HISTORY     - 19940323 MARK NOT FOUND   USPSQD
 AY0917
 AY0917                          STATION DESCRIPTION
 AY0917
 AY0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0917'IN WELFARE.
 AY0917'AT WELFARE, 115 YARDS WEST OF THE POST OFFICE, 4 RAILS NORTHWEST OF
 AY0917'MILEPOST 279, 43.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TEXAS
 AY0917'AND NEW ORLEANS RAILROAD, 92 FEET NORTHWEST OF THE CENTER LINE OF A
 AY0917'ROAD, 24.3 FEET NORTHWEST OF THE FIRST TELEPHONE POLE NORTHWEST OF A
 AY0917'ROAD CROSSING, 1.6 FEET NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A
 AY0917'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 AY0917'THE GROUND.
 AY0917
 AY0917                          STATION RECOVERY (1972)
 AY0917
 AY0917'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 AY0917'RECOVERED IN GOOD CONDITION.
 AY0917
 AY0917                          STATION RECOVERY (1982)
 AY0917
 AY0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0917'4.0 KM (2.5 MI) NORTHWEST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY0917'JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 7.5 KM (4.65 MI)
 AY0917'NORTHWEST ALONG THE NORTHEAST FRONTAGE ROAD, TO THE ENTRANCE ROAD TO
 AY0917'THE WESTBOUND LANE OF INTERSTATE HIGHWAY 10, THENCE 0.6 KM (0.4 MI)
 AY0917'NORTH ALONG OLD HIGHWAY 87, THENCE 0.4 KM (0.25 MI) NORTH ALONG A
 AY0917'BLACKTOPPED ROAD, THENCE 3.6 KM (2.25 MI) EAST NORTHEAST ALONG OLD SAN
 AY0917'ANTONIO ROAD, AT A PRIVATE ROAD LEADING NORTHWEST ACROSS THE OLD
 AY0917'RAILROAD BED, 105.1 METERS (345.0 FT) WEST OF THE OLD POST OFFICE
 AY0917'BUILDING OF THE SMALL COMMUNITY OF WELFARE, NOTE, NOT LEVELED TO, LINE
 AY0917'REROUTED, 28.0 METERS (92.0 FT) NORTHWEST OF THE CENTER OF A TRACK
 AY0917'ROAD LEADING WEST, AND 0.46 METERS (1.5 FT) NORTHEAST OF A FENCE LINE.
 AY0917'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 AY0917'THE MARK IS 2.4 M BELOW PAVED ROAD.
 AY0917
 AY0917                          STATION RECOVERY (1994)
 AY0917
 AY0917'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1442 ***********************************************************************
 AN1442  DESIGNATION -  G 820
 AN1442  PID         -  AN1442
 AN1442  STATE/COUNTY-  TX/BEE
 AN1442  USGS QUAD   -  BLANCONIA (1979)
 AN1442
 AN1442                         *CURRENT SURVEY CONTROL
 AN1442  ___________________________________________________________________
 AN1442* NAD 83(1986)-  28 23 23.     (N)    097 29 04.     (W)     SCALED    
 AN1442* NAVD 88     -        31.06   (+/-2cm)     101.9    (feet)  VERTCON   
 AN1442  ___________________________________________________________________
 AN1442  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN1442
 AN1442  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1442
 AN1442.The horizontal coordinates were scaled from a topographic map and have
 AN1442.an estimated accuracy of +/- 6 seconds.
 AN1442
 AN1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1442.The vertical order pertains to the NGVD 29 superseded value.
 AN1442
 AN1442.The geoid height was determined by GEOID03.
 AN1442
 AN1442;                    North         East    Units  Estimated Accuracy
 AN1442;SPC TXSC     - 4,062,630.      748,530.      MT  (+/- 180 meters Scaled)
 AN1442
 AN1442                          SUPERSEDED SURVEY CONTROL
 AN1442
 AN1442  NGVD 29 (??/??/92)   31.136  (m)          102.15   (f) ADJ UNCH    2 0
 AN1442
 AN1442.Superseded values are not recommended for survey control.
 AN1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1442.See file dsdata.txt to determine how the superseded data were derived.
 AN1442
 AN1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS484413(NAD 83)
 AN1442_MARKER: DB = BENCH MARK DISK
 AN1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1442_SP_SET: CULVERT
 AN1442_STAMPING: G 820 1943
 AN1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1442
 AN1442  HISTORY     - Date     Condition        Report By
 AN1442  HISTORY     - 1943     MONUMENTED       CGS
 AN1442  HISTORY     - 19960727 POOR             USPSQD
 AN1442
 AN1442                          STATION DESCRIPTION
 AN1442
 AN1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1442'4.8 MI SW FROM BLANCONIA.
 AN1442'0.6 MILE SOUTH ALONG A COUNTY ROAD FROM THE CATHOLIC CHURCH AT
 AN1442'BLANCONIA, BEE COUNTY, THENCE 4.2 MILES WEST ALONG STATE HIGHWAY 202.
 AN1442'AT A 4- BY 3-FOOT FOUR-SECTION CONCRETE CULVERT UNDER THE HIGHWAY, IN
 AN1442'THE EAST END OF THE SOUTH CONCRETE HEADWALL, 17.3 FEET SOUTH OF THE
 AN1442'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 AN1442'DISK, STAMPED G 820 1943.
 AN1442
 AN1442                          STATION RECOVERY (1996)
 AN1442
 AN1442'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1442'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2225 ***********************************************************************
 AX2225  DESIGNATION -  G 821
 AX2225  PID         -  AX2225
 AX2225  STATE/COUNTY-  TX/CALDWELL
 AX2225  USGS QUAD   -  LULING (1994)
 AX2225
 AX2225                         *CURRENT SURVEY CONTROL
 AX2225  ___________________________________________________________________
 AX2225* NAD 83(1986)-  29 42 31.     (N)    097 39 27.     (W)     SCALED    
 AX2225* NAVD 88     -       127.72   (+/-2cm)     419.0    (feet)  VERTCON   
 AX2225  ___________________________________________________________________
 AX2225  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2225
 AX2225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2225
 AX2225.The horizontal coordinates were scaled from a topographic map and have
 AX2225.an estimated accuracy of +/- 6 seconds.
 AX2225
 AX2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2225.The vertical order pertains to the NGVD 29 superseded value.
 AX2225
 AX2225.The geoid height was determined by GEOID03.
 AX2225
 AX2225;                    North         East    Units  Estimated Accuracy
 AX2225;SPC TXSC     - 4,208,580.      729,890.      MT  (+/- 180 meters Scaled)
 AX2225
 AX2225                          SUPERSEDED SURVEY CONTROL
 AX2225
 AX2225  NGVD 29 (??/??/92)  127.662  (m)          418.84   (f) ADJ UNCH    2 0
 AX2225
 AX2225.Superseded values are not recommended for survey control.
 AX2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2225.See file dsdata.txt to determine how the superseded data were derived.
 AX2225
 AX2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT298872(NAD 83)
 AX2225_MARKER: DB = BENCH MARK DISK
 AX2225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2225_SP_SET: CULVERT
 AX2225_STAMPING: G 821 1943
 AX2225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2225+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AX2225
 AX2225  HISTORY     - Date     Condition        Report By
 AX2225  HISTORY     - 1943     MONUMENTED       CGS
 AX2225  HISTORY     - 1959     GOOD             DOD
 AX2225  HISTORY     - 1988     GOOD             USPSQD
 AX2225  HISTORY     - 1990     GOOD             USPSQD
 AX2225  HISTORY     - 19930808 GOOD             USPSQD
 AX2225  HISTORY     - 19990925 GOOD             USPSQD
 AX2225  HISTORY     - 20050222 GOOD             USPSQD
 AX2225
 AX2225                          STATION DESCRIPTION
 AX2225
 AX2225'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2225'1.8 MI N FROM LULING.
 AX2225'1.8 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE INTERSECTION OF STATE
 AX2225'HIGHWAY 80 AT LULING, CALDWELL COUNTY, AT A TRIPLE-PIPE CULVERT, IN
 AX2225'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL, 15
 AX2225'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 AX2225'HIGHWAY.  NOTE-- THE MARK IS 203 FEET WEST-NORTHWEST OF THE
 AX2225'INTERSECTING CENTERLINES OF THE WEST-NORTHWEST-AND-EAST-SOUTHEAST
 AX2225'HIGHWAY AND AN OLD ROADBED TO THE NORTH-NORTHEAST.
 AX2225
 AX2225                          STATION RECOVERY (1988)
 AX2225
 AX2225'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2225'RECOVERED IN GOOD CONDITION.
 AX2225
 AX2225                          STATION RECOVERY (1990)
 AX2225
 AX2225'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2225'RECOVERED IN GOOD CONDITION.
 AX2225
 AX2225                          STATION RECOVERY (1993)
 AX2225
 AX2225'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2225'RECOVERED IN GOOD CONDITION.
 AX2225
 AX2225                          STATION RECOVERY (1999)
 AX2225
 AX2225'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2225'RECOVERED IN GOOD CONDITION.
 AX2225
 AX2225                          STATION RECOVERY (2005)
 AX2225
 AX2225'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1380 ***********************************************************************
 AX1380  DESIGNATION -  G 822
 AX1380  PID         -  AX1380
 AX1380  STATE/COUNTY-  TX/GONZALES
 AX1380  USGS QUAD   -  DILWORTH (1981)
 AX1380
 AX1380                         *CURRENT SURVEY CONTROL
 AX1380  ___________________________________________________________________
 AX1380* NAD 83(1986)-  29 35 59.     (N)    097 20 31.     (W)     SCALED    
 AX1380* NAVD 88     -       111.66   (+/-2cm)     366.3    (feet)  VERTCON   
 AX1380  ___________________________________________________________________
 AX1380  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AX1380
 AX1380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1380
 AX1380.The horizontal coordinates were scaled from a topographic map and have
 AX1380.an estimated accuracy of +/- 6 seconds.
 AX1380
 AX1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1380.The vertical order pertains to the NGVD 29 superseded value.
 AX1380
 AX1380.The geoid height was determined by GEOID03.
 AX1380
 AX1380;                    North         East    Units  Estimated Accuracy
 AX1380;SPC TXSC     - 4,196,900.      760,590.      MT  (+/- 180 meters Scaled)
 AX1380
 AX1380                          SUPERSEDED SURVEY CONTROL
 AX1380
 AX1380  NGVD 29 (??/??/92)  111.62   (m)          366.2    (f) COMPUTED    2 0
 AX1380
 AX1380.Superseded values are not recommended for survey control.
 AX1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1380.See file dsdata.txt to determine how the superseded data were derived.
 AX1380
 AX1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT605755(NAD 83)
 AX1380_MARKER: DB = BENCH MARK DISK
 AX1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1380_STAMPING: G 822 1943
 AX1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1380+STABILITY: SURFACE MOTION
 AX1380
 AX1380  HISTORY     - Date     Condition        Report By
 AX1380  HISTORY     - 1943     MONUMENTED       CGS
 AX1380  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX1380  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1380
 AX1380                          STATION DESCRIPTION
 AX1380
 AX1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1380'10.3 MI NE FROM GONZALES.
 AX1380'10.3 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 AX1380'GONZALES, GONZALES COUNTY, AT A SMALL CEMETERY, AT THE NORTHEAST
 AX1380'CORNER OF THE CEMETERY, 39 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 AX1380'7 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF THE FENCE, 3 FEET SOUTH
 AX1380'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY. A STANDARD
 AX1380'DISK, STAMPED G 822 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX1380'PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1380
 AX1380                          STATION RECOVERY (1962)
 AX1380
 AX1380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX1380'MARK NOT FOUND.
 AX1380
 AX1380                          STATION RECOVERY (1988)
 AX1380
 AX1380'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2311 ***********************************************************************
 AX2311  DESIGNATION -  G 823
 AX2311  PID         -  AX2311
 AX2311  STATE/COUNTY-  TX/GONZALES
 AX2311  USGS QUAD   -  HARWOOD (1981)
 AX2311
 AX2311                         *CURRENT SURVEY CONTROL
 AX2311  ___________________________________________________________________
 AX2311* NAD 83(1986)-  29 39 43.     (N)    097 31 45.     (W)     SCALED    
 AX2311* NAVD 88     -       119.49   (+/-2cm)     392.0    (feet)  VERTCON   
 AX2311  ___________________________________________________________________
 AX2311  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2311
 AX2311  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2311
 AX2311.The horizontal coordinates were scaled from a topographic map and have
 AX2311.an estimated accuracy of +/- 6 seconds.
 AX2311
 AX2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2311.The vertical order pertains to the NGVD 29 superseded value.
 AX2311
 AX2311.The geoid height was determined by GEOID03.
 AX2311
 AX2311;                    North         East    Units  Estimated Accuracy
 AX2311;SPC TXSC     - 4,203,560.      742,370.      MT  (+/- 180 meters Scaled)
 AX2311
 AX2311                          SUPERSEDED SURVEY CONTROL
 AX2311
 AX2311  NGVD 29 (??/??/92)  119.433  (m)          391.84   (f) ADJ UNCH    2 0
 AX2311
 AX2311.Superseded values are not recommended for survey control.
 AX2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2311.See file dsdata.txt to determine how the superseded data were derived.
 AX2311
 AX2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT423822(NAD 83)
 AX2311_MARKER: DB = BENCH MARK DISK
 AX2311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2311_SP_SET: CULVERT
 AX2311_STAMPING: G 823 1943
 AX2311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2311+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX2311
 AX2311  HISTORY     - Date     Condition        Report By
 AX2311  HISTORY     - 1943     MONUMENTED       CGS
 AX2311  HISTORY     - 1971     GOOD             NGS
 AX2311  HISTORY     - 1987     GOOD             USPSQD
 AX2311  HISTORY     - 20050318 GOOD             USPSQD
 AX2311
 AX2311                          STATION DESCRIPTION
 AX2311
 AX2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2311'1.7 MI W FROM HARWOOD.
 AX2311'1.7 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT HARWOOD,
 AX2311'GONZALES COUNTY, AT A SOUTHERN PACIFIC CO. RAILROAD OVERPASS, AT A
 AX2311'LARGE CONCRETE CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE WEST END
 AX2311'OF THE SOUTH HEADWALL, 57 FEET WEST OF THE CENTERLINE OF THE TRACK, 21
 AX2311'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF THE
 AX2311'CONCRETE CURB ON THE SOUTH SIDE OF THE PAVEMENT, AND LEVEL WITH THE
 AX2311'HIGHWAY.  A STANDARD DISK, STAMPED G 823 1943.
 AX2311
 AX2311                          STATION RECOVERY (1971)
 AX2311
 AX2311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX2311'RECOVERED IN GOOD CONDITION.
 AX2311
 AX2311                          STATION RECOVERY (1987)
 AX2311
 AX2311'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2311'RECOVERED IN GOOD CONDITION.
 AX2311
 AX2311                          STATION RECOVERY (2005)
 AX2311
 AX2311'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1430 ***********************************************************************
 AX1430  DESIGNATION -  G 825
 AX1430  PID         -  AX1430
 AX1430  STATE/COUNTY-  TX/FAYETTE
 AX1430  USGS QUAD   -  CISTERN (1981)
 AX1430
 AX1430                         *CURRENT SURVEY CONTROL
 AX1430  ___________________________________________________________________
 AX1430* NAD 83(1986)-  29 47 09.     (N)    097 11 22.     (W)     SCALED    
 AX1430* NAVD 88     -       123.21   (+/-2cm)     404.2    (feet)  VERTCON   
 AX1430  ___________________________________________________________________
 AX1430  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AX1430
 AX1430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1430
 AX1430.The horizontal coordinates were scaled from a topographic map and have
 AX1430.an estimated accuracy of +/- 6 seconds.
 AX1430
 AX1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1430.The vertical order pertains to the NGVD 29 superseded value.
 AX1430
 AX1430.The geoid height was determined by GEOID03.
 AX1430
 AX1430;                    North         East    Units  Estimated Accuracy
 AX1430;SPC TXSC     - 4,217,750.      775,040.      MT  (+/- 180 meters Scaled)
 AX1430
 AX1430                          SUPERSEDED SURVEY CONTROL
 AX1430
 AX1430  NGVD 29 (??/??/92)  123.16   (m)          404.1    (f) COMPUTED    2 0
 AX1430
 AX1430.Superseded values are not recommended for survey control.
 AX1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1430.See file dsdata.txt to determine how the superseded data were derived.
 AX1430
 AX1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT750964(NAD 83)
 AX1430_MARKER: DB = BENCH MARK DISK
 AX1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1430_STAMPING: G 825 1943
 AX1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1430+STABILITY: SURFACE MOTION
 AX1430
 AX1430  HISTORY     - Date     Condition        Report By
 AX1430  HISTORY     - 1943     MONUMENTED       CGS
 AX1430  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1430  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1430  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1430
 AX1430                          STATION DESCRIPTION
 AX1430
 AX1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1430'2.8 MI SE FROM CISTERN.
 AX1430'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION
 AX1430'AT CISTERN, FAYETTE COUNTY, 0.1 MILE SOUTHEAST OF A SMALL CULVERT, 33
 AX1430'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET SOUTHWEST OF
 AX1430'THE RIGHT-OF-WAY FENCE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AX1430'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G
 AX1430'825 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AX1430'ABOVE GROUND.
 AX1430
 AX1430                          STATION RECOVERY (1965)
 AX1430
 AX1430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1430'MARK NOT FOUND.
 AX1430
 AX1430                          STATION RECOVERY (1991)
 AX1430
 AX1430'RECOVERY NOTE BY US POWER SQUADRON 1991 (HY)
 AX1430'MARK NOT FOUND.
 AX1430
 AX1430                          STATION RECOVERY (1997)
 AX1430
 AX1430'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1826 ***********************************************************************
 AX1826  DESIGNATION -  G 826
 AX1826  PID         -  AX1826
 AX1826  STATE/COUNTY-  TX/GONZALES
 AX1826  USGS QUAD   -  HAMON (1987)
 AX1826
 AX1826                         *CURRENT SURVEY CONTROL
 AX1826  ___________________________________________________________________
 AX1826* NAD 83(1986)-  29 23 11.     (N)    097 19 43.     (W)     SCALED    
 AX1826* NAVD 88     -        97.95   (+/-2cm)     321.4    (feet)  VERTCON   
 AX1826  ___________________________________________________________________
 AX1826  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AX1826
 AX1826  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1826
 AX1826.The horizontal coordinates were scaled from a topographic map and have
 AX1826.an estimated accuracy of +/- 6 seconds.
 AX1826
 AX1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1826.The vertical order pertains to the NGVD 29 superseded value.
 AX1826
 AX1826.The geoid height was determined by GEOID03.
 AX1826
 AX1826;                    North         East    Units  Estimated Accuracy
 AX1826;SPC TXSC     - 4,173,280.      762,220.      MT  (+/- 180 meters Scaled)
 AX1826
 AX1826                          SUPERSEDED SURVEY CONTROL
 AX1826
 AX1826  NGVD 29 (??/??/92)   97.930  (m)          321.29   (f) ADJ UNCH    2 0
 AX1826
 AX1826.Superseded values are not recommended for survey control.
 AX1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1826.See file dsdata.txt to determine how the superseded data were derived.
 AX1826
 AX1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT621519(NAD 83)
 AX1826_MARKER: DB = BENCH MARK DISK
 AX1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1826_STAMPING: G 826 1943
 AX1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1826+STABILITY: SURFACE MOTION
 AX1826
 AX1826  HISTORY     - Date     Condition        Report By
 AX1826  HISTORY     - 1943     MONUMENTED       CGS
 AX1826  HISTORY     - 1959     GOOD             NGS
 AX1826
 AX1826                          STATION DESCRIPTION
 AX1826
 AX1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX1826'11 MI SE FROM GONZALES.
 AX1826'9.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 183 FROM THE COURTHOUSE AT
 AX1826'GONZALES, GONZALES COUNTY, THENCE 1.1 MILES NORTHEAST ALONG A COUNTY
 AX1826'ROAD, AND THENCE 2.2 MILES SOUTHEAST ALONG AN OLD COUNTY ROAD.  ABOUT
 AX1826'400 FEET EAST OF A SMALL CREEK CROSSING, 28 FEET SOUTH OF THE
 AX1826'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A FENCE LINE, AND LEVEL WITH
 AX1826'THE ROAD.  THE CONCRETE POST PROJECTS 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1579 ***********************************************************************
 AX1579  DESIGNATION -  G 827
 AX1579  PID         -  AX1579
 AX1579  STATE/COUNTY-  TX/GONZALES
 AX1579  USGS QUAD   -  DILWORTH (1981)
 AX1579
 AX1579                         *CURRENT SURVEY CONTROL
 AX1579  ___________________________________________________________________
 AX1579* NAD 83(1986)-  29 31 41.     (N)    097 17 09.     (W)     SCALED    
 AX1579* NAVD 88     -        92.68   (+/-2cm)     304.1    (feet)  VERTCON   
 AX1579  ___________________________________________________________________
 AX1579  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AX1579
 AX1579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1579
 AX1579.The horizontal coordinates were scaled from a topographic map and have
 AX1579.an estimated accuracy of +/- 6 seconds.
 AX1579
 AX1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1579.The vertical order pertains to the NGVD 29 superseded value.
 AX1579
 AX1579.The geoid height was determined by GEOID03.
 AX1579
 AX1579;                    North         East    Units  Estimated Accuracy
 AX1579;SPC TXSC     - 4,189,040.      766,140.      MT  (+/- 180 meters Scaled)
 AX1579
 AX1579                          SUPERSEDED SURVEY CONTROL
 AX1579
 AX1579  NGVD 29 (??/??/92)   92.65   (m)          304.0    (f) COMPUTED    2 0
 AX1579
 AX1579.Superseded values are not recommended for survey control.
 AX1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1579.See file dsdata.txt to determine how the superseded data were derived.
 AX1579
 AX1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT661677(NAD 83)
 AX1579_MARKER: DB = BENCH MARK DISK
 AX1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1579_STAMPING: G 827 1943
 AX1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1579+STABILITY: SURFACE MOTION
 AX1579
 AX1579  HISTORY     - Date     Condition        Report By
 AX1579  HISTORY     - 1943     MONUMENTED       CGS
 AX1579  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX1579
 AX1579                          STATION DESCRIPTION
 AX1579
 AX1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1579'2 MI N FROM DILWORTH.
 AX1579'0.2 MILES WEST ALONG A GRADED ROAD FROM THE GRADE SCHOOL AT DILWORTH,
 AX1579'GONZALES COUNTY, THENCE 1.8 MILES NORTH.  0.3 MILE NORTH OF A ROAD
 AX1579'CURVE, 24 FEET WEST THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF THE
 AX1579'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 AX1579'ABOUT 2 FEET HIGHER THAN THE ROAD. A STANDARD DISK, STAMPED G 827 1943
 AX1579'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1579'GROUND.
 AX1579
 AX1579                          STATION RECOVERY (1962)
 AX1579
 AX1579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX1579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0218 ***********************************************************************
 AY0218  DESIGNATION -  G 828
 AY0218  PID         -  AY0218
 AY0218  STATE/COUNTY-  TX/WILSON
 AY0218  USGS QUAD   -  SASPAMCO (1973)
 AY0218
 AY0218                         *CURRENT SURVEY CONTROL
 AY0218  ___________________________________________________________________
 AY0218* NAD 83(1986)-  29 13 55.     (N)    098 17 42.     (W)     SCALED    
 AY0218* NAVD 88     -       146.970  (meters)     482.18   (feet)  ADJUSTED  
 AY0218  ___________________________________________________________________
 AY0218  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0218  DYNAMIC HT  -         146.759 (meters)     481.49  (feet)  COMP
 AY0218  MODELED GRAV-     979,208.1   (mgal)                       NAVD 88
 AY0218
 AY0218  VERT ORDER  -  FIRST     CLASS II
 AY0218
 AY0218.The horizontal coordinates were scaled from a topographic map and have
 AY0218.an estimated accuracy of +/- 6 seconds.
 AY0218
 AY0218.The orthometric height was determined by differential leveling
 AY0218.and adjusted by the National Geodetic Survey in June 1991..
 AY0218
 AY0218.The geoid height was determined by GEOID03.
 AY0218
 AY0218.The dynamic height is computed by dividing the NAVD 88
 AY0218.geopotential number by the normal gravity value computed on the
 AY0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0218.degrees latitude (g = 980.6199 gals.).
 AY0218
 AY0218.The modeled gravity was interpolated from observed gravity values.
 AY0218
 AY0218;                    North         East    Units  Estimated Accuracy
 AY0218;SPC TXSC     - 4,155,210.      668,530.      MT  (+/- 180 meters Scaled)
 AY0218
 AY0218                          SUPERSEDED SURVEY CONTROL
 AY0218
 AY0218  NGVD 29 (??/??/92)  146.88   (m)          481.9    (f) COMPUTED    1 2
 AY0218
 AY0218.Superseded values are not recommended for survey control.
 AY0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0218.See file dsdata.txt to determine how the superseded data were derived.
 AY0218
 AY0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT685338(NAD 83)
 AY0218_MARKER: DB = BENCH MARK DISK
 AY0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0218_STAMPING: G 828 1943
 AY0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0218+STABILITY: SURFACE MOTION
 AY0218
 AY0218  HISTORY     - Date     Condition        Report By
 AY0218  HISTORY     - 1943     MONUMENTED       CGS
 AY0218  HISTORY     - 1957     GOOD             DOD
 AY0218  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0218
 AY0218                          STATION DESCRIPTION
 AY0218
 AY0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0218'0.2 MI SE FROM SASPAMCO.
 AY0218'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0218'STATION AT SASPAMCO-- PROCEED 0.2 MILE SOUTHEASTERLY ALONG THE
 AY0218'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 60.0 FEET
 AY0218'SOUTHEAST OF THE FIRST POLE SOUTHEAST OF MILEPOST 18, AND 46.0 FEET
 AY0218'NORTHEAST OF THE CENTERLINE OF AN ASPHALT ROAD.  IT IS 38.0 FEET
 AY0218'SOUTHWEST OF AND ABOUT 8.0 FEET ABOVE THE CENTERLINE OF THE MAIN
 AY0218'TRACK, 4.4 FEET NORTH OF TELEPHONE POLE NO. JIA-18, AND 4.0 FEET
 AY0218'SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AY0218'FOOT.
 AY0218
 AY0218                          STATION RECOVERY (1957)
 AY0218
 AY0218'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0218'RECOVERED IN GOOD CONDITION.
 AY0218
 AY0218                          STATION RECOVERY (1980)
 AY0218
 AY0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0218'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0492 ***********************************************************************
 AY0492  DESIGNATION -  G 829
 AY0492  PID         -  AY0492
 AY0492  STATE/COUNTY-  TX/WILSON
 AY0492  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0492
 AY0492                         *CURRENT SURVEY CONTROL
 AY0492  ___________________________________________________________________
 AY0492* NAD 83(1986)-  29 11 58.     (N)    098 05 22.     (W)     SCALED    
 AY0492* NAVD 88     -       152.23   (+/-2cm)     499.4    (feet)  VERTCON   
 AY0492  ___________________________________________________________________
 AY0492  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AY0492
 AY0492  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0492
 AY0492.The horizontal coordinates were scaled from a topographic map and have
 AY0492.an estimated accuracy of +/- 6 seconds.
 AY0492
 AY0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0492.The vertical order pertains to the NGVD 29 superseded value.
 AY0492
 AY0492.The geoid height was determined by GEOID03.
 AY0492
 AY0492;                    North         East    Units  Estimated Accuracy
 AY0492;SPC TXSC     - 4,151,750.      688,540.      MT  (+/- 180 meters Scaled)
 AY0492
 AY0492                          SUPERSEDED SURVEY CONTROL
 AY0492
 AY0492  NGVD 29 (??/??/92)  152.169  (m)          499.24   (f) ADJ UNCH    2 0
 AY0492
 AY0492.Superseded values are not recommended for survey control.
 AY0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0492.See file dsdata.txt to determine how the superseded data were derived.
 AY0492
 AY0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT885304(NAD 83)
 AY0492_MARKER: DB = BENCH MARK DISK
 AY0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0492_SP_SET: CULVERT
 AY0492_STAMPING: G 829 1943
 AY0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0492
 AY0492  HISTORY     - Date     Condition        Report By
 AY0492  HISTORY     - 1943     MONUMENTED       CGS
 AY0492  HISTORY     - 1955     GOOD             NGS
 AY0492  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0492  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0492
 AY0492                          STATION DESCRIPTION
 AY0492
 AY0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0492'6.5 MI NE FROM FLORESVILLE.
 AY0492'TO REACH FROM THE COURT HOUSE AT FLORESVILLE-- PROCEED 6.5 MILES
 AY0492'NORTHEASTERLY ALONG STATE HIGHWAY NO.97 TO SITE OF BENCH MARK.  BENCH
 AY0492'MARK IS ABOUT 0.2 MILE NORTHEAST OF A WHITE TWO-STORY FRAME HOUSE WITH
 AY0492'A RED ROOF, AND ABOUT 300.0 FEET SOUTHWEST OF A DIRT ROAD CROSSING THE
 AY0492'HIGHWAY AND LEADING NORTHWEST TO A WHITE FRAME SCHOOL HOUSE. IT IS
 AY0492'17.5 FEET SOUTHEAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF
 AY0492'HIGHWAY, AND SET HORIZONTALLY IN THE NORTHEAST END OF THE SOUTHEAST
 AY0492'HEADWALL OF A CONCRETE CULVERT.
 AY0492
 AY0492                          STATION RECOVERY (1955)
 AY0492
 AY0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AY0492'RECOVERED IN GOOD CONDITION.
 AY0492
 AY0492                          STATION RECOVERY (1996)
 AY0492
 AY0492'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0492'MARK NOT FOUND.
 AY0492
 AY0492                          STATION RECOVERY (2003)
 AY0492
 AY0492'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0493 ***********************************************************************
 AY0493  DESIGNATION -  G 829 RESET 1955
 AY0493  PID         -  AY0493
 AY0493  STATE/COUNTY-  TX/WILSON
 AY0493  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0493
 AY0493                         *CURRENT SURVEY CONTROL
 AY0493  ___________________________________________________________________
 AY0493* NAD 83(1986)-  29 11 58.     (N)    098 05 22.     (W)     SCALED    
 AY0493* NAVD 88     -       151.59   (+/-2cm)     497.3    (feet)  VERTCON   
 AY0493  ___________________________________________________________________
 AY0493  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AY0493
 AY0493  VERT ORDER  -  THIRD (See Below)
 AY0493
 AY0493.The horizontal coordinates were scaled from a topographic map and have
 AY0493.an estimated accuracy of +/- 6 seconds.
 AY0493
 AY0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0493.The vertical order pertains to the NGVD 29 superseded value.
 AY0493
 AY0493.The geoid height was determined by GEOID03.
 AY0493
 AY0493;                    North         East    Units  Estimated Accuracy
 AY0493;SPC TXSC     - 4,151,750.      688,540.      MT  (+/- 180 meters Scaled)
 AY0493
 AY0493                          SUPERSEDED SURVEY CONTROL
 AY0493
 AY0493  NGVD 29 (01/29/03)  151.53   (m)          497.1    (f) RESET       3  
 AY0493
 AY0493.Superseded values are not recommended for survey control.
 AY0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0493.See file dsdata.txt to determine how the superseded data were derived.
 AY0493
 AY0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT885304(NAD 83)
 AY0493_MARKER: DB = BENCH MARK DISK
 AY0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0493_STAMPING: G 829 RESET 1955
 AY0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0493+STABILITY: SURFACE MOTION
 AY0493
 AY0493  HISTORY     - Date     Condition        Report By
 AY0493  HISTORY     - 1955     MONUMENTED       CGS
 AY0493  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0493
 AY0493                          STATION DESCRIPTION
 AY0493
 AY0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AY0493'6.5 MI NE FROM FLORESVILLE.
 AY0493'ABOUT 6.5 MILES NORTHEAST FROM THE COURT HOUSE IN FLORESVILLE, WILSON
 AY0493'COUNTY, TEXAS, ALONG HIGHWAY NO.97, ABOUT 45 YARDS SOUTHWEST OF A
 AY0493'FENCE CORNER AND A ROAD LEADING SOUTHEAST.  A SIGN READS MARCELINA
 AY0493'BAPTIST CHURCH.  IT IS 2 FEET SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY
 AY0493'FENCE AND ABOUT 32 YARDS NORTHEAST OF THE END OF A CONCRETE CULVERT. A
 AY0493'STANDARD DISK STAMPED G 829 RESET 1955 AND SET IN A CONCRETE MONUMENT
 AY0493'PROJECTING ABOUT 2 INCHES.
 AY0493
 AY0493                          STATION RECOVERY (2003)
 AY0493
 AY0493'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0083 ***********************************************************************
 CA0083  DESIGNATION -  G 83
 CA0083  PID         -  CA0083
 CA0083  STATE/COUNTY-  TX/LAMPASAS
 CA0083  USGS QUAD   -  LAMPASAS (1954)
 CA0083
 CA0083                         *CURRENT SURVEY CONTROL
 CA0083  ___________________________________________________________________
 CA0083* NAD 83(1986)-  31 03 57.     (N)    098 10 41.     (W)     SCALED    
 CA0083* NAVD 88     -       310.185  (meters)    1017.67   (feet)  ADJUSTED  
 CA0083  ___________________________________________________________________
 CA0083  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CA0083  DYNAMIC HT  -         309.772 (meters)    1016.31  (feet)  COMP
 CA0083  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 CA0083
 CA0083  VERT ORDER  -  FIRST     CLASS II
 CA0083
 CA0083.The horizontal coordinates were scaled from a topographic map and have
 CA0083.an estimated accuracy of +/- 6 seconds.
 CA0083
 CA0083.The orthometric height was determined by differential leveling
 CA0083.and adjusted by the National Geodetic Survey in June 1991..
 CA0083.WARNING-Repeat measurements at this control monument indicate possible
 CA0083.vertical movement.
 CA0083
 CA0083.The geoid height was determined by GEOID03.
 CA0083
 CA0083.The dynamic height is computed by dividing the NAVD 88
 CA0083.geopotential number by the normal gravity value computed on the
 CA0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0083.degrees latitude (g = 980.6199 gals.).
 CA0083
 CA0083.The modeled gravity was interpolated from observed gravity values.
 CA0083
 CA0083;                    North         East    Units  Estimated Accuracy
 CA0083;SPC TX C     - 3,157,100.      905,660.      MT  (+/- 180 meters Scaled)
 CA0083
 CA0083                          SUPERSEDED SURVEY CONTROL
 CA0083
 CA0083  NGVD 29 (??/??/92)  310.092  (m)         1017.36   (f) ADJ UNCH    1 2
 CA0083
 CA0083.Superseded values are not recommended for survey control.
 CA0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0083.See file dsdata.txt to determine how the superseded data were derived.
 CA0083
 CA0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV784371(NAD 83)
 CA0083_MARKER: DB = BENCH MARK DISK
 CA0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0083_SP_SET: BUILDING
 CA0083_MARK LOGO: CGS   
 CA0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0083+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 CA0083
 CA0083  HISTORY     - Date     Condition        Report By
 CA0083  HISTORY     - UNK      MONUMENTED       CGS
 CA0083  HISTORY     - 1932     GOOD             NGS
 CA0083  HISTORY     - 1934     GOOD             NGS
 CA0083  HISTORY     - 1983     GOOD             NGS
 CA0083  HISTORY     - 20020420 GOOD             USPSQD
 CA0083  HISTORY     - 20051113 GOOD             USPSQD
 CA0083
 CA0083                          STATION DESCRIPTION
 CA0083
 CA0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0083'IN LAMPASAS.
 CA0083'THE MARK IS 2 FEET EAST OF CURB WHICH SURROUNDS THE COURT HOUSE, 15
 CA0083'FEET NORTH OF SIDE WALK AT THE WEST ENTRANCE OF THE COURT HOUSE.
 CA0083
 CA0083                          STATION RECOVERY (1934)
 CA0083
 CA0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0083'RECOVERED IN GOOD CONDITION.
 CA0083
 CA0083                          STATION RECOVERY (1983)
 CA0083
 CA0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0083'RECOVERED THIS DATE.  NOTE, ADD AT 502 EAST THIRD STREET.
 CA0083
 CA0083                          STATION RECOVERY (2002)
 CA0083
 CA0083'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0083'RECOVERED IN GOOD CONDITION.
 CA0083
 CA0083                          STATION RECOVERY (2005)
 CA0083
 CA0083'RECOVERY NOTE BY US POWER SQUADRON 2005 (AR)
 CA0083'RECOVERED IN GOOD CONDITION.
 CA0083'NOTE. DUE TO EXTENSIVE RECONSTRUCTION AND REMODELING OF THE COURTHOUSE
 CA0083'IN 2003, THE MARKER NOW LIES IN THE SIDEWALK WHICH SURROUNDS THE COURT
 CA0083'HOUSE, 8 INCHES +/- FROM THE OUTSIDE EDGE, 15 FEET NORTH OF THE
 CA0083'ENTRANCE SIDE WALK LEADING TO THE WEST ENTRANCE OF THE COURT HOUSE, 10
 CA0083'INCHES +/- FROM THE BASE OF A TEXAS HISTORICAL MARKER TITLED SHOOTOUT
 CA0083'AT LAMPASAS SALOON.
 CA0083' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2305 ***********************************************************************
 AX2305  DESIGNATION -  G 830
 AX2305  PID         -  AX2305
 AX2305  STATE/COUNTY-  TX/CALDWELL
 AX2305  USGS QUAD   -  HARWOOD (1981)
 AX2305
 AX2305                         *CURRENT SURVEY CONTROL
 AX2305  ___________________________________________________________________
 AX2305* NAD 83(1986)-  29 41 37.     (N)    097 30 55.     (W)     SCALED    
 AX2305* NAVD 88     -       139.60   (+/-2cm)     458.0    (feet)  VERTCON   
 AX2305  ___________________________________________________________________
 AX2305  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX2305
 AX2305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2305
 AX2305.The horizontal coordinates were scaled from a topographic map and have
 AX2305.an estimated accuracy of +/- 6 seconds.
 AX2305
 AX2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2305.The vertical order pertains to the NGVD 29 superseded value.
 AX2305
 AX2305.The geoid height was determined by GEOID03.
 AX2305
 AX2305;                    North         East    Units  Estimated Accuracy
 AX2305;SPC TXSC     - 4,207,080.      743,670.      MT  (+/- 180 meters Scaled)
 AX2305
 AX2305                          SUPERSEDED SURVEY CONTROL
 AX2305
 AX2305  NGVD 29 (??/??/92)  139.540  (m)          457.81   (f) ADJ UNCH    2 0
 AX2305
 AX2305.Superseded values are not recommended for survey control.
 AX2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2305.See file dsdata.txt to determine how the superseded data were derived.
 AX2305
 AX2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT436857(NAD 83)
 AX2305_MARKER: DB = BENCH MARK DISK
 AX2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2305_STAMPING: G 830 1943
 AX2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2305+STABILITY: SURFACE MOTION
 AX2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2305+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2305
 AX2305  HISTORY     - Date     Condition        Report By
 AX2305  HISTORY     - 1943     MONUMENTED       CGS
 AX2305  HISTORY     - 19930808 GOOD             USPSQD
 AX2305  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2305  HISTORY     - 20060429 GOOD             USPSQD
 AX2305
 AX2305                          STATION DESCRIPTION
 AX2305
 AX2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2305'2 MI N FROM HARWOOD.
 AX2305'IN CALDWELL COUNTY, 2.0 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE
 AX2305'PUBLIC SCHOOL AT HARWOOD, GONZALES COUNTY, 0.3 MILE NORTH OF A LARGE
 AX2305'FARMHOUSE ON THE WEST SIDE OF THE ROAD, AT A SMALL JOG IN THE ROAD, 63
 AX2305'FEET SOUTH OF A DIVISION-FENCE CORNER, 27 FEET WEST OF THE CENTERLINE
 AX2305'OF THE ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A
 AX2305'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. A
 AX2305'STANDARD DISK, STAMPED G 830 1943 AND SET IN THE TOP OF A CONCRETE
 AX2305'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2305
 AX2305                          STATION RECOVERY (1993)
 AX2305
 AX2305'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2305'RECOVERED IN GOOD CONDITION.
 AX2305
 AX2305                          STATION RECOVERY (1999)
 AX2305
 AX2305'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2305'MARK NOT FOUND.
 AX2305
 AX2305                          STATION RECOVERY (2006)
 AX2305
 AX2305'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AX2305'BENCH MARK IS 1 FOOT WEST OF RIGHT-OF-WAY FNECE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1536 ***********************************************************************
 AX1536  DESIGNATION -  G 831
 AX1536  PID         -  AX1536
 AX1536  STATE/COUNTY-  TX/CALDWELL
 AX1536  USGS QUAD   -  DELHI (1981)
 AX1536
 AX1536                         *CURRENT SURVEY CONTROL
 AX1536  ___________________________________________________________________
 AX1536* NAD 83(1986)-  29 49 22.     (N)    097 22 51.     (W)     SCALED    
 AX1536* NAVD 88     -       155.18   (+/-2cm)     509.1    (feet)  VERTCON   
 AX1536  ___________________________________________________________________
 AX1536  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX1536
 AX1536  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1536
 AX1536.The horizontal coordinates were scaled from a topographic map and have
 AX1536.an estimated accuracy of +/- 6 seconds.
 AX1536
 AX1536.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1536.The vertical order pertains to the NGVD 29 superseded value.
 AX1536
 AX1536.The geoid height was determined by GEOID03.
 AX1536
 AX1536;                    North         East    Units  Estimated Accuracy
 AX1536;SPC TXSC     - 4,221,570.      756,480.      MT  (+/- 180 meters Scaled)
 AX1536
 AX1536                          SUPERSEDED SURVEY CONTROL
 AX1536
 AX1536  NGVD 29 (??/??/92)  155.116  (m)          508.91   (f) ADJ UNCH    2 0
 AX1536
 AX1536.Superseded values are not recommended for survey control.
 AX1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1536.See file dsdata.txt to determine how the superseded data were derived.
 AX1536
 AX1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU564002(NAD 83)
 AX1536_MARKER: DB = BENCH MARK DISK
 AX1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1536_STAMPING: G 831 1943
 AX1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1536+STABILITY: SURFACE MOTION
 AX1536
 AX1536  HISTORY     - Date     Condition        Report By
 AX1536  HISTORY     - 1943     MONUMENTED       CGS
 AX1536  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1536
 AX1536                          STATION DESCRIPTION
 AX1536
 AX1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1536'0.9 MI E FROM DELHI.
 AX1536'0.9 MILE EAST ALONG A GRADED ROAD LEADING TO JEDDO FROM THE ROAD
 AX1536'INTERSECTION AT DELHI, CALDWELL COUNTY, AT THE JUNCTION OF A PRIVATE
 AX1536'ROAD, 39 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 20 FEET EAST
 AX1536'OF THE CENTER OF A GATE ACROSS THE PRIVATE ROAD, 1 FOOT NORTH OF THE
 AX1536'RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 AX1536'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED G 831 1943 AND SET IN
 AX1536'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1536
 AX1536                          STATION RECOVERY (1999)
 AX1536
 AX1536'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0532 ***********************************************************************
 AY0532  DESIGNATION -  G 832
 AY0532  PID         -  AY0532
 AY0532  STATE/COUNTY-  TX/BEXAR
 AY0532  USGS QUAD   -  MARTINEZ (1992)
 AY0532
 AY0532                         *CURRENT SURVEY CONTROL
 AY0532  ___________________________________________________________________
 AY0532* NAD 83(1986)-  29 23 50.     (N)    098 16 59.     (W)     SCALED    
 AY0532* NAVD 88     -       183.61   (+/-2cm)     602.4    (feet)  VERTCON   
 AY0532  ___________________________________________________________________
 AY0532  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 AY0532
 AY0532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0532
 AY0532.The horizontal coordinates were scaled from a topographic map and have
 AY0532.an estimated accuracy of +/- 6 seconds.
 AY0532
 AY0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0532.The vertical order pertains to the NGVD 29 superseded value.
 AY0532
 AY0532.The geoid height was determined by GEOID03.
 AY0532
 AY0532;                    North         East    Units  Estimated Accuracy
 AY0532;SPC TXSC     - 4,173,530.      669,580.      MT  (+/- 180 meters Scaled)
 AY0532
 AY0532                          SUPERSEDED SURVEY CONTROL
 AY0532
 AY0532  NGVD 29 (??/??/92)  183.508  (m)          602.06   (f) ADJ UNCH    2 0
 AY0532
 AY0532.Superseded values are not recommended for survey control.
 AY0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0532.See file dsdata.txt to determine how the superseded data were derived.
 AY0532
 AY0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT695522(NAD 83)
 AY0532_MARKER: DB = BENCH MARK DISK
 AY0532_SETTING: 0 = UNSPECIFIED SETTING
 AY0532_STAMPING: G 832 1943
 AY0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0532
 AY0532  HISTORY     - Date     Condition        Report By
 AY0532  HISTORY     - 1943     MONUMENTED       CGS
 AY0532  HISTORY     - 1967     GOOD             USGS
 AY0532  HISTORY     - 1988     GOOD             USPSQD
 AY0532  HISTORY     - 19991020 GOOD             USPSQD
 AY0532
 AY0532                          STATION DESCRIPTION
 AY0532
 AY0532'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0532'2.9 MI W FROM ADKINS.
 AY0532'ABOUT 1.6 MILES NORTH ALONG STUART ROAD FROM THE CROSS ROADS (U.S. 87
 AY0532'AND STUART ROAD) AT SAYERS, BEXAR COUNTY, TO AN OLD RAILROAD GRADE AND
 AY0532'CROSS ROADS (MACAWAY AND STUART).  BENCH MARK IS 98 FEET WEST OF THE
 AY0532'CENTER LINE OF STUART ROAD, 29 FEET NORTH OF THE CENTER LINE OF
 AY0532'MACAWAY ROAD, AND 31 FEET SOUTH OF THE CENTER LINE OF THE OLD RAILROAD
 AY0532'GRADE.  A STANDARD DISK STAMPED G 832 1943.
 AY0532
 AY0532                          STATION RECOVERY (1988)
 AY0532
 AY0532'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0532'RECOVERED IN GOOD CONDITION.
 AY0532
 AY0532                          STATION RECOVERY (1999)
 AY0532
 AY0532'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0512 ***********************************************************************
 AY0512  DESIGNATION -  G 833
 AY0512  PID         -  AY0512
 AY0512  STATE/COUNTY-  TX/WILSON
 AY0512  USGS QUAD   -  LA VERNIA SW (1992)
 AY0512
 AY0512                         *CURRENT SURVEY CONTROL
 AY0512  ___________________________________________________________________
 AY0512* NAD 83(1986)-  29 19 07.     (N)    098 11 40.     (W)     SCALED    
 AY0512* NAVD 88     -       181.02   (+/-2cm)     593.9    (feet)  VERTCON   
 AY0512  ___________________________________________________________________
 AY0512  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AY0512
 AY0512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0512
 AY0512.The horizontal coordinates were scaled from a topographic map and have
 AY0512.an estimated accuracy of +/- 6 seconds.
 AY0512
 AY0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0512.The vertical order pertains to the NGVD 29 superseded value.
 AY0512
 AY0512.The geoid height was determined by GEOID03.
 AY0512
 AY0512;                    North         East    Units  Estimated Accuracy
 AY0512;SPC TXSC     - 4,164,880.      678,240.      MT  (+/- 180 meters Scaled)
 AY0512
 AY0512                          SUPERSEDED SURVEY CONTROL
 AY0512
 AY0512  NGVD 29 (??/??/92)  180.928  (m)          593.59   (f) ADJ UNCH    2 0
 AY0512
 AY0512.Superseded values are not recommended for survey control.
 AY0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0512.See file dsdata.txt to determine how the superseded data were derived.
 AY0512
 AY0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT782435(NAD 83)
 AY0512_MARKER: DB = BENCH MARK DISK
 AY0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0512_STAMPING: G 833
 AY0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0512+STABILITY: SURFACE MOTION
 AY0512
 AY0512  HISTORY     - Date     Condition        Report By
 AY0512  HISTORY     - UNK      MONUMENTED       CGS
 AY0512  HISTORY     - 1943     GOOD             NGS
 AY0512  HISTORY     - 19960210 GOOD             USPSQD
 AY0512
 AY0512                          STATION DESCRIPTION
 AY0512
 AY0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0512'7.25 MI SW FROM LAVERNIA.
 AY0512'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 3.1 MILES WESTERLY
 AY0512'ALONG U. S. HIGHWAY NO. 87 TO A DIRT ROAD INTERSECTION LEADING SOUTH,
 AY0512'THENCE 4.15 MILES SOUTHERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AY0512'ABOUT 0.7 MILE NORTH OF A T-ROAD INTERSECTION, AND 21.5 FEET EAST OF
 AY0512'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 22.0
 AY0512'FEET SOUTH OF A FENCE CORNER, 17.5 FEET SOUTH OF THE CENTERLINE OF A
 AY0512'WOODEN GATE, 1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 3.2 FEET
 AY0512'NORTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AY0512
 AY0512                          STATION RECOVERY (1996)
 AY0512
 AY0512'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2376 ***********************************************************************
 AX2376  DESIGNATION -  G 834
 AX2376  PID         -  AX2376
 AX2376  STATE/COUNTY-  TX/GONZALES
 AX2376  USGS QUAD   -  BELMONT (1994)
 AX2376
 AX2376                         *CURRENT SURVEY CONTROL
 AX2376  ___________________________________________________________________
 AX2376* NAD 83(1986)-  29 31 59.     (N)    097 43 29.     (W)     SCALED    
 AX2376* NAVD 88     -       114.92   (+/-2cm)     377.0    (feet)  VERTCON   
 AX2376  ___________________________________________________________________
 AX2376  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2376
 AX2376  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2376
 AX2376.The horizontal coordinates were scaled from a topographic map and have
 AX2376.an estimated accuracy of +/- 6 seconds.
 AX2376
 AX2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2376.The vertical order pertains to the NGVD 29 superseded value.
 AX2376
 AX2376.The geoid height was determined by GEOID03.
 AX2376
 AX2376;                    North         East    Units  Estimated Accuracy
 AX2376;SPC TXSC     - 4,189,050.      723,600.      MT  (+/- 180 meters Scaled)
 AX2376
 AX2376                          SUPERSEDED SURVEY CONTROL
 AX2376
 AX2376  NGVD 29 (??/??/92)  114.866  (m)          376.86   (f) ADJ UNCH    2 0
 AX2376
 AX2376.Superseded values are not recommended for survey control.
 AX2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2376.See file dsdata.txt to determine how the superseded data were derived.
 AX2376
 AX2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT235677(NAD 83)
 AX2376_MARKER: DB = BENCH MARK DISK
 AX2376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2376_SP_SET: ABUTMENT
 AX2376_STAMPING: G 834 1943
 AX2376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2376+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2376
 AX2376  HISTORY     - Date     Condition        Report By
 AX2376  HISTORY     - 1943     MONUMENTED       CGS
 AX2376  HISTORY     - 20030517 GOOD             USPSQD
 AX2376
 AX2376                          STATION DESCRIPTION
 AX2376
 AX2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2376'2.7 MI W FROM BELMONT.
 AX2376'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2376'BELMONT, PROCEED 2.7 MI. W. ALONG STATE HIGHWAY NO. 3 TO SITE OF BM.
 AX2376'BENCH MARK IS ABOUT 0.15 MI. W. OF THE GUADALUPE-GONZALES COUNTY LINE,
 AX2376'AND 13 FEET N. OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX2376'HIGHWAY.  IT IS SET HORIZONTALLY IN THE N. END OF THE W. ABUTMENT OF A
 AX2376'CONCRETE BRIDGE OVER A CREEK.
 AX2376
 AX2376                          STATION RECOVERY (2003)
 AX2376
 AX2376'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2376'STATE HWY 3 NOW CALLED US 90A.  HIGHWAY HAS UNDERGONE MAJOR UPGRADE.
 AX2376'MONUMENT FOUND ON WEST END OF NORTH ABUTMENT.
 AX2376' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2345 ***********************************************************************
 AX2345  DESIGNATION -  G 835
 AX2345  PID         -  AX2345
 AX2345  STATE/COUNTY-  TX/GUADALUPE
 AX2345  USGS QUAD   -  LULING (1994)
 AX2345
 AX2345                         *CURRENT SURVEY CONTROL
 AX2345  ___________________________________________________________________
 AX2345* NAD 83(1986)-  29 39 56.     (N)    097 39 06.     (W)     SCALED    
 AX2345* NAVD 88     -       112.70   (+/-2cm)     369.7    (feet)  VERTCON   
 AX2345  ___________________________________________________________________
 AX2345  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2345
 AX2345  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2345
 AX2345.The horizontal coordinates were scaled from a topographic map and have
 AX2345.an estimated accuracy of +/- 6 seconds.
 AX2345
 AX2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2345.The vertical order pertains to the NGVD 29 superseded value.
 AX2345
 AX2345.The geoid height was determined by GEOID03.
 AX2345
 AX2345;                    North         East    Units  Estimated Accuracy
 AX2345;SPC TXSC     - 4,203,810.      730,510.      MT  (+/- 180 meters Scaled)
 AX2345
 AX2345                          SUPERSEDED SURVEY CONTROL
 AX2345
 AX2345  NGVD 29 (??/??/92)  112.64   (m)          369.6    (f) COMPUTED    2 0
 AX2345
 AX2345.Superseded values are not recommended for survey control.
 AX2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2345.See file dsdata.txt to determine how the superseded data were derived.
 AX2345
 AX2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT304824(NAD 83)
 AX2345_MARKER: DB = BENCH MARK DISK
 AX2345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2345_SP_SET: CULVERT
 AX2345_STAMPING: G 835 1943
 AX2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2345
 AX2345  HISTORY     - Date     Condition        Report By
 AX2345  HISTORY     - 1943     MONUMENTED       CGS
 AX2345  HISTORY     - 1959     GOOD             DOD
 AX2345  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2345  HISTORY     - 20020525 MARK NOT FOUND   USPSQD
 AX2345
 AX2345                          STATION DESCRIPTION
 AX2345
 AX2345'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2345'1.1 MI S FROM LULING.
 AX2345'THE MARK IS SET FLUSH WITH CONCRETE HEADWALL.  63 FEET EAST OF A TRAIL
 AX2345'INTERSECTION AND 13.8 FEET HIGHER, 16 FEET N.W. OF THE CENTERLINE OF
 AX2345'THE NE-SW HIGHWAY AND IS 0.1 FOOT LOWER, 390 FEET S.W. OF THE
 AX2345'CENTERLINE OF THE BRIDGE OVER THE RIVER AND IS 1.4 FEET LOWER. NOTE--
 AX2345'THE SURFACE OF THE BRIDGE IS 44 FEET ABOVE THE SURFACE OF THE WATER.
 AX2345
 AX2345                          STATION RECOVERY (1999)
 AX2345
 AX2345'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2345'MARK NOT FOUND.
 AX2345
 AX2345                          STATION RECOVERY (2002)
 AX2345
 AX2345'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX2345'NEW BRIDGE AND FOUR LANE HIGHWAY HAS REPLACED THE TWO LANE HIGHWAY.
 AX2345'CONCRETE HEADWALL AND CULVERT NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2081 ***********************************************************************
 AX2081  DESIGNATION -  G 836
 AX2081  PID         -  AX2081
 AX2081  STATE/COUNTY-  TX/GONZALES
 AX2081  USGS QUAD   -  LEESVILLE (1987)
 AX2081
 AX2081                         *CURRENT SURVEY CONTROL
 AX2081  ___________________________________________________________________
 AX2081* NAD 83(1986)-  29 22 52.     (N)    097 44 59.     (W)     SCALED    
 AX2081* NAVD 88     -       114.12   (+/-2cm)     374.4    (feet)  VERTCON   
 AX2081  ___________________________________________________________________
 AX2081  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2081
 AX2081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2081
 AX2081.The horizontal coordinates were scaled from a topographic map and have
 AX2081.an estimated accuracy of +/- 6 seconds.
 AX2081
 AX2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2081.The vertical order pertains to the NGVD 29 superseded value.
 AX2081
 AX2081.The geoid height was determined by GEOID03.
 AX2081
 AX2081;                    North         East    Units  Estimated Accuracy
 AX2081;SPC TXSC     - 4,172,180.      721,360.      MT  (+/- 180 meters Scaled)
 AX2081
 AX2081                          SUPERSEDED SURVEY CONTROL
 AX2081
 AX2081  NGVD 29 (??/??/92)  114.075  (m)          374.26   (f) ADJ UNCH    2 0
 AX2081
 AX2081.Superseded values are not recommended for survey control.
 AX2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2081.See file dsdata.txt to determine how the superseded data were derived.
 AX2081
 AX2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT213508(NAD 83)
 AX2081_MARKER: DB = BENCH MARK DISK
 AX2081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2081_SP_SET: CULVERT
 AX2081_STAMPING: G 836
 AX2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2081
 AX2081  HISTORY     - Date     Condition        Report By
 AX2081  HISTORY     - UNK      MONUMENTED       CGS
 AX2081  HISTORY     - 1943     GOOD             NGS
 AX2081  HISTORY     - 20040815 MARK NOT FOUND   USPSQD
 AX2081
 AX2081                          STATION DESCRIPTION
 AX2081
 AX2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2081'1.8 MI S FROM LEESVILLE.
 AX2081'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 1.8 MI. S. ALONG STATE
 AX2081'HIGHWAY NO. 80 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 250 FEET N.
 AX2081'OF A PRIVATE ROAD INTERSECTION LEADING W. TO A WHITE FRAME HOUSE, AND
 AX2081'18 FEET E. OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX2081'HIGHWAY.  IT IS SET HORIZONTALLY IN THE N. END OF THE E. HEADWALL OF A
 AX2081'CONCRETE CULVERT.
 AX2081
 AX2081                          STATION RECOVERY (2004)
 AX2081
 AX2081'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2832 ***********************************************************************
 AX2832  DESIGNATION -  G 836 RESET
 AX2832  PID         -  AX2832
 AX2832  STATE/COUNTY-  TX/GONZALES
 AX2832  USGS QUAD   -  LEESVILLE (1987)
 AX2832
 AX2832                         *CURRENT SURVEY CONTROL
 AX2832  ___________________________________________________________________
 AX2832* NAD 83(1986)-  29 22 52.     (N)    097 44 59.     (W)     SCALED    
 AX2832* NAVD 88     -       113.73   (+/-2cm)     373.1    (feet)  VERTCON   
 AX2832  ___________________________________________________________________
 AX2832  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2832
 AX2832  VERT ORDER  -  THIRD (See Below)
 AX2832
 AX2832.The horizontal coordinates were scaled from a topographic map and have
 AX2832.an estimated accuracy of +/- 6 seconds.
 AX2832
 AX2832.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2832.The vertical order pertains to the NGVD 29 superseded value.
 AX2832
 AX2832.The geoid height was determined by GEOID03.
 AX2832
 AX2832;                    North         East    Units  Estimated Accuracy
 AX2832;SPC TXSC     - 4,172,180.      721,360.      MT  (+/- 180 meters Scaled)
 AX2832
 AX2832                          SUPERSEDED SURVEY CONTROL
 AX2832
 AX2832  NGVD 29 (01/29/03)  113.69   (m)          373.0    (f) RESET       3  
 AX2832
 AX2832.Superseded values are not recommended for survey control.
 AX2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2832.See file dsdata.txt to determine how the superseded data were derived.
 AX2832
 AX2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT213508(NAD 83)
 AX2832_MARKER: DV = VERTICAL CONTROL DISK
 AX2832_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2832_SP_SET: CULVERT
 AX2832_STAMPING: G 836 RESET 1986
 AX2832_MARK LOGO: NGS   
 AX2832_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2832+STABILITY: SURFACE MOTION
 AX2832
 AX2832  HISTORY     - Date     Condition        Report By
 AX2832  HISTORY     - 1986     MONUMENTED       TXHD
 AX2832  HISTORY     - 20040815 GOOD             USPSQD
 AX2832
 AX2832                          STATION DESCRIPTION
 AX2832
 AX2832'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 AX2832'FROM THE POST OFFICE IN LEESVILLE, PROCEED 1.8 MILES (2.9 KM)
 AX2832'SOUTHERLY ALONG STATE HIGHWAY 80 TO MARK, IN THE SOUTHWEST CORNER OF
 AX2832'CULVERT, 24 FEET (7.3 M) WEST OF AND APPROXIMATELY LEVEL WITH THE
 AX2832'CENTERLINE OF STATE HIGHWAY 80.
 AX2832
 AX2832                          STATION RECOVERY (2004)
 AX2832
 AX2832'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX2832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1673 ***********************************************************************
 AX1673  DESIGNATION -  G 838
 AX1673  PID         -  AX1673
 AX1673  STATE/COUNTY-  TX/DE WITT
 AX1673  USGS QUAD   -  YOAKUM (1987)
 AX1673
 AX1673                         *CURRENT SURVEY CONTROL
 AX1673  ___________________________________________________________________
 AX1673* NAD 83(1986)-  29 15 48.     (N)    097 08 15.     (W)     SCALED    
 AX1673* NAVD 88     -        76.92   (+/-2cm)     252.4    (feet)  VERTCON   
 AX1673  ___________________________________________________________________
 AX1673  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1673
 AX1673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1673
 AX1673.The horizontal coordinates were scaled from a topographic map and have
 AX1673.an estimated accuracy of +/- 6 seconds.
 AX1673
 AX1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1673.The vertical order pertains to the NGVD 29 superseded value.
 AX1673
 AX1673.The geoid height was determined by GEOID03.
 AX1673
 AX1673;                    North         East    Units  Estimated Accuracy
 AX1673;SPC TXSC     - 4,159,920.      780,990.      MT  (+/- 180 meters Scaled)
 AX1673
 AX1673                          SUPERSEDED SURVEY CONTROL
 AX1673
 AX1673  NGVD 29 (??/??/92)   76.913  (m)          252.34   (f) ADJ UNCH    2 0
 AX1673
 AX1673.Superseded values are not recommended for survey control.
 AX1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1673.See file dsdata.txt to determine how the superseded data were derived.
 AX1673
 AX1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT809385(NAD 83)
 AX1673_MARKER: DB = BENCH MARK DISK
 AX1673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1673_SP_SET: BRIDGE ABUTMENT
 AX1673_STAMPING: G 838 1943
 AX1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1673
 AX1673  HISTORY     - Date     Condition        Report By
 AX1673  HISTORY     - 1943     MONUMENTED       CGS
 AX1673
 AX1673                          STATION DESCRIPTION
 AX1673
 AX1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1673'2.6 MI SE FROM YOAKUM.
 AX1673'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCEED 2.6 MILES
 AX1673'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO SITE OF BENCH MARK.
 AX1673'BENCH MARK IS ABOUT 0.3 MILE SOUTHEAST OF A CURVE AND A FARM ROAD
 AX1673'INTERSECTION LEADING SOUTH, AND 12.0 FEET SOUTHWEST OF AND ABOUT THE
 AX1673'SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS SET HORIZONTALLY IN
 AX1673'THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF A CONCRETE BRIDGE OVER
 AX1673'A SMALL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1692 ***********************************************************************
 AX1692  DESIGNATION -  G 839
 AX1692  PID         -  AX1692
 AX1692  STATE/COUNTY-  TX/DE WITT
 AX1692  USGS QUAD   -  FORDTRAN (1987)
 AX1692
 AX1692                         *CURRENT SURVEY CONTROL
 AX1692  ___________________________________________________________________
 AX1692* NAD 83(1986)-  29 05 11.     (N)    097 06 14.     (W)     SCALED    
 AX1692* NAVD 88     -        64.40   (+/-2cm)     211.3    (feet)  VERTCON   
 AX1692  ___________________________________________________________________
 AX1692  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX1692
 AX1692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1692
 AX1692.The horizontal coordinates were scaled from a topographic map and have
 AX1692.an estimated accuracy of +/- 6 seconds.
 AX1692
 AX1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1692.The vertical order pertains to the NGVD 29 superseded value.
 AX1692
 AX1692.The geoid height was determined by GEOID03.
 AX1692
 AX1692;                    North         East    Units  Estimated Accuracy
 AX1692;SPC TXSC     - 4,140,370.      784,570.      MT  (+/- 180 meters Scaled)
 AX1692
 AX1692                          SUPERSEDED SURVEY CONTROL
 AX1692
 AX1692  NGVD 29 (??/??/92)   64.420  (m)          211.35   (f) ADJ UNCH    2 0
 AX1692
 AX1692.Superseded values are not recommended for survey control.
 AX1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1692.See file dsdata.txt to determine how the superseded data were derived.
 AX1692
 AX1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT845190(NAD 83)
 AX1692_MARKER: DB = BENCH MARK DISK
 AX1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1692_STAMPING: G 839 1943
 AX1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1692+STABILITY: SURFACE MOTION
 AX1692
 AX1692  HISTORY     - Date     Condition        Report By
 AX1692  HISTORY     - 1943     MONUMENTED       CGS
 AX1692
 AX1692                          STATION DESCRIPTION
 AX1692
 AX1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1692'15.25 MI N FROM NURSERY.
 AX1692'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 7.35 MILES
 AX1692'NORTHEASTERLY ALONG THE NURSERY-FORDTRAN ROAD TO A WOODEN GATE AND A
 AX1692'PRIVATE ROAD INTERSECTION LEADING NORTHWESTERLY INTO THE WELDER RANCH,
 AX1692'THENCE 3.05 MILES NORTHWESTERLY TO THE THOMASTON-FORDTRAN-STRATTON
 AX1692'ROAD INTERSECTION, THENCE 4.85 MILES NORTHERLY ALONG THE STRATTON ROAD
 AX1692'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.8 MILE SOUTH OF A T-ROAD
 AX1692'INTERSECTION, ABOUT 0.25 MILE SOUTH OF A CATTLE GUARD AND AN OLD
 AX1692'ABANDONED FRAME HOUSE, AND ABOUT 90.0 FEET NORTH OF THE EAST END OF A
 AX1692'LARGE GALVANIZED IRON PIPE CULVERT. IT IS 34.0 FEET EAST OF AND ABOUT
 AX1692'THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 8.0 FEET EAST OF A FENCE
 AX1692'CORNER, 1.4 FEET SOUTH OF A FENCE, AND 3.7 FEET EAST OF A 4X4-INCH
 AX1692'WOODEN MARKER POST. MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0111 ***********************************************************************
 CA0111  DESIGNATION -  G 84
 CA0111  PID         -  CA0111
 CA0111  STATE/COUNTY-  TX/LAMPASAS
 CA0111  USGS QUAD   -  LOMETA (1959)
 CA0111
 CA0111                         *CURRENT SURVEY CONTROL
 CA0111  ___________________________________________________________________
 CA0111* NAD 83(1986)-  31 13 14.     (N)    098 23 40.     (W)     SCALED    
 CA0111* NAVD 88     -       451.089  (meters)    1479.95   (feet)  ADJUSTED  
 CA0111  ___________________________________________________________________
 CA0111  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CA0111  DYNAMIC HT  -         450.480 (meters)    1477.95  (feet)  COMP
 CA0111  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 CA0111
 CA0111  VERT ORDER  -  FIRST     CLASS II
 CA0111
 CA0111.The horizontal coordinates were scaled from a topographic map and have
 CA0111.an estimated accuracy of +/- 6 seconds.
 CA0111
 CA0111.The orthometric height was determined by differential leveling
 CA0111.and adjusted by the National Geodetic Survey in June 1991..
 CA0111
 CA0111.The geoid height was determined by GEOID03.
 CA0111
 CA0111.The dynamic height is computed by dividing the NAVD 88
 CA0111.geopotential number by the normal gravity value computed on the
 CA0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0111.degrees latitude (g = 980.6199 gals.).
 CA0111
 CA0111.The modeled gravity was interpolated from observed gravity values.
 CA0111
 CA0111;                    North         East    Units  Estimated Accuracy
 CA0111;SPC TX C     - 3,173,870.      884,720.      MT  (+/- 180 meters Scaled)
 CA0111
 CA0111                          SUPERSEDED SURVEY CONTROL
 CA0111
 CA0111  NGVD 29 (??/??/92)  450.983  (m)         1479.60   (f) ADJ UNCH    1 2
 CA0111
 CA0111.Superseded values are not recommended for survey control.
 CA0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0111.See file dsdata.txt to determine how the superseded data were derived.
 CA0111
 CA0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV576542(NAD 83)
 CA0111_MARKER: DB = BENCH MARK DISK
 CA0111_SETTING: 0 = UNSPECIFIED SETTING
 CA0111_STAMPING: G 84 1932
 CA0111_MARK LOGO: CGS   
 CA0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0111
 CA0111  HISTORY     - Date     Condition        Report By
 CA0111  HISTORY     - 1932     MONUMENTED       CGS
 CA0111  HISTORY     - 1935     GOOD             NGS
 CA0111  HISTORY     - 1983     GOOD             NGS
 CA0111  HISTORY     - 20020420 GOOD             USPSQD
 CA0111
 CA0111                          STATION DESCRIPTION
 CA0111
 CA0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0111'0.2 MI NW FROM LOMETA.
 CA0111'ABOUT 0.2 MILE N.W. ALONG THE GULF, COLORADO AND SANTA FE R.R. FROM
 CA0111'THE STATION AT LOMETA, LAMPASAS COUNTY.  ABOUT 2 1/2 POLES S.E. OF
 CA0111'MILE POST 292.  40 FEET S.W. OF A ROAD.  AT THE N.E. END OF A CULVERT
 CA0111'NO. 291A.  AND IN THE S.E. CORNER.  5 YARDS N.E. OF CENTER OF THE
 CA0111'TRACK.
 CA0111
 CA0111                          STATION RECOVERY (1983)
 CA0111
 CA0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0111'RECOVERED IN GOOD CONDITION.
 CA0111
 CA0111                          STATION RECOVERY (2002)
 CA0111
 CA0111'RECOVERY NOTE BY US POWER SQUADRON 2002 (AH)
 CA0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0174 ***********************************************************************
 AY0174  DESIGNATION -  G 840
 AY0174  PID         -  AY0174
 AY0174  STATE/COUNTY-  TX/GUADALUPE
 AY0174  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0174
 AY0174                         *CURRENT SURVEY CONTROL
 AY0174  ___________________________________________________________________
 AY0174* NAD 83(1986)-  29 38 39.     (N)    098 10 15.     (W)     SCALED    
 AY0174* NAVD 88     -       219.30   (+/-2cm)     719.5    (feet)  VERTCON   
 AY0174  ___________________________________________________________________
 AY0174  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AY0174
 AY0174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0174
 AY0174.The horizontal coordinates were scaled from a topographic map and have
 AY0174.an estimated accuracy of +/- 6 seconds.
 AY0174
 AY0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0174.The vertical order pertains to the NGVD 29 superseded value.
 AY0174
 AY0174.The geoid height was determined by GEOID03.
 AY0174
 AY0174;                    North         East    Units  Estimated Accuracy
 AY0174;SPC TXSC     - 4,200,970.      680,280.      MT  (+/- 180 meters Scaled)
 AY0174
 AY0174                          SUPERSEDED SURVEY CONTROL
 AY0174
 AY0174  NGVD 29 (??/??/92)  219.194  (m)          719.14   (f) ADJ UNCH    2 0
 AY0174
 AY0174.Superseded values are not recommended for survey control.
 AY0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0174.See file dsdata.txt to determine how the superseded data were derived.
 AY0174
 AY0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT802796(NAD 83)
 AY0174_MARKER: DB = BENCH MARK DISK
 AY0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0174_STAMPING: G 840 1943
 AY0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0174+STABILITY: SURFACE MOTION
 AY0174
 AY0174  HISTORY     - Date     Condition        Report By
 AY0174  HISTORY     - 1943     MONUMENTED       CGS
 AY0174  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0174  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0174  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0174
 AY0174                          STATION DESCRIPTION
 AY0174
 AY0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0174'6.2 MI NW FROM MARION.
 AY0174'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MARION, PROCEED
 AY0174'6.2 MILES NORTHWESTERLY ALONG A WINDING GRAVEL ROAD TO SITE OF BENCH
 AY0174'MARK.  BENCH MARK IS 0.2 MILE SOUTHEAST OF A SMALL FRAME HOUSE ON THE
 AY0174'SOUTHWEST SIDE OF ROAD.  IT IS 28.0 FEET SOUTHWEST OF AND ABOUT THE
 AY0174'SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD.  IT IS 18.0 FEET
 AY0174'NORTHWEST OF THE CROSSING OF A UNITED GAS PIPELINE, 2.0 FEET SOUTHWEST
 AY0174'OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTHEAST OF A 4X4
 AY0174'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AY0174
 AY0174                          STATION RECOVERY (1980)
 AY0174
 AY0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0174'SEARCHED FOR, NOT RECOVERED.
 AY0174
 AY0174                          STATION RECOVERY (1988)
 AY0174
 AY0174'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0174'MARK NOT FOUND.
 AY0174
 AY0174                          STATION RECOVERY (1999)
 AY0174
 AY0174'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1140 ***********************************************************************
 AX1140  DESIGNATION -  G 841 RESET 1957
 AX1140  PID         -  AX1140
 AX1140  STATE/COUNTY-  TX/FAYETTE
 AX1140  USGS QUAD   -  AMMANNSVILLE (1981)
 AX1140
 AX1140                         *CURRENT SURVEY CONTROL
 AX1140  ___________________________________________________________________
 AX1140* NAD 83(1986)-  29 48 03.     (N)    096 47 49.     (W)     SCALED    
 AX1140* NAVD 88     -       102.36   (+/-2cm)     335.8    (feet)  VERTCON   
 AX1140  ___________________________________________________________________
 AX1140  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX1140
 AX1140  VERT ORDER  -  THIRD (See Below)
 AX1140
 AX1140.The horizontal coordinates were scaled from a topographic map and have
 AX1140.an estimated accuracy of +/- 6 seconds.
 AX1140
 AX1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1140.The vertical order pertains to the NGVD 29 superseded value.
 AX1140
 AX1140.The geoid height was determined by GEOID03.
 AX1140
 AX1140;                    North         East    Units  Estimated Accuracy
 AX1140;SPC TXSC     - 4,220,060.      812,950.      MT  (+/- 180 meters Scaled)
 AX1140
 AX1140                          SUPERSEDED SURVEY CONTROL
 AX1140
 AX1140  NGVD 29 (??/??/??)  102.32   (m)          335.7    (f) RESET       3  
 AX1140
 AX1140.Superseded values are not recommended for survey control.
 AX1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1140.See file dsdata.txt to determine how the superseded data were derived.
 AX1140
 AX1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT129987(NAD 83)
 AX1140_MARKER: DB = BENCH MARK DISK
 AX1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1140_STAMPING: G 841 RESET 1957
 AX1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1140+STABILITY: SURFACE MOTION
 AX1140
 AX1140  HISTORY     - Date     Condition        Report By
 AX1140  HISTORY     - 1957     MONUMENTED       CGS
 AX1140  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1140  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AX1140
 AX1140                          STATION DESCRIPTION
 AX1140
 AX1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AX1140'IN HOLMAN.
 AX1140'AT HOLMAN, FAYETTE COUNTY, IN THE SOUTH SIDE OF THE CATHOLIC CHURCH
 AX1140'YARD, WHICH IS ABOUT 0.2 MILE NORTH OF THE STORE AND CROSS ROADS, 1
 AX1140'FOOT NORTH OF THE SOUTH CHURCH YARD FENCE, ABOUT 25 YARDS EAST OF THE
 AX1140'IRON FENCE AND A TURNSTILE ENTERING THE CEMETERY, 25 YARDS WEST OF THE
 AX1140'WEST RIGHT-OF-WAY LINE OF HIGHWAY NO.155 AND ABOUT 80 YARDS SOUTHEAST
 AX1140'OF THE CHURCH.  A STANDARD DISK STAMPED G 841 RESET 1957 IN A CONCRETE
 AX1140'POST WHICH PROJECTS ABOUT 4 INCHES.
 AX1140
 AX1140                          STATION RECOVERY (1997)
 AX1140
 AX1140'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1140'MARK NOT FOUND.
 AX1140
 AX1140                          STATION RECOVERY (2004)
 AX1140
 AX1140'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1208 ***********************************************************************
 AX1208  DESIGNATION -  G 842
 AX1208  PID         -  AX1208
 AX1208  STATE/COUNTY-  TX/FAYETTE
 AX1208  USGS QUAD   -  MULDOON (1981)
 AX1208
 AX1208                         *CURRENT SURVEY CONTROL
 AX1208  ___________________________________________________________________
 AX1208* NAD 83(1986)-  29 46 33.     (N)    097 00 02.     (W)     SCALED    
 AX1208* NAVD 88     -       121.59   (+/-2cm)     398.9    (feet)  VERTCON   
 AX1208  ___________________________________________________________________
 AX1208  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AX1208
 AX1208  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1208
 AX1208.The horizontal coordinates were scaled from a topographic map and have
 AX1208.an estimated accuracy of +/- 6 seconds.
 AX1208
 AX1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1208.The vertical order pertains to the NGVD 29 superseded value.
 AX1208
 AX1208.The geoid height was determined by GEOID03.
 AX1208
 AX1208;                    North         East    Units  Estimated Accuracy
 AX1208;SPC TXSC     - 4,216,940.      793,320.      MT  (+/- 180 meters Scaled)
 AX1208
 AX1208                          SUPERSEDED SURVEY CONTROL
 AX1208
 AX1208  NGVD 29 (??/??/92)  121.548  (m)          398.78   (f) ADJ UNCH    2 0
 AX1208
 AX1208.Superseded values are not recommended for survey control.
 AX1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1208.See file dsdata.txt to determine how the superseded data were derived.
 AX1208
 AX1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT932956(NAD 83)
 AX1208_MARKER: DB = BENCH MARK DISK
 AX1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1208_STAMPING: G 842 1943
 AX1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1208+STABILITY: SURFACE MOTION
 AX1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1208+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AX1208
 AX1208  HISTORY     - Date     Condition        Report By
 AX1208  HISTORY     - 1943     MONUMENTED       CGS
 AX1208  HISTORY     - 20041207 GOOD             USPSQD
 AX1208
 AX1208                          STATION DESCRIPTION
 AX1208
 AX1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1208'7.0 MI SE FROM MULDOON.
 AX1208'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1208'STATION AT MULDOON, PROCEED 4.85 MILES SOUTHEASTERLY ALONG A SAND
 AX1208'STONE ROAD TO THE INTERSECTION OF A SAND STONE ROAD LEADING SOUTH,
 AX1208'THENCE 1.05 MILE SOUTHERLY ALONG A SAND STONE ROAD TO THE INTERSECTION
 AX1208'OF A DIRT ROAD LEADING EAST TO FREYBURG, THENCE 1.1 MILE EASTERLY
 AX1208'ALONG A DIRT ROAD TO THE SOUTH SLOPE OF A HILL AND SITE OF BENCH MARK.
 AX1208'BENCH MARK IS 103.0 YARDS NORTH OF A 16.0 FOOT WOODEN BRIDGE IN THE
 AX1208'ROAD.  IT IS 23.7 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1208'CENTERLINE OF THE ROAD, 3.2 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE
 AX1208'AND 2.8 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AX1208'PROJECTS 0.1 FOOT.
 AX1208
 AX1208                          STATION RECOVERY (2004)
 AX1208
 AX1208'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0914 ***********************************************************************
 AX0914  DESIGNATION -  G 843
 AX0914  PID         -  AX0914
 AX0914  STATE/COUNTY-  TX/FAYETTE
 AX0914  USGS QUAD   -  LA GRANGE EAST (1981)
 AX0914
 AX0914                         *CURRENT SURVEY CONTROL
 AX0914  ___________________________________________________________________
 AX0914* NAD 83(1986)-  29 53 39.     (N)    096 52 08.     (W)     SCALED    
 AX0914* NAVD 88     -        83.822  (meters)     275.01   (feet)  ADJUSTED  
 AX0914  ___________________________________________________________________
 AX0914  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AX0914  DYNAMIC HT  -          83.706 (meters)     274.63  (feet)  COMP
 AX0914  MODELED GRAV-     979,262.4   (mgal)                       NAVD 88
 AX0914
 AX0914  VERT ORDER  -  FIRST     CLASS I
 AX0914
 AX0914.The horizontal coordinates were scaled from a topographic map and have
 AX0914.an estimated accuracy of +/- 6 seconds.
 AX0914
 AX0914.The orthometric height was determined by differential leveling
 AX0914.and adjusted by the National Geodetic Survey in June 1991..
 AX0914.WARNING-Repeat measurements at this control monument indicate possible
 AX0914.vertical movement.
 AX0914
 AX0914.The geoid height was determined by GEOID03.
 AX0914
 AX0914.The dynamic height is computed by dividing the NAVD 88
 AX0914.geopotential number by the normal gravity value computed on the
 AX0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0914.degrees latitude (g = 980.6199 gals.).
 AX0914
 AX0914.The modeled gravity was interpolated from observed gravity values.
 AX0914
 AX0914;                    North         East    Units  Estimated Accuracy
 AX0914;SPC TXSC     - 4,230,270.      805,810.      MT  (+/- 180 meters Scaled)
 AX0914
 AX0914                          SUPERSEDED SURVEY CONTROL
 AX0914
 AX0914  NGVD 29 (??/??/92)   83.779  (m)          274.86   (f) ADJ UNCH    1 1
 AX0914
 AX0914.Superseded values are not recommended for survey control.
 AX0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0914.See file dsdata.txt to determine how the superseded data were derived.
 AX0914
 AX0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU057089(NAD 83)
 AX0914_MARKER: DB = BENCH MARK DISK
 AX0914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0914_SP_SET: ABUTMENT
 AX0914_STAMPING: G 843 1943
 AX0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0914+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX0914
 AX0914  HISTORY     - Date     Condition        Report By
 AX0914  HISTORY     - 1943     MONUMENTED       CGS
 AX0914  HISTORY     - 1972     GOOD             NGS
 AX0914  HISTORY     - 1978     GOOD             NGS
 AX0914  HISTORY     - 1987     GOOD             USPSQD
 AX0914  HISTORY     - 1990     GOOD             USPSQD
 AX0914  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0914  HISTORY     - 20041027 GOOD             USPSQD
 AX0914
 AX0914                          STATION DESCRIPTION
 AX0914
 AX0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0914'1.0 MI S FROM LA GRANGE.
 AX0914'ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT LA
 AX0914'GRANGE, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 AX0914'ABUTMENT OF A 4-SPAN METAL AND CONCRETE BRIDGE OVER THE COLORADO
 AX0914'RIVER, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 AX0914'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AX0914
 AX0914                          STATION RECOVERY (1978)
 AX0914
 AX0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0914'RECOVERED IN GOOD CONDITION.
 AX0914
 AX0914                          STATION RECOVERY (1987)
 AX0914
 AX0914'RECOVERY NOTE BY US POWER SQUADRON 1987 (TNC)
 AX0914'RECOVERED IN GOOD CONDITION.
 AX0914
 AX0914                          STATION RECOVERY (1990)
 AX0914
 AX0914'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX0914'RECOVERED IN GOOD CONDITION.
 AX0914
 AX0914                          STATION RECOVERY (1997)
 AX0914
 AX0914'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0914'MARK NOT FOUND.
 AX0914
 AX0914                          STATION RECOVERY (2004)
 AX0914
 AX0914'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1161 ***********************************************************************
 AX1161  DESIGNATION -  G 844
 AX1161  PID         -  AX1161
 AX1161  STATE/COUNTY-  TX/COLORADO
 AX1161  USGS QUAD   -  OAKLAND (1981)
 AX1161
 AX1161                         *CURRENT SURVEY CONTROL
 AX1161  ___________________________________________________________________
 AX1161* NAD 83(1986)-  29 35 03.     (N)    096 46 11.     (W)     SCALED    
 AX1161* NAVD 88     -       101.82   (+/-2cm)     334.1    (feet)  VERTCON   
 AX1161  ___________________________________________________________________
 AX1161  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1161
 AX1161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1161
 AX1161.The horizontal coordinates were scaled from a topographic map and have
 AX1161.an estimated accuracy of +/- 6 seconds.
 AX1161
 AX1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1161.The vertical order pertains to the NGVD 29 superseded value.
 AX1161
 AX1161.The geoid height was determined by GEOID03.
 AX1161
 AX1161;                    North         East    Units  Estimated Accuracy
 AX1161;SPC TXSC     - 4,196,100.      816,040.      MT  (+/- 180 meters Scaled)
 AX1161
 AX1161                          SUPERSEDED SURVEY CONTROL
 AX1161
 AX1161  NGVD 29 (??/??/92)  101.796  (m)          333.98   (f) ADJ UNCH    2 0
 AX1161
 AX1161.Superseded values are not recommended for survey control.
 AX1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1161.See file dsdata.txt to determine how the superseded data were derived.
 AX1161
 AX1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT160747(NAD 83)
 AX1161_MARKER: DB = BENCH MARK DISK
 AX1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1161_STAMPING: G 844 1943
 AX1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1161+STABILITY: SURFACE MOTION
 AX1161
 AX1161  HISTORY     - Date     Condition        Report By
 AX1161  HISTORY     - 1943     MONUMENTED       CGS
 AX1161  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1161  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AX1161  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1161
 AX1161                          STATION DESCRIPTION
 AX1161
 AX1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1161'9.75 MI S FROM WEIMAR.
 AX1161'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILES EASTERLY
 AX1161'ALONG U.S. HIGHWAY NO.90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1161'THENCE 9.5 MILES SOUTHERLY ALONG THE SUBLIME ROAD TO SITE OF BENCH
 AX1161'MARK.  BENCH MARK IS 0.1 MILE SOUTH OF THE INTERSECTION OF A DIRT ROAD
 AX1161'LEADING WEST.  IT IS 21.2 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AX1161'CENTERLINE OF THE ROAD, 5.8 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE
 AX1161'AND 2.9 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AX1161'PROJECTS 0.3 FOOT.
 AX1161
 AX1161                          STATION RECOVERY (1965)
 AX1161
 AX1161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1161'MARK NOT FOUND.
 AX1161
 AX1161                          STATION RECOVERY (2002)
 AX1161
 AX1161'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1161'MARK NOT FOUND.
 AX1161
 AX1161                          STATION RECOVERY (2004)
 AX1161
 AX1161'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0966 ***********************************************************************
 AX0966  DESIGNATION -  G 845
 AX0966  PID         -  AX0966
 AX0966  STATE/COUNTY-  TX/LAVACA
 AX0966  USGS QUAD   -  MORAVIA (1981)
 AX0966
 AX0966                         *CURRENT SURVEY CONTROL
 AX0966  ___________________________________________________________________
 AX0966* NAD 83(1986)-  29 30 43.     (N)    096 55 28.     (W)     SCALED    
 AX0966* NAVD 88     -        97.97   (+/-2cm)     321.4    (feet)  VERTCON   
 AX0966  ___________________________________________________________________
 AX0966  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0966
 AX0966  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0966
 AX0966.The horizontal coordinates were scaled from a topographic map and have
 AX0966.an estimated accuracy of +/- 6 seconds.
 AX0966
 AX0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0966.The vertical order pertains to the NGVD 29 superseded value.
 AX0966
 AX0966.The geoid height was determined by GEOID03.
 AX0966
 AX0966;                    North         East    Units  Estimated Accuracy
 AX0966;SPC TXSC     - 4,187,820.      801,200.      MT  (+/- 180 meters Scaled)
 AX0966
 AX0966                          SUPERSEDED SURVEY CONTROL
 AX0966
 AX0966  NGVD 29 (??/??/92)   97.95   (m)          321.4    (f) COMPUTED    2 0
 AX0966
 AX0966.Superseded values are not recommended for survey control.
 AX0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0966.See file dsdata.txt to determine how the superseded data were derived.
 AX0966
 AX0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT011665(NAD 83)
 AX0966_MARKER: DB = BENCH MARK DISK
 AX0966_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0966_SP_SET: BRIDGE
 AX0966_STAMPING: G 845 1943
 AX0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0966
 AX0966  HISTORY     - Date     Condition        Report By
 AX0966  HISTORY     - 1943     MONUMENTED       CGS
 AX0966  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0966
 AX0966                          STATION DESCRIPTION
 AX0966
 AX0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0966'12.65 MI S FROM SCHULENBURG.
 AX0966'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY
 AX0966'NO.77 AT SCHULENBURG, PROCEED 12.65 MILES SOUTHERLY ALONG U.S. HIGHWAY
 AX0966'NO.77 TO A CONCRETE BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX0966'HORIZONTALLY IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL
 AX0966'OF A 32.0 FOOT CONCRETE BRIDGE OVER A CREEK.  IT IS 12.3 FEET
 AX0966'NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX0966
 AX0966                          STATION RECOVERY (1997)
 AX0966
 AX0966'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0967 ***********************************************************************
 AX0967  DESIGNATION -  G 845 RESET 1957
 AX0967  PID         -  AX0967
 AX0967  STATE/COUNTY-  TX/LAVACA
 AX0967  USGS QUAD   -  MORAVIA (1981)
 AX0967
 AX0967                         *CURRENT SURVEY CONTROL
 AX0967  ___________________________________________________________________
 AX0967* NAD 83(1986)-  29 30 43.     (N)    096 55 28.     (W)     SCALED    
 AX0967* NAVD 88     -        97.907  (meters)     321.22   (feet)  ADJUSTED  
 AX0967  ___________________________________________________________________
 AX0967  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0967  DYNAMIC HT  -          97.769 (meters)     320.76  (feet)  COMP
 AX0967  MODELED GRAV-     979,237.3   (mgal)                       NAVD 88
 AX0967
 AX0967  VERT ORDER  -  FIRST     CLASS I
 AX0967
 AX0967.The horizontal coordinates were scaled from a topographic map and have
 AX0967.an estimated accuracy of +/- 6 seconds.
 AX0967
 AX0967.The orthometric height was determined by differential leveling
 AX0967.and adjusted by the National Geodetic Survey in June 1991..
 AX0967
 AX0967.The geoid height was determined by GEOID03.
 AX0967
 AX0967.The dynamic height is computed by dividing the NAVD 88
 AX0967.geopotential number by the normal gravity value computed on the
 AX0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0967.degrees latitude (g = 980.6199 gals.).
 AX0967
 AX0967.The modeled gravity was interpolated from observed gravity values.
 AX0967
 AX0967;                    North         East    Units  Estimated Accuracy
 AX0967;SPC TXSC     - 4,187,820.      801,200.      MT  (+/- 180 meters Scaled)
 AX0967
 AX0967                          SUPERSEDED SURVEY CONTROL
 AX0967
 AX0967  NGVD 29 (??/??/92)   97.891  (m)          321.16   (f) ADJ UNCH    1 1
 AX0967
 AX0967.Superseded values are not recommended for survey control.
 AX0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0967.See file dsdata.txt to determine how the superseded data were derived.
 AX0967
 AX0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT011665(NAD 83)
 AX0967_MARKER: DB = BENCH MARK DISK
 AX0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0967_SP_SET: CULVERT
 AX0967_STAMPING: G 845 RESET 1957
 AX0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0967
 AX0967  HISTORY     - Date     Condition        Report By
 AX0967  HISTORY     - 1957     MONUMENTED       CGS
 AX0967  HISTORY     - 1972     GOOD             NGS
 AX0967  HISTORY     - 1990     GOOD             USPSQD
 AX0967  HISTORY     - 19970607 GOOD             USPSQD
 AX0967
 AX0967                          STATION DESCRIPTION
 AX0967
 AX0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0967'4.95 MI N FROM HALLETTSVILLE.
 AX0967'ABOUT 4.95 MILES NORTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF U.
 AX0967'S. HIGHWAY 90A AT HALLETTSVILLE, 132 FEET SOUTH OF THE CENTER LINE OF
 AX0967'AN ASPHALT ROAD LEADING NORTHWEST, 29 1/2 FEET WEST OF THE CENTER LINE
 AX0967'OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE WEST CONCRETE
 AX0967'HEADWALL FOR A 5-BY-28 FOOT TRIPLE CHANNEL BOX CULVERT UNDER THE
 AX0967'HIGHWAY AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AX0967
 AX0967                          STATION RECOVERY (1990)
 AX0967
 AX0967'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0967'RECOVERED IN GOOD CONDITION.
 AX0967
 AX0967                          STATION RECOVERY (1997)
 AX0967
 AX0967'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1220 ***********************************************************************
 AX1220  DESIGNATION -  G 846
 AX1220  PID         -  AX1220
 AX1220  STATE/COUNTY-  TX/LAVACA
 AX1220  USGS QUAD   -  MORAVIA (1981)
 AX1220
 AX1220                         *CURRENT SURVEY CONTROL
 AX1220  ___________________________________________________________________
 AX1220* NAD 83(1986)-  29 34 38.     (N)    096 58 33.     (W)     SCALED    
 AX1220* NAVD 88     -       125.59   (+/-2cm)     412.0    (feet)  VERTCON   
 AX1220  ___________________________________________________________________
 AX1220  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX1220
 AX1220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1220
 AX1220.The horizontal coordinates were scaled from a topographic map and have
 AX1220.an estimated accuracy of +/- 6 seconds.
 AX1220
 AX1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1220.The vertical order pertains to the NGVD 29 superseded value.
 AX1220
 AX1220.The geoid height was determined by GEOID03.
 AX1220
 AX1220;                    North         East    Units  Estimated Accuracy
 AX1220;SPC TXSC     - 4,194,970.      796,090.      MT  (+/- 180 meters Scaled)
 AX1220
 AX1220                          SUPERSEDED SURVEY CONTROL
 AX1220
 AX1220  NGVD 29 (??/??/92)  125.570  (m)          411.97   (f) ADJ UNCH    2 0
 AX1220
 AX1220.Superseded values are not recommended for survey control.
 AX1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1220.See file dsdata.txt to determine how the superseded data were derived.
 AX1220
 AX1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT960736(NAD 83)
 AX1220_MARKER: DB = BENCH MARK DISK
 AX1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1220_STAMPING: G 846 1943
 AX1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1220+STABILITY: SURFACE MOTION
 AX1220
 AX1220  HISTORY     - Date     Condition        Report By
 AX1220  HISTORY     - 1943     MONUMENTED       CGS
 AX1220  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1220
 AX1220                          STATION DESCRIPTION
 AX1220
 AX1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1220'13.6 MI NW FROM HELLETTSVILLE.
 AX1220'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 77 AND A DIRT ROAD
 AX1220'LEADING WEST TO MORAVIA (9.3 MILES NORTH OF THE CITY HALL AT
 AX1220'HALLETTSVILLE), PROCEED 4.3 MILES WESTERLY ALONG A DIRT ROAD TO A T
 AX1220'FENCE CORNER ON THE SOUTH SIDE OF THE ROAD AND SITE OF BENCH MARK.
 AX1220'BENCH MARK IS 34.0 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE
 AX1220'CENTERLINE OF THE ROAD.  IT IS 2.2 FEET SOUTHWEST OF A T FENCE CORNER
 AX1220'POST AND 2.8 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1220'MONUMENT PROJECT 0.1 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 11.95 MILES
 AX1220'EAST OF THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD STATION
 AX1220'AT MOULTON.
 AX1220
 AX1220                          STATION RECOVERY (1997)
 AX1220
 AX1220'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1739 ***********************************************************************
 AX1739  DESIGNATION -  G 847
 AX1739  PID         -  AX1739
 AX1739  STATE/COUNTY-  TX/LAVACA
 AX1739  USGS QUAD   -  WIED (1987)
 AX1739
 AX1739                         *CURRENT SURVEY CONTROL
 AX1739  ___________________________________________________________________
 AX1739* NAD 83(1986)-  29 28 37.     (N)    097 01 55.     (W)     SCALED    
 AX1739* NAVD 88     -       108.90   (+/-2cm)     357.3    (feet)  VERTCON   
 AX1739  ___________________________________________________________________
 AX1739  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX1739
 AX1739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1739
 AX1739.The horizontal coordinates were scaled from a topographic map and have
 AX1739.an estimated accuracy of +/- 6 seconds.
 AX1739
 AX1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1739.The vertical order pertains to the NGVD 29 superseded value.
 AX1739
 AX1739.The geoid height was determined by GEOID03.
 AX1739
 AX1739;                    North         East    Units  Estimated Accuracy
 AX1739;SPC TXSC     - 4,183,760.      790,840.      MT  (+/- 180 meters Scaled)
 AX1739
 AX1739                          SUPERSEDED SURVEY CONTROL
 AX1739
 AX1739  NGVD 29 (??/??/92)  108.881  (m)          357.22   (f) ADJ UNCH    2 0
 AX1739
 AX1739.Superseded values are not recommended for survey control.
 AX1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1739.See file dsdata.txt to determine how the superseded data were derived.
 AX1739
 AX1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT908624(NAD 83)
 AX1739_MARKER: DB = BENCH MARK DISK
 AX1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1739_STAMPING: G 847 1943
 AX1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1739+STABILITY: SURFACE MOTION
 AX1739
 AX1739  HISTORY     - Date     Condition        Report By
 AX1739  HISTORY     - 1943     MONUMENTED       CGS
 AX1739
 AX1739                          STATION DESCRIPTION
 AX1739
 AX1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1739'12.75 MI NE FROM SHINER.
 AX1739'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1739'STATION ST SHINER, PROCEED 4.05 MILES NORTHERLY ALONG THE TRACK TO A
 AX1739'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 8.7 MILES EASTERLY ALONG
 AX1739'A DIRT ROAD TO THE SOUTH END OF A DOUBLE TURN IN THE ROAD AND SITE OF
 AX1739'BENCH MARK.  BENCH MARK IS 47.0 YARDS NORTH OF THE CENTERLINE OF THE
 AX1739'SOUTH END OF A DOUBLE TURN IN THE ROAD.  IT IS 26.0 FEET EAST OF AND
 AX1739'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 6.2 FEET EAST
 AX1739'OF THE EAST RIGHT-OF-WAY FENCE AND 2.5 FEET SOUTH OF A 4X4 INCH WHITE
 AX1739'WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.  NOTE-- THIS BENCH
 AX1739'MARK IS ALSO 8.5 MILES NORTHWEST OF THE CITY HALL AT HALLETTSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2104 ***********************************************************************
 AX2104  DESIGNATION -  G 849
 AX2104  PID         -  AX2104
 AX2104  STATE/COUNTY-  TX/GONZALES
 AX2104  USGS QUAD   -  PILGRIM (1987)
 AX2104
 AX2104                         *CURRENT SURVEY CONTROL
 AX2104  ___________________________________________________________________
 AX2104* NAD 83(1986)-  29 21 09.     (N)    097 34 59.     (W)     SCALED    
 AX2104* NAVD 88     -        85.58   (+/-2cm)     280.8    (feet)  VERTCON   
 AX2104  ___________________________________________________________________
 AX2104  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AX2104
 AX2104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2104
 AX2104.The horizontal coordinates were scaled from a topographic map and have
 AX2104.an estimated accuracy of +/- 6 seconds.
 AX2104
 AX2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2104.The vertical order pertains to the NGVD 29 superseded value.
 AX2104
 AX2104.The geoid height was determined by GEOID03.
 AX2104
 AX2104;                    North         East    Units  Estimated Accuracy
 AX2104;SPC TXSC     - 4,169,200.      737,570.      MT  (+/- 180 meters Scaled)
 AX2104
 AX2104                          SUPERSEDED SURVEY CONTROL
 AX2104
 AX2104  NGVD 29 (??/??/92)   85.556  (m)          280.69   (f) ADJ UNCH    2 0
 AX2104
 AX2104.Superseded values are not recommended for survey control.
 AX2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2104.See file dsdata.txt to determine how the superseded data were derived.
 AX2104
 AX2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT375478(NAD 83)
 AX2104_MARKER: DB = BENCH MARK DISK
 AX2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2104_STAMPING: G 849 1943
 AX2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2104+STABILITY: SURFACE MOTION
 AX2104
 AX2104  HISTORY     - Date     Condition        Report By
 AX2104  HISTORY     - 1943     MONUMENTED       CGS
 AX2104  HISTORY     - 1953     MARK NOT FOUND   LOCENG
 AX2104
 AX2104                          STATION DESCRIPTION
 AX2104
 AX2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2104'2.0 MI SW FROM WRIGHTSBORO.
 AX2104'TO REACH FROM THE POST OFFICE AT WRIGHTSBORO, PROCEED 2.0 MILES
 AX2104'SOUTHWESTERLY ALONG A GRAVEL ROAD TO THE NORTH CORNER OF A FIELD AND
 AX2104'SITE OF BENCH MARK.  BENCH MARK IS 87.6 FEET NORTH OF R.E.A. CO-OP
 AX2104'POLE NO.5/127.  IT IS 40.5 FEET SOUTHEAST OF AND ABOUT 3.0 FEET ABOVE
 AX2104'THE CENTERLINE OF THE ROAD, 10.9 FEET SOUTHEAST OF A 2.0 FOOT MESQUITE
 AX2104'TREE AND 2.9 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX2104'MONUMENT PROJECTS 0.2 FOOT.
 AX2104
 AX2104                          STATION RECOVERY (1953)
 AX2104
 AX2104'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 AX2104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0423 ***********************************************************************
 AX0423  DESIGNATION -  G 850
 AX0423  PID         -  AX0423
 AX0423  STATE/COUNTY-  TX/COLORADO
 AX0423  USGS QUAD   -  GARWOOD (1981)
 AX0423
 AX0423                         *CURRENT SURVEY CONTROL
 AX0423  ___________________________________________________________________
 AX0423* NAD 83(1986)-  29 27 51.     (N)    096 24 28.     (W)     SCALED    
 AX0423* NAVD 88     -        49.66   (+/-2cm)     162.9    (feet)  VERTCON   
 AX0423  ___________________________________________________________________
 AX0423  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0423
 AX0423  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0423
 AX0423.The horizontal coordinates were scaled from a topographic map and have
 AX0423.an estimated accuracy of +/- 6 seconds.
 AX0423
 AX0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0423.The vertical order pertains to the NGVD 29 superseded value.
 AX0423
 AX0423.The geoid height was determined by GEOID03.
 AX0423
 AX0423;                    North         East    Units  Estimated Accuracy
 AX0423;SPC TXSC     - 4,183,530.      851,390.      MT  (+/- 180 meters Scaled)
 AX0423
 AX0423                          SUPERSEDED SURVEY CONTROL
 AX0423
 AX0423  NGVD 29 (??/??/92)   49.651  (m)          162.90   (f) ADJ UNCH    2 0
 AX0423
 AX0423.Superseded values are not recommended for survey control.
 AX0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0423.See file dsdata.txt to determine how the superseded data were derived.
 AX0423
 AX0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT513622(NAD 83)
 AX0423_MARKER: DB = BENCH MARK DISK
 AX0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0423_STAMPING: G-850 1943
 AX0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0423+STABILITY: SURFACE MOTION
 AX0423
 AX0423  HISTORY     - Date     Condition        Report By
 AX0423  HISTORY     - 1943     MONUMENTED       CGS
 AX0423
 AX0423                          STATION DESCRIPTION
 AX0423
 AX0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0423'1.3 MI NW FROM GARWOOD.
 AX0423'1.3 MILES NORTHWEST ALONG STATE HIGHWAY NO. 71 FROM THE SCHOOL AT
 AX0423'GARWOOD, SET AT A T ROAD, 58.3 FEET SOUTHWEST OF THE CENTER-LINE OF
 AX0423'THE HIGHWAY, 17 FEET NORTHWEST OF THE CENTER-LINE OF THE PRIVATE ROAD
 AX0423'LEADING SOUTHWEST TO THE FARM HOUSE, 10.7 FEET NORTHWEST OF THE
 AX0423'NORTHWEST GATE POST, 1.9 FEET NORTHEAST OF THE FENCE, 1.5 FEET
 AX0423'SOUTHEAST OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE
 AX0423'POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0473 ***********************************************************************
 AX0473  DESIGNATION -  G 851 RESET 1956
 AX0473  PID         -  AX0473
 AX0473  STATE/COUNTY-  TX/WHARTON
 AX0473  USGS QUAD   -  GLEN FLORA (1980)
 AX0473
 AX0473                         *CURRENT SURVEY CONTROL
 AX0473  ___________________________________________________________________
 AX0473* NAD 83(1986)-  29 19 03.     (N)    096 14 25.     (W)     SCALED    
 AX0473* NAVD 88     -        37.27   (+/-2cm)     122.3    (feet)  VERTCON   
 AX0473  ___________________________________________________________________
 AX0473  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0473
 AX0473  VERT ORDER  -  THIRD (See Below)
 AX0473
 AX0473.The horizontal coordinates were scaled from a topographic map and have
 AX0473.an estimated accuracy of +/- 6 seconds.
 AX0473
 AX0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0473.The vertical order pertains to the NGVD 29 superseded value.
 AX0473
 AX0473.The geoid height was determined by GEOID03.
 AX0473
 AX0473;                    North         East    Units  Estimated Accuracy
 AX0473;SPC TXSC     - 4,167,650.      868,020.      MT  (+/- 180 meters Scaled)
 AX0473
 AX0473                          SUPERSEDED SURVEY CONTROL
 AX0473
 AX0473  NGVD 29 (??/??/??)   37.27   (m)          122.3    (f) RESET       3  
 AX0473
 AX0473.Superseded values are not recommended for survey control.
 AX0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0473.See file dsdata.txt to determine how the superseded data were derived.
 AX0473
 AX0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT680463(NAD 83)
 AX0473_MARKER: DB = BENCH MARK DISK
 AX0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0473_STAMPING: G 851 RESET 1956
 AX0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0473+STABILITY: SURFACE MOTION
 AX0473
 AX0473  HISTORY     - Date     Condition        Report By
 AX0473  HISTORY     - 1956     MONUMENTED       CGS
 AX0473
 AX0473                          STATION DESCRIPTION
 AX0473
 AX0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AX0473'4.4 MI SW FROM GLENFLORA.
 AX0473'4.4 MILES SOUTHWESTERLY ALONG HIGHWAYS NOS. 960 AND 961, 1 MILE WEST
 AX0473'OF CRESCENT SCHOOL, IN THE SOUTH POINT OF THE ROAD AND HIGHWAY
 AX0473'INTERSECTION ABOUT 50 FEET EAST OF THE GRADED ROAD SOUTH AND IN THE
 AX0473'SOUTH RIGHT-OF-WAY FENCE LINE OF THE EAST END OF A LONG CURVE.   A
 AX0473'STANDARD DISK STAMPED G 851 RESET 1956 IN A CONCRETE MONUMENT
 AX0473'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0491 ***********************************************************************
 AX0491  DESIGNATION -  G 852
 AX0491  PID         -  AX0491
 AX0491  STATE/COUNTY-  TX/WHARTON
 AX0491  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0491
 AX0491                         *CURRENT SURVEY CONTROL
 AX0491  ___________________________________________________________________
 AX0491* NAD 83(1986)-  29 08 04.     (N)    096 23 50.     (W)     SCALED    
 AX0491* NAVD 88     -        27.93   (+/-2cm)      91.6    (feet)  VERTCON   
 AX0491  ___________________________________________________________________
 AX0491  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0491
 AX0491  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0491
 AX0491.The horizontal coordinates were scaled from a topographic map and have
 AX0491.an estimated accuracy of +/- 6 seconds.
 AX0491
 AX0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0491.The vertical order pertains to the NGVD 29 superseded value.
 AX0491
 AX0491.The geoid height was determined by GEOID03.
 AX0491
 AX0491;                    North         East    Units  Estimated Accuracy
 AX0491;SPC TXSC     - 4,147,020.      853,230.      MT  (+/- 180 meters Scaled)
 AX0491
 AX0491                          SUPERSEDED SURVEY CONTROL
 AX0491
 AX0491  NGVD 29 (??/??/92)   27.932  (m)           91.64   (f) ADJ UNCH    2 0
 AX0491
 AX0491.Superseded values are not recommended for survey control.
 AX0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0491.See file dsdata.txt to determine how the superseded data were derived.
 AX0491
 AX0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT532256(NAD 83)
 AX0491_MARKER: DB = BENCH MARK DISK
 AX0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0491_SP_SET: CULVERT
 AX0491_STAMPING: G-852 1943
 AX0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0491
 AX0491  HISTORY     - Date     Condition        Report By
 AX0491  HISTORY     - 1943     MONUMENTED       CGS
 AX0491  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0491
 AX0491                          STATION DESCRIPTION
 AX0491
 AX0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0491'2.3 MI N FROM LOUISE.
 AX0491'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE STATION AT
 AX0491'LOUISE, THENCE 1.8 MILES NORTH ALONG THE COUNTY ROAD, SET IN THE
 AX0491'SOUTHWEST CORNER OF THE SOUTHEAST HEADWALL OF THE LARGE CONCRETE
 AX0491'CULVERT, ON THE OUT-SIDE OF A CURVE FROM THE NORTH TO THE WEST, 52
 AX0491'FEET NORTH OF THE CENTER-LINE OF THE SIDE ROAD LEADING EST, 20 FEET
 AX0491'SOUTHEAST OF THE CENTER-LINE OF THE MAIN ROAD, 1.5 FEET ABOVE THE
 AX0491'ROAD.   BENCH MARK DISK.  NOTE-- A NEW BRIDGE HAS BEEN CONSTRUCTED ON
 AX0491'THE SITE.
 AX0491
 AX0491                          STATION RECOVERY (1965)
 AX0491
 AX0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0726 ***********************************************************************
 AX0726  DESIGNATION -  G 853
 AX0726  PID         -  AX0726
 AX0726  STATE/COUNTY-  TX/WHARTON
 AX0726  USGS QUAD   -  GANADO NE (1981)
 AX0726
 AX0726                         *CURRENT SURVEY CONTROL
 AX0726  ___________________________________________________________________
 AX0726* NAD 83(1986)-  29 14 58.     (N)    096 33 23.     (W)     SCALED    
 AX0726* NAVD 88     -        37.81   (+/-2cm)     124.0    (feet)  VERTCON   
 AX0726  ___________________________________________________________________
 AX0726  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0726
 AX0726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0726
 AX0726.The horizontal coordinates were scaled from a topographic map and have
 AX0726.an estimated accuracy of +/- 6 seconds.
 AX0726
 AX0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0726.The vertical order pertains to the NGVD 29 superseded value.
 AX0726
 AX0726.The geoid height was determined by GEOID03.
 AX0726
 AX0726;                    North         East    Units  Estimated Accuracy
 AX0726;SPC TXSC     - 4,159,420.      837,480.      MT  (+/- 180 meters Scaled)
 AX0726
 AX0726                          SUPERSEDED SURVEY CONTROL
 AX0726
 AX0726  NGVD 29 (??/??/92)   37.810  (m)          124.05   (f) ADJ UNCH    2 0
 AX0726
 AX0726.Superseded values are not recommended for survey control.
 AX0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0726.See file dsdata.txt to determine how the superseded data were derived.
 AX0726
 AX0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT374380(NAD 83)
 AX0726_MARKER: DB = BENCH MARK DISK
 AX0726_SETTING: 0 = UNSPECIFIED SETTING
 AX0726_STAMPING: G 853 1943
 AX0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0726
 AX0726  HISTORY     - Date     Condition        Report By
 AX0726  HISTORY     - 1943     MONUMENTED       CGS
 AX0726
 AX0726                          STATION DESCRIPTION
 AX0726
 AX0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0726'6.5 MI SE FROM PROVIDENT CITY.
 AX0726'6.5 MI. S.E. ALONG THE COUNTY ROAD FROM THE P.O. AT PROVIDENT CITY,
 AX0726'SET AT THE S.E. CORNER OF A FIELD, ABOUT 225 FEET N.W. OF A RANCH
 AX0726'HOUSE, 42 FEET W. OF THE CENTERLINE OF THE ROAD, 14 FEET W. OF THE
 AX0726'CORNER FENCE POST, 1.4 FEET S. OF THE FENCE, 1.6 FEET E. OF THE
 AX0726'REFERENCE POST.  PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0884 ***********************************************************************
 AX0884  DESIGNATION -  G 854
 AX0884  PID         -  AX0884
 AX0884  STATE/COUNTY-  TX/JACKSON
 AX0884  USGS QUAD   -  GANADO (1981)
 AX0884
 AX0884                         *CURRENT SURVEY CONTROL
 AX0884  ___________________________________________________________________
 AX0884* NAD 83(1986)-  29 04 44.     (N)    096 34 08.     (W)     SCALED    
 AX0884* NAVD 88     -        17.98   (+/-2cm)      59.0    (feet)  VERTCON   
 AX0884  ___________________________________________________________________
 AX0884  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0884
 AX0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0884
 AX0884.The horizontal coordinates were scaled from a topographic map and have
 AX0884.an estimated accuracy of +/- 6 seconds.
 AX0884
 AX0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0884.The vertical order pertains to the NGVD 29 superseded value.
 AX0884
 AX0884.The geoid height was determined by GEOID03.
 AX0884
 AX0884;                    North         East    Units  Estimated Accuracy
 AX0884;SPC TXSC     - 4,140,500.      836,660.      MT  (+/- 180 meters Scaled)
 AX0884
 AX0884                          SUPERSEDED SURVEY CONTROL
 AX0884
 AX0884  NGVD 29 (??/??/92)   17.986  (m)           59.01   (f) ADJ UNCH    2 0
 AX0884
 AX0884.Superseded values are not recommended for survey control.
 AX0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0884.See file dsdata.txt to determine how the superseded data were derived.
 AX0884
 AX0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT366191(NAD 83)
 AX0884_MARKER: DB = BENCH MARK DISK
 AX0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0884_STAMPING: G 854 1943
 AX0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0884+STABILITY: SURFACE MOTION
 AX0884
 AX0884  HISTORY     - Date     Condition        Report By
 AX0884  HISTORY     - 1943     MONUMENTED       CGS
 AX0884  HISTORY     - 1972     GOOD             NGS
 AX0884
 AX0884                          STATION DESCRIPTION
 AX0884
 AX0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0884'5.35 MI NW FROM GANADO.
 AX0884'ABOUT 1.9 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0884'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, THENCE 1.7 MILES WEST ALONG
 AX0884'MATUS ROAD, THENCE 0.65 MILE NORTH ALONG CORDELE ROAD, THENCE 1.1
 AX0884'MILES WEST ALONG CORDELE ROAD, 264 FEET WEST-SOUTHWEST OF THE CENTER
 AX0884'OF THE WEST END OF THE BRIDGE OVER SANDY CREEK, 41 FEET NORTHWEST OF
 AX0884'THE CENTER LINE OF THE ROAD, 2 FEET NORTHWEST OF A FENCE, 3.3 FEET
 AX0884'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AX0884'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1761 ***********************************************************************
 AX1761  DESIGNATION -  G 855
 AX1761  PID         -  AX1761
 AX1761  STATE/COUNTY-  TX/GONZALES
 AX1761  USGS QUAD   -  CHEAPSIDE (1987)
 AX1761
 AX1761                         *CURRENT SURVEY CONTROL
 AX1761  ___________________________________________________________________
 AX1761* NAD 83(1986)-  29 20 42.     (N)    097 29 13.     (W)     SCALED    
 AX1761* NAVD 88     -        88.50   (+/-2cm)     290.4    (feet)  VERTCON   
 AX1761  ___________________________________________________________________
 AX1761  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AX1761
 AX1761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1761
 AX1761.The horizontal coordinates were scaled from a topographic map and have
 AX1761.an estimated accuracy of +/- 6 seconds.
 AX1761
 AX1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1761.The vertical order pertains to the NGVD 29 superseded value.
 AX1761
 AX1761.The geoid height was determined by GEOID03.
 AX1761
 AX1761;                    North         East    Units  Estimated Accuracy
 AX1761;SPC TXSC     - 4,168,480.      746,910.      MT  (+/- 180 meters Scaled)
 AX1761
 AX1761                          SUPERSEDED SURVEY CONTROL
 AX1761
 AX1761  NGVD 29 (??/??/92)   88.476  (m)          290.27   (f) ADJ UNCH    2 0
 AX1761
 AX1761.Superseded values are not recommended for survey control.
 AX1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1761.See file dsdata.txt to determine how the superseded data were derived.
 AX1761
 AX1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT468471(NAD 83)
 AX1761_MARKER: DB = BENCH MARK DISK
 AX1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1761_STAMPING: G 855 1943
 AX1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1761+STABILITY: SURFACE MOTION
 AX1761
 AX1761  HISTORY     - Date     Condition        Report By
 AX1761  HISTORY     - 1943     MONUMENTED       CGS
 AX1761  HISTORY     - 1960     MARK NOT FOUND   NGS
 AX1761
 AX1761                          STATION DESCRIPTION
 AX1761
 AX1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AX1761'7.35 MI SE FROM WRIGHTSBORO.
 AX1761'NEW ROAD HAS BEEN BUILT OVER OLD DIRT ROAD.  BM NOT FOUND.  TO REACH
 AX1761'FROM THE SCHOOL BUILDING AT WRIGHTSBORO, PROCEED 5.5 MILES S.E. ALONG
 AX1761'A DIRT ROAD TO THE INTERSESCTION OF A DIRT T ROAD, 1.85 MILES NE.E
 AX1761'ALONG A DIRT ROAD TO THE TOP OF A HILL AND SITE OF BENCH MARK.  BENCH
 AX1761'MARK IS 0.3 MILE SOUTH OF THE INTERSECTION OF A DIRT ROAD LEADING E.
 AX1761'TO CHEAPSIDE.  IT IS 25 FEET W. OF AND ABOUT THE SAME ELEVATION AS THE
 AX1761'CENTERLINE OF THE ROAD, 13.2 FEET N. OF A TELEPHONE POLE AND 2.9 FEET
 AX1761'N. OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT PROJECTS 0.2 FOOT.
 AX1761'NOTE-- THIS BENCH MARK IS ALSO 8.95 MI. N.W. OF THE P.O. AT
 AX1761'CHEAPSIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1912 ***********************************************************************
 AX1912  DESIGNATION -  G 856
 AX1912  PID         -  AX1912
 AX1912  STATE/COUNTY-  TX/KARNES
 AX1912  USGS QUAD   -  GILLETT (1987)
 AX1912
 AX1912                         *CURRENT SURVEY CONTROL
 AX1912  ___________________________________________________________________
 AX1912* NAD 83(1986)-  29 08 31.     (N)    097 46 40.     (W)     SCALED    
 AX1912* NAVD 88     -       116.54   (+/-2cm)     382.3    (feet)  VERTCON   
 AX1912  ___________________________________________________________________
 AX1912  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AX1912
 AX1912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1912
 AX1912.The horizontal coordinates were scaled from a topographic map and have
 AX1912.an estimated accuracy of +/- 6 seconds.
 AX1912
 AX1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1912.The vertical order pertains to the NGVD 29 superseded value.
 AX1912
 AX1912.The geoid height was determined by GEOID03.
 AX1912
 AX1912;                    North         East    Units  Estimated Accuracy
 AX1912;SPC TXSC     - 4,145,650.      718,910.      MT  (+/- 180 meters Scaled)
 AX1912
 AX1912                          SUPERSEDED SURVEY CONTROL
 AX1912
 AX1912  NGVD 29 (??/??/92)  116.500  (m)          382.22   (f) ADJ UNCH    2 0
 AX1912
 AX1912.Superseded values are not recommended for survey control.
 AX1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1912.See file dsdata.txt to determine how the superseded data were derived.
 AX1912
 AX1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT188243(NAD 83)
 AX1912_MARKER: DB = BENCH MARK DISK
 AX1912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1912_SP_SET: CULVERT
 AX1912_STAMPING: G 856 1943
 AX1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1912
 AX1912  HISTORY     - Date     Condition        Report By
 AX1912  HISTORY     - 1943     MONUMENTED       CGS
 AX1912
 AX1912                          STATION DESCRIPTION
 AX1912
 AX1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1912'1.05 MI N FROM GILLETT.
 AX1912'TO REACH FROM THE FOUR CORNERS AT GILLETT, PROCEED 1.05 MILE NORTHERLY
 AX1912'ALONG STATE HIGHWAY NO.80 TO A SMALL DIRT CROSS ROAD AND SITE OF BENCH
 AX1912'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH END OF
 AX1912'THE EAST HEADWALL OF A 2X3 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1912'HIGHWAY.  IT IS 47.0 FEET SOUTH OF THE CENTERLINE OF A SMALL DIRT
 AX1912'CROSS ROAD, 14.2 FEET EAST OF AND ABOUT 1.5 FOOT BELOW THE CENTERLINE
 AX1912'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1913 ***********************************************************************
 AX1913  DESIGNATION -  G 856 RESET 1971
 AX1913  PID         -  AX1913
 AX1913  STATE/COUNTY-  TX/KARNES
 AX1913  USGS QUAD   -  GILLETT (1987)
 AX1913
 AX1913                         *CURRENT SURVEY CONTROL
 AX1913  ___________________________________________________________________
 AX1913* NAD 83(1986)-  29 08 31.     (N)    097 46 40.     (W)     SCALED    
 AX1913* NAVD 88     -       116.58   (+/-2cm)     382.5    (feet)  VERTCON   
 AX1913  ___________________________________________________________________
 AX1913  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AX1913
 AX1913  VERT ORDER  -  THIRD (See Below)
 AX1913
 AX1913.The horizontal coordinates were scaled from a topographic map and have
 AX1913.an estimated accuracy of +/- 6 seconds.
 AX1913
 AX1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1913.The vertical order pertains to the NGVD 29 superseded value.
 AX1913
 AX1913.The geoid height was determined by GEOID03.
 AX1913
 AX1913;                    North         East    Units  Estimated Accuracy
 AX1913;SPC TXSC     - 4,145,650.      718,910.      MT  (+/- 180 meters Scaled)
 AX1913
 AX1913                          SUPERSEDED SURVEY CONTROL
 AX1913
 AX1913  NGVD 29 (01/29/03)  116.54   (m)          382.3    (f) RESET       3  
 AX1913
 AX1913.Superseded values are not recommended for survey control.
 AX1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1913.See file dsdata.txt to determine how the superseded data were derived.
 AX1913
 AX1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT188243(NAD 83)
 AX1913_MARKER: DB = BENCH MARK DISK
 AX1913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1913_SP_SET: CULVERT
 AX1913_STAMPING: G 856 RESET 1971
 AX1913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1913+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AX1913
 AX1913  HISTORY     - Date     Condition        Report By
 AX1913  HISTORY     - 1971     MONUMENTED       TXHD
 AX1913  HISTORY     - 1972     GOOD             TXHD
 AX1913  HISTORY     - 20040815 GOOD             USPSQD
 AX1913  HISTORY     - 20040917 GOOD             USPSQD
 AX1913
 AX1913                          STATION DESCRIPTION
 AX1913
 AX1913'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1913'0.8 MI N FROM GILLETT.
 AX1913'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 80 FROM INTERSECTION OF STATE
 AX1913'HIGHWAY 119 IN GILLETT, KARNES COUNTY, IN THE TOP OF THE NORTH END OF
 AX1913'THE EAST HEADWALL OF A 3- BY 2- FOOT CONCRETE BOX CULVERT UNDER THE
 AX1913'HIGHWAY, 42.0 FEET EAST FROM THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 AX1913'TWO FEET BELOW THE HIGHWAY.
 AX1913
 AX1913                          STATION RECOVERY (2004)
 AX1913
 AX1913'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX1913'RECOVERED IN GOOD CONDITION.
 AX1913
 AX1913                          STATION RECOVERY (2004)
 AX1913
 AX1913'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AX1913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1627 ***********************************************************************
 AN1627  DESIGNATION -  G 858
 AN1627  PID         -  AN1627
 AN1627  STATE/COUNTY-  TX/DE WITT
 AN1627  USGS QUAD   -  YORKTOWN WEST (1987)
 AN1627
 AN1627                         *CURRENT SURVEY CONTROL
 AN1627  ___________________________________________________________________
 AN1627* NAD 83(1986)-  28 55 09.     (N)    097 37 16.     (W)     SCALED    
 AN1627* NAVD 88     -       114.10   (+/-2cm)     374.3    (feet)  VERTCON   
 AN1627  ___________________________________________________________________
 AN1627  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN1627
 AN1627  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1627
 AN1627.The horizontal coordinates were scaled from a topographic map and have
 AN1627.an estimated accuracy of +/- 6 seconds.
 AN1627
 AN1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1627.The vertical order pertains to the NGVD 29 superseded value.
 AN1627
 AN1627.The geoid height was determined by GEOID03.
 AN1627
 AN1627;                    North         East    Units  Estimated Accuracy
 AN1627;SPC TXSC     - 4,121,130.      734,440.      MT  (+/- 180 meters Scaled)
 AN1627
 AN1627                          SUPERSEDED SURVEY CONTROL
 AN1627
 AN1627  NGVD 29 (??/??/92)  114.086  (m)          374.30   (f) ADJ UNCH    2 0
 AN1627
 AN1627.Superseded values are not recommended for survey control.
 AN1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1627.See file dsdata.txt to determine how the superseded data were derived.
 AN1627
 AN1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS344998(NAD 83)
 AN1627_MARKER: DB = BENCH MARK DISK
 AN1627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1627_SP_SET: CULVERT
 AN1627_STAMPING: G 858 1943
 AN1627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1627
 AN1627  HISTORY     - Date     Condition        Report By
 AN1627  HISTORY     - 1943     MONUMENTED       CGS
 AN1627
 AN1627                          STATION DESCRIPTION
 AN1627
 AN1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1627'0.9 MI W FROM NORDHEIM.
 AN1627'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 AN1627'NORDHEIM, DE WITT COUNTY, IN THE TOP OF THE NORTH END OF THE EAST HEAD
 AN1627'WALL OF A 2-FOOT CONCRETE PIPE CULVERT UNDER A DIRT ROAD LEADING
 AN1627'NORTHWEST, 27.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 14.7
 AN1627'FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, AND ABOUT 1 FOOT HIGHER
 AN1627'THAN THE ROAD.  A STANDARD DISK, STAMPED G 858 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1656 ***********************************************************************
 AN1656  DESIGNATION -  G 859
 AN1656  PID         -  AN1656
 AN1656  STATE/COUNTY-  TX/DE WITT
 AN1656  USGS QUAD   -  RUNGE (1987)
 AN1656
 AN1656                         *CURRENT SURVEY CONTROL
 AN1656  ___________________________________________________________________
 AN1656* NAD 83(1986)-  28 59 43.     (N)    097 40 08.     (W)     SCALED    
 AN1656* NAVD 88     -       143.67   (+/-2cm)     471.4    (feet)  VERTCON   
 AN1656  ___________________________________________________________________
 AN1656  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AN1656
 AN1656  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1656
 AN1656.The horizontal coordinates were scaled from a topographic map and have
 AN1656.an estimated accuracy of +/- 6 seconds.
 AN1656
 AN1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1656.The vertical order pertains to the NGVD 29 superseded value.
 AN1656
 AN1656.The geoid height was determined by GEOID03.
 AN1656
 AN1656;                    North         East    Units  Estimated Accuracy
 AN1656;SPC TXSC     - 4,129,510.      729,690.      MT  (+/- 180 meters Scaled)
 AN1656
 AN1656                          SUPERSEDED SURVEY CONTROL
 AN1656
 AN1656  NGVD 29 (??/??/92)  143.644  (m)          471.27   (f) ADJ UNCH    2 0
 AN1656
 AN1656.Superseded values are not recommended for survey control.
 AN1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1656.See file dsdata.txt to determine how the superseded data were derived.
 AN1656
 AN1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT296081(NAD 83)
 AN1656_MARKER: DB = BENCH MARK DISK
 AN1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1656_STAMPING: G 859 1943
 AN1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1656+STABILITY: SURFACE MOTION
 AN1656
 AN1656  HISTORY     - Date     Condition        Report By
 AN1656  HISTORY     - 1943     MONUMENTED       CGS
 AN1656
 AN1656                          STATION DESCRIPTION
 AN1656
 AN1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1656'0.25 MI W FROM DAVY.
 AN1656'ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE COTTON GIN AT DAVY,
 AN1656'DE WITT COUNTY, THENCE ABOUT 8.2 MILES SOUTH ALONG A DIRT ROAD. ABOUT
 AN1656'0.25 MILE NORTH OF THE WEST END OF A DOUBLE TURN IN THE ROAD, ABOUT
 AN1656'0.05 MILE SOUTH OF T-FENCE CORNER ON THE WEST SIDE OF THE ROAD, 18.7
 AN1656'FEET WEST OF THE CENTER LINE OF THE ROAD, 19 FEET NORTHEAST OF A
 AN1656'3-FOOT OAK TREE, 3.7 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AN1656'ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED G 859
 AN1656'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT
 AN1656'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1354 ***********************************************************************
 BY1354  DESIGNATION -  G 86
 BY1354  PID         -  BY1354
 BY1354  STATE/COUNTY-  TX/HOUSTON
 BY1354  USGS QUAD   -  GRAPELAND (1951)
 BY1354
 BY1354                         *CURRENT SURVEY CONTROL
 BY1354  ___________________________________________________________________
 BY1354* NAD 83(1986)-  31 27 06.     (N)    095 28 47.     (W)     SCALED    
 BY1354* NAVD 88     -       103.53   (+/-2cm)     339.7    (feet)  VERTCON   
 BY1354  ___________________________________________________________________
 BY1354  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY1354
 BY1354  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1354
 BY1354.The horizontal coordinates were scaled from a topographic map and have
 BY1354.an estimated accuracy of +/- 6 seconds.
 BY1354
 BY1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1354.The vertical order pertains to the NGVD 29 superseded value.
 BY1354
 BY1354.The geoid height was determined by GEOID03.
 BY1354
 BY1354;                    North         East    Units  Estimated Accuracy
 BY1354;SPC TX C     - 3,207,940.    1,161,160.      MT  (+/- 180 meters Scaled)
 BY1354
 BY1354                          SUPERSEDED SURVEY CONTROL
 BY1354
 BY1354  NGVD 29 (??/??/92)  103.523  (m)          339.64   (f) ADJ UNCH    1 2
 BY1354
 BY1354.Superseded values are not recommended for survey control.
 BY1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1354.See file dsdata.txt to determine how the superseded data were derived.
 BY1354
 BY1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ643823(NAD 83)
 BY1354_MARKER: DB = BENCH MARK DISK
 BY1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1354_STAMPING: G 86 1932 339.740
 BY1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1354+STABILITY: SURFACE MOTION
 BY1354
 BY1354  HISTORY     - Date     Condition        Report By
 BY1354  HISTORY     - 1932     MONUMENTED       CGS
 BY1354  HISTORY     - 1960     GOOD             NGS
 BY1354
 BY1354                          STATION DESCRIPTION
 BY1354
 BY1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1354'2.9 MI S FROM GRAPELAND.
 BY1354'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1354'STATION AT GRAPELAND, 13 1/2 POLES SOUTHWEST OF MILEPOST 27, 17 RAILS
 BY1354'SOUTHWEST OF A POINT WHERE A POWER LINE CROSSES OVER THE TRACK, 10
 BY1354'RAILS SOUTHWEST OF THE SOUTHWEST END OF A SMALL TRESTLE, 47 1/2 FEET
 BY1354'SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT SOUTHEAST OF A FENCE, 6 FEET
 BY1354'WEST-SOUTHWEST OF A 15-INCH PINE TREE, 19 FEET NORTH-NORTHEAST OF A
 BY1354'20-INCH FORKED PINE TREE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 BY1354'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0734 ***********************************************************************
 AX0734  DESIGNATION -  G 860
 AX0734  PID         -  AX0734
 AX0734  STATE/COUNTY-  TX/LAVACA
 AX0734  USGS QUAD   -  SPEAKS (1981)
 AX0734
 AX0734                         *CURRENT SURVEY CONTROL
 AX0734  ___________________________________________________________________
 AX0734* NAD 83(1986)-  29 18 36.     (N)    096 37 48.     (W)     SCALED    
 AX0734* NAVD 88     -        47.43   (+/-2cm)     155.6    (feet)  VERTCON   
 AX0734  ___________________________________________________________________
 AX0734  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0734
 AX0734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0734
 AX0734.The horizontal coordinates were scaled from a topographic map and have
 AX0734.an estimated accuracy of +/- 6 seconds.
 AX0734
 AX0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0734.The vertical order pertains to the NGVD 29 superseded value.
 AX0734
 AX0734.The geoid height was determined by GEOID03.
 AX0734
 AX0734;                    North         East    Units  Estimated Accuracy
 AX0734;SPC TXSC     - 4,165,990.      830,190.      MT  (+/- 180 meters Scaled)
 AX0734
 AX0734                          SUPERSEDED SURVEY CONTROL
 AX0734
 AX0734  NGVD 29 (??/??/92)   47.429  (m)          155.61   (f) ADJ UNCH    2 0
 AX0734
 AX0734.Superseded values are not recommended for survey control.
 AX0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0734.See file dsdata.txt to determine how the superseded data were derived.
 AX0734
 AX0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT301446(NAD 83)
 AX0734_MARKER: DB = BENCH MARK DISK
 AX0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0734_STAMPING: G 860 1943
 AX0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0734+STABILITY: SURFACE MOTION
 AX0734
 AX0734  HISTORY     - Date     Condition        Report By
 AX0734  HISTORY     - 1943     MONUMENTED       CGS
 AX0734  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0734
 AX0734                          STATION DESCRIPTION
 AX0734
 AX0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0734'1.9 MI N FROM PROVIDENT CITY.
 AX0734'1.9 MI.N.ALONG THE PRAIRIE TRAIL FROM THE P.O.AT PROVIDENT CITY, SET
 AX0734'IN THE POINT OF THE TRAILS, 31 FEET W.OF THE CENTERLINE OF THE TRAIL
 AX0734'LEADING N.AND CURVING TO THE N.E,10 FEET E.OF THE CENTERLINE OF THE
 AX0734'TRAIL LEADING N.W.TO THE WINDMILL AND POND,0.2 M.N.E.OF A SATE, 1.6
 AX0734'FEET W.OF REFERENCE POST.  PROJECTS 0.3 FOOT.
 AX0734
 AX0734                          STATION RECOVERY (1997)
 AX0734
 AX0734'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1423 ***********************************************************************
 AN1423  DESIGNATION -  G 861
 AN1423  PID         -  AN1423
 AN1423  STATE/COUNTY-  TX/GOLIAD
 AN1423  USGS QUAD   -  BLANCONIA (1979)
 AN1423
 AN1423                         *CURRENT SURVEY CONTROL
 AN1423  ___________________________________________________________________
 AN1423* NAD 83(1986)-  28 30 00.     (N)    097 24 06.     (W)     SCALED    
 AN1423* NAVD 88     -        42.66   (+/-2cm)     140.0    (feet)  VERTCON   
 AN1423  ___________________________________________________________________
 AN1423  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN1423
 AN1423  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1423
 AN1423.The horizontal coordinates were scaled from a topographic map and have
 AN1423.an estimated accuracy of +/- 6 seconds.
 AN1423
 AN1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1423.The vertical order pertains to the NGVD 29 superseded value.
 AN1423
 AN1423.The geoid height was determined by GEOID03.
 AN1423
 AN1423;                    North         East    Units  Estimated Accuracy
 AN1423;SPC TXSC     - 4,074,960.      756,470.      MT  (+/- 180 meters Scaled)
 AN1423
 AN1423                          SUPERSEDED SURVEY CONTROL
 AN1423
 AN1423  NGVD 29 (??/??/92)   42.741  (m)          140.23   (f) ADJ UNCH    2 0
 AN1423
 AN1423.Superseded values are not recommended for survey control.
 AN1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1423.See file dsdata.txt to determine how the superseded data were derived.
 AN1423
 AN1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS564536(NAD 83)
 AN1423_MARKER: DB = BENCH MARK DISK
 AN1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1423_STAMPING: G 861 1943
 AN1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1423+STABILITY: SURFACE MOTION
 AN1423
 AN1423  HISTORY     - Date     Condition        Report By
 AN1423  HISTORY     - 1943     MONUMENTED       CGS
 AN1423  HISTORY     - 1960     MARK NOT FOUND   NGS
 AN1423  HISTORY     - 1962     GOOD             USGS
 AN1423
 AN1423                          STATION DESCRIPTION
 AN1423
 AN1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AN1423'6.9 MI N FROM BLANCONIA.
 AN1423'IN GOLIAD COUNTY, 6.9 MILES NORTH ALONG A COUNTY ROAD FROM THE
 AN1423'CATHOLIC CHURCH AT BLANCONIA, BEE COUNTY, ON THE SOUTH SLOPE OF A
 AN1423'SMALL HILL, AT THE JUNCTION OF A ROAD LEADING WEST, 26 FEET WEST OF
 AN1423'THE CENTERLINE OF THE MAIN ROAD, 17 FEET NORTH OF THE CENTERLINE OF
 AN1423'THE SIDE ROAD, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 AN1423'STANDARD DISK, STAMPED G 861 1943 AND SET IN THE TOP OF A CONCRETE
 AN1423'POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- THE AREA HAS CHANGED
 AN1423'AND THE ROAD HAS BEEN WIDENED.
 AN1423
 AN1423                          STATION RECOVERY (1962)
 AN1423
 AN1423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AN1423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0917 ***********************************************************************
 AN0917  DESIGNATION -  G 862 RESET
 AN0917  PID         -  AN0917
 AN0917  STATE/COUNTY-  TX/GOLIAD
 AN0917  USGS QUAD   -  LOTT LAKE (1987)
 AN0917
 AN0917                         *CURRENT SURVEY CONTROL
 AN0917  ___________________________________________________________________
 AN0917* NAD 83(1986)-  28 35 08.     (N)    097 13 12.     (W)     SCALED    
 AN0917* NAVD 88     -        37.61   (+/-2cm)     123.4    (feet)  VERTCON   
 AN0917  ___________________________________________________________________
 AN0917  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0917
 AN0917  VERT ORDER  -  THIRD ? (See Below)
 AN0917
 AN0917.The horizontal coordinates were scaled from a topographic map and have
 AN0917.an estimated accuracy of +/- 6 seconds.
 AN0917
 AN0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0917.The vertical order pertains to the NGVD 29 superseded value.
 AN0917
 AN0917.The geoid height was determined by GEOID03.
 AN0917
 AN0917;                    North         East    Units  Estimated Accuracy
 AN0917;SPC TXSC     - 4,084,690.      774,110.      MT  (+/- 180 meters Scaled)
 AN0917
 AN0917                          SUPERSEDED SURVEY CONTROL
 AN0917
 AN0917  NGVD 29 (07/19/86)   37.72   (m)          123.8    (f) LEVELING    3  
 AN0917
 AN0917.Superseded values are not recommended for survey control.
 AN0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0917.See file dsdata.txt to determine how the superseded data were derived.
 AN0917
 AN0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS740633(NAD 83)
 AN0917_MARKER: DB = BENCH MARK DISK
 AN0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0917_STAMPING: G 862 RESET 1969
 AN0917_MARK LOGO: CGS   
 AN0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0917+STABILITY: SURFACE MOTION
 AN0917
 AN0917  HISTORY     - Date     Condition        Report By
 AN0917  HISTORY     - 1969     MONUMENTED       CGS
 AN0917  HISTORY     - 1990     GOOD             USPSQD
 AN0917
 AN0917                          STATION DESCRIPTION
 AN0917
 AN0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AN0917'13.1 MI SE FROM GOLIAD.
 AN0917'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAY 183 AND ALT. 77 FROM THE
 AN0917'JUNCTION OF U.S. HIGHWAYS 183, ALT. 77 AND 59 IN GOLIAD, THENCE 10.85
 AN0917'MILES EAST ALONG STATE HIGHWAY 239 TO SITE OF BENCH MARK, 138 FEET
 AN0917'SOUTH OF CENTER LINE OF HIGHWAY, 1.0 FEET EAST OF A METAL WITNESS
 AN0917'POST, AND AT HIGHWAY DEPARTMENT STATION 576 + 50.  A C AND GS BENCH
 AN0917'MARK DISK SET IN A 10 X 10 INCH CONCRETE POST WHICH PROJECTS 7 INCHES
 AN0917'ABOVE GROUND.  NOTE-- THIS BENCH MARK IS THE AZIMUTH MARK FOR
 AN0917'TRIANGULATION STATION BM H 862 2 RESET 1969.
 AN0917
 AN0917                          STATION RECOVERY (1990)
 AN0917
 AN0917'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0899 ***********************************************************************
 AN0899  DESIGNATION -  G 863
 AN0899  PID         -  AN0899
 AN0899  STATE/COUNTY-  TX/VICTORIA
 AN0899  USGS QUAD   -  MC FADDIN (1987)
 AN0899
 AN0899                         *CURRENT SURVEY CONTROL
 AN0899  ___________________________________________________________________
 AN0899* NAD 83(1986)-  28 33 37.     (N)    097 03 24.     (W)     SCALED    
 AN0899* NAVD 88     -        26.60   (+/-2cm)      87.3    (feet)  VERTCON   
 AN0899  ___________________________________________________________________
 AN0899  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0899
 AN0899  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0899
 AN0899.The horizontal coordinates were scaled from a topographic map and have
 AN0899.an estimated accuracy of +/- 6 seconds.
 AN0899
 AN0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0899.The vertical order pertains to the NGVD 29 superseded value.
 AN0899
 AN0899.The geoid height was determined by GEOID03.
 AN0899
 AN0899;                    North         East    Units  Estimated Accuracy
 AN0899;SPC TXSC     - 4,082,150.      790,140.      MT  (+/- 180 meters Scaled)
 AN0899
 AN0899                          SUPERSEDED SURVEY CONTROL
 AN0899
 AN0899  NGVD 29 (??/??/92)   26.741  (m)           87.73   (f) ADJ UNCH    2 0
 AN0899
 AN0899.Superseded values are not recommended for survey control.
 AN0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0899.See file dsdata.txt to determine how the superseded data were derived.
 AN0899
 AN0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS900608(NAD 83)
 AN0899_MARKER: DB = BENCH MARK DISK
 AN0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0899_STAMPING: G 863 1943
 AN0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0899+STABILITY: SURFACE MOTION
 AN0899
 AN0899  HISTORY     - Date     Condition        Report By
 AN0899  HISTORY     - 1943     MONUMENTED       CGS
 AN0899  HISTORY     - 1961     MARK NOT FOUND   USGS
 AN0899
 AN0899                          STATION DESCRIPTION
 AN0899
 AN0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0899'2.7 MI NW FROM MCFADDIN.
 AN0899'2.7 MILES NORTHWEST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 AN0899'MCFADDIN, VICTORIA COUNTY, AT A T-ROAD JUNCTION, 35 FEET EAST OF THE
 AN0899'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 24 FEET SOUTH OF THE
 AN0899'CENTERLINE OF THE ROAD LEADING EAST, 3.8 FEET NORTHEAST OF A FENCE
 AN0899'CORNER, 2 FEET NORTH OF THE FENCE, AND 2.3 FEET WEST OF A WHITE WOODEN
 AN0899'WITNESS POST.  A STANDARD DISK, STAMPED G 863 1943 AND SET IN THE TOP
 AN0899'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.  NOTE-- RD BLACK
 AN0899'TOPPED RECENTLY.
 AN0899
 AN0899                          STATION RECOVERY (1961)
 AN0899
 AN0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AN0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1488 ***********************************************************************
 AN1488  DESIGNATION -  G 864
 AN1488  PID         -  AN1488
 AN1488  STATE/COUNTY-  TX/BEE
 AN1488  USGS QUAD   -  BURKES RIDGE (1979)
 AN1488
 AN1488                         *CURRENT SURVEY CONTROL
 AN1488  ___________________________________________________________________
 AN1488* NAD 83(1986)-  28 16 55.     (N)    097 37 19.     (W)     SCALED    
 AN1488* NAVD 88     -        33.30   (+/-2cm)     109.3    (feet)  VERTCON   
 AN1488  ___________________________________________________________________
 AN1488  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN1488
 AN1488  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1488
 AN1488.The horizontal coordinates were scaled from a topographic map and have
 AN1488.an estimated accuracy of +/- 6 seconds.
 AN1488
 AN1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1488.The vertical order pertains to the NGVD 29 superseded value.
 AN1488
 AN1488.The geoid height was determined by GEOID03.
 AN1488
 AN1488;                    North         East    Units  Estimated Accuracy
 AN1488;SPC TXSC     - 4,050,520.      735,200.      MT  (+/- 180 meters Scaled)
 AN1488
 AN1488                          SUPERSEDED SURVEY CONTROL
 AN1488
 AN1488  NGVD 29 (??/??/92)   33.341  (m)          109.39   (f) ADJ UNCH    1 2
 AN1488
 AN1488.Superseded values are not recommended for survey control.
 AN1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1488.See file dsdata.txt to determine how the superseded data were derived.
 AN1488
 AN1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS351292(NAD 83)
 AN1488_MARKER: DB = BENCH MARK DISK
 AN1488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1488_SP_SET: ABUTMENT
 AN1488_STAMPING: G-864 1943
 AN1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1488
 AN1488  HISTORY     - Date     Condition        Report By
 AN1488  HISTORY     - 1943     MONUMENTED       CGS
 AN1488  HISTORY     - 1981     GOOD             NGS
 AN1488
 AN1488                          STATION DESCRIPTION
 AN1488
 AN1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1488'4.4 MI NE FROM SKIDMORE.
 AN1488'0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1488'STATION AT SKIDMORE, THENCE 4.2 MILES NORTHEAST ALONG THE COUNTY ROAD,
 AN1488'SET IN THE SOUTH ABUTMENT OF THE LARGE STEEL BRIDGE OVER THE ARANSAS
 AN1488'RIVER, 9 FEET WEST OF THE CENTER-LINE OF THE ROAD, 4.7 FEET NORTHEAST
 AN1488'OF THE SOUTHWEST END OF THE WINGWALL, ABOUT 1.5 FEET BELOW ROAD LEVEL.
 AN1488'A BENCH MARK DISK.
 AN1488
 AN1488                          STATION RECOVERY (1981)
 AN1488
 AN1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0830 ***********************************************************************
 AX0830  DESIGNATION -  G 866
 AX0830  PID         -  AX0830
 AX0830  STATE/COUNTY-  TX/LAVACA
 AX0830  USGS QUAD   -  EZZELL (1981)
 AX0830
 AX0830                         *CURRENT SURVEY CONTROL
 AX0830  ___________________________________________________________________
 AX0830* NAD 83(1986)-  29 17 15.     (N)    096 59 39.     (W)     SCALED    
 AX0830* NAVD 88     -        55.38   (+/-2cm)     181.7    (feet)  VERTCON   
 AX0830  ___________________________________________________________________
 AX0830  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0830
 AX0830  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0830
 AX0830.The horizontal coordinates were scaled from a topographic map and have
 AX0830.an estimated accuracy of +/- 6 seconds.
 AX0830
 AX0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0830.The vertical order pertains to the NGVD 29 superseded value.
 AX0830
 AX0830.The geoid height was determined by GEOID03.
 AX0830
 AX0830;                    North         East    Units  Estimated Accuracy
 AX0830;SPC TXSC     - 4,162,830.      794,870.      MT  (+/- 180 meters Scaled)
 AX0830
 AX0830                          SUPERSEDED SURVEY CONTROL
 AX0830
 AX0830  NGVD 29 (??/??/92)   55.390  (m)          181.73   (f) ADJ UNCH    2 0
 AX0830
 AX0830.Superseded values are not recommended for survey control.
 AX0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0830.See file dsdata.txt to determine how the superseded data were derived.
 AX0830
 AX0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT948415(NAD 83)
 AX0830_MARKER: DB = BENCH MARK DISK
 AX0830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0830_SP_SET: RETAINING WALL
 AX0830_STAMPING: G 866 1943
 AX0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0830
 AX0830  HISTORY     - Date     Condition        Report By
 AX0830  HISTORY     - 1943     MONUMENTED       CGS
 AX0830  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0830
 AX0830                          STATION DESCRIPTION
 AX0830
 AX0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0830'1.7 MI S FROM KOERTH.
 AX0830'TO REACH FROM THE CATHOLIC CHURCH AT KOERTH-- PROCEED 1.7 MILES
 AX0830'SOUTHERLY ALONG THE KOERTH-HOPE ROAD TO SITE OF BENCH MARK.  BENCH
 AX0830'MARK IS ABOUT 42.0 FEET SOUTH OF THE NORTH END OF A STEEL BRIDGE OVER
 AX0830'CLARK CREEK, AND 9.5 FEET WEST OF AND ABOUT 2.4 FEET BELOW THE
 AX0830'CENTERLINE OF ROAD.  IT IS SET HORIZONTALLY 11.0 FEET FROM THE
 AX0830'NORTHWEST END OF A CONCRETE RETAINING WALL UNDER BRIDGE.
 AX0830
 AX0830                          STATION RECOVERY (1997)
 AX0830
 AX0830'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0761 ***********************************************************************
 AX0761  DESIGNATION -  G 867
 AX0761  PID         -  AX0761
 AX0761  STATE/COUNTY-  TX/LAVACA
 AX0761  USGS QUAD   -  EZZELL (1981)
 AX0761
 AX0761                         *CURRENT SURVEY CONTROL
 AX0761  ___________________________________________________________________
 AX0761* NAD 83(1986)-  29 21 18.     (N)    096 54 16.     (W)     SCALED    
 AX0761* NAVD 88     -        57.87   (+/-2cm)     189.9    (feet)  VERTCON   
 AX0761  ___________________________________________________________________
 AX0761  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0761
 AX0761  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0761
 AX0761.The horizontal coordinates were scaled from a topographic map and have
 AX0761.an estimated accuracy of +/- 6 seconds.
 AX0761
 AX0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0761.The vertical order pertains to the NGVD 29 superseded value.
 AX0761
 AX0761.The geoid height was determined by GEOID03.
 AX0761
 AX0761;                    North         East    Units  Estimated Accuracy
 AX0761;SPC TXSC     - 4,170,460.      803,450.      MT  (+/- 180 meters Scaled)
 AX0761
 AX0761                          SUPERSEDED SURVEY CONTROL
 AX0761
 AX0761  NGVD 29 (??/??/92)   57.87   (m)          189.9    (f) COMPUTED    2 0
 AX0761
 AX0761.Superseded values are not recommended for survey control.
 AX0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0761.See file dsdata.txt to determine how the superseded data were derived.
 AX0761
 AX0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT034491(NAD 83)
 AX0761_MARKER: DB = BENCH MARK DISK
 AX0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0761_STAMPING: G 867 1943
 AX0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0761+STABILITY: SURFACE MOTION
 AX0761
 AX0761  HISTORY     - Date     Condition        Report By
 AX0761  HISTORY     - 1943     MONUMENTED       CGS
 AX0761  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0761
 AX0761                          STATION DESCRIPTION
 AX0761
 AX0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0761'7.2 MI SE FROM HALLETTSVILLE.
 AX0761'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX0761'STATION AT HALLETTSVILLE-- PROCEED 7.2 MILES SOUTHEASTERLY ALONG THE
 AX0761'HALLETTSVILLE-EZZELL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AX0761'0.3 MILE NORTH OF A TRACK ROAD INTERSECTION LEADING WEST, AND ABOUT
 AX0761'450.0 FEET NORTH OF A SMALL FRAME HOUSE ON THE WEST SIDE OF ROAD.  IT
 AX0761'IS 27.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD,
 AX0761'6.0 FEET EAST OF A FENCE CORNER, 0.8 FOOT SOUTH OF A FENCE, AND 3.5
 AX0761'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5
 AX0761'FOOT.
 AX0761
 AX0761                          STATION RECOVERY (1997)
 AX0761
 AX0761'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0762 ***********************************************************************
 AX0762  DESIGNATION -  G 867 RESET 1961
 AX0762  PID         -  AX0762
 AX0762  STATE/COUNTY-  TX/LAVACA
 AX0762  USGS QUAD   -  EZZELL (1981)
 AX0762
 AX0762                         *CURRENT SURVEY CONTROL
 AX0762  ___________________________________________________________________
 AX0762* NAD 83(1986)-  29 21 18.     (N)    096 54 16.     (W)     SCALED    
 AX0762* NAVD 88     -        57.96   (+/-2cm)     190.2    (feet)  VERTCON   
 AX0762  ___________________________________________________________________
 AX0762  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0762
 AX0762  VERT ORDER  -  THIRD (See Below)
 AX0762
 AX0762.The horizontal coordinates were scaled from a topographic map and have
 AX0762.an estimated accuracy of +/- 6 seconds.
 AX0762
 AX0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0762.The vertical order pertains to the NGVD 29 superseded value.
 AX0762
 AX0762.The geoid height was determined by GEOID03.
 AX0762
 AX0762;                    North         East    Units  Estimated Accuracy
 AX0762;SPC TXSC     - 4,170,460.      803,450.      MT  (+/- 180 meters Scaled)
 AX0762
 AX0762                          SUPERSEDED SURVEY CONTROL
 AX0762
 AX0762  NGVD 29 (??/??/??)   57.96   (m)          190.2    (f) RESET       3  
 AX0762
 AX0762.Superseded values are not recommended for survey control.
 AX0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0762.See file dsdata.txt to determine how the superseded data were derived.
 AX0762
 AX0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT034491(NAD 83)
 AX0762_MARKER: DB = BENCH MARK DISK
 AX0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0762_SP_SET: CULVERT
 AX0762_STAMPING: G 867 RESET 1961
 AX0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0762
 AX0762  HISTORY     - Date     Condition        Report By
 AX0762  HISTORY     - 1961     MONUMENTED       TXHD
 AX0762  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0762
 AX0762                          STATION DESCRIPTION
 AX0762
 AX0762'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AX0762'7 MI SE FROM HALLETTSVILLE.
 AX0762'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND U.S. HIGHWAY
 AX0762'90-A, IN THE CITY OF HALLETTSVILLE-- PROCEED 0.76 MILES EAST ALONG
 AX0762'U.S. HIGHWAY 90-A (HALLETTSVILLE-EAGLE LAKE HIGHWAY) TO JUNCTION WITH
 AX0762'F.M. HIGHWAY 530.  PROCEED 1.25 MILES SOUTHEAST ALONG F.M. HIGHWAY 530
 AX0762'TO JUNCTION WITH F.M HIGHWAY 2616.  PROCEED 5.90 MILES SOUTH ALONG
 AX0762'F.M. HIGHWAY 2616 TO SITE OF BENCH MARK.  BENCH MARK IS SET 51 FEET
 AX0762'EAST OF THE CENTERLINE AT ENGINEERS STATION 311 + 77 OF PROJECT R
 AX0762'2600-1-1, F.M. HIGHWAY 2616, LAVACA COUNTY, TEXAS.  IT IS LOCATED 1.0
 AX0762'FOOT EAST OF THE EAST RIGHT-OF-WAY LINE OF SAID F.M. HIGHWAY AND IS
 AX0762'LOCATED SOUTHERLY, APPROXIMATELY 327 FEET FROM A 18IN. X 56FT. PIPE
 AX0762'CULVERT.  IT IS ALSO LOCATED 3.0 FEET SOUTH OF A 4X4-INCH WOODEN
 AX0762'MARKER POST.  NOTE-- RAILROAD FACILITIES IN THIS AREA HAVE BEEN
 AX0762'DISCONTINUED AND REMOVED AND CAN NO LONGER BE USED FOR REFERENCE.
 AX0762
 AX0762                          STATION RECOVERY (1997)
 AX0762
 AX0762'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0846 ***********************************************************************
 AX0846  DESIGNATION -  G 868
 AX0846  PID         -  AX0846
 AX0846  STATE/COUNTY-  TX/VICTORIA
 AX0846  USGS QUAD   -  PECK BRANCH (1981)
 AX0846
 AX0846                         *CURRENT SURVEY CONTROL
 AX0846  ___________________________________________________________________
 AX0846* NAD 83(1986)-  29 04 53.     (N)    096 58 15.     (W)     SCALED    
 AX0846* NAVD 88     -        54.99   (+/-2cm)     180.4    (feet)  VERTCON   
 AX0846  ___________________________________________________________________
 AX0846  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0846
 AX0846  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0846
 AX0846.The horizontal coordinates were scaled from a topographic map and have
 AX0846.an estimated accuracy of +/- 6 seconds.
 AX0846
 AX0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0846.The vertical order pertains to the NGVD 29 superseded value.
 AX0846
 AX0846.The geoid height was determined by GEOID03.
 AX0846
 AX0846;                    North         East    Units  Estimated Accuracy
 AX0846;SPC TXSC     - 4,140,030.      797,530.      MT  (+/- 180 meters Scaled)
 AX0846
 AX0846                          SUPERSEDED SURVEY CONTROL
 AX0846
 AX0846  NGVD 29 (??/??/92)   55.015  (m)          180.50   (f) ADJ UNCH    2 0
 AX0846
 AX0846.Superseded values are not recommended for survey control.
 AX0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0846.See file dsdata.txt to determine how the superseded data were derived.
 AX0846
 AX0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT975187(NAD 83)
 AX0846_MARKER: DB = BENCH MARK DISK
 AX0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0846_STAMPING: G 868 1943
 AX0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0846+STABILITY: SURFACE MOTION
 AX0846
 AX0846  HISTORY     - Date     Condition        Report By
 AX0846  HISTORY     - 1943     MONUMENTED       CGS
 AX0846
 AX0846                          STATION DESCRIPTION
 AX0846
 AX0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0846'11.35 MI S FROM HOPE.
 AX0846'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 11.35 MILES
 AX0846'SOUTHERLY ALONG THE HOPE-FORDTRAN ROAD TO SITE OF BENCH MARK.  BENCH
 AX0846'MARK IS ON THE OUTSIDE OF A RIGHT ANGLE CURVE, ABOUT 0.1 MILE
 AX0846'NORTHWEST OF A RIGHT ANGLE CURVE TO THE SOUTHWEST AND A DIRT ROAD
 AX0846'INTERSECTION LEADING NORTHEAST.  IT IS 33.0 FEET WEST OF AND ABOUT THE
 AX0846'SAME ELEVATION AS THE CENTERLINE OF ROAD, 6.0 FEET SOUTHEAST OF A
 AX0846'FENCE CORNER, 1.8 FEET NORTHEAST OF THE FENCE, AND 3.0 FEET SOUTHEAST
 AX0846'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0641 ***********************************************************************
 AX0641  DESIGNATION -  G 869
 AX0641  PID         -  AX0641
 AX0641  STATE/COUNTY-  TX/JACKSON
 AX0641  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0641
 AX0641                         *CURRENT SURVEY CONTROL
 AX0641  ___________________________________________________________________
 AX0641* NAD 83(1986)-  29 05 59.     (N)    096 44 23.     (W)     SCALED    
 AX0641* NAVD 88     -        30.499  (meters)     100.06   (feet)  ADJUSTED  
 AX0641  ___________________________________________________________________
 AX0641  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0641  DYNAMIC HT  -          30.455 (meters)      99.92  (feet)  COMP
 AX0641  MODELED GRAV-     979,221.0   (mgal)                       NAVD 88
 AX0641
 AX0641  VERT ORDER  -  FIRST     CLASS I
 AX0641
 AX0641.The horizontal coordinates were scaled from a topographic map and have
 AX0641.an estimated accuracy of +/- 6 seconds.
 AX0641
 AX0641.The orthometric height was determined by differential leveling
 AX0641.and adjusted by the National Geodetic Survey in June 1991..
 AX0641
 AX0641.The geoid height was determined by GEOID03.
 AX0641
 AX0641.The dynamic height is computed by dividing the NAVD 88
 AX0641.geopotential number by the normal gravity value computed on the
 AX0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0641.degrees latitude (g = 980.6199 gals.).
 AX0641
 AX0641.The modeled gravity was interpolated from observed gravity values.
 AX0641
 AX0641;                    North         East    Units  Estimated Accuracy
 AX0641;SPC TXSC     - 4,142,480.      819,990.      MT  (+/- 180 meters Scaled)
 AX0641
 AX0641                          SUPERSEDED SURVEY CONTROL
 AX0641
 AX0641  NGVD 29 (??/??/92)   30.512  (m)          100.10   (f) ADJ UNCH    1 1
 AX0641
 AX0641.Superseded values are not recommended for survey control.
 AX0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0641.See file dsdata.txt to determine how the superseded data were derived.
 AX0641
 AX0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT199211(NAD 83)
 AX0641_MARKER: DB = BENCH MARK DISK
 AX0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0641_STAMPING: G 869 1943
 AX0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0641+STABILITY: SURFACE MOTION
 AX0641
 AX0641  HISTORY     - Date     Condition        Report By
 AX0641  HISTORY     - 1943     MONUMENTED       CGS
 AX0641  HISTORY     - 1972     GOOD             NGS
 AX0641
 AX0641                          STATION DESCRIPTION
 AX0641
 AX0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0641'2.5 MI SE FROM MORALES.
 AX0641'ABOUT 0.15 MILE WEST ALONG THE OLD MORALES ROAD FROM THE MORALES
 AX0641'BAPTIST CHURCH AT MORALES, THENCE 2.35 MILES SOUTHEAST ALONG STATE
 AX0641'HIGHWAY 111, 60.4 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 59
 AX0641'1/2 FEET SOUTH OF A POWER LINE POLE IN A PASTURE, 8.7 FEET SOUTHEAST
 AX0641'OF THE SOUTHEAST GATE POST FOR A WIRE GATE, 0.7 FOOT NORTHEAST OF THE
 AX0641'RIGHT-OF-WAY FENCE LINE, 0.5 MILE SOUTHEAST OF HINES CEMETERY, 1.4
 AX0641'FEET NORTH OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE
 AX0641'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 AX0641'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0782 ***********************************************************************
 BL0782  DESIGNATION -  G 87
 BL0782  PID         -  BL0782
 BL0782  STATE/COUNTY-  TX/TRINITY
 BL0782  USGS QUAD   -  TRINITY WEST (1972)
 BL0782
 BL0782                         *CURRENT SURVEY CONTROL
 BL0782  ___________________________________________________________________
 BL0782* NAD 83(1986)-  30 54 45.     (N)    095 22 31.     (W)     SCALED    
 BL0782* NAVD 88     -        58.54   (+/-2cm)     192.1    (feet)  VERTCON   
 BL0782  ___________________________________________________________________
 BL0782  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0782
 BL0782  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0782
 BL0782.The horizontal coordinates were scaled from a topographic map and have
 BL0782.an estimated accuracy of +/- 6 seconds.
 BL0782
 BL0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0782.The vertical order pertains to the NGVD 29 superseded value.
 BL0782
 BL0782.The geoid height was determined by GEOID03.
 BL0782
 BL0782;                    North         East    Units  Estimated Accuracy
 BL0782;SPC TX C     - 3,148,670.    1,173,740.      MT  (+/- 180 meters Scaled)
 BL0782
 BL0782                          SUPERSEDED SURVEY CONTROL
 BL0782
 BL0782  NGVD 29 (??/??/92)   58.54   (m)          192.1    (f) COMPUTED    1 2
 BL0782
 BL0782.Superseded values are not recommended for survey control.
 BL0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0782.See file dsdata.txt to determine how the superseded data were derived.
 BL0782
 BL0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ730223(NAD 83)
 BL0782_MARKER: DB = BENCH MARK DISK
 BL0782_SETTING: 0 = UNSPECIFIED SETTING
 BL0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0782
 BL0782  HISTORY     - Date     Condition        Report By
 BL0782  HISTORY     - UNK      MONUMENTED       CGS
 BL0782  HISTORY     - 1932     GOOD             NGS
 BL0782  HISTORY     - 1941     MARK NOT FOUND   LOCENG
 BL0782
 BL0782                          STATION DESCRIPTION
 BL0782
 BL0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BL0782'2.8 MI S FROM TRINITY.
 BL0782'2.8 MILES SOUTH OF THE STATION AT TRINITY ON THE M.P.R.R., 80 FEET
 BL0782'WEST OF THE TRACK, 70 FEET EAST OF THE HIGHWAY NO. 19, 4 1/2 POLES
 BL0782'SOUTH OF MILE POLE NO. 67 AT MIDPOINT OF THE CURVE IN THE HIGHWAY.
 BL0782
 BL0782                          STATION RECOVERY (1941)
 BL0782
 BL0782'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 BL0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0783 ***********************************************************************
 BL0783  DESIGNATION -  G 87 RESET 1947
 BL0783  PID         -  BL0783
 BL0783  STATE/COUNTY-  TX/TRINITY
 BL0783  USGS QUAD   -  TRINITY WEST (1972)
 BL0783
 BL0783                         *CURRENT SURVEY CONTROL
 BL0783  ___________________________________________________________________
 BL0783* NAD 83(1986)-  30 54 22.     (N)    095 22 32.     (W)     SCALED    
 BL0783* NAVD 88     -        56.703  (meters)     186.03   (feet)  ADJUSTED  
 BL0783  ___________________________________________________________________
 BL0783  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0783  DYNAMIC HT  -          56.630 (meters)     185.79  (feet)  COMP
 BL0783  MODELED GRAV-     979,359.6   (mgal)                       NAVD 88
 BL0783
 BL0783  VERT ORDER  -  FIRST     CLASS II
 BL0783
 BL0783.The horizontal coordinates were scaled from a topographic map and have
 BL0783.an estimated accuracy of +/- 6 seconds.
 BL0783
 BL0783.The orthometric height was determined by differential leveling
 BL0783.and adjusted by the National Geodetic Survey in June 1991..
 BL0783
 BL0783.The geoid height was determined by GEOID03.
 BL0783
 BL0783.The dynamic height is computed by dividing the NAVD 88
 BL0783.geopotential number by the normal gravity value computed on the
 BL0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0783.degrees latitude (g = 980.6199 gals.).
 BL0783
 BL0783.The modeled gravity was interpolated from observed gravity values.
 BL0783
 BL0783;                    North         East    Units  Estimated Accuracy
 BL0783;SPC TX C     - 3,147,960.    1,173,740.      MT  (+/- 180 meters Scaled)
 BL0783
 BL0783                          SUPERSEDED SURVEY CONTROL
 BL0783
 BL0783  NGVD 29 (??/??/92)   56.702  (m)          186.03   (f) ADJ UNCH    1 2
 BL0783
 BL0783.Superseded values are not recommended for survey control.
 BL0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0783.See file dsdata.txt to determine how the superseded data were derived.
 BL0783
 BL0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ729216(NAD 83)
 BL0783_MARKER: DB = BENCH MARK DISK
 BL0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0783_SP_SET: CULVERT
 BL0783_STAMPING: G 87 1932 RESET 1947 192.204
 BL0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0783
 BL0783  HISTORY     - Date     Condition        Report By
 BL0783  HISTORY     - 1932     MONUMENTED       CGS
 BL0783  HISTORY     - 1960     GOOD             NGS
 BL0783  HISTORY     - 1980     GOOD             NGS
 BL0783  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0783
 BL0783                          STATION DESCRIPTION
 BL0783
 BL0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0783'2.7 MI S FROM TRINITY.
 BL0783'ABOUT 2.7 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0783'STATION AT TRINITY, 58 FEET SOUTHWEST OF THE SECOND TELEPHONE POLE
 BL0783'NORTH OF MILEPOST 67/20, 79 FEET WEST OF THE WEST RAIL, IN THE TOP OF
 BL0783'THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A CULVERT UNDER STATE
 BL0783'HIGHWAY 45, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 BL0783'WEST OF A FENCE, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK AND ABOUT 2
 BL0783'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BL0783
 BL0783                          STATION RECOVERY (1980)
 BL0783
 BL0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BL0783'OMIT-10 FT. WEST OF A FENCE.
 BL0783
 BL0783                          STATION RECOVERY (1996)
 BL0783
 BL0783'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0771 ***********************************************************************
 AN0771  DESIGNATION -  G 870
 AN0771  PID         -  AN0771
 AN0771  STATE/COUNTY-  TX/VICTORIA
 AN0771  USGS QUAD   -  INEZ (1995)
 AN0771
 AN0771                         *CURRENT SURVEY CONTROL
 AN0771  ___________________________________________________________________
 AN0771* NAD 83(1986)-  28 56 02.     (N)    096 52 06.     (W)     SCALED    
 AN0771* NAVD 88     -        29.90   (+/-2cm)      98.1    (feet)  VERTCON   
 AN0771  ___________________________________________________________________
 AN0771  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0771
 AN0771  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0771
 AN0771.The horizontal coordinates were scaled from a topographic map and have
 AN0771.an estimated accuracy of +/- 6 seconds.
 AN0771
 AN0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0771.The vertical order pertains to the NGVD 29 superseded value.
 AN0771
 AN0771.The geoid height was determined by GEOID03.
 AN0771
 AN0771;                    North         East    Units  Estimated Accuracy
 AN0771;SPC TXSC     - 4,123,870.      807,800.      MT  (+/- 180 meters Scaled)
 AN0771
 AN0771                          SUPERSEDED SURVEY CONTROL
 AN0771
 AN0771  NGVD 29 (??/??/92)   29.952  (m)           98.27   (f) ADJ UNCH    2 0
 AN0771
 AN0771.Superseded values are not recommended for survey control.
 AN0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0771.See file dsdata.txt to determine how the superseded data were derived.
 AN0771
 AN0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT077025(NAD 83)
 AN0771_MARKER: DB = BENCH MARK DISK
 AN0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0771_STAMPING: G 870 1943
 AN0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0771+STABILITY: SURFACE MOTION
 AN0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN0771+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 AN0771
 AN0771  HISTORY     - Date     Condition        Report By
 AN0771  HISTORY     - 1943     MONUMENTED       CGS
 AN0771  HISTORY     - 1971     GOOD             NGS
 AN0771  HISTORY     - 19910428 GOOD             USPSQD
 AN0771  HISTORY     - 20040903 GOOD             INDIV
 AN0771
 AN0771                          STATION DESCRIPTION
 AN0771
 AN0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AN0771'7.15 MI WNW FROM INEZ.
 AN0771'7.15 MILES WEST-NORTHWEST ALONG FARM ROAD 444 FROM THE RAIL ROAD
 AN0771'CROSSING IN INEZ, AT CURVE IN ROAD, 46 FEET SOUTH OF THE CENTER OF
 AN0771'FARM ROAD 444, 9 FEET WEST-NORTHWEST OF FENCE-LINE, 7 FEET EAST OF
 AN0771'FENCE-CORNER POST, 4 FEET NORTHEAST OF FENCE-LINE, 4 FEET EAST OF A
 AN0771'METAL WITNESS POST AND IN A GROUP OF SMALL TREES.  A STANDARD DISK,
 AN0771'SET IN A SQUARE CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND STAMPED
 AN0771'G 879 1943.
 AN0771
 AN0771                          STATION RECOVERY (1991)
 AN0771
 AN0771'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0771'RECOVERED IN GOOD CONDITION.
 AN0771
 AN0771                          STATION RECOVERY (2004)
 AN0771
 AN0771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AN0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0414 ***********************************************************************
 AB0414  DESIGNATION -  G 871 RESET 1963
 AB0414  PID         -  AB0414
 AB0414  STATE/COUNTY-  TX/CAMERON
 AB0414  USGS QUAD   -  SANTA ROSA (1982)
 AB0414
 AB0414                         *CURRENT SURVEY CONTROL
 AB0414  ___________________________________________________________________
 AB0414* NAD 83(1986)-  26 19 49.     (N)    097 47 15.     (W)     SCALED    
 AB0414* NAVD 88     -        12.71   (meters)      41.7    (feet)  RESET     
 AB0414  ___________________________________________________________________
 AB0414  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 AB0414
 AB0414  VERT ORDER  -  THIRD
 AB0414
 AB0414.The horizontal coordinates were scaled from a topographic map and have
 AB0414.an estimated accuracy of +/- 6 seconds.
 AB0414
 AB0414.The orthometric height was computed from unverified reset data.
 AB0414
 AB0414.The geoid height was determined by GEOID03.
 AB0414
 AB0414;                    North         East    Units  Estimated Accuracy
 AB0414;SPC TX S     - 5,073,730.      371,130.      MT  (+/- 180 meters Scaled)
 AB0414
 AB0414                          SUPERSEDED SURVEY CONTROL
 AB0414
 AB0414.No superseded survey control is available for this station.
 AB0414
 AB0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ210128(NAD 83)
 AB0414_MARKER: DB = BENCH MARK DISK
 AB0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0414_SP_SET: CULVERT
 AB0414_STAMPING: G 871 RESET 1963
 AB0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0414
 AB0414  HISTORY     - Date     Condition        Report By
 AB0414  HISTORY     - 1963     MONUMENTED       CGS
 AB0414  HISTORY     - 1988     POOR             USPSQD
 AB0414  HISTORY     - 19910320 GOOD             USPSQD
 AB0414
 AB0414                          STATION DESCRIPTION
 AB0414
 AB0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AB0414'1.0 MI SE FROM SEBASTIAN.
 AB0414'ABOUT 1.0 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AB0414'RAILWAY STATION AT SEBASTIAN, 2 POLES SOUTHEAST OF MILEPOST 36, 65
 AB0414'FEET NORTHEAST OF THE NORTHEAST RAIL, 26 FEET SOUTHWEST OF THE CENTER
 AB0414'LINE OF U. S. HIGHWAY 77, IN THE TOP OF THE CENTER OF THE SOUTHWEST
 AB0414'HEADWALL OF A 3 X 3 FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
 AB0414
 AB0414                          STATION RECOVERY (1988)
 AB0414
 AB0414'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0414'MARK RECOVERED IN POOR CONDITION.
 AB0414
 AB0414                          STATION RECOVERY (1991)
 AB0414
 AB0414'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0489 ***********************************************************************
 AE0489  DESIGNATION -  G 872 RESET 1952
 AE0489  PID         -  AE0489
 AE0489  STATE/COUNTY-  TX/HIDALGO
 AE0489  USGS QUAD   -  EDINBURG (1983)
 AE0489
 AE0489                         *CURRENT SURVEY CONTROL
 AE0489  ___________________________________________________________________
 AE0489* NAD 83(1986)-  26 16 21.     (N)    098 10 15.     (W)     SCALED    
 AE0489* NAVD 88     -        30.82   (meters)     101.1    (feet)  RESET     
 AE0489  ___________________________________________________________________
 AE0489  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AE0489
 AE0489  VERT ORDER  -  THIRD
 AE0489
 AE0489.The horizontal coordinates were scaled from a topographic map and have
 AE0489.an estimated accuracy of +/- 6 seconds.
 AE0489
 AE0489.The orthometric height was computed from unverified reset data.
 AE0489
 AE0489.The geoid height was determined by GEOID03.
 AE0489
 AE0489;                    North         East    Units  Estimated Accuracy
 AE0489;SPC TX S     - 5,067,170.      332,880.      MT  (+/- 180 meters Scaled)
 AE0489
 AE0489                          SUPERSEDED SURVEY CONTROL
 AE0489
 AE0489.No superseded survey control is available for this station.
 AE0489
 AE0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ827061(NAD 83)
 AE0489_MARKER: DB = BENCH MARK DISK
 AE0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE0489_SP_SET: BRIDGE
 AE0489_STAMPING: G 872 RESET 1952
 AE0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE0489+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2003
 AE0489
 AE0489  HISTORY     - Date     Condition        Report By
 AE0489  HISTORY     - 1952     MONUMENTED       TXHD
 AE0489  HISTORY     - 1954     GOOD             TXHD
 AE0489  HISTORY     - 20031217 GOOD             INDIV
 AE0489
 AE0489                          STATION DESCRIPTION
 AE0489
 AE0489'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AE0489'2.1 MI S FROM EDINBURG.
 AE0489'ABOUT 2.1 MILES SOUTH ALONG HIGHWAY NO. 281 FROM THE COUNTY COURT
 AE0489'HOUSE AT EDINBURG, HIDALGO COUNTY, 40 FEET WEST OF THE CENTERLINE OF
 AE0489'THE HIGHWAY, NEAR THE NORTHWEST CORNER OF THE CONCRETE BRIDGE, IN THE
 AE0489'CONCRETE DECK AND UNDER THE NORTH END OF THE STEEL GUARD RAIL.  A
 AE0489'STANDARD DISK STAMPED G 872 RESET 1952 SET IN A HOLE DRILLED IN THE
 AE0489'DECK OF THE BRIDGE.
 AE0489
 AE0489                          STATION RECOVERY (2003)
 AE0489
 AE0489'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JJM)
 AE0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0660 ***********************************************************************
 AE0660  DESIGNATION -  G 873
 AE0660  PID         -  AE0660
 AE0660  STATE/COUNTY-  TX/STARR
 AE0660  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0660
 AE0660                         *CURRENT SURVEY CONTROL
 AE0660  ___________________________________________________________________
 AE0660* NAD 83(1986)-  26 18 05.     (N)    098 37 29.     (W)     SCALED    
 AE0660* NAVD 88     -        48.928  (meters)     160.52   (feet)  ADJUSTED  
 AE0660  ___________________________________________________________________
 AE0660  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE0660  DYNAMIC HT  -          48.846 (meters)     160.26  (feet)  COMP
 AE0660  MODELED GRAV-     978,987.3   (mgal)                       NAVD 88
 AE0660
 AE0660  VERT ORDER  -  FIRST     CLASS II
 AE0660
 AE0660.The horizontal coordinates were scaled from a topographic map and have
 AE0660.an estimated accuracy of +/- 6 seconds.
 AE0660
 AE0660.The orthometric height was determined by differential leveling
 AE0660.and adjusted by the National Geodetic Survey in June 1991..
 AE0660
 AE0660.The geoid height was determined by GEOID03.
 AE0660
 AE0660.The dynamic height is computed by dividing the NAVD 88
 AE0660.geopotential number by the normal gravity value computed on the
 AE0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0660.degrees latitude (g = 980.6199 gals.).
 AE0660
 AE0660.The modeled gravity was interpolated from observed gravity values.
 AE0660
 AE0660;                    North         East    Units  Estimated Accuracy
 AE0660;SPC TX S     - 5,070,330.      287,550.      MT  (+/- 180 meters Scaled)
 AE0660
 AE0660                          SUPERSEDED SURVEY CONTROL
 AE0660
 AE0660  NGVD 29 (??/??/92)   49.004  (m)          160.77   (f) ADJ UNCH    1 2
 AE0660
 AE0660.Superseded values are not recommended for survey control.
 AE0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0660.See file dsdata.txt to determine how the superseded data were derived.
 AE0660
 AE0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ374091(NAD 83)
 AE0660_MARKER: DB = BENCH MARK DISK
 AE0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0660_SP_SET: CURB
 AE0660_STAMPING: G 873 1943
 AE0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0660
 AE0660  HISTORY     - Date     Condition        Report By
 AE0660  HISTORY     - 1943     MONUMENTED       CGS
 AE0660  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0660  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0660  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0660
 AE0660                          STATION DESCRIPTION
 AE0660
 AE0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0660'4.2 MI W FROM SULLIVAN CITY.
 AE0660'BENCH MARK IS ABOUT 4.2 MILES WESTERLY ALONG U.S. HIGHWAY NO. 83 FROM
 AE0660'THE POST OFFICE AT SULLIVAN CITY, AT A SMALL CONCRETE HIGHWAY BRIDGE,
 AE0660'18.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0660'THE HIGHWAY.  IT IS SET HORIZONTALLY IN THE EAST END OF THE SOUTH
 AE0660'CURB, 0.6 FOOT WEST OF THE EAST GARD RAIL POST.
 AE0660
 AE0660                          STATION RECOVERY (1965)
 AE0660
 AE0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0660'MARK NOT FOUND.
 AE0660
 AE0660                          STATION RECOVERY (1981)
 AE0660
 AE0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0660'MARK NOT RECOVERED, BRIDGE HAS BEEN REPLACED.
 AE0660
 AE0660                          STATION RECOVERY (1987)
 AE0660
 AE0660'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1067 ***********************************************************************
 AN1067  DESIGNATION -  G 874
 AN1067  PID         -  AN1067
 AN1067  STATE/COUNTY-  TX/GOLIAD
 AN1067  USGS QUAD   -  FANNIN (1987)
 AN1067
 AN1067                         *CURRENT SURVEY CONTROL
 AN1067  ___________________________________________________________________
 AN1067* NAD 83(1986)-  28 44 09.     (N)    097 13 09.     (W)     SCALED    
 AN1067* NAVD 88     -        39.48   (+/-2cm)     129.5    (feet)  VERTCON   
 AN1067  ___________________________________________________________________
 AN1067  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1067
 AN1067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1067
 AN1067.The horizontal coordinates were scaled from a topographic map and have
 AN1067.an estimated accuracy of +/- 6 seconds.
 AN1067
 AN1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1067.The vertical order pertains to the NGVD 29 superseded value.
 AN1067
 AN1067.The geoid height was determined by GEOID03.
 AN1067
 AN1067;                    North         East    Units  Estimated Accuracy
 AN1067;SPC TXSC     - 4,101,350.      773,940.      MT  (+/- 180 meters Scaled)
 AN1067
 AN1067                          SUPERSEDED SURVEY CONTROL
 AN1067
 AN1067  NGVD 29 (??/??/92)   39.560  (m)          129.79   (f) ADJ UNCH    2 0
 AN1067
 AN1067.Superseded values are not recommended for survey control.
 AN1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1067.See file dsdata.txt to determine how the superseded data were derived.
 AN1067
 AN1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS739800(NAD 83)
 AN1067_MARKER: DB = BENCH MARK DISK
 AN1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1067_STAMPING: G 874 1943
 AN1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1067+STABILITY: SURFACE MOTION
 AN1067
 AN1067  HISTORY     - Date     Condition        Report By
 AN1067  HISTORY     - 1943     MONUMENTED       CGS
 AN1067
 AN1067                          STATION DESCRIPTION
 AN1067
 AN1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1067'3.1 MI N FROM FANNIN.
 AN1067'TO REACH FROM THE ROAD INTERSECTION AT FANNIN, PROCEED 3.1 MILES
 AN1067'NORTHERLY ON A GRADED ROAD LEADING TO SCHROEDER AND SITE OF BENCH
 AN1067'MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF A SMALL REVERSE CURVE,
 AN1067'31.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AN1067'THE ROAD AND 3.5 FEET SOUTH OF A 4X4 INCH WOODEN MARKER POST.
 AN1067'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1068 ***********************************************************************
 AN1068  DESIGNATION -  G 874 RESET 1967
 AN1068  PID         -  AN1068
 AN1068  STATE/COUNTY-  TX/GOLIAD
 AN1068  USGS QUAD   -  FANNIN (1987)
 AN1068
 AN1068                         *CURRENT SURVEY CONTROL
 AN1068  ___________________________________________________________________
 AN1068* NAD 83(1986)-  28 44 09.     (N)    097 13 09.     (W)     SCALED    
 AN1068* NAVD 88     -        39.52   (+/-2cm)     129.7    (feet)  VERTCON   
 AN1068  ___________________________________________________________________
 AN1068  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1068
 AN1068  VERT ORDER  -  THIRD (See Below)
 AN1068
 AN1068.The horizontal coordinates were scaled from a topographic map and have
 AN1068.an estimated accuracy of +/- 6 seconds.
 AN1068
 AN1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1068.The vertical order pertains to the NGVD 29 superseded value.
 AN1068
 AN1068.The geoid height was determined by GEOID03.
 AN1068
 AN1068;                    North         East    Units  Estimated Accuracy
 AN1068;SPC TXSC     - 4,101,350.      773,940.      MT  (+/- 180 meters Scaled)
 AN1068
 AN1068                          SUPERSEDED SURVEY CONTROL
 AN1068
 AN1068  NGVD 29 (01/29/03)   39.60   (m)          129.9    (f) RESET       3  
 AN1068
 AN1068.Superseded values are not recommended for survey control.
 AN1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1068.See file dsdata.txt to determine how the superseded data were derived.
 AN1068
 AN1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS739800(NAD 83)
 AN1068_MARKER: DB = BENCH MARK DISK
 AN1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1068_STAMPING: G 874 RESET 1967
 AN1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1068+STABILITY: SURFACE MOTION
 AN1068
 AN1068  HISTORY     - Date     Condition        Report By
 AN1068  HISTORY     - 1967     MONUMENTED       LOCENG
 AN1068
 AN1068                          STATION DESCRIPTION
 AN1068
 AN1068'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 AN1068'3 MI N FROM FANNIN.
 AN1068'3 MILES NORTH ALONG F.M. HIGHWAY 2987 TOWARD SCHROEDER FROM THE
 AN1068'JUNCTION OF U.S. HIGHWAY 59 AT FANNIN, 280 SOUTH OF A CONCRETE PIPE
 AN1068'CULVERT, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 AN1068'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN
 AN1068'WITNESS POST, 0.4 FOOT BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF
 AN1068'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3595 ***********************************************************************
 AW3595  DESIGNATION -  G 875
 AW3595  PID         -  AW3595
 AW3595  STATE/COUNTY-  TX/HARRIS
 AW3595  USGS QUAD   -  PASADENA (1995)
 AW3595
 AW3595                         *CURRENT SURVEY CONTROL
 AW3595  ___________________________________________________________________
 AW3595* NAD 83(1986)-  29 44 08.     (N)    095 07 55.     (W)     SCALED    
 AW3595* NAVD 88     -         1.45   (+/-2cm)       4.8    (feet)  VERTCON   
 AW3595  ___________________________________________________________________
 AW3595  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3595
 AW3595  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3595
 AW3595.The horizontal coordinates were scaled from a topographic map and have
 AW3595.an estimated accuracy of +/- 6 seconds.
 AW3595
 AW3595.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3595.The vertical order pertains to the NGVD 29 superseded value.
 AW3595
 AW3595.The geoid height was determined by GEOID03.
 AW3595
 AW3595;                    North         East    Units  Estimated Accuracy
 AW3595;SPC TXSC     - 4,217,010.      974,090.      MT  (+/- 180 meters Scaled)
 AW3595
 AW3595                          SUPERSEDED SURVEY CONTROL
 AW3595
 AW3595  NGVD 29 (??/??/92)    1.451  (m)            4.76   (f) ADJ UNCH    1 2
 AW3595
 AW3595.Superseded values are not recommended for survey control.
 AW3595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3595.See file dsdata.txt to determine how the superseded data were derived.
 AW3595
 AW3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN938913(NAD 83)
 AW3595_MARKER: DB = BENCH MARK DISK
 AW3595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3595_STAMPING: G 875 1943
 AW3595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3595+STABILITY: SURFACE MOTION
 AW3595
 AW3595  HISTORY     - Date     Condition        Report By
 AW3595  HISTORY     - 1943     MONUMENTED       CGS
 AW3595  HISTORY     - 1959     GOOD             NGS
 AW3595  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3595
 AW3595                          STATION DESCRIPTION
 AW3595
 AW3595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3595'4.8 MI SW FROM LYNCHBURG.
 AW3595'ABOUT 2.1 MILES SOUTHWEST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3595'FERRY LANDING AT LYNCHBURG, TO THE NORTH MOUTH OF TUCKER BAYOU, OR
 AW3595'ABOUT 6.95 MILES EAST ALONG THE HOUSTON SHIP CHANNEL FROM THE NORTH
 AW3595'ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, THENCE ABOUT 0.15 MILE
 AW3595'NORTHWEST ACROSS THE CHANNEL TO THE NORTHWEST BANK, THENCE ABOUT 2.55
 AW3595'MILES SOUTHWEST ALONG THE NORTHWEST BANK OF THE CHANNEL, 100 FEET
 AW3595'SOUTH OF A DIRT DIKE, 31 FEET NORTH OF THE HIGH WATER LINE, 3 FEET
 AW3595'SOUTH OF A 3 X 6-INCH WOODEN POST PROJECTING 7 FEET, AND IN THE TOP OF
 AW3595'A CONCRETE POST PROJECTING 5 INCHES.
 AW3595
 AW3595                          STATION RECOVERY (1964)
 AW3595
 AW3595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1596 ***********************************************************************
 AN1596  DESIGNATION -  G 876
 AN1596  PID         -  AN1596
 AN1596  STATE/COUNTY-  TX/KARNES
 AN1596  USGS QUAD   -  KENEDY (1987)
 AN1596
 AN1596                         *CURRENT SURVEY CONTROL
 AN1596  ___________________________________________________________________
 AN1596* NAD 83(1986)-  28 48 10.     (N)    097 51 04.     (W)     SCALED    
 AN1596* NAVD 88     -        94.59   (+/-2cm)     310.3    (feet)  VERTCON   
 AN1596  ___________________________________________________________________
 AN1596  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN1596
 AN1596  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1596
 AN1596.The horizontal coordinates were scaled from a topographic map and have
 AN1596.an estimated accuracy of +/- 6 seconds.
 AN1596
 AN1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1596.The vertical order pertains to the NGVD 29 superseded value.
 AN1596
 AN1596.The geoid height was determined by GEOID03.
 AN1596
 AN1596;                    North         East    Units  Estimated Accuracy
 AN1596;SPC TXSC     - 4,107,990.      712,150.      MT  (+/- 180 meters Scaled)
 AN1596
 AN1596                          SUPERSEDED SURVEY CONTROL
 AN1596
 AN1596  NGVD 29 (??/??/92)   94.564  (m)          310.25   (f) ADJ UNCH    1 2
 AN1596
 AN1596.Superseded values are not recommended for survey control.
 AN1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1596.See file dsdata.txt to determine how the superseded data were derived.
 AN1596
 AN1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS121866(NAD 83)
 AN1596_MARKER: DB = BENCH MARK DISK
 AN1596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1596_SP_SET: CULVERT
 AN1596_STAMPING: G 876 1943
 AN1596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1596
 AN1596  HISTORY     - Date     Condition        Report By
 AN1596  HISTORY     - 1943     MONUMENTED       CGS
 AN1596  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1596
 AN1596                          STATION DESCRIPTION
 AN1596
 AN1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1596'1.2 MI S FROM KENEDY.
 AN1596'1.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1596'KENEDY, KARNES COUNTY, 1/4 MILE SOUTH OF MILEPOST 62, OPPOSITE TRESTLE
 AN1596'62.23, 95 FEET EAST OF THE CENTERLINE OF THE TRACK, AT A 4- BY 4-FOOT
 AN1596'CONCRETE CULVERT UNDER U.S. HIGHWAY 181, IN THE TOP OF THE NORTH END
 AN1596'OF THE EAST HEADWALL, 14.9 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 AN1596'AND 0.5 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK.
 AN1596
 AN1596                          STATION RECOVERY (1981)
 AN1596
 AN1596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1596'SEARCHED FOR, NOT RECOVERED.  NEW HEADWALL AND HIGHWAY CONSTRUCTION
 AN1596'EVIDENT IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1948 ***********************************************************************
 AN1948  DESIGNATION -  G 876 RESET 1962
 AN1948  PID         -  AN1948
 AN1948  STATE/COUNTY-  TX/KARNES
 AN1948  USGS QUAD   -  KENEDY (1987)
 AN1948
 AN1948                         *CURRENT SURVEY CONTROL
 AN1948  ___________________________________________________________________
 AN1948* NAD 83(1986)-  28 48 10.     (N)    097 51 04.     (W)     SCALED    
 AN1948* NAVD 88     -        94.684  (meters)     310.64   (feet)  ADJUSTED  
 AN1948  ___________________________________________________________________
 AN1948  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN1948  DYNAMIC HT  -          94.545 (meters)     310.19  (feet)  COMP
 AN1948  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 AN1948
 AN1948  VERT ORDER  -  FIRST     CLASS II
 AN1948
 AN1948.The horizontal coordinates were scaled from a topographic map and have
 AN1948.an estimated accuracy of +/- 6 seconds.
 AN1948
 AN1948.The orthometric height was determined by differential leveling
 AN1948.and adjusted by the National Geodetic Survey in June 1991..
 AN1948
 AN1948.The geoid height was determined by GEOID03.
 AN1948
 AN1948.The dynamic height is computed by dividing the NAVD 88
 AN1948.geopotential number by the normal gravity value computed on the
 AN1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1948.degrees latitude (g = 980.6199 gals.).
 AN1948
 AN1948.The modeled gravity was interpolated from observed gravity values.
 AN1948
 AN1948;                    North         East    Units  Estimated Accuracy
 AN1948;SPC TXSC     - 4,107,990.      712,150.      MT  (+/- 180 meters Scaled)
 AN1948
 AN1948                          SUPERSEDED SURVEY CONTROL
 AN1948
 AN1948.No superseded survey control is available for this station.
 AN1948
 AN1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS121866(NAD 83)
 AN1948_MARKER: DB = BENCH MARK DISK
 AN1948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN1948_SP_SET: HEADWALL
 AN1948_STAMPING: G 876 RESET 1962
 AN1948_MARK LOGO: CGS   
 AN1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1948+STABILITY: SURFACE MOTION
 AN1948
 AN1948  HISTORY     - Date     Condition        Report By
 AN1948  HISTORY     - 1962     MONUMENTED       CGS
 AN1948  HISTORY     - 1981     GOOD             NGS
 AN1948  HISTORY     - 1987     GOOD             USPSQD
 AN1948
 AN1948                          STATION DESCRIPTION
 AN1948
 AN1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1948'1.8 KM (1.1 MI) SOUTH FROM KENEDY.
 AN1948'1.8 KM (1.1 MI) SOUTH ALONG U.S. HIGHWAY 181 BUSINESS FROM THE POST
 AN1948'OFFICE IN KENEDY, 0.2 KM (0.1 MI) SOUTH OF THE JUNCTION OF FARM ROAD
 AN1948'1145, IN TOP OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE BOX
 AN1948'CULVERT UNDER THE HIGHWAY, 27.4 METERS (90.0 FT) EAST OF THE EAST RAIL
 AN1948'OF THE SOUTHERN PACIFIC RAILROAD, 6.7 METERS (22.0 FT) EAST OF THE
 AN1948'CENTERLINE OF THE HIGHWAY.
 AN1948'THE MARK IS 0.15 M BELOW THE HIGHWAY.
 AN1948
 AN1948                          STATION RECOVERY (1987)
 AN1948
 AN1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1698 ***********************************************************************
 AN1698  DESIGNATION -  G 877
 AN1698  PID         -  AN1698
 AN1698  STATE/COUNTY-  TX/KARNES
 AN1698  USGS QUAD   -  KENEDY (1987)
 AN1698
 AN1698                         *CURRENT SURVEY CONTROL
 AN1698  ___________________________________________________________________
 AN1698* NAD 83(1986)-  28 47 04.     (N)    097 45 45.     (W)     SCALED    
 AN1698* NAVD 88     -        84.46   (+/-2cm)     277.1    (feet)  VERTCON   
 AN1698  ___________________________________________________________________
 AN1698  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN1698
 AN1698  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1698
 AN1698.The horizontal coordinates were scaled from a topographic map and have
 AN1698.an estimated accuracy of +/- 6 seconds.
 AN1698
 AN1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1698.The vertical order pertains to the NGVD 29 superseded value.
 AN1698
 AN1698.The geoid height was determined by GEOID03.
 AN1698
 AN1698;                    North         East    Units  Estimated Accuracy
 AN1698;SPC TXSC     - 4,106,050.      720,820.      MT  (+/- 180 meters Scaled)
 AN1698
 AN1698                          SUPERSEDED SURVEY CONTROL
 AN1698
 AN1698  NGVD 29 (??/??/92)   84.442  (m)          277.04   (f) ADJ UNCH    2 0
 AN1698
 AN1698.Superseded values are not recommended for survey control.
 AN1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1698.See file dsdata.txt to determine how the superseded data were derived.
 AN1698
 AN1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS207847(NAD 83)
 AN1698_MARKER: DB = BENCH MARK DISK
 AN1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1698_STAMPING: G 877 1943
 AN1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1698+STABILITY: SURFACE MOTION
 AN1698
 AN1698  HISTORY     - Date     Condition        Report By
 AN1698  HISTORY     - 1943     MONUMENTED       CGS
 AN1698  HISTORY     - 20060215 GOOD             USPSQD
 AN1698
 AN1698                          STATION DESCRIPTION
 AN1698
 AN1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1698'6.4 MI SE FROM KENEDY.
 AN1698'TO REACH FROM THE FIRST NICHOLS NATIONAL BANK AT KENEDY, PROCEED 2.25
 AN1698'MILES EASTERLY ALONG STATE HIGHWAY NO.72 TO THE JUNCTION OF STATE
 AN1698'HIGHWAY NO.239, THENCE 4.15 MILES SOUTHEASTERLY ALONG STATE HIGHWAY
 AN1698'NO.239 TO SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE SOUTHEAST OF THE
 AN1698'INTERSECTION OF A DIRT CROSS ROAD.  IT IS 52.4 FEET SOUTHWEST OF AND
 AN1698'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY AND 2.5 FEET
 AN1698'NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AN1698'0.4 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 1.95 MILES NORTHWEST OF THE
 AN1698'SCHOOL BUILDING AT CHOATE.
 AN1698
 AN1698                          STATION RECOVERY (2006)
 AN1698
 AN1698'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1698'BEHIND MARKER POST ON METAL POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1798 ***********************************************************************
 AN1798  DESIGNATION -  G 879
 AN1798  PID         -  AN1798
 AN1798  STATE/COUNTY-  TX/GOLIAD
 AN1798  USGS QUAD   -  CHARCO (1987)
 AN1798
 AN1798                         *CURRENT SURVEY CONTROL
 AN1798  ___________________________________________________________________
 AN1798* NAD 83(1986)-  28 41 25.     (N)    097 32 25.     (W)     SCALED    
 AN1798* NAVD 88     -        57.73   (+/-2cm)     189.4    (feet)  VERTCON   
 AN1798  ___________________________________________________________________
 AN1798  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN1798
 AN1798  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1798
 AN1798.The horizontal coordinates were scaled from a topographic map and have
 AN1798.an estimated accuracy of +/- 6 seconds.
 AN1798
 AN1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1798.The vertical order pertains to the NGVD 29 superseded value.
 AN1798
 AN1798.The geoid height was determined by GEOID03.
 AN1798
 AN1798;                    North         East    Units  Estimated Accuracy
 AN1798;SPC TXSC     - 4,095,860.      742,640.      MT  (+/- 180 meters Scaled)
 AN1798
 AN1798                          SUPERSEDED SURVEY CONTROL
 AN1798
 AN1798  NGVD 29 (??/??/92)   57.764  (m)          189.51   (f) ADJ UNCH    2 0
 AN1798
 AN1798.Superseded values are not recommended for survey control.
 AN1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1798.See file dsdata.txt to determine how the superseded data were derived.
 AN1798
 AN1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS426745(NAD 83)
 AN1798_MARKER: DB = BENCH MARK DISK
 AN1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1798_STAMPING: G 879 1943
 AN1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1798+STABILITY: SURFACE MOTION
 AN1798
 AN1798  HISTORY     - Date     Condition        Report By
 AN1798  HISTORY     - 1943     MONUMENTED       CGS
 AN1798  HISTORY     - 1963     GOOD             USGS
 AN1798
 AN1798                          STATION DESCRIPTION
 AN1798
 AN1798'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1798'3.2 MI S FROM RIVERDALE.
 AN1798'1.4 MILES NORTH ALONG A DIRT ROAD FROM A BRIDGE CROSSING THE SAN
 AN1798'ANTONIO RIVER AT THE FORMER RIVERDALE COMMUNITY, GOLIAD COUNTY, 1.8
 AN1798'MILES S. OF THE JUNCTION OF STATE HIGHWAY 239 AND FARM TO MARKET ROAD
 AN1798'2043 AT ANGEL CITY, 317 YARDS SOUTH OF THE JUNCTION OF TWO DIRT ROADS
 AN1798'WITH THE NORTH END OF A CURVE IN FARM-TO-MARKET ROAD 2043, 29.3 FEET
 AN1798'WEST OF THE CENTER LINE OF THE (NO THRU TRAFFIC) NORTH-SOUTH DIRT
 AN1798'ROAD, 248 FEET NORTH EAST OF A NORTHWEST-SOUTHEAST DIRT ROAD, 270
 AN1798'YARDS DUE EAST OF DIRT CROSS ROADS AT A WIND MILL, 8.6 FEET NORTH OF A
 AN1798'1.5 FOOT MESQUITE TREE, AND ABOUT TWO FEET HIGHER THAN THE ROAD.  A
 AN1798'STANDARD DISC SET IN THE TOP OF A CONCRETE POST PROJECTION 0.5 FOOT
 AN1798'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1273 ***********************************************************************
 BL1273  DESIGNATION -  G 88
 BL1273  PID         -  BL1273
 BL1273  STATE/COUNTY-  TX/MONTGOMERY
 BL1273  USGS QUAD   -  WILLIS (1997)
 BL1273
 BL1273                         *CURRENT SURVEY CONTROL
 BL1273  ___________________________________________________________________
 BL1273* NAD 83(1986)-  30 25 26.     (N)    095 28 42.     (W)     SCALED    
 BL1273* NAVD 88     -       115.61   (+/-2cm)     379.3    (feet)  VERTCON   
 BL1273  ___________________________________________________________________
 BL1273  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1273
 BL1273  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1273
 BL1273.The horizontal coordinates were scaled from a topographic map and have
 BL1273.an estimated accuracy of +/- 6 seconds.
 BL1273
 BL1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1273.The vertical order pertains to the NGVD 29 superseded value.
 BL1273
 BL1273.The geoid height was determined by GEOID03.
 BL1273
 BL1273;                    North         East    Units  Estimated Accuracy
 BL1273;SPC TX C     - 3,094,120.    1,166,260.      MT  (+/- 180 meters Scaled)
 BL1273
 BL1273                          SUPERSEDED SURVEY CONTROL
 BL1273
 BL1273  NGVD 29 (??/??/92)  115.613  (m)          379.31   (f) ADJ UNCH    1 1
 BL1273
 BL1273.Superseded values are not recommended for survey control.
 BL1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1273.See file dsdata.txt to determine how the superseded data were derived.
 BL1273
 BL1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP619683(NAD 83)
 BL1273_MARKER: DB = BENCH MARK DISK
 BL1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1273_STAMPING: G 88 1932 379.809
 BL1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1273+STABILITY: SURFACE MOTION
 BL1273
 BL1273  HISTORY     - Date     Condition        Report By
 BL1273  HISTORY     - 1932     MONUMENTED       CGS
 BL1273  HISTORY     - 1973     GOOD             NGS
 BL1273  HISTORY     - 1978     GOOD             NGS
 BL1273  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1273  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL1273
 BL1273                          STATION DESCRIPTION
 BL1273
 BL1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1273'IN WILLIS.
 BL1273'ABOUT 0.1 MILE SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1273'AT WILLIS, ABOUT 42.4 FEET EAST OF THE CENTER LINE OF BELL ST., 36.9
 BL1273'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 5 FEET NORTH OF A
 BL1273'TELEPHONE POLE, 2.4 FEET EAST OF A FENCE, 1 FOOT EAST OF A METAL
 BL1273'WITNESS POST, ABOUT LEVEL WITH THE RAIL, AND SET IN THE TOP OF A
 BL1273'CONCRETE POST FLUSH WITH THE GROUND.
 BL1273
 BL1273                          STATION RECOVERY (1978)
 BL1273
 BL1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1273'LEANING, BUT SOLID.
 BL1273
 BL1273                          STATION RECOVERY (1987)
 BL1273
 BL1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1273'THE OLD BUILDING HAS BEEN REMOVED AND THERE IS NEW CONSTRUCTION AT
 BL1273'THIS LOCATION.
 BL1273
 BL1273                          STATION RECOVERY (1990)
 BL1273
 BL1273'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1731 ***********************************************************************
 AN1731  DESIGNATION -  G 880
 AN1731  PID         -  AN1731
 AN1731  STATE/COUNTY-  TX/KARNES
 AN1731  USGS QUAD   -  CHOATE (1987)
 AN1731
 AN1731                         *CURRENT SURVEY CONTROL
 AN1731  ___________________________________________________________________
 AN1731* NAD 83(1986)-  28 47 38.     (N)    097 38 15.     (W)     SCALED    
 AN1731* NAVD 88     -        76.27   (+/-2cm)     250.2    (feet)  VERTCON   
 AN1731  ___________________________________________________________________
 AN1731  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN1731
 AN1731  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1731
 AN1731.The horizontal coordinates were scaled from a topographic map and have
 AN1731.an estimated accuracy of +/- 6 seconds.
 AN1731
 AN1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1731.The vertical order pertains to the NGVD 29 superseded value.
 AN1731
 AN1731.The geoid height was determined by GEOID03.
 AN1731
 AN1731;                    North         East    Units  Estimated Accuracy
 AN1731;SPC TXSC     - 4,107,230.      733,010.      MT  (+/- 180 meters Scaled)
 AN1731
 AN1731                          SUPERSEDED SURVEY CONTROL
 AN1731
 AN1731  NGVD 29 (??/??/92)   76.270  (m)          250.23   (f) ADJ UNCH    2 0
 AN1731
 AN1731.Superseded values are not recommended for survey control.
 AN1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1731.See file dsdata.txt to determine how the superseded data were derived.
 AN1731
 AN1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS329859(NAD 83)
 AN1731_MARKER: DB = BENCH MARK DISK
 AN1731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1731_SP_SET: ABUTMENT
 AN1731_STAMPING: G 880 1943
 AN1731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1731
 AN1731  HISTORY     - Date     Condition        Report By
 AN1731  HISTORY     - 1943     MONUMENTED       CGS
 AN1731  HISTORY     - 20060215 GOOD             USPSQD
 AN1731
 AN1731                          STATION DESCRIPTION
 AN1731
 AN1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1731'3.65 MI NW FROM CHARCO.
 AN1731'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 3.65 MILES
 AN1731'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO A CONCRETE BRIDGE AND SITE
 AN1731'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AN1731'SOUTHWEST END OF THE NORTHWEST ABUTMENT OF AN 85.0 FOOT CONCRETE
 AN1731'BRIDGE OVER A CREEK.  IT IS 12.6 FEET SOUTHWEST OF AND ABOUT THE SAME
 AN1731'ELEVATION AS THE CENTERLINE OF THE ROAD.
 AN1731
 AN1731                          STATION RECOVERY (2006)
 AN1731
 AN1731'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0943 ***********************************************************************
 BL0943  DESIGNATION -  G 882
 BL0943  PID         -  BL0943
 BL0943  STATE/COUNTY-  TX/POLK
 BL0943  USGS QUAD   -  ONALASKA (1972)
 BL0943
 BL0943                         *CURRENT SURVEY CONTROL
 BL0943  ___________________________________________________________________
 BL0943* NAD 83(1986)-  30 51 07.     (N)    095 01 15.     (W)     SCALED    
 BL0943* NAVD 88     -        85.37   (+/-2cm)     280.1    (feet)  VERTCON   
 BL0943  ___________________________________________________________________
 BL0943  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL0943
 BL0943  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0943
 BL0943.The horizontal coordinates were scaled from a topographic map and have
 BL0943.an estimated accuracy of +/- 6 seconds.
 BL0943
 BL0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0943.The vertical order pertains to the NGVD 29 superseded value.
 BL0943
 BL0943.The geoid height was determined by GEOID03.
 BL0943
 BL0943;                    North         East    Units  Estimated Accuracy
 BL0943;SPC TX C     - 3,143,520.    1,207,900.      MT  (+/- 180 meters Scaled)
 BL0943
 BL0943                          SUPERSEDED SURVEY CONTROL
 BL0943
 BL0943  NGVD 29 (??/??/92)   85.380  (m)          280.12   (f) ADJ UNCH    2 0
 BL0943
 BL0943.Superseded values are not recommended for survey control.
 BL0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0943.See file dsdata.txt to determine how the superseded data were derived.
 BL0943
 BL0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ067149(NAD 83)
 BL0943_MARKER: DB = BENCH MARK DISK
 BL0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0943_STAMPING: G 882 1947
 BL0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0943+STABILITY: SURFACE MOTION
 BL0943
 BL0943  HISTORY     - Date     Condition        Report By
 BL0943  HISTORY     - 1947     MONUMENTED       CGS
 BL0943  HISTORY     - 1960     POOR             USGS
 BL0943
 BL0943                          STATION DESCRIPTION
 BL0943
 BL0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0943'10.8 MI W FROM LEGGETT.
 BL0943'10.8 MILES WEST ALONG THE LEGGETT-ONALASKA ROAD FROM THE TEXAS AND NEW
 BL0943'ORLEANS RAILWAY STATION AT LEGGETT, 0.8 MILE EAST OF BENCH MARK H 882,
 BL0943'AT A JUNCTION WITH A PRIVATE ROAD LEADING EAST, 78.0 FEET NORTH OF A
 BL0943'POINT IN LINE WITH A POWER LINE, 61.0 FEET NORTH OF THE CENTER LINE OF
 BL0943'THE PRIVATE ROAD, 37.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BL0943'LEGGETT-ONALASKA ROAD, 9.0 FEET SOUTHWEST OF A 14 INCH PINE TREE, 1.5
 BL0943'FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0943'AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL0943
 BL0943                          STATION RECOVERY (1960)
 BL0943
 BL0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0943'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0922 ***********************************************************************
 BL0922  DESIGNATION -  G 883
 BL0922  PID         -  BL0922
 BL0922  STATE/COUNTY-  TX/TRINITY
 BL0922  USGS QUAD   -  CHITA (1972)
 BL0922
 BL0922                         *CURRENT SURVEY CONTROL
 BL0922  ___________________________________________________________________
 BL0922* NAD 83(1986)-  30 56 12.     (N)    095 08 16.     (W)     SCALED    
 BL0922* NAVD 88     -        71.51   (+/-2cm)     234.6    (feet)  VERTCON   
 BL0922  ___________________________________________________________________
 BL0922  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL0922
 BL0922  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0922
 BL0922.The horizontal coordinates were scaled from a topographic map and have
 BL0922.an estimated accuracy of +/- 6 seconds.
 BL0922
 BL0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0922.The vertical order pertains to the NGVD 29 superseded value.
 BL0922
 BL0922.The geoid height was determined by GEOID03.
 BL0922
 BL0922;                    North         East    Units  Estimated Accuracy
 BL0922;SPC TX C     - 3,152,380.    1,196,290.      MT  (+/- 180 meters Scaled)
 BL0922
 BL0922                          SUPERSEDED SURVEY CONTROL
 BL0922
 BL0922  NGVD 29 (??/??/92)   71.521  (m)          234.65   (f) ADJ UNCH    2 0
 BL0922
 BL0922.Superseded values are not recommended for survey control.
 BL0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0922.See file dsdata.txt to determine how the superseded data were derived.
 BL0922
 BL0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ957245(NAD 83)
 BL0922_MARKER: DB = BENCH MARK DISK
 BL0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0922_STAMPING: G 883 1947
 BL0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0922+STABILITY: SURFACE MOTION
 BL0922
 BL0922  HISTORY     - Date     Condition        Report By
 BL0922  HISTORY     - 1947     MONUMENTED       CGS
 BL0922
 BL0922                          STATION DESCRIPTION
 BL0922
 BL0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0922'10.8 MI NE FROM ONALASKA.
 BL0922'0.6 MILE EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0922'ONALASKA, THENCE 10.2 MILES NORTH ALONG A GRADED DIRT ROAD, 57.0 FEET
 BL0922'NORTHWEST OF A 14 INCH PINE TREE WITH A TRIANGLE BLAZE, 53.0 FEET
 BL0922'NORTHEAST OF THE CENTER LINE OF THE ROAD, 13.0 FEET WEST OF A 12 INCH
 BL0922'PINE TREE WITH A TRIANGLE BLAZE, 1.9 FEET SOUTHWEST OF A REFERENCE
 BL0922'POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE
 BL0922'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0812 ***********************************************************************
 BY0812  DESIGNATION -  G 884
 BY0812  PID         -  BY0812
 BY0812  STATE/COUNTY-  TX/POLK
 BY0812  USGS QUAD   -  TREVAT (1980)
 BY0812
 BY0812                         *CURRENT SURVEY CONTROL
 BY0812  ___________________________________________________________________
 BY0812* NAD 83(1986)-  31 00 21.     (N)    094 58 58.     (W)     SCALED    
 BY0812* NAVD 88     -        82.70   (+/-2cm)     271.3    (feet)  VERTCON   
 BY0812  ___________________________________________________________________
 BY0812  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BY0812
 BY0812  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0812
 BY0812.The horizontal coordinates were scaled from a topographic map and have
 BY0812.an estimated accuracy of +/- 6 seconds.
 BY0812
 BY0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0812.The vertical order pertains to the NGVD 29 superseded value.
 BY0812
 BY0812.The geoid height was determined by GEOID03.
 BY0812
 BY0812;                    North         East    Units  Estimated Accuracy
 BY0812;SPC TX C     - 3,160,740.    1,210,710.      MT  (+/- 180 meters Scaled)
 BY0812
 BY0812                          SUPERSEDED SURVEY CONTROL
 BY0812
 BY0812  NGVD 29 (??/??/92)   82.712  (m)          271.36   (f) ADJ UNCH    2 0
 BY0812
 BY0812.Superseded values are not recommended for survey control.
 BY0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0812.See file dsdata.txt to determine how the superseded data were derived.
 BY0812
 BY0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ107319(NAD 83)
 BY0812_MARKER: DB = BENCH MARK DISK
 BY0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0812_STAMPING: G 884 1947
 BY0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0812+STABILITY: SURFACE MOTION
 BY0812
 BY0812  HISTORY     - Date     Condition        Report By
 BY0812  HISTORY     - 1947     MONUMENTED       CGS
 BY0812
 BY0812                          STATION DESCRIPTION
 BY0812
 BY0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0812'2.8 MI W FROM CARMONA.
 BY0812'0.7 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0812'CARMONA, THENCE 2.1 MILES WEST ALONG U. S. HIGHWAY 287, APPROXIMATELY
 BY0812'137 YARDS EAST OF A POLK-TRINITY COUNTY LINE MARKER POST, 44.0 FEET
 BY0812'NORTH OF THE CENTER LINE OF THE HIGHWAY, 36.9 FEET SOUTHWEST OF A 14
 BY0812'INCH OAK TREE WITH A TRIANGLE BLAZE, 10.0 FEET EAST OF A POWER POLE
 BY0812'(NUMBER 880) AND IN LINE WITH THE ROW OF POLES, 3.0 FEET WEST OF A
 BY0812'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3
 BY0812'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0910 ***********************************************************************
 BL0910  DESIGNATION -  G 885
 BL0910  PID         -  BL0910
 BL0910  STATE/COUNTY-  TX/TRINITY
 BL0910  USGS QUAD   -  CHITA (1972)
 BL0910
 BL0910                         *CURRENT SURVEY CONTROL
 BL0910  ___________________________________________________________________
 BL0910* NAD 83(1986)-  30 54 52.     (N)    095 14 36.     (W)     SCALED    
 BL0910* NAVD 88     -        53.88   (+/-2cm)     176.8    (feet)  VERTCON   
 BL0910  ___________________________________________________________________
 BL0910  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL0910
 BL0910  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0910
 BL0910.The horizontal coordinates were scaled from a topographic map and have
 BL0910.an estimated accuracy of +/- 6 seconds.
 BL0910
 BL0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0910.The vertical order pertains to the NGVD 29 superseded value.
 BL0910
 BL0910.The geoid height was determined by GEOID03.
 BL0910
 BL0910;                    North         East    Units  Estimated Accuracy
 BL0910;SPC TX C     - 3,149,450.    1,186,320.      MT  (+/- 180 meters Scaled)
 BL0910
 BL0910                          SUPERSEDED SURVEY CONTROL
 BL0910
 BL0910  NGVD 29 (??/??/92)   53.895  (m)          176.82   (f) ADJ UNCH    2 0
 BL0910
 BL0910.Superseded values are not recommended for survey control.
 BL0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0910.See file dsdata.txt to determine how the superseded data were derived.
 BL0910
 BL0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ856222(NAD 83)
 BL0910_MARKER: DB = BENCH MARK DISK
 BL0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0910_STAMPING: G 885 1947
 BL0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0910+STABILITY: SURFACE MOTION
 BL0910
 BL0910  HISTORY     - Date     Condition        Report By
 BL0910  HISTORY     - 1947     MONUMENTED       CGS
 BL0910  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0910
 BL0910                          STATION DESCRIPTION
 BL0910
 BL0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0910'2.55 MI SW FROM CHITA.
 BL0910'2.55 MILES SOUTHWEST ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE CHITA
 BL0910'BAPTIST CHURCH AT CHITA, ON THE OUTSIDE OF A CURVE, 46.0 FEET
 BL0910'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 24.9 FEET SOUTHWEST OF A 14
 BL0910'INCH PINE TREE WITH A TRIANGULAR BLAZE, 20.0 FEET NORTHEAST OF A 11
 BL0910'INCH OAK TREE WITH A TRIANGULAR BLAZE, 12.3 FEET SOUTHEAST OF A
 BL0910'TELEPHONE POLE, 1.6 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP
 BL0910'OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BL0910
 BL0910                          STATION RECOVERY (1996)
 BL0910
 BL0910'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0792 ***********************************************************************
 AN0792  DESIGNATION -  G 886
 AN0792  PID         -  AN0792
 AN0792  STATE/COUNTY-  TX/VICTORIA
 AN0792  USGS QUAD   -  INEZ NW (1995)
 AN0792
 AN0792                         *CURRENT SURVEY CONTROL
 AN0792  ___________________________________________________________________
 AN0792* NAD 83(1986)-  28 58 18.     (N)    096 54 18.     (W)     SCALED    
 AN0792* NAVD 88     -        35.55   (+/-2cm)     116.6    (feet)  VERTCON   
 AN0792  ___________________________________________________________________
 AN0792  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0792
 AN0792  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0792
 AN0792.The horizontal coordinates were scaled from a topographic map and have
 AN0792.an estimated accuracy of +/- 6 seconds.
 AN0792
 AN0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0792.The vertical order pertains to the NGVD 29 superseded value.
 AN0792
 AN0792.The geoid height was determined by GEOID03.
 AN0792
 AN0792;                    North         East    Units  Estimated Accuracy
 AN0792;SPC TXSC     - 4,127,990.      804,160.      MT  (+/- 180 meters Scaled)
 AN0792
 AN0792                          SUPERSEDED SURVEY CONTROL
 AN0792
 AN0792  NGVD 29 (??/??/92)   35.595  (m)          116.78   (f) ADJ UNCH    2 0
 AN0792
 AN0792.Superseded values are not recommended for survey control.
 AN0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0792.See file dsdata.txt to determine how the superseded data were derived.
 AN0792
 AN0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT041066(NAD 83)
 AN0792_MARKER: DB = BENCH MARK DISK
 AN0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0792_STAMPING: G 886 1943
 AN0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0792+STABILITY: SURFACE MOTION
 AN0792
 AN0792  HISTORY     - Date     Condition        Report By
 AN0792  HISTORY     - 1943     MONUMENTED       CGS
 AN0792
 AN0792                          STATION DESCRIPTION
 AN0792
 AN0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0792'14.1 MI NE FROM VICTORIA.
 AN0792'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 295 AND U. S.
 AN0792'HIGHWAY NO. 59 AT VICTORIA-- PROCEED 2.75 MILES NORTHERLY ALONG STATE
 AN0792'HIGHWAY NO. 295 TO A DIRT SIDE ROAD INTERSECTION LEADING NORTHEAST,
 AN0792'THENCE 11.35 MILES NORTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AN0792'ABOUT 0.4 MILE SOUTHWEST OF A SIDE ROAD INTERSECTION LEADING SOUTHEAST
 AN0792'TO INEZ, AND 32.5 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS
 AN0792'THE CENTERLINE OF ROAD.  IT IS 1.4 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 AN0792'FENCE, AND 3.0 FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST.
 AN0792'MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1138 ***********************************************************************
 AN1138  DESIGNATION -  G 888
 AN1138  PID         -  AN1138
 AN1138  STATE/COUNTY-  TX/DE WITT
 AN1138  USGS QUAD   -  MISSION VALLEY (1987)
 AN1138
 AN1138                         *CURRENT SURVEY CONTROL
 AN1138  ___________________________________________________________________
 AN1138* NAD 83(1986)-  28 59 04.     (N)    097 09 10.     (W)     SCALED    
 AN1138* NAVD 88     -        39.84   (+/-2cm)     130.7    (feet)  VERTCON   
 AN1138  ___________________________________________________________________
 AN1138  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1138
 AN1138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1138
 AN1138.The horizontal coordinates were scaled from a topographic map and have
 AN1138.an estimated accuracy of +/- 6 seconds.
 AN1138
 AN1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1138.The vertical order pertains to the NGVD 29 superseded value.
 AN1138
 AN1138.The geoid height was determined by GEOID03.
 AN1138
 AN1138;                    North         East    Units  Estimated Accuracy
 AN1138;SPC TXSC     - 4,129,000.      779,990.      MT  (+/- 180 meters Scaled)
 AN1138
 AN1138                          SUPERSEDED SURVEY CONTROL
 AN1138
 AN1138  NGVD 29 (??/??/92)   39.879  (m)          130.84   (f) ADJ UNCH    2 0
 AN1138
 AN1138.Superseded values are not recommended for survey control.
 AN1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1138.See file dsdata.txt to determine how the superseded data were derived.
 AN1138
 AN1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT799076(NAD 83)
 AN1138_MARKER: DB = BENCH MARK DISK
 AN1138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1138_SP_SET: BRIDGE
 AN1138_STAMPING: G 888 1943
 AN1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1138
 AN1138  HISTORY     - Date     Condition        Report By
 AN1138  HISTORY     - 1943     MONUMENTED       CGS
 AN1138
 AN1138                          STATION DESCRIPTION
 AN1138
 AN1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1138'0.9 MI SE FROM THOMASTON.
 AN1138'TO REACH FROM THE RAILROAD STATION AT THOMASTON-- PROCEED 0.9 MILE
 AN1138'SOUTHEASTERLY ALONG U. S. HIGHWAY NO.87 TO A DIRT ROAD INTERSECTION
 AN1138'LEADING SOUTHWEST AND TO SITE OF BENCH MARK.  BENCH MARK IS 42.0 FEET
 AN1138'SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 13.0 FEET NORTHWEST OF AND
 AN1138'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF A DIRT ROAD, AND SET
 AN1138'HORIZONTALLY IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A STONE
 AN1138'CULVERT UNDER THE ROAD.  BENCH MARK IS ALSO 0.1 MILE NORTHWEST OF A
 AN1138'CONCRETE HIGHWAY BRIDGE OVER PRICES CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1139 ***********************************************************************
 AN1139  DESIGNATION -  G 888 RESET 1961
 AN1139  PID         -  AN1139
 AN1139  STATE/COUNTY-  TX/DE WITT
 AN1139  USGS QUAD   -  MISSION VALLEY (1987)
 AN1139
 AN1139                         *CURRENT SURVEY CONTROL
 AN1139  ___________________________________________________________________
 AN1139* NAD 83(1986)-  28 59 04.     (N)    097 09 10.     (W)     SCALED    
 AN1139* NAVD 88     -        40.15   (+/-2cm)     131.7    (feet)  VERTCON   
 AN1139  ___________________________________________________________________
 AN1139  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1139
 AN1139  VERT ORDER  -  THIRD (See Below)
 AN1139
 AN1139.The horizontal coordinates were scaled from a topographic map and have
 AN1139.an estimated accuracy of +/- 6 seconds.
 AN1139
 AN1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1139.The vertical order pertains to the NGVD 29 superseded value.
 AN1139
 AN1139.The geoid height was determined by GEOID03.
 AN1139
 AN1139;                    North         East    Units  Estimated Accuracy
 AN1139;SPC TXSC     - 4,129,000.      779,990.      MT  (+/- 180 meters Scaled)
 AN1139
 AN1139                          SUPERSEDED SURVEY CONTROL
 AN1139
 AN1139  NGVD 29 (01/29/03)   40.19   (m)          131.9    (f) RESET       3  
 AN1139
 AN1139.Superseded values are not recommended for survey control.
 AN1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1139.See file dsdata.txt to determine how the superseded data were derived.
 AN1139
 AN1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT799076(NAD 83)
 AN1139_MARKER: DB = BENCH MARK DISK
 AN1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1139_STAMPING: G 888 RESET 1961
 AN1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1139+STABILITY: SURFACE MOTION
 AN1139
 AN1139  HISTORY     - Date     Condition        Report By
 AN1139  HISTORY     - 1961     MONUMENTED       TXHD
 AN1139  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AN1139
 AN1139                          STATION DESCRIPTION
 AN1139
 AN1139'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN1139'0.9 MI SE FROM THOMASTON.
 AN1139'THIS MARK IS LOCATED 0.9 MILE SOUTHEAST FROM THE SOUTHERN PACIFIC CO.
 AN1139'RAILROAD STATION AT THOMASTON, 88 FEET NORTHWEST OF THE NORTH END OF
 AN1139'PRICES CREEK BRIDGE, 81 FEET NORTHWEST OF THE NORTH END OF A COUNTY
 AN1139'ROAD STRUCTURE (36 X 86 FT.-0 IN. CGM PIPE), IMBEDDED IN 6 INCH ROUND
 AN1139'CONCRETE CYLINDER, LOCATED ON THE WEST HIGHWAY RIGHT-OF-WAY LINE AND
 AN1139'234 FEET SOUTHWEST OF THE U.S. 87 CENTERLINE STATION 606+50.
 AN1139
 AN1139                          STATION RECOVERY (2001)
 AN1139
 AN1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1139'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1110 ***********************************************************************
 AN1110  DESIGNATION -  G 889
 AN1110  PID         -  AN1110
 AN1110  STATE/COUNTY-  TX/GOLIAD
 AN1110  USGS QUAD   -  ANDER (1987)
 AN1110
 AN1110                         *CURRENT SURVEY CONTROL
 AN1110  ___________________________________________________________________
 AN1110* NAD 83(1986)-  28 51 33.     (N)    097 21 10.     (W)     SCALED    
 AN1110* NAVD 88     -        64.73   (+/-2cm)     212.4    (feet)  VERTCON   
 AN1110  ___________________________________________________________________
 AN1110  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN1110
 AN1110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1110
 AN1110.The horizontal coordinates were scaled from a topographic map and have
 AN1110.an estimated accuracy of +/- 6 seconds.
 AN1110
 AN1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1110.The vertical order pertains to the NGVD 29 superseded value.
 AN1110
 AN1110.The geoid height was determined by GEOID03.
 AN1110
 AN1110;                    North         East    Units  Estimated Accuracy
 AN1110;SPC TXSC     - 4,114,820.      760,700.      MT  (+/- 180 meters Scaled)
 AN1110
 AN1110                          SUPERSEDED SURVEY CONTROL
 AN1110
 AN1110  NGVD 29 (??/??/92)   64.766  (m)          212.49   (f) ADJ UNCH    2 0
 AN1110
 AN1110.Superseded values are not recommended for survey control.
 AN1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1110.See file dsdata.txt to determine how the superseded data were derived.
 AN1110
 AN1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS606934(NAD 83)
 AN1110_MARKER: DB = BENCH MARK DISK
 AN1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1110_STAMPING: G 889 1943
 AN1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1110+STABILITY: SURFACE MOTION
 AN1110
 AN1110  HISTORY     - Date     Condition        Report By
 AN1110  HISTORY     - 1943     MONUMENTED       CGS
 AN1110
 AN1110                          STATION DESCRIPTION
 AN1110
 AN1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1110'0.5 MI W FROM ANDER.
 AN1110'TO REACH FROM THE LUTHERAN CHURCH AT ANDER-- PROCEED 0.5 MILE WESTERLY
 AN1110'ALONG THE ANDER-WESER ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AN1110'1.2 MILE EAST OF THE VILLAGE OF WESER AND THE INTERSECTION OF STATE
 AN1110'HIGHWAY NO.29, AND ABOUT 225.0 FEET WEST OF A SMALL CULVERT. IT IS
 AN1110'20.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AN1110'ROAD, 7.0 FEET EAST OF A BRACE POST, 2.5 FEET NORTH OF THE RIGHT OF
 AN1110'WAY FENCE, AND 3.5 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.
 AN1110'MONUMENT PROJECTS 0.5 FOOT.  BENCH MARK IS ON THE INSIDE OF A CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1111 ***********************************************************************
 AN1111  DESIGNATION -  G 889 RESET 1952
 AN1111  PID         -  AN1111
 AN1111  STATE/COUNTY-  TX/GOLIAD
 AN1111  USGS QUAD   -  ANDER (1987)
 AN1111
 AN1111                         *CURRENT SURVEY CONTROL
 AN1111  ___________________________________________________________________
 AN1111* NAD 83(1986)-  28 51 33.     (N)    097 21 10.     (W)     SCALED    
 AN1111* NAVD 88     -        64.98   (+/-2cm)     213.2    (feet)  VERTCON   
 AN1111  ___________________________________________________________________
 AN1111  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN1111
 AN1111  VERT ORDER  -  THIRD (See Below)
 AN1111
 AN1111.The horizontal coordinates were scaled from a topographic map and have
 AN1111.an estimated accuracy of +/- 6 seconds.
 AN1111
 AN1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1111.The vertical order pertains to the NGVD 29 superseded value.
 AN1111
 AN1111.The geoid height was determined by GEOID03.
 AN1111
 AN1111;                    North         East    Units  Estimated Accuracy
 AN1111;SPC TXSC     - 4,114,820.      760,700.      MT  (+/- 180 meters Scaled)
 AN1111
 AN1111                          SUPERSEDED SURVEY CONTROL
 AN1111
 AN1111  NGVD 29 (01/29/03)   65.02   (m)          213.3    (f) RESET       3  
 AN1111
 AN1111.Superseded values are not recommended for survey control.
 AN1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1111.See file dsdata.txt to determine how the superseded data were derived.
 AN1111
 AN1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS606934(NAD 83)
 AN1111_MARKER: DB = BENCH MARK DISK
 AN1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1111_STAMPING: G 889 RESET 1952
 AN1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1111+STABILITY: SURFACE MOTION
 AN1111
 AN1111  HISTORY     - Date     Condition        Report By
 AN1111  HISTORY     - 1952     MONUMENTED       TXHD
 AN1111  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1111
 AN1111                          STATION DESCRIPTION
 AN1111
 AN1111'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 AN1111'1.1 MI E FROM WESER.
 AN1111'1.1 MILES EAST ALONG FARM-TO-MARKET HIGHWAY 1961 FROM THE JUNCTION OF
 AN1111'U.S. HIGHWAY 183 AT WESER, GOLIAD COUNTY, AT THE INSIDE OF A CURVE,
 AN1111'415 FEET WEST OF MULTIPLE 24-INCH CONCRETE PIPE CULVERT, 43 FEET NORTH
 AN1111'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF THE NORTH
 AN1111'RIGHT-OF-WAY FENCE, AND 0.7 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 AN1111'DISK, STAMPED G 889 RESET 1952 AND SET IN THE TOP OF A CONCRETE POST
 AN1111'PROJECTING 0.5 FOOT ABOVE GROUND.
 AN1111
 AN1111                          STATION RECOVERY (1990)
 AN1111
 AN1111'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0224 ***********************************************************************
 AW0224  DESIGNATION -  G 89
 AW0224  PID         -  AW0224
 AW0224  STATE/COUNTY-  TX/HARRIS
 AW0224  USGS QUAD   -  SETTEGAST (1995)
 AW0224
 AW0224                         *CURRENT SURVEY CONTROL
 AW0224  ___________________________________________________________________
 AW0224* NAD 83(1986)-  29 50 43.     (N)    095 21 30.     (W)     SCALED    
 AW0224* NAVD 88     -        20.96   (+/-2cm)      68.8    (feet)  VERTCON   
 AW0224  ___________________________________________________________________
 AW0224  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW0224  OBS GRAVITY -     979,291.3   (mgal)                       GRAV_OBS
 AW0224
 AW0224  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0224
 AW0224.The horizontal coordinates were scaled from a topographic map and have
 AW0224.an estimated accuracy of +/- 6 seconds.
 AW0224
 AW0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0224.The vertical order pertains to the NGVD 29 superseded value.
 AW0224
 AW0224.The geoid height was determined by GEOID03.
 AW0224.The observed gravity was obtained from relative gravimeter ties
 AW0224.to the IGSN71 gravity network.
 AW0224
 AW0224;                    North         East    Units  Estimated Accuracy
 AW0224;SPC TXSC     - 4,228,460.      951,820.      MT  (+/- 180 meters Scaled)
 AW0224
 AW0224                          SUPERSEDED SURVEY CONTROL
 AW0224
 AW0224  NGVD 29 (??/??/92)   20.962  (m)           68.77   (f) ADJ UNCH    1 1
 AW0224
 AW0224.Superseded values are not recommended for survey control.
 AW0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0224.See file dsdata.txt to determine how the superseded data were derived.
 AW0224
 AW0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP721039(NAD 83)
 AW0224_MARKER: DB = BENCH MARK DISK
 AW0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0224_STAMPING: G 89 1932
 AW0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0224+STABILITY: SURFACE MOTION
 AW0224
 AW0224  HISTORY     - Date     Condition        Report By
 AW0224  HISTORY     - 1932     MONUMENTED       CGS
 AW0224  HISTORY     - 1972     GOOD             NGS
 AW0224  HISTORY     - 1978     GOOD             NGS
 AW0224  HISTORY     - 1978     GOOD             NGS
 AW0224  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0224
 AW0224                          STATION DESCRIPTION
 AW0224
 AW0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0224'6.15 MI N FROM HOUSTON.
 AW0224'ABOUT 2.8 MILES NORTHEAST AND NORTH ALONG THE SOUTHERN PACIFIC
 AW0224'RAILROAD FROM THE SOUTHERN PACIFIC RAILROAD STATION THENCE 3.35 MILES
 AW0224'NORTH ALONG THE MISSOURI-PACIFIC RAILROAD, ABOUT 0.05 MILE SOUTHEAST
 AW0224'OF THE TIDWELL RD. CROSSING, 46.9 FEET NORTHEAST OF THE NORTHEAST
 AW0224'RAIL, 30 1/2 FEET SOUTHWEST OF THE CENTER LINE OF E. HARDY RD., 42
 AW0224'FEET EAST OF A TELEPHONE POLE, 1.2 FEET SOUTHEAST OF A METAL WITNESS
 AW0224'POST, ABOUT 5 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF
 AW0224'A CONCRETE POST PROJECTING 0.4 FOOT.
 AW0224
 AW0224                          STATION RECOVERY (1978)
 AW0224
 AW0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0224'RECOVERED IN GOOD CONDITION.
 AW0224
 AW0224                          STATION RECOVERY (1978)
 AW0224
 AW0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0224'RECOVERED IN GOOD CONDITION.
 AW0224
 AW0224                          STATION RECOVERY (1986)
 AW0224
 AW0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0224'THERE IS CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1045 ***********************************************************************
 AN1045  DESIGNATION -  G 890
 AN1045  PID         -  AN1045
 AN1045  STATE/COUNTY-  TX/GOLIAD
 AN1045  USGS QUAD   -  WEESATCHE (1987)
 AN1045
 AN1045                         *CURRENT SURVEY CONTROL
 AN1045  ___________________________________________________________________
 AN1045* NAD 83(1986)-  28 48 43.     (N)    097 23 03.     (W)     SCALED    
 AN1045* NAVD 88     -        85.95   (+/-2cm)     282.0    (feet)  VERTCON   
 AN1045  ___________________________________________________________________
 AN1045  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1045
 AN1045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1045
 AN1045.The horizontal coordinates were scaled from a topographic map and have
 AN1045.an estimated accuracy of +/- 6 seconds.
 AN1045
 AN1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1045.The vertical order pertains to the NGVD 29 superseded value.
 AN1045
 AN1045.The geoid height was determined by GEOID03.
 AN1045
 AN1045;                    North         East    Units  Estimated Accuracy
 AN1045;SPC TXSC     - 4,109,550.      757,710.      MT  (+/- 180 meters Scaled)
 AN1045
 AN1045                          SUPERSEDED SURVEY CONTROL
 AN1045
 AN1045  NGVD 29 (??/??/92)   85.983  (m)          282.10   (f) ADJ UNCH    2 0
 AN1045
 AN1045.Superseded values are not recommended for survey control.
 AN1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1045.See file dsdata.txt to determine how the superseded data were derived.
 AN1045
 AN1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS576882(NAD 83)
 AN1045_MARKER: DB = BENCH MARK DISK
 AN1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1045_SP_SET: CULVERT
 AN1045_STAMPING: G 890 1943
 AN1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1045
 AN1045  HISTORY     - Date     Condition        Report By
 AN1045  HISTORY     - 1943     MONUMENTED       CGS
 AN1045  HISTORY     - 1990     GOOD             USPSQD
 AN1045
 AN1045                          STATION DESCRIPTION
 AN1045
 AN1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1045'10.05 MI N FROM GOLIAD.
 AN1045'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO.59 AND STATE
 AN1045'HIGHWAY NO.29 AT GOLIAD-- PROCEED 10.05 MILES NORTHERLY ALONG HIGHWAY
 AN1045'NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE NORTH OF A
 AN1045'WHITE STUCCO HOUSE, AND ABOUT 0.2 MILE SOUTH OF A YELLOW STUCCO HOUSE.
 AN1045'IT IS 21.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1045'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE NORTH END OF THE
 AN1045'EAST HEADWALL OF A SMALL CONCRETE CULVERT.
 AN1045
 AN1045                          STATION RECOVERY (1990)
 AN1045
 AN1045'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3919 ***********************************************************************
 AW3919  DESIGNATION -  G 891
 AW3919  PID         -  AW3919
 AW3919  STATE/COUNTY-  TX/BRAZORIA
 AW3919  USGS QUAD   -  ALGOA (1974)
 AW3919
 AW3919                         *CURRENT SURVEY CONTROL
 AW3919  ___________________________________________________________________
 AW3919* NAD 83(1986)-  29 26 03.     (N)    095 14 55.     (W)     SCALED    
 AW3919* NAVD 88     -        13.10   (+/-2cm)      43.0    (feet)  VERTCON   
 AW3919  ___________________________________________________________________
 AW3919  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW3919
 AW3919  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3919
 AW3919.The horizontal coordinates were scaled from a topographic map and have
 AW3919.an estimated accuracy of +/- 6 seconds.
 AW3919
 AW3919.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3919.The vertical order pertains to the NGVD 29 superseded value.
 AW3919
 AW3919.The geoid height was determined by GEOID03.
 AW3919
 AW3919;                    North         East    Units  Estimated Accuracy
 AW3919;SPC TXSC     - 4,183,250.      963,880.      MT  (+/- 180 meters Scaled)
 AW3919
 AW3919                          SUPERSEDED SURVEY CONTROL
 AW3919
 AW3919  NGVD 29 (??/??/92)   13.097  (m)           42.97   (f) ADJ UNCH    1 2
 AW3919
 AW3919.Superseded values are not recommended for survey control.
 AW3919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3919.See file dsdata.txt to determine how the superseded data were derived.
 AW3919
 AW3919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN818581(NAD 83)
 AW3919_MARKER: DB = BENCH MARK DISK
 AW3919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3919_STAMPING: G 891 1943
 AW3919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3919+STABILITY: SURFACE MOTION
 AW3919
 AW3919  HISTORY     - Date     Condition        Report By
 AW3919  HISTORY     - 1943     MONUMENTED       CGS
 AW3919  HISTORY     - 1951     MARK NOT FOUND   NGS
 AW3919  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW3919  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 AW3919
 AW3919                          STATION DESCRIPTION
 AW3919
 AW3919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW3919'0.8 MI N FROM ALVIN.
 AW3919'ABOUT 0.8 MILE NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAYD
 AW3919'FROM THE STATION AT ALVIN, BRAZORIA COUNTY, ABOUT 29 RAILS SOUTH OF
 AW3919'MILEPOST 1, 63 FEET NORTH OF SEVENTH POLE SOUTH OF THE MILEPOST, 48
 AW3919'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 8.9 FEET SOUTH OF A
 AW3919'POWER-TRANSMISSION LINE POLE, 1.4 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 AW3919'AND 1.3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AW3919'STAMPED G 891 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW3919'ABOUT 0.2 FOOT ABOVE GROUND.  NOTE-- IT WAS PROBABLY DESTROYED WHEN A
 AW3919'SPUR TRACK WAS BUILT IN 1946.
 AW3919
 AW3919                          STATION RECOVERY (1997)
 AW3919
 AW3919'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3919'MARK NOT FOUND.
 AW3919
 AW3919                          STATION RECOVERY (2004)
 AW3919
 AW3919'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0162 ***********************************************************************
 BY0162  DESIGNATION -  G 892
 BY0162  PID         -  BY0162
 BY0162  STATE/COUNTY-  TX/NACOGDOCHES
 BY0162  USGS QUAD   -  MARTINSVILLE (1984)
 BY0162
 BY0162                         *CURRENT SURVEY CONTROL
 BY0162  ___________________________________________________________________
 BY0162* NAD 83(1986)-  31 44 57.     (N)    094 28 21.     (W)     SCALED    
 BY0162* NAVD 88     -        94.22   (+/-2cm)     309.1    (feet)  VERTCON   
 BY0162  ___________________________________________________________________
 BY0162  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BY0162
 BY0162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0162
 BY0162.The horizontal coordinates were scaled from a topographic map and have
 BY0162.an estimated accuracy of +/- 6 seconds.
 BY0162
 BY0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0162.The vertical order pertains to the NGVD 29 superseded value.
 BY0162
 BY0162.The geoid height was determined by GEOID03.
 BY0162
 BY0162;                    North         East    Units  Estimated Accuracy
 BY0162;SPC TX C     - 3,245,490.    1,255,040.      MT  (+/- 180 meters Scaled)
 BY0162
 BY0162                          SUPERSEDED SURVEY CONTROL
 BY0162
 BY0162  NGVD 29 (??/??/92)   94.222  (m)          309.13   (f) ADJ UNCH    2 0
 BY0162
 BY0162.Superseded values are not recommended for survey control.
 BY0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0162.See file dsdata.txt to determine how the superseded data were derived.
 BY0162
 BY0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR605135(NAD 83)
 BY0162_MARKER: DB = BENCH MARK DISK
 BY0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0162_STAMPING: G 892 1948
 BY0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0162+STABILITY: SURFACE MOTION
 BY0162
 BY0162  HISTORY     - Date     Condition        Report By
 BY0162  HISTORY     - 1948     MONUMENTED       CGS
 BY0162  HISTORY     - 1956     GOOD             USGS
 BY0162  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0162
 BY0162                          STATION DESCRIPTION
 BY0162
 BY0162'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BY0162'9 MI N FROM MARTINSVILLE.
 BY0162'MARTINSVILLE, 9.15 MILES NORTH ALONG FARM ROAD NO. 1274 FROM THE
 BY0162'INTERSECTION OF STATE HWY. 7 AND FARM RD. NO. 1274, 76 FT. NORTHEAST
 BY0162'OF THE CENTERLINE OF THE FARM RD., 59 FT. SOUTHEAST OF THE CENTERLINE
 BY0162'OF A NORTHEAST SOUTHWEST ROAD, 44 FT. SOUTHWEST OF THE SOUTHWEST
 BY0162'CORNER OF AN ABANDONED HOUSE, IN A PLOWED FIELD, A STANDARD DISC
 BY0162'STAMPED G 892 1948.  SET IN THE TOP OF A CONCRETE POST 4 INCHES
 BY0162'UNDERGROUND.
 BY0162
 BY0162                          STATION RECOVERY (1998)
 BY0162
 BY0162'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1176 ***********************************************************************
 BY1176  DESIGNATION -  G 893
 BY1176  PID         -  BY1176
 BY1176  STATE/COUNTY-  TX/NACOGDOCHES
 BY1176  USGS QUAD   -  WODEN (1983)
 BY1176
 BY1176                         *CURRENT SURVEY CONTROL
 BY1176  ___________________________________________________________________
 BY1176* NAD 83(1986)-  31 36 07.     (N)    094 37 04.     (W)     SCALED    
 BY1176* NAVD 88     -       125.82   (+/-2cm)     412.8    (feet)  VERTCON   
 BY1176  ___________________________________________________________________
 BY1176  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY1176
 BY1176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1176
 BY1176.The horizontal coordinates were scaled from a topographic map and have
 BY1176.an estimated accuracy of +/- 6 seconds.
 BY1176
 BY1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1176.The vertical order pertains to the NGVD 29 superseded value.
 BY1176
 BY1176.The geoid height was determined by GEOID03.
 BY1176
 BY1176;                    North         East    Units  Estimated Accuracy
 BY1176;SPC TX C     - 3,228,470.    1,242,130.      MT  (+/- 180 meters Scaled)
 BY1176
 BY1176                          SUPERSEDED SURVEY CONTROL
 BY1176
 BY1176  NGVD 29 (??/??/92)  125.912  (m)          413.10   (f) ADJ UNCH    2 0
 BY1176
 BY1176.Superseded values are not recommended for survey control.
 BY1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1176.See file dsdata.txt to determine how the superseded data were derived.
 BY1176
 BY1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ465974(NAD 83)
 BY1176_MARKER: DB = BENCH MARK DISK
 BY1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1176_STAMPING: G 893 1948
 BY1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1176+STABILITY: SURFACE MOTION
 BY1176
 BY1176  HISTORY     - Date     Condition        Report By
 BY1176  HISTORY     - 1948     MONUMENTED       CGS
 BY1176  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1176  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1176
 BY1176                          STATION DESCRIPTION
 BY1176
 BY1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1176'1.05 MI E FROM NACOGDOCHES.
 BY1176'1.05 MILES EAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF STATE
 BY1176'HIGHWAYS 7 AND 21 AT NACOGDOCHES, APPROXIMATELY 400.0 FEET NORTHEAST
 BY1176'OF JUNCTION OF HIGHWAY AND DIRT ROAD LEADING EAST, 112.5 FEET
 BY1176'SOUTHWEST OF THE SOUTHWEST END OF NORTHWEST CONCRETE HEADWALL FOR
 BY1176'CONCRETE PIPE CULVERT UNDER HIGHWAY, 52.0 FEET NORTHWEST OF THE CENTER
 BY1176'LINE OF THE HIGHWAY, 48.8 FEET SOUTH OF THE SOUTH CORNER OF THE HOME
 BY1176'OF DORA PRICE, 10.0 FEET SOUTHWEST OF A POWER POLE, 1.5 FEET NORTHWEST
 BY1176'OF A REFERENCE POST, DIRECTLY ACROSS THE HIGHWAY FROM THE H. W.
 BY1176'LANGFORD GROCERY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 BY1176'FOOT ABOVE THE GROUND.
 BY1176
 BY1176                          STATION RECOVERY (1977)
 BY1176
 BY1176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1176'MARK NOT FOUND.
 BY1176
 BY1176                          STATION RECOVERY (1998)
 BY1176
 BY1176'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0182 ***********************************************************************
 BY0182  DESIGNATION -  G 894
 BY0182  PID         -  BY0182
 BY0182  STATE/COUNTY-  TX/NACOGDOCHES
 BY0182  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0182
 BY0182                         *CURRENT SURVEY CONTROL
 BY0182  ___________________________________________________________________
 BY0182* NAD 83(1986)-  31 33 36.     (N)    094 21 36.     (W)     SCALED    
 BY0182* NAVD 88     -        95.73   (+/-2cm)     314.1    (feet)  VERTCON   
 BY0182  ___________________________________________________________________
 BY0182  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY0182
 BY0182  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0182
 BY0182.The horizontal coordinates were scaled from a topographic map and have
 BY0182.an estimated accuracy of +/- 6 seconds.
 BY0182
 BY0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0182.The vertical order pertains to the NGVD 29 superseded value.
 BY0182
 BY0182.The geoid height was determined by GEOID03.
 BY0182
 BY0182;                    North         East    Units  Estimated Accuracy
 BY0182;SPC TX C     - 3,225,110.    1,266,810.      MT  (+/- 180 meters Scaled)
 BY0182
 BY0182                          SUPERSEDED SURVEY CONTROL
 BY0182
 BY0182  NGVD 29 (??/??/92)   95.772  (m)          314.21   (f) ADJ UNCH    2 0
 BY0182
 BY0182.Superseded values are not recommended for survey control.
 BY0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0182.See file dsdata.txt to determine how the superseded data were derived.
 BY0182
 BY0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ709924(NAD 83)
 BY0182_MARKER: DB = BENCH MARK DISK
 BY0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0182_STAMPING: G 894 1948
 BY0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0182+STABILITY: SURFACE MOTION
 BY0182
 BY0182  HISTORY     - Date     Condition        Report By
 BY0182  HISTORY     - 1949     MONUMENTED       CGS
 BY0182  HISTORY     - 19980919 GOOD             USPSQD
 BY0182
 BY0182                          STATION DESCRIPTION
 BY0182
 BY0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0182'0.15 MI NW FROM ATTOYAC.
 BY0182'0.15 MILE NORTHWEST ALONG THE MARTINSVILLE-ATTOYAC ROAD FROM THE POST
 BY0182'OFFICE AT ATTOYAC, AT THE ATTOYAC CEMETERY AND CHURCH, 227.0 FEET
 BY0182'NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, 63.0 FEET NORTHEAST
 BY0182'OF THE NORTHEAST CORNER OF THE CHURCH, 48.0 FEET WEST OF THE CENTER
 BY0182'LINE OF A ROAD LEADING NORTHWEST, 31.0 FEET SOUTH OF THE SOUTHEAST
 BY0182'CORNER OF THE CEMETERY, 22.0 FEET NORTHWEST OF A 30 INCH OAK TREE,
 BY0182'18.0 FEET EAST OF A 24 INCH OAK TREE, 2.0 FEET WEST OF A REFERENCE
 BY0182'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BY0182'THE GROUND.
 BY0182
 BY0182                          STATION RECOVERY (1998)
 BY0182
 BY0182'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3007 ***********************************************************************
 AW3007  DESIGNATION -  G 896
 AW3007  PID         -  AW3007
 AW3007  STATE/COUNTY-  TX/HARRIS
 AW3007  USGS QUAD   -  MORGANS POINT (1993)
 AW3007
 AW3007                         *CURRENT SURVEY CONTROL
 AW3007  ___________________________________________________________________
 AW3007* NAD 83(1986)-  29 41 21.     (N)    094 58 57.     (W)     SCALED    
 AW3007* NAVD 88     -         1.60   (+/-2cm)       5.2    (feet)  VERTCON   
 AW3007  ___________________________________________________________________
 AW3007  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3007
 AW3007  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3007
 AW3007.The horizontal coordinates were scaled from a topographic map and have
 AW3007.an estimated accuracy of +/- 6 seconds.
 AW3007
 AW3007.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3007.The vertical order pertains to the NGVD 29 superseded value.
 AW3007
 AW3007.The geoid height was determined by GEOID03.
 AW3007
 AW3007;                    North         East    Units  Estimated Accuracy
 AW3007;SPC TXSC     - 4,212,350.      988,710.      MT  (+/- 180 meters Scaled)
 AW3007
 AW3007                          SUPERSEDED SURVEY CONTROL
 AW3007
 AW3007  NGVD 29 (??/??/92)    1.598  (m)            5.24   (f) ADJ UNCH    1 2
 AW3007
 AW3007.Superseded values are not recommended for survey control.
 AW3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3007.See file dsdata.txt to determine how the superseded data were derived.
 AW3007
 AW3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN081859(NAD 83)
 AW3007_MARKER: DB = BENCH MARK DISK
 AW3007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3007_SP_SET: CULVERT
 AW3007_STAMPING: G 896 1943
 AW3007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3007
 AW3007  HISTORY     - Date     Condition        Report By
 AW3007  HISTORY     - 1943     MONUMENTED       CGS
 AW3007  HISTORY     - 1959     GOOD             NGS
 AW3007  HISTORY     - 19971030 MARK NOT FOUND   USPSQD
 AW3007
 AW3007                          STATION DESCRIPTION
 AW3007
 AW3007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3007'0.45 MI N FROM MORGAN POINT.
 AW3007'ABOUT 0.35 MILE NORTH AND ACROSS THE HOUSTON SHIP CHANNEL FROM THE
 AW3007'HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, TO THE SOUTH END
 AW3007'OF HOG ISLAND, THENCE ABOUT 0.1 MILE NORTHEAST ALONG AN OLD HIGHWAY
 AW3007'FROM THE ABANDONED FERRY LANDING, AT THE SOUTH END OF A CURVE, 20 FEET
 AW3007'WEST OF THE CENTER LINE OF THE OLD HIGHWAY, IN THE TOP OF THE SOUTH
 AW3007'END OF THE WEST CONCRETE HEADWALL OF A CULVERT, AND ABOUT 1 FOOT ABOVE
 AW3007'THE LEVEL OF THE OLD HIGHWAY.
 AW3007
 AW3007                          STATION RECOVERY (1997)
 AW3007
 AW3007'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1495 ***********************************************************************
 BY1495  DESIGNATION -  G 897
 BY1495  PID         -  BY1495
 BY1495  STATE/COUNTY-  TX/TRINITY
 BY1495  USGS QUAD   -  CENTRALIA (1950)
 BY1495
 BY1495                         *CURRENT SURVEY CONTROL
 BY1495  ___________________________________________________________________
 BY1495* NAD 83(1986)-  31 18 14.     (N)    095 04 01.     (W)     SCALED    
 BY1495* NAVD 88     -        97.00   (+/-2cm)     318.2    (feet)  VERTCON   
 BY1495  ___________________________________________________________________
 BY1495  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY1495
 BY1495  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1495
 BY1495.The horizontal coordinates were scaled from a topographic map and have
 BY1495.an estimated accuracy of +/- 6 seconds.
 BY1495
 BY1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1495.The vertical order pertains to the NGVD 29 superseded value.
 BY1495
 BY1495.The geoid height was determined by GEOID03.
 BY1495
 BY1495;                    North         East    Units  Estimated Accuracy
 BY1495;SPC TX C     - 3,193,360.    1,201,120.      MT  (+/- 180 meters Scaled)
 BY1495
 BY1495                          SUPERSEDED SURVEY CONTROL
 BY1495
 BY1495  NGVD 29 (??/??/92)   97.032  (m)          318.35   (f) ADJ UNCH    2 0
 BY1495
 BY1495.Superseded values are not recommended for survey control.
 BY1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1495.See file dsdata.txt to determine how the superseded data were derived.
 BY1495
 BY1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ032651(NAD 83)
 BY1495_MARKER: DB = BENCH MARK DISK
 BY1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1495_STAMPING: G 897 1948
 BY1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1495+STABILITY: SURFACE MOTION
 BY1495
 BY1495  HISTORY     - Date     Condition        Report By
 BY1495  HISTORY     - 1948     MONUMENTED       CGS
 BY1495
 BY1495                          STATION DESCRIPTION
 BY1495
 BY1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1495'10.3 MI SE FROM KENNARD.
 BY1495'1.3 MILES EAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT KENNARD,
 BY1495'THENCE 8.2 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.8 MILE
 BY1495'EAST ALONG DAVY CROCKETT NATIONAL FOREST HIGHWAY 27, 39.0 FEET NORTH
 BY1495'OF THE CENTER LINE OF THE HIGHWAY, 5.9 FEET EAST OF A 10-INCH PINE
 BY1495'TREE WITH A TRIANGULAR BLAZE, 1.7 FEET WEST OF A REFERENCE POST, SET
 BY1495'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0445 ***********************************************************************
 BZ0445  DESIGNATION -  G 898
 BZ0445  PID         -  BZ0445
 BZ0445  STATE/COUNTY-  TX/LEON
 BZ0445  USGS QUAD   -  BUFFALO (1982)
 BZ0445
 BZ0445                         *CURRENT SURVEY CONTROL
 BZ0445  ___________________________________________________________________
 BZ0445* NAD 83(1986)-  31 29 02.     (N)    096 04 44.     (W)     SCALED    
 BZ0445* NAVD 88     -        87.901  (meters)     288.39   (feet)  ADJUSTED  
 BZ0445  ___________________________________________________________________
 BZ0445  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BZ0445  DYNAMIC HT  -          87.793 (meters)     288.03  (feet)  COMP
 BZ0445  MODELED GRAV-     979,412.5   (mgal)                       NAVD 88
 BZ0445
 BZ0445  VERT ORDER  -  SECOND    CLASS 0
 BZ0445
 BZ0445.The horizontal coordinates were scaled from a topographic map and have
 BZ0445.an estimated accuracy of +/- 6 seconds.
 BZ0445
 BZ0445.The orthometric height was determined by differential leveling
 BZ0445.and adjusted by the National Geodetic Survey in June 1991..
 BZ0445
 BZ0445.The geoid height was determined by GEOID03.
 BZ0445
 BZ0445.The dynamic height is computed by dividing the NAVD 88
 BZ0445.geopotential number by the normal gravity value computed on the
 BZ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0445.degrees latitude (g = 980.6199 gals.).
 BZ0445
 BZ0445.The modeled gravity was interpolated from observed gravity values.
 BZ0445
 BZ0445;                    North         East    Units  Estimated Accuracy
 BZ0445;SPC TX C     - 3,209,180.    1,104,120.      MT  (+/- 180 meters Scaled)
 BZ0445
 BZ0445                          SUPERSEDED SURVEY CONTROL
 BZ0445
 BZ0445  NGVD 29 (??/??/92)   87.890  (m)          288.35   (f) ADJ UNCH    2 0
 BZ0445
 BZ0445.Superseded values are not recommended for survey control.
 BZ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0445.See file dsdata.txt to determine how the superseded data were derived.
 BZ0445
 BZ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV775869(NAD 83)
 BZ0445_MARKER: DB = BENCH MARK DISK
 BZ0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0445_SP_SET: BRIDGE
 BZ0445_STAMPING: G 898 1948
 BZ0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0445
 BZ0445  HISTORY     - Date     Condition        Report By
 BZ0445  HISTORY     - 1948     MONUMENTED       CGS
 BZ0445  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0445
 BZ0445                          STATION DESCRIPTION
 BZ0445
 BZ0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0445'2 MI NW FROM BUFFALO.
 BZ0445'0.4 MILE SOUTHWEST ALONG COMMERCE STREET FROM THE POST OFFICE AT
 BZ0445'BUFFALO, THENCE 1.6 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75, 0.1 MILE
 BZ0445'SOUTHEAST OF THE LEON-FREESTONE COUNTY LINE, 14.6 FEET WEST OF, AND
 BZ0445'ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY, 1.0 FOOT WEST OF THE
 BZ0445'NORTHWEST CORNER OF A FIVE COMPARTMENT CONCRETE BRIDGE, SET IN A DRILL
 BZ0445'HOLE IN THE TOP OF THE NORTHWEST WING WALL.
 BZ0445
 BZ0445                          STATION RECOVERY (1965)
 BZ0445
 BZ0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0445'THE BRIDGE IN WHICH THIS BM WAS PLACED HAS APPARENTLY BEEN WIDENED.
 BZ0445'THE DISTANCE FROM THE CENTER OF THE ROADWAY TO THE WING WALL IS NOW
 BZ0445'21 FEET. THIS BM HAS ALMOST CERTAINLY BEEN EITHER DESTROYED OR
 BZ0445'POSSIBLY COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2021 ***********************************************************************
 BY2021  DESIGNATION -  G 899 RESET 1958
 BY2021  PID         -  BY2021
 BY2021  STATE/COUNTY-  TX/LEON
 BY2021  USGS QUAD   -  KEECHI (1964)
 BY2021
 BY2021                         *CURRENT SURVEY CONTROL
 BY2021  ___________________________________________________________________
 BY2021* NAD 83(1986)-  31 34 29.     (N)    095 52 37.     (W)     SCALED    
 BY2021* NAVD 88     -        98.64   (meters)     323.6    (feet)  RESET     
 BY2021  ___________________________________________________________________
 BY2021  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BY2021
 BY2021  VERT ORDER  -  THIRD
 BY2021
 BY2021.The horizontal coordinates were scaled from a topographic map and have
 BY2021.an estimated accuracy of +/- 6 seconds.
 BY2021
 BY2021.The orthometric height was computed from unverified reset data.
 BY2021
 BY2021.The geoid height was determined by GEOID03.
 BY2021
 BY2021;                    North         East    Units  Estimated Accuracy
 BY2021;SPC TX C     - 3,219,990.    1,122,890.      MT  (+/- 180 meters Scaled)
 BY2021
 BY2021                          SUPERSEDED SURVEY CONTROL
 BY2021
 BY2021  NGVD 29 (??/??/??)   98.61   (m)          323.5    (f) RESET       3  
 BY2021
 BY2021.Superseded values are not recommended for survey control.
 BY2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2021.See file dsdata.txt to determine how the superseded data were derived.
 BY2021
 BY2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ269968(NAD 83)
 BY2021_MARKER: DB = BENCH MARK DISK
 BY2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2021_STAMPING: G 899 RESET 1958
 BY2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2021+STABILITY: SURFACE MOTION
 BY2021
 BY2021  HISTORY     - Date     Condition        Report By
 BY2021  HISTORY     - 1958     MONUMENTED       CGS
 BY2021  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2021
 BY2021                          STATION DESCRIPTION
 BY2021
 BY2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2021'1.8 MI SW FROM OAKWOOD.
 BY2021'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY NO.79 FROM THE OAKWOOD
 BY2021'STATE BANK IN OAKWOOD, LEON COUNTY, TEXAS, ALONG THE WEST SLOPE OF A
 BY2021'WOODED PASTURE HILL, ABOUT 30 YARDS NORTH OF A CONCRETE CULVERT AND 10
 BY2021'YARDS NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE OF A GRADED ROAD,
 BY2021'WHICH FORK FROM THE HIGHWAY WEST OF THE CULVERT AND LEADS NORTHEAST UP
 BY2021'THE TIMBERED SLOPE.  THE MARK IS A STANDARD DISK STAMPED G 899 RESET
 BY2021'1958, IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 BY2021
 BY2021                          STATION RECOVERY (1980)
 BY2021
 BY2021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0711 ***********************************************************************
 CA0711  DESIGNATION -  G 9
 CA0711  PID         -  CA0711
 CA0711  STATE/COUNTY-  TX/COLEMAN
 CA0711  USGS QUAD   -  BEAD MOUNTAIN (1987)
 CA0711
 CA0711                         *CURRENT SURVEY CONTROL
 CA0711  ___________________________________________________________________
 CA0711* NAD 83(1986)-  31 44 57.     (N)    099 31 45.     (W)     SCALED    
 CA0711* NAVD 88     -       536.734  (meters)    1760.93   (feet)  ADJUSTED  
 CA0711  ___________________________________________________________________
 CA0711  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CA0711  DYNAMIC HT  -         536.021 (meters)    1758.60  (feet)  COMP
 CA0711  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 CA0711
 CA0711  VERT ORDER  -  SECOND    CLASS 0
 CA0711
 CA0711.The horizontal coordinates were scaled from a topographic map and have
 CA0711.an estimated accuracy of +/- 6 seconds.
 CA0711
 CA0711.The orthometric height was determined by differential leveling
 CA0711.and adjusted by the National Geodetic Survey in June 1991..
 CA0711
 CA0711.The geoid height was determined by GEOID03.
 CA0711
 CA0711.The dynamic height is computed by dividing the NAVD 88
 CA0711.geopotential number by the normal gravity value computed on the
 CA0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0711.degrees latitude (g = 980.6199 gals.).
 CA0711
 CA0711.The modeled gravity was interpolated from observed gravity values.
 CA0711
 CA0711;                    North         East    Units  Estimated Accuracy
 CA0711;SPC TX C     - 3,231,140.      776,190.      MT  (+/- 180 meters Scaled)
 CA0711
 CA0711                          SUPERSEDED SURVEY CONTROL
 CA0711
 CA0711  NGVD 29 (??/??/92)  536.615  (m)         1760.54   (f) ADJ UNCH    2 0
 CA0711
 CA0711.Superseded values are not recommended for survey control.
 CA0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0711.See file dsdata.txt to determine how the superseded data were derived.
 CA0711
 CA0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA498127(NAD 83)
 CA0711_MARKER: DD = SURVEY DISK
 CA0711_SETTING: 66 = SET IN ROCK OUTCROP
 CA0711_SP_SET: SANDSTONE OUTCROP
 CA0711_STAMPING: 1760.495 G 9 1923
 CA0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0711+STABILITY: POSITION/ELEVATION WELL
 CA0711
 CA0711  HISTORY     - Date     Condition        Report By
 CA0711  HISTORY     - 1923     MONUMENTED       USGS
 CA0711  HISTORY     - 1940     GOOD             NGS
 CA0711
 CA0711                          STATION DESCRIPTION
 CA0711
 CA0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0711'1.3 MI E FROM VALERA.
 CA0711'1.3 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0711'STATION AT VALERA, COLEMAN COUNTY, ABOUT 800 FEET WEST OF MILEPOST 10,
 CA0711'40 FEET NORTH OF THE CENTERLINE OF THE TRACK, 30 FEET WEST OF A STAND
 CA0711'OF OAK TREES, IN THE TOP OF A LARGE SANDSTONE OUTCROP, 1 FOOT SOUTH OF
 CA0711'THE FENCE, AND ABOUT 15 FEET HIGHER THAN THE TRACK.  A UNITED STATES
 CA0711'GEOLOGICAL SURVEY STANDARD DISK, STAMPED G 9 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1805 ***********************************************************************
 BK1805  DESIGNATION -  G 90
 BK1805  PID         -  BK1805
 BK1805  STATE/COUNTY-  TX/JASPER
 BK1805  USGS QUAD   -  BUNA (1984)
 BK1805
 BK1805                         *CURRENT SURVEY CONTROL
 BK1805  ___________________________________________________________________
 BK1805* NAD 83(1986)-  30 28 31.     (N)    093 56 45.     (W)     SCALED    
 BK1805* NAVD 88     -        22.31   (+/-2cm)      73.2    (feet)  VERTCON   
 BK1805  ___________________________________________________________________
 BK1805  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1805
 BK1805  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1805
 BK1805.The horizontal coordinates were scaled from a topographic map and have
 BK1805.an estimated accuracy of +/- 6 seconds.
 BK1805
 BK1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1805.The vertical order pertains to the NGVD 29 superseded value.
 BK1805
 BK1805.The geoid height was determined by GEOID03.
 BK1805
 BK1805;                    North         East    Units  Estimated Accuracy
 BK1805;SPC TX C     - 3,107,240.    1,312,960.      MT  (+/- 180 meters Scaled)
 BK1805
 BK1805                          SUPERSEDED SURVEY CONTROL
 BK1805
 BK1805  NGVD 29 (??/??/??)   22.283  (m)           73.11   (f) ADJUSTED    1 2
 BK1805
 BK1805.Superseded values are not recommended for survey control.
 BK1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1805.See file dsdata.txt to determine how the superseded data were derived.
 BK1805
 BK1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP092718(NAD 83)
 BK1805_MARKER: DB = BENCH MARK DISK
 BK1805_SETTING: 0 = UNSPECIFIED SETTING
 BK1805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1805
 BK1805  HISTORY     - Date     Condition        Report By
 BK1805  HISTORY     - UNK      MONUMENTED       CGS
 BK1805  HISTORY     - 1932     GOOD             CGS
 BK1805  HISTORY     - 1976     MARK NOT FOUND   USGS
 BK1805
 BK1805                          STATION DESCRIPTION
 BK1805
 BK1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1805'0.75 MI N FROM BESSMAY.
 BK1805'0.75 MILE NORTH OF THE STATION AT BESSMAY ON THE G.C. AND S.F.R.R., 50
 BK1805'FEET WEST OF THE TRACK ON THE FENCE LINE, 8 1/4 POLES NORTH OF MILE
 BK1805'POLE NO. 39, 60 FEET NORTHWEST OF TELEGRAPH POLE.  NOTE-- AREA COVERED
 BK1805'WITH A LARGE SWAMP.
 BK1805
 BK1805                          STATION RECOVERY (1976)
 BK1805
 BK1805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BK1805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0730 ***********************************************************************
 BZ0730  DESIGNATION -  G 900
 BZ0730  PID         -  BZ0730
 BZ0730  STATE/COUNTY-  TX/MCLENNAN
 BZ0730  USGS QUAD   -  WACO WEST (1975)
 BZ0730
 BZ0730                         *CURRENT SURVEY CONTROL
 BZ0730  ___________________________________________________________________
 BZ0730* NAD 83(1986)-  31 36 20.     (N)    097 12 36.     (W)     SCALED    
 BZ0730* NAVD 88     -       145.964  (meters)     478.88   (feet)  ADJUSTED  
 BZ0730  ___________________________________________________________________
 BZ0730  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BZ0730  DYNAMIC HT  -         145.780 (meters)     478.28  (feet)  COMP
 BZ0730  MODELED GRAV-     979,375.0   (mgal)                       NAVD 88
 BZ0730
 BZ0730  VERT ORDER  -  FIRST     CLASS II
 BZ0730
 BZ0730.This mark is at Waco Reg (ACT) Airport (ACT)
 BZ0730
 BZ0730.The horizontal coordinates were scaled from a topographic map and have
 BZ0730.an estimated accuracy of +/- 6 seconds.
 BZ0730
 BZ0730.The orthometric height was determined by differential leveling
 BZ0730.and adjusted by the National Geodetic Survey in June 1991..
 BZ0730
 BZ0730.The geoid height was determined by GEOID03.
 BZ0730
 BZ0730.The dynamic height is computed by dividing the NAVD 88
 BZ0730.geopotential number by the normal gravity value computed on the
 BZ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0730.degrees latitude (g = 980.6199 gals.).
 BZ0730
 BZ0730.The modeled gravity was interpolated from observed gravity values.
 BZ0730
 BZ0730;                    North         East    Units  Estimated Accuracy
 BZ0730;SPC TX C     - 3,219,100.      996,330.      MT  (+/- 180 meters Scaled)
 BZ0730
 BZ0730                          SUPERSEDED SURVEY CONTROL
 BZ0730
 BZ0730  NGVD 29 (??/??/92)  145.900  (m)          478.67   (f) ADJ UNCH    1 2
 BZ0730
 BZ0730.Superseded values are not recommended for survey control.
 BZ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0730.See file dsdata.txt to determine how the superseded data were derived.
 BZ0730
 BZ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV698981(NAD 83)
 BZ0730_MARKER: DB = BENCH MARK DISK
 BZ0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0730_SP_SET: ABUTMENT
 BZ0730_STAMPING: G 900 1944
 BZ0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0730
 BZ0730  HISTORY     - Date     Condition        Report By
 BZ0730  HISTORY     - 1944     MONUMENTED       CGS
 BZ0730  HISTORY     - 1958     GOOD             NGS
 BZ0730  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0730  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0730
 BZ0730                          STATION DESCRIPTION
 BZ0730
 BZ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BZ0730'7.2 MI NW FROM WACO.
 BZ0730'7.2 MILES NORTHWEST ALONG THE AIRPORT ROAD FROM THE COURTHOUSE AT
 BZ0730'WACO, MCLENNAN COUNTY, AT THE MAIN ENTRANCE TO WACO MUNICIPAL AIRPORT
 BZ0730'(FORMERLY BLACKLAND ARMY AIR FIELD), AT A CONCRETE BRIDGE AT THE GATE
 BZ0730'ENTRANCE, IN THE CENTER OF THE TOP OF THE WEST ABUTMENT.
 BZ0730
 BZ0730                          STATION RECOVERY (1958)
 BZ0730
 BZ0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BZ0730'RECOVERED IN GOOD CONDITION.
 BZ0730
 BZ0730                          STATION RECOVERY (1995)
 BZ0730
 BZ0730'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0730'MARK NOT FOUND.
 BZ0730
 BZ0730                          STATION RECOVERY (2001)
 BZ0730
 BZ0730'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0203 ***********************************************************************
 BL0203  DESIGNATION -  G 901
 BL0203  PID         -  BL0203
 BL0203  STATE/COUNTY-  TX/JEFFERSON
 BL0203  USGS QUAD   -  CHINA (1985)
 BL0203
 BL0203                         *CURRENT SURVEY CONTROL
 BL0203  ___________________________________________________________________
 BL0203* NAD 83(1986)-  30 03 09.     (N)    094 18 17.     (W)     SCALED    
 BL0203* NAVD 88     -         9.909  (meters)      32.51   (feet)  ADJUSTED  
 BL0203  ___________________________________________________________________
 BL0203  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0203  DYNAMIC HT  -           9.896 (meters)      32.47  (feet)  COMP
 BL0203  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 BL0203
 BL0203  VERT ORDER  -  FIRST     CLASS I
 BL0203
 BL0203.The horizontal coordinates were scaled from a topographic map and have
 BL0203.an estimated accuracy of +/- 6 seconds.
 BL0203
 BL0203.The orthometric height was determined by differential leveling
 BL0203.and adjusted by the National Geodetic Survey in June 1991..
 BL0203
 BL0203.The geoid height was determined by GEOID03.
 BL0203
 BL0203.The dynamic height is computed by dividing the NAVD 88
 BL0203.geopotential number by the normal gravity value computed on the
 BL0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0203.degrees latitude (g = 980.6199 gals.).
 BL0203
 BL0203.The modeled gravity was interpolated from observed gravity values.
 BL0203
 BL0203;                    North         East    Units  Estimated Accuracy
 BL0203;SPC TXSC     - 4,255,040.    1,052,640.      MT  (+/- 180 meters Scaled)
 BL0203
 BL0203                          SUPERSEDED SURVEY CONTROL
 BL0203
 BL0203  NGVD 29 (??/??/92)    9.923  (m)           32.56   (f) ADJ UNCH    1 1
 BL0203
 BL0203.Superseded values are not recommended for survey control.
 BL0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0203.See file dsdata.txt to determine how the superseded data were derived.
 BL0203
 BL0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP742253(NAD 83)
 BL0203_MARKER: DB = BENCH MARK DISK
 BL0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0203_SP_SET: SIGNAL BASE
 BL0203_STAMPING: G 901 1944
 BL0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0203+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 BL0203
 BL0203  HISTORY     - Date     Condition        Report By
 BL0203  HISTORY     - 1944     MONUMENTED       CGS
 BL0203  HISTORY     - 1972     GOOD             NGS
 BL0203  HISTORY     - 19870815 MARK NOT FOUND   USPSQD
 BL0203  HISTORY     - 1988     POOR             USPSQD
 BL0203  HISTORY     - 19940805 GOOD             USPSQD
 BL0203  HISTORY     - 19990728 GOOD             USPSQD
 BL0203  HISTORY     - 20010331 GOOD             NGS
 BL0203  HISTORY     - 20010331 GOOD             NGS
 BL0203  HISTORY     - 20030310 GOOD             USPSQD
 BL0203  HISTORY     - 20050129 GOOD             USPSQD
 BL0203
 BL0203                          STATION DESCRIPTION
 BL0203
 BL0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0203'1.85 MI E FROM CHINA.
 BL0203'ABOUT 1.85 MILES EAST ALONG US HIGHWAY 90 FROM A PAVED ROAD
 BL0203'INTERSECTION, ABOUT 0.1 MILE WEST OF THE WEST ONE OF THREE DRIVES
 BL0203'SOUTH TO THE MOTORAMA SPEEDWAY, ON THE RIGHT-OF-WAY OF THE SOUTHERN
 BL0203'PACIFIC RAILROAD, SET IN THE TOP OF THE SOUTHEAST CORNER OF A 4 FT. X
 BL0203'2 1/2-FOOT CONCRETE ABANDONED SIGNAL BASE, 69.6 FEET NORTH OF THE
 BL0203'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 34.5 FEET NORTHEAST
 BL0203'OF THE SECOND TELEPHONE POLE EAST OF THE RR MILE POST NO. 291, 8.7
 BL0203'FEET SOUTH OF THE SOUTH RAIL, 7 FEET NORTH OF A CONCRETE WITNESS POST
 BL0203'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- POOR STRUCTURE
 BL0203'FOR MARK.
 BL0203
 BL0203                          STATION RECOVERY (1987)
 BL0203
 BL0203'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0203'MARK NOT FOUND.
 BL0203
 BL0203                          STATION RECOVERY (1988)
 BL0203
 BL0203'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0203'MARK RECOVERED IN POOR CONDITION.
 BL0203
 BL0203                          STATION RECOVERY (1994)
 BL0203
 BL0203'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0203'RECOVERED IN GOOD CONDITION.
 BL0203
 BL0203                          STATION RECOVERY (1999)
 BL0203
 BL0203'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0203'RECOVERED IN GOOD CONDITION.
 BL0203
 BL0203                          STATION RECOVERY (2001)
 BL0203
 BL0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0203'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0203
 BL0203                          STATION RECOVERY (2001)
 BL0203
 BL0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0203'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0203
 BL0203                          STATION RECOVERY (2003)
 BL0203
 BL0203'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0203'RECOVERED IN GOOD CONDITION.
 BL0203
 BL0203                          STATION RECOVERY (2005)
 BL0203
 BL0203'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0535 ***********************************************************************
 DN0535  DESIGNATION -  G 902
 DN0535  PID         -  DN0535
 DN0535  STATE/COUNTY-  TX/GRAYSON
 DN0535  USGS QUAD   -  SHERMAN NW (1974)
 DN0535
 DN0535                         *CURRENT SURVEY CONTROL
 DN0535  ___________________________________________________________________
 DN0535* NAD 83(1986)-  33 42 57.     (N)    096 39 58.     (W)     SCALED    
 DN0535* NAVD 88     -       228.978  (meters)     751.24   (feet)  ADJUSTED  
 DN0535  ___________________________________________________________________
 DN0535  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DN0535  DYNAMIC HT  -         228.731 (meters)     750.43  (feet)  COMP
 DN0535  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 DN0535
 DN0535  VERT ORDER  -  SECOND    CLASS 0
 DN0535
 DN0535.This mark is at Grayson Co (F39) Airport (F39)
 DN0535
 DN0535.The horizontal coordinates were scaled from a topographic map and have
 DN0535.an estimated accuracy of +/- 6 seconds.
 DN0535
 DN0535.The orthometric height was determined by differential leveling
 DN0535.and adjusted by the National Geodetic Survey in June 1991..
 DN0535
 DN0535.The geoid height was determined by GEOID03.
 DN0535
 DN0535.The dynamic height is computed by dividing the NAVD 88
 DN0535.geopotential number by the normal gravity value computed on the
 DN0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0535.degrees latitude (g = 980.6199 gals.).
 DN0535
 DN0535.The modeled gravity was interpolated from observed gravity values.
 DN0535
 DN0535;                    North         East    Units  Estimated Accuracy
 DN0535;SPC TXNC     - 2,228,720.      769,970.      MT  (+/- 180 meters Scaled)
 DN0535
 DN0535                          SUPERSEDED SURVEY CONTROL
 DN0535
 DN0535  NGVD 29 (??/??/92)  228.941  (m)          751.12   (f) ADJ UNCH    2 0
 DN0535
 DN0535.Superseded values are not recommended for survey control.
 DN0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0535.See file dsdata.txt to determine how the superseded data were derived.
 DN0535
 DN0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC162330(NAD 83)
 DN0535_MARKER: DB = BENCH MARK DISK
 DN0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0535_STAMPING: G 902 1945
 DN0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0535+STABILITY: SURFACE MOTION
 DN0535
 DN0535  HISTORY     - Date     Condition        Report By
 DN0535  HISTORY     - 1945     MONUMENTED       CGS
 DN0535  HISTORY     - 1956     GOOD             AMS
 DN0535  HISTORY     - 20020815 GOOD             USPSQD
 DN0535  HISTORY     - 20030507 GOOD             JCLS
 DN0535
 DN0535                          STATION DESCRIPTION
 DN0535
 DN0535'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1956
 DN0535'IN POTTSBORO.
 DN0535'AT PERRIN FIELD, GRAYSON COUNTY, IN BLOCK 5, 200 FEET SOUTH AND 0.1
 DN0535'FEET OF THE SOUTHWEST CORNER OF A HANGER, 65 FEET NORTH AND 0.83 FEET
 DN0535'OF THE SOUTHWEST CORNER OF A MAINTENANCE BUILDING, 32 FEET
 DN0535'NORTH-NORTHEAST AND 0.47 FEET OF THE SOUTHWEST CORNER OF A SMALL
 DN0535'BUILDING, 0.5 FEET SOUTHEAST AND 0.00 FEET OF THE NORTHWEST CORNER OF
 DN0535'A HANGER.  A STANDARD DISK, STAMPED G 902 1945 AND SET IN THE TOP OF A
 DN0535'CONCRETE POST FLUSH WITH THE GROUND.
 DN0535
 DN0535                          STATION RECOVERY (2002)
 DN0535
 DN0535'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 DN0535'RECOVERED IN GOOD CONDITION.
 DN0535
 DN0535                          STATION RECOVERY (2003)
 DN0535
 DN0535'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 DN0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0100 ***********************************************************************
 DO0100  DESIGNATION -  G 903
 DO0100  PID         -  DO0100
 DO0100  STATE/COUNTY-  TX/WICHITA
 DO0100  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0100
 DO0100                         *CURRENT SURVEY CONTROL
 DO0100  ___________________________________________________________________
 DO0100* NAD 83(1986)-  33 59 40.     (N)    098 29 57.     (W)     SCALED    
 DO0100* NAVD 88     -       299.399  (meters)     982.28   (feet)  ADJUSTED  
 DO0100  ___________________________________________________________________
 DO0100  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DO0100  DYNAMIC HT  -         299.074 (meters)     981.21  (feet)  COMP
 DO0100  MODELED GRAV-     979,540.9   (mgal)                       NAVD 88
 DO0100
 DO0100  VERT ORDER  -  SECOND    CLASS 0
 DO0100
 DO0100.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0100
 DO0100.The horizontal coordinates were scaled from a topographic map and have
 DO0100.an estimated accuracy of +/- 6 seconds.
 DO0100
 DO0100.The orthometric height was determined by differential leveling
 DO0100.and adjusted by the National Geodetic Survey in June 1991..
 DO0100
 DO0100.The geoid height was determined by GEOID03.
 DO0100
 DO0100.The dynamic height is computed by dividing the NAVD 88
 DO0100.geopotential number by the normal gravity value computed on the
 DO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0100.degrees latitude (g = 980.6199 gals.).
 DO0100
 DO0100.The modeled gravity was interpolated from observed gravity values.
 DO0100
 DO0100;                    North         East    Units  Estimated Accuracy
 DO0100;SPC TXNC     - 2,258,140.      600,080.      MT  (+/- 180 meters Scaled)
 DO0100
 DO0100                          SUPERSEDED SURVEY CONTROL
 DO0100
 DO0100  NGVD 29 (??/??/92)  299.304  (m)          981.97   (f) ADJ UNCH    2 0
 DO0100
 DO0100.Superseded values are not recommended for survey control.
 DO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0100.See file dsdata.txt to determine how the superseded data were derived.
 DO0100
 DO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC462616(NAD 83)
 DO0100_MARKER: DB = BENCH MARK DISK
 DO0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0100_SP_SET: FOUNDATION
 DO0100_STAMPING: G 903 1945
 DO0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0100
 DO0100  HISTORY     - Date     Condition        Report By
 DO0100  HISTORY     - 1945     MONUMENTED       CGS
 DO0100  HISTORY     - 1957     GOOD             NGS
 DO0100  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0100  HISTORY     - 1984     GOOD             NGS
 DO0100
 DO0100                          STATION DESCRIPTION
 DO0100
 DO0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0100'5 MI N FROM WICHITA FALLS.
 DO0100'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE, IN
 DO0100'THE TOP OF THE CONCRETE FOUNDATION OF THE RUNWAY LITE AT NORTH END OF
 DO0100'THE PRESENT NORTH-SOUTH TAXIWAY, FLUSH WITH THE GROUND.  NOTE-- IT IS
 DO0100'REPORTED BT THE CORPS OF ENGINEERS THAT THIS MARK IS THE WAY OF
 DO0100'PROPOSED CONSTRUCTION AND WILL BE DESTROYED IN THE NEAR FUTURE. NOTE--
 DO0100'RUNWAY LIGHTS HAVE BEEN REMOVED.
 DO0100
 DO0100                          STATION RECOVERY (1972)
 DO0100
 DO0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0100'MARK NOT FOUND.
 DO0100
 DO0100                          STATION RECOVERY (1984)
 DO0100
 DO0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0283 ***********************************************************************
 CC0283  DESIGNATION -  G 904
 CC0283  PID         -  CC0283
 CC0283  STATE/COUNTY-  TX/WINKLER
 CC0283  USGS QUAD   -  KERMIT (1970)
 CC0283
 CC0283                         *CURRENT SURVEY CONTROL
 CC0283  ___________________________________________________________________
 CC0283* NAD 83(1986)-  31 45 58.     (N)    103 06 35.     (W)     SCALED    
 CC0283* NAVD 88     -       854.135  (meters)    2802.27   (feet)  ADJUSTED  
 CC0283  ___________________________________________________________________
 CC0283  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CC0283  DYNAMIC HT  -         852.933 (meters)    2798.33  (feet)  COMP
 CC0283  MODELED GRAV-     979,203.9   (mgal)                       NAVD 88
 CC0283
 CC0283  VERT ORDER  -  SECOND    CLASS 0
 CC0283
 CC0283.The horizontal coordinates were scaled from a topographic map and have
 CC0283.an estimated accuracy of +/- 6 seconds.
 CC0283
 CC0283.The orthometric height was determined by differential leveling
 CC0283.and adjusted by the National Geodetic Survey in June 1991..
 CC0283
 CC0283.The geoid height was determined by GEOID03.
 CC0283
 CC0283.The dynamic height is computed by dividing the NAVD 88
 CC0283.geopotential number by the normal gravity value computed on the
 CC0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0283.degrees latitude (g = 980.6199 gals.).
 CC0283
 CC0283.The modeled gravity was interpolated from observed gravity values.
 CC0283
 CC0283;                    North         East    Units  Estimated Accuracy
 CC0283;SPC TX C     - 3,236,020.      437,020.      MT  (+/- 180 meters Scaled)
 CC0283
 CC0283                          SUPERSEDED SURVEY CONTROL
 CC0283
 CC0283  NGVD 29 (??/??/92)  853.765  (m)         2801.06   (f) ADJ UNCH    2 0
 CC0283
 CC0283.Superseded values are not recommended for survey control.
 CC0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0283.See file dsdata.txt to determine how the superseded data were derived.
 CC0283
 CC0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR790160(NAD 83)
 CC0283_MARKER: DB = BENCH MARK DISK
 CC0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0283_STAMPING: G 904 1945
 CC0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0283+STABILITY: SURFACE MOTION
 CC0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0283+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 CC0283
 CC0283  HISTORY     - Date     Condition        Report By
 CC0283  HISTORY     - 1945     MONUMENTED       CGS
 CC0283  HISTORY     - 20030905 GOOD             INDIV
 CC0283
 CC0283                          STATION DESCRIPTION
 CC0283
 CC0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CC0283'3.0 MI E FROM WINK.
 CC0283'TO REACH FROM THE POST OFFICE AT WINK GO SOUTH 2 BLOCKS THENCE EAST
 CC0283'2.9 MILES ALONG AN ASPHALT ROAD TO SITE OF MARK, BENCH MARK IS AT THE
 CC0283'INTERSECTION OF THE ASPHALT ROAD AND THE TEXAS AND NEW MEXICO
 CC0283'RAILROAD, ABOUT 178.0 YARDS NORTH OF THE CENTER LINE OF THE ROAD,
 CC0283'140.0 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK, 2.0 FEET WEST OF
 CC0283'THE RIGHT OF WAY FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 MARKER POST. AN
 CC0283'IRON DISK STAMPED G 904 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 CC0283'PROJECTS 5 INCHES ABOVE GROUND.
 CC0283
 CC0283                          STATION RECOVERY (2003)
 CC0283
 CC0283'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0258 ***********************************************************************
 CC0258  DESIGNATION -  G 905
 CC0258  PID         -  CC0258
 CC0258  STATE/COUNTY-  TX/WARD
 CC0258  USGS QUAD   -  PYOTE EAST (1981)
 CC0258
 CC0258                         *CURRENT SURVEY CONTROL
 CC0258  ___________________________________________________________________
 CC0258* NAD 83(1986)-  31 32 05.     (N)    103 06 47.     (W)     SCALED    
 CC0258* NAVD 88     -       801.926  (meters)    2630.99   (feet)  ADJUSTED  
 CC0258  ___________________________________________________________________
 CC0258  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CC0258  DYNAMIC HT  -         800.786 (meters)    2627.25  (feet)  COMP
 CC0258  MODELED GRAV-     979,192.6   (mgal)                       NAVD 88
 CC0258
 CC0258  VERT ORDER  -  FIRST     CLASS II
 CC0258
 CC0258.The horizontal coordinates were scaled from a topographic map and have
 CC0258.an estimated accuracy of +/- 6 seconds.
 CC0258
 CC0258.The orthometric height was determined by differential leveling
 CC0258.and adjusted by the National Geodetic Survey in June 1991..
 CC0258
 CC0258.The geoid height was determined by GEOID03.
 CC0258
 CC0258.The dynamic height is computed by dividing the NAVD 88
 CC0258.geopotential number by the normal gravity value computed on the
 CC0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0258.degrees latitude (g = 980.6199 gals.).
 CC0258
 CC0258.The modeled gravity was interpolated from observed gravity values.
 CC0258
 CC0258;                    North         East    Units  Estimated Accuracy
 CC0258;SPC TX C     - 3,210,390.      436,070.      MT  (+/- 180 meters Scaled)
 CC0258
 CC0258                          SUPERSEDED SURVEY CONTROL
 CC0258
 CC0258  NGVD 29 (??/??/92)  801.614  (m)         2629.96   (f) ADJ UNCH    1 2
 CC0258
 CC0258.Superseded values are not recommended for survey control.
 CC0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0258.See file dsdata.txt to determine how the superseded data were derived.
 CC0258
 CC0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ791904(NAD 83)
 CC0258_MARKER: DB = BENCH MARK DISK
 CC0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0258_STAMPING: G 905 1945
 CC0258_MARK LOGO: CGS   
 CC0258_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0258+STABILITY: SURFACE MOTION
 CC0258
 CC0258  HISTORY     - Date     Condition        Report By
 CC0258  HISTORY     - 1945     MONUMENTED       CGS
 CC0258  HISTORY     - 1956     GOOD             NGS
 CC0258  HISTORY     - 1981     GOOD             NGS
 CC0258
 CC0258                          STATION DESCRIPTION
 CC0258
 CC0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0258'0.8 MI E FROM PYOTE.
 CC0258'0.8 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CC0258'PYOTE, WARD COUNTY, 100 YARDS NORTH OF THE CAMP PYOTE MOTOR COURTS, 82
 CC0258'FEET EAST OF MILEPOST 623, 43.5 FEET SOUTH OF THE CENTERLINE OF THE
 CC0258'TRACK, 86.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 80, IN LINE
 CC0258'WITH A ROW OF POLES BETWEEN THE TRACK AND THE HIGHWAY, 1.5 FEET WEST
 CC0258'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  AN IRON
 CC0258'BENCH-MARK DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 CC0258'ABOVE GROUND.
 CC0258
 CC0258                          STATION RECOVERY (1981)
 CC0258
 CC0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0258'23.7 KM (14.75 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 CC0258'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.8 KM (0.5 MI)
 CC0258'NORTHEAST OF THE CROSSING OF STATE HIGHWAY 115, 28.1 METERS (92.2 FT)
 CC0258'S0UTH-SOUTHEAST OF MILEPOST 623, 26.6 METERS (87.4 FT) NORTH-NORTHWEST
 CC0258'OF THE CENTERLINE OF U.S. HIGHWAY 80, 12.5 METERS (40.9 FT)
 CC0258'SOUTH-SOUTHEAST OF THE NEAR RAIL, AND 0.6 METER (2.0 FT) WEST OF A
 CC0258'4X4 INCH WOODEN WITNESS POST.
 CC0258'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CC0258'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0979 ***********************************************************************
 CS0979  DESIGNATION -  G 906 RESET 1951
 CS0979  PID         -  CS0979
 CS0979  STATE/COUNTY-  TX/ELLIS
 CS0979  USGS QUAD   -  MIDLOTHIAN (1978)
 CS0979
 CS0979                         *CURRENT SURVEY CONTROL
 CS0979  ___________________________________________________________________
 CS0979* NAD 83(1986)-  32 22 42.     (N)    096 52 49.     (W)     SCALED    
 CS0979* NAVD 88     -       196.72   (meters)     645.4    (feet)  RESET     
 CS0979  ___________________________________________________________________
 CS0979  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CS0979
 CS0979  VERT ORDER  -  THIRD
 CS0979
 CS0979.The horizontal coordinates were scaled from a topographic map and have
 CS0979.an estimated accuracy of +/- 6 seconds.
 CS0979
 CS0979.The orthometric height was computed from unverified reset data.
 CS0979
 CS0979.The geoid height was determined by GEOID03.
 CS0979
 CS0979;                    North         East    Units  Estimated Accuracy
 CS0979;SPC TXNC     - 2,080,090.      752,410.      MT  (+/- 180 meters Scaled)
 CS0979
 CS0979                          SUPERSEDED SURVEY CONTROL
 CS0979
 CS0979.No superseded survey control is available for this station.
 CS0979
 CS0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA994843(NAD 83)
 CS0979_MARKER: DB = BENCH MARK DISK
 CS0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0979_STAMPING: G 906 RESET 1951
 CS0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0979+STABILITY: SURFACE MOTION
 CS0979
 CS0979  HISTORY     - Date     Condition        Report By
 CS0979  HISTORY     - 1951     MONUMENTED       CGS
 CS0979
 CS0979                          STATION DESCRIPTION
 CS0979
 CS0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS0979'2.1 MI S FROM WAXAHACHIE.
 CS0979'TO REACH FROM THE COURT HOUSE IN WAXAHACHIE, GO SOUTHWEST ON FARM TO
 CS0979'MARKET ROAD 1446, 02.1 MILES TO THE SITE OF THE MARK.  IT IS ABOUT 14
 CS0979'YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 YARDS EAST OF THE
 CS0979'CENTERLINE OF THE ENTRANCE ROAD TO THE FRANK BRANAM FARM YARD, 2 YARDS
 CS0979'EAST OF THE FENCE CORNER AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, A
 CS0979'STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT AND STAMPED G 906
 CS0979'RESET 1951.  THE MARK PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2115 ***********************************************************************
 CS2115  DESIGNATION -  G 907
 CS2115  PID         -  CS2115
 CS2115  STATE/COUNTY-  TX/JOHNSON
 CS2115  USGS QUAD   -  VENUS (1978)
 CS2115
 CS2115                         *CURRENT SURVEY CONTROL
 CS2115  ___________________________________________________________________
 CS2115* NAD 83(1986)-  32 25 51.     (N)    097 07 08.     (W)     SCALED    
 CS2115* NAVD 88     -       207.706  (meters)     681.45   (feet)  ADJUSTED  
 CS2115  ___________________________________________________________________
 CS2115  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CS2115  DYNAMIC HT  -         207.458 (meters)     680.64  (feet)  COMP
 CS2115  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 CS2115
 CS2115  VERT ORDER  -  SECOND    CLASS 0
 CS2115
 CS2115.The horizontal coordinates were scaled from a topographic map and have
 CS2115.an estimated accuracy of +/- 6 seconds.
 CS2115
 CS2115.The orthometric height was determined by differential leveling
 CS2115.and adjusted by the National Geodetic Survey in June 1991..
 CS2115
 CS2115.The geoid height was determined by GEOID03.
 CS2115
 CS2115.The dynamic height is computed by dividing the NAVD 88
 CS2115.geopotential number by the normal gravity value computed on the
 CS2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2115.degrees latitude (g = 980.6199 gals.).
 CS2115
 CS2115.The modeled gravity was interpolated from observed gravity values.
 CS2115
 CS2115;                    North         East    Units  Estimated Accuracy
 CS2115;SPC TXNC     - 2,085,590.      729,880.      MT  (+/- 180 meters Scaled)
 CS2115
 CS2115                          SUPERSEDED SURVEY CONTROL
 CS2115
 CS2115  NGVD 29 (??/??/92)  207.684  (m)          681.38   (f) ADJ UNCH    2 0
 CS2115
 CS2115.Superseded values are not recommended for survey control.
 CS2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2115.See file dsdata.txt to determine how the superseded data were derived.
 CS2115
 CS2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA768897(NAD 83)
 CS2115_MARKER: DB = BENCH MARK DISK
 CS2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2115_STAMPING: G 907 1946
 CS2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2115+STABILITY: SURFACE MOTION
 CS2115
 CS2115  HISTORY     - Date     Condition        Report By
 CS2115  HISTORY     - 1946     MONUMENTED       CGS
 CS2115  HISTORY     - 1965     GOOD             NGS
 CS2115  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2115  HISTORY     - 19990608 MARK NOT FOUND   USPSQD
 CS2115
 CS2115                          STATION DESCRIPTION
 CS2115
 CS2115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2115'0.8 MI W FROM VENUS.
 CS2115'0.8 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CS2115'STATION AT VENUS, JOHNSON COUNTY, AT A DIM ROAD CROSSING, 33 FEET
 CS2115'NORTH OF THE NORTH RAIL, 15 FEET EAST OF THE CENTER LINE OF THE OLD
 CS2115'ROAD, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 CS2115'G 907 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 CS2115'ABOVE GROUND.  NOTE-- THE BENCH MARK MAY BE REACHED BY GOING 1.6 MILES
 CS2115'WEST ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION WITH FM HIGHWAY 157 IN
 CS2115'VENUS, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.55 MILE EAST
 CS2115'ALONG A TRACK ROAD WHICH PARALLEL RAILROAD TRACKS TO SITE OF BENCH
 CS2115'MARK, 35 FEET NORTH OF THE NORTH TRACK OF THE SANTA FE RAILROAD
 CS2115'TRACKS, 61 FEET EAST OF THE 12TH POLE WEST OF MILE POST 19, 15 FEET
 CS2115'SOUTHEAST OF A 6 X 6 IN. POST, AND 1 FOOT NORTH OF A TELEGRAPH POLE.
 CS2115
 CS2115                          STATION RECOVERY (1994)
 CS2115
 CS2115'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2115'MARK NOT FOUND.
 CS2115
 CS2115                          STATION RECOVERY (1999)
 CS2115
 CS2115'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0565 ***********************************************************************
 BM0565  DESIGNATION -  G 908
 BM0565  PID         -  BM0565
 BM0565  STATE/COUNTY-  TX/TRAVIS
 BM0565  USGS QUAD   -  MONTOPOLIS (1988)
 BM0565
 BM0565                         *CURRENT SURVEY CONTROL
 BM0565  ___________________________________________________________________
 BM0565* NAD 83(1986)-  30 14 52.     (N)    097 41 30.     (W)     SCALED    
 BM0565* NAVD 88     -       140.442  (meters)     460.77   (feet)  ADJUSTED  
 BM0565  ___________________________________________________________________
 BM0565  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BM0565  DYNAMIC HT  -         140.250 (meters)     460.14  (feet)  COMP
 BM0565  MODELED GRAV-     979,278.8   (mgal)                       NAVD 88
 BM0565
 BM0565  VERT ORDER  -  FIRST     CLASS I
 BM0565
 BM0565.The horizontal coordinates were scaled from a topographic map and have
 BM0565.an estimated accuracy of +/- 6 seconds.
 BM0565
 BM0565.The orthometric height was determined by differential leveling
 BM0565.and adjusted by the National Geodetic Survey in June 1991..
 BM0565
 BM0565.The geoid height was determined by GEOID03.
 BM0565
 BM0565.The dynamic height is computed by dividing the NAVD 88
 BM0565.geopotential number by the normal gravity value computed on the
 BM0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0565.degrees latitude (g = 980.6199 gals.).
 BM0565
 BM0565.The modeled gravity was interpolated from observed gravity values.
 BM0565
 BM0565;                    North         East    Units  Estimated Accuracy
 BM0565;SPC TX C     - 3,067,440.      954,220.      MT  (+/- 180 meters Scaled)
 BM0565
 BM0565                          SUPERSEDED SURVEY CONTROL
 BM0565
 BM0565  NGVD 29 (??/??/92)  140.353  (m)          460.47   (f) ADJ UNCH    1 1
 BM0565
 BM0565.Superseded values are not recommended for survey control.
 BM0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0565.See file dsdata.txt to determine how the superseded data were derived.
 BM0565
 BM0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU258469(NAD 83)
 BM0565_MARKER: DB = BENCH MARK DISK
 BM0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0565_SP_SET: BRIDGE
 BM0565_STAMPING: G 908 1944
 BM0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0565
 BM0565  HISTORY     - Date     Condition        Report By
 BM0565  HISTORY     - 1944     MONUMENTED       CGS
 BM0565  HISTORY     - 1973     GOOD             NGS
 BM0565  HISTORY     - 1978     GOOD             NGS
 BM0565  HISTORY     - 1990     GOOD             USPSQD
 BM0565  HISTORY     - 19950624 GOOD             USPSQD
 BM0565  HISTORY     - 20010202 GOOD             USPSQD
 BM0565  HISTORY     - 20030308 GOOD             USPSQD
 BM0565  HISTORY     - 20050226 GOOD             USPSQD
 BM0565
 BM0565                          STATION DESCRIPTION
 BM0565
 BM0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0565'IN MONTOPOLIS.
 BM0565'FROM THE NORTH END OF THE MOST WESTERLY AND OLDEST ONE OF THE TWO
 BM0565'HIGHWAY BRIDGES OVER THE COLORADO RIVER AT MONTOPOLIS, 14.0 FEET WEST
 BM0565'OF THE CENTER LINE OF THE SOUTH BOUND LANE OF THE U.S. HIGHWAY 183,
 BM0565'5.0 FEET EAST OF THE WEST PIPE BANNISTER OF THE BRIDGE, 1.0 FEET
 BM0565'NORTHWEST OF A STEEL GUARD RAILING POST, SET IN TOP OF THE WEST END OF
 BM0565'THE NORTH CONCRETE ABUTMENT, 0.5 FEET NORTH OF THE NORTH END OF THE
 BM0565'WEST CONCRETE WALKWAY OF THE BRIDGE, 1.0 FEET ABOVE THE HIGHWAY.
 BM0565
 BM0565                          STATION RECOVERY (1978)
 BM0565
 BM0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0565'RECOVERED IN GOOD CONDITION.
 BM0565
 BM0565                          STATION RECOVERY (1990)
 BM0565
 BM0565'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0565'RECOVERED IN GOOD CONDITION.
 BM0565
 BM0565                          STATION RECOVERY (1995)
 BM0565
 BM0565'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0565'RECOVERED IN GOOD CONDITION.
 BM0565
 BM0565                          STATION RECOVERY (2001)
 BM0565
 BM0565'RECOVERY NOTE BY US POWER SQUADRON 2001 (MJW)
 BM0565'RECOVERED IN GOOD CONDITION.
 BM0565
 BM0565                          STATION RECOVERY (2003)
 BM0565
 BM0565'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0565'RECOVERED IN GOOD CONDITION.
 BM0565
 BM0565                          STATION RECOVERY (2005)
 BM0565
 BM0565'RECOVERY NOTE BY US POWER SQUADRON 2005 (FDG)
 BM0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0734 ***********************************************************************
 AN0734  DESIGNATION -  G 909
 AN0734  PID         -  AN0734
 AN0734  STATE/COUNTY-  TX/VICTORIA
 AN0734  USGS QUAD   -  VICTORIA EAST (1995)
 AN0734
 AN0734                         *CURRENT SURVEY CONTROL
 AN0734  ___________________________________________________________________
 AN0734* NAD 83(1986)-  28 51 01.     (N)    096 55 28.     (W)     SCALED    
 AN0734* NAVD 88     -        30.74   (+/-2cm)     100.9    (feet)  VERTCON   
 AN0734  ___________________________________________________________________
 AN0734  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0734
 AN0734  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0734
 AN0734.This mark is at Victoria Reg (VCT) Airport (VCT)
 AN0734
 AN0734.The horizontal coordinates were scaled from a topographic map and have
 AN0734.an estimated accuracy of +/- 6 seconds.
 AN0734
 AN0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0734.The vertical order pertains to the NGVD 29 superseded value.
 AN0734
 AN0734.The geoid height was determined by GEOID03.
 AN0734
 AN0734;                    North         East    Units  Estimated Accuracy
 AN0734;SPC TXSC     - 4,114,500.      802,500.      MT  (+/- 180 meters Scaled)
 AN0734
 AN0734                          SUPERSEDED SURVEY CONTROL
 AN0734
 AN0734  NGVD 29 (??/??/92)   30.82   (m)          101.1    (f) COMPUTED    2 0
 AN0734
 AN0734.Superseded values are not recommended for survey control.
 AN0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0734.See file dsdata.txt to determine how the superseded data were derived.
 AN0734
 AN0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS024931(NAD 83)
 AN0734_MARKER: DB = BENCH MARK DISK
 AN0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0734_SP_SET: PAVEMENT
 AN0734_STAMPING: G 909 1944
 AN0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0734
 AN0734  HISTORY     - Date     Condition        Report By
 AN0734  HISTORY     - 1944     MONUMENTED       CGS
 AN0734  HISTORY     - 1964     GOOD             NGS
 AN0734
 AN0734                          STATION DESCRIPTION
 AN0734
 AN0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AN0734'IN FOSTER FIELD.
 AN0734'AT FOSTER FIELD, VICTORIA COUNTY, ABOUT 0.9 MILE NORTH OF U.S. HIGHWAY
 AN0734'59, AT THE WEST END OF RUNWAY 6, IN THE CONCRETE PAVEMENT, 4 FEET
 AN0734'NORTH OF THE SOUTH EDGE, AND 4 FEET EAST OF THE WEST EDGE.  A STANDARD
 AN0734'DISK, STAMPED G 909 1944.
 AN0734
 AN0734                          STATION RECOVERY (1964)
 AN0734
 AN0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AN0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2125 ***********************************************************************
 BX2125  DESIGNATION -  G 91
 BX2125  PID         -  BX2125
 BX2125  STATE/COUNTY-  TX/JASPER
 BX2125  USGS QUAD   -  HARRISBURG (1984)
 BX2125
 BX2125                         *CURRENT SURVEY CONTROL
 BX2125  ___________________________________________________________________
 BX2125* NAD 83(1986)-  31 03 28.     (N)    093 58 42.     (W)     SCALED    
 BX2125* NAVD 88     -       126.38   (+/-2cm)     414.6    (feet)  VERTCON   
 BX2125  ___________________________________________________________________
 BX2125  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BX2125
 BX2125  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2125
 BX2125.The horizontal coordinates were scaled from a topographic map and have
 BX2125.an estimated accuracy of +/- 6 seconds.
 BX2125
 BX2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2125.The vertical order pertains to the NGVD 29 superseded value.
 BX2125
 BX2125.The geoid height was determined by GEOID03.
 BX2125
 BX2125;                    North         East    Units  Estimated Accuracy
 BX2125;SPC TX C     - 3,171,530.    1,306,160.      MT  (+/- 180 meters Scaled)
 BX2125
 BX2125                          SUPERSEDED SURVEY CONTROL
 BX2125
 BX2125  NGVD 29 (??/??/??)  126.380  (m)          414.63   (f) ADJUSTED    1 2
 BX2125
 BX2125.Superseded values are not recommended for survey control.
 BX2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2125.See file dsdata.txt to determine how the superseded data were derived.
 BX2125
 BX2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ066364(NAD 83)
 BX2125_MARKER: DB = BENCH MARK DISK
 BX2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2125_SP_SET: CONCRETE POST
 BX2125_STAMPING: 414.632 G 91 1932
 BX2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2125+STABILITY: SURFACE MOTION
 BX2125
 BX2125  HISTORY     - Date     Condition        Report By
 BX2125  HISTORY     - 1932     MONUMENTED       CGS
 BX2125  HISTORY     - 1934     GOOD             CGS
 BX2125  HISTORY     - 1979     MARK NOT FOUND   NGS
 BX2125  HISTORY     - 1979     GOOD             USGS
 BX2125
 BX2125                          STATION DESCRIPTION
 BX2125
 BX2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX2125'9.3 MI N FROM JASPER.
 BX2125'9.3 MILES NORTH OF THE STATION AT JASPER ON THE G.C. AND S.F.R.R., 50
 BX2125'FEET SOUTH OF THE TRACK ON THE FENCE LINE, 85 FEET SOUTH OF MILE POLE
 BX2125'NO. 83, 4 1/2 POLES EAST OF TRESTLE NO. 82 D, 90 FEET SOUTH OF
 BX2125'R.R.B.M. NO. 409.59.
 BX2125
 BX2125                          STATION RECOVERY (1934)
 BX2125
 BX2125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BX2125'RECOVERED IN GOOD CONDITION.
 BX2125
 BX2125                          STATION RECOVERY (1979)
 BX2125
 BX2125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2125'MARK NOT FOUND.
 BX2125
 BX2125                          STATION RECOVERY (1979)
 BX2125
 BX2125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BX2125'9.3 MILES NORTH ALONG THE AT AND SF RAILWAY FROM THE STATION AT
 BX2125'JASPER, JASPER COUNTY, ABOUT 700 FEET EAST OF TRESTLE 82 D, 50 FEET
 BX2125'SOUTH OF THE TRACK, AND AT THE FENCE LINE. A STANDARD DISK, STAMPED G
 BX2125'91 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1603 ***********************************************************************
 CS1603  DESIGNATION -  G 910
 CS1603  PID         -  CS1603
 CS1603  STATE/COUNTY-  TX/TARRANT
 CS1603  USGS QUAD   -  LAKE WORTH (1982)
 CS1603
 CS1603                         *CURRENT SURVEY CONTROL
 CS1603  ___________________________________________________________________
 CS1603* NAD 83(1986)-  32 45 37.     (N)    097 24 32.     (W)     SCALED    
 CS1603* NAVD 88     -       173.222  (meters)     568.31   (feet)  POSTED    
 CS1603  ___________________________________________________________________
 CS1603  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CS1603  DYNAMIC HT  -         173.020 (meters)     567.65  (feet)  COMP
 CS1603  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 CS1603
 CS1603  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CS1603
 CS1603.The horizontal coordinates were scaled from a topographic map and have
 CS1603.an estimated accuracy of +/- 6 seconds.
 CS1603
 CS1603.The orthometric height was determined by differential leveling
 CS1603.and adjusted by the National Geodetic Survey in 1992..
 CS1603.No vertical observational check was made to the station.
 CS1603.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CS1603.was located on a no-check spur therefore a value was not computed.
 CS1603
 CS1603.The geoid height was determined by GEOID03.
 CS1603
 CS1603.The dynamic height is computed by dividing the NAVD 88
 CS1603.geopotential number by the normal gravity value computed on the
 CS1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1603.degrees latitude (g = 980.6199 gals.).
 CS1603
 CS1603.The modeled gravity was interpolated from observed gravity values.
 CS1603
 CS1603;                    North         East    Units  Estimated Accuracy
 CS1603;SPC TXNC     - 2,121,800.      702,230.      MT  (+/- 180 meters Scaled)
 CS1603
 CS1603                          SUPERSEDED SURVEY CONTROL
 CS1603
 CS1603  NGVD 29 (??/??/92)  173.225  (m)          568.32   (f) ADJ UNCH    1 2
 CS1603
 CS1603.Superseded values are not recommended for survey control.
 CS1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1603.See file dsdata.txt to determine how the superseded data were derived.
 CS1603
 CS1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB490258(NAD 83)
 CS1603_MARKER: DB = BENCH MARK DISK
 CS1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1603_STAMPING: G 910 1945
 CS1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1603+STABILITY: SURFACE MOTION
 CS1603
 CS1603  HISTORY     - Date     Condition        Report By
 CS1603  HISTORY     - 1945     MONUMENTED       CGS
 CS1603  HISTORY     - 1962     GOOD             NGS
 CS1603  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS1603  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CS1603  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1603
 CS1603                          STATION DESCRIPTION
 CS1603
 CS1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1603'4.5 MI W FROM FORT WORTH.
 CS1603'4.5 MILES WEST ALONG WHITE SETTLEMENT ROAD FROM THE INTERSECTION OF
 CS1603'HENDERSON STREET AT FORT WORTH, AT THE EAST END OF THE DIVIDED SECTION
 CS1603'OF THE ROAD, 150 FEET EAST OF A SIGN CONSOLIDATED AND NORTH FORT
 CS1603'WORTH, 50 FEET WEST OF THE J. H. RANDOLS MAILBOX AND DRIVEWAY, 10 FEET
 CS1603'NORTH OF A POLE, AT THE FENCE, AND 3 FEET EAST OF A WHITE WOODEN
 CS1603'WITNESS POST.  A STANDARD DISK, STAMPED G 910 1945 AND SET IN THE TOP
 CS1603'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND. NOTE-- THE
 CS1603'FENCE AND THE WITNESS POST ARE GONE.  OTHER REFERENCE POINTS WERE
 CS1603'FOUND TO BE AS DESCRIBED.  ADDITIONAL DISTANCES FROM REFERENCE POINTS
 CS1603'ARE AS FOLLOWS-- THE BENCH MARK IS 57 FEET WEST OF THE CENTER LINE OF
 CS1603'DRIVEWAY, 26 FEET SOUTH OF A 15-INCH PECAN TREE, AND IS SET FLUSH WITH
 CS1603'THE SURFACE OF THE GROUND.
 CS1603
 CS1603                          STATION RECOVERY (1996)
 CS1603
 CS1603'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1603'MARK NOT FOUND.
 CS1603
 CS1603                          STATION RECOVERY (2001)
 CS1603
 CS1603'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS1603'MARK NOT FOUND.
 CS1603
 CS1603                          STATION RECOVERY (2004)
 CS1603
 CS1603'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS1603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1018 ***********************************************************************
 CS1018  DESIGNATION -  G 911
 CS1018  PID         -  CS1018
 CS1018  STATE/COUNTY-  TX/DALLAS
 CS1018  USGS QUAD   -  CARROLLTON (1981)
 CS1018
 CS1018                         *CURRENT SURVEY CONTROL
 CS1018  ___________________________________________________________________
 CS1018* NAD 83(1986)-  32 52 51.     (N)    096 53 01.     (W)     SCALED    
 CS1018* NAVD 88     -       137.815  (meters)     452.15   (feet)  ADJUSTED  
 CS1018  ___________________________________________________________________
 CS1018  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CS1018  DYNAMIC HT  -         137.658 (meters)     451.63  (feet)  COMP
 CS1018  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CS1018
 CS1018  VERT ORDER  -  FIRST     CLASS II
 CS1018
 CS1018.The horizontal coordinates were scaled from a topographic map and have
 CS1018.an estimated accuracy of +/- 6 seconds.
 CS1018
 CS1018.The orthometric height was determined by differential leveling
 CS1018.and adjusted by the National Geodetic Survey in June 1991..
 CS1018
 CS1018.The geoid height was determined by GEOID03.
 CS1018
 CS1018.The dynamic height is computed by dividing the NAVD 88
 CS1018.geopotential number by the normal gravity value computed on the
 CS1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1018.degrees latitude (g = 980.6199 gals.).
 CS1018
 CS1018.The modeled gravity was interpolated from observed gravity values.
 CS1018
 CS1018;                    North         East    Units  Estimated Accuracy
 CS1018;SPC TXNC     - 2,135,800.      751,240.      MT  (+/- 180 meters Scaled)
 CS1018
 CS1018                          SUPERSEDED SURVEY CONTROL
 CS1018
 CS1018  NGVD 29 (??/??/92)  137.824  (m)          452.18   (f) ADJ UNCH    1 2
 CS1018
 CS1018.Superseded values are not recommended for survey control.
 CS1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1018.See file dsdata.txt to determine how the superseded data were derived.
 CS1018
 CS1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB979400(NAD 83)
 CS1018_MARKER: DB = BENCH MARK DISK
 CS1018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1018_SP_SET: CULVERT
 CS1018_STAMPING: G 911 1945
 CS1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1018
 CS1018  HISTORY     - Date     Condition        Report By
 CS1018  HISTORY     - 1945     MONUMENTED       CGS
 CS1018  HISTORY     - 1947     GOOD             NGS
 CS1018  HISTORY     - 20000209 MARK NOT FOUND   USPSQD
 CS1018
 CS1018                          STATION DESCRIPTION
 CS1018
 CS1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1018'3.0 MI S FROM FARMERS BRANCH.
 CS1018'ABOUT 3.0 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 CS1018'TEXAS FROM FARMERS BRANCH, DALLAS COUNTY, OPPOSITE SMALL WOODEN BRIDGE
 CS1018'749.8, 50 FEET EAST OF A NORTH-AND-SOUTH BLACK-TOP ROAD, 36 FEET EAST
 CS1018'OF A CONCRETE CULVERT AT A BLACK-TOP ROAD CROSSING, 33 FEET WEST OF
 CS1018'THE CENTER LINE OF THE TRACK, 15 FEET NORTH OF THE CENTER LINE OF THE
 CS1018'ROAD CROSSING THE TRACK AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 CS1018'NORTH HEAD WALL.  A STANDARD DISK, STAMPED G 911 1945.
 CS1018
 CS1018                          STATION RECOVERY (2000)
 CS1018
 CS1018'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0602 ***********************************************************************
 CU0602  DESIGNATION -  G 913
 CU0602  PID         -  CU0602
 CU0602  STATE/COUNTY-  TX/HOWARD
 CU0602  USGS QUAD   -  ELBOW (1978)
 CU0602
 CU0602                         *CURRENT SURVEY CONTROL
 CU0602  ___________________________________________________________________
 CU0602* NAD 83(1986)-  32 12 31.     (N)    101 34 34.     (W)     SCALED    
 CU0602* NAVD 88     -       738.511  (meters)    2422.93   (feet)  ADJUSTED  
 CU0602  ___________________________________________________________________
 CU0602  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CU0602  DYNAMIC HT  -         737.498 (meters)    2419.61  (feet)  COMP
 CU0602  MODELED GRAV-     979,242.3   (mgal)                       NAVD 88
 CU0602
 CU0602  VERT ORDER  -  FIRST     CLASS II
 CU0602
 CU0602.The horizontal coordinates were scaled from a topographic map and have
 CU0602.an estimated accuracy of +/- 6 seconds.
 CU0602
 CU0602.The orthometric height was determined by differential leveling
 CU0602.and adjusted by the National Geodetic Survey in June 1991..
 CU0602
 CU0602.The geoid height was determined by GEOID03.
 CU0602
 CU0602.The dynamic height is computed by dividing the NAVD 88
 CU0602.geopotential number by the normal gravity value computed on the
 CU0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0602.degrees latitude (g = 980.6199 gals.).
 CU0602
 CU0602.The modeled gravity was interpolated from observed gravity values.
 CU0602
 CU0602;                    North         East    Units  Estimated Accuracy
 CU0602;SPC TXNC     - 2,064,340.      310,040.      MT  (+/- 180 meters Scaled)
 CU0602
 CU0602                          SUPERSEDED SURVEY CONTROL
 CU0602
 CU0602  NGVD 29 (??/??/92)  738.235  (m)         2422.03   (f) ADJ UNCH    1 2
 CU0602
 CU0602.Superseded values are not recommended for survey control.
 CU0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0602.See file dsdata.txt to determine how the superseded data were derived.
 CU0602
 CU0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA571664(NAD 83)
 CU0602_MARKER: DB = BENCH MARK DISK
 CU0602_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0602_SP_SET: 50 FT
 CU0602_STAMPING: G 913 1956
 CU0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0602
 CU0602  HISTORY     - Date     Condition        Report By
 CU0602  HISTORY     - 1956     MONUMENTED       CGS
 CU0602
 CU0602                          STATION DESCRIPTION
 CU0602
 CU0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0602'7.25 MI SW FROM BIG SPRING.
 CU0602'7.25 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0602'STATION AT BIG SPRING, 80 YARDS NORTHEAST OF A LAKE BED, 55 FEET
 CU0602'SOUTHEAST OF THE SOUTHEAST RAIL, 22 FEET EAST OF A TELEPHONE POLE, 11
 CU0602'FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A FENCE, 2
 CU0602'FEET NORTHEAST OF A WITNESS POST, 275 FEET SOUTHWEST OF BENCH MARK H
 CU0602'913, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS
 CU0602'DRIVEN 50 FEET IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH
 CU0602'PROJECTS 0.6 FOOT ABOVE THE GROUND, 5 FEET BELOW THE TOP OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2035 ***********************************************************************
 CS2035  DESIGNATION -  G 914
 CS2035  PID         -  CS2035
 CS2035  STATE/COUNTY-  TX/JOHNSON
 CS2035  USGS QUAD   -  GRANDVIEW (1978)
 CS2035
 CS2035                         *CURRENT SURVEY CONTROL
 CS2035  ___________________________________________________________________
 CS2035* NAD 83(1986)-  32 15 34.     (N)    097 10 56.     (W)     SCALED    
 CS2035* NAVD 88     -       207.627  (meters)     681.19   (feet)  ADJUSTED  
 CS2035  ___________________________________________________________________
 CS2035  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CS2035  DYNAMIC HT  -         207.375 (meters)     680.36  (feet)  COMP
 CS2035  MODELED GRAV-     979,421.2   (mgal)                       NAVD 88
 CS2035
 CS2035  VERT ORDER  -  SECOND    CLASS 0
 CS2035
 CS2035.The horizontal coordinates were scaled from a topographic map and have
 CS2035.an estimated accuracy of +/- 6 seconds.
 CS2035
 CS2035.The orthometric height was determined by differential leveling
 CS2035.and adjusted by the National Geodetic Survey in June 1991..
 CS2035
 CS2035.The geoid height was determined by GEOID03.
 CS2035
 CS2035.The dynamic height is computed by dividing the NAVD 88
 CS2035.geopotential number by the normal gravity value computed on the
 CS2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2035.degrees latitude (g = 980.6199 gals.).
 CS2035
 CS2035.The modeled gravity was interpolated from observed gravity values.
 CS2035
 CS2035;                    North         East    Units  Estimated Accuracy
 CS2035;SPC TXNC     - 2,066,510.      724,160.      MT  (+/- 180 meters Scaled)
 CS2035
 CS2035                          SUPERSEDED SURVEY CONTROL
 CS2035
 CS2035  NGVD 29 (??/??/92)  207.595  (m)          681.08   (f) ADJ UNCH    2 0
 CS2035
 CS2035.Superseded values are not recommended for survey control.
 CS2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2035.See file dsdata.txt to determine how the superseded data were derived.
 CS2035
 CS2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA712706(NAD 83)
 CS2035_MARKER: DB = BENCH MARK DISK
 CS2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2035_STAMPING: G 914 1946
 CS2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2035+STABILITY: SURFACE MOTION
 CS2035
 CS2035  HISTORY     - Date     Condition        Report By
 CS2035  HISTORY     - 1946     MONUMENTED       CGS
 CS2035  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 CS2035
 CS2035                          STATION DESCRIPTION
 CS2035
 CS2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2035'0.7 MI S FROM GRANDVIEW.
 CS2035'BENCH MARK IS LOCATED ABOUT 0.7 MILE SOUTH OF THE STATION IN GRANDVIEW
 CS2035'ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD AT A ROAD CROSSING, 33 FEET
 CS2035'NORTH OF THE CENTER OF THE ROAD, 31 FEET EAST OF THE CENTER OF THE
 CS2035'TRACK, 11 FEET WEST OF A RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A 4X4
 CS2035'INCH WHITE WITNESS POST.  IT IS A DISK SET IN A CONCRETE POST WHICH
 CS2035'PROJECTS ABOUT 1 INCH.
 CS2035
 CS2035                          STATION RECOVERY (1994)
 CS2035
 CS2035'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0122 ***********************************************************************
 CB0122  DESIGNATION -  G 917
 CB0122  PID         -  CB0122
 CB0122  STATE/COUNTY-  TX/TOM GREEN
 CB0122  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0122
 CB0122                         *CURRENT SURVEY CONTROL
 CB0122  ___________________________________________________________________
 CB0122* NAD 83(1986)-  31 26 25.     (N)    100 24 49.     (W)     SCALED    
 CB0122* NAVD 88     -       561.102  (meters)    1840.88   (feet)  ADJUSTED  
 CB0122  ___________________________________________________________________
 CB0122  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CB0122  DYNAMIC HT  -         560.335 (meters)    1838.37  (feet)  COMP
 CB0122  MODELED GRAV-     979,254.0   (mgal)                       NAVD 88
 CB0122
 CB0122  VERT ORDER  -  FIRST     CLASS II
 CB0122
 CB0122.The horizontal coordinates were scaled from a topographic map and have
 CB0122.an estimated accuracy of +/- 6 seconds.
 CB0122
 CB0122.The orthometric height was determined by differential leveling
 CB0122.and adjusted by the National Geodetic Survey in June 1991..
 CB0122
 CB0122.The geoid height was determined by GEOID03.
 CB0122
 CB0122.The dynamic height is computed by dividing the NAVD 88
 CB0122.geopotential number by the normal gravity value computed on the
 CB0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0122.degrees latitude (g = 980.6199 gals.).
 CB0122
 CB0122.The modeled gravity was interpolated from observed gravity values.
 CB0122
 CB0122;                    North         East    Units  Estimated Accuracy
 CB0122;SPC TX C     - 3,196,620.      692,370.      MT  (+/- 180 meters Scaled)
 CB0122
 CB0122                          SUPERSEDED SURVEY CONTROL
 CB0122
 CB0122.No superseded survey control is available for this station.
 CB0122
 CB0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV656792(NAD 83)
 CB0122_MARKER: DB = BENCH MARK DISK
 CB0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0122_STAMPING: G-917 1945
 CB0122_MARK LOGO: CGS   
 CB0122_PROJECTION: PROJECTING 10 CENTIMETERS
 CB0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0122+STABILITY: SURFACE MOTION
 CB0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB0122+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 CB0122
 CB0122  HISTORY     - Date     Condition        Report By
 CB0122  HISTORY     - 1945     MONUMENTED       CGS
 CB0122  HISTORY     - 1981     GOOD             NGS
 CB0122  HISTORY     - 20031128 GOOD             USPSQD
 CB0122
 CB0122                          STATION DESCRIPTION
 CB0122
 CB0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CB0122'2.0 MI SE FROM SAN ANGELO.
 CB0122'2.0 MILES SOUTHEAST OF THE PANHANDLE AND SANTA FE RAILWAY STATION AT
 CB0122'GOODFELLOW FIELD 2.0 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 277 AND
 CB0122'87 AND THE PAINT ROCK ROAD, 0.5 MILE EAST AND SOUTH OF THE JUNCTION OF
 CB0122'U.S. HIGHWAY 277 AND 87 AND THE PAINT ROCK ROAD, AT THE ENTRANCE OF
 CB0122'GOODFELLOW FIELD, 0.1 MILE SOUTH OF THE PAINT ROCK ROAD, 48 FEET WEST
 CB0122'OF CENTER LINE OF THE FT MCKAVITT ROAD, 36 FEET SOUTH OF ENTRANCE TO
 CB0122'FIELD, 3 FEET NORTH OF 4X4 IN. WITNESS POST, 8 INCHES ABOVE THE
 CB0122'GROUND.
 CB0122
 CB0122                          STATION RECOVERY (1981)
 CB0122
 CB0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0122'IN SAN ANGELO, AT THE NORTHEAST CORNER OF THE LAWN OF THE GLENMORE
 CB0122'ELEMENTARY SCHOOL AT THE INTERSECTION OF PENROSE STREET AND FORT
 CB0122'MCKAVITT ROAD, 26.3 METERS (86.3 FT) NORTHEAST OF THE NORTHEAST CORNER
 CB0122'OF THE SCHOOL, 16.6 METERS (54.5 FT) SOUTH OF THE CENTER OF THE
 CB0122'STREET, 13.8 METERS (45.3 FT) WEST OF THE CENTERLINE OF THE ROAD AND
 CB0122'11.2 METERS (36.7 FT) SOUTHWEST OF A UTILITY POLE WITH 2 TRANSFORMERS.
 CB0122'THE MARK IS 0.3 M ABOVE THE ROAD.
 CB0122
 CB0122                          STATION RECOVERY (2003)
 CB0122
 CB0122'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0537 ***********************************************************************
 CU0537  DESIGNATION -  G 918
 CU0537  PID         -  CU0537
 CU0537  STATE/COUNTY-  TX/HOWARD
 CU0537  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU0537
 CU0537                         *CURRENT SURVEY CONTROL
 CU0537  ___________________________________________________________________
 CU0537* NAD 83(1986)-  32 14 48.     (N)    101 29 38.     (W)     SCALED    
 CU0537* NAVD 88     -       738.805  (meters)    2423.90   (feet)  ADJUSTED  
 CU0537  ___________________________________________________________________
 CU0537  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CU0537  DYNAMIC HT  -         737.790 (meters)    2420.57  (feet)  COMP
 CU0537  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 CU0537
 CU0537  VERT ORDER  -  FIRST     CLASS II
 CU0537
 CU0537.The horizontal coordinates were scaled from a topographic map and have
 CU0537.an estimated accuracy of +/- 6 seconds.
 CU0537
 CU0537.The orthometric height was determined by differential leveling
 CU0537.and adjusted by the National Geodetic Survey in June 1991..
 CU0537
 CU0537.The geoid height was determined by GEOID03.
 CU0537
 CU0537.The dynamic height is computed by dividing the NAVD 88
 CU0537.geopotential number by the normal gravity value computed on the
 CU0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0537.degrees latitude (g = 980.6199 gals.).
 CU0537
 CU0537.The modeled gravity was interpolated from observed gravity values.
 CU0537
 CU0537;                    North         East    Units  Estimated Accuracy
 CU0537;SPC TXNC     - 2,068,340.      317,910.      MT  (+/- 180 meters Scaled)
 CU0537
 CU0537                          SUPERSEDED SURVEY CONTROL
 CU0537
 CU0537  NGVD 29 (??/??/92)  738.536  (m)         2423.01   (f) ADJ UNCH    1 2
 CU0537
 CU0537.Superseded values are not recommended for survey control.
 CU0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0537.See file dsdata.txt to determine how the superseded data were derived.
 CU0537
 CU0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA650705(NAD 83)
 CU0537_MARKER: DB = BENCH MARK DISK
 CU0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0537_SP_SET: CULVERT
 CU0537_STAMPING: G 918 1945
 CU0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0537
 CU0537  HISTORY     - Date     Condition        Report By
 CU0537  HISTORY     - 1945     MONUMENTED       CGS
 CU0537  HISTORY     - 1958     GOOD             NGS
 CU0537
 CU0537                          STATION DESCRIPTION
 CU0537
 CU0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0537'1.0 MI W FROM BIG SPRING.
 CU0537'1.0 MILE WEST ALONG U. S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT BIG
 CU0537'SPRING, IN THE TOP AND CENTER OF THE SOUTH CONCRETE HEADWALL OF A
 CU0537'CULVERT UNDER THE HIGHWAY, 37 FEET SOUTH OF THE CENTER LINE OF THE
 CU0537'HIGHWAY, 26 FEET EAST OF THE CENTER LINE OF BROWN STREET, AND ABOUT 1
 CU0537'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0814 ***********************************************************************
 AH0814  DESIGNATION -  G 919
 AH0814  PID         -  AH0814
 AH0814  STATE/COUNTY-  TX/NUECES
 AH0814  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0814
 AH0814                         *CURRENT SURVEY CONTROL
 AH0814  ___________________________________________________________________
 AH0814* NAD 83(1986)-  27 41 11.     (N)    097 41 02.     (W)     SCALED    
 AH0814* NAVD 88     -        17.323  (meters)      56.83   (feet)  ADJUSTED  
 AH0814  ___________________________________________________________________
 AH0814  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AH0814  DYNAMIC HT  -          17.296 (meters)      56.75  (feet)  COMP
 AH0814  MODELED GRAV-     979,112.8   (mgal)                       NAVD 88
 AH0814
 AH0814  VERT ORDER  -  SECOND    CLASS 0
 AH0814
 AH0814.The horizontal coordinates were scaled from a topographic map and have
 AH0814.an estimated accuracy of +/- 6 seconds.
 AH0814
 AH0814.The orthometric height was determined by differential leveling
 AH0814.and adjusted by the National Geodetic Survey in June 1991..
 AH0814
 AH0814.The geoid height was determined by GEOID03.
 AH0814
 AH0814.The dynamic height is computed by dividing the NAVD 88
 AH0814.geopotential number by the normal gravity value computed on the
 AH0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0814.degrees latitude (g = 980.6199 gals.).
 AH0814
 AH0814.The modeled gravity was interpolated from observed gravity values.
 AH0814
 AH0814;                    North         East    Units  Estimated Accuracy
 AH0814;SPC TX S     - 5,224,030.      380,500.      MT  (+/- 180 meters Scaled)
 AH0814
 AH0814                          SUPERSEDED SURVEY CONTROL
 AH0814
 AH0814  NGVD 29 (??/??/92)   17.458  (m)           57.28   (f) ADJ UNCH    2 0
 AH0814
 AH0814.Superseded values are not recommended for survey control.
 AH0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0814.See file dsdata.txt to determine how the superseded data were derived.
 AH0814
 AH0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR297631(NAD 83)
 AH0814_MARKER: DB = BENCH MARK DISK
 AH0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0814_STAMPING: G 919 1945
 AH0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0814+STABILITY: SURFACE MOTION
 AH0814
 AH0814  HISTORY     - Date     Condition        Report By
 AH0814  HISTORY     - 1945     MONUMENTED       CGS
 AH0814  HISTORY     - 1949     GOOD             NGS
 AH0814  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0814
 AH0814                          STATION DESCRIPTION
 AH0814
 AH0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0814'5.2 MI NE FROM DRISCOLL.
 AH0814'4.2 MILES EAST ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AH0814'HIGHWAY 96 AT DRISCOLL, NUECES COUNTY, THENCE 1.0 MILE NORTH ALONG A
 AH0814'SECTION-LINE ROAD.  2.2 MILES SOUTH OF OUTLYING FIELD 32, AT A T-ROAD
 AH0814'JUNCTION, 48 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 24 FEET
 AH0814'SOUTH OF THE SIDE ROAD, 5 FEET EAST OF THE NORTHWEST CORNER OF A
 AH0814'FENCE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  AN IRON DISK,
 AH0814'STAMPED G 919 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 AH0814'INCHES ABOVE GROUND.
 AH0814
 AH0814                          STATION RECOVERY (1969)
 AH0814
 AH0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0634 ***********************************************************************
 AH0634  DESIGNATION -  G 920
 AH0634  PID         -  AH0634
 AH0634  STATE/COUNTY-  TX/KLEBERG
 AH0634  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH0634
 AH0634                         *CURRENT SURVEY CONTROL
 AH0634  ___________________________________________________________________
 AH0634* NAD 83(1986)-  27 29 01.     (N)    097 30 28.     (W)     SCALED    
 AH0634* NAVD 88     -         6.910  (meters)      22.67   (feet)  ADJUSTED  
 AH0634  ___________________________________________________________________
 AH0634  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AH0634  DYNAMIC HT  -           6.899 (meters)      22.63  (feet)  COMP
 AH0634  MODELED GRAV-     979,113.9   (mgal)                       NAVD 88
 AH0634
 AH0634  VERT ORDER  -  SECOND    CLASS 0
 AH0634
 AH0634.The horizontal coordinates were scaled from a topographic map and have
 AH0634.an estimated accuracy of +/- 6 seconds.
 AH0634
 AH0634.The orthometric height was determined by differential leveling
 AH0634.and adjusted by the National Geodetic Survey in June 1991..
 AH0634
 AH0634.The geoid height was determined by GEOID03.
 AH0634
 AH0634.The dynamic height is computed by dividing the NAVD 88
 AH0634.geopotential number by the normal gravity value computed on the
 AH0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0634.degrees latitude (g = 980.6199 gals.).
 AH0634
 AH0634.The modeled gravity was interpolated from observed gravity values.
 AH0634
 AH0634;                    North         East    Units  Estimated Accuracy
 AH0634;SPC TX S     - 5,201,690.      398,050.      MT  (+/- 180 meters Scaled)
 AH0634
 AH0634                          SUPERSEDED SURVEY CONTROL
 AH0634
 AH0634  NGVD 29 (??/??/92)    7.039  (m)           23.09   (f) ADJ UNCH    2 0
 AH0634
 AH0634.Superseded values are not recommended for survey control.
 AH0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0634.See file dsdata.txt to determine how the superseded data were derived.
 AH0634
 AH0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR474408(NAD 83)
 AH0634_MARKER: DB = BENCH MARK DISK
 AH0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0634_STAMPING: G 920 1945
 AH0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0634+STABILITY: SURFACE MOTION
 AH0634
 AH0634  HISTORY     - Date     Condition        Report By
 AH0634  HISTORY     - 1945     MONUMENTED       CGS
 AH0634  HISTORY     - 1949     GOOD             NGS
 AH0634
 AH0634                          STATION DESCRIPTION
 AH0634
 AH0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0634'3.9 MI S FROM LAURELES RANCH.
 AH0634'LOCATED ON THE KING RANCH, 3.9 MI. S. OF LAURELES RANCH HEADQUARTERS.
 AH0634'TO REACH FROM LAURELES RANCH, PROCEED 0.4 MI. SE ALONG HARD-SURFACED
 AH0634'ROAD TO ROAD FORK, THENCE S. ALONG ROCK-SURFACED ROAD 4 MI. TO
 AH0634'ENTRANCE TO FIELD 14 AND VICINITY OF MARK.  BENCH MARK IS 1.8 MI. E.
 AH0634'OF AGUA DULCE CREEK, ON THE N. SIDE OF FIELD 14, 15 FT. E. OF THE E.
 AH0634'END OF THE GATE, 1 FT. N. OF THE FENCE, AND 2 FT. W. OF A 4 X 4-INCH
 AH0634'WHITE WOOD WITNESS POST.  MARK IS A STANDARD DISK STAMPED G 920 1945,
 AH0634'SET IN AN 8 X 8-INCH CONCRETE MONUMENT PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1316 ***********************************************************************
 CS1316  DESIGNATION -  G 921
 CS1316  PID         -  CS1316
 CS1316  STATE/COUNTY-  TX/DALLAS
 CS1316  USGS QUAD   -  ADDISON (1981)
 CS1316
 CS1316                         *CURRENT SURVEY CONTROL
 CS1316  ___________________________________________________________________
 CS1316* NAD 83(1986)-  32 57 51.     (N)    096 48 13.     (W)     SCALED    
 CS1316* NAVD 88     -       175.267  (meters)     575.02   (feet)  ADJUSTED  
 CS1316  ___________________________________________________________________
 CS1316  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CS1316  DYNAMIC HT  -         175.069 (meters)     574.37  (feet)  COMP
 CS1316  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 CS1316
 CS1316  VERT ORDER  -  SECOND    CLASS 0
 CS1316
 CS1316.The horizontal coordinates were scaled from a topographic map and have
 CS1316.an estimated accuracy of +/- 6 seconds.
 CS1316
 CS1316.The orthometric height was determined by differential leveling
 CS1316.and adjusted by the National Geodetic Survey in June 1991..
 CS1316
 CS1316.The geoid height was determined by GEOID03.
 CS1316
 CS1316.The dynamic height is computed by dividing the NAVD 88
 CS1316.geopotential number by the normal gravity value computed on the
 CS1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1316.degrees latitude (g = 980.6199 gals.).
 CS1316
 CS1316.The modeled gravity was interpolated from observed gravity values.
 CS1316
 CS1316;                    North         East    Units  Estimated Accuracy
 CS1316;SPC TXNC     - 2,145,160.      758,570.      MT  (+/- 180 meters Scaled)
 CS1316
 CS1316                          SUPERSEDED SURVEY CONTROL
 CS1316
 CS1316  NGVD 29 (??/??/92)  175.264  (m)          575.01   (f) ADJ UNCH    2 0
 CS1316
 CS1316.Superseded values are not recommended for survey control.
 CS1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1316.See file dsdata.txt to determine how the superseded data were derived.
 CS1316
 CS1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB052494(NAD 83)
 CS1316_MARKER: DB = BENCH MARK DISK
 CS1316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1316_SP_SET: GUARD RAIL
 CS1316_STAMPING: G 921 1946
 CS1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1316
 CS1316  HISTORY     - Date     Condition        Report By
 CS1316  HISTORY     - 1946     MONUMENTED       CGS
 CS1316  HISTORY     - 1959     GOOD             NGS
 CS1316  HISTORY     - 1966     GOOD             NGS
 CS1316  HISTORY     - 19910615 MARK NOT FOUND   USPSQD
 CS1316
 CS1316                          STATION DESCRIPTION
 CS1316
 CS1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1316'2.0 MI E FROM ADDISON.
 CS1316'2.0 MILES EAST ALONG STATE HIGHWAY NO. 289 FROM THE GRADE SCHOOL AT
 CS1316'ADDISON, ABOUT 22 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 10
 CS1316'INCHES NORTH FROM THE SOUTH END OF THE EAST GUARD RAIL OF A CONCRETE
 CS1316'BRIDGE AND NEAR THE CENTER OF THE TOP OF THE CONCRETE POST AT THE END
 CS1316'OF THE GUARD RAIL.  IT IS ABOUT 3 FEET ABOVE THE LEVEL OF THE BRIDGE
 CS1316'ROAD-WAY.  A STANDARD DISK STAMPED G 921 1946.
 CS1316
 CS1316                          STATION RECOVERY (1966)
 CS1316
 CS1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1316'RECOVERED IN GOOD CONDITION.
 CS1316
 CS1316                          STATION RECOVERY (1991)
 CS1316
 CS1316'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0405 ***********************************************************************
 DN0405  DESIGNATION -  G 923 RESET 1957
 DN0405  PID         -  DN0405
 DN0405  STATE/COUNTY-  TX/COLLIN
 DN0405  USGS QUAD   -  PLANO (1973)
 DN0405
 DN0405                         *CURRENT SURVEY CONTROL
 DN0405  ___________________________________________________________________
 DN0405* NAD 83(1986)-  33 04 47.     (N)    096 40 34.     (W)     SCALED    
 DN0405* NAVD 88     -       195.25   (+/-2cm)     640.6    (feet)  VERTCON   
 DN0405  ___________________________________________________________________
 DN0405  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DN0405
 DN0405  VERT ORDER  -  THIRD (See Below)
 DN0405
 DN0405.The horizontal coordinates were scaled from a topographic map and have
 DN0405.an estimated accuracy of +/- 6 seconds.
 DN0405
 DN0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0405.The vertical order pertains to the NGVD 29 superseded value.
 DN0405
 DN0405.The geoid height was determined by GEOID03.
 DN0405
 DN0405;                    North         East    Units  Estimated Accuracy
 DN0405;SPC TXNC     - 2,158,170.      770,270.      MT  (+/- 180 meters Scaled)
 DN0405
 DN0405                          SUPERSEDED SURVEY CONTROL
 DN0405
 DN0405  NGVD 29 (01/29/03)  195.26   (m)          640.6    (f) RESET       3  
 DN0405
 DN0405.Superseded values are not recommended for survey control.
 DN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0405.See file dsdata.txt to determine how the superseded data were derived.
 DN0405
 DN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB169625(NAD 83)
 DN0405_MARKER: DB = BENCH MARK DISK
 DN0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0405_STAMPING: G 923 RESET 1957
 DN0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0405+STABILITY: SURFACE MOTION
 DN0405
 DN0405  HISTORY     - Date     Condition        Report By
 DN0405  HISTORY     - 1957     MONUMENTED       CGS
 DN0405  HISTORY     - 1960     GOOD             NGS
 DN0405  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 DN0405
 DN0405                          STATION DESCRIPTION
 DN0405
 DN0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0405'4.6 MI N FROM PLANO.
 DN0405'4.6 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE MAIN STREET
 DN0405'INTERSECTION AND TRAFFIC LIGHT IN PLANO, 28 FEET EAST OF THE EAST
 DN0405'RIGHT-OF-WAY OF THE HIGHWAY, 135 FEET SOUTH OF A T-ROAD LEADING WEST,
 DN0405'10 FEET WEST OF A TREE ROW, AND 4 FEET EAST OF A BILLBOARD.  IT IS 0.3
 DN0405'MILE EAST OF THE RAILROAD AND U.S. 75 HIGHWAY EXPRESSWAY AND 135 FEET
 DN0405'SOUTHEAST OF THE COUNTY ROAD LEADING WEST TO THE EXPRESSWAY.  A
 DN0405'STANDARD DISK, STAMPED G 923 RESET 1957 AND SET IN THE TOP OF A
 DN0405'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 DN0405
 DN0405                          STATION RECOVERY (1991)
 DN0405
 DN0405'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0146 ***********************************************************************
 DN0146  DESIGNATION -  G 926
 DN0146  PID         -  DN0146
 DN0146  STATE/COUNTY-  TX/HUNT
 DN0146  USGS QUAD   -  GREENVILLE NW (1962)
 DN0146
 DN0146                         *CURRENT SURVEY CONTROL
 DN0146  ___________________________________________________________________
 DN0146* NAD 83(1986)-  33 07 34.     (N)    096 08 23.     (W)     SCALED    
 DN0146* NAVD 88     -       175.558  (meters)     575.98   (feet)  ADJUSTED  
 DN0146  ___________________________________________________________________
 DN0146  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DN0146  DYNAMIC HT  -         175.367 (meters)     575.35  (feet)  COMP
 DN0146  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 DN0146
 DN0146  VERT ORDER  -  FIRST     CLASS II
 DN0146
 DN0146.The horizontal coordinates were scaled from a topographic map and have
 DN0146.an estimated accuracy of +/- 6 seconds.
 DN0146
 DN0146.The orthometric height was determined by differential leveling
 DN0146.and adjusted by the National Geodetic Survey in June 1991..
 DN0146
 DN0146.The geoid height was determined by GEOID03.
 DN0146
 DN0146.The dynamic height is computed by dividing the NAVD 88
 DN0146.geopotential number by the normal gravity value computed on the
 DN0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0146.degrees latitude (g = 980.6199 gals.).
 DN0146
 DN0146.The modeled gravity was interpolated from observed gravity values.
 DN0146
 DN0146;                    North         East    Units  Estimated Accuracy
 DN0146;SPC TXNC     - 2,164,310.      820,220.      MT  (+/- 180 meters Scaled)
 DN0146
 DN0146                          SUPERSEDED SURVEY CONTROL
 DN0146
 DN0146  NGVD 29 (??/??/92)  175.545  (m)          575.93   (f) ADJ UNCH    1 2
 DN0146
 DN0146.Superseded values are not recommended for survey control.
 DN0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0146.See file dsdata.txt to determine how the superseded data were derived.
 DN0146
 DN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB668689(NAD 83)
 DN0146_MARKER: DB = BENCH MARK DISK
 DN0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0146_SP_SET: ABUTMENT
 DN0146_STAMPING: G 926 1946
 DN0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0146
 DN0146  HISTORY     - Date     Condition        Report By
 DN0146  HISTORY     - 1946     MONUMENTED       CGS
 DN0146  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0146  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN0146
 DN0146                          STATION DESCRIPTION
 DN0146
 DN0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0146'2.0 MI SW FROM GREENVILLE.
 DN0146'2.0 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 DN0146'THE STATION AT GREENVILLE.  THE MARK IS SET IN A RAILROAD OVERPASS
 DN0146'OVER U.S. HIGHWAY 67. 4 FEET BELOW THE LEVEL OF THE TRACK. A BRONZE
 DN0146'DISK SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF
 DN0146'A CONCRETE RAILROAD OVERPASS.
 DN0146
 DN0146                          STATION RECOVERY (1986)
 DN0146
 DN0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0146'MARK NOT FOUND.
 DN0146
 DN0146                          STATION RECOVERY (1994)
 DN0146
 DN0146'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1017 ***********************************************************************
 DN1017  DESIGNATION -  G 926 RESET
 DN1017  PID         -  DN1017
 DN1017  STATE/COUNTY-  TX/HUNT
 DN1017  USGS QUAD   -  GREENVILLE NW (1962)
 DN1017
 DN1017                         *CURRENT SURVEY CONTROL
 DN1017  ___________________________________________________________________
 DN1017* NAD 83(1986)-  33 07 34.     (N)    096 08 23.     (W)     SCALED    
 DN1017* NAVD 88     -       176.945  (meters)     580.53   (feet)  ADJUSTED  
 DN1017  ___________________________________________________________________
 DN1017  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DN1017  DYNAMIC HT  -         176.753 (meters)     579.90  (feet)  COMP
 DN1017  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 DN1017
 DN1017  VERT ORDER  -  FIRST     CLASS II
 DN1017
 DN1017.The horizontal coordinates were scaled from a topographic map and have
 DN1017.an estimated accuracy of +/- 6 seconds.
 DN1017
 DN1017.The orthometric height was determined by differential leveling
 DN1017.and adjusted by the National Geodetic Survey in June 1991..
 DN1017
 DN1017.The geoid height was determined by GEOID03.
 DN1017
 DN1017.The dynamic height is computed by dividing the NAVD 88
 DN1017.geopotential number by the normal gravity value computed on the
 DN1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1017.degrees latitude (g = 980.6199 gals.).
 DN1017
 DN1017.The modeled gravity was interpolated from observed gravity values.
 DN1017
 DN1017;                    North         East    Units  Estimated Accuracy
 DN1017;SPC TXNC     - 2,164,310.      820,220.      MT  (+/- 180 meters Scaled)
 DN1017
 DN1017                          SUPERSEDED SURVEY CONTROL
 DN1017
 DN1017.No superseded survey control is available for this station.
 DN1017
 DN1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB668689(NAD 83)
 DN1017_MARKER: DB = BENCH MARK DISK
 DN1017_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN1017_SP_SET: MASSIVE RETAINING WALL
 DN1017_STAMPING: G 926 RESET 1978
 DN1017_MARK LOGO: NGS   
 DN1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1017
 DN1017  HISTORY     - Date     Condition        Report By
 DN1017  HISTORY     - 1978     MONUMENTED       NGS
 DN1017  HISTORY     - 1986     GOOD             NGS
 DN1017  HISTORY     - 19940418 GOOD             USPSQD
 DN1017
 DN1017                          STATION DESCRIPTION
 DN1017
 DN1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1017'4.8 KM (3.0 MI) SW FROM GREENVILLE.
 DN1017'3.0 KM (2.95 MI) WESTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE
 DN1017'IN GREENVILLE, THENCE 1.8 KM (1.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 69,
 DN1017'IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE RETAINING WALL OF THE
 DN1017'MISSOURI KANSAS TEXAS RAILROAD OVERPASS OF THE HIGHWAY, 23.1 M
 DN1017'(75.8 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 DN1017'THE HIGHWAY, AND 0.9 M (3.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 DN1017'RETAINING WALL.  NOTE--THE TOP OF THE DISK HAS BEEN HIT AND PART OF
 DN1017'THE STAMPING IS ILLEGIBLE.
 DN1017'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DN1017
 DN1017                          STATION RECOVERY (1994)
 DN1017
 DN1017'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0006 ***********************************************************************
 CS0006  DESIGNATION -  G 927
 CS0006  PID         -  CS0006
 CS0006  STATE/COUNTY-  TX/ROCKWALL
 CS0006  USGS QUAD   -  ROCKWALL (1973)
 CS0006
 CS0006                         *CURRENT SURVEY CONTROL
 CS0006  ___________________________________________________________________
 CS0006* NAD 83(1986)-  32 55 25.     (N)    096 25 51.     (W)     SCALED    
 CS0006* NAVD 88     -       178.472  (meters)     585.54   (feet)  ADJUSTED  
 CS0006  ___________________________________________________________________
 CS0006  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS0006  DYNAMIC HT  -         178.277 (meters)     584.90  (feet)  COMP
 CS0006  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 CS0006
 CS0006  VERT ORDER  -  FIRST     CLASS II
 CS0006
 CS0006.The horizontal coordinates were scaled from a topographic map and have
 CS0006.an estimated accuracy of +/- 6 seconds.
 CS0006
 CS0006.The orthometric height was determined by differential leveling
 CS0006.and adjusted by the National Geodetic Survey in June 1991..
 CS0006
 CS0006.The geoid height was determined by GEOID03.
 CS0006
 CS0006.The dynamic height is computed by dividing the NAVD 88
 CS0006.geopotential number by the normal gravity value computed on the
 CS0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0006.degrees latitude (g = 980.6199 gals.).
 CS0006
 CS0006.The modeled gravity was interpolated from observed gravity values.
 CS0006
 CS0006;                    North         East    Units  Estimated Accuracy
 CS0006;SPC TXNC     - 2,141,290.      793,500.      MT  (+/- 180 meters Scaled)
 CS0006
 CS0006                          SUPERSEDED SURVEY CONTROL
 CS0006
 CS0006  NGVD 29 (??/??/92)  178.502  (m)          585.64   (f) ADJ UNCH    1 2
 CS0006
 CS0006.Superseded values are not recommended for survey control.
 CS0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0006.See file dsdata.txt to determine how the superseded data were derived.
 CS0006
 CS0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB402457(NAD 83)
 CS0006_MARKER: DB = BENCH MARK DISK
 CS0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0006_STAMPING: G 927 1946
 CS0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0006+STABILITY: SURFACE MOTION
 CS0006
 CS0006  HISTORY     - Date     Condition        Report By
 CS0006  HISTORY     - 1946     MONUMENTED       CGS
 CS0006  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0006
 CS0006                          STATION DESCRIPTION
 CS0006
 CS0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0006'1.3 MI NE FROM ROCKWALL.
 CS0006'1.3 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 CS0006'THE STATION AT ROCKWALL.  28.5 FEET SOUTHEAST OF THE CENTER OF A
 CS0006'RAILROAD CROSSING, 23.2 FEET SOUTH OF THE SOUTH RAIL, 20 FEET EAST OF
 CS0006'THE CENTER LINE OF THE ROAD, 7 FEET SOUTHEAST OF A RAILROAD CROSSING
 CS0006'SIGN, 3 FEET SOUTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN
 CS0006'THE TOP OF A CONCRETE POST.
 CS0006
 CS0006                          STATION RECOVERY (1986)
 CS0006
 CS0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0037 ***********************************************************************
 CS0037  DESIGNATION -  G 928 RESET 1953
 CS0037  PID         -  CS0037
 CS0037  STATE/COUNTY-  TX/HUNT
 CS0037  USGS QUAD   -  ROYSE CITY (1963)
 CS0037
 CS0037                         *CURRENT SURVEY CONTROL
 CS0037  ___________________________________________________________________
 CS0037* NAD 83(1986)-  32 56 46.     (N)    096 16 32.     (W)     SCALED    
 CS0037* NAVD 88     -       163.12   (+/-2cm)     535.2    (feet)  VERTCON   
 CS0037  ___________________________________________________________________
 CS0037  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0037
 CS0037  VERT ORDER  -  THIRD (See Below)
 CS0037
 CS0037.The horizontal coordinates were scaled from a topographic map and have
 CS0037.an estimated accuracy of +/- 6 seconds.
 CS0037
 CS0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0037.The vertical order pertains to the NGVD 29 superseded value.
 CS0037
 CS0037.The geoid height was determined by GEOID03.
 CS0037
 CS0037;                    North         East    Units  Estimated Accuracy
 CS0037;SPC TXNC     - 2,144,080.      807,970.      MT  (+/- 180 meters Scaled)
 CS0037
 CS0037                          SUPERSEDED SURVEY CONTROL
 CS0037
 CS0037  NGVD 29 (01/29/03)  163.11   (m)          535.1    (f) RESET       3  
 CS0037
 CS0037.Superseded values are not recommended for survey control.
 CS0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0037.See file dsdata.txt to determine how the superseded data were derived.
 CS0037
 CS0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB547486(NAD 83)
 CS0037_MARKER: DB = BENCH MARK DISK
 CS0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0037_STAMPING: G 928 1946 RESET 1953
 CS0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0037+STABILITY: SURFACE MOTION
 CS0037
 CS0037  HISTORY     - Date     Condition        Report By
 CS0037  HISTORY     - 1953     MONUMENTED       CGS
 CS0037  HISTORY     - 1954     GOOD             USGS
 CS0037  HISTORY     - 1963     MARK NOT FOUND   USGS
 CS0037
 CS0037                          STATION DESCRIPTION
 CS0037
 CS0037'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 CS0037'5.0 MI SE FROM ROYSE CITY.
 CS0037'IN HUNT COUNTY, 5.0 MILES SOUTHEAST ALONG TEXAS FARM ROAD NO. 35 FROM
 CS0037'THE CITY HALL AT ROYSE CITY, ROCKWALL COUNTY, 71 FEET EAST OF THE
 CS0037'CENTER LINE OF A DIRT ROAD NORTH, 61 FEET NORTH OF THE CENTER LINE OF
 CS0037'FARM ROAD NO. 35, AND 85 FEET WEST OF THE NORTHWEST CORNER OF A FARM
 CS0037'HOUSE, NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G
 CS0037'928 1946 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST.
 CS0037
 CS0037                          STATION RECOVERY (1963)
 CS0037
 CS0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CS0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0054 ***********************************************************************
 CS0054  DESIGNATION -  G 929
 CS0054  PID         -  CS0054
 CS0054  STATE/COUNTY-  TX/HUNT
 CS0054  USGS QUAD   -  ROYSE CITY (1963)
 CS0054
 CS0054                         *CURRENT SURVEY CONTROL
 CS0054  ___________________________________________________________________
 CS0054* NAD 83(1986)-  32 52 32.     (N)    096 16 12.     (W)     SCALED    
 CS0054* NAVD 88     -       153.941  (meters)     505.05   (feet)  ADJUSTED  
 CS0054  ___________________________________________________________________
 CS0054  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CS0054  DYNAMIC HT  -         153.772 (meters)     504.50  (feet)  COMP
 CS0054  MODELED GRAV-     979,535.9   (mgal)                       NAVD 88
 CS0054
 CS0054  VERT ORDER  -  SECOND    CLASS 0
 CS0054
 CS0054.The horizontal coordinates were scaled from a topographic map and have
 CS0054.an estimated accuracy of +/- 6 seconds.
 CS0054
 CS0054.The orthometric height was determined by differential leveling
 CS0054.and adjusted by the National Geodetic Survey in June 1991..
 CS0054
 CS0054.The geoid height was determined by GEOID03.
 CS0054
 CS0054.The dynamic height is computed by dividing the NAVD 88
 CS0054.geopotential number by the normal gravity value computed on the
 CS0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0054.degrees latitude (g = 980.6199 gals.).
 CS0054
 CS0054.The modeled gravity was interpolated from observed gravity values.
 CS0054
 CS0054;                    North         East    Units  Estimated Accuracy
 CS0054;SPC TXNC     - 2,136,270.      808,650.      MT  (+/- 180 meters Scaled)
 CS0054
 CS0054                          SUPERSEDED SURVEY CONTROL
 CS0054
 CS0054  NGVD 29 (??/??/92)  153.944  (m)          505.06   (f) ADJ UNCH    2 0
 CS0054
 CS0054.Superseded values are not recommended for survey control.
 CS0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0054.See file dsdata.txt to determine how the superseded data were derived.
 CS0054
 CS0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB554407(NAD 83)
 CS0054_MARKER: DB = BENCH MARK DISK
 CS0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0054_STAMPING: G 929 1946
 CS0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0054+STABILITY: SURFACE MOTION
 CS0054
 CS0054  HISTORY     - Date     Condition        Report By
 CS0054  HISTORY     - 1946     MONUMENTED       CGS
 CS0054  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 CS0054
 CS0054                          STATION DESCRIPTION
 CS0054
 CS0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0054'5.9 MI NE FROM CHISHOLM.
 CS0054'IN HUNT COUNTY, 5.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE POST
 CS0054'OFFICE AT CHISHOLM, ROCKWALL COUNTY, THENCE 2.2 MILES SOUTHEAST ALONG
 CS0054'A ROAD.  2.3 MILES SOUTHEAST OF MUNSON BAPTIST CHURCH, 0.1 MILE
 CS0054'SOUTHEAST OF A WOODEN BRIDGE OVER A CREEK, 29 FEET SOUTHWEST OF THE
 CS0054'CENTERLINE OF THE ROAD, 3 FEET NORTHEAST OF A WIRE FENCE, AND 2 FEET
 CS0054'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G
 CS0054'929 1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS0054
 CS0054                          STATION RECOVERY (1994)
 CS0054
 CS0054'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0071 ***********************************************************************
 CS0071  DESIGNATION -  G 930
 CS0071  PID         -  CS0071
 CS0071  STATE/COUNTY-  TX/ROCKWALL
 CS0071  USGS QUAD   -  ROCKWALL (1973)
 CS0071
 CS0071                         *CURRENT SURVEY CONTROL
 CS0071  ___________________________________________________________________
 CS0071* NAD 83(1986)-  32 52 33.     (N)    096 25 19.     (W)     SCALED    
 CS0071* NAVD 88     -       156.854  (meters)     514.61   (feet)  ADJUSTED  
 CS0071  ___________________________________________________________________
 CS0071  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0071  DYNAMIC HT  -         156.683 (meters)     514.05  (feet)  COMP
 CS0071  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 CS0071
 CS0071  VERT ORDER  -  SECOND    CLASS 0
 CS0071
 CS0071.The horizontal coordinates were scaled from a topographic map and have
 CS0071.an estimated accuracy of +/- 6 seconds.
 CS0071
 CS0071.The orthometric height was determined by differential leveling
 CS0071.and adjusted by the National Geodetic Survey in June 1991..
 CS0071
 CS0071.The geoid height was determined by GEOID03.
 CS0071
 CS0071.The dynamic height is computed by dividing the NAVD 88
 CS0071.geopotential number by the normal gravity value computed on the
 CS0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0071.degrees latitude (g = 980.6199 gals.).
 CS0071
 CS0071.The modeled gravity was interpolated from observed gravity values.
 CS0071
 CS0071;                    North         East    Units  Estimated Accuracy
 CS0071;SPC TXNC     - 2,136,010.      794,440.      MT  (+/- 180 meters Scaled)
 CS0071
 CS0071                          SUPERSEDED SURVEY CONTROL
 CS0071
 CS0071  NGVD 29 (??/??/92)  156.875  (m)          514.68   (f) ADJ UNCH    2 0
 CS0071
 CS0071.Superseded values are not recommended for survey control.
 CS0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0071.See file dsdata.txt to determine how the superseded data were derived.
 CS0071
 CS0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB412404(NAD 83)
 CS0071_MARKER: DB = BENCH MARK DISK
 CS0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0071_SP_SET: BRIDGE
 CS0071_STAMPING: G 930 1946
 CS0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0071
 CS0071  HISTORY     - Date     Condition        Report By
 CS0071  HISTORY     - 1946     MONUMENTED       CGS
 CS0071  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS0071
 CS0071                          STATION DESCRIPTION
 CS0071
 CS0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0071'4.1 MI SE FROM ROCKWALL.
 CS0071'4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 205 FROM THE COURTHOUSE AT
 CS0071'ROCKWALL, AT THE NORTHEAST CORNER OF A CONCRETE BRIDGE, IN THE
 CS0071'CONCRETE WING WALL, 14 FEET NORTHEAST OF THE CENTERLINE OF THE
 CS0071'HIGHWAY, 3 FEET EAST OF THE SOUTHEAST END OF THE GUARDRAIL, AND 1 FOOT
 CS0071'WEST OF THE EAST END OF THE WING WALL.  A STANDARD DISK, STAMPED G 930
 CS0071'1946.
 CS0071
 CS0071                          STATION RECOVERY (2005)
 CS0071
 CS0071'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1709 ***********************************************************************
 CS1709  DESIGNATION -  G 932
 CS1709  PID         -  CS1709
 CS1709  STATE/COUNTY-  TX/TARRANT
 CS1709  USGS QUAD   -  HALTOM CITY (1981)
 CS1709
 CS1709                         *CURRENT SURVEY CONTROL
 CS1709  ___________________________________________________________________
 CS1709* NAD 83(1986)-  32 45 02.     (N)    097 18 12.     (W)     SCALED    
 CS1709* NAVD 88     -       159.983  (meters)     524.88   (feet)  ADJUSTED  
 CS1709  ___________________________________________________________________
 CS1709  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1709  DYNAMIC HT  -         159.795 (meters)     524.26  (feet)  COMP
 CS1709  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 CS1709
 CS1709  VERT ORDER  -  FIRST     CLASS II
 CS1709
 CS1709.The horizontal coordinates were scaled from a topographic map and have
 CS1709.an estimated accuracy of +/- 6 seconds.
 CS1709
 CS1709.The orthometric height was determined by differential leveling
 CS1709.and adjusted by the National Geodetic Survey in June 1991..
 CS1709
 CS1709.The geoid height was determined by GEOID03.
 CS1709
 CS1709.The dynamic height is computed by dividing the NAVD 88
 CS1709.geopotential number by the normal gravity value computed on the
 CS1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1709.degrees latitude (g = 980.6199 gals.).
 CS1709
 CS1709.The modeled gravity was interpolated from observed gravity values.
 CS1709
 CS1709;                    North         East    Units  Estimated Accuracy
 CS1709;SPC TXNC     - 2,120,830.      712,130.      MT  (+/- 180 meters Scaled)
 CS1709
 CS1709                          SUPERSEDED SURVEY CONTROL
 CS1709
 CS1709  NGVD 29 (??/??/92)  159.986  (m)          524.89   (f) ADJ UNCH    1 2
 CS1709
 CS1709.Superseded values are not recommended for survey control.
 CS1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1709.See file dsdata.txt to determine how the superseded data were derived.
 CS1709
 CS1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB589249(NAD 83)
 CS1709_MARKER: DB = BENCH MARK DISK
 CS1709_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1709_SP_SET: ABUTMENT
 CS1709_STAMPING: G 932 1946 524.887
 CS1709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1709
 CS1709  HISTORY     - Date     Condition        Report By
 CS1709  HISTORY     - 1946     MONUMENTED       CGS
 CS1709  HISTORY     - 1956     GOOD             NGS
 CS1709  HISTORY     - 19951118 GOOD             USPSQD
 CS1709  HISTORY     - 20021030 GOOD             GEOCAC
 CS1709
 CS1709                          STATION DESCRIPTION
 CS1709
 CS1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1709'IN FORT WORTH.
 CS1709'ABOUT 1.7 MILES EAST, SOUTHEAST OF THE COUNTY COURT HOUSE IN FORT
 CS1709'WORTH, IN THE RIVERSIDE DRIVE BRIDGE OVER THE TRINITY RIVER AND ABOUT
 CS1709'0.2 MILE NORTH OF THE DALLAS-FORT WORTH TOLL ROAD.  IT IS A STANDARD
 CS1709'DISK STAMPED G 932 1946 524.887 IN THE TOP OF THE WEST END OF THE
 CS1709'NORTH CONCRETE ABUTMENT AND ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
 CS1709
 CS1709                          STATION RECOVERY (1995)
 CS1709
 CS1709'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1709'RECOVERED IN GOOD CONDITION.
 CS1709
 CS1709                          STATION RECOVERY (2002)
 CS1709
 CS1709'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2220 ***********************************************************************
 BY2220  DESIGNATION -  G 934
 BY2220  PID         -  BY2220
 BY2220  STATE/COUNTY-  TX/FREESTONE
 BY2220  USGS QUAD   -  KEECHI (1964)
 BY2220
 BY2220                         *CURRENT SURVEY CONTROL
 BY2220  ___________________________________________________________________
 BY2220* NAD 83(1986)-  31 35 43.     (N)    095 58 20.     (W)     SCALED    
 BY2220* NAVD 88     -        98.302  (meters)     322.51   (feet)  ADJUSTED  
 BY2220  ___________________________________________________________________
 BY2220  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BY2220  DYNAMIC HT  -          98.182 (meters)     322.12  (feet)  COMP
 BY2220  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 BY2220
 BY2220  VERT ORDER  -  SECOND    CLASS 0
 BY2220
 BY2220.The horizontal coordinates were scaled from a topographic map and have
 BY2220.an estimated accuracy of +/- 6 seconds.
 BY2220
 BY2220.The orthometric height was determined by differential leveling
 BY2220.and adjusted by the National Geodetic Survey in June 1991..
 BY2220
 BY2220.The geoid height was determined by GEOID03.
 BY2220
 BY2220.The dynamic height is computed by dividing the NAVD 88
 BY2220.geopotential number by the normal gravity value computed on the
 BY2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2220.degrees latitude (g = 980.6199 gals.).
 BY2220
 BY2220.The modeled gravity was interpolated from observed gravity values.
 BY2220
 BY2220;                    North         East    Units  Estimated Accuracy
 BY2220;SPC TX C     - 3,221,910.    1,113,760.      MT  (+/- 180 meters Scaled)
 BY2220
 BY2220                          SUPERSEDED SURVEY CONTROL
 BY2220
 BY2220  NGVD 29 (??/??/92)   98.284  (m)          322.45   (f) ADJ UNCH    2 0
 BY2220
 BY2220.Superseded values are not recommended for survey control.
 BY2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2220.See file dsdata.txt to determine how the superseded data were derived.
 BY2220
 BY2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ179994(NAD 83)
 BY2220_MARKER: DB = BENCH MARK DISK
 BY2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2220_STAMPING: G 934 1948
 BY2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2220+STABILITY: SURFACE MOTION
 BY2220
 BY2220  HISTORY     - Date     Condition        Report By
 BY2220  HISTORY     - 1948     MONUMENTED       CGS
 BY2220
 BY2220                          STATION DESCRIPTION
 BY2220
 BY2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY2220'8.4 MI W FROM OAKWOOD.
 BY2220'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 79 FROM THE WATER TOWER AT
 BY2220'OAKWOOD, THENCE 5.7 MILES WEST ALONG THE LANELY-OAKWOOD DIRT ROAD, 0.9
 BY2220'MILE EAST OF BENCH MARK V 899, 128.0 FEET EAST OF A GALVANIZED TUBE
 BY2220'CULVERT, 22.5 FEET NORTH AND ABOUT 1.0 FOOT BELOW THE CENTER OF THE
 BY2220'ROAD, 8.4 FEET EAST OF THE CENTER OF A WOODEN GATE, 7.0 FEET WEST OF A
 BY2220'22-INCH ASH TREE, 1.8 FEET WEST OF A WITNESS POST, 1.0 FOOT SOUTH OF A
 BY2220'WOVEN WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY2220'0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1461 ***********************************************************************
 BZ1461  DESIGNATION -  G 935 RESET
 BZ1461  PID         -  BZ1461
 BZ1461  STATE/COUNTY-  TX/FREESTONE
 BZ1461  USGS QUAD   -  MEXIA (1982)
 BZ1461
 BZ1461                         *CURRENT SURVEY CONTROL
 BZ1461  ___________________________________________________________________
 BZ1461* NAD 83(1986)-  31 37 41.     (N)    096 22 41.     (W)     SCALED    
 BZ1461* NAVD 88     -       144.22   (+/-2cm)     473.2    (feet)  VERTCON   
 BZ1461  ___________________________________________________________________
 BZ1461  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 BZ1461
 BZ1461  VERT ORDER  -  THIRD (See Below)
 BZ1461
 BZ1461.The horizontal coordinates were scaled from a topographic map and have
 BZ1461.an estimated accuracy of +/- 6 seconds.
 BZ1461
 BZ1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1461.The vertical order pertains to the NGVD 29 superseded value.
 BZ1461
 BZ1461.The geoid height was determined by GEOID03.
 BZ1461
 BZ1461;                    North         East    Units  Estimated Accuracy
 BZ1461;SPC TX C     - 3,224,110.    1,075,150.      MT  (+/- 180 meters Scaled)
 BZ1461
 BZ1461                          SUPERSEDED SURVEY CONTROL
 BZ1461
 BZ1461  NGVD 29 (01/29/03)  144.20   (m)          473.1    (f) RESET       3  
 BZ1461
 BZ1461.Superseded values are not recommended for survey control.
 BZ1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1461.See file dsdata.txt to determine how the superseded data were derived.
 BZ1461
 BZ1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA486021(NAD 83)
 BZ1461_MARKER: DB = BENCH MARK DISK
 BZ1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1461_SP_SET: CONCRETE POST
 BZ1461_STAMPING: G 935 RESET 1958
 BZ1461_MARK LOGO: CGS   
 BZ1461_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1461+STABILITY: SURFACE MOTION
 BZ1461
 BZ1461  HISTORY     - Date     Condition        Report By
 BZ1461  HISTORY     - 1958     MONUMENTED       CGS
 BZ1461
 BZ1461                          STATION DESCRIPTION
 BZ1461
 BZ1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ1461'5.5 MILES WEST FROM THE CENTER OF TEAGUE, ALONG THE NORTH SIDE OF F.M.
 BZ1461'HIGHWAY 1365, AND 7.1 MILES SOUTHEAST FROM MEXIA, IN THE SOUTH SIDE
 BZ1461'OF THE GROVE ISLAND CHURCH YARD, ABOUT 50 YARDS NORTH OF THE HIGHWAY,
 BZ1461'6 FEET SOUTH OF A 30 INCH OAK, 26 YARDS SOUTH OF THE SOUTHEAST CORNER
 BZ1461'OF THE CHURCH AND 18 YARDS WEST OF THE WEST FENCE OF THE CEMETERY, 1
 BZ1461'FOOT EAST OF 4X4 POST, PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0111 ***********************************************************************
 BZ0111  DESIGNATION -  G 936
 BZ0111  PID         -  BZ0111
 BZ0111  STATE/COUNTY-  TX/FREESTONE
 BZ0111  USGS QUAD   -  KIRVIN (1982)
 BZ0111
 BZ0111                         *CURRENT SURVEY CONTROL
 BZ0111  ___________________________________________________________________
 BZ0111* NAD 83(1986)-  31 45 28.     (N)    096 19 54.     (W)     SCALED    
 BZ0111* NAVD 88     -       139.177  (meters)     456.62   (feet)  ADJUSTED  
 BZ0111  ___________________________________________________________________
 BZ0111  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ0111  DYNAMIC HT  -         139.012 (meters)     456.08  (feet)  COMP
 BZ0111  MODELED GRAV-     979,453.3   (mgal)                       NAVD 88
 BZ0111
 BZ0111  VERT ORDER  -  SECOND    CLASS 0
 BZ0111
 BZ0111.The horizontal coordinates were scaled from a topographic map and have
 BZ0111.an estimated accuracy of +/- 6 seconds.
 BZ0111
 BZ0111.The orthometric height was determined by differential leveling
 BZ0111.and adjusted by the National Geodetic Survey in June 1991..
 BZ0111
 BZ0111.The geoid height was determined by GEOID03.
 BZ0111
 BZ0111.The dynamic height is computed by dividing the NAVD 88
 BZ0111.geopotential number by the normal gravity value computed on the
 BZ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0111.degrees latitude (g = 980.6199 gals.).
 BZ0111
 BZ0111.The modeled gravity was interpolated from observed gravity values.
 BZ0111
 BZ0111;                    North         East    Units  Estimated Accuracy
 BZ0111;SPC TX C     - 3,238,640.    1,079,030.      MT  (+/- 180 meters Scaled)
 BZ0111
 BZ0111                          SUPERSEDED SURVEY CONTROL
 BZ0111
 BZ0111  NGVD 29 (??/??/92)  139.164  (m)          456.57   (f) ADJ UNCH    2 0
 BZ0111
 BZ0111.Superseded values are not recommended for survey control.
 BZ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0111.See file dsdata.txt to determine how the superseded data were derived.
 BZ0111
 BZ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA527166(NAD 83)
 BZ0111_MARKER: DB = BENCH MARK DISK
 BZ0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0111_SP_SET: CULVERT
 BZ0111_STAMPING: G 936 1948
 BZ0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0111
 BZ0111  HISTORY     - Date     Condition        Report By
 BZ0111  HISTORY     - 1948     MONUMENTED       CGS
 BZ0111  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0111
 BZ0111                          STATION DESCRIPTION
 BZ0111
 BZ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0111'0.65 MI S FROM KIRVIN.
 BZ0111'0.65 MILE SOUTH ALONG SPUR HIGHWAY NO.156 FROM THE RAILROAD STATION AT
 BZ0111'KIRVIN, AT THE JUNCTION WITH FARM HIGHWAY NO.27, 155.8 FEET EAST OF
 BZ0111'MILEPOST 214 OF THE BURLINGTON-ROCK ISLAND RAILROAD, 93.0 FEET WEST OF
 BZ0111'THE CENTER OF A TRIANGLE FORMED BY THE ROAD JUNCTION, 17.8 FEET NORTH
 BZ0111'OF THE CENTER OF FARM HIGHWAY NO.27, IN THE TOP OF THE EAST END OF THE
 BZ0111'NORTH HEADWALL OF A CONCRETE CULVERT AND SET IN A DRILL HOLE.
 BZ0111
 BZ0111                          STATION RECOVERY (2002)
 BZ0111
 BZ0111'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0111'CULVERT CONCRETE SHEARED OFF BY ROAD CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0069 ***********************************************************************
 BZ0069  DESIGNATION -  G 938
 BZ0069  PID         -  BZ0069
 BZ0069  STATE/COUNTY-  TX/NAVARRO
 BZ0069  USGS QUAD   -  RICHLAND (1978)
 BZ0069
 BZ0069                         *CURRENT SURVEY CONTROL
 BZ0069  ___________________________________________________________________
 BZ0069* NAD 83(1986)-  31 54 03.     (N)    096 22 37.     (W)     SCALED    
 BZ0069* NAVD 88     -       118.117  (meters)     387.52   (feet)  ADJUSTED  
 BZ0069  ___________________________________________________________________
 BZ0069  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ0069  DYNAMIC HT  -         117.979 (meters)     387.07  (feet)  COMP
 BZ0069  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 BZ0069
 BZ0069  VERT ORDER  -  SECOND    CLASS 0
 BZ0069
 BZ0069.The horizontal coordinates were scaled from a topographic map and have
 BZ0069.an estimated accuracy of +/- 6 seconds.
 BZ0069
 BZ0069.The orthometric height was determined by differential leveling
 BZ0069.and adjusted by the National Geodetic Survey in June 1991..
 BZ0069
 BZ0069.The geoid height was determined by GEOID03.
 BZ0069
 BZ0069.The dynamic height is computed by dividing the NAVD 88
 BZ0069.geopotential number by the normal gravity value computed on the
 BZ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0069.degrees latitude (g = 980.6199 gals.).
 BZ0069
 BZ0069.The modeled gravity was interpolated from observed gravity values.
 BZ0069
 BZ0069;                    North         East    Units  Estimated Accuracy
 BZ0069;SPC TXNC     - 2,028,000.      800,830.      MT  (+/- 180 meters Scaled)
 BZ0069
 BZ0069                          SUPERSEDED SURVEY CONTROL
 BZ0069
 BZ0069  NGVD 29 (??/??/92)  118.103  (m)          387.48   (f) ADJ UNCH    2 0
 BZ0069
 BZ0069.Superseded values are not recommended for survey control.
 BZ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0069.See file dsdata.txt to determine how the superseded data were derived.
 BZ0069
 BZ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA480324(NAD 83)
 BZ0069_MARKER: DB = BENCH MARK DISK
 BZ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0069_STAMPING: G 938 1948
 BZ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0069+STABILITY: SURFACE MOTION
 BZ0069
 BZ0069  HISTORY     - Date     Condition        Report By
 BZ0069  HISTORY     - 1948     MONUMENTED       CGS
 BZ0069
 BZ0069                          STATION DESCRIPTION
 BZ0069
 BZ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0069'3.5 MI SE FROM RICHLAND.
 BZ0069'3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 75 FROM THE JUNCTION WITH STATE
 BZ0069'HIGHWAY 14 AT RICHLAND, 1.3 MILES NORTHWEST OF BENCH MARK C 938, 0.45
 BZ0069'MILE SOUTHEAST OF A FARMHOUSE AND A DIRT CROSS ROAD AT THE TOP OF A
 BZ0069'LONG FLAT HILL, 51.4 FEET SOUTHWEST OF AND 2.0 FEET LOWER THAN THE
 BZ0069'CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTHWEST OF A WITNESS POST, 1.0
 BZ0069'FOOT NORTHEAST OF A BARBED WIRE FENCE, SET IN THE TOP OF A CONCRETE
 BZ0069'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0916 ***********************************************************************
 CR0916  DESIGNATION -  G 939
 CR0916  PID         -  CR0916
 CR0916  STATE/COUNTY-  TX/SMITH
 CR0916  USGS QUAD   -  VAN LAKE (1981)
 CR0916
 CR0916                         *CURRENT SURVEY CONTROL
 CR0916  ___________________________________________________________________
 CR0916* NAD 83(1986)-  32 30 59.     (N)    095 31 04.     (W)     SCALED    
 CR0916* NAVD 88     -       137.208  (meters)     450.16   (feet)  ADJUSTED  
 CR0916  ___________________________________________________________________
 CR0916  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CR0916  DYNAMIC HT  -         137.049 (meters)     449.63  (feet)  COMP
 CR0916  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 CR0916
 CR0916  VERT ORDER  -  SECOND    CLASS 0
 CR0916
 CR0916.The horizontal coordinates were scaled from a topographic map and have
 CR0916.an estimated accuracy of +/- 6 seconds.
 CR0916
 CR0916.The orthometric height was determined by differential leveling
 CR0916.and adjusted by the National Geodetic Survey in June 1991..
 CR0916
 CR0916.The geoid height was determined by GEOID03.
 CR0916
 CR0916.The dynamic height is computed by dividing the NAVD 88
 CR0916.geopotential number by the normal gravity value computed on the
 CR0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0916.degrees latitude (g = 980.6199 gals.).
 CR0916
 CR0916.The modeled gravity was interpolated from observed gravity values.
 CR0916
 CR0916;                    North         East    Units  Estimated Accuracy
 CR0916;SPC TXNC     - 2,098,200.      880,150.      MT  (+/- 180 meters Scaled)
 CR0916
 CR0916                          SUPERSEDED SURVEY CONTROL
 CR0916
 CR0916  NGVD 29 (??/??/92)  137.231  (m)          450.23   (f) ADJ UNCH    2 0
 CR0916
 CR0916.Superseded values are not recommended for survey control.
 CR0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0916.See file dsdata.txt to determine how the superseded data were derived.
 CR0916
 CR0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS634004(NAD 83)
 CR0916_MARKER: DB = BENCH MARK DISK
 CR0916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0916_SP_SET: BRIDGE
 CR0916_STAMPING: G 939 1948
 CR0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0916
 CR0916  HISTORY     - Date     Condition        Report By
 CR0916  HISTORY     - 1948     MONUMENTED       CGS
 CR0916  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0916  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0916
 CR0916                          STATION DESCRIPTION
 CR0916
 CR0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0916'1.7 MI E FROM GARDEN VALLEY.
 CR0916'1.7 MILES EAST ALONG THE GARDEN VALLEY-LINDALE HIGHWAY FROM THE POST
 CR0916'OFFICE AT GARDEN VALLEY, 12.3 FEET NORTHEAST OF AND LEVEL WITH THE
 CR0916'CENTER LINE OF THE HIGHWAY, 0.5 FOOT NORTHWEST OF THE SOUTHEAST END OF
 CR0916'AND SET IN THE TOP OF THE NORTHEAST HEADWALL OF A 30-FOOT FIVE CHANNEL
 CR0916'CONCRETE BRIDGE OVER DUCK CREEK.
 CR0916
 CR0916                          STATION RECOVERY (1996)
 CR0916
 CR0916'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0916'MARK NOT FOUND.
 CR0916
 CR0916                          STATION RECOVERY (2004)
 CR0916
 CR0916'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0477 ***********************************************************************
 AJ0477  DESIGNATION -  G 94
 AJ0477  PID         -  AJ0477
 AJ0477  STATE/COUNTY-  TX/DUVAL
 AJ0477  USGS QUAD   -  HEBBRONVILLE SE (1967)
 AJ0477
 AJ0477                         *CURRENT SURVEY CONTROL
 AJ0477  ___________________________________________________________________
 AJ0477* NAD 83(1986)-  27 20 43.     (N)    098 36 16.     (W)     SCALED    
 AJ0477* NAVD 88     -       156.488  (meters)     513.41   (feet)  ADJUSTED  
 AJ0477  ___________________________________________________________________
 AJ0477  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AJ0477  DYNAMIC HT  -         156.238 (meters)     512.59  (feet)  COMP
 AJ0477  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AJ0477
 AJ0477  VERT ORDER  -  FIRST     CLASS II
 AJ0477
 AJ0477.The horizontal coordinates were scaled from a topographic map and have
 AJ0477.an estimated accuracy of +/- 6 seconds.
 AJ0477
 AJ0477.The orthometric height was determined by differential leveling
 AJ0477.and adjusted by the National Geodetic Survey in June 1991..
 AJ0477
 AJ0477.The geoid height was determined by GEOID03.
 AJ0477
 AJ0477.The dynamic height is computed by dividing the NAVD 88
 AJ0477.geopotential number by the normal gravity value computed on the
 AJ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0477.degrees latitude (g = 980.6199 gals.).
 AJ0477
 AJ0477.The modeled gravity was interpolated from observed gravity values.
 AJ0477
 AJ0477;                    North         East    Units  Estimated Accuracy
 AJ0477;SPC TX S     - 5,185,980.      289,670.      MT  (+/- 180 meters Scaled)
 AJ0477
 AJ0477                          SUPERSEDED SURVEY CONTROL
 AJ0477
 AJ0477  NGVD 29 (??/??/92)  156.521  (m)          513.52   (f) ADJ UNCH    1 2
 AJ0477
 AJ0477.Superseded values are not recommended for survey control.
 AJ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0477.See file dsdata.txt to determine how the superseded data were derived.
 AJ0477
 AJ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR391247(NAD 83)
 AJ0477_MARKER: DB = BENCH MARK DISK
 AJ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0477_STAMPING: G 94 1933 513.519
 AJ0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0477+STABILITY: SURFACE MOTION
 AJ0477
 AJ0477  HISTORY     - Date     Condition        Report By
 AJ0477  HISTORY     - 1933     MONUMENTED       CGS
 AJ0477  HISTORY     - 1967     MARK NOT FOUND   USGS
 AJ0477
 AJ0477                          STATION DESCRIPTION
 AJ0477
 AJ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0477'1.5 MI SW FROM CRESTONIO.
 AJ0477'ON THE TEXAS-MEXICAN RR. OPPOSITE MILE POST 68.  25 FT. E OF TRACK.
 AJ0477
 AJ0477                          STATION RECOVERY (1967)
 AJ0477
 AJ0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AJ0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1950 ***********************************************************************
 CS1950  DESIGNATION -  G 942
 CS1950  PID         -  CS1950
 CS1950  STATE/COUNTY-  TX/TARRANT
 CS1950  USGS QUAD   -  HURST (1981)
 CS1950
 CS1950                         *CURRENT SURVEY CONTROL
 CS1950  ___________________________________________________________________
 CS1950* NAD 83(1986)-  32 51 51.     (N)    097 12 42.     (W)     SCALED    
 CS1950* NAVD 88     -       197.683  (meters)     648.57   (feet)  ADJUSTED  
 CS1950  ___________________________________________________________________
 CS1950  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CS1950  DYNAMIC HT  -         197.452 (meters)     647.81  (feet)  COMP
 CS1950  MODELED GRAV-     979,469.0   (mgal)                       NAVD 88
 CS1950
 CS1950  VERT ORDER  -  SECOND    CLASS 0
 CS1950
 CS1950.The horizontal coordinates were scaled from a topographic map and have
 CS1950.an estimated accuracy of +/- 6 seconds.
 CS1950
 CS1950.The orthometric height was determined by differential leveling
 CS1950.and adjusted by the National Geodetic Survey in June 1991..
 CS1950
 CS1950.The geoid height was determined by GEOID03.
 CS1950
 CS1950.The dynamic height is computed by dividing the NAVD 88
 CS1950.geopotential number by the normal gravity value computed on the
 CS1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1950.degrees latitude (g = 980.6199 gals.).
 CS1950
 CS1950.The modeled gravity was interpolated from observed gravity values.
 CS1950
 CS1950;                    North         East    Units  Estimated Accuracy
 CS1950;SPC TXNC     - 2,133,530.      720,570.      MT  (+/- 180 meters Scaled)
 CS1950
 CS1950                          SUPERSEDED SURVEY CONTROL
 CS1950
 CS1950  NGVD 29 (??/??/92)  197.670  (m)          648.52   (f) ADJ UNCH    2 0
 CS1950
 CS1950.Superseded values are not recommended for survey control.
 CS1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1950.See file dsdata.txt to determine how the superseded data were derived.
 CS1950
 CS1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB673376(NAD 83)
 CS1950_MARKER: DB = BENCH MARK DISK
 CS1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1950_STAMPING: G 942 1946
 CS1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1950+STABILITY: SURFACE MOTION
 CS1950
 CS1950  HISTORY     - Date     Condition        Report By
 CS1950  HISTORY     - 1946     MONUMENTED       CGS
 CS1950  HISTORY     - 1957     GOOD             NGS
 CS1950  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1950
 CS1950                          STATION DESCRIPTION
 CS1950
 CS1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1950'IN SMITHFIELD.
 CS1950'ABOUT 12.6 MILES NORTHEAST ALONG THE ST LOUIS AND SOUTHWESTERN
 CS1950'RAILROAD FROM THE STATION IN FORT WORTH, IN THE SOUTHWEST SIDE OF THE
 CS1950'VILLAGE OF SMITHFIELD WHICH IS 3 MILES EAST AND 1/2 MILE NORTH OF
 CS1950'WATAUGA, A TOWN ON U.S. HIGHWAY NO. 377.  THE MARK IS 44.3 FEET
 CS1950'SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD, 69 FEET WEST OF THE
 CS1950'CENTERLINE OF THE NORTHSOUTH ROAD, 12 FEET SOUTHWEST OF THE BASE OF A
 CS1950'GUY WIRE BRACE TO A TELEGRAPH POLE AND 18 INCHES NORTH OF A 2 X 4
 CS1950'POST.  IT IS A STANDARD DISK STAMPED G 942 1946 IN A CONCRETE POST
 CS1950'WHICH IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 CS1950
 CS1950                          STATION RECOVERY (1997)
 CS1950
 CS1950'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1989 ***********************************************************************
 CS1989  DESIGNATION -  G 944 RESET
 CS1989  PID         -  CS1989
 CS1989  STATE/COUNTY-  TX/TARRANT
 CS1989  USGS QUAD   -  EULESS (1981)
 CS1989
 CS1989                         *CURRENT SURVEY CONTROL
 CS1989  ___________________________________________________________________
 CS1989* NAD 83(1993)-  32 50 12.70900(N)    097 03 24.04331(W)     ADJUSTED  
 CS1989* NAVD 88     -       172.70   (+/-2cm)     566.6    (feet)  VERTCON   
 CS1989  ___________________________________________________________________
 CS1989  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 CS1989  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CS1989
 CS1989  HORZ ORDER  -  SECOND
 CS1989  VERT ORDER  -  THIRD (See Below)
 CS1989
 CS1989.The horizontal coordinates were established by classical geodetic methods
 CS1989.and adjusted by the National Geodetic Survey in February 1996..
 CS1989
 CS1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1989.The vertical order pertains to the NGVD 29 superseded value.
 CS1989
 CS1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1989
 CS1989.The geoid height was determined by GEOID03.
 CS1989
 CS1989;                    North         East     Units Scale Factor Converg.
 CS1989;SPC TXNC     - 2,130,690.979   735,110.176   MT  0.99987961   +0 47 13.8
 CS1989;SPC TXNC     - 6,990,441.99  2,411,773.97   sFT  0.99987961   +0 47 13.8
 CS1989;UTM  14      - 3,634,874.836   681,884.806   MT  1.00000793   +1 03 14.6
 CS1989
 CS1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1989!SPC TXNC     -   0.99997716  x   0.99987961  =   0.99985677
 CS1989!UTM  14      -   0.99997716  x   1.00000793  =   0.99998509
 CS1989
 CS1989                          SUPERSEDED SURVEY CONTROL
 CS1989
 CS1989  NAD 83(1993)-  32 50 12.71289(N)    097 03 24.02720(W) AD(       ) 2
 CS1989  NAD 83(1986)-  32 50 12.71425(N)    097 03 24.02657(W) AD(       ) 2
 CS1989  NAD 27      -  32 50 11.98500(N)    097 03 26.36000(W) AD(       ) 3
 CS1989  NGVD 29 (01/29/03)  172.71   (m)          566.6    (f) RESET       3  
 CS1989
 CS1989.Superseded values are not recommended for survey control.
 CS1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1989.See file dsdata.txt to determine how the superseded data were derived.
 CS1989
 CS1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8188534875(NAD 83)
 CS1989_MARKER: DB = BENCH MARK DISK
 CS1989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1989_SP_SET: CONCRETE BASE
 CS1989_STAMPING: G 944 RESET 1953
 CS1989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1989
 CS1989  HISTORY     - Date     Condition        Report By
 CS1989  HISTORY     - 1953     MONUMENTED       CGS
 CS1989  HISTORY     - 1958     GOOD             CGS
 CS1989  HISTORY     - 1958     GOOD             CGS
 CS1989  HISTORY     - 1960     GOOD             CGS
 CS1989  HISTORY     - 1963     GOOD             CGS
 CS1989
 CS1989                          STATION DESCRIPTION
 CS1989
 CS1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 CS1989'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 CS1989'FOLLOWS--
 CS1989'
 CS1989'STATION IS LOCATED 1.6 MILES EAST OF EULESS AT AMON CARTER
 CS1989'FIELD, NEAR THE NORTHWEST CORNER OF THE AIRPORT, ABOUT 900
 CS1989'FEET EAST OF THE AIRPORT ENTRANCE, ABOUT 35 FEET SOUTH OF
 CS1989'THE SOUTH RIGHT-OF-WAY FENCE ALONG HIGHWAY 183, IN THE NORTHWEST
 CS1989'CORNER OF THE CONCRETE BASE OF AN EMERGENCY GENERATOR, 12
 CS1989'INCHES SOUTH OF THE NORTH EDGE AND 6 INCHES EAST OF THE WEST
 CS1989'EDGE.  MARK IS A STANDARD BENCH MARK DISK STAMPED G 944
 CS1989'RESET 1953.
 CS1989
 CS1989                          STATION RECOVERY (1958)
 CS1989
 CS1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 CS1989'1.4 MI E FROM EULESS.
 CS1989'1.4 MILES EAST ALONG STATE HIGHWAY 183 FROM THE MAIN CROSSROADS AT
 CS1989'EULESS, TARRANT COUNTY, AT GREATER FORT WORTH INTERNATIONAL AIRPORT
 CS1989'(FORMERLY AMON CARTER FIELD), NEAR THE NORTHWEST CORNER OF THE
 CS1989'AIRPORT, 150 YARDS WEST OF THE WIRE GATE AND A ROAD LEADING INTO THE
 CS1989'FIELD FROM THE HIGHWAY, 35 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 CS1989'OF THE HIGHWAY, AT AN EMERGENCY GENERATOR, IN THE NORTHWEST CORNER OF
 CS1989'THE CONCRETE BASE, 12 INCHES SOUTH OF THE NORTH EDGE OF THE BASE, AND
 CS1989'6 INCHES EAST OF THE WEST EDGE.  A STANDARD DISK, STAMPED G 944 RESET
 CS1989'1953.
 CS1989
 CS1989                          STATION RECOVERY (1960)
 CS1989
 CS1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS1989'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS1989'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS1989
 CS1989                          STATION RECOVERY (1963)
 CS1989
 CS1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 CS1989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0718 ***********************************************************************
 DN0718  DESIGNATION -  G 946
 DN0718  PID         -  DN0718
 DN0718  STATE/COUNTY-  TX/DENTON
 DN0718  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN0718
 DN0718                         *CURRENT SURVEY CONTROL
 DN0718  ___________________________________________________________________
 DN0718* NAD 83(1986)-  33 07 07.     (N)    097 01 44.     (W)     SCALED    
 DN0718* NAVD 88     -       177.429  (meters)     582.12   (feet)  ADJUSTED  
 DN0718  ___________________________________________________________________
 DN0718  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DN0718  DYNAMIC HT  -         177.228 (meters)     581.46  (feet)  COMP
 DN0718  MODELED GRAV-     979,498.6   (mgal)                       NAVD 88
 DN0718
 DN0718  VERT ORDER  -  SECOND    CLASS 0
 DN0718
 DN0718.The horizontal coordinates were scaled from a topographic map and have
 DN0718.an estimated accuracy of +/- 6 seconds.
 DN0718
 DN0718.The orthometric height was determined by differential leveling
 DN0718.and adjusted by the National Geodetic Survey in June 1991..
 DN0718
 DN0718.The geoid height was determined by GEOID03.
 DN0718
 DN0718.The dynamic height is computed by dividing the NAVD 88
 DN0718.geopotential number by the normal gravity value computed on the
 DN0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0718.degrees latitude (g = 980.6199 gals.).
 DN0718
 DN0718.The modeled gravity was interpolated from observed gravity values.
 DN0718
 DN0718;                    North         East    Units  Estimated Accuracy
 DN0718;SPC TXNC     - 2,161,970.      737,270.      MT  (+/- 180 meters Scaled)
 DN0718
 DN0718                          SUPERSEDED SURVEY CONTROL
 DN0718
 DN0718  NGVD 29 (??/??/92)  177.420  (m)          582.09   (f) ADJ UNCH    2 0
 DN0718
 DN0718.Superseded values are not recommended for survey control.
 DN0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0718.See file dsdata.txt to determine how the superseded data were derived.
 DN0718
 DN0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB839661(NAD 83)
 DN0718_MARKER: DB = BENCH MARK DISK
 DN0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0718_STAMPING: G 946 1946
 DN0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0718+STABILITY: SURFACE MOTION
 DN0718
 DN0718  HISTORY     - Date     Condition        Report By
 DN0718  HISTORY     - 1946     MONUMENTED       CGS
 DN0718  HISTORY     - 1960     GOOD             NGS
 DN0718  HISTORY     - 19950630 GOOD             USPSQD
 DN0718  HISTORY     - 20020716 MARK NOT FOUND   INDIV
 DN0718  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0718
 DN0718                          STATION DESCRIPTION
 DN0718
 DN0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0718'IN LAKE DALLAS.
 DN0718'AT LAKE DALLAS, DENTON COUNTY, 0.2 MILE WEST OF THE LAKE DALLAS POST
 DN0718'OFFICE, AT THE INTERSECTION OF THE ROAD TO THE LAKE DALLAS DAM AND THE
 DN0718'MISSOURI-KANSAS-TEXAS RAILROAD, 47.7 FEET EAST OF THE CENTERLINE OF
 DN0718'OLD U.S. HIGHWAY 77, 40 FEET SOUTH OF THE CENTERLINE OF AN
 DN0718'EAST-AND-WEST ROAD, 33.5 FEET WEST OF CENTERLINE OF
 DN0718'MISSOURI-KANSAS-TEXAS RAILROAD TRACKS, SET 0.2 FEET BELOW THE SURFACE
 DN0718'OF THE GROUND.  A STANDARD DISK, STAMPED G 946 1946 AND SET IN THE TOP
 DN0718'OF A CONCRETE POST.
 DN0718
 DN0718                          STATION RECOVERY (1995)
 DN0718
 DN0718'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0718'RECOVERED IN GOOD CONDITION.
 DN0718
 DN0718                          STATION RECOVERY (2002)
 DN0718
 DN0718'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MBD)
 DN0718'THE EAST-WEST ROAD HAS BEEN REALIGNED SINCE THE MONUMENT WAS
 DN0718'ORIGINALLY SET. FOUND A 2.5 FOOT LONG CONCRETE POST LAYING HORIZONTAL
 DN0718'AT 33.5 FEET WEST OF THE CENTERLINE OF THE RAILROAD TRACKS AND 40 FEET
 DN0718'SOUTH OF THE PROJECTED CENTERLINE OF MAIN STREET. NO DISK WAS FOUND ON
 DN0718'THE CONCRETE POST SO I CANNOT UNEQUIVOCALLY SAY THAT THE MONUMENT HAS
 DN0718'BEEN DESTROYED.
 DN0718
 DN0718                          STATION RECOVERY (2005)
 DN0718
 DN0718'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0335 ***********************************************************************
 DN0335  DESIGNATION -  G 947
 DN0335  PID         -  DN0335
 DN0335  STATE/COUNTY-  TX/DENTON
 DN0335  USGS QUAD   -  LITTLE ELM (1968)
 DN0335
 DN0335                         *CURRENT SURVEY CONTROL
 DN0335  ___________________________________________________________________
 DN0335* NAD 83(1986)-  33 09 46.     (N)    096 58 00.     (W)     SCALED    
 DN0335* NAVD 88     -       167.387  (meters)     549.17   (feet)  ADJUSTED  
 DN0335  ___________________________________________________________________
 DN0335  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DN0335  DYNAMIC HT  -         167.199 (meters)     548.55  (feet)  COMP
 DN0335  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 DN0335
 DN0335  VERT ORDER  -  SECOND    CLASS 0
 DN0335
 DN0335.The horizontal coordinates were scaled from a topographic map and have
 DN0335.an estimated accuracy of +/- 6 seconds.
 DN0335
 DN0335.The orthometric height was determined by differential leveling
 DN0335.and adjusted by the National Geodetic Survey in June 1991..
 DN0335
 DN0335.The geoid height was determined by GEOID03.
 DN0335
 DN0335.The dynamic height is computed by dividing the NAVD 88
 DN0335.geopotential number by the normal gravity value computed on the
 DN0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0335.degrees latitude (g = 980.6199 gals.).
 DN0335
 DN0335.The modeled gravity was interpolated from observed gravity values.
 DN0335
 DN0335;                    North         East    Units  Estimated Accuracy
 DN0335;SPC TXNC     - 2,166,950.      743,010.      MT  (+/- 180 meters Scaled)
 DN0335
 DN0335                          SUPERSEDED SURVEY CONTROL
 DN0335
 DN0335  NGVD 29 (??/??/92)  167.39   (m)          549.2    (f) COMPUTED    2 0
 DN0335
 DN0335.Superseded values are not recommended for survey control.
 DN0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0335.See file dsdata.txt to determine how the superseded data were derived.
 DN0335
 DN0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB896711(NAD 83)
 DN0335_MARKER: DB = BENCH MARK DISK
 DN0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0335_STAMPING: G 947 1946
 DN0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0335+STABILITY: SURFACE MOTION
 DN0335
 DN0335  HISTORY     - Date     Condition        Report By
 DN0335  HISTORY     - 1946     MONUMENTED       CGS
 DN0335  HISTORY     - 1960     MARK NOT FOUND   NGS
 DN0335  HISTORY     - 1960     MARK NOT FOUND   NGS
 DN0335  HISTORY     - 20050121 GOOD             HALFF
 DN0335
 DN0335                          STATION DESCRIPTION
 DN0335
 DN0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0335'1.9 MI W FROM LITTLE ELM.
 DN0335'1.9 MILES SOUTHWEST ALONG THE LAKE DALLAS HIGHWAY FROM THE HIGH SCHOOL
 DN0335'AT LITTLE ELM, DENTON COUNTY, AT THE JUNCTION OF A FARM DRIVE LEADING
 DN0335'NORTH, 32 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 24.6 FEET EAST
 DN0335'OF THE EAST END OF A WIRE GATE ACROSS THE FARM DRIVE, 22 FEET
 DN0335'NORTHEAST OF THE EAST END OF AND IRON CULVERT, 1 FOOT SOUTH OF A
 DN0335'FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER
 DN0335'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 947 1946 AND SET IN THE
 DN0335'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE SITE OF THIS
 DN0335'MARK IS NOW WITHIN THE AREA OF A LARGE Y ROAD INTERSECTION, EAST OF
 DN0335'THE EVA GROCERY AND SERVICE STATION AND THE MARK IS GONE.
 DN0335
 DN0335                          STATION RECOVERY (1960)
 DN0335
 DN0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DN0335'MARK NOT FOUND.
 DN0335
 DN0335                          STATION RECOVERY (2005)
 DN0335
 DN0335'RECOVERY NOTE BY HALFF ASSOCIATES INCORPORATED 2005 (JR)
 DN0335'650 SOUTHWEST OF INTERSECTION OF GARZA LANE AND FM720, 21.3' NORTHWEST
 DN0335'OF GARZA LANE EDGE OF PAVEMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0356 ***********************************************************************
 DN0356  DESIGNATION -  G 948 RESET 1956
 DN0356  PID         -  DN0356
 DN0356  STATE/COUNTY-  TX/DENTON
 DN0356  USGS QUAD   -  LEWISVILLE EAST (1981)
 DN0356
 DN0356                         *CURRENT SURVEY CONTROL
 DN0356  ___________________________________________________________________
 DN0356* NAD 83(1986)-  33 01 17.     (N)    096 59 06.     (W)     SCALED    
 DN0356* NAVD 88     -       156.34   (+/-2cm)     512.9    (feet)  VERTCON   
 DN0356  ___________________________________________________________________
 DN0356  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DN0356
 DN0356  VERT ORDER  -  THIRD (See Below)
 DN0356
 DN0356.The horizontal coordinates were scaled from a topographic map and have
 DN0356.an estimated accuracy of +/- 6 seconds.
 DN0356
 DN0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0356.The vertical order pertains to the NGVD 29 superseded value.
 DN0356
 DN0356.The geoid height was determined by GEOID03.
 DN0356
 DN0356;                    North         East    Units  Estimated Accuracy
 DN0356;SPC TXNC     - 2,151,250.      741,530.      MT  (+/- 180 meters Scaled)
 DN0356
 DN0356                          SUPERSEDED SURVEY CONTROL
 DN0356
 DN0356  NGVD 29 (01/29/03)  156.33   (m)          512.9    (f) RESET       3  
 DN0356
 DN0356.Superseded values are not recommended for survey control.
 DN0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0356.See file dsdata.txt to determine how the superseded data were derived.
 DN0356
 DN0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB882554(NAD 83)
 DN0356_MARKER: DB = BENCH MARK DISK
 DN0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0356_STAMPING: G 948 RESET 1956
 DN0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0356+STABILITY: SURFACE MOTION
 DN0356
 DN0356  HISTORY     - Date     Condition        Report By
 DN0356  HISTORY     - 1956     MONUMENTED       CGS
 DN0356  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0356  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0356
 DN0356                          STATION DESCRIPTION
 DN0356
 DN0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 DN0356'1.8 MI SE FROM LEWISVILLE.
 DN0356'ABOUT 1.8 MILES SOUTHEAST ALONG U.S HIGHWAY NO. 77 FROM A POINT ABOUT
 DN0356'1 BLOCK WEST OF THE POST OFFICE, 1 FOOT SOUTHWEST OF THE NORTHEAST
 DN0356'RIGHT-OF-WAY FENCE AND MIDWAY, 100 YARDS EACH WAY FROM ENTRANCE DRIVES
 DN0356'TO FARM HOUSES AND ACROSS THE WIDE EXPRESS TYPE HIGHWAY FROM A RED
 DN0356'RANCH STYLE HOUSE.  IT IS 60 YARDS SOUTHEAST OF A FENCE CORNER, A DISK
 DN0356'STAMPED G 948 RESET 1956 AND SET IN A CONCRETE MONUMENT WHICH IS ABOUT
 DN0356'FLUSH WITH THE GROUND.
 DN0356
 DN0356                          STATION RECOVERY (1998)
 DN0356
 DN0356'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0356'MARK NOT FOUND.
 DN0356
 DN0356                          STATION RECOVERY (2005)
 DN0356
 DN0356'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0668 ***********************************************************************
 DN0668  DESIGNATION -  G 949
 DN0668  PID         -  DN0668
 DN0668  STATE/COUNTY-  TX/DENTON
 DN0668  USGS QUAD   -  DENTON EAST (1978)
 DN0668
 DN0668                         *CURRENT SURVEY CONTROL
 DN0668  ___________________________________________________________________
 DN0668* NAD 83(1986)-  33 13 56.     (N)    097 06 06.     (W)     SCALED    
 DN0668* NAVD 88     -       188.536  (meters)     618.56   (feet)  ADJUSTED  
 DN0668  ___________________________________________________________________
 DN0668  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DN0668  DYNAMIC HT  -         188.326 (meters)     617.87  (feet)  COMP
 DN0668  MODELED GRAV-     979,518.9   (mgal)                       NAVD 88
 DN0668
 DN0668  VERT ORDER  -  SECOND    CLASS 0
 DN0668
 DN0668.The horizontal coordinates were scaled from a topographic map and have
 DN0668.an estimated accuracy of +/- 6 seconds.
 DN0668
 DN0668.The orthometric height was determined by differential leveling
 DN0668.and adjusted by the National Geodetic Survey in June 1991..
 DN0668
 DN0668.The geoid height was determined by GEOID03.
 DN0668
 DN0668.The dynamic height is computed by dividing the NAVD 88
 DN0668.geopotential number by the normal gravity value computed on the
 DN0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0668.degrees latitude (g = 980.6199 gals.).
 DN0668
 DN0668.The modeled gravity was interpolated from observed gravity values.
 DN0668
 DN0668;                    North         East    Units  Estimated Accuracy
 DN0668;SPC TXNC     - 2,174,470.      730,320.      MT  (+/- 180 meters Scaled)
 DN0668
 DN0668                          SUPERSEDED SURVEY CONTROL
 DN0668
 DN0668  NGVD 29 (??/??/92)  188.525  (m)          618.52   (f) ADJ UNCH    2 0
 DN0668
 DN0668.Superseded values are not recommended for survey control.
 DN0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0668.See file dsdata.txt to determine how the superseded data were derived.
 DN0668
 DN0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB768786(NAD 83)
 DN0668_MARKER: DB = BENCH MARK DISK
 DN0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0668_STAMPING: G 949 1946
 DN0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0668+STABILITY: SURFACE MOTION
 DN0668
 DN0668  HISTORY     - Date     Condition        Report By
 DN0668  HISTORY     - 1946     MONUMENTED       CGS
 DN0668  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 DN0668  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0668
 DN0668                          STATION DESCRIPTION
 DN0668
 DN0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0668'2.3 MI E FROM DENTON.
 DN0668'2.3 MILES EAST OF DENTON, DENTON COUNTY, FROM THE POST OFFICE, 0.1
 DN0668'MILE EAST ALONG MCKINNEY STREET, 0.4 MILE NORTH ALONG OAKLAND AVENUE,
 DN0668'0.4 MILE EAST ALONG TEXAS STREET, AND 1.4 MILES NORTHEAST ALONG A
 DN0668'GRAVEL ROAD PARALLELING THE TEXAS AND PACIFIC RAILWAY.  IT IS 50 YARDS
 DN0668'NORTHEAST OF A DENTON P S 1 MILE SIGN, BETWEEN THE ROAD AND THE
 DN0668'RAILROAD, 40 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 39.5 FEET
 DN0668'SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF A WHITE WOODEN
 DN0668'WITNESS POST, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 DN0668'STAMPED G 949 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DN0668'INCHES ABOVE GROUND.
 DN0668
 DN0668                          STATION RECOVERY (1972)
 DN0668
 DN0668'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 DN0668'MARK NOT FOUND.
 DN0668
 DN0668                          STATION RECOVERY (2005)
 DN0668
 DN0668'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1058 ***********************************************************************
 AJ1058  DESIGNATION -  G 95
 AJ1058  PID         -  AJ1058
 AJ1058  STATE/COUNTY-  TX/WEBB
 AJ1058  USGS QUAD   -  LAREDO WEST (1980)
 AJ1058
 AJ1058                         *CURRENT SURVEY CONTROL
 AJ1058  ___________________________________________________________________
 AJ1058* NAD 83(1986)-  27 30 33.     (N)    099 30 28.     (W)     SCALED    
 AJ1058* NAVD 88     -       126.119  (meters)     413.78   (feet)  ADJUSTED  
 AJ1058  ___________________________________________________________________
 AJ1058  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AJ1058  DYNAMIC HT  -         125.919 (meters)     413.12  (feet)  COMP
 AJ1058  MODELED GRAV-     979,064.7   (mgal)                       NAVD 88
 AJ1058
 AJ1058  VERT ORDER  -  FIRST     CLASS II
 AJ1058
 AJ1058.The horizontal coordinates were scaled from a topographic map and have
 AJ1058.an estimated accuracy of +/- 6 seconds.
 AJ1058
 AJ1058.The orthometric height was determined by differential leveling
 AJ1058.and adjusted by the National Geodetic Survey in June 1991..
 AJ1058
 AJ1058.The geoid height was determined by GEOID03.
 AJ1058
 AJ1058.The dynamic height is computed by dividing the NAVD 88
 AJ1058.geopotential number by the normal gravity value computed on the
 AJ1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1058.degrees latitude (g = 980.6199 gals.).
 AJ1058
 AJ1058.The modeled gravity was interpolated from observed gravity values.
 AJ1058
 AJ1058;                    North         East    Units  Estimated Accuracy
 AJ1058;SPC TX S     - 5,204,530.      200,440.      MT  (+/- 180 meters Scaled)
 AJ1058
 AJ1058                          SUPERSEDED SURVEY CONTROL
 AJ1058
 AJ1058  NGVD 29 (??/??/92)  126.14   (m)          413.8    (f) COMPUTED    1 2
 AJ1058
 AJ1058.Superseded values are not recommended for survey control.
 AJ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1058.See file dsdata.txt to determine how the superseded data were derived.
 AJ1058
 AJ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR498429(NAD 83)
 AJ1058_MARKER: DB = BENCH MARK DISK
 AJ1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1058_STAMPING: G 95 1933
 AJ1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1058+STABILITY: SURFACE MOTION
 AJ1058
 AJ1058  HISTORY     - Date     Condition        Report By
 AJ1058  HISTORY     - 1933     MONUMENTED       CGS
 AJ1058  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ1058  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AJ1058
 AJ1058                          STATION DESCRIPTION
 AJ1058
 AJ1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ1058'IN LAREDO.
 AJ1058'IN TEX-MEX PARK ABOUT 100 FT. S OF TEX-MEX STATION AND GENERAL
 AJ1058'OFFICES.
 AJ1058
 AJ1058                          STATION RECOVERY (1981)
 AJ1058
 AJ1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ1058'MARK SEARCHED FOR, NOT RECOVERED, AREA HAS BEEN RECONSTRUCTED.
 AJ1058
 AJ1058                          STATION RECOVERY (2002)
 AJ1058
 AJ1058'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1059 ***********************************************************************
 AJ1059  DESIGNATION -  G 95 RESET 1965
 AJ1059  PID         -  AJ1059
 AJ1059  STATE/COUNTY-  TX/WEBB
 AJ1059  USGS QUAD   -  LAREDO WEST (1980)
 AJ1059
 AJ1059                         *CURRENT SURVEY CONTROL
 AJ1059  ___________________________________________________________________
 AJ1059* NAD 83(1986)-  27 30 33.     (N)    099 30 28.     (W)     SCALED    
 AJ1059* NAVD 88     -       126.49   (meters)     415.0    (feet)  RESET     
 AJ1059  ___________________________________________________________________
 AJ1059  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AJ1059
 AJ1059  VERT ORDER  -  THIRD
 AJ1059
 AJ1059.The horizontal coordinates were scaled from a topographic map and have
 AJ1059.an estimated accuracy of +/- 6 seconds.
 AJ1059
 AJ1059.The orthometric height was computed from unverified reset data.
 AJ1059
 AJ1059.The geoid height was determined by GEOID03.
 AJ1059
 AJ1059;                    North         East    Units  Estimated Accuracy
 AJ1059;SPC TX S     - 5,204,530.      200,440.      MT  (+/- 180 meters Scaled)
 AJ1059
 AJ1059                          SUPERSEDED SURVEY CONTROL
 AJ1059
 AJ1059.No superseded survey control is available for this station.
 AJ1059
 AJ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR498429(NAD 83)
 AJ1059_MARKER: DB = BENCH MARK DISK
 AJ1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ1059_SP_SET: BEAM
 AJ1059_STAMPING: G 95 RESET 1965
 AJ1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1059
 AJ1059  HISTORY     - Date     Condition        Report By
 AJ1059  HISTORY     - 1965     MONUMENTED
 AJ1059  HISTORY     - 1966     GOOD             TXHD
 AJ1059  HISTORY     - 1988     GOOD             USPSQD
 AJ1059
 AJ1059                          STATION DESCRIPTION
 AJ1059
 AJ1059'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1966
 AJ1059'IN LAREDO.
 AJ1059'AT LAREDO, SET NEAR THE NORTHEAST CORNER OF NEW GENERAL OFFICE
 AJ1059'BUILDING, IN CONCRETE BEAM AT THE NORTHEAST CORNER OF PORCH AT
 AJ1059'ENTRANCE TO FREIGHT OFFICE.
 AJ1059
 AJ1059                          STATION RECOVERY (1988)
 AJ1059
 AJ1059'RECOVERY NOTE BY US POWER SQUADRON 1988 (HWK)
 AJ1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0630 ***********************************************************************
 BZ0630  DESIGNATION -  G 950
 BZ0630  PID         -  BZ0630
 BZ0630  STATE/COUNTY-  TX/NAVARRO
 BZ0630  USGS QUAD   -  PURDON (1978)
 BZ0630
 BZ0630                         *CURRENT SURVEY CONTROL
 BZ0630  ___________________________________________________________________
 BZ0630* NAD 83(1986)-  31 59 39.     (N)    096 33 18.     (W)     SCALED    
 BZ0630* NAVD 88     -       109.564  (meters)     359.46   (feet)  ADJUSTED  
 BZ0630  ___________________________________________________________________
 BZ0630  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 BZ0630  DYNAMIC HT  -         109.435 (meters)     359.04  (feet)  COMP
 BZ0630  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 BZ0630
 BZ0630  VERT ORDER  -  SECOND    CLASS 0
 BZ0630
 BZ0630.The horizontal coordinates were scaled from a topographic map and have
 BZ0630.an estimated accuracy of +/- 6 seconds.
 BZ0630
 BZ0630.The orthometric height was determined by differential leveling
 BZ0630.and adjusted by the National Geodetic Survey in June 1991..
 BZ0630
 BZ0630.The geoid height was determined by GEOID03.
 BZ0630
 BZ0630.The dynamic height is computed by dividing the NAVD 88
 BZ0630.geopotential number by the normal gravity value computed on the
 BZ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0630.degrees latitude (g = 980.6199 gals.).
 BZ0630
 BZ0630.The modeled gravity was interpolated from observed gravity values.
 BZ0630
 BZ0630;                    North         East    Units  Estimated Accuracy
 BZ0630;SPC TXNC     - 2,038,020.      783,800.      MT  (+/- 180 meters Scaled)
 BZ0630
 BZ0630                          SUPERSEDED SURVEY CONTROL
 BZ0630
 BZ0630  NGVD 29 (??/??/92)  109.552  (m)          359.42   (f) ADJ UNCH    2 0
 BZ0630
 BZ0630.Superseded values are not recommended for survey control.
 BZ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0630.See file dsdata.txt to determine how the superseded data were derived.
 BZ0630
 BZ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA309424(NAD 83)
 BZ0630_MARKER: DB = BENCH MARK DISK
 BZ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0630_STAMPING: G 950 1946
 BZ0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0630+STABILITY: SURFACE MOTION
 BZ0630
 BZ0630  HISTORY     - Date     Condition        Report By
 BZ0630  HISTORY     - 1946     MONUMENTED       CGS
 BZ0630  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0630
 BZ0630                          STATION DESCRIPTION
 BZ0630
 BZ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0630'1.5 MI W FROM CORBET.
 BZ0630'TO REACH FROM THE MODEL COTTON GIN AT CORBET GO SOUTHWEST 0.5 MILE
 BZ0630'ALONG A PAVED ROAD, THENCE WESTERLY 1.0 MILE ALONG A GRADED DIRT ROAD
 BZ0630'TO SITE OF MARK, BENCH MARK IS 40.0 FEET NORTHWEST OF THE NORTHWEST
 BZ0630'CORNER OF A SMALL WOODEN BRIDGE, 32.0 FEET WEST OF AND ABOUT LEVEL
 BZ0630'WITH THE CENTER LINE OF THE ROAD, 14.0 FEET NORTHEAST OF A TWELVE INCH
 BZ0630'ELM TREE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK
 BZ0630'STAMPED G 950 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 BZ0630'INCHES ABOVE GROUND.
 BZ0630
 BZ0630                          STATION RECOVERY (2002)
 BZ0630
 BZ0630'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BZ0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0964 ***********************************************************************
 CS0964  DESIGNATION -  G 951
 CS0964  PID         -  CS0964
 CS0964  STATE/COUNTY-  TX/NAVARRO
 CS0964  USGS QUAD   -  FROST (1965)
 CS0964
 CS0964                         *CURRENT SURVEY CONTROL
 CS0964  ___________________________________________________________________
 CS0964* NAD 83(1986)-  32 00 10.     (N)    096 49 14.     (W)     SCALED    
 CS0964* NAVD 88     -       141.424  (meters)     463.99   (feet)  ADJUSTED  
 CS0964  ___________________________________________________________________
 CS0964  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CS0964  DYNAMIC HT  -         141.256 (meters)     463.44  (feet)  COMP
 CS0964  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 CS0964
 CS0964  VERT ORDER  -  SECOND    CLASS 0
 CS0964
 CS0964.The horizontal coordinates were scaled from a topographic map and have
 CS0964.an estimated accuracy of +/- 6 seconds.
 CS0964
 CS0964.The orthometric height was determined by differential leveling
 CS0964.and adjusted by the National Geodetic Survey in June 1991..
 CS0964
 CS0964.The geoid height was determined by GEOID03.
 CS0964
 CS0964.The dynamic height is computed by dividing the NAVD 88
 CS0964.geopotential number by the normal gravity value computed on the
 CS0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0964.degrees latitude (g = 980.6199 gals.).
 CS0964
 CS0964.The modeled gravity was interpolated from observed gravity values.
 CS0964
 CS0964;                    North         East    Units  Estimated Accuracy
 CS0964;SPC TXNC     - 2,038,540.      758,690.      MT  (+/- 180 meters Scaled)
 CS0964
 CS0964                          SUPERSEDED SURVEY CONTROL
 CS0964
 CS0964  NGVD 29 (??/??/92)  141.395  (m)          463.89   (f) ADJ UNCH    2 0
 CS0964
 CS0964.Superseded values are not recommended for survey control.
 CS0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0964.See file dsdata.txt to determine how the superseded data were derived.
 CS0964
 CS0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA058428(NAD 83)
 CS0964_MARKER: DB = BENCH MARK DISK
 CS0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0964_STAMPING: G 951 1946
 CS0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0964+STABILITY: SURFACE MOTION
 CS0964
 CS0964  HISTORY     - Date     Condition        Report By
 CS0964  HISTORY     - 1946     MONUMENTED       CGS
 CS0964
 CS0964                          STATION DESCRIPTION
 CS0964
 CS0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0964'2.7 MI NW FROM EMMET.
 CS0964'TO REACH FROM THE EMMET SCHOOL AT EMMET GO WEST 1.0 MILE ALONG A
 CS0964'GRADED DIRT ROAD, THENCE NORTH 1.7 MILES ALONG A GRADED DIRT ROAD TO
 CS0964'SITE OF MARK, BENCH MARK IS AT A CURVE IN THE ROAD, 99.0 FEET
 CS0964'NORTHWEST OF A SMALL WOODEN BRIDGE, ABOUT 50 FEET WEST OF A DITCH, 5.0
 CS0964'FEET NORTH OF A TELEPHONE POLE, 23.0 FEET EAST OF AND ABOUT 1.0 FOOT
 CS0964'HIGHER THAN THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A FENCE AND
 CS0964'1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED G
 CS0964'951 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 CS0964'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0866 ***********************************************************************
 CS0866  DESIGNATION -  G 952
 CS0866  PID         -  CS0866
 CS0866  STATE/COUNTY-  TX/NAVARRO
 CS0866  USGS QUAD   -  CRYER CREEK (1978)
 CS0866
 CS0866                         *CURRENT SURVEY CONTROL
 CS0866  ___________________________________________________________________
 CS0866* NAD 83(1986)-  32 08 26.     (N)    096 40 23.     (W)     SCALED    
 CS0866* NAVD 88     -       153.239  (meters)     502.75   (feet)  ADJUSTED  
 CS0866  ___________________________________________________________________
 CS0866  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CS0866  DYNAMIC HT  -         153.060 (meters)     502.16  (feet)  COMP
 CS0866  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 CS0866
 CS0866  VERT ORDER  -  SECOND    CLASS 0
 CS0866
 CS0866.The horizontal coordinates were scaled from a topographic map and have
 CS0866.an estimated accuracy of +/- 6 seconds.
 CS0866
 CS0866.The orthometric height was determined by differential leveling
 CS0866.and adjusted by the National Geodetic Survey in June 1991..
 CS0866
 CS0866.The geoid height was determined by GEOID03.
 CS0866
 CS0866.The dynamic height is computed by dividing the NAVD 88
 CS0866.geopotential number by the normal gravity value computed on the
 CS0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0866.degrees latitude (g = 980.6199 gals.).
 CS0866
 CS0866.The modeled gravity was interpolated from observed gravity values.
 CS0866
 CS0866;                    North         East    Units  Estimated Accuracy
 CS0866;SPC TXNC     - 2,054,050.      772,360.      MT  (+/- 180 meters Scaled)
 CS0866
 CS0866                          SUPERSEDED SURVEY CONTROL
 CS0866
 CS0866  NGVD 29 (??/??/92)  153.227  (m)          502.71   (f) ADJ UNCH    2 0
 CS0866
 CS0866.Superseded values are not recommended for survey control.
 CS0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0866.See file dsdata.txt to determine how the superseded data were derived.
 CS0866
 CS0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA194583(NAD 83)
 CS0866_MARKER: DB = BENCH MARK DISK
 CS0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0866_STAMPING: G 952 1946
 CS0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0866+STABILITY: SURFACE MOTION
 CS0866
 CS0866  HISTORY     - Date     Condition        Report By
 CS0866  HISTORY     - 1946     MONUMENTED       CGS
 CS0866
 CS0866                          STATION DESCRIPTION
 CS0866
 CS0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0866'7.2 MI NE FROM BLOOMING GROVE.
 CS0866'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.3 MILE
 CS0866'ALONG MAIN STREET, THENCE EAST 1.0 MILE ALONG STATE HIGHWAY NO.22,
 CS0866'THENCE NORTH 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 0.8 MILE
 CS0866'ALONG A GRADED DIRT ROAD, THENCE NORTHERLY 3.4 MILES ALONG A GRADED
 CS0866'DIRT ROAD, THENCE EASTERLY 1.6 MILES ALONG A GRADED DIRT ROAD TO SITE
 CS0866'OF MARK, BENCH MARK IS ACROSS THE ROAD FROM THE ENTRANCE TO A
 CS0866'CEMETERY, 36.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 CS0866'THE ROAD, 89.5 FEET SOUTHWEST OF A TWENTYFOUR INCH OAK TREE, 54.0 FEET
 CS0866'WEST OF THE WEST END OF A GATE, 1.0 FOOT NORTH OF A FENCE AND 1.0 FOOT
 CS0866'EAST OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED G 952 1946
 CS0866'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CS0866'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0912 ***********************************************************************
 CS0912  DESIGNATION -  G 953
 CS0912  PID         -  CS0912
 CS0912  STATE/COUNTY-  TX/NAVARRO
 CS0912  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0912
 CS0912                         *CURRENT SURVEY CONTROL
 CS0912  ___________________________________________________________________
 CS0912* NAD 83(1986)-  32 07 23.     (N)    096 44 27.     (W)     SCALED    
 CS0912* NAVD 88     -       162.784  (meters)     534.07   (feet)  ADJUSTED  
 CS0912  ___________________________________________________________________
 CS0912  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CS0912  DYNAMIC HT  -         162.592 (meters)     533.44  (feet)  COMP
 CS0912  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 CS0912
 CS0912  VERT ORDER  -  SECOND    CLASS 0
 CS0912
 CS0912.The horizontal coordinates were scaled from a topographic map and have
 CS0912.an estimated accuracy of +/- 6 seconds.
 CS0912
 CS0912.The orthometric height was determined by differential leveling
 CS0912.and adjusted by the National Geodetic Survey in June 1991..
 CS0912
 CS0912.The geoid height was determined by GEOID03.
 CS0912
 CS0912.The dynamic height is computed by dividing the NAVD 88
 CS0912.geopotential number by the normal gravity value computed on the
 CS0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0912.degrees latitude (g = 980.6199 gals.).
 CS0912
 CS0912.The modeled gravity was interpolated from observed gravity values.
 CS0912
 CS0912;                    North         East    Units  Estimated Accuracy
 CS0912;SPC TXNC     - 2,052,000.      766,000.      MT  (+/- 180 meters Scaled)
 CS0912
 CS0912                          SUPERSEDED SURVEY CONTROL
 CS0912
 CS0912  NGVD 29 (??/??/92)  162.768  (m)          534.01   (f) ADJ UNCH    2 0
 CS0912
 CS0912.Superseded values are not recommended for survey control.
 CS0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0912.See file dsdata.txt to determine how the superseded data were derived.
 CS0912
 CS0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA131563(NAD 83)
 CS0912_MARKER: DB = BENCH MARK DISK
 CS0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0912_STAMPING: G 953 1946
 CS0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0912+STABILITY: SURFACE MOTION
 CS0912
 CS0912  HISTORY     - Date     Condition        Report By
 CS0912  HISTORY     - 1946     MONUMENTED       CGS
 CS0912
 CS0912                          STATION DESCRIPTION
 CS0912
 CS0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0912'3.1 MI NW FROM BLOOMING GROVE.
 CS0912'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.6 MILE
 CS0912'ALONG MAIN STREET, THENCE NORTHWESTERLY 2.5 MILES ALONG THE AVALON
 CS0912'BLOOMING GROVE ROAD TO SITE OF MARK, BENCH MARK IS AT THE EAST END OF
 CS0912'AN EAST-WEST JOG IN THE ROAD, 18.0 FEET EAST OF AND LEVEL WITH THE
 CS0912'CENTER LINE OF THE ROAD, 26.0 FEET NORTHWEST OF A FENCE CORNER, 10.0
 CS0912'FEET NORTHWEST OF THE NORTHWEST END OF A WIRE GATE, 2.0 FEET SOUTHWEST
 CS0912'OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST. A BRONZE
 CS0912'DISK STAMPED G 953 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 CS0912'PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0924 ***********************************************************************
 CS0924  DESIGNATION -  G 954
 CS0924  PID         -  CS0924
 CS0924  STATE/COUNTY-  TX/NAVARRO
 CS0924  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0924
 CS0924                         *CURRENT SURVEY CONTROL
 CS0924  ___________________________________________________________________
 CS0924* NAD 83(1986)-  32 06 09.     (N)    096 39 12.     (W)     SCALED    
 CS0924* NAVD 88     -       155.529  (meters)     510.26   (feet)  ADJUSTED  
 CS0924  ___________________________________________________________________
 CS0924  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CS0924  DYNAMIC HT  -         155.348 (meters)     509.67  (feet)  COMP
 CS0924  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 CS0924
 CS0924  VERT ORDER  -  SECOND    CLASS 0
 CS0924
 CS0924.The horizontal coordinates were scaled from a topographic map and have
 CS0924.an estimated accuracy of +/- 6 seconds.
 CS0924
 CS0924.The orthometric height was determined by differential leveling
 CS0924.and adjusted by the National Geodetic Survey in June 1991..
 CS0924
 CS0924.The geoid height was determined by GEOID03.
 CS0924
 CS0924.The dynamic height is computed by dividing the NAVD 88
 CS0924.geopotential number by the normal gravity value computed on the
 CS0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0924.degrees latitude (g = 980.6199 gals.).
 CS0924
 CS0924.The modeled gravity was interpolated from observed gravity values.
 CS0924
 CS0924;                    North         East    Units  Estimated Accuracy
 CS0924;SPC TXNC     - 2,049,860.      774,300.      MT  (+/- 180 meters Scaled)
 CS0924
 CS0924                          SUPERSEDED SURVEY CONTROL
 CS0924
 CS0924  NGVD 29 (??/??/92)  155.516  (m)          510.22   (f) ADJ UNCH    2 0
 CS0924
 CS0924.Superseded values are not recommended for survey control.
 CS0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0924.See file dsdata.txt to determine how the superseded data were derived.
 CS0924
 CS0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA214542(NAD 83)
 CS0924_MARKER: DB = BENCH MARK DISK
 CS0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0924_STAMPING: G 954 1946
 CS0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0924+STABILITY: SURFACE MOTION
 CS0924
 CS0924  HISTORY     - Date     Condition        Report By
 CS0924  HISTORY     - 1946     MONUMENTED       CGS
 CS0924
 CS0924                          STATION DESCRIPTION
 CS0924
 CS0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0924'1.2 MI W FROM BARRY.
 CS0924'TO REACH FROM THE POST OFFICE AT BARRY GO NORTH 0.2 MILE ALONG MAIN
 CS0924'STREET, THENCE WESTERLY 1.0 MILE ALONG STATE HIGHWAY NO. 22 TO SITE OF
 CS0924'MARK, BENCH MARK IS ABOUT 40 YARDS SOUTHEAST OF A FARMHOUSE, 49.0 FEET
 CS0924'NORTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 CS0924'HIGHWAY, 88.0 FEET EAST OF A REA POWER POLE, 3.0 FEET SOUTHEAST OF A
 CS0924'FENCE CORNER AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 CS0924'DISK SET IN THE TOP OF A CONCRETE POST, STAMPED G 954 1946 AND
 CS0924'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0939 ***********************************************************************
 CS0939  DESIGNATION -  G 955
 CS0939  PID         -  CS0939
 CS0939  STATE/COUNTY-  TX/NAVARRO
 CS0939  USGS QUAD   -  MERTENS (1965)
 CS0939
 CS0939                         *CURRENT SURVEY CONTROL
 CS0939  ___________________________________________________________________
 CS0939* NAD 83(1986)-  32 03 46.     (N)    096 52 54.     (W)     SCALED    
 CS0939* NAVD 88     -       164.168  (meters)     538.61   (feet)  ADJUSTED  
 CS0939  ___________________________________________________________________
 CS0939  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CS0939  DYNAMIC HT  -         163.971 (meters)     537.96  (feet)  COMP
 CS0939  MODELED GRAV-     979,436.2   (mgal)                       NAVD 88
 CS0939
 CS0939  VERT ORDER  -  SECOND    CLASS 0
 CS0939
 CS0939.The horizontal coordinates were scaled from a topographic map and have
 CS0939.an estimated accuracy of +/- 6 seconds.
 CS0939
 CS0939.The orthometric height was determined by differential leveling
 CS0939.and adjusted by the National Geodetic Survey in June 1991..
 CS0939
 CS0939.The geoid height was determined by GEOID03.
 CS0939
 CS0939.The dynamic height is computed by dividing the NAVD 88
 CS0939.geopotential number by the normal gravity value computed on the
 CS0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0939.degrees latitude (g = 980.6199 gals.).
 CS0939
 CS0939.The modeled gravity was interpolated from observed gravity values.
 CS0939
 CS0939;                    North         East    Units  Estimated Accuracy
 CS0939;SPC TXNC     - 2,045,100.      752,810.      MT  (+/- 180 meters Scaled)
 CS0939
 CS0939                          SUPERSEDED SURVEY CONTROL
 CS0939
 CS0939  NGVD 29 (??/??/92)  164.138  (m)          538.51   (f) ADJ UNCH    2 0
 CS0939
 CS0939.Superseded values are not recommended for survey control.
 CS0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0939.See file dsdata.txt to determine how the superseded data were derived.
 CS0939
 CS0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA999493(NAD 83)
 CS0939_MARKER: DB = BENCH MARK DISK
 CS0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0939_SP_SET: CULVERT
 CS0939_STAMPING: G 955 1946
 CS0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0939
 CS0939  HISTORY     - Date     Condition        Report By
 CS0939  HISTORY     - 1946     MONUMENTED       CGS
 CS0939
 CS0939                          STATION DESCRIPTION
 CS0939
 CS0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0939'0.7 MI E FROM MERTENS.
 CS0939'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 CS0939'MERTENS GO EASTERLY 0.7 MILE ALONG STATE HIGHWAY NO. 22 TO SITE OF
 CS0939'MARK, BENCH MARK IS 20.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 CS0939'LINE OF THE HIGHWAY, ON TOP OF THE EAST END OF THE NORTH HEADWALL OF A
 CS0939'5 X 12 FT. TWO COMPARTMENT CONCRETE CULVERT.  A BRONZE DISK STAMPED G
 CS0939'955 1946 SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0940 ***********************************************************************
 CS0940  DESIGNATION -  G 955 RESET 1966
 CS0940  PID         -  CS0940
 CS0940  STATE/COUNTY-  TX/NAVARRO
 CS0940  USGS QUAD   -  MERTENS (1965)
 CS0940
 CS0940                         *CURRENT SURVEY CONTROL
 CS0940  ___________________________________________________________________
 CS0940* NAD 83(1986)-  32 03 46.     (N)    096 52 53.     (W)     SCALED    
 CS0940* NAVD 88     -       163.93   (+/-2cm)     537.8    (feet)  VERTCON   
 CS0940  ___________________________________________________________________
 CS0940  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CS0940
 CS0940  VERT ORDER  -  THIRD (See Below)
 CS0940
 CS0940.The horizontal coordinates were scaled from a topographic map and have
 CS0940.an estimated accuracy of +/- 6 seconds.
 CS0940
 CS0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0940.The vertical order pertains to the NGVD 29 superseded value.
 CS0940
 CS0940.The geoid height was determined by GEOID03.
 CS0940
 CS0940;                    North         East    Units  Estimated Accuracy
 CS0940;SPC TXNC     - 2,045,100.      752,840.      MT  (+/- 180 meters Scaled)
 CS0940
 CS0940                          SUPERSEDED SURVEY CONTROL
 CS0940
 CS0940  NGVD 29 (01/29/03)  163.90   (m)          537.7    (f) RESET       3  
 CS0940
 CS0940.Superseded values are not recommended for survey control.
 CS0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0940.See file dsdata.txt to determine how the superseded data were derived.
 CS0940
 CS0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA999493(NAD 83)
 CS0940_MARKER: DB = BENCH MARK DISK
 CS0940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0940_SP_SET: CULVERT
 CS0940_STAMPING: G 955 RESET 1966
 CS0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0940
 CS0940  HISTORY     - Date     Condition        Report By
 CS0940  HISTORY     - 1966     MONUMENTED       LOCENG
 CS0940
 CS0940                          STATION DESCRIPTION
 CS0940
 CS0940'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 CS0940'0.7 MI E FROM MERTENS.
 CS0940'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 22 FROM THE
 CS0940'INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT MERTENS, 20 FEET
 CS0940'NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE HIGHWAY AND SET IN
 CS0940'THE TOP OF THE NORTH HEADWALL OF A 5 X 12 FT. TWO COMPARTMENT CONCRETE
 CS0940'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0723 ***********************************************************************
 CS0723  DESIGNATION -  G 956
 CS0723  PID         -  CS0723
 CS0723  STATE/COUNTY-  TX/ELLIS
 CS0723  USGS QUAD   -  ITALY (1978)
 CS0723
 CS0723                         *CURRENT SURVEY CONTROL
 CS0723  ___________________________________________________________________
 CS0723* NAD 83(1986)-  32 08 33.     (N)    096 53 39.     (W)     SCALED    
 CS0723* NAVD 88     -       166.476  (meters)     546.18   (feet)  ADJUSTED  
 CS0723  ___________________________________________________________________
 CS0723  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CS0723  DYNAMIC HT  -         166.277 (meters)     545.53  (feet)  COMP
 CS0723  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 CS0723
 CS0723  VERT ORDER  -  SECOND    CLASS 0
 CS0723
 CS0723.The horizontal coordinates were scaled from a topographic map and have
 CS0723.an estimated accuracy of +/- 6 seconds.
 CS0723
 CS0723.The orthometric height was determined by differential leveling
 CS0723.and adjusted by the National Geodetic Survey in June 1991..
 CS0723
 CS0723.The geoid height was determined by GEOID03.
 CS0723
 CS0723.The dynamic height is computed by dividing the NAVD 88
 CS0723.geopotential number by the normal gravity value computed on the
 CS0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0723.degrees latitude (g = 980.6199 gals.).
 CS0723
 CS0723.The modeled gravity was interpolated from observed gravity values.
 CS0723
 CS0723;                    North         East    Units  Estimated Accuracy
 CS0723;SPC TXNC     - 2,053,930.      751,500.      MT  (+/- 180 meters Scaled)
 CS0723
 CS0723                          SUPERSEDED SURVEY CONTROL
 CS0723
 CS0723  NGVD 29 (??/??/92)  166.455  (m)          546.11   (f) ADJ UNCH    2 0
 CS0723
 CS0723.Superseded values are not recommended for survey control.
 CS0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0723.See file dsdata.txt to determine how the superseded data were derived.
 CS0723
 CS0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA986581(NAD 83)
 CS0723_MARKER: DB = BENCH MARK DISK
 CS0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0723_SP_SET: BRIDGE
 CS0723_STAMPING: G 956 1946
 CS0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0723
 CS0723  HISTORY     - Date     Condition        Report By
 CS0723  HISTORY     - 1946     MONUMENTED       CGS
 CS0723  HISTORY     - 1948     GOOD             NGS
 CS0723
 CS0723                          STATION DESCRIPTION
 CS0723
 CS0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0723'3.0 MI S FROM ITALY.
 CS0723'3.0 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 CS0723'ITALY, ELLIS COUNTY, 1-1/2 POLES SOUTH ACROSS THE TRACK FROM MILEPOST
 CS0723'219, 48 FEET NORTH OF A ROAD CROSSING, AT BRIDGE 218.9, IN THE TOP OF
 CS0723'THE SOUTHEAST WING WALL, 7 FEET EAST OF THE CENTERLINE OF THE TRACK,
 CS0723'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 956 1946.
 CS0723
 CS0723                          STATION RECOVERY (1948)
 CS0723
 CS0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CS0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1483 ***********************************************************************
 CS1483  DESIGNATION -  G 957
 CS1483  PID         -  CS1483
 CS1483  STATE/COUNTY-  TX/DALLAS
 CS1483  USGS QUAD   -  HUTCHINS (1973)
 CS1483
 CS1483                         *CURRENT SURVEY CONTROL
 CS1483  ___________________________________________________________________
 CS1483* NAD 83(1986)-  32 38 21.     (N)    096 42 28.     (W)     SCALED    
 CS1483* NAVD 88     -       146.828  (meters)     481.72   (feet)  ADJUSTED  
 CS1483  ___________________________________________________________________
 CS1483  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CS1483  DYNAMIC HT  -         146.660 (meters)     481.17  (feet)  COMP
 CS1483  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 CS1483
 CS1483  VERT ORDER  -  FIRST     CLASS II
 CS1483
 CS1483.The horizontal coordinates were scaled from a topographic map and have
 CS1483.an estimated accuracy of +/- 6 seconds.
 CS1483
 CS1483.The orthometric height was determined by differential leveling
 CS1483.and adjusted by the National Geodetic Survey in June 1991..
 CS1483
 CS1483.The geoid height was determined by GEOID03.
 CS1483
 CS1483.The dynamic height is computed by dividing the NAVD 88
 CS1483.geopotential number by the normal gravity value computed on the
 CS1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1483.degrees latitude (g = 980.6199 gals.).
 CS1483
 CS1483.The modeled gravity was interpolated from observed gravity values.
 CS1483
 CS1483;                    North         East    Units  Estimated Accuracy
 CS1483;SPC TXNC     - 2,109,280.      768,140.      MT  (+/- 180 meters Scaled)
 CS1483
 CS1483                          SUPERSEDED SURVEY CONTROL
 CS1483
 CS1483  NGVD 29 (??/??/92)  146.838  (m)          481.75   (f) ADJ UNCH    1 2
 CS1483
 CS1483.Superseded values are not recommended for survey control.
 CS1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1483.See file dsdata.txt to determine how the superseded data were derived.
 CS1483
 CS1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB150136(NAD 83)
 CS1483_MARKER: DB = BENCH MARK DISK
 CS1483_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CS1483+WITH SETTING: PAVEMENT
 CS1483_SP_SET: SIGNAL BLOCK BASE
 CS1483_STAMPING: G 957 1946
 CS1483_MARK LOGO: CGS   
 CS1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1483+STABILITY: SURFACE MOTION
 CS1483
 CS1483  HISTORY     - Date     Condition        Report By
 CS1483  HISTORY     - 1946     MONUMENTED       CGS
 CS1483  HISTORY     - 1958     GOOD             NGS
 CS1483  HISTORY     - 19901023 GOOD             TOWILL
 CS1483  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1483
 CS1483                          STATION DESCRIPTION
 CS1483
 CS1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1483'0.7 MI S FROM HUTCHINS.
 CS1483'0.7 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS1483'STATION AT HUTCHINS, TEXAS.  TEN POLES SOUTH OF MILE POST NO. 254.
 CS1483'62.0 FEET EAST OF AND ABOUT 3.0 FEET HIGHER THAN THE CENTER LINE OF U.
 CS1483'S. HIGHWAY NO. 75.  57.0 FEET SOUTH OF THE CENTER LINE OF A CROSS
 CS1483'ROAD.  10.5 FEET EAST OF AND LEVEL WITH THE CENTER LINE OF THE
 CS1483'RAILROAD TRACKS.  2.0 FEET WEST OF A 4X4 INCH WHITE REFERENCE POST. A
 CS1483'BRONZE DISK SET IN THE BASE OF AN ABANDONED SIGNAL BLOCK.  STAMPED, G
 CS1483'957 1946.
 CS1483
 CS1483                          STATION RECOVERY (1958)
 CS1483
 CS1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1483'RECOVERED IN GOOD CONDITION.
 CS1483
 CS1483                          STATION RECOVERY (1990)
 CS1483
 CS1483'RECOVERY NOTE BY TOWILL INCORPORATED 1990
 CS1483'RECOVERED IN GOOD CONDITION.
 CS1483
 CS1483                          STATION RECOVERY (2000)
 CS1483
 CS1483'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0802 ***********************************************************************
 CS0802  DESIGNATION -  G 958
 CS0802  PID         -  CS0802
 CS0802  STATE/COUNTY-  TX/ELLIS
 CS0802  USGS QUAD   -  BRISTOL (1962)
 CS0802
 CS0802                         *CURRENT SURVEY CONTROL
 CS0802  ___________________________________________________________________
 CS0802* NAD 83(1986)-  32 24 49.     (N)    096 32 10.     (W)     SCALED    
 CS0802* NAVD 88     -       108.833  (meters)     357.06   (feet)  ADJUSTED  
 CS0802  ___________________________________________________________________
 CS0802  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CS0802  DYNAMIC HT  -         108.709 (meters)     356.66  (feet)  COMP
 CS0802  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 CS0802
 CS0802  VERT ORDER  -  SECOND    CLASS 0
 CS0802
 CS0802.The horizontal coordinates were scaled from a topographic map and have
 CS0802.an estimated accuracy of +/- 6 seconds.
 CS0802
 CS0802.The orthometric height was determined by differential leveling
 CS0802.and adjusted by the National Geodetic Survey in June 1991..
 CS0802
 CS0802.The geoid height was determined by GEOID03.
 CS0802
 CS0802.The dynamic height is computed by dividing the NAVD 88
 CS0802.geopotential number by the normal gravity value computed on the
 CS0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0802.degrees latitude (g = 980.6199 gals.).
 CS0802
 CS0802.The modeled gravity was interpolated from observed gravity values.
 CS0802
 CS0802;                    North         East    Units  Estimated Accuracy
 CS0802;SPC TXNC     - 2,084,560.      784,710.      MT  (+/- 180 meters Scaled)
 CS0802
 CS0802                          SUPERSEDED SURVEY CONTROL
 CS0802
 CS0802  NGVD 29 (??/??/92)  108.843  (m)          357.10   (f) ADJ UNCH    2 0
 CS0802
 CS0802.Superseded values are not recommended for survey control.
 CS0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0802.See file dsdata.txt to determine how the superseded data were derived.
 CS0802
 CS0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA317889(NAD 83)
 CS0802_MARKER: DB = BENCH MARK DISK
 CS0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0802_STAMPING: G 958 1946
 CS0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0802+STABILITY: SURFACE MOTION
 CS0802
 CS0802  HISTORY     - Date     Condition        Report By
 CS0802  HISTORY     - 1946     MONUMENTED       CGS
 CS0802  HISTORY     - 1962     GOOD             NGS
 CS0802
 CS0802                          STATION DESCRIPTION
 CS0802
 CS0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS0802'4.0 MI SE FROM BRISTO.
 CS0802'THE BENCH MARK WAS REACHED FROM ENNIS, AT THE JUNCTION OF U.S. HIGHWAY
 CS0802'75 BUSINESS ROUTE AND STATE HIGHWAY 34, BY GOING NORTHEAST ON STATE
 CS0802'HIGHWAY 34 FOR 6.5 MILES TO A GRAVELED SIDE ROAD ON THE LEFT, AT SIGN
 CS0802'ALSDORF 2, THENCE NORTH ALONG THE GRAVELED ROAD 1.6 MILES TO A SIDE
 CS0802'ROAD ON THE RIGHT.  TURN RIGHT, GO 1.2 MILES, EAST AND NORTH, ALONG A
 CS0802'GRAVELED ROAD TO SMALL WOODEN BRIDGE AND A TRACK ROAD WHICH LEADS WEST
 CS0802'ALONG A CREEK.  TURN LEFT AND FOLLOW THE TRACK ROAD 0.4 MILE TO A
 CS0802'GATE.  PASS THROUGH GATE, CONTINUE WEST 0.6 MILE TO BENCH MARK AT THE
 CS0802'WEST END OF A CULTIVATED FIELD, ABOUT 75 YARDS EAST OF THE CREEK AND
 CS0802'40 FEET SOUTH OF A COTTON WOOD TREE.  A STANDARD DISK, STAMPED G 958
 CS0802'1946, SET IN A 6 X 6 IN. CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0231 ***********************************************************************
 CS0231  DESIGNATION -  G 959
 CS0231  PID         -  CS0231
 CS0231  STATE/COUNTY-  TX/KAUFMAN
 CS0231  USGS QUAD   -  SCURRY (1973)
 CS0231
 CS0231                         *CURRENT SURVEY CONTROL
 CS0231  ___________________________________________________________________
 CS0231* NAD 83(1986)-  32 31 30.     (N)    096 23 29.     (W)     SCALED    
 CS0231* NAVD 88     -       129.752  (meters)     425.69   (feet)  ADJUSTED  
 CS0231  ___________________________________________________________________
 CS0231  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0231  DYNAMIC HT  -         129.607 (meters)     425.22  (feet)  COMP
 CS0231  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 CS0231
 CS0231  VERT ORDER  -  SECOND    CLASS 0
 CS0231
 CS0231.The horizontal coordinates were scaled from a topographic map and have
 CS0231.an estimated accuracy of +/- 6 seconds.
 CS0231
 CS0231.The orthometric height was determined by differential leveling
 CS0231.and adjusted by the National Geodetic Survey in June 1991..
 CS0231
 CS0231.The geoid height was determined by GEOID03.
 CS0231
 CS0231.The dynamic height is computed by dividing the NAVD 88
 CS0231.geopotential number by the normal gravity value computed on the
 CS0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0231.degrees latitude (g = 980.6199 gals.).
 CS0231
 CS0231.The modeled gravity was interpolated from observed gravity values.
 CS0231
 CS0231;                    North         East    Units  Estimated Accuracy
 CS0231;SPC TXNC     - 2,097,170.      798,080.      MT  (+/- 180 meters Scaled)
 CS0231
 CS0231                          SUPERSEDED SURVEY CONTROL
 CS0231
 CS0231  NGVD 29 (??/??/92)  129.764  (m)          425.73   (f) ADJ UNCH    2 0
 CS0231
 CS0231.Superseded values are not recommended for survey control.
 CS0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0231.See file dsdata.txt to determine how the superseded data were derived.
 CS0231
 CS0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB450016(NAD 83)
 CS0231_MARKER: DB = BENCH MARK DISK
 CS0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0231_STAMPING: G 959 1946
 CS0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0231+STABILITY: SURFACE MOTION
 CS0231
 CS0231  HISTORY     - Date     Condition        Report By
 CS0231  HISTORY     - 1946     MONUMENTED       CGS
 CS0231
 CS0231                          STATION DESCRIPTION
 CS0231
 CS0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0231'1.0 MI NW FROM SCURRY.
 CS0231'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 34 AND THE MAIN
 CS0231'STREET OF SCURRY, GO NORTHWEST 0.7 MILE, THENCE NORTH 0.1 MILE, THENCE
 CS0231'NORTHWEST 0.2 MILE ALONG A DIRT ROAD TO THE SITE OF THE MARK. THE
 CS0231'BENCH MARK IS AT THE WEST END OF A CEMETARY.  28.2 FEET NORTHEAST OF
 CS0231'AND 2.5 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 15.5 FEET NORTH
 CS0231'OF AN 18 INCH OAK TREE, 2 FEET WEST OF A FENCE, 1 FOOT SOUTH OF A
 CS0231'WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CS0231'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0307 ***********************************************************************
 CR0307  DESIGNATION -  G 96
 CR0307  PID         -  CR0307
 CR0307  STATE/COUNTY-  TX/SMITH
 CR0307  USGS QUAD   -  LINDALE (1981)
 CR0307
 CR0307                         *CURRENT SURVEY CONTROL
 CR0307  ___________________________________________________________________
 CR0307* NAD 83(1986)-  32 30 54.     (N)    095 24 29.     (W)     SCALED    
 CR0307* NAVD 88     -       166.646  (meters)     546.74   (feet)  ADJUSTED  
 CR0307  ___________________________________________________________________
 CR0307  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0307  DYNAMIC HT  -         166.453 (meters)     546.10  (feet)  COMP
 CR0307  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 CR0307
 CR0307  VERT ORDER  -  FIRST     CLASS II
 CR0307
 CR0307.The horizontal coordinates were scaled from a topographic map and have
 CR0307.an estimated accuracy of +/- 6 seconds.
 CR0307
 CR0307.The orthometric height was determined by differential leveling
 CR0307.and adjusted by the National Geodetic Survey in June 1991..
 CR0307.WARNING-Repeat measurements at this control monument indicate possible
 CR0307.vertical movement.
 CR0307
 CR0307.The geoid height was determined by GEOID03.
 CR0307
 CR0307.The dynamic height is computed by dividing the NAVD 88
 CR0307.geopotential number by the normal gravity value computed on the
 CR0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0307.degrees latitude (g = 980.6199 gals.).
 CR0307
 CR0307.The modeled gravity was interpolated from observed gravity values.
 CR0307
 CR0307;                    North         East    Units  Estimated Accuracy
 CR0307;SPC TXNC     - 2,098,350.      890,460.      MT  (+/- 180 meters Scaled)
 CR0307
 CR0307                          SUPERSEDED SURVEY CONTROL
 CR0307
 CR0307  NGVD 29 (??/??/92)  166.678  (m)          546.84   (f) ADJ UNCH    1 2
 CR0307
 CR0307.Superseded values are not recommended for survey control.
 CR0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0307.See file dsdata.txt to determine how the superseded data were derived.
 CR0307
 CR0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS737000(NAD 83)
 CR0307_MARKER: DB = BENCH MARK DISK
 CR0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0307_STAMPING: G 96 1933 546.731
 CR0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0307+STABILITY: SURFACE MOTION
 CR0307
 CR0307  HISTORY     - Date     Condition        Report By
 CR0307  HISTORY     - 1933     MONUMENTED       CGS
 CR0307  HISTORY     - 1959     GOOD             NGS
 CR0307  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0307  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0307
 CR0307                          STATION DESCRIPTION
 CR0307
 CR0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0307'IN LINDALE.
 CR0307'AT LINDALE, 99 1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 CR0307'INTERNATIONAL-GREAT NORTHERN RAILROAD STATION, 18.8 FEET WEST OF THE
 CR0307'WEST RAIL OF THE MAIN TRACK, 238 FEET SOUTH OF THE CENTER LINE OF EAST
 CR0307'HUBBARD STREET, 23.8 FEET NORTHEAST OF A TELEPHONE POLE, ABOUT 0.4
 CR0307'MILE SOUTH OF MILEPOST 33, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP
 CR0307'OF A CONCRETE POST PROJECTING 1 INCH.
 CR0307
 CR0307                          STATION RECOVERY (1996)
 CR0307
 CR0307'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0307'MARK NOT FOUND.
 CR0307
 CR0307                          STATION RECOVERY (2004)
 CR0307
 CR0307'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0234 ***********************************************************************
 CS0234  DESIGNATION -  G 960 RESET 1951
 CS0234  PID         -  CS0234
 CS0234  STATE/COUNTY-  TX/KAUFMAN
 CS0234  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0234
 CS0234                         *CURRENT SURVEY CONTROL
 CS0234  ___________________________________________________________________
 CS0234* NAD 83(1986)-  32 38 32.     (N)    096 18 02.     (W)     SCALED    
 CS0234* NAVD 88     -       136.39   (+/-2cm)     447.5    (feet)  VERTCON   
 CS0234  ___________________________________________________________________
 CS0234  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0234
 CS0234  VERT ORDER  -  THIRD (See Below)
 CS0234
 CS0234.The horizontal coordinates were scaled from a topographic map and have
 CS0234.an estimated accuracy of +/- 6 seconds.
 CS0234
 CS0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0234.The vertical order pertains to the NGVD 29 superseded value.
 CS0234
 CS0234.The geoid height was determined by GEOID03.
 CS0234
 CS0234;                    North         East    Units  Estimated Accuracy
 CS0234;SPC TXNC     - 2,110,340.      806,340.      MT  (+/- 180 meters Scaled)
 CS0234
 CS0234                          SUPERSEDED SURVEY CONTROL
 CS0234
 CS0234  NGVD 29 (01/29/03)  136.39   (m)          447.5    (f) RESET       3  
 CS0234
 CS0234.Superseded values are not recommended for survey control.
 CS0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0234.See file dsdata.txt to determine how the superseded data were derived.
 CS0234
 CS0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB532148(NAD 83)
 CS0234_MARKER: DB = BENCH MARK DISK
 CS0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0234_STAMPING: G 960 RESET 1951
 CS0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0234+STABILITY: SURFACE MOTION
 CS0234
 CS0234  HISTORY     - Date     Condition        Report By
 CS0234  HISTORY     - 1951     MONUMENTED       CGS
 CS0234
 CS0234                          STATION DESCRIPTION
 CS0234
 CS0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS0234'4.0 MI N FROM KAUFMAN.
 CS0234'TO REACH FROM THE KAUFMAN COUNTY COURT HOUSE AT KAUFMAN, GO WEST 1
 CS0234'BLOCK, THEN TURN RIGHT AND GO NORTH 02.3 MILES ALONG THE FARM TO
 CS0234'MARKET ROAD TOWARD FORNEY.  THEN TURN RIGHT AND GO EAST ON A GRADED
 CS0234'ROAD 01.7 MILES TO THE MARK ON THE LEFT.  THE BENCH MARK IS 1 FOOT
 CS0234'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 18 FEET WEST OF THE WEST GATE
 CS0234'POST OF THE ENTRANCE GATE TO A SMALL FARM HOUSE YARD AND ABOUT 55 FEET
 CS0234'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE.  IT IS ABOUT 20 FEET SOUTH
 CS0234'OF A 16 INCH OAK TREE.  A STANDARD DISK STAMPED G 960 RESET 1951 AND
 CS0234'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1453 ***********************************************************************
 CS1453  DESIGNATION -  G 961
 CS1453  PID         -  CS1453
 CS1453  STATE/COUNTY-  TX/DALLAS
 CS1453  USGS QUAD   -  HUTCHINS (1973)
 CS1453
 CS1453                         *CURRENT SURVEY CONTROL
 CS1453  ___________________________________________________________________
 CS1453* NAD 83(1986)-  32 41 52.     (N)    096 38 45.     (W)     SCALED    
 CS1453* NAVD 88     -       140.125  (meters)     459.73   (feet)  ADJUSTED  
 CS1453  ___________________________________________________________________
 CS1453  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CS1453  DYNAMIC HT  -         139.966 (meters)     459.21  (feet)  COMP
 CS1453  MODELED GRAV-     979,506.8   (mgal)                       NAVD 88
 CS1453
 CS1453  VERT ORDER  -  SECOND    CLASS 0
 CS1453
 CS1453.The horizontal coordinates were scaled from a topographic map and have
 CS1453.an estimated accuracy of +/- 6 seconds.
 CS1453
 CS1453.The orthometric height was determined by differential leveling
 CS1453.and adjusted by the National Geodetic Survey in June 1991..
 CS1453
 CS1453.The geoid height was determined by GEOID03.
 CS1453
 CS1453.The dynamic height is computed by dividing the NAVD 88
 CS1453.geopotential number by the normal gravity value computed on the
 CS1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1453.degrees latitude (g = 980.6199 gals.).
 CS1453
 CS1453.The modeled gravity was interpolated from observed gravity values.
 CS1453
 CS1453;                    North         East    Units  Estimated Accuracy
 CS1453;SPC TXNC     - 2,115,870.      773,840.      MT  (+/- 180 meters Scaled)
 CS1453
 CS1453                          SUPERSEDED SURVEY CONTROL
 CS1453
 CS1453  NGVD 29 (??/??/92)  140.139  (m)          459.77   (f) ADJ UNCH    2 0
 CS1453
 CS1453.Superseded values are not recommended for survey control.
 CS1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1453.See file dsdata.txt to determine how the superseded data were derived.
 CS1453
 CS1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB206202(NAD 83)
 CS1453_MARKER: DB = BENCH MARK DISK
 CS1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1453_STAMPING: G 961 1946
 CS1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1453+STABILITY: SURFACE MOTION
 CS1453
 CS1453  HISTORY     - Date     Condition        Report By
 CS1453  HISTORY     - 1946     MONUMENTED       CGS
 CS1453  HISTORY     - 1958     GOOD             NGS
 CS1453  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1453
 CS1453                          STATION DESCRIPTION
 CS1453
 CS1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1453'0.7 MI NW FROM RYLIE.
 CS1453'ABOUT 0.7 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 175 FROM THE H.S.
 CS1453'CHERRY JR. SCHOOL IN RYLIE, 67 FEET SOUTHWEST OF AND LEVEL WITH THE
 CS1453'CENTER OF THE HIGHWAY, 3 FEET SOUTHWEST OF A POWER POLE, AT THE EAST
 CS1453'BASE OF A 4 X 4 POST, AND 5 FEET NORTHWEST OF A 6 INCH PIPE POST WHICH
 CS1453'SUPPORTS THE YARD LIGHTS AND SIGNS FOR THE RIFFES SUPER MARKET. THE
 CS1453'MARK IS NEAR THE NORTHWEST CORNER OF THE STORES PARKING AREA. IT IS
 CS1453'ABOUT 100 FEET SOUTHEAST OF THELMA STREET TO THE SOUTH FROM THE
 CS1453'HIGHWAY.  A STANDARD DISK STAMPED G 961 1946 IN A CONCRETE POST AND
 CS1453'PROJECTING ABOUT 3 INCHES.
 CS1453
 CS1453                          STATION RECOVERY (2000)
 CS1453
 CS1453'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0309 ***********************************************************************
 AY0309  DESIGNATION -  G 962 C OF SA
 AY0309  PID         -  AY0309
 AY0309  STATE/COUNTY-  TX/BEXAR
 AY0309  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0309
 AY0309                         *CURRENT SURVEY CONTROL
 AY0309  ___________________________________________________________________
 AY0309* NAD 83(1986)-  29 24 09.     (N)    098 28 11.     (W)     SCALED    
 AY0309* NAVD 88     -       197.065  (meters)     646.54   (feet)  ADJUSTED  
 AY0309  ___________________________________________________________________
 AY0309  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AY0309  DYNAMIC HT  -         196.778 (meters)     645.60  (feet)  COMP
 AY0309  MODELED GRAV-     979,183.4   (mgal)                       NAVD 88
 AY0309
 AY0309  VERT ORDER  -  FIRST     CLASS II
 AY0309
 AY0309.The horizontal coordinates were scaled from a topographic map and have
 AY0309.an estimated accuracy of +/- 6 seconds.
 AY0309
 AY0309.The orthometric height was determined by differential leveling
 AY0309.and adjusted by the National Geodetic Survey in June 1991..
 AY0309
 AY0309.The geoid height was determined by GEOID03.
 AY0309
 AY0309.The dynamic height is computed by dividing the NAVD 88
 AY0309.geopotential number by the normal gravity value computed on the
 AY0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0309.degrees latitude (g = 980.6199 gals.).
 AY0309
 AY0309.The modeled gravity was interpolated from observed gravity values.
 AY0309
 AY0309;                    North         East    Units  Estimated Accuracy
 AY0309;SPC TXSC     - 4,174,020.      651,460.      MT  (+/- 180 meters Scaled)
 AY0309
 AY0309                          SUPERSEDED SURVEY CONTROL
 AY0309
 AY0309  NGVD 29 (??/??/92)  196.944  (m)          646.14   (f) ADJ UNCH    1 2
 AY0309
 AY0309.Superseded values are not recommended for survey control.
 AY0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0309.See file dsdata.txt to determine how the superseded data were derived.
 AY0309
 AY0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT514526(NAD 83)
 AY0309_MARKER: DD = SURVEY DISK
 AY0309_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0309_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0309_STAMPING: G 962 1946
 AY0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0309
 AY0309  HISTORY     - Date     Condition        Report By
 AY0309  HISTORY     - 1946     MONUMENTED
 AY0309  HISTORY     - 1946     GOOD             NGS
 AY0309  HISTORY     - 1980     GOOD             NGS
 AY0309  HISTORY     - 1988     GOOD             USPSQD
 AY0309  HISTORY     - 19950331 GOOD             USPSQD
 AY0309
 AY0309                          STATION DESCRIPTION
 AY0309
 AY0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0309'IN SAN ANTONIO.
 AY0309'AT SAN ANTONIO, IN THE SOUTHWEST CORNER OF THE JUNCTION OF WESTFALL
 AY0309'AVENUE AND PINE STREET, 30.2 FEET WEST OF THE CENTER LINE OF PINE
 AY0309'STREET MEASURED FROM A POINT 63.0 FEET NORTH OF THE NORTH END OF THE
 AY0309'CENTER PIER FOR THE PINE STREET UNDERPASS UNDER THE MISSOURI, KANSAS
 AY0309'AND TEXAS RAILWAY, 51.0 FEET SOUTH OF THE CENTER LINE OF WESTFALL
 AY0309'AVENUE (1946 TRAVELED ROUTE OF THE STREET), SET IN THE TOP OF A 1-FOOT
 AY0309'CIRCULAR CONCRETE POST SURROUNDED BY A 2-FOOT CONCRETE PIPE WITH AN
 AY0309'IRON COVER WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0309
 AY0309                          STATION RECOVERY (1980)
 AY0309
 AY0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0309'RECOVERED IN GOOD CONDITION.
 AY0309
 AY0309                          STATION RECOVERY (1988)
 AY0309
 AY0309'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0309'RECOVERED IN GOOD CONDITION.
 AY0309
 AY0309                          STATION RECOVERY (1995)
 AY0309
 AY0309'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0265 ***********************************************************************
 AY0265  DESIGNATION -  G 963
 AY0265  PID         -  AY0265
 AY0265  STATE/COUNTY-  TX/BEXAR
 AY0265  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0265
 AY0265                         *CURRENT SURVEY CONTROL
 AY0265  ___________________________________________________________________
 AY0265* NAD 83(1986)-  29 26 50.     (N)    098 29 34.     (W)     SCALED    
 AY0265* NAVD 88     -       213.171  (meters)     699.38   (feet)  ADJUSTED  
 AY0265  ___________________________________________________________________
 AY0265  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AY0265  DYNAMIC HT  -         212.861 (meters)     698.36  (feet)  COMP
 AY0265  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 AY0265
 AY0265  VERT ORDER  -  FIRST     CLASS II
 AY0265
 AY0265.The horizontal coordinates were scaled from a topographic map and have
 AY0265.an estimated accuracy of +/- 6 seconds.
 AY0265
 AY0265.The orthometric height was determined by differential leveling
 AY0265.and adjusted by the National Geodetic Survey in June 1991..
 AY0265
 AY0265.The geoid height was determined by GEOID03.
 AY0265
 AY0265.The dynamic height is computed by dividing the NAVD 88
 AY0265.geopotential number by the normal gravity value computed on the
 AY0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0265.degrees latitude (g = 980.6199 gals.).
 AY0265
 AY0265.The modeled gravity was interpolated from observed gravity values.
 AY0265
 AY0265;                    North         East    Units  Estimated Accuracy
 AY0265;SPC TXSC     - 4,178,970.      649,200.      MT  (+/- 180 meters Scaled)
 AY0265
 AY0265                          SUPERSEDED SURVEY CONTROL
 AY0265
 AY0265  NGVD 29 (??/??/92)  213.049  (m)          698.98   (f) ADJ UNCH    1 2
 AY0265
 AY0265.Superseded values are not recommended for survey control.
 AY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0265.See file dsdata.txt to determine how the superseded data were derived.
 AY0265
 AY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT491576(NAD 83)
 AY0265_MARKER: DD = SURVEY DISK
 AY0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0265_STAMPING: G 963 1946
 AY0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0265
 AY0265  HISTORY     - Date     Condition        Report By
 AY0265  HISTORY     - 1946     MONUMENTED
 AY0265  HISTORY     - 1946     GOOD             NGS
 AY0265  HISTORY     - 1989     GOOD             USPSQD
 AY0265  HISTORY     - 19990213 GOOD             USPSQD
 AY0265
 AY0265                          STATION DESCRIPTION
 AY0265
 AY0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0265'IN SAN ANTONIO.
 AY0265'AT SAN ANTONIO, AT THE NORTHEAST CORNER OF THE INTERSECTION OF OGDEN
 AY0265'STREET AND DEWEY PLACE, ON THE LINE OF THE SIDEWALK ALONG THE NORTH
 AY0265'SIDE OF DEWEY PLACE, 25.2 FEET EAST OF THE EAST CURB LINE OF OGDEN
 AY0265'STREET, 8.5 FEET NORTH OF THE NORTH CURB OF DEWEY PLACE, SET IN THE
 AY0265'TOP OF A CONCRETE POST SURROUNDED BY A 2-FOOT CONCRETE PIPE WHICH HAS
 AY0265'AN IRON COVER FLUSH WITH THE TOP OF THE SIDEWALK.
 AY0265
 AY0265                          STATION RECOVERY (1989)
 AY0265
 AY0265'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0265'RECOVERED IN GOOD CONDITION.
 AY0265
 AY0265                          STATION RECOVERY (1999)
 AY0265
 AY0265'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1607 ***********************************************************************
 BY1607  DESIGNATION -  G 964
 BY1607  PID         -  BY1607
 BY1607  STATE/COUNTY-  TX/HOUSTON
 BY1607  USGS QUAD   -  FODICE (1963)
 BY1607
 BY1607                         *CURRENT SURVEY CONTROL
 BY1607  ___________________________________________________________________
 BY1607* NAD 83(1986)-  31 08 33.     (N)    095 19 50.     (W)     SCALED    
 BY1607* NAVD 88     -       105.42   (+/-2cm)     345.9    (feet)  VERTCON   
 BY1607  ___________________________________________________________________
 BY1607  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY1607
 BY1607  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1607
 BY1607.The horizontal coordinates were scaled from a topographic map and have
 BY1607.an estimated accuracy of +/- 6 seconds.
 BY1607
 BY1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1607.The vertical order pertains to the NGVD 29 superseded value.
 BY1607
 BY1607.The geoid height was determined by GEOID03.
 BY1607
 BY1607;                    North         East    Units  Estimated Accuracy
 BY1607;SPC TX C     - 3,174,330.    1,176,860.      MT  (+/- 180 meters Scaled)
 BY1607
 BY1607                          SUPERSEDED SURVEY CONTROL
 BY1607
 BY1607  NGVD 29 (??/??/92)  105.432  (m)          345.90   (f) ADJ UNCH    2 0
 BY1607
 BY1607.Superseded values are not recommended for survey control.
 BY1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1607.See file dsdata.txt to determine how the superseded data were derived.
 BY1607
 BY1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ778477(NAD 83)
 BY1607_MARKER: DB = BENCH MARK DISK
 BY1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1607_STAMPING: G 964 1948
 BY1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1607+STABILITY: SURFACE MOTION
 BY1607
 BY1607  HISTORY     - Date     Condition        Report By
 BY1607  HISTORY     - 1948     MONUMENTED       CGS
 BY1607
 BY1607                          STATION DESCRIPTION
 BY1607
 BY1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1607'1.0 MI N FROM HOLLY.
 BY1607'1.0 MILE NORTH ALONG THE HOLLY-FODICE ROAD FROM THE ELEMENTARY SCHOOL
 BY1607'AT HOLLY, ON TOP OF A HILL, 103.2 FEET NORTHEAST OF A FENCE CORNER,
 BY1607'51.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 8.7 FEET NORTH OF THE
 BY1607'NORTH EDGE OF A STUMP OF A 36-INCH OAK TREE, 1.2 FEET SOUTH OF A
 BY1607'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 BY1607'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0741 ***********************************************************************
 CR0741  DESIGNATION -  G 965
 CR0741  PID         -  CR0741
 CR0741  STATE/COUNTY-  TX/VAN ZANDT
 CR0741  USGS QUAD   -  BEN WHEELER (1984)
 CR0741
 CR0741                         *CURRENT SURVEY CONTROL
 CR0741  ___________________________________________________________________
 CR0741* NAD 83(1986)-  32 27 13.     (N)    095 42 48.     (W)     SCALED    
 CR0741* NAVD 88     -       163.912  (meters)     537.77   (feet)  ADJUSTED  
 CR0741  ___________________________________________________________________
 CR0741  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CR0741  DYNAMIC HT  -         163.721 (meters)     537.14  (feet)  COMP
 CR0741  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 CR0741
 CR0741  VERT ORDER  -  SECOND    CLASS 0
 CR0741
 CR0741.The horizontal coordinates were scaled from a topographic map and have
 CR0741.an estimated accuracy of +/- 6 seconds.
 CR0741
 CR0741.The orthometric height was determined by differential leveling
 CR0741.and adjusted by the National Geodetic Survey in June 1991..
 CR0741
 CR0741.The geoid height was determined by GEOID03.
 CR0741
 CR0741.The dynamic height is computed by dividing the NAVD 88
 CR0741.geopotential number by the normal gravity value computed on the
 CR0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0741.degrees latitude (g = 980.6199 gals.).
 CR0741
 CR0741.The modeled gravity was interpolated from observed gravity values.
 CR0741
 CR0741;                    North         East    Units  Estimated Accuracy
 CR0741;SPC TXNC     - 2,090,740.      861,970.      MT  (+/- 180 meters Scaled)
 CR0741
 CR0741                          SUPERSEDED SURVEY CONTROL
 CR0741
 CR0741  NGVD 29 (??/??/92)  163.925  (m)          537.81   (f) ADJ UNCH    2 0
 CR0741
 CR0741.Superseded values are not recommended for survey control.
 CR0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0741.See file dsdata.txt to determine how the superseded data were derived.
 CR0741
 CR0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR449939(NAD 83)
 CR0741_MARKER: DB = BENCH MARK DISK
 CR0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0741_SP_SET: BRIDGE
 CR0741_STAMPING: G 965 1948
 CR0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0741
 CR0741  HISTORY     - Date     Condition        Report By
 CR0741  HISTORY     - 1948     MONUMENTED       CGS
 CR0741  HISTORY     - 1958     GOOD             NGS
 CR0741  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0741
 CR0741                          STATION DESCRIPTION
 CR0741
 CR0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0741'0.8 MI NW FROM BEN WHEELER.
 CR0741'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE AT BEN
 CR0741'WHEELER, 12.8 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.5
 CR0741'FOOT WEST OF THE EAST CORNER OF AND SET IN THE TOP OF THE SOUTHEAST
 CR0741'END OF THE NORTHEAST CURB OF A 35-FOOT TRIPLE CHANNEL CONCRETE BRIDGE
 CR0741'OVER PRAIRIE CREEK.
 CR0741
 CR0741                          STATION RECOVERY (1958)
 CR0741
 CR0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CR0741'RECOVERED IN GOOD CONDITION.
 CR0741
 CR0741                          STATION RECOVERY (1995)
 CR0741
 CR0741'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1637 ***********************************************************************
 BY1637  DESIGNATION -  G 966
 BY1637  PID         -  BY1637
 BY1637  STATE/COUNTY-  TX/TRINITY
 BY1637  USGS QUAD   -  GLENDALE (1972)
 BY1637
 BY1637                         *CURRENT SURVEY CONTROL
 BY1637  ___________________________________________________________________
 BY1637* NAD 83(1986)-  31 01 09.     (N)    095 18 48.     (W)     SCALED    
 BY1637* NAVD 88     -        84.53   (+/-2cm)     277.3    (feet)  VERTCON   
 BY1637  ___________________________________________________________________
 BY1637  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BY1637
 BY1637  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1637
 BY1637.The horizontal coordinates were scaled from a topographic map and have
 BY1637.an estimated accuracy of +/- 6 seconds.
 BY1637
 BY1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1637.The vertical order pertains to the NGVD 29 superseded value.
 BY1637
 BY1637.The geoid height was determined by GEOID03.
 BY1637
 BY1637;                    North         East    Units  Estimated Accuracy
 BY1637;SPC TX C     - 3,160,740.    1,179,120.      MT  (+/- 180 meters Scaled)
 BY1637
 BY1637                          SUPERSEDED SURVEY CONTROL
 BY1637
 BY1637  NGVD 29 (??/??/92)   84.530  (m)          277.33   (f) ADJ UNCH    2 0
 BY1637
 BY1637.Superseded values are not recommended for survey control.
 BY1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1637.See file dsdata.txt to determine how the superseded data were derived.
 BY1637
 BY1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ791340(NAD 83)
 BY1637_MARKER: DB = BENCH MARK DISK
 BY1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1637_STAMPING: G 966 1948
 BY1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1637+STABILITY: SURFACE MOTION
 BY1637
 BY1637  HISTORY     - Date     Condition        Report By
 BY1637  HISTORY     - 1948     MONUMENTED       CGS
 BY1637  HISTORY     - 1962     MARK NOT FOUND   USGS
 BY1637
 BY1637                          STATION DESCRIPTION
 BY1637
 BY1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1637'0.9 MI NW FROM GLENDALE.
 BY1637'0.9 MILE NORTHWEST ALONG THE GLENDALE-THOMPSON SCHOOL ROAD FROM THE
 BY1637'POST OFFICE AT GLENDALE, 189.2 FEET NORTH NORTHWEST OF THE NORTHEAST
 BY1637'CORNER OF A FARMHOUSE OWNED AND OCCUPIED BY B. F. CAMPBELL, 64.0 FEET
 BY1637'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 57.8 FEET SOUTHEAST OF A
 BY1637'16-INCH OAK TREE, 49.8 FEET NORTH OF A FENCE, 1.8 FEET SOUTHEAST OF A
 BY1637'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 BY1637'THE SURFACE OF THE GROUND.
 BY1637
 BY1637                          STATION RECOVERY (1962)
 BY1637
 BY1637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BY1637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1571 ***********************************************************************
 BY1571  DESIGNATION -  G 968
 BY1571  PID         -  BY1571
 BY1571  STATE/COUNTY-  TX/HOUSTON
 BY1571  USGS QUAD   -  FODICE (1963)
 BY1571
 BY1571                         *CURRENT SURVEY CONTROL
 BY1571  ___________________________________________________________________
 BY1571* NAD 83(1986)-  31 14 25.     (N)    095 20 04.     (W)     SCALED    
 BY1571* NAVD 88     -        96.08   (+/-2cm)     315.2    (feet)  VERTCON   
 BY1571  ___________________________________________________________________
 BY1571  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1571
 BY1571  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1571
 BY1571.The horizontal coordinates were scaled from a topographic map and have
 BY1571.an estimated accuracy of +/- 6 seconds.
 BY1571
 BY1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1571.The vertical order pertains to the NGVD 29 superseded value.
 BY1571
 BY1571.The geoid height was determined by GEOID03.
 BY1571
 BY1571;                    North         East    Units  Estimated Accuracy
 BY1571;SPC TX C     - 3,185,140.    1,176,000.      MT  (+/- 180 meters Scaled)
 BY1571
 BY1571                          SUPERSEDED SURVEY CONTROL
 BY1571
 BY1571  NGVD 29 (??/??/92)   96.088  (m)          315.25   (f) ADJ UNCH    2 0
 BY1571
 BY1571.Superseded values are not recommended for survey control.
 BY1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1571.See file dsdata.txt to determine how the superseded data were derived.
 BY1571
 BY1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ776585(NAD 83)
 BY1571_MARKER: DB = BENCH MARK DISK
 BY1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1571_STAMPING: G 968 1948
 BY1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1571+STABILITY: SURFACE MOTION
 BY1571
 BY1571  HISTORY     - Date     Condition        Report By
 BY1571  HISTORY     - 1948     MONUMENTED       CGS
 BY1571
 BY1571                          STATION DESCRIPTION
 BY1571
 BY1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1571'7.0 MI NW FROM PENNINGTON.
 BY1571'7.0 MILES NORTHWEST ALONG U. S. HIGHWAY NO. 287 FROM THE PENNINGTON
 BY1571'BAPTIST CHURCH AT PENNINGTON, 0.8 MILE NORTHWEST OF THE SHADY GROVE
 BY1571'CHURCH, 95.5 FEET SOUTH OF THE SOUTH CORNER OF THE WHITE PAINTED HOME
 BY1571'OF LEROY SMITH, 51.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BY1571'9.0 FEET NORTH OF A LONE 12-INCH PINE TREE, 2.3 FEET NORTH OF A WIRE
 BY1571'FENCE CORNER POST, 2.5 FEET NORTHEAST OF A REFERENCE POST, SET IN THE
 BY1571'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0385 ***********************************************************************
 CS0385  DESIGNATION -  G 969
 CS0385  PID         -  CS0385
 CS0385  STATE/COUNTY-  TX/ELLIS
 CS0385  USGS QUAD   -  ROSSER SW (1962)
 CS0385
 CS0385                         *CURRENT SURVEY CONTROL
 CS0385  ___________________________________________________________________
 CS0385* NAD 83(1986)-  32 18 40.     (N)    096 28 01.     (W)     SCALED    
 CS0385* NAVD 88     -       125.717  (meters)     412.46   (feet)  ADJUSTED  
 CS0385  ___________________________________________________________________
 CS0385  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CS0385  DYNAMIC HT  -         125.573 (meters)     411.98  (feet)  COMP
 CS0385  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CS0385
 CS0385  VERT ORDER  -  SECOND    CLASS 0
 CS0385
 CS0385.The horizontal coordinates were scaled from a topographic map and have
 CS0385.an estimated accuracy of +/- 6 seconds.
 CS0385
 CS0385.The orthometric height was determined by differential leveling
 CS0385.and adjusted by the National Geodetic Survey in June 1991..
 CS0385
 CS0385.The geoid height was determined by GEOID03.
 CS0385
 CS0385.The dynamic height is computed by dividing the NAVD 88
 CS0385.geopotential number by the normal gravity value computed on the
 CS0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0385.degrees latitude (g = 980.6199 gals.).
 CS0385
 CS0385.The modeled gravity was interpolated from observed gravity values.
 CS0385
 CS0385;                    North         East    Units  Estimated Accuracy
 CS0385;SPC TXNC     - 2,073,320.      791,440.      MT  (+/- 180 meters Scaled)
 CS0385
 CS0385                          SUPERSEDED SURVEY CONTROL
 CS0385
 CS0385  NGVD 29 (??/??/92)  125.719  (m)          412.46   (f) ADJ UNCH    2 0
 CS0385
 CS0385.Superseded values are not recommended for survey control.
 CS0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0385.See file dsdata.txt to determine how the superseded data were derived.
 CS0385
 CS0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA384777(NAD 83)
 CS0385_MARKER: DB = BENCH MARK DISK
 CS0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0385_STAMPING: G 969 1946
 CS0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0385+STABILITY: SURFACE MOTION
 CS0385
 CS0385  HISTORY     - Date     Condition        Report By
 CS0385  HISTORY     - 1946     MONUMENTED       CGS
 CS0385  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0385  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0385
 CS0385                          STATION DESCRIPTION
 CS0385
 CS0385'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CS0385'5.8 MI NE FROM ALMA.
 CS0385'2 BLOCKS EAST ALONG A GRAVELED STREET FROM THE TEXAS AND NEW ORLEANS
 CS0385'RAILROAD STATION AT ALMA, THENCE 2 BLOCKS SOUTH ALONG A GRAVELED
 CS0385'STREET, THENCE 5.5 MILES NORTHEASTERLY ALONG A GRAVELED ROAD, AT A
 CS0385'CURVE IN THE ROAD, 42 YARDS WEST OF THE HOPEWELL SCHOOL, 25 FEET
 CS0385'SOUTHWEST OF AND 1.0 FOOT LOWER THAN THE CENTERLINE OF THE ROAD, 22.5
 CS0385'FEET SOUTHEAST OF A FENCE CORNER, 18 FEET WEST OF THE SOUTHWEST END OF
 CS0385'A 14-INCH CORRUGATED IRON CULVERT, 1.0 FOOT NORTHEAST OF A FENCE AND
 CS0385'1.0 FOOT NORTHWEST OF A 4 X 4-INCH WITNESS POST.  A STANDARD DISK,
 CS0385'STAMPED G 969 1946 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 CS0385'PROBABLY DESTROYED BY ROAD CONSTRUCTION CREW.
 CS0385
 CS0385                          STATION RECOVERY (2002)
 CS0385
 CS0385'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0388 ***********************************************************************
 CS0388  DESIGNATION -  G 970
 CS0388  PID         -  CS0388
 CS0388  STATE/COUNTY-  TX/ELLIS
 CS0388  USGS QUAD   -  ROSSER SW (1962)
 CS0388
 CS0388                         *CURRENT SURVEY CONTROL
 CS0388  ___________________________________________________________________
 CS0388* NAD 83(1986)-  32 20 49.     (N)    096 28 08.     (W)     SCALED    
 CS0388* NAVD 88     -       103.179  (meters)     338.51   (feet)  ADJUSTED  
 CS0388  ___________________________________________________________________
 CS0388  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CS0388  DYNAMIC HT  -         103.061 (meters)     338.13  (feet)  COMP
 CS0388  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 CS0388
 CS0388  VERT ORDER  -  SECOND    CLASS 0
 CS0388
 CS0388.The horizontal coordinates were scaled from a topographic map and have
 CS0388.an estimated accuracy of +/- 6 seconds.
 CS0388
 CS0388.The orthometric height was determined by differential leveling
 CS0388.and adjusted by the National Geodetic Survey in June 1991..
 CS0388
 CS0388.The geoid height was determined by GEOID03.
 CS0388
 CS0388.The dynamic height is computed by dividing the NAVD 88
 CS0388.geopotential number by the normal gravity value computed on the
 CS0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0388.degrees latitude (g = 980.6199 gals.).
 CS0388
 CS0388.The modeled gravity was interpolated from observed gravity values.
 CS0388
 CS0388;                    North         East    Units  Estimated Accuracy
 CS0388;SPC TXNC     - 2,077,290.      791,180.      MT  (+/- 180 meters Scaled)
 CS0388
 CS0388                          SUPERSEDED SURVEY CONTROL
 CS0388
 CS0388  NGVD 29 (??/??/92)  103.17   (m)          338.5    (f) COMPUTED    2 0
 CS0388
 CS0388.Superseded values are not recommended for survey control.
 CS0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0388.See file dsdata.txt to determine how the superseded data were derived.
 CS0388
 CS0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA382817(NAD 83)
 CS0388_MARKER: DB = BENCH MARK DISK
 CS0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0388_STAMPING: G 970 1946
 CS0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0388+STABILITY: SURFACE MOTION
 CS0388
 CS0388  HISTORY     - Date     Condition        Report By
 CS0388  HISTORY     - 1946     MONUMENTED       CGS
 CS0388  HISTORY     - 1954     MARK NOT FOUND   NGS
 CS0388  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0388
 CS0388                          STATION DESCRIPTION
 CS0388
 CS0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0388'8.8 MI NE FROM ALMA.
 CS0388'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT ALMA GO
 CS0388'EAST 2 BLOCKS ALONG A GRAVELED STREET, THENCE SOUTH 2 BLOCKS ALONG A
 CS0388'GRAVELED STREET, THENCE NORTHEASTERLY 5.5 MILES ALONG A GRAVELED ROAD,
 CS0388'THENCE NORTH 2.4 MILES ALONG A GRADED DIRT ROAD, THENCE NORTHWESTERLY
 CS0388'0.6 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A
 CS0388'T INTERSECTION, 30.0 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 CS0388'LINE OF NORTHWEST-SOUTHEAST ROAD, 27.0 FEET SOUTHEAST OF THE CENTER
 CS0388'LINE OF THE T ROAD, 23.0 FEET EAST OF THE EAST CORNER OF A WOODEN
 CS0388'CULVERT AND 1.0 FOOT NORTHWEST OF A 4 X 4 IN. MARKER POST. A BRONZE
 CS0388'DISK STAMPED G 970 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 CS0388'PROJECTS 3 INCHES ABOVE GROUND.
 CS0388
 CS0388                          STATION RECOVERY (1954)
 CS0388
 CS0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CS0388'MARK NOT FOUND.
 CS0388
 CS0388                          STATION RECOVERY (2002)
 CS0388
 CS0388'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1361 ***********************************************************************
 CS1361  DESIGNATION -  G 971
 CS1361  PID         -  CS1361
 CS1361  STATE/COUNTY-  TX/DALLAS
 CS1361  USGS QUAD   -  GARLAND (1973)
 CS1361
 CS1361                         *CURRENT SURVEY CONTROL
 CS1361  ___________________________________________________________________
 CS1361* NAD 83(1986)-  32 52 43.     (N)    096 39 34.     (W)     SCALED    
 CS1361* NAVD 88     -       173.184  (meters)     568.19   (feet)  ADJUSTED  
 CS1361  ___________________________________________________________________
 CS1361  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CS1361  DYNAMIC HT  -         172.992 (meters)     567.56  (feet)  COMP
 CS1361  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 CS1361
 CS1361  VERT ORDER  -  SECOND    CLASS 0
 CS1361
 CS1361.The horizontal coordinates were scaled from a topographic map and have
 CS1361.an estimated accuracy of +/- 6 seconds.
 CS1361
 CS1361.The orthometric height was determined by differential leveling
 CS1361.and adjusted by the National Geodetic Survey in June 1991..
 CS1361
 CS1361.The geoid height was determined by GEOID03.
 CS1361
 CS1361.The dynamic height is computed by dividing the NAVD 88
 CS1361.geopotential number by the normal gravity value computed on the
 CS1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1361.degrees latitude (g = 980.6199 gals.).
 CS1361
 CS1361.The modeled gravity was interpolated from observed gravity values.
 CS1361
 CS1361;                    North         East    Units  Estimated Accuracy
 CS1361;SPC TXNC     - 2,135,900.      772,210.      MT  (+/- 180 meters Scaled)
 CS1361
 CS1361                          SUPERSEDED SURVEY CONTROL
 CS1361
 CS1361  NGVD 29 (??/??/92)  173.195  (m)          568.22   (f) ADJ UNCH    2 0
 CS1361
 CS1361.Superseded values are not recommended for survey control.
 CS1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1361.See file dsdata.txt to determine how the superseded data were derived.
 CS1361
 CS1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB189402(NAD 83)
 CS1361_MARKER: DB = BENCH MARK DISK
 CS1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1361_SP_SET: CULVERT
 CS1361_STAMPING: G 971 1946
 CS1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1361
 CS1361  HISTORY     - Date     Condition        Report By
 CS1361  HISTORY     - 1946     MONUMENTED       CGS
 CS1361  HISTORY     - 1952     GOOD             NGS
 CS1361  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1361  HISTORY     - 19910629 MARK NOT FOUND   USPSQD
 CS1361
 CS1361                          STATION DESCRIPTION
 CS1361
 CS1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1361'3.8 MI SW FROM GARLAND.
 CS1361'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE GULF, COLORADO AND
 CS1361'SANTA FE RAILROAD STATION AT GARLAND, AT AN INTERSECTION WITH KINGSLEY
 CS1361'ROAD, AT THE CROSSING OF THE GULF, COLORADO AND SANTA FE RAILROAD AND
 CS1361'KINGSLEY ROAD, 62 FEET EAST OF THE CENTER OF THE RAILROAD CROSSING,
 CS1361'149 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET SOUTH OF
 CS1361'THE CENTER LINE OF KINGSLEY ROAD, SET IN THE TOP OF THE WEST END OF
 CS1361'THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 CS1361
 CS1361                          STATION RECOVERY (1958)
 CS1361
 CS1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1361'MARK NOT FOUND.
 CS1361
 CS1361                          STATION RECOVERY (1991)
 CS1361
 CS1361'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1710 ***********************************************************************
 BY1710  DESIGNATION -  G 972
 BY1710  PID         -  BY1710
 BY1710  STATE/COUNTY-  TX/LEON
 BY1710  USGS QUAD   -  LEONA (1964)
 BY1710
 BY1710                         *CURRENT SURVEY CONTROL
 BY1710  ___________________________________________________________________
 BY1710* NAD 83(1986)-  31 08 44.     (N)    095 57 42.     (W)     SCALED    
 BY1710* NAVD 88     -        99.36   (+/-2cm)     326.0    (feet)  VERTCON   
 BY1710  ___________________________________________________________________
 BY1710  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BY1710
 BY1710  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1710
 BY1710.The horizontal coordinates were scaled from a topographic map and have
 BY1710.an estimated accuracy of +/- 6 seconds.
 BY1710
 BY1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1710.The vertical order pertains to the NGVD 29 superseded value.
 BY1710
 BY1710.The geoid height was determined by GEOID03.
 BY1710
 BY1710;                    North         East    Units  Estimated Accuracy
 BY1710;SPC TX C     - 3,172,130.    1,116,720.      MT  (+/- 180 meters Scaled)
 BY1710
 BY1710                          SUPERSEDED SURVEY CONTROL
 BY1710
 BY1710  NGVD 29 (??/??/92)   99.338  (m)          325.91   (f) ADJ UNCH    2 0
 BY1710
 BY1710.Superseded values are not recommended for survey control.
 BY1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1710.See file dsdata.txt to determine how the superseded data were derived.
 BY1710
 BY1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ176495(NAD 83)
 BY1710_MARKER: DB = BENCH MARK DISK
 BY1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1710_STAMPING: G 972 1947
 BY1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1710+STABILITY: SURFACE MOTION
 BY1710
 BY1710  HISTORY     - Date     Condition        Report By
 BY1710  HISTORY     - 1947     MONUMENTED       CGS
 BY1710  HISTORY     - 1957     GOOD             NGS
 BY1710
 BY1710                          STATION DESCRIPTION
 BY1710
 BY1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1710'1.0 MI S FROM LEONA.
 BY1710'ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE AT
 BY1710'LEONA, AT THE NORTHEAST CORNER OF AN ORCHARD, 47.4 FEET WEST OF AND
 BY1710'ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY, 39.0 FEET
 BY1710'SOUTHEAST OF THE SOUTHEAST CORNER OF A PACKING SHED, 19.0 FEET SOUTH
 BY1710'OF A FENCE CORNER, 2.0 FEET EAST OF A FENCE AND 1.5 FEET NORTH OF A 4
 BY1710'X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1710'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND. NOTE--
 BY1710'ORCHARD HAS BEEN CLEARED, WITNESS POST DESTROYED, AND FENCE CORNER
 BY1710'CHANGED.
 BY1710
 BY1710                          STATION RECOVERY (1957)
 BY1710
 BY1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BY1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1715 ***********************************************************************
 BY1715  DESIGNATION -  G 973
 BY1715  PID         -  BY1715
 BY1715  STATE/COUNTY-  TX/MADISON
 BY1715  USGS QUAD   -  LEONA SW (1964)
 BY1715
 BY1715                         *CURRENT SURVEY CONTROL
 BY1715  ___________________________________________________________________
 BY1715* NAD 83(1986)-  31 05 02.     (N)    095 55 29.     (W)     SCALED    
 BY1715* NAVD 88     -       104.90   (+/-2cm)     344.2    (feet)  VERTCON   
 BY1715  ___________________________________________________________________
 BY1715  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY1715
 BY1715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1715
 BY1715.The horizontal coordinates were scaled from a topographic map and have
 BY1715.an estimated accuracy of +/- 6 seconds.
 BY1715
 BY1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1715.The vertical order pertains to the NGVD 29 superseded value.
 BY1715
 BY1715.The geoid height was determined by GEOID03.
 BY1715
 BY1715;                    North         East    Units  Estimated Accuracy
 BY1715;SPC TX C     - 3,165,440.    1,120,510.      MT  (+/- 180 meters Scaled)
 BY1715
 BY1715                          SUPERSEDED SURVEY CONTROL
 BY1715
 BY1715  NGVD 29 (??/??/92)  104.881  (m)          344.10   (f) ADJ UNCH    2 0
 BY1715
 BY1715.Superseded values are not recommended for survey control.
 BY1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1715.See file dsdata.txt to determine how the superseded data were derived.
 BY1715
 BY1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ209425(NAD 83)
 BY1715_MARKER: DB = BENCH MARK DISK
 BY1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1715_STAMPING: G 973 1947
 BY1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1715+STABILITY: SURFACE MOTION
 BY1715
 BY1715  HISTORY     - Date     Condition        Report By
 BY1715  HISTORY     - 1947     MONUMENTED       CGS
 BY1715  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1715
 BY1715                          STATION DESCRIPTION
 BY1715
 BY1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1715'7.6 MI NW FROM ELWOOD.
 BY1715'ABOUT 7.6 MILES NORTHWEST ALONG STATE OSR HIGHWAY FROM THE ELWOOD
 BY1715'SCHOOL AT ELWOOD, ABOUT 6.0 MILES SOUTH OF LEONA, AT THE INTERSECTION
 BY1715'OF U.S. HIGHWAY 75 AND STATE OSR HIGHWAY, 115.0 FEET NORTH OF AND
 BY1715'ABOUT LEVEL WITH THE CENTER LINE OF THE OSR HIGHWAY, 47.4 FEET EAST OF
 BY1715'THE CENTER LINE OF U.S. HIGHWAY NO. 75, 24.2 FEET SOUTH OF A SIXTEEN
 BY1715'INCH OAK TREE, 1.5 FEET WEST OF A FENCE AND 1.5 FEET NORTH OF A 4 X 4
 BY1715'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1715'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY1715
 BY1715                          STATION RECOVERY (1996)
 BY1715
 BY1715'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1353 ***********************************************************************
 BL1353  DESIGNATION -  G 974
 BL1353  PID         -  BL1353
 BL1353  STATE/COUNTY-  TX/SAN JACINTO
 BL1353  USGS QUAD   -  CONROE NE (1976)
 BL1353
 BL1353                         *CURRENT SURVEY CONTROL
 BL1353  ___________________________________________________________________
 BL1353* NAD 83(1986)-  30 25 54.     (N)    095 17 36.     (W)     SCALED    
 BL1353* NAVD 88     -        78.81   (+/-2cm)     258.6    (feet)  VERTCON   
 BL1353  ___________________________________________________________________
 BL1353  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1353
 BL1353  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1353
 BL1353.The horizontal coordinates were scaled from a topographic map and have
 BL1353.an estimated accuracy of +/- 6 seconds.
 BL1353
 BL1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1353.The vertical order pertains to the NGVD 29 superseded value.
 BL1353
 BL1353.The geoid height was determined by GEOID03.
 BL1353
 BL1353;                    North         East    Units  Estimated Accuracy
 BL1353;SPC TX C     - 3,095,770.    1,183,970.      MT  (+/- 180 meters Scaled)
 BL1353
 BL1353                          SUPERSEDED SURVEY CONTROL
 BL1353
 BL1353  NGVD 29 (??/??/92)   78.812  (m)          258.57   (f) ADJ UNCH    2 0
 BL1353
 BL1353.Superseded values are not recommended for survey control.
 BL1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1353.See file dsdata.txt to determine how the superseded data were derived.
 BL1353
 BL1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP797688(NAD 83)
 BL1353_MARKER: DB = BENCH MARK DISK
 BL1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1353_STAMPING: G 974 1947
 BL1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1353+STABILITY: SURFACE MOTION
 BL1353
 BL1353  HISTORY     - Date     Condition        Report By
 BL1353  HISTORY     - 1947     MONUMENTED       CGS
 BL1353  HISTORY     - 1959     MARK NOT FOUND   USGS
 BL1353
 BL1353                          STATION DESCRIPTION
 BL1353
 BL1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1353'16.6 MI NW FROM FOSTORIA.
 BL1353'2.2 MILES WEST ALONG STATE HIGHWAY 105 FROM THE POST OFFICE AT
 BL1353'FOSTORIA, THENCE 7.6 MILES NORTH ALONG A DIRT ROAD, THENCE 3.5 MILES
 BL1353'WEST ALONG A DIRT ROAD, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD,
 BL1353'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.4 MILES NORTHWEST
 BL1353'ALONG A DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRADED DIRT ROAD, 1.15
 BL1353'MILES EAST OF CHINA GROVE MISSIONARY BAPTIST CHURCH, 113.5 FEET
 BL1353'NORTHWEST OF AND ACROSS THE ROAD FROM A 20 INCH OAK TREE, 60.0 FEET
 BL1353'WEST OF THE CENTER LINE OF A WOODS ROAD LEADING SOUTHEAST, 36.0 FEET
 BL1353'NORTH OF AND LEVEL WITH THE CENTER LINE OF THE EAST AND WEST ROAD, 6.0
 BL1353'FEET EAST OF A 10 INCH PINE TREE, 2.2 FEET WEST OF A WITNESS POST, SET
 BL1353'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 BL1353'GROUND.  NOTE-- THE ROAD WAS WIDENED.
 BL1353
 BL1353                          STATION RECOVERY (1959)
 BL1353
 BL1353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BL1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1380 ***********************************************************************
 BL1380  DESIGNATION -  G 975
 BL1380  PID         -  BL1380
 BL1380  STATE/COUNTY-  TX/MONTGOMERY
 BL1380  USGS QUAD   -  CUT AND SHOOT (1997)
 BL1380
 BL1380                         *CURRENT SURVEY CONTROL
 BL1380  ___________________________________________________________________
 BL1380* NAD 83(1986)-  30 20 40.     (N)    095 20 27.     (W)     SCALED    
 BL1380* NAVD 88     -        52.80   (+/-2cm)     173.2    (feet)  VERTCON   
 BL1380  ___________________________________________________________________
 BL1380  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL1380
 BL1380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1380
 BL1380.The horizontal coordinates were scaled from a topographic map and have
 BL1380.an estimated accuracy of +/- 6 seconds.
 BL1380
 BL1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1380.The vertical order pertains to the NGVD 29 superseded value.
 BL1380
 BL1380.The geoid height was determined by GEOID03.
 BL1380
 BL1380;                    North         East    Units  Estimated Accuracy
 BL1380;SPC TX C     - 3,085,910.    1,179,850.      MT  (+/- 180 meters Scaled)
 BL1380
 BL1380                          SUPERSEDED SURVEY CONTROL
 BL1380
 BL1380  NGVD 29 (??/??/92)   52.805  (m)          173.24   (f) ADJ UNCH    2 0
 BL1380
 BL1380.Superseded values are not recommended for survey control.
 BL1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1380.See file dsdata.txt to determine how the superseded data were derived.
 BL1380
 BL1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP749592(NAD 83)
 BL1380_MARKER: DB = BENCH MARK DISK
 BL1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1380_STAMPING: G 975 1947
 BL1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1380+STABILITY: SURFACE MOTION
 BL1380
 BL1380  HISTORY     - Date     Condition        Report By
 BL1380  HISTORY     - 1947     MONUMENTED       CGS
 BL1380
 BL1380                          STATION DESCRIPTION
 BL1380
 BL1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1380'8.2 MI NE FROM CONROE.
 BL1380'7.2 MILES EAST ALONG STATE HIGHWAY NO.105 FROM THE COURT HOUSE AT
 BL1380'CONROE, THENCE 0.7 MILE NORTHWEST AND 0.3 MILE NORTHEAST ALONG GRAVEL
 BL1380'ROADS, 0.1 MILE NORTHEAST OF A STEEL BRIDGE OVER CANEY CREEK, 166.0
 BL1380'FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD LEADING SOUTHEAST, 40.0
 BL1380'FEET SOUTHEAST OF THE CENTER OF THE MAIN ROAD, 2.0 FEET SOUTH OF A
 BL1380'REFERENCE POST, SET IN A CONCRETE POST ABOUT 3 FEET ABOVE THE ROAD AND
 BL1380'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0953 ***********************************************************************
 BL0953  DESIGNATION -  G 976
 BL0953  PID         -  BL0953
 BL0953  STATE/COUNTY-  TX/WALKER
 BL0953  USGS QUAD   -  RIVERSIDE (1997)
 BL0953
 BL0953                         *CURRENT SURVEY CONTROL
 BL0953  ___________________________________________________________________
 BL0953* NAD 83(1986)-  30 49 50.     (N)    095 23 01.     (W)     SCALED    
 BL0953* NAVD 88     -        57.90   (+/-2cm)     190.0    (feet)  VERTCON   
 BL0953  ___________________________________________________________________
 BL0953  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL0953
 BL0953  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0953
 BL0953.The horizontal coordinates were scaled from a topographic map and have
 BL0953.an estimated accuracy of +/- 6 seconds.
 BL0953
 BL0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0953.The vertical order pertains to the NGVD 29 superseded value.
 BL0953
 BL0953.The geoid height was determined by GEOID03.
 BL0953
 BL0953;                    North         East    Units  Estimated Accuracy
 BL0953;SPC TX C     - 3,139,560.    1,173,340.      MT  (+/- 180 meters Scaled)
 BL0953
 BL0953                          SUPERSEDED SURVEY CONTROL
 BL0953
 BL0953  NGVD 29 (??/??/92)   57.907  (m)          189.98   (f) ADJ UNCH    1 1
 BL0953
 BL0953.Superseded values are not recommended for survey control.
 BL0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0953.See file dsdata.txt to determine how the superseded data were derived.
 BL0953
 BL0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ720132(NAD 83)
 BL0953_MARKER: DB = BENCH MARK DISK
 BL0953_SETTING: 66 = SET IN ROCK OUTCROP
 BL0953_SP_SET: ROCK OUTCROP
 BL0953_STAMPING: G 976 1947
 BL0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL0953+STABILITY: POSITION/ELEVATION WELL
 BL0953
 BL0953  HISTORY     - Date     Condition        Report By
 BL0953  HISTORY     - 1947     MONUMENTED       CGS
 BL0953  HISTORY     - 1973     GOOD             NGS
 BL0953  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0953  HISTORY     - 1979     MARK NOT FOUND   NGS
 BL0953
 BL0953                          STATION DESCRIPTION
 BL0953
 BL0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0953'1.85 MI SE FROM RIVERSIDE.
 BL0953'ABOUT 1.85 MILES SOUTHEAST ALONG FARM ROAD 980 FROM THE CROSSING OF
 BL0953'THE MISSOURI-PACIFIC RAILROAD, SET IN THE TOP OF THE LONE SOLID ROCK
 BL0953'OUTCROP IN THE CENTER OF AN EXCAVATION PROJECT, ABOUT 325 FEET
 BL0953'SOUTHWEST OF THE CENTER LINE OF FARM ROAD 980, ABOUT 67 YARDS
 BL0953'NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD ON THE SOUTHWEST SIDE OF
 BL0953'THE PROJECT, 10.8 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT 5
 BL0953'FEET BELOW THE LEVEL OF THE ROAD.
 BL0953
 BL0953                          STATION RECOVERY (1978)
 BL0953
 BL0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0953'NOT RECOVERED, BARROW PIT HAS BEEN ENLARGED.
 BL0953
 BL0953                          STATION RECOVERY (1979)
 BL0953
 BL0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BL0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1777 ***********************************************************************
 BL1777  DESIGNATION -  G 977
 BL1777  PID         -  BL1777
 BL1777  STATE/COUNTY-  TX/HOUSTON
 BL1777  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1777
 BL1777                         *CURRENT SURVEY CONTROL
 BL1777  ___________________________________________________________________
 BL1777* NAD 83(1986)-  30 57 19.     (N)    095 35 59.     (W)     SCALED    
 BL1777* NAVD 88     -        50.96   (+/-2cm)     167.2    (feet)  VERTCON   
 BL1777  ___________________________________________________________________
 BL1777  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BL1777
 BL1777  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1777
 BL1777.The horizontal coordinates were scaled from a topographic map and have
 BL1777.an estimated accuracy of +/- 6 seconds.
 BL1777
 BL1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1777.The vertical order pertains to the NGVD 29 superseded value.
 BL1777
 BL1777.The geoid height was determined by GEOID03.
 BL1777
 BL1777;                    North         East    Units  Estimated Accuracy
 BL1777;SPC TX C     - 3,152,470.    1,152,100.      MT  (+/- 180 meters Scaled)
 BL1777
 BL1777                          SUPERSEDED SURVEY CONTROL
 BL1777
 BL1777  NGVD 29 (??/??/92)   50.970  (m)          167.22   (f) ADJ UNCH    2 0
 BL1777
 BL1777.Superseded values are not recommended for survey control.
 BL1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1777.See file dsdata.txt to determine how the superseded data were derived.
 BL1777
 BL1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ516275(NAD 83)
 BL1777_MARKER: DB = BENCH MARK DISK
 BL1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1777_STAMPING: G 977 1947
 BL1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1777+STABILITY: SURFACE MOTION
 BL1777
 BL1777  HISTORY     - Date     Condition        Report By
 BL1777  HISTORY     - 1947     MONUMENTED       CGS
 BL1777
 BL1777                          STATION DESCRIPTION
 BL1777
 BL1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1777'5.3 MI S FROM WELDON.
 BL1777'5.3 MILES SOUTH ALONG A DIRT ROAD FROM THE WELDON HIGH SCHOOL AT
 BL1777'WELDON, 0.5 MILE NORTHEAST OF THE JUNCTION OF A ONE TRACK DIRT ROAD
 BL1777'WHICH LEADS EAST TOWARD TRINITY, 19.0 FEET NORTHWEST OF THE CENTER OF
 BL1777'THE MAIN ROAD, 15.5 FEET NORTHEAST OF THE CENTER OF A WOODEN GATE AT
 BL1777'THE CROSSING OF A PRIVATE ROAD, 8.5 FEET SOUTHEAST OF A 2 1/2-FOOT OAK
 BL1777'TREE, 2.0 FEET NORTHEAST OF A REFERENCE POST, 1.2 FOOT SOUTHEAST OF
 BL1777'THE NORTHWEST RIGHT OF WAY FENCE, SET IN A CONCRETE POST ABOUT THE
 BL1777'SAME ELEVATION AS THE ROAD AND PROJECTING 0.1 FOOT.  NOTE-- TO REACH
 BL1777'THIS BENCH MARK FROM THE POST OFFICE AT TRINITY, PROCEED 13.4 MILES
 BL1777'WEST ALONG A GRAVEL AND DIRT ROAD, THENCE 1.5 MILE WEST ALONG A DIM
 BL1777'ONE TRACK DIRT ROAD, THENCE 0.5 MILE NORTHEAST ALONG A DIRT ROAD TO
 BL1777'THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1452 ***********************************************************************
 BY1452  DESIGNATION -  G 978
 BY1452  PID         -  BY1452
 BY1452  STATE/COUNTY-  TX/HOUSTON
 BY1452  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1452
 BY1452                         *CURRENT SURVEY CONTROL
 BY1452  ___________________________________________________________________
 BY1452* NAD 83(1986)-  31 02 23.     (N)    095 28 32.     (W)     SCALED    
 BY1452* NAVD 88     -        89.66   (+/-2cm)     294.2    (feet)  VERTCON   
 BY1452  ___________________________________________________________________
 BY1452  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BY1452
 BY1452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1452
 BY1452.The horizontal coordinates were scaled from a topographic map and have
 BY1452.an estimated accuracy of +/- 6 seconds.
 BY1452
 BY1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1452.The vertical order pertains to the NGVD 29 superseded value.
 BY1452
 BY1452.The geoid height was determined by GEOID03.
 BY1452
 BY1452;                    North         East    Units  Estimated Accuracy
 BY1452;SPC TX C     - 3,162,330.    1,163,540.      MT  (+/- 180 meters Scaled)
 BY1452
 BY1452                          SUPERSEDED SURVEY CONTROL
 BY1452
 BY1452  NGVD 29 (??/??/92)   89.665  (m)          294.18   (f) ADJ UNCH    2 0
 BY1452
 BY1452.Superseded values are not recommended for survey control.
 BY1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1452.See file dsdata.txt to determine how the superseded data were derived.
 BY1452
 BY1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ637366(NAD 83)
 BY1452_MARKER: DB = BENCH MARK DISK
 BY1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1452_STAMPING: G 978 1947
 BY1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1452+STABILITY: SURFACE MOTION
 BY1452
 BY1452  HISTORY     - Date     Condition        Report By
 BY1452  HISTORY     - 1947     MONUMENTED       CGS
 BY1452
 BY1452                          STATION DESCRIPTION
 BY1452
 BY1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1452'6.35 MI E FROM WELDON.
 BY1452'0.3 MILE SOUTH AND 6.05 MILES EAST ALONG DIRT ROADS FROM THE WELDON
 BY1452'HIGH SCHOOL AT WELDON, 166.0 WEST OF THE INTERSECTION OF THE
 BY1452'CENTER-LINES OF AN EAST-WEST DIRT ROAD AND A NORTHWEST-SOUTHEAST DIRT
 BY1452'ROAD, 32.0 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 3.5 FEET
 BY1452'WEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 BY1452'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2001 ***********************************************************************
 BY2001  DESIGNATION -  G 979
 BY2001  PID         -  BY2001
 BY2001  STATE/COUNTY-  TX/HOUSTON
 BY2001  USGS QUAD   -  WELDON (1972)
 BY2001
 BY2001                         *CURRENT SURVEY CONTROL
 BY2001  ___________________________________________________________________
 BY2001* NAD 83(1986)-  31 04 48.     (N)    095 34 45.     (W)     SCALED    
 BY2001* NAVD 88     -        86.95   (+/-2cm)     285.3    (feet)  VERTCON   
 BY2001  ___________________________________________________________________
 BY2001  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BY2001
 BY2001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2001
 BY2001.The horizontal coordinates were scaled from a topographic map and have
 BY2001.an estimated accuracy of +/- 6 seconds.
 BY2001
 BY2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2001.The vertical order pertains to the NGVD 29 superseded value.
 BY2001
 BY2001.The geoid height was determined by GEOID03.
 BY2001
 BY2001;                    North         East    Units  Estimated Accuracy
 BY2001;SPC TX C     - 3,166,370.    1,153,470.      MT  (+/- 180 meters Scaled)
 BY2001
 BY2001                          SUPERSEDED SURVEY CONTROL
 BY2001
 BY2001  NGVD 29 (??/??/92)   86.960  (m)          285.30   (f) ADJ UNCH    2 0
 BY2001
 BY2001.Superseded values are not recommended for survey control.
 BY2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2001.See file dsdata.txt to determine how the superseded data were derived.
 BY2001
 BY2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ539413(NAD 83)
 BY2001_MARKER: DB = BENCH MARK DISK
 BY2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2001_STAMPING: G 979 1947
 BY2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2001+STABILITY: SURFACE MOTION
 BY2001
 BY2001  HISTORY     - Date     Condition        Report By
 BY2001  HISTORY     - 1947     MONUMENTED       CGS
 BY2001
 BY2001                          STATION DESCRIPTION
 BY2001
 BY2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2001'7.75 MI SW FROM POST OAK.
 BY2001'TO REACH FROM PEARSONS CHAPEL SCHOOL AT POST OAK, PROCEED 5.2 MILES
 BY2001'SOUTH ALONG A DIRT ROAD TO THE JUNCTION OF A DIRT CROSS ROAD AND A
 BY2001'DIRT ROAD LEADING WEST (0.4 MILE SOUTHWEST OF CENTER HILL SCHOOL),
 BY2001'THENCE 2.55 MILES WEST ALONG A DIRT ROAD, BENCH MARK IS ON THE WEST
 BY2001'SLOPE OF A HILL AND DIRECTLY ACROSS THE ROAD FROM A FARM HOUSE, 55.0
 BY2001'FEET NORTHEAST OF AND ACROSS THE ROAD FROM THE CENTER OF A PRIVATE
 BY2001'ROAD LEADING SOUTH TO THE FARM HOUSE, 49.0 FEET WEST OF A LONE 2
 BY2001'1/2-FOOT OAK TREE, 26.0 FEET NORTH OF THE CENTER OF THE MAIN ROAD, 2.5
 BY2001'FEET EAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET
 BY2001'ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1805 ***********************************************************************
 CS1805  DESIGNATION -  G 98
 CS1805  PID         -  CS1805
 CS1805  STATE/COUNTY-  TX/TARRANT
 CS1805  USGS QUAD   -  KENNEDALE (1981)
 CS1805
 CS1805                         *CURRENT SURVEY CONTROL
 CS1805  ___________________________________________________________________
 CS1805* NAD 83(1986)-  32 43 50.     (N)    097 12 44.     (W)     SCALED    
 CS1805* NAVD 88     -       176.106  (meters)     577.77   (feet)  ADJUSTED  
 CS1805  ___________________________________________________________________
 CS1805  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CS1805  DYNAMIC HT  -         175.901 (meters)     577.10  (feet)  COMP
 CS1805  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 CS1805
 CS1805  VERT ORDER  -  FIRST     CLASS II
 CS1805
 CS1805.The horizontal coordinates were scaled from a topographic map and have
 CS1805.an estimated accuracy of +/- 6 seconds.
 CS1805
 CS1805.The orthometric height was determined by differential leveling
 CS1805.and adjusted by the National Geodetic Survey in June 1991..
 CS1805.WARNING-Repeat measurements at this control monument indicate possible
 CS1805.vertical movement.
 CS1805
 CS1805.The geoid height was determined by GEOID03.
 CS1805
 CS1805.The dynamic height is computed by dividing the NAVD 88
 CS1805.geopotential number by the normal gravity value computed on the
 CS1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1805.degrees latitude (g = 980.6199 gals.).
 CS1805
 CS1805.The modeled gravity was interpolated from observed gravity values.
 CS1805
 CS1805;                    North         East    Units  Estimated Accuracy
 CS1805;SPC TXNC     - 2,118,710.      720,700.      MT  (+/- 180 meters Scaled)
 CS1805
 CS1805                          SUPERSEDED SURVEY CONTROL
 CS1805
 CS1805  NGVD 29 (??/??/92)  176.111  (m)          577.79   (f) ADJ UNCH    1 2
 CS1805
 CS1805.Superseded values are not recommended for survey control.
 CS1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1805.See file dsdata.txt to determine how the superseded data were derived.
 CS1805
 CS1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB675228(NAD 83)
 CS1805_MARKER: DB = BENCH MARK DISK
 CS1805_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS1805_SP_SET: HEADWALL
 CS1805_STAMPING: G 98 1951
 CS1805_MARK LOGO: CGS   
 CS1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1805+STABILITY: SURFACE MOTION
 CS1805
 CS1805  HISTORY     - Date     Condition        Report By
 CS1805  HISTORY     - 1951     MONUMENTED       CGS
 CS1805  HISTORY     - 1963     GOOD             NGS
 CS1805  HISTORY     - 1986     GOOD             NGS
 CS1805  HISTORY     - 1989     GOOD             USPSQD
 CS1805  HISTORY     - 19960921 GOOD             USPSQD
 CS1805
 CS1805                          STATION DESCRIPTION
 CS1805
 CS1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1805'0.4 MI E FROM HANDLEY.
 CS1805'0.4 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE POST OFFICE
 CS1805'AT HANDLEY, TARRANT COUNTY, AT THE WEST END OF A CUT, AT AN 11-FOOT
 CS1805'CONCRETE CULVERT IN THE CENTER OF THE TOP OF THE NORTH HEADWALL, AND
 CS1805'11 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A STANDARD DISK,
 CS1805'STAMPED G 98 1951.  NOTE-- THE BENCH MARK IS ABOUT 25 YARDS EAST OF A
 CS1805'SPUR TRACK WHICH LEADS SOUTHWEST FROM THE MAIN TRACKS. THIS BENCH MARK
 CS1805'MAY BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND HANDLEY
 CS1805'DRIVE IN HANDLEY, BY GOING EAST ON U.S. HIGHWAY 80 FOR 0.35 MILE TO
 CS1805'BENCH MARK ON THE RIGHT.
 CS1805
 CS1805                          STATION RECOVERY (1986)
 CS1805
 CS1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1805'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN HANDLEY,
 CS1805'AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND CHILTON STREET,
 CS1805'IN THE CENTER OF THE NORTHEAST HEADWALL OF A BOX CULVERT, 124.0 M
 CS1805'(406.8 FT) NORTHWEST OF THE EXTENDED CENTER OF MILAM STREET, 121.6 M
 CS1805'(398.9 FT) SOUTHEAST OF THE EXTENDED CENTER OF CHILTON STREET, 80.5 M
 CS1805'(264.1 FT) SOUTHEAST OF RAILROAD MILEPOST 239, AND 3.4 M (11.2 FT)
 CS1805'NORTHEAST THE NEAR RAIL.
 CS1805
 CS1805                          STATION RECOVERY (1989)
 CS1805
 CS1805'RECOVERY NOTE BY US POWER SQUADRON 1989 (TFS)
 CS1805'RECOVERED IN GOOD CONDITION.
 CS1805
 CS1805                          STATION RECOVERY (1996)
 CS1805
 CS1805'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1335 ***********************************************************************
 BL1335  DESIGNATION -  G 980
 BL1335  PID         -  BL1335
 BL1335  STATE/COUNTY-  TX/SAN JACINTO
 BL1335  USGS QUAD   -  BEAR CREEK (1976)
 BL1335
 BL1335                         *CURRENT SURVEY CONTROL
 BL1335  ___________________________________________________________________
 BL1335* NAD 83(1986)-  30 29 40.     (N)    095 09 24.     (W)     SCALED    
 BL1335* NAVD 88     -        75.25   (+/-2cm)     246.9    (feet)  VERTCON   
 BL1335  ___________________________________________________________________
 BL1335  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1335
 BL1335  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1335
 BL1335.The horizontal coordinates were scaled from a topographic map and have
 BL1335.an estimated accuracy of +/- 6 seconds.
 BL1335
 BL1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1335.The vertical order pertains to the NGVD 29 superseded value.
 BL1335
 BL1335.The geoid height was determined by GEOID03.
 BL1335
 BL1335;                    North         East    Units  Estimated Accuracy
 BL1335;SPC TX C     - 3,103,330.    1,196,760.      MT  (+/- 180 meters Scaled)
 BL1335
 BL1335                          SUPERSEDED SURVEY CONTROL
 BL1335
 BL1335  NGVD 29 (??/??/92)   75.254  (m)          246.90   (f) ADJ UNCH    2 0
 BL1335
 BL1335.Superseded values are not recommended for survey control.
 BL1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1335.See file dsdata.txt to determine how the superseded data were derived.
 BL1335
 BL1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP930755(NAD 83)
 BL1335_MARKER: DB = BENCH MARK DISK
 BL1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1335_STAMPING: G 980 1947
 BL1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1335+STABILITY: SURFACE MOTION
 BL1335
 BL1335  HISTORY     - Date     Condition        Report By
 BL1335  HISTORY     - 1947     MONUMENTED       CGS
 BL1335
 BL1335                          STATION DESCRIPTION
 BL1335
 BL1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1335'9.3 MI SE FROM EVERGREEN.
 BL1335'6.3 MILES SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215 FROM THE
 BL1335'POST OFFICE AT EVERGREEN, THENCE 0.7 MILE NORTHEAST ALONG A DIRT ROAD,
 BL1335'THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, THENCE 1.7 MILES EAST ALONG A
 BL1335'DIRT ROAD, 100 YARDS WEST OF AN ABANDONED FARMHOUSE, 31.0 FEET NORTH
 BL1335'OF AND 2.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 13.6 FEET
 BL1335'NORTH OF A FENCE CORNER, 1.8 FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A
 BL1335'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL1335'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1149 ***********************************************************************
 BL1149  DESIGNATION -  G 981
 BL1149  PID         -  BL1149
 BL1149  STATE/COUNTY-  TX/SAN JACINTO
 BL1149  USGS QUAD   -  CAMILLA (1997)
 BL1149
 BL1149                         *CURRENT SURVEY CONTROL
 BL1149  ___________________________________________________________________
 BL1149* NAD 83(1986)-  30 34 45.     (N)    095 05 45.     (W)     SCALED    
 BL1149* NAVD 88     -       100.97   (+/-2cm)     331.3    (feet)  VERTCON   
 BL1149  ___________________________________________________________________
 BL1149  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL1149
 BL1149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1149
 BL1149.The horizontal coordinates were scaled from a topographic map and have
 BL1149.an estimated accuracy of +/- 6 seconds.
 BL1149
 BL1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1149.The vertical order pertains to the NGVD 29 superseded value.
 BL1149
 BL1149.The geoid height was determined by GEOID03.
 BL1149
 BL1149;                    North         East    Units  Estimated Accuracy
 BL1149;SPC TX C     - 3,112,980.    1,202,160.      MT  (+/- 180 meters Scaled)
 BL1149
 BL1149                          SUPERSEDED SURVEY CONTROL
 BL1149
 BL1149  NGVD 29 (??/??/92)  100.974  (m)          331.28   (f) ADJ UNCH    2 0
 BL1149
 BL1149.Superseded values are not recommended for survey control.
 BL1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1149.See file dsdata.txt to determine how the superseded data were derived.
 BL1149
 BL1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP990848(NAD 83)
 BL1149_MARKER: DB = BENCH MARK DISK
 BL1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1149_STAMPING: G 981 1947
 BL1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1149+STABILITY: SURFACE MOTION
 BL1149
 BL1149  HISTORY     - Date     Condition        Report By
 BL1149  HISTORY     - 1947     MONUMENTED       CGS
 BL1149
 BL1149                          STATION DESCRIPTION
 BL1149
 BL1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1149'2.7 MI SW FROM CAMILLA.
 BL1149'2.7 MILES SOUTHWEST ALONG STATE FARM HIGHWAY 222 FROM THE POST OFFICE
 BL1149'AT CAMILLA, 50 YARDS SOUTHEAST OF A FARMHOUSE, 73.5 FEET SOUTHWEST OF
 BL1149'A POWER POLE, 44.4 FEET NORTHWEST OF AND 2.0 FEET HIGHER THAN THE
 BL1149'CENTER LINE OF THE HIGHWAY, 28.0 FEET SOUTHWEST OF THE CENTER LINE OF
 BL1149'A FARM DRIVE, 15.7 FEET SOUTH OF A 14 INCH GUM TREE, 1.9 FEET
 BL1149'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1149'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1013 ***********************************************************************
 BL1013  DESIGNATION -  G 982
 BL1013  PID         -  BL1013
 BL1013  STATE/COUNTY-  TX/WALKER
 BL1013  USGS QUAD   -  PHELPS (1976)
 BL1013
 BL1013                         *CURRENT SURVEY CONTROL
 BL1013  ___________________________________________________________________
 BL1013* NAD 83(1986)-  30 41 22.     (N)    095 23 32.     (W)     SCALED    
 BL1013* NAVD 88     -       122.50   (+/-2cm)     401.9    (feet)  VERTCON   
 BL1013  ___________________________________________________________________
 BL1013  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BL1013
 BL1013  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1013
 BL1013.The horizontal coordinates were scaled from a topographic map and have
 BL1013.an estimated accuracy of +/- 6 seconds.
 BL1013
 BL1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1013.The vertical order pertains to the NGVD 29 superseded value.
 BL1013
 BL1013.The geoid height was determined by GEOID03.
 BL1013
 BL1013;                    North         East    Units  Estimated Accuracy
 BL1013;SPC TX C     - 3,123,890.    1,173,220.      MT  (+/- 180 meters Scaled)
 BL1013
 BL1013                          SUPERSEDED SURVEY CONTROL
 BL1013
 BL1013  NGVD 29 (??/??/92)  122.503  (m)          401.91   (f) ADJ UNCH    2 0
 BL1013
 BL1013.Superseded values are not recommended for survey control.
 BL1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1013.See file dsdata.txt to determine how the superseded data were derived.
 BL1013
 BL1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP708976(NAD 83)
 BL1013_MARKER: DB = BENCH MARK DISK
 BL1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1013_STAMPING: G 982 1947
 BL1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1013+STABILITY: SURFACE MOTION
 BL1013
 BL1013  HISTORY     - Date     Condition        Report By
 BL1013  HISTORY     - 1947     MONUMENTED       CGS
 BL1013
 BL1013                          STATION DESCRIPTION
 BL1013
 BL1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1013'3.3 MI E FROM PHELPS.
 BL1013'1.6 MILES EAST ALONG A GRADED DIRT ROAD FROM THE INTERNATIONAL AND
 BL1013'GREAT NORTHERN RAILROAD STATION AT PHELPS, THENCE 1.7 MILES EAST ALONG
 BL1013'THE RIGHT FORK OF THE GRADED DIRT ROAD, 94.5 FEET SOUTHEAST OF THE
 BL1013'SOUTHEAST CORNER OF A WOODEN BRIDGE, 27.0 FEET SOUTH OF AND 1.0 FOOT
 BL1013'HIGHER THAN THE CENTER LINE OF THE ROAD, 22.0 FEET NORTHWEST OF A 14
 BL1013'INCH PINE TREE, 11.0 FEET EAST OF A 12 INCH OAK TREE, 3.0 FEET EAST OF
 BL1013'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 BL1013'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1721 ***********************************************************************
 BL1721  DESIGNATION -  G 983
 BL1721  PID         -  BL1721
 BL1721  STATE/COUNTY-  TX/MADISON
 BL1721  USGS QUAD   -  CONNOR (1962)
 BL1721
 BL1721                         *CURRENT SURVEY CONTROL
 BL1721  ___________________________________________________________________
 BL1721* NAD 83(1986)-  30 57 22.     (N)    095 47 41.     (W)     SCALED    
 BL1721* NAVD 88     -        82.17   (+/-2cm)     269.6    (feet)  VERTCON   
 BL1721  ___________________________________________________________________
 BL1721  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BL1721
 BL1721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1721
 BL1721.The horizontal coordinates were scaled from a topographic map and have
 BL1721.an estimated accuracy of +/- 6 seconds.
 BL1721
 BL1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1721.The vertical order pertains to the NGVD 29 superseded value.
 BL1721
 BL1721.The geoid height was determined by GEOID03.
 BL1721
 BL1721;                    North         East    Units  Estimated Accuracy
 BL1721;SPC TX C     - 3,151,790.    1,133,480.      MT  (+/- 180 meters Scaled)
 BL1721
 BL1721                          SUPERSEDED SURVEY CONTROL
 BL1721
 BL1721  NGVD 29 (??/??/92)   82.169  (m)          269.58   (f) ADJ UNCH    2 0
 BL1721
 BL1721.Superseded values are not recommended for survey control.
 BL1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1721.See file dsdata.txt to determine how the superseded data were derived.
 BL1721
 BL1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ330280(NAD 83)
 BL1721_MARKER: DB = BENCH MARK DISK
 BL1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1721_STAMPING: G 983 1947
 BL1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1721+STABILITY: SURFACE MOTION
 BL1721
 BL1721  HISTORY     - Date     Condition        Report By
 BL1721  HISTORY     - 1947     MONUMENTED       CGS
 BL1721
 BL1721                          STATION DESCRIPTION
 BL1721
 BL1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1721'11.9 MI SW FROM MIDWAY.
 BL1721'5.8 MILES SOUTHEAST ALONG A FARM TO MARKET ROAD FROM THE POST OFFICE
 BL1721'AT MIDWAY, THENCE 6.1 MILES WEST ALONG A DIRT ROAD, AT THE JUNCTION
 BL1721'WITH A DIRT ROAD LEADING NORTH, 79 FEET SOUTHWEST OF THE JUNCTION OF
 BL1721'THE CENTER LINES OF THE TWO ROADS, 45 FEET SOUTH OF THE CENTER LINE OF
 BL1721'THE MAIN ROAD, 38 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD
 BL1721'LEADING SOUTH, 20 FEET SOUTH OF A 30 INCH LONE OAK TREE, 2 FEET EAST
 BL1721'OF A 4X4 MARKER POST, DIRECTLY BENEATH AN R.E.A. POWER LINE, 3 FEET
 BL1721'ABOVE THE ROAD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BL1721'PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1788 ***********************************************************************
 BL1788  DESIGNATION -  G 984
 BL1788  PID         -  BL1788
 BL1788  STATE/COUNTY-  TX/WALKER
 BL1788  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1788
 BL1788                         *CURRENT SURVEY CONTROL
 BL1788  ___________________________________________________________________
 BL1788* NAD 83(1986)-  30 52 02.     (N)    095 35 08.     (W)     SCALED    
 BL1788* NAVD 88     -        78.94   (+/-2cm)     259.0    (feet)  VERTCON   
 BL1788  ___________________________________________________________________
 BL1788  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BL1788
 BL1788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1788
 BL1788.The horizontal coordinates were scaled from a topographic map and have
 BL1788.an estimated accuracy of +/- 6 seconds.
 BL1788
 BL1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1788.The vertical order pertains to the NGVD 29 superseded value.
 BL1788
 BL1788.The geoid height was determined by GEOID03.
 BL1788
 BL1788;                    North         East    Units  Estimated Accuracy
 BL1788;SPC TX C     - 3,142,780.    1,153,870.      MT  (+/- 180 meters Scaled)
 BL1788
 BL1788                          SUPERSEDED SURVEY CONTROL
 BL1788
 BL1788  NGVD 29 (??/??/92)   78.945  (m)          259.01   (f) ADJ UNCH    2 0
 BL1788
 BL1788.Superseded values are not recommended for survey control.
 BL1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1788.See file dsdata.txt to determine how the superseded data were derived.
 BL1788
 BL1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ527177(NAD 83)
 BL1788_MARKER: DB = BENCH MARK DISK
 BL1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1788_STAMPING: G 984 1947
 BL1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1788+STABILITY: SURFACE MOTION
 BL1788
 BL1788  HISTORY     - Date     Condition        Report By
 BL1788  HISTORY     - 1947     MONUMENTED       CGS
 BL1788  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1788
 BL1788                          STATION DESCRIPTION
 BL1788
 BL1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1788'13.1 MI NW FROM HUNTSVILLE.
 BL1788'10.1 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1788'AT HUNTSVILLE, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE 2.7
 BL1788'MILES NORTHEAST ALONG AN OLD DIRT ROAD, AT THE CROSSING OF A DIM ONE
 BL1788'TRACK LOGGING ROAD, 54 FEET SOUTHWEST OF A 24 INCH OAK TREE, 25 FEET
 BL1788'EAST OF THE CENTER LINE OF THE CROSSING OF THE TWO ROADS, 23 FEET
 BL1788'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 2 FEET SOUTHWEST OF A
 BL1788'4X4 MARKER POST, SET IN A CONCRETE POST WHICH IS FLUSH WITH THE
 BL1788'GROUND.
 BL1788
 BL1788                          STATION RECOVERY (1996)
 BL1788
 BL1788'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1076 ***********************************************************************
 BL1076  DESIGNATION -  G 985
 BL1076  PID         -  BL1076
 BL1076  STATE/COUNTY-  TX/SAN JACINTO
 BL1076  USGS QUAD   -  MAYNARD (1997)
 BL1076
 BL1076                         *CURRENT SURVEY CONTROL
 BL1076  ___________________________________________________________________
 BL1076* NAD 83(1986)-  30 32 52.     (N)    095 17 00.     (W)     SCALED    
 BL1076* NAVD 88     -        77.81   (+/-2cm)     255.3    (feet)  VERTCON   
 BL1076  ___________________________________________________________________
 BL1076  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL1076
 BL1076  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1076
 BL1076.The horizontal coordinates were scaled from a topographic map and have
 BL1076.an estimated accuracy of +/- 6 seconds.
 BL1076
 BL1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1076.The vertical order pertains to the NGVD 29 superseded value.
 BL1076
 BL1076.The geoid height was determined by GEOID03.
 BL1076
 BL1076;                    North         East    Units  Estimated Accuracy
 BL1076;SPC TX C     - 3,108,670.    1,184,350.      MT  (+/- 180 meters Scaled)
 BL1076
 BL1076                          SUPERSEDED SURVEY CONTROL
 BL1076
 BL1076  NGVD 29 (??/??/92)   77.816  (m)          255.30   (f) ADJ UNCH    2 0
 BL1076
 BL1076.Superseded values are not recommended for survey control.
 BL1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1076.See file dsdata.txt to determine how the superseded data were derived.
 BL1076
 BL1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP809817(NAD 83)
 BL1076_MARKER: DB = BENCH MARK DISK
 BL1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1076_STAMPING: G 985 1947
 BL1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1076+STABILITY: SURFACE MOTION
 BL1076
 BL1076  HISTORY     - Date     Condition        Report By
 BL1076  HISTORY     - 1947     MONUMENTED       CGS
 BL1076  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL1076
 BL1076                          STATION DESCRIPTION
 BL1076
 BL1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1076'2.8 MI W FROM EVERGREEN.
 BL1076'2.8 MILES WEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1076'EVERGREEN, AT A ROAD JUNCTION, 79.0 FEET NORTH OF AND LEVEL WITH THE
 BL1076'CENTER LINE OF THE HIGHWAY, 58.0 FEET SOUTHEAST OF A FENCE, 56.0 FEET
 BL1076'SOUTHEAST OF A 36 INCH OAK TREE, 47.0 FEET NORTHEAST OF SAM HOUSTON
 BL1076'NATIONAL FOREST ROAD 202, 12.5 FEET SOUTHWEST OF A WITNESS POST, SET
 BL1076'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 BL1076'GROUND.
 BL1076
 BL1076                          STATION RECOVERY (1960)
 BL1076
 BL1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1061 ***********************************************************************
 BL1061  DESIGNATION -  G 986
 BL1061  PID         -  BL1061
 BL1061  STATE/COUNTY-  TX/SAN JACINTO
 BL1061  USGS QUAD   -  CAMILLA (1997)
 BL1061
 BL1061                         *CURRENT SURVEY CONTROL
 BL1061  ___________________________________________________________________
 BL1061* NAD 83(1986)-  30 37 26.     (N)    095 06 51.     (W)     SCALED    
 BL1061* NAVD 88     -        65.87   (+/-2cm)     216.1    (feet)  VERTCON   
 BL1061  ___________________________________________________________________
 BL1061  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1061
 BL1061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1061
 BL1061.The horizontal coordinates were scaled from a topographic map and have
 BL1061.an estimated accuracy of +/- 6 seconds.
 BL1061
 BL1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1061.The vertical order pertains to the NGVD 29 superseded value.
 BL1061
 BL1061.The geoid height was determined by GEOID03.
 BL1061
 BL1061;                    North         East    Units  Estimated Accuracy
 BL1061;SPC TX C     - 3,117,850.    1,200,170.      MT  (+/- 180 meters Scaled)
 BL1061
 BL1061                          SUPERSEDED SURVEY CONTROL
 BL1061
 BL1061  NGVD 29 (??/??/92)   65.881  (m)          216.14   (f) ADJ UNCH    2 0
 BL1061
 BL1061.Superseded values are not recommended for survey control.
 BL1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1061.See file dsdata.txt to determine how the superseded data were derived.
 BL1061
 BL1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP973898(NAD 83)
 BL1061_MARKER: DB = BENCH MARK DISK
 BL1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1061_STAMPING: G 986 1947
 BL1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1061+STABILITY: SURFACE MOTION
 BL1061
 BL1061  HISTORY     - Date     Condition        Report By
 BL1061  HISTORY     - 1947     MONUMENTED       CGS
 BL1061  HISTORY     - 1960     GOOD             USGS
 BL1061
 BL1061                          STATION DESCRIPTION
 BL1061
 BL1061'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BL1061'2.6 MI NE FROM COLDSPRING.
 BL1061'2.6 MILES NORTHEAST ALONG FARM ROAD 1514 FROM THE COURTHOUSE AT
 BL1061'COLDSPRING, AT A CURVE IN THE ROAD, 20 FT NORTH OF AND LEVEL WITH THE
 BL1061'CENTERLINE OF THE ROAD, 3 FT EAST OF A FENCE CORNER, 0.5 FT NORTH OF A
 BL1061'FENCE, 1 FT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BL1061'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0995 ***********************************************************************
 BL0995  DESIGNATION -  G 987
 BL0995  PID         -  BL0995
 BL0995  STATE/COUNTY-  TX/SAN JACINTO
 BL0995  USGS QUAD   -  OAKHURST (1972)
 BL0995
 BL0995                         *CURRENT SURVEY CONTROL
 BL0995  ___________________________________________________________________
 BL0995* NAD 83(1986)-  30 44 38.     (N)    095 18 12.     (W)     SCALED    
 BL0995* NAVD 88     -       111.72   (+/-2cm)     366.5    (feet)  VERTCON   
 BL0995  ___________________________________________________________________
 BL0995  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL0995
 BL0995  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0995
 BL0995.The horizontal coordinates were scaled from a topographic map and have
 BL0995.an estimated accuracy of +/- 6 seconds.
 BL0995
 BL0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0995.The vertical order pertains to the NGVD 29 superseded value.
 BL0995
 BL0995.The geoid height was determined by GEOID03.
 BL0995
 BL0995;                    North         East    Units  Estimated Accuracy
 BL0995;SPC TX C     - 3,130,300.    1,181,450.      MT  (+/- 180 meters Scaled)
 BL0995
 BL0995                          SUPERSEDED SURVEY CONTROL
 BL0995
 BL0995  NGVD 29 (??/??/92)  111.725  (m)          366.55   (f) ADJ UNCH    2 0
 BL0995
 BL0995.Superseded values are not recommended for survey control.
 BL0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0995.See file dsdata.txt to determine how the superseded data were derived.
 BL0995
 BL0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ794034(NAD 83)
 BL0995_MARKER: DB = BENCH MARK DISK
 BL0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0995_STAMPING: G 987 1947
 BL0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0995+STABILITY: SURFACE MOTION
 BL0995
 BL0995  HISTORY     - Date     Condition        Report By
 BL0995  HISTORY     - 1947     MONUMENTED       CGS
 BL0995
 BL0995                          STATION DESCRIPTION
 BL0995
 BL0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0995'1.2 MI E FROM OAKHURST.
 BL0995'0.2 MILE NORTHWEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0995'OAKHURST, THENCE 0.2 MILE NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 BL0995'0.8 MILE EAST ALONG U.S. HIGHWAY 190, 59.8 FEET SOUTH OF AND 2.0 FEET
 BL0995'HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 56.0 FEET SOUTHWEST OF THE
 BL0995'WEST END OF A CORRUGATED IRON CULVERT, 31.0 FEET NORTHWEST OF THE
 BL0995'CENTER LINE OF A ROAD LEADING SOUTH, 1.5 FEET EAST OF A WITNESS POST,
 BL0995'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 BL0995'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1436 ***********************************************************************
 BY1436  DESIGNATION -  G 988
 BY1436  PID         -  BY1436
 BY1436  STATE/COUNTY-  TX/HOUSTON
 BY1436  USGS QUAD   -  CROCKETT (1950)
 BY1436
 BY1436                         *CURRENT SURVEY CONTROL
 BY1436  ___________________________________________________________________
 BY1436* NAD 83(1986)-  31 18 31.     (N)    095 28 22.     (W)     SCALED    
 BY1436* NAVD 88     -       112.57   (+/-2cm)     369.3    (feet)  VERTCON   
 BY1436  ___________________________________________________________________
 BY1436  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1436
 BY1436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1436
 BY1436.The horizontal coordinates were scaled from a topographic map and have
 BY1436.an estimated accuracy of +/- 6 seconds.
 BY1436
 BY1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1436.The vertical order pertains to the NGVD 29 superseded value.
 BY1436
 BY1436.The geoid height was determined by GEOID03.
 BY1436
 BY1436;                    North         East    Units  Estimated Accuracy
 BY1436;SPC TX C     - 3,192,130.    1,162,510.      MT  (+/- 180 meters Scaled)
 BY1436
 BY1436                          SUPERSEDED SURVEY CONTROL
 BY1436
 BY1436  NGVD 29 (??/??/92)  112.546  (m)          369.24   (f) ADJ UNCH    2 0
 BY1436
 BY1436.Superseded values are not recommended for survey control.
 BY1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1436.See file dsdata.txt to determine how the superseded data were derived.
 BY1436
 BY1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ646664(NAD 83)
 BY1436_MARKER: DB = BENCH MARK DISK
 BY1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1436_STAMPING: G 988 1947
 BY1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1436+STABILITY: SURFACE MOTION
 BY1436
 BY1436  HISTORY     - Date     Condition        Report By
 BY1436  HISTORY     - 1947     MONUMENTED       CGS
 BY1436
 BY1436                          STATION DESCRIPTION
 BY1436
 BY1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1436'1.2 MI SW FROM CROCKETT.
 BY1436'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COURT HOUSE AT
 BY1436'CROCKETT, AT THE TOP OF A PROMINENT HILL, DIRECTLY ACROSS THE HIGHWAY
 BY1436'FROM AND IN LINE WITH THE CENTER OF THE WALK LEADING TO A LARGE RED
 BY1436'BRICK TWO STORY HOUSE, 72 FEET SOUTHWEST OF A POWER POLE, 39 FEET
 BY1436'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTHEAST OF A
 BY1436'GATE POST, 3 FEET NORTHEAST OF A 4X4 MARKER POST, SET IN THE TOP OF A
 BY1436'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1089 ***********************************************************************
 BL1089  DESIGNATION -  G 989
 BL1089  PID         -  BL1089
 BL1089  STATE/COUNTY-  TX/WALKER
 BL1089  USGS QUAD   -  NEW WAVERLY (1976)
 BL1089
 BL1089                         *CURRENT SURVEY CONTROL
 BL1089  ___________________________________________________________________
 BL1089* NAD 83(1986)-  30 34 18.     (N)    095 26 32.     (W)     SCALED    
 BL1089* NAVD 88     -       112.04   (+/-2cm)     367.6    (feet)  VERTCON   
 BL1089  ___________________________________________________________________
 BL1089  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL1089
 BL1089  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1089
 BL1089.The horizontal coordinates were scaled from a topographic map and have
 BL1089.an estimated accuracy of +/- 6 seconds.
 BL1089
 BL1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1089.The vertical order pertains to the NGVD 29 superseded value.
 BL1089
 BL1089.The geoid height was determined by GEOID03.
 BL1089
 BL1089;                    North         East    Units  Estimated Accuracy
 BL1089;SPC TX C     - 3,110,640.    1,169,000.      MT  (+/- 180 meters Scaled)
 BL1089
 BL1089                          SUPERSEDED SURVEY CONTROL
 BL1089
 BL1089  NGVD 29 (??/??/92)  112.044  (m)          367.60   (f) ADJ UNCH    2 0
 BL1089
 BL1089.Superseded values are not recommended for survey control.
 BL1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1089.See file dsdata.txt to determine how the superseded data were derived.
 BL1089
 BL1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP657846(NAD 83)
 BL1089_MARKER: DB = BENCH MARK DISK
 BL1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1089_STAMPING: G 989 1947
 BL1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1089+STABILITY: SURFACE MOTION
 BL1089
 BL1089  HISTORY     - Date     Condition        Report By
 BL1089  HISTORY     - 1947     MONUMENTED       CGS
 BL1089
 BL1089                          STATION DESCRIPTION
 BL1089
 BL1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1089'4.3 MI NE FROM NEW WAVERLY.
 BL1089'0.1 MILE WEST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT NEW
 BL1089'WAVERLY, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 75, THENCE 0.6 MILE
 BL1089'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A
 BL1089'GRADED DIRT ROAD TO A ROAD JUNCTION, THENCE 1.1 MILES NORTHEAST ALONG
 BL1089'A GRADED DIRT ROAD, 85 YARDS SOUTH OF A FARMHOUSE, 197.0 FEET
 BL1089'SOUTHEAST OF THE SOUTHEAST END OF A GATE ACROSS A FARM DRIVE LEADING
 BL1089'NORTHWEST, 71.0 FEET SOUTHWEST OF AN 18 INCH OAK TREE, 26.0 FEET
 BL1089'NORTHEAST OF A 20 INCH OAK TREE WHICH IS AT THE NORTHEAST END OF A
 BL1089'WIRE GATE, 25.0 FEET NORTHWEST OF AND LEVEL WITH THE CENTER LINE OF
 BL1089'THE ROAD, 3.0 FEET SOUTHWEST OF A WITNESS POST, 2.0 FEET NORTHWEST OF
 BL1089'A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 BL1089'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0111 ***********************************************************************
 BY0111  DESIGNATION -  G 99
 BY0111  PID         -  BY0111
 BY0111  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0111  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0111
 BY0111                         *CURRENT SURVEY CONTROL
 BY0111  ___________________________________________________________________
 BY0111* NAD 83(1986)-  31 30 45.     (N)    094 14 23.     (W)     SCALED    
 BY0111* NAVD 88     -        80.52   (+/-2cm)     264.2    (feet)  VERTCON   
 BY0111  ___________________________________________________________________
 BY0111  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY0111
 BY0111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0111
 BY0111.The horizontal coordinates were scaled from a topographic map and have
 BY0111.an estimated accuracy of +/- 6 seconds.
 BY0111
 BY0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0111.The vertical order pertains to the NGVD 29 superseded value.
 BY0111
 BY0111.The geoid height was determined by GEOID03.
 BY0111
 BY0111;                    North         East    Units  Estimated Accuracy
 BY0111;SPC TX C     - 3,220,470.    1,278,500.      MT  (+/- 180 meters Scaled)
 BY0111
 BY0111                          SUPERSEDED SURVEY CONTROL
 BY0111
 BY0111  NGVD 29 (??/??/92)   80.548  (m)          264.26   (f) ADJ UNCH    2 0
 BY0111
 BY0111.Superseded values are not recommended for survey control.
 BY0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0111.See file dsdata.txt to determine how the superseded data were derived.
 BY0111
 BY0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ822870(NAD 83)
 BY0111_MARKER: DB = BENCH MARK DISK
 BY0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0111_SP_SET: CULVERT
 BY0111_STAMPING: G 99 1952
 BY0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0111
 BY0111  HISTORY     - Date     Condition        Report By
 BY0111  HISTORY     - 1952     MONUMENTED       CGS
 BY0111
 BY0111                          STATION DESCRIPTION
 BY0111
 BY0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0111'0.1 MI E FROM DENNING.
 BY0111'0.1 MILE EAST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH FARM ROAD
 BY0111'354 AT DENNING.  28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 22
 BY0111'FEET SOUTH OF A FENCE, SET IN THE TOP OF THE WEST END OF THE NORTH
 BY0111'HEADWALL OF A 40 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0946 ***********************************************************************
 CR0946  DESIGNATION -  G 990
 CR0946  PID         -  CR0946
 CR0946  STATE/COUNTY-  TX/VAN ZANDT
 CR0946  USGS QUAD   -  GRAND SALINE (1981)
 CR0946
 CR0946                         *CURRENT SURVEY CONTROL
 CR0946  ___________________________________________________________________
 CR0946* NAD 83(1986)-  32 39 23.     (N)    095 42 29.     (W)     SCALED    
 CR0946* NAVD 88     -       122.055  (meters)     400.44   (feet)  ADJUSTED  
 CR0946  ___________________________________________________________________
 CR0946  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CR0946  DYNAMIC HT  -         121.917 (meters)     399.99  (feet)  COMP
 CR0946  MODELED GRAV-     979,503.3   (mgal)                       NAVD 88
 CR0946
 CR0946  VERT ORDER  -  SECOND    CLASS 0
 CR0946
 CR0946.The horizontal coordinates were scaled from a topographic map and have
 CR0946.an estimated accuracy of +/- 6 seconds.
 CR0946
 CR0946.The orthometric height was determined by differential leveling
 CR0946.and adjusted by the National Geodetic Survey in June 1991..
 CR0946
 CR0946.The geoid height was determined by GEOID03.
 CR0946
 CR0946.The dynamic height is computed by dividing the NAVD 88
 CR0946.geopotential number by the normal gravity value computed on the
 CR0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0946.degrees latitude (g = 980.6199 gals.).
 CR0946
 CR0946.The modeled gravity was interpolated from observed gravity values.
 CR0946
 CR0946;                    North         East    Units  Estimated Accuracy
 CR0946;SPC TXNC     - 2,113,230.      861,870.      MT  (+/- 180 meters Scaled)
 CR0946
 CR0946                          SUPERSEDED SURVEY CONTROL
 CR0946
 CR0946  NGVD 29 (??/??/92)  122.076  (m)          400.51   (f) ADJ UNCH    2 0
 CR0946
 CR0946.Superseded values are not recommended for survey control.
 CR0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0946.See file dsdata.txt to determine how the superseded data were derived.
 CR0946
 CR0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS460164(NAD 83)
 CR0946_MARKER: DB = BENCH MARK DISK
 CR0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0946_STAMPING: G 990 1948
 CR0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0946+STABILITY: SURFACE MOTION
 CR0946
 CR0946  HISTORY     - Date     Condition        Report By
 CR0946  HISTORY     - 1948     MONUMENTED       CGS
 CR0946  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 CR0946
 CR0946                          STATION DESCRIPTION
 CR0946
 CR0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0946'1.15 MI S FROM GRAND SALINE.
 CR0946'1.15 MILES SOUTH ALONG STATE HIGHWAY 110 FROM THE TEXAS AND PACIFIC
 CR0946'RAILWAY STATION AT GRAND SALINE, 162 YARDS (PACED) SOUTH OF THE CENTER
 CR0946'LINE OF A ROAD LEADING EAST, 128.8 FEET EAST OF THE SOUTHEAST CORNER
 CR0946'OF THE RESIDENCE OF J. C. MCMAKIN, 121.2 FEET NORTHWEST OF THE
 CR0946'NORTHWEST CORNER OF THE RESIDENCE OF F. W. TABRAHM, 48.0 FEET EAST OF
 CR0946'THE CENTER LINE OF THE HIGHWAY, 3.4 FEET NORTH OF A REFERENCE POST,
 CR0946'0.9 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CR0946'0.2 FOOT ABOVE THE GROUND.
 CR0946
 CR0946                          STATION RECOVERY (1995)
 CR0946
 CR0946'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0919 ***********************************************************************
 CR0919  DESIGNATION -  G 991
 CR0919  PID         -  CR0919
 CR0919  STATE/COUNTY-  TX/SMITH
 CR0919  USGS QUAD   -  VAN LAKE (1981)
 CR0919
 CR0919                         *CURRENT SURVEY CONTROL
 CR0919  ___________________________________________________________________
 CR0919* NAD 83(1986)-  32 31 32.     (N)    095 33 00.     (W)     SCALED    
 CR0919* NAVD 88     -       174.699  (meters)     573.16   (feet)  ADJUSTED  
 CR0919  ___________________________________________________________________
 CR0919  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CR0919  DYNAMIC HT  -         174.498 (meters)     572.50  (feet)  COMP
 CR0919  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 CR0919
 CR0919  VERT ORDER  -  SECOND    CLASS 0
 CR0919
 CR0919.The horizontal coordinates were scaled from a topographic map and have
 CR0919.an estimated accuracy of +/- 6 seconds.
 CR0919
 CR0919.The orthometric height was determined by differential leveling
 CR0919.and adjusted by the National Geodetic Survey in June 1991..
 CR0919
 CR0919.The geoid height was determined by GEOID03.
 CR0919
 CR0919.The dynamic height is computed by dividing the NAVD 88
 CR0919.geopotential number by the normal gravity value computed on the
 CR0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0919.degrees latitude (g = 980.6199 gals.).
 CR0919
 CR0919.The modeled gravity was interpolated from observed gravity values.
 CR0919
 CR0919;                    North         East    Units  Estimated Accuracy
 CR0919;SPC TXNC     - 2,099,130.      877,090.      MT  (+/- 180 meters Scaled)
 CR0919
 CR0919                          SUPERSEDED SURVEY CONTROL
 CR0919
 CR0919  NGVD 29 (??/??/92)  174.719  (m)          573.22   (f) ADJ UNCH    2 0
 CR0919
 CR0919.Superseded values are not recommended for survey control.
 CR0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0919.See file dsdata.txt to determine how the superseded data were derived.
 CR0919
 CR0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS604015(NAD 83)
 CR0919_MARKER: DB = BENCH MARK DISK
 CR0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0919_STAMPING: G 991 1948
 CR0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0919+STABILITY: SURFACE MOTION
 CR0919
 CR0919  HISTORY     - Date     Condition        Report By
 CR0919  HISTORY     - 1948     MONUMENTED       CGS
 CR0919  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0919  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0919
 CR0919                          STATION DESCRIPTION
 CR0919
 CR0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0919'0.5 MI W FROM GARDEN VALLEY.
 CR0919'0.5 MILE WEST ALONG STATE HIGHWAY 110 FROM THE POST OFFICE AT GARDEN
 CR0919'VALLEY, 98.6 FEET EAST OF A POWER POLE, 47.5 FEET NORTH OF THE CENTER
 CR0919'LINE OF THE HIGHWAY, 10.2 FEET NORTH OF A FENCE CORNER, 8.0 FEET SOUTH
 CR0919'OF A 12-INCH OAK TREE, 2.0 FEET NORTH OF A REFERENCE POST, 1.2 FEET
 CR0919'EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CR0919'ABOVE THE GROUND.
 CR0919
 CR0919                          STATION RECOVERY (1996)
 CR0919
 CR0919'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0919'MARK NOT FOUND.
 CR0919
 CR0919                          STATION RECOVERY (2004)
 CR0919
 CR0919'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0661 ***********************************************************************
 CR0661  DESIGNATION -  G 993
 CR0661  PID         -  CR0661
 CR0661  STATE/COUNTY-  TX/VAN ZANDT
 CR0661  USGS QUAD   -  MARTINS MILL (1984)
 CR0661
 CR0661                         *CURRENT SURVEY CONTROL
 CR0661  ___________________________________________________________________
 CR0661* NAD 83(1986)-  32 26 45.     (N)    095 51 17.     (W)     SCALED    
 CR0661* NAVD 88     -       166.444  (meters)     546.08   (feet)  ADJUSTED  
 CR0661  ___________________________________________________________________
 CR0661  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0661  DYNAMIC HT  -         166.253 (meters)     545.45  (feet)  COMP
 CR0661  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 CR0661
 CR0661  VERT ORDER  -  SECOND    CLASS 0
 CR0661
 CR0661.The horizontal coordinates were scaled from a topographic map and have
 CR0661.an estimated accuracy of +/- 6 seconds.
 CR0661
 CR0661.The orthometric height was determined by differential leveling
 CR0661.and adjusted by the National Geodetic Survey in June 1991..
 CR0661
 CR0661.The geoid height was determined by GEOID03.
 CR0661
 CR0661.The dynamic height is computed by dividing the NAVD 88
 CR0661.geopotential number by the normal gravity value computed on the
 CR0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0661.degrees latitude (g = 980.6199 gals.).
 CR0661
 CR0661.The modeled gravity was interpolated from observed gravity values.
 CR0661
 CR0661;                    North         East    Units  Estimated Accuracy
 CR0661;SPC TXNC     - 2,089,530.      848,700.      MT  (+/- 180 meters Scaled)
 CR0661
 CR0661                          SUPERSEDED SURVEY CONTROL
 CR0661
 CR0661  NGVD 29 (??/??/92)  166.455  (m)          546.11   (f) ADJ UNCH    2 0
 CR0661
 CR0661.Superseded values are not recommended for survey control.
 CR0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0661.See file dsdata.txt to determine how the superseded data were derived.
 CR0661
 CR0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR316934(NAD 83)
 CR0661_MARKER: DB = BENCH MARK DISK
 CR0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0661_STAMPING: G 993 1948
 CR0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0661+STABILITY: SURFACE MOTION
 CR0661
 CR0661  HISTORY     - Date     Condition        Report By
 CR0661  HISTORY     - 1948     MONUMENTED       CGS
 CR0661  HISTORY     - 19950915 GOOD             USPSQD
 CR0661
 CR0661                          STATION DESCRIPTION
 CR0661
 CR0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0661'7.6 MI S FROM CANTON.
 CR0661'7.6 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR0661'HIGHWAY 64 AT CANTON, 168 YARDS (PACED) NORTH OF A SMALL CONCRETE
 CR0661'CULVERT, 120 YARDS (PACED) SOUTH OF A SMALL CONCRETE CULVERT, 61.0
 CR0661'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 55.0 FEET SOUTH OF A
 CR0661'CONCRETE RIGHT-OF-WAY POST, 1.6 FEET NORTH OF A REFERENCE POST, 1.1
 CR0661'FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CR0661'FOOT ABOVE THE GROUND.
 CR0661
 CR0661                          STATION RECOVERY (1995)
 CR0661
 CR0661'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0683 ***********************************************************************
 CR0683  DESIGNATION -  G 994 RESET 1967
 CR0683  PID         -  CR0683
 CR0683  STATE/COUNTY-  TX/HENDERSON
 CR0683  USGS QUAD   -  MURCHISON WEST (1984)
 CR0683
 CR0683                         *CURRENT SURVEY CONTROL
 CR0683  ___________________________________________________________________
 CR0683* NAD 83(1986)-  32 16 44.     (N)    095 50 38.     (W)     SCALED    
 CR0683* NAVD 88     -       129.52   (+/-2cm)     424.9    (feet)  VERTCON   
 CR0683  ___________________________________________________________________
 CR0683  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0683
 CR0683  VERT ORDER  -  THIRD (See Below)
 CR0683
 CR0683.The horizontal coordinates were scaled from a topographic map and have
 CR0683.an estimated accuracy of +/- 6 seconds.
 CR0683
 CR0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0683.The vertical order pertains to the NGVD 29 superseded value.
 CR0683
 CR0683.The geoid height was determined by GEOID03.
 CR0683
 CR0683;                    North         East    Units  Estimated Accuracy
 CR0683;SPC TXNC     - 2,071,050.      850,190.      MT  (+/- 180 meters Scaled)
 CR0683
 CR0683                          SUPERSEDED SURVEY CONTROL
 CR0683
 CR0683  NGVD 29 (01/29/03)  129.53   (m)          425.0    (f) RESET       3  
 CR0683
 CR0683.Superseded values are not recommended for survey control.
 CR0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0683.See file dsdata.txt to determine how the superseded data were derived.
 CR0683
 CR0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR321749(NAD 83)
 CR0683_MARKER: DB = BENCH MARK DISK
 CR0683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0683_SP_SET: BRIDGE
 CR0683_STAMPING: G 994 RESET 1967
 CR0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0683+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CR0683
 CR0683  HISTORY     - Date     Condition        Report By
 CR0683  HISTORY     - 1967     MONUMENTED       TXHD
 CR0683  HISTORY     - 20040608 GOOD             USPSQD
 CR0683
 CR0683                          STATION DESCRIPTION
 CR0683
 CR0683'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1967
 CR0683'5.2 MI N FROM ATHENS.
 CR0683'5.2 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT ATHENS,
 CR0683'22.5 FEET EAST OF AND 1/4 FOOT LOWER THAN THE CENTER LINE OF THE
 CR0683'HIGHWAY, 2.2 FEET SOUTH OF THE NORTH END OF AND SET IN THE TOP OF THE
 CR0683'NORTHEAST EARWALL OF THE 115 FOOT CONCRETE BRIDGE OVER CANEY CREEK
 CR0683'(NORTH FORK).
 CR0683
 CR0683                          STATION RECOVERY (2004)
 CR0683
 CR0683'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1114 ***********************************************************************
 BY1114  DESIGNATION -  G 995
 BY1114  PID         -  BY1114
 BY1114  STATE/COUNTY-  TX/NACOGDOCHES
 BY1114  USGS QUAD   -  APPLEBY (1983)
 BY1114
 BY1114                         *CURRENT SURVEY CONTROL
 BY1114  ___________________________________________________________________
 BY1114* NAD 83(1986)-  31 43 24.     (N)    094 36 58.     (W)     SCALED    
 BY1114* NAVD 88     -       126.579  (meters)     415.28   (feet)  ADJUSTED  
 BY1114  ___________________________________________________________________
 BY1114  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BY1114  DYNAMIC HT  -         126.423 (meters)     414.77  (feet)  COMP
 BY1114  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 BY1114  OBS GRAVITY -     979,415.2   (mgal)                       GRAV_OBS
 BY1114
 BY1114  VERT ORDER  -  FIRST     CLASS II
 BY1114
 BY1114.The horizontal coordinates were scaled from a topographic map and have
 BY1114.an estimated accuracy of +/- 6 seconds.
 BY1114
 BY1114.The orthometric height was determined by differential leveling
 BY1114.and adjusted by the National Geodetic Survey in June 1991..
 BY1114
 BY1114.The geoid height was determined by GEOID03.
 BY1114
 BY1114.The dynamic height is computed by dividing the NAVD 88
 BY1114.geopotential number by the normal gravity value computed on the
 BY1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1114.degrees latitude (g = 980.6199 gals.).
 BY1114
 BY1114.The modeled gravity was interpolated from observed gravity values.
 BY1114.The observed gravity was obtained from relative gravimeter ties
 BY1114.to the IGSN71 gravity network.
 BY1114
 BY1114;                    North         East    Units  Estimated Accuracy
 BY1114;SPC TX C     - 3,241,920.    1,241,600.      MT  (+/- 180 meters Scaled)
 BY1114
 BY1114                          SUPERSEDED SURVEY CONTROL
 BY1114
 BY1114  NGVD 29 (??/??/92)  126.582  (m)          415.29   (f) ADJ UNCH    1 2
 BY1114
 BY1114.Superseded values are not recommended for survey control.
 BY1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1114.See file dsdata.txt to determine how the superseded data were derived.
 BY1114
 BY1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR468109(NAD 83)
 BY1114_MARKER: DB = BENCH MARK DISK
 BY1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1114_STAMPING: G 995 1949
 BY1114_PROJECTION: FLUSH
 BY1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1114+STABILITY: SURFACE MOTION
 BY1114
 BY1114  HISTORY     - Date     Condition        Report By
 BY1114  HISTORY     - 1949     MONUMENTED       CGS
 BY1114  HISTORY     - 1979     GOOD             NGS
 BY1114  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 BY1114  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1114
 BY1114                          STATION DESCRIPTION
 BY1114
 BY1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1114'2.15 MI SW FROM APPLEBY.
 BY1114'0.1 MILE NORTH ALONG A DIRT ROAD FROM THE CROSSING OF RAILROAD AND THE
 BY1114'MAIN ROAD AT APPLEBY, THENCE 1 BLOCK EAST AND 1.1 MILES NORTH ALONG A
 BY1114'DIRT ROAD, THENCE 0.95 MILE SOUTHWEST ALONG U.S. HIGHWAY 59, AT THE
 BY1114'CROSSING OF THE HIGHWAY AND A NORTHSOUTH ROAD, ABOUT 300.0 FEET
 BY1114'NORTHEAST OF AND ACROSS THE HIGHWAY FROM GREER GROCERY AND MARKET, AT
 BY1114'THE FARM HOME OF G.L. SHUMATE WHICH IS OCCUPIED BY RAYMOND WIGGINS,
 BY1114'120.0 FEET EAST OF THE CENTER LINE OF NORTH-SOUTH ROAD, 110.0 FEET
 BY1114'SOUTHWEST OF THE SOUTHEAST END OF A SMALL CONCRETE CULVERT UNDER U.S.
 BY1114'HIGHWAY 59, 85.0 FEET NORTH OF THE NORTH CORNER OF THE FARMHOUSE, 51.0
 BY1114'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9.6 FEET NORTHEAST
 BY1114'OF APOWER POLE, 2.0 FEET SOUTHEAST OF A REFERENCE POST, 1.0 FOOT
 BY1114'SOUTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY1114'0.4 FOOT ABOVE THE GROUND.
 BY1114
 BY1114                          STATION RECOVERY (1979)
 BY1114
 BY1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1114'0.35 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY1114'ROAD 941 IN APPLEBY, 120 FT. EAST OF THE CENTERLINE OF A DIRT ROAD,
 BY1114'110 FT. SOUTHWEST OF THE SOUTHEAST END OF A SMALL CONCRETE CULVERT
 BY1114'UNDER THE HIGHWAY, 9.6 FT. NORTHEAST OF A POWERLINE POLE.
 BY1114'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 BY1114'THE MARK IS 4 FT BELOW THE HIGHWAY.
 BY1114
 BY1114                          STATION RECOVERY (1992)
 BY1114
 BY1114'RECOVERY NOTE BY US POWER SQUADRON 1992
 BY1114'MARK NOT FOUND.
 BY1114
 BY1114                          STATION RECOVERY (1998)
 BY1114
 BY1114'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1005 ***********************************************************************
 CR1005  DESIGNATION -  G 996
 CR1005  PID         -  CR1005
 CR1005  STATE/COUNTY-  TX/VAN ZANDT
 CR1005  USGS QUAD   -  CANTON (1981)
 CR1005
 CR1005                         *CURRENT SURVEY CONTROL
 CR1005  ___________________________________________________________________
 CR1005* NAD 83(1986)-  32 33 31.     (N)    095 52 09.     (W)     SCALED    
 CR1005* NAVD 88     -       146.305  (meters)     480.00   (feet)  ADJUSTED  
 CR1005  ___________________________________________________________________
 CR1005  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR1005  DYNAMIC HT  -         146.138 (meters)     479.45  (feet)  COMP
 CR1005  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 CR1005
 CR1005  VERT ORDER  -  SECOND    CLASS 0
 CR1005
 CR1005.The horizontal coordinates were scaled from a topographic map and have
 CR1005.an estimated accuracy of +/- 6 seconds.
 CR1005
 CR1005.The orthometric height was determined by differential leveling
 CR1005.and adjusted by the National Geodetic Survey in June 1991..
 CR1005
 CR1005.The geoid height was determined by GEOID03.
 CR1005
 CR1005.The dynamic height is computed by dividing the NAVD 88
 CR1005.geopotential number by the normal gravity value computed on the
 CR1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR1005.degrees latitude (g = 980.6199 gals.).
 CR1005
 CR1005.The modeled gravity was interpolated from observed gravity values.
 CR1005
 CR1005;                    North         East    Units  Estimated Accuracy
 CR1005;SPC TXNC     - 2,102,000.      847,030.      MT  (+/- 180 meters Scaled)
 CR1005
 CR1005                          SUPERSEDED SURVEY CONTROL
 CR1005
 CR1005  NGVD 29 (??/??/92)  146.31   (m)          480.0    (f) COMPUTED    2 0
 CR1005
 CR1005.Superseded values are not recommended for survey control.
 CR1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1005.See file dsdata.txt to determine how the superseded data were derived.
 CR1005
 CR1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS306059(NAD 83)
 CR1005_MARKER: DB = BENCH MARK DISK
 CR1005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR1005_SP_SET: BRIDGE
 CR1005_STAMPING: G 996 1948
 CR1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1005
 CR1005  HISTORY     - Date     Condition        Report By
 CR1005  HISTORY     - 1948     MONUMENTED       CGS
 CR1005  HISTORY     - 1955     GOOD             NGS
 CR1005  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 CR1005
 CR1005                          STATION DESCRIPTION
 CR1005
 CR1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR1005'0.4 MI NW FROM CANTON.
 CR1005'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 64 FROM THE COURTHOUSE AT
 CR1005'CANTON, 18.4 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.6
 CR1005'FOOT SOUTHEAST OF THE NORTHWEST END OF AND SET IN THE TOP OF THE
 CR1005'NORTHEAST HEADWALL OF A 45-FOOT 5-CHANNEL CONCRETE BRIDGE.
 CR1005
 CR1005                          STATION RECOVERY (1955)
 CR1005
 CR1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 CR1005'RECOVERED IN GOOD CONDITION.
 CR1005
 CR1005                          STATION RECOVERY (1995)
 CR1005
 CR1005'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1006 ***********************************************************************
 CR1006  DESIGNATION -  G 996 RESET 1955
 CR1006  PID         -  CR1006
 CR1006  STATE/COUNTY-  TX/VAN ZANDT
 CR1006  USGS QUAD   -  CANTON (1981)
 CR1006
 CR1006                         *CURRENT SURVEY CONTROL
 CR1006  ___________________________________________________________________
 CR1006* NAD 83(1986)-  32 33 31.     (N)    095 52 09.     (W)     SCALED    
 CR1006* NAVD 88     -       146.66   (+/-2cm)     481.2    (feet)  VERTCON   
 CR1006  ___________________________________________________________________
 CR1006  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR1006
 CR1006  VERT ORDER  -  THIRD (See Below)
 CR1006
 CR1006.The horizontal coordinates were scaled from a topographic map and have
 CR1006.an estimated accuracy of +/- 6 seconds.
 CR1006
 CR1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR1006.The vertical order pertains to the NGVD 29 superseded value.
 CR1006
 CR1006.The geoid height was determined by GEOID03.
 CR1006
 CR1006;                    North         East    Units  Estimated Accuracy
 CR1006;SPC TXNC     - 2,102,000.      847,030.      MT  (+/- 180 meters Scaled)
 CR1006
 CR1006                          SUPERSEDED SURVEY CONTROL
 CR1006
 CR1006  NGVD 29 (??/??/??)  146.67   (m)          481.2    (f) RESET       3  
 CR1006
 CR1006.Superseded values are not recommended for survey control.
 CR1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1006.See file dsdata.txt to determine how the superseded data were derived.
 CR1006
 CR1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS306059(NAD 83)
 CR1006_MARKER: DB = BENCH MARK DISK
 CR1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR1006_STAMPING: G 996 RESET 1955
 CR1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1006+STABILITY: SURFACE MOTION
 CR1006
 CR1006  HISTORY     - Date     Condition        Report By
 CR1006  HISTORY     - 1955     MONUMENTED       CGS
 CR1006  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 CR1006
 CR1006                          STATION DESCRIPTION
 CR1006
 CR1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CR1006'0.4 MI NW FROM CANTON.
 CR1006'ABOUT 0.4 MILE NORTHWEST ALONG HIGHWAY NO. 64 FROM THE COURT HOUSE IN
 CR1006'CANTON, ABOUT 50 YARDS EAST OF A CONCRETE CULVERT, 20 FEET NORTHEAST
 CR1006'OF THE CENTERLINE OF A DRIVE LEADING UP THE STEEP SLOPE TO A RED STONE
 CR1006'HOUSE.  IT IS 8 FEET NORTHWEST OF A 14 INCH ELM TREE AND AT THE WEST
 CR1006'BASE OF THE STEEP SLOPE TO THE HOUSE.  A STANDARD DISK STAMPED G 996
 CR1006'RESET 1955 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 CR1006'INCHES.
 CR1006
 CR1006                          STATION RECOVERY (1995)
 CR1006
 CR1006'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0973 ***********************************************************************
 CR0973  DESIGNATION -  G 997
 CR0973  PID         -  CR0973
 CR0973  STATE/COUNTY-  TX/VAN ZANDT
 CR0973  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR0973
 CR0973                         *CURRENT SURVEY CONTROL
 CR0973  ___________________________________________________________________
 CR0973* NAD 83(1986)-  32 32 54.     (N)    095 57 24.     (W)     SCALED    
 CR0973* NAVD 88     -       151.419  (meters)     496.78   (feet)  ADJUSTED  
 CR0973  ___________________________________________________________________
 CR0973  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0973  DYNAMIC HT  -         151.247 (meters)     496.22  (feet)  COMP
 CR0973  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 CR0973
 CR0973  VERT ORDER  -  SECOND    CLASS 0
 CR0973
 CR0973.The horizontal coordinates were scaled from a topographic map and have
 CR0973.an estimated accuracy of +/- 6 seconds.
 CR0973
 CR0973.The orthometric height was determined by differential leveling
 CR0973.and adjusted by the National Geodetic Survey in June 1991..
 CR0973
 CR0973.The geoid height was determined by GEOID03.
 CR0973
 CR0973.The dynamic height is computed by dividing the NAVD 88
 CR0973.geopotential number by the normal gravity value computed on the
 CR0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0973.degrees latitude (g = 980.6199 gals.).
 CR0973
 CR0973.The modeled gravity was interpolated from observed gravity values.
 CR0973
 CR0973;                    North         East    Units  Estimated Accuracy
 CR0973;SPC TXNC     - 2,100,660.      838,840.      MT  (+/- 180 meters Scaled)
 CR0973
 CR0973                          SUPERSEDED SURVEY CONTROL
 CR0973
 CR0973  NGVD 29 (??/??/92)  151.431  (m)          496.82   (f) ADJ UNCH    2 0
 CR0973
 CR0973.Superseded values are not recommended for survey control.
 CR0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0973.See file dsdata.txt to determine how the superseded data were derived.
 CR0973
 CR0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS223050(NAD 83)
 CR0973_MARKER: DB = BENCH MARK DISK
 CR0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0973_STAMPING: G 997 1948
 CR0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0973+STABILITY: SURFACE MOTION
 CR0973
 CR0973  HISTORY     - Date     Condition        Report By
 CR0973  HISTORY     - 1948     MONUMENTED       CGS
 CR0973  HISTORY     - 19950914 GOOD             USPSQD
 CR0973
 CR0973                          STATION DESCRIPTION
 CR0973
 CR0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0973'5.0 MI W FROM CANTON.
 CR0973'5.0 MILES WEST ALONG STATE HIGHWAY 243 FROM THE JUNCTION OF STATE
 CR0973'HIGHWAYS 198 AND 243 AT THE SOUTH EDGE OF CANTON, 0.4 MILE EAST OF A
 CR0973'ROAD INTERSECTION, 68.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CR0973'35.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FEDERAL AID PROJECT
 CR0973'MONUMENT DESIGNATED AS STATION 384 + 00, 33.6 FEET WEST OF CONCRETE
 CR0973'RIGHT-OF-WAY STATION MARKER 384, 18.2 FEET EAST OF A 30-INCH OAK TREE,
 CR0973'1.6 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 CR0973'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CR0973
 CR0973                          STATION RECOVERY (1995)
 CR0973
 CR0973'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0642 ***********************************************************************
 CR0642  DESIGNATION -  G 998
 CR0642  PID         -  CR0642
 CR0642  STATE/COUNTY-  TX/VAN ZANDT
 CR0642  USGS QUAD   -  PHALBA (1984)
 CR0642
 CR0642                         *CURRENT SURVEY CONTROL
 CR0642  ___________________________________________________________________
 CR0642* NAD 83(1986)-  32 25 24.     (N)    095 58 45.     (W)     SCALED    
 CR0642* NAVD 88     -       135.746  (meters)     445.36   (feet)  ADJUSTED  
 CR0642  ___________________________________________________________________
 CR0642  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CR0642  DYNAMIC HT  -         135.590 (meters)     444.85  (feet)  COMP
 CR0642  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CR0642
 CR0642  VERT ORDER  -  SECOND    CLASS 0
 CR0642
 CR0642.The horizontal coordinates were scaled from a topographic map and have
 CR0642.an estimated accuracy of +/- 6 seconds.
 CR0642
 CR0642.The orthometric height was determined by differential leveling
 CR0642.and adjusted by the National Geodetic Survey in June 1991..
 CR0642
 CR0642.The geoid height was determined by GEOID03.
 CR0642
 CR0642.The dynamic height is computed by dividing the NAVD 88
 CR0642.geopotential number by the normal gravity value computed on the
 CR0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0642.degrees latitude (g = 980.6199 gals.).
 CR0642
 CR0642.The modeled gravity was interpolated from observed gravity values.
 CR0642
 CR0642;                    North         East    Units  Estimated Accuracy
 CR0642;SPC TXNC     - 2,086,750.      837,060.      MT  (+/- 180 meters Scaled)
 CR0642
 CR0642                          SUPERSEDED SURVEY CONTROL
 CR0642
 CR0642  NGVD 29 (??/??/92)  135.755  (m)          445.39   (f) ADJ UNCH    2 0
 CR0642
 CR0642.Superseded values are not recommended for survey control.
 CR0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0642.See file dsdata.txt to determine how the superseded data were derived.
 CR0642
 CR0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR198912(NAD 83)
 CR0642_MARKER: DB = BENCH MARK DISK
 CR0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0642_STAMPING: G 998 1948
 CR0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0642+STABILITY: SURFACE MOTION
 CR0642
 CR0642  HISTORY     - Date     Condition        Report By
 CR0642  HISTORY     - 1948     MONUMENTED       CGS
 CR0642  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 CR0642
 CR0642                          STATION DESCRIPTION
 CR0642
 CR0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0642'5.0 MI SW FROM JACKSON.
 CR0642'5.0 MILES SOUTHWEST ALONG STATE HIGHWAY 198 FROM THE ELEMENTARY SCHOOL
 CR0642'AT JACKSON, 0.25 MILE NORTHEAST OF PHALBA BAPTIST CHURCH, AT A ROAD
 CR0642'INTERSECTION, IN THE CENTER OF A TRIANGULAR PLOT OF GROUND FORMED BY
 CR0642'THE INTERSECTION, 114.0 FEET WEST OF THE CENTER OF A WELL AT AN
 CR0642'ABANDONED FARMYARD SITE, 81.4 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CR0642'HIGHWAY, 80.0 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING EAST,
 CR0642'44.0 FEET WEST OF THE CENTER LINE OF A ROAD LEADING NORTH, 1.5 FEET
 CR0642'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CR0642'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0642
 CR0642                          STATION RECOVERY (1995)
 CR0642
 CR0642'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0810 ***********************************************************************
 BY0810  DESIGNATION -  G 999
 BY0810  PID         -  BY0810
 BY0810  STATE/COUNTY-  TX/TRINITY
 BY0810  USGS QUAD   -  TREVAT (1980)
 BY0810
 BY0810                         *CURRENT SURVEY CONTROL
 BY0810  ___________________________________________________________________
 BY0810* NAD 83(1986)-  31 07 00.     (N)    094 55 54.     (W)     SCALED    
 BY0810* NAVD 88     -        68.83   (+/-2cm)     225.8    (feet)  VERTCON   
 BY0810  ___________________________________________________________________
 BY0810  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BY0810
 BY0810  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0810
 BY0810.The horizontal coordinates were scaled from a topographic map and have
 BY0810.an estimated accuracy of +/- 6 seconds.
 BY0810
 BY0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0810.The vertical order pertains to the NGVD 29 superseded value.
 BY0810
 BY0810.The geoid height was determined by GEOID03.
 BY0810
 BY0810;                    North         East    Units  Estimated Accuracy
 BY0810;SPC TX C     - 3,173,250.    1,214,990.      MT  (+/- 180 meters Scaled)
 BY0810
 BY0810                          SUPERSEDED SURVEY CONTROL
 BY0810
 BY0810  NGVD 29 (??/??/92)   68.859  (m)          225.91   (f) ADJ UNCH    2 0
 BY0810
 BY0810.Superseded values are not recommended for survey control.
 BY0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0810.See file dsdata.txt to determine how the superseded data were derived.
 BY0810
 BY0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ158441(NAD 83)
 BY0810_MARKER: DB = BENCH MARK DISK
 BY0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0810_STAMPING: G 999 1948
 BY0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0810+STABILITY: SURFACE MOTION
 BY0810
 BY0810  HISTORY     - Date     Condition        Report By
 BY0810  HISTORY     - 1948     MONUMENTED       CGS
 BY0810
 BY0810                          STATION DESCRIPTION
 BY0810
 BY0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0810'15.5 MI N FROM WOODLAKE.
 BY0810'3.6 MILES EAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE AT
 BY0810'WOODLAKE, THENCE 9.1 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 2.8
 BY0810'MILES NORTH ALONG A TRAIL, AT A T ROAD JUNCTION, 113.7 FEET WEST OF
 BY0810'THE EXTENDED CENTER LINE OF THE ROAD LEADING NORTH, 47.0 FEET EAST OF
 BY0810'THE CENTER LINE THE TRAIL LEADING SOUTH, 34.4 FEET SOUTH OF THE CENTER
 BY0810'LINE OF THE ROAD LEADING WEST, 9.3 FEET NORTHWEST OF A 14-INCH OAK
 BY0810'TREE WITH A TRIANGULAR BLAZE, 2.0 FEET SOUTHWEST OF A REFERENCE POST,
 BY0810'SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1090 ***********************************************************************
 CU1090  DESIGNATION -  G10 SEC
 CU1090  PID         -  CU1090
 CU1090  STATE/COUNTY-  TX/HOWARD
 CU1090  USGS QUAD   -  FORSAN (1971)
 CU1090
 CU1090                         *CURRENT SURVEY CONTROL
 CU1090  ___________________________________________________________________
 CU1090* NAD 83(1993)-  32 05 26.80214(N)    101 19 50.29177(W)     ADJUSTED  
 CU1090* NAVD 88     -       839.4    (meters)    2754.     (feet)  VERTCON   
 CU1090  ___________________________________________________________________
 CU1090  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CU1090  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CU1090
 CU1090  HORZ ORDER  -  THIRD
 CU1090  VERT ORDER  -  THIRD ? (See Below)
 CU1090
 CU1090.The horizontal coordinates were established by classical geodetic methods
 CU1090.and adjusted by the National Geodetic Survey in February 1996..
 CU1090
 CU1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1090.The vertical order pertains to the NGVD 29 superseded value.
 CU1090
 CU1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1090
 CU1090.The geoid height was determined by GEOID03.
 CU1090
 CU1090;                    North         East     Units Scale Factor Converg.
 CU1090;SPC TXNC     - 2,050,631.162   332,817.232   MT  1.00001206   -1 32 37.7
 CU1090;SPC TXNC     - 6,727,779.07  1,091,917.87   sFT  1.00001206   -1 32 37.7
 CU1090;SPC TX C     - 3,269,165.904   605,850.042   MT  1.00006232   -0 30 49.2
 CU1090;SPC TX C     -10,725,588.47  1,987,693.01   sFT  1.00006232   -0 30 49.2
 CU1090;UTM  14      - 3,552,875.268   280,049.469   MT  1.00019665   -1 14 19.2
 CU1090
 CU1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1090!SPC TXNC     -   0.99987216  x   1.00001206  =   0.99988421
 CU1090!SPC TX C     -   0.99987216  x   1.00006232  =   0.99993447
 CU1090!UTM  14      -   0.99987216  x   1.00019665  =   1.00006878
 CU1090
 CU1090                          SUPERSEDED SURVEY CONTROL
 CU1090
 CU1090  NAD 83(1986)-  32 05 26.80682(N)    101 19 50.28546(W) AD(       ) 3
 CU1090  NAD 27      -  32 05 26.34546(N)    101 19 48.83282(W) AD(       ) 3
 CU1090  NGVD 29 (07/19/86)  839.2    (m)         2753.     (f) LEVELING    3  
 CU1090
 CU1090.Superseded values are not recommended for survey control.
 CU1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1090.See file dsdata.txt to determine how the superseded data were derived.
 CU1090
 CU1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA8004952875(NAD 83)
 CU1090_MARKER: DD = SURVEY DISK
 CU1090_SETTING: 66 = SET IN ROCK OUTCROP
 CU1090_SP_SET: SET IN BEDROCK
 CU1090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU1090+STABILITY: POSITION/ELEVATION WELL
 CU1090
 CU1090  HISTORY     - Date     Condition        Report By
 CU1090  HISTORY     - 1938     MONUMENTED       USGS
 CU1090  HISTORY     - 1962     GOOD             USGS
 CU1090
 CU1090                          STATION DESCRIPTION
 CU1090
 CU1090'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CU1090'STATION ORIGINALLY ESTABLISHED AS LEVEL BENCH MARK AND USED AS TT
 CU1090'STATION BY D. R. CABANISS, 1938.
 CU1090'
 CU1090'RECOVERED AND REDESCRIBED AS FOLLOWS
 CU1090'
 CU1090'STATION LOCATED 1.3 MI. S. AND 2.0 MI. E. OF FORSAN, ON TOP OF HILL,
 CU1090'200 FT. SSW. OF BLACK WOODEN STORAGE TANK, 64 FT. N. OF CENTERLINE
 CU1090'OF FARM TO MARKET ROAD 821.
 CU1090'
 CU1090'TO REACH FROM FORSAN POST OFFICE, GO 1.3 MI. S., TURN LEFT AND GO E.
 CU1090'2.0 MI. ALONG ROAD 821 TO TOP OF HILL AND STATION.
 CU1090'
 CU1090'STATION MARK--STANDARD TABLET SET IN BEDROCK, STAMPED ---G 10 1938
 CU1090'2753---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1826 ***********************************************************************
 AY1826  DESIGNATION -  GABRIEL
 AY1826  PID         -  AY1826
 AY1826  STATE/COUNTY-  TX/BEXAR
 AY1826  USGS QUAD   -  LA VERNIA SW (1992)
 AY1826
 AY1826                         *CURRENT SURVEY CONTROL
 AY1826  ___________________________________________________________________
 AY1826* NAD 83(1993)-  29 21 27.32499(N)    098 14 51.34050(W)     ADJUSTED  
 AY1826* NAVD 88     -       190.6    (meters)     625.     (feet)  VERTCON   
 AY1826  ___________________________________________________________________
 AY1826  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AY1826  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AY1826
 AY1826  HORZ ORDER  -  FIRST
 AY1826
 AY1826.The horizontal coordinates were established by classical geodetic methods
 AY1826.and adjusted by the National Geodetic Survey in February 1996..
 AY1826
 AY1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1826
 AY1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1826
 AY1826.The geoid height was determined by GEOID03.
 AY1826
 AY1826;                    North         East     Units Scale Factor Converg.
 AY1826;SPC TXSC     - 4,169,162.870   673,049.319   MT  0.99986332   +0 22 07.0
 AY1826;SPC TXSC     -13,678,328.52  2,208,162.64   sFT  0.99986332   +0 22 07.0
 AY1826;UTM  14      - 3,247,839.711   573,031.683   MT  0.99966581   +0 22 08.0
 AY1826
 AY1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1826!SPC TXSC     -   0.99997413  x   0.99986332  =   0.99983745
 AY1826!UTM  14      -   0.99997413  x   0.99966581  =   0.99963994
 AY1826
 AY1826:                Primary Azimuth Mark                     Grid Az
 AY1826:SPC TXSC     -  ST HEDWIG CATHOLIC CH SPIRE              031 08 04.3
 AY1826:UTM  14      -  ST HEDWIG CATHOLIC CH SPIRE              031 08 03.3
 AY1826
 AY1826|---------------------------------------------------------------------|
 AY1826| PID    Reference Object                     Distance      Geod. Az  |
 AY1826|                                                           dddmmss.s |
 AY1826| AY1829 ST HEDWIG CATHOLIC CH SPIRE         APPROX. 7.6 KM 0313011.3 |
 AY1826| CV4059 GABRIEL RM 1                         34.625 METERS 09414     |
 AY1826| CV4060 GABRIEL RM 2                         43.303 METERS 14158     |
 AY1826| CV4058 GABRIEL AZ MK                                      3560727.7 |
 AY1826|---------------------------------------------------------------------|
 AY1826
 AY1826                          SUPERSEDED SURVEY CONTROL
 AY1826
 AY1826  NAD 83(1986)-  29 21 27.33023(N)    098 14 51.32225(W) AD(       ) 1
 AY1826  NAD 27      -  29 21 26.47900(N)    098 14 50.28300(W) AD(       ) 1
 AY1826  NGVD 29 (07/28/98)  190.5    (m)          625.     (f) VERT ANG       
 AY1826
 AY1826.Superseded values are not recommended for survey control.
 AY1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1826.See file dsdata.txt to determine how the superseded data were derived.
 AY1826
 AY1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7303247840(NAD 83)
 AY1826_MARKER: DS = TRIANGULATION STATION DISK
 AY1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1826
 AY1826  HISTORY     - Date     Condition        Report By
 AY1826  HISTORY     - 1953     MONUMENTED       CGS
 AY1826  HISTORY     - 1956     GOOD             AMS
 AY1826  HISTORY     - 1961     GOOD             USGS
 AY1826
 AY1826                          STATION DESCRIPTION
 AY1826
 AY1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1826'THE STATION IS LOCATED ABOUT 12.5 MILES EAST OF SAN ANTONIO,
 AY1826'7.5 MILES WEST OF LAVERNIA, 3 MILES EAST OF THE VILLAGE OF
 AY1826'SAYERS, 2 MILES WEST OF THE BEXAR-WILSON COUNTY LINE, ON
 AY1826'THE WEST SIDE OF A DIRT ROAD AND IT IS IN EAST EDGE OF A
 AY1826'CULTIVATED FIELD JUST WEST OF A GROUP OF LARGE OAK TREES.
 AY1826'
 AY1826'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87
 AY1826'AND LOOP 13 IN EAST EDGE OF SAN ANTONIO, GO EASTERLY ON
 AY1826'HIGHWAY 87 FOR 9.2 MILES TO THE AZIMUTH MARK ON THE LEFT
 AY1826'AS DESCRIBED BELOW.  CONTINUE EAST ON HIGHWAY 87 FOR 0.4 MILE
 AY1826'TO CROSSROADS AT GRAMS MILLS (GRAMS GENERAL STORE AND SERVICE
 AY1826'STATION ON LEFT), TURN RIGHT, SOUTH, ON DIRT ROAD AND GO 0.7
 AY1826'MILE TO TOP OF GRADE AND THE STATION SITE ON THE RIGHT.
 AY1826'
 AY1826'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1826'POST SET 1.0 FOOT BELOW THE SURFACE.  IT IS 132 FEET NORTHWEST
 AY1826'OF THE CENTER LINE OF A DIRT ROAD AND IS STAMPED GABRIEL
 AY1826'1953.
 AY1826'
 AY1826'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AY1826'CONCRETE POST PROJECTING 6 INCHES.  IT IS 18 FEET NORTHWEST
 AY1826'OF THE CENTER LINE OF A DIRT ROAD IN A NORTHEAST-SOUTHWEST
 AY1826'FENCE LINE.  IT IS STAMPED GABRIEL NO. 1 1953.
 AY1826'
 AY1826'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AY1826'CONCRETE POST PROJECTING 4 INCHES.  IT IS 54 FEET SOUTHWEST
 AY1826'OF A 4 FOOT OAK TREE, 18 FEET NORTHWEST OF THE CENTER LINE
 AY1826'OF A DIRT ROAD AND IT IS STAMPED GABRIEL NO. 2 1953.
 AY1826'
 AY1826'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1826'POST PROJECTING 5 INCHES.  IT IS 51 FEET NORTH OF THE CENTER
 AY1826'LINE OF HIGHWAY 181, 2 FEET SOUTH OF THE RIGHT OF WAY FENCE
 AY1826'LINE, 2 FEET EAST OF A WITNESS POST AND IT IS STAMPED GABRIEL
 AY1826'1953.
 AY1826'
 AY1826'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AY1826
 AY1826                          STATION RECOVERY (1956)
 AY1826
 AY1826'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1826'THE STATION, A STANDARD TRIANGULATION DISK SET IN CONCRETE
 AY1826'POST 1 FOOT BELOW THE SURFACE, THE AZIMUTH MARK AND REFERENCE
 AY1826'MARKS WERE RECOVERED IN GOOD CONDITION.
 AY1826'
 AY1826'R.P. NO. 1 IS 158 FT. WSW OF CENTERLINE OF ROAD TO ESE AND
 AY1826'FENCE LINE, R.P. NO. 2 IS 221 FT. NNW OF, E EDGE OF NNE-SSW
 AY1826'ROAD AND CENTER OF DRIVE TO S.E. R.P. NO. 3 IS 192 FT. N.E.
 AY1826'OF CENTER OF PUMP ON OIL WELL.
 AY1826
 AY1826                          STATION RECOVERY (1961)
 AY1826
 AY1826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AY1826'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29098-2, STATION 1006.
 AY1826'THE FOLLOWING BY USGS, 1961
 AY1826'THE STATION MARK WAS FOUND IN GOOD CONDITION.  DIRT RD. AT STATION
 AY1826'SITE HAS BEEN PAVED.  THE REFERENCE MARKS WERE NOT LOCATED AFTER A
 AY1826'THOROUGH SEARCH OF THE STATION SITE AND WERE PROBABLY DISTURBED OR
 AY1826'DESTROYED DURING THE PAVING OF THE DIRT RD. AND THE WIDENING OF THE
 AY1826'RIGHT-OF-WAY.
 AY1826'STATION MARK--A STANDARD USC AND GS TRIANGULATION DISK SET IN A
 AY1826'CONCRETE POST PROJECTING 1.0 FT. BELOW THE GROUND AND STAMPED---
 AY1826'---GABRIEL, 1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0940 ***********************************************************************
 BM0940  DESIGNATION -  GABRIEL
 BM0940  PID         -  BM0940
 BM0940  STATE/COUNTY-  TX/WILLIAMSON
 BM0940  USGS QUAD   -  MAHOMET (1964)
 BM0940
 BM0940                         *CURRENT SURVEY CONTROL
 BM0940  ___________________________________________________________________
 BM0940* NAD 83(1993)-  30 45 42.38344(N)    097 53 57.46946(W)     ADJUSTED  
 BM0940* NAVD 88     -       368.4    (meters)    1209.     (feet)  VERTCON   
 BM0940  ___________________________________________________________________
 BM0940  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 BM0940  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 BM0940
 BM0940  HORZ ORDER  -  FIRST
 BM0940
 BM0940.The horizontal coordinates were established by classical geodetic methods
 BM0940.and adjusted by the National Geodetic Survey in February 1996..
 BM0940
 BM0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0940
 BM0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0940
 BM0940.The geoid height was determined by GEOID03.
 BM0940
 BM0940;                    North         East     Units Scale Factor Converg.
 BM0940;SPC TX C     - 3,123,947.171   932,992.593   MT  0.99989044   +1 15 13.2
 BM0940;SPC TX C     -10,249,150.01  3,060,993.20   sFT  0.99989044   +1 15 13.2
 BM0940;UTM  14      - 3,403,718.485   605,343.202   MT  0.99973689   +0 33 46.9
 BM0940
 BM0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0940!SPC TX C     -   0.99994620  x   0.99989044  =   0.99983665
 BM0940!UTM  14      -   0.99994620  x   0.99973689  =   0.99968311
 BM0940
 BM0940|---------------------------------------------------------------------|
 BM0940| PID    Reference Object                     Distance      Geod. Az  |
 BM0940|                                                           dddmmss.s |
 BM0940| CV4054 GABRIEL RM                           76.260 METERS 00432     |
 BM0940| BM0939 FLORENCE WATER TANK                 APPROX.13.6 KM 0491753.9 |
 BM0940| CV4056 GABRIEL RM 2                         22.790 METERS 17659     |
 BM0940| CV4055 GABRIEL RM 1                         24.085 METERS 19543     |
 BM0940| BN0589 BERTRAM CITY WATER TANK             APPROX.15.0 KM 2614712.7 |
 BM0940| CV4053 GABRIEL AZ MK                                      2785502.6 |
 BM0940| CV4057 GABRIEL RM 3                         26.885 METERS 28437     |
 BM0940|---------------------------------------------------------------------|
 BM0940
 BM0940                          SUPERSEDED SURVEY CONTROL
 BM0940
 BM0940  NAD 83(1986)-  30 45 42.39426(N)    097 53 57.45724(W) AD(       ) 1
 BM0940  NAD 27      -  30 45 41.72900(N)    097 53 56.38900(W) AD(       ) 1
 BM0940  NGVD 29 (07/19/86)  368.3    (m)         1208.     (f) VERT ANG       
 BM0940
 BM0940.Superseded values are not recommended for survey control.
 BM0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0940.See file dsdata.txt to determine how the superseded data were derived.
 BM0940
 BM0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV0534303718(NAD 83)
 BM0940_MARKER: DS = TRIANGULATION STATION DISK
 BM0940_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0940_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BM0940_PROJECTION: FLUSH
 BM0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0940
 BM0940  HISTORY     - Date     Condition        Report By
 BM0940  HISTORY     - 1902     MONUMENTED       CGS
 BM0940  HISTORY     - 1943     SEE DESCRIPTION  CGS
 BM0940  HISTORY     - 1962     GOOD             USGS
 BM0940
 BM0940                          STATION DESCRIPTION
 BM0940
 BM0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 BM0940'ABOUT 2 MILES, S 37 DEG W OF GABRIEL MILLS, ABOUT 650 YARDS
 BM0940'E OF THE GEORGETOWN-GABRIEL MILLS-LAMPASAS ROAD, ON SW POINT
 BM0940'OF WHAT IS KNOWN AS PILOT KNOB, ON LAND OF J.M. PEARSON,
 BM0940'AND THREE-FOURTHS OF A MILE W OF HIS HOUSE.  SURFACE MARK IS
 BM0940'NAIL IN TERRA-COTTA PIPE SET IN CONCRETE.  UNDERGROUND
 BM0940'MARK IS SIMILAR TO SURFACE MARK.  ONE REFERENCE MARK
 BM0940'OF SAME GENERAL TYPE AS SURFACE MARK, A NAIL IN A TERRA-COTTA PIPE,
 BM0940'IS WITNESSED BY TWO BOX-BLAZED TREES, ONE A POST OAK 8 INCHES
 BM0940'IN DIAMETER 8.36 METERS (27.4 FEET) N 86 DEG E, THE OTHER A
 BM0940'BLACK JACK 5 INCHES IN DIAMETER 4.94 METERS (16.2 FEET) S
 BM0940'18 DEG E.  AND IS 76.260 METERS (250.20 FEET) FROM STATION
 BM0940'N 4 DEG 32 MIN E.  OTHER REFERENCE MARK LOCATED AT
 BM0940'SW CORNER OF HILL AT FIRST BREAK IN HILL AND LINE OF ROCK,
 BM0940'IS A HOLE THREE-FOURTHS INCH IN DIAMETER AND SEVEN-EIGHTHS
 BM0940'INCH DEEP DRILLED IN HARD LIMESTONE ROCK AND SURROUNDED BY A
 BM0940'TRIANGLE WITH 3-INCH SIDES.  AND IS 24.067 METERS (78.96
 BM0940'FEET) FROM THE STATION S 15 DEG 39 MIN W.  THREE
 BM0940'BOX-BLAZED OAK TREES ARE AT THE FOLLOWING DISTANCES AND
 BM0940'DIRECTIONS FROM STATION--ONE, 6 INCHES IN DIAMETER, 15.83
 BM0940'METERS (51.9 FEET) N 42 DEG E.  ANOTHER, 14 INCHES IN
 BM0940'DIAMETER, 13.05 METERS (42.8 FEET) N 78 DEG E.  THE THIRD, 10
 BM0940'INCHES IN DIAMETER, 18.86 METERS (61.9 FEET) S 67 DEG E.
 BM0940'ELEVATION OF STATION, 368.3 METERS (1,208 FEET).
 BM0940
 BM0940                          STATION RECOVERY (1943)
 BM0940
 BM0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0940'SURFACE MARK WAS COMPLETELY DESTROYED AND ONLY BASE OF TILE OF
 BM0940'SUBSURFACE MARK WAS RECOVERED.  THIS WAS SOLIDLY CEMENTED IN
 BM0940'BEDROCK SO THAT A NEW BRONZE DISK WAS SET IN THE BROKEN OFF
 BM0940'TILE FOR AN UNDERGROUND MARK.  ONE OF THE REFERENCE MARKS
 BM0940'WAS RECOVERED AS DESCRIBED AS GIVEN BELOW.  THE REFERENCE
 BM0940'MARK SIMILAR TO STATION MARK WAS NOT FOUND.
 BM0940'
 BM0940'THE STATION IS ABOUT 8 MILES SW OF FLORENCE AND 8 MILES S OF
 BM0940'BRIGGS, ON A PROMINENT FLAT-TOPPED HILL, KNOWN AS PILOT KNOB.  IT
 BM0940'IS IN THE PASTURE LAND OF MR. PIERSON, WHO LIVES 3/4 MILE E OF
 BM0940'STATION.  THE STATION IS 50 FEET E OF THE W SLOPE OF THE HILL
 BM0940'AND IN A SMALL OPENING.  21 FEET E OF 10-INCH OAK.  A NEW
 BM0940'SURFACE MARK WAS ESTABLISHED.  THE MARK
 BM0940'PROJECTS 2 INCHES AND IS STAMPED GABRIEL 1902 1943.
 BM0940'
 BM0940'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED.  IT IS A
 BM0940'3/4-INCH DRILL HOLE IN HARD LIMESTONE ROCK SURROUNDED BY A
 BM0940'TRIANGLE 3 INCHES ON A SIDE.  IT IS SW OF THE STATION AT THE
 BM0940'BREAK OF THE HILL.  THE ROCK IS 3 FEET BY 8 FEET AND PROJECTS
 BM0940'3 FEET.
 BM0940'
 BM0940'REFERENCE MARK NO. 2, A BRONZE DISK SET IN A DRILL HOLE IN A
 BM0940'BOULDER WAS ESTABLISHED.  IT IS SW OF THE STATION NEAR THE
 BM0940'BREAK OF THE HILL AND ABOUT 6 FEET W OF A 12-INCH OAK.  THE
 BM0940'BOULDER PROJECTS 3 INCHES.  THE MARK IS STAMPED GABRIEL 1943.
 BM0940'
 BM0940'REFERENCE MARK NO. 3 WAS ESTABLISHED.  IT IS NW OF THE STATION
 BM0940'AT THE BREAK OF THE HILL.  MARK IS A BRONZE DISK SET IN A
 BM0940'DRILL HOLE IN A BOULDER 3 FEET BY 4 FEET WHICH PROJECTS 3 FEET.
 BM0940'THE DISK IS 3 INCHES LOWER THAN THE TOP OF THE BOULDER AND IS ON
 BM0940'THE E SIDE OF THE BOULDER.  THE MARK IS STAMPED GABRIEL 1943.
 BM0940'
 BM0940'AN AZIMUTH MARK WAS ESTABLISHED.  IT IS A BRONZE DISK SET IN
 BM0940'CONCRETE.  IT IS ABOUT 0.4 MILE NW OF
 BM0940'THE STATION, 78 FEET W OF T-ROAD.  THE MARK PROJECTS 8 INCHES
 BM0940'AND IS ON THE S EDGE OF THE TREES, 21 FEET W OF A 11-INCH POST
 BM0940'OAK.  IT IS REACHED FROM THE END OF THE TRUCK TRAVEL (ON ROUTE
 BM0940'TO STATION) BY GOING 0.4 MILE W ON THE ROAD TO THE T-ROAD.  THE
 BM0940'AZIMUTH MARK IS 78 FEET W OF THIS POINT.
 BM0940'
 BM0940'REACHED FROM GREEN CORNERS JUNCTIONS OF U.S. HIGHWAYS 195
 BM0940'AND 74 BY GOING S ON ROUTE 74 FOR 4.6 MILES TO CROSSROADS.  TURN
 BM0940'RIGHT ON GRAVEL ROAD AND GO 0.7 MILE TO WHERE MAIN ROAD TURNS
 BM0940'RIGHT AND A FARM ROAD CONTINUES STRAIGHT AHEAD THROUGH GATE,
 BM0940'THENCE LEFT ON MAIN-TRAVELED ROAD FOR 0.4 MILE TO FARM BUILDINGS
 BM0940'OF MR. PIERSONS, THENCE, RIGHT, W, ALONG THE N SIDE OF FENCE
 BM0940'AND FOLLOW LANE ROAD W FOR 0.6 MILE TO END OF TRUCK TRAVEL AT
 BM0940'NE END OF HILL.  THEN PACK TO STATION ABOUT 0.25 MILE SW.
 BM0940
 BM0940                          STATION RECOVERY (1962)
 BM0940
 BM0940'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BM0940'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30097-4, STATION 1001.
 BM0940'RECOVERED BY USGS IN 1962.
 BM0940'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN CONCRETE,
 BM0940'STAMPED---GABRIEL 1902 1943---.  MARK PROJECTS 2 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6439 ***********************************************************************
 AW6439  DESIGNATION -  GAD 1931
 AW6439  PID         -  AW6439
 AW6439  STATE/COUNTY-  TX/HARRIS
 AW6439  USGS QUAD   -  PASADENA (1995)
 AW6439
 AW6439                         *CURRENT SURVEY CONTROL
 AW6439  ___________________________________________________________________
 AW6439* NAD 83(1993)-  29 43 36.49316(N)    095 12 43.65822(W)     ADJUSTED  
 AW6439* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6439  ___________________________________________________________________
 AW6439  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6439  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6439
 AW6439  HORZ ORDER  -  THIRD
 AW6439
 AW6439.The horizontal coordinates were established by classical geodetic methods
 AW6439.and adjusted by the National Geodetic Survey in February 1996..
 AW6439
 AW6439.The orthometric height was scaled from a topographic map.
 AW6439
 AW6439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6439
 AW6439.The geoid height was determined by GEOID03.
 AW6439
 AW6439;                    North         East     Units Scale Factor Converg.
 AW6439;SPC TXSC     - 4,215,781.596   966,369.019   MT  0.99988655   +1 51 20.6
 AW6439;SPC TXSC     -13,831,276.79  3,170,495.69   sFT  0.99988655   +1 51 20.6
 AW6439;UTM  15      - 3,290,562.404   286,036.264   MT  1.00016489   -1 05 50.4
 AW6439
 AW6439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6439!SPC TXSC     -   1.00000427  x   0.99988655  =   0.99989082
 AW6439!UTM  15      -   1.00000427  x   1.00016489  =   1.00016916
 AW6439
 AW6439                          SUPERSEDED SURVEY CONTROL
 AW6439
 AW6439  NAD 83(1986)-  29 43 36.50827(N)    095 12 43.63898(W) AD(       ) 3
 AW6439  NAD 27      -  29 43 35.69050(N)    095 12 42.87986(W) AD(       ) 3
 AW6439
 AW6439.Superseded values are not recommended for survey control.
 AW6439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6439.See file dsdata.txt to determine how the superseded data were derived.
 AW6439
 AW6439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8603690562(NAD 83)
 AW6439_MARKER: N = NAIL
 AW6439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6439+STABILITY: SURFACE MOTION
 AW6439
 AW6439  HISTORY     - Date     Condition        Report By
 AW6439  HISTORY     - 1931     MONUMENTED       CGS
 AW6439  HISTORY     - 1934     GOOD             TXGS
 AW6439  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6439  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW6439
 AW6439                          STATION DESCRIPTION
 AW6439
 AW6439'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6439'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO. 1002+00.
 AW6439'STATION IS LOCATED ON N BANK OF BUFFALO BAYOU, 30 METERS TO
 AW6439'THE W OF CENTER LINE OF PASADENA FERRY ROAD, IN A STUMP-COVERED
 AW6439'PASTURE.  IT IS 29 METERS FROM THE SHORELINE TO THE S AND 115
 AW6439'METERS FROM A SMALL FRAME HOUSE TO THE N.
 AW6439'
 AW6439'STATION IS MARKED BY A NAIL SET IN THE TOP OF A 14-INCH
 AW6439'CYLINDER OF CONCRETE FLUSH WITH THE SURFACE OF GROUND.  A 2-INCH
 AW6439'IRON PIPE PROJECTING 15 INCHES ABOVE GROUND IS 1 FOOT FROM
 AW6439'STATION.
 AW6439
 AW6439                          STATION RECOVERY (1934)
 AW6439
 AW6439'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6439'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6439
 AW6439                          STATION RECOVERY (1952)
 AW6439
 AW6439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6439'STATION WAS NOT RECOVERED.  EVIDENCE POINTS TO ITS DESTRUCTION
 AW6439'DURING CONSTRUCTION OF THE WASHBURN TUNNEL.
 AW6439'
 AW6439'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
 AW6439
 AW6439                          STATION RECOVERY (1994)
 AW6439
 AW6439'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0928 ***********************************************************************
 BP0928  DESIGNATION -  GAGE
 BP0928  PID         -  BP0928
 BP0928  STATE/COUNTY-  TX/PRESIDIO
 BP0928  USGS QUAD   -  NOPAL (1972)
 BP0928
 BP0928                         *CURRENT SURVEY CONTROL
 BP0928  ___________________________________________________________________
 BP0928* NAD 83(1993)-  30 18 09.81203(N)    103 53 17.17896(W)     ADJUSTED  
 BP0928* NAVD 88     -      1524.     (meters)    5000.     (feet)  SCALED    
 BP0928  ___________________________________________________________________
 BP0928  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 BP0928  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BP0928
 BP0928  HORZ ORDER  -  SECOND
 BP0928
 BP0928.The horizontal coordinates were established by classical geodetic methods
 BP0928.and adjusted by the National Geodetic Survey in February 1996..
 BP0928
 BP0928.The orthometric height was scaled from a topographic map.
 BP0928
 BP0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0928
 BP0928.The geoid height was determined by GEOID03.
 BP0928
 BP0928;                    North         East     Units Scale Factor Converg.
 BP0928;SPC TXSC     - 4,283,511.360   129,937.179   MT  1.00000566   -2 23 41.1
 BP0928;SPC TXSC     -14,053,486.85    426,302.23   sFT  1.00000566   -2 23 41.1
 BP0928;SPC TX C     - 3,075,974.290   358,132.462   MT  0.99995554   -1 49 51.3
 BP0928;SPC TX C     -10,091,758.98  1,174,972.92   sFT  0.99995554   -1 49 51.3
 BP0928;UTM  13      - 3,352,854.061   606,916.012   MT  0.99974102   +0 33 39.9
 BP0928
 BP0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0928!SPC TXSC     -   0.99976411  x   1.00000566  =   0.99976977
 BP0928!SPC TX C     -   0.99976411  x   0.99995554  =   0.99971966
 BP0928!UTM  13      -   0.99976411  x   0.99974102  =   0.99950519
 BP0928
 BP0928|---------------------------------------------------------------------|
 BP0928| PID    Reference Object                     Distance      Geod. Az  |
 BP0928|                                                           dddmmss.s |
 BP0928| CH9400 GAGE RM 1                            10.378 METERS 06532     |
 BP0928| CH9399 GAGE AZ MK                                         2664710.2 |
 BP0928| CH9401 GAGE RM 2                            22.329 METERS 35311     |
 BP0928|---------------------------------------------------------------------|
 BP0928
 BP0928                          SUPERSEDED SURVEY CONTROL
 BP0928
 BP0928  NAD 83(1986)-  30 18 09.80894(N)    103 53 17.17602(W) AD(       ) 2
 BP0928  NAD 27      -  30 18 09.23300(N)    103 53 15.53000(W) AD(       ) 2
 BP0928
 BP0928.Superseded values are not recommended for survey control.
 BP0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0928.See file dsdata.txt to determine how the superseded data were derived.
 BP0928
 BP0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0691652854(NAD 83)
 BP0928_MARKER: DS = TRIANGULATION STATION DISK
 BP0928_SETTING: 66 = SET IN ROCK OUTCROP
 BP0928
 BP0928  HISTORY     - Date     Condition        Report By
 BP0928  HISTORY     - 1942     MONUMENTED       CGS
 BP0928
 BP0928                          STATION DESCRIPTION
 BP0928
 BP0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0928'STATION IS LOCATED ON THE GAGE RANCH, BY AIR LINE DISTANCES,
 BP0928'ABOUT 8 MILES E OF MARFA, 14-1/2 MILES WSW OF ALPINE AND
 BP0928'1-1/4 MILES N OF U.S. HIGHWAY 90.  IT IS ABOUT 1/2 MILE E OF THE
 BP0928'GAGE RANCH HOUSE, ON THE SUMMIT OF A LOW BOULDER COVERED BENCH.
 BP0928'
 BP0928'THE STATION IS ABOUT 100 YARDS S OF THE POWER LINE, AND ABOUT
 BP0928'100 FEET S OF THE N END OF THE HILL.  MARKED BY A STANDARD
 BP0928'DISK, STAMPED GAGE 1942, SET IN A DRILL HOLE IN OUTCROPPING
 BP0928'BEDROCK.
 BP0928'
 BP0928'NO UNDERGROUND MARK WAS ESTABLISHED.
 BP0928'
 BP0928'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED GAGE NO.
 BP0928'1 1942, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS EMBEDDED
 BP0928'IN THE GROUND.
 BP0928'
 BP0928'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED GAGE NO. 2
 BP0928'1942, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS EMBEDDED
 BP0928'IN THE GROUND.
 BP0928'
 BP0928'THE AZIMUTH MARK IS 15 FEET NE OF A CONCRETE WATER TANK,
 BP0928'ABOUT 100 YARDS ENE OF THE RANCH HOUSE, 55 FEET SSW OF A GATE.
 BP0928'IT IS A STANDARD DISK, STAMPED GAGE 1942, SET IN TOP OF THE NE
 BP0928'ONE OF TWO CONCRETE WALLS, 1 FOOT NW OF THE SE END OF THE
 BP0928'WALL.  THIS WALL IS ABOUT 1 FOOT BY 6 FEET AND PROJECTS
 BP0928'ABOUT 6 INCHES ABOVE THE GROUND.
 BP0928'
 BP0928'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF U.S.
 BP0928'HIGHWAY 90 AND THE MAIN STREET IN MARFA, GO E ON U.S. HIGHWAY
 BP0928'90, TOWARD ALPINE 6.4 MILES, TURN LEFT, CROSS RAILROAD AT NOPAL
 BP0928'SWITCH, AND FOLLOW ROAD ALONG N SIDE OF RAILROAD FOR 0.2
 BP0928'MILE.  PASS THROUGH CATTLE GUARD IN RAILROAD RIGHT-OF-WAY
 BP0928'FENCE, CONTINUE 0.1 MILE, THENCE RIGHT FORK AND CONTINUE NE
 BP0928'ON MAIN-TRAVELED ROAD 2.0 MILES TO THE GAGE RANCH.  GO THROUGH
 BP0928'GATE SE OF THE HOUSE, AND GO NE 0.25 MILE ALONG ROAD, THENCE
 BP0928'RIGHT ON TRACK ROAD ALONG POWER LINE 0.25 MILE, THENCE RIGHT
 BP0928'0.05 MILE TO TOP OF LOW HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1891 ***********************************************************************
 FL1891  DESIGNATION -  GAGEBY
 FL1891  PID         -  FL1891
 FL1891  STATE/COUNTY-  TX/WHEELER
 FL1891  USGS QUAD   -  ALLISON SW (1963)
 FL1891
 FL1891                         *CURRENT SURVEY CONTROL
 FL1891  ___________________________________________________________________
 FL1891* NAD 83(1993)-  35 36 04.21310(N)    100 12 46.67246(W)     ADJUSTED  
 FL1891* NAVD 88     -       832.     (meters)    2730.     (feet)  SCALED    
 FL1891  ___________________________________________________________________
 FL1891  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 FL1891  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FL1891
 FL1891  HORZ ORDER  -  SECOND
 FL1891
 FL1891.The horizontal coordinates were established by classical geodetic methods
 FL1891.and adjusted by the National Geodetic Survey in February 1996..
 FL1891
 FL1891.The orthometric height was scaled from a topographic map.
 FL1891
 FL1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1891
 FL1891.The geoid height was determined by GEOID03.
 FL1891
 FL1891;                    North         East     Units Scale Factor Converg.
 FL1891;SPC TX N     - 1,178,388.119   316,612.245   MT  0.99991597   +0 44 45.2
 FL1891;SPC TX N     - 3,866,095.02  1,038,752.01   sFT  0.99991597   +0 44 45.2
 FL1891;UTM  14      - 3,940,390.974   390,127.925   MT  0.99974876   -0 42 22.3
 FL1891
 FL1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1891!SPC TX N     -   0.99987369  x   0.99991597  =   0.99978967
 FL1891!UTM  14      -   0.99987369  x   0.99974876  =   0.99962248
 FL1891
 FL1891:                Primary Azimuth Mark                     Grid Az
 FL1891:SPC TX N     -  GAGEBY AZ MK                             019 52 15.2
 FL1891:UTM  14      -  GAGEBY AZ MK                             021 19 22.7
 FL1891
 FL1891|---------------------------------------------------------------------|
 FL1891| PID    Reference Object                     Distance      Geod. Az  |
 FL1891|                                                           dddmmss.s |
 FL1891| CK9663 GAGEBY AZ MK                                       0203700.4 |
 FL1891| CK9665 GAGEBY RM 2                           6.432 METERS 04922     |
 FL1891| CK9664 GAGEBY RM 1                           7.173 METERS 34034     |
 FL1891|---------------------------------------------------------------------|
 FL1891
 FL1891                          SUPERSEDED SURVEY CONTROL
 FL1891
 FL1891  NAD 83(1993)-  35 36 04.21337(N)    100 12 46.67215(W) AD(       ) 2
 FL1891  NAD 83(1986)-  35 36 04.21737(N)    100 12 46.66143(W) AD(       ) 2
 FL1891  NAD 27      -  35 36 04.05300(N)    100 12 45.22400(W) AD(       ) 2
 FL1891
 FL1891.Superseded values are not recommended for survey control.
 FL1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1891.See file dsdata.txt to determine how the superseded data were derived.
 FL1891
 FL1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE9012840391(NAD 83)
 FL1891_MARKER: DS = TRIANGULATION STATION DISK
 FL1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1891
 FL1891  HISTORY     - Date     Condition        Report By
 FL1891  HISTORY     - 1951     MONUMENTED       CGS
 FL1891
 FL1891                          STATION DESCRIPTION
 FL1891
 FL1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1891'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF WHEELER.
 FL1891'6 MILES WEST OF ALLISON.  4 MILES EAST-NORTHEAST OF BRISCOE.
 FL1891'6 FEET SOUTHEAST OF A WITNESS POST AND ON THE SUMMIT OF A
 FL1891'TERRACED HILL.  IT IS ON LAND OWNED BY MR. ZYBACK.  THE MARK
 FL1891'IS A BRONZE DISK STAMPED GAGEBY 1950, AND SET IN A CONCRETE
 FL1891'POST WHICH IS FLUSH WITH THE GROUND.
 FL1891'
 FL1891'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED GAGEBY NO 1 1950,
 FL1891'AND SET IN A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FL1891'
 FL1891'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED GAGEBY NO 2 1950,
 FL1891'AND SET IN A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FL1891'
 FL1891'THE AZIMUTH MARK IS 59 FEET SOUTH OF A GRAVELED ROAD, 3 FEET
 FL1891'EAST OF A WITNESS POST, AND 1 FOOT NORTH OF A FENCE LINE.  THE
 FL1891'MARK IS A BRONZE DISK STAMPED GAGEBY 1950, AND SET IN A CONCRETE
 FL1891'POST WHICH IS FLUSH WITH THE GROUND.
 FL1891'
 FL1891'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 FL1891'STATE ROUTE 152 IN WHEELER.  GO NORTH ON U.S. HIGHWAY 83 FOR
 FL1891'10.0 MILES TO A MACADAM ROAD RIGHT, TURN RIGHT AND GO 1.5
 FL1891'MILES THROUGH THE TOWN OF BRISCOE TO A ROAD FORK SOUTH OF THE
 FL1891'DEPOT.  TAKE THE LEFT FORK AND GO 4.7 MILES TO THE AZIMUTH MARK
 FL1891'ON THE RIGHT AS DESCRIBED.  CONTINUE FOR 0.1 MILE TO A GATE
 FL1891'ON THE RIGHT.  PASS THROUGH THE GATE AND GO 0.3 MILE TO THE
 FL1891'HIGHEST POINT OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4672 ***********************************************************************
 AW4672  DESIGNATION -  GAGING STA
 AW4672  PID         -  AW4672
 AW4672  STATE/COUNTY-  TX/FORT BEND
 AW4672  USGS QUAD   -  RICHMOND (1980)
 AW4672
 AW4672                         *CURRENT SURVEY CONTROL
 AW4672  ___________________________________________________________________
 AW4672* NAD 83(1986)-  29 33 59.     (N)    095 48 37.     (W)     SCALED    
 AW4672* NAVD 88     -        30.75   (+/-2cm)     100.9    (feet)  VERTCON   
 AW4672  ___________________________________________________________________
 AW4672  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW4672
 AW4672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4672
 AW4672.The horizontal coordinates were scaled from a topographic map and have
 AW4672.an estimated accuracy of +/- 6 seconds.
 AW4672
 AW4672.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4672.The vertical order pertains to the NGVD 29 superseded value.
 AW4672
 AW4672.The geoid height was determined by GEOID03.
 AW4672
 AW4672;                    North         East    Units  Estimated Accuracy
 AW4672;SPC TXSC     - 4,196,280.      909,020.      MT  (+/- 180 meters Scaled)
 AW4672
 AW4672                          SUPERSEDED SURVEY CONTROL
 AW4672
 AW4672  NGVD 29 (??/??/92)   30.74   (m)          100.9    (f) COMPUTED    2 0
 AW4672
 AW4672.Superseded values are not recommended for survey control.
 AW4672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4672.See file dsdata.txt to determine how the superseded data were derived.
 AW4672
 AW4672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN277740(NAD 83)
 AW4672_MARKER: DD = SURVEY DISK
 AW4672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4672_SP_SET: BRIDGE
 AW4672_STAMPING: GAGING STATION
 AW4672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4672
 AW4672  HISTORY     - Date     Condition        Report By
 AW4672  HISTORY     - UNK      MONUMENTED       USGS
 AW4672  HISTORY     - 1973     GOOD             NGS
 AW4672  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW4672  HISTORY     - 19981009 MARK NOT FOUND   USPSQD
 AW4672
 AW4672                          STATION DESCRIPTION
 AW4672
 AW4672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4672'3.05 MI S FROM HEDWIG VILLAGE.
 AW4672'0.75 MILE SOUTH ALONG BUNKER HILL ROAD FROM THE INTERSTATE HIGHWAY 10
 AW4672'OVERPASS AT HEDWIG VILLAGE, THENCE 0.1 MILE EAST ALONG TAYLORCREST,
 AW4672'THENCE 1.0 MILE SOUTH ALONG BUNKER HILL ROAD, THENCE 0.85 MILE EAST
 AW4672'AND SOUTH ALONG MEMORIAL DRIVE, THENCE 0.35 MILE SOUTH ALONG PINEY
 AW4672'POINT ROAD, IN THE TOP OF THE CENTER ALONG THE SOUTH EDGE OF A 4- BY
 AW4672'6-FOOT CONCRETE FOUNDATION OF A U. S. GEOLOGICAL SURVEY RECORDER
 AW4672'BUILDING, 19.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST
 AW4672'CONCRETE GUARDRAIL OF A CONCRETE BRIDGE OVER BUFFALO BAYOU, 25 FEET
 AW4672'WEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET SOUTHWEST OF THE
 AW4672'SOUTHEAST CORNER OF THE BUILDING, 0.7 FOOT NORTH OF THE SOUTH EDGE OF
 AW4672'THE FOUNDATION, ABOUT LEVEL WITH THE ROAD, AND 1/2 FOOT ABOVE THE
 AW4672'GROUND.
 AW4672
 AW4672                          STATION RECOVERY (1998)
 AW4672
 AW4672'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4672'MARK NOT FOUND.
 AW4672
 AW4672                          STATION RECOVERY (1998)
 AW4672
 AW4672'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0141 ***********************************************************************
 CU0141  DESIGNATION -  GAGING STA RESET 1973
 CU0141  PID         -  CU0141
 CU0141  STATE/COUNTY-  TX/FISHER
 CU0141  USGS QUAD   -  WHITE CANYON (1969)
 CU0141
 CU0141                         *CURRENT SURVEY CONTROL
 CU0141  ___________________________________________________________________
 CU0141* NAD 83(1986)-  32 55 45.     (N)    100 29 17.     (W)     SCALED    
 CU0141* NAVD 88     -       547.93   (+/-2cm)    1797.7    (feet)  VERTCON   
 CU0141  ___________________________________________________________________
 CU0141  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CU0141
 CU0141  VERT ORDER  -  THIRD (See Below)
 CU0141
 CU0141.The horizontal coordinates were scaled from a topographic map and have
 CU0141.an estimated accuracy of +/- 6 seconds.
 CU0141
 CU0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0141.The vertical order pertains to the NGVD 29 superseded value.
 CU0141
 CU0141.The geoid height was determined by GEOID03.
 CU0141
 CU0141;                    North         East    Units  Estimated Accuracy
 CU0141;SPC TXNC     - 2,141,760.      414,100.      MT  (+/- 180 meters Scaled)
 CU0141
 CU0141                          SUPERSEDED SURVEY CONTROL
 CU0141
 CU0141  NGVD 29 (01/29/03)  547.68   (m)         1796.8    (f) RESET       3  
 CU0141
 CU0141.Superseded values are not recommended for survey control.
 CU0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0141.See file dsdata.txt to determine how the superseded data were derived.
 CU0141
 CU0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB608444(NAD 83)
 CU0141_MARKER: DB = BENCH MARK DISK
 CU0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0141_SP_SET: ABUTMENT
 CU0141_STAMPING: GAGING STA. (USGS) RESET 1973
 CU0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0141
 CU0141  HISTORY     - Date     Condition        Report By
 CU0141  HISTORY     - 1973     MONUMENTED       TXHD
 CU0141  HISTORY     - 1974     GOOD             TXHD
 CU0141
 CU0141                          STATION DESCRIPTION
 CU0141
 CU0141'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1974
 CU0141'0.1 MI SW FROM ROTAN.
 CU0141'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVENUE FROM THE MOST SOUTHERLY
 CU0141'OF SCHOOL BUILDINGS AT ROTAN, THENCE 5.5 MILES NORTHWEST ALONG STATE
 CU0141'HIGHWAY 70, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY SET IN THE
 CU0141'TOP EAST END OF THE SOUTH CONCRETE ABUTMENT WING OF A CONCRETE HIGHWAY
 CU0141'BRIDGE OVER DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER, ABOUT LEVEL WITH
 CU0141'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2552 ***********************************************************************
 BY2552  DESIGNATION -  GAGING STA RM 4 USGS
 BY2552  PID         -  BY2552
 BY2552  STATE/COUNTY-  TX/LEON
 BY2552  USGS QUAD   -  KEECHI (1964)
 BY2552
 BY2552                         *CURRENT SURVEY CONTROL
 BY2552  ___________________________________________________________________
 BY2552* NAD 83(1986)-  31 34 11.     (N)    095 53 22.     (W)     SCALED    
 BY2552* NAVD 88     -        79.992  (meters)     262.44   (feet)  ADJUSTED  
 BY2552  ___________________________________________________________________
 BY2552  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BY2552  DYNAMIC HT  -          79.894 (meters)     262.12  (feet)  COMP
 BY2552  MODELED GRAV-     979,415.6   (mgal)                       NAVD 88
 BY2552
 BY2552  VERT ORDER  -  FIRST     CLASS II
 BY2552
 BY2552.The horizontal coordinates were scaled from a topographic map and have
 BY2552.an estimated accuracy of +/- 6 seconds.
 BY2552
 BY2552.The orthometric height was determined by differential leveling
 BY2552.and adjusted by the National Geodetic Survey in June 1991..
 BY2552
 BY2552.The geoid height was determined by GEOID03.
 BY2552
 BY2552.The dynamic height is computed by dividing the NAVD 88
 BY2552.geopotential number by the normal gravity value computed on the
 BY2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2552.degrees latitude (g = 980.6199 gals.).
 BY2552
 BY2552.The modeled gravity was interpolated from observed gravity values.
 BY2552
 BY2552;                    North         East    Units  Estimated Accuracy
 BY2552;SPC TX C     - 3,219,390.    1,121,730.      MT  (+/- 180 meters Scaled)
 BY2552
 BY2552                          SUPERSEDED SURVEY CONTROL
 BY2552
 BY2552.No superseded survey control is available for this station.
 BY2552
 BY2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ257963(NAD 83)
 BY2552_MARKER: DB = BENCH MARK DISK
 BY2552_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BY2552_SP_SET: BRIDGE
 BY2552_STAMPING: RM NO. 4
 BY2552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2552
 BY2552  HISTORY     - Date     Condition        Report By
 BY2552  HISTORY     - UNK      MONUMENTED       USGS
 BY2552  HISTORY     - 1980     GOOD             NGS
 BY2552  HISTORY     - 1990     GOOD             USPSQD
 BY2552
 BY2552                          STATION DESCRIPTION
 BY2552
 BY2552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2552'4.2 KM NE FROM OAKWOOD.
 BY2552'4.2 KM. (2.6 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD
 BY2552'STATE BANK IN OAKWOOD, IN THE NORTHWEST CORNER OF THE SOUTHWEST END OF
 BY2552'A CONCRETE BRIDGE OVER THE UPPER KEECHI CREEK.
 BY2552'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2552
 BY2552                          STATION RECOVERY (1990)
 BY2552
 BY2552'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2035 ***********************************************************************
 BY2035  DESIGNATION -  GAGING STA RM E USGS
 BY2035  PID         -  BY2035
 BY2035  STATE/COUNTY-  TX/ANDERSON
 BY2035  USGS QUAD   -  LONG LAKE (1964)
 BY2035
 BY2035                         *CURRENT SURVEY CONTROL
 BY2035  ___________________________________________________________________
 BY2035* NAD 83(1986)-  31 38 54.     (N)    095 47 22.     (W)     SCALED    
 BY2035* NAVD 88     -        70.886  (meters)     232.57   (feet)  ADJUSTED  
 BY2035  ___________________________________________________________________
 BY2035  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BY2035  DYNAMIC HT  -          70.800 (meters)     232.28  (feet)  COMP
 BY2035  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 BY2035
 BY2035  VERT ORDER  -  FIRST     CLASS II
 BY2035
 BY2035.The horizontal coordinates were scaled from a topographic map and have
 BY2035.an estimated accuracy of +/- 6 seconds.
 BY2035
 BY2035.The orthometric height was determined by differential leveling
 BY2035.and adjusted by the National Geodetic Survey in June 1991..
 BY2035
 BY2035.The geoid height was determined by GEOID03.
 BY2035
 BY2035.The dynamic height is computed by dividing the NAVD 88
 BY2035.geopotential number by the normal gravity value computed on the
 BY2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2035.degrees latitude (g = 980.6199 gals.).
 BY2035
 BY2035.The modeled gravity was interpolated from observed gravity values.
 BY2035
 BY2035;                    North         East    Units  Estimated Accuracy
 BY2035;SPC TX C     - 3,228,480.    1,130,850.      MT  (+/- 180 meters Scaled)
 BY2035
 BY2035                          SUPERSEDED SURVEY CONTROL
 BY2035
 BY2035  NGVD 29 (??/??/92)   70.87   (m)          232.5    (f) COMPUTED    1 2
 BY2035
 BY2035.Superseded values are not recommended for survey control.
 BY2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2035.See file dsdata.txt to determine how the superseded data were derived.
 BY2035
 BY2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR354048(NAD 83)
 BY2035_MARKER: DD = SURVEY DISK
 BY2035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2035_SP_SET: ABUTMENT
 BY2035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2035
 BY2035  HISTORY     - Date     Condition        Report By
 BY2035  HISTORY     - UNK      MONUMENTED       USGS
 BY2035  HISTORY     - 1952     GOOD             NGS
 BY2035  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2035
 BY2035                          STATION DESCRIPTION
 BY2035
 BY2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2035'12.3 MI SW FROM PALESTINE.
 BY2035'0.75 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2035'RAILROAD FROM THE STATION AT PALESTINE, THENCE 11.55 MILES SOUTHWEST
 BY2035'ALONG U.S. HIGHWAYS 79 AND 84, 0.7 MILE NORTHEAST OF BENCH MARK S 300
 BY2035'RESET 1952, 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28.9 FEET
 BY2035'EAST OF THE EAST END OF THE SOUTH STEEL GIRDER OF A BRIDGE OVER THE
 BY2035'TRINITY RIVER, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 BY2035'OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE BRIDGE.
 BY2035
 BY2035                          STATION RECOVERY (1980)
 BY2035
 BY2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2036 ***********************************************************************
 BY2036  DESIGNATION -  GAGING STA RM E USGS 1955
 BY2036  PID         -  BY2036
 BY2036  STATE/COUNTY-  TX/FREESTONE
 BY2036  USGS QUAD   -  LONG LAKE (1964)
 BY2036
 BY2036                         *CURRENT SURVEY CONTROL
 BY2036  ___________________________________________________________________
 BY2036* NAD 83(1986)-  31 38 55.     (N)    095 47 23.     (W)     SCALED    
 BY2036* NAVD 88     -        72.905  (meters)     239.19   (feet)  ADJUSTED  
 BY2036  ___________________________________________________________________
 BY2036  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BY2036  DYNAMIC HT  -          72.817 (meters)     238.90  (feet)  COMP
 BY2036  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 BY2036
 BY2036  VERT ORDER  -  FIRST     CLASS II
 BY2036
 BY2036.The horizontal coordinates were scaled from a topographic map and have
 BY2036.an estimated accuracy of +/- 6 seconds.
 BY2036
 BY2036.The orthometric height was determined by differential leveling
 BY2036.and adjusted by the National Geodetic Survey in June 1991..
 BY2036
 BY2036.The geoid height was determined by GEOID03.
 BY2036
 BY2036.The dynamic height is computed by dividing the NAVD 88
 BY2036.geopotential number by the normal gravity value computed on the
 BY2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2036.degrees latitude (g = 980.6199 gals.).
 BY2036
 BY2036.The modeled gravity was interpolated from observed gravity values.
 BY2036
 BY2036;                    North         East    Units  Estimated Accuracy
 BY2036;SPC TX C     - 3,228,510.    1,130,830.      MT  (+/- 180 meters Scaled)
 BY2036
 BY2036                          SUPERSEDED SURVEY CONTROL
 BY2036
 BY2036  NGVD 29 (??/??/??)   72.90   (m)          239.2    (f) RESET       3  
 BY2036
 BY2036.Superseded values are not recommended for survey control.
 BY2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2036.See file dsdata.txt to determine how the superseded data were derived.
 BY2036
 BY2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR354048(NAD 83)
 BY2036_MARKER: DD = SURVEY DISK
 BY2036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2036_SP_SET: BRIDGE
 BY2036_STAMPING: TRINITY GAGING STA RESET 1955
 BY2036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2036
 BY2036  HISTORY     - Date     Condition        Report By
 BY2036  HISTORY     - 1955     MONUMENTED       TXHD
 BY2036  HISTORY     - 1980     GOOD             NGS
 BY2036
 BY2036                          STATION DESCRIPTION
 BY2036
 BY2036'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 BY2036'5.5 MI NE FROM OAKWOOD.
 BY2036'IN ANDERSON COUNTY, 5.5 MILES NORTHEAST ALONG U. S. HIGHWAYS 79 AND 84
 BY2036'FROM THE OAKWOOD STATE BANK AT OAKWOOD, LEON COUNTY, 12.3 MILES
 BY2036'SOUTHWEST OF PALESTINE, AT A BRIDGE OVER TRINITY RIVER, IN THE TOP OF
 BY2036'THE CURB PORTION ON THE SOUTHEAST CORNER OF THE EAST ABUTMENT, 40 FEET
 BY2036'EAST OF THE EAST EXPANSION JOINT, 14.5 FEET SOUTH OF THE CENTERLINE OF
 BY2036'THE HIGHWAY, AND ABOUT 8 INCHES HIGHER THAN THE CENTERLINE OF THE
 BY2036'ROADWAY AT THE END OF THE BRIDGE.  A U. S. GEOLOGICAL SURVEY STANDARD
 BY2036'DISK.
 BY2036
 BY2036                          STATION RECOVERY (1980)
 BY2036
 BY2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1245 ***********************************************************************
 BY1245  DESIGNATION -  GAGING STA RM NE USGS
 BY1245  PID         -  BY1245
 BY1245  STATE/COUNTY-  TX/CHEROKEE
 BY1245  USGS QUAD   -  TODD CITY (1982)
 BY1245
 BY1245                         *CURRENT SURVEY CONTROL
 BY1245  ___________________________________________________________________
 BY1245* NAD 83(1986)-  31 53 33.     (N)    095 25 52.     (W)     SCALED    
 BY1245* NAVD 88     -        89.309  (meters)     293.01   (feet)  ADJUSTED  
 BY1245  ___________________________________________________________________
 BY1245  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1245  DYNAMIC HT  -          89.202 (meters)     292.66  (feet)  COMP
 BY1245  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 BY1245
 BY1245  VERT ORDER  -  FIRST     CLASS II
 BY1245
 BY1245.The horizontal coordinates were scaled from a topographic map and have
 BY1245.an estimated accuracy of +/- 6 seconds.
 BY1245
 BY1245.The orthometric height was determined by differential leveling
 BY1245.and adjusted by the National Geodetic Survey in June 1991..
 BY1245
 BY1245.The geoid height was determined by GEOID03.
 BY1245
 BY1245.The dynamic height is computed by dividing the NAVD 88
 BY1245.geopotential number by the normal gravity value computed on the
 BY1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1245.degrees latitude (g = 980.6199 gals.).
 BY1245
 BY1245.The modeled gravity was interpolated from observed gravity values.
 BY1245
 BY1245;                    North         East    Units  Estimated Accuracy
 BY1245;SPC TX C     - 3,256,970.    1,163,620.      MT  (+/- 180 meters Scaled)
 BY1245
 BY1245                          SUPERSEDED SURVEY CONTROL
 BY1245
 BY1245  NGVD 29 (??/??/92)   89.329  (m)          293.07   (f) ADJ UNCH    1 2
 BY1245
 BY1245.Superseded values are not recommended for survey control.
 BY1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1245.See file dsdata.txt to determine how the superseded data were derived.
 BY1245
 BY1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR700310(NAD 83)
 BY1245_MARKER: DD = SURVEY DISK
 BY1245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1245_SP_SET: ABUTMENT
 BY1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1245
 BY1245  HISTORY     - Date     Condition        Report By
 BY1245  HISTORY     - UNK      MONUMENTED       USGS
 BY1245  HISTORY     - 1952     GOOD             NGS
 BY1245  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1245  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1245
 BY1245                          STATION DESCRIPTION
 BY1245
 BY1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1245'4.3 MI NE FROM NECHES.
 BY1245'4.3 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY1245'NECHES, 48 FEET WEST OF THE ANDERSON AND CHEROKEE COUNTY LINE SIGN, 58
 BY1245'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRIDGE OVER THE NECHES
 BY1245'RIVER, 13.6 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BY1245'THE TOP OF THE NORTH END OF THE NORTHEAST CONCRETE ABUTMENT OF THE
 BY1245'BRIDGE.
 BY1245
 BY1245                          STATION RECOVERY (1980)
 BY1245
 BY1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1245'MARK NOT FOUND.
 BY1245
 BY1245                          STATION RECOVERY (1996)
 BY1245
 BY1245'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1244 ***********************************************************************
 BY1244  DESIGNATION -  GAGING STA RM SW USGS
 BY1244  PID         -  BY1244
 BY1244  STATE/COUNTY-  TX/CHEROKEE
 BY1244  USGS QUAD   -  TODD CITY (1982)
 BY1244
 BY1244                         *CURRENT SURVEY CONTROL
 BY1244  ___________________________________________________________________
 BY1244* NAD 83(1986)-  31 53 32.     (N)    095 25 53.     (W)     SCALED    
 BY1244* NAVD 88     -        88.980  (meters)     291.93   (feet)  ADJUSTED  
 BY1244  ___________________________________________________________________
 BY1244  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1244  DYNAMIC HT  -          88.873 (meters)     291.58  (feet)  COMP
 BY1244  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 BY1244
 BY1244  VERT ORDER  -  FIRST     CLASS II
 BY1244
 BY1244.The horizontal coordinates were scaled from a topographic map and have
 BY1244.an estimated accuracy of +/- 6 seconds.
 BY1244
 BY1244.The orthometric height was determined by differential leveling
 BY1244.and adjusted by the National Geodetic Survey in June 1991..
 BY1244
 BY1244.The geoid height was determined by GEOID03.
 BY1244
 BY1244.The dynamic height is computed by dividing the NAVD 88
 BY1244.geopotential number by the normal gravity value computed on the
 BY1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1244.degrees latitude (g = 980.6199 gals.).
 BY1244
 BY1244.The modeled gravity was interpolated from observed gravity values.
 BY1244
 BY1244;                    North         East    Units  Estimated Accuracy
 BY1244;SPC TX C     - 3,256,940.    1,163,590.      MT  (+/- 180 meters Scaled)
 BY1244
 BY1244                          SUPERSEDED SURVEY CONTROL
 BY1244
 BY1244  NGVD 29 (??/??/92)   89.000  (m)          291.99   (f) ADJ UNCH    1 2
 BY1244
 BY1244.Superseded values are not recommended for survey control.
 BY1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1244.See file dsdata.txt to determine how the superseded data were derived.
 BY1244
 BY1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR700310(NAD 83)
 BY1244_MARKER: DD = SURVEY DISK
 BY1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1244_SP_SET: CONCRETE BASE
 BY1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1244
 BY1244  HISTORY     - Date     Condition        Report By
 BY1244  HISTORY     - UNK      MONUMENTED       USGS
 BY1244  HISTORY     - 1952     GOOD             NGS
 BY1244  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1244  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1244
 BY1244                          STATION DESCRIPTION
 BY1244
 BY1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1244'4.2 MI NE FROM NECHES.
 BY1244'4.2 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY1244'NECHES, AT THE SOUTHWEST END OF A BRIDGE OVER THE NECHES RIVER, 11.5
 BY1244'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 BY1244'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE BASE OF THE
 BY1244'NORTHWEST CONCRETE BANNISTER OF THE BRIDGE.
 BY1244
 BY1244                          STATION RECOVERY (1980)
 BY1244
 BY1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1244'MARK NOT FOUND.
 BY1244
 BY1244                          STATION RECOVERY (1996)
 BY1244
 BY1244'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1057 ***********************************************************************
 BZ1057  DESIGNATION -  GAGING STA RM USGS
 BZ1057  PID         -  BZ1057
 BZ1057  STATE/COUNTY-  TX/HILL
 BZ1057  USGS QUAD   -  ABBOTT (1979)
 BZ1057
 BZ1057                         *CURRENT SURVEY CONTROL
 BZ1057  ___________________________________________________________________
 BZ1057* NAD 83(1986)-  31 55 12.     (N)    097 05 58.     (W)     SCALED    
 BZ1057* NAVD 88     -       180.003  (meters)     590.56   (feet)  ADJUSTED  
 BZ1057  ___________________________________________________________________
 BZ1057  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BZ1057  DYNAMIC HT  -         179.780 (meters)     589.83  (feet)  COMP
 BZ1057  MODELED GRAV-     979,400.4   (mgal)                       NAVD 88
 BZ1057
 BZ1057  VERT ORDER  -  FIRST     CLASS II
 BZ1057
 BZ1057.The horizontal coordinates were scaled from a topographic map and have
 BZ1057.an estimated accuracy of +/- 6 seconds.
 BZ1057
 BZ1057.The orthometric height was determined by differential leveling
 BZ1057.and adjusted by the National Geodetic Survey in June 1991..
 BZ1057
 BZ1057.The geoid height was determined by GEOID03.
 BZ1057
 BZ1057.The dynamic height is computed by dividing the NAVD 88
 BZ1057.geopotential number by the normal gravity value computed on the
 BZ1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1057.degrees latitude (g = 980.6199 gals.).
 BZ1057
 BZ1057.The modeled gravity was interpolated from observed gravity values.
 BZ1057
 BZ1057;                    North         East    Units  Estimated Accuracy
 BZ1057;SPC TXNC     - 2,028,980.      732,460.      MT  (+/- 180 meters Scaled)
 BZ1057
 BZ1057                          SUPERSEDED SURVEY CONTROL
 BZ1057
 BZ1057.No superseded survey control is available for this station.
 BZ1057
 BZ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA796331(NAD 83)
 BZ1057_MARKER: DD = SURVEY DISK
 BZ1057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BZ1057_SP_SET: BRIDGE GUARDRAIL
 BZ1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1057+STABILITY: SURFACE MOTION
 BZ1057
 BZ1057  HISTORY     - Date     Condition        Report By
 BZ1057  HISTORY     - UNK      MONUMENTED       USGS
 BZ1057  HISTORY     - 1980     GOOD             NGS
 BZ1057  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1057
 BZ1057                          STATION DESCRIPTION
 BZ1057
 BZ1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1057'10.9 KM SSE FROM HILLSBORO.
 BZ1057'2.2 KM. (1.4 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ1057'COURTHOUSE IN HILLSBORO TO THE JUNCTION OF A FRONTAGE ROAD WHICH
 BZ1057'PARALLELS THE WEST SIDE OF INTERSTATE 35, THENCE 8.7 KM. (5.4 MI.)
 BZ1057'SOUTHEAST ALONG THE FRONTAGE ROAD, IN THE NORTHWEST CORNER OF THE
 BZ1057'SOUTHWEST CONCRETE GUARDRAIL OF THE FRONTAGE ROAD BRIDGE OVER COBB
 BZ1057'CREEK, 129.5 M. (425 FT.) SOUTHEAST OF BENCH MARK D 1301, 3.4 M.
 BZ1057'(11.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE ROAD.  NOTE-DISK IS NOT
 BZ1057'STAMPED.
 BZ1057'THE MARK IS 0.5 M ABOVE THE FRONTAGE ROAD.
 BZ1057
 BZ1057                          STATION RECOVERY (1995)
 BZ1057
 BZ1057'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0330 ***********************************************************************
 CC0330  DESIGNATION -  GAGING STA USGS
 CC0330  PID         -  CC0330
 CC0330  STATE/COUNTY-  TX/REEVES
 CC0330  USGS QUAD   -  PECOS EAST (1981)
 CC0330
 CC0330                         *CURRENT SURVEY CONTROL
 CC0330  ___________________________________________________________________
 CC0330* NAD 83(1986)-  31 26 12.     (N)    103 28 05.     (W)     SCALED    
 CC0330* NAVD 88     -       784.213  (meters)    2572.87   (feet)  ADJUSTED  
 CC0330  ___________________________________________________________________
 CC0330  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CC0330  DYNAMIC HT  -         783.069 (meters)    2569.12  (feet)  COMP
 CC0330  MODELED GRAV-     979,157.0   (mgal)                       NAVD 88
 CC0330
 CC0330  VERT ORDER  -  FIRST     CLASS II
 CC0330
 CC0330.The horizontal coordinates were scaled from a topographic map and have
 CC0330.an estimated accuracy of +/- 6 seconds.
 CC0330
 CC0330.The orthometric height was determined by differential leveling
 CC0330.and adjusted by the National Geodetic Survey in June 1991..
 CC0330
 CC0330.The geoid height was determined by GEOID03.
 CC0330
 CC0330.The dynamic height is computed by dividing the NAVD 88
 CC0330.geopotential number by the normal gravity value computed on the
 CC0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0330.degrees latitude (g = 980.6199 gals.).
 CC0330
 CC0330.The modeled gravity was interpolated from observed gravity values.
 CC0330
 CC0330;                    North         East    Units  Estimated Accuracy
 CC0330;SPC TX C     - 3,200,410.      402,060.      MT  (+/- 180 meters Scaled)
 CC0330
 CC0330                          SUPERSEDED SURVEY CONTROL
 CC0330
 CC0330  NGVD 29 (??/??/92)  783.900  (m)         2571.85   (f) ADJ UNCH    1 2
 CC0330
 CC0330.Superseded values are not recommended for survey control.
 CC0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0330.See file dsdata.txt to determine how the superseded data were derived.
 CC0330
 CC0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ455790(NAD 83)
 CC0330_MARKER: DD = SURVEY DISK
 CC0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0330_SP_SET: ABUTMENT
 CC0330_MARK LOGO: USGS  
 CC0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0330
 CC0330  HISTORY     - Date     Condition        Report By
 CC0330  HISTORY     - UNK      MONUMENTED       USGS
 CC0330  HISTORY     - 1956     GOOD             NGS
 CC0330  HISTORY     - 1981     GOOD             NGS
 CC0330
 CC0330                          STATION DESCRIPTION
 CC0330
 CC0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0330'1.9 MI NE FROM PECOS.
 CC0330'1.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0330'STATION AT PECOS, 41.9 FEET NORTH OF THE 1ST POLE SOUTHWEST OF
 CC0330'MILEPOST 645, 8.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET BELOW
 CC0330'THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE
 CC0330'SOUTHWEST CONCRETE ABUTMENT OF A STEEL BRIDGE OVER THE PECOS RIVER.
 CC0330
 CC0330                          STATION RECOVERY (1981)
 CC0330
 CC0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0330'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0330'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 5.0 KM (3.1 MI) NORTHEAST
 CC0330'ALONG THE MISSOURI PACIFIC RAILROAD, IN TOP OF AND 0.3 METER (1.0 FT)
 CC0330'NORTHWEST OF THE SOUTHEAST CORNER OF THE SOUTHWEST ABUTMENT OF A
 CC0330'STEEL GIRDER RAILROAD BRIDGE OVER THE PECOS RIVER, AND 2.6 METERS
 CC0330'(8.5 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0330'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0493 ***********************************************************************
 AN0493  DESIGNATION -  GAGING STA USGS
 AN0493  PID         -  AN0493
 AN0493  STATE/COUNTY-  TX/VICTORIA
 AN0493  USGS QUAD   -  PLACEDO (1995)
 AN0493
 AN0493                         *CURRENT SURVEY CONTROL
 AN0493  ___________________________________________________________________
 AN0493* NAD 83(1986)-  28 43 31.     (N)    096 46 08.     (W)     SCALED    
 AN0493* NAVD 88     -        13.197  (meters)      43.30   (feet)  ADJUSTED  
 AN0493  ___________________________________________________________________
 AN0493  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0493  DYNAMIC HT  -          13.178 (meters)      43.23  (feet)  COMP
 AN0493  MODELED GRAV-     979,195.2   (mgal)                       NAVD 88
 AN0493
 AN0493  VERT ORDER  -  FIRST     CLASS I
 AN0493
 AN0493.The horizontal coordinates were scaled from a topographic map and have
 AN0493.an estimated accuracy of +/- 6 seconds.
 AN0493
 AN0493.The orthometric height was determined by differential leveling
 AN0493.and adjusted by the National Geodetic Survey in June 1991..
 AN0493
 AN0493.The geoid height was determined by GEOID03.
 AN0493
 AN0493.The dynamic height is computed by dividing the NAVD 88
 AN0493.geopotential number by the normal gravity value computed on the
 AN0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0493.degrees latitude (g = 980.6199 gals.).
 AN0493
 AN0493.The modeled gravity was interpolated from observed gravity values.
 AN0493
 AN0493;                    North         East    Units  Estimated Accuracy
 AN0493;SPC TXSC     - 4,100,930.      817,940.      MT  (+/- 180 meters Scaled)
 AN0493
 AN0493                          SUPERSEDED SURVEY CONTROL
 AN0493
 AN0493  NGVD 29 (??/??/92)   13.318  (m)           43.69   (f) ADJ UNCH    1 1
 AN0493
 AN0493.Superseded values are not recommended for survey control.
 AN0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0493.See file dsdata.txt to determine how the superseded data were derived.
 AN0493
 AN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS179795(NAD 83)
 AN0493_MARKER: DD = SURVEY DISK
 AN0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0493_SP_SET: FOUNDATION
 AN0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0493
 AN0493  HISTORY     - Date     Condition        Report By
 AN0493  HISTORY     - UNK      MONUMENTED       USGS
 AN0493  HISTORY     - 1972     GOOD             NGS
 AN0493  HISTORY     - 1973     GOOD             NGS
 AN0493  HISTORY     - 1978     GOOD             NGS
 AN0493
 AN0493                          STATION DESCRIPTION
 AN0493
 AN0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0493'4.4 MI NE FROM PLACEDO.
 AN0493'ABOUT 4.4 MILES NORTHEAST ALONG FARM-TO-MARKET ROAD 616 FROM THE
 AN0493'INTERSECTION OF U.S. HIGHWAY 87 AT PLACEDO, 15 FEET SOUTHEAST OF THE
 AN0493'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE
 AN0493'CONCRETE FOUNDATION FOR THE SOUTHEAST GUARDRAIL ON A ROAD BRIDGE OVER
 AN0493'PLACEDO CREEK, 11.5 FEET NORTHEAST OF THE NORTH CORNER OF A SMALL
 AN0493'METAL BUILDING, 0.5 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 AN0493'GUARDRAIL AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 AN0493
 AN0493                          STATION RECOVERY (1973)
 AN0493
 AN0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0493'RECOVERED IN GOOD CONDITION.
 AN0493
 AN0493                          STATION RECOVERY (1978)
 AN0493
 AN0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0106 ***********************************************************************
 BY0106  DESIGNATION -  GAGING STATION
 BY0106  PID         -  BY0106
 BY0106  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0106  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0106
 BY0106                         *CURRENT SURVEY CONTROL
 BY0106  ___________________________________________________________________
 BY0106* NAD 83(1986)-  31 30 17.     (N)    094 18 16.     (W)     SCALED    
 BY0106* NAVD 88     -        60.45   (+/-2cm)     198.3    (feet)  VERTCON   
 BY0106  ___________________________________________________________________
 BY0106  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY0106
 BY0106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0106
 BY0106.The horizontal coordinates were scaled from a topographic map and have
 BY0106.an estimated accuracy of +/- 6 seconds.
 BY0106
 BY0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0106.The vertical order pertains to the NGVD 29 superseded value.
 BY0106
 BY0106.The geoid height was determined by GEOID03.
 BY0106
 BY0106;                    North         East    Units  Estimated Accuracy
 BY0106;SPC TX C     - 3,219,280.    1,272,400.      MT  (+/- 180 meters Scaled)
 BY0106
 BY0106                          SUPERSEDED SURVEY CONTROL
 BY0106
 BY0106  NGVD 29 (??/??/92)   60.486  (m)          198.44   (f) ADJ UNCH    2 0
 BY0106
 BY0106.Superseded values are not recommended for survey control.
 BY0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0106.See file dsdata.txt to determine how the superseded data were derived.
 BY0106
 BY0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ761862(NAD 83)
 BY0106_MARKER: DD = SURVEY DISK
 BY0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0106_SP_SET: BRIDGE ABUTMENT
 BY0106_STAMPING: GAGING STATION
 BY0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0106
 BY0106  HISTORY     - Date     Condition        Report By
 BY0106  HISTORY     - UNK      MONUMENTED       USGS
 BY0106  HISTORY     - 1949     GOOD             NGS
 BY0106  HISTORY     - 19980919 GOOD             USPSQD
 BY0106
 BY0106                          STATION DESCRIPTION
 BY0106
 BY0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0106'3.1 MI E FROM CHIRENO.
 BY0106'3.1 MILES EAST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH THE
 BY0106'BUSINESS ROUTE OF STATE HIGHWAY 21 AT CHIRENO, 10 FEET SOUTH OF THE
 BY0106'CENTER LINE OF THE HIGHWAY, 0.6 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 BY0106'SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE BRIDGE
 BY0106'OVER THE ATTOYAC RIVER.
 BY0106
 BY0106                          STATION RECOVERY (1998)
 BY0106
 BY0106'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0588 ***********************************************************************
 BY0588  DESIGNATION -  GAGING STATION
 BY0588  PID         -  BY0588
 BY0588  STATE/COUNTY-  TX/ANGELINA
 BY0588  USGS QUAD   -  EBENEZER (1984)
 BY0588
 BY0588                         *CURRENT SURVEY CONTROL
 BY0588  ___________________________________________________________________
 BY0588* NAD 83(1986)-  31 00 11.     (N)    094 10 42.     (W)     SCALED    
 BY0588* NAVD 88     -        27.44   (+/-2cm)      90.0    (feet)  VERTCON   
 BY0588  ___________________________________________________________________
 BY0588  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BY0588
 BY0588  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0588
 BY0588.The horizontal coordinates were scaled from a topographic map and have
 BY0588.an estimated accuracy of +/- 6 seconds.
 BY0588
 BY0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0588.The vertical order pertains to the NGVD 29 superseded value.
 BY0588
 BY0588.The geoid height was determined by GEOID03.
 BY0588
 BY0588;                    North         East    Units  Estimated Accuracy
 BY0588;SPC TX C     - 3,164,400.    1,287,440.      MT  (+/- 180 meters Scaled)
 BY0588
 BY0588                          SUPERSEDED SURVEY CONTROL
 BY0588
 BY0588  NGVD 29 (??/??/92)   27.45   (m)           90.1    (f) COMPUTED    2 0
 BY0588
 BY0588.Superseded values are not recommended for survey control.
 BY0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0588.See file dsdata.txt to determine how the superseded data were derived.
 BY0588
 BY0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ875305(NAD 83)
 BY0588_MARKER: DD = SURVEY DISK
 BY0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0588_SP_SET: BRIDGE
 BY0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0588
 BY0588  HISTORY     - Date     Condition        Report By
 BY0588  HISTORY     - UNK      MONUMENTED       USGS
 BY0588  HISTORY     - 1952     GOOD             NGS
 BY0588
 BY0588                          STATION DESCRIPTION
 BY0588
 BY0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0588'13.7 MI NW FROM JASPER.
 BY0588'13.7 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0588'JASPER, AT THE WEST END OF A STEEL AND CONCRETE BRIDGE OVER THE MAIN
 BY0588'CHANNEL OF THE ANGELINA RIVER, 125 YARDS EAST OF THE WEST END OF THE
 BY0588'WOODEN PART OF THE BRIDGE, SET VERTICALLY IN THE NORTH FACE OF THE
 BY0588'MOST NORTHWESTERLY CONCRETE PIER OF THE BRIDGE, 21.5 FEET BELOW THE
 BY0588'TOP OF THE PIER, 3 FEET ABOVE THE GROUND, 12 FEET BELOW THE WEST BANK
 BY0588'OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0635 ***********************************************************************
 BY0635  DESIGNATION -  GAGING STATION
 BY0635  PID         -  BY0635
 BY0635  STATE/COUNTY-  TX/TYLER
 BY0635  USGS QUAD   -  ROCKLAND (1984)
 BY0635
 BY0635                         *CURRENT SURVEY CONTROL
 BY0635  ___________________________________________________________________
 BY0635* NAD 83(1986)-  31 01 48.     (N)    094 23 48.     (W)     SCALED    
 BY0635* NAVD 88     -        33.12   (+/-2cm)     108.7    (feet)  VERTCON   
 BY0635  ___________________________________________________________________
 BY0635  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BY0635
 BY0635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0635
 BY0635.The horizontal coordinates were scaled from a topographic map and have
 BY0635.an estimated accuracy of +/- 6 seconds.
 BY0635
 BY0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0635.The vertical order pertains to the NGVD 29 superseded value.
 BY0635
 BY0635.The geoid height was determined by GEOID03.
 BY0635
 BY0635;                    North         East    Units  Estimated Accuracy
 BY0635;SPC TX C     - 3,166,250.    1,266,460.      MT  (+/- 180 meters Scaled)
 BY0635
 BY0635                          SUPERSEDED SURVEY CONTROL
 BY0635
 BY0635  NGVD 29 (??/??/92)   33.13   (m)          108.7    (f) COMPUTED    2 0
 BY0635
 BY0635.Superseded values are not recommended for survey control.
 BY0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0635.See file dsdata.txt to determine how the superseded data were derived.
 BY0635
 BY0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ667337(NAD 83)
 BY0635_MARKER: DD = SURVEY DISK
 BY0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0635+STABILITY: SURFACE MOTION
 BY0635
 BY0635  HISTORY     - Date     Condition        Report By
 BY0635  HISTORY     - UNK      MONUMENTED       USGS
 BY0635  HISTORY     - 1949     GOOD             NGS
 BY0635
 BY0635                          STATION DESCRIPTION
 BY0635
 BY0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0635'2.15 MI S FROM ROCKLAND.
 BY0635'1.55 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 BY0635'STATION AT ROCKLAND, THENCE 0.3 MILE SOUTHWEST ALONG A WOODS ROAD,
 BY0635'THENCE 0.3 MILE SOUTH ALONG THE OLD HIGHWAY BED, ON THE OUTSIDE OF A
 BY0635'LARGE BEND IN THE NECHES RIVER, ON THE LEFT BANK, 63.0 FEET EAST OF
 BY0635'THE CENTER LINE OF THE OLD ROAD AT THE OLD FERRY LANDING, 30.0 FEET
 BY0635'NORTHWEST OF A 30-INCH OAK WITH A TRIANGULAR BLAZE ON THE NORTHWEST
 BY0635'SIDE OF THE TREE, 48.0 FEET WEST OF A 30-INCH TREE WITH A TRIANGULAR
 BY0635'BLAZE ON THE WEST SIDE OF THE TREE, 43.0 FEET SOUTHEAST OF A FORKED
 BY0635'OAK WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE SOUTHWEST
 BY0635'FORK, 0.9 FOOT SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BY0635'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2275 ***********************************************************************
 AW2275  DESIGNATION -  GAGING STATION
 AW2275  PID         -  AW2275
 AW2275  STATE/COUNTY-  TX/HARRIS
 AW2275  USGS QUAD   -  ALIEF (1995)
 AW2275
 AW2275                         *CURRENT SURVEY CONTROL
 AW2275  ___________________________________________________________________
 AW2275* NAD 83(1986)-  29 44 48.     (N)    095 31 24.     (W)     SCALED    
 AW2275* NAVD 88     -        19.491  (meters)      63.95   (feet)  ADJUSTED  
 AW2275  ___________________________________________________________________
 AW2275  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW2275  DYNAMIC HT  -          19.465 (meters)      63.86  (feet)  COMP
 AW2275  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AW2275  OBS GRAVITY -     979,281.5   (mgal)                       GRAV_OBS
 AW2275
 AW2275  VERT ORDER  -  FIRST     CLASS II
 AW2275
 AW2275.The horizontal coordinates were scaled from a topographic map and have
 AW2275.an estimated accuracy of +/- 6 seconds.
 AW2275
 AW2275.The orthometric height was determined by differential leveling
 AW2275.and adjusted by the National Geodetic Survey in June 1991..
 AW2275
 AW2275.The geoid height was determined by GEOID03.
 AW2275
 AW2275.The dynamic height is computed by dividing the NAVD 88
 AW2275.geopotential number by the normal gravity value computed on the
 AW2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2275.degrees latitude (g = 980.6199 gals.).
 AW2275
 AW2275.The modeled gravity was interpolated from observed gravity values.
 AW2275.The observed gravity was obtained from relative gravimeter ties
 AW2275.to the IGSN71 gravity network.
 AW2275
 AW2275;                    North         East    Units  Estimated Accuracy
 AW2275;SPC TXSC     - 4,217,050.      936,210.      MT  (+/- 180 meters Scaled)
 AW2275
 AW2275                          SUPERSEDED SURVEY CONTROL
 AW2275
 AW2275  NGVD 29 (12/23/87)   19.486  (m)           63.93   (f) ADJUSTED    1 2
 AW2275
 AW2275.Superseded values are not recommended for survey control.
 AW2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2275.See file dsdata.txt to determine how the superseded data were derived.
 AW2275
 AW2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN559933(NAD 83)
 AW2275_MARKER: DD = SURVEY DISK
 AW2275_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW2275_SP_SET: WATER GUAGE FOUNDATION
 AW2275_MARK LOGO: USGS  
 AW2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2275+STABILITY: SURFACE MOTION
 AW2275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2275+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 AW2275
 AW2275  HISTORY     - Date     Condition        Report By
 AW2275  HISTORY     - UNK      MONUMENTED       USGS
 AW2275  HISTORY     - 1943     GOOD             NGS
 AW2275  HISTORY     - 1978     GOOD             NGS
 AW2275  HISTORY     - 1983     GOOD             NGS
 AW2275  HISTORY     - 1986     GOOD             NGS
 AW2275  HISTORY     - 1990     GOOD             USPSQD
 AW2275  HISTORY     - 20040507 GOOD             USPSQD
 AW2275
 AW2275                          STATION DESCRIPTION
 AW2275
 AW2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2275'0.85 MI N FROM ROSENBERG.
 AW2275'TO REACH FROM THE CITY HALL AT ROSENBERG-- PROCEED 0.3 MILE WESTERLY
 AW2275'ALONG U.S. HIGHWAY NO. 59 TO THE KATY-ROSENBERG ROAD INTERSECTION
 AW2275'LEADING NORTH, THENCE 0.55 MILE NORTHERLY TO SITE OF BENCH MARK. BENCH
 AW2275'MARK IS SET HORIZONTALLY IN THE EAST END OF THE SOUTH ABUTMENT OF A
 AW2275'BRIDGE OVER BRAZOS RIVER.  IT IS ABOUT 0.4 MILE NORTH OF A RAILROAD
 AW2275'CROSSING, AND 10.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE
 AW2275'CENTERLINE OF ROAD.
 AW2275
 AW2275                          STATION RECOVERY (1978)
 AW2275
 AW2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2275'RECOVERED IN GOOD CONDITION.
 AW2275
 AW2275                          STATION RECOVERY (1983)
 AW2275
 AW2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2275'RECOVERED IN GOOD CONDITION.
 AW2275
 AW2275                          STATION RECOVERY (1986)
 AW2275
 AW2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2275'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.2 KM (0.75
 AW2275'MI) SOUTH ALONG BUNKER HILL ROAD FROM THE INTERSTATE HIGHWAY 10
 AW2275'OVERPASS AT HEDWIG VILLAGE, THENCE 0.16 KM (0.10 MI) EAST ALONG TAYLOR
 AW2275'CREST ROAD, THENCE 1.6 KM (1.0 MI) SOUTH AGAIN ALONG BUNKER HILL ROAD,
 AW2275'THENCE 1.4 KM (0.85 MI) SOUTH AND EAST ALONG MEMORIAL DRIVE, THENCE
 AW2275'0.48 KM (0.3 MI) SOUTH ALONG PINEY POINT ROAD, AT THE SOUTHWEST CORNER
 AW2275'OF A BRIDGE OVER BUFFALO BAYOU, IN TOP AND NEAR THE SOUTH EDGE OF THE
 AW2275'CONCRETE FOUNDATION OF A USGS GAGING HOUSE.
 AW2275'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW2275
 AW2275                          STATION RECOVERY (1990)
 AW2275
 AW2275'RECOVERY NOTE BY US POWER SQUADRON 1990 (WT)
 AW2275'RECOVERED IN GOOD CONDITION.
 AW2275
 AW2275                          STATION RECOVERY (2004)
 AW2275
 AW2275'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3206 ***********************************************************************
 AW3206  DESIGNATION -  GAGING STATION
 AW3206  PID         -  AW3206
 AW3206  STATE/COUNTY-  TX/HARRIS
 AW3206  USGS QUAD   -  PEARLAND (1995)
 AW3206
 AW3206                         *CURRENT SURVEY CONTROL
 AW3206  ___________________________________________________________________
 AW3206* NAD 83(1986)-  29 35 51.     (N)    095 17 00.     (W)     SCALED    
 AW3206* NAVD 88     -        14.41   (+/-2cm)      47.3    (feet)  VERTCON   
 AW3206  ___________________________________________________________________
 AW3206  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW3206
 AW3206  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3206
 AW3206.The horizontal coordinates were scaled from a topographic map and have
 AW3206.an estimated accuracy of +/- 6 seconds.
 AW3206
 AW3206.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3206.The vertical order pertains to the NGVD 29 superseded value.
 AW3206
 AW3206.The geoid height was determined by GEOID03.
 AW3206
 AW3206;                    North         East    Units  Estimated Accuracy
 AW3206;SPC TXSC     - 4,201,240.      959,940.      MT  (+/- 180 meters Scaled)
 AW3206
 AW3206                          SUPERSEDED SURVEY CONTROL
 AW3206
 AW3206  NGVD 29 (??/??/92)   14.403  (m)           47.25   (f) ADJ UNCH    1 2
 AW3206
 AW3206.Superseded values are not recommended for survey control.
 AW3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3206.See file dsdata.txt to determine how the superseded data were derived.
 AW3206
 AW3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN788763(NAD 83)
 AW3206_MARKER: DD = SURVEY DISK
 AW3206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3206_SP_SET: ABUTMENT
 AW3206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3206
 AW3206  HISTORY     - Date     Condition        Report By
 AW3206  HISTORY     - UNK      MONUMENTED       USGS
 AW3206  HISTORY     - 1959     GOOD             NGS
 AW3206  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3206  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 AW3206
 AW3206                          STATION DESCRIPTION
 AW3206
 AW3206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3206'2.9 MI NE FROM PEARLAND.
 AW3206'ABOUT 1.9 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AW3206'FROM THE STATION AT PEARLAND, THENCE ABOUT 0.5 MILE EAST ALONG
 AW3206'BROOKSIDE ROAD, THENCE ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 35, 15
 AW3206'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.5 MILE NORTH OF
 AW3206'SOUTH PARK CEMETERY, 67 YARDS NORTH OF THE BRAZORIA-HARRIS COUNTY
 AW3206'LINE, AT THE NORTH END OF THE CONCRETE HIGHWAY BRIDGE OVER CLEAR
 AW3206'CREEK, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF
 AW3206'THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE.  NOTE--
 AW3206'STATE HIGHWAY 35 HAS BEEN WIDENED AND A NEW BRIDGE HAS BEEN BUILT OVER
 AW3206'CLEAR CREEK AT THE DESCRIBED LOCATION OF THIS MARK.
 AW3206
 AW3206                          STATION RECOVERY (1964)
 AW3206
 AW3206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3206'MARK NOT FOUND.
 AW3206
 AW3206                          STATION RECOVERY (2003)
 AW3206
 AW3206'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW3206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4518 ***********************************************************************
 AW4518  DESIGNATION -  GAGING STATION
 AW4518  PID         -  AW4518
 AW4518  STATE/COUNTY-  TX/HARRIS
 AW4518  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW4518
 AW4518                         *CURRENT SURVEY CONTROL
 AW4518  ___________________________________________________________________
 AW4518* NAD 83(1986)-  29 47 27.     (N)    095 37 25.     (W)     SCALED    
 AW4518* NAVD 88     -        34.34   (+/-2cm)     112.7    (feet)  VERTCON   
 AW4518  ___________________________________________________________________
 AW4518  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW4518
 AW4518  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4518
 AW4518.The horizontal coordinates were scaled from a topographic map and have
 AW4518.an estimated accuracy of +/- 6 seconds.
 AW4518
 AW4518.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4518.The vertical order pertains to the NGVD 29 superseded value.
 AW4518
 AW4518.The geoid height was determined by GEOID03.
 AW4518
 AW4518;                    North         East    Units  Estimated Accuracy
 AW4518;SPC TXSC     - 4,221,660.      926,380.      MT  (+/- 180 meters Scaled)
 AW4518
 AW4518                          SUPERSEDED SURVEY CONTROL
 AW4518
 AW4518  NGVD 29 (??/??/92)   34.336  (m)          112.65   (f) ADJ UNCH    1 2
 AW4518
 AW4518.Superseded values are not recommended for survey control.
 AW4518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4518.See file dsdata.txt to determine how the superseded data were derived.
 AW4518
 AW4518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN463984(NAD 83)
 AW4518_MARKER: DD = SURVEY DISK
 AW4518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4518_SP_SET: SIDEWALK
 AW4518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4518
 AW4518  HISTORY     - Date     Condition        Report By
 AW4518  HISTORY     - UNK      MONUMENTED       USGS
 AW4518  HISTORY     - 1973     GOOD             NGS
 AW4518
 AW4518                          STATION DESCRIPTION
 AW4518
 AW4518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4518'2.4 MI NE FROM ADDICKS.
 AW4518'ABOUT 1.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4518'RAILROAD OVERPASS OVER STATE HIGHWAY 6, THENCE 0.4 MILE NORTH ALONG
 AW4518'ADDICKS-FAIRBANKS RD., THENCE ABOUT 0.4 MILE WEST ALONG THE DAM, 37
 AW4518'FEET NORTH OF THE CENTER LINE OF THE ROAD ALONG THE DAM, 63 FEET SOUTH
 AW4518'OF THE GAGE WELL, SET IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE
 AW4518'WALK AT THE SOUTH END OF A BOARDWALK LEADING TO THE GAGE WELL, AND
 AW4518'ABOUT 8 FEET BELOW THE LEVEL OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0198 ***********************************************************************
 AO0198  DESIGNATION -  GAGING STATION
 AO0198  PID         -  AO0198
 AO0198  STATE/COUNTY-  TX/FRIO
 AO0198  USGS QUAD   -  DILLEY (1974)
 AO0198
 AO0198                         *CURRENT SURVEY CONTROL
 AO0198  ___________________________________________________________________
 AO0198* NAD 83(1986)-  28 44 12.     (N)    099 08 40.     (W)     SCALED    
 AO0198* NAVD 88     -       141.232  (meters)     463.36   (feet)  ADJUSTED  
 AO0198  ___________________________________________________________________
 AO0198  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 AO0198  DYNAMIC HT  -         141.024 (meters)     462.68  (feet)  COMP
 AO0198  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 AO0198
 AO0198  VERT ORDER  -  FIRST     CLASS II
 AO0198
 AO0198.The horizontal coordinates were scaled from a topographic map and have
 AO0198.an estimated accuracy of +/- 6 seconds.
 AO0198
 AO0198.The orthometric height was determined by differential leveling
 AO0198.and adjusted by the National Geodetic Survey in June 1991..
 AO0198
 AO0198.The geoid height was determined by GEOID03.
 AO0198
 AO0198.The dynamic height is computed by dividing the NAVD 88
 AO0198.geopotential number by the normal gravity value computed on the
 AO0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0198.degrees latitude (g = 980.6199 gals.).
 AO0198
 AO0198.The modeled gravity was interpolated from observed gravity values.
 AO0198
 AO0198;                    North         East    Units  Estimated Accuracy
 AO0198;SPC TXSC     - 4,100,120.      585,890.      MT  (+/- 180 meters Scaled)
 AO0198
 AO0198                          SUPERSEDED SURVEY CONTROL
 AO0198
 AO0198  NGVD 29 (??/??/92)  141.108  (m)          462.95   (f) ADJ UNCH    1 2
 AO0198
 AO0198.Superseded values are not recommended for survey control.
 AO0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0198.See file dsdata.txt to determine how the superseded data were derived.
 AO0198
 AO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS858788(NAD 83)
 AO0198_MARKER: DD = SURVEY DISK
 AO0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0198_SP_SET: BRIDGE CURB
 AO0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0198
 AO0198  HISTORY     - Date     Condition        Report By
 AO0198  HISTORY     - UNK      MONUMENTED       USGS
 AO0198  HISTORY     - 1956     GOOD             NGS
 AO0198  HISTORY     - 19960927 MARK NOT FOUND   USPSQD
 AO0198  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 AO0198
 AO0198                          STATION DESCRIPTION
 AO0198
 AO0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0198'4.85 MI N FROM DILLEY.
 AO0198'4.85 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0198'FROM THE STATION AT DILLEY, 118 FEET WEST OF THE WEST RAIL, 9 FEET
 AO0198'WEST OF THE CENTER LINE OF OLD U.S. HIGHWAY 81, BETWEEN THE RAILROAD
 AO0198'AND NEW U.S. HIGHWAY 81, 30 FEET BELOW THE TOP OF THE RAILS, 1.6 FEET
 AO0198'ABOVE THE LEVEL OF THE OLD HIGHWAY, SET IN THE TOP OF THE NORTH END OF
 AO0198'THE WEST CONCRETE CURB OF A CONCRETE BRIDGE UNDER THE OLD HIGHWAY AND
 AO0198'OVER THE FRIO RIVER.
 AO0198
 AO0198                          STATION RECOVERY (1996)
 AO0198
 AO0198'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0198'MARK NOT FOUND.
 AO0198
 AO0198                          STATION RECOVERY (2003)
 AO0198
 AO0198'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0445 ***********************************************************************
 BL0445  DESIGNATION -  GAGING STATION
 BL0445  PID         -  BL0445
 BL0445  STATE/COUNTY-  TX/LIBERTY
 BL0445  USGS QUAD   -  ROMAYOR (1984)
 BL0445
 BL0445                         *CURRENT SURVEY CONTROL
 BL0445  ___________________________________________________________________
 BL0445* NAD 83(1986)-  30 26 59.     (N)    094 50 52.     (W)     SCALED    
 BL0445* NAVD 88     -        22.74   (+/-2cm)      74.6    (feet)  VERTCON   
 BL0445  ___________________________________________________________________
 BL0445  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0445
 BL0445  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0445
 BL0445.The horizontal coordinates were scaled from a topographic map and have
 BL0445.an estimated accuracy of +/- 6 seconds.
 BL0445
 BL0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0445.The vertical order pertains to the NGVD 29 superseded value.
 BL0445
 BL0445.The geoid height was determined by GEOID03.
 BL0445
 BL0445;                    North         East    Units  Estimated Accuracy
 BL0445;SPC TX C     - 3,099,790.    1,226,630.      MT  (+/- 180 meters Scaled)
 BL0445
 BL0445                          SUPERSEDED SURVEY CONTROL
 BL0445
 BL0445  NGVD 29 (??/??/92)   22.752  (m)           74.65   (f) ADJ UNCH    2 0
 BL0445
 BL0445.Superseded values are not recommended for survey control.
 BL0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0445.See file dsdata.txt to determine how the superseded data were derived.
 BL0445
 BL0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP225700(NAD 83)
 BL0445_MARKER: DD = SURVEY DISK
 BL0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0445+STABILITY: SURFACE MOTION
 BL0445
 BL0445  HISTORY     - Date     Condition        Report By
 BL0445  HISTORY     - UNK      MONUMENTED       USGS
 BL0445  HISTORY     - 1934     GOOD             NGS
 BL0445
 BL0445                          STATION DESCRIPTION
 BL0445
 BL0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0445'5.3 MI W FROM RYE.
 BL0445'5.3 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM RYE,
 BL0445'LIBERTY COUNTY, 0.4 MILE WEST OF ROMAYOR, ON THE EAST BANK OF TRINITY
 BL0445'RIVER, 20 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF THE
 BL0445'NORTH SIDE OF A CYLINDRICAL MASONRY STRUCTURE, AND ABOUT 14 FEET LOWER
 BL0445'THAN THE TOP OF A RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 BL0445'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0145 ***********************************************************************
 DO0145  DESIGNATION -  GAGING STATION
 DO0145  PID         -  DO0145
 DO0145  STATE/COUNTY-  TX/JACK
 DO0145  USGS QUAD   -  LYNN CREEK (1981)
 DO0145
 DO0145                         *CURRENT SURVEY CONTROL
 DO0145  ___________________________________________________________________
 DO0145* NAD 83(1986)-  33 16 57.     (N)    098 17 55.     (W)     SCALED    
 DO0145* NAVD 88     -       317.221  (meters)    1040.75   (feet)  ADJUSTED  
 DO0145  ___________________________________________________________________
 DO0145  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0145  DYNAMIC HT  -         316.858 (meters)    1039.56  (feet)  COMP
 DO0145  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 DO0145
 DO0145  VERT ORDER  -  SECOND    CLASS 0
 DO0145
 DO0145.The horizontal coordinates were scaled from a topographic map and have
 DO0145.an estimated accuracy of +/- 6 seconds.
 DO0145
 DO0145.The orthometric height was determined by differential leveling
 DO0145.and adjusted by the National Geodetic Survey in June 1991..
 DO0145
 DO0145.The geoid height was determined by GEOID03.
 DO0145
 DO0145.The dynamic height is computed by dividing the NAVD 88
 DO0145.geopotential number by the normal gravity value computed on the
 DO0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0145.degrees latitude (g = 980.6199 gals.).
 DO0145
 DO0145.The modeled gravity was interpolated from observed gravity values.
 DO0145
 DO0145;                    North         East    Units  Estimated Accuracy
 DO0145;SPC TXNC     - 2,179,200.      618,760.      MT  (+/- 180 meters Scaled)
 DO0145
 DO0145                          SUPERSEDED SURVEY CONTROL
 DO0145
 DO0145  NGVD 29 (??/??/92)  317.145  (m)         1040.50   (f) ADJ UNCH    2 0
 DO0145
 DO0145.Superseded values are not recommended for survey control.
 DO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0145.See file dsdata.txt to determine how the superseded data were derived.
 DO0145
 DO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB653828(NAD 83)
 DO0145_MARKER: DD = SURVEY DISK
 DO0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0145_SP_SET: ABUTMENT
 DO0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0145
 DO0145  HISTORY     - Date     Condition        Report By
 DO0145  HISTORY     - UNK      MONUMENTED       USGS
 DO0145  HISTORY     - 1961     GOOD             NGS
 DO0145  HISTORY     - 20010325 GOOD             USPSQD
 DO0145  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0145
 DO0145                          STATION DESCRIPTION
 DO0145
 DO0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0145'9.75 MI NW FROM JACKSBORO.
 DO0145'ABOUT 7.55 MILES NORTHWEST ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY
 DO0145'199 FROM THE COURTHOUSE AT JACKSBORO, THENCE 2.2 MILES NORTHWEST ALONG
 DO0145'U.S. HIGHWAY 281, 24 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DO0145'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT
 DO0145'OF THE BRIDGE OVER NORTH CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.
 DO0145
 DO0145                          STATION RECOVERY (2001)
 DO0145
 DO0145'RECOVERY NOTE BY US POWER SQUADRON 2001 (RBP)
 DO0145'RECOVERED IN GOOD CONDITION.
 DO0145
 DO0145                          STATION RECOVERY (2005)
 DO0145
 DO0145'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0950 ***********************************************************************
 AN0950  DESIGNATION -  GAGING STATION
 AN0950  PID         -  AN0950
 AN0950  STATE/COUNTY-  TX/GOLIAD
 AN0950  USGS QUAD   -  GOLIAD (1987)
 AN0950
 AN0950                         *CURRENT SURVEY CONTROL
 AN0950  ___________________________________________________________________
 AN0950* NAD 83(1986)-  28 38 58.     (N)    097 23 04.     (W)     SCALED    
 AN0950* NAVD 88     -        39.68   (+/-2cm)     130.2    (feet)  VERTCON   
 AN0950  ___________________________________________________________________
 AN0950  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0950
 AN0950  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0950
 AN0950.The horizontal coordinates were scaled from a topographic map and have
 AN0950.an estimated accuracy of +/- 6 seconds.
 AN0950
 AN0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0950.The vertical order pertains to the NGVD 29 superseded value.
 AN0950
 AN0950.The geoid height was determined by GEOID03.
 AN0950
 AN0950;                    North         East    Units  Estimated Accuracy
 AN0950;SPC TXSC     - 4,091,540.      757,930.      MT  (+/- 180 meters Scaled)
 AN0950
 AN0950                          SUPERSEDED SURVEY CONTROL
 AN0950
 AN0950  NGVD 29 (??/??/92)   39.750  (m)          130.41   (f) ADJ UNCH    2 0
 AN0950
 AN0950.Superseded values are not recommended for survey control.
 AN0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0950.See file dsdata.txt to determine how the superseded data were derived.
 AN0950
 AN0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS578702(NAD 83)
 AN0950_MARKER: DD = SURVEY DISK
 AN0950_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0950_SP_SET: PILLAR
 AN0950_STAMPING: GAGING STATION
 AN0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0950
 AN0950  HISTORY     - Date     Condition        Report By
 AN0950  HISTORY     - UNK      MONUMENTED       USGS
 AN0950  HISTORY     - 1943     GOOD             NGS
 AN0950  HISTORY     - 1990     GOOD             USPSQD
 AN0950
 AN0950                          STATION DESCRIPTION
 AN0950
 AN0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0950'1.3 MI S FROM GOLIAD.
 AN0950'1.3 MILES SOUTH ALONG U.S. HIGHWAY 77 A FROM THE COURTHOUSE AT GOLIAD,
 AN0950'GOLIAD COUNTY, AT THE SOUTH END OF A BRIDGE OVER SAN ANTONIA RIVER, IN
 AN0950'THE TOP OF THE EAST CONCRETE PILLAR OF THE STEEL SPAN, 15 FEET EAST OF
 AN0950'THE CENTERLINE OF THE HIGHWAY, AND 6 FEET BELOW THE LEVEL OF THE
 AN0950'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY GAGING-STATION DISK,
 AN0950'STAMPED GAGING STATION.  NOTE-- THE ORIGINAL DESCRIPTION HAS STATE
 AN0950'HIGHWAY 29 INSTEAD OF U.S. HIGHWAY 77 A.
 AN0950
 AN0950                          STATION RECOVERY (1990)
 AN0950
 AN0950'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0217 ***********************************************************************
 BM0217  DESIGNATION -  GAGING STATION 139 S
 BM0217  PID         -  BM0217
 BM0217  STATE/COUNTY-  TX/WASHINGTON
 BM0217  USGS QUAD   -  SOMERVILLE (1988)
 BM0217
 BM0217                         *CURRENT SURVEY CONTROL
 BM0217  ___________________________________________________________________
 BM0217* NAD 83(1986)-  30 19 14.     (N)    096 30 35.     (W)     SCALED    
 BM0217* NAVD 88     -        63.92   (+/-2cm)     209.7    (feet)  VERTCON   
 BM0217  ___________________________________________________________________
 BM0217  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BM0217
 BM0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0217
 BM0217.The horizontal coordinates were scaled from a topographic map and have
 BM0217.an estimated accuracy of +/- 6 seconds.
 BM0217
 BM0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0217.The vertical order pertains to the NGVD 29 superseded value.
 BM0217
 BM0217.The geoid height was determined by GEOID03.
 BM0217
 BM0217;                    North         East    Units  Estimated Accuracy
 BM0217;SPC TX C     - 3,078,810.    1,067,640.      MT  (+/- 180 meters Scaled)
 BM0217
 BM0217                          SUPERSEDED SURVEY CONTROL
 BM0217
 BM0217  NGVD 29 (??/??/92)   63.884  (m)          209.59   (f) ADJ UNCH    2 0
 BM0217
 BM0217.Superseded values are not recommended for survey control.
 BM0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0217.See file dsdata.txt to determine how the superseded data were derived.
 BM0217
 BM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU394569(NAD 83)
 BM0217_MARKER: DD = SURVEY DISK
 BM0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0217_SP_SET: ABUTMENT
 BM0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0217
 BM0217  HISTORY     - Date     Condition        Report By
 BM0217  HISTORY     - UNK      MONUMENTED       USGS
 BM0217  HISTORY     - 1954     GOOD             NGS
 BM0217  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BM0217  HISTORY     - 19991010 MARK NOT FOUND   USPSQD
 BM0217
 BM0217                          STATION DESCRIPTION
 BM0217
 BM0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0217'1.6 MI SE FROM SOMERVILLE.
 BM0217'1.6 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BM0217'FROM THE STATION AT SOMERVILLE, 38 FEET WEST OF THE WEST RAIL, 12 FEET
 BM0217'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE
 BM0217'SOUTH STONE ABUTMENT OF BRIDGE 139 A.
 BM0217
 BM0217                          STATION RECOVERY (1991)
 BM0217
 BM0217'RECOVERY NOTE BY US POWER SQUADRON 1991 (TLT)
 BM0217'MARK NOT FOUND.
 BM0217
 BM0217                          STATION RECOVERY (1999)
 BM0217
 BM0217'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0218 ***********************************************************************
 BM0218  DESIGNATION -  GAGING STATION 139 N
 BM0218  PID         -  BM0218
 BM0218  STATE/COUNTY-  TX/BURLESON
 BM0218  USGS QUAD   -  SOMERVILLE (1988)
 BM0218
 BM0218                         *CURRENT SURVEY CONTROL
 BM0218  ___________________________________________________________________
 BM0218* NAD 83(1986)-  30 19 17.     (N)    096 30 35.     (W)     SCALED    
 BM0218* NAVD 88     -        63.72   (+/-2cm)     209.1    (feet)  VERTCON   
 BM0218  ___________________________________________________________________
 BM0218  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BM0218
 BM0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0218
 BM0218.The horizontal coordinates were scaled from a topographic map and have
 BM0218.an estimated accuracy of +/- 6 seconds.
 BM0218
 BM0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0218.The vertical order pertains to the NGVD 29 superseded value.
 BM0218
 BM0218.The geoid height was determined by GEOID03.
 BM0218
 BM0218;                    North         East    Units  Estimated Accuracy
 BM0218;SPC TX C     - 3,078,900.    1,067,640.      MT  (+/- 180 meters Scaled)
 BM0218
 BM0218                          SUPERSEDED SURVEY CONTROL
 BM0218
 BM0218  NGVD 29 (??/??/92)   63.687  (m)          208.95   (f) ADJ UNCH    2 0
 BM0218
 BM0218.Superseded values are not recommended for survey control.
 BM0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0218.See file dsdata.txt to determine how the superseded data were derived.
 BM0218
 BM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU394570(NAD 83)
 BM0218_MARKER: DD = SURVEY DISK
 BM0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0218_SP_SET: ABUTMENT
 BM0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0218
 BM0218  HISTORY     - Date     Condition        Report By
 BM0218  HISTORY     - UNK      MONUMENTED       USGS
 BM0218  HISTORY     - 1954     GOOD             NGS
 BM0218  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BM0218
 BM0218                          STATION DESCRIPTION
 BM0218
 BM0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0218'1.55 MI SE FROM SOMERVILLE.
 BM0218'1.55 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BM0218'FROM THE STATION AT SOMERVILLE, 39 FEET WEST OF THE WEST RAIL, 13 FEET
 BM0218'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE
 BM0218'NORTH STONE ABUTMENT OF BRIDGE 139 A.
 BM0218
 BM0218                          STATION RECOVERY (1991)
 BM0218
 BM0218'RECOVERY NOTE BY US POWER SQUADRON 1991 (TLT)
 BM0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1883 ***********************************************************************
 AW1883  DESIGNATION -  GAGING STATION 4 RM 1
 AW1883  PID         -  AW1883
 AW1883  STATE/COUNTY-  TX/HARRIS
 AW1883  USGS QUAD   -  ADDICKS (1995)
 AW1883
 AW1883                         *CURRENT SURVEY CONTROL
 AW1883  ___________________________________________________________________
 AW1883* NAD 83(1986)-  29 48 04.     (N)    095 41 34.     (W)     SCALED    
 AW1883* NAVD 88     -        33.094  (meters)     108.58   (feet)  ADJUSTED  
 AW1883  ___________________________________________________________________
 AW1883  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW1883  DYNAMIC HT  -          33.049 (meters)     108.43  (feet)  COMP
 AW1883  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 AW1883
 AW1883  VERT ORDER  -  FIRST     CLASS II
 AW1883
 AW1883.The horizontal coordinates were scaled from a topographic map and have
 AW1883.an estimated accuracy of +/- 6 seconds.
 AW1883
 AW1883.The orthometric height was determined by differential leveling
 AW1883.and adjusted by the National Geodetic Survey in June 1991..
 AW1883
 AW1883.The geoid height was determined by GEOID03.
 AW1883
 AW1883.The dynamic height is computed by dividing the NAVD 88
 AW1883.geopotential number by the normal gravity value computed on the
 AW1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1883.degrees latitude (g = 980.6199 gals.).
 AW1883
 AW1883.The modeled gravity was interpolated from observed gravity values.
 AW1883
 AW1883;                    North         East    Units  Estimated Accuracy
 AW1883;SPC TXSC     - 4,222,600.      919,660.      MT  (+/- 180 meters Scaled)
 AW1883
 AW1883                          SUPERSEDED SURVEY CONTROL
 AW1883
 AW1883  NGVD 29 (12/23/87)   33.086  (m)          108.55   (f) ADJUSTED    1 2
 AW1883
 AW1883.Superseded values are not recommended for survey control.
 AW1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1883.See file dsdata.txt to determine how the superseded data were derived.
 AW1883
 AW1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN397997(NAD 83)
 AW1883_MARKER: DR = REFERENCE MARK DISK
 AW1883_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1883_SP_SET: BRIDGE CURB
 AW1883_MARK LOGO: USGS  
 AW1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1883+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 AW1883
 AW1883  HISTORY     - Date     Condition        Report By
 AW1883  HISTORY     - UNK      MONUMENTED       USGS
 AW1883  HISTORY     - 1973     GOOD             NGS
 AW1883  HISTORY     - 1978     GOOD             NGS
 AW1883  HISTORY     - 1986     GOOD             NGS
 AW1883  HISTORY     - 20041011 GOOD             USPSQD
 AW1883
 AW1883                          STATION DESCRIPTION
 AW1883
 AW1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1883'1.25 MI N FROM BARKER.
 AW1883'ABOUT 1 MILE NORTH ALONG BARKER-CYPRESS RD. FROM ITS OVERPASS OVER THE
 AW1883'I-10 HIGHWAY AT BARKER, THENCE 0.25 MILE WEST ALONG BARKER-CYPRESS
 AW1883'RD., 282 FEET NORTH OF THE CENTER OF THE JUNCTION OF GROESCHKE RD. AND
 AW1883'BARKER-CYPRESS RD., AT A CONCRETE BRIDGE OVER MAYDE CREEK, 10 1/2 FEET
 AW1883'WEST OF THE CENTER LINE OF THE ROAD, 25 1/2 FEET WEST OF THE SOUTHWEST
 AW1883'CORNER OF A USGS GAGING WELL, SET IN THE TOP OF THE WEST CONCRETE
 AW1883'FOUNDATION OF THE WEST GUARD RAIL, 10 1/2 FEET SOUTH OF THE NORTH END
 AW1883'OF THE GUARD RAIL, AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE ROAD.
 AW1883
 AW1883                          STATION RECOVERY (1978)
 AW1883
 AW1883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1883'RECOVERED IN GOOD CONDITION.
 AW1883
 AW1883                          STATION RECOVERY (1986)
 AW1883
 AW1883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1883'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 AW1883'NORTHERLY ALONG BARKER-CYPRESS ROAD FROM ITS JUNCTION WITH INTERSTATE
 AW1883'HIGHWAY 10 IN BARKER, THENCE 0.4 KM (0.25 MI) WEST ALONG SAUMS ROAD,
 AW1883'THENCE 0.1 KM (0.05 MI) NORTH ALONG GROESCHKE ROAD.
 AW1883
 AW1883                          STATION RECOVERY (2004)
 AW1883
 AW1883'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1045 ***********************************************************************
 AX1045  DESIGNATION -  GAGING STATION RM
 AX1045  PID         -  AX1045
 AX1045  STATE/COUNTY-  TX/COLORADO
 AX1045  USGS QUAD   -  COLUMBUS (1981)
 AX1045
 AX1045                         *CURRENT SURVEY CONTROL
 AX1045  ___________________________________________________________________
 AX1045* NAD 83(1986)-  29 42 23.     (N)    096 32 13.     (W)     SCALED    
 AX1045* NAVD 88     -        62.33   (+/-2cm)     204.5    (feet)  VERTCON   
 AX1045  ___________________________________________________________________
 AX1045  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1045
 AX1045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1045
 AX1045.The horizontal coordinates were scaled from a topographic map and have
 AX1045.an estimated accuracy of +/- 6 seconds.
 AX1045
 AX1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1045.The vertical order pertains to the NGVD 29 superseded value.
 AX1045
 AX1045.The geoid height was determined by GEOID03.
 AX1045
 AX1045;                    North         East    Units  Estimated Accuracy
 AX1045;SPC TXSC     - 4,210,100.      838,300.      MT  (+/- 180 meters Scaled)
 AX1045
 AX1045                          SUPERSEDED SURVEY CONTROL
 AX1045
 AX1045  NGVD 29 (??/??/92)   62.313  (m)          204.44   (f) ADJ UNCH    2 0
 AX1045
 AX1045.Superseded values are not recommended for survey control.
 AX1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1045.See file dsdata.txt to determine how the superseded data were derived.
 AX1045
 AX1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT382887(NAD 83)
 AX1045_MARKER: DR = REFERENCE MARK DISK
 AX1045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1045_SP_SET: ABUTMENT
 AX1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1045+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1045
 AX1045  HISTORY     - Date     Condition        Report By
 AX1045  HISTORY     - UNK      MONUMENTED       USGS
 AX1045  HISTORY     - 1943     GOOD             NGS
 AX1045  HISTORY     - 1987     GOOD             USPSQD
 AX1045  HISTORY     - 20040318 GOOD             USPSQD
 AX1045  HISTORY     - 20050318 GOOD             USPSQD
 AX1045
 AX1045                          STATION DESCRIPTION
 AX1045
 AX1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1045'IN COLUMBUS.
 AX1045'AT COLUMBUS, COLORADO COUNTY, 0.15 MILE EAST OF THE COURTHOUSE, 1
 AX1045'BLOCK SOUTH OF THE SOUTHERN PACIFIC RAILROAD BRIDGE OVER COLORADO
 AX1045'RIVER, AT THE LARGE STEEL HIGHWAY BRIDGE OVER THE RIVER, IN THE TOP OF
 AX1045'THE SOUTH END OF THE WEST ABUTMENT, 13.8 FEET SOUTH OF THE CENTERLINE
 AX1045'OF U.S. HIGHWAY 90, AND ABOUT LEVEL WITH THE HIGHWAY.  A UNITED STATES
 AX1045'GEOLOGICAL SURVEY STANDARD GAGING-STATION REFERENCE-MARK DISK.
 AX1045
 AX1045                          STATION RECOVERY (1987)
 AX1045
 AX1045'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX1045'RECOVERED IN GOOD CONDITION.
 AX1045
 AX1045                          STATION RECOVERY (2004)
 AX1045
 AX1045'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1045'RECOVERED IN GOOD CONDITION.
 AX1045
 AX1045                          STATION RECOVERY (2005)
 AX1045
 AX1045'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0006 ***********************************************************************
 AX0006  DESIGNATION -  GAGING STATION RM
 AX0006  PID         -  AX0006
 AX0006  STATE/COUNTY-  TX/AUSTIN
 AX0006  USGS QUAD   -  SAN FELIPE (1980)
 AX0006
 AX0006                         *CURRENT SURVEY CONTROL
 AX0006  ___________________________________________________________________
 AX0006* NAD 83(1986)-  29 46 14.     (N)    096 02 16.     (W)     SCALED    
 AX0006* NAVD 88     -        41.26   (+/-2cm)     135.4    (feet)  VERTCON   
 AX0006  ___________________________________________________________________
 AX0006  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0006
 AX0006  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX0006
 AX0006.The horizontal coordinates were scaled from a topographic map and have
 AX0006.an estimated accuracy of +/- 6 seconds.
 AX0006
 AX0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0006.The vertical order pertains to the NGVD 29 superseded value.
 AX0006
 AX0006.The geoid height was determined by GEOID03.
 AX0006
 AX0006;                    North         East    Units  Estimated Accuracy
 AX0006;SPC TXSC     - 4,218,330.      886,410.      MT  (+/- 180 meters Scaled)
 AX0006
 AX0006                          SUPERSEDED SURVEY CONTROL
 AX0006
 AX0006  NGVD 29 (??/??/92)   41.237  (m)          135.29   (f) ADJ UNCH    1 1
 AX0006
 AX0006.Superseded values are not recommended for survey control.
 AX0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0006.See file dsdata.txt to determine how the superseded data were derived.
 AX0006
 AX0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT864970(NAD 83)
 AX0006_MARKER: DD = SURVEY DISK
 AX0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0006_SP_SET: ABUTMENT
 AX0006_STAMPING: GAGING STATION REFERENCE MARK
 AX0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0006
 AX0006  HISTORY     - Date     Condition        Report By
 AX0006  HISTORY     - UNK      MONUMENTED       USGS
 AX0006  HISTORY     - 1973     GOOD             NGS
 AX0006  HISTORY     - 1976     GOOD             NGS
 AX0006  HISTORY     - 1976     GOOD             NGS
 AX0006  HISTORY     - 1978     GOOD             NGS
 AX0006  HISTORY     - 1986     MARK NOT FOUND   NGS
 AX0006  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0006  HISTORY     - 20041012 MARK NOT FOUND   USPSQD
 AX0006
 AX0006                          STATION DESCRIPTION
 AX0006
 AX0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0006'5.25 MI W FROM BROOKSHIRE.
 AX0006'ABOUT 5.25 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AX0006'THE STATION AT BROOKSHIRE, ABOUT 2.2 FEET EAST OF A CONCRETE PLAQUE
 AX0006'FOR THE BRAZOS RIVER BRIDGE, 29 FEET NORTHEAST OF THE NORTH STEEL LEG
 AX0006'OF AN AUSTIN COUNTY AND BRAZOS RIVER SIGN, 15.2 FEET SOUTH OF THE
 AX0006'CENTER LINE OF THE WESTBOUND LANE OF I-10 AND U. S. HWY. 90 SET IN THE
 AX0006'TOP OF THE SOUTH END OF THE WEST ABUTMENT OF THE NORTH BRIDGE OF I-10
 AX0006'AND U.S. HWY. 90 OVER THE BRAZOS RIVER, AND ABOUT LEVEL WITH THE
 AX0006'HIGHWAY.
 AX0006
 AX0006                          STATION RECOVERY (1976)
 AX0006
 AX0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0006'RECOVERED IN GOOD CONDITION.
 AX0006
 AX0006                          STATION RECOVERY (1976)
 AX0006
 AX0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0006'RECOVERED IN GOOD CONDITION.
 AX0006
 AX0006                          STATION RECOVERY (1978)
 AX0006
 AX0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0006'RECOVERED IN GOOD CONDITION.
 AX0006
 AX0006                          STATION RECOVERY (1986)
 AX0006
 AX0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0006'NOT RECOVERED.
 AX0006
 AX0006                          STATION RECOVERY (1999)
 AX0006
 AX0006'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0006'MARK NOT FOUND.
 AX0006
 AX0006                          STATION RECOVERY (2004)
 AX0006
 AX0006'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0469 ***********************************************************************
 CC0469  DESIGNATION -  GAGING STATION USGS
 CC0469  PID         -  CC0469
 CC0469  STATE/COUNTY-  TX/REEVES
 CC0469  USGS QUAD   -  RED BLUFF (1968)
 CC0469
 CC0469                         *CURRENT SURVEY CONTROL
 CC0469  ___________________________________________________________________
 CC0469* NAD 83(1986)-  31 52 43.     (N)    103 56 50.     (W)     SCALED    
 CC0469* NAVD 88     -       863.557  (meters)    2833.19   (feet)  POSTED    
 CC0469  ___________________________________________________________________
 CC0469  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CC0469  DYNAMIC HT  -         862.280 (meters)    2829.00  (feet)  COMP
 CC0469  MODELED GRAV-     979,132.7   (mgal)                       NAVD 88
 CC0469
 CC0469  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0469
 CC0469.The horizontal coordinates were scaled from a topographic map and have
 CC0469.an estimated accuracy of +/- 6 seconds.
 CC0469
 CC0469.The orthometric height was determined by differential leveling
 CC0469.and adjusted by the National Geodetic Survey in 1992..
 CC0469.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0469.rate of 0.0 thru 1.0 mm/km.
 CC0469
 CC0469.The geoid height was determined by GEOID03.
 CC0469
 CC0469.The dynamic height is computed by dividing the NAVD 88
 CC0469.geopotential number by the normal gravity value computed on the
 CC0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0469.degrees latitude (g = 980.6199 gals.).
 CC0469
 CC0469.The modeled gravity was interpolated from observed gravity values.
 CC0469
 CC0469;                    North         East    Units  Estimated Accuracy
 CC0469;SPC TX C     - 3,250,770.      358,120.      MT  (+/- 180 meters Scaled)
 CC0469
 CC0469                          SUPERSEDED SURVEY CONTROL
 CC0469
 CC0469  NGVD 29 (??/??/92)  863.104  (m)         2831.70   (f) ADJ UNCH    1 2
 CC0469
 CC0469.Superseded values are not recommended for survey control.
 CC0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0469.See file dsdata.txt to determine how the superseded data were derived.
 CC0469
 CC0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER995274(NAD 83)
 CC0469_MARKER: DD = SURVEY DISK
 CC0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0469_SP_SET: ABUTMENT
 CC0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0469
 CC0469  HISTORY     - Date     Condition        Report By
 CC0469  HISTORY     - UNK      MONUMENTED       USGS
 CC0469  HISTORY     - 1957     GOOD             NGS
 CC0469  HISTORY     - 1967     MARK NOT FOUND   USGS
 CC0469  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0469
 CC0469                          STATION DESCRIPTION
 CC0469
 CC0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0469'4.5 MI NW FROM ORLA.
 CC0469'ABOUT 4.5 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0469'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 9 1/2 POLES SOUTHEAST
 CC0469'OF MILEPOST 226, IN THE TOP OF THE SOUTHEAST ABUTMENT OF A U.S.
 CC0469'HIGHWAY 285 BRIDGE OVER SALT CREEK, 135 FEET WEST-SOUTHWEST OF THE
 CC0469'NEAR RAIL, 170 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN
 CC0469'RAILROAD BRIDGE, 13 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 CC0469'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CC0469
 CC0469                          STATION RECOVERY (1967)
 CC0469
 CC0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CC0469'MARK NOT FOUND.
 CC0469
 CC0469                          STATION RECOVERY (1981)
 CC0469
 CC0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0469'NOTE=A THOROUGH SEARCH OF THE BRIDGE REVEALED NO EVIDENCE OF THIS
 CC0469'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1547 ***********************************************************************
 AY1547  DESIGNATION -  GAGING STATION USGS
 AY1547  PID         -  AY1547
 AY1547  STATE/COUNTY-  TX/BEXAR
 AY1547  USGS QUAD   -  SCHERTZ (1992)
 AY1547
 AY1547                         *CURRENT SURVEY CONTROL
 AY1547  ___________________________________________________________________
 AY1547* NAD 83(1986)-  29 35 38.     (N)    098 18 41.     (W)     SCALED    
 AY1547* NAVD 88     -       227.442  (meters)     746.20   (feet)  ADJUSTED  
 AY1547  ___________________________________________________________________
 AY1547  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY1547  DYNAMIC HT  -         227.110 (meters)     745.11  (feet)  COMP
 AY1547  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 AY1547
 AY1547  VERT ORDER  -  FIRST     CLASS II
 AY1547
 AY1547.The horizontal coordinates were scaled from a topographic map and have
 AY1547.an estimated accuracy of +/- 6 seconds.
 AY1547
 AY1547.The orthometric height was determined by differential leveling
 AY1547.and adjusted by the National Geodetic Survey in June 1991..
 AY1547
 AY1547.The geoid height was determined by GEOID03.
 AY1547
 AY1547.The dynamic height is computed by dividing the NAVD 88
 AY1547.geopotential number by the normal gravity value computed on the
 AY1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1547.degrees latitude (g = 980.6199 gals.).
 AY1547
 AY1547.The modeled gravity was interpolated from observed gravity values.
 AY1547
 AY1547;                    North         East    Units  Estimated Accuracy
 AY1547;SPC TXSC     - 4,195,310.      666,700.      MT  (+/- 180 meters Scaled)
 AY1547
 AY1547                          SUPERSEDED SURVEY CONTROL
 AY1547
 AY1547.No superseded survey control is available for this station.
 AY1547
 AY1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT666739(NAD 83)
 AY1547_MARKER: DR = REFERENCE MARK DISK
 AY1547_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AY1547+WITH SETTING: PAVEMENT
 AY1547_SP_SET: CEMENT SLAB
 AY1547_STAMPING: GAGING STATION
 AY1547_MARK LOGO: USGS  
 AY1547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1547
 AY1547  HISTORY     - Date     Condition        Report By
 AY1547  HISTORY     - UNK      MONUMENTED       USGS
 AY1547  HISTORY     - 1980     GOOD             NGS
 AY1547  HISTORY     - 1989     GOOD             USPSQD
 AY1547  HISTORY     - 1990     GOOD             USPSQD
 AY1547  HISTORY     - 19990216 GOOD             USPSQD
 AY1547
 AY1547                          STATION DESCRIPTION
 AY1547
 AY1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1547'22.8 KM (14.2 MI) SW FROM SWW BRAUNFELS.
 AY1547'21.2 KM (13.15 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF
 AY1547'INTERSTATE 35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW
 AY1547'BRAUNFELS, THENCE 1.6 KM (1.0 MI) NORTH-NORTHWEST ALONG STATE HIGHWAY
 AY1547'1518 (EVANS ROAD), AT THE JUNCTION OF LOOKOUT ROAD, IN THE TOP CENTER
 AY1547'OF A 3 BY 2-METER CEMENT SLAB ON THE SOUTHWEST EDGE OF CIBOLO CREEK,
 AY1547'APPROXIMATELY 50 METERS SOUTH-SOUTHEAST OF AN ASPHALT ROAD LEADING
 AY1547'NORTHEAST, APPROXIMATELY 65 METERS EAST-NORTHEAST OF EVANS ROAD,
 AY1547'19.5 METERS (64.0 FT) WEST-SOUTHWEST OF A STREAM FLOW MEASURING TANK,
 AY1547'9.5 METERS (31.0 FT) WEST-SOUTHWEST OF A CYCLONE FENCE AROUND A CABLE
 AY1547'SUPPORT FOR A CABLE CROSSING THE CREEK, 1.2 METERS (4.0 FT) SOUTHWEST
 AY1547'OF A STEEL CABLE GUY WITH A TURNBUCKLE.
 AY1547'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 AY1547
 AY1547                          STATION RECOVERY (1989)
 AY1547
 AY1547'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1547'RECOVERED IN GOOD CONDITION.
 AY1547
 AY1547                          STATION RECOVERY (1990)
 AY1547
 AY1547'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1547'RECOVERED IN GOOD CONDITION.
 AY1547
 AY1547                          STATION RECOVERY (1999)
 AY1547
 AY1547'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0566 ***********************************************************************
 BM0566  DESIGNATION -  GAGING STATION USGS
 BM0566  PID         -  BM0566
 BM0566  STATE/COUNTY-  TX/TRAVIS
 BM0566  USGS QUAD   -  MONTOPOLIS (1988)
 BM0566
 BM0566                         *CURRENT SURVEY CONTROL
 BM0566  ___________________________________________________________________
 BM0566* NAD 83(1986)-  30 14 40.     (N)    097 41 28.     (W)     SCALED    
 BM0566* NAVD 88     -       140.331  (meters)     460.40   (feet)  ADJUSTED  
 BM0566  ___________________________________________________________________
 BM0566  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BM0566  DYNAMIC HT  -         140.140 (meters)     459.78  (feet)  COMP
 BM0566  MODELED GRAV-     979,279.0   (mgal)                       NAVD 88
 BM0566
 BM0566  VERT ORDER  -  FIRST     CLASS I
 BM0566
 BM0566.The horizontal coordinates were scaled from a topographic map and have
 BM0566.an estimated accuracy of +/- 6 seconds.
 BM0566
 BM0566.The orthometric height was determined by differential leveling
 BM0566.and adjusted by the National Geodetic Survey in June 1991..
 BM0566
 BM0566.The geoid height was determined by GEOID03.
 BM0566
 BM0566.The dynamic height is computed by dividing the NAVD 88
 BM0566.geopotential number by the normal gravity value computed on the
 BM0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0566.degrees latitude (g = 980.6199 gals.).
 BM0566
 BM0566.The modeled gravity was interpolated from observed gravity values.
 BM0566
 BM0566;                    North         East    Units  Estimated Accuracy
 BM0566;SPC TX C     - 3,067,070.      954,280.      MT  (+/- 180 meters Scaled)
 BM0566
 BM0566                          SUPERSEDED SURVEY CONTROL
 BM0566
 BM0566  NGVD 29 (??/??/92)  140.241  (m)          460.11   (f) ADJ UNCH    1 1
 BM0566
 BM0566.Superseded values are not recommended for survey control.
 BM0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0566.See file dsdata.txt to determine how the superseded data were derived.
 BM0566
 BM0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU259465(NAD 83)
 BM0566_MARKER: DD = SURVEY DISK
 BM0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0566_SP_SET: ABUTMENT
 BM0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0566
 BM0566  HISTORY     - Date     Condition        Report By
 BM0566  HISTORY     - UNK      MONUMENTED       USGS
 BM0566  HISTORY     - 1973     GOOD             NGS
 BM0566  HISTORY     - 1978     GOOD             NGS
 BM0566  HISTORY     - 1990     GOOD             USPSQD
 BM0566  HISTORY     - 20010224 GOOD             USPSQD
 BM0566  HISTORY     - 20030308 GOOD             USPSQD
 BM0566  HISTORY     - 20050226 GOOD             USPSQD
 BM0566
 BM0566                          STATION DESCRIPTION
 BM0566
 BM0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0566'IN MONTOPOLIS.
 BM0566'FROM THE SOUTH END OF THE MOST WESTERLY AND OLDEST ONE OF THE TWO
 BM0566'HIGHWAY BRIDGES OVER THE COLORADO RIVER AT MONTOPOLIS, 19.5 FEET WEST
 BM0566'OF THE CENTER LINE OF THE SOUTH BOUND LAND OF THE U.S. HIGHWAY 183,
 BM0566'0.7 FEET SOUTHWEST OF THE SOUTH END OF THE WEST CONCRETE WALKWAY, 1.0
 BM0566'FEET SOUTH OF THE WEST STEEL BANNISTER SET IN TOP OF THE WEST END OF
 BM0566'THE SOUTH CONCRETE ABUTMENT, 1.0 FEET BELOW THE WALKWAY.
 BM0566
 BM0566                          STATION RECOVERY (1978)
 BM0566
 BM0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0566'RECOVERED IN GOOD CONDITION.
 BM0566
 BM0566                          STATION RECOVERY (1990)
 BM0566
 BM0566'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0566'RECOVERED IN GOOD CONDITION.
 BM0566
 BM0566                          STATION RECOVERY (2001)
 BM0566
 BM0566'RECOVERY NOTE BY US POWER SQUADRON 2001 (MJW)
 BM0566'RECOVERED IN GOOD CONDITION.
 BM0566
 BM0566                          STATION RECOVERY (2003)
 BM0566
 BM0566'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0566'RECOVERED IN GOOD CONDITION.
 BM0566
 BM0566                          STATION RECOVERY (2005)
 BM0566
 BM0566'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMW)
 BM0566'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1075 ***********************************************************************
 CU1075  DESIGNATION -  GAIL
 CU1075  PID         -  CU1075
 CU1075  STATE/COUNTY-  TX/BORDEN
 CU1075  USGS QUAD   -  GAIL (1969)
 CU1075
 CU1075                         *CURRENT SURVEY CONTROL
 CU1075  ___________________________________________________________________
 CU1075* NAD 83(1993)-  32 46 12.96812(N)    101 27 50.45371(W)     ADJUSTED  
 CU1075* NAVD 88     -       857.     (meters)    2812.     (feet)  SCALED    
 CU1075  ___________________________________________________________________
 CU1075  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 CU1075  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CU1075
 CU1075  HORZ ORDER  -  SECOND
 CU1075
 CU1075.The horizontal coordinates were established by classical geodetic methods
 CU1075.and adjusted by the National Geodetic Survey in February 1996..
 CU1075
 CU1075.The orthometric height was scaled from a topographic map.
 CU1075
 CU1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1075
 CU1075.The geoid height was determined by GEOID03.
 CU1075
 CU1075;                    North         East     Units Scale Factor Converg.
 CU1075;SPC TXNC     - 2,126,295.300   322,356.541   MT  0.99988461   -1 36 59.6
 CU1075;SPC TXNC     - 6,976,020.50  1,057,598.08   sFT  0.99988461   -1 36 59.6
 CU1075;UTM  14      - 3,628,506.663   269,197.643   MT  1.00025689   -1 20 03.5
 CU1075
 CU1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1075!SPC TXNC     -   0.99986939  x   0.99988461  =   0.99975401
 CU1075!UTM  14      -   0.99986939  x   1.00025689  =   1.00012624
 CU1075
 CU1075|---------------------------------------------------------------------|
 CU1075| PID    Reference Object                     Distance      Geod. Az  |
 CU1075|                                                           dddmmss.s |
 CU1075| CH9402 GAIL RM 1                             9.129 METERS 04444     |
 CU1075| CH9404 GAIL MAGNETIC STA 1                                0903000.1 |
 CU1075| CU1074 GAIL FAA MICROWAVE                  APPROX. 4.0 KM 1194925.8 |
 CU1075| CH9403 GAIL RM 2                            19.500 METERS 32747     |
 CU1075|---------------------------------------------------------------------|
 CU1075
 CU1075                          SUPERSEDED SURVEY CONTROL
 CU1075
 CU1075  NAD 83(1993)-  32 46 12.97478(N)    101 27 50.44519(W) AD(       ) 2
 CU1075  NAD 83(1986)-  32 46 12.97475(N)    101 27 50.44504(W) AD(       ) 2
 CU1075  NAD 27      -  32 46 12.59530(N)    101 27 48.96339(W) AD(       ) 2
 CU1075
 CU1075.Superseded values are not recommended for survey control.
 CU1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1075.See file dsdata.txt to determine how the superseded data were derived.
 CU1075
 CU1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB6919828507(NAD 83)
 CU1075_MARKER: DS = TRIANGULATION STATION DISK
 CU1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1075
 CU1075  HISTORY     - Date     Condition        Report By
 CU1075  HISTORY     - 1968     MONUMENTED       CGS
 CU1075
 CU1075                          STATION DESCRIPTION
 CU1075
 CU1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1075'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO RIDGE BETWEEN.
 CU1075'
 CU1075'STATION IS LOCATED ABOUT 1.0 MILE WEST OF GAIL AND ABOUT 1/2
 CU1075'MILE SOUTH OF U.S. HIGHWAY 180 AND IS ON THE NORTH END OF A
 CU1075'VERY PROMINENT BUTTE.
 CU1075'
 CU1075'TO REACH FROM THE BORDEN COUNTY COURTHOUSE IN GAIL, GO WEST ON
 CU1075'U.S. HIGHWAY 180 FOR 1.0 MILE TO A SIDE ROAD AND WIRE GATE ON
 CU1075'THE LEFT, PASS THROUGH THE GATE AND CONTINUE WESTERLY ON A BLADED
 CU1075'ROAD FOR 0.3 MILE TO A BLADED ROAD LEFT, TURN LEFT AND FOLLOW
 CU1075'BLADED ROAD SOUTHERLY FOR 0.45 MILE TO THE TOP OF A BUTTE AND A
 CU1075'SMALL TIN BUILDING ON THE LEFT, CONTINUE SOUTHERLY ON THE ROAD
 CU1075'FOR 0.1 MILE TO THE STATION ON THE LEFT NEAR THE SOUTH END OF A
 CU1075'DOZED OUT AREA.
 CU1075'
 CU1075'STATION MARK IS A STANDARD DISK, STAMPED GAIL 1968, SET IN THE
 CU1075'TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND
 CU1075'SURFACE.  IT IS 41.0 FEET EAST-NORTHEAST OF THE CENTER OF THE ROAD
 CU1075'AND 8.5 FEET EAST OF A METAL WITNESS POST.
 CU1075'
 CU1075'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GAIL NO 1 1968,
 CU1075'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 2 FOOT OUTCROP WHICH
 CU1075'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 34.7
 CU1075'FEET NORTHEAST OF THE WITNESS POST AND IN A DOZED OUT AREA ABOUT
 CU1075'4.0 FEET LOWER THAN THE STATION.
 CU1075'
 CU1075'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GAIL NO 2 1968,
 CU1075'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP WHICH PROJECTS
 CU1075'ABOUT 1.0 INCH ABOVE THE GROUND SURFACE.  IT IS 58.5 FEET NORTHWEST
 CU1075'OF THE WITNESS POST, 21.0 FEET EAST OF THE CENTER OF THE ROAD AND
 CU1075'IN A DOZED OUT AREA ABOUT 5.0 FEET LOWER THAN THE STATION.
 CU1075'
 CU1075'AZIMUTH MARK IS A STANDARD MAGNETIC STATION MARK DISK, STAMPED
 CU1075'1 1924 CEMENTED IN A DRILL HOLE IN A SMALL BOULDER IN THE LAWN
 CU1075'OF THE COURTHOUSE IN GAIL.  IT IS 100.0 FEET SOUTH OF THE CENTER
 CU1075'OF U.S. HIGHWAY 180, 52.0 FEET NORTH-NORTHWEST OF THE NORTHWEST
 CU1075'CORNER OF THE SIDEWALK AROUND THE COURTHOUSE AND 25.0 FEET EAST
 CU1075'OF THE CEMENT CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1074 ***********************************************************************
 CU1074  DESIGNATION -  GAIL FAA MICROWAVE
 CU1074  PID         -  CU1074
 CU1074  STATE/COUNTY-  TX/BORDEN
 CU1074  USGS QUAD   -  GAIL (1969)
 CU1074
 CU1074                         *CURRENT SURVEY CONTROL
 CU1074  ___________________________________________________________________
 CU1074* NAD 83(1993)-  32 45 08.74942(N)    101 25 37.92472(W)     ADJUSTED  
 CU1074* NAVD 88     -                                                        
 CU1074  ___________________________________________________________________
 CU1074  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 CU1074  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CU1074
 CU1074  HORZ ORDER  -  THIRD
 CU1074
 CU1074.The horizontal coordinates were established by classical geodetic methods
 CU1074.and adjusted by the National Geodetic Survey in February 1996..
 CU1074
 CU1074
 CU1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1074
 CU1074.The geoid height was determined by GEOID03.
 CU1074
 CU1074;                    North         East     Units Scale Factor Converg.
 CU1074;SPC TXNC     - 2,124,221.308   325,748.916   MT  0.99988618   -1 35 47.3
 CU1074;SPC TXNC     - 6,969,216.07  1,068,727.90   sFT  0.99988618   -1 35 47.3
 CU1074;UTM  14      - 3,626,448.680   272,601.435   MT  1.00023766   -1 18 49.3
 CU1074
 CU1074                          SUPERSEDED SURVEY CONTROL
 CU1074
 CU1074  NAD 83(1993)-  32 45 08.75587(N)    101 25 37.91612(W) AD(       ) 4
 CU1074  NAD 83(1986)-  32 45 08.75555(N)    101 25 37.91512(W) AD(       ) 4
 CU1074  NAD 27      -  32 45 08.37353(N)    101 25 36.43664(W) AD(       ) 3
 CU1074
 CU1074.Superseded values are not recommended for survey control.
 CU1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1074.See file dsdata.txt to determine how the superseded data were derived.
 CU1074
 CU1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB7260126449(NAD 83)
 CU1074_MARKER: 44 = MICROWAVE MAST
 CU1074
 CU1074  HISTORY     - Date     Condition        Report By
 CU1074  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1074
 CU1074                          STATION DESCRIPTION
 CU1074
 CU1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1074'IT IS A LACED STEEL MAST, PAINTED RED AND WHITE AND IS ABOUT 200
 CU1074'FEET HIGH.  THE POINT INTERSECTED WAS THE TOP-CENTER OF THE MAST.
 CU1074'
 CU1074'TO REACH FROM THE POST OFFICE IN GAIL, GO EAST ON U.S. HIGHWAY
 CU1074'180 FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON A
 CU1074'BLADED ROAD FOR 1.45 MILES TO A SIDE ROAD LEFT AND CATTLEGUARD,
 CU1074'TURN LEFT AND GO EAST ON A BLADED ROAD FOR 0.25 MILE TO THE
 CU1074'MICROWAVE ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0786 ***********************************************************************
 CV0786  DESIGNATION -  GAINES ET
 CV0786  PID         -  CV0786
 CV0786  STATE/COUNTY-  TX/GAINES
 CV0786  USGS QUAD   -  LOOP (1969)
 CV0786
 CV0786                         *CURRENT SURVEY CONTROL
 CV0786  ___________________________________________________________________
 CV0786* NAD 83(1993)-  32 55 40.89111(N)    102 24 58.40017(W)     ADJUSTED  
 CV0786* NAVD 88     -       997.3    (meters)    3272.     (feet)  VERTCON   
 CV0786  ___________________________________________________________________
 CV0786  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 CV0786  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CV0786
 CV0786  HORZ ORDER  -  SECOND
 CV0786
 CV0786.The horizontal coordinates were established by classical geodetic methods
 CV0786.and adjusted by the National Geodetic Survey in February 1996..
 CV0786
 CV0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0786
 CV0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0786
 CV0786.The geoid height was determined by GEOID03.
 CV0786
 CV0786;                    North         East     Units Scale Factor Converg.
 CV0786;SPC TXNC     - 2,146,697.139   233,850.200   MT  0.99987494   -2 08 09.2
 CV0786;SPC TXNC     - 7,042,955.53    767,223.53   sFT  0.99987494   -2 08 09.2
 CV0786;UTM  13      - 3,646,270.227   741,595.285   MT  1.00031975   +1 24 18.7
 CV0786
 CV0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0786!SPC TXNC     -   0.99984702  x   0.99987494  =   0.99972198
 CV0786!UTM  13      -   0.99984702  x   1.00031975  =   1.00016672
 CV0786
 CV0786|---------------------------------------------------------------------|
 CV0786| PID    Reference Object                     Distance      Geod. Az  |
 CV0786|                                                           dddmmss.s |
 CV0786| CH9406 GAINES ET RM 2                       47.721 METERS 17956     |
 CV0786| CV0813 SEAGRAVES ET USGS 1968              APPROX.13.3 KM 2770700.9 |
 CV0786| CH9405 GAINES ET RM 1                       43.395 METERS 35956     |
 CV0786|---------------------------------------------------------------------|
 CV0786
 CV0786                          SUPERSEDED SURVEY CONTROL
 CV0786
 CV0786  NAD 83(1986)-  32 55 40.89914(N)    102 24 58.39304(W) AD(       ) 2
 CV0786  NAD 27      -  32 55 40.55946(N)    102 24 56.72462(W) AD(       ) 2
 CV0786  NGVD 29 (07/19/86)  997.0    (m)         3271.     (f) VERT ANG       
 CV0786
 CV0786.Superseded values are not recommended for survey control.
 CV0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0786.See file dsdata.txt to determine how the superseded data were derived.
 CV0786
 CV0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4159546270(NAD 83)
 CV0786_MARKER: DD = SURVEY DISK
 CV0786_SETTING: 0 = UNSPECIFIED SETTING
 CV0786
 CV0786  HISTORY     - Date     Condition        Report By
 CV0786  HISTORY     - 1968     MONUMENTED       USGS
 CV0786
 CV0786                          STATION DESCRIPTION
 CV0786
 CV0786'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 CV0786'THE STATION IS LOCATED SOUTH 83 DEG EAST ABOUT 8.2 MILES AIRLINE
 CV0786'FROM SEAGRAVES, TEXAS, ON THE EAST RIGHT-OF-WAY OF FARM-TO-MARKET
 CV0786'ROAD 303.
 CV0786'
 CV0786'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE HIGHWAY
 CV0786'83 IN SEAGRAVES, GO 8.5 MILES EAST ON STATE HIGHWAY 83 TO
 CV0786'FARM-TO-MARKET ROAD 303 AT LOOP, TURN LEFT AND GO 0.9 MILE NORTH
 CV0786'ON FARM-TO-MARKET ROAD 303 TO THE STATION ON THE RIGHT.  THE
 CV0786'STATION IS 47 FEET EAST OF THE HIGHWAY AND 4 FEET NORTHWEST OF A
 CV0786'POWERPOLE.  THE STATION IS 4 FEET SOUTHEAST OF A USGS
 CV0786'WITNESS SIGN MOUNTED ON A METAL POST.
 CV0786'
 CV0786'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 CV0786'ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN ORANGEBURG TILE,
 CV0786'6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 CV0786'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED GAINES ET 1968.
 CV0786'
 CV0786'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 47 FEET EAST OF THE
 CV0786'HIGHWAY AND 2 FEET WEST OF A POWERPOLE.  A USGS BRONZE REFERENCE
 CV0786'MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (5 FEET),
 CV0786'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 CV0786'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 CV0786'IS STAMPED GAINES ET 1968 - 1.
 CV0786'
 CV0786'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 47 FEET EAST OF THE
 CV0786'HIGHWAY AND 2 FEET WEST OF A POWER POLE.  A USGS BRONZE REFERENCE
 CV0786'MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL
 CV0786'(7 FEET), CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER,
 CV0786'12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 CV0786'GROUND AND IS STAMPED GAINES ET AL 1968 - 2.
 CV0786'
 CV0786'STATION SEAGRAVES ET 1968 IS VISIBLE FROM THE GROUND AND WILL
 CV0786'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1293 ***********************************************************************
 DN1293  DESIGNATION -  GAINESVILLE E MUNICIPAL TANK
 DN1293  PID         -  DN1293
 DN1293  STATE/COUNTY-  TX/COOKE
 DN1293  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN1293
 DN1293                         *CURRENT SURVEY CONTROL
 DN1293  ___________________________________________________________________
 DN1293* NAD 83(1993)-  33 37 31.07267(N)    097 07 53.44649(W)     ADJUSTED  
 DN1293* NAVD 88     -                                                        
 DN1293  ___________________________________________________________________
 DN1293  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DN1293  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN1293
 DN1293  HORZ ORDER  -  THIRD
 DN1293
 DN1293.The horizontal coordinates were established by classical geodetic methods
 DN1293.and adjusted by the National Geodetic Survey in February 1996..
 DN1293
 DN1293
 DN1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1293
 DN1293.The geoid height was determined by GEOID03.
 DN1293
 DN1293;                    North         East     Units Scale Factor Converg.
 DN1293;SPC TXNC     - 2,218,023.925   726,966.376   MT  0.99992262   +0 44 46.9
 DN1293;SPC TXNC     - 7,276,966.83  2,385,055.52   sFT  0.99992262   +0 44 46.9
 DN1293;UTM  14      - 3,722,176.302   673,316.643   MT  0.99997034   +1 02 05.8
 DN1293
 DN1293                          SUPERSEDED SURVEY CONTROL
 DN1293
 DN1293  NAD 83(1993)-  33 37 31.07338(N)    097 07 53.44444(W) AD(       ) 4
 DN1293  NAD 83(1986)-  33 37 31.07782(N)    097 07 53.43482(W) AD(       ) 4
 DN1293  NAD 27      -  33 37 30.68900(N)    097 07 52.39700(W) AD(       ) 3
 DN1293
 DN1293.Superseded values are not recommended for survey control.
 DN1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1293.See file dsdata.txt to determine how the superseded data were derived.
 DN1293
 DN1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7331722176(NAD 83)
 DN1293_MARKER: 53 = ELEVATED TANK
 DN1293
 DN1293  HISTORY     - Date     Condition        Report By
 DN1293  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1293  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN1293  HISTORY     - 20050518 MARK NOT FOUND   USPSQD
 DN1293
 DN1293                          STATION DESCRIPTION
 DN1293
 DN1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1293'THE STATION IS LOCATED JUST WEST OF RITCHEY ST. BETWEEN GRIBBLE
 DN1293'ST. AND BROADWAY IN GAINESVILLE.  THE TANK HAS A CONICAL SHAPED
 DN1293'ROOF WITH A BALL AT THE APEX OF THE ROOF AND IS SUPPORTED BY
 DN1293'A 4 LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 75 FEET.
 DN1293'
 DN1293'THE POINT OBSERVED WAS THE BALL AT THE APEX OF THE ROOF OF TANK.
 DN1293
 DN1293                          STATION RECOVERY (1995)
 DN1293
 DN1293'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1293'MARK NOT FOUND.
 DN1293
 DN1293                          STATION RECOVERY (2005)
 DN1293
 DN1293'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DN1293'A REPLACEMENT TANK WITH AN ELLIPSOIDAL TOP IS ON THE APPROXIMATE SITE.
 DN1293' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1291 ***********************************************************************
 DN1291  DESIGNATION -  GAINESVILLE MID CONT OIL MAST
 DN1291  PID         -  DN1291
 DN1291  STATE/COUNTY-  TX/COOKE
 DN1291  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN1291
 DN1291                         *CURRENT SURVEY CONTROL
 DN1291  ___________________________________________________________________
 DN1291* NAD 83(1993)-  33 39 41.45870(N)    097 07 59.69246(W)     ADJUSTED  
 DN1291* NAVD 88     -                                                        
 DN1291  ___________________________________________________________________
 DN1291  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DN1291  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DN1291
 DN1291  HORZ ORDER  -  THIRD
 DN1291
 DN1291.The horizontal coordinates were established by classical geodetic methods
 DN1291.and adjusted by the National Geodetic Survey in February 1996..
 DN1291
 DN1291
 DN1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1291
 DN1291.The geoid height was determined by GEOID03.
 DN1291
 DN1291;                    North         East     Units Scale Factor Converg.
 DN1291;SPC TXNC     - 2,222,038.384   726,753.156   MT  0.99992914   +0 44 43.5
 DN1291;SPC TXNC     - 7,290,137.60  2,384,355.98   sFT  0.99992914   +0 44 43.5
 DN1291;UTM  14      - 3,726,189.811   673,083.162   MT  0.99996933   +1 02 05.9
 DN1291
 DN1291                          SUPERSEDED SURVEY CONTROL
 DN1291
 DN1291  NAD 83(1993)-  33 39 41.45969(N)    097 07 59.69094(W) AD(       ) 4
 DN1291  NAD 83(1986)-  33 39 41.44358(N)    097 07 59.67475(W) AD(       ) 4
 DN1291  NAD 27      -  33 39 41.06000(N)    097 07 58.64300(W) AD(       ) 3
 DN1291
 DN1291.Superseded values are not recommended for survey control.
 DN1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1291.See file dsdata.txt to determine how the superseded data were derived.
 DN1291
 DN1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7308326190(NAD 83)
 DN1291_MARKER: 42 = RADIO/TV MAST
 DN1291_SETTING: 0 = UNSPECIFIED SETTING
 DN1291
 DN1291  HISTORY     - Date     Condition        Report By
 DN1291  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1291  HISTORY     - 1958     GOOD             USGS
 DN1291  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN1291
 DN1291                          STATION DESCRIPTION
 DN1291
 DN1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1291'THE STATION IS LOCATED 1.3 MILES NORTH OF THE JUNCTION OF
 DN1291'BUSINESS ROUTES U.S. 82 AND U.S. 77 IN THE NORTH PART OF
 DN1291'GAINESVILLE.  IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE
 DN1291'HELD IN PLACE BY GUY CABLES AND HAS AN OVERALL HEIGHT OF 180
 DN1291'FEET.
 DN1291'
 DN1291'THE POINT OBSERVED WAS A RED LIGHT AT THE TOP OF MAST.
 DN1291
 DN1291                          STATION RECOVERY (1958)
 DN1291
 DN1291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1291'RECOVERED BY USGS IN 1958.
 DN1291'
 DN1291'STATION MARK--RED LIGHT AT TOP OF RADIO MAST.
 DN1291
 DN1291                          STATION RECOVERY (1995)
 DN1291
 DN1291'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1282 ***********************************************************************
 DN1282  DESIGNATION -  GAINESVILLE RAD STA KGAF MAST
 DN1282  PID         -  DN1282
 DN1282  STATE/COUNTY-  TX/COOKE
 DN1282  USGS QUAD   -  CALLISBURG (1978)
 DN1282
 DN1282                         *CURRENT SURVEY CONTROL
 DN1282  ___________________________________________________________________
 DN1282* NAD 83(1993)-  33 37 43.38375(N)    097 06 27.94670(W)     ADJUSTED  
 DN1282* NAVD 88     -                                                        
 DN1282  ___________________________________________________________________
 DN1282  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DN1282  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN1282
 DN1282  HORZ ORDER  -  THIRD
 DN1282
 DN1282.The horizontal coordinates were established by classical geodetic methods
 DN1282.and adjusted by the National Geodetic Survey in February 1996..
 DN1282
 DN1282
 DN1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1282
 DN1282.The geoid height was determined by GEOID03.
 DN1282
 DN1282;                    North         East     Units Scale Factor Converg.
 DN1282;SPC TXNC     - 2,218,432.118   729,164.709   MT  0.99992322   +0 45 33.5
 DN1282;SPC TXNC     - 7,278,306.04  2,392,267.88   sFT  0.99992322   +0 45 33.5
 DN1282;UTM  14      - 3,722,595.590   675,513.006   MT  0.99997978   +1 02 53.5
 DN1282
 DN1282                          SUPERSEDED SURVEY CONTROL
 DN1282
 DN1282  NAD 83(1993)-  33 37 43.38448(N)    097 06 27.94514(W) AD(       ) 4
 DN1282  NAD 83(1986)-  33 37 43.38875(N)    097 06 27.93520(W) AD(       ) 4
 DN1282  NAD 27      -  33 37 43.00300(N)    097 06 26.90100(W) AD(       ) 3
 DN1282
 DN1282.Superseded values are not recommended for survey control.
 DN1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1282.See file dsdata.txt to determine how the superseded data were derived.
 DN1282
 DN1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7551322596(NAD 83)
 DN1282_MARKER: 42 = RADIO/TV MAST
 DN1282
 DN1282  HISTORY     - Date     Condition        Report By
 DN1282  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1282  HISTORY     - 19950603 GOOD             USPSQD
 DN1282
 DN1282                          STATION DESCRIPTION
 DN1282
 DN1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1282'THE STATION IS LOCATED 2.2 MILES EAST OF THE COURTHOUSE IN
 DN1282'GAINESVILLE AND JUST NORTHWEST OF T ROAD INTERSECTION.  IT
 DN1282'IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE HELD IN PLACE BY
 DN1282'GUY CABLES AND HAS AN OVERALL HEIGHT OF 206 FEET.
 DN1282'
 DN1282'THE POINT OBSERVED WAS A RED LIGHT AT THE TOP OF MAST.
 DN1282
 DN1282                          STATION RECOVERY (1995)
 DN1282
 DN1282'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1288 ***********************************************************************
 DN1288  DESIGNATION -  GAINESVILLE W MUNICIPAL TANK
 DN1288  PID         -  DN1288
 DN1288  STATE/COUNTY-  TX/COOKE
 DN1288  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN1288
 DN1288                         *CURRENT SURVEY CONTROL
 DN1288  ___________________________________________________________________
 DN1288* NAD 83(1993)-  33 37 28.20195(N)    097 09 11.05474(W)     ADJUSTED  
 DN1288* NAVD 88     -                                                        
 DN1288  ___________________________________________________________________
 DN1288  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DN1288  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN1288
 DN1288  HORZ ORDER  -  THIRD
 DN1288
 DN1288.The horizontal coordinates were established by classical geodetic methods
 DN1288.and adjusted by the National Geodetic Survey in February 1996..
 DN1288
 DN1288
 DN1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1288
 DN1288.The geoid height was determined by GEOID03.
 DN1288
 DN1288;                    North         East     Units Scale Factor Converg.
 DN1288;SPC TXNC     - 2,217,909.643   724,967.512   MT  0.99992248   +0 44 04.6
 DN1288;SPC TXNC     - 7,276,591.89  2,378,497.58   sFT  0.99992248   +0 44 04.6
 DN1288;UTM  14      - 3,722,051.952   671,318.293   MT  0.99996184   +1 01 22.7
 DN1288
 DN1288                          SUPERSEDED SURVEY CONTROL
 DN1288
 DN1288  NAD 83(1993)-  33 37 28.20268(N)    097 09 11.05239(W) AD(       ) 4
 DN1288  NAD 83(1986)-  33 37 28.20682(N)    097 09 11.04328(W) AD(       ) 4
 DN1288  NAD 27      -  33 37 27.81800(N)    097 09 10.00200(W) AD(       ) 3
 DN1288
 DN1288.Superseded values are not recommended for survey control.
 DN1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1288.See file dsdata.txt to determine how the superseded data were derived.
 DN1288
 DN1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7131822052(NAD 83)
 DN1288_MARKER: 53 = ELEVATED TANK
 DN1288
 DN1288  HISTORY     - Date     Condition        Report By
 DN1288  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1288  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN1288
 DN1288                          STATION DESCRIPTION
 DN1288
 DN1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1288'THE STATION IS LOCATED AT THE WEST EDGE OF GAINESVILLE AT THE
 DN1288'JUNCTION OF U.S. HIGHWAYS 82 AND 77 AND STATE HIGHWAY 51
 DN1288'AND JUST NORTH OF LEONARD PARK.  THE TANK HAS A CONICAL SHAPED
 DN1288'ROOF WITH A BALL AT THE APEX OF THE ROOF AND IS SUPPORTED
 DN1288'BY A 4 LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 150
 DN1288'FEET.
 DN1288'
 DN1288'THE POINT OBSERVED WAS THE BALL AT THE APEX OF THE ROOF OF TANK.
 DN1288
 DN1288                          STATION RECOVERY (1995)
 DN1288
 DN1288'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1446 ***********************************************************************
 DN1446  SACS        -  This is a Secondary Airport Control Station.
 DN1446  DESIGNATION -  GAINPORT
 DN1446  PID         -  DN1446
 DN1446  STATE/COUNTY-  TX/COOKE
 DN1446  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN1446
 DN1446                         *CURRENT SURVEY CONTROL
 DN1446  ___________________________________________________________________
 DN1446* NAD 83(1993)-  33 39 00.00512(N)    097 12 05.52822(W)     ADJUSTED  
 DN1446* NAVD 88     -       245.79   (meters)     806.4    (feet)  GPS OBS   
 DN1446  ___________________________________________________________________
 DN1446  X           -    -666,293.987 (meters)                     COMP
 DN1446  Y           -  -5,273,123.413 (meters)                     COMP
 DN1446  Z           -   3,514,317.995 (meters)                     COMP
 DN1446  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DN1446  ELLIP HEIGHT-         220.31  (meters)          (12/18/01) GPS OBS
 DN1446  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DN1446
 DN1446  HORZ ORDER  -  FIRST
 DN1446  ELLP ORDER  -  FOURTH    CLASS II
 DN1446
 DN1446.This mark is at Gainesville Muni (GLE) Airport (GLE)
 DN1446
 DN1446.The horizontal coordinates were established by GPS observations
 DN1446.and adjusted by the National Geodetic Survey in September 1997..
 DN1446
 DN1446.The orthometric height was determined by GPS observations and a
 DN1446.high-resolution geoid model.
 DN1446
 DN1446.GPS derived orthometric heights for airport stations designated as
 DN1446.PACS or SACS are published to 2 decimal places.  This maintains
 DN1446.centimeter relative accuracy between the PACS and SACS.  It does
 DN1446.not indicate centimeter accuracy relative to other marks which are
 DN1446.part of the NAVD 88 network.
 DN1446
 DN1446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1446
 DN1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1446
 DN1446.The ellipsoidal height was determined by GPS observations
 DN1446.and is referenced to NAD 83.
 DN1446
 DN1446.The geoid height was determined by GEOID03.
 DN1446
 DN1446;                    North         East     Units Scale Factor Converg.
 DN1446;SPC TXNC     - 2,220,681.051   720,436.241   MT  0.99992702   +0 42 29.4
 DN1446;SPC TXNC     - 7,285,684.41  2,363,631.23   sFT  0.99992702   +0 42 29.4
 DN1446;UTM  14      - 3,724,800.585   666,772.999   MT  0.99994290   +0 59 48.5
 DN1446
 DN1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1446!SPC TXNC     -   0.99996541  x   0.99992702  =   0.99989244
 DN1446!UTM  14      -   0.99996541  x   0.99994290  =   0.99990832
 DN1446
 DN1446:                Primary Azimuth Mark                     Grid Az
 DN1446:SPC TXNC     -  GAINPORT AZ MK                           009 52 03.7
 DN1446:UTM  14      -  GAINPORT AZ MK                           009 34 44.6
 DN1446
 DN1446|---------------------------------------------------------------------|
 DN1446| PID    Reference Object                     Distance      Geod. Az  |
 DN1446|                                                           dddmmss.s |
 DN1446| DN1447 GAINPORT AZ MK                      APPROX. 0.8 KM 0103433.1 |
 DN1446|---------------------------------------------------------------------|
 DN1446
 DN1446                          SUPERSEDED SURVEY CONTROL
 DN1446
 DN1446  ELLIP H (09/13/01)  220.30   (m)                       GP(       ) 4 2
 DN1446  ELLIP H (09/17/97)  220.36   (m)                       GP(       ) 4 2
 DN1446  NAD 83(1993)-  33 39 00.00525(N)    097 12 05.52796(W) AD(       ) 1
 DN1446  ELLIP H (09/12/96)  220.35   (m)                       GP(       ) 5 1
 DN1446  NAD 83(1993)-  33 39 00.00280(N)    097 12 05.52459(W) AD(       ) 3
 DN1446  ELLIP H (02/16/96)  220.31   (m)                       GP(       ) 5 1
 DN1446  NAD 83(1993)-  33 39 00.00706(N)    097 12 05.51945(W) AD(       ) 3
 DN1446  NAD 83(1986)-  33 39 00.00923(N)    097 12 05.51601(W) AD(       ) 3
 DN1446  NAD 27      -  33 38 59.63004(N)    097 12 04.46596(W) AD(       ) 3
 DN1446  NGVD 29 (12/08/88)  246.5    (m)          809.     (f) GPS OBS        
 DN1446
 DN1446.Superseded values are not recommended for survey control.
 DN1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1446.See file dsdata.txt to determine how the superseded data were derived.
 DN1446
 DN1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6677324801(NAD 83)
 DN1446_MARKER: I = METAL ROD
 DN1446_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1446_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1446_STAMPING: GAINPORT 1987
 DN1446_MARK LOGO: NGS   
 DN1446_PROJECTION: FLUSH
 DN1446_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1446+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DN1446_ROD/PIPE-DEPTH: 3.35 meters
 DN1446_SLEEVE-DEPTH  : 0.76 meters
 DN1446
 DN1446  HISTORY     - Date     Condition        Report By
 DN1446  HISTORY     - 1987     MONUMENTED       NGS
 DN1446  HISTORY     - 19880311 GOOD
 DN1446  HISTORY     - 19890301 GOOD             NGS
 DN1446  HISTORY     - 19941225 GOOD             NGS
 DN1446  HISTORY     - 19941225 GOOD             NGS
 DN1446  HISTORY     - 20051112 GOOD             USPSQD
 DN1446
 DN1446                          STATION DESCRIPTION
 DN1446
 DN1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1446'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTHWEST OF GAINESVILLE,
 DN1446'AT THE GAINESVILLE MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF
 DN1446'GAINESVILLE C/O WILLIAM GAITHER-CITY MANAGER, P.O. DRAWER
 DN1446'J,GAINESVILLE, TX 76240.  TELEPHONE NUMBER 817-665-4323.
 DN1446'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 DN1446'U.S. HIGHWAY 82 (EXIT 498B) AT THE NORTH EDGE OF GAINESVILLE, GO WEST
 DN1446'ON U.S. HIGHWAY 82 FOR 4.7 KM (2.90 MI) TO A SIGNAL LIGHT AND WEBER
 DN1446'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON WEBER ROAD FOR 0.9 KM
 DN1446'(0.55 MI) TO BONNAVILLA ROAD, ON THE LEFT.  TURN LEFT AND GO NORTH ON
 DN1446'BONNAVILLA ROAD FOR 0.2 KM (0.10 MI) TO A DRIVE ON THE RIGHT, AND A
 DN1446'SMALL BRICK BUILDING.  TURN RIGHT FOR 0.1 KM (0.05 MI) TO THE NORTH
 DN1446'SIDE OF THE BRICK BUILDING (FIXED BASE OPERATOR OFFICE).  GO
 DN1446'SOUTHEAST ACROSS THE APRON, FROM THE OFFICE, FOR 0.2 KM (0.10 MI) TO
 DN1446'THE STATION ON THE NORTH SIDE OF THE TAXIWAY, THE EAST SIDE OF
 DN1446'THEAPRON.
 DN1446'THE STATION MARK IS SET 21.1 M (69.2 FT) NORTH OF THE CENTERLINE OF A
 DN1446'CONNECTOR, 5.2 M (17.1 FT) EAST OF THE EAST EDGE OF THE APRON, 2.9 M
 DN1446'(9.5 FT) NORTHEAST OF THE CENTER OF A SMALL CONCRETE CABLE MARKER,AND
 DN1446'0.3 M (1.0 FT) WEST OF A WITNESS POST.
 DN1446'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1446'DESCRIBED BY B.L.L.
 DN1446
 DN1446                          STATION RECOVERY (1988)
 DN1446
 DN1446'RECOVERED 1988
 DN1446'RECOVERED IN GOOD CONDITION.
 DN1446
 DN1446                          STATION RECOVERY (1989)
 DN1446
 DN1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DN1446'RECOVERED IN GOOD CONDITION.
 DN1446
 DN1446                          STATION RECOVERY (1994)
 DN1446
 DN1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN1446'THE STATION IS LOCATED ABOUT 37.0 MI (59.5 KM) WEST OF SHERMAN, 33.0
 DN1446'MI (53.1 KM) NORTH OF DENTON, 3.75 MI (6.03 KM) NORTWEST OF
 DN1446'GAINESVILLE AND AT THE GAINESVILLE MUNICIPAL AIRPORT. OWNERSHIP---CITY
 DN1446'OF GAINESVILLE, ROUTE 2 BOX 34-15, GAINESVILLE TX. 76204.  AIRPORT
 DN1446'MANAGER IS FOREST MCBRIDE.  PHONE (817) 665-9026 OR (817) 665-6884.
 DN1446'TO REACH THE STATION FROM THE JUCTION OF INTERSTATE HIGHWAY 35 AND US
 DN1446'HIGHWAY 82 (EXIT 498 B) AT THE NORTH EDGE OF GAINESVILLE, GO WEST ON
 DN1446'US HIGHWAY 82 FOR 2.9 MI (4.7 KM) TO A SIGNAL LIGHT AND WEBER ROAD ON
 DN1446'THE RIGHT.  TURN RIGHT AND GO NORTH ON WEBER ROAD FOR 0.5 MI (0.8 KM)
 DN1446'TO A RIGHT TURN.  TURN RIGHT AND GO FOR 0.05 MI (0.08 KM) TO
 DN1446'BONNAVILLA ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON BONNAVILLA
 DN1446'ROAD FOR 0.15 MI (0.24 KM) TO A ROAD ON THE RIGHT JUST PAST A HANGER.
 DN1446'TURN RIGHT AND GO EAST FOR 0.05 MI (0.08 KM) TO THE APRON.  GO
 DN1446'SOUTHEAST ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DN1446'NORTH SIDE OF THE EAST-WEST TAXIWAY AND THE EAST SIDE OF THE APRON.
 DN1446'THE STATION IS A STEEL ROD WITH A PUNCH HOLE IN THE TOP, ENCASED IN A
 DN1446'5 INCH PVC PIPE WITH A LOGO CAP SET IN CONCRETE FLUSH WITH THE GROUND.
 DN1446'THE STATION IS 69.2 FT (21.1 M) NORTH OF THE CENTERLINE OF A CONNECTOR
 DN1446'TAXIWAY, 17.1 FT (5.2 M) EAST OF THE EAST EDGE OF THE APRON AND 1.0 FT
 DN1446'(0.3 M) WEST OF A FIBERGLASS WITNESS POST.  STATION IS AIRPORT SACS.
 DN1446
 DN1446                          STATION RECOVERY (1994)
 DN1446
 DN1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN1446'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANDE.  AIRPORT MANAGER IS
 DN1446'MIKE SHAHAN.  PHONE (817) 668-4565.
 DN1446
 DN1446                          STATION RECOVERY (2005)
 DN1446
 DN1446'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 DN1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1447 ***********************************************************************
 DN1447  SACS        -  This is a Secondary Airport Control Station.
 DN1447  DESIGNATION -  GAINPORT AZ MK
 DN1447  PID         -  DN1447
 DN1447  STATE/COUNTY-  TX/COOKE
 DN1447  USGS QUAD   -  GAINESVILLE NORTH (1978)
 DN1447
 DN1447                         *CURRENT SURVEY CONTROL
 DN1447  ___________________________________________________________________
 DN1447* NAD 83(1993)-  33 39 23.96873(N)    097 12 00.17794(W)     ADJUSTED  
 DN1447* NAVD 88     -       252.74   (meters)     829.2    (feet)  GPS OBS   
 DN1447  ___________________________________________________________________
 DN1447  X           -    -666,106.651 (meters)                     COMP
 DN1447  Y           -  -5,272,740.494 (meters)                     COMP
 DN1447  Z           -   3,514,936.449 (meters)                     COMP
 DN1447  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DN1447  ELLIP HEIGHT-         227.26  (meters)          (09/13/01) GPS OBS
 DN1447  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DN1447
 DN1447  HORZ ORDER  -  FIRST
 DN1447  ELLP ORDER  -  FIFTH     CLASS I
 DN1447
 DN1447.This mark is at Gainesville Muni (GLE) Airport (GLE)
 DN1447
 DN1447.The horizontal coordinates were established by GPS observations
 DN1447.and adjusted by the National Geodetic Survey in September 1996..
 DN1447
 DN1447.The orthometric height was determined by GPS observations and a
 DN1447.high-resolution geoid model.
 DN1447
 DN1447.GPS derived orthometric heights for airport stations designated as
 DN1447.PACS or SACS are published to 2 decimal places.  This maintains
 DN1447.centimeter relative accuracy between the PACS and SACS.  It does
 DN1447.not indicate centimeter accuracy relative to other marks which are
 DN1447.part of the NAVD 88 network.
 DN1447
 DN1447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1447
 DN1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1447
 DN1447.The ellipsoidal height was determined by GPS observations
 DN1447.and is referenced to NAD 83.
 DN1447
 DN1447.The geoid height was determined by GEOID03.
 DN1447
 DN1447;                    North         East     Units Scale Factor Converg.
 DN1447;SPC TXNC     - 2,221,420.966   720,564.947   MT  0.99992824   +0 42 32.3
 DN1447;SPC TXNC     - 7,288,111.95  2,364,053.50   sFT  0.99992824   +0 42 32.3
 DN1447;UTM  14      - 3,725,541.151   666,897.977   MT  0.99994341   +0 59 52.0
 DN1447
 DN1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1447!SPC TXNC     -   0.99996432  x   0.99992824  =   0.99989257
 DN1447!UTM  14      -   0.99996432  x   0.99994341  =   0.99990774
 DN1447
 DN1447:                Primary Azimuth Mark                     Grid Az
 DN1447:SPC TXNC     -  GAINPORT                                 189 52 03.8
 DN1447:UTM  14      -  GAINPORT                                 189 34 44.1
 DN1447
 DN1447|---------------------------------------------------------------------|
 DN1447| PID    Reference Object                     Distance      Geod. Az  |
 DN1447|                                                           dddmmss.s |
 DN1447| DN1446 GAINPORT                            APPROX. 0.8 KM 1903436.1 |
 DN1447|---------------------------------------------------------------------|
 DN1447
 DN1447                          SUPERSEDED SURVEY CONTROL
 DN1447
 DN1447  ELLIP H (09/12/96)  227.32   (m)                       GP(       ) 5 1
 DN1447  NAD 83(1993)-  33 39 23.96707(N)    097 12 00.17391(W) AD(       ) 3
 DN1447  NAD 83(1993)-  33 39 23.97134(N)    097 12 00.16876(W) AD(       ) 3
 DN1447  NAD 83(1986)-  33 39 23.97353(N)    097 12 00.16533(W) AD(       ) 3
 DN1447  NAD 27      -  33 39 23.59493(N)    097 11 59.11534(W) AD(       ) 3
 DN1447  NGVD 29 (12/08/88)  253.4    (m)          831.     (f) GPS OBS        
 DN1447
 DN1447.Superseded values are not recommended for survey control.
 DN1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1447.See file dsdata.txt to determine how the superseded data were derived.
 DN1447
 DN1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6689825541(NAD 83)
 DN1447_MARKER: I = METAL ROD
 DN1447_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1447_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1447_STAMPING: GAINPORT AZ MK 1987
 DN1447_MARK LOGO: NGS   
 DN1447_PROJECTION: FLUSH
 DN1447_MAGNETIC: I = MARKER IS A STEEL ROD
 DN1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1447+SATELLITE: SATELLITE OBSERVATIONS - December 25, 1994
 DN1447_ROD/PIPE-DEPTH: 4.57 meters
 DN1447_SLEEVE-DEPTH  : 0.76 meters
 DN1447
 DN1447  HISTORY     - Date     Condition        Report By
 DN1447  HISTORY     - 1987     MONUMENTED       NGS
 DN1447  HISTORY     - 19880311 GOOD
 DN1447  HISTORY     - 19941225 GOOD             NGS
 DN1447  HISTORY     - 19950601 GOOD             USPSQD
 DN1447
 DN1447                          STATION DESCRIPTION
 DN1447
 DN1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1447'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTHWEST OF GAINESVILLE,
 DN1447'AT THE GAINESVILLE MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF
 DN1447'GAINESVILLE C/O WILLIAM GAITHER-CITY MANAGER, P.O. DRAWER
 DN1447'J,GAINESVILLE, TX 76240.  TELEPHONE NUMBER 817-665-4323.
 DN1447'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 DN1447'U.S. HIGHWAY 82 (EXIT 498B) AT THE NORTH EDGE OF GAINESVILLE.  GO
 DN1447'WEST ON U.S. HIGHWAY 82 FOR 4.7 KM (2.90 MI) TO A SIGNAL LIGHT AND
 DN1447'WEBER ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON WEBER ROAD FOR
 DN1447'0.9 KM (0.55 MI) TO BONNAVILLA ROAD, ON THE LEFT.  TURN LEFT AND GO
 DN1447'NORTH ON BONNAVILLA ROAD FOR 0.2 KM (0.10 MI) TO A DRIVE ON THE
 DN1447'RIGHT, AND A SMALL BRICK BUILDING.  TURN RIGHT FOR 0.1 KM (0.05 MI)
 DN1447'TO THE NORTH SIDE OF THE BRICK BUILDING (FIXED BASE OPERATOR OFFICE).
 DN1447'GO EAST ACROSS THE APRON, FROM THE OFFICE, FOR 0.2 KM (0.10 MI) TO A
 DN1447'NORTH-SOUTH TAXIWAY.  TURN LEFT AND GO NORTH ON THE TAXIWAY FOR 0.8
 DN1447'KM (0.50 MI) TO THE MARK ON THE RIGHT, ON THE SOUTHEAST SIDE OF
 DN1447'THETAXIWAY AND IN LINE WITH THE HOLDING BARS ON THE TAXIWAY.
 DN1447'THE MARK IS SET 42.6 M (139.8 FT) WEST OF THE CENTER OF THE RUNWAY,
 DN1447'24.5 M (80.4 FT) WEST OF RUNWAY LIGHT NUMBER 51, 14.4 M (47.2 FT)
 DN1447'SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, AND 0.3 M (1.0 FT) WESTOF
 DN1447'A WITNESS POST.
 DN1447'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1447'DESCRIBED BY V.L.F.
 DN1447
 DN1447                          STATION RECOVERY (1988)
 DN1447
 DN1447'RECOVERED 1988
 DN1447'RECOVERED IN GOOD CONDITION.
 DN1447
 DN1447                          STATION RECOVERY (1994)
 DN1447
 DN1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DN1447'THE STATION IS LOCATED ABOUT 37.0 MI (59.5 KM) WEST OF SHERMAN, 33.0
 DN1447'MI (53.1 KM) NORTH OF DENTON, 3.75 MI (6.03 KM) NORTWEST OF
 DN1447'GAINESVILLE AND AT THE GAINESVILLE MUNICIPAL AIRPORT. OWNERSHIP---CITY
 DN1447'OF GAINESVILLE, ROUTE 2 BOX 34-15, GAINESVILLE TX. 76204.  AIRPORT
 DN1447'MANAGER IS FOREST MCBRIDE.  PHONE (817) 665-9026 OR (817) 665-6884.
 DN1447'TO REACH THE STATION FROM THE JUCTION OF INTERSTATE HIGHWAY 35 AND US
 DN1447'HIGHWAY 82 (EXIT 498 B) AT THE NORTH EDGE OF GAINESVILLE, GO WEST ON
 DN1447'US HIGHWAY 82 FOR 2.9 MI (4.7 KM) TO A SIGNAL LIGHT AND WEBER ROAD ON
 DN1447'THE RIGHT.  TURN RIGHT AND GO NORTH ON WEBER ROAD FOR 0.5 MI (0.8 KM)
 DN1447'TO A RIGHT TURN.  TURN RIGHT AND GO FOR 0.05 MI (0.08 KM) TO
 DN1447'BONNAVILLA ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON BONNAVILLA
 DN1447'ROAD FOR 0.15 MI (0.24 KM) TO A ROAD ON THE RIGHT JUST PAST A HANGER.
 DN1447'TURN RIGHT AND GO EAST FOR 0.05 MI (0.08 KM) TO THE APRON.  GO EAST
 DN1447'ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO A NORTH-SOUTH TAXIWAY.  TURN
 DN1447'LEFT ON TAXIWAY AND GO NORTH FOR 0.35 MI (0.56 KM) TO A RIGHT TURN IN
 DN1447'TAXIWAY.  CONTINUE ON TAXIWAY FOR 0.05 MI (0.08 KM) TO A TURN IN
 DN1447'TAXIWAY AND THE STATION ON THE RIGHT.  THE STATION IS A STEEL ROD WITH
 DN1447'A PUNCH HOLE IN THE TOP, ENCASED IN A 5 INCH PVC PIPE WITH A LOGO CAP
 DN1447'SET IN CONCRETE FLUSH WITH THE GROUND.  THE STATION IS 139.8 FT (42.6
 DN1447'M) WEST OF THE CENTER OF THE RUNWAY, 80.4 FT (24.5 M) WEST OF RUNWAY
 DN1447'LIGHT NUMBER 51 AND 1.0 FT (0.3 M) WEST OF A FIBERGLASS WITNESS POST.
 DN1447'STATION IS AIRPORT SACS.
 DN1447
 DN1447                          STATION RECOVERY (1995)
 DN1447
 DN1447'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1754 ***********************************************************************
 AW1754  DESIGNATION -  GALE
 AW1754  PID         -  AW1754
 AW1754  STATE/COUNTY-  TX/HARRIS
 AW1754  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW1754
 AW1754                         *CURRENT SURVEY CONTROL
 AW1754  ___________________________________________________________________
 AW1754* NAD 83(1993)-  29 49 05.89040(N)    095 24 50.68826(W)     ADJUSTED  
 AW1754* NAVD 88     -        21.969  (meters)      72.08   (feet)  ADJUSTED  
 AW1754  ___________________________________________________________________
 AW1754  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW1754  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW1754  DYNAMIC HT  -          21.940 (meters)      71.98  (feet)  COMP
 AW1754  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 AW1754
 AW1754  HORZ ORDER  -  FIRST
 AW1754  VERT ORDER  -  FIRST     CLASS II
 AW1754
 AW1754.The horizontal coordinates were established by classical geodetic methods
 AW1754.and adjusted by the National Geodetic Survey in February 1996..
 AW1754
 AW1754.The orthometric height was determined by differential leveling
 AW1754.and adjusted by the National Geodetic Survey in June 1991..
 AW1754
 AW1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1754
 AW1754.The geoid height was determined by GEOID03.
 AW1754
 AW1754.The dynamic height is computed by dividing the NAVD 88
 AW1754.geopotential number by the normal gravity value computed on the
 AW1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1754.degrees latitude (g = 980.6199 gals.).
 AW1754
 AW1754.The modeled gravity was interpolated from observed gravity values.
 AW1754
 AW1754;                    North         East     Units Scale Factor Converg.
 AW1754;SPC TXSC     - 4,225,302.510   946,531.214   MT  0.99989872   +1 45 24.4
 AW1754;SPC TXSC     -13,862,513.32  3,105,411.16   sFT  0.99989872   +1 45 24.4
 AW1754;UTM  15      - 3,301,096.870   266,709.440   MT  1.00027155   -1 12 03.4
 AW1754
 AW1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1754!SPC TXSC     -   1.00000086  x   0.99989872  =   0.99989958
 AW1754!UTM  15      -   1.00000086  x   1.00027155  =   1.00027241
 AW1754
 AW1754|---------------------------------------------------------------------|
 AW1754| PID    Reference Object                     Distance      Geod. Az  |
 AW1754|                                                           dddmmss.s |
 AW1754| AW6708 OAKS HL P 1940                       42.332 METERS 01059     |
 AW1754| AW6748 HOUSTON GARDEN OAKS TANK NO 1        40.569 METERS 01313     |
 AW1754| AW6732 HOUSTON DIST 10 MUN WATER TANK      APPROX. 2.3 KM 0622620.3 |
 AW1754| AW6722 HOUSTON TEXTILE CO WATER TANK       APPROX. 3.6 KM 0871550.7 |
 AW1754| AW6725 HOUSTON ST MARK METH CH SPIRE       APPROX. 4.7 KM 1312229.3 |
 AW1754| AW6734 HOUSTON BAP TEMPLE CH TOWER         APPROX. 2.1 KM 1410129.3 |
 AW1754| AW6733 HOUSTON ALL SS CATH CH SPIRE        APPROX. 3.7 KM 1515819.4 |
 AW1754| AW6731 HOUSTON BAYOU PROP WATER TANK       APPROX. 5.4 KM 1571232.6 |
 AW1754| AW6739 HOUSTON KKR 778 RAD MAST            APPROX. 4.8 KM 2035046.7 |
 AW1754| AW6741 HOUSTON CAMERON IRON E TK 1963      APPROX. 5.8 KM 2331419.0 |
 AW1754| CV7187 GALE RM 1                            31.446 METERS 27043     |
 AW1754| AW6736 WILLIAMS                            APPROX. 4.0 KM 3434224.4 |
 AW1754|---------------------------------------------------------------------|
 AW1754
 AW1754                          SUPERSEDED SURVEY CONTROL
 AW1754
 AW1754  NAD 83(1986)-  29 49 05.90490(N)    095 24 50.66957(W) AD(       ) 1
 AW1754  NAD 27      -  29 49 05.08948(N)    095 24 49.88889(W) AD(       ) 1
 AW1754  NGVD 29 (12/23/87)   21.965  (m)           72.06   (f) ADJUSTED    1 2
 AW1754
 AW1754.Superseded values are not recommended for survey control.
 AW1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1754.See file dsdata.txt to determine how the superseded data were derived.
 AW1754
 AW1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6670901097(NAD 83)
 AW1754_MARKER: DS = TRIANGULATION STATION DISK
 AW1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1754_SP_SET: CONCRETE POST
 AW1754_STAMPING: GALE 1968
 AW1754_MARK LOGO: CGS   
 AW1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1754+STABILITY: SURFACE MOTION
 AW1754
 AW1754  HISTORY     - Date     Condition        Report By
 AW1754  HISTORY     - 1968     MONUMENTED       CGS
 AW1754  HISTORY     - 1973     GOOD             NGS
 AW1754  HISTORY     - 1978     GOOD             NGS
 AW1754  HISTORY     - 1986     GOOD             NGS
 AW1754  HISTORY     - 19870601 MARK NOT FOUND   USPSQD
 AW1754  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1754  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW1754
 AW1754                          STATION DESCRIPTION
 AW1754
 AW1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW1754'THE STATION IS LOCATED IN THE GARDEN OAKS SECTION IN NORTHWEST
 AW1754'HOUSTON AT 822 WEST 34TH STREET, ABOUT 2-1/4 MILES WEST OF THE
 AW1754'JUNCTION OF INTERSTATE HIGHWAYS 610 AND 45, 1/4 MILE NORTH OF
 AW1754'INTERSTATE 610 AND ON PROPERTY OF THE CITY OF HOUSTON.
 AW1754'
 AW1754'TO REACH THE STATION FROM THE JUNCTION OF NORTH SHEPHERD DRIVE
 AW1754'(STATE SPUR 261) AND WEST 34TH STREET, GO WEST ON WEST 34TH STREET
 AW1754'FOR 0.25 MILE TO THE HOUSTON FIRE STATION NO. 32 ON THE RIGHT.
 AW1754'TURN RIGHT AND GO NORTH ON THE WEST SIDE OF THE FIRE STATION ON A
 AW1754'TRACK ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 AW1754'
 AW1754'THE STATION MARK IS A STANDARD DISK STAMPED GALE 1968, SET IN THE
 AW1754'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW1754'GROUND.  IT IS 120.6 FEET NORTHEAST OF THE NORTHEAST LEG OF A
 AW1754'POWER LINE TOWER, 49.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 AW1754'CHAIN LINK FENCE, 41 FEET EAST OF THE CENTER OF THE TRACK ROAD,
 AW1754'41 FEET SOUTHEAST OF THE EAST GATE POST OF THE CHAIN LINK FENCE
 AW1754'AND 18 FEET SOUTH OF THE CHAIN LINK FENCE.
 AW1754'
 AW1754'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GALE NO 1 1968, SET IN
 AW1754'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW1754'2 INCHES ABOVE THE GROUND.  IT IS 63 FEET WEST OF THE CENTER OF THE
 AW1754'TRACK ROAD, 59 FEET NORTH-NORTHWEST OF A POWER LINE POLE, 53 FEET
 AW1754'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE,
 AW1754'AND 1 FOOT EAST OF A WIRE FENCE.
 AW1754'
 AW1754'OAKS (HLPCO) IS A HOUSTON LIGHTING AND POWER CO. BRONZE
 AW1754'TRIANGULATION STATION DISK STAMPED OAKS 1940, ATTACHED TO THE TOP
 AW1754'OF A 2 INCH SQUARE IRON POST WHICH IS 6 INCHES BELOW THE SURFACE OF
 AW1754'THE GROUND.  IT IS 22.3 FEET SOUTHWEST OF THE NORTHEAST LEG OF A
 AW1754'WATER TANK, 16 FEET SOUTHEAST OF THE NORTHWEST LEG OF THE WATER
 AW1754'TANK AND 7.6 FEET NORTHWEST OF THE NORTH EDGE OF THE WATER TANK
 AW1754'RISER.
 AW1754'
 AW1754'NOTE--NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 AW1754'
 AW1754'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
 AW1754
 AW1754                          STATION RECOVERY (1973)
 AW1754
 AW1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1754'2.85 MI NW FROM HOUSTON.
 AW1754'ABOUT 2.65 MILES NORTH ALONG NORTH SHEPHERD DR. FROM THE CROSSING OF
 AW1754'THE MISSOURI-KANSAS-TEXAS RAILROAD AT HOUSTON, THENCE 0.2 MILE WEST
 AW1754'ALONG THE BURLINGTON-ROCK ISLAND RAILROAD, AT THE GARDEN OAKS WATER
 AW1754'TANK, 310.3 FEET SOUTH OF THE SOUTH RAIL, 110.9 FEET SOUTH OF THE
 AW1754'SOUTH CORNER OF THE CONCRETE FOUNDATION SUPPORTING THE SOUTHWEST ONE
 AW1754'OF FOUR LEGS OF THE WATER TANK, 46 1/2 FEET SOUTHEAST OF THE CENTER
 AW1754'LINE OF A CHAIN LINK GATE AT THE ENTRANCE TO THE WATER TANK, 18 FEET
 AW1754'SOUTH OF THE CHAIN LINK FENCE AROUND THE WATER TANK, 1 1/2 FEET
 AW1754'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE GROUND, 3 FEET
 AW1754'BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 AW1754'FLUSH WITH THE GROUND.
 AW1754
 AW1754                          STATION RECOVERY (1978)
 AW1754
 AW1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1754'RECOVERED IN GOOD CONDITION.
 AW1754
 AW1754                          STATION RECOVERY (1986)
 AW1754
 AW1754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1754'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--57.2 M
 AW1754'(187.7 FT) NORTHEAST OF THE NORTHWEST CORNER OF A HOUSTON FIRE
 AW1754'DEPARTMENT PUBLIC EDUCATION SECTION BUILDING AT 822 WEST 34TH STREET.
 AW1754
 AW1754                          STATION RECOVERY (1987)
 AW1754
 AW1754'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1754'MARK NOT FOUND.
 AW1754
 AW1754                          STATION RECOVERY (1990)
 AW1754
 AW1754'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW1754'MARK NOT FOUND.
 AW1754
 AW1754                          STATION RECOVERY (2004)
 AW1754
 AW1754'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6489 ***********************************************************************
 AW6489  DESIGNATION -  GALENA
 AW6489  PID         -  AW6489
 AW6489  STATE/COUNTY-  TX/HARRIS
 AW6489  USGS QUAD   -  PASADENA (1995)
 AW6489
 AW6489                         *CURRENT SURVEY CONTROL
 AW6489  ___________________________________________________________________
 AW6489* NAD 83(1993)-  29 44 03.36612(N)    095 14 18.03987(W)     ADJUSTED  
 AW6489* NAVD 88     -         9.20   (+/-2cm)      30.2    (feet)  VERTCON   
 AW6489  ___________________________________________________________________
 AW6489  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW6489  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6489
 AW6489  HORZ ORDER  -  FIRST
 AW6489  VERT ORDER  -  THIRD ? (See Below)
 AW6489
 AW6489.The horizontal coordinates were established by classical geodetic methods
 AW6489.and adjusted by the National Geodetic Survey in February 1996..
 AW6489
 AW6489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6489.The vertical order pertains to the NGVD 29 superseded value.
 AW6489
 AW6489.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6489
 AW6489.The geoid height was determined by GEOID03.
 AW6489
 AW6489;                    North         East     Units Scale Factor Converg.
 AW6489;SPC TXSC     - 4,216,526.677   963,807.528   MT  0.99988745   +1 50 34.4
 AW6489;SPC TXSC     -13,833,721.27  3,162,091.86   sFT  0.99988745   +1 50 34.4
 AW6489;UTM  15      - 3,291,438.716   283,515.846   MT  1.00017828   -1 06 38.2
 AW6489
 AW6489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6489!SPC TXSC     -   1.00000283  x   0.99988745  =   0.99989028
 AW6489!UTM  15      -   1.00000283  x   1.00017828  =   1.00018111
 AW6489
 AW6489:                Primary Azimuth Mark                     Grid Az
 AW6489:SPC TXSC     -  GALENA PARK WATER TANK NO 2              005 22 26.5
 AW6489:UTM  15      -  GALENA PARK WATER TANK NO 2              008 19 39.1
 AW6489
 AW6489|---------------------------------------------------------------------|
 AW6489| PID    Reference Object                     Distance      Geod. Az  |
 AW6489|                                                           dddmmss.s |
 AW6489| AW6488 GALENA PARK WATER TANK NO 2         APPROX. 1.3 KM 0071300.9 |
 AW6489| AW6276 HOUSTON WC AND ID TK 11 1968        APPROX. 4.8 KM 0384142.1 |
 AW6489| AW6436 GALENA HL P 1938                     12.503 METERS 07210     |
 AW6489| AW6493 GALENA PARK MUN WATER TANK           13.233 METERS 07315     |
 AW6489| CV7188 GALENA RM 1                          22.213 METERS 17830     |
 AW6489| AW6490 RUCKER                              APPROX. 4.4 KM 1825255.1 |
 AW6489| AW6519 HOUSTON STAUFFER CHEM TANK          APPROX. 3.4 KM 2415048.7 |
 AW6489| CV7189 GALENA RM 2                          25.212 METERS 25154     |
 AW6489| AW6545 HOUSTON DICKSON IND DIST TANK       APPROX. 2.1 KM 2553604.1 |
 AW6489| AW6497 HOUSTON LONGREACH DOCKS S TANK      APPROX. 4.1 KM 2733743.4 |
 AW6489| AW6527 HOUSTON NAV DIST SOUTHSIDE TK       APPROX. 4.7 KM 2830712.0 |
 AW6489| AW6669 HOUSTON ENJAY CHEMICAL CO TANK      APPROX. 4.5 KM 2951204.9 |
 AW6489| AW6671 HOUSTON PORT CITY COMPRESS TK       APPROX. 4.9 KM 3030344.6 |
 AW6489| AW6264 JACINTO CITY MUNICIPAL TANK         APPROX. 3.8 KM 3514031.3 |
 AW6489|---------------------------------------------------------------------|
 AW6489
 AW6489                          SUPERSEDED SURVEY CONTROL
 AW6489
 AW6489  NAD 83(1986)-  29 44 03.38092(N)    095 14 18.02046(W) AD(       ) 1
 AW6489  NAD 27      -  29 44 02.55904(N)    095 14 17.25509(W) AD(       ) 1
 AW6489  NGVD 29 (07/19/86)    9.20   (m)           30.2    (f) LEVELING    3  
 AW6489
 AW6489.Superseded values are not recommended for survey control.
 AW6489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6489.See file dsdata.txt to determine how the superseded data were derived.
 AW6489
 AW6489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8351691439(NAD 83)
 AW6489_MARKER: DS = TRIANGULATION STATION DISK
 AW6489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6489
 AW6489  HISTORY     - Date     Condition        Report By
 AW6489  HISTORY     - 1968     MONUMENTED       CGS
 AW6489  HISTORY     - 1968     GOOD             CGS
 AW6489  HISTORY     - 1973     GOOD             LOCENG
 AW6489  HISTORY     - 19940712 GOOD             USPSQD
 AW6489  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW6489
 AW6489                          STATION DESCRIPTION
 AW6489
 AW6489'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6489'GALENA (HLPCO) IS A TRAVERSE DISTANCE.
 AW6489'
 AW6489'THE STATION IS LOCATED ON THE GROUNDS OF THE GALENA PARK FIRE
 AW6489'DEPARTMENT AT 1713 SECOND STREET IN GALENA PARK.
 AW6489'
 AW6489'THE STATION MARK IS A STANDARD DISK STAMPED GALENA 1968, SET IN THE
 AW6489'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6489'GROUND.  IT IS 83.8 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 AW6489'THE GALENA FIRE DEPARTMENT BUILDING, 30 FEET NORTH OF THE NORTH
 AW6489'EDGE OF A CONCRETE PARKING AREA, 11.8 FEET SOUTHWEST OF A T-FENCE
 AW6489'CORNER, 9.4 FEET SOUTH OF AN EAST-WEST CHAIN LINK FENCE AND 9.4
 AW6489'FEET WEST OF A NORTH-SOUTH CHAIN LINK FENCE.
 AW6489'
 AW6489'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GALENA NO 1 1968,
 AW6489'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE BASE
 AW6489'FOR A GAS PUMP.  IT IS 44 FEET NORTH OF THE CENTER OF SECOND
 AW6489'STREET, 42.8 FEET SOUTH OF THE NORTH END OF THE CONCRETE PARKING
 AW6489'AREA AND 8.6 FEET WEST OF THE NORTH-SOUTH CHAIN LINK FENCE.
 AW6489'
 AW6489'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GALENA NO 2 1968,
 AW6489'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK AT THE NORTHEAST
 AW6489'CORNER OF THE FIRE DEPARTMENT BUILDING.  IT IS 1 FOOT NORTHEAST OF
 AW6489'THE NORTHEAST CORNER OF THE BUILDING.
 AW6489'
 AW6489'GALEANA (HLPCO) IS A HOUSTON LIGHTING AND POWER COMPANY
 AW6489'TRIANGULATION STATION BRONZE DISK STAMPED GALENA 1938, ATTACHED TO
 AW6489'THE TOP OF A 3 INCH SQUARE METAL POST WHICH IS 1 FOOT BELOW THE
 AW6489'SURFACE OF THE GROUND.  IT IS 2.18 FEET WEST OF THE WEST EDGE OF
 AW6489'THE WATER TANK RISER.
 AW6489'
 AW6489'NOTE--NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 AW6489'
 AW6489'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 AW6489
 AW6489                          STATION RECOVERY (1968)
 AW6489
 AW6489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6489'THE STATION IS LOCATED ON THE GROUNDS OF THE FIRE DEPARTMENT AT
 AW6489'1713 SECOND STREET IN GALENA PARK.
 AW6489'
 AW6489'THE STATION MARK IS A HOUSTON LIGHTING AND POWER COMPANY
 AW6489'TRIANGULATION STATION BRONZE DISK STAMPED GALENA 1938, ATTACHED TO
 AW6489'THE TOP OF A 3 INCH SQUARE METAL POST WHICH IS 1 FOOT BELOW THE
 AW6489'SURFACE OF THE GROUND.  IT IS 2.18 FEET WEST OF THE WEST EDGE OF
 AW6489'THE RISER OF THE GALENA PARK MUNICIPAL TANK.
 AW6489'
 AW6489'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GALENA
 AW6489'1968, THE DISTANCE BEING (41.02 FEET) OR 12.503 METERS.
 AW6489
 AW6489                          STATION RECOVERY (1973)
 AW6489
 AW6489'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (DW)
 AW6489'GALENA 1968 RECOVERED GOOD.
 AW6489'
 AW6489'GALENA NO 1-1968 RECOVERED GOOD.
 AW6489'
 AW6489'GALENA NO 2 1968 RECOVERED GOOD.
 AW6489'
 AW6489'PLACED WITNESS POST AND SIGN 2 FEET N OF STATION MARK GALENA.
 AW6489
 AW6489                          STATION RECOVERY (1994)
 AW6489
 AW6489'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6489'RECOVERED IN GOOD CONDITION.
 AW6489
 AW6489                          STATION RECOVERY (1999)
 AW6489
 AW6489'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6436 ***********************************************************************
 AW6436  DESIGNATION -  GALENA HL P 1938
 AW6436  PID         -  AW6436
 AW6436  STATE/COUNTY-  TX/HARRIS
 AW6436  USGS QUAD   -  PASADENA (1995)
 AW6436
 AW6436                         *CURRENT SURVEY CONTROL
 AW6436  ___________________________________________________________________
 AW6436* NAD 83(1993)-  29 44 03.49051(N)    095 14 17.59697(W)     ADJUSTED  
 AW6436* NAVD 88     -         8.9    (meters)      29.     (feet)  VERTCON   
 AW6436  ___________________________________________________________________
 AW6436  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW6436  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6436
 AW6436  HORZ ORDER  -  SECOND
 AW6436
 AW6436.The horizontal coordinates were established by classical geodetic methods
 AW6436.and adjusted by the National Geodetic Survey in February 1996..
 AW6436
 AW6436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6436
 AW6436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6436
 AW6436.The geoid height was determined by GEOID03.
 AW6436
 AW6436;                    North         East     Units Scale Factor Converg.
 AW6436;SPC TXSC     - 4,216,530.887   963,819.299   MT  0.99988745   +1 50 34.6
 AW6436;SPC TXSC     -13,833,735.09  3,162,130.48   sFT  0.99988745   +1 50 34.6
 AW6436;UTM  15      - 3,291,442.316   283,527.822   MT  1.00017821   -1 06 38.0
 AW6436
 AW6436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6436!SPC TXSC     -   1.00000287  x   0.99988745  =   0.99989032
 AW6436!UTM  15      -   1.00000287  x   1.00017821  =   1.00018108
 AW6436
 AW6436:                Primary Azimuth Mark                     Grid Az
 AW6436:SPC TXSC     -  PASADENA HL P 1938                       135 54 43.3
 AW6436:UTM  15      -  PASADENA HL P 1938                       138 51 55.9
 AW6436
 AW6436|---------------------------------------------------------------------|
 AW6436| PID    Reference Object                     Distance      Geod. Az  |
 AW6436|                                                           dddmmss.s |
 AW6436| AW6440 PASADENA HL P 1938                  APPROX. 3.8 KM 1374517.9 |
 AW6436|---------------------------------------------------------------------|
 AW6436
 AW6436                          SUPERSEDED SURVEY CONTROL
 AW6436
 AW6436  NAD 83(1986)-  29 44 03.50526(N)    095 14 17.57774(W) AD(       ) 2
 AW6436  NAD 27      -  29 44 02.68344(N)    095 14 16.81220(W) AD(       ) 2
 AW6436  NGVD 29 (07/19/86)    8.9    (m)           29.     (f) VERT ANG       
 AW6436
 AW6436.Superseded values are not recommended for survey control.
 AW6436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6436.See file dsdata.txt to determine how the superseded data were derived.
 AW6436
 AW6436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8352891442(NAD 83)
 AW6436_MARKER: DD = SURVEY DISK
 AW6436_SETTING: 0 = UNSPECIFIED SETTING
 AW6436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6436
 AW6436  HISTORY     - Date     Condition        Report By
 AW6436  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6436  HISTORY     - 1952     GOOD             CGS
 AW6436  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW6436
 AW6436                          STATION DESCRIPTION
 AW6436
 AW6436'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1938
 AW6436'ON GALENA PARK MUNICIPAL WATER TANK ON THIRD STREET.  STATION
 AW6436'OCCUPIED IS ON THE PLATFORM UNDER THE TANK AND IS MARKED
 AW6436'BY AN ANCHOR BOLT, 2.6 FT. FROM THE W CORNER, 5.4 FT. FROM
 AW6436'THE N CORNER, 5.5 FT. FROM THE S CORNER, AND 1.92 FT. FROM
 AW6436'THE STANDPIPE.
 AW6436'
 AW6436'THE GROUND POINT, DIRECTLY BELOW, IS MARKED BY A STANDARD
 AW6436'H.L. AND P. CO. BRONZE DISK, STAMPED GALENA 1938, ON A 2-
 AW6436'BY 2-IN. STEEL POST 0.3 FT. BELOW THE SURFACE, 24.25 FT. FROM
 AW6436'THE NW LEG, 27.62 FT. FROM THE NE LEG, 28.13 FT. FROM THE
 AW6436'SE LEG, AND 24.58 FT. FROM THE SW LEG (ALL MEASURED FROM
 AW6436'THE NEAREST CORNER OF THE CONCRETE FOOTING).  IT IS 2.18
 AW6436'FT. W OF THE STANDPIPE.
 AW6436
 AW6436                          STATION RECOVERY (1952)
 AW6436
 AW6436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6436'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 AW6436'CORRECTIONS--
 AW6436'
 AW6436'IT IS LOCATED AT THIRD AND STEWART STREETS, IN THE REAR
 AW6436'OF THE FIRE STATION.  THE GROUND MARK IS 1 FT. BELOW THE
 AW6436'SURFACE.
 AW6436
 AW6436                          STATION RECOVERY (1994)
 AW6436
 AW6436'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6493 ***********************************************************************
 AW6493  DESIGNATION -  GALENA PARK MUN WATER TANK
 AW6493  PID         -  AW6493
 AW6493  STATE/COUNTY-  TX/HARRIS
 AW6493  USGS QUAD   -  PASADENA (1995)
 AW6493
 AW6493                         *CURRENT SURVEY CONTROL
 AW6493  ___________________________________________________________________
 AW6493* NAD 83(1993)-  29 44 03.48996(N)    095 14 17.56833(W)     ADJUSTED  
 AW6493* NAVD 88     -                                                        
 AW6493  ___________________________________________________________________
 AW6493  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW6493  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6493
 AW6493  HORZ ORDER  -  THIRD
 AW6493
 AW6493.The horizontal coordinates were established by classical geodetic methods
 AW6493.and adjusted by the National Geodetic Survey in February 1996..
 AW6493
 AW6493
 AW6493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6493
 AW6493.The geoid height was determined by GEOID03.
 AW6493
 AW6493;                    North         East     Units Scale Factor Converg.
 AW6493;SPC TXSC     - 4,216,530.895   963,820.069   MT  0.99988745   +1 50 34.6
 AW6493;SPC TXSC     -13,833,735.11  3,162,133.01   sFT  0.99988745   +1 50 34.6
 AW6493;UTM  15      - 3,291,442.284   283,528.591   MT  1.00017821   -1 06 37.9
 AW6493
 AW6493                          SUPERSEDED SURVEY CONTROL
 AW6493
 AW6493  NAD 83(1986)-  29 44 03.50631(N)    095 14 17.54943(W) AD(       ) 4
 AW6493  NAD 27      -  29 44 02.68291(N)    095 14 16.78333(W) AD(       ) 3
 AW6493
 AW6493.Superseded values are not recommended for survey control.
 AW6493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6493.See file dsdata.txt to determine how the superseded data were derived.
 AW6493
 AW6493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8352991442(NAD 83)
 AW6493_MARKER: 53 = ELEVATED TANK
 AW6493
 AW6493  HISTORY     - Date     Condition        Report By
 AW6493  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6493  HISTORY     - 19980328 MARK NOT FOUND   USPSQD
 AW6493  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW6493
 AW6493                          STATION DESCRIPTION
 AW6493
 AW6493'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6493'THE STATION IS LOCATED ON THE GROUNDS OF THE FIRE DEPARTMENT AT
 AW6493'1713 2ND STREET IN GALENA PARK.
 AW6493'
 AW6493'IT IS A WATER TANK, SUPPORTED FOUR LACED CHANNEL STEEL LEGS, CONICAL
 AW6493'ROOF AND A HEMISPHERICAL BOTTOM AND PAINTED SILVER WITH BLACK
 AW6493'LETTERING ON A YELLOW BACK GROUND HOME OF THE FIGHTING JACKETS ON
 AW6493'THE SIDE OF THE TANK.  THE TANK HAS AN OVER-ALL HEIGHT OF ABOUT
 AW6493'120 FEET.
 AW6493'
 AW6493'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 AW6493'
 AW6493'NOTE--A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AW6493'GALENA 1968, THE DISTANCE BEING 43.44 FEET OR 12.503 METERS.
 AW6493
 AW6493                          STATION RECOVERY (1998)
 AW6493
 AW6493'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6493'MARK NOT FOUND.
 AW6493
 AW6493                          STATION RECOVERY (1999)
 AW6493
 AW6493'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6424 ***********************************************************************
 AW6424  DESIGNATION -  GALENA PARK TEXACO TANK
 AW6424  PID         -  AW6424
 AW6424  STATE/COUNTY-  TX/HARRIS
 AW6424  USGS QUAD   -  PASADENA (1995)
 AW6424
 AW6424                         *CURRENT SURVEY CONTROL
 AW6424  ___________________________________________________________________
 AW6424* NAD 83(1993)-  29 43 59.70603(N)    095 13 12.50747(W)     ADJUSTED  
 AW6424* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6424  ___________________________________________________________________
 AW6424  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AW6424  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6424
 AW6424  HORZ ORDER  -  THIRD
 AW6424
 AW6424.The horizontal coordinates were established by classical geodetic methods
 AW6424.and adjusted by the National Geodetic Survey in February 1996..
 AW6424
 AW6424.The orthometric height was scaled from a topographic map.
 AW6424
 AW6424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6424
 AW6424.The geoid height was determined by GEOID03.
 AW6424
 AW6424;                    North         East     Units Scale Factor Converg.
 AW6424;SPC TXSC     - 4,216,470.814   965,571.099   MT  0.99988733   +1 51 06.5
 AW6424;SPC TXSC     -13,833,538.00  3,167,877.85   sFT  0.99988733   +1 51 06.5
 AW6424;UTM  15      - 3,291,292.019   285,274.699   MT  1.00016892   -1 06 05.5
 AW6424
 AW6424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6424!SPC TXSC     -   1.00000411  x   0.99988733  =   0.99989144
 AW6424!UTM  15      -   1.00000411  x   1.00016892  =   1.00017303
 AW6424
 AW6424:                Primary Azimuth Mark                     Grid Az
 AW6424:SPC TXSC     -  BEND                                     064 45 09.0
 AW6424:UTM  15      -  BEND                                     067 42 21.0
 AW6424
 AW6424|---------------------------------------------------------------------|
 AW6424| PID    Reference Object                     Distance      Geod. Az  |
 AW6424|                                                           dddmmss.s |
 AW6424| AW6430 BEND                                APPROX. 3.8 KM 0663615.5 |
 AW6424| AW6510 TANK 1                              APPROX. 3.2 KM 2614336.5 |
 AW6424| AW6509 TANK 2                              APPROX. 3.5 KM 2650536.9 |
 AW6424| AW6497 HOUSTON LONGREACH DOCKS S TANK      APPROX. 5.9 KM 2733846.5 |
 AW6424| AW6496 TANK 4                              APPROX. 6.2 KM 2785914.4 |
 AW6424|---------------------------------------------------------------------|
 AW6424
 AW6424                          SUPERSEDED SURVEY CONTROL
 AW6424
 AW6424  NAD 83(1986)-  29 43 59.72117(N)    095 13 12.48824(W) AD(       ) 3
 AW6424  NAD 27      -  29 43 58.90216(N)    095 13 11.72652(W) AD(       ) 3
 AW6424
 AW6424.Superseded values are not recommended for survey control.
 AW6424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6424.See file dsdata.txt to determine how the superseded data were derived.
 AW6424
 AW6424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8527591292(NAD 83)
 AW6424_MARKER: 53 = ELEVATED TANK
 AW6424
 AW6424  HISTORY     - Date     Condition        Report By
 AW6424  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6424  HISTORY     - 1952     GOOD             CGS
 AW6424  HISTORY     - 20031006 MARK NOT FOUND   USPSQD
 AW6424
 AW6424                          STATION DESCRIPTION
 AW6424
 AW6424'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6424'STATION IS LOCATED ABOUT 3/8 MILE NW OF PASADENA FERRY, ON
 AW6424'HOUSTON SHIP CHANNEL, AT TEXAS PETROLEUM REFINERY.  IT IS ABOUT
 AW6424'74 METERS N OF CLINTON ROAD AND AT THE W EDGE OF NORTH GALENA
 AW6424'AVENUE.  STATION IS THE APEX OF THE CONICAL TOP OF A
 AW6424'SILVER-COLORED 90-FOOT STEEL WATER TANK.
 AW6424
 AW6424                          STATION RECOVERY (1952)
 AW6424
 AW6424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6424'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AW6424'FOLLOWS--
 AW6424'
 AW6424'STATION IS LOCATED APPROXIMATELY 1/2 MILE W ALONG CLINTON
 AW6424'DRIVE FROM THE TRAFFIC CIRCLE AT THE N ENTRANCE TO THE WASHBURN
 AW6424'TUNNEL AT PASADENA, AT THE TEXAS COMPANY REFINERY AND APPROXIMATELY
 AW6424'75 METERS N OF CLINTON DRIVE.
 AW6424'
 AW6424'STATION IS THE APEX OF THE CONICAL TOP OF A SILVER COLORED
 AW6424'90-FOOT STEEL WATER TANK.
 AW6424
 AW6424                          STATION RECOVERY (2003)
 AW6424
 AW6424'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6488 ***********************************************************************
 AW6488  DESIGNATION -  GALENA PARK WATER TANK NO 2
 AW6488  PID         -  AW6488
 AW6488  STATE/COUNTY-  TX/HARRIS
 AW6488  USGS QUAD   -  PASADENA (1995)
 AW6488
 AW6488                         *CURRENT SURVEY CONTROL
 AW6488  ___________________________________________________________________
 AW6488* NAD 83(1993)-  29 44 44.73184(N)    095 14 12.03732(W)     ADJUSTED  
 AW6488* NAVD 88     -                                                        
 AW6488  ___________________________________________________________________
 AW6488  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6488  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6488
 AW6488  HORZ ORDER  -  THIRD
 AW6488
 AW6488.The horizontal coordinates were established by classical geodetic methods
 AW6488.and adjusted by the National Geodetic Survey in February 1996..
 AW6488
 AW6488
 AW6488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6488
 AW6488.The geoid height was determined by GEOID03.
 AW6488
 AW6488;                    North         East     Units Scale Factor Converg.
 AW6488;SPC TXSC     - 4,217,804.760   963,927.758   MT  0.99988886   +1 50 37.3
 AW6488;SPC TXSC     -13,837,914.45  3,162,486.32   sFT  0.99988886   +1 50 37.3
 AW6488;UTM  15      - 3,292,709.274   283,701.827   MT  1.00017728   -1 06 36.6
 AW6488
 AW6488                          SUPERSEDED SURVEY CONTROL
 AW6488
 AW6488  NAD 83(1986)-  29 44 44.74663(N)    095 14 12.01796(W) AD(       ) 4
 AW6488  NAD 27      -  29 44 43.92674(N)    095 14 11.25313(W) AD(       ) 3
 AW6488
 AW6488.Superseded values are not recommended for survey control.
 AW6488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6488.See file dsdata.txt to determine how the superseded data were derived.
 AW6488
 AW6488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8370292709(NAD 83)
 AW6488_MARKER: 53 = ELEVATED TANK
 AW6488
 AW6488  HISTORY     - Date     Condition        Report By
 AW6488  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6488  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW6488
 AW6488                          STATION DESCRIPTION
 AW6488
 AW6488'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6488'THE STATION IS LOCATED 0.1 MILE NORTH OF THE INTERSECTION OF 16TH
 AW6488'AND KEENE STREETS AND JUST SOUTH OF SOME RAILROAD TRACKS IN GALENA
 AW6488'PARK.
 AW6488'
 AW6488'THE TANK IS GREY IN COLOR WITH AN ELLIPSOIDAL TOP AND BOTTOM.  THERE
 AW6488'ARE TWIN LIGHTS ON TOP JUST ABOVE THE CAP.  IT IS SUPPORTED BY
 AW6488'EIGHT TUBULAR STEEL LEGS.  THE OVER-ALL HEIGHT IS APPROXIMATELY
 AW6488'170 FEET.
 AW6488'
 AW6488'THE POINT INTERSECTED WAS THE CAP.
 AW6488
 AW6488                          STATION RECOVERY (1999)
 AW6488
 AW6488'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0426 ***********************************************************************
 BQ0426  DESIGNATION -  GALGO
 BQ0426  PID         -  BQ0426
 BQ0426  STATE/COUNTY-  TX/PRESIDIO
 BQ0426  USGS QUAD   -  MARFA (1983)
 BQ0426
 BQ0426                         *CURRENT SURVEY CONTROL
 BQ0426  ___________________________________________________________________
 BQ0426* NAD 83(1993)-  30 21 06.20942(N)    104 03 57.96034(W)     ADJUSTED  
 BQ0426* NAVD 88     -      1540.     (meters)    5052.     (feet)  SCALED    
 BQ0426  ___________________________________________________________________
 BQ0426  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 BQ0426  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BQ0426
 BQ0426  HORZ ORDER  -  SECOND
 BQ0426
 BQ0426.The horizontal coordinates were established by classical geodetic methods
 BQ0426.and adjusted by the National Geodetic Survey in February 1996..
 BQ0426
 BQ0426.The orthometric height was scaled from a topographic map.
 BQ0426
 BQ0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0426
 BQ0426.The geoid height was determined by GEOID03.
 BQ0426
 BQ0426;                    North         East     Units Scale Factor Converg.
 BQ0426;SPC TXSC     - 4,289,666.730   113,066.124   MT  1.00002047   -2 28 55.0
 BQ0426;SPC TXSC     -14,073,681.60    370,951.11   sFT  1.00002047   -2 28 55.0
 BQ0426;SPC TX C     - 3,081,963.630   341,202.945   MT  0.99994556   -1 55 21.3
 BQ0426;SPC TX C     -10,111,409.01  1,119,430.00   sFT  0.99994556   -1 55 21.3
 BQ0426;UTM  13      - 3,358,130.005   589,755.118   MT  0.99969938   +0 28 19.0
 BQ0426
 BQ0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0426!SPC TXSC     -   0.99976166  x   1.00002047  =   0.99978212
 BQ0426!SPC TX C     -   0.99976166  x   0.99994556  =   0.99970723
 BQ0426!UTM  13      -   0.99976166  x   0.99969938  =   0.99946111
 BQ0426
 BQ0426:                Primary Azimuth Mark                     Grid Az
 BQ0426:SPC TXSC     -  GALGO AZ MK                              087 35 22.2
 BQ0426:SPC TX C     -  GALGO AZ MK                              087 01 48.5
 BQ0426:UTM  13      -  GALGO AZ MK                              084 38 08.2
 BQ0426
 BQ0426|---------------------------------------------------------------------|
 BQ0426| PID    Reference Object                     Distance      Geod. Az  |
 BQ0426|                                                           dddmmss.s |
 BQ0426| CH9407 GALGO AZ MK                                        0850627.2 |
 BQ0426| CH9408 GALGO RM 1                           18.261 METERS 12807     |
 BQ0426| BQ0427 MARFA MUNICIPAL STANDPIPE           APPROX. 5.6 KM 1285039.9 |
 BQ0426| BQ0428 MARFA MUNICIPAL TANK                APPROX. 6.0 KM 1333345.1 |
 BQ0426| BQ0425 MARFA ST PAULS EPIS CH SPIRE        APPROX. 5.9 KM 1343247.8 |
 BQ0426| CH9409 GALGO RM 2                           13.915 METERS 26813     |
 BQ0426|---------------------------------------------------------------------|
 BQ0426
 BQ0426                          SUPERSEDED SURVEY CONTROL
 BQ0426
 BQ0426  NAD 83(1986)-  30 21 06.20672(N)    104 03 57.95887(W) AD(       ) 2
 BQ0426  NAD 27      -  30 21 05.62500(N)    104 03 56.29500(W) AD(       ) 2
 BQ0426
 BQ0426.Superseded values are not recommended for survey control.
 BQ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0426.See file dsdata.txt to determine how the superseded data were derived.
 BQ0426
 BQ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP8975558130(NAD 83)
 BQ0426_MARKER: DS = TRIANGULATION STATION DISK
 BQ0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0426
 BQ0426  HISTORY     - Date     Condition        Report By
 BQ0426  HISTORY     - 1942     MONUMENTED       CGS
 BQ0426  HISTORY     - 1972     GOOD             ARCO
 BQ0426
 BQ0426                          STATION DESCRIPTION
 BQ0426
 BQ0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0426'THE STATION IS LOCATED ABOUT 3 MILES NW OF MARFA, 1-1/4 MILES
 BQ0426'W OF A GRADED DIRT ROAD WHICH LEADS N FROM MARFA TO THE FORT
 BQ0426'DAVIS-VALENTINE HIGHWAY, ON THE SUMMIT OF A LOW RIDGE.
 BQ0426'
 BQ0426'THE STATION IS ON THE HIGHEST POINT OF THE RIDGE.  IT IS STAMPED
 BQ0426'GALGO 1942.
 BQ0426'
 BQ0426'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BQ0426'BRONZE DISKS SET IN CONCRETE.
 BQ0426'
 BQ0426'REFERENCE MARK NO. 1 IS THE SAME HEIGHT AS THE STATION MARK.
 BQ0426'IT PROJECTS 5 INCHES AND IS STAMPED GALGO NO. 1 1942.
 BQ0426'
 BQ0426'REFERENCE MARK NO. 2 IS THE SAME HEIGHT AS THE STATION MARK.
 BQ0426'IT PROJECTS 5 INCHES AND IS STAMPED GALGO NO. 2 1942.
 BQ0426'
 BQ0426'THE AZIMUTH MARK IS ON A LOW RIDGE WHICH IS ABOUT 20 FEET
 BQ0426'LOWER THAN THE STATION MARK.  IT IS STAMPED GAL O 1942.
 BQ0426'
 BQ0426'TO REACH THE STATION FROM THE POST OFFICE IN MARFA GO N 1/2
 BQ0426'BLOCK, TURN LEFT, W, 1 BLOCK, THENCE RIGHT, N, AND FOLLOW THE
 BQ0426'MAIN-TRAVELED ROAD FOR 2.8 MILES TO THE THIRD CATTLE GUARD
 BQ0426'CROSSING, CONTINUE STRAIGHT AHEAD 0.7 MILE, TURN SHARP LEFT,
 BQ0426'W, TOP ONE RIDGE AND CONTINUE WESTWARD ON IT 0.6 MILE TO THE
 BQ0426'AZIMUTH MARK ON LEFT, GO W THROUGH A SMALL DRAW THENCE TO THE
 BQ0426'TOP OF A SECOND RIDGE FOR 0.6 MILE TO THE STATION.
 BQ0426'
 BQ0426'A DRIVE STATION.
 BQ0426
 BQ0426                          STATION RECOVERY (1972)
 BQ0426
 BQ0426'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1972 (OWC)
 BQ0426'$
 BQ0426'GALGO-GOOD
 BQ0426'
 BQ0426'GALGO NO. 1-GOOD
 BQ0426'
 BQ0426'GALGO NO. 2-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1971 ***********************************************************************
 AY1971  DESIGNATION -  GALLAGHER
 AY1971  PID         -  AY1971
 AY1971  STATE/COUNTY-  TX/MEDINA
 AY1971  USGS QUAD   -  SAN GERONIMO (1982)
 AY1971
 AY1971                         *CURRENT SURVEY CONTROL
 AY1971  ___________________________________________________________________
 AY1971* NAD 83(1993)-  29 36 24.99578(N)    098 50 54.69724(W)     ADJUSTED  
 AY1971* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 AY1971  ___________________________________________________________________
 AY1971  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AY1971  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AY1971
 AY1971  HORZ ORDER  -  FIRST
 AY1971
 AY1971.The horizontal coordinates were established by classical geodetic methods
 AY1971.and adjusted by the National Geodetic Survey in February 1996..
 AY1971
 AY1971.The orthometric height was scaled from a topographic map.
 AY1971
 AY1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1971
 AY1971.The geoid height was determined by GEOID03.
 AY1971
 AY1971;                    North         East     Units Scale Factor Converg.
 AY1971;SPC TXSC     - 4,196,572.946   614,670.470   MT  0.99987447   +0 04 27.2
 AY1971;SPC TXSC     -13,768,256.41  2,016,631.37   sFT  0.99987447   +0 04 27.2
 AY1971;UTM  14      - 3,275,242.359   514,666.456   MT  0.99960265   +0 04 29.4
 AY1971
 AY1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1971!SPC TXSC     -   0.99992023  x   0.99987447  =   0.99979471
 AY1971!UTM  14      -   0.99992023  x   0.99960265  =   0.99952291
 AY1971
 AY1971:                Primary Azimuth Mark                     Grid Az
 AY1971:SPC TXSC     -  GALLAGHER AZ MK                          092 05 25.9
 AY1971:UTM  14      -  GALLAGHER AZ MK                          092 05 23.7
 AY1971
 AY1971|---------------------------------------------------------------------|
 AY1971| PID    Reference Object                     Distance      Geod. Az  |
 AY1971|                                                           dddmmss.s |
 AY1971| CV4061 GALLAGHER AZ MK                                    0920953.1 |
 AY1971| AY1970 GALLAGHER USGS 1924 RM                7.244 METERS 12538     |
 AY1971| AY1943 MEDINA                              APPROX.19.0 KM 1781002.5 |
 AY1971| CV4062 GALLAGHER RM 2                        6.662 METERS 21754     |
 AY1971|---------------------------------------------------------------------|
 AY1971
 AY1971                          SUPERSEDED SURVEY CONTROL
 AY1971
 AY1971  NAD 83(1986)-  29 36 25.00027(N)    098 50 54.68102(W) AD(       ) 1
 AY1971  NAD 27      -  29 36 24.18500(N)    098 50 53.58400(W) AD(       ) 1
 AY1971
 AY1971.Superseded values are not recommended for survey control.
 AY1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1971.See file dsdata.txt to determine how the superseded data were derived.
 AY1971
 AY1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT1466675242(NAD 83)
 AY1971_MARKER: DD = SURVEY DISK
 AY1971_SETTING: 80 = SET IN A BOULDER
 AY1971_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AY1971
 AY1971  HISTORY     - Date     Condition        Report By
 AY1971  HISTORY     - 1924     MONUMENTED       USGS
 AY1971  HISTORY     - 1937     GOOD             CGS
 AY1971  HISTORY     - 1937     GOOD             TXHD
 AY1971  HISTORY     - 1943     GOOD             CGS
 AY1971  HISTORY     - 1953     GOOD             CGS
 AY1971  HISTORY     - 1956     GOOD             CGS
 AY1971
 AY1971                          STATION DESCRIPTION
 AY1971
 AY1971'DESCRIBED BY US GEOLOGICAL SURVEY 1924 (HO)
 AY1971'ABOUT 28 MILES BY ROAD NW OF SAN ANTONIO, 2-1/2 MILES W
 AY1971'OF THE OLD GALLAGHER RANCH HOUSE, 1/4 MILE W OF THE W LINE
 AY1971'FENCE OF THE GALLAGHER RANCH PROPERTY, AND ON THE HIGHEST
 AY1971'POINT OF THE HIGHEST HILL IN THE VICINITY ON LAND BELONGING
 AY1971'TO CHARLEY SCHOTT, WHO LIVES ABOUT 4 MILES W OF THE STATION.
 AY1971'RANCH HOUSE IS 1-1/2 MILES SW OF BANDERA ROAD.
 AY1971'
 AY1971'STATION IS MARKED BY TABLET CEMENTED IN LARGE BOULDER WHICH
 AY1971'PROJECTS 3 INCHES ABOVE GROUND.  THE UNITED STATES ARMY
 AY1971'ENGINEERS HAD A POLE OVER THIS STATION DURING THE WAR.
 AY1971'
 AY1971'REFERENCE MARK IS A STANDARD DISK IN BOULDER, 7.258 METERS
 AY1971'(23.81 FEET) FROM STATION, S 54 DEG 24 MIN E.
 AY1971'
 AY1971'REACHED BY THE BANDERA ROAD FROM SAN ANTONIO 24 MILES TO
 AY1971'A SMALL STORE AND GASOLINE STATION ON LEFT SIDE OF ROAD,
 AY1971'AND ON W SIDE OF SAN GERONIMO CREEK.
 AY1971
 AY1971                          STATION RECOVERY (1937)
 AY1971
 AY1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 AY1971'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  THE
 AY1971'STATION IS ABOUT 30.0 MILES BY ROAD NW OF THE CITY HALL IN
 AY1971'SAN ANTONIO, 4.6 MILES BY ROAD AND TRAIL SW OF SAN GERONIMO,
 AY1971'2.5 MILES BY ROAD AND TRAIL W OF THE OLD GALLAGHER RANCH
 AY1971'HOUSE ON PROPERTY BELONGING TO CHARLES SCHOTT, ABOUT 0.3
 AY1971'MILE W OF THE LINE FENCE BETWEEN THE GALLAGHER RANCH AND
 AY1971'SCHOTT RANCH, AND ON THE HIGHEST HILL IN THE IMMEDIATE
 AY1971'VICINITY.
 AY1971'
 AY1971'THE STATION MARK IS A U.S.G.S. STANDARD TABLET CEMENTED
 AY1971'IN A LARGE BOULDER PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE.
 AY1971'
 AY1971'THE REFERENCE MARK IS A U.S.C. AND G.S. STANDARD DISK REFERENCE
 AY1971'MARK CEMENTED IN OUTCROP ROCK.  IT IS 7.258 METERS (23.81
 AY1971'FEET) FROM THE STATION S 53 DEG 24 MIN E.
 AY1971'
 AY1971'TO REACH FROM SAN ANTONIO, START FROM THE JUNCTION OF HIGHWAYS
 AY1971'87 AND 90 AT THE CITY HALL ON W COMMERCE STREET AND GO NORTHWARD
 AY1971'ON HIGHWAY 87 FOR 2.2 MILES TO JUNCTION OF 81 AND 16.  THEN
 AY1971'W AND N ON HIGHWAY 18 AND 16 (THE BANDERA ROAD) FOR 23.8
 AY1971'MILES TO SAN GERONIMO, A SMALL STORE AND GASOLINE STATION
 AY1971'ON W SIDE OF ROAD AND E SIDE OF GERONIMO CREEK.  THEN CROSS
 AY1971'THE CREEK AND FOLLOW THE GALLAGHER ROAD S WESTWARD FOR 1.6
 AY1971'MILES TO THE OLD GALLAGHER RANCH HOUSE.  THEN PASS THROUGH
 AY1971'FEED LOTS N AND W OF HOUSE AND FOLLOW RANCH ROAD W FOR 2.3
 AY1971'MILES TO TWO TREES ON LEFT SIDE OF ROAD MARKED WITH
 AY1971'TRIANGULAR BLAZE.  JUST W OF DRY CREEK.  THIS IS THE END OF
 AY1971'TRUCK TRAVEL.  THE STATION BEARS 205 DEG (MAGNETIC) DISTANT
 AY1971'ABOUT 3/4 MILE ON HIGHEST HILL SEEN FROM THE END OF TRUCK
 AY1971'TRAVEL.
 AY1971
 AY1971                          STATION RECOVERY (1937)
 AY1971
 AY1971'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1971'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION AND
 AY1971'AS DESCRIBED.  DESCRIPTION OF GENERAL LOCATION OF STATION
 AY1971'IS CLOSE ENOUGH.  FOR A MORE DETAILED DESCRIPTION USE THE
 AY1971'FOLLOWING--AT THE GALLAGHER DUDE RANCH, GO THROUGH GATE
 AY1971'AT NE CORNER OF RANCH HOUSE AND TAKE RIGHT FORK ALONG CORRAL.
 AY1971'AT 0.25 MILE TAKE RIGHT FORK THROUGH GATE AND CONTINUE ON
 AY1971'MAIN TRAIL FOR 0.55 MILE, THEN TAKE RIGHT FORK AND FOLLOW
 AY1971'AROUND WITH FENCE 0.25 MILE TO AN ORANGE-COLORED GATE.  GO
 AY1971'THROUGH AND CONTINUE ON MAIN TRAIL 1.70 MILES TO TOP OF
 AY1971'GRADE.  FROM THIS POINT STATION IS N 34 DEG W (MAGNETIC) 1.05
 AY1971'MILES, ACROSS TWO HILLS.
 AY1971
 AY1971                          STATION RECOVERY (1943)
 AY1971
 AY1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1971'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE
 AY1971'IN GOOD CONDITION.  THIS PARTY USED A DIFFERENT ROUTE TO REACH
 AY1971'THE STATION AND A NEW DESCRIPTION FOLLOWS--
 AY1971'
 AY1971'STATION IS LOCATED ABOUT 30 MILES NW OF CITY HALL IN SAN
 AY1971'ANTONIO AND ABOUT 4 MILES SW OF SAN GERONIMO ON PROPERTY
 AY1971'BELONGING TO CHARLES SCHOTT.  IT IS ABOUT 0.3 MILE W OF THE
 AY1971'FENCE LINE BETWEEN THE GALLAGHER RANCH AND THE SCHOTT RANCH
 AY1971'ON THE HIGHEST HILL IN THE IMMEDIATE VICINITY.
 AY1971'
 AY1971'STATION MARK IS A BRONZE U.S.G.S. DISK CEMENTED IN A SMALL
 AY1971'BOULDER PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF THE
 AY1971'GROUND.
 AY1971'
 AY1971'THE 1924 REFERENCE MARK IS A BRONZE U.S.C. AND G.S. REFERENCE
 AY1971'DISK CEMENTED IN OUTCROPPING BEDROCK AND STAMPED GALLAGHER
 AY1971'1924.
 AY1971'
 AY1971'A NEW REFERENCE MARK WAS ESTABLISHED.  IT IS A BRONZE U.S.C.
 AY1971'AND G.S. REFERENCE DISK CEMENTED IN OUTCROPPING ROCK AND
 AY1971'STAMPED GALLAGHER 1924 1943.
 AY1971'
 AY1971'AN AZIMUTH MARK WAS ESTABLISHED E OF THE STATION ON A SMALL
 AY1971'HILL, 25 FEET N OF AN ARMY TIRE-TEST ROAD, 3 FEET S OF A
 AY1971'WHITE REFERENCE POST, AND ABOUT 1.5 MILES E OF THE STATION.
 AY1971'IT IS A BRONZE U.S.C. AND G.S. AZIMUTH DISK SET IN BEDROCK
 AY1971'AND STAMPED GALLAGHER 1943.
 AY1971'
 AY1971'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AY1971'87 AND 90 AT THE CITY HALL IN SAN ANTONIO, GO NW ON HIGHWAY
 AY1971'87 FOR 2.2 MILES TO THE JUNCTION WITH STATE HIGHWAY 16.  TURN
 AY1971'LEFT ON HIGHWAY 16 (KNOWN AS BANDERA ROAD) FOR 23.8 MILES
 AY1971'TO A SMALL STORE AND GAS STATION ON THE LEFT CALLED SAN
 AY1971'GERONIMO.  CONTINUE AHEAD ON HIGHWAY 16 FOR 1.4 MILES TO
 AY1971'A SIDE ROAD LEFT AND ENTRANCE TO THE MEDINA LAKE TOLL ROAD.
 AY1971'TURN LEFT ON TOLL ROAD AND GO 2.3 MILES TO A TOLL GATE.
 AY1971'CONTINUE AHEAD FOR 0.4 MILE TO A SIDE ROAD LEFT.* TURN LEFT ON
 AY1971'SIDE ROAD WHICH IS AN ARMY TIRE-TEST ROAD AND GO 1.8
 AY1971'MILES, KEEPING ALL RIGHT HAND TURNS, TO A STEEP ROCKY HILL.
 AY1971'AT THE TOP OF THE HILL THERE IS A DIM TRAIL ALONG THE
 AY1971'RIDGE TO THE RIGHT.  TURN RIGHT AND GO 0.1 MILE TO THE
 AY1971'BOTTOM OF A STEEP HILL AND END OF TRUCK TRAVEL.  FROM END
 AY1971'OF TRUCK TRAVEL FOLLOW DIM TRAIL UPHILL FOR ABOUT 0.2
 AY1971'MILE TO THE TOP OF RIDGE.  HERE BEAR RIGHT SLIGHTLY
 AY1971'DOWNHILL FOR ABOUT 0.15 MILE TO A GATE IN A WIRE FENCE.
 AY1971'PASS THROUGH GATE AND FOLLOW UP THE RIDGE FOR ABOUT 0.3
 AY1971'MILE TO THE HIGHEST PART OF THE HILL AND STATION.  ABOUT
 AY1971'A 30-MINUTE PACK.
 AY1971'
 AY1971'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT ON
 AY1971'SIDE ROAD, WHICH IS AN ARMY TIRE-TEST ROAD, AND GO 1.8 MILES,
 AY1971'KEEPING ALL RIGHT-HAND TURNS TO A STEEP ROCKY HILL.  CONTINUE
 AY1971'UPHILL TO THE MARK ON THE LEFT.
 AY1971
 AY1971                          STATION RECOVERY (1953)
 AY1971
 AY1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1971'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AY1971'NEW NOTES TO REACH FOLLOWS.
 AY1971'
 AY1971'TO REACH FROM SAN GERONIMO, GO WEST ON A GRAVEL ROAD FOR
 AY1971'0.05 MILE TO THE MAIN ENTRANCE OF THE GALLAGHER RANCH.  TURN
 AY1971'LEFT, AND GO SOUTH ON THE RANCH ROAD FOR 1.5 MILES TO THE
 AY1971'GALLAGHER RANCH HOUSE.  PASS THROUGH THE GATE AT THE NORTHWEST
 AY1971'CORNER OF THE RANCH HOUSE AND FOLLOW THE TRACK ROAD ALONG
 AY1971'THE SOUTH SIDE OF A FENCE LINE TO A GATE.  PASS THROUGH
 AY1971'THE GATE, BEAR RIGHT AND GO ON A TRACK ROAD IN A WESTERLY
 AY1971'DIRECTION FOR 0.35 MILE TO A GATE.  PASS THROUGH THE GATE
 AY1971'AND CONTINUE WESTERLY ON A TRACK ROAD FOR 0.75 MILE TO A
 AY1971'CORRAL AND TWO CONCRETE WATER TANKS.  PASS THROUGH THREE
 AY1971'CORRAL GATES AND CONTINUE WEST ON A TRACK ROAD FOR 0.45
 AY1971'MILE TO A DIM Y-FORK.  CONTINUE STRAIGHT AHEAD ON A DIM
 AY1971'TRACK FOR 0.15 MILE TO A DIM TRACK ROAD LEFT.  TURN
 AY1971'SHARP LEFT, GO ABOUT 100 YARDS TO A DIM TRACK ROAD
 AY1971'RIGHT.  TURN RIGHT AND FOLLOW A TRACK ROAD IN A
 AY1971'SOUTHWESTERLY DIRECTION FOR 0.4 MILE TO THE TOP OF A
 AY1971'RIDGE AT A LOW SADDLE.  (THE AZIMUTH MARK IS LOCATED ON
 AY1971'THE LEFT, AND SOUTH OF THE SADDLE) THIS POINT IS THE END
 AY1971'OF TRUCK TRAVEL.  PACK NORTHWESTERLY ALONG A FENCE LINE TO
 AY1971'AN INTERSECTING FENCE LINE.  FOLLOW RIDGE NORTHERLY TO
 AY1971'THE HIGHEST POINT AND THE STATION SITE.  ABOUT A 30 MINUTE
 AY1971'PACK.
 AY1971
 AY1971                          STATION RECOVERY (1956)
 AY1971
 AY1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1971'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AS PREVIOUSLY
 AY1971'DESCRIBED BY F.B. QUINN IN 1943 AND FOUND TO BE IN GOOD
 AY1971'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND NO SUITABLE
 AY1971'LOCATION COULD BE FOUND TO ESTABLISH A NEW MARK.  EXCEPT
 AY1971'FOR THE AFORESAID THE 1943 DESCRIPTION IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1970 ***********************************************************************
 AY1970  DESIGNATION -  GALLAGHER USGS 1924 RM
 AY1970  PID         -  AY1970
 AY1970  STATE/COUNTY-  TX/MEDINA
 AY1970  USGS QUAD   -  SAN GERONIMO (1982)
 AY1970
 AY1970                         *CURRENT SURVEY CONTROL
 AY1970  ___________________________________________________________________
 AY1970* NAD 83(1993)-  29 36 24.85873(N)    098 50 54.47842(W)     ADJUSTED  
 AY1970* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 AY1970  ___________________________________________________________________
 AY1970  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AY1970  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AY1970
 AY1970  HORZ ORDER  -  SECOND
 AY1970
 AY1970.The horizontal coordinates were established by classical geodetic methods
 AY1970.and adjusted by the National Geodetic Survey in February 1996..
 AY1970
 AY1970.The orthometric height was scaled from a topographic map.
 AY1970
 AY1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1970
 AY1970.The geoid height was determined by GEOID03.
 AY1970
 AY1970;                    North         East     Units Scale Factor Converg.
 AY1970;SPC TXSC     - 4,196,568.734   614,676.362   MT  0.99987447   +0 04 27.3
 AY1970;SPC TXSC     -13,768,242.59  2,016,650.70   sFT  0.99987447   +0 04 27.3
 AY1970;UTM  14      - 3,275,238.148   514,672.346   MT  0.99960266   +0 04 29.5
 AY1970
 AY1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1970!SPC TXSC     -   0.99992023  x   0.99987447  =   0.99979471
 AY1970!UTM  14      -   0.99992023  x   0.99960266  =   0.99952292
 AY1970
 AY1970                          SUPERSEDED SURVEY CONTROL
 AY1970
 AY1970  NAD 83(1986)-  29 36 24.86316(N)    098 50 54.46210(W) AD(       ) 2
 AY1970  NAD 27      -  29 36 24.04800(N)    098 50 53.36500(W) AD(       ) 2
 AY1970
 AY1970.Superseded values are not recommended for survey control.
 AY1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1970.See file dsdata.txt to determine how the superseded data were derived.
 AY1970
 AY1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT1467275238(NAD 83)
 AY1970_MARKER: DD = SURVEY DISK
 AY1970_SETTING: 66 = SET IN ROCK OUTCROP
 AY1970_SP_SET: SET IN ROCK OUTCROP
 AY1970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1970+STABILITY: POSITION/ELEVATION WELL
 AY1970
 AY1970  HISTORY     - Date     Condition        Report By
 AY1970  HISTORY     - 1924     MONUMENTED       USGS
 AY1970
 AY1970                          STATION DESCRIPTION
 AY1970
 AY1970'DESCRIBED BY US GEOLOGICAL SURVEY 1924
 AY1970'STATION IS LOCATED ABOUT 30 MILES NW OF CITY HALL IN SAN
 AY1970'ANTONIO AND ABOUT 4 MILES SW OF SAN GERONIMO ON PROPERTY
 AY1970'BELONGING TO CHARLES SCHOTT.  IT IS ABOUT 0.3 MILE W OF THE
 AY1970'FENCE LINE BETWEEN THE GALLAGHER RANCH AND THE SCHOTT RANCH
 AY1970'ON THE HIGHEST HILL IN THE IMMEDIATE VICINITY.
 AY1970'
 AY1970'THE 1924 REFERENCE MARK IS A BRONZE U.S.C. AND G.S. REFERENCE
 AY1970'DISK CEMENTED IN OUTCROPPING BEDROCK AND STAMPED GALLAGHER
 AY1970'1924.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2358 ***********************************************************************
 AN2358  DESIGNATION -  GALLINIPPER USE 1934
 AN2358  PID         -  AN2358
 AN2358  STATE/COUNTY-  TX/CALHOUN
 AN2358  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN2358
 AN2358                         *CURRENT SURVEY CONTROL
 AN2358  ___________________________________________________________________
 AN2358* NAD 83(1993)-  28 34 58.69578(N)    096 34 10.83723(W)     ADJUSTED  
 AN2358* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AN2358  ___________________________________________________________________
 AN2358  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AN2358  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN2358
 AN2358  HORZ ORDER  -  THIRD
 AN2358
 AN2358.The horizontal coordinates were established by classical geodetic methods
 AN2358.and adjusted by the National Geodetic Survey in February 1996..
 AN2358
 AN2358.The orthometric height was scaled from a topographic map.
 AN2358
 AN2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2358
 AN2358.The geoid height was determined by GEOID03.
 AN2358
 AN2358;                    North         East     Units Scale Factor Converg.
 AN2358;SPC TXSC     - 4,085,552.225   837,722.945   MT  0.99994869   +1 11 26.3
 AN2358;SPC TXSC     -13,404,015.92  2,748,429.36   sFT  0.99994869   +1 11 26.3
 AN2358;UTM  14      - 3,164,196.605   737,696.080   MT  1.00029732   +1 09 47.8
 AN2358
 AN2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2358!SPC TXSC     -   1.00000362  x   0.99994869  =   0.99995231
 AN2358!UTM  14      -   1.00000362  x   1.00029732  =   1.00030094
 AN2358
 AN2358                          SUPERSEDED SURVEY CONTROL
 AN2358
 AN2358  NAD 83(1986)-  28 34 58.70303(N)    096 34 10.82476(W) AD(       ) 3
 AN2358  NAD 27      -  28 34 57.70600(N)    096 34 09.91100(W) AD(       ) 3
 AN2358
 AN2358.Superseded values are not recommended for survey control.
 AN2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2358.See file dsdata.txt to determine how the superseded data were derived.
 AN2358
 AN2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3769664197(NAD 83)
 AN2358_MARKER: DD = SURVEY DISK
 AN2358_SETTING: 0 = UNSPECIFIED SETTING
 AN2358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2358
 AN2358  HISTORY     - Date     Condition        Report By
 AN2358  HISTORY     - 1934     MONUMENTED       USE
 AN2358  HISTORY     - 1942     GOOD             USE
 AN2358  HISTORY     - 1948     GOOD             CGS
 AN2358  HISTORY     - 1950     GOOD             CGS
 AN2358  HISTORY     - 1956     GOOD             CONOCO
 AN2358  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2358  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2358
 AN2358                          STATION DESCRIPTION
 AN2358
 AN2358'DESCRIBED BY US ENGINEERS 1934 (EOH)
 AN2358'STATION IS LOCATED ABOUT 4 MILES SE OF PORT LAVACA, ABOUT
 AN2358'2-1/2 MILES NW FROM MAGNOLIA BEACH, ON GALLINIPPER POINT.
 AN2358'IT IS IN AN OPEN PRAIRIE AND IS 150 METERS SW FROM THE W
 AN2358'SHORE OF LAVACA BAY.  THERE ARE SEVERAL SMALL SCATTERED
 AN2358'CLUMPS OF SALT CEDARS IN THE VICINITY.  THE LARGEST IS 75
 AN2358'METERS NNW FROM THE STATION.
 AN2358'
 AN2358'STATION MARK IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK
 AN2358'SET IN A 4-INCH TILE PIPE.  NO REFERENCE MARK WAS SET.
 AN2358'
 AN2358'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2358'PORT LAVACA, WATER TANK, 287 DEG 30 MIN.  MOST E OF TWO ADJOINING
 AN2358'HOUSES (1/2 MILE), 260 DEG.  SMALL WHITE SHACK ON MAGNOLIA
 AN2358'BEACH ROAD (1 MILE), 158 DEG.  AND WINDMILL (1/2 MILE), 204 DEG.
 AN2358'
 AN2358'HEIGHT OF LIGHT ABOVE STATION MARK - 3.0 METERS.
 AN2358
 AN2358                          STATION RECOVERY (1942)
 AN2358
 AN2358'RECOVERY NOTE BY US ENGINEERS 1942
 AN2358'THE STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AN2358
 AN2358                          STATION RECOVERY (1948)
 AN2358
 AN2358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2358'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AN2358
 AN2358                          STATION RECOVERY (1950)
 AN2358
 AN2358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AN2358'STATION RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTION
 AN2358'BY E.O.H. IS ADEQUATE AND COMPLETE.
 AN2358
 AN2358                          STATION RECOVERY (1956)
 AN2358
 AN2358'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1956 (CJB)
 AN2358'LETTER OF C.J. BYRNES, CHIEF SURVEYOR, CONTINENTAL OIL CO.,
 AN2358'PONCA CITY, OKLAHOMA, DATED JANUARY 30, 1956.
 AN2358'
 AN2358'FOUND AS DESCRIBED.  TILE IS IN LOOSE GROUND.
 AN2358
 AN2358                          STATION RECOVERY (1969)
 AN2358
 AN2358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2358'THE STATION SITE WAS VISITED AND A 15 INCH LONG TILE PIPE
 AN2358'FILLED WITH CONCRETE AND HAVING STANDARD, UNSTAMPED USE DISK
 AN2358'IN ITS TOP WAS FOUND LYING ON THE GROUND SURFACE.  THIS IS
 AN2358'BELIEVED TO HAVE BEEN THE STATION MARK.  AREA OF THE STATION
 AN2358'NOW HAS HOME SITES ON IT AND HAS BEEN LEVELED AND FILLED.
 AN2358'NO TRACE OF ANY OTHER MARKS COULD BE FOUND IN THE VICINITY.
 AN2358'THIS STATION HAD NO SUB-SURFACE OR REFERENCE MARKS.  ALL
 AN2358'INDICATIONS ARE THAT THE STATION IS LOST.
 AN2358'
 AN2358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 AN2358'SOUTHEAST OF PORT LAVACA
 AN2358
 AN2358                          STATION RECOVERY (1998)
 AN2358
 AN2358'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1507 ***********************************************************************
 AH1507  DESIGNATION -  GALLITO WINDMILL
 AH1507  PID         -  AH1507
 AH1507  STATE/COUNTY-  TX/KLEBERG
 AH1507  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH1507
 AH1507                         *CURRENT SURVEY CONTROL
 AH1507  ___________________________________________________________________
 AH1507* NAD 83(1993)-  27 27 58.67586(N)    097 38 32.91238(W)     ADJUSTED  
 AH1507* NAVD 88     -                                                        
 AH1507  ___________________________________________________________________
 AH1507  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AH1507  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AH1507
 AH1507  HORZ ORDER  -  THIRD
 AH1507
 AH1507.The horizontal coordinates were established by classical geodetic methods
 AH1507.and adjusted by the National Geodetic Survey in February 1996..
 AH1507
 AH1507
 AH1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1507
 AH1507.The geoid height was determined by GEOID03.
 AH1507
 AH1507;                    North         East     Units Scale Factor Converg.
 AH1507;SPC TX S     - 5,199,674.262   384,752.821   MT  0.99992763   +0 23 21.6
 AH1507;SPC TX S     -17,059,264.64  1,262,309.88   sFT  0.99992763   +0 23 21.6
 AH1507;UTM  14      - 3,038,816.843   634,134.305   MT  0.99982209   +0 37 34.4
 AH1507
 AH1507                          SUPERSEDED SURVEY CONTROL
 AH1507
 AH1507  NAD 83(1986)-  27 27 58.68683(N)    097 38 32.88757(W) AD(       ) 4
 AH1507  NAD 27      -  27 27 57.54600(N)    097 38 31.90500(W) AD(       ) 3
 AH1507
 AH1507.Superseded values are not recommended for survey control.
 AH1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1507.See file dsdata.txt to determine how the superseded data were derived.
 AH1507
 AH1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3413438817(NAD 83)
 AH1507_MARKER: 66 = WINDMILL
 AH1507
 AH1507  HISTORY     - Date     Condition        Report By
 AH1507  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1507
 AH1507                          STATION DESCRIPTION
 AH1507
 AH1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1507'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 9 MILES SW
 AH1507'OF LAURELES, ABOUT 3 MILES EAST OF TELEPHONE CAMP, ABOUT 1-1/2
 AH1507'MILES NE OF THE ROAD LEADING TO JABONCILLOS CAMP, ON THE SE
 AH1507'SIDE OF AN EARTHEN WATER RESERVOIR, AND 29 FT. NW OF THE SE
 AH1507'SIDE OF AN ENCLOSING FENCE AROUND THE RESERVOIR.
 AH1507'
 AH1507'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT THIRTY
 AH1507'FEET HIGH WITH THREE GUY WIRES ATTACHED.
 AH1507'
 AH1507'(GALLITO MEANS YOUNG OR SMALL ROOSTER.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1114 ***********************************************************************
 CR1114  DESIGNATION -  GALLOWAY
 CR1114  PID         -  CR1114
 CR1114  STATE/COUNTY-  TX/PANOLA
 CR1114  USGS QUAD   -  
 CR1114
 CR1114                         *CURRENT SURVEY CONTROL
 CR1114  ___________________________________________________________________
 CR1114* NAD 83(1993)-  32 01 05.54259(N)    094 05 26.25292(W)     ADJUSTED  
 CR1114* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 CR1114  ___________________________________________________________________
 CR1114  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CR1114  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CR1114
 CR1114  HORZ ORDER  -  SECOND
 CR1114
 CR1114.The horizontal coordinates were established by classical geodetic methods
 CR1114.and adjusted by the National Geodetic Survey in February 1996..
 CR1114
 CR1114.The orthometric height was scaled from a topographic map.
 CR1114
 CR1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1114
 CR1114.The geoid height was determined by GEOID03.
 CR1114
 CR1114;                    North         East     Units Scale Factor Converg.
 CR1114;SPC TXNC     - 2,047,725.160 1,016,465.074   MT  1.00003387   +2 24 17.5
 CR1114;SPC TXNC     - 6,718,244.96  3,334,852.50   sFT  1.00003387   +2 24 17.5
 CR1114;SPC TX C     - 3,277,241.132 1,289,489.938   MT  1.00003902   +3 12 55.3
 CR1114;SPC TX C     -10,752,081.95  4,230,601.57   sFT  1.00003902   +3 12 55.3
 CR1114;SPC LA N     -   169,433.810   849,744.454   MT  0.99991627   -0 50 27.5
 CR1114;SPC LA N     -   555,884.09  2,787,869.93   sFT  0.99991627   -0 50 27.5
 CR1114;UTM  15      - 3,542,973.498   397,002.180   MT  0.99973083   -0 34 41.8
 CR1114
 CR1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1114!SPC TXNC     -   0.99999403  x   1.00003387  =   1.00002790
 CR1114!SPC TX C     -   0.99999403  x   1.00003902  =   1.00003305
 CR1114!SPC LA N     -   0.99999403  x   0.99991627  =   0.99991031
 CR1114!UTM  15      -   0.99999403  x   0.99973083  =   0.99972487
 CR1114
 CR1114|---------------------------------------------------------------------|
 CR1114| PID    Reference Object                     Distance      Geod. Az  |
 CR1114|                                                           dddmmss.s |
 CR1114| CX5865 GALLOWAY RM 1                        27.478 METERS 05817     |
 CR1114| BY2600 LOGANSPORT MUNICIPAL TANK           APPROX. 9.5 KM 1213607.2 |
 CR1114| CX5866 GALLOWAY RM 2                        13.603 METERS 14047     |
 CR1114| CX5864 GALLOWAY AZ MK                                     1525403.2 |
 CR1114|---------------------------------------------------------------------|
 CR1114
 CR1114                          SUPERSEDED SURVEY CONTROL
 CR1114
 CR1114  NAD 83(1986)-  32 01 05.55087(N)    094 05 26.24564(W) AD(       ) 2
 CR1114  NAD 27      -  32 01 04.95090(N)    094 05 25.55230(W) AD(       ) 2
 CR1114
 CR1114.Superseded values are not recommended for survey control.
 CR1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1114.See file dsdata.txt to determine how the superseded data were derived.
 CR1114
 CR1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR9700242973(NAD 83)
 CR1114_MARKER: DS = TRIANGULATION STATION DISK
 CR1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1114
 CR1114  HISTORY     - Date     Condition        Report By
 CR1114  HISTORY     - 1958     MONUMENTED       CGS
 CR1114
 CR1114                          STATION DESCRIPTION
 CR1114
 CR1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1114'THE STATION IS LOCATED ABOUT 6 MILES, AIRLINE NORTHWEST OF
 CR1114'LOGANSPORT LOUISIANA, 4 MILES NORTH-NORTHWEST OF JOAQUIN
 CR1114'AND 0.3 MILE NORTHEAST OF THE SABINE RIVER.  IT IS 42 FEET
 CR1114'NORTH-NORTHWEST OF THE CENTER OF A CATTLE GUARD, 30 FEET
 CR1114'NORTHWEST OF THE CENTER OF A GRADED ROAD AND 13 FEET NORTH
 CR1114'OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES ABOVE
 CR1114'THE SURFACE OF THE GROUND AND IS STAMPED GALLOWAY 1958.
 CR1114'
 CR1114'REFERENCE MARK NO. 1 IS 21 FEET NORTHWEST OF THE CENTER OF
 CR1114'A GRADED ROAD AND 12 FEET SOUTHWEST OF A 10 INCH OAK TREE AT
 CR1114'THE EDGE OF THE ROAD.  THE MARK PROJECTS 4 INCHES ABOVE THE
 CR1114'SURFACE OF THE GROUND AND IS STAMPED GALLOWAY NO 1 1958.
 CR1114'
 CR1114'REFERENCE MARK NO. 2 IS 35 FEET NORTHEAST OF THE CENTER OF
 CR1114'A CATTLE GUARD, 14 FEET SOUTHEAST OF THE CENTER OF A GRADED
 CR1114'ROAD AND 1 FOOT NORTHWEST OF A RAIL FENCE.  THE MARK PROJECTS
 CR1114'5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1114'GALLOWAY NO 2 1958.
 CR1114'
 CR1114'THE AZIMUTH MARK IS 100 FEET SOUTH-SOUTHEAST OF THE CENTER
 CR1114'OF A FORK IN THE ROAD, 48 FEET EAST OF A 3 FOOT OAK TREE AND 10
 CR1114'FEET EAST OF THE CENTER OF A TRACK ROAD.  THE MARK PROJECTS
 CR1114'2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED GALLOWAY
 CR1114'1958.
 CR1114'
 CR1114'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE
 CR1114'IN CARTHAGE GO NORTHEAST ON U.S. HIGHWAY 79 FOR 8.5 MILES TO THE
 CR1114'JUNCTION WITH FARM ROAD 123.  TURN RIGHT ON FARM ROAD 123 AND
 CR1114'GO 2.85 MILES TO THE JUNCTION WITH FARM ROAD 31.  TURN RIGHT
 CR1114'ON FARM ROAD 31 AND GO 6.7 MILES TO THE SMALL SETTLEMENT OF
 CR1114'DEADWOOD.  CONTINUE STRAIGHT AHEAD ON FARM ROAD 31 FOR 7.1 MILES
 CR1114'TO THE GALLOWAY SCHOOL ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 CR1114'ON FARM ROAD 31 AND GO 0.4 MILE TO A CROSS ROADS.  TURN RIGHT
 CR1114'AND GO WESTERLY FOR 2 MILES TO A FORK IN THE ROAD.  TAKE THE
 CR1114'LEFT FORK AND GO 0.15 MILE TO A FORK.  (TO REACH THE AZIMUTH
 CR1114'KEEP THE LEFT FORK AND GO 0.2 MILE TO A FORKS.  TAKE THE LEFT
 CR1114'FORK FOR 100 FEET AND THE AZIMUTH MARK ON THE LEFT AS
 CR1114'DESCRIBED.) KEEP THE RIGHT FORK AND GO 0.1 MILE TO THE
 CR1114'STATION ON THE RIGHT AS DESCRIBED.
 CR1114'
 CR1114'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0724 ***********************************************************************
 AO0724  DESIGNATION -  GALVAN
 AO0724  PID         -  AO0724
 AO0724  STATE/COUNTY-  TX/WEBB
 AO0724  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0724
 AO0724                         *CURRENT SURVEY CONTROL
 AO0724  ___________________________________________________________________
 AO0724* NAD 83(1993)-  28 06 00.59390(N)    099 37 22.20792(W)     ADJUSTED  
 AO0724* NAVD 88     -       254.8    (meters)     836.     (feet)  VERTCON   
 AO0724  ___________________________________________________________________
 AO0724  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AO0724  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AO0724
 AO0724  HORZ ORDER  -  FIRST
 AO0724
 AO0724.The horizontal coordinates were established by classical geodetic methods
 AO0724.and adjusted by the National Geodetic Survey in February 1996..
 AO0724
 AO0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0724
 AO0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0724
 AO0724.The geoid height was determined by GEOID03.
 AO0724
 AO0724;                    North         East     Units Scale Factor Converg.
 AO0724;SPC TX S     - 5,270,119.206   189,650.895   MT  1.00007843   -0 30 35.2
 AO0724;SPC TX S     -17,290,382.76    622,212.98   sFT  1.00007843   -0 30 35.2
 AO0724;SPC TXSC     - 4,029,737.321   538,788.054   MT  1.00009331   -0 18 18.5
 AO0724;SPC TXSC     -13,220,896.53  1,767,673.81   sFT  1.00009331   -0 18 18.5
 AO0724;UTM  14      - 3,108,454.876   438,817.283   MT  0.99964620   -0 17 36.1
 AO0724
 AO0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0724!SPC TX S     -   0.99996375  x   1.00007843  =   1.00004218
 AO0724!SPC TXSC     -   0.99996375  x   1.00009331  =   1.00005706
 AO0724!UTM  14      -   0.99996375  x   0.99964620  =   0.99960997
 AO0724
 AO0724|---------------------------------------------------------------------|
 AO0724| PID    Reference Object                     Distance      Geod. Az  |
 AO0724|                                                           dddmmss.s |
 AO0724| CV4063 GALVAN RM 1                          20.318 METERS 09438     |
 AO0724| AO0706 JAMES                               APPROX.12.3 KM 0974006.8 |
 AO0724| CV4064 GALVAN RM 2                          13.375 METERS 17441     |
 AO0724| CV4065 GALVAN RM 3                          16.320 METERS 30538     |
 AO0724|---------------------------------------------------------------------|
 AO0724
 AO0724                          SUPERSEDED SURVEY CONTROL
 AO0724
 AO0724  NAD 83(1986)-  28 06 00.58872(N)    099 37 22.18335(W) AD(       ) 1
 AO0724  NAD 27      -  28 05 59.58000(N)    099 37 21.02000(W) AD(       ) 1
 AO0724  NGVD 29 (07/19/86)  254.8    (m)          836.     (f) VERT ANG       
 AO0724
 AO0724.Superseded values are not recommended for survey control.
 AO0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0724.See file dsdata.txt to determine how the superseded data were derived.
 AO0724
 AO0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS3881708455(NAD 83)
 AO0724_MARKER: DS = TRIANGULATION STATION DISK
 AO0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0724
 AO0724  HISTORY     - Date     Condition        Report By
 AO0724  HISTORY     - 1917     MONUMENTED       CGS
 AO0724  HISTORY     - 1935     GOOD             CGS
 AO0724  HISTORY     - 19810701 GOOD             USGS
 AO0724
 AO0724                          STATION DESCRIPTION
 AO0724
 AO0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AO0724'STATION IS ABOUT 4 MILES NE OF THE GALVAN RANCH HEADQUARTERS,
 AO0724'5 MILES E OF THE WEBB-JEFFERIES RANCH AND EAGLE PASS WAGON
 AO0724'ROAD, ON THE EASTERN AND HIGHEST KNOB OF A LONG RIDGE EXTENDING
 AO0724'FROM THE VICINITY OF THE RANCH AND CULMINATING AT THIS POINT.
 AO0724'A PROMINENT WHITE ROCKY KNOB, THE LAST TO THE E, IS 200 METERS
 AO0724'(656 FEET) E OF THE STATION.  THE STATION IS BEST REACHED
 AO0724'FROM THE GALVAN RANCH BY FOLLOWING THE ENCINAL ROAD ONE-FOURTH
 AO0724'MILE TO A DIM ROAD LEADING TO THE LEFT THROUGH SAND.  FOLLOW
 AO0724'THIS FOR 4 MILES THROUGH A GATE AND OVER ROCKY RIDGES TO THE
 AO0724'END OF THE RIDGE.  THERE IS AN OLD DIRT TANK ONE-FOURTH MILE
 AO0724'S OF THE STATION.  SURFACE MARK IS STANDARD DISK STATION MARK
 AO0724'IN CONCRETE.  UNDERGROUND MARK IS NAIL IN
 AO0724'CONCRETE.  REFERENCE MARK IS STANDARD REFERENCE DISK IN SQUARE
 AO0724'CONCRETE MONUMENT, 13.372 METERS (43.87 FEET) FROM THE
 AO0724'STATION, S 6 DEG 08 MIN E.  ELEVATION OF
 AO0724'STATION, 254.8 METERS (836 FEET).
 AO0724
 AO0724                          STATION RECOVERY (1935)
 AO0724
 AO0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0724'STATION WAS RECOVERED AND MARKS FOUND IN GOOD CONDITION.
 AO0724'THE STATION IS LOCATED ABOUT 17 MILES NW OF ENCINAL AND 31.5
 AO0724'MILES SW OF COTULLA ON THE HIGHEST PART OF A LONG RIDGE, AT
 AO0724'ITS NORTHERN CULMINATION.  THERE IS A PROMINENT BRUSH-COVERED
 AO0724'KNOB ABOUT 450 FEET NNE OF THE STATION AND A HILL 0.5 MILE TO THE
 AO0724'E, THE ALTITUDE OF WHICH IS 15 TO 20 FEET HIGHER THAN THAT
 AO0724'ON WHICH STATION LIES.  IT IS ON THE GALVAN RANCH WHICH IS
 AO0724'OWNED BY MR. HARRY LANDA OF SAN ANTONIO.  THERE IS AN OLD DIRT
 AO0724'TANK 1/3 MILE TO THE E.
 AO0724'
 AO0724'THE STATION MARK SET AS PREVIOUSLY DESCRIBED, IS STAMPED
 AO0724'GALVAN 1917.
 AO0724'
 AO0724'THE OLD REFERENCE MARK, SET AS PREVIOUSLY DESCRIBED, AND STAMPED
 AO0724'THE SAME WAS ALSO FOUND IN GOOD CONDITION.
 AO0724'
 AO0724'TWO NEW REFERENCE MARKS NO. 1 AND 3, STANDARD DISKS SET IN
 AO0724'CONCRETE CYLINDERS WERE ESTABLISHED AND THE OLD ONE STAMPED
 AO0724'NO. 2.
 AO0724'
 AO0724'REFERENCE MARK NO. 1 IS E OF STATION.
 AO0724'
 AO0724'REFERENCE MARK NO. 2 WHICH IS AN OLD MARK IS S OF STATION.
 AO0724'
 AO0724'REFERENCE MARK NO. 3 NW OF STATION.
 AO0724'
 AO0724'REACHED FROM THE RAILROAD STATION IN ENCINAL BY GOING W ON
 AO0724'GRADED DIRT ROAD, LEADING TO THE GALVAN RANCH AND PASSING
 AO0724'JUST TO THE N OF THE JAMES MERCANTILE COMPANY STORE IN ENCINAL,
 AO0724'FOR 12.1 MILES TO THE JUNCTION WITH U.S. HIGHWAY 83, (THE DIRT
 AO0724'ROAD RUNS PARALLEL TO A TELEPHONE LINE) WHERE THERE IS A
 AO0724'GATE ON EACH SIDE OF THE HIGHWAY.  PASS THROUGH GATE ON LEFT
 AO0724'AND CONTINUE ON GALVAN RANCH ROAD FOR 5.3 MILES (OR 2.25 MILES
 AO0724'BEYOND WOODEN GATE), THEN TAKE SHARP TURN TO THE RIGHT ON
 AO0724'ROAD LEADING N THROUGH BRUSH ACROSS PASTURE FOR 1.7 MILES TO
 AO0724'ANOTHER WOODEN GATE, CONTINUE ON ROAD THROUGH GATE FOR 0.55
 AO0724'MILE TO ROAD FORK NEAR A LARGE DIRT TANK AND WIRE ENCLOSURE
 AO0724'ON RIGHT, TAKE LEFT FORK AND GO 0.1 MILE TO FORKS JUST
 AO0724'BEYOND TANK, TAKE LEFT-HAND ROAD AND GO IN NW DIRECTION FOR
 AO0724'1.35 MILES TO ANOTHER ROAD FORK, TAKE LEFT FORK TO THE
 AO0724'SW AROUND HILL FOR 0.85 MILE TO CROSS ROAD WHERE THERE IS
 AO0724'AN OLD DIRT TANK 150 FEET TO THE N.  THEN TURN LEFT AND GO
 AO0724'SE FOR 0.4 MILE TO FENCE, FOLLOW ALONG FENCE FOR 0.2
 AO0724'MILE TO THE TOP OF RIDGE, THEN TURN N ALONG RIDGE AND GO
 AO0724'0.1 MILE TO ITS NORTHERN EXTREMITY, AND STATION.
 AO0724
 AO0724                          STATION RECOVERY (1981)
 AO0724
 AO0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (LAR)
 AO0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9489 ***********************************************************************
 AF9489  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9489  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9489  DESIGNATION -  GALVESTON 1 CORS ARP
 AF9489  CORS_ID     -  GAL1
 AF9489  PID         -  AF9489
 AF9489  STATE/COUNTY-  TX/GALVESTON
 AF9489  USGS QUAD   -  THE JETTIES (1994)
 AF9489
 AF9489                         *CURRENT SURVEY CONTROL
 AF9489  ___________________________________________________________________
 AF9489* NAD 83(CORS)-  29 19 47.55228(N)    094 44 12.48554(W)     ADJUSTED  
 AF9489* NAVD 88     -        10.38   (meters)      34.1    (feet)  GPS OBS   
 AF9489  ___________________________________________________________________
 AF9489  EPOCH DATE  -        2002.00
 AF9489  X           -    -459,550.630 (meters)                     COMP
 AF9489  Y           -  -5,545,999.055 (meters)                     COMP
 AF9489  Z           -   3,105,820.699 (meters)                     COMP
 AF9489  ELLIP HEIGHT-         -16.22  (meters)          (03/??/02) GPS OBS
 AF9489  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AF9489
 AF9489  HORZ ORDER  -  SPECIAL (CORS)
 AF9489  ELLP ORDER  -  SPECIAL (CORS)
 AF9489
 AF9489.ITRF positions are available for this station.
 AF9489.The coordinates were established by GPS observations
 AF9489.and adjusted by the National Geodetic Survey in March 2002..
 AF9489.The coordinates are valid at the epoch date displayed above.
 AF9489.The epoch date for horizontal control is a decimal equivalence
 AF9489.of Year/Month/Day.
 AF9489
 AF9489.The orthometric height was determined by GPS observations and a
 AF9489.high-resolution geoid model using precise GPS observation and
 AF9489.processing techniques.
 AF9489
 AF9489.The PID for the CORS L1 Phase Center is AJ7860.
 AF9489
 AF9489.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9489
 AF9489.The ellipsoidal height was determined by GPS observations
 AF9489.and is referenced to NAD 83.
 AF9489
 AF9489.The geoid height was determined by GEOID03.
 AF9489
 AF9489;                    North         East     Units Scale Factor Converg.
 AF9489;SPC TXSC     - 4,173,401.628 1,013,927.309   MT  0.99986325   +2 05 18.9
 AF9489;SPC TXSC     -13,692,235.17  3,326,526.51   sFT  0.99986325   +2 05 18.9
 AF9489
 AF9489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9489!SPC TXSC     -   1.00000255  x   0.99986325  =   0.99986580
 AF9489
 AF9489                          SUPERSEDED SURVEY CONTROL
 AF9489
 AF9489  NAD 83(CORS)-  29 19 47.55244(N)    094 44 12.48563(W) AD(1997.00) c
 AF9489  ELLIP H (04/??/00)  -16.18   (m)                       GP(1997.00) c c
 AF9489  NAD 83(CORS)-  29 19 47.55231(N)    094 44 12.48541(W) AD(1997.00) c
 AF9489  NAD 83(CORS)-  29 19 47.55231(N)    094 44 12.48541(W) AD(1996.00) c
 AF9489  ELLIP H (04/??/96)  -16.18   (m)                       GP(1997.00) c c
 AF9489  ELLIP H (04/??/96)  -16.18   (m)                       GP(1996.00) c c
 AF9489
 AF9489.Superseded values are not recommended for survey control.
 AF9489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9489.See file dsdata.txt to determine how the superseded data were derived.
 AF9489
 AF9489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3136245786(NAD 83)
 AF9489_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9489
 AF9489                          STATION DESCRIPTION
 AF9489
 AF9489'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9489'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9489'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9489'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9489'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9489'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7860 ***********************************************************************
 AJ7860  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7860  DESIGNATION -  GALVESTON 1 CORS L1 PHASE CENTER
 AJ7860  CORS_ID     -  GAL1
 AJ7860  PID         -  AJ7860
 AJ7860  STATE/COUNTY-  TX/GALVESTON
 AJ7860  USGS QUAD   -  THE JETTIES (1994)
 AJ7860
 AJ7860                         *CURRENT SURVEY CONTROL
 AJ7860  ___________________________________________________________________
 AJ7860* NAD 83(CORS)-  29 19 47.55224(N)    094 44 12.48557(W)     ADJUSTED  
 AJ7860* NAVD 88     -                                                        
 AJ7860  ___________________________________________________________________
 AJ7860  EPOCH DATE  -        2002.00
 AJ7860  X           -    -459,550.638 (meters)                     COMP
 AJ7860  Y           -  -5,545,999.133 (meters)                     COMP
 AJ7860  Z           -   3,105,820.742 (meters)                     COMP
 AJ7860  ELLIP HEIGHT-         -16.13  (meters)          (03/??/02) GPS OBS
 AJ7860  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AJ7860
 AJ7860  HORZ ORDER  -  SPECIAL (CORS)
 AJ7860  ELLP ORDER  -  SPECIAL (CORS)
 AJ7860
 AJ7860.ITRF positions are available for this station.
 AJ7860.The coordinates were established by GPS observations
 AJ7860.and adjusted by the National Geodetic Survey in March 2002..
 AJ7860.The coordinates are valid at the epoch date displayed above.
 AJ7860.The epoch date for horizontal control is a decimal equivalence
 AJ7860.of Year/Month/Day.
 AJ7860
 AJ7860
 AJ7860.The PID for the CORS ARP is AF9489.
 AJ7860
 AJ7860.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7860
 AJ7860.The ellipsoidal height was determined by GPS observations
 AJ7860.and is referenced to NAD 83.
 AJ7860
 AJ7860.The geoid height was determined by GEOID03.
 AJ7860
 AJ7860;                    North         East     Units Scale Factor Converg.
 AJ7860;SPC TXSC     - 4,173,401.627 1,013,927.309   MT  0.99986325   +2 05 18.9
 AJ7860;SPC TXSC     -13,692,235.17  3,326,526.51   sFT  0.99986325   +2 05 18.9
 AJ7860
 AJ7860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7860!SPC TXSC     -   1.00000253  x   0.99986325  =   0.99986578
 AJ7860
 AJ7860                          SUPERSEDED SURVEY CONTROL
 AJ7860
 AJ7860  NAD 83(CORS)-  29 19 47.55240(N)    094 44 12.48566(W) AD(1997.00) c
 AJ7860  ELLIP H (04/??/00)  -16.10   (m)                       GP(1997.00) c c
 AJ7860  NAD 83(CORS)-  29 19 47.55227(N)    094 44 12.48544(W) AD(1997.00) c
 AJ7860  NAD 83(CORS)-  29 19 47.55227(N)    094 44 12.48544(W) AD(1996.00) c
 AJ7860  ELLIP H (04/??/96)  -16.09   (m)                       GP(1997.00) c c
 AJ7860  ELLIP H (04/??/96)  -16.09   (m)                       GP(1996.00) c c
 AJ7860
 AJ7860.Superseded values are not recommended for survey control.
 AJ7860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7860.See file dsdata.txt to determine how the superseded data were derived.
 AJ7860
 AJ7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3136245786(NAD 83)
 AJ7860_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7860
 AJ7860                          STATION DESCRIPTION
 AJ7860
 AJ7860'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7860'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7860'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7860'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7860'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7860'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9595 ***********************************************************************
 AF9595  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9595  DESIGNATION -  GALVESTON 2 CORS ARP
 AF9595  CORS_ID     -  GAL2
 AF9595  PID         -  AF9595
 AF9595  STATE/COUNTY-  TX/GALVESTON
 AF9595  USGS QUAD   -  THE JETTIES (1994)
 AF9595
 AF9595                         *CURRENT SURVEY CONTROL
 AF9595  ___________________________________________________________________
 AF9595* NAD 83(CORS)-  29 19 48.23476(N)    094 44 12.02944(W)     ADJUSTED  
 AF9595* NAVD 88     -                                                        
 AF9595  ___________________________________________________________________
 AF9595  EPOCH DATE  -        2002.00
 AF9595  X           -    -459,537.525 (meters)                     COMP
 AF9595  Y           -  -5,545,989.908 (meters)                     COMP
 AF9595  Z           -   3,105,839.072 (meters)                     COMP
 AF9595  ELLIP HEIGHT-         -16.11  (meters)          (03/??/02) GPS OBS
 AF9595  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AF9595
 AF9595  HORZ ORDER  -  SPECIAL (CORS)
 AF9595  ELLP ORDER  -  SPECIAL (CORS)
 AF9595
 AF9595.ITRF positions are available for this station.
 AF9595.The coordinates were established by GPS observations
 AF9595.and adjusted by the National Geodetic Survey in March 2002..
 AF9595.The coordinates are valid at the epoch date displayed above.
 AF9595.The epoch date for horizontal control is a decimal equivalence
 AF9595.of Year/Month/Day.
 AF9595
 AF9595
 AF9595.The PID for the CORS L1 Phase Center is AJ7916.
 AF9595
 AF9595.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9595
 AF9595.The ellipsoidal height was determined by GPS observations
 AF9595.and is referenced to NAD 83.
 AF9595
 AF9595.The geoid height was determined by GEOID03.
 AF9595
 AF9595;                    North         East     Units Scale Factor Converg.
 AF9595;SPC TXSC     - 4,173,423.072 1,013,938.839   MT  0.99986325   +2 05 19.2
 AF9595;SPC TXSC     -13,692,305.53  3,326,564.34   sFT  0.99986325   +2 05 19.2
 AF9595
 AF9595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9595!SPC TXSC     -   1.00000253  x   0.99986325  =   0.99986578
 AF9595
 AF9595                          SUPERSEDED SURVEY CONTROL
 AF9595
 AF9595  NAD 83(CORS)-  29 19 48.23487(N)    094 44 12.02957(W) AD(1997.00) c
 AF9595  ELLIP H (11/??/01)  -16.11   (m)                       GP(1997.00) c c
 AF9595  NAD 83(CORS)-  29 19 48.23470(N)    094 44 12.02972(W) AD(1997.00) c
 AF9595  NAD 83(CORS)-  29 19 48.23470(N)    094 44 12.02972(W) AD(1996.00) c
 AF9595  ELLIP H (08/??/96)  -16.06   (m)                       GP(1997.00) c c
 AF9595  ELLIP H (08/??/96)  -16.06   (m)                       GP(1996.00) c c
 AF9595
 AF9595.Superseded values are not recommended for survey control.
 AF9595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9595.See file dsdata.txt to determine how the superseded data were derived.
 AF9595
 AF9595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3137545807(NAD 83)
 AF9595_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9595
 AF9595                          STATION DESCRIPTION
 AF9595
 AF9595'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9595'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9595'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9595'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9595'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9595'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7916 ***********************************************************************
 AJ7916  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7916  DESIGNATION -  GALVESTON 2 CORS L1 PHASE CENTER
 AJ7916  CORS_ID     -  GAL2
 AJ7916  PID         -  AJ7916
 AJ7916  STATE/COUNTY-  TX/GALVESTON
 AJ7916  USGS QUAD   -  THE JETTIES (1994)
 AJ7916
 AJ7916                         *CURRENT SURVEY CONTROL
 AJ7916  ___________________________________________________________________
 AJ7916* NAD 83(CORS)-  29 19 48.23472(N)    094 44 12.02947(W)     ADJUSTED  
 AJ7916* NAVD 88     -                                                        
 AJ7916  ___________________________________________________________________
 AJ7916  EPOCH DATE  -        2002.00
 AJ7916  X           -    -459,537.532 (meters)                     COMP
 AJ7916  Y           -  -5,545,989.987 (meters)                     COMP
 AJ7916  Z           -   3,105,839.115 (meters)                     COMP
 AJ7916  ELLIP HEIGHT-         -16.02  (meters)          (03/??/02) GPS OBS
 AJ7916  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AJ7916
 AJ7916  HORZ ORDER  -  SPECIAL (CORS)
 AJ7916  ELLP ORDER  -  SPECIAL (CORS)
 AJ7916
 AJ7916.ITRF positions are available for this station.
 AJ7916.The coordinates were established by GPS observations
 AJ7916.and adjusted by the National Geodetic Survey in March 2002..
 AJ7916.The coordinates are valid at the epoch date displayed above.
 AJ7916.The epoch date for horizontal control is a decimal equivalence
 AJ7916.of Year/Month/Day.
 AJ7916
 AJ7916
 AJ7916.The PID for the CORS ARP is AF9595.
 AJ7916
 AJ7916.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7916
 AJ7916.The ellipsoidal height was determined by GPS observations
 AJ7916.and is referenced to NAD 83.
 AJ7916
 AJ7916.The geoid height was determined by GEOID03.
 AJ7916
 AJ7916;                    North         East     Units Scale Factor Converg.
 AJ7916;SPC TXSC     - 4,173,423.071 1,013,938.838   MT  0.99986325   +2 05 19.2
 AJ7916;SPC TXSC     -13,692,305.53  3,326,564.34   sFT  0.99986325   +2 05 19.2
 AJ7916
 AJ7916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7916!SPC TXSC     -   1.00000252  x   0.99986325  =   0.99986577
 AJ7916
 AJ7916                          SUPERSEDED SURVEY CONTROL
 AJ7916
 AJ7916  NAD 83(CORS)-  29 19 48.23483(N)    094 44 12.02960(W) AD(1997.00) c
 AJ7916  ELLIP H (11/??/01)  -16.02   (m)                       GP(1997.00) c c
 AJ7916  NAD 83(CORS)-  29 19 48.23466(N)    094 44 12.02975(W) AD(1997.00) c
 AJ7916  NAD 83(CORS)-  29 19 48.23466(N)    094 44 12.02975(W) AD(1996.00) c
 AJ7916  ELLIP H (08/??/96)  -15.97   (m)                       GP(1997.00) c c
 AJ7916  ELLIP H (08/??/96)  -15.97   (m)                       GP(1996.00) c c
 AJ7916
 AJ7916.Superseded values are not recommended for survey control.
 AJ7916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7916.See file dsdata.txt to determine how the superseded data were derived.
 AJ7916
 AJ7916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3137545807(NAD 83)
 AJ7916_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7916
 AJ7916                          STATION DESCRIPTION
 AJ7916
 AJ7916'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7916'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7916'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7916'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7916'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7916'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5960 ***********************************************************************
 AW5960  DESIGNATION -  GALVESTON AM NATL INS BLDG LT
 AW5960  PID         -  AW5960
 AW5960  STATE/COUNTY-  TX/GALVESTON
 AW5960  USGS QUAD   -  GALVESTON (1994)
 AW5960
 AW5960                         *CURRENT SURVEY CONTROL
 AW5960  ___________________________________________________________________
 AW5960* NAD 83(1993)-  29 18 24.97420(N)    094 47 24.14254(W)     ADJUSTED  
 AW5960* NAVD 88     -                                                        
 AW5960  ___________________________________________________________________
 AW5960  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AW5960  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW5960
 AW5960  HORZ ORDER  -  THIRD
 AW5960
 AW5960.The horizontal coordinates were established by classical geodetic methods
 AW5960.and adjusted by the National Geodetic Survey in February 1996..
 AW5960
 AW5960
 AW5960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5960
 AW5960.The geoid height was determined by GEOID03.
 AW5960
 AW5960;                    North         East     Units Scale Factor Converg.
 AW5960;SPC TXSC     - 4,170,673.861 1,008,851.999   MT  0.99986336   +2 03 45.0
 AW5960;SPC TXSC     -13,683,285.83  3,309,875.27   sFT  0.99986336   +2 03 45.0
 AW5960;UTM  15      - 3,243,321.979   326,152.996   MT  0.99997294   -0 52 35.1
 AW5960
 AW5960                          SUPERSEDED SURVEY CONTROL
 AW5960
 AW5960  NAD 83(1986)-  29 18 24.98943(N)    094 47 24.12311(W) AD(       ) 4
 AW5960  NAD 27      -  29 18 24.13627(N)    094 47 23.42158(W) AD(       ) 3
 AW5960
 AW5960.Superseded values are not recommended for survey control.
 AW5960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5960.See file dsdata.txt to determine how the superseded data were derived.
 AW5960
 AW5960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2615343322(NAD 83)
 AW5960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5960+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2003
 AW5960
 AW5960  HISTORY     - Date     Condition        Report By
 AW5960  HISTORY     - 1974     FIRST OBSERVED   NGS
 AW5960  HISTORY     - 1990     GOOD             USPSQD
 AW5960  HISTORY     - 19940326 GOOD             USPSQD
 AW5960  HISTORY     - 20020112 GOOD             USPSQD
 AW5960  HISTORY     - 20031211 GOOD             USPSQD
 AW5960  HISTORY     - 20040130 GOOD             USPSQD
 AW5960
 AW5960                          STATION DESCRIPTION
 AW5960
 AW5960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5960'STATION IS THE LIGHT ATOP THE AMERICAN NATIONAL TOWER BUILDING,
 AW5960'OWNED BY AMERICAN NATIONAL INSURANCE COMPANY.
 AW5960'
 AW5960'STATION IS LOCATED AT ONE MOODY PLAZA IN DOWNTOWN GALVESTON.
 AW5960
 AW5960                          STATION RECOVERY (1990)
 AW5960
 AW5960'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW5960'RECOVERED IN GOOD CONDITION.
 AW5960
 AW5960                          STATION RECOVERY (1994)
 AW5960
 AW5960'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5960'RECOVERED IN GOOD CONDITION.
 AW5960
 AW5960                          STATION RECOVERY (2002)
 AW5960
 AW5960'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5960'RECOVERED IN GOOD CONDITION.
 AW5960
 AW5960                          STATION RECOVERY (2003)
 AW5960
 AW5960'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5960'RECOVERED IN GOOD CONDITION.
 AW5960
 AW5960                          STATION RECOVERY (2004)
 AW5960
 AW5960'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6145 ***********************************************************************
 AW6145  DESIGNATION -  GALVESTON BAY CHANNEL LT 65
 AW6145  PID         -  AW6145
 AW6145  STATE/COUNTY-  TX/HARRIS
 AW6145  USGS QUAD   -  MORGANS POINT (1993)
 AW6145
 AW6145                         *CURRENT SURVEY CONTROL
 AW6145  ___________________________________________________________________
 AW6145* NAD 83(1993)-  29 39 07.48385(N)    094 58 16.07275(W)     ADJUSTED  
 AW6145* NAVD 88     -                                                        
 AW6145  ___________________________________________________________________
 AW6145  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW6145  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW6145
 AW6145  HORZ ORDER  -  THIRD
 AW6145
 AW6145.The horizontal coordinates were established by classical geodetic methods
 AW6145.and adjusted by the National Geodetic Survey in February 1996..
 AW6145
 AW6145
 AW6145.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6145
 AW6145.The geoid height was determined by GEOID03.
 AW6145
 AW6145;                    North         East     Units Scale Factor Converg.
 AW6145;SPC TXSC     - 4,208,283.415   989,954.836   MT  0.99987851   +1 58 25.7
 AW6145;SPC TXSC     -13,806,676.50  3,247,876.82   sFT  0.99987851   +1 58 25.7
 AW6145;UTM  15      - 3,281,857.930   309,209.946   MT  1.00004915   -0 58 31.7
 AW6145
 AW6145                          SUPERSEDED SURVEY CONTROL
 AW6145
 AW6145  NAD 83(1986)-  29 39 07.50037(N)    094 58 16.05357(W) AD(       ) 4
 AW6145  NAD 27      -  29 39 06.67959(N)    094 58 15.31516(W) AD(       ) 3
 AW6145
 AW6145.Superseded values are not recommended for survey control.
 AW6145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6145.See file dsdata.txt to determine how the superseded data were derived.
 AW6145
 AW6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0921081858(NAD 83)
 AW6145_MARKER: 14 = NAVIGATION LIGHT
 AW6145
 AW6145  HISTORY     - Date     Condition        Report By
 AW6145  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6145  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6145
 AW6145                          STATION DESCRIPTION
 AW6145
 AW6145'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6145'LOCATED 2 MI. S OF MORGAN POINT, ALONG THE W SIDE OF THE
 AW6145'HOUSTON SHIP CHANNEL.  A WHITE LIGHT ATOP A BLACK SQUARE-SLATTED
 AW6145'STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT NO.
 AW6145'6494 IN THE LIGHT LIST.
 AW6145'
 AW6145'THIS IS AN INTERSECTION STATION.
 AW6145
 AW6145                          STATION RECOVERY (1996)
 AW6145
 AW6145'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6148 ***********************************************************************
 AW6148  DESIGNATION -  GALVESTON BAY CHANNEL LT 69
 AW6148  PID         -  AW6148
 AW6148  STATE/COUNTY-  TX/HARRIS
 AW6148  USGS QUAD   -  MORGANS POINT (1993)
 AW6148
 AW6148                         *CURRENT SURVEY CONTROL
 AW6148  ___________________________________________________________________
 AW6148* NAD 83(1993)-  29 40 20.95771(N)    094 58 44.98589(W)     ADJUSTED  
 AW6148* NAVD 88     -                                                        
 AW6148  ___________________________________________________________________
 AW6148  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW6148  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6148
 AW6148  HORZ ORDER  -  THIRD
 AW6148
 AW6148.The horizontal coordinates were established by classical geodetic methods
 AW6148.and adjusted by the National Geodetic Survey in February 1996..
 AW6148
 AW6148
 AW6148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6148
 AW6148.The geoid height was determined by GEOID03.
 AW6148
 AW6148;                    North         East     Units Scale Factor Converg.
 AW6148;SPC TXSC     - 4,210,517.370   989,100.025   MT  0.99988054   +1 58 11.5
 AW6148;SPC TXSC     -13,814,005.74  3,245,072.33   sFT  0.99988054   +1 58 11.5
 AW6148;UTM  15      - 3,284,133.301   308,471.094   MT  1.00005263   -0 58 48.2
 AW6148
 AW6148                          SUPERSEDED SURVEY CONTROL
 AW6148
 AW6148  NAD 83(1986)-  29 40 20.97407(N)    094 58 44.96682(W) AD(       ) 4
 AW6148  NAD 27      -  29 40 20.15239(N)    094 58 44.22721(W) AD(       ) 3
 AW6148
 AW6148.Superseded values are not recommended for survey control.
 AW6148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6148.See file dsdata.txt to determine how the superseded data were derived.
 AW6148
 AW6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0847184133(NAD 83)
 AW6148_MARKER: 14 = NAVIGATION LIGHT
 AW6148
 AW6148  HISTORY     - Date     Condition        Report By
 AW6148  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6148  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6148
 AW6148                          STATION DESCRIPTION
 AW6148
 AW6148'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6148'LOCATED 0.5 MI. S OF MORGAN POINT, ALONG THE W SIDE OF THE
 AW6148'HOUSTON SHIP CHANNEL.  A WHITE LIGHT ATOP A BLACK TRIANGULAR-SLATTED
 AW6148'STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT NO.
 AW6148'6496 IN THE LIGHT LIST.
 AW6148'
 AW6148'THIS IS AN INTERSECTION STATION.
 AW6148
 AW6148                          STATION RECOVERY (1996)
 AW6148
 AW6148'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6166 ***********************************************************************
 AW6166  DESIGNATION -  GALVESTON BAY CHANNEL LT 66
 AW6166  PID         -  AW6166
 AW6166  STATE/COUNTY-  TX/HARRIS
 AW6166  USGS QUAD   -  MORGANS POINT (1993)
 AW6166
 AW6166                         *CURRENT SURVEY CONTROL
 AW6166  ___________________________________________________________________
 AW6166* NAD 83(1993)-  29 39 08.78421(N)    094 58 09.04365(W)     ADJUSTED  
 AW6166* NAVD 88     -                                                        
 AW6166  ___________________________________________________________________
 AW6166  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW6166  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW6166
 AW6166  HORZ ORDER  -  THIRD
 AW6166
 AW6166.The horizontal coordinates were established by classical geodetic methods
 AW6166.and adjusted by the National Geodetic Survey in February 1996..
 AW6166
 AW6166
 AW6166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6166
 AW6166.The geoid height was determined by GEOID03.
 AW6166
 AW6166;                    North         East     Units Scale Factor Converg.
 AW6166;SPC TXSC     - 4,208,329.937   990,142.368   MT  0.99987854   +1 58 29.1
 AW6166;SPC TXSC     -13,806,829.13  3,248,492.09   sFT  0.99987854   +1 58 29.1
 AW6166;UTM  15      - 3,281,894.748   309,399.655   MT  1.00004826   -0 58 28.3
 AW6166
 AW6166                          SUPERSEDED SURVEY CONTROL
 AW6166
 AW6166  NAD 83(1986)-  29 39 08.80073(N)    094 58 09.02447(W) AD(       ) 4
 AW6166  NAD 27      -  29 39 07.98003(N)    094 58 08.28659(W) AD(       ) 3
 AW6166
 AW6166.Superseded values are not recommended for survey control.
 AW6166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6166.See file dsdata.txt to determine how the superseded data were derived.
 AW6166
 AW6166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0940081895(NAD 83)
 AW6166_MARKER: 14 = NAVIGATION LIGHT
 AW6166
 AW6166  HISTORY     - Date     Condition        Report By
 AW6166  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6166  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6166
 AW6166                          STATION DESCRIPTION
 AW6166
 AW6166'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6166'LOCATED 2 MI. S OF MORGAN POINT, ALONG THE E SIDE OF THE
 AW6166'HOUSTON SHIP CHANNEL.  A RED LIGHT ATOP A RED TRIANGULAR-SLATTED
 AW6166'STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT NO.
 AW6166'6495 IN THE LIGHT LIST.
 AW6166'
 AW6166'THIS IS AN INTERSECTION STATION.
 AW6166
 AW6166                          STATION RECOVERY (1996)
 AW6166
 AW6166'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6176 ***********************************************************************
 AW6176  DESIGNATION -  GALVESTON BAY CHANNEL LT 70
 AW6176  PID         -  AW6176
 AW6176  STATE/COUNTY-  TX/HARRIS
 AW6176  USGS QUAD   -  MORGANS POINT (1993)
 AW6176
 AW6176                         *CURRENT SURVEY CONTROL
 AW6176  ___________________________________________________________________
 AW6176* NAD 83(1993)-  29 40 21.34687(N)    094 58 37.24250(W)     ADJUSTED  
 AW6176* NAVD 88     -                                                        
 AW6176  ___________________________________________________________________
 AW6176  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW6176  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6176
 AW6176  HORZ ORDER  -  THIRD
 AW6176
 AW6176.The horizontal coordinates were established by classical geodetic methods
 AW6176.and adjusted by the National Geodetic Survey in February 1996..
 AW6176
 AW6176
 AW6176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6176
 AW6176.The geoid height was determined by GEOID03.
 AW6176
 AW6176;                    North         East     Units Scale Factor Converg.
 AW6176;SPC TXSC     - 4,210,536.502   989,307.679   MT  0.99988055   +1 58 15.3
 AW6176;SPC TXSC     -13,814,068.51  3,245,753.61   sFT  0.99988055   +1 58 15.3
 AW6176;UTM  15      - 3,284,141.723   308,679.493   MT  1.00005165   -0 58 44.4
 AW6176
 AW6176                          SUPERSEDED SURVEY CONTROL
 AW6176
 AW6176  NAD 83(1986)-  29 40 21.36325(N)    094 58 37.22342(W) AD(       ) 4
 AW6176  NAD 27      -  29 40 20.54146(N)    094 58 36.48425(W) AD(       ) 3
 AW6176
 AW6176.Superseded values are not recommended for survey control.
 AW6176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6176.See file dsdata.txt to determine how the superseded data were derived.
 AW6176
 AW6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0867984142(NAD 83)
 AW6176_MARKER: 14 = NAVIGATION LIGHT
 AW6176
 AW6176  HISTORY     - Date     Condition        Report By
 AW6176  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6176  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6176
 AW6176                          STATION DESCRIPTION
 AW6176
 AW6176'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6176'LOCATED 0.5 MI. S OF MORGAN POINT, ALONG THE E SIDE OF THE
 AW6176'HOUSTON SHIP CHANNEL.  A RED LIGHT ATOP A RED SQUARE-SLATTED
 AW6176'STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT NO.
 AW6176'6497 IN THE LIGHT LIST.
 AW6176'
 AW6176'THIS IS AN INTERSECTION STATION.
 AW6176
 AW6176                          STATION RECOVERY (1996)
 AW6176
 AW6176'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5894 ***********************************************************************
 AW5894  DESIGNATION -  GALVESTON BAY LOWER RNG F LT
 AW5894  PID         -  AW5894
 AW5894  STATE/COUNTY-  TX/GALVESTON
 AW5894  USGS QUAD   -  GALVESTON (1994)
 AW5894
 AW5894                         *CURRENT SURVEY CONTROL
 AW5894  ___________________________________________________________________
 AW5894* NAD 83(1993)-  29 20 44.27525(N)    094 47 28.06540(W)     ADJUSTED  
 AW5894* NAVD 88     -                                                        
 AW5894  ___________________________________________________________________
 AW5894  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW5894  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW5894
 AW5894  HORZ ORDER  -  THIRD
 AW5894
 AW5894.The horizontal coordinates were established by classical geodetic methods
 AW5894.and adjusted by the National Geodetic Survey in February 1996..
 AW5894
 AW5894
 AW5894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5894
 AW5894.The geoid height was determined by GEOID03.
 AW5894
 AW5894;                    North         East     Units Scale Factor Converg.
 AW5894;SPC TXSC     - 4,174,955.658 1,008,591.921   MT  0.99986326   +2 03 43.1
 AW5894;SPC TXSC     -13,697,333.69  3,309,021.99   sFT  0.99986326   +2 03 43.1
 AW5894;UTM  15      - 3,247,611.951   326,112.830   MT  0.99997311   -0 52 40.8
 AW5894
 AW5894                          SUPERSEDED SURVEY CONTROL
 AW5894
 AW5894  NAD 83(1986)-  29 20 44.29055(N)    094 47 28.04611(W) AD(       ) 4
 AW5894  NAD 27      -  29 20 43.44300(N)    094 47 27.34220(W) AD(       ) 3
 AW5894
 AW5894.Superseded values are not recommended for survey control.
 AW5894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5894.See file dsdata.txt to determine how the superseded data were derived.
 AW5894
 AW5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2611347612(NAD 83)
 AW5894_MARKER: 15 = RANGE MARKER
 AW5894
 AW5894  HISTORY     - Date     Condition        Report By
 AW5894  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5894  HISTORY     - 19950720 GOOD             USPSQD
 AW5894
 AW5894                          STATION DESCRIPTION
 AW5894
 AW5894'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5894'LOCATED IN THE LOWER END OF GALVESTON BAY, ABOUT 1000 FEET WEST
 AW5894'OF A GROUNDED CONCRETE SHIP WHICH IS OFF THE EAST SIDE OF PELICAN
 AW5894'ISLAND.  LIGHT ATOP A BLACK, PYRAMIDAL, SLATTED STRUCTURE WITH
 AW5894'WHITE VERTICAL STRIPE, ON PILES.  THE LIGHT WAS OBSERVED ON.
 AW5894'NO. 7507.2 IN 1962 LIGHT LIST.
 AW5894
 AW5894                          STATION RECOVERY (1995)
 AW5894
 AW5894'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6089 ***********************************************************************
 AW6089  DESIGNATION -  GALVESTON BAY UPPER RG B F LT
 AW6089  PID         -  AW6089
 AW6089  STATE/COUNTY-  TX/CHAMBERS
 AW6089  USGS QUAD   -  BACLIFF (1993)
 AW6089
 AW6089                         *CURRENT SURVEY CONTROL
 AW6089  ___________________________________________________________________
 AW6089* NAD 83(1993)-  29 37 07.99103(N)    094 57 42.40106(W)     ADJUSTED  
 AW6089* NAVD 88     -                                                        
 AW6089  ___________________________________________________________________
 AW6089  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AW6089  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW6089
 AW6089  HORZ ORDER  -  THIRD
 AW6089
 AW6089.The horizontal coordinates were established by classical geodetic methods
 AW6089.and adjusted by the National Geodetic Survey in February 1996..
 AW6089
 AW6089
 AW6089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6089
 AW6089.The geoid height was determined by GEOID03.
 AW6089
 AW6089;                    North         East     Units Scale Factor Converg.
 AW6089;SPC TXSC     - 4,204,638.023   990,986.780   MT  0.99987548   +1 58 42.2
 AW6089;SPC TXSC     -13,794,716.58  3,251,262.46   sFT  0.99987548   +1 58 42.2
 AW6089;UTM  15      - 3,278,163.649   310,053.138   MT  1.00004519   -0 58 11.5
 AW6089
 AW6089                          SUPERSEDED SURVEY CONTROL
 AW6089
 AW6089  NAD 83(1986)-  29 37 08.00754(N)    094 57 42.38196(W) AD(       ) 4
 AW6089  NAD 27      -  29 37 07.18926(N)    094 57 41.64863(W) AD(       ) 3
 AW6089
 AW6089.Superseded values are not recommended for survey control.
 AW6089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6089.See file dsdata.txt to determine how the superseded data were derived.
 AW6089
 AW6089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1005378164(NAD 83)
 AW6089_MARKER: 15 = RANGE MARKER
 AW6089
 AW6089  HISTORY     - Date     Condition        Report By
 AW6089  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6089  HISTORY     - 19960921 GOOD             USPSQD
 AW6089  HISTORY     - 20010331 GOOD             NGS
 AW6089
 AW6089                          STATION DESCRIPTION
 AW6089
 AW6089'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6089'LOCATED IN THE UPPER PART OF GALVESTON BAY, ABOUT 1.5 MILES
 AW6089'NORTHEAST OF RED BLUFF, ABOUT .5 MILE WEST OF THE HOUSTON
 AW6089'SHIP CHANNEL.  LIGHT ATOP A WHITE, PYRAMIDAL, SLATTED STRUCTURE
 AW6089'WITH BLACK, VERTICAL STRIPE ON PILES.  THE LIGHT WAS OBSERVED
 AW6089'ON.  NO. 7520.6 IN 1962 LIGHT LIST.
 AW6089
 AW6089                          STATION RECOVERY (1996)
 AW6089
 AW6089'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6089'RECOVERED IN GOOD CONDITION.
 AW6089
 AW6089                          STATION RECOVERY (2001)
 AW6089
 AW6089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6089'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6090 ***********************************************************************
 AW6090  DESIGNATION -  GALVESTON BAY UPPER RG A F LT
 AW6090  PID         -  AW6090
 AW6090  STATE/COUNTY-  TX/CHAMBERS
 AW6090  USGS QUAD   -  BACLIFF (1993)
 AW6090
 AW6090                         *CURRENT SURVEY CONTROL
 AW6090  ___________________________________________________________________
 AW6090* NAD 83(1993)-  29 35 34.38610(N)    094 56 49.28749(W)     ADJUSTED  
 AW6090* NAVD 88     -                                                        
 AW6090  ___________________________________________________________________
 AW6090  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6090  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW6090
 AW6090  HORZ ORDER  -  THIRD
 AW6090
 AW6090.The horizontal coordinates were established by classical geodetic methods
 AW6090.and adjusted by the National Geodetic Survey in February 1996..
 AW6090
 AW6090
 AW6090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6090
 AW6090.The geoid height was determined by GEOID03.
 AW6090
 AW6090;                    North         East     Units Scale Factor Converg.
 AW6090;SPC TXSC     - 4,201,807.386   992,514.541   MT  0.99987334   +1 59 08.2
 AW6090;SPC TXSC     -13,785,429.73  3,256,274.79   sFT  0.99987334   +1 59 08.2
 AW6090;UTM  15      - 3,275,257.704   311,433.539   MT  1.00003875   -0 57 42.4
 AW6090
 AW6090                          SUPERSEDED SURVEY CONTROL
 AW6090
 AW6090  NAD 83(1986)-  29 35 34.40231(N)    094 56 49.26853(W) AD(       ) 4
 AW6090  NAD 27      -  29 35 33.58428(N)    094 56 48.53098(W) AD(       ) 3
 AW6090
 AW6090.Superseded values are not recommended for survey control.
 AW6090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6090.See file dsdata.txt to determine how the superseded data were derived.
 AW6090
 AW6090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1143475258(NAD 83)
 AW6090_MARKER: 15 = RANGE MARKER
 AW6090
 AW6090  HISTORY     - Date     Condition        Report By
 AW6090  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6090  HISTORY     - 19960921 GOOD             USPSQD
 AW6090  HISTORY     - 20010331 GOOD             NGS
 AW6090
 AW6090                          STATION DESCRIPTION
 AW6090
 AW6090'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6090'LOCATED IN THE UPPER PART OF GALVESTON BAY, ABOUT 2 MILES
 AW6090'SOUTHEAST OF RED BLUFF AND ABOUT .25 MILE WEST OF THE HOUSTON
 AW6090'SHIP CHANNEL.  LIGHT ATOP A WHITE, PYRAMIDAL, SLATTED STRUCTURE
 AW6090'WITH BLACK, VERTICAL STRIPE ON PILES.  THE LIGHT WAS OBSERVED
 AW6090'ON.  NO. 7533.3 IN 1962 LIGHT LIST.
 AW6090
 AW6090                          STATION RECOVERY (1996)
 AW6090
 AW6090'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6090'RECOVERED IN GOOD CONDITION.
 AW6090
 AW6090                          STATION RECOVERY (2001)
 AW6090
 AW6090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6090'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6093 ***********************************************************************
 AW6093  DESIGNATION -  GALVESTON BAY UPPER RNG A R LT
 AW6093  PID         -  AW6093
 AW6093  STATE/COUNTY-  TX/CHAMBERS
 AW6093  USGS QUAD   -  BACLIFF (1993)
 AW6093
 AW6093                         *CURRENT SURVEY CONTROL
 AW6093  ___________________________________________________________________
 AW6093* NAD 83(1993)-  29 34 49.35156(N)    094 56 31.79294(W)     ADJUSTED  
 AW6093* NAVD 88     -                                                        
 AW6093  ___________________________________________________________________
 AW6093  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6093  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW6093
 AW6093  HORZ ORDER  -  THIRD
 AW6093
 AW6093.The horizontal coordinates were established by classical geodetic methods
 AW6093.and adjusted by the National Geodetic Survey in February 1996..
 AW6093
 AW6093
 AW6093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6093
 AW6093.The geoid height was determined by GEOID03.
 AW6093
 AW6093;                    North         East     Units Scale Factor Converg.
 AW6093;SPC TXSC     - 4,200,438.084   993,033.081   MT  0.99987239   +1 59 16.7
 AW6093;SPC TXSC     -13,780,937.28  3,257,976.03   sFT  0.99987239   +1 59 16.7
 AW6093;UTM  15      - 3,273,863.322   311,881.063   MT  1.00003667   -0 57 32.5
 AW6093
 AW6093                          SUPERSEDED SURVEY CONTROL
 AW6093
 AW6093  NAD 83(1986)-  29 34 49.36774(N)    094 56 31.77402(W) AD(       ) 4
 AW6093  NAD 27      -  29 34 48.54922(N)    094 56 31.03978(W) AD(       ) 3
 AW6093
 AW6093.Superseded values are not recommended for survey control.
 AW6093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6093.See file dsdata.txt to determine how the superseded data were derived.
 AW6093
 AW6093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1188173863(NAD 83)
 AW6093_MARKER: 15 = RANGE MARKER
 AW6093
 AW6093  HISTORY     - Date     Condition        Report By
 AW6093  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6093  HISTORY     - 19960921 GOOD             USPSQD
 AW6093  HISTORY     - 20010331 GOOD             NGS
 AW6093
 AW6093                          STATION DESCRIPTION
 AW6093
 AW6093'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6093'LOCATED IN THE UPPER PART OF GALVESTON BAY, ABOUT 2 MILES
 AW6093'SOUTHEAST OF RED BLUFF AND ABOUT .5 MILE WEST OF THE HOUSTON
 AW6093'SHIP CHANNEL.  LIGHT ATOP A WHITE RECTANGULAR, SLATTED DAYMARK
 AW6093'WITH BLACK, VERTICAL STRIPE ON A SKELETON STEEL TOWER ON
 AW6093'PILES.  LIGHT WAS OBSERVED ON.  NO. 7533.4 IN 1962 LIGHT LIST.
 AW6093
 AW6093                          STATION RECOVERY (1996)
 AW6093
 AW6093'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6093'RECOVERED IN GOOD CONDITION.
 AW6093
 AW6093                          STATION RECOVERY (2001)
 AW6093
 AW6093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6093'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6141 ***********************************************************************
 AW6141  DESIGNATION -  GALVESTON BAY UPPER RNG B R LT
 AW6141  PID         -  AW6141
 AW6141  STATE/COUNTY-  TX/CHAMBERS
 AW6141  USGS QUAD   -  MORGANS POINT (1993)
 AW6141
 AW6141                         *CURRENT SURVEY CONTROL
 AW6141  ___________________________________________________________________
 AW6141* NAD 83(1993)-  29 37 47.42545(N)    094 58 12.76409(W)     ADJUSTED  
 AW6141* NAVD 88     -                                                        
 AW6141  ___________________________________________________________________
 AW6141  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AW6141  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW6141
 AW6141  HORZ ORDER  -  THIRD
 AW6141
 AW6141.The horizontal coordinates were established by classical geodetic methods
 AW6141.and adjusted by the National Geodetic Survey in February 1996..
 AW6141
 AW6141
 AW6141.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6141
 AW6141.The geoid height was determined by GEOID03.
 AW6141
 AW6141;                    North         East     Units Scale Factor Converg.
 AW6141;SPC TXSC     - 4,205,823.193   990,128.670   MT  0.99987644   +1 58 27.3
 AW6141;SPC TXSC     -13,798,604.93  3,248,447.14   sFT  0.99987644   +1 58 27.3
 AW6141;UTM  15      - 3,279,391.600   309,256.989   MT  1.00004893   -0 58 27.7
 AW6141
 AW6141                          SUPERSEDED SURVEY CONTROL
 AW6141
 AW6141  NAD 83(1986)-  29 37 47.44200(N)    094 58 12.74499(W) AD(       ) 4
 AW6141  NAD 27      -  29 37 46.62160(N)    094 58 12.00860(W) AD(       ) 3
 AW6141
 AW6141.Superseded values are not recommended for survey control.
 AW6141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6141.See file dsdata.txt to determine how the superseded data were derived.
 AW6141
 AW6141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0925779392(NAD 83)
 AW6141_MARKER: 15 = RANGE MARKER
 AW6141
 AW6141  HISTORY     - Date     Condition        Report By
 AW6141  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6141
 AW6141                          STATION DESCRIPTION
 AW6141
 AW6141'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW6141'LOCATED IN THE UPPER PART OF GALVESTON BAY, ABOUT 2 MILES
 AW6141'NORTHEAST OF RED BLUFF, ABOUT .5 MILE WEST OF THE HOUSTON
 AW6141'SHIP CHANNEL.  THE LIGHT ATOP A WHITE, RECTANGULAR, SLATTED
 AW6141'DAYMARK WITH A BLACK VERTICAL STRIPE ON WHITE SKELETON STEEL
 AW6141'TOWER ON PILES.  THE LIGHT WAS OBSERVED ON.  NO. 7520.7
 AW6141'IN 1962 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5807 ***********************************************************************
 AW5807  DESIGNATION -  GALVESTON CABLE TV MAST
 AW5807  PID         -  AW5807
 AW5807  STATE/COUNTY-  TX/GALVESTON
 AW5807  USGS QUAD   -  LAKE COMO (1994)
 AW5807
 AW5807                         *CURRENT SURVEY CONTROL
 AW5807  ___________________________________________________________________
 AW5807* NAD 83(1993)-  29 14 02.85154(N)    094 54 35.48438(W)     ADJUSTED  
 AW5807* NAVD 88     -                                                        
 AW5807  ___________________________________________________________________
 AW5807  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AW5807  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW5807
 AW5807  HORZ ORDER  -  THIRD
 AW5807
 AW5807.The horizontal coordinates were established by classical geodetic methods
 AW5807.and adjusted by the National Geodetic Survey in February 1996..
 AW5807
 AW5807
 AW5807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5807
 AW5807.The geoid height was determined by GEOID03.
 AW5807
 AW5807;                    North         East     Units Scale Factor Converg.
 AW5807;SPC TXSC     - 4,162,196.496   997,502.873   MT  0.99986478   +2 00 13.7
 AW5807;SPC TXSC     -13,655,473.00  3,272,640.68   sFT  0.99986478   +2 00 13.7
 AW5807;UTM  15      - 3,235,436.376   314,382.705   MT  1.00002516   -0 55 58.8
 AW5807
 AW5807                          SUPERSEDED SURVEY CONTROL
 AW5807
 AW5807  NAD 83(1986)-  29 14 02.86553(N)    094 54 35.46548(W) AD(       ) 4
 AW5807  NAD 27      -  29 14 02.00662(N)    094 54 34.74821(W) AD(       ) 3
 AW5807
 AW5807.Superseded values are not recommended for survey control.
 AW5807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5807.See file dsdata.txt to determine how the superseded data were derived.
 AW5807
 AW5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1438335436(NAD 83)
 AW5807_MARKER: 42 = RADIO/TV MAST
 AW5807_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5807
 AW5807  HISTORY     - Date     Condition        Report By
 AW5807  HISTORY     - 1978     FIRST OBSERVED   NGS
 AW5807  HISTORY     - 1979     GOOD             NOS
 AW5807  HISTORY     - 1981     GOOD             NGS
 AW5807  HISTORY     - 1982     GOOD             NOS
 AW5807  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 AW5807  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 AW5807  HISTORY     - 20041122 MARK NOT FOUND   USPSQD
 AW5807
 AW5807                          STATION DESCRIPTION
 AW5807
 AW5807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW5807'THE STATION, GALVESTION CABLE TELEVISION TELEPROMPTER OF
 AW5807'GALVESTON MAST, IS THE LIGHT ATOP A GUYED MAST WITH NUMEROUS
 AW5807'ANTENNAE ATTACHED AND A TOP ANTENNA RESEMBLING A TELEVISION
 AW5807'ANTENNA.  IT IS TRIANGULAR IN CROSS SECTION, PAINTED WITH
 AW5807'ALTERNATE BANDS OF RED AND WHITE, AND 250 FEET IN HEIGHT.
 AW5807'
 AW5807'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF GALVESTON,
 AW5807'4 MILES SOUTHWEST OF THE GALVESTON MUNICIPAL AIRPORT, 1 MILE
 AW5807'NORTHWEST OF THE EDGE OF THE GULF OF MEXICO, AND AT 12119
 AW5807'COUNTY ROAD.
 AW5807
 AW5807                          STATION RECOVERY (1979)
 AW5807
 AW5807'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5807'RECOVERED AS DESCRIBED.
 AW5807
 AW5807                          STATION RECOVERY (1981)
 AW5807
 AW5807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (APF)
 AW5807'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5807'
 AW5807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH WEST
 AW5807'OF GALVESTON.
 AW5807
 AW5807                          STATION RECOVERY (1982)
 AW5807
 AW5807'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW5807'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5807
 AW5807                          STATION RECOVERY (1994)
 AW5807
 AW5807'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5807'MARK NOT FOUND.
 AW5807
 AW5807                          STATION RECOVERY (2003)
 AW5807
 AW5807'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW5807'MARK NOT FOUND.
 AW5807
 AW5807                          STATION RECOVERY (2004)
 AW5807
 AW5807'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5951 ***********************************************************************
 AW5951  DESIGNATION -  GALVESTON CG BASE WEATHER VANE
 AW5951  PID         -  AW5951
 AW5951  STATE/COUNTY-  TX/GALVESTON
 AW5951  USGS QUAD   -  GALVESTON (1994)
 AW5951
 AW5951                         *CURRENT SURVEY CONTROL
 AW5951  ___________________________________________________________________
 AW5951* NAD 83(1993)-  29 19 58.76737(N)    094 46 17.58196(W)     ADJUSTED  
 AW5951* NAVD 88     -                                                        
 AW5951  ___________________________________________________________________
 AW5951  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW5951  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW5951
 AW5951  HORZ ORDER  -  THIRD
 AW5951
 AW5951.The horizontal coordinates were established by classical geodetic methods
 AW5951.and adjusted by the National Geodetic Survey in February 1996..
 AW5951
 AW5951
 AW5951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5951
 AW5951.The geoid height was determined by GEOID03.
 AW5951
 AW5951;                    North         East     Units Scale Factor Converg.
 AW5951;SPC TXSC     - 4,173,624.172 1,010,542.415   MT  0.99986324   +2 04 17.7
 AW5951;SPC TXSC     -13,692,965.30  3,315,421.24   sFT  0.99986324   +2 04 17.7
 AW5951;UTM  15      - 3,246,182.031   327,992.669   MT  0.99996509   -0 52 05.0
 AW5951
 AW5951                          SUPERSEDED SURVEY CONTROL
 AW5951
 AW5951  NAD 83(1986)-  29 19 58.78266(N)    094 46 17.56260(W) AD(       ) 4
 AW5951  NAD 27      -  29 19 57.93281(N)    094 46 16.86257(W) AD(       ) 3
 AW5951
 AW5951.Superseded values are not recommended for survey control.
 AW5951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5951.See file dsdata.txt to determine how the superseded data were derived.
 AW5951
 AW5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2799346182(NAD 83)
 AW5951
 AW5951  HISTORY     - Date     Condition        Report By
 AW5951  HISTORY     - 1974     FIRST OBSERVED   NGS
 AW5951  HISTORY     - 19940326 GOOD             USPSQD
 AW5951  HISTORY     - 20041215 MARK NOT FOUND   USPSQD
 AW5951
 AW5951                          STATION DESCRIPTION
 AW5951
 AW5951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5951'STATION IS THE APEX OF THE SHAFT RUNNING THROUGH THE CENTER OF A
 AW5951'BLACK WEATHER VANE, MOUNTED ATOP THE CUPOLO, ATOP THE POST COMMANDERS
 AW5951'OFFICE ON THE GALVESTON COAST GUARD BASE, ON THE NORTHEAST EDGE OF
 AW5951'GALVESTON.
 AW5951
 AW5951                          STATION RECOVERY (1994)
 AW5951
 AW5951'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5951'RECOVERED IN GOOD CONDITION.
 AW5951
 AW5951                          STATION RECOVERY (2004)
 AW5951
 AW5951'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5904 ***********************************************************************
 AW5904  DESIGNATION -  GALVESTON COAST GUARD RAD MAST
 AW5904  PID         -  AW5904
 AW5904  STATE/COUNTY-  TX/GALVESTON
 AW5904  USGS QUAD   -  GALVESTON (1994)
 AW5904
 AW5904                         *CURRENT SURVEY CONTROL
 AW5904  ___________________________________________________________________
 AW5904* NAD 83(1993)-  29 20 02.81932(N)    094 46 06.28196(W)     ADJUSTED  
 AW5904* NAVD 88     -                                                        
 AW5904  ___________________________________________________________________
 AW5904  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AW5904  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW5904
 AW5904  HORZ ORDER  -  THIRD
 AW5904
 AW5904.The horizontal coordinates were established by classical geodetic methods
 AW5904.and adjusted by the National Geodetic Survey in February 1996..
 AW5904
 AW5904
 AW5904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5904
 AW5904.The geoid height was determined by GEOID03.
 AW5904
 AW5904;                    North         East     Units Scale Factor Converg.
 AW5904;SPC TXSC     - 4,173,759.853 1,010,842.526   MT  0.99986324   +2 04 23.2
 AW5904;SPC TXSC     -13,693,410.45  3,316,405.85   sFT  0.99986324   +2 04 23.2
 AW5904;UTM  15      - 3,246,302.154   328,299.374   MT  0.99996379   -0 51 59.6
 AW5904
 AW5904                          SUPERSEDED SURVEY CONTROL
 AW5904
 AW5904  NAD 83(1986)-  29 20 02.83463(N)    094 46 06.26256(W) AD(       ) 4
 AW5904  NAD 27      -  29 20 01.98887(N)    094 46 05.56503(W) AD(       ) 3
 AW5904
 AW5904.Superseded values are not recommended for survey control.
 AW5904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5904.See file dsdata.txt to determine how the superseded data were derived.
 AW5904
 AW5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2829946302(NAD 83)
 AW5904_MARKER: 42 = RADIO/TV MAST
 AW5904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5904+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 AW5904
 AW5904  HISTORY     - Date     Condition        Report By
 AW5904  HISTORY     - 1960     FIRST OBSERVED   CGS
 AW5904  HISTORY     - 1978     GOOD             NGS
 AW5904  HISTORY     - 1979     GOOD             NGS
 AW5904  HISTORY     - 1990     GOOD             USPSQD
 AW5904  HISTORY     - 19940326 GOOD             USPSQD
 AW5904  HISTORY     - 20041215 GOOD             USPSQD
 AW5904
 AW5904                          STATION DESCRIPTION
 AW5904
 AW5904'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5904'LOCATED NEAR THE NORTHEAST END OF GALVESTON ISLAND, AT THE
 AW5904'GALVESTON COAST GUARD STATION.  STATION IS ABOUT 550 FEET EAST
 AW5904'OF THE MAIN BUILDING OF THE COAST GUARD STATION.
 AW5904'
 AW5904'STATION IS LIGHT ATOP SKELETON STEEL RADIO MAST BELONGING
 AW5904'TO THE COAST GUARD.  THE MAST IS ABOUT 150 FEET HIGH.
 AW5904
 AW5904                          STATION RECOVERY (1978)
 AW5904
 AW5904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW5904'THE STATION, GALVESTON COAST GUARD RADIO MAST, WAS RECOVERED.  IT
 AW5904'WAS NOTED THAT THE MAST IS NOW 200 FEET IN HEIGHT.
 AW5904
 AW5904                          STATION RECOVERY (1979)
 AW5904
 AW5904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5904'STATION WAS RECOVERED IN GOOD CONDITION.
 AW5904'
 AW5904'THE DESCRIPTION OF JKW IS ADEQUATE.
 AW5904'
 AW5904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW5904
 AW5904                          STATION RECOVERY (1990)
 AW5904
 AW5904'RECOVERY NOTE BY US POWER SQUADRON 1990 (MA)
 AW5904'RECOVERED IN GOOD CONDITION.
 AW5904
 AW5904                          STATION RECOVERY (1994)
 AW5904
 AW5904'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5904'RECOVERED IN GOOD CONDITION.
 AW5904
 AW5904                          STATION RECOVERY (2004)
 AW5904
 AW5904'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3606 ***********************************************************************
 DH3606  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3606  DESIGNATION -  GALVESTON CORS ARP
 DH3606  CORS_ID     -  TXGA
 DH3606  PID         -  DH3606
 DH3606  STATE/COUNTY-  TX/GALVESTON
 DH3606  USGS QUAD   -  GALVESTON (1994)
 DH3606
 DH3606                         *CURRENT SURVEY CONTROL
 DH3606  ___________________________________________________________________
 DH3606* NAD 83(CORS)-  29 19 40.30724(N)    094 46 21.47040(W)     ADJUSTED  
 DH3606* NAVD 88     -                                                        
 DH3606  ___________________________________________________________________
 DH3606  EPOCH DATE  -        2002.00
 DH3606  X           -    -463,028.247 (meters)                     COMP
 DH3606  Y           -  -5,545,825.494 (meters)                     COMP
 DH3606  Z           -   3,105,629.612 (meters)                     COMP
 DH3606  ELLIP HEIGHT-          -9.30  (meters)          (06/??/05) GPS OBS
 DH3606  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DH3606
 DH3606  HORZ ORDER  -  SPECIAL (CORS)
 DH3606  ELLP ORDER  -  SPECIAL (CORS)
 DH3606
 DH3606.ITRF positions are available for this station.
 DH3606.The coordinates were established by GPS observations
 DH3606.and adjusted by the National Geodetic Survey in June 2005..
 DH3606.The coordinates are valid at the epoch date displayed above.
 DH3606.The epoch date for horizontal control is a decimal equivalence
 DH3606.of Year/Month/Day.
 DH3606
 DH3606
 DH3606.The PID for the CORS L1 Phase Center is DH3607.
 DH3606
 DH3606.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3606
 DH3606.The ellipsoidal height was determined by GPS observations
 DH3606.and is referenced to NAD 83.
 DH3606
 DH3606.The geoid height was determined by GEOID03.
 DH3606
 DH3606;                    North         East     Units Scale Factor Converg.
 DH3606;SPC TXSC     - 4,173,052.457 1,010,458.129   MT  0.99986325   +2 04 15.7
 DH3606;SPC TXSC     -13,691,089.60  3,315,144.71   sFT  0.99986325   +2 04 15.7
 DH3606
 DH3606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3606!SPC TXSC     -   1.00000146  x   0.99986325  =   0.99986471
 DH3606
 DH3606                          SUPERSEDED SURVEY CONTROL
 DH3606
 DH3606.No superseded survey control is available for this station.
 DH3606
 DH3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2787945615(NAD 83)
 DH3606_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3606
 DH3606                          STATION DESCRIPTION
 DH3606
 DH3606'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3606'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3606'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3606'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3606'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3606'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3607 ***********************************************************************
 DH3607  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3607  DESIGNATION -  GALVESTON CORS L1 PHASE CENTER
 DH3607  CORS_ID     -  TXGA
 DH3607  PID         -  DH3607
 DH3607  STATE/COUNTY-  TX/GALVESTON
 DH3607  USGS QUAD   -  GALVESTON (1994)
 DH3607
 DH3607                         *CURRENT SURVEY CONTROL
 DH3607  ___________________________________________________________________
 DH3607* NAD 83(CORS)-  29 19 40.30725(N)    094 46 21.47038(W)     ADJUSTED  
 DH3607* NAVD 88     -                                                        
 DH3607  ___________________________________________________________________
 DH3607  EPOCH DATE  -        2002.00
 DH3607  X           -    -463,028.252 (meters)                     COMP
 DH3607  Y           -  -5,545,825.554 (meters)                     COMP
 DH3607  Z           -   3,105,629.647 (meters)                     COMP
 DH3607  ELLIP HEIGHT-          -9.23  (meters)          (06/??/05) GPS OBS
 DH3607  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DH3607
 DH3607  HORZ ORDER  -  SPECIAL (CORS)
 DH3607  ELLP ORDER  -  SPECIAL (CORS)
 DH3607
 DH3607.ITRF positions are available for this station.
 DH3607.The coordinates were established by GPS observations
 DH3607.and adjusted by the National Geodetic Survey in June 2005..
 DH3607.The coordinates are valid at the epoch date displayed above.
 DH3607.The epoch date for horizontal control is a decimal equivalence
 DH3607.of Year/Month/Day.
 DH3607
 DH3607
 DH3607.The PID for the CORS ARP is DH3606.
 DH3607
 DH3607.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3607
 DH3607.The ellipsoidal height was determined by GPS observations
 DH3607.and is referenced to NAD 83.
 DH3607
 DH3607.The geoid height was determined by GEOID03.
 DH3607
 DH3607;                    North         East     Units Scale Factor Converg.
 DH3607;SPC TXSC     - 4,173,052.457 1,010,458.129   MT  0.99986325   +2 04 15.7
 DH3607;SPC TXSC     -13,691,089.60  3,315,144.71   sFT  0.99986325   +2 04 15.7
 DH3607
 DH3607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3607!SPC TXSC     -   1.00000145  x   0.99986325  =   0.99986470
 DH3607
 DH3607                          SUPERSEDED SURVEY CONTROL
 DH3607
 DH3607.No superseded survey control is available for this station.
 DH3607
 DH3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2787945615(NAD 83)
 DH3607_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3607
 DH3607                          STATION DESCRIPTION
 DH3607
 DH3607'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3607'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3607'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3607'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3607'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3607'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5889 ***********************************************************************
 AW5889  DESIGNATION -  GALVESTON COT CONCENTRAT CO TK
 AW5889  PID         -  AW5889
 AW5889  STATE/COUNTY-  TX/GALVESTON
 AW5889  USGS QUAD   -  GALVESTON (1994)
 AW5889
 AW5889                         *CURRENT SURVEY CONTROL
 AW5889  ___________________________________________________________________
 AW5889* NAD 83(1993)-  29 17 39.82078(N)    094 49 46.33098(W)     ADJUSTED  
 AW5889* NAVD 88     -                                                        
 AW5889  ___________________________________________________________________
 AW5889  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AW5889  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW5889
 AW5889  HORZ ORDER  -  THIRD
 AW5889
 AW5889.The horizontal coordinates were established by classical geodetic methods
 AW5889.and adjusted by the National Geodetic Survey in February 1996..
 AW5889
 AW5889
 AW5889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5889
 AW5889.The geoid height was determined by GEOID03.
 AW5889
 AW5889;                    North         East     Units Scale Factor Converg.
 AW5889;SPC TXSC     - 4,169,147.271 1,005,067.444   MT  0.99986349   +2 02 35.4
 AW5889;SPC TXSC     -13,678,277.34  3,297,458.77   sFT  0.99986349   +2 02 35.4
 AW5889;UTM  15      - 3,241,991.269   322,294.698   MT  0.99998968   -0 53 43.5
 AW5889
 AW5889                          SUPERSEDED SURVEY CONTROL
 AW5889
 AW5889  NAD 83(1986)-  29 17 39.83576(N)    094 49 46.31162(W) AD(       ) 4
 AW5889  NAD 27      -  29 17 38.98397(N)    094 49 45.60412(W) AD(       ) 3
 AW5889
 AW5889.Superseded values are not recommended for survey control.
 AW5889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5889.See file dsdata.txt to determine how the superseded data were derived.
 AW5889
 AW5889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2229541991(NAD 83)
 AW5889_MARKER: 51 = TANK
 AW5889
 AW5889  HISTORY     - Date     Condition        Report By
 AW5889  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5889  HISTORY     - 1937     GOOD             CGS
 AW5889  HISTORY     - 1939     GOOD             CGS
 AW5889  HISTORY     - 1947     GOOD             CGS
 AW5889  HISTORY     - 1960     GOOD             CGS
 AW5889  HISTORY     - 1962     GOOD             CGS
 AW5889  HISTORY     - 1965     GOOD             CGS
 AW5889  HISTORY     - 1985     GOOD             USPSQD
 AW5889  HISTORY     - 19940326 GOOD             USPSQD
 AW5889
 AW5889                          STATION DESCRIPTION
 AW5889
 AW5889'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5889'LOCATED IN THE NW PART OF THE CITY OF GALVESTON, 81 METERS
 AW5889'W OF FIFTH-FOURTH STREET, AND 28 METERS N OF THE N SIDE OF THE
 AW5889'WAREHOUSE OF THE COTTON CONCENTRATION COMPANY.  THE STATION
 AW5889'IS THE FINIAL OF THE 150-FOOT METAL WATER TANK (BLACK IN COLOR)
 AW5889'ON THE PROPERTY OF THE COTTON CONCENTRATION COMPANY.
 AW5889
 AW5889                          STATION RECOVERY (1937)
 AW5889
 AW5889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW5889'RECOVERED AS DESCRIBED.
 AW5889
 AW5889                          STATION RECOVERY (1939)
 AW5889
 AW5889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW5889'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE TANK IS NOW
 AW5889'PAINTED ALUMINUM.
 AW5889
 AW5889                          STATION RECOVERY (1947)
 AW5889
 AW5889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5889'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5889
 AW5889                          STATION RECOVERY (1960)
 AW5889
 AW5889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5889'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 AW5889'ADEQUATE WITH THE FOLLOWING CORRECTION.
 AW5889'
 AW5889'(1) THE TANK IS NOW PAINTED ALUMINUM.
 AW5889
 AW5889                          STATION RECOVERY (1962)
 AW5889
 AW5889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW5889'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 AW5889
 AW5889                          STATION RECOVERY (1965)
 AW5889
 AW5889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW5889'STATION RECOVERED IN GOOD CONDITION.
 AW5889
 AW5889                          STATION RECOVERY (1985)
 AW5889
 AW5889'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJS)
 AW5889'STATION FOUND GOOD.
 AW5889'
 AW5889'RECOVERED AS DESCRIBED BY RHL 1965.
 AW5889'
 AW5889'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALVESTON.
 AW5889
 AW5889                          STATION RECOVERY (1994)
 AW5889
 AW5889'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5768 ***********************************************************************
 AW5768  DESIGNATION -  GALVESTON ENT N SIDE RNG R BCN
 AW5768  PID         -  AW5768
 AW5768  STATE/COUNTY-  TX/GALVESTON
 AW5768  USGS QUAD   -  THE JETTIES (1994)
 AW5768
 AW5768                         *CURRENT SURVEY CONTROL
 AW5768  ___________________________________________________________________
 AW5768* NAD 83(1993)-  29 22 16.48354(N)    094 44 57.64555(W)     ADJUSTED  
 AW5768* NAVD 88     -                                                        
 AW5768  ___________________________________________________________________
 AW5768  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW5768  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW5768
 AW5768  HORZ ORDER  -  THIRD
 AW5768
 AW5768.The horizontal coordinates were established by classical geodetic methods
 AW5768.and adjusted by the National Geodetic Survey in February 1996..
 AW5768
 AW5768
 AW5768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5768
 AW5768.The geoid height was determined by GEOID03.
 AW5768
 AW5768;                    North         East     Units Scale Factor Converg.
 AW5768;SPC TXSC     - 4,177,939.133 1,012,543.264   MT  0.99986344   +2 04 56.8
 AW5768;SPC TXSC     -13,707,121.97  3,321,985.69   sFT  0.99986344   +2 04 56.8
 AW5768;UTM  15      - 3,250,389.091   330,212.425   MT  0.99995572   -0 51 29.5
 AW5768
 AW5768                          SUPERSEDED SURVEY CONTROL
 AW5768
 AW5768  NAD 83(1986)-  29 22 16.49916(N)    094 44 57.62600(W) AD(       ) 4
 AW5768  NAD 27      -  29 22 15.64921(N)    094 44 56.92910(W) AD(       ) 3
 AW5768
 AW5768.Superseded values are not recommended for survey control.
 AW5768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5768.See file dsdata.txt to determine how the superseded data were derived.
 AW5768
 AW5768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3021250389(NAD 83)
 AW5768_MARKER: 16 = DAYBEACON
 AW5768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5768+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW5768
 AW5768  HISTORY     - Date     Condition        Report By
 AW5768  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5768  HISTORY     - 1979     GOOD             NGS
 AW5768  HISTORY     - 19990828 GOOD             USPSQD
 AW5768  HISTORY     - 20041023 GOOD             USPSQD
 AW5768
 AW5768                          STATION DESCRIPTION
 AW5768
 AW5768'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5768'THE STATION IS A BLACK OCTAGONAL DAYMARK ON A SKELETON TOWER.
 AW5768
 AW5768                          STATION RECOVERY (1979)
 AW5768
 AW5768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5768'STATION WAS RECOVERED IN GOOD CONDITION.
 AW5768'
 AW5768'STATION IS AT THE END OF WEST 18TH STREET.
 AW5768'
 AW5768'TBM A IS IN THE SOUTHEAST FOOT OF THE TOWER.
 AW5768'
 AW5768'THE DESCRIPTION BY RWT IN 1963 IS OTHERWISE ADEQUATE.
 AW5768'
 AW5768'DESCRIBED--RAH
 AW5768
 AW5768                          STATION RECOVERY (1999)
 AW5768
 AW5768'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5768'RECOVERED IN GOOD CONDITION.
 AW5768
 AW5768                          STATION RECOVERY (2004)
 AW5768
 AW5768'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5876 ***********************************************************************
 AW5876  DESIGNATION -  GALVESTON FREEPORT RNG C R LT
 AW5876  PID         -  AW5876
 AW5876  STATE/COUNTY-  TX/GALVESTON
 AW5876  USGS QUAD   -  GALVESTON (1994)
 AW5876
 AW5876                         *CURRENT SURVEY CONTROL
 AW5876  ___________________________________________________________________
 AW5876* NAD 83(1993)-  29 18 53.88241(N)    094 52 27.78502(W)     ADJUSTED  
 AW5876* NAVD 88     -                                                        
 AW5876  ___________________________________________________________________
 AW5876  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AW5876  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW5876
 AW5876  HORZ ORDER  -  THIRD
 AW5876
 AW5876.The horizontal coordinates were established by classical geodetic methods
 AW5876.and adjusted by the National Geodetic Survey in February 1996..
 AW5876
 AW5876
 AW5876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5876
 AW5876.The geoid height was determined by GEOID03.
 AW5876
 AW5876;                    North         East     Units Scale Factor Converg.
 AW5876;SPC TXSC     - 4,171,271.333 1,000,632.833   MT  0.99986330   +2 01 16.3
 AW5876;SPC TXSC     -13,685,246.03  3,282,909.55   sFT  0.99986330   +2 01 16.3
 AW5876;UTM  15      - 3,244,340.221   317,974.233   MT  1.00000886   -0 55 04.7
 AW5876
 AW5876                          SUPERSEDED SURVEY CONTROL
 AW5876
 AW5876  NAD 83(1986)-  29 18 53.89731(N)    094 52 27.76587(W) AD(       ) 4
 AW5876  NAD 27      -  29 18 53.04975(N)    094 52 27.05354(W) AD(       ) 3
 AW5876
 AW5876.Superseded values are not recommended for survey control.
 AW5876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5876.See file dsdata.txt to determine how the superseded data were derived.
 AW5876
 AW5876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1797444340(NAD 83)
 AW5876_MARKER: 15 = RANGE MARKER
 AW5876
 AW5876  HISTORY     - Date     Condition        Report By
 AW5876  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5876
 AW5876                          STATION DESCRIPTION
 AW5876
 AW5876'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5876'LOCATED IN THE SOUTHWEST PART OF GOAVESTON BAY ABOUT 0.9
 AW5876'MILE EAST OF VIRGINIA POINT.  THE LIGHT ATOP A DAYMARKER
 AW5876'ON A WHITE SKELETON TOWER ON PILE FOUNDATION.  THE LIGHT
 AW5876'WAS OBSERVED ON.  NO. 8228 1962 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5881 ***********************************************************************
 AW5881  DESIGNATION -  GALVESTON FREEPORT LEAD LT A
 AW5881  PID         -  AW5881
 AW5881  STATE/COUNTY-  TX/GALVESTON
 AW5881  USGS QUAD   -  GALVESTON (1994)
 AW5881
 AW5881                         *CURRENT SURVEY CONTROL
 AW5881  ___________________________________________________________________
 AW5881* NAD 83(1993)-  29 18 23.72268(N)    094 51 13.24823(W)     ADJUSTED  
 AW5881* NAVD 88     -                                                        
 AW5881  ___________________________________________________________________
 AW5881  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AW5881  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW5881
 AW5881  HORZ ORDER  -  THIRD
 AW5881
 AW5881.The horizontal coordinates were established by classical geodetic methods
 AW5881.and adjusted by the National Geodetic Survey in February 1996..
 AW5881
 AW5881
 AW5881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5881
 AW5881.The geoid height was determined by GEOID03.
 AW5881
 AW5881;                    North         East     Units Scale Factor Converg.
 AW5881;SPC TXSC     - 4,170,414.555 1,002,675.504   MT  0.99986336   +2 01 52.8
 AW5881;SPC TXSC     -13,682,435.09  3,289,611.22   sFT  0.99986336   +2 01 52.8
 AW5881;UTM  15      - 3,243,379.700   319,970.570   MT  0.99999994   -0 54 27.3
 AW5881
 AW5881                          SUPERSEDED SURVEY CONTROL
 AW5881
 AW5881  NAD 83(1986)-  29 18 23.73748(N)    094 51 13.22874(W) AD(       ) 4
 AW5881  NAD 27      -  29 18 22.88730(N)    094 51 12.51777(W) AD(       ) 3
 AW5881
 AW5881.Superseded values are not recommended for survey control.
 AW5881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5881.See file dsdata.txt to determine how the superseded data were derived.
 AW5881
 AW5881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1997143380(NAD 83)
 AW5881_MARKER: 14 = NAVIGATION LIGHT
 AW5881
 AW5881  HISTORY     - Date     Condition        Report By
 AW5881  HISTORY     - 1960     FIRST OBSERVED   CGS
 AW5881  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW5881
 AW5881                          STATION DESCRIPTION
 AW5881
 AW5881'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5881'LOCATED IN THE SOUTHERN PART OF GALVESTON BAY ABOUT 1.8 MILES
 AW5881'NORTHWEST OF THE PELICAN ISLAND CAUSEWAY AND 1.7 MILES EAST OF
 AW5881'THE SOUTHEAST END OF THE OLD GALVESTON CAUSEWAY.  IT IS A DAYMARK
 AW5881'AND LIGHT ON A PILE STRUCTURE 15 FT. HIGH PAINTED BLACK.  POINT
 AW5881'OBSERVED ON WAS THE LIGHT.  AID NO. 8222 IN 1959 LIGHT LIST.
 AW5881
 AW5881                          STATION RECOVERY (1994)
 AW5881
 AW5881'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5882 ***********************************************************************
 AW5882  DESIGNATION -  GALVESTON FREEPORT CHAN LT 7A
 AW5882  PID         -  AW5882
 AW5882  STATE/COUNTY-  TX/GALVESTON
 AW5882  USGS QUAD   -  GALVESTON (1994)
 AW5882
 AW5882                         *CURRENT SURVEY CONTROL
 AW5882  ___________________________________________________________________
 AW5882* NAD 83(1993)-  29 21 11.11446(N)    094 48 41.45310(W)     ADJUSTED  
 AW5882* NAVD 88     -                                                        
 AW5882  ___________________________________________________________________
 AW5882  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AW5882  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW5882
 AW5882  HORZ ORDER  -  THIRD
 AW5882
 AW5882.The horizontal coordinates were established by classical geodetic methods
 AW5882.and adjusted by the National Geodetic Survey in February 1996..
 AW5882
 AW5882
 AW5882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5882
 AW5882.The geoid height was determined by GEOID03.
 AW5882
 AW5882;                    North         East     Units Scale Factor Converg.
 AW5882;SPC TXSC     - 4,175,710.328 1,006,584.188   MT  0.99986329   +2 03 07.2
 AW5882;SPC TXSC     -13,699,809.63  3,302,434.96   sFT  0.99986329   +2 03 07.2
 AW5882;UTM  15      - 3,248,468.705   324,146.224   MT  0.99998160   -0 53 17.6
 AW5882
 AW5882                          SUPERSEDED SURVEY CONTROL
 AW5882
 AW5882  NAD 83(1986)-  29 21 11.12970(N)    094 48 41.43382(W) AD(       ) 4
 AW5882  NAD 27      -  29 21 10.28234(N)    094 48 40.72900(W) AD(       ) 3
 AW5882
 AW5882.Superseded values are not recommended for survey control.
 AW5882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5882.See file dsdata.txt to determine how the superseded data were derived.
 AW5882
 AW5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2414648469(NAD 83)
 AW5882_MARKER: 14 = NAVIGATION LIGHT
 AW5882
 AW5882  HISTORY     - Date     Condition        Report By
 AW5882  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5882
 AW5882                          STATION DESCRIPTION
 AW5882
 AW5882'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5882'LOCATED ON THE SOUTHEAST SIDE AND NEAR THE NORTHEAST END
 AW5882'OS THE CUTOFF CHANNEL WHICH IS DREDGED THROUGH THE NORTHERN
 AW5882'PART OF PELICAN ISLAND.  THE LIGHT ATOP A BLACK, BOX-LIKE
 AW5882'DAYMARK ON A DALPHIN, WITH 7A LITTERED THEREON.  THE LIGHT WAS
 AW5882'OBSERVED ON.  NO. 8210 1962 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5887 ***********************************************************************
 AW5887  DESIGNATION -  GALVESTON FREEPORT CHAN LT 11
 AW5887  PID         -  AW5887
 AW5887  STATE/COUNTY-  TX/GALVESTON
 AW5887  USGS QUAD   -  GALVESTON (1994)
 AW5887
 AW5887                         *CURRENT SURVEY CONTROL
 AW5887  ___________________________________________________________________
 AW5887* NAD 83(1993)-  29 20 45.87637(N)    094 49 17.62189(W)     ADJUSTED  
 AW5887* NAVD 88     -                                                        
 AW5887  ___________________________________________________________________
 AW5887  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AW5887  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW5887
 AW5887  HORZ ORDER  -  THIRD
 AW5887
 AW5887.The horizontal coordinates were established by classical geodetic methods
 AW5887.and adjusted by the National Geodetic Survey in February 1996..
 AW5887
 AW5887
 AW5887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5887
 AW5887.The geoid height was determined by GEOID03.
 AW5887
 AW5887;                    North         East     Units Scale Factor Converg.
 AW5887;SPC TXSC     - 4,174,898.980 1,005,637.087   MT  0.99986326   +2 02 49.5
 AW5887;SPC TXSC     -13,697,147.74  3,299,327.68   sFT  0.99986326   +2 02 49.5
 AW5887;UTM  15      - 3,247,706.912   323,158.635   MT  0.99998590   -0 53 34.6
 AW5887
 AW5887                          SUPERSEDED SURVEY CONTROL
 AW5887
 AW5887  NAD 83(1986)-  29 20 45.89159(N)    094 49 17.60256(W) AD(       ) 4
 AW5887  NAD 27      -  29 20 45.04372(N)    094 49 16.89530(W) AD(       ) 3
 AW5887
 AW5887.Superseded values are not recommended for survey control.
 AW5887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5887.See file dsdata.txt to determine how the superseded data were derived.
 AW5887
 AW5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2315947707(NAD 83)
 AW5887_MARKER: 14 = NAVIGATION LIGHT
 AW5887
 AW5887  HISTORY     - Date     Condition        Report By
 AW5887  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5887  HISTORY     - 20031215 MARK NOT FOUND   USPSQD
 AW5887  HISTORY     - 20050131 MARK NOT FOUND   USPSQD
 AW5887
 AW5887                          STATION DESCRIPTION
 AW5887
 AW5887'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5887'LOCATED ON THE SOUTHEAST SIDE AND NEAR THE SOUTHWEST END OF
 AW5887'THE CUTOFF CHANNEL WHICH IS DREDGED THROUGH THE NORTHERN PART
 AW5887'OF PELICAN ISLAND.  THE LIGHT ATOP A BLACK DAYMARK ON A SKELETON
 AW5887'TOWER ON MUD SILLS WITH 11 LETTERED THEREON.  THE LIGHT WAS
 AW5887'OBSERVED ON.  NO. 8213 1962 LIGHT LIST.
 AW5887
 AW5887                          STATION RECOVERY (2003)
 AW5887
 AW5887'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5887'MARK NOT FOUND.
 AW5887
 AW5887                          STATION RECOVERY (2005)
 AW5887
 AW5887'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5903 ***********************************************************************
 AW5903  DESIGNATION -  GALVESTON FREEPORT CHAN BCN
 AW5903  PID         -  AW5903
 AW5903  STATE/COUNTY-  TX/GALVESTON
 AW5903  USGS QUAD   -  GALVESTON (1994)
 AW5903
 AW5903                         *CURRENT SURVEY CONTROL
 AW5903  ___________________________________________________________________
 AW5903* NAD 83(1993)-  29 21 03.65487(N)    094 48 59.26596(W)     ADJUSTED  
 AW5903* NAVD 88     -                                                        
 AW5903  ___________________________________________________________________
 AW5903  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AW5903  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW5903
 AW5903  HORZ ORDER  -  THIRD
 AW5903
 AW5903.The horizontal coordinates were established by classical geodetic methods
 AW5903.and adjusted by the National Geodetic Survey in February 1996..
 AW5903
 AW5903
 AW5903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5903
 AW5903.The geoid height was determined by GEOID03.
 AW5903
 AW5903;                    North         East     Units Scale Factor Converg.
 AW5903;SPC TXSC     - 4,175,463.639 1,006,112.293   MT  0.99986328   +2 02 58.4
 AW5903;SPC TXSC     -13,699,000.29  3,300,886.75   sFT  0.99986328   +2 02 58.4
 AW5903;UTM  15      - 3,248,246.519   323,662.239   MT  0.99998370   -0 53 26.1
 AW5903
 AW5903                          SUPERSEDED SURVEY CONTROL
 AW5903
 AW5903  NAD 83(1986)-  29 21 03.67011(N)    094 48 59.24669(W) AD(       ) 4
 AW5903  NAD 27      -  29 21 02.82310(N)    094 48 58.53972(W) AD(       ) 3
 AW5903
 AW5903.Superseded values are not recommended for survey control.
 AW5903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5903.See file dsdata.txt to determine how the superseded data were derived.
 AW5903
 AW5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2366248247(NAD 83)
 AW5903_MARKER: 16 = DAYBEACON
 AW5903
 AW5903  HISTORY     - Date     Condition        Report By
 AW5903  HISTORY     - 1960     FIRST OBSERVED   CGS
 AW5903
 AW5903                          STATION DESCRIPTION
 AW5903
 AW5903'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5903'LOCATED IN THE SOUTH PART OF GALVESTON BAY, ON THE NORTHERN
 AW5903'TIP OF PELICAN ISLAND AT THE POINT ON THE EAST SIDE OF PELICAN
 AW5903'ISLAND WHERE THE GALVESTON FREEPORT CUTOFF CHANNEL IS CUT
 AW5903'THROUGH AND ON THE NORTH SIDE OF THE CHANNEL ABOUT 1.0 MILE
 AW5903'SOUTHWEST OF THE SOUTHEAST END OF THE TEXAS CITY DIKE.  IT
 AW5903'IS A DAYMARK ON A PILE PAINTED RED, MARKED WITH THE NUMERAL 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5907 ***********************************************************************
 AW5907  DESIGNATION -  GALVESTON FREEPORT CHAN LT 9
 AW5907  PID         -  AW5907
 AW5907  STATE/COUNTY-  TX/GALVESTON
 AW5907  USGS QUAD   -  GALVESTON (1994)
 AW5907
 AW5907                         *CURRENT SURVEY CONTROL
 AW5907  ___________________________________________________________________
 AW5907* NAD 83(1993)-  29 21 01.93854(N)    094 48 54.31090(W)     ADJUSTED  
 AW5907* NAVD 88     -                                                        
 AW5907  ___________________________________________________________________
 AW5907  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AW5907  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW5907
 AW5907  HORZ ORDER  -  THIRD
 AW5907
 AW5907.The horizontal coordinates were established by classical geodetic methods
 AW5907.and adjusted by the National Geodetic Survey in February 1996..
 AW5907
 AW5907
 AW5907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5907
 AW5907.The geoid height was determined by GEOID03.
 AW5907
 AW5907;                    North         East     Units Scale Factor Converg.
 AW5907;SPC TXSC     - 4,175,415.616 1,006,247.739   MT  0.99986328   +2 03 00.9
 AW5907;SPC TXSC     -13,698,842.73  3,301,331.12   sFT  0.99986328   +2 03 00.9
 AW5907;UTM  15      - 3,248,191.605   323,795.059   MT  0.99998312   -0 53 23.6
 AW5907
 AW5907                          SUPERSEDED SURVEY CONTROL
 AW5907
 AW5907  NAD 83(1986)-  29 21 01.95376(N)    094 48 54.29161(W) AD(       ) 4
 AW5907  NAD 27      -  29 21 01.10700(N)    094 48 53.58483(W) AD(       ) 3
 AW5907
 AW5907.Superseded values are not recommended for survey control.
 AW5907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5907.See file dsdata.txt to determine how the superseded data were derived.
 AW5907
 AW5907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2379548192(NAD 83)
 AW5907_MARKER: 14 = NAVIGATION LIGHT
 AW5907
 AW5907  HISTORY     - Date     Condition        Report By
 AW5907  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5907
 AW5907                          STATION DESCRIPTION
 AW5907
 AW5907'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5907'LOCATED ON THE SOUTHEAST SIDE AND NEAR THE CENTER OF THE
 AW5907'CUTOFF CHANNEL WHICH IS DREDGED THROUGH THE NORTHERN PART OF
 AW5907'PELICAN ISLAND.  THE LIGHT ATOP A BLACK DAYMARK ON A SKELETON
 AW5907'TOWER ON MUD SILLS WITH 9 LETTERED THEREON.  THE LIGHT WAS
 AW5907'OBSERVED ON.  NO. 8211 1962 LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5976 ***********************************************************************
 AW5976  DESIGNATION -  GALVESTON FREEPORT RNG B R LT
 AW5976  PID         -  AW5976
 AW5976  STATE/COUNTY-  TX/GALVESTON
 AW5976  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5976
 AW5976                         *CURRENT SURVEY CONTROL
 AW5976  ___________________________________________________________________
 AW5976* NAD 83(1993)-  29 18 33.48532(N)    094 53 09.91227(W)     ADJUSTED  
 AW5976* NAVD 88     -                                                        
 AW5976  ___________________________________________________________________
 AW5976  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW5976  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW5976
 AW5976  HORZ ORDER  -  THIRD
 AW5976
 AW5976.The horizontal coordinates were established by classical geodetic methods
 AW5976.and adjusted by the National Geodetic Survey in February 1996..
 AW5976
 AW5976
 AW5976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5976
 AW5976.The geoid height was determined by GEOID03.
 AW5976
 AW5976;                    North         East     Units Scale Factor Converg.
 AW5976;SPC TXSC     - 4,170,603.768   999,519.019   MT  0.99986334   +2 00 55.6
 AW5976;SPC TXSC     -13,683,055.86  3,279,255.31   sFT  0.99986334   +2 00 55.6
 AW5976;UTM  15      - 3,243,730.553   316,827.486   MT  1.00001403   -0 55 24.8
 AW5976
 AW5976                          SUPERSEDED SURVEY CONTROL
 AW5976
 AW5976  NAD 83(1986)-  29 18 33.50007(N)    094 53 09.89313(W) AD(       ) 4
 AW5976  NAD 27      -  29 18 32.65433(N)    094 53 09.18260(W) AD(       ) 3
 AW5976
 AW5976.Superseded values are not recommended for survey control.
 AW5976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5976.See file dsdata.txt to determine how the superseded data were derived.
 AW5976
 AW5976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1682743731(NAD 83)
 AW5976_MARKER: 15 = RANGE MARKER
 AW5976
 AW5976  HISTORY     - Date     Condition        Report By
 AW5976  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5976  HISTORY     - 19950624 GOOD             USPSQD
 AW5976
 AW5976                          STATION DESCRIPTION
 AW5976
 AW5976'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5976'LOCATED IN THE SOUTHWEST PART OF GALVESTON BAY ABOUT 0.8 MILE
 AW5976'SOUTHEAST OF VIRGINIA POINT.  THE LIGHT ATOP A DAYMARKER ON
 AW5976'A RED SLATTED STRUCTURE ON PILES.  THE LIGHT WAS OBSERVED ON.
 AW5976'NO. 8226 1962 LIGHT LIST
 AW5976
 AW5976                          STATION RECOVERY (1995)
 AW5976
 AW5976'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5977 ***********************************************************************
 AW5977  DESIGNATION -  GALVESTON FREEPORT RNG E R LT
 AW5977  PID         -  AW5977
 AW5977  STATE/COUNTY-  TX/GALVESTON
 AW5977  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5977
 AW5977                         *CURRENT SURVEY CONTROL
 AW5977  ___________________________________________________________________
 AW5977* NAD 83(1993)-  29 16 50.16571(N)    094 53 14.80369(W)     ADJUSTED  
 AW5977* NAVD 88     -                                                        
 AW5977  ___________________________________________________________________
 AW5977  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AW5977  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW5977
 AW5977  HORZ ORDER  -  THIRD
 AW5977
 AW5977.The horizontal coordinates were established by classical geodetic methods
 AW5977.and adjusted by the National Geodetic Survey in February 1996..
 AW5977
 AW5977
 AW5977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5977
 AW5977.The geoid height was determined by GEOID03.
 AW5977
 AW5977;                    North         East     Units Scale Factor Converg.
 AW5977;SPC TXSC     - 4,167,420.413   999,498.947   MT  0.99986369   +2 00 53.3
 AW5977;SPC TXSC     -13,672,611.80  3,279,189.46   sFT  0.99986369   +2 00 53.3
 AW5977;UTM  15      - 3,240,551.934   316,644.216   MT  1.00001486   -0 55 24.2
 AW5977
 AW5977                          SUPERSEDED SURVEY CONTROL
 AW5977
 AW5977  NAD 83(1986)-  29 16 50.18011(N)    094 53 14.78434(W) AD(       ) 4
 AW5977  NAD 27      -  29 16 49.32702(N)    094 53 14.07332(W) AD(       ) 3
 AW5977
 AW5977.Superseded values are not recommended for survey control.
 AW5977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5977.See file dsdata.txt to determine how the superseded data were derived.
 AW5977
 AW5977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1664440552(NAD 83)
 AW5977_MARKER: 15 = RANGE MARKER
 AW5977
 AW5977  HISTORY     - Date     Condition        Report By
 AW5977  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5977  HISTORY     - 1990     GOOD             USPSQD
 AW5977  HISTORY     - 19950624 GOOD             USPSQD
 AW5977
 AW5977                          STATION DESCRIPTION
 AW5977
 AW5977'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5977'LOCATED IN THE EASTERN PART OF WEST BAY, ABOUT 0.4 MILE WEST
 AW5977'OF TEICHMAN POINT.  THE LIGHT ATOP A DAYMARKER ON A BLACK,
 AW5977'SLATTED STRUCTURE ON PILES.  THE LIGHT WAS OBSERVED ON.
 AW5977'NO. 8232 1962 LIGHT LIST.
 AW5977
 AW5977                          STATION RECOVERY (1990)
 AW5977
 AW5977'RECOVERY NOTE BY US POWER SQUADRON 1990 (MA)
 AW5977'RECOVERED IN GOOD CONDITION.
 AW5977
 AW5977                          STATION RECOVERY (1995)
 AW5977
 AW5977'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5980 ***********************************************************************
 AW5980  DESIGNATION -  GALVESTON FREEPORT RNG E F LT
 AW5980  PID         -  AW5980
 AW5980  STATE/COUNTY-  TX/GALVESTON
 AW5980  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5980
 AW5980                         *CURRENT SURVEY CONTROL
 AW5980  ___________________________________________________________________
 AW5980* NAD 83(1993)-  29 16 57.15787(N)    094 53 42.02793(W)     ADJUSTED  
 AW5980* NAVD 88     -                                                        
 AW5980  ___________________________________________________________________
 AW5980  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AW5980  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AW5980
 AW5980  HORZ ORDER  -  THIRD
 AW5980
 AW5980.The horizontal coordinates were established by classical geodetic methods
 AW5980.and adjusted by the National Geodetic Survey in February 1996..
 AW5980
 AW5980
 AW5980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5980
 AW5980.The geoid height was determined by GEOID03.
 AW5980
 AW5980;                    North         East     Units Scale Factor Converg.
 AW5980;SPC TXSC     - 4,167,609.724   998,757.084   MT  0.99986366   +2 00 39.9
 AW5980;SPC TXSC     -13,673,232.90  3,276,755.53   sFT  0.99986366   +2 00 39.9
 AW5980;UTM  15      - 3,240,779.058   315,912.921   MT  1.00001817   -0 55 37.7
 AW5980
 AW5980                          SUPERSEDED SURVEY CONTROL
 AW5980
 AW5980  NAD 83(1986)-  29 16 57.17225(N)    094 53 42.00872(W) AD(       ) 4
 AW5980  NAD 27      -  29 16 56.31921(N)    094 53 41.29559(W) AD(       ) 3
 AW5980
 AW5980.Superseded values are not recommended for survey control.
 AW5980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5980.See file dsdata.txt to determine how the superseded data were derived.
 AW5980
 AW5980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1591340779(NAD 83)
 AW5980_MARKER: 15 = RANGE MARKER
 AW5980
 AW5980  HISTORY     - Date     Condition        Report By
 AW5980  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5980  HISTORY     - 19950624 GOOD             USPSQD
 AW5980
 AW5980                          STATION DESCRIPTION
 AW5980
 AW5980'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5980'LOCATED IN THE EASTERN PART OF WEST BAY BETWEEN SOUTH DEER
 AW5980'ISLAND AND TEICHMAN POINT.  LIGHT ATOP A DAYMARKER ON PILE
 AW5980'STRUCTURE.  ON THE SAME STRUCTURE AS RANGE D FRONT LIGHT.
 AW5980'THE TOP LIGHT WAS OBSERVED ON.  NO. 8231 1962 LIGHT LIST.
 AW5980
 AW5980                          STATION RECOVERY (1995)
 AW5980
 AW5980'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5983 ***********************************************************************
 AW5983  DESIGNATION -  GALVESTON FREEPORT RNG D R LT
 AW5983  PID         -  AW5983
 AW5983  STATE/COUNTY-  TX/GALVESTON
 AW5983  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5983
 AW5983                         *CURRENT SURVEY CONTROL
 AW5983  ___________________________________________________________________
 AW5983* NAD 83(1993)-  29 16 35.49169(N)    094 53 55.83060(W)     ADJUSTED  
 AW5983* NAVD 88     -                                                        
 AW5983  ___________________________________________________________________
 AW5983  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AW5983  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW5983
 AW5983  HORZ ORDER  -  THIRD
 AW5983
 AW5983.The horizontal coordinates were established by classical geodetic methods
 AW5983.and adjusted by the National Geodetic Survey in February 1996..
 AW5983
 AW5983
 AW5983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5983
 AW5983.The geoid height was determined by GEOID03.
 AW5983
 AW5983;                    North         East     Units Scale Factor Converg.
 AW5983;SPC TXSC     - 4,166,930.078   998,408.181   MT  0.99986376   +2 00 33.2
 AW5983;SPC TXSC     -13,671,003.10  3,275,610.84   sFT  0.99986376   +2 00 33.2
 AW5983;UTM  15      - 3,240,118.087   315,529.580   MT  1.00001992   -0 55 43.8
 AW5983
 AW5983                          SUPERSEDED SURVEY CONTROL
 AW5983
 AW5983  NAD 83(1986)-  29 16 35.50599(N)    094 53 55.81129(W) AD(       ) 4
 AW5983  NAD 27      -  29 16 34.65263(N)    094 53 55.09929(W) AD(       ) 3
 AW5983
 AW5983.Superseded values are not recommended for survey control.
 AW5983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5983.See file dsdata.txt to determine how the superseded data were derived.
 AW5983
 AW5983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1553040118(NAD 83)
 AW5983_MARKER: 15 = RANGE MARKER
 AW5983
 AW5983  HISTORY     - Date     Condition        Report By
 AW5983  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5983  HISTORY     - 19950624 GOOD             USPSQD
 AW5983
 AW5983                          STATION DESCRIPTION
 AW5983
 AW5983'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5983'LOCATED IN THE EASTERN PART OF WEST BAY ABOUT 1.1 MILE WEST
 AW5983'OF TEICHMAN POINT.  THE LIGHT ATOP A DAYMARKER ON BLACK SLATTED
 AW5983'STRUCTURE ON PILES.  THE LIGHT WAS OBSERVED ON.  NO. 8230 1962
 AW5983'LIGHT LIST.
 AW5983
 AW5983                          STATION RECOVERY (1995)
 AW5983
 AW5983'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5984 ***********************************************************************
 AW5984  DESIGNATION -  GALVESTON FREEPORT RNG F R LT
 AW5984  PID         -  AW5984
 AW5984  STATE/COUNTY-  TX/GALVESTON
 AW5984  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5984
 AW5984                         *CURRENT SURVEY CONTROL
 AW5984  ___________________________________________________________________
 AW5984* NAD 83(1993)-  29 17 29.43109(N)    094 54 33.10225(W)     ADJUSTED  
 AW5984* NAVD 88     -                                                        
 AW5984  ___________________________________________________________________
 AW5984  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AW5984  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW5984
 AW5984  HORZ ORDER  -  THIRD
 AW5984
 AW5984.The horizontal coordinates were established by classical geodetic methods
 AW5984.and adjusted by the National Geodetic Survey in February 1996..
 AW5984
 AW5984
 AW5984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5984
 AW5984.The geoid height was determined by GEOID03.
 AW5984
 AW5984;                    North         East     Units Scale Factor Converg.
 AW5984;SPC TXSC     - 4,168,554.352   997,344.753   MT  0.99986353   +2 00 14.9
 AW5984;SPC TXSC     -13,676,332.07  3,272,121.91   sFT  0.99986353   +2 00 14.9
 AW5984;UTM  15      - 3,241,795.002   314,550.655   MT  1.00002439   -0 56 03.6
 AW5984
 AW5984                          SUPERSEDED SURVEY CONTROL
 AW5984
 AW5984  NAD 83(1986)-  29 17 29.44540(N)    094 54 33.08312(W) AD(       ) 4
 AW5984  NAD 27      -  29 17 28.59383(N)    094 54 32.36734(W) AD(       ) 3
 AW5984
 AW5984.Superseded values are not recommended for survey control.
 AW5984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5984.See file dsdata.txt to determine how the superseded data were derived.
 AW5984
 AW5984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1455141795(NAD 83)
 AW5984_MARKER: 15 = RANGE MARKER
 AW5984
 AW5984  HISTORY     - Date     Condition        Report By
 AW5984  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5984  HISTORY     - 1990     GOOD             USPSQD
 AW5984  HISTORY     - 19950624 GOOD             USPSQD
 AW5984
 AW5984                          STATION DESCRIPTION
 AW5984
 AW5984'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5984'LOCATED IN THE EASTERN PART OF WEST BAY ABOUT 0.2 MILE SOUTH
 AW5984'OF WILSON POINT.  THE LIGHT ATOP A DAYMARKER ON A RED SLATTED
 AW5984'STRUCTURE ON PILES.  THE LIGHT WAS OBSERVED ON.  NO. 8236 1962
 AW5984'LIGHT LIST.
 AW5984
 AW5984                          STATION RECOVERY (1990)
 AW5984
 AW5984'RECOVERY NOTE BY US POWER SQUADRON 1990 (MA)
 AW5984'RECOVERED IN GOOD CONDITION.
 AW5984
 AW5984                          STATION RECOVERY (1995)
 AW5984
 AW5984'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5985 ***********************************************************************
 AW5985  DESIGNATION -  GALVESTON FREEPORT RNG F F LT
 AW5985  PID         -  AW5985
 AW5985  STATE/COUNTY-  TX/GALVESTON
 AW5985  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5985
 AW5985                         *CURRENT SURVEY CONTROL
 AW5985  ___________________________________________________________________
 AW5985* NAD 83(1993)-  29 17 24.69927(N)    094 55 04.29770(W)     ADJUSTED  
 AW5985* NAVD 88     -                                                        
 AW5985  ___________________________________________________________________
 AW5985  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW5985  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW5985
 AW5985  HORZ ORDER  -  THIRD
 AW5985
 AW5985.The horizontal coordinates were established by classical geodetic methods
 AW5985.and adjusted by the National Geodetic Survey in February 1996..
 AW5985
 AW5985
 AW5985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5985
 AW5985.The geoid height was determined by GEOID03.
 AW5985
 AW5985;                    North         East     Units Scale Factor Converg.
 AW5985;SPC TXSC     - 4,168,379.363   996,508.498   MT  0.99986355   +1 59 59.6
 AW5985;SPC TXSC     -13,675,757.96  3,269,378.30   sFT  0.99986355   +1 59 59.6
 AW5985;UTM  15      - 3,241,663.091   313,706.391   MT  1.00002826   -0 56 18.8
 AW5985
 AW5985                          SUPERSEDED SURVEY CONTROL
 AW5985
 AW5985  NAD 83(1986)-  29 17 24.71353(N)    094 55 04.27858(W) AD(       ) 4
 AW5985  NAD 27      -  29 17 23.86245(N)    094 55 03.56180(W) AD(       ) 3
 AW5985
 AW5985.Superseded values are not recommended for survey control.
 AW5985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5985.See file dsdata.txt to determine how the superseded data were derived.
 AW5985
 AW5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1370641663(NAD 83)
 AW5985_MARKER: 15 = RANGE MARKER
 AW5985
 AW5985  HISTORY     - Date     Condition        Report By
 AW5985  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5985  HISTORY     - 1990     GOOD             USPSQD
 AW5985  HISTORY     - 19950624 GOOD             USPSQD
 AW5985
 AW5985                          STATION DESCRIPTION
 AW5985
 AW5985'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5985'LOCATED IN THE EASTERN PART OF WEST BAY ABOUT 0.3 MILE SOUTH
 AW5985'OF WILSON POINT.  THE LIGHT ATOP A DAYMARKER ON PILE STRUCTURE.
 AW5985'THE LIGHT WAS OBSERVED ON.  NO. 8235 1962 LIGHT LIST.
 AW5985
 AW5985                          STATION RECOVERY (1990)
 AW5985
 AW5985'RECOVERY NOTE BY US POWER SQUADRON 1990 (MA)
 AW5985'RECOVERED IN GOOD CONDITION.
 AW5985
 AW5985                          STATION RECOVERY (1995)
 AW5985
 AW5985'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5987 ***********************************************************************
 AW5987  DESIGNATION -  GALVESTON FREEPORT LIGHT 81
 AW5987  PID         -  AW5987
 AW5987  STATE/COUNTY-  TX/GALVESTON
 AW5987  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5987
 AW5987                         *CURRENT SURVEY CONTROL
 AW5987  ___________________________________________________________________
 AW5987* NAD 83(1993)-  29 17 16.81914(N)    094 55 10.64746(W)     ADJUSTED  
 AW5987* NAVD 88     -                                                        
 AW5987  ___________________________________________________________________
 AW5987  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW5987  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW5987
 AW5987  HORZ ORDER  -  THIRD
 AW5987
 AW5987.The horizontal coordinates were established by classical geodetic methods
 AW5987.and adjusted by the National Geodetic Survey in February 1996..
 AW5987
 AW5987
 AW5987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5987
 AW5987.The geoid height was determined by GEOID03.
 AW5987
 AW5987;                    North         East     Units Scale Factor Converg.
 AW5987;SPC TXSC     - 4,168,130.943   996,345.705   MT  0.99986358   +1 59 56.5
 AW5987;SPC TXSC     -13,674,942.94  3,268,844.20   sFT  0.99986358   +1 59 56.5
 AW5987;UTM  15      - 3,241,423.303   313,531.049   MT  1.00002907   -0 56 21.7
 AW5987
 AW5987                          SUPERSEDED SURVEY CONTROL
 AW5987
 AW5987  NAD 83(1986)-  29 17 16.83350(N)    094 55 10.62835(W) AD(       ) 4
 AW5987  NAD 27      -  29 17 15.98085(N)    094 55 09.91149(W) AD(       ) 3
 AW5987
 AW5987.Superseded values are not recommended for survey control.
 AW5987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5987.See file dsdata.txt to determine how the superseded data were derived.
 AW5987
 AW5987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1353141423(NAD 83)
 AW5987_MARKER: 14 = NAVIGATION LIGHT
 AW5987
 AW5987  HISTORY     - Date     Condition        Report By
 AW5987  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5987
 AW5987                          STATION DESCRIPTION
 AW5987
 AW5987'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5987'LOCATED IN THE EASTERN PART OF WEST BAY ON THE NORTHEAST END
 AW5987'OF NORTH DEER ISLAND.  THE LIGHT ATOP A DAYMARKER ON SKELETON
 AW5987'TOWER ON MUD SILLS.  THE LIGHT WAS OBSERVED ON.  NO. 8233 1962
 AW5987'LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5988 ***********************************************************************
 AW5988  DESIGNATION -  GALVESTON FREEPORT RNG B FT LT
 AW5988  PID         -  AW5988
 AW5988  STATE/COUNTY-  TX/GALVESTON
 AW5988  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5988
 AW5988                         *CURRENT SURVEY CONTROL
 AW5988  ___________________________________________________________________
 AW5988* NAD 83(1993)-  29 18 32.14287(N)    094 52 41.53611(W)     ADJUSTED  
 AW5988* NAVD 88     -                                                        
 AW5988  ___________________________________________________________________
 AW5988  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AW5988  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW5988
 AW5988  HORZ ORDER  -  THIRD
 AW5988
 AW5988.The horizontal coordinates were established by classical geodetic methods
 AW5988.and adjusted by the National Geodetic Survey in February 1996..
 AW5988
 AW5988
 AW5988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5988
 AW5988.The geoid height was determined by GEOID03.
 AW5988
 AW5988;                    North         East     Units Scale Factor Converg.
 AW5988;SPC TXSC     - 4,170,589.419 1,000,285.638   MT  0.99986335   +2 01 09.6
 AW5988;SPC TXSC     -13,683,008.79  3,281,770.46   sFT  0.99986335   +2 01 09.6
 AW5988;UTM  15      - 3,243,676.909   317,592.475   MT  1.00001058   -0 55 10.8
 AW5988
 AW5988                          SUPERSEDED SURVEY CONTROL
 AW5988
 AW5988  NAD 83(1986)-  29 18 32.15769(N)    094 52 41.51695(W) AD(       ) 4
 AW5988  NAD 27      -  29 18 31.30843(N)    094 52 40.80239(W) AD(       ) 3
 AW5988
 AW5988.Superseded values are not recommended for survey control.
 AW5988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5988.See file dsdata.txt to determine how the superseded data were derived.
 AW5988
 AW5988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1759243677(NAD 83)
 AW5988_MARKER: 15 = RANGE MARKER
 AW5988
 AW5988  HISTORY     - Date     Condition        Report By
 AW5988  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5988  HISTORY     - 19950624 GOOD             USPSQD
 AW5988
 AW5988                          STATION DESCRIPTION
 AW5988
 AW5988'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5988'LOCATED IN THE SOUTHWEST PART OF GALVESTON BAY ABOUT 0.9 MILE
 AW5988'NORTHWEST OF RAILROAD BRIDGE ON OLD GLAVESTON CAUSEWAY.  THE
 AW5988'LIGHT ATOP A DAYMARKER ON PILE STRUCTURE.  ON THE SAME STRUCTURE
 AW5988'AS RANGE C FRONT LIGHT.  THE TOP LIGHT WAS OBSERVED ON.  NO.
 AW5988'8225 1962 LIGHT LIST.
 AW5988
 AW5988                          STATION RECOVERY (1995)
 AW5988
 AW5988'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5884 ***********************************************************************
 AW5884  DESIGNATION -  GALVESTON ICE STORAGE CO STACK
 AW5884  PID         -  AW5884
 AW5884  STATE/COUNTY-  TX/GALVESTON
 AW5884  USGS QUAD   -  GALVESTON (1994)
 AW5884
 AW5884                         *CURRENT SURVEY CONTROL
 AW5884  ___________________________________________________________________
 AW5884* NAD 83(1993)-  29 18 31.26634(N)    094 47 30.42646(W)     ADJUSTED  
 AW5884* NAVD 88     -                                                        
 AW5884  ___________________________________________________________________
 AW5884  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AW5884  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5884
 AW5884  HORZ ORDER  -  THIRD
 AW5884
 AW5884.The horizontal coordinates were established by classical geodetic methods
 AW5884.and adjusted by the National Geodetic Survey in February 1996..
 AW5884
 AW5884
 AW5884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5884
 AW5884.The geoid height was determined by GEOID03.
 AW5884
 AW5884;                    North         East     Units Scale Factor Converg.
 AW5884;SPC TXSC     - 4,170,861.337 1,008,675.585   MT  0.99986335   +2 03 42.0
 AW5884;SPC TXSC     -13,683,900.90  3,309,296.48   sFT  0.99986335   +2 03 42.0
 AW5884;UTM  15      - 3,243,518.276   325,986.409   MT  0.99997366   -0 52 38.4
 AW5884
 AW5884                          SUPERSEDED SURVEY CONTROL
 AW5884
 AW5884  NAD 83(1986)-  29 18 31.28149(N)    094 47 30.40707(W) AD(       ) 4
 AW5884  NAD 27      -  29 18 30.43034(N)    094 47 29.70509(W) AD(       ) 3
 AW5884
 AW5884.Superseded values are not recommended for survey control.
 AW5884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5884.See file dsdata.txt to determine how the superseded data were derived.
 AW5884
 AW5884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2598643518(NAD 83)
 AW5884_MARKER: 63 = STACK
 AW5884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5884+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 AW5884
 AW5884  HISTORY     - Date     Condition        Report By
 AW5884  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5884  HISTORY     - 1939     GOOD             CGS
 AW5884  HISTORY     - 1947     GOOD             CGS
 AW5884  HISTORY     - 1960     GOOD             CGS
 AW5884  HISTORY     - 1962     GOOD             CGS
 AW5884  HISTORY     - 1979     GOOD             NGS
 AW5884  HISTORY     - 1985     GOOD             USPSQD
 AW5884  HISTORY     - 19940508 GOOD             USPSQD
 AW5884  HISTORY     - 19940917 GOOD             USPSQD
 AW5884  HISTORY     - 20020112 MARK NOT FOUND   USPSQD
 AW5884  HISTORY     - 20041215 GOOD             USPSQD
 AW5884
 AW5884                          STATION DESCRIPTION
 AW5884
 AW5884'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5884'NEAR THE GALVESTON WATERFRONT, ON AVENUE A BETWEEN TWENTIETH
 AW5884'AND TWENTY-FIRST STREETS.  STATION IS THE RED BRICK STACK,
 AW5884'ABOUT 100 FEET HIGH, ON THE GALVESTON ICE AND COLD STORAGE
 AW5884'COMPANY PROPERTY.
 AW5884
 AW5884                          STATION RECOVERY (1939)
 AW5884
 AW5884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW5884'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5884
 AW5884                          STATION RECOVERY (1947)
 AW5884
 AW5884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5884'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5884
 AW5884                          STATION RECOVERY (1960)
 AW5884
 AW5884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5884'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 AW5884'IS ADEQUATE.
 AW5884
 AW5884                          STATION RECOVERY (1962)
 AW5884
 AW5884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW5884'RECOVERED IN GOOD CONDITION.  1933 DESCRIPTION ADEQUATE.
 AW5884
 AW5884                          STATION RECOVERY (1979)
 AW5884
 AW5884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5884'RECOVERED IN APPARENT GOOD CONDITION.
 AW5884'DESCRIPTION BY EOH IN 1933 IS ADEQUATE.
 AW5884'
 AW5884'DESCRIBED--RAH
 AW5884'
 AW5884'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW5884
 AW5884                          STATION RECOVERY (1985)
 AW5884
 AW5884'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJS)
 AW5884'STATION FOUND GOOD.
 AW5884'
 AW5884'RECOVERED AS DESCRIBED BY GEV 1962.
 AW5884'
 AW5884'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALVESTON.
 AW5884
 AW5884                          STATION RECOVERY (1994)
 AW5884
 AW5884'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5884'RECOVERED IN GOOD CONDITION.
 AW5884
 AW5884                          STATION RECOVERY (1994)
 AW5884
 AW5884'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5884'RECOVERED IN GOOD CONDITION.
 AW5884
 AW5884                          STATION RECOVERY (2002)
 AW5884
 AW5884'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5884'MARK NOT FOUND.
 AW5884
 AW5884                          STATION RECOVERY (2004)
 AW5884
 AW5884'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5970 ***********************************************************************
 AW5970  DESIGNATION -  GALVESTON MOODY METH CH SPIRE
 AW5970  PID         -  AW5970
 AW5970  STATE/COUNTY-  TX/GALVESTON
 AW5970  USGS QUAD   -  GALVESTON (1994)
 AW5970
 AW5970                         *CURRENT SURVEY CONTROL
 AW5970  ___________________________________________________________________
 AW5970* NAD 83(1993)-  29 16 30.50499(N)    094 49 17.90747(W)     ADJUSTED  
 AW5970* NAVD 88     -                                                        
 AW5970  ___________________________________________________________________
 AW5970  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AW5970  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW5970
 AW5970  HORZ ORDER  -  THIRD
 AW5970
 AW5970.The horizontal coordinates were established by classical geodetic methods
 AW5970.and adjusted by the National Geodetic Survey in February 1996..
 AW5970
 AW5970
 AW5970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5970
 AW5970.The geoid height was determined by GEOID03.
 AW5970
 AW5970;                    North         East     Units Scale Factor Converg.
 AW5970;SPC TXSC     - 4,167,042.131 1,005,910.204   MT  0.99986378   +2 02 49.3
 AW5970;SPC TXSC     -13,671,370.72  3,300,223.73   sFT  0.99986378   +2 02 49.3
 AW5970;UTM  15      - 3,239,845.428   323,028.529   MT  0.99998647   -0 53 27.7
 AW5970
 AW5970                          SUPERSEDED SURVEY CONTROL
 AW5970
 AW5970  NAD 83(1986)-  29 16 30.51994(N)    094 49 17.88806(W) AD(       ) 4
 AW5970  NAD 27      -  29 16 29.66311(N)    094 49 17.18370(W) AD(       ) 3
 AW5970
 AW5970.Superseded values are not recommended for survey control.
 AW5970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5970.See file dsdata.txt to determine how the superseded data were derived.
 AW5970
 AW5970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2302939845(NAD 83)
 AW5970_MARKER: 90 = CHURCH SPIRE
 AW5970_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5970+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 AW5970
 AW5970  HISTORY     - Date     Condition        Report By
 AW5970  HISTORY     - 1978     FIRST OBSERVED   NGS
 AW5970  HISTORY     - 1979     GOOD             NOS
 AW5970  HISTORY     - 1982     GOOD             NOS
 AW5970  HISTORY     - 1990     GOOD             USPSQD
 AW5970  HISTORY     - 19940910 GOOD             USPSQD
 AW5970  HISTORY     - 20031207 GOOD             USPSQD
 AW5970  HISTORY     - 20041210 GOOD             USPSQD
 AW5970
 AW5970                          STATION DESCRIPTION
 AW5970
 AW5970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW5970'THE STATION, GALVESTON MOODY MEMORIAL FIRST UNITED METHODIST
 AW5970'CHURCH SPIRE, IS THE CENTER OF THE WHITE CROSS ATOP A GOLD
 AW5970'BALL ON A BLACK SPIRE.  THE SPIRE IS 175 FEET IN HEIGHT.
 AW5970'
 AW5970'THE STATION IS LOCATED AT 2803 53RD STREET, GALVESTON, TEXAS.
 AW5970
 AW5970                          STATION RECOVERY (1979)
 AW5970
 AW5970'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5970'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 AW5970
 AW5970                          STATION RECOVERY (1982)
 AW5970
 AW5970'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW5970'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5970
 AW5970                          STATION RECOVERY (1990)
 AW5970
 AW5970'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW5970'RECOVERED IN GOOD CONDITION.
 AW5970
 AW5970                          STATION RECOVERY (1994)
 AW5970
 AW5970'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5970'RECOVERED IN GOOD CONDITION.
 AW5970
 AW5970                          STATION RECOVERY (2003)
 AW5970
 AW5970'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5970'RECOVERED IN GOOD CONDITION.
 AW5970
 AW5970                          STATION RECOVERY (2004)
 AW5970
 AW5970'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5896 ***********************************************************************
 AW5896  DESIGNATION -  GALVESTON MOODYS PRESS TANK
 AW5896  PID         -  AW5896
 AW5896  STATE/COUNTY-  TX/GALVESTON
 AW5896  USGS QUAD   -  GALVESTON (1994)
 AW5896
 AW5896                         *CURRENT SURVEY CONTROL
 AW5896  ___________________________________________________________________
 AW5896* NAD 83(1993)-  29 17 34.87890(N)    094 49 17.35178(W)     ADJUSTED  
 AW5896* NAVD 88     -                                                        
 AW5896  ___________________________________________________________________
 AW5896  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AW5896  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5896
 AW5896  HORZ ORDER  -  THIRD
 AW5896
 AW5896.The horizontal coordinates were established by classical geodetic methods
 AW5896.and adjusted by the National Geodetic Survey in February 1996..
 AW5896
 AW5896
 AW5896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5896
 AW5896.The geoid height was determined by GEOID03.
 AW5896
 AW5896;                    North         East     Units Scale Factor Converg.
 AW5896;SPC TXSC     - 4,169,023.141 1,005,854.402   MT  0.99986351   +2 02 49.6
 AW5896;SPC TXSC     -13,677,870.09  3,300,040.65   sFT  0.99986351   +2 02 49.6
 AW5896;UTM  15      - 3,241,826.938   323,074.355   MT  0.99998627   -0 53 29.2
 AW5896
 AW5896                          SUPERSEDED SURVEY CONTROL
 AW5896
 AW5896  NAD 83(1986)-  29 17 34.89391(N)    094 49 17.33213(W) AD(       ) 4
 AW5896  NAD 27      -  29 17 34.04175(N)    094 49 16.62107(W) AD(       ) 3
 AW5896
 AW5896.Superseded values are not recommended for survey control.
 AW5896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5896.See file dsdata.txt to determine how the superseded data were derived.
 AW5896
 AW5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2307441827(NAD 83)
 AW5896_MARKER: 51 = TANK
 AW5896_SETTING: 0 = UNSPECIFIED SETTING
 AW5896
 AW5896  HISTORY     - Date     Condition        Report By
 AW5896  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5896  HISTORY     - 1939     GOOD             CGS
 AW5896  HISTORY     - 1947     GOOD             CGS
 AW5896  HISTORY     - 1960     GOOD             CGS
 AW5896  HISTORY     - 1962     GOOD             CGS
 AW5896  HISTORY     - 1965     GOOD             CGS
 AW5896  HISTORY     - 1979     GOOD             NGS
 AW5896  HISTORY     - 1985     GOOD             USPSQD
 AW5896  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 AW5896
 AW5896                          STATION DESCRIPTION
 AW5896
 AW5896'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5896'LOCATED IN THE W PART OF GALVESTON, ON AVENUE J BETWEEN
 AW5896'FORTY-EIGHTH AND FORTY-NINTH STREETS.  STATION IS THE FINIAL
 AW5896'OF A 100-FOOT METAL WATER TANK (PAINTED ALUMINUM) WHICH
 AW5896'IS LOCATED ON THE S SIDE OF THE MOODY PRESS WAREHOUSE.
 AW5896
 AW5896                          STATION RECOVERY (1939)
 AW5896
 AW5896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW5896'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5896
 AW5896                          STATION RECOVERY (1947)
 AW5896
 AW5896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5896'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5896
 AW5896                          STATION RECOVERY (1960)
 AW5896
 AW5896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5896'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 AW5896'IS ADEQUATE.
 AW5896
 AW5896                          STATION RECOVERY (1962)
 AW5896
 AW5896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW5896'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 AW5896
 AW5896                          STATION RECOVERY (1965)
 AW5896
 AW5896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW5896'STATION RECOVERED IN GOOD CONDITION.  THE TANK APPEARS TO
 AW5896'BE FLAT-TOPPED AND IS EASILY RECOGNIZABLE BECAUSE OF THIS
 AW5896'CHARACTERISTIC.
 AW5896
 AW5896                          STATION RECOVERY (1979)
 AW5896
 AW5896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5896'RECOVERED IN GOOD CONDITION.
 AW5896'DESCRIPTION OF EOH IN 1933 IS ADEQUATE.
 AW5896'
 AW5896'DESCRIBED--RAH
 AW5896'
 AW5896'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW5896
 AW5896                          STATION RECOVERY (1985)
 AW5896
 AW5896'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJS)
 AW5896'STATION FOUND GOOD.
 AW5896'
 AW5896'RECOVERED AS DESCRIBED BY RHL 1965.
 AW5896'
 AW5896'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALVESTON.
 AW5896
 AW5896                          STATION RECOVERY (1994)
 AW5896
 AW5896'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5972 ***********************************************************************
 AW5972  DESIGNATION -  GALVESTON MUN SW TANK
 AW5972  PID         -  AW5972
 AW5972  STATE/COUNTY-  TX/GALVESTON
 AW5972  USGS QUAD   -  GALVESTON (1994)
 AW5972
 AW5972                         *CURRENT SURVEY CONTROL
 AW5972  ___________________________________________________________________
 AW5972* NAD 83(1993)-  29 16 01.91413(N)    094 50 58.17440(W)     ADJUSTED  
 AW5972* NAVD 88     -                                                        
 AW5972  ___________________________________________________________________
 AW5972  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AW5972  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW5972
 AW5972  HORZ ORDER  -  THIRD
 AW5972
 AW5972.This mark is at Scholes Fld (GLS) Airport (GLS)
 AW5972
 AW5972.The horizontal coordinates were established by classical geodetic methods
 AW5972.and adjusted by the National Geodetic Survey in February 1996..
 AW5972
 AW5972
 AW5972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5972
 AW5972.The geoid height was determined by GEOID03.
 AW5972
 AW5972;                    North         East     Units Scale Factor Converg.
 AW5972;SPC TXSC     - 4,166,066.176 1,003,236.874   MT  0.99986394   +2 02 00.2
 AW5972;SPC TXSC     -13,668,168.78  3,291,452.98   sFT  0.99986394   +2 02 00.2
 AW5972;UTM  15      - 3,239,007.668   320,308.342   MT  0.99999844   -0 54 15.9
 AW5972
 AW5972                          SUPERSEDED SURVEY CONTROL
 AW5972
 AW5972  NAD 83(1986)-  29 16 01.92890(N)    094 50 58.15487(W) AD(       ) 4
 AW5972  NAD 27      -  29 16 01.07211(N)    094 50 57.44596(W) AD(       ) 3
 AW5972
 AW5972.Superseded values are not recommended for survey control.
 AW5972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5972.See file dsdata.txt to determine how the superseded data were derived.
 AW5972
 AW5972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2030839008(NAD 83)
 AW5972_MARKER: 53 = ELEVATED TANK
 AW5972_SETTING: 0 = UNSPECIFIED SETTING
 AW5972_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5972
 AW5972  HISTORY     - Date     Condition        Report By
 AW5972  HISTORY     - 1966     FIRST OBSERVED   CGS
 AW5972  HISTORY     - 19660615 GOOD             NGS
 AW5972  HISTORY     - 1979     GOOD             NOS
 AW5972  HISTORY     - 1981     GOOD             NGS
 AW5972  HISTORY     - 1982     GOOD             NOS
 AW5972  HISTORY     - 19950822 GOOD             USPSQD
 AW5972  HISTORY     - 20031215 MARK NOT FOUND   USPSQD
 AW5972  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 AW5972
 AW5972                          STATION DESCRIPTION
 AW5972
 AW5972'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JRS)
 AW5972'THE STATION, GALVESTON MUNICIPAL SOUTHWEST WATER TANK, IS THE
 AW5972'TOP CENTER OF A OVAL-SHAPED ELEVATED TANK SUPPORTED BY NINE
 AW5972'LEGS.  IT IS PAINTED ALTERNATE CHECKS OF RED AND WHITE AND IS
 AW5972'157 FEET IN HEIGHT.
 AW5972'
 AW5972'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF GALVESTON,
 AW5972'500 FEET SOUTHEAST OF THE Y-INTERSECTION OF JONES DRIVE AND
 AW5972'THE ROAD LEADING TO THE GALVESTON MUNICIPAL AIRPORT.
 AW5972
 AW5972                          STATION RECOVERY (1966)
 AW5972
 AW5972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 AW5972'THE STATION IS LOCATED ON SCHOLES FIELD NEAR THE EAST EDGE OF THE
 AW5972'AIRPORT.  IT IS A RED AND WHITE CHECKERED WATER TANK, ABOUT 150 FT
 AW5972'(45.7 M) HIGH, WITH NINE LEGS.  THIS IS AN AIRPORT SURVEYS POSITION.
 AW5972'THIS IS THE SAME TANK AS THE NGS TANK OF THE SAME NAME.
 AW5972
 AW5972                          STATION RECOVERY (1979)
 AW5972
 AW5972'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5972'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 AW5972'THE PREVIOUS DESCRIPTION STATES THAT THE
 AW5972'TOP CENTER OF THE TANK WAS OBSERVED.  THERE IS ALSO AN ECCENTRIC
 AW5972'LIGHT ATOP THE TANK.  THE TOP CENTER WAS OBSERVED AT THIS TIME
 AW5972'WITH POOR RESULTS FROM THE CLOSER STATIONS.
 AW5972
 AW5972                          STATION RECOVERY (1981)
 AW5972
 AW5972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (APF)
 AW5972'RECOVERED.  THIS IS THE SAME POSITION AS AIRPORT TANK 1966.
 AW5972'
 AW5972'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON AIRPORT.
 AW5972
 AW5972                          STATION RECOVERY (1982)
 AW5972
 AW5972'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RKM)
 AW5972'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5972
 AW5972                          STATION RECOVERY (1995)
 AW5972
 AW5972'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5972'RECOVERED IN GOOD CONDITION.
 AW5972
 AW5972                          STATION RECOVERY (2003)
 AW5972
 AW5972'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5972'THE TANK IS GONE.
 AW5972
 AW5972                          STATION RECOVERY (2004)
 AW5972
 AW5972'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW5972'WATER TANK WAS DISMANTLED APPROXIMATELY 2001 AS PER A EMPLOYEE OF THE
 AW5972'TREATMENT PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5893 ***********************************************************************
 AW5893  DESIGNATION -  GALVESTON MUNICIPAL TANK
 AW5893  PID         -  AW5893
 AW5893  STATE/COUNTY-  TX/GALVESTON
 AW5893  USGS QUAD   -  GALVESTON (1994)
 AW5893
 AW5893                         *CURRENT SURVEY CONTROL
 AW5893  ___________________________________________________________________
 AW5893* NAD 83(1993)-  29 18 50.18459(N)    094 46 24.24140(W)     ADJUSTED  
 AW5893* NAVD 88     -                                                        
 AW5893  ___________________________________________________________________
 AW5893  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW5893  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW5893
 AW5893  HORZ ORDER  -  THIRD
 AW5893
 AW5893.The horizontal coordinates were established by classical geodetic methods
 AW5893.and adjusted by the National Geodetic Survey in February 1996..
 AW5893
 AW5893
 AW5893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5893
 AW5893.The geoid height was determined by GEOID03.
 AW5893
 AW5893;                    North         East     Units Scale Factor Converg.
 AW5893;SPC TXSC     - 4,171,507.738 1,010,439.178   MT  0.99986331   +2 04 14.4
 AW5893;SPC TXSC     -13,686,021.64  3,315,082.54   sFT  0.99986331   +2 04 14.4
 AW5893;UTM  15      - 3,244,073.460   327,781.016   MT  0.99996599   -0 52 06.5
 AW5893
 AW5893                          SUPERSEDED SURVEY CONTROL
 AW5893
 AW5893  NAD 83(1986)-  29 18 50.19991(N)    094 46 24.22201(W) AD(       ) 4
 AW5893  NAD 27      -  29 18 49.34563(N)    094 46 23.52277(W) AD(       ) 3
 AW5893
 AW5893.Superseded values are not recommended for survey control.
 AW5893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5893.See file dsdata.txt to determine how the superseded data were derived.
 AW5893
 AW5893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2778144073(NAD 83)
 AW5893_MARKER: 53 = ELEVATED TANK
 AW5893_SETTING: 0 = UNSPECIFIED SETTING
 AW5893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5893+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2003
 AW5893
 AW5893  HISTORY     - Date     Condition        Report By
 AW5893  HISTORY     - 1960     FIRST OBSERVED   CGS
 AW5893  HISTORY     - 1963     GOOD             CGS
 AW5893  HISTORY     - 1964     GOOD             CGS
 AW5893  HISTORY     - 1974     GOOD             NGS
 AW5893  HISTORY     - 1974     GOOD             NGS
 AW5893  HISTORY     - 1978     GOOD             NGS
 AW5893  HISTORY     - 1979     GOOD             NGS
 AW5893  HISTORY     - 19940917 GOOD             USPSQD
 AW5893  HISTORY     - 20031210 GOOD             USPSQD
 AW5893  HISTORY     - 20041215 GOOD             USPSQD
 AW5893
 AW5893                          STATION DESCRIPTION
 AW5893
 AW5893'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5893'LOCATED IN THE NORTHEAST PART OF GALVESTON, AT THE NORTHEAST
 AW5893'CORNER OF THE JOHN SEALY HOSPITAL BUILDINGS, AT THE INTERSECTION
 AW5893'OF AVENUE D AND FOURTH STREET.  THE STATION IS THE BALL
 AW5893'ATOP THE LARGE, OVAL MUNICIPAL WATER TANK.  THE TANK IS
 AW5893'ABOUT 150 FEET HIGH.
 AW5893
 AW5893                          STATION RECOVERY (1963)
 AW5893
 AW5893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5893'THE STATION IS APPROXIMATELY 2 MILES SOUTH, FROM THE GALVESTON
 AW5893'SIDE OF THE FERRY LANDING OVER THE GALVESTON BAY.  IT IS
 AW5893'LOCATED IN THE NORTHEAST PART OF GALVESTON AND IS AN EIGHT
 AW5893'LEGGED WATER TANK WHICH IS PAINTED WHITE.  THE INTERSECTING
 AW5893'POINT WAS THE TOP CENTER.
 AW5893'
 AW5893'NOTE--PROBABLY THE SAME AS LOCATED IN 1960.
 AW5893
 AW5893                          STATION RECOVERY (1964)
 AW5893
 AW5893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EKM)
 AW5893'INTERSECTION STATION.  RECOVERED AS DESCRIBED.
 AW5893
 AW5893                          STATION RECOVERY (1974)
 AW5893
 AW5893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AW5893'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5893'
 AW5893'THE STATION IS THE VENT ATOP THE 150 FOOT HIGH, 10 LEGGED,
 AW5893'WHITE, GALVESTON MUNICIPAL WATER TANK.
 AW5893'
 AW5893'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 AW5893'OF HOLIDAY DRIVE AND AVENUE B (THE STRAND) IN GALVESTON.
 AW5893
 AW5893                          STATION RECOVERY (1974)
 AW5893
 AW5893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 AW5893'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5893
 AW5893                          STATION RECOVERY (1978)
 AW5893
 AW5893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AW5893'THE STATION, GALVESTON MUNICIPAL WATER TANK, WAS RECOVERED.
 AW5893'IT WAS NOTED THAT THE TANK IS AT AVENUE B AND 4TH STREET.
 AW5893
 AW5893                          STATION RECOVERY (1979)
 AW5893
 AW5893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5893'STATION RECOVERED IN APPARENT GOOD CONDITION.  TANK HAS 10 LEGS, NOT
 AW5893'8 LEGS.  USE WITH CAUTION.
 AW5893'
 AW5893'RECOVERED AS PREVIOUSLY DESCRIBED.
 AW5893'
 AW5893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW5893
 AW5893                          STATION RECOVERY (1994)
 AW5893
 AW5893'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5893'RECOVERED IN GOOD CONDITION.
 AW5893
 AW5893                          STATION RECOVERY (2003)
 AW5893
 AW5893'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5893'RECOVERED IN GOOD CONDITION.
 AW5893
 AW5893                          STATION RECOVERY (2004)
 AW5893
 AW5893'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5986 ***********************************************************************
 AW5986  DESIGNATION -  GALVESTON SB USE 1900
 AW5986  PID         -  AW5986
 AW5986  STATE/COUNTY-  TX/GALVESTON
 AW5986  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5986
 AW5986                         *CURRENT SURVEY CONTROL
 AW5986  ___________________________________________________________________
 AW5986* NAD 83(1993)-  29 19 49.78774(N)    094 54 50.92555(W)     ADJUSTED  
 AW5986* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW5986  ___________________________________________________________________
 AW5986  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AW5986  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW5986
 AW5986  HORZ ORDER  -  SECOND
 AW5986
 AW5986.The horizontal coordinates were established by classical geodetic methods
 AW5986.and adjusted by the National Geodetic Survey in February 1996..
 AW5986
 AW5986.The orthometric height was scaled from a topographic map.
 AW5986
 AW5986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5986
 AW5986.The geoid height was determined by GEOID03.
 AW5986
 AW5986;                    North         East     Units Scale Factor Converg.
 AW5986;SPC TXSC     - 4,172,855.775   996,713.135   MT  0.99986325   +2 00 06.2
 AW5986;SPC TXSC     -13,690,444.32  3,270,049.68   sFT  0.99986325   +2 00 06.2
 AW5986;UTM  15      - 3,246,123.854   314,140.351   MT  1.00002626   -0 56 16.5
 AW5986
 AW5986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5986!SPC TXSC     -   1.00000389  x   0.99986325  =   0.99986713
 AW5986!UTM  15      -   1.00000389  x   1.00002626  =   1.00003015
 AW5986
 AW5986:                Primary Azimuth Mark                     Grid Az
 AW5986:SPC TXSC     -  GRAIN                                    018 58 51.3
 AW5986:UTM  15      -  GRAIN                                    021 55 14.0
 AW5986
 AW5986|---------------------------------------------------------------------|
 AW5986| PID    Reference Object                     Distance      Geod. Az  |
 AW5986|                                                           dddmmss.s |
 AW5986| AW6025 GRAIN                               APPROX. 5.4 KM 0205857.5 |
 AW5986| AW6032 TX CITY CUT B IN RNG F LT           APPROX. 6.4 KM 0284226.6 |
 AW5986| AW5940 TX CITY CUT A OUT RNG R LT          APPROX. 8.6 KM 0561700.2 |
 AW5986| AW5937 TX CITY CUT A OUT RNG F LT          APPROX. 8.9 KM 0594456.2 |
 AW5986| AW5825 HOUSTON CHAN ENT REAR RG BCN        APPROX.11.2 KM 0622954.0 |
 AW5986| AW5933 TX CITY CUT B OUT RNG F LT          APPROX. 9.6 KM 0643643.7 |
 AW5986| AW5929 TX CITY CUT B OUT RNG R LT          APPROX.10.2 KM 0673406.0 |
 AW5986| AW5926 HOUSTON CHAN ENT FRONT RG BCN       APPROX.11.5 KM 0675214.7 |
 AW5986| AW5934 GALVESTON DIKE WEST END BCN         APPROX. 8.8 KM 1014652.5 |
 AW5986|---------------------------------------------------------------------|
 AW5986
 AW5986                          SUPERSEDED SURVEY CONTROL
 AW5986
 AW5986  NAD 83(1986)-  29 19 49.80229(N)    094 54 50.90662(W) AD(       ) 2
 AW5986  NAD 27      -  29 19 48.95306(N)    094 54 50.19051(W) AD(       ) 2
 AW5986
 AW5986.Superseded values are not recommended for survey control.
 AW5986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5986.See file dsdata.txt to determine how the superseded data were derived.
 AW5986
 AW5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1414046124(NAD 83)
 AW5986_MARKER: B = BOLT
 AW5986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW5986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5986
 AW5986  HISTORY     - Date     Condition        Report By
 AW5986  HISTORY     - 1900     MONUMENTED       USE
 AW5986  HISTORY     - 1931     GOOD             CGS
 AW5986  HISTORY     - 1933     SEE DESCRIPTION  CGS
 AW5986  HISTORY     - 1949     GOOD             HLPCO
 AW5986  HISTORY     - 1960     GOOD             CGS
 AW5986  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5986  HISTORY     - 1960     SEE DESCRIPTION  HLPCO
 AW5986  HISTORY     - 1961     GOOD             CGS
 AW5986  HISTORY     - 1962     GOOD             CGS
 AW5986  HISTORY     - 1965     GOOD             LOCENG
 AW5986  HISTORY     - 1978     GOOD             NGS
 AW5986
 AW5986                          STATION DESCRIPTION
 AW5986
 AW5986'DESCRIBED BY US ENGINEERS 1900
 AW5986'IN THE OPEN PRAIRIE, ABOUT 2 MILES NW OF VIRGINIA POINT RAILROAD
 AW5986'STATION, ABOUT 4-1/2 MILES S OF TEXAS CITY, NEAR THE W LINE OF
 AW5986'BLOCK 175, VIRGINIA POINT CITY.  THE SOIL IS A SANDY LOAM,
 AW5986'COVERED WITH WEESATCH, WITH SLOUGHS ON EITHER SIDE OF THE STATION.
 AW5986'THE ELEVATION OF THE GROUND IS 7.5 FEET ABOVE MEAN LOW WATER.
 AW5986'
 AW5986'THE STATION IS MARKED BY A HOLE IN THE CENTER OF A 3/4-INCH
 AW5986'BRASS PLUG SET IN A CONCRETE MONUMENT, 2-1/2 FEET BELOW THE
 AW5986'SURFACE.  THE PLUG IS COVERED WITH A BRASS MILL-HEADED CAP.
 AW5986'THE SURFACE MARK IS A U.S.E. STANDARD STATION MARK.
 AW5986'
 AW5986'TWO PIECES OF 8- BY 12-INCH PINE TIMBER, PAINTED BLACK, ARE
 AW5986'SET IN THE GROUND, EACH 4 FEET FROM THE STATION, S 11 DEG 14 MIN E.
 AW5986'N 11 DEG 14 MIN E.
 AW5986'
 AW5986'EACH KILOMETER POINT OF THE GALVESTON BASE IS MARKED BY A BRASS
 AW5986'BOLT EMBEDDED IN A MONUMENT OF CONCRETE SIMILAR TO THAT AT THE
 AW5986'STATION.
 AW5986
 AW5986                          STATION RECOVERY (1931)
 AW5986
 AW5986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW5986'FOUND AS DESCRIBED.
 AW5986'
 AW5986'IT IS POSSIBLE TO GET TO THIS STATION BY LIGHT TRUCK IN WET
 AW5986'WEATHER BY DRIVING ACROSS FIELD FROM THE FIRST GATE 3/4 MILE
 AW5986'N OF INTERSECTION OF THREE RAILROADS AND THE GALVESTON-TEXAS
 AW5986'CITY HIGHWAY.  STATION MAY BE REACHED WITHOUT DIFFICULTY IN
 AW5986'DRY WEATHER.
 AW5986
 AW5986                          STATION RECOVERY (1933)
 AW5986
 AW5986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5986'STATION IS LOCATED IN THE OPEN PRAIRIE, ABOUT 4 MILES S OF TEXAS
 AW5986'CITY, ABOUT 2 MILES NNW OF THE VIRGINIA POINT RAILROAD STATION,
 AW5986'ABOUT 1.1 MILES W OF THE W SHORE OF GALVESTON BAY, AND 0.5
 AW5986'MILE NE OF THE SOUTHERN PACIFIC CO. RAILROAD TRACK.
 AW5986'
 AW5986'SURFACE STATION MARK IS A STANDARD 3-INCH PIPE WITH CAP REMOVED.
 AW5986'
 AW5986'NO REFERENCE MARK WAS SET.
 AW5986'
 AW5986'TRUE AZIMUTHS AS FOLLOWS--GALVESTON CAUSEWAY DRAWBRIDGE - 323 DEG.
 AW5986'TEXAS CITY SUGAR REFINERY STACK - 202 DEG.  E WINDMILL OF TWO
 AW5986'WINDMILLS AT NEARBY CATTLE PENS - 168 DEG.
 AW5986'
 AW5986'HEIGHT OF LIGHT ABOVE STATION MARK - 7.6 METERS.
 AW5986
 AW5986                          STATION RECOVERY (1949)
 AW5986
 AW5986'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1949 (JMC)
 AW5986'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION
 AW5986'ABOUT 1.5 FEET BELOW THE SURFACE.  THE STATION CAN BE RECOVERED
 AW5986'BY MEASURING SE ALONG THE CENTER LINE OF THE GALVESTON, HOUSTON
 AW5986'AND HENDERSON RAILROAD TRACK 3518.8 FEET FROM ITS INTERSECTION
 AW5986'WITH WITH THE CENTER LINE OF THE CONCRETE SLAB CROSSING OF STATE
 AW5986'HIGHWAY 146, THEN TURNING AN ANGLE
 AW5986'MEASURING 3156.2 FEET TO THE STATION.  A BROKEN
 AW5986'CONCRETE MONUMENT AT THE SURFACE MEASURES 2.75 FEET W FROM THE
 AW5986'STATION.  THE GALVESTON EAST CAUSEWAY TOWER AND THE HIGH
 AW5986'GRADE PACKING CO. WATER TANK ARE CLEARLY VISIBLE FROM THE
 AW5986'STATION.
 AW5986
 AW5986                          STATION RECOVERY (1960)
 AW5986
 AW5986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5986'THE SUB-SURFACE MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION
 AW5986'MARK WAS FOUND DESTROYED.  THE STATION WAS REMARKED IN THE PRECISE
 AW5986'ORIGINAL LOCATION AND TWO NEW REFERENCE MARKS ESTABLISHED.  THE
 AW5986'RECOVERY NOTE BY H. L. AND P. CO IN 1949 IS ADEQUATE WITH THE
 AW5986'FOLLOWING CHANGES--
 AW5986'
 AW5986'THE STATION IS MARKED BY A STANDARD TRIANGULATION DISK,
 AW5986'STAMPED GALVESTON SOUTH BASE USE 1900 1960, SET IN THE TOP
 AW5986'OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 AW5986'ABOVE THE GROUND.  A WITNESS POST WAS SET 2.0 FEET WEST OF THE
 AW5986'STATION.
 AW5986'
 AW5986'R.M. 1 IS NORTH OF THE STATION.  IT IS MARKED BY A STANDARD DISK,
 AW5986'STAMPED GALVESTON SOUTH BASE USE NO 1 1900 1960, SET IN THE TOP
 AW5986'OF A 8 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 AW5986'ABOVE THE GROUND.
 AW5986'
 AW5986'R.M. 2 IS SOUTHEAST OF THE STATION.  IT IS MARKED BY A STANDARD
 AW5986'DISK, STAMPED GALVESTON SOUTH BASE USE NO 2 1900 1960, SET IN THE
 AW5986'TOP OF A 8 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 AW5986'ABOVE THE GROUND.
 AW5986'
 AW5986'THE CONCRETE MARKER MENTIONED BY THE H.L. AND P. CO IN 1949
 AW5986'IS GONE.
 AW5986
 AW5986                          STATION RECOVERY (1960)
 AW5986
 AW5986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFV)
 AW5986'STATION SEARCHED FOR BUT NOT RECOVERED.  AREA IS NOW OVERGROWN
 AW5986'WITH HIGH GRASS AND ORIGINAL REFERENCE MEASUREMENTS ARE OF NO
 AW5986'VALUE.
 AW5986
 AW5986                          STATION RECOVERY (1960)
 AW5986
 AW5986'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1960
 AW5986'STATION MONUMENT FOUND TO BE IN GOOD CONDITION.  THIS MONUMENT
 AW5986'IS NEW.
 AW5986
 AW5986                          STATION RECOVERY (1961)
 AW5986
 AW5986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW5986'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW5986'THE 1960 RECOVERY NOTE IS COMPLETE.
 AW5986
 AW5986                          STATION RECOVERY (1962)
 AW5986
 AW5986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW5986'RECOVERED IN GOOD CONDITION.  1949 DESCRIPTION PLUS 1960
 AW5986'RECOVERY NOTE ADEQUATE.
 AW5986
 AW5986                          STATION RECOVERY (1965)
 AW5986
 AW5986'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (WHW)
 AW5986'RECOVERED BY J.S. BOYLES AND W.H. WILSON.
 AW5986'
 AW5986'THIS STATION, ORIGINALLY SET BY U.S. ENGR., HAS BEEN RE-OCCUPIED
 AW5986'BY U.S. COAST AND GEODETIC SURVEY.  IT WAS RECOVERED IN MAY 1965.
 AW5986'USC AND GS PUBLISHED DESCRIPTION GOOD.
 AW5986
 AW5986                          STATION RECOVERY (1978)
 AW5986
 AW5986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 AW5986'STATION AND RMS NO. 1 AND NO. 2 WERE RECOVERED AS DESCRIBED IN GOOD
 AW5986'CONDITION.
 AW5986'
 AW5986'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES SOUTH
 AW5986'OF TEXAS CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5958 ***********************************************************************
 AW5958  DESIGNATION -  GALVESTON SHELL OIL CO MAST
 AW5958  PID         -  AW5958
 AW5958  STATE/COUNTY-  TX/GALVESTON
 AW5958  USGS QUAD   -  GALVESTON (1994)
 AW5958
 AW5958                         *CURRENT SURVEY CONTROL
 AW5958  ___________________________________________________________________
 AW5958* NAD 83(1993)-  29 19 25.52536(N)    094 47 14.62146(W)     ADJUSTED  
 AW5958* NAVD 88     -                                                        
 AW5958  ___________________________________________________________________
 AW5958  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW5958  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW5958
 AW5958  HORZ ORDER  -  THIRD
 AW5958
 AW5958.The horizontal coordinates were established by classical geodetic methods
 AW5958.and adjusted by the National Geodetic Survey in February 1996..
 AW5958
 AW5958
 AW5958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5958
 AW5958.The geoid height was determined by GEOID03.
 AW5958
 AW5958;                    North         East     Units Scale Factor Converg.
 AW5958;SPC TXSC     - 4,172,545.965 1,009,041.603   MT  0.99986326   +2 03 49.7
 AW5958;SPC TXSC     -13,689,427.89  3,310,497.33   sFT  0.99986326   +2 03 49.7
 AW5958;UTM  15      - 3,245,182.101   326,438.376   MT  0.99997172   -0 52 32.1
 AW5958
 AW5958                          SUPERSEDED SURVEY CONTROL
 AW5958
 AW5958  NAD 83(1986)-  29 19 25.54060(N)    094 47 14.60209(W) AD(       ) 4
 AW5958  NAD 27      -  29 19 24.68918(N)    094 47 13.90089(W) AD(       ) 3
 AW5958
 AW5958.Superseded values are not recommended for survey control.
 AW5958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5958.See file dsdata.txt to determine how the superseded data were derived.
 AW5958
 AW5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2643845182(NAD 83)
 AW5958_MARKER: 56 = SKELETON TOWER
 AW5958
 AW5958  HISTORY     - Date     Condition        Report By
 AW5958  HISTORY     - 1974     FIRST OBSERVED   NGS
 AW5958  HISTORY     - 19940917 GOOD             USPSQD
 AW5958
 AW5958                          STATION DESCRIPTION
 AW5958
 AW5958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW5958'STATION IS THE CENTER OF THE RED LIGHT, ATOP A 300 FOOT TALL, GUYED,
 AW5958'RED AND WHITE MAST, WITH 2 REFLECTOR FANS ON THE SIDES AND IS OWNED
 AW5958'AND ON PROPERTY OWNED BY SHELL OIL COMPANY.
 AW5958'
 AW5958'THE STATION IS LOCATED ON THE SOUTHEAST EDGE OF PELICAN ISLAND, ON
 AW5958'THE NORTH SIDE OF THE GALVESTON CHANNEL AT THE SHELL OIL COMPANY
 AW5958'OFFICES.
 AW5958
 AW5958                          STATION RECOVERY (1994)
 AW5958
 AW5958'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5883 ***********************************************************************
 AW5883  DESIGNATION -  GALVESTON SO PAC RR CO TANK
 AW5883  PID         -  AW5883
 AW5883  STATE/COUNTY-  TX/GALVESTON
 AW5883  USGS QUAD   -  GALVESTON (1994)
 AW5883
 AW5883                         *CURRENT SURVEY CONTROL
 AW5883  ___________________________________________________________________
 AW5883* NAD 83(1993)-  29 18 14.29730(N)    094 49 09.15472(W)     ADJUSTED  
 AW5883* NAVD 88     -                                                        
 AW5883  ___________________________________________________________________
 AW5883  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AW5883  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW5883
 AW5883  HORZ ORDER  -  THIRD
 AW5883
 AW5883.The horizontal coordinates were established by classical geodetic methods
 AW5883.and adjusted by the National Geodetic Survey in February 1996..
 AW5883
 AW5883
 AW5883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5883
 AW5883.The geoid height was determined by GEOID03.
 AW5883
 AW5883;                    North         East     Units Scale Factor Converg.
 AW5883;SPC TXSC     - 4,170,243.760 1,006,032.096   MT  0.99986339   +2 02 53.6
 AW5883;SPC TXSC     -13,681,874.74  3,300,623.63   sFT  0.99986339   +2 02 53.6
 AW5883;UTM  15      - 3,243,036.990   323,314.422   MT  0.99998522   -0 53 26.3
 AW5883
 AW5883                          SUPERSEDED SURVEY CONTROL
 AW5883
 AW5883  NAD 83(1986)-  29 18 14.31227(N)    094 49 09.13512(W) AD(       ) 4
 AW5883  NAD 27      -  29 18 13.46109(N)    094 49 08.42826(W) AD(       ) 3
 AW5883
 AW5883.Superseded values are not recommended for survey control.
 AW5883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5883.See file dsdata.txt to determine how the superseded data were derived.
 AW5883
 AW5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2331443037(NAD 83)
 AW5883_MARKER: 51 = TANK
 AW5883
 AW5883  HISTORY     - Date     Condition        Report By
 AW5883  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5883  HISTORY     - 1947     GOOD             CGS
 AW5883  HISTORY     - 1960     GOOD             CGS
 AW5883  HISTORY     - 1985     GOOD             USPSQD
 AW5883  HISTORY     - 1990     GOOD             USPSQD
 AW5883  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW5883
 AW5883                          STATION DESCRIPTION
 AW5883
 AW5883'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5883'LOCATED NEAR THE WATERFRONT IN THE NW PART OF GALVESTON,
 AW5883'135 METERS S OF THE MORGAN LINE SLIP AT PIER B, 40 METERS
 AW5883'S OF THE SOUTHERN PACIFIC GRAIN ELEVATOR, AND 58 METERS E
 AW5883'OF THE STREET LEADING TO MORGAN LINE.  STATION IS THE FINIAL
 AW5883'OF THE 150-FOOT METAL WATER TANK (BLACK IN COLOR) ON THE
 AW5883'PROPERTY OF THE SOUTHERN PACIFIC COMPANY.
 AW5883
 AW5883                          STATION RECOVERY (1947)
 AW5883
 AW5883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5883'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5883
 AW5883                          STATION RECOVERY (1960)
 AW5883
 AW5883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5883'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 AW5883'IS GOOD.
 AW5883
 AW5883                          STATION RECOVERY (1985)
 AW5883
 AW5883'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJS)
 AW5883'STATION FOUND GOOD.
 AW5883'
 AW5883'RECOVEED AS DESCRIBED BY JEW 1960.
 AW5883'
 AW5883'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALVESTON.
 AW5883
 AW5883                          STATION RECOVERY (1990)
 AW5883
 AW5883'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW5883'RECOVERED IN GOOD CONDITION.
 AW5883
 AW5883                          STATION RECOVERY (1994)
 AW5883
 AW5883'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5885 ***********************************************************************
 AW5885  DESIGNATION -  GALVESTON SOUTHERN COT CO TANK
 AW5885  PID         -  AW5885
 AW5885  STATE/COUNTY-  TX/GALVESTON
 AW5885  USGS QUAD   -  GALVESTON (1994)
 AW5885
 AW5885                         *CURRENT SURVEY CONTROL
 AW5885  ___________________________________________________________________
 AW5885* NAD 83(1993)-  29 17 49.36240(N)    094 49 04.27212(W)     ADJUSTED  
 AW5885* NAVD 88     -                                                        
 AW5885  ___________________________________________________________________
 AW5885  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AW5885  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5885
 AW5885  HORZ ORDER  -  THIRD
 AW5885
 AW5885.The horizontal coordinates were established by classical geodetic methods
 AW5885.and adjusted by the National Geodetic Survey in February 1996..
 AW5885
 AW5885
 AW5885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5885
 AW5885.The geoid height was determined by GEOID03.
 AW5885
 AW5885;                    North         East     Units Scale Factor Converg.
 AW5885;SPC TXSC     - 4,169,481.342 1,006,191.204   MT  0.99986346   +2 02 56.0
 AW5885;SPC TXSC     -13,679,373.37  3,301,145.64   sFT  0.99986346   +2 02 56.0
 AW5885;UTM  15      - 3,242,267.324   323,434.247   MT  0.99998470   -0 53 23.2
 AW5885
 AW5885                          SUPERSEDED SURVEY CONTROL
 AW5885
 AW5885  NAD 83(1986)-  29 17 49.37744(N)    094 49 04.25269(W) AD(       ) 4
 AW5885  NAD 27      -  29 17 48.52600(N)    094 49 03.54736(W) AD(       ) 3
 AW5885
 AW5885.Superseded values are not recommended for survey control.
 AW5885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5885.See file dsdata.txt to determine how the superseded data were derived.
 AW5885
 AW5885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2343442267(NAD 83)
 AW5885_MARKER: 51 = TANK
 AW5885
 AW5885  HISTORY     - Date     Condition        Report By
 AW5885  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5885  HISTORY     - 1939     GOOD             CGS
 AW5885  HISTORY     - 1947     GOOD             CGS
 AW5885  HISTORY     - 1960     GOOD             CGS
 AW5885  HISTORY     - 1965     GOOD             CGS
 AW5885  HISTORY     - 1985     GOOD             USPSQD
 AW5885  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW5885
 AW5885                          STATION DESCRIPTION
 AW5885
 AW5885'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5885'LOCATED IN THE W PART OF GALVESTON, ON AVENUE F BETWEEN
 AW5885'FORTY-FOURTH AND FORTY-FIFTH STREETS.  STATION IS THE FINIAL
 AW5885'OF THE 150-FOOT METAL WATER TANK (PAINTED DARK GRAY) LOCATED
 AW5885'ON THE PROPERTY OF THE SOUTHERN COTTON COMPANY.
 AW5885
 AW5885                          STATION RECOVERY (1939)
 AW5885
 AW5885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW5885'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE TANK
 AW5885'IS NOW PAINTED ALUMINUM.
 AW5885
 AW5885                          STATION RECOVERY (1947)
 AW5885
 AW5885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5885'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5885
 AW5885                          STATION RECOVERY (1960)
 AW5885
 AW5885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5885'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 AW5885'IS ADEQUATE WITH THE FOLLOWING CORRECTIONS.
 AW5885'
 AW5885'(1) THE TANK IS NOW PAINTED ALUMINUM.
 AW5885
 AW5885                          STATION RECOVERY (1965)
 AW5885
 AW5885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW5885'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTIONS
 AW5885'ARE ADEQUATE.
 AW5885
 AW5885                          STATION RECOVERY (1985)
 AW5885
 AW5885'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJS)
 AW5885'STATION FOUND GOOD.
 AW5885'
 AW5885'RECOVERED AS DESCRIBED BY RHL 1965.
 AW5885'
 AW5885'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALVESTON.
 AW5885
 AW5885                          STATION RECOVERY (1994)
 AW5885
 AW5885'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5908 ***********************************************************************
 AW5908  DESIGNATION -  GALVESTON US MARINE HOSP STK
 AW5908  PID         -  AW5908
 AW5908  STATE/COUNTY-  TX/GALVESTON
 AW5908  USGS QUAD   -  GALVESTON (1994)
 AW5908
 AW5908                         *CURRENT SURVEY CONTROL
 AW5908  ___________________________________________________________________
 AW5908* NAD 83(1993)-  29 17 25.81565(N)    094 48 53.92237(W)     ADJUSTED  
 AW5908* NAVD 88     -                                                        
 AW5908  ___________________________________________________________________
 AW5908  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AW5908  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW5908
 AW5908  HORZ ORDER  -  THIRD
 AW5908
 AW5908.The horizontal coordinates were established by classical geodetic methods
 AW5908.and adjusted by the National Geodetic Survey in February 1996..
 AW5908
 AW5908
 AW5908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5908
 AW5908.The geoid height was determined by GEOID03.
 AW5908
 AW5908;                    North         East     Units Scale Factor Converg.
 AW5908;SPC TXSC     - 4,168,766.911 1,006,496.246   MT  0.99986354   +2 03 01.1
 AW5908;SPC TXSC     -13,677,029.44  3,302,146.43   sFT  0.99986354   +2 03 01.1
 AW5908;UTM  15      - 3,241,538.107   323,702.295   MT  0.99998353   -0 53 17.5
 AW5908
 AW5908                          SUPERSEDED SURVEY CONTROL
 AW5908
 AW5908  NAD 83(1986)-  29 17 25.83072(N)    094 48 53.90315(W) AD(       ) 4
 AW5908  NAD 27      -  29 17 24.97837(N)    094 48 53.19510(W) AD(       ) 3
 AW5908
 AW5908.Superseded values are not recommended for survey control.
 AW5908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5908.See file dsdata.txt to determine how the superseded data were derived.
 AW5908
 AW5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2370241538(NAD 83)
 AW5908_MARKER: 63 = STACK
 AW5908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5908+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 AW5908
 AW5908  HISTORY     - Date     Condition        Report By
 AW5908  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5908  HISTORY     - 1947     GOOD             CGS
 AW5908  HISTORY     - 1960     GOOD             CGS
 AW5908  HISTORY     - 1985     GOOD             USPSQD
 AW5908  HISTORY     - 19940910 GOOD             USPSQD
 AW5908  HISTORY     - 20031215 GOOD             USPSQD
 AW5908
 AW5908                          STATION DESCRIPTION
 AW5908
 AW5908'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5908'LOCATED IN THE W PART OF GALVESTON, JUST S OF THE INTERSECTION
 AW5908'OF FORTY-FOURTH STREET AND AVENUE M, ON THE N SIDE OF THE MAIN
 AW5908'BUILDING OF THE U.S. MARINE HOSPITAL.  STATION IS A 65-FOOT
 AW5908'YELLOW BRICK STACK ON THE PROPERTY OF THE U.S. MARINE
 AW5908'HOSPITAL.
 AW5908
 AW5908                          STATION RECOVERY (1947)
 AW5908
 AW5908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5908'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5908
 AW5908                          STATION RECOVERY (1960)
 AW5908
 AW5908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5908'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 AW5908'IS ADEQUATE FOR RECOVERY.
 AW5908
 AW5908                          STATION RECOVERY (1985)
 AW5908
 AW5908'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJS)
 AW5908'STATION FOUND GOOD.
 AW5908'
 AW5908'OK EXCEPT OBSCURED BY NEW BLDGS. NO LONGER A MARINE HOSPITAL.
 AW5908'POSSIBLY OF NO USE FOR TRIANGULATION.
 AW5908'
 AW5908'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALVESTON.
 AW5908
 AW5908                          STATION RECOVERY (1994)
 AW5908
 AW5908'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5908'RECOVERED IN GOOD CONDITION.
 AW5908
 AW5908                          STATION RECOVERY (2003)
 AW5908
 AW5908'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5908'THE BUILDING IS NOW AN APPARTMENT COMPLEX BUT THE STACK IS STILL
 AW5908'THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5886 ***********************************************************************
 AW5886  DESIGNATION -  GALVESTON US NATL BANK BLDG LT
 AW5886  PID         -  AW5886
 AW5886  STATE/COUNTY-  TX/GALVESTON
 AW5886  USGS QUAD   -  GALVESTON (1994)
 AW5886
 AW5886                         *CURRENT SURVEY CONTROL
 AW5886  ___________________________________________________________________
 AW5886* NAD 83(1993)-  29 18 19.60623(N)    094 47 33.79952(W)     ADJUSTED  
 AW5886* NAVD 88     -                                                        
 AW5886  ___________________________________________________________________
 AW5886  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AW5886  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW5886
 AW5886  HORZ ORDER  -  THIRD
 AW5886
 AW5886.The horizontal coordinates were established by classical geodetic methods
 AW5886.and adjusted by the National Geodetic Survey in February 1996..
 AW5886
 AW5886
 AW5886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5886
 AW5886.The geoid height was determined by GEOID03.
 AW5886
 AW5886;                    North         East     Units Scale Factor Converg.
 AW5886;SPC TXSC     - 4,170,499.340 1,008,597.543   MT  0.99986337   +2 03 40.3
 AW5886;SPC TXSC     -13,682,713.25  3,309,040.44   sFT  0.99986337   +2 03 40.3
 AW5886;UTM  15      - 3,243,160.717   325,889.898   MT  0.99997407   -0 52 39.7
 AW5886
 AW5886                          SUPERSEDED SURVEY CONTROL
 AW5886
 AW5886  NAD 83(1986)-  29 18 19.62147(N)    094 47 33.78007(W) AD(       ) 4
 AW5886  NAD 27      -  29 18 18.77151(N)    094 47 33.07877(W) AD(       ) 3
 AW5886
 AW5886.Superseded values are not recommended for survey control.
 AW5886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5886.See file dsdata.txt to determine how the superseded data were derived.
 AW5886
 AW5886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2589043161(NAD 83)
 AW5886_MARKER: 83 = FLAGSTAFF
 AW5886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5886+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 AW5886
 AW5886  HISTORY     - Date     Condition        Report By
 AW5886  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5886  HISTORY     - 1947     GOOD             CGS
 AW5886  HISTORY     - 1960     GOOD             CGS
 AW5886  HISTORY     - 1979     GOOD             NGS
 AW5886  HISTORY     - 1985     GOOD             USPSQD
 AW5886  HISTORY     - 1990     GOOD             USPSQD
 AW5886  HISTORY     - 19940910 GOOD             USPSQD
 AW5886  HISTORY     - 20031211 GOOD             USPSQD
 AW5886  HISTORY     - 20041215 GOOD             USPSQD
 AW5886
 AW5886                          STATION DESCRIPTION
 AW5886
 AW5886'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5886'AT THE INTERSECTION OF AVENUE D AND TWENTY-SECOND STREET
 AW5886'IN GALVESTON.  STATIONS ARE THE WHITE LIGHT ON THE 20-FOOT
 AW5886'FLAGSTAFF ATOP THE UNITED STATES NATIONAL BANK BUILDING
 AW5886'AND THE FLAGSTAFF 5.1 METERS W OF THE E SIDE OF THE BUILDING
 AW5886'AND 17.5 METERS S OF THE N SIDE.
 AW5886
 AW5886                          STATION RECOVERY (1947)
 AW5886
 AW5886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5886'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5886
 AW5886                          STATION RECOVERY (1960)
 AW5886
 AW5886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5886'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 AW5886'IS ADEQUATE.
 AW5886
 AW5886                          STATION RECOVERY (1979)
 AW5886
 AW5886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5886'RECOVERED IN APPARENT GOOD CONDITION.  THERE IS NO WAY TO ASCERTAIN
 AW5886'WHETHER IT IS THE SAME FLAGSTAFF.
 AW5886'
 AW5886'DESCRIBED--RAH
 AW5886'
 AW5886'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW5886
 AW5886                          STATION RECOVERY (1985)
 AW5886
 AW5886'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJS)
 AW5886'STATION FOUND GOOD.
 AW5886'
 AW5886'RECOVERED AS DESCRIBED BY J.E.W. 1960 EXC. 2 ANTENNAS ALSO A TOP BLDG.
 AW5886'
 AW5886'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALVESTON.
 AW5886
 AW5886                          STATION RECOVERY (1990)
 AW5886
 AW5886'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW5886'RECOVERED IN GOOD CONDITION.
 AW5886
 AW5886                          STATION RECOVERY (1994)
 AW5886
 AW5886'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5886'RECOVERED IN GOOD CONDITION.
 AW5886
 AW5886                          STATION RECOVERY (2003)
 AW5886
 AW5886'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5886'RECOVERED IN GOOD CONDITION.
 AW5886
 AW5886                          STATION RECOVERY (2004)
 AW5886
 AW5886'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2259 ***********************************************************************
 BL2259  DESIGNATION -  GALVESTON WACO AIRWAY BEACON 9
 BL2259  PID         -  BL2259
 BL2259  STATE/COUNTY-  TX/GRIMES
 BL2259  USGS QUAD   -  STONEHAM (1961)
 BL2259
 BL2259                         *CURRENT SURVEY CONTROL
 BL2259  ___________________________________________________________________
 BL2259* NAD 83(1993)-  30 15 20.30700(N)    095 54 46.48456(W)     ADJUSTED  
 BL2259* NAVD 88     -                                                        
 BL2259  ___________________________________________________________________
 BL2259  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BL2259  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL2259
 BL2259  HORZ ORDER  -  THIRD
 BL2259
 BL2259.The horizontal coordinates were established by classical geodetic methods
 BL2259.and adjusted by the National Geodetic Survey in February 1996..
 BL2259
 BL2259
 BL2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2259
 BL2259.The geoid height was determined by GEOID03.
 BL2259
 BL2259;                    North         East     Units Scale Factor Converg.
 BL2259;SPC TX C     - 3,073,743.036 1,125,286.074   MT  0.99996580   +2 16 36.4
 BL2259;SPC TX C     -10,084,438.61  3,691,876.06   sFT  0.99996580   +2 16 36.4
 BL2259;SPC TXSC     - 4,272,387.708   897,058.363   MT  0.99999212   +1 30 44.7
 BL2259;SPC TXSC     -14,016,992.01  2,943,098.98   sFT  0.99999212   +1 30 44.7
 BL2259;UTM  15      - 3,350,704.783   219,719.344   MT  1.00056928   -1 28 07.2
 BL2259
 BL2259                          SUPERSEDED SURVEY CONTROL
 BL2259
 BL2259  NAD 83(1986)-  30 15 20.32113(N)    095 54 46.46753(W) AD(       ) 4
 BL2259  NAD 27      -  30 15 19.56600(N)    095 54 45.62900(W) AD(       ) 3
 BL2259
 BL2259.Superseded values are not recommended for survey control.
 BL2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2259.See file dsdata.txt to determine how the superseded data were derived.
 BL2259
 BL2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1971950705(NAD 83)
 BL2259_MARKER: 22 = AIRWAY BEACON
 BL2259
 BL2259  HISTORY     - Date     Condition        Report By
 BL2259  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2259  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL2259
 BL2259                          STATION DESCRIPTION
 BL2259
 BL2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2259'THIS STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON THE
 BL2259'50-FOOT, SQUARE, SKELETON, STEEL TOWER WHICH IS AIRWAY BEACON
 BL2259'NO. 9 ON THE GALVESTON-WACO AIRLINE.  THE TWO RED COURSE LIGHTS
 BL2259'POINT APPROXIMATELY NW AND SE.  THE SIGNAL OF THE
 BL2259'COURSE LIGHT IS G.
 BL2259'
 BL2259'THE BEACON IS ABOUT 14 MILES SE OF NAVASOTA AND ABOUT 15
 BL2259'MILES NE OF HEMPSTEAD.  THE STATION WAS NOT VISITED FOR
 BL2259'A COMPLETE DESCRIPTION.
 BL2259
 BL2259                          STATION RECOVERY (1999)
 BL2259
 BL2259'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0948 ***********************************************************************
 BM0948  DESIGNATION -  GALVESTON WACO AIRWAY BCN 11
 BM0948  PID         -  BM0948
 BM0948  STATE/COUNTY-  TX/BRAZOS
 BM0948  USGS QUAD   -  FERGUSON CROSSING (1980)
 BM0948
 BM0948                         *CURRENT SURVEY CONTROL
 BM0948  ___________________________________________________________________
 BM0948* NAD 83(1993)-  30 34 04.99918(N)    096 12 40.98901(W)     ADJUSTED  
 BM0948* NAVD 88     -                                                        
 BM0948  ___________________________________________________________________
 BM0948  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 BM0948  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BM0948
 BM0948  HORZ ORDER  -  THIRD
 BM0948
 BM0948.The horizontal coordinates were established by classical geodetic methods
 BM0948.and adjusted by the National Geodetic Survey in February 1996..
 BM0948
 BM0948
 BM0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0948
 BM0948.The geoid height was determined by GEOID03.
 BM0948
 BM0948;                    North         East     Units Scale Factor Converg.
 BM0948;SPC TX C     - 3,107,248.530 1,095,300.780   MT  0.99991016   +2 07 23.0
 BM0948;SPC TX C     -10,194,364.55  3,593,499.31   sFT  0.99991016   +2 07 23.0
 BM0948;UTM  14      - 3,385,044.952   767,461.750   MT  1.00048258   +1 25 08.5
 BM0948
 BM0948                          SUPERSEDED SURVEY CONTROL
 BM0948
 BM0948  NAD 83(1986)-  30 34 05.01313(N)    096 12 40.97122(W) AD(       ) 4
 BM0948  NAD 27      -  30 34 04.29200(N)    096 12 40.12200(W) AD(       ) 3
 BM0948
 BM0948.Superseded values are not recommended for survey control.
 BM0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0948.See file dsdata.txt to determine how the superseded data were derived.
 BM0948
 BM0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU6746285045(NAD 83)
 BM0948_MARKER: 22 = AIRWAY BEACON
 BM0948
 BM0948  HISTORY     - Date     Condition        Report By
 BM0948  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0948  HISTORY     - 1943     GOOD             CGS
 BM0948
 BM0948                          STATION DESCRIPTION
 BM0948
 BM0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0948'STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON THE
 BM0948'50-FOOT SKELETON STEEL TOWER WHICH IS AIRWAY BEACON NO. 11
 BM0948'ON THE GALVESTON-WACO AIRLINE.  THE TWO RED COURSE LIGHTS
 BM0948'POINT APPROXIMATELY NW AND SE.  THE SIGNAL OF THE COURSE
 BM0948'LIGHT IS W.
 BM0948'
 BM0948'THE BEACON IS ABOUT 15 MILES SE OF BRYAN, ABOUT 15 MILES
 BM0948'NW OF NAVASOTA, AND ABOUT 6 MILES NE OF MILLICAN.
 BM0948'
 BM0948'THE STATION WAS NOT VISITED FOR A COMPLETE DESCRIPTION.
 BM0948
 BM0948                          STATION RECOVERY (1943)
 BM0948
 BM0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 BM0948'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0967 ***********************************************************************
 BM0967  DESIGNATION -  GALVESTON WACO AIRWAY BCN 10
 BM0967  PID         -  BM0967
 BM0967  STATE/COUNTY-  TX/GRIMES
 BM0967  USGS QUAD   -  NAVASOTA (1989)
 BM0967
 BM0967                         *CURRENT SURVEY CONTROL
 BM0967  ___________________________________________________________________
 BM0967* NAD 83(1993)-  30 24 10.41950(N)    096 02 54.44402(W)     ADJUSTED  
 BM0967* NAVD 88     -                                                        
 BM0967  ___________________________________________________________________
 BM0967  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BM0967  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BM0967
 BM0967  HORZ ORDER  -  THIRD
 BM0967
 BM0967.The horizontal coordinates were established by classical geodetic methods
 BM0967.and adjusted by the National Geodetic Survey in February 1996..
 BM0967
 BM0967
 BM0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0967
 BM0967.The geoid height was determined by GEOID03.
 BM0967
 BM0967;                    North         East     Units Scale Factor Converg.
 BM0967;SPC TX C     - 3,089,544.085 1,111,623.388   MT  0.99993591   +2 12 25.1
 BM0967;SPC TX C     -10,136,279.22  3,647,051.07   sFT  0.99993591   +2 12 25.1
 BM0967;SPC TXSC     - 4,288,370.233   883,606.355   MT  1.00003673   +1 26 45.6
 BM0967;SPC TXSC     -14,069,428.01  2,898,965.18   sFT  1.00003673   +1 26 45.6
 BM0967;UTM  14      - 3,367,129.143   783,574.218   MT  1.00059217   +1 29 40.9
 BM0967;UTM  15      - 3,367,376.211   207,110.431   MT  1.00065844   -1 32 37.9
 BM0967
 BM0967                          SUPERSEDED SURVEY CONTROL
 BM0967
 BM0967  NAD 83(1986)-  30 24 10.43339(N)    096 02 54.42680(W) AD(       ) 4
 BM0967  NAD 27      -  30 24 09.69200(N)    096 02 53.58600(W) AD(       ) 3
 BM0967
 BM0967.Superseded values are not recommended for survey control.
 BM0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0967.See file dsdata.txt to determine how the superseded data were derived.
 BM0967
 BM0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8357467129(NAD 83)
 BM0967_MARKER: 22 = AIRWAY BEACON
 BM0967
 BM0967  HISTORY     - Date     Condition        Report By
 BM0967  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0967  HISTORY     - 1943     GOOD             CGS
 BM0967  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0967
 BM0967                          STATION DESCRIPTION
 BM0967
 BM0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0967'THIS STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT ON A
 BM0967'50-FOOT SQUARE SKELETON STEEL TOWER WHICH IS AIRWAY BEACON
 BM0967'NO. 10 ON THE GALVESTON-WACO AIRLINE.
 BM0967'
 BM0967'THE TWO GREEN COURSE LIGHTS POINT APPROXIMATELY NW AND SE.
 BM0967'THE SIGNAL OF THE COURSE LIGHT IS M.
 BM0967'
 BM0967'THE BEACON IS ABOUT 2-1/2 MILES NE OF NAVASOTA, AND 7 MILES
 BM0967'SSW OF ANDERSON, AND ABOUT 1/2 MILE SE OF HIGHWAY TEXAS 90,
 BM0967'AT A DEPARTMENT OF COMMERCE EMERGENCY LANDING FIELD.
 BM0967'
 BM0967'THE BEACON IS ON TOP OF A BARE HILL AND IS VERY PROMINENT.
 BM0967
 BM0967                          STATION RECOVERY (1943)
 BM0967
 BM0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 BM0967'FOUND IN GOOD CONDITION.
 BM0967
 BM0967                          STATION RECOVERY (1994)
 BM0967
 BM0967'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5875 ***********************************************************************
 AW5875  DESIGNATION -  GALVESTON WHARF CO PIER 40 TK
 AW5875  PID         -  AW5875
 AW5875  STATE/COUNTY-  TX/GALVESTON
 AW5875  USGS QUAD   -  GALVESTON (1994)
 AW5875
 AW5875                         *CURRENT SURVEY CONTROL
 AW5875  ___________________________________________________________________
 AW5875* NAD 83(1993)-  29 18 17.19686(N)    094 48 54.69871(W)     ADJUSTED  
 AW5875* NAVD 88     -                                                        
 AW5875  ___________________________________________________________________
 AW5875  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AW5875  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW5875
 AW5875  HORZ ORDER  -  THIRD
 AW5875
 AW5875.The horizontal coordinates were established by classical geodetic methods
 AW5875.and adjusted by the National Geodetic Survey in February 1996..
 AW5875
 AW5875
 AW5875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5875
 AW5875.The geoid height was determined by GEOID03.
 AW5875
 AW5875;                    North         East     Units Scale Factor Converg.
 AW5875;SPC TXSC     - 4,170,346.914 1,006,418.721   MT  0.99986338   +2 03 00.7
 AW5875;SPC TXSC     -13,682,213.17  3,301,892.09   sFT  0.99986338   +2 03 00.7
 AW5875;UTM  15      - 3,243,120.196   323,705.875   MT  0.99998351   -0 53 19.3
 AW5875
 AW5875                          SUPERSEDED SURVEY CONTROL
 AW5875
 AW5875  NAD 83(1986)-  29 18 17.21190(N)    094 48 54.67930(W) AD(       ) 4
 AW5875  NAD 27      -  29 18 16.36080(N)    094 48 53.97396(W) AD(       ) 3
 AW5875
 AW5875.Superseded values are not recommended for survey control.
 AW5875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5875.See file dsdata.txt to determine how the superseded data were derived.
 AW5875
 AW5875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2370643120(NAD 83)
 AW5875_MARKER: 51 = TANK
 AW5875
 AW5875  HISTORY     - Date     Condition        Report By
 AW5875  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5875  HISTORY     - 1939     GOOD             CGS
 AW5875  HISTORY     - 1947     GOOD             CGS
 AW5875  HISTORY     - 1960     GOOD             CGS
 AW5875  HISTORY     - 1962     GOOD             CGS
 AW5875  HISTORY     - 1965     GOOD             CGS
 AW5875  HISTORY     - 1979     GOOD             NGS
 AW5875  HISTORY     - 1985     GOOD             USPSQD
 AW5875  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW5875  HISTORY     - 19960714 GOOD             USPSQD
 AW5875  HISTORY     - 20020112 MARK NOT FOUND   USPSQD
 AW5875
 AW5875                          STATION DESCRIPTION
 AW5875
 AW5875'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5875'LOCATED NEAR THE WATERFRONT IN THE CITY OF GALVESTON, 70 METERS
 AW5875'S OF THE SLIP BETWEEN PIERS 40 AND 41.  STATION IS THE FINIAL OF
 AW5875'THE 150-FOOT METAL WATER TANK LOCATED ON THE PROPERTY OF THE
 AW5875'GALVESTON WHARF COMPANY.  THE TANK IS SLATE-COLORED.
 AW5875
 AW5875                          STATION RECOVERY (1939)
 AW5875
 AW5875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW5875'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE TANK IS
 AW5875'NOW PAINTED ALUMINUM.
 AW5875
 AW5875                          STATION RECOVERY (1947)
 AW5875
 AW5875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5875'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE TANK
 AW5875'IS NOW PAINTED BLACK.
 AW5875
 AW5875                          STATION RECOVERY (1960)
 AW5875
 AW5875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5875'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 AW5875'ADEQUATE WITH THE FOLLOWING ADDITION.
 AW5875'
 AW5875'THE TANK IS NOW PAINTED ALUMINUM.
 AW5875
 AW5875                          STATION RECOVERY (1962)
 AW5875
 AW5875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW5875'RECOVERED IN GOOD CONDITION.  DESCIPTION ADEQUATE.
 AW5875
 AW5875                          STATION RECOVERY (1965)
 AW5875
 AW5875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW5875'STATION RECOVERED IN GOOD CONDITION.
 AW5875
 AW5875                          STATION RECOVERY (1979)
 AW5875
 AW5875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5875'RECOVERED IN GOOD CONDITION.
 AW5875'
 AW5875'THE TANK IS NOW PAINTED WHITE WITH GALVESTON WHARVES IN BLACK
 AW5875'LETTERS.
 AW5875'
 AW5875'DESCRIPTION OF EOH IN 1933 IS OTHERWISE ADEQUATE.
 AW5875'
 AW5875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW5875
 AW5875                          STATION RECOVERY (1985)
 AW5875
 AW5875'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJS)
 AW5875'STATION FOUND GOOD.
 AW5875'
 AW5875'RECOVERED AS DESC. BY RHL 1965.
 AW5875'
 AW5875'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALVESTON.
 AW5875
 AW5875                          STATION RECOVERY (1994)
 AW5875
 AW5875'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5875'MARK NOT FOUND.
 AW5875
 AW5875                          STATION RECOVERY (1996)
 AW5875
 AW5875'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5875'RECOVERED IN GOOD CONDITION.
 AW5875
 AW5875                          STATION RECOVERY (2002)
 AW5875
 AW5875'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5905 ***********************************************************************
 AW5905  DESIGNATION -  GALVESTON WHARF CO PIER 34 TK
 AW5905  PID         -  AW5905
 AW5905  STATE/COUNTY-  TX/GALVESTON
 AW5905  USGS QUAD   -  GALVESTON (1994)
 AW5905
 AW5905                         *CURRENT SURVEY CONTROL
 AW5905  ___________________________________________________________________
 AW5905* NAD 83(1993)-  29 18 20.09333(N)    094 48 29.62227(W)     ADJUSTED  
 AW5905* NAVD 88     -                                                        
 AW5905  ___________________________________________________________________
 AW5905  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AW5905  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW5905
 AW5905  HORZ ORDER  -  THIRD
 AW5905
 AW5905.The horizontal coordinates were established by classical geodetic methods
 AW5905.and adjusted by the National Geodetic Survey in February 1996..
 AW5905
 AW5905
 AW5905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5905
 AW5905.The geoid height was determined by GEOID03.
 AW5905
 AW5905;                    North         East     Units Scale Factor Converg.
 AW5905;SPC TXSC     - 4,170,460.251 1,007,091.727   MT  0.99986337   +2 03 13.0
 AW5905;SPC TXSC     -13,682,585.01  3,304,100.11   sFT  0.99986337   +2 03 13.0
 AW5905;UTM  15      - 3,243,198.887   324,383.887   MT  0.99998057   -0 53 07.1
 AW5905
 AW5905                          SUPERSEDED SURVEY CONTROL
 AW5905
 AW5905  NAD 83(1986)-  29 18 20.10840(N)    094 48 29.60285(W) AD(       ) 4
 AW5905  NAD 27      -  29 18 19.25720(N)    094 48 28.89787(W) AD(       ) 3
 AW5905
 AW5905.Superseded values are not recommended for survey control.
 AW5905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5905.See file dsdata.txt to determine how the superseded data were derived.
 AW5905
 AW5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2438443199(NAD 83)
 AW5905_MARKER: 51 = TANK
 AW5905
 AW5905  HISTORY     - Date     Condition        Report By
 AW5905  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW5905  HISTORY     - 1939     GOOD             CGS
 AW5905  HISTORY     - 1947     GOOD             CGS
 AW5905  HISTORY     - 1960     GOOD             CGS
 AW5905  HISTORY     - 1962     GOOD             CGS
 AW5905  HISTORY     - 1965     GOOD             CGS
 AW5905  HISTORY     - 1979     GOOD             NGS
 AW5905  HISTORY     - 1985     GOOD             USPSQD
 AW5905  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW5905  HISTORY     - 19960714 GOOD             USPSQD
 AW5905  HISTORY     - 20020112 MARK NOT FOUND   USPSQD
 AW5905
 AW5905                          STATION DESCRIPTION
 AW5905
 AW5905'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5905'LOCATED NEAR THE WATERFRONT IN THE CITY OF GALVESTON, 58
 AW5905'METERS SE OF THE SE CORNER OF THE SLIP BETWEEN PIER 33
 AW5905'AND PIER 35.  THE STATION IS THE FINIAL OF THE 150-FOOT
 AW5905'METAL WATER TANK (SLATE-COLORED) ON THE PROPERTY OF THE GALVESTON
 AW5905'WHARF COMPANY.
 AW5905
 AW5905                          STATION RECOVERY (1939)
 AW5905
 AW5905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GCM)
 AW5905'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE TANK IS NOW
 AW5905'PAINTED ALUMINUM.
 AW5905
 AW5905                          STATION RECOVERY (1947)
 AW5905
 AW5905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5905'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT
 AW5905'THAT THE TANK IS NOW PAINTED BLACK.
 AW5905
 AW5905                          STATION RECOVERY (1960)
 AW5905
 AW5905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5905'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 AW5905'IS ADEQUATE WITH THE FOLLOWING ADDITION--
 AW5905'
 AW5905'(1) THE TANK IS NOW PAINTED ALUMINUM.
 AW5905
 AW5905                          STATION RECOVERY (1962)
 AW5905
 AW5905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW5905'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 AW5905
 AW5905                          STATION RECOVERY (1965)
 AW5905
 AW5905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW5905'STATION RECOVERED IN GOOD CONDITION.
 AW5905
 AW5905                          STATION RECOVERY (1979)
 AW5905
 AW5905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5905'RECOVERED IN GOOD CONDITION.
 AW5905'
 AW5905'THE TANK IS NOW WHITE.  GALVESTON WHARVES IS IN BLACK LETTERS ON
 AW5905'TANK.
 AW5905'
 AW5905'DESCRIPTION OF EOH IN 1933 IS OTHERWISE ADEQUATE.
 AW5905'
 AW5905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW5905
 AW5905                          STATION RECOVERY (1985)
 AW5905
 AW5905'RECOVERY NOTE BY US POWER SQUADRON 1985 (EJS)
 AW5905'STATION FOUND GOOD.
 AW5905'
 AW5905'RECOVERED AS DESC. BY RHL 1965.
 AW5905'
 AW5905'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALVESTON.
 AW5905
 AW5905                          STATION RECOVERY (1994)
 AW5905
 AW5905'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5905'MARK NOT FOUND.
 AW5905
 AW5905                          STATION RECOVERY (1996)
 AW5905
 AW5905'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5905'RECOVERED IN GOOD CONDITION.
 AW5905
 AW5905                          STATION RECOVERY (2002)
 AW5905
 AW5905'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5877 ***********************************************************************
 AW5877  DESIGNATION -  GALVEZ
 AW5877  PID         -  AW5877
 AW5877  STATE/COUNTY-  TX/GALVESTON
 AW5877  USGS QUAD   -  GALVESTON (1994)
 AW5877
 AW5877                         *CURRENT SURVEY CONTROL
 AW5877  ___________________________________________________________________
 AW5877* NAD 83(1993)-  29 17 49.75107(N)    094 50 49.35948(W)     ADJUSTED  
 AW5877* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5877  ___________________________________________________________________
 AW5877  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AW5877  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW5877
 AW5877  HORZ ORDER  -  SECOND
 AW5877
 AW5877.The horizontal coordinates were established by classical geodetic methods
 AW5877.and adjusted by the National Geodetic Survey in February 1996..
 AW5877
 AW5877.The orthometric height was scaled from a topographic map.
 AW5877
 AW5877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5877
 AW5877.The geoid height was determined by GEOID03.
 AW5877
 AW5877;                    North         East     Units Scale Factor Converg.
 AW5877;SPC TXSC     - 4,169,392.268 1,003,356.804   MT  0.99986346   +2 02 04.5
 AW5877;SPC TXSC     -13,679,081.13  3,291,846.45   sFT  0.99986346   +2 02 04.5
 AW5877;UTM  15      - 3,242,323.685   320,598.647   MT  0.99999715   -0 54 14.7
 AW5877
 AW5877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5877!SPC TXSC     -   1.00000403  x   0.99986346  =   0.99986749
 AW5877!UTM  15      -   1.00000403  x   0.99999715  =   1.00000118
 AW5877
 AW5877:                Primary Azimuth Mark                     Grid Az
 AW5877:SPC TXSC     -  TX CITY CUT A OUT RNG R LT               002 02 01.2
 AW5877:UTM  15      -  TX CITY CUT A OUT RNG R LT               004 58 20.4
 AW5877
 AW5877|---------------------------------------------------------------------|
 AW5877| PID    Reference Object                     Distance      Geod. Az  |
 AW5877|                                                           dddmmss.s |
 AW5877| AW5940 TX CITY CUT A OUT RNG R LT          APPROX. 8.5 KM 0040405.7 |
 AW5877| AW5937 TX CITY CUT A OUT RNG F LT          APPROX. 8.2 KM 0080328.8 |
 AW5877| AW5933 TX CITY CUT B OUT RNG F LT          APPROX. 8.1 KM 0151821.6 |
 AW5877| AW5825 HOUSTON CHAN ENT REAR RG BCN        APPROX. 9.5 KM 0205836.7 |
 AW5877| AW5929 TX CITY CUT B OUT RNG R LT          APPROX. 8.1 KM 0210145.8 |
 AW5877| AW5926 HOUSTON CHAN ENT FRONT RG BCN       APPROX. 9.0 KM 0272154.6 |
 AW5877| AW5891 PORT BOLIVAR REAR RANGE BEACON      APPROX.10.1 KM 0364107.2 |
 AW5877| AW5934 GALVESTON DIKE WEST END BCN         APPROX. 2.8 KM 0470525.3 |
 AW5877| AW5883 GALVESTON SO PAC RR CO TANK         APPROX. 2.8 KM 0742245.7 |
 AW5877| CV9808 GALVEZ RM 1                          26.020 METERS 07505     |
 AW5877| AW5908 GALVESTON US MARINE HOSP STK        APPROX. 3.2 KM 1031800.3 |
 AW5877| CV9809 GALVEZ RM 2                          25.070 METERS 15723     |
 AW5877| AW6025 GRAIN                               APPROX. 9.8 KM 3320948.9 |
 AW5877| AW6034 TX CITY CUT B IN RNG R LT           APPROX.10.3 KM 3364244.0 |
 AW5877| AW6032 TX CITY CUT B IN RNG F LT           APPROX. 9.9 KM 3394450.7 |
 AW5877|---------------------------------------------------------------------|
 AW5877
 AW5877                          SUPERSEDED SURVEY CONTROL
 AW5877
 AW5877  NAD 83(1986)-  29 17 49.76590(N)    094 50 49.33990(W) AD(       ) 2
 AW5877  NAD 27      -  29 17 48.91297(N)    094 50 48.63183(W) AD(       ) 2
 AW5877
 AW5877.Superseded values are not recommended for survey control.
 AW5877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5877.See file dsdata.txt to determine how the superseded data were derived.
 AW5877
 AW5877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2059942324(NAD 83)
 AW5877_MARKER: DS = TRIANGULATION STATION DISK
 AW5877_SETTING: 0 = UNSPECIFIED SETTING
 AW5877
 AW5877  HISTORY     - Date     Condition        Report By
 AW5877  HISTORY     - 1933     MONUMENTED       CGS
 AW5877  HISTORY     - 1942     GOOD             CGS
 AW5877  HISTORY     - 1947     GOOD             CGS
 AW5877  HISTORY     - 1960     GOOD             CGS
 AW5877  HISTORY     - 1960     GOOD             CGS
 AW5877  HISTORY     - 1962     GOOD             CGS
 AW5877  HISTORY     - 1963     POOR             CGS
 AW5877  HISTORY     - 1965     SEE DESCRIPTION  CGS
 AW5877  HISTORY     - 1966     GOOD             CGS
 AW5877  HISTORY     - 1966     MARK NOT FOUND   CGS
 AW5877  HISTORY     - 1966     MARK NOT FOUND   CGS
 AW5877  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW5877
 AW5877                          STATION DESCRIPTION
 AW5877
 AW5877'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5877'STATION IS LOCATED AT THE W EDGE OF THE CITY OF GALVESTON,
 AW5877'ON WEST BAY POINT, 1 MILE ENE OF THE E END OF THE CAUSEWAY,
 AW5877'ABOUT 0.3 MILE N OF N SIDE OF THE SANTA FE RY. FREIGHT YARD, 68
 AW5877'METERS S OF BAYSHORE, 14 METERS S TO SMALL GROVE OF SALT CEDARS,
 AW5877'AND 30.5 METERS N TO THE E RAILROAD TIE STANDING UPRIGHT IN
 AW5877'THE GROUND.
 AW5877'
 AW5877'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW5877'SET IN CONCRETE.
 AW5877'
 AW5877'HEIGHT OF LIGHT ABOVE STATION MARK - 12.2 METERS.
 AW5877
 AW5877                          STATION RECOVERY (1942)
 AW5877
 AW5877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HCA)
 AW5877'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 AW5877'GOOD CONDITION.  SALT CEDAR GROVE IS FENCED IN.
 AW5877'
 AW5877'STATION MARK IS STAMPED GALVEZ 1933 AND PROJECTS ABOUT 4 INCHES.
 AW5877'
 AW5877'REFERENCE MARK 1 IS STAMPED GALVEZ NO 1 1933 AND PROJECTS ABOUT 2
 AW5877'INCHES.
 AW5877'
 AW5877'REFERENCE MARK 2 IS STAMPED GALVEZ NO 2 1933 AND PROJECTS
 AW5877'ABOUT 2 INCHES.
 AW5877
 AW5877                          STATION RECOVERY (1947)
 AW5877
 AW5877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5877'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED WITH
 AW5877'THE FOLLOWING EXCEPTIONS--
 AW5877'
 AW5877'1.  THE FENCE AROUND SALT CEDARS IS GONE.
 AW5877'
 AW5877'2.  THE DISTANCE TO THE SHORELINE IS NOW 40 METERS INSTEAD
 AW5877'OF 68 METERS.
 AW5877
 AW5877                          STATION RECOVERY (1960)
 AW5877
 AW5877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LFV)
 AW5877'STATION AND REFERENCE MARKS RECOVERED.  AREA IS NOW OVERGROWN
 AW5877'WITH HIGH GRASS AND ORIGINAL REFERENCE MEASUREMENTS ARE OF NO
 AW5877'VALUE.
 AW5877
 AW5877                          STATION RECOVERY (1960)
 AW5877
 AW5877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5877'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW5877'REVISED DESCRIPTION FOLLOWS.  STATION IS LOCATED AT THE WEST
 AW5877'EDGE OF GALVESTON, ON WEST BAY POINT, ABOUT 1 MILE EAST-NORTHEAST
 AW5877'OF THE EAST END OF THE CAUSEWAY, ABOUT 0.3 MILE NORTH OF THE
 AW5877'SANTA FE RAILROAD FREIGHT YARDS, 21.0 FEET SOUTH OF THE BAYSHORE,
 AW5877'35.0 FEET NORTH OF A CLUMP OF SALT CEDAR AND 1.5 FEET SOUTH OF
 AW5877'A WITNESS POST.  A STANDARD DISK STAMPED GALVEZ 1933 IN TOP OF
 AW5877'A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 AW5877'
 AW5877'R.M. 1 IS 25.99 METERS (85.27 FEET) EAST OF THE STATION, IN
 AW5877'THE MARSH.  A STANDARD DISK STAMPED R.M. 1 1933 IN TOP OF A 12
 AW5877'INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 AW5877'
 AW5877'R.M. 2 IS 25.49 METERS (83.63 FEET) SOUTH OF THE STATION.  A
 AW5877'STANDARD DISK STAMPED R.M. 2 1933 IN TOP OF A 12 INCH CONCRETE
 AW5877'MONUMENT WHICH PROJECTS 2 INCHES.
 AW5877'
 AW5877'TO REACH FROM THE 61ST. STREET OVERPASS IN THE WEST PART OF
 AW5877'GALVESTON, GO NORTHWEST ON U.S. 75 1.15 MILES TO A SHELL ROAD
 AW5877'RIGHT, TURN RIGHT AND FOLLOW SHELL ROAD 0.45 MILE TO A DIRT ROAD
 AW5877'RIGHT, TURN RIGHT AND FOLLOW DIRT ROAD 0.8 MILE TO THE STATION
 AW5877'ON THE LEFT.
 AW5877
 AW5877                          STATION RECOVERY (1962)
 AW5877
 AW5877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW5877'RECOVERED IN GOOD CONDITION.  STATION MARK IS AT MHWL AND
 AW5877'PROJECTS 8 INCHES. 1960 DESCRIPTION ADEQUATE.
 AW5877
 AW5877                          STATION RECOVERY (1963)
 AW5877
 AW5877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5877'STATION PARTILLY EXPOSED BY WATER EROSION.  THE 1960 DESCRIPTION
 AW5877'BY J.K.W. IS ADEQUATE.
 AW5877
 AW5877                          STATION RECOVERY (1965)
 AW5877
 AW5877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW5877'UNDERGROUND MARK RECOVERED.  THE SURFACE MARK HAS BEEN WASHED
 AW5877'OUT.  THE UNDERGROUND MARK IS UNDER WATER AT HIGH WATER.  THE
 AW5877'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AW5877
 AW5877                          STATION RECOVERY (1966)
 AW5877
 AW5877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLW)
 AW5877'THE STATION WAS RECOVERED AS DESCRIBED
 AW5877'
 AW5877'REFERENCE MARK NUMBER 1 HAS BEEN DESTROYED BY EROSION.
 AW5877'
 AW5877'REFERENCE MARK NUMBER 2 WAS RECOVERED IN GOOD CONDITION.
 AW5877
 AW5877                          STATION RECOVERY (1966)
 AW5877
 AW5877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAR)
 AW5877'DESTROYED.  THE STATION WAS FOUND LYING IN THE WATER.  THE DISKS
 AW5877'WERE REMOVED BY PARTY.  R.M. 1 AND R.M. 2 WERE RECOVERED IN
 AW5877'GOOD CONDITION.
 AW5877
 AW5877                          STATION RECOVERY (1966)
 AW5877
 AW5877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 AW5877'THE STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE FOUND TO
 AW5877'BE DESTROYED.  REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD
 AW5877'CONDITION.  THE UNDER GROUND STATION MARK WAS SEARCHED FOR
 AW5877'BUT NOT FOUND.  THE MARK MAY STILL EXIST BUT IS UNDER WATER
 AW5877'EXCEPT AT LOW TIDE.
 AW5877'
 AW5877'TO REACH THE STATION FROM U.S. HIGHWAY 75 OVERPASS AND 61ST
 AW5877'STREET IN THE WEST PART OF GALVESTON, GO NORTHWEST ON U.S.
 AW5877'HIGHWAY 75 FOR 1.1 MILES TO 77TH STREET.  TURN RIGHT AND FOLLOW
 AW5877'77TH STREET FOR 0.45 MILE TO PORT INDUSTRIAL ROAD.  TURN RIGHT
 AW5877'ON PORT INDUSTRIAL ROAD, GO 0.8 MILE TO A TRACK ROAD ON THE LEFT.
 AW5877'TURN LEFT, GO ABOUT 100 YARDS ON THE TRACK ROAD TO END OF TRUCK
 AW5877'TRAVEL, AND STATION ABOUT 50 YARDS ON THE RIGHT.
 AW5877'
 AW5877'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST
 AW5877'EDGE OF GALVESTON.
 AW5877
 AW5877                          STATION RECOVERY (1999)
 AW5877
 AW5877'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2729 ***********************************************************************
 AX2729  DESIGNATION -  GANADO
 AX2729  PID         -  AX2729
 AX2729  STATE/COUNTY-  TX/JACKSON
 AX2729  USGS QUAD   -  GANADO (1981)
 AX2729
 AX2729                         *CURRENT SURVEY CONTROL
 AX2729  ___________________________________________________________________
 AX2729* NAD 83(1993)-  29 03 02.29299(N)    096 30 09.65724(W)     ADJUSTED  
 AX2729* NAVD 88     -        19.2    (meters)      63.     (feet)  VERTCON   
 AX2729  ___________________________________________________________________
 AX2729  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AX2729  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2729
 AX2729  HORZ ORDER  -  FIRST
 AX2729
 AX2729.The horizontal coordinates were established by classical geodetic methods
 AX2729.and adjusted by the National Geodetic Survey in February 1996..
 AX2729
 AX2729.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2729
 AX2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2729
 AX2729.The geoid height was determined by GEOID03.
 AX2729
 AX2729;                    North         East     Units Scale Factor Converg.
 AX2729;SPC TXSC     - 4,137,506.319   843,168.425   MT  0.99987547   +1 13 24.5
 AX2729;SPC TXSC     -13,574,468.65  2,766,295.07   sFT  0.99987547   +1 13 24.5
 AX2729;UTM  14      - 3,216,170.043   743,160.884   MT  1.00032969   +1 12 47.7
 AX2729
 AX2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2729!SPC TXSC     -   1.00000128  x   0.99987547  =   0.99987675
 AX2729!UTM  14      -   1.00000128  x   1.00032969  =   1.00033097
 AX2729
 AX2729|---------------------------------------------------------------------|
 AX2729| PID    Reference Object                     Distance      Geod. Az  |
 AX2729|                                                           dddmmss.s |
 AX2729| CV7190 GANADO RM 1                          23.993 METERS 18701     |
 AX2729| AX2734 GANADO AZ MK                        APPROX. 1.2 KM 2652442.6 |
 AX2729| CV7191 GANADO RM 2                          26.342 METERS 28150     |
 AX2729|---------------------------------------------------------------------|
 AX2729
 AX2729                          SUPERSEDED SURVEY CONTROL
 AX2729
 AX2729  NAD 83(1986)-  29 03 02.30717(N)    096 30 09.64392(W) AD(       ) 1
 AX2729  NAD 27      -  29 03 01.37849(N)    096 30 08.74587(W) AD(       ) 1
 AX2729  NGVD 29 (07/19/86)   19.2    (m)           63.     (f) VERT ANG       
 AX2729
 AX2729.Superseded values are not recommended for survey control.
 AX2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2729.See file dsdata.txt to determine how the superseded data were derived.
 AX2729
 AX2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4316116170(NAD 83)
 AX2729_MARKER: DS = TRIANGULATION STATION DISK
 AX2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AX2729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2729+STABILITY: SURFACE MOTION
 AX2729
 AX2729  HISTORY     - Date     Condition        Report By
 AX2729  HISTORY     - 1980     MONUMENTED       NGS
 AX2729  HISTORY     - 19980725 GOOD             USPSQD
 AX2729
 AX2729                          STATION DESCRIPTION
 AX2729
 AX2729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2729'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF THE CENTER OF
 AX2729'GANADO, ON HIGHWAY RIGHT-OF-WAY, IN A LARGE GRASSY AREA BETWEEN
 AX2729'HIGHWAY 59, A SERVICE ROAD AND AIRPORT ROAD WHICH GOES UNDERNEATH
 AX2729'HIGHWAY 59.
 AX2729'
 AX2729'TO REACH THE STATION FROM THE OVERPASS BRIDGE OF U.S. HIGHWAY 59
 AX2729'AND FARM ROAD 710, IN THE NORTHWEST SECTION OF GANADO, GO
 AX2729'NORTHEAST ON HIGHWAY 59 FOR 0.65 MILE TO AN EXIT FOR AIRPORT ROAD.
 AX2729'BEAR RIGHT, EAST, FOR 0.05 MILE TO A SERVICE ROAD RUNNING ALONG
 AX2729'THE SIDE OF HIGHWAY 59.  TURN LEFT AND GO NORTHEAST ON SERVICE
 AX2729'ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AX2729'THE AZIMUTH MARK FOR THIS STATION IS SET IN THE MEDIAN BETWEEN
 AX2729'THE NORTH AND SOUTH BOUND LANES OF U.S. HIGHWAY 59, AT THE
 AX2729'NORTHEAST SIDE OF THE BRIDGE AND OVERPASS OF HIGHWAY 59 AND FARM
 AX2729'ROAD 710.
 AX2729'
 AX2729'THE STATION IS A STANDARD NGS DISK
 AX2729'STAMPED---GANADO 1980---,
 AX2729'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AX2729'FLUSH WITH GROUND.  IT IS LOCATED
 AX2729'160 FEET SOUTH FROM THE SOUTHEAST CORNER OF A BRIDGE ON HIGHWAY
 AX2729'59,
 AX2729'155 FEET NORTH FROM THE CENTER OF THE PAVED SERVICE ROAD AND
 AX2729'133 FEET WEST FROM THE CENTER OF AIRPORT ROAD.
 AX2729'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AX2729'STAMPED---GANADO 1980---,
 AX2729'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 AX2729'
 AX2729'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 AX2729'STAMPED---GANADO NO 1 1980---,
 AX2729'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AX2729'FLUSH WITH GROUND.  IT IS LOCATED
 AX2729'143 FEET WEST FROM THE CENTER OF AIRPORT ROAD AND
 AX2729'76 FEET NORTH FROM THE CENTER OF THE SERVICE ROAD ALONG HIGHWAY 59.
 AX2729'MARK IS LEVEL WITH STATION.
 AX2729'
 AX2729'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 AX2729'STAMPED---GANADO NO 2 1980---,
 AX2729'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AX2729'FLUSH WITH GROUND.  IT IS LOCATED
 AX2729'171 FEET NORTH-NORTHWEST FROM THE CENTER OF THE SERVICE ROAD
 AX2729'162.6 FEET SOUTH FROM THE SOUTHEAST CORNER OF THE BRIDGE ON HIGHWAY
 AX2729'59.
 AX2729'MARK IS LEVEL WITH STATION.
 AX2729'
 AX2729'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 AX2729'STAMPED---GANADO 1980---,
 AX2729'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AX2729'FLUSH WITH GROUND.  IT IS LOCATED
 AX2729'54.6 FEET SOUTHEAST FROM THE CENTER OF THE SOUTH BOUND LANE OF
 AX2729'HIGHWAY 59,
 AX2729'46 FEET NORTH-NORTHWEST FROM THE CENTER OF NORTH BOUND LANE OF
 AX2729'HIGHWAY AND
 AX2729'12 FEET NORTHEAST FROM THE NORTH EDGE OF A CUTBANK.  THERE IS AN
 AX2729'UNDERGROUND DISK STAMPED---GANADO 1980---, SET INTO THE TOP OF AN
 AX2729'IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW THE GROUND
 AX2729'SURFACE.
 AX2729'
 AX2729'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.6 METERS.
 AX2729
 AX2729                          STATION RECOVERY (1998)
 AX2729
 AX2729'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2734 ***********************************************************************
 AX2734  DESIGNATION -  GANADO AZ MK
 AX2734  PID         -  AX2734
 AX2734  STATE/COUNTY-  TX/JACKSON
 AX2734  USGS QUAD   -  GANADO (1981)
 AX2734
 AX2734                         *CURRENT SURVEY CONTROL
 AX2734  ___________________________________________________________________
 AX2734* NAD 83(1993)-  29 02 59.11155(N)    096 30 54.74402(W)     ADJUSTED  
 AX2734* NAVD 88     -        26.9    (meters)      88.     (feet)  VERTCON   
 AX2734  ___________________________________________________________________
 AX2734  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AX2734  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2734
 AX2734  HORZ ORDER  -  SECOND
 AX2734
 AX2734.The horizontal coordinates were established by classical geodetic methods
 AX2734.and adjusted by the National Geodetic Survey in February 1996..
 AX2734
 AX2734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2734
 AX2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2734
 AX2734.The geoid height was determined by GEOID03.
 AX2734
 AX2734;                    North         East     Units Scale Factor Converg.
 AX2734;SPC TXSC     - 4,137,382.428   841,951.194   MT  0.99987555   +1 13 02.4
 AX2734;SPC TXSC     -13,574,062.18  2,762,301.54   sFT  0.99987555   +1 13 02.4
 AX2734;UTM  14      - 3,216,046.314   741,943.083   MT  1.00032240   +1 12 25.7
 AX2734
 AX2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2734!SPC TXSC     -   1.00000007  x   0.99987555  =   0.99987562
 AX2734!UTM  14      -   1.00000007  x   1.00032240  =   1.00032247
 AX2734
 AX2734                          SUPERSEDED SURVEY CONTROL
 AX2734
 AX2734  NAD 83(1986)-  29 02 59.12574(N)    096 30 54.73069(W) AD(       ) 2
 AX2734  NAD 27      -  29 02 58.19645(N)    096 30 53.83139(W) AD(       ) 2
 AX2734  NGVD 29 (07/19/86)   26.9    (m)           88.     (f) VERT ANG       
 AX2734
 AX2734.Superseded values are not recommended for survey control.
 AX2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2734.See file dsdata.txt to determine how the superseded data were derived.
 AX2734
 AX2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4194316046(NAD 83)
 AX2734_MARKER: DZ = AZIMUTH MARK DISK
 AX2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AX2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2734+STABILITY: SURFACE MOTION
 AX2734
 AX2734  HISTORY     - Date     Condition        Report By
 AX2734  HISTORY     - 1980     MONUMENTED       NGS
 AX2734  HISTORY     - 19980725 GOOD             USPSQD
 AX2734
 AX2734                          STATION DESCRIPTION
 AX2734
 AX2734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2734'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE CENTER OF
 AX2734'GANADO, ON HIGHWAY RIGHT-OF-WAY.
 AX2734'
 AX2734'THE STATION IS LOCATED IN THE MEDIAN BETWEEN THE BRIDGES OF THE
 AX2734'OVERPASS OF FARM ROAD 710 AND U.S. HIGHWAY 59 ON THE NORTHEAST
 AX2734'SIDE OF THE OVERPASS.
 AX2734'
 AX2734'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AX2734'STAMPED---GANADO 1980---,
 AX2734'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AX2734'54.6 FEET SOUTHEAST FROM THE CENTER OF THE SOUTH BOUND LANE OF
 AX2734'HIGHWAY 59,
 AX2734'46.0 FEET NORTH-NORTHWEST FROM THE CENTER OF THE NORTH BOUND LANE
 AX2734'OF HIGHWAY 59 AND
 AX2734'12.0 FEET NORTHEAST FROM THE NORTH EDGE OF THE CUTBANK.
 AX2734'THE UNDERGROUND DISK IS A STANDARD NGS AZIMUTH MARK DISK
 AX2734'STAMPED---GANADO 1980---,
 AX2734'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 AX2734'
 AX2734'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GANADO
 AX2734'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 AX2734'
 AX2734'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 1.2 METERS.
 AX2734
 AX2734                          STATION RECOVERY (1998)
 AX2734
 AX2734'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2731 ***********************************************************************
 AX2731  DESIGNATION -  GANADO CABLE TV MAST
 AX2731  PID         -  AX2731
 AX2731  STATE/COUNTY-  TX/JACKSON
 AX2731  USGS QUAD   -  GANADO (1981)
 AX2731
 AX2731                         *CURRENT SURVEY CONTROL
 AX2731  ___________________________________________________________________
 AX2731* NAD 83(1993)-  29 01 55.48270(N)    096 30 59.17295(W)     ADJUSTED  
 AX2731* NAVD 88     -                                                        
 AX2731  ___________________________________________________________________
 AX2731  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AX2731  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX2731
 AX2731  HORZ ORDER  -  THIRD
 AX2731
 AX2731.The horizontal coordinates were established by classical geodetic methods
 AX2731.and adjusted by the National Geodetic Survey in February 1996..
 AX2731
 AX2731
 AX2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2731
 AX2731.The geoid height was determined by GEOID03.
 AX2731
 AX2731;                    North         East     Units Scale Factor Converg.
 AX2731;SPC TXSC     - 4,135,421.569   841,873.011   MT  0.99987712   +1 13 00.2
 AX2731;SPC TXSC     -13,567,628.93  2,762,045.04   sFT  0.99987712   +1 13 00.2
 AX2731;UTM  14      - 3,214,084.594   741,864.505   MT  1.00032194   +1 12 21.1
 AX2731
 AX2731                          SUPERSEDED SURVEY CONTROL
 AX2731
 AX2731  NAD 83(1986)-  29 01 55.49692(N)    096 30 59.15963(W) AD(       ) 4
 AX2731  NAD 27      -  29 01 54.56455(N)    096 30 58.25938(W) AD(       ) 3
 AX2731
 AX2731.Superseded values are not recommended for survey control.
 AX2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2731.See file dsdata.txt to determine how the superseded data were derived.
 AX2731
 AX2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4186514085(NAD 83)
 AX2731_MARKER: 41 = ANTENNA MAST
 AX2731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2731
 AX2731  HISTORY     - Date     Condition        Report By
 AX2731  HISTORY     - 1980     FIRST OBSERVED   NGS
 AX2731  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX2731
 AX2731                          STATION DESCRIPTION
 AX2731
 AX2731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2731'THE STATION, GANADO CABLE TELEVISION MAST, IS A TRIANGULAR STEEL
 AX2731'STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE, HAS
 AX2731'NUMEROUS ANTENNAE ALONG ITS LENGTH, AND AN OVERALL HEIGHT OF
 AX2731'ABOUT 300 FEET. POINT INTERSECTED WAS THE RED LIGHT ATOP THE
 AX2731'MAST.
 AX2731'
 AX2731'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF GANADO AND JUST
 AX2731'SOUTH OF THE MUNICIPAL SWIMMING POOL.
 AX2731
 AX2731                          STATION RECOVERY (1998)
 AX2731
 AX2731'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2730 ***********************************************************************
 AX2730  DESIGNATION -  GANADO MUN TANK
 AX2730  PID         -  AX2730
 AX2730  STATE/COUNTY-  TX/JACKSON
 AX2730  USGS QUAD   -  GANADO (1981)
 AX2730
 AX2730                         *CURRENT SURVEY CONTROL
 AX2730  ___________________________________________________________________
 AX2730* NAD 83(1993)-  29 02 28.22406(N)    096 30 48.28340(W)     ADJUSTED  
 AX2730* NAVD 88     -                                                        
 AX2730  ___________________________________________________________________
 AX2730  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AX2730  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2730
 AX2730  HORZ ORDER  -  THIRD
 AX2730
 AX2730.The horizontal coordinates were established by classical geodetic methods
 AX2730.and adjusted by the National Geodetic Survey in February 1996..
 AX2730.No horizontal observational check was made to the station.
 AX2730
 AX2730
 AX2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2730
 AX2730.The geoid height was determined by GEOID03.
 AX2730
 AX2730;                    North         East     Units Scale Factor Converg.
 AX2730;SPC TXSC     - 4,136,435.514   842,146.130   MT  0.99987630   +1 13 05.6
 AX2730;SPC TXSC     -13,570,955.52  2,762,941.09   sFT  0.99987630   +1 13 05.6
 AX2730;UTM  14      - 3,215,098.940   742,137.934   MT  1.00032357   +1 12 27.6
 AX2730
 AX2730                          SUPERSEDED SURVEY CONTROL
 AX2730
 AX2730  NAD 83(1986)-  29 02 28.23829(N)    096 30 48.27004(W) AD(       ) 4
 AX2730  NAD 27      -  29 02 27.30597(N)    096 30 47.37221(W) AD(       ) 3
 AX2730
 AX2730.Superseded values are not recommended for survey control.
 AX2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2730.See file dsdata.txt to determine how the superseded data were derived.
 AX2730
 AX2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4213815099(NAD 83)
 AX2730_MARKER: 53 = ELEVATED TANK
 AX2730_SETTING: 0 = UNSPECIFIED SETTING
 AX2730
 AX2730  HISTORY     - Date     Condition        Report By
 AX2730  HISTORY     - 1979     FIRST OBSERVED   NGS
 AX2730  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX2730
 AX2730                          STATION DESCRIPTION
 AX2730
 AX2730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AX2730'GANADO MUNICIPAL TANK IS A 4 LEGGED STEEL STRUCTURE, PAINTED
 AX2730'GREEN, WITH CONICAL TANK, GANADO IN BLACK ON ITS NE AND SW SIDE, AND
 AX2730'IS ABOUT 120 FEET HIGH.
 AX2730'
 AX2730'THE TANK IS LOCATED IN THE EAST EDGE OF GANADO, ABOUT 0.2 MILE NE OF
 AX2730'THE INTERSECTION OF BUSINESS U.S. HIGHWAY 59 AND STATE HIGHWAY 172
 AX2730'AND SE OF THE RAILROAD.
 AX2730'
 AX2730'STATION IS THE TOP CENTER OF THE TANK.
 AX2730
 AX2730                          STATION RECOVERY (1998)
 AX2730
 AX2730'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0869 ***********************************************************************
 GK0869  DESIGNATION -  GANDY
 GK0869  PID         -  GK0869
 GK0869  STATE/COUNTY-  TX/HANSFORD
 GK0869  USGS QUAD   -  HANNAS DRAW EAST (1974)
 GK0869
 GK0869                         *CURRENT SURVEY CONTROL
 GK0869  ___________________________________________________________________
 GK0869* NAD 83(1993)-  36 12 41.18022(N)    101 25 33.43162(W)     ADJUSTED  
 GK0869* NAVD 88     -       983.     (meters)    3225.     (feet)  SCALED    
 GK0869  ___________________________________________________________________
 GK0869  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 GK0869  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GK0869
 GK0869  HORZ ORDER  -  FIRST
 GK0869
 GK0869.The horizontal coordinates were established by classical geodetic methods
 GK0869.and adjusted by the National Geodetic Survey in February 1996..
 GK0869
 GK0869.The orthometric height was scaled from a topographic map.
 GK0869
 GK0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0869
 GK0869.The geoid height was determined by GEOID03.
 GK0869
 GK0869;                    North         East     Units Scale Factor Converg.
 GK0869;SPC TX N     - 1,245,342.047   206,658.507   MT  1.00000668   +0 02 34.5
 GK0869;SPC TX N     - 4,085,759.70    678,012.12   sFT  1.00000668   +0 02 34.5
 GK0869;UTM  14      - 4,010,128.967   281,919.894   MT  1.00018602   -1 26 01.5
 GK0869
 GK0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0869!SPC TX N     -   0.99984989  x   1.00000668  =   0.99985657
 GK0869!UTM  14      -   0.99984989  x   1.00018602  =   1.00003588
 GK0869
 GK0869:                Primary Azimuth Mark                     Grid Az
 GK0869:SPC TX N     -  GRUVER ELEV INC GRAIN ELEV               014 24 07.9
 GK0869:UTM  14      -  GRUVER ELEV INC GRAIN ELEV               015 52 43.9
 GK0869
 GK0869|---------------------------------------------------------------------|
 GK0869| PID    Reference Object                     Distance      Geod. Az  |
 GK0869|                                                           dddmmss.s |
 GK0869| GK0883 GRUVER ELEV INC GRAIN ELEV          APPROX. 7.0 KM 0142642.4 |
 GK0869| GK0882 GRUVER MUNICIPAL TANK               APPROX. 6.2 KM 0154955.3 |
 GK0869| GK0881 GRUVER METHODIST CHURCH SPIRE       APPROX. 6.2 KM 0210847.9 |
 GK0869| CM8142 GANDY RM 1                           13.358 METERS 04235     |
 GK0869| CM8143 GANDY RM 2                           10.640 METERS 13117     |
 GK0869| GK0865 MORSE PERRYTON EQUITY ELEVATOR      APPROX.17.2 KM 1940307.5 |
 GK0869| CM8144 GANDY RM 3                            8.184 METERS 21639     |
 GK0869| CM8141 GANDY AZ MK 2                                      2690922.5 |
 GK0869| CM8140 GANDY AZ MK                                        2694904.7 |
 GK0869|---------------------------------------------------------------------|
 GK0869
 GK0869                          SUPERSEDED SURVEY CONTROL
 GK0869
 GK0869  NAD 83(1993)-  36 12 41.18001(N)    101 25 33.43410(W) AD(       ) 1
 GK0869  NAD 83(1986)-  36 12 41.19058(N)    101 25 33.41813(W) AD(       ) 1
 GK0869  NAD 27      -  36 12 41.07500(N)    101 25 31.83600(W) AD(       ) 1
 GK0869
 GK0869.Superseded values are not recommended for survey control.
 GK0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0869.See file dsdata.txt to determine how the superseded data were derived.
 GK0869
 GK0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8192010129(NAD 83)
 GK0869_MARKER: DS = TRIANGULATION STATION DISK
 GK0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0869
 GK0869  HISTORY     - Date     Condition        Report By
 GK0869  HISTORY     - 1952     MONUMENTED       CGS
 GK0869  HISTORY     - 1969     GOOD             CGS
 GK0869
 GK0869                          STATION DESCRIPTION
 GK0869
 GK0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0869'THE STATION IS LOCATED ALONG AN EAST-WEST FARM ROAD AT A
 GK0869'S-CURVE.  IT IS LOCATED AIRLINE ABOUT 4 MILES SOUTH-SOUTHWEST
 GK0869'OF GRUVER AND ABOUT 13 MILES WEST-NORTHWEST OF SPEARMAN.
 GK0869'
 GK0869'THE STATION IS A STANDARD DISK STAMPED GANDY 1952 SET IN TOP
 GK0869'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 GK0869'WITH THE GROUND.  IT IS 71 FEET NORTH OF THE CENTER LINE
 GK0869'OF A FARM ROAD, 32.5 FEET NORTHWEST OF A POWER LINE POLE WITH A
 GK0869'TRIANGLE BLAZE, AND 8.5 FEET WEST OF A WHITE WITNESS POST.
 GK0869'
 GK0869'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GANDY
 GK0869'NO 1 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GK0869'ABOUT 12 INCHES IN DIAMETER AND IS ABOUT FLUSH WITH THE
 GK0869'GROUND.  IT IS 75.5 FEET WEST OF A T-FENCE CORNER, 56 FEET
 GK0869'NORTH OF A POWER LINE POLE WITH A TRIANGLE BLAZE, 6 INCHES
 GK0869'SOUTH OF AN EAST-WEST FENCE LINE, AND IS ABOUT 1 FOOT HIGHER
 GK0869'THAN THE STATION.
 GK0869'
 GK0869'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GANDY
 GK0869'NO 2 1952 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GK0869'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT
 GK0869'THE SAME ELEVATION AS THE STATION.  IT IS 56 FEET SOUTH
 GK0869'OF AN EAST-WEST FENCE LINE, 2 FEET EAST OF A POWER LINE POLE
 GK0869'WITH A TRIANGLE BLAZE, AND 58 FEET NORTH OF THE CENTER LINE
 GK0869'OF A FARM ROAD.
 GK0869'
 GK0869'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GANDY 1952 SET
 GK0869'IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 GK0869'IN DIAMETER AND IS ABOUT FLUSH WITH THE GROUND.  IT IS 30
 GK0869'FEET SOUTH OF THE CENTER LINE OF A FARM ROAD, 2.5 FEET SOUTH
 GK0869'OF A POWER LINE POLE, AND 1.5 FEET NORTH OF AN EAST-WEST FENCE
 GK0869'LINE.
 GK0869'
 GK0869'TO REACH THE STATION FROM THE POST OFFICE IN GRUVER, GO WEST
 GK0869'FOR 0.05 MILE.  TURN LEFT, SOUTH, AND FOLLOW THE MAIN TRAVELED
 GK0869'ROAD FOR 4.25 MILES TO A SIDE ROAD, LEFT.  TURN LEFT AND
 GK0869'FOLLOW THE DIRT ROAD EAST FOR 0.6 MILE TO A POWER LINE POLE
 GK0869'ON THE RIGHT, SOUTH, SIDE OF THE ROAD AND THE AZIMUTH MARK.
 GK0869'CONTINUE STRAIGHT AHEAD, EAST, FOR 0.5 MILE TO A S-CURVE,
 GK0869'A POWER LINE POLE WITH A TRIANGLE BLAZE, AND THE STATION THE
 GK0869'LEFT, NORTH, SIDE OF THE ROAD.
 GK0869
 GK0869                          STATION RECOVERY (1969)
 GK0869
 GK0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0869'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 GK0869'NO. 2 MONUMENT IS CHIPPED SLIGHTLY BUT THE DISK IS IN GOOD
 GK0869'CONDITION AND THE MONUMENT IS SOLID IN THE GROUND.  REFERENCE
 GK0869'MARK NO. 1 WAS FOUND DESTROYED.  AZIMUTH MARK WAS NOT FOUND
 GK0869'AND IS BELIEVED DESTROYED BY GRADER OPERATIONS.  REFERENCE
 GK0869'MARK NO. 3 AND A NEW AZIMUTH MARK WAS SET.
 GK0869'
 GK0869'STATION, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 GK0869'POST AND STAMPED GANDY 1952, IS 105 FEET WEST OF A NORTH-SOUTH
 GK0869'FENCE, 87-1/2 FEET NORTH OF THE CENTERLINE OF FARM ROAD 2018,
 GK0869'38 FEET NORTHWEST OF A POWERLINE POLE AND 1 FOOT SOUTH OF
 GK0869'A METAL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 GK0869'
 GK0869'TO REACH FROM THE POST OFFICE IN GRUVER, GO SOUTH ON STATE HIGHWAY
 GK0869'136 FOR 4.35 MILES TO THE JUNCTION OF STATE HIGHWAY 136
 GK0869'AND FARM ROAD 2018, TURN LEFT AND GO EAST ON FARM ROAD 2018
 GK0869'FOR 0.6 MILE TO AZIMUTH MARK ON RIGHT (SOUTH) SIDE OF ROAD.
 GK0869'CONTINUE EAST ON FARM ROAD 2018 FOR 0.4 MILE TO STATION ON
 GK0869'LEFT (NORTH) SIDE OF ROAD.
 GK0869'
 GK0869'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 GK0869'SQUARE CONCRETE POST AND STAMPED GANDY NO 2 1952, IS 79
 GK0869'FEET WEST OF FENCE, 74 FEET NORTH OF THE CENTERLINE OF FARM
 GK0869'ROAD 2018 AND 14 FEET NORTHEAST OF A POWERLINE POLE.  THE
 GK0869'MARK PROJECTS 2 INCHES.
 GK0869'
 GK0869'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND
 GK0869'CONCRETE POST AND STAMPED GANDY 1952 1969 IS 50 FEET
 GK0869'SOUTH OF THE CENTERLINE OF FARM ROAD 2018, 2-1/2 FEET
 GK0869'EAST-NORTHEAST OF A POWERLINE POLE AND 1 FOOT WEST OF A METAL
 GK0869'WITNESS POST.  THE MARK PROJECTS 2 INCHES.
 GK0869'
 GK0869'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. SSW OF
 GK0869'GRUVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0924 ***********************************************************************
 FM0924  DESIGNATION -  GANO
 FM0924  PID         -  FM0924
 FM0924  STATE/COUNTY-  TX/HARTLEY
 FM0924  USGS QUAD   -  PARDUE CAMP (1973)
 FM0924
 FM0924                         *CURRENT SURVEY CONTROL
 FM0924  ___________________________________________________________________
 FM0924* NAD 83(1993)-  35 56 59.05369(N)    102 34 03.62610(W)     ADJUSTED  
 FM0924* NAVD 88     -      1226.     (meters)    4022.     (feet)  VERTCON   
 FM0924  ___________________________________________________________________
 FM0924  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 FM0924  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 FM0924
 FM0924  HORZ ORDER  -  THIRD
 FM0924
 FM0924.The horizontal coordinates were established by classical geodetic methods
 FM0924.and adjusted by the National Geodetic Survey in February 1996..
 FM0924
 FM0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0924
 FM0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0924
 FM0924.The geoid height was determined by GEOID03.
 FM0924
 FM0924;                    North         East     Units Scale Factor Converg.
 FM0924;SPC TX N     - 1,216,821.715   103,679.850   MT  0.99995386   -0 37 07.5
 FM0924;SPC TX N     - 3,992,189.24    340,156.31   sFT  0.99995386   -0 37 07.5
 FM0924;UTM  13      - 3,981,108.298   719,379.441   MT  1.00019306   +1 25 42.7
 FM0924
 FM0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0924!SPC TX N     -   0.99981158  x   0.99995386  =   0.99976545
 FM0924!UTM  13      -   0.99981158  x   1.00019306  =   1.00000460
 FM0924
 FM0924:                Primary Azimuth Mark                     Grid Az
 FM0924:SPC TX N     -  GANO AZ MK                               001 30 32.6
 FM0924:UTM  13      -  GANO AZ MK                               359 27 42.4
 FM0924
 FM0924|---------------------------------------------------------------------|
 FM0924| PID    Reference Object                     Distance      Geod. Az  |
 FM0924|                                                           dddmmss.s |
 FM0924| CJ6445 GANO AZ MK                                         0005325.1 |
 FM0924| GL1394 DALHART MUNICIPAL TANK              APPROX.12.3 KM 0221442.0 |
 FM0924| CJ6446 GANO RM 1                            10.049 METERS 08353     |
 FM0924| CJ6447 GANO RM 2                            16.805 METERS 17559     |
 FM0924|---------------------------------------------------------------------|
 FM0924
 FM0924                          SUPERSEDED SURVEY CONTROL
 FM0924
 FM0924  NAD 83(1993)-  35 56 59.05344(N)    102 34 03.62673(W) AD(       ) 3
 FM0924  NAD 83(1993)-  35 56 59.06260(N)    102 34 03.61727(W) AD(       ) 3
 FM0924  NAD 83(1986)-  35 56 59.06330(N)    102 34 03.61713(W) AD(       ) 3
 FM0924  NAD 27      -  35 56 58.93600(N)    102 34 01.89800(W) AD(       ) 3
 FM0924  NGVD 29 (07/19/86) 1225.     (m)         4019.     (f) VERT ANG       
 FM0924
 FM0924.Superseded values are not recommended for survey control.
 FM0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0924.See file dsdata.txt to determine how the superseded data were derived.
 FM0924
 FM0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV1937981108(NAD 83)
 FM0924_MARKER: DS = TRIANGULATION STATION DISK
 FM0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0924_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FM0924
 FM0924  HISTORY     - Date     Condition        Report By
 FM0924  HISTORY     - 1953     MONUMENTED       CGS
 FM0924  HISTORY     - 1956     GOOD             CGS
 FM0924
 FM0924                          STATION DESCRIPTION
 FM0924
 FM0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0924'STATION IS LOCATED, AIRLINE, ABOUT 8-1/2 MILES SOUTH SOUTHEAST
 FM0924'OF DALHART, 5.6 MILES SOUTH OF U.S. HIGHWAY 54 AND ON THE WEST
 FM0924'SIDE OF A NORTH-SOUTH BLACKTOP ROAD.
 FM0924'
 FM0924'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 FM0924'DALHART, GO SOUTH ON DENVER AVENUE FOR 0.25 MILE.  TURN RIGHT ON
 FM0924'U.S. HIGHWAY 54 AND GO WEST FOR 3.3 MILES.  TURN LEFT ON A
 FM0924'BLACKTOP ROAD AND GO 5.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 FM0924'CONTINUE SOUTH FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT AND THE
 FM0924'STATION ON THE RIGHT.
 FM0924'
 FM0924'STATION MARK, STAMPED GANO 1953, IS A STANDARD DISK SET IN THE TOP
 FM0924'OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND FLUSH WITH
 FM0924'THE GROUND.  IT IS 27.5 FEET NORTH OF THE CENTERLINE OF THE DIRT
 FM0924'ROAD, 110 FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD AND
 FM0924'4.0 FEET SOUTH OF THE FENCE LINE.
 FM0924'
 FM0924'REFERENCE MARK NUMBER 1, STAMPED GANO NO 1 1953, IS A STANDARD
 FM0924'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER,
 FM0924'PROJECTING 2 INCHES AND AT THE SAME ELEVATION AS THE STATION.
 FM0924'IT IS 31.0 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 35.0
 FM0924'FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF THE FENCE LINE.
 FM0924'
 FM0924'REFERENCE MARK NUMBER 2, STAMPED GANO NO 2 1953, IS A STANDARD
 FM0924'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER,
 FM0924'PROJECTING 2 INCHES AND 12 INCHES LOWER THAN THE STATION.  IT IS
 FM0924'28.0 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, 65.0 FEET
 FM0924'WEST OF THE FENCE CORNER AND 1 FOOT NORTH OF THE FENCE LINE.
 FM0924'
 FM0924'AZIMUTH MARK, STAMPED GANO 1953, IS A STANDARD DISK SET IN THE
 FM0924'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMTER AND PROJECTING
 FM0924'4 INCHES.  IT IS 44.0 FEET WEST OF THE CENTERLINE OF THE BLACKTOP
 FM0924'ROAD, 2.0 FEET SOUTH OF POWER LINE POLE 46-730 AND IN THE FENCE
 FM0924'LINE.
 FM0924'
 FM0924'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FM0924
 FM0924                          STATION RECOVERY (1956)
 FM0924
 FM0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 FM0924'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FM0924'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 FM0924'STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0986 ***********************************************************************
 CA0986  DESIGNATION -  GAP
 CA0986  PID         -  CA0986
 CA0986  STATE/COUNTY-  TX/HAMILTON
 CA0986  USGS QUAD   -  INDIAN GAP (1979)
 CA0986
 CA0986                         *CURRENT SURVEY CONTROL
 CA0986  ___________________________________________________________________
 CA0986* NAD 83(1993)-  31 38 46.93119(N)    098 25 06.17483(W)     ADJUSTED  
 CA0986* NAVD 88     -       508.7    (meters)    1669.     (feet)  VERTCON   
 CA0986  ___________________________________________________________________
 CA0986  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 CA0986  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CA0986
 CA0986  HORZ ORDER  -  FIRST
 CA0986
 CA0986.The horizontal coordinates were established by classical geodetic methods
 CA0986.and adjusted by the National Geodetic Survey in February 1996..
 CA0986
 CA0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0986
 CA0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0986
 CA0986.The geoid height was determined by GEOID03.
 CA0986
 CA0986;                    North         East     Units Scale Factor Converg.
 CA0986;SPC TX C     - 3,221,029.196   881,621.854   MT  0.99994493   +0 59 10.7
 CA0986;SPC TX C     -10,567,659.95  2,892,454.37   sFT  0.99994493   +0 59 10.7
 CA0986;UTM  14      - 3,501,386.404   555,147.172   MT  0.99963751   +0 18 18.6
 CA0986
 CA0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0986!SPC TX C     -   0.99992424  x   0.99994493  =   0.99986917
 CA0986!UTM  14      -   0.99992424  x   0.99963751  =   0.99956178
 CA0986
 CA0986|---------------------------------------------------------------------|
 CA0986| PID    Reference Object                     Distance      Geod. Az  |
 CA0986|                                                           dddmmss.s |
 CA0986| CA0985 INDIAN                                9.340 METERS 00901     |
 CA0986| CA0982 POTTSVILLE LONE STAR MICROWAVE      APPROX. 6.0 KM 0714328.9 |
 CA0986| CV4066 GAP AZ MK                                          0974416.5 |
 CA0986| CV4067 GAP RM 1                             11.926 METERS 10226     |
 CA0986|---------------------------------------------------------------------|
 CA0986
 CA0986                          SUPERSEDED SURVEY CONTROL
 CA0986
 CA0986  NAD 83(1986)-  31 38 46.94078(N)    098 25 06.15719(W) AD(       ) 1
 CA0986  NAD 27      -  31 38 46.38353(N)    098 25 05.01508(W) AD(       ) 1
 CA0986  NGVD 29 (07/19/86)  508.6    (m)         1669.     (f) VERT ANG       
 CA0986
 CA0986.Superseded values are not recommended for survey control.
 CA0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0986.See file dsdata.txt to determine how the superseded data were derived.
 CA0986
 CA0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA5514701386(NAD 83)
 CA0986_MARKER: DS = TRIANGULATION STATION DISK
 CA0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA0986
 CA0986  HISTORY     - Date     Condition        Report By
 CA0986  HISTORY     - 1975     MONUMENTED       NGS
 CA0986
 CA0986                          STATION DESCRIPTION
 CA0986
 CA0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA0986'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH-NORTHEAST OF
 CA0986'CARADAN, 6 MILES EAST-SOUTHEAST OF PRIDDY, 6 MILES SOUTHWEST OF
 CA0986'POTTSVILLE AND 1 MILE SOUTH OF INDIAN GAP NEAR THE HIGHEST PART
 CA0986'OF A NORTH-SOUTH RIDGE, IN PASTURE LAND.  IT IS ON PROPERTY OWNED
 CA0986'BY MRS. MINNIE BARNETT OF HAMILTON PHONE NUMBER 817-386-5523.  A
 CA0986'MR. DELEY WILSON OF POTTSVILLE HAS THE LAND LEASED, HIS PHONE
 CA0986'NUMBER BEING 817-372-4131.
 CA0986'
 CA0986'TO REACH THE STATION FROM THE TOP OF HILL IN THE VILLAGE OF
 CA0986'INDIAN GAP, GO EAST ON FARM ROAD 218 FOR 0.2 MILE TO AN ANGLING
 CA0986'DIRT ROAD LEFT.  TURN LEFT AND GO EAST ON DIRT ROAD FOR 0.15 MILE
 CA0986'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR
 CA0986'0.8 MILE TO WHERE ROAD TURNS LEFT, DIM TRACK ROAD STRAIGHT AHEAD.
 CA0986'(TURN LEFT FOLLOWING MAIN ROAD GOING EAST AND SOUTH FOR 0.5 MILE TO
 CA0986'WHERE ROAD TURNS LEFT AND THE AZIMUTH MARK ON THE RIGHT, SOUTH
 CA0986'SIDE OF ROAD, AS DESCRIBED).  CONTINUE STRAIGHT AHEAD ON DIM
 CA0986'TRACK ROAD FOR ABOUT 100 FEET TO A WIRE GATE.  PASS THROUGH
 CA0986'GATE AND FOLLOW TRACK ROAD WEST-SOUTHWEST FOR 0.2 MILE TO A
 CA0986'GATE AND A WINDMILL AND CONCRETE WATER TANK ON THE LEFT.  PASS
 CA0986'THROUGH GATE AND CONTINUE SOUTHERLY ON TRACK ROAD FOR 0.15
 CA0986'MILE TO GATE IN FENCE.  PASS THROUGH GATE AND GO
 CA0986'SOUTHEAST FOR 0.25 MILE TO THE TOP OF HILL AND STATION, AS
 CA0986'DESCRIBED.
 CA0986'
 CA0986'STATION MARKS ARE STANDARD DISKS STAMPED GAP 1975.  THE SURFACE
 CA0986'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CA0986'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET NORTH
 CA0986'OF A EAST-WEST FENCELINE.  THE UNDERGROUND MARK IS SET IN THE TOP
 CA0986'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CA0986'SURFACE.
 CA0986'
 CA0986'REFERENCE MARK 1, A STANDARD DISK STAMPED GAP NO 1 1975, IS SET IN
 CA0986'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 CA0986'3 INCHES ABOVE THE GROUND SURFACE.  89 FEET NORTH OF A EAST-WEST
 CA0986'FENCELINE.
 CA0986'
 CA0986'INDIAN USGS, A STANDARD GEOLOGICAL DISK STAMPED INDIAN 1955.  THE
 CA0986'DISK IS SET IN THE TOP OF A 6X6 INCH CONCRETE POST THAT PROJECTS
 CA0986'5 INCHES ABOVE GROUND SURFACE.  IT IS 130 FEET NORTH OF AN
 CA0986'EAST-WEST FENCELINE.
 CA0986'
 CA0986'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED GAP AZ 1975,
 CA0986'IS SET IN DRILL HOLE IN OUT CROPPING BEDROCK THAT IS FLUSH WITH
 CA0986'THE SURFACE OF THE ROCK.  IT IS 57 FEET NORTHEAST OF METAL
 CA0986'WITNESS POST WITH SIGN ATTACHED, 18 FEET WEST OF APPROXIMATE
 CA0986'CENTER OF ROAD AND 15 FEET EAST OF THE APPROXIMATE CENTER OF ROAD.
 CA0986'
 CA0986'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0991 ***********************************************************************
 CT0991  DESIGNATION -  GAP
 CT0991  PID         -  CT0991
 CT0991  STATE/COUNTY-  TX/PALO PINTO
 CT0991  USGS QUAD   -  METCALF GAP (1984)
 CT0991
 CT0991                         *CURRENT SURVEY CONTROL
 CT0991  ___________________________________________________________________
 CT0991* NAD 83(1993)-  32 41 44.95644(N)    098 27 27.96621(W)     ADJUSTED  
 CT0991* NAVD 88     -       445.8    (meters)    1463.     (feet)  VERTCON   
 CT0991  ___________________________________________________________________
 CT0991  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 CT0991  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CT0991
 CT0991  HORZ ORDER  -  THIRD
 CT0991  VERT ORDER  -  THIRD ? (See Below)
 CT0991
 CT0991.The horizontal coordinates were established by classical geodetic methods
 CT0991.and adjusted by the National Geodetic Survey in February 1996..
 CT0991
 CT0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0991.The vertical order pertains to the NGVD 29 superseded value.
 CT0991
 CT0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0991
 CT0991.The geoid height was determined by GEOID03.
 CT0991
 CT0991;                    North         East     Units Scale Factor Converg.
 CT0991;SPC TXNC     - 2,114,123.782   603,959.738   MT  0.99989178   +0 01 22.9
 CT0991;SPC TXNC     - 6,936,087.77  1,981,491.24   sFT  0.99989178   +0 01 22.9
 CT0991;UTM  14      - 3,617,696.396   550,826.431   MT  0.99963185   +0 17 34.5
 CT0991
 CT0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0991!SPC TXNC     -   0.99993460  x   0.99989178  =   0.99982639
 CT0991!UTM  14      -   0.99993460  x   0.99963185  =   0.99956648
 CT0991
 CT0991:                Primary Azimuth Mark                     Grid Az
 CT0991:SPC TXNC     -  HINKSON                                  157 43 05.3
 CT0991:UTM  14      -  HINKSON                                  157 26 53.7
 CT0991
 CT0991|---------------------------------------------------------------------|
 CT0991| PID    Reference Object                     Distance      Geod. Az  |
 CT0991|                                                           dddmmss.s |
 CT0991| CT0990 HINKSON                             APPROX. 8.3 KM 1574428.2 |
 CT0991|---------------------------------------------------------------------|
 CT0991
 CT0991                          SUPERSEDED SURVEY CONTROL
 CT0991
 CT0991  NAD 83(1986)-  32 41 44.96061(N)    098 27 27.95058(W) AD(       ) 3
 CT0991  NAD 27      -  32 41 44.50285(N)    098 27 26.76113(W) AD(       ) 3
 CT0991  NGVD 29 (07/19/86)  445.7    (m)         1462.     (f) LEVELING    3  
 CT0991
 CT0991.Superseded values are not recommended for survey control.
 CT0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0991.See file dsdata.txt to determine how the superseded data were derived.
 CT0991
 CT0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5082617696(NAD 83)
 CT0991_MARKER: DD = SURVEY DISK
 CT0991_SETTING: 66 = SET IN ROCK OUTCROP
 CT0991_SP_SET: SET IN BEDROCK
 CT0991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0991+STABILITY: POSITION/ELEVATION WELL
 CT0991
 CT0991  HISTORY     - Date     Condition        Report By
 CT0991  HISTORY     - 1957     MONUMENTED       USGS
 CT0991
 CT0991                          STATION DESCRIPTION
 CT0991
 CT0991'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CT0991'STATION IS LOCATED ABOUT 1.7 MI. (AIRLINE) SW. OF METCALF GAP AND 10.5
 CT0991'MI. (AIRLINE) NE. OF STRAWN, PALO PINTO COUNTY, TEXAS.  ABOUT 0.3 MI.
 CT0991'W. OF STATE HIGHWAY 16 ON THE TOP OF A NE-SW. RIDGE ON PROPERTY OWNED
 CT0991'BY MR. BUDDY ROSS.
 CT0991'
 CT0991'TO REACH THE STATION FROM METCALF GAP, JUNCTION STATE HIGHWAY 16 AND
 CT0991'U.S. HIGHWAY 180, PROCEED S. 1.8 MI. ALONG STATE HIGHWAY 16 TO GATE
 CT0991'ON THE RIGHT, PASS THROUGH GATE FOR 0.3 MI. AND END TRUCK TRAVEL AT
 CT0991'A N-S. FENCE AND GATE TO BUDDY ROSS PROPERTY.  PROCEED N. ALONG FENCE
 CT0991'LINE TO THE TOP OF RIDGE (10 TO 15 MINUTE HIKE) AND THE STATION ABOUT
 CT0991'45 FT. W. OF THE FENCE LINE.
 CT0991'
 CT0991'STATION MARK--STANDARD USGS TABLET CEMENTED IN FLAT LIMESTONE OUTCROP
 CT0991'LEVEL WITH THE SURROUNDING GROUND, STAMPED ---GAP 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1082 ***********************************************************************
 CU1082  DESIGNATION -  GAP
 CU1082  PID         -  CU1082
 CU1082  STATE/COUNTY-  TX/HOWARD
 CU1082  USGS QUAD   -  IATAN (1978)
 CU1082
 CU1082                         *CURRENT SURVEY CONTROL
 CU1082  ___________________________________________________________________
 CU1082* NAD 83(1993)-  32 19 16.72038(N)    101 11 37.92801(W)     ADJUSTED  
 CU1082* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 CU1082  ___________________________________________________________________
 CU1082  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 CU1082  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CU1082
 CU1082  HORZ ORDER  -  FIRST
 CU1082
 CU1082.The horizontal coordinates were established by classical geodetic methods
 CU1082.and adjusted by the National Geodetic Survey in February 1996..
 CU1082
 CU1082.The orthometric height was scaled from a topographic map.
 CU1082
 CU1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1082
 CU1082.The geoid height was determined by GEOID03.
 CU1082
 CU1082;                    North         East     Units Scale Factor Converg.
 CU1082;SPC TXNC     - 2,075,846.726   346,379.230   MT  0.99995324   -1 28 09.2
 CU1082;SPC TXNC     - 6,810,507.13  1,136,412.52   sFT  0.99995324   -1 28 09.2
 CU1082;UTM  14      - 3,578,166.132   293,481.489   MT  1.00012597   -1 10 24.3
 CU1082
 CU1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1082!SPC TXNC     -   0.99988912  x   0.99995324  =   0.99984236
 CU1082!UTM  14      -   0.99988912  x   1.00012597  =   1.00001507
 CU1082
 CU1082:                Primary Azimuth Mark                     Grid Az
 CU1082:SPC TXNC     -  GAP AZ MK                                008 12 57.0
 CU1082:UTM  14      -  GAP AZ MK                                007 55 12.1
 CU1082
 CU1082|---------------------------------------------------------------------|
 CU1082| PID    Reference Object                     Distance      Geod. Az  |
 CU1082|                                                           dddmmss.s |
 CU1082| CU0780 GAP AZ MK                                          0064447.8 |
 CU1082| CH9410 GAP RM 1                             14.450 METERS 05943     |
 CU1082| CU1102 BIG SPRINGS KWAB TV MW RELAY        APPROX.15.4 KM 3175718.9 |
 CU1082| CH9411 GAP RM 2                              8.167 METERS 33722     |
 CU1082|---------------------------------------------------------------------|
 CU1082
 CU1082                          SUPERSEDED SURVEY CONTROL
 CU1082
 CU1082  NAD 83(1986)-  32 19 16.72569(N)    101 11 37.91978(W) AD(       ) 1
 CU1082  NAD 27      -  32 19 16.29688(N)    101 11 36.48628(W) AD(       ) 1
 CU1082
 CU1082.Superseded values are not recommended for survey control.
 CU1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1082.See file dsdata.txt to determine how the superseded data were derived.
 CU1082
 CU1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA9348178166(NAD 83)
 CU1082_MARKER: DS = TRIANGULATION STATION DISK
 CU1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1082_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1082
 CU1082  HISTORY     - Date     Condition        Report By
 CU1082  HISTORY     - 1968     MONUMENTED       CGS
 CU1082
 CU1082                          STATION DESCRIPTION
 CU1082
 CU1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1082'THE STATION IS LOCATED ABOUT 7 MILES, AIRLINE, EAST-NORTHEAST OF
 CU1082'COAHOMA, 1 MILE WEST OF THE MITCHELL-HOWARD COUNTY LINE, 1/4 MILE
 CU1082'SOUTH OF INTERSTATE 20 AND ON THE NORTH END OF A HIGH MESA LOCALLY
 CU1082'KNOWN AS RATTLESNAKE GAP.
 CU1082'
 CU1082'TO REACH THE STATION FROM THE POST OFFICE IN COAHOMA, GO SOUTH FOR
 CU1082'0.1 MILE TO INTERSTATE 20, TURN LEFT AND GO EAST ON INTERSTATE 20
 CU1082'FOR 5.15 MILES TO EAST HOWARD FIELD ROAD EXIT, (TO REACH THE
 CU1082'AZIMUTH MARK FROM THIS POINT, CONTINUE EAST ON INTERSTATE 20 FOR
 CU1082'2.0 MILES TO A CONCRETE CULVERT AND THE MARK ON THE RIGHT), TURN
 CU1082'RIGHT AND GO SOUTH FOR 0.15 MILE TO A CATTLE GUARD, CONTINUE SOUTH
 CU1082'FOR 0.1 MILE TO A GRADED SIDE ROAD LEFT, TURN LEFT AND GO EAST
 CU1082'FOR 0.8 MILE TO A FORK, TAKE THE RIGHT FORK AND GO SOUTH FOR 0.1
 CU1082'MILE TO A FORK, TAKE THE LEFT FORK AND GO EASTERLY FOR 0.5
 CU1082'MILE TO A HOUSE, PASS TO THE RIGHT OF THE HOUSE AND CONTINUE
 CU1082'EASTERLY FOR 0.2 MILE TO A DIM TRACK ROAD LEFT JUST BEFORE
 CU1082'REACHING A FENCED IN OIL SUMP, TURN LEFT AND GO NORTH ON THE
 CU1082'DIM TRACK ROAD FOR ABOUT 300 FEET TO THE STATION.
 CU1082'
 CU1082'THE STATION MARK IS A STANDARD DISK STAMPED GAP 1968, SET IN THE
 CU1082'TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.  NO UNDERGROUND
 CU1082'MARK WAS SET DUE TO DIFFICULTY ENCOUNTERED DIGGING IN THE ROCKY
 CU1082'GROUND.  IT IS 330 FEET NORTH OF THE NORTHWEST CORNER OF THE FENCE
 CU1082'SURROUNDING THE OIL SUMP AND ABOUT 20 FEET SOUTH OF THE NORTH
 CU1082'EDGE OF THE MESA.
 CU1082'
 CU1082'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GAP NO 1 1968, SET IN
 CU1082'A DRILL HOLE IN OUTCROP FLUSH WITH THE SURFACE.  IT IS ABOUT 1 FOOT
 CU1082'SOUTH OF THE NORTH EDGE OF THE MESA AND AT ABOUT THE SAME ELEVATION
 CU1082'AS THE STATION.
 CU1082'
 CU1082'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GAP NO 2 1968, SET
 CU1082'IN A DRILL HOLE IN OUTCROP FLUSH WITH THE SURFACE.  IT IS ABOUT 4
 CU1082'FEET SOUTH OF THE NORTH EDGE OF THE MESA AND AT ABOUT THE SAME
 CU1082'ELEVATION AS THE STATION.
 CU1082'
 CU1082'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GAP 1968, SET IN A
 CU1082'DRILL HOLE IN THE WEST END OF A CONCRETE CULVERT.  IT IS 28.0
 CU1082'FEET SOUTH OF THE CENTERLINE OF INTERSTATE 20 AND 1.0 FOOT EAST
 CU1082'OF A WITNESS POST.
 CU1082'
 CU1082'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 51.25 FEET OR
 CU1082'15.622 METERS.
 CU1082'
 CU1082'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1413 ***********************************************************************
 AH1413  DESIGNATION -  GAP 1913
 AH1413  PID         -  AH1413
 AH1413  STATE/COUNTY-  TX/KENEDY
 AH1413  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1413
 AH1413                         *CURRENT SURVEY CONTROL
 AH1413  ___________________________________________________________________
 AH1413* NAD 83(1993)-  27 07 59.06858(N)    097 22 31.39632(W)     ADJUSTED  
 AH1413* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 AH1413  ___________________________________________________________________
 AH1413  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AH1413  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AH1413
 AH1413  HORZ ORDER  -  THIRD
 AH1413
 AH1413.The horizontal coordinates were established by classical geodetic methods
 AH1413.and adjusted by the National Geodetic Survey in February 1996..
 AH1413
 AH1413.The orthometric height was scaled from a topographic map.
 AH1413
 AH1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1413
 AH1413.The geoid height was determined by GEOID03.
 AH1413
 AH1413;                    North         East     Units Scale Factor Converg.
 AH1413;SPC TX S     - 5,162,962.367   411,478.649   MT  0.99989744   +0 30 38.1
 AH1413;SPC TX S     -16,938,819.03  1,349,992.87   sFT  0.99989744   +0 30 38.1
 AH1413;UTM  14      - 3,002,215.840   661,008.720   MT  0.99992003   +0 44 27.9
 AH1413
 AH1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1413!SPC TX S     -   1.00000197  x   0.99989744  =   0.99989941
 AH1413!UTM  14      -   1.00000197  x   0.99992003  =   0.99992200
 AH1413
 AH1413:                Primary Azimuth Mark                     Grid Az
 AH1413:SPC TX S     -  MURDOCK                                  005 34 10.6
 AH1413:UTM  14      -  MURDOCK                                  005 20 20.8
 AH1413
 AH1413|---------------------------------------------------------------------|
 AH1413| PID    Reference Object                     Distance      Geod. Az  |
 AH1413|                                                           dddmmss.s |
 AH1413| AH1387 MURDOCK                             APPROX. 4.5 KM 0060448.7 |
 AH1413|---------------------------------------------------------------------|
 AH1413
 AH1413                          SUPERSEDED SURVEY CONTROL
 AH1413
 AH1413  NAD 83(1986)-  27 07 59.08729(N)    097 22 31.37293(W) AD(       ) 3
 AH1413  NAD 27      -  27 07 57.91300(N)    097 22 30.43200(W) AD(       ) 3
 AH1413
 AH1413.Superseded values are not recommended for survey control.
 AH1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1413.See file dsdata.txt to determine how the superseded data were derived.
 AH1413
 AH1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6100902216(NAD 83)
 AH1413_MARKER: Z = SEE DESCRIPTION
 AH1413_SETTING: 0 = UNSPECIFIED SETTING
 AH1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1413
 AH1413  HISTORY     - Date     Condition        Report By
 AH1413  HISTORY     - 1913     MONUMENTED       CGS
 AH1413  HISTORY     - 1968     MARK NOT FOUND   CGS
 AH1413  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1413
 AH1413                          STATION DESCRIPTION
 AH1413
 AH1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AH1413'THE STATION IS ON PADRE ISLAND, ABOUT 1/2 MILE SOUTH OF A
 AH1413'PROMINENT GAP VISIBLE FROM LAGUNA MADRE AND 1/4 MILE SOUTH
 AH1413'OF TWO LARGE TIMBERS (8 BY 8 INCHES) PROJECTING 5 FEET ON
 AH1413'A LOWER SAND HILL.  THE STATION IS ON THE HIGHEST HILL IN
 AH1413'THE IMMEDIATE VICINITY AND SHOWS UP PROMINENTLY FROM THE
 AH1413'GULF BEACH IN BOTH DIRECTIONS.  IT IS ON THE HIGHEST POINT
 AH1413'AND IS MARKED BY A 4 BY 8 INCH POST, PROJECTING 3 FEET.  THE
 AH1413'STATION IS 2 INCHES SOUTHEAST (GULF SIDE OF THE BROAD FACE)
 AH1413'OF THE CENTER OF THE SOUTHEAST FACE.  THE POST IS PLACED
 AH1413'SECURELY IN THE GROUND.  THE STATION IS 100 METERS (328
 AH1413'FEET) FROM THE GULF BEACH, AND 11 METERS (36 FEET) ABOVE THE
 AH1413'WATER.  THE BEARING TO THE TWO TIMBERS MENTIONED ABOVE IS
 AH1413
 AH1413                          STATION RECOVERY (1968)
 AH1413
 AH1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1413'STATION LOST.  NO EVIDENCE COULD BE FOUND OF THE STATION.
 AH1413
 AH1413                          STATION RECOVERY (1969)
 AH1413
 AH1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1413'THE STATION SITE WAS VISITED AND NO SIGN OF THE STATION MARK
 AH1413'COULD BE FOUND.  FROM THE 1913 DESCRIPTION IT IS BELIEVED
 AH1413'THAT THE STATION WAS MARKED ONLY BY A WOOD POST.  NO TRACE
 AH1413'OF A WOOD POST WAS FOUND ON ANY SAND DUNES IN THE VICINITY.
 AH1413'THE STATION IS BELIEVED TO BE LOST.
 AH1413'
 AH1413'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES EAST
 AH1413'OF SARITA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0780 ***********************************************************************
 CU0780  DESIGNATION -  GAP AZ MK
 CU0780  PID         -  CU0780
 CU0780  STATE/COUNTY-  TX/HOWARD
 CU0780  USGS QUAD   -  IATAN (1978)
 CU0780
 CU0780                         *CURRENT SURVEY CONTROL
 CU0780  ___________________________________________________________________
 CU0780* NAD 83(1986)-  32 19 32.     (N)    101 11 35.     (W)     SCALED    
 CU0780* NAVD 88     -       684.978  (meters)    2247.30   (feet)  ADJUSTED  
 CU0780  ___________________________________________________________________
 CU0780  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CU0780  DYNAMIC HT  -         684.053 (meters)    2244.26  (feet)  COMP
 CU0780  MODELED GRAV-     979,267.7   (mgal)                       NAVD 88
 CU0780
 CU0780  VERT ORDER  -  FIRST     CLASS II
 CU0780
 CU0780.The horizontal coordinates were scaled from a topographic map and have
 CU0780.an estimated accuracy of +/- 6 seconds.
 CU0780
 CU0780.The orthometric height was determined by differential leveling
 CU0780.and adjusted by the National Geodetic Survey in June 1991..
 CU0780
 CU0780.The geoid height was determined by GEOID03.
 CU0780
 CU0780.The dynamic height is computed by dividing the NAVD 88
 CU0780.geopotential number by the normal gravity value computed on the
 CU0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0780.degrees latitude (g = 980.6199 gals.).
 CU0780
 CU0780.The modeled gravity was interpolated from observed gravity values.
 CU0780
 CU0780;                    North         East    Units  Estimated Accuracy
 CU0780;SPC TXNC     - 2,076,320.      346,470.      MT  (+/- 180 meters Scaled)
 CU0780
 CU0780                          SUPERSEDED SURVEY CONTROL
 CU0780
 CU0780.No superseded survey control is available for this station.
 CU0780
 CU0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA935786(NAD 83)
 CU0780_MARKER: DZ = AZIMUTH MARK DISK
 CU0780_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CU0780_SP_SET: HEADWALL
 CU0780_STAMPING: GAP 1968
 CU0780_MARK LOGO: CGS   
 CU0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0780+STABILITY: SURFACE MOTION
 CU0780
 CU0780  HISTORY     - Date     Condition        Report By
 CU0780  HISTORY     - 1968     MONUMENTED       CGS
 CU0780  HISTORY     - 1982     GOOD             NGS
 CU0780
 CU0780                          STATION DESCRIPTION
 CU0780
 CU0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0780'29.8 KM (18.5 MI) NE FROM BIG SPRING.
 CU0780'29.8 KM (18.5 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0780'JUNCTION WITH U. S. HIGHWAY 87 IN BIG SPRING, IN THE WEST END OF THE
 CU0780'SOUTH HEADWALL OF A 6 BY 8 FT TWO CHANNEL CONCRETE CULVERT UNDER THE
 CU0780'EAST BOUND LANES OF THE HIGHWAY, 11.5 METERS (37.7 FT) WEST OF
 CU0780'MILEPOST 196 AND 8.6 METERS (28.2 FT) SOUTH-SOUTHEAST OF THE
 CU0780'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CU0780'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CU0780'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2362 ***********************************************************************
 AN2362  DESIGNATION -  GAR 1934
 AN2362  PID         -  AN2362
 AN2362  STATE/COUNTY-  TX/JACKSON
 AN2362  USGS QUAD   -  KAMEY (1995)
 AN2362
 AN2362                         *CURRENT SURVEY CONTROL
 AN2362  ___________________________________________________________________
 AN2362* NAD 83(1993)-  28 42 50.51132(N)    096 38 07.43570(W)     ADJUSTED  
 AN2362* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AN2362  ___________________________________________________________________
 AN2362  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AN2362  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN2362
 AN2362  HORZ ORDER  -  THIRD
 AN2362
 AN2362.The horizontal coordinates were established by classical geodetic methods
 AN2362.and adjusted by the National Geodetic Survey in February 1996..
 AN2362
 AN2362.The orthometric height was scaled from a topographic map.
 AN2362
 AN2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2362
 AN2362.The geoid height was determined by GEOID03.
 AN2362
 AN2362;                    North         East     Units Scale Factor Converg.
 AN2362;SPC TXSC     - 4,099,941.887   831,001.586   MT  0.99992152   +1 09 30.4
 AN2362;SPC TXSC     -13,451,226.01  2,726,377.70   sFT  0.99992152   +1 09 30.4
 AN2362;UTM  14      - 3,178,594.090   730,978.597   MT  1.00025845   +1 08 11.6
 AN2362
 AN2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2362!SPC TXSC     -   1.00000318  x   0.99992152  =   0.99992470
 AN2362!UTM  14      -   1.00000318  x   1.00025845  =   1.00026163
 AN2362
 AN2362                          SUPERSEDED SURVEY CONTROL
 AN2362
 AN2362  NAD 83(1986)-  28 42 50.52362(N)    096 38 07.42613(W) AD(       ) 3
 AN2362  NAD 27      -  28 42 49.54200(N)    096 38 06.50600(W) AD(       ) 3
 AN2362
 AN2362.Superseded values are not recommended for survey control.
 AN2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2362.See file dsdata.txt to determine how the superseded data were derived.
 AN2362
 AN2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3097978594(NAD 83)
 AN2362_MARKER: DS = TRIANGULATION STATION DISK
 AN2362_SETTING: 0 = UNSPECIFIED SETTING
 AN2362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2362
 AN2362  HISTORY     - Date     Condition        Report By
 AN2362  HISTORY     - 1934     MONUMENTED       CGS
 AN2362  HISTORY     - 1970     GOOD             LOCSUR
 AN2362
 AN2362                          STATION DESCRIPTION
 AN2362
 AN2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2362'STATION IS LOCATED ABOUT 6-1/2 MILES N OF PORT LAVACA AND
 AN2362'1-1/2 MILES WSW FROM THE MOUTH OF VENADO CREEK, ON THE N
 AN2362'SHORE OF LAVACA BAY.  IT IS ON HIGH BLUFF BANK LOCALLY CALLED
 AN2362'WEST POINT OR RED BLUFF AND IS 10 METERS NW FROM HIGHEST POINT
 AN2362'ON BLUFF.
 AN2362'
 AN2362'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2362'NO REFERENCE MARK WAS SET.
 AN2362'
 AN2362'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AN2362'WATER TANK AT PORT LAVACA, 165 DEG.  MITCHELL POINT, 129 DEG.
 AN2362'AND DRAWBRIDGE ACROSS LAVACA BAY, 138 DEG.
 AN2362'
 AN2362'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AN2362
 AN2362                          STATION RECOVERY (1970)
 AN2362
 AN2362'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (TG)
 AN2362'RECOVERED BY MUNROE AND BASS
 AN2362'
 AN2362'GAR-GOOD, STATION IS APPROX. 6 FEET FROM BLUFF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1612 ***********************************************************************
 AE1612  DESIGNATION -  GARCENA
 AE1612  PID         -  AE1612
 AE1612  STATE/COUNTY-  TX/STARR
 AE1612  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1612
 AE1612                         *CURRENT SURVEY CONTROL
 AE1612  ___________________________________________________________________
 AE1612* NAD 83(1993)-  26 26 57.66723(N)    098 55 44.15059(W)     ADJUSTED  
 AE1612* NAVD 88     -       120.5    (meters)     395.     (feet)  VERTCON   
 AE1612  ___________________________________________________________________
 AE1612  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 AE1612  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AE1612
 AE1612  HORZ ORDER  -  FIRST
 AE1612
 AE1612.The horizontal coordinates were established by classical geodetic methods
 AE1612.and adjusted by the National Geodetic Survey in February 1996..
 AE1612
 AE1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1612
 AE1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1612
 AE1612.The geoid height was determined by GEOID03.
 AE1612
 AE1612;                    North         East     Units Scale Factor Converg.
 AE1612;SPC TX S     - 5,086,788.729   257,223.742   MT  0.99994083   -0 11 41.1
 AE1612;SPC TX S     -16,688,906.02    843,908.23   sFT  0.99994083   -0 11 41.1
 AE1612;UTM  14      - 2,925,450.242   507,085.172   MT  0.99960062   +0 01 54.0
 AE1612
 AE1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1612!SPC TX S     -   0.99998474  x   0.99994083  =   0.99992557
 AE1612!UTM  14      -   0.99998474  x   0.99960062  =   0.99958536
 AE1612
 AE1612|---------------------------------------------------------------------|
 AE1612| PID    Reference Object                     Distance      Geod. Az  |
 AE1612|                                                           dddmmss.s |
 AE1612| CV3199 GARCENA RM                           15.935 METERS 06906     |
 AE1612| AE1496 SAN JUAN BLACK ABANDONED TANK       APPROX.82.2 KM 1104435.5 |
 AE1612| AE1611 CAMARGO CHURCH STEEPLE              APPROX.17.5 KM 1473921.0 |
 AE1612| AE1660 ROMA CATHOLIC CHURCH SPIRE          APPROX.10.0 KM 2413835.0 |
 AE1612| AE1659 ROMA CHURCH OF COVENANT CUPOLA      APPROX.10.0 KM 2415548.7 |
 AE1612|---------------------------------------------------------------------|
 AE1612
 AE1612                          SUPERSEDED SURVEY CONTROL
 AE1612
 AE1612  NAD 83(1986)-  26 26 57.66806(N)    098 55 44.10839(W) AD(       ) 1
 AE1612  NAD 27      -  26 26 56.44347(N)    098 55 43.00285(W) AD(       ) 1
 AE1612  NGVD 29 (07/19/86)  120.6    (m)          396.     (f) VERT ANG       
 AE1612
 AE1612.Superseded values are not recommended for survey control.
 AE1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1612.See file dsdata.txt to determine how the superseded data were derived.
 AE1612
 AE1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ0708525450(NAD 83)
 AE1612_MARKER: DS = TRIANGULATION STATION DISK
 AE1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1612
 AE1612  HISTORY     - Date     Condition        Report By
 AE1612  HISTORY     - 1917     MONUMENTED       CGS
 AE1612  HISTORY     - 1965     POOR             USGS
 AE1612  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AE1612
 AE1612                          STATION DESCRIPTION
 AE1612
 AE1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1612'STATION IS ON THE HIGHEST PART OF A RIDGE ABOUT 9 MILES WNW
 AE1612'FROM RIOGRANDE, 7 MILES NE OF ROMA, AND 3 MILES N OF A MILITARY
 AE1612'WAGON ROAD LEADING W FROM RIOGRANDE.
 AE1612'
 AE1612'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1612'CONCRETE.
 AE1612'
 AE1612'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1612'
 AE1612'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1612'CONCRETE, 15.935 METERS (52.28 FEET) FROM THE STATION
 AE1612'N 69 DEG 06 MIN E.
 AE1612'
 AE1612'TO REACH THE STATION, TAKE THE ROAD LEADING N THROUGH A
 AE1612'LANE JUST E OF A SMALL FRAME HOUSE WITH RED PICKET FENCE ABOUT
 AE1612'1 MILE W OF A MEXICAN SETTLEMENT, WITH A SMALL STORE.  ABOUT 1/2
 AE1612'MILE FROM THE MILITARY ROAD TAKE THE LEFT FORK.  AND 1/2 MILE
 AE1612'FARTHER THE LEFT FORK AGAIN.  PROCEED TO A FENCED, UNCULTIVATED
 AE1612'LOT ABOUT 3 MILES FROM THE MILITARY ROAD.  AND FOLLOW THE RIDGE
 AE1612'TO THE RIGHT 1/2 MILE TO THE STATION.
 AE1612'
 AE1612'ELEVATION OF STATION, 120.6 METERS (396 FEET).
 AE1612
 AE1612                          STATION RECOVERY (1965)
 AE1612
 AE1612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1612'STATION IS LEANING CONSIDERABLY, AND THE BASE OF THE CONCRETE
 AE1612'POST BROKEN AWAY (AS THOUGH SOME ATTEMPT HAD BEEN MADE TO DIG IT
 AE1612'OUT).
 AE1612
 AE1612                          STATION RECOVERY (1969)
 AE1612
 AE1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AE1612'THE SURFACE STATION MARK (12 X 12 INCH SQUARE AND 14 INCHES
 AE1612'LONG) WAS FOUND UPROOTED.  CONCRETE WAS FOUND 52 FEET NORTHEAST
 AE1612'OF THIS POINT AND THOUGHT TO BE THE REMAINS OF THE REFERENCE
 AE1612'MARK.  A DEEP HOLE WAS DUG UNDER THE POINT WHERE THE STATION
 AE1612'MARK WAS FOUND BUT NO TRACE OF THE UNDERGROUND MARK COULD BE
 AE1612'FOUND.  THE SURFACE STATION MARK WAS LEFT IN THE HOLE BUT IT
 AE1612'IS THOUGHT THAT THIS STATION SHOULD BE CONSIDERED AS LOST.
 AE1612'
 AE1612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 AE1612'NORTHEAST OF ROMA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1597 ***********************************************************************
 AE1597  DESIGNATION -  GARCIA
 AE1597  PID         -  AE1597
 AE1597  STATE/COUNTY-  TX/STARR
 AE1597  USGS QUAD   -  LA GRULLA (1965)
 AE1597
 AE1597                         *CURRENT SURVEY CONTROL
 AE1597  ___________________________________________________________________
 AE1597* NAD 83(1993)-  26 20 42.62362(N)    098 42 29.49141(W)     ADJUSTED  
 AE1597* NAVD 88     -        72.5    (meters)     238.     (feet)  VERTCON   
 AE1597  ___________________________________________________________________
 AE1597  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AE1597  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AE1597
 AE1597  HORZ ORDER  -  FIRST
 AE1597
 AE1597.The horizontal coordinates were established by classical geodetic methods
 AE1597.and adjusted by the National Geodetic Survey in February 1996..
 AE1597
 AE1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1597
 AE1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1597
 AE1597.The geoid height was determined by GEOID03.
 AE1597
 AE1597;                    North         East     Units Scale Factor Converg.
 AE1597;SPC TX S     - 5,075,191.357   279,218.422   MT  0.99995983   -0 05 40.3
 AE1597;SPC TX S     -16,650,856.98    916,069.11   sFT  0.99995983   -0 05 40.3
 AE1597;UTM  14      - 2,913,943.412   529,117.663   MT  0.99961047   +0 07 46.2
 AE1597
 AE1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1597!SPC TX S     -   0.99999235  x   0.99995983  =   0.99995218
 AE1597!UTM  14      -   0.99999235  x   0.99961047  =   0.99960283
 AE1597
 AE1597|---------------------------------------------------------------------|
 AE1597| PID    Reference Object                     Distance      Geod. Az  |
 AE1597|                                                           dddmmss.s |
 AE1597| CV3200 GARCIA RM                            19.190 METERS 00908     |
 AE1597| AE1610 RIOGRANDE STANDPIPE                 APPROX.10.9 KM 2873609.7 |
 AE1597|---------------------------------------------------------------------|
 AE1597
 AE1597                          SUPERSEDED SURVEY CONTROL
 AE1597
 AE1597  NAD 83(1986)-  26 20 42.62702(N)    098 42 29.45203(W) AD(       ) 1
 AE1597  NAD 27      -  26 20 41.38228(N)    098 42 28.36003(W) AD(       ) 1
 AE1597  NGVD 29 (07/19/86)   72.6    (m)          238.     (f) VERT ANG       
 AE1597
 AE1597.Superseded values are not recommended for survey control.
 AE1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1597.See file dsdata.txt to determine how the superseded data were derived.
 AE1597
 AE1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ2911813943(NAD 83)
 AE1597_MARKER: DS = TRIANGULATION STATION DISK
 AE1597_SETTING: 0 = UNSPECIFIED SETTING
 AE1597
 AE1597  HISTORY     - Date     Condition        Report By
 AE1597  HISTORY     - 1917     MONUMENTED       CGS
 AE1597  HISTORY     - 1932     POOR             CGS
 AE1597  HISTORY     - 1965     POOR             USGS
 AE1597  HISTORY     - 1969     MARK NOT FOUND   CGS
 AE1597
 AE1597                          STATION DESCRIPTION
 AE1597
 AE1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE1597'STATION IS ABOUT 2 MILES NNW OF GARCIAS POST OFFICE, 2 MILES
 AE1597'N OF THE MILITARY WAGON ROAD, ABOUT 1/2 MILE S OF A CLEARED
 AE1597'FIELD WITH A LARGE, LONE MESQUITE TREE IN THE CENTER, 20 METERS
 AE1597'(66 FEET) E OF A WIRE FENCE, AND 17 METERS (56 FEET) W OF THE
 AE1597'CENTER OF A RANCH ROAD WHICH LEAVES THE MILITARY ROAD 0.7
 AE1597'MILE W OF GARCIAS POST OFFICE AT THE SW CORNER OF SOME CLEARED
 AE1597'FIELDS AND RUNS N.
 AE1597'
 AE1597'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1597'CONCRETE.
 AE1597'
 AE1597'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1597'
 AE1597'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1597'CONCRETE, 19.19 METERS (63.0 FEET) FROM THE STATION N 09 DEG 08 MIN E.
 AE1597'
 AE1597'BEARING FROM STATION TO RIOGRANDE STANDPIPE IS N 72 DEG 14 MIN W.
 AE1597'
 AE1597'ELEVATION OF STATION, 72.6 METERS (238 FEET).
 AE1597
 AE1597                          STATION RECOVERY (1932)
 AE1597
 AE1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AE1597'IT WAS REPORTED THAT THE STATION (SURFACE) AND REFERENCE
 AE1597'MARKS WERE PLOWED UP AND LYING LOOSE IN THE FIELD.
 AE1597'
 AE1597'STATION REACHED IN 1932 BY GOING W ON HIGHWAY 4, 1.75 MILES
 AE1597'FROM MAIN ROAD LEADING S TO GARCIASVILLE.  THENCE ON TRAIL TO
 AE1597'N AT E EDGE OF HILL 0.42 MILE TO SW CORNER OF FIELD, THEN E
 AE1597'ALONG S EDGE OF FIELD, 0.54 MILE TO STATION SITE.
 AE1597
 AE1597                          STATION RECOVERY (1965)
 AE1597
 AE1597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1597'STATION IS NOW IN A PLOWED FIELD AND HAS BEEN HIT.  SUB SURFACE
 AE1597'MARK WAS NOT CHECKED.  SOUTH OF STATION, RECOVERED SMALL
 AE1597'CONCRETE POST WITH SQ. BOLT SET IN TOP.  NO OTHER REFERENCE
 AE1597'MARKS WERE RECOVERED.
 AE1597
 AE1597                          STATION RECOVERY (1969)
 AE1597
 AE1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AE1597'A SEARCH WAS MADE BUT NO TRACE OF THE STATION COULD BE FOUND.
 AE1597'THE SITE IS NOW UNDER CULTIVATION BY THE LA CASITA FARMS AND
 AE1597'THE FOREMAN SAID THAT HE HAD NO KNOWLEDGE OF THE MARKS BUT
 AE1597'CHECKED WITH OTHER HELP AND NOTHING WAS FOUND OUT FROM THEM.
 AE1597'THIS STATION SHOULD BE CONSIDERED AS LOST.
 AE1597'
 AE1597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 AE1597'NORTHWEST OF GARCIASVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1276 ***********************************************************************
 AJ1276  DESIGNATION -  GARCIA
 AJ1276  PID         -  AJ1276
 AJ1276  STATE/COUNTY-  TX/BROOKS
 AJ1276  USGS QUAD   -  PALOMAS RANCH SW (1968)
 AJ1276
 AJ1276                         *CURRENT SURVEY CONTROL
 AJ1276  ___________________________________________________________________
 AJ1276* NAD 83(1993)-  27 07 19.18158(N)    098 26 17.59129(W)     ADJUSTED  
 AJ1276* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 AJ1276  ___________________________________________________________________
 AJ1276  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 AJ1276  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AJ1276
 AJ1276  HORZ ORDER  -  FIRST
 AJ1276
 AJ1276.The horizontal coordinates were established by classical geodetic methods
 AJ1276.and adjusted by the National Geodetic Survey in February 1996..
 AJ1276
 AJ1276.The orthometric height was scaled from a topographic map.
 AJ1276
 AJ1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1276
 AJ1276.The geoid height was determined by GEOID03.
 AJ1276
 AJ1276;                    North         East     Units Scale Factor Converg.
 AJ1276;SPC TX S     - 5,161,239.583   306,124.725   MT  0.99989701   +0 01 41.0
 AJ1276;SPC TX S     -16,933,166.87  1,004,344.20   sFT  0.99989701   +0 01 41.0
 AJ1276;UTM  14      - 3,000,071.855   555,677.380   MT  0.99963827   +0 15 22.0
 AJ1276
 AJ1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1276!SPC TX S     -   0.99998684  x   0.99989701  =   0.99988385
 AJ1276!UTM  14      -   0.99998684  x   0.99963827  =   0.99962511
 AJ1276
 AJ1276:                Primary Azimuth Mark                     Grid Az
 AJ1276:SPC TX S     -  GARCIA AZ MK 2                           119 35 45.1
 AJ1276:UTM  14      -  GARCIA AZ MK 2                           119 22 04.1
 AJ1276
 AJ1276|---------------------------------------------------------------------|
 AJ1276| PID    Reference Object                     Distance      Geod. Az  |
 AJ1276|                                                           dddmmss.s |
 AJ1276| CV3202 GARCIA AZ MK 2                                     1193726.1 |
 AJ1276| CV3203 GARCIA RM 1                          36.231 METERS 13826     |
 AJ1276| CV3201 GARCIA AZ MK                                       1512711.4 |
 AJ1276| CV3205 GARCIA RM 3                          26.620 METERS 17210     |
 AJ1276| CV3204 GARCIA RM 2                          35.985 METERS 24441     |
 AJ1276|---------------------------------------------------------------------|
 AJ1276
 AJ1276                          SUPERSEDED SURVEY CONTROL
 AJ1276
 AJ1276  NAD 83(1986)-  27 07 19.18792(N)    098 26 17.56285(W) AD(       ) 1
 AJ1276  NAD 27      -  27 07 18.02700(N)    098 26 16.51900(W) AD(       ) 1
 AJ1276
 AJ1276.Superseded values are not recommended for survey control.
 AJ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1276.See file dsdata.txt to determine how the superseded data were derived.
 AJ1276
 AJ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR5567700072(NAD 83)
 AJ1276_MARKER: DS = TRIANGULATION STATION DISK
 AJ1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1276_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1276
 AJ1276  HISTORY     - Date     Condition        Report By
 AJ1276  HISTORY     - 1935     MONUMENTED       CGS
 AJ1276  HISTORY     - 1938     GOOD             TXGS
 AJ1276  HISTORY     - 1956     GOOD             AEROS
 AJ1276  HISTORY     - 1961     GOOD             CGS
 AJ1276
 AJ1276                          STATION DESCRIPTION
 AJ1276
 AJ1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1276'STATION IS LOCATED 7-1/4 MILES NE OF ALTA VISTA, 16-1/2 MILES
 AJ1276'SE OF HEBBRONVILLE AND 1-1/4 MILES E OF THE BROOKS-JIM HOGG
 AJ1276'COUNTY LINE.  OWNER UNKNOWN.
 AJ1276'
 AJ1276'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 AJ1276'SET IN CONCRETE.
 AJ1276'
 AJ1276'REFERENCE MARK NO. 1 IS W OF STATION AND PROJECTS 6 INCHES.
 AJ1276'
 AJ1276'REFERENCE MARK NO. 2 IS E OF STATION AND PROJECTS APPROXIMATELY
 AJ1276'8 INCHES.
 AJ1276'
 AJ1276'AZIMUTH MARK IS 0.5 MILE E OF STATION IN FENCE LINE.
 AJ1276'
 AJ1276'TO REACH THE STATION FROM THE POST OFFICE IN ALTA VISTA TAKE
 AJ1276'THE ROAD LEADING NE (WHICH IS A DIM LEFT FORK LEADING OFF
 AJ1276'FROM IN FRONT OF THE RANCH HOUSE) AND GO 0.85 MILE TO A
 AJ1276'GATE.  PASS THRU GATE AND GO 0.90 MILE TO ANOTHER GATE AT
 AJ1276'A WINDMILL AND CORRAL ON RIGHT.  PASS THRU GATE AND FOLLOW
 AJ1276'MAIN ROAD IN A NE DIRECTION FOR 4.35 MILES TO ANOTHER GATE.
 AJ1276'PASS THRU GATE AND TAKE LEFT FORK FOR 1.15 MILES TO ANOTHER
 AJ1276'GATE.  PASS THRU GATE AND GO 1.0 MILE AND TAKE DIM RIGHT
 AJ1276'FORK.  GO 0.1 MILE TO GATE AND OLD HOUSE SITE.  PASS THRU
 AJ1276'GATE AND CONTINUE STRAIGHT AHEAD (E) AND STATION ON TOP.
 AJ1276'THERE IS A WINDMILL 0.5 MILE DISTANT N 31 DEG W,
 AJ1276'ANOTHER 1.0 MILE DISTANT S 7 DEG W, AND ANOTHER
 AJ1276'ABOUT 2.25 MILES S 72 DEG W.
 AJ1276
 AJ1276                          STATION RECOVERY (1938)
 AJ1276
 AJ1276'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 AJ1276'CONDITION OF STATION, AZIMUTH MARK AND REFERENCE MARKS GOOD.
 AJ1276'ORIGINAL DESCRIPTION GOOD.
 AJ1276
 AJ1276                          STATION RECOVERY (1956)
 AJ1276
 AJ1276'RECOVERY NOTE BY AERO SERVICE CORPORATION 1956 (SY)
 AJ1276'LETTER OF MR. SAM YATES, AERO SERVICE CORP., PHILADELPHIA,
 AJ1276'PA., DATED MAY 28, 1956--
 AJ1276'
 AJ1276'STATION IS IN GOOD CONDITION.  THE AZIMUTH MARK AND R.M. 1
 AJ1276'HAVE BEEN DESTROYED.  BOTH ARE LYING OVER ON THEIR SIDES
 AJ1276'IN WIND BLOWN DEPRESSIONS.
 AJ1276
 AJ1276                          STATION RECOVERY (1961)
 AJ1276
 AJ1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1276'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 AJ1276'GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 AJ1276'HAVE BEEN DESTROYED.  REFERENCE MARK NO. 3 AND A NEW AZIMUTH
 AJ1276'MARK WERE SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 AJ1276'NO. 2 WERE VERIFIED.  APPARENTLY THE DIRECTION TO REFERENCE
 AJ1276'MARK NO. 2 WAS LISTED AS THE DIRECTION TO REFERENCE NO. 1
 AJ1276'ON THE ORIGINAL LIST.
 AJ1276'
 AJ1276'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AJ1276'
 AJ1276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 AJ1276'STATE HIGHWAY 285, GO WEST ON HIGHWAY 285 FOR 1.75 MILES TO
 AJ1276'A CROSSROAD.  (FARM ROAD 754 GOES NORTH) TURN LEFT AND GO
 AJ1276'SOUTH ON A PAVED ROAD 2.5 MILES TO A T-INTERSECTION.  TURN
 AJ1276'RIGHT AND GO WESTERLY ON A PAVED ROAD 5.8 MILES TO A PAVED
 AJ1276'ROAD ON THE LEFT.  CONTINUE WESTERLY ON THE PAVED ROAD 4.1
 AJ1276'MILES TO A ROAD ON THE RIGHT AT THE ENTRANCE TO THE
 AJ1276'MILLS-BENNETT RANCH.  CONTINUE WEST AND SOUTH ON THE MAIN PAVED
 AJ1276'ROAD 4.95 MILES TO A ROAD ON THE RIGHT AT A SIGN SAUNDERS
 AJ1276'RANCH 3-1/2 MILES.  TURN RIGHT AND GO WEST ON THE MAIN
 AJ1276'ROAD 1.95 MILE TO A CATTLE GUARD AND GATE.  CROSS
 AJ1276'THE CATTLE GUARD, PASS THROUGH THE GATE AND CONTINUE
 AJ1276'WEST ON THE MAIN SAND ROAD 0.5 MILE TO A FORK.
 AJ1276'CONTINUE STRAIGHT AHEAD, LEFT FORK AND GO SOUTHWEST AND
 AJ1276'SOUTH ON THE MAIN ROAD TO A FORK.  BEAR RIGHT AND GO
 AJ1276'SOUTHWEST ON A SAND TRACK ROAD 0.35 MILE TO A FORK.  BEAR
 AJ1276'RIGHT ON A DEEP SAND ROAD AND GO WEST 0.35 MILE TO A
 AJ1276'WINDMILL.  PASS TO THE RIGHT OF THE WINDMILL FOR ABOUT 50
 AJ1276'FEET TO A FENCE.  BEAR RIGHT AND GO NORTH ALONG THE EAST
 AJ1276'SIDE OF THE FENCE 0.1 MILE TO A GATE.  TURN LEFT, PASS THROUGH
 AJ1276'THE GATE, THEN BEAR RIGHT AND CONTINUE NORTH ALONG THE WEST
 AJ1276'SIDE OF THE FENCE 0.3 MILE TO A T-FENCE CORNER AND GATE AND THE
 AJ1276'AZIMUTH MARK ON THE LEFT.  PASS THROUGH THE GATE, BEAR LEFT
 AJ1276'AND GO WEST AND NORTH ACROSS COUNTRY 0.3 MILE TO THE STATION
 AJ1276'ON A SMALL MOUND.
 AJ1276'
 AJ1276'STATION MARK IS A STANDARD DISK STAMPED GARCIA 1935, SET IN
 AJ1276'A ROUND CONCRETE POST WHICH PROJECTS 16 INCHES.
 AJ1276'IT IS 1.4 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 AJ1276'DISK WAS NOT INSPECTED BY THIS PARTY.
 AJ1276'
 AJ1276'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GARCIA NO 2
 AJ1276'1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 16 INCHES.
 AJ1276'IT IS SOUTHWEST OF THE STATION AND ABOUT 1 FOOT LOWER IN
 AJ1276'ELEVATION THAN THE STATION.
 AJ1276'
 AJ1276'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GARCIA NO 3
 AJ1276'1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AJ1276'IT IS SOUTH OF THE STATION AND ABOUT 2 FEET LOWER IN ELEVATION
 AJ1276'THAN THE STATION
 AJ1276'
 AJ1276'AZIMUTH MARK IS A STANDARD DISK STAMPED GARCIA 1935 RESET 1961,
 AJ1276'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 AJ1276'IS 13 FEET WEST OF THE WEST GATE POST, 1.7 FEET WEST OF A
 AJ1276'METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 AJ1276'
 AJ1276'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1276'
 AJ1276'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0987 ***********************************************************************
 CB0987  DESIGNATION -  GARDEN
 CB0987  PID         -  CB0987
 CB0987  STATE/COUNTY-  TX/GLASSCOCK
 CB0987  USGS QUAD   -  DEWEY LAKE SE (1965)
 CB0987
 CB0987                         *CURRENT SURVEY CONTROL
 CB0987  ___________________________________________________________________
 CB0987* NAD 83(1993)-  31 48 48.49675(N)    101 31 27.14334(W)     ADJUSTED  
 CB0987* NAVD 88     -       830.4    (meters)    2724.     (feet)  VERTCON   
 CB0987  ___________________________________________________________________
 CB0987  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CB0987  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CB0987
 CB0987  HORZ ORDER  -  FIRST
 CB0987
 CB0987.The horizontal coordinates were established by classical geodetic methods
 CB0987.and adjusted by the National Geodetic Survey in February 1996..
 CB0987
 CB0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0987
 CB0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0987
 CB0987.The geoid height was determined by GEOID03.
 CB0987
 CB0987;                    North         East     Units Scale Factor Converg.
 CB0987;SPC TX C     - 3,238,597.311   587,247.624   MT  0.99998198   -0 36 48.1
 CB0987;SPC TX C     -10,625,298.01  1,926,661.58   sFT  0.99998198   -0 36 48.1
 CB0987;UTM  14      - 3,522,536.415   261,059.193   MT  1.00030418   -1 19 52.6
 CB0987
 CB0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0987!SPC TX C     -   0.99987347  x   0.99998198  =   0.99985545
 CB0987!UTM  14      -   0.99987347  x   1.00030418  =   1.00017761
 CB0987
 CB0987:                Primary Azimuth Mark                     Grid Az
 CB0987:SPC TX C     -  GARDEN CITY METH CH STEEPLE              034 33 00.9
 CB0987:UTM  14      -  GARDEN CITY METH CH STEEPLE              035 16 05.4
 CB0987
 CB0987|---------------------------------------------------------------------|
 CB0987| PID    Reference Object                     Distance      Geod. Az  |
 CB0987|                                                           dddmmss.s |
 CB0987| CH9414 GARDEN CITY METH CH STEEPLE                        0335612.8 |
 CB0987| CH9412 GARDEN RM 1                          42.350 METERS 06241     |
 CB0987| CI0235 PROP MON NE COR TRANSFORMER                        2690010.4 |
 CB0987| CH9413 GARDEN RM 2                                        2972957.3 |
 CB0987| CU1130 AIRWAYS BEACON 26                   APPROX.49.6 KM 3061542.7 |
 CB0987| CB0988 SHELL PUMPING STA WATER TK          APPROX. 0.7 KM 3161444.5 |
 CB0987| CB0989 SHELL PUMPING STA STORAGE TK        APPROX. 0.6 KM 3170921.0 |
 CB0987|---------------------------------------------------------------------|
 CB0987
 CB0987                          SUPERSEDED SURVEY CONTROL
 CB0987
 CB0987  NAD 83(1986)-  31 48 48.50336(N)    101 31 27.13261(W) AD(       ) 1
 CB0987  NAD 27      -  31 48 48.01800(N)    101 31 25.69900(W) AD(       ) 1
 CB0987  NGVD 29 (07/19/86)  830.1    (m)         2723.     (f) VERT ANG       
 CB0987
 CB0987.Superseded values are not recommended for survey control.
 CB0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0987.See file dsdata.txt to determine how the superseded data were derived.
 CB0987
 CB0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA6105922536(NAD 83)
 CB0987_MARKER: DS = TRIANGULATION STATION DISK
 CB0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0987
 CB0987  HISTORY     - Date     Condition        Report By
 CB0987  HISTORY     - 1932     MONUMENTED       CGS
 CB0987  HISTORY     - 1936     GOOD             CGS
 CB0987  HISTORY     - 1937     GOOD             TXHD
 CB0987  HISTORY     - 1938     GOOD             TSI
 CB0987  HISTORY     - 1943     GOOD             CGS
 CB0987  HISTORY     - 1962     GOOD             USGS
 CB0987
 CB0987                          STATION DESCRIPTION
 CB0987
 CB0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CB0987'ABOUT 3-1/2 MILES S AND 2-1/2 MILES W OF GARDEN CITY, ON
 CB0987'HIGHEST POINT OF RIDGE ONE-HALF MILE SE OF SHELL OIL COMPANY
 CB0987'PUMPING STATION, 478 FEET E BY S OF THE NE PROPERTY MONUMENT
 CB0987'OF THE TEXAS P. AND L. COMPANY TRANSFORMER YARD, 234 FEET E
 CB0987'BY S OF THE FIRST SET OF POLES E OF THE YARD OF THE TRANSMISSION
 CB0987'LINE, AND 139.0 FEET SW OF THREE POLES AT ANGLE IN TRANSMISSION
 CB0987'LINE.
 CB0987'
 CB0987'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN CONCRETE.
 CB0987'
 CB0987'SURFACE MARK PROJECTS 6 INCHES ABOVE GROUND.
 CB0987'
 CB0987'REFERENCE MARKS ARE BRONZE REFERENCE DISKS IN CONCRETE.
 CB0987'REFERENCE MARK 1 PROJECTS 6 INCHES ABOVE GROUND, IS 24.7
 CB0987'FEET S OF THE MOST S POLE OF TRANSMISSION LINE, AND IS 138.89
 CB0987'FEET FROM STATION N 62 DEG 41 MIN E.  REFERENCE MARK
 CB0987'2 PROJECTS 5 INCHES ABOVE GROUND, IS 7 FEET NW OF THE NEAREST
 CB0987'TRANSMISSION-LINE POLE, AND 0.2 MILE FROM STATION
 CB0987'N 62 DEG 31 MIN W.
 CB0987'
 CB0987'OTHER BEARINGS FROM STATION ARE--NE CORNER OF TRANSMISSION
 CB0987'YARD, PROPERTY MONUMENT, S 89 DEG 00 MIN W.  SHELL PUMPING
 CB0987'STATION, BLACK WATER TANK, FINIAL, APPROXIMATELY 0.5 MILE DISTANT,
 CB0987'N 43 DEG 46 MIN W.  SHELL PUMPING STATION, STORAGE TANK,
 CB0987'FINIAL, DISTANT ABOUT 0.5 MILE.  N 42 DEG 51 MIN W.  GARDEN
 CB0987'CITY, METHODIST CHURCH, STEEPLE, N 33 DEG 56 MIN E.
 CB0987'
 CB0987'TO REACH STATION FROM GARDEN CITY GO W OUT OF TOWN ON SECTION-LINE
 CB0987'ROAD ALONG S SIDE OF LARGE BRICK SCHOOL BUILDING, CONTINUING
 CB0987'W 1.3 MILES FROM SCHOOL.  TURN S AND GO 1.0 MILE.  W 1.0 MILE TO
 CB0987'CATTLE GUARD.  CROSS GUARD, TURN LEFT ONTO ANGLING ROAD AND GO
 CB0987'SW TO SHELL COMPANY PUMP STATION.  THEN FOLLOW E FENCE LINE OF
 CB0987'PUMP STATION TO TRANSMISSION-LINE TRANSFORMER YARD.  TURN
 CB0987'E AND CONTINUE ALONG CREST OF RIDGE 478 FEET TO STATION.
 CB0987
 CB0987                          STATION RECOVERY (1936)
 CB0987
 CB0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (PCB)
 CB0987'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION CORRECT.
 CB0987
 CB0987                          STATION RECOVERY (1937)
 CB0987
 CB0987'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0987'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION
 CB0987'AND AS DESCRIBED.  DESCRIPTION FOR LOCATING STATION IS SATISFACTORY.
 CB0987
 CB0987                          STATION RECOVERY (1938)
 CB0987
 CB0987'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 CB0987'RECOVERED BY EDGAR TOBIN AERIAL SURVEY
 CB0987'
 CB0987'RECOVERED AS DESCRIBED.
 CB0987
 CB0987                          STATION RECOVERY (1943)
 CB0987
 CB0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0987'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CB0987'THE 1932 DESCRIPTION BY C.I. ASLAKSON WAS FOUND TO BE COMPLETE
 CB0987'AND ADEQUATE EXCEPT THE TO REACH.
 CB0987'
 CB0987'TO REACH FROM GARDEN CITY, GO W ON STATE HIGHWAY 158 FOR 1.3
 CB0987'MILES.  TURN LEFT ON DIRT ROAD, GO 1.2 MILES.  TURN RIGHT,
 CB0987'GO 1.0 MILE, TURN LEFT THROUGH CATTLE GUARD AND GO SW 1.75 MILES
 CB0987'TO WITHIN ABOUT 0.1 MILE OF THE SHELL COMPANY PUMP STATION.
 CB0987'TURN LEFT ALONG E SIDE OF FENCE AND PROCEED TO ELECTRIC
 CB0987'TRANSFORMERS AND SUB-STATION, 0.2 MILE.  CONTINUE ALONG TOP
 CB0987'OF RIDGE FOR 0.5 MILE TO THE STATION.
 CB0987
 CB0987                          STATION RECOVERY (1962)
 CB0987
 CB0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CB0987'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST,
 CB0987'STAMPED ---GARDEN 1932---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0252 ***********************************************************************
 AW0252  DESIGNATION -  GARDEN VILLAS
 AW0252  PID         -  AW0252
 AW0252  STATE/COUNTY-  TX/HARRIS
 AW0252  USGS QUAD   -  PARK PLACE (1995)
 AW0252
 AW0252                         *CURRENT SURVEY CONTROL
 AW0252  ___________________________________________________________________
 AW0252* NAD 83(1993)-  29 39 12.85628(N)    095 18 29.69228(W)     ADJUSTED  
 AW0252* NAVD 88     -        10.69   (+/-2cm)      35.1    (feet)  VERTCON   
 AW0252  ___________________________________________________________________
 AW0252  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW0252  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW0252
 AW0252  HORZ ORDER  -  FIRST
 AW0252  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0252
 AW0252.The horizontal coordinates were established by classical geodetic methods
 AW0252.and adjusted by the National Geodetic Survey in February 1996..
 AW0252
 AW0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0252.The vertical order pertains to the NGVD 29 superseded value.
 AW0252
 AW0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0252
 AW0252.The geoid height was determined by GEOID03.
 AW0252
 AW0252;                    North         East     Units Scale Factor Converg.
 AW0252;SPC TXSC     - 4,207,371.682   957,331.387   MT  0.99987865   +1 48 31.1
 AW0252;SPC TXSC     -13,803,685.26  3,140,844.73   sFT  0.99987865   +1 48 31.1
 AW0252;UTM  15      - 3,282,626.658   276,574.593   MT  1.00021597   -1 08 33.0
 AW0252
 AW0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0252!SPC TXSC     -   1.00000259  x   0.99987865  =   0.99988124
 AW0252!UTM  15      -   1.00000259  x   1.00021597  =   1.00021856
 AW0252
 AW0252:                Primary Azimuth Mark                     Grid Az
 AW0252:SPC TXSC     -  HOUSTON WOODRIDGE BAP CH SPIRE           010 40 07.4
 AW0252:UTM  15      -  HOUSTON WOODRIDGE BAP CH SPIRE           013 37 11.5
 AW0252
 AW0252|---------------------------------------------------------------------|
 AW0252| PID    Reference Object                     Distance      Geod. Az  |
 AW0252|                                                           dddmmss.s |
 AW0252| AW6529 HOUSTON WOODRIDGE BAP CH SPIRE      APPROX. 5.3 KM 0122838.5 |
 AW0252| AW6523 HOUSTON PARK PLACE BAP CHURCH       APPROX. 4.3 KM 0450754.7 |
 AW0252| CV7192 GARDEN VILLAS RM 1                   26.493 METERS 08748     |
 AW0252| AW6528 APT BEACON HOUSTON INTNL APT        APPROX. 2.3 KM 1084704.4 |
 AW0252| AW0179 HOUSTON S BASE RM 3                 APPROX. 3.7 KM 1745712.0 |
 AW0252| AW6542 HOUSTON CLOVERLAND WATER TANK       APPROX. 5.1 KM 2590647.0 |
 AW0252| AW6537 HOUSTON CRESTMONT PARK TANK         APPROX. 3.0 KM 2764754.0 |
 AW0252| AW6541 HOUSTON BUTLER DRILLING MAST        APPROX. 5.4 KM 3011933.8 |
 AW0252| AW6536 HOUSTON SOUTHCREST PARK TANK        APPROX. 3.8 KM 3120012.8 |
 AW0252| CV7193 GARDEN VILLAS RM 2                   24.067 METERS 32203     |
 AW0252|---------------------------------------------------------------------|
 AW0252
 AW0252                          SUPERSEDED SURVEY CONTROL
 AW0252
 AW0252  NAD 83(1986)-  29 39 12.87057(N)    095 18 29.67262(W) AD(       ) 1
 AW0252  NAD 27      -  29 39 12.03922(N)    095 18 28.89916(W) AD(       ) 1
 AW0252  NGVD 29 (??/??/92)   10.687  (m)           35.06   (f) ADJ UNCH    1 1
 AW0252
 AW0252.Superseded values are not recommended for survey control.
 AW0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0252.See file dsdata.txt to determine how the superseded data were derived.
 AW0252
 AW0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7657582627(NAD 83)
 AW0252_MARKER: DD = SURVEY DISK
 AW0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0252_SP_SET: FOUNDATION
 AW0252_STAMPING: GARDER VILLAS 1938
 AW0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0252
 AW0252  HISTORY     - Date     Condition        Report By
 AW0252  HISTORY     - 1938     MONUMENTED       HLPCO
 AW0252  HISTORY     - 1939     MARK NOT FOUND   USPSQD
 AW0252  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AW0252  HISTORY     - 1973     GOOD             NGS
 AW0252  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0252  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0252  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0252  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0252  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0252  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0252  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0252  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0252  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0252  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0252  HISTORY     - 19950624 GOOD             USPSQD
 AW0252
 AW0252                          STATION DESCRIPTION
 AW0252
 AW0252'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1938 (JMC)
 AW0252'LOCATED ON GARDEN VILLAS WATER TANK NORTH OF CAYTON BETWEEN
 AW0252'SANTE FE AND KOPMAN STREETS, THE STATION OCCUPIED WAS ON
 AW0252'THE WOODEN PLATFORM JUST BELOW THE TANK, SINCE DESTROYED.
 AW0252'THE GROUND POINT, DIRECTLY BELOW, IS MARKED BY A STANDARD
 AW0252'H.L. AND P. BRONZE DISK STAMPED GARDEN VILLAS--1938 0.4
 AW0252'FOOT BELOW THE SURFACE, 26.15 FEET FROM THE NORTHWEST LEG,
 AW0252'26.4 FEET FROM THE NORTHEAST LEG, 29.35 FEET FROM THE SOUTHEAST
 AW0252'LEG, AND 29.25 FEET FROM THE SOUTHWEST LEG, ALL MEASURED
 AW0252'FROM THE NEAREST CORNER OF THE CONCRETE FOOTINGS AND 1.7
 AW0252'FEET FROM THE 10 INCH STANDPIPE.
 AW0252
 AW0252                          STATION RECOVERY (1939)
 AW0252
 AW0252'RECOVERY NOTE BY US POWER SQUADRON 1939 (LD)
 AW0252'MARK NOT FOUND.
 AW0252
 AW0252                          STATION RECOVERY (1968)
 AW0252
 AW0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0252'COULD NOT MEASURE BETWEEN R.M.S.  BUILDING ON LINE.
 AW0252'
 AW0252'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 AW0252'
 AW0252'THE STATION IS LOCATED ON THE PROPERTY OF THE HOUSTON WATER
 AW0252'DEPARTMENT.  IT IS ABOUT 1-3/4 MILES WEST OF THE TERMINAL BUILDING
 AW0252'OF THE HOUSTON INTERNATIONAL AIRPORT, 1 MILE EAST OF THE CITY
 AW0252'PRISON FARM AND NEAR THE SOUTH CORNER OF THE FENCED AREA OF THE OLD
 AW0252'WATER TANK SITE.
 AW0252'
 AW0252'TO REACH THE STATION FROM THE INTERSECTION OF BELLFORT AND MYKAWA
 AW0252'ROAD, GO SOUTH ON MYKAWA ROAD FOR 0.95 MILE TO A SIDE ROAD LEFT.
 AW0252'TURN LEFT AND GO EAST, CROSSING RAILROAD TRACKS, ON DILLON STREET
 AW0252'FOR ABOUT 150 FEET TO A CROSSROAD.  TURN LEFT AND GO NORTH ON
 AW0252'STATION STREET FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 AW0252'AND GO NORTHEAST ON CAYTON STREET FOR 0.55 MILE TO A CROSSROAD
 AW0252'(SANTA FE STREET).  CONTINUE NORTHEAST ON CAYTON STREET FOR 0.2
 AW0252'MILE TO A LOCKED GATE ON THE LEFT AND THE STATION AS
 AW0252'DESCRIBED.
 AW0252'
 AW0252'THE STATION MARK IS A STANDARD HOUSTON LIGHTING AND POWER COMPANY
 AW0252'TRIANGULATION STATION DISK WHICH IN UN-STAMPED.  IT IS ATTACHED TO
 AW0252'THE TOP OF A 3-INCH SQUARE IRON POST AND IS 8 INCHES BELOW THE
 AW0252'GROUND SURFACE.  IT IS 64.2 FEET NORTH OF THE SOUTH CORNER OF THE
 AW0252'FENCED AREA, 43.4 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AW0252'FENCED AREA, 33 FEET EAST OF THE NORTHWEST EDGE OF THE FENCED AREA
 AW0252'AND 2 FEET WEST-NORTHWEST OF A 2 FOOT STUB OF A WATER TANK RISER
 AW0252'WHICH IS LOCATED IN THE CENTER OF FOUR CONCRETE FOOTINGS FOR THE
 AW0252'WATER TANK.
 AW0252'
 AW0252'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GARDEN VILLAS HLPCO
 AW0252'NO 1 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW0252'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 55.4 FEET EAST OF
 AW0252'THE EAST CORNER OF THE SOUTHEAST CONCRETE FOOTING FOR A WATER TANK
 AW0252'SUPPORT LEG, 34.5 FEET SOUTHWEST OF THE CENTER OF THE LOCKED GATE AND
 AW0252'0.9 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF THE FENCED AREA.
 AW0252'
 AW0252'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GARDEN VILLAS HLPCO
 AW0252'NO 2 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW0252'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET NORTHWEST OF
 AW0252'THE RISER STUB, 58.2 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 AW0252'OF THE NORTHWEST CONCRETE FOOTING FOR A WATER TANK SUPPORT LEG AND
 AW0252'0.6 FOOT EAST OF THE NORTHWEST EDGE OF THE FENCED AREA.
 AW0252'
 AW0252'TO REACH HCS MARK 5553-0904 FROM THE STATION, GO SOUTHWEST ON
 AW0252'CAYTON STREET FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO
 AW0252'NORTHEAST ON SANTA FE STREET FOR 0.15 MILE TO A CROSSROAD (BRACE
 AW0252'STREET) AND THE MARK SET IN THE PAVEMENT OF BRACE STREET TO THE
 AW0252'WEST OF THE INTERSECTION.
 AW0252'
 AW0252'5553-0904 (HCS) IS A CITY OF HOUSTON TRIANGULATION STATION DISK.  IT
 AW0252'IS SET IN THE TOP OF A 9-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 AW0252'IS FLUSH WITH THE SURFACE OF THE PAVEMENT OF BRACE STREET.  IT IS
 AW0252'69.20 FEET NORTHWEST OF A PUNCH MARK IN A COPPERWELD WHICH IS
 AW0252'DRIVEN IN THE PAVEMENT OF SANTA FE STREET JUST SOUTHEAST OF THE
 AW0252'CROSSROAD INTERSECTION, 35.05 FEET WEST-NORTHWEST OF A REFERENCE
 AW0252'MARKER SET IN A POWER POLE AND 13.75 FEET SOUTH OF THE NORTH
 AW0252'EDGE OF THE PAVEMENT OF BRACE STREET.
 AW0252'
 AW0252'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 AW0252
 AW0252                          STATION RECOVERY (1973)
 AW0252
 AW0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0252'2.35 MI N FROM MYKAWA.
 AW0252'2.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0252'THE CROSSING OF ALMEDA-GENOA ROAD AT MYKAWA, THENCE 0.35 MILE
 AW0252'NORTHEAST ALONG CAYTON STREET, (CAYTON STREET AND STATION STREET T
 AW0252'JUNCTION IS ON THE EAST SIDE OF THE RAILROAD ABOUT 150 YARDS SOUTHEAST
 AW0252'AND ACROSS THE TRACKS FROM BENCH MARK D 1208), AT A CYCLONE FENCE
 AW0252'ENCLOSURE ON THE NORTHWEST SIDE OF CAYTON STREET, 93 FEET NORTHWEST OF
 AW0252'THE CENTER LINE OF THE STREET, 48 FEET NORTHWEST OF A FENCE, 36 FEET
 AW0252'NORTHEAST OF A FENCE, AT THE CENTER OF FOUR FOUNDATIONS OF A STRUCTURE
 AW0252'THAT HAS BEEN REMOVED, 2 FEET SOUTHEAST OF A 1 FOOT IN DIAMETER PIPE,
 AW0252'SET ON THE TOP OF A 2 1/2-INCH SQUARE PIECE OF IRON, AND ABOUT 6
 AW0252'INCHES BELOW THE LEVEL OF THE GROUND.
 AW0252
 AW0252                          STATION RECOVERY (1978)
 AW0252
 AW0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0252'NOT RECOVERED.  NOTE=THERE IS A HOUSE AT THIS LOCATION NOW.
 AW0252
 AW0252                          STATION RECOVERY (1978)
 AW0252
 AW0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0252'NOT RECOVERED.  NOTE=THERE IS A HOUSE AT THIS LOCATION NOW.
 AW0252
 AW0252                          STATION RECOVERY (1987)
 AW0252
 AW0252'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0252'MARK NOT FOUND.
 AW0252
 AW0252                          STATION RECOVERY (1987)
 AW0252
 AW0252'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWH)
 AW0252'MARK NOT FOUND.
 AW0252
 AW0252                          STATION RECOVERY (1987)
 AW0252
 AW0252'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0252'MARK NOT FOUND.
 AW0252
 AW0252                          STATION RECOVERY (1988)
 AW0252
 AW0252'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0252'MARK NOT FOUND.
 AW0252
 AW0252                          STATION RECOVERY (1988)
 AW0252
 AW0252'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0252'MARK NOT FOUND.
 AW0252
 AW0252                          STATION RECOVERY (1989)
 AW0252
 AW0252'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0252'MARK NOT FOUND.
 AW0252
 AW0252                          STATION RECOVERY (1989)
 AW0252
 AW0252'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0252'MARK NOT FOUND.
 AW0252
 AW0252                          STATION RECOVERY (1990)
 AW0252
 AW0252'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0252'MARK NOT FOUND.
 AW0252
 AW0252                          STATION RECOVERY (1995)
 AW0252
 AW0252'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0665 ***********************************************************************
 AO0665  DESIGNATION -  GARDENDALE RAD MAST
 AO0665  PID         -  AO0665
 AO0665  STATE/COUNTY-  TX/LA SALLE
 AO0665  USGS QUAD   -  MILLETT (1974)
 AO0665
 AO0665                         *CURRENT SURVEY CONTROL
 AO0665  ___________________________________________________________________
 AO0665* NAD 83(1993)-  28 31 01.25017(N)    099 12 54.51058(W)     ADJUSTED  
 AO0665* NAVD 88     -                                                        
 AO0665  ___________________________________________________________________
 AO0665  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AO0665  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AO0665
 AO0665  HORZ ORDER  -  THIRD
 AO0665
 AO0665.The horizontal coordinates were established by classical geodetic methods
 AO0665.and adjusted by the National Geodetic Survey in February 1996..
 AO0665
 AO0665
 AO0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0665
 AO0665.The geoid height was determined by GEOID03.
 AO0665
 AO0665;                    North         East     Units Scale Factor Converg.
 AO0665;SPC TXSC     - 4,075,791.881   578,940.873   MT  0.99996431   -0 06 19.4
 AO0665;SPC TXSC     -13,371,993.86  1,899,408.51   sFT  0.99996431   -0 06 19.4
 AO0665;UTM  14      - 3,154,495.685   478,948.506   MT  0.99960547   -0 06 09.8
 AO0665
 AO0665                          SUPERSEDED SURVEY CONTROL
 AO0665
 AO0665  NAD 83(1986)-  28 31 01.24836(N)    099 12 54.48805(W) AD(       ) 4
 AO0665  NAD 27      -  28 31 00.29717(N)    099 12 53.37422(W) AD(       ) 3
 AO0665
 AO0665.Superseded values are not recommended for survey control.
 AO0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0665.See file dsdata.txt to determine how the superseded data were derived.
 AO0665
 AO0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7894954496(NAD 83)
 AO0665_MARKER: 42 = RADIO/TV MAST
 AO0665
 AO0665  HISTORY     - Date     Condition        Report By
 AO0665  HISTORY     - 1971     FIRST OBSERVED   NGS
 AO0665
 AO0665                          STATION DESCRIPTION
 AO0665
 AO0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0665'THE STATION, GARDENDALE RADIO MAST KJA 897, IS THE BASE OF THE
 AO0665'ANTENNA ATOP A TRIANGULAR STEEL, SELF-SUPPORTING MAST THAT HAS ONE
 AO0665'ANTENNA ON THE TOP AND IS PAINTED RED AND WHITE.  IT HAS AN OVERALL
 AO0665'HEIGHT OF 120 FEET AND IS OWNED BY THE MISSOURI PACIFIC RAILROAD
 AO0665'LINES.
 AO0665'
 AO0665'THE STATION IS LOCATED AT GARDENDALE.
 AO0665'
 AO0665'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0665'HIGHWAY 97 IN COTULLA, GO NORTH ON U.S. HIGHWAY 81 FOR 1 MILE
 AO0665'TO INTERSTATE HIGHWAY 35.  CONTINUE NORTH-NORTHEAST ON U.S. HIGHWAY
 AO0665'81 AND INTERSTATE 35 FOR 4.4 MILES TO THE GARDENDALE EXIT AND THE
 AO0665'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0966 ***********************************************************************
 CA0966  DESIGNATION -  GARDNER
 CA0966  PID         -  CA0966
 CA0966  STATE/COUNTY-  TX/ERATH
 CA0966  USGS QUAD   -  GENTRYS MILL (1956)
 CA0966
 CA0966                         *CURRENT SURVEY CONTROL
 CA0966  ___________________________________________________________________
 CA0966* NAD 83(1993)-  31 51 17.09488(N)    098 09 49.61077(W)     ADJUSTED  
 CA0966* NAVD 88     -       395.2    (meters)    1297.     (feet)  VERTCON   
 CA0966  ___________________________________________________________________
 CA0966  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CA0966  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CA0966
 CA0966  HORZ ORDER  -  FIRST
 CA0966
 CA0966.The horizontal coordinates were established by classical geodetic methods
 CA0966.and adjusted by the National Geodetic Survey in February 1996..
 CA0966
 CA0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0966
 CA0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0966
 CA0966.The geoid height was determined by GEOID03.
 CA0966
 CA0966;                    North         East     Units Scale Factor Converg.
 CA0966;SPC TXNC     - 2,020,908.537   631,823.166   MT  1.00008880   +0 11 00.1
 CA0966;SPC TXNC     - 6,630,264.09  2,072,906.50   sFT  1.00008880   +0 11 00.1
 CA0966;UTM  14      - 3,524,640.549   579,110.894   MT  0.99967718   +0 26 28.9
 CA0966
 CA0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0966!SPC TXNC     -   0.99994218  x   1.00008880  =   1.00003098
 CA0966!UTM  14      -   0.99994218  x   0.99967718  =   0.99961938
 CA0966
 CA0966:                Primary Azimuth Mark                     Grid Az
 CA0966:SPC TXNC     -  GARDNER AZ MK                            185 03 44.1
 CA0966:UTM  14      -  GARDNER AZ MK                            184 48 15.3
 CA0966
 CA0966|---------------------------------------------------------------------|
 CA0966| PID    Reference Object                     Distance      Geod. Az  |
 CA0966|                                                           dddmmss.s |
 CA0966| CV4068 GARDNER AZ MK                                      1851444.2 |
 CA0966| CV4069 GARDNER RM 1                         14.326 METERS 25310     |
 CA0966| CV4070 GARDNER RM 2                         18.210 METERS 33838     |
 CA0966|---------------------------------------------------------------------|
 CA0966
 CA0966                          SUPERSEDED SURVEY CONTROL
 CA0966
 CA0966  NAD 83(1986)-  31 51 17.10194(N)    098 09 49.59022(W) AD(       ) 1
 CA0966  NAD 27      -  31 51 16.56027(N)    098 09 48.45542(W) AD(       ) 1
 CA0966  NGVD 29 (07/19/86)  395.1    (m)         1296.     (f) VERT ANG       
 CA0966
 CA0966.Superseded values are not recommended for survey control.
 CA0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0966.See file dsdata.txt to determine how the superseded data were derived.
 CA0966
 CA0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA7911124641(NAD 83)
 CA0966_MARKER: DS = TRIANGULATION STATION DISK
 CA0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0966_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA0966
 CA0966  HISTORY     - Date     Condition        Report By
 CA0966  HISTORY     - 1967     MONUMENTED       CGS
 CA0966
 CA0966                          STATION DESCRIPTION
 CA0966
 CA0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0966'THE STATION IS ABOUT 11-1/2 MILES SOUTHWEST OF HICO, 10-1/2 MILES
 CA0966'NORTH-NORTHWEST OF HAMILTON, 4-1/2 MILES SOUTH OF CARLTON AND
 CA0966'ON PROPERTY OWNED BY MRS. FRED C. GARDNER.
 CA0966'
 CA0966'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 CA0966'STATE HIGHWAY 6 IN HICO, GO SOUTH ON U.S. HIGHWAY 281 FOR 8.65
 CA0966'MILES TO THE JUNCTION OF FARM ROAD 219 IN THE SMALL VILLAGE OF
 CA0966'OLIN.  CONTINUE SOUTH ON U.S. HIGHWAY 281 FOR 1.5 MILES TO A
 CA0966'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR
 CA0966'3.05 MILES TO A T-INTERSECTION.  TURN LEFT AND GO SOUTH FOR
 CA0966'0.9 MILE TO THE STATION ON THE LEFT.
 CA0966'
 CA0966'THE STATION MARK IS A STANDARD DISK, STAMPED GARNDER 1967, SET
 CA0966'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 CA0966'WITH THE GROUND SURFACE.  IT IS 137 FEET WEST OF THE NORTHWEST
 CA0966'CORNER OF AN OLD FARM HOUSE, 33.5 FEET NORTH OF A POWER LINE
 CA0966'POLE WITH TRANSFORMER ATTACHED AND 21 FEET EAST OF THE CENTER
 CA0966'OF THE GRAVELED ROAD.
 CA0966'
 CA0966'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GARDNER NO 1 1967,
 CA0966'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CA0966'1-INCH.  IT IS 48 FEET SOUTH OF A TELEPHONE POLE, 42 FEET WEST
 CA0966'OF THE POWER LINE POLE, 18 FEET WEST OF THE CENTER OF THE GRAVELED
 CA0966'ROAD AND 1 FOOT EAST OF A WIRE FENCE.
 CA0966'
 CA0966'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GARDNER NO 2 1967,
 CA0966'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CA0966'1-INCH.  IT IS 89 FEET NORTHWEST OF THE POWER LINE POLE, 25
 CA0966'FEET NORTH OF THE TELEPHONE POLE, 18 FEET WEST OF THE CENTER
 CA0966'OF THE GRAVELED ROAD AND 1 FOOT EAST OF THE WIRE FENCE.
 CA0966'
 CA0966'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GARDNER 1967,
 CA0966'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 CA0966'SURFACE.  IT IS 150 FEET WEST OF A POWER LINE POLE, 23 FEET SOUTH
 CA0966'OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT NORTH OF A WIRE FENCE.
 CA0966'
 CA0966'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 CA0966'GRAVELED ROAD FOR 0.25 MILE TO A POINT WHERE THE MAIN TRAVELED
 CA0966'ROAD TURNS LEFT, EAST.  TURN LEFT AND GO EAST FOR 0.05 MILE TO THE
 CA0966'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0798 ***********************************************************************
 CV0798  DESIGNATION -  GARDNER
 CV0798  PID         -  CV0798
 CV0798  STATE/COUNTY-  TX/ANDREWS
 CV0798  USGS QUAD   -  FLOREY (1971)
 CV0798
 CV0798                         *CURRENT SURVEY CONTROL
 CV0798  ___________________________________________________________________
 CV0798* NAD 83(1993)-  32 25 04.57335(N)    102 34 54.51597(W)     ADJUSTED  
 CV0798* NAVD 88     -       973.3    (meters)    3193.     (feet)  VERTCON   
 CV0798  ___________________________________________________________________
 CV0798  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 CV0798  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CV0798
 CV0798  HORZ ORDER  -  SECOND
 CV0798
 CV0798.The horizontal coordinates were established by classical geodetic methods
 CV0798.and adjusted by the National Geodetic Survey in February 1996..
 CV0798
 CV0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0798
 CV0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0798
 CV0798.The geoid height was determined by GEOID03.
 CV0798
 CV0798;                    North         East     Units Scale Factor Converg.
 CV0798;SPC TXNC     - 2,090,766.845   216,178.955   MT  0.99993334   -2 13 34.3
 CV0798;SPC TXNC     - 6,859,457.56    709,247.12   sFT  0.99993334   -2 13 34.3
 CV0798;UTM  13      - 3,589,335.870   727,397.742   MT  1.00023770   +1 17 48.9
 CV0798
 CV0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0798!SPC TXNC     -   0.99985084  x   0.99993334  =   0.99978419
 CV0798!UTM  13      -   0.99985084  x   1.00023770  =   1.00008850
 CV0798
 CV0798|---------------------------------------------------------------------|
 CV0798| PID    Reference Object                     Distance      Geod. Az  |
 CV0798|                                                           dddmmss.s |
 CV0798| CH9416 GARDNER RM 1                        257.739 METERS 05759     |
 CV0798| CH9417 GARDNER RM 2                        291.124 METERS 10634     |
 CV0798| CH9415 GARDNER AZ MK                                      1485849.5 |
 CV0798|---------------------------------------------------------------------|
 CV0798
 CV0798                          SUPERSEDED SURVEY CONTROL
 CV0798
 CV0798  NAD 83(1993)-  32 25 04.57622(N)    102 34 54.51035(W) AD(       ) 2
 CV0798  NAD 83(1986)-  32 25 04.57548(N)    102 34 54.50540(W) AD(       ) 2
 CV0798  NAD 27      -  32 25 04.16400(N)    102 34 52.90800(W) AD(       ) 2
 CV0798  NGVD 29 (07/19/86)  972.9    (m)         3192.     (f) VERT ANG       
 CV0798
 CV0798.Superseded values are not recommended for survey control.
 CV0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0798.See file dsdata.txt to determine how the superseded data were derived.
 CV0798
 CV0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR2739889336(NAD 83)
 CV0798_MARKER: DS = TRIANGULATION STATION DISK
 CV0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0798
 CV0798  HISTORY     - Date     Condition        Report By
 CV0798  HISTORY     - 1935     MONUMENTED       CGS
 CV0798  HISTORY     - 1938     GOOD             TXHD
 CV0798  HISTORY     - 1947     POOR             PHILIP
 CV0798  HISTORY     - 1949     GOOD             CGS
 CV0798  HISTORY     - 1971     GOOD             USGS
 CV0798
 CV0798                          STATION DESCRIPTION
 CV0798
 CV0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0798'STATION IS LOCATED ABOUT 7.5 MILES NNW OF ANDREWS AND 250
 CV0798'YARDS W OF STATE HIGHWAY 51.  IT IS IN SEC. 15 (APPROX.), BLOCK
 CV0798'A-35 AND IS ON THE HIGHEST AND MOST NORTHEASTERLY ONE OF A
 CV0798'SMALL GROUP OF SAND DUNES.  THE MARK PROJECTS 6 INCHES.
 CV0798'
 CV0798'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0798'BRONZE DISKS SET IN CONCRETE.
 CV0798'
 CV0798'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS ENE OF THE
 CV0798'STATION.  IT IS 50 FEET W OF THE CENTER LINE OF STATE HIGHWAY 51.
 CV0798'
 CV0798'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND IS SE OF THE
 CV0798'STATION.  IT IS 50 FEET W OF THE CENTER LINE OF STATE HIGHWAY 51.
 CV0798'
 CV0798'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS S OF THE STATION.
 CV0798'IT IS 47 FEET E OF THE CENTER LINE OF STATE HIGHWAY 51.
 CV0798'
 CV0798'TO REACH THE STATION FROM ANDREWS, A SMALL TOWN ON STATE
 CV0798'HIGHWAY 51, GO N ON STATE HIGHWAY 51 5.9 MILES TO A CATTLE
 CV0798'GUARD AT THE N FOOT OF THE HIGHEST SUMMIT OF THE HIGHWAY
 CV0798'FOR SEVERAL MILES.  CONTINUE N ON THE HIGHWAY 1.4 MILES TO A
 CV0798'POINT 75 YARDS N OF THE SUMMIT OF A SMALL GRADE.  HERE LEAVE
 CV0798'HIGHWAY AND PACK W ACROSS SAND 250 YARDS TO TOP OF HIGHEST
 CV0798'DUNE AND STATION.
 CV0798'
 CV0798'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CV0798
 CV0798                          STATION RECOVERY (1938)
 CV0798
 CV0798'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0798'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0798'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.  DESCRIPTION
 CV0798'AS GIVEN IN REACHING STATION IS SATISFACTORY.
 CV0798
 CV0798                          STATION RECOVERY (1947)
 CV0798
 CV0798'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0798'STATION IN ERECT POSITION, FLUSH WITH GROUND, AND IS STAMPED
 CV0798'GARDNER 1935.
 CV0798'
 CV0798'STATION MARK FOUND ON ITS SIDE IN LOOSE SAND.  UNDERGROUND
 CV0798'MARK ONLY 8 INCHES BELOW SURFACE, BUT IN VERY LOOSE SAND.
 CV0798'STRADDLE STAKES SET AND UNDERGROUND MARK LOWERED INTO POSITION
 CV0798'AND SURFACE MARK REPLACED FLUSH WITH GROUND.  BOTH REFERENCE
 CV0798'MARKS IN PERFECT CONDITION AND FLUSH WITH SURFACE.  DID NOT TRY
 CV0798'TO LOCATE AZIMUTH MARK.
 CV0798
 CV0798                          STATION RECOVERY (1949)
 CV0798
 CV0798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (JFM)
 CV0798'REFERENCE MARKS IN GOOD CONDITION.  AZIMUTH MARK IS IN GOOD
 CV0798'CONDITION ON HIGHWAY AS DESCRIBED.  STATION MARK IN GOOD
 CV0798'CONDITION, STAMPED GARDNER.
 CV0798
 CV0798                          STATION RECOVERY (1971)
 CV0798
 CV0798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DPA)
 CV0798'TO REACH THE STATION FROM ANDREWS, BEGIN AT THE JCT. OF U.S.
 CV0798'HWY. 385 AND STATE HWY 176.  PROCEED N 7.9 MI ALONG U.S. HWY.
 CV0798'385 (DIVIDED 4 LANE) TO JCT. OF FARM ROAD 1967.  TURN BACK
 CV0798'S ON U.S. HWY. 385 0.2 MI TO A T-RD.-W. PROCEED W ABOUT 1/4
 CV0798'MI. TO BEND IN RD AND TURN S ABOUT 1/2 MI. TO A T-RD.-E,
 CV0798'TURN E AND FOLLOW RD AROUND A WINDMILL AND TO THE TOP OF A SAND
 CV0798'RIDGE.  STA. IS ABOUT 150 FEET W OF RD AT HIGHEST POINT OF
 CV0798'SAND RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2063 ***********************************************************************
 AN2063  DESIGNATION -  GARFIELD
 AN2063  PID         -  AN2063
 AN2063  STATE/COUNTY-  TX/VICTORIA
 AN2063  USGS QUAD   -  SCHROEDER (1987)
 AN2063
 AN2063                         *CURRENT SURVEY CONTROL
 AN2063  ___________________________________________________________________
 AN2063* NAD 83(1993)-  28 52 07.06729(N)    097 09 48.42431(W)     ADJUSTED  
 AN2063* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 AN2063  ___________________________________________________________________
 AN2063  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AN2063  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN2063
 AN2063  HORZ ORDER  -  FIRST
 AN2063
 AN2063.The horizontal coordinates were established by classical geodetic methods
 AN2063.and adjusted by the National Geodetic Survey in February 1996..
 AN2063
 AN2063.The orthometric height was scaled from a topographic map.
 AN2063
 AN2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2063
 AN2063.The geoid height was determined by GEOID03.
 AN2063
 AN2063;                    North         East     Units Scale Factor Converg.
 AN2063;SPC TXSC     - 4,116,146.194   779,151.135   MT  0.99989612   +0 53 59.1
 AN2063;SPC TXSC     -13,504,389.64  2,556,265.02   sFT  0.99989612   +0 53 59.1
 AN2063;UTM  14      - 3,194,817.387   679,121.933   MT  0.99999595   +0 53 12.9
 AN2063
 AN2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2063!SPC TXSC     -   0.99999519  x   0.99989612  =   0.99989131
 AN2063!UTM  14      -   0.99999519  x   0.99999595  =   0.99999114
 AN2063
 AN2063:                Primary Azimuth Mark                     Grid Az
 AN2063:SPC TXSC     -  GARFIELD AZ MK                           026 30 50.5
 AN2063:UTM  14      -  GARFIELD AZ MK                           026 31 36.7
 AN2063
 AN2063|---------------------------------------------------------------------|
 AN2063| PID    Reference Object                     Distance      Geod. Az  |
 AN2063|                                                           dddmmss.s |
 AN2063| CV4071 GARFIELD AZ MK                                     0272449.6 |
 AN2063| CV4072 GARFIELD RM 1                        22.878 METERS 14113     |
 AN2063| AN2064 SCHROEDER ST LUKES LUTH CH          APPROX. 9.6 KM 2275629.3 |
 AN2063| CV4073 GARFIELD RM 2                        21.846 METERS 25929     |
 AN2063|---------------------------------------------------------------------|
 AN2063
 AN2063                          SUPERSEDED SURVEY CONTROL
 AN2063
 AN2063  NAD 83(1986)-  28 52 07.07516(N)    097 09 48.41021(W) AD(       ) 1
 AN2063  NAD 27      -  28 52 06.12200(N)    097 09 47.44700(W) AD(       ) 1
 AN2063
 AN2063.Superseded values are not recommended for survey control.
 AN2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2063.See file dsdata.txt to determine how the superseded data were derived.
 AN2063
 AN2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS7912294817(NAD 83)
 AN2063_MARKER: DS = TRIANGULATION STATION DISK
 AN2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2063
 AN2063  HISTORY     - Date     Condition        Report By
 AN2063  HISTORY     - 1952     MONUMENTED       CGS
 AN2063  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AN2063
 AN2063                          STATION DESCRIPTION
 AN2063
 AN2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2063'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF VICTORIA.
 AN2063'5-1/2 MILES SOUTHWEST OF NURSERY.  AND 3 MILES SOUTHEAST
 AN2063'OF MISSION VALLEY.
 AN2063'
 AN2063'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 183 AND U.S.
 AN2063'HIGHWAY 59 IN GOLIAD, GO NORTH ON U.S. HIGHWAY 183 FOR 4.25
 AN2063'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, ON FARM ROAD
 AN2063'622 AND GO NORTHEASTERLY FOR 17.5 MILES TO A JUNCTION OF
 AN2063'FARM ROAD 1515.  TURN LEFT, NORTHWEST, ON FARM ROAD 1515
 AN2063'AND GO 0.85 MILE TO A CROSSROAD AND STATION SITE ON THE
 AN2063'RIGHT, NORTHEAST SIDE OF ROAD.
 AN2063'
 AN2063'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 AN2063'GRAVEL ROAD FOR 0.3 MILE TO THE TOP OF A SLIGHT RISE AND
 AN2063'THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF ROAD.
 AN2063'
 AN2063'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF SQUARE CONCRETE
 AN2063'POSTS.
 AN2063'
 AN2063'THE STATION MARK IS LOCATED ON THE NORTHEAST RIGHT-OF-WAY
 AN2063'OF FARM ROAD 1515.  40 FEET SOUTHEAST OF THE SOUTHEND OF
 AN2063'AN IRON CATTLE GUARD.  30 FEET NORTHEAST OF THE CENTER
 AN2063'OF FARM ROAD 1515.  AND 12 FEET SOUTHWEST OF A FENCE LINE.
 AN2063'THE MARK IS STAMPED GARFIELD 1952, AND PROJECTS 6 INCHES.
 AN2063'
 AN2063'REFERENCE MARK NO. 1 IS STAMPED GARFIELD NO 1 1952, AND
 AN2063'PROJECTS 5 INCHES.  IT IS LOCATED 1 FOOT SOUTHWEST OF THE
 AN2063'NORTHEAST RIGHT-OF-WAY FENCE LINE.
 AN2063'
 AN2063'REFERENCE MARK NO. 2 IS STAMPED GARFIELD NO 2 1952, AND
 AN2063'PROJECTS 6 INCHES.  IT IS LOCATED ON THE SOUTHWEST RIGHT-OF-WAY
 AN2063'OF FARM ROAD 1515.  35 FEET SOUTHWEST OF THE CENTER OF
 AN2063'FARM ROAD 1515.  15 FEET NORTHWEST OF THE CENTER OF A DIRT
 AN2063'ROAD.  AND 3 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 AN2063'FENCE LINE.
 AN2063'
 AN2063'THE AZIMUTH MARK IS STAMPED GARFIELD 1952, AND PROJECTS 6
 AN2063'INCHES.  THE MARK IS LOCATED 0.3 MILE NORTH OF THE STATION,
 AN2063'AND 25 FEET EAST OF THE CENTER OF A GRAVELED ROAD.  IT
 AN2063'APPEARS TO BE ON THE HIGHEST POINT OF A SLIGHT RISE.
 AN2063'
 AN2063'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2063
 AN2063                          STATION RECOVERY (1963)
 AN2063
 AN2063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2063'STATION AND THE REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 AN2063'IN POOR CONDITION.  STATION IS UPROOTED AND LAYING ON ITS SIDE
 AN2063'IN RIGHT OF WAY.  REFERENCE MARK NO. 1 AND 2 ARE INCLINED
 AN2063'IN THEIR ORIGINAL POSITIONS.  FARM ROAD 1515 DESCRIBED IN
 AN2063'ORIGINAL DESCRIPTION IS NOW FARM ROAD 236.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2757 ***********************************************************************
 CS2757  DESIGNATION -  GARLAND BYER ROLNICK TANK
 CS2757  PID         -  CS2757
 CS2757  STATE/COUNTY-  TX/DALLAS
 CS2757  USGS QUAD   -  GARLAND (1973)
 CS2757
 CS2757                         *CURRENT SURVEY CONTROL
 CS2757  ___________________________________________________________________
 CS2757* NAD 83(1993)-  32 54 26.83876(N)    096 39 16.97214(W)     ADJUSTED  
 CS2757* NAVD 88     -                                                        
 CS2757  ___________________________________________________________________
 CS2757  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 CS2757  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CS2757
 CS2757  HORZ ORDER  -  THIRD
 CS2757
 CS2757.The horizontal coordinates were established by classical geodetic methods
 CS2757.and adjusted by the National Geodetic Survey in February 1996..
 CS2757
 CS2757
 CS2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2757
 CS2757.The geoid height was determined by GEOID03.
 CS2757
 CS2757;                    North         East     Units Scale Factor Converg.
 CS2757;SPC TXNC     - 2,139,106.525   772,597.350   MT  0.99987577   +1 00 23.1
 CS2757;SPC TXNC     - 7,018,051.99  2,534,763.14   sFT  0.99987577   +1 00 23.1
 CS2757;UTM  14      - 3,643,467.195   719,340.527   MT  1.00019325   +1 16 28.8
 CS2757
 CS2757                          SUPERSEDED SURVEY CONTROL
 CS2757
 CS2757  NAD 83(1993)-  32 54 26.84087(N)    096 39 16.97408(W) AD(       ) 4
 CS2757  NAD 83(1986)-  32 54 26.84575(N)    096 39 16.95517(W) AD(       ) 4
 CS2757  NAD 27      -  32 54 26.40000(N)    096 39 15.98000(W) AD(       ) 3
 CS2757
 CS2757.Superseded values are not recommended for survey control.
 CS2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2757.See file dsdata.txt to determine how the superseded data were derived.
 CS2757
 CS2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1934143467(NAD 83)
 CS2757_MARKER: 53 = ELEVATED TANK
 CS2757
 CS2757  HISTORY     - Date     Condition        Report By
 CS2757  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2757  HISTORY     - 1958     GOOD             CGS
 CS2757  HISTORY     - 19910619 GOOD             USPSQD
 CS2757  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS2757
 CS2757                          STATION DESCRIPTION
 CS2757
 CS2757'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2757'THE STATION IS LOCATED ABOUT 1 AND 1/2 MILES WEST OF THE
 CS2757'TOWN OF GARLAND, 90 FEET SOUTH OF THE BUILDING WHICH HOUSES
 CS2757'THE BYER-ROLNICK HAT CO. AND 50 FEET SOUTH OF THE CENTERLINE
 CS2757'OF ROAD.
 CS2757'
 CS2757'THE TANK IS OF STEEL CONSTRUCTION, 120 FEET HIGH, 4-LEGGED,
 CS2757'40 FEET WIDE AT THE BASE AND PAINTED SILVER.
 CS2757'
 CS2757'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2757'
 CS2757'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 CS2757'67 AT THE PUBLIC SQUARE IN GARLAND, GO WEST AND SOUTH ON
 CS2757'U.S. HIGHWAY 67 FOR 0.9 MILE TO ANOTHER TRAFFIC LIGHT AND
 CS2757'PAVED RIGHT.  TURN RIGHT AND GO WEST 0.3 MILE TO AN OILED
 CS2757'ROAD LEFT.  TURN LEFT AND GO SOUTH 0.1 MILE TO THE ENTRANCE
 CS2757'TO THE BYER-ROLNICK HAT CO. ON THE RIGHT.  TURN RIGHT THROUGH
 CS2757'ENTRANCE AND GO WEST 0.1 MILE TO THE STATION ON THE LEFT.
 CS2757
 CS2757                          STATION RECOVERY (1958)
 CS2757
 CS2757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2757'THIS TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT
 CS2757'IS NOW THE RESISTOL HAT COMPANY TANK AND IS 0.1 MILE SOUTH
 CS2757'OF FOREST LANE.
 CS2757
 CS2757                          STATION RECOVERY (1991)
 CS2757
 CS2757'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2757'RECOVERED IN GOOD CONDITION.
 CS2757
 CS2757                          STATION RECOVERY (1999)
 CS2757
 CS2757'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2762 ***********************************************************************
 CS2762  DESIGNATION -  GARLAND CONTL MFG CO TANK
 CS2762  PID         -  CS2762
 CS2762  STATE/COUNTY-  TX/DALLAS
 CS2762  USGS QUAD   -  GARLAND (1973)
 CS2762
 CS2762                         *CURRENT SURVEY CONTROL
 CS2762  ___________________________________________________________________
 CS2762* NAD 83(1993)-  32 54 21.02768(N)    096 39 50.76729(W)     ADJUSTED  
 CS2762* NAVD 88     -                                                        
 CS2762  ___________________________________________________________________
 CS2762  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 CS2762  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CS2762
 CS2762  HORZ ORDER  -  THIRD
 CS2762
 CS2762.The horizontal coordinates were established by classical geodetic methods
 CS2762.and adjusted by the National Geodetic Survey in February 1996..
 CS2762
 CS2762
 CS2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2762
 CS2762.The geoid height was determined by GEOID03.
 CS2762
 CS2762;                    North         East     Units Scale Factor Converg.
 CS2762;SPC TXNC     - 2,138,912.173   771,722.511   MT  0.99987584   +1 00 04.6
 CS2762;SPC TXNC     - 7,017,414.35  2,531,892.94   sFT  0.99987584   +1 00 04.6
 CS2762;UTM  14      - 3,643,268.686   718,466.333   MT  1.00018853   +1 16 10.2
 CS2762
 CS2762                          SUPERSEDED SURVEY CONTROL
 CS2762
 CS2762  NAD 83(1993)-  32 54 21.02874(N)    096 39 50.76935(W) AD(       ) 4
 CS2762  NAD 83(1986)-  32 54 21.03470(N)    096 39 50.75025(W) AD(       ) 4
 CS2762  NAD 27      -  32 54 20.58900(N)    096 39 49.77000(W) AD(       ) 3
 CS2762
 CS2762.Superseded values are not recommended for survey control.
 CS2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2762.See file dsdata.txt to determine how the superseded data were derived.
 CS2762
 CS2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1846643269(NAD 83)
 CS2762_MARKER: 53 = ELEVATED TANK
 CS2762
 CS2762  HISTORY     - Date     Condition        Report By
 CS2762  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2762  HISTORY     - 1958     GOOD             CGS
 CS2762  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CS2762  HISTORY     - 19910619 MARK NOT FOUND   USPSQD
 CS2762
 CS2762                          STATION DESCRIPTION
 CS2762
 CS2762'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2762'THE STATION IS LOCATED ABOUT 2 MILES WEST OF THE TOWN OF
 CS2762'GARLAND AND 150 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 CS2762'OF THE CONTINENTAL MFG. CO. PLANT.
 CS2762'
 CS2762'THE TANK IS OF STEEL CONSTRUCTION, 100 FEET HIGH, 4-LEGGED,
 CS2762'40 FEET WIDE AT THE BASE AND PAINTED SILVER.
 CS2762'
 CS2762'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2762'
 CS2762'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 CS2762'67 AT THE PUBLIC SQUARE IN GARLAND, GO WEST AND SOUTH FOR
 CS2762'0.9 MILE TO ANOTHER TRAFFIC LIGHT AND A PAVED ROAD RIGHT.
 CS2762'TURN RIGHT AND GO WEST 0.9 MILE TO THE PLANT AND THE STATION
 CS2762'ON THE LEFT.
 CS2762
 CS2762                          STATION RECOVERY (1958)
 CS2762
 CS2762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2762'THIS TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT
 CS2762'IS NOW THE KRAFTCO. PLANT.  IT IS ABOUT 0.2 MILE SOUTH OF
 CS2762'FOREST LANE AND 1 BLOCK EAST OF SHILOH ROAD.  IT IS AN OLD
 CS2762'STYLE CYLINDRICAL TANK WITH A CONICAL TOP, ABOUT 1/4 MILE
 CS2762'EAST OF THE DESOTA PAINT CO. TANK AND 1/4 MILE SOUTH OF
 CS2762'THE PRESENT CONTINENTAL MFG. CO. TANK WHICH IS ON THE NORTH
 CS2762'SIDE OF FOREST LANE.
 CS2762
 CS2762                          STATION RECOVERY (1985)
 CS2762
 CS2762'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2762'MARK NOT FOUND.
 CS2762
 CS2762                          STATION RECOVERY (1991)
 CS2762
 CS2762'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLP)
 CS2762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2756 ***********************************************************************
 CS2756  DESIGNATION -  GARLAND LUSCOMBE AIR CORP TK
 CS2756  PID         -  CS2756
 CS2756  STATE/COUNTY-  TX/DALLAS
 CS2756  USGS QUAD   -  GARLAND (1973)
 CS2756
 CS2756                         *CURRENT SURVEY CONTROL
 CS2756  ___________________________________________________________________
 CS2756* NAD 83(1993)-  32 54 04.97191(N)    096 40 57.24732(W)     ADJUSTED  
 CS2756* NAVD 88     -                                                        
 CS2756  ___________________________________________________________________
 CS2756  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 CS2756  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CS2756
 CS2756  HORZ ORDER  -  THIRD
 CS2756
 CS2756.The horizontal coordinates were established by classical geodetic methods
 CS2756.and adjusted by the National Geodetic Survey in February 1996..
 CS2756
 CS2756
 CS2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2756
 CS2756.The geoid height was determined by GEOID03.
 CS2756
 CS2756;                    North         East     Units Scale Factor Converg.
 CS2756;SPC TXNC     - 2,138,387.655   770,003.941   MT  0.99987604   +0 59 28.4
 CS2756;SPC TXNC     - 7,015,693.50  2,526,254.60   sFT  0.99987604   +0 59 28.4
 CS2756;UTM  14      - 3,642,735.967   716,749.708   MT  1.00017931   +1 15 33.5
 CS2756
 CS2756                          SUPERSEDED SURVEY CONTROL
 CS2756
 CS2756  NAD 83(1993)-  32 54 04.97108(N)    096 40 57.24947(W) AD(       ) 4
 CS2756  NAD 83(1986)-  32 54 04.97898(N)    096 40 57.23019(W) AD(       ) 4
 CS2756  NAD 27      -  32 54 04.53100(N)    096 40 56.24900(W) AD(       ) 3
 CS2756
 CS2756.Superseded values are not recommended for survey control.
 CS2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2756.See file dsdata.txt to determine how the superseded data were derived.
 CS2756
 CS2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1675042736(NAD 83)
 CS2756_MARKER: 53 = ELEVATED TANK
 CS2756
 CS2756  HISTORY     - Date     Condition        Report By
 CS2756  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2756  HISTORY     - 1958     GOOD             CGS
 CS2756  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CS2756  HISTORY     - 19910619 MARK NOT FOUND   USPSQD
 CS2756
 CS2756                          STATION DESCRIPTION
 CS2756
 CS2756'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2756'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF THE
 CS2756'TOWN OF GARLAND AND 125 FEET EAST OF THE CENTERLINE OF AN
 CS2756'OILED ROAD ON THE PROPERTY OF THE LUSCOMBE AIRPLANE CORPORATION.
 CS2756'
 CS2756'THE TANK IS OF STEEL CONSTRUCTION, 200 FEET HIGH, 6-LEGGED,
 CS2756'50 FEET IN DIAMETER AND PAINTED ORANGE AND WHITE.
 CS2756'
 CS2756'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2756'
 CS2756'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 CS2756'67 AT THE PUBLIC SQUARE IN GARLAND, GO WEST AND SOUTH ON U.S.
 CS2756'HIGHWAY 67 FOR 0.9 MILE TO ANOTHER TRAFFIC LIGHT.  TURN
 CS2756'RIGHT AND GO WEST ON PAVED ROAD FOR 2.1 MILES TO CROSSROADS.
 CS2756'TURN LEFT AND GO SOUTH ON AN OILED ROAD FOR 0.5 MILE TO
 CS2756'THE STATION ON THE LEFT.
 CS2756
 CS2756                          STATION RECOVERY (1958)
 CS2756
 CS2756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2756'THIS TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT
 CS2756'IS NOW THE WATER TANK FOR THE TEMCO PLANT, IS OBSTRUCTION
 CS2756'PAINTED AND IS THE HIGHEST TANK IN THE AREA.  IT IS ALONG THE
 CS2756'EAST SIDE OF JUPITER ROAD, 0.5 MILE SOUTH OF THE INTERSECTION
 CS2756'OF JUPITER ROAD AND FOREST LANE.
 CS2756
 CS2756                          STATION RECOVERY (1985)
 CS2756
 CS2756'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2756'MARK NOT FOUND.
 CS2756
 CS2756                          STATION RECOVERY (1991)
 CS2756
 CS2756'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS2756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2764 ***********************************************************************
 CS2764  DESIGNATION -  GARLAND MUN STORAGE TANK
 CS2764  PID         -  CS2764
 CS2764  STATE/COUNTY-  TX/DALLAS
 CS2764  USGS QUAD   -  GARLAND (1973)
 CS2764
 CS2764                         *CURRENT SURVEY CONTROL
 CS2764  ___________________________________________________________________
 CS2764* NAD 83(1993)-  32 54 35.67865(N)    096 39 45.51497(W)     ADJUSTED  
 CS2764* NAVD 88     -                                                        
 CS2764  ___________________________________________________________________
 CS2764  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 CS2764  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 CS2764
 CS2764  HORZ ORDER  -  THIRD
 CS2764
 CS2764.The horizontal coordinates were established by classical geodetic methods
 CS2764.and adjusted by the National Geodetic Survey in February 1996..
 CS2764
 CS2764
 CS2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2764
 CS2764.The geoid height was determined by GEOID03.
 CS2764
 CS2764;                    North         East     Units Scale Factor Converg.
 CS2764;SPC TXNC     - 2,139,365.776   771,851.071   MT  0.99987566   +1 00 07.5
 CS2764;SPC TXNC     - 7,018,902.55  2,532,314.72   sFT  0.99987566   +1 00 07.5
 CS2764;UTM  14      - 3,643,723.029   718,592.807   MT  1.00018921   +1 16 13.6
 CS2764
 CS2764                          SUPERSEDED SURVEY CONTROL
 CS2764
 CS2764  NAD 83(1993)-  32 54 35.68056(N)    096 39 45.51747(W) AD(       ) 4
 CS2764  NAD 83(1986)-  32 54 35.68562(N)    096 39 45.49794(W) AD(       ) 4
 CS2764  NAD 27      -  32 54 35.24200(N)    096 39 44.51600(W) AD(       ) 3
 CS2764
 CS2764.Superseded values are not recommended for survey control.
 CS2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2764.See file dsdata.txt to determine how the superseded data were derived.
 CS2764
 CS2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1859343723(NAD 83)
 CS2764_MARKER: 53 = ELEVATED TANK
 CS2764
 CS2764  HISTORY     - Date     Condition        Report By
 CS2764  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2764  HISTORY     - 1958     GOOD             CGS
 CS2764  HISTORY     - 1959     GOOD             CGS
 CS2764  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CS2764
 CS2764                          STATION DESCRIPTION
 CS2764
 CS2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2764'THE STATION IS LOCATED IN THE TOWN OF GARLAND, 1/2 BLOCK SOUTH
 CS2764'OF THE PUBLIC SQUARE.
 CS2764'
 CS2764'THE TANK IS OF STEEL CONSTRUCTION, 120 FEET HIGH, 4-LEGGED,
 CS2764'40 FEET WIDE AT THE BASE AND PAINTED SILVER.  THE LEGS ARE
 CS2764'PAINTED BLACK.
 CS2764'
 CS2764'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2764'
 CS2764'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 CS2764'67 AT THE PUBLIC SQUARE IN GARLAND, GO SOUTH 1/2 BLOCK TO
 CS2764'THE STATION ON THE LEFT.
 CS2764
 CS2764                          STATION RECOVERY (1958)
 CS2764
 CS2764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2764'THIS TANK, IN DOWN TOWN GARLAND, WAS RECOVERED IN GOOD CONDITION
 CS2764'AS DESCRIBED.
 CS2764
 CS2764                          STATION RECOVERY (1959)
 CS2764
 CS2764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2764'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2764
 CS2764                          STATION RECOVERY (1985)
 CS2764
 CS2764'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1342 ***********************************************************************
 CS1342  DESIGNATION -  GARLAND NE BASE
 CS1342  PID         -  CS1342
 CS1342  STATE/COUNTY-  TX/DALLAS
 CS1342  USGS QUAD   -  GARLAND (1973)
 CS1342
 CS1342                         *CURRENT SURVEY CONTROL
 CS1342  ___________________________________________________________________
 CS1342* NAD 83(1993)-  32 54 44.84244(N)    096 38 07.81550(W)     ADJUSTED  
 CS1342* NAVD 88     -       166.719  (meters)     546.98   (feet)  ADJUSTED  
 CS1342  ___________________________________________________________________
 CS1342  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 CS1342  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CS1342  DYNAMIC HT  -         166.535 (meters)     546.37  (feet)  COMP
 CS1342  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 CS1342
 CS1342  HORZ ORDER  -  SECOND
 CS1342  VERT ORDER  -  SECOND    CLASS 0
 CS1342
 CS1342.The horizontal coordinates were established by classical geodetic methods
 CS1342.and adjusted by the National Geodetic Survey in February 1996..
 CS1342
 CS1342.The orthometric height was determined by differential leveling
 CS1342.and adjusted by the National Geodetic Survey in June 1991..
 CS1342
 CS1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1342
 CS1342.The geoid height was determined by GEOID03.
 CS1342
 CS1342.The dynamic height is computed by dividing the NAVD 88
 CS1342.geopotential number by the normal gravity value computed on the
 CS1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1342.degrees latitude (g = 980.6199 gals.).
 CS1342
 CS1342.The modeled gravity was interpolated from observed gravity values.
 CS1342
 CS1342;                    North         East     Units Scale Factor Converg.
 CS1342;SPC TXNC     - 2,139,692.722   774,384.129   MT  0.99987556   +1 01 00.8
 CS1342;SPC TXNC     - 7,019,975.21  2,540,625.26   sFT  0.99987556   +1 01 00.8
 CS1342;UTM  14      - 3,644,061.945   721,125.117   MT  1.00020294   +1 17 07.0
 CS1342
 CS1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1342!SPC TXNC     -   0.99997789  x   0.99987556  =   0.99985345
 CS1342!UTM  14      -   0.99997789  x   1.00020294  =   1.00018082
 CS1342
 CS1342:                Primary Azimuth Mark                     Grid Az
 CS1342:SPC TXNC     -  GARLAND NE BASE AZ MK                    027 53 47.9
 CS1342:UTM  14      -  GARLAND NE BASE AZ MK                    027 37 41.7
 CS1342
 CS1342|---------------------------------------------------------------------|
 CS1342| PID    Reference Object                     Distance      Geod. Az  |
 CS1342|                                                           dddmmss.s |
 CS1342| CS1341 GARLAND NE BASE AZ MK                              0285448.7 |
 CS1342| CY1931 GARLAND NE BASE RM 1                 47.762 METERS 07210     |
 CS1342| CS2611 ROCKWALL MUNICIPAL TANK             APPROX.16.5 KM 0830950.3 |
 CS1342| CS1344 GARLAND NE BASE RM 2                 71.433 METERS 17529     |
 CS1342| CS2760 GARLAND RAD STA KRLD NE TOWER       APPROX. 2.6 KM 2012748.0 |
 CS1342| CS2759 GARLAND RAD STA KRLD SW TOWER       APPROX. 2.7 KM 2022313.4 |
 CS1342| CS1345 GARLAND NE BASE RM 4                 15.905 METERS 24609     |
 CS1342| CS2841 DALLAS UNIV HEIGHTS MUN TANK        APPROX.15.4 KM 2500638.7 |
 CS1342| CS2757 GARLAND BYER ROLNICK TANK           APPROX. 1.9 KM 2525112.7 |
 CS1342| CS2756 GARLAND LUSCOMBE AIR CORP TK        APPROX. 4.6 KM 2542531.9 |
 CS1342| CS2762 GARLAND CONTL MFG CO TANK           APPROX. 2.8 KM 2544021.0 |
 CS1342| CS2765 GARLAND MUN WATER TANK              157.188 METERS 25644     |
 CS1342| CS2764 GARLAND MUN STORAGE TANK            APPROX. 2.6 KM 2633944.1 |
 CS1342| CS1343 GARLAND NE BASE RM 3                 21.861 METERS 31558     |
 CS1342|---------------------------------------------------------------------|
 CS1342
 CS1342                          SUPERSEDED SURVEY CONTROL
 CS1342
 CS1342  NAD 83(1993)-  32 54 44.84564(N)    096 38 07.81673(W) AD(       ) 2
 CS1342  NAD 83(1986)-  32 54 44.84950(N)    096 38 07.79846(W) AD(       ) 2
 CS1342  NAD 27      -  32 54 44.40600(N)    096 38 06.82100(W) AD(       ) 2
 CS1342  NGVD 29 (??/??/92)  166.737  (m)          547.04   (f) ADJ UNCH    2 0
 CS1342
 CS1342.Superseded values are not recommended for survey control.
 CS1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1342.See file dsdata.txt to determine how the superseded data were derived.
 CS1342
 CS1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2112544062(NAD 83)
 CS1342_MARKER: DS = TRIANGULATION STATION DISK
 CS1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1342_STAMPING: GARLAND NE BASE 1947
 CS1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1342+STABILITY: SURFACE MOTION
 CS1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1342+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 CS1342
 CS1342  HISTORY     - Date     Condition        Report By
 CS1342  HISTORY     - 1947     MONUMENTED       CGS
 CS1342  HISTORY     - 1948     GOOD             CGS
 CS1342  HISTORY     - 1949     GOOD             CGS
 CS1342  HISTORY     - 1949     GOOD             CGS
 CS1342  HISTORY     - 1952     GOOD             CGS
 CS1342  HISTORY     - 1952     GOOD             NGS
 CS1342  HISTORY     - 1958     GOOD             CGS
 CS1342  HISTORY     - 1958     GOOD             NGS
 CS1342  HISTORY     - 1959     MARK NOT FOUND   CGS
 CS1342  HISTORY     - 1964     GOOD             CGS
 CS1342  HISTORY     - 1965     GOOD             CGS
 CS1342  HISTORY     - 19910706 GOOD             USPSQD
 CS1342  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1342  HISTORY     - 20010907 GOOD             TX2590
 CS1342
 CS1342                          STATION DESCRIPTION
 CS1342
 CS1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1342'THE STATION IS LOCATED IN GARLAND, AT THE JUNCTION OF U.S. HIGHWAY
 CS1342'67 AND THE GULF, COLORADO AND SANTA FE RAILROAD.  IT IS 150
 CS1342'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RAILWAY STATION,
 CS1342'74 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 67, 47 FEET
 CS1342'WEST OF THE CENTERLINE OF 4TH. STREET, AND 6 FEET SOUTH OF
 CS1342'A WITNESS POST.  THE DISK IS STAMPED GARLAND N E BASE 1947
 CS1342'AND PROJECTS 4 INCHES.
 CS1342'
 CS1342'REFERENCE MARK NO. 1 IS 156.70 FEET EAST-NORTHEAST OF THE STATION,
 CS1342'23 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 67, 18 INCHES WEST
 CS1342'OF A POWER POLE, AND 1 FOOT NORTH OF THE NORTH EDGE OF A SIDEWALK.
 CS1342'THE DISK IS STAMPED GARLAND N E BASE NO 1 1947 AND PROJECTS 4
 CS1342'INCHES.
 CS1342'
 CS1342'REFERENCE MARK NO. 2 IS 233.40 FEET SOUTH OF THE STATION, 35
 CS1342'FEET NORTHWEST OF THE INTERSECTION OF 4TH STREET AND AVENUE A,
 CS1342'AND 1 FOOT NORTH OF A POWER POLE.  THE DISK IS STAMPED GARLAND
 CS1342'N E BASE NO 2 1947 AND PROJECTS 4 INCHES.
 CS1342'
 CS1342'THE AZIMUTH MARK IS LOCATED APPROXIMATELY 0.2 MILE NORTHEAST
 CS1342'OF THE STATION, ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 CS1342'TRACKS.  THE DISC IS SET IN A DRILL HOLE IN THE SOUTH END OF A
 CS1342'CONCRETE CULVERT HEADWALL, 9 FEET SOUTHEAST OF THE RAILROAD
 CS1342'TRACKS.  THE DISK IS STAMPED GARLAND N E BASE 1947.
 CS1342'
 CS1342'TO REACH THE AZIMUTH MARK FROM THE STATION, WALK NORTHEAST ALONG
 CS1342'THE RAILROAD TRACKS FOR 352 PACES TO THE MARK ON THE RIGHT AS
 CS1342'DESCRIBED.
 CS1342
 CS1342                          STATION RECOVERY (1948)
 CS1342
 CS1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (APR)
 CS1342'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 CS1342'NO. 1, 1947 WAS REMOVED AT THE REQUEST OF THE PROPERTY OWNER IN
 CS1342'ORDER TO CLEAR THE DRIVE-WAY.  A NEW REFERENCE MARK WAS SET AS
 CS1342'FOLLOWS.  REFERENCE MARK NO. 3 IS A STANDARD REFERENCE DISK
 CS1342'STAMPED GARLAND N.E. BASE 1948, NO. 3, SET IN THE S.E. CORNER
 CS1342'OF THE TOP OF THE CONCRETE BASE BLOCK OF THE R.R. CROSSING
 CS1342'LIGHT, 9 FEET N.W. OF THE N.W. RAIL OF THE MAIN LINE, AT THE
 CS1342'SOUTH SIDE OF MAIN STREET OF GARLAND AND ABOUT 48 YARDS NORTH OF
 CS1342'THE GARLAND DEPOT.
 CS1342
 CS1342                          STATION RECOVERY (1949)
 CS1342
 CS1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS1342'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CS1342'IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 HAS BEEN DESTROYED
 CS1342'AND A NEW REFERENCE MARK NO. 3 ADDED.  IT IS ASSUMED THIS WAS
 CS1342'DONE BY THE FT. WORTH OFFICE.
 CS1342'
 CS1342'THE 1947 DESCRIPTION BY F.R.G. IS ADEQUATE.
 CS1342'
 CS1342'NOTE-THE DISTANCE TO R.M. NO. 2 DID NOT CHECK WITH THE 1947
 CS1342'MEASUREMENT.
 CS1342'
 CS1342'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 CS1342
 CS1342                          STATION RECOVERY (1949)
 CS1342
 CS1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CL)
 CS1342'THE STATION WAS RECOVERED AS DESCRIBED BY M.E.W. IN 1949.  ALL
 CS1342'MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS
 CS1342'TO REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE
 CS1342'1949 DESCRIPTION IS ADEQUATE.
 CS1342'
 CS1342'HEIGHT OF TOWER-90 FEET.
 CS1342
 CS1342                          STATION RECOVERY (1952)
 CS1342
 CS1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CS1342'AT GARLAND, AT THE CROSSING OF THE GULF, COLORADO AND SANTA FE
 CS1342'RAILROAD AND STATE HIGHWAY 78, 152 FEET NORTHEAST OF THE NORTHEAST
 CS1342'CORNER OF THE RAILROAD STATION, 75 FEET SOUTH OF THE CENTER
 CS1342'LINE OF THE HIGHWAY, 53 FEET EAST OF THE EAST RAIL OF THE MAIN
 CS1342'TRACK, 39.4 FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 25 FEET
 CS1342'NORTHEAST OF THE NORTHWEST CORNER OF A BOARD FENCE AROUND A
 CS1342'LUMBER YARD, 37 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 CS1342'BOARD FENCE AROUND A LUMBER YARD, 16.3 FEET NORTHEAST OF THE
 CS1342'WEST END OF A BOARD GATE AT THE ENTRANCE TO THE LUMBER YARD,
 CS1342'IN THE NORTHWEST WHEEL TRACK OF THE ENTRANCE TO THE
 CS1342'LUMBER YARD, 0.4 FOOT BELOW THE TOP OF THE GROUND, A
 CS1342'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST,
 CS1342'STAMPED GARLAND N E BASE 1947.  THIS LUMBER YARD HAS BEEN
 CS1342'BUILT SINCE THE STATION WAS SET AND IT IS IMPOSSIBLE TO
 CS1342'MEASURE TO R.M. 2.
 CS1342'
 CS1342'GARLAND N.E. BASE R. M. 2 IS AT THE NORTHWEST CORNER OF THE
 CS1342'INTERSECTION OF SOUTH 4TH STREET AND AVENUE A, 23 FEET WEST
 CS1342'OF THE CENTER LINE OF SOUTH 4TH STREET, 24 FEET NORTH OF THE
 CS1342'CENTER LINE OF AVENUE A, 25 FEET SOUTH OF THE SOUTHEAST CORNER
 CS1342'OF A LUMBER YARD, 1.8 FEET NORTH OF A POWER POLE, 1.4 FEET
 CS1342'WEST OF A WITNESS POST, 0.1 FOOT BELOW THE TOP OF THE GROUND,
 CS1342'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST,
 CS1342'STAMPED GARLAND N.E. BASE NO 2 1947.
 CS1342'
 CS1342'GARLAND N.E. BASE R. M. 3 IS 52.7 FEET NORTHWEST OF TRIANGULATION
 CS1342'STATION GARLAND N.E. BASE 1947, 148 FEET NORTH OF THE NORTHEAST
 CS1342'CORNER OF THE RAILROAD STATION, 22 FEET SOUTH OF THE CENTER
 CS1342'LINE OF THE HIGHWAY, 4 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK,
 CS1342'12 FEET WEST OF THE WEST RAIL, A REFERENCE MARK DISK SET IN THE
 CS1342'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE CROSSING
 CS1342'SIGNAL LIGHTS, STAMPED GARLAND N E BASE 3 1947 1948.
 CS1342'
 CS1342'GARLAND N. E. BASE AZIMUTH 1947 IS 0.2 MILE NORTHEAST OF TRIANGULTION
 CS1342'STATION GARLAND N.E. BASE 1947, 0.2 MILE NORTHEAST ALONG THE
 CS1342'GULF, COLORADO AND SANTA FE RAILROAD FROM THE STATION AT GARLAND,
 CS1342'0.2 MILE SOUTHWEST OF THE CROSSING OF THE MISSOURI, KANSAS AND
 CS1342'TEXAS RAILROAD OF TEXAS, 11 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CS1342'AN AZIMUTH MARK DISK DET IN THE TOP OF THE SOUTHWEST END OF THE
 CS1342'SOUTHEAST HEADWALL OF CONCRETE PIPE CULVERT 66 B, STAMPED
 CS1342'GARLAND NE BASE 1947.
 CS1342
 CS1342                          STATION RECOVERY (1952)
 CS1342
 CS1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS1342'IN GARLAND.
 CS1342'AT GARLAND, AT THE CROSSING OF THE GULF, COLORADO AND SANTA FE
 CS1342'RAILROAD AND STATE HIGHWAY 78, 152 FEET NORTHEAST OF THE NORTHEAST
 CS1342'CORNER OF THE RAILROAD STATION, 75 FEET SOUTH OF THE CENTER LINE OF
 CS1342'THE HIGHWAY, 53 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 39.4
 CS1342'FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 25 FEET NORTHEAST OF THE
 CS1342'NORTHWEST CORNER OF A BOARD FENCE AROUND A LUMBER YARD, 37 FEET
 CS1342'NORTHWEST OF THE NORTHEAST CORNER OF A BOARD FENCE AROUND THE LUMBER
 CS1342'YARD, 16.3 FEET NORTHEAST OF THE WEST END OF A BOARD GATE AT THE
 CS1342'ENTRANCE TO THE LUMBER YARD, IN THE NORTHWEST WHEEL TRACK OF THE
 CS1342'ENTRANCE TO THE LUMBER YARD, 0.4 FOOT BELOW THE TOP OF THE GROUND, SET
 CS1342'IN THE TOP OF A CONCRETE POST.  THIS LUMBER YARD HAS BEEN BUILT SINCE
 CS1342'THE STATION WAS SET AND IT IS IMPOSSIBLE TO MEASURE TO R.M.2.
 CS1342
 CS1342                          STATION RECOVERY (1958)
 CS1342
 CS1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS1342'THE STATION MARK, AZIMUTH MARK AND R.M. NO. 3 WERE RECOVERED
 CS1342'IN GOOD CONDITION AS DESCRIBED.  R.M. NO. 2 WAS NOT RECOVERED.  IT
 CS1342'IS OUTSIDE THE SOUTHEAST CORNER OF THE LARGE METAL COVERED
 CS1342'BUILDING AND COVERED WITH DIRT.  IT IS NOT VISIBLE FROM THE
 CS1342'STATION AND IS OF NO VALUE AS A REFERENCE MARK.
 CS1342
 CS1342                          STATION RECOVERY (1958)
 CS1342
 CS1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1342'RECOVERED IN GOOD CONDITION.
 CS1342
 CS1342                          STATION RECOVERY (1959)
 CS1342
 CS1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS1342'THE AREA WHERE THE TRIANGULATION STATION WAS SET HAS BEEN
 CS1342'COVERED WITH BASE MATERIAL AND COULD NOT BE LOCATED.  REFERENCE
 CS1342'MARK NO. 2 AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 CS1342'CONDITION.  REFERENCE MARK NO. 3 IS SET IN CONCRETE BASE OF WARNING
 CS1342'SIGNAL ON RAILROAD SOUTH OF CENTERLINE OF F.M. 78.
 CS1342
 CS1342                          STATION RECOVERY (1964)
 CS1342
 CS1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 CS1342'THE STATION MARK, REFERENCE MARKS NO. 2, NO. 3 AND THE AZIMUTH
 CS1342'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1952
 CS1342'RECOVERY NOTE.
 CS1342'
 CS1342'ADDITIONAL NOTES FOR RECOVERY ARE AS FOLLOWS--REFERENCE MARK NO.
 CS1342'2 IS NOW 1 FOOT NORTHWEST OF THE POWER LINE POLE AND 3 INCHES
 CS1342'BELOW THE SURFACE OF THE GROUND.  THE AZIMUTH MARK IS ABOUT 100
 CS1342'YARDS NORTH OF THE JUNCTION OF AUSTIN STREET AND 3RD STREET, IN
 CS1342'GARLAND.  THE LUMBER YARD WAS VACANT AT THE TIME OF RECOVERY, AND
 CS1342'REFERENCE MARK NO. 2 WAS VISIBLE FROM THE STATION MARK.
 CS1342
 CS1342                          STATION RECOVERY (1965)
 CS1342
 CS1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 CS1342'THE STATION MARK, REFERENCE MARKS NO. 2, NO. 3 AND THE AZIMUTH
 CS1342'MARK WERE RECOVERED IN GOOD CONDITION.  AT THE REQUEST OF THE
 CS1342'RAILROAD COMPANY R.M. NO. 3 WAS DESTROYED TO CLEAR THE AREA
 CS1342'FOR BUILDING A RAILROAD CROSSING SIGNAL.  A NEW REFERENCE MARK
 CS1342'WAS SET.
 CS1342'
 CS1342'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS LOCATED
 CS1342'IN GARLAND, AT THE JUNCTION OF U.S. HIGHWAY 67 AND THE GULF,
 CS1342'COLORADO AND SANTA FE RAILROAD IN THE SOUTHEAST ANGLE OF THE
 CS1342'INTERSECTION.
 CS1342'
 CS1342'STATION MARK, A STANDARD DISK STAMPED GARLAND NE BASE 1947,
 CS1342'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS 2 INCHES BELOW
 CS1342'THE SURFACE OF THE GROUND.  IT IS 74 FEET SOUTH OF THE CENTER
 CS1342'LINE OF HIGHWAY, 53 FEET EAST OF THE EAST RAIL OF THE MAIN
 CS1342'RAILROAD TRACKS, 49 FEET WEST OF THE CENTER OF 4TH STREET, AND 36
 CS1342'FEET NORTHWEST OF A POWER LINE POLE.
 CS1342'
 CS1342'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GARLAND NE BASE NO 2
 CS1342'1947, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS 3 INCHES
 CS1342'BELOW THE SURFACE OF THE GROUND.  IT IS 24 FEET NORTH OF THE
 CS1342'CENTER OF AVENUE A, 21 FEET WEST OF THE CENTER OF 4TH STREET,
 CS1342'AND 1 FOOT NORTHWEST OF A POWER LINE POLE.
 CS1342'
 CS1342'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GARLAND NE BASE
 CS1342'NO 4 1947, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 CS1342'WITH THE SURFACE OF THE GROUND.  IT IS 98 FEET NORTHEAST OF THE
 CS1342'NORTHEAST CORNER OF THE RAILWAY STATION, 104C FEET SOUTH
 CS1342'OF THE CENTER LINE OF THE HIGHWAY, 32 FEET SOUTH OF A DERAIL
 CS1342'SIGN POST, 23 FEET EAST OF THE EAST RAIL OF THE MAIN RAILROAD
 CS1342'TRACKS, AND 9 FEET SOUTHWEST OF THE SOUTH POST OF A LARGE BILL
 CS1342'BOARD.
 CS1342'
 CS1342'AZIMUTH MARK, A STANDARD DISK STAMPED GARLAND NE BASE 1947,
 CS1342'IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END OF THE SOUTHEAST
 CS1342'HEADWALL OF A CONCRETE CULVERT WHICH IS UNDER THE GULF, COLORADO
 CS1342'AND SANTA FE RAILROAD TRACKS.  IT IS 0.2 MILE NORTHEAST OF THE
 CS1342'STATION, 11 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD
 CS1342'TRACKS, AND IS ABOUT 100 YARDS NORTH OF THE JUNCTION OF AUSTIN
 CS1342'STREET AND 3RD STREET IN GARLAND.
 CS1342
 CS1342                          STATION RECOVERY (1991)
 CS1342
 CS1342'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1342'RECOVERED IN GOOD CONDITION.
 CS1342
 CS1342                          STATION RECOVERY (1999)
 CS1342
 CS1342'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1342'MARK NOT FOUND.
 CS1342
 CS1342                          STATION RECOVERY (2001)
 CS1342
 CS1342'RECOVERY NOTE BY CITY OF GARLAND TEXAS 2001 (GSB)
 CS1342'RECOVERED, NOW HOUSED IN A WATER METER CAN WITH LID. THE WATER METER
 CS1342'CAN IS 1.3 FEET INSIDE OF A 46 FEET X 94 FEET CHAIN LINK FENCE STORAGE
 CS1342'AREA BELONGING TO THE G.C. AND SANTA FE R.R. (NOW L. AND A. R.R.). IT
 CS1342'IS 72 FEET SOUTH OF CENTER LINE OF MAIN ST., 48.7 FEET WEST OF S. 4TH
 CS1342'ST. AND 55.7 FEET EAST OF CENTER LINE OF R.R. TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1341 ***********************************************************************
 CS1341  DESIGNATION -  GARLAND NE BASE AZ MK
 CS1341  PID         -  CS1341
 CS1341  STATE/COUNTY-  TX/DALLAS
 CS1341  USGS QUAD   -  GARLAND (1973)
 CS1341
 CS1341                         *CURRENT SURVEY CONTROL
 CS1341  ___________________________________________________________________
 CS1341* NAD 83(1986)-  32 54 54.     (N)    096 38 01.     (W)     SCALED    
 CS1341* NAVD 88     -       164.782  (meters)     540.62   (feet)  ADJUSTED  
 CS1341  ___________________________________________________________________
 CS1341  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CS1341  DYNAMIC HT  -         164.601 (meters)     540.03  (feet)  COMP
 CS1341  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 CS1341
 CS1341  VERT ORDER  -  FIRST     CLASS II
 CS1341
 CS1341.The horizontal coordinates were scaled from a topographic map and have
 CS1341.an estimated accuracy of +/- 6 seconds.
 CS1341
 CS1341.The orthometric height was determined by differential leveling
 CS1341.and adjusted by the National Geodetic Survey in June 1991..
 CS1341
 CS1341.The geoid height was determined by GEOID03.
 CS1341
 CS1341.The dynamic height is computed by dividing the NAVD 88
 CS1341.geopotential number by the normal gravity value computed on the
 CS1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1341.degrees latitude (g = 980.6199 gals.).
 CS1341
 CS1341.The modeled gravity was interpolated from observed gravity values.
 CS1341
 CS1341;                    North         East    Units  Estimated Accuracy
 CS1341;SPC TXNC     - 2,139,980.      774,560.      MT  (+/- 180 meters Scaled)
 CS1341
 CS1341                          SUPERSEDED SURVEY CONTROL
 CS1341
 CS1341  NGVD 29 (??/??/92)  164.80   (m)          540.7    (f) COMPUTED    1 2
 CS1341
 CS1341.Superseded values are not recommended for survey control.
 CS1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1341.See file dsdata.txt to determine how the superseded data were derived.
 CS1341
 CS1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB212443(NAD 83)
 CS1341_MARKER: DZ = AZIMUTH MARK DISK
 CS1341_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS1341_SP_SET: HEADWALL
 CS1341_STAMPING: GARLAND NE BASE 1947
 CS1341_MARK LOGO: CGS   
 CS1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1341+STABILITY: SURFACE MOTION
 CS1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1341+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2002
 CS1341
 CS1341  HISTORY     - Date     Condition        Report By
 CS1341  HISTORY     - 1947     MONUMENTED       CGS
 CS1341  HISTORY     - 1952     GOOD             NGS
 CS1341  HISTORY     - 1958     GOOD             NGS
 CS1341  HISTORY     - 1986     GOOD             NGS
 CS1341  HISTORY     - 19991120 GOOD             USPSQD
 CS1341  HISTORY     - 20021230 GOOD             INDIV
 CS1341
 CS1341                          STATION DESCRIPTION
 CS1341
 CS1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1341'0.2 MI NE FROM GARLAND.
 CS1341'0.2 MILE NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 CS1341'THE STATION AT GARLAND, 0.2 MILE SOUTHWEST OF THE CROSSING OF THE
 CS1341'MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS, 11 FEET SOUTHEAST OF THE
 CS1341'SOUTHEAST RAIL, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 CS1341'HEADWALL OF CONCRETE PIPE CULVERT 66 B, 0.2 MILE NORTHEAST OF
 CS1341'TRIANGULATION STATION GARLAND N.E. BASE 1947.
 CS1341
 CS1341                          STATION RECOVERY (1958)
 CS1341
 CS1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1341'RECOVERED IN GOOD CONDITION.
 CS1341
 CS1341                          STATION RECOVERY (1986)
 CS1341
 CS1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1341'RECOVERED IN GOOD CONDITION.
 CS1341
 CS1341                          STATION RECOVERY (1999)
 CS1341
 CS1341'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1341'RECOVERED IN GOOD CONDITION.
 CS1341
 CS1341                          STATION RECOVERY (2002)
 CS1341
 CS1341'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MAW)
 CS1341'N=32.54.901/W=96.38.029 ON MY MAGELLAN PLATINUM GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1343 ***********************************************************************
 CS1343  DESIGNATION -  GARLAND NE BASE RM 3
 CS1343  PID         -  CS1343
 CS1343  STATE/COUNTY-  TX/DALLAS
 CS1343  USGS QUAD   -  GARLAND (1973)
 CS1343
 CS1343                         *CURRENT SURVEY CONTROL
 CS1343  ___________________________________________________________________
 CS1343* NAD 83(1986)-  32 54 44.     (N)    096 38 08.     (W)     SCALED    
 CS1343* NAVD 88     -       167.463  (meters)     549.42   (feet)  ADJUSTED  
 CS1343  ___________________________________________________________________
 CS1343  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CS1343  DYNAMIC HT  -         167.279 (meters)     548.81  (feet)  COMP
 CS1343  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 CS1343
 CS1343  VERT ORDER  -  SECOND    CLASS 0
 CS1343
 CS1343.The horizontal coordinates were scaled from a topographic map and have
 CS1343.an estimated accuracy of +/- 6 seconds.
 CS1343
 CS1343.The orthometric height was determined by differential leveling
 CS1343.and adjusted by the National Geodetic Survey in June 1991..
 CS1343
 CS1343.The geoid height was determined by GEOID03.
 CS1343
 CS1343.The dynamic height is computed by dividing the NAVD 88
 CS1343.geopotential number by the normal gravity value computed on the
 CS1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1343.degrees latitude (g = 980.6199 gals.).
 CS1343
 CS1343.The modeled gravity was interpolated from observed gravity values.
 CS1343
 CS1343;                    North         East    Units  Estimated Accuracy
 CS1343;SPC TXNC     - 2,139,670.      774,380.      MT  (+/- 180 meters Scaled)
 CS1343
 CS1343                          SUPERSEDED SURVEY CONTROL
 CS1343
 CS1343  NGVD 29 (??/??/92)  167.48   (m)          549.5    (f) COMPUTED    2 0
 CS1343
 CS1343.Superseded values are not recommended for survey control.
 CS1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1343.See file dsdata.txt to determine how the superseded data were derived.
 CS1343
 CS1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB211440(NAD 83)
 CS1343_MARKER: DR = REFERENCE MARK DISK
 CS1343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1343_SP_SET: SIGNAL TOWER BASE
 CS1343_STAMPING: GARLAND NE BASE 3 1947 1948
 CS1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1343
 CS1343  HISTORY     - Date     Condition        Report By
 CS1343  HISTORY     - 1948     MONUMENTED       CGS
 CS1343  HISTORY     - 1965     GOOD             NGS
 CS1343  HISTORY     - 19910706 MARK NOT FOUND   USPSQD
 CS1343
 CS1343                          STATION DESCRIPTION
 CS1343
 CS1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS1343'IN GARLAND.
 CS1343'AT GARLAND, AT THE CROSSING OF STATE HIGHWAY 78 AND THE GULF, COLORADO
 CS1343'AND SANTA FE RAILROAD, 148 FEET NORTH OF THE NORTHEAST CORNER OF THE
 CS1343'RAILROAD STATION, 22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4
 CS1343'FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, 12 FEET WEST OF THE WEST
 CS1343'RAIL, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF
 CS1343'THE CROSSING SIGNAL LIGHTS.  NOTE-- AT THE REQUEST OF THE RAILROAD
 CS1343'COMPANY THIS MARK WAS DESTROYED TO CLEAR THE AREA FOR BUILDING OF A
 CS1343'NEW TYPE RAILROAD CROSSING SIGNAL, AFTER ANOTHER REFERENCE MARK WAS
 CS1343'SET IN THE NEAR VICINITY AND ITS ELEVATION WAS DETERMINED.
 CS1343
 CS1343                          STATION RECOVERY (1991)
 CS1343
 CS1343'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1344 ***********************************************************************
 CS1344  DESIGNATION -  GARLAND NE BASE RM 2
 CS1344  PID         -  CS1344
 CS1344  STATE/COUNTY-  TX/DALLAS
 CS1344  USGS QUAD   -  GARLAND (1973)
 CS1344
 CS1344                         *CURRENT SURVEY CONTROL
 CS1344  ___________________________________________________________________
 CS1344* NAD 83(1986)-  32 54 44.     (N)    096 38 07.     (W)     SCALED    
 CS1344* NAVD 88     -       166.783  (meters)     547.19   (feet)  ADJUSTED  
 CS1344  ___________________________________________________________________
 CS1344  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CS1344  DYNAMIC HT  -         166.599 (meters)     546.58  (feet)  COMP
 CS1344  MODELED GRAV-     979,531.6   (mgal)                       NAVD 88
 CS1344
 CS1344  VERT ORDER  -  SECOND    CLASS 0
 CS1344
 CS1344.The horizontal coordinates were scaled from a topographic map and have
 CS1344.an estimated accuracy of +/- 6 seconds.
 CS1344
 CS1344.The orthometric height was determined by differential leveling
 CS1344.and adjusted by the National Geodetic Survey in June 1991..
 CS1344
 CS1344.The geoid height was determined by GEOID03.
 CS1344
 CS1344.The dynamic height is computed by dividing the NAVD 88
 CS1344.geopotential number by the normal gravity value computed on the
 CS1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1344.degrees latitude (g = 980.6199 gals.).
 CS1344
 CS1344.The modeled gravity was interpolated from observed gravity values.
 CS1344
 CS1344;                    North         East    Units  Estimated Accuracy
 CS1344;SPC TXNC     - 2,139,670.      774,410.      MT  (+/- 180 meters Scaled)
 CS1344
 CS1344                          SUPERSEDED SURVEY CONTROL
 CS1344
 CS1344  NGVD 29 (??/??/92)  166.80   (m)          547.2    (f) COMPUTED    2 0
 CS1344
 CS1344.Superseded values are not recommended for survey control.
 CS1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1344.See file dsdata.txt to determine how the superseded data were derived.
 CS1344
 CS1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB211440(NAD 83)
 CS1344_MARKER: DR = REFERENCE MARK DISK
 CS1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1344_STAMPING: GARLAND NE BASE NO 2 1947
 CS1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1344+STABILITY: SURFACE MOTION
 CS1344
 CS1344  HISTORY     - Date     Condition        Report By
 CS1344  HISTORY     - 1947     MONUMENTED       CGS
 CS1344  HISTORY     - 1952     GOOD             NGS
 CS1344  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1344  HISTORY     - 19991120 GOOD             USPSQD
 CS1344
 CS1344                          STATION DESCRIPTION
 CS1344
 CS1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1344'IN GARLAND.
 CS1344'AT GARLAND, AT THE NORTHWEST CORNER OF THE INTERSECTION OF SOUTH 4TH
 CS1344'STREET AND AVENUE A, 23 FEET WEST OF THE CENTER LINE OF SOUTH 4TH
 CS1344'STREET, 24 FEET NORTH OF THE CENTER LINE OF AVENUE A, 25 FEET SOUTH OF
 CS1344'THE SOUTHEAST CORNER OF A LUMBER YARD, 1.8 FEET NORTH OF A POWER POLE,
 CS1344'1.4 FEET WEST OF A WITNESS POST, 0.1 FOOT BELOW THE TOP OF THE GROUND,
 CS1344'SET IN THE TOP OF A CONCRETE POST.
 CS1344
 CS1344                          STATION RECOVERY (1958)
 CS1344
 CS1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1344'MARK NOT FOUND.
 CS1344
 CS1344                          STATION RECOVERY (1999)
 CS1344
 CS1344'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1345 ***********************************************************************
 CS1345  DESIGNATION -  GARLAND NE BASE RM 4
 CS1345  PID         -  CS1345
 CS1345  STATE/COUNTY-  TX/DALLAS
 CS1345  USGS QUAD   -  GARLAND (1973)
 CS1345
 CS1345                         *CURRENT SURVEY CONTROL
 CS1345  ___________________________________________________________________
 CS1345* NAD 83(1986)-  32 54 45.     (N)    096 38 07.     (W)     SCALED    
 CS1345* NAVD 88     -       167.21   (+/-2cm)     548.6    (feet)  VERTCON   
 CS1345  ___________________________________________________________________
 CS1345  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CS1345
 CS1345  VERT ORDER  -  THIRD (See Below)
 CS1345
 CS1345.The horizontal coordinates were scaled from a topographic map and have
 CS1345.an estimated accuracy of +/- 6 seconds.
 CS1345
 CS1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1345.The vertical order pertains to the NGVD 29 superseded value.
 CS1345
 CS1345.The geoid height was determined by GEOID03.
 CS1345
 CS1345;                    North         East    Units  Estimated Accuracy
 CS1345;SPC TXNC     - 2,139,700.      774,410.      MT  (+/- 180 meters Scaled)
 CS1345
 CS1345                          SUPERSEDED SURVEY CONTROL
 CS1345
 CS1345  NGVD 29 (01/29/03)  167.22   (m)          548.6    (f) RESET       3  
 CS1345
 CS1345.Superseded values are not recommended for survey control.
 CS1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1345.See file dsdata.txt to determine how the superseded data were derived.
 CS1345
 CS1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB211440(NAD 83)
 CS1345_MARKER: DR = REFERENCE MARK DISK
 CS1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1345_STAMPING: GARLAND NE BASE NO 4 1947
 CS1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1345+STABILITY: SURFACE MOTION
 CS1345
 CS1345  HISTORY     - Date     Condition        Report By
 CS1345  HISTORY     - 1947     MONUMENTED       CGS
 CS1345  HISTORY     - 1965     GOOD             NGS
 CS1345  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1345
 CS1345                          STATION DESCRIPTION
 CS1345
 CS1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS1345'IN GARLAND.
 CS1345'IN GARLAND, AT THE CROSSING OF U.S. HIGHWAY 67 AND THE GULF, COLORADO
 CS1345'AND SANTA FE RAILROAD, 98 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 CS1345'THE RAILWAY STATION, 104 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 32
 CS1345'FEET SOUTH OF A DERAIL SIGN POST, AND 23 FEET EAST OF THE EAST RAIL OF
 CS1345'THE MAIN RAILROAD TRACKS.  A STANDARD REFERENCE MARK DISK SET IN A 12
 CS1345'X 12 IN. CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 CS1345
 CS1345                          STATION RECOVERY (1999)
 CS1345
 CS1345'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2759 ***********************************************************************
 CS2759  DESIGNATION -  GARLAND RAD STA KRLD SW TOWER
 CS2759  PID         -  CS2759
 CS2759  STATE/COUNTY-  TX/DALLAS
 CS2759  USGS QUAD   -  GARLAND (1973)
 CS2759
 CS2759                         *CURRENT SURVEY CONTROL
 CS2759  ___________________________________________________________________
 CS2759* NAD 83(1993)-  32 53 25.00280(N)    096 38 46.79342(W)     ADJUSTED  
 CS2759* NAVD 88     -                                                        
 CS2759  ___________________________________________________________________
 CS2759  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 CS2759  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CS2759
 CS2759  HORZ ORDER  -  THIRD
 CS2759
 CS2759.The horizontal coordinates were established by classical geodetic methods
 CS2759.and adjusted by the National Geodetic Survey in February 1996..
 CS2759
 CS2759
 CS2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2759
 CS2759.The geoid height was determined by GEOID03.
 CS2759
 CS2759;                    North         East     Units Scale Factor Converg.
 CS2759;SPC TXNC     - 2,137,215.925   773,414.970   MT  0.99987657   +1 00 39.5
 CS2759;SPC TXNC     - 7,011,849.25  2,537,445.61   sFT  0.99987657   +1 00 39.5
 CS2759;UTM  14      - 3,641,579.836   720,167.245   MT  1.00019773   +1 16 43.1
 CS2759
 CS2759                          SUPERSEDED SURVEY CONTROL
 CS2759
 CS2759  NAD 83(1993)-  32 53 25.00301(N)    096 38 46.79592(W) AD(       ) 4
 CS2759  NAD 83(1986)-  32 53 25.00998(N)    096 38 46.77629(W) AD(       ) 4
 CS2759  NAD 27      -  32 53 24.57400(N)    096 38 45.79200(W) AD(       ) 3
 CS2759
 CS2759.Superseded values are not recommended for survey control.
 CS2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2759.See file dsdata.txt to determine how the superseded data were derived.
 CS2759
 CS2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2016741580(NAD 83)
 CS2759_MARKER: 43 = RADIO/TV TOWER
 CS2759
 CS2759  HISTORY     - Date     Condition        Report By
 CS2759  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2759  HISTORY     - 1949     GOOD             CGS
 CS2759  HISTORY     - 1958     GOOD             CGS
 CS2759  HISTORY     - 1985     GOOD             USPSQD
 CS2759
 CS2759                          STATION DESCRIPTION
 CS2759
 CS2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2759'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE TOWN OF
 CS2759'GARLAND AND 1/4 MILE EAST OF U.S. HIGHWAY 67.
 CS2759'
 CS2759'THE TOWER IS OF STEEL CONSTRUCTION, 478 FEET HIGH AND PAINTED
 CS2759'ORANGE AND WHITE.
 CS2759'
 CS2759'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TOWER.
 CS2759'
 CS2759'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 CS2759'67 AT THE PUBLIC SQUARE IN GARLAND, GO SOUTHWEST ON U.S.
 CS2759'HIGHWAY 67 FOR 1.9 MILES TO AN OILED ROAD LEFT.  TURN LEFT
 CS2759'OR EAST ACROSS RAILROAD TRACKS, THEN TURN RIGHT AND GO SOUTH
 CS2759'ON OILED ROAD FOR 0.3 MILE TO ENTRANCE GATE LEFT.  TURN
 CS2759'LEFT THROUGH GATE AND GO EAST 0.1 MILE TO THE RADIO TRANSMITTER
 CS2759'BUILDING AND THE STATION 100 FEET EAST.
 CS2759
 CS2759                          STATION RECOVERY (1949)
 CS2759
 CS2759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2759'THE TWO TOWERS, STATION KRLD, HAVE COLLAPSED DUE TO FAULTY
 CS2759'CONSTRUCTION.  THERE IS A TEMPORARY TOWER AT THE SITE WHICH
 CS2759'WILL BE REMOVED WHEN THE TWO ORIGINAL TOWERS ARE REPLACED.
 CS2759'THE CHIEF ENGINEER AT STATION KRLD STATED THAT THE TOWERS
 CS2759'WOULD BE BUILT IN THE EXACT LOCATION OF THE PREVIOUS TOWERS
 CS2759'AND THEY WOULD BE THE SAME HEIGHT.  THEREFORE, THE ORIGINAL
 CS2759'DESCRIPTIONS FOR THE TWO TOWERS IS SATISFACTORY.
 CS2759
 CS2759                          STATION RECOVERY (1958)
 CS2759
 CS2759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EBP)
 CS2759'THIS TOWER WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2759
 CS2759                          STATION RECOVERY (1985)
 CS2759
 CS2759'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2760 ***********************************************************************
 CS2760  DESIGNATION -  GARLAND RAD STA KRLD NE TOWER
 CS2760  PID         -  CS2760
 CS2760  STATE/COUNTY-  TX/DALLAS
 CS2760  USGS QUAD   -  GARLAND (1973)
 CS2760
 CS2760                         *CURRENT SURVEY CONTROL
 CS2760  ___________________________________________________________________
 CS2760* NAD 83(1993)-  32 53 26.25146(N)    096 38 44.43900(W)     ADJUSTED  
 CS2760* NAVD 88     -                                                        
 CS2760  ___________________________________________________________________
 CS2760  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 CS2760  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CS2760
 CS2760  HORZ ORDER  -  THIRD
 CS2760
 CS2760.The horizontal coordinates were established by classical geodetic methods
 CS2760.and adjusted by the National Geodetic Survey in February 1996..
 CS2760
 CS2760
 CS2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2760
 CS2760.The geoid height was determined by GEOID03.
 CS2760
 CS2760;                    North         East     Units Scale Factor Converg.
 CS2760;SPC TXNC     - 2,137,255.460   773,475.469   MT  0.99987655   +1 00 40.8
 CS2760;SPC TXNC     - 7,011,978.96  2,537,644.10   sFT  0.99987655   +1 00 40.8
 CS2760;UTM  14      - 3,641,619.667   720,227.577   MT  1.00019806   +1 16 44.4
 CS2760
 CS2760                          SUPERSEDED SURVEY CONTROL
 CS2760
 CS2760  NAD 83(1993)-  32 53 26.25206(N)    096 38 44.44125(W) AD(       ) 4
 CS2760  NAD 83(1986)-  32 53 26.25860(N)    096 38 44.42191(W) AD(       ) 4
 CS2760  NAD 27      -  32 53 25.80900(N)    096 38 43.44500(W) AD(       ) 3
 CS2760
 CS2760.Superseded values are not recommended for survey control.
 CS2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2760.See file dsdata.txt to determine how the superseded data were derived.
 CS2760
 CS2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2022841620(NAD 83)
 CS2760_MARKER: 43 = RADIO/TV TOWER
 CS2760
 CS2760  HISTORY     - Date     Condition        Report By
 CS2760  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2760  HISTORY     - 1958     GOOD             CGS
 CS2760  HISTORY     - 1985     GOOD             USPSQD
 CS2760  HISTORY     - 19991120 GOOD             USPSQD
 CS2760
 CS2760                          STATION DESCRIPTION
 CS2760
 CS2760'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2760'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE TOWN OF
 CS2760'GARLAND AND 1/4 MILE EAST OF U.S. HIGHWAY 67.
 CS2760'
 CS2760'THE TOWER IS OF STEEL CONSTRUCTION, 478 FEET HIGH AND PAINTED
 CS2760'ORANGE AND WHITE.
 CS2760'
 CS2760'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TOWER.
 CS2760'
 CS2760'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 CS2760'67 AT THE PUBLIC SQUARE IN GARLAND, GO SOUTHWEST ON U.S.
 CS2760'HIGHWAY 67 FOR 1.9 MILES TO AN OILED ROAD LEFT.  TURN LEFT
 CS2760'OR EAST ACROSS RAILROAD TRACKS, THEN TURN RIGHT AND GO SOUTH
 CS2760'ON OILED ROAD FOR 0.3 MILE TO ENTRANCE GATE LEFT.  TURN
 CS2760'LEFT THROUGH GATE AND GO 0.1 MILE TO THE RADIO TRANSMITTER
 CS2760'BUILDING AND THE STATION 100 YARDS NORTHEAST.
 CS2760
 CS2760                          STATION RECOVERY (1958)
 CS2760
 CS2760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2760'THIS TOWER WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2760
 CS2760                          STATION RECOVERY (1985)
 CS2760
 CS2760'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2760'RECOVERED IN GOOD CONDITION.
 CS2760
 CS2760                          STATION RECOVERY (1999)
 CS2760
 CS2760'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1374 ***********************************************************************
 CS1374  DESIGNATION -  GARLAND SW BASE RM 2
 CS1374  PID         -  CS1374
 CS1374  STATE/COUNTY-  TX/DALLAS
 CS1374  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1374
 CS1374                         *CURRENT SURVEY CONTROL
 CS1374  ___________________________________________________________________
 CS1374* NAD 83(1986)-  32 50 47.     (N)    096 40 56.     (W)     SCALED    
 CS1374* NAVD 88     -       171.00   (+/-2cm)     561.0    (feet)  VERTCON   
 CS1374  ___________________________________________________________________
 CS1374  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CS1374
 CS1374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS1374
 CS1374.The horizontal coordinates were scaled from a topographic map and have
 CS1374.an estimated accuracy of +/- 6 seconds.
 CS1374
 CS1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1374.The vertical order pertains to the NGVD 29 superseded value.
 CS1374
 CS1374.The geoid height was determined by GEOID03.
 CS1374
 CS1374;                    North         East    Units  Estimated Accuracy
 CS1374;SPC TXNC     - 2,132,290.      770,140.      MT  (+/- 180 meters Scaled)
 CS1374
 CS1374                          SUPERSEDED SURVEY CONTROL
 CS1374
 CS1374  NGVD 29 (??/??/92)  171.009  (m)          561.05   (f) ADJ UNCH    2 0
 CS1374
 CS1374.Superseded values are not recommended for survey control.
 CS1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1374.See file dsdata.txt to determine how the superseded data were derived.
 CS1374
 CS1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB169366(NAD 83)
 CS1374_MARKER: DR = REFERENCE MARK DISK
 CS1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1374_STAMPING: GARLAND S.W. BASE NO 2 1947
 CS1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1374+STABILITY: SURFACE MOTION
 CS1374
 CS1374  HISTORY     - Date     Condition        Report By
 CS1374  HISTORY     - 1947     MONUMENTED       CGS
 CS1374  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1374
 CS1374                          STATION DESCRIPTION
 CS1374
 CS1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1374'5.5 MI SW FROM GARLAND.
 CS1374'5.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 67 FROM THE RAILROAD STATION AT
 CS1374'GARLAND, ABOUT 700 FEET NORTHEAST OF RAILROAD MILE POST 61, 164 FEET
 CS1374'SOUTHEAST OF THE CENTER LINE OF THE GULF, COLORADO AND SANTA FE
 CS1374'RAILROAD, 3 FEET NORTHWEST OF AN OLD WELL WHICH IS IN A PLOWED FIELD.
 CS1374'A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS1374'PROJECTS 2 INCHES ABOVE THE GROUND.
 CS1374
 CS1374                          STATION RECOVERY (1958)
 CS1374
 CS1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2045 ***********************************************************************
 AY2045  DESIGNATION -  GARNER
 AY2045  PID         -  AY2045
 AY2045  STATE/COUNTY-  TX/UVALDE
 AY2045  USGS QUAD   -  GARNER FIELD (1971)
 AY2045
 AY2045                         *CURRENT SURVEY CONTROL
 AY2045  ___________________________________________________________________
 AY2045* NAD 83(1993)-  29 13 05.30159(N)    099 45 00.36655(W)     ADJUSTED  
 AY2045* NAVD 88     -       286.2    (meters)     939.     (feet)  VERTCON   
 AY2045  ___________________________________________________________________
 AY2045  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AY2045  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AY2045
 AY2045  HORZ ORDER  -  SECOND
 AY2045
 AY2045.This mark is at Garner Fld (UVA) Airport (UVA)
 AY2045
 AY2045.The horizontal coordinates were established by classical geodetic methods
 AY2045.and adjusted by the National Geodetic Survey in February 1996..
 AY2045
 AY2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2045
 AY2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2045
 AY2045.The geoid height was determined by GEOID03.
 AY2045
 AY2045;                    North         East     Units Scale Factor Converg.
 AY2045;SPC TXSC     - 4,153,707.040   527,075.206   MT  0.99986531   -0 22 02.9
 AY2045;SPC TXSC     -13,627,620.51  1,729,245.91   sFT  0.99986531   -0 22 02.9
 AY2045;UTM  14      - 3,232,386.944   427,092.958   MT  0.99966559   -0 21 58.2
 AY2045
 AY2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2045!SPC TXSC     -   0.99995866  x   0.99986531  =   0.99982397
 AY2045!UTM  14      -   0.99995866  x   0.99966559  =   0.99962426
 AY2045
 AY2045|---------------------------------------------------------------------|
 AY2045| PID    Reference Object                     Distance      Geod. Az  |
 AY2045|                                                           dddmmss.s |
 AY2045| CV4075 GARNER RM 1                          13.735 METERS 00708     |
 AY2045| AY2044 GARNER A POINT 1972                  23.916 METERS 07020     |
 AY2045| AY2043 AIRPORT BEACON UVALDE MUN APT       APPROX. 1.1 KM 0954134.0 |
 AY2045| CV4074 GARNER AZ MK                                       0960708.3 |
 AY2045| AY2049 UVALDE VALLEY COMM RAD MAST         APPROX. 5.0 KM 2154338.1 |
 AY2045| CV4076 GARNER RM 2                          12.269 METERS 26632     |
 AY2045|---------------------------------------------------------------------|
 AY2045
 AY2045                          SUPERSEDED SURVEY CONTROL
 AY2045
 AY2045  NAD 83(1986)-  29 13 05.29960(N)    099 45 00.34714(W) AD(       ) 2
 AY2045  NAD 27      -  29 13 04.43976(N)    099 44 59.14602(W) AD(       ) 2
 AY2045  NGVD 29 (07/19/86)  286.1    (m)          939.     (f) VERT ANG       
 AY2045
 AY2045.Superseded values are not recommended for survey control.
 AY2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2045.See file dsdata.txt to determine how the superseded data were derived.
 AY2045
 AY2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT2709332387(NAD 83)
 AY2045_MARKER: DS = TRIANGULATION STATION DISK
 AY2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2045_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2045+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AY2045
 AY2045  HISTORY     - Date     Condition        Report By
 AY2045  HISTORY     - 1972     MONUMENTED       NGS
 AY2045  HISTORY     - 20040512 GOOD             USPSQD
 AY2045
 AY2045                          STATION DESCRIPTION
 AY2045
 AY2045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2045'THE STATION IS ABOUT 2.0 MILES EAST OF UVALDE AND ON PROPERTY OF
 AY2045'UVALDE MUNICIPAL AIRPORT.  NOTE--CONTACT AIRPORT AUTHORITIES AT
 AY2045'AIRPORT OFFICE BEFORE VISITING STATION.
 AY2045'
 AY2045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 90 AND 83 IN
 AY2045'UVALDE, GO NORTHEAST ON U.S. 90 FOR 0.85 MILE TO THE JUNCTION OF
 AY2045'FARM ROAD 1023 ON THE RIGHT.  TURN RIGHT AND GO EAST ON ROAD 1023
 AY2045'FOR 1.4 MILES TO THE NORTHWEST CORNER OF THE AIRFIELD AND THE
 AY2045'STATION ON THE RIGHT.
 AY2045'
 AY2045'STATION MARK IS A STANDARD DISK, STAMPED GARNER 1972, SET IN THE TOP
 AY2045'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AY2045'GROUND.  IT IS 155.0 FEET EAST-NORTHEAST OF THE CENTER OF A GATE,
 AY2045'114.0 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF FARM ROAD 1023,
 AY2045'AND 63.5 FEET SOUTH-SOUTHEAST OF A FENCE.  THE UNDERGROUND MARK IS
 AY2045'44 INCHES BELOW THE GROUND SURFACE.
 AY2045'
 AY2045'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GARNER NO 1 1972, SET
 AY2045'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AY2045'WITH THE GROUND.  IT IS 74.0 FEET SOUTH-SOUTHEAST OF THE CENTER
 AY2045'LINE OF RAOD 1023, 86.0 FEET SOUTH-SOUTHEAST OF THE FENCE, 3.0 FEET
 AY2045'SOUTHEAST OF A DITCH AND ABOUT THE SAME IN ELEVATION AS THE
 AY2045'STATION.
 AY2045'
 AY2045'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GARNER NO 2 1972, SET
 AY2045'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AY2045'1 INCH ABOVE THE GROUND.  IT IS 115.0 FEET EAST-NORTHEAST OF THE
 AY2045'CENTER OF THE GATE, 100.0 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF
 AY2045'ROAD 1023 AND ABOUT THE SAME IN ELEVATION AS THE STATION.
 AY2045'
 AY2045'AZIMUTH MARK IS A STANDARD DISK, STAMPED GARNER 1972, SET IN THE TOP
 AY2045'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH
 AY2045'ABOVE THE GROUND.  IT IS 28.5 FEET SOUTH-SOUTHEAST OF THE AIRPORT
 AY2045'BEACON AND 14.0 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD.
 AY2045'TO REACH THE MARK FROM THE STATION, GO NORTHEAST ALONG THE NORTH
 AY2045'SIDE OF THE AIRFIELD, FOLLOWING TAXI STRIPS, FOR 0.7 MILE TO THE
 AY2045'AIRPORT BEACON AND THE MARK.
 AY2045'
 AY2045'HEIGHT OF LIGHT ABOVE STATION MARK 1.15 METERS.
 AY2045
 AY2045                          STATION RECOVERY (2004)
 AY2045
 AY2045'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY2045'REF. MARKS NO. 1 AND NO. 2, ALSO AZIMUTH MARK RECOVERED IN GOOD
 AY2045'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0756 ***********************************************************************
 CC0756  DESIGNATION -  GARNER
 CC0756  PID         -  CC0756
 CC0756  STATE/COUNTY-  TX/PECOS
 CC0756  USGS QUAD   -  OWEGO (1972)
 CC0756
 CC0756                         *CURRENT SURVEY CONTROL
 CC0756  ___________________________________________________________________
 CC0756* NAD 83(1993)-  31 02 06.88406(N)    102 33 16.56339(W)     ADJUSTED  
 CC0756* NAVD 88     -       768.8    (meters)    2522.     (feet)  VERTCON   
 CC0756  ___________________________________________________________________
 CC0756  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CC0756  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CC0756
 CC0756  HORZ ORDER  -  FIRST
 CC0756
 CC0756.The horizontal coordinates were established by classical geodetic methods
 CC0756.and adjusted by the National Geodetic Survey in February 1996..
 CC0756
 CC0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0756
 CC0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0756
 CC0756.The geoid height was determined by GEOID03.
 CC0756
 CC0756;                    North         East     Units Scale Factor Converg.
 CC0756;SPC TX C     - 3,153,830.716   487,976.672   MT  0.99988192   -1 08 38.7
 CC0756;SPC TX C     -10,347,192.94  1,600,970.13   sFT  0.99988192   -1 08 38.7
 CC0756;UTM  13      - 3,436,076.934   733,400.145   MT  1.00027201   +1 15 40.8
 CC0756
 CC0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0756!SPC TX C     -   0.99988292  x   0.99988192  =   0.99976485
 CC0756!UTM  13      -   0.99988292  x   1.00027201  =   1.00015490
 CC0756
 CC0756|---------------------------------------------------------------------|
 CC0756| PID    Reference Object                     Distance      Geod. Az  |
 CC0756|                                                           dddmmss.s |
 CC0756| CH9419 GARNER RM 1                          43.558 METERS 05555     |
 CC0756| CC0746 MC CAMEY MUNICIPAL TANK             APPROX.33.6 KM 0710350.7 |
 CC0756| CC0751 GIRVIN PECOS VAL PWRHSE STK E       APPROX.18.8 KM 0725614.2 |
 CC0756| CC0750 GIRVIN PECOS VAL PWRHSE STK W       APPROX.18.8 KM 0725827.6 |
 CC0756| CH9418 GARNER AZ MK                                       1815635.8 |
 CC0756| CH9420 GARNER RM 2                          46.826 METERS 32918     |
 CC0756|---------------------------------------------------------------------|
 CC0756
 CC0756                          SUPERSEDED SURVEY CONTROL
 CC0756
 CC0756  NAD 83(1986)-  31 02 06.88755(N)    102 33 16.55517(W) AD(       ) 1
 CC0756  NAD 27      -  31 02 06.35200(N)    102 33 15.03300(W) AD(       ) 1
 CC0756  NGVD 29 (07/19/86)  768.6    (m)         2522.     (f) VERT ANG       
 CC0756
 CC0756.Superseded values are not recommended for survey control.
 CC0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0756.See file dsdata.txt to determine how the superseded data were derived.
 CC0756
 CC0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ3340036077(NAD 83)
 CC0756_MARKER: DS = TRIANGULATION STATION DISK
 CC0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0756
 CC0756  HISTORY     - Date     Condition        Report By
 CC0756  HISTORY     - 1935     MONUMENTED       CGS
 CC0756  HISTORY     - 1943     GOOD             CGS
 CC0756  HISTORY     - 1944     GOOD             PHILIP
 CC0756
 CC0756                          STATION DESCRIPTION
 CC0756
 CC0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0756'THE STATION IS LOCATED ABOUT 21 MILES EAST-NORTHEAST OF FT.
 CC0756'STOCKTON AND IS ON A BRUSH-COVERED FLAT-TOPPED RIDGE THAT
 CC0756'EXTENDS SOUTH FROM A RAILROAD CUT THROUGH THE RIDGE.  THIS
 CC0756'CUT IS ABOUT 2 MILES SOUTH OF THE J.W. GARNER RANCH, WHICH
 CC0756'LEASES THE LAND ON WHICH THE STATION IS SITUATED.
 CC0756'
 CC0756'THE STATION MARK PROJECTS 6 IN AND IS ON THE SOUTH END OF
 CC0756'THE ABOVE RIDGE.  IT IS 2 MILES SOUTH OF THE ABOVE CUT 1/2
 CC0756'MILES SOUTHEAST OF A CREOSOTED TIMBER RAILROAD TRESTLE, AND
 CC0756'IS AT A POINT 0.2 MILES NORTH OF A LONE NORTHWEST FENCE CORNER
 CC0756'AND 50 FT EAST OF THE LINE DEFINED BY THE PROLONGATION OF
 CC0756'THE NORTH-AND-SOUTH FENCE THAT EXTENDS SOUTH FROM THE ABOVE
 CC0756'CORNER.
 CC0756'
 CC0756'R.M. 1 PROJECTS 4 IN AND IS NORTHEAST OF THE STATION.
 CC0756'
 CC0756'R.M. 2 PROJECTS 4 IN AND IS NORTHWEST OF THE STATION.
 CC0756'
 CC0756'THE AZIMUTH MARK PROJECTS 4 IN AND IS SOUTH OF THE STATION.
 CC0756'IT IS IN THE ABOVE NORTH-AND-SOUTH FENCE AT A POINT 0.55
 CC0756'MILES SOUTH OF THE ABOVE FENCE CORNER.
 CC0756'
 CC0756'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY U.S.
 CC0756'290 AND THE MAIN STREET AT THE R.R. DEPOT IN FT. STOCKTON GO
 CC0756'EAST ON 290 7.2 MILES TO A CATTLEGUARD AND SIGN, JOE LANE ON
 CC0756'THE LEFT SIDE OF THE ROAD.  HERE LEAVE 290, TURN LEFT, PASS
 CC0756'OVER GUARD, KEEP ROAD TO THE LEFT OF THE HOUSE AND GO NORTHERLY
 CC0756'0.8 MILES TO A GRADED EAST-AND-WEST ROAD.  HERE TURN LEFT,
 CC0756'WEST, AND GO 0.3 MILES TO A ROAD ON THE RIGHT.  HERE TURN
 CC0756'SHARP RIGHT AND GO IN A NORTHEASTERLY DIRECTION, PASSING CLOSE
 CC0756'TO THE EASTERN END OF SEVEN MILE MESA, 9.0 MILES TO A
 CC0756'CATTLEGUARD AND RAILROAD CROSSING.  PASS OVER TRACKS AND THROUGH
 CC0756'GATE ACROSS THE ROAD ON THE NORTH SIDE OF THE TRACKS.
 CC0756'GO EAST-NORTHEAST ON GRADED ROAD ALONG THE NORTH SIDE OF TRACKS
 CC0756'3.7 MILES TO ABANDONED STATION ON SOUTH SIDE OF TRACKS AT
 CC0756'BALDRIDGE.  CONTINUE EAST-NORTHEAST ON ROAD 6.2 MILES
 CC0756'TO A RAILROAD CROSSING ABOUT 1/2 MILE EAST OF A CURVE IN THE
 CC0756'ROAD.  HERE LEAVE GRADED ROAD, TURN RIGHT, PASS THROUGH GATES
 CC0756'IN BOTH THE NORTH AND SOUTH RIGHT-OF-WAYS FENCES, CROSS
 CC0756'TRACKS, AND GO SOUTH ON MAIN TRACKS, 1.7 MILES TO DESERTED
 CC0756'HOUSE, SHEDS, AND WINDMILL.  HERE TURN RIGHT AND FOLLOW
 CC0756'TRACK ROAD WEST-SOUTHWESTERLY 1.0 MILES TO A FORK.  TAKE
 CC0756'THE RIGHT FORK AND GO IN A GENERAL SOUTH-WESTERLY
 CC0756'DIRECTION ON MAIN TRACKS 0.8 MILES TO AN EAST-AND-WEST
 CC0756'FENCE.  HERE TURN RIGHT AND FOLLOW TRACKS WEST ALONG THE
 CC0756'NORTH SIDE OF FENCE 0.9 MILES TO A LONE NORTHWEST FENCE
 CC0756'CORNER.  (THE AZIMUTH MARK IS IN THE FENCE 0.55 MILES DUE
 CC0756'SOUTH OF THIS CORNER.) HERE TURN RIGHT AND GO NORTH ON
 CC0756'A PROLONGATION OF THE FENCELINE 0.2 MILES TO TOP OF RIDGE
 CC0756'AND STATION.
 CC0756
 CC0756                          STATION RECOVERY (1943)
 CC0756
 CC0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0756'STATION IS LOCATED 15 MILES WEST-NORTHWEST OF MC CAMEY BY
 CC0756'AIRLINE, AND 15 MILES NORTHWEST OF BAKERSFIELD BY AIRLINE,
 CC0756'AND 17 MILES EAST-NORTHEAST OF FT. STOCKTON BY AIRLINE.
 CC0756'
 CC0756'TO REACH FROM THE JUNCTION OF U.S. 290 AND U.S. 67 AND MAIN
 CC0756'STREET SOUTH OF THE DEPOT IN FORT STOCKTON GO EAST ON ROUTES
 CC0756'290 AND 67 FOR 4.6 MILES TO A HARD SURFACED T ROAD LEFT.
 CC0756'TURN LEFT FOR 0.75 MILE TO A T INTERSECTION.  TURN RIGHT FOR
 CC0756'0.25 MILE TO A CATTLE GUARD.  CROSS GUARD AND CONTINUE ON MAIN
 CC0756'ROAD FOR 1.45 MILES TO FORKS.  TAKE LEFT FORK ON MAIN ROAD
 CC0756'FOR 8.55 MILES TO RAILROAD CROSSING.  TURN RIGHT AFTER PASSING
 CC0756'OVER TRACKS AND FOLLOW MAIN ROAD ALONG NORTH SIDE OF TRACKS
 CC0756'FOR 2.6 MILES TO A CATTLE GUARD.  CROSS GUARD AND CONTINUE
 CC0756'1.2 MILES TO A GRADED ROAD NORTH.  THIS IS JUST BEYOND A
 CC0756'GROUP OF OIL TANKS.  PASS GRADED ROAD AND CONTINUE STRAIGHT
 CC0756'AHEAD FOR 0.7 MILE TO A CATTLE GUARD.  CROSS GUARD AND
 CC0756'CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO ANOTHER CATTLE
 CC0756'GUARD.  CROSS THIS GUARD AND CONTINUE STRAIGHT AHEAD FOR
 CC0756'2.2 MILES TO ANOTHER CATTLE GUARD.  CROSS THIS GUARD AND
 CC0756'CONTINUE STRAIGHT AHEAD FOR 1.9 MILES TO A STEEL GATE ON
 CC0756'THE RIGHT SIDE OF THE ROAD.  TURN RIGHT THROUGH GATE,
 CC0756'CROSSING RAILROAD AND PASSING THROUGH GATE ON OTHER SIDE OF
 CC0756'TRACKS AND FOLLOW MAIN RANCH ROAD SOUTHERLY FOR 1.6 MILES TO
 CC0756'SHEDS, CORRALS, AND WINDMILL ON THE LEFT.  TURN RIGHT ON
 CC0756'DIM ROAD AND GO WESTERLY FOR 0.9 MILE TO FORKS.  TAKE RIGHT
 CC0756'FORK AND FOLLOW THIS ROAD FOR 0.75 MILE TO INTERSECTION WITH THE
 CC0756'FENCE LINE.  HERE TURN RIGHT AND FOLLOW ROAD ALONG RIGHT
 CC0756'HAND SIDE OF FENCE FOR 0.8 MILE TO A FENCE CORNER.  HERE TURN
 CC0756'RIGHT AND GO NORTH ON A PROLONGATION OF THE FENCE LINE FOR
 CC0756'0.25 MILE TO TOP OF RIDGE AND STATION.
 CC0756'
 CC0756'STATION IS LOCATED ON TOP OF A FLAT LOW HILL, AND IS 0.25
 CC0756'MILE NORTH OF A FENCE CORNER.  A STANDARD BRONZE DISK SET
 CC0756'IN TOP OF A 10 INCH SQUARE BLOCK OF CONCRETE AND PROJECTS 5
 CC0756'INCHES ABOVE THE GROUND STAMPED GARNER 1935.
 CC0756'
 CC0756'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  A STANDARD
 CC0756'BRONZE DISK SET IN TOP OF A 10 INCH SQUARE BLOCK OF CONCRETE
 CC0756'AND PROJECTS 4 INCHES ABOVE THE GROUND STAMPED GARNER R.M. 1
 CC0756'1935.
 CC0756'
 CC0756'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  A STANDARD
 CC0756'BRONZE DISK SET IN TOP OF A 10 INCH SQUARE BLOCK OF CONCRETE
 CC0756'AND PROJECTS 6 INCHES ABOVE THE GROUND STAMPED GARNER R.M. 2
 CC0756'1935.
 CC0756'
 CC0756'AZIMUTH MARK IS LOCATED 0.6 MILE SOUTH OF A FENCE CORNER, AND
 CC0756'0.85 MILES SOUTHWEST OF STATION, AND 1 FOOT WEST OF THE FENCE
 CC0756'LINE.  A STANDARD BRONZE DISK SET IN TOP OF A 12 INCH SQUARE
 CC0756'BLOCK OF CONCRETE AND PROJECTS 5 INCHES STAMPED GARNER AZIMUTH
 CC0756'1935.
 CC0756'
 CC0756'A 50 FOOT TOWER WAS USED OVER THE STATION.
 CC0756'
 CC0756'A 50 FOOT TOWER WAS USED OVER THE STATION.
 CC0756
 CC0756                          STATION RECOVERY (1944)
 CC0756
 CC0756'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1944 (WPM)
 CC0756'STATION STAMPED GARNER 1935 FOUND AS DESCRIBED.  ALL MARKS IN GOOD
 CC0756'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2627 ***********************************************************************
 BY2627  DESIGNATION -  GARRETT
 BY2627  PID         -  BY2627
 BY2627  STATE/COUNTY-  TX/PANOLA
 BY2627  USGS QUAD   -  TIMPSON (1984)
 BY2627
 BY2627                         *CURRENT SURVEY CONTROL
 BY2627  ___________________________________________________________________
 BY2627* NAD 83(1993)-  31 59 44.59492(N)    094 28 04.45048(W)     ADJUSTED  
 BY2627* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 BY2627  ___________________________________________________________________
 BY2627  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 BY2627  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BY2627
 BY2627  HORZ ORDER  -  SECOND
 BY2627
 BY2627.The horizontal coordinates were established by classical geodetic methods
 BY2627.and adjusted by the National Geodetic Survey in February 1996..
 BY2627
 BY2627.The orthometric height was scaled from a topographic map.
 BY2627
 BY2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2627
 BY2627.The geoid height was determined by GEOID03.
 BY2627
 BY2627;                    North         East     Units Scale Factor Converg.
 BY2627;SPC TXNC     - 2,043,801.870   980,945.275   MT  1.00004096   +2 11 56.7
 BY2627;SPC TXNC     - 6,705,373.30  3,218,317.96   sFT  1.00004096   +2 11 56.7
 BY2627;UTM  15      - 3,540,902.673   361,335.582   MT  0.99983713   -0 46 40.4
 BY2627
 BY2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2627!SPC TXNC     -   0.99997982  x   1.00004096  =   1.00002078
 BY2627!UTM  15      -   0.99997982  x   0.99983713  =   0.99981695
 BY2627
 BY2627|---------------------------------------------------------------------|
 BY2627| PID    Reference Object                     Distance      Geod. Az  |
 BY2627|                                                           dddmmss.s |
 BY2627| CV7615 GARRETT RM 1                         24.007 METERS 10036     |
 BY2627| CV7616 GARRETT RM 2                         21.758 METERS 17818     |
 BY2627| CV7614 GARRETT AZ MK                                      2790718.1 |
 BY2627|---------------------------------------------------------------------|
 BY2627
 BY2627                          SUPERSEDED SURVEY CONTROL
 BY2627
 BY2627  NAD 83(1986)-  31 59 44.60477(N)    094 28 04.44081(W) AD(       ) 2
 BY2627  NAD 27      -  31 59 44.00450(N)    094 28 03.70940(W) AD(       ) 2
 BY2627
 BY2627.Superseded values are not recommended for survey control.
 BY2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2627.See file dsdata.txt to determine how the superseded data were derived.
 BY2627
 BY2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR6133640903(NAD 83)
 BY2627_MARKER: DS = TRIANGULATION STATION DISK
 BY2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2627
 BY2627  HISTORY     - Date     Condition        Report By
 BY2627  HISTORY     - 1958     MONUMENTED       CGS
 BY2627
 BY2627                          STATION DESCRIPTION
 BY2627
 BY2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2627'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF A COUNTY ROAD
 BY2627'ON A PROMINENT TIMBERED RIDGE, IN THE NORTHWEST CORNER OF
 BY2627'THE GROUNDS OF THE GARRETT SPRINGS CHURCH, ABOUT 14 MILES,
 BY2627'AIRLINE, WEST-NORTHWEST OF TENAHA, 13-1/2 MILES, AIRLINE,
 BY2627'NORTHEAST OF MOUNT ENTERPRISE AND ABOUT 7-1/2 MILES, AIRLINE,
 BY2627'NORTHWEST OF TIMPSON.  IT IS 184 FEET NORTHWEST OF THE NORTHWEST
 BY2627'CORNER OF THE CHURCH BUILDING, 37 FEET EAST-SOUTHEAST OF THE
 BY2627'CENTER OF THE COUNTY ROAD AND 4 FEET EAST-SOUTHEAST OF A WHITE
 BY2627'WITNESS POST.
 BY2627'
 BY2627'THE STATION MARK, A STANDARD DISK STAMPED GARRETT 1958, IS
 BY2627'SET IN THE TOP OF A 8-INCH CONCRETE POST FLUSH WITH THE SURFACE
 BY2627'OF THE GROUND.
 BY2627'
 BY2627'REFERENCE MARK NO 1, A STANDARD DISK STAMPED GARRETT NO 1 1958,
 BY2627'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST FLUSH WITH
 BY2627'THE SURFACE OF THE GROUND.  IT IS 44 FEET WEST OF THE CENTER OF
 BY2627'THE DRIVE WAY TO THE CHURCH, 31 FEET SOUTH OF THE COUNTY ROAD
 BY2627'AND 11 FEET WEST OF A 18-INCH PINE TREE.
 BY2627'
 BY2627'REFERENCE MARK NO 2, A STANDARD DISK STAMPED GARRETT NO 2 1958,
 BY2627'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 BY2627'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ALONG
 BY2627'THE WEST SIDE OF THE CHURCH YARD AND 108 FEET SOUTH OF THE
 BY2627'CENTER OF THE COUNTY ROAD.
 BY2627'
 BY2627'THE AZIMUTH MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK, IS A
 BY2627'RAILROAD SPIKE DRIVEN INTO THE SIDE OF A 14-INCH HEDGE FENCE
 BY2627'CORNER POST.  THE SPIKE IS ABOUT 3 INCHES ABOVE THE GROUND
 BY2627'LEVEL.  IT IS 55 FEET NORTHWEST OF THE CENTER OF A ROAD
 BY2627'INTERSECTION, 21 FEET NORTH OF THE CENTER OF THE ROAD AND 1
 BY2627'FOOT WEST OF A 2-INCH BY 4-INCH WHITE POST BEARING A STAINLESS
 BY2627'STEEL PLATE LETTERED BENCH MARK U.S. GEOLOGICAL SURVEY
 BY2627'PRELIMINARY ELEVATION FEET, STAMPED 482.9.  THE POINT OF
 BY2627'OBSERVATION WAS THE HIGHEST POINT OF SPIKE.
 BY2627'
 BY2627'TO REACH THE STATION FROM THE POST OFFICE IN CLAYTON GO WEST
 BY2627'ON STATE HIGHWAY 315 FOR 1.0 MILE TO A T-ROAD LEFT, FARM ROAD
 BY2627'1971, AND SIGN DOTSON 8.  TURN LEFT ON FARM ROAD 1971 AND
 BY2627'GO SOUTH-SOUTHEAST FOR 3.9 MILES TO A SIDE ROAD ON THE LEFT,
 BY2627'A COUNTY ROAD.  TURN LEFT ONTO THE COUNTY ROAD AND GO SOUTHEAST
 BY2627'FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT, SOUTH, AND GO 2.0 MILES
 BY2627'TO THREE WAY FORK AND THE AZIMUTH MARK ON THE LEFT, NORTH SIDE
 BY2627'OF THE ROAD.  CONTINUE EAST-SOUTHEAST ON THE COUNTY ROAD FOR
 BY2627'0.2 MILE TO THE GARRETT SPRINGS CHURCH AND THE STATION ON
 BY2627'THE RIGHT, SOUTH, SIDE OF THE ROAD AS DESCRIBED.
 BY2627'
 BY2627'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2688 ***********************************************************************
 CS2688  DESIGNATION -  GARRETT RESET
 CS2688  PID         -  CS2688
 CS2688  STATE/COUNTY-  TX/ELLIS
 CS2688  USGS QUAD   -  PALMER (1978)
 CS2688
 CS2688                         *CURRENT SURVEY CONTROL
 CS2688  ___________________________________________________________________
 CS2688* NAD 83(1993)-  32 23 08.10657(N)    096 39 00.09527(W)     ADJUSTED  
 CS2688* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 CS2688  ___________________________________________________________________
 CS2688  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 CS2688  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CS2688
 CS2688  HORZ ORDER  -  SECOND
 CS2688
 CS2688.The horizontal coordinates were established by classical geodetic methods
 CS2688.and adjusted by the National Geodetic Survey in February 1996..
 CS2688
 CS2688.The orthometric height was scaled from a topographic map.
 CS2688
 CS2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2688
 CS2688.The geoid height was determined by GEOID03.
 CS2688
 CS2688;                    North         East     Units Scale Factor Converg.
 CS2688;SPC TXNC     - 2,081,254.502   774,054.796   MT  0.99993969   +1 00 32.3
 CS2688;SPC TXNC     - 6,828,249.15  2,539,544.78   sFT  0.99993969   +1 00 32.3
 CS2688;UTM  14      - 3,585,605.173   721,060.241   MT  1.00020265   +1 15 33.1
 CS2688
 CS2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2688!SPC TXNC     -   0.99997849  x   0.99993969  =   0.99991819
 CS2688!UTM  14      -   0.99997849  x   1.00020265  =   1.00018114
 CS2688
 CS2688|---------------------------------------------------------------------|
 CS2688| PID    Reference Object                     Distance      Geod. Az  |
 CS2688|                                                           dddmmss.s |
 CS2688| CY1933 GARRETT RM 1                         30.854 METERS 05908     |
 CS2688| CS2676 ENNIS PLANTERS COTTON MILL STK      APPROX. 7.6 KM 1583415.4 |
 CS2688| CS2677 ENNIS CITY WATER WORKS TANK         APPROX. 7.1 KM 1583845.1 |
 CS2688| CS2680 ENNIS FIRST METHODIST CHURCH        APPROX. 7.0 KM 1614452.1 |
 CS2688| CS2679 ENNIS TOWER HILL WATER TANK         APPROX. 5.3 KM 1674738.3 |
 CS2688| CS2687 PALMER MUNICIPAL TANK               APPROX. 5.3 KM 3404002.2 |
 CS2688| CS0792 Q 956                                              3433259.1 |
 CS2688| CY1934 GARRETT RM 2                         31.518 METERS 34759     |
 CS2688|---------------------------------------------------------------------|
 CS2688
 CS2688                          SUPERSEDED SURVEY CONTROL
 CS2688
 CS2688  NAD 83(1986)-  32 23 08.11394(N)    096 39 00.07701(W) AD(       ) 2
 CS2688  NAD 27      -  32 23 07.59900(N)    096 38 59.11000(W) AD(       ) 2
 CS2688
 CS2688.Superseded values are not recommended for survey control.
 CS2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2688.See file dsdata.txt to determine how the superseded data were derived.
 CS2688
 CS2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA2106085605(NAD 83)
 CS2688_MARKER: DS = TRIANGULATION STATION DISK
 CS2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2688
 CS2688  HISTORY     - Date     Condition        Report By
 CS2688  HISTORY     - 1947     MONUMENTED       CGS
 CS2688  HISTORY     - 1949     GOOD             CGS
 CS2688
 CS2688                          STATION DESCRIPTION
 CS2688
 CS2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2688'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF ENNIS
 CS2688'AND 3.5 MILES SOUTH-SOUTHEAST OF PALMER ON THE RIGHT-OF-WAY
 CS2688'OF U.S. HIGHWAY 75.  IT IS ABOUT 40 YARDS SOUTHWEST OF A FARM
 CS2688'HOUSE, 32 FEET NORTH OF A LANE LEADING TO THE FARM HOUSE, 52
 CS2688'FEET EAST OF THE CENTER OF THE HIGHWAY, 9 FEET WEST OF A
 CS2688'NORTH-SOUTH FENCE LINE, AND 8 FEET WEST OF A 4-INCH SQUARE
 CS2688'WOODEN WITNESS POST PROJECTING 3 FEET.  IT IS STAMPED GARRETT
 CS2688'1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS2688'
 CS2688'REFERENCE MARK NO. 1 IS 77.5 FEET SOUTH OF THE SOUTHWEST
 CS2688'CORNER OF THE FARM HOUSE, 21 FEET SOUTHEAST OF THE LANE LEADING
 CS2688'TO THE FARM HOUSE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 CS2688'IT IS STAMPED GARRETT NO 1 1947 AND PROJECTS 6 INCHES.
 CS2688'
 CS2688'REFERENCE MARK NO. 2 IS 60.5 FEET EAST OF THE CENTER OF U.S.
 CS2688'HIGHWAY 75 AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT
 CS2688'IS STAMPED GARRETT NO 2 1947 AND PROJECTS 6 INCHES.
 CS2688'
 CS2688'B.M. Q 956 (AZIMUTH MARK) IS 68 FEET EAST OF U.S. HIGHWAY 75, 47
 CS2688'FEET NORTHEAST OF THE EAST END OF A CONCRETE CULVERT AND 2 FEET
 CS2688'WEST OF A 4-INCH SQUARE WOODEN WITNESS POST PROJECTING 3
 CS2688'FEET.  IT IS A STANDARD BENCH MARK DISK, SET IN THE TOP OF A
 CS2688'6-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS STAMPED
 CS2688'Q 956 1946.
 CS2688'
 CS2688'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75
 CS2688'AND STATE HIGHWAY 34 IN ENNIS, GO NORTH ON U.S. HIGHWAY 75
 CS2688'FOR 4.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS2688'
 CS2688'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE ON U.S.
 CS2688'HIGHWAY 75, NORTH, FOR 0.8 MILE TO THE MARK ON THE RIGHT
 CS2688'AS DESCRIBED.
 CS2688'
 CS2688'A 74 FOOT SIGNAL AT PALMER IS V.G.
 CS2688'
 CS2688'A 74 FOOT SIGNAL AT BRISTOL IS V.G.
 CS2688'
 CS2688'A 74 FOOT SIGNAL AT ENNIS IS V.G.
 CS2688'
 CS2688'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2688
 CS2688                          STATION RECOVERY (1949)
 CS2688
 CS2688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2688'THE STATION WAS FOUND AS DESCRIBED IN 1947 BUT THE SURFACE-STATION
 CS2688'MARK HAD BEEN BROKEN OFF BY ROAD CONSTRUCTION MACHINERY.
 CS2688'THE 1947 DISC WAS REMOVED AND RESET OVER THE 1947
 CS2688'UNDERGROUND-STATION MARK.  BUT A COMPARISON OF THE PRESENT
 CS2688'OBSERVATIONS AND MEASUREMENTS SHOWS A DIFFERENCE FROM THE 1947
 CS2688'OBSERVATIONS AND MEASUREMENTS.  WHEN THE SURFACE-STATION MARK
 CS2688'WAS DESTROYED IT IS POSSIBLE THAT THE UNDERGROUND-STATION
 CS2688'MARK WAS MOVED ALSO.  THEREFORE IT IS SUGGESTED THAT THE 1949
 CS2688'OBSERVATIONS BE GIVEN MORE WEIGHT WHEN THE LOCATION OF THE
 CS2688'STATION IS DETERMINED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 CS2688'
 CS2688'STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF ENNIS,
 CS2688'3-1/2 MILES SOUTH-SOUTHEAST OF PALMER AND ON THE EAST RIGHT-OF-WAY
 CS2688'OF U.S. HIGHWAY 75.  IT IS 52 FEET EAST OF THE CENTERLINE OF THE
 CS2688'HIGHWAY, 30 FEET NORTH OF A LANE LEADING TO AN ABANDONED
 CS2688'FARMHOUSE SITE AND 8 FEET WEST OF A WHITE WITNESS POST SET IN
 CS2688'THE RIGHT-OF-WAY FENCE LINE.  THE STATION MARK,
 CS2688'IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED, GARRETT 1947.
 CS2688'
 CS2688'REFERENCE MARK NO. 1 IS ABOUT 150 FEET EAST OF THE CENTERLINE
 CS2688'OF THE HIGHWAY, 90 FEET SOUTHWEST OF A CONCRETE WELL CURB
 CS2688'AND BETWEEN A FARM DRIVEWAY AND THE EDGE OF A CULTIVATED FIELD.
 CS2688'THE MARK  PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 CS2688'GARRETT NO 1 1947.
 CS2688'
 CS2688'REFERENCE MARK NO. 2 IS 60.5 FEET EAST OF THE CENTERLINE OF
 CS2688'THE HIGHWAY AND NEAR THE RIGHT-OF-WAY FENCE LINE.  THE MARK
 CS2688'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED, GARRETT
 CS2688'NO 2 1949.
 CS2688'
 CS2688'AZIMUTH MARK (BENCH MARK Q-956) IS 68 FEET EAST OF U.S.
 CS2688'HIGHWAY 75, 47 FEET NORTHEAST OF THE EAST END OF A CONCRETE
 CS2688'CULVERT AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 CS2688'PROJECTS ABOUT 6 INCHES AND IS A STANDARD BENCH MARK DISC SET
 CS2688'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST.  THE DISC IS
 CS2688'STAMPED, Q-956 1946.
 CS2688'
 CS2688'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 75
 CS2688'AND STATE HIGHWAY 34 IN ENNIS, BY GOING NORTH ON U.S. HIGHWAY
 CS2688'75 FOR 4.1 MILE TO THE STATION SITE ON THE RIGHT AT THE SUMMIT
 CS2688'OF A SMALL GRADE.
 CS2688'
 CS2688'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 CS2688'ON U.S. HIGHWAY 75 FOR 0.8 MILE TO THE MARK ON THE RIGHT AS
 CS2688'DESCRIBED.
 CS2688'
 CS2688'OBSERVATIONS MADE FROM A 64 FT. STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2675 ***********************************************************************
 BY2675  DESIGNATION -  GARRISON
 BY2675  PID         -  BY2675
 BY2675  STATE/COUNTY-  TX/NACOGDOCHES
 BY2675  USGS QUAD   -  GARRISON WEST (1984)
 BY2675
 BY2675                         *CURRENT SURVEY CONTROL
 BY2675  ___________________________________________________________________
 BY2675* NAD 83(1993)-  31 50 30.55276(N)    094 32 26.04504(W)     ADJUSTED  
 BY2675* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 BY2675  ___________________________________________________________________
 BY2675  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BY2675  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY2675
 BY2675  HORZ ORDER  -  THIRD
 BY2675
 BY2675.The horizontal coordinates were established by classical geodetic methods
 BY2675.and adjusted by the National Geodetic Survey in February 1996..
 BY2675
 BY2675.The orthometric height was scaled from a topographic map.
 BY2675
 BY2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2675
 BY2675.The geoid height was determined by GEOID03.
 BY2675
 BY2675;                    North         East     Units Scale Factor Converg.
 BY2675;SPC TX C     - 3,255,410.219 1,248,060.489   MT  0.99998911   +2 59 01.0
 BY2675;SPC TX C     -10,680,458.36  4,094,678.45   sFT  0.99998911   +2 59 01.0
 BY2675;SPC TXNC     - 2,026,486.401   974,726.358   MT  1.00009348   +2 09 34.0
 BY2675;SPC TXNC     - 6,648,564.13  3,197,914.73   sFT  1.00009348   +2 09 34.0
 BY2675;UTM  15      - 3,523,936.951   354,228.001   MT  0.99986207   -0 48 46.5
 BY2675
 BY2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2675!SPC TX C     -   0.99997718  x   0.99998911  =   0.99996629
 BY2675!SPC TXNC     -   0.99997718  x   1.00009348  =   1.00007066
 BY2675!UTM  15      -   0.99997718  x   0.99986207  =   0.99983925
 BY2675
 BY2675|---------------------------------------------------------------------|
 BY2675| PID    Reference Object                     Distance      Geod. Az  |
 BY2675|                                                           dddmmss.s |
 BY2675| CV7618 GARRISON RM 1                        20.675 METERS 04630     |
 BY2675| BY2624 GARRISON MUNICIPAL TANK             APPROX. 5.0 KM 1141912.1 |
 BY2675| BY2674 3 DD                                 79.768 METERS 12123     |
 BY2675| CV7617 GARRISON AZ MK                                     2582702.6 |
 BY2675|---------------------------------------------------------------------|
 BY2675
 BY2675                          SUPERSEDED SURVEY CONTROL
 BY2675
 BY2675  NAD 83(1986)-  31 50 30.56263(N)    094 32 26.03568(W) AD(       ) 3
 BY2675  NAD 27      -  31 50 29.93710(N)    094 32 25.30120(W) AD(       ) 3
 BY2675
 BY2675.Superseded values are not recommended for survey control.
 BY2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2675.See file dsdata.txt to determine how the superseded data were derived.
 BY2675
 BY2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR5422823937(NAD 83)
 BY2675_MARKER: DS = TRIANGULATION STATION DISK
 BY2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2675
 BY2675  HISTORY     - Date     Condition        Report By
 BY2675  HISTORY     - 1958     MONUMENTED       CGS
 BY2675  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2675
 BY2675                          STATION DESCRIPTION
 BY2675
 BY2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2675'THE STATION IS LOCATED ON A TIMBERED RIDGE, ABOUT 10.0 MILES
 BY2675'SOUTHWEST OF TIMPSON, ABOUT 10.0 MILES SOUTHEAST OF MOUNT
 BY2675'ENTERPRISE, ABOUT 3.0 MILES WEST-NORTHWEST OF GARRISON, ABOUT
 BY2675'0.5 MILE SOUTH OF NACOGDOCHES-RUSH COUNTY LINE, 37 FEET SOUTH OF
 BY2675'THE CENTER OF FARM ROAD NO. 1087 AND 4 FEET NORTH OF A WITNESS
 BY2675'POST.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 BY2675'GROUND AND IS STAMPED GARRISON 1958.
 BY2675'
 BY2675'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF FARM
 BY2675'ROAD NO. 1087.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE
 BY2675'OF THE GROUND AND IS STAMPED GARRISON NO 1 1958.
 BY2675'
 BY2675'REFERENCE MARK NO. 2 IS 57 FEET SOUTHEAST OF THE CENTER OF A
 BY2675'T-ROAD, 36 FEET SOUTH OF THE CENTER OF FARM ROAD NO. 1087 AND
 BY2675'2 FEET NORTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD
 BY2675'U.S. GEOLOGICAL SURVEY BENCH MARK, PROJECTS 2 INCHES ABOVE
 BY2675'THE SURFACE OF THE GROUND AND IS STAMPED 3 DD 1957.
 BY2675'
 BY2675'AZIMUTH MARK IS 107 FEET WEST OF A PIPE LINE SIGN NO. 398,
 BY2675'28 FEET SOUTH OF THE CENTER OF FARM ROAD NO. 1087 AND 2 FEET
 BY2675'SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES
 BY2675'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED GARRISON 1958.
 BY2675'
 BY2675'TO REACH THE STATION FROM THE POST OFFICE IN GARRISON, GO WESTERLY
 BY2675'ON STATE HIGHWAY NO. 95 FOR 1.6 MILES TO FARM ROAD NO. 1087,
 BY2675'TURN LEFT ON FARM ROAD NO. 1087 AND GO WEST FOR 1.9 MILES TO
 BY2675'THE STATION ON THE LEFT.
 BY2675'
 BY2675'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 BY2675'FARM ROAD NO. 1087 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT
 BY2675'
 BY2675'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 BY2675
 BY2675                          STATION RECOVERY (1998)
 BY2675
 BY2675'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4897 ***********************************************************************
 AH4897  DESIGNATION -  GARRISON ET
 AH4897  PID         -  AH4897
 AH4897  STATE/COUNTY-  TX/BANDERA
 AH4897  USGS QUAD   -  TARPLEY (1964)
 AH4897
 AH4897                         *CURRENT SURVEY CONTROL
 AH4897  ___________________________________________________________________
 AH4897* NAD 83(1993)-  29 44 52.61875(N)    099 20 17.45279(W)     ADJUSTED  
 AH4897* NAVD 88     -       654.8    (meters)    2148.     (feet)  VERTCON   
 AH4897  ___________________________________________________________________
 AH4897  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AH4897  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AH4897
 AH4897  HORZ ORDER  -  THIRD
 AH4897
 AH4897.The horizontal coordinates were established by classical geodetic methods
 AH4897.and adjusted by the National Geodetic Survey in July 1998..
 AH4897
 AH4897.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4897
 AH4897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4897
 AH4897.The geoid height was determined by GEOID03.
 AH4897
 AH4897;                    North         East     Units Scale Factor Converg.
 AH4897;SPC TXSC     - 4,212,239.018   567,291.672   MT  0.99988914   -0 09 56.4
 AH4897;SPC TXSC     -13,819,654.18  1,861,189.43   sFT  0.99988914   -0 09 56.4
 AH4897;UTM  14      - 3,290,904.549   467,300.988   MT  0.99961319   -0 10 04.1
 AH4897
 AH4897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4897!SPC TXSC     -   0.99990074  x   0.99988914  =   0.99978989
 AH4897!UTM  14      -   0.99990074  x   0.99961319  =   0.99951397
 AH4897
 AH4897                          SUPERSEDED SURVEY CONTROL
 AH4897
 AH4897  NGVD 29 (07/28/98)  654.7    (m)         2148.     (f) VERT ANG       
 AH4897
 AH4897.Superseded values are not recommended for survey control.
 AH4897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4897.See file dsdata.txt to determine how the superseded data were derived.
 AH4897
 AH4897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT6730190905(NAD 83)
 AH4897_MARKER: DS = TRIANGULATION STATION DISK
 AH4897_SETTING: 66 = SET IN ROCK OUTCROP
 AH4897_PROJECTION: FLUSH
 AH4897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH4897+STABILITY: POSITION/ELEVATION WELL
 AH4897
 AH4897  HISTORY     - Date     Condition        Report By
 AH4897  HISTORY     - 1964     MONUMENTED       USGS
 AH4897
 AH4897                          STATION DESCRIPTION
 AH4897
 AH4897'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH4897'STATION LOCATED ON A HIGH, CLEARED TOP APPROXIMATELY 3.0 MI. S. AND
 AH4897'6.0 MI. W. OF MEDINA, TEXAS, 100 FT. W. OF N-S. TRAIL.
 AH4897'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 16 AND FARM ROAD 1336 IN
 AH4897'MEDINA, GO W. ON FARM ROAD 1336 5.9 MI. TO T-RD. S. AT ENTRANCE OF THE
 AH4897'PAUL GARRISON RANCH, GO S. 0.1 MI. TO RANCH HOUSE (ASK PERMISSION TO
 AH4897'PROCEED), TURN RIGHT AT HOUSE AND GO SW. ON MAIN RD. 1.0 MI. TO A
 AH4897'Y-RD. JUST S. OF CREEK CROSSING, TAKE RIGHT FORK 0.7 MI. TO
 AH4897'CATTLEGUARD, CONTINUE ON MAIN RD. 1.2 MI. TO WOOD GATE APPROXIMATELY
 AH4897'300 FT. E. OF THE FLOWERS RANCH, GO THROUGH GATE, TURN LEFT AND PASS
 AH4897'THROUGH A SECOND WOOD GATE, CONTINUE 1.1 MI. THRU WOOD GATE TO A
 AH4897'SECOND WOOD GATE AT Y-RD., TAKE LEFT FORK, PASS THROUGH GATE AND
 AH4897'CONTINUE 0.05 MI. TO Y-RD., TAKE LEFT FORK FOR 0.05 MI. TO Y-RD., TAKE
 AH4897'LEFT FORK UP SIDEHILL FOR 0.8 MI. TO WIRE GATE, CONTINUE FOR 0.1 MI.
 AH4897'TO TOP OF RIDGE AND Y-RD., CONTINUE N. FOR 0.5 MI. TO T-RD., TAKE LEFT
 AH4897'FORK FOR 0.2 MI. TO TOP OF HILL AND STATION ON LEFT.
 AH4897'STATION MARK--STANDARD TABLET SET IN ROCK, FLUSH WITH GROUND,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2624 ***********************************************************************
 BY2624  DESIGNATION -  GARRISON MUNICIPAL TANK
 BY2624  PID         -  BY2624
 BY2624  STATE/COUNTY-  TX/NACOGDOCHES
 BY2624  USGS QUAD   -  GARRISON EAST (1984)
 BY2624
 BY2624                         *CURRENT SURVEY CONTROL
 BY2624  ___________________________________________________________________
 BY2624* NAD 83(1993)-  31 49 23.37365(N)    094 29 32.03304(W)     ADJUSTED  
 BY2624* NAVD 88     -                                                        
 BY2624  ___________________________________________________________________
 BY2624  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BY2624  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY2624
 BY2624  HORZ ORDER  -  THIRD
 BY2624
 BY2624.The horizontal coordinates were established by classical geodetic methods
 BY2624.and adjusted by the National Geodetic Survey in February 1996..
 BY2624
 BY2624
 BY2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2624
 BY2624.The geoid height was determined by GEOID03.
 BY2624
 BY2624;                    North         East     Units Scale Factor Converg.
 BY2624;SPC TX C     - 3,253,583.046 1,252,738.092   MT  0.99998439   +3 00 30.6
 BY2624;SPC TX C     -10,674,463.71  4,110,024.89   sFT  0.99998439   +3 00 30.6
 BY2624;SPC TXNC     - 2,024,591.985   979,377.732   MT  1.00010033   +2 11 08.9
 BY2624;SPC TXNC     - 6,642,348.87  3,213,175.11   sFT  1.00010033   +2 11 08.9
 BY2624;UTM  15      - 3,521,804.391   358,773.771   MT  0.99984598   -0 47 13.1
 BY2624
 BY2624                          SUPERSEDED SURVEY CONTROL
 BY2624
 BY2624  NAD 83(1986)-  31 49 23.38332(N)    094 29 32.02307(W) AD(       ) 4
 BY2624  NAD 27      -  31 49 22.75100(N)    094 29 31.27800(W) AD(       ) 3
 BY2624
 BY2624.Superseded values are not recommended for survey control.
 BY2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2624.See file dsdata.txt to determine how the superseded data were derived.
 BY2624
 BY2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR5877421804(NAD 83)
 BY2624_MARKER: 51 = TANK
 BY2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2624+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BY2624
 BY2624  HISTORY     - Date     Condition        Report By
 BY2624  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2624  HISTORY     - 19980919 GOOD             USPSQD
 BY2624  HISTORY     - 20050720 GOOD             USPSQD
 BY2624
 BY2624                          STATION DESCRIPTION
 BY2624
 BY2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2624'THE STATION IS LOCATED IN THE WEST SECTION OF TOWN ABOUT
 BY2624'ONE BLOCK WEST OF MAIN STREET, 216 FEET NORTH OF THE APPROXIMATE
 BY2624'CENTER OF U.S. HIGHWAY 59 AND 114 FEET WEST OF A BLACK TOP
 BY2624'STREET.  IT IS A 4 LEGGED METAL STRUCTURE WITH A CIRCULAR
 BY2624'TANK SILVER IN COLOR AND HAS A BALL AT ITS APEX AND CENTER
 BY2624'OF THE TANK.
 BY2624'
 BY2624'THE POINT INTERSECTED WAS THE BALL AT THE APEX.
 BY2624
 BY2624                          STATION RECOVERY (1998)
 BY2624
 BY2624'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2624'RECOVERED IN GOOD CONDITION.
 BY2624
 BY2624                          STATION RECOVERY (2005)
 BY2624
 BY2624'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BY2624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0774 ***********************************************************************
 BN0774  DESIGNATION -  GARVEN
 BN0774  PID         -  BN0774
 BN0774  STATE/COUNTY-  TX/REAL
 BN0774  USGS QUAD   -  GARVEN STORE (1963)
 BN0774
 BN0774                         *CURRENT SURVEY CONTROL
 BN0774  ___________________________________________________________________
 BN0774* NAD 83(1993)-  30 04 21.41125(N)    099 41 48.35869(W)     ADJUSTED  
 BN0774* NAVD 88     -       723.70   (+/-2cm)    2374.3    (feet)  VERTCON   
 BN0774  ___________________________________________________________________
 BN0774  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 BN0774  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 BN0774
 BN0774  HORZ ORDER  -  SECOND
 BN0774  VERT ORDER  -  THIRD ? (See Below)
 BN0774
 BN0774.The horizontal coordinates were established by classical geodetic methods
 BN0774.and adjusted by the National Geodetic Survey in February 1996..
 BN0774
 BN0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0774.The vertical order pertains to the NGVD 29 superseded value.
 BN0774
 BN0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0774
 BN0774.The geoid height was determined by GEOID03.
 BN0774
 BN0774;                    North         East     Units Scale Factor Converg.
 BN0774;SPC TXSC     - 4,248,378.143   532,824.640   MT  0.99994592   -0 20 28.9
 BN0774;SPC TXSC     -13,938,220.62  1,748,108.84   sFT  0.99994592   -0 20 28.9
 BN0774;UTM  14      - 3,327,036.258   432,846.651   MT  0.99965564   -0 20 57.0
 BN0774
 BN0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0774!SPC TXSC     -   0.99988980  x   0.99994592  =   0.99983573
 BN0774!UTM  14      -   0.99988980  x   0.99965564  =   0.99954548
 BN0774
 BN0774|---------------------------------------------------------------------|
 BN0774| PID    Reference Object                     Distance      Geod. Az  |
 BN0774|                                                           dddmmss.s |
 BN0774| CV4078 GARVEN RM 1                          20.405 METERS 05008     |
 BN0774| CV4077 GARVEN AZ MK                                       1703438.5 |
 BN0774| CV4079 GARVEN RM 2                          21.145 METERS 26355     |
 BN0774|---------------------------------------------------------------------|
 BN0774
 BN0774                          SUPERSEDED SURVEY CONTROL
 BN0774
 BN0774  NAD 83(1986)-  30 04 21.41750(N)    099 41 48.34819(W) AD(       ) 2
 BN0774  NAD 27      -  30 04 20.66700(N)    099 41 47.12700(W) AD(       ) 2
 BN0774  NGVD 29 (07/19/86)  723.61   (m)         2374.0    (f) LEVELING    3  
 BN0774
 BN0774.Superseded values are not recommended for survey control.
 BN0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0774.See file dsdata.txt to determine how the superseded data were derived.
 BN0774
 BN0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU3284727036(NAD 83)
 BN0774_MARKER: DS = TRIANGULATION STATION DISK
 BN0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0774
 BN0774  HISTORY     - Date     Condition        Report By
 BN0774  HISTORY     - 1943     MONUMENTED       CGS
 BN0774  HISTORY     - 20010801 GOOD             NGS
 BN0774
 BN0774                          STATION DESCRIPTION
 BN0774
 BN0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0774'THE STATION IS ABOUT 20 MILES W OF MOUNTAIN HOME, 0.5 MILE
 BN0774'N OF TEXAS HIGHWAY 41 AND 100 YARDS E OF THE GARVEN RANCH
 BN0774'HOUSE.  IT IS 105 FEET E OF THE CENTER LINE OF THE RANCH
 BN0774'ROAD, 17 FEET SW OF A WIRE FENCE AND 19 FEET W OF A WHITE
 BN0774'REFERENCE POST.  IT IS STAMPED GARVEN 1943 AND IS FLUSH WITH
 BN0774'THE SURFACE OF THE GROUND.
 BN0774'
 BN0774'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BN0774'DISKS SET IN CONCRETE.
 BN0774'
 BN0774'REFERENCE MARK NO. 1 IS NE OF THE STATION AND 45 FEET NE
 BN0774'OF THE WIRE FENCE.  IT IS STAMPED GARVEN NO. 1 1943 AND IS
 BN0774'FLUSH WITH THE SURFACE OF THE GROUND.
 BN0774'
 BN0774'REFERENCE MARK NO. 2 IS W BY S OF THE STATION AND 45 FEET
 BN0774'E OF THE CENTER LINE OF THE RANCH ROAD.  IT IS STAMPED GARVEN
 BN0774'NO. 2 1943 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BN0774'
 BN0774'THE AZIMUTH MARK IS ABOUT 1 MILE S BY E OF THE STATION, 55
 BN0774'FEET W OF THE CENTER LINE OF U.S. HIGHWAY 83 AND 5 FEET N
 BN0774'OF A WHITE REFERENCE POST.  IT IS STAMPED GARVEN 1943 AND
 BN0774'PROJECTS 6 INCHES.
 BN0774'
 BN0774'TO REACH FROM MOUNTAIN HOME GO W ON TEXAS HIGHWAY 41 FOR 22.6
 BN0774'MILES AND TURN RIGHT OFF THE HIGHWAY THROUGH A FARM ENTRANCE
 BN0774'(TO REACH THE AZIMUTH MARK CONTINUE STRAIGHT AHEAD ON THE
 BN0774'HIGHWAY FOR 0.2 MILE TO THE JUNCTION OF HIGHWAY 41 AND U.S.
 BN0774'HIGHWAY 83 AND TURN LEFT ON HIGHWAY 83.  THEN GO 0.6 MILE TO
 BN0774'THE AZIMUTH MARK ON THE RIGHT).  FROM THE FARM ENTRANCE
 BN0774'GO N FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 BN0774'
 BN0774'64-FOOT SIGNALS AT LOVE, SUN, DIETERT, AND PAINT ARE VISIBLE
 BN0774'AT 50 FEET.  AN 84-FOOT SIGNAL AT RIGSBY IS VISIBLE AT 50 FEET.
 BN0774'
 BN0774'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BN0774
 BN0774                          STATION RECOVERY (2001)
 BN0774
 BN0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BN0774'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2712 ***********************************************************************
 AX2712  DESIGNATION -  GARWOOD IRR CO MAST KKA 544
 AX2712  PID         -  AX2712
 AX2712  STATE/COUNTY-  TX/COLORADO
 AX2712  USGS QUAD   -  GARWOOD (1981)
 AX2712
 AX2712                         *CURRENT SURVEY CONTROL
 AX2712  ___________________________________________________________________
 AX2712* NAD 83(1993)-  29 26 43.61898(N)    096 24 05.27839(W)     ADJUSTED  
 AX2712* NAVD 88     -                                                        
 AX2712  ___________________________________________________________________
 AX2712  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AX2712  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX2712
 AX2712  HORZ ORDER  -  THIRD
 AX2712
 AX2712.The horizontal coordinates were established by classical geodetic methods
 AX2712.and adjusted by the National Geodetic Survey in February 1996..
 AX2712
 AX2712
 AX2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2712
 AX2712.The geoid height was determined by GEOID03.
 AX2712
 AX2712;                    North         East     Units Scale Factor Converg.
 AX2712;SPC TXSC     - 4,181,465.384   852,050.342   MT  0.99986510   +1 16 23.0
 AX2712;SPC TXSC     -13,718,691.01  2,795,435.16   sFT  0.99986510   +1 16 23.0
 AX2712;UTM  14      - 3,260,150.249   752,049.217   MT  1.00038396   +1 16 41.2
 AX2712
 AX2712                          SUPERSEDED SURVEY CONTROL
 AX2712
 AX2712  NAD 83(1986)-  29 26 43.63301(N)    096 24 05.26390(W) AD(       ) 4
 AX2712  NAD 27      -  29 26 42.75619(N)    096 24 04.38253(W) AD(       ) 3
 AX2712
 AX2712.Superseded values are not recommended for survey control.
 AX2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2712.See file dsdata.txt to determine how the superseded data were derived.
 AX2712
 AX2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT5204960150(NAD 83)
 AX2712_MARKER: 42 = RADIO/TV MAST
 AX2712
 AX2712  HISTORY     - Date     Condition        Report By
 AX2712  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2712
 AX2712                          STATION DESCRIPTION
 AX2712
 AX2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2712'THE STATION IS A LIGHT ATOP THE METAL RADIO MAST THAT IS LOCATED IN
 AX2712'THE CENTER OF GARWOOD.  THE MAST IS OWNED BY THE GARWOOD IRRIGATION
 AX2712'CO AND IS APPROXIMATELY 150 FEET ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4311 ***********************************************************************
 AW4311  DESIGNATION -  GARY AZ 2
 AW4311  PID         -  AW4311
 AW4311  STATE/COUNTY-  TX/WHARTON
 AW4311  USGS QUAD   -  BOLING (1980)
 AW4311
 AW4311                         *CURRENT SURVEY CONTROL
 AW4311  ___________________________________________________________________
 AW4311* NAD 83(1986)-  29 15 19.     (N)    095 55 52.     (W)     SCALED    
 AW4311* NAVD 88     -        23.39   (+/-2cm)      76.7    (feet)  VERTCON   
 AW4311  ___________________________________________________________________
 AW4311  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW4311
 AW4311  VERT ORDER  -  THIRD (See Below)
 AW4311
 AW4311.The horizontal coordinates were scaled from a topographic map and have
 AW4311.an estimated accuracy of +/- 6 seconds.
 AW4311
 AW4311.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4311.The vertical order pertains to the NGVD 29 superseded value.
 AW4311
 AW4311.The geoid height was determined by GEOID03.
 AW4311
 AW4311;                    North         East    Units  Estimated Accuracy
 AW4311;SPC TXSC     - 4,161,500.      898,220.      MT  (+/- 180 meters Scaled)
 AW4311
 AW4311                          SUPERSEDED SURVEY CONTROL
 AW4311
 AW4311  NGVD 29 (01/29/03)   23.39   (m)           76.7    (f) RESET       3  
 AW4311
 AW4311.Superseded values are not recommended for survey control.
 AW4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4311.See file dsdata.txt to determine how the superseded data were derived.
 AW4311
 AW4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN151398(NAD 83)
 AW4311_MARKER: DZ = AZIMUTH MARK DISK
 AW4311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4311_STAMPING: GARY 1935 NO 2 1971
 AW4311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4311+STABILITY: SURFACE MOTION
 AW4311
 AW4311  HISTORY     - Date     Condition        Report By
 AW4311  HISTORY     - 1971     MONUMENTED       NGS
 AW4311  HISTORY     - 1988     GOOD             USPSQD
 AW4311
 AW4311                          STATION DESCRIPTION
 AW4311
 AW4311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AW4311'1.1 MI SE FROM BOLING.
 AW4311'1.05 MILE SOUTHEAST ALONG FARM ROAD 1301 FROM ITS INTERSECTION WITH
 AW4311'FARM ROAD 442 IN BOLING TO A DRIVEWAY ON THE LEFT TO THE FARM HOME OF
 AW4311'MR. J.G. GARY AND THE AZIMUTH MARK ON THE NORTH SIDE OF THE DRIVEWAY,
 AW4311'148 FEET NORTH OF THE CENTER OF THE FARM ROAD, 70 FEET NORTH OF THE
 AW4311'CENTER OF THE RAILROAD CROSSING, 17 FEET WEST OF THE CENTER OF THE
 AW4311'DRIVEWAY, 15 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE
 AW4311'LINE, 1.6 FEET SOUTH OF A METAL WITNESS POST, SET IN A SQUARE CONCRETE
 AW4311'MONUMENT WHICH PROJECTS 10-INCHES.
 AW4311
 AW4311                          STATION RECOVERY (1988)
 AW4311
 AW4311'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLL)
 AW4311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4310 ***********************************************************************
 AW4310  DESIGNATION -  GARY AZ MK
 AW4310  PID         -  AW4310
 AW4310  STATE/COUNTY-  TX/WHARTON
 AW4310  USGS QUAD   -  BOLING (1980)
 AW4310
 AW4310                         *CURRENT SURVEY CONTROL
 AW4310  ___________________________________________________________________
 AW4310* NAD 83(1986)-  29 15 17.     (N)    095 55 52.     (W)     SCALED    
 AW4310* NAVD 88     -        23.25   (+/-2cm)      76.3    (feet)  VERTCON   
 AW4310  ___________________________________________________________________
 AW4310  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW4310
 AW4310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4310
 AW4310.The horizontal coordinates were scaled from a topographic map and have
 AW4310.an estimated accuracy of +/- 6 seconds.
 AW4310
 AW4310.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4310.The vertical order pertains to the NGVD 29 superseded value.
 AW4310
 AW4310.The geoid height was determined by GEOID03.
 AW4310
 AW4310;                    North         East    Units  Estimated Accuracy
 AW4310;SPC TXSC     - 4,161,440.      898,220.      MT  (+/- 180 meters Scaled)
 AW4310
 AW4310                          SUPERSEDED SURVEY CONTROL
 AW4310
 AW4310  NGVD 29 (??/??/92)   23.261  (m)           76.32   (f) ADJ UNCH    2 0
 AW4310
 AW4310.Superseded values are not recommended for survey control.
 AW4310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4310.See file dsdata.txt to determine how the superseded data were derived.
 AW4310
 AW4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN151397(NAD 83)
 AW4310_MARKER: DB = BENCH MARK DISK
 AW4310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4310_STAMPING: GARY AZIMUTH 1935
 AW4310_MARK LOGO: CGS   
 AW4310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4310+STABILITY: SURFACE MOTION
 AW4310
 AW4310  HISTORY     - Date     Condition        Report By
 AW4310  HISTORY     - 1935     MONUMENTED       CGS
 AW4310  HISTORY     - 1943     GOOD             NGS
 AW4310  HISTORY     - 1971     POOR             NGS
 AW4310  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4310
 AW4310                          STATION DESCRIPTION
 AW4310
 AW4310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4310'1.0 MI SE FROM BOLING.
 AW4310'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT BOLING. PROCEED
 AW4310'SOUTHEASTERLY 1.0 MILE ALONG CONCRETE ROAD PARALLELING THE RAILROAD TO
 AW4310'SITE OF REFERENCE MARK.  REFERENCE MARK IS ABOUT 0.25 MILE NORTHWEST
 AW4310'OF MILE POST NO. 12, 46.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AW4310'RAILROAD TRACK, 34.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS
 AW4310'THE CENTERLINE OF THE CONCRETE HIGHWAY, 12.0 FEET SOUTHEAST OF THE
 AW4310'CENTERLINE OF A PRIVATE ROAD LEADING NORTHEAST AND 12.0 FEET NORTHEAST
 AW4310'OF THE EAST END OF A CONCRETE PIPE CULVERT UNDER THE PRIVATE ROAD.
 AW4310'MONUMENT PROJECTS ABOUT 0.5 FOOT, AND SET IN A CONCRETE POST.
 AW4310
 AW4310                          STATION RECOVERY (1971)
 AW4310
 AW4310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW4310'MARK RECOVERED IN POOR CONDITION.
 AW4310
 AW4310                          STATION RECOVERY (1988)
 AW4310
 AW4310'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLL)
 AW4310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1175 ***********************************************************************
 DN1175  DESIGNATION -  GARZA
 DN1175  PID         -  DN1175
 DN1175  STATE/COUNTY-  TX/DENTON
 DN1175  USGS QUAD   -  LITTLE ELM (1968)
 DN1175
 DN1175                         *CURRENT SURVEY CONTROL
 DN1175  ___________________________________________________________________
 DN1175* NAD 83(1993)-  33 08 52.57131(N)    096 58 22.70215(W)     ADJUSTED  
 DN1175* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 DN1175  ___________________________________________________________________
 DN1175  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 DN1175  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DN1175
 DN1175  HORZ ORDER  -  FIRST
 DN1175
 DN1175.The horizontal coordinates were established by classical geodetic methods
 DN1175.and adjusted by the National Geodetic Survey in February 1996..
 DN1175
 DN1175.The orthometric height was scaled from a topographic map.
 DN1175
 DN1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1175
 DN1175.The geoid height was determined by GEOID03.
 DN1175
 DN1175;                    North         East     Units Scale Factor Converg.
 DN1175;SPC TXNC     - 2,165,293.102   742,444.007   MT  0.99987403   +0 49 58.2
 DN1175;SPC TXNC     - 7,103,965.79  2,435,835.05   sFT  0.99987403   +0 49 58.2
 DN1175;UTM  14      - 3,669,516.490   689,055.776   MT  1.00004070   +1 06 31.4
 DN1175
 DN1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1175!SPC TXNC     -   0.99997638  x   0.99987403  =   0.99985041
 DN1175!UTM  14      -   0.99997638  x   1.00004070  =   1.00001708
 DN1175
 DN1175|---------------------------------------------------------------------|
 DN1175| PID    Reference Object                     Distance      Geod. Az  |
 DN1175|                                                           dddmmss.s |
 DN1175| DN0334 F 947                               335.730 METERS 00606     |
 DN1175| CY1935 GARZA AZ MK                                        2105757.2 |
 DN1175| CY1936 GARZA RM 1                           30.175 METERS 21634     |
 DN1175| CY1937 GARZA RM 2                           25.432 METERS 31349     |
 DN1175|---------------------------------------------------------------------|
 DN1175
 DN1175                          SUPERSEDED SURVEY CONTROL
 DN1175
 DN1175  NAD 83(1993)-  33 08 52.57373(N)    096 58 22.69130(W) AD(       ) 1
 DN1175  NAD 83(1986)-  33 08 52.57682(N)    096 58 22.68775(W) AD(       ) 1
 DN1175  NAD 27      -  33 08 52.14800(N)    096 58 21.66200(W) AD(       ) 1
 DN1175
 DN1175.Superseded values are not recommended for survey control.
 DN1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1175.See file dsdata.txt to determine how the superseded data were derived.
 DN1175
 DN1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8905669516(NAD 83)
 DN1175_MARKER: DS = TRIANGULATION STATION DISK
 DN1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1175
 DN1175  HISTORY     - Date     Condition        Report By
 DN1175  HISTORY     - 1947     MONUMENTED       CGS
 DN1175  HISTORY     - 1955     MARK NOT FOUND   TXHD
 DN1175  HISTORY     - 1956     GOOD             CGS
 DN1175  HISTORY     - 1963     GOOD             BGAS
 DN1175  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN1175  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN1175
 DN1175                          STATION DESCRIPTION
 DN1175
 DN1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1175'STATION IS ABOUT 8-1/2 MILES WEST OF FRISCO AND ABOUT 7
 DN1175'MILES NORTH OF LEWISVILLE ALONG RIGHT OF WAY OF STATE ROUTE
 DN1175'NO. 24.  STATION IS 48 FEET EAST OF THE APPROXIMATE CENTERLINE
 DN1175'OF STATE ROUTE NO. 24 AND 22 FEET EAST SOUTHEAST OF A WHITE
 DN1175'WITNESS POST.  THE MARK IS ABOUT 10 INCHES UNDERGROUND AND
 DN1175'THE DISK IS STAMPED GARZA 1947.
 DN1175'
 DN1175'REFERENCE MARK NO. 1 IS 99.00 FEET SOUTH SOUTHWEST OF STATION
 DN1175'AND 32 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE
 DN1175'ROUTE NO. 24.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 DN1175'DISK IS STAMPED GARZA NO 1 1947.
 DN1175'
 DN1175'REFERENCE MARK NO. 2 IS 83.44 FEET WEST NORTHWEST OF STATION,
 DN1175'31 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE ROUTE
 DN1175'NO. 24 AND IS UNDER A FENCE.  THE MARK PROJECTS ABOUT 2
 DN1175'INCHES AND THE DISK IS STAMPED GARZA NO 2 1947.
 DN1175'
 DN1175'AZIMUTH MARK IS 0.2 MILE SOUTH SOUTHWEST OF STATION, 33 FEET
 DN1175'WEST OF THE APPROXIMATE CENTERLINE OF STATE ROUTE NO. 24,
 DN1175'3.9 FEET NORTHEAST OF WHITE WITNESS POST AND 0.7 FEET EAST
 DN1175'OF A FENCE.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK
 DN1175'IS STAMPED GARZA 1947.
 DN1175'
 DN1175'A TRAVERSE CONNECTION WAS MADE TO B.M. F 947 1946 (U.S.C. AND
 DN1175'G.S.) WHICH IS 335.738 M. 1,101.50 FT. NORTH OF STATION
 DN1175'GARZA.  IT IS 32 FEET EAST OF APPROXIMATE CENTERLINE OF
 DN1175'STATE ROUTE NO. 24, 2.2 FEET NORTH OF WHITE WITNESS POST
 DN1175'AND 0.9 FEET WEST OF A FENCE.  THE MARK PROJECTS ABOUT 3
 DN1175'INCHES AND THE DISK A STANDARD U.S.C. AND G.S. B.M. IS
 DN1175'STAMPED F 947 1946.
 DN1175'
 DN1175'TO REACH STATION FROM POST OFFICE IN LAKE DALLAS GO EAST
 DN1175'AND NORTHEAST ON STATE ROUTE NO. 24 FOR 4.9 MILES TO AZIMUTH
 DN1175'ON LEFT OR WEST OF STATE ROUTE NO. 24 AS DESCRIBED.  CONTINUE
 DN1175'NORTHEAST FOR 0.2 MILE TO STATION ON RIGHT OR EAST OF STATE
 DN1175'ROUTE NO. 24 AS DESCRIBED.  CONTINUE NORTH ON STATE ROUTE
 DN1175'NO. 24 FOR 0.2 MILE TO B.M. F 947 1946 ON RIGHT OR EAST
 DN1175'OF ROAD AS DESCRIBED.
 DN1175'
 DN1175'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 DN1175
 DN1175                          STATION RECOVERY (1955)
 DN1175
 DN1175'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1175'STATION NOT RECOVERED.  STATION APPROXIMATELY 46.0 FT EAST
 DN1175'OF SH 24T.  STATION IN COTTON FIELD.  MIGHT BE BELOW GROUND.
 DN1175'R.M. 1 AND 2 RECOVERED IN GOOD CONDITION.
 DN1175
 DN1175                          STATION RECOVERY (1956)
 DN1175
 DN1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 DN1175'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DN1175'DESCRIBED.
 DN1175'
 DN1175'THE STATION IS NEAR THE NORTHEAST END OF A WEDGE OF LAND
 DN1175'ALONG THE SOUTHEAST SIDE OF OLD HIGHWAY NO. 24, AND AT THE
 DN1175'NORTHEAST CORNER OF A PLOWED FIELD.  IT IS ABOUT 1 FOOT BELOW
 DN1175'THE SURFACE AND IS COVERED BY A ROUGH SLAB OF WASTE CONCRETE.
 DN1175'IT IS ABOUT 0.1 MILE SOUTHWEST OF A STOCK FEEDING PEN AND AT
 DN1175'THE WEST END AND OUTSIDE A ROAD CURVE.
 DN1175'
 DN1175'TO REACH FROM THE JUNCTION OF OLD U.S. NO. 77 (WHICH IS ABOUT
 DN1175'1/4 MILE EAST OF THE NEW EXPRESSWAY) AND OLD 24 AND CARTERS STORE
 DN1175'AND STATION.  GO EAST ACROSS THE TRACKS AND FOLLOW THE HARD
 DN1175'SURFACED ROAD, EAST, SOUTH AND THEN BACK TO THE NORTHEAST
 DN1175'ACROSS THE LAKE DALLAS DAM 03.0 MILES TO THE SPILLWAY.  THEN
 DN1175'CONTINUE 01.4 MILES TO EVAS STORE ON THE LEFT.  THEN CONTINUE
 DN1175'NORTHEAST 01.0 MILE TO THE AZIMUTH MARK ON THE LEFT.  THEN
 DN1175'CONTINUE 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DN1175
 DN1175                          STATION RECOVERY (1963)
 DN1175
 DN1175'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1963
 DN1175'RECOVERED BY BUCE AND GUNN INC.
 DN1175'
 DN1175'STATION, R.M. 2 AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 DN1175'NO SEARCH WAS MADE FOR R.M. 1.  THE DESCRIPTION FROM POST
 DN1175'OFFICE IN LAKE DALLAS NO LONGER CORRECT BECAUSE OF ROADS
 DN1175'BEING ABANDONED DUE TO RESERVOIR CONSTRUCTION.
 DN1175
 DN1175                          STATION RECOVERY (1995)
 DN1175
 DN1175'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1175'MARK NOT FOUND.
 DN1175
 DN1175                          STATION RECOVERY (1998)
 DN1175
 DN1175'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0820 ***********************************************************************
 EN0820  CBN         -  This is a Cooperative Base Network Control Station.
 EN0820  DESIGNATION -  GASOLINE
 EN0820  PID         -  EN0820
 EN0820  STATE/COUNTY-  TX/BRISCOE
 EN0820  USGS QUAD   -  QUITAQUE (1967)
 EN0820
 EN0820                         *CURRENT SURVEY CONTROL
 EN0820  ___________________________________________________________________
 EN0820* NAD 83(1993)-  34 20 34.46634(N)    101 01 28.46140(W)     ADJUSTED  
 EN0820* NAVD 88     -       762.2    (meters)    2501.     (feet)  GPS OBS   
 EN0820  ___________________________________________________________________
 EN0820  X           -  -1,008,260.094 (meters)                     COMP
 EN0820  Y           -  -5,175,197.750 (meters)                     COMP
 EN0820  Z           -   3,578,331.275 (meters)                     COMP
 EN0820  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 EN0820  ELLIP HEIGHT-         734.41  (meters)          (10/24/00) GPS OBS
 EN0820  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 EN0820
 EN0820  HORZ ORDER  -  B
 EN0820  ELLP ORDER  -  FOURTH    CLASS II
 EN0820
 EN0820.The horizontal coordinates were established by GPS observations
 EN0820.and adjusted by the National Geodetic Survey in May 1994..
 EN0820
 EN0820.The orthometric height was determined by GPS observations and a
 EN0820.high-resolution geoid model.
 EN0820
 EN0820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EN0820
 EN0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0820
 EN0820.The ellipsoidal height was determined by GPS observations
 EN0820.and is referenced to NAD 83.
 EN0820
 EN0820.The geoid height was determined by GEOID03.
 EN0820
 EN0820;                    North         East     Units Scale Factor Converg.
 EN0820;SPC TX N     - 1,038,147.933   243,748.545   MT  1.00008533   +0 16 31.9
 EN0820;SPC TX N     - 3,405,990.34    799,698.35   sFT  1.00008533   +0 16 31.9
 EN0820;SPC TXNC     - 2,299,587.937   367,702.190   MT  1.00012668   -1 22 36.8
 EN0820;SPC TXNC     - 7,544,564.76  1,206,369.60   sFT  1.00012668   -1 22 36.8
 EN0820;UTM  14      - 3,802,034.513   313,775.523   MT  1.00002749   -1 08 32.9
 EN0820
 EN0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0820!SPC TX N     -   0.99988473  x   1.00008533  =   0.99997005
 EN0820!SPC TXNC     -   0.99988473  x   1.00012668  =   1.00001139
 EN0820!UTM  14      -   0.99988473  x   1.00002749  =   0.99991221
 EN0820
 EN0820|---------------------------------------------------------------------|
 EN0820| PID    Reference Object                     Distance      Geod. Az  |
 EN0820|                                                           dddmmss.s |
 EN0820| CJ6453 GASOLINE RM 2                        72.567 METERS 11146     |
 EN0820| EN0821 QUITAQUE MUNICIPAL TANK             APPROX. 4.1 KM 3184202.8 |
 EN0820| CJ6452 GASOLINE RM 1                        39.118 METERS 35357     |
 EN0820| CJ6451 GASOLINE AZ MK                                     3585032.9 |
 EN0820|---------------------------------------------------------------------|
 EN0820
 EN0820                          SUPERSEDED SURVEY CONTROL
 EN0820
 EN0820  ELLIP H (05/09/94)  734.42   (m)                       GP(       ) 4 2
 EN0820  NAD 83(1986)-  34 20 34.46986(N)    101 01 28.45968(W) AD(       ) 2
 EN0820  NAD 27      -  34 20 34.23100(N)    101 01 26.91879(W) AD(       ) 2
 EN0820
 EN0820.Superseded values are not recommended for survey control.
 EN0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0820.See file dsdata.txt to determine how the superseded data were derived.
 EN0820
 EN0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD1377602035(NAD 83)
 EN0820_MARKER: DS = TRIANGULATION STATION DISK
 EN0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0820_SP_SET: SQUARE CONCRETE MONUMENT
 EN0820_STAMPING: GASOLINE 1964
 EN0820_MARK LOGO: CGS   
 EN0820_MAGNETIC: N = NO MAGNETIC MATERIAL
 EN0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0820+STABILITY: SURFACE MOTION
 EN0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0820+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 EN0820
 EN0820  HISTORY     - Date     Condition        Report By
 EN0820  HISTORY     - 1964     MONUMENTED       CGS
 EN0820  HISTORY     - 1964     GOOD             CGS
 EN0820  HISTORY     - 1986     GOOD
 EN0820  HISTORY     - 19930216 GOOD             NGS
 EN0820  HISTORY     - 19950628 GOOD             NGS
 EN0820
 EN0820                          STATION DESCRIPTION
 EN0820
 EN0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0820'THE STATION IS ABOUT 8 MILES SOUTHWEST OF TURKEY, 2 MILES SOUTHEAST
 EN0820'OF QUITAQUE, AT THE WEST SIDE OF A TRIANGLE FORMED BY FARM ROAD 599
 EN0820'ON THE NORTHEAST SIDE AND DIRT ROADS ON THE WEST AND SOUTH SIDES,
 EN0820'ON STATE HIGHWAY DEPARTMENT LAND, USED FOR GRAVEL STORAGE.
 EN0820'
 EN0820'TO REACH THE STATION FROM THE POST OFFICE IN QUITAQUE, GO EAST ON
 EN0820'STATE HIGHWAY 86 FOR 1.8 MILES TO FARM ROAD 599 ON THE RIGHT.  TURN
 EN0820'RIGHT AND GO SOUTH ON FARM ROAD 599 FOR 1.15 MILES TO THE AZIMUTH
 EN0820'MARK ON THE RIGHT.  CONTINUE SOUTH ON THE FARM ROAD FOR 0.75 MILE TO
 EN0820'THE STATION ON THE RIGHT.
 EN0820'
 EN0820'THE STATION MARK IS A STANDARD DISK, STAMPED GASOLINE 1964, SET IN
 EN0820'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0820'IS 113.9 FEET SOUTHWEST OF THE CENTERLINE OF A CURVE IN FARM ROAD
 EN0820'599, 51.4 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD,
 EN0820'85.5 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 127.0 FEET
 EN0820'SOUTH OF A WITNESS POST, 129.5 FEET SOUTH OF A TELEPHONE LINE POLE
 EN0820'AND ABOUT 20 FEET SOUTHWEST OF A GRAVEL PILE.
 EN0820'
 EN0820'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GASOLINE NO 1 1964, SET
 EN0820'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 EN0820'IT IS 2.6 FEET EAST OF THE TELEPHONE LINE POLE, 2.7 FEET WEST OF THE
 EN0820'WITNESS POST, 44.8 FEET SOUTHWEST OF THE CENTERLINE OF THE FARM
 EN0820'ROAD, 36.4 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH DIRT ROAD
 EN0820'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0820'
 EN0820'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GASOLINE NO 2 1964, SET
 EN0820'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EN0820'IT IS 2.5 FEET WEST OF A POWERLINE POLE, 29.5 FEET SOUTH OF THE
 EN0820'CENTERLINE OF THE EAST-WEST DIRT ROAD, 68.8 FEET SOUTH OF THE
 EN0820'CENTERLINE OF THE FARM ROAD AND AT ABOUT THE SAME ELEVATION AS
 EN0820'THE STATION.
 EN0820'
 EN0820'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GASOLINE 1964, SET IN
 EN0820'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 EN0820'IS ABOUT 150 YARDS SOUTHEAST OF A FARM HOUSE, 1.6 FEET
 EN0820'EAST-NORTHEAST OF A FENCE CORNER POST, 3.6 FEET SOUTH OF A WITNESS
 EN0820'POST, 38.9 FEET WEST AND 4 FEET HIGHER THAN THE CENTERLINE OF FARM
 EN0820'ROAD 599 AND 54.4 FEET SOUTH OF A POWERLINE POLE.
 EN0820
 EN0820                          STATION RECOVERY (1964)
 EN0820
 EN0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 EN0820'RECOVERED IN GOOD CONDITION.
 EN0820
 EN0820                          STATION RECOVERY (1986)
 EN0820
 EN0820'RECOVERED 1986
 EN0820'RECOVERED IN GOOD CONDITION.
 EN0820
 EN0820                          STATION RECOVERY (1993)
 EN0820
 EN0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EN0820'NOTE--DEPTH OF DIRT OVER THE MARKS MAY VARY DUE TO THE STATES
 EN0820'PROCLIVITY TO DUMP AND REMOVE DIRT IN THIS AREA.
 EN0820'STATION IS LOCATED ABOUT 13 KM (8.05 MI) WEST-SOUTHWEST OF TURKEY, 4
 EN0820'KM (2.50 MI) SOUTHEAST OF QUITAQUE, 3 KM (1.85 MI) NORTH OF THE
 EN0820'BRISCOE-MOTLEY COUNTY LINE, ALONG FARM ROAD 599, AT MILE 159.9, IN A
 EN0820'LARGE WEED-COVERED TRAFFIC TRIANGLE WHERE ROAD CURVES TO THE LEFT
 EN0820'(SOUTHEAST).
 EN0820'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 86 IN TURKEY, GO
 EN0820'WEST ON HIGHWAY 86 FOR 9.72 KM (6.05 MI) TO FARM ROAD 2733. CONTINUE
 EN0820'AHEAD FOR 3.31 KM (2.05 MI) TO FARM ROAD 599 ON THE LEFT.  TURN LEFT,
 EN0820'SOUTHERLY, FOR 2.87 KM (1.80 MI) TO A FORK. KEEP RIGHT, SOUTH, ON A
 EN0820'DIRT ROAD FOR 0.07 KM (0.05 MI) TO THE STATION ON THE LEFT.
 EN0820'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 10 CM
 EN0820'BELOW GROUND.  IT IS 14.6 M (47.9 FT) EAST OF THE DIRT ROAD CENTER,
 EN0820'34.5 M (113.2 FT) SOUTHWEST OF, AND 1 M (3.3 FT) LOWER THAN THE
 EN0820'HIGHWAY CENTER, 28.2 M (92.5 FT) NORTH OF A DIRT ROAD CENTER, 33.6 M
 EN0820'(110.2 FT) NORTHEAST OF A UTILITY POLE WITH THREE GUY WIRES, 39.8 M
 EN0820'(130.6 FT) SOUTH OF A UTILITY POLE, 0.6 M (2.0 FT) EAST OF A
 EN0820'FIBERGLASS WITNESS POST, AND 0.6 M (2.0 FT) WEST OF A SECOND
 EN0820'FIBERGLASS WITNESS POST.
 EN0820
 EN0820                          STATION RECOVERY (1995)
 EN0820
 EN0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EN0820'THE STATION IS LOCATED ABOUT 13.0 KM (8.05 MI) WEST-SOUTHWEST OF
 EN0820'TURKEY, 4.0 KM (2.50 MI) SOUTHEAST OF QUITAQUE, 3.0 KM (1.85 MI) NORTH
 EN0820'OF THE BRISCOE COUNTY LINE, ALONG FARM ROAD 599, IN A TRAFFIC TRIANGLE
 EN0820'WHERE ROAD CURVES TO THE SOUTHEAST.  TO REACH THE STATION FROM THE
 EN0820'JUNCTION OF STATE HIGHWAYS 70 AND 86 IN TURKEY, GO WEST ON HIGHWAY 86
 EN0820'FOR 9.7 KM (6.00 MI) TO FARM ROAD 2733.  CONTINUE WEST ON HIGHWAY 86
 EN0820'FOR 3.3 KM (2.05 MI) TO FARM ROAD 599 ON THE LEFT.  TURN LEFT,
 EN0820'SOUTHERLY, FOR 2.9 KM (1.80 MI) TO A FORK.  KEEP RIGHT, SOUTH, ON A
 EN0820'DIRT ROAD FOR 0.01 KM (0.00 MI) TO THE STATION ON THE LEFT.  THE
 EN0820'STATION IS 39.8 M (130.6 FT) SOUTH OF A UTILITY POLE, 34.5 M (113.2
 EN0820'FT) SOUTHWEST OF AND THE CENTER OF THE HIGHWAY, 33.6 M (110.2 FT)
 EN0820'NORTHEAST OF A UTILITY POLE WITH 3 GUY WIRES, 28.2 M (92.5 FT) NORTH
 EN0820'OF THE CENTER OF A DIRT ROAD, 14.6 M (47.9 FT) EAST OF THE CENTER OF
 EN0820'THE DIRT ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 EN0820'(2.0 FT) EAST OF A WITNESS POST, 0.6 M (2.0 FT) WEST OF A WITNESS
 EN0820'POST, AND THE MONUMENT IS RECESSED 10-CM BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2157 ***********************************************************************
 AW2157  DESIGNATION -  GASTON
 AW2157  PID         -  AW2157
 AW2157  STATE/COUNTY-  TX/FORT BEND
 AW2157  USGS QUAD   -  RICHMOND NE (1980)
 AW2157
 AW2157                         *CURRENT SURVEY CONTROL
 AW2157  ___________________________________________________________________
 AW2157* NAD 83(1993)-  29 41 55.56998(N)    095 48 33.43496(W)     ADJUSTED  
 AW2157* NAVD 88     -        36.87   (+/-2cm)     121.0    (feet)  VERTCON   
 AW2157  ___________________________________________________________________
 AW2157  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AW2157  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2157
 AW2157  HORZ ORDER  -  FIRST
 AW2157  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2157
 AW2157.The horizontal coordinates were established by classical geodetic methods
 AW2157.and adjusted by the National Geodetic Survey in February 1996..
 AW2157
 AW2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2157.The vertical order pertains to the NGVD 29 superseded value.
 AW2157
 AW2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2157
 AW2157.The geoid height was determined by GEOID03.
 AW2157
 AW2157;                    North         East     Units Scale Factor Converg.
 AW2157;SPC TXSC     - 4,210,952.293   908,711.176   MT  0.99988334   +1 33 47.4
 AW2157;SPC TXSC     -13,815,432.65  2,981,329.92   sFT  0.99988334   +1 33 47.4
 AW2157;UTM  15      - 3,288,710.539   228,180.323   MT  1.00051174   -1 23 33.7
 AW2157
 AW2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2157!SPC TXSC     -   0.99999852  x   0.99988334  =   0.99988186
 AW2157!UTM  15      -   0.99999852  x   1.00051174  =   1.00051026
 AW2157
 AW2157|---------------------------------------------------------------------|
 AW2157| PID    Reference Object                     Distance      Geod. Az  |
 AW2157|                                                           dddmmss.s |
 AW2157| AW2155 GASTON RM 2                          33.009 METERS 01026     |
 AW2157| AW6917 BARKER TRUNKLINE GAS CO MAST        APPROX.17.1 KM 0370220.8 |
 AW2157| AW2242 GASTON AZ MK                                       0953717.0 |
 AW2157| AW6953 SUGAR LAND IMPERIAL SUGAR TK        APPROX.19.0 KM 1163231.3 |
 AW2157| AW6974 RICHMOND MUNICIPAL STANDPIPE        APPROX.13.9 KM 1585203.4 |
 AW2157| AW6964 RICHMOND MUNICIPAL TANK             APPROX.13.6 KM 1602525.1 |
 AW2157| AW6973 RICHMOND FT BEND CTHSE STATUE       APPROX.13.8 KM 1602657.5 |
 AW2157| AW6971 RICHMOND COTTON OIL CO TANK         APPROX.13.9 KM 1651018.7 |
 AW2157| AW6970 ROSENBERG NEW MUNICIPAL TANK        APPROX.15.5 KM 1782702.1 |
 AW2157| AW6975 ROSENBERG OLD MUN WATER TK          APPROX.15.3 KM 1793639.2 |
 AW2157| AW6961 BL 284 USE 1952                     APPROX. 0.8 KM 2552015.6 |
 AW2157| AW2156 GASTON RM 1                          27.237 METERS 28104     |
 AW2157| AW6979 KATY MUNICIPAL TANK                 APPROX. 9.9 KM 3523352.3 |
 AW2157|---------------------------------------------------------------------|
 AW2157
 AW2157                          SUPERSEDED SURVEY CONTROL
 AW2157
 AW2157  NAD 83(1986)-  29 41 55.58452(N)    095 48 33.41750(W) AD(       ) 1
 AW2157  NAD 27      -  29 41 54.74142(N)    095 48 32.59341(W) AD(       ) 1
 AW2157  NGVD 29 (04/06/79)   36.863  (m)          120.94   (f) ADJUSTED    1 2
 AW2157
 AW2157.Superseded values are not recommended for survey control.
 AW2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2157.See file dsdata.txt to determine how the superseded data were derived.
 AW2157
 AW2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2818088711(NAD 83)
 AW2157_MARKER: DS = TRIANGULATION STATION DISK
 AW2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2157_STAMPING: GASTON 1935
 AW2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2157+STABILITY: SURFACE MOTION
 AW2157
 AW2157  HISTORY     - Date     Condition        Report By
 AW2157  HISTORY     - 1935     MONUMENTED       CGS
 AW2157  HISTORY     - 1937     GOOD             TXHD
 AW2157  HISTORY     - 1942     GOOD             CGS
 AW2157  HISTORY     - 1943     GOOD             CGS
 AW2157  HISTORY     - 1943     GOOD             NGS
 AW2157  HISTORY     - 1952     GOOD             CGS
 AW2157  HISTORY     - 1958     GOOD             HLPCO
 AW2157  HISTORY     - 1978     GOOD             NGS
 AW2157  HISTORY     - 19901208 GOOD             USPSQD
 AW2157  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2157  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2157
 AW2157                          STATION DESCRIPTION
 AW2157
 AW2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 AW2157'THIS STATION IS ABOUT 11 MILES N OF ROSENBURG, ABOUT 11 MILES
 AW2157'SE OF BROOKSHIRE, AND 1.75 MILES W OF GASTON RAILROAD STATION
 AW2157'ON THE SOUTHERN PACIFIC RAILROAD.  THE STATION IS A LITTLE W
 AW2157'OF MILEPOST 28 ON THE SOUTHERN PACIFIC RAILROAD, IN A LARGE,
 AW2157'PARTLY CULTIVATED FIELD, 390 FEET N OF THE CENTER LINE OF THE
 AW2157'ROAD WHICH PARALLELS THE RAILROAD ON THE N, ON LINE WITH THE
 AW2157'SE SIDE OF A BARN AND 106 FEET SW OF THE S CORNER OF THE BARN,
 AW2157'AND 121 FEET ESE OF AN ABANDONED OIL WELL.  THE MARK PROJECTS
 AW2157'5 INCHES.
 AW2157'
 AW2157'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 AW2157'BRONZE DISKS SET IN CONCRETE.
 AW2157'
 AW2157'REFERENCE MARK NO. 1 IS WNW OF THE STATION, 36 FEET SE OF THE
 AW2157'OIL WELL, AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS NNE
 AW2157'OF THE STATION, 5 FEET WSW OF THE W CORNER OF THE BARN, AND
 AW2157'PROJECTS 8 INCHES.
 AW2157'
 AW2157'THE AZIMUTH MARK IS ESE OF THE STATION, ACROSS THE ROAD FROM
 AW2157'A POINT ABOUT MIDWAY BETWEEN TELEGRAPH POLES NOS. 1003 AND
 AW2157'1004, 39 FEET N OF THE CENTER LINE OF THE ROAD, 4 FEET N OF
 AW2157'THE DITCH BANK, AND 1/2 FOOT S OF THE RIGHT-OF-WAY FENCE,
 AW2157'AND PROJECTS 6 INCHES.
 AW2157'
 AW2157'TO REACH THE STATION FROM THE COURTHOUSE IN RICHMOND GO E ON
 AW2157'U.S. HIGHWAY 90 FOR 1.55 MILES TO A SIDE ROAD TO THE LEFT
 AW2157'AT THE SECOND CURVE IN THE HIGHWAY, E OF THE BRAZOS RIVER, TURN
 AW2157'LEFT AND FOLLOW GRAVEL ROAD N 1.05 MILES TO A T-ROAD, W.
 AW2157'CONTINUE N AND FOLLOW DIRT ROAD N AND W 3.25 MILES TO TURN
 AW2157'AT SCHOOL.  TURN RIGHT AND FOLLOW WINDING DIRT ROAD IN A
 AW2157'NORTHERLY DIRECTION 3.15 MILES TO T-ROAD.  TURN LEFT AND GO
 AW2157'W 0.7 MILE, THENCE N 1.25 MILES TO ROAD WHICH PARALLELS THE
 AW2157'SOUTHERN PACIFIC RAILROAD ON THE N.  TURN LEFT AND GO W 1.95
 AW2157'MILES TO A LANE LEADING N 390 FEET TO THE STATION.
 AW2157'
 AW2157'A LIGHT 50 FEET ABOVE STATION RHEMANN IS VISIBLE FROM THE
 AW2157'GROUND.
 AW2157'
 AW2157'A LIGHT 100 FEET ABOVE STATION RICHMOND MAGNETIC COMES INTO
 AW2157'VIEW 35 FEET ABOVE THE GROUND.
 AW2157'
 AW2157'A LIGHT 100 FEET ABOVE STATION WENZEL COMES INTO VIEW 45 FEET
 AW2157'ABOVE THE GROUND.
 AW2157
 AW2157                          STATION RECOVERY (1937)
 AW2157
 AW2157'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW2157'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 AW2157
 AW2157                          STATION RECOVERY (1942)
 AW2157
 AW2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW2157'STATION WAS RECOVERED AS DESCRIBED WITH ALL THE MARKS IN GOOD
 AW2157'CONDITION.  COMPLETE DESCRIPTION FOLLOWS--
 AW2157'
 AW2157'THE STATION IS ABOUT 11 MILES N OF ROSENBERG, 1.7 MILES W
 AW2157'OF GASTON RAILROAD DEPOT, ABOUT 500 FEET N OF THE SOUTHERN
 AW2157'PACIFIC RAILROAD TRACKS, 390 FEET N OF A WELL-TRAVELED
 AW2157'E-AND-W ROAD, AND NEAR THE CENTER OF A LARGE PARTLY CULTIVATED
 AW2157'FARM.  THE STATION MARK, NOTE 1A, IS 60 FEET E OF THE E SIDE
 AW2157'OF A SMALL FARMHOUSE AND 20 FEET W OF THE CENTER LINE OF THE
 AW2157'FARM ENTRANCE LANE.  IT IS STAMPED GASTON 1935 AND PROJECTS
 AW2157'6 INCHES.
 AW2157'
 AW2157'REFERENCE MARK NO. 1, IS WNW OF THE STATION AND
 AW2157'27 FEET SW OF THE SW CORNER OF THE FARMHOUSE.  IT IS STAMPED
 AW2157'GASTON NO. 1 1935 AND PROJECTS 6 INCHES.
 AW2157'
 AW2157'REFERENCE MARK NO. 2, IS NNE OF THE STATION AND
 AW2157'3 FEET SW OF THE SW CORNER OF THE BARN.  IT IS STAMPED GASTON
 AW2157'NO. 2 1935 AND PROJECTS 8 INCHES.
 AW2157'
 AW2157'THE AZIMUTH MARK IS ABOUT 0.35 MILE E BY S OF THE STATION,
 AW2157'40 FEET N OF THE CENTER LINE OF THE GRADED ROAD TO THE STATION,
 AW2157'ACROSS THE ROAD FROM A POINT ABOUT MIDWAY BETWEEN TELEGRAPH
 AW2157'POLES NOS. 1003 AND 1004, AND 1 FOOT S OF THE RIGHT-OF-WAY
 AW2157'FENCE.  THE MARK, IS STAMPED GASTON
 AW2157'AZIMUTH 1935 AND PROJECTS 6 INCHES.
 AW2157'
 AW2157'TO REACH THE STATION FROM THE GASTON RAILROAD DEPOT, GO W
 AW2157'ON THE WELL-TRAVELED GRAVEL ROAD FOR 1.35 MILES TO THE AZIMUTH
 AW2157'MARK ON THE N SIDE OF THE ROAD, CONTINUE 0.35 MILE AND TURN
 AW2157'RIGHT, N, ON A FARM ENTRANCE ROAD, GO 0.1 MILE TO THE FARM
 AW2157'BUILDINGS AND THE STATION.
 AW2157'
 AW2157'90-FOOT SIGNALS AT SUGARLAND AND WENZEL ARE VISIBLE AT 77
 AW2157'FEET.
 AW2157'
 AW2157'90-FOOT SIGNALS AT WHATLEY AND RICHMOND MAG ARE VISIBLE AT
 AW2157'64 FEET.  A 90-FOOT SIGNAL AT LIESTMAN IS VISIBLE AT 24 FEET.
 AW2157
 AW2157                          STATION RECOVERY (1943)
 AW2157
 AW2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AW2157'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW2157'CONDITION.  IT IS ABOUT 11 MILES SE OF BROOKSHIRE, ABOUT
 AW2157'5.5 MILES E OF FULSHEAR RAILROAD STATION, ABOUT 1.7 MILES
 AW2157'W OF STATION SIGNPOST GASTON, ABOUT 0.1 MILE N ALONG FARM
 AW2157'ROAD FROM THE SOUTHERN PACIFIC RAILROAD (T AND N O) TRACKS,
 AW2157'59.5 FEET E OF THE E SIDE OF A FARMHOUSE, 20 FEET W OF THE
 AW2157'FARM ROAD, AND 3 FEET NE OF A 4- BY 4-INCH WOODEN MARKER POST.
 AW2157'
 AW2157'STATION MARK IS A STANDARD STATION MARK DISK SET IN CONCRETE.
 AW2157'DISK IS STAMPED GASTON 1935 AND MONUMENT PROJECTS ABOUT 0.5
 AW2157'FOOT.
 AW2157'
 AW2157'R.M. 1 IS 89.4 FEET W OF THE STATION AND 28.6 FEET SW OF THE
 AW2157'SW CORNER OF THE FARMHOUSE.  IT IS A STANDARD REFERENCE DISK
 AW2157'STAMPED GASTON NO 1 1935.  THE MONUMENT PROJECTS ABOUT 0.6
 AW2157'FOOT.
 AW2157'
 AW2157'R.M. 2 IS 108.3 FEET N OF THE STATION AND 3.1 FEET SW OF THE
 AW2157'SW CORNER OF A BARN.  IT IS A STANDARD REFERENCE DISK STAMPED
 AW2157'GASTON NO 2 1935.  THE MONUMENT PROJECTS ABOUT 0.6 FOOT.
 AW2157'
 AW2157'AZIMUTH MARK IS ABOUT 0.35 MILE E OF THE STATION, ABOUT 0.3
 AW2157'MILE E OF MILE POLE 28, ABOUT 135 FEET W OF SIGNBOARD GASTON
 AW2157'ONE MILE, 39 FEET N OF THE CENTER LINE OF ROAD PARALLELING
 AW2157'THE RAILROAD, 3 FEET E OF A 4- BY 4-INCH WOODEN MARKER POST,
 AW2157'AND 0.4 FOOT S OF THE RIGHT-OF-WAY FENCE.  IT IS A STANDARD
 AW2157'AZIMUTH DISK STAMPED GASTON AZIMUTH 1935.  THE MONUMENT
 AW2157'PROJECTS ABOUT 0.4 FOOT.
 AW2157'
 AW2157'ALL MARKS ARE SET IN CONCRETE.
 AW2157
 AW2157                          STATION RECOVERY (1943)
 AW2157
 AW2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW2157'5.6 MI E FROM FULSHEAR.
 AW2157'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2157'STATION AT FULSHEAR-- PROCEED 5.5 MILES EASTERLY ALONG THE RAILROAD TO
 AW2157'A FARM ROAD CROSSING, THENCE 0.1 MILE NORTHERLY ALONG THE FARM ROAD TO
 AW2157'A GROUP OF FARM BUILDINGS AND TO SITE OF STATION.  STATION IS 59.5
 AW2157'FEET EAST OF THE EAST SIDE OF A SMALL FRAME FARM HOUSE, AND 20.0 FEET
 AW2157'WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE FARM ROAD. IT
 AW2157'IS 3.0 FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT
 AW2157'PROJECTS 0.5 FOOT.
 AW2157
 AW2157                          STATION RECOVERY (1952)
 AW2157
 AW2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW2157'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 AW2157'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE
 AW2157'WAS FOUND IN THE DIRECTION TO REFERENCE MARK NO. 1 AND REFERENCE
 AW2157'MARK NO. 2.  THE AZIMUTH MARK HAS BEEN DESTROYED AND USED
 AW2157'DISK NO. BL 284 WAS USED FOR THE AZIMUTH MARK.
 AW2157'
 AW2157'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW2157'
 AW2157'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF KATY, 1.5 MILES
 AW2157'WEST OF THE GASTON RAILROAD DEPOT, 110 FEET SOUTH OF THE
 AW2157'SOUTHWEST CORNER OF AN OLD BARN, 40 FEET NORTHWEST OF THE
 AW2157'CENTER OF A CULVERT WHERE THE DRIVEWAY CROSSES AN IRRIGATION
 AW2157'DITCH AND 3 FEET NORTHEAST OF A WITNESS POST.  IT PROJECTS
 AW2157'5 INCHES AND IS STAMPED GASTON 1935.
 AW2157'
 AW2157'REFERENCE MARK NO. 1 IS 36 FEET SOUTHEAST OF AN OLD ABANDONED
 AW2157'OIL WELL AND 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AW2157'SMALL BUILDING.  IT PROJECTS 5 INCHES AND IS STAMPED GASTON
 AW2157'NO 1 1935.
 AW2157'
 AW2157'REFERENCE MARK NO. 2 IS 108 FEET SOUTHEAST OF A FENCE THAT
 AW2157'EXTENDS NORTHEAST AND SOUTHWEST AND 3 FEET SOUTHWEST OF THE
 AW2157'SOUTHWEST CORNER OF AN OLD BARN.  IT PROJECTS 6 INCHES AND
 AW2157'IS STAMPED GASTON NO 2 1935.
 AW2157'
 AW2157'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 139.6 FEET.
 AW2157'
 AW2157'USED DISK BL-284 (AZIMUTH MARK) IS 46 FEET NORTH OF THE NORTH
 AW2157'RAIL OF THE SOUTHERN PACIFIC RAILROAD TRACKS, 41 FEET SOUTH
 AW2157'OF THE CENTER OF FARM ROAD 1093 AND 3 FEET WEST OF A WITNESS
 AW2157'POST.  IT PROJECTS 2 INCHES AND IS STAMPED BL-284.
 AW2157'
 AW2157'TO REACH THE STATION FROM THE POST OFFICE IN KATY GO WEST
 AW2157'FOR 0.05 MILE TO A CROSSTREET, TURN LEFT AND GO SOUTH FOR
 AW2157'0.15 MILE TO U.S. HIGHWAY 90, TURN RIGHT AND GO WEST ON
 AW2157'U.S. HIGHWAY 90 FOR 0.4 MILE TO THE JUNCTION WITH FARM ROAD
 AW2157'1463, TURN LEFT AND FOLLOW FARM ROAD 1463 SOUTH FOR 7.3 MILES
 AW2157'TO CROSSROADS AND JUNCTION, WITH FARM ROAD 1093, TURN LEFT AND
 AW2157'FOLLOW FARM ROAD 1093 EAST FOR 1.7 MILES TO USE DISK BL-284
 AW2157'(AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE EAST ON
 AW2157'FARM ROAD 1093 FOR 0.5 MILE TO THE DRIVEWAY LEADING INTO A
 AW2157'FARMYARD ON THE LEFT, TURN LEFT AND GO NORTH FOR 0.1 MILE
 AW2157'TO FARMYARD AND THE STATION AS DESCRIBED.
 AW2157
 AW2157                          STATION RECOVERY (1958)
 AW2157
 AW2157'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1958
 AW2157'DESCRIPTION OF THE LOCATION OF THE STATION IS VERY GOOD.
 AW2157'FOUND SURFACE MARK AND REFERENCE MARKS IN GOOD CONDITION.
 AW2157'THE GROUND AZIMUTH MARK HAS BEEN DESTROYED, BUT THE VIEW
 AW2157'OF SUGARLAND WATER TOWER IS UNIMPAIRED AND AFFORDS AN EXCELLENT
 AW2157'AZIMUTH MARK.
 AW2157
 AW2157                          STATION RECOVERY (1978)
 AW2157
 AW2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2157'ADD=109.4 FEET EAST OF A SMALL TIN BUILDING WITH A POWER POLE, AND
 AW2157'89.4 FEET EAST OF RM 2.  DELETE=59.5 FEET EAST OF THE EAST SIDE OF
 AW2157'A SMALL FRAME FARM HOUSE.
 AW2157
 AW2157                          STATION RECOVERY (1990)
 AW2157
 AW2157'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW2157'RECOVERED IN GOOD CONDITION.
 AW2157
 AW2157                          STATION RECOVERY (1993)
 AW2157
 AW2157'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2157'MARK NOT FOUND.
 AW2157
 AW2157                          STATION RECOVERY (2004)
 AW2157
 AW2157'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1646 ***********************************************************************
 FL1646  DESIGNATION -  GASTON
 FL1646  PID         -  FL1646
 FL1646  STATE/COUNTY-  TX/HUTCHINSON
 FL1646  USGS QUAD   -  PHILLIPS (1978)
 FL1646
 FL1646                         *CURRENT SURVEY CONTROL
 FL1646  ___________________________________________________________________
 FL1646* NAD 83(1993)-  35 42 01.26711(N)    101 16 23.20898(W)     ADJUSTED  
 FL1646* NAVD 88     -       942.     (meters)    3091.     (feet)  SCALED    
 FL1646  ___________________________________________________________________
 FL1646  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 FL1646  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 FL1646
 FL1646  HORZ ORDER  -  FIRST
 FL1646
 FL1646.The horizontal coordinates were established by classical geodetic methods
 FL1646.and adjusted by the National Geodetic Survey in February 1996..
 FL1646
 FL1646.The orthometric height was scaled from a topographic map.
 FL1646
 FL1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1646
 FL1646.The geoid height was determined by GEOID03.
 FL1646
 FL1646;                    North         East     Units Scale Factor Converg.
 FL1646;SPC TX N     - 1,188,656.202   220,532.423   MT  0.99992299   +0 07 53.4
 FL1646;SPC TX N     - 3,899,782.89    723,530.12   sFT  0.99992299   +0 07 53.4
 FL1646;UTM  14      - 3,953,095.307   294,340.103   MT  1.00012123   -1 19 37.0
 FL1646
 FL1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1646!SPC TX N     -   0.99985633  x   0.99992299  =   0.99977933
 FL1646!UTM  14      -   0.99985633  x   1.00012123  =   0.99997754
 FL1646
 FL1646:                Primary Azimuth Mark                     Grid Az
 FL1646:SPC TX N     -  GASTON AZ MK                             002 36 56.3
 FL1646:UTM  14      -  GASTON AZ MK                             004 04 26.7
 FL1646
 FL1646|---------------------------------------------------------------------|
 FL1646| PID    Reference Object                     Distance      Geod. Az  |
 FL1646|                                                           dddmmss.s |
 FL1646| CJ6454 GASTON AZ MK                                       0024449.7 |
 FL1646| CJ6455 GASTON RM 1                          26.811 METERS 02200     |
 FL1646| FL1659 BORGER DOWELL INC RADIO MAST        APPROX.11.2 KM 2471334.2 |
 FL1646| CJ6456 GASTON RM 2                          29.767 METERS 29216     |
 FL1646|---------------------------------------------------------------------|
 FL1646
 FL1646                          SUPERSEDED SURVEY CONTROL
 FL1646
 FL1646  NAD 83(1993)-  35 42 01.26807(N)    101 16 23.20729(W) AD(       ) 1
 FL1646  NAD 83(1986)-  35 42 01.27443(N)    101 16 23.19808(W) AD(       ) 1
 FL1646  NAD 27      -  35 42 01.12200(N)    101 16 21.62100(W) AD(       ) 1
 FL1646
 FL1646.Superseded values are not recommended for survey control.
 FL1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1646.See file dsdata.txt to determine how the superseded data were derived.
 FL1646
 FL1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9434053095(NAD 83)
 FL1646_MARKER: DS = TRIANGULATION STATION DISK
 FL1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1646_MARK LOGO: CGS   
 FL1646_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1646+STABILITY: SURFACE MOTION
 FL1646
 FL1646  HISTORY     - Date     Condition        Report By
 FL1646  HISTORY     - 1951     MONUMENTED       CGS
 FL1646  HISTORY     - 1951     GOOD             CGS
 FL1646  HISTORY     - 19851010 GOOD             NGS
 FL1646
 FL1646                          STATION DESCRIPTION
 FL1646
 FL1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1646'STATION IS LOCATED ON A HIGH RIDGE RUNNING NORTH TO THE CANDIAN
 FL1646'RIVER, AIRLINE ABOUT 7-1/4 MILES NORTHEAST OF BORGER, 5-1/2
 FL1646'MILES SOUTH OF THE CANADIAN RIVER, AND ON THE WEST RIGHT-OF-WAY
 FL1646'OF STATE HIGHWAY 280.
 FL1646'
 FL1646'STATION MARK, STAMPED GASTON 1951, IS A STANDARD DISK SET IN THE
 FL1646'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 FL1646'IT IS 70 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 93 FEET
 FL1646'NORTH OF THE CENTERLINE OF AN EAST-WEST DIRT ROAD, 40 FEET
 FL1646'SOUTH OF AN EAST-WEST FENCE AND 4 FEET SOUTH SOUTHWEST OF A
 FL1646'WITNESS POST.
 FL1646'
 FL1646'REFERENCE MARK NUMBER 1, STAMPED GASTON NO 1 1951, IS A STANDARD
 FL1646'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1646'PROJECTS 4 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 FL1646'IT IS 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 38 FEET
 FL1646'NORTH OF A FENCE CORNER.
 FL1646'
 FL1646'REFERENCE MARK NUMBER 2, STAMPED GASTON NO 2 1951, IS A STANDARD
 FL1646'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1646'PROJECTS 4 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 FL1646'IT IS 125 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST DIRT
 FL1646'ROAD AND 18 INCHES SOUTH OF AN EAST-WEST FENCE.
 FL1646'
 FL1646'AZIMUTH MARK, STAMPED GASTON 1951, IS A STANDARD DISK SET IN
 FL1646'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FL1646'INCHES.  TO REACH FROM THE STATION, GO NORTH ON STATE HIGHWAY
 FL1646'280 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS 38
 FL1646'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 18 INCHES WEST OF
 FL1646'A FENCE LINE.
 FL1646'
 FL1646'THE STATION IS REACHED AS FOLLOWS--FROM THE INTERSECTION OF STATE
 FL1646'HIGHWAY 152 AND MAIN STREET IN BORGER, GO EAST ON STATE HIGHWAY
 FL1646'152, TOWARDS PAMPA, FOR 5.9 MILES TO THE JUNCTION OF STATE
 FL1646'HIGHWAY 280.  TURN LEFT ON STATE HIGHWAY 280 AND GO NORTHERLY
 FL1646'FOR 5.0 MILES TO A ROAD INTERSECTION AND THE STATION ON THE
 FL1646'LEFT.
 FL1646'
 FL1646'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 FL1646
 FL1646                          STATION RECOVERY (1951)
 FL1646
 FL1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1646'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 FL1646'CONDITION, EXCEPT FOR A DIFFERENCE IN DISTANCE TO THE REFERENCE
 FL1646'MARKS.  THE CORRECT DISTANCES ARE AS FOLLOWS--REFERENCE MARK
 FL1646'NO. 1, HORIZONTAL DISTANCE IS 26.811 METERS OR 87.96 FEET.
 FL1646'REFERENCE MARK NO. 2, HORIZONTAL DISTANCE IS 29.767 METERS OR
 FL1646'97.66 FEET.
 FL1646'
 FL1646'PREVIOUS DESCRIPTION IS ADEQUATE FOR REACHING THE STATION.
 FL1646
 FL1646                          STATION RECOVERY (1985)
 FL1646
 FL1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 FL1646'THE STATION MARKS WERE RECOVERED AS DESCRIBED WITH THE EXCEPTION OF
 FL1646'THE AZIMUTH MARK WHICH WAS NOT FOUND.  THE STATION MARK WAS REPAIRED
 FL1646'AT THIS TIME AFTER A CHECK TO DETERMINE IF THERE IS ANY CHANGE.  THE
 FL1646'DISTANCES AND DIRECTIONS AS WELL AS THE TO REACH CHECKED WITH DATA OF
 FL1646'E.B.L RECOVERY IN 1951.  STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2156 ***********************************************************************
 AW2156  DESIGNATION -  GASTON RM 1
 AW2156  PID         -  AW2156
 AW2156  STATE/COUNTY-  TX/FORT BEND
 AW2156  USGS QUAD   -  RICHMOND NE (1980)
 AW2156
 AW2156                         *CURRENT SURVEY CONTROL
 AW2156  ___________________________________________________________________
 AW2156* NAD 83(1986)-  29 41 56.     (N)    095 48 35.     (W)     SCALED    
 AW2156* NAVD 88     -        36.81   (+/-2cm)     120.8    (feet)  VERTCON   
 AW2156  ___________________________________________________________________
 AW2156  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2156
 AW2156  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2156
 AW2156.The horizontal coordinates were scaled from a topographic map and have
 AW2156.an estimated accuracy of +/- 6 seconds.
 AW2156
 AW2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2156.The vertical order pertains to the NGVD 29 superseded value.
 AW2156
 AW2156.The geoid height was determined by GEOID03.
 AW2156
 AW2156;                    North         East    Units  Estimated Accuracy
 AW2156;SPC TXSC     - 4,210,960.      908,670.      MT  (+/- 180 meters Scaled)
 AW2156
 AW2156                          SUPERSEDED SURVEY CONTROL
 AW2156
 AW2156  NGVD 29 (04/06/79)   36.804  (m)          120.75   (f) ADJUSTED    1 2
 AW2156
 AW2156.Superseded values are not recommended for survey control.
 AW2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2156.See file dsdata.txt to determine how the superseded data were derived.
 AW2156
 AW2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN281887(NAD 83)
 AW2156_MARKER: DR = REFERENCE MARK DISK
 AW2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2156_STAMPING: GASTON NO 1 1935
 AW2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2156+STABILITY: SURFACE MOTION
 AW2156
 AW2156  HISTORY     - Date     Condition        Report By
 AW2156  HISTORY     - 1935     MONUMENTED       CGS
 AW2156  HISTORY     - 1943     GOOD             NGS
 AW2156  HISTORY     - 1978     GOOD             NGS
 AW2156  HISTORY     - 19901208 GOOD             USPSQD
 AW2156  HISTORY     - 19931204 GOOD             USPSQD
 AW2156  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2156
 AW2156                          STATION DESCRIPTION
 AW2156
 AW2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2156'5.6 MI E FROM FULSHEAR.
 AW2156'TO REACH--SAME AS TRIANGULATION STATION.  REFERENCE MARK IS 89.4 FEET
 AW2156'WEST OF THE STATION, AND 28.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AW2156'OF A SMALL FRAME FARM HOUSE.  MONUMENT PROJECTS 0.6 FOOT.  A STANDARD
 AW2156'REFERENCE-MARK DISK, STAMPED GASTON NO 1 1935 AND SET IN THE TOP OF A
 AW2156'CONCRETE POST.
 AW2156
 AW2156                          STATION RECOVERY (1978)
 AW2156
 AW2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2156'ADD=20 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL TIN BUILDING
 AW2156'WITH A POWER POLE.  DELETE=28.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AW2156'OF A SMALL FRAME HOUSE.
 AW2156
 AW2156                          STATION RECOVERY (1990)
 AW2156
 AW2156'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW2156'RECOVERED IN GOOD CONDITION.
 AW2156
 AW2156                          STATION RECOVERY (1993)
 AW2156
 AW2156'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2156'RECOVERED IN GOOD CONDITION.
 AW2156
 AW2156                          STATION RECOVERY (2004)
 AW2156
 AW2156'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2155 ***********************************************************************
 AW2155  DESIGNATION -  GASTON RM 2
 AW2155  PID         -  AW2155
 AW2155  STATE/COUNTY-  TX/FORT BEND
 AW2155  USGS QUAD   -  RICHMOND NE (1980)
 AW2155
 AW2155                         *CURRENT SURVEY CONTROL
 AW2155  ___________________________________________________________________
 AW2155* NAD 83(1986)-  29 41 57.     (N)    095 48 34.     (W)     SCALED    
 AW2155* NAVD 88     -        36.78   (+/-2cm)     120.7    (feet)  VERTCON   
 AW2155  ___________________________________________________________________
 AW2155  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2155
 AW2155  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2155
 AW2155.The horizontal coordinates were scaled from a topographic map and have
 AW2155.an estimated accuracy of +/- 6 seconds.
 AW2155
 AW2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2155.The vertical order pertains to the NGVD 29 superseded value.
 AW2155
 AW2155.The geoid height was determined by GEOID03.
 AW2155
 AW2155;                    North         East    Units  Estimated Accuracy
 AW2155;SPC TXSC     - 4,211,000.      908,700.      MT  (+/- 180 meters Scaled)
 AW2155
 AW2155                          SUPERSEDED SURVEY CONTROL
 AW2155
 AW2155  NGVD 29 (04/06/79)   36.775  (m)          120.65   (f) ADJUSTED    1 2
 AW2155
 AW2155.Superseded values are not recommended for survey control.
 AW2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2155.See file dsdata.txt to determine how the superseded data were derived.
 AW2155
 AW2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN281887(NAD 83)
 AW2155_MARKER: DR = REFERENCE MARK DISK
 AW2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2155_STAMPING: GASTON NO 2 1935
 AW2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2155+STABILITY: SURFACE MOTION
 AW2155
 AW2155  HISTORY     - Date     Condition        Report By
 AW2155  HISTORY     - 1935     MONUMENTED       CGS
 AW2155  HISTORY     - 1943     GOOD             NGS
 AW2155  HISTORY     - 1978     GOOD             NGS
 AW2155  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2155  HISTORY     - 19901208 GOOD             USPSQD
 AW2155  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2155  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW2155
 AW2155                          STATION DESCRIPTION
 AW2155
 AW2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW2155'5.6 MI E FROM FULSHEAR.
 AW2155'TO REACH-- SAME AS TRIANGULATION STATION.  REFERENCE MARK IS 108.3
 AW2155'FEET NORTH OF THE STATION, AND 3.1 FEET SOUTHWEST OF THE SOUTHWEST
 AW2155'CORNER OF A BARN.  MONUMENT PROJECTS 0.6 FOOT.  A STANDARD
 AW2155'REFERENCE-MARK DISK, STAMPED GASTON NO 2 1935 AND SET IN THE TOP OF A
 AW2155'CONCRETE POST.
 AW2155
 AW2155                          STATION RECOVERY (1978)
 AW2155
 AW2155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2155'ADD=111 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL TIN BUILDING
 AW2155'WITH A POWER POLE.  DELETE=3.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AW2155'OF A BARN.
 AW2155
 AW2155                          STATION RECOVERY (1986)
 AW2155
 AW2155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2155'NOT SEARCHED.  INADEQUATE DESCRIPTION
 AW2155
 AW2155                          STATION RECOVERY (1990)
 AW2155
 AW2155'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW2155'RECOVERED IN GOOD CONDITION.
 AW2155
 AW2155                          STATION RECOVERY (1993)
 AW2155
 AW2155'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2155'MARK NOT FOUND.
 AW2155
 AW2155                          STATION RECOVERY (2004)
 AW2155
 AW2155'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5749 ***********************************************************************
 AW5749  DESIGNATION -  GATE
 AW5749  PID         -  AW5749
 AW5749  STATE/COUNTY-  TX/CHAMBERS
 AW5749  USGS QUAD   -  MUD LAKE (1994)
 AW5749
 AW5749                         *CURRENT SURVEY CONTROL
 AW5749  ___________________________________________________________________
 AW5749* NAD 83(1993)-  29 36 31.40558(N)    094 21 29.50450(W)     ADJUSTED  
 AW5749* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AW5749  ___________________________________________________________________
 AW5749  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW5749  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW5749
 AW5749  HORZ ORDER  -  SECOND
 AW5749
 AW5749.The horizontal coordinates were established by classical geodetic methods
 AW5749.and adjusted by the National Geodetic Survey in February 1996..
 AW5749
 AW5749.The orthometric height was scaled from a topographic map.
 AW5749
 AW5749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5749
 AW5749.The geoid height was determined by GEOID03.
 AW5749
 AW5749;                    North         East     Units Scale Factor Converg.
 AW5749;SPC TXSC     - 4,205,681.175 1,049,442.542   MT  0.99987462   +2 16 26.7
 AW5749;SPC TXSC     -13,798,138.99  3,443,046.07   sFT  0.99987462   +2 16 26.7
 AW5749;UTM  15      - 3,276,200.290   368,487.993   MT  0.99981340   -0 40 16.1
 AW5749
 AW5749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5749!SPC TXSC     -   1.00000376  x   0.99987462  =   0.99987838
 AW5749!UTM  15      -   1.00000376  x   0.99981340  =   0.99981716
 AW5749
 AW5749:                Primary Azimuth Mark                     Grid Az
 AW5749:SPC TXSC     -  NEEL                                     060 24 49.9
 AW5749:UTM  15      -  NEEL                                     063 21 32.7
 AW5749
 AW5749|---------------------------------------------------------------------|
 AW5749| PID    Reference Object                     Distance      Geod. Az  |
 AW5749|                                                           dddmmss.s |
 AW5749| AW5746 NEEL                                APPROX. 5.5 KM 0624116.6 |
 AW5749| CV9810 GATE RM 1                            24.750 METERS 23558     |
 AW5749| CV9811 GATE RM 2                            26.842 METERS 33817     |
 AW5749|---------------------------------------------------------------------|
 AW5749
 AW5749                          SUPERSEDED SURVEY CONTROL
 AW5749
 AW5749  NAD 83(1993)-  29 36 31.40508(N)    094 21 29.50361(W) AD(       ) 2
 AW5749  NAD 83(1986)-  29 36 31.42597(N)    094 21 29.48436(W) AD(       ) 2
 AW5749  NAD 27      -  29 36 30.60590(N)    094 21 28.80340(W) AD(       ) 2
 AW5749
 AW5749.Superseded values are not recommended for survey control.
 AW5749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5749.See file dsdata.txt to determine how the superseded data were derived.
 AW5749
 AW5749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN6848876200(NAD 83)
 AW5749_MARKER: DS = TRIANGULATION STATION DISK
 AW5749_SETTING: 0 = UNSPECIFIED SETTING
 AW5749
 AW5749  HISTORY     - Date     Condition        Report By
 AW5749  HISTORY     - 1934     MONUMENTED       CGS
 AW5749  HISTORY     - 1947     GOOD             CGS
 AW5749  HISTORY     - 1960     GOOD             CGS
 AW5749
 AW5749                          STATION DESCRIPTION
 AW5749
 AW5749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AW5749'STATION IS LOCATED ON INTRACOSTAL CANAL, APPROXIMATELY 2.1
 AW5749'MILES NE OF THE BEAUMONT-HIGH ISLAND BRIDGE.  IT IS 44.5 METERS
 AW5749'INSHORE, ON THE S BANK OF CANAL, APPROXIMATELY 250 METERS W OF
 AW5749'A SMALL CONCRETE DRAINAGE GATE, AND ON TOP OF AN 8-FOOT SPOIL
 AW5749'BANK.  THE AREA IS DEVOID OF OTHER REFERENCES.
 AW5749'
 AW5749'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 AW5749'6-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE SPOIL BANK.
 AW5749'IT IS STAMPED GATE 1934.
 AW5749'
 AW5749'REFERENCE MARK 1 IS NE ALONG THE SPOIL BANK AT ABOUT THE SAME
 AW5749'ELEVATION AS THE STATION MARK.  IT IS A BRONZE REFERENCE
 AW5749'DISK SET IN THE TOP OF A 6-INCH CONCRETE-FILLED TILE.  STAMPED
 AW5749'R.M. 1 1934.
 AW5749'
 AW5749'REFERENCE MARK 2 IS 18 METERS INSHORE, BETWEEN THE STATION
 AW5749'AND THE CANAL, AND IS APPROXIMATELY 5 FEET LOWER THAN THE
 AW5749'STATION.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 AW5749'6-INCH CONCRETE-FILLED TILE.  STAMPED R.M. 2 1934.
 AW5749
 AW5749                          STATION RECOVERY (1947)
 AW5749
 AW5749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5749'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AW5749'AS DESCRIBED, EXCEPT THE STATION IS NOW 39.0 METERS INSHORE AND
 AW5749'IS 28.0 METERS N OF SMALL KNOLL.
 AW5749
 AW5749                          STATION RECOVERY (1960)
 AW5749
 AW5749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5749'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 AW5749'STATION IS IN CHAMBERS COUNTY INSTEAD OF JEFFERSON COUNTY.
 AW5749'REVISED DESCRIPTION FOLLOWS.
 AW5749'
 AW5749'THE STATION IS LOCATED ON THE SOUTH BANK OF THE INTRACOASTAL
 AW5749'WATERWAY ABOUT 2.1 MILES NORTHEAST OF THE BEAUMONT-HIGH
 AW5749'ISLAND BRIDGE.  STATION IS ON TOP OF THE SPOIL BANK ABOUT 2800
 AW5749'FEET NORTHEAST OF THE MOST EASTERLY INTERSECTION OF MUD BAYOU
 AW5749'AND THE INTRACOASTAL WATERWAY, ABOUT 1000 FEET SOUTHWEST OF
 AW5749'TWO LOW SPOIL BANKS PERPINDICULAR TO THE WATERWAY ON THE NORTH
 AW5749'SIDE AND 2.0 FEET SOUTHWEST OF A WITNESS POST.  A STANDARD DISK
 AW5749'STAMPED GATE 1934 IN TOP OF A 6 INCH TILE PROJECTING 0.5
 AW5749'FOOT.
 AW5749'
 AW5749'R.M. 1 IS SOUTHWEST OF THE STATION ALONG THE TOP OF THE SPOIL
 AW5749'BANK.  A STANDARD DISK STAMPED NO. 1 1934 IN TOP OF A 6 INCH
 AW5749'TILE PROJECTING 1 FOOT.
 AW5749'
 AW5749'R.M. 2 IS NORTH OF THE STATION 6.0 FEET SOUTH OF THE CANAL
 AW5749'BANK.  A STANDARD DISK STAMPED NO. 2 1934 IN TOP OF A 6 INCH TILE
 AW5749'PROJECTING 2 INCHES.
 AW5749'
 AW5749'THE DISTANCES TO THE R.M.S WERE VERIFIED AS FOLLOWS R.M. 1
 AW5749'81.20 FEET, 24.750 METERS, R.M. 2 88.06 FEET, 26.842 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1455 ***********************************************************************
 AE1455  DESIGNATION -  GATES
 AE1455  PID         -  AE1455
 AE1455  STATE/COUNTY-  TX/HIDALGO
 AE1455  USGS QUAD   -  LA BLANCA (1982)
 AE1455
 AE1455                         *CURRENT SURVEY CONTROL
 AE1455  ___________________________________________________________________
 AE1455* NAD 83(1993)-  26 17 32.59580(N)    098 02 16.25832(W)     ADJUSTED  
 AE1455* NAVD 88     -        21.     (meters)      69.     (feet)  VERTCON   
 AE1455  ___________________________________________________________________
 AE1455  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AE1455  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 AE1455
 AE1455  HORZ ORDER  -  FIRST
 AE1455
 AE1455.The horizontal coordinates were established by classical geodetic methods
 AE1455.and adjusted by the National Geodetic Survey in February 1996..
 AE1455
 AE1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1455
 AE1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1455
 AE1455.The geoid height was determined by GEOID03.
 AE1455
 AE1455;                    North         East     Units Scale Factor Converg.
 AE1455;SPC TX S     - 5,069,410.667   346,152.853   MT  0.99997071   +0 12 35.4
 AE1455;SPC TX S     -16,631,891.50  1,135,669.82   sFT  0.99997071   +0 12 35.4
 AE1455;UTM  14      - 2,908,421.847   596,052.922   MT  0.99971391   +0 25 34.4
 AE1455
 AE1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1455!SPC TX S     -   1.00000044  x   0.99997071  =   0.99997115
 AE1455!UTM  14      -   1.00000044  x   0.99971391  =   0.99971435
 AE1455
 AE1455:                Primary Azimuth Mark                     Grid Az
 AE1455:SPC TX S     -  GATES RM 4                               001 17 23.2
 AE1455:UTM  14      -  GATES RM 4                               001 04 24.2
 AE1455
 AE1455|---------------------------------------------------------------------|
 AE1455| PID    Reference Object                     Distance      Geod. Az  |
 AE1455|                                                           dddmmss.s |
 AE1455| CV3210 GATES RM 4                                         0012958.6 |
 AE1455| CV3207 GATES RM 1                           25.423 METERS 00907     |
 AE1455| CV3209 GATES RM 3                           21.513 METERS 00914     |
 AE1455| AE1453 ENGLEMAN PRODUCTS CO TANK           APPROX. 5.2 KM 0275105.1 |
 AE1455| AB1662 MONTE ALTO MUNICIPAL TANK           APPROX.11.5 KM 0335820.0 |
 AE1455| AB1657 EDCOUCH MUNICIPAL TANK              APPROX. 7.4 KM 0861358.8 |
 AE1455| CV3208 GATES RM 2                           20.709 METERS 26005     |
 AE1455| CV3206 GATES AZ MK                                        2794107.1 |
 AE1455|---------------------------------------------------------------------|
 AE1455
 AE1455                          SUPERSEDED SURVEY CONTROL
 AE1455
 AE1455  NAD 83(1986)-  26 17 32.60229(N)    098 02 16.22222(W) AD(       ) 1
 AE1455  NAD 27      -  26 17 31.34863(N)    098 02 15.20194(W) AD(       ) 1
 AE1455  NGVD 29 (07/19/86)   21.     (m)           69.     (f) VERT ANG       
 AE1455
 AE1455.Superseded values are not recommended for survey control.
 AE1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1455.See file dsdata.txt to determine how the superseded data were derived.
 AE1455
 AE1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ9605308422(NAD 83)
 AE1455_MARKER: DS = TRIANGULATION STATION DISK
 AE1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1455
 AE1455  HISTORY     - Date     Condition        Report By
 AE1455  HISTORY     - 1946     MONUMENTED       CGS
 AE1455  HISTORY     - 1949     GOOD             TXHD
 AE1455  HISTORY     - 1958     GOOD             LOCENG
 AE1455  HISTORY     - 1960     GOOD             CGS
 AE1455  HISTORY     - 1962     GOOD             USGS
 AE1455  HISTORY     - 1974     GOOD             NGS
 AE1455
 AE1455                          STATION DESCRIPTION
 AE1455
 AE1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1455'STATION IS LOCATED 8.2 MILES EAST OF THE COURTHOUSE IN EDINBURG
 AE1455'IN THE SOUTHWEST ANGLE OF STATE HIGHWAY 107 AND PAVED ROAD IN THE
 AE1455'VILLAGE OF LA BLANCA ON PROPERTY OWNED BY MR. GATES.  IT IS
 AE1455'40 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 158 FEET
 AE1455'SOUTH OF THE INTERSECTION OF STATE HIGHWAY 107 AND PAVED ROAD,
 AE1455'10 FEET NORTH OF A FENCELINE AND 74 FEET SOUTHEAST OF THE
 AE1455'SOUTHEAST CORNER OF MR. GATES HOUSE.  THE MARK IS FLUSH AND
 AE1455'THE DISK IS STAMPED GATES 1946.
 AE1455'
 AE1455'REFERENCE MARK NO. 1 IS 83.41 FEET NORTH OF THE STATION.  IT
 AE1455'IS 34.5 FEET EAST OF THE NORTHEAST CORNER OF HOUSE AND 45 FEET
 AE1455'NORTHEAST OF THE SOUTHEAST CORNER OF HOUSE.  THE MARK IS
 AE1455'FLUSH AND THE DISK IS STAMPED GATES NO 1 1946.
 AE1455'
 AE1455'REFERENCE MARK NO. 2 IS 67.95 FEET WEST OF THE STATION.  IT
 AE1455'IS 1 FOOT NORTH OF A EAST-WEST FENCELINE.  THE MARK IS FLUSH
 AE1455'AND THE DISK IS STAMPED GATES NO 2 1946.
 AE1455'
 AE1455'AZIMUTH MARK IS 0.15 MILES WEST OF THE STATION ON THE SOUTH
 AE1455'SIDE OF STATE HIGHWAY 107.  IT IS 34 FEET SOUTH OF THE CENTERLINE
 AE1455'OF STATE HIGHWAY 107, 1 FOOT EAST OF A TELEPHONE POLE AND 1.5
 AE1455'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 AE1455'THE DISK IS STAMPED GATES 1946.
 AE1455'
 AE1455'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AE1455
 AE1455                          STATION RECOVERY (1949)
 AE1455
 AE1455'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AE1455'GOOD.  STATION AND R.M.S AND AZ. RECOVERED IN GOOD CONDITION AS
 AE1455'DESCRIBED.
 AE1455
 AE1455                          STATION RECOVERY (1958)
 AE1455
 AE1455'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958 (WF)
 AE1455'RECOVERED BY PLYMOUTH OIL CO
 AE1455'
 AE1455'STATION FOUND IN GOOD CONDITION.  AZIMUTH MARK DESTROYED.
 AE1455'REFERENCE MARKS NOT SEARCHED FOR.
 AE1455
 AE1455                          STATION RECOVERY (1960)
 AE1455
 AE1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KMB)
 AE1455'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION
 AE1455'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 AE1455'CORRECT.
 AE1455
 AE1455                          STATION RECOVERY (1962)
 AE1455
 AE1455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE1455'STATION RECOVERED AS DESCRIBED.  R.M. 1 AND R.M. 2 NOT FOUND.
 AE1455'AZIMUTH MARK OK.
 AE1455
 AE1455                          STATION RECOVERY (1974)
 AE1455
 AE1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1455'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 AE1455'CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE SEARCHED
 AE1455'FOR BUT WERE NOT FOUND.  THE DISTANCE AND DIRECTION TO REFERENCE
 AE1455'MARK 2 CHECKED THE PREVIOUS DATA.  REFERENCE MARKS 3 AND 4
 AE1455'WERE ESTABLISHED AT THIS TIME.  DUE TO THE ABOVE CHANGES A
 AE1455'NEW DESCRIPTION FOLLOWS.
 AE1455'
 AE1455'THE STATION IS ABOUT 7-3/4 MILES EAST AND 1/2 MILE SOUTH OF
 AE1455'EDINBURG, 2-3/4 MILES WEST OF ELSA, IN THE SMALL VILLAGE OF
 AE1455'LA BLANCA AND ON PROPERTY OF HERMINIO VALLEJO WHO LIVES AT
 AE1455'THE STATION TELEPHONE NUMBER 262-2456.
 AE1455'
 AE1455'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 AE1455'OF STATE HIGHWAY 107 AND FARM ROAD 493 IN THE SMALL VILLAGE
 AE1455'OF LA BLANCA.  TO REACH REFERENCE MARK 4 FROM THE STATION GO
 AE1455'NORTH ON FARM ROAD 493 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 AE1455'
 AE1455'THE STATION MARK IS A STANDARD DISK, STAMPED GATES 1946, SET
 AE1455'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 4
 AE1455'INCHES BELOW THE SURFACE.  IT IS 160 FEET SOUTH OF THE CENTER
 AE1455'LINE OF THE EASTBOUND LANE OF STATE HIGHWAY 107, 108 FEET
 AE1455'SOUTHWEST OF THE SOUTHWEST CORNER OF THE LA BLANCA POST OFFICE,
 AE1455'49 FEET SOUTH OF TELEPHONE LINE POLE NUMBERED 303, 41 FEET WEST
 AE1455'OF THE CENTER OF FARM ROAD 493 AND 10 FEET NORTH OF A FENCE
 AE1455'CORNER.
 AE1455'
 AE1455'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GATES NO 2 1946,
 AE1455'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 AE1455'FLUSH WITH THE GROUND.  IT IS 172 FEET SOUTH OF THE EASTBOUND
 AE1455'LANE OF STATE HIGHWAY 107, 111 FEET WEST OF THE CENTER OF FARM
 AE1455'ROAD 493, 91 FEET SOUTHWEST OF TELEPHONE LINE POLE NUMBERED
 AE1455'303 AND ABOUT THE SAME ELEVATION AS THE STATION.
 AE1455'
 AE1455'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GATES 1946 NO
 AE1455'3 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1455'MONUMENT THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 91
 AE1455'FEET WEST OF THE NORTHWEST CORNER OF THE LA BLANCA POST OFFICE,
 AE1455'89-1/2 FEET SOUTH OF THE EASTBOUND LANE OF STATE HIGHWAY 107,
 AE1455'32.2 FEET NORTHEAST OF TELEPHONE LINE POLE NUMBERED 303, 30
 AE1455'FEET WEST OF THE CENTER OF FARM ROAD 493 AND ABOUT THE SAME
 AE1455'ELEVATION AS THE STATION.
 AE1455'
 AE1455'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED AZ GATES NO 4 1974,
 AE1455'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AE1455'IS FLUSH WITH THE GROUND.  IT IS 51 FEET EAST OF THE CENTER
 AE1455'OF FARM ROAD 493, 20 FEET SOUTH OF THE CENTER OF A DRIVEWAY
 AE1455'LEADING TO A OIL STORAGE AREA, 2 FEET WEST OF A POWER LINE POLE
 AE1455'AND 2 FEET NORTHWEST OF A WITNESS POST.  THIS MARK WILL
 AE1455'SERVE AS THE AZIMUTH MARK.
 AE1455'
 AE1455'HEIGHT OF LIGHT ABOVE STATION MARK 89.0 FEET.
 AE1455'
 AE1455'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LA BLANCA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1348 ***********************************************************************
 AJ1348  DESIGNATION -  GATES
 AJ1348  PID         -  AJ1348
 AJ1348  STATE/COUNTY-  TX/WEBB
 AJ1348  USGS QUAD   -  MILLS BENNETT (1968)
 AJ1348
 AJ1348                         *CURRENT SURVEY CONTROL
 AJ1348  ___________________________________________________________________
 AJ1348* NAD 83(1993)-  27 44 11.87955(N)    098 49 54.70634(W)     ADJUSTED  
 AJ1348* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 AJ1348  ___________________________________________________________________
 AJ1348  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AJ1348  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AJ1348
 AJ1348  HORZ ORDER  -  THIRD
 AJ1348
 AJ1348.The horizontal coordinates were established by classical geodetic methods
 AJ1348.and adjusted by the National Geodetic Survey in February 1996..
 AJ1348
 AJ1348.The orthometric height was scaled from a topographic map.
 AJ1348
 AJ1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1348
 AJ1348.The geoid height was determined by GEOID03.
 AJ1348
 AJ1348;                    North         East     Units Scale Factor Converg.
 AJ1348;SPC TX S     - 5,229,384.430   267,279.121   MT  0.99997695   -0 09 02.4
 AJ1348;SPC TX S     -17,156,738.75    876,898.25   sFT  0.99997695   -0 09 02.4
 AJ1348;UTM  14      - 3,068,039.756   516,571.699   MT  0.99960339   +0 04 41.7
 AJ1348
 AJ1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1348!SPC TX S     -   0.99997364  x   0.99997695  =   0.99995059
 AJ1348!UTM  14      -   0.99997364  x   0.99960339  =   0.99957704
 AJ1348
 AJ1348:                Primary Azimuth Mark                     Grid Az
 AJ1348:SPC TX S     -  BILLINGS                                 186 09 32.8
 AJ1348:UTM  14      -  BILLINGS                                 185 55 48.7
 AJ1348
 AJ1348|---------------------------------------------------------------------|
 AJ1348| PID    Reference Object                     Distance      Geod. Az  |
 AJ1348|                                                           dddmmss.s |
 AJ1348| AJ1349 BILLINGS                            APPROX.11.6 KM 1860030.4 |
 AJ1348|---------------------------------------------------------------------|
 AJ1348
 AJ1348                          SUPERSEDED SURVEY CONTROL
 AJ1348
 AJ1348  NAD 83(1986)-  27 44 11.88340(N)    098 49 54.68260(W) AD(       ) 3
 AJ1348  NAD 27      -  27 44 10.78005(N)    098 49 53.58326(W) AD(       ) 3
 AJ1348
 AJ1348.Superseded values are not recommended for survey control.
 AJ1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1348.See file dsdata.txt to determine how the superseded data were derived.
 AJ1348
 AJ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR1657268040(NAD 83)
 AJ1348
 AJ1348  HISTORY     - Date     Condition        Report By
 AJ1348  HISTORY     - UNK      MONUMENTED
 AJ1348  HISTORY     - 1968     POOR             USGS
 AJ1348
 AJ1348                          STATION DESCRIPTION
 AJ1348
 AJ1348'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ1348'FROM BRUNI GO N. 15 MI. TO MOGLIAS STORE, THEN NORTHWARD 15 MI. TO
 AJ1348'BILLINGS RANCH.  AFTER PASSING BILLINGS RANCH GO THRU THREE GATES.
 AJ1348'THE THIRD GATE IS ON TOP OF DIVIDE OVERLOOKING GATES RANCH 4.0 MI. N.
 AJ1348'AND AT END OF LONG TANGENT IN RD., FROM THIS GATE TURN EASTWARD ALONG
 AJ1348'FENCE TO CORNER 0.25 MI. E. OF RD. THEN 200 YARDS NE. TO STATION WHICH
 AJ1348'IS ON NORTHWESTERN END OF RIDGE WHICH IS SLIGHTLY HIGHER TO E.
 AJ1348'
 AJ1348'FOUND DISTURBED.
 AJ1348'
 AJ1348'STATION MARK - STANDARD IRON POST SET IN GROUND, PROJECTING 18 IN.
 AJ1348'
 AJ1348'REFERENCE MARK - BOLT IN CONCRETE POST 77.92 FT. FROM STATION,
 AJ1348'N 89 DEG 19 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0988 ***********************************************************************
 BZ0988  DESIGNATION -  GATESVILLE
 BZ0988  PID         -  BZ0988
 BZ0988  STATE/COUNTY-  TX/CORYELL
 BZ0988  USGS QUAD   -  GATESVILLE WEST (1995)
 BZ0988
 BZ0988                         *CURRENT SURVEY CONTROL
 BZ0988  ___________________________________________________________________
 BZ0988* NAD 83(1986)-  31 26 05.     (N)    097 45 01.     (W)     SCALED    
 BZ0988* NAVD 88     -       249.408  (meters)     818.27   (feet)  ADJUSTED  
 BZ0988  ___________________________________________________________________
 BZ0988  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BZ0988  DYNAMIC HT  -         249.081 (meters)     817.19  (feet)  COMP
 BZ0988  MODELED GRAV-     979,323.1   (mgal)                       NAVD 88
 BZ0988
 BZ0988  VERT ORDER  -  SECOND    CLASS 0
 BZ0988
 BZ0988.The horizontal coordinates were scaled from a topographic map and have
 BZ0988.an estimated accuracy of +/- 6 seconds.
 BZ0988
 BZ0988.The orthometric height was determined by differential leveling
 BZ0988.and adjusted by the National Geodetic Survey in June 1991..
 BZ0988
 BZ0988.The geoid height was determined by GEOID03.
 BZ0988
 BZ0988.The dynamic height is computed by dividing the NAVD 88
 BZ0988.geopotential number by the normal gravity value computed on the
 BZ0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0988.degrees latitude (g = 980.6199 gals.).
 BZ0988
 BZ0988.The modeled gravity was interpolated from observed gravity values.
 BZ0988
 BZ0988;                    North         East    Units  Estimated Accuracy
 BZ0988;SPC TX C     - 3,198,850.      945,520.      MT  (+/- 180 meters Scaled)
 BZ0988
 BZ0988                          SUPERSEDED SURVEY CONTROL
 BZ0988
 BZ0988  NGVD 29 (??/??/92)  249.346  (m)          818.06   (f) ADJ UNCH    2 0
 BZ0988
 BZ0988.Superseded values are not recommended for survey control.
 BZ0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0988.See file dsdata.txt to determine how the superseded data were derived.
 BZ0988
 BZ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV187784(NAD 83)
 BZ0988_MARKER: DB = BENCH MARK DISK
 BZ0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0988_SP_SET: WALL
 BZ0988_STAMPING: GATESVILLE 1933
 BZ0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0988
 BZ0988  HISTORY     - Date     Condition        Report By
 BZ0988  HISTORY     - 1933     MONUMENTED       CGS
 BZ0988  HISTORY     - 1944     GOOD             NGS
 BZ0988  HISTORY     - 20010317 GOOD             USPSQD
 BZ0988
 BZ0988                          STATION DESCRIPTION
 BZ0988
 BZ0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 BZ0988'IN GATESVILLE.
 BZ0988'AT GATESVILLE, CORYELL COUNTY, AT THE CITY HALL, IN THE CONCRETE WALL
 BZ0988'ON THE EIGHTH STREET SIDE OF THE BUILDING, 3 FEET NORTH OF THE MAIN
 BZ0988'ENTRANCE, AND 1-3/4 FEET ABOVE THE SIDEWALK, AND SET VERTICALLY.
 BZ0988
 BZ0988                          STATION RECOVERY (2001)
 BZ0988
 BZ0988'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1437 ***********************************************************************
 BZ1437  DESIGNATION -  GATESVILLE
 BZ1437  PID         -  BZ1437
 BZ1437  STATE/COUNTY-  TX/CORYELL
 BZ1437  USGS QUAD   -  GATESVILLE WEST (1995)
 BZ1437
 BZ1437                         *CURRENT SURVEY CONTROL
 BZ1437  ___________________________________________________________________
 BZ1437* NAD 83(1993)-  31 26 19.02333(N)    097 49 39.02018(W)     ADJUSTED  
 BZ1437* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 BZ1437  ___________________________________________________________________
 BZ1437  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 BZ1437  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BZ1437
 BZ1437  HORZ ORDER  -  SECOND
 BZ1437
 BZ1437.The horizontal coordinates were established by classical geodetic methods
 BZ1437.and adjusted by the National Geodetic Survey in February 1996..
 BZ1437
 BZ1437.The orthometric height was scaled from a topographic map.
 BZ1437
 BZ1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1437
 BZ1437.The geoid height was determined by GEOID03.
 BZ1437
 BZ1437;                    North         East     Units Scale Factor Converg.
 BZ1437;SPC TX C     - 3,199,114.938   938,173.439   MT  0.99991076   +1 17 26.3
 BZ1437;SPC TX C     -10,495,762.93  3,077,990.69   sFT  0.99991076   +1 17 26.3
 BZ1437;UTM  14      - 3,478,808.125   611,421.385   MT  0.99975312   +0 36 41.8
 BZ1437
 BZ1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1437!SPC TX C     -   0.99995698  x   0.99991076  =   0.99986775
 BZ1437!UTM  14      -   0.99995698  x   0.99975312  =   0.99971011
 BZ1437
 BZ1437|---------------------------------------------------------------------|
 BZ1437| PID    Reference Object                     Distance      Geod. Az  |
 BZ1437|                                                           dddmmss.s |
 BZ1437| CV4081 GATESVILLE RM 1                      30.428 METERS 05334     |
 BZ1437| CV4080 GATESVILLE AZ MK                                   0845008.4 |
 BZ1437| BZ1334 GATESVILLE WATER TANK               APPROX. 7.7 KM 0922227.2 |
 BZ1437| BZ1335 GATESVILLE CORYELL CO CTHSE         APPROX. 7.4 KM 0933345.2 |
 BZ1437| CV4082 GATESVILLE RM 2                      18.010 METERS 30752     |
 BZ1437|---------------------------------------------------------------------|
 BZ1437
 BZ1437                          SUPERSEDED SURVEY CONTROL
 BZ1437
 BZ1437  NAD 83(1986)-  31 26 19.03199(N)    097 49 39.00380(W) AD(       ) 2
 BZ1437  NAD 27      -  31 26 18.44200(N)    097 49 37.91600(W) AD(       ) 2
 BZ1437
 BZ1437.Superseded values are not recommended for survey control.
 BZ1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1437.See file dsdata.txt to determine how the superseded data were derived.
 BZ1437
 BZ1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1142178808(NAD 83)
 BZ1437_MARKER: DS = TRIANGULATION STATION DISK
 BZ1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1437
 BZ1437  HISTORY     - Date     Condition        Report By
 BZ1437  HISTORY     - 1943     MONUMENTED       CGS
 BZ1437  HISTORY     - 1947     GOOD             USGS
 BZ1437  HISTORY     - 1957     GOOD             AMS
 BZ1437  HISTORY     - 1970     GOOD             NGS
 BZ1437  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1437
 BZ1437                          STATION DESCRIPTION
 BZ1437
 BZ1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1437'ABOUT 4-3/4 MILES W OF GATESVILLE.  ON THE TOP OF THE S END
 BZ1437'OF A SMALL BARE HILL JUST N OF U.S. HIGHWAY 84.  THE STATION
 BZ1437'IS 96 PACES NE OF FENCE GATE ALONG ROUTE 84 AND 66 PACES NW
 BZ1437'OF ANOTHER GATE.  THE MARK IS SET FLUSH WITH THE GROUND AND
 BZ1437'IS STAMPED GATESVILLE 1943.
 BZ1437'
 BZ1437'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1437'DISKS SET IN CONCRETE.
 BZ1437'
 BZ1437'REFERENCE MARK NO. 1 IS ENE OF THE STATION SET FLUSH WITH THE
 BZ1437'GROUND IN THE OPEN FIELD.
 BZ1437'
 BZ1437'REFERENCE MARK NO. 2 IS NW OF THE STATION SET FLUSH WITH THE
 BZ1437'GROUND IN THE OPEN FIELD.
 BZ1437'
 BZ1437'THE AZIMUTH MARK IS ABOUT 0.5 MILE E OF THE STATION, 15 PACES
 BZ1437'N OF ROUTE 84, 4 FEET S OF THE FENCE LINE.  THE MARK IS 0.35
 BZ1437'MILE E OF THE RIGHT TURN, N, OFF ROUTE 84 LEADING TO THE
 BZ1437'STATION.  THE MARK PROJECTS 12 INCHES.
 BZ1437'
 BZ1437'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 BZ1437'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BZ1437'
 BZ1437'REACHED FROM THE COURTHOUSE IN GATESVILLE BY GOING W ON U.S.
 BZ1437'HIGHWAY 84 FOR 4.85 MILES TO A FARM ROAD GOING TO THE RIGHT,
 BZ1437'OPPOSITE 4 STONE GATE POSTS WITH WHITE PICKET FENCE BETWEEN
 BZ1437'THE OUTER POSTS.  THEN TURN RIGHT AND FOLLOW FARM ROAD W
 BZ1437'ALONG THE TOP OF HIGHWAY BANK FOR 0.1 MILE TO A GATE AT FENCE
 BZ1437'CORNER.  PASS THROUGH GATE AND THEN GO NW ABOUT 96 YARDS TO
 BZ1437'TOP OF HILL AND STATION SITE.
 BZ1437'
 BZ1437'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BZ1437
 BZ1437                          STATION RECOVERY (1947)
 BZ1437
 BZ1437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 BZ1437'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK FOUND AS
 BZ1437'DESCRIBED.  STATION MARK IS STAMPED GATESVILLE.
 BZ1437
 BZ1437                          STATION RECOVERY (1957)
 BZ1437
 BZ1437'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1437'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 BZ1437'GOOD CONDITION.
 BZ1437
 BZ1437                          STATION RECOVERY (1970)
 BZ1437
 BZ1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WFF)
 BZ1437'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 BZ1437'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW TO REACH THE
 BZ1437'STATION FOLLOWS--
 BZ1437'
 BZ1437'TO REACH FROM THE COURTHOUSE IN GATESVILLE, GO WEST ON U.S.
 BZ1437'HIGHWAY 84 FOR 4.7 MILES TO A 4 STONE GATE POSTS WITH A
 BZ1437'WHITE PICKET FENCE ON THE LEFT SIDE OF THE ROAD.  PASS THE
 BZ1437'GATE AND CONTINUE WEST ON U.S. 84 FOR 0.15 MILE TO A DIRT
 BZ1437'FARM ROAD ON THE RIGHT.  TURN RIGHT, AND GO NORTH FOR .1 MILE
 BZ1437'TO THE TOP OF THE RISE, SWING RIGHT INTO AN OPEN FIELD AND
 BZ1437'GO SOUTHEAST FOR .07 MILE TO THE STATION ON THE SOUTHERN
 BZ1437'PART OF A FLAT HILLTOP.
 BZ1437'
 BZ1437'THE STATION IS 246 FEET NORTH OF THE CENTER LINE OF U.S. 84,
 BZ1437'235.5 FEET EAST OF THE DIRT TRACK ROAD LEADING TO THE STATION,
 BZ1437'AND 227.0 FEET WEST OF A NORTH AND SOUTH WIRE FENCE LINE ON THE
 BZ1437'EAST SIDE OF THE OPEN FIELD.
 BZ1437'
 BZ1437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.85 MILES
 BZ1437'WEST OF GATESVILLE
 BZ1437
 BZ1437                          STATION RECOVERY (2001)
 BZ1437
 BZ1437'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ1437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1335 ***********************************************************************
 BZ1335  DESIGNATION -  GATESVILLE CORYELL CO CTHSE
 BZ1335  PID         -  BZ1335
 BZ1335  STATE/COUNTY-  TX/CORYELL
 BZ1335  USGS QUAD   -  GATESVILLE EAST (1994)
 BZ1335
 BZ1335                         *CURRENT SURVEY CONTROL
 BZ1335  ___________________________________________________________________
 BZ1335* NAD 83(1993)-  31 26 04.05510(N)    097 45 00.19954(W)     ADJUSTED  
 BZ1335* NAVD 88     -                                                        
 BZ1335  ___________________________________________________________________
 BZ1335  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 BZ1335  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BZ1335
 BZ1335  HORZ ORDER  -  THIRD
 BZ1335
 BZ1335.The horizontal coordinates were established by classical geodetic methods
 BZ1335.and adjusted by the National Geodetic Survey in February 1996..
 BZ1335
 BZ1335
 BZ1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1335
 BZ1335.The geoid height was determined by GEOID03.
 BZ1335
 BZ1335;                    North         East     Units Scale Factor Converg.
 BZ1335;SPC TX C     - 3,198,822.481   945,544.309   MT  0.99991021   +1 19 49.9
 BZ1335;SPC TX C     -10,494,803.42  3,102,173.29   sFT  0.99991021   +1 19 49.9
 BZ1335;UTM  14      - 3,478,428.421   618,787.190   MT  0.99977404   +0 39 07.0
 BZ1335
 BZ1335                          SUPERSEDED SURVEY CONTROL
 BZ1335
 BZ1335  NAD 83(1986)-  31 26 04.06365(N)    097 45 00.18284(W) AD(       ) 4
 BZ1335  NAD 27      -  31 26 03.47900(N)    097 44 59.10000(W) AD(       ) 3
 BZ1335
 BZ1335.Superseded values are not recommended for survey control.
 BZ1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1335.See file dsdata.txt to determine how the superseded data were derived.
 BZ1335
 BZ1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1878778428(NAD 83)
 BZ1335_MARKER: 75 = BELFRY
 BZ1335
 BZ1335  HISTORY     - Date     Condition        Report By
 BZ1335  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1335  HISTORY     - 1957     GOOD             AMS
 BZ1335  HISTORY     - 1965     GOOD             CGS
 BZ1335  HISTORY     - 20010317 GOOD             USPSQD
 BZ1335
 BZ1335                          STATION DESCRIPTION
 BZ1335
 BZ1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1335'THIS INTERSECTION STATION IS THE COURTHOUSE LOCATED IN THE
 BZ1335'TOWN OF GATESVILLE.  IT IS A BROWN STONE BUILDING THREE STORIES
 BZ1335'HIGH WITH A TOWER IN THE CENTER PROJECTING ABOUT 30 FEET
 BZ1335'ABOVE THE ROOF WITH A SMALL OCTAGONAL BELFRY AT THE TOP.
 BZ1335'THE POINT LOCATED WAS THE BALL AT THE APEX OF THE BELFRY.
 BZ1335
 BZ1335                          STATION RECOVERY (1957)
 BZ1335
 BZ1335'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1335'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1335
 BZ1335                          STATION RECOVERY (1965)
 BZ1335
 BZ1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 BZ1335'STATION FOUND GOOD CONDITION.  DESCRIPTION CORRECT.
 BZ1335
 BZ1335                          STATION RECOVERY (2001)
 BZ1335
 BZ1335'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1015 ***********************************************************************
 CT1015  DESIGNATION -  GATLIN
 CT1015  PID         -  CT1015
 CT1015  STATE/COUNTY-  TX/ERATH
 CT1015  USGS QUAD   -  HUCKABAY (1979)
 CT1015
 CT1015                         *CURRENT SURVEY CONTROL
 CT1015  ___________________________________________________________________
 CT1015* NAD 83(1993)-  32 19 51.04630(N)    098 15 17.68106(W)     ADJUSTED  
 CT1015* NAVD 88     -       453.15   (+/-2cm)    1486.7    (feet)  VERTCON   
 CT1015  ___________________________________________________________________
 CT1015  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CT1015  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 CT1015
 CT1015  HORZ ORDER  -  FIRST
 CT1015  VERT ORDER  -  THIRD ? (See Below)
 CT1015
 CT1015.The horizontal coordinates were established by classical geodetic methods
 CT1015.and adjusted by the National Geodetic Survey in February 1996..
 CT1015
 CT1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1015.The vertical order pertains to the NGVD 29 superseded value.
 CT1015
 CT1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1015
 CT1015.The geoid height was determined by GEOID03.
 CT1015
 CT1015;                    North         East     Units Scale Factor Converg.
 CT1015;SPC TXNC     - 2,073,679.005   623,074.497   MT  0.99995115   +0 08 01.2
 CT1015;SPC TXNC     - 6,803,395.20  2,044,203.58   sFT  0.99995115   +0 08 01.2
 CT1015;UTM  14      - 3,577,352.315   570,124.567   MT  0.99966064   +0 23 54.6
 CT1015
 CT1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1015!SPC TXNC     -   0.99993328  x   0.99995115  =   0.99988443
 CT1015!UTM  14      -   0.99993328  x   0.99966064  =   0.99959394
 CT1015
 CT1015|---------------------------------------------------------------------|
 CT1015| PID    Reference Object                     Distance      Geod. Az  |
 CT1015|                                                           dddmmss.s |
 CT1015| CX7256 GATLIN RM 2                          16.760 METERS 01726     |
 CT1015| CX7257 GATLIN RM 3                          27.017 METERS 11644     |
 CT1015| CT1007 STEPHENVILLE COURTHOUSE             APPROX.13.2 KM 1580008.2 |
 CT1015| CT1005 STEPENVILLE CITY WATER TANK         APPROX.12.9 KM 1595209.5 |
 CT1015| CT1004 TARLETON COLLEGE CUPOLA             APPROX.13.1 KM 1631935.0 |
 CT1015| CT1008 STEPHENVILLE WEST MUN TANK          APPROX.12.8 KM 1654700.9 |
 CT1015| CT1009 STEPHENVILLE TELECOA CABLE MST      APPROX.11.7 KM 1671339.7 |
 CT1015| CT1012 STEPHENVILLE RAD STA KSTV MAST      APPROX.14.3 KM 1773337.1 |
 CT1015| CX7255 GATLIN RM                           107.741 METERS 25718     |
 CT1015| CX7254 GATLIN AZ MK                                       2583622.0 |
 CT1015|---------------------------------------------------------------------|
 CT1015
 CT1015                          SUPERSEDED SURVEY CONTROL
 CT1015
 CT1015  NAD 83(1986)-  32 19 51.05063(N)    098 15 17.66355(W) AD(       ) 1
 CT1015  NAD 27      -  32 19 50.55900(N)    098 15 16.50900(W) AD(       ) 1
 CT1015  NGVD 29 (07/19/86)  453.04   (m)         1486.3    (f) LEVELING    3  
 CT1015
 CT1015.Superseded values are not recommended for survey control.
 CT1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1015.See file dsdata.txt to determine how the superseded data were derived.
 CT1015
 CT1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7012577352(NAD 83)
 CT1015_MARKER: DS = TRIANGULATION STATION DISK
 CT1015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CT1015_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CT1015_PROJECTION: FLUSH
 CT1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1015+STABILITY: SURFACE MOTION
 CT1015
 CT1015  HISTORY     - Date     Condition        Report By
 CT1015  HISTORY     - 1902     MONUMENTED       CGS
 CT1015  HISTORY     - 1947     POOR             LOCSUR
 CT1015  HISTORY     - 1954     SEE DESCRIPTION  CGS
 CT1015  HISTORY     - 1959     MARK NOT FOUND   CGS
 CT1015  HISTORY     - 1965     GOOD             USGS
 CT1015  HISTORY     - 1967     GOOD             CGS
 CT1015  HISTORY     - 1967     GOOD             CGS
 CT1015  HISTORY     - 1975     MARK NOT FOUND   NGS
 CT1015
 CT1015                          STATION DESCRIPTION
 CT1015
 CT1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 CT1015'STATION IS ABOUT 9 MILES BY ROAD N 21 DEG W FROM THE COURTHOUSE
 CT1015'AT STEPHENVILLE, 3 MILES ESE FROM HUCKABAY, 1 MILE NE OF THE
 CT1015'STEPHENVILLE-THURBER ROAD, ABOUT 600 YARDS E FROM THE
 CT1015'BETHEL-HUCKABAY ROAD, 117 YARDS NE FROM THE LANE RUNNING TO
 CT1015'THE HOUSE OF W.E. CARR, AND 36.34 METERS (119.2 FEET), N
 CT1015'FROM THE LINE FENCE OF GATLIN AND THOMPSON, WHICH EXTENDS NE
 CT1015'AND SW, AT THE HIGHEST POINT OF WOODED ROCKY HILL, ON THE LAND
 CT1015'OF E.J. GATLIN.
 CT1015'
 CT1015'SURFACE MARK IS A NAIL IN THE CENTER OF A TERRA-COTTA PIPE 4
 CT1015'INCHES IN DIAMETER AND 2 FEET LONG, FILLED WITH CONCRETE AND
 CT1015'SET IN A CYLINDER OF CONCRETE 18 INCHES IN DIAMETER.
 CT1015'
 CT1015'UNDERGROUND MARK IS A 60-PENNY WIRE NAIL SET IN 6 INCHES
 CT1015'OF CONCRETE.
 CT1015'
 CT1015'REFERENCE MARK IS A NAIL IN THE CENTER OF A TERRA-COTTA
 CT1015'PIPE FILLED WITH CONCRETE AND SET ON A BLOCK OF CONCRETE 1
 CT1015'FOOT IN DIAMETER.  IT IS 8 INCHES FROM THE NE FENCE ALONG
 CT1015'THE LANE TO MRS. CARRS HOUSE, ON THE FIELD SIDE, 107.772 METERS
 CT1015'(353.58 FEET) FROM THE STATION S 77 DEG 18 MIN 38 SEC W.
 CT1015'OTHER DISTANCES AND AZIMUTHS ARE AS FOLLOWS--CENTER OF THE
 CT1015'EASTERN FACE OF A STONE CHIMNEY AT THE EASTERN END OF MRS. CARRS
 CT1015'HOUSE, 166.85 METERS (547.41 FEET), S 44 DEG 01 MIN 18 SEC W.
 CT1015'CENTER OF THE CHIMNEY OF THE HOUSE OF ROBERT THOMPSON, ABOUT
 CT1015'1/2 MILE S 52 DEG 37 MIN 01 SEC E.
 CT1015'
 CT1015'ELEVATION OF THE STATION IS 452.8 METERS (1,486 FEET).
 CT1015
 CT1015                          STATION RECOVERY (1947)
 CT1015
 CT1015'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (GWB)
 CT1015'REMAINS OF SURFACE MARK FOUND.
 CT1015
 CT1015                          STATION RECOVERY (1954)
 CT1015
 CT1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CT1015'STATION MARK WAS RECOVERED.  THE TOP OF THE CONCRETE FILLED TILE
 CT1015'WAS FOUND BROKEN OFF BUT THE CENTER AS INDICATED BY THE NAIL
 CT1015'HOLE WAS INTACT.  NO EVIDENCE OF THE REFERENCE MARK WAS FOUND.
 CT1015'A NEW DESCRIPTION IS AS FOLLOWS- STATION GATLIN IS ABOUT 8 MILES
 CT1015'AIRLINE NNW OF STEPHENVILLE AND 2-1/4 MILES SOUTHEAST
 CT1015'AIRLINE FROM THE VILLAGE OF HUCKABAY AND 1 MILE EAST OF STATE
 CT1015'HIGHWAY NO. 108, ON THE HIGHEST POINT OF A FLAT-TOP BRUSHY
 CT1015'RIDGE AND ABOUT 150 YARDS NORTHEAST OF A SMALL WHITE FARM
 CT1015'HOUSE.  THE UNDERGROUND MARK IS A 60 PENNY NAIL SET IN 6
 CT1015'INCHES OF CONCRETE.  THE SURFACE MARK IS A STANDARD DISK
 CT1015'STAMPED GATLIN 1902-1954 SET IN THE CENTER OF THE TOP OF A
 CT1015'TERRA-COTTA PIPE 4 INCHES IN DIAMETER, FILLED WITH AND
 CT1015'SURROUNDED WITH CONCRETE.  THE DISK IS ABOUT 6 INCHES BELOW THE
 CT1015'SURFACE OF THE GROUND.
 CT1015'
 CT1015'REFERENCE NO. 2 IS A STANDARD DISK STAMPED GATLIN NO. 2
 CT1015'1902-1954 AND SET IN A SMALL MASS OF CONCRETE EMBEDDED IN
 CT1015'BEDROCK AND IS ABOUT 2 INCHES ABOVE THE LEVEL OF THE GROUND,
 CT1015'ALONG THE MIDDLE OF THE RIDGE.
 CT1015'
 CT1015'REFERENCE NO. 3 IS A STANDARD DISK STAMPED GATLIN NO. 3
 CT1015'1902-1954 AND SET IN A DRILL HOLE IN BEDROCK NEAR THE EDGE
 CT1015'OF THE ROCK RIM ALONG THE SOUTH SLOPE OF THE RIDGE, ABOUT 3
 CT1015'INCHES ABOVE GROUND LEVEL.
 CT1015'
 CT1015'TO REACH THE STATION FROM STEPHENVILLE.  GO NORTH ON HIGHWAY
 CT1015'NO. 108 8.5 MILES FROM THE COURT HOUSE TO A T ROAD EAST.
 CT1015'THIS IS 1.6 MILES SOUTH OF HUCKABAY.  TURN RIGHT HERE AND
 CT1015'GO EAST 1 MILE TO THE POINT WHERE THE ROAD JOGS TO THE LEFT
 CT1015'AT A T JUNCTION.  TURN RIGHT AND GO SOUTH 0.2 MILE TO THE
 CT1015'WHITE FARM HOUSE ON THE HILL.  PASS THROUGH THE BOARD GATE AT
 CT1015'THE SOUTH OF THE HOUSE, THEN TURN LEFT UP THE STEEP SLOPE ALONG
 CT1015'THE STONE WALL THROUGH ANOTHER GATE AND THEN GO NORTHEAST
 CT1015'THROUGH THE BRUSH ABOUT 150 YARDS TO THE STATION.
 CT1015
 CT1015                          STATION RECOVERY (1959)
 CT1015
 CT1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (KMB)
 CT1015'SURFACE MARK IS GONE.  RECOVERED REFERENCE MARK NO. 2 AND
 CT1015'REFERENCE MARK NO. 3 IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CT1015'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CT1015
 CT1015                          STATION RECOVERY (1965)
 CT1015
 CT1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT1015'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32098-2, STATION 1002.
 CT1015'RECOVERED BY USGS IN 1965.  ALL MARKS AT STATION SITE WERE RECOVERED
 CT1015'IN GOOD CONDITION.
 CT1015'STATION MARK--STANDARD USC AND GS DISK STAMPED---GATLIN 1902-1954---
 CT1015'AND SET IN TOP OF A 4 IN. PIPE, 6 IN. BELOW SURFACE.
 CT1015
 CT1015                          STATION RECOVERY (1967)
 CT1015
 CT1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 CT1015'STATION MARK, AZIMUTH MARK, REFERENCE MARKS NUMBERS 2 AND 3 WERE
 CT1015'RECOVERED AND ARE IN GOOD CONDITION.
 CT1015'
 CT1015'A 1902 REFERENCE MARK WAS FOUND.  IT IS WEST OF THE STATION.  A
 CT1015'LARGE PORTION OF THE MARK IS EXPOSED AND COULD BE DESTROYED IN
 CT1015'THE NEAR FUTURE.
 CT1015'
 CT1015'A SLIGHT DIFFERENCE WAS NOTED IN THE DISTANCE TO REFERENCE MARK
 CT1015'NUMBER 3.
 CT1015'
 CT1015'DISTANCE TO REFERENCE MARK NUMBER 2 AND THE HORIZONTAL ANGLE TO
 CT1015'REFERENCE MARKS NUMBERS 2 AND 3 AND THE AZIMUTH MARK CHECKED
 CT1015'ADEQUATELY.
 CT1015'
 CT1015'LAND ON WHICH THE STATION IS ESTABLISHED, IS NOW OWNED BY A
 CT1015'MR. G.D. EVERETT.
 CT1015'
 CT1015'STATION MARK DISK IS STAMPED GATLIN 1902 1954 AND THE SURFACE MARK
 CT1015'DISK IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 CT1015'
 CT1015'REFERENCE MARK NUMBER 2 DISK IS STAMPED GATLIN 1902 1954 NO 2
 CT1015'AND THE DISK IS FLUSH WITH BEDROCK.
 CT1015'
 CT1015'REFERENCE MARK NUMBER 3 DISK IS STAMPED GATLIN 1902 1954 1967
 CT1015'NO 3 AND THE DISK HAS BEEN RE-INFORCED WITH CEMENT.
 CT1015'
 CT1015'REFERENCE MARK 1902 IS A NAIL WHICH IS EMBEDDED IN CEMENT, IN
 CT1015'THE TOP OF A 3-INCH TERRA-COTTA PIPE WHICH IS SURROUNDED BY
 CT1015'CONCRETE.  TOP OF THE MONUMENT IS ABOUT 2 INCHES BELOW THE SURFACE
 CT1015'OF THE GROUND.  MARK IS 15 FEET EAST OF THE APPROXIMATE CENTER
 CT1015'OF A FARM LANE AND 1.9 FEET WEST OF A NORTH-SOUTH FENCELINE.
 CT1015'
 CT1015'AZIMUTH MARK DISK IS STAMPED GATLIN 1902 1967 AND THE MARK
 CT1015'PROJECTS ABOUT 4 INCHES.  MARK IS 27-1/2 FEET SOUTH
 CT1015'OF THE APPROXIMATE CENTER OF AN EAST-WEST GRADED ROAD AND 3.1
 CT1015'FEET NORTH OF AN EAST-WEST FENCELINE.
 CT1015'
 CT1015'STATION IS REACHED FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 CT1015'SQUARE IN STEPHENVILLE.  GO NORTHERLY ON STATE HIGHWAY 108 FOR
 CT1015'0.9 MILE TO THE JUNCTION WITH STATE HIGHWAY 8.  CONTINUE NORTHERLY
 CT1015'ON HIGHWAY 108 FOR 7.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 CT1015'AND GO EASTERLY ON A GRADED ROAD FOR 0.6 MILE AND AZIMUTH MARK
 CT1015'ON THE RIGHT.  CONTINUE EASTERLY ON THE GRADED ROAD FOR 0.4 MILE
 CT1015'TO A GATE ON THE RIGHT WHICH IS LOCKED.  TURN RIGHT, PASS
 CT1015'THROUGH THE GATE AND GO SOUTHERLY ON A FARM LANE FOR 0.3 MILE TO
 CT1015'A VACANT FARM HOUSE.  PASS TO THE RIGHT AND CONTINUE AROUND
 CT1015'HOUSE THENCE LEFT THROUGH A GATE INTO AN OPEN PASTURE THENCE
 CT1015'RIGHT AND GO EASTERLY FOR ABOUT 350 FEET TO STATION MARK,
 CT1015'AS DESCRIBED.
 CT1015'
 CT1015'HEIGHT OF LIGHT ABOVE STATION MARK 14.69 METERS.
 CT1015
 CT1015                          STATION RECOVERY (1967)
 CT1015
 CT1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CT1015'THE STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK 3 WERE
 CT1015'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK
 CT1015'WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 CT1015'
 CT1015'THE STATION IS ABOUT 8 MILES NORTH-NORTHWEST OF STEPHENVILLE,
 CT1015'2-1/4 MILES SOUTHEAST FROM THE VILLAGE OF HUCKABAY AND 1 MILE
 CT1015'EAST OF STATE HIGHWAY 108 ON THE HIGHEST POINT OF A FLAT-TOP RIDGE.
 CT1015'
 CT1015'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 CT1015'IN STEPHENVILLE, AT THE JUNCTION OF BUSINESS U.S. HIGHWAY 377,
 CT1015'BUSINESS U.S. HIGHWAY 67 AND STATE HIGHWAY 108, GO NORTH ON
 CT1015'STATE HIGHWAY 108 FOR 0.9 MILE TO JUNCTION OF STATE HIGHWAY
 CT1015'8.  CONTINUE AHEAD, NORTH, ON STATE HIGHWAY 108 FOR 0.65 MILE
 CT1015'TO JUNCTION OF FARM ROAD 2303 ON THE LEFT.  CONTINUE NORTH ON
 CT1015'STATE HIGHWAY 108 FOR 6.8 MILES TO A SIDE ROAD RIGHT.  TURN
 CT1015'RIGHT AND GO EAST ON GRADED ROAD FOR 0.6 MILE TO THE AZIMUTH
 CT1015'MARK ON THE RIGHT.  CONTINUE EAST ON GRADED ROAD FOR 0.4 MILE
 CT1015'TO WHERE THE MAIN ROAD TURNS LEFT AND LOCKED GATE AND FARM
 CT1015'DRIVEWAY ON RIGHT.  TURN RIGHT PASSING THROUGH LOCKED GATE
 CT1015'AND GO SOUTH ON FARM DRIVEWAY FOR 0.3 MILE TO GATE BEHIND
 CT1015'FARM HOUSE.  PASS THROUGH GATE AND GO EASTERLY FOR ABOUT
 CT1015'25 FEET AND TURN SHARP LEFT AND FOLLOW ALONG EAST SIDE OF FENCE
 CT1015'UP HILL FOR ABOUT 100 FEET TO A GATE.  PASS THROUGH GATE AND
 CT1015'GO EASTERLY ACROSS PASTURE FOR 0.05 MILE TO THE STATION.
 CT1015'
 CT1015'STATION MARK IS A STANDARD DISK STAMPED GATLIN 1902 1954,
 CT1015'CEMENTED IN A DRILL HOLE IN A BURIED BOULDER WHICH IS SET ABOUT
 CT1015'12 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK
 CT1015'IS A 60-PENNY NAIL SET IN THE TOP OF 6 INCHES OF CONCRETE.  IT
 CT1015'IS ABOUT 150 YARDS EAST OF A WHITE FARM HOUSE, 164 FEET NORTH
 CT1015'OF A FENCE, 136 FEET SOUTH OF AN 18-INCH FORKED LIVE OAK TREE
 CT1015'AND 8 FEET SOUTH OF THE CENTER OF A DIM TRACK ROAD.
 CT1015'
 CT1015'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GATLIN NO 2 1902
 CT1015'1954, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WITH 2
 CT1015'FOOT SQUARE EXPOSED AND IS FLUSH WITH THE GROUND.  IT IS 112
 CT1015'FEET SOUTH OF A FORKED LIVE OAK TREE AND 6 FEET NORTH OF THE
 CT1015'CENTER OF A DIM TRACK ROAD.
 CT1015'
 CT1015'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GATLIN NO 3 1902
 CT1015'1954, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WITH 2
 CT1015'FOOT BY 1 FOOT EXPOSED AND PROJECTS 2 INCHES ABOVE THE GROUND.  IT
 CT1015'IS 102 FEET SOUTH OF A DIM TRACK ROAD AND 95 FEET NORTH OF A
 CT1015'FENCE.
 CT1015'
 CT1015'AZIMUTH MARK IS A STANDARD DISK STAMPED GATLIN 1902 1967, SET
 CT1015'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 CT1015'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 28 FEET SOUTH-SOUTHEAST
 CT1015'OF THE CENTER OF A GRADED ROAD AND 8 FEET NORTH-NORTHWEST OF A
 CT1015'FENCE WITH METAL WITNESS SIGN ATTACHED.
 CT1015
 CT1015                          STATION RECOVERY (1975)
 CT1015
 CT1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DRB)
 CT1015'SURFACE MARK WAS GONE.  RECOVERED REFERENCE MARKS 2 AND 3 IN
 CT1015'GOOD CONDITION AS DESCRIBED.
 CT1015'
 CT1015'THE 1954 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0592 ***********************************************************************
 AO0592  DESIGNATION -  GATO
 AO0592  PID         -  AO0592
 AO0592  STATE/COUNTY-  TX/JIM WELLS
 AO0592  USGS QUAD   -  ANNA ROSE (1963)
 AO0592
 AO0592                         *CURRENT SURVEY CONTROL
 AO0592  ___________________________________________________________________
 AO0592* NAD 83(1993)-  28 02 27.12632(N)    098 11 41.98188(W)     ADJUSTED  
 AO0592* NAVD 88     -       125.77   (+/-2cm)     412.6    (feet)  VERTCON   
 AO0592  ___________________________________________________________________
 AO0592  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AO0592  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AO0592
 AO0592  HORZ ORDER  -  THIRD
 AO0592  VERT ORDER  -  THIRD ? (See Below)
 AO0592
 AO0592.The horizontal coordinates were established by classical geodetic methods
 AO0592.and adjusted by the National Geodetic Survey in February 1996..
 AO0592
 AO0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0592.The vertical order pertains to the NGVD 29 superseded value.
 AO0592
 AO0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0592
 AO0592.The geoid height was determined by GEOID03.
 AO0592
 AO0592;                    North         East     Units Scale Factor Converg.
 AO0592;SPC TX S     - 5,263,092.812   329,991.282   MT  1.00005912   +0 08 18.5
 AO0592;SPC TX S     -17,267,330.33  1,082,646.40   sFT  1.00005912   +0 08 18.5
 AO0592;SPC TXSC     - 4,023,274.802   679,160.453   MT  1.00011590   +0 23 39.8
 AO0592;SPC TXSC     -13,199,694.08  2,228,212.25   sFT  1.00011590   +0 23 39.8
 AO0592;UTM  14      - 3,101,990.896   579,121.707   MT  0.99967727   +0 22 42.4
 AO0592
 AO0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0592!SPC TX S     -   0.99998436  x   1.00005912  =   1.00004348
 AO0592!SPC TXSC     -   0.99998436  x   1.00011590  =   1.00010026
 AO0592!UTM  14      -   0.99998436  x   0.99967727  =   0.99966164
 AO0592
 AO0592|---------------------------------------------------------------------|
 AO0592| PID    Reference Object                     Distance      Geod. Az  |
 AO0592|                                                           dddmmss.s |
 AO0592| CV4084 GATO RM 1                             9.666 METERS 04400     |
 AO0592| CV4085 GATO RM 2                             9.558 METERS 22340     |
 AO0592| CV4083 GATO AZ MK                                         2261251.4 |
 AO0592|---------------------------------------------------------------------|
 AO0592
 AO0592                          SUPERSEDED SURVEY CONTROL
 AO0592
 AO0592  NAD 83(1986)-  28 02 27.13252(N)    098 11 41.95947(W) AD(       ) 3
 AO0592  NAD 27      -  28 02 26.08300(N)    098 11 40.93400(W) AD(       ) 3
 AO0592  NGVD 29 (07/19/86)  125.79   (m)          412.7    (f) LEVELING    3  
 AO0592
 AO0592.Superseded values are not recommended for survey control.
 AO0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0592.See file dsdata.txt to determine how the superseded data were derived.
 AO0592
 AO0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS7912201991(NAD 83)
 AO0592_MARKER: DS = TRIANGULATION STATION DISK
 AO0592_SETTING: 80 = SET IN A BOULDER
 AO0592_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 AO0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0592+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001
 AO0592
 AO0592  HISTORY     - Date     Condition        Report By
 AO0592  HISTORY     - 1953     MONUMENTED       CGS
 AO0592  HISTORY     - 20010502 GOOD             FRONT
 AO0592
 AO0592                          STATION DESCRIPTION
 AO0592
 AO0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0592'THE STATION IS LOCATED ABOUT 21 MILES SOUTH-SOUTHWEST OF GEORGE
 AO0592'WEST, 17 MILES WEST-NORTHWEST OF ORANGE GROVE AND 3 MILES
 AO0592'SOUTH-SOUTHWEST OF ANNA ROSE.
 AO0592'
 AO0592'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 281 AND 59 IN ALICE,
 AO0592'GO NORTH ON U.S. HIGHWAY 281 FOR 14.8 MILES TO A CROSSROAD.
 AO0592'TURN LEFT, WEST, ON JIM WELLS COUNTY ROAD NO. 228 FOR 1.0 MILE TO
 AO0592'A CROSSROAD, CONTINUE WEST AND NORTHWEST ON JIM WELLS COUNTY
 AO0592'ROAD NO. 241, WHICH IS OILED, FOR 8.4 MILES TO AN OILED SIDE ROAD
 AO0592'RIGHT.  CONTINUE WEST AND THENCE SOUTHWEST FOR 0.4 MILE TO THE
 AO0592'STATION ON THE LEFT, SOUTHEAST SIDE OF THE ROAD.
 AO0592'
 AO0592'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST
 AO0592'ON COUNTY ROAD NO. 241 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 AO0592'RIGHT, NORTHWEST, SIDE OF THE ROAD.
 AO0592'
 AO0592'THE STATION MARK IS STAMPED GATO 1953 AND IT IS 6 INCHES BELOW
 AO0592'THE SURFACE OF THE GROUND.  NO SUB-SURFACE MARK WAS ESTABLISHED.
 AO0592'THE MARK IS 88 FEET SOUTHEAST OF A POWER LINE POLE, 46 FEET
 AO0592'SOUTHEAST OF THE CENTER OF THE ROAD, 4 FEET SOUTHEAST OF A
 AO0592'FENCE AND 4 FEET NORTHWEST OF A WITNESS POST.
 AO0592'
 AO0592'REFERENCE MARK NO. 1 IS STAMPED GATO NO 1 1953 AND IT PROJECTS 6
 AO0592'INCHES.  THE MARK IS 45 FEET SOUTHEAST OF THE CENTER OF THE ROAD
 AO0592'AND 4 FEET SOUTHEAST OF A FENCE.
 AO0592'
 AO0592'REFERENCE MARK NO. 2 IS STAMPED GATO NO 2 1953 AND IT PROJECTS
 AO0592'6 INCHES.  THE MARK IS 46 FEET SOUTHEAST OF THE CENTER OF THE
 AO0592'ROAD AND 4 FEET SOUTHEAST OF A FENCE.
 AO0592'
 AO0592'THE AZIMUTH MARK IS STAMPED GATO 1953 AND IT PROJECTS 6 INCHES.
 AO0592'THE MARK IS 40 FEET NORTHWEST OF THE CENTER OF THE ROAD, 3 FEET
 AO0592'NORTHEAST OF A WITNESS POST AND 1 FOOT SOUTHEAST OF A FENCE.
 AO0592
 AO0592                          STATION RECOVERY (2001)
 AO0592
 AO0592'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2001 (JLM)
 AO0592'RM 1 - 2 NOT FOUND
 AO0592'AZ MARK DESTROYED DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6774 ***********************************************************************
 AW6774  DESIGNATION -  GATOR
 AW6774  PID         -  AW6774
 AW6774  STATE/COUNTY-  TX/BRAZORIA
 AW6774  USGS QUAD   -  SEA ISLE (1974)
 AW6774
 AW6774                         *CURRENT SURVEY CONTROL
 AW6774  ___________________________________________________________________
 AW6774* NAD 83(1993)-  29 10 22.10508(N)    095 06 33.23600(W)     ADJUSTED  
 AW6774* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6774  ___________________________________________________________________
 AW6774  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6774  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW6774
 AW6774  HORZ ORDER  -  SECOND
 AW6774
 AW6774.The horizontal coordinates were established by classical geodetic methods
 AW6774.and adjusted by the National Geodetic Survey in February 1996..
 AW6774
 AW6774.The orthometric height was scaled from a topographic map.
 AW6774
 AW6774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6774
 AW6774.The geoid height was determined by GEOID03.
 AW6774
 AW6774;                    North         East     Units Scale Factor Converg.
 AW6774;SPC TXSC     - 4,154,743.539   978,359.826   MT  0.99986722   +1 54 22.1
 AW6774;SPC TXSC     -13,631,021.09  3,209,835.53   sFT  0.99986722   +1 54 22.1
 AW6774;UTM  15      - 3,228,972.305   294,879.062   MT  1.00011922   -1 01 42.6
 AW6774
 AW6774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6774!SPC TXSC     -   1.00000402  x   0.99986722  =   0.99987124
 AW6774!UTM  15      -   1.00000402  x   1.00011922  =   1.00012325
 AW6774
 AW6774|---------------------------------------------------------------------|
 AW6774| PID    Reference Object                     Distance      Geod. Az  |
 AW6774|                                                           dddmmss.s |
 AW6774| CV7195 GATOR RM 1                           25.360 METERS 03033     |
 AW6774| AW6773 CLAY                                APPROX. 5.9 KM 0565448.5 |
 AW6774| CV7196 GATOR RM 2                           27.330 METERS 25714     |
 AW6774|---------------------------------------------------------------------|
 AW6774
 AW6774                          SUPERSEDED SURVEY CONTROL
 AW6774
 AW6774  NAD 83(1986)-  29 10 22.11809(N)    095 06 33.21654(W) AD(       ) 2
 AW6774  NAD 27      -  29 10 21.25300(N)    095 06 32.47500(W) AD(       ) 2
 AW6774
 AW6774.Superseded values are not recommended for survey control.
 AW6774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6774.See file dsdata.txt to determine how the superseded data were derived.
 AW6774
 AW6774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9487928972(NAD 83)
 AW6774_MARKER: DS = TRIANGULATION STATION DISK
 AW6774_SETTING: 0 = UNSPECIFIED SETTING
 AW6774
 AW6774  HISTORY     - Date     Condition        Report By
 AW6774  HISTORY     - 1933     MONUMENTED       CGS
 AW6774  HISTORY     - 1947     MARK NOT FOUND   CGS
 AW6774  HISTORY     - 1960     GOOD             CGS
 AW6774  HISTORY     - 1962     GOOD             LOCSUR
 AW6774  HISTORY     - 1962     GOOD             CGS
 AW6774
 AW6774                          STATION DESCRIPTION
 AW6774
 AW6774'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6774'STATION IS LOCATED ON ALLIGATOR POINT, ON THE N SHORE OF
 AW6774'WEST BAY, AND AT THE E SIDE OF ENTRANCE TO CHOCOLATE BAY.
 AW6774'IT IS ABOUT 1/2 MILE W OF THE MOUTH OF HALLS BAYOU, 0.4 MILE
 AW6774'E OF THE W END OF ALLIGATOR POINT, AND 25 METERS N OF THE BAY
 AW6774'SHORE.
 AW6774'
 AW6774'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW6774'SET IN CONCRETE.
 AW6774'
 AW6774'HEIGHT OF LIGHT ABOVE STATION MARK - 5.6 METERS.
 AW6774
 AW6774                          STATION RECOVERY (1947)
 AW6774
 AW6774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6774'NOT FOUND.  A THOROUGH SEARCH WAS MADE FOR THE STATION BY
 AW6774'PLANE TABLE METHODS BUT NEITHER THE STATION NOR REFERENCE
 AW6774'MARKS COULD BE FOUND.  IT IS BELIEVED THEY WERE COVERED WITH
 AW6774'SPOIL FROM THE CANAL.
 AW6774
 AW6774                          STATION RECOVERY (1960)
 AW6774
 AW6774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6774'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 AW6774'COULD NOT BE FOUND.  THE DISTANCES AND DIRECTIONS FROM THE
 AW6774'STATION PLACE THEM UNDER SEVERAL FEET OF SPOIL.  STATION IS
 AW6774'LOCATED ON THE NORTH SHORE OF WEST BAY BETWEEN THE BAY AND
 AW6774'THE INTRACOASTAL WATERWAY, AT THE BOTTOM OF THE SLOPE OF THE
 AW6774'SPOIL BANK, ABOUT 600 FEET NORTHEAST OF THE POINT WHERE THE
 AW6774'CANAL CROSSES THE UPPER PART OF WEST BAY, 115.0 FEET NORTH
 AW6774'OF THE BAY SHORE, 49.2 FEET SOUTH OF HIGHEST PART OF SPOIL
 AW6774'BANK AND 1.5 FEET SOUTHWEST OF A WITNESS POST.  A 1 INCH
 AW6774'IRON PIPE WAS DRIVEN BESIDE THE STATION AND PROJECTS ABOUT 8
 AW6774'FEET.  A STANDARD DISK STAMPED GATOR 1933 IN TOP OF A
 AW6774'CONCRETE MONUMENT 1.5 FEET UNDERGROUND.
 AW6774
 AW6774                          STATION RECOVERY (1962)
 AW6774
 AW6774'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 AW6774'RECOVERED BY MILLER AND FISHER BDRY SURVEYORS
 AW6774'
 AW6774'STATION RECOVERED IN GOOD CONDITION 18 INCHES UNDER TOP OF
 AW6774'SPOIL FROM INTRACOASTAL WATERWAY.  TIME DID NOT PERMIT SEARCH
 AW6774'FOR REFERENCE MARKS.
 AW6774'
 AW6774'TRIANGULATION STATION HALL WAS ON GRID AZIMUTH 217 DEG 04 MIN
 AW6774'30 SEC AT 186.68 FEET CHAINED.
 AW6774
 AW6774                          STATION RECOVERY (1962)
 AW6774
 AW6774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW6774'RECOVERED IN GOOD CONDITION.
 AW6774'
 AW6774'THE 1960 DESCRIPTION IS ADEQUATE EXCEPT THE IRON PIPE HAS
 AW6774'BEEN REMOVED.
 AW6774'
 AW6774'RULE IS VISIBLE WITH A 3 FT. STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1632 ***********************************************************************
 AH1632  DESIGNATION -  GAUGE
 AH1632  PID         -  AH1632
 AH1632  STATE/COUNTY-  TX/NUECES
 AH1632  USGS QUAD   -  OSO CREEK NE (1975)
 AH1632
 AH1632                         *CURRENT SURVEY CONTROL
 AH1632  ___________________________________________________________________
 AH1632* NAD 83(1993)-  27 42 20.13221(N)    097 16 49.10906(W)     ADJUSTED  
 AH1632* NAVD 88     -         3.590  (meters)      11.78   (feet)  ADJUSTED  
 AH1632  ___________________________________________________________________
 AH1632  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1632  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AH1632  DYNAMIC HT  -           3.584 (meters)      11.76  (feet)  COMP
 AH1632  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 AH1632
 AH1632  HORZ ORDER  -  SECOND
 AH1632  VERT ORDER  -  FIRST     CLASS II
 AH1632
 AH1632.The horizontal coordinates were established by classical geodetic methods
 AH1632.and adjusted by the National Geodetic Survey in February 1996..
 AH1632
 AH1632.The orthometric height was determined by differential leveling
 AH1632.and adjusted by the National Geodetic Survey in December 1997..
 AH1632
 AH1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1632
 AH1632.The geoid height was determined by GEOID03.
 AH1632
 AH1632.The dynamic height is computed by dividing the NAVD 88
 AH1632.geopotential number by the normal gravity value computed on the
 AH1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1632.degrees latitude (g = 980.6199 gals.).
 AH1632
 AH1632.The modeled gravity was interpolated from observed gravity values.
 AH1632
 AH1632;                    North         East     Units Scale Factor Converg.
 AH1632;SPC TX S     - 5,226,482.990   420,290.193   MT  0.99997015   +0 33 13.5
 AH1632;SPC TX S     -17,147,219.61  1,378,902.07   sFT  0.99997015   +0 33 13.5
 AH1632;UTM  14      - 3,065,773.283   669,556.319   MT  0.99995487   +0 47 59.0
 AH1632
 AH1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1632!SPC TX S     -   1.00000354  x   0.99997015  =   0.99997369
 AH1632!UTM  14      -   1.00000354  x   0.99995487  =   0.99995841
 AH1632
 AH1632|---------------------------------------------------------------------|
 AH1632| PID    Reference Object                     Distance      Geod. Az  |
 AH1632|                                                           dddmmss.s |
 AH1632| CS4322 GAUGE RM 1                           20.603 METERS 02006     |
 AH1632| AC8084 GAUGE RM 2                           13.812 METERS 28700     |
 AH1632|---------------------------------------------------------------------|
 AH1632
 AH1632                          SUPERSEDED SURVEY CONTROL
 AH1632
 AH1632  NAD 83(1986)-  27 42 20.14288(N)    097 16 49.08619(W) AD(       ) 2
 AH1632  NGVD 29 (06/28/90)    4.0    (m)           13.     (f) VERT ANG       
 AH1632
 AH1632.Superseded values are not recommended for survey control.
 AH1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1632.See file dsdata.txt to determine how the superseded data were derived.
 AH1632
 AH1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6955665773(NAD 83)
 AH1632_MARKER: DH = HORIZONTAL CONTROL DISK
 AH1632_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH1632_SP_SET: PIER
 AH1632_STAMPING: GAUGE 1985
 AH1632_MARK LOGO: NGS   
 AH1632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1632+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AH1632
 AH1632  HISTORY     - Date     Condition        Report By
 AH1632  HISTORY     - 1985     MONUMENTED       NGS
 AH1632  HISTORY     - 19970205 GOOD             NGS
 AH1632
 AH1632                          STATION DESCRIPTION
 AH1632
 AH1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1632'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI)
 AH1632'SOUTHEAST OF CORPUS CHRISTI CITY HALL, AT THE CORPUS CHRISTI NAVAL
 AH1632'AIR STATION, 0.8 KM (0.5 MI) EAST-NORTHEAST OF THE NORTH GATE TO
 AH1632'THE NAVAL AIR STATION AND 0.5 KM (0.3 MI)
 AH1632'NORTHWEST OF THE CONTROL TOWER ATOP HANGER 42 ON A WIDE CONCRETE
 AH1632'DOCK.
 AH1632'OWNERSHIP--CAPTAIN JERYL FUNDERBURK, COMMANDING OFFICER, CODE 1811,
 AH1632'NAVAL AIR STATION, CORPUS CHRISTI TX 78419, PHONE 512-939-2331.
 AH1632'
 AH1632'TO REACH THE STATION FROM THE NORTH GATE TO THE AIR STATION, GO
 AH1632'EASTERLY ON PAVED ROAD FOR 0.5 KM (0.3 MI) TO A CROSS STREET AND
 AH1632'AIRCRAFT TAXIWAY. TURN LEFT, NORTH, ON STREET FOR 0.2 KM (0.1 MI)
 AH1632'TO A GATE. PASS THROUGH GATE AND CONTINUE NORTH FOR 0.2 KM (0.15
 AH1632'MI) TO THE NORTH END OF CONCRETE DOCK AND THE STATION.
 AH1632'
 AH1632'THE STATION IS A STANDARD NGS DISK
 AH1632'STAMPED---GAUGE 1985---,
 AH1632'SET INTO A DRILL HOLE IN A CONCRETE DOCK. LOCATED
 AH1632'26.4 METERS (86.5 FT) SOUTHWEST FROM THE NORTHEAST CORNER OF THE
 AH1632'DOCK,
 AH1632'26.1 METERS (85.5 FT) SOUTH-SOUTHEAST FROM THE NORTHWEST CORNER OF
 AH1632'THE DOCK,
 AH1632'15.3 METERS (50.2 FT) WEST FROM THE EAST EDGE OF THE DOCK AND
 AH1632'14.8 METERS (48.5 FT) EAST FROM THE WEST EDGE OF THE DOCK.
 AH1632'
 AH1632'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AH1632'STAMPED---GAUGE NO 1 1985---,
 AH1632'SET INTO A DRILL HOLE IN A CONCRETE DOCK. LOCATED
 AH1632'15.5 METERS (50.8 FT) EAST FROM THE NORTHWEST CORNER OF THE DOCK,
 AH1632'14.6 METERS (48.0 FT) WEST FROM THE NORTHEAST CORNER OF THE DOCK AND
 AH1632'0.9 METER (3.0 FT) SOUTH FROM THE NORTH EDGE OF THE DOCK.
 AH1632'MARK IS LEVEL WITH THE STATION.
 AH1632'
 AH1632'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AH1632'STAMPED---GAUGE NO 2 1985---,
 AH1632'SET INTO A DRILL HOLE IN A CONCRETE DOCK.  LOCATED
 AH1632'36.3 METERS (119.0 FT) SOUTHWEST FROM THE NORTHEAST CORNER OF THE
 AH1632'DOCK,
 AH1632'21.7 METERS (71.2 FT) SOUTH FROM THE NORTHWEST CORNER OF DOCK AND
 AH1632'0.9 METER (3.0 FT) EAST FROM THE WEST EDGE OF THE DOCK.
 AH1632'MARK IS LEVEL WITH THE STATION.
 AH1632'
 AH1632'AZIMUTH MARK NO. 1 IS A STANDARD CGS BENCH MARK DISK
 AH1632'STAMPED---A 910 1945---,
 AH1632'SET INTO A DRILL HOLE IN CONCRETE. LOCATED
 AH1632'11.2 METERS (36.9 FT) SOUTH FROM THE NORTHWEST CORNER OF BUILDING,
 AH1632'0.7 METER (2.4 FT) SOUTH FROM THE EDGE OF THE DOORWAY AND
 AH1632'0.11 METER (0.35 FT) WEST FROM A DOOR.
 AH1632'TO REACH THE AZIMUTH FROM THE STATION,
 AH1632'GO SOUTH FOR 0.4 KM (0.25 MI) ON A PAVED ROAD TO A T-ROAD. TURN
 AH1632'LEFT, EASTERLY FOR 0.2 KM (0.1 MI) TO A DRIVE ON THE LEFT. TURN
 AH1632'LEFT AND FOLLOW FIRE LANE ALONG THE WEST SIDE OF HANGER 42 0.1 KM
 AH1632'(0.05 MI) TO THE STATION ON THE RIGHT.
 AH1632'
 AH1632'HEIGHT OF LIGHT SHOWN WAS 0.085 METER ABOVE THE MARK.
 AH1632'
 AH1632'AN EDM TIE WAS MADE TO A 910.
 AH1632'
 AH1632'DESCRIBED BY D. L. MCFARLAND.
 AH1632
 AH1632                          STATION RECOVERY (1997)
 AH1632
 AH1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1632'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AH1632'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.9 KM (1.20 MI)
 AH1632'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 1.5 KM (0.95 MI) WESTERLY
 AH1632'ALONG OCEAN DRIVE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG A ROAD
 AH1632'LEADING TO A PIER, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG THE PIER,
 AH1632'ON THE CORPUS CHRISTI NAVAL AIR STATION, IN A CONCRETE PIER, 28.0 M
 AH1632'(91.9 FT) NORTHEAST OF BENCH MARK 877 5421 A TIDAL, 21.5 M (70.5 FT)
 AH1632'SOUTH OF THE NORTH END OF THE PIER, 18.2 M (59.7 FT) NORTHEAST OF THE
 AH1632'CENTER 1 OF 3 TIDE GAUGES, 13.8 M (45.3 FT) EAST OF REFERENCE MARK 2,
 AH1632'AND 0.3 M (1.0 FT) WEST OF THE CENTER OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8084 ***********************************************************************
 AC8084  DESIGNATION -  GAUGE RM 2
 AC8084  PID         -  AC8084
 AC8084  STATE/COUNTY-  TX/NUECES
 AC8084  USGS QUAD   -  OSO CREEK NE (1975)
 AC8084
 AC8084                         *CURRENT SURVEY CONTROL
 AC8084  ___________________________________________________________________
 AC8084* NAD 83(1986)-  27 42 21.     (N)    097 16 51.     (W)     SCALED    
 AC8084* NAVD 88     -         3.508  (meters)      11.51   (feet)  ADJUSTED  
 AC8084  ___________________________________________________________________
 AC8084  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AC8084  DYNAMIC HT  -           3.502 (meters)      11.49  (feet)  COMP
 AC8084  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 AC8084
 AC8084  VERT ORDER  -  FIRST     CLASS II
 AC8084
 AC8084.The horizontal coordinates were scaled from a topographic map and have
 AC8084.an estimated accuracy of +/- 6 seconds.
 AC8084
 AC8084.The orthometric height was determined by differential leveling
 AC8084.and adjusted by the National Geodetic Survey in December 1997..
 AC8084
 AC8084.The geoid height was determined by GEOID03.
 AC8084
 AC8084.The dynamic height is computed by dividing the NAVD 88
 AC8084.geopotential number by the normal gravity value computed on the
 AC8084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8084.degrees latitude (g = 980.6199 gals.).
 AC8084
 AC8084.The modeled gravity was interpolated from observed gravity values.
 AC8084
 AC8084;                    North         East    Units  Estimated Accuracy
 AC8084;SPC TX S     - 5,226,510.      420,240.      MT  (+/- 180 meters Scaled)
 AC8084
 AC8084                          SUPERSEDED SURVEY CONTROL
 AC8084
 AC8084.No superseded survey control is available for this station.
 AC8084
 AC8084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR695657(NAD 83)
 AC8084_MARKER: DR = REFERENCE MARK DISK
 AC8084_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8084_SP_SET: PIER
 AC8084_STAMPING: GAUGE NO 2 1985
 AC8084_MARK LOGO: NGS   
 AC8084_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8084+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1997
 AC8084
 AC8084  HISTORY     - Date     Condition        Report By
 AC8084  HISTORY     - 1985     MONUMENTED       NGS
 AC8084  HISTORY     - 19970205 GOOD             NGS
 AC8084
 AC8084                          STATION DESCRIPTION
 AC8084
 AC8084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8084'17.9 KM (11.10 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AC8084'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 1.9 KM (1.20 MI)
 AC8084'NORTHERLY ALONG LEXINGTON BOULEVARD, THENCE 1.5 KM (0.95 MI) WESTERLY
 AC8084'ALONG OCEAN DRIVE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG A ROAD
 AC8084'LEADING TO A PIER, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG THE PIER,
 AC8084'ON THE CORPUS CHRISTI NAVAL AIR STATION, IN A CONCRETE PIER, 21.5 M
 AC8084'(70.5 FT) SOUTH OF THE NORTH END OF THE PIER, 14.1 M (46.3 FT) WEST OF
 AC8084'THE CENTER OF THE PIER, 13.8 M (45.3 FT) WEST OF THE STATION MARK, AND
 AC8084'9.5 M (31.2 FT) WEST OF THE MOST EASTERLY OF 3 TIDE GAUGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1051 ***********************************************************************
 BM1051  DESIGNATION -  GAUSE
 BM1051  PID         -  BM1051
 BM1051  STATE/COUNTY-  TX/MILAM
 BM1051  USGS QUAD   -  GAUSE (1989)
 BM1051
 BM1051                         *CURRENT SURVEY CONTROL
 BM1051  ___________________________________________________________________
 BM1051* NAD 83(1993)-  30 49 12.84839(N)    096 44 30.01249(W)     ADJUSTED  
 BM1051* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 BM1051  ___________________________________________________________________
 BM1051  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BM1051  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM1051
 BM1051  HORZ ORDER  -  FIRST
 BM1051
 BM1051.The horizontal coordinates were established by classical geodetic methods
 BM1051.and adjusted by the National Geodetic Survey in February 1996..
 BM1051
 BM1051.The orthometric height was scaled from a topographic map.
 BM1051
 BM1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1051
 BM1051.The geoid height was determined by GEOID03.
 BM1051
 BM1051;                    North         East     Units Scale Factor Converg.
 BM1051;SPC TX C     - 3,133,425.628 1,043,562.293   MT  0.99988671   +1 50 59.7
 BM1051;SPC TX C     -10,280,247.25  3,423,753.96   sFT  0.99988671   +1 50 59.7
 BM1051;UTM  14      - 3,411,861.738   716,023.994   MT  1.00017569   +1 09 27.0
 BM1051
 BM1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1051!SPC TX C     -   0.99997991  x   0.99988671  =   0.99986662
 BM1051!UTM  14      -   0.99997991  x   1.00017569  =   1.00015560
 BM1051
 BM1051:                Primary Azimuth Mark                     Grid Az
 BM1051:SPC TX C     -  CALVERT STANDPIPE                        019 01 32.6
 BM1051:UTM  14      -  CALVERT STANDPIPE                        019 43 05.3
 BM1051
 BM1051|---------------------------------------------------------------------|
 BM1051| PID    Reference Object                     Distance      Geod. Az  |
 BM1051|                                                           dddmmss.s |
 BM1051| BM1052 CALVERT STANDPIPE                   APPROX.18.5 KM 0205232.3 |
 BM1051| BM1048 HEARNE INTERNMENT CAMP TANK         APPROX.13.8 KM 0580551.7 |
 BM1051| BM1049 HEARNE LARGE MUNICIPAL TANK         APPROX.15.3 KM 0641202.6 |
 BM1051| CV7621 GAUSE RM 2                           14.027 METERS 09609     |
 BM1051| CV7620 GAUSE RM 1                           29.932 METERS 17046     |
 BM1051| CV7619 GAUSE AZ MK                                        2064657.4 |
 BM1051|---------------------------------------------------------------------|
 BM1051
 BM1051                          SUPERSEDED SURVEY CONTROL
 BM1051
 BM1051  NAD 83(1986)-  30 49 12.85931(N)    096 44 29.99282(W) AD(       ) 1
 BM1051  NAD 27      -  30 49 12.17700(N)    096 44 29.07900(W) AD(       ) 1
 BM1051
 BM1051.Superseded values are not recommended for survey control.
 BM1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1051.See file dsdata.txt to determine how the superseded data were derived.
 BM1051
 BM1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV1602411862(NAD 83)
 BM1051_MARKER: DS = TRIANGULATION STATION DISK
 BM1051_SETTING: 66 = SET IN ROCK OUTCROP
 BM1051_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BM1051
 BM1051  HISTORY     - Date     Condition        Report By
 BM1051  HISTORY     - 1943     MONUMENTED       CGS
 BM1051  HISTORY     - 1960     MARK NOT FOUND   USGS
 BM1051  HISTORY     - 1961     MARK NOT FOUND   USGS
 BM1051  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM1051
 BM1051                          STATION DESCRIPTION
 BM1051
 BM1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1051'THE STATION IS LOCATED ABOUT 9.5 MILES WSW OF HEARNE, AND 2.75 MILES
 BM1051'NW OF GAUSE, ON THE HIGHEST POINT OF A PROMINENT CONE-SHAPED HILL.
 BM1051'IT IS ABOUT 90 FEET S OF THE N END OF THE HILL, 65 FEET N OF THE
 BM1051'S EDGE, 14 FEET E OF A TRIANGULAR-BLAZED 12-INCH SCRUB OAK TREE,
 BM1051'AND 26 FEET SW OF A TRIANGULAR-BLAZED 12-INCH SCRUB OAK TREE.
 BM1051'THE BRONZE DISK IS SET IN A DRILL HOLE IN BEDROCK ABOUT 2 BY 3
 BM1051'FEET IN DIAMETER AND PROJECTS 2 INCHES.  IT IS STAMPED GAUSE
 BM1051'1943, AND IS SET FLUSH WITH THE ROCK SURFACE.
 BM1051'
 BM1051'REFERENCE MARK NO. 1 IS E OF THE STATION, 10 FEET N OF THE S
 BM1051'EDGE OF THE HILL, 50 FEET W OF THE E EDGE OF THE HILL, AND 25
 BM1051'FEET S OF DEEP HOLE IN THE SUMMIT OF THE HILL.  THE BRONZE DISK
 BM1051'IS SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS
 BM1051'STAMPED GAUSE NO. 1 1943.
 BM1051'
 BM1051'REFERENCE MARK NO. 2 IS S OF THE STATION, 15 FEET N OF THE
 BM1051'S EDGE OF THE HILL.  THE BRONZE DISK IS SET IN A DRILL HOLE IN
 BM1051'BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED GAUSE NO. 2 1943.
 BM1051'
 BM1051'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE.
 BM1051'
 BM1051'THE AZIMUTH MARK IS ABOUT 0.4 MILE SSW OF THE STATION, 1
 BM1051'FOOT E OF THE N AND S FENCE LINE, AND 30 FEET E OF THE CENTER OF
 BM1051'THE DIRT ROAD.  THE DISK IS STAMPED GAUSE 1943, AND PROJECTS
 BM1051'2 INCHES.  TO REACH FROM THE STATION.  GO W ON DIRT ROAD FOR 0.55
 BM1051'MILE TO THE MARK ON THE LEFT.
 BM1051'
 BM1051'TO REACH THE STATION FROM THE FLAG STATION IN GAUSE.  GO W ON
 BM1051'U.S. HIGHWAY 79 FOR 0.1 MILE TO A GRAVEL SIDE ROAD RIGHT.  TURN
 BM1051'RIGHT AND GO NW ON GRAVEL ROAD FOR 1.9 MILES TO A FORKS.  BEAR
 BM1051'RIGHT AND CONTINUE ON DIRT ROAD FOR 1.5 MILES TO THE TOP OF THE
 BM1051'HILL, AND END OF TRUCK TRAVEL.  FROM THIS POINT FOLLOW A
 BM1051'WELLBEATEN TRAIL RIGHT UPHILL TO THE HIGHEST POINT AND STATION.
 BM1051'(10 MIN.)
 BM1051'
 BM1051'NOTE--A 4-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 BM1051'
 BM1051'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BM1051
 BM1051                          STATION RECOVERY (1960)
 BM1051
 BM1051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BM1051'STATION NOT FOUND.
 BM1051'
 BM1051'AREA WAS SEARCHED BUT TABLET WAS NOT FOUND.
 BM1051'
 BM1051'REFERENCE MARK NO. 2 WAS FOUND BUT WAS BATTERED FROM ATTEMPTS TO
 BM1051'REMOVE.
 BM1051'
 BM1051'REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT FOUND.
 BM1051'
 BM1051'AREA IS A POPULAR SCENIC VIEW AND IT IS BELIEVED THE TABLET
 BM1051'WAS REMOVED.
 BM1051
 BM1051                          STATION RECOVERY (1961)
 BM1051
 BM1051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BM1051'THE ENTIRE TOP OF THE HILL HAS BEEN SEARCHED.  REFERENCE 2 WAS
 BM1051'FOUND BUT HAS BEEN BATTERED AND EXTENDS ABOUT HALF OUT OF THE DRILL
 BM1051'HOLE.
 BM1051
 BM1051                          STATION RECOVERY (1999)
 BM1051
 BM1051'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1113 ***********************************************************************
 CU1113  DESIGNATION -  GAY
 CU1113  PID         -  CU1113
 CU1113  STATE/COUNTY-  TX/HOWARD
 CU1113  USGS QUAD   -  LUTHER (1971)
 CU1113
 CU1113                         *CURRENT SURVEY CONTROL
 CU1113  ___________________________________________________________________
 CU1113* NAD 83(1993)-  32 28 16.97152(N)    101 27 54.81849(W)     ADJUSTED  
 CU1113* NAVD 88     -       832.     (meters)    2730.     (feet)  SCALED    
 CU1113  ___________________________________________________________________
 CU1113  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 CU1113  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CU1113
 CU1113  HORZ ORDER  -  SECOND
 CU1113
 CU1113.The horizontal coordinates were established by classical geodetic methods
 CU1113.and adjusted by the National Geodetic Survey in February 1996..
 CU1113
 CU1113.The orthometric height was scaled from a topographic map.
 CU1113
 CU1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1113
 CU1113.The geoid height was determined by GEOID03.
 CU1113
 CU1113;                    North         East     Units Scale Factor Converg.
 CU1113;SPC TXNC     - 2,093,168.965   321,307.645   MT  0.99992354   -1 37 02.0
 CU1113;SPC TXNC     - 6,867,338.51  1,054,156.83   sFT  0.99992354   -1 37 02.0
 CU1113;UTM  14      - 3,595,363.631   268,314.769   MT  1.00026197   -1 19 26.8
 CU1113
 CU1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1113!SPC TXNC     -   0.99987336  x   0.99992354  =   0.99979691
 CU1113!UTM  14      -   0.99987336  x   1.00026197  =   1.00013530
 CU1113
 CU1113|---------------------------------------------------------------------|
 CU1113| PID    Reference Object                     Distance      Geod. Az  |
 CU1113|                                                           dddmmss.s |
 CU1113| CH9425 GAY RM 1                             27.646 METERS 03643     |
 CU1113| CH9424 GAY AZ MK                                          1660907.9 |
 CU1113| CU1114 VORTAC BIG SPRINGS BGS              APPROX. 9.7 KM 1902112.6 |
 CU1113| CH9426 GAY RM 2                             27.170 METERS 26636     |
 CU1113|---------------------------------------------------------------------|
 CU1113
 CU1113                          SUPERSEDED SURVEY CONTROL
 CU1113
 CU1113  NAD 83(1986)-  32 28 16.97743(N)    101 27 54.81041(W) AD(       ) 2
 CU1113  NAD 27      -  32 28 16.56777(N)    101 27 53.35310(W) AD(       ) 2
 CU1113
 CU1113.Superseded values are not recommended for survey control.
 CU1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1113.See file dsdata.txt to determine how the superseded data were derived.
 CU1113
 CU1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA6831595364(NAD 83)
 CU1113_MARKER: DS = TRIANGULATION STATION DISK
 CU1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1113
 CU1113  HISTORY     - Date     Condition        Report By
 CU1113  HISTORY     - 1968     MONUMENTED       CGS
 CU1113  HISTORY     - 20030803 POOR             INDIV
 CU1113
 CU1113                          STATION DESCRIPTION
 CU1113
 CU1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1113'THE STATION IS LOCATED AIRLINE, ABOUT 6 MILES SOUTHEAST OF VEALMOOR,
 CU1113'2 MILES NORTH OF LUTHER AND ACROSS THE ROAD FROM THE GAY HILL
 CU1113'SCHOOL.
 CU1113'
 CU1113'TO REACH THE STATION FROM THE POST OFFICE IN VEALMOOR, GO SOUTH ON
 CU1113'A SURFACED ROAD FOR 5.0 MILES TO A SURFACED SIDE ROAD LEFT, TURN
 CU1113'LEFT AND GO EAST FOR 4.9 MILES TO A T ROAD INTERSECTION, THE GAY
 CU1113'HILL SCHOOL ON THE RIGHT AND THE STATION AS DESCRIBED.
 CU1113'
 CU1113'THE STATION MARK IS A STANDARD DISK STAMPED GAY 1968, SET IN THE
 CU1113'TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.  IT IS 84 FEET
 CU1113'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE T ROAD
 CU1113'INTERSECTION, 69 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 CU1113'ROAD, 33 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK
 CU1113'ROAD AND 3.5 FEET NORTHEAST OF A WITNESS POST.
 CU1113'
 CU1113'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GAY NO 1 1968, SET IN
 CU1113'THE TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH.  IT IS 176
 CU1113'FEET EAST OF THE GRAVELED ROAD, 94.1 FEET NORTHEAST OF THE WITNESS
 CU1113'POST, 28 FEET NORTH OF THE TRACK ROAD AND 2.6 FEET SOUTHWEST OF A
 CU1113'POWER POLE.
 CU1113'
 CU1113'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GAY NO 2 1968, SET IN
 CU1113'THE TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH.  IT IS 89.0
 CU1113'FEET WEST OF THE WITNESS POST, 45 FEET NORTH-NORTHWEST OF THE T
 CU1113'ROAD INTERSECTION, 19 FEET WEST OF THE GRAVELED ROAD, 5.3 FEET
 CU1113'NORTHEAST OF A POWER POLE, 2.0 FEET NORTHEAST OF A FENCE CORNER
 CU1113'POST AND 1.3 FEET EAST OF A FENCE.
 CU1113'
 CU1113'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GAY 1968, SET IN THE
 CU1113'TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS 39 FEET
 CU1113'EAST OF THE CENTER OF THE ROAD, 4.0 FEET SOUTHWEST OF A FENCE
 CU1113'CORNER POST, 1.8 FEET NORTH OF A WITNESS POST AND 1.6 FEET
 CU1113'WEST OF A FENCE.
 CU1113'
 CU1113'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 CU1113'SURFACED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 CU1113'
 CU1113'HEIGHT OF LIGHT ABOVE STATION MARK 21.0 METERS.
 CU1113
 CU1113                          STATION RECOVERY (2003)
 CU1113
 CU1113'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 CU1113'N 32.28.281 W 101.27.915
 CU1113'REFERENCE-2 32.28.247 101.27.929
 CU1113'AZIMUTH 32.27.889 101.27.799
 CU1113'REFERENCE 2 WAS FOUND PULLED OUT OF THE GROUND AND LAYING ON ITS SIDE.
 CU1113' 
 CU1113' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1013 ***********************************************************************
 GK1013  DESIGNATION -  GAY
 GK1013  PID         -  GK1013
 GK1013  STATE/COUNTY-  TX/LIPSCOMB
 GK1013  USGS QUAD   -  GAYLORD (1972)
 GK1013
 GK1013                         *CURRENT SURVEY CONTROL
 GK1013  ___________________________________________________________________
 GK1013* NAD 83(1993)-  36 26 54.73717(N)    100 26 49.29548(W)     ADJUSTED  
 GK1013* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 GK1013  ___________________________________________________________________
 GK1013  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 GK1013  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GK1013
 GK1013  HORZ ORDER  -  SECOND
 GK1013
 GK1013.The horizontal coordinates were established by classical geodetic methods
 GK1013.and adjusted by the National Geodetic Survey in February 1996..
 GK1013
 GK1013.The orthometric height was scaled from a topographic map.
 GK1013
 GK1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1013
 GK1013.The geoid height was determined by GEOID03.
 GK1013
 GK1013;                    North         East     Units Scale Factor Converg.
 GK1013;SPC TX N     - 1,272,153.036   294,404.514   MT  1.00007265   +0 36 36.8
 GK1013;SPC TX N     - 4,173,722.09    965,892.14   sFT  1.00007265   +0 36 36.8
 GK1013;SPC OK N     -   163,485.583   380,655.786   MT  0.99995740   -1 26 38.8
 GK1013;SPC OK N     -   536,368.95  1,248,868.19   sFT  0.99995740   -1 26 38.8
 GK1013;UTM  14      - 4,034,672.736   370,321.364   MT  0.99980719   -0 51 35.3
 GK1013
 GK1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1013!SPC TX N     -   0.99986935  x   1.00007265  =   0.99994199
 GK1013!SPC OK N     -   0.99986935  x   0.99995740  =   0.99982675
 GK1013!UTM  14      -   0.99986935  x   0.99980719  =   0.99967656
 GK1013
 GK1013|---------------------------------------------------------------------|
 GK1013| PID    Reference Object                     Distance      Geod. Az  |
 GK1013|                                                           dddmmss.s |
 GK1013| CK9696 GAY RM 1                             15.120 METERS 09434     |
 GK1013| GK1012 GAYLORD W B JOHNSON GRAIN ELEV      APPROX. 0.9 KM 1435425.2 |
 GK1013| GK1014 GAY 2                                 5.728 METERS 18041     |
 GK1013| CK9697 GAY RM 2                             15.569 METERS 26554     |
 GK1013| CK9695 GAY AZ MK                                          2724830.3 |
 GK1013| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX. 8.3 KM 2730622.7 |
 GK1013| CK9698 GAY 2 AZ MK                                        2731400.8 |
 GK1013| GK1016 BOOKER EQUITY GRAIN ELEVATOR        APPROX. 7.9 KM 2755218.2 |
 GK1013|---------------------------------------------------------------------|
 GK1013
 GK1013                          SUPERSEDED SURVEY CONTROL
 GK1013
 GK1013  NAD 83(1993)-  36 26 54.73711(N)    100 26 49.29546(W) AD(       ) 2
 GK1013  NAD 83(1986)-  36 26 54.74358(N)    100 26 49.28425(W) AD(       ) 2
 GK1013  NAD 27      -  36 26 54.63000(N)    100 26 47.77100(W) AD(       ) 2
 GK1013
 GK1013.Superseded values are not recommended for survey control.
 GK1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1013.See file dsdata.txt to determine how the superseded data were derived.
 GK1013
 GK1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF7032134673(NAD 83)
 GK1013_MARKER: DS = TRIANGULATION STATION DISK
 GK1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1013
 GK1013  HISTORY     - Date     Condition        Report By
 GK1013  HISTORY     - 1951     MONUMENTED       CGS
 GK1013  HISTORY     - 1961     SEE DESCRIPTION  CGS
 GK1013  HISTORY     - 1961     SEE DESCRIPTION  CGS
 GK1013  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GK1013
 GK1013                          STATION DESCRIPTION
 GK1013
 GK1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GK1013'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 117,
 GK1013'ABOUT 5-1/2 MILES AIRLINE EAST OF BOOKER, ABOUT 1/2 MILE NORTHWEST
 GK1013'OF THE RAILROAD SIDING OF GAYLORD, AND 7 MILES AIRLINE WEST
 GK1013'OF DARROUZETT.
 GK1013'
 GK1013'TO REACH THE STATION FROM THE POST OFFICE IN BOOKER GO NORTH
 GK1013'0.1 MILE TO A STOP SIGN.  TURN RIGHT ONTO STATE HIGHWAY 117
 GK1013'AND GO 5.0 MILES TO A TRIANGLE BLAZED POWERLINE POLE AND
 GK1013'THE AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT AHEAD 0.4 MILE
 GK1013'TO A WHITE WITNESS POST AND THE STATION ON THE RIGHT.
 GK1013'
 GK1013'THE STATION MARK IS A STANDARD DISK STAMPED GAY 1951 SET IN THE TOP
 GK1013'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 GK1013'ABOVE THE GROUND.  IT IS 5 FEET EAST OF A WHITE WITNESS POST,
 GK1013'5 FEET NORTH OF AN EAST-WEST FENCE LINE, AND 45 FEET SOUTH OF
 GK1013'THE CENTERLINE OF STATE HIGHWAY 117.
 GK1013'
 GK1013'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GAY NO 1
 GK1013'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 GK1013'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTH OF A
 GK1013'FENCE LINE, 48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GK1013'AND THE SAME ELEVATION AS THE STATION.
 GK1013'
 GK1013'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GAY NO 2
 GK1013'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 GK1013'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF
 GK1013'A FENCE LINE, 49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GK1013'AND THE SAME ELEVATION AS THE STATION.
 GK1013'
 GK1013'THE AZIMUTH MARK IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY
 GK1013'117 AND IS A STANDARD DISK STAMPED GAY 1951 SET IN THE TOP
 GK1013'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 GK1013'THE GROUND.  IT IS 3 FEET EAST OF A TRIANGLE BLAZED POWERLINE
 GK1013'POLE, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE, AND 49 FEET
 GK1013'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 GK1013
 GK1013                          STATION RECOVERY (1961)
 GK1013
 GK1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 GK1013'STATION WAS RECOVERED.  THE STANDARD DISK IS MISSING FROM
 GK1013'THE TOP OF THE 10-INCH SQUARE CONCRETE POST.  REFERENCE MARKS
 GK1013'NO. 1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GK1013'DID NOT RECOVER THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING
 GK1013'TO STATION SITE ARE CORRECT.
 GK1013
 GK1013                          STATION RECOVERY (1961)
 GK1013
 GK1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 GK1013'THE SUB-SURFACE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE
 GK1013'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE
 GK1013'STATION DISK WAS FOUND TO BE DESTROYED.  THE SUB-SURFACE STATION
 GK1013'DISK WAS HELD INTACT AND A NEW SURFACE DISK WAS SET.
 GK1013'
 GK1013'STATION MARK, A STANDARD DISK STAMPED GAY 1951 1961, IS SET
 GK1013'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 GK1013'IT IS 45 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 15,
 GK1013'AND 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A METAL WITNESS
 GK1013'POST WAS SET 5 FEET SOUTH OF STATION MARK IN THE RIGHT-OF-WAY
 GK1013'FENCE.
 GK1013'
 GK1013'THE 1951 DESCRIPTION IS ADEQUATE FOR RECOVERY, EXCEPT TEXAS
 GK1013'HIGHWAY 117 IS NOW TEXAS HIGHWAY 15.  THE ROUTE TO REACH THE
 GK1013'STATION WAS CHECKED AND FOUND TO BE CORRECT.
 GK1013
 GK1013                          STATION RECOVERY (1968)
 GK1013
 GK1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GK1013'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  REFERENCE
 GK1013'MARKS NO. 1, NO. 2 AND AZIMUTH MARK WERE FOUND TO BE DESTROYED.
 GK1013'DUE TO ROAD IMPROVEMENTS BEING MADE THE STATION WOULD BE
 GK1013'DESTROYED.  A NEW STATION GAY 2 WAS SET OUT OF THE CONSTRUCTION
 GK1013'AREA AND ITS POSITION DETERMINED BY TRAVERSE FROM GAY 1951 1961.
 GK1013'DISTANCE BEING 5.728 METERS (18.79 FEET) SOUTH FROM
 GK1013'TRIANGULATION STATION GAY TO GAY 2.
 GK1013'
 GK1013'THE GAY UNDERGROUND STATION MARK WILL BE UNDER THE ROAD BED
 GK1013'OF STATE HIGHWAY 15.
 GK1013'
 GK1013'HEIGHT OF LIGHT ABOVE STATION MARK 3 FEET.
 GK1013'
 GK1013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 GK1013'EAST OF BOOKER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1014 ***********************************************************************
 GK1014  DESIGNATION -  GAY 2
 GK1014  PID         -  GK1014
 GK1014  STATE/COUNTY-  TX/LIPSCOMB
 GK1014  USGS QUAD   -  GAYLORD (1972)
 GK1014
 GK1014                         *CURRENT SURVEY CONTROL
 GK1014  ___________________________________________________________________
 GK1014* NAD 83(1993)-  36 26 54.55136(N)    100 26 49.29822(W)     ADJUSTED  
 GK1014* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 GK1014  ___________________________________________________________________
 GK1014  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 GK1014  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 GK1014
 GK1014  HORZ ORDER  -  THIRD
 GK1014
 GK1014.The horizontal coordinates were established by classical geodetic methods
 GK1014.and adjusted by the National Geodetic Survey in February 1996..
 GK1014.No horizontal observational check was made to the station.
 GK1014
 GK1014.The orthometric height was scaled from a topographic map.
 GK1014
 GK1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1014
 GK1014.The geoid height was determined by GEOID03.
 GK1014
 GK1014;                    North         East     Units Scale Factor Converg.
 GK1014;SPC TX N     - 1,272,147.308   294,404.507   MT  1.00007264   +0 36 36.8
 GK1014;SPC TX N     - 4,173,703.29    965,892.12   sFT  1.00007264   +0 36 36.8
 GK1014;SPC OK N     -   163,479.859   380,655.573   MT  0.99995740   -1 26 38.8
 GK1014;SPC OK N     -   536,350.17  1,248,867.49   sFT  0.99995740   -1 26 38.8
 GK1014;UTM  14      - 4,034,667.012   370,321.210   MT  0.99980719   -0 51 35.3
 GK1014
 GK1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1014!SPC TX N     -   0.99986935  x   1.00007264  =   0.99994198
 GK1014!SPC OK N     -   0.99986935  x   0.99995740  =   0.99982675
 GK1014!UTM  14      -   0.99986935  x   0.99980719  =   0.99967656
 GK1014
 GK1014|---------------------------------------------------------------------|
 GK1014| PID    Reference Object                     Distance      Geod. Az  |
 GK1014|                                                           dddmmss.s |
 GK1014| GK1013 GAY                                   5.728 METERS 00041     |
 GK1014| CK9699 GAY 2 RM 3                           13.944 METERS 09006     |
 GK1014| CK9700 GAY 2 RM 4                           11.245 METERS 27039     |
 GK1014| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX. 8.3 KM 2730844.7 |
 GK1014| CK9698 GAY 2 AZ MK                                        2734258.6 |
 GK1014|---------------------------------------------------------------------|
 GK1014
 GK1014                          SUPERSEDED SURVEY CONTROL
 GK1014
 GK1014  NAD 83(1993)-  36 26 54.55129(N)    100 26 49.29820(W) AD(       ) 3
 GK1014  NAD 83(1986)-  36 26 54.55776(N)    100 26 49.28700(W) AD(       ) 3
 GK1014  NAD 27      -  36 26 54.44417(N)    100 26 47.77372(W) AD(       ) 3
 GK1014
 GK1014.Superseded values are not recommended for survey control.
 GK1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1014.See file dsdata.txt to determine how the superseded data were derived.
 GK1014
 GK1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF7032134667(NAD 83)
 GK1014_MARKER: DS = TRIANGULATION STATION DISK
 GK1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1014
 GK1014  HISTORY     - Date     Condition        Report By
 GK1014  HISTORY     - 1968     MONUMENTED       CGS
 GK1014
 GK1014                          STATION DESCRIPTION
 GK1014
 GK1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GK1014'THE STATION IS ABOUT 5-1/2 MILES EAST ALONG STATE HIGHWAY 15
 GK1014'FROM BOOKER AND 7 MILES WEST OF DARROUZETT, ALONG THE SOUTH
 GK1014'HIGHWAY RIGHT-OF-WAY.
 GK1014'
 GK1014'TO REACH FROM THE POST OFFICE IN BOOKER, GO NORTH 0.1 MILE
 GK1014'TO STATE HIGHWAY 15, TURN RIGHT, EAST, GO 5.1 MILES ON STATE
 GK1014'HIGHWAY 15 TO AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE
 GK1014'HIGHWAY 0.4 MILE TO STATION ON THE RIGHT.
 GK1014'
 GK1014'STATION MARKS ARE STANDARD DISKS, STAMPED GAY 2 1968.  THE
 GK1014'SURFACE DISK IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 GK1014'PROJECTS 3 INCHES ABOVE THE SURFACE OF GROUND.  IT IS 63 FEET
 GK1014'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 15, 2 FEET WEST OF
 GK1014'A METAL WITNESS POST AND 6 INCHES NORTH OF THE RIGHT-OF-WAY
 GK1014'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 GK1014'OF CONCRETE 34 INCHES BELOW THE SURFACE OF GROUND.
 GK1014'
 GK1014'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED GAY 2 NO 3
 GK1014'1968, IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE
 GK1014'SURFACE OF GROUND.  IT IS 63 FEET SOUTH OF THE CENTER LINE
 GK1014'OF HIGHWAY, AND 6 INCHES NORTH OF THE RIGHT-OF-WAY FENCE.
 GK1014'
 GK1014'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED GAY 2 NO 4 1968,
 GK1014'IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE
 GK1014'OF GROUND.  IT IS 63 FEET SOUTH OF THE CENTER LINE OF HIGHWAY,
 GK1014'AND 6 INCHES NORTH OF THE RIGHT-OF-WAY FENCE.
 GK1014'
 GK1014'AZIMUTH MARK A STANDARD DISK, STAMPED GAY 2 1968, IS SET IN A
 GK1014'10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 GK1014'IT IS 65 FEET NORTH OF THE CENTER LINE OF HIGHWAY, 10 FEET
 GK1014'SOUTHEAST OF POWER LINE POLE 21/13, 1 FOOT WEST OF A METAL
 GK1014'WITNESS POST, AND 6 INCHES SOUTH OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6761 ***********************************************************************
 AW6761  DESIGNATION -  GEARS
 AW6761  PID         -  AW6761
 AW6761  STATE/COUNTY-  TX/HARRIS
 AW6761  USGS QUAD   -  ALDINE (1995)
 AW6761
 AW6761                         *CURRENT SURVEY CONTROL
 AW6761  ___________________________________________________________________
 AW6761* NAD 83(1993)-  29 56 44.70716(N)    095 27 54.35772(W)     ADJUSTED  
 AW6761* NAVD 88     -        31.90   (+/-2cm)     104.7    (feet)  VERTCON   
 AW6761  ___________________________________________________________________
 AW6761  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6761  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AW6761
 AW6761  HORZ ORDER  -  FIRST
 AW6761  VERT ORDER  -  THIRD ? (See Below)
 AW6761
 AW6761.The horizontal coordinates were established by classical geodetic methods
 AW6761.and adjusted by the National Geodetic Survey in February 1996..
 AW6761
 AW6761.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6761.The vertical order pertains to the NGVD 29 superseded value.
 AW6761
 AW6761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6761
 AW6761.The geoid height was determined by GEOID03.
 AW6761
 AW6761;                    North         East     Units Scale Factor Converg.
 AW6761;SPC TXSC     - 4,239,272.464   941,175.479   MT  0.99991991   +1 43 54.5
 AW6761;SPC TXSC     -13,908,346.41  3,087,839.88   sFT  0.99991991   +1 43 54.5
 AW6761;UTM  15      - 3,315,330.125   262,080.576   MT  1.00029845   -1 13 52.0
 AW6761
 AW6761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6761!SPC TXSC     -   0.99999933  x   0.99991991  =   0.99991924
 AW6761!UTM  15      -   0.99999933  x   1.00029845  =   1.00029778
 AW6761
 AW6761:                Primary Azimuth Mark                     Grid Az
 AW6761:SPC TXSC     -  GEARS AZ MK                              086 11 19.2
 AW6761:UTM  15      -  GEARS AZ MK                              089 09 05.7
 AW6761
 AW6761|---------------------------------------------------------------------|
 AW6761| PID    Reference Object                     Distance      Geod. Az  |
 AW6761|                                                           dddmmss.s |
 AW6761| CV7197 GEARS AZ MK                                        0875513.7 |
 AW6761| CV7198 GEARS RM 1                           24.580 METERS 08908     |
 AW6761| CV7199 GEARS RM 2                           23.551 METERS 26946     |
 AW6761|---------------------------------------------------------------------|
 AW6761
 AW6761                          SUPERSEDED SURVEY CONTROL
 AW6761
 AW6761  NAD 83(1986)-  29 56 44.72199(N)    095 27 54.33931(W) AD(       ) 1
 AW6761  NAD 27      -  29 56 43.91961(N)    095 27 53.55674(W) AD(       ) 1
 AW6761  NGVD 29 (07/19/86)   31.90   (m)          104.7    (f) LEVELING    3  
 AW6761
 AW6761.Superseded values are not recommended for survey control.
 AW6761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6761.See file dsdata.txt to determine how the superseded data were derived.
 AW6761
 AW6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6208115330(NAD 83)
 AW6761_MARKER: DS = TRIANGULATION STATION DISK
 AW6761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6761_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6761
 AW6761  HISTORY     - Date     Condition        Report By
 AW6761  HISTORY     - 1968     MONUMENTED       CGS
 AW6761
 AW6761                          STATION DESCRIPTION
 AW6761
 AW6761'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6761'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF THE CENTER OF
 AW6761'HOUSTON, 5 MILES SOUTH-SOUTHWEST OF WESTFIELD, 0.05 MILE EAST OF THE
 AW6761'INTERSECTION OF GEARS AND STUEBNER-AIRLINE ROADS AND ON ROAD
 AW6761'RIGHT-OF-WAY.
 AW6761'
 AW6761'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 45 CROSSES OVER
 AW6761'GEARS ROAD WHICH IS ABOUT 5 MILES SOUTH OF WESTFIELD, GO WEST ON
 AW6761'GEARS ROAD FOR 2.35 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 AW6761'CONTINUE WEST ON GEARS ROAD FOR 0.55 MILE TO THE STATION ON THE
 AW6761'LEFT.
 AW6761'
 AW6761'THE STATION MARK IS A STANDARD DISK STAMPED GEARS 1968, SET IN THE
 AW6761'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 AW6761'INCHES ABOVE THE GROUND.  IT IS 161 FEET SOUTHWEST OF THE CENTER OF
 AW6761'THE INTERSECTION OF GEARS AND WALTERS ROAD, 39 FEET SOUTH OF THE
 AW6761'CENTER OF GEARS ROAD, 1.7 FEET NORTHWEST OF A METAL WITNESS POST
 AW6761'AND 0.6 OF A FOOT NORTH OF A WIRE FENCE.
 AW6761'
 AW6761'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GEARS NO 1 1968, SET
 AW6761'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6761'2 INCHES ABOVE THE GROUND.  IT IS 87 FEET SOUTHWEST OF THE CENTER
 AW6761'OF THE INTERSECTION OF GEARS AND WALTERS ROADS, 39 FEET SOUTH OF
 AW6761'THE CENTER OF GEARS ROAD, 30 FEET WEST OF THE NORTH END OF A CHAIN
 AW6761'LINK FENCE AND 0.7 OF A FOOT NORTH OF THE WIRE FENCE.
 AW6761'
 AW6761'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GEARS NO 2 1968, SET
 AW6761'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6761'2 INCHES ABOVE THE GROUND.  IT IS 96 FEET SOUTHEAST OF POWER LINE
 AW6761'POLE NO. 224, 39 FEET SOUTH OF THE CENTER OF GEARS ROAD AND 1 FOOT
 AW6761'NORTH OF THE WIRE FENCE.
 AW6761'
 AW6761'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GEARS 1968, SET IN THE
 AW6761'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 AW6761'INCHES ABOVE THE GROUND.  IT IS 39 FEET NORTH OF THE CENTER OF
 AW6761'GEARS ROAD, 4.4 FEET WEST OF POWER LINE POLE NO. 255, 1.3 FEET WEST
 AW6761'OF A WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 AW6761'
 AW6761'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1880 ***********************************************************************
 FL1880  DESIGNATION -  GEM
 FL1880  PID         -  FL1880
 FL1880  STATE/COUNTY-  TX/HEMPHILL
 FL1880  USGS QUAD   -  GEM (1967)
 FL1880
 FL1880                         *CURRENT SURVEY CONTROL
 FL1880  ___________________________________________________________________
 FL1880* NAD 83(1993)-  35 47 34.27084(N)    100 05 56.28740(W)     ADJUSTED  
 FL1880* NAVD 88     -       792.1    (meters)    2599.     (feet)  VERTCON   
 FL1880  ___________________________________________________________________
 FL1880  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 FL1880  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 FL1880
 FL1880  HORZ ORDER  -  FIRST
 FL1880
 FL1880.The horizontal coordinates were established by classical geodetic methods
 FL1880.and adjusted by the National Geodetic Survey in February 1996..
 FL1880
 FL1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1880
 FL1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1880
 FL1880.The geoid height was determined by GEOID03.
 FL1880
 FL1880;                    North         East     Units Scale Factor Converg.
 FL1880;SPC TX N     - 1,199,792.610   326,638.854   MT  0.99993223   +0 48 43.0
 FL1880;SPC TX N     - 3,936,319.59  1,071,647.64   sFT  0.99993223   +0 48 43.0
 FL1880;SPC OK N     -    90,020.069   410,276.659   MT  0.99996665   -1 14 19.3
 FL1880;SPC OK N     -   295,340.84  1,346,049.34   sFT  0.99996665   -1 14 19.3
 FL1880;UTM  14      - 3,961,530.274   400,692.241   MT  0.99972152   -0 38 34.0
 FL1880
 FL1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1880!SPC TX N     -   0.99988011  x   0.99993223  =   0.99981235
 FL1880!SPC OK N     -   0.99988011  x   0.99996665  =   0.99984676
 FL1880!UTM  14      -   0.99988011  x   0.99972152  =   0.99960166
 FL1880
 FL1880|---------------------------------------------------------------------|
 FL1880| PID    Reference Object                     Distance      Geod. Az  |
 FL1880|                                                           dddmmss.s |
 FL1880| CK9703 GEM RM 1                             23.109 METERS 00202     |
 FL1880| CK9702 GEM AZ MK                                          0373505.6 |
 FL1880| CK9704 GEM RM 2                             39.603 METERS 09319     |
 FL1880|---------------------------------------------------------------------|
 FL1880
 FL1880                          SUPERSEDED SURVEY CONTROL
 FL1880
 FL1880  NAD 83(1993)-  35 47 34.27094(N)    100 05 56.28739(W) AD(       ) 1
 FL1880  NAD 83(1986)-  35 47 34.27668(N)    100 05 56.27587(W) AD(       ) 1
 FL1880  NAD 27      -  35 47 34.11500(N)    100 05 54.83700(W) AD(       ) 1
 FL1880  NGVD 29 (07/19/86)  791.8    (m)         2598.     (f) VERT ANG       
 FL1880
 FL1880.Superseded values are not recommended for survey control.
 FL1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1880.See file dsdata.txt to determine how the superseded data were derived.
 FL1880
 FL1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0069261530(NAD 83)
 FL1880_MARKER: DS = TRIANGULATION STATION DISK
 FL1880_SETTING: 0 = UNSPECIFIED SETTING
 FL1880
 FL1880  HISTORY     - Date     Condition        Report By
 FL1880  HISTORY     - 1927     MONUMENTED       CGS
 FL1880  HISTORY     - 1952     GOOD             CGS
 FL1880
 FL1880                          STATION DESCRIPTION
 FL1880
 FL1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FL1880'ABOUT 1-1/2 MILES E OF 1/2 MILE N OF THE VILLAGE OF GEM, ON
 FL1880'THE HIGHEST POINT OF A PROMINENT HILL WHICH BREAKS OFF SHARPLY
 FL1880'TO THE W AND N, AND HAS A GRADUAL SLOPE ON THE E AND S.
 FL1880'
 FL1880'TO REACH FROM GEM TAKE ROUTE 24 E 1.6 MILES TO TURN, THENCE N
 FL1880'1/2 MILE TO GATE AT CORNER, AND W 400 METERS (1312 FEET) TO
 FL1880'STATION.
 FL1880'
 FL1880'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 FL1880'IN CONCRETE.
 FL1880'
 FL1880'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE 23.10
 FL1880'METERS (75.8 FEET) FROM STATION N 02 DEG 03 MIN E.
 FL1880'
 FL1880'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN ROCK OUTCROP,
 FL1880'39.59 METERS (129.9 FEET) FROM STATION S 86 DEG 41 MIN E.
 FL1880
 FL1880                          STATION RECOVERY (1952)
 FL1880
 FL1880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1880'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 FL1880'CONDITION.  AN AZIMUTH MARK WAS SET BY THIS PARTY.  A NEW
 FL1880'DESCRIPTION FOLLOWS.
 FL1880'
 FL1880'THE STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF CANADIAN,
 FL1880'2 MILES EAST-NORTHEAST OF THE GEM POST OFFICE, 4 FEET NORTHEAST
 FL1880'OF A WITNESS POST, AND ON THE HIGHEST POINT OF A PROMINENT HILL
 FL1880'ON LAND OWNED BY MR. D.U. HARDIN.
 FL1880'
 FL1880'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN
 FL1880'INTERSECTION IN CANADIAN.  GO SOUTH ON U.S. HIGHWAY 60 FOR
 FL1880'7.6 MILES TO THE JUNCTION OF U.S. HIGHWAYS 60 AND 83 AND STATE
 FL1880'ROUTE 170, TURN LEFT AND GO EAST ON STATE ROUTE 170 FOR 15.4
 FL1880'MILES TO THE GEM POST OFFICE ON THE LEFT.  CONTINUE EAST FOR 2.2
 FL1880'MILES TO A GATE ON THE RIGHT, TURN RIGHT THROUGH THE GATE AND
 FL1880'GO SOUTH FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FL1880'CONTINUE SOUTH FOR 0.2 MILE TO A GATE ON THE RIGHT, TURN RIGHT
 FL1880'THROUGH THE GATE AND GO WEST FOR 0.35 MILE TO THE HIGHEST
 FL1880'POINT OF THE HILL AND THE STATION SITE.
 FL1880'
 FL1880'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 FL1880'CONCRETE POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS
 FL1880'STAMPED GEM 1927.
 FL1880'
 FL1880'REFERENCE MARK NO. 1 IS 2 FEET LOWER THAN THE STATION MARK.  THE
 FL1880'MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE POST.  THE
 FL1880'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED GEM R.M. 1 1927.
 FL1880'
 FL1880'REFERENCE MARK NO. 2 IS 4 FEET LOWER THAN THE STATION MARK.
 FL1880'THE MARK IS A STANDARD BRONZE DISK SET IN AN OUTCROPPING OF
 FL1880'BEDROCK.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 FL1880'STAMPED GEM R.M. 2 1927.
 FL1880'
 FL1880'THE AZIMUTH MARK IS A STANDARD BRONZE REFERENCE MARK DISK SET IN
 FL1880'A CONCRETE POST.  IT IS 13 FEET WEST OF A TRACK ROAD, 2 FEET
 FL1880'SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE LINE.  THE
 FL1880'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED GEM 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1025 ***********************************************************************
 AW1025  DESIGNATION -  GEMINI
 AW1025  PID         -  AW1025
 AW1025  STATE/COUNTY-  TX/HARRIS
 AW1025  USGS QUAD   -  LEAGUE CITY (1995)
 AW1025
 AW1025                         *CURRENT SURVEY CONTROL
 AW1025  ___________________________________________________________________
 AW1025* NAD 83(1986)-  29 33 33.     (N)    095 05 22.     (W)     SCALED    
 AW1025* NAVD 88     -         5.13   (+/-2cm)      16.8    (feet)  VERTCON   
 AW1025  ___________________________________________________________________
 AW1025  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1025
 AW1025  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1025
 AW1025.The horizontal coordinates were scaled from a topographic map and have
 AW1025.an estimated accuracy of +/- 6 seconds.
 AW1025
 AW1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1025.The vertical order pertains to the NGVD 29 superseded value.
 AW1025
 AW1025.The geoid height was determined by GEOID03.
 AW1025
 AW1025;                    North         East    Units  Estimated Accuracy
 AW1025;SPC TXSC     - 4,197,600.      978,850.      MT  (+/- 180 meters Scaled)
 AW1025
 AW1025                          SUPERSEDED SURVEY CONTROL
 AW1025
 AW1025  NGVD 29 (??/??/92)    5.130  (m)           16.83   (f) ADJ UNCH    1 2
 AW1025
 AW1025.Superseded values are not recommended for survey control.
 AW1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1025.See file dsdata.txt to determine how the superseded data were derived.
 AW1025
 AW1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN975717(NAD 83)
 AW1025_MARKER: Z = SEE DESCRIPTION
 AW1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1025+STABILITY: SURFACE MOTION
 AW1025
 AW1025  HISTORY     - Date     Condition        Report By
 AW1025  HISTORY     - UNK      MONUMENTED       CGS
 AW1025  HISTORY     - 1973     GOOD             NGS
 AW1025  HISTORY     - 1978     GOOD             NGS
 AW1025  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1025  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1025  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW1025
 AW1025                          STATION DESCRIPTION
 AW1025
 AW1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1025'IN JMC.
 AW1025'AT THE LYNDON B. JOHNSON SPACECRAFT CENTER, 0.35 MILE SOUTH ALONG
 AW1025'SECOND STREET FROM THE JUNCTION OF AVENUE B, THENCE 0.1 MILE EAST
 AW1025'ACROSS LAWN TO AN AIR CONDITIONING TOWER, 15 FEET SOUTH OF THE TOWER,
 AW1025'24 FEET WEST OF THE WEST WALL OF BUILDING NO. 48, A BRASS ROD IN THE
 AW1025'TOP OF A CONCRETE POST IN THE CENTER OF FOUR METAL PIPES THAT ARE
 AW1025'CONNECTED BY A CHAIN, AND ABOUT LEVEL WITH THE GROUND.
 AW1025
 AW1025                          STATION RECOVERY (1978)
 AW1025
 AW1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1025'RECOVERED IN GOOD CONDITION.
 AW1025
 AW1025                          STATION RECOVERY (1987)
 AW1025
 AW1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1025'NOT RECOVERED, CONSIDER DESTROYED BY THE CONSTRUCTION OF A NEW AIR
 AW1025'CONDITIONING WATER TOWER. GEMINI 2 HAS BEEN ESTABLISHED IN THIS AREA.
 AW1025
 AW1025                          STATION RECOVERY (1988)
 AW1025
 AW1025'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1025'MARK NOT FOUND.
 AW1025
 AW1025                          STATION RECOVERY (1998)
 AW1025
 AW1025'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5600 ***********************************************************************
 AW5600  DESIGNATION -  GEMINI 2
 AW5600  PID         -  AW5600
 AW5600  STATE/COUNTY-  TX/HARRIS
 AW5600  USGS QUAD   -  LEAGUE CITY (1995)
 AW5600
 AW5600                         *CURRENT SURVEY CONTROL
 AW5600  ___________________________________________________________________
 AW5600* NAD 83(1986)-  29 33 33.     (N)    095 05 23.     (W)     SCALED    
 AW5600* NAVD 88     -         5.144  (meters)      16.88   (feet)  ADJUSTED  
 AW5600  ___________________________________________________________________
 AW5600  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW5600  DYNAMIC HT  -           5.137 (meters)      16.85  (feet)  COMP
 AW5600  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 AW5600
 AW5600  VERT ORDER  -  FIRST     CLASS II
 AW5600
 AW5600.The horizontal coordinates were scaled from a topographic map and have
 AW5600.an estimated accuracy of +/- 6 seconds.
 AW5600
 AW5600.The orthometric height was determined by differential leveling
 AW5600.and adjusted by the National Geodetic Survey in June 1991..
 AW5600
 AW5600.The geoid height was determined by GEOID03.
 AW5600
 AW5600.The dynamic height is computed by dividing the NAVD 88
 AW5600.geopotential number by the normal gravity value computed on the
 AW5600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5600.degrees latitude (g = 980.6199 gals.).
 AW5600
 AW5600.The modeled gravity was interpolated from observed gravity values.
 AW5600
 AW5600;                    North         East    Units  Estimated Accuracy
 AW5600;SPC TXSC     - 4,197,600.      978,830.      MT  (+/- 180 meters Scaled)
 AW5600
 AW5600                          SUPERSEDED SURVEY CONTROL
 AW5600
 AW5600  NGVD 29 (12/23/87)    5.141  (m)           16.87   (f) ADJUSTED    1 2
 AW5600
 AW5600.Superseded values are not recommended for survey control.
 AW5600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5600.See file dsdata.txt to determine how the superseded data were derived.
 AW5600
 AW5600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN975717(NAD 83)
 AW5600_MARKER: DH = HORIZONTAL CONTROL DISK
 AW5600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5600_SP_SET: CONCRETE POST
 AW5600_STAMPING: GEMINI 2 1984
 AW5600_MARK LOGO: NGS   
 AW5600_PROJECTION: FLUSH
 AW5600_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW5600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5600+STABILITY: SURFACE MOTION
 AW5600
 AW5600  HISTORY     - Date     Condition        Report By
 AW5600  HISTORY     - 1984     MONUMENTED       NGS
 AW5600  HISTORY     - 1987     GOOD             USPSQD
 AW5600  HISTORY     - 1987     GOOD             NGS
 AW5600  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW5600
 AW5600                          STATION DESCRIPTION
 AW5600
 AW5600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AW5600'THE STATION IS LOCATED AT THE JOHNSON SPACE CENTER, 32 KM (19.90 MI)
 AW5600'SOUTH OF HOUSTON, NORTHEAST OF BUILDING 45, WEST OF MISSION CONTROL
 AW5600'AND SOUTHWEST OF THE BELL TELEPHONE BUILDING IN A GRASSY AREA. STATION
 AW5600'MARK, STAMPED---GEMINI 2 1984---IS A STANDARD DISK SET IN THE TOP OF A
 AW5600'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 38.77 METERS
 AW5600'(127.20 FT) SOUTHEAST OF A TUNNEL VENT, 17.13 METERS (56.20 FT) WEST
 AW5600'OF A VENT AND 13.84 METERS (45.41 FT) SOUTHWEST OF A V SCRIBED IN A
 AW5600'SIDEWALK.  NO REFERENCE MARKS WERE TIED IN AT THIS TIME.
 AW5600
 AW5600                          STATION RECOVERY (1987)
 AW5600
 AW5600'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW5600'RECOVERED IN GOOD CONDITION.
 AW5600
 AW5600                          STATION RECOVERY (1987)
 AW5600
 AW5600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5600'0.2 KM (0.1 MI) SW FROM JOHNSON SPACE CENTER.
 AW5600'AT THE JOHNSON SPACE CENTER, 0.55 KM (0.35 MI) SOUTH ALONG SECOND
 AW5600'STREET FROM THE JUNCTION OF AVENUE B TO THE MARK ON THE LEFT, ON THE
 AW5600'SOUTH SIDE OF BUILDING NO. 47 WHICH IS OCCUPIED BY THE SOUTHWESTERN
 AW5600'BELL TELEPHONE COMPANY, AT THE CENTER OF FOUR IRON PIPES FILLED WITH
 AW5600'CONCRETE AND CONNECTED BY A CHAIN, 78.64 METERS (258.0 FT) SOUTHEAST
 AW5600'OF THE SOUTHEAST CURB OF SECOND STREET, 20.94 METERS (120.0 FT)
 AW5600'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING NO. 47, 20.94
 AW5600'METERS (68.7 FT) NORTHWEST OF THE CENTER OF THE NORTH-SOUTH SIDEWALK,
 AW5600'14.54 METERS (47.7 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE EAST-WEST
 AW5600'SIDEWALK.
 AW5600
 AW5600                          STATION RECOVERY (1993)
 AW5600
 AW5600'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6997 ***********************************************************************
 AW6997  DESIGNATION -  GEMINI 3
 AW6997  PID         -  AW6997
 AW6997  STATE/COUNTY-  TX/HARRIS
 AW6997  USGS QUAD   -  LEAGUE CITY (1995)
 AW6997
 AW6997                         *CURRENT SURVEY CONTROL
 AW6997  ___________________________________________________________________
 AW6997* NAD 83(1993)-  29 33 28.71667(N)    095 05 28.94721(W)     ADJUSTED  
 AW6997* NAVD 88     -         4.859  (meters)      15.94   (feet)  READJUSTED
 AW6997  ___________________________________________________________________
 AW6997  X           -    -492,759.382 (meters)                     COMP
 AW6997  Y           -  -5,530,664.253 (meters)                     COMP
 AW6997  Z           -   3,127,835.458 (meters)                     COMP
 AW6997  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AW6997  ELLIP HEIGHT-         -22.18  (meters)          (02/16/96) GPS OBS
 AW6997  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW6997  DYNAMIC HT  -           4.850 (meters)      15.91  (feet)  COMP
 AW6997  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 AW6997
 AW6997  HORZ ORDER  -  THIRD
 AW6997  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 AW6997  ELLP ORDER  -  FIFTH     CLASS I
 AW6997
 AW6997.The horizontal coordinates were established by GPS observations
 AW6997.and adjusted by the National Geodetic Survey in February 1996..
 AW6997
 AW6997.The orthometric height was determined by differential leveling
 AW6997.and adjusted by the National Geodetic Survey in August 1995..
 AW6997.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 AW6997.distribution rate of 4.1 thru 8.0 mm/km.
 AW6997.The height was derived from older observations constrained to new
 AW6997.heights in a crustal motion area.  The height is approximate in
 AW6997.relation to other heights in its vicinity.
 AW6997
 AW6997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW6997
 AW6997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6997
 AW6997.The ellipsoidal height was determined by GPS observations
 AW6997.and is referenced to NAD 83.
 AW6997
 AW6997.The geoid height was determined by GEOID03.
 AW6997
 AW6997.The dynamic height is computed by dividing the NAVD 88
 AW6997.geopotential number by the normal gravity value computed on the
 AW6997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW6997.degrees latitude (g = 980.6199 gals.).
 AW6997
 AW6997.The modeled gravity was interpolated from observed gravity values.
 AW6997
 AW6997;                    North         East     Units Scale Factor Converg.
 AW6997;SPC TXSC     - 4,197,464.786   978,669.407   MT  0.99987079   +1 54 53.6
 AW6997;SPC TXSC     -13,771,182.39  3,210,851.21   sFT  0.99987079   +1 54 53.6
 AW6997;UTM  15      - 3,271,631.972   297,380.628   MT  1.00010659   -1 01 55.3
 AW6997
 AW6997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6997!SPC TXSC     -   1.00000348  x   0.99987079  =   0.99987427
 AW6997!UTM  15      -   1.00000348  x   1.00010659  =   1.00011007
 AW6997
 AW6997|---------------------------------------------------------------------|
 AW6997| PID    Reference Object                     Distance      Geod. Az  |
 AW6997|                                                           dddmmss.s |
 AW6997| AW7004 MARS                                230.758 METERS 02453     |
 AW6997|---------------------------------------------------------------------|
 AW6997
 AW6997                          SUPERSEDED SURVEY CONTROL
 AW6997
 AW6997  ELLIP H (01/21/93)  -22.15   (m)                       GP(       ) 4 2
 AW6997  NAD 83(1986)-  29 33 28.73101(N)    095 05 28.92845(W) AD(       ) 3
 AW6997  NAD 83(1986)-  29 33 28.73159(N)    095 05 28.92918(W) AD(       ) 3
 AW6997  NGVD 29 (06/12/91)    4.9    (m)           16.     (f) GPS OBS        
 AW6997
 AW6997.Superseded values are not recommended for survey control.
 AW6997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6997.See file dsdata.txt to determine how the superseded data were derived.
 AW6997
 AW6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9738171632(NAD 83)
 AW6997_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AW6997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6997_SP_SET: CONCRETE POST
 AW6997_STAMPING: GEMINI 3 1987
 AW6997_MARK LOGO: NGS   
 AW6997_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW6997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6997+STABILITY: SURFACE MOTION
 AW6997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6997+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 AW6997
 AW6997  HISTORY     - Date     Condition        Report By
 AW6997  HISTORY     - 1987     MONUMENTED       NGS
 AW6997  HISTORY     - 1987     GOOD             USPSQD
 AW6997  HISTORY     - 1987     GOOD             NGS
 AW6997  HISTORY     - 1988     GOOD             USPSQD
 AW6997  HISTORY     - 1988     GOOD             USPSQD
 AW6997  HISTORY     - 19911111 GOOD             SURCON
 AW6997  HISTORY     - 19981017 GOOD             USPSQD
 AW6997  HISTORY     - 20020620 GOOD             INDIV
 AW6997  HISTORY     - 20040325 GOOD             USPSQD
 AW6997  HISTORY     - 20050620 GOOD             NASA
 AW6997
 AW6997                          STATION DESCRIPTION
 AW6997
 AW6997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW6997'THE STATION IS LOCATED ABOUT 38.6 KM (24.0 MI)
 AW6997'SOUTHEAST OF HOUSTON, 3.2 KM (2.0 MI) SOUTHEAST OF CLEAR LAKE CITY
 AW6997'AND AT THE NASA LYNDON B. JOHNSON SPACE CENTER.
 AW6997'OWNERSHIP--NASA, MR GLENN SPENCER, BUILDING 45, ROOM 712A,
 AW6997'LYNDON B JOHNSON SPACE CENTER, 2101 NASA ROAD 1, HOUSTON TX 77058,
 AW6997'PHONE 713-483-3168.
 AW6997'
 AW6997'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND
 AW6997'NASA ROAD 1, ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF CLEAR LAKE CITY, GO
 AW6997'EAST ON NASA ROAD 1 FOR 4.2 KM (2.6 MI) TO THE ENTRANCE TO THE NASA
 AW6997'FACILITY ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.1 KM (0.05 MI)
 AW6997'TO A GUARD BUILDING. (CONTACT MR. SPENCER IN THE OWNERSHIP
 AW6997'INFORMATION BEFORE ANY SURVEY WORK IS DONE TO OBTAIN PASSES).
 AW6997'CONTINUE AHEAD FOR 0.9 KM (0.55 MI) TO THE STATION ON THE LEFT JUST
 AW6997'AFTER ENTRANCE TO PARKING LOT.
 AW6997'
 AW6997'THE STATION IS A STANDARD NGS DISK
 AW6997'STAMPED---GEMINI 3 1987---,
 AW6997'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AW6997'35 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AW6997'14.9 METERS (49.0 FT) WEST FROM THE CENTER OF SOUTHBOUND LANES,
 AW6997'14.4 METERS (47.3 FT) NORTH FROM THE PARKING LOT ENTRANCE AND 3.6
 AW6997'METERS (11.7 FT) SOUTH OF THE SIDEWALK. NO INFORMATION AVAILABLE
 AW6997'AS TO WHETHER THERE IS AN UNDERGROUND MARK.
 AW6997'
 AW6997'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW6997'
 AW6997'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW6997'
 AW6997'DESCRIBED BY T.F. DAWS.
 AW6997
 AW6997                          STATION RECOVERY (1987)
 AW6997
 AW6997'RECOVERY NOTE BY US POWER SQUADRON 1987 (HL)
 AW6997'RECOVERED IN GOOD CONDITION.
 AW6997
 AW6997                          STATION RECOVERY (1987)
 AW6997
 AW6997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW6997'RECOVERED IN GOOD CONDITION.
 AW6997
 AW6997                          STATION RECOVERY (1988)
 AW6997
 AW6997'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW6997'RECOVERED IN GOOD CONDITION.
 AW6997
 AW6997                          STATION RECOVERY (1988)
 AW6997
 AW6997'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW6997'RECOVERED IN GOOD CONDITION.
 AW6997
 AW6997                          STATION RECOVERY (1991)
 AW6997
 AW6997'RECOVERY NOTE BY SURVEYING CONSULTANTS 1991
 AW6997'THE STATION IS LOCATED ABOUT 38.6 KM (24.0 MI) SOUTHEAST OF HOUSTON,
 AW6997'3.2 KM (2.0 MI) SOUTHEAST OF CLEAR LAKE CITY AND AT THE NASA LYNDON
 AW6997'B. JOHNSON SPACE CENTER.  OWNERSHIP--NASA, MR GLENN SPENCER,
 AW6997'BUILDING 45, ROOM 712A, LYNDON B JOHNSON SPACE CENTER, 2101 NASA ROAD
 AW6997'1, HOUSTON TX 77058, PHONE 713-483-3168.  TO REACH THE STATION FROM
 AW6997'THE JUNCTION OF INTERSTATE HIGHWAY 45 AND NASA ROAD 1, ABOUT 6.4 KM
 AW6997'(4.0 MI) SOUTHEAST OF CLEAR LAKE CITY, GO EAST ON NASA ROAD 1 FOR 4.2
 AW6997'KM (2.6 MI) TO THE ENTRANCE TO THE NASA FACILITY ON THE LEFT.  TURN
 AW6997'LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) TO A GUARD BUILDING.  (CONTACT
 AW6997'MR. SPENCER IN THE OWNERSHIP INFORMATION BEFORE ANY SURVEY WORK IS
 AW6997'DONE TO OBTAIN PASSES).  CONTINUE AHEAD FOR 0.9 KM (0.55 MI) TO THE
 AW6997'STATION ON THE LEFT JUST AFTER ENTRANCE TO PARKING LOT.  THE STATION
 AW6997'IS A STANDARD NGS DISK STAMPED---GEMINI 3 1987---, SET INTO THE TOP
 AW6997'OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER FLUSH WITH GROUND.
 AW6997'LOCATED 14.9 METERS (49.0 FT) WEST FROM THE CENTER OF SOUTHBOUND
 AW6997'LANES, 14.4 METERS (47.3 FT) NORTH FROM THE PARKING LOT ENTRANCE AND
 AW6997'3.6 METERS (11.7 FT) SOUTH OF THE SIDEWALK.  NO INFORMATION AVAILABLE
 AW6997'AS TO WHETHER THERE IS AN UNDERGROUND MARK.
 AW6997
 AW6997                          STATION RECOVERY (1998)
 AW6997
 AW6997'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6997'RECOVERED IN GOOD CONDITION.
 AW6997
 AW6997                          STATION RECOVERY (2002)
 AW6997
 AW6997'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RDH)
 AW6997'RECOVERED IN GOOD CONDITION.
 AW6997
 AW6997                          STATION RECOVERY (2004)
 AW6997
 AW6997'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6997'RECOVERED IN GOOD CONDITION.
 AW6997
 AW6997                          STATION RECOVERY (2005)
 AW6997
 AW6997'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW6997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3032 ***********************************************************************
 CS3032  DESIGNATION -  GENDY
 CS3032  PID         -  CS3032
 CS3032  STATE/COUNTY-  TX/TARRANT
 CS3032  USGS QUAD   -  LAKE WORTH (1982)
 CS3032
 CS3032                         *CURRENT SURVEY CONTROL
 CS3032  ___________________________________________________________________
 CS3032* NAD 83(1993)-  32 46 05.05696(N)    097 27 28.41222(W)     ADJUSTED  
 CS3032* NAVD 88     -       206.3    (meters)     677.     (feet)  VERTCON   
 CS3032  ___________________________________________________________________
 CS3032  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CS3032  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CS3032
 CS3032  HORZ ORDER  -  SECOND
 CS3032
 CS3032.The horizontal coordinates were established by classical geodetic methods
 CS3032.and adjusted by the National Geodetic Survey in February 1996..
 CS3032
 CS3032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3032
 CS3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3032
 CS3032.The geoid height was determined by GEOID03.
 CS3032
 CS3032;                    North         East     Units Scale Factor Converg.
 CS3032;SPC TXNC     - 2,122,618.843   697,629.468   MT  0.99988480   +0 34 06.1
 CS3032;SPC TXNC     - 6,963,958.65  2,288,806.01   sFT  0.99988480   +0 34 06.1
 CS3032;UTM  14      - 3,626,628.006   644,440.278   MT  0.99985725   +0 50 05.3
 CS3032
 CS3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3032!SPC TXNC     -   0.99997201  x   0.99988480  =   0.99985681
 CS3032!UTM  14      -   0.99997201  x   0.99985725  =   0.99982926
 CS3032
 CS3032|---------------------------------------------------------------------|
 CS3032| PID    Reference Object                     Distance      Geod. Az  |
 CS3032|                                                           dddmmss.s |
 CS3032| CY1939 GENDY RM 1                           17.910 METERS 04821     |
 CS3032| CY1938 GENDY AZ MK                                        0564437.2 |
 CS3032| CS2980 FORT WORTH ARLINGTN HTS MUN TK      APPROX. 6.5 KM 1234151.6 |
 CS3032| CS2982 FORT WORTH WTR DEPT CALMONT TK      APPROX. 4.5 KM 1450510.6 |
 CS3032| CY1940 GENDY RM 2                           22.950 METERS 31652     |
 CS3032|---------------------------------------------------------------------|
 CS3032
 CS3032                          SUPERSEDED SURVEY CONTROL
 CS3032
 CS3032  NAD 83(1993)-  32 46 05.05977(N)    097 27 28.39535(W) AD(       ) 2
 CS3032  NAD 83(1986)-  32 46 05.06017(N)    097 27 28.39528(W) AD(       ) 2
 CS3032  NAD 27      -  32 46 04.59555(N)    097 27 27.32192(W) AD(       ) 2
 CS3032  NGVD 29 (07/19/86)  206.3    (m)          677.     (f) VERT ANG       
 CS3032
 CS3032.Superseded values are not recommended for survey control.
 CS3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3032.See file dsdata.txt to determine how the superseded data were derived.
 CS3032
 CS3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4444026628(NAD 83)
 CS3032_MARKER: DS = TRIANGULATION STATION DISK
 CS3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3032+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 CS3032
 CS3032  HISTORY     - Date     Condition        Report By
 CS3032  HISTORY     - 1967     MONUMENTED       CGS
 CS3032  HISTORY     - 20050616 GOOD             USPSQD
 CS3032
 CS3032                          STATION DESCRIPTION
 CS3032
 CS3032'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3032'THE STATION IS LOCATED ON PROPERTY OF THE FORT WORTH DIVISION OF
 CS3032'GENERAL DYNAMICS CORPERATION, ON HIGH GROUND ABOUT 1/2 MILE
 CS3032'WEST OF THE MAIN PLANT, ABOUT 50 YARDS NORTHEAST OF A FENCE
 CS3032'SURROUNDING A GROUP OF TRANSFORMERS, AND IS UNDER A NORTHEAST-BY
 CS3032'SOUTHWEST POWER LINE.
 CS3032'
 CS3032'STATION MARKS ARE STANDARD DISKS, STAMPED GENDY 1967.  THE SURFACE
 CS3032'DISK IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS3032'OF GROUND.  IT IS 130.8 FEET SOUTHWEST OF THE WEST ONE OF 2
 CS3032'POWERLINE POLES, AND 129.0 FEET NORTHEAST OF 2 POWERLINE POLES.
 CS3032'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CS3032'ABOUT 3 FEET BELOW THE SURFACE OF GROUND.
 CS3032'
 CS3032'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GENDY NO 1 1967,
 CS3032'IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 CS3032'GROUND.  IT IS 72.0 FEET SOUTHWEST OF THE WEST ONE OF TWO
 CS3032'POWERLINE POLES, AND ABOUT SAME ELEVATION AS THE STATION.
 CS3032'
 CS3032'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GENDY NO 2 1967, IS
 CS3032'SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS3032'OF THE GROUND.  IT IS ABOUT 60 FEET NORTHWEST OF THE POWER LINE,
 CS3032'AND ABOUT THE SAME ELEVATION AS THE STATION.
 CS3032'
 CS3032'AZIMUTH MARK, A STANDARD DISK, STAMPED GENDY 1967, IS SET IN A
 CS3032'12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CS3032'GROUND.  IT IS ON THE SOUTHWEST BANK OF A DITCH, 2.4 FEET WEST
 CS3032'OF A METAL WITNESS POST.
 CS3032'
 CS3032'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTHEAST ACROSS
 CS3032'OPEN GROUND FOR 0.3 MILE TO AZIMUTH MARK AS DESCRIBED.
 CS3032'
 CS3032'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 CS3032
 CS3032                          STATION RECOVERY (2005)
 CS3032
 CS3032'RECOVERY NOTE BY US POWER SQUADRON 2005 (RBP)
 CS3032'TWO REFERENCE MARKS FOUND IN GOOD CONDITION.  AZIMUTH MARK NOT FOUND.
 CS3032'LIKELY DESTROYED DURING CONSTRUCTION OF NEW BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1287 ***********************************************************************
 CR1287  DESIGNATION -  GENERAL ELECTRIC CORP WATER TK
 CR1287  PID         -  CR1287
 CR1287  STATE/COUNTY-  TX/SMITH
 CR1287  USGS QUAD   -  TYLER SOUTH (1973)
 CR1287
 CR1287                         *CURRENT SURVEY CONTROL
 CR1287  ___________________________________________________________________
 CR1287* NAD 83(1993)-  32 17 41.13285(N)    095 15 36.24013(W)     ADJUSTED  
 CR1287* NAVD 88     -                                                        
 CR1287  ___________________________________________________________________
 CR1287  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 CR1287  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR1287
 CR1287  HORZ ORDER  -  THIRD
 CR1287
 CR1287.The horizontal coordinates were established by classical geodetic methods
 CR1287.and adjusted by the National Geodetic Survey in February 1996..
 CR1287
 CR1287
 CR1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1287
 CR1287.The geoid height was determined by GEOID03.
 CR1287
 CR1287;                    North         East     Units Scale Factor Converg.
 CR1287;SPC TXNC     - 2,074,355.722   905,107.181   MT  0.99995920   +1 46 01.3
 CR1287;SPC TXNC     - 6,805,615.40  2,969,505.81   sFT  0.99995920   +1 46 01.3
 CR1287;UTM  15      - 3,575,351.494   287,186.520   MT  1.00015853   -1 12 28.6
 CR1287
 CR1287                          SUPERSEDED SURVEY CONTROL
 CR1287
 CR1287  NAD 83(1986)-  32 17 41.14137(N)    095 15 36.22619(W) AD(       ) 4
 CR1287  NAD 27      -  32 17 40.58900(N)    095 15 35.41200(W) AD(       ) 3
 CR1287
 CR1287.Superseded values are not recommended for survey control.
 CR1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1287.See file dsdata.txt to determine how the superseded data were derived.
 CR1287
 CR1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR8718775351(NAD 83)
 CR1287_MARKER: 53 = ELEVATED TANK
 CR1287
 CR1287  HISTORY     - Date     Condition        Report By
 CR1287  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1287
 CR1287                          STATION DESCRIPTION
 CR1287
 CR1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1287'STATION IS LOCATED ABOUT 3 MILES SOUTH OF TYLER AND ABOUT
 CR1287'0.4 MILE NORTH OF THE GENERAL ELECTRIC CORP. PLANT.  IT
 CR1287'IS ABOUT 150 FEET EAST OF STATE HIGHWAY NUMBER 110.  THE
 CR1287'TANK IS SUPPORTED BY AN EIGHT LEGGED STEEL STRUCTURE, SILVER
 CR1287'IN COLOR, AND HAS AN OVERALL HEIGHT OF 157 FEET.
 CR1287'
 CR1287'THE TOP AND CENTER WAS THE POINT INTERSECTED.
 CR1287'
 CR1287'TO REACH THE STATION FROM THE ENTRANCE TO THE PLANT AND
 CR1287'STATE HIGHWAY NUMBER 110, GO NORTH ON STATE HIGHWAY NUMBER 110
 CR1287'FOR 0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2998 ***********************************************************************
 BX2998  DESIGNATION -  GENEVA
 BX2998  PID         -  BX2998
 BX2998  STATE/COUNTY-  TX/SABINE
 BX2998  USGS QUAD   -  GENEVA (1984)
 BX2998
 BX2998                         *CURRENT SURVEY CONTROL
 BX2998  ___________________________________________________________________
 BX2998* NAD 83(1993)-  31 29 37.16881(N)    093 55 08.41523(W)     ADJUSTED  
 BX2998* NAVD 88     -       172.1    (meters)     565.     (feet)  VERTCON   
 BX2998  ___________________________________________________________________
 BX2998  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BX2998  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BX2998
 BX2998  HORZ ORDER  -  FIRST
 BX2998
 BX2998.The horizontal coordinates were established by classical geodetic methods
 BX2998.and adjusted by the National Geodetic Survey in February 1996..
 BX2998
 BX2998.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2998
 BX2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2998
 BX2998.The geoid height was determined by GEOID03.
 BX2998
 BX2998;                    North         East     Units Scale Factor Converg.
 BX2998;SPC TX C     - 3,220,098.131 1,309,030.018   MT  0.99991853   +3 18 13.5
 BX2998;SPC TX C     -10,564,605.28  4,294,709.32   sFT  0.99991853   +3 18 13.5
 BX2998;SPC LA N     -   111,054.955   865,193.883   MT  0.99994195   -0 45 00.8
 BX2998;SPC LA N     -   364,352.80  2,838,556.93   sFT  0.99994195   -0 45 00.8
 BX2998;UTM  15      - 3,484,679.427   412,719.784   MT  0.99969396   -0 28 48.4
 BX2998
 BX2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2998!SPC TX C     -   0.99997723  x   0.99991853  =   0.99989576
 BX2998!SPC LA N     -   0.99997723  x   0.99994195  =   0.99991918
 BX2998!UTM  15      -   0.99997723  x   0.99969396  =   0.99967120
 BX2998
 BX2998:                Primary Azimuth Mark                     Grid Az
 BX2998:SPC TX C     -  BRITTAIN RESET                           007 57 50.1
 BX2998:SPC LA N     -  BRITTAIN RESET                           012 01 04.4
 BX2998:UTM  15      -  BRITTAIN RESET                           011 44 52.0
 BX2998
 BX2998|---------------------------------------------------------------------|
 BX2998| PID    Reference Object                     Distance      Geod. Az  |
 BX2998|                                                           dddmmss.s |
 BX2998| BX3047 BRITTAIN RESET                      APPROX.15.4 KM 0111603.6 |
 BX2998| CV7627 GENEVA RM 2                          52.066 METERS 04741     |
 BX2998| CV7628 GENEVA RM 3                                        05556     |
 BX2998| BX2990 CHAMBERS HILL LOT                   APPROX. 8.3 KM 1101410.3 |
 BX2998| BX2989 MILAM SABINE R AUTH KHT 89          APPROX. 9.0 KM 1122753.2 |
 BX2998| CV7626 GENEVA RM 1                          26.539 METERS 15415     |
 BX2998| BX2994 YELLOWPINE LOT                      APPROX.25.6 KM 1563012.9 |
 BX2998| BX2992 HEMPHILL WATER TANK                 APPROX.18.2 KM 1574755.4 |
 BX2998| BY2630 BRONSON LOT                         APPROX.16.8 KM 2080919.0 |
 BX2998|---------------------------------------------------------------------|
 BX2998
 BX2998                          SUPERSEDED SURVEY CONTROL
 BX2998
 BX2998  NAD 83(1986)-  31 29 37.17714(N)    093 55 08.40984(W) AD(       ) 1
 BX2998  NAD 27      -  31 29 36.52961(N)    093 55 07.72940(W) AD(       ) 1
 BX2998  NGVD 29 (07/19/86)  172.1    (m)          565.     (f) VERT ANG       
 BX2998
 BX2998.Superseded values are not recommended for survey control.
 BX2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2998.See file dsdata.txt to determine how the superseded data were derived.
 BX2998
 BX2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ1272084679(NAD 83)
 BX2998_MARKER: DS = TRIANGULATION STATION DISK
 BX2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2998
 BX2998  HISTORY     - Date     Condition        Report By
 BX2998  HISTORY     - 1931     MONUMENTED       CGS
 BX2998  HISTORY     - 1934     GOOD             CGS
 BX2998  HISTORY     - 1937     GOOD             TXHD
 BX2998  HISTORY     - 1938     GOOD             LOCSUR
 BX2998  HISTORY     - 1941     GOOD             LOCSUR
 BX2998  HISTORY     - 1943     GOOD             USE
 BX2998  HISTORY     - 1952     MARK NOT FOUND   AMS
 BX2998  HISTORY     - 1972     GOOD             NGS
 BX2998
 BX2998                          STATION DESCRIPTION
 BX2998
 BX2998'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BX2998'ONE MILE N OF GENEVA, A TOWN ON HIGHWAY 21, ABOUT 100 METERS
 BX2998'(328 FEET) W OF THE GENEVA-SARON ROAD, ON THE HIGH POINT OF
 BX2998'A HIGH WOODED HILL, 4.9 METERS (16 FEET) SE OF AN 18-INCH OAK
 BX2998'TREE WITH TRIANGULAR BLAZE, ON LAND BELONGING TO J.E. MINTON,
 BX2998'OF HEMPHILL.
 BX2998'
 BX2998'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BX2998'DISKS SET IN CONCRETE.
 BX2998'
 BX2998'REFERENCE MARK NO. 1 IS IN WOODS, 26.53 METERS (87.0 FEET)
 BX2998'FROM STATION.
 BX2998'
 BX2998'REFERENCE MARK NO. 2 IS ABOUT 3 METERS (10 FEET) E OF OLD ROAD
 BX2998'THROUGH WOODS LEADING TO STATION, AND 55 METERS (180 FEET)
 BX2998'FROM STATION.
 BX2998
 BX2998                          STATION RECOVERY (1934)
 BX2998
 BX2998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WSD)
 BX2998'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BX2998
 BX2998                          STATION RECOVERY (1937)
 BX2998
 BX2998'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BX2998'RECOVERED IN GOOD CONDITION.
 BX2998'
 BX2998'STATION WAS REACHED FROM STATE HIGHWAY 21 IN THE TOWN OF GENEVA
 BX2998'BY GOING N ON COUNTRY ROAD 0.3 MILE TO A ROAD FORK.  TAKE
 BX2998'LEFT-HAND FORK AND FOLLOW ROAD FOR 1 MILE, FROM WHICH POINT
 BX2998'THE STATION IS S 61 DEG W 400 FEET.
 BX2998
 BX2998                          STATION RECOVERY (1938)
 BX2998
 BX2998'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1938
 BX2998'RECOVERED BY REPUBLIC PRODUCTION CO. GEOPHYSICAL DEPT.
 BX2998'
 BX2998'STATION RECOVERED IN GOOD CONDITION.
 BX2998
 BX2998                          STATION RECOVERY (1941)
 BX2998
 BX2998'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 BX2998'RECOVERED BY REPUBLIC PRODUCTION CO. GEOPHYSICAL DEPT.
 BX2998'
 BX2998'RECOVERED IN GOOD CONDITION.
 BX2998
 BX2998                          STATION RECOVERY (1943)
 BX2998
 BX2998'RECOVERY NOTE BY US ENGINEERS 1943
 BX2998'STATION AND REFERENCE MARKS 1 AND 2 WERE ALL RECOVERED IN GOOD
 BX2998'CONDITION AS DESCRIBED.
 BX2998
 BX2998                          STATION RECOVERY (1952)
 BX2998
 BX2998'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BX2998'A TWO-HOUR SEARCH BY FOUR MEN FAILED TO LOCATE THIS STATION.
 BX2998'IT HAS PROBABLY BEEN DESTROYED BY HIGHWAY CONSTRUCTION IN THE
 BX2998'VICINITY.
 BX2998
 BX2998                          STATION RECOVERY (1972)
 BX2998
 BX2998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2998'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 BX2998'CONDITION.  A CHECK WAS MADE FOR DISTANCE AND DIRECTION.  THE
 BX2998'DIRECTION WAS FOUND CORRECT AS STATED IN THE 1931 DESCRIPTION.
 BX2998'THE DISTANCE WAS FOUND IN ERROR TO REFERENCE MARK 2 BY 10 FEET
 BX2998'AND IT HAS BEEN REPEATINGLY REPORTED AS BEING 180 FEET.  IT IS
 BX2998'170.82 FEET OR 52.066 METERS.  REFERENCE MARK 1 THE DISTANCE WAS
 BX2998'FOUND ADEQUATE.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 BX2998'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BX2998'
 BX2998'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF
 BX2998'BRONSON, 10-1/2 MILES EAST-SOUTHEAST OF SAN AUGUSTINE, 10-1/2
 BX2998'MILES NORTH-NORTHWEST OF HEMPHILL AND 1 MILE NORTH OF GENEVA.
 BX2998'IT IS ABOUT 0.1 MILE WEST OF FARM TO MARKET ROAD 330.  IT IS
 BX2998'ON PROPERTY OWNED BY THE MINTON ESTATE, C/O
 BX2998'MR. JOHN MINTON, TYLER, TEXAS.
 BX2998'
 BX2998'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21
 BX2998'AND FARM TO MARKET ROAD 330 THAT IS WEST OF THE POST OFFICE
 BX2998'IN GENEVA, GO NORTH ON FARM TO MARKET ROAD 330 FOR 1.15 MILE TO A
 BX2998'SIDE ROAD LEFT.  CONTINUE NORTH ON FARM TO MARKET ROAD FOR
 BX2998'0.15 MILE TO A WOODS ROAD ON THE LEFT, WEST SIDE OF ROAD.  TURN
 BX2998'LEFT ON WOODS ROAD AND GO WESTERLY FOR ABOUT 100 YARDS TO A
 BX2998'FORK AND REFERENCE MARK 3 ON THE RIGHT, NORTH SIDE OF ROADS.
 BX2998'TAKE THE LEFT FORK AND GO SOUTHWEST, SOUTH AND WEST ON DIM
 BX2998'WOODS ROAD FOR 0.1 MILE TO A TRIANGLE-BLAZED TREE ON THE LEFT
 BX2998'AND STATION AS DESCRIBED.
 BX2998'
 BX2998'THE STATION MARKS ARE STANDARD DISKS STAMPED GENEVA 1931.  THE
 BX2998'SURFACE DISK IS SET IN THE TOP OF A 12 X 12 INCH CONCRETE
 BX2998'MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT
 BX2998'IS 40 FEET EAST OF A 16 INCH OAK TREE, 37 FEET NORTHWEST OF A
 BX2998'16 INCH OAK TREE, 22 FEET NORTHEAST OF A 12 INCH PINE TREE
 BX2998'AND 4 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BX2998'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 BX2998'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2998'
 BX2998'REFERENCE MARK 1, A STANDARD DISK STAMPED GENEVA NO 2 1931, IS
 BX2998'SET IN THE TOP OF A 12 X 12 INCH CONCRETE MONUMENT THAT PROJECTS
 BX2998'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 27.5 FEET SOUTH OF
 BX2998'A 20 INCH OAK TREE, 15 FEET WEST-SOUTHWEST OF A 6 INCH PINE
 BX2998'TREE AND 10.5 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 BX2998'TRACK ROAD.
 BX2998'
 BX2998'REFERENCE MARK 2, A STANDARD DISK STAMPED GENEVA NO 2 1931,
 BX2998'IS SET IN THE TOP OF A 12 X 12 INCH CONCRETE MONUMENT THAT
 BX2998'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET
 BX2998'SOUTH-SOUTHEAST OF A 6 INCH GUM TREE, 18 FEET WEST OF A 6 INCH
 BX2998'PINE TREE AND 2.5 FEET NORTH OF A 4 INCH GUM TREE.
 BX2998'
 BX2998'REFERENCE MARK 3, A STANDARD DISK STAMPED GENEVA NO 3 1931
 BX2998'1971, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BX2998'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 BX2998'IS 14 FEET WEST OF A 16 INCH OAK TREE, 10 FEET NORTH OF THE
 BX2998'APPROXIMATE CENTER OF TRACK ROAD, 2.8 FEET SOUTHWEST OF METAL
 BX2998'WITNESS POST WITH SIGN ATTACHED AND 2.2 FEET SOUTH-SOUTHEAST OF
 BX2998'A 6 INCH PINE TREE.
 BX2998'
 BX2998'NO MEASUREMENT BETWEEN R.M.S DUE TO TREES AND HEAVY UNDERBRUSH
 BX2998'ON LINE.
 BX2998'
 BX2998'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 BX2998'
 BX2998'HEIGHT OF LIGHT ABOVE STATION MARK 85.6 FEET.
 BX2998'
 BX2998'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ONE MILE
 BX2998'NORTH OF GENEVA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9230 ***********************************************************************
 AF9230  DESIGNATION -  GENEVIEW
 AF9230  PID         -  AF9230
 AF9230  STATE/COUNTY-  TX/STONEWALL
 AF9230  USGS QUAD   -  KIOWA PEAK SW (1981)
 AF9230
 AF9230                         *CURRENT SURVEY CONTROL
 AF9230  ___________________________________________________________________
 AF9230* NAD 83(1993)-  33 17 13.18319(N)    100 09 36.70607(W)     ADJUSTED  
 AF9230* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 AF9230  ___________________________________________________________________
 AF9230  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AF9230  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AF9230
 AF9230  HORZ ORDER  -  THIRD
 AF9230
 AF9230.The horizontal coordinates were established by classical geodetic methods
 AF9230.and adjusted by the National Geodetic Survey in July 1998..
 AF9230
 AF9230.The orthometric height was scaled from a topographic map.
 AF9230
 AF9230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9230
 AF9230.The geoid height was determined by GEOID03.
 AF9230
 AF9230;                    North         East     Units Scale Factor Converg.
 AF9230;SPC TXNC     - 2,180,900.505   445,378.423   MT  0.99988103   -0 54 19.7
 AF9230;SPC TXNC     - 7,155,171.07  1,461,212.38   sFT  0.99988103   -0 54 19.7
 AF9230;UTM  14      - 3,683,704.358   391,968.600   MT  0.99974389   -0 38 12.5
 AF9230
 AF9230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9230!SPC TXNC     -   0.99991803  x   0.99988103  =   0.99979907
 AF9230!UTM  14      -   0.99991803  x   0.99974389  =   0.99966194
 AF9230
 AF9230                          SUPERSEDED SURVEY CONTROL
 AF9230
 AF9230.No superseded survey control is available for this station.
 AF9230
 AF9230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB9196983704(NAD 83)
 AF9230_MARKER: DS = TRIANGULATION STATION DISK
 AF9230
 AF9230  HISTORY     - Date     Condition        Report By
 AF9230  HISTORY     - 1925     MONUMENTED       USGS
 AF9230
 AF9230                          STATION DESCRIPTION
 AF9230
 AF9230'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 AF9230'LOCATED 10 MI. N. AND 3 MI. E. OF ASPERMONT, 2.5 MI. E. AND 1.5 MI. S.
 AF9230'OF GENEVIEW POST OFFICE AND MOUNT OLIVE SCHOOLHOUSE, ABOUT 1 MI. N. OF
 AF9230'SALT FORK OF BRAZOS RIVER, AND 1 MI. W. OF BINGHAM RANCH HOUSE, IN
 AF9230'PASTURE OWNED BY J. H. HILL, ON NE. AND HIGHEST POINT OF MESA ON W.
 AF9230'SIDE OF AND OVERLOOKING DARK CANYON.
 AF9230'TO REACH STATION FROM MOUNT OLIVE SCHOOLHOUSE, GO E. 2.5 MI. TO END OF
 AF9230'LANE, TURN S. ALONG E. SIDE OF FENCE AND FOLLOW TO JOG W., TURN W.
 AF9230'THROUGH GATE IN FENCE AT CORNER, AND CONTINUE S. KEEPING W. OF
 AF9230'PROMINENT KNOLL.  STATION IS 0.5 MI. S. OF THIS KNOLL AND THE LOCATION
 AF9230'CAN EASILY BE IDENTIFIED FROM THERE.
 AF9230'STATION LOCALITY IS RATHER VAGUE, MILEAGE DISTANCES COULD NOT BE
 AF9230'FOLLOWED DUE TO BRUSH, FENCE LINES APPEAR TO BE ABOUT THE SAME AS
 AF9230'DESCRIBED, ALTHOUGH JOG AND GATE COULD NOT BE FOUND.
 AF9230'STATION MARK--STANDARD TABLET STAMPED---TRIAN. STA. 1925---, SET IN
 AF9230'LARGE FLAT ROCK.
 AF9230'REFERENCE MARK NO. 1--A CROSS AND ARROW CUT ON OUTCROPPING ROCK, 14.05
 AF9230'FT. FROM STATION IN DIRECTION 11 DEGREES 55 MINUTES.
 AF9230'REFERENCE MARK NO. 2--A CROSS AND ARROW CUT ON OUTCROPPING ROCK, 20.50
 AF9230'FT. FROM STATION IN DIRECTION 242 DEGREES 19 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2082 ***********************************************************************
 AW2082  DESIGNATION -  GENOA
 AW2082  PID         -  AW2082
 AW2082  STATE/COUNTY-  TX/HARRIS
 AW2082  USGS QUAD   -  FRIENDSWOOD (1995)
 AW2082
 AW2082                         *CURRENT SURVEY CONTROL
 AW2082  ___________________________________________________________________
 AW2082* NAD 83(1993)-  29 37 21.67971(N)    095 12 06.67882(W)     ADJUSTED  
 AW2082* NAVD 88     -        12.48   (+/-2cm)      40.9    (feet)  VERTCON   
 AW2082  ___________________________________________________________________
 AW2082  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW2082  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW2082
 AW2082  HORZ ORDER  -  FIRST
 AW2082  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2082
 AW2082.The horizontal coordinates were established by classical geodetic methods
 AW2082.and adjusted by the National Geodetic Survey in February 1996..
 AW2082
 AW2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2082.The vertical order pertains to the NGVD 29 superseded value.
 AW2082
 AW2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2082
 AW2082.The geoid height was determined by GEOID03.
 AW2082
 AW2082;                    North         East     Units Scale Factor Converg.
 AW2082;SPC TXSC     - 4,204,280.462   967,736.893   MT  0.99987581   +1 51 38.7
 AW2082;SPC TXSC     -13,793,543.48  3,174,983.46   sFT  0.99987581   +1 51 38.7
 AW2082;UTM  15      - 3,279,002.837   286,810.384   MT  1.00016082   -1 05 19.5
 AW2082
 AW2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2082!SPC TXSC     -   1.00000230  x   0.99987581  =   0.99987811
 AW2082!UTM  15      -   1.00000230  x   1.00016082  =   1.00016312
 AW2082
 AW2082|---------------------------------------------------------------------|
 AW2082| PID    Reference Object                     Distance      Geod. Az  |
 AW2082|                                                           dddmmss.s |
 AW2082| AW1107 GENOA RM 1                                         02215     |
 AW2082| AW3837 GENOA RM 3                           25.920 METERS 02352     |
 AW2082| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX.18.3 KM 0394337.7 |
 AW2082| AW6767 DICKINSON ICE AND FUEL CO TANK      APPROX.22.7 KM 1410554.9 |
 AW2082| AW5333 HOUSTON S BASE                      APPROX.10.0 KM 2684508.8 |
 AW2082| AW6516 HOUSTON GARDEN VILLAS MUN TANK      APPROX.10.9 KM 2882414.5 |
 AW2082| AW6495 SOUTH HOUSTON AIRWAY BEACON         APPROX. 8.7 KM 2900220.9 |
 AW2082| AW3838 GENOA RM 2                           64.285 METERS 29017     |
 AW2082| AW6546 MEADOWBROOK MUNICIPAL TANK          APPROX. 7.9 KM 3124043.2 |
 AW2082| AW6438 SOUTH HOUSTON MUN TANK NO 1         APPROX. 5.9 KM 3210156.7 |
 AW2082| AW6426 DEEPWATER HL P STACK                APPROX.11.5 KM 3481909.5 |
 AW2082| CV7200 GENOA AZ MK                                        3493425.4 |
 AW2082|---------------------------------------------------------------------|
 AW2082
 AW2082                          SUPERSEDED SURVEY CONTROL
 AW2082
 AW2082  NAD 83(1986)-  29 37 21.69492(N)    095 12 06.65908(W) AD(       ) 1
 AW2082  NAD 27      -  29 37 20.86223(N)    095 12 05.89536(W) AD(       ) 1
 AW2082  NGVD 29 (??/??/92)   12.474  (m)           40.93   (f) ADJ UNCH    1 2
 AW2082
 AW2082.Superseded values are not recommended for survey control.
 AW2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2082.See file dsdata.txt to determine how the superseded data were derived.
 AW2082
 AW2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8681079003(NAD 83)
 AW2082_MARKER: DS = TRIANGULATION STATION DISK
 AW2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2082_STAMPING: GENOA 1931
 AW2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2082+STABILITY: SURFACE MOTION
 AW2082
 AW2082  HISTORY     - Date     Condition        Report By
 AW2082  HISTORY     - 1931     MONUMENTED       CGS
 AW2082  HISTORY     - 1937     GOOD             TXHD
 AW2082  HISTORY     - 1942     GOOD             CGS
 AW2082  HISTORY     - 1942     GOOD             CGS
 AW2082  HISTORY     - 1949     GOOD             HUMBLE
 AW2082  HISTORY     - 1951     GOOD             CGS
 AW2082  HISTORY     - 1952     GOOD             CGS
 AW2082  HISTORY     - 1964     GOOD             CGS
 AW2082  HISTORY     - 1967     GOOD             CGS
 AW2082  HISTORY     - 1968     GOOD             CGS
 AW2082  HISTORY     - 1973     GOOD             NGS
 AW2082  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2082  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2082  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2082  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2082
 AW2082                          STATION DESCRIPTION
 AW2082
 AW2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW2082'ABOUT 13 MILES SE OF HOUSTON, IN THE VILLAGE OF GENOA, ON
 AW2082'U.S. HIGHWAY 75, IN NW CORNER OF GENOA SCHOOL GROUNDS, 30
 AW2082'FEET SE OF NW CORNER OF SCHOOLYARD FENCE, 14.5 FEET S OF
 AW2082'FENCE, AND 108.9 FEET NW OF THE NW CORNER OF BRICK SCHOOLHOUSE.
 AW2082'
 AW2082'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW2082'DISKS SET IN CONCRETE.
 AW2082'
 AW2082'REFERENCE MARK NO. 2 IS 1 FOOT S OF FRONT FENCE AROUND BAPTIST
 AW2082'CHURCH, 41.3 FEET SW OF SW CORNER OF CHURCH, 30 FEET N OF
 AW2082'CENTER LINE OF SHELL ROAD, AND 210.9 FEET FROM STATION.
 AW2082'
 AW2082'REFERENCE MARK NO. 1 IS 16 YARDS (PACED) W OF W EDGE OF
 AW2082'CONCRETE ROAD (U.S. HIGHWAY 75) 13 YARDS (PACED) S OF CONCRETE
 AW2082'CULVERT ON W SIDE OF ROAD AND DIRECTLY ACROSS FROM WHITE
 AW2082'TELEPHONE POLE NO. 14 ON RAILROAD RIGHT-OF-WAY, E OF U.S.
 AW2082'HIGHWAY 75, AND APPROXIMATELY 1/4 MILE FROM STATION.
 AW2082'
 AW2082'STATION IS REACHED FROM HOUSTON VIA U.S. HIGHWAY 75 TO GENOA
 AW2082'RAILROAD STATION, THENCE BY SHELL ROAD W 1/4 MILE TO SCHOOL.
 AW2082'BEARING OF BLACK TANK IN CITY OF SOUTH HOUSTON IS N 38 DEG 58 MIN W.
 AW2082
 AW2082                          STATION RECOVERY (1937)
 AW2082
 AW2082'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW2082'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 AW2082'THE SCHOOL REFERRED TO IN DESCRIPTION, BUILT A GARAGE FOR
 AW2082'THEIR SCHOOL BUS DIRECTLY OVER THE STATION, BUT CAN BE LOCATED
 AW2082'INSIDE THE GARAGE.  NO ATTEMPT MADE TO RECOVER REFERENCE
 AW2082'MARKS.
 AW2082
 AW2082                          STATION RECOVERY (1942)
 AW2082
 AW2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW2082'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AW2082'A NEW REFERENCE MARK (REFERENCE MARK NO. 3) AND A NEW AZIMUTH
 AW2082'MARK WERE ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION
 AW2082'FOLLOWS--
 AW2082'
 AW2082'STATION IS AT THE W EDGE OF THE VILLAGE OF GENOA ON THE
 AW2082'GROUNDS OF THE GENOA ELEMENTARY SCHOOL, 109 FEET NW OF THE NW
 AW2082'CORNER OF THE SCHOOL BUILDING, AND 30 FEET SE OF A FENCE
 AW2082'CORNER.  IT IS STAMPED GENOA 1931 AND PROJECTS ABOUT 1 INCH.
 AW2082'
 AW2082'REFERENCE MARK NO. 2, 1931, IS WNW OF THE STATION, 41.3 FEET
 AW2082'SW OF THE SW CORNER OF THE BAPTIST CHURCH, 30 FEET N OF
 AW2082'THE CENTER LINE OF DUMAS ROAD, AND 1 FOOT S OF A FENCE.
 AW2082'IT IS STAMPED GENOA NO. 1 1931 AND PROJECTS ABOUT 10 INCHES.
 AW2082'
 AW2082'REFERENCE MARK NO. 1, 1931, IS NNE OF THE STATION AND IS NOT
 AW2082'VISIBLE FROM THE GROUND.  IT IS 58 FEET W OF THE CENTER LINE
 AW2082'OF U.S. HIGHWAY 75, 39 FEET S OF A CULVERT, AND 3 FEET S
 AW2082'OF A WHITE REFERENCE POST.  IT IS STAMPED GENOA NO. 2 1931
 AW2082'AND PROJECTS ABOUT 4 INCHES.
 AW2082'
 AW2082'REFERENCE MARK NO. 3, 1942, A STANDARD DISK, IS NNE OF THE
 AW2082'STATION, 24 FEET N OF THE CENTER LINE OF DUMAS ROAD, AND
 AW2082'2 FEET SW OF A 10-INCH SYCAMORE TREE.  IT IS STAMPED GENOA
 AW2082'NO. 3 1942 AND PROJECTS ABOUT 4 INCHES.
 AW2082'
 AW2082'THE AZIMUTH MARK, 1942, A STANDARD DISK, IS N OF THE STATION,
 AW2082'400 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 75, 33 FEET
 AW2082'S OF THE CENTER LINE OF A DIRT ROAD, 300 YARDS NW OF THE HILLCREST
 AW2082'NITE CLUB, AND 2 FEET E OF A WHITE REFERENCE POST.
 AW2082'IT IS STAMPED GENOA 1942 AND PROJECTS ABOUT 2 INCHES.
 AW2082'
 AW2082'A 90-FOOT SIGNAL AT HOUSTON SOUTH BASE IS VISIBLE AT 64
 AW2082'FEET.
 AW2082'
 AW2082'A 100-FOOT SIGNAL AT FIRE IS VISIBLE AT 50 FEET.
 AW2082'
 AW2082'A 90-FOOT SIGNAL AT SHELL IS VISIBLE AT 64 FEET.
 AW2082'
 AW2082'A 90-FOOT SIGNAL AT MORGAN POINT (U.S.E.) IS VISIBLE AT 64
 AW2082'FEET.
 AW2082
 AW2082                          STATION RECOVERY (1942)
 AW2082
 AW2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW2082'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 AW2082'
 AW2082'STATION IS ABOUT 13 MILES SE OF HOUSTON, AT THE W EDGE OF
 AW2082'VILLAGE OF GENOA, IN THE NW CORNER OF GENOA ELEMENTARY SCHOOL
 AW2082'GROUNDS, 109 FEET NW OF THE NW CORNER OF OLD SCHOOL BUILDING,
 AW2082'31 FEET SE OF THE CORNER OF SCHOOLYARD, 49.5 FEET S OF AND
 AW2082'ABOUT THE SAME ELEVATION AS THE CENTER LINE OF ALMEDA-GENOA
 AW2082'ROAD (HIGHWAY 75).  NOTE--GARAGE REPORTED OVER STATION HAS
 AW2082'BEEN REMOVED.  IT IS STAMPED GENOA 1931.  THE MONUMENT PROJECTS
 AW2082'ABOUT 0.1 FOOT.
 AW2082'
 AW2082'REFERENCE MARK NO. 1 IS ABOUT 0.25 MILE NORTHEASTERLY
 AW2082'FROM THE STATION, ABOUT 375 FEET NW OF INTERSECTION OF L
 AW2082'STREET LEADING W, 62.8 FEET SW OF THE CENTER LINE OF THE HIGHWAY,
 AW2082'45 FEET SE OF SE HEADWALL OF CONCRETE CULVERT, 39.4 FEET
 AW2082'SE OF POWER-LINE POLE AND 2 FEET E OF A 4- BY 4-INCH WOODEN
 AW2082'MARKER POST.  IT IS STAMPED GENOA NO. 1.  THE MONUMENT PROJECTS
 AW2082'ABOUT 0.4 FOOT.
 AW2082'
 AW2082'REFERENCE MARK NO. 2 IS 210.9 FEET WNW OF THE
 AW2082'STATION, 44.6 FEET SW OF THE SW CORNER OF FIRST BAPTIST
 AW2082'CHURCH, 32 FEET N OF THE CENTER LINE OF THE HIGHWAY AND 11
 AW2082'FEET NE OF POWERLINE POLE NO. 11.  IT IS STAMPED GENOA NO. 2
 AW2082'1931.
 AW2082'
 AW2082'REFERENCE MARK NO. 3 IS 85.1 FEET NNE OF THE STATION,
 AW2082'ABOUT 132 FEET NNW OF THE NW CORNER OF SCHOOL BUILDING,
 AW2082'34.4 FEET S OF THE SW CORNER OF YELLOW FRAME HOUSE, 26 FEET
 AW2082'N OF HIGHWAY, 2.1 FEET SW OF A 10-INCH SYCAMORE TREE.  IT
 AW2082'IS STAMPED GENOA NO. 3 1942.
 AW2082
 AW2082                          STATION RECOVERY (1949)
 AW2082
 AW2082'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1949 (JDE)
 AW2082'STATION RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 AW2082'FOLLOWS--
 AW2082'
 AW2082'STATION IS 1/4 MILE W OF GENOA S.P. RR. DEPOT, ON THE GROUNDS
 AW2082'OF THE GENOA ELEMENTARY SCHOOL, 109 FEET NW OF THE NW CORNER
 AW2082'OF THE SCHOOL CAFETERIA BUILDING (ORIGINAL SCHOOL BUILDING),
 AW2082'AND 30 FEET SE OF A FENCE CORNER.  IT IS STAMPED GENOA 1931
 AW2082'AND PROJECTS ABOUT 1 INCH.
 AW2082'
 AW2082'REFERENCE MARK PREVIOUSLY DESCRIBED AS REFERENCE MARK 1,
 AW2082'1931, RECOVERED IN GOOD CONDITION BUT FOUND TO BE STAMPED NO
 AW2082'2.  COMPLETE NEW DESCRIPTION FOLLOWS--
 AW2082'
 AW2082'R.M. IS A BRONZE DISK WNW OF THE STATION, 41.3 FEET SW OF
 AW2082'THE SW CORNER OF THE BAPTIST CHURCH, 30 FEET N OF THE CENTER
 AW2082'LINE OF DUMAS ROAD, AND 210.9 FEET FROM THE STATION.  IT IS
 AW2082'STAMPED GENOA NO 2 1931 AND PROJECTS ABOUT 10 INCHES.
 AW2082'
 AW2082'REFERENCE MARK PREVIOUSLY DESCRIBED AS REFERENCE MARK 2,
 AW2082'1931, UNABLE TO BE RECOVERED FROM DESCRIPTION.
 AW2082'
 AW2082'REFERENCE MARK 3, 1942, RECOVERED IN GOOD CONDITION.  DESCRIPTION
 AW2082'IS ADEQUATE.
 AW2082'
 AW2082'AZIMUTH MARK, 1942, RECOVERED IN GOOD CONDITION.  COMPLETE
 AW2082'NEW DESCRIPTION FOLLOWS--A BRONZE DISK IS N OF THE STATION
 AW2082'APPROXIMATELY 0.5 MILE, 260 FEET W OF THE CENTER LINE OF
 AW2082'U.S. HIGHWAY 75, 33 FEET S OF THE CENTER LINE OF A SHELL ROAD,
 AW2082'196.5 FEET NW OF THE NW CORNER OF THE HILLCREST NITE CLUB, AND 2
 AW2082'FEET E OF A WHITE REFERENCE POST.  IT IS STAMPED GENOA 1942 AND
 AW2082'PROJECTS ABOUT 2 INCHES.
 AW2082
 AW2082                          STATION RECOVERY (1951)
 AW2082
 AW2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 AW2082'0.2 MILE W ALONG THE ALMEDA AND GENOA ROAD FROM THE GALVESTON,
 AW2082'HOUSTON AND HENDERSON RAILROAD STATION AT GENOA, 109 FEET NW
 AW2082'OF THE NW CORNER OF AN OLD SCHOOL BUILDING, 49.5 FEET S OF THE
 AW2082'CENTER LINE OF THE ALMEDA AND GENOA ROAD, ON THE INSIDE OF A
 AW2082'GARAGE, 9 FEET S OF THE CENTER OF THE ENTRANCE TO THE GARAGE,
 AW2082'AND 7.7 FEET W OF THE E EDGE OF THE GARAGE.  IT IS A STANDARD
 AW2082'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 AW2082'WITH THE GROUND AND IS STAMPED GENOA 1931.
 AW2082'
 AW2082'R.M. 1 IS 0.4 MILE NE OF STATION, 0.2 MILE NW ALONG U.S. HIGHWAY
 AW2082'75 FROM THE GALVESTON, HOUSTON AND HENDERSON RAILROAD STATION AT
 AW2082'GENOA, 375 FEET NW OF THE CENTER OF A JUNCTION WITH L STREET
 AW2082'WHICH LEADS W, 45 FEET S OF THE SE END OF THE HEAD WALL OF A
 AW2082'CONCRETE CULVERT, 62.8 FEET SW OF THE CENTER LINE OF THE HIGHWAY,
 AW2082'AND 39.4 FEET SE OF THE POWER POLE.  IT IS A STANDARD REFERENCE
 AW2082'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 AW2082'ABOVE THE GROUND AND IS STAMPED GENOA NO 1 1931.
 AW2082'
 AW2082'R.M. 2 IS 210.9 FEET NW OF STATION, 44.6 FEET SW OF THE SW
 AW2082'CORNER OF THE FIRST BAPTIST CHURCH, 32 FEET N OF THE CENTER LINE
 AW2082'OF THE ROAD, AND 11 FEET NE OF A POWER POLE.  IT IS A STANDARD
 AW2082'REFERENCE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AW2082'0.9 FOOT ABOVE THE GROUND AND IS STAMPED GENOA NO 2 1931.
 AW2082'
 AW2082'R.M. 3 IS 85.1 FEET NE OF STATION, 132 FEET NW OF THE NW
 AW2082'CORNER OF AN OLD SCHOOL BUILDING, 26 FEET N OF THE CENTER LINE OF
 AW2082'THE ROAD, AND 1.5 FEET SW OF A 15-INCH SYCAMORE TREE.  IT IS A
 AW2082'STANDARD REFERENCE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW2082'PROJECTS 0.3 FOOT ABOVE THE GROUND AND IS STAMPED GENOA NO 3
 AW2082'1942.
 AW2082'
 AW2082'ALL MARKS ARE IN GOOD CONDITION.
 AW2082
 AW2082                          STATION RECOVERY (1952)
 AW2082
 AW2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW2082'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 AW2082'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 AW2082'REFERENCE MARK NO. 2, REFERENCE MARK NO. 3 AND THE AZIMUTH MARK
 AW2082'WERE DESTROYED.
 AW2082'
 AW2082'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW2082'
 AW2082'THE STATION IS LOCATED ABOUT 13.0 MILES SOUTHEAST OF HOUSTON IN
 AW2082'THE VILLAGE OF GENOA.  IT IS NOW LOCATED IN THE EARTH FLOOR OF
 AW2082'A GARAGE IN THE NORTHWEST CORNER OF THE GENOA SCHOOL GROUNDS.
 AW2082'IT IS ABOUT CENTER OF THE GARAGE NORTH AND SOUTH AND IN THE
 AW2082'WEST WHEEL TRACK ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 AW2082'IT IS STAMPED GENOA 1931.
 AW2082'
 AW2082'A MEASUREMENT AND DIRECTION WERE TAKEN FROM GENOA 2.
 AW2082'
 AW2082'TO REACH THE STATION FROM A POINT ON U.S. HIGHWAY NO. 75 IN
 AW2082'GENOA JUST WEST OF THE RAILROAD DEPOT, GO WEST ON A PAVED
 AW2082'STREET FOR 0.3 MILE TO THE GENOA SCHOOL ON THE LEFT AND A SMALL
 AW2082'GARAGE IN THE NORTHWEST CORNER OF THE SCHOOL GROUNDS AND THE
 AW2082'STATION IN THE FLOOR OF THE GARAGE AS DESCRIBED.
 AW2082
 AW2082                          STATION RECOVERY (1964)
 AW2082
 AW2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW2082'ABOUT 0.2 MILE WEST ALONG THE ALMEDA-GENOA ROAD FROM THE GALVESTON,
 AW2082'HOUSTON AND HENDERSON RAILROAD STATION AT GENOA, INSIDE OF A
 AW2082'SMALL METAL GARAGE, AT THE NORTHWEST CORNER OF SCHOOL PROPERTY,
 AW2082'AT THE JUNCTION OF THE ROAD AND FREECROFT STREET, 49 FEET SOUTH
 AW2082'OF THE CENTER LINE OF THE ALMEDA-GENOA ROAD, 90 FEET NORTH OF THE
 AW2082'NORTHWEST CORNER OF THE MOST WESTERLY BUILDING AT THE SCHOOL, 11
 AW2082'FEET NORTH OF THE SOUTH WALL OF THE GARAGE, 9 FEET SOUTH OF THE
 AW2082'CENTER OF A GARAGE DOOR, 4 FEET EAST OF THE WEST WALL OF THE
 AW2082'GARAGE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AW2082'CONCRETE POST FLUSH WITH THE GROUND.
 AW2082'
 AW2082'R.M. 1 WAS RECOVERED AS DESCRIBED.
 AW2082'
 AW2082'RM. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW2082'
 AW2082'R.M. 3 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW2082
 AW2082                          STATION RECOVERY (1967)
 AW2082
 AW2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GCR)
 AW2082'THE STATION WAS VISITED, AND THE STATION MARK WAS RECOVERED IN
 AW2082'GOOD CONDITION AS DESCRIBED BY R.I.E. IN 1952.
 AW2082'
 AW2082'THE REFERENCE MARK SET IN 1931 AND STAMPED REFERENCE MARK
 AW2082'NO. 2 HAS BEEN DESTROYED.
 AW2082'
 AW2082'THE REFERENCE MARK SET IN 1931 AND STAMPED REFERENCE MARK
 AW2082'NO. 1 WAS RECOVERED IN GOOD CONDITION.  IT IS A STANDARD
 AW2082'REFERENCE MARK DISK, STAMPED GENOA NO 1 1931.  THIS STAMPING
 AW2082'WAS CHECKED AND VERIFIED.  IT IS SET IN THE TOP OF A 12 INCH
 AW2082'SQUARE CONCRETE MONUMENT, 58 FEET SOUTHWEST OF THE CENTERLINE OF
 AW2082'STATE HIGHWAY 3 (GALVESTON HIGHWAY), 56 FEET SOUTHEAST OF THE
 AW2082'CENTERLINE OF UNFINISHED DIRT STREET (PALMFREE), 44 FEET
 AW2082'SOUTHEAST OF POWERLINE POLE, AND 1 FOOT WEST OF WITNESS POST AND
 AW2082'SIGN.  TO REACH FROM THE STATION GO EAST ON THE ALMEDA-GENOA
 AW2082'ROAD FOR 0.25 MILE TO STATE HIGHWAY 3 (GENOA STATION POST
 AW2082'OFFICE IN SOUTHWEST ANGLE), TURN LEFT AND GO NORTH ON
 AW2082'STATE HIGHWAY 3 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 AW2082'
 AW2082'THE REFERENCE MARK SET IN 1942 AND DESCRIBED AS REFERENCE MARK
 AW2082'NO. 3 HAS BEEN DESTROYED.
 AW2082'
 AW2082'THE AZIMUTH MARK SET IN 1942 WAS REPORTED DESTROYED IN 1952 AND
 AW2082'WAS NOT SEARCHED FOR BY THIS PARTY.
 AW2082
 AW2082                          STATION RECOVERY (1968)
 AW2082
 AW2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW2082'THE STATION WAS RECOVERED AS DESCRIBED BY B.I.W. IN 1964.
 AW2082
 AW2082                          STATION RECOVERY (1973)
 AW2082
 AW2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2082'1.25 MI E FROM GENOA.
 AW2082'ABOUT 1.25 MILES EAST ALONG ALMEDA-GENOA RD. FROM THE POST OFFICE AT
 AW2082'GENOA, ABOUT 90 FEET NORTH OF THE NORTHWEST CORNER OF GENOA ELEMENTARY
 AW2082'SCHOOL, 49 FEET SOUTH OF THE CENTER LINE OF GENOA RD., 65 FEET EAST OF
 AW2082'THE EXTENDED AND CENTER LINE OF FREECROFT ST. LEADING NORTH, 10 FEET
 AW2082'WEST OF THE WEST EDGE OF A CONCRETE DRIVE LEADING TO THE SCHOOL INSIDE
 AW2082'OF A SMALL CORRUGATED TIN BUILDING, 11 FEET NORTH OF THE SOUTH WALL,
 AW2082'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2082
 AW2082                          STATION RECOVERY (1978)
 AW2082
 AW2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2082'NOT RECOVERED.  NOTE=THIS MARK IS BELIEVED TO BE UNDER AN 8X15 FOOT
 AW2082'METAL BUILDING.
 AW2082
 AW2082                          STATION RECOVERY (1987)
 AW2082
 AW2082'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2082'MARK NOT FOUND.
 AW2082
 AW2082                          STATION RECOVERY (1987)
 AW2082
 AW2082'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCM)
 AW2082'MARK NOT FOUND.
 AW2082
 AW2082                          STATION RECOVERY (1987)
 AW2082
 AW2082'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6415 ***********************************************************************
 AW6415  DESIGNATION -  GENOA 2
 AW6415  PID         -  AW6415
 AW6415  STATE/COUNTY-  TX/HARRIS
 AW6415  USGS QUAD   -  FRIENDSWOOD (1995)
 AW6415
 AW6415                         *CURRENT SURVEY CONTROL
 AW6415  ___________________________________________________________________
 AW6415* NAD 83(1993)-  29 37 21.61773(N)    095 12 06.43050(W)     ADJUSTED  
 AW6415* NAVD 88     -        12.55   (+/-2cm)      41.2    (feet)  VERTCON   
 AW6415  ___________________________________________________________________
 AW6415  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW6415  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW6415
 AW6415  HORZ ORDER  -  FIRST
 AW6415  VERT ORDER  -  THIRD ? (See Below)
 AW6415
 AW6415.The horizontal coordinates were established by classical geodetic methods
 AW6415.and adjusted by the National Geodetic Survey in February 1996..
 AW6415
 AW6415.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6415.The vertical order pertains to the NGVD 29 superseded value.
 AW6415
 AW6415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6415
 AW6415.The geoid height was determined by GEOID03.
 AW6415
 AW6415;                    North         East     Units Scale Factor Converg.
 AW6415;SPC TXSC     - 4,204,278.771   967,743.631   MT  0.99987581   +1 51 38.9
 AW6415;SPC TXSC     -13,793,537.93  3,175,005.56   sFT  0.99987581   +1 51 38.9
 AW6415;UTM  15      - 3,279,000.802   286,817.028   MT  1.00016078   -1 05 19.4
 AW6415
 AW6415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6415!SPC TXSC     -   1.00000229  x   0.99987581  =   0.99987810
 AW6415!UTM  15      -   1.00000229  x   1.00016078  =   1.00016307
 AW6415
 AW6415|---------------------------------------------------------------------|
 AW6415| PID    Reference Object                     Distance      Geod. Az  |
 AW6415|                                                           dddmmss.s |
 AW6415| CV7202 GENOA 2 RM 3                         31.520 METERS 03530     |
 AW6415| AW6309 DEER PARK MUNICIPAL TANK            APPROX.12.0 KM 0395826.8 |
 AW6415| AW1105 GENOA 2 AZ MK 2                                    0833723.7 |
 AW6415| AW2064 GENOA 2 RM 5                         24.789 METERS 18326     |
 AW6415| AW2082 GENOA                                 6.948 METERS 28557     |
 AW6415| AW6516 HOUSTON GARDEN VILLAS MUN TANK      APPROX.10.9 KM 2882408.9 |
 AW6415| CV7203 GENOA 2 RM 4                                       32348     |
 AW6415| AW2065 GENOA 2 RM 6                         37.207 METERS 32956     |
 AW6415| CV7201 GENOA 2 AZ MK                                      3485325.8 |
 AW6415|---------------------------------------------------------------------|
 AW6415
 AW6415                          SUPERSEDED SURVEY CONTROL
 AW6415
 AW6415  NAD 83(1986)-  29 37 21.63295(N)    095 12 06.41080(W) AD(       ) 1
 AW6415  NAD 27      -  29 37 20.80044(N)    095 12 05.64782(W) AD(       ) 1
 AW6415  NGVD 29 (07/19/86)   12.55   (m)           41.2    (f) LEVELING    3  
 AW6415
 AW6415.Superseded values are not recommended for survey control.
 AW6415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6415.See file dsdata.txt to determine how the superseded data were derived.
 AW6415
 AW6415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8681779001(NAD 83)
 AW6415_MARKER: DS = TRIANGULATION STATION DISK
 AW6415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6415+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW6415
 AW6415  HISTORY     - Date     Condition        Report By
 AW6415  HISTORY     - 1952     MONUMENTED       CGS
 AW6415  HISTORY     - 1953     MARK NOT FOUND   USGS
 AW6415  HISTORY     - 1955     GOOD             USGS
 AW6415  HISTORY     - 1968     GOOD             CGS
 AW6415  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 AW6415  HISTORY     - 1987     GOOD             USPSQD
 AW6415  HISTORY     - 1987     GOOD             USPSQD
 AW6415  HISTORY     - 19970816 GOOD             USPSQD
 AW6415  HISTORY     - 20050116 GOOD             USPSQD
 AW6415  HISTORY     - 20060715 MARK NOT FOUND   GEOCAC
 AW6415
 AW6415                          STATION DESCRIPTION
 AW6415
 AW6415'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6415'THE STATION IS LOCATED ABOUT 13.0 MILES SOUTHEAST OF HOUSTON
 AW6415'IN THE VILLAGE OF GENOA.  IT IS SET IN THE NORTHWEST CORNER OF THE
 AW6415'GENOA SCHOOL GROUNDS, 87.0 FEET WEST-NORTHWEST OF THE NORTHWEST
 AW6415'CORNER OF A STUCCO BUILDING, 58.0 FEET SOUTH OF THE CENTER OF
 AW6415'A PAVED STREET, 25.0 FEET SOUTHWEST OF A LARGE OAK TREE AND 13.5
 AW6415'FEET EAST OF THE SOUTHEAST CORNER OF A SMALL SHEET METAL GARAGE.
 AW6415'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 AW6415'GENOA 2 1952.
 AW6415'
 AW6415'REFERENCE MARK NO. 3 IS LOCATED ACROSS THE ROAD FROM THE STATION,
 AW6415'24.0 FEET NORTH OF THE CENTER OF A PAVED STREET AND DIRECTLY
 AW6415'UNDER A TELEPHONE LINE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 AW6415'GROUND AND IS STAMPED GENOA 2 NO 3 1952.
 AW6415'
 AW6415'REFERENCE MARK NO. 4 IS LOCATED ACROSS THE STREET FROM THE
 AW6415'STATION, 35.0 FEET EAST OF THE CENTER OF A SHELL STREET, 28.0
 AW6415'FEET NORTH OF THE CENTER OF A PAVED STREET AND 1.0 FOOT EAST
 AW6415'OF TELEPHONE POLE NO. 9.  IT IS SET FLUSH WITH THE SURFACE OF
 AW6415'THE GROUND AND IS STAMPED GENOA 2 NO 4 1952.
 AW6415'
 AW6415'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 AW6415'NO. 4 IS 118.4 FEET.
 AW6415'
 AW6415'THE AZIMUTH MARK IS LOCATED ACROSS THE STREET FROM A SHEET METAL
 AW6415'BUILDING, ABOUT 400 FEET WEST OF U.S. HIGHWAY NO. 75, 36.0 FEET
 AW6415'SOUTH OF THE CENTER OF A SHELL STREET, 2.0 FEET WEST OF A
 AW6415'WITNESS POST AND AT THE WEST END OF A ROW OF TREES.  IT PROJECTS 2
 AW6415'INCHES AND IS STAMPED GENOA 2 1952.
 AW6415'
 AW6415'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GENOA, GO WEST
 AW6415'ON A PAVED STREET FOR 0.3 MILE TO THE GENOA SCHOOL ON THE LEFT
 AW6415'AND THE STATION IN THE NORTHWEST CORNER OF THE SCHOOL GROUNDS
 AW6415'AS DESCRIBED.
 AW6415'
 AW6415'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A PAVED
 AW6415'STREET FOR 0.3 MILE TO U.S. HIGHWAY NO. 75, TURN LEFT ON U.S.
 AW6415'HIGHWAY NO. 75 AND GO NORTHERLY FOR 0.25 MILE TO A SHELL ROAD
 AW6415'ON THE LEFT, TURN LEFT AND GO WEST FOR ABOUT 400 FEET AND THE
 AW6415'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 AW6415'
 AW6415'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AW6415
 AW6415                          STATION RECOVERY (1953)
 AW6415
 AW6415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AW6415'STATION NOT FOUND.  IT IS BELIEVED THAT THE STATION MARK STILL
 AW6415'EXISTS IN GOOD CONDITION BUT SEVERAL CARS WOULD HAVE TO HAVE
 AW6415'BEEN MOVED AND SEVERAL SQUARE FEET OF HARD PACKED SHELL DUG UP
 AW6415'IN THE SEARCH.  THE IMMEDIATE AREA HAS BEEN MADE INTO A PARKING
 AW6415'LOT FOR THE SCHOOL.  SINCE R.M. 4 WAS EASILY LOCATED IT WAS
 AW6415'DECIDED NOT TO DIG UP THE PARKING LOT TO LOCATE THE STATION.
 AW6415
 AW6415                          STATION RECOVERY (1955)
 AW6415
 AW6415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 AW6415'STATION FOUND AS DESCRIBED.  THE MARK IS COVERED BY ABOUT ONE
 AW6415'INCH OF SHELL.  R.M. 3 WAS DESTROYED BY CLEARING OPERATIONS.
 AW6415
 AW6415                          STATION RECOVERY (1968)
 AW6415
 AW6415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6415'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 AW6415'3, REFERENCE MARK 4 AND THE AZIMUTH MARK HAVE BEEN DESTROYED.
 AW6415'REFERENCE MARK 5, REFERENCE MARK 6 AND AZIMUTH MARK 2 WERE
 AW6415'ESTABLISHED BY THIS PARTY.  FOLLOWING IS A NEW DESCRIPTION.
 AW6415'
 AW6415'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE GROUNDS OF
 AW6415'THE GENOA ELEMENTARY SCHOOL IN GENOA, ABOUT 13 MILES SOUTHEAST OF
 AW6415'THE CENTER OF HOUSTON AND 2-1/4 MILES NORTHWEST OF ELLINGTON AIR
 AW6415'FORCE BASE.
 AW6415'
 AW6415'THE STATION MARK IS A STANDARD DISK STAMPED GENOA 2 1952, SET
 AW6415'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AW6415'GROUND.  IT IS 82.8 FEET NORTH OF THE NORTHWEST CORNER OF THE
 AW6415'SCHOOL, 58 FEET SOUTH OF THE CENTER OF THE ALMEDA-GENOA ROAD,
 AW6415'20.8 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL GARAGE,
 AW6415'14.2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE GARAGE AND
 AW6415'13.5 FEET WEST OF THE EAST EDGE OF THE GARAGE.
 AW6415'
 AW6415'REFERENCE MARK 5 IS A STANDARD DISK STAMPED GENOA 2 1952 NO 5
 AW6415'1968, CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK LEADING
 AW6415'TO THE WEST ENTRANCE TO THE SCHOOL.  IT IS 6.7 FEET NORTHWEST
 AW6415'OF THE NORTHWEST CORNER OF THE SCHOOL.
 AW6415'
 AW6415'REFERENCE MARK 6 IS A STANDARD DISK STAMPED GENOA 2 1952 NO 6
 AW6415'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6415'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 52 FEET NORTH
 AW6415'OF THE CENTER OF THE ALMEDA-GENOA ROAD, 28 FEET EAST OF THE
 AW6415'CENTER OF FREECROFT ROAD, 26 FEET NORTH OF TELEPHONE POLE NO.
 AW6415'12801 AND 7 FEET SOUTH OF A GUY CABLE ANCHOR.
 AW6415'
 AW6415'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GENOA 2 1952 AZ 2
 AW6415'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6415'WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 12 FEET NORTHWEST
 AW6415'OF THE NORTH EDGE OF GALVESTON HIGHWAY, 10.8 FEET EAST-SOUTHEAST
 AW6415'OF TELEPHONE POLE NO. 624, 9.2 FEET SOUTHWEST OF THE SOUTH EDGE
 AW6415'OF THE GENOA RAILROAD DEPOT AND 1.5 FEET SOUTHEAST OF A METAL
 AW6415'WITNESS POST.
 AW6415'
 AW6415'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 AW6415'ALMEDA-GENOA ROAD FOR 0.35 MILE TO A T-ROAD (GALVESTON HIGHWAY AND
 AW6415'THE AZIMUTH MARK AS DESCRIBED.
 AW6415'
 AW6415'HEIGHT OF LIGHT ABOVE STATION MARK 89.8 FEET.
 AW6415
 AW6415                          STATION RECOVERY (1978)
 AW6415
 AW6415'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (HCS)
 AW6415'GENOA 2 AZ 2 1952, 1968 RECOVERED GOOD.
 AW6415'
 AW6415'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILE EAST OF GENOA.
 AW6415
 AW6415                          STATION RECOVERY (1987)
 AW6415
 AW6415'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW6415'RECOVERED IN GOOD CONDITION.
 AW6415
 AW6415                          STATION RECOVERY (1987)
 AW6415
 AW6415'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCM)
 AW6415'RECOVERED IN GOOD CONDITION.
 AW6415
 AW6415                          STATION RECOVERY (1997)
 AW6415
 AW6415'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6415'RECOVERED IN GOOD CONDITION.
 AW6415
 AW6415                          STATION RECOVERY (2005)
 AW6415
 AW6415'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6415'RECOVERED IN GOOD CONDITION.
 AW6415
 AW6415                          STATION RECOVERY (2006)
 AW6415
 AW6415'RECOVERY NOTE BY GEOCACHING 2006 (GGM)
 AW6415'REFERENCE MARK 6 WAS FOUND. MARK WAS NOT FOUND AS DESCRIBED. IT IS
 AW6415'MOST LIKELY BURIED WITH DIRT OR OVERGROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1107 ***********************************************************************
 AW1107  DESIGNATION -  GENOA RM 1
 AW1107  PID         -  AW1107
 AW1107  STATE/COUNTY-  TX/HARRIS
 AW1107  USGS QUAD   -  PASADENA (1995)
 AW1107
 AW1107                         *CURRENT SURVEY CONTROL
 AW1107  ___________________________________________________________________
 AW1107* NAD 83(1986)-  29 37 32.     (N)    095 12 02.     (W)     SCALED    
 AW1107* NAVD 88     -        10.922  (meters)      35.83   (feet)  ADJUSTED  
 AW1107  ___________________________________________________________________
 AW1107  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW1107  DYNAMIC HT  -          10.908 (meters)      35.79  (feet)  COMP
 AW1107  MODELED GRAV-     979,276.2   (mgal)                       NAVD 88
 AW1107
 AW1107  VERT ORDER  -  FIRST     CLASS I
 AW1107
 AW1107.The horizontal coordinates were scaled from a topographic map and have
 AW1107.an estimated accuracy of +/- 6 seconds.
 AW1107
 AW1107.The orthometric height was determined by differential leveling
 AW1107.and adjusted by the National Geodetic Survey in June 1991..
 AW1107
 AW1107.The geoid height was determined by GEOID03.
 AW1107
 AW1107.The dynamic height is computed by dividing the NAVD 88
 AW1107.geopotential number by the normal gravity value computed on the
 AW1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1107.degrees latitude (g = 980.6199 gals.).
 AW1107
 AW1107.The modeled gravity was interpolated from observed gravity values.
 AW1107
 AW1107;                    North         East    Units  Estimated Accuracy
 AW1107;SPC TXSC     - 4,204,600.      967,850.      MT  (+/- 180 meters Scaled)
 AW1107
 AW1107                          SUPERSEDED SURVEY CONTROL
 AW1107
 AW1107  NGVD 29 (12/23/87)   10.919  (m)           35.82   (f) ADJUSTED    1 1
 AW1107
 AW1107.Superseded values are not recommended for survey control.
 AW1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1107.See file dsdata.txt to determine how the superseded data were derived.
 AW1107
 AW1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN869793(NAD 83)
 AW1107_MARKER: DR = REFERENCE MARK DISK
 AW1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1107_SP_SET: CONCRETE POST
 AW1107_STAMPING: GENOA NO 1 1931
 AW1107_MARK LOGO: CGS   
 AW1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1107+STABILITY: SURFACE MOTION
 AW1107
 AW1107  HISTORY     - Date     Condition        Report By
 AW1107  HISTORY     - 1931     MONUMENTED       CGS
 AW1107  HISTORY     - 1973     GOOD             NGS
 AW1107  HISTORY     - 1976     GOOD             NGS
 AW1107  HISTORY     - 1976     GOOD             NGS
 AW1107  HISTORY     - 1978     GOOD             LOCENG
 AW1107  HISTORY     - 1978     GOOD             NGS
 AW1107  HISTORY     - 1983     GOOD             NGS
 AW1107  HISTORY     - 1987     GOOD             USPSQD
 AW1107  HISTORY     - 1987     GOOD             USPSQD
 AW1107  HISTORY     - 1987     GOOD             USPSQD
 AW1107  HISTORY     - 1987     GOOD             USPSQD
 AW1107  HISTORY     - 1987     GOOD             NGS
 AW1107  HISTORY     - 1988     GOOD             USPSQD
 AW1107  HISTORY     - 1988     GOOD             USPSQD
 AW1107  HISTORY     - 1988     GOOD             USPSQD
 AW1107  HISTORY     - 1988     GOOD             USPSQD
 AW1107  HISTORY     - 19880120 GOOD             USPSQD
 AW1107  HISTORY     - 1989     GOOD             USPSQD
 AW1107  HISTORY     - 1989     GOOD             USPSQD
 AW1107  HISTORY     - 1989     GOOD             USPSQD
 AW1107  HISTORY     - 1989     GOOD             USPSQD
 AW1107  HISTORY     - 1989     GOOD             USPSQD
 AW1107  HISTORY     - 1990     GOOD             USPSQD
 AW1107  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW1107  HISTORY     - 20030210 MARK NOT FOUND   USPSQD
 AW1107  HISTORY     - 20040213 MARK NOT FOUND   USPSQD
 AW1107
 AW1107                          STATION DESCRIPTION
 AW1107
 AW1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1107'1.75 MI E FROM GENOA.
 AW1107'ABOUT 1.5 MILES EAST ALONG ALMEDA-GENOA RD. FROM THE POST OFFICE AT
 AW1107'GENOA, THENCE 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 3, ABOUT 58 FEET
 AW1107'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 108 FEET NORTHWEST OF THE
 AW1107'EXTENDED CENTER LINE OF A PAVED DRIVE LEADING NORTHEAST FROM THE
 AW1107'HIGHWAY TO THE SUTHERLAND LUMBER YARD, 44 FEET SOUTH-EAST OF A POWER
 AW1107'POLE, 18.8 FEET SOUTHEAST OF THE BASE OF A GUY WIRE, 1 FOOT NORTHWEST
 AW1107'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 AW1107'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1107
 AW1107                          STATION RECOVERY (1976)
 AW1107
 AW1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1976)
 AW1107
 AW1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1978)
 AW1107
 AW1107'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (HCS)
 AW1107'GENOA RM 1 1931 RECOVERED GOOD.
 AW1107'
 AW1107'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.75 EAST OF GENOA.
 AW1107
 AW1107                          STATION RECOVERY (1978)
 AW1107
 AW1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1983)
 AW1107
 AW1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1987)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1987)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1987)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1987)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1987)
 AW1107
 AW1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1988)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1988)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1988)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1988)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1988)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1989)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1989)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1989)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1989)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1989)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1990)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1107'RECOVERED IN GOOD CONDITION.
 AW1107
 AW1107                          STATION RECOVERY (1998)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1107'MARK NOT FOUND.
 AW1107
 AW1107                          STATION RECOVERY (2003)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1107'EXTENSIVE DITCH WORK HERE
 AW1107
 AW1107                          STATION RECOVERY (2004)
 AW1107
 AW1107'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0884 ***********************************************************************
 FM0884  DESIGNATION -  GENTRY
 FM0884  PID         -  FM0884
 FM0884  STATE/COUNTY-  TX/POTTER
 FM0884  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0884
 FM0884                         *CURRENT SURVEY CONTROL
 FM0884  ___________________________________________________________________
 FM0884* NAD 83(1993)-  35 15 19.38662(N)    102 03 04.93421(W)     ADJUSTED  
 FM0884* NAVD 88     -      1150.0    (meters)    3773.     (feet)  VERTCON   
 FM0884  ___________________________________________________________________
 FM0884  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 FM0884  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 FM0884
 FM0884  HORZ ORDER  -  SECOND
 FM0884
 FM0884.The horizontal coordinates were established by classical geodetic methods
 FM0884.and adjusted by the National Geodetic Survey in February 1996..
 FM0884
 FM0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0884
 FM0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0884
 FM0884.The geoid height was determined by GEOID03.
 FM0884
 FM0884;                    North         East     Units Scale Factor Converg.
 FM0884;SPC TX N     - 1,139,408.018   149,827.804   MT  0.99991488   -0 19 10.3
 FM0884;SPC TX N     - 3,738,207.81    491,560.05   sFT  0.99991488   -0 19 10.3
 FM0884;UTM  13      - 3,905,351.536   768,268.473   MT  1.00048702   +1 42 10.9
 FM0884;UTM  14      - 3,905,634.396   222,381.134   MT  1.00054994   -1 45 44.8
 FM0884
 FM0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0884!SPC TX N     -   0.99982358  x   0.99991488  =   0.99973847
 FM0884!UTM  13      -   0.99982358  x   1.00048702  =   1.00031051
 FM0884!UTM  14      -   0.99982358  x   1.00054994  =   1.00037342
 FM0884
 FM0884:                Primary Azimuth Mark                     Grid Az
 FM0884:SPC TX N     -  AMARILLO RAD STA KGNC TV MAST            070 47 34.3
 FM0884:UTM  13      -  AMARILLO RAD STA KGNC TV MAST            068 46 13.1
 FM0884:UTM  14      -  AMARILLO RAD STA KGNC TV MAST            072 14 08.8
 FM0884
 FM0884|---------------------------------------------------------------------|
 FM0884| PID    Reference Object                     Distance      Geod. Az  |
 FM0884|                                                           dddmmss.s |
 FM0884| FL1820 AMARILLO RAD STA KGNC TV MAST       APPROX.19.7 KM 0702824.0 |
 FM0884| FL1817 AMARILLO RAD STA KFDA TV MAST       APPROX.19.0 KM 0772458.9 |
 FM0884| CJ6461 GENTRY RM 1                          42.952 METERS 10109     |
 FM0884| CJ6460 GENTRY AZ MK                                       1764500.2 |
 FM0884| FM0890 BUSHLAND COOP GRAIN ELEVATOR        APPROX. 7.1 KM 1902156.6 |
 FM0884| FM0891 BUSHLAND NEELY GRAIN CO ELEV        APPROX. 7.2 KM 1931012.7 |
 FM0884| CJ6462 GENTRY RM 2                          52.004 METERS 20817     |
 FM0884| FM0886 CAIRN USGS NEAR STA GENTRY          APPROX. 1.5 KM 3281300.4 |
 FM0884|---------------------------------------------------------------------|
 FM0884
 FM0884                          SUPERSEDED SURVEY CONTROL
 FM0884
 FM0884  NAD 83(1993)-  35 15 19.39298(N)    102 03 04.92574(W) AD(       ) 2
 FM0884  NAD 83(1986)-  35 15 19.39402(N)    102 03 04.92539(W) AD(       ) 2
 FM0884  NAD 27      -  35 15 19.20600(N)    102 03 03.22700(W) AD(       ) 2
 FM0884  NGVD 29 (07/28/98) 1149.5    (m)         3771.     (f) VERT ANG       
 FM0884
 FM0884.Superseded values are not recommended for survey control.
 FM0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0884.See file dsdata.txt to determine how the superseded data were derived.
 FM0884
 FM0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV6826805352(NAD 83)
 FM0884_MARKER: DS = TRIANGULATION STATION DISK
 FM0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0884
 FM0884  HISTORY     - Date     Condition        Report By
 FM0884  HISTORY     - 1935     MONUMENTED       CGS
 FM0884  HISTORY     - 1953     GOOD             CGS
 FM0884  HISTORY     - 1966     GOOD             USGS
 FM0884
 FM0884                          STATION DESCRIPTION
 FM0884
 FM0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0884'STATION IS ABOUT 4-1/2 MILES N OF BUSHLAND AND IS IN SECTION
 FM0884'158, BLOCK 9, ABOUT 1 MILE E OF THE COUNTY ROAD WHICH RUNS
 FM0884'N FROM BUSHLAND AND IS ON A PROMINENT LONG SPUR OF GROUND
 FM0884'WHICH RUNS OUT OF THE N AND BREAKS OFF STEEPLY A FEW HUNDRED
 FM0884'YARDS N OF THE STATION.  THE MARK PROJECTS 10 INCHES.
 FM0884'
 FM0884'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 FM0884'STANDARD BRONZE DISKS SET IN CONCRETE.
 FM0884'
 FM0884'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND PROJECTS 12
 FM0884'INCHES.
 FM0884'
 FM0884'REFERENCE MARK NO. 2 IS SSW OF THE STATION AND PROJECTS 8
 FM0884'INCHES.
 FM0884'
 FM0884'AZIMUTH MARK IS S OF THE STATION, 35 FEET N OF A FORK OF TWO
 FM0884'TRAILS AND IS 6 FEET E OF THE CENTER OF THE EASTERLY TRAIL.
 FM0884'THE MARK PROJECTS 10 INCHES.
 FM0884'
 FM0884'THE STATION IS REACHED FROM BUSHLAND BY GOING E ON U.S.
 FM0884'HIGHWAY 66 1.0 MILE, TURN N ON A GRADED ROAD AND GO 3.1 MILES,
 FM0884'PASS THROUGH A WIRE GATE AND CONTINUE NORTHWESTERLY ON A TRAIL
 FM0884'0.8 MILE, LEAVE THE MAIN TRAIL AND TAKE THE RIGHT FORK NORTHERLY
 FM0884'0.3 MILE, PASS THROUGH A WIRE GATE AND CONTINUE NORTHERLY ACROSS
 FM0884'COUNTRY 0.4 MILE TO THE STATION.
 FM0884'
 FM0884'A 15-FOOT STAND CLEARED ALL LINES.
 FM0884
 FM0884                          STATION RECOVERY (1953)
 FM0884
 FM0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0884'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 FM0884'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FM0884'
 FM0884'THE STATION IS LOCATED NEAR THE NORTH END OF A FLAT RIDGE.  IT
 FM0884'IS ABOUT 4-1/2 MILES AIRLINE NORTH OF BUSHLAND, ABOUT 13 MILES
 FM0884'AIRLINE WEST OF AMARILLO, AND ABOUT 10 MILES AIRLINE
 FM0884'EAST-NORTHEAST OF WILDORADO.
 FM0884'
 FM0884'THE STATION IS A STANDARD DISK STAMPED GENTRY 1935 AND SET IN
 FM0884'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FM0884'10 INCHES.  IT IS 7-1/2 FEET SOUTH OF A WHITE WITNESS POST.
 FM0884'
 FM0884'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GENTRY
 FM0884'NO 1 1935 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FM0884'MONUMENT THAT PROJECTS 14 INCHES.  IT IS ABOUT 1 FOOT LOWER
 FM0884'THAN THE STATION.
 FM0884'
 FM0884'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GENTRY
 FM0884'NO 2 1935 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 FM0884'MONUMENT THAT PROJECTS 12 INCHES.  IT IS ABOUT 1 FOOT LOWER
 FM0884'THAN THE STATION.
 FM0884'
 FM0884'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 FM0884'GENTRY AZIMUTH 1935 AND SET IN THE TOP OF A 12-INCH SQUARE
 FM0884'CONCRETE MONUMENT THAT PROJECTS 9 INCHES.  IT IS 15 FEET
 FM0884'EAST OF THE CENTER LINE OF A TRACK ROAD.  TO REACH THE MARK FROM
 FM0884'THE STATION GO SOUTH, CROSS COUNTRY, FOR 0.35 MILE TO A GATE.
 FM0884'PASS THROUGH THE GATE AND GO SOUTH ON THE DIM TRACK ROAD TO THE
 FM0884'TOP OF THE RIDGE, 0.35 MILE, AND THE MARK ON THE LEFT.
 FM0884'
 FM0884'TO REACH THE STATION FROM BUSHLAND GO EAST ON U.S. HIGHWAY 66
 FM0884'FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT, NORTH, AND GO
 FM0884'2.1 MILES TO WHERE THE MAIN ROAD TURNS RIGHT AND A GATE
 FM0884'STRAIGHT AHEAD.  GO, NORTH, THROUGH THE GATE AND FOLLOW THE
 FM0884'TRACK ROAD FOR 0.4 MILE TO A GATE ON THE RIGHT AND A TRACK
 FM0884'ROAD LEFT.  TURN LEFT, WEST AND THEN NORTH, FOR 0.5 MILE TO THE
 FM0884'AZIMUTH MARK ON THE RIGHT.  CONTINUE, DUE NORTH, ON THE DIM
 FM0884'TRACKS FOR 0.35 MILE TO A GATE.  PASS THROUGH THE GATE AND
 FM0884'CONTINUE, NORTHERLY, FOR 0.35 MILE TO THE STATION.
 FM0884
 FM0884                          STATION RECOVERY (1966)
 FM0884
 FM0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0884'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35102-2, STATION 1010.
 FM0884'RECOVERED BY USGS IN 1966.
 FM0884'STATION MARK--STANDARD USC AND GS BRONZE DISK SET IN CONCRETE POST,
 FM0884'STAMPED---GENTRY 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7283 ***********************************************************************
 AC7283  DESIGNATION -  GENTRY
 AC7283  PID         -  AC7283
 AC7283  STATE/COUNTY-  TX/HAMILTON
 AC7283  USGS QUAD   -  GENTRYS MILL (1956)
 AC7283
 AC7283                         *CURRENT SURVEY CONTROL
 AC7283  ___________________________________________________________________
 AC7283* NAD 83(1993)-  31 45 36.89557(N)    098 13 33.67932(W)     ADJUSTED  
 AC7283* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 AC7283  ___________________________________________________________________
 AC7283  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AC7283  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AC7283
 AC7283  HORZ ORDER  -  THIRD
 AC7283
 AC7283.The horizontal coordinates were established by classical geodetic methods
 AC7283.and adjusted by the National Geodetic Survey in March 1997..
 AC7283
 AC7283.The orthometric height was scaled from a topographic map.
 AC7283
 AC7283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7283
 AC7283.The geoid height was determined by GEOID03.
 AC7283
 AC7283;                    North         East     Units Scale Factor Converg.
 AC7283;SPC TX C     - 3,233,983.308   899,624.792   MT  0.99996925   +1 05 07.4
 AC7283;SPC TX C     -10,610,160.24  2,951,519.01   sFT  0.99996925   +1 05 07.4
 AC7283;UTM  14      - 3,514,122.175   573,296.948   MT  0.99966626   +0 24 26.7
 AC7283
 AC7283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7283!SPC TX C     -   0.99994106  x   0.99996925  =   0.99991031
 AC7283!UTM  14      -   0.99994106  x   0.99966626  =   0.99960734
 AC7283
 AC7283                          SUPERSEDED SURVEY CONTROL
 AC7283
 AC7283.No superseded survey control is available for this station.
 AC7283
 AC7283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA7329714122(NAD 83)
 AC7283_MARKER: DS = TRIANGULATION STATION DISK
 AC7283
 AC7283  HISTORY     - Date     Condition        Report By
 AC7283  HISTORY     - 1955     MONUMENTED       USGS
 AC7283
 AC7283                          STATION DESCRIPTION
 AC7283
 AC7283'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7283'STATION IS LOCATED IN HAMILTON COUNTY, TEXAS, ABOUT 4.5 MI. W. AND 4.0
 AC7283'MI. N. OF THE TOWN OF HAMILTON, TEXAS, ON THE HIGHEST PART OF A
 AC7283'MESQUITE COVERED HILL, ON LAND OWNED BY MR. SETH WILLIAMS.
 AC7283'TO REACH THE STATION FROM THE POST OFFICE IN HAMILTON, TEXAS, GO N. ON
 AC7283'U.S. HIGHWAY 281, 0.1 MI. TO THE HIGHWAY 36 INTERSECTION, THENCE NW.
 AC7283'ALONG STATE HIGHWAY 36 5.4 MI. TO A CALICHE RD. W., THENCE W. 1.3 MI.
 AC7283'TO SIDE RD. S. AT THE SETH WILLIAMS RANCH HOUSE, THENCE S. 1.0 MI. TO
 AC7283'PLANK GATE ON RIGHT ON THE N. SIDE OF A T-FENCE W., THENCE W. AND NW.
 AC7283'ALONG PASTURE RD. ABOUT 0.6 MI., THENCE SW. ACROSS COUNTRY 0.15 MI. TO
 AC7283'A PROMINENT LIVE OAK THICKET ABOUT 50 FT. N. OF ABOVE MENTIONED E-W.
 AC7283'FENCE AND PARK TRUCK.  STATION IS ABOUT 400 FT. ACROSS FENCE AND
 AC7283'ALMOST DUE S. FROM OAK THICKET.
 AC7283'STATION MARK--A USGS STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 AC7283'PROJECTING ABOUT 0.5 FT. ABOVE GROUND, STAMPED---GENTRY 1955---.
 AC7283'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1129 ***********************************************************************
 BM1129  DESIGNATION -  GEO
 BM1129  PID         -  BM1129
 BM1129  STATE/COUNTY-  TX/TRAVIS
 BM1129  USGS QUAD   -  PFLUGERVILLE WEST (1987)
 BM1129
 BM1129                         *CURRENT SURVEY CONTROL
 BM1129  ___________________________________________________________________
 BM1129* NAD 83(1993)-  30 23 01.17529(N)    097 43 31.45806(W)     ADJUSTED  
 BM1129* NAVD 88     -       242.7    (meters)     796.     (feet)  VERTCON   
 BM1129  ___________________________________________________________________
 BM1129  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 BM1129  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 BM1129
 BM1129  HORZ ORDER  -  SECOND
 BM1129
 BM1129.The horizontal coordinates were established by classical geodetic methods
 BM1129.and adjusted by the National Geodetic Survey in February 1996..
 BM1129
 BM1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM1129
 BM1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1129
 BM1129.The geoid height was determined by GEOID03.
 BM1129
 BM1129;                    North         East     Units Scale Factor Converg.
 BM1129;SPC TX C     - 3,082,421.164   950,617.622   MT  0.99993945   +1 20 35.7
 BM1129;SPC TX C     -10,112,910.10  3,118,817.98   sFT  0.99993945   +1 20 35.7
 BM1129;UTM  14      - 3,361,988.229   622,461.089   MT  0.99978501   +0 38 41.1
 BM1129
 BM1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1129!SPC TX C     -   0.99996594  x   0.99993945  =   0.99990539
 BM1129!UTM  14      -   0.99996594  x   0.99978501  =   0.99975096
 BM1129
 BM1129                          SUPERSEDED SURVEY CONTROL
 BM1129
 BM1129  NAD 83(1986)-  30 23 01.19393(N)    097 43 31.44158(W) AD(       ) 2
 BM1129  NGVD 29 (01/26/93)  242.6    (m)          796.     (f) H LEVEL        
 BM1129
 BM1129.Superseded values are not recommended for survey control.
 BM1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1129.See file dsdata.txt to determine how the superseded data were derived.
 BM1129
 BM1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2246161988(NAD 83)
 BM1129_MARKER: DH = HORIZONTAL CONTROL DISK
 BM1129_SETTING: 0 = UNSPECIFIED SETTING
 BM1129_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM1129
 BM1129  HISTORY     - Date     Condition        Report By
 BM1129  HISTORY     - 1983     MONUMENTED       NGS
 BM1129
 BM1129                          STATION DESCRIPTION
 BM1129
 BM1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RHK)
 BM1129'THE STATION IS LOCATED IN NORTH AUSTIN, AT THE BALCONES RESEARCH
 BM1129'CENTER, ON THE ROOF OF THE APPLIED RESEARCH LABORATORIES BUILDING.
 BM1129'OWNERSHIP--LOYD HAMPTON-DIRECTOR, APPLIED RESEARCH LABORATORIES,
 BM1129'THE UNIVERSITY OF TEXAS AT AUSTIN, P.O. BOX 8029, 10000 BURNET
 BM1129'ROAD, AUSTIN, TX 78712.  TELEPHONE 512-835-3251.
 BM1129'
 BM1129'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 BM1129'AND US HIGHWAY 183 IN NORTH AUSTIN, GO NORTHWEST ON HIGHWAY 183
 BM1129'FOR 4.65 KM (2.9 MI) TO A CROSS STREET.  TURN RIGHT, NORTH, ON
 BM1129'BURNET ROAD FOR 1.07 KM (0.7 MI) TO A ROAD RIGHT AND THE ENTRANCE
 BM1129'TO THE LAB ON THE LEFT.  TURN LEFT INTO PARKING LOT TO END OF
 BM1129'TRUCK TRAVEL.  STATION IS ON THE ROOF OF THIS BUILDING.
 BM1129'
 BM1129'THE STATION IS A STANDARD NGS DISK
 BM1129'STAMPED---GEO 1983---,
 BM1129'DISK WAS DESHANKED THEN EPOXIED TO THE TOP OF A CONCRETE BUILDING
 BM1129'PIER PROJECTING 21 CM ABOVE THE ROOF.
 BM1129'IT IS LOCATED
 BM1129'5.22 METER (17.1 FT) SOUTHWEST FROM  A CIRCULAR ROOF VENT, 21.5
 BM1129'KM (70.5 FT) NORTH FROM SOUTH EDGE OF ROOF, AND 29.2 METERS (95.8
 BM1129'FT) EAST FROM WEST EDGE OF ROOF.
 BM1129'
 BM1129'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1 METERS.
 BM1129'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2134 ***********************************************************************
 AX2134  DESIGNATION -  GEOL LOCKHART
 AX2134  PID         -  AX2134
 AX2134  STATE/COUNTY-  TX/CALDWELL
 AX2134  USGS QUAD   -  LOCKHART NORTH (1994)
 AX2134
 AX2134                         *CURRENT SURVEY CONTROL
 AX2134  ___________________________________________________________________
 AX2134* NAD 83(1986)-  29 53 21.     (N)    097 40 20.     (W)     SCALED    
 AX2134* NAVD 88     -       154.07   (+/-2cm)     505.5    (feet)  VERTCON   
 AX2134  ___________________________________________________________________
 AX2134  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2134
 AX2134  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2134
 AX2134.The horizontal coordinates were scaled from a topographic map and have
 AX2134.an estimated accuracy of +/- 6 seconds.
 AX2134
 AX2134.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2134.The vertical order pertains to the NGVD 29 superseded value.
 AX2134
 AX2134.The geoid height was determined by GEOID03.
 AX2134
 AX2134;                    North         East    Units  Estimated Accuracy
 AX2134;SPC TXSC     - 4,228,570.      728,240.      MT  (+/- 180 meters Scaled)
 AX2134
 AX2134                          SUPERSEDED SURVEY CONTROL
 AX2134
 AX2134  NGVD 29 (??/??/92)  153.988  (m)          505.21   (f) ADJ UNCH    1 2
 AX2134
 AX2134.Superseded values are not recommended for survey control.
 AX2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2134.See file dsdata.txt to determine how the superseded data were derived.
 AX2134
 AX2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU282072(NAD 83)
 AX2134_MARKER: P = PIPE CAP
 AX2134_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX2134_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX2134_STAMPING: 504.9 505 SA 103
 AX2134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2134
 AX2134  HISTORY     - Date     Condition        Report By
 AX2134  HISTORY     - UNK      MONUMENTED       USGS
 AX2134  HISTORY     - 1943     GOOD             NGS
 AX2134  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2134  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2134  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2134
 AX2134                          STATION DESCRIPTION
 AX2134
 AX2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2134'IN LOCKHART.
 AX2134'AT LOCKHART, 0.2 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 AX2134'FROM THE STATION, AT THE COMMERCE STREET CROSSING, 30 FEET WEST OF THE
 AX2134'CENTERLINE OF THE STREET, 27 FEET NORTH OF THE CENTERLINE OF THE
 AX2134'TRACK, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AX2134'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 504.9
 AX2134'505 SA 103 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 AX2134'0.4 FOOT ABOVE GROUND.
 AX2134
 AX2134                          STATION RECOVERY (1990)
 AX2134
 AX2134'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AX2134'MARK NOT FOUND.
 AX2134
 AX2134                          STATION RECOVERY (1990)
 AX2134
 AX2134'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2134'MARK NOT FOUND.
 AX2134
 AX2134                          STATION RECOVERY (1999)
 AX2134
 AX2134'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4251 ***********************************************************************
 AW4251  DESIGNATION -  GEORGE
 AW4251  PID         -  AW4251
 AW4251  STATE/COUNTY-  TX/FORT BEND
 AW4251  USGS QUAD   -  THOMPSONS (1980)
 AW4251
 AW4251                         *CURRENT SURVEY CONTROL
 AW4251  ___________________________________________________________________
 AW4251* NAD 83(1993)-  29 29 06.90801(N)    095 37 20.61670(W)     ADJUSTED  
 AW4251* NAVD 88     -        21.242  (meters)      69.69   (feet)  ADJUSTED  
 AW4251  ___________________________________________________________________
 AW4251  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW4251  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4251  DYNAMIC HT  -          21.213 (meters)      69.60  (feet)  COMP
 AW4251  MODELED GRAV-     979,266.2   (mgal)                       NAVD 88
 AW4251
 AW4251  HORZ ORDER  -  SECOND
 AW4251  VERT ORDER  -  FIRST     CLASS II
 AW4251
 AW4251.The horizontal coordinates were established by classical geodetic methods
 AW4251.and adjusted by the National Geodetic Survey in February 1996..
 AW4251
 AW4251.The orthometric height was determined by differential leveling
 AW4251.and adjusted by the National Geodetic Survey in June 1991..
 AW4251
 AW4251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4251
 AW4251.The geoid height was determined by GEOID03.
 AW4251
 AW4251.The dynamic height is computed by dividing the NAVD 88
 AW4251.geopotential number by the normal gravity value computed on the
 AW4251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4251.degrees latitude (g = 980.6199 gals.).
 AW4251
 AW4251.The modeled gravity was interpolated from observed gravity values.
 AW4251
 AW4251;                    North         East     Units Scale Factor Converg.
 AW4251;SPC TXSC     - 4,187,805.486   927,472.196   MT  0.99986667   +1 39 17.0
 AW4251;SPC TXSC     -13,739,491.83  3,042,881.70   sFT  0.99986667   +1 39 17.0
 AW4251;UTM  15      - 3,264,614.624   245,735.041   MT  1.00039780   -1 17 29.2
 AW4251
 AW4251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4251!SPC TXSC     -   1.00000094  x   0.99986667  =   0.99986761
 AW4251!UTM  15      -   1.00000094  x   1.00039780  =   1.00039874
 AW4251
 AW4251:                Primary Azimuth Mark                     Grid Az
 AW4251:SPC TXSC     -  THOMPSONS WEST OIL CO RAD MAST           098 16 52.2
 AW4251:UTM  15      -  THOMPSONS WEST OIL CO RAD MAST           101 13 38.4
 AW4251
 AW4251|---------------------------------------------------------------------|
 AW4251| PID    Reference Object                     Distance      Geod. Az  |
 AW4251|                                                           dddmmss.s |
 AW4251| AW6844 THOMPSONS WEST OIL CO RAD MAST      APPROX. 5.1 KM 0995609.2 |
 AW4251| CV7205 GEORGE RM 1                          28.332 METERS 16018     |
 AW4251| AW4249 GEORGE RM 3                           0.063 METERS 16649     |
 AW4251| AW4250 GEORGE RM 4                          11.982 METERS 21523     |
 AW4251| CV7204 GEORGE AZ MK                                       2180710.9 |
 AW4251| CV7206 GEORGE RM 2                          25.807 METERS 22615     |
 AW4251|---------------------------------------------------------------------|
 AW4251
 AW4251                          SUPERSEDED SURVEY CONTROL
 AW4251
 AW4251  NAD 83(1986)-  29 29 06.92165(N)    095 37 20.59896(W) AD(       ) 2
 AW4251  NAD 27      -  29 29 06.06330(N)    095 37 19.78987(W) AD(       ) 2
 AW4251  NGVD 29 (12/23/87)   21.238  (m)           69.68   (f) ADJUSTED    1 2
 AW4251
 AW4251.Superseded values are not recommended for survey control.
 AW4251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4251.See file dsdata.txt to determine how the superseded data were derived.
 AW4251
 AW4251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4573564615(NAD 83)
 AW4251_MARKER: DS = TRIANGULATION STATION DISK
 AW4251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4251_SP_SET: CONCRETE POST
 AW4251_STAMPING: GEORGE 1952 1971
 AW4251_MARK LOGO: NGS   
 AW4251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4251+STABILITY: SURFACE MOTION
 AW4251
 AW4251  HISTORY     - Date     Condition        Report By
 AW4251  HISTORY     - 1952     MONUMENTED       CGS
 AW4251  HISTORY     - 1970     MARK NOT FOUND   HLPCO
 AW4251  HISTORY     - 1971     GOOD             NGS
 AW4251  HISTORY     - 1973     GOOD             NGS
 AW4251  HISTORY     - 1973     GOOD             NGS
 AW4251  HISTORY     - 1986     GOOD             NGS
 AW4251  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4251  HISTORY     - 19960622 GOOD             USPSQD
 AW4251
 AW4251                          STATION DESCRIPTION
 AW4251
 AW4251'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW4251'THE STATION IS ABOUT 10 MILES SOUTHEAST OF RICHMOND, 9
 AW4251'MILES SOUTH OF SUGAR LAND, 2.0 MILES SOUTHWEST OF THE SMALL
 AW4251'VILLAGE OF THOMPSONS AND 0.4 MILE SOUTH OF THE DON GEORGE
 AW4251'LAKE IN THE NORTHEAST CORNER OF A SMALL PASTURE.  IT IS
 AW4251'69.0 FEET WEST OF THE CENTER OF A CATTLE GUARD AND GRAVELED
 AW4251'ROAD, 31.0 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND
 AW4251'3.0 FEET SOUTHEAST OF A WITNESS POST.  IT PROJECTS 6 INCHES
 AW4251'AND THE DISK IS STAMPED GEORGE 1952.
 AW4251'
 AW4251'REFERENCE MARK NO. 1 IS 40.0 FEET WEST OF THE CENTER OF A
 AW4251'GRAVELED ROAD AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS
 AW4251'6 INCHES AND THE DISK IS STAMPED GEORGE NO 1 1952.
 AW4251'
 AW4251'REFERENCE MARK NO. 2 IS 31.0 FEET SOUTH OF THE CENTER OF
 AW4251'A GRAVELED ROAD AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS
 AW4251'6 INCHES AND THE DISK IS STAMPED GEORGE NO 2 1952.
 AW4251'
 AW4251'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 AW4251'NO. 2 IS 97.0 FEET.
 AW4251'
 AW4251'THE AZIMUTH MARK IS 33.0 FEET SOUTH OF THE CENTER OF A GRAVELED
 AW4251'ROAD, 1.5 FEET EAST OF A WITNESS POST AND 0.5 FOOT NORTH
 AW4251'OF A FENCE.  IT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 AW4251'GEORGE 1952.
 AW4251'
 AW4251'TO REACH THE STATION FROM THE FORT BEND COUNTY COURTHOUSE
 AW4251'IN RICHMOND, GO WEST ON U.S. HIGHWAY NO. 90-A FOR 0.4 MILE
 AW4251'TO THE JUNCTION WITH FARM ROAD NO. 762, TURN LEFT ON FARM
 AW4251'ROAD NO. 762 AND GO SOUTH-SOUTHEAST FOR 5.9 MILES TO WHERE
 AW4251'FARM ROAD NO. 762 TURNS RIGHT, CONTINUE STRAIGHT AHEAD ON
 AW4251'A PAVED ROAD FOR 7.6 MILES TO A SIDE ROAD RIGHT ABOUT 0.4
 AW4251'MILE WEST OF THE RAILROAD DEPOT IN THOMPSONS, TURN RIGHT
 AW4251'AND GO SOUTH AND WEST ON A GRAVELED ROAD FOR 2.0 MILES TO
 AW4251'A SIDE ROAD LEFT AND THE STATION IN THE SOUTHWEST ANGLE
 AW4251'AS DESCRIBED.
 AW4251'
 AW4251'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW4251
 AW4251                          STATION RECOVERY (1970)
 AW4251
 AW4251'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1970 (RMM)
 AW4251'GEORGE, 1952-SURFACE MONUMENT DESTROYED, SUBSURFACE MONUMENT
 AW4251'OKAY.
 AW4251'
 AW4251'GEORGE 1, 1952-DESTROYED
 AW4251'
 AW4251'GEORGE 2, 1952-DESTROYED
 AW4251'
 AW4251'AZ MARK GEORGE, 1952-MONUMENT IN GOOD CONDITION, NO WITNESS
 AW4251'POST
 AW4251
 AW4251                          STATION RECOVERY (1971)
 AW4251
 AW4251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AW4251'THE STATION WAS RECOVERED AND THE STATION SURFACE MARK AND
 AW4251'REFERENCE MARKS 1 AND 2 WERE FOUND TO HAVE BEEN DESTROYED.
 AW4251'THE STATION SUB-SURFACE MARK AND THE AZIMUTH MARK WAS RECOVERED
 AW4251'AND FOUND IN GOOD CONDITION.  A NEW STATION SURFACE MARK
 AW4251'AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 AW4251'
 AW4251'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 AW4251'
 AW4251'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF ROSENBERG,
 AW4251'2 MILES SOUTHWEST OF THOMPSONS, 1/4 MILE SOUTHEAST OF THE
 AW4251'SOUTHEAST SHORE OF LAKE GEORGE, ABOUT 0.4 MILE EAST OF HOUSTON,
 AW4251'POWER AND LIGHT COMPANY, W.A. PARISH GENERATOR PLANT AND
 AW4251'AT THE GATE OF THE ENTRANCE TO POWER PLANT.
 AW4251'
 AW4251'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THOMPSONS,
 AW4251'GO WEST ON FARM RD. 2759 FOR 0.4 MILE TO A SIDE ROAD ON
 AW4251'THE LEFT.  TURN LEFT ON Y.U. JONES RD., CROSSING RAILROAD
 AW4251'TRACKS AND GO SOUTHWESTERLY ON MAIN SURFACE ROAD FOR 1.6
 AW4251'MILES TO RAILROAD TRACKS, CROSS TRACKS AND CONTINUE SOUTHWESTERLY
 AW4251'ON MAIN SURFACE ROAD FOR 0.3 MILE TO THE ENTRANCE TO THE
 AW4251'HOUSTON POWER AND LIGHT CO., PLANT, THE MAIN ROAD WHICH
 AW4251'IS GRAVELED AT THIS POINT TURNS LEFT AND GOES SOUTH AND THE
 AW4251'STATION WEST OF THE GRAVEL ROAD AND SOUTH OF THE SURFACE ROAD
 AW4251'LEADING TO PLANT.
 AW4251'
 AW4251'STATIONS MARKS ARE STANDARD DISKS, SUB-SURFACE MARK STAMPED
 AW4251'GEORGE 1952, THE SURFACE DISK STAMPED GEORGE 1952 1971,
 AW4251'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS ABOUT 4-INCHES
 AW4251'BELOW THE SURFACE.  IT IS 82 FEET SOUTH OF THE CENTER OF
 AW4251'ROAD, ALSO GATE AT THE ENTRANCE TO PLANT, 81 FEET NORTHEAST
 AW4251'OF A 4-INCH IRON PIPE WITH CUT-OFF VALVE WHICH APPEARS TO
 AW4251'HAVE BEEN A OIL-WELL THAT HAS BEEN ABANDONED, 64 FEET WEST
 AW4251'OF THE CENTER OF GRAVEL ROAD, 11 FEET WEST OF FENCE-LINE
 AW4251'AND 10.4 FEET WEST OF A METAL WITNESS POST.
 AW4251'
 AW4251'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL
 AW4251'HOLE IN A CONCRETE SLAB THAT IS FLUSH WITH THE GROUND, STAMPED
 AW4251'GEORGE 1952 NO 3 1971.  IT IS 54 FEET SOUTH-SOUTHEAST OF
 AW4251'A HIGH-LINE POLE, 31 FEET WEST OF THE FENCE-LINE AND 17.6
 AW4251'FEET NORTHEAST OF A 4-INCH IRON PIPE WITH A CUT-OFF VALVE
 AW4251'WHICH APPEARS TO HAVE BEEN AN OIL-WELL THAT HAS BEEN ABANDONED.
 AW4251'
 AW4251'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED GEORGE
 AW4251'1952 NO 4 1971, SET IN A SQUARE CONCRETE POST THAT PROJECTS
 AW4251'ABOUT 4-INCHES.  IT IS 101 FEET SOUTH OF THE CENTER OF SURFACE
 AW4251'ROAD TO PLANT, 57 FEET NORTH OF A 4-INCH IRON PIPE WITH
 AW4251'CUT-OFF VALVE WHICH APPEARS TO HAVE BEEN AN OIL-WELL THAT
 AW4251'HAS BEEN ABANDONED, 47 FEET WEST OF FENCE-LINE AND 6.6 FEET
 AW4251'SOUTHEAST OF A HI-LINE POLE WITH NUMBERS 2534.
 AW4251'
 AW4251'AZIMUTH MARK IS A STANDARD DISK, STAMPED GEORGE 1952, SET
 AW4251'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 AW4251'6-INCHES.  IT IS 118 FEET EAST OF THE NORTH ONE OF A DOUBLE
 AW4251'SET OF HI-LINE POLES NUMBER 161, 57 FEET SOUTH OF THE SOUTH
 AW4251'ONE OF A DOUBLE SET OF HI-LINE POLES, 1 FOOT SOUTH OF FENCE-LINE
 AW4251'AND 1.6 FEET EAST OF POST WITH WITNESS SIGN.
 AW4251'
 AW4251'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY
 AW4251'ON OLD ROAD-BED, WHICH PARALLEL THE SURFACE ROAD LEADING
 AW4251'TO PLANT ABOUT 300 FEET TO THE SOUTH FOR 0.35 MILE TO MARK
 AW4251'ON THE LEFT ALONG FENCE LINE.
 AW4251'
 AW4251'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THOMPSONS
 AW4251'SW 2 MILES.
 AW4251
 AW4251                          STATION RECOVERY (1973)
 AW4251
 AW4251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JT)
 AW4251'THE STATION, R.M. 3 AND R.M. 4 WERE RECOVERED IN GOOD CONDITION
 AW4251'AND LEVELED OVER DURING THE 1973 RELEVELING.
 AW4251'
 AW4251'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 AW4251'STATION AT THOMPSONS, GO 0.4 MILE WEST ALONG THE RAILWAY,
 AW4251'THENCE 2.55 MILES SOUTHWEST ALONG Y.U. JONES ROAD.
 AW4251'
 AW4251'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 AW4251'GEORGE 1952 1971.  AT THE JUNCTION OF SMITHERS LAKE ROAD
 AW4251'SOUTH AND A ROAD WEST TO HOUSTON LIGHTING AND POWER COMPANY
 AW4251'W.A. PARISH GENERATING STATION, 84 FEET SOUTH OF THE EXTENDED
 AW4251'CENTER LINE OF Y.U. JONES ROAD, 64 FEET WEST OF THE CENTER
 AW4251'LINE OF SMITHERS LAKE ROAD, 73-1/2 FEET SOUTH OF THE SOUTH
 AW4251'END OF A METAL GATE, IN A CONCRETE POST.
 AW4251'
 AW4251'R.M. 3 IS A C AND GS REFERENCE MARK DISK, STAMPED GEORGE
 AW4251'1952 NO. 3 1971.  65.48 FEET SOUTH-SOUTHWEST OF THE STATION,
 AW4251'IN THE TOP OF A CONCRETE SLAB WHICH PROJECTS 0.2 FOOT ABOVE
 AW4251'THE GROUND.
 AW4251'
 AW4251'R.M. 4 IS A C AND GS REFERENCE MARK DISK, STAMPED GEORGE
 AW4251'1952 NO 4 1971.  39.31 FEET WEST-SOUTHWEST OF THE STATION,
 AW4251'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 AW4251'GROUND.
 AW4251
 AW4251                          STATION RECOVERY (1973)
 AW4251
 AW4251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4251'2.55 MI SW FROM THOMPSONS.
 AW4251'0.4 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 AW4251'STATION AT THOMPSONS, THENCE 2.15 MILES SOUTHWEST ALONG Y. U. JONES
 AW4251'ROAD, AT THE JUNCTION OF SMITHERS LAKE ROAD SOUTH AND A ROAD WEST TO
 AW4251'HOUSTON LIGHTING AND POWER COMPANY W. A. PARISH GENERATING STATION, 84
 AW4251'FEET SOUTH OF THE CENTER LINE OF THE ROAD TO POWER COMPANY AND THE
 AW4251'EXTENDED CENTER LINE OF Y. U. JONES ROAD, 64 FEET WEST OF THE CENTER
 AW4251'LINE OF SMITHERS LAKE ROAD, 65.48 FEET NORTH-NORTHEAST OF R.M. 3,
 AW4251'39.31 FEET EAST-NORTHEAST OF R.M. 4, 66 FEET SOUTHEAST OF A POWER POLE
 AW4251'WITH THREE TRANSFORMERS, 73 1/2 FEET SOUTH OF THE SOUTH END OF A METAL
 AW4251'GATE, 10.4 FEET WEST OF A FENCE, 10.8 FEET WEST-SOUTHWEST OF A WITNESS
 AW4251'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW4251'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW4251
 AW4251                          STATION RECOVERY (1986)
 AW4251
 AW4251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4251'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4251'OMIT THE PRIOR REFERENCE TO THE RAILWAY STATION, ADD--0.6 KM (0.4 MI)
 AW4251'WEST ALONG THE ATCHISON-TOPEKA-SANTA FE RAILWAY FROM THE POST OFFICE
 AW4251'IN THOMPSONS, 3.4 METERS (11.0 FT) WEST OF A FENCE AND A WITNESS POST,
 AW4251'BETWEEN TWO 4 BY 4-INCH WOOD POSTS.
 AW4251
 AW4251                          STATION RECOVERY (1988)
 AW4251
 AW4251'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4251'MARK NOT FOUND.
 AW4251
 AW4251                          STATION RECOVERY (1996)
 AW4251
 AW4251'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1403 ***********************************************************************
 AJ1403  DESIGNATION -  GEORGE
 AJ1403  PID         -  AJ1403
 AJ1403  STATE/COUNTY-  TX/WEBB
 AJ1403  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ1403
 AJ1403                         *CURRENT SURVEY CONTROL
 AJ1403  ___________________________________________________________________
 AJ1403* NAD 83(1993)-  27 21 01.74653(N)    099 18 33.93587(W)     ADJUSTED  
 AJ1403* NAVD 88     -       151.5    (meters)     497.     (feet)  VERTCON   
 AJ1403  ___________________________________________________________________
 AJ1403  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AJ1403  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AJ1403
 AJ1403  HORZ ORDER  -  FIRST
 AJ1403
 AJ1403.The horizontal coordinates were established by classical geodetic methods
 AJ1403.and adjusted by the National Geodetic Survey in February 1996..
 AJ1403
 AJ1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1403
 AJ1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1403
 AJ1403.The geoid height was determined by GEOID03.
 AJ1403
 AJ1403;                    North         East     Units Scale Factor Converg.
 AJ1403;SPC TX S     - 5,186,810.842   219,918.512   MT  0.99991331   -0 22 02.9
 AJ1403;SPC TX S     -17,017,061.90    721,515.98   sFT  0.99991331   -0 22 02.9
 AJ1403;UTM  14      - 3,025,293.633   469,395.842   MT  0.99961156   -0 08 31.8
 AJ1403
 AJ1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1403!SPC TX S     -   0.99997998  x   0.99991331  =   0.99989329
 AJ1403!UTM  14      -   0.99997998  x   0.99961156  =   0.99959155
 AJ1403
 AJ1403|---------------------------------------------------------------------|
 AJ1403| PID    Reference Object                     Distance      Geod. Az  |
 AJ1403|                                                           dddmmss.s |
 AJ1403| CV3212 GEORGE RM 2                          16.707 METERS 02459     |
 AJ1403| CV3213 GEORGE RM 3                          17.977 METERS 13716     |
 AJ1403| AJ1404 WINDMILL WEST OF STA GEORGE         APPROX. 9.9 KM 2622322.8 |
 AJ1403| CV3214 GEORGE RM 4                                        2712024.7 |
 AJ1403| CV3211 GEORGE RM 1                          12.015 METERS 35137     |
 AJ1403|---------------------------------------------------------------------|
 AJ1403
 AJ1403                          SUPERSEDED SURVEY CONTROL
 AJ1403
 AJ1403  NAD 83(1986)-  27 21 01.74501(N)    099 18 33.90626(W) AD(       ) 1
 AJ1403  NAD 27      -  27 21 00.66400(N)    099 18 32.77600(W) AD(       ) 1
 AJ1403  NGVD 29 (07/19/86)  151.6    (m)          497.     (f) VERT ANG       
 AJ1403
 AJ1403.Superseded values are not recommended for survey control.
 AJ1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1403.See file dsdata.txt to determine how the superseded data were derived.
 AJ1403
 AJ1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR6939625294(NAD 83)
 AJ1403_MARKER: DS = TRIANGULATION STATION DISK
 AJ1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1403
 AJ1403  HISTORY     - Date     Condition        Report By
 AJ1403  HISTORY     - 1917     MONUMENTED       CGS
 AJ1403  HISTORY     - 1920     GOOD             USGS
 AJ1403  HISTORY     - 1942     GOOD             LOCSUR
 AJ1403  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AJ1403
 AJ1403                          STATION DESCRIPTION
 AJ1403
 AJ1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1403'STATION IS ON THE HIGHEST POINT OF A FLAT-TOP RIDGE, ABOUT
 AJ1403'15 MILES E OF LAREDO, 4 MILES E OF THE COLORADO RANCH AND
 AJ1403'ON PROPERTY BELONGING TO THIS RANCH, AND 250 METERS (820 FEET)
 AJ1403'N OF THE ROAD PASSING THROUGH THE RANCH.
 AJ1403'
 AJ1403'SURFACE STATION AND REFERENCE MARK ARE STANDARD BRONZE DISKS
 AJ1403'SET IN BLOCKS OF CONCRETE.
 AJ1403'
 AJ1403'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1403'
 AJ1403'REFERENCE MARK IS 12.030 METERS (39.47 FEET) FROM THE STATION,
 AJ1403'N 8 DEG 24 MIN W.
 AJ1403'
 AJ1403'ELEVATION OF STATION, 151.9 METERS (498 FEET).
 AJ1403
 AJ1403                          STATION RECOVERY (1920)
 AJ1403
 AJ1403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1920
 AJ1403'STATION MARK - STANDARD NGS DISK SET IN CONCRETE.
 AJ1403'
 AJ1403'REFERENCE MARKS - NONE.
 AJ1403
 AJ1403                          STATION RECOVERY (1942)
 AJ1403
 AJ1403'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 AJ1403'RECOVERED BY GEOPHYSICAL SURVEYS
 AJ1403'
 AJ1403'STATION RECOVERED IN GOOD CONDITION.
 AJ1403
 AJ1403                          STATION RECOVERY (1974)
 AJ1403
 AJ1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1403'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED.  THE
 AJ1403'STATION MARK WAS IN POOR CONDITION AND THE REFERENCE MARK
 AJ1403'WAS LOOSE.  A SURFACE AND UNDERGROUND DISK WAS ESTABLISHED
 AJ1403'HOLDING THE EXACT POSITION AS THE OLD UNDERGROUND MARK WHICH
 AJ1403'WAS A NAIL IN A CONCRETE BLOCK APPROXIMATELY 12 INCHES BELOW
 AJ1403'THE GROUND SURFACE.  REFERENCE MARKS 2, 3 AND 4 WERE
 AJ1403'ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 AJ1403'
 AJ1403'THE STATION IS ABOUT 19 MILES WEST AND 6-1/2 MILES SOUTH
 AJ1403'OF MIRANDO CITY, 11-1/2 MILES SOUTH AND 10-1/2 MILES EAST
 AJ1403'OF LAREDO, 8-3/4 MILES EAST OF U.S. HIGHWAY 83 AND ON PROPERTY
 AJ1403'OWNED BY WILLIAM HUBBERD WHO LIVES IN SAN ANTONIO, TELEPHONE
 AJ1403'NUMBER 732-7681.
 AJ1403'
 AJ1403'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 AJ1403'AND STATE HIGHWAY 359 AT THE SOUTHEAST EDGE OF LAREDO, GO
 AJ1403'SOUTH ON U.S. HIGHWAY 83 FOR 7.1 MILES TO A PAVED SIDE ROAD
 AJ1403'LEFT.  TURN LEFT AND GO EAST ON THE PAVED ROAD FOR 3.6 MILES
 AJ1403'TO A FORK AND A LARGE ARCHWAY ON THE LEFT.  TAKE THE RIGHT
 AJ1403'FORK AND GO SOUTH AND SOUTHEAST ON THE PAVED ROAD FOR 6.4
 AJ1403'MILES TO THE END OF THE PAVEMENT.  CONTINUE SOUTHEAST ON
 AJ1403'A GRAVELED ROAD FOR 1.9 MILES TO A CONCRETE BRIDGE.  CONTINUE
 AJ1403'SOUTHEAST ON THE GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD
 AJ1403'RIGHT AND A SIGN SAN ANTONIO RANCH.  CONTINUE SOUTHEAST
 AJ1403'AND EAST ON THE GRAVELED ROAD FOR 0.45 MILE TO A GATE.
 AJ1403'PASS THROUGH GATE AND GO EAST ON A GRADED ROAD FOR 1.45
 AJ1403'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST
 AJ1403'ON A GRADED ROAD FOR 1.6 MILES TO A PIPELINE CROSSING AND
 AJ1403'WHERE THE ROAD TURNS LEFT.  BEAR LEFT AND GO NORTH ON
 AJ1403'THE GRADED ROAD FOR 0.25 MILE TO A GATE.  PASS THROUGH
 AJ1403'GATE AND CONTINUE NORTH ON THE GRADED ROAD FOR 0.5 MILE
 AJ1403'TO A PIPELINE VALVE SYSTEM, A 3-WAY FORK AND REFERENCE
 AJ1403'MARK 4.  TAKE THE CENTER FORK AND CONTINUE NORTH ON GRADED
 AJ1403'ROAD FOR 0.1 MILE TO A GRADED CROSSROAD.  TURN RIGHT
 AJ1403'AND GO EAST ON THE GRADED ROAD FOR 1.1 MILES TO THE
 AJ1403'TOP OF A SMALL RISE, HERE TURN RIGHT AND GO SOUTH
 AJ1403'THROUGH BRUSH FOR 0.1 MILE TO THE HIGHEST POINT OF A SMALL
 AJ1403'RISE AND THE STATION.
 AJ1403'
 AJ1403'STATION MARKS ARE STANDARD DISKS, STAMPED GEORGE 1917 1974.
 AJ1403'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AJ1403'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 AJ1403'IT IS 3.7 FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND
 AJ1403'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 AJ1403'THE GROUND SURFACE.
 AJ1403'
 AJ1403'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GEORGE 1917,
 AJ1403'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 AJ1403'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 35.5 FEET NORTH
 AJ1403'OF THE WITNESS POST NEAR THE STATION, 30.8 FEET WEST-SOUTHWEST
 AJ1403'OF THE WITNESS POST NEAR REFERENCE MARK 2 AND ABOUT THE
 AJ1403'SAME ELEVATION AS THE STATION.
 AJ1403'
 AJ1403'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GEORGE 1917
 AJ1403'NO 2 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AJ1403'MONUMENT, THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS
 AJ1403'1.4 FEET SOUTH OF THE WITNESS POST AND ABOUT THE SAME ELEVATION
 AJ1403'AS THE STATION.
 AJ1403'
 AJ1403'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GEORGE 1917
 AJ1403'NO 3 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AJ1403'MONUMENT, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 AJ1403'1.1 FEET WEST OF A WITNESS POST AND ABOUT THE SAME ELEVATION
 AJ1403'AS THE STATION.
 AJ1403'
 AJ1403'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED GEORGE 1917
 AJ1403'NO 4 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AJ1403'MONUMENT, THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS
 AJ1403'32.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A FENCE AROUND
 AJ1403'A PIPELINE VALVE, 10.7 FEET EAST-SOUTHEAST OF A POWER LINE
 AJ1403'POLE WITH A TRANSFORMER AND 1.4 FEET EAST OF A WITNESS POST.
 AJ1403'THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AJ1403'
 AJ1403'HEIGHT OF LIGHT ABOVE STATION MARK 72.64 FEET.
 AJ1403'
 AJ1403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15-1/2
 AJ1403'MILES SOUTHEAST OF LAREDO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1759 ***********************************************************************
 AN1759  DESIGNATION -  GEORGE RAY
 AN1759  PID         -  AN1759
 AN1759  STATE/COUNTY-  TX/GOLIAD
 AN1759  USGS QUAD   -  BERCLAIR NW (1987)
 AN1759
 AN1759                         *CURRENT SURVEY CONTROL
 AN1759  ___________________________________________________________________
 AN1759* NAD 83(1986)-  28 40 15.     (N)    097 41 25.     (W)     SCALED    
 AN1759* NAVD 88     -        76.69   (+/-2cm)     251.6    (feet)  VERTCON   
 AN1759  ___________________________________________________________________
 AN1759  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN1759
 AN1759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1759
 AN1759.The horizontal coordinates were scaled from a topographic map and have
 AN1759.an estimated accuracy of +/- 6 seconds.
 AN1759
 AN1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1759.The vertical order pertains to the NGVD 29 superseded value.
 AN1759
 AN1759.The geoid height was determined by GEOID03.
 AN1759
 AN1759;                    North         East    Units  Estimated Accuracy
 AN1759;SPC TXSC     - 4,093,540.      728,010.      MT  (+/- 180 meters Scaled)
 AN1759
 AN1759                          SUPERSEDED SURVEY CONTROL
 AN1759
 AN1759  NGVD 29 (??/??/92)   76.705  (m)          251.66   (f) ADJ UNCH    2 0
 AN1759
 AN1759.Superseded values are not recommended for survey control.
 AN1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1759.See file dsdata.txt to determine how the superseded data were derived.
 AN1759
 AN1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS279722(NAD 83)
 AN1759_MARKER: DB = BENCH MARK DISK
 AN1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1759_STAMPING: GEORGE RAY 1943
 AN1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1759+STABILITY: SURFACE MOTION
 AN1759
 AN1759  HISTORY     - Date     Condition        Report By
 AN1759  HISTORY     - 1943     MONUMENTED       CGS
 AN1759
 AN1759                          STATION DESCRIPTION
 AN1759
 AN1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1759'7.7 MI NE FROM PETTUS.
 AN1759'TO REACH FROM THE ELEMENTARY SCHOOL AT PETTUS, PROCEED 7.7 MILES
 AN1759'NORTHEASTERLY ALONG A DIRT ROAD TO THE WEST ENTRANCE TO THE GEORGE RAY
 AN1759'RANCH HOUSE AND SITE OF BENCH MARK.  BENCH MARK IS 48.4 FEET EAST OF
 AN1759'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS
 AN1759'36.5 FEET SOUTHEAST OF THE CENTERLINE OF A STEEL CATTLE GUARD AT THE
 AN1759'WEST ENTRANCE TO THE RANCH HOUSE, AND 3.2 FEET SOUTH OF A 4X4 INCH
 AN1759'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4249 ***********************************************************************
 AW4249  HT_MOD      -  This is a Height Modernization Survey Station.
 AW4249  DESIGNATION -  GEORGE RM 3
 AW4249  PID         -  AW4249
 AW4249  STATE/COUNTY-  TX/FORT BEND
 AW4249  USGS QUAD   -  THOMPSONS (1980)
 AW4249
 AW4249                         *CURRENT SURVEY CONTROL
 AW4249  ___________________________________________________________________
 AW4249* NAD 83(1993)-  29 29 06.90603(N)    095 37 20.61617(W)     ADJUSTED  
 AW4249* NAVD 88     -        21.17   (meters)      69.5    (feet)  GPS OBS   
 AW4249  ___________________________________________________________________
 AW4249  X           -    -544,386.405 (meters)                     COMP
 AW4249  Y           -  -5,529,826.976 (meters)                     COMP
 AW4249  Z           -   3,120,828.876 (meters)                     COMP
 AW4249  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW4249  ELLIP HEIGHT-          -5.95  (meters)          (12/03/01) GPS OBS
 AW4249  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4249  DYNAMIC HT  -          21.14  (meters)      69.4   (feet)  COMP
 AW4249  MODELED GRAV-     979,266.2   (mgal)                       NAVD 88
 AW4249
 AW4249  HORZ ORDER  -  FIRST
 AW4249  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4249  ELLP ORDER  -  FOURTH    CLASS II
 AW4249
 AW4249.The horizontal coordinates were established by GPS observations
 AW4249.and adjusted by the National Geodetic Survey in December 2001..
 AW4249
 AW4249.The orthometric height was determined by GPS observations and a
 AW4249.high-resolution geoid model using precise GPS observation and
 AW4249.processing techniques. It supersedes the leveled height previously
 AW4249.determined for this station.
 AW4249.WARNING-GPS observations at this control monument resulted in a GPS
 AW4249.derived orthometric height which differed from the leveled height by
 AW4249.more than one decimeter (0.1 meter).
 AW4249.The vertical order pertains to the first NAVD 88 superseded value.
 AW4249
 AW4249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW4249
 AW4249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4249
 AW4249.The ellipsoidal height was determined by GPS observations
 AW4249.and is referenced to NAD 83.
 AW4249
 AW4249.The geoid height was determined by GEOID03.
 AW4249
 AW4249.The dynamic height is computed by dividing the NAVD 88
 AW4249.geopotential number by the normal gravity value computed on the
 AW4249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4249.degrees latitude (g = 980.6199 gals.).
 AW4249
 AW4249.The modeled gravity was interpolated from observed gravity values.
 AW4249
 AW4249;                    North         East     Units Scale Factor Converg.
 AW4249;SPC TXSC     - 4,187,805.425   927,472.212   MT  0.99986667   +1 39 17.0
 AW4249;SPC TXSC     -13,739,491.63  3,042,881.75   sFT  0.99986667   +1 39 17.0
 AW4249;UTM  15      - 3,264,614.563   245,735.054   MT  1.00039780   -1 17 29.2
 AW4249
 AW4249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4249!SPC TXSC     -   1.00000093  x   0.99986667  =   0.99986760
 AW4249!UTM  15      -   1.00000093  x   1.00039780  =   1.00039873
 AW4249
 AW4249                          SUPERSEDED SURVEY CONTROL
 AW4249
 AW4249  ELLIP H (10/25/00)   -5.90   (m)                       GP(       ) 4 1
 AW4249  NAD 83(1993)-  29 29 06.90650(N)    095 37 20.61520(W) AD(       ) 1
 AW4249  ELLIP H (10/17/96)   -5.78   (m)                       GP(       ) 3 1
 AW4249  NAVD 88 (06/15/91)   21.450  (m)           70.37   (f) ADJUSTED    1 2
 AW4249  NGVD 29 (12/23/87)   21.446  (m)           70.36   (f) ADJUSTED    1 2
 AW4249
 AW4249.Superseded values are not recommended for survey control.
 AW4249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4249.See file dsdata.txt to determine how the superseded data were derived.
 AW4249
 AW4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4573564615(NAD 83)
 AW4249_MARKER: DB = BENCH MARK DISK
 AW4249_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AW4249_SP_SET: CONCRETE SLAB
 AW4249_STAMPING: GEORGE 1952 NO 3 1971
 AW4249_MARK LOGO: NGS   
 AW4249_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW4249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4249+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1995
 AW4249
 AW4249  HISTORY     - Date     Condition        Report By
 AW4249  HISTORY     - 1971     MONUMENTED       NGS
 AW4249  HISTORY     - 1973     GOOD             NGS
 AW4249  HISTORY     - 1986     GOOD             NGS
 AW4249  HISTORY     - 19950421 GOOD             HGCSD
 AW4249  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4249
 AW4249                          STATION DESCRIPTION
 AW4249
 AW4249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4249'2.55 MI SW FROM THOMPSONS.
 AW4249'0.4 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 AW4249'STATION AT THOMPSONS, THENCE 2.15 MILES SOUTHWEST ALONG Y. U. JONES
 AW4249'ROAD, AT THE JUNCTION OF SMITHERS LAKE ROAD SOUTH AND A ROAD WEST TO
 AW4249'HOUSTON LIGHTING AND POWER COMPANY W. A. PARISH GENERATING STATION,
 AW4249'65.48 FEET SOUTH-SOUTHWEST OF THE STATION, 146 FEET SOUTH OF THE
 AW4249'CENTER LINE OF THE ROAD TO THE POWER COMPANY AND THE EXTENDED CENTER
 AW4249'LINE OF Y. U. JONES ROAD, 86 FEET WEST OF THE CENTER LINE OF SMITHERS
 AW4249'LAKE ROAD, 49.22 FEET SOUTH-SOUTHEAST OF R.M. 4, 54 1/2 FEET
 AW4249'SOUTH-SOUTHEAST OF POWER POLE 2534, 31.5 FEET WEST OF A FENCE, IN THE
 AW4249'TOP OF A CONCRETE SLAB WHICH PROJECTS ABOUT 0.2 FOOT ABOVE THE GROUND,
 AW4249'AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.
 AW4249
 AW4249                          STATION RECOVERY (1986)
 AW4249
 AW4249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4249'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4249'OMIT THE PRIOR REFERENCE TO THE RAILWAY STATION, ADD--0.6 KM (0.4 MI)
 AW4249'WEST ALONG THE ATCHISON-TOPEKA-SANTA FE RAILWAY FROM THE STATION IN
 AW4249'THOMPSONS, 9.6 METER (31.6 FT) WEST OF A FENCE AND FLUSH WITH THE
 AW4249'GROUND.
 AW4249
 AW4249                          STATION RECOVERY (1995)
 AW4249
 AW4249'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW4249'RECOVERED AS DESCRIBED.
 AW4249
 AW4249                          STATION RECOVERY (1996)
 AW4249
 AW4249'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4250 ***********************************************************************
 AW4250  DESIGNATION -  GEORGE RM 4
 AW4250  PID         -  AW4250
 AW4250  STATE/COUNTY-  TX/FORT BEND
 AW4250  USGS QUAD   -  THOMPSONS (1980)
 AW4250
 AW4250                         *CURRENT SURVEY CONTROL
 AW4250  ___________________________________________________________________
 AW4250* NAD 83(1986)-  29 29 07.     (N)    095 37 20.     (W)     SCALED    
 AW4250* NAVD 88     -        21.61   (+/-2cm)      70.9    (feet)  VERTCON   
 AW4250  ___________________________________________________________________
 AW4250  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW4250
 AW4250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4250
 AW4250.The horizontal coordinates were scaled from a topographic map and have
 AW4250.an estimated accuracy of +/- 6 seconds.
 AW4250
 AW4250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4250.The vertical order pertains to the NGVD 29 superseded value.
 AW4250
 AW4250.The geoid height was determined by GEOID03.
 AW4250
 AW4250;                    North         East    Units  Estimated Accuracy
 AW4250;SPC TXSC     - 4,187,810.      927,490.      MT  (+/- 180 meters Scaled)
 AW4250
 AW4250                          SUPERSEDED SURVEY CONTROL
 AW4250
 AW4250  NGVD 29 (??/??/92)   21.610  (m)           70.90   (f) ADJ UNCH    2 0
 AW4250
 AW4250.Superseded values are not recommended for survey control.
 AW4250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4250.See file dsdata.txt to determine how the superseded data were derived.
 AW4250
 AW4250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN457646(NAD 83)
 AW4250_MARKER: DR = REFERENCE MARK DISK
 AW4250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4250_STAMPING: GEORGE 1952 NO 4 1971
 AW4250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4250+STABILITY: SURFACE MOTION
 AW4250
 AW4250  HISTORY     - Date     Condition        Report By
 AW4250  HISTORY     - 1971     MONUMENTED       NGS
 AW4250  HISTORY     - 1973     GOOD             NGS
 AW4250  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW4250  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4250  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW4250  HISTORY     - 19980118 MARK NOT FOUND   USPSQD
 AW4250
 AW4250                          STATION DESCRIPTION
 AW4250
 AW4250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4250'2.55 MI SW FROM THOMPSONS.
 AW4250'0.4 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 AW4250'STATION AT THOMPSONS, THENCE 2.15 MILES SOUTHWEST ALONG Y. U. JONES
 AW4250'ROAD, AT THE JUNCTION OF SMITHERS LAKE ROAD SOUTH AND A ROAD WEST TO
 AW4250'HOUSTON LIGHTING AND POWER COMPANY W. A. PARISH GENERATING STATION,
 AW4250'39.31 FEET WEST-SOUTHWEST OF THE STATION, 98 FEET SOUTH OF THE CENTER
 AW4250'LINE OF THE ROAD TO THE POWER COMPANY AND THE EXTENDED CENTER LINE OF
 AW4250'Y. U. JONES ROAD, 100 1/2 FEET WEST OF THE CENTER LINE OF SMITHERS
 AW4250'LAKE ROAD, 49.22 FEET NORTH-NORTHWEST OF R.M. 3, 47.6 FEET WEST OF A
 AW4250'FENCE, 6 1/2 FEET EAST-SOUTHEAST OF POWER POLE 2534, ABOUT 1/2 FOOT
 AW4250'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW4250'0.3 FOOT ABOVE THE GROUND.
 AW4250
 AW4250                          STATION RECOVERY (1986)
 AW4250
 AW4250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4250'NOT RECOVERED.  THE TOP OF A DISK HAS BEEN CUT OFF BY A GRADER.
 AW4250'BELIEVED DESTROYED.
 AW4250
 AW4250                          STATION RECOVERY (1988)
 AW4250
 AW4250'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4250'MARK NOT FOUND.
 AW4250
 AW4250                          STATION RECOVERY (1996)
 AW4250
 AW4250'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4250'MARK NOT FOUND.
 AW4250
 AW4250                          STATION RECOVERY (1998)
 AW4250
 AW4250'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0849 ***********************************************************************
 AO0849  CBN         -  This is a Cooperative Base Network Control Station.
 AO0849  DESIGNATION -  GEORGE WEST
 AO0849  PID         -  AO0849
 AO0849  STATE/COUNTY-  TX/LIVE OAK
 AO0849  USGS QUAD   -  GEORGE WEST (1984)
 AO0849
 AO0849                         *CURRENT SURVEY CONTROL
 AO0849  ___________________________________________________________________
 AO0849* NAD 83(1993)-  28 19 58.85929(N)    098 06 16.93340(W)     ADJUSTED  
 AO0849* NAVD 88     -        45.8    (meters)     150.     (feet)  GPS OBS   
 AO0849  ___________________________________________________________________
 AO0849  X           -    -792,084.311 (meters)                     COMP
 AO0849  Y           -  -5,562,200.966 (meters)                     COMP
 AO0849  Z           -   3,009,049.644 (meters)                     COMP
 AO0849  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AO0849  ELLIP HEIGHT-          19.37  (meters)          (10/24/00) GPS OBS
 AO0849  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AO0849
 AO0849  HORZ ORDER  -  B
 AO0849  ELLP ORDER  -  FOURTH    CLASS II
 AO0849
 AO0849.The horizontal coordinates were established by GPS observations
 AO0849.and adjusted by the National Geodetic Survey in May 1994..
 AO0849
 AO0849.The orthometric height was determined by GPS observations and a
 AO0849.high-resolution geoid model.
 AO0849
 AO0849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0849
 AO0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0849
 AO0849.The ellipsoidal height was determined by GPS observations
 AO0849.and is referenced to NAD 83.
 AO0849
 AO0849.The geoid height was determined by GEOID03.
 AO0849
 AO0849;                    North         East     Units Scale Factor Converg.
 AO0849;SPC TXSC     - 4,055,717.012   687,791.244   MT  1.00001482   +0 26 19.0
 AO0849;SPC TXSC     -13,306,131.56  2,256,528.44   sFT  1.00001482   +0 26 19.0
 AO0849;UTM  14      - 3,134,418.628   587,757.661   MT  0.99969505   +0 25 29.8
 AO0849
 AO0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0849!SPC TXSC     -   0.99999696  x   1.00001482  =   1.00001178
 AO0849!UTM  14      -   0.99999696  x   0.99969505  =   0.99969201
 AO0849
 AO0849                          SUPERSEDED SURVEY CONTROL
 AO0849
 AO0849  ELLIP H (05/09/94)   19.53   (m)                       GP(       ) 4 2
 AO0849
 AO0849.Superseded values are not recommended for survey control.
 AO0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0849.See file dsdata.txt to determine how the superseded data were derived.
 AO0849
 AO0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8775834419(NAD 83)
 AO0849_MARKER: DH = HORIZONTAL CONTROL DISK
 AO0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0849_SP_SET: CONCRETE POST
 AO0849_STAMPING: GEORGE WEST 1992
 AO0849_MARK LOGO: TXHD  
 AO0849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AO0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0849+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1993
 AO0849
 AO0849  HISTORY     - Date     Condition        Report By
 AO0849  HISTORY     - 1992     MONUMENTED       TXHD
 AO0849  HISTORY     - 19930323 GOOD
 AO0849
 AO0849                          STATION DESCRIPTION
 AO0849
 AO0849'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1992
 AO0849'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF GEORGE WEST, 17.7 KM
 AO0849'(11.00 MI) SOUTHEAST OF THREE RIVERS, 38.6 KM (24.00 MI) NORTHWEST OF
 AO0849'MATHIS AND IN U.S. HIGHWAY 59 RIGHT OF WAY.  OWNERSHIP--TEXAS
 AO0849'DEPARTMENT OF TRANSPORTATION.
 AO0849'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 59 AND 281 IN GEORGE
 AO0849'WEST, GO NORTHEAST ON HIGHWAY 59 FOR 1.3 KM (0.80 MI) TO A CURVE TO
 AO0849'THE RIGHT AND THE STATION ON THE LEFT.
 AO0849'STATION IS AN ALUMINUM DISK IN A CONCRETE POST RECESSED 15 CM WITH A
 AO0849'15 CM PVC SLEEVE WITH LOGO CAP FLUSH WITH THE GROUND.  IT IS 25.3 M
 AO0849'(83.0 FT) NORTH FROM THE CENTER OF THE HIGHWAY, 0.5 M (1.6 FT)
 AO0849'SOUTHEAST OF A 9 CM TAPERED CONCRETE RIGHT OF WAY MARKER PROJECTING 40
 AO0849'CM AND 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST.
 AO0849
 AO0849                          STATION RECOVERY (1993)
 AO0849
 AO0849'RECOVERED 1993
 AO0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0582 ***********************************************************************
 AO0582  DESIGNATION -  GEORGE WEST MUNICIPAL TANK
 AO0582  PID         -  AO0582
 AO0582  STATE/COUNTY-  TX/LIVE OAK
 AO0582  USGS QUAD   -  GEORGE WEST (1984)
 AO0582
 AO0582                         *CURRENT SURVEY CONTROL
 AO0582  ___________________________________________________________________
 AO0582* NAD 83(1993)-  28 19 50.32513(N)    098 07 12.36140(W)     ADJUSTED  
 AO0582* NAVD 88     -                                                        
 AO0582  ___________________________________________________________________
 AO0582  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AO0582  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AO0582
 AO0582  HORZ ORDER  -  THIRD
 AO0582
 AO0582.The horizontal coordinates were established by classical geodetic methods
 AO0582.and adjusted by the National Geodetic Survey in February 1996..
 AO0582
 AO0582
 AO0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0582
 AO0582.The geoid height was determined by GEOID03.
 AO0582
 AO0582;                    North         East     Units Scale Factor Converg.
 AO0582;SPC TXSC     - 4,055,442.836   686,283.478   MT  1.00001554   +0 25 51.9
 AO0582;SPC TXSC     -13,305,232.04  2,251,581.71   sFT  1.00001554   +0 25 51.9
 AO0582;UTM  14      - 3,134,144.897   586,250.315   MT  0.99969181   +0 25 03.3
 AO0582
 AO0582                          SUPERSEDED SURVEY CONTROL
 AO0582
 AO0582  NAD 83(1986)-  28 19 50.33111(N)    098 07 12.33995(W) AD(       ) 4
 AO0582  NAD 27      -  28 19 49.33000(N)    098 07 11.32100(W) AD(       ) 3
 AO0582
 AO0582.Superseded values are not recommended for survey control.
 AO0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0582.See file dsdata.txt to determine how the superseded data were derived.
 AO0582
 AO0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8625034145(NAD 83)
 AO0582_MARKER: 53 = ELEVATED TANK
 AO0582
 AO0582  HISTORY     - Date     Condition        Report By
 AO0582  HISTORY     - 1953     FIRST OBSERVED   CGS
 AO0582  HISTORY     - 1963     GOOD             CGS
 AO0582
 AO0582                          STATION DESCRIPTION
 AO0582
 AO0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0582'THE STATION IS LOCATED IN THE WESTERN PART OF GEORGE WEST,
 AO0582'ACROSS THE STREET (HOUSTON) FROM THE GEORGE WEST GYMNASIUM.
 AO0582'
 AO0582'THE STATION IS A METAL TANK MOUNTED ATOP A FOUR LEGGED TOWER.
 AO0582'THE TOP OF THE STRUCTURE IS APPROXIMATELY 130 FEET HIGH.
 AO0582
 AO0582                          STATION RECOVERY (1963)
 AO0582
 AO0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AO0582'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AO0582'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1093 ***********************************************************************
 BM1093  PACS        -  This is a Primary Airport Control Station.
 BM1093  DESIGNATION -  GEORGEPORT
 BM1093  PID         -  BM1093
 BM1093  STATE/COUNTY-  TX/WILLIAMSON
 BM1093  USGS QUAD   -  GEORGETOWN (1982)
 BM1093
 BM1093                         *CURRENT SURVEY CONTROL
 BM1093  ___________________________________________________________________
 BM1093* NAD 83(1993)-  30 40 46.10119(N)    097 40 49.68790(W)     ADJUSTED  
 BM1093* NAVD 88     -       234.13   (meters)     768.1    (feet)  GPS OBS   
 BM1093  ___________________________________________________________________
 BM1093  X           -    -733,781.264 (meters)                     COMP
 BM1093  Y           -  -5,441,131.712 (meters)                     COMP
 BM1093  Z           -   3,235,488.423 (meters)                     COMP
 BM1093  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 BM1093  ELLIP HEIGHT-         207.92  (meters)          (10/24/00) GPS OBS
 BM1093  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BM1093
 BM1093  HORZ ORDER  -  B
 BM1093  ELLP ORDER  -  FOURTH    CLASS II
 BM1093
 BM1093.This mark is at Georgetown Muni (T04) Airport (T04)
 BM1093
 BM1093.The horizontal coordinates were established by GPS observations
 BM1093.and adjusted by the National Geodetic Survey in February 1996..
 BM1093
 BM1093.The orthometric height was determined by GPS observations and a
 BM1093.high-resolution geoid model.
 BM1093
 BM1093.GPS derived orthometric heights for airport stations designated as
 BM1093.PACS or SACS are published to 2 decimal places.  This maintains
 BM1093.centimeter relative accuracy between the PACS and SACS.  It does
 BM1093.not indicate centimeter accuracy relative to other marks which are
 BM1093.part of the NAVD 88 network.
 BM1093
 BM1093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1093
 BM1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1093
 BM1093.The ellipsoidal height was determined by GPS observations
 BM1093.and is referenced to NAD 83.
 BM1093
 BM1093.The geoid height was determined by GEOID03.
 BM1093
 BM1093;                    North         East     Units Scale Factor Converg.
 BM1093;SPC TX C     - 3,115,305.433   954,153.169   MT  0.99989743   +1 21 59.0
 BM1093;SPC TX C     -10,220,797.91  3,130,417.52   sFT  0.99989743   +1 21 59.0
 BM1093;UTM  14      - 3,394,823.027   626,395.209   MT  0.99979708   +0 40 24.1
 BM1093
 BM1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1093!SPC TX C     -   0.99996735  x   0.99989743  =   0.99986478
 BM1093!UTM  14      -   0.99996735  x   0.99979708  =   0.99976444
 BM1093
 BM1093:                Primary Azimuth Mark                     Grid Az
 BM1093:SPC TX C     -  F 1035                                   090 41 50.8
 BM1093:UTM  14      -  F 1035                                   091 23 25.7
 BM1093
 BM1093|---------------------------------------------------------------------|
 BM1093| PID    Reference Object                     Distance      Geod. Az  |
 BM1093|                                                           dddmmss.s |
 BM1093| BM0724 F 1035                              403.018 METERS 0920349.8 |
 BM1093| AB6597 T04 A                               APPROX. 0.5 KM 2960153.1 |
 BM1093|---------------------------------------------------------------------|
 BM1093
 BM1093                          SUPERSEDED SURVEY CONTROL
 BM1093
 BM1093  ELLIP H (02/20/96)  207.96   (m)                       GP(       ) 1 1
 BM1093  NAD 83(1993)-  30 40 46.10039(N)    097 40 49.68757(W) AD(       ) 3
 BM1093  ELLIP H (02/16/96)  208.00   (m)                       GP(       ) 5 1
 BM1093  NAD 83(1986)-  30 40 46.10448(N)    097 40 49.68894(W) AD(       ) 3
 BM1093  NAD 27      -  30 40 45.40810(N)    097 40 48.64318(W) AD(       ) 3
 BM1093  NGVD 29 (12/08/88)  233.9    (m)          767.     (f) GPS OBS        
 BM1093
 BM1093.Superseded values are not recommended for survey control.
 BM1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1093.See file dsdata.txt to determine how the superseded data were derived.
 BM1093
 BM1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2639594823(NAD 83)
 BM1093_MARKER: I = METAL ROD
 BM1093_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1093_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM1093_STAMPING: GEORGEPORT 1988
 BM1093_MARK LOGO: NGS   
 BM1093_PROJECTION: FLUSH
 BM1093_MAGNETIC: I = MARKER IS A STEEL ROD
 BM1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1093+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1995
 BM1093_ROD/PIPE-DEPTH: 1.8  meters
 BM1093_SLEEVE-DEPTH  : 0.76 meters
 BM1093
 BM1093  HISTORY     - Date     Condition        Report By
 BM1093  HISTORY     - 1988     MONUMENTED       NGS
 BM1093  HISTORY     - 19950313 GOOD             NGS
 BM1093  HISTORY     - 19991231 GOOD             USPSQD
 BM1093
 BM1093                          STATION DESCRIPTION
 BM1093
 BM1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BM1093'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF GEORGETOWN AT THE
 BM1093'GEORGETOWN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF GEORGETOWN, C/O
 BM1093'TRAVIS MCLAIN, P.O. BOX 409, GEORGETOWN TX.  TELEPHONE NUMBER
 BM1093'512-863-2919.
 BM1093'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 BM1093'STATE HIGHWAY 195, ABOUT 8 KM (4.95 MI) NORTH OF GEORGETOWN.  GO
 BM1093'SOUTH ON THE WEST FRONTAGE ROAD FOR 3.5 KM (2.15 MI) TO U.S. BUSINESS
 BM1093'ROUTE 81 ON THE LEFT.  TURN RIGHT AND GO WEST ON AIRPORT ROAD FOR 0.6
 BM1093'KM (0.35 MI) TO A CROSSROAD AND A FOUR WAY STOP.  TURN RIGHT AND GO
 BM1093'NORTH FOR 0.8 KM (0.50 MI) TO TERMINAL ROAD ON THE LEFT.  TURN LEFT
 BM1093'ON TERMINAL ROAD FOR 0.2 KM (0.10 MI) TO HANGER ROAD ON THE RIGHT.
 BM1093'TURN RIGHT FOR 0.2 KM (0.10 MI) TO A ROAD ON THE LEFT, LEADING
 BM1093'BETWEEN TWO T HANGERS.  TURN LEFT, PASSING BETWEEN THE HANGERS, FOR
 BM1093'0.2 KM (0.10 MI) TO A TAXIWAY.  TURN LEFT ON THE TAXIWAY FOR 0.2 KM
 BM1093'(0.10 MI) TO A TAXIWAY ON THE RIGHT.  TURN RIGHT ON THE TAXIWAY FOR
 BM1093'0.3 KM (0.20 MI) TO THE STATION, IN THE FORK OF THE TAXIWAYS.
 BM1093'THE STATION IS SET 19.0 M (62.3 FT) NORTHEAST OF THE CENTER OF THE
 BM1093'TAXIWAY, LEADING SOUTHWEST, 18.0 M (59.1 FT) SOUTHWEST OF THE
 BM1093'TAXIWAY, LEADING WEST-NORTHWEST AND 7.0 M (23.0 FT) WEST OF THE EDGE
 BM1093'OF THE PAVEMENT, AT THE FORK OF THE TAXIWAYS.
 BM1093'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BM1093'DESCRIBED BY B.L.L.
 BM1093
 BM1093                          STATION RECOVERY (1995)
 BM1093
 BM1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1093'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTH OF GEORGETOWN AT THE
 BM1093'GEORGETOWN MUNICIPAL AIRPORT, IN THE WEST QUADRANT OF THE JUNCTION OF
 BM1093'THE PARALLEL TAXI FOR RUNWAY 11-29 AND A CONNECTOR TAXI ON THE
 BM1093'NORTHWEST SIDE OF THE WINDSOCK, AND JUST WEST OF MIDFIELD.
 BM1093'OWNERSHIP--CITY OF GEORGETOWN.  AIRPORT MANAGER IS TRAVIS MCLAIN, P.O.
 BM1093'BOX 409, GEORGETOWN, TX 78627-0409.  PHONE 512-930-3666.  STOP AT THE
 BM1093'TERMINAL FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE
 BM1093'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 35 AND LAKEWAY DRIVE
 BM1093'(COUNTY ROAD 190A) EXIT 264, ABOUT 4 KM (2.50 MI) NORTH OF GEORGETOWN,
 BM1093'GO WEST AND SOUTHWEST ON LAKEWAY DRIVE FOR 0.63 KM (0.40 MI) TO A
 BM1093'PAVED CROSSROAD (AIRPORT ROAD) .  TURN RIGHT, NORTHWEST, ON AIRPORT
 BM1093'ROAD FOR 0.69 KM (0.40 MI) TO TERMINAL ROAD ON THE LEFT.  TURN LEFT,
 BM1093'SOUTHWEST, ON TERMINAL ROAD FOR 0.40 KM (0.25 MI) TO THE TERMINAL.
 BM1093'TURN LEFT, SOUTH, ACROSS PARKING LOT FOR 50 M (164.0 FT) TO A GATE AT
 BM1093'THE APRON.  PASS THROUGH THE GATE, TURN RIGHT, WEST-NORTHWEST, ACROSS
 BM1093'APRON FOR 0.10 KM (0.05 MI) TO A TAXI LEADING TO THE WINDSOCK.  BEAR
 BM1093'LEFT, WEST, ON TAXI FOR 0.09 KM (0.05 MI) TO RUNWAY 18-36.  CONTINUE
 BM1093'WEST, CROSSING RUNWAY AND ALONG A TAXI FOR 0.22 KM (0.15 MI) TO THE
 BM1093'Y-JUNCTION OF TWO TAXIS AND THE STATION.  THE STATION IS A PUNCH HOLE
 BM1093'TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE
 BM1093'90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 BM1093'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 19.0 M (62.3 FT) NORTHEAST
 BM1093'OF THE CENTER OF THE TAXI LEADING SOUTHWEST, 18.6 M (61.0 FT)
 BM1093'SOUTHWEST OF THE TAXI LEADING WEST-NORTHWEST, 7.0 M (23.0 FT) WEST OF
 BM1093'THE EDGE OF THE PAVEMENT AT THE FORK OF THE TAXIS, AND 0.25 M (0.82
 BM1093'FT) EAST OF A WITNESS POST. DESCRIBED BY D.G.  AUG
 BM1093
 BM1093                          STATION RECOVERY (1999)
 BM1093
 BM1093'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0726 ***********************************************************************
 BM0726  DESIGNATION -  GEORGETOWN
 BM0726  PID         -  BM0726
 BM0726  STATE/COUNTY-  TX/WILLIAMSON
 BM0726  USGS QUAD   -  GEORGETOWN (1982)
 BM0726
 BM0726                         *CURRENT SURVEY CONTROL
 BM0726  ___________________________________________________________________
 BM0726* NAD 83(1986)-  30 38 10.     (N)    097 40 47.     (W)     SCALED    
 BM0726* NAVD 88     -       230.336  (meters)     755.69   (feet)  ADJUSTED  
 BM0726  ___________________________________________________________________
 BM0726  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0726  DYNAMIC HT  -         230.026 (meters)     754.68  (feet)  COMP
 BM0726  MODELED GRAV-     979,289.8   (mgal)                       NAVD 88
 BM0726
 BM0726  VERT ORDER  -  FIRST     CLASS II
 BM0726
 BM0726.The horizontal coordinates were scaled from a topographic map and have
 BM0726.an estimated accuracy of +/- 6 seconds.
 BM0726
 BM0726.The orthometric height was determined by differential leveling
 BM0726.and adjusted by the National Geodetic Survey in June 1991..
 BM0726
 BM0726.The geoid height was determined by GEOID03.
 BM0726
 BM0726.The dynamic height is computed by dividing the NAVD 88
 BM0726.geopotential number by the normal gravity value computed on the
 BM0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0726.degrees latitude (g = 980.6199 gals.).
 BM0726
 BM0726.The modeled gravity was interpolated from observed gravity values.
 BM0726
 BM0726;                    North         East    Units  Estimated Accuracy
 BM0726;SPC TX C     - 3,110,500.      954,340.      MT  (+/- 180 meters Scaled)
 BM0726
 BM0726                          SUPERSEDED SURVEY CONTROL
 BM0726
 BM0726  NGVD 29 (??/??/92)  230.249  (m)          755.41   (f) ADJ UNCH    1 2
 BM0726
 BM0726.Superseded values are not recommended for survey control.
 BM0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0726.See file dsdata.txt to determine how the superseded data were derived.
 BM0726
 BM0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU265900(NAD 83)
 BM0726_MARKER: DB = BENCH MARK DISK
 BM0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0726_SP_SET: CONCRETE BASE
 BM0726_STAMPING: GEORGETOWN 1934
 BM0726_MARK LOGO: CGS   
 BM0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0726+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0726
 BM0726  HISTORY     - Date     Condition        Report By
 BM0726  HISTORY     - 1934     MONUMENTED       CGS
 BM0726  HISTORY     - 1954     GOOD             NGS
 BM0726  HISTORY     - 1980     GOOD             NGS
 BM0726  HISTORY     - 1990     GOOD             USPSQD
 BM0726  HISTORY     - 19990323 GOOD             USPSQD
 BM0726  HISTORY     - 20050724 GOOD             USPSQD
 BM0726
 BM0726                          STATION DESCRIPTION
 BM0726
 BM0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0726'IN GEORGETOWN.
 BM0726'AT GEORGETOWN, WILLIAMSON COUNTY, IN THE CONCRETE BASE AT THE
 BM0726'SOUTHWEST CORNER OF THE POST OFFICE, 5 FEET EAST OF THE CORNER, AND
 BM0726'ABOUT 2.5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED GEORGETOWN
 BM0726'1934, AND SET VERTICALLY.
 BM0726
 BM0726                          STATION RECOVERY (1980)
 BM0726
 BM0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0726'RECOVERED IN GOOD CONDITION.
 BM0726
 BM0726                          STATION RECOVERY (1990)
 BM0726
 BM0726'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0726'RECOVERED IN GOOD CONDITION.
 BM0726
 BM0726                          STATION RECOVERY (1999)
 BM0726
 BM0726'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0726'RECOVERED IN GOOD CONDITION.
 BM0726
 BM0726                          STATION RECOVERY (2005)
 BM0726
 BM0726'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1731 ***********************************************************************
 AB1731  DESIGNATION -  GERI
 AB1731  PID         -  AB1731
 AB1731  STATE/COUNTY-  TX/CAMERON
 AB1731  USGS QUAD   -  PORT ISABEL (1983)
 AB1731
 AB1731                         *CURRENT SURVEY CONTROL
 AB1731  ___________________________________________________________________
 AB1731* NAD 83(1993)-  26 04 16.86741(N)    097 11 21.72231(W)     ADJUSTED  
 AB1731* NAVD 88     -         2.02   (+/-2cm)       6.6    (feet)  VERTCON   
 AB1731  ___________________________________________________________________
 AB1731  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AB1731  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 AB1731
 AB1731  HORZ ORDER  -  SECOND
 AB1731  VERT ORDER  -  THIRD (See Below)
 AB1731
 AB1731.The horizontal coordinates were established by classical geodetic methods
 AB1731.and adjusted by the National Geodetic Survey in February 1996..
 AB1731
 AB1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1731.The vertical order pertains to the NGVD 29 superseded value.
 AB1731
 AB1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1731
 AB1731.The geoid height was determined by GEOID03.
 AB1731
 AB1731;                    North         East     Units Scale Factor Converg.
 AB1731;SPC TX S     - 5,045,518.491   431,139.150   MT  1.00002537   +0 35 42.1
 AB1731;SPC TX S     -16,553,505.25  1,414,495.69   sFT  1.00002537   +0 35 42.1
 AB1731;UTM  14      - 2,884,843.642   681,112.922   MT  1.00000502   +0 47 45.5
 AB1731
 AB1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1731!SPC TX S     -   1.00000304  x   1.00002537  =   1.00002841
 AB1731!UTM  14      -   1.00000304  x   1.00000502  =   1.00000806
 AB1731
 AB1731                          SUPERSEDED SURVEY CONTROL
 AB1731
 AB1731  NAD 83(1986)-  26 04 16.88026(N)    097 11 21.68955(W) AD(       ) 2
 AB1731  NGVD 29 (06/28/90)    2.13   (m)            7.0    (f) LEVELING    3  
 AB1731
 AB1731.Superseded values are not recommended for survey control.
 AB1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1731.See file dsdata.txt to determine how the superseded data were derived.
 AB1731
 AB1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8111384844(NAD 83)
 AB1731_MARKER: DS = TRIANGULATION STATION DISK
 AB1731_SETTING: 0 = UNSPECIFIED SETTING
 AB1731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1731
 AB1731  HISTORY     - Date     Condition        Report By
 AB1731  HISTORY     - 1985     MONUMENTED       NGS
 AB1731  HISTORY     - 19910506 GOOD             USPSQD
 AB1731
 AB1731                          STATION DESCRIPTION
 AB1731
 AB1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB1731'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 AB1731'WEST-NORTHWEST OF SOUTH PADRE ISLAND, 2.1 KM (1.3 MI)
 AB1731'NORTH-NORTHWEST OF THE NORTHWEST TIP OF CLARK ISLAND, 1.1 KM (0.7
 AB1731'MI) EAST OF THE EAST SHORE OF PORT ISABEL AND ON THE WEST END OF
 AB1731'OLD QUEEN ISABELLA CAUSEWAY.
 AB1731'OWNERSHIP--STEINMETZ AND ASSOCIATES INC, DIRECTOR OF SALES MR CLARK
 AB1731'MCEWEN, 103 SOUTH GARCIA, PORT ISABEL TX 78578, PHONE 512-943-7490.
 AB1731'
 AB1731'TO REACH THE STATION FROM THE WEST END OF THE NEW CAUSEWAY BRIDGE
 AB1731'IN PORT ISABEL, GO WEST ON STATE HIGHWAY 100 FOR 50 METERS (164 FT)
 AB1731'TO GARCIA STREET. TURN LEFT AND GO SOUTHERLY ON GARCIA STREET FOR
 AB1731'0.9 KM (0.55 MI) TO A DRAWBRIDGE. CONTINUE AHEAD ON PAVED ROAD,
 AB1731'SOUTH, THEN EASTERLY FOR 1.3 KM (0.8 MI) TO THE ROAD END AT
 AB1731'CAUSEWAY BRIDGE. THE STATION IS 22 METERS (72 FT) EAST FROM THE
 AB1731'WEST END OF BRIDGE ON SOUTH SIDE OF BRIDGE.
 AB1731'
 AB1731'THE STATION IS A STANDARD NGS DISK
 AB1731'STAMPED---GERI 1985---,
 AB1731'SET INTO A DRILL HOLE IN THE DECK OF BRIDGE AT THE SOUTHEAST SIDE.
 AB1731'LOCATED
 AB1731'22.1 METERS (72.4 FT) NORTHEAST FROM THE SOUTHWEST CORNER OF BRIDGE,
 AB1731'7.2 METERS (23.5 FT) SOUTHEAST FROM THE NORTHEAST EDGE OF CURB AND
 AB1731'0.9 METER (2.9 FT) NORTHWEST FROM THE SOUTHEAST EDGE OF CURB OF
 AB1731'BRIDGE.
 AB1731'
 AB1731'REFERENCE POINT NO. 2 IS A STANDARD NOS DISK
 AB1731'STAMPED---NO 11 1973---,
 AB1731'SET INTO A DRILL HOLE IN THE SOUTHEAST SEA WALL. LOCATED
 AB1731'20.0 METERS (65.6 FT) SOUTH FROM THE SOUTHWEST CORNER OF BRIDGE AND
 AB1731'0.2 METER (0.7 FT) NORTHWEST FROM THE SOUTHEAST EDGE OF SEA WALL.
 AB1731'MARK IS 1.0 METER BELOW THE STATION.
 AB1731'
 AB1731'REFERENCE POINT NO. 1 IS A STANDARD COUNTY DISK
 AB1731'STAMPED---1973---,
 AB1731'SET INTO A DRILL HOLE IN THE NORTHWEST CURB OF BRIDGE. LOCATED
 AB1731'8.1 METERS (26.5 FT) NORTH FROM THE SOUTHWEST CORNER OF BRIDGE AND
 AB1731'0.8 METER (2.6 FT) EAST FROM THE NORTHWEST CORNER OF BRIDGE.
 AB1731'MARK IS 0.3 METER ABOVE THE STATION.
 AB1731'
 AB1731'REFERENCE POINT NO. 3 IS A STANDARD NGS DISK
 AB1731'STAMPED---L 1142 1959---,
 AB1731'SET INTO A DRILL HOLE IN THE NORTH SEA WALL. LOCATED
 AB1731'11.6 METERS (38.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 AB1731'BRIDGE AND
 AB1731'0.4 METER (1.2 FT) SOUTH FROM THE NORTH EDGE OF THE NORTH SEA WALL.
 AB1731'MARK IS 0.6 METER BELOW THE STATION.
 AB1731'
 AB1731'HEIGHT OF LIGHT SHOWN WAS 2.3 METERS ABOVE THE MARK.
 AB1731'
 AB1731'NO AZIMUTH MARK WAS SET, STATION WILL BRAZOS 1939 WILL SERVE AS THE
 AB1731'AZIMUTH.
 AB1731'
 AB1731'A TAPED TRAVERSE WAS MADE TO L 1142.
 AB1731'
 AB1731'DESCRIBED BY J. N. LEONHARDT.
 AB1731
 AB1731                          STATION RECOVERY (1991)
 AB1731
 AB1731'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1358 ***********************************************************************
 BZ1358  DESIGNATION -  GERMAN BAPTIST CHURCH
 BZ1358  PID         -  BZ1358
 BZ1358  STATE/COUNTY-  TX/CORYELL
 BZ1358  USGS QUAD   -  PURMELA (1995)
 BZ1358
 BZ1358                         *CURRENT SURVEY CONTROL
 BZ1358  ___________________________________________________________________
 BZ1358* NAD 83(1993)-  31 25 01.83583(N)    097 52 31.21428(W)     ADJUSTED  
 BZ1358* NAVD 88     -                                                        
 BZ1358  ___________________________________________________________________
 BZ1358  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 BZ1358  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BZ1358
 BZ1358  HORZ ORDER  -  THIRD
 BZ1358
 BZ1358.The horizontal coordinates were established by classical geodetic methods
 BZ1358.and adjusted by the National Geodetic Survey in February 1996..
 BZ1358
 BZ1358
 BZ1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1358
 BZ1358.The geoid height was determined by GEOID03.
 BZ1358
 BZ1358;                    North         East     Units Scale Factor Converg.
 BZ1358;SPC TX C     - 3,196,636.993   933,680.408   MT  0.99990798   +1 15 57.6
 BZ1358;SPC TX C     -10,487,633.20  3,063,249.81   sFT  0.99990798   +1 15 57.6
 BZ1358;UTM  14      - 3,476,384.022   606,900.024   MT  0.99974095   +0 35 10.7
 BZ1358
 BZ1358                          SUPERSEDED SURVEY CONTROL
 BZ1358
 BZ1358  NAD 83(1986)-  31 25 01.84471(N)    097 52 31.19752(W) AD(       ) 4
 BZ1358  NAD 27      -  31 25 01.26000(N)    097 52 30.10000(W) AD(       ) 3
 BZ1358
 BZ1358.Superseded values are not recommended for survey control.
 BZ1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1358.See file dsdata.txt to determine how the superseded data were derived.
 BZ1358
 BZ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV0690076384(NAD 83)
 BZ1358
 BZ1358  HISTORY     - Date     Condition        Report By
 BZ1358  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1358  HISTORY     - 1957     GOOD             AMS
 BZ1358  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1358
 BZ1358                          STATION DESCRIPTION
 BZ1358
 BZ1358'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1358'STATION WAS RECOVERED IN GOOD CONDITION.
 BZ1358
 BZ1358                          STATION RECOVERY (2001)
 BZ1358
 BZ1358'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1685 ***********************************************************************
 FL1685  DESIGNATION -  GEWITT
 FL1685  PID         -  FL1685
 FL1685  STATE/COUNTY-  TX/HUTCHINSON
 FL1685  USGS QUAD   -  STINNETT (1978)
 FL1685
 FL1685                         *CURRENT SURVEY CONTROL
 FL1685  ___________________________________________________________________
 FL1685* NAD 83(1993)-  35 45 19.19918(N)    101 27 11.27382(W)     ADJUSTED  
 FL1685* NAVD 88     -       949.     (meters)    3114.     (feet)  SCALED    
 FL1685  ___________________________________________________________________
 FL1685  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 FL1685  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FL1685
 FL1685  HORZ ORDER  -  SECOND
 FL1685
 FL1685.The horizontal coordinates were established by classical geodetic methods
 FL1685.and adjusted by the National Geodetic Survey in February 1996..
 FL1685
 FL1685.The orthometric height was scaled from a topographic map.
 FL1685
 FL1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1685
 FL1685.The geoid height was determined by GEOID03.
 FL1685
 FL1685;                    North         East     Units Scale Factor Converg.
 FL1685;SPC TX N     - 1,194,733.566   204,238.536   MT  0.99992816   +0 01 37.8
 FL1685;SPC TX N     - 3,919,721.71    670,072.60   sFT  0.99992816   +0 01 37.8
 FL1685;UTM  14      - 3,959,587.330   278,202.491   MT  1.00020624   -1 26 02.4
 FL1685
 FL1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1685!SPC TX N     -   0.99985524  x   0.99992816  =   0.99978341
 FL1685!UTM  14      -   0.99985524  x   1.00020624  =   1.00006145
 FL1685
 FL1685:                Primary Azimuth Mark                     Grid Az
 FL1685:SPC TX N     -  GEWITT AZ MK                             128 14 37.3
 FL1685:UTM  14      -  GEWITT AZ MK                             129 42 17.5
 FL1685
 FL1685|---------------------------------------------------------------------|
 FL1685| PID    Reference Object                     Distance      Geod. Az  |
 FL1685|                                                           dddmmss.s |
 FL1685| CJ6464 GEWITT AZ MK                                       1281615.1 |
 FL1685| CJ6465 GEWITT RM 1                           8.653 METERS 13114     |
 FL1685| CJ6466 GEWITT RM 2                           9.443 METERS 23717     |
 FL1685|---------------------------------------------------------------------|
 FL1685
 FL1685                          SUPERSEDED SURVEY CONTROL
 FL1685
 FL1685  NAD 83(1993)-  35 45 19.19984(N)    101 27 11.27160(W) AD(       ) 2
 FL1685  NAD 83(1986)-  35 45 19.20721(N)    101 27 11.26323(W) AD(       ) 2
 FL1685  NAD 27      -  35 45 19.06000(N)    101 27 09.66200(W) AD(       ) 2
 FL1685
 FL1685.Superseded values are not recommended for survey control.
 FL1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1685.See file dsdata.txt to determine how the superseded data were derived.
 FL1685
 FL1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7820259587(NAD 83)
 FL1685_MARKER: DS = TRIANGULATION STATION DISK
 FL1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1685
 FL1685  HISTORY     - Date     Condition        Report By
 FL1685  HISTORY     - 1951     MONUMENTED       CGS
 FL1685
 FL1685                          STATION DESCRIPTION
 FL1685
 FL1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1685'THE STATION IS LOCATED ON A PROMINENT, ROUND-TOPPED HILL,
 FL1685'ABOUT 6 MILES AIRLINE NORTH-NORTHWEST OF BORGER, 5 MILES SOUTH
 FL1685'OF STINNETT, 2 MILES WEST OF STATE HIGHWAY 117 AND 2 MILES
 FL1685'NORTH OF THE CANADIAN RIVER.
 FL1685'
 FL1685'THE STATION MARK IS A STANDARD DISK STAMPED GEWITT 1951, SET
 FL1685'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1685'1 INCH ABOVE THE GROUND.  IT IS 7 FEET SOUTHWEST OF A WHITE
 FL1685'WITNESS POST.
 FL1685'
 FL1685'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GEWITT NO 1
 FL1685'1951, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1685'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1-1/2 FEET LOWER
 FL1685'THAN THE STATION.
 FL1685'
 FL1685'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GEWITT NO
 FL1685'2 1951, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1685'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1-1/2 FEET LOWER
 FL1685'THAN THE STATION.
 FL1685'
 FL1685'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GEWITT 1951, SET
 FL1685'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1685'2 INCHES ABOVE THE GROUND.  IT IS LOCATED NEAR THE EAST END OF A
 FL1685'RIDGE, 17 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 175
 FL1685'YARDS WEST OF TWO OIL TANKS AND 50 FEET NORTHWEST OF THE HIGHEST
 FL1685'POINT OF THE RIDGE.
 FL1685'
 FL1685'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.1
 FL1685'MILE TO A DIM TRACK ROAD.  GO LEFT, SOUTHERLY, FOR 0.4 MILE TO A
 FL1685'T-ROAD.  GO LEFT FOR 0.4 MILE TO A CATTLE GUARD.  CONTINUE
 FL1685'EASTERLY FOR 0.4 MILE TO A REVERSE Y.  CONTINUE EASTERLY ON THE
 FL1685'MAIN TRAVELLED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 FL1685'RIGHT.
 FL1685'
 FL1685'TO REACH THE STATION FROM THE POST OFFICE IN BORGER, GO NORTH
 FL1685'ON STATE HIGHWAY 117 FOR 4.9 MILES TO THE NORTH END OF THE CANADIAN
 FL1685'RIVER BRIDGE.  CONTINUE NORTH FOR 0.3 MILE TO THE JUNCTION OF
 FL1685'THE OLD AND NEW HIGHWAYS 117.  GO NORTH-NORTHWEST ON THE OLD
 FL1685'HIGHWAY FOR 1.0 MILE TO A CATTLE GUARD ON THE LEFT.  CROSS
 FL1685'THE CATTLE GUARD AND GO 0.6 MILE TO THREE FORKS.  TAKE THE LEFT
 FL1685'FORK AND GO 0.3 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.2
 FL1685'MILE, CROSSING A CREEK BED, TO A FORK JUST SOUTH OF AN OIL
 FL1685'WELL AND A TELEPHONE POLE.  TAKE THE LEFT FORK, UPHILL, FOR
 FL1685'0.4 MILE TO TWO OIL TANKS.  TURN RIGHT AND FOLLOW THE MAIN
 FL1685'TRAVELLED ROAD ALONG THE TOP OF THE RIDGE FOR 0.3 MILE TO
 FL1685'A FORK.  TAKE THE RIGHT FORK FOR 0.4 MILE TO A CATTLE GUARD.
 FL1685'CONTINUE ON THE MAIN TRAVELLED ROAD FOR 0.45 MILE TO A DIM
 FL1685'TRACK ROAD TO THE RIGHT, JUST AFTER CROSSING A WASH.  GO
 FL1685'RIGHT, NORTHERLY, ON THE TRACK ROAD FOR 0.4 MILE, THEN GO
 FL1685'RIGHT, EAST FOR 0.1 MILE TO THE HIGHEST POINT OF THE HILL AND
 FL1685'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0355 ***********************************************************************
 BP0355  DESIGNATION -  GG 25 USGS
 BP0355  PID         -  BP0355
 BP0355  STATE/COUNTY-  TX/BREWSTER
 BP0355  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0355
 BP0355                         *CURRENT SURVEY CONTROL
 BP0355  ___________________________________________________________________
 BP0355* NAD 83(1986)-  30 21 05.     (N)    103 43 11.     (W)     SCALED    
 BP0355* NAVD 88     -      1423.684  (meters)    4670.87   (feet)  POSTED    
 BP0355  ___________________________________________________________________
 BP0355  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 BP0355  DYNAMIC HT  -        1421.360 (meters)    4663.25  (feet)  COMP
 BP0355  MODELED GRAV-     978,959.3   (mgal)                       NAVD 88
 BP0355
 BP0355  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0355
 BP0355.The horizontal coordinates were scaled from a topographic map and have
 BP0355.an estimated accuracy of +/- 6 seconds.
 BP0355
 BP0355.The orthometric height was determined by differential leveling
 BP0355.and adjusted by the National Geodetic Survey in 1992..
 BP0355.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0355.rate of 1.1 thru 2.0 mm/km.
 BP0355
 BP0355.The geoid height was determined by GEOID03.
 BP0355
 BP0355.The dynamic height is computed by dividing the NAVD 88
 BP0355.geopotential number by the normal gravity value computed on the
 BP0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0355.degrees latitude (g = 980.6199 gals.).
 BP0355
 BP0355.The modeled gravity was interpolated from observed gravity values.
 BP0355
 BP0355;                    North         East    Units  Estimated Accuracy
 BP0355;SPC TXSC     - 4,288,240.      146,340.      MT  (+/- 180 meters Scaled)
 BP0355
 BP0355                          SUPERSEDED SURVEY CONTROL
 BP0355
 BP0355  NGVD 29 (??/??/92) 1423.20   (m)         4669.3    (f) COMPUTED    1 2
 BP0355
 BP0355.Superseded values are not recommended for survey control.
 BP0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0355.See file dsdata.txt to determine how the superseded data were derived.
 BP0355
 BP0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP230584(NAD 83)
 BP0355_MARKER: P = PIPE CAP
 BP0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BP0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BP0355_STAMPING: 4665 MARFA ELEV. 4669.357 FT.
 BP0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0355
 BP0355  HISTORY     - Date     Condition        Report By
 BP0355  HISTORY     - UNK      MONUMENTED       USGS
 BP0355  HISTORY     - 1957     GOOD             NGS
 BP0355  HISTORY     - 1977     GOOD             NGS
 BP0355
 BP0355                          STATION DESCRIPTION
 BP0355
 BP0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0355'3.7 MI SW FROM ALPINE.
 BP0355'ABOUT 3.7 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0355'FROM THE STATION AT ALPINE, 105 FEET NORTHWEST OF AND ACROSS THE TRACK
 BP0355'FROM THE 5TH POLE NORTHEAST OF MILEPOST 611, 49 FEET NORTHWEST OF THE
 BP0355'NORTHWEST RAIL, 4 FEET NORTHWEST OF THE NORTHWEST RIGHT OF WAY FENCE,
 BP0355'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 BP0355'LEVEL OF THE TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 1
 BP0355'FOOT.
 BP0355
 BP0355                          STATION RECOVERY (1977)
 BP0355
 BP0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6508 ***********************************************************************
 AC6508  SACS        -  This is a Secondary Airport Control Station.
 AC6508  DESIGNATION -  GGG AP STA A2
 AC6508  PID         -  AC6508
 AC6508  STATE/COUNTY-  TX/GREGG
 AC6508  USGS QUAD   -  LAKEPORT (1983)
 AC6508
 AC6508                         *CURRENT SURVEY CONTROL
 AC6508  ___________________________________________________________________
 AC6508* NAD 83(1993)-  32 23 34.77028(N)    094 43 10.63284(W)     ADJUSTED  
 AC6508* NAVD 88     -       108.34   (meters)     355.4    (feet)  GPS OBS   
 AC6508  ___________________________________________________________________
 AC6508  X           -    -443,562.741 (meters)                     COMP
 AC6508  Y           -  -5,372,628.437 (meters)                     COMP
 AC6508  Z           -   3,397,352.914 (meters)                     COMP
 AC6508  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AC6508  ELLIP HEIGHT-          81.98  (meters)          (09/06/01) GPS OBS
 AC6508  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AC6508
 AC6508  HORZ ORDER  -  THIRD
 AC6508  ELLP ORDER  -  FOURTH    CLASS I
 AC6508
 AC6508.This mark is at Gregg Co (GGG) Airport (GGG)
 AC6508
 AC6508.The horizontal coordinates were established by GPS observations
 AC6508.and adjusted by the National Geodetic Survey in March 1998..
 AC6508
 AC6508.The orthometric height was determined by GPS observations and a
 AC6508.high-resolution geoid model.
 AC6508
 AC6508.GPS derived orthometric heights for airport stations designated as
 AC6508.PACS or SACS are published to 2 decimal places.  This maintains
 AC6508.centimeter relative accuracy between the PACS and SACS.  It does
 AC6508.not indicate centimeter accuracy relative to other marks which are
 AC6508.part of the NAVD 88 network.
 AC6508
 AC6508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6508
 AC6508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6508
 AC6508.The ellipsoidal height was determined by GPS observations
 AC6508.and is referenced to NAD 83.
 AC6508
 AC6508.The geoid height was determined by GEOID03.
 AC6508
 AC6508;                    North         East     Units Scale Factor Converg.
 AC6508;SPC TXNC     - 2,086,941.881   955,589.178   MT  0.99993821   +2 03 42.5
 AC6508;SPC TXNC     - 6,846,908.49  3,135,128.83   sFT  0.99993821   +2 03 42.5
 AC6508;UTM  15      - 3,585,297.749   338,258.873   MT  0.99992260   -0 55 17.2
 AC6508
 AC6508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6508!SPC TXNC     -   0.99998713  x   0.99993821  =   0.99992534
 AC6508!UTM  15      -   0.99998713  x   0.99992260  =   0.99990973
 AC6508
 AC6508                          SUPERSEDED SURVEY CONTROL
 AC6508
 AC6508  ELLIP H (03/06/98)   82.03   (m)                       GP(       ) 4 1
 AC6508
 AC6508.Superseded values are not recommended for survey control.
 AC6508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6508.See file dsdata.txt to determine how the superseded data were derived.
 AC6508
 AC6508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3825985298(NAD 83)
 AC6508_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6508_STAMPING: AP 1970 GGG STA A2
 AC6508_MARK LOGO: CGS   
 AC6508_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6508+STABILITY: SURFACE MOTION
 AC6508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6508+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 AC6508
 AC6508  HISTORY     - Date     Condition        Report By
 AC6508  HISTORY     - 1970     MONUMENTED       CGS
 AC6508  HISTORY     - 19920615 GOOD             NGS
 AC6508  HISTORY     - 19970307 GOOD             NGS
 AC6508
 AC6508                          STATION DESCRIPTION
 AC6508
 AC6508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC6508'THE STATION IS LOCATED NE OF RUNWAY 13.  IT IS IN LINE WITH THE CENTER
 AC6508'OF THE THRESHOLD BAR.  A 2 IS LOCATED 103.80 FT (31.64 M) FROM THE END
 AC6508'OF THE THRESHOLD BAR, 94.14 FT (28.69 M) FROM STATION A, 142.90 FT
 AC6508'(43.56 M) FROM THE NE MOST THRESHOLD LIGHT, AND 286.48 FT (87.32 M)
 AC6508'FROM THE FIRST RUNWAY LIGHT.  THE MARK IS A STANDARD DISK SET IN
 AC6508'CONCRETE FLUSH WITH THE GROUND AND IS STAMPED AP 1970 GGG STA A2.
 AC6508
 AC6508                          STATION RECOVERY (1997)
 AC6508
 AC6508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 07 MAR 1997 (WCW) .  THE
 AC6508'STATION WAS RECOVERED AT THIS TIME.  THE STATION WAS SET BY CGS, PARTY
 AC6508'CHIEF JR HUDSON, IN 1970.  THE STATION IS LOCATED ABOUT 7 KM (4.35 MI)
 AC6508'SOUTH OF LONGVIEW AT THE GREGG COUNTY AIRPORT, AND IS NORTHEAST OF
 AC6508'APPROACH 13.  OWNERSHIP--GREGG COUNTY AIRPORT, HIGHWAY 322, LONGVIEW
 AC6508'TX 75603.  AIRPORT MANAGER IS BUCKY WALTERS, PHONE 903-643-3031.
 AC6508'TOWER CHIEF IS STEVE BURKES, PHONE 903-643-2267. CONTACT ONE DAY IN
 AC6508'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE
 AC6508'JUNCTION OF INTERSTATE 20 (EXIT 595) AND STATE HIGHWAY 322 (ESTES
 AC6508'PARKWAY) ON THE SOUTH SIDE OF LONGVIEW, GO SOUTH THEN SOUTHEAST ON
 AC6508'STATE HIGHWAY 322 FOR 3.44 KM (2.15 MI) TO A FOUR LANE ASPHALT ROAD
 AC6508'RIGHT JUST AFTER CROSSING THE SABINE RIVER.  TURN RIGHT AND GO
 AC6508'SOUTHWEST THEN SOUTH ON STATE ROUTE 322 (GARDINER MITCHELL PARKWAY)
 AC6508'FOR 3.51 KM (2.20 MI) TO THE AIRPORT ENTRANCE ROAD ON LEFT. TURN LEFT
 AC6508'AND GO 0.3 KM (0.20 MI) TO THE PASSENGER TERMINAL.  THE STATION IS A
 AC6508'STANDARD TOPOGRAPHIC STATION DISK SET IN A SQUARED CONCRETE POST SET
 AC6508'FLUSH WITH THE GROUND.  THE STATION IS 87.3 M (286.4 FT) NORTHWEST
 AC6508'FROM THE FIRST RUNWAY LIGHT ON THE NORTHEAST SIDE OF RUNWAY 13, 68.6 M
 AC6508'(225.1 FT) NORTHEAST FROM RUNWAY 13 CENTER, 31.7 M (104.0 FT)
 AC6508'NORTHEAST FROM THE NORTHEAST CORNER OF A CONCRETE LIGHT BAR, 28.7 M
 AC6508'(94.2 FT) NORTHEAST FROM STATION GGG AP STA A (STATION MUTILATED-DISK
 AC6508'GONE) , AND IS IN LINE WITH THE SOUTHEAST EDGE OF THE LIGHT BAR AND
 AC6508'RUNWAY THRESHOLD.  THIS STATION IS IN THE SAFETY AREA OF RUNWAY 13-31.
 AC6508'DESCRIBED BY WC WAICKMAN 07 MAR 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6509 ***********************************************************************
 AC6509  SACS        -  This is a Secondary Airport Control Station.
 AC6509  DESIGNATION -  GGG AP STA B2
 AC6509  PID         -  AC6509
 AC6509  STATE/COUNTY-  TX/GREGG
 AC6509  USGS QUAD   -  ELDERVILLE (1983)
 AC6509
 AC6509                         *CURRENT SURVEY CONTROL
 AC6509  ___________________________________________________________________
 AC6509* NAD 83(1993)-  32 22 26.26457(N)    094 41 46.39873(W)     ADJUSTED  
 AC6509* NAVD 88     -       106.46   (meters)     349.3    (feet)  GPS OBS   
 AC6509  ___________________________________________________________________
 AC6509  X           -    -441,461.043 (meters)                     COMP
 AC6509  Y           -  -5,373,933.974 (meters)                     COMP
 AC6509  Z           -   3,395,569.829 (meters)                     COMP
 AC6509  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AC6509  ELLIP HEIGHT-          80.10  (meters)          (09/06/01) GPS OBS
 AC6509  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AC6509
 AC6509  HORZ ORDER  -  THIRD
 AC6509  ELLP ORDER  -  FOURTH    CLASS I
 AC6509
 AC6509.This mark is at Gregg Co (GGG) Airport (GGG)
 AC6509
 AC6509.The horizontal coordinates were established by GPS observations
 AC6509.and adjusted by the National Geodetic Survey in March 1998..
 AC6509
 AC6509.The orthometric height was determined by GPS observations and a
 AC6509.high-resolution geoid model.
 AC6509
 AC6509.GPS derived orthometric heights for airport stations designated as
 AC6509.PACS or SACS are published to 2 decimal places.  This maintains
 AC6509.centimeter relative accuracy between the PACS and SACS.  It does
 AC6509.not indicate centimeter accuracy relative to other marks which are
 AC6509.part of the NAVD 88 network.
 AC6509
 AC6509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6509
 AC6509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6509
 AC6509.The ellipsoidal height was determined by GPS observations
 AC6509.and is referenced to NAD 83.
 AC6509
 AC6509.The geoid height was determined by GEOID03.
 AC6509
 AC6509;                    North         East     Units Scale Factor Converg.
 AC6509;SPC TXNC     - 2,084,912.602   957,865.496   MT  0.99994205   +2 04 28.4
 AC6509;SPC TXNC     - 6,840,250.76  3,142,597.05   sFT  0.99994205   +2 04 28.4
 AC6509;UTM  15      - 3,583,152.802   340,426.453   MT  0.99991401   -0 54 30.3
 AC6509
 AC6509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6509!SPC TXNC     -   0.99998742  x   0.99994205  =   0.99992947
 AC6509!UTM  15      -   0.99998742  x   0.99991401  =   0.99990143
 AC6509
 AC6509                          SUPERSEDED SURVEY CONTROL
 AC6509
 AC6509  ELLIP H (03/06/98)   80.15   (m)                       GP(       ) 4 1
 AC6509
 AC6509.Superseded values are not recommended for survey control.
 AC6509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6509.See file dsdata.txt to determine how the superseded data were derived.
 AC6509
 AC6509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR4042683153(NAD 83)
 AC6509_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6509_STAMPING: AP 1970 GGG STA B2
 AC6509_MARK LOGO: CGS   
 AC6509_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6509+STABILITY: SURFACE MOTION
 AC6509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6509+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 AC6509
 AC6509  HISTORY     - Date     Condition        Report By
 AC6509  HISTORY     - 1970     MONUMENTED       CGS
 AC6509  HISTORY     - 19920615 GOOD             NGS
 AC6509  HISTORY     - 19970307 GOOD             NGS
 AC6509
 AC6509                          STATION DESCRIPTION
 AC6509
 AC6509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC6509'THE STATION IS NE OF RUNWAY END 31.  IT IS 141.0 FT (43.0 M) FROM THE
 AC6509'EASTERLY MOST THRESHOLD LIGHT, 216.1 FT (65.9 M) SE OF THE FIRST
 AC6509'RUNWAY LIGHT, AND 89.5 FT (27.3 M) WEST OF THE NORTHWESTERN EDGE OF A
 AC6509'CULVERT.  THE MARK IS A STANDARD DISK SET IN A CONCRETE POST FLUSH
 AC6509'WITH THE GROUND AND IS STAMPED AP 1970 GGG STA B2.
 AC6509
 AC6509                          STATION RECOVERY (1997)
 AC6509
 AC6509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 07 MAR 1997 (WCW) .  THE
 AC6509'STATION WAS RECOVERED AT THIS TIME.  THE STATION WAS SET BY CGS, PARTY
 AC6509'CHIEF JR HUDSON, IN 1970.  THE STATION IS LOCATED ABOUT 7 KM (4.35 MI)
 AC6509'SOUTH OF LONGVIEW AT THE GREGG COUNTY AIRPORT, AND IS NORTHEAST OF
 AC6509'APPROACH 31.  OWNERSHIP--GREGG COUNTY AIRPORT, HIGHWAY 322, LONGVIEW
 AC6509'TX 75603.  AIRPORT MANAGER IS BUCKY WALTERS, PHONE 903-643-3031.
 AC6509'TOWER CHIEF IS STEVE BURKES, PHONE 903-643-2267. CONTACT ONE DAY IN
 AC6509'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE
 AC6509'JUNCTION OF INTERSTATE 20 (EXIT 595) AND STATE HIGHWAY 322 (ESTES
 AC6509'PARKWAY) ON THE SOUTH SIDE OF LONGVIEW, GO SOUTH THEN SOUTHEAST ON
 AC6509'STATE HIGHWAY 322 FOR 3.44 KM (2.15 MI) TO A FOUR LANE ASPHALT ROAD
 AC6509'RIGHT JUST AFTER CROSSING THE SABINE RIVER.  TURN RIGHT AND GO
 AC6509'SOUTHWEST THEN SOUTH ON STATE ROUTE 322 (GARDINER MITCHELL PARKWAY)
 AC6509'FOR 3.51 KM (2.20 MI) TO THE AIRPORT ENTRANCE ROAD ON LEFT. TURN LEFT
 AC6509'AND GO 0.3 KM (0.20 MI) TO THE PASSENGER TERMINAL.  THE STATION IS A
 AC6509'STANDARD TOPOGRAPHIC STATION DISK SET IN A SQUARED CONCRETE POST SET
 AC6509'FLUSH WITH THE GROUND.  THE STATION IS 65.9 M (216.2 FT) SOUTHEAST
 AC6509'FROM THE FIRST RUNWAY LIGHT ON THE NORTHEAST SIDE OF RUNWAY 31, 68.5 M
 AC6509'(224.7 FT) NORTHEAST FROM RUNWAY 31 CENTER, 45.8 M (150.3 FT)
 AC6509'NORTHEAST FROM THE EASTERLY RUNWAY PAVEMENT CORNER, 32.1 M (105.3 FT)
 AC6509'WEST FROM THE NORTHEAST END OF A 42 INCH RCP CULVERT, AND 27.3 M (89.6
 AC6509'FT) WEST FROM THE WEST CORNER AT THE NORTHERLY END OF A CONCRETE
 AC6509'HEADWALL.  THIS STATION IS IN THE SAFETY AREA OF RUNWAY 31.  DESCRIBED
 AC6509'BY WC WAICKMAN 07 MAR 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6505 ***********************************************************************
 AC6505  DESIGNATION -  GGG ARP
 AC6505  PID         -  AC6505
 AC6505  STATE/COUNTY-  TX/GREGG
 AC6505  USGS QUAD   -  LAKEPORT (1983)
 AC6505
 AC6505                         *CURRENT SURVEY CONTROL
 AC6505  ___________________________________________________________________
 AC6505* NAD 83(1993)-  32 23 12.64273(N)    094 42 52.37401(W)     ADJUSTED  
 AC6505* NAVD 88     -       106.1    (meters)     348.     (feet)  GPS OBS   
 AC6505  ___________________________________________________________________
 AC6505  X           -    -443,117.004 (meters)                     COMP
 AC6505  Y           -  -5,373,029.706 (meters)                     COMP
 AC6505  Z           -   3,396,776.148 (meters)                     COMP
 AC6505  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AC6505  ELLIP HEIGHT-          79.76  (meters)          (09/06/01) GPS OBS
 AC6505  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AC6505
 AC6505  HORZ ORDER  -  THIRD
 AC6505  ELLP ORDER  -  FOURTH    CLASS I
 AC6505
 AC6505.This mark is at Gregg Co (GGG) Airport (GGG)
 AC6505
 AC6505.The horizontal coordinates were established by GPS observations
 AC6505.and adjusted by the National Geodetic Survey in March 1998..
 AC6505
 AC6505.The orthometric height was determined by GPS observations and a
 AC6505.high-resolution geoid model.
 AC6505
 AC6505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6505
 AC6505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6505
 AC6505.The ellipsoidal height was determined by GPS observations
 AC6505.and is referenced to NAD 83.
 AC6505
 AC6505.The geoid height was determined by GEOID03.
 AC6505
 AC6505;                    North         East     Units Scale Factor Converg.
 AC6505;SPC TXNC     - 2,086,277.932   956,090.597   MT  0.99993944   +2 03 52.4
 AC6505;SPC TXNC     - 6,844,730.18  3,136,773.90   sFT  0.99993944   +2 03 52.4
 AC6505;UTM  15      - 3,584,608.615   338,725.051   MT  0.99992074   -0 55 06.8
 AC6505
 AC6505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6505!SPC TXNC     -   0.99998748  x   0.99993944  =   0.99992692
 AC6505!UTM  15      -   0.99998748  x   0.99992074  =   0.99990822
 AC6505
 AC6505                          SUPERSEDED SURVEY CONTROL
 AC6505
 AC6505  ELLIP H (03/06/98)   79.81   (m)                       GP(       ) 4 1
 AC6505
 AC6505.Superseded values are not recommended for survey control.
 AC6505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6505.See file dsdata.txt to determine how the superseded data were derived.
 AC6505
 AC6505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3872584609(NAD 83)
 AC6505_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6505_STAMPING: ARP 1964
 AC6505_MARK LOGO: CGS   
 AC6505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6505+STABILITY: SURFACE MOTION
 AC6505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6505+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 AC6505
 AC6505  HISTORY     - Date     Condition        Report By
 AC6505  HISTORY     - 1964     MONUMENTED       CGS
 AC6505  HISTORY     - 19920615 GOOD             NGS
 AC6505  HISTORY     - 19970307 GOOD             NGS
 AC6505
 AC6505                          STATION DESCRIPTION
 AC6505
 AC6505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC6505'THE STATION IS LOCATED IN THE TRIANGLE OF GRASS FORMED BY THE THREE
 AC6505'RUNWAYS.  IT IS NORTH OF THE TAXIWAY PARALLEL TO RUNWAY 13-31, 231.5
 AC6505'FT (70.6 M) SOUTHWEST OF THE EDGE OF RUNWAY 13-31, AND 92.5 FT (28.2
 AC6505'M) WEST OF A DRAIN.  THE MARK IS A STANDARD TOPO DISK SET IN A
 AC6505'CONCRETE POST FLUSH WITH THE GROUND AND IS STAMPED ARP 1964.  NOTE,
 AC6505'(USE WITH CAUTION, MARK IS LOOSE IN GROUND AFTER 14 INCHES OF RAIN,
 AC6505'MAY BE FINE AFTER GROUND DRIES OUT.)
 AC6505
 AC6505                          STATION RECOVERY (1997)
 AC6505
 AC6505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 07 MAR 1997 (WCW) .  THE
 AC6505'STATION WAS RECOVERED AT THIS TIME.  THE STATION WAS SET BY CGS, PARTY
 AC6505'CHIEF JV TEATER, IN 1964.  THE STATION IS LOCATED ABOUT 7 KM (4.35 MI)
 AC6505'SOUTH OF LONGVIEW AT THE GREGG COUNTY AIRPORT, AND IS WEST OF THE
 AC6505'JUNCTION OF RUNWAY 13-31 AND RUNWAY 04-22.  OWNERSHIP--GREGG COUNTY
 AC6505'AIRPORT, HIGHWAY 322, LONGVIEW TX 75603.  AIRPORT MANAGER IS BUCKY
 AC6505'WALTERS, PHONE 903-643-3031.  TOWER CHIEF IS STEVE BURKES, PHONE
 AC6505'903-643-2267.  CONTACT ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY
 AC6505'THIS STATION.  TO REACH FROM THE JUNCTION OF INTERSTATE 20 (EXIT 595)
 AC6505'AND STATE HIGHWAY 322 (ESTES PARKWAY) ON THE SOUTH SIDE OF LONGVIEW,
 AC6505'GO SOUTH THEN SOUTHEAST ON STATE HIGHWAY 322 FOR 3.44 KM (2.15 MI) TO
 AC6505'A FOUR LANE ASPHALT ROAD RIGHT JUST AFTER CROSSING THE SABINE RIVER.
 AC6505'TURN RIGHT AND GO SOUTHWEST THEN SOUTH ON STATE ROUTE 322 (GARDINER
 AC6505'MITCHELL PARKWAY) FOR 3.51 KM (2.20 MI) TO THE AIRPORT ENTRANCE ROAD
 AC6505'ON LEFT.  TURN LEFT AND GO 0.3 KM (0.20 MI) TO THE PASSENGER TERMINAL.
 AC6505'THE STATION IS A STANDARD TOPOGRAPHIC STATION DISK SET IN A SQUARED
 AC6505'CONCRETE POST SET FLUSH WITH THE GROUND.  THE STATION IS NORTHWEST OF
 AC6505'RUNWAY 04-22, SOUTHWEST OF RUNWAY 13-31, 28.2 M (92.5 FT) WEST FROM A
 AC6505'CATCHBASIN, AND AT THE TOP OF THE SOUTHWESTERLY BANK OVERLOOKING A
 AC6505'DITCH THAT RUNS PARALLEL TO RUNWAY 13-31.  THIS STATION IS CLEAR OF
 AC6505'ALL RUNWAYS AND TAXIWAYS.  DESCRIBED WC WAICKMAN 07 MAR 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6504 ***********************************************************************
 AC6504  DESIGNATION -  GGG ARP 2
 AC6504  PID         -  AC6504
 AC6504  STATE/COUNTY-  TX/GREGG
 AC6504  USGS QUAD   -  LAKEPORT (1983)
 AC6504
 AC6504                         *CURRENT SURVEY CONTROL
 AC6504  ___________________________________________________________________
 AC6504* NAD 83(1993)-  32 23 05.44062(N)    094 42 41.95924(W)     ADJUSTED  
 AC6504* NAVD 88     -       104.3    (meters)     342.     (feet)  GPS OBS   
 AC6504  ___________________________________________________________________
 AC6504  X           -    -442,855.342 (meters)                     COMP
 AC6504  Y           -  -5,373,168.978 (meters)                     COMP
 AC6504  Z           -   3,396,587.831 (meters)                     COMP
 AC6504  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AC6504  ELLIP HEIGHT-          77.95  (meters)          (09/06/01) GPS OBS
 AC6504  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AC6504
 AC6504  HORZ ORDER  -  THIRD
 AC6504  ELLP ORDER  -  FOURTH    CLASS I
 AC6504
 AC6504.This mark is at Gregg Co (GGG) Airport (GGG)
 AC6504
 AC6504.The horizontal coordinates were established by GPS observations
 AC6504.and adjusted by the National Geodetic Survey in March 1998..
 AC6504
 AC6504.The orthometric height was determined by GPS observations and a
 AC6504.high-resolution geoid model.
 AC6504
 AC6504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6504
 AC6504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6504
 AC6504.The ellipsoidal height was determined by GPS observations
 AC6504.and is referenced to NAD 83.
 AC6504
 AC6504.The geoid height was determined by GEOID03.
 AC6504
 AC6504;                    North         East     Units Scale Factor Converg.
 AC6504;SPC TXNC     - 2,086,066.047   956,370.616   MT  0.99993984   +2 03 58.1
 AC6504;SPC TXNC     - 6,844,035.02  3,137,692.60   sFT  0.99993984   +2 03 58.1
 AC6504;UTM  15      - 3,584,382.450   338,993.658   MT  0.99991968   -0 55 01.1
 AC6504
 AC6504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6504!SPC TXNC     -   0.99998776  x   0.99993984  =   0.99992760
 AC6504!UTM  15      -   0.99998776  x   0.99991968  =   0.99990744
 AC6504
 AC6504                          SUPERSEDED SURVEY CONTROL
 AC6504
 AC6504  ELLIP H (03/06/98)   78.00   (m)                       GP(       ) 4 1
 AC6504
 AC6504.Superseded values are not recommended for survey control.
 AC6504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6504.See file dsdata.txt to determine how the superseded data were derived.
 AC6504
 AC6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3899484382(NAD 83)
 AC6504_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6504_STAMPING: ARP 2 GGG 1970
 AC6504_MARK LOGO: CGS   
 AC6504_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6504+STABILITY: SURFACE MOTION
 AC6504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6504+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 AC6504
 AC6504  HISTORY     - Date     Condition        Report By
 AC6504  HISTORY     - 1970     MONUMENTED       CGS
 AC6504  HISTORY     - 19920215 GOOD             NGS
 AC6504  HISTORY     - 19970307 GOOD             NGS
 AC6504
 AC6504                          STATION DESCRIPTION
 AC6504
 AC6504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (JDH)
 AC6504'THE STATION IS LOCATED IN THE GRASS QUADRANGLE SOUTH OF THE
 AC6504'INTERSECTION OF RUNWAYS 4-22 AND 13-31.  IT IS 214.0 FT (65.2 M)
 AC6504'SOUTHWEST OF THE CENTERLINE OF RUNWAY 13-31, 288.6 FT (88.0 M)
 AC6504'NORTHEAST OF THE CENTERLINE OF THE TAXIWAY PARALLEL TO RUNWAY 13-31,
 AC6504'AND 174.2 FT (53.1 M) NORTHWEST OF THE CENTERLINE OF THE FIRST TAXIWAY
 AC6504'SOUTH OF THE INTERSECTION.  THE MARK IS A STANDARD DISK SET IN A
 AC6504'CONCRETE POST FLUSH WITH THE GROUND AND IS STAMPED ARP 2 GGG 1970.
 AC6504
 AC6504                          STATION RECOVERY (1997)
 AC6504
 AC6504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 07 MAR 1997 (WCW) .  THE
 AC6504'STATION WAS RECOVERED AT THIS TIME.  THE STATION WAS SET BY CGS, PARTY
 AC6504'CHIEF JR HUDSON, IN 1970.  THE STATION IS LOCATED ABOUT 7 KM (4.35 MI)
 AC6504'SOUTH OF LONGVIEW AT THE GREGG COUNTY AIRPORT, AND IS SOUTHWEST OF
 AC6504'RUNWAY 13-31 AND SOUTHEAST OF RUNWAY 04-22. OWNERSHIP--GREGG COUNTY
 AC6504'AIRPORT, HIGHWAY 322, LONGVIEW TX 75603. AIRPORT MANAGER IS BUCKY
 AC6504'WALTERS, PHONE 903-643-3031.  TOWER CHIEF IS STEVE BURKES, PHONE
 AC6504'903-643-2267.  CONTACT ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY
 AC6504'THIS STATION.  TO REACH FROM THE JUNCTION OF INTERSTATE 20 (EXIT 595)
 AC6504'AND STATE HIGHWAY 322 (ESTES PARKWAY) ON THE SOUTH SIDE OF LONGVIEW,
 AC6504'GO SOUTH THEN SOUTHEAST ON STATE HIGHWAY 322 FOR 3.44 KM (2.15 MI) TO
 AC6504'A FOUR LANE ASPHALT ROAD RIGHT JUST AFTER CROSSING THE SABINE RIVER.
 AC6504'TURN RIGHT AND GO SOUTHWEST THEN SOUTH ON STATE ROUTE 322 (GARDINER
 AC6504'MITCHELL PARKWAY) FOR 3.51 KM (2.20 MI) TO THE AIRPORT ENTRANCE ROAD
 AC6504'ON LEFT.  TURN LEFT AND GO 0.3 KM (0.20 MI) TO THE PASSENGER TERMINAL.
 AC6504'THE STATION IS A STANDARD TOPOGRAPHIC STATION DISK SET IN A SQUARED
 AC6504'CONCRETE POST SET FLUSH WITH THE GROUND.  THE STATION IS 65.2 M (213.9
 AC6504'FT) SOUTHWEST OF RUNWAY 13-31 CENTER, 53.1 M (174.2 FT) NORTHWEST FROM
 AC6504'CONNECTOR TAXIWAY C CENTER, 35.1 M (115.2 FT) NORTH NORTHWEST FROM THE
 AC6504'NORTHWEST END OF THE RUNWAY SIGN FOR RUNWAY 13-31 ON TAXIWAY C --C
 AC6504'13-31--, AND 33.6 M (110.2 FT) NORTH NORTHEAST FROM STATION FAA GGG C.
 AC6504'THIS STATION IS IN THE SAFETY AREA OF RUNWAY 13-31.  DESCRIBED BY WC
 AC6504'WAICKMAN 07 MAR 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8140 ***********************************************************************
 AE8140  DESIGNATION -  GGG TAC APCH 35
 AE8140  PID         -  AE8140
 AE8140  STATE/COUNTY-  TX/GREGG
 AE8140  USGS QUAD   -  LAKEPORT (1983)
 AE8140
 AE8140                         *CURRENT SURVEY CONTROL
 AE8140  ___________________________________________________________________
 AE8140* NAD 83(1993)-  32 22 37.99136(N)    094 42 58.60813(W)     ADJUSTED  
 AE8140* NAVD 88     -       111.3    (meters)     365.     (feet)  GPS OBS   
 AE8140  ___________________________________________________________________
 AE8140  X           -    -443,326.757 (meters)                     COMP
 AE8140  Y           -  -5,373,590.364 (meters)                     COMP
 AE8140  Z           -   3,395,877.481 (meters)                     COMP
 AE8140  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AE8140  ELLIP HEIGHT-          84.90  (meters)          (09/06/01) GPS OBS
 AE8140  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AE8140
 AE8140  HORZ ORDER  -  THIRD
 AE8140  ELLP ORDER  -  FOURTH    CLASS I
 AE8140
 AE8140.This mark is at Gregg Co (GGG) Airport (GGG)
 AE8140
 AE8140.The horizontal coordinates were established by GPS observations
 AE8140.and adjusted by the National Geodetic Survey in March 1998..
 AE8140
 AE8140.The orthometric height was determined by GPS observations and a
 AE8140.high-resolution geoid model.
 AE8140
 AE8140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8140
 AE8140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8140
 AE8140.The ellipsoidal height was determined by GPS observations
 AE8140.and is referenced to NAD 83.
 AE8140
 AE8140.The geoid height was determined by GEOID03.
 AE8140
 AE8140;                    North         East     Units Scale Factor Converg.
 AE8140;SPC TXNC     - 2,085,205.427   955,966.203   MT  0.99994139   +2 03 49.0
 AE8140;SPC TXNC     - 6,841,211.47  3,136,365.78   sFT  0.99994139   +2 03 49.0
 AE8140;UTM  15      - 3,583,544.058   338,545.017   MT  0.99992146   -0 55 09.3
 AE8140
 AE8140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8140!SPC TXNC     -   0.99998667  x   0.99994139  =   0.99992806
 AE8140!UTM  15      -   0.99998667  x   0.99992146  =   0.99990813
 AE8140
 AE8140                          SUPERSEDED SURVEY CONTROL
 AE8140
 AE8140  ELLIP H (03/06/98)   84.95   (m)                       GP(       ) 4 1
 AE8140
 AE8140.Superseded values are not recommended for survey control.
 AE8140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8140.See file dsdata.txt to determine how the superseded data were derived.
 AE8140
 AE8140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3854583544(NAD 83)
 AE8140_MARKER: DD = SURVEY DISK
 AE8140_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE8140_SP_SET: RR SPIKE IN ASPHALT RUNWAY
 AE8140_MARK LOGO: TXAC  
 AE8140_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8140+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 AE8140
 AE8140  HISTORY     - Date     Condition        Report By
 AE8140  HISTORY     - UNK      MONUMENTED       TXAC
 AE8140  HISTORY     - 19970307 GOOD             NGS
 AE8140
 AE8140                          STATION DESCRIPTION
 AE8140
 AE8140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE8140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 07 MAR 1997 (WCW) .  THE
 AE8140'STATION WAS RECOVERED AT THIS TIME.  THE STATION IS LOCATED ABOUT 7 KM
 AE8140'(4.35 MI) SOUTH OF LONGVIEW AT THE GREGG COUNTY AIRPORT, AND IS WEST
 AE8140'OF THE JUNCTION OF RUNWAY 13-31 AND RUNWAY 04-22. OWNERSHIP--GREGG
 AE8140'COUNTY AIRPORT, HIGHWAY 322, LONGVIEW TX 75603. AIRPORT MANAGER IS
 AE8140'BUCKY WALTERS, PHONE 903-643-3031.  TOWER CHIEF IS STEVE BURKES, PHONE
 AE8140'903-643-2267.  CONTACT ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY
 AE8140'THIS STATION.  TO REACH FROM THE JUNCTION OF INTERSTATE 20 (EXIT 595)
 AE8140'AND STATE HIGHWAY 322 (ESTES PARKWAY) ON THE SOUTH SIDE OF LONGVIEW,
 AE8140'GO SOUTH THEN SOUTHEAST ON STATE HIGHWAY 322 FOR 3.44 KM (2.15 MI) TO
 AE8140'A FOUR LANE ASPHALT ROAD RIGHT JUST AFTER CROSSING THE SABINE RIVER.
 AE8140'TURN RIGHT AND GO SOUTHWEST THEN SOUTH ON STATE ROUTE 322 (GARDINER
 AE8140'MITCHELL PARKWAY) FOR 3.51 KM (2.20 MI) TO THE AIRPORT ENTRANCE ROAD
 AE8140'ON LEFT.  TURN LEFT AND GO 0.3 KM (0.20 MI) TO THE PASSENGER TERMINAL.
 AE8140'THE STATION IS A TEXAS AERONAUTICS COMMISSION SURVEY DISK EPOXIED ONTO
 AE8140'A RAILROAD SPIKE AND SET INTO ASPHALT PAVEMENT.  THE STATION IS
 AE8140'LOCATED AT THE APPROACH END OF RUNWAY 35, AND IS 1.3 FT (0.4 M) SOUTH
 AE8140'FROM A NAIL AND ALLOY WASHER MARKING THE END OF RUNWAY.  DESCRIBED WC
 AE8140'WAICKMAN 07 MAR 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5542 ***********************************************************************
 AH5542  DESIGNATION -  GHOST HILL ET
 AH5542  PID         -  AH5542
 AH5542  STATE/COUNTY-  TX/FRIO
 AH5542  USGS QUAD   -  GHOST HILL (1982)
 AH5542
 AH5542                         *CURRENT SURVEY CONTROL
 AH5542  ___________________________________________________________________
 AH5542* NAD 83(1993)-  29 04 21.49334(N)    098 54 37.89336(W)     ADJUSTED  
 AH5542* NAVD 88     -       223.3    (meters)     733.     (feet)  VERTCON   
 AH5542  ___________________________________________________________________
 AH5542  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 AH5542  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AH5542
 AH5542  HORZ ORDER  -  THIRD
 AH5542
 AH5542.The horizontal coordinates were established by classical geodetic methods
 AH5542.and adjusted by the National Geodetic Survey in July 1998..
 AH5542
 AH5542.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5542
 AH5542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5542
 AH5542.The geoid height was determined by GEOID03.
 AH5542
 AH5542;                    North         East     Units Scale Factor Converg.
 AH5542;SPC TXSC     - 4,137,351.414   608,711.052   MT  0.99987365   +0 02 37.8
 AH5542;SPC TXSC     -13,573,960.43  1,997,079.51   sFT  0.99987365   +0 02 37.8
 AH5542;UTM  14      - 3,216,036.525   508,708.670   MT  0.99960094   +0 02 36.5
 AH5542
 AH5542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5542!SPC TXSC     -   0.99996875  x   0.99987365  =   0.99984240
 AH5542!UTM  14      -   0.99996875  x   0.99960094  =   0.99956970
 AH5542
 AH5542                          SUPERSEDED SURVEY CONTROL
 AH5542
 AH5542  NGVD 29 (07/28/98)  223.2    (m)          732.     (f) VERT ANG       
 AH5542
 AH5542.Superseded values are not recommended for survey control.
 AH5542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5542.See file dsdata.txt to determine how the superseded data were derived.
 AH5542
 AH5542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT0870916037(NAD 83)
 AH5542_MARKER: DS = TRIANGULATION STATION DISK
 AH5542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5542_PROJECTION: FLUSH
 AH5542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5542+STABILITY: SURFACE MOTION
 AH5542
 AH5542  HISTORY     - Date     Condition        Report By
 AH5542  HISTORY     - 1964     MONUMENTED       USGS
 AH5542  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 AH5542
 AH5542                          STATION DESCRIPTION
 AH5542
 AH5542'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH5542'STATION LOCATED APPROXIMATELY 5 MI. (AIRLINE) S. OF DEVINE, TEXAS, ON
 AH5542'THE HIGHEST POINT OF THE HIGHEST HILL IN ABOUT A 5 MI. RADIUS.  IT IS
 AH5542'LOCATED ON THE GHOST HILL DIVISION OF THE ALDRIDGE NURSERIES OF VON
 AH5542'ORMY, TEXAS.  THE STATION IS 12 FT. SW. OF THE SW. EDGE OF AN OLD
 AH5542'CALICHE QUARRY.
 AH5542'TO REACH STATION FROM MOORE, TEXAS, FROM THE INTERSECTION OF U.S.
 AH5542'HIGHWAY 81 AND FARM ROAD 462, TRAVEL E. ON 462 6.0 MI. AND TURN LEFT
 AH5542'ON PAVED RD.  PROCEED N. 2.6 MI. TO ENTRANCE TO GHOST HILL DIVISION OF
 AH5542'ALDRIDGE NURSERIES, TURN LEFT AND BEAR LEFT ALONG MAIN RD. 0.15 MI.,
 AH5542'THENCE TURN 90 DEGREES RIGHT AND FOLLOW EDGE OF FIELD 0.15 MI. TO TOP
 AH5542'OF HILL AND STATION ON RIGHT.
 AH5542'STATION MARK--STANDARD TABLET IN CONCRETE MONUMENT PROJECTING 0.1 FT.
 AH5542'ABOVE GROUND, STAMPED---GHOST HILL ET 1964---.
 AH5542
 AH5542                          STATION RECOVERY (2002)
 AH5542
 AH5542'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AH5542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1302 ***********************************************************************
 DN1302  DESIGNATION -  GIBBONS
 DN1302  PID         -  DN1302
 DN1302  STATE/COUNTY-  TX/COOKE
 DN1302  USGS QUAD   -  MUENSTER WEST (1978)
 DN1302
 DN1302                         *CURRENT SURVEY CONTROL
 DN1302  ___________________________________________________________________
 DN1302* NAD 83(1993)-  33 39 50.22836(N)    097 26 09.72697(W)     ADJUSTED  
 DN1302* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 DN1302  ___________________________________________________________________
 DN1302  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 DN1302  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DN1302
 DN1302  HORZ ORDER  -  THIRD
 DN1302
 DN1302.The horizontal coordinates were established by classical geodetic methods
 DN1302.and adjusted by the National Geodetic Survey in February 1996..
 DN1302
 DN1302.The orthometric height was scaled from a topographic map.
 DN1302
 DN1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1302
 DN1302.The geoid height was determined by GEOID03.
 DN1302
 DN1302;                    North         East     Units Scale Factor Converg.
 DN1302;SPC TXNC     - 2,221,983.681   698,670.891   MT  0.99992959   +0 34 49.0
 DN1302;SPC TXNC     - 7,289,958.13  2,292,222.75   sFT  0.99992959   +0 34 49.0
 DN1302;UTM  14      - 3,725,993.867   645,001.997   MT  0.99985921   +0 52 01.5
 DN1302
 DN1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1302!SPC TXNC     -   0.99994925  x   0.99992959  =   0.99987884
 DN1302!UTM  14      -   0.99994925  x   0.99985921  =   0.99980846
 DN1302
 DN1302:                Primary Azimuth Mark                     Grid Az
 DN1302:SPC TXNC     -  MUENSTER CATHOLIC CHURCH SPIRE           099 34 30.5
 DN1302:UTM  14      -  MUENSTER CATHOLIC CHURCH SPIRE           099 17 18.0
 DN1302
 DN1302|---------------------------------------------------------------------|
 DN1302| PID    Reference Object                     Distance      Geod. Az  |
 DN1302|                                                           dddmmss.s |
 DN1302| DN1304 MUENSTER CATHOLIC CHURCH SPIRE      APPROX. 5.7 KM 1000919.5 |
 DN1302| CY1945 GIBBONS RM 1                         10.055 METERS 10331     |
 DN1302| DN1298 MUENSTER MUNICIPAL TANK             APPROX. 5.9 KM 1042941.7 |
 DN1302| CY1944 GIBBONS AZ MK                                      1092823.0 |
 DN1302| DN1305 GIBBONS 2 RM 5                      APPROX. 1.0 KM 1122627.4 |
 DN1302| DN1306 GIBBONS 2                            59.470 METERS 19941     |
 DN1302| CY1948 GIBBONS 2 RM 4                       61.936 METERS 21740     |
 DN1302| CY1946 GIBBONS RM 2                         10.607 METERS 27702     |
 DN1302| DN1383 SAINT JO MUNICIPAL TANK             APPROX. 8.7 KM 2941423.2 |
 DN1302|---------------------------------------------------------------------|
 DN1302
 DN1302                          SUPERSEDED SURVEY CONTROL
 DN1302
 DN1302  NAD 83(1993)-  33 39 50.22838(N)    097 26 09.72696(W) AD(       ) 3
 DN1302  NAD 83(1986)-  33 39 50.23752(N)    097 26 09.71392(W) AD(       ) 3
 DN1302  NAD 27      -  33 39 49.85320(N)    097 26 08.63400(W) AD(       ) 3
 DN1302
 DN1302.Superseded values are not recommended for survey control.
 DN1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1302.See file dsdata.txt to determine how the superseded data were derived.
 DN1302
 DN1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC4500225994(NAD 83)
 DN1302_MARKER: DS = TRIANGULATION STATION DISK
 DN1302_SETTING: 80 = SET IN A BOULDER
 DN1302_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DN1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1302
 DN1302  HISTORY     - Date     Condition        Report By
 DN1302  HISTORY     - 1955     MONUMENTED       CGS
 DN1302  HISTORY     - 1958     GOOD             USGS
 DN1302  HISTORY     - 1973     GOOD             NGS
 DN1302  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 DN1302
 DN1302                          STATION DESCRIPTION
 DN1302
 DN1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1302'THE STATION IS LOCATED ABOUT 4.5 MILES EAST-SOUTHEAST OF
 DN1302'SAINT JO, AND ABOUT 4 MILES WEST NORTHWEST OF MUENSTER ON THE
 DN1302'TOP OF A HIGH CUT BANK ON THE SOUTH SIDE OF U.S. HIGHWAY 82,
 DN1302'54 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND 14.5 FEET
 DN1302'NORTH OF A FENCE.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 DN1302'HOLE IN A LARGE FLAT BOULDER THAT IS FLUSH WITH THE SURFACE
 DN1302'OF THE GROUND.  THE DISK IS STAMPED GIBBONS 1955.
 DN1302'
 DN1302'R.M. NO. 1 IS 51 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 DN1302'AND 17.5 FEET NORTH OF A FENCE.  IT IS A STANDARD DISK CEMENTED
 DN1302'IN A DRILL HOLE IN A LARGE FLAT BOULDER THAT IS FLUSH WITH
 DN1302'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED GIBBONS NO
 DN1302'1 1955.
 DN1302'
 DN1302'R.M. NO. 2 IS 61 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND
 DN1302'7 FEET NORTH OF A FENCE.  IT PROJECTS 4 INCHES AND THE DISK
 DN1302'IS STAMPED GIBBONS NO 2 1955.
 DN1302'
 DN1302'THE AZIMUTH MARK IS ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 DN1302'82, 45 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND 3 FEET
 DN1302'NORTH OF A FENCE.  IT PROJECTS ABOUT 2 INCHES AND THE DISK
 DN1302'IS STAMPED GIBBONS 1955.
 DN1302'
 DN1302'TO REACH THE STATION FROM THE POST OFFICE IN MUENSTER, GO
 DN1302'SOUTH FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY 82 AND
 DN1302'STATE FARM ROAD 373, HERE TURN RIGHT AND FOLLOW THE COMBINED
 DN1302'HIGHWAYS WEST FOR 3.5 MILES, (AZIMUTH MARK ON THE LEFT AS
 DN1302'DESCRIBED), CONTINUE WEST FOR 0.5 MILE TO A POINT WHERE THE
 DN1302'HIGHWAY PASSES THROUGH A DEEP CUT BANK.  THE STATION, AS
 DN1302'DESCRIBED, IS ON THE CREST OF THE BANK TO THE SOUTH OF THE
 DN1302'HIGHWAY.
 DN1302
 DN1302                          STATION RECOVERY (1958)
 DN1302
 DN1302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1302'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-1, STATION 1019.
 DN1302'
 DN1302'RECOVERED BY USGS IN 1958.
 DN1302'
 DN1302'STATION MARK--A STANDARD USC AND GS TABLET CEMENTED IN A LARGE FLAT
 DN1302'BOULDER FLUSH WITH THE GROUND AND STAMPED---GIBBONS 1955---.
 DN1302
 DN1302                          STATION RECOVERY (1973)
 DN1302
 DN1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PEC)
 DN1302'DISTANCE MEASURED WITH H/P.
 DN1302'
 DN1302'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 DN1302'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 DN1302'REFERENCE MARKS WERE VERIFIED.
 DN1302'
 DN1302'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WILL BE DESTROYED IN
 DN1302'THE NEAR FUTURE BY ROAD CONSTRUCTION.
 DN1302'
 DN1302'GIBBONS 2 WAS ESTABLISHED SOUTH OF THE STATION AS SHOWN ABOVE.
 DN1302
 DN1302                          STATION RECOVERY (1995)
 DN1302
 DN1302'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1306 ***********************************************************************
 DN1306  FBN         -  This is a Federal Base Network Control Station.
 DN1306  DESIGNATION -  GIBBONS 2
 DN1306  PID         -  DN1306
 DN1306  STATE/COUNTY-  TX/COOKE
 DN1306  USGS QUAD   -  MUENSTER WEST (1978)
 DN1306
 DN1306                         *CURRENT SURVEY CONTROL
 DN1306  ___________________________________________________________________
 DN1306* NAD 83(1993)-  33 39 48.41100(N)    097 26 10.50466(W)     ADJUSTED  
 DN1306* NAVD 88     -       349.7    (meters)    1147.     (feet)  GPS OBS   
 DN1306  ___________________________________________________________________
 DN1306  X           -    -687,794.198 (meters)                     COMP
 DN1306  Y           -  -5,269,615.584 (meters)                     COMP
 DN1306  Z           -   3,515,616.889 (meters)                     COMP
 DN1306  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 DN1306  ELLIP HEIGHT-         323.97  (meters)          (05/01/00) GPS OBS
 DN1306  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DN1306
 DN1306  HORZ ORDER  -  B
 DN1306  ELLP ORDER  -  THIRD     CLASS I
 DN1306
 DN1306.The horizontal coordinates were established by GPS observations
 DN1306.and adjusted by the National Geodetic Survey in May 1994..
 DN1306
 DN1306.The orthometric height was determined by GPS observations and a
 DN1306.high-resolution geoid model.
 DN1306
 DN1306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1306
 DN1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1306
 DN1306.The ellipsoidal height was determined by GPS observations
 DN1306.and is referenced to NAD 83.
 DN1306
 DN1306.The geoid height was determined by GEOID03.
 DN1306
 DN1306;                    North         East     Units Scale Factor Converg.
 DN1306;SPC TXNC     - 2,221,927.491   698,651.425   MT  0.99992950   +0 34 48.6
 DN1306;SPC TXNC     - 7,289,773.78  2,292,158.88   sFT  0.99992950   +0 34 48.6
 DN1306;UTM  14      - 3,725,937.585   644,982.813   MT  0.99985914   +0 52 01.0
 DN1306
 DN1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1306!SPC TXNC     -   0.99994914  x   0.99992950  =   0.99987865
 DN1306!UTM  14      -   0.99994914  x   0.99985914  =   0.99980829
 DN1306
 DN1306|---------------------------------------------------------------------|
 DN1306| PID    Reference Object                     Distance      Geod. Az  |
 DN1306|                                                           dddmmss.s |
 DN1306| DN1302 GIBBONS                              59.470 METERS 01941     |
 DN1306| DN1304 MUENSTER CATHOLIC CHURCH SPIRE      APPROX. 5.7 KM 0993346.5 |
 DN1306| DN1298 MUENSTER MUNICIPAL TANK             APPROX. 5.9 KM 1035458.7 |
 DN1306| CY1944 GIBBONS AZ MK                                      1055758.2 |
 DN1306| CY1947 GIBBONS 2 RM 3                       18.554 METERS 10803     |
 DN1306| DN1305 GIBBONS 2 RM 5                      APPROX. 1.0 KM 1091019.4 |
 DN1306| CY1948 GIBBONS 2 RM 4                                     29122     |
 DN1306| DN1383 SAINT JO MUNICIPAL TANK             APPROX. 8.7 KM 2943750.8 |
 DN1306|---------------------------------------------------------------------|
 DN1306
 DN1306                          SUPERSEDED SURVEY CONTROL
 DN1306
 DN1306  ELLIP H (05/09/94)  324.03   (m)                       GP(       ) 4 2
 DN1306  NAD 83(1986)-  33 39 48.42024(N)    097 26 10.49156(W) AD(       ) 3
 DN1306  NAD 27      -  33 39 48.03582(N)    097 26 09.41164(W) AD(       ) 3
 DN1306
 DN1306.Superseded values are not recommended for survey control.
 DN1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1306.See file dsdata.txt to determine how the superseded data were derived.
 DN1306
 DN1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC4498325938(NAD 83)
 DN1306_MARKER: DH = HORIZONTAL CONTROL DISK
 DN1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1306_SP_SET: CONCRETE POST
 DN1306_STAMPING: GIBBONS 2 1973
 DN1306_MARK LOGO: NGS   
 DN1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1306+STABILITY: SURFACE MOTION
 DN1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1306+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2005
 DN1306
 DN1306  HISTORY     - Date     Condition        Report By
 DN1306  HISTORY     - 1973     MONUMENTED       NGS
 DN1306  HISTORY     - 1973     GOOD             NGS
 DN1306  HISTORY     - 19840507 GOOD             NGS
 DN1306  HISTORY     - 19930325 GOOD             NGS
 DN1306  HISTORY     - 19950307 GOOD             NGS
 DN1306  HISTORY     - 19950601 GOOD             USPSQD
 DN1306  HISTORY     - 19980122 GOOD             NGS
 DN1306  HISTORY     - 19991201 GOOD             NGS
 DN1306  HISTORY     - 20050119 GOOD             INDIV
 DN1306
 DN1306                          STATION DESCRIPTION
 DN1306
 DN1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 DN1306'DISTANCE MEASURED WITH H/P.
 DN1306'
 DN1306'THE STATION IS LOCATED ABOUT ABOUT 5-1/2 MILES EAST-SOUTHEAST OF
 DN1306'SAINT JO, 4 MILES WEST-NORTHWEST OF MUENSTER AND ON THE SOUTH SIDE
 DN1306'AND ON THE RIGHT-OF-WAY OF U.S. HWY. 82.
 DN1306'
 DN1306'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 82 AND FARM
 DN1306'ROAD 373, LOCATED ON THE EAST EDGE OF MUENSTER.  GO WESTERLY ON
 DN1306'U.S. HWY. 82 FOR 2.85 MILES TO REFERENCE MARK NO. 5 ON THE LEFT.
 DN1306'CONTINUE WESTERLY ON U.S. HWY. 82 FOR 0.65 MILE TO TOP OF A SMALL
 DN1306'RISE AND STATION ON THE LEFT, SOUTH OF THE EAST BOUND TRAFFIC
 DN1306'LANE.
 DN1306'
 DN1306'STATION MARK IS A STANDARD DISK, SET IN A ROUND CONCRETE POST THAT
 DN1306'PROJECTS 4-INCHES AND IS STAMPED GIBBONS 2 1973.  IT IS 85 FEET
 DN1306'NORTH-NORTHEAST OF THE NORTH 1 OF 2 HI-LINE POLES NO. H 5 75, 4
 DN1306'FEET WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF THE NEW SOUTH
 DN1306'EDGE OF ROAD RIGHT-OF-WAY.
 DN1306'
 DN1306'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DN1306'CONCRETE POST, THAT PROJECTS 2-INCHES AND IS STAMPED GIBBONS 2 NO 3
 DN1306'1973.  IT IS 106 FEET NORTHEAST OF THE NORTH 1 OF 2 HI-LINE POLES
 DN1306'NO. H 5 75, 57 FEET EAST OF A METAL WITNESS POST AND 1-FOOT NORTH
 DN1306'OF THE SOUTH EDGE OF ROAD RIGHT-OF-WAY.
 DN1306'
 DN1306'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DN1306'CONCRETE POST, THAT PROJECTS 2-INCHES AND IS STAMPED GIBBONS 2 NO 4
 DN1306'1973.  IT IS 107 FEET NORTHWEST OF THE NORTH 1 OF 2 HI-LINE POLES
 DN1306'NO. H 5 75, 66 FEET WEST OF A METAL WITNESS POST AND 1-FOOT NORTH
 DN1306'OF THE SOUTH EDGE OF ROAD RIGHT-OF-WAY.
 DN1306'
 DN1306'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN A DRILL HOLE, IN
 DN1306'BEDROCK, THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DN1306'GIBBONS 2 NO 5 1973.  IT IS 96 FEET NORTHEAST OF THE NORTH 1 OF 2
 DN1306'HI-LINE POLES NO. H 5 68, 26 FEET WEST OF THE HIGHEST POINT OF A
 DN1306'LOW RISE AND 13 FEET SOUTH OF THE SOUTH EDGE OF THE NEW ROAD
 DN1306'RIGHT-OF-WAY.
 DN1306'
 DN1306'NEAREST TOWN--MUENSTER.
 DN1306
 DN1306                          STATION RECOVERY (1973)
 DN1306
 DN1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 DN1306'RECOVERED IN GOOD CONDITION.
 DN1306
 DN1306                          STATION RECOVERY (1984)
 DN1306
 DN1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DN1306'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE MONUMENT FOR
 DN1306'REFERENCE MARK 3 WAS FOUND OUT OF THE GROUND AND NEW ONE WAS SET IN
 DN1306'THE OLD HOLE.  REFERENCE MARK 5 WAS NOT FOUND AND AN AZIMUTH MARK WAS
 DN1306'SET AT THIS TIME.  REFERENCE MARK 4 WAS FOUND TO BE GOOD.  THE STATION
 DN1306'IS LOCATED ABOUT 8.80 KM (5.45 MI) SOUTH-SOUTHEAST OF SAINT JO, 6.72
 DN1306'KM (4.15 MI) WEST OF MUENSTER AND ALONG THE SOUTH RIGHT-OF-WAY OF U.S
 DN1306'HIGHWAY 82 ON A HIGH CUT BANK.  TO REACH THE STATION FROM THE JUNCTION
 DN1306'OF U.S HIGHWAY 82 AND FARM ROAD 373 IN MUENSTER, GO WESTERLY ON U.S
 DN1306'HIGHWAY 82 FOR 4.32 KM (2.70 MI) TO THE AZIMUTH MARK ON THE LEFT AT A
 DN1306'SIDE ROAD TO THE SOUTH AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 DN1306'WEST ON U.S HIGHWAY 82 FOR 0.96 KM (0.60 MI) TO THE STATION ON THE
 DN1306'LEFT.  STATION MARK, STAMPED---GIBBONS 2 1973---, IS A STANDARD DISK
 DN1306'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 10 CM.  IT IS
 DN1306'7.32 METERS (24.02 FT) SOUTH OF A CUT BANK EDGE, 1.22 METERS (4.00 FT)
 DN1306'SOUTHWEST OF A WITNESS POST AND 0.6 METER (2.0 FT) NORTH OF A FENCE.
 DN1306'REFERENCE MARK 4, STAMPED---GIBBONS 2 NO 4 1973---, IS A STANDARD DISK
 DN1306'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 DN1306'IS 7.16 METERS (23.49 FT) SOUTH OF THE CUT BANK EDGE, 20.12 METERS
 DN1306'(66.01 FT) EAST OF THE WITNESS POST AND 0.30 METER (0.98 FT) NORTH OF
 DN1306'THE FENCE.  REFERENCE MARK 6, STAMPED---GIBBONS 2 NO 6 1984---, IS A
 DN1306'STANDARD DISK SET IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DN1306'GROUND.  IT IS 17.37 METERS (56.99 FT) EAST OF THE WITNESS POST, 7.01
 DN1306'METERS (23.00 FT) SOUTH OF THE EDGE OF THE CUT BANK, AND 0.30 METER
 DN1306'(0.98 FT) NORTH OF THE FENCE.  THE AZIMUTH MARK, STAMPED---GIBBONS 2
 DN1306'1984---, IS A STANDARD DISK SET IN A ROCK OUTCROP.  IT IS 15.85 METERS
 DN1306'(52.00 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANE OF U.S HIGHWAY
 DN1306'82, 6.10 METERS (20.01 FT) EAST OF THE CENTER OF A GRAVEL ROAD, 2.10
 DN1306'METERS (6.89 FT) SOUTHEAST OF A STOP SIGN AND ON THE SOUTH RIGT-OF-WAY
 DN1306'OF U.S HIGHWAY 82.
 DN1306
 DN1306                          STATION RECOVERY (1993)
 DN1306
 DN1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DN1306'STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHWEST OF MUENSTER, 8 KM
 DN1306'(4.95 MI) SOUTHEAST OF SAINT JO, ALONG U.S. HIGHWAY 82, ON THE
 DN1306'RIGHT-OF-WAY, AT MILE 593.0, ON A 12 M (39.4 FT) HIGH SLOPING
 DN1306'CUTBANK, AT THE RIGHT-OF-WAY FENCE.  OWNERSHIP--TEXAS DEPARTMENT OF
 DN1306'TRANSPORTATION.
 DN1306'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY 59,
 DN1306'ABOUT 1 KM (0.60 MI) NORTHWEST OF SAINT JO, GO SOUTHEAST ON HIGHWAY
 DN1306'82 FOR 5.30 KM (3.30 MI) TO AN ELECTRIC SUBSTATION ON THE LEFT AT TOP
 DN1306'OF GRADE.  CONTINUE AHEAD FOR 4.62 KM (2.85 MI) TO THE STATION ON THE
 DN1306'RIGHT.  NOTE--IN DRY WEATHER A VEHICLE CAN BE DRIVEN ALONG THE FENCE
 DN1306'FROM A FIELD ENTRANCE 0.21 KM (0.15 MI) WEST OF THE STATION.
 DN1306'STATION MARK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
 DN1306'PROJECTING 5 CM ABOVE GROUND.  IT IS IN LINE WITH THREE POWERLINE
 DN1306'POLES (ONLY SET OF THREE) IN THE PASTURE (NORTH POLE IS XH2 234),
 DN1306'45.7 M (149.9 FT) (SLOPE) SOUTH OF THE CENTER OF THE EASTBOUND LANES,
 DN1306'0.1 M (0.3 FT) NORTH OF THE FENCE, 1.1 M (3.6 FT) WEST-SOUTHWEST OF A
 DN1306'METAL WITNESS POST AND 24.0 M (78.7 FT) EAST OF A CONCRETE
 DN1306'RIGHT-OF-WAY POST.
 DN1306
 DN1306                          STATION RECOVERY (1995)
 DN1306
 DN1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DN1306'STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHWEST OF MUENSTER, 8 KM
 DN1306'(4.95 MI) SOUTHEAST OF SAINT JO, ALONG U.S.  HIGHWAY 82, ON THE
 DN1306'RIGHT-OF-WAY AT MILE 593.0, ON A 12 M (39.4 FT) HIGH SLOPING CUTBANK,
 DN1306'AT THE RIGHT OF WAY FENCE.  OWNERSHIP--TEXAS DEPARTMENT OF
 DN1306'TRANSPORTATION.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 82 AND
 DN1306'STATE HIGHWAY 59, ABOUT 1 KM (0.60 MI) NORTHWEST OF SAINT JO, GO
 DN1306'SOUTHEAST ON HIGHWAY 82 FOR 5.3 KM (3.30 MI) TO AN ELECTRIC SUBSTATION
 DN1306'ON THE LEFT AT TOP OF GRADE.  CONTINUE AHEAD FOR 4.62 KM (2.85 MI) TO
 DN1306'THE STATION ON THE RIGHT.  NOTE--IN DRY WEATHER A VEHICLE CAN BE
 DN1306'DRIVEN ALONG THE FENCE FROM A FIELD ENTRANCE 0.21 KM (0.15 MI) WEST OF
 DN1306'THE STATION.  STATION MARK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE
 DN1306'POST PROJECTING 5 CM ABOVE THE GROUND.  IT IS IN LINE WITH THREE
 DN1306'POWERLINE POLES (ONLY SET OF THREE) IN THE PASTURE (NORTH POLE IS XH2
 DN1306'234) , 45.7 M (149.9 FT) (SLOPE) SOUTH OF THE CENTER OF THE EASTBOUND
 DN1306'LANES, 0.1 M (0.3 FT) NORTH OF THE FENCE, 1.1 M (3.6 FT)
 DN1306'WEST-SOUTHWEST OF A METAL WITNESS POST AND 24 M (78.7 FT) EAST OF A
 DN1306'CONCRETE RIGHT-OF-WAY POST.
 DN1306
 DN1306                          STATION RECOVERY (1995)
 DN1306
 DN1306'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1306'RECOVERED IN GOOD CONDITION.
 DN1306
 DN1306                          STATION RECOVERY (1998)
 DN1306
 DN1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DN1306'RECOVERED AS DESCRIBED.  BY R.G. HAYES
 DN1306
 DN1306                          STATION RECOVERY (1999)
 DN1306
 DN1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 DN1306'RECOVERED AS DESCRIBED.
 DN1306
 DN1306                          STATION RECOVERY (2005)
 DN1306
 DN1306'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (IJS)
 DN1306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1305 ***********************************************************************
 DN1305  DESIGNATION -  GIBBONS 2 RM 5
 DN1305  PID         -  DN1305
 DN1305  STATE/COUNTY-  TX/COOKE
 DN1305  USGS QUAD   -  MUENSTER WEST (1978)
 DN1305
 DN1305                         *CURRENT SURVEY CONTROL
 DN1305  ___________________________________________________________________
 DN1305* NAD 83(1993)-  33 39 37.30525(N)    097 25 32.31293(W)     ADJUSTED  
 DN1305* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 DN1305  ___________________________________________________________________
 DN1305  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 DN1305  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DN1305
 DN1305  HORZ ORDER  -  THIRD
 DN1305
 DN1305.The horizontal coordinates were established by classical geodetic methods
 DN1305.and adjusted by the National Geodetic Survey in February 1996..
 DN1305.No horizontal observational check was made to the station.
 DN1305
 DN1305.The orthometric height was scaled from a topographic map.
 DN1305
 DN1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1305
 DN1305.The geoid height was determined by GEOID03.
 DN1305
 DN1305;                    North         East     Units Scale Factor Converg.
 DN1305;SPC TXNC     - 2,221,595.376   699,638.745   MT  0.99992893   +0 35 09.4
 DN1305;SPC TXNC     - 7,288,684.16  2,295,398.12   sFT  0.99992893   +0 35 09.4
 DN1305;UTM  14      - 3,725,610.439   645,971.716   MT  0.99986269   +0 52 22.0
 DN1305
 DN1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1305!SPC TXNC     -   0.99995019  x   0.99992893  =   0.99987912
 DN1305!UTM  14      -   0.99995019  x   0.99986269  =   0.99981288
 DN1305
 DN1305:                Primary Azimuth Mark                     Grid Az
 DN1305:SPC TXNC     -  GIBBONS 2                                288 35 31.1
 DN1305:UTM  14      -  GIBBONS 2                                288 18 18.5
 DN1305
 DN1305|---------------------------------------------------------------------|
 DN1305| PID    Reference Object                     Distance      Geod. Az  |
 DN1305|                                                           dddmmss.s |
 DN1305| DN1306 GIBBONS 2                           APPROX. 1.0 KM 2891040.5 |
 DN1305|---------------------------------------------------------------------|
 DN1305
 DN1305                          SUPERSEDED SURVEY CONTROL
 DN1305
 DN1305  NAD 83(1993)-  33 39 37.30525(N)    097 25 32.31294(W) AD(       ) 3
 DN1305  NAD 83(1986)-  33 39 37.31459(N)    097 25 32.29980(W) AD(       ) 3
 DN1305  NAD 27      -  33 39 36.92995(N)    097 25 31.22090(W) AD(       ) 3
 DN1305
 DN1305.Superseded values are not recommended for survey control.
 DN1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1305.See file dsdata.txt to determine how the superseded data were derived.
 DN1305
 DN1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC4597225610(NAD 83)
 DN1305_MARKER: DR = REFERENCE MARK DISK
 DN1305_SETTING: 66 = SET IN ROCK OUTCROP
 DN1305_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DN1305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1305+STABILITY: POSITION/ELEVATION WELL
 DN1305
 DN1305  HISTORY     - Date     Condition        Report By
 DN1305  HISTORY     - 1973     MONUMENTED       NGS
 DN1305  HISTORY     - 19950601 GOOD             USPSQD
 DN1305
 DN1305                          STATION DESCRIPTION
 DN1305
 DN1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 DN1305'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST-SOUTHEAST OF SAINT
 DN1305'JO, 4 MILES WEST-NORTHWEST OF MUENSTER.
 DN1305'
 DN1305'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 82 AND FARM
 DN1305'ROAD 373, LOCATED ON THE EAST EDGE OF MUENSTER.  GO WESTERLY ON U.S.
 DN1305'HWY. 82 FOR 2.85 MILES TO REFERENCE MARK NO. 5 ON THE LEFT.
 DN1305'
 DN1305'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN A DRILL HOLE, IN
 DN1305'BEDROCK, THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DN1305'GIBBONS 2 NO 5 1973.  IT IS 96 FEET NORTHEAST OF THE NORTH 1 OF 2
 DN1305'HI-LINE POLES NO. H 5 68, 26 FEET WEST OF THE HIGHEST POINT OF A
 DN1305'LOW RISE AND 13 FEET SOUTH OF THE SOUTH EDGE OF THE NEW ROAD
 DN1305'RIGHT-OF-WAY.
 DN1305'
 DN1305'NEAREST TOWN--MUENSTER.
 DN1305
 DN1305                          STATION RECOVERY (1995)
 DN1305
 DN1305'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0491 ***********************************************************************
 DP0491  DESIGNATION -  GIBSON
 DP0491  PID         -  DP0491
 DP0491  STATE/COUNTY-  TX/KING
 DP0491  USGS QUAD   -  BUZZARD PEAK (1981)
 DP0491
 DP0491                         *CURRENT SURVEY CONTROL
 DP0491  ___________________________________________________________________
 DP0491* NAD 83(1993)-  33 35 32.46613(N)    100 00 37.78997(W)     ADJUSTED  
 DP0491* NAVD 88     -       563.     (meters)    1847.     (feet)  SCALED    
 DP0491  ___________________________________________________________________
 DP0491  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 DP0491  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DP0491
 DP0491  HORZ ORDER  -  FIRST
 DP0491
 DP0491.The horizontal coordinates were established by classical geodetic methods
 DP0491.and adjusted by the National Geodetic Survey in February 1996..
 DP0491
 DP0491.The orthometric height was scaled from a topographic map.
 DP0491
 DP0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0491
 DP0491.The geoid height was determined by GEOID03.
 DP0491
 DP0491;                    North         East     Units Scale Factor Converg.
 DP0491;SPC TXNC     - 2,214,550.886   459,806.447   MT  0.99991704   -0 49 25.7
 DP0491;SPC TXNC     - 7,265,572.37  1,508,548.32   sFT  0.99991704   -0 49 25.7
 DP0491;UTM  14      - 3,717,415.733   406,237.478   MT  0.99970838   -0 33 32.9
 DP0491
 DP0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0491!SPC TXNC     -   0.99991599  x   0.99991704  =   0.99983304
 DP0491!UTM  14      -   0.99991599  x   0.99970838  =   0.99962440
 DP0491
 DP0491:                Primary Azimuth Mark                     Grid Az
 DP0491:SPC TXNC     -  GIBSON AZ MK                             091 51 11.3
 DP0491:UTM  14      -  GIBSON AZ MK                             091 35 18.5
 DP0491
 DP0491|---------------------------------------------------------------------|
 DP0491| PID    Reference Object                     Distance      Geod. Az  |
 DP0491|                                                           dddmmss.s |
 DP0491| CX7261 GIBSON AZ MK                                       0910145.6 |
 DP0491| CX7262 GIBSON RM 1                          15.274 METERS 15632     |
 DP0491| CX7263 GIBSON RM 2                          16.070 METERS 24808     |
 DP0491|---------------------------------------------------------------------|
 DP0491
 DP0491                          SUPERSEDED SURVEY CONTROL
 DP0491
 DP0491  NAD 83(1993)-  33 35 32.46809(N)    100 00 37.79034(W) AD(       ) 1
 DP0491  NAD 83(1986)-  33 35 32.47233(N)    100 00 37.78208(W) AD(       ) 1
 DP0491  NAD 27      -  33 35 32.15500(N)    100 00 36.43400(W) AD(       ) 1
 DP0491
 DP0491.Superseded values are not recommended for survey control.
 DP0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0491.See file dsdata.txt to determine how the superseded data were derived.
 DP0491
 DP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC0623717416(NAD 83)
 DP0491_MARKER: DS = TRIANGULATION STATION DISK
 DP0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0491_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0491
 DP0491  HISTORY     - Date     Condition        Report By
 DP0491  HISTORY     - 1935     MONUMENTED       CGS
 DP0491  HISTORY     - 1936     GOOD             CGS
 DP0491  HISTORY     - 1938     GOOD             TXHD
 DP0491  HISTORY     - 1958     GOOD             CGS
 DP0491  HISTORY     - 1966     GOOD             USGS
 DP0491
 DP0491                          STATION DESCRIPTION
 DP0491
 DP0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0491'STATION IS LOCATED ON THE HIGHEST POINT OF A GROUP OF HILLS ON
 DP0491'THE PROPERTY OF MRS. CLYDE GIBSON, 1/2 MILE W OF THE KNOX-KING
 DP0491'COUNTY LINE, 12-3/4 MILES W OF BENJAMIN AND 1.0 MILE N OF U.S.
 DP0491'HIGHWAY 82.
 DP0491'
 DP0491'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0491'BRONZE DISKS SET IN CONCRETE.
 DP0491'
 DP0491'REFERENCE MARK NO. 1 IS S OF STATION ON S END OF POINT APPROXIMATELY
 DP0491'50 FEET W OF E BREAK OF SLOPE OF POINT.
 DP0491'
 DP0491'REFERENCE MARK NO. 2 IS W OF STATION, APPROXIMATELY 3 FEET
 DP0491'LOWER THAN STATION MARK.
 DP0491'
 DP0491'AZIMUTH MARK IS LOCATED 56 FEET SW OF SW CORNER OF TOOL SHED,
 DP0491'50 FEET NW OF CONCRETE DIPPING VAT.  TO REACH FROM STATION,
 DP0491'FOLLOW DESCRIPTION BACK TO TOOL SHED AND MARK.  MARK IS
 DP0491'APPROXIMATELY 0.6 MILE FROM STATION.
 DP0491'
 DP0491'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82
 DP0491'AND 16 IN BENJAMIN, GO W ON U.S. HIGHWAY 82 FOR 11.1 MILES.
 DP0491'TURN LEFT (N) THROUGH CATTLE GATE AT RANCH HOUSE, TAKE LEFT
 DP0491'FORK (NNW) AND FOLLOW WELL-DEFINED ROAD FOR 1.15 MILES TO FENCE
 DP0491'AROUND BARN AND TOOL SHED.  FOLLOW ALONG E SIDE OF BARNYARD
 DP0491'FOR 0.3 MILE AND TURN LEFT (W) ON WELL-TRAVELED ROAD AND GO
 DP0491'0.3 MILE.  TAKE LEFT FORK (NW) AND GO 0.1 MILE.  THEN TURN
 DP0491'LEFT ON DIM TRAIL FOR 0.4 MILE TO END OF TRUCK TRAVEL.
 DP0491'STATION IS APPROXIMATELY 0.25 MILE SW OF THIS POINT ON TOP OF
 DP0491'HIGHEST POINT OF HILL.
 DP0491'
 DP0491'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 DP0491
 DP0491                          STATION RECOVERY (1936)
 DP0491
 DP0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 DP0491'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DP0491'IN GOOD CONDITION.  IT IS LOCATED ON THE SOUTHWESTERNMOST HIGH
 DP0491'POINT OF A PROMINENT BRUSHY MESA, ABOUT 13 MILES W OF BENJAMIN
 DP0491'AND ABOUT 1 MILE N OF THE PAVED U.S. HIGHWAY 82.  IT IS ABOUT
 DP0491'2 MILES WNW OF THE GIBSON RANCH, ON THE NEAREST HIGH POINT
 DP0491'TO THE RANCH.
 DP0491'
 DP0491'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, 1/2
 DP0491'MILE E OF STATION, AND ABOUT 75 YARDS W OF THE GATE AT THE
 DP0491'CORRAL AND BARNS.
 DP0491'
 DP0491'TO REACH THE STATION FROM BENJAMIN, GO W ON U.S. HIGHWAY 82
 DP0491'FOR 11.0 MILES.  TURN RIGHT AND GO INTO THE GIBSON RANCH HOUSE.
 DP0491'THEN GO NW ON A TRACK ROAD 1.3 MILES TO A GATE AT THE NE CORNER
 DP0491'OF CORRAL AT TWO OLD BARNS.  THE STATION IS ABOUT 1/2 MILE
 DP0491'DUE W OF THIS GATE ON THE MOST PROMINENT POINT OF THE MESA.
 DP0491'PASS THROUGH THE GATE AND GO W THROUGH THE BRUSH, BEARING TO
 DP0491'THE RIGHT, UP TWO STEEP RIMS, 0.6 MILE TO THE NW END OF A
 DP0491'POCKET VALLEY.  THEN TURN BACK TO THE LEFT PASSING AROUND THE
 DP0491'HEAD OF THE VALLEY AND BACK TO THE S, 0.2 MILE TO THE E BASE
 DP0491'OF THE MESA.  THEN PACK ABOUT 100 YARDS W TO THE STATION.
 DP0491
 DP0491                          STATION RECOVERY (1938)
 DP0491
 DP0491'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0491'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DP0491'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.  ORIGINAL
 DP0491'DESCRIPTION IS ADEQUATE.
 DP0491
 DP0491                          STATION RECOVERY (1958)
 DP0491
 DP0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0491'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DP0491'CONDITION.
 DP0491'
 DP0491'THE AZIMUTH MARK IS ABOUT 40 YARDS NORTH OF THE WIRE GATE THAT
 DP0491'IS ABOUT DUE NORTH OF THE ONLY REMAINING BUILDING AT THE SITE.
 DP0491'
 DP0491'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DP0491
 DP0491                          STATION RECOVERY (1966)
 DP0491
 DP0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (JTD)
 DP0491'THE STATION WAS RECOVERED AS DESCRIBED BY THE USC AND GS IN
 DP0491'DESCRIPTION BOOK 622, PAGES 6 AND 16.  ALL MARKS WERE FOUND
 DP0491'IN GOOD CONDITION.  THE RANCH IS NOW OWNED BY JUDGE WILLIAMS
 DP0491'WHO LIVES IN KNOX CITY, TEXAS.
 DP0491'
 DP0491'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 DP0491'THAT PROJECTS 0.4 FEET.  THE TABLET IS STAMPED GIBSON 1935
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0739 ***********************************************************************
 DQ0739  DESIGNATION -  GIBSON
 DQ0739  PID         -  DQ0739
 DQ0739  STATE/COUNTY-  TX/YOAKUM
 DQ0739  USGS QUAD   -  INK BASIN (1971)
 DQ0739
 DQ0739                         *CURRENT SURVEY CONTROL
 DQ0739  ___________________________________________________________________
 DQ0739* NAD 83(1993)-  33 03 50.39467(N)    102 54 31.78460(W)     ADJUSTED  
 DQ0739* NAVD 88     -      1125.2    (meters)    3692.     (feet)  VERTCON   
 DQ0739  ___________________________________________________________________
 DQ0739  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 DQ0739  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 DQ0739
 DQ0739  HORZ ORDER  -  FIRST
 DQ0739
 DQ0739.The horizontal coordinates were established by classical geodetic methods
 DQ0739.and adjusted by the National Geodetic Survey in February 1996..
 DQ0739
 DQ0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0739
 DQ0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0739
 DQ0739.The geoid height was determined by GEOID03.
 DQ0739
 DQ0739;                    North         East     Units Scale Factor Converg.
 DQ0739;SPC TXNC     - 2,163,586.812   188,451.735   MT  0.99987265   -2 24 16.4
 DQ0739;SPC TXNC     - 7,098,367.73    618,278.73   sFT  0.99987265   -2 24 16.4
 DQ0739;SPC NM E     -   229,752.954   298,021.808   MT  1.00012720   +0 46 38.2
 DQ0739;SPC NM E     -   753,781.15    977,759.88   sFT  1.00012720   +0 46 38.2
 DQ0739;UTM  13      - 3,660,326.077   695,225.001   MT  1.00006994   +1 08 28.5
 DQ0739
 DQ0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0739!SPC TXNC     -   0.99982682  x   0.99987265  =   0.99969949
 DQ0739!SPC NM E     -   0.99982682  x   1.00012720  =   0.99995400
 DQ0739!UTM  13      -   0.99982682  x   1.00006994  =   0.99989675
 DQ0739
 DQ0739:                Primary Azimuth Mark                     Grid Az
 DQ0739:SPC TXNC     -  GIBSON AZ MK                             083 38 15.4
 DQ0739:SPC NM E     -  GIBSON AZ MK                             080 27 20.8
 DQ0739:UTM  13      -  GIBSON AZ MK                             080 05 30.5
 DQ0739
 DQ0739|---------------------------------------------------------------------|
 DQ0739| PID    Reference Object                     Distance      Geod. Az  |
 DQ0739|                                                           dddmmss.s |
 DQ0739| CJ6467 GIBSON AZ MK                                       0811359.0 |
 DQ0739| CJ6468 GIBSON RM 1                          34.625 METERS 08910     |
 DQ0739| CJ6469 GIBSON RM 2                          36.439 METERS 18031     |
 DQ0739|---------------------------------------------------------------------|
 DQ0739
 DQ0739                          SUPERSEDED SURVEY CONTROL
 DQ0739
 DQ0739  NAD 83(1993)-  33 03 50.39593(N)    102 54 31.78372(W) AD(       ) 1
 DQ0739  NAD 83(1986)-  33 03 50.39972(N)    102 54 31.78155(W) AD(       ) 1
 DQ0739  NAD 27      -  33 03 50.01600(N)    102 54 30.01200(W) AD(       ) 1
 DQ0739  NGVD 29 (07/19/86) 1124.8    (m)         3690.     (f) VERT ANG       
 DQ0739
 DQ0739.Superseded values are not recommended for survey control.
 DQ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0739.See file dsdata.txt to determine how the superseded data were derived.
 DQ0739
 DQ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS9522560326(NAD 83)
 DQ0739_MARKER: DS = TRIANGULATION STATION DISK
 DQ0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0739_STAMPING: GIBSON 1934
 DQ0739_PROJECTION: FLUSH
 DQ0739_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0739
 DQ0739  HISTORY     - Date     Condition        Report By
 DQ0739  HISTORY     - 1934     MONUMENTED       CGS
 DQ0739  HISTORY     - 1938     GOOD             CGS
 DQ0739  HISTORY     - 1938     GOOD             TSI
 DQ0739  HISTORY     - 1971     GOOD             USGS
 DQ0739  HISTORY     - 1973     GOOD             NGS
 DQ0739  HISTORY     - 1978     GOOD             DMA
 DQ0739  HISTORY     - 19970206 GOOD             TXDOT
 DQ0739
 DQ0739                          STATION DESCRIPTION
 DQ0739
 DQ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0739'ABOUT 11 MILES, AIRLINE, SOUTH-SOUTHWEST OF PLAINS, IN SECTION
 DQ0739'705, BLOCK D OF THE JOHN H. GIBSON SURVEY, 1.5 MILES WEST
 DQ0739'OF A WHITE SCHOOLHOUSE, 0.8 MILE SOUTHEAST OF A LARGE, BROWN
 DQ0739'RANCH HOUSE, SEVERAL BUILDINGS AND A WINDMILL, AND IN PASTURE
 DQ0739'LAND ON THE HIGHEST GROUND IN THE VICINITY.  TO REACH FROM
 DQ0739'PLAINS, GO WEST ON GRADED ROAD 0.3 MILE, TURN SOUTH ON GRADED
 DQ0739'ROAD AND GO 0.5 MILE, TURN WEST ON GRADED ROAD AND FOLLOW
 DQ0739'WEST 3.0 MILES TO A POINT WHERE THE ROAD TURNS SOUTH, TURN
 DQ0739'SOUTH AND GO 7.0 MILES TO A WHITE SCHOOLHOUSE, LEAVE ROAD AND
 DQ0739'GO WEST AT THE SOUTH SIDE OF THE SCHOOLHOUSE 1.5 MILES TO
 DQ0739'THE HIGHEST POINT AND STATION.  THE SURFACE, UNDERGROUND,
 DQ0739'REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DQ0739'REFERENCE MARK NO. 1 IS
 DQ0739'110.65 FEET FROM STATION AND
 DQ0739'NO. 2 IS 119.55 FEET FROM STATION.
 DQ0739'THE AZIMUTH MARK IS 400 FEET WEST OF THE WHITE
 DQ0739'SCHOOLHOUSE, 80 FEET NORTH OF THE SOUTHWEST FENCE CORNER,
 DQ0739'1.5 FEET EAST OF A NORTH-SOUTH WIRE FENCE, AND 1.3 MILES
 DQ0739'FROM STATION.
 DQ0739
 DQ0739                          STATION RECOVERY (1938)
 DQ0739
 DQ0739'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1938
 DQ0739'STATION CAN BE FOUND BY GOING TO ALLRED, TEXAS AND GOING NORTH
 DQ0739'ON PLAINS ROAD TO WHITE SCHOOLHOUSE.
 DQ0739'
 DQ0739'TOWN OF ALLRED IS AN OIL FIELD TOWN AND HAS BEEN ESTABLISHED
 DQ0739'AFTER STATION WAS ERECTED.
 DQ0739
 DQ0739                          STATION RECOVERY (1971)
 DQ0739
 DQ0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DQ0739'ALL MARKS FOUND IN GOOD CONDITION.  NEW TO REACH DESCRIPTION
 DQ0739'AS FOLLOWS.--TO REACH THE STATION FROM THE JUNCTION OF STATE
 DQ0739'HWY. 83 AND FARM ROAD 1622, 3.5 MILES WEST OF DENVER CITY,
 DQ0739'TEXAS, GO NORTH ON FARM ROAD 1622 FOR 7.4 MILES TO A T-ROAD
 DQ0739'ON THE LEFT AND A RED BRICK HOUSE ON THE RIGHT.  TURN LEFT
 DQ0739'ON T-ROAD FOR 1.0 MILE TO CATTLEGUARD.  CONTINUE ON WEST FOR
 DQ0739'0.45 MILE.  TAKE DIM TRACK ROAD SOUTH FOR 0.65 MILE.  AT THIS
 DQ0739'POINT LEAVE ROAD AND DRIVE EAST ACROSS COUNTRY FOR 0.25 MILE
 DQ0739'TO TOP OF HILL AND STATION SITE.
 DQ0739'
 DQ0739'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PLAINS, 11
 DQ0739'MILES SSW
 DQ0739
 DQ0739                          STATION RECOVERY (1973)
 DQ0739
 DQ0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 DQ0739'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 DQ0739'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE
 DQ0739'OF 3.05 FEET WAS FOUND IN THE MEASUREMENT TO REFERENCE MARK
 DQ0739'NO. 1, BUT THE ANGLES CHECKED GOOD.  IT APPARENTLY IS DUE
 DQ0739'TO A MIS-READ MEASUREMENT.
 DQ0739'
 DQ0739'A NEW DESCRIPTION FOLLOWS--
 DQ0739'
 DQ0739'THE STATION IS LOCATED IN SECTION 705 BLOCK D OF THE JOHN
 DQ0739'H. GIBSON SURVEY, ABOUT 11 MILES SOUTH-SOUTHWEST OF PLAINS,
 DQ0739'10 MILES NORTHWEST OF DENVER CITY, 1.5 MILES WEST-SOUTHWEST
 DQ0739'OF THE G.W. CLEVELAND RANCH HOME, 1.3 MILES WEST OF FARM ROAD
 DQ0739'1622, ON THE HIGHEST GROUND IN A PASTURE LEASED BY MR. J.G.
 DQ0739'CLEVELAND.
 DQ0739'
 DQ0739'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTH END OF
 DQ0739'MAIN STREET AND STATE HIGHWAY 83 IN DENVER CITY, GO WEST ON
 DQ0739'HIGHWAY 83 FOR 2.55 MILE TO A SIDE ROAD RIGHT, FARM ROAD
 DQ0739'1622, TURN RIGHT AND GO NORTH ON FARM ROAD 1622 FOR 1.6
 DQ0739'MILES TO A PAVED ROAD RIGHT AT THE SETTLEMENT OF ALLRED,
 DQ0739'CONTINUE NORTH ON THE FARM ROAD 5.7 MILES TO A CATTLE GUARD
 DQ0739'ON THE RIGHT AND A METAL WITNESS POST IN THE FENCE LINE ON THE
 DQ0739'LEFT AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE NORTH 0.45
 DQ0739'MILE TO THE RANCH HOME OF MR. G.W. CLEVELAND ON THE RIGHT AND
 DQ0739'A CATTLE GUARD ON THE LEFT, TURN LEFT ACROSS THE CATTLE
 DQ0739'GUARD AND GO WEST ON A GRAVELED RANCH ROAD FOR 1.0 MILE
 DQ0739'TO A FENCE AND CATTLE GUARD, CROSS THE CATTLE GUARD, TURN
 DQ0739'LEFT, AND GO SOUTH ALONG THE WEST SIDE OF THE FENCE 0.5
 DQ0739'MILE, TO ABOUT ON LINE WITH THE TWO WINDMILLS TO THE LEFT,
 DQ0739'THEN TURN RIGHT AND GO WEST-SOUTHWEST 0.3 MILE TO THE
 DQ0739'HIGHEST PART OF THE RIDGE AND THE STATION.
 DQ0739'
 DQ0739'THE STATION MARK IS A STANDARD DISK STAMPED GIBSON 1934,
 DQ0739'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5-INCHES.
 DQ0739'IT IS ON THE HIGHEST PART OF A LOW SOUTHWEST-NORTHEAST RIDGE.
 DQ0739'
 DQ0739'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GIBSON R.M. 1
 DQ0739'1934, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 DQ0739'IT IS EAST OF THE STATION, DISTANCES NOTED ABOVE.
 DQ0739'
 DQ0739'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GIBSON R.M. 2
 DQ0739'1934, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 DQ0739'IT IS SOUTH OF THE STATION, NEAR THE SOUTH EDGE OF THE RIDGE,
 DQ0739'DISTANCES NOTED ABOVE.
 DQ0739'
 DQ0739'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 DQ0739'GIBSON 1934 AZIMUTH, SET IN A SQUARE CONCRETE MONUMENT WHICH
 DQ0739'PROJECTS 6-INCHES.  IT IS 471 FEET WEST OF THE CENTER OF FARM
 DQ0739'ROAD 1622, AND ABOUT ON LINE BETWEEN TWO WINDMILLS - ONE
 DQ0739'MILL IS 1/4 MILE EAST OF THE ROAD AND THE OTHER MILL IS 1/2 MILE
 DQ0739'WEST OF THE ROAD.  IT IS 502 FEET WEST-NORTHWEST OF THE
 DQ0739'CENTER OF A CATTLE GUARD ON THE EAST SIDE OF THE ROAD, AND 441
 DQ0739'FEET WEST OF A METAL WITNESS POST IN THE WEST RIGHT-OF-WAY
 DQ0739'FENCE LINE.
 DQ0739'
 DQ0739'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 DQ0739'10 MILES NW OF DENVER CITY
 DQ0739
 DQ0739                          STATION RECOVERY (1978)
 DQ0739
 DQ0739'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 DQ0739'GIBSON RECOVERED GOOD.
 DQ0739'
 DQ0739'NO. 1 AND 2 RECOVERED GOOD.
 DQ0739'
 DQ0739'AZIMUTH RECOVERED GOOD.
 DQ0739'
 DQ0739'NO DESCRIPTION AVAILABLE, NOT DIFFICULT TO FIND.
 DQ0739'
 DQ0739'DISTANCE AND DIRECTION FROM NEAREST TOWN--S. OF PLAINS.
 DQ0739
 DQ0739                          STATION RECOVERY (1997)
 DQ0739
 DQ0739'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (MJN)
 DQ0739'GIBSON 1934 IS GOOD.  GIBSON NO 1 IS GOOD.  GIBSON NO 2 IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1039 ***********************************************************************
 GK1039  DESIGNATION -  GIBSON
 GK1039  PID         -  GK1039
 GK1039  STATE/COUNTY-  TX/OCHILTREE
 GK1039  USGS QUAD   -  BARTON CREEK (1973)
 GK1039
 GK1039                         *CURRENT SURVEY CONTROL
 GK1039  ___________________________________________________________________
 GK1039* NAD 83(1993)-  36 05 58.80378(N)    100 33 47.05365(W)     ADJUSTED  
 GK1039* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 GK1039  ___________________________________________________________________
 GK1039  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 GK1039  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GK1039
 GK1039  HORZ ORDER  -  SECOND
 GK1039
 GK1039.The horizontal coordinates were established by classical geodetic methods
 GK1039.and adjusted by the National Geodetic Survey in February 1996..
 GK1039
 GK1039.The orthometric height was scaled from a topographic map.
 GK1039
 GK1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1039
 GK1039.The geoid height was determined by GEOID03.
 GK1039
 GK1039;                    North         East     Units Scale Factor Converg.
 GK1039;SPC TX N     - 1,233,337.058   284,367.779   MT  0.99998156   +0 32 34.7
 GK1039;SPC TX N     - 4,046,373.33    932,963.29   sFT  0.99998156   +0 32 34.7
 GK1039;UTM  14      - 3,996,134.121   359,296.268   MT  0.99984394   -0 55 16.0
 GK1039
 GK1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1039!SPC TX N     -   0.99986795  x   0.99998156  =   0.99984951
 GK1039!UTM  14      -   0.99986795  x   0.99984394  =   0.99971191
 GK1039
 GK1039:                Primary Azimuth Mark                     Grid Az
 GK1039:SPC TX N     -  GIBSON AZ MK                             114 16 28.2
 GK1039:UTM  14      -  GIBSON AZ MK                             115 44 18.9
 GK1039
 GK1039|---------------------------------------------------------------------|
 GK1039| PID    Reference Object                     Distance      Geod. Az  |
 GK1039|                                                           dddmmss.s |
 GK1039| CK9713 GIBSON AZ MK                                       1144902.9 |
 GK1039| CK9714 GIBSON RM 1                          14.804 METERS 11951     |
 GK1039| CK9715 GIBSON RM 2                          16.057 METERS 29459     |
 GK1039|---------------------------------------------------------------------|
 GK1039
 GK1039                          SUPERSEDED SURVEY CONTROL
 GK1039
 GK1039  NAD 83(1993)-  36 05 58.80410(N)    100 33 47.05355(W) AD(       ) 2
 GK1039  NAD 83(1986)-  36 05 58.81010(N)    100 33 47.04205(W) AD(       ) 2
 GK1039  NAD 27      -  36 05 58.67100(N)    100 33 45.53800(W) AD(       ) 2
 GK1039
 GK1039.Superseded values are not recommended for survey control.
 GK1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1039.See file dsdata.txt to determine how the superseded data were derived.
 GK1039
 GK1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5929696134(NAD 83)
 GK1039_MARKER: DS = TRIANGULATION STATION DISK
 GK1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1039
 GK1039  HISTORY     - Date     Condition        Report By
 GK1039  HISTORY     - 1952     MONUMENTED       CGS
 GK1039  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GK1039
 GK1039                          STATION DESCRIPTION
 GK1039
 GK1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK1039'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF CANADIAN,
 GK1039'1.4 MILES WEST OF THE LIPSCOMB-OCHILTREE COUNTY LINE, 47 FEET
 GK1039'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 83, 32 FEET EAST OF A
 GK1039'DRIVEWAY, 3-1/2 FEET NORTH OF A FENCE LINE, 4 FEET NORTHEAST
 GK1039'OF A WITNESS POST, AND ON THE HIGHWAY RIGHT-OF-WAY.
 GK1039'
 GK1039'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN
 GK1039'INTERSECTION IN CANADIAN--GO NORTHEAST ON U.S. HIGHWAY 60 AND
 GK1039'83 FOR 2.2 MILES TO A Y-FORK, TURN LEFT AND GO NORTHWEST ON
 GK1039'U.S. HIGHWAY 83 FOR 17.2 MILES TO THE AZIMUTH MARK ON THE
 GK1039'RIGHT.  CONTINUE NORTHWEST FOR 0.4 MILE TO THE STATION SITE ON
 GK1039'THE LEFT.
 GK1039'
 GK1039'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 GK1039'POSTS.
 GK1039'
 GK1039'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 GK1039'GIBSON 1952.
 GK1039'
 GK1039'REFERENCE MARK NO. 1 IS 50 FEET SOUTH OF THE CENTER LINE OF
 GK1039'U.S. HIGHWAY 83 AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 GK1039'PROJECTS 4 INCHES, AND THE DISK IS STAMPED GIBSON NO 1 1952.
 GK1039'
 GK1039'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE CENTER LINE OF
 GK1039'U.S. HIGHWAY 83, 2 FEET NORTH OF A FENCE LINE, AND 1 FOOT
 GK1039'NORTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES, AND
 GK1039'THE DISK IS STAMPED GIBSON NO 2 1952.
 GK1039'
 GK1039'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTER LINE OF U.S.
 GK1039'HIGHWAY 83, 3 FEET EAST OF A WITNESS POST, AND 1 FOOT SOUTH
 GK1039'OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 GK1039'STAMPED GIBSON 1952.
 GK1039
 GK1039                          STATION RECOVERY (1973)
 GK1039
 GK1039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SDC)
 GK1039'STATION WAS DESTROYED BY ROAD CONSTRUCTION.  BOTH R.M.S WERE
 GK1039'ALSO DESTROYED CONCRETE POSTS AND BRASS TABLETS FOUND IN
 GK1039'VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0967 ***********************************************************************
 CA0967  FBN         -  This is a Federal Base Network Control Station.
 CA0967  DESIGNATION -  GIBSON RESET
 CA0967  PID         -  CA0967
 CA0967  STATE/COUNTY-  TX/ERATH
 CA0967  USGS QUAD   -  CARLTON (1979)
 CA0967
 CA0967                         *CURRENT SURVEY CONTROL
 CA0967  ___________________________________________________________________
 CA0967* NAD 83(1993)-  31 56 37.20221(N)    098 12 10.42714(W)     ADJUSTED  
 CA0967* NAVD 88     -       422.7    (meters)    1387.     (feet)  GPS OBS   
 CA0967  ___________________________________________________________________
 CA0967  X           -    -772,992.061 (meters)                     COMP
 CA0967  Y           -  -5,362,273.082 (meters)                     COMP
 CA0967  Z           -   3,355,341.768 (meters)                     COMP
 CA0967  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 CA0967  ELLIP HEIGHT-         395.62  (meters)          (05/01/00) GPS OBS
 CA0967  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CA0967
 CA0967  HORZ ORDER  -  B
 CA0967  ELLP ORDER  -  THIRD     CLASS I
 CA0967
 CA0967.The horizontal coordinates were established by GPS observations
 CA0967.and adjusted by the National Geodetic Survey in May 1994..
 CA0967
 CA0967.The orthometric height was determined by GPS observations and a
 CA0967.high-resolution geoid model.
 CA0967
 CA0967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA0967
 CA0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0967
 CA0967.The ellipsoidal height was determined by GPS observations
 CA0967.and is referenced to NAD 83.
 CA0967
 CA0967.The geoid height was determined by GEOID03.
 CA0967
 CA0967;                    North         East     Units Scale Factor Converg.
 CA0967;SPC TXNC     - 2,030,757.814   628,092.991   MT  1.00005793   +0 09 43.3
 CA0967;SPC TXNC     - 6,662,577.93  2,060,668.42   sFT  1.00005793   +0 09 43.3
 CA0967;SPC TX C     - 3,254,359.365   901,425.725   MT  1.00001676   +1 05 50.3
 CA0967;SPC TX C     -10,677,010.68  2,957,427.57   sFT  1.00001676   +1 05 50.3
 CA0967;UTM  14      - 3,534,468.944   575,337.767   MT  0.99967000   +0 25 18.3
 CA0967
 CA0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0967!SPC TXNC     -   0.99993788  x   1.00005793  =   0.99999581
 CA0967!SPC TX C     -   0.99993788  x   1.00001676  =   0.99995464
 CA0967!UTM  14      -   0.99993788  x   0.99967000  =   0.99960790
 CA0967
 CA0967:                Primary Azimuth Mark                     Grid Az
 CA0967:SPC TXNC     -  STEPHENVILLE COURTHOUSE                  359 56 28.5
 CA0967:SPC TX C     -  STEPHENVILLE COURTHOUSE                  359 00 21.5
 CA0967:UTM  14      -  STEPHENVILLE COURTHOUSE                  359 40 53.5
 CA0967
 CA0967|---------------------------------------------------------------------|
 CA0967| PID    Reference Object                     Distance      Geod. Az  |
 CA0967|                                                           dddmmss.s |
 CA0967| CT1007 STEPHENVILLE COURTHOUSE             APPROX.30.7 KM 0000611.8 |
 CA0967| CV4087 GIBSON RM                            39.213 METERS 02247     |
 CA0967| CV4089 GIBSON RM 3                          34.336 METERS 06447     |
 CA0967| CA0968 GIBSON RM A                          33.960 METERS 08040     |
 CA0967| CV4086 GIBSON AZ MK                                       0922732.4 |
 CA0967| CT1014 DUBLIN STANDPIPE                    APPROX.21.4 KM 3200602.2 |
 CA0967| CA0969 PURVES MIDLAND TEL MICROWAVE        APPROX. 5.8 KM 3300226.0 |
 CA0967| CV4088 GIBSON RM 2                          31.772 METERS 35710     |
 CA0967|---------------------------------------------------------------------|
 CA0967
 CA0967                          SUPERSEDED SURVEY CONTROL
 CA0967
 CA0967  ELLIP H (05/09/94)  395.68   (m)                       GP(       ) 4 2
 CA0967  NAD 83(1986)-  31 56 37.20877(N)    098 12 10.40631(W) AD(       ) 1
 CA0967  NAD 27      -  31 56 36.67600(N)    098 12 09.26500(W) AD(       ) 1
 CA0967  NGVD 29 (07/19/86)  423.0    (m)         1388.     (f) VERT ANG       
 CA0967
 CA0967.Superseded values are not recommended for survey control.
 CA0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0967.See file dsdata.txt to determine how the superseded data were derived.
 CA0967
 CA0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA7533834469(NAD 83)
 CA0967_MARKER: DS = TRIANGULATION STATION DISK
 CA0967_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 CA0967_SP_SET: CLAY TILE IN CONCRETE
 CA0967_MARK LOGO: CGS   
 CA0967_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0967+STABILITY: SURFACE MOTION
 CA0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0967+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1998
 CA0967
 CA0967  HISTORY     - Date     Condition        Report By
 CA0967  HISTORY     - 1954     MONUMENTED       CGS
 CA0967  HISTORY     - 1954     GOOD             CGS
 CA0967  HISTORY     - 1955     GOOD             USGS
 CA0967  HISTORY     - 1959     GOOD             CGS
 CA0967  HISTORY     - 1967     GOOD             CGS
 CA0967  HISTORY     - 19930126 GOOD             NGS
 CA0967  HISTORY     - 19980213 GOOD             NGS
 CA0967
 CA0967                          STATION DESCRIPTION
 CA0967
 CA0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JL)
 CA0967'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  ALL
 CA0967'SURROUNDING FEATURES HAVE CHANGED, AND A REVISED DESCRIPTION IS AS
 CA0967'FOLLOWS.
 CA0967'
 CA0967'STATION IS ON THE OLD GOBSON FARM, ABOUT 2.5 MI. NW OF THE VILLAGE OF
 CA0967'CARLTON, AND ABOUT 150 FE. W OF THE CENTERLINE OF HIGHWAY 219.
 CA0967'STATION WAS MARKED BY A NAIL IN THE CENTER OF A 2 FT. LONG 4 IN. IN
 CA0967'DIAMETER TERRA COTTA PIPE FILLED WITH AND SET IN A CYLINDER OF
 CA0967'CONCRETE 18 IN. IN DIAMETER.  UNDERGROUND MARK IS 2 FT. BELOW THE
 CA0967'SURFACE OF THE GROUND.  THEO TOP OF THE MARK IS ABOUT 1 IN. BELOW THE
 CA0967'SURFACE.  A 12 IN. SQUARE BLOCK OF CONCRETE WAS CAST IN PLACE ON THE
 CA0967'TOP OF THE OLD MONUMENT, AND A STANDARD DISK, STAMPED GIBSON 1902-1954
 CA0967'WAS SET OVER THE CENTER OF THE MARK.  IT PROJECTS ABOUT 3 IN. ABOVE
 CA0967'THE GROUND.  THE MARK IS IN A CHICKEN PEN, 85 FT. SW OF THE GATE AND
 CA0967'TREE IN THE W RIGHT OF WAY FENCE, 18 FT. NW OF THE SE FENCE, AND 20
 CA0967'FT. NE OF THE SW FENCE ON PROPERTY NOW BELONGING TO J.B. FLOWERS OF
 CA0967'FORT WORTH.
 CA0967'
 CA0967'RREFERENCE MARK 2 IS A STANDARD DISK, STAMPED GIBSON NO 2 1902 1954
 CA0967'AND SET IN A CONCRETE MONUMENT N OF THE STATION, IN THE W RIGHT OF WAY
 CA0967'FENCE, 60 FT. NW OF THE GATE AND TREE IN THE FENCE LINE, AND PROJECTS
 CA0967'ABOUT 1 IN.
 CA0967'
 CA0967'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GIBSON 1902 1954 NO 3 AND
 CA0967'SET IN A CONCRETE MONUMENT IN THE W FENCE LINE, 50 FT. SE OF THE GATE
 CA0967'AND TREE, 40 FT. SE OF A SMALL TANK, AND PROJECTS ABOUT 2 IN.
 CA0967'
 CA0967'TO REACH FROM CARLTON, GO NW ON HIGHWAY 219 FOR 2.6 MI. TO THE TOP OF
 CA0967'THE DIVIDE AND THE FARMHOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 CA0967
 CA0967                          STATION RECOVERY (1954)
 CA0967
 CA0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 CA0967'RECOVERED IN GOOD CONDITION.
 CA0967
 CA0967                          STATION RECOVERY (1955)
 CA0967
 CA0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CA0967'RECOVERED BY USGS IN 1955.
 CA0967'STATION MARK--A USC AND GS STANDARD DISK STAMPED---GIBSON 1902 1954---
 CA0967'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 IN. ABOVE
 CA0967'GROUND, AND ABOVE THE TOP OF THE OLD CONCRETE CYLINDER WHICH CONTAINED
 CA0967'THE ORIGINAL MARK.
 CA0967
 CA0967                          STATION RECOVERY (1959)
 CA0967
 CA0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (KMB)
 CA0967'STATION AND REFERENCE MARKS NO. 2 AND REFERENCE MARK NO. 3 WERE
 CA0967'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CA0967'TO STATION SITE ARE CORRECT.
 CA0967
 CA0967                          STATION RECOVERY (1967)
 CA0967
 CA0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0967'STATION MARK, REFERENCE MARK 2 AND REFERENCE MARK 3 WERE RECOVERED
 CA0967'AND FOUND IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 CA0967'DATE.  A COMPLETE DESCRIPTION FOLLOWS.
 CA0967'
 CA0967'THE STATION IS ABOUT 12 MILES SOUTHEAST OF DUBLIN, 10 MILES WEST
 CA0967'SOUTHWEST OF HICO, 3 MILES NORTH NORTHWEST OF CARLTON AND ON PROPERTY
 CA0967'OWNED BY MR. W.M. IRWIN.
 CA0967'
 CA0967'TO REACH THE STTION FROM THE POST OFFICE IN CARLTON, GO NORTH
 CA0967'WESTERLY ON FARM ROAD 219 FOR 2.3 MILES TO A SIDE ROAD RIGHT.  (TURN
 CA0967'RIGHT AND GO NORTHERLY FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 CA0967'AND GO EASTERLY FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 CA0967'CONTINUE ON FARM ROAD 219 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 CA0967'
 CA0967'THE STATION MARK IS A STANDARD DISK, STAMPED GIBSON 1902 1954, SET
 CA0967'IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 CA0967'IT IS 148 FEET SOUTHWEST OF FARM ROAD 219, 143.5 FEET SOUTHEAST OF A
 CA0967'POWER LINE POLE, 114.4 FEET WEST OF A METAL WITNESS POST WITH SIGN
 CA0967'ATTACHED AND 64 FEET EAST OF A 18 INCH OAK TREE.
 CA0967'
 CA0967'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GIBSON NO 2 1902 1954,
 CA0967'SET IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 CA0967'WITH THE GROUND SURFACE.  IT IS 63 FEET EAST OF POWER LINE POLE, 61
 CA0967'FEET SOUTHWEST OF THE CENTER OF FARM ROAD 219 AND 22 FEET NORTHEAST OF
 CA0967'A 18 INCH OAK TREE.
 CA0967'
 CA0967'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GIBSON NO 3 1902 1954,
 CA0967'SET IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 CA0967'WITH THE GROUND SURFACE.  IT IS 59.5 FEET SOUTHWEST OF THE CENTER OF
 CA0967'FARM ROAD 219, 23 FEET NORTH OF A 18 INCH OAK TREE AND 3.0 FEET NORTH
 CA0967'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CA0967'
 CA0967'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GIBSON 1902 1954 1967,
 CA0967'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CA0967'4 INCHES.  IT IS 149 FEET NORTH OF A POWER LINE POLE, 10 FEET SOUTH
 CA0967'SOUTHEAST OF THE CENTER OF A GRADED ROAD AND 1 FOOT NORTH NORTHWEST OF
 CA0967'A WIRE FENCE.
 CA0967
 CA0967                          STATION RECOVERY (1993)
 CA0967
 CA0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CA0967'THE ORIGINAL SURFACE STATION MARK SET IN 1902 WAS RECOVERED IN GOOD
 CA0967'CONDITION.  THE DISK IN CONCRETE BLOCK SET OVER THE ORIGINAL STATION
 CA0967'WAS NOT RECOVERED.
 CA0967'STATION IS LOCATED ABOUT 20 KM (12.40 MI) SOUTHEAST OF DUBLIN, 16 KM
 CA0967'(9.95 MI) WEST-SOUTHWEST OF HICO, 4 KM (2.50 MI) NORTHWEST OF
 CA0967'CARLTON, ON A LOW RIDGE, IN A GRASSY YARD BETWEEN A PRIVATE RESIDENCE
 CA0967'AND A FOUR-BAY METAL BUILDING.  OWNERSHIP--JIMMIE HOGG, RTE 2, BOX
 CA0967'159A, DUBLIN, TX 76446.  PHONE IS 817-785-2870.  MR. HOGG LIVES IN
 CA0967'HOUSE AT STATION.  CONTACT IN ADVANCE.  DO NOT DRIVE IN YARD WHEN WET
 CA0967'WITHOUT PERMISSION.
 CA0967'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAYS 6
 CA0967'AND 220 IN HICO, GO SOUTH ON HIGHWAY 281 FOR 1.98 KM (1.25 MI) TO A
 CA0967'PAVED ROAD RIGHT.  BEAR RIGHT, SOUTHWEST, ON FARM ROAD 1744 FOR 15.14
 CA0967'KM (9.40 MI) TO THE JUNCTION OF FARM ROADS 219 AND 2823 IN CARLTON.
 CA0967'TURN RIGHT, WESTERLY, ON ROADS 219 AND 2823 FOR 0.31 KM (0.20 MI) TO
 CA0967'A PAVED ROAD RIGHT.  TURN RIGHT, NORTHWEST, ON ROAD 219 FOR 4.03 KM
 CA0967'(2.50 MI) TO TOP OF RISE, A SLIGHT ROAD CURVE TO THE RIGHT, AND A
 CA0967'DIRT DRIVE LEFT LEADING TO THE JIMMIE HOGG PAINT AND BODY SHOP.  TURN
 CA0967'LEFT THROUGH GATE, THEN RIGHT ON GRASS, THEN LEFT FOR A TOTAL OF 40 M
 CA0967'(131.2 FT) TO THE STATION IN THE MIDDLE OF THE YARD AT REAR OF
 CA0967'BUILDING.
 CA0967'STATION MARK IS A NAIL IN THE CENTER OF A 10 CM CONCRETE-FILLED
 CA0967'TERRA-COTTA PIPE SET IN THE MIDDLE OF AN 0.5 M (1.6 FT) CONCRETE POST
 CA0967'FLUSH WITH THE GROUND.  -USCG 1902- IS ETCHED INTO THE CONCRETE POST.
 CA0967'IT IS 45.8 M (150.3 FT) SOUTHWEST OF THE ROAD CENTER, 23.4 M
 CA0967'(76.8 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY
 CA0967'FENCE, 25.4 M (83.3 FT) SOUTH-SOUTHWEST OF A BRACED PIPE T-FENCE
 CA0967'CORNER POST, 10.9 M (35.8 FT) SOUTHEAST OF A FENCE SEPARATING THE
 CA0967'YARDS, 15.8 M (51.8 FT) SOUTH OF A UTILITY POLE WITH YARD LIGHT, 16.3
 CA0967'M (53.5 FT) WEST OF THE NORTH CORNER OF THE TAN METAL BUILDING, AND
 CA0967'15.4 M (50.5 FT) NORTH-NORTHEAST OF THE WEST CORNER OF THE BUILDING.
 CA0967
 CA0967                          STATION RECOVERY (1998)
 CA0967
 CA0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CA0967'RECOVERED AS DESCRIBED.  BY R.G. HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0968 ***********************************************************************
 CA0968  DESIGNATION -  GIBSON RM A
 CA0968  PID         -  CA0968
 CA0968  STATE/COUNTY-  TX/ERATH
 CA0968  USGS QUAD   -  CARLTON (1979)
 CA0968
 CA0968                         *CURRENT SURVEY CONTROL
 CA0968  ___________________________________________________________________
 CA0968* NAD 83(1993)-  31 56 37.38115(N)    098 12 09.15126(W)     ADJUSTED  
 CA0968* NAVD 88     -       422.6    (meters)    1386.     (feet)  VERTCON   
 CA0968  ___________________________________________________________________
 CA0968  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CA0968  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CA0968
 CA0968  HORZ ORDER  -  FIRST
 CA0968
 CA0968.The horizontal coordinates were established by classical geodetic methods
 CA0968.and adjusted by the National Geodetic Survey in February 1996..
 CA0968
 CA0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0968
 CA0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0968
 CA0968.The geoid height was determined by GEOID03.
 CA0968
 CA0968;                    North         East     Units Scale Factor Converg.
 CA0968;SPC TXNC     - 2,030,763.420   628,126.487   MT  1.00005791   +0 09 44.0
 CA0968;SPC TXNC     - 6,662,596.32  2,060,778.32   sFT  1.00005791   +0 09 44.0
 CA0968;SPC TX C     - 3,254,365.517   901,459.124   MT  1.00001678   +1 05 50.9
 CA0968;SPC TX C     -10,677,030.87  2,957,537.14   sFT  1.00001678   +1 05 50.9
 CA0968;UTM  14      - 3,534,474.700   575,371.225   MT  0.99967006   +0 25 19.0
 CA0968
 CA0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0968!SPC TXNC     -   0.99993790  x   1.00005791  =   0.99999581
 CA0968!SPC TX C     -   0.99993790  x   1.00001678  =   0.99995468
 CA0968!UTM  14      -   0.99993790  x   0.99967006  =   0.99960798
 CA0968
 CA0968:                Primary Azimuth Mark                     Grid Az
 CA0968:SPC TXNC     -  JANUARY                                  004 17 13.1
 CA0968:SPC TX C     -  JANUARY                                  003 21 06.2
 CA0968:UTM  14      -  JANUARY                                  004 01 38.1
 CA0968
 CA0968|---------------------------------------------------------------------|
 CA0968| PID    Reference Object                     Distance      Geod. Az  |
 CA0968|                                                           dddmmss.s |
 CA0968| CT1002 JANUARY                             APPROX.14.9 KM 0042657.1 |
 CA0968| CA0967 GIBSON RESET                         33.960 METERS 26040     |
 CA0968| CA0969 PURVES MIDLAND TEL MICROWAVE        APPROX. 5.8 KM 3294333.6 |
 CA0968|---------------------------------------------------------------------|
 CA0968
 CA0968                          SUPERSEDED SURVEY CONTROL
 CA0968
 CA0968  NAD 83(1986)-  31 56 37.38772(N)    098 12 09.13037(W) AD(       ) 1
 CA0968  NAD 27      -  31 56 36.85494(N)    098 12 07.98915(W) AD(       ) 1
 CA0968  NGVD 29 (07/19/86)  422.5    (m)         1386.     (f) VERT ANG       
 CA0968
 CA0968.Superseded values are not recommended for survey control.
 CA0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0968.See file dsdata.txt to determine how the superseded data were derived.
 CA0968
 CA0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA7537134475(NAD 83)
 CA0968_MARKER: DS = TRIANGULATION STATION DISK
 CA0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0968
 CA0968  HISTORY     - Date     Condition        Report By
 CA0968  HISTORY     - 1967     MONUMENTED       CGS
 CA0968  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CA0968
 CA0968                          STATION DESCRIPTION
 CA0968
 CA0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0968'TO REACH FROM CARLTON, GO NW ON HIGHWAY 219 FOR 2.6 MI. TO THE TOP
 CA0968'OF THE DIVIDE AND THE FARMHOUSE ON THE RIGHT AND THE STATION ON LEFT.
 CA0968'
 CA0968'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF DUBLIN, 10 MILES
 CA0968'WEST-SOUTHWEST OF HICO, 3 MILES NORTH-NORTHWEST OF CARLTON AND ON
 CA0968'LAND OWNED BY MR. W. M. IRWIN.
 CA0968'
 CA0968'THE STATION MARK IS A STANDARD DISK STAMPED GIBSON RM A 1967, SET
 CA0968'IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND IS 2 INCHES
 CA0968'BELOW THE SURFACE OF THE GROUND.  IT IS 28 FEET SOUTH OF A METAL
 CA0968'WITNESS POST SET IN A FENCE LINE AND 22 FEET EAST OF A LIVE OAK TREE.
 CA0968'
 CA0968'A TRAVERSE CONNECTIN WAS MADE TO STATION GIBSON 1902 1954.
 CA0968
 CA0968                          STATION RECOVERY (1999)
 CA0968
 CA0968'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0253 ***********************************************************************
 BM0253  DESIGNATION -  GIDDINGS 1
 BM0253  PID         -  BM0253
 BM0253  STATE/COUNTY-  TX/LEE
 BM0253  USGS QUAD   -  GIDDINGS (1988)
 BM0253
 BM0253                         *CURRENT SURVEY CONTROL
 BM0253  ___________________________________________________________________
 BM0253* NAD 83(1986)-  30 11 03.     (N)    096 56 19.     (W)     SCALED    
 BM0253* NAVD 88     -       154.25   (+/-2cm)     506.1    (feet)  VERTCON   
 BM0253  ___________________________________________________________________
 BM0253  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BM0253
 BM0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0253
 BM0253.The horizontal coordinates were scaled from a topographic map and have
 BM0253.an estimated accuracy of +/- 6 seconds.
 BM0253
 BM0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0253.The vertical order pertains to the NGVD 29 superseded value.
 BM0253
 BM0253.The geoid height was determined by GEOID03.
 BM0253
 BM0253;                    North         East    Units  Estimated Accuracy
 BM0253;SPC TX C     - 3,062,360.    1,026,880.      MT  (+/- 180 meters Scaled)
 BM0253
 BM0253                          SUPERSEDED SURVEY CONTROL
 BM0253
 BM0253  NGVD 29 (??/??/92)  154.197  (m)          505.89   (f) ADJ UNCH    2 0
 BM0253
 BM0253.Superseded values are not recommended for survey control.
 BM0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0253.See file dsdata.txt to determine how the superseded data were derived.
 BM0253
 BM0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU984409(NAD 83)
 BM0253_MARKER: DB = BENCH MARK DISK
 BM0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0253_SP_SET: BUILDING
 BM0253_STAMPING: GIDDINGS NO 1 1934
 BM0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0253+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 BM0253
 BM0253  HISTORY     - Date     Condition        Report By
 BM0253  HISTORY     - 1934     MONUMENTED       CGS
 BM0253  HISTORY     - 1938     GOOD             NGS
 BM0253  HISTORY     - 1987     GOOD             USPSQD
 BM0253  HISTORY     - 1991     GOOD             USPSQD
 BM0253  HISTORY     - 20060130 GOOD             USPSQD
 BM0253
 BM0253                          STATION DESCRIPTION
 BM0253
 BM0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BM0253'IN GIDDINGS.
 BM0253'AT GIDDINGS, LEE COUNTY, IN THE NORTHEAST CONCRETE CORNER OF THE
 BM0253'SOUTHERN AND PACIFIC RAILROAD (FORMERLY THE TEXAS AND NEW ORLEANS RR)
 BM0253'BAGGAGE BUILDING, 82 FEET EAST OF THE CENTERLINE OF THE TRACK, 7 YARDS
 BM0253'SOUTH OF THE CENTERLINE OF A DIRT ROAD, AND 2.5 FEET ABOVE GROUND. A
 BM0253'STANDARD DISK, STAMPED GIDDINGS NO 1 1934 AND SET VERTICALLY.
 BM0253
 BM0253                          STATION RECOVERY (1987)
 BM0253
 BM0253'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BM0253'RECOVERED IN GOOD CONDITION.
 BM0253
 BM0253                          STATION RECOVERY (1991)
 BM0253
 BM0253'RECOVERY NOTE BY US POWER SQUADRON 1991 (TLT)
 BM0253'RECOVERED IN GOOD CONDITION.
 BM0253
 BM0253                          STATION RECOVERY (2006)
 BM0253
 BM0253'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BM0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1038 ***********************************************************************
 BM1038  DESIGNATION -  GIDDINGS BRENHAM COT OIL CO TK
 BM1038  PID         -  BM1038
 BM1038  STATE/COUNTY-  TX/LEE
 BM1038  USGS QUAD   -  GIDDINGS (1988)
 BM1038
 BM1038                         *CURRENT SURVEY CONTROL
 BM1038  ___________________________________________________________________
 BM1038* NAD 83(1993)-  30 10 57.28195(N)    096 56 24.65178(W)     ADJUSTED  
 BM1038* NAVD 88     -                                                        
 BM1038  ___________________________________________________________________
 BM1038  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 BM1038  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BM1038
 BM1038  HORZ ORDER  -  THIRD
 BM1038
 BM1038.The horizontal coordinates were established by classical geodetic methods
 BM1038.and adjusted by the National Geodetic Survey in February 1996..
 BM1038
 BM1038
 BM1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1038
 BM1038.The geoid height was determined by GEOID03.
 BM1038
 BM1038;                    North         East     Units Scale Factor Converg.
 BM1038;SPC TX C     - 3,062,176.388 1,026,735.471   MT  0.99998306   +1 44 51.6
 BM1038;SPC TX C     -10,046,490.37  3,368,547.96   sFT  0.99998306   +1 44 51.6
 BM1038;SPC TXSC     - 4,262,114.460   798,363.732   MT  0.99997245   +1 00 32.9
 BM1038;SPC TXSC     -13,983,287.19  2,619,298.34   sFT  0.99997245   +1 00 32.9
 BM1038;UTM  14      - 3,340,809.551   698,321.382   MT  1.00008526   +1 02 09.3
 BM1038
 BM1038                          SUPERSEDED SURVEY CONTROL
 BM1038
 BM1038  NAD 83(1986)-  30 10 57.30105(N)    096 56 24.63587(W) AD(       ) 4
 BM1038  NAD 27      -  30 10 56.52300(N)    096 56 23.69800(W) AD(       ) 3
 BM1038
 BM1038.Superseded values are not recommended for survey control.
 BM1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1038.See file dsdata.txt to determine how the superseded data were derived.
 BM1038
 BM1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9832140810(NAD 83)
 BM1038_MARKER: 53 = ELEVATED TANK
 BM1038
 BM1038  HISTORY     - Date     Condition        Report By
 BM1038  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM1038
 BM1038                          STATION DESCRIPTION
 BM1038
 BM1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1038'THIS STATION IS THE BALL AT THE CENTER OF THE BRENHAM MANUFACTURING
 BM1038'CO. TANK.  IT IS LOCATED 1 BLOCK S OF THE MAIN STREET (TEXAS
 BM1038'ROUTE 20) ON E HEMPSTEAD STREET, 1/2 BLOCK E OF S COLDWELL
 BM1038'STREET, AND 150 FEET W OF THE SOUTHERN PACIFIC RAILROAD TRACK.
 BM1038'IT IS ABOUT 75 FEET HIGH, AND SUPPORTED BY THREE STEEL LEGS
 BM1038'PAINTED SILVER, WITH BLACK INTAKE PIPE.  IT WAS ERECTED ABOUT
 BM1038'1925, AND IS NOT VERY PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1036 ***********************************************************************
 BM1036  DESIGNATION -  GIDDINGS IMM LUTH CH SPIRE
 BM1036  PID         -  BM1036
 BM1036  STATE/COUNTY-  TX/LEE
 BM1036  USGS QUAD   -  GIDDINGS (1988)
 BM1036
 BM1036                         *CURRENT SURVEY CONTROL
 BM1036  ___________________________________________________________________
 BM1036* NAD 83(1993)-  30 11 04.72836(N)    096 56 06.11837(W)     ADJUSTED  
 BM1036* NAVD 88     -                                                        
 BM1036  ___________________________________________________________________
 BM1036  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 BM1036  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BM1036
 BM1036  HORZ ORDER  -  THIRD
 BM1036
 BM1036.The horizontal coordinates were established by classical geodetic methods
 BM1036.and adjusted by the National Geodetic Survey in February 1996..
 BM1036
 BM1036
 BM1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1036
 BM1036.The geoid height was determined by GEOID03.
 BM1036
 BM1036;                    North         East     Units Scale Factor Converg.
 BM1036;SPC TX C     - 3,062,420.709 1,027,224.044   MT  0.99998255   +1 45 01.2
 BM1036;SPC TX C     -10,047,291.94  3,370,150.88   sFT  0.99998255   +1 45 01.2
 BM1036;SPC TXSC     - 4,262,352.460   798,855.409   MT  0.99997298   +1 00 42.0
 BM1036;SPC TXSC     -13,984,068.03  2,620,911.45   sFT  0.99997298   +1 00 42.0
 BM1036;UTM  14      - 3,341,047.808   698,813.003   MT  1.00008767   +1 02 18.9
 BM1036
 BM1036                          SUPERSEDED SURVEY CONTROL
 BM1036
 BM1036  NAD 83(1986)-  30 11 04.74738(N)    096 56 06.10241(W) AD(       ) 4
 BM1036  NAD 27      -  30 11 03.97000(N)    096 56 05.16200(W) AD(       ) 3
 BM1036
 BM1036.Superseded values are not recommended for survey control.
 BM1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1036.See file dsdata.txt to determine how the superseded data were derived.
 BM1036
 BM1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9881341048(NAD 83)
 BM1036_MARKER: 90 = CHURCH SPIRE
 BM1036
 BM1036  HISTORY     - Date     Condition        Report By
 BM1036  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM1036
 BM1036                          STATION DESCRIPTION
 BM1036
 BM1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1036'THIS STATION IS THE CENTER OF THE SPIRE OF THE IMMANUEL LUTHERAN
 BM1036'CHURCH, IN GIDDINGS.  THE CHURCH IS LOCATED AT THE NW CORNER OF
 BM1036'THE INTERSECTION OF E HOUSTON AND N LEON STREETS, 2 BLOCKS N
 BM1036'OF TEXAS ROUTE 20, AND 1 BLOCK E OF U.S. HIGHWAY 77 AND TEXAS
 BM1036'ROUTE 20, AND 1 BLOCK E OF U.S. HIGHWAY 77 AND TEXAS
 BM1036'ROUTE 21.  THE CHURCH IS A WHITE FRAME BUILDING, WITH SPIRE OVER
 BM1036'THE S ENTRANCE.  THE BELFRY HAS A GOTHIC ARCH WINDOW IN EACH
 BM1036'SIDE.  THE SPIRE IS PAINTED GRAY AND COVERED WITH TIN ROOFING,
 BM1036'WITH SPEARED COLUMNS AT EACH CORNER.  THE CHURCH WHICH WAS
 BM1036'ERECTED IN 1901, IS ABOUT 60 FEET HIGH, AND NOT VERY PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1033 ***********************************************************************
 BM1033  DESIGNATION -  GIDDINGS LEE COUNTY COURTHOUSE
 BM1033  PID         -  BM1033
 BM1033  STATE/COUNTY-  TX/LEE
 BM1033  USGS QUAD   -  GIDDINGS (1988)
 BM1033
 BM1033                         *CURRENT SURVEY CONTROL
 BM1033  ___________________________________________________________________
 BM1033* NAD 83(1993)-  30 10 53.09537(N)    096 56 13.57270(W)     ADJUSTED  
 BM1033* NAVD 88     -                                                        
 BM1033  ___________________________________________________________________
 BM1033  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 BM1033  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BM1033
 BM1033  HORZ ORDER  -  THIRD
 BM1033
 BM1033.The horizontal coordinates were established by classical geodetic methods
 BM1033.and adjusted by the National Geodetic Survey in February 1996..
 BM1033
 BM1033
 BM1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1033
 BM1033.The geoid height was determined by GEOID03.
 BM1033
 BM1033;                    North         East     Units Scale Factor Converg.
 BM1033;SPC TX C     - 3,062,056.575 1,027,035.657   MT  0.99998335   +1 44 57.3
 BM1033;SPC TX C     -10,046,097.28  3,369,532.82   sFT  0.99998335   +1 44 57.3
 BM1033;SPC TXSC     - 4,261,990.789   798,662.345   MT  0.99997215   +1 00 38.3
 BM1033;SPC TXSC     -13,982,881.45  2,620,278.04   sFT  0.99997215   +1 00 38.3
 BM1033;UTM  14      - 3,340,686.005   698,620.087   MT  1.00008672   +1 02 14.8
 BM1033
 BM1033                          SUPERSEDED SURVEY CONTROL
 BM1033
 BM1033  NAD 83(1986)-  30 10 53.11448(N)    096 56 13.55671(W) AD(       ) 4
 BM1033  NAD 27      -  30 10 52.33400(N)    096 56 12.61700(W) AD(       ) 3
 BM1033
 BM1033.Superseded values are not recommended for survey control.
 BM1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1033.See file dsdata.txt to determine how the superseded data were derived.
 BM1033
 BM1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9862040686(NAD 83)
 BM1033_MARKER: 55 = TOWER
 BM1033
 BM1033  HISTORY     - Date     Condition        Report By
 BM1033  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM1033  HISTORY     - 1943     GOOD             CGS
 BM1033
 BM1033                          STATION DESCRIPTION
 BM1033
 BM1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1033'THIS STATION IS THE CENTER OF THE CLOCK TOWER OF THE LEE COUNTY
 BM1033'COURTHOUSE.  THE COURTHOUSE IS BUILT OF RED BRICK WITH A WHITE
 BM1033'BORDER.  THE TOWER IS SQUARE WITH THREE ARCHED WINDOWS AND A CLOCK
 BM1033'FACE IN EACH SIDE.  THERE IS A FLAGPOLE WITH LIGHT ON TOP
 BM1033'PROJECTING FROM THE CENTER OF THE TOWER.  THE COURTHOUSE IS IN
 BM1033'THE MIDDLE OF A SQUARE, LOCATED 1 BLOCK S OF THE MAIN STREET
 BM1033'(TEXAS ROUTE 20).  IT WAS ERECTED IN 1898 AND IS VERY
 BM1033'PROMINENT.  THERE IS A U.S.C. AND G. SURVEY BENCH MARK G-311,
 BM1033'1935, SET IN THE TOP STEP AT THE NW ENTRANCE TO THE COURTHOUSE.
 BM1033
 BM1033                          STATION RECOVERY (1943)
 BM1033
 BM1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1033'THIS INTERSECTION STATION IS THE LEE COUNTY COURTHOUSE LOCATED
 BM1033'ON THE E SIDE OF U.S. HIGHWAY 77, 1 BLOCK S OF THE INTERSECTION
 BM1033'OF 77 AND 290.  IT IS A THREE-STORY BROWN BRICK BUILDING WITH A
 BM1033'SHORT SQUARE TOWER PROJECTING FROM THE CENTER OF THE ROOF.
 BM1033'STATION IS THE FLAGPOLE IN THE CENTER OF THE TOWER.  HEIGHT IS
 BM1033'ABOUT 85 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1034 ***********************************************************************
 BM1034  DESIGNATION -  GIDDINGS MARTIN LUTHER CH
 BM1034  PID         -  BM1034
 BM1034  STATE/COUNTY-  TX/LEE
 BM1034  USGS QUAD   -  GIDDINGS (1988)
 BM1034
 BM1034                         *CURRENT SURVEY CONTROL
 BM1034  ___________________________________________________________________
 BM1034* NAD 83(1993)-  30 11 13.71588(N)    096 56 11.74992(W)     ADJUSTED  
 BM1034* NAVD 88     -                                                        
 BM1034  ___________________________________________________________________
 BM1034  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 BM1034  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BM1034
 BM1034  HORZ ORDER  -  THIRD
 BM1034
 BM1034.The horizontal coordinates were established by classical geodetic methods
 BM1034.and adjusted by the National Geodetic Survey in February 1996..
 BM1034
 BM1034
 BM1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1034
 BM1034.The geoid height was determined by GEOID03.
 BM1034
 BM1034;                    North         East     Units Scale Factor Converg.
 BM1034;SPC TX C     - 3,062,692.729 1,027,065.013   MT  0.99998193   +1 44 58.3
 BM1034;SPC TX C     -10,048,184.40  3,369,629.13   sFT  0.99998193   +1 44 58.3
 BM1034;SPC TXSC     - 4,262,626.505   798,699.898   MT  0.99997363   +1 00 39.2
 BM1034;SPC TXSC     -13,984,967.13  2,620,401.25   sFT  0.99997363   +1 00 39.2
 BM1034;UTM  14      - 3,341,321.811   698,657.346   MT  1.00008691   +1 02 16.3
 BM1034
 BM1034                          SUPERSEDED SURVEY CONTROL
 BM1034
 BM1034  NAD 83(1986)-  30 11 13.73489(N)    096 56 11.73415(W) AD(       ) 4
 BM1034  NAD 27      -  30 11 12.95900(N)    096 56 10.80400(W) AD(       ) 3
 BM1034
 BM1034.Superseded values are not recommended for survey control.
 BM1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1034.See file dsdata.txt to determine how the superseded data were derived.
 BM1034
 BM1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9865741322(NAD 83)
 BM1034_MARKER: 90 = CHURCH SPIRE
 BM1034
 BM1034  HISTORY     - Date     Condition        Report By
 BM1034  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM1034
 BM1034                          STATION DESCRIPTION
 BM1034
 BM1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1034'THIS INTERSECTION STATION IS THE MARTIN LUTHER CHURCH WHICH IS
 BM1034'LOCATED ON THE NORTHERLY SIDE OF TOWN, ON THE WESTERLY SIDE OF
 BM1034'U.S. HIGHWAY 77, JUST S OF THE RAILROAD OVERPASS.  THE CHURCH IS
 BM1034'A WHITE FRAME BUILDING WITH A SQUARE METAL-COVERED SPIRE ON THE
 BM1034'E END.  HEIGHT IS APPROXIMATELY 60 FEET.  POINT OBSERVED UPON WAS
 BM1034'THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1037 ***********************************************************************
 BM1037  DESIGNATION -  GIDDINGS MUNICIPAL TANK
 BM1037  PID         -  BM1037
 BM1037  STATE/COUNTY-  TX/LEE
 BM1037  USGS QUAD   -  GIDDINGS (1988)
 BM1037
 BM1037                         *CURRENT SURVEY CONTROL
 BM1037  ___________________________________________________________________
 BM1037* NAD 83(1993)-  30 11 06.44017(N)    096 56 28.73722(W)     ADJUSTED  
 BM1037* NAVD 88     -                                                        
 BM1037  ___________________________________________________________________
 BM1037  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 BM1037  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BM1037
 BM1037  HORZ ORDER  -  THIRD
 BM1037
 BM1037.The horizontal coordinates were established by classical geodetic methods
 BM1037.and adjusted by the National Geodetic Survey in February 1996..
 BM1037
 BM1037
 BM1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1037
 BM1037.The geoid height was determined by GEOID03.
 BM1037
 BM1037;                    North         East     Units Scale Factor Converg.
 BM1037;SPC TX C     - 3,062,454.930 1,026,617.630   MT  0.99998243   +1 44 49.5
 BM1037;SPC TX C     -10,047,404.22  3,368,161.34   sFT  0.99998243   +1 44 49.5
 BM1037;SPC TXSC     - 4,262,394.495   798,249.492   MT  0.99997311   +1 00 30.9
 BM1037;SPC TXSC     -13,984,205.94  2,618,923.54   sFT  0.99997311   +1 00 30.9
 BM1037;UTM  14      - 3,341,089.564   698,206.998   MT  1.00008470   +1 02 07.6
 BM1037
 BM1037                          SUPERSEDED SURVEY CONTROL
 BM1037
 BM1037  NAD 83(1986)-  30 11 06.45934(N)    096 56 28.72111(W) AD(       ) 4
 BM1037  NAD 27      -  30 11 05.68200(N)    096 56 27.76900(W) AD(       ) 3
 BM1037
 BM1037.Superseded values are not recommended for survey control.
 BM1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1037.See file dsdata.txt to determine how the superseded data were derived.
 BM1037
 BM1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9820741090(NAD 83)
 BM1037_MARKER: 53 = ELEVATED TANK
 BM1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1037+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2004
 BM1037
 BM1037  HISTORY     - Date     Condition        Report By
 BM1037  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM1037  HISTORY     - 1943     GOOD             CGS
 BM1037  HISTORY     - 20040818 GOOD             USPSQD
 BM1037
 BM1037                          STATION DESCRIPTION
 BM1037
 BM1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1037'THIS STATION IS THE CENTER OF THE MUNICIPAL TANK IN GIDDINGS,
 BM1037'LOCATED IN THE NW PART OF TOWN, ABOUT 150 FEET N OF THE SOUTHERN
 BM1037'PACIFIC RAILROAD (H. AND T.C. LINE).  IT IS 1 BLOCK W OF THE
 BM1037'RAILROAD STATION AND 1 BLOCK N OF TEXAS ROUTE 20.  THE TANK IS
 BM1037'125 FEET HIGH, SUPPORTED BY FOUR GIRDER LEGS, WITH AN 8-INCH
 BM1037'INTAKE PIPE, AND IS PAINTED SILVER.  THE TANK WAS ERECTED IN
 BM1037'1925 AND IS VERY PROMINENT.
 BM1037
 BM1037                          STATION RECOVERY (1943)
 BM1037
 BM1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1037'THIS INTERSECTION STATION IS THE MUNICIPAL WATER TANK OF GIDDINGS
 BM1037'AND IS LOCATED IN THE WESTERLY PART OF TOWN JUST N OF THE
 BM1037'RAILROAD.  TANK IS SUPPORTED ON FOUR STRUCTURAL STEEL LEGS AND IS
 BM1037'PAINTED ALUMINUM.  THE POINT OBSERVED UPON WAS THE FINIAL.
 BM1037
 BM1037                          STATION RECOVERY (2004)
 BM1037
 BM1037'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BM1037'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1035 ***********************************************************************
 BM1035  DESIGNATION -  GIDDINGS PRESBYTERIAN CH SPIRE
 BM1035  PID         -  BM1035
 BM1035  STATE/COUNTY-  TX/LEE
 BM1035  USGS QUAD   -  GIDDINGS (1988)
 BM1035
 BM1035                         *CURRENT SURVEY CONTROL
 BM1035  ___________________________________________________________________
 BM1035* NAD 83(1993)-  30 10 54.78340(N)    096 56 10.55634(W)     ADJUSTED  
 BM1035* NAVD 88     -                                                        
 BM1035  ___________________________________________________________________
 BM1035  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 BM1035  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BM1035
 BM1035  HORZ ORDER  -  THIRD
 BM1035
 BM1035.The horizontal coordinates were established by classical geodetic methods
 BM1035.and adjusted by the National Geodetic Survey in February 1996..
 BM1035
 BM1035
 BM1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1035
 BM1035.The geoid height was determined by GEOID03.
 BM1035
 BM1035;                    North         East     Units Scale Factor Converg.
 BM1035;SPC TX C     - 3,062,110.994 1,027,114.727   MT  0.99998323   +1 44 58.9
 BM1035;SPC TX C     -10,046,275.82  3,369,792.23   sFT  0.99998323   +1 44 58.9
 BM1035;SPC TXSC     - 4,262,044.183   798,742.109   MT  0.99997227   +1 00 39.8
 BM1035;SPC TXSC     -13,983,056.62  2,620,539.74   sFT  0.99997227   +1 00 39.8
 BM1035;UTM  14      - 3,340,739.443   698,699.836   MT  1.00008712   +1 02 16.4
 BM1035
 BM1035                          SUPERSEDED SURVEY CONTROL
 BM1035
 BM1035  NAD 83(1986)-  30 10 54.80255(N)    096 56 10.54002(W) AD(       ) 4
 BM1035  NAD 27      -  30 10 54.02400(N)    096 56 09.60300(W) AD(       ) 3
 BM1035
 BM1035.Superseded values are not recommended for survey control.
 BM1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1035.See file dsdata.txt to determine how the superseded data were derived.
 BM1035
 BM1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9870040739(NAD 83)
 BM1035_MARKER: 90 = CHURCH SPIRE
 BM1035
 BM1035  HISTORY     - Date     Condition        Report By
 BM1035  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM1035
 BM1035                          STATION DESCRIPTION
 BM1035
 BM1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1035'THIS STATION IS THE CENTER OF THE SPIRE OF PRESBYTERIAN CHURCH.
 BM1035'THE CHURCH IS LOCATED AT THE NE CORNER OF THE INTERSECTION OF E
 BM1035'HEMPSTEAD AND S GRIMES STREETS.  THE BUILDING IS WOODEN STRUCTURE
 BM1035'WITH A SPIRE OVER THE ENTRANCE AT SW CORNER.  THE SPIRE WHICH IS
 BM1035'PAINTED GRAY AND COVERED WITH TIN, IS ABOUT 60 FEET HIGH.  DATE
 BM1035'OF CONSTRUCTION NOT KNOWN.  IT IS NOT VERY PROMINENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1077 ***********************************************************************
 BM1077  PACS        -  This is a Primary Airport Control Station.
 BM1077  DESIGNATION -  GIDDPORT AZ MK
 BM1077  PID         -  BM1077
 BM1077  STATE/COUNTY-  TX/LEE
 BM1077  USGS QUAD   -  GIDDINGS (1988)
 BM1077
 BM1077                         *CURRENT SURVEY CONTROL
 BM1077  ___________________________________________________________________
 BM1077* NAD 83(1993)-  30 10 27.55384(N)    096 58 49.49342(W)     ADJUSTED  
 BM1077* NAVD 88     -       146.46   (meters)     480.5    (feet)  GPS OBS   
 BM1077  ___________________________________________________________________
 BM1077  X           -    -670,684.636 (meters)                     COMP
 BM1077  Y           -  -5,477,767.081 (meters)                     COMP
 BM1077  Z           -   3,187,154.483 (meters)                     COMP
 BM1077  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 BM1077  ELLIP HEIGHT-         119.97  (meters)          (10/24/00) GPS OBS
 BM1077  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BM1077
 BM1077  HORZ ORDER  -  B
 BM1077  ELLP ORDER  -  FOURTH    CLASS II
 BM1077
 BM1077.This mark is at Giddings-Lee Co (62H) Airport (62H)
 BM1077
 BM1077.The horizontal coordinates were established by GPS observations
 BM1077.and adjusted by the National Geodetic Survey in February 1996..
 BM1077
 BM1077.The orthometric height was determined by GPS observations and a
 BM1077.high-resolution geoid model.
 BM1077
 BM1077.GPS derived orthometric heights for airport stations designated as
 BM1077.PACS or SACS are published to 2 decimal places.  This maintains
 BM1077.centimeter relative accuracy between the PACS and SACS.  It does
 BM1077.not indicate centimeter accuracy relative to other marks which are
 BM1077.part of the NAVD 88 network.
 BM1077
 BM1077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BM1077
 BM1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1077
 BM1077.The ellipsoidal height was determined by GPS observations
 BM1077.and is referenced to NAD 83.
 BM1077
 BM1077.The geoid height was determined by GEOID03.
 BM1077
 BM1077;                    North         East     Units Scale Factor Converg.
 BM1077;SPC TX C     - 3,061,143.922 1,022,890.022   MT  0.99998511   +1 43 37.0
 BM1077;SPC TX C     -10,043,103.02  3,355,931.68   sFT  0.99998511   +1 43 37.0
 BM1077;UTM  14      - 3,339,824.834   694,463.052   MT  1.00006656   +1 00 55.5
 BM1077
 BM1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1077!SPC TX C     -   0.99998116  x   0.99998511  =   0.99996627
 BM1077!UTM  14      -   0.99998116  x   1.00006656  =   1.00004772
 BM1077
 BM1077:                Primary Azimuth Mark                     Grid Az
 BM1077:SPC TX C     -  GIDDPORT                                 171 14 14.1
 BM1077:UTM  14      -  GIDDPORT                                 171 56 55.6
 BM1077
 BM1077|---------------------------------------------------------------------|
 BM1077| PID    Reference Object                     Distance      Geod. Az  |
 BM1077|                                                           dddmmss.s |
 BM1077| BM1074 GIDDPORT                            437.572 METERS 1725751.1 |
 BM1077|---------------------------------------------------------------------|
 BM1077
 BM1077                          SUPERSEDED SURVEY CONTROL
 BM1077
 BM1077  ELLIP H (02/20/96)  120.02   (m)                       GP(       ) 1 1
 BM1077  NAD 83(1993)-  30 10 27.55372(N)    096 58 49.48884(W) AD(       ) 3
 BM1077  ELLIP H (02/16/96)  120.01   (m)                       GP(       ) 5 1
 BM1077  ELLIP H (01/21/93)  119.60   (m)                       GP(       ) 4 2
 BM1077  NAD 83(1986)-  30 10 27.56794(N)    096 58 49.47983(W) AD(       ) 3
 BM1077  NAD 83(1986)-  30 10 27.56846(N)    096 58 49.48252(W) AD(       ) 3
 BM1077  NGVD 29 (06/12/91)  146.1    (m)          479.     (f) GPS OBS        
 BM1077
 BM1077.Superseded values are not recommended for survey control.
 BM1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1077.See file dsdata.txt to determine how the superseded data were derived.
 BM1077
 BM1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9446339825(NAD 83)
 BM1077_MARKER: I = METAL ROD
 BM1077_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM1077_SP_SET: OBJECT DRIVEN INTO GROUND
 BM1077_STAMPING: GIDDPORT AZ MK 1987
 BM1077_MARK LOGO: NGS   
 BM1077_MAGNETIC: I = MARKER IS A STEEL ROD
 BM1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1077+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 BM1077
 BM1077  HISTORY     - Date     Condition        Report By
 BM1077  HISTORY     - 1987     MONUMENTED       NGS
 BM1077  HISTORY     - 19950224 GOOD             NGS
 BM1077
 BM1077                          STATION DESCRIPTION
 BM1077
 BM1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BM1077'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI)
 BM1077'NORTH OF WINCHESTER, 16.1 KM (10.0 MI) EAST-SOUTHEAST OF PAIGE, 4.8
 BM1077'KM (3.0 MI) WEST OF GEDDINGS AND AT THE GIDDINGS-LEE COUNTY AIRPORT.
 BM1077'OWNERSHIP--LEE COUNTY, C/O CHUCK WHELAN, ROUTE 1 BOX 104F, GEDDINGS
 BM1077'TX 78942, PHONE 409-542-5987.
 BM1077'
 BM1077'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 290
 BM1077'IN GEDDINGS, GO WEST ON U.S. HIGHWAY 290 FOR 3.5 KM (2.2 MI) TO
 BM1077'COUNTY ROAD 205 ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 1.0 KM
 BM1077'(0.65 MI) TO A DIRT ROAD ON THE LEFT, TURN LEFT ON COUNTY ROAD 206
 BM1077'FOR 0.6 KM (0.4 MI) TO A FORK, BEAR LEFT FOR 0.2 KM (0.15 MI), THEN
 BM1077'TURN RIGHT IN GRASS AND GO NORTH FOR 0.2 KM (0.1 MI) TO THE
 BM1077'ADMINISTRATION OFFICE AT BEACON.  TURN LEFT AND GO WEST FOR 0.1 KM
 BM1077'(0.05 MI) TO STATION GIDDPORT AT TETRAHEDRON, CONTINUE NORTH ALONG
 BM1077'RUNWAY FOR 0.4 KM (0.25 MI) TO THE STATION AS DESCRIBED.
 BM1077'
 BM1077'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BM1077'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE 3 FEET LONG
 BM1077'FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A LOGO
 BM1077'CAP STAMPED---GIDDPORT AZ MK 1987---, THE ROD IS RECESSED 1 CM
 BM1077'BELOW THE GROUND SURFACE.  LOCATED
 BM1077'50.0 METERS (164.0 FT) SOUTHEAST FROM THE NORTH END OF RUNWAY AT
 BM1077'CENTERLINE,
 BM1077'45.7 METERS (149.9 FT) NORTH FROM A RUNWAY LIGHT NUMBER 11,
 BM1077'29.6 METERS (97.1 FT) WEST FROM A CABLE FENCE ALONG ENTRANCE ROAD,
 BM1077'18.0 METERS (59.1 FT) EAST FROM THE CENTERLINE OF RUNWAY AND
 BM1077'4.7 METERS (15.4 FT) SOUTHEAST FROM A RUNWAY LIGHT NUMBER 9.
 BM1077'
 BM1077'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 BM1077'
 BM1077'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BM1077'
 BM1077'DESCRIBED BY B.L. LAMBERT.
 BM1077
 BM1077                          STATION RECOVERY (1995)
 BM1077
 BM1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BM1077'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) EAST-SOUTHEAST OF
 BM1077'PAIGE, 4.8 KM (3.00 MI) WEST OF GIDDINGS AT THE GIDDINGS-LEE COUNTY
 BM1077'AIRPORT, NEAR THE NORTH END OF THE RUNWAY, AND SOUTH OF A TURN-AROUND.
 BM1077'OWNERSHIP--LEE COUNTY, 118 EAST RICHMAN, GIDDINGS, TX 78942.  TIM
 BM1077'KLEINSCHMIDT, MANAGER, PHONE 409 542-9602.  (NO OFFICE OCCUPIED ON
 BM1077'AIRPORT) TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 290
 BM1077'AND 77 IN GIDDINGS, GO WEST ON HIGHWAY 290 FOR 3.5 KM (2.15 MI) TO
 BM1077'COUNTY ROAD 205 ON THE LEFT.  TURN LEFT, SOUTHWEST, FOR 1.1 KM (0.70
 BM1077'MI) TO A PAVED ROAD ON THE LEFT (MARKED WITH AN AIRPORT SIGN) .  TURN
 BM1077'LEFT, SOUTH, FOR 0.25 KM (0.15 MI) AND THE MARK ON THE RIGHT.  THE
 BM1077'STATION IS 51.9 M (170.3 FT) SOUTH OF THE EAST 1 OF 8 RUNWAY END
 BM1077'LIGHTS, 45.9 M (150.6 FT) NORTH OF 2ND RUNWAY LIGHT SOUTH OF THE NORTH
 BM1077'RUNWAY END, 36.6 M (120.1 FT) WEST OF THE CENTER OF THE AIRPORT ROAD,
 BM1077'18.0 M (59.1 FT) EAST OF THE RUNWAY CENTER, 4.7 M (15.4 FT) SOUTHEAST
 BM1077'OF THE 1ST RUNWAY LIGHT, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 BM1077'RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BM1077'SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS. BY DEB NOTE--ACTUAL
 BM1077'ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1656 ***********************************************************************
 AB1656  DESIGNATION -  GIESE
 AB1656  PID         -  AB1656
 AB1656  STATE/COUNTY-  TX/CAMERON
 AB1656  USGS QUAD   -  SANTA ROSA (1982)
 AB1656
 AB1656                         *CURRENT SURVEY CONTROL
 AB1656  ___________________________________________________________________
 AB1656* NAD 83(1993)-  26 19 49.43319(N)    097 51 42.22001(W)     ADJUSTED  
 AB1656* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AB1656  ___________________________________________________________________
 AB1656  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 AB1656  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB1656
 AB1656  HORZ ORDER  -  SECOND
 AB1656
 AB1656.The horizontal coordinates were established by classical geodetic methods
 AB1656.and adjusted by the National Geodetic Survey in February 1996..
 AB1656
 AB1656.The orthometric height was scaled from a topographic map.
 AB1656
 AB1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1656
 AB1656.The geoid height was determined by GEOID03.
 AB1656
 AB1656;                    North         East     Units Scale Factor Converg.
 AB1656;SPC TX S     - 5,073,698.432   363,719.900   MT  0.99996279   +0 17 23.2
 AB1656;SPC TX S     -16,645,958.94  1,193,304.37   sFT  0.99996279   +0 17 23.2
 AB1656;UTM  14      - 2,912,774.729   613,599.648   MT  0.99975933   +0 30 17.8
 AB1656
 AB1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1656!SPC TX S     -   1.00000149  x   0.99996279  =   0.99996428
 AB1656!UTM  14      -   1.00000149  x   0.99975933  =   0.99976082
 AB1656
 AB1656:                Primary Azimuth Mark                     Grid Az
 AB1656:SPC TX S     -  RAYMONDVILLE ST HWY DEPT TWR             023 38 38.3
 AB1656:UTM  14      -  RAYMONDVILLE ST HWY DEPT TWR             023 25 43.7
 AB1656
 AB1656|---------------------------------------------------------------------|
 AB1656| PID    Reference Object                     Distance      Geod. Az  |
 AB1656|                                                           dddmmss.s |
 AB1656| AB1645 RAYMONDVILLE ST HWY DEPT TWR        APPROX.19.9 KM 0235601.5 |
 AB1656| AB1643 LYFORD GIN ASSN GRAIN ELEV          APPROX.11.1 KM 0394538.5 |
 AB1656| CV3216 GIESE RM 1                           30.847 METERS 07559     |
 AB1656| CV3217 GIESE RM 2                           20.569 METERS 20642     |
 AB1656| CV3215 GIESE AZ MK                                        2562538.8 |
 AB1656|---------------------------------------------------------------------|
 AB1656
 AB1656                          SUPERSEDED SURVEY CONTROL
 AB1656
 AB1656  NAD 83(1986)-  26 19 49.44198(N)    097 51 42.18340(W) AD(       ) 2
 AB1656  NAD 27      -  26 19 48.18760(N)    097 51 41.19150(W) AD(       ) 2
 AB1656
 AB1656.Superseded values are not recommended for survey control.
 AB1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1656.See file dsdata.txt to determine how the superseded data were derived.
 AB1656
 AB1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1360012775(NAD 83)
 AB1656_MARKER: DS = TRIANGULATION STATION DISK
 AB1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1656
 AB1656  HISTORY     - Date     Condition        Report By
 AB1656  HISTORY     - 1961     MONUMENTED       CGS
 AB1656  HISTORY     - 19910509 MARK NOT FOUND   USPSQD
 AB1656
 AB1656                          STATION DESCRIPTION
 AB1656
 AB1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1656'THE STATION IS ON THE EAST SIDE OF THE HIDALGO-CAMERON COUNTY
 AB1656'LINE ROAD, APPROXIMATELY 4-3/4 MILES WEST OF SEBASTIAN, 4-1/2
 AB1656'MILES NORTHEAST OF LA VILLA AND ON PROPERTY OWNED BY THE
 AB1656'GIESE BROTHERS.
 AB1656'
 AB1656'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROADS 88
 AB1656'AND 1422 APPROXIMATELY 1 MILE NORTH OF MONTE ALTO, GO EAST ON
 AB1656'FARM ROAD 1422 FOR 4.75 MILES TO A CROSSROAD.  TURN RIGHT,
 AB1656'SOUTH, ON FARM ROAD 491 FOR 2.85 MILES TO A DIRT ROAD STRAIGHT
 AB1656'AHEAD WHERE FARM ROAD 491 CURVES TO THE RIGHT.  CONTINUE
 AB1656'STRAIGHT AHEAD ON THE DIRT ROAD FOR 0.1 MILE TO A CROSSROAD.
 AB1656'TURN LEFT, EAST, ON A DIRT ROAD FOR 0.95 MILE TO A CROSSROAD.
 AB1656'TURN RIGHT, SOUTH, ON A SURFACED ROAD FOR 1.0 MILE TO A SIDE
 AB1656'ROAD ON THE LEFT.  TURN LEFT, EAST, ON A SURFACED ROAD FOR
 AB1656'0.3 MILE TO A SMALL CONCRETE BRIDGE OVER AN IRRIGATION DITCH
 AB1656'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE
 AB1656'SURFACED ROAD FOR 0.7 MILE TO A T-ROAD INTERSECTION.  TURN
 AB1656'LEFT, NORTH, ON A DIRT ROAD FOR 0.15 MILE TO A SMALL
 AB1656'WHITE HOUSE AND THE STATION ON THE RIGHT.
 AB1656'
 AB1656'STATION MARKS ARE STANDARD DISKS STAMPED GIESE 1961.  THE
 AB1656'SURFACE DISK IS SET IN A SQUARE CONCRETE POST APPROXIMATELY
 AB1656'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 127 FEET
 AB1656'SOUTH OF THE SOUTHWEST CORNER OF A LARGE METAL BUILDING, 57
 AB1656'FEET EAST OF THE CENTER OF THE DIRT ROAD, 40.5 FEET NORTH OF
 AB1656'THE CENTER OF THE DRIVEWAY AND 36.5 FEET WEST OF THE NORTHWEST
 AB1656'CORNER OF THE SMALL WHITE HOUSE.  THE UNDERGROUND DISK IS
 AB1656'SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 AB1656'SURFACE OF THE GROUND.
 AB1656'
 AB1656'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GIESE NO 1 1961,
 AB1656'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 AB1656'IT IS IN THE NORTHWEST CORNER OF THE LAWN, 36 FEET NORTHEAST OF
 AB1656'THE NORTHEAST CORNER OF THE PORCH.
 AB1656'
 AB1656'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GIESE NO 2 1961,
 AB1656'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AB1656'IT IS 25.5 FEET EAST OF THE CENTER OF THE DIRT ROAD, 1.8 FEET
 AB1656'WEST OF A METAL WITNESS POST AND 1.5 FEET NORTHEAST OF THE
 AB1656'NORTHWEST CORNER OF A FENCE.
 AB1656'
 AB1656'AZIMUTH MARK, A STANDARD DISK STAMPED GIESE 1961, IS CEMENTED
 AB1656'IN A DRILL HOLE IN THE CENTER OF THE NORTH END OF THE BRIDGE
 AB1656'OVER AN IRRIGATION DITCH.  IT IS 25 FEET NORTH OF THE CENTER
 AB1656'OF THE SURFACED ROAD, 6 FEET EAST OF A METAL WITNESS POST AND
 AB1656'2 FEET SOUTH OF THE NORTH EDGE OF THE BRIDGE.
 AB1656'
 AB1656'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AB1656'
 AB1656'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AB1656
 AB1656                          STATION RECOVERY (1991)
 AB1656
 AB1656'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1695 ***********************************************************************
 AB1695  DESIGNATION -  GIGANTE
 AB1695  PID         -  AB1695
 AB1695  STATE/COUNTY-  TX/BROOKS
 AB1695  USGS QUAD   -  JULIAN (1982)
 AB1695
 AB1695                         *CURRENT SURVEY CONTROL
 AB1695  ___________________________________________________________________
 AB1695* NAD 83(1993)-  26 47 59.45021(N)    097 59 48.56227(W)     ADJUSTED  
 AB1695* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 AB1695  ___________________________________________________________________
 AB1695  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AB1695  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AB1695
 AB1695  HORZ ORDER  -  SECOND
 AB1695
 AB1695.The horizontal coordinates were established by classical geodetic methods
 AB1695.and adjusted by the National Geodetic Survey in February 1996..
 AB1695
 AB1695.The orthometric height was scaled from a topographic map.
 AB1695
 AB1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1695
 AB1695.The geoid height was determined by GEOID03.
 AB1695
 AB1695;                    North         East     Units Scale Factor Converg.
 AB1695;SPC TX S     - 5,125,646.623   350,025.820   MT  0.99990092   +0 13 42.4
 AB1695;SPC TX S     -16,816,392.30  1,148,376.38   sFT  0.99990092   +0 13 42.4
 AB1695;UTM  14      - 2,964,660.393   599,709.063   MT  0.99972273   +0 27 08.4
 AB1695
 AB1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1695!SPC TX S     -   1.00000121  x   0.99990092  =   0.99990213
 AB1695!UTM  14      -   1.00000121  x   0.99972273  =   0.99972394
 AB1695
 AB1695:                Primary Azimuth Mark                     Grid Az
 AB1695:SPC TX S     -  GIGANTE AZ MK                            087 50 13.6
 AB1695:UTM  14      -  GIGANTE AZ MK                            087 36 47.6
 AB1695
 AB1695|---------------------------------------------------------------------|
 AB1695| PID    Reference Object                     Distance      Geod. Az  |
 AB1695|                                                           dddmmss.s |
 AB1695| CV3218 GIGANTE AZ MK                                      0880356.0 |
 AB1695| CV3220 GIGANTE RM 2                         44.620 METERS 09414     |
 AB1695| AB1696 JULIAN PUMP HUMBLE OIL CO TK        APPROX. 4.2 KM 0963631.8 |
 AB1695| CV3219 GIGANTE RM 1                         28.535 METERS 35932     |
 AB1695|---------------------------------------------------------------------|
 AB1695
 AB1695                          SUPERSEDED SURVEY CONTROL
 AB1695
 AB1695  NAD 83(1986)-  26 47 59.45994(N)    097 59 48.53107(W) AD(       ) 2
 AB1695  NAD 27      -  26 47 58.25300(N)    097 59 47.52340(W) AD(       ) 2
 AB1695
 AB1695.Superseded values are not recommended for survey control.
 AB1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1695.See file dsdata.txt to determine how the superseded data were derived.
 AB1695
 AB1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ9970964660(NAD 83)
 AB1695_MARKER: DS = TRIANGULATION STATION DISK
 AB1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1695
 AB1695  HISTORY     - Date     Condition        Report By
 AB1695  HISTORY     - 1961     MONUMENTED       CGS
 AB1695
 AB1695                          STATION DESCRIPTION
 AB1695
 AB1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1695'THE STATION IS APPROXIMATELY 10-1/2 MILES SOUTHEAST OF RACHEL,
 AB1695'1 MILE NORTH OF THE BROOKS-HIDALGO COUNTY LINE, 3/4 MILE WEST
 AB1695'OF THE BROOKS-KENEDY COUNTY LINE AND ON THE PROPERTY OF MR.
 AB1695'T.T. EAST OF HEBBRONVILLE.
 AB1695'
 AB1695'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AB1695'AND FARM ROAD 755 IN RACHEL, GO SOUTH ON HIGHWAY 281 FOR
 AB1695'6.3 MILES TO A SMALL WHITE HOUSE ON THE LEFT AND DOUBLE
 AB1695'ALUMINUM GATES JUST SOUTH OF THE HOUSE.  TURN LEFT, EASTERLY,
 AB1695'THROUGH THE GATE AND GO 6.5 MILES ON A BLACKTOP ROAD TO A
 AB1695'CATTLE GUARD.  CONTINUE EASTERLY ON THE ROAD FOR 0.8 MILE TO
 AB1695'THE TOP OF A SMALL RISE AND THE STATION ON THE RIGHT.
 AB1695'(CONTINUE EASTERLY ON THE ROAD FOR 0.2 MILE TO A SIDE ROAD
 AB1695'ON THE LEFT.  CONTINUE EASTERLY FOR 0.3 MILE TO THE AZIMUTH
 AB1695'MARK ON THE LEFT.)
 AB1695'
 AB1695'STATION MARKS ARE STANDARD DISKS STAMPED GIGANTE 1961.  THE
 AB1695'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AB1695'3 INCHES.  IT IS 55 FEET SOUTH OF THE CENTER OF THE BLACKTOP
 AB1695'ROAD AND 3.5 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 AB1695'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 AB1695'THE SURFACE OF THE GROUND.
 AB1695'
 AB1695'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GIGANTE NO 1
 AB1695'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8
 AB1695'INCHES.  IT IS 38.5 FEET NORTH OF THE CENTER OF THE ROAD.
 AB1695'
 AB1695'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GIGANTE NO 2
 AB1695'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AB1695'IT IS 62 FEET SOUTH OF THE CENTER OF THE ROAD.
 AB1695'
 AB1695'AZIMUTH MARK, A STANDARD DISK STAMPED GIGANTE 1961, IS SET
 AB1695'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 AB1695'40 FEET NORTH OF THE CENTER OF THE ROAD AND 1.5 FEET NORTHWEST
 AB1695'OF A METAL WITNESS POST.
 AB1695'
 AB1695'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG, TAPE TENSION.
 AB1695'
 AB1695'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1020 ***********************************************************************
 GK1020  DESIGNATION -  GIL
 GK1020  PID         -  GK1020
 GK1020  STATE/COUNTY-  TX/LIPSCOMB
 GK1020  USGS QUAD   -  BOOKER SE (1972)
 GK1020
 GK1020                         *CURRENT SURVEY CONTROL
 GK1020  ___________________________________________________________________
 GK1020* NAD 83(1993)-  36 17 46.62028(N)    100 31 44.18318(W)     ADJUSTED  
 GK1020* NAVD 88     -       844.3    (meters)    2770.     (feet)  VERTCON   
 GK1020  ___________________________________________________________________
 GK1020  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 GK1020  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GK1020
 GK1020  HORZ ORDER  -  SECOND
 GK1020
 GK1020.The horizontal coordinates were established by classical geodetic methods
 GK1020.and adjusted by the National Geodetic Survey in February 1996..
 GK1020
 GK1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1020
 GK1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1020
 GK1020.The geoid height was determined by GEOID03.
 GK1020
 GK1020;                    North         East     Units Scale Factor Converg.
 GK1020;SPC TX N     - 1,255,182.751   287,226.765   MT  1.00002830   +0 33 46.0
 GK1020;SPC TX N     - 4,118,045.41    942,343.14   sFT  1.00002830   +0 33 46.0
 GK1020;UTM  14      - 4,017,895.907   362,712.664   MT  0.99983223   -0 54 18.8
 GK1020
 GK1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1020!SPC TX N     -   0.99987187  x   1.00002830  =   0.99990017
 GK1020!UTM  14      -   0.99987187  x   0.99983223  =   0.99970412
 GK1020
 GK1020:                Primary Azimuth Mark                     Grid Az
 GK1020:SPC TX N     -  GIL AZ MK                                000 03 59.3
 GK1020:UTM  14      -  GIL AZ MK                                001 32 04.1
 GK1020
 GK1020|---------------------------------------------------------------------|
 GK1020| PID    Reference Object                     Distance      Geod. Az  |
 GK1020|                                                           dddmmss.s |
 GK1020| CK9716 GIL AZ MK                                          0003745.3 |
 GK1020| CK9719 GIL 2 AZ MK                                        0012841.1 |
 GK1020| CK9717 GIL RM 1                             16.865 METERS 09054     |
 GK1020| CK9718 GIL RM 2                              9.811 METERS 17924     |
 GK1020| GK1019 GIL 2                                13.625 METERS 26131     |
 GK1020|---------------------------------------------------------------------|
 GK1020
 GK1020                          SUPERSEDED SURVEY CONTROL
 GK1020
 GK1020  NAD 83(1993)-  36 17 46.62036(N)    100 31 44.18309(W) AD(       ) 2
 GK1020  NAD 83(1986)-  36 17 46.62657(N)    100 31 44.17171(W) AD(       ) 2
 GK1020  NAD 27      -  36 17 46.49600(N)    100 31 42.65700(W) AD(       ) 2
 GK1020  NGVD 29 (07/19/86)  844.0    (m)         2769.     (f) VERT ANG       
 GK1020
 GK1020.Superseded values are not recommended for survey control.
 GK1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1020.See file dsdata.txt to determine how the superseded data were derived.
 GK1020
 GK1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6271317896(NAD 83)
 GK1020_MARKER: DS = TRIANGULATION STATION DISK
 GK1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1020
 GK1020  HISTORY     - Date     Condition        Report By
 GK1020  HISTORY     - 1952     MONUMENTED       CGS
 GK1020  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GK1020
 GK1020                          STATION DESCRIPTION
 GK1020
 GK1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WKH)
 GK1020'THE STATION IS LOCATED ALONG THE WEST SIDE OF FARM ROAD 1265.
 GK1020'IT IS ABOUT 11 MILES AIRLINE SOUTH OF BOOKER, ABOUT 15 MILES
 GK1020'AIRLINE WEST-NORTHWEST OF LIPSCOMB, AND ABOUT 1 MILE EAST OF
 GK1020'THE OCHILTREE-LIPSCOMB COUNTY LINE.
 GK1020'
 GK1020'THE STATION IS 27-1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 GK1020'3-1/2 FEET EAST OF A WIRE FENCE, AND 75 FEET NORTH OF A FENCE
 GK1020'CORNER.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 GK1020'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  THE DISK IS
 GK1020'STAMPED--GIL 1952.
 GK1020'
 GK1020'REFERENCE MARK NUMBER ONE IS 27 FEET EAST OF THE CENTER LINE
 GK1020'OF THE ROAD, 2 FEET WEST OF A WIRE FENCE, AND ABOUT THE SAME
 GK1020'ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN THE
 GK1020'TOP OF A CONCRETE POST THAT IS 10-INCHES IN DIAMETER AND
 GK1020'PROJECTS 4 INCHES.  THE DISK IS STAMPED--GIL NO 1 1952.
 GK1020'
 GK1020'REFERENCE MARK NUMBER TWO IS 27 FEET WEST OF THE CENTER LINE
 GK1020'OF THE ROAD, 2 FEET EAST OF THE WIRE FENCE, AND ABOUT THE SAME
 GK1020'ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN THE
 GK1020'TOP OF A CONCRETE POST THAT IS 10-INCHES IN DIAMETER AND
 GK1020'PROJECTS 4 INCHES.  THE DISK IS STAMPED--GIL NO 2 1952.
 GK1020'
 GK1020'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER LINE OF THE ROAD,
 GK1020'15 FEET NORTH OF THE CENTER LINE OF A T-ROAD, AND 1-1/2 FEET
 GK1020'WEST OF A FENCE CORNER.  IT IS A STANDARD DISK SET IN THE TOP OF
 GK1020'A CONCRETE POST THAT IS 10-INCHES IN DIAMETER AND PROJECTS 8
 GK1020'INCHES.  THE DISK IS STAMPED--GIL 1952.  TO REACH THE MARK
 GK1020'FROM THE STATION GO NORTH ON THE ROAD FOR 0.8 MILE TO A
 GK1020'T-ROAD AND THE MARK ON THE RIGHT.
 GK1020'
 GK1020'TO REACH THE STATION FROM THE POST OFFICE IN BOOKER GO NORTH
 GK1020'FOR 0.1 MILE TO STATE HIGHWAY 117.  TURN RIGHT, EAST, AND GO
 GK1020'0.4 MILE TO FARM ROAD 1265.  TURN RIGHT, SOUTH, AND GO 10.6
 GK1020'MILES TO THE STATION ON THE RIGHT.
 GK1020'
 GK1020'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 GK1020
 GK1020                          STATION RECOVERY (1952)
 GK1020
 GK1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JL)
 GK1020'ALL MARKS WERE RECOVERED AS DESCRIBED.  DUE TO NEW HIGHWAY
 GK1020'CONSTRUCTION, ALL MARKS AT THIS STATION WERE DESTROYED AFTER
 GK1020'GIL 2 WAS ESTABLISHED IN THE NEAR VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1019 ***********************************************************************
 GK1019  DESIGNATION -  GIL 2
 GK1019  PID         -  GK1019
 GK1019  STATE/COUNTY-  TX/LIPSCOMB
 GK1019  USGS QUAD   -  BOOKER SE (1972)
 GK1019
 GK1019                         *CURRENT SURVEY CONTROL
 GK1019  ___________________________________________________________________
 GK1019* NAD 83(1993)-  36 17 46.55510(N)    100 31 44.72328(W)     ADJUSTED  
 GK1019* NAVD 88     -       844.23   (+/-2cm)    2769.8    (feet)  VERTCON   
 GK1019  ___________________________________________________________________
 GK1019  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 GK1019  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 GK1019
 GK1019  HORZ ORDER  -  SECOND
 GK1019  VERT ORDER  -  THIRD ? (See Below)
 GK1019
 GK1019.The horizontal coordinates were established by classical geodetic methods
 GK1019.and adjusted by the National Geodetic Survey in February 1996..
 GK1019
 GK1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1019.The vertical order pertains to the NGVD 29 superseded value.
 GK1019
 GK1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1019
 GK1019.The geoid height was determined by GEOID03.
 GK1019
 GK1019;                    North         East     Units Scale Factor Converg.
 GK1019;SPC TX N     - 1,255,180.610   287,213.308   MT  1.00002830   +0 33 45.6
 GK1019;SPC TX N     - 4,118,038.38    942,298.99   sFT  1.00002830   +0 33 45.6
 GK1019;UTM  14      - 4,017,894.112   362,699.160   MT  0.99983227   -0 54 19.1
 GK1019
 GK1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1019!SPC TX N     -   0.99987189  x   1.00002830  =   0.99990019
 GK1019!UTM  14      -   0.99987189  x   0.99983227  =   0.99970418
 GK1019
 GK1019:                Primary Azimuth Mark                     Grid Az
 GK1019:SPC TX N     -  GIL AZ MK                                000 38 59.1
 GK1019:UTM  14      -  GIL AZ MK                                002 07 03.8
 GK1019
 GK1019|---------------------------------------------------------------------|
 GK1019| PID    Reference Object                     Distance      Geod. Az  |
 GK1019|                                                           dddmmss.s |
 GK1019| CK9716 GIL AZ MK                                          0011244.7 |
 GK1019| CK9719 GIL 2 AZ MK                                        0020400.0 |
 GK1019| GK1020 GIL                                  13.625 METERS 08131     |
 GK1019| CK9720 GIL 2 RM 1                           39.570 METERS 08540     |
 GK1019| CK9721 GIL 2 RM 2                           19.650 METERS 18217     |
 GK1019|---------------------------------------------------------------------|
 GK1019
 GK1019                          SUPERSEDED SURVEY CONTROL
 GK1019
 GK1019  NAD 83(1993)-  36 17 46.55518(N)    100 31 44.72318(W) AD(       ) 2
 GK1019  NAD 83(1986)-  36 17 46.56139(N)    100 31 44.71180(W) AD(       ) 2
 GK1019  NAD 27      -  36 17 46.43100(N)    100 31 43.19700(W) AD(       ) 2
 GK1019  NGVD 29 (07/19/86)  843.88   (m)         2768.6    (f) LEVELING    3  
 GK1019
 GK1019.Superseded values are not recommended for survey control.
 GK1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1019.See file dsdata.txt to determine how the superseded data were derived.
 GK1019
 GK1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6269917894(NAD 83)
 GK1019_MARKER: DS = TRIANGULATION STATION DISK
 GK1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1019
 GK1019  HISTORY     - Date     Condition        Report By
 GK1019  HISTORY     - 1952     MONUMENTED       CGS
 GK1019
 GK1019                          STATION DESCRIPTION
 GK1019
 GK1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JL)
 GK1019'THIS STATION IS LOCATED ALONG THE WEST SIDE OF F.M. ROAD 1265.
 GK1019'IT IS ABOUT 11 MILES AIRLINE SOUTH OF BOOKER, AND ABOUT 1 MILE
 GK1019'EAST OF THE OCHILTREE-LIPSCOMB COUNTY LINE.  IT IS 21 YARDS
 GK1019'WEST OF THE CENTER-LINE OF THE ROAD, 66 FEET NORTH OF AN
 GK1019'EAST-WEST FENCE, ON A BARREN PASTURE HILL.  A STANDARD DISK
 GK1019'STAMPED GIL 2 1952 SET IN A CONCRETE MONUMENT WHICH PROJECTS
 GK1019'ABOUT 2 INCHES.
 GK1019'
 GK1019'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GIL 2 NO. 1
 GK1019'1952 SET IN A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 GK1019'IT IS 57 FEET EAST OF THE CENTER-LINE OF THE ROAD.
 GK1019'
 GK1019'REFERENCE NO. 2 IS A STANDARD DISK STAMPED GIL 2 NO. 2 1952
 GK1019'SET IN A CONCRETE MONUMENT PROJECTING ABOUT 1 INCH, 21 YARDS
 GK1019'WEST OF THE CENTER-LINE OF THE ROAD, 1-1/2 FEET NORTH OF THE
 GK1019'EAST-WEST FENCE.
 GK1019'
 GK1019'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GIL 2 1952, IN
 GK1019'A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 28 YARDS EAST
 GK1019'OF THE CENTER-LINE OF THE MAIN ROAD, 7 YARDS SOUTH OF THE
 GK1019'CENTER-LINE OF A RANCH ROAD AND 5 YARDS SOUTH OF A CATTLE GUARD,
 GK1019'ON A PASTURE HILL.
 GK1019'
 GK1019'TO REACH THE STATION FROM BOOKER.  GO EAST FROM THE DEPOT 0.4
 GK1019'MILE ON U.S. HIGHWAY 117.  THEN TURN RIGHT AND GO SOUTH ON
 GK1019'F.M. 1265 FOR 10.6 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5761 ***********************************************************************
 AW5761  DESIGNATION -  GILBERT
 AW5761  PID         -  AW5761
 AW5761  STATE/COUNTY-  TX/JEFFERSON
 AW5761  USGS QUAD   -  FANNETT WEST (1993)
 AW5761
 AW5761                         *CURRENT SURVEY CONTROL
 AW5761  ___________________________________________________________________
 AW5761* NAD 83(1993)-  29 57 01.89040(N)    094 21 36.81840(W)     ADJUSTED  
 AW5761* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AW5761  ___________________________________________________________________
 AW5761  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW5761  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW5761
 AW5761  HORZ ORDER  -  FIRST
 AW5761
 AW5761.The horizontal coordinates were established by classical geodetic methods
 AW5761.and adjusted by the National Geodetic Survey in February 1996..
 AW5761
 AW5761.The orthometric height was scaled from a topographic map.
 AW5761
 AW5761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5761
 AW5761.The geoid height was determined by GEOID03.
 AW5761
 AW5761;                    North         East     Units Scale Factor Converg.
 AW5761;SPC TXSC     - 4,243,527.819 1,047,743.352   MT  0.99992080   +2 16 23.1
 AW5761;SPC TXSC     -13,922,307.52  3,437,471.31   sFT  0.99992080   +2 16 23.1
 AW5761;SPC TX C     - 3,046,946.105 1,276,359.353   MT  1.00004849   +3 04 35.4
 AW5761;SPC TX C     - 9,996,522.35  4,187,522.31   sFT  1.00004849   +3 04 35.4
 AW5761;UTM  15      - 3,314,081.136   368,737.966   MT  0.99981258   -0 40 45.1
 AW5761
 AW5761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5761!SPC TXSC     -   1.00000321  x   0.99992080  =   0.99992401
 AW5761!SPC TX C     -   1.00000321  x   1.00004849  =   1.00005170
 AW5761!UTM  15      -   1.00000321  x   0.99981258  =   0.99981579
 AW5761
 AW5761:                Primary Azimuth Mark                     Grid Az
 AW5761:SPC TXSC     -  RED BARN STAFF                           142 51 32.2
 AW5761:SPC TX C     -  RED BARN STAFF                           142 03 19.9
 AW5761:UTM  15      -  RED BARN STAFF                           145 48 40.4
 AW5761
 AW5761|---------------------------------------------------------------------|
 AW5761| PID    Reference Object                     Distance      Geod. Az  |
 AW5761|                                                           dddmmss.s |
 AW5761| CV9322 RED BARN STAFF                                     1450755.3 |
 AW5761| CV9815 GILBERT RM 3                         21.222 METERS 22020     |
 AW5761| CV9813 GILBERT RM 1                         42.992 METERS 26431     |
 AW5761| CV9816 GILBERT RM 4                         21.606 METERS 28305     |
 AW5761| CV9812 GILBERT AZ MK                                      3533641.2 |
 AW5761| CV9814 GILBERT RM 2                                       35747     |
 AW5761|---------------------------------------------------------------------|
 AW5761
 AW5761                          SUPERSEDED SURVEY CONTROL
 AW5761
 AW5761  NAD 83(1993)-  29 57 01.89499(N)    094 21 36.81848(W) AD(       ) 1
 AW5761  NAD 83(1993)-  29 57 01.90879(N)    094 21 36.79976(W) AD(       ) 1
 AW5761  NAD 83(1986)-  29 57 01.90990(N)    094 21 36.80103(W) AD(       ) 1
 AW5761  NAD 27      -  29 57 01.13300(N)    094 21 36.12000(W) AD(       ) 1
 AW5761
 AW5761.Superseded values are not recommended for survey control.
 AW5761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5761.See file dsdata.txt to determine how the superseded data were derived.
 AW5761
 AW5761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6873814081(NAD 83)
 AW5761_MARKER: DS = TRIANGULATION STATION DISK
 AW5761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5761+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 AW5761
 AW5761  HISTORY     - Date     Condition        Report By
 AW5761  HISTORY     - 1931     MONUMENTED       CGS
 AW5761  HISTORY     - 1951     GOOD             CGS
 AW5761  HISTORY     - 1958     GOOD             CGS
 AW5761  HISTORY     - 20050129 GOOD             USPSQD
 AW5761
 AW5761                          STATION DESCRIPTION
 AW5761
 AW5761'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW5761'ABOUT 18 MILES SW OF BEAUMONT, AND 8 MILES W OF FANNETT, ON
 AW5761'LAND OWNED BY THE GILBERT PASTURE AND CATTLE COMPANY, GILBERT
 AW5761'BUILDING, BEAUMONT.
 AW5761'
 AW5761'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 AW5761'DISKS SET IN CONCRETE.
 AW5761'
 AW5761'REFERENCE MARK NO. 1 IS IN FENCE LINE W OF ROAD, 141.05 FEET
 AW5761'FROM STATION, S 84 DEG 31 MIN W.
 AW5761'
 AW5761'REFERENCE MARK NO. 2 IS IN CORNER OF SECTION-LINE FENCE, 1.9
 AW5761'FEET SE OF CORNER POST, 32.4 FEET S OF CENTER LINE OF
 AW5761'E-AND-W ROAD, AND 0.5 MILE FROM STATION, N 02 DEG 13 MIN W.
 AW5761'
 AW5761'REACHED FROM BEAUMONT BY STATE HIGHWAY 125, SW TO FANNETT.
 AW5761'THERE TAKE SHELL ROAD LEADING W ABOUT 0.2 MILE N OF RAILROAD
 AW5761'STATION AND JUST N OF SECTION HOUSES, FOLLOW IT W FOR 7.8 MILES
 AW5761'TO T-ROAD RUNNING N-AND-S, WHICH INTERSECTION IS JUST S OF
 AW5761'A BRIDGE OVER AN IRRIGATION DITCH.  STATION IS IN NE INTERSECTION
 AW5761'OF T-ROAD, 111 FEET E OF CENTER LINE OF ROAD, 69.3 FEET E OF
 AW5761'FENCE E OF ROAD, 73.05 FEET N OF NE CORNER OF SCREENED PORCH OF
 AW5761'RANCH HOUSE, AND 20.4 FEET S OF FENCE ON N SIDE OF HOUSE.
 AW5761
 AW5761                          STATION RECOVERY (1951)
 AW5761
 AW5761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW5761'THE STATION MARK WAS RECOVERED AND FOUND IN FAIR CONDITION.
 AW5761'THE 1931 REFERENCE MARK NO. 1 WAS FOUND LYING IN THE BOTTOM
 AW5761'OF AN IRRIGATION DITCH AND A THOROUGH SEARCH WAS MADE FOR THE
 AW5761'1931 REFERENCE MARK NO. 2 BUT IT COULD NOT BE FOUND AND IS
 AW5761'THOUGHT DESTROYED BY GRADING MACHINERY.  A NEW REFERENCE MARK
 AW5761'NO. 3, REFERENCE MARK NO. 4 AND AN AZIMUTH MARK WERE
 AW5761'ESTABLISHED.
 AW5761'
 AW5761'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 AW5761'
 AW5761'THE STATION IS LOCATED ABOUT 7.5 MILES WEST-NORTHWEST OF FANNETT,
 AW5761'7.0 MILES SOUTH-SOUTHWEST OF CHINA AND 7.0 MILES SOUTHEAST OF
 AW5761'NOME IN THE YARD OF AN ABANDONED FARM HOME ON LAND OWNED BY
 AW5761'THE GILBERT PASTURE AND CATTLE COMPANY OF BEAUMONT.  IT IS 115.0
 AW5761'FEET EAST OF THE CENTER OF A SHELL ROAD, 71.0 FEET NORTH OF THE
 AW5761'NORTH EDGE OF A FARM HOUSE, 46.0 FEET NORTH OF THE MOST
 AW5761'EASTERLY OF TWO LIVE OAK TREES AND 25.0 FEET SOUTH OF A FENCE.
 AW5761'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 AW5761'GILBERT 1931.
 AW5761'
 AW5761'REFERENCE MARK NO. 3 IS 59.0 FEET WEST OF THE NORTHWEST CORNER
 AW5761'OF A FARM HOUSE, 41.0 FEET EAST OF THE CENTER OF A SHELL ROAD,
 AW5761'24.0 FEET SOUTH OF A POWERLINE POLE AND DIRECTLY IN A FENCE
 AW5761'LINE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 AW5761'STAMPED GILBERT NO 3 1931.
 AW5761'
 AW5761'REFERENCE MARK NO. 4 IS 41.0 FEET EAST OF THE CENTER OF A SHELL
 AW5761'ROAD AND 2.0 FEET SOUTH OF A T FENCE CORNER.  IT PROJECTS 5
 AW5761'INCHES AND IS STAMPED GILBERT NO 4 1931.
 AW5761'
 AW5761'THE AZIMUTH MARK IS 20.0 FEET WEST OF THE CENTER OF A SHELL
 AW5761'ROAD, 12.0 FEET NORTH OF THE CENTER OF A WIRE GATE AND DRIVE
 AW5761'LEADING INTO A FIELD, 1.5 FEET SOUTH OF A WITNESS POST AND
 AW5761'1.0 FOOT EAST OF A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED
 AW5761'GILBERT RESET 1931 1951.
 AW5761'
 AW5761'TO REACH THE STATION FROM A POINT ON U.S. HIGHWAY NO. 90
 AW5761'JUST SOUTH OF THE SOUTHERN PACIFIC RAILROAD DEPOT AND NORTH OF
 AW5761'THE POST OFFICE IN NOME, GO EAST ON U.S. HIGHWAY NO. 90 FOR
 AW5761'1.0 MILE TO THE JUNCTION WITH FARM ROAD NO. 365.  HERE TURN RIGHT
 AW5761'AND GO SOUTH AND EAST ON FARM ROAD NO. 365 FOR 7.4 MILES TO
 AW5761'A T ROAD RIGHT AT A LARGE TIN BUILDING IN THE SOUTHWEST ANGLE OF
 AW5761'THE T ROAD, TURN RIGHT AND GO SOUTH ON A SHELL ROAD FOR 0.25
 AW5761'MILE TO A DRIVE ON THE RIGHT AND THE AZIMUTH MARK AS
 AW5761'DESCRIBED.  CONTINUE SOUTH ON THE SHELL ROAD FOR 0.25 MILE TO
 AW5761'AN ABANDONED FARM HOUSE ON THE LEFT AND THE STATION IN THE
 AW5761'FARM YARD AS DESCRIBED.
 AW5761
 AW5761                          STATION RECOVERY (1958)
 AW5761
 AW5761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CB)
 AW5761'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5761'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT HOWEVER
 AW5761'THE FARM HOUSE IS NOW GONE.
 AW5761
 AW5761                          STATION RECOVERY (2005)
 AW5761
 AW5761'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0987 ***********************************************************************
 CT0987  DESIGNATION -  GILBERT
 CT0987  PID         -  CT0987
 CT0987  STATE/COUNTY-  TX/PALO PINTO
 CT0987  USGS QUAD   -  SANTO (1984)
 CT0987
 CT0987                         *CURRENT SURVEY CONTROL
 CT0987  ___________________________________________________________________
 CT0987* NAD 83(1993)-  32 33 25.99523(N)    098 08 22.81847(W)     ADJUSTED  
 CT0987* NAVD 88     -       308.2    (meters)    1011.     (feet)  VERTCON   
 CT0987  ___________________________________________________________________
 CT0987  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CT0987  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CT0987
 CT0987  HORZ ORDER  -  FIRST
 CT0987
 CT0987.The horizontal coordinates were established by classical geodetic methods
 CT0987.and adjusted by the National Geodetic Survey in February 1996..
 CT0987
 CT0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0987
 CT0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0987
 CT0987.The geoid height was determined by GEOID03.
 CT0987
 CT0987;                    North         East     Units Scale Factor Converg.
 CT0987;SPC TXNC     - 2,098,812.074   633,837.893   MT  0.99990960   +0 11 47.5
 CT0987;SPC TXNC     - 6,885,852.61  2,079,516.49   sFT  0.99990960   +0 11 47.5
 CT0987;UTM  14      - 3,602,528.490   580,768.590   MT  0.99968044   +0 27 46.8
 CT0987
 CT0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0987!SPC TXNC     -   0.99995614  x   0.99990960  =   0.99986575
 CT0987!UTM  14      -   0.99995614  x   0.99968044  =   0.99963660
 CT0987
 CT0987|---------------------------------------------------------------------|
 CT0987| PID    Reference Object                     Distance      Geod. Az  |
 CT0987|                                                           dddmmss.s |
 CT0987| CX7265 GILBERT RM 1                         19.042 METERS 01515     |
 CT0987| CX7266 GILBERT RM 2                         22.850 METERS 10137     |
 CT0987| CX7264 GILBERT AZ MK                                      1795015.9 |
 CT0987|---------------------------------------------------------------------|
 CT0987
 CT0987                          SUPERSEDED SURVEY CONTROL
 CT0987
 CT0987  NAD 83(1986)-  32 33 25.99925(N)    098 08 22.80142(W) AD(       ) 1
 CT0987  NAD 27      -  32 33 25.52615(N)    098 08 21.65051(W) AD(       ) 1
 CT0987  NGVD 29 (07/19/86)  308.1    (m)         1011.     (f) VERT ANG       
 CT0987
 CT0987.Superseded values are not recommended for survey control.
 CT0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0987.See file dsdata.txt to determine how the superseded data were derived.
 CT0987
 CT0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8076902528(NAD 83)
 CT0987_MARKER: DS = TRIANGULATION STATION DISK
 CT0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT0987
 CT0987  HISTORY     - Date     Condition        Report By
 CT0987  HISTORY     - 1967     MONUMENTED       CGS
 CT0987  HISTORY     - 20040327 GOOD             USPSQD
 CT0987
 CT0987                          STATION DESCRIPTION
 CT0987
 CT0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 CT0987'STATION IS LOCATED ABOUT 12 MILES NORTH OF MORGAN MILL, ABOUT
 CT0987'6 MILES WEST-NORTHWEST OF LIPAN, ABOUT 5-1/2 MILES SOUTHEAST OF
 CT0987'SANTO AND IS IN OPEN PASTURE LAND.  THAT IS THE PROPERTY OF
 CT0987'MR. D. M. GILBERT.  THE STATION MARK IS 72 FEET WEST-NORTHWEST
 CT0987'OF STOCK LOADING PEN, 52 FEET NORTH-NORTHWEST OF A 24 INCH OAK
 CT0987'TREE, 16 FEET WEST OF A FENCELINE, 15.95 FEET WEST-NORTHWEST OF
 CT0987'A METAL WITNESS POST WITH SIGN ATTACHED AND 14 FEET EAST OF THE
 CT0987'APPROXIMATE CENTER OF TRACK ROAD.  THE STATION IS MARKED BY A
 CT0987'STANDARD TRIANGULATION STATION DISK, SET IN THE TOP OF A 12
 CT0987'INCH CONCRETE CYLINDER MONUMENT THAT IS SET FLUSH WITH THE
 CT0987'SURFACE OF THE GROUND.  THE DISK IS STAMPED GILBERT 1967.
 CT0987'
 CT0987'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 281 ABOUT 14
 CT0987'MILES SOUTH OF MINERAL WELLS, CONTINUE SOUTH ON U.S. HIGHWAY 281
 CT0987'FOR 3 MILES TO A CROSSROAD, TURN RIGHT AND GO WESTERLY ON A
 CT0987'GRAVELED ROAD FOR 1.3 MILE TO WHERE THE MAIN ROAD MAKES A RIGHT
 CT0987'TURN, HERE TURN LEFT AND GO SOUTH ON A PRIVATE ROAD FOR 0.1
 CT0987'MILE TO A WIRE GATE.  PASS THRU GATE AND CONTINUE SOUTH FOR 0.25
 CT0987'MILE TO A LOCKED GATE, (GET KEY FROM LAND OWNER), CONTINUE
 CT0987'SOUTH ON TRACK ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT,
 CT0987'EAST SIDE OF ROAD AS DESCRIBED.
 CT0987'
 CT0987'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 CT0987'TRACK ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST
 CT0987'SIDE OF ROAD.
 CT0987'
 CT0987'AZIMUTH MARK IS 8 FEET EAST OF THE APPROXIMATE CENTER OF TRACK
 CT0987'ROAD, 1.8 FEET NORTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED
 CT0987'AND 1-1/2 FEET WEST OF FENCELINE.  IT IS MARKED BY A STANDARD
 CT0987'AZIMUTH MARK DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 CT0987'MONUMENT, SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS
 CT0987'STAMPED GILBERT 1967.
 CT0987'
 CT0987'REFERENCE MARK NO. 1 IS 39 FEET SOUTH OF GATE POST, 18 FEET EAST
 CT0987'OF THE APPROXIMATE CENTER OF TRACK ROAD AND 1 FOOT WEST OF
 CT0987'FENCELINE.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK, SET IN
 CT0987'THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS FLUSH WITH
 CT0987'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED GILBERT NO 1
 CT0987'1967.
 CT0987'
 CT0987'REFERENCE MARK NO. 2 IS 67 FEET EAST-NORTHEAST OF A 24 INCH OAK
 CT0987'TREE 7 FEET SOUTH OF THE CENTER OF LOADING RAMP AND 1.6 FEET
 CT0987'WEST OF CORRAL FENCE.  IT IS MARKED BY A STANDARD REFERENCE MARK
 CT0987'DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 CT0987'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 CT0987'GILBERT NO 2 1967.
 CT0987'
 CT0987'HEIGHT OF PLATE ABOVE STATION MARK 18.20 METERS.
 CT0987
 CT0987                          STATION RECOVERY (2004)
 CT0987
 CT0987'RECOVERY NOTE BY US POWER SQUADRON 2004 (PL)
 CT0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3177 ***********************************************************************
 CS3177  DESIGNATION -  GILBERT RESET
 CS3177  PID         -  CS3177
 CS3177  STATE/COUNTY-  TX/PARKER
 CS3177  USGS QUAD   -  GARNER (1979)
 CS3177
 CS3177                         *CURRENT SURVEY CONTROL
 CS3177  ___________________________________________________________________
 CS3177* NAD 83(1993)-  32 48 11.55624(N)    097 53 39.53256(W)     ADJUSTED  
 CS3177* NAVD 88     -       397.3    (meters)    1303.     (feet)  VERTCON   
 CS3177  ___________________________________________________________________
 CS3177  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 CS3177  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CS3177
 CS3177  HORZ ORDER  -  FIRST
 CS3177
 CS3177.The horizontal coordinates were established by classical geodetic methods
 CS3177.and adjusted by the National Geodetic Survey in February 1996..
 CS3177
 CS3177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3177
 CS3177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3177
 CS3177.The geoid height was determined by GEOID03.
 CS3177
 CS3177;                    North         East     Units Scale Factor Converg.
 CS3177;SPC TXNC     - 2,126,194.572   656,721.560   MT  0.99988197   +0 19 49.2
 CS3177;SPC TXNC     - 6,975,690.02  2,154,593.98   sFT  0.99988197   +0 19 49.2
 CS3177;UTM  14      - 3,630,012.313   603,519.883   MT  0.99973214   +0 35 56.6
 CS3177
 CS3177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3177!SPC TXNC     -   0.99994214  x   0.99988197  =   0.99982412
 CS3177!UTM  14      -   0.99994214  x   0.99973214  =   0.99967430
 CS3177
 CS3177:                Primary Azimuth Mark                     Grid Az
 CS3177:SPC TXNC     -  AGNES HIGHEST WINDMILL                   026 10 40.1
 CS3177:UTM  14      -  AGNES HIGHEST WINDMILL                   025 54 32.7
 CS3177
 CS3177|---------------------------------------------------------------------|
 CS3177| PID    Reference Object                     Distance      Geod. Az  |
 CS3177|                                                           dddmmss.s |
 CS3177| CS3171 AGNES HIGHEST WINDMILL              APPROX.22.2 KM 0263029.3 |
 CS3177| CY1952 GILBERT RM 1                         24.355 METERS 04948     |
 CS3177| CY1951 GILBERT RM                          109.831 METERS 08157     |
 CS3177| CS3176 WEATHERFORD CHILDRENS HOME TK       APPROX.14.2 KM 1134540.2 |
 CS3177| CS3173 WEATHERFORD HSE RED ROOF CUP        APPROX. 9.1 KM 1225336.5 |
 CS3177| CS3174 WEATHERFORD TK NEAR WHITE HSE       APPROX. 9.1 KM 1230947.5 |
 CS3177| CS3175 WEATHERFORD MUNICIPAL TANK          APPROX. 9.3 KM 1233517.9 |
 CS3177| CS3165 WEATHERFORD YELLOW HOUSE CUP        APPROX.11.7 KM 1275030.9 |
 CS3177| CY1949 GILBERT AZ MK                                      1685505.2 |
 CS3177| CY1950 GILBERT AZ MK 1                                    16942     |
 CS3177| CY1953 GILBERT RM 2                         24.025 METERS 28527     |
 CS3177|---------------------------------------------------------------------|
 CS3177
 CS3177                          SUPERSEDED SURVEY CONTROL
 CS3177
 CS3177  NAD 83(1993)-  32 48 11.55752(N)    097 53 39.51717(W) AD(       ) 1
 CS3177  NAD 83(1986)-  32 48 11.55883(N)    097 53 39.51657(W) AD(       ) 1
 CS3177  NAD 27      -  32 48 11.10300(N)    097 53 38.38400(W) AD(       ) 1
 CS3177  NGVD 29 (07/19/86)  397.2    (m)         1303.     (f) VERT ANG       
 CS3177
 CS3177.Superseded values are not recommended for survey control.
 CS3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3177.See file dsdata.txt to determine how the superseded data were derived.
 CS3177
 CS3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0352030012(NAD 83)
 CS3177_MARKER: DS = TRIANGULATION STATION DISK
 CS3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3177_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS3177
 CS3177  HISTORY     - Date     Condition        Report By
 CS3177  HISTORY     - 1946     MONUMENTED       CGS
 CS3177  HISTORY     - 1951     GOOD             CGS
 CS3177  HISTORY     - 1955     GOOD             CGS
 CS3177  HISTORY     - 1960     GOOD             CGS
 CS3177  HISTORY     - 1961     GOOD             AMS
 CS3177  HISTORY     - 1964     GOOD             USAF
 CS3177  HISTORY     - 1973     GOOD             NGS
 CS3177  HISTORY     - 1973     GOOD             NGS
 CS3177
 CS3177                          STATION DESCRIPTION
 CS3177
 CS3177'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3177'STATION WAS RECOVERED AS DESCRIBED IN 1902 BY W. BOWIE, WITH
 CS3177'THE EXCEPTION OF THE REFERENCE MARK LOCATED IN THE FENCE
 CS3177'LINE E OF THE STATION.  THIS MARK WAS NOT RECOVERED.  A
 CS3177'COMPLETE NEW DESCRIPTION FOLLOWS.
 CS3177'
 CS3177'THE STATION IS LOCATED ABOUT 6 MILES NW OF THE TOWN OF WEATHERFORD,
 CS3177'ABOUT 1-1/2 MILES N OF U.S. HIGHWAY 180, ABOUT 1/2 MILE
 CS3177'NNE OF THE KINDEL RANCH, AND 360 FEET W OF A N-S FENCE, AT
 CS3177'THE CENTER OF A PROMINENT BARE RIDGE.  THE MARK IS FLUSH
 CS3177'WITH THE GROUND AND THE DISK IS STAMPED GILBERT 1902 1946.
 CS3177'THE OLD STATION MARK, CONSISTING OF A NAIL SET IN CONCRETE,
 CS3177'WAS REPLACED BY A STANDARD DISK.
 CS3177'
 CS3177'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CS3177'DISKS SET IN CONCRETE POSTS.  THE UNDERGROUND MARK IS THE
 CS3177'OLD UNDERGROUND MARK.
 CS3177'
 CS3177'REFERENCE MARK 1 IS NE OF THE STATION 79.83 FEET (24.332
 CS3177'METERS).  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 CS3177'IS STAMPED GILBERT NO 1 1946.
 CS3177'
 CS3177'REFERENCE MARK 2 IS WNW OF THE STATION, 78.87 FEET (24.039
 CS3177'METERS).  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 CS3177'IS STAMPED GILBERT NO 2 1946.
 CS3177'
 CS3177'AZIMUTH MARK IS 0.35 MILE SSE OF THE STATION IN A N-S FENCE
 CS3177'AND 5 FEET N OF A MARKER POST.  THE MARK PROJECTS 6 INCHES
 CS3177'AND THE DISK IS STAMPED GILBERT 1946.
 CS3177'
 CS3177'TO REACH FROM THE COURTHOUSE IN WEATHERFORD, GO W ON U.S.
 CS3177'HIGHWAY 80 FOR 0.9 MILE TO THE JUNCTION OF U.S. HIGHWAY
 CS3177'80 AND U.S. HIGHWAY 180.  CONTINUE W ON U.S. HIGHWAY 180
 CS3177'FOR 5.0 MILES TO A DIRT ROAD RIGHT.  TURN RIGHT OFF U.S.
 CS3177'HIGHWAY 180 AND GO 1.0 MILE IN A N DIRECTION ON GRADED DIRT
 CS3177'ROAD TO FORK.  TAKE SHARP RIGHT FORK FOR 0.2 MILE TO A GATE
 CS3177'ON THE LEFT AND RANCH BUILDINGS.  PASS THROUGH GATE AND
 CS3177'DRIVE 0.1 MILE THROUGH RANCH YARD TO A GATE E OF THE BARN.
 CS3177'PASS THROUGH GATE AND FOLLOW TRACK ROAD NE THROUGH PASTURE
 CS3177'FOR 0.7 MILE TO THE HIGHEST GROUND AND THE STATION.
 CS3177'
 CS3177'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE 0.4 MILE
 CS3177'SSE ACROSS THE PASTURE TO THE MARK IN A N-S FENCE.
 CS3177'
 CS3177'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 CS3177
 CS3177                          STATION RECOVERY (1951)
 CS3177
 CS3177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3177'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3177'DESCRIBED BY J.C.P. IN 1946.
 CS3177
 CS3177                          STATION RECOVERY (1955)
 CS3177
 CS3177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CS3177'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS3177
 CS3177                          STATION RECOVERY (1960)
 CS3177
 CS3177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS3177'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3177'IN GOOD CONDITION AS DESCRIBED.  THE STATION IS NORTH-NORTHEAST
 CS3177'OF THE RANCH HOUSE.
 CS3177
 CS3177                          STATION RECOVERY (1961)
 CS3177
 CS3177'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 CS3177'THE STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 CS3177
 CS3177                          STATION RECOVERY (1964)
 CS3177
 CS3177'RECOVERY NOTE BY US AIR FORCE 1964
 CS3177'STATION, AZIMUTH MARK, R.M. 1 AND 2, WERE RECOVERED IN GOOD
 CS3177'CONDITION.  THE 1946 DESCRIPTION IS ADEQUATE.
 CS3177
 CS3177                          STATION RECOVERY (1973)
 CS3177
 CS3177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CS3177'STATION MARK--A STANDARD USC AND GS DISK, STAMPED ---GILBERT 1902,
 CS3177'1946---, SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 CS3177
 CS3177                          STATION RECOVERY (1973)
 CS3177
 CS3177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CS3177'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 CS3177'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 CS3177'TO THE REFERENCE MARKS WERE CHECKED.
 CS3177'
 CS3177'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CS3177'
 CS3177'THE STATION IS LOCATED ABOUT 13 MILES EAST OF MINERAL WELLS, 6 MILES
 CS3177'NORTHWEST OF WEATHERFORD, 1-1/2 MILES NORTH OF U.S. HWY. 180 AND ON
 CS3177'A GRASSY COVERED KNOLL, RUNNING IN AN EAST-WEST DIRECTION.
 CS3177'
 CS3177'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 180 AND
 CS3177'281, WHICH IS OAK STREET AND 1ST STREET IN MINERAL WELLS.  GO
 CS3177'EASTERLY ON U.S. HIGHWAY 180 FOR 11.2 MILES TO A ROAD-SIDE REST
 CS3177'AREA ON THE LEFT.  CONTINUE EASTERLY ON U.S. HWY. 180 FOR 1.2 MILES
 CS3177'TO CROSSROADS.  TURN LEFT AND GO NORTHERLY ON GRAVEL ROAD FOR
 CS3177'0.05 MILE TO RAILROAD TRACKS.  CROSS RAILROAD TRACKS AND CONTINUE
 CS3177'NORTHERLY AND THEN EASTERLY ON GRAVEL ROAD FOR 1.1 MILES TO A T
 CS3177'INTERSECTION.  TURN RIGHT AT THE T INTERSECTION AND GO EASTERLY ON
 CS3177'GRAVEL ROAD FOR 0.8 MILE TO FORK, KEEP THE LEFT FORK AND CONTINUE
 CS3177'EASTERLY ON GRAVEL ROAD FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT AND
 CS3177'HOUSE-TRAILER ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON BLADED
 CS3177'ROAD FOR 0.2 MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CS3177'NORTHERLY ON BLADED ROAD FOR 0.25 MILE TO GATE, PASS THROUGH
 CS3177'GATE AND PICK WAY NORTHERLY ACROSS PASTURE FOR 0.15 MILE TO TOP
 CS3177'OF KNOLL AND STATION.
 CS3177'
 CS3177'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 CS3177'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED GILBERT 1902
 CS3177'1946.  IT IS 379 FEET WEST-NORTHWEST OF A GATE IN AN NORTH-SOUTH
 CS3177'FENCE-LINE, AND 191 FEET NORTHEAST OF A DOUBLE SET OF HIGH-LINE
 CS3177'POLES NO. XA4 37-7.
 CS3177'
 CS3177'REFERENCE MARK NO.1 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS3177'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED GILBERT
 CS3177'NO 1 1946.  IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION
 CS3177'MARK.
 CS3177'
 CS3177'REFERENCE MARK NO.2 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CS3177'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED GILBERT
 CS3177'NO 2 1946.  IT IS 160 FEET NORTH-NORTHEAST OF A DOUBLE-SET OF
 CS3177'HIGH-LINE POLES AND ABOUT THE SAME ELEVATION AS THE STATION.
 CS3177'
 CS3177'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS3177'POST, THAT PROJECTS 8-INCHES AND IS STAMPED GILBERT 1946.  IT IS 82
 CS3177'FEET SOUTHEAST OF A FENCE-CORNER, 29 FEET EAST OF THE CENTER OF
 CS3177'BLADED ROAD, 1.8 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND
 CS3177'1-FOOT WEST OF FENCE-LINE.
 CS3177'
 CS3177'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEATHERFORD
 CS3177'NW-6-MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1314 ***********************************************************************
 DN1314  DESIGNATION -  GILBRATH
 DN1314  PID         -  DN1314
 DN1314  STATE/COUNTY-  TX/DENTON
 DN1314  USGS QUAD   -  GREEN VALLEY (1978)
 DN1314
 DN1314                         *CURRENT SURVEY CONTROL
 DN1314  ___________________________________________________________________
 DN1314* NAD 83(1993)-  33 16 10.91276(N)    097 00 01.29943(W)     ADJUSTED  
 DN1314* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 DN1314  ___________________________________________________________________
 DN1314  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DN1314  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DN1314
 DN1314  HORZ ORDER  -  FIRST
 DN1314
 DN1314.The horizontal coordinates were established by classical geodetic methods
 DN1314.and adjusted by the National Geodetic Survey in February 1996..
 DN1314
 DN1314.The orthometric height was scaled from a topographic map.
 DN1314
 DN1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1314
 DN1314.The geoid height was determined by GEOID03.
 DN1314
 DN1314;                    North         East     Units Scale Factor Converg.
 DN1314;SPC TXNC     - 2,178,757.604   739,696.621   MT  0.99987984   +0 49 04.4
 DN1314;SPC TXNC     - 7,148,140.57  2,426,821.33   sFT  0.99987984   +0 49 04.4
 DN1314;UTM  14      - 3,682,969.641   686,242.734   MT  1.00002767   +1 05 50.2
 DN1314
 DN1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1314!SPC TXNC     -   0.99997190  x   0.99987984  =   0.99985175
 DN1314!UTM  14      -   0.99997190  x   1.00002767  =   0.99999957
 DN1314
 DN1314|---------------------------------------------------------------------|
 DN1314| PID    Reference Object                     Distance      Geod. Az  |
 DN1314|                                                           dddmmss.s |
 DN1314| DN1181 NEAR GILBRATH                        65.642 METERS 00705     |
 DN1314| DN1184 PILOT POINT MUNICIPAL TANK          APPROX.14.4 KM 0145226.8 |
 DN1314| CY1955 GILBRATH RM 1                        27.880 METERS 06135     |
 DN1314| CY1956 GILBRATH RM 2                        29.634 METERS 12735     |
 DN1314| DN1163 FRISCO MUNICIPAL TANK               APPROX.21.3 KM 1284226.4 |
 DN1314| DN1171 LEWISVILLE OLD MUN STANDPIPE        APPROX.24.9 KM 1785407.3 |
 DN1314| DN1170 LEWISVILLE MUNICIPAL TANK           APPROX.24.6 KM 1785906.1 |
 DN1314| CY1954 GILBRATH AZ MK                                     1821448.8 |
 DN1314| DN1330 DENTON CO COURTHOUSE TOWER          APPROX.13.8 KM 2435521.1 |
 DN1314| DN1329 DENTON S MUNICIPAL TANK             APPROX.14.3 KM 2455930.9 |
 DN1314| DN1334 DENTON C I A ADM BLDG DOME          APPROX.12.9 KM 2471730.0 |
 DN1314|---------------------------------------------------------------------|
 DN1314
 DN1314                          SUPERSEDED SURVEY CONTROL
 DN1314
 DN1314  NAD 83(1993)-  33 16 10.91399(N)    097 00 01.29182(W) AD(       ) 1
 DN1314  NAD 83(1986)-  33 16 10.91807(N)    097 00 01.28636(W) AD(       ) 1
 DN1314  NAD 27      -  33 16 10.49300(N)    097 00 00.25800(W) AD(       ) 1
 DN1314
 DN1314.Superseded values are not recommended for survey control.
 DN1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1314.See file dsdata.txt to determine how the superseded data were derived.
 DN1314
 DN1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8624382970(NAD 83)
 DN1314_MARKER: DS = TRIANGULATION STATION DISK
 DN1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1314
 DN1314  HISTORY     - Date     Condition        Report By
 DN1314  HISTORY     - 1935     MONUMENTED       CGS
 DN1314  HISTORY     - 1937     GOOD             TXHD
 DN1314  HISTORY     - 1947     GOOD             CGS
 DN1314  HISTORY     - 1955     GOOD             CGS
 DN1314  HISTORY     - 1957     GOOD             CGS
 DN1314  HISTORY     - 19950706 GOOD             USPSQD
 DN1314  HISTORY     - 19980214 GOOD             USPSQD
 DN1314
 DN1314                          STATION DESCRIPTION
 DN1314
 DN1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1314'THIS STATION IS ABOUT 2-1/2 MILES S OF AUBREY.  9 MILES
 DN1314'NE OF DENTON, ON LAND OWNED BY ANDY CAIN.  THE MARK IS ON
 DN1314'A SMALL HUMMOCK ABOUT 10 FEET W OF THE CENTER OF A SMALL
 DN1314'TRIANGULAR FENCED-IN LOT, WHICH IS JUST S OF A GARDEN LOT
 DN1314'AND 100 YARDS S OF THE SMALL LOG BARN ON MR. CAINS FARM.
 DN1314'46 FEET NW OF AN OPEN WELL.  64 FEET W OF THE CENTER LINE
 DN1314'OF A N-S ROAD AND PROJECTS 2 INCHES.
 DN1314'
 DN1314'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1314'BRONZE DISKS SET IN CONCRETE.
 DN1314'
 DN1314'REFERENCE MARK NO. 1 IS NE OF THE STATION.  2 FEET E OF THE
 DN1314'E RIGHT-OF-WAY FENCE OF THE ROAD, AND PROJECTS 4 INCHES.
 DN1314'
 DN1314'REFERENCE MARK NO. 2 IS SE OF THE STATION.  55 FEET ESE OF
 DN1314'THE WELL.  2 FEET E OF THE E RIGHT-OF-WAY FENCE AT THE ROAD.
 DN1314'AND PROJECTS 4 INCHES.
 DN1314'
 DN1314'THE AZIMUTH MARK IS S OF THE STATION.  1-1/2 FEET W OF THE
 DN1314'W RIGHT-OF-WAY FENCE OF THE ROAD.  15 FEET N OF A 14-INCH
 DN1314'OAK AT THE SE CORNER OF A PASTURE LOT 0.1 MILE N OF AN E-W
 DN1314'CROSS ROAD.  AND PROJECTS 4 INCHES.
 DN1314'
 DN1314'TO REACH FROM THE MAIN INTERSECTION IN AUBREY, GO S 0.35
 DN1314'MILE, CROSS RAILROAD, GO E 0.1 MILE, TURN S, GO 2.6 MILES,
 DN1314'TURN W, GO 0.75 MILE, TURN N AND GO 0.6 MILE TO THE STATION.
 DN1314'
 DN1314'ALL LIGHTS COME INTO VIEW 30 FEET ABOVE STATION.
 DN1314
 DN1314                          STATION RECOVERY (1937)
 DN1314
 DN1314'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN1314'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 DN1314'
 DN1314'DESCRIPTION SATISFACTORY.  NO ATTEMPT WAS MADE TO RECOVER
 DN1314'REFERENCE MARKS.
 DN1314
 DN1314                          STATION RECOVERY (1947)
 DN1314
 DN1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1314'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION AND
 DN1314'A NEW DESCRIPTION FOLLOWS.  STATION IS ABOUT 10.5 MILES NORTH
 DN1314'OF LAKE DALLAS AND 2 MILES SOUTH OF AUBREY.  IT IS 67 FT.
 DN1314'WEST OF THE APPROXIMATE CENTER LINE OF GRAVEL ROAD, 5 FT. SOUTH
 DN1314'SOUTHEAST OF NORTHEAST CORNER OF WHITE FRAME HOUSE AND 2
 DN1314'FT. EAST OF HOUSE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 DN1314'DISK IS STAMPED GILBRATH 1935.
 DN1314'
 DN1314'REFERENCE MARK NO 1 IS 91.59 FT. NORTH EAST OF STATION, 15
 DN1314'FT. EAST OF APPROXIMATE CENTERLINE OF GRAVEL ROAD AND 1 FT.
 DN1314'WEST OF FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 DN1314'DISK IS STAMPED GILBRATH NO 1 1935.
 DN1314'
 DN1314'REFERENCE MARK NO 2 IS 97.20 FT. SOUTH EAST OF STATION, 15
 DN1314'FT. EAST OF APPROXIMATE CENTER LINE OF GRAVEL ROAD AND IS UNDER
 DN1314'A FENCE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK
 DN1314'IS STAMPED GILBRATH NO 2 1935.
 DN1314'
 DN1314'AZIMUTH MARK IS 0.4 MILE SOUTH OF STATION, 20 FT. WEST OF
 DN1314'APPROXIMATE CENTER LINE OF GRAVEL ROAD AND 3 FT. WEST OF
 DN1314'FENCE.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS
 DN1314'A STANDARD REFERENCE MARK STAMPED AZIMUTH GILBRATH 1935.
 DN1314'
 DN1314'A TRAVERSE CONNECTION WAS MADE TO A BM USED WHICH IS 65.642
 DN1314'METERS, (215.36 FEET) NORTH OF STATION AND 57 FT. WEST OF THE
 DN1314'APPROXIMATE CENTER LINE OF GRAVEL ROAD.  THE MARK IS FLUSH
 DN1314'WITH THE GROUND AND THE DISK HAS NO MARKINGS ON IT.
 DN1314'
 DN1314'TO REACH STATION FROM POST OFFICE IN AUBREY, GO SOUTH ON
 DN1314'THE MAIN STREET FOR 0.35 MILE TO RAILROAD.  BEAR LEFT ACROSS
 DN1314'RAILROAD AND GO EAST 0.1 MILE TO INTERSECTION OF ROAD RIGHT.
 DN1314'TURN RIGHT AND GO SOUTH FOR 2.6 MILES TO A T ROAD RIGHT.
 DN1314'TURN RIGHT AND GO WEST 0.75 MILE TO A CROSS ROADS.  TURN
 DN1314'RIGHT AND GO NORTH 0.6 MILE TO STATION ON LEFT OR WEST OF
 DN1314'ROAD AS DESCRIBED.
 DN1314'
 DN1314'TO REACH AZIMUTH FROM STATION, GO SOUTH FOR 0.4 MILE TO
 DN1314'AZIMUTH MARK ON RIGHT OR WEST OF ROAD AS DESCRIBED.
 DN1314
 DN1314                          STATION RECOVERY (1955)
 DN1314
 DN1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1314'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 DN1314'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 DN1314'CONDITION.  THE BENCH MARK (USED) THAT WAS TRAVERSED TO IN
 DN1314'1947 WAS NOT FOUND AND IS THOUGHT TO HAVE BEEN DESTROYED BY
 DN1314'PLOWING.
 DN1314'
 DN1314'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DN1314'
 DN1314'THE STATION IS ABOUT 10.5 MILES NORTH OF LAKE DALLAS AND ABOUT
 DN1314'2 MILES SOUTH OF AUBREY ON LAND THAT IS LEASED BY MR. PERMAN
 DN1314'SMITH.  IT IS 67 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 DN1314'5 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A FRAME
 DN1314'HOUSE, AND 2 FEET EAST OF THE HOUSE.  THE MARK PROJECTS 5
 DN1314'INCHES AND THE DISK IS STAMPED GILBRATH 1935.
 DN1314'
 DN1314'REFERENCE MARK NO. 1 IS 15 FEET EAST OF THE CENTER OF A GRAVELED
 DN1314'ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 5 INCHES
 DN1314'AND THE DISK IS STAMPED GILBRATH NO 1 1935.
 DN1314'
 DN1314'REFERENCE MARK NO. 2 IS 15 FEET EAST OF THE CENTER OF A
 DN1314'GRAVELED ROAD AND IS IN A NORTH-SOUTH FENCE LINE.  THE MARK
 DN1314'PROJECTS 5 INCHES AND THE DISK IS STAMPED GILBRATH NO 2 1935.
 DN1314'
 DN1314'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 103.0 FEET.
 DN1314'
 DN1314'THE AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF A GRAVELED
 DN1314'ROAD, 3 FEET WEST OF A FENCE, AND 2 FEET NORTH OF A WITNESS
 DN1314'POST.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS A
 DN1314'STANDARD REFERENCE MARK DISK THAT IS STAMPED AZIMUTH GILBRATH
 DN1314'1935.
 DN1314'
 DN1314'TO REACH THE STATION FROM THE POST OFFICE IN AUBREY, GO SOUTH
 DN1314'ON THE MAIN STREET FOR 0.35 MILE TO A RAILROAD TRACK, BEAR
 DN1314'LEFT ACROSS THE TRACK AND GO EAST FOR 0.1 MILE TO A T-ROAD
 DN1314'RIGHT, TURN RIGHT AND GO SOUTH FOR 2.6 MILES TO A T-ROAD
 DN1314'RIGHT, TURN RIGHT AND GO WEST FOR 0.75 MILE TO A CROSSROAD,
 DN1314'TURN RIGHT AND GO NORTH FOR 0.1 MILE, (AZIMUTH MARK ON THE LEFT
 DN1314'AS DESCRIBED), CONTINUE NORTH FOR 0.5 MILE TO THE STATION
 DN1314'ON THE LEFT AS DESCRIBED.
 DN1314
 DN1314                          STATION RECOVERY (1957)
 DN1314
 DN1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1314'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1314'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1314'FOR PROCEEDING TO STATION SITE ARE CORRECT EXCEPT THAT THE
 DN1314'NORTH-SOUTH T ROAD PAST THE RAILROAD TRACKS IS NOW F.M. 424.
 DN1314
 DN1314                          STATION RECOVERY (1995)
 DN1314
 DN1314'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1314'RECOVERED IN GOOD CONDITION.
 DN1314
 DN1314                          STATION RECOVERY (1998)
 DN1314
 DN1314'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1690 ***********************************************************************
 AW1690  DESIGNATION -  GILCHRIST
 AW1690  PID         -  AW1690
 AW1690  STATE/COUNTY-  TX/GALVESTON
 AW1690  USGS QUAD   -  HIGH ISLAND (1994)
 AW1690
 AW1690                         *CURRENT SURVEY CONTROL
 AW1690  ___________________________________________________________________
 AW1690* NAD 83(1993)-  29 30 51.63328(N)    094 29 07.16770(W)     ADJUSTED  
 AW1690* NAVD 88     -         1.18   (+/-2cm)       3.9    (feet)  VERTCON   
 AW1690  ___________________________________________________________________
 AW1690  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW1690  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1690
 AW1690  HORZ ORDER  -  SECOND
 AW1690  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1690
 AW1690.The horizontal coordinates were established by classical geodetic methods
 AW1690.and adjusted by the National Geodetic Survey in February 1996..
 AW1690
 AW1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1690.The vertical order pertains to the NGVD 29 superseded value.
 AW1690
 AW1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1690
 AW1690.The geoid height was determined by GEOID03.
 AW1690
 AW1690;                    North         East     Units Scale Factor Converg.
 AW1690;SPC TXSC     - 4,194,746.756 1,037,543.217   MT  0.99986813   +2 12 42.5
 AW1690;SPC TXSC     -13,762,264.98  3,404,006.37   sFT  0.99986813   +2 12 42.5
 AW1690;UTM  15      - 3,265,891.933   356,043.156   MT  0.99985571   -0 43 54.7
 AW1690
 AW1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1690!SPC TXSC     -   1.00000403  x   0.99986813  =   0.99987216
 AW1690!UTM  15      -   1.00000403  x   0.99985571  =   0.99985974
 AW1690
 AW1690:                Primary Azimuth Mark                     Grid Az
 AW1690:SPC TXSC     -  CAPLEN                                   243 47 17.1
 AW1690:UTM  15      -  CAPLEN                                   246 43 54.3
 AW1690
 AW1690|---------------------------------------------------------------------|
 AW1690| PID    Reference Object                     Distance      Geod. Az  |
 AW1690|                                                           dddmmss.s |
 AW1690| AW1371 CAPLEN                              APPROX. 4.3 KM 2455959.6 |
 AW1690| AW1376 GILCHRIST RM 2                                     24653     |
 AW1690| AW2492 GILCHRIST RM 1                       18.580 METERS 35310     |
 AW1690|---------------------------------------------------------------------|
 AW1690
 AW1690                          SUPERSEDED SURVEY CONTROL
 AW1690
 AW1690  NAD 83(1993)-  29 30 51.63934(N)    094 29 07.16457(W) AD(       ) 2
 AW1690  NAD 83(1986)-  29 30 51.65237(N)    094 29 07.14787(W) AD(       ) 2
 AW1690  NAD 27      -  29 30 50.81800(N)    094 29 06.46190(W) AD(       ) 2
 AW1690  NGVD 29 (??/??/92)    1.18   (m)            3.9    (f) COMPUTED    1 2
 AW1690
 AW1690.Superseded values are not recommended for survey control.
 AW1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1690.See file dsdata.txt to determine how the superseded data were derived.
 AW1690
 AW1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN5604365892(NAD 83)
 AW1690_MARKER: DS = TRIANGULATION STATION DISK
 AW1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1690_STAMPING: GILCHRIST 1933
 AW1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1690+STABILITY: SURFACE MOTION
 AW1690
 AW1690  HISTORY     - Date     Condition        Report By
 AW1690  HISTORY     - 1933     MONUMENTED       CGS
 AW1690  HISTORY     - 1935     GOOD             CGS
 AW1690  HISTORY     - 1937     GOOD             CGS
 AW1690  HISTORY     - 1947     GOOD             CGS
 AW1690  HISTORY     - 1953     GOOD             CGS
 AW1690  HISTORY     - 1960     GOOD             CGS
 AW1690  HISTORY     - 1960     GOOD             NGS
 AW1690  HISTORY     - 1963     GOOD             CGS
 AW1690  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1690  HISTORY     - 19890320 GOOD             USPSQD
 AW1690  HISTORY     - 19940905 MARK NOT FOUND   USPSQD
 AW1690  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1690  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1690  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1690  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1690
 AW1690                          STATION DESCRIPTION
 AW1690
 AW1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW1690'STATION IS LOCATED ABOUT 0.3 MILE ENE OF THE GILCHRIST RAILROAD
 AW1690'STATION, 22 METERS NNW OF THE CENTER LINE OF THE MAIN TRACK
 AW1690'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, AND 1/3 MILE
 AW1690'SSE OF FAGGARTS WHARF.
 AW1690'
 AW1690'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW1690'SET IN CONCRETE.
 AW1690'
 AW1690'REFERENCE MARK 2 IS 0.5 FOOT NW OF THE NW RIGHT-OF-WAY FENCE
 AW1690'AND 135.3 FEET W OF SW CORNER OF GILCHRIST RAILROAD STATION.
 AW1690'
 AW1690'HEIGHT OF LIGHT ABOVE STATION MARK - 7.6 METERS.
 AW1690
 AW1690                          STATION RECOVERY (1935)
 AW1690
 AW1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RFL)
 AW1690'RECOVERED AS DESCRIBED.  A 20-FOOT SIGNAL WAS ERECTED AT
 AW1690'THIS STATION.
 AW1690
 AW1690                          STATION RECOVERY (1937)
 AW1690
 AW1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW1690'STATION IS W OF THE FRONT OF BAY VIEW CAFE AND IN THE NE CORNER
 AW1690'OF THE INTERSECTION OF E-W FENCE WITH RIGHT-OF-WAY FENCE.
 AW1690'
 AW1690'THE MARK WAS IN GOOD CONDITION AND AN OLD TRIPOD WAS STANDING
 AW1690'OVER THE STATION WHEN VISITED.
 AW1690
 AW1690                          STATION RECOVERY (1947)
 AW1690
 AW1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW1690'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AW1690'A NEW DESCRIPTION IS NEEDED AS ALL THE OLD REFERENCES ARE
 AW1690'GONE.
 AW1690'
 AW1690'THE STATION IS IN THE MAIN PART OF THE TOWN OF GILCHRIST,
 AW1690'350 METERS W OF THE FIRST ROAD LEADING N AT THE E END OF
 AW1690'THE TOWN, 58 METERS W OF MOBILE GAS STATION, 80 METERS NW
 AW1690'OF THE NW CORNER OF THE BAY VIEW CAFE, AND 50 METERS N OF
 AW1690'THE CENTER LINE OF STATE HIGHWAY 87.  STATION IS IN A VACANT
 AW1690'LOT AND 45 METERS N OF CULVERT UNDER THE HIGHWAY.
 AW1690'
 AW1690'REFERENCE MARK 2 IS 0.35 MILE W OF STATION GILCHRIST, 0.1
 AW1690'MILE W OF THE LAST HOUSE ON THE N SIDE OF THE HIGHWAY, 43.5
 AW1690'METERS N OF THE CENTER LINE OF THE ROAD, 17 METERS N OF
 AW1690'THE OLD RAILROAD BED, AND 6 METERS E OF THE N-S SHELL ROAD.
 AW1690
 AW1690                          STATION RECOVERY (1953)
 AW1690
 AW1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AW1690'AT GILCHRIST, 342 FT. NE OF THE E CORNER OF THE POST OFFICE,
 AW1690'227 FT. SW OF THE W CORNER OF THE BLACK MOBIL GAS SERVICE
 AW1690'STATION, 44 FT. NE OF A POWER POLE, 159 FT. NW OF THE CENTERLINE
 AW1690'OF THE HIGHWAY, 74 FT. NE OF THE CENTERLINE OF A SHELL ROAD,
 AW1690'1.2 FT. S OF A WITNESS POST, A TRIANGULATION-STATION DISK,
 AW1690'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT.
 AW1690'ABOVE THE GROUND, AND STAMPED GILCHRIST 1933.
 AW1690'
 AW1690'TIDAL 4 = REFERENCE MARK 2 IS 0.3 MI. SW ALONG STATE HIGHWAY
 AW1690'87 FROM THE POST OFFICE AT GILCHRIST, 212 FT. N OF A POWER
 AW1690'POLE, 106 FT. NW OF TELEPHONE POLE 2610, 143.5 FT. NW OF
 AW1690'THE CENTERLINE OF THE HIGHWAY, 18 FT. NE OF THE CENTERLINE OF A
 AW1690'DIM TRACK ROAD, 0.8 FT. SE OF A WITNESS POST, A REFERENCE-MARK
 AW1690'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT.
 AW1690'ABOVE THE GROUND, AND STAMPED GILCHRIST NO 2 1933.
 AW1690
 AW1690                          STATION RECOVERY (1960)
 AW1690
 AW1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW1690'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 1
 AW1690'IS PROBABLY STILL IN PLACE BUT IS COVERED BY A PILE OF GRAVEL
 AW1690'AND CEMENT BLOCKS.  THE RAILROAD STATION NO LONGER EXISTS.
 AW1690'REVISED DESCRIPTION FOLLOWS.  STATION IS LOCATED IN GILCHRIST,
 AW1690'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 87 FROM THE BRIDGE OVER
 AW1690'THE CANAL, AT THE GULF SERVICE STATION OPERATED BY MR. FOS
 AW1690'AND DIRECTLY BEHIND THE SERVICE STATION BUILDING.  STATION
 AW1690'IS 75.0 FEET EAST OF A SHELL ROAD, 51.4 FEET NORTHEAST OF
 AW1690'POWER POLE NUMBER 482, 46.4 FEET NORTH OF THE NORTHWEST
 AW1690'CORNER OF THE SERVICE STATION AND 1.0 FOOT SOUTH OF A
 AW1690'WITNESS POST.  A STANDARD DISK STAMPED GILCHRIST 1933 SET IN
 AW1690'TOP OF A CONCRETE MONUMENT WHICH IS 4 INCHES
 AW1690'UNDERGROUND.
 AW1690'
 AW1690'R.M. 2 IS 0.3 MILE SOUTHWEST OF THE STATION ALONG THE NORTHWEST
 AW1690'SIDE OF STATE HIGHWAY 87, IN A VACANT LOT, 144.6 FEET NORTH
 AW1690'OF THE CENTERLINE OF HIGHWAY 87, 86.0 FEET NORTHWEST OF
 AW1690'TELEPHONE LINE POLE 970 AND 0.5 FOOT EAST OF A WITNESS POST.
 AW1690'A STANDARD DISK STAMPED GILCHRIST 1933 NO. 2 IN TOP OF A
 AW1690'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 AW1690
 AW1690                          STATION RECOVERY (1960)
 AW1690
 AW1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 AW1690'IN GILCHRIST.
 AW1690'LOCATED IN GILCHRIST 0.9 MILE NORTHEAST OF THE BRIDGE OVER THE CANAL,
 AW1690'ON THE NORTHWEST SIDE OF STATE HIGHWAY 87, AT THE GULF SERVICE STATION
 AW1690'OPERATED BY MR. FOS AND DIRECTLY BEHIND THE SERVICE STATION BUILDING,
 AW1690'75.0 FEET EAST OF THE CENTERLINE OF A SHELL ROAD, 51.4 FEET NORTHEAST
 AW1690'OF POWER LINE POLE 482, 46.4 FEET NORTH OF THE NORTHWEST CORNER OF THE
 AW1690'BUILDING AND 1.0 FOOT SOUTH OF A WITNESS POST.  A STANDARD
 AW1690'TRIANGULATION STATION DISK STAMPED GILCHRIST 1933 IN TOP OF A 10 INCH
 AW1690'SQUARE CONCRETE MONUMENT WHICH IS 4 INCHES UNDERGROUND.
 AW1690
 AW1690                          STATION RECOVERY (1963)
 AW1690
 AW1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW1690'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AW1690'GOOD CONDITION.  THE REFERENCE MARKS WERE SEARCHED FOR BUT
 AW1690'NOT FOUND.  DO TO THE EXTENDING OF MR. FOSS BUILDING THE
 AW1690'STATION MARK WILL BE DESTROYED.  A GILCHRIST 2 AND REFERENCE
 AW1690'MARKS WERE SET AT THIS TIME.  THE STATION WILL NOT BE DESTROYED
 AW1690'BY US AT THIS TIME.
 AW1690
 AW1690                          STATION RECOVERY (1978)
 AW1690
 AW1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1690'THE OWNER STATED THAT THE BENCH MARK WAS 30 INCHES UNDERGROUND DUE TO
 AW1690'HURRICANE CARLA, BUT WOULD NOT ALLOW ANY DIGGING.
 AW1690'NOTE=IT IS NOW KINGS CORNER AND A TEXACO SERVICE STATION.
 AW1690
 AW1690                          STATION RECOVERY (1989)
 AW1690
 AW1690'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1690'RECOVERED IN GOOD CONDITION.
 AW1690
 AW1690                          STATION RECOVERY (1994)
 AW1690
 AW1690'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1690'MARK NOT FOUND.
 AW1690
 AW1690                          STATION RECOVERY (1995)
 AW1690
 AW1690'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1690'MARK NOT FOUND.
 AW1690
 AW1690                          STATION RECOVERY (2002)
 AW1690
 AW1690'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1690'MARK NOT FOUND.
 AW1690
 AW1690                          STATION RECOVERY (2003)
 AW1690
 AW1690'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1690'MARK NOT FOUND.
 AW1690
 AW1690                          STATION RECOVERY (2005)
 AW1690
 AW1690'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1377 ***********************************************************************
 AW1377  TIDAL BM    -  This is a Tidal Bench Mark.
 AW1377  DESIGNATION -  GILCHRIST 2
 AW1377  PID         -  AW1377
 AW1377  STATE/COUNTY-  TX/GALVESTON
 AW1377  USGS QUAD   -  HIGH ISLAND (1994)
 AW1377
 AW1377                         *CURRENT SURVEY CONTROL
 AW1377  ___________________________________________________________________
 AW1377* NAD 83(1993)-  29 30 53.70808(N)    094 29 06.57328(W)     ADJUSTED  
 AW1377* NAVD 88     -         1.37   (+/-2cm)       4.5    (feet)  VERTCON   
 AW1377  ___________________________________________________________________
 AW1377  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW1377  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1377
 AW1377  HORZ ORDER  -  SECOND
 AW1377  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1377
 AW1377.The horizontal coordinates were established by classical geodetic methods
 AW1377.and adjusted by the National Geodetic Survey in February 1996..
 AW1377
 AW1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1377.The vertical order pertains to the NGVD 29 superseded value.
 AW1377
 AW1377.This Tidal Bench Mark is designated as VM 14106
 AW1377.by the Center for Operational Oceanographic Products and Services.
 AW1377
 AW1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1377
 AW1377.The geoid height was determined by GEOID03.
 AW1377
 AW1377;                    North         East     Units Scale Factor Converg.
 AW1377;SPC TXSC     - 4,194,811.201 1,037,556.746   MT  0.99986816   +2 12 42.8
 AW1377;SPC TXSC     -13,762,476.42  3,404,050.76   sFT  0.99986816   +2 12 42.8
 AW1377;UTM  15      - 3,265,955.597   356,059.977   MT  0.99985565   -0 43 54.4
 AW1377
 AW1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1377!SPC TXSC     -   1.00000400  x   0.99986816  =   0.99987216
 AW1377!UTM  15      -   1.00000400  x   0.99985565  =   0.99985965
 AW1377
 AW1377:                Primary Azimuth Mark                     Grid Az
 AW1377:SPC TXSC     -  S 1134                                   073 54 42.8
 AW1377:UTM  15      -  S 1134                                   076 51 20.0
 AW1377
 AW1377|---------------------------------------------------------------------|
 AW1377| PID    Reference Object                     Distance      Geod. Az  |
 AW1377|                                                           dddmmss.s |
 AW1377| AW1379 S 1134                                             0760725.6 |
 AW1377| CV9817 GILCHRIST 2 RM 3                     21.459 METERS 07838     |
 AW1377| AW1378 GILCHRIST 2 RM 4                     21.988 METERS 16035     |
 AW1377| AW1690 GILCHRIST                            65.859 METERS 19404     |
 AW1377|---------------------------------------------------------------------|
 AW1377
 AW1377                          SUPERSEDED SURVEY CONTROL
 AW1377
 AW1377  NAD 83(1993)-  29 30 53.71412(N)    094 29 06.57013(W) AD(       ) 2
 AW1377  NAD 83(1986)-  29 30 53.72728(N)    094 29 06.55343(W) AD(       ) 2
 AW1377  NAD 27      -  29 30 52.89290(N)    094 29 05.86750(W) AD(       ) 2
 AW1377  NGVD 29 (??/??/92)    1.373  (m)            4.50   (f) ADJ UNCH    1 2
 AW1377
 AW1377.Superseded values are not recommended for survey control.
 AW1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1377.See file dsdata.txt to determine how the superseded data were derived.
 AW1377
 AW1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN5606065956(NAD 83)
 AW1377_MARKER: DS = TRIANGULATION STATION DISK
 AW1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1377_SP_SET: CONCRETE POST
 AW1377_STAMPING: GILCHRIST 2 1963
 AW1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1377+STABILITY: SURFACE MOTION
 AW1377
 AW1377  HISTORY     - Date     Condition        Report By
 AW1377  HISTORY     - 1963     MONUMENTED       CGS
 AW1377  HISTORY     - 1967     GOOD             CGS
 AW1377  HISTORY     - 1976     GOOD             NGS
 AW1377  HISTORY     - 1977     GOOD             NGS
 AW1377  HISTORY     - 1978     GOOD             NGS
 AW1377  HISTORY     - 19940905 MARK NOT FOUND   USPSQD
 AW1377  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1377  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1377  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1377  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1377
 AW1377                          STATION DESCRIPTION
 AW1377
 AW1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW1377'THE STATION IS LOCATED IN THE SMALL VILLAGE OF GILCHRIST,
 AW1377'73 PACES NORTH OF GILCHRIST 1933, 22 PACES NORTHEAST OF
 AW1377'A SHALLOW DITCH, 55 PACES SOUTHWEST OF A STREET, ON THE
 AW1377'PROPERTY OWNED BY MRS. BLACK, WHO LIVES IN A MOBIL HOME DIRECTLY
 AW1377'ACROSS THE STREET FROM THE STATION.
 AW1377'
 AW1377'THE STATION IS A STANDARD DISK STAMPED GILCHRIST 2 1963, SET
 AW1377'IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 3
 AW1377'INCHES FROM THE GROUND SURFACE.  IT IS 3.6 FEET SOUTH OF
 AW1377'A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  162.1
 AW1377'FEET WEST OF A SHELL ROAD.
 AW1377'
 AW1377'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED GILCHRIST 2
 AW1377'NO 3 1963, SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT,
 AW1377'PROJECTING 1 INCH FROM THE GROUND SURFACE.  IT IS 68.6 FEET
 AW1377'EAST OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.
 AW1377'96.0 FEET SOUTHWEST OF A SHELL ROAD.
 AW1377'
 AW1377'REFERENCE MARK NO 4 IS A STANDARD DISK STAMPED GILCHRIST
 AW1377'2 NO 4 1963, SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT,
 AW1377'PROJECTING 3 INCHES FROM THE GROUND SURFACE.  IT IS 75.0
 AW1377'FEET SOUTH OF A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST
 AW1377'AND SIGN.  166.5 FEET SOUTHWEST OF A SHELL ROAD.
 AW1377'
 AW1377'BENCH MARK S1134 IS A STANDARD DISK STAMPED S1134 1958, SET
 AW1377'IN A 6 INCH ROUND CONCRETE FILLED TILE, THAT IS 15 INCHES
 AW1377'BELOW THE GROUND SURFACE.  IT IS 3.5 FEET NORTHEAST OF A
 AW1377'POWERLINE POLE.  1.2 FEET SOUTHWEST OF A 3 INCH DIAMETER
 AW1377'CREOSOTE WOOD WITNESS POST AND SIGN.  61.1 FEET SOUTHWEST
 AW1377'OF STATE HIGHWAY 87.
 AW1377'
 AW1377'HEIGHT OF LIGHT ABOVE STATION MARK 22.04 METERS.
 AW1377
 AW1377                          STATION RECOVERY (1967)
 AW1377
 AW1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WPS)
 AW1377'STATION IN GOOD CONDITION.  REFERENCE MARKS NOT SEARCHED
 AW1377'FOR.
 AW1377
 AW1377                          STATION RECOVERY (1976)
 AW1377
 AW1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 AW1377'STATION MARK, R.M. 1, R.M. 2, AND BM S 1134 (AZIMUTH MARK) RECOVERED
 AW1377'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 AW1377'FOLLOWING ADDITION.  THE STATION MARK IS 262 FT. NORTHEAST OF THE
 AW1377'NORTHEAST CORNER OF KINGS CORNER RESTUARANT AND TEXACO GAS
 AW1377'STATION, AND 132.6 FT. EAST OF THE SOUTHEAST CORNER OF A GREEN
 AW1377'HOUSE.
 AW1377'
 AW1377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GILCHRIST.
 AW1377
 AW1377                          STATION RECOVERY (1977)
 AW1377
 AW1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW1377'THE STATION MARK AND REFERENCE MARK NUMBER 3 WERE RECOVERED, BENCH
 AW1377'MARK S1134 1958 ALSO RECOVERED AND FOUND IN GOOD CONDITION.
 AW1377'REFERENCE MARK 4 COULD STILL BE IN TACK A PILE OF DIRT IS WHERE THE
 AW1377'MARK SHOULD BE, A TRAILER HOUSE WAS SETTING WHERE STATION GILCHRIST
 AW1377'1933 IS.  THE STATION IS BEHIND A TEXACO STATION INSTEAD OF A GULF
 AW1377'SERVICE STATION.
 AW1377'
 AW1377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EASTERN PART OF
 AW1377'SMALL VILLAGE OF GILCHRIST.
 AW1377
 AW1377                          STATION RECOVERY (1978)
 AW1377
 AW1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1377'IN GILCHRIST.
 AW1377'ABOUT 0.9 MILE NORTHEAST OF BRIDGE OVER THE CANAL, BEHIND KINGS
 AW1377'CORNER GROCERY STORE AND TEXACO STATION ON THE NORTHWEST SIDE
 AW1377'OF STATE HIGHWAY 87, 351 FEET NORTHWEST OF CENTERLINE OF HIGHWAY.
 AW1377'229 FEET NORTH OF CENTERLINE OF A SHELL ROAD, 280 FEET NORTH
 AW1377'OF POWER POLE WITH 2 TRANSFORMERS AND STREET LIGHT, 150 FEET SOUTH
 AW1377'OF A POWER POLE, AND 223 FEET NORTHWEST OF THE NORTHWEST CORNER
 AW1377'OF A BUILDING.
 AW1377
 AW1377                          STATION RECOVERY (1994)
 AW1377
 AW1377'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1377'MARK NOT FOUND.
 AW1377
 AW1377                          STATION RECOVERY (1995)
 AW1377
 AW1377'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1377'MARK NOT FOUND.
 AW1377
 AW1377                          STATION RECOVERY (2002)
 AW1377
 AW1377'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1377'MARK NOT FOUND.
 AW1377
 AW1377                          STATION RECOVERY (2003)
 AW1377
 AW1377'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1377'MARK NOT FOUND.
 AW1377
 AW1377                          STATION RECOVERY (2005)
 AW1377
 AW1377'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1378 ***********************************************************************
 AW1378  DESIGNATION -  GILCHRIST 2 RM 4
 AW1378  PID         -  AW1378
 AW1378  STATE/COUNTY-  TX/GALVESTON
 AW1378  USGS QUAD   -  HIGH ISLAND (1994)
 AW1378
 AW1378                         *CURRENT SURVEY CONTROL
 AW1378  ___________________________________________________________________
 AW1378* NAD 83(1986)-  29 30 52.     (N)    094 29 06.     (W)     SCALED    
 AW1378* NAVD 88     -         1.33   (+/-2cm)       4.4    (feet)  VERTCON   
 AW1378  ___________________________________________________________________
 AW1378  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1378
 AW1378  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1378
 AW1378.The horizontal coordinates were scaled from a topographic map and have
 AW1378.an estimated accuracy of +/- 6 seconds.
 AW1378
 AW1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1378.The vertical order pertains to the NGVD 29 superseded value.
 AW1378
 AW1378.The geoid height was determined by GEOID03.
 AW1378
 AW1378;                    North         East    Units  Estimated Accuracy
 AW1378;SPC TXSC     - 4,194,760.    1,037,570.      MT  (+/- 180 meters Scaled)
 AW1378
 AW1378                          SUPERSEDED SURVEY CONTROL
 AW1378
 AW1378  NGVD 29 (??/??/92)    1.333  (m)            4.37   (f) ADJ UNCH    1 2
 AW1378
 AW1378.Superseded values are not recommended for survey control.
 AW1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1378.See file dsdata.txt to determine how the superseded data were derived.
 AW1378
 AW1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN560659(NAD 83)
 AW1378_MARKER: DR = REFERENCE MARK DISK
 AW1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1378_SP_SET: CONCRETE POST
 AW1378_STAMPING: GILCHRIST 2 NO 4 1963
 AW1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1378+STABILITY: SURFACE MOTION
 AW1378
 AW1378  HISTORY     - Date     Condition        Report By
 AW1378  HISTORY     - 1963     MONUMENTED       CGS
 AW1378  HISTORY     - 1978     GOOD             NGS
 AW1378  HISTORY     - 19940905 MARK NOT FOUND   USPSQD
 AW1378  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1378  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1378  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1378  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1378
 AW1378                          STATION DESCRIPTION
 AW1378
 AW1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1378'IN GILCHRIST.
 AW1378'ABOUT 0.9 MILE NORTHEAST OF THE BRIDGE OVER THE CANAL ON THE
 AW1378'NORTHWEST SIDE OF STATE HIGHWAY 87, BEHIND THE KINGS CORNER GROCERY
 AW1378'STORE AND TEXACO SERVICE STATION, 273 FEET NORTHWEST OF THE
 AW1378'CENTERLINE OF HIGHWAY, 225 FEET NORTH OF POWER POLE WITH 2
 AW1378'TRANSFORMERS AND STREET LIGHT, 201 FEET NORTHEAST OF THE CENTERLINE
 AW1378'OF SHELL ROAD, AND 72 FEET EAST OF TRIANGULATION STATION
 AW1378'GILCHRIST 2 1963.
 AW1378
 AW1378                          STATION RECOVERY (1994)
 AW1378
 AW1378'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1378'MARK NOT FOUND.
 AW1378
 AW1378                          STATION RECOVERY (1995)
 AW1378
 AW1378'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1378'MARK NOT FOUND.
 AW1378
 AW1378                          STATION RECOVERY (2002)
 AW1378
 AW1378'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1378'MARK NOT FOUND.
 AW1378
 AW1378                          STATION RECOVERY (2003)
 AW1378
 AW1378'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1378'MARK NOT FOUND.
 AW1378
 AW1378                          STATION RECOVERY (2005)
 AW1378
 AW1378'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1376 ***********************************************************************
 AW1376  DESIGNATION -  GILCHRIST RM 2
 AW1376  PID         -  AW1376
 AW1376  STATE/COUNTY-  TX/GALVESTON
 AW1376  USGS QUAD   -  HIGH ISLAND (1994)
 AW1376
 AW1376                         *CURRENT SURVEY CONTROL
 AW1376  ___________________________________________________________________
 AW1376* NAD 83(1986)-  29 30 44.     (N)    094 29 26.     (W)     SCALED    
 AW1376* NAVD 88     -         1.36   (+/-2cm)       4.5    (feet)  VERTCON   
 AW1376  ___________________________________________________________________
 AW1376  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1376
 AW1376  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1376
 AW1376.The horizontal coordinates were scaled from a topographic map and have
 AW1376.an estimated accuracy of +/- 6 seconds.
 AW1376
 AW1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1376.The vertical order pertains to the NGVD 29 superseded value.
 AW1376
 AW1376.The geoid height was determined by GEOID03.
 AW1376
 AW1376;                    North         East    Units  Estimated Accuracy
 AW1376;SPC TXSC     - 4,194,490.    1,037,050.      MT  (+/- 180 meters Scaled)
 AW1376
 AW1376                          SUPERSEDED SURVEY CONTROL
 AW1376
 AW1376  NGVD 29 (??/??/92)    1.361  (m)            4.47   (f) ADJ UNCH    1 2
 AW1376
 AW1376.Superseded values are not recommended for survey control.
 AW1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1376.See file dsdata.txt to determine how the superseded data were derived.
 AW1376
 AW1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN555656(NAD 83)
 AW1376_MARKER: DR = REFERENCE MARK DISK
 AW1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1376_STAMPING: GILCHRIST NO.2 1933
 AW1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1376+STABILITY: SURFACE MOTION
 AW1376
 AW1376  HISTORY     - Date     Condition        Report By
 AW1376  HISTORY     - 1933     MONUMENTED       CGS
 AW1376  HISTORY     - 1960     GOOD             NGS
 AW1376  HISTORY     - 1978     GOOD             NGS
 AW1376  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1376  HISTORY     - 1987     GOOD             USPSQD
 AW1376  HISTORY     - 19940905 MARK NOT FOUND   USPSQD
 AW1376  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1376  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1376  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1376  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1376
 AW1376                          STATION DESCRIPTION
 AW1376
 AW1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AW1376'IN GILCHRIST.
 AW1376'LOCATED IN GILCHRIST 0.6 MILE NORTHEAST OF THE BRIDGE OVER THE CANAL,
 AW1376'IN A VACANT LOT ON THE NORTHWEST SIDE OF STATE HIGHWAY 87, 144.6 FEET
 AW1376'NORTH OF THE CENTERLINE OF HIGHWAY 87, 86.0 FEET NORTHWEST OF
 AW1376'TELEPHONE LINE POLE 970 AND 0.5 FOOT EAST OF A WITNESS POST.  A
 AW1376'STANDARD REFERENCE MARK DISK STAMPED GILCHRIST NO. 2 1933 IN TOP OF A
 AW1376'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE GROUND.
 AW1376
 AW1376                          STATION RECOVERY (1978)
 AW1376
 AW1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1376'ADD=219 FEET WEST AND ACROSS HIGHWAY FROM POWER POLE NUMBER
 AW1376'175 159.
 AW1376'DELETE=87 FEET NORTHWEST OF TELEPHONE POLE 970.
 AW1376
 AW1376                          STATION RECOVERY (1987)
 AW1376
 AW1376'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1376'MARK NOT FOUND.
 AW1376
 AW1376                          STATION RECOVERY (1987)
 AW1376
 AW1376'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1376'RECOVERED IN GOOD CONDITION.
 AW1376
 AW1376                          STATION RECOVERY (1994)
 AW1376
 AW1376'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1376'MARK NOT FOUND.
 AW1376
 AW1376                          STATION RECOVERY (1995)
 AW1376
 AW1376'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1376'MARK NOT FOUND.
 AW1376
 AW1376                          STATION RECOVERY (2002)
 AW1376
 AW1376'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1376'MARK NOT FOUND.
 AW1376
 AW1376                          STATION RECOVERY (2003)
 AW1376
 AW1376'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1376'MARK NOT FOUND.
 AW1376
 AW1376                          STATION RECOVERY (2005)
 AW1376
 AW1376'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0752 ***********************************************************************
 EN0752  DESIGNATION -  GILES
 EN0752  PID         -  EN0752
 EN0752  STATE/COUNTY-  TX/DONLEY
 EN0752  USGS QUAD   -  GILES (1982)
 EN0752
 EN0752                         *CURRENT SURVEY CONTROL
 EN0752  ___________________________________________________________________
 EN0752* NAD 83(1993)-  34 48 20.23993(N)    100 35 11.06300(W)     ADJUSTED  
 EN0752* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 EN0752  ___________________________________________________________________
 EN0752  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 EN0752  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EN0752
 EN0752  HORZ ORDER  -  SECOND
 EN0752
 EN0752.The horizontal coordinates were established by classical geodetic methods
 EN0752.and adjusted by the National Geodetic Survey in February 1996..
 EN0752
 EN0752.The orthometric height was scaled from a topographic map.
 EN0752
 EN0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0752
 EN0752.The geoid height was determined by GEOID03.
 EN0752
 EN0752;                    North         East     Units Scale Factor Converg.
 EN0752;SPC TX N     - 1,089,760.322   283,593.130   MT  0.99996757   +0 31 46.1
 EN0752;SPC TX N     - 3,575,321.99    930,421.79   sFT  0.99996757   +0 31 46.1
 EN0752;UTM  14      - 3,852,634.497   354,889.782   MT  0.99985953   -0 54 20.4
 EN0752
 EN0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0752!SPC TX N     -   0.99988935  x   0.99996757  =   0.99985692
 EN0752!UTM  14      -   0.99988935  x   0.99985953  =   0.99974889
 EN0752
 EN0752|---------------------------------------------------------------------|
 EN0752| PID    Reference Object                     Distance      Geod. Az  |
 EN0752|                                                           dddmmss.s |
 EN0752| CX7268 GILES RM 1                            5.525 METERS 06705     |
 EN0752| EN0764 MEMPHIS COMPRESS TANK               APPROX. 9.2 KM 1521432.8 |
 EN0752| EN0765 MEMPHIS VUMORE TV MST               APPROX. 8.6 KM 1665937.2 |
 EN0752| CX7269 GILES RM 2                            5.128 METERS 24531     |
 EN0752| EN0753 MEMPHIS CAP ROCK TRANS SYS MST      APPROX. 1.6 KM 2674726.4 |
 EN0752| EN0754 HEDLEY WATER TANK                   APPROX. 9.9 KM 3150559.6 |
 EN0752| CX7267 GILES AZ MK                                        3313513.0 |
 EN0752|---------------------------------------------------------------------|
 EN0752
 EN0752                          SUPERSEDED SURVEY CONTROL
 EN0752
 EN0752  NAD 83(1993)-  34 48 20.24111(N)    100 35 11.06176(W) AD(       ) 2
 EN0752  NAD 83(1986)-  34 48 20.24535(N)    100 35 11.05531(W) AD(       ) 2
 EN0752  NAD 27      -  34 48 20.06580(N)    100 35 09.58997(W) AD(       ) 2
 EN0752
 EN0752.Superseded values are not recommended for survey control.
 EN0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0752.See file dsdata.txt to determine how the superseded data were derived.
 EN0752
 EN0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5489052634(NAD 83)
 EN0752_MARKER: DS = TRIANGULATION STATION DISK
 EN0752_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EN0752
 EN0752  HISTORY     - Date     Condition        Report By
 EN0752  HISTORY     - 1964     MONUMENTED       CGS
 EN0752
 EN0752                          STATION DESCRIPTION
 EN0752
 EN0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0752'THE STATION IS ABOUT 6-1/2 MILES NORTH-NORTHWEST OF MEMPHIS, 5-1/2
 EN0752'MILES SOUTHEAST OF HEDLEY AND 100 YARDS WEST OF U.S. HIGHWAY 287, ON
 EN0752'THE HIGHEST POINT OF A SMALL PROMINENT BUTTE.
 EN0752'
 EN0752'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 EN0752'HIGHWAY 256 IN MEMPHIS, GO NORTHWEST ON U.S. HIGHWAY 287 FOR 6.6
 EN0752'MILES TO THE NORTH END OF A CUTBANK.  (TO REACH THE AZIMUTH MARK,
 EN0752'CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.55 MILE TO THE MARK ON THE
 EN0752'RIGHT.) TURN SHARP LEFT, OFF HIGHWAY AND GO SOUTH ALONG THE EAST
 EN0752'SIDE OF A RIGHT-OF-WAY FENCE FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.
 EN0752'PACK WESTERLY FOR ABOUT 75 YARDS TO THE HIGHEST POINT OF THE BUTTE
 EN0752'AND THE STATION.
 EN0752'
 EN0752'STATION MARK IS A STANDARD DISK, STAMPED GILES 1964, BRAZED TO THE
 EN0752'TOP OF A 2 INCH IRON PIPE PROJECTING 12 INCHES.
 EN0752'
 EN0752'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GILES NO 1 1964, BRAZED
 EN0752'TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 12 INCHES.  IT IS ABOUT
 EN0752'3 FEET LOWER THAN THE STATION.
 EN0752'
 EN0752'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GILES NO 2 1964, BRAZED
 EN0752'TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 14 INCHES.  IT IS ABOUT
 EN0752'4 FEET LOWER THAN THE STATION.
 EN0752'
 EN0752'AZIMUTH MARK IS A STANDARD DISK, STAMPED GILES 1964, SET IN THE TOP
 EN0752'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 EN0752'INCHES.  IT IS 56 FEET NORTHEAST AND ABOUT 20 FEET HIGHER THAN THE
 EN0752'CENTERLINE OF HIGHWAY 287, 2.5 FEET NORTHEAST OF A WITNESS POST
 EN0752'AND 1 FOOT EAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0664 ***********************************************************************
 BN0664  DESIGNATION -  GILL
 BN0664  PID         -  BN0664
 BN0664  STATE/COUNTY-  TX/GILLESPIE
 BN0664  USGS QUAD   -  CRABAPPLE (1967)
 BN0664
 BN0664                         *CURRENT SURVEY CONTROL
 BN0664  ___________________________________________________________________
 BN0664* NAD 83(1993)-  30 23 16.16859(N)    098 51 45.58632(W)     ADJUSTED  
 BN0664* NAVD 88     -       637.     (meters)    2090.     (feet)  SCALED    
 BN0664  ___________________________________________________________________
 BN0664  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 BN0664  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BN0664
 BN0664  HORZ ORDER  -  THIRD
 BN0664
 BN0664.The horizontal coordinates were established by classical geodetic methods
 BN0664.and adjusted by the National Geodetic Survey in February 1996..
 BN0664
 BN0664.The orthometric height was scaled from a topographic map.
 BN0664
 BN0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0664
 BN0664.The geoid height was determined by GEOID03.
 BN0664
 BN0664;                    North         East     Units Scale Factor Converg.
 BN0664;SPC TX C     - 3,080,879.235   841,331.739   MT  0.99993867   +0 45 26.9
 BN0664;SPC TX C     -10,107,851.29  2,760,269.21   sFT  0.99993867   +0 45 26.9
 BN0664;UTM  14      - 3,361,768.730   513,194.048   MT  0.99960215   +0 04 10.1
 BN0664
 BN0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0664!SPC TX C     -   0.99990346  x   0.99993867  =   0.99984214
 BN0664!UTM  14      -   0.99990346  x   0.99960215  =   0.99950565
 BN0664
 BN0664|---------------------------------------------------------------------|
 BN0664| PID    Reference Object                     Distance      Geod. Az  |
 BN0664|                                                           dddmmss.s |
 BN0664| CV4091 GILL RM 1                            22.174 METERS 05752     |
 BN0664| CV4090 GILL AZ MK                                         1775144.2 |
 BN0664| BN0663 2096                                 21.120 METERS 17938     |
 BN0664|---------------------------------------------------------------------|
 BN0664
 BN0664                          SUPERSEDED SURVEY CONTROL
 BN0664
 BN0664  NAD 83(1986)-  30 23 16.17859(N)    098 51 45.57271(W) AD(       ) 3
 BN0664  NAD 27      -  30 23 15.46830(N)    098 51 44.42090(W) AD(       ) 3
 BN0664
 BN0664.Superseded values are not recommended for survey control.
 BN0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0664.See file dsdata.txt to determine how the superseded data were derived.
 BN0664
 BN0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1319461769(NAD 83)
 BN0664_MARKER: DS = TRIANGULATION STATION DISK
 BN0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0664_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0664
 BN0664  HISTORY     - Date     Condition        Report By
 BN0664  HISTORY     - 1956     MONUMENTED       CGS
 BN0664  HISTORY     - 19930804 GOOD             USPSQD
 BN0664  HISTORY     - 19960309 GOOD             USPSQD
 BN0664
 BN0664                          STATION DESCRIPTION
 BN0664
 BN0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0664'THE STATION IS ABOUT 7-3/4 MILES NORTH OF FREDERICKSBURG,
 BN0664'ON THE RIGHT-OF-WAY OF FARM ROAD 965.  IT IS 34 FEET WEST OF THE
 BN0664'CENTER OF THE ROAD, 8 FEET EAST OF A FENCE AND 6 FEET EAST
 BN0664'OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0664'
 BN0664'TO REACH THE STATION FROM THE POST OFFICE IN FREDERICKSBURG,
 BN0664'GO WEST ON MAIN STREET FOR 0.25 MILE TO FARM ROAD 965, TURN
 BN0664'RIGHT AND GO NORTH ON FARM ROAD 965 FOR 7.5 MILES TO A GRAVEL
 BN0664'PIT ON THE RIGHT, CONTINUE NORTH ON THE ROAD FOR 0.4 MILE
 BN0664'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR 0.25 MILE
 BN0664'TO THE STATION ON THE LEFT.
 BN0664'
 BN0664'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED GILL
 BN0664'1956.
 BN0664'
 BN0664'REFERENCE MARK 1 IS 23 FEET EAST OF THE CENTER OF THE ROAD
 BN0664'AND 16 FEET WEST OF A FENCE.  THE MARK PROJECTS 3 INCHES,
 BN0664'AND THE DISK IS STAMPED GILL NO 1 1956.
 BN0664'
 BN0664'USGS BM (R.M. 2) IS 28 FEET WEST OF THE CENTER OF THE ROAD
 BN0664'AND 13 FEET EAST OF A FENCE.  THE MARK IS A BRONZE BENCH MARK
 BN0664'CAP FASTENED TO A 3-INCH IRON PIPE THAT PROJECTS 18 INCHES.  THE
 BN0664'CAP IS STAMPED 2096-SA-44.  THIS MARK BEARS NO NAME OR
 BN0664'DESIGNATION.
 BN0664'
 BN0664'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF THE ROAD, 18
 BN0664'FEET EAST OF A FENCE AND 17 FEET EAST OF A 4 IN X 4 IN WHITE
 BN0664'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 BN0664'STAMPED GILL 1956.
 BN0664'
 BN0664'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 BN0664
 BN0664                          STATION RECOVERY (1993)
 BN0664
 BN0664'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0664'RECOVERED IN GOOD CONDITION.
 BN0664
 BN0664                          STATION RECOVERY (1996)
 BN0664
 BN0664'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0841 ***********************************************************************
 EN0841  DESIGNATION -  GILL
 EN0841  PID         -  EN0841
 EN0841  STATE/COUNTY-  TX/BRISCOE
 EN0841  USGS QUAD   -  SILVERTON SW (1965)
 EN0841
 EN0841                         *CURRENT SURVEY CONTROL
 EN0841  ___________________________________________________________________
 EN0841* NAD 83(1993)-  34 19 46.06284(N)    101 25 58.95343(W)     ADJUSTED  
 EN0841* NAVD 88     -      1005.     (meters)    3297.     (feet)  SCALED    
 EN0841  ___________________________________________________________________
 EN0841  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 EN0841  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EN0841
 EN0841  HORZ ORDER  -  SECOND
 EN0841
 EN0841.The horizontal coordinates were established by classical geodetic methods
 EN0841.and adjusted by the National Geodetic Survey in February 1996..
 EN0841
 EN0841.The orthometric height was scaled from a topographic map.
 EN0841
 EN0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0841
 EN0841.The geoid height was determined by GEOID03.
 EN0841
 EN0841;                    North         East     Units Scale Factor Converg.
 EN0841;SPC TX N     - 1,036,553.219   206,162.412   MT  1.00008971   +0 02 19.7
 EN0841;SPC TX N     - 3,400,758.35    676,384.51   sFT  1.00008971   +0 02 19.7
 EN0841;SPC TXNC     - 2,299,073.126   330,084.387   MT  1.00012141   -1 35 58.8
 EN0841;SPC TXNC     - 7,542,875.75  1,082,951.86   sFT  1.00012141   -1 35 58.8
 EN0841;UTM  14      - 3,801,368.253   276,160.264   MT  1.00021765   -1 22 21.7
 EN0841
 EN0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0841!SPC TX N     -   0.99984643  x   1.00008971  =   0.99993612
 EN0841!SPC TXNC     -   0.99984643  x   1.00012141  =   0.99996782
 EN0841!UTM  14      -   0.99984643  x   1.00021765  =   1.00006404
 EN0841
 EN0841:                Primary Azimuth Mark                     Grid Az
 EN0841:SPC TX N     -  LOCKNEY ATT MICRO RELAY MST              180 05 25.2
 EN0841:SPC TXNC     -  LOCKNEY ATT MICRO RELAY MST              181 43 43.7
 EN0841:UTM  14      -  LOCKNEY ATT MICRO RELAY MST              181 30 06.6
 EN0841
 EN0841|---------------------------------------------------------------------|
 EN0841| PID    Reference Object                     Distance      Geod. Az  |
 EN0841|                                                           dddmmss.s |
 EN0841| EN0836 LOCKNEY ATT MICRO RELAY MST         APPROX.16.0 KM 1800744.9 |
 EN0841| CJ6470 GILL AZ MK                                         1835809.5 |
 EN0841| CJ6471 GILL RM 1                            19.994 METERS 18632     |
 EN0841| CJ6472 GILL RM 2                            23.311 METERS 27540     |
 EN0841|---------------------------------------------------------------------|
 EN0841
 EN0841                          SUPERSEDED SURVEY CONTROL
 EN0841
 EN0841  NAD 83(1993)-  34 19 46.06628(N)    101 25 58.94982(W) AD(       ) 2
 EN0841  NAD 83(1986)-  34 19 46.06884(N)    101 25 58.94792(W) AD(       ) 2
 EN0841  NAD 27      -  34 19 45.82771(N)    101 25 57.35126(W) AD(       ) 2
 EN0841
 EN0841.Superseded values are not recommended for survey control.
 EN0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0841.See file dsdata.txt to determine how the superseded data were derived.
 EN0841
 EN0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD7616001368(NAD 83)
 EN0841_MARKER: DS = TRIANGULATION STATION DISK
 EN0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0841
 EN0841  HISTORY     - Date     Condition        Report By
 EN0841  HISTORY     - 1964     MONUMENTED       CGS
 EN0841  HISTORY     - 1971     GOOD             USAF
 EN0841
 EN0841                          STATION DESCRIPTION
 EN0841
 EN0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0841'THE STATION IS ABOUT 12-1/2 MILES SOUTHWEST OF SILVERTON, 14 MILES
 EN0841'NORTH OF LOCKNEY, IN THE SOUTHEAST CORNER OF A RANCH YARD OWNED BY
 EN0841'JOHN GILL.
 EN0841'
 EN0841'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM
 EN0841'ROAD 378 AT THE SOUTHEAST EDGE OF LOCKNEY GO NORTH ON FARM ROAD 378
 EN0841'FOR 10.35 MILES TO FARM ROAD 788 ON THE LEFT.  CONTINUE NORTH ON
 EN0841'FARM ROAD 378 FOR 4.15 MILES TO A CROSSROAD AT THE AZIMUTH MARK ON
 EN0841'THE RIGHT.  CONTINUE NORTH ON FARM ROAD 378 FOR 0.75 MILE TO A
 EN0841'GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST-NORTHEAST ON
 EN0841'THE GRAVEL ROAD FOR 0.1 MILE TO THE STATION.
 EN0841'
 EN0841'THE STATION MARK IS A STANDARD DISK, STAMPED GILL 1964, SET IN THE
 EN0841'TOP OF A 12 INCH SQUARE CONCRETE POST 3 INCHES BELOW THE GROUND
 EN0841'SURFACE.  IT IS 118.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EN0841'RANCH HOUSE, 78 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD
 EN0841'AND 91 FEET NORTH OF THE NORTH EDGE OF A CULTIVED FIELD.
 EN0841'
 EN0841'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GILL NO 1 1964, SET IN
 EN0841'THE TOP OF A 12 INCH SQUARE CONCRETE POST 3 INCHES BELOW THE GROUND
 EN0841'SURFACE.  IT IS 168.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 EN0841'OF THE HOUSE, 25 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD,
 EN0841'83 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD AND AT ABOUT
 EN0841'THE SAME ELEVATION AS THE STATION.
 EN0841'
 EN0841'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GILL NO 2 1964, SET IN
 EN0841'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0841'IS 78.6 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 87.2 FEET
 EN0841'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE AND AT ABOUT
 EN0841'THE SAME ELEVATION AS THE STATION.
 EN0841'
 EN0841'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GILL 1964, SET IN THE
 EN0841'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 EN0841'95.7 FEET EAST OF THE CENTERLINE OF FARM ROAD 378, 2.0 FEET WEST OF A
 EN0841'TRANSFORMER POLE, 2.5 FEET EAST OF A WITNESS POST, 25.8 FEET
 EN0841'SOUTH OF THE CENTERLINE OF A GRADED ROAD AND 63.2 FEET NORTHWEST OF
 EN0841'THE CENTER OF THE TOP OF AN IRRIGATION PUMP.
 EN0841'
 EN0841'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EN0841
 EN0841                          STATION RECOVERY (1971)
 EN0841
 EN0841'RECOVERY NOTE BY US AIR FORCE 1971
 EN0841'STATION, RM 1, RM 2, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 EN0841'
 EN0841'1964 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0978 ***********************************************************************
 DO0978  DESIGNATION -  GILL
 DO0978  PID         -  DO0978
 DO0978  STATE/COUNTY-  TX/CLAY
 DO0978  USGS QUAD   -  BELLEVUE (1968)
 DO0978
 DO0978                         *CURRENT SURVEY CONTROL
 DO0978  ___________________________________________________________________
 DO0978* NAD 83(1993)-  33 41 17.46419(N)    098 01 03.85679(W)     ADJUSTED  
 DO0978* NAVD 88     -       313.93   (+/-2cm)    1030.0    (feet)  VERTCON   
 DO0978  ___________________________________________________________________
 DO0978  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 DO0978  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DO0978
 DO0978  HORZ ORDER  -  THIRD
 DO0978  VERT ORDER  -  THIRD ? (See Below)
 DO0978
 DO0978.The horizontal coordinates were established by classical geodetic methods
 DO0978.and adjusted by the National Geodetic Survey in February 1996..
 DO0978
 DO0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0978.The vertical order pertains to the NGVD 29 superseded value.
 DO0978
 DO0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0978
 DO0978.The geoid height was determined by GEOID03.
 DO0978
 DO0978;                    North         East     Units Scale Factor Converg.
 DO0978;SPC TXNC     - 2,224,274.212   644,712.705   MT  0.99993420   +0 15 46.9
 DO0978;SPC TXNC     - 7,297,472.98  2,115,194.93   sFT  0.99993420   +0 15 46.9
 DO0978;UTM  14      - 3,728,016.259   591,041.593   MT  0.99970218   +0 32 41.5
 DO0978
 DO0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0978!SPC TXNC     -   0.99995497  x   0.99993420  =   0.99988918
 DO0978!UTM  14      -   0.99995497  x   0.99970218  =   0.99965717
 DO0978
 DO0978                          SUPERSEDED SURVEY CONTROL
 DO0978
 DO0978  NAD 83(1993)-  33 41 17.46541(N)    098 01 03.85567(W) AD(       ) 3
 DO0978  NAD 83(1986)-  33 41 17.46741(N)    098 01 03.84423(W) AD(       ) 3
 DO0978  NGVD 29 (07/26/91)  313.85   (m)         1029.7    (f) LEVELING    3  
 DO0978
 DO0978.Superseded values are not recommended for survey control.
 DO0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0978.See file dsdata.txt to determine how the superseded data were derived.
 DO0978
 DO0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9104228016(NAD 83)
 DO0978_MARKER: DS = TRIANGULATION STATION DISK
 DO0978_SETTING: 0 = UNSPECIFIED SETTING
 DO0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0978
 DO0978  HISTORY     - Date     Condition        Report By
 DO0978  HISTORY     - 1958     MONUMENTED       USGS
 DO0978
 DO0978                          STATION DESCRIPTION
 DO0978
 DO0978'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DO0978'STATION IS LOCATED ABOUT 3.3 MI. (AIRLINE) N. AND 0.4 MI. W. OF
 DO0978'BELLEVUE, CLAY COUNTY, TEXAS, ABOUT 300 FT. E. OF A FARM BUILDING
 DO0978'AND AT A PASTURE FENCE CORNER.
 DO0978'
 DO0978'STATION MARK--A STANDARD USGS TABLET SET IN TOP OF A CONCRETE POST
 DO0978'PROJECTING 0.2 FT., STAMPED---GILL ET 1958---.
 DO0978'
 DO0978'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0656 ***********************************************************************
 BN0656  DESIGNATION -  GILLESPIE
 BN0656  PID         -  BN0656
 BN0656  STATE/COUNTY-  TX/GILLESPIE
 BN0656  USGS QUAD   -  CAIN CITY (1963)
 BN0656
 BN0656                         *CURRENT SURVEY CONTROL
 BN0656  ___________________________________________________________________
 BN0656* NAD 83(1993)-  30 14 28.20986(N)    098 52 11.77675(W)     ADJUSTED  
 BN0656* NAVD 88     -       515.     (meters)    1690.     (feet)  SCALED    
 BN0656  ___________________________________________________________________
 BN0656  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 BN0656  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 BN0656
 BN0656  HORZ ORDER  -  SECOND
 BN0656
 BN0656.The horizontal coordinates were established by classical geodetic methods
 BN0656.and adjusted by the National Geodetic Survey in February 1996..
 BN0656
 BN0656.The orthometric height was scaled from a topographic map.
 BN0656
 BN0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0656
 BN0656.The geoid height was determined by GEOID03.
 BN0656
 BN0656;                    North         East     Units Scale Factor Converg.
 BN0656;SPC TX C     - 3,064,614.313   840,846.498   MT  0.99996909   +0 45 13.4
 BN0656;SPC TX C     -10,054,488.79  2,758,677.22   sFT  0.99996909   +0 45 13.4
 BN0656;SPC TXSC     - 4,266,869.565   612,518.594   MT  0.99998809   +0 03 49.4
 BN0656;SPC TXSC     -13,998,887.90  2,009,571.42   sFT  0.99998809   +0 03 49.4
 BN0656;UTM  14      - 3,345,516.521   512,513.743   MT  0.99960193   +0 03 55.8
 BN0656
 BN0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0656!SPC TX C     -   0.99992262  x   0.99996909  =   0.99989172
 BN0656!SPC TXSC     -   0.99992262  x   0.99998809  =   0.99991071
 BN0656!UTM  14      -   0.99992262  x   0.99960193  =   0.99952458
 BN0656
 BN0656|---------------------------------------------------------------------|
 BN0656| PID    Reference Object                     Distance      Geod. Az  |
 BN0656|                                                           dddmmss.s |
 BN0656| CV4095 GILLESPIE RM 3                        7.750 METERS 14947     |
 BN0656| CV4093 GILLESPIE RM 1                       11.165 METERS 17603     |
 BN0656| CV4092 GILLESPIE AZ MK                                    17934     |
 BN0656| CV4094 GILLESPIE RM 2                       29.169 METERS 27003     |
 BN0656| BN0672 FREDERICKSBURG S MUNICIPAL TK       APPROX. 2.7 KM 3311457.6 |
 BN0656|---------------------------------------------------------------------|
 BN0656
 BN0656                          SUPERSEDED SURVEY CONTROL
 BN0656
 BN0656  NAD 83(1986)-  30 14 28.21914(N)    098 52 11.76283(W) AD(       ) 2
 BN0656  NAD 27      -  30 14 27.48820(N)    098 52 10.61730(W) AD(       ) 2
 BN0656
 BN0656.Superseded values are not recommended for survey control.
 BN0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0656.See file dsdata.txt to determine how the superseded data were derived.
 BN0656
 BN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1251445517(NAD 83)
 BN0656_MARKER: DS = TRIANGULATION STATION DISK
 BN0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0656_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0656
 BN0656  HISTORY     - Date     Condition        Report By
 BN0656  HISTORY     - 1956     MONUMENTED       CGS
 BN0656  HISTORY     - 1960     SEE DESCRIPTION  CGS
 BN0656  HISTORY     - 1965     MARK NOT FOUND   BGAS
 BN0656  HISTORY     - 19930721 MARK NOT FOUND   USPSQD
 BN0656
 BN0656                          STATION DESCRIPTION
 BN0656
 BN0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0656'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF FREDERICKSBURG,
 BN0656'47 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 87, 4.5 FEET
 BN0656'SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST AND 3.5 FEET
 BN0656'WEST OF A WIRE FENCE.
 BN0656'
 BN0656'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 290, IN
 BN0656'THE TOWN OF FREDERICKSBURG.  GO SOUTH, ON U.S. HIGHWAY 87,
 BN0656'FOR 2.0 MILES TO THE STATION ON THE LEFT HAND SIDE OF THE ROAD.
 BN0656'(FROM THIS POINT, CONTINUE SOUTH, ON U.S. HIGHWAY 87, FOR
 BN0656'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT HAND SIDE OF THE
 BN0656'ROAD.)
 BN0656'
 BN0656'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0656'GILLESPIE 1956.
 BN0656'
 BN0656'REFERENCE MARK 1 IS 49 FEET EAST OF THE CENTERLINE OF U.S.
 BN0656'HIGHWAY 87 AND 1 FOOT WEST OF A WIRE FENCE.  IT PROJECTS 5
 BN0656'INCHES AND IS STAMPED GILLESPIE NO 1 1956.
 BN0656'
 BN0656'REFERENCE MARK 2 IS 48 FEET WEST OF THE CENTERLINE OF U.S.
 BN0656'HIGHWAY 87 AND 2 FEET EAST OF A WIRE FENCE.  IT PROJECTS 5
 BN0656'INCHES AND IS STAMPED GILLESPIE NO 2 1956.
 BN0656'
 BN0656'THE AZIMUTH MARK IS 45 FEET EAST OF THE CENTERLINE OF U.S.
 BN0656'HIGHWAY 87, 5 FEET WEST OF A WIRE FENCE AND 2 FEET NORTH
 BN0656'OF A WHITE 4 IN X 4 IN WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 BN0656'STAMPED GILLESPIE 1956.
 BN0656'
 BN0656'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0656
 BN0656                          STATION RECOVERY (1960)
 BN0656
 BN0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 BN0656'THE STATION WAS RECOVERED IN A DAMAGED CONDITION.  REFERENCE
 BN0656'MARK NO. 1 WAS FOUND OUT OUT OF THE GROUND.  THE AZIMUTH MARK
 BN0656'AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  THE
 BN0656'STATION MONUMENT WAS RESET IN POSITION AND THE REFERENCE
 BN0656'MONUMENT NO. 1 WAS RESET AND RESTAMPED.
 BN0656'
 BN0656'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF FREDERICKSBURG,
 BN0656'47 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, U.S. NO. 87, 2
 BN0656'FEET NORTH OF A 4 X 4 WITNESS POST, 14 FEET WEST OF THE EAST
 BN0656'RIGHT-OF-WAY FENCE LINE AND 44.5 FEET NORTHWEST OF A FENCE CORNER,
 BN0656'ACROSS THE HIGHWAY, EAST FROM A BOARD GATE AND A FARM ROAD
 BN0656'TO THE WEST AND IS ABOUT 1/4 MILE SOUTH OF A DIVIDE AND A
 BN0656'CUT, ALONG THE SOUTH SLOPE OF THE DIVIDE.  A STANDARD DISK
 BN0656'STAMPED GILLESPIE 1956 1960 IN A CONCRETE MONUMENT ABOUT
 BN0656'FLUSH WITH THE SURFACE OF THE SANDY SLOPE.
 BN0656'
 BN0656'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GILLESPIE 1956 IN
 BN0656'A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES AND IS 2 FEET
 BN0656'NORTH OF A 4 X 4 WITNESS POST.  IT IS 45 FEET EAST OF THE
 BN0656'CENTERLINE OF THE HIGHWAY AND ALONG THE SHOULDER OF A LOW
 BN0656'CUT-BANK.
 BN0656'
 BN0656'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GILLESPIE
 BN0656'NO. 2 1956 IN A CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES,
 BN0656'1 FOOT EAST OF THE WEST RIGHT-OF-WAY LINE AND 3 FEET SOUTHEAST
 BN0656'OF A CORNER POST WHICH IS IN THE NORTH END OF A BACKSET ENTRANCE
 BN0656'TO A BOARD GATE AND A FARM ROAD WEST.
 BN0656'
 BN0656'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED GILLESPIE 1956
 BN0656'NO. 3 1960 IS A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
 BN0656'IT IS 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE LINE ALONG
 BN0656'THE EDGE OF A FIELD AND 20 FEET NORTH OF A FENCE CORNER.
 BN0656'
 BN0656'TO REACH FROM THE JUNCTION OF HIGHWAYS NOS. 87 AND 290 AT THE
 BN0656'NIMITZ HOTEL, GO SOUTH ON NO. 87, 02.0 MILES TO THE STATION ON
 BN0656'THE LEFT AS DESCRIBED.  THEN CONTINUE SOUTH ON THE HIGHWAY 0.3
 BN0656'MILE TO THE AZIMUTH MARK ON THE LEFT.
 BN0656
 BN0656                          STATION RECOVERY (1965)
 BN0656
 BN0656'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1965
 BN0656'THE STATION SITE WAS VISITED JULY 28.
 BN0656'
 BN0656'NONE OF THE MARKS WERE RECOVERED.  THE DESCRIPTION DOES NOT
 BN0656'FURNISH ENOUGH INFORMATION BUT A THOROUGH SEARCH WAS MADE
 BN0656'OVER A LARGE AREA WITHOUT RESULTS.  THE HIGHWAY HAS BEEN WIDENED
 BN0656'AND IT APPEARS THE MARKS WERE DESTROYED AT THAT TIME.
 BN0656
 BN0656                          STATION RECOVERY (1993)
 BN0656
 BN0656'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0660 ***********************************************************************
 BN0660  DESIGNATION -  GILLESPIE COUNTY AIRPORT BCN
 BN0660  PID         -  BN0660
 BN0660  STATE/COUNTY-  TX/GILLESPIE
 BN0660  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0660
 BN0660                         *CURRENT SURVEY CONTROL
 BN0660  ___________________________________________________________________
 BN0660* NAD 83(1993)-  30 14 56.56301(N)    098 54 38.47404(W)     ADJUSTED  
 BN0660* NAVD 88     -                                                        
 BN0660  ___________________________________________________________________
 BN0660  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 BN0660  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 BN0660
 BN0660  HORZ ORDER  -  THIRD
 BN0660
 BN0660.The horizontal coordinates were established by classical geodetic methods
 BN0660.and adjusted by the National Geodetic Survey in February 1996..
 BN0660
 BN0660
 BN0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0660
 BN0660.The geoid height was determined by GEOID03.
 BN0660
 BN0660;                    North         East     Units Scale Factor Converg.
 BN0660;SPC TX C     - 3,065,436.431   836,913.582   MT  0.99996730   +0 43 57.9
 BN0660;SPC TX C     -10,057,186.02  2,745,773.98   sFT  0.99996730   +0 43 57.9
 BN0660;SPC TXSC     - 4,267,738.969   608,595.774   MT  0.99999028   +0 02 37.5
 BN0660;SPC TXSC     -14,001,740.27  1,996,701.30   sFT  0.99999028   +0 02 37.5
 BN0660;UTM  14      - 3,346,385.484   508,592.422   MT  0.99960091   +0 02 42.0
 BN0660
 BN0660                          SUPERSEDED SURVEY CONTROL
 BN0660
 BN0660  NAD 83(1986)-  30 14 56.57209(N)    098 54 38.45989(W) AD(       ) 4
 BN0660  NAD 27      -  30 14 55.84400(N)    098 54 37.31100(W) AD(       ) 3
 BN0660
 BN0660.Superseded values are not recommended for survey control.
 BN0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0660.See file dsdata.txt to determine how the superseded data were derived.
 BN0660
 BN0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0859246385(NAD 83)
 BN0660_MARKER: 21 = AIRPORT BEACON
 BN0660
 BN0660  HISTORY     - Date     Condition        Report By
 BN0660  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0660  HISTORY     - 19930721 GOOD             USPSQD
 BN0660  HISTORY     - 19960309 GOOD             USPSQD
 BN0660  HISTORY     - 20040325 MARK NOT FOUND   USPSQD
 BN0660
 BN0660                          STATION DESCRIPTION
 BN0660
 BN0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0660'THE STATION IS ABOUT 3 MILES SOUTHWEST OF FREDERICKSBURG, 0.85
 BN0660'MILE WEST OF STATE HIGHWAY 16 AND 0.15 MILE SOUTH OF FARM
 BN0660'ROAD 2093.  IT IS A FOUR-LEGGED STEEL TOWER, RED AND WHITE
 BN0660'IN COLOR, 50 FEET HIGH, AND HAS A ROTATING WHITE LIGHT AT
 BN0660'THE TOP.  THE POINT OBSERVED WAS THE ROTATING LIGHT.
 BN0660
 BN0660                          STATION RECOVERY (1993)
 BN0660
 BN0660'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0660'RECOVERED IN GOOD CONDITION.
 BN0660
 BN0660                          STATION RECOVERY (1996)
 BN0660
 BN0660'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0660'RECOVERED IN GOOD CONDITION.
 BN0660
 BN0660                          STATION RECOVERY (2004)
 BN0660
 BN0660'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0660'AIRPORT MANAGER REPORTED THAT CONSTRUCTION REQUIRED THAT THE BEACON BE
 BN0660'RELOCATED AND THIS IS THE NEW LOCATION FOR THE BEACON.  GARMIN 76 3 D
 BN0660'DIFFERENTIAL LOCATION, 9 SATELLITES, ACCURACY 14.6 --N30D 14M 43.6S
 BN0660'AND W098 54M 27.9S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0907 ***********************************************************************
 BP0907  DESIGNATION -  GILLION
 BP0907  PID         -  BP0907
 BP0907  STATE/COUNTY-  TX/BREWSTER
 BP0907  USGS QUAD   -  OLD BLUE MOUNTAIN (1983)
 BP0907
 BP0907                         *CURRENT SURVEY CONTROL
 BP0907  ___________________________________________________________________
 BP0907* NAD 83(1993)-  30 24 51.03773(N)    103 18 11.92869(W)     ADJUSTED  
 BP0907* NAVD 88     -      1918.     (meters)    6293.     (feet)  SCALED    
 BP0907  ___________________________________________________________________
 BP0907  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BP0907  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BP0907
 BP0907  HORZ ORDER  -  THIRD
 BP0907
 BP0907.The horizontal coordinates were established by classical geodetic methods
 BP0907.and adjusted by the National Geodetic Survey in February 1996..
 BP0907
 BP0907.The orthometric height was scaled from a topographic map.
 BP0907
 BP0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0907
 BP0907.The geoid height was determined by GEOID03.
 BP0907
 BP0907;                    North         East     Units Scale Factor Converg.
 BP0907;SPC TXSC     - 4,293,648.699   186,600.885   MT  1.00004042   -2 06 29.7
 BP0907;SPC TXSC     -14,086,745.77    612,206.40   sFT  1.00004042   -2 06 29.7
 BP0907;UTM  13      - 3,365,902.777   662,969.384   MT  0.99992766   +0 51 32.9
 BP0907
 BP0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0907!SPC TXSC     -   0.99970236  x   1.00004042  =   0.99974277
 BP0907!UTM  13      -   0.99970236  x   0.99992766  =   0.99963004
 BP0907
 BP0907:                Primary Azimuth Mark                     Grid Az
 BP0907:SPC TXSC     -  LEONARD                                  147 35 17.7
 BP0907:UTM  13      -  LEONARD                                  144 37 15.1
 BP0907
 BP0907|---------------------------------------------------------------------|
 BP0907| PID    Reference Object                     Distance      Geod. Az  |
 BP0907|                                                           dddmmss.s |
 BP0907| BP0901 LEONARD                             APPROX.12.0 KM 1452848.0 |
 BP0907|---------------------------------------------------------------------|
 BP0907
 BP0907                          SUPERSEDED SURVEY CONTROL
 BP0907
 BP0907  NAD 83(1986)-  30 24 51.02948(N)    103 18 11.92852(W) AD(       ) 3
 BP0907  NAD 27      -  30 24 50.45000(N)    103 18 10.23200(W) AD(       ) 3
 BP0907
 BP0907.Superseded values are not recommended for survey control.
 BP0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0907.See file dsdata.txt to determine how the superseded data were derived.
 BP0907
 BP0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP6296965903(NAD 83)
 BP0907
 BP0907  HISTORY     - Date     Condition        Report By
 BP0907  HISTORY     - UNK      MONUMENTED
 BP0907  HISTORY     - 1975     GOOD             USGS
 BP0907
 BP0907                          STATION DESCRIPTION
 BP0907
 BP0907'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (EEM)
 BP0907'ON THE LAST HIGH KNOB ON N. END OF HIGH RIDGE, ABOUT 18 MI. N. AND A
 BP0907'LITTLE E. OF MARATHON.  CAN BE REACHED FROM THAT TOWN BY TRUCK 12 MI.
 BP0907'TO HESS RANCH THEN ABOUT 6 MI. ON HORSEBACK NW. OVER INTO GILLION
 BP0907'CANYON AND W. OVER A LOW GAP TO THE FOOT OF THE HILL.  DIFFICULT TO
 BP0907'CLIMB ON HORSEBACK.
 BP0907'
 BP0907'RECOVERED IN GOOD CONDITION VIA HELICOPTER.
 BP0907'
 BP0907'STATION MARK - BRONZE TABLET IN SOLID ROCK OUTCROP STAMPED
 BP0907'---VA 6286 1921---.
 BP0907'
 BP0907'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0828 ***********************************************************************
 CV0828  DESIGNATION -  GILLY
 CV0828  PID         -  CV0828
 CV0828  STATE/COUNTY-  TX/GAINES
 CV0828  USGS QUAD   -  DENVER CITY (1971)
 CV0828
 CV0828                         *CURRENT SURVEY CONTROL
 CV0828  ___________________________________________________________________
 CV0828* NAD 83(1993)-  32 53 41.80926(N)    102 50 02.48694(W)     ADJUSTED  
 CV0828* NAVD 88     -      1080.6    (meters)    3545.     (feet)  VERTCON   
 CV0828  ___________________________________________________________________
 CV0828  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 CV0828  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 CV0828
 CV0828  HORZ ORDER  -  FIRST
 CV0828
 CV0828.The horizontal coordinates were established by classical geodetic methods
 CV0828.and adjusted by the National Geodetic Survey in February 1996..
 CV0828
 CV0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0828
 CV0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0828
 CV0828.The geoid height was determined by GEOID03.
 CV0828
 CV0828;                    North         East     Units Scale Factor Converg.
 CV0828;SPC TXNC     - 2,144,566.062   194,657.349   MT  0.99987634   -2 21 49.5
 CV0828;SPC TXNC     - 7,035,963.82    638,638.32   sFT  0.99987634   -2 21 49.5
 CV0828;UTM  13      - 3,641,721.213   702,595.829   MT  1.00010612   +1 10 36.3
 CV0828
 CV0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0828!SPC TXNC     -   0.99983381  x   0.99987634  =   0.99971017
 CV0828!UTM  13      -   0.99983381  x   1.00010612  =   0.99993991
 CV0828
 CV0828:                Primary Azimuth Mark                     Grid Az
 CV0828:SPC TXNC     -  DENVER CITY LARGE TANK                   006 55 14.5
 CV0828:UTM  13      -  DENVER CITY LARGE TANK                   003 22 48.7
 CV0828
 CV0828|---------------------------------------------------------------------|
 CV0828| PID    Reference Object                     Distance      Geod. Az  |
 CV0828|                                                           dddmmss.s |
 CV0828| CV0830 DENVER CITY LARGE TANK              APPROX. 7.8 KM 0043325.0 |
 CV0828| CH9428 GILLY RM 1                           28.666 METERS 11829     |
 CV0828| CH9427 GILLY AZ MK                                        1703926.3 |
 CV0828| CH9429 GILLY RM 2                           27.709 METERS 20132     |
 CV0828| CH9430 GILLY RM 3 AZIMUTH                                 2943426.4 |
 CV0828|---------------------------------------------------------------------|
 CV0828
 CV0828                          SUPERSEDED SURVEY CONTROL
 CV0828
 CV0828  NAD 83(1993)-  32 53 41.81066(N)    102 50 02.48647(W) AD(       ) 1
 CV0828  NAD 83(1986)-  32 53 41.81466(N)    102 50 02.48403(W) AD(       ) 1
 CV0828  NAD 27      -  32 53 41.42800(N)    102 50 00.74900(W) AD(       ) 1
 CV0828  NGVD 29 (07/19/86) 1080.3    (m)         3544.     (f) VERT ANG       
 CV0828
 CV0828.Superseded values are not recommended for survey control.
 CV0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0828.See file dsdata.txt to determine how the superseded data were derived.
 CV0828
 CV0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS0259641721(NAD 83)
 CV0828_MARKER: DS = TRIANGULATION STATION DISK
 CV0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0828
 CV0828  HISTORY     - Date     Condition        Report By
 CV0828  HISTORY     - 1935     MONUMENTED       CGS
 CV0828  HISTORY     - 1938     GOOD             CGS
 CV0828  HISTORY     - 1966     GOOD             CGS
 CV0828  HISTORY     - 1968     MARK NOT FOUND   CGS
 CV0828  HISTORY     - 1969     MARK NOT FOUND   CGS
 CV0828  HISTORY     - 1971     GOOD             USGS
 CV0828  HISTORY     - 1972     GOOD             TX-165
 CV0828  HISTORY     - 1973     GOOD             NGS
 CV0828  HISTORY     - 1973     GOOD             NGS
 CV0828  HISTORY     - 1978     GOOD             DMA
 CV0828
 CV0828                          STATION DESCRIPTION
 CV0828
 CV0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CV0828'ABOUT 16-1/2 MILES NORTHWEST OF SEMINOLE, 1.6 MILES NORTH
 CV0828'OF A GRADED ROAD, 4 MILES EAST OF THE MAIN RANCH HOUSE OF THE
 CV0828'J RANCH, IN A SANDY PASTURE, ON THE HIGHEST GROUND IN THE
 CV0828'VICINITY, AND IN SECTION 379 OR 380, BLOCK G.  TO REACH
 CV0828'FROM THE INTERSECTION OF TEXAS STATE HIGHWAYS 51 AND 15, GO
 CV0828'NORTHWEST 1.0 MILE ON STATE HIGHWAY 15, LEAVE HIGHWAY AND
 CV0828'GO NORTHWEST ON A GRADED ROAD 13.2 MILES TO A CROSS ROAD
 CV0828'AND TRAIL, CONTINUE ON MAIN ROAD 1.0 MILE TO A GATE IN THE
 CV0828'RIGHT-OF-WAY FENCE ON THE RIGHT SIDE OF THE ROAD, LEAVE THE
 CV0828'ROAD, PASS THROUGH GATE, AND GO NORTHWEST ALONG THE
 CV0828'NORTHEAST SIDE OF THE FENCE 1.0 MILE TO A POINT WHERE THE
 CV0828'FENCE JOGS TO THE LEFT OR DUE WEST.  THE AZIMUTH MARK IS
 CV0828'AT THIS POINT.  HERE LEAVE THE FENCE, TURN HALF RIGHT
 CV0828'AND GO NORTH ACROSS COUNTRY 1.6 MILES TO A GROUP OF
 CV0828'HEAVY BRUSH ON HIGH GROUND, GO WEST 150 YARDS TO THE
 CV0828'HIGHEST GROUND AND STATION.  THE SURFACE, UNDERGROUND,
 CV0828'REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET
 CV0828'IN CONCRETE.
 CV0828'REFERENCE MARK NO. 1 IS 94.05 FEET FROM STATION
 CV0828'AND NO. 2 IS 90.91 FEET FROM
 CV0828'STATION.  THE AZIMUTH MARK
 CV0828'IS IN THE RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF ROAD, 11
 CV0828'FEET WEST OF A FENCE CORNER AND 1.6 MILES FROM STATION.
 CV0828
 CV0828                          STATION RECOVERY (1966)
 CV0828
 CV0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DEA)
 CV0828'NEW TO REACH FOLLOWS--
 CV0828'
 CV0828'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 83 AND 214 AT
 CV0828'THE EAST EDGE OF DENVER CITY, TEXAS, GO SOUTH ON TEXAS 214 FOR
 CV0828'3.7 MILE TO CROSS ROADS, TURN RIGHT, WEST, ON PAVED ROAD
 CV0828'FOR 2.9 MILES TO A GRAVEL SIDE ROAD ON THE LEFT, TURN LEFT,
 CV0828'CROSS CATTLE GUARD PAST HOUSE ON THE RIGHT AND TURN LEFT,
 CV0828'EAST AT THE FIVE OIL TANKS, FOLLOWING THE MAIN TRAVELED ROAD
 CV0828'TO THE SOUTHEAST THROUGH OPEN PASTURE FOR ABOUT A MILE TO
 CV0828'THE END OF THE ROAD AND A TURN AROUND.  PROCEED TO THE TOP
 CV0828'OF THE MOST PROMINENT HILL AND TO THE STATION.  IT IS ABOUT
 CV0828'1600 FEET TO THE SOUTH SOUTHEAST.
 CV0828
 CV0828                          STATION RECOVERY (1968)
 CV0828
 CV0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0828'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED
 CV0828'THE MARKS ARE STILL IN PLACE AS THE SITE IS PASTURE LAND.
 CV0828'ALSO IT WAS REPORTED IN 1966 ALL MARKS WERE FOUND IN GOOD
 CV0828'CONDITION.  THE MARKS ARE PROBABLY COVERED OVER WITH SAND.
 CV0828'
 CV0828'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 83 AND FARM
 CV0828'ROAD 2055 IN DENVER CITY, GO SOUTH ON FARM ROAD 2055 FOR
 CV0828'3.3 MILES, THENCE WEST ON THE HIGHWAY ABOUT 0.5 MILE TO A
 CV0828'GRAVELED SIDE ROAD ON THE LEFT.  CROSS THE CATTLE GUARD,
 CV0828'GO SOUTH 0.5 MILE TO OIL TANKS, THENCE SOUTHEAST ON MAIN
 CV0828'TRAVELED ROAD AND ALONG FENCE LINE FOR 0.45 MILE TO END OF
 CV0828'TRUCK TRAVEL.  PACK SOUTH ABOUT 100 YARDS TO HIGHEST GROUND
 CV0828'AND STATION.
 CV0828'
 CV0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 CV0828'MILES SOUTH OF DENVER CITY.  IN SECTION 379 OR 380, BLOCK G.
 CV0828
 CV0828                          STATION RECOVERY (1969)
 CV0828
 CV0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CV0828'CONSIDERABLE TIME WAS SPENT SEARCHING FOR ALL MARKS BUT NONE
 CV0828'OF THE MARKS WERE FOUND.  THE STATION SITE IS STILL IN PASTURE
 CV0828'AND THE MARKS SHOULD STILL BE IN PLACE AND IF STILL IN PLACE
 CV0828'THE MARKS ARE COVERED WITH SAND.
 CV0828'
 CV0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 CV0828'MILES SOUTH OF DENVER CITY.  IN SECTION 379 OR 380, BLOCK G.
 CV0828
 CV0828                          STATION RECOVERY (1971)
 CV0828
 CV0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JTD)
 CV0828'STATION MARK AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 CV0828'AZIMUTH MARK NOT SEARCHED FOR.  NEW TO REACH DESCRIPTION AS
 CV0828'FOLLOWS.
 CV0828'
 CV0828'TO REACH THE STATION FROM THE COURTHOUSE IN SEMINOLE, TEXAS,
 CV0828'GO WEST ON U.S. HWYS. 62 AND 180 FOR 11.8 MILES TO A FERTILIZER
 CV0828'PLANT ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A PAVED ROAD
 CV0828'FOR 11.4 MILES TO A WIRE GATE, LONE TREE AND WATER WELL ON
 CV0828'THE EAST SIDE OF ROAD.  GO THROUGH GATE AND THEN SOUTH FOR
 CV0828'0.3 MILE TO END OF FIELD.  THEN EAST FOR 0.5 MILE, THEN NORTH
 CV0828'FOR 0.2 MILE TO A GATE.  GO RIGHT THROUGH GATE AND FOLLOW TRACK
 CV0828'ROAD NE FOR 0.4 MILE.  AT THIS POINT LEAVE TRACK ROAD AND
 CV0828'DRIVE NORTH ACROSS COUNTRY FOR 0.2 MILE TO HIGHEST PART OF
 CV0828'HILL AND STATION SITE.
 CV0828
 CV0828                          STATION RECOVERY (1972)
 CV0828
 CV0828'RECOVERY NOTE BY GAINES COUNTY TEXAS 1972 (JNN)
 CV0828'GILLY - 1935 - GOOD - MARK PROJECTS 4 IN ABOVE GROUND
 CV0828'
 CV0828'BOTH REFERENCE MARKS IN GOOD CONDITION.
 CV0828'
 CV0828'AZIMTUH MARK HAS BEEN DESTROYED.
 CV0828'
 CV0828'A WOODEN FENCE POST WAS SET BESIDE STATION.
 CV0828
 CV0828                          STATION RECOVERY (1973)
 CV0828
 CV0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CV0828'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 CV0828'RECOVERED IN GOOD CONDITION, WITH SMALL DIFFERENCES IN THE
 CV0828'MEASUREMENT TO BOTH MARKS - SHORTER, THE ANGLE CHECKED GOOD.
 CV0828'THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED TO HAVE
 CV0828'BEEN DESTROYED DURING OIL FIELD CONSTRUCTION.  A REFERENCE
 CV0828'MARK NO. 3 (AZIMUTH MARK) WAS SET.
 CV0828'
 CV0828'A NEW DESCRIPTION FOLLOWS--
 CV0828'
 CV0828'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF DENVER CITY,
 CV0828'2-1/4 MILES WEST OF STATION HIGHWAY 214, 1-1/4 MILES SOUTH
 CV0828'OF FARM ROAD 2055, AND 3/4 MILE EAST-SOUTHEAST OF THE FARMSTEAD
 CV0828'AND ON PROPERTY OF MR. RAY W. GIBSON ON A LOW NORTH-SOUTH
 CV0828'RIDGE IN PASTURE LAND.
 CV0828'
 CV0828'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 83
 CV0828'AND FARM ROAD 2055, AT THE SOUTH END OF MAIN STREET IN DENVER
 CV0828'CITY, GO SOUTH ON FARM ROAD 2055 FOR 3.5 MILES TO WHERE THE
 CV0828'ROAD CURVES WEST, GO WEST 1.0 MILE TO A PAVED ROAD ON THE
 CV0828'LEFT, TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 1.0 MILE
 CV0828'TO A DRIVEWAY ON THE LEFT INTO THE FARMSTEAD OF MR. GIBSONS
 CV0828'AND THE (AZ MK) REFERENCE MARK NO. 3 AS DESCRIBED, CONTINUE
 CV0828'SOUTH ON THE PAVED ROAD 0.25 MILE TO A FIELD ROAD ON THE
 CV0828'LEFT, TURN LEFT AND GO EAST ON THE FIELD ROAD 0.25 MILE TO A
 CV0828'LARGE TREE AND AN IRRIGATION WELL, CONTINUE EAST ONFIELD
 CV0828'ROAD 0.25 MILE TO A NORTH-SOUTH FENCE AND A SMALL SHED,
 CV0828'CROSS THE FENCE AT THE NORTH SIDE OF THE SHED AND GO EAST
 CV0828'ACROSS THE PASTURE TO, THE TOP OF THE RIDGE AND THE
 CV0828'STATION.
 CV0828'
 CV0828'THE STATION MARK IS A STANDARD DISK STAMED GILLY 1935 SET
 CV0828'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 CV0828'3.5 FEET EAST OF A METAL WITNESS POST.
 CV0828'
 CV0828'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GILLY NO 1
 CV0828'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 CV0828'IT IS EAST OF THE STATION, 1.6 FEET SOUTH OF A METAL WITNESS
 CV0828'POST, DISTANCES NOTED ABOVE.
 CV0828'
 CV0828'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GILLY NO
 CV0828'2 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CV0828'4-INCHES.  IT IS SOUTH OF THE STATION, 1.6 FEET NORTHWEST
 CV0828'OF A METAL WITNESS POST.  DISTANCES NOTED ABOVE.
 CV0828'
 CV0828'REFERENCE MARK NO. 3 (AZ MK) IS A STANDARD DISK STAMPED
 CV0828'GILLY 1935 NO 3 1973, SET IN A ROUND CONCRETE MONUMENT WHICH
 CV0828'PROJECTS 12 INCHES.  IT IS IN THE SOUTHWEST CORNER OF THE
 CV0828'FARMYARD ABOUT 100 YARDS EAST OF THE ROAD, 108 FEET SOUTH OF THE
 CV0828'CENTER OF THE DRIVEWAY, 87 FEET SOUTH OF THE WELL PIPE UNDER
 CV0828'A WOODEN WINDMILL, 6 FEET EAST OF A FENCE CORNER, 1 FOOT
 CV0828'NORTH OF A FENCE, AND 1.7 FEET NORTHEAST OF A METAL WITNESS
 CV0828'POST.
 CV0828'
 CV0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 CV0828'MILES S OF DENVER CITY
 CV0828
 CV0828                          STATION RECOVERY (1973)
 CV0828
 CV0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 CV0828'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CV0828'AND FOUND IN GOOD CONDITION.  THE 1935 AZIMUTH MARK WAS
 CV0828'NOT RECOVERED AND ITS BELIEVED THAT THE MARK HAS BEEN DESTROYED
 CV0828'BY ROAD IMPROVEMENT.  THE 1973 DESCRIPTION BY (J.S.R.) WAS
 CV0828'NOT AVAILABLE AT THE TIME OF THIS RECOVERY AND THE 1973
 CV0828'AZIMUTH MARK WAS NOT RECOVERED.
 CV0828'
 CV0828'THE DISTANCE AND THE DIRECTION BETWEEN THE REFERENCE WAS
 CV0828'CHECKED.
 CV0828'
 CV0828'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CV0828'
 CV0828'THE STATION WAS LOCATED ABOUT 16 MILES WEST-SOUTHWEST OF
 CV0828'SEAGRAVES, 16 MILES NORTHWEST OF SEMINOLE AND 5 MILES SOUTH
 CV0828'OF DENVER CITY.
 CV0828'
 CV0828'TO REACH THE STATION FROM THE JUNCTION OF STATE HWY. 83 AND
 CV0828'FARM ROAD 2055 IN DENVER CITY, GO SOUTH ON FARM ROAD 2055 FOR
 CV0828'3.2 MILES TO WHERE FARM ROAD 2055 WILL BEAR RIGHT AND GO
 CV0828'WEST, HERE CONTINUE STRAIGHT AHEAD CROSSING EAST-WEST ROAD,
 CV0828'GOING SOUTH FOR 0.1 MILE TO FARM YARD.  AT FARM YARD, CONTINUE
 CV0828'SOUTH ON TRACK ROAD, KEEPING TO THE WEST SIDE OF FARM YARD
 CV0828'FOR 0.65 MILE TO A SIDE ROAD ON THE RIGHT, CONTINUE SOUTH
 CV0828'ON FIELD ROAD FOR 0.65 MILE TO PAINTED FENCE-POST ON THE
 CV0828'RIGHT, MARKING A BURIED PIPE-LINE AND END OF TRUCK TRAVEL.
 CV0828'HERE GO WEST-SOUTHWEST ACROSS PASTURE, PASSING TO THE NORTH
 CV0828'SIDE OF A GROUP OF SMALL TREES ON SAND MOUND, CONTINUE
 CV0828'WESTERLY FOR ABOUT 200 YARDS TO STATION ON THE WEST SIDE
 CV0828'OF THE NORTH-SOUTH RIDGE.  DISTANCE FROMEND OF TRUCK TRAVEL TO
 CV0828'STATION IS ABOUT 0.3 MILE.
 CV0828'
 CV0828'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CV0828'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 CV0828'GILLY 1935.  THE STATION IS ON THE HIGHEST POINT OF RIDGE,
 CV0828'ABOUT 150 YARDS WEST OF A SMALL GROUP OF SMALL TREES, WHICH IS
 CV0828'ABOUT THE SAME ELEVATION AS THE STATION AND IS 4 FEET EAST OF A
 CV0828'METAL WITNESS POST.
 CV0828'
 CV0828'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A
 CV0828'SQUARE CONCRETE POST THAT PROJECTS ABOUT 6-INCHES AND IS
 CV0828'STAMPED GILLY NO. 1 1935.  IT IS ABOUT 3 FEET LOWER IN ELEVATION
 CV0828'THAN THE STATION MARK AND IS 2 FEET SOUTH OF A METAL WITNESS
 CV0828'POST.
 CV0828'
 CV0828'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A
 CV0828'SQUARE CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED
 CV0828'GILLY NO. 2 1935.  IT IS ABOUT THE SAME ELEVATION AS THE
 CV0828'STATION MARK AND IS 2 FEET WEST OF A METAL WITNESS POST.
 CV0828'
 CV0828'AIRLINE DISTANCE AND DIRECTION FROM NEARES TOWN--DENVER CITY
 CV0828'5-MILES SOUTH
 CV0828
 CV0828                          STATION RECOVERY (1978)
 CV0828
 CV0828'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (MB)
 CV0828'GILLY RECOVERED GOOD.
 CV0828'
 CV0828'NO 1 RECOVERED GOOD.
 CV0828'
 CV0828'NO 2 RECOVERED GOOD.
 CV0828'
 CV0828'AFTER TURNING OFF PAVED ROAD AT HOUSES, GO EAST ON FIELD ROAD FOR
 CV0828'ABOUT ONE MILE TO OLD WELL ROAD, PASS WELL AND GO SW FOR ABOUT 0.3
 CV0828'MILE TO TOP OF HILL AND STATION.
 CV0828'
 CV0828'DISTANCE AND DIRECTION FROM NEAREST TOWN--SEMINOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1221 ***********************************************************************
 CR1221  DESIGNATION -  GILMER
 CR1221  PID         -  CR1221
 CR1221  STATE/COUNTY-  TX/UPSHUR
 CR1221  USGS QUAD   -  GILMER (1978)
 CR1221
 CR1221                         *CURRENT SURVEY CONTROL
 CR1221  ___________________________________________________________________
 CR1221* NAD 83(1993)-  32 43 38.45345(N)    094 55 03.21179(W)     ADJUSTED  
 CR1221* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 CR1221  ___________________________________________________________________
 CR1221  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CR1221  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CR1221
 CR1221  HORZ ORDER  -  FIRST
 CR1221
 CR1221.The horizontal coordinates were established by classical geodetic methods
 CR1221.and adjusted by the National Geodetic Survey in February 1996..
 CR1221
 CR1221.The orthometric height was scaled from a topographic map.
 CR1221
 CR1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1221
 CR1221.The geoid height was determined by GEOID03.
 CR1221
 CR1221;                    North         East     Units Scale Factor Converg.
 CR1221;SPC TXNC     - 2,123,343.567   935,714.069   MT  0.99988854   +1 57 13.8
 CR1221;SPC TXNC     - 6,966,336.35  3,069,921.91   sFT  0.99988854   +1 57 13.8
 CR1221;UTM  15      - 3,622,687.458   320,306.673   MT  0.99999817   -1 02 13.2
 CR1221
 CR1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1221!SPC TXNC     -   0.99997420  x   0.99988854  =   0.99986274
 CR1221!UTM  15      -   0.99997420  x   0.99999817  =   0.99997237
 CR1221
 CR1221:                Primary Azimuth Mark                     Grid Az
 CR1221:SPC TXNC     -  GILMONT LOOKOUT TOWER                    021 31 05.1
 CR1221:UTM  15      -  GILMONT LOOKOUT TOWER                    024 30 32.1
 CR1221
 CR1221|---------------------------------------------------------------------|
 CR1221| PID    Reference Object                     Distance      Geod. Az  |
 CR1221|                                                           dddmmss.s |
 CR1221| CR1224 GILMONT LOOKOUT TOWER               APPROX. 9.1 KM 0232818.9 |
 CR1221| CX5883 GILMER RM 1                          20.615 METERS 07630     |
 CR1221| CX6312 SQ METAL COVER ON EARTH WT          119.177 METERS 17803     |
 CR1221| CR1218 TT 1 WM                              29.063 METERS 19310     |
 CR1221| CX5884 GILMER RM 2                          22.181 METERS 19705     |
 CR1221| CX5882 GILMER AZ MK                                       2685448.1 |
 CR1221| CR1219 GILMER RURAL ELEC CORP RAD MST      APPROX. 3.8 KM 2741430.1 |
 CR1221|---------------------------------------------------------------------|
 CR1221
 CR1221                          SUPERSEDED SURVEY CONTROL
 CR1221
 CR1221  NAD 83(1986)-  32 43 38.45965(N)    094 55 03.19895(W) AD(       ) 1
 CR1221  NAD 27      -  32 43 37.96900(N)    094 55 02.42170(W) AD(       ) 1
 CR1221
 CR1221.Superseded values are not recommended for survey control.
 CR1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1221.See file dsdata.txt to determine how the superseded data were derived.
 CR1221
 CR1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2030722687(NAD 83)
 CR1221_MARKER: DS = TRIANGULATION STATION DISK
 CR1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1221
 CR1221  HISTORY     - Date     Condition        Report By
 CR1221  HISTORY     - 1950     MONUMENTED       CGS
 CR1221  HISTORY     - 1956     GOOD             CGS
 CR1221  HISTORY     - 1957     GOOD             CGS
 CR1221  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR1221
 CR1221                          STATION DESCRIPTION
 CR1221
 CR1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1221'STATION IS LOCATED ABOUT 1 MILE EAST OF THE TOWN OF GILMER
 CR1221'AND 1/4 MILE NORTH OF STATE ROUTE 154, ON THE HIGHEST PART
 CR1221'OF A ROUND TREE COVERED HILL.  IT IS ABOUT 100 YARDS NORTH
 CR1221'OF A LARGE CONCRETE TANK, 14-1/2 FEET NORTH OF A TRIANGLE-BLAZED
 CR1221'TREE AND 21-1/2 FEET SOUTHEAST OF ANOTHER BLAZED TREE, AND
 CR1221'6-1/2 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 CR1221'ABOUT 3 INCHES AND THE DISC IS STAMPED, GILMER 1950.
 CR1221'
 CR1221'REFERENCE MARK NO. 1 IS ON THE GENTLE EAST SLOPE OF THE HILL,
 CR1221'ABOUT 3 FEET LOWER THEN THE STATION MARK, AND 71.5 FEET EAST
 CR1221'OF A TRIANGLE-BLAZED TREE.  THE MARK PROJECTS ABOUT 4 INCHES
 CR1221'AND THE DISC IS STAMPED, GILMER NO 1 1950.
 CR1221'
 CR1221'REFERENCE MARK NO. 2 IS ON THE NORTHERN SLOPE OF THE HILL, ABOUT
 CR1221'2-1/2 FEET LOWER THEN THE STATION MARK, 23.32 FEET NORTH
 CR1221'OF USGS BM TT 1 WM AND 39-1/2 FEET NORTH-NORTHWEST OF A LARGE
 CR1221'TREE WITH A LARGE BLAZE ON NORTH SIDE WITH THE LETTERS USBM
 CR1221'PAINTED ON THE BLAZE.  THE MARK IS FLUSH WITH THE GROUND
 CR1221'AND THE DISC IS STAMPED, GILMER NO 2 1950.
 CR1221'
 CR1221'TT 1 WM 1949 (USGS) IS A 6 BY 6 INCH CONCRETE POST THAT
 CR1221'PROJECTS ABOUT 6 INCHES, MARKED WITH A STANDARD USGS BENCH
 CR1221'MARK DISC THAT IS STAMPED, TT 1 WM 1949.  IT IS LOCATED ON
 CR1221'THE SOUTH SLOPE OF THE HILL, ABOUT 225 FEET NORTH OF A LARGE
 CR1221'CONCRETE TANK, 19.5 FEET NORTHWEST OF A LARGE OAK TREE WITH
 CR1221'A LARGE BLAZE ON ITS NORTH SIDE AND THE LETTERS USBM PAINTED
 CR1221'ON THE BLAZE.  A TRAVERSE CONNECTION WAS MADE TO THIS STATION
 CR1221'FROM TRIANGULATION STATION GILMER AND THE DISTANCE AND DIRECTION
 CR1221'IS AS SHOWN IN THE LIST OF DIRECTIONS.
 CR1221'
 CR1221'STATION WAS REACHED FROM THE JUNCTION OF STATE ROUTE 154 AND
 CR1221'U.S. HIGHWAY 271 WHICH IS 1 BLOCK EAST OF THE SQUARE IN GILMER,
 CR1221'BY GOING EAST ON STATE ROUTE 154 FOR 1.7 MILE TO A DIRT ROAD
 CR1221'TO THE LEFT.  TURN LEFT AND FOLLOW DIRT ROAD UP HILL TO THE
 CR1221'LARGE CONCRETE TANK (ABOUT 0.5 MILE) AND THE STATION SITE AS
 CR1221'DESCRIBED ABOVE.
 CR1221'
 CR1221'AZIMUTH MARK IS 51 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 CR1221'OF STATE ROUTE 154, NEAR THE RIGHT-OF-WAY FENCE LINE, 8 FEET
 CR1221'EAST OF A LARGE PINE TREE AND 2 FEET EAST OF A WHITE WITNESS POST.
 CR1221'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED
 CR1221'GILMER 1950.  THIS LINE TO THE AZIMUTH MARK WILL NEED SOME
 CR1221'CLEARING OF SMALL TREES AND BRANCHES TO BE VISIBLE FROM THE
 CR1221'GROUND.  TO REACH THE AZIMUTH MARK FROM THE JUNCTION MENTIONED
 CR1221'ABOVE, GO EAST ON STATE ROUTE 154 FOR 1.5 MILES TO THE MARK
 CR1221'ON THE RIGHT.
 CR1221'
 CR1221'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CR1221
 CR1221                          STATION RECOVERY (1956)
 CR1221
 CR1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1221'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 CR1221'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CR1221'STATION SITE ARE CORRECT.
 CR1221
 CR1221                          STATION RECOVERY (1957)
 CR1221
 CR1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1221'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 CR1221'CONDITION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 CR1221'
 CR1221'THE STATION IS LOCATED ABOUT 1-1/2 MILE EAST OF GILMER AND 1/2
 CR1221'MILE NORTH OF STATE HIGHWAY NO. 154 ON THE HIGHEST PART OF
 CR1221'A TREE COVERED HILL.  IT IS 22 FEET SOUTH EAST OF A TRIANGLE
 CR1221'BLAZED TREE, 20 FEET WEST OF THE CENTER OF A WOODS ROAD, 16
 CR1221'FEET NORTH OF A TRIANGLE BLAZED TREE AND 7 FEET NORTH OF
 CR1221'A WITNESS POST.  THE MARK IS A STANDARD DISK SET IN CONCRETE
 CR1221'AND PROJECTS ABOUT 3 INCHES.  IT IS STAMPED GILMER 1950.
 CR1221'
 CR1221'REFERENCE MARK NO. 1 IS 42 FEET EAST OF THE WOODS ROAD.
 CR1221'IT IS A STANDARD DISK SET IN CONCRETE WHICH PROJECTS ABOUT
 CR1221'3 INCHES AND IS STAMPED GILMER 1950 NO 1.
 CR1221'
 CR1221'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE CENTER OF THE TRACK
 CR1221'ROAD.  IT IS A STANDARD DISK SET IN CONCRETE WHICH PROJECTS
 CR1221'1 INCH AND IS STAMPED GILMER 1950 NO 2.
 CR1221'
 CR1221'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTER OF STATE
 CR1221'HIGHWAY NO. 154, 8 FEET EAST OF A 2-FOOT PINE TREE AND 2
 CR1221'FEET EAST OF A WITNESS POST.  IT IS A STANDARD DISK SET IN
 CR1221'CONCRETE WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED GILMER
 CR1221'1950.
 CR1221'
 CR1221'A TRAVERSE CONNECTION WAS MADE TO U.S.G.S. BM TT 1 WM 1949.
 CR1221'IT IS A STANDARD DISK SET IN CONCRETE AND PROJECTS ABOUT 3 INCHES.
 CR1221'IT IS 19 FEET NORTHWEST OF A 3-FOOT OAK TREE WITH USBM
 CR1221'PAINTED ON THE NORTH SIDE OF IT.  IT IS 23.37 FEET BETWEEN
 CR1221'REFERENCE MARK NO. 2 AND THE BENCH MARK.
 CR1221'
 CR1221'TO REACH FROM THE JUNCTION OF HIGHWAY NO. 154 AND U.S. HIGHWAY
 CR1221'NO. 271 ONE BLOCK EAST OF THE COURT HOUSE IN GILMER, GO
 CR1221'EAST ON HIGHWAY NO. 154 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 CR1221'RIGHT AS DESCRIBED, CONTINUE EAST FOR 0.75 MILE TO A SIDE
 CR1221'ROAD LEFT BETWEEN TWO HOUSES, TURN LEFT AND GO UP HILL FOR
 CR1221'0.25 MILE TO A LARGE RESERVOIR ON THE LEFT, TURN RIGHT AND
 CR1221'GO 0.1 MILE TO THE MARK AS DESCRIBED.
 CR1221
 CR1221                          STATION RECOVERY (2004)
 CR1221
 CR1221'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CR1221'WATER TANK NO LONGER EXIST, AREA INACCESSABLE DUE TO FENCED MICROWAVE
 CR1221'TOWER INSTALLATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1219 ***********************************************************************
 CR1219  DESIGNATION -  GILMER RURAL ELEC CORP RAD MST
 CR1219  PID         -  CR1219
 CR1219  STATE/COUNTY-  TX/UPSHUR
 CR1219  USGS QUAD   -  GILMER (1978)
 CR1219
 CR1219                         *CURRENT SURVEY CONTROL
 CR1219  ___________________________________________________________________
 CR1219* NAD 83(1993)-  32 43 47.60937(N)    094 57 29.64396(W)     ADJUSTED  
 CR1219* NAVD 88     -                                                        
 CR1219  ___________________________________________________________________
 CR1219  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CR1219  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CR1219
 CR1219  HORZ ORDER  -  THIRD
 CR1219
 CR1219.The horizontal coordinates were established by classical geodetic methods
 CR1219.and adjusted by the National Geodetic Survey in February 1996..
 CR1219
 CR1219
 CR1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1219
 CR1219.The geoid height was determined by GEOID03.
 CR1219
 CR1219;                    North         East     Units Scale Factor Converg.
 CR1219;SPC TXNC     - 2,123,496.181   931,894.265   MT  0.99988829   +1 55 54.0
 CR1219;SPC TXNC     - 6,966,837.05  3,057,389.77   sFT  0.99988829   +1 55 54.0
 CR1219;UTM  15      - 3,623,039.204   316,499.584   MT  1.00001522   -1 03 32.7
 CR1219
 CR1219                          SUPERSEDED SURVEY CONTROL
 CR1219
 CR1219  NAD 83(1986)-  32 43 47.61557(N)    094 57 29.63087(W) AD(       ) 4
 CR1219  NAD 27      -  32 43 47.12600(N)    094 57 28.85400(W) AD(       ) 3
 CR1219
 CR1219.Superseded values are not recommended for survey control.
 CR1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1219.See file dsdata.txt to determine how the superseded data were derived.
 CR1219
 CR1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1650023039(NAD 83)
 CR1219_MARKER: 42 = RADIO/TV MAST
 CR1219
 CR1219  HISTORY     - Date     Condition        Report By
 CR1219  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1219  HISTORY     - 1956     GOOD             CGS
 CR1219  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR1219
 CR1219                          STATION DESCRIPTION
 CR1219
 CR1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1219'THE STATION IS LOCATED JUST WEST OF THE CITY OF GILMER.  IT
 CR1219'IS ABOUT 225 FEET HIGH, 3 LEGGED AND PAINTED ORANGE AND WHITE.
 CR1219'POINT INTERSECTED WAS THE RED LIGHT ON TOP OF THE MAST.
 CR1219'
 CR1219'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 CR1219'154, 155 AND 271 AT THE EAST EDGE OF GILMER, GO WEST ON STATE
 CR1219'HIGHWAY 271 FOR 0.85 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CR1219
 CR1219                          STATION RECOVERY (1956)
 CR1219
 CR1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1219'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1219'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1219
 CR1219                          STATION RECOVERY (2004)
 CR1219
 CR1219'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CR1219'MAST NOT FOUND, NEARBY THERE IS A NEWER MAST, PERHAPS 125 FEET IN
 CR1219'HEIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1224 ***********************************************************************
 CR1224  DESIGNATION -  GILMONT LOOKOUT TOWER
 CR1224  PID         -  CR1224
 CR1224  STATE/COUNTY-  TX/UPSHUR
 CR1224  USGS QUAD   -  BETTIE (1960)
 CR1224
 CR1224                         *CURRENT SURVEY CONTROL
 CR1224  ___________________________________________________________________
 CR1224* NAD 83(1993)-  32 48 09.35401(N)    094 52 43.91587(W)     ADJUSTED  
 CR1224* NAVD 88     -                                                        
 CR1224  ___________________________________________________________________
 CR1224  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CR1224  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CR1224
 CR1224  HORZ ORDER  -  THIRD
 CR1224
 CR1224.The horizontal coordinates were established by classical geodetic methods
 CR1224.and adjusted by the National Geodetic Survey in February 1996..
 CR1224
 CR1224
 CR1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1224
 CR1224.The geoid height was determined by GEOID03.
 CR1224
 CR1224;                    North         East     Units Scale Factor Converg.
 CR1224;SPC TXNC     - 2,131,807.233   939,051.063   MT  0.99988201   +1 58 29.8
 CR1224;SPC TXNC     - 6,994,104.23  3,080,870.03   sFT  0.99988201   +1 58 29.8
 CR1224;UTM  15      - 3,630,966.276   324,081.282   MT  0.99998161   -1 01 05.3
 CR1224
 CR1224                          SUPERSEDED SURVEY CONTROL
 CR1224
 CR1224  NAD 83(1993)-  32 48 09.35988(N)    094 52 43.90586(W) AD(       ) 4
 CR1224  NAD 83(1986)-  32 48 09.35969(N)    094 52 43.90334(W) AD(       ) 4
 CR1224  NAD 27      -  32 48 08.87700(N)    094 52 43.13400(W) AD(       ) 3
 CR1224
 CR1224.Superseded values are not recommended for survey control.
 CR1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1224.See file dsdata.txt to determine how the superseded data were derived.
 CR1224
 CR1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2408130966(NAD 83)
 CR1224_MARKER: 57 = LOOKOUT TOWER
 CR1224
 CR1224  HISTORY     - Date     Condition        Report By
 CR1224  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1224  HISTORY     - 1961     GOOD             CGS
 CR1224
 CR1224                          STATION DESCRIPTION
 CR1224
 CR1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1224'THE STATION IS LOCATED ABOUT 13 MILES AIRLINE SOUTHEAST OF
 CR1224'PITTSBURG AND 7 MILES NORTHEAST OF GILMER ON A HIGH TIMBERED
 CR1224'HILL.  THE TOWER HAS A GLASS ENCLOSED CAB AND IS GRAY IN
 CR1224'COLOR.  IT IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE AND HAS
 CR1224'AN OVER ALL HEIGHT OF 100 FEET.  THE TOP AND CENTER OF THE
 CR1224'TOWER WAS THE POINT INTERSECTED.
 CR1224'
 CR1224'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271
 CR1224'AND TEXAS HIGHWAY 155 IN THE NORTH EDGE OF GILMER GO NORTHEAST
 CR1224'ON TEXAS HIGHWAY 155 FOR 6.9 MILES TO A GRADED ROAD LEFT AND
 CR1224'A SIGN GILMONT FIRE LOOKOUT TOWER.  TURN LEFT ON THE GRADED
 CR1224'ROAD AND GO 0.2 MILE TO THE STATION AS DESCRIBED.
 CR1224
 CR1224                          STATION RECOVERY (1961)
 CR1224
 CR1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (KMB)
 CR1224'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1224'
 CR1224'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1636 ***********************************************************************
 FL1636  DESIGNATION -  GILMORE
 FL1636  PID         -  FL1636
 FL1636  STATE/COUNTY-  TX/CARSON
 FL1636  USGS QUAD   -  SKELLYTOWN (1978)
 FL1636
 FL1636                         *CURRENT SURVEY CONTROL
 FL1636  ___________________________________________________________________
 FL1636* NAD 83(1993)-  35 30 08.23114(N)    101 11 06.31057(W)     ADJUSTED  
 FL1636* NAVD 88     -      1022.     (meters)    3353.     (feet)  SCALED    
 FL1636  ___________________________________________________________________
 FL1636  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 FL1636  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL1636
 FL1636  HORZ ORDER  -  FIRST
 FL1636
 FL1636.The horizontal coordinates were established by classical geodetic methods
 FL1636.and adjusted by the National Geodetic Survey in February 1996..
 FL1636
 FL1636.The orthometric height was scaled from a topographic map.
 FL1636
 FL1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1636
 FL1636.The geoid height was determined by GEOID03.
 FL1636
 FL1636;                    North         East     Units Scale Factor Converg.
 FL1636;SPC TX N     - 1,166,704.282   228,568.558   MT  0.99991196   +0 10 57.0
 FL1636;SPC TX N     - 3,827,762.30    749,895.34   sFT  0.99991196   +0 10 57.0
 FL1636;UTM  14      - 3,930,942.278   301,817.598   MT  1.00008403   -1 16 09.7
 FL1636
 FL1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1636!SPC TX N     -   0.99984368  x   0.99991196  =   0.99975566
 FL1636!UTM  14      -   0.99984368  x   1.00008403  =   0.99992770
 FL1636
 FL1636|---------------------------------------------------------------------|
 FL1636| PID    Reference Object                     Distance      Geod. Az  |
 FL1636|                                                           dddmmss.s |
 FL1636| CJ6474 GILMORE RM 1                         24.225 METERS 12209     |
 FL1636| CJ6473 GILMORE AZ MK                                      1811300.3 |
 FL1636| FL1632 TC 28 USGS 1951                      22.729 METERS 23331     |
 FL1636| CJ6475 GILMORE RM 2                         26.592 METERS 31910     |
 FL1636|---------------------------------------------------------------------|
 FL1636
 FL1636                          SUPERSEDED SURVEY CONTROL
 FL1636
 FL1636  NAD 83(1993)-  35 30 08.23290(N)    101 11 06.30854(W) AD(       ) 1
 FL1636  NAD 83(1986)-  35 30 08.23748(N)    101 11 06.30038(W) AD(       ) 1
 FL1636  NAD 27      -  35 30 08.07400(N)    101 11 04.73100(W) AD(       ) 1
 FL1636
 FL1636.Superseded values are not recommended for survey control.
 FL1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1636.See file dsdata.txt to determine how the superseded data were derived.
 FL1636
 FL1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0181830942(NAD 83)
 FL1636_MARKER: DS = TRIANGULATION STATION DISK
 FL1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1636
 FL1636  HISTORY     - Date     Condition        Report By
 FL1636  HISTORY     - 1951     MONUMENTED       CGS
 FL1636  HISTORY     - 1956     GOOD             CGS
 FL1636
 FL1636                          STATION DESCRIPTION
 FL1636
 FL1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1636'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF AN OLD FARM
 FL1636'YARD.  IT IS ABOUT 4-1/2 MILES AIRLINE NORTH OF WHITE DEER,
 FL1636'ABOUT 5 MILES AIRLINE SOUTH OF SKELLYTOWN, AND ABOUT 12-1/2
 FL1636'MILES AIRLINE WEST-SOUTHWEST OF PAMPA.
 FL1636'
 FL1636'THE STATION IS 87 FEET EAST OF THE CENTER LINE OF A ROAD, 67
 FL1636'FEET NORTH OF THE CENTER LINE OF A ROAD, AND JUST NORTH OF A
 FL1636'NEWLY CONSTRUCTED POWER LINE.  IT IS A STANDARD DISK SET IN
 FL1636'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 FL1636'THE DISK IS STAMPED--GILMORE 1951.
 FL1636'
 FL1636'REFERENCE MARK NUMBER ONE IS 25 FEET NORTH OF THE CENTER LINE
 FL1636'OF A DIRT ROAD, 1-1/2 FEET NORTH OF A WIRE FENCE, AND ABOUT
 FL1636'1 FOOT HIGHER THAN THE STATION.  IT IS A STANDARD DISK SET IN
 FL1636'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FL1636'THE DISK IS STAMPED--GILMORE NO 1 1951.
 FL1636'
 FL1636'REFERENCE MARK NUMBER TWO IS 31 FEET EAST OF THE CENTER LINE
 FL1636'OF THE ROAD, 4 FEET NORTH OF A WHITE WITNESS POST, AND ABOUT
 FL1636'1-1/2 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK SET
 FL1636'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1636'4 INCHES.  THE DISK IS STAMPED--GILMORE NO 2 1951.
 FL1636'
 FL1636'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FL1636'2 FEET EAST OF A WIRE FENCE, AND AT THE WEST EDGE OF A CULTIVATED
 FL1636'FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 FL1636'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE DISK IS
 FL1636'STAMPED--GILMORE 1951.  TO REACH THE MARK FROM THE STATION GO
 FL1636'SOUTH ON THE ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 FL1636'
 FL1636'BM TC 28 IS 22 FEET NORTH OF THE CENTER LINE OF THE ROAD, 27
 FL1636'FEET EAST OF THE CENTER LINE OF A ROAD, 2 FEET WEST OF A FENCE
 FL1636'CORNER, AND ABOUT 1 FOOT HIGHER THAN THE STATION.  IT IS A
 FL1636'STANDARD USGS DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 FL1636'POST THAT PROJECTS 16 INCHES.  THE DISK IS STAMPED--TC 28 1926.
 FL1636'
 FL1636'TO REACH THE STATION FROM THE POST OFFICE IN WHITE DEER GO NORTH
 FL1636'FOR 0.1 MILE TO U.S. HIGHWAY 60.  TURN LEFT, WEST, AND GO 0.7
 FL1636'MILE TO A CROSS ROAD.  TURN RIGHT, NORTH, AND GO 4.9 MILES
 FL1636'TO A T-ROAD RIGHT AND THE STATION ON THE RIGHT.
 FL1636'
 FL1636'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 FL1636
 FL1636                          STATION RECOVERY (1956)
 FL1636
 FL1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1636'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1636'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL1636'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0976 ***********************************************************************
 BZ0976  DESIGNATION -  GILMORE RM
 BZ0976  PID         -  BZ0976
 BZ0976  STATE/COUNTY-  TX/CORYELL
 BZ0976  USGS QUAD   -  TWIN MOUNTAINS (1995)
 BZ0976
 BZ0976                         *CURRENT SURVEY CONTROL
 BZ0976  ___________________________________________________________________
 BZ0976* NAD 83(1986)-  31 08 44.     (N)    097 55 53.     (W)     SCALED    
 BZ0976* NAVD 88     -       390.736  (meters)    1281.94   (feet)  POSTED    
 BZ0976  ___________________________________________________________________
 BZ0976  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BZ0976  DYNAMIC HT  -         390.210 (meters)    1280.21  (feet)  COMP
 BZ0976  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 BZ0976
 BZ0976  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BZ0976
 BZ0976.The horizontal coordinates were scaled from a topographic map and have
 BZ0976.an estimated accuracy of +/- 6 seconds.
 BZ0976
 BZ0976.The orthometric height was determined by differential leveling
 BZ0976.and adjusted by the National Geodetic Survey in 1992..
 BZ0976.No vertical observational check was made to the station.
 BZ0976.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BZ0976.was located on a no-check spur therefore a value was not computed.
 BZ0976
 BZ0976.The geoid height was determined by GEOID03.
 BZ0976
 BZ0976.The dynamic height is computed by dividing the NAVD 88
 BZ0976.geopotential number by the normal gravity value computed on the
 BZ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0976.degrees latitude (g = 980.6199 gals.).
 BZ0976
 BZ0976.The modeled gravity was interpolated from observed gravity values.
 BZ0976
 BZ0976;                    North         East    Units  Estimated Accuracy
 BZ0976;SPC TX C     - 3,166,420.      929,000.      MT  (+/- 180 meters Scaled)
 BZ0976
 BZ0976                          SUPERSEDED SURVEY CONTROL
 BZ0976
 BZ0976  NGVD 29 (??/??/92)  390.642  (m)         1281.63   (f) ADJ UNCH    1 2
 BZ0976
 BZ0976.Superseded values are not recommended for survey control.
 BZ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0976.See file dsdata.txt to determine how the superseded data were derived.
 BZ0976
 BZ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV018462(NAD 83)
 BZ0976_MARKER: Z = SEE DESCRIPTION
 BZ0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0976+STABILITY: SURFACE MOTION
 BZ0976
 BZ0976  HISTORY     - Date     Condition        Report By
 BZ0976  HISTORY     - UNK      MONUMENTED       CGS
 BZ0976  HISTORY     - 1964     GOOD             NGS
 BZ0976  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0976
 BZ0976                          STATION DESCRIPTION
 BZ0976
 BZ0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BZ0976'2.5 MI SW FROM COPPERAS COVE.
 BZ0976'2.5 MILES SOUTHWEST OF COPPERAS COVE, CORYELL COUNTY, IN THE SOUTHWEST
 BZ0976'CORNER OF THE COUNTY, 100 YARDS NORTHEAST OF THE HIGHEST POINT OF A
 BZ0976'WOODED STARFISH-SHAPED MOUNTAIN, ON LAND OWNED IN 1934 BY DAVE
 BZ0976'SUBLETT, 250 YARDS NORTH OF A POWER-TRANSMISSION LINE, 18.3 FEET SOUTH
 BZ0976'OF A 6-INCH BOX-BLAZED LIVE OAK TREE, AND 11 FEET WEST OF AN 8-INCH
 BZ0976'TREE.  A 60-PENNY WIRE NAIL, SET IN THE TOP OF A TERRA-COTTA PIPE
 BZ0976'FILLED WITH CONCRETE AND SET IN A CYLINDER OF CONCRETE 18 INCHES IN
 BZ0976'DIAMETER.
 BZ0976
 BZ0976                          STATION RECOVERY (1983)
 BZ0976
 BZ0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0964 ***********************************************************************
 EN0964  DESIGNATION -  GILPIN
 EN0964  PID         -  EN0964
 EN0964  STATE/COUNTY-  TX/CHILDRESS
 EN0964  USGS QUAD   -  ESTELLINE SE (1985)
 EN0964
 EN0964                         *CURRENT SURVEY CONTROL
 EN0964  ___________________________________________________________________
 EN0964* NAD 83(1993)-  34 34 46.84833(N)    100 22 30.85271(W)     ADJUSTED  
 EN0964* NAVD 88     -       585.8    (meters)    1922.     (feet)  VERTCON   
 EN0964  ___________________________________________________________________
 EN0964  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 EN0964  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 EN0964
 EN0964  HORZ ORDER  -  THIRD
 EN0964
 EN0964.The horizontal coordinates were established by classical geodetic methods
 EN0964.and adjusted by the National Geodetic Survey in February 1996..
 EN0964
 EN0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0964
 EN0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0964
 EN0964.The geoid height was determined by GEOID03.
 EN0964
 EN0964;                    North         East     Units Scale Factor Converg.
 EN0964;SPC TX N     - 1,064,896.474   303,199.377   MT  1.00001704   +0 39 06.6
 EN0964;SPC TX N     - 3,493,747.85    994,746.62   sFT  1.00001704   +0 39 06.6
 EN0964;UTM  14      - 3,827,292.043   373,864.689   MT  0.99979610   -0 46 50.2
 EN0964
 EN0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0964!SPC TX N     -   0.99991246  x   1.00001704  =   0.99992950
 EN0964!UTM  14      -   0.99991246  x   0.99979610  =   0.99970858
 EN0964
 EN0964                          SUPERSEDED SURVEY CONTROL
 EN0964
 EN0964  NAD 83(1993)-  34 34 46.84874(N)    100 22 30.85200(W) AD(       ) 3
 EN0964  NAD 83(1986)-  34 34 46.85368(N)    100 22 30.84560(W) AD(       ) 3
 EN0964  NGVD 29 (01/19/93)  585.5    (m)         1921.     (f) VERT ANG       
 EN0964
 EN0964.Superseded values are not recommended for survey control.
 EN0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0964.See file dsdata.txt to determine how the superseded data were derived.
 EN0964
 EN0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD7386527292(NAD 83)
 EN0964_MARKER: DD = SURVEY DISK
 EN0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0964+STABILITY: SURFACE MOTION
 EN0964
 EN0964  HISTORY     - Date     Condition        Report By
 EN0964  HISTORY     - 1955     MONUMENTED       USGS
 EN0964
 EN0964                          STATION DESCRIPTION
 EN0964
 EN0964'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 EN0964'STATION IS LOCATED 2.5 MI. N. AND 4.0 MI. E. OF ESTELLINE, ABOUT 0.4
 EN0964'MI. E. OF THE OLD GILPIN SCHOOL ON THE HIGHEST PART OF A CULTIVATED
 EN0964'FIELD.
 EN0964'
 EN0964'TO REACH FROM THE POST OFFICE IN ESTELLINE, GO 1/2 BLOCK E. TO HIGHWAY
 EN0964'287, TURN LEFT (N.) ON 287 AND GO 3.0 MI. TO T-RD. NE. TO NEWLAND, GO
 EN0964'RIGHT (N.) FOR 0.5 MI. TO FORK, TAKE RIGHT FORK E. AND GO 0.8 MI. TO
 EN0964'T-RD. E., TURN RIGHT (E.) AND GO 3.1 MI. TO T-RD. S., TURN RIGHT (S.)
 EN0964'AND GO 1.3 MI. TO GILPIN SCHOOL, TURN LEFT (E.) AND GO 0.3 MI. TO
 EN0964'FARM HOUSE, STATION IS ABOUT 0.1 MI. E. OF HOUSE IN FIELD.
 EN0964'
 EN0964'STATION MARK--A STANDARD TABLET STAMPED---GILPIN 1955---, SET IN TOP
 EN0964'OF A CONCRETE POST SET ABOUT 1.4 FT. BELOW GROUND.
 EN0964'
 EN0964'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED---GILPIN
 EN0964'NO. 1 1955---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT.
 EN0964'ABOVE GROUND, 269.66 FT. NW. OF STATION MARK BEARING S 29 34 E.
 EN0964'
 EN0964'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED---GILPIN
 EN0964'NO. 2 1955---, SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.3 FT.
 EN0964'ABOVE GROUND, IN FENCE LINE 405.29 FT. E. OF STATION MARK IN TRUE
 EN0964'AZIMUTH OF 296 DEGREES 42 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1361 ***********************************************************************
 CR1361  SACS        -  This is a Secondary Airport Control Station.
 CR1361  DESIGNATION -  GILPORT
 CR1361  PID         -  CR1361
 CR1361  STATE/COUNTY-  TX/UPSHUR
 CR1361  USGS QUAD   -  GILMER (1978)
 CR1361
 CR1361                         *CURRENT SURVEY CONTROL
 CR1361  ___________________________________________________________________
 CR1361* NAD 83(1993)-  32 41 59.19820(N)    094 56 54.98020(W)     ADJUSTED  
 CR1361* NAVD 88     -       123.30   (meters)     404.5    (feet)  GPS OBS   
 CR1361  ___________________________________________________________________
 CR1361  X           -    -463,453.320 (meters)                     COMP
 CR1361  Y           -  -5,352,590.308 (meters)                     COMP
 CR1361  Z           -   3,426,039.803 (meters)                     COMP
 CR1361  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CR1361  ELLIP HEIGHT-          96.77  (meters)          (02/21/01) GPS OBS
 CR1361  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CR1361
 CR1361  HORZ ORDER  -  FIRST
 CR1361  ELLP ORDER  -  FIFTH     CLASS I
 CR1361
 CR1361.This mark is at Gilmer-Upshur Co (4F4) Airport (4F4)
 CR1361
 CR1361.The horizontal coordinates were established by GPS observations
 CR1361.and adjusted by the National Geodetic Survey in July 1996..
 CR1361
 CR1361.The orthometric height was determined by GPS observations and a
 CR1361.high-resolution geoid model.
 CR1361
 CR1361.GPS derived orthometric heights for airport stations designated as
 CR1361.PACS or SACS are published to 2 decimal places.  This maintains
 CR1361.centimeter relative accuracy between the PACS and SACS.  It does
 CR1361.not indicate centimeter accuracy relative to other marks which are
 CR1361.part of the NAVD 88 network.
 CR1361
 CR1361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1361
 CR1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1361
 CR1361.The ellipsoidal height was determined by GPS observations
 CR1361.and is referenced to NAD 83.
 CR1361
 CR1361.The geoid height was determined by GEOID03.
 CR1361
 CR1361;                    North         East     Units Scale Factor Converg.
 CR1361;SPC TXNC     - 2,120,189.270   932,909.090   MT  0.99989136   +1 56 12.9
 CR1361;SPC TXNC     - 6,955,987.63  3,060,719.24   sFT  0.99989136   +1 56 12.9
 CR1361;UTM  15      - 3,619,683.441   317,340.620   MT  1.00001142   -1 03 10.8
 CR1361
 CR1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1361!SPC TXNC     -   0.99998481  x   0.99989136  =   0.99987617
 CR1361!UTM  15      -   0.99998481  x   1.00001142  =   0.99999623
 CR1361
 CR1361:                Primary Azimuth Mark                     Grid Az
 CR1361:SPC TXNC     -  GILPORT AZ MK                            178 48 08.3
 CR1361:UTM  15      -  GILPORT AZ MK                            181 47 32.0
 CR1361
 CR1361|---------------------------------------------------------------------|
 CR1361| PID    Reference Object                     Distance      Geod. Az  |
 CR1361|                                                           dddmmss.s |
 CR1361| CR1362 GILPORT AZ MK                       418.944 METERS 1804421.2 |
 CR1361|---------------------------------------------------------------------|
 CR1361
 CR1361                          SUPERSEDED SURVEY CONTROL
 CR1361
 CR1361  ELLIP H (07/25/96)   96.82   (m)                       GP(       ) 5 1
 CR1361  NAD 83(1993)-  32 41 59.20592(N)    094 56 54.97855(W) AD(       ) 3
 CR1361  ELLIP H (02/16/96)   96.83   (m)                       GP(       ) 5 1
 CR1361  ELLIP H (01/21/93)   96.59   (m)                       GP(       ) 4 2
 CR1361  NAD 83(1986)-  32 41 59.20880(N)    094 56 54.96184(W) AD(       ) 3
 CR1361  NAD 27      -  32 41 58.71065(N)    094 56 54.18004(W) AD(       ) 3
 CR1361  NGVD 29 (12/08/88)  123.2    (m)          404.     (f) GPS OBS        
 CR1361
 CR1361.Superseded values are not recommended for survey control.
 CR1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1361.See file dsdata.txt to determine how the superseded data were derived.
 CR1361
 CR1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1734119683(NAD 83)
 CR1361_MARKER: I = METAL ROD
 CR1361_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1361_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1361_STAMPING: GILPORT 1987
 CR1361_MARK LOGO: NGS   
 CR1361_PROJECTION: FLUSH
 CR1361_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1361+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR1361_ROD/PIPE-DEPTH: 1.50 meters
 CR1361_SLEEVE-DEPTH  : 0.90 meters
 CR1361
 CR1361  HISTORY     - Date     Condition        Report By
 CR1361  HISTORY     - 1987     MONUMENTED       NGS
 CR1361  HISTORY     - 19880121 GOOD
 CR1361  HISTORY     - 19941128 GOOD             NGS
 CR1361  HISTORY     - 20040605 GOOD             USPSQD
 CR1361
 CR1361                          STATION DESCRIPTION
 CR1361
 CR1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1361'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTH OF GILMER, AT THE
 CR1361'GILMER-UPSHUR COUNTY AIRPORT.  OWNERSHIP--CITY OF GILMER C/O MR.
 CR1361'MULLIN, CITY MANAGER, BOX 760, GILMER, TX 75644.  TELEPHONE
 CR1361'NUMBER214-843-2553.
 CR1361'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 CR1361'HIGHWAY 155 ON THE SOUTH SIDE OF GILMER.  GO SOUTH ON U.S. HIGHWAY
 CR1361'271 FOR 1.1 KM (0.70 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 CR1361'TURN RIGHT FOR 0.4 KM (0.25 MI) TO A GATE.  PASS THROUGH GATE AND GO
 CR1361'WEST FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT, ON THE
 CR1361'SOUTHSIDE OF THE TAXIWAY.
 CR1361'THE STATION MARK IS 22.5 M (73.8 FT) EAST OF THE CENTERLINE OF THE
 CR1361'RUNWAY, 19.6 M (64.3 FT) SOUTH OF THE CENTER OF THE TAXIWAY, 18.7 M
 CR1361'(61.4 FT) NORTHEAST OF A RUNWAY LIGHT, 10.2 M (33.5 FT) EAST OF
 CR1361'ATAXIWAY INDICATOR SIGN, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 CR1361'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1361'DESCRIBED BY B.L.L.
 CR1361
 CR1361                          STATION RECOVERY (1988)
 CR1361
 CR1361'RECOVERED 1988
 CR1361'RECOVERED IN GOOD CONDITION.
 CR1361
 CR1361                          STATION RECOVERY (1994)
 CR1361
 CR1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1361'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTH OF GILMER, AT THE
 CR1361'GILMER-UPSHUR COUNTY AIRPORT, ON THE SOUTH SIDE OF THE CONNECTOR TAXI,
 CR1361'AND ACROSS THE APRON FROM THE AIRPORT OFFICE.  OWNERSHIP--CITY OF
 CR1361'GILMER, BOX 760, GILMER, TX 75644.  CITY MANAGER IS TIM GUMP. PHONE
 CR1361'903-843-2552.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 271 AND
 CR1361'STATE HIGHWAY 155 ON THE SOUTH SIDE OF GILMER, GO SOUTH ON U.S.
 CR1361'HIGHWAY 271 FOR 1.1 KM (0.70 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 CR1361'RIGHT (AVIATION DRIVE) .  TURN RIGHT, TURN RIGHT, WEST, ON THE
 CR1361'ENTRANCE ROAD FOR 0.4 KM (0.25 MI) TO A GATE.  PASS THROUGH GATE,
 CR1361'WEST, FOR 0.16 KM (0.10 MI) CROSSING APRON AND ALONG TAXI TO THE
 CR1361'RUNWAY AND STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP
 CR1361'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM
 CR1361'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 CR1361'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 22.5 M (73.8 FT) EAST OF
 CR1361'THE CENTER OF THE RUNWAY, 19.6 M (64.3 FT) SOUTH OF THE CENTER OF THE
 CR1361'TAXI, 18.7 M (61.4 FT) NORTHEAST OF A RUNWAY LIGHT, 10.2 M (33.5 FT)
 CR1361'EAST OF A TAXI INDICATOR SIGN, AND 0.3 M (1.0 FT) NORTH OF A
 CR1361'FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG
 CR1361
 CR1361                          STATION RECOVERY (2004)
 CR1361
 CR1361'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CR1361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1362 ***********************************************************************
 CR1362  SACS        -  This is a Secondary Airport Control Station.
 CR1362  DESIGNATION -  GILPORT AZ MK
 CR1362  PID         -  CR1362
 CR1362  STATE/COUNTY-  TX/UPSHUR
 CR1362  USGS QUAD   -  GILMER (1978)
 CR1362
 CR1362                         *CURRENT SURVEY CONTROL
 CR1362  ___________________________________________________________________
 CR1362* NAD 83(1993)-  32 41 45.59959(N)    094 56 55.18770(W)     ADJUSTED  
 CR1362* NAVD 88     -       121.61   (meters)     399.0    (feet)  GPS OBS   
 CR1362  ___________________________________________________________________
 CR1362  X           -    -463,478.104 (meters)                     COMP
 CR1362  Y           -  -5,352,813.883 (meters)                     COMP
 CR1362  Z           -   3,425,686.359 (meters)                     COMP
 CR1362  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 CR1362  ELLIP HEIGHT-          95.08  (meters)          (02/21/01) GPS OBS
 CR1362  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CR1362
 CR1362  HORZ ORDER  -  FIRST
 CR1362  ELLP ORDER  -  FIFTH     CLASS I
 CR1362
 CR1362.This mark is at Gilmer-Upshur Co (4F4) Airport (4F4)
 CR1362
 CR1362.The horizontal coordinates were established by GPS observations
 CR1362.and adjusted by the National Geodetic Survey in July 1996..
 CR1362
 CR1362.The orthometric height was determined by GPS observations and a
 CR1362.high-resolution geoid model.
 CR1362
 CR1362.GPS derived orthometric heights for airport stations designated as
 CR1362.PACS or SACS are published to 2 decimal places.  This maintains
 CR1362.centimeter relative accuracy between the PACS and SACS.  It does
 CR1362.not indicate centimeter accuracy relative to other marks which are
 CR1362.part of the NAVD 88 network.
 CR1362
 CR1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1362
 CR1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1362
 CR1362.The ellipsoidal height was determined by GPS observations
 CR1362.and is referenced to NAD 83.
 CR1362
 CR1362.The geoid height was determined by GEOID03.
 CR1362
 CR1362;                    North         East     Units Scale Factor Converg.
 CR1362;SPC TXNC     - 2,119,770.463   932,917.846   MT  0.99989177   +1 56 12.8
 CR1362;SPC TXNC     - 6,954,613.59  3,060,747.97   sFT  0.99989177   +1 56 12.8
 CR1362;UTM  15      - 3,619,264.697   317,327.517   MT  1.00001148   -1 03 10.5
 CR1362
 CR1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1362!SPC TXNC     -   0.99998507  x   0.99989177  =   0.99987684
 CR1362!UTM  15      -   0.99998507  x   1.00001148  =   0.99999655
 CR1362
 CR1362:                Primary Azimuth Mark                     Grid Az
 CR1362:SPC TXNC     -  GILPORT                                  358 48 08.2
 CR1362:UTM  15      -  GILPORT                                  001 47 31.5
 CR1362
 CR1362|---------------------------------------------------------------------|
 CR1362| PID    Reference Object                     Distance      Geod. Az  |
 CR1362|                                                           dddmmss.s |
 CR1362| CR1361 GILPORT                             418.944 METERS 0004421.0 |
 CR1362|---------------------------------------------------------------------|
 CR1362
 CR1362                          SUPERSEDED SURVEY CONTROL
 CR1362
 CR1362  ELLIP H (07/25/96)   95.13   (m)                       GP(       ) 5 1
 CR1362  NAD 83(1993)-  32 41 45.60727(N)    094 56 55.18625(W) AD(       ) 3
 CR1362  ELLIP H (02/16/96)   95.14   (m)                       GP(       ) 5 1
 CR1362  ELLIP H (01/21/93)   94.90   (m)                       GP(       ) 4 2
 CR1362  NAD 83(1986)-  32 41 45.61014(N)    094 56 55.16954(W) AD(       ) 3
 CR1362  NAD 27      -  32 41 45.11165(N)    094 56 54.38778(W) AD(       ) 3
 CR1362  NGVD 29 (12/08/88)  121.5    (m)          399.     (f) GPS OBS        
 CR1362
 CR1362.Superseded values are not recommended for survey control.
 CR1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1362.See file dsdata.txt to determine how the superseded data were derived.
 CR1362
 CR1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1732819265(NAD 83)
 CR1362_MARKER: I = METAL ROD
 CR1362_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1362_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1362_STAMPING: GILPORT AZ MK 1987
 CR1362_MARK LOGO: NGS   
 CR1362_PROJECTION: FLUSH
 CR1362_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1362+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR1362_ROD/PIPE-DEPTH: 1.50 meters
 CR1362_SLEEVE-DEPTH  : 0.90 meters
 CR1362
 CR1362  HISTORY     - Date     Condition        Report By
 CR1362  HISTORY     - 1987     MONUMENTED       NGS
 CR1362  HISTORY     - 19880121 GOOD
 CR1362  HISTORY     - 19941128 GOOD             NGS
 CR1362  HISTORY     - 20040605 GOOD             USPSQD
 CR1362
 CR1362                          STATION DESCRIPTION
 CR1362
 CR1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1362'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTH OF GILMER, AT THE
 CR1362'GILMER-UPSHUR COUNTY AIRPORT.  OWNERSHIP--CITY OF GILMER C/O MR.
 CR1362'MULLIN, CITY MANAGER, BOX 760, GILMER, TX 75644.  TELEPHONE
 CR1362'NUMBER214-843-2553.
 CR1362'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 CR1362'HIGHWAY 155 ON THE SOUTH SIDE OF GILMER.  GO SOUTH ON U.S. HIGHWAY
 CR1362'271 FOR 1.1 KM (0.70 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 CR1362'TURN RIGHT FOR 0.4 KM (0.25 MI) TO A GATE.  PASS THROUGH GATE AND GO
 CR1362'WEST WAY FOR 0.4 KM (0.25 MI) TO THE MARK ON THE LEFT, ON THE
 CR1362'EASTSIDE OF THE RUNWAY AND THE NORTH SIDE OF A TURN OFF.
 CR1362'THE MARK IS 18.7 M (61.4 FT) EAST OF THE CENTERLINE OF THE RUNWAY,
 CR1362'16.0 M (52.5 FT) NORTH OF THE CENTERLINE OF THE TURN OFF, 10.6 M
 CR1362'(34.8 FT) NORTHWEST OF THE CENTER OF A CONCRETE PAD MARKING A
 CR1362'CABLELINE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 CR1362'ACCESS TO THE MARK IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1362'DESCRIBED BY V.L.F.
 CR1362
 CR1362                          STATION RECOVERY (1988)
 CR1362
 CR1362'RECOVERED 1988
 CR1362'RECOVERED IN GOOD CONDITION.
 CR1362
 CR1362                          STATION RECOVERY (1994)
 CR1362
 CR1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1362'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTH OF GILMER, AT THE
 CR1362'GILMER-UPSHUR COUNTY AIRPORT, IN BRUSH ON THE NORTH SIDE OF THE TURN
 CR1362'AROUND AT RUNWAY END 35.  OWNERSHIP--CITY OF GILMER, BOX 760, GILMER,
 CR1362'TX 75644.  CITY MANAGER IS TIM GUMP.  PHONE 903-843-2552.  TO REACH
 CR1362'FROM THE JUNCTION OF U.S.  HIGHWAY 271 AND STATE HIGHWAY 155 ON THE
 CR1362'SOUTH SIDE OF GILMER, GO SOUTH ON U.S.  HIGHWAY 271 FOR 1.1 KM (0.70
 CR1362'MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT (AVIATION DRIVE) .  TURN
 CR1362'RIGHT, TURN RIGHT, WEST, ON THE ENTRANCE ROAD FOR 0.4 KM (0.25 MI) TO
 CR1362'A GATE.  PASS THROUGH GATE, WEST, FOR 0.16 KM (0.10 MI) CROSSING APRON
 CR1362'AND ALONG TAXI TO THE RUNWAY.  TURN LEFT, SOUTH, ALONG RUNWAY FOR 0.41
 CR1362'KM (0.25 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE
 CR1362'TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE
 CR1362'90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 CR1362'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 18.7 M (61.4 FT) EAST OF
 CR1362'THE CENTER OF THE RUNWAY, 16.0 M (52.5 FT) NORTH OF THE CENTER OF THE
 CR1362'TURN AROUND, 10.6 M (34.8 FT) NORTHWEST OF THE CENTER OF A CONCRETE
 CR1362'PAD MARKING A CABLE LINE, AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS
 CR1362'WITNESS POST.  DESCRIBED BY D.G.  AUG
 CR1362
 CR1362                          STATION RECOVERY (2004)
 CR1362
 CR1362'RECOVERY NOTE BY US POWER SQUADRON 2004 (HBD)
 CR1362'NOTE - COVER MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1167 ***********************************************************************
 DN1167  DESIGNATION -  GIN
 DN1167  PID         -  DN1167
 DN1167  STATE/COUNTY-  TX/COLLIN
 DN1167  USGS QUAD   -  HEBRON (1981)
 DN1167
 DN1167                         *CURRENT SURVEY CONTROL
 DN1167  ___________________________________________________________________
 DN1167* NAD 83(1993)-  33 01 37.53067(N)    096 47 12.87967(W)     ADJUSTED  
 DN1167* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 DN1167  ___________________________________________________________________
 DN1167  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 DN1167  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DN1167
 DN1167  HORZ ORDER  -  SECOND
 DN1167
 DN1167.The horizontal coordinates were established by classical geodetic methods
 DN1167.and adjusted by the National Geodetic Survey in February 1996..
 DN1167
 DN1167.The orthometric height was scaled from a topographic map.
 DN1167
 DN1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1167
 DN1167.The geoid height was determined by GEOID03.
 DN1167
 DN1167;                    North         East     Units Scale Factor Converg.
 DN1167;SPC TXNC     - 2,152,161.843   760,017.263   MT  0.99987271   +0 56 03.5
 DN1167;SPC TXNC     - 7,060,884.31  2,493,489.97   sFT  0.99987271   +0 56 03.5
 DN1167;UTM  14      - 3,656,466.727   706,695.370   MT  1.00012680   +1 12 23.9
 DN1167
 DN1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1167!SPC TXNC     -   0.99996896  x   0.99987271  =   0.99984167
 DN1167!UTM  14      -   0.99996896  x   1.00012680  =   1.00009575
 DN1167
 DN1167:                Primary Azimuth Mark                     Grid Az
 DN1167:SPC TXNC     -  HORIZ STA BUCE GUNN AS DALLAS            089 51 48.0
 DN1167:UTM  14      -  HORIZ STA BUCE GUNN AS DALLAS            089 35 27.6
 DN1167
 DN1167|---------------------------------------------------------------------|
 DN1167| PID    Reference Object                     Distance      Geod. Az  |
 DN1167|                                                           dddmmss.s |
 DN1167| CX9966 HORIZ STA BUCE GUNN AS DALLAS                      0904751.5 |
 DN1167| CY1957 GIN AZ MK                                          0933813.0 |
 DN1167| CY1960 GIN RM 3                             20.962 METERS 09507     |
 DN1167| CY1959 GIN RM 2                             21.638 METERS 10307     |
 DN1167| CS2755 RICHARDSON CAMPBELL ROAD TANK       APPROX. 6.6 KM 1395451.9 |
 DN1167| CS2834 RICHARDSON HEIGHTS WATER TANK       APPROX. 8.1 KM 1642358.4 |
 DN1167| CS2833 RENNER CONCRETE SILO                APPROX. 4.8 KM 1681948.1 |
 DN1167| DN1163 FRISCO MUNICIPAL TANK               APPROX.14.0 KM 3462246.6 |
 DN1167| CY1958 GIN RM 1                              8.876 METERS 35901     |
 DN1167|---------------------------------------------------------------------|
 DN1167
 DN1167                          SUPERSEDED SURVEY CONTROL
 DN1167
 DN1167  NAD 83(1993)-  33 01 37.53244(N)    096 47 12.87405(W) AD(       ) 2
 DN1167  NAD 83(1986)-  33 01 37.53720(N)    096 47 12.86457(W) AD(       ) 2
 DN1167  NAD 27      -  33 01 37.10100(N)    096 47 11.86400(W) AD(       ) 2
 DN1167
 DN1167.Superseded values are not recommended for survey control.
 DN1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1167.See file dsdata.txt to determine how the superseded data were derived.
 DN1167
 DN1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0669556467(NAD 83)
 DN1167_MARKER: DS = TRIANGULATION STATION DISK
 DN1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1167
 DN1167  HISTORY     - Date     Condition        Report By
 DN1167  HISTORY     - 1949     MONUMENTED       CGS
 DN1167  HISTORY     - 1955     GOOD             TXHD
 DN1167  HISTORY     - 1958     GOOD             USGS
 DN1167  HISTORY     - 1960     GOOD             CGS
 DN1167  HISTORY     - 1965     GOOD             CGS
 DN1167  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 DN1167  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN1167
 DN1167                          STATION DESCRIPTION
 DN1167
 DN1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CL)
 DN1167'STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF PLANO AND ABOUT 4
 DN1167'MILES EAST OF HEBRON ALONG FARM ROAD 544.  STATION IS 44 FEET
 DN1167'NORTH OF THE APPROXIMATE CENTERLINE OF ROAD, 9 FEET NORTH OF
 DN1167'WITNESS POST AND IN FENCELINE.  THE MARK PROJECTS ABOUT 6
 DN1167'INCHES AND THE DISK IS STAMPED GIN 1949.
 DN1167'
 DN1167'REFERENCE MARK NO. 1 IS IN FENCELINE JUST SOUTH OF SMALL
 DN1167'HEDGE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 DN1167'STAMPED GIN NO 1 1949.
 DN1167'
 DN1167'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE APPROXIMATE
 DN1167'CENTERLINE OF ROAD AND 1 FOOT WEST NORTHWEST OF TELEPHONE
 DN1167'POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 DN1167'GIN NO 2 1949.
 DN1167'
 DN1167'AZIMUTH MARK IS 30 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 DN1167'OF ROAD AND 0.5 FEET NORTH OF FENCELINE.  THE MARK PROJECTS
 DN1167'ABOUT 4 INCHES AND THE DISK IS STAMPED GIN 1949.
 DN1167'
 DN1167'TO REACH FROM THE POST OFFICE IN PLANO GO WESTERLY ON MACADAM FARM
 DN1167'ROAD 544 FOR 5.3 MILES TO AZIMUTH MARK ON LEFT OR SOUTH SIDE
 DN1167'OF ROAD AS DESCRIBED.  CONTINUE WEST FOR 0.25 MILE TO STATION
 DN1167'ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 DN1167'
 DN1167'AN 87 FOOT SIGNAL AT STATION GUMBO IS V.G.
 DN1167'
 DN1167'A 74 FOOT SIGNAL AT STATION HEBRON 1947 IS V.G.
 DN1167'
 DN1167'A 74 FOOT SIGNAL AT STATION CAMEY IS V.G.
 DN1167'
 DN1167'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DN1167
 DN1167                          STATION RECOVERY (1955)
 DN1167
 DN1167'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 DN1167'STATION RECOVERED.  IT IS 43.4 FEET NORTH OF FM 544, IN
 DN1167'FENCE ROW.  STATION IS E OF SHEPTON.
 DN1167
 DN1167                          STATION RECOVERY (1958)
 DN1167
 DN1167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1167'STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED.
 DN1167'
 DN1167'REFERENCE MARK 2 AND AZIMUTH MARK BELIEVED DESTROYED, THERE
 DN1167'IS A BAR PIT ALONG HIGHWAY.
 DN1167
 DN1167                          STATION RECOVERY (1960)
 DN1167
 DN1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 DN1167'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 DN1167'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 COULD NOT BE
 DN1167'LOCATED, PROBABLY BURIED.  DIRECTIONS FOR PROCEEDING TO
 DN1167'STATION SITE ARE CORRECT.
 DN1167
 DN1167                          STATION RECOVERY (1965)
 DN1167
 DN1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 DN1167'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED
 DN1167'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2
 DN1167'WAS FOUND TO BE DESTROYED.  THE AZIMUTH MARK WAS SEARCHED
 DN1167'FOR BUT WAS NOT FOUND.  IT IS BELIEVED THE MARK WAS DESTROYED
 DN1167'DURING ROAD CONSTRUCTION.  ONE NEW REFERENCE MARK WAS SET,
 DN1167'AND A STATION OF ANOTHER ORGANIZATION WAS USED TO SERVE FOR THE
 DN1167'AZIMUTH MARK.
 DN1167'
 DN1167'THE STATION IS ABOUT 5-1/2 MILES WEST OF PLANO, AND 4 MILES
 DN1167'EAST OF HEBRON, ALONG THE NORTH RIGHT-OF-WAY OF F.M. HIGHWAY 544.
 DN1167'
 DN1167'TO REACH THE STATION FROM PLANO, GO WEST ON F.M. HIGHWAY 544 FOR
 DN1167'5.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE
 DN1167'HIGHWAY FOR 0.5 MILE TO THE STATION.
 DN1167'
 DN1167'STATION MARK, A STANDARD DISK STAMPED GIN 1949, IS SET IN A
 DN1167'12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.
 DN1167'IT IS 44.5 FEET NORTH OF THE CENTER LINE OF HIGHWAY, AND
 DN1167'3.5 FEET NORTH OF A METAL WITNESS POST.
 DN1167'
 DN1167'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GIN NO 1 1949,
 DN1167'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT
 DN1167'4 INCHES.  IT IS 73 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 DN1167'AT THE SOUTH EDGE OF A HEDGE.
 DN1167'
 DN1167'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GIN NO 1 1949,
 DN1167'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS ABOUT
 DN1167'3 INCHES.  IT IS 39 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 DN1167'2 FEET WEST OF A TELEPHONE POLE, AND ABOUT ON LINE WITH THE
 DN1167'NORTH HIGHWAY RIGHT-OF-WAY LINE.
 DN1167'
 DN1167'AZIMUTH MARK, A HORIZONTAL CONTROL STATION BUCE AND GUNN AERIAL
 DN1167'SURVEY DALLAS, TEXAS BRONZE DISK, NO STAMPING, SET IN A 6 IN
 DN1167'X 6 IN CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.  IT IS
 DN1167'40 FEET NORTH OF THE CENTER LINE OF F.M. HIGHWAY 544, 8 FEET EAST
 DN1167'OF TELEPHONE POLE NO. 200/96, ABOUT 75 YARDS NORTHWEST OF A BRICK
 DN1167'HOUSE, AND IS DIRECTLY BELOW THE CENTER POWER LINE WHICH
 DN1167'CROSSES OVER THE HIGHWAY.
 DN1167'
 DN1167'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5KG. TAPE TENSION.
 DN1167
 DN1167                          STATION RECOVERY (1985)
 DN1167
 DN1167'RECOVERY NOTE BY US POWER SQUADRON 1985 (SS)
 DN1167'NO EVIDENCE OF ANY PORTION OF THE STATION DUE TO CONSTRUCTION - IT
 DN1167'APPEARS TO BE DESTROYED.
 DN1167
 DN1167                          STATION RECOVERY (1994)
 DN1167
 DN1167'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1064 ***********************************************************************
 CD1064  DESIGNATION -  GIN
 CD1064  PID         -  CD1064
 CD1064  STATE/COUNTY-  TX/HUDSPETH
 CD1064  USGS QUAD   -  NEELY CANYON (1972)
 CD1064
 CD1064                         *CURRENT SURVEY CONTROL
 CD1064  ___________________________________________________________________
 CD1064* NAD 83(1993)-  31 05 16.83883(N)    105 36 04.66725(W)     ADJUSTED  
 CD1064* NAVD 88     -      1057.90   (+/-2cm)    3470.8    (feet)  VERTCON   
 CD1064  ___________________________________________________________________
 CD1064  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CD1064  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CD1064
 CD1064  HORZ ORDER  -  SECOND
 CD1064  VERT ORDER  -  THIRD ? (See Below)
 CD1064
 CD1064.The horizontal coordinates were established by classical geodetic methods
 CD1064.and adjusted by the National Geodetic Survey in February 1996..
 CD1064
 CD1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1064.The vertical order pertains to the NGVD 29 superseded value.
 CD1064
 CD1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1064
 CD1064.The geoid height was determined by GEOID03.
 CD1064
 CD1064;                    North         East     Units Scale Factor Converg.
 CD1064;SPC TX C     - 3,169,461.409   197,596.432   MT  0.99988288   -2 42 47.9
 CD1064;SPC TX C     -10,398,474.64    648,280.96   sFT  0.99988288   -2 42 47.9
 CD1064;UTM  13      - 3,439,511.200   442,648.889   MT  0.99964057   -0 18 37.8
 CD1064
 CD1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1064!SPC TX C     -   0.99983760  x   0.99988288  =   0.99972050
 CD1064!UTM  13      -   0.99983760  x   0.99964057  =   0.99947823
 CD1064
 CD1064|---------------------------------------------------------------------|
 CD1064| PID    Reference Object                     Distance      Geod. Az  |
 CD1064|                                                           dddmmss.s |
 CD1064| CH9431 GIN RM 1                             10.530 METERS 03152     |
 CD1064| CD1067 PEACE                               APPROX. 1.5 KM 1200256.4 |
 CD1064| CH9432 GIN RM 2                             10.880 METERS 30258     |
 CD1064|---------------------------------------------------------------------|
 CD1064
 CD1064                          SUPERSEDED SURVEY CONTROL
 CD1064
 CD1064  NAD 83(1986)-  31 05 16.85003(N)    105 36 04.66161(W) AD(       ) 2
 CD1064  NAD 27      -  31 05 16.37900(N)    105 36 02.80800(W) AD(       ) 2
 CD1064  NGVD 29 (07/19/86) 1057.38   (m)         3469.1    (f) LEVELING    3  
 CD1064
 CD1064.Superseded values are not recommended for survey control.
 CD1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1064.See file dsdata.txt to determine how the superseded data were derived.
 CD1064
 CD1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ4264939511(NAD 83)
 CD1064_MARKER: DS = TRIANGULATION STATION DISK
 CD1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1064
 CD1064  HISTORY     - Date     Condition        Report By
 CD1064  HISTORY     - 1934     MONUMENTED       CGS
 CD1064
 CD1064                          STATION DESCRIPTION
 CD1064
 CD1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1064'THE STATION MARK IS A SQUARE CONCRETE PIER ONE FOOT SQUARE
 CD1064'AND ONE FOOT HIGH ABOVE SURFACE WITH AN IRON TABLET 4 INCHES
 CD1064'SQUARE EMBEDDED IN THE TOP.  THE TABLET IS MARKED I.B.C. + C.
 CD1064'DE L. AND THE CONCRETE IS MARKED R.P. 39.  THIS MONUMENT
 CD1064'IS EVIDENTLY AN INTERNATIONAL BOUNDARY COMMISSION REFERENCE
 CD1064'POINT.  THE CENTER OF THE IRON CROSS IS USED AS THE STATION
 CD1064'MARK.  THE MONUMENT IS 26 FEET N OF THE CENTER LINE OF THE
 CD1064'MAIN DOWN RIVER ROAD, ABOUT 0.5 MILE N OF THE RIO GRANDE
 CD1064'AND ABOUT 1/4 MILE NW OF THE PEACE SERVICE STATION.
 CD1064'
 CD1064'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE,
 CD1064'
 CD1064'REFERENCE MARK NO. 1 IS 62 FEET N OF THE CENTER LINE OF THE
 CD1064'ROAD.
 CD1064'
 CD1064'REFERENCE MARK NO. 2 IS 29 FEET N OF THE CENTER LINE OF THE
 CD1064'ROAD.  BOTH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 CD1064'
 CD1064'THE STATION IS BEST REACHED FROM FORT HANCOCK OR IT CAN BE
 CD1064'REACHED FROM SIERRA BLANCA BY GOING TO THE COTTON GIN MENTIONED
 CD1064'IN THE DESCRIPTION OF STATIONS RAINBOW, PEACE AND MC CLINTOCK.
 CD1064'
 CD1064'FROM THE COTTON GIN WHICH IS ABOUT 200 YARDS S OF THE DOWN
 CD1064'RIVER ROAD, DRIVE 4.4 MILES SE ON MAIN ROAD TO STATION ABOUT
 CD1064'20 FEET NE OF ROAD.
 CD1064'
 CD1064'TO REACH THE COTTON GIN FROM FORT HANCOCK, DRIVE SE ON THE
 CD1064'DOWN RIVER ROAD TO ESPERANZA STORE.  CONTINUE ON DOWN RIVER
 CD1064'ROAD 5 MILES TO COTTON GIN.
 CD1064'
 CD1064'TO REACH FROM SIERRA BLANCA, GO W ON THE OLD U.S. HIGHWAY 80
 CD1064'PAVEMENT, 9.6 MILES TO LASCA, A STATION ON THE SOUTHERN
 CD1064'PACIFIC RAILROAD.  LEAVE HIGHWAY AND DRIVE SW ON DIRT ROAD
 CD1064'THROUGH PASS BETWEEN QUITMAN AND MALONE MOUNTAINS, 14.2
 CD1064'MILES TO THE DOWN RIVER ROAD.  TURN LEFT ONTO DOWN RIVER ROAD
 CD1064'AND DRIVE 0.2 MILE TO A POINT OPPOSITE COTTON GIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0710 ***********************************************************************
 DQ0710  DESIGNATION -  GIN ET
 DQ0710  PID         -  DQ0710
 DQ0710  STATE/COUNTY-  TX/LYNN
 DQ0710  USGS QUAD   -  MOUND LAKE (1969)
 DQ0710
 DQ0710                         *CURRENT SURVEY CONTROL
 DQ0710  ___________________________________________________________________
 DQ0710* NAD 83(1993)-  33 10 01.14831(N)    102 01 56.16416(W)     ADJUSTED  
 DQ0710* NAVD 88     -       982.2    (meters)    3222.     (feet)  VERTCON   
 DQ0710  ___________________________________________________________________
 DQ0710  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 DQ0710  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 DQ0710
 DQ0710  HORZ ORDER  -  SECOND
 DQ0710
 DQ0710.The horizontal coordinates were established by classical geodetic methods
 DQ0710.and adjusted by the National Geodetic Survey in February 1996..
 DQ0710
 DQ0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0710
 DQ0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0710
 DQ0710.The geoid height was determined by GEOID03.
 DQ0710
 DQ0710;                    North         East     Units Scale Factor Converg.
 DQ0710;SPC TXNC     - 2,171,908.130   270,624.817   MT  0.99987464   -1 55 35.3
 DQ0710;SPC TXNC     - 7,125,668.59    887,874.92   sFT  0.99987464   -1 55 35.3
 DQ0710;UTM  13      - 3,673,722.633   776,759.817   MT  1.00054450   +1 37 28.6
 DQ0710;UTM  14      - 3,673,895.253   217,219.578   MT  1.00058605   -1 39 36.0
 DQ0710
 DQ0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0710!SPC TXNC     -   0.99984961  x   0.99987464  =   0.99972426
 DQ0710!UTM  13      -   0.99984961  x   1.00054450  =   1.00039402
 DQ0710!UTM  14      -   0.99984961  x   1.00058605  =   1.00043557
 DQ0710
 DQ0710|---------------------------------------------------------------------|
 DQ0710| PID    Reference Object                     Distance      Geod. Az  |
 DQ0710|                                                           dddmmss.s |
 DQ0710| CJ6476 GIN ET RM 1                          14.076 METERS 04638     |
 DQ0710| CJ6477 GIN ET RM 2                          15.828 METERS 14007     |
 DQ0710| DQ0711 OAK ET                              APPROX. 4.7 KM 2780031.7 |
 DQ0710|---------------------------------------------------------------------|
 DQ0710
 DQ0710                          SUPERSEDED SURVEY CONTROL
 DQ0710
 DQ0710  NAD 83(1986)-  33 10 01.15681(N)    102 01 56.15646(W) AD(       ) 2
 DQ0710  NAD 27      -  33 10 00.82812(N)    102 01 54.55177(W) AD(       ) 2
 DQ0710  NGVD 29 (07/19/86)  981.8    (m)         3221.     (f) VERT ANG       
 DQ0710
 DQ0710.Superseded values are not recommended for survey control.
 DQ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0710.See file dsdata.txt to determine how the superseded data were derived.
 DQ0710
 DQ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS7676073723(NAD 83)
 DQ0710_MARKER: DD = SURVEY DISK
 DQ0710_SETTING: 0 = UNSPECIFIED SETTING
 DQ0710
 DQ0710  HISTORY     - Date     Condition        Report By
 DQ0710  HISTORY     - 1968     MONUMENTED       USGS
 DQ0710
 DQ0710                          STATION DESCRIPTION
 DQ0710
 DQ0710'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0710'THE STATION IS LOCATED SOUTH 87 DEG EAST ABOUT 14.4 MILES FROM
 DQ0710'THE COURTHOUSE AT BROWNFIELD, TEXAS, ON THE NORTH RIGHT-OF-WAY OF
 DQ0710'U.S. HIGHWAY 380 1 MILE EAST OF A COTTON GIN.  THE STATION IS ON A
 DQ0710'RIDGE OF BLOW DIRT 114 FEET NORTH OF THE HIGHWAY, 41 FEET EAST OF
 DQ0710'A NORTH-SOUTH POWERLINE AND ABOUT 10 FEET HIGHER THAN THE
 DQ0710'HIGHWAY.  THE STATION IS 5.5 FEET SOUTH OF A USGS WITNESS SIGN
 DQ0710'MOUNTED ON A METAL POST.
 DQ0710'
 DQ0710'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 380 IN
 DQ0710'BROWNFIELD, GO 14.7 MILES EAST OF U.S. HIGHWAY 380 TO THE STATION
 DQ0710'SITE ON THE LEFT.
 DQ0710'
 DQ0710'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DQ0710'DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG TILE, 6
 DQ0710'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 DQ0710'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED GIN ET 1968.
 DQ0710'
 DQ0710'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 145 FEET NORTH OF THE
 DQ0710'HIGHWAY AND 2 FEET WEST OF A NORTH-SOUTH FENCE.  A USGS BRONZE
 DQ0710'REFERENCE MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH
 DQ0710'OF 10 FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER,
 DQ0710'12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 DQ0710'GROUND AND IS STAMPED GIN ET 1968 - 1.
 DQ0710'
 DQ0710'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 74 FEET NORTH OF THE
 DQ0710'HIGHWAY AND 2 FEET WEST OF THE NORTH-SOUTH FENCE.  A USGS BRONZE
 DQ0710'REFERENCE MARK TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO A
 DQ0710'DEPTH OF 10 FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 DQ0710'DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH
 DQ0710'WITH THE GROUND AND IS STAMPED GIN ET 1968 - 2.
 DQ0710'
 DQ0710'THE DISTANCE BETWEEN REFERENCE MARKS IS 71.59 FEET (21.824 METERS).
 DQ0710'
 DQ0710'STATION OAK ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE
 DQ0710'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0880 ***********************************************************************
 DO0880  DESIGNATION -  GIN RESET
 DO0880  PID         -  DO0880
 DO0880  STATE/COUNTY-  TX/HASKELL
 DO0880  USGS QUAD   -  WEINERT (1967)
 DO0880
 DO0880                         *CURRENT SURVEY CONTROL
 DO0880  ___________________________________________________________________
 DO0880* NAD 83(1993)-  33 19 42.14035(N)    099 40 35.58462(W)     ADJUSTED  
 DO0880* NAVD 88     -       462.6    (meters)    1518.     (feet)  VERTCON   
 DO0880  ___________________________________________________________________
 DO0880  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 DO0880  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DO0880
 DO0880  HORZ ORDER  -  FIRST
 DO0880
 DO0880.The horizontal coordinates were established by classical geodetic methods
 DO0880.and adjusted by the National Geodetic Survey in February 1996..
 DO0880
 DO0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0880
 DO0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0880
 DO0880.The geoid height was determined by GEOID03.
 DO0880
 DO0880;                    North         East     Units Scale Factor Converg.
 DO0880;SPC TXNC     - 2,184,880.634   490,471.574   MT  0.99988424   -0 38 30.1
 DO0880;SPC TXNC     - 7,168,229.21  1,609,155.49   sFT  0.99988424   -0 38 30.1
 DO0880;UTM  14      - 3,687,895.551   437,033.966   MT  0.99964888   -0 22 18.2
 DO0880
 DO0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0880!SPC TXNC     -   0.99993189  x   0.99988424  =   0.99981614
 DO0880!UTM  14      -   0.99993189  x   0.99964888  =   0.99958080
 DO0880
 DO0880|---------------------------------------------------------------------|
 DO0880| PID    Reference Object                     Distance      Geod. Az  |
 DO0880|                                                           dddmmss.s |
 DO0880| CX7270 GIN RM 1                             23.407 METERS 01941     |
 DO0880| DO0879 WEINERT MUN TANK                    APPROX. 0.7 KM 1560417.5 |
 DO0880| AI0749 GIN RM 3                                           2040150.9 |
 DO0880| CX7271 GIN RM 2                             20.628 METERS 24718     |
 DO0880|---------------------------------------------------------------------|
 DO0880
 DO0880                          SUPERSEDED SURVEY CONTROL
 DO0880
 DO0880  NAD 83(1993)-  33 19 42.14260(N)    099 40 35.58474(W) AD(       ) 1
 DO0880  NAD 83(1986)-  33 19 42.14719(N)    099 40 35.57648(W) AD(       ) 1
 DO0880  NAD 27      -  33 19 41.79195(N)    099 40 34.25766(W) AD(       ) 1
 DO0880  NGVD 29 (07/19/86)  462.4    (m)         1517.     (f) VERT ANG       
 DO0880
 DO0880.Superseded values are not recommended for survey control.
 DO0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0880.See file dsdata.txt to determine how the superseded data were derived.
 DO0880
 DO0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3703487896(NAD 83)
 DO0880_MARKER: DH = HORIZONTAL CONTROL DISK
 DO0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0880_STAMPING: GIN 1974 1986
 DO0880_MARK LOGO: NGS   
 DO0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0880+STABILITY: SURFACE MOTION
 DO0880
 DO0880  HISTORY     - Date     Condition        Report By
 DO0880  HISTORY     - 1986     MONUMENTED       NGS
 DO0880
 DO0880                          STATION DESCRIPTION
 DO0880
 DO0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 DO0880'THE STATION SURFACE DISK WAS FOUND TO BE REMOVED FROM THE MONUMENT AND
 DO0880'WAS REPLACED AT THIS TIME.  ALL OF THE REMAINING MARKS WERE FOUND IN
 DO0880'GOOD CONDITION AS DESCRIBED IN 1974.  THE DISTANCES AND DIRECTIONS
 DO0880'CHECKED.  NO MEASUREMENT BETWEEN MARKS DUE TO A FENCE ON LINE.  THE
 DO0880'STATION IS 17.60 KM (10.95 MI) NORTHEAST OF HASKELL, 16.0 KM (9.95 MI)
 DO0880'SOUTHEAST OF KNOX CITY, IN THE NORTHWEST EDGE OF WEINERT AND ALONG THE
 DO0880'WEST RIGHT-OF-WAY OF THE NEW U.S HIGHWAY 277.  TO REACH FROM THE
 DO0880'WEINERT POST OFFICE, GO NORTH ON OLD U.S HIGHWAY 277 FOR 0.64 KM (0.40
 DO0880'MI) TO THE JUNCTION WITH FARM ROAD 617.  TURN LEFT AND GO WEST ON FM
 DO0880'617 FOR 0.40 KM, (0.25 MI) CROSSING NEW U.S HIGHWAY 277, TO THE MARK
 DO0880'ON THE RIGHT.  IT IS IN THE NORTHWEST ANGLE OF THE JUNCTION WITH FM
 DO0880'617 AND THE SOUTH BOUND LANE OF NEW U.S HIGHWAY 277.  STATION MARK
 DO0880'STAMPED---GIN 1974 1986---, IS A STANDARD DISK SET IN TOP OF A ROUND
 DO0880'CONCRETE MONUMENT ABOUT 15 CM BELOW THE GROUND.  IT IS 17.98 METERS
 DO0880'(58.99 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S HIGHWAY
 DO0880'277, 4.27 METERS (14.01 FT) EAST OF A WITNESS POST AND 4.57 METERS
 DO0880'(14.99 FT) EAST OF A FENCE.  REFERENCE MARK 1, STAMPED---GIN NO 1
 DO0880'1974---, IS A STANDARD DISK SET IN TOP OF A ROUND CONCRETE MONUMENT
 DO0880'PROJECTING 0.03 METER.  (0.10 FT) IT IS 22.86 METERS (75.00 FT) WEST
 DO0880'OF THE CENTER OF THE HIGHWAY AND 0.18 METER (0.59 FT) EAST OF THE
 DO0880'FENCE.  REFERENCE MARK 2, STAMPED---GIN NO 2 1974---, IS A STANDARD
 DO0880'DISK SET IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DO0880'IT IS 16.15 METERS (52.99 FT) NORTH OF THE CENTER OF FM 617, 15.85
 DO0880'METERS (52.00 FT) WEST OF THE FENCE CORNER WHERE FENCE TURNS TO THE
 DO0880'WEST AND 0.30 METER (0.98 FT) SOUTH OF THE FENCE.  REFERENCE MARK 3,
 DO0880'STAMPED---GIN NO 3 1974---, IS A STANDARD DISK SET IN TOP OF A
 DO0880'CONCRETE APRON SURROUNDING A STORM DRAIN.  IT IS 18.3 METERS (60.0 FT)
 DO0880'WEST OF THE CENTER OF THE NORTH BOUND LANE OF U.S 277, 18.3 METERS
 DO0880'(60.0 FT) EAST OF THE CENTER OF THE SOUTH BOUND LANE OF THE HIGHWAY
 DO0880'AND IN THE NORTHWEST CORNER OF THE APRON.  THIS MARK WAS USED AS AN
 DO0880'AZIMUTH MARK.  TO REACH THE REFERENCE MARK 3 FROM THE STATION, GO
 DO0880'SOUTH ON U.S HIGHWAY 277 FOR 0.40 KM (0.25 MI) TO THE MARK ON THE LEFT
 DO0880'IN THE CENTER OF THE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6635 ***********************************************************************
 AW6635  DESIGNATION -  GINTHER
 AW6635  PID         -  AW6635
 AW6635  STATE/COUNTY-  TX/HARRIS
 AW6635  USGS QUAD   -  HUMBLE (1995)
 AW6635
 AW6635                         *CURRENT SURVEY CONTROL
 AW6635  ___________________________________________________________________
 AW6635* NAD 83(1993)-  29 55 55.69420(N)    095 15 41.38829(W)     ADJUSTED  
 AW6635* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 AW6635  ___________________________________________________________________
 AW6635  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6635  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW6635
 AW6635  HORZ ORDER  -  FIRST
 AW6635
 AW6635.The horizontal coordinates were established by classical geodetic methods
 AW6635.and adjusted by the National Geodetic Survey in February 1996..
 AW6635
 AW6635.The orthometric height was scaled from a topographic map.
 AW6635
 AW6635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6635
 AW6635.The geoid height was determined by GEOID03.
 AW6635
 AW6635;                    North         East     Units Scale Factor Converg.
 AW6635;SPC TXSC     - 4,238,375.207   960,868.168   MT  0.99991741   +1 49 53.5
 AW6635;SPC TXSC     -13,905,402.66  3,152,448.31   sFT  0.99991741   +1 49 53.5
 AW6635;UTM  15      - 3,313,415.975   281,706.955   MT  1.00018796   -1 07 43.9
 AW6635
 AW6635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6635!SPC TXSC     -   1.00000117  x   0.99991741  =   0.99991858
 AW6635!UTM  15      -   1.00000117  x   1.00018796  =   1.00018913
 AW6635
 AW6635:                Primary Azimuth Mark                     Grid Az
 AW6635:SPC TXSC     -  HUMBLE KKQ 43 RAD MAST                   004 53 30.2
 AW6635:UTM  15      -  HUMBLE KKQ 43 RAD MAST                   007 51 07.6
 AW6635
 AW6635|---------------------------------------------------------------------|
 AW6635| PID    Reference Object                     Distance      Geod. Az  |
 AW6635|                                                           dddmmss.s |
 AW6635| AW6633 HUMBLE KKQ 43 RAD MAST              APPROX. 3.7 KM 0064323.7 |
 AW6635| CV7208 GINTHER RM 1                         31.189 METERS 02505     |
 AW6635| AW6286 HUMBLE KKO 970 RAD MAST             APPROX. 8.9 KM 0703345.7 |
 AW6635| CV7209 GINTHER RM 2                         30.042 METERS 30328     |
 AW6635| CV7207 GINTHER AZ MK                                      3182332.2 |
 AW6635| AW6632 HUMBLE MUNICIPAL TANK               APPROX. 7.1 KM 3561859.3 |
 AW6635|---------------------------------------------------------------------|
 AW6635
 AW6635                          SUPERSEDED SURVEY CONTROL
 AW6635
 AW6635  NAD 83(1986)-  29 55 55.70927(N)    095 15 41.36996(W) AD(       ) 1
 AW6635  NAD 27      -  29 55 54.90953(N)    095 15 40.60744(W) AD(       ) 1
 AW6635
 AW6635.Superseded values are not recommended for survey control.
 AW6635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6635.See file dsdata.txt to determine how the superseded data were derived.
 AW6635
 AW6635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8170713416(NAD 83)
 AW6635_MARKER: DS = TRIANGULATION STATION DISK
 AW6635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6635
 AW6635  HISTORY     - Date     Condition        Report By
 AW6635  HISTORY     - 1968     MONUMENTED       CGS
 AW6635
 AW6635                          STATION DESCRIPTION
 AW6635
 AW6635'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6635'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTHEAST OF THE CENTER
 AW6635'OF HOUSTON, 5-1/2 MILES SOUTHEAST OF THE HOUSTON INTERCONTINENTAL
 AW6635'AIRPORT, 4-3/4 MILES SOUTH OF HUMBLE AND ON PROPERTY OF MR. N.C.
 AW6635'GINTHER.
 AW6635'
 AW6635'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND NORTH
 AW6635'BELT DRIVE ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF HUMBLE, GO EAST ON
 AW6635'NORTH BELT DRIVE FOR 0.65 MILE TO A CROSSROAD.  (OLD HUMBLE ROAD).
 AW6635'CONTINUE EAST ON NORTH BELT DRIVE FOR 1.05 MILES TO THE END OF THE
 AW6635'4-LANE ROAD, A SIDE ROAD RIGHT AND SIGN WHICH READS EL DORADO
 AW6635'GOLF CLUB.  TURN RIGHT AND GO IN A SOUTHERLY DIRECTION ON A PAVED
 AW6635'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE IN A
 AW6635'SOUTHERLY DIRECTION ON THE PAVED ROAD FOR 0.4 MILE TO A
 AW6635'CROSSROAD.  TURN LEFT, CROSS A CATTLE GUARD, GO EAST ON A GRAVELED
 AW6635'ROAD FOR 0.15 MILE TO A FORK JUST BEFORE REACHING RANCH BUILDINGS
 AW6635'AND THE STATION ON THE RIGHT.
 AW6635'
 AW6635'THE STATION MARK IS A STANDARD DISK STAMPED GINTHER 1968, SET IN THE
 AW6635'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6635'GROUND.  IT IS 136 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 AW6635'BARN, 103 FEET SOUTHEAST OF THE CENTER OF THE ROAD FORK, 57 FEET
 AW6635'SOUTH OF THE CENTER OF A DIRT ROAD AND 32 FEET SOUTHWEST OF A
 AW6635'30-INCH LONE PINE TREE.
 AW6635'
 AW6635'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GINTHER NO 1 1968, SET
 AW6635'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6635'GROUND.  IT IS 86 FEET WEST OF THE WEST END OF AN EAST-WEST WIRE
 AW6635'FENCE, 83 FEET EAST OF THE CENTER OF THE ROAD FORK, 75 FEET NORTH
 AW6635'OF THE 30-INCH LONE PINE TREE AND 27 FEET SOUTH-SOUTHEAST OF THE
 AW6635'CENTER OF THE GRAVELED ROAD.
 AW6635'
 AW6635'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GINTHER NO 2 1968, SET
 AW6635'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6635'THE GROUND.  IT IS 58 FEET SOUTHWEST OF THE CENTER OF THE ROAD FORK
 AW6635'AND 38 FEET SOUTHEAST OF THE GRAVELED ROAD.
 AW6635'
 AW6635'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GINTHER 1968, SET IN THE
 AW6635'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6635'GROUND.  IT IS 42.7 FEET SOUTHWEST OF A METAL WITNESS POST AND A
 AW6635'NORTH-SOUTH WIRE FENCE AND 25 FEET NORTHEAST OF THE CENTER OF THE
 AW6635'PAVED ROAD.
 AW6635'
 AW6635'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0965 ***********************************************************************
 EN0965  DESIGNATION -  GIP
 EN0965  PID         -  EN0965
 EN0965  STATE/COUNTY-  TX/ARMSTRONG
 EN0965  USGS QUAD   -  PALODURO (1979)
 EN0965
 EN0965                         *CURRENT SURVEY CONTROL
 EN0965  ___________________________________________________________________
 EN0965* NAD 83(1993)-  34 50 52.49663(N)    101 14 59.32470(W)     ADJUSTED  
 EN0965* NAVD 88     -      1012.0    (meters)    3320.     (feet)  VERTCON   
 EN0965  ___________________________________________________________________
 EN0965  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 EN0965  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EN0965
 EN0965  HORZ ORDER  -  THIRD
 EN0965
 EN0965.The horizontal coordinates were established by classical geodetic methods
 EN0965.and adjusted by the National Geodetic Survey in February 1996..
 EN0965
 EN0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0965
 EN0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0965
 EN0965.The geoid height was determined by GEOID03.
 EN0965
 EN0965;                    North         East     Units Scale Factor Converg.
 EN0965;SPC TX N     - 1,094,094.799   222,880.405   MT  0.99996002   +0 08 42.0
 EN0965;SPC TX N     - 3,589,542.69    731,233.46   sFT  0.99996002   +0 08 42.0
 EN0965;UTM  14      - 3,858,486.016   294,303.271   MT  1.00012151   -1 17 09.6
 EN0965
 EN0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0965!SPC TX N     -   0.99984540  x   0.99996002  =   0.99980543
 EN0965!UTM  14      -   0.99984540  x   1.00012151  =   0.99996689
 EN0965
 EN0965                          SUPERSEDED SURVEY CONTROL
 EN0965
 EN0965  NAD 83(1993)-  34 50 52.50046(N)    101 14 59.32058(W) AD(       ) 3
 EN0965  NAD 83(1986)-  34 50 52.50274(N)    101 14 59.31707(W) AD(       ) 3
 EN0965  NGVD 29 (01/19/93) 1011.6    (m)         3319.     (f) VERT ANG       
 EN0965
 EN0965.Superseded values are not recommended for survey control.
 EN0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0965.See file dsdata.txt to determine how the superseded data were derived.
 EN0965
 EN0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9430358486(NAD 83)
 EN0965_MARKER: DD = SURVEY DISK
 EN0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0965+STABILITY: SURFACE MOTION
 EN0965
 EN0965  HISTORY     - Date     Condition        Report By
 EN0965  HISTORY     - 1954     MONUMENTED       USGS
 EN0965
 EN0965                          STATION DESCRIPTION
 EN0965
 EN0965'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0965'STATION IS LOCATED ABOUT 19.0 MI. AIRLINE SE. OF CLAUDE, TEXAS, AND
 EN0965'ABOUT 18.0 MI. AIRLINE NE. OF WAYSIDE, TEXAS, ON THE N. RIM OF PALO
 EN0965'DURO CANYON ON LAND OWNED BY J. A. RANCH.
 EN0965'
 EN0965'TO REACH FROM THE POST OFFICE IN CLAUDE, TEXAS, GO S. ON FARM ROAD 284
 EN0965'FOR 8.4 MI. TO JUNCTION OF FARM ROAD 1258, CONTINUE ON S. ON 284 FOR
 EN0965'11.0 MI. TO T-RD. S., TURN RIGHT (S.) AND FOLLOW GRADED DIRT RD. FOR
 EN0965'2.3 MI. TO WINDMILLS, TURN RIGHT (S.) AND FOLLOW DIM TRACK RD. ON E.
 EN0965'SIDE OF PIPE LINE FOR 1.9 MI. TO SECOND WATER TANK, TURN RIGHT (SW.)
 EN0965'AND GO ACROSS COUNTRY FOR 1.7 MI. TO WIRE GATE IN E-W. FENCE LINE
 EN0965'ABOUT 300 FT. E. OF CORRAL, PASS THROUGH GATE AND DRIVE DUE S. FOR
 EN0965'0.2 MI. TO STATION.
 EN0965'
 EN0965'STATION MARK--A STANDARD TABLET STAMPED---GIP 1954---, SET IN TOP
 EN0965'OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 EN0965'
 EN0965'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED---GIP
 EN0965'NO. 1 1954---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FT.
 EN0965'ABOVE GROUND, 51.94 FT. FROM STATION MARK BEARING N 33 08 E.
 EN0965'
 EN0965'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED---GIP
 EN0965'NO. 2 1954---, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT.
 EN0965'ABOVE GROUND, 54.06 FT. FROM STATION MARK BEARING S 64 55 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9231 ***********************************************************************
 AF9231  DESIGNATION -  GIRARD ET
 AF9231  PID         -  AF9231
 AF9231  STATE/COUNTY-  TX/DICKENS
 AF9231  USGS QUAD   -  SPUR (1967)
 AF9231
 AF9231                         *CURRENT SURVEY CONTROL
 AF9231  ___________________________________________________________________
 AF9231* NAD 83(1993)-  33 26 17.65599(N)    100 45 44.23886(W)     ADJUSTED  
 AF9231* NAVD 88     -       686.0    (meters)    2251.     (feet)  VERTCON   
 AF9231  ___________________________________________________________________
 AF9231  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AF9231  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AF9231
 AF9231  HORZ ORDER  -  THIRD
 AF9231
 AF9231.The horizontal coordinates were established by classical geodetic methods
 AF9231.and adjusted by the National Geodetic Survey in July 1998..
 AF9231
 AF9231.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9231
 AF9231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9231
 AF9231.The geoid height was determined by GEOID03.
 AF9231
 AF9231;                    North         East     Units Scale Factor Converg.
 AF9231;SPC TXNC     - 2,198,716.022   389,671.506   MT  0.99989531   -1 14 01.8
 AF9231;SPC TXNC     - 7,213,620.82  1,278,447.27   sFT  0.99989531   -1 14 01.8
 AF9231;UTM  14      - 3,701,260.244   336,182.789   MT  0.99993086   -0 58 16.7
 AF9231
 AF9231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9231!SPC TXNC     -   0.99989641  x   0.99989531  =   0.99979173
 AF9231!UTM  14      -   0.99989641  x   0.99993086  =   0.99982727
 AF9231
 AF9231                          SUPERSEDED SURVEY CONTROL
 AF9231
 AF9231  NGVD 29 (07/17/98)  685.8    (m)         2250.     (f) VERT ANG       
 AF9231
 AF9231.Superseded values are not recommended for survey control.
 AF9231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9231.See file dsdata.txt to determine how the superseded data were derived.
 AF9231
 AF9231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC3618301260(NAD 83)
 AF9231_MARKER: DS = TRIANGULATION STATION DISK
 AF9231
 AF9231  HISTORY     - Date     Condition        Report By
 AF9231  HISTORY     - 1958     MONUMENTED       USGS
 AF9231
 AF9231                          STATION DESCRIPTION
 AF9231
 AF9231'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9231'STATION IS 8 MI. NW. OF GIRARD, 6 MI. ESE. OF SPUR, 560 FT. N. OF
 AF9231'STATE HIGHWAY 70 ON TOP OF A HILL IN MESQUITE COVERED GRAZING LAND
 AF9231'OWNED BY MR. KING.
 AF9231'STATION WAS REACHED FROM SPUR BY DRIVING SE. ON STATE HIGHWAY 70 FROM
 AF9231'THE LIGHT ON THE HIGHWAY, 6.8 MI. TO A PRIVATE DRIVE N. TO A WHITE
 AF9231'HOUSE.  TURN N. AND FOLLOW AROUND THRU THE CATTLE LANE TO THE E.
 AF9231'BEFORE COMING TO THE HOUSE, THEN TO THE TOP OF THE HILL NEAR A FENCE
 AF9231'LINE TO THE STATION SITE.  A DISTANCE OF 0.4 MI.  STATION MARK IS
 AF9231'UNDER AN OLD RUSTY WHEEL AND 138 FT. SW. OF A FIELD CORNER, 16 FT. W.
 AF9231'OF A FENCE LINE AND 29 FT. FROM A PLOWED FIELD CORNER SE.
 AF9231'STATION MARK--A STANDARD TABLET IN TOP OF A CONCRETE POST SET FLUSH
 AF9231'WITH THE GROUND AND STAMPED---GIRARD-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0648 ***********************************************************************
 CC0648  DESIGNATION -  GIRVIN
 CC0648  PID         -  CC0648
 CC0648  STATE/COUNTY-  TX/PECOS
 CC0648  USGS QUAD   -  GIRVIN (1972)
 CC0648
 CC0648                         *CURRENT SURVEY CONTROL
 CC0648  ___________________________________________________________________
 CC0648* NAD 83(1993)-  31 04 43.80939(N)    102 24 57.83966(W)     ADJUSTED  
 CC0648* NAVD 88     -       712.205  (meters)    2336.63   (feet)  ADJUSTED  
 CC0648  ___________________________________________________________________
 CC0648  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CC0648  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CC0648  DYNAMIC HT  -         711.196 (meters)    2333.32  (feet)  COMP
 CC0648  MODELED GRAV-     979,200.2   (mgal)                       NAVD 88
 CC0648
 CC0648  HORZ ORDER  -  FIRST
 CC0648  VERT ORDER  -  FIRST     CLASS II
 CC0648
 CC0648.The horizontal coordinates were established by classical geodetic methods
 CC0648.and adjusted by the National Geodetic Survey in February 1996..
 CC0648
 CC0648.The orthometric height was determined by differential leveling
 CC0648.and adjusted by the National Geodetic Survey in June 1991..
 CC0648
 CC0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0648
 CC0648.The geoid height was determined by GEOID03.
 CC0648
 CC0648.The dynamic height is computed by dividing the NAVD 88
 CC0648.geopotential number by the normal gravity value computed on the
 CC0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0648.degrees latitude (g = 980.6199 gals.).
 CC0648
 CC0648.The modeled gravity was interpolated from observed gravity values.
 CC0648
 CC0648;                    North         East     Units Scale Factor Converg.
 CC0648;SPC TX C     - 3,158,406.373   501,288.858   MT  0.99988265   -1 04 21.8
 CC0648;SPC TX C     -10,362,204.91  1,644,645.19   sFT  0.99988265   -1 04 21.8
 CC0648;UTM  13      - 3,441,209.679   746,514.092   MT  1.00034965   +1 20 04.4
 CC0648
 CC0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0648!SPC TX C     -   0.99989182  x   0.99988265  =   0.99977448
 CC0648!UTM  13      -   0.99989182  x   1.00034965  =   1.00024143
 CC0648
 CC0648|---------------------------------------------------------------------|
 CC0648| PID    Reference Object                     Distance      Geod. Az  |
 CC0648|                                                           dddmmss.s |
 CC0648| CC0652 GIRVIN RM 1                          35.329 METERS 01518     |
 CC0648| CH9433 GIRVIN AZ MK                                       0773943.3 |
 CC0648| CC0751 GIRVIN PECOS VAL PWRHSE STK E       APPROX. 4.8 KM 0815754.1 |
 CC0648| CC0750 GIRVIN PECOS VAL PWRHSE STK W       APPROX. 4.8 KM 0820848.0 |
 CC0648| CH9434 GIRVIN RM 2                          38.701 METERS 25702     |
 CC0648| CC0650 GIRVIN 2                             27.888 METERS 32942     |
 CC0648|---------------------------------------------------------------------|
 CC0648
 CC0648                          SUPERSEDED SURVEY CONTROL
 CC0648
 CC0648  NAD 83(1986)-  31 04 43.81477(N)    102 24 57.83158(W) AD(       ) 1
 CC0648  NAD 27      -  31 04 43.28200(N)    102 24 56.32400(W) AD(       ) 1
 CC0648  NGVD 29 (07/19/86)  712.     (m)         2336.     (f) VERT ANG       
 CC0648
 CC0648.Superseded values are not recommended for survey control.
 CC0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0648.See file dsdata.txt to determine how the superseded data were derived.
 CC0648
 CC0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ4651441210(NAD 83)
 CC0648_MARKER: DS = TRIANGULATION STATION DISK
 CC0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0648_SP_SET: CONCRETE POST
 CC0648_STAMPING: GIRVIN 1943
 CC0648_MARK LOGO: CGS   
 CC0648_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0648+STABILITY: SURFACE MOTION
 CC0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0648+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2003
 CC0648
 CC0648  HISTORY     - Date     Condition        Report By
 CC0648  HISTORY     - 1943     MONUMENTED       CGS
 CC0648  HISTORY     - 1946     GOOD             LOCENG
 CC0648  HISTORY     - 1968     SEE DESCRIPTION  CGS
 CC0648  HISTORY     - 1981     GOOD             NGS
 CC0648  HISTORY     - 1981     GOOD             NGS
 CC0648  HISTORY     - 20030902 GOOD             INDIV
 CC0648
 CC0648                          STATION DESCRIPTION
 CC0648
 CC0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0648'STATION IS LOCATED 21 MILES EAST-NORTHEAST OF FT. STOCKTON
 CC0648'BY AIRLINE, AND 14 MILES NORTH-NORTHWEST OF BAKERSFIELD
 CC0648'BY AIRLINE, AND 9 MILES WEST-SOUTHWEST OF MC CAMEY BY AIRLINE.
 CC0648'
 CC0648'TO REACH FROM THE POST OFFICE AT GIRVIN GO WEST ON THE
 CC0648'MAIN ROAD FOR 0.25 MILE TO A CATTLE GUARD.  CROSS GUARD AND
 CC0648'CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO ROAD FORKS.  TAKE
 CC0648'LEFT FORK FOR 0.5 MILE TO STATION ON THE LEFT SIDE OF ROAD.
 CC0648'
 CC0648'STATION IS LOCATED 48.5 FEET SOUTH OF THE MAIN TRAVELED
 CC0648'ROAD PARALLELING RAILROAD.  33.5 FEET NORTH OF THE RAILROAD
 CC0648'RIGHT-OF-WAY FENCE.  A STANDARD BRONZE DISK SET IN THE TOP
 CC0648'OF A SQUARE 12 INCH BLOCK OF CONCRETE, FLUSH WITH THE GROUND
 CC0648'STAMPED GIRVIN 1943.
 CC0648'
 CC0648'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 51
 CC0648'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD BRONZE
 CC0648'DISK SET IN THE TOP OF A SQUARE 12 INCH BLOCK OF CONCRETE,
 CC0648'3 INCHES ABOVE THE GROUND STAMPED GIRVIN NO 1 1943.
 CC0648'
 CC0648'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION--52
 CC0648'FEET SOUTH OF THE CENTER LINE OF THE ROAD.  3 FEET NORTH
 CC0648'OF THE RIGHT-OF-WAY FENCE.  A STANDARD BRONZE DISK SET IN
 CC0648'THE TOP OF A 12 INCH SQUARE BLOCK OF CONCRETE, PROJECTING
 CC0648'4 INCHES ABOVE THE GROUND STAMPED GIRVIN NO 2 1943.
 CC0648'
 CC0648'AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, AND IS ON
 CC0648'THE NORTHWEST FORK OF A ROAD INTERSECTION--175 YARDS WEST-NORTHWEST
 CC0648'OF THE INTERSECTION, AND IS 15 FEET SOUTH OF THE ROAD.  A
 CC0648'STANDARD DISC SET IN A DRILL HOLE IN THE CENTER OF A CULVERT
 CC0648'HEADWALL, STAMPED GIRVIN 1943.
 CC0648'
 CC0648'A 37 FOOT TOWER WAS USED OVER THE STATION.
 CC0648
 CC0648                          STATION RECOVERY (1946)
 CC0648
 CC0648'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (DDG)
 CC0648'STATION RECOVERED BY GEN GEOPHYSICAL CO
 CC0648'
 CC0648'DESCRIPTION ADEQUATE.  STATION RECOVERED IN GOOD CONDITION.
 CC0648
 CC0648                          STATION RECOVERY (1968)
 CC0648
 CC0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0648'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO
 CC0648'BE IN GOOD CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK HAVE
 CC0648'BEEN DESTROYED.  THE DISTANCE AND DIRECTION TO RM 1 COMPARED WITH
 CC0648'THE 1943 OBSERVATIONS.  DUE TO THE STATION BEING NEAR A POWER LINE
 CC0648'GIRVIN 2 AND REFERENCE MARK 3 WERE ESTABLISHED AT THIS TIME.
 CC0648'
 CC0648'THE STATION IS LOCATED ABOUT 31 MILES EAST-NORTHEAST OF
 CC0648'FT. STOCKTON, 14 MILES NORTH-NORTHWEST OF BAKERSFIELD, 11 MILES
 CC0648'WEST-SOUTHWEST OF MC CAMEY AND ON LAND OWNED BY MR. CARL EPLEY AND
 CC0648'LEASED BY MR. E.C. CLATON.
 CC0648'
 CC0648'THE STATION MARK IS A STANDARD DISK STAMPED GIRVIN 1943 SET IN THE
 CC0648'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 CC0648'ABOVE THE GROUND SURFACE.  IT IS 82 FEET WEST OF A POWER LINE POLE,
 CC0648'48 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 33 FEET NORTH OF
 CC0648'A FENCE LINE AND 4 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 CC0648'ATTACHED.
 CC0648'
 CC0648'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND FARM
 CC0648'ROAD 11 JUST WEST OF THE POST OFFICE IN GIRVIN, GO NORTH ON FARM
 CC0648'ROAD 11 FOR 1.15 MILES TO A RAILROAD CROSSING.  CONTINUE AHEAD
 CC0648'NORTHERLY FOR 0.9 MILE TO A SIDE ROAD LEFT AND CATTLE GUARD.  TURN
 CC0648'LEFT CROSSING CATTLE GUARD AND GO WEST ON THE TRACK ROAD FOR 0.5
 CC0648'MILE TO THE TOP OF THE SMALL RIDGE AND STATION GIRVIN 2 ON THE
 CC0648'RIGHT AND STATION GIRVIN IN THE VICINITY OF GIRVIN 2.
 CC0648'
 CC0648'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CC0648'11 MILES WEST-SOUTHWEST OF MC CAMEY.
 CC0648
 CC0648                          STATION RECOVERY (1981)
 CC0648
 CC0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CC0648'THE STATION AND REFERENCE MARK NO 1 WERE RECOVERED IN GOOD CONDITION
 CC0648'AS DESCRIBED IN 1951.  THE AZIMUTH MARK WAS NOT RECOVERED.
 CC0648
 CC0648                          STATION RECOVERY (1981)
 CC0648
 CC0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0648'4.0 KM (2.5 MI) NW FROM GIRVIN.
 CC0648'3.2 KM (2.0 MI) NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS JUNCTION
 CC0648'WITH U.S. HIGHWAYS 67 AND 385 IN GIRVIN, THENCE 0.8 KM (0.5 MI) WEST
 CC0648'ALONG A GRAVELED ROAD, 0.3 KM (0.2 MI) WEST OF A METAL BUILDING AND A
 CC0648'SMALL RADIO TOWER, 35.3 METERS (115.8 FT) SOUTH-SOUTHWEST OF REFERENCE
 CC0648'MARK 1, 25.2 METERS (82.7 FT) WEST OF A UTILITY POLE WITH A GUY WIRE,
 CC0648'14.2 METERS (46.5 FT) SOUTH OF THE CENTER OF THE ROAD AND 10.3 METERS
 CC0648'(33.8 FT) NORTH-NORTHWEST OF A FENCE.
 CC0648'THE MARK IS 1.4 METERS  N FROM A WITNESS POST.
 CC0648'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CC0648
 CC0648                          STATION RECOVERY (2003)
 CC0648
 CC0648'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0650 ***********************************************************************
 CC0650  DESIGNATION -  GIRVIN 2
 CC0650  PID         -  CC0650
 CC0650  STATE/COUNTY-  TX/PECOS
 CC0650  USGS QUAD   -  GIRVIN (1972)
 CC0650
 CC0650                         *CURRENT SURVEY CONTROL
 CC0650  ___________________________________________________________________
 CC0650* NAD 83(1993)-  31 04 44.59121(N)    102 24 58.37048(W)     ADJUSTED  
 CC0650* NAVD 88     -       711.928  (meters)    2335.72   (feet)  ADJUSTED  
 CC0650  ___________________________________________________________________
 CC0650  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CC0650  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CC0650  DYNAMIC HT  -         710.919 (meters)    2332.41  (feet)  COMP
 CC0650  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 CC0650
 CC0650  HORZ ORDER  -  FIRST
 CC0650  VERT ORDER  -  FIRST     CLASS II
 CC0650
 CC0650.The horizontal coordinates were established by classical geodetic methods
 CC0650.and adjusted by the National Geodetic Survey in February 1996..
 CC0650
 CC0650.The orthometric height was determined by differential leveling
 CC0650.and adjusted by the National Geodetic Survey in June 1991..
 CC0650
 CC0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0650
 CC0650.The geoid height was determined by GEOID03.
 CC0650
 CC0650.The dynamic height is computed by dividing the NAVD 88
 CC0650.geopotential number by the normal gravity value computed on the
 CC0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0650.degrees latitude (g = 980.6199 gals.).
 CC0650
 CC0650.The modeled gravity was interpolated from observed gravity values.
 CC0650
 CC0650;                    North         East     Units Scale Factor Converg.
 CC0650;SPC TX C     - 3,158,430.707   501,275.242   MT  0.99988266   -1 04 22.1
 CC0650;SPC TX C     -10,362,284.74  1,644,600.52   sFT  0.99988266   -1 04 22.1
 CC0650;UTM  13      - 3,441,233.431   746,499.459   MT  1.00034956   +1 20 04.1
 CC0650
 CC0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0650!SPC TX C     -   0.99989186  x   0.99988266  =   0.99977454
 CC0650!UTM  13      -   0.99989186  x   1.00034956  =   1.00024139
 CC0650
 CC0650|---------------------------------------------------------------------|
 CC0650| PID    Reference Object                     Distance      Geod. Az  |
 CC0650|                                                           dddmmss.s |
 CC0650| CC0651 GIRVIN 2 RM A                        27.062 METERS 03613     |
 CC0650| CC0652 GIRVIN RM 1                          25.432 METERS 06652     |
 CC0650| CC0751 GIRVIN PECOS VAL PWRHSE STK E       APPROX. 4.8 KM 0821617.7 |
 CC0650| CC0750 GIRVIN PECOS VAL PWRHSE STK W       APPROX. 4.8 KM 0822714.3 |
 CC0650| CC0648 GIRVIN                               27.888 METERS 14942     |
 CC0650| CC0649 GIRVIN 2 RM 3                        24.853 METERS 16721     |
 CC0650| CC0151 D 467                                              2690713.6 |
 CC0650|---------------------------------------------------------------------|
 CC0650
 CC0650                          SUPERSEDED SURVEY CONTROL
 CC0650
 CC0650  NAD 83(1986)-  31 04 44.59643(N)    102 24 58.36229(W) AD(       ) 1
 CC0650  NAD 27      -  31 04 44.06383(N)    102 24 56.85475(W) AD(       ) 1
 CC0650  NGVD 29 (07/19/86)  711.72   (m)         2335.0    (f) LEVELING    3  
 CC0650
 CC0650.Superseded values are not recommended for survey control.
 CC0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0650.See file dsdata.txt to determine how the superseded data were derived.
 CC0650
 CC0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ4649941233(NAD 83)
 CC0650_MARKER: DS = TRIANGULATION STATION DISK
 CC0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0650_SP_SET: CONCRETE POST
 CC0650_STAMPING: GIRVIN 2 1968
 CC0650_MARK LOGO: CGS   
 CC0650_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0650+STABILITY: SURFACE MOTION
 CC0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0650+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2003
 CC0650
 CC0650  HISTORY     - Date     Condition        Report By
 CC0650  HISTORY     - 1968     MONUMENTED       CGS
 CC0650  HISTORY     - 1981     GOOD             NGS
 CC0650  HISTORY     - 1981     GOOD             NGS
 CC0650  HISTORY     - 20030902 GOOD             INDIV
 CC0650
 CC0650                          STATION DESCRIPTION
 CC0650
 CC0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0650'THE STATION IS LOCATED ABOUT 31 MILES EAST-NORTHEAST OF
 CC0650'FT. STOCKTON, 14 MILES NORTH-NORTHWEST OF BAKERSFIELD, 11 MILES
 CC0650'WEST-SOUTHWEST OF MC CAMEY, ON LAND OWNED BY MR. CARL EPLEY AND
 CC0650'LEASED BY MR. E. C. CLATON.
 CC0650'
 CC0650'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND FARM
 CC0650'ROAD 11 JUST WEST OF THE POST OFFICE IN GIRVIN, GO NORTH ON FARM
 CC0650'ROAD 11 FOR 1.15 MILES TO A RAILROAD CROSSING.  CONTINUE AHEAD
 CC0650'NORTHERLY FOR 0.9 MILE TO A SIDE ROAD LEFT AND CATTLE GUARD.  TURN
 CC0650'LEFT CROSSING CATTLE GUARD AND GO WEST ON THE TRACK ROAD FOR 0.5
 CC0650'MILE TO THE TOP OF THE SMALL RIDGE AND THE STATION ON THE
 CC0650'RIGHT.  CONTINUE AHEAD ON THE TRACK ROAD FOR 1.1 MILES TO THE
 CC0650'BENCH MARK IN THE RIGHT-OF-WAY FENCE, THE AZIMUTH MARK, ON THE
 CC0650'LEFT.
 CC0650'
 CC0650'THE STATION MARK IS A STANDARD DISK STAMPED GIRVIN 2 1968, SET IN
 CC0650'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 CC0650'AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 150 FEET
 CC0650'NORTHWEST OF A POWER POLE, 123 FEET NORTH OF A FENCE LINE, 38 FEET
 CC0650'NORTH OF A TRACK ROAD AND 2 FEET NORTHEAST OF A METAL WITNESS
 CC0650'POST WITH SIGN ATTACHED.
 CC0650'
 CC0650'THE STATION MARK IS A STANDARD DISK STAMPED GIRVIN 1943 SET IN THE
 CC0650'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 CC0650'ABOVE THE GROUND SURFACE.  IT IS 82 FEET WEST OF A POWER LINE POLE,
 CC0650'48 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 33 FEET NORTH OF
 CC0650'A FENCE LINE AND 4 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 CC0650'ATTACHED.
 CC0650'
 CC0650'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GIRVIN NO 1 1943,
 CC0650'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CC0650'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 122 FEET WEST OF A POWER
 CC0650'LINE POLE, 85 FEET EAST-NORTHEAST OF A METAL WITNESS POST WITH
 CC0650'SIGN ATTACHED, 52 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND
 CC0650'48 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 CC0650'ATTACHED.
 CC0650'
 CC0650'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GIRVIN 2 NO 3 1968,
 CC0650'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES
 CC0650'IN DIAMETER AND PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS
 CC0650'111 FEET WEST OF A POWER LINE POLE, 42 FEET SOUTH OF THE CENTER OF
 CC0650'THE TRACK ROAD, 32 FEET NORTH OF A FENCE LINE AND 28 FEET WEST OF
 CC0650'THE METAL WITNESS POST WITH SIGN ATTACHED.
 CC0650'
 CC0650'BENCH MARK D 467, USED AS AN AZIMUTH MARK IS A STANDARD BENCH MARK
 CC0650'DISK STAMPED D 467 1935, SET IN THE TOP OF A 10-INCH SQUARE
 CC0650'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND
 CC0650'SURFACE.  IT IS 84 FEET SOUTH OF A POWER LINE POLE, 48.5 FEET
 CC0650'NORTH OF THE NORTH RAIL OF THE RAILROAD, 6 FEET NORTH OF A
 CC0650'TELEPHONE LINE POLE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST
 CC0650'WITH SIGN ATTACHED.
 CC0650
 CC0650                          STATION RECOVERY (1981)
 CC0650
 CC0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CC0650'THE STATION AND REFERENCE MARK NO 2 WERE RECOVERED IN GOOD CONDITION
 CC0650'AS DESCRIBED IN 1968.
 CC0650
 CC0650                          STATION RECOVERY (1981)
 CC0650
 CC0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0650'4.0 KM (2.5 MI) NW FROM GIRVIN.
 CC0650'3.2 KM (2.0 MI) NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS JUNCTION
 CC0650'WITH U.S. HIGHWAYS 67 AND 385 IN GIRVIN, THENCE 0.8 KM (0.5 MI) WEST
 CC0650'ALONG A GRAVELED ROAD, 0.3 KM (0.2 MI) WEST OF A METAL BUILDING AND A
 CC0650'SMALL RADIO TOWER, 48.8 METERS (160.1 FT) NORTHWEST OF A UTILITY POLE
 CC0650'WITH A GUY WIRE, 31.4 METERS (103.0 FT) NORTH-NORTHWEST OF A FENCE,
 CC0650'24.8 METERS (81.4 FT) NORTH-NORTHWEST OF REFERENCE MARK 3 AND 12.6
 CC0650'METERS (41.3 FT) NORTH OF THE CENTER OF THE ROAD.
 CC0650'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CC0650'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CC0650
 CC0650                          STATION RECOVERY (2003)
 CC0650
 CC0650'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0649 ***********************************************************************
 CC0649  DESIGNATION -  GIRVIN 2 RM 3
 CC0649  PID         -  CC0649
 CC0649  STATE/COUNTY-  TX/PECOS
 CC0649  USGS QUAD   -  GIRVIN (1972)
 CC0649
 CC0649                         *CURRENT SURVEY CONTROL
 CC0649  ___________________________________________________________________
 CC0649* NAD 83(1986)-  31 04 44.     (N)    102 24 59.     (W)     SCALED    
 CC0649* NAVD 88     -       712.192  (meters)    2336.58   (feet)  ADJUSTED  
 CC0649  ___________________________________________________________________
 CC0649  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CC0649  DYNAMIC HT  -         711.183 (meters)    2333.27  (feet)  COMP
 CC0649  MODELED GRAV-     979,200.2   (mgal)                       NAVD 88
 CC0649
 CC0649  VERT ORDER  -  FIRST     CLASS II
 CC0649
 CC0649.The horizontal coordinates were scaled from a topographic map and have
 CC0649.an estimated accuracy of +/- 6 seconds.
 CC0649
 CC0649.The orthometric height was determined by differential leveling
 CC0649.and adjusted by the National Geodetic Survey in June 1991..
 CC0649
 CC0649.The geoid height was determined by GEOID03.
 CC0649
 CC0649.The dynamic height is computed by dividing the NAVD 88
 CC0649.geopotential number by the normal gravity value computed on the
 CC0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0649.degrees latitude (g = 980.6199 gals.).
 CC0649
 CC0649.The modeled gravity was interpolated from observed gravity values.
 CC0649
 CC0649;                    North         East    Units  Estimated Accuracy
 CC0649;SPC TX C     - 3,158,410.      501,260.      MT  (+/- 180 meters Scaled)
 CC0649
 CC0649                          SUPERSEDED SURVEY CONTROL
 CC0649
 CC0649.No superseded survey control is available for this station.
 CC0649
 CC0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ464412(NAD 83)
 CC0649_MARKER: DR = REFERENCE MARK DISK
 CC0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0649_SP_SET: CONCRETE POST
 CC0649_STAMPING: GIRVIN 2 NO 3 1968
 CC0649_MARK LOGO: CGS   
 CC0649_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0649+STABILITY: SURFACE MOTION
 CC0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0649+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2003
 CC0649
 CC0649  HISTORY     - Date     Condition        Report By
 CC0649  HISTORY     - 1968     MONUMENTED       CGS
 CC0649  HISTORY     - 1981     GOOD             NGS
 CC0649  HISTORY     - 20030902 GOOD             INDIV
 CC0649
 CC0649                          STATION DESCRIPTION
 CC0649
 CC0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0649'4.0 KM (2.5 MI) NW FROM GIRVIN.
 CC0649'3.2 KM (2.0 MI) NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS JUNCTION
 CC0649'WITH U.S. HIGHWAYS 67 AND 385 IN GIRVIN, THENCE 0.8 KM (0.5 MI) WEST
 CC0649'ALONG A GRAVELED ROAD, 0.3 KM (0.2 MI) WEST OF A METAL BUILDING AND A
 CC0649'SMALL RADIO TOWER, 33.8 METERS (110.9 FT) WEST OF A UTILITY POLE WITH
 CC0649'A GUY WIRE, 12.7 METERS (41.7 FT) SOUTH OF THE CENTER OF THE ROAD, 9.9
 CC0649'METERS (32.5 FT) NORTH-NORTHWEST OF A FENCE AND 8.6 METERS (28.2 FT)
 CC0649'WEST OF TRIANGULATION STATION GIRVIN.
 CC0649'THE MARK IS 8.4 METERS  WNW FROM A WITNESS POST.
 CC0649'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CC0649
 CC0649                          STATION RECOVERY (2003)
 CC0649
 CC0649'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0651 ***********************************************************************
 CC0651  DESIGNATION -  GIRVIN 2 RM A
 CC0651  PID         -  CC0651
 CC0651  STATE/COUNTY-  TX/PECOS
 CC0651  USGS QUAD   -  GIRVIN (1972)
 CC0651
 CC0651                         *CURRENT SURVEY CONTROL
 CC0651  ___________________________________________________________________
 CC0651* NAD 83(1993)-  31 04 45.30014(N)    102 24 57.76726(W)     ADJUSTED  
 CC0651* NAVD 88     -       711.597  (meters)    2334.63   (feet)  ADJUSTED  
 CC0651  ___________________________________________________________________
 CC0651  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CC0651  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CC0651  DYNAMIC HT  -         710.589 (meters)    2331.32  (feet)  COMP
 CC0651  MODELED GRAV-     979,200.2   (mgal)                       NAVD 88
 CC0651
 CC0651  HORZ ORDER  -  FIRST
 CC0651  VERT ORDER  -  FIRST     CLASS II
 CC0651
 CC0651.The horizontal coordinates were established by classical geodetic methods
 CC0651.and adjusted by the National Geodetic Survey in February 1996..
 CC0651
 CC0651.The orthometric height was determined by differential leveling
 CC0651.and adjusted by the National Geodetic Survey in June 1991..
 CC0651
 CC0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0651
 CC0651.The geoid height was determined by GEOID03.
 CC0651
 CC0651.The dynamic height is computed by dividing the NAVD 88
 CC0651.geopotential number by the normal gravity value computed on the
 CC0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0651.degrees latitude (g = 980.6199 gals.).
 CC0651
 CC0651.The modeled gravity was interpolated from observed gravity values.
 CC0651
 CC0651;                    North         East     Units Scale Factor Converg.
 CC0651;SPC TX C     - 3,158,452.235   501,291.636   MT  0.99988266   -1 04 21.8
 CC0651;SPC TX C     -10,362,355.37  1,644,654.31   sFT  0.99988266   -1 04 21.8
 CC0651;UTM  13      - 3,441,255.639   746,514.942   MT  1.00034966   +1 20 04.5
 CC0651
 CC0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0651!SPC TX C     -   0.99989192  x   0.99988266  =   0.99977459
 CC0651!UTM  13      -   0.99989192  x   1.00034966  =   1.00024154
 CC0651
 CC0651:                Primary Azimuth Mark                     Grid Az
 CC0651:SPC TX C     -  GIRVIN PECOS VAL PWRHSE STK E            083 34 36.4
 CC0651:UTM  13      -  GIRVIN PECOS VAL PWRHSE STK E            081 10 10.1
 CC0651
 CC0651|---------------------------------------------------------------------|
 CC0651| PID    Reference Object                     Distance      Geod. Az  |
 CC0651|                                                           dddmmss.s |
 CC0651| CC0751 GIRVIN PECOS VAL PWRHSE STK E       APPROX. 4.8 KM 0823014.6 |
 CC0651| CC0750 GIRVIN PECOS VAL PWRHSE STK W       APPROX. 4.8 KM 0824117.0 |
 CC0651| BP0830 BIG                                 APPROX.14.1 KM 1640914.0 |
 CC0651| CC0650 GIRVIN 2                             27.062 METERS 21613     |
 CC0651|---------------------------------------------------------------------|
 CC0651
 CC0651                          SUPERSEDED SURVEY CONTROL
 CC0651
 CC0651  NAD 83(1986)-  31 04 45.30523(N)    102 24 57.75919(W) AD(       ) 1
 CC0651  NAD 27      -  31 04 44.77277(N)    102 24 56.25154(W) AD(       ) 1
 CC0651  NGVD 29 (07/19/86)  711.39   (m)         2334.0    (f) LEVELING    3  
 CC0651
 CC0651.Superseded values are not recommended for survey control.
 CC0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0651.See file dsdata.txt to determine how the superseded data were derived.
 CC0651
 CC0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ4651541256(NAD 83)
 CC0651_MARKER: DR = REFERENCE MARK DISK
 CC0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0651_SP_SET: CONCRETE POST
 CC0651_STAMPING: GIRVIN 2 RMA 1968
 CC0651_MARK LOGO: CGS   
 CC0651_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0651+STABILITY: SURFACE MOTION
 CC0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0651+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2003
 CC0651
 CC0651  HISTORY     - Date     Condition        Report By
 CC0651  HISTORY     - 1968     MONUMENTED       CGS
 CC0651  HISTORY     - 1981     GOOD             NGS
 CC0651  HISTORY     - 1981     GOOD             NGS
 CC0651  HISTORY     - 20030902 GOOD             INDIV
 CC0651
 CC0651                          STATION DESCRIPTION
 CC0651
 CC0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0651'THE STATION IS LOCATED ABOUT 31 MILES EAST-NORTHEAST OF
 CC0651'FT. STOCKTON, 14 MILES NORTH-NORTHWEST OF BAKERSFIELD, 11 MILES
 CC0651'WEST-SOUTHWEST OF MC CAMEY AND LAND OWNED BY MR. CARL EPLEY AND
 CC0651'LEASED BY MR. E.C. CLATON.
 CC0651'
 CC0651'THE STATION MARK IS A STANDARD DISK STAMPED GIRVIN 2 RM A 1968, SET
 CC0651'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 CC0651'ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT IS 97 FEET NORTH OF
 CC0651'CENTER OF GRAVEL ROAD, 91 FEET NORTHEAST OF A METAL WITNESS POST
 CC0651'WITH SIGN ATTACHED, AND 7 FEET SOUTHWEST OF A METAL WITNESS POST
 CC0651'WITH SIGN ATTACHED.
 CC0651'
 CC0651'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GIRVIN 2
 CC0651'1968.
 CC0651'
 CC0651'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND FARM
 CC0651'ROAD 11 JUST WEST OF THE POST OFFICE IN GIRVIN, GO NORTH ON FARM
 CC0651'ROAD 11 FOR 1.15 MILES TO A RAILROAD CROSSING.  CONTINUE AHEAD
 CC0651'NORTHERLY FOR 0.9 MILE TO A SIDE ROAD LEFT AND CATTLE GUARD.  TURN
 CC0651'LEFT CROSSING CATTLE GUARD AND GO WEST ON THE TRACK ROAD FOR 0.5
 CC0651'MILE TO THE TOP OF THE SMALL RIDGE AND STATION GIRVIN 2 ON THE
 CC0651'RIGHT AND STATION GIRVIN 2 RM A IN THE VICINITY OF GIRVIN 2.
 CC0651
 CC0651                          STATION RECOVERY (1981)
 CC0651
 CC0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CC0651'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1968.
 CC0651
 CC0651                          STATION RECOVERY (1981)
 CC0651
 CC0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0651'4.0 KM (2.5 MI) NW FROM GIRVIN.
 CC0651'3.2 KM (2.0 MI) NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS JUNCTION
 CC0651'WITH U.S. HIGHWAYS 67 AND 385 IN GIRVIN, THENCE 0.8 KM (0.5 MI) WEST
 CC0651'ALONG A GRAVELED ROAD, 0.3 KM (0.2 MI) WEST OF A METAL BUILDING AND A
 CC0651'SMALL RADIO TOWER, 56.4 METERS (185.0 FT) NORTH-NORTHWEST OF A FENCE,
 CC0651'51.8 METERS (169.9 FT) NORTHWEST OF A UTILITY POLE WITH A GUY WIRE,
 CC0651'29.7 METERS (97.4 FT) NORTH OF THE CENTER OF THE ROAD, 27.1 METERS
 CC0651'(88.9 FT) NORTHEAST OF TRIANGULATION STATION GIRVIN 2 AND 14.0 METERS
 CC0651'(45.9 FT) NORTHWEST OF REFERENCE MARK 1.
 CC0651'THE MARK IS 2.2 METERS  SW FROM A WITNESS POST.
 CC0651'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CC0651
 CC0651                          STATION RECOVERY (2003)
 CC0651
 CC0651'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0750 ***********************************************************************
 CC0750  DESIGNATION -  GIRVIN PECOS VAL PWRHSE STK W
 CC0750  PID         -  CC0750
 CC0750  STATE/COUNTY-  TX/CROCKETT
 CC0750  USGS QUAD   -  GIRVIN SE (1972)
 CC0750
 CC0750                         *CURRENT SURVEY CONTROL
 CC0750  ___________________________________________________________________
 CC0750* NAD 83(1993)-  31 05 05.04236(N)    102 21 58.68282(W)     ADJUSTED  
 CC0750* NAVD 88     -                                                        
 CC0750  ___________________________________________________________________
 CC0750  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CC0750  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CC0750
 CC0750  HORZ ORDER  -  THIRD
 CC0750
 CC0750.The horizontal coordinates were established by classical geodetic methods
 CC0750.and adjusted by the National Geodetic Survey in February 1996..
 CC0750
 CC0750
 CC0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0750
 CC0750.The geoid height was determined by GEOID03.
 CC0750
 CC0750;                    North         East     Units Scale Factor Converg.
 CC0750;SPC TX C     - 3,158,972.273   506,048.367   MT  0.99988280   -1 02 49.6
 CC0750;SPC TX C     -10,364,061.53  1,660,260.35   sFT  0.99988280   -1 02 49.6
 CC0750;UTM  13      - 3,441,975.374   751,247.908   MT  1.00037872   +1 21 37.8
 CC0750
 CC0750                          SUPERSEDED SURVEY CONTROL
 CC0750
 CC0750  NAD 83(1986)-  31 05 05.04842(N)    102 21 58.67409(W) AD(       ) 4
 CC0750  NAD 27      -  31 05 04.50400(N)    102 21 57.23300(W) AD(       ) 3
 CC0750
 CC0750.Superseded values are not recommended for survey control.
 CC0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0750.See file dsdata.txt to determine how the superseded data were derived.
 CC0750
 CC0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ5124841975(NAD 83)
 CC0750_MARKER: 63 = STACK
 CC0750
 CC0750  HISTORY     - Date     Condition        Report By
 CC0750  HISTORY     - 1943     FIRST OBSERVED   CGS
 CC0750  HISTORY     - 1968     GOOD             CGS
 CC0750  HISTORY     - 20030902 MARK NOT FOUND   INDIV
 CC0750
 CC0750                          STATION DESCRIPTION
 CC0750
 CC0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0750'THIS IS THE LARGER AND MOST WESTERLY OF TWO BLACK METAL STACKS
 CC0750'AT THE PECOS VALLEY POWER HOUSE, BY AIRLINE DISTANCES ABOUT 9
 CC0750'MILES WEST-SOUTHWEST OF MC CAMEY, 2 MILES EAST OF THE GIRVIN POST
 CC0750'OFFICE, AND 18 MILES NORTH-NORTHWEST OF BAKERSFIELD.
 CC0750'
 CC0750'THIS STACK IS 80 FEET HIGH WITH A BASE DIAMETER OF 10 FEET, 100
 CC0750'FEET WEST OF THE SMALLER STACK, 42 FEET EAST OF THE WEST END OF
 CC0750'THE BUILDING, AND 12 FEET SOUTH OF THE NORTH SIDE OF THE BUILDING.
 CC0750
 CC0750                          STATION RECOVERY (1968)
 CC0750
 CC0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0750'RECOVERED AS DESCRIBED IN 1943.
 CC0750
 CC0750                          STATION RECOVERY (2003)
 CC0750
 CC0750'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0750'NOT THERE ANY MORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0751 ***********************************************************************
 CC0751  DESIGNATION -  GIRVIN PECOS VAL PWRHSE STK E
 CC0751  PID         -  CC0751
 CC0751  STATE/COUNTY-  TX/CROCKETT
 CC0751  USGS QUAD   -  GIRVIN SE (1972)
 CC0751
 CC0751                         *CURRENT SURVEY CONTROL
 CC0751  ___________________________________________________________________
 CC0751* NAD 83(1993)-  31 05 05.61409(N)    102 21 58.07640(W)     ADJUSTED  
 CC0751* NAVD 88     -                                                        
 CC0751  ___________________________________________________________________
 CC0751  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CC0751  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CC0751
 CC0751  HORZ ORDER  -  THIRD
 CC0751
 CC0751.The horizontal coordinates were established by classical geodetic methods
 CC0751.and adjusted by the National Geodetic Survey in February 1996..
 CC0751
 CC0751
 CC0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0751
 CC0751.The geoid height was determined by GEOID03.
 CC0751
 CC0751;                    North         East     Units Scale Factor Converg.
 CC0751;SPC TX C     - 3,158,989.582   506,064.757   MT  0.99988280   -1 02 49.2
 CC0751;SPC TX C     -10,364,118.32  1,660,314.12   sFT  0.99988280   -1 02 49.2
 CC0751;UTM  13      - 3,441,993.365   751,263.564   MT  1.00037882   +1 21 38.2
 CC0751
 CC0751                          SUPERSEDED SURVEY CONTROL
 CC0751
 CC0751  NAD 83(1986)-  31 05 05.62007(N)    102 21 58.06835(W) AD(       ) 4
 CC0751  NAD 27      -  31 05 05.08300(N)    102 21 56.56600(W) AD(       ) 3
 CC0751
 CC0751.Superseded values are not recommended for survey control.
 CC0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0751.See file dsdata.txt to determine how the superseded data were derived.
 CC0751
 CC0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ5126441993(NAD 83)
 CC0751_MARKER: 63 = STACK
 CC0751
 CC0751  HISTORY     - Date     Condition        Report By
 CC0751  HISTORY     - 1943     FIRST OBSERVED   CGS
 CC0751  HISTORY     - 1968     GOOD             CGS
 CC0751  HISTORY     - 20030902 MARK NOT FOUND   INDIV
 CC0751
 CC0751                          STATION DESCRIPTION
 CC0751
 CC0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0751'OBJECT INTERSECTED--THE SMALLER AND MOST EASTERLY OF TWO BLACK
 CC0751'METAL STACKS AT THE PECOS VALLEY POWER HOUSE, BY AIRLINE DISTANCES
 CC0751'ABOUT 9 MILES WEST-SOUTHWEST OF MC CAMEY, 2 MILES EAST OF GIRVIN
 CC0751'POST OFFCE, AND 18 MILES NORTH-NORTHWEST OF BAKERFIELD.
 CC0751'
 CC0751'THIS STACK IS 75 FEET HIGH, WITH A BASE DIAMETER OF 8 FEET.
 CC0751'IT IS 100 FEET EAST OF THE LARGER STACK, 11.5 FEET WEST OF THE
 CC0751'EAST END OF THE POWER HOUSE, AND 12 FEET SOUTH OF THE NORTH SIDE
 CC0751'OF THE HOUSE.
 CC0751
 CC0751                          STATION RECOVERY (1968)
 CC0751
 CC0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CC0751'RECOVERED AS DESCRIBED IN 1943.
 CC0751
 CC0751                          STATION RECOVERY (2003)
 CC0751
 CC0751'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0751'NOT THERE ANY MORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0652 ***********************************************************************
 CC0652  DESIGNATION -  GIRVIN RM 1
 CC0652  PID         -  CC0652
 CC0652  STATE/COUNTY-  TX/PECOS
 CC0652  USGS QUAD   -  GIRVIN (1972)
 CC0652
 CC0652                         *CURRENT SURVEY CONTROL
 CC0652  ___________________________________________________________________
 CC0652* NAD 83(1986)-  31 04 44.     (N)    102 24 58.     (W)     SCALED    
 CC0652* NAVD 88     -       711.779  (meters)    2335.23   (feet)  ADJUSTED  
 CC0652  ___________________________________________________________________
 CC0652  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CC0652  DYNAMIC HT  -         710.771 (meters)    2331.92  (feet)  COMP
 CC0652  MODELED GRAV-     979,200.2   (mgal)                       NAVD 88
 CC0652
 CC0652  VERT ORDER  -  FIRST     CLASS II
 CC0652
 CC0652.The horizontal coordinates were scaled from a topographic map and have
 CC0652.an estimated accuracy of +/- 6 seconds.
 CC0652
 CC0652.The orthometric height was determined by differential leveling
 CC0652.and adjusted by the National Geodetic Survey in June 1991..
 CC0652
 CC0652.The geoid height was determined by GEOID03.
 CC0652
 CC0652.The dynamic height is computed by dividing the NAVD 88
 CC0652.geopotential number by the normal gravity value computed on the
 CC0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0652.degrees latitude (g = 980.6199 gals.).
 CC0652
 CC0652.The modeled gravity was interpolated from observed gravity values.
 CC0652
 CC0652;                    North         East    Units  Estimated Accuracy
 CC0652;SPC TX C     - 3,158,410.      501,290.      MT  (+/- 180 meters Scaled)
 CC0652
 CC0652                          SUPERSEDED SURVEY CONTROL
 CC0652
 CC0652.No superseded survey control is available for this station.
 CC0652
 CC0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ465412(NAD 83)
 CC0652_MARKER: DR = REFERENCE MARK DISK
 CC0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0652_SP_SET: CONCRETE POST
 CC0652_STAMPING: GIRVIN NO 1 1943
 CC0652_MARK LOGO: CGS   
 CC0652_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0652+STABILITY: SURFACE MOTION
 CC0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0652+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2003
 CC0652
 CC0652  HISTORY     - Date     Condition        Report By
 CC0652  HISTORY     - 1943     MONUMENTED       CGS
 CC0652  HISTORY     - 1981     GOOD             NGS
 CC0652  HISTORY     - 20030902 GOOD             INDIV
 CC0652
 CC0652                          STATION DESCRIPTION
 CC0652
 CC0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0652'4.0 KM (2.5 MI) NW FROM GIRVIN.
 CC0652'3.2 KM (2.0 MI) NORTHWEST ALONG STATE HIGHWAY 11 FROM ITS JUNCTION
 CC0652'WITH U.S. HIGHWAYS 67 AND 385 IN GIRVIN, THENCE 0.8 KM (0.5 MI) WEST
 CC0652'ALONG A GRAVELED ROAD, 0.3 KM (0.2 MI) WEST OF A METAL BUILDING AND A
 CC0652'SMALL RADIO TOWER, 43.9 METERS (144.0 FT) NORTH-NORTHWEST OF A FENCE,
 CC0652'37.8 METERS (124.0 FT) NORTHWEST OF A UTILITY POLE WITH A GUY WIRE,
 CC0652'35.3 METERS (115.8 FT) NORTH-NORTHEAST OF TRIANGULATION STATION
 CC0652'GIRVIN, 16.3 METERS (53.5 FT) NORTH OF THE CENTER OF THE ROAD AND 14.0
 CC0652'METERS (45.9 FT) SOUTH-SOUTHEAST OF TRIANGULATION STATION GIRVIN 2
 CC0652'RMA.
 CC0652'THE MARK IS 14.8 METERS  SSE FROM A WITNESS POST.
 CC0652'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CC0652
 CC0652                          STATION RECOVERY (2003)
 CC0652
 CC0652'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0399 ***********************************************************************
 FM0399  DESIGNATION -  GIST
 FM0399  PID         -  FM0399
 FM0399  STATE/COUNTY-  TX/OLDHAM
 FM0399  USGS QUAD   -  LANDERGIN (1966)
 FM0399
 FM0399                         *CURRENT SURVEY CONTROL
 FM0399  ___________________________________________________________________
 FM0399* NAD 83(1993)-  35 16 26.74529(N)    102 35 39.96696(W)     ADJUSTED  
 FM0399* NAVD 88     -      1244.173  (meters)    4081.92   (feet)  ADJUSTED  
 FM0399  ___________________________________________________________________
 FM0399  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 FM0399  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 FM0399  DYNAMIC HT  -        1242.675 (meters)    4077.01  (feet)  COMP
 FM0399  MODELED GRAV-     979,386.9   (mgal)                       NAVD 88
 FM0399
 FM0399  HORZ ORDER  -  FIRST
 FM0399  VERT ORDER  -  SECOND    CLASS 0
 FM0399
 FM0399.The horizontal coordinates were established by classical geodetic methods
 FM0399.and adjusted by the National Geodetic Survey in February 1996..
 FM0399
 FM0399.The orthometric height was determined by differential leveling
 FM0399.and adjusted by the National Geodetic Survey in June 1991..
 FM0399
 FM0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0399
 FM0399.The geoid height was determined by GEOID03.
 FM0399
 FM0399.The dynamic height is computed by dividing the NAVD 88
 FM0399.geopotential number by the normal gravity value computed on the
 FM0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0399.degrees latitude (g = 980.6199 gals.).
 FM0399
 FM0399.The modeled gravity was interpolated from observed gravity values.
 FM0399
 FM0399;                    North         East     Units Scale Factor Converg.
 FM0399;SPC TX N     - 1,141,894.899   100,435.907   MT  0.99991401   -0 38 03.4
 FM0399;SPC TX N     - 3,746,366.85    329,513.47   sFT  0.99991401   -0 38 03.4
 FM0399;UTM  13      - 3,906,093.350   718,798.845   MT  1.00019002   +1 23 23.1
 FM0399
 FM0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0399!SPC TX N     -   0.99980859  x   0.99991401  =   0.99972262
 FM0399!UTM  13      -   0.99980859  x   1.00019002  =   0.99999858
 FM0399
 FM0399|---------------------------------------------------------------------|
 FM0399| PID    Reference Object                     Distance      Geod. Az  |
 FM0399|                                                           dddmmss.s |
 FM0399| CJ6482 GIST RM 1                            26.441 METERS 03944     |
 FM0399| FM0903 AIRWAY BEACON 92                    APPROX.15.8 KM 1124622.8 |
 FM0399| FM0918 AIRWAY BEACON 91                    APPROX. 8.3 KM 2181212.4 |
 FM0399| FM0398 GIST RM 2                            32.129 METERS 26402     |
 FM0399| FM0923 GRUHLKEY                            APPROX.18.3 KM 2675251.5 |
 FM0399| CJ6481 GIST AZ MK                                         2694901.9 |
 FM0399|---------------------------------------------------------------------|
 FM0399
 FM0399                          SUPERSEDED SURVEY CONTROL
 FM0399
 FM0399  NAD 83(1993)-  35 16 26.75195(N)    102 35 39.95967(W) AD(       ) 1
 FM0399  NAD 83(1993)-  35 16 26.75234(N)    102 35 39.95955(W) AD(       ) 1
 FM0399  NAD 83(1986)-  35 16 26.75256(N)    102 35 39.95872(W) AD(       ) 1
 FM0399  NAD 27      -  35 16 26.56000(N)    102 35 38.20400(W) AD(       ) 1
 FM0399  NGVD 29 (??/??/92) 1243.634  (m)         4080.16   (f) ADJ UNCH    2 0
 FM0399
 FM0399.Superseded values are not recommended for survey control.
 FM0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0399.See file dsdata.txt to determine how the superseded data were derived.
 FM0399
 FM0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV1879906093(NAD 83)
 FM0399_MARKER: DS = TRIANGULATION STATION DISK
 FM0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0399+STABILITY: SURFACE MOTION
 FM0399
 FM0399  HISTORY     - Date     Condition        Report By
 FM0399  HISTORY     - 1934     MONUMENTED       CGS
 FM0399  HISTORY     - 1934     GOOD             NGS
 FM0399  HISTORY     - 1938     GOOD             TXHD
 FM0399  HISTORY     - 1953     GOOD             CGS
 FM0399  HISTORY     - 1978     POOR             DMA
 FM0399
 FM0399                          STATION DESCRIPTION
 FM0399
 FM0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0399'STATION IS LOCATED IN THE N RIGHT-OF-WAY FENCE LINE BETWEEN
 FM0399'THE ROCK ISLAND RAILROAD AND U.S. HIGHWAY 66.  9.6 MILES W OF
 FM0399'VEGA AND 2 MILES W OF LANDERGIN SIDING.  100 YARDS SE OF STUCCO
 FM0399'HOUSE OF BARN GIST.  47 FEET N OF N RAIL OF RAILROAD.  34 FEET
 FM0399'S OF CENTER LINE U.S. HIGHWAY 66 AND 32 FEET E OF A PIPE
 FM0399'GATE IN THE RIGHT-OF-WAY FENCE.  STATION MARK PROJECTS 4
 FM0399'INCHES.
 FM0399'
 FM0399'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 FM0399'STANDARD BRONZE DISKS, SET IN CONCRETE.
 FM0399'
 FM0399'REFERENCE MARK NO. 1 IS NE OF STATION.  1 FOOT S OF N HIGHWAY
 FM0399'RIGHT-OF-WAY FENCE.  31 FEET N OF CENTER LINE OF HIGHWAY.  78
 FM0399'FEET N OF N RAIL OF RAILROAD AND PROJECTS 4 INCHES.
 FM0399'
 FM0399'REFERENCE MARK NO. 2 IS W OF STATION.  37 FEET S OF CENTER
 FM0399'LINE OF HIGHWAY.  8 FEET S OF S HIGHWAY RIGHT-OF-WAY FENCE.
 FM0399'39 FEET N OF N RAIL OF RAILROAD AND PROJECTS 4 INCHES.
 FM0399'
 FM0399'AZIMUTH MARK IS W OF STATION.  107 FEET N OF N RAIL OF RAILROAD
 FM0399'42 FEET N OF CENTER LINE OF HIGHWAY, 1 FOOT S OF N HIGHWAY
 FM0399'RIGHT-OF-WAY FENCE AND PROJECTS 3 INCHES.
 FM0399'
 FM0399'A 10-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 FM0399
 FM0399                          STATION RECOVERY (1934)
 FM0399
 FM0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FM0399'4.1 MI E FROM ADRIAN.
 FM0399'4.1 MILES EAST OF ROCK ISLAND RR DEPOT AT ADRIAN ALONG ROCK ISLAND
 FM0399'RAILROAD, ABOUT 33 FEET SOUTH OF CENTERLINE OF U. S. HIGHWAY 66, 3
 FM0399'FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, EAST OF GIST NO. 2
 FM0399'(REFERENCE MARK).
 FM0399
 FM0399                          STATION RECOVERY (1938)
 FM0399
 FM0399'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 FM0399'ALL MARKS RECOVERED IN GOOD CONDITION.
 FM0399'
 FM0399'ORIGINAL DESCRIPTION IS GOOD EXCEPT THAT U.S. HIGHWAY 66, W
 FM0399'FROM VEGA, HAS BEEN RE-LOCATED AND IS NOW ON THE S SIDE OF THE
 FM0399'ROCK ISLAND RAILWAY AND PARALLEL TO BOTH THE OLD LOCATION AND
 FM0399'THE RAILROAD AT THIS POINT.  HOWEVER, THE OLD LOCATION IS STILL
 FM0399'USED BY LOCAL TRAFFIC.
 FM0399
 FM0399                          STATION RECOVERY (1953)
 FM0399
 FM0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CFO)
 FM0399'STATION MARK, THE TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 FM0399'ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION, AND ADEQUATELY
 FM0399'DESCRIBED.
 FM0399
 FM0399                          STATION RECOVERY (1978)
 FM0399
 FM0399'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (ODJ)
 FM0399'GIST 1934 RECOVERED POOR.  WEST HALF OF TOP OF POST CHIPPED OFF, TO
 FM0399'UNDER THE DISK.
 FM0399'
 FM0399'REFERENCE MARKS AND AZIMUTH MARK FOUND IN APPROX. DESCRIBED
 FM0399'POSITIONS, BUT LAYING ON TOP OF A GROUND WITH DISKS INTACT.
 FM0399'
 FM0399'DISTANCE AND DIRECTION FROM NEAREST TOWN--VEGA, ABOUT 9.5 MILES WEST
 FM0399'OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0398 ***********************************************************************
 FM0398  DESIGNATION -  GIST RM 2
 FM0398  PID         -  FM0398
 FM0398  STATE/COUNTY-  TX/OLDHAM
 FM0398  USGS QUAD   -  LANDERGIN (1966)
 FM0398
 FM0398                         *CURRENT SURVEY CONTROL
 FM0398  ___________________________________________________________________
 FM0398* NAD 83(1986)-  35 16 26.     (N)    102 35 40.     (W)     SCALED    
 FM0398* NAVD 88     -      1244.293  (meters)    4082.32   (feet)  ADJUSTED  
 FM0398  ___________________________________________________________________
 FM0398  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 FM0398  DYNAMIC HT  -        1242.796 (meters)    4077.41  (feet)  COMP
 FM0398  MODELED GRAV-     979,386.9   (mgal)                       NAVD 88
 FM0398
 FM0398  VERT ORDER  -  SECOND    CLASS 0
 FM0398
 FM0398.The horizontal coordinates were scaled from a topographic map and have
 FM0398.an estimated accuracy of +/- 6 seconds.
 FM0398
 FM0398.The orthometric height was determined by differential leveling
 FM0398.and adjusted by the National Geodetic Survey in June 1991..
 FM0398
 FM0398.The geoid height was determined by GEOID03.
 FM0398
 FM0398.The dynamic height is computed by dividing the NAVD 88
 FM0398.geopotential number by the normal gravity value computed on the
 FM0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0398.degrees latitude (g = 980.6199 gals.).
 FM0398
 FM0398.The modeled gravity was interpolated from observed gravity values.
 FM0398
 FM0398;                    North         East    Units  Estimated Accuracy
 FM0398;SPC TX N     - 1,141,870.      100,440.      MT  (+/- 180 meters Scaled)
 FM0398
 FM0398                          SUPERSEDED SURVEY CONTROL
 FM0398
 FM0398  NGVD 29 (??/??/92) 1243.75   (m)         4080.5    (f) COMPUTED    2 0
 FM0398
 FM0398.Superseded values are not recommended for survey control.
 FM0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0398.See file dsdata.txt to determine how the superseded data were derived.
 FM0398
 FM0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV187060(NAD 83)
 FM0398_MARKER: DR = REFERENCE MARK DISK
 FM0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0398+STABILITY: SURFACE MOTION
 FM0398
 FM0398  HISTORY     - Date     Condition        Report By
 FM0398  HISTORY     - 1934     MONUMENTED       CGS
 FM0398  HISTORY     - 1934     GOOD             NGS
 FM0398
 FM0398                          STATION DESCRIPTION
 FM0398
 FM0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0398'4.1 MI E FROM ADRIAN.
 FM0398'4.1 MILES EAST OF ROCK ISLAND RR DEPOT AT ADRIAN ALONG ROCK ISLAND
 FM0398'RAILROAD, ABOUT 33 FEET SOUTH OF CENTERLINE OF U. S. HIGHWAY 66, 3
 FM0398'FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2066 ***********************************************************************
 AN2066  DESIGNATION -  GIVEN
 AN2066  PID         -  AN2066
 AN2066  STATE/COUNTY-  TX/VICTORIA
 AN2066  USGS QUAD   -  RAISIN (1987)
 AN2066
 AN2066                         *CURRENT SURVEY CONTROL
 AN2066  ___________________________________________________________________
 AN2066* NAD 83(1993)-  28 41 43.35517(N)    097 05 25.12651(W)     ADJUSTED  
 AN2066* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 AN2066  ___________________________________________________________________
 AN2066  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AN2066  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN2066
 AN2066  HORZ ORDER  -  FIRST
 AN2066
 AN2066.The horizontal coordinates were established by classical geodetic methods
 AN2066.and adjusted by the National Geodetic Survey in February 1996..
 AN2066
 AN2066.The orthometric height was scaled from a topographic map.
 AN2066
 AN2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2066
 AN2066.The geoid height was determined by GEOID03.
 AN2066
 AN2066;                    North         East     Units Scale Factor Converg.
 AN2066;SPC TXSC     - 4,097,062.705   786,598.492   MT  0.99992507   +0 56 08.1
 AN2066;SPC TXSC     -13,441,779.89  2,580,698.55   sFT  0.99992507   +0 56 08.1
 AN2066;UTM  14      - 3,175,729.913   686,564.870   MT  1.00002956   +0 55 01.9
 AN2066
 AN2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2066!SPC TXSC     -   0.99999960  x   0.99992507  =   0.99992467
 AN2066!UTM  14      -   0.99999960  x   1.00002956  =   1.00002916
 AN2066
 AN2066:                Primary Azimuth Mark                     Grid Az
 AN2066:SPC TXSC     -  GIVEN AZ MK                              007 26 48.0
 AN2066:UTM  14      -  GIVEN AZ MK                              007 27 54.2
 AN2066
 AN2066|---------------------------------------------------------------------|
 AN2066| PID    Reference Object                     Distance      Geod. Az  |
 AN2066|                                                           dddmmss.s |
 AN2066| CV4100 GIVEN AZ MK                                        0082256.1 |
 AN2066| CV4101 GIVEN RM 1                           24.258 METERS 04216     |
 AN2066| CV4102 GIVEN RM 2                           29.093 METERS 15218     |
 AN2066|---------------------------------------------------------------------|
 AN2066
 AN2066                          SUPERSEDED SURVEY CONTROL
 AN2066
 AN2066  NAD 83(1986)-  28 41 43.36363(N)    097 05 25.11079(W) AD(       ) 1
 AN2066  NAD 27      -  28 41 42.38400(N)    097 05 24.14600(W) AD(       ) 1
 AN2066
 AN2066.Superseded values are not recommended for survey control.
 AN2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2066.See file dsdata.txt to determine how the superseded data were derived.
 AN2066
 AN2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS8656575730(NAD 83)
 AN2066_MARKER: DS = TRIANGULATION STATION DISK
 AN2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2066
 AN2066  HISTORY     - Date     Condition        Report By
 AN2066  HISTORY     - 1943     MONUMENTED       CGS
 AN2066  HISTORY     - 1952     GOOD             CGS
 AN2066  HISTORY     - 1963     GOOD             CGS
 AN2066
 AN2066                          STATION DESCRIPTION
 AN2066
 AN2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN2066'THE STATION IS LOCATED ABOUT 9.0 MILES SW OF VICTORIA, AND
 AN2066'5.5 MILES S OF E OF COLOGNE, ON THE GROUNDS OF THE OLD GIVEN
 AN2066'SCHOOL HOUSE.  IT IS IN THE SW CORNER OF THE SCHOOLYARD,
 AN2066'20 FEET NE OF THE SW FENCE CORNER, 35 FEET N OF THE CENTER
 AN2066'OF THE DIRT ROAD, AND 85 FEET SW OF THE OLD SCHOOLHOUSE.
 AN2066'THE DISK IS STAMPED GIVEN 1943, AND PROJECTS 2 INCHES.
 AN2066'
 AN2066'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AN2066'DISKS SET IN CONCRETE.
 AN2066'
 AN2066'REFERENCE MARK NO. 1 IS N OF THE STATION, IN N-S FENCE LINE,
 AN2066'AND ON ABOUT THE SAME ELEVATION AS THE STATION.  THE DISK
 AN2066'IS STAMPED GIVEN NO. 1 1943, AND PROJECTS 8 INCHES.
 AN2066'
 AN2066'REFERENCE MARK NO. 2 IS E OF THE STATION, IN THE E-W FENCE
 AN2066'LINE, 20 FEET N OF THE CENTER OF THE GRAVEL ROAD.  THE DISK
 AN2066'IS STAMPED GIVEN NO. 2 1943, AND PROJECTS 8 INCHES.
 AN2066'
 AN2066'THE AZIMUTH MARK IS ABOUT 0.4 MILE NW OF THE STATION, ON
 AN2066'W SIDE OF THE GRAVEL ROAD, 30 FEET S OF THE LEFT-HAND CURVE
 AN2066'IN THE ROAD AND FENCE LINE, AND 1 FOOT E OF THE FENCE LINE.
 AN2066'THE DISK IS STAMPED GIVEN 1943, AND PROJECTS 3 INCHES.  TO
 AN2066'REACH FROM THE STATION, GO BACK NW ON GRAVEL ROAD FOR 0.5
 AN2066'MILE TO THE MARK ON THE LEFT.
 AN2066'
 AN2066'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 AN2066'59, 77, AND 87 ON THE N EDGE OF VICTORIA, GO SW ON HIGHWAYS
 AN2066'59 AND 77 FOR 3.4 MILES TO WHERE 77 TURNS LEFT AND 59 CONTINUES
 AN2066'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON 59 FOR 2.75
 AN2066'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SE FOR 1.05
 AN2066'MILES TO CROSSROADS.  TURN RIGHT AND GO S FOR 1.95 MILES
 AN2066'TO A BRIDGE.  CONTINUE STRAIGHT AHEAD FOR 1.15 MILES TO A
 AN2066'SIDE ROAD LEFT.  TURN LEFT AND FOLLOW GRAVEL ROAD SE FOR
 AN2066'1.55 MILES TO THE SITE OF THE OLD GIVEN SCHOOLHOUSE ON THE
 AN2066'LEFT AND STATION.
 AN2066'
 AN2066'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AN2066'
 AN2066'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AN2066
 AN2066                          STATION RECOVERY (1952)
 AN2066
 AN2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2066'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  SOME LOCAL
 AN2066'CHANGES HAVE BEEN MADE, A NEW DESCRIPTION FOLLOWS.
 AN2066'
 AN2066'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF VICTORIA
 AN2066'AND 9 MILES EAST OF FANNIN.  IT IS IN THE SOUTHWEST CORNER
 AN2066'OF THE OLD GIVEN SCHOOLYARD.  THE SCHOOL HOUSE HAS BEEN
 AN2066'DESTROYED.
 AN2066'
 AN2066'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 59, 77, AND 87
 AN2066'IN THE NORTH EDGE OF VICTORIA, GO SOUTHWEST ON U.S. HIGHWAYS
 AN2066'59 AND 77 FOR 3.4 MILES TO THEIR JUNCTION.  CONTINUE STRAIGHT
 AN2066'AHEAD ON U.S. HIGHWAY 59 FOR 2.75 MILES TO A SIDE ROAD LEFT.
 AN2066'TURN LEFT, SOUTH, ON A GRAVEL ROAD AND GO 1.1 MILES TO A
 AN2066'CROSSROAD.  TURN RIGHT ON FARM ROAD 446 AND SOUTHWESTERLY
 AN2066'FOR 3 MILES TO A SIDE ROAD LEFT.  TURN LEFT, SOUTH, AND
 AN2066'GO ON A GRAVELED ROAD FOR 1.05 MILES TO A FENCE CORNER AND
 AN2066'THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF ROAD, CONTINUE
 AN2066'STRAIGHT AHEAD WEST AND SOUTH ON THE MAIN TRAVELED ROAD
 AN2066'FOR 0.5 MILE TO THE OLD SCHOOLYARD ON THE LEFT AND THE
 AN2066'STATION SITE ON THE NORTHEAST SIDE OF ROAD.
 AN2066'
 AN2066'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AN2066'POSTS
 AN2066'
 AN2066'THE STATION MARK IS STAMPED GIVEN 1943.  IT IS LOCATED 20
 AN2066'FEET EAST OF A FENCE CORNER.  15 FEET NORTHEAST OF A WHITE
 AN2066'WITNESS POST IN A FENCE LINE.  AND UNDER A POWER LINE.
 AN2066'
 AN2066'REFERENCE MARK NO. 1 IS STAMPED GIVEN NO 1 1943.  IT IS
 AN2066'LOCATED 1 FOOT SOUTHEAST OF A SOUTHWEST - NORTHEAST FENCE
 AN2066'LINE.  THE MARK PROJECTS 6 INCHES.
 AN2066'
 AN2066'REFERENCE MARK NO. 2 IS STAMPED GIVEN NO 2 1943.  THE MARK
 AN2066'PROJECTS 8 INCHES, AND IS LOCATED 1 FOOT NORTHEAST OF A
 AN2066'SOUTHEAST - NORTHWEST FENCE LINE.
 AN2066
 AN2066                          STATION RECOVERY (1963)
 AN2066
 AN2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2066'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AN2066'AS DESCRIBED.  THE STATION IS LOCATED ABOUT 9.0 MILES SW
 AN2066'OF VICTORIA, AND 5.5 MILES S OF E OF COLOGNE, ON THE GROUNDS
 AN2066'OF THE OLD GIVEN SCHOOL HOUSE.  IT IS IN THE NW CORNER OF
 AN2066'THE OLD SCHOOL YARD, 18 FT NE OF THE NW FENCE CORNER, 35
 AN2066'FT NE OF THE CENTER OF THE DIRT ROAD, AND 85 FEET NW OF
 AN2066'THE OLD SCHOOL HOUSE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2830 ***********************************************************************
 CS2830  DESIGNATION -  GLAD ACRES FARM WATER TANK
 CS2830  PID         -  CS2830
 CS2830  STATE/COUNTY-  TX/DALLAS
 CS2830  USGS QUAD   -  ADDISON (1981)
 CS2830
 CS2830                         *CURRENT SURVEY CONTROL
 CS2830  ___________________________________________________________________
 CS2830* NAD 83(1993)-  32 55 36.46128(N)    096 51 22.35671(W)     ADJUSTED  
 CS2830* NAVD 88     -                                                        
 CS2830  ___________________________________________________________________
 CS2830  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 CS2830  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CS2830
 CS2830  HORZ ORDER  -  THIRD
 CS2830
 CS2830.The horizontal coordinates were established by classical geodetic methods
 CS2830.and adjusted by the National Geodetic Survey in February 1996..
 CS2830
 CS2830
 CS2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2830
 CS2830.The geoid height was determined by GEOID03.
 CS2830
 CS2830;                    North         East     Units Scale Factor Converg.
 CS2830;SPC TXNC     - 2,140,937.840   753,718.682   MT  0.99987498   +0 53 47.4
 CS2830;SPC TXNC     - 7,024,060.23  2,472,825.38   sFT  0.99987498   +0 53 47.4
 CS2830;UTM  14      - 3,645,210.415   700,448.411   MT  1.00009544   +1 09 56.5
 CS2830
 CS2830                          SUPERSEDED SURVEY CONTROL
 CS2830
 CS2830  NAD 83(1993)-  32 55 36.46310(N)    096 51 22.35057(W) AD(       ) 4
 CS2830  NAD 83(1986)-  32 55 36.46739(N)    096 51 22.34054(W) AD(       ) 4
 CS2830  NAD 27      -  32 55 36.02000(N)    096 51 21.33000(W) AD(       ) 3
 CS2830
 CS2830.Superseded values are not recommended for survey control.
 CS2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2830.See file dsdata.txt to determine how the superseded data were derived.
 CS2830
 CS2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0044845210(NAD 83)
 CS2830_MARKER: 51 = TANK
 CS2830
 CS2830  HISTORY     - Date     Condition        Report By
 CS2830  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2830  HISTORY     - 1960     GOOD             CGS
 CS2830  HISTORY     - 1966     GOOD             CGS
 CS2830  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CS2830  HISTORY     - 19910617 MARK NOT FOUND   USPSQD
 CS2830
 CS2830                          STATION DESCRIPTION
 CS2830
 CS2830'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2830'LOCATED ABOUT 4 MILES SOUTHEAST OF CARROLLTON, ON THE RANCH
 CS2830'KNOWN AS GLAD ACRES AND OWNED BY R.B. GEORGE.  IT CAN BE
 CS2830'REACHED FROM CARROLLTON BY GOING EAST ON COLLEGE AVE. FOR
 CS2830'3.0 MILES TO A T-INTERSECTION OF ROADS TO THE SOUTH AND
 CS2830'SIGN, BELT LINE ROAD-MARSH LANE.  TURN RIGHT OR SOUTH ON
 CS2830'MARSH LANE AND GO 2.0 MILES TO THE TANK ON THE RIGHT, ABOUT
 CS2830'125 FEET WEST OF THE ROAD.  THE TANK IS A STEEL, SILVER
 CS2830'COLORED TANK, ABOUT 125 FEET HIGH AND THE WORDS GLAD ACRES
 CS2830'FARM PAINTED ON THE SIDE.
 CS2830
 CS2830                          STATION RECOVERY (1960)
 CS2830
 CS2830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 CS2830'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 CS2830'THERE IS NO LETTERING ON THE SIDES OF THE TANK AS DESCRIBED
 CS2830'TO BE IN 1947.
 CS2830
 CS2830                          STATION RECOVERY (1966)
 CS2830
 CS2830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WEB)
 CS2830'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 CS2830'CONDITION.
 CS2830
 CS2830                          STATION RECOVERY (1985)
 CS2830
 CS2830'RECOVERY NOTE BY US POWER SQUADRON 1985 (CES)
 CS2830'MARK NOT FOUND.
 CS2830
 CS2830                          STATION RECOVERY (1991)
 CS2830
 CS2830'RECOVERY NOTE BY US POWER SQUADRON 1991 (DLO)
 CS2830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1212 ***********************************************************************
 CR1212  DESIGNATION -  GLADEWATER
 CR1212  PID         -  CR1212
 CR1212  STATE/COUNTY-  TX/GREGG
 CR1212  USGS QUAD   -  GLADEWATER (1960)
 CR1212
 CR1212                         *CURRENT SURVEY CONTROL
 CR1212  ___________________________________________________________________
 CR1212* NAD 83(1993)-  32 32 58.86843(N)    094 55 49.01152(W)     ADJUSTED  
 CR1212* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 CR1212  ___________________________________________________________________
 CR1212  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 CR1212  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR1212
 CR1212  HORZ ORDER  -  FIRST
 CR1212
 CR1212.The horizontal coordinates were established by classical geodetic methods
 CR1212.and adjusted by the National Geodetic Survey in February 1996..
 CR1212
 CR1212.The orthometric height was scaled from a topographic map.
 CR1212
 CR1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1212
 CR1212.The geoid height was determined by GEOID03.
 CR1212
 CR1212;                    North         East     Units Scale Factor Converg.
 CR1212;SPC TXNC     - 2,103,613.925   935,191.613   MT  0.99991074   +1 56 48.9
 CR1212;SPC TXNC     - 6,901,606.69  3,068,207.82   sFT  0.99991074   +1 56 48.9
 CR1212;UTM  15      - 3,603,009.858   318,756.225   MT  1.00000508   -1 02 19.8
 CR1212
 CR1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1212!SPC TXNC     -   0.99998407  x   0.99991074  =   0.99989481
 CR1212!UTM  15      -   0.99998407  x   1.00000508  =   0.99998915
 CR1212
 CR1212|---------------------------------------------------------------------|
 CR1212| PID    Reference Object                     Distance      Geod. Az  |
 CR1212|                                                           dddmmss.s |
 CR1212| CR1213 TT 15 WM                             36.573 METERS 02905     |
 CR1212| CR1174 GLADEWATER RAD STA KSIJ MAST        APPROX. 6.3 KM 2092441.0 |
 CR1212| CR1211 GLADEWATER MUNICIPAL TANK           APPROX. 1.7 KM 2164540.3 |
 CR1212| CR1216 GLADEWATER METH CH STEEPLE          APPROX. 2.0 KM 2233010.6 |
 CR1212| CX5886 GLADEWATER RM 2                      30.309 METERS 27551     |
 CR1212| CR1238 BIG SANDY DIV LONGVIEW MUN TK       APPROX.14.2 KM 2802319.6 |
 CR1212| CX5885 GLADEWATER AZ MK                                   3450200.1 |
 CR1212|---------------------------------------------------------------------|
 CR1212
 CR1212                          SUPERSEDED SURVEY CONTROL
 CR1212
 CR1212  NAD 83(1986)-  32 32 58.87587(N)    094 55 48.99852(W) AD(       ) 1
 CR1212  NAD 27      -  32 32 58.35480(N)    094 55 48.22000(W) AD(       ) 1
 CR1212
 CR1212.Superseded values are not recommended for survey control.
 CR1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1212.See file dsdata.txt to determine how the superseded data were derived.
 CR1212
 CR1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1875603010(NAD 83)
 CR1212_MARKER: DS = TRIANGULATION STATION DISK
 CR1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1212
 CR1212  HISTORY     - Date     Condition        Report By
 CR1212  HISTORY     - 1950     MONUMENTED       CGS
 CR1212  HISTORY     - 1956     GOOD             CGS
 CR1212  HISTORY     - 1957     GOOD             CGS
 CR1212  HISTORY     - 19910420 GOOD             USPSQD
 CR1212  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR1212
 CR1212                          STATION DESCRIPTION
 CR1212
 CR1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1212'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF THE TOWN
 CR1212'OF GLADEWATER AND 0.1 MILE EAST OF U.S. HIGHWAY 271.
 CR1212'IT IS 130 FEET EAST OF A POWERLINE POLE, 116 FEET SOUTH-SOUTHWEST
 CR1212'OF THE SOUTHWEST CORNER OF A FENCE AROUND THREE SMALL OIL
 CR1212'TANKS, 73.7 FEET NORTHEAST OF A PLUGGED OIL WELL AND 7.3
 CR1212'FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 CR1212'AND THE DISK IS STAMPED GLADEWATER 1950.
 CR1212'
 CR1212'TT 15 WM IS 101 FEET SOUTHWEST OF THE WEST OIL TANK OF THREE,
 CR1212'9.7 FEET EAST OF THE SOUTHWEST CORNER OF FENCE AND 1.7 FEET
 CR1212'SOUTH OF THE FENCE.  THE DISK IS SET IN AN 6 X 6 INCH SQUARE
 CR1212'CONCRETE POST WHICH PROJECTS 8 INCHES AND THE DISK IS STAMPED
 CR1212'TT 15 WM 1949.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 CR1212'STATION GLADEWATER TO TT 15 WM.
 CR1212'
 CR1212'REFERENCE MARK NO. 2 IS 31 FEET EAST OF A POWERLINE POLE.
 CR1212'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GLADEWATER
 CR1212'NO. 2 1950.
 CR1212'
 CR1212'AZIMUTH MARK IS 38.7 FEET EAST OF THE CENTERLINE OF HIGHWAY
 CR1212'271, 5.9 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF YARD
 CR1212'FENCE AND 2.4 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS
 CR1212'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 CR1212'GLADEWATER 1950.
 CR1212'
 CR1212'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 271 IN
 CR1212'GLADEWATER, GO NORTH ON HIGHWAY 271 1.1 MILES TO A SIDE ROAD
 CR1212'RIGHT, TURN RIGHT (EAST) 0.1 MILE TO A CATTLE GUARD ON THE
 CR1212'RIGHT AT THREE SMALL OIL TANKS, TURN RIGHT 0.05 MILE TO TOP
 CR1212'OF KNOLL AND THE STATION.
 CR1212'
 CR1212'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.05
 CR1212'MILE TO ROAD, TURN LEFT 0.1 MILE TO HIGHWAY, TURN RIGHT ON
 CR1212'HIGHWAY 0.2 MILE TO THE MARK ON THE RIGHT AT FARM HOUSE.
 CR1212'
 CR1212'AN 87 FT. SIGNAL AT BERRYHILL, WINONA AND CURRY IS VISIBLE
 CR1212'AT 64 FT.
 CR1212'
 CR1212'A 110 FT. SIGNAL AT LAIRD IS VISIBLE AT 64 FT.
 CR1212'
 CR1212'A 100 FT. SIGNAL AT WILKINS W BASE IS VISIBLE AT 64 FT.
 CR1212'
 CR1212'A 74 FT. SIGNAL AT DOUGLAS AND WILKINS E BASE IS VISIBLE
 CR1212'AT 64 FT.
 CR1212'
 CR1212'A 74 FT. SIGNAL AT TODD IS VISIBLE AT 64 FT.
 CR1212'
 CR1212'A 74 FT. SIGNAL AT LONGVIEW, IS VISIBLE AT 77 FT.
 CR1212'
 CR1212'A 100 FT. SIGNAL AT WHITEOAK IS VISIBLE AT 64 FT.
 CR1212'
 CR1212'AN 87 FT. SIGNAL AT CHEROKEE IS VISIBLE AT 64 FT.
 CR1212'
 CR1212'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 CR1212
 CR1212                          STATION RECOVERY (1956)
 CR1212
 CR1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1212'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1212'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT
 CR1212'EXCEPT THAT THE ROAD REFERRED TO IN THE DESCRIPTION IS NOW
 CR1212'FM 2275.
 CR1212
 CR1212                          STATION RECOVERY (1957)
 CR1212
 CR1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1212'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 CR1212'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 CR1212'CONDITION.  FOLLOWING IS A NEW DESCRIPTION.
 CR1212'
 CR1212'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF GLADEWATER AND
 CR1212'0.1 MILE EAST OF U.S. HIGHWAY 271 ON A SMALL KNOLL.  IT IS
 CR1212'130 FEET EAST OF A POWER POLE, 117 FEET SOUTH-SOUTHWEST OF A
 CR1212'SOUTHWEST FENCE CORNER WHICH INCLOSES THREE OIL STORAGE TANKS,
 CR1212'82 FEET SOUTHEAST OF A 12-INCH PINE TREE AND 25 FEET NORTH OF
 CR1212'THE CENTER OF A GRADED ROAD.  THE MARK PROJECTS 4 INCHES AND
 CR1212'IS STAMPED GLADEWATER 1950.
 CR1212'
 CR1212'A U.S.G.S. BENCH MARK WAS USED FOR REFERENCE MARK NO. 1.
 CR1212'IT IS 9 FEET EAST OF A SOUTHWEST FENCE CORNER WHICH INCLOSES
 CR1212'THREE OIL STORAGE TANKS AND 2 FEET SOUTH OF AN EAST-WEST
 CR1212'FENCE LINE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED TT 15
 CR1212'WM 1949.
 CR1212'
 CR1212'REFERENCE MARK NO. 2 IS 31 FEET EAST OF A POWER LINE POLE
 CR1212'AND 31 FEET NORTH OF THE CENTER OF A GRADED ROAD.  THE MARK
 CR1212'PROJECTS 3 INCHES AND IS STAMPED GLADEWATER NO 2 1950.
 CR1212'
 CR1212'THE AZIMUTH MARK IS 38 FEET EAST OF THE CENTER OF AN OILED
 CR1212'ROAD AND 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE
 CR1212'HOUSE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 CR1212'AND IS STAMPED GLADEWATER 1950.
 CR1212'
 CR1212'TO REACH THE STATION FROM THE POST OFFICE IN GLADEWATER GO
 CR1212'EASTERLY ON WEST PACIFIC AVENUE FOR 1 BLOCK TO THE JUNCTION
 CR1212'WITH U.S. HIGHWAY 271.  TURN LEFT ON U.S. HIGHWAY 271 AND GO
 CR1212'1.3 MILES TO THE JUNCTION WITH FARM ROAD 2275.  TURN RIGHT
 CR1212'ON FARM ROAD 2275 AND GO 0.1 MILE TO A DRIVEWAY RIGHT LEADING
 CR1212'INTO THREE TANK BATTERIES.  TURN RIGHT PASSING THROUGH THE TANK
 CR1212'BATTERIES AND GO 0.05 MILE TO THE HIGHEST PART OF THE KNOLL
 CR1212'AND THE STATION AS DESCRIBED.
 CR1212'
 CR1212'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH 0.05 MILE TO
 CR1212'FARM ROAD 2275.  TURN LEFT ON FARM ROAD 2275 AND GO 0.1 MILE
 CR1212'TO THE JUNCTION WITH U.S. HIGHWAY 271.  TURN RIGHT ON U.S.
 CR1212'HIGHWAY 271 AND GO 0.1 MILE TO AN OIL ROAD LEFT.  TURN LEFT ON
 CR1212'THE OIL ROAD AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT
 CR1212'A DESCRIBED.
 CR1212
 CR1212                          STATION RECOVERY (1991)
 CR1212
 CR1212'RECOVERY NOTE BY US POWER SQUADRON 1991 (JMW)
 CR1212'RECOVERED IN GOOD CONDITION.
 CR1212
 CR1212                          STATION RECOVERY (2004)
 CR1212
 CR1212'RECOVERY NOTE BY US POWER SQUADRON 2004 (LSL)
 CR1212'THE THREE TANKS REFERENCED IN AN EARLIER DESCRIPTION NO LONGER EXIST.
 CR1212'THIS AREA NOW HOUSES A RESIDENTIAL SUBDIVISION.  A HOUSE NOW EXISTS
 CR1212'OVER THIS SITE AND THE MARKER CAN BE PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1216 ***********************************************************************
 CR1216  DESIGNATION -  GLADEWATER METH CH STEEPLE
 CR1216  PID         -  CR1216
 CR1216  STATE/COUNTY-  TX/GREGG
 CR1216  USGS QUAD   -  GLADEWATER (1960)
 CR1216
 CR1216                         *CURRENT SURVEY CONTROL
 CR1216  ___________________________________________________________________
 CR1216* NAD 83(1993)-  32 32 10.97486(N)    094 56 42.66711(W)     ADJUSTED  
 CR1216* NAVD 88     -                                                        
 CR1216  ___________________________________________________________________
 CR1216  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CR1216  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CR1216
 CR1216  HORZ ORDER  -  THIRD
 CR1216
 CR1216.The horizontal coordinates were established by classical geodetic methods
 CR1216.and adjusted by the National Geodetic Survey in February 1996..
 CR1216
 CR1216
 CR1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1216
 CR1216.The geoid height was determined by GEOID03.
 CR1216
 CR1216;                    North         East     Units Scale Factor Converg.
 CR1216;SPC TXNC     - 2,102,092.104   933,842.562   MT  0.99991278   +1 56 19.6
 CR1216;SPC TXNC     - 6,896,613.84  3,063,781.81   sFT  0.99991278   +1 56 19.6
 CR1216;UTM  15      - 3,601,560.226   317,329.605   MT  1.00001149   -1 02 47.3
 CR1216
 CR1216                          SUPERSEDED SURVEY CONTROL
 CR1216
 CR1216  NAD 83(1986)-  32 32 10.98243(N)    094 56 42.65398(W) AD(       ) 4
 CR1216  NAD 27      -  32 32 10.46000(N)    094 56 41.87400(W) AD(       ) 3
 CR1216
 CR1216.Superseded values are not recommended for survey control.
 CR1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1216.See file dsdata.txt to determine how the superseded data were derived.
 CR1216
 CR1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1733001560(NAD 83)
 CR1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1216+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR1216
 CR1216  HISTORY     - Date     Condition        Report By
 CR1216  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1216  HISTORY     - 20040605 GOOD             USPSQD
 CR1216
 CR1216                          STATION DESCRIPTION
 CR1216
 CR1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1216'THIS STATION IS LOCATED AT THE SOUTHEAST CORNER OF FERRY
 CR1216'STREET AND QUITMAN AVENUE, IN GLADEWATER.  IT IS A WOODEN
 CR1216'STRUCTURE, SET ON THE TOP OF A BRICK BUILDING, AND IS APPROXIMATELY
 CR1216'50 FEET HIGH.
 CR1216'
 CR1216'THE POINT INTERSECTED WAS THE TOP OF THE STEEPLE.
 CR1216
 CR1216                          STATION RECOVERY (2004)
 CR1216
 CR1216'RECOVERY NOTE BY US POWER SQUADRON 2004 (LSL)
 CR1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1211 ***********************************************************************
 CR1211  DESIGNATION -  GLADEWATER MUNICIPAL TANK
 CR1211  PID         -  CR1211
 CR1211  STATE/COUNTY-  TX/GREGG
 CR1211  USGS QUAD   -  GLADEWATER (1960)
 CR1211
 CR1211                         *CURRENT SURVEY CONTROL
 CR1211  ___________________________________________________________________
 CR1211* NAD 83(1993)-  32 32 15.63935(N)    094 56 27.13405(W)     ADJUSTED  
 CR1211* NAVD 88     -                                                        
 CR1211  ___________________________________________________________________
 CR1211  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CR1211  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR1211
 CR1211  HORZ ORDER  -  THIRD
 CR1211
 CR1211.The horizontal coordinates were established by classical geodetic methods
 CR1211.and adjusted by the National Geodetic Survey in February 1996..
 CR1211
 CR1211
 CR1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1211
 CR1211.The geoid height was determined by GEOID03.
 CR1211
 CR1211;                    North         East     Units Scale Factor Converg.
 CR1211;SPC TXNC     - 2,102,249.417   934,242.749   MT  0.99991258   +1 56 28.1
 CR1211;SPC TXNC     - 6,897,129.96  3,065,094.75   sFT  0.99991258   +1 56 28.1
 CR1211;UTM  15      - 3,601,696.496   317,737.483   MT  1.00000965   -1 02 39.1
 CR1211
 CR1211                          SUPERSEDED SURVEY CONTROL
 CR1211
 CR1211  NAD 83(1986)-  32 32 15.64692(N)    094 56 27.12093(W) AD(       ) 4
 CR1211  NAD 27      -  32 32 15.12500(N)    094 56 26.34100(W) AD(       ) 3
 CR1211
 CR1211.Superseded values are not recommended for survey control.
 CR1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1211.See file dsdata.txt to determine how the superseded data were derived.
 CR1211
 CR1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1773701696(NAD 83)
 CR1211_MARKER: 53 = ELEVATED TANK
 CR1211
 CR1211  HISTORY     - Date     Condition        Report By
 CR1211  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1211  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR1211
 CR1211                          STATION DESCRIPTION
 CR1211
 CR1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1211'THIS STATION IS LOCATED AT THE CORNER OF CENTER STREET AND ALLEN
 CR1211'AVENUE, IN GLADEWATER.  IT IS 4 LEGGED STEEL STRUCTURE, 160 FEET
 CR1211'HIGH, 38 FEET SQUARE AT THE BASE, AND IS SILVER IN COLOR.
 CR1211'
 CR1211'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CR1211
 CR1211                          STATION RECOVERY (2004)
 CR1211
 CR1211'RECOVERY NOTE BY US POWER SQUADRON 2004 (LSL)
 CR1211'ORIGINAL WATER TANK HAS BEEN REPLACED BY A NEW ONE.  ALLEN AVENUE
 CR1211'REFERENCED IN PREVIOUS DESCRIPTION SHOULD READ ALLISON AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1214 ***********************************************************************
 CR1214  DESIGNATION -  GLADEWATER NW MUNICIPAL TANK
 CR1214  PID         -  CR1214
 CR1214  STATE/COUNTY-  TX/GREGG
 CR1214  USGS QUAD   -  GLADEWATER (1960)
 CR1214
 CR1214                         *CURRENT SURVEY CONTROL
 CR1214  ___________________________________________________________________
 CR1214* NAD 83(1993)-  32 32 48.40791(N)    094 56 31.15961(W)     ADJUSTED  
 CR1214* NAVD 88     -                                                        
 CR1214  ___________________________________________________________________
 CR1214  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CR1214  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR1214
 CR1214  HORZ ORDER  -  THIRD
 CR1214
 CR1214.The horizontal coordinates were established by classical geodetic methods
 CR1214.and adjusted by the National Geodetic Survey in February 1996..
 CR1214
 CR1214
 CR1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1214
 CR1214.The geoid height was determined by GEOID03.
 CR1214
 CR1214;                    North         East     Units Scale Factor Converg.
 CR1214;SPC TXNC     - 2,103,254.612   934,103.599   MT  0.99991118   +1 56 25.9
 CR1214;SPC TXNC     - 6,900,427.84  3,064,638.22   sFT  0.99991118   +1 56 25.9
 CR1214;UTM  15      - 3,602,707.674   317,650.865   MT  1.00001004   -1 02 42.2
 CR1214
 CR1214                          SUPERSEDED SURVEY CONTROL
 CR1214
 CR1214  NAD 83(1986)-  32 32 48.41539(N)    094 56 31.14651(W) AD(       ) 4
 CR1214  NAD 27      -  32 32 47.89400(N)    094 56 30.36500(W) AD(       ) 3
 CR1214
 CR1214.Superseded values are not recommended for survey control.
 CR1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1214.See file dsdata.txt to determine how the superseded data were derived.
 CR1214
 CR1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1765102708(NAD 83)
 CR1214_MARKER: 53 = ELEVATED TANK
 CR1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1214+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR1214
 CR1214  HISTORY     - Date     Condition        Report By
 CR1214  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1214  HISTORY     - 19910204 GOOD             USPSQD
 CR1214  HISTORY     - 20040605 GOOD             USPSQD
 CR1214
 CR1214                          STATION DESCRIPTION
 CR1214
 CR1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1214'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF GLADEWATER.
 CR1214'THE TANK IS MUSHROOM IN SHAPE, HAS A BALL AT THE APEX AND
 CR1214'IS SILVER IN COLOR.  THE TANK IS SUPPORTED BY A 6-LEGGED
 CR1214'STEEL STRUCTURE.  THE OVERALL HEIGHT IS 125 FEET.
 CR1214'
 CR1214'THE BALL AT THE APEX WAS THE POINT INTERSECTED.
 CR1214
 CR1214                          STATION RECOVERY (1991)
 CR1214
 CR1214'RECOVERY NOTE BY US POWER SQUADRON 1991 (JMW)
 CR1214'RECOVERED IN GOOD CONDITION.
 CR1214
 CR1214                          STATION RECOVERY (2004)
 CR1214
 CR1214'RECOVERY NOTE BY US POWER SQUADRON 2004 (LSL)
 CR1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1174 ***********************************************************************
 CR1174  DESIGNATION -  GLADEWATER RAD STA KSIJ MAST
 CR1174  PID         -  CR1174
 CR1174  STATE/COUNTY-  TX/GREGG
 CR1174  USGS QUAD   -  KILGORE NW (1971)
 CR1174
 CR1174                         *CURRENT SURVEY CONTROL
 CR1174  ___________________________________________________________________
 CR1174* NAD 83(1993)-  32 29 59.70038(N)    094 57 48.18812(W)     ADJUSTED  
 CR1174* NAVD 88     -                                                        
 CR1174  ___________________________________________________________________
 CR1174  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CR1174  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CR1174
 CR1174  HORZ ORDER  -  THIRD
 CR1174
 CR1174.The horizontal coordinates were established by classical geodetic methods
 CR1174.and adjusted by the National Geodetic Survey in February 1996..
 CR1174
 CR1174
 CR1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1174
 CR1174.The geoid height was determined by GEOID03.
 CR1174
 CR1174;                    North         East     Units Scale Factor Converg.
 CR1174;SPC TXNC     - 2,097,993.213   932,270.068   MT  0.99991866   +1 55 43.9
 CR1174;SPC TXNC     - 6,883,166.07  3,058,622.71   sFT  0.99991866   +1 55 43.9
 CR1174;UTM  15      - 3,597,548.371   315,545.642   MT  1.00001957   -1 03 18.8
 CR1174
 CR1174                          SUPERSEDED SURVEY CONTROL
 CR1174
 CR1174  NAD 83(1986)-  32 29 59.70805(N)    094 57 48.17485(W) AD(       ) 4
 CR1174  NAD 27      -  32 29 59.18300(N)    094 57 47.39300(W) AD(       ) 3
 CR1174
 CR1174.Superseded values are not recommended for survey control.
 CR1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1174.See file dsdata.txt to determine how the superseded data were derived.
 CR1174
 CR1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR1554697548(NAD 83)
 CR1174_MARKER: 42 = RADIO/TV MAST
 CR1174
 CR1174  HISTORY     - Date     Condition        Report By
 CR1174  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1174  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR1174
 CR1174                          STATION DESCRIPTION
 CR1174
 CR1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1174'THIS STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF GLADEWATER,
 CR1174'ALONG STATE HIGHWAY 135.  IT IS A TRIANGULAR, STEEL STRUCTURE,
 CR1174'ABOUT 180 FEET HIGH, AND IS PAINTED RED AND WHITE.
 CR1174'
 CR1174'THE POINT INTERSECTED WAS THE TOP LIGHT.
 CR1174
 CR1174                          STATION RECOVERY (2004)
 CR1174
 CR1174'RECOVERY NOTE BY US POWER SQUADRON 2004 (JBL)
 CR1174'FOUND FOUNDATIONS FOR TOWER, WHICH NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1367 ***********************************************************************
 CR1367  SACS        -  This is a Secondary Airport Control Station.
 CR1367  DESIGNATION -  GLADPORT
 CR1367  PID         -  CR1367
 CR1367  STATE/COUNTY-  TX/GREGG
 CR1367  USGS QUAD   -  GLADEWATER (1960)
 CR1367
 CR1367                         *CURRENT SURVEY CONTROL
 CR1367  ___________________________________________________________________
 CR1367* NAD 83(1993)-  32 31 45.14967(N)    094 58 17.30653(W)     ADJUSTED  
 CR1367* NAVD 88     -        89.30   (meters)     293.0    (feet)  GPS OBS   
 CR1367  ___________________________________________________________________
 CR1367  X           -    -466,470.714 (meters)                     COMP
 CR1367  Y           -  -5,362,533.491 (meters)                     COMP
 CR1367  Z           -   3,410,088.344 (meters)                     COMP
 CR1367  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CR1367  ELLIP HEIGHT-          62.88  (meters)          (03/15/01) GPS OBS
 CR1367  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CR1367
 CR1367  HORZ ORDER  -  FIRST
 CR1367  ELLP ORDER  -  FIFTH     CLASS I
 CR1367
 CR1367.This mark is at Gladewater Muni (07F) Airport (07F)
 CR1367
 CR1367.The horizontal coordinates were established by GPS observations
 CR1367.and adjusted by the National Geodetic Survey in July 1996..
 CR1367
 CR1367.The orthometric height was determined by GPS observations and a
 CR1367.high-resolution geoid model.
 CR1367
 CR1367.GPS derived orthometric heights for airport stations designated as
 CR1367.PACS or SACS are published to 2 decimal places.  This maintains
 CR1367.centimeter relative accuracy between the PACS and SACS.  It does
 CR1367.not indicate centimeter accuracy relative to other marks which are
 CR1367.part of the NAVD 88 network.
 CR1367
 CR1367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1367
 CR1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1367
 CR1367.The ellipsoidal height was determined by GPS observations
 CR1367.and is referenced to NAD 83.
 CR1367
 CR1367.The geoid height was determined by GEOID03.
 CR1367
 CR1367;                    North         East     Units Scale Factor Converg.
 CR1367;SPC TXNC     - 2,101,213.858   931,401.359   MT  0.99991391   +1 55 28.0
 CR1367;SPC TXNC     - 6,893,732.47  3,055,772.63   sFT  0.99991391   +1 55 28.0
 CR1367;UTM  15      - 3,600,810.220   314,845.722   MT  1.00002275   -1 03 37.5
 CR1367
 CR1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1367!SPC TXNC     -   0.99999013  x   0.99991391  =   0.99990404
 CR1367!UTM  15      -   0.99999013  x   1.00002275  =   1.00001288
 CR1367
 CR1367:                Primary Azimuth Mark                     Grid Az
 CR1367:SPC TXNC     -  GLADPORT AZ MK                           321 32 46.9
 CR1367:UTM  15      -  GLADPORT AZ MK                           324 31 52.4
 CR1367
 CR1367|---------------------------------------------------------------------|
 CR1367| PID    Reference Object                     Distance      Geod. Az  |
 CR1367|                                                           dddmmss.s |
 CR1367| CR1368 GLADPORT AZ MK                      APPROX. 0.5 KM 3232814.9 |
 CR1367|---------------------------------------------------------------------|
 CR1367
 CR1367                          SUPERSEDED SURVEY CONTROL
 CR1367
 CR1367  ELLIP H (07/22/96)   62.93   (m)                       GP(       ) 5 1
 CR1367  NAD 83(1993)-  32 31 45.15445(N)    094 58 17.30355(W) AD(       ) 3
 CR1367  ELLIP H (02/16/96)   63.03   (m)                       GP(       ) 5 1
 CR1367  ELLIP H (01/21/93)   62.80   (m)                       GP(       ) 4 2
 CR1367  NAD 83(1986)-  32 31 45.15785(N)    094 58 17.28666(W) AD(       ) 3
 CR1367  NAD 27      -  32 31 44.64189(N)    094 58 16.50464(W) AD(       ) 3
 CR1367  NGVD 29 (12/08/88)   89.3    (m)          293.     (f) GPS OBS        
 CR1367
 CR1367.Superseded values are not recommended for survey control.
 CR1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1367.See file dsdata.txt to determine how the superseded data were derived.
 CR1367
 CR1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1484600810(NAD 83)
 CR1367_MARKER: I = METAL ROD
 CR1367_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1367_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1367_STAMPING: GLADPORT 1987
 CR1367_MARK LOGO: NGS   
 CR1367_MAGNETIC: I = MARKER IS A STEEL ROD
 CR1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1367+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 CR1367
 CR1367  HISTORY     - Date     Condition        Report By
 CR1367  HISTORY     - 1987     MONUMENTED       NGS
 CR1367  HISTORY     - 19880201 GOOD
 CR1367  HISTORY     - 19941015 GOOD             NGS
 CR1367  HISTORY     - 20040605 GOOD             USPSQD
 CR1367
 CR1367                          STATION DESCRIPTION
 CR1367
 CR1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1367'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF GLADEWATER
 CR1367'AT THE GLADEWATER MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF GLADEWATER
 CR1367'C/O DOUG DRIGGERS, P.O. BOX 551, GLADEWATER, TX 75647.
 CR1367'TELEPHONENUMBER 214-845-2196.
 CR1367'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 CR1367'HIGHWAY 135, WHICH IS ABOUT 3 KM (1.85 MI) SOUTHWEST OF GLADEWATER.
 CR1367'GO NORTHEAST ON U.S. HIGHWAY 271 FOR 0.6 KM (0.35 MI) TO THE AIRPORT
 CR1367'ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.6 KM
 CR1367'(0.35 MI) TO THE AIRPORT OFFICE ON THE RIGHT.  GO WEST ACROSS THE
 CR1367'APRON TO THE TAXIWAY LEADING SOUTHWEST TO THE RUNWAYS AND THE
 CR1367'STATIONON THE RIGHT, IN THE NORTH ANGLE OF THE INTERSECTION OF THE
 CR1367'RUNWAYS.
 CR1367'THE STATION MARK IS 48.8 M (160.1 FT) SOUTHEAST FROM THE CENTER OF
 CR1367'THE TAXIWAY LEADING NORTHEAST FROM THE RUNWAY END, 11.5 M (37.7 FT)
 CR1367'WEST OF THE CENTERLINE OF THE TAXIWAY, 24.7 M (81.0 FT) NORTHEAST OF
 CR1367'THE CENTERLINE OF THE RUNWAY, 8.3 M (27.2 FT) NORTH OF THE VASILIGHT,
 CR1367'AND0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
 CR1367'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1367'DESCRIBED BY B.L.L.
 CR1367
 CR1367                          STATION RECOVERY (1988)
 CR1367
 CR1367'RECOVERED 1988
 CR1367'RECOVERED IN GOOD CONDITION.
 CR1367
 CR1367                          STATION RECOVERY (1994)
 CR1367
 CR1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1367'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF GLADEWATER
 CR1367'AT THE GLADEWATER MUNICIPAL AIRPORT, IN THE NORTHWEST QUADRANT OF THE
 CR1367'JUNCTION OF RUNWAYS 13-31 AND 17-35.  OWNERSHIP--CITY OF GLADEWATER,
 CR1367'C/O SHARON JOHNSON, P.O.  BOX 551, GLADEWATER, TX 75647.  PHONE
 CR1367'903-845-2196.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 271 AND
 CR1367'STATE HIGHWAY 135, ABOUT 3 KM (1.85 MI) SOUTHWEST OF GLADEWATER, GO
 CR1367'NORTHEAST ON HIGHWAY 271 FOR 0.6 KM (0.35 MI) TO THE AIRPORT ENTRANCE
 CR1367'ROAD ON THE LEFT.  TURN LEFT, NORTH, ON ENTRANCE ROAD FOR 0.6 KM (0.35
 CR1367'MI) TO THE AIRPORT OFFICE ON THE RIGHT.  GO WEST ACROSS THE APRON TO
 CR1367'THE TAXIWAY LEADING SOUTHWEST TO THE RUNWAYS.  TURN LEFT, SOUTHWEST,
 CR1367'ALONG TAXI FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE
 CR1367'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 CR1367'GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 CR1367'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 18.5 M (60.7
 CR1367'FT) NORTHEAST OF THE CENTER OF RUNWAY 13-31, 15.8 M (51.8 FT) WEST OF
 CR1367'THE CENTER OF RUNWAY 17-35, 8.1 M (26.6 FT) NORTHWEST OF THE CENTER OF
 CR1367'THE CURVE AT THE INTERSECTION OF THE RUNWAYS, AND 0.3 M (1.0 FT)
 CR1367'SOUTHEAST OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G.  AUG
 CR1367
 CR1367                          STATION RECOVERY (2004)
 CR1367
 CR1367'RECOVERY NOTE BY US POWER SQUADRON 2004 (LSL)
 CR1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1368 ***********************************************************************
 CR1368  SACS        -  This is a Secondary Airport Control Station.
 CR1368  DESIGNATION -  GLADPORT AZ MK
 CR1368  PID         -  CR1368
 CR1368  STATE/COUNTY-  TX/GREGG
 CR1368  USGS QUAD   -  GLADEWATER (1960)
 CR1368
 CR1368                         *CURRENT SURVEY CONTROL
 CR1368  ___________________________________________________________________
 CR1368* NAD 83(1993)-  32 31 58.72196(N)    094 58 29.17472(W)     ADJUSTED  
 CR1368* NAVD 88     -        86.11   (meters)     282.5    (feet)  GPS OBS   
 CR1368  ___________________________________________________________________
 CR1368  X           -    -466,759.536 (meters)                     COMP
 CR1368  Y           -  -5,362,279.978 (meters)                     COMP
 CR1368  Z           -   3,410,439.121 (meters)                     COMP
 CR1368  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CR1368  ELLIP HEIGHT-          59.69  (meters)          (03/15/01) GPS OBS
 CR1368  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CR1368
 CR1368  HORZ ORDER  -  FIRST
 CR1368  ELLP ORDER  -  FIFTH     CLASS I
 CR1368
 CR1368.This mark is at Gladewater Muni (07F) Airport (07F)
 CR1368
 CR1368.The horizontal coordinates were established by GPS observations
 CR1368.and adjusted by the National Geodetic Survey in July 1996..
 CR1368
 CR1368.The orthometric height was determined by GPS observations and a
 CR1368.high-resolution geoid model.
 CR1368
 CR1368.GPS derived orthometric heights for airport stations designated as
 CR1368.PACS or SACS are published to 2 decimal places.  This maintains
 CR1368.centimeter relative accuracy between the PACS and SACS.  It does
 CR1368.not indicate centimeter accuracy relative to other marks which are
 CR1368.part of the NAVD 88 network.
 CR1368
 CR1368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1368
 CR1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1368
 CR1368.The ellipsoidal height was determined by GPS observations
 CR1368.and is referenced to NAD 83.
 CR1368
 CR1368.The geoid height was determined by GEOID03.
 CR1368
 CR1368;                    North         East     Units Scale Factor Converg.
 CR1368;SPC TXNC     - 2,101,621.279   931,077.819   MT  0.99991331   +1 55 21.5
 CR1368;SPC TXNC     - 6,895,069.15  3,054,711.14   sFT  0.99991331   +1 55 21.5
 CR1368;UTM  15      - 3,601,233.982   314,543.804   MT  1.00002413   -1 03 44.3
 CR1368
 CR1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1368!SPC TXNC     -   0.99999063  x   0.99991331  =   0.99990394
 CR1368!UTM  15      -   0.99999063  x   1.00002413  =   1.00001476
 CR1368
 CR1368:                Primary Azimuth Mark                     Grid Az
 CR1368:SPC TXNC     -  GLADPORT                                 141 32 47.0
 CR1368:UTM  15      -  GLADPORT                                 144 31 52.8
 CR1368
 CR1368|---------------------------------------------------------------------|
 CR1368| PID    Reference Object                     Distance      Geod. Az  |
 CR1368|                                                           dddmmss.s |
 CR1368| CR1367 GLADPORT                            APPROX. 0.5 KM 1432808.5 |
 CR1368|---------------------------------------------------------------------|
 CR1368
 CR1368                          SUPERSEDED SURVEY CONTROL
 CR1368
 CR1368  ELLIP H (07/22/96)   59.74   (m)                       GP(       ) 5 1
 CR1368  NAD 83(1993)-  32 31 58.72660(N)    094 58 29.17197(W) AD(       ) 3
 CR1368  ELLIP H (02/16/96)   59.85   (m)                       GP(       ) 5 1
 CR1368  ELLIP H (01/21/93)   59.62   (m)                       GP(       ) 4 2
 CR1368  NAD 83(1986)-  32 31 58.73002(N)    094 58 29.15507(W) AD(       ) 3
 CR1368  NAD 27      -  32 31 58.21441(N)    094 58 28.37267(W) AD(       ) 3
 CR1368  NGVD 29 (12/08/88)   86.1    (m)          282.     (f) GPS OBS        
 CR1368
 CR1368.Superseded values are not recommended for survey control.
 CR1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1368.See file dsdata.txt to determine how the superseded data were derived.
 CR1368
 CR1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1454401234(NAD 83)
 CR1368_MARKER: I = METAL ROD
 CR1368_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1368_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1368_STAMPING: GLADPORT AZ MK 1987
 CR1368_MARK LOGO: NGS   
 CR1368_MAGNETIC: I = MARKER IS A STEEL ROD
 CR1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1368+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 CR1368
 CR1368  HISTORY     - Date     Condition        Report By
 CR1368  HISTORY     - 1987     MONUMENTED       NGS
 CR1368  HISTORY     - 19880202 GOOD
 CR1368  HISTORY     - 19941015 GOOD             NGS
 CR1368  HISTORY     - 20040605 GOOD             USPSQD
 CR1368
 CR1368                          STATION DESCRIPTION
 CR1368
 CR1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1368'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF GLADEWATER
 CR1368'AT THE GLADEWATER MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF GLADEWATER
 CR1368'C/O DOUG DRIGGERS, P.O. BOX 551, GLADEWATER, TX 75647.
 CR1368'TELEPHONENUMBER 214-845-2196.
 CR1368'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 CR1368'HIGHWAY 135, WHICH IS ABOUT 3 KM (1.85 MI) SOUTHWEST OF GLADEWATER.
 CR1368'GO NORTHEAST ON U.S. HIGHWAY 271 FOR 0.6 KM (0.35 MI) TO THE AIRPORT
 CR1368'ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.6 KM
 CR1368'(0.35 MI) TO THE AIRPORT OFFICE ON THE RIGHT.  GO WEST ACROSS THE
 CR1368'APRON TO THE TAXIWAY LEADING SOUTHWEST TO THE RUNWAYS.  CONTINUE
 CR1368'SOUTHWEST ON THE TAXIWAY TO THE RUNWAYS, GO NORTHWEST ALONG THE
 CR1368'NORTHEAST SIDE OF RUNWAY (13-31) TO A TURN AROUND ON THE RIGHT.
 CR1368'BEARRIGHT FOR ABOUT 20 M (65.6 FT) TO THE STATION ON THE LEFT.
 CR1368'THE MARK IS 48.8 M (160.1 FT) SOUTHEAST OF THE CENTER OF THE TAXIWAY
 CR1368'LEADING NORTHEAST FORM THE RUNWAY END, 24.7 M (81.0 FT) NORTHEAST OF
 CR1368'THE CENTERLINE OF THE RUNWAY, 11.5 M (37.7 FT) WEST OF THE CENTERLINE
 CR1368'OF THE TAXIWAY, 8.3 M (27.2 FT) NORTH OF THE VASI LIGHT, AND 0.3 M
 CR1368'(1.0 FT) SOUTHEAST OF A WITNESS POST.
 CR1368'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1368'DESCRIBED BY R.D.B.
 CR1368
 CR1368                          STATION RECOVERY (1988)
 CR1368
 CR1368'RECOVERED 1988
 CR1368'RECOVERED IN GOOD CONDITION.
 CR1368
 CR1368                          STATION RECOVERY (1994)
 CR1368
 CR1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1368'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF GLADEWATER
 CR1368'AT THE GLADEWATER MUNICIPAL AIRPORT, IN THE SOUTHEAST CORNER OF THE
 CR1368'GRASS ISLAND CREATED BY A TURN AROUND AT RUNWAY END 13.
 CR1368'OWNERSHIP--CITY OF GLADEWATER C/O SHARON JOHNSON, P.O.  BOX 551,
 CR1368'GLADEWATER, TX 75647.  PHONE 214-845-2196.  TO REACH FROM THE JUNCTION
 CR1368'OF U.S.  HIGHWAY 271 AND STATE HIGHWAY 135, ABOUT 3 KM (1.85 MI)
 CR1368'SOUTHWEST OF GLADEWATER, GO NORTHEAST ON HIGHWAY 271 FOR 0.6 KM (0.35
 CR1368'MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, NORTH, ON
 CR1368'ENTRANCE ROAD FOR 0.6 KM (0.35 MI) TO THE AIRPORT OFFICE ON THE RIGHT.
 CR1368'GO WEST ACROSS THE APRON TO THE TAXIWAY LEADING SOUTHWEST TO THE
 CR1368'RUNWAYS.  TURN LEFT, SOUTHWEST ALONG THE TAXIWAY FOR 0.1 KM (0.05 MI)
 CR1368'TO THE INTERSECTION OF THE RUNWAYS.  TURN RIGHT, NORTHWEST, ALONG THE
 CR1368'NORTHEAST SIDE OF RUNWAY 13-31 FOR 0.55 KM (0.35 MI) TO A TURN AROUND
 CR1368'ON THE RIGHT.  BEAR RIGHT, NORTH, FOR ABOUT 20 M (65.6 FT) TO THE
 CR1368'STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 CR1368'STAINLESS ROD IN A GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE
 CR1368'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 CR1368'IS 45.9 M (150.6 FT) SOUTHEAST OF THE CENTER OF THE TAXIWAY LEADING
 CR1368'NORTHEAST FROM THE RUNWAY END, 25.9 M (85.0 FT) NORTHEAST OF THE
 CR1368'CENTER OF THE RUNWAY, 12.7 M (41.7 FT) FT) WEST OF THE CENTER OF THE
 CR1368'TAXI, 9.6 M (31.5 FT) NORTH OF THE VASI LIGHT, AND 0.3 M (1.0 FT)
 CR1368'SOUTHEAST OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G.  AUG
 CR1368
 CR1368                          STATION RECOVERY (2004)
 CR1368
 CR1368'RECOVERY NOTE BY US POWER SQUADRON 2004 (LSL)
 CR1368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2299 ***********************************************************************
 AN2299  DESIGNATION -  GLADYS 1934
 AN2299  PID         -  AN2299
 AN2299  STATE/COUNTY-  TX/CALHOUN
 AN2299  USGS QUAD   -  PANTHER POINT (1952)
 AN2299
 AN2299                         *CURRENT SURVEY CONTROL
 AN2299  ___________________________________________________________________
 AN2299* NAD 83(1993)-  28 13 22.42061(N)    096 39 28.34507(W)     ADJUSTED  
 AN2299* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AN2299  ___________________________________________________________________
 AN2299  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AN2299  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN2299
 AN2299  HORZ ORDER  -  THIRD
 AN2299
 AN2299.The horizontal coordinates were established by classical geodetic methods
 AN2299.and adjusted by the National Geodetic Survey in February 1996..
 AN2299
 AN2299.The orthometric height was scaled from a topographic map.
 AN2299
 AN2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2299
 AN2299.The geoid height was determined by GEOID03.
 AN2299
 AN2299;                    North         East     Units Scale Factor Converg.
 AN2299;SPC TXSC     - 4,045,478.538   829,896.254   MT  1.00004992   +1 08 50.8
 AN2299;SPC TXSC     -13,272,540.84  2,722,751.29   sFT  1.00004992   +1 08 50.8
 AN2299;UTM  14      - 3,124,116.332   729,843.821   MT  1.00025205   +1 06 29.1
 AN2299
 AN2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2299!SPC TXSC     -   1.00000375  x   1.00004992  =   1.00005367
 AN2299!UTM  14      -   1.00000375  x   1.00025205  =   1.00025580
 AN2299
 AN2299                          SUPERSEDED SURVEY CONTROL
 AN2299
 AN2299  NAD 83(1986)-  28 13 22.42943(N)    096 39 28.32656(W) AD(       ) 3
 AN2299  NAD 27      -  28 13 21.39700(N)    096 39 27.38800(W) AD(       ) 3
 AN2299
 AN2299.Superseded values are not recommended for survey control.
 AN2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2299.See file dsdata.txt to determine how the superseded data were derived.
 AN2299
 AN2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS2984424116(NAD 83)
 AN2299_MARKER: DS = TRIANGULATION STATION DISK
 AN2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2299_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2299+STABILITY: SURFACE MOTION
 AN2299
 AN2299  HISTORY     - Date     Condition        Report By
 AN2299  HISTORY     - 1934     MONUMENTED       CGS
 AN2299  HISTORY     - 1938     GOOD             CGS
 AN2299  HISTORY     - 1951     GOOD             ATRECO
 AN2299  HISTORY     - 1969     GOOD             CGS
 AN2299  HISTORY     - 1977     GOOD             NGS
 AN2299
 AN2299                          STATION DESCRIPTION
 AN2299
 AN2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2299'STATION IS LOCATED ABOUT 13 MILES SSE OF SEADRIFT, ABOUT
 AN2299'16-1/2 MILES SW OF MATAGORDA LIGHTHOUSE, ON MATAGORDA ISLAND.
 AN2299'IT IS ON A SMALL SAND HILL, 3/4 MILE NW OF GULF BEACH, 1/2
 AN2299'MILE SE OF S SHORE OF SAN ANTONIO BAY, AND ABOUT 2-1/2 MILES
 AN2299'E OF PANTHER POINT.
 AN2299'
 AN2299'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AN2299'
 AN2299'NO REFERENCE MARK WAS SET.
 AN2299'
 AN2299'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--OLD
 AN2299'HOUSE ON BAY SHORE (3 MILES DISTANT), 244 DEG.  OLD HOUSE
 AN2299'ON BAY SHORE (1/2 MILE DISTANT), 261 DEG.
 AN2299'
 AN2299'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AN2299
 AN2299                          STATION RECOVERY (1938)
 AN2299
 AN2299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2299'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THERE IS A
 AN2299'WINDMILL 400 METERS NE OF STATION AND ONE APPROXIMATELY
 AN2299'1 MILE SW.  SMALL SAND HILL IS ONE OF SEVERAL IN VICINITY.
 AN2299
 AN2299                          STATION RECOVERY (1951)
 AN2299
 AN2299'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1951
 AN2299'RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.  IT IS 13
 AN2299'MILES SSE OF SEADRIFT AND IS STAMPED GLADYS 1934.
 AN2299
 AN2299                          STATION RECOVERY (1969)
 AN2299
 AN2299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2299'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 AN2299'COMPLETE NEW DESCRIPTION FOLLOWS--
 AN2299'
 AN2299'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHEAST OF
 AN2299'SEADRIFT, 16-1/2 MILES SOUTHWEST OF MATAGORDA LIGHTHOUSE
 AN2299'AND 14 MILES SOUTH OF MATAGORDA ISLAND AIRFORCE BASE.  IT
 AN2299'IS IN A GRASSY FLAT ALONG THE NORTHWEST SIDE OF THREE LOW
 AN2299'DUNES IN THE SHAPE OF A HALF-MOON, 3 FEET SOUTHWEST OF AN
 AN2299'8-INCH CEDAR POST WHICH PROJECTS ABOUT 2-1/2 FEET, AND 2
 AN2299'FEET SOUTHEAST OF A WITNESS POST WITH SIGN.  THE MARK IS A
 AN2299'STANDARD DISK STAMPED GLADYS 1934, SET IN THE TOP OF A 14 BY
 AN2299'14-INCH CONCRETE POST FLUSH WITH THE GROUND.
 AN2299'
 AN2299'TO REACH THE STATION FROM THE MATAGORDA ISLAND AIRFORCE BASE
 AN2299'BOAT DOCKS, GO SOUTHWESTERLY AROUND THE NORTHWEST END OF
 AN2299'THE RUNWAY, PASSING A SEWAGE TREATMENT PLANT ENROUTE, FOR
 AN2299'1.95 MILES TO HAWES RANCH CAMP ON THE RIGHT.  CONTINUE
 AN2299'SOUTHWESTERLY ON THE MAIN ROAD, PASSING THROUGH BRAVO CHARLIE
 AN2299'BOMBING RANGE, FOR 10.75 MILES TO A GATE AND A SIGN PASTURE
 AN2299'9.  CONTINUE SOUTH ON THE MAIN ROAD FOR 1.5 MILES TO TWO
 AN2299'POSTS ON OPPOSITE SIDES OF THE ROAD, AND THE STATION ABOUT
 AN2299'0.12 MILE TO THE LEFT IN TRUE AZIMUTH OF 152 DEGREES.
 AN2299'
 AN2299'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 AN2299'SOUTH-SOUTHEAST OF SEADRIFT.
 AN2299
 AN2299                          STATION RECOVERY (1977)
 AN2299
 AN2299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2299'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, NO REFERENCE
 AN2299'MARKS WERE SET AT THIS STATION.  STATION IS ON THE PROPERTY OF THE
 AN2299'U.S. AIR FORCE, MR. ROY BELL AND MR. JOE HAWES HAS THE LAND LEASED,
 AN2299'AND KNOW WHERE THE MARK IS LOCATED.  THE 1969 RECOVERY NOTE IS
 AN2299'ADEQUATE.
 AN2299'
 AN2299'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 13 MILES
 AN2299'SSE OF SEADRIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0432 ***********************************************************************
 BA0432  DESIGNATION -  GLASCOCK
 BA0432  PID         -  BA0432
 BA0432  STATE/COUNTY-  TX/BREWSTER
 BA0432  USGS QUAD   -  REED CAMP (1971)
 BA0432
 BA0432                         *CURRENT SURVEY CONTROL
 BA0432  ___________________________________________________________________
 BA0432* NAD 83(1993)-  29 00 19.71725(N)    103 16 33.52685(W)     ADJUSTED  
 BA0432* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 BA0432  ___________________________________________________________________
 BA0432  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 BA0432  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BA0432
 BA0432  HORZ ORDER  -  FIRST
 BA0432
 BA0432.The horizontal coordinates were established by classical geodetic methods
 BA0432.and adjusted by the National Geodetic Survey in February 1996..
 BA0432
 BA0432.The orthometric height was scaled from a topographic map.
 BA0432
 BA0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0432
 BA0432.The geoid height was determined by GEOID03.
 BA0432
 BA0432;                    North         East     Units Scale Factor Converg.
 BA0432;SPC TXSC     - 4,137,519.808   183,518.116   MT  0.99987966   -2 05 41.5
 BA0432;SPC TXSC     -13,574,512.90    602,092.35   sFT  0.99987966   -2 05 41.5
 BA0432;UTM  13      - 3,209,817.695   667,924.133   MT  0.99994798   +0 50 10.2
 BA0432
 BA0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0432!SPC TXSC     -   0.99989783  x   0.99987966  =   0.99977750
 BA0432!UTM  13      -   0.99989783  x   0.99994798  =   0.99984582
 BA0432
 BA0432|---------------------------------------------------------------------|
 BA0432| PID    Reference Object                     Distance      Geod. Az  |
 BA0432|                                                           dddmmss.s |
 BA0432| CH9436 GLASCOCK RM 1                        10.467 METERS 23151     |
 BA0432| CH9435 GLASCOCK AZ MK                                     2601107.2 |
 BA0432| CH9437 GLASCOCK RM 2                         8.684 METERS 32414     |
 BA0432|---------------------------------------------------------------------|
 BA0432
 BA0432                          SUPERSEDED SURVEY CONTROL
 BA0432
 BA0432  NAD 83(1986)-  29 00 19.72253(N)    103 16 33.52265(W) AD(       ) 1
 BA0432  NAD 27      -  29 00 18.97300(N)    103 16 31.89700(W) AD(       ) 1
 BA0432
 BA0432.Superseded values are not recommended for survey control.
 BA0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0432.See file dsdata.txt to determine how the superseded data were derived.
 BA0432
 BA0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN6792409818(NAD 83)
 BA0432_MARKER: DS = TRIANGULATION STATION DISK
 BA0432_SETTING: 0 = UNSPECIFIED SETTING
 BA0432
 BA0432  HISTORY     - Date     Condition        Report By
 BA0432  HISTORY     - 1934     MONUMENTED       CGS
 BA0432
 BA0432                          STATION DESCRIPTION
 BA0432
 BA0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0432'ABOUT 8-1/2 MILES SOUTHWEST OF LINDSEY MINE, 1/2 MILE NORTHEAST
 BA0432'OF GLASCOCK RANCH, 16-1/2 MILES EAST-SOUTHEAST OF CASTOLON
 BA0432'POST OFFICE, 18-1/2 MILES WEST-SOUTHWEST OF SAN VICENTE AND ABOUT
 BA0432'1/2 MILE EAST OF THE RIO GRANDE.  THE MARK IS ON THE HIGHEST AND
 BA0432'MOST NORTHERLY OF SEVERAL GRAVEL KNOLLS IN THE VICINITY.  THE
 BA0432'GRAVEL RIDGE EXTENDS NORTHWEST AND SOUTHEAST, SLOPING SHARP
 BA0432'TO THE EAST, WEST AND NORTH, AND GRADUALLY TO THE SOUTH.
 BA0432'
 BA0432'TO REACH FROM LINDSEY MINE, GO WEST ON MAIN ROAD THROUGH GAP
 BA0432'0.7 MILE.  TAKE LEFT FORK (MAIN ROAD) AND GO 1.7 MILES TO
 BA0432'WHERE A ROAD CROSSES INFROM THE RIGHT, CONTINUE 2.25 MILES TO
 BA0432'FORKS, TAKE RIGHT FORK MAIN ROAD (THE LEFT FORK GOEST TO
 BA0432'WALKERS RANCH) AND GO 2.55 MILES TO FORKS, TAKE LEFT FORK
 BA0432'(UNIMPROVED ROAD) AND GO 2.9 MILES PASSING THROUGH A GATE.
 BA0432'HERE TAKE LEFT FORK (SOUTH) AND GO 0.55 MILE TO WIRE GATE,
 BA0432'(THIS POINT IS 0.4 MILE NORTH OF GLASCOCK RANCH), CONTINUE
 BA0432'0.05 MILE, HERE TURN LEFT THROUGH DRAW AND CONTINUE EAST
 BA0432'ACROSS FLATS ABOUT 0.35 MILE TO THE BASE OF KNOLL AND END OF
 BA0432'TRUCK TRAVEL.  FROM HERE BEAR EAST AND NORTH TO NORTHERLY
 BA0432'KNOLL AND STATION, ABOUT 250 YARDS.
 BA0432'
 BA0432'SURFACE AND REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD
 BA0432'BRONZE DISKS SET IN THE TOP OF A FOUR-INCH GALVANIZED IRON
 BA0432'PIPES, WHICH PROJECT ABOUT 12 INCHES ABOVE THE GROUND.
 BA0432'REFERENCE MARKS ARE ON THE SAME KNOLL AS THE STATION.
 BA0432'
 BA0432'THE AZIMUTH MARK IS OF TH SAME TYPE AND PROJECTS ABOUT 10
 BA0432'INCHES ABOVE THE SURFACE OF GROUND.  IT IS APPROXIMATELY 0.4
 BA0432'MILE WEST OF THE STATION AND ABOUT 3 FEET NORTH OF A WIRE GATE,
 BA0432'WHICH IS 0.4 MILE NORTH OF THE GLASCOCK RANCH.  IT IS ALSO
 BA0432'ABOUT ONE FOOT EAST OF A NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0222 ***********************************************************************
 AP0222  DESIGNATION -  GLASS
 AP0222  PID         -  AP0222
 AP0222  STATE/COUNTY-  TX/MAVERICK
 AP0222  USGS QUAD   -  INDIO TANK (1982)
 AP0222
 AP0222                         *CURRENT SURVEY CONTROL
 AP0222  ___________________________________________________________________
 AP0222* NAD 83(1993)-  28 28 13.43431(N)    100 09 48.46036(W)     ADJUSTED  
 AP0222* NAVD 88     -       260.7    (meters)     855.     (feet)  VERTCON   
 AP0222  ___________________________________________________________________
 AP0222  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AP0222  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 AP0222
 AP0222  HORZ ORDER  -  FIRST
 AP0222
 AP0222.The horizontal coordinates were established by classical geodetic methods
 AP0222.and adjusted by the National Geodetic Survey in February 1996..
 AP0222
 AP0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0222
 AP0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0222
 AP0222.The geoid height was determined by GEOID03.
 AP0222
 AP0222;                    North         East     Units Scale Factor Converg.
 AP0222;SPC TXSC     - 4,071,173.118   486,065.186   MT  0.99997615   -0 34 12.0
 AP0222;SPC TXSC     -13,356,840.47  1,594,698.86   sFT  0.99997615   -0 34 12.0
 AP0222;UTM  14      - 3,149,863.923   386,101.864   MT  0.99976010   -0 33 16.9
 AP0222
 AP0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0222!SPC TXSC     -   0.99996269  x   0.99997615  =   0.99993885
 AP0222!UTM  14      -   0.99996269  x   0.99976010  =   0.99972280
 AP0222
 AP0222|---------------------------------------------------------------------|
 AP0222| PID    Reference Object                     Distance      Geod. Az  |
 AP0222|                                                           dddmmss.s |
 AP0222| CV4103 GLASS RM                             15.830 METERS 03449     |
 AP0222| AP0218 WINDMILL NEAR STA RED NO WHEEL      APPROX.19.7 KM 1393940.1 |
 AP0222| AP0223 WINDMILL                            APPROX. 8.9 KM 1704307.2 |
 AP0222|---------------------------------------------------------------------|
 AP0222
 AP0222                          SUPERSEDED SURVEY CONTROL
 AP0222
 AP0222  NAD 83(1986)-  28 28 13.43034(N)    100 09 48.43755(W) AD(       ) 1
 AP0222  NAD 27      -  28 28 12.48000(N)    100 09 47.20100(W) AD(       ) 1
 AP0222  NGVD 29 (07/19/86)  260.6    (m)          855.     (f) VERT ANG       
 AP0222
 AP0222.Superseded values are not recommended for survey control.
 AP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0222.See file dsdata.txt to determine how the superseded data were derived.
 AP0222
 AP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS8610249864(NAD 83)
 AP0222_MARKER: DS = TRIANGULATION STATION DISK
 AP0222_SETTING: 0 = UNSPECIFIED SETTING
 AP0222
 AP0222  HISTORY     - Date     Condition        Report By
 AP0222  HISTORY     - 1918     MONUMENTED       CGS
 AP0222  HISTORY     - 1937     GOOD             LOCSUR
 AP0222
 AP0222                          STATION DESCRIPTION
 AP0222
 AP0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0222'STATION IS ABOUT 22 MILES SW OF CARRIZO SPRINGS, 2-1/2 MILES
 AP0222'NW OF THE GLASS RANCH HEADQUARTERS, ON A SMALL ROCKY HILL
 AP0222'PRACTICALLY BARE, BUT SURROUNDED AT A DISTANCE OF ABOUT 30
 AP0222'METERS (98 FEET) BY MESQUITE TREES.
 AP0222'
 AP0222'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF CONCRETE.
 AP0222'
 AP0222'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0222'
 AP0222'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0222'CONCRETE, 15.830 METERS (51.93 FEET) FROM THE STATION,
 AP0222'N 34 DEG 49 MIN E.
 AP0222'
 AP0222'TO REACH THE STATION FROM THE GLASS RANCH TAKE THE ROAD TO
 AP0222'THE NW 1-1/2 MILES TO A BOARD GATE.  TURN TO THE RIGHT AND
 AP0222'FOLLOW ALONG THE E SIDE OF THE FENCE ABOUT 3/4 MILE TO A SECOND
 AP0222'BOARD GATE.  PASSING THROUGH THE GATE FOLLOW THE FENCE ON
 AP0222'THE RIGHT UNTIL THE HILL COVERED WITH SMALL WHITE ROCK IS SEEN.
 AP0222
 AP0222                          STATION RECOVERY (1937)
 AP0222
 AP0222'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1937
 AP0222'RECOVERED BY KARGL AERIAL SURVEYS LTD.
 AP0222'
 AP0222'STATION WAS REACHED FROM EAGLE PASS BY FOLLOWING INDIO RANCH
 AP0222'ROAD TO ABOUT 1-1/2 MILES N OF INDIO RANCH, TO ROAD TO LEFT.
 AP0222'THIS ROAD WAS FOLLOWED PAST OLD FARLAND RANCH TO FENCE LINE
 AP0222'RUNNING NE-SW.  FOLLOW NE ALONG FENCE LINE TO POINT OPPOSITE
 AP0222'STATION.
 AP0222'
 AP0222'STATION MARK IS 1,367 FEET NW OF FENCE AND IS IN GOOD CONDITION.
 AP0222'
 AP0222'U.S. ARMY TOPOGRAPHIC SHEET AIDED IN LOCATION OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0899 ***********************************************************************
 BP0899  DESIGNATION -  GLASS
 BP0899  PID         -  BP0899
 BP0899  STATE/COUNTY-  TX/PECOS
 BP0899  USGS QUAD   -  GLASS MOUNTAIN RANCH (1983)
 BP0899
 BP0899                         *CURRENT SURVEY CONTROL
 BP0899  ___________________________________________________________________
 BP0899* NAD 83(1993)-  30 24 51.08483(N)    103 04 12.03648(W)     ADJUSTED  
 BP0899* NAVD 88     -      1668.     (meters)    5472.     (feet)  SCALED    
 BP0899  ___________________________________________________________________
 BP0899  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 BP0899  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 BP0899
 BP0899  HORZ ORDER  -  THIRD
 BP0899
 BP0899.The horizontal coordinates were established by classical geodetic methods
 BP0899.and adjusted by the National Geodetic Survey in February 1996..
 BP0899
 BP0899.The orthometric height was scaled from a topographic map.
 BP0899
 BP0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0899
 BP0899.The geoid height was determined by GEOID03.
 BP0899
 BP0899;                    North         East     Units Scale Factor Converg.
 BP0899;SPC TX C     - 3,086,101.723   437,095.549   MT  0.99993389   -1 24 34.4
 BP0899;SPC TX C     -10,124,985.40  1,434,037.65   sFT  0.99993389   -1 24 34.4
 BP0899;UTM  13      - 3,366,263.453   685,382.425   MT  1.00002398   +0 58 38.4
 BP0899
 BP0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0899!SPC TX C     -   0.99974148  x   0.99993389  =   0.99967539
 BP0899!UTM  13      -   0.99974148  x   1.00002398  =   0.99976546
 BP0899
 BP0899:                Primary Azimuth Mark                     Grid Az
 BP0899:SPC TX C     -  NATION                                   099 31 30.2
 BP0899:UTM  13      -  NATION                                   097 08 17.4
 BP0899
 BP0899|---------------------------------------------------------------------|
 BP0899| PID    Reference Object                     Distance      Geod. Az  |
 BP0899|                                                           dddmmss.s |
 BP0899| BP0858 NATION                              APPROX.10.3 KM 0980655.8 |
 BP0899|---------------------------------------------------------------------|
 BP0899
 BP0899                          SUPERSEDED SURVEY CONTROL
 BP0899
 BP0899  NAD 83(1986)-  30 24 51.07364(N)    103 04 12.04028(W) AD(       ) 3
 BP0899  NAD 27      -  30 24 50.44900(N)    103 04 10.43900(W) AD(       ) 3
 BP0899
 BP0899.Superseded values are not recommended for survey control.
 BP0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0899.See file dsdata.txt to determine how the superseded data were derived.
 BP0899
 BP0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP8538266263(NAD 83)
 BP0899_MARKER: DD = SURVEY DISK
 BP0899_SETTING: 66 = SET IN ROCK OUTCROP
 BP0899_SP_SET: SET IN ROCK OUTCROP
 BP0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0899+STABILITY: POSITION/ELEVATION WELL
 BP0899
 BP0899  HISTORY     - Date     Condition        Report By
 BP0899  HISTORY     - 1919     MONUMENTED       USGS
 BP0899
 BP0899                          STATION DESCRIPTION
 BP0899
 BP0899'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 BP0899'ABOUT 20 MI. NE. OF MARATHON, ABOUT 6 MI. NW. OF DECIE RANCH ON THE
 BP0899'LAST HIGH KNOB ON NE. END OF HIGH RIDGE OF GLASS MOUNTAINS.  POINT IS
 BP0899'ON THE LAST HIGH SPUR RUNNING N., OVERLOOKING COUNTRY TO N-W., AND IS
 BP0899'NOT ON THE HIGHEST PART OF RIDGE.  IT IS 2 MI. W. OF A TANK NEAR THE
 BP0899'TOP OF THE LOWEST PART OF THE RIDGE, FROM WHICH A POOR RD. RUNS NW.
 BP0899'
 BP0899'STATION MARK - BRONZE TABLET IN SOLID ROCK ON HIGHEST PART OF HILL.
 BP0899'CAIRN ABOUT 8 FT. HIGH CENTERED OVER STATION.
 BP0899'
 BP0899'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0788 ***********************************************************************
 CV0788  DESIGNATION -  GLASS
 CV0788  PID         -  CV0788
 CV0788  STATE/COUNTY-  TX/MARTIN
 CV0788  USGS QUAD   -  BIRD RANCH (1966)
 CV0788
 CV0788                         *CURRENT SURVEY CONTROL
 CV0788  ___________________________________________________________________
 CV0788* NAD 83(1993)-  32 18 51.94399(N)    102 10 21.22000(W)     ADJUSTED  
 CV0788* NAVD 88     -       896.5    (meters)    2941.     (feet)  VERTCON   
 CV0788  ___________________________________________________________________
 CV0788  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 CV0788  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CV0788
 CV0788  HORZ ORDER  -  SECOND
 CV0788
 CV0788.The horizontal coordinates were established by classical geodetic methods
 CV0788.and adjusted by the National Geodetic Survey in February 1996..
 CV0788
 CV0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0788
 CV0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0788
 CV0788.The geoid height was determined by GEOID03.
 CV0788
 CV0788;                    North         East     Units Scale Factor Converg.
 CV0788;SPC TXNC     - 2,077,875.854   254,243.757   MT  0.99995477   -2 00 10.8
 CV0788;SPC TXNC     - 6,817,164.36    834,131.39   sFT  0.99995477   -2 00 10.8
 CV0788;UTM  13      - 3,578,801.500   766,197.938   MT  1.00047394   +1 30 44.4
 CV0788
 CV0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0788!SPC TXNC     -   0.99986312  x   0.99995477  =   0.99981789
 CV0788!UTM  13      -   0.99986312  x   1.00047394  =   1.00033699
 CV0788
 CV0788:                Primary Azimuth Mark                     Grid Az
 CV0788:SPC TXNC     -  AIRWAYS BEACON 26                        143 05 10.6
 CV0788:UTM  13      -  AIRWAYS BEACON 26                        139 34 15.4
 CV0788
 CV0788|---------------------------------------------------------------------|
 CV0788| PID    Reference Object                     Distance      Geod. Az  |
 CV0788|                                                           dddmmss.s |
 CV0788| CU1130 AIRWAYS BEACON 26                   APPROX.33.7 KM 1410459.8 |
 CV0788| CH9439 GLASS RM 1                           22.833 METERS 15147     |
 CV0788| CH9440 GLASS RM 2                           25.526 METERS 24531     |
 CV0788| CH9438 GLASS AZ MK                                        3440214.3 |
 CV0788|---------------------------------------------------------------------|
 CV0788
 CV0788                          SUPERSEDED SURVEY CONTROL
 CV0788
 CV0788  NAD 83(1986)-  32 18 51.95055(N)    102 10 21.21169(W) AD(       ) 2
 CV0788  NAD 27      -  32 18 51.54800(N)    102 10 19.67600(W) AD(       ) 2
 CV0788  NGVD 29 (07/19/86)  896.1    (m)         2940.     (f) VERT ANG       
 CV0788
 CV0788.Superseded values are not recommended for survey control.
 CV0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0788.See file dsdata.txt to determine how the superseded data were derived.
 CV0788
 CV0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR6619878802(NAD 83)
 CV0788_MARKER: DS = TRIANGULATION STATION DISK
 CV0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0788
 CV0788  HISTORY     - Date     Condition        Report By
 CV0788  HISTORY     - 1935     MONUMENTED       CGS
 CV0788  HISTORY     - 1935     GOOD             CGS
 CV0788  HISTORY     - 1938     MARK NOT FOUND   TXHD
 CV0788  HISTORY     - 1944     GOOD             LOCENG
 CV0788  HISTORY     - 1966     GOOD             USGS
 CV0788  HISTORY     - 1970     GOOD             NGS
 CV0788
 CV0788                          STATION DESCRIPTION
 CV0788
 CV0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0788'STATION IS ABOUT 23 MILES N OF MIDLAND, ON A HIGH RIDGE OF
 CV0788'PASTURE LAND OWNED BY COWDEN AND GLASS OF MIDLAND, 1 MILE
 CV0788'S BY SECTION-LINE ROAD FROM THEIR WHITE HOUSE, 1.9 MILES NNW
 CV0788'BY ROAD FROM THE MOORE HILL SCHOOLHOUSE, WHICH IS VISIBLE
 CV0788'AND BEARS 146 DEG MAGNETIC FROM THE STATION, 49-1/2 FEET W
 CV0788'OF THE MAIN ROAD FROM MIDLAND N TO THE COWDEN AND GLASS RANCH,
 CV0788'WHICH ROAD IS KNOWN AS THE BOILER LANE ROAD.  THE MARK PROJECTS
 CV0788'2 INCHES.
 CV0788'
 CV0788'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0788'BRONZE DISKS SET IN CONCRETE.
 CV0788'
 CV0788'REFERENCE MARK NO. 1 IS SE OF THE STATION.  IT IS 35 FEET W OF
 CV0788'THE CENTER LINE OF THE BOILER LANE ROAD, AND IT PROJECTS 7
 CV0788'INCHES.
 CV0788'
 CV0788'REFERENCE MARK NO. 2 IS WSW OF THE STATION.  IT PROJECTS 8
 CV0788'INCHES.
 CV0788'
 CV0788'AZIMUTH MARK IS N OF THE STATION, 2 FEET E AND 1 FOOT S OF A
 CV0788'FENCE CORNER POST, 32 FEET N OF A TRACK ROAD INTERSECTION, 20
 CV0788'FEET W OF A TRACK ROAD, AND IT PROJECTS 10 INCHES.
 CV0788'
 CV0788'REACHED FROM THE SCHARBAUER HOTEL IN MIDLAND BY DRIVING
 CV0788'EASTERLY ON PAVED U.S. HIGHWAY 80 FOR 0.5 MILE.  LEAVE U.S.
 CV0788'HIGHWAY 80 BETWEEN A LARGE WHITE SINCLAIR SERVICE STATION AND
 CV0788'A HUMBLE WAREHOUSE.  TURN LEFT AND DRIVE N ON A GRADED ROAD
 CV0788'(BOILER LANE ROAD) FOR 20.8 MILES TO THE MOORE HILL (LIGHT GRAY)
 CV0788'SCHOOLHOUSE ON THE E SIDE OF ROAD.  CONTINUE N FOR 0.7 MILE
 CV0788'TO A RED BOARD GATE.  PASS THROUGH THE GATE AND CONTINUE ON
 CV0788'MAIN ROAD, WHICH HERE BEARS NORTHWESTERLY FOR ABOUT 1/2 MILE
 CV0788'AND THEN STRAIGHTENS OUT, FOR 1.2 MILES TO THE STATION.
 CV0788'
 CV0788'NO STATIONS ARE VISIBLE FROM THE GROUND.
 CV0788'
 CV0788'A 40-FOOT STAND WILL CLEAR ALL LINES.
 CV0788
 CV0788                          STATION RECOVERY (1935)
 CV0788
 CV0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0788'STATION IS IN GOOD CONDITION.  OLD ROAD PASSING NEAR STATION
 CV0788'GLASS HAS BEEN CHANGED.  TO REACH STATION FROM MOORE HILL
 CV0788'SCHOOL, CONTINUE N ON NEW ROAD FOR APPROXIMATELY 3 MILE WHERE
 CV0788'ROAD INTERSECTS STANTON-ANDREWS ROAD.  TURN LEFT 0.2 MILE,
 CV0788'THENCE S. ON OLD BOILER LANE ROAD 0.4 MILE TO STATION.  STATION
 CV0788'GLASS AND REFERENCE MARKS 1 AND 2 ARE APPROXIMATELY 0.2 MILE
 CV0788'N OF WINDMILL, AZIMUTH MARK IS 0.8 MILE N OF STATION, 0.2
 CV0788'MILE S. OF RANCH HOUSE ON JOHN MAYBEE RANCH.
 CV0788
 CV0788                          STATION RECOVERY (1938)
 CV0788
 CV0788'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0788'STATION GLASS COULD NOT BE RECOVERED.  CULTURAL IMPROVEMENTS
 CV0788'WERE SUCH, COULD NOT LOCATE STATION.
 CV0788
 CV0788                          STATION RECOVERY (1944)
 CV0788
 CV0788'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (WB)
 CV0788'STATION, REFERENCE MARKS, AND AZIMUTH MARK FOUND IN GOOD
 CV0788'CONDITION.
 CV0788
 CV0788                          STATION RECOVERY (1966)
 CV0788
 CV0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CV0788'STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND IN GOOD
 CV0788'CONDITION.  REACHED FROM MIDLAND, DRIVE 23.9 MILES N ON STATE
 CV0788'HWY 349 TO JUNCTION OF STATE HWY 349 AND 178.  STATION IS 2230
 CV0788'FEET SW OF ROAD JUNCTION.  1035 FEET W OF HWY 349 AND 40 FEET E OF
 CV0788'SINGLE POLE POWER LINE AND 260 FEET W OF UNDERGROUND WATER
 CV0788'PIPELINE.  THE PASTURE LAND IS PRESENTLY OWNED BY THE MABEE
 CV0788'RANCHES.
 CV0788'
 CV0788'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NW CORNER
 CV0788'OF MARTIN COUNTY, 23 MI. N OF MIDLAND.
 CV0788
 CV0788                          STATION RECOVERY (1970)
 CV0788
 CV0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CV0788'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 CV0788'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THERE WERE
 CV0788'SMALL DIFFERENCES IN THE MEASUREMENTS TO THE R.M.S, THE GROUND
 CV0788'HAD ERODED AWAY FROM THE AZIMUTH MARK ABOUT 4-INCHES - IT
 CV0788'HAS BEEN RE-FILLED.
 CV0788'
 CV0788'A NEW DESCRIPTION FOLLOWS--
 CV0788'
 CV0788'THE STATION IS LOCATED ABOUT 23 MILES NORTH-NORTHWEST OF MIDLAND,
 CV0788'IN PASTURE LAND ON THE MABEE RANCH OPERATED BY MR. GUY MABEE OF
 CV0788'MIDLAND.  IT IS IN THE SOUTHWEST QUADRANT FORMED BY THE
 CV0788'INTERSECTION OF STATE HIGHWAYS 349 AND 176, ABOUT 0.4 MILE SOUTH OF
 CV0788'THE INTERSECTION, AND 260 FEET WEST OF THE WATER PIPE
 CV0788'LINE.  THE U.S.G.S. GAVE MEASUREMENTS OF 2230 FEET
 CV0788'SOUTHWEST OF ROAD JUNCTION AND 1035 FEET WEST OF HIGHWAY
 CV0788'349.  THE AZIMUTH MARK IS IN THE NORTHWEST QUADRANT FORMED
 CV0788'BY THE HIGHWAY INTERSECTION.
 CV0788'
 CV0788'THE STATION MARK IS A STANDARD DISK STAMPED GLASS 1935, SET
 CV0788'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT
 CV0788'IS 259 FEET WEST OF THE APPROXIMATE CENTER OF THE CONCRETE
 CV0788'HOUSING OVER THE WATER PIPE LINE (THE HOUSING IS 4.4 FEET
 CV0788'IN DIAMETER AND PROJECTS 12-INCHES), 194 FEET SOUTH-SOUTHEAST
 CV0788'OF A SINGLE POWER POLE, 155 FEET NORTH-NORTHEAST OF ANOTHER
 CV0788'POWER POLE, AND 3.5 FEET SOUTH OF A METAL WITNESS POST.
 CV0788'
 CV0788'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GLASS NO 1
 CV0788'1935, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 CV0788'IT IS 139 FEET NORTHEAST OF A POWER POLE, AND 1.5 FEET NORTH
 CV0788'OF A METAL WITNESS POST.
 CV0788'
 CV0788'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GLASS NO 2 1935,
 CV0788'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT
 CV0788'IS 92 FEET NORTH OF A POWER POLE, 7 FEET WEST OF BEING ON LINE
 CV0788'WITH THE POWER POLES, AND 1.1 FOOT EAST OF A METAL WITNESS POST.
 CV0788'
 CV0788'THE PIPE LINE SIGN POST IS A 3-INCH IRON PIPE SET IN CONCRETE,
 CV0788'AND PROJECTING 4-FEET.  THE PIPE IS CLOSED BY A FLAT DISK WELDED
 CV0788'TO THE TOP, A PUNCH MARK WAS MADE AT THE APPROXIMATE CENTER OF
 CV0788'THE DISK.  THE POST IS 1.5 FEET WEST OF THE CONCRETE HOUSING.
 CV0788'DISTANCE AND DIRECTION WERE MEASURED TO THE PUNCH MARK.
 CV0788'
 CV0788'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CV0788'GLASS AZIMUTH 1935, SET IN A SQUARE CONCRETE MONUMENT WHICH
 CV0788'PROJECTS 12-INCHES.  IT IS APPROXIMATELY 0.4 MILE NORTHWEST OF
 CV0788'THE HIGHWAY INTERSECTION, 274 FEET EAST OF CENTER OF GRADED
 CV0788'RANCH ROAD, 31 FEET WEST OF A FENCE AND WIRE GATE, AND 1.5
 CV0788'FEET SOUTH OF A METAL WITNESS POST.
 CV0788'
 CV0788'TO REACH THE STATION FROM THE MIDLAND COUNTY COURTHOUSE IN
 CV0788'MIDLAND, GO WEST ON WALL STREET (BUSINESS U.S. HIGHWAY 80)
 CV0788'FOR 0.15 MILE TO THE INTERSECTION WITH STATE HIGHWAY 349, TURN
 CV0788'RIGHT, NORTH, AND FOLLOW HIGHWAY 349 NORTHERLY FOR 23.65 MILES
 CV0788'TO THE INTERSECTION WITH STATE HIGHWAY 176, PASS THRU THE
 CV0788'UNDERPASS THEN TURN LEFT AND GO WEST ON HIGHWAY 176 FOR 0.4
 CV0788'MILE TO A CATTLE GUARD ON THE RIGHT *(LEADING TO THE AZIMUTH
 CV0788'MARK AND THE RANCH FOREMANS HOUSE), AND A BOARD GATE ABOUT 100
 CV0788'FEET FURTHER WEST ON THE LEFT, TURN LEFT, SOUTH, THRU THE
 CV0788'BOARD GATE, THEN TURN HARD LEFT AND FOLLOW EAST ALONG THE
 CV0788'SOUTH SIDE OF THE RIGHT-OF-WAY FENCE FOR 0.3 MILE TO THE
 CV0788'MIDLAND WATER SUPPLY PIPE LINE AND A LOCKED METAL GATE ON
 CV0788'THE LEFT IN THE R.O.W. FENCE LINE, CROSS THE PIPE LINE AND
 CV0788'TURN RIGHT, SOUTH, AND FOLLOW ALONG THE EAST SIDE OF THE PIPE
 CV0788'LINE FOR 0.15 MILE TO WHERE A POWER LINE CROSSES OVER THE
 CV0788'WATER LINE, CONTINUE SOUTH ALONG THE PIPE LINE FOR 0.2
 CV0788'MILE TO THE CONCRETE HOUSING AT THE TOP OF A SMALL GRADE AND
 CV0788'THE STATION ON THE RIGHT AS DESCRIBED.
 CV0788'
 CV0788'*TO REACH THE AZIMUTH MARK FROM THE CATTLE GUARD, CROSS CATTLE
 CV0788'GUARD AND GO NORTH ON GRADED RANCH ROAD FOR 0.3 MILE AND THE
 CV0788'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  THE RANCH HOUSE YARD
 CV0788'IS 0.2 MILE NORTH OF THIS POINT.  AN 18-FOOT TARGET WAS USED
 CV0788'AT THE AZIMUTH MARK, DUE TO THE HIGHWAY OVERPASS APPROACH.
 CV0788'
 CV0788'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 23
 CV0788'MILES NORTH OF MIDLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0511 ***********************************************************************
 BO0511  DESIGNATION -  GLASSCOCK
 BO0511  PID         -  BO0511
 BO0511  STATE/COUNTY-  TX/CROCKETT
 BO0511  USGS QUAD   -  OZONA SE (1982)
 BO0511
 BO0511                         *CURRENT SURVEY CONTROL
 BO0511  ___________________________________________________________________
 BO0511* NAD 83(1993)-  30 35 52.11047(N)    101 00 24.39464(W)     ADJUSTED  
 BO0511* NAVD 88     -       740.     (meters)    2428.     (feet)  SCALED    
 BO0511  ___________________________________________________________________
 BO0511  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 BO0511  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 BO0511
 BO0511  HORZ ORDER  -  SECOND
 BO0511
 BO0511.The horizontal coordinates were established by classical geodetic methods
 BO0511.and adjusted by the National Geodetic Survey in February 1996..
 BO0511
 BO0511.The orthometric height was scaled from a topographic map.
 BO0511
 BO0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0511
 BO0511.The geoid height was determined by GEOID03.
 BO0511
 BO0511;                    North         East     Units Scale Factor Converg.
 BO0511;SPC TX C     - 3,103,417.604   635,421.418   MT  0.99990639   -0 20 48.7
 BO0511;SPC TX C     -10,181,795.92  2,084,711.77   sFT  0.99990639   -0 20 48.7
 BO0511;UTM  14      - 3,386,745.862   307,602.549   MT  1.00005666   -1 01 18.4
 BO0511
 BO0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0511!SPC TX C     -   0.99988747  x   0.99990639  =   0.99979387
 BO0511!UTM  14      -   0.99988747  x   1.00005666  =   0.99994412
 BO0511
 BO0511:                Primary Azimuth Mark                     Grid Az
 BO0511:SPC TX C     -  GLASSCOCK AZ MK                          141 45 57.1
 BO0511:UTM  14      -  GLASSCOCK AZ MK                          142 26 26.8
 BO0511
 BO0511|---------------------------------------------------------------------|
 BO0511| PID    Reference Object                     Distance      Geod. Az  |
 BO0511|                                                           dddmmss.s |
 BO0511| CH9441 GLASSCOCK AZ MK                                    1412508.4 |
 BO0511| CH9442 GLASSCOCK RM 1                       28.924 METERS 14239     |
 BO0511| CH9443 GLASSCOCK RM 2                       27.068 METERS 23544     |
 BO0511|---------------------------------------------------------------------|
 BO0511
 BO0511                          SUPERSEDED SURVEY CONTROL
 BO0511
 BO0511  NAD 83(1986)-  30 35 52.11406(N)    101 00 24.38256(W) AD(       ) 2
 BO0511  NAD 27      -  30 35 51.47300(N)    101 00 23.01200(W) AD(       ) 2
 BO0511
 BO0511.Superseded values are not recommended for survey control.
 BO0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0511.See file dsdata.txt to determine how the superseded data were derived.
 BO0511
 BO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU0760386746(NAD 83)
 BO0511_MARKER: DS = TRIANGULATION STATION DISK
 BO0511_SETTING: 0 = UNSPECIFIED SETTING
 BO0511
 BO0511  HISTORY     - Date     Condition        Report By
 BO0511  HISTORY     - 1943     MONUMENTED       CGS
 BO0511  HISTORY     - 1944     GOOD             CGS
 BO0511
 BO0511                          STATION DESCRIPTION
 BO0511
 BO0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0511'STATION IS LOCATED ABOUT 10 MILES (AIR LINE) SE OF OZONA, 6
 BO0511'MILES S OF U.S. HIGHWAY 290, ON A SMOOTH, BRUSH-COVERED
 BO0511'BENCH WHICH IS THE HIGHEST PLACE IN THE IMMEDIATE VICINITY.
 BO0511'THE LAND IS OWNED BY MR. ED. GLASSCOCK.
 BO0511'
 BO0511'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 BO0511'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS NEAR A
 BO0511'WHITE WOODEN WITNESS POST AND IS STAMPED GLASSCOCK 1943.
 BO0511'
 BO0511'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 BO0511'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 BO0511'OF THE GROUND.  IT IS AT APPROXIMATELY THE SAME ELEVATION AS THE
 BO0511'STATION AND IS STAMPED GLASSCOCK NO 1 1943.
 BO0511'
 BO0511'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 BO0511'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND.
 BO0511'IT IS AT THE SAME ELEVATION AS THE STATION AND IS STAMPED
 BO0511'GLASSCOCK NO 2 1943.
 BO0511'
 BO0511'AZIMUTH MARK IS AT THE BASE OF A WINDMILL.  IT IS A BRONZE
 BO0511'AZIMUTH DISK CEMENTED IN A DRILL HOLE IN THE BASE OF THE SW LEG
 BO0511'OF THE WINDMILL TOWER AND IS FLUSH WITH THE GROUND.  IT IS
 BO0511'STAMPED GLASSCOCK 1943.
 BO0511'
 BO0511'STATION IS A DRIVE STATION.  (EDITORS NOTE--TO REACH, SEE 1944
 BO0511'RECOVERY WHICH IS BASED ON 1943 DIRECTIONS BUT IS MORE DETAILED.)
 BO0511'
 BO0511'A 77-FOOT STEEL TOWER WAS USED FOR ALL OBSERVATIONS.
 BO0511
 BO0511                          STATION RECOVERY (1944)
 BO0511
 BO0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0511'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED
 BO0511'IN GOOD CONDITION AS DESCRIBED.
 BO0511'
 BO0511'STATION IS LOCATED 24 MILES W OF SONORA.  IT IS ON A HIGH
 BO0511'MESA WITH SCATTERED BRUSH.  ON THE RANCH OF ED. GLASSCOCK.
 BO0511'
 BO0511'STATION MARK PROJECTS ABOUT 2 INCHES ABOVE GROUND.  IT IS 6 FEET
 BO0511'N OF A WHITE WOODEN WITNESS POST.
 BO0511'
 BO0511'AZIMUTH MARK IS SET IN THE IRREGULAR MASS OF CONCRETE THAT
 BO0511'IS THE FOOTING FOR THE SW LEG OF THE WINDMILL TOWER, 8 INCHES
 BO0511'SW OF THE TOWER LEG.  ONE MAN-HOUR CLEARING OF BRUSH REQUIRED TO
 BO0511'SEE MARK FROM GROUND AT STATION.
 BO0511'
 BO0511'TO REACH STATION FROM OZONA, GO E ON U.S. HIGHWAY 290, TOWARD
 BO0511'SONORA, FOR 18.1 MILES TO A BOARD GATE ON RIGHT, AND DIRT
 BO0511'ROAD LEADING S.  THIS GATE IS 1.7 MILES E OF A SERVICE STATION,
 BO0511'ABOUT 100 FEET E OF POWER-TRANSMISSION LINE CROSSING HIGHWAY,
 BO0511'AT SIGN W.C. GLASSCOCK RANCH 11 MILES.  TURN RIGHT THROUGH THIS
 BO0511'GATE AND FOLLOW GRADED ROAD S FOR 2.7 MILES TO THE GLASSCOCK
 BO0511'RANCH.  KEEP STRAIGHT AHEAD ON A GRADED DIRT ROAD, SW, 2.3
 BO0511'MILES TO A TRACK ROAD LEADING RIGHT JUST AFTER COMING DOWN A
 BO0511'STEEP GRADE INTO A FLAT DRAW.  TURN RIGHT AND FOLLOW THIS
 BO0511'TRACK ROAD SSW 0.2 MILE.  TAKE RIGHT FORK 0.25 MILE TO SOME
 BO0511'SHEEP CORRALS.  HERE GO THROUGH GATE (MAIN ROAD) INTO FIRST
 BO0511'CORRAL, BEAR DIAGONALLY ACROSS CORRAL, PASS THROUGH TWO
 BO0511'GATES INTO ANOTHER CORRAL, KEEP TO LEFT OF WINDMILL AND
 BO0511'CONCRETE WATER TANK, THENCE OUT OF GATE AT FAR END OF
 BO0511'CORRALS.  FOLLOW TRACK ROAD W ALONG THE RIGHT SIDE OF A
 BO0511'WASH FOR 0.2 MILE TO FORKS.  TAKE LEFT FORK ACROSS THE WASH.
 BO0511'THENCE SW ALONG TRACK ROAD FOR 2.3 MILES TO A WINDMILL ON
 BO0511'TOP OF FLAT TABLELAND.  AZIMUTH MARK IS HERE.  BEAR CROSS
 BO0511'COUNTY S 69 DEG 30 MIN E TO HIGHEST POINT OF
 BO0511'MESA AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1883 ***********************************************************************
 FL1883  DESIGNATION -  GLAZIER
 FL1883  PID         -  FL1883
 FL1883  STATE/COUNTY-  TX/HEMPHILL
 FL1883  USGS QUAD   -  LAKE MARVIN (1972)
 FL1883
 FL1883                         *CURRENT SURVEY CONTROL
 FL1883  ___________________________________________________________________
 FL1883* NAD 83(1993)-  35 59 21.39893(N)    100 14 10.62300(W)     ADJUSTED  
 FL1883* NAVD 88     -       801.     (meters)    2628.     (feet)  SCALED    
 FL1883  ___________________________________________________________________
 FL1883  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FL1883  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 FL1883
 FL1883  HORZ ORDER  -  FIRST
 FL1883
 FL1883.The horizontal coordinates were established by classical geodetic methods
 FL1883.and adjusted by the National Geodetic Survey in February 1996..
 FL1883
 FL1883.The orthometric height was scaled from a topographic map.
 FL1883
 FL1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1883
 FL1883.The geoid height was determined by GEOID03.
 FL1883
 FL1883;                    North         East     Units Scale Factor Converg.
 FL1883;SPC TX N     - 1,221,417.034   313,949.097   MT  0.99996050   +0 43 56.5
 FL1883;SPC TX N     - 4,007,265.72  1,030,014.66   sFT  0.99996050   +0 43 56.5
 FL1883;UTM  14      - 3,983,465.744   388,558.866   MT  0.99975303   -0 43 35.6
 FL1883
 FL1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1883!SPC TX N     -   0.99987867  x   0.99996050  =   0.99983918
 FL1883!UTM  14      -   0.99987867  x   0.99975303  =   0.99963173
 FL1883
 FL1883|---------------------------------------------------------------------|
 FL1883| PID    Reference Object                     Distance      Geod. Az  |
 FL1883|                                                           dddmmss.s |
 FL1883| CK9723 GLAZIER RM 1                          9.440 METERS 00712     |
 FL1883| CK9724 GLAZIER RM 2                         12.997 METERS 14202     |
 FL1883| CK9722 GLAZIER AZ MK                                      3134715.5 |
 FL1883| GK0995 TUBBS                               APPROX.12.1 KM 3141540.2 |
 FL1883|---------------------------------------------------------------------|
 FL1883
 FL1883                          SUPERSEDED SURVEY CONTROL
 FL1883
 FL1883  NAD 83(1993)-  35 59 21.39912(N)    100 14 10.62301(W) AD(       ) 1
 FL1883  NAD 83(1986)-  35 59 21.40518(N)    100 14 10.61135(W) AD(       ) 1
 FL1883  NAD 27      -  35 59 21.25400(N)    100 14 09.14300(W) AD(       ) 1
 FL1883
 FL1883.Superseded values are not recommended for survey control.
 FL1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1883.See file dsdata.txt to determine how the superseded data were derived.
 FL1883
 FL1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8855983466(NAD 83)
 FL1883_MARKER: DS = TRIANGULATION STATION DISK
 FL1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1883
 FL1883  HISTORY     - Date     Condition        Report By
 FL1883  HISTORY     - 1952     MONUMENTED       CGS
 FL1883  HISTORY     - 1972     GOOD             USGS
 FL1883
 FL1883                          STATION DESCRIPTION
 FL1883
 FL1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1883'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF CANADIAN.
 FL1883'2 MILES SOUTHEAST OF GLAZIER.  1/3 MILE SOUTH OF AN EAST-WEST
 FL1883'FENCE LINE AND ON THE SUMMIT OF A SMALL, SANDY KNOLL WHICH IS
 FL1883'PARTIALLY COVERED WITH BRUSH AND IS THE HIGHEST POINT IN THE
 FL1883'IMMEDIATE VICINITY.
 FL1883'
 FL1883'TO REACH THE STATION FROM DOCS PLACE ON U.S. HIGHWAY 60 IN
 FL1883'GLAZIER.  GO SOUTH ON THE DIRT ROAD FOR 0.2 MILE TO THE RAILROAD
 FL1883'TRACKS AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE
 FL1883'MAIN TRAVELED ROAD FOR 0.05 MILE TO A CATTLE GUARD.  PASS
 FL1883'THROUGH THE CATTLE GUARD AND FOLLOW THE MAIN TRAVELED ROAD
 FL1883'SOUTHEAST FOR 0.6 MILE TO A SET OF RANCH BUILDINGS KNOWN AS THE
 FL1883'HUGHES PLACE.  PASS THROUGH THE WIRE GATE SOUTHWEST OF THE
 FL1883'RANCH HOUSE AND FOLLOW THE TRACK ROAD SOUTHEASTERLY FOR 1.1
 FL1883'MILES TO A WIRE GATE IN AN EAST-WEST FENCE LINE.  PASS
 FL1883'THROUGH THE GATE AND BEAR LEFT ON THE TRACK ROAD, UP A STEEP
 FL1883'BANK AND THEN BEAR SOUTHEAST ON THE TRACK ROAD FOR 1.4
 FL1883'MILES.  HERE TURN RIGHT OFF THE TRACK ROAD AND GO 0.05 MILE TO
 FL1883'THE TOP OF THE KNOLL AND STATION SITE.
 FL1883'
 FL1883'THE STATION MARK, STAMPED GLAZIER 1952, IS A BRONZE DISK SET
 FL1883'IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 3
 FL1883'FEET EAST OF A WHITE WITNESS POST.
 FL1883'
 FL1883'REFERENCE MARK NO. 1, STAMPED GLAZIER NO 1 1952, IS A BRONZE
 FL1883'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 FL1883'IS 1 FOOT LOWER THAN THE STATION.
 FL1883'
 FL1883'REFERENCE MARK NO. 2, STAMPED GLAZIER NO 2 1952, IS A BRONZE
 FL1883'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 FL1883'IS 2 FEET LOWER THAN THE STATION.
 FL1883'
 FL1883'THE AZIMUTH MARK, STAMPED GLAZIER 1952, IS A BRONZE DISK SET IN A
 FL1883'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 10.8 METERS
 FL1883'SOUTH OF THE NEAREST RAIL OF THE RAILROAD.  30 FEET EAST OF THE
 FL1883'CENTER OF A DIRT ROAD.  7.4 METERS SOUTHEAST OF A RAILROAD
 FL1883'CROSSING SIGN.  2 FEET EAST OF A WHITE WITNESS POST AND ABOUT
 FL1883'3 FEET HIGHER THAN THE RAILROAD.
 FL1883
 FL1883                          STATION RECOVERY (1972)
 FL1883
 FL1883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RCN)
 FL1883'DESCRIPTION SHOULD READ--PASS THROUGH THE GATE AND BEAR LEFT ON
 FL1883'THE TRACK ROAD, UP A STEEP BANK AND THEN BEAR SOUTHEAST ON
 FL1883'THE TRACK ROAD FOR 0.5 MILE.  HERE TURN RIGHT OFF THE TRACK
 FL1883'ROAD AND GO 0.05 MILE TO THE TOP OF THE KNOLL AND STATION SITE.
 FL1883'
 FL1883'THE AZIMUTH MARK WAS FOUND UPROOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2809 ***********************************************************************
 AB2809  PACS        -  This is a Primary Airport Control Station.
 AB2809  DESIGNATION -  GLE A
 AB2809  PID         -  AB2809
 AB2809  STATE/COUNTY-  TX/COOKE
 AB2809  USGS QUAD   -  GAINESVILLE NORTH (1978)
 AB2809
 AB2809                         *CURRENT SURVEY CONTROL
 AB2809  ___________________________________________________________________
 AB2809* NAD 83(1993)-  33 39 03.75624(N)    097 12 11.60799(W)     ADJUSTED  
 AB2809* NAVD 88     -       246.56   (meters)     808.9    (feet)  GPS OBS   
 AB2809  ___________________________________________________________________
 AB2809  X           -    -666,441.465 (meters)                     COMP
 AB2809  Y           -  -5,273,040.869 (meters)                     COMP
 AB2809  Z           -   3,514,414.631 (meters)                     COMP
 AB2809  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AB2809  ELLIP HEIGHT-         221.08  (meters)          (10/24/00) GPS OBS
 AB2809  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AB2809
 AB2809  HORZ ORDER  -  B
 AB2809  ELLP ORDER  -  FOURTH    CLASS II
 AB2809
 AB2809.This mark is at Gainesville Muni (GLE) Airport (GLE)
 AB2809
 AB2809.The horizontal coordinates were established by GPS observations
 AB2809.and adjusted by the National Geodetic Survey in February 1996..
 AB2809
 AB2809.The orthometric height was determined by GPS observations and a
 AB2809.high-resolution geoid model.
 AB2809
 AB2809.GPS derived orthometric heights for airport stations designated as
 AB2809.PACS or SACS are published to 2 decimal places.  This maintains
 AB2809.centimeter relative accuracy between the PACS and SACS.  It does
 AB2809.not indicate centimeter accuracy relative to other marks which are
 AB2809.part of the NAVD 88 network.
 AB2809
 AB2809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2809
 AB2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2809
 AB2809.The ellipsoidal height was determined by GPS observations
 AB2809.and is referenced to NAD 83.
 AB2809
 AB2809.The geoid height was determined by GEOID03.
 AB2809
 AB2809;                    North         East     Units Scale Factor Converg.
 AB2809;SPC TXNC     - 2,220,794.671   720,278.179   MT  0.99992721   +0 42 26.1
 AB2809;SPC TXNC     - 7,286,057.18  2,363,112.66   sFT  0.99992721   +0 42 26.1
 AB2809;UTM  14      - 3,724,913.409   666,614.365   MT  0.99994224   +0 59 45.2
 AB2809
 AB2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2809!SPC TXNC     -   0.99996529  x   0.99992721  =   0.99989251
 AB2809!UTM  14      -   0.99996529  x   0.99994224  =   0.99990754
 AB2809
 AB2809|---------------------------------------------------------------------|
 AB2809| PID    Reference Object                     Distance      Geod. Az  |
 AB2809|                                                           dddmmss.s |
 AB2809| DN1446 GAINPORT                            194.676 METERS 12625     |
 AB2809|---------------------------------------------------------------------|
 AB2809
 AB2809                          SUPERSEDED SURVEY CONTROL
 AB2809
 AB2809  ELLIP H (02/20/96)  221.14   (m)                       GP(       ) 1 1
 AB2809
 AB2809.Superseded values are not recommended for survey control.
 AB2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2809.See file dsdata.txt to determine how the superseded data were derived.
 AB2809
 AB2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6661424913(NAD 83)
 AB2809_MARKER: I = METAL ROD
 AB2809_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2809_STAMPING: GLE A 1994
 AB2809_MARK LOGO: NGS   
 AB2809_PROJECTION: FLUSH
 AB2809_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2809+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 AB2809_ROD/PIPE-DEPTH: 3.66 meters
 AB2809_SLEEVE-DEPTH  : 1 meters
 AB2809
 AB2809  HISTORY     - Date     Condition        Report By
 AB2809  HISTORY     - 1994     MONUMENTED       NGS
 AB2809  HISTORY     - 19970305 GOOD             NGS
 AB2809  HISTORY     - 19990401 GOOD             TXDOT
 AB2809  HISTORY     - 20051010 GOOD             JCLS
 AB2809
 AB2809                          STATION DESCRIPTION
 AB2809
 AB2809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2809'THE STATION IS LOCATED ABOUT 37.0 MI (59.5 KM) WEST OF SHERMAN, 33.0
 AB2809'MI (53.1 KM) NORTH OF DENTON, 3.75 MI (6.03 KM) NORTWEST OF
 AB2809'GAINESVILLE AND AT THE GAINESVILLE MUNICIPAL AIRPORT. OWNERSHIP---CITY
 AB2809'OF GAINESVILLE, ROUTE 2 BOX 34-15, GAINESVILLE TX. 76204.  AIRPORT
 AB2809'MANAGER IS FOREST MCBRIDE.  PHONE (817) 665-9026 OR (817) 665-6884.
 AB2809'TO REACH THE STATION FROM THE JUCTION OF INTERSTATE HIGHWAY 35 AND US
 AB2809'HIGHWAY 82 (EXIT 498 B) AT THE NORTH EDGE OF GAINESVILLE, GO WEST ON
 AB2809'US HIGHWAY 82 FOR 2.9 MI (4.7 KM) TO A SIGNAL LIGHT AND WEBER ROAD ON
 AB2809'THE RIGHT.  TURN RIGHT AND GO NORTH ON WEBER ROAD FOR 0.5 MI (0.8 KM)
 AB2809'TO A RIGHT TURN.  TURN RIGHT AND GO FOR 0.05 MI (0.08 KM) TO
 AB2809'BONNAVILLA ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON BONNAVILLA
 AB2809'ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT. THE STATION IS A
 AB2809'STEEL ROD WITH A PUNCH HOLE IN THE TOP, ENCASED IN A 5 INCH PVC PIPE
 AB2809'WITH A LOGO CAP SET IN CONCRETE FLUSH WITH THE GROUND.  IT IS 96.5 FT
 AB2809'(29.4 M) EAST OF THE CENTER OF BONNAVILLA ROAD, 78.7 FT (24.0 M)
 AB2809'NORTHWEST OF A POWER POLE, 38.0 FT (11.6 M) SOUTH OF A POWER POLE AND
 AB2809'1.5 FT (0.5 M) WEST OF A WITNESS POST.
 AB2809
 AB2809                          STATION RECOVERY (1997)
 AB2809
 AB2809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB2809'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE. AIRPORT MANAGER IS
 AB2809'MIKE SHANHAN.  PHONE (817) 668-4565.
 AB2809
 AB2809                          STATION RECOVERY (1999)
 AB2809
 AB2809'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 AB2809'IN 1994 -TO REACH-, GO NORTH ON WEBER ROAD FOR 0.05 MI (0.08 KM)
 AB2809'SHOULD READ -GO NORTH ON WEBER ROAD FOR 0.49 MI (0.79 KM) TO A -T-
 AB2809'INTERSECTION.  TURN RIGHT AND GO FOR 0.05 MI (0.08 KM) .
 AB2809
 AB2809                          STATION RECOVERY (2005)
 AB2809
 AB2809'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 AB2809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1364 ***********************************************************************
 BZ1364  DESIGNATION -  GLEASON
 BZ1364  PID         -  BZ1364
 BZ1364  STATE/COUNTY-  TX/HAMILTON
 BZ1364  USGS QUAD   -  FAIRY (1956)
 BZ1364
 BZ1364                         *CURRENT SURVEY CONTROL
 BZ1364  ___________________________________________________________________
 BZ1364* NAD 83(1993)-  31 52 21.83485(N)    097 56 40.78849(W)     ADJUSTED  
 BZ1364* NAVD 88     -       406.0    (meters)    1332.     (feet)  VERTCON   
 BZ1364  ___________________________________________________________________
 BZ1364  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BZ1364  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BZ1364
 BZ1364  HORZ ORDER  -  FIRST
 BZ1364
 BZ1364.The horizontal coordinates were established by classical geodetic methods
 BZ1364.and adjusted by the National Geodetic Survey in February 1996..
 BZ1364
 BZ1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1364
 BZ1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1364
 BZ1364.The geoid height was determined by GEOID03.
 BZ1364
 BZ1364;                    North         East     Units Scale Factor Converg.
 BZ1364;SPC TX C     - 3,246,991.360   926,006.130   MT  0.99999717   +1 13 49.1
 BZ1364;SPC TX C     -10,652,837.49  3,038,071.78   sFT  0.99999717   +1 13 49.1
 BZ1364;SPC TXNC     - 2,022,990.755   652,551.931   MT  1.00008236   +0 18 10.4
 BZ1364;SPC TXNC     - 6,637,095.50  2,140,914.13   sFT  1.00008236   +0 18 10.4
 BZ1364;UTM  14      - 3,526,814.591   599,822.136   MT  0.99972289   +0 33 26.3
 BZ1364
 BZ1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1364!SPC TX C     -   0.99994053  x   0.99999717  =   0.99993770
 BZ1364!SPC TXNC     -   0.99994053  x   1.00008236  =   1.00002288
 BZ1364!UTM  14      -   0.99994053  x   0.99972289  =   0.99966344
 BZ1364
 BZ1364|---------------------------------------------------------------------|
 BZ1364| PID    Reference Object                     Distance      Geod. Az  |
 BZ1364|                                                           dddmmss.s |
 BZ1364| CV4107 GLEASON RM 3                         18.093 METERS 01923     |
 BZ1364| CV4104 GLEASON AZ MK                                      0335954.8 |
 BZ1364| BZ1365 EVANS USGS 1902                       6.953 METERS 06316     |
 BZ1364| CV4105 GLEASON RM                           85.059 METERS 15142     |
 BZ1364| CV4106 GLEASON RM 2                         24.160 METERS 28330     |
 BZ1364| CT1014 DUBLIN STANDPIPE                    APPROX.45.2 KM 3023442.9 |
 BZ1364|---------------------------------------------------------------------|
 BZ1364
 BZ1364                          SUPERSEDED SURVEY CONTROL
 BZ1364
 BZ1364  NAD 83(1986)-  31 52 21.84113(N)    097 56 40.76935(W) AD(       ) 1
 BZ1364  NAD 27      -  31 52 21.30000(N)    097 56 39.65700(W) AD(       ) 1
 BZ1364  NGVD 29 (07/19/86)  405.9    (m)         1332.     (f) VERT ANG       
 BZ1364
 BZ1364.Superseded values are not recommended for survey control.
 BZ1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1364.See file dsdata.txt to determine how the superseded data were derived.
 BZ1364
 BZ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA9982226815(NAD 83)
 BZ1364_MARKER: N = NAIL
 BZ1364_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BZ1364_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 BZ1364
 BZ1364  HISTORY     - Date     Condition        Report By
 BZ1364  HISTORY     - 1902     MONUMENTED       CGS
 BZ1364  HISTORY     - 1937     GOOD             CGS
 BZ1364  HISTORY     - 1944     GOOD             CGS
 BZ1364  HISTORY     - 1955     GOOD             USGS
 BZ1364  HISTORY     - 1959     GOOD             CGS
 BZ1364
 BZ1364                          STATION DESCRIPTION
 BZ1364
 BZ1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 BZ1364'ABOUT 9 MILES S. 33 DEG E. FROM THE CITY OF HICO, 2-1/2
 BZ1364'MILES NE BY E FROM THE VILLAGE OF FAIRY OR MARTINS GAP,
 BZ1364'ON A HIGH RIDGE 1/2 MILE N OF WHAT IS KNOWN AS CEDAR SPRING,
 BZ1364'AND ABOUT 200 YARDS N OF THE CENTER OF THE LAND OF JOHN
 BZ1364'LINEBARGER.
 BZ1364'
 BZ1364'SURFACE MARK IS AN IRON NAIL IN IRON PIPE IN CONCRETE.  UNDERGROUND
 BZ1364'MARK IS A 60-PENNY WIRE NAIL SET IN 6 INCHES OF CONCRETE.
 BZ1364'
 BZ1364'REFERENCE MARK IS SIMILAR TO SURFACE MARK.  IT IS 1 FOOT
 BZ1364'W OF LINEBARGERS PARTITION FENCE RUNNING N AND S BETWEEN
 BZ1364'THE CULTIVATED AND PASTURE LAND, 85.059 METERS (279.06 FEET)
 BZ1364'FROM THE STATION.
 BZ1364'
 BZ1364'OTHER DISTANCES AND BEARINGS ARE AS FOLLOWS--STONE 12 BY
 BZ1364'14 BY 3 INCHES, SLIGHTLY EMBEDDED, BEARING THE FAINT MARK
 BZ1364'US+GS (PROBABLY STATION EVANS (U.S.G.S.)), 6.953 METERS
 BZ1364'(22.81 FEET), N 63 DEG 16 MIN E.  CENTER OF AN OAK TREE 20
 BZ1364'INCHES IN DIAMETER, ON WHICH THE SCAFFOLD OF THE U.S. GEOLOGICAL
 BZ1364'SURVEY RESTED, 8.380 METERS (27.49 FEET), N 63 DEG 56 MIN E.
 BZ1364'S END OF THE RIDGE BEAM OF THE HOUSE OF J.F. MERRITT, ABOUT
 BZ1364'1/2 MILE, N 70 DEG 01 MIN W.   END OF THE RIDGE BEAM
 BZ1364'OF MR. LINEBARGERS HOUSE, ABOUT 1/4 MILE, N 62 DEG 03 MIN W.
 BZ1364
 BZ1364                          STATION RECOVERY (1937)
 BZ1364
 BZ1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 BZ1364'STATION IS ON THE OLD LINEBARGER FARM, NOW OWNED BY O.R.
 BZ1364'GARNER AND OCCUPIED BY ALBERT GIESE.  IT IS ABOUT 9 MILES
 BZ1364'S. 35 DEG E. OF HICO AND ABOUT 2-1/2 MILES NE OF THE VILLAGE
 BZ1364'OF FAIRY.  IT IS ON THE HIGHEST POINT OF THE HIGH WOODED
 BZ1364'COUNTRY ABOUT 10 MILES SW OF IREDELL.
 BZ1364'
 BZ1364'STATION MARK IS A NAIL IN THE CENTER OF A CONCRETE CYLINDER
 BZ1364'SET FLUSH WITH THE GROUND, ABOUT 50 FEET E OF THE ROAD IN
 BZ1364'THE THICK BRUSH.  UNDERGROUND MARK IS A NAIL SET IN 6 INCHES
 BZ1364'OF CONCRETE.
 BZ1364'
 BZ1364'THE REFERENCE MARK DESCRIBED AS SIMILAR TO THE STATION AND
 BZ1364'IN THE EDGE OF THE FIELD 85.059 METERS (279.06 FEET) FROM
 BZ1364'THE STATION COULD NOT BE FOUND
 BZ1364'AND IS BELIEVED LOST.
 BZ1364'
 BZ1364'TO REACH FROM IREDELL, GO W AND S ON THE MAIN GRADED ROAD
 BZ1364'FROM THE IREDELL DRUG COMPANY FOR 3.9 MILES.  FOLLOW THE
 BZ1364'MAIN-TRAVELED ROAD STRAIGHT AHEAD ON THE RIGHT FORK AND
 BZ1364'GO 3.0 MILES.  TURN LEFT AND GO S FROM THE SQUARE SCHOOLHOUSE
 BZ1364'AT A T-INTERSECTION FOR 1.4 MILES.  TURN LEFT AND GO S AGAIN
 BZ1364'AT A T-INTERSECTION AND SEVERAL MAIL BOXES ON AN IRON WHEEL
 BZ1364'FOR 0.1 MILE.  THE MAIN-TRAVELED ROAD TURNS R AND GOES W.
 BZ1364'CONTINUE STRAIGHT AHEAD (S) ON A GRADED ROAD FOR 0.3 MILE.
 BZ1364'THE MAIN-TRAVELED ROAD TURNS LEFT INTO FARMYARD.  PASS
 BZ1364'THROUGH GATE AND CONTINUE S ON A GRADED ROAD UPGRADE FOR 1.1
 BZ1364'MILES TO THE END OF THE LANE ON TOP OF THE HIGH COUNTRY.
 BZ1364'TURN RIGHT THROUGH A GATE AND GO W ON A FIELD ROAD FOR
 BZ1364'0.3 MILE.  PASS THROUGH GATE AT THE OLD HOUSE AND CONTINUE
 BZ1364'W ON A ROUGH TRACK ROAD ALONG THE TOP OF THE RIDGE FOR 1.0
 BZ1364'MILE TO THE GARNER FARM.  TURN BACK AND GO E ON THE SAME
 BZ1364'ROAD FOR 0.15 MILE TO A DIM ROAD THROUGH THE BRUSH TO THE
 BZ1364'RIGHT.  TURN RIGHT AND GO S ON THE DIM ROAD FOR 0.1
 BZ1364'MILE TO THE STATION.
 BZ1364
 BZ1364                          STATION RECOVERY (1944)
 BZ1364
 BZ1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1364'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 BZ1364'REFERENCE MARK MENTIONED IN ORIGINAL DESCRIPTION WAS NOT
 BZ1364'RECOVERED, AN ATTEMPT WAS MADE TO RECOVER THE REFERENCE
 BZ1364'MARK BUT FRAGMENTS OF CONCRETE WERE FOUND LYING LOOSE ON
 BZ1364'THE SURFACE AT THE SITE OF THE MARK AND IT WAS ASSUMED THAT
 BZ1364'THE MARK HAD BEEN DESTROYED.
 BZ1364'
 BZ1364'TWO NEW REFERENCE MARKS (NOS. 2 AND 3) AND A NEW AZIMUTH
 BZ1364'MARK WERE SET.  THE FOLLOWING IS A NEW DESCRIPTION--
 BZ1364'
 BZ1364'THE STATION IS LOCATED ABOUT 9.0 MILES SSE OF HICO, 2.5 MILES
 BZ1364'NNE OF FAIRY, ON A HIGH SCRUB-OAK-COVERED RIDGE, ON LAND
 BZ1364'OWNED BY O.R. GARNER, AND OCCUPIED BY HIS SON WOODROW GARNER.
 BZ1364'IT IS ABOUT 0.3 MILE E OF THE GARNER RANCH HOUSE, 28 FEET
 BZ1364'SSW OF A TRIANGULAR-BLAZED 2-FOOT OAK TREE, AND 50 FEET NE
 BZ1364'OF THE DIM TRACK ROAD.
 BZ1364'
 BZ1364'STATION MARK IS A 2-INCH IRON PIPE FILLED WITH AND SET IN
 BZ1364'AN IRREGULAR MASS OF CONCRETE WITH A 60-PENNY WIRE NAIL SET
 BZ1364'IN THE CENTER OF THE PIPE.  THE LETTERING U.S.C. AND G.S.
 BZ1364'1902 IS SCRATCHED IN THE CONCRETE AROUND THE BASE OF THE
 BZ1364'PIPE.
 BZ1364'
 BZ1364'REFERENCE MARK 2 IS W OF THE STATION, SET IN AN OPEN PLACE
 BZ1364'IN THE PASTURE, 20 FEET W OF THE DIM TRACK ROAD.  IT IS
 BZ1364'A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE POST,
 BZ1364'STAMPED GLEASON NO 2 1944, AND PROJECTS ABOUT 6 INCHES.
 BZ1364'
 BZ1364'REFERENCE MARK 3 IS N OF THE STATION, SET IN AN OPEN PASTURE
 BZ1364'FIELD, 20 FEET SSW OF A 12-INCH OAK TREE.  IT IS A BRONZE
 BZ1364'REFERENCE DISK SET IN THE TOP OF A CONCRETE POST, STAMPED
 BZ1364'GLEASON NO 3 1944, AND PROJECTS ABOUT 6 INCHES.
 BZ1364'
 BZ1364'AZIMUTH MARK IS ABOUT 0.3 MILE NE OF THE STATION, 10 FEET
 BZ1364'N OF THE FARM ROAD, AND 1 FOOT S OF THE E-W FENCE LINE
 BZ1364'SEPARATING PASTURE FIELD FROM A CULTIVATED FIELD.  IT IS
 BZ1364'A BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST,
 BZ1364'STAMPED GLEASON 1944, AND PROJECTS ABOUT 6 INCHES.  TO REACH
 BZ1364'FROM THE STATION, GO BACK TO RANCH HOUSE AND CONTINUE ON
 BZ1364'BACK TO THE FIRST WIRE GATE, PASS THROUGH GATE AND CONTINUE
 BZ1364'E ALONG N SIDE OF CULTIVATED FIELD FOR 0.1 MILE TO THE MARK
 BZ1364'ON THE LEFT IN FENCE LINE.
 BZ1364'
 BZ1364'TO REACH THE STATION FROM THE POST OFFICE IN HICO, GO W ON
 BZ1364'U.S. HIGHWAY 281 FOR 1 BLOCK TO THE FIRST PAVED STREET LEFT,
 BZ1364'TURN LEFT AND GO S FOR 0.75 MILE TO A FORK.  BEAR LEFT AND
 BZ1364'FOLLOW GRADED DIRT ROAD IN A S DIRECTION FOR 7.95 MILES TO
 BZ1364'A T-INTERSECTION AT A STUCCO HOUSE ON THE RIGHT, TURN LEFT
 BZ1364'AND FOLLOW DIRT ROAD IN A NE DIRECTION FOR 3.3 MILES TO
 BZ1364'ANOTHER T-INTERSECTION.  BEAR RIGHT AND FOLLOW DIRT ROAD
 BZ1364'S FOR 0.35 MILE TO END OF WELL-TRAVELED ROAD AND A WHITE
 BZ1364'RANCH HOUSE ON THE LEFT, CONTINUE STRAIGHT AHEAD THROUGH
 BZ1364'WIRE GATE FOR 0.45 MILE TO A DOUBLE BOARD GATE.  PASS
 BZ1364'THROUGH GATE AND FOLLOW ROAD FOR 0.2 MILE, PASSING TO THE
 BZ1364'RIGHT OF A DESERTED RANCH HOUSE.  CONTINUE ON
 BZ1364'LITTLE-USED ROAD FOR 0.45 MILE TO ANOTHER BOARD GATE,
 BZ1364'PASS THROUGH GATE AND FOLLOW ONLY ROAD FOR 0.45 MILE TO
 BZ1364'ANOTHER HOUSE AND WINDMILL ON THE RIGHT.  CONTINUE STRAIGHT
 BZ1364'AHEAD ON ROAD FOR 0.5 MILE TO ANOTHER WIRE GATE INTO A
 BZ1364'CULTIVATED FIELD (CONTINUE ON THIS ROAD FOR 0.15 MILE TO
 BZ1364'THE AZIMUTH MARK ON THE RIGHT IN FENCE LINE).  PASS
 BZ1364'THROUGH GATE AND CONTINUE ON FARM ROAD ON N SIDE OF
 BZ1364'CULTIVATED FIELD FOR 0.25 MILE TO ANOTHER WIRE GATE.  PASS
 BZ1364'THROUGH WIRE GATE AND CONTINUE FOR 0.3 MILE, THENCE
 BZ1364'SHARP LEFT AROUND THE CORNER OF FENCE AND CONTINUE TO A RED
 BZ1364'PAINTED BOARD GATE INTO RANCH YARD OF THE GARNER HOME.
 BZ1364'CONTINUE ABOUT 50 FEET TO CORNER OF LOT, BEAR SHARP LEFT,
 BZ1364'PASSING THROUGH BOARD GATE INTO PASTURE, AND CONTINUE IN A
 BZ1364'SE DIRECTION ON DIM TRACK ROAD FOR 0.2 MILE TO A DIM
 BZ1364'FORK.  BEAR RIGHT AND CONTINUE ON DIM ROAD FOR 0.1 MILE
 BZ1364'TO THE STATION ON THE LEFT.
 BZ1364'
 BZ1364'OBSERVATIONS MADE FROM A 64-FOOT TOWER.
 BZ1364
 BZ1364                          STATION RECOVERY (1955)
 BZ1364
 BZ1364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BZ1364'STATION LIES ABOUT 12 MILES NORTH AND 11 MILES EAST OF HAMILTON.
 BZ1364'7.5 MILES SOUTH AND 5 MILES EAST OF HICO.  2 MILES EAST
 BZ1364'AND 2 MILES NORTH OF FAIRY.  1200 FEET SE OF A BARN.  600
 BZ1364'FEET SE OF A POWER LINE.  300 FEET NE OF A PIPE LINE.  IN
 BZ1364'A WOODED PASTURE.
 BZ1364'
 BZ1364'TO REACH STATION FROM THE POST OFFICE IN HICO, GO WEST ON
 BZ1364'U.S. HIGHWAY 281 FOR 1 BLOCK.  TURN LEFT AND GO SOUTH ALONG
 BZ1364'A BLACK-TOP ROAD FOR 0.75 MILES TO JUNCTION OF FARM ROAD
 BZ1364'1602.  TURN LEFT AND GO SE ALONG FARM ROAD 1602 FOR 8.0
 BZ1364'MILES TO ACROSS ROAD.  TURN LEFT AND GO NE ON GRADED ROAD
 BZ1364'FOR 1.1 MILE TO T-ROAD SE.  TURN RIGHT AND GO SE ON GRADED
 BZ1364'ROAD FOR 1.2 MILES TO A GATE, SOUTH OF A BROWN HOUSE.  PASS
 BZ1364'THROUGH GATE AND GO GENERALLY NE ON TRACK ROAD FOR 1.4 MILES
 BZ1364'TO A BARN, PASS TO RIGHT OF BARN AND GO SE 0.1 MILE TO A
 BZ1364'POWER LINE.  CONTINUE SE CROSS COUNTRY, AT RIGHT ANGLES
 BZ1364'TO POWER LINE, FOR 0.1 MILE TO STATION.  ALL MARKS
 BZ1364'RECOVERED IN GOOD CONDITION.
 BZ1364
 BZ1364                          STATION RECOVERY (1959)
 BZ1364
 BZ1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (KMB)
 BZ1364'STATION, REFERENCE MARKS NO. 2 AND NO. 3 AND THE AZIMUTH
 BZ1364'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION
 BZ1364'IS NOW ON LAND OWNED BY L.F. BONNER.  OLD RANCH HOUSE IS GONE.
 BZ1364'
 BZ1364'TO REACH THE STATION FROM HICO, GO SOUTH ON U.S. 281 FOR
 BZ1364'0.8 MILE.  TURN LEFT ON F.M. 1602 AND FOLLOW F.M. 1602 FOR
 BZ1364'7.95 MILES TO CROSS ROAD.  TURN LEFT ON GRAVEL ROAD AND GO
 BZ1364'1.03 MILE TO PRIVATE ROAD.  TURN RIGHT ON PRIVATE ROAD AND
 BZ1364'FOLLOW ROAD 1.10 MILE TO HOUSE ON LEFT.  PROCEED STRAIGHT
 BZ1364'AHEAD THROUGH GATE AND FOLLOW MAIN RANCH ROAD THROUGH GATES
 BZ1364'AT 0.8 MILE, 1.3 MILE AND 1.4 MILE FROM HOUSE.  CROSS UNDER
 BZ1364'TRANSMISSION LINE 1.60 MILE.  CONTINUE ON 0.15 MILE WHERE
 BZ1364'ROAD ENTERS PIPE LINE RIGHT-OF-WAY.  TURN LEFT AND FOLLOW
 BZ1364'PIPE LINE 0.06 MILE.  STATION IS 300 FEET LEFT.  STATION
 BZ1364'IS 0.14 MILE SOUTHEAST ALONG PIPE LINE FROM INTERSECTION
 BZ1364'OF PIPE LINE AND TRANSMISSION LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6754 ***********************************************************************
 AW6754  DESIGNATION -  GLEN
 AW6754  PID         -  AW6754
 AW6754  STATE/COUNTY-  TX/HARRIS
 AW6754  USGS QUAD   -  ALDINE (1995)
 AW6754
 AW6754                         *CURRENT SURVEY CONTROL
 AW6754  ___________________________________________________________________
 AW6754* NAD 83(1993)-  29 54 08.03563(N)    095 23 18.01289(W)     ADJUSTED  
 AW6754* NAVD 88     -        24.4    (meters)      80.     (feet)  VERTCON   
 AW6754  ___________________________________________________________________
 AW6754  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6754  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW6754
 AW6754  HORZ ORDER  -  FIRST
 AW6754
 AW6754.The horizontal coordinates were established by classical geodetic methods
 AW6754.and adjusted by the National Geodetic Survey in February 1996..
 AW6754
 AW6754.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6754
 AW6754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6754
 AW6754.The geoid height was determined by GEOID03.
 AW6754
 AW6754;                    North         East     Units Scale Factor Converg.
 AW6754;SPC TXSC     - 4,234,677.307   948,730.920   MT  0.99991212   +1 46 09.8
 AW6754;SPC TXSC     -13,893,270.46  3,112,628.03   sFT  0.99991212   +1 46 09.8
 AW6754;UTM  15      - 3,310,348.926   269,391.139   MT  1.00025618   -1 11 28.2
 AW6754
 AW6754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6754!SPC TXSC     -   1.00000049  x   0.99991212  =   0.99991261
 AW6754!UTM  15      -   1.00000049  x   1.00025618  =   1.00025667
 AW6754
 AW6754:                Primary Azimuth Mark                     Grid Az
 AW6754:SPC TXSC     -  GLEN RM 3                                092 29 48.3
 AW6754:UTM  15      -  GLEN RM 3                                095 27 26.3
 AW6754
 AW6754|---------------------------------------------------------------------|
 AW6754| PID    Reference Object                     Distance      Geod. Az  |
 AW6754|                                                           dddmmss.s |
 AW6754| CV7212 GLEN RM 3                                          0941558.1 |
 AW6754| CV7210 GLEN RM 1                            23.886 METERS 10645     |
 AW6754| CV7211 GLEN RM 2                            25.104 METERS 34933     |
 AW6754|---------------------------------------------------------------------|
 AW6754
 AW6754                          SUPERSEDED SURVEY CONTROL
 AW6754
 AW6754  NAD 83(1986)-  29 54 08.05052(N)    095 23 17.99439(W) AD(       ) 1
 AW6754  NAD 27      -  29 54 07.24551(N)    095 23 17.21910(W) AD(       ) 1
 AW6754  NGVD 29 (07/19/86)   24.4    (m)           80.     (f) VERT ANG       
 AW6754
 AW6754.Superseded values are not recommended for survey control.
 AW6754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6754.See file dsdata.txt to determine how the superseded data were derived.
 AW6754
 AW6754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6939110349(NAD 83)
 AW6754_MARKER: DS = TRIANGULATION STATION DISK
 AW6754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6754_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6754
 AW6754  HISTORY     - Date     Condition        Report By
 AW6754  HISTORY     - 1968     MONUMENTED       CGS
 AW6754
 AW6754                          STATION DESCRIPTION
 AW6754
 AW6754'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6754'THE STATION IS LOCATED ON THE GROUNDS OF THE OAK GLEN CHURCH OF THE
 AW6754'NAZARENE, ABOUT 10 MILES NORTH OF HOUSTON, 6 MILES SOUTHWEST OF THE
 AW6754'HOUSTON INTERCONTINENTAL AIRPORT AND 1-1/2 MILES EAST OF INTERSTATE
 AW6754'HIGHWAY 45.
 AW6754'
 AW6754'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 45 CROSSES OVER W
 AW6754'MT. HOUSTON ROAD IN THE NORTH EDGE OF HOUSTON, GO EAST ON W MT.
 AW6754'HOUSTON ROAD FOR 0.85 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH ON
 AW6754'AIRLINE DRIVE FOR 0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, GO
 AW6754'EAST ON ALDINE MAIL ROAD FOR 0.7 MILE TO THE STATION ON THE LEFT.
 AW6754'
 AW6754'THE STATION MARK IS A STANDARD DISK STAMPED GLEN 1968, SET IN THE
 AW6754'TOP OF AN 11-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6754'GROUND.  IT IS 54 FEET NORTH OF THE CENTER OF ALDINE MAIL ROAD, 48
 AW6754'FEET EAST OF THE CENTER OF LANDFAIR, 29.7 FEET NORTHEAST OF
 AW6754'TELEPHONE POLE NO. 651 AND 28.7 FEET NORTHEAST OF A METAL WITNESS
 AW6754'POST.
 AW6754'
 AW6754'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GLEN NO 1 1968 SET IN
 AW6754'THE TOP OF AN 11-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6754'GROUND.  IT IS 31 FEET NORTH OF THE CENTER OF ALDINE MAIL ROAD,
 AW6754'15.5 FEET SOUTHWEST OF THE NORTH POST OF A SIGN WHICH READS OAK
 AW6754'GLEN CHURCH OF THE NAZARENE AND 12.5 FEET WEST OF TELEPHONE POLE
 AW6754'NO. 657.
 AW6754'
 AW6754'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GLEN NO 2 1968, SET
 AW6754'IN THE TOP OF AN 11-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6754'THE GROUND.  IT IS 105 FEET NORTH OF THE METAL WITNESS POST, 58
 AW6754'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NO. 14006 AND 34
 AW6754'FEET EAST OF THE CENTER OF LANDFAIR.
 AW6754'
 AW6754'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GLEN NO 3 1968, SET IN
 AW6754'THE TOP OF AN 11-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6754'GROUND.  IT IS 35 FEET EAST OF POWER LINE POLE NO. 403, 27 FEET
 AW6754'SOUTH OF THE CENTER OF ALDINE MAIL ROAD, 4.2 FEET WEST-NORTHWEST
 AW6754'OF A T-FENCE CORNER POST, 1.9 FEET NORTH OF A WOODEN FENCE AND
 AW6754'1.5 FEET NORTH OF A METAL WITNESS POST.
 AW6754'
 AW6754'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON ALDINE MAIL
 AW6754'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 AW6754'
 AW6754'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3138 ***********************************************************************
 CS3138  DESIGNATION -  GLEN ROSE
 CS3138  PID         -  CS3138
 CS3138  STATE/COUNTY-  TX/SOMERVELL
 CS3138  USGS QUAD   -  HILL CITY (1979)
 CS3138
 CS3138                         *CURRENT SURVEY CONTROL
 CS3138  ___________________________________________________________________
 CS3138* NAD 83(1993)-  32 15 36.55507(N)    097 45 45.54077(W)     ADJUSTED  
 CS3138* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 CS3138  ___________________________________________________________________
 CS3138  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CS3138  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CS3138
 CS3138  HORZ ORDER  -  SECOND
 CS3138
 CS3138.The horizontal coordinates were established by classical geodetic methods
 CS3138.and adjusted by the National Geodetic Survey in February 1996..
 CS3138
 CS3138.The orthometric height was scaled from a topographic map.
 CS3138
 CS3138.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3138
 CS3138.The geoid height was determined by GEOID03.
 CS3138
 CS3138;                    North         East     Units Scale Factor Converg.
 CS3138;SPC TXNC     - 2,066,057.045   669,474.206   MT  0.99996729   +0 24 07.7
 CS3138;SPC TXNC     - 6,778,388.82  2,196,433.29   sFT  0.99996729   +0 24 07.7
 CS3138;SPC TX C     - 3,290,326.656   942,231.775   MT  1.00012299   +1 19 26.6
 CS3138;SPC TX C     -10,795,013.37  3,091,305.42   sFT  1.00012299   +1 19 26.6
 CS3138;UTM  14      - 3,569,944.202   616,547.022   MT  0.99976751   +0 39 37.9
 CS3138
 CS3138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3138!SPC TXNC     -   0.99996576  x   0.99996729  =   0.99993305
 CS3138!SPC TX C     -   0.99996576  x   1.00012299  =   1.00008874
 CS3138!UTM  14      -   0.99996576  x   0.99976751  =   0.99973327
 CS3138
 CS3138|---------------------------------------------------------------------|
 CS3138| PID    Reference Object                     Distance      Geod. Az  |
 CS3138|                                                           dddmmss.s |
 CS3138| CY1962 GLEN ROSE RM 1                       22.321 METERS 05210     |
 CS3138| CS3115 NEMO                                APPROX.16.0 KM 0875316.8 |
 CS3138| CS3133 GLEN ROSE CITY WATER TANK           APPROX. 2.7 KM 1685920.5 |
 CS3138| CY1963 GLEN ROSE RM 2                       22.025 METERS 17349     |
 CS3138| CY1961 GLEN ROSE AZ MK                                    3590610.8 |
 CS3138|---------------------------------------------------------------------|
 CS3138
 CS3138                          SUPERSEDED SURVEY CONTROL
 CS3138
 CS3138  NAD 83(1986)-  32 15 36.56076(N)    097 45 45.51970(W) AD(       ) 2
 CS3138  NAD 27      -  32 15 36.05000(N)    097 45 44.41600(W) AD(       ) 2
 CS3138
 CS3138.Superseded values are not recommended for survey control.
 CS3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3138.See file dsdata.txt to determine how the superseded data were derived.
 CS3138
 CS3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1654769944(NAD 83)
 CS3138_MARKER: DD = SURVEY DISK
 CS3138_SETTING: 0 = UNSPECIFIED SETTING
 CS3138
 CS3138  HISTORY     - Date     Condition        Report By
 CS3138  HISTORY     - 1944     MONUMENTED       CGS
 CS3138  HISTORY     - 1953     GOOD             CGS
 CS3138  HISTORY     - 1960     GOOD             CGS
 CS3138  HISTORY     - 1974     GOOD             TXHD
 CS3138  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CS3138
 CS3138                          STATION DESCRIPTION
 CS3138
 CS3138'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3138'STATION IS LOCATED ABOUT 1.8 MILES NE OF GLEN ROSE, ON THE
 CS3138'SE END OF A RIDGE BETWEEN SQUAW AND PALUXT CREEKS, ON LAND
 CS3138'OWNED BY MRS. DEASON, AND ABOUT 0.05 MILE SW OF THE L.C.
 CS3138'LINE RANCH HOUSE.  IT IS 8 FEET SE OF THE E-W FENCE LINE,
 CS3138'225 FEET N OF THE RANCH ROAD, AND 5 FEET WNW OF A WHITE
 CS3138'4- BY 4-INCH POST.  IT IS STAMPED GLEN ROSE 1944 AND PROJECTS
 CS3138'ABOUT 8 INCHES.
 CS3138'
 CS3138'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS3138'DISKS SET IN CONCRETE.
 CS3138'
 CS3138'REFERENCE MARK 1 IS E OF THE STATION AND 1 FOOT S OF THE E-W
 CS3138'FENCE LINE.  IT IS STAMPED GLEN ROSE NO 1 1944 AND PROJECTS
 CS3138'ABOUT 8 INCHES.
 CS3138'
 CS3138'REFERENCE MARK 2 IS SW OF THE STATION, SET IN AN OPEN SPOT IN
 CS3138'THE PASTURE, AND 10 FEET NE OF A 10-INCH OAK TREE.  IT IS
 CS3138'STAMPED GLEN ROSE NO 2 1944 AND PROJECTS ABOUT 6 INCHES.
 CS3138'
 CS3138'AZIMUTH MARK IS ABOUT 0.35 MILE NE OF THE STATION ON LAND
 CS3138'OWNED BY L.C. LINE.  IT IS ABOUT 0.15 MILE N OF THE LINE RANCH
 CS3138'HOUSE, 15 FEET N OF A TRACK ROAD, 30 FEET NW OF A
 CS3138'TRIANGULAR-BLAZED 8-INCH TREE, AND 10 FEET S OF AN E-W FENCE
 CS3138'LINE.  IT IS STAMPED GLEN ROSE 1944 AND PROJECTS ABOUT 6
 CS3138'INCHES.  TO REACH FROM THE STATION, GO E TO THE WIRE GATE
 CS3138'INTO THE LINE RANCH YARD, TURN LEFT AND FOLLOW TRACK ROAD
 CS3138'IN A NE DIRECTION FOR 0.3 MILE TO THE MARK.
 CS3138'
 CS3138'TO REACH THE STATION FROM THE COURTHOUSE IN GLEN ROSE, GO
 CS3138'E ON U.S. HIGHWAY 67 FOR 0.5 MILE TO HAMILLS STORE ON THE RIGHT
 CS3138'AND SCOTTS LUNCH ON THE LEFT.  TURN LEFT ON GRADED ROAD
 CS3138'PASSING THE SCHOOL ON THE LEFT AND FOLLOW MAIN-TRAVELED ROAD
 CS3138'FOR 1.5 MILES TO THE TOP OF THE GRADE AND FORKS.  BEAR RIGHT
 CS3138'AND CONTINUE IN A N DIRECTION FOR 0.35 MILE TO ANOTHER FORK,
 CS3138'BEAR LEFT AND CONTINUE FOR 0.1 MILE, TURN LEFT OFF THE ROAD
 CS3138'AT THE E SIDE OF THE CEDARS TO THE FENCE LINE AND STATION.
 CS3138'
 CS3138'OBSERVATIONS MADE FROM A 37-FOOT TOWER.
 CS3138
 CS3138                          STATION RECOVERY (1953)
 CS3138
 CS3138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3138'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3138'DESCRIBED.
 CS3138
 CS3138                          STATION RECOVERY (1960)
 CS3138
 CS3138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KMB)
 CS3138'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3138'IN GOOD CONDITION AS DESCRIBED.  NO ATTEMPT WAS MADE TO LOCATE
 CS3138'THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 CS3138'ARE CORRECT.
 CS3138
 CS3138                          STATION RECOVERY (1974)
 CS3138
 CS3138'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (SSG)
 CS3138'GLEN ROSE 1944-STATION AND AZIMUTH RECOVERED IN GOOD CONDITION.
 CS3138'AZIMUTH IS NOT VISIBLE FROM STATION DUE TO HEAVY GROWTH
 CS3138'OF BRUSH.
 CS3138'
 CS3138'NEW DIRECTIONS--FROM COURTHOUSE IN GLEN ROSE GO E. ON SH 144
 CS3138'TO GAITHER STREET, TURN LEFT AND FOLLOW PAVED STREET ACROSS
 CS3138'U.S. 67 AND THEN TO STATION AS DESCRIBED.  THE AZIMUTH IS
 CS3138'LOCATED ON PROPERTY NOW OWNED BY R.W. ROBESON.
 CS3138
 CS3138                          STATION RECOVERY (1999)
 CS3138
 CS3138'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3133 ***********************************************************************
 CS3133  DESIGNATION -  GLEN ROSE CITY WATER TANK
 CS3133  PID         -  CS3133
 CS3133  STATE/COUNTY-  TX/SOMERVELL
 CS3133  USGS QUAD   -  GLEN ROSE WEST (1979)
 CS3133
 CS3133                         *CURRENT SURVEY CONTROL
 CS3133  ___________________________________________________________________
 CS3133* NAD 83(1993)-  32 14 10.77985(N)    097 45 25.90394(W)     ADJUSTED  
 CS3133* NAVD 88     -                                                        
 CS3133  ___________________________________________________________________
 CS3133  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CS3133  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CS3133
 CS3133  HORZ ORDER  -  THIRD
 CS3133
 CS3133.The horizontal coordinates were established by classical geodetic methods
 CS3133.and adjusted by the National Geodetic Survey in February 1996..
 CS3133
 CS3133
 CS3133.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3133
 CS3133.The geoid height was determined by GEOID03.
 CS3133
 CS3133;                    North         East     Units Scale Factor Converg.
 CS3133;SPC TXNC     - 2,063,418.668   670,006.827   MT  0.99997307   +0 24 18.4
 CS3133;SPC TXNC     - 6,769,732.75  2,198,180.73   sFT  0.99997307   +0 24 18.4
 CS3133;SPC TX C     - 3,287,696.799   942,806.858   MT  1.00011393   +1 19 36.7
 CS3133;SPC TX C     -10,786,385.25  3,093,192.17   sFT  1.00011393   +1 19 36.7
 CS3133;UTM  14      - 3,567,308.784   617,091.413   MT  0.99976907   +0 39 46.8
 CS3133
 CS3133                          SUPERSEDED SURVEY CONTROL
 CS3133
 CS3133  NAD 83(1986)-  32 14 10.78544(N)    097 45 25.88288(W) AD(       ) 4
 CS3133  NAD 27      -  32 14 10.27200(N)    097 45 24.78100(W) AD(       ) 3
 CS3133
 CS3133.Superseded values are not recommended for survey control.
 CS3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3133.See file dsdata.txt to determine how the superseded data were derived.
 CS3133
 CS3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1709167309(NAD 83)
 CS3133_MARKER: 53 = ELEVATED TANK
 CS3133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3133+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS3133
 CS3133  HISTORY     - Date     Condition        Report By
 CS3133  HISTORY     - 1944     FIRST OBSERVED   CGS
 CS3133  HISTORY     - 1953     GOOD             CGS
 CS3133  HISTORY     - 19990828 GOOD             USPSQD
 CS3133  HISTORY     - 20021123 GOOD             GEOCAC
 CS3133  HISTORY     - 20041023 GOOD             USPSQD
 CS3133
 CS3133                          STATION DESCRIPTION
 CS3133
 CS3133'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3133'STATION IS THE WATER TANK OF THE CITY WATER SUPPLY, LOCATED
 CS3133'ON A HIGH RIDGE ABOUT 0.1 MILE NE OF THE COURTHOUSE.  IT IS A
 CS3133'FOUR-LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH.  THE ENTIRE
 CS3133'STRUCTURE IS PAINTED BLACK.  POINT OBSERVED UPON, THE FINIAL ON
 CS3133'THE APEX OF THE ROOF.
 CS3133'
 CS3133'THIS IS AN INTERSECTION STATION.
 CS3133
 CS3133                          STATION RECOVERY (1953)
 CS3133
 CS3133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3133'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 CS3133'AS DESCRIBED.
 CS3133
 CS3133                          STATION RECOVERY (1999)
 CS3133
 CS3133'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3133'RECOVERED IN GOOD CONDITION.
 CS3133
 CS3133                          STATION RECOVERY (2002)
 CS3133
 CS3133'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS3133'RECOVERED IN GOOD CONDITION.
 CS3133
 CS3133                          STATION RECOVERY (2004)
 CS3133
 CS3133'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 CS3133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7141 ***********************************************************************
 DH7141  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7141  DESIGNATION -  GLEN ROSE CORS ARP
 DH7141  CORS_ID     -  TXGR
 DH7141  PID         -  DH7141
 DH7141  STATE/COUNTY-  TX/SOMERVELL
 DH7141  USGS QUAD   -  GLEN ROSE WEST (1979)
 DH7141
 DH7141                         *CURRENT SURVEY CONTROL
 DH7141  ___________________________________________________________________
 DH7141* NAD 83(CORS)-  32 14 25.37272(N)    097 45 15.97243(W)     ADJUSTED  
 DH7141* NAVD 88     -                                                        
 DH7141  ___________________________________________________________________
 DH7141  EPOCH DATE  -        2002.00
 DH7141  X           -    -728,614.302 (meters)                     COMP
 DH7141  Y           -  -5,350,655.741 (meters)                     COMP
 DH7141  Z           -   3,383,102.302 (meters)                     COMP
 DH7141  ELLIP HEIGHT-         178.67  (meters)          (11/??/05) GPS OBS
 DH7141  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DH7141
 DH7141  HORZ ORDER  -  SPECIAL (CORS)
 DH7141  ELLP ORDER  -  SPECIAL (CORS)
 DH7141
 DH7141.ITRF positions are available for this station.
 DH7141.The coordinates were established by GPS observations
 DH7141.and adjusted by the National Geodetic Survey in November 2005..
 DH7141.The coordinates are valid at the epoch date displayed above.
 DH7141.The epoch date for horizontal control is a decimal equivalence
 DH7141.of Year/Month/Day.
 DH7141
 DH7141
 DH7141.The PID for the CORS L1 Phase Center is DH7142.
 DH7141
 DH7141.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7141
 DH7141.The ellipsoidal height was determined by GPS observations
 DH7141.and is referenced to NAD 83.
 DH7141
 DH7141.The geoid height was determined by GEOID03.
 DH7141
 DH7141;                    North         East     Units Scale Factor Converg.
 DH7141;SPC TXNC     - 2,063,869.991   670,263.635   MT  0.99997207   +0 24 23.9
 DH7141;SPC TXNC     - 6,771,213.46  2,199,023.28   sFT  0.99997207   +0 24 23.9
 DH7141
 DH7141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7141!SPC TXNC     -   0.99997195  x   0.99997207  =   0.99994402
 DH7141
 DH7141                          SUPERSEDED SURVEY CONTROL
 DH7141
 DH7141.No superseded survey control is available for this station.
 DH7141
 DH7141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1734667761(NAD 83)
 DH7141_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7141
 DH7141                          STATION DESCRIPTION
 DH7141
 DH7141'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7141'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7141'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7141'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7141'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7141'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7142 ***********************************************************************
 DH7142  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7142  DESIGNATION -  GLEN ROSE CORS L1 PHASE CENTER
 DH7142  CORS_ID     -  TXGR
 DH7142  PID         -  DH7142
 DH7142  STATE/COUNTY-  TX/SOMERVELL
 DH7142  USGS QUAD   -  GLEN ROSE WEST (1979)
 DH7142
 DH7142                         *CURRENT SURVEY CONTROL
 DH7142  ___________________________________________________________________
 DH7142* NAD 83(CORS)-  32 14 25.37273(N)    097 45 15.97241(W)     ADJUSTED  
 DH7142* NAVD 88     -                                                        
 DH7142  ___________________________________________________________________
 DH7142  EPOCH DATE  -        2002.00
 DH7142  X           -    -728,614.310 (meters)                     COMP
 DH7142  Y           -  -5,350,655.800 (meters)                     COMP
 DH7142  Z           -   3,383,102.340 (meters)                     COMP
 DH7142  ELLIP HEIGHT-         178.74  (meters)          (11/??/05) GPS OBS
 DH7142  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DH7142
 DH7142  HORZ ORDER  -  SPECIAL (CORS)
 DH7142  ELLP ORDER  -  SPECIAL (CORS)
 DH7142
 DH7142.ITRF positions are available for this station.
 DH7142.The coordinates were established by GPS observations
 DH7142.and adjusted by the National Geodetic Survey in November 2005..
 DH7142.The coordinates are valid at the epoch date displayed above.
 DH7142.The epoch date for horizontal control is a decimal equivalence
 DH7142.of Year/Month/Day.
 DH7142
 DH7142
 DH7142.The PID for the CORS ARP is DH7141.
 DH7142
 DH7142.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7142
 DH7142.The ellipsoidal height was determined by GPS observations
 DH7142.and is referenced to NAD 83.
 DH7142
 DH7142.The geoid height was determined by GEOID03.
 DH7142
 DH7142;                    North         East     Units Scale Factor Converg.
 DH7142;SPC TXNC     - 2,063,869.991   670,263.636   MT  0.99997207   +0 24 23.9
 DH7142;SPC TXNC     - 6,771,213.46  2,199,023.28   sFT  0.99997207   +0 24 23.9
 DH7142
 DH7142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7142!SPC TXNC     -   0.99997194  x   0.99997207  =   0.99994401
 DH7142
 DH7142                          SUPERSEDED SURVEY CONTROL
 DH7142
 DH7142.No superseded survey control is available for this station.
 DH7142
 DH7142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1734667761(NAD 83)
 DH7142_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7142
 DH7142                          STATION DESCRIPTION
 DH7142
 DH7142'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7142'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7142'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7142'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7142'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7142'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0673 ***********************************************************************
 EN0673  DESIGNATION -  GLENDA
 EN0673  PID         -  EN0673
 EN0673  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0673  USGS QUAD   -  QUAIL (1964)
 EN0673
 EN0673                         *CURRENT SURVEY CONTROL
 EN0673  ___________________________________________________________________
 EN0673* NAD 83(1993)-  34 55 17.39177(N)    100 27 39.52632(W)     ADJUSTED  
 EN0673* NAVD 88     -       726.     (meters)    2382.     (feet)  VERTCON   
 EN0673  ___________________________________________________________________
 EN0673  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 EN0673  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EN0673
 EN0673  HORZ ORDER  -  THIRD
 EN0673
 EN0673.The horizontal coordinates were established by classical geodetic methods
 EN0673.and adjusted by the National Geodetic Survey in February 1996..
 EN0673
 EN0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0673
 EN0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0673
 EN0673.The geoid height was determined by GEOID03.
 EN0673
 EN0673;                    North         East     Units Scale Factor Converg.
 EN0673;SPC TX N     - 1,102,727.404   294,934.105   MT  0.99994816   +0 36 07.7
 EN0673;SPC TX N     - 3,617,864.82    967,629.64   sFT  0.99994816   +0 36 07.7
 EN0673;UTM  14      - 3,865,311.614   366,550.975   MT  0.99981949   -0 50 11.3
 EN0673
 EN0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0673!SPC TX N     -   0.99989025  x   0.99994816  =   0.99983842
 EN0673!UTM  14      -   0.99989025  x   0.99981949  =   0.99970976
 EN0673
 EN0673|---------------------------------------------------------------------|
 EN0673| PID    Reference Object                     Distance      Geod. Az  |
 EN0673|                                                           dddmmss.s |
 EN0673| CX7279 GLENDA RM 1                          10.605 METERS 10512     |
 EN0673| CX7280 GLENDA RM 2                          10.144 METERS 25339     |
 EN0673| CX7278 GLENDA AZ MK                                       2694322.8 |
 EN0673|---------------------------------------------------------------------|
 EN0673
 EN0673                          SUPERSEDED SURVEY CONTROL
 EN0673
 EN0673  NAD 83(1993)-  34 55 17.39338(N)    100 27 39.52591(W) AD(       ) 3
 EN0673  NAD 83(1986)-  34 55 17.39603(N)    100 27 39.51856(W) AD(       ) 3
 EN0673  NAD 27      -  34 55 17.21200(N)    100 27 38.06300(W) AD(       ) 3
 EN0673  NGVD 29 (07/19/86)  726.     (m)         2382.     (f) VERT ANG       
 EN0673
 EN0673.Superseded values are not recommended for survey control.
 EN0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0673.See file dsdata.txt to determine how the superseded data were derived.
 EN0673
 EN0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6655165312(NAD 83)
 EN0673_MARKER: DS = TRIANGULATION STATION DISK
 EN0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0673
 EN0673  HISTORY     - Date     Condition        Report By
 EN0673  HISTORY     - 1951     MONUMENTED       CGS
 EN0673  HISTORY     - 1958     GOOD             CGS
 EN0673  HISTORY     - 1963     POOR             USGS
 EN0673  HISTORY     - 1966     MARK NOT FOUND   CGS
 EN0673
 EN0673                          STATION DESCRIPTION
 EN0673
 EN0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0673'THE STATION IS ABOUT 12.0 MILES AIR LINE EAST-NORTHEAST OF
 EN0673'HEDLEY, ABOUT 4 MILES AIR LINE WEST-NORTHWEST OF QUAIL, ON THE
 EN0673'SOUTH RIGHT OF WAY OF STATE HIGHWAY 203, 0.1 MILE NORTHWEST
 EN0673'OF A FARM HOUSE.  50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 EN0673'10 FEET NORTH OF A FENCE LINE.  AND 4 FEET WEST OF A WHITE
 EN0673'WITNESS POST.  THE STATION MARK, A BRONZE DISK STAMPED GLENDA
 EN0673'1951, IS SET IN A CONCRETE POST WHICH PROJECTS 3 INCHES.
 EN0673'
 EN0673'REFERENCE MARK NO. 1, A BRONZE DISK STAMPED GLENDA NO 1 1951, IS
 EN0673'SET IN A CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS LOCATED
 EN0673'1 FOOT NORTH OF A FENCE LINE AND 59 FEET SOUTH OF THE CENTER LINE
 EN0673'OF THE HIGHWAY.
 EN0673'
 EN0673'REFERENCE MARK NO. 2, A BRONZE DISK STAMPED GLENDA NO 2 1951,
 EN0673'IS SET IN A CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 EN0673'LOCATED 1 FOOT NORTH OF A FENCE LINE AND 59 FEET SOUTH OF THE
 EN0673'CENTER LINE OF THE HIGHWAY.
 EN0673'
 EN0673'THE AZIMUTH MARK IS A BRONZE DISK, STAMPED, GLENDA 1951.  IT
 EN0673'IS SET IN A CONCRETE POST WHICH PROJECTS 6 INCHES.  LOCATED 0.55
 EN0673'MILE WEST OF THE STATION AT A CROSSROADS.  ON THE SOUTH RIGHT OF
 EN0673'WAY OF STATE HIGHWAY 203.  4 FEET NORTHEAST OF A FENCE CORNER.
 EN0673'4 FEET WEST-NORTHWEST OF A WHITE WITNESS POST.  AND 6 FEET
 EN0673'NORTHWEST OF A POWER LINE POLE.
 EN0673'
 EN0673'TO REACH FROM THE POST OFFICE IN HEDLEY, GO NORTH AND EAST
 EN0673'ON STATE HIGHWAY 203 FOR 11.6 MILES TO CROSSROADS.  CONTINUE
 EN0673'STRAIGHT AHEAD 0.55 MILE TO STATION SITE.
 EN0673
 EN0673                          STATION RECOVERY (1958)
 EN0673
 EN0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KAM)
 EN0673'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 EN0673'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  AT
 EN0673'THE PRESENT TIME THE STATION AND REFERENCE MARKS ARE UNDER
 EN0673'ABOUT ONE FOOT OF DRIFTED SAND.
 EN0673'
 EN0673'REFERENCE MARK NO. 2 IS 140 FEET EAST OF A T FENCE CORNER.  THIS
 EN0673'WILL AID IN RECOVERING THE STATION IN THE FUTURE.
 EN0673
 EN0673                          STATION RECOVERY (1963)
 EN0673
 EN0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EN0673'ROAD HAS BEEN WIDENED AND THE MONUMENT WITH THE TABLET WAS
 EN0673'FOUND LYING BESIDE THE ROAD.  NEITHER REFERENCE MARK WAS FOUND.
 EN0673
 EN0673                          STATION RECOVERY (1966)
 EN0673
 EN0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 EN0673'THE UNDER GROUND STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2
 EN0673'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 EN0673'CONDITION.  THE SURFACE STATION MARK WAS FOUND TO BE DESTROYED.
 EN0673'THE SUB-STATION MARK WAS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EN0673'THE ORIGINAL POINT WAS HELD AND THE SUB-MARK WAS LOWERED TO A
 EN0673'DEPTH OF 40 INCHES, AND A NEW SURFACE STATION MARK WAS SET
 EN0673'DIRECTLY ABOVE THE SUB-MARK.
 EN0673'
 EN0673'A COMPELTE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT 12
 EN0673'MILES EAST-NORTHEAST OF HEDLEY, ABOUT 4 MILES WEST OF QUAIL, AND
 EN0673'ALONG THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 203.
 EN0673'
 EN0673'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND F.M.
 EN0673'HIGHWAY 338 IN WELLINGTON, GO NORTH ON U.S. HIGHWAY 83 FOR 2.8
 EN0673'MILES TO THE JUNCTION OF STATE HIGHWAY 203, TURN LEFT, WEST, ON
 EN0673'STATE HIGHWAY 203, GO 11.1 MILES TO THE VILLAGE OF QUAIL, THENCE
 EN0673'CONTINUE WEST ON STATE HIGHWAY 203 FOR 3.8 MILES TO THE
 EN0673'STATION ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.45
 EN0673'MILE TO AZIMUTH MARK ON THE LEFT.
 EN0673'
 EN0673'STATION MARKS ARE STANDARD DISKS, STAMPED GLENDA 1951 1966.  THE
 EN0673'SURFACE STATION DISK IS SET IN A 12 IN BY 12 IN CONCRETE POST,
 EN0673'APPROXIMATELY 3 FEET ABOVE THE LEVEL OF THE HGIHWAY.  IT IS
 EN0673'50 FEET SOUTH OF THE CENTER LINE OF HIGHWAY, 172 FEET EAST OF A
 EN0673'T-FENCE CORNER, AND 1.5 FEET SOUTHWEST OF A METAL WITNESS
 EN0673'POST.  THE UNDER GROUND DISK IS SET IN AN IRREGULAR MASS OF
 EN0673'CONCRETE 40 INCHES BELOW THE SURFACE OF GROUND.
 EN0673'
 EN0673'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED GELENDA NO 1 1951,
 EN0673'IS SET IN A ROUND CONCRETE POST AND IS ABOUT 1 FOOT BELOW THE
 EN0673'SURFACE OF DRIFT SAND.  IT IS 59 FEET SOUTH OF THE CENTER LINE
 EN0673'OF THE HIGHWAY, 205 FEET EAST OF THE T-FENCE CORNER, AND 2
 EN0673'FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE.
 EN0673'
 EN0673'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED GLENDA NO 2 1951,
 EN0673'IS SET IN A ROUND CONCRETE POST AND IS ABOUT 18 INCHES BELOW
 EN0673'THE SURFACE OF DRIFT SAND.  IT IS 59 FEET SOUTH OF THE CENTER
 EN0673'LINE OF HIGHWAY, 140 FEET EAST OF THE T-FENCE CORNER, AND 2 FEET
 EN0673'NORTH OF THE RIGHT-OF-WAY FENCE LINE.
 EN0673'
 EN0673'AZIMUTH MARK, A STANDARD DISK, STAMPED GLENDA 1951, IS SET IN A
 EN0673'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 58 FEET
 EN0673'SOUTH OF THE CENTER LINE OF HIGHWAY, 24 FEET EAST OF THE CENTER
 EN0673'LINE OF A GRAVELED ROAD, AND 3 FEET NORTHEAST OF A CORNER FENCE
 EN0673'POST.
 EN0673'
 EN0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES WEST
 EN0673'OF QUAIL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2676 ***********************************************************************
 AX2676  DESIGNATION -  GLENFLORA
 AX2676  PID         -  AX2676
 AX2676  STATE/COUNTY-  TX/WHARTON
 AX2676  USGS QUAD   -  GLEN FLORA (1980)
 AX2676
 AX2676                         *CURRENT SURVEY CONTROL
 AX2676  ___________________________________________________________________
 AX2676* NAD 83(1993)-  29 20 46.07144(N)    096 11 26.66133(W)     ADJUSTED  
 AX2676* NAVD 88     -        36.4    (meters)     119.     (feet)  VERTCON   
 AX2676  ___________________________________________________________________
 AX2676  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AX2676  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX2676
 AX2676  HORZ ORDER  -  THIRD
 AX2676
 AX2676.The horizontal coordinates were established by classical geodetic methods
 AX2676.and adjusted by the National Geodetic Survey in February 1996..
 AX2676
 AX2676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2676
 AX2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2676
 AX2676.The geoid height was determined by GEOID03.
 AX2676
 AX2676;                    North         East     Units Scale Factor Converg.
 AX2676;SPC TXSC     - 4,170,933.901   872,750.848   MT  0.99986326   +1 22 34.7
 AX2676;SPC TXSC     -13,684,138.97  2,863,350.07   sFT  0.99986326   +1 22 34.7
 AX2676;UTM  14      - 3,249,613.763   772,762.456   MT  1.00051814   +1 22 39.5
 AX2676
 AX2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2676!SPC TXSC     -   0.99999856  x   0.99986326  =   0.99986182
 AX2676!UTM  14      -   0.99999856  x   1.00051814  =   1.00051670
 AX2676
 AX2676|---------------------------------------------------------------------|
 AX2676| PID    Reference Object                     Distance      Geod. Az  |
 AX2676|                                                           dddmmss.s |
 AX2676| CV7214 GLENFLORA RM 1                       23.446 METERS 03104     |
 AX2676| AX2678 TEX ILL GAS PIPE S MW KKF 211       APPROX. 8.8 KM 0425935.9 |
 AX2676| CV7213 GLENFLORA AZ MK                                    0994537.0 |
 AX2676| AX2673 WHARTON MUNICIPAL TANK              APPROX. 9.1 KM 1125841.9 |
 AX2676| CV7215 GLENFLORA RM 2                       22.280 METERS 26017     |
 AX2676|---------------------------------------------------------------------|
 AX2676
 AX2676                          SUPERSEDED SURVEY CONTROL
 AX2676
 AX2676  NAD 83(1986)-  29 20 46.08479(N)    096 11 26.64643(W) AD(       ) 3
 AX2676  NAD 27      -  29 20 45.19557(N)    096 11 25.78515(W) AD(       ) 3
 AX2676  NGVD 29 (07/19/86)   36.4    (m)          119.     (f) VERT ANG       
 AX2676
 AX2676.Superseded values are not recommended for survey control.
 AX2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2676.See file dsdata.txt to determine how the superseded data were derived.
 AX2676
 AX2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7276249614(NAD 83)
 AX2676_MARKER: DS = TRIANGULATION STATION DISK
 AX2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2676
 AX2676  HISTORY     - Date     Condition        Report By
 AX2676  HISTORY     - 1954     MONUMENTED       CGS
 AX2676
 AX2676                          STATION DESCRIPTION
 AX2676
 AX2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2676'STATION IS ABOUT 6 MILES NORTHWEST OF WHARTON, 5 MILES SOUTHEAST OF
 AX2676'EGYPT AND 0.2 MILE SOUTH-SOUTHEAST OF INTERSECTION OF FARM ROADS 102
 AX2676'AND 960 IN THE TOWN OF GLEN FLORA, ON THE PROPERTY OF A.C. NELSON
 AX2676'OF WHARTON, TEXAS.
 AX2676'
 AX2676'TO REACH FROM INTERSECTION OF FARM ROAD 102 AND 960 IN GLEN FLORA, GO
 AX2676'SOUTH ON 960 ABOUT 100 FEET, CROSSING RAILROAD, TURN LEFT, EAST, AND
 AX2676'GO 0.1 MILE TO A COTTON GIN.  PASS TO THE RIGHT OF THE GIN AND GO
 AX2676'250 FEET ACROSS A GRASSY PLOT TO FENCE CORNER AND STATION.  TO REACH
 AX2676'AZIMUTH MARK FROM INTERSECTION OF FARM ROADS 102 AND 960, GO
 AX2676'EAST 0.5 MILE ON 102 TO MARK ON RIGHT AS DESCRIBED.
 AX2676'
 AX2676'STATION MARK IS A STANDARD DISK STAMPED GLENFLORA 1954, SET IN A
 AX2676'CONCRETE MONUMENT AND FLUSH.  IT IS 39 FEET NORTH OF FENCE CORNER AND
 AX2676'16.5 FEET WEST OF A WITNESS POST.
 AX2676'
 AX2676'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GLENFLORA NO 1 1954, SET
 AX2676'IN A CONCRETE MONUMENT PROJECTING 8 INCHES.  THE MARK IS 1 FOOT WEST
 AX2676'OF THE FENCE LINE AND 225 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AX2676'THE FARMERS GIN CO.
 AX2676'
 AX2676'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GLENFLORA NO 2 1954, SET
 AX2676'IN A CONCRETE MONUMENT PROJECTING 6 INCHES.  THE MARK IS 1 FOOT
 AX2676'NORTH OF THE FENCE LINE AND 250 FEET SOUTH OF THE SOUTHEAST CORNER
 AX2676'OF THE FARMERS GIN CO.
 AX2676'
 AX2676'AZIMUTH MARK IS A STANDARD DISK STAMPED GLENFLORA 1954, SET IN A
 AX2676'CONCRETE MONUMENT PROJECTING 6 INCHES.  THE MARK IS 1 FOOT WEST OF
 AX2676'TELEGRAPH POLE 730, 34 FEET SOUTH OF SOUTH RAIL OF RAILROAD, 135
 AX2676'FEET SOUTH OF CENTERLINE OF FARM ROAD 102, ABOUTH 0.35 MILE EAST OF
 AX2676'STATION AND 2 FEET NORTHWEST OF A WITNESS POST.
 AX2676'
 AX2676'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3166 ***********************************************************************
 CS3166  DESIGNATION -  GLENN
 CS3166  PID         -  CS3166
 CS3166  STATE/COUNTY-  TX/PARKER
 CS3166  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS3166
 CS3166                         *CURRENT SURVEY CONTROL
 CS3166  ___________________________________________________________________
 CS3166* NAD 83(1993)-  32 41 40.38835(N)    097 45 57.96922(W)     ADJUSTED  
 CS3166* NAVD 88     -       376.05   (+/-2cm)    1233.8    (feet)  VERTCON   
 CS3166  ___________________________________________________________________
 CS3166  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 CS3166  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CS3166
 CS3166  HORZ ORDER  -  FIRST
 CS3166  VERT ORDER  -  THIRD ? (See Below)
 CS3166
 CS3166.The horizontal coordinates were established by classical geodetic methods
 CS3166.and adjusted by the National Geodetic Survey in February 1996..
 CS3166
 CS3166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3166.The vertical order pertains to the NGVD 29 superseded value.
 CS3166
 CS3166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3166
 CS3166.The geoid height was determined by GEOID03.
 CS3166
 CS3166;                    North         East     Units Scale Factor Converg.
 CS3166;SPC TXNC     - 2,114,222.640   668,812.424   MT  0.99989192   +0 24 00.9
 CS3166;SPC TXNC     - 6,936,412.11  2,194,262.09   sFT  0.99989192   +0 24 00.9
 CS3166;UTM  14      - 3,618,098.622   615,664.840   MT  0.99976496   +0 39 59.7
 CS3166
 CS3166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3166!SPC TXNC     -   0.99994544  x   0.99989192  =   0.99983736
 CS3166!UTM  14      -   0.99994544  x   0.99976496  =   0.99971041
 CS3166
 CS3166:                Primary Azimuth Mark                     Grid Az
 CS3166:SPC TXNC     -  WEATHERFORD CHILDRENS HOME TK            008 08 22.8
 CS3166:UTM  14      -  WEATHERFORD CHILDRENS HOME TK            007 52 24.0
 CS3166
 CS3166|---------------------------------------------------------------------|
 CS3166| PID    Reference Object                     Distance      Geod. Az  |
 CS3166|                                                           dddmmss.s |
 CS3166| CS3176 WEATHERFORD CHILDRENS HOME TK       APPROX. 6.4 KM 0083223.7 |
 CS3166| CY1965 GLENN RM 1                           27.966 METERS 06103     |
 CS3166| CY1966 GLENN RM 2                           19.535 METERS 16136     |
 CS3166| CS3175 WEATHERFORD MUNICIPAL TANK          APPROX. 8.1 KM 3282516.0 |
 CS3166| CY1964 GLENN AZ MK                                        3285502.3 |
 CS3166|---------------------------------------------------------------------|
 CS3166
 CS3166                          SUPERSEDED SURVEY CONTROL
 CS3166
 CS3166  NAD 83(1986)-  32 41 40.39111(N)    097 45 57.95230(W) AD(       ) 1
 CS3166  NAD 27      -  32 41 39.92300(N)    097 45 56.84500(W) AD(       ) 1
 CS3166  NGVD 29 (07/19/86)  375.97   (m)         1233.5    (f) LEVELING    3  
 CS3166
 CS3166.Superseded values are not recommended for survey control.
 CS3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3166.See file dsdata.txt to determine how the superseded data were derived.
 CS3166
 CS3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB1566518099(NAD 83)
 CS3166_MARKER: DS = TRIANGULATION STATION DISK
 CS3166_SETTING: 0 = UNSPECIFIED SETTING
 CS3166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS3166+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2002
 CS3166
 CS3166  HISTORY     - Date     Condition        Report By
 CS3166  HISTORY     - 1946     MONUMENTED       CGS
 CS3166  HISTORY     - 1951     GOOD             CGS
 CS3166  HISTORY     - 1963     GOOD             CGS
 CS3166  HISTORY     - 1963     GOOD             NGS
 CS3166  HISTORY     - 20020317 GOOD             USPSQD
 CS3166
 CS3166                          STATION DESCRIPTION
 CS3166
 CS3166'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3166'STATION IS LOCATED ABOUT 5 MILES SE OF THE CITY OF WEATHERFORD,
 CS3166'ON THE SUMMIT OF A PROMINENT BALD HILL OF PASTURE LAND, AND
 CS3166'ON LAND OWNED BY W.W. GLEN.  IT IS 0.1 MILE W OF STATE HIGHWAY
 CS3166'171 AND 5 FEET N OF A WHITE WOODEN WITNESS POST.
 CS3166'
 CS3166'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3166'IN THE TOP OF CONCRETE POSTS.  STATION DISK IS STAMPED GLENN
 CS3166'1946 AND PROJECTS 2 INCHES.
 CS3166'
 CS3166'REFERENCE MARK 1 IS 88.47 FEET E OF THE STATION AND ON THE
 CS3166'E SLOPE OF THE HILL.  IT IS A BRONZE REFERENCE DISK, STAMPED
 CS3166'GLENN NO 1 1946 AND SET IN THE TOP OF A CONCRETE POST.  IT
 CS3166'PROJECTS 2 INCHES.
 CS3166'
 CS3166'REFERENCE MARK 2 IS 64.08 FEET S OF THE STATION AND ON THE
 CS3166'S SLOPE OF THE HILL.  IT IS A BRONZE REFERENCE DISK, STAMPED
 CS3166'GLENN NO 2 1946 AND SET IN THE TOP OF A CONCRETE POST.  IT
 CS3166'PROJECTS 2 INCHES.
 CS3166'
 CS3166'AZIMUTH MARK IS 0.5 MILE NNW OF THE STATION, 66 FEET W OF THE
 CS3166'APPROXIMATE CENTER LINE OF STATE HIGHWAY 171, 35 FEET E OF
 CS3166'THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD, 2.5 FEET E
 CS3166'OF A WHITE WOODEN WITNESS POST, AND 1 FOOT S OF AN E-W FENCE
 CS3166'LINE.  IT IS A BRONZE AZIMUTH DISK, STAMPED GLENN 1946 AND
 CS3166'SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS 2 INCHES.
 CS3166'
 CS3166'TO REACH THE STATION FROM THE S SIDE OF THE COURTHOUSE SQUARE
 CS3166'IN WEATHERFORD, GO S ON STATE HIGHWAY 171 FOR 4.8 MILES TO
 CS3166'A Y-INTERSECTION AND AZIMUTH MARK AS DESCRIBED.  TURN RIGHT
 CS3166'ON GRAVELED ROAD AND GO S FOR 0.7 MILE TO A WIRE GATE ON THE
 CS3166'LEFT.  PASS THROUGH GATE AND GO N ACROSS PASTURE LAND FOR
 CS3166'0.5 MILE TO THE SUMMIT OF THE HILL AND STATION AS DESCRIBED.
 CS3166'
 CS3166'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3166
 CS3166                          STATION RECOVERY (1951)
 CS3166
 CS3166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS3166'THIS STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 CS3166'CONDITION AS DESCRIBED.  THE SITE OF THE AZIMUTH MARK IS NOW
 CS3166'THE INTERSECTION OF HIGHWAYS NOS. 51 AND 171 AND BOTH ROUTES
 CS3166'ARE BLOCKTOP.  NO EVIDENCE OF THE AZIMUTH MARK WAS FOUND
 CS3166'AND IT IS BELIEVED TO HAVE BEEN PULLED OUT OR COVERED OVER
 CS3166'DURING THE CONSTRUCTION OF THE HIGHWAY JUNCTION.
 CS3166'
 CS3166'WEATHERFORD, MUNICIPAL WATER TANK OR WEATHERFORD, KNIGHTS
 CS3166'OF PYTHIAS SCHOOL, WATER TANK CAN BE USED FOR AZIMUTH.
 CS3166
 CS3166                          STATION RECOVERY (1963)
 CS3166
 CS3166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS3166'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND
 CS3166'TO BE IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS
 CS3166'SEARCHED FOR BUT NOT FOUND.
 CS3166'
 CS3166'THE STATION WAS REACHED FROM THE COURTHOUSE SQUARE IN WEATHERFORD,
 CS3166'BY GOING SOUTH ON STATE HIGHWAY 171 FOR 4.4 MILES TO THE
 CS3166'JUNCTION OF FARM ROAD 51.  CONTINUE SOUTHEAST ON STATE HIGHWAY
 CS3166'171 FOR 0.5 MILE TO THE TOP OF GRADE AND THE END OF TRUCK
 CS3166'TRAVEL.  THENCE PACK SOUTHWESTERLY ACROSS PASTURE ABOUT 1/4
 CS3166'MILE TO HIGHEST PART OF HILL AND THE STATION.
 CS3166
 CS3166                          STATION RECOVERY (1963)
 CS3166
 CS3166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CS3166'STATION MARK--STANDARD USC AND GS DISK IN CONCRETE POST PROJECTING
 CS3166'0.3 FT. ABOVE GROUND, STAMPED ---GLENN 1946---.
 CS3166
 CS3166                          STATION RECOVERY (2002)
 CS3166
 CS3166'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS3166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0947 ***********************************************************************
 FM0947  DESIGNATION -  GLENRIO WATER TANK
 FM0947  PID         -  FM0947
 FM0947  STATE/COUNTY-  TX/DEAF SMITH
 FM0947  USGS QUAD   -  GLENRIO (1982)
 FM0947
 FM0947                         *CURRENT SURVEY CONTROL
 FM0947  ___________________________________________________________________
 FM0947* NAD 83(1993)-  35 10 43.19108(N)    103 02 29.49374(W)     ADJUSTED  
 FM0947* NAVD 88     -                                                        
 FM0947  ___________________________________________________________________
 FM0947  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 FM0947  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FM0947
 FM0947  HORZ ORDER  -  THIRD
 FM0947
 FM0947.The horizontal coordinates were established by classical geodetic methods
 FM0947.and adjusted by the National Geodetic Survey in February 1996..
 FM0947
 FM0947
 FM0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0947
 FM0947.The geoid height was determined by GEOID03.
 FM0947
 FM0947;                    North         East     Units Scale Factor Converg.
 FM0947;SPC TX N     - 1,131,851.637    59,600.458   MT  0.99991954   -0 53 36.1
 FM0947;SPC TX N     - 3,713,416.58    195,539.17   sFT  0.99991954   -0 53 36.1
 FM0947;SPC NM E     -   464,162.115   282,662.506   MT  1.00007966   +0 44 39.6
 FM0947;SPC NM E     - 1,522,838.54    927,368.57   sFT  1.00007966   +0 44 39.6
 FM0947;UTM  13      - 3,894,612.938   678,336.438   MT  0.99999197   +1 07 43.1
 FM0947
 FM0947                          SUPERSEDED SURVEY CONTROL
 FM0947
 FM0947  NAD 83(1993)-  35 10 43.19478(N)    103 02 29.50121(W) AD(       ) 4
 FM0947  NAD 83(1986)-  35 10 43.19744(N)    103 02 29.49229(W) AD(       ) 4
 FM0947  NAD 27      -  35 10 42.99000(N)    103 02 27.68000(W) AD(       ) 3
 FM0947
 FM0947.Superseded values are not recommended for survey control.
 FM0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0947.See file dsdata.txt to determine how the superseded data were derived.
 FM0947
 FM0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7833694613(NAD 83)
 FM0947_MARKER: 51 = TANK
 FM0947
 FM0947  HISTORY     - Date     Condition        Report By
 FM0947  HISTORY     - 1921     FIRST OBSERVED   CGS
 FM0947
 FM0947                          STATION DESCRIPTION
 FM0947
 FM0947'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1567 ***********************************************************************
 AE1567  DESIGNATION -  GLICK
 AE1567  PID         -  AE1567
 AE1567  STATE/COUNTY-  TX/HIDALGO
 AE1567  USGS QUAD   -  HIDALGO (1983)
 AE1567
 AE1567                         *CURRENT SURVEY CONTROL
 AE1567  ___________________________________________________________________
 AE1567* NAD 83(1993)-  26 06 50.40143(N)    098 18 12.20986(W)     ADJUSTED  
 AE1567* NAVD 88     -        32.3    (meters)     106.     (feet)  VERTCON   
 AE1567  ___________________________________________________________________
 AE1567  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AE1567  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AE1567
 AE1567  HORZ ORDER  -  FIRST
 AE1567
 AE1567.The horizontal coordinates were established by classical geodetic methods
 AE1567.and adjusted by the National Geodetic Survey in February 1996..
 AE1567
 AE1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1567
 AE1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1567
 AE1567.The geoid height was determined by GEOID03.
 AE1567
 AE1567;                    North         East     Units Scale Factor Converg.
 AE1567;SPC TX S     - 5,049,577.918   319,665.205   MT  1.00001368   +0 05 21.3
 AE1567;SPC TX S     -16,566,823.55  1,048,768.26   sFT  1.00001368   +0 05 21.3
 AE1567;UTM  14      - 2,888,495.130   569,648.575   MT  0.99965989   +0 18 23.9
 AE1567
 AE1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1567!SPC TX S     -   0.99999867  x   1.00001368  =   1.00001235
 AE1567!UTM  14      -   0.99999867  x   0.99965989  =   0.99965856
 AE1567
 AE1567:                Primary Azimuth Mark                     Grid Az
 AE1567:SPC TX S     -  HIDALGO N MUN TANK                       098 14 54.8
 AE1567:UTM  14      -  HIDALGO N MUN TANK                       098 01 52.2
 AE1567
 AE1567|---------------------------------------------------------------------|
 AE1567| PID    Reference Object                     Distance      Geod. Az  |
 AE1567|                                                           dddmmss.s |
 AE1567| AE1547 HIDALGO N MUN TANK                  APPROX. 4.5 KM 0982016.1 |
 AE1567| CV3221 GLICK RM 1                           10.642 METERS 10618     |
 AE1567| AE1548 HIDALGO S MUN TANK                  APPROX. 4.6 KM 1125159.2 |
 AE1567| CV3222 GLICK RM 2                            8.867 METERS 19952     |
 AE1567| CV3223 GLICK RM 3                                         2912819.1 |
 AE1567|---------------------------------------------------------------------|
 AE1567
 AE1567                          SUPERSEDED SURVEY CONTROL
 AE1567
 AE1567  NAD 83(1986)-  26 06 50.40724(N)    098 18 12.17459(W) AD(       ) 1
 AE1567  NAD 27      -  26 06 49.12852(N)    098 18 11.12138(W) AD(       ) 1
 AE1567  NGVD 29 (07/19/86)   32.4    (m)          106.     (f) VERT ANG       
 AE1567
 AE1567.Superseded values are not recommended for survey control.
 AE1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1567.See file dsdata.txt to determine how the superseded data were derived.
 AE1567
 AE1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP6964988495(NAD 83)
 AE1567_MARKER: DS = TRIANGULATION STATION DISK
 AE1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1567
 AE1567  HISTORY     - Date     Condition        Report By
 AE1567  HISTORY     - 1974     MONUMENTED       NGS
 AE1567
 AE1567                          STATION DESCRIPTION
 AE1567
 AE1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1567'THE STATION IS ABOUT 6-1/2 MILES SOUTH AND 4-1/2 MILES WEST OF
 AE1567'MCALLEN, 6-1/2 MILES SOUTH AND 1-1/2 MILES EAST OF MISSION, 2-1/2
 AE1567'MILES WEST AND 1/2 MILE NORTH OF HIDALGO AND ABOUT 0.1 MILE WEST OF
 AE1567'THE RIO GRANDE RIVER, ON PROPERTY OWNED BY THE GLICK BROTHERS.
 AE1567'
 AE1567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM
 AE1567'ROAD 1016 ABOUT 1 MILE SOUTH OF MISSION, GO SOUTH AND SOUTHEAST ON
 AE1567'FARM ROAD 1016 FOR 3.3 MILES TO THE JUNCTION WITH FARM ROAD 494.
 AE1567'TURN RIGHT AND GO SOUTH ON FARM ROAD 494 FOR 0.8 MILE TO A PAVED
 AE1567'SIDE ROAD RIGHT AND A SIGN ANZALDUAS COUNTY PARK AND DAM.  TURN
 AE1567'RIGHT AND GO WEST ON THE PAVED ROAD FOR 0.3 MILE TO A T-ROAD
 AE1567'JUNCTION.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.15
 AE1567'MILE TO THE END OF THE GRAVELED ROAD A PAVED T-ROAD JUNCTION.  TURN
 AE1567'RIGHT AND GO WEST, PASSING TO THE NORTH OF A BRICK BUILDING
 AE1567'FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST AND
 AE1567'SOUTH ALONG THE TOP OF A LEVEE FOR 0.65 MILE TO A GRAVELED SIDE
 AE1567'ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON THE GRAVELED ROAD
 AE1567'FOR 0.7 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH AND
 AE1567'SOUTHEAST FOR 0.2 MILE TO WHERE THE ROAD TURNS RIGHT AT A HOUSE.
 AE1567'TURN RIGHT AND CONTINUE SOUTH AND SOUTHEAST ON A GRAVELED ROAD
 AE1567'FOR 0.5 MILE TO A GRAVELED CROSSROAD AT A SMALL SETTLEMENT.
 AE1567'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.3 MILE TO WHERE
 AE1567'THE ROAD TURNS LEFT AND REFERENCE MARK 3 ON THE RIGHT.  TURN LEFT
 AE1567'AND GO EAST ON THE GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD AND
 AE1567'THE STATION ON THE LEFT.
 AE1567'
 AE1567'STATION MARKS ARE STANDARD DISKS, STAMPED GLICK 1974.  THE SURFACE
 AE1567'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1567'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 139.0 FEET NORTH OF
 AE1567'THE CENTER OF A GRAVELED ROAD, 33.8 FEET WEST OF A WITNESS POST
 AE1567'NEAR REFERENCE MARK 1, 31.0 FEET NORTH OF A WITNESS POST NEAR
 AE1567'REFERENCE MARK 2 AND 22.0 FEET WEST OF THE CENTER OF A TRACK
 AE1567'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 AE1567'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AE1567'
 AE1567'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GLICK NO 1 1974, SET IN
 AE1567'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AE1567'5 INCHES ABOVE THE GROUND.  IT IS 13.0 FEET EAST OF THE CENTER OF
 AE1567'THE TRACK ROAD, 2.3 FEET SOUTHEAST OF THE WITNESS POST AND ABOUT
 AE1567'THE SAME ELEVATION AS THE STATION.
 AE1567'
 AE1567'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GLICK NO 2 1974, SET
 AE1567'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AE1567'5 INCHES ABOVE THE GROUND.  IT IS 111.0 FEET NORTH OF THE CENTER OF
 AE1567'THE GRAVELED ROAD, 16.0 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 AE1567'1.9 FEET NORTH OF THE WITNESS POST AND ABOUT THE SAME ELEVATION
 AE1567'AS THE STATION.
 AE1567'
 AE1567'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GLICK NO 3 1974AZ, SET
 AE1567'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AE1567'2 INCHES ABOVE THE GROUND.  IT IS 14.0 FEET SOUTH OF THE CENTER OF
 AE1567'A GRAVELED ROAD, 4.0 FEET EAST OF A WITNESS POST AND 3.3 FEET
 AE1567'SOUTHEAST OF A POWER LINE POLE.  THIS MARK WILL SERVE AS THE AZIMUTH
 AE1567'MARK.
 AE1567'
 AE1567'NEAREST TOWN--HIDALGO.
 AE1567'
 AE1567'HEIGHT OF LIGHT ABOVE STATION MARK 5.91 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2775 ***********************************************************************
 AX2775  DESIGNATION -  GLIDDEN
 AX2775  PID         -  AX2775
 AX2775  STATE/COUNTY-  TX/COLORADO
 AX2775  USGS QUAD   -  COLUMBUS (1981)
 AX2775
 AX2775                         *CURRENT SURVEY CONTROL
 AX2775  ___________________________________________________________________
 AX2775* NAD 83(1993)-  29 40 57.33720(N)    096 36 45.33434(W)     ADJUSTED  
 AX2775* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 AX2775  ___________________________________________________________________
 AX2775  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AX2775  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX2775
 AX2775  HORZ ORDER  -  FIRST
 AX2775
 AX2775.The horizontal coordinates were established by classical geodetic methods
 AX2775.and adjusted by the National Geodetic Survey in February 1996..
 AX2775
 AX2775.The orthometric height was scaled from a topographic map.
 AX2775
 AX2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2775
 AX2775.The geoid height was determined by GEOID03.
 AX2775
 AX2775;                    North         East     Units Scale Factor Converg.
 AX2775;SPC TXSC     - 4,207,306.259   831,038.137   MT  0.99988159   +1 10 10.6
 AX2775;SPC TXSC     -13,803,470.62  2,726,497.62   sFT  0.99988159   +1 10 10.6
 AX2775;UTM  14      - 3,285,999.331   731,023.429   MT  1.00025857   +1 10 57.9
 AX2775
 AX2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2775!SPC TXSC     -   0.99998730  x   0.99988159  =   0.99986889
 AX2775!UTM  14      -   0.99998730  x   1.00025857  =   1.00024586
 AX2775
 AX2775:                Primary Azimuth Mark                     Grid Az
 AX2775:SPC TXSC     -  COLUMBUS COLORADO CO CTHSE               068 36 29.2
 AX2775:UTM  14      -  COLUMBUS COLORADO CO CTHSE               068 35 41.9
 AX2775
 AX2775|---------------------------------------------------------------------|
 AX2775| PID    Reference Object                     Distance      Geod. Az  |
 AX2775|                                                           dddmmss.s |
 AX2775| AX2770 COLUMBUS COLORADO CO CTHSE          APPROX. 7.5 KM 0694639.8 |
 AX2775| CV7218 GLIDDEN RM 2                         30.059 METERS 22834     |
 AX2775| CV7216 GLIDDEN AZ MK                                      2682753.5 |
 AX2775| AX2779 WEIMAR MUNICIPAL TANK               APPROX.16.7 KM 2774216.0 |
 AX2775| AX2780 WEIMAR ST MICHAELS CATH CH          APPROX.16.4 KM 2792943.4 |
 AX2775|---------------------------------------------------------------------|
 AX2775
 AX2775                          SUPERSEDED SURVEY CONTROL
 AX2775
 AX2775  NAD 83(1986)-  29 40 57.35211(N)    096 36 45.32067(W) AD(       ) 1
 AX2775  NAD 27      -  29 40 56.50500(N)    096 36 44.41800(W) AD(       ) 1
 AX2775
 AX2775.Superseded values are not recommended for survey control.
 AX2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2775.See file dsdata.txt to determine how the superseded data were derived.
 AX2775
 AX2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3102385999(NAD 83)
 AX2775_MARKER: DS = TRIANGULATION STATION DISK
 AX2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2775
 AX2775  HISTORY     - Date     Condition        Report By
 AX2775  HISTORY     - 1943     MONUMENTED       CGS
 AX2775  HISTORY     - 1954     GOOD             CGS
 AX2775  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AX2775
 AX2775                          STATION DESCRIPTION
 AX2775
 AX2775'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2775'THE STATION IS LOCATED ABOUT 4.5 MILES WSW OF COLUMBUS, AND
 AX2775'2.0 MILES S OF GLIDDEN, ON THE HIGHEST POINT OF A GRAVEL HILL,
 AX2775'AND ON THE N EDGE OF THE COUNTY ROAD RIGHT-OF-WAY.  IT IS
 AX2775'35 FEET N OF THE CENTER OF THE GRAVEL ROAD, AND 1 FOOT S OF
 AX2775'THE E-W FENCE LINE.  THE DISK IS STAMPED GLIDDEN 1943, AND
 AX2775'PROJECTS 3 INCHES.
 AX2775'
 AX2775'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2775'DISKS SET IN CONCRETE.
 AX2775'
 AX2775'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 26 FEET S OF THE
 AX2775'CENTER OF THE GRAVEL ROAD, AND 1 FOOT S OF THE E-W FENCE
 AX2775'LINE.  THE DISK IS STAMPED GLIDDEN NO. 1 1943, AND PROJECTS
 AX2775'8 INCHES.
 AX2775'
 AX2775'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 20 FEET S OF THE
 AX2775'CENTER OF THE GRAVEL ROAD, AND 1 FOOT S OF THE E-W FENCE
 AX2775'LINE.  THE DISK IS STAMPED GLIDDEN NO. 2 1943, AND PROJECTS
 AX2775'6 INCHES.
 AX2775'
 AX2775'THE AZIMUTH MARK IS 0.3 MILE W OF THE STATION, 10 FEET N
 AX2775'OF THE CENTER OF THE GRAVEL ROAD, AND 1 FOOT S OF THE E-W
 AX2775'FENCE LINE.  THE DISK IS STAMPED GLIDDEN 1943, AND PROJECTS
 AX2775'4 INCHES.  TO REACH FROM THE STATION.  GO W ON GRAVEL ROAD
 AX2775'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 AX2775'
 AX2775'TO REACH THE STATION FROM THE RAILROAD STATION IN GLIDDEN.
 AX2775'GO W ON U.S. HIGHWAY 90 FOR 0.3 MILE TO A SIDE STREET LEFT.
 AX2775'TURN LEFT AND GO S FOR 0.05 MILE (1 BLOCK) TO A RIGHT TURN.
 AX2775'TURN RIGHT AND GO W FOR 0.05 MILE (1 BLOCK) TO A LEFT TURN IN
 AX2775'ROAD.  TURN LEFT AND CONTINUE S FOR 1.1 MILES TO A RIGHT
 AX2775'TURN IN GRAVEL ROAD.  TURN RIGHT AND GO W FOR 1.3 MILES TO THE
 AX2775'TOP OF A GRAVEL HILL AND MARK ON THE RIGHT.
 AX2775'
 AX2775'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX2775'
 AX2775'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 AX2775
 AX2775                          STATION RECOVERY (1954)
 AX2775
 AX2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2775'ALL MARKS WERE FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 AX2775
 AX2775                          STATION RECOVERY (1959)
 AX2775
 AX2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 AX2775'THIS STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 AX2775'RECOVERED.  THE AZIMUTH MARK WAS FOUND IN A DAMAGED CONDITION
 AX2775'AT THE EDGE OF THE ROAD CUT.  THE ROAD IS BEING REBUILT AS A
 AX2775'F.M. HIGHWAY AND ALL MARKS WERE IN THE CONSTRUCTION AREA.
 AX2775'
 AX2775'GLIDDEN 2 1959 WAS ESTABLISHED AT THE SOUTH SIDE OF THE NEW
 AX2775'RIGHT-OF-WAY AND THE ORIGINAL MARKS WERE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2772 ***********************************************************************
 AX2772  DESIGNATION -  GLIDDEN 2
 AX2772  PID         -  AX2772
 AX2772  STATE/COUNTY-  TX/COLORADO
 AX2772  USGS QUAD   -  COLUMBUS (1981)
 AX2772
 AX2772                         *CURRENT SURVEY CONTROL
 AX2772  ___________________________________________________________________
 AX2772* NAD 83(1993)-  29 40 56.48677(N)    096 36 45.45783(W)     ADJUSTED  
 AX2772* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 AX2772  ___________________________________________________________________
 AX2772  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AX2772  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX2772
 AX2772  HORZ ORDER  -  SECOND
 AX2772
 AX2772.The horizontal coordinates were established by classical geodetic methods
 AX2772.and adjusted by the National Geodetic Survey in February 1996..
 AX2772.No horizontal observational check was made to the station.
 AX2772
 AX2772.The orthometric height was scaled from a topographic map.
 AX2772
 AX2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2772
 AX2772.The geoid height was determined by GEOID03.
 AX2772
 AX2772;                    North         East     Units Scale Factor Converg.
 AX2772;SPC TXSC     - 4,207,280.014   831,035.352   MT  0.99988156   +1 10 10.6
 AX2772;SPC TXSC     -13,803,384.51  2,726,488.48   sFT  0.99988156   +1 10 10.6
 AX2772;UTM  14      - 3,285,973.075   731,020.649   MT  1.00025856   +1 10 57.8
 AX2772
 AX2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2772!SPC TXSC     -   0.99998730  x   0.99988156  =   0.99986886
 AX2772!UTM  14      -   0.99998730  x   1.00025856  =   1.00024585
 AX2772
 AX2772|---------------------------------------------------------------------|
 AX2772| PID    Reference Object                     Distance      Geod. Az  |
 AX2772|                                                           dddmmss.s |
 AX2772| AX2775 GLIDDEN                              26.395 METERS 00714     |
 AX2772| CV7217 GLIDDEN RM 1                         23.890 METERS 07403     |
 AX2772| CV7219 GLIDDEN 2 RM 1                       15.245 METERS 14031     |
 AX2772| CV7220 GLIDDEN 2 RM 2                       17.535 METERS 23840     |
 AX2772|---------------------------------------------------------------------|
 AX2772
 AX2772                          SUPERSEDED SURVEY CONTROL
 AX2772
 AX2772  NAD 83(1986)-  29 40 56.50168(N)    096 36 45.44416(W) AD(       ) 2
 AX2772  NAD 27      -  29 40 55.65500(N)    096 36 44.54100(W) AD(       ) 2
 AX2772
 AX2772.Superseded values are not recommended for survey control.
 AX2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2772.See file dsdata.txt to determine how the superseded data were derived.
 AX2772
 AX2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3102185973(NAD 83)
 AX2772_MARKER: DS = TRIANGULATION STATION DISK
 AX2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2772+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 AX2772
 AX2772  HISTORY     - Date     Condition        Report By
 AX2772  HISTORY     - 1959     MONUMENTED       CGS
 AX2772  HISTORY     - 1963     GOOD             CGS
 AX2772  HISTORY     - 20030806 GOOD             FSURVY
 AX2772
 AX2772                          STATION DESCRIPTION
 AX2772
 AX2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WCR)
 AX2772'STATION IS MARKED WITH A STANDARD DISK STAMPED GLIDDEN 2 1959
 AX2772'IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, ON A PROMINENT
 AX2772'ROCKY GRAVEL HILL ABOUT 4-1/2 MILES WEST, SOUTHWEST OF COLUMBUS
 AX2772'AND 2 MILES AIRLINE SOUTHWEST OF THE VILLAGE OF GLIDDEN.
 AX2772'THE HILL SURROUNDED BY A DENSE GROWTH OF SCRUB TIMBER, IS
 AX2772'IN RANGE COUNTRY ABOUT 1 MILE SOUTH OF HIGHWAY NO. 90.
 AX2772'
 AX2772'STATION IS 3 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF
 AX2772'THE ROAD, WHICH WILL BE AT THE TOP OF A 6 FOOT CUT IN A FM
 AX2772'ROAD, 16 YARDS NORTHWEST OF A BRACED POWER POLE AND 55 YARDS
 AX2772'NORTHWEST OF A SMALL RELAY TOWER ABOUT 100 FEET HIGH BELONGING
 AX2772'TO THE LCRA COMPANY.  IT IS ABOUT 80 YARDS NORTHEAST OF A
 AX2772'SMALL RESIDENCE.
 AX2772'
 AX2772'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GLIDDEN 2
 AX2772'1959 NO. 1 IN A CONCRETE MONUMENT PROJECTING ABOUT 1 INCH, 6
 AX2772'YARDS SOUTHWEST OF THE BRACED POWER POLE.
 AX2772'
 AX2772'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GLIDDEN 1959
 AX2772'NO. 2 IN A CONCRETE MONUMENT PROJECTING ABOUT 1 INCH, 10
 AX2772'YARDS SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF THE ROAD AND 2
 AX2772'FEET EAST OF A FENCE LINE WHICH IS THE EAST FENCE LINE OF THE
 AX2772'SMALL RESIDENCE.
 AX2772'
 AX2772'TO REACH FROM THE RAILROAD STATION IN GLIDDEN.  GO WEST ON
 AX2772'HIGHWAY NO. 90, 0.3 MILE.  TURN LEFT OFF THE HIGHWAY AND GO
 AX2772'SOUTH 1 BLOCK, THEN GO RIGHT OR WEST 1 BLOCK AND THEN FOLLOW
 AX2772'THE MAIN ROAD SOUTH 01.1 MILES TO A T-ROAD WEST.  TURN RIGHT
 AX2772'HERE AND FOLLOW THE MAIN ROAD WEST 01.3 MILES TO THE TOP
 AX2772'OF THE HILL AND THE STATION ON THE LEFT AT THE TOP OF THE
 AX2772'CUT AS DESCRIBED.
 AX2772
 AX2772                          STATION RECOVERY (1963)
 AX2772
 AX2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2772'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 AX2772'GOOD CONDITION.  NO DESCRIPTION WAS AVAILABLE WHEN STATION
 AX2772'WAS RECOVERED.  STATION IS APPROXIMATELY 65 FT SOUTH OF F.M.
 AX2772'2434 ON TOP OF A HILL NORTH-WEST OF A RADIO TOWER APPROXIMATELY
 AX2772'4.5 MILES WEST-SOUTH-WEST OF COLUMBUS.  REFERENCE MARK 1 IS SOUTH
 AX2772'EAST OF STATION AND 2 IS WEST OF STATION.  TO REACH FROM
 AX2772'INTERSECTION OF S.H. 71 AND U.S. 90 IN COLUMBUS GO WEST ON
 AX2772'U.S. 90 2.2 MILES TO GLIDDEN R.R. STATION-CONTINUE WEST ON
 AX2772'U.S.  90 0.2 MILES TO PAVED ROAD LEFT.  TURN LEFT (SOUTH) AND
 AX2772'GO 0.1 MILES TO CROSS ROAD TURN RIGHT AND FOLLOW PAVED
 AX2772'ROAD 0.5 MILES TO IH 10 AND BEGINNING F.M. 2434.  FOLLOW
 AX2772'F.M. 2434 1.8 MILE TO TOP OF HILL AND STATION ON LEFT.
 AX2772
 AX2772                          STATION RECOVERY (2003)
 AX2772
 AX2772'RECOVERY NOTE BY FRANK SURVEYING COMPANY 2003 (MWL)
 AX2772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7284 ***********************************************************************
 AC7284  DESIGNATION -  GLIMP
 AC7284  PID         -  AC7284
 AC7284  STATE/COUNTY-  TX/LAMPASAS
 AC7284  USGS QUAD   -  CASTLE PEAK (1959)
 AC7284
 AC7284                         *CURRENT SURVEY CONTROL
 AC7284  ___________________________________________________________________
 AC7284* NAD 83(1993)-  31 16 03.75839(N)    098 21 56.38084(W)     ADJUSTED  
 AC7284* NAVD 88     -       503.1    (meters)    1651.     (feet)  VERTCON   
 AC7284  ___________________________________________________________________
 AC7284  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 AC7284  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AC7284
 AC7284  HORZ ORDER  -  THIRD
 AC7284
 AC7284.The horizontal coordinates were established by classical geodetic methods
 AC7284.and adjusted by the National Geodetic Survey in March 1997..
 AC7284
 AC7284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7284
 AC7284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7284
 AC7284.The geoid height was determined by GEOID03.
 AC7284
 AC7284;                    North         East     Units Scale Factor Converg.
 AC7284;SPC TX C     - 3,179,141.869   887,364.111   MT  0.99989250   +1 00 48.5
 AC7284;SPC TX C     -10,430,234.62  2,911,293.75   sFT  0.99989250   +1 00 48.5
 AC7284;UTM  14      - 3,459,445.129   560,388.548   MT  0.99964498   +0 19 45.3
 AC7284
 AC7284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7284!SPC TX C     -   0.99992502  x   0.99989250  =   0.99981753
 AC7284!UTM  14      -   0.99992502  x   0.99964498  =   0.99957003
 AC7284
 AC7284                          SUPERSEDED SURVEY CONTROL
 AC7284
 AC7284  NGVD 29 (03/17/97)  503.0    (m)         1650.     (f) VERT ANG       
 AC7284
 AC7284.Superseded values are not recommended for survey control.
 AC7284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7284.See file dsdata.txt to determine how the superseded data were derived.
 AC7284
 AC7284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV6038959445(NAD 83)
 AC7284_MARKER: DS = TRIANGULATION STATION DISK
 AC7284
 AC7284  HISTORY     - Date     Condition        Report By
 AC7284  HISTORY     - 1958     MONUMENTED       USGS
 AC7284
 AC7284                          STATION DESCRIPTION
 AC7284
 AC7284'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AC7284'STATION IS 3 MI. N. AND 1 MI. E. OF LOMETA, IN LAMPASAS COUNTY, TEXAS,
 AC7284'ON LAND OWNED BY MR. CLYDE GLIMP.  STATION IS ABOUT 1/2 MI. N. OF THE
 AC7284'HIGHEST PART OF THE MAIN E-W. RIDGE, ON THE HIGH PART OF A SPUR RIDGE
 AC7284'EXTENDING N. FROM MAIN RIDGE.
 AC7284'TO REACH FROM LOMETA, DRIVE E. ALONG FARM ROAD 581 4.4 MI. TO A T-RD.
 AC7284'N., THENCE N. AND E. 0.9 MI. ALONG COUNTY RD. TO A STOCK GUARD ON
 AC7284'LEFT, THENCE N. THRU CATTLEGUARD 0.5 MI. TO A STOCK GUARD ON LEFT,
 AC7284'THENCE W. THRU STOCK GUARD 0.2 MI. TO BRICK HOME OF MR. CLYDE GLIMP.
 AC7284'CONTINUE 0.1 MI. NW. TO BARN YARD, DRIVE THRU 4 WHITE PLANK GATES,
 AC7284'TURNING S. AT 4TH GATE AT THE NW. CORNER OF A RED TILE SHEEP SHED,
 AC7284'THENCE W. 0.7 MI. ALONG A PASTURE RD. TO A PROMINENT SADDLE IN N-S.
 AC7284'RIDGE, THENCE S. ALONG RD. 0.6 MI. TO A WINDMILL NEAR A SHALLOW SADDLE
 AC7284'IN RIDGE.  STATION IS NE. OF WINDMILL 1058.5 FT. 213 DEGREES 06.3
 AC7284'MINUTES, SW, AND ON HIGH GROUND.  BRUSH HAS BEEN CLEARED FROM HILL.
 AC7284'STATION MARK--STANDARD TABLET CEMENTED IN LIMESTONE ABOUT 1 FT. ABOVE
 AC7284'GROUND, STAMPED---GLIMP VABM 1958---.
 AC7284'REFERENCE MARK--WINDMILL STAND PIPE OVER WATER WELL, 1058.5 FT.
 AC7284'DISTANCE 33 DEGREES 06.3 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9232 ***********************************************************************
 AF9232  DESIGNATION -  GLORY ET
 AF9232  PID         -  AF9232
 AF9232  STATE/COUNTY-  TX/STONEWALL
 AF9232  USGS QUAD   -  OLD GLORY (1969)
 AF9232
 AF9232                         *CURRENT SURVEY CONTROL
 AF9232  ___________________________________________________________________
 AF9232* NAD 83(1993)-  33 09 57.38072(N)    100 06 48.42504(W)     ADJUSTED  
 AF9232* NAVD 88     -       555.7    (meters)    1823.     (feet)  VERTCON   
 AF9232  ___________________________________________________________________
 AF9232  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AF9232  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AF9232
 AF9232  HORZ ORDER  -  THIRD
 AF9232
 AF9232.The horizontal coordinates were established by classical geodetic methods
 AF9232.and adjusted by the National Geodetic Survey in July 1998..
 AF9232
 AF9232.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9232
 AF9232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9232
 AF9232.The geoid height was determined by GEOID03.
 AF9232
 AF9232;                    North         East     Units Scale Factor Converg.
 AF9232;SPC TXNC     - 2,167,409.736   449,525.454   MT  0.99987460   -0 52 47.9
 AF9232;SPC TXNC     - 7,110,910.11  1,474,818.09   sFT  0.99987460   -0 52 47.9
 AF9232;UTM  14      - 3,670,235.135   396,178.508   MT  0.99973290   -0 36 33.1
 AF9232
 AF9232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9232!SPC TXNC     -   0.99991723  x   0.99987460  =   0.99979184
 AF9232!UTM  14      -   0.99991723  x   0.99973290  =   0.99965015
 AF9232
 AF9232                          SUPERSEDED SURVEY CONTROL
 AF9232
 AF9232  NGVD 29 (07/17/98)  555.5    (m)         1823.     (f) VERT ANG       
 AF9232
 AF9232.Superseded values are not recommended for survey control.
 AF9232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9232.See file dsdata.txt to determine how the superseded data were derived.
 AF9232
 AF9232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB9617970235(NAD 83)
 AF9232_MARKER: DS = TRIANGULATION STATION DISK
 AF9232
 AF9232  HISTORY     - Date     Condition        Report By
 AF9232  HISTORY     - 1962     MONUMENTED       USGS
 AF9232
 AF9232                          STATION DESCRIPTION
 AF9232
 AF9232'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AF9232'STATION LOCATED ON THE HIGHEST POINT OF A SMALL MESA, APPROXIMATELY 7
 AF9232'MI. (AIRLINE) ENE. OF ASPERMONT AND APPROXIMATELY 4 MI. (AIRLINE) NW.
 AF9232'OF OLD GLORY.
 AF9232'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83, 380, AND
 AF9232'FARM ROAD 1263 IN THE N. EDGE OF ASPERMONT, GO E. ON FARM ROAD 1263
 AF9232'1.6 MI. TO T-RD. E., THENCE E. ON T-RD. 3.0 MI. TO END OF GRADED RD.
 AF9232'TURN LEFT ABOUT 200 FT. TO RD. FORK, THENCE RIGHT 0.15 MI. TO RD.
 AF9232'FORK, THENCE RIGHT (E.) 2.8 MI. TO RD. FORK.  AT THIS POINT LEAVE RD.
 AF9232'AND DRIVE NE. ACROSS COUNTRY 0.5 MI. TO HIGHEST POINT OF SMALL MESA
 AF9232'AND STATION.
 AF9232'STATION MARK--A STANDARD USGS TRIANGULATION TABLET ---STAMPED---
 AF9232'---GLORY-ET 1962---, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7039 ***********************************************************************
 AW7039  DESIGNATION -  GLS AP STA A
 AW7039  PID         -  AW7039
 AW7039  STATE/COUNTY-  TX/GALVESTON
 AW7039  USGS QUAD   -  GALVESTON (1994)
 AW7039
 AW7039                         *CURRENT SURVEY CONTROL
 AW7039  ___________________________________________________________________
 AW7039* NAD 83(1993)-  29 15 32.04992(N)    094 51 20.66920(W)     ADJUSTED  
 AW7039* NAVD 88     -         1.3    (meters)       4.     (feet)  GPS OBS   
 AW7039  ___________________________________________________________________
 AW7039  X           -    -471,387.685 (meters)                     COMP
 AW7039  Y           -  -5,548,860.613 (meters)                     COMP
 AW7039  Z           -   3,098,955.647 (meters)                     COMP
 AW7039  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AW7039  ELLIP HEIGHT-         -25.23  (meters)          (03/15/01) GPS OBS
 AW7039  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW7039
 AW7039  HORZ ORDER  -  THIRD
 AW7039  ELLP ORDER  -  FIFTH     CLASS I
 AW7039
 AW7039.This mark is at Scholes Fld (GLS) Airport (GLS)
 AW7039
 AW7039.The horizontal coordinates were established by GPS observations
 AW7039.and adjusted by the National Geodetic Survey in May 1997..
 AW7039
 AW7039.The orthometric height was determined by GPS observations and a
 AW7039.high-resolution geoid model.
 AW7039
 AW7039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7039
 AW7039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7039
 AW7039.The ellipsoidal height was determined by GPS observations
 AW7039.and is referenced to NAD 83.
 AW7039
 AW7039.The geoid height was determined by GEOID03.
 AW7039
 AW7039;                    North         East     Units Scale Factor Converg.
 AW7039;SPC TXSC     - 4,165,125.863 1,002,662.630   MT  0.99986412   +2 01 49.2
 AW7039;SPC TXSC     -13,665,083.77  3,289,568.98   sFT  0.99986412   +2 01 49.2
 AW7039;UTM  15      - 3,238,097.898   319,686.577   MT  1.00000121   -0 54 26.1
 AW7039
 AW7039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7039!SPC TXSC     -   1.00000396  x   0.99986412  =   0.99986808
 AW7039!UTM  15      -   1.00000396  x   1.00000121  =   1.00000517
 AW7039
 AW7039:                Primary Azimuth Mark                     Grid Az
 AW7039:SPC TXSC     -  FAA GLS A                                316 54 16.3
 AW7039:UTM  15      -  FAA GLS A                                319 50 31.6
 AW7039
 AW7039|---------------------------------------------------------------------|
 AW7039| PID    Reference Object                     Distance      Geod. Az  |
 AW7039|                                                           dddmmss.s |
 AW7039| AW7040 FAA GLS A                           426.498 METERS 3185605.5 |
 AW7039|---------------------------------------------------------------------|
 AW7039
 AW7039                          SUPERSEDED SURVEY CONTROL
 AW7039
 AW7039  ELLIP H (05/12/97)  -25.13   (m)                       GP(       ) 5 1
 AW7039  NAD 83(1993)-  29 15 32.04905(N)    094 51 20.66937(W) AD(       ) 3
 AW7039  ELLIP H (02/16/96)  -25.12   (m)                       GP(       ) 5 1
 AW7039  ELLIP H (01/21/93)  -25.33   (m)                       GP(       ) 4 2
 AW7039  NAD 83(1986)-  29 15 32.06164(N)    094 51 20.65009(W) AD(       ) 3
 AW7039  NGVD 29 (10/18/91)    1.4    (m)            5.     (f) GPS OBS        
 AW7039
 AW7039.Superseded values are not recommended for survey control.
 AW7039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7039.See file dsdata.txt to determine how the superseded data were derived.
 AW7039
 AW7039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1968738098(NAD 83)
 AW7039_MARKER: DT = TOPOGRAPHIC STATION DISK
 AW7039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7039_SP_SET: CONCRETE POST
 AW7039_STAMPING: AP 1960 STA A
 AW7039_MARK LOGO: CGS   
 AW7039_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7039+STABILITY: SURFACE MOTION
 AW7039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7039+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 AW7039
 AW7039  HISTORY     - Date     Condition        Report By
 AW7039  HISTORY     - 1960     MONUMENTED       CGS
 AW7039  HISTORY     - 19910218 GOOD             NGS
 AW7039  HISTORY     - 19930615 GOOD             NGS
 AW7039  HISTORY     - 19950928 GOOD             NGS
 AW7039  HISTORY     - 20031215 GOOD             USPSQD
 AW7039  HISTORY     - 20050131 GOOD             USPSQD
 AW7039
 AW7039                          STATION DESCRIPTION
 AW7039
 AW7039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AW7039'THE STATION IS LOCATED ON THE WEST SIDE OF GALVESTON, AT THE
 AW7039'GALVESTON/SCHOLES FIELD AIRPORT, NEAR THE SOUTH CORNER OF THE
 AW7039'CONCRETE END OF RUNWAY 31.  OWNERSHIP--CITY OF GALVESTON, P.O. BOX
 AW7039'3266, GALVESTON, TX 77552.  PHONE 409-763-1668.  AIRPORT MANAGER IS
 AW7039'H.ROSS GRIEF, PHONE 409-766-2141 OR 409-744-1606.  NOTE--CONTACT
 AW7039'CHARLES FELTS MAINTENANCE SUPERVISOR ONE DAY IN ADVANCE OF ANY SURVEY
 AW7039'FOR AN ESCORT NEEDED FOR ACCESS TO THE RUNWAYS.
 AW7039'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTHEAST BOUND LANE OF
 AW7039'INTERSTATE 45 (EXIT 1-A) AND 61ST STREET (BUTTERROWE BLVD.), FROM THE
 AW7039'END OF THE EXIT RAMP OF INTERSTATE 45 GO WEST ON 61ST STREET FOR 1.61
 AW7039'KM (1.00 MI) TO THE JUNCTION OF STEWART ROAD (WITH AIRPORT SIGN).
 AW7039'TURN RIGHT, SOUTHWEST, ON STEWART ROAD FOR 0.8 KM (0.5 MI) TO A FORK
 AW7039'(JONES DRIVE).  BEAR RIGHT, SOUTHWEST, ON JONES DRIVE FOR 1.13 KM
 AW7039'(0.70 MI) TO THE JUNCTION OF HOPE BLVD, ON THE RIGHT.  TURN RIGHT,
 AW7039'NORTHERLY, ON HOPE BLVD, FOR ABOUT 30.5 M (100.1 FT) TO THE JUNCTION
 AW7039'OF AIRPORT BLVD, ON THE LEFT.  TURN LEFT, SOUTHWEST, ON AIRPORT
 AW7039'BOULEVARD FOR 0.56 KM (0.35 MI) TO THE JUNCTION OF TERMINAL DRIVE AND
 AW7039'GATE STRAIGHT AHEAD. TURN LEFT, SOUTH, ON TERMINAL DRIVE FOR 0.48 KM
 AW7039'(0.30 MI) TO A GATE. PASS THRU THE GATE AND CONTINUE AHEAD TO THE
 AW7039'FIRST HANGAR. TURN RIGHT, SOUTHWESTERLY, PASSING BETWEEN THE HANGARS
 AW7039'FOR 0.16 KM (0.10 MI) TO A TAXIWAY ON THE LEFT.  BEAR LEFT,
 AW7039'SOUTHERLY, ON THE TAXIWAY FOR 0.16 KM (0.10 MI) TO THE END OF RUNWAY
 AW7039'31. CONTINUE ACROSS THE END OF RUNWAY 31 TO ITS SOUTH CORNER AND TO
 AW7039'THE STATION ON THE NORTHWEST SIDE OF THE THRESHOLD LIGHTS.
 AW7039'THE STATION IS FLUSH WITH THE GROUND LOCATED 10.4 M (34.1 FT) NORTH OF
 AW7039'THE SOUTHWEST ONE OF THE SOUTHWEST ROW OF FOUR THRESHOLD LIGHTS, 5.55
 AW7039'M (18.21 FT) WEST OF THE NORTHEAST ONE OF THE SOUTHWEST ROW OF FOUR
 AW7039'THRESHOLD LIGHTS, 3.5 M (11.5 FT) SOUTHEAST OF THE SOUTH END OF
 AW7039'RUNWAY 31 AND 0.25 M (0.82 FT) NORTHWEST OF A FIBERGLASS WITNESS
 AW7039'POST.
 AW7039
 AW7039                          STATION RECOVERY (1993)
 AW7039
 AW7039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW7039'THE STATION IS LOCATED AT SCHOLES FIELD NEAR THE SOUTHEAST END OF
 AW7039'RUNWAY 13-31.  IT IS 9.9 FT (3.0 M) SOUTHEAST OF THE SOUTHWEST CORNER
 AW7039'OF THE RUNWAY AND ON THE EXTENDED LINE OF THE SOUTHWEST EDGE OF THE
 AW7039'RUNWAY.  IT IS ALSO 2.0 FT (0.6 M) SOUTHEAST OF THE 2ND THRESHOLD
 AW7039'LIGHT NORTHEAST OF THE SOUTHWEST END OF 4 LIGHTS.  THE STATION IS AN
 AW7039'NOS DISK IN A CONCRETE POST 0.1 FT (3.0 CM) BELOW THE GROUND LEVEL.
 AW7039'THE DISK IS STAMPED AP 1960 STA A.
 AW7039
 AW7039                          STATION RECOVERY (1995)
 AW7039
 AW7039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AW7039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED) .  RECOVERED AS
 AW7039'DESCRIBED WITH CHANGES.  THE STATION IS LOCATED ALONG THE
 AW7039'SOUTHEASTERLY EXTENSION OF THE SOUTHWEST EDGE OF RUNWAY 13-31, 3.5 M
 AW7039'(11.5 FT) SOUTHEAST OF THE SOUTH CORNER OF APPROACH 31, AND 22.9 M
 AW7039'(75.1 FT) NORTHEAST OF STATION GLS AP STA A2.
 AW7039
 AW7039                          STATION RECOVERY (2003)
 AW7039
 AW7039'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW7039'RECOVERED IN GOOD CONDITION.
 AW7039
 AW7039                          STATION RECOVERY (2005)
 AW7039
 AW7039'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW7039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6447 ***********************************************************************
 AC6447  SACS        -  This is a Secondary Airport Control Station.
 AC6447  DESIGNATION -  GLS AP STA A2
 AC6447  PID         -  AC6447
 AC6447  STATE/COUNTY-  TX/GALVESTON
 AC6447  USGS QUAD   -  GALVESTON (1994)
 AC6447
 AC6447                         *CURRENT SURVEY CONTROL
 AC6447  ___________________________________________________________________
 AC6447* NAD 83(1993)-  29 15 31.57788(N)    094 51 21.32389(W)     ADJUSTED  
 AC6447* NAVD 88     -         1.15   (meters)       3.8    (feet)  GPS OBS   
 AC6447  ___________________________________________________________________
 AC6447  X           -    -471,405.885 (meters)                     COMP
 AC6447  Y           -  -5,548,866.030 (meters)                     COMP
 AC6447  Z           -   3,098,942.875 (meters)                     COMP
 AC6447  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AC6447  ELLIP HEIGHT-         -25.42  (meters)          (03/15/01) GPS OBS
 AC6447  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AC6447
 AC6447  HORZ ORDER  -  FIRST
 AC6447  ELLP ORDER  -  FIFTH     CLASS I
 AC6447
 AC6447.This mark is at Scholes Fld (GLS) Airport (GLS)
 AC6447
 AC6447.The horizontal coordinates were established by GPS observations
 AC6447.and adjusted by the National Geodetic Survey in May 1997..
 AC6447
 AC6447.The orthometric height was determined by GPS observations and a
 AC6447.high-resolution geoid model.
 AC6447
 AC6447.GPS derived orthometric heights for airport stations designated as
 AC6447.PACS or SACS are published to 2 decimal places.  This maintains
 AC6447.centimeter relative accuracy between the PACS and SACS.  It does
 AC6447.not indicate centimeter accuracy relative to other marks which are
 AC6447.part of the NAVD 88 network.
 AC6447
 AC6447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6447
 AC6447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6447
 AC6447.The ellipsoidal height was determined by GPS observations
 AC6447.and is referenced to NAD 83.
 AC6447
 AC6447.The geoid height was determined by GEOID03.
 AC6447
 AC6447;                    North         East     Units Scale Factor Converg.
 AC6447;SPC TXSC     - 4,165,110.715 1,002,645.483   MT  0.99986412   +2 01 48.8
 AC6447;SPC TXSC     -13,665,034.07  3,289,512.72   sFT  0.99986412   +2 01 48.8
 AC6447;UTM  15      - 3,238,083.646   319,668.674   MT  1.00000129   -0 54 26.4
 AC6447
 AC6447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6447!SPC TXSC     -   1.00000399  x   0.99986412  =   0.99986811
 AC6447!UTM  15      -   1.00000399  x   1.00000129  =   1.00000528
 AC6447
 AC6447:                Primary Azimuth Mark                     Grid Az
 AC6447:SPC TXSC     -  FAA GLS A                                319 58 45.3
 AC6447:UTM  15      -  FAA GLS A                                322 55 00.5
 AC6447
 AC6447|---------------------------------------------------------------------|
 AC6447| PID    Reference Object                     Distance      Geod. Az  |
 AC6447|                                                           dddmmss.s |
 AC6447| AW7040 FAA GLS A                           426.458 METERS 3220034.1 |
 AC6447|---------------------------------------------------------------------|
 AC6447
 AC6447                          SUPERSEDED SURVEY CONTROL
 AC6447
 AC6447  ELLIP H (05/12/97)  -25.32   (m)                       GP(       ) 5 1
 AC6447
 AC6447.Superseded values are not recommended for survey control.
 AC6447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6447.See file dsdata.txt to determine how the superseded data were derived.
 AC6447
 AC6447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1966938084(NAD 83)
 AC6447_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6447_STAMPING: AP 1966 STA A2
 AC6447_MARK LOGO: CGS   
 AC6447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6447+STABILITY: SURFACE MOTION
 AC6447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6447+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 AC6447
 AC6447  HISTORY     - Date     Condition        Report By
 AC6447  HISTORY     - 1966     MONUMENTED       CGS
 AC6447  HISTORY     - 19930615 GOOD             NGS
 AC6447  HISTORY     - 19950928 GOOD             NGS
 AC6447  HISTORY     - 20031215 GOOD             USPSQD
 AC6447
 AC6447                          STATION DESCRIPTION
 AC6447
 AC6447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC6447'THE STATION IS LOCATED AT SCHOLES FIELD NEAR THE SOUTHEAST END OF
 AC6447'RUNWAY 13-31.  IT IS 150.4 FT (45.8 M) SOUTHWEST OF CENTERLINE END
 AC6447'RUNWAY 31, 77.1 FT (23.5 M) SOUTHEAST OF THE EDGE OF THE TAXIWAY, 75.0
 AC6447'FT (22.9 M) SOUTHWEST OF AP 1960 STA A AND 1.8 FT (0.5 M) SOUTHEAST OF
 AC6447'THE SOUTHWEST REIL.  THE STATION IS AN NOS DISK IN A CONCRETE POST 0.1
 AC6447'FT (3.0 CM) BELOW GROUND.  THE DISK IS STAMPED AP 1966 STA A2.
 AC6447
 AC6447                          STATION RECOVERY (1995)
 AC6447
 AC6447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AC6447'THE STATION NOW IN DATABASE WAS RECOVERED AT THIS TIME.  THE STATION
 AC6447'IS LOCATED AT SCHOLES FIELD IN THE GRASS AREA SOUTHWEST OF RUNWAY
 AC6447'APPROACH 31.  OWNERSHIP--CITY OF GALVESTON.  AIRPORT SUPERINTENDENT IS
 AC6447'R.  ALVIN QUIJANO, SCHOLES FIELD TERMINAL BUILDING, P.O.  BOX 3266,
 AC6447'GALVESTON TX 77552.  PHONE 409-744-4010.  ONE DAY NOTICE REQUIRED TO
 AC6447'OCCUPY THIS STATION. TO REACH THE STATION FROM THE JUNCTION OF
 AC6447'INTERSTATE 45 (EXIT 1A) AND 61ST STREET (BUTTERROWE BLVD) , GO SOUTH
 AC6447'ON 61ST STREET FOR 1.61 KM (1.00 MI) TO STEWART ROAD (AT AIRPORT SIGN)
 AC6447'.  TURN RIGHT AND GO SOUTHWEST FOR 0.8 KM (0.50 MI) TO JONES DRIVE AT
 AC6447'A FORK IN THE ROAD. CONTINUE AHEAD ON THE RIGHT FORK AND GO SOUTHWEST
 AC6447'ON JONES DRIVE FOR 1.31 KM (0.80 MI) TO HOPE BLVD.  TURN RIGHT AND GO
 AC6447'NORTHERLY FOR ABOUT 30.5 M (100.1 FT) TO AIRPORT BLVD.  TURN LEFT AND
 AC6447'GO SOUTHWEST ON AIRPORT BLVD FOR 0.56 KM (0.35 MI) TO TERMINAL DRIVE
 AC6447'AND A GATE AHEAD.  TURN LEFT AND GO SOUTH ON TERMINAL DRIVE FOR 0.48
 AC6447'KM (0.30 MI) TO A GATE.  PASS THROUGH THE GATE AND GO SOUTH TO THE
 AC6447'FIRST HANGER.  TURN RIGHT AND GO SOUTHWESTERLY FOR 0.16 KM (0.10 MI)
 AC6447'PASSING BETWEEN HANGERS TO A TAXIWAY.  TURN LEFT AND GO SOUTHERLY ON
 AC6447'THE TAXIWAY FOR 0.2 KM (0.10 MI) CROSSING APPROACH 31 TO THE SOUTHWEST
 AC6447'REIL AND THE STATION ON LEFT. THE STATION IS LOCATED 45.8 M (150.3 FT)
 AC6447'SOUTHWEST OF THE CENTERLINE END OF RUNWAY APPROACH 31, 23.5 M (77.1
 AC6447'FT) SOUTHEAST OF THE CONCRETE EDGE OF THE TAXIWAY, 75.0 FT (22.9 M)
 AC6447'SOUTHWEST OF STATION GLS AP STA A, 14.4 M (47.2 FT) SOUTHWEST OF THE
 AC6447'WESTERN MOST OF FOUR OLD THRESHOLD LIGHT FOUNDATIONS, 0.5 M (1.6 FT)
 AC6447'SOUTHEAST OF REIL LIGHT FIXTURE, AND 0.6 M (2.0 FT) SOUTH SOUTHWEST OF
 AC6447'A WITNESS POST.  THE MARK IS A STANDARD TOPOGRAPHIC STATION DISK,
 AC6447'STAMPED AP 1966 STA A2, SET IN THE TOP OF A CONCRETE POST WHICH IS
 AC6447'FLUSH WITH THE GROUND. NOTE--THIS IS A SECONDARY AIRPORT CONTROL
 AC6447'STATION (SACS) .
 AC6447
 AC6447                          STATION RECOVERY (2003)
 AC6447
 AC6447'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AC6447'THIS IS JUST A RUSTY NAIL DRIVEN INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6446 ***********************************************************************
 AC6446  DESIGNATION -  GLS AP STA B
 AC6446  PID         -  AC6446
 AC6446  STATE/COUNTY-  TX/GALVESTON
 AC6446  USGS QUAD   -  GALVESTON (1994)
 AC6446
 AC6446                         *CURRENT SURVEY CONTROL
 AC6446  ___________________________________________________________________
 AC6446* NAD 83(1993)-  29 16 17.77859(N)    094 52 04.25481(W)     ADJUSTED  
 AC6446* NAVD 88     -         1.6    (meters)       5.     (feet)  GPS OBS   
 AC6446  ___________________________________________________________________
 AC6446  X           -    -472,501.814 (meters)                     COMP
 AC6446  Y           -  -5,548,075.326 (meters)                     COMP
 AC6446  Z           -   3,100,184.010 (meters)                     COMP
 AC6446  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AC6446  ELLIP HEIGHT-         -24.96  (meters)          (03/15/01) GPS OBS
 AC6446  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AC6446
 AC6446  HORZ ORDER  -  THIRD
 AC6446  ELLP ORDER  -  FIFTH     CLASS I
 AC6446
 AC6446.This mark is at Scholes Fld (GLS) Airport (GLS)
 AC6446
 AC6446.The horizontal coordinates were established by GPS observations
 AC6446.and adjusted by the National Geodetic Survey in May 1997..
 AC6446
 AC6446.The orthometric height was determined by GPS observations and a
 AC6446.high-resolution geoid model.
 AC6446
 AC6446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6446
 AC6446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6446
 AC6446.The ellipsoidal height was determined by GPS observations
 AC6446.and is referenced to NAD 83.
 AC6446
 AC6446.The geoid height was determined by GEOID03.
 AC6446
 AC6446;                    North         East     Units Scale Factor Converg.
 AC6446;SPC TXSC     - 4,166,491.106 1,001,437.046   MT  0.99986385   +2 01 27.8
 AC6446;SPC TXSC     -13,669,562.90  3,285,548.04   sFT  0.99986385   +2 01 27.8
 AC6446;UTM  15      - 3,239,524.358   318,532.412   MT  1.00000636   -0 54 48.7
 AC6446
 AC6446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6446!SPC TXSC     -   1.00000392  x   0.99986385  =   0.99986777
 AC6446!UTM  15      -   1.00000392  x   1.00000636  =   1.00001028
 AC6446
 AC6446                          SUPERSEDED SURVEY CONTROL
 AC6446
 AC6446  ELLIP H (05/12/97)  -24.86   (m)                       GP(       ) 5 1
 AC6446
 AC6446.Superseded values are not recommended for survey control.
 AC6446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6446.See file dsdata.txt to determine how the superseded data were derived.
 AC6446
 AC6446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1853239524(NAD 83)
 AC6446_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6446_STAMPING: AP 1960 AP STA B
 AC6446_MARK LOGO: CGS   
 AC6446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6446+STABILITY: SURFACE MOTION
 AC6446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6446+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 AC6446
 AC6446  HISTORY     - Date     Condition        Report By
 AC6446  HISTORY     - 1960     MONUMENTED       CGS
 AC6446  HISTORY     - 19930615 GOOD             NGS
 AC6446  HISTORY     - 19950928 GOOD             NGS
 AC6446  HISTORY     - 20031215 GOOD             USPSQD
 AC6446
 AC6446                          STATION DESCRIPTION
 AC6446
 AC6446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC6446'THE STATION IS LOCATED AT SCHOLES FIELD NEAR THE NORTHWEST END OF
 AC6446'RUNWAY 13-31.  IT IS 9.8 FT (3.0 M) NORTHWEST OF THE NORTHWEST CORNER
 AC6446'OF THE RUNWAY AND ON LINE WITH THE EXTENDED SOUTHWEST EDGE OF THE
 AC6446'RUNWAY.  IT IS ALSO 1.8 FT (0.5 M) NORTHWEST OF THE 2ND LIGHT
 AC6446'NORTHEAST OF THE SOUTHWEST END OF THE LIGHT BAR.  THS STATION IS AN
 AC6446'NOS DISK IN A CONCRETE POST FLUSH WITH THE GROUND.  THE DISK IS
 AC6446'STAMPED AP 1960 STA B.
 AC6446
 AC6446                          STATION RECOVERY (1995)
 AC6446
 AC6446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AC6446'THE STATION IS LOCATED IN GALVESTON AT SCHOLES FIELD ALONG THE
 AC6446'NORTHWESTERLY EXTENSION OF THE SOUTHWEST EDGE OF PAVEMENT FOR RUNWAY
 AC6446'13-31.  OWNERSHIP--CITY OF GALVESTON.  AIRPORT SUPERINTENDENT IS R.
 AC6446'ALVIN QUIJANO, SCHOLES FIELD TERMINAL BUILDING, P.O.  BOX 3266,
 AC6446'GALVESTON TX 77552.  PHONE 409-744-4010.  ONE DAY NOTICE REQUIRED TO
 AC6446'OCCUPY THIS STATION. TO REACH THE STATION FROM THE JUNCTION OF
 AC6446'INTERSTATE 45 (EXIT 1A) AND 61ST STREET (BUTTERROWE BLVD) , GO SOUTH
 AC6446'ON 61ST STREET FOR 1.61 KM (1.00 MI) TO STEWART ROAD (AT AIRPORT SIGN)
 AC6446'.  TURN RIGHT AND GO SOUTHWEST FOR 0.8 KM (0.50 MI) TO JONES DRIVE AT
 AC6446'A FORK IN THE ROAD. CONTINUE AHEAD ON THE RIGHT FORK AND GO SOUTHWEST
 AC6446'ON JONES DRIVE FOR 1.31 KM (0.80 MI) TO HOPE BLVD.  TURN RIGHT AND GO
 AC6446'NORTHERLY FOR ABOUT 30.5 M (100.1 FT) TO AIRPORT BLVD.  TURN LEFT AND
 AC6446'GO SOUTHWEST FOR 0.56 KM (0.35 MI) ON AIRPORT BLVD TO TERMINAL DRIVE
 AC6446'AND A GATE AHEAD.  TURN LEFT AND GO SOUTH ON TERMINAL DRIVE FOR 0.48
 AC6446'KM (0.30 MI) TO A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH TO
 AC6446'THE FIRST HANGER.  TURN RIGHT AND GO SOUTHWESTERLY PASSING BETWEEN THE
 AC6446'HANGERS TO A TAXIWAY ON LEFT.  TURN LEFT AND GO SOUTH THEN TURN RIGHT
 AC6446'AND GO WEST TO A PARALLEL NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO
 AC6446'NORTH ON THE TAXIWAY FOR 1.0 KM (0.60 MI) TO A CLOSED RUNWAY.  TURN
 AC6446'LEFT AND GO WESTERLY ON CLOSED RUNWAY 7-25 FOR 0.9 KM (0.55 MI) ,
 AC6446'CROSSING APPROACH 17 AND APPROACH 13 TO THE STATION ON THE RIGHT. THE
 AC6446'STATION IS LOCATED ALONG THE NORTHWESTERLY EXTENSION OF THE SOUTHWEST
 AC6446'EDGE OF PAVEMENT FOR RUNWAY 13-31, 9.8 FT (3.0 M) NORTHWEST FROM THE
 AC6446'WESTERNMOST RUNWAY CORNER AT APPROACH 13, 1.8 FT (0.5 M) NORTHWEST
 AC6446'FROM THE SECOND LIGHT NORTHEAST FROM THE SOUTHWEST END OF THE LIGHT
 AC6446'BAR.  THE MARK IS A STANDARD TOPOGRAPHIC STATION DISK, STAMPED AP 1960
 AC6446'STA B, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AC6446'GROUND.
 AC6446
 AC6446                          STATION RECOVERY (2003)
 AC6446
 AC6446'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AC6446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6451 ***********************************************************************
 AC6451  SACS        -  This is a Secondary Airport Control Station.
 AC6451  DESIGNATION -  GLS AP STA B2
 AC6451  PID         -  AC6451
 AC6451  STATE/COUNTY-  TX/GALVESTON
 AC6451  USGS QUAD   -  GALVESTON (1994)
 AC6451
 AC6451                         *CURRENT SURVEY CONTROL
 AC6451  ___________________________________________________________________
 AC6451* NAD 83(1993)-  29 16 18.25280(N)    094 52 05.81034(W)     ADJUSTED  
 AC6451* NAVD 88     -         1.57   (meters)       5.2    (feet)  GPS OBS   
 AC6451  ___________________________________________________________________
 AC6451  X           -    -472,543.043 (meters)                     COMP
 AC6451  Y           -  -5,548,064.589 (meters)                     COMP
 AC6451  Z           -   3,100,196.712 (meters)                     COMP
 AC6451  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AC6451  ELLIP HEIGHT-         -25.03  (meters)          (03/15/01) GPS OBS
 AC6451  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AC6451
 AC6451  HORZ ORDER  -  FIRST
 AC6451  ELLP ORDER  -  FIFTH     CLASS I
 AC6451
 AC6451.This mark is at Scholes Fld (GLS) Airport (GLS)
 AC6451
 AC6451.The horizontal coordinates were established by GPS observations
 AC6451.and adjusted by the National Geodetic Survey in May 1997..
 AC6451
 AC6451.The orthometric height was determined by GPS observations and a
 AC6451.high-resolution geoid model.
 AC6451
 AC6451.GPS derived orthometric heights for airport stations designated as
 AC6451.PACS or SACS are published to 2 decimal places.  This maintains
 AC6451.centimeter relative accuracy between the PACS and SACS.  It does
 AC6451.not indicate centimeter accuracy relative to other marks which are
 AC6451.part of the NAVD 88 network.
 AC6451
 AC6451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6451
 AC6451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6451
 AC6451.The ellipsoidal height was determined by GPS observations
 AC6451.and is referenced to NAD 83.
 AC6451
 AC6451.The geoid height was determined by GEOID03.
 AC6451
 AC6451;                    North         East     Units Scale Factor Converg.
 AC6451;SPC TXSC     - 4,166,504.212 1,001,394.570   MT  0.99986385   +2 01 27.1
 AC6451;SPC TXSC     -13,669,605.90  3,285,408.69   sFT  0.99986385   +2 01 27.1
 AC6451;UTM  15      - 3,239,539.626   318,490.658   MT  1.00000655   -0 54 49.5
 AC6451
 AC6451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6451!SPC TXSC     -   1.00000393  x   0.99986385  =   0.99986778
 AC6451!UTM  15      -   1.00000393  x   1.00000655  =   1.00001048
 AC6451
 AC6451                          SUPERSEDED SURVEY CONTROL
 AC6451
 AC6451  ELLIP H (05/12/97)  -24.93   (m)                       GP(       ) 5 1
 AC6451
 AC6451.Superseded values are not recommended for survey control.
 AC6451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6451.See file dsdata.txt to determine how the superseded data were derived.
 AC6451
 AC6451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1849139540(NAD 83)
 AC6451_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6451_STAMPING: AP 1966 STA B2
 AC6451_MARK LOGO: CGS   
 AC6451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6451+STABILITY: SURFACE MOTION
 AC6451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6451+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 AC6451
 AC6451  HISTORY     - Date     Condition        Report By
 AC6451  HISTORY     - 1966     MONUMENTED       CGS
 AC6451  HISTORY     - 19861115 GOOD             NGS
 AC6451  HISTORY     - 19950928 GOOD             NGS
 AC6451  HISTORY     - 20031215 GOOD             USPSQD
 AC6451  HISTORY     - 20050131 GOOD             USPSQD
 AC6451
 AC6451                          STATION DESCRIPTION
 AC6451
 AC6451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (HSK)
 AC6451'THE STATION IS LOCATED IN THE GRASS AREA NORTHWEST OF RUNWAY END 13,
 AC6451'201.8 FT (61.5 M) WEST OF THE CENTERLINE AND END OF RUNWAY 13, 145.75
 AC6451'FT (44.42 M) NORTHWEST OF AP 1960 STA-B, AND 88.0 FT (26.8 M)
 AC6451'NORTH-NORTHWEST OF THE NORTHERN EDGE OF RUNWAY 7-25.  THE MARK IS A
 AC6451'STANDARD TOPOGRAPHIC STATION DISK, STAMPED AP 1966 STA B2, SET IN THE
 AC6451'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AC6451
 AC6451                          STATION RECOVERY (1995)
 AC6451
 AC6451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AC6451'THE STATION NOW IN DATABASE WAS RECOVERED AT THIS TIME.  THE STATION
 AC6451'IS LOCATED AT SCHOLES FIELD IN THE GRASS AREA WEST OF APPROACH 13 AND
 AC6451'NORTH OF CLOSED APPROACH 07.  OWNERSHIP--CITY OF GALVESTON.  AIRPORT
 AC6451'SUPERINTENDANT IS R.  ALVIN QUIJANO, SCHOLES FIELD TERMINAL BUILDING,
 AC6451'P.O.  BOX 3266, GALVESTON TX 77552, PHONE 409-744-4010.  ONE DAY
 AC6451'NOTICE REQUIRED TO OCCUPY THIS STATION. TO REACH THE STATION FROM THE
 AC6451'JUNCTION OF INTERSTATE 45 (EXIT 1A) AND 61ST STREET (BUTTERROWE BLVD)
 AC6451', GO SOUTH ON 61ST STREET FOR 1.61 KM (1.00 MI) TO STEWART ROAD (AT
 AC6451'AIRPORT SIGN) .  TURN RIGHT AND GO SOUTHWEST FOR 0.8 KM (0.50 MI) TO
 AC6451'JONES DRIVE AT A FORK IN THE ROAD. CONTINUE AHEAD ON THE RIGHT FORK
 AC6451'AND GO SOUTHWEST ON JONES DRIVE FOR 1.31 KM (0.80 MI) TO HOPE BLVD.
 AC6451'TURN RIGHT AND GO NORTHERLY FOR ABOUT 30.5 M (100.1 FT) TO AIRPORT
 AC6451'BLVD.  TURN LEFT AND GO SOUTHWEST ON AIRPORT BLVD FOR 0.56 KM (0.35
 AC6451'MI) TO TERMINAL DRIVE AND A GATE AHEAD.  TURN LEFT AND GO SOUTH ON
 AC6451'TERMINAL DRIVE FOR 0.48 KM (0.30 MI) TO A GATE.  PASS THROUGH THE GATE
 AC6451'AND CONTINUE SOUTH TO THE FIRST HANGER.  TURN RIGHT AND GO
 AC6451'SOUTHWESTERLY PASSING BETWEEN THE HANGERS TO A TAXIWAY ON LEFT.  TURN
 AC6451'LEFT AND GO SOUTH THEN TURN RIGHT AND GO WEST TO A PARALLEL
 AC6451'NORTH-SOUTH TAXIWAY.  TURN RIGHT AND GO NORTH ON THE TAXIWAY FOR 1.0
 AC6451'KM (0.60 MI) TO A CLOSED RUNWAY.  TURN LEFT AND GO WESTERLY ON CLOSED
 AC6451'RUNWAY 7-25 FOR 0.9 KM (0.55 MI) CROSSING APPROACH 17 AND APPROACH 13
 AC6451'TO THE STATION ON RIGHT. THE STATION IS LOCATED 61.5 M (201.8 FT) WEST
 AC6451'FROM THE CENTERLINE END OF APPROACH 13, 46.7 M (153.2 FT) SOUTH FROM
 AC6451'MALES CABLE P JUNCTION FOR FIRST SET OF APPROACH LIGHTS, 44.4 M (145.7
 AC6451'FT) NORTHWEST OF STATION GLS AP STA B, 26.8 M (87.9 FT) NORTH
 AC6451'NORTHWEST OF THE NORTHERN EDGE OF RUNWAY 7/25, AND 0.3 M (1.0 FT)
 AC6451'NORTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD TOPOGRAPHIC
 AC6451'STATION DISK, STAMPED AP 1966 STA B2, SET IN THE TOP OF A CONCRETE
 AC6451'POST WHICH IS FLUSH WITH THE GROUND.* NOTE--THIS IS A SECONDARY
 AC6451'AIRPORT CONTROL STATION (SACS) .
 AC6451
 AC6451                          STATION RECOVERY (2003)
 AC6451
 AC6451'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AC6451'RECOVERED IN GOOD CONDITION.
 AC6451
 AC6451                          STATION RECOVERY (2005)
 AC6451
 AC6451'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AC6451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1821 ***********************************************************************
 FL1821  DESIGNATION -  GLUCK
 FL1821  PID         -  FL1821
 FL1821  STATE/COUNTY-  TX/POTTER
 FL1821  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1821
 FL1821                         *CURRENT SURVEY CONTROL
 FL1821  ___________________________________________________________________
 FL1821* NAD 83(1993)-  35 21 09.30767(N)    101 49 54.79398(W)     ADJUSTED  
 FL1821* NAVD 88     -      1048.     (meters)    3438.     (feet)  SCALED    
 FL1821  ___________________________________________________________________
 FL1821  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 FL1821  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1821
 FL1821  HORZ ORDER  -  SECOND
 FL1821
 FL1821.The horizontal coordinates were established by classical geodetic methods
 FL1821.and adjusted by the National Geodetic Survey in February 1996..
 FL1821
 FL1821.The orthometric height was scaled from a topographic map.
 FL1821
 FL1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1821
 FL1821.The geoid height was determined by GEOID03.
 FL1821
 FL1821;                    North         East     Units Scale Factor Converg.
 FL1821;SPC TX N     - 1,150,101.802   169,835.885   MT  0.99991152   -0 11 32.4
 FL1821;SPC TX N     - 3,773,292.33    557,203.23   sFT  0.99991152   -0 11 32.4
 FL1821;UTM  14      - 3,915,826.008   242,664.071   MT  1.00041617   -1 38 22.0
 FL1821
 FL1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1821!SPC TX N     -   0.99983957  x   0.99991152  =   0.99975111
 FL1821!UTM  14      -   0.99983957  x   1.00041617  =   1.00025568
 FL1821
 FL1821:                Primary Azimuth Mark                     Grid Az
 FL1821:SPC TX N     -  AMARILLO NE MUNICIPAL TANK               174 00 07.3
 FL1821:UTM  14      -  AMARILLO NE MUNICIPAL TANK               175 26 56.9
 FL1821
 FL1821|---------------------------------------------------------------------|
 FL1821| PID    Reference Object                     Distance      Geod. Az  |
 FL1821|                                                           dddmmss.s |
 FL1821| FL1795 AMARILLO NE MUNICIPAL TANK          APPROX.15.3 KM 1734834.9 |
 FL1821| CJ6487 GLUCK AZ MK                                        1792118.0 |
 FL1821| FL1822 GLUCK 2                              33.679 METERS 24036     |
 FL1821| CJ6489 GLUCK RM 2                            6.347 METERS 27053     |
 FL1821| CJ6488 GLUCK RM 1                            9.695 METERS 35007     |
 FL1821|---------------------------------------------------------------------|
 FL1821
 FL1821                          SUPERSEDED SURVEY CONTROL
 FL1821
 FL1821  NAD 83(1993)-  35 21 09.31234(N)    101 49 54.78614(W) AD(       ) 2
 FL1821  NAD 83(1986)-  35 21 09.31514(N)    101 49 54.78487(W) AD(       ) 2
 FL1821  NAD 27      -  35 21 09.13400(N)    101 49 53.12600(W) AD(       ) 2
 FL1821
 FL1821.Superseded values are not recommended for survey control.
 FL1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1821.See file dsdata.txt to determine how the superseded data were derived.
 FL1821
 FL1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4266415826(NAD 83)
 FL1821_MARKER: DS = TRIANGULATION STATION DISK
 FL1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1821
 FL1821  HISTORY     - Date     Condition        Report By
 FL1821  HISTORY     - 1951     MONUMENTED       CGS
 FL1821  HISTORY     - 1956     GOOD             CGS
 FL1821  HISTORY     - 1966     GOOD             CGS
 FL1821
 FL1821                          STATION DESCRIPTION
 FL1821
 FL1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1821'STATION IS LOCATED ABOUT 10 MILES NORTH OF AMARILLO, 1-1/2
 FL1821'MILES SOUTHWEST OF GLUCK SIDING ON THE PANHANDLE AND SANTE
 FL1821'FE RAILROAD AND ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 287.
 FL1821'
 FL1821'STATION MARK, STAMPED GLUCK 1951, IS A STANDARD DISK SET IN
 FL1821'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1821'5 INCHES.  IT IS 100 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FL1821'5 FEET EAST OF A FENCE LINE AND 10 FEET NORTH OF A WITNESS POST.
 FL1821'
 FL1821'REFERENCE MARK NUMBER 1, STAMPED GLUCK NO 1 1951, IS A STANDARD
 FL1821'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1821'PROJECTS 4 INCHES AND IS THE SAME ELEVATION AS THE STATION
 FL1821'MARK.  IT IS DIRECTLY IN THE FENCE LINE.
 FL1821'
 FL1821'REFERENCE MARK NUMBER 2, STAMPED GLUCK NO 2 1951, IS A STANDARD
 FL1821'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1821'PROJECTS 4 INCHES AND IS 18 INCHES HIGHER IN ELEVATION THAN
 FL1821'THE STATION MARK.  IT IS 15 FEET WEST OF THE FENCE LINE.
 FL1821'
 FL1821'AZIMUTH MARK, STAMPED GLUCK 1951, IS A STANDARD DISK SET IN
 FL1821'THE TOP OF A CONCRETE PIER 3 BY 9 FEET AND PROJECTS 6 INCHES.
 FL1821'TO REACH FROM THE STATION GO SOUTH ON THE HIGHWAY FOR 0.95
 FL1821'MILE TO THE TOP OF A SMALL RISE AND THE AZIMUTH MARK ON THE
 FL1821'RIGHT.  IT IS 70 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FL1821'12 FEET HIGHER THAN THE HIGHWAY AND 18 FEET WEST OF THE FENCE
 FL1821'LINE.
 FL1821'
 FL1821'THE STATION IS REACHED AS FOLLOWS--FROM THE COURTHOUSE IN
 FL1821'AMARILLO, GO NORTH ON U.S. HIGHWAY 287 FOR 7.2 MILES TO THE
 FL1821'CROSSROADS AT THE RIVER ROAD SCHOOL ON THE LEFT.  CONTINUE
 FL1821'NORTH ON THE HIGHWAY FOR 3.15 MILES TO THE TOP OF A SMALL
 FL1821'RISE AND THE STATION.
 FL1821'
 FL1821'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1821
 FL1821                          STATION RECOVERY (1956)
 FL1821
 FL1821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1821'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1821'MARK WERE RECOVERED IN GOOD CONDITION.  DIRECTIONS FOR PROCEEDING
 FL1821'TO STATION SITE ARE CORRECT.
 FL1821
 FL1821                          STATION RECOVERY (1966)
 FL1821
 FL1821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 FL1821'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 FL1821'MARK WERE RECOVERED IN GOOD CONDITION.  AT THE REQUEST OF
 FL1821'THE TEXAS HIGHWAY DEPARTMENT ALL MARKS WERE DESTROYED EXCEPT
 FL1821'THE UNDERGROUND STATION MARK TO CLEAR THE AREA FOR WIDENING
 FL1821'U.S. HIGHWAY 287 TO FOUR LANES, AFTER GLUCK 2 WAS ESTABLISHED
 FL1821'AND ITS POSITION WAS DETERMINED BY TRAVERSE FROM STATION
 FL1821'GLUCK.  DISTANCE BEING 33.685 METERS (110.51 FEET) SOUTHWEST
 FL1821'TO GLUCK 2.
 FL1821'
 FL1821'NOTE--THE UNDER GROUND STATION MARK WAS LEFT INTACT BUT WILL
 FL1821'PROBABLY BE DESTROYED AS THERE WILL BE EXCAVATION AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1822 ***********************************************************************
 FL1822  DESIGNATION -  GLUCK 2
 FL1822  PID         -  FL1822
 FL1822  STATE/COUNTY-  TX/POTTER
 FL1822  USGS QUAD   -  PLEASANT VALLEY (1973)
 FL1822
 FL1822                         *CURRENT SURVEY CONTROL
 FL1822  ___________________________________________________________________
 FL1822* NAD 83(1993)-  35 21 08.77128(N)    101 49 55.95615(W)     ADJUSTED  
 FL1822* NAVD 88     -      1048.     (meters)    3438.     (feet)  SCALED    
 FL1822  ___________________________________________________________________
 FL1822  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 FL1822  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1822
 FL1822  HORZ ORDER  -  THIRD
 FL1822
 FL1822.The horizontal coordinates were established by classical geodetic methods
 FL1822.and adjusted by the National Geodetic Survey in February 1996..
 FL1822.No horizontal observational check was made to the station.
 FL1822
 FL1822.The orthometric height was scaled from a topographic map.
 FL1822
 FL1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1822
 FL1822.The geoid height was determined by GEOID03.
 FL1822
 FL1822;                    North         East     Units Scale Factor Converg.
 FL1822;SPC TX N     - 1,150,085.371   169,806.489   MT  0.99991153   -0 11 33.1
 FL1822;SPC TX N     - 3,773,238.42    557,106.79   sFT  0.99991153   -0 11 33.1
 FL1822;UTM  14      - 3,915,810.317   242,634.254   MT  1.00041636   -1 38 22.7
 FL1822
 FL1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1822!SPC TX N     -   0.99983957  x   0.99991153  =   0.99975112
 FL1822!UTM  14      -   0.99983957  x   1.00041636  =   1.00025587
 FL1822
 FL1822|---------------------------------------------------------------------|
 FL1822| PID    Reference Object                     Distance      Geod. Az  |
 FL1822|                                                           dddmmss.s |
 FL1822| CJ6491 GLUCK 2 RM 3                          9.805 METERS 00334     |
 FL1822| FL1821 GLUCK                                33.679 METERS 06036     |
 FL1822| CJ6492 GLUCK 2 RM 4                          7.340 METERS 17304     |
 FL1822| CJ6490 GLUCK 2 AZ MK                                      1794047.6 |
 FL1822|---------------------------------------------------------------------|
 FL1822
 FL1822                          SUPERSEDED SURVEY CONTROL
 FL1822
 FL1822  NAD 83(1993)-  35 21 08.77596(N)    101 49 55.94830(W) AD(       ) 3
 FL1822  NAD 83(1986)-  35 21 08.77875(N)    101 49 55.94705(W) AD(       ) 3
 FL1822  NAD 27      -  35 21 08.59760(N)    101 49 54.28813(W) AD(       ) 3
 FL1822
 FL1822.Superseded values are not recommended for survey control.
 FL1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1822.See file dsdata.txt to determine how the superseded data were derived.
 FL1822
 FL1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4263415810(NAD 83)
 FL1822_MARKER: DS = TRIANGULATION STATION DISK
 FL1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1822
 FL1822  HISTORY     - Date     Condition        Report By
 FL1822  HISTORY     - 1966     MONUMENTED       CGS
 FL1822
 FL1822                          STATION DESCRIPTION
 FL1822
 FL1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 FL1822'THE STATION IS ABOUT 10 MILES NORTH OF AMARILLO, ALONG THE
 FL1822'WEST RIGHT-OF-WAY OF U.S. HIGHWAY 287.
 FL1822'
 FL1822'TO REACH STATION FROM THE COURT HOUSE IN AMARILLO, GO NORTH
 FL1822'ON U.S. HIGHWAY 287 FOR 1.1 MILES TO THE JUNCTION OF U.S.
 FL1822'HIGHWAY 66.  CONTINUE NORTH ON HIGHWAY 287 FOR 7.85 MILES
 FL1822'TO AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE HIGHWAY 0.95
 FL1822'MILE TO STATION ON THE LEFT.
 FL1822'
 FL1822'STATION MARKS ARE STANDARD DISKS, STAMPED GLUCK 2 1966.  THE
 FL1822'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 FL1822'PROJECTS 4 INCHES.  IT IS 1.5 FEET WEST OF THE RIGHT-OF-WAY
 FL1822'FENCE LINE AND 2.5 FEET NORTHWEST OF A METAL WITNESS POST.
 FL1822'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FL1822'36 INCHES BELOW THE SURFACE OF GROUND.
 FL1822'
 FL1822'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED GLUCK 2 NO 3
 FL1822'1966, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 FL1822'3 INCHES.  IT IS 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE
 FL1822'AND TWO FEET LOWER THAN STATION.
 FL1822'
 FL1822'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED GLUCK 2 NO 4
 FL1822'1966, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 FL1822'2 INCHES.  IT IS 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE
 FL1822'LINE AND ABOUT 1 FOOT LOWER THAN STATION.
 FL1822'
 FL1822'AZIMUTH MARK, A STANDARD DISK, STAMPED GLUCK 2 1966, IS SET
 FL1822'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES.
 FL1822'IT IS 109 FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE POST,
 FL1822'1.5 FEET NORTH OF A METAL WITNESS POST, 1 FOOT EAST OF THE
 FL1822'RIGHT-OF-WAY FENCE LINE, AND AT TEXAS HIGHWAY DEPARTMENT
 FL1822'STATION 1401 + 05.
 FL1822'
 FL1822'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 FL1822'
 FL1822'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0088 ***********************************************************************
 AB0088  DESIGNATION -  GNATT RM 1
 AB0088  PID         -  AB0088
 AB0088  STATE/COUNTY-  TX/CAMERON
 AB0088  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0088
 AB0088                         *CURRENT SURVEY CONTROL
 AB0088  ___________________________________________________________________
 AB0088* NAD 83(1986)-  25 57 46.     (N)    097 08 48.     (W)     SCALED    
 AB0088* NAVD 88     -         1.481  (meters)       4.86   (feet)  ADJUSTED  
 AB0088  ___________________________________________________________________
 AB0088  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 AB0088  DYNAMIC HT  -           1.478 (meters)       4.85  (feet)  COMP
 AB0088  MODELED GRAV-     979,064.0   (mgal)                       NAVD 88
 AB0088
 AB0088  VERT ORDER  -  SECOND    CLASS 0
 AB0088
 AB0088.The horizontal coordinates were scaled from a topographic map and have
 AB0088.an estimated accuracy of +/- 6 seconds.
 AB0088
 AB0088.The orthometric height was determined by differential leveling
 AB0088.and adjusted by the National Geodetic Survey in June 1991..
 AB0088
 AB0088.The geoid height was determined by GEOID03.
 AB0088
 AB0088.The dynamic height is computed by dividing the NAVD 88
 AB0088.geopotential number by the normal gravity value computed on the
 AB0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0088.degrees latitude (g = 980.6199 gals.).
 AB0088
 AB0088.The modeled gravity was interpolated from observed gravity values.
 AB0088
 AB0088;                    North         East    Units  Estimated Accuracy
 AB0088;SPC TX S     - 5,033,540.      435,540.      MT  (+/- 180 meters Scaled)
 AB0088
 AB0088                          SUPERSEDED SURVEY CONTROL
 AB0088
 AB0088  NGVD 29 (??/??/92)    1.578  (m)            5.18   (f) ADJ UNCH    2 0
 AB0088
 AB0088.Superseded values are not recommended for survey control.
 AB0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0088.See file dsdata.txt to determine how the superseded data were derived.
 AB0088
 AB0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP855728(NAD 83)
 AB0088_MARKER: DR = REFERENCE MARK DISK
 AB0088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB0088_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB0088_STAMPING: GNATT NO 1 1970
 AB0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0088
 AB0088  HISTORY     - Date     Condition        Report By
 AB0088  HISTORY     - 1970     MONUMENTED       NGS
 AB0088  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AB0088
 AB0088                          STATION DESCRIPTION
 AB0088
 AB0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AB0088'2.1 MI S FROM BOCA CHICA.
 AB0088'2.1 MILES SOUTH ALONG THE BEACH FROM THE END OF THE ROAD AT BOCA CHICA
 AB0088'BEACH.  IT IS 0.2 MILE NORTH OF THE RIO GRANDE RIVER, 0.1 MILE WEST OF
 AB0088'HIGH WATER MARK OF THE GULF OF MEXICO, 220.29 FEET EAST OF
 AB0088'TRIANGULATION STATION GNATT RP55A (IBWC), AT THE BASE OF THE SAND
 AB0088'DUNE.  IT IS BRAZED ON TOP OF A 2 INCH IRON PIPE THAT PROJECTS 1 FOOT.
 AB0088
 AB0088                          STATION RECOVERY (1991)
 AB0088
 AB0088'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1470 ***********************************************************************
 AB1470  DESIGNATION -  GOAL 1938
 AB1470  PID         -  AB1470
 AB1470  STATE/COUNTY-  TX/KENEDY
 AB1470  USGS QUAD   -  POTRERO LOPENO NW (1975)
 AB1470
 AB1470                         *CURRENT SURVEY CONTROL
 AB1470  ___________________________________________________________________
 AB1470* NAD 83(1993)-  26 59 48.98033(N)    097 22 46.25371(W)     ADJUSTED  
 AB1470* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1470  ___________________________________________________________________
 AB1470  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 AB1470  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AB1470
 AB1470  HORZ ORDER  -  THIRD
 AB1470
 AB1470.The horizontal coordinates were established by classical geodetic methods
 AB1470.and adjusted by the National Geodetic Survey in February 1996..
 AB1470
 AB1470.The orthometric height was scaled from a topographic map.
 AB1470
 AB1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1470
 AB1470.The geoid height was determined by GEOID03.
 AB1470
 AB1470;                    North         East     Units Scale Factor Converg.
 AB1470;SPC TX S     - 5,147,876.451   411,203.473   MT  0.99989480   +0 30 31.3
 AB1470;SPC TX S     -16,889,324.66  1,349,090.06   sFT  0.99989480   +0 30 31.3
 AB1470;UTM  14      - 2,987,128.584   660,793.778   MT  0.99991918   +0 44 08.8
 AB1470
 AB1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1470!SPC TX S     -   1.00000347  x   0.99989480  =   0.99989827
 AB1470!UTM  14      -   1.00000347  x   0.99991918  =   0.99992265
 AB1470
 AB1470                          SUPERSEDED SURVEY CONTROL
 AB1470
 AB1470  NAD 83(1986)-  26 59 48.99938(N)    097 22 46.22749(W) AD(       ) 3
 AB1470  NAD 27      -  26 59 47.81000(N)    097 22 45.29000(W) AD(       ) 3
 AB1470
 AB1470.Superseded values are not recommended for survey control.
 AB1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1470.See file dsdata.txt to determine how the superseded data were derived.
 AB1470
 AB1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6079487129(NAD 83)
 AB1470_MARKER: Z = SEE DESCRIPTION
 AB1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1470
 AB1470  HISTORY     - Date     Condition        Report By
 AB1470  HISTORY     - 1938     MONUMENTED       CGS
 AB1470  HISTORY     - 1939     GOOD             CGS
 AB1470  HISTORY     - 1947     SEE DESCRIPTION  HUMBLE
 AB1470  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1470
 AB1470                          STATION DESCRIPTION
 AB1470
 AB1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1470'STATION IS LOCATED ON SAND DUNE 58.90 MILES S OF FISH PIER
 AB1470'AT SOUTH JETTY AT ARANSAS PASS.  BEACH AT THIS POINT NARROWS
 AB1470'CONSIDERABLY AND IS COVERED WITH SMALL LOOSE SHELL AND SAND
 AB1470'DUNE IS GRASS COVERED ON E SIDE OF TOP AND TOP IS BARE.  A
 AB1470'STANDARD DISK, HYDRO. STA., WAS SET IN A 6-INCH SQUARE POST
 AB1470'OF CONCRETE, 3-1/2 FEET DEEP FLUSH WITH THE SURFACE.  DUNE
 AB1470'EXTENDS ALONG BEACH IN A RANGE.  STATION AT HIGHEST POINT.
 AB1470'16-FOOT SIGNAL BUILT.
 AB1470'
 AB1470'NO UNDERGROUND MARK SET.
 AB1470'
 AB1470'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 10 FEET.
 AB1470'
 AB1470'LOCATION METHOD--THEODOLITE.
 AB1470'
 AB1470'POSITION COMPUTED FROM TRIANGULATION P.L.B. 1939.
 AB1470
 AB1470                          STATION RECOVERY (1947)
 AB1470
 AB1470'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1947
 AB1470'STATION WAS FOUND LYING ON SAND GROUND BETWEEN TWO SAND
 AB1470'DUNES.  A PART OF THE ORIGINAL SAND DUNE ON WHICH THE STATION
 AB1470'WAS SET MUST HAVE BLOWN AWAY LEAVING THE CONCRETE AS STATED.
 AB1470'THE METAL PLATE WAS UNDISTURBED IN THE CONCRETE.  STATION
 AB1470'NOW HAS NO VALUE AND MAY BE CONSIDERED DESTROYED.
 AB1470
 AB1470                          STATION RECOVERY (1949)
 AB1470
 AB1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1470'STATION BELIEVED LOST.  NO TRACE OF STATION FOUND ALONG
 AB1470'SHIFTING DUNES IN LOCALITY SHOWN BY G.P.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1355 ***********************************************************************
 BZ1355  DESIGNATION -  GOAT
 BZ1355  PID         -  BZ1355
 BZ1355  STATE/COUNTY-  TX/CORYELL
 BZ1355  USGS QUAD   -  SHELL MOUNTAINS (1995)
 BZ1355
 BZ1355                         *CURRENT SURVEY CONTROL
 BZ1355  ___________________________________________________________________
 BZ1355* NAD 83(1993)-  31 21 02.91303(N)    097 47 00.04398(W)     ADJUSTED  
 BZ1355* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 BZ1355  ___________________________________________________________________
 BZ1355  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 BZ1355  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BZ1355
 BZ1355  HORZ ORDER  -  SECOND
 BZ1355
 BZ1355.The horizontal coordinates were established by classical geodetic methods
 BZ1355.and adjusted by the National Geodetic Survey in February 1996..
 BZ1355
 BZ1355.The orthometric height was scaled from a topographic map.
 BZ1355
 BZ1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1355
 BZ1355.The geoid height was determined by GEOID03.
 BZ1355
 BZ1355;                    North         East     Units Scale Factor Converg.
 BZ1355;SPC TX C     - 3,189,477.929   942,593.162   MT  0.99990027   +1 18 48.2
 BZ1355;SPC TX C     -10,464,145.51  3,092,491.07   sFT  0.99990027   +1 18 48.2
 BZ1355;UTM  14      - 3,469,120.783   615,725.852   MT  0.99976518   +0 37 59.0
 BZ1355
 BZ1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1355!SPC TX C     -   0.99990706  x   0.99990027  =   0.99980733
 BZ1355!UTM  14      -   0.99990706  x   0.99976518  =   0.99967226
 BZ1355
 BZ1355:                Primary Azimuth Mark                     Grid Az
 BZ1355:SPC TX C     -  GATESVILLE CORYELL CO CTHSE              017 31 36.5
 BZ1355:UTM  14      -  GATESVILLE CORYELL CO CTHSE              018 12 25.7
 BZ1355
 BZ1355|---------------------------------------------------------------------|
 BZ1355| PID    Reference Object                     Distance      Geod. Az  |
 BZ1355|                                                           dddmmss.s |
 BZ1355| BZ1335 GATESVILLE CORYELL CO CTHSE         APPROX. 9.8 KM 0185024.7 |
 BZ1355| BZ1334 GATESVILLE WATER TANK               APPROX.10.1 KM 0203324.1 |
 BZ1355| BZ1333 RAINER                              APPROX.14.9 KM 0405717.4 |
 BZ1355| CV4110 GOAT RM 2                            28.155 METERS 14103     |
 BZ1355| CV4108 GOAT AZ MK                                         2212617.6 |
 BZ1355| CV4109 GOAT RM 1                            30.437 METERS 23408     |
 BZ1355|---------------------------------------------------------------------|
 BZ1355
 BZ1355                          SUPERSEDED SURVEY CONTROL
 BZ1355
 BZ1355  NAD 83(1986)-  31 21 02.92176(N)    097 47 00.02803(W) AD(       ) 2
 BZ1355  NAD 27      -  31 21 02.32200(N)    097 46 58.94800(W) AD(       ) 2
 BZ1355
 BZ1355.Superseded values are not recommended for survey control.
 BZ1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1355.See file dsdata.txt to determine how the superseded data were derived.
 BZ1355
 BZ1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1572669121(NAD 83)
 BZ1355_MARKER: P = PIPE CAP
 BZ1355_SETTING: 0 = UNSPECIFIED SETTING
 BZ1355_MARK LOGO: USE   
 BZ1355_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1355+STABILITY: SURFACE MOTION
 BZ1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1355+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2002
 BZ1355
 BZ1355  HISTORY     - Date     Condition        Report By
 BZ1355  HISTORY     - 1943     MONUMENTED       USE
 BZ1355  HISTORY     - 1952     GOOD             AMS
 BZ1355  HISTORY     - 1962     GOOD             USE
 BZ1355  HISTORY     - 1965     GOOD             CGS
 BZ1355  HISTORY     - 19840615 GOOD             NGS
 BZ1355  HISTORY     - 20010427 GOOD             USA
 BZ1355  HISTORY     - 20020112 GOOD             USA
 BZ1355
 BZ1355                          STATION DESCRIPTION
 BZ1355
 BZ1355'DESCRIBED BY US ENGINEERS 1943 (PLB)
 BZ1355'THE STATION IS LOCATED ABOUT 8.0 MILES SSW OF GATESVILLE,
 BZ1355'ON A SMALL PARTLY BARE RIDGE, AND ON LAND OWNED BY E.A. JACKSON.
 BZ1355'IT IS 0.15 MILE E OF THE GRAVEL ROAD, 0.05 MILE E OF A DESERTED
 BZ1355'FARMHOUSE, 20 FEET N OF A SMALL CLUMP OF SCRUB OAK TREES,
 BZ1355'100 FEET S OF AN ARMY SIGNAL STAND, AND IN THE CENTER OF THE
 BZ1355'RIDGE.  THIS IS A STATION OF THE CAMP HOOD CORPS OF ENGINEERS.
 BZ1355'IT IS A 2-INCH GALVANIZED-IRON PIPE SET IN A 4 BY 6 INCH
 BZ1355'CONCRETE BASE, WITH AN IRON CAP ON THE TOP CENTER PUNCHED HOLE
 BZ1355'IN THE CENTER OF CAP, AND STAMPED C.E. TRI - GOAT 1943.  THE
 BZ1355'PIPE PROJECTS 2 INCHES ABOVE CONCRETE SURFACE.
 BZ1355'
 BZ1355'NO UNDERGROUND MARK WAS SET.
 BZ1355'
 BZ1355'REFERENCE MARK NO. 1 IS W OF THE STATION, 5 FEET S OF THE ROAD
 BZ1355'LEADING TO THE TOP OF THE HILL, AND 172 FEET SE OF THE SE
 BZ1355'CORNER OF THE HOUSE, AND ABOUT 5 FEET LOWER IN ELEVATION THAN
 BZ1355'THE STATION.  IT IS A 2-INCH GALVANIZED-IRON PIPE SET IN A 4
 BZ1355'BY 6 INCH CONCRETE BASE, WITH AN IRON CAP SCREWED ON THE
 BZ1355'TOP CENTER PUNCHED HOLE IN CENTER OF CAP, AN ARROW POINTING
 BZ1355'TOWARD THE STATION.  THE CAP IS STAMPED REF, 1, AND PROJECTS
 BZ1355'2 INCHES.
 BZ1355'
 BZ1355'REFERENCE MARK NO. 2 IS S OF THE STATION, AND ON THE SAME
 BZ1355'ELEVATION AS THE STATION.  IT IS A 2-INCH GALVANIZED-IRON
 BZ1355'PIPE SET IN A 4 BY 6 INCH CONCRETE BASE, WITH AN IRON CAP
 BZ1355'SCREWED ON THE TOP CENTER PUNCHED HOLE IN THE CENTER OF THE CAP,
 BZ1355'AN ARROW POINTING TOWARD THE STATION.  THE CAP IS STAMPED
 BZ1355'REF, 2, AND PROJECTS 2 INCHES.
 BZ1355'
 BZ1355'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE.
 BZ1355'
 BZ1355'THE AZIMUTH MARK IS ABOUT 0.3 MILE WSW OF THE STATION, 150
 BZ1355'FEET S OF THE PROPOSED ROAD TO THE AMMUNITION PLANT, 50 FEET
 BZ1355'N OF THE GRAVEL ROAD, AND 10 FEET S OF 6-INCH SCRUB OAK TREE.
 BZ1355'THE DISK IS STAMPED GOAT C. OF E. 1943, AND PROJECTS 6 INCHES.
 BZ1355'TO REACH FROM THE STATION.  GO W 0.15 MILE TO GRAVEL ROAD
 BZ1355'TURN LEFT AND GO SW FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 BZ1355'
 BZ1355'TO REACH THE STATION FROM KILLEEN.  GO W ON NEW U.S. HIGHWAY
 BZ1355'190 FOR 2.45 MILES TO THE ENTRANCE TO CAMP HOOD.  TURN RIGHT
 BZ1355'AND GO N FOR 0.3 MILE TO THE GUARDHOUSE.  CONTINUE STRAIGHT AHEAD
 BZ1355'FOR 0.5 MILE TO SOUTH AVENUE, TURN LEFT AND GO W ON SOUTH
 BZ1355'AVENUE FOR 1.25 MILES TO ONE HUNDRED SEVENTY-SECOND STREET,
 BZ1355'TURN RIGHT AND GO N ON ONE HUNDRED SEVENTY-SECOND STREET, FOR
 BZ1355'1.5 MILES TO A FORK.  BEAR LEFT ON OILED ROAD FOR 5.5 MILES TO
 BZ1355'CROSSROADS NEAR A WHITE SCHOOLHOUSE, TURN RIGHT AND GO N FOR
 BZ1355'8.0 MILES TO A FORK AT THE TOP OF THE HILL.  BEAR LEFT AND GO
 BZ1355'4.4 MILES TO A T-INTERSECTION.  TURN RIGHT AND CONTINUE ON
 BZ1355'GRADED DIRT ROAD FOR 0.45 MILE TO A DIRT SIDE ROAD RIGHT AT
 BZ1355'A FENCE CORNER.  TURN RIGHT AND GO 0.9 MILE TO A SIDE ROAD
 BZ1355'LEFT.  TURN LEFT AND GO NE ON FARM ROAD FOR 0.15 MILE TO
 BZ1355'AN OLD UNPAINTED FARMHOUSE ON THE LEFT AND A SIDE ROAD
 BZ1355'GOING N TO THE TOP OF THE RIDGE.  CONTINUE ONTO TOP OF
 BZ1355'RIDGE AND STATION.
 BZ1355'
 BZ1355'NOTE--A 37-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BZ1355'
 BZ1355'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BZ1355
 BZ1355                          STATION RECOVERY (1952)
 BZ1355
 BZ1355'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BZ1355'STATION WAS RECOVERED IN GOOD CONDITION.
 BZ1355
 BZ1355                          STATION RECOVERY (1962)
 BZ1355
 BZ1355'RECOVERY NOTE BY US ENGINEERS 1962
 BZ1355'STATION IS ABOUT 150 METERS NORTH OF TURNOVER CREEK ROAD, 90
 BZ1355'METERS SOUTH OF LARGE OAK TREE AND 6 METERS NORTH OF CLUMP
 BZ1355'OAKS.  STATION IS CAPPED 2 INCH IRON PIPE IN CONCRETE PROJECTING
 BZ1355'2 INCHES.
 BZ1355'
 BZ1355'REFERENCE MARK NO. 1 IS 30.4 METERS NW OF STATION, A 2 INCH
 BZ1355'IRON PIPE IN CONCRETE WITH CAP KNOCKED OFF.
 BZ1355'
 BZ1355'REFERENCE MARK NO. 2 NOT RECOVERED, WAS IN AREA NOW SCARRED AND
 BZ1355'DUG UP FOR BORROW.
 BZ1355'
 BZ1355'AZIMUTH MARK FOUND UPROOTED AND BADLY DAMAGED.
 BZ1355'
 BZ1355'FROM INTERSECTION 1076 OF ROYALTY RIDGE ROAD AND TURNOVER
 BZ1355'CREEK ROAD, GO NE 0.15 MILE ON TANK TRAIL TO TOP OF SMALL PARTLY
 BZ1355'BARE RIDGE AND STATION SITE.
 BZ1355
 BZ1355                          STATION RECOVERY (1965)
 BZ1355
 BZ1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 BZ1355'STATION FOUND IN GOOD CONDITION.  R.M. 1 AND R.M. 2 NOT FOUND.
 BZ1355'AZIMUTH MARK DESTROYED.
 BZ1355'
 BZ1355'A 20-FOOT HIGH METAL TOWER IS SET OVER STATION MARK.
 BZ1355
 BZ1355                          STATION RECOVERY (1984)
 BZ1355
 BZ1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 BZ1355'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO OTHER MARKS COULD BE
 BZ1355'FOUND.  A USE REFERENCE MARK WAS FOUND WHICH WAS NOT PART OF THE 1943
 BZ1355'DATA.  A NEW AZIMUTH MARK AND A NEW REFERENCE MARK WAS SET AT THIS
 BZ1355'TIME.  THE NEW REFERENCE MARK CAN BE USED AS A STATION IN CASE THE
 BZ1355'STATION IS TORN OUT IN FUTURE.  MARKS WERE MEASURED WITH AN EDM DUE TO
 BZ1355'THE TANK TRAFFIC BETWEEN MARKS.  A RIDGE WAS ON LINE BETWEEN MARKS.
 BZ1355'THE STATION IS LOCATED ABOUT 19.20 KM (11.95 MI) NORTHEAST OF COPPERAS
 BZ1355'COVE, 12.80 KM (7.95 MI) SOUTH OF GATESVILLE, ON THE NORTHWEST SIDE OF
 BZ1355'THE FT HOOD RESERVATION AND ON A HILL USED FOR WAR GAMES.  TO REACH
 BZ1355'THE STATION FROM THE JUNCTION OF FARM ROADS 116 AND 1113 IN THE NORTH
 BZ1355'EDGE OF COPPERAS COVE, GO NORTH ON FM 116 FOR 7.84 KM (4.85 MI) TO
 BZ1355'ELIJHA ROAD ON THE RIGHT.  TURN RIGHT, ENTERING FT HOOD AND GO
 BZ1355'EASTERLY ON ELIJHA ROAD FOR 2.72 KM (1.70 MI) TO
 BZ1355'STATION---ANTELOPE---ON THE LEFT.  CONTINUE EAST ON ELIJHA ROAD FOR
 BZ1355'2.40 KM (1.50 MI) TO THE JUNCTION WITH GEORGETOWN ROAD.  TURN LEFT AND
 BZ1355'GO NORTHERLY ON GEORGETOWN ROAD FOR 6.00 KM (3.70 MI) TO THE CENTER OF
 BZ1355'COWHOUSE CREEK.  CONTINUE NORTH ON GEORGETOWN ROAD FOR 12.64 KM (7.85
 BZ1355'MI) TO THE JUNCTION WITH ROYALITY RIDGE ROAD.  TURN LEFT, THEN RIGHT
 BZ1355'ON THE TANK ROAD THAT PARALLELS THE GEORGETOWN ROAD AND GO NORTH ON
 BZ1355'THE TANK ROAD FOR 0.24 KM (0.15 MI) TO THE TOP OF THE HILL AND A TRACK
 BZ1355'ROAD LEFT.  TURN LEFT ON THE TRACK ROAD AND GO NORTHWEST FOR 0.08 KM
 BZ1355'(0.05 MI) TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM
 BZ1355'THE STATION, GO NORTHERLY ON THE TANK ROAD FOR 0.64 KM (0.40 MI) TO
 BZ1355'THE MARK ON THE RIGHT ON THE EAST SIDE OF GEORGETOWN ROAD.  REFERENCE
 BZ1355'MARK 3, STAMPED---GOAT NO 3 1985---, IS A STANDARD DISK SET IN TOP OF
 BZ1355'A ROCK OUTCROP ABOUT 1-FOOT ABOVE GROUND.  IT IS 36.58 METERS (120.01
 BZ1355'FT) SOUTHEAST OF A LONE OAK TREE, 5.49 METERS (18.01 FT) SOUTH OF A
 BZ1355'TANK TRENCH AND ON THE SOUTH SLOPE OF THE HILL.  USE REFERENCE MARK IS
 BZ1355'A STEEL SHANK WITH A SHEEL CASING IN THE CENTER AND SET IN TOP OF A
 BZ1355'CONCRETE POST ABOUT 8-INCHES IN DIAMETER.  THE MARK IS SET FLUSH WITH
 BZ1355'THE GROUND AND IS NOT STAMPED. IT IS 4.57 METERS (14.99 FT) NORTHEAST
 BZ1355'OF THE CENTER OF THE TRACK ROAD, 37.19 METERS (122.01 FT) NORTHEAST OF
 BZ1355'THE LONE OAK TREE AND IS SET ON THE EDGE OF THE NORTH SLOPE OF THE
 BZ1355'HILL.  AZIMUTH MARK 2, STAMPED---GOAT NO 2 1943 1985---, IS A STANDARD
 BZ1355'DISK SET IN AN OUTCROP OF BEDROCK FLUSH WITH THE GROUND.  IT IS 10.06
 BZ1355'METERS (33.01 FT) SOUTH OF THE CENTER OF GEORGETOWN ROAD AND 28.96
 BZ1355'METERS (95.01 FT) WEST OF A HIGHWAY SIGN THAT READS-HILL-.
 BZ1355
 BZ1355                          STATION RECOVERY (2001)
 BZ1355
 BZ1355'RECOVERY NOTE BY US ARMY 2001 (TWF)
 BZ1355'RECOVERED IN GOOD CONDITION.
 BZ1355
 BZ1355                          STATION RECOVERY (2002)
 BZ1355
 BZ1355'RECOVERY NOTE BY US ARMY 2002 (TWF)
 BZ1355'RECOVERED BY SURVEY SECTION, 4TH BATTALION, 42ND FIELD ARTILLERY, 4TH
 BZ1355'INFANTRY DIVISION.  IN ACTIVE USE BY FA SURVEY SECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0926 ***********************************************************************
 CB0926  DESIGNATION -  GOAT
 CB0926  PID         -  CB0926
 CB0926  STATE/COUNTY-  TX/COKE
 CB0926  USGS QUAD   -  CRAWFORD SLIDE (1987)
 CB0926
 CB0926                         *CURRENT SURVEY CONTROL
 CB0926  ___________________________________________________________________
 CB0926* NAD 83(1993)-  31 59 00.51336(N)    100 46 48.78661(W)     ADJUSTED  
 CB0926* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 CB0926  ___________________________________________________________________
 CB0926  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CB0926  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 CB0926
 CB0926  HORZ ORDER  -  THIRD
 CB0926
 CB0926.The horizontal coordinates were established by classical geodetic methods
 CB0926.and adjusted by the National Geodetic Survey in February 1996..
 CB0926
 CB0926.The orthometric height was scaled from a topographic map.
 CB0926
 CB0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0926
 CB0926.The geoid height was determined by GEOID03.
 CB0926
 CB0926;                    North         East     Units Scale Factor Converg.
 CB0926;SPC TX C     - 3,256,929.669   657,763.757   MT  1.00002844   -0 13 48.6
 CB0926;SPC TX C     -10,685,443.42  2,158,013.26   sFT  1.00002844   -0 13 48.6
 CB0926;SPC TXNC     - 2,037,471.336   384,503.608   MT  1.00004487   -1 14 37.0
 CB0926;SPC TXNC     - 6,684,603.87  1,261,492.25   sFT  1.00004487   -1 14 37.0
 CB0926;UTM  14      - 3,539,988.410   331,806.729   MT  0.99994888   -0 56 35.4
 CB0926
 CB0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0926!SPC TX C     -   0.99990249  x   1.00002844  =   0.99993093
 CB0926!SPC TXNC     -   0.99990249  x   1.00004487  =   0.99994735
 CB0926!UTM  14      -   0.99990249  x   0.99994888  =   0.99985137
 CB0926
 CB0926:                Primary Azimuth Mark                     Grid Az
 CB0926:SPC TX C     -  MICRO WAVE TOWER SEC                     042 39 39.0
 CB0926:SPC TXNC     -  MICRO WAVE TOWER SEC                     043 40 27.4
 CB0926:UTM  14      -  MICRO WAVE TOWER SEC                     043 22 25.8
 CB0926
 CB0926|---------------------------------------------------------------------|
 CB0926| PID    Reference Object                     Distance      Geod. Az  |
 CB0926|                                                           dddmmss.s |
 CB0926| CU0983 MICRO WAVE TOWER SEC                APPROX.12.6 KM 0422550.4 |
 CB0926| CU0985 MC WHORTER                          APPROX.12.2 KM 2954308.0 |
 CB0926|---------------------------------------------------------------------|
 CB0926
 CB0926                          SUPERSEDED SURVEY CONTROL
 CB0926
 CB0926  NAD 83(1986)-  31 59 00.51721(N)    100 46 48.77672(W) AD(       ) 3
 CB0926  NAD 27      -  31 59 00.02276(N)    100 46 47.35987(W) AD(       ) 3
 CB0926
 CB0926.Superseded values are not recommended for survey control.
 CB0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0926.See file dsdata.txt to determine how the superseded data were derived.
 CB0926
 CB0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA3180739988(NAD 83)
 CB0926_MARKER: DD = SURVEY DISK
 CB0926_SETTING: 80 = SET IN A BOULDER
 CB0926_SP_SET: SET IN DRILL HOLE IN A BOULDER
 CB0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0926+STABILITY: SURFACE MOTION
 CB0926
 CB0926  HISTORY     - Date     Condition        Report By
 CB0926  HISTORY     - 1958     MONUMENTED       USGS
 CB0926
 CB0926                          STATION DESCRIPTION
 CB0926
 CB0926'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0926'STATION LOCATED IN COKE COUNTY, TEXAS, ABOUT 6 MI. W. AND 6 MI. S.
 CB0926'OF THE TOWN OF SILVER AND ABOUT .5 MI. SW. OF GOAT MOUNTAIN.
 CB0926'
 CB0926'TO REACH FROM THE FIRST METHODIST CHURCH IN SILVER, GO W. AND S. ON
 CB0926'PAVED RD. 6.3 MI. AND TURN RIGHT OFF PAVED RD. AND PROCEED RIGHT ON
 CB0926'BLADED DIRT RD. 0.9 MI. TO T-RD.  TURN LEFT (S.) 0.5 MI. TO T-RD.
 CB0926'CONTINUE STRAIGHT AHEAD (W.) 0.8 MI. AND TURN LEFT AT T-RD., THENCE
 CB0926'0.6 MI. TO A Y-RD.  TURN RIGHT AND GO 0.1 MI. TO CROSSROAD AT E.
 CB0926'EDGE OF GOAT MOUNTAIN.  TURN SHARP RIGHT UP STEEP GRADE 1.1 MI. TO
 CB0926'CREST OF TOP.  STATION IS TO RIGHT (W.) OF RD. ABOUT 200 FT.
 CB0926'
 CB0926'STATION MARK--STANDARD TABLET STAMPED ---GOAT 1958--- AND CEMENTED
 CB0926'IN A DRILL HOLE IN A LARGE BOULDER FLUSH.
 CB0926'
 CB0926'REFERENCE MARK NO. 1--DRILL HOLE IN OUTCROPPING BOULDER, 49.96 FT.
 CB0926'FROM STATION MARK, S 46 DEG 30 MIN E.
 CB0926'
 CB0926'REFERENCE MARK NO. 2--CHISELED CROSS ON A BOULDER, 54.33 FT. FROM
 CB0926'STATION MARK, S 40 DEG 56 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3125 ***********************************************************************
 CS3125  DESIGNATION -  GOAT
 CS3125  PID         -  CS3125
 CS3125  STATE/COUNTY-  TX/JOHNSON
 CS3125  USGS QUAD   -  BRAZOS POINT (1979)
 CS3125
 CS3125                         *CURRENT SURVEY CONTROL
 CS3125  ___________________________________________________________________
 CS3125* NAD 83(1993)-  32 10 27.73360(N)    097 32 44.38524(W)     ADJUSTED  
 CS3125* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 CS3125  ___________________________________________________________________
 CS3125  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CS3125  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS3125
 CS3125  HORZ ORDER  -  SECOND
 CS3125
 CS3125.The horizontal coordinates were established by classical geodetic methods
 CS3125.and adjusted by the National Geodetic Survey in February 1996..
 CS3125
 CS3125.The orthometric height was scaled from a topographic map.
 CS3125
 CS3125.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3125
 CS3125.The geoid height was determined by GEOID03.
 CS3125
 CS3125;                    North         East     Units Scale Factor Converg.
 CS3125;SPC TXNC     - 2,056,709.648   690,005.023   MT  0.99998889   +0 31 13.8
 CS3125;SPC TXNC     - 6,747,721.57  2,263,791.48   sFT  0.99998889   +0 31 13.8
 CS3125;SPC TX C     - 3,281,308.450   962,912.479   MT  1.00009116   +1 26 08.9
 CS3125;SPC TX C     -10,765,426.14  3,159,155.36   sFT  1.00009116   +1 26 08.9
 CS3125;UTM  14      - 3,560,690.384   637,115.756   MT  0.99983185   +0 46 28.4
 CS3125
 CS3125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3125!SPC TXNC     -   0.99996949  x   0.99998889  =   0.99995838
 CS3125!SPC TX C     -   0.99996949  x   1.00009116  =   1.00006065
 CS3125!UTM  14      -   0.99996949  x   0.99983185  =   0.99980135
 CS3125
 CS3125|---------------------------------------------------------------------|
 CS3125| PID    Reference Object                     Distance      Geod. Az  |
 CS3125|                                                           dddmmss.s |
 CS3125| CY1968 GOAT RM 1                            19.525 METERS 21015     |
 CS3125| CY1969 GOAT RM 2                            19.020 METERS 34053     |
 CS3125| CY1967 GOAT AZ MK                                         3474216.7 |
 CS3125|---------------------------------------------------------------------|
 CS3125
 CS3125                          SUPERSEDED SURVEY CONTROL
 CS3125
 CS3125  NAD 83(1986)-  32 10 27.73927(N)    097 32 44.36399(W) AD(       ) 2
 CS3125  NAD 27      -  32 10 27.21000(N)    097 32 43.28300(W) AD(       ) 2
 CS3125
 CS3125.Superseded values are not recommended for survey control.
 CS3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3125.See file dsdata.txt to determine how the superseded data were derived.
 CS3125
 CS3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA3711660690(NAD 83)
 CS3125_MARKER: DD = SURVEY DISK
 CS3125_SETTING: 0 = UNSPECIFIED SETTING
 CS3125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3125+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 CS3125
 CS3125  HISTORY     - Date     Condition        Report By
 CS3125  HISTORY     - 1944     MONUMENTED       CGS
 CS3125  HISTORY     - 19940329 GOOD             USPSQD
 CS3125  HISTORY     - 20060815 GOOD             FRONT
 CS3125
 CS3125                          STATION DESCRIPTION
 CS3125
 CS3125'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3125'STATION IS LOCATED ABOUT 0.9 MILE NNW OF HIGHLAND SCHOOL,
 CS3125'3.3 MILES SSE OF BRAZOS VALLEY SCHOOL, ON THE S END OF A
 CS3125'BARREN RIDGE BETWEEN MILL AND CAMP CREEKS, LOCALLY KNOWN
 CS3125'AS GOAT NECK.  IT IS IN THE ROAD RIGHT-OF-WAY, ON THE TANGENT
 CS3125'OF A CURVE, ABOUT 300 FEET E OF THE CENTER OF THE CURVE,
 CS3125'3 FEET W OF THE N-S FENCE LINE, 30 FEET N OF THE FENCE CORNER,
 CS3125'AND 6 FEET NW OF A 4- BY 4-INCH WHITE POST.  IT IS STAMPED
 CS3125'GOAT 1944 AND PROJECTS ABOUT 8 INCHES.
 CS3125'
 CS3125'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS3125'DISKS SET IN CONCRETE.
 CS3125'
 CS3125'REFERENCE MARK 1 IS W OF THE STATION, 75 FEET W OF THE FENCE
 CS3125'CORNER, AND 1 FOOT N OF THE E-W FENCE LINE.  IT IS STAMPED
 CS3125'GOAT NO 1 1944 AND PROJECTS ABOUT 8 INCHES.
 CS3125'
 CS3125'REFERENCE MARK 2 IS N OF THE STATION, 100 FEET N OF THE FENCE
 CS3125'CORNER, AND 1 FOOT W OF THE N-S FENCE LINE.  IT IS STAMPED
 CS3125'GOAT NO 2 1944 AND PROJECTS ABOUT 8 INCHES.
 CS3125'
 CS3125'AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, 25 FEET
 CS3125'S OF THE CENTER LINE OF THE DIRT ROAD, AND 2 FEET S OF THE
 CS3125'E-W FENCE LINE.  IT IS STAMPED GOAT 1944 AND PROJECTS ABOUT
 CS3125'6 INCHES.  TO REACH THE MARK FROM THE STATION, GO N ON DIRT
 CS3125'ROAD FOR 0.3 MILE, TURN RIGHT AND CONTINUE FOR 0.05 MILE
 CS3125'TO THE MARK ON THE RIGHT.
 CS3125'
 CS3125'TO REACH THE STATION FROM CLEBURNE, GO W ON COMBINED U.S.
 CS3125'HIGHWAY 67 AND STATE HIGHWAY 174 FOR ABOUT 5.0 MILES TO
 CS3125'WHERE HIGHWAY 174 TURNS LEFT, TURN LEFT AND FOLLOW HIGHWAY
 CS3125'174 IN A W AND SW DIRECTION FOR 11.4 MILES TO A SIDE ROAD
 CS3125'LEFT JUST AFTER MAKING A SHARP LEFT TURN IN HIGHWAY 174
 CS3125'(THIS ROAD IS THE FIRST ROAD TO THE RIGHT 0.8 MILE NE OF
 CS3125'THE BRAZOS RIVER BRIDGE).  TURN LEFT AND FOLLOW MAIN-TRAVELED
 CS3125'GRADED DIRT ROAD FOR 2.4 MILES TO A SIDE ROAD RIGHT (THIS
 CS3125'ROAD IS 0.7 MILE NW OF THE BRAZOS VALLEY SCHOOL).  TURN
 CS3125'RIGHT AND FOLLOW MAIN-TRAVELED ROAD, KEEPING LEFT AT ALL
 CS3125'SIDE ROADS, FOR 0.75 MILE TO CROSSROADS AT A GAS PUMP AND
 CS3125'HOUSE ON THE RIGHT.  TURN LEFT AND FOLLOW MAIN-TRAVELED
 CS3125'ROAD, CROSSING CREEK, FOR 2.1 MILES TO A T-INTERSECTION,
 CS3125'TURN RIGHT AND CONTINUE ON MAIN-TRAVELED ROAD FOR 0.9
 CS3125'MILE TO WHERE MAIN ROAD MAKES A RIGHT TURN.  CONTINUE
 CS3125'STRAIGHT AHEAD TO FENCE CORNER AND STATION.
 CS3125'
 CS3125'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 CS3125'
 CS3125'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CS3125
 CS3125                          STATION RECOVERY (1994)
 CS3125
 CS3125'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3125'RECOVERED IN GOOD CONDITION.
 CS3125
 CS3125                          STATION RECOVERY (2006)
 CS3125
 CS3125'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2006 (RLE)
 CS3125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0918 ***********************************************************************
 BP0918  DESIGNATION -  GOAT
 BP0918  PID         -  BP0918
 BP0918  STATE/COUNTY-  TX/BREWSTER
 BP0918  USGS QUAD   -  GOAT MOUNTAIN (1983)
 BP0918
 BP0918                         *CURRENT SURVEY CONTROL
 BP0918  ___________________________________________________________________
 BP0918* NAD 83(1993)-  30 05 34.60448(N)    103 43 40.08181(W)     ADJUSTED  
 BP0918* NAVD 88     -      1769.     (meters)    5804.     (feet)  SCALED    
 BP0918  ___________________________________________________________________
 BP0918  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 BP0918  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 BP0918
 BP0918  HORZ ORDER  -  SECOND
 BP0918
 BP0918.The horizontal coordinates were established by classical geodetic methods
 BP0918.and adjusted by the National Geodetic Survey in February 1996..
 BP0918
 BP0918.The orthometric height was scaled from a topographic map.
 BP0918
 BP0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0918
 BP0918.The geoid height was determined by GEOID03.
 BP0918
 BP0918;                    North         East     Units Scale Factor Converg.
 BP0918;SPC TXSC     - 4,259,641.826   144,404.457   MT  0.99995055   -2 18 58.4
 BP0918;SPC TXSC     -13,975,174.89    473,766.96   sFT  0.99995055   -2 18 58.4
 BP0918;UTM  13      - 3,329,767.049   622,591.241   MT  0.99978541   +0 38 16.7
 BP0918
 BP0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0918!SPC TXSC     -   0.99972563  x   0.99995055  =   0.99967620
 BP0918!UTM  13      -   0.99972563  x   0.99978541  =   0.99951110
 BP0918
 BP0918|---------------------------------------------------------------------|
 BP0918| PID    Reference Object                     Distance      Geod. Az  |
 BP0918|                                                           dddmmss.s |
 BP0918| CH9445 GOAT RM 1                             8.832 METERS 23904     |
 BP0918| CH9444 GOAT AZ MK                                         3053750.5 |
 BP0918| CH9446 GOAT RM 2                             5.742 METERS 32718     |
 BP0918|---------------------------------------------------------------------|
 BP0918
 BP0918                          SUPERSEDED SURVEY CONTROL
 BP0918
 BP0918  NAD 83(1986)-  30 05 34.59834(N)    103 43 40.07868(W) AD(       ) 2
 BP0918  NAD 27      -  30 05 34.00400(N)    103 43 38.42400(W) AD(       ) 2
 BP0918
 BP0918.Superseded values are not recommended for survey control.
 BP0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0918.See file dsdata.txt to determine how the superseded data were derived.
 BP0918
 BP0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP2259129767(NAD 83)
 BP0918_MARKER: DS = TRIANGULATION STATION DISK
 BP0918_SETTING: 66 = SET IN ROCK OUTCROP
 BP0918
 BP0918  HISTORY     - Date     Condition        Report By
 BP0918  HISTORY     - 1942     MONUMENTED       CGS
 BP0918  HISTORY     - 1943     GOOD             CGS
 BP0918
 BP0918                          STATION DESCRIPTION
 BP0918
 BP0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0918'THE STATION IS LOCATED ON THE SOUTHERN END OF A ROCKY HOG BACK
 BP0918'RIDGE ON THE SOUTHERNMOST OF SEVERAL PEAKS ON GOAT MOUNTAIN.
 BP0918'THE PEAKS TO THE N ARE HIGHER THAN THE STATION SITE.
 BP0918'
 BP0918'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 BP0918'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BP0918'
 BP0918'THE STATION MARK IS ON THE HIGHEST POINT OF THE PEAK AND
 BP0918'IS STAMPED GOAT 1942.
 BP0918'
 BP0918'NO UNDERGROUND MARK WAS ESTABLISHED.
 BP0918'
 BP0918'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME HEIGHT AS THE
 BP0918'STATION MARK.  IT IS STAMPED GOAT NO. 1 1942.
 BP0918'
 BP0918'REFERENCE MARK NO. 2 IS 4-1/2 FEET LOWER THAN THE STATION
 BP0918'MARK.  IT IS STAMPED GOAT NO. 2 1942.
 BP0918'
 BP0918'THE AZIMUTH MARK IS ALONG THE TRAIL TO THE STATION, ABOUT
 BP0918'150 FEET N OF THE TRAIL AT A POINT WHERE THE TRAIL COMES OVER
 BP0918'THE BENCH MENTIONED BELOW.  IT IS A STANDARD DISK, STAMPED
 BP0918'GOAT 1942, SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 BP0918'ABOUT 3 FEET.
 BP0918'
 BP0918'TO REACH THE STATION FROM THE POST OFFICE IN MARFA GO S 1/2
 BP0918'BLOCK TO U.S. HIGHWAY 90, TURN LEFT, E, ONTO U.S. HIGHWAY
 BP0918'90, GO EASTERLY 6.44 MILES TO THE NOPAL SIDING AND A GRADED
 BP0918'DIRT ROAD LEADING S, TURN RIGHT, S, ONTO THE DIRT ROAD, GO
 BP0918'6.3 MILES TO A FORKS, TAKE LEFT FORK AS PER SIGN W.B.
 BP0918'MITCHELL-ESCONDIDO, GO 1.6 MILES TO FORKS, TAKE LEFT FORK AS PER
 BP0918'SIGN W.B. MITCHELL-ESCONDIDO HEADING TOWARD GOAT MOUNTAIN, GO
 BP0918'6.8 MILES TO A CATTLE GUARD AND FORKS, KEEP RIGHT FORK STRAIGHT
 BP0918'AHEAD, GO 3.0 MILES TO A GATE IN A FENCE LINE (0.25 MILE S OF A
 BP0918'DIRT RESERVOIR), TURN LEFT ON A TRACK ROAD 50 YARDS BEFORE
 BP0918'REACHING THE GATE AND FOLLOW ALONG THE N SIDE OF THE FENCE
 BP0918'LINE FOR 0.9 MILE TO A GATE, PASS THROUGH THE GATE AND
 BP0918'CONTINUE EASTWARD ALONG THE N SIDE OF THE FENCE LINE FOR
 BP0918'1.4 MILES TO THE END OF TRUCK TRAVEL AT THE FOOT OF A
 BP0918'TRAIL WHICH LEADS TO THE SUMMIT OF GOAT MOUNTAIN, AND IS
 BP0918'ABOUT 75 YARDS N OF THE FENCE LINE.  FROM THE END OF
 BP0918'TRUCK TRAVEL PACK UP A WELL DEFINED STOCK TRAIL ALONG THE RIGHT
 BP0918'SIDE OF A CANYON AND JUST BELOW RIM ROCK, CROSS OVER TO
 BP0918'THE LEFT SIDE OF THE CANYON AND GO FOR A SHORT DISTANCE
 BP0918'TO A DRIFT FENCE ACROSS THE TRAIL JUST BELOW A BENCH.
 BP0918'JUST BEYOND THE FENCE THE TRAIL FORKS, THE LEFT ONE GOES
 BP0918'TO THE AZIMUTH MARK, A DISTANCE OF 250 FEET, TAKE THE
 BP0918'RIGHT FORK TO THE TOP OF A GRASSY BENCH, THENCE
 BP0918'EASTWARD ACROSS THE GRASSY FLAT TO THE FOOT OF THE S PEAK
 BP0918'(THE PEAK TO THE N IS CONSIDERABLY HIGHER), CONTINUE TO THE TOP
 BP0918'OF THE PEAK AND STATION.  A 1 1/4-HOUR PACK.
 BP0918
 BP0918                          STATION RECOVERY (1943)
 BP0918
 BP0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0918'THE STATION IS LOCATED ON A ROCKY HOGBACK SUMMIT OF THE
 BP0918'SOUTHERNMOST OF SEVERAL PEAKS ON GOAT MOUNTAIN.  IT IS 24
 BP0918'MILES, AIR LINE, SE OF MARFA AND 19 MILES SSW OF ALPINE.
 BP0918'THERE IS A HIGHER POINT ABOUT 1/2 MILE NW OF THE STATION.
 BP0918'
 BP0918'THE STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BP0918'IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 BP0918'GROUND.  IT IS STAMPED GOAT 1942.
 BP0918'
 BP0918'REFERENCE MARK NO. 1 IS A BRONZE DISK CEMENTED IN A DRILL
 BP0918'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 BP0918'OF THE GROUND AND APPROXIMATELY THE SAME HEIGHT AS THE STATION
 BP0918'MARK.  IT IS STAMPED GOAT NO. 1 1942.
 BP0918'
 BP0918'REFERENCE MARK NO. 2 IS A BRONZE DISK CEMENTED IN A DRILL
 BP0918'HOLE IN OUTCROPPING BEDROCK WHICH IS 3 FEET LOWER THAN THE
 BP0918'STATION MARK.  IT IS STAMPED GOAT NO. 2 1942.
 BP0918'
 BP0918'THE AZIMUTH MARK IS NW BY W AND IS ABOUT 75 FEET N OF A
 BP0918'POINT WHERE THE TRAIL DROPS OVER THE EDGE OF THE GRASSY BENCH
 BP0918'MENTIONED BELOW.  IT IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN
 BP0918'OUTCROPPING BEDROCK WHICH PROJECTS 3 FEET ABOVE THE GROUND,
 BP0918'STAMPED GOAT 1942.
 BP0918'
 BP0918'AN AIR BASE WAS ESTABLISHED RECENTLY IN THE VICINITY OF THE
 BP0918'STATION MAKING THE ORIGINAL DESCRIPTION OF THE ROUTE TO THE
 BP0918'STATION OBSOLETE.  THE FOLLOWING IS THE NEW ROUTE TO THE
 BP0918'STATION--TO REACH FROM ALPINE GO W ON U.S. HIGHWAYS 90 AND 67,
 BP0918'20.4 MILES TO THE NOPAL SIDING ON THE RIGHT AND A GRADED DIRT
 BP0918'ROAD LEADING LEFT OR S.  THIS POINT IS 2.9 MILES W OF THE MAIN
 BP0918'ENTRANCE TO THE AIR BASE AND 6.4 MILES E OF MARFA.  TURN
 BP0918'LEFT, S, ONTO THE GRADED DIRT ROAD AND GO 6.3 MILES TO FORKS.
 BP0918'TAKE THE LEFT FORK AS PER SIGN W.B. MITCHELL- ESCONDIDO
 BP0918'RANCH, GO 1.6 MILES TO FORKS.  TAKE THE LEFT FORK TOWARDS
 BP0918'GOAT MOUNTAIN SE FOR 3.5 MILES TO A CATTLE GUARD AND A NEW
 BP0918'BLADED ROAD LEADING LEFT.  TURN LEFT AND FOLLOW THE BLADED
 BP0918'ROAD E AND S 5.3 MILES TO A RANCH SHACK, WINDMILL, WATER
 BP0918'TANK, AND A CONCRETE WATERING TROUGH.  KEEP STRAIGHT
 BP0918'AHEAD AFTER JOGGING TO THE RIGHT OF THE WATER TROUGH AND
 BP0918'GO S 0.2 MILE TO FORKS.  THE MAIN-TRAVELED ROAD BEARS
 BP0918'RIGHT AT THIS POINT.  KEEP STRAIGHT AHEAD ON THE LEFT
 BP0918'FORK, DIM TRACK ROAD, GO SOUTHERLY 2.1 MILES TO A
 BP0918'BOARD GATE IN AN E-W FENCE LINE.  TURN LEFT AND FOLLOW A
 BP0918'DIM TRACK ROAD E ALONG THE N SIDE OF A FENCE 0.4 MILE TO A N-S
 BP0918'FENCE LINE.  PASS THROUGH THE GATE AND CONTINUE E ALONG
 BP0918'THE N SIDE OF THE FENCE LINE FOR 1.4 MILES TO A LARGE
 BP0918'BOULDER WITH A CAIRN ON TOP.  THIS IS THE END OF TRUCK
 BP0918'TRAVEL.  THIS POINT IS APPROXIMATELY 75 YARDS N OF A FENCE.
 BP0918'FROM HERE PACK UP HILL SIDE ON AN OLD STOCK TRAIL JUST
 BP0918'TO THE RIGHT OF THE CANYON AND JUST BELOW RIM ROCK.  THENCE
 BP0918'CROSS THE CANYON AND BEAR EASTERLY ON THE TRAIL TO A DRIFT FENCE
 BP0918'JUST BELOW A BENCH.  CONTINUE ABOUT 25 YARDS TO THE
 BP0918'SUMMIT OF THE BENCH.  THE AZIMUTH MARK IS ABOUT 75 FEET N
 BP0918'OF THIS POINT.  NOTE--THE HILL TO THE N APPEARS TO BE THE
 BP0918'HIGHEST POINT BUT THE STATION IS NOT ON THIS PEAK.  CONTINUE
 BP0918'EASTERLY ACROSS A GRASSY FLAT THENCE UP A STEEP HILLSIDE TO THE
 BP0918'HIGHEST POINT AND STATION.  A 1 1/2-HOUR PACK.
 BP0918'
 BP0918'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 BP0918'
 BP0918'REFERENCE MARK NO. 2 WAS TOO CLOSE UPON WHICH TO FOCUS THE
 BP0918'INSTRUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0458 ***********************************************************************
 BA0458  DESIGNATION -  GOAT MOUNTAIN NORTHWEST END
 BA0458  PID         -  BA0458
 BA0458  STATE/COUNTY-  TX/PRESIDIO
 BA0458  USGS QUAD   -  PUERTO POTRILLO (1983)
 BA0458
 BA0458                         *CURRENT SURVEY CONTROL
 BA0458  ___________________________________________________________________
 BA0458* NAD 83(1993)-  29 45 15.11731(N)    103 57 18.22709(W)     ADJUSTED  
 BA0458* NAVD 88     -                                                        
 BA0458  ___________________________________________________________________
 BA0458  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 BA0458  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BA0458
 BA0458  HORZ ORDER  -  THIRD
 BA0458
 BA0458.The horizontal coordinates were established by classical geodetic methods
 BA0458.and adjusted by the National Geodetic Survey in February 1996..
 BA0458
 BA0458
 BA0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0458
 BA0458.The geoid height was determined by GEOID03.
 BA0458
 BA0458;                    North         East     Units Scale Factor Converg.
 BA0458;SPC TXSC     - 4,223,034.785   120,926.698   MT  0.99988993   -2 25 39.2
 BA0458;SPC TXSC     -13,855,073.29    396,740.34   sFT  0.99988993   -2 25 39.2
 BA0458;UTM  13      - 3,292,006.397   601,032.049   MT  0.99972594   +0 31 07.1
 BA0458
 BA0458                          SUPERSEDED SURVEY CONTROL
 BA0458
 BA0458  NAD 83(1986)-  29 45 15.12960(N)    103 57 18.22932(W) AD(       ) 4
 BA0458  NAD 27      -  29 45 14.45000(N)    103 57 16.62000(W) AD(       ) 3
 BA0458
 BA0458.Superseded values are not recommended for survey control.
 BA0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0458.See file dsdata.txt to determine how the superseded data were derived.
 BA0458
 BA0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN0103292006(NAD 83)
 BA0458_MARKER: 02 = CONSPICUOUS ROCK
 BA0458
 BA0458  HISTORY     - Date     Condition        Report By
 BA0458  HISTORY     - 1918     FIRST OBSERVED   CGS
 BA0458  HISTORY     - 1958     GOOD             AMS
 BA0458
 BA0458                          STATION DESCRIPTION
 BA0458
 BA0458'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0458'STATION WAS RECOVERED WITH THE AID OF AERIAL PHOTOS.  IT
 BA0458'IS A ROCK CAIRN ON THE HIGHEST POINT OF A MOUNTAIN.  IT IS
 BA0458'LOCATED 25 FEET E OF SHEER DROP TO THE W.  42 FEET N OF SHARP
 BA0458'BREAK IN PEAK.  14 FEET W OF SHEER DROP TO THE E.  20 FEET
 BA0458'S OF SHEER DROP TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1098 ***********************************************************************
 DN1098  DESIGNATION -  GOBER
 DN1098  PID         -  DN1098
 DN1098  STATE/COUNTY-  TX/FANNIN
 DN1098  USGS QUAD   -  LEONARD (1964)
 DN1098
 DN1098                         *CURRENT SURVEY CONTROL
 DN1098  ___________________________________________________________________
 DN1098* NAD 83(1993)-  33 28 02.80331(N)    096 07 54.07611(W)     ADJUSTED  
 DN1098* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 DN1098  ___________________________________________________________________
 DN1098  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DN1098  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 DN1098
 DN1098  HORZ ORDER  -  SECOND
 DN1098
 DN1098.The horizontal coordinates were established by classical geodetic methods
 DN1098.and adjusted by the National Geodetic Survey in February 1996..
 DN1098
 DN1098.The orthometric height was scaled from a topographic map.
 DN1098
 DN1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1098
 DN1098.The geoid height was determined by GEOID03.
 DN1098
 DN1098;                    North         East     Units Scale Factor Converg.
 DN1098;SPC TXNC     - 2,202,171.597   820,111.025   MT  0.99989887   +1 17 30.0
 DN1098;SPC TXNC     - 7,224,957.98  2,690,647.59   sFT  0.99989887   +1 17 30.0
 DN1098;UTM  14      - 3,706,791.365   766,567.897   MT  1.00047615   +1 34 57.7
 DN1098
 DN1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1098!SPC TXNC     -   0.99996905  x   0.99989887  =   0.99986792
 DN1098!UTM  14      -   0.99996905  x   1.00047615  =   1.00044519
 DN1098
 DN1098|---------------------------------------------------------------------|
 DN1098| PID    Reference Object                     Distance      Geod. Az  |
 DN1098|                                                           dddmmss.s |
 DN1098| CY1971 GOBER RM 1                           18.867 METERS 10235     |
 DN1098| DN1091 WOLFE CITY MUNICIPAL TANK           APPROX.12.2 KM 1510147.9 |
 DN1098| DN1090 WOLFE CITY NE TEX OIL MILL TK       APPROX.11.9 KM 1513436.1 |
 DN1098| DN1096 LEONARD MUNICIPAL TANK              APPROX.13.6 KM 2301903.3 |
 DN1098| CY1972 GOBER RM 2                           19.428 METERS 27203     |
 DN1098| CY1970 GOBER AZ MK                                        2745830.1 |
 DN1098|---------------------------------------------------------------------|
 DN1098
 DN1098                          SUPERSEDED SURVEY CONTROL
 DN1098
 DN1098  NAD 83(1993)-  33 28 02.80518(N)    096 07 54.07339(W) AD(       ) 2
 DN1098  NAD 83(1986)-  33 28 02.81010(N)    096 07 54.06521(W) AD(       ) 2
 DN1098  NAD 27      -  33 28 02.42420(N)    096 07 53.16100(W) AD(       ) 2
 DN1098
 DN1098.Superseded values are not recommended for survey control.
 DN1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1098.See file dsdata.txt to determine how the superseded data were derived.
 DN1098
 DN1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC6656806791(NAD 83)
 DN1098_MARKER: DS = TRIANGULATION STATION DISK
 DN1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1098+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003
 DN1098
 DN1098  HISTORY     - Date     Condition        Report By
 DN1098  HISTORY     - 1957     MONUMENTED       CGS
 DN1098  HISTORY     - 1958     GOOD             CGS
 DN1098  HISTORY     - 19940404 GOOD             USPSQD
 DN1098  HISTORY     - 20020725 GOOD             INDIV
 DN1098  HISTORY     - 20030725 GOOD             INDIV
 DN1098
 DN1098                          STATION DESCRIPTION
 DN1098
 DN1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1098'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF LEONARD,
 DN1098'ABOUT 8 MILES SOUTH-SOUTHEAST OF BONHAM, ABOUT 7 MILES
 DN1098'NORTH-NORTHWEST OF WOLF CITY, ABOUT 3 MILES NORTHEAST OF
 DN1098'BAILEY, ABOUT 2 MILES WEST OF THE VILLAGE OF GOBER, 92 FEET
 DN1098'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 44 FEET SOUTH
 DN1098'OF FARM ROAD NO. 68, 7 FEET NORTH OF A WIRE FENCE AND 6 FEET
 DN1098'NORTH OF A WITNESS POST.  THE MARK IS SET FLUSH WITH THE
 DN1098'SURFACE OF THE GROUND AND IS STAMPED GOBER 1957.
 DN1098'
 DN1098'REFERENCE MARK NO. 1 IS 50 FEET SOUTH OF FARM ROAD NO. 68
 DN1098'AND 2 FEET NORTHEAST OF A FENCE CORNER.  THE MARK IS SET
 DN1098'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED GOBER
 DN1098'NO 1 1957.
 DN1098'
 DN1098'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF FARM ROAD NO. 68 AND
 DN1098'1 FOOT NORTH OF A WIRE FENCE.  THE MARK IS SET FLUSH WITH THE
 DN1098'SURFACE OF THE GROUND AND IS STAMPED GOBER NO 2 1957.
 DN1098'
 DN1098'AZIMUTH MARK IS 31 FEET SOUTH OF FARM ROAD NO. 68 AND 2 FEET EAST
 DN1098'OF A POWERLINE POLE.  THE MARK PROJECTS 6 INCHES ABOVE THE
 DN1098'SURFACE OF THE GROUND AND IS STAMPED GOBER 1957.
 DN1098'
 DN1098'TO REACH THE STATION FROM THE POST OFFICE IN BAILEY, GO NORTH
 DN1098'ON STATE ROAD NO. 78 FOR 2.4 MILES TO THE JUNCTION OF FARM
 DN1098'ROAD NO. 68, TURN RIGHT AND GO EAST ON FARM ROAD NO. 68 FOR
 DN1098'1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 DN1098'CONTINUE EAST ON FARM ROAD NO. 68 FOR 0.3 MILE TO A CROSSROAD,
 DN1098'CONTINUE EAST ON FARM ROAD NO. 68 FOR 0.2 MILE TO THE STATION
 DN1098'ON THE RIGHT AS DESCRIBED.
 DN1098'
 DN1098'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 DN1098
 DN1098                          STATION RECOVERY (1958)
 DN1098
 DN1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1098'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 DN1098'AZIMUTH MARK WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1098'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 DN1098
 DN1098                          STATION RECOVERY (1994)
 DN1098
 DN1098'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1098'RECOVERED IN GOOD CONDITION.
 DN1098
 DN1098                          STATION RECOVERY (2002)
 DN1098
 DN1098'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1098'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 DN1098
 DN1098                          STATION RECOVERY (2003)
 DN1098
 DN1098'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (AP)
 DN1098'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3161 ***********************************************************************
 CS3161  DESIGNATION -  GODLEY
 CS3161  PID         -  CS3161
 CS3161  STATE/COUNTY-  TX/JOHNSON
 CS3161  USGS QUAD   -  CRESSON (1973)
 CS3161
 CS3161                         *CURRENT SURVEY CONTROL
 CS3161  ___________________________________________________________________
 CS3161* NAD 83(1993)-  32 30 21.89632(N)    097 31 39.70878(W)     ADJUSTED  
 CS3161* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 CS3161  ___________________________________________________________________
 CS3161  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 CS3161  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CS3161
 CS3161  HORZ ORDER  -  THIRD
 CS3161
 CS3161.The horizontal coordinates were established by classical geodetic methods
 CS3161.and adjusted by the National Geodetic Survey in February 1996..
 CS3161
 CS3161.The orthometric height was scaled from a topographic map.
 CS3161
 CS3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3161
 CS3161.The geoid height was determined by GEOID03.
 CS3161
 CS3161;                    North         East     Units Scale Factor Converg.
 CS3161;SPC TXNC     - 2,093,506.240   691,358.917   MT  0.99991764   +0 31 49.0
 CS3161;SPC TXNC     - 6,868,445.06  2,268,233.38   sFT  0.99991764   +0 31 49.0
 CS3161;UTM  14      - 3,597,488.397   638,304.103   MT  0.99983587   +0 47 28.8
 CS3161
 CS3161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3161!SPC TXNC     -   0.99995649  x   0.99991764  =   0.99987413
 CS3161!UTM  14      -   0.99995649  x   0.99983587  =   0.99979236
 CS3161
 CS3161:                Primary Azimuth Mark                     Grid Az
 CS3161:SPC TXNC     -  DICKESON                                 054 23 02.0
 CS3161:UTM  14      -  DICKESON                                 054 07 22.2
 CS3161
 CS3161|---------------------------------------------------------------------|
 CS3161| PID    Reference Object                     Distance      Geod. Az  |
 CS3161|                                                           dddmmss.s |
 CS3161| CS2973 DICKESON                            APPROX.14.4 KM 0545451.0 |
 CS3161| CY1976 GODLEY AZ MK                                       1625912.2 |
 CS3161| CY1978 GODLEY RM 2                          18.562 METERS 26823     |
 CS3161| CY1977 GODLEY RM 1                          28.121 METERS 35800     |
 CS3161|---------------------------------------------------------------------|
 CS3161
 CS3161                          SUPERSEDED SURVEY CONTROL
 CS3161
 CS3161  NAD 83(1986)-  32 30 21.90009(N)    097 31 39.68905(W) AD(       ) 3
 CS3161  NAD 27      -  32 30 21.40000(N)    097 31 38.61600(W) AD(       ) 3
 CS3161
 CS3161.Superseded values are not recommended for survey control.
 CS3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3161.See file dsdata.txt to determine how the superseded data were derived.
 CS3161
 CS3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA3830497488(NAD 83)
 CS3161_MARKER: DS = TRIANGULATION STATION DISK
 CS3161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3161
 CS3161  HISTORY     - Date     Condition        Report By
 CS3161  HISTORY     - 1947     MONUMENTED       CGS
 CS3161  HISTORY     - 1953     GOOD             CGS
 CS3161  HISTORY     - 1959     GOOD             USGS
 CS3161  HISTORY     - 1969     GOOD             CGS
 CS3161  HISTORY     - 19940328 GOOD             USPSQD
 CS3161
 CS3161                          STATION DESCRIPTION
 CS3161
 CS3161'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS3161'LOCATED ABOUT 4 MILES NORTH OF GODLEY ON A BARE HILL SOUTH
 CS3161'OF MUSTANG CREEK ON PROPERTY OWNED AND OCCUPIED BY MR. J.C.
 CS3161'PEARSON.  IT IS ON THE SAME HILL AS MR. PEARSONS HOME, 64
 CS3161'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE YARD FENCE AND
 CS3161'ABOUT 40 FEET SOUTH OF THE DRIVEWAY.  THE MARK IS 3 INCHES
 CS3161'BELOW THE SURFACE AND THE DISC IS STAMPED GODLEY 1947.
 CS3161'
 CS3161'REFERENCE MARK NO. 1 IS 92.26 FEET NORTH OF THE STATION, 41.5
 CS3161'FEET EAST OF THE NORTHEAST CORNER OF THE YARD FENCE AND 1/2
 CS3161'FOOT SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES
 CS3161'AND THE DISC IS STAMPED GODLEY NO 1 1947.
 CS3161'
 CS3161'REFERENCE MARK NO. 2 IS 60.90 FEET WEST OF THE STATION, 48 FEET
 CS3161'SOUTH OF THE SOUTHEAST CORNER OF THE YARD FENCE AND 1/2 FOOT
 CS3161'EAST OF A REA CO-OP POWER LINE POLE, NO. 5-81.  THE MARK
 CS3161'PROJECTS 3 INCHES AND THE DISC IS STAMPED GODLEY NO 2 1947.
 CS3161'
 CS3161'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 19 FEET EAST
 CS3161'OF THE APPROX. CENTER LINE OF ROAD, 4 FEET SOUTH OF A WHITE
 CS3161'POST AND IN THE RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 CS3161'6 INCHES AND THE DISC IS STAMPED GODLEY 1947.
 CS3161'
 CS3161'TO REACH FROM THE POST OFFICE IN GODLEY GO NORTHWESTERLY 0.35
 CS3161'MILE TO A T-INTERSECTION OF ROADS, THENCE RIGHT AND FOLLOW
 CS3161'MAIN ROAD NORTHERLY (PASSING TO THE RIGHT AND AROUND GODLEY
 CS3161'SCHOOL) 4.1 MILES TO A PRIVATE ROAD TO THE LEFT.  TURN LEFT,
 CS3161'CROSSING CATTLE GUARD, AND CONTINUE TO THE TOP OF THE HILL
 CS3161'AND THE STATION SITE NEAR MR. PEARSONS HOME.
 CS3161'
 CS3161'AZIMUTH MARK MAY BE REACHED FROM THE CATTLE-GUARD MENTIONED
 CS3161'ABOVE BY GOING SOUTH ON THE MAIN TRAVELED ROAD TO THE AZIMUTH
 CS3161'MARK ON THE RIGHT AS MENTIONED ABOVE.
 CS3161'
 CS3161'A 74 FOOT SIGNAL AT DICKESON 1946 IS V.G.
 CS3161'
 CS3161'A 47 FOOT SIGNAL AT CADDO 1946 IS V.G.
 CS3161'
 CS3161'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CS3161
 CS3161                          STATION RECOVERY (1953)
 CS3161
 CS3161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3161'ALL MARKS AT THIS STATION WERE RECOVERED IN GOOD CONDITION
 CS3161'AS DESCRIBED.
 CS3161
 CS3161                          STATION RECOVERY (1959)
 CS3161
 CS3161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS3161'THE AZIMUTH MARK WAS DESTROYED IN CONSTRUCTION OF ROAD.
 CS3161
 CS3161                          STATION RECOVERY (1969)
 CS3161
 CS3161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS3161'STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3161'IN GOOD CONDITION.  AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 CS3161'THE ORIGINAL DESCRIPTION AND ROUTE PROCEEDING TO STATION
 CS3161'ARE ADEQUATE FOR RECOVERY.
 CS3161'
 CS3161'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 CS3161'MILES NORTH OF GODLEY.
 CS3161
 CS3161                          STATION RECOVERY (1994)
 CS3161
 CS3161'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6622 ***********************************************************************
 AW6622  DESIGNATION -  GODWIN
 AW6622  PID         -  AW6622
 AW6622  STATE/COUNTY-  TX/HARRIS
 AW6622  USGS QUAD   -  BELLAIRE (1995)
 AW6622
 AW6622                         *CURRENT SURVEY CONTROL
 AW6622  ___________________________________________________________________
 AW6622* NAD 83(1993)-  29 40 20.10032(N)    095 28 10.39262(W)     ADJUSTED  
 AW6622* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 AW6622  ___________________________________________________________________
 AW6622  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW6622  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW6622
 AW6622  HORZ ORDER  -  FIRST
 AW6622
 AW6622.The horizontal coordinates were established by classical geodetic methods
 AW6622.and adjusted by the National Geodetic Survey in February 1996..
 AW6622
 AW6622.The orthometric height was scaled from a topographic map.
 AW6622
 AW6622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6622
 AW6622.The geoid height was determined by GEOID03.
 AW6622
 AW6622;                    North         East     Units Scale Factor Converg.
 AW6622;SPC TXSC     - 4,208,958.897   941,660.686   MT  0.99988051   +1 43 46.6
 AW6622;SPC TXSC     -13,808,892.65  3,089,431.77   sFT  0.99988051   +1 43 46.6
 AW6622;UTM  15      - 3,285,019.683   261,000.502   MT  1.00030484   -1 13 23.2
 AW6622
 AW6622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6622!SPC TXSC     -   1.00000146  x   0.99988051  =   0.99988197
 AW6622!UTM  15      -   1.00000146  x   1.00030484  =   1.00030631
 AW6622
 AW6622:                Primary Azimuth Mark                     Grid Az
 AW6622:SPC TXSC     -  GODWIN AZ MK                             066 39 02.8
 AW6622:UTM  15      -  GODWIN AZ MK                             069 36 12.6
 AW6622
 AW6622|---------------------------------------------------------------------|
 AW6622| PID    Reference Object                     Distance      Geod. Az  |
 AW6622|                                                           dddmmss.s |
 AW6622| CV7221 GODWIN AZ MK                                       0682249.4 |
 AW6622| CV7222 GODWIN RM 1                          26.431 METERS 10750     |
 AW6622| CV7223 GODWIN RM 2                          25.794 METERS 23413     |
 AW6622|---------------------------------------------------------------------|
 AW6622
 AW6622                          SUPERSEDED SURVEY CONTROL
 AW6622
 AW6622  NAD 83(1986)-  29 40 20.11437(N)    095 28 10.37389(W) AD(       ) 1
 AW6622  NAD 27      -  29 40 19.28155(N)    095 28 09.58430(W) AD(       ) 1
 AW6622
 AW6622.Superseded values are not recommended for survey control.
 AW6622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6622.See file dsdata.txt to determine how the superseded data were derived.
 AW6622
 AW6622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6100185020(NAD 83)
 AW6622_MARKER: DS = TRIANGULATION STATION DISK
 AW6622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6622_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6622
 AW6622  HISTORY     - Date     Condition        Report By
 AW6622  HISTORY     - 1968     MONUMENTED       CGS
 AW6622  HISTORY     - 1987     GOOD             USPSQD
 AW6622  HISTORY     - 19940105 GOOD             USPSQD
 AW6622  HISTORY     - 20031128 POOR             USPSQD
 AW6622
 AW6622                          STATION DESCRIPTION
 AW6622
 AW6622'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6622'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF GODWIN PARK IN
 AW6622'AN AREA KNOWN AS MEYERLAND, ABOUT 8-1/2 MILES SOUTHWEST OF THE
 AW6622'CENTER OF HOUSTON AND 2 MILES SOUTH OF BELLAIRE.
 AW6622'
 AW6622'THE STATION MARK IS A STANDARD DISK STAMPED GODWIN 1968, SET IN THE
 AW6622'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6622'GROUND.  IT IS 111 FEET NORTHEAST OF POWER LINE POLE NO. 9999 WHICH
 AW6622'HAS 3 TRANSFORMERS, 74 FEET NORTH OF AN 8-INCH TREE AND 70.5 FEET
 AW6622'WEST OF A FLOODLIGHT POLE AT THE END OF A CHAIN LINK FENCE.
 AW6622'
 AW6622'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GODWIN NO 1 1968,
 AW6622'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 51 FEET
 AW6622'NORTH-NORTHWEST OF A FLOODLIGHT POLE, 28 FEET SOUTH-SOUTHEAST OF
 AW6622'THE FLOODLIGHT POLE AT THE END OF THE CHAIN LINK FENCE, 6 FEET
 AW6622'SOUTHWEST OF THE CHAIN LINK FENCE AND 0.7 OF A FOOT NORTHEAST OF
 AW6622'THE WESTERN EDGE OF THE SIDEWALK.
 AW6622'
 AW6622'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GODWIN NO 2 1968, SET
 AW6622'IN THE TOP OF A 12-INCH CYLINDRICAL COCRETE MONUMENT FLUSH WITH
 AW6622'THE GROUND.  IT IS 57.4 FEET NORTH OF A METAL STREET LAMP POLE, 49
 AW6622'FEET NORTHEAST OF THE CENTER OF BALMFORTH STREET, 36.6 FEET
 AW6622'EAST-SOUTHEAST OF A POWER LINE POLE GUY CABLE AND 27 FEET
 AW6622'NORTHEAST OF POWER LINE POLE NO. 9999 WHICH HAS 3 TRANSFORMERS.
 AW6622'
 AW6622'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GODWIN 1968, CEMENTED IN
 AW6622'A DRILL HOLE IN THE WEST CORNER OF A CONCRETE STORM DRAIN WHICH
 AW6622'PROJECTS 8 INCHES ABOVE THE ROAD SURFACE.  IT IS 50.6 FEET WEST
 AW6622'OF THE WEST CORNER OF HOUSE NO. 4991, 36 FEET SOUTHEAST OF THE
 AW6622'CENTER OF THE INTERSECTION OF RUNNYMEADE AND DUMFRIES STREETS AND 14
 AW6622'FEET EAST-NORTHEAST OF THE CENTER OF RUNNYMEADE STREET.
 AW6622'
 AW6622'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON BALMFORTH
 AW6622'STREET FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 AW6622'NORTHEAST ON DUMFRIES STREET FOR 0.2 MILE TO THE MARK IN THE EAST
 AW6622'ANGLE OF THE INTERSECTION OF DUMFRIES AND RUNNYMEADE STREETS.
 AW6622'
 AW6622'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AW6622
 AW6622                          STATION RECOVERY (1987)
 AW6622
 AW6622'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6622'RECOVERED IN GOOD CONDITION.
 AW6622
 AW6622                          STATION RECOVERY (1994)
 AW6622
 AW6622'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6622'RECOVERED IN GOOD CONDITION.
 AW6622
 AW6622                          STATION RECOVERY (2003)
 AW6622
 AW6622'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW6622'CONCRETE MONUMENT FOUND BUT STATION DISK IS MISSING. REF MARK 1 FOUND
 AW6622'INTACT. REF MARK 2 NOT FOUND. AZIMUTH MARK FOUND INTACT. UTILITY POLE
 AW6622'9999 INTACT. 8 INCH TREE NOW 12 INCHES.  FLOODLIGHT POLE AT END OF
 AW6622'CHAINLINK FENCE IS GONE. CHAINLINK FENCE, FLOODLIGHT POLE ON STREET,
 AW6622'POWERLINE POLE GUY CABLE ALL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0814 ***********************************************************************
 CT0814  DESIGNATION -  GOLD
 CT0814  PID         -  CT0814
 CT0814  STATE/COUNTY-  TX/COLEMAN
 CT0814  USGS QUAD   -  GOLDSBORO (1967)
 CT0814
 CT0814                         *CURRENT SURVEY CONTROL
 CT0814  ___________________________________________________________________
 CT0814* NAD 83(1993)-  32 03 28.96587(N)    099 41 04.76003(W)     ADJUSTED  
 CT0814* NAVD 88     -       610.324  (meters)    2002.37   (feet)  ADJUSTED  
 CT0814  ___________________________________________________________________
 CT0814  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 CT0814  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CT0814  DYNAMIC HT  -         609.523 (meters)    1999.74  (feet)  COMP
 CT0814  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 CT0814
 CT0814  HORZ ORDER  -  SECOND
 CT0814  VERT ORDER  -  FIRST     CLASS II
 CT0814
 CT0814.The horizontal coordinates were established by classical geodetic methods
 CT0814.and adjusted by the National Geodetic Survey in February 1996..
 CT0814
 CT0814.The orthometric height was determined by differential leveling
 CT0814.and adjusted by the National Geodetic Survey in June 1991..
 CT0814
 CT0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0814
 CT0814.The geoid height was determined by GEOID03.
 CT0814
 CT0814.The dynamic height is computed by dividing the NAVD 88
 CT0814.geopotential number by the normal gravity value computed on the
 CT0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0814.degrees latitude (g = 980.6199 gals.).
 CT0814
 CT0814.The modeled gravity was interpolated from observed gravity values.
 CT0814
 CT0814;                    North         East     Units Scale Factor Converg.
 CT0814;SPC TX C     - 3,265,292.645   761,259.767   MT  1.00005161   +0 20 02.8
 CT0814;SPC TX C     -10,712,880.95  2,497,566.42   sFT  1.00005161   +0 20 02.8
 CT0814;SPC TXNC     - 2,044,032.464   488,128.698   MT  1.00002170   -0 38 46.0
 CT0814;SPC TXNC     - 6,706,129.84  1,601,468.90   sFT  1.00002170   -0 38 46.0
 CT0814;UTM  14      - 3,547,074.655   435,370.721   MT  0.99965151   -0 21 48.3
 CT0814
 CT0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0814!SPC TX C     -   0.99990828  x   1.00005161  =   0.99995988
 CT0814!SPC TXNC     -   0.99990828  x   1.00002170  =   0.99992998
 CT0814!UTM  14      -   0.99990828  x   0.99965151  =   0.99955982
 CT0814
 CT0814|---------------------------------------------------------------------|
 CT0814| PID    Reference Object                     Distance      Geod. Az  |
 CT0814|                                                           dddmmss.s |
 CT0814| CT0815 GOLD RM 1                            21.988 METERS 02908     |
 CT0814| CT0816 GOLD RM 2                            30.785 METERS 10809     |
 CT0814| CT0812 GOLD AZ MK                                         1261229.4 |
 CT0814| CT1127 RUNNELS GAS PROD COR MICROWAVE      APPROX. 9.4 KM 2301628.4 |
 CT0814| CT1124 LAWN MUNICIPAL TANK                 APPROX.10.2 KM 3254522.2 |
 CT0814| CT1126 TUSCOLA MUNICIPAL TANK              APPROX.19.9 KM 3280828.2 |
 CT0814|---------------------------------------------------------------------|
 CT0814
 CT0814                          SUPERSEDED SURVEY CONTROL
 CT0814
 CT0814  NAD 83(1986)-  32 03 28.97298(N)    099 41 04.74668(W) AD(       ) 2
 CT0814  NAD 27      -  32 03 28.46220(N)    099 41 03.46680(W) AD(       ) 2
 CT0814
 CT0814.Superseded values are not recommended for survey control.
 CT0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0814.See file dsdata.txt to determine how the superseded data were derived.
 CT0814
 CT0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3537147075(NAD 83)
 CT0814_MARKER: DS = TRIANGULATION STATION DISK
 CT0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0814_SP_SET: CONCRETE POST
 CT0814_STAMPING: GOLD 1961
 CT0814_MARK LOGO: CGS   
 CT0814_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0814+STABILITY: SURFACE MOTION
 CT0814
 CT0814  HISTORY     - Date     Condition        Report By
 CT0814  HISTORY     - 1961     MONUMENTED       CGS
 CT0814  HISTORY     - 1961     GOOD             CGS
 CT0814  HISTORY     - 1982     GOOD             NGS
 CT0814  HISTORY     - 1982     GOOD             NGS
 CT0814
 CT0814                          STATION DESCRIPTION
 CT0814
 CT0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT0814'THE STATION IS APPROXIMATELY 1/4 MILE WEST OF U.S. HIGHWAY 84
 CT0814'AT THE SMALL SETTLEMENT OF GOLDSBORO, ON PROPERTY OWNED BY
 CT0814'MR. ESTLE C. SINGLETON.
 CT0814'
 CT0814'TO REACH THE STATION FROM THE POST OFFICE IN GOLDSBORO, GO
 CT0814'NORTHERLY 0.05 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT, WEST,
 CT0814'ON A GRAVEL ROAD 0.15 MILE TO A CROSSROAD.  TURN LEFT, SOUTH ON A
 CT0814'GRAVEL ROAD 0.15 MILE TO THE STATION ON THE LEFT.
 CT0814'
 CT0814'STATION MARKS ARE STANDARD DISKS STAMPED GOLD 1961, THE SURFACE
 CT0814'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CT0814'IT IS 100 FEET SOUTH OF A POWER POLE, 135 FEET SOUTH OF THE
 CT0814'SOUTHWEST CORNER OF AN OLD HOUSE, 46 FEET EAST OF THE CENTER OF
 CT0814'THE GRAVEL ROAD AND 3 FEET WEST OF A METAL WITNESS POST.  THE
 CT0814'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 38
 CT0814'INCHES BELOW THE SURFACE OF THE GROUND.
 CT0814'
 CT0814'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GOLD NO 1 1961,
 CT0814'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CT0814'IT IS 79 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 63 FEET
 CT0814'SOUTH OF THE SOUTHWEST CORNER OF THE OLD HOUSE AND 34 FEET
 CT0814'SOUTHEAST OF THE POWER POLE.
 CT0814'
 CT0814'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GOLD NO 2 1961,
 CT0814'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 CT0814'IS 147 FEET SOUTHEAST OF THE POWER POLE AND 147 FEET EAST OF THE
 CT0814'CENTER OF THE GRAVEL ROAD.
 CT0814'
 CT0814'AZIMUTH MARK, A STANDARD DISK STAMPED GOLD 1961, IS SET IN
 CT0814'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 99
 CT0814'FEET SOUTHWEST OF THE CENTER OF HIGHWAY 84, 44.5 FEET NORTHEAST
 CT0814'OF THE NORTHEAST RAILROAD TRACK, 5.5 FEET NORTHWEST OF A
 CT0814'TELEPHONE POLE AND 2 FEET WEST OF A METAL WITNESS POST.
 CT0814'
 CT0814'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN GOLDSBORO,
 CT0814'GO SOUTHERLY ON HIGHWAY 84 FOR 0.5 MILE TO THE AZIMUTH MARK ON
 CT0814'THE RIGHT.
 CT0814'
 CT0814'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CT0814'
 CT0814'SEVERAL HOURS CLEARING REQUIRED TO SEE THE AZIMUTH MARK.
 CT0814'
 CT0814'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CT0814
 CT0814                          STATION RECOVERY (1961)
 CT0814
 CT0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT0814'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 CT0814'GOOD CONDITION.  THE TO REACH FOR THE STATION AND THE AZIMUTH
 CT0814'MARK IS ADEQUATE.  THE DIRECTIONS AND MEASUREMENTS WERE CHECKED
 CT0814'IN THE FIELD AND FOUND ACCURATE.
 CT0814
 CT0814                          STATION RECOVERY (1982)
 CT0814
 CT0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CT0814'THE STATION, REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK WERE
 CT0814'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961, EXCEPT DELETE THE
 CT0814'MEASUREMENT FROM THE OLD HOUSE.
 CT0814
 CT0814                          STATION RECOVERY (1982)
 CT0814
 CT0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0814'10.7 KM (6.65 MI) SE FROM LAWN.
 CT0814'10.1 KM (6.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0814'JUNCTION WITH FARM ROAD 604 IN LAWN, THENCE 0.3 KM (0.2 MI) WESTERLY
 CT0814'ALONG A GRAVELED ROAD, THENCE 0.3 KM (0.2 MI) SOUTHERLY ALONG A
 CT0814'GRAVELED ROAD, 30.5 METERS (100.1 FT) SOUTH OF A UTILITY POLE, 14.2
 CT0814'METERS (46.6 FT) EAST OF THE CENTER OF THE ROAD, 10.6 METERS (34.8 FT)
 CT0814'SOUTHEAST OF A FENCE CORNER AND 4.5 METERS (14.8 FT) EAST OF A FENCE.
 CT0814'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 CT0814'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1366 ***********************************************************************
 AJ1366  DESIGNATION -  GOLD
 AJ1366  PID         -  AJ1366
 AJ1366  STATE/COUNTY-  TX/WEBB
 AJ1366  USGS QUAD   -  SHIPP RANCH (1980)
 AJ1366
 AJ1366                         *CURRENT SURVEY CONTROL
 AJ1366  ___________________________________________________________________
 AJ1366* NAD 83(1993)-  27 36 05.12633(N)    099 03 35.61873(W)     ADJUSTED  
 AJ1366* NAVD 88     -       190.1    (meters)     624.     (feet)  VERTCON   
 AJ1366  ___________________________________________________________________
 AJ1366  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AJ1366  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AJ1366
 AJ1366  HORZ ORDER  -  FIRST
 AJ1366
 AJ1366.The horizontal coordinates were established by classical geodetic methods
 AJ1366.and adjusted by the National Geodetic Survey in February 1996..
 AJ1366
 AJ1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1366
 AJ1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1366
 AJ1366.The geoid height was determined by GEOID03.
 AJ1366
 AJ1366;                    North         East     Units Scale Factor Converg.
 AJ1366;SPC TX S     - 5,214,481.477   244,729.440   MT  0.99994950   -0 15 15.1
 AJ1366;SPC TX S     -17,107,844.65    802,916.50   sFT  0.99994950   -0 15 15.1
 AJ1366;UTM  14      - 3,053,052.771   494,089.535   MT  0.99960043   -0 01 39.9
 AJ1366
 AJ1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1366!SPC TX S     -   0.99997402  x   0.99994950  =   0.99992352
 AJ1366!UTM  14      -   0.99997402  x   0.99960043  =   0.99957446
 AJ1366
 AJ1366:                Primary Azimuth Mark                     Grid Az
 AJ1366:SPC TX S     -  OILTON TV STA KZTV KVTV MAST             134 37 34.9
 AJ1366:UTM  14      -  OILTON TV STA KZTV KVTV MAST             134 23 59.7
 AJ1366
 AJ1366|---------------------------------------------------------------------|
 AJ1366| PID    Reference Object                     Distance      Geod. Az  |
 AJ1366|                                                           dddmmss.s |
 AJ1366| AJ1354 OILTON TV STA KZTV KVTV MAST        APPROX.13.3 KM 1342219.8 |
 AJ1366| AJ1356 OILTON HOUSTON PIPELINE MAST        APPROX.12.4 KM 1354915.3 |
 AJ1366| CV3228 GOLD RM 3                                          1780609.1 |
 AJ1366| CV3226 GOLD RM 1                            10.311 METERS 19119     |
 AJ1366| CV3227 GOLD RM 2                            10.369 METERS 34702     |
 AJ1366|---------------------------------------------------------------------|
 AJ1366
 AJ1366                          SUPERSEDED SURVEY CONTROL
 AJ1366
 AJ1366  NAD 83(1986)-  27 36 05.12757(N)    099 03 35.59349(W) AD(       ) 1
 AJ1366  NAD 27      -  27 36 04.05482(N)    099 03 34.47723(W) AD(       ) 1
 AJ1366  NGVD 29 (07/19/86)  190.1    (m)          624.     (f) VERT ANG       
 AJ1366
 AJ1366.Superseded values are not recommended for survey control.
 AJ1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1366.See file dsdata.txt to determine how the superseded data were derived.
 AJ1366
 AJ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR9409053053(NAD 83)
 AJ1366_MARKER: DS = TRIANGULATION STATION DISK
 AJ1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1366_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1366
 AJ1366  HISTORY     - Date     Condition        Report By
 AJ1366  HISTORY     - 1974     MONUMENTED       NGS
 AJ1366
 AJ1366                          STATION DESCRIPTION
 AJ1366
 AJ1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1366'THE STATION IS ABOUT 10 MILES NORTH AND 2 MILES EAST OF AGUILARES,
 AJ1366'5 MILES WEST AND 9 MILES NORTH OF OILTON, ABOUT 0.2 MILE SOUTH OF
 AJ1366'THE SUMMIT OF A HILL AND ON THE WEST RIGHT OF WAY OF FARM ROAD 2895.
 AJ1366'
 AJ1366'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 359 AND FARM
 AJ1366'ROAD 2895 ABOUT 1/2 MILE NORTH OF AGUILARES, GO NORTH ON ROAD 2895
 AJ1366'FOR 6.9 MILES TO TRIANGULATION STATION LOMA ON THE LEFT AT THE SUMMIT
 AJ1366'OF A HILL.  CONTINUE NORTH ON THE ROAD FOR 2.4 MILES TO TWO CONCRETE
 AJ1366'CULVERTS AND REFERENCE MARK 3 ON THE RIGHT IN THE SOUTH END OF
 AJ1366'THE MOST NORTHERLY ONE OF THE TWO.  CONTINUE NORTH ON THE ROAD
 AJ1366'FOR 0.7 MILE TO THE STATION ON THE LEFT.
 AJ1366'
 AJ1366'STATION MARKS ARE STANDARD DISKS, STAMPED GOLD 1974.  SURFACE DISK IS
 AJ1366'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 10
 AJ1366'INCHES BELOW THE GROUND SURFACE.  IT IS 178.5 FEET NORTHWEST OF A
 AJ1366'POWERLINE POLE THAT IS NOT NUMBERED, 52.5 FEET WEST OF THE CENTER
 AJ1366'OF THE ROAD AND 8 FEET EAST OF A NORTH-SOUTH FENCE.  THE
 AJ1366'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 AJ1366'INCHES BELOW THE GROUND.
 AJ1366'
 AJ1366'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOLD NO 1 1974, SET IN
 AJ1366'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 AJ1366'INCHES ABOVE THE GROUND.  IT IS 153 FEET NORTHWEST OF THE POWER
 AJ1366'LINE POLE, 59.5 FEET WEST OF THE ROAD, 1 FOOT EAST OF THE FENCE AND
 AJ1366'ABOUT 1 FOOT HIGHER THAN THE STATION.
 AJ1366'
 AJ1366'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOLD NO 2 1974, SET IN
 AJ1366'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AJ1366'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 59.5 FEET WEST OF THE
 AJ1366'CENTER OF THE ROAD, 1.7 FEET SOUTH OF A WITNESS POST AND 0.9 FEET
 AJ1366'EAST OF THE FENCE.  IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 AJ1366'
 AJ1366'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GOLD NO 3 1974, CEMENTED
 AJ1366'IN A DRILL HOLE AT THE SOUTH END OF THE CULVERT.  IT IS 22.0 FEET
 AJ1366'EAST OF THE CENTER OF THE ROAD AND 2.3 FEET NORTH OF THE WITNESS
 AJ1366'POST.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AJ1366'
 AJ1366'NEAREST TOWN--AGUILARES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1009 ***********************************************************************
 CA1009  DESIGNATION -  GOLD
 CA1009  PID         -  CA1009
 CA1009  STATE/COUNTY-  TX/MILLS
 CA1009  USGS QUAD   -  GOLDTHWAITE (1980)
 CA1009
 CA1009                         *CURRENT SURVEY CONTROL
 CA1009  ___________________________________________________________________
 CA1009* NAD 83(1993)-  31 29 14.59018(N)    098 36 03.34600(W)     ADJUSTED  
 CA1009* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 CA1009  ___________________________________________________________________
 CA1009  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 CA1009  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CA1009
 CA1009  HORZ ORDER  -  THIRD
 CA1009
 CA1009.The horizontal coordinates were established by classical geodetic methods
 CA1009.and adjusted by the National Geodetic Survey in February 1996..
 CA1009
 CA1009.The orthometric height was scaled from a topographic map.
 CA1009
 CA1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1009
 CA1009.The geoid height was determined by GEOID03.
 CA1009
 CA1009;                    North         East     Units Scale Factor Converg.
 CA1009;SPC TX C     - 3,203,120.733   864,584.267   MT  0.99991760   +0 53 32.2
 CA1009;SPC TX C     -10,508,905.27  2,836,556.88   sFT  0.99991760   +0 53 32.2
 CA1009;UTM  14      - 3,483,687.553   537,902.691   MT  0.99961772   +0 12 30.4
 CA1009
 CA1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1009!SPC TX C     -   0.99992879  x   0.99991760  =   0.99984640
 CA1009!UTM  14      -   0.99992879  x   0.99961772  =   0.99954654
 CA1009
 CA1009:                Primary Azimuth Mark                     Grid Az
 CA1009:SPC TX C     -  BETHEL                                   232 53 46.7
 CA1009:UTM  14      -  BETHEL                                   233 34 48.5
 CA1009
 CA1009|---------------------------------------------------------------------|
 CA1009| PID    Reference Object                     Distance      Geod. Az  |
 CA1009|                                                           dddmmss.s |
 CA1009| CA1020 BETHEL                              APPROX.26.9 KM 2334718.9 |
 CA1009|---------------------------------------------------------------------|
 CA1009
 CA1009                          SUPERSEDED SURVEY CONTROL
 CA1009
 CA1009  NAD 83(1986)-  31 29 14.60127(N)    098 36 03.33066(W) AD(       ) 3
 CA1009  NAD 27      -  31 29 14.01719(N)    098 36 02.18462(W) AD(       ) 3
 CA1009
 CA1009.Superseded values are not recommended for survey control.
 CA1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1009.See file dsdata.txt to determine how the superseded data were derived.
 CA1009
 CA1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV3790383688(NAD 83)
 CA1009_MARKER: DD = SURVEY DISK
 CA1009_SETTING: 80 = SET IN A BOULDER
 CA1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1009+STABILITY: SURFACE MOTION
 CA1009
 CA1009  HISTORY     - Date     Condition        Report By
 CA1009  HISTORY     - 1947     MONUMENTED       USGS
 CA1009
 CA1009                          STATION DESCRIPTION
 CA1009
 CA1009'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CA1009'USGS TRIANGULATION STATION --GOLD 1947--, GOLDTHWAITE, ABOUT 3.0 MI.
 CA1009'N. AND 3.0 MI. W. OF, ON HIGH SANDY RIDGE, IN FIELD, SET IN BOULDER
 CA1009'14 IN. BELOW GROUND, STANDARD TABLET STAMPED ---GOLD 1947---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1107 ***********************************************************************
 CU1107  DESIGNATION -  GOLD
 CU1107  PID         -  CU1107
 CU1107  STATE/COUNTY-  TX/HOWARD
 CU1107  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU1107
 CU1107                         *CURRENT SURVEY CONTROL
 CU1107  ___________________________________________________________________
 CU1107* NAD 83(1993)-  32 16 08.32063(N)    101 23 19.75244(W)     ADJUSTED  
 CU1107* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 CU1107  ___________________________________________________________________
 CU1107  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 CU1107  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CU1107
 CU1107  HORZ ORDER  -  SECOND
 CU1107
 CU1107.The horizontal coordinates were established by classical geodetic methods
 CU1107.and adjusted by the National Geodetic Survey in February 1996..
 CU1107
 CU1107.The orthometric height was scaled from a topographic map.
 CU1107
 CU1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1107
 CU1107.The geoid height was determined by GEOID03.
 CU1107
 CU1107;                    North         East     Units Scale Factor Converg.
 CU1107;SPC TXNC     - 2,070,533.494   327,869.991   MT  0.99996519   -1 34 32.0
 CU1107;SPC TXNC     - 6,793,075.30  1,075,686.80   sFT  0.99996519   -1 34 32.0
 CU1107;UTM  14      - 3,572,755.636   274,996.127   MT  1.00022436   -1 16 33.3
 CU1107
 CU1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1107!SPC TXNC     -   0.99988670  x   0.99996519  =   0.99985190
 CU1107!UTM  14      -   0.99988670  x   1.00022436  =   1.00011104
 CU1107
 CU1107|---------------------------------------------------------------------|
 CU1107| PID    Reference Object                     Distance      Geod. Az  |
 CU1107|                                                           dddmmss.s |
 CU1107| CH9448 GOLD RM 1                            16.170 METERS 08444     |
 CU1107| CH9449 GOLD RM 2                            16.060 METERS 17629     |
 CU1107| CU1094 BIG SPRINGS TCA TV MICROWAVE        APPROX. 7.2 KM 2224615.3 |
 CU1107| CU1095 BIG SPRINGS TEX ELEC SERV MAST      APPROX. 8.4 KM 2321948.4 |
 CU1107| CU1096 BIG SPRINGS VA HOSP TANK            APPROX. 9.2 KM 2425434.4 |
 CU1107| CU1110 BIG SPRINGS TV STA KWAB MAST        APPROX. 5.6 KM 2524855.6 |
 CU1107| CH9447 GOLD AZ MK                                         2634916.1 |
 CU1107|---------------------------------------------------------------------|
 CU1107
 CU1107                          SUPERSEDED SURVEY CONTROL
 CU1107
 CU1107  NAD 83(1986)-  32 16 08.32612(N)    101 23 19.74437(W) AD(       ) 2
 CU1107  NAD 27      -  32 16 07.89398(N)    101 23 18.30041(W) AD(       ) 2
 CU1107
 CU1107.Superseded values are not recommended for survey control.
 CU1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1107.See file dsdata.txt to determine how the superseded data were derived.
 CU1107
 CU1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA7499672756(NAD 83)
 CU1107_MARKER: DS = TRIANGULATION STATION DISK
 CU1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1107_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1107
 CU1107  HISTORY     - Date     Condition        Report By
 CU1107  HISTORY     - 1968     MONUMENTED       CGS
 CU1107
 CU1107                          STATION DESCRIPTION
 CU1107
 CU1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1107'STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF COAHOMA, 5 MILES
 CU1107'EAST-NORTHEAST OF BIG SPRING, ON THE NORTH SIDE OF INTERSTATE
 CU1107'HIGHWAY 20, ON THE NORTH SIDE OF THE FRONTAGE ROAD.
 CU1107'
 CU1107'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND FARM
 CU1107'ROAD 820 IN COAHOMA, GO WEST ON THE FRONTAGE ROAD ALONG THE NORTH
 CU1107'SIDE OF INTERSTATE 20 FOR 5.2 MILES TO A SIGN DESERT SANDS MOTEL
 CU1107'ON THE RIGHT AND THE STATION.
 CU1107'
 CU1107'STATION MARK, A STANDARD DISK, STAMPED GOLD 1968, SET IN THE TOP OF
 CU1107'A 12 INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 CU1107'SURFACE.  IT IS 34 FEET NORTH OF THE PAINTED CENTER LINE OF THE
 CU1107'FRONTAGE ROAD, 11.5 FEET SOUTH OF A POWER LINE POLE, 3 FEET
 CU1107'SOUTHWEST OF A METAL WITNESS POST.
 CU1107'
 CU1107'REFERENCE MARK 1, A STANDARD DISK, STAMPED GOLD NO 1 1968, SET IN
 CU1107'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 CU1107'THE GROUND SURFACE.  IT IS 51.2 FEET EAST OF A METAL WITNESS POST,
 CU1107'54 FEET EAST OF A POWER LINE POLE, 34 FEET NORTH OF THE PAINTED
 CU1107'CENTER LINE OF THE FRONTAGE ROAD.
 CU1107'
 CU1107'REFERENCE MARK 2, A STANDARD DISK STAMPED GOLD NO 2 1968, SET IN
 CU1107'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CU1107'GROUND SURFACE.  IT IS 53 SOUTH OF A METAL WITNESS POST, 41 FEET
 CU1107'NORTH OF THE PAINTED CENTER LINE OF THE WEST BOUND LANE OF
 CU1107'INTERSTATE 20, 19 FEET SOUTH OF THE PAINTED CENTER LINE OF THE
 CU1107'FRONTAGE ROAD.
 CU1107'
 CU1107'AZIMUTH MARK, A STANDARD DISK, STAMPED GOLD 1968, CEMENTED IN A
 CU1107'DRILL HOLE SET IN THE HEADWALL OF A CONCRETE CULVERT ON THE NORTH
 CU1107'SIDE OF INTERSTATE 20.  IT IS 37 FEET NORTH OF THE PAINTED CENTER
 CU1107'LINE OF THE WEST BOUND LANE INTERSTATE 20, 23.8 FEET SOUTH OF THE
 CU1107'PAINTED CENTER LINE OF THE FRONTAGE ROAD, 21.7 FEET EAST OF A
 CU1107'YIELD SIGN BETWEEN THE FRONTAGE ROAD AND INTERSTATE HIGHWAY 20 ON
 CU1107'THE NORTH SIDE OF THE ROADS.
 CU1107'
 CU1107'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0812 ***********************************************************************
 CT0812  DESIGNATION -  GOLD AZ MK
 CT0812  PID         -  CT0812
 CT0812  STATE/COUNTY-  TX/COLEMAN
 CT0812  USGS QUAD   -  GOLDSBORO (1967)
 CT0812
 CT0812                         *CURRENT SURVEY CONTROL
 CT0812  ___________________________________________________________________
 CT0812* NAD 83(1986)-  32 03 16.     (N)    099 40 42.     (W)     SCALED    
 CT0812* NAVD 88     -       591.376  (meters)    1940.21   (feet)  ADJUSTED  
 CT0812  ___________________________________________________________________
 CT0812  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CT0812  DYNAMIC HT  -         590.599 (meters)    1937.66  (feet)  COMP
 CT0812  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 CT0812
 CT0812  VERT ORDER  -  FIRST     CLASS II
 CT0812
 CT0812.The horizontal coordinates were scaled from a topographic map and have
 CT0812.an estimated accuracy of +/- 6 seconds.
 CT0812
 CT0812.The orthometric height was determined by differential leveling
 CT0812.and adjusted by the National Geodetic Survey in June 1991..
 CT0812
 CT0812.The geoid height was determined by GEOID03.
 CT0812
 CT0812.The dynamic height is computed by dividing the NAVD 88
 CT0812.geopotential number by the normal gravity value computed on the
 CT0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0812.degrees latitude (g = 980.6199 gals.).
 CT0812
 CT0812.The modeled gravity was interpolated from observed gravity values.
 CT0812
 CT0812;                    North         East    Units  Estimated Accuracy
 CT0812;SPC TX C     - 3,264,900.      761,860.      MT  (+/- 180 meters Scaled)
 CT0812
 CT0812                          SUPERSEDED SURVEY CONTROL
 CT0812
 CT0812.No superseded survey control is available for this station.
 CT0812
 CT0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA359466(NAD 83)
 CT0812_MARKER: DZ = AZIMUTH MARK DISK
 CT0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0812_SP_SET: CONCRETE POST
 CT0812_STAMPING: GOLD 1961
 CT0812_MARK LOGO: CGS   
 CT0812_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0812+STABILITY: SURFACE MOTION
 CT0812
 CT0812  HISTORY     - Date     Condition        Report By
 CT0812  HISTORY     - 1961     MONUMENTED       CGS
 CT0812  HISTORY     - 1982     GOOD             NGS
 CT0812
 CT0812                          STATION DESCRIPTION
 CT0812
 CT0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0812'10.9 KM (6.75 MI) SE FROM LAWN.
 CT0812'10.9 KM (6.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0812'JUNCTION WITH FARM ROAD 604 IN LAWN, 0.8 KM (0.5 MI) SOUTHEAST OF A
 CT0812'GRAVELED ROAD LEADING WEST TO GOLDSBORO, 30.2 METERS (99.1 FT)
 CT0812'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.6 METERS (44.6 FT)
 CT0812'EAST-NORTHEAST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 CT0812'RAILROAD AND 1.7 METERS (5.6 FT) NORTH-NORTHWEST OF A UTILITY POLE
 CT0812'WITH THREE GUY WIRES.
 CT0812'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CT0812'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0815 ***********************************************************************
 CT0815  DESIGNATION -  GOLD RM 1
 CT0815  PID         -  CT0815
 CT0815  STATE/COUNTY-  TX/COLEMAN
 CT0815  USGS QUAD   -  GOLDSBORO (1967)
 CT0815
 CT0815                         *CURRENT SURVEY CONTROL
 CT0815  ___________________________________________________________________
 CT0815* NAD 83(1986)-  32 03 30.     (N)    099 41 04.     (W)     SCALED    
 CT0815* NAVD 88     -       610.089  (meters)    2001.60   (feet)  ADJUSTED  
 CT0815  ___________________________________________________________________
 CT0815  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CT0815  DYNAMIC HT  -         609.288 (meters)    1998.97  (feet)  COMP
 CT0815  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 CT0815
 CT0815  VERT ORDER  -  FIRST     CLASS II
 CT0815
 CT0815.The horizontal coordinates were scaled from a topographic map and have
 CT0815.an estimated accuracy of +/- 6 seconds.
 CT0815
 CT0815.The orthometric height was determined by differential leveling
 CT0815.and adjusted by the National Geodetic Survey in June 1991..
 CT0815
 CT0815.The geoid height was determined by GEOID03.
 CT0815
 CT0815.The dynamic height is computed by dividing the NAVD 88
 CT0815.geopotential number by the normal gravity value computed on the
 CT0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0815.degrees latitude (g = 980.6199 gals.).
 CT0815
 CT0815.The modeled gravity was interpolated from observed gravity values.
 CT0815
 CT0815;                    North         East    Units  Estimated Accuracy
 CT0815;SPC TX C     - 3,265,330.      761,280.      MT  (+/- 180 meters Scaled)
 CT0815
 CT0815                          SUPERSEDED SURVEY CONTROL
 CT0815
 CT0815.No superseded survey control is available for this station.
 CT0815
 CT0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA353471(NAD 83)
 CT0815_MARKER: DR = REFERENCE MARK DISK
 CT0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0815_SP_SET: CONCRETE POST
 CT0815_STAMPING: GOLD NO 1 1961
 CT0815_MARK LOGO: CGS   
 CT0815_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0815+STABILITY: SURFACE MOTION
 CT0815
 CT0815  HISTORY     - Date     Condition        Report By
 CT0815  HISTORY     - 1961     MONUMENTED       CGS
 CT0815  HISTORY     - 1982     GOOD             NGS
 CT0815
 CT0815                          STATION DESCRIPTION
 CT0815
 CT0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0815'10.7 KM (6.65 MI) SE FROM LAWN.
 CT0815'10.1 KM (6.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0815'JUNCTION WITH FARM ROAD 604 IN LAWN, THENCE 0.3 KM (0.2 MI) WESTERLY
 CT0815'ALONG A GRAVELED ROAD, THENCE 0.3 KM (0.2 MI) SOUTHERLY ALONG A
 CT0815'GRAVELED ROAD, 24.1 METERS (79.1 FT) EAST OF THE CENTER OF THE ROAD,
 CT0815'22.0 METERS (72.2 FT) NORTHEAST OF THE STATION MARK, 10.4 METERS (34.1
 CT0815'FT) SOUTHEAST OF A UTILITY POLE AND 2.7 METERS (8.9 FT) NORTH OF THE
 CT0815'CENTER OF A FIELD ROAD.
 CT0815'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0816 ***********************************************************************
 CT0816  DESIGNATION -  GOLD RM 2
 CT0816  PID         -  CT0816
 CT0816  STATE/COUNTY-  TX/COLEMAN
 CT0816  USGS QUAD   -  GOLDSBORO (1967)
 CT0816
 CT0816                         *CURRENT SURVEY CONTROL
 CT0816  ___________________________________________________________________
 CT0816* NAD 83(1986)-  32 03 29.     (N)    099 41 03.     (W)     SCALED    
 CT0816* NAVD 88     -       608.500  (meters)    1996.39   (feet)  ADJUSTED  
 CT0816  ___________________________________________________________________
 CT0816  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CT0816  DYNAMIC HT  -         607.701 (meters)    1993.77  (feet)  COMP
 CT0816  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 CT0816
 CT0816  VERT ORDER  -  FIRST     CLASS II
 CT0816
 CT0816.The horizontal coordinates were scaled from a topographic map and have
 CT0816.an estimated accuracy of +/- 6 seconds.
 CT0816
 CT0816.The orthometric height was determined by differential leveling
 CT0816.and adjusted by the National Geodetic Survey in June 1991..
 CT0816
 CT0816.The geoid height was determined by GEOID03.
 CT0816
 CT0816.The dynamic height is computed by dividing the NAVD 88
 CT0816.geopotential number by the normal gravity value computed on the
 CT0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0816.degrees latitude (g = 980.6199 gals.).
 CT0816
 CT0816.The modeled gravity was interpolated from observed gravity values.
 CT0816
 CT0816;                    North         East    Units  Estimated Accuracy
 CT0816;SPC TX C     - 3,265,290.      761,310.      MT  (+/- 180 meters Scaled)
 CT0816
 CT0816                          SUPERSEDED SURVEY CONTROL
 CT0816
 CT0816.No superseded survey control is available for this station.
 CT0816
 CT0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA354470(NAD 83)
 CT0816_MARKER: DR = REFERENCE MARK DISK
 CT0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0816_SP_SET: CONCRETE POST
 CT0816_STAMPING: GOLD NO 2 1961
 CT0816_MARK LOGO: CGS   
 CT0816_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0816+STABILITY: SURFACE MOTION
 CT0816
 CT0816  HISTORY     - Date     Condition        Report By
 CT0816  HISTORY     - 1961     MONUMENTED       CGS
 CT0816  HISTORY     - 1982     GOOD             NGS
 CT0816
 CT0816                          STATION DESCRIPTION
 CT0816
 CT0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0816'10.7 KM (6.65 MI) SE FROM LAWN.
 CT0816'10.1 KM (6.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0816'JUNCTION WITH FARM ROAD 604 IN LAWN, THENCE 0.3 KM (0.2 MI) WESTERLY
 CT0816'ALONG A GRAVELED ROAD, THENCE 0.3 KM (0.2 MI) SOUTHERLY ALONG A
 CT0816'GRAVELED ROAD, 45.1 METERS (148.0 FT) EAST OF THE CENTER OF THE ROAD,
 CT0816'44.8 METERS (147.0 FT) SOUTHEAST OF A UTILITY POLE, 30.8 METERS (101.0
 CT0816'FT) EAST OF THE STATION MARK AND 8.8 METERS (28.9 FT) SOUTH OF A
 CT0816'FENCE.
 CT0816'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0847 ***********************************************************************
 CB0847  DESIGNATION -  GOLDBURG
 CB0847  PID         -  CB0847
 CB0847  STATE/COUNTY-  TX/COKE
 CB0847  USGS QUAD   -  CEMENT MOUNTAIN (1987)
 CB0847
 CB0847                         *CURRENT SURVEY CONTROL
 CB0847  ___________________________________________________________________
 CB0847* NAD 83(1993)-  31 45 06.65329(N)    100 23 15.52044(W)     ADJUSTED  
 CB0847* NAVD 88     -       723.4    (meters)    2373.     (feet)  VERTCON   
 CB0847  ___________________________________________________________________
 CB0847  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CB0847  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 CB0847
 CB0847  HORZ ORDER  -  THIRD
 CB0847
 CB0847.The horizontal coordinates were established by classical geodetic methods
 CB0847.and adjusted by the National Geodetic Survey in February 1996..
 CB0847
 CB0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0847
 CB0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0847
 CB0847.The geoid height was determined by GEOID03.
 CB0847
 CB0847;                    North         East     Units Scale Factor Converg.
 CB0847;SPC TX C     - 3,231,162.246   694,854.355   MT  0.99996732   -0 01 40.7
 CB0847;SPC TX C     -10,600,904.80  2,279,701.33   sFT  0.99996732   -0 01 40.7
 CB0847;UTM  14      - 3,513,768.097   368,571.997   MT  0.99981304   -0 43 49.2
 CB0847
 CB0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0847!SPC TX C     -   0.99989030  x   0.99996732  =   0.99985762
 CB0847!UTM  14      -   0.99989030  x   0.99981304  =   0.99970336
 CB0847
 CB0847:                Primary Azimuth Mark                     Grid Az
 CB0847:SPC TX C     -  RAWLINGS                                 019 26 38.5
 CB0847:UTM  14      -  RAWLINGS                                 020 08 47.0
 CB0847
 CB0847|---------------------------------------------------------------------|
 CB0847| PID    Reference Object                     Distance      Geod. Az  |
 CB0847|                                                           dddmmss.s |
 CB0847| CB0846 RAWLINGS                            APPROX. 7.7 KM 0192457.8 |
 CB0847|---------------------------------------------------------------------|
 CB0847
 CB0847                          SUPERSEDED SURVEY CONTROL
 CB0847
 CB0847  NAD 83(1986)-  31 45 06.65896(N)    100 23 15.50560(W) AD(       ) 3
 CB0847  NAD 27      -  31 45 06.11412(N)    100 23 14.18493(W) AD(       ) 3
 CB0847  NGVD 29 (07/19/86)  723.2    (m)         2373.     (f) VERT ANG       
 CB0847
 CB0847.Superseded values are not recommended for survey control.
 CB0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0847.See file dsdata.txt to determine how the superseded data were derived.
 CB0847
 CB0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA6857213768(NAD 83)
 CB0847_MARKER: DD = SURVEY DISK
 CB0847_SETTING: 80 = SET IN A BOULDER
 CB0847_SP_SET: PARTIALLY EXPOSED BOULDER
 CB0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0847+STABILITY: SURFACE MOTION
 CB0847
 CB0847  HISTORY     - Date     Condition        Report By
 CB0847  HISTORY     - 1956     MONUMENTED       USGS
 CB0847
 CB0847                          STATION DESCRIPTION
 CB0847
 CB0847'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0847'STATION LOCATED ABOUT 11.0 MI. (AIRLINE) SE. OF ROBERT LEE AND ABOUT
 CB0847'10.0 MI. (AIRLINE) SW. OF BRONTE ON HIGHEST POINT OF JUNIPER COVERED
 CB0847'RIDGE OVERLOOKING COLORADO RIVER VALLEY.
 CB0847'
 CB0847'TO REACH FROM THE INTERSECTION OF TEXAS HIGHWAYS 208 AND 158 IN ROBERT
 CB0847'LEE, GO S. ON HIGHWAY 208 7.3 MI. TO RD. E., TURN LEFT (E.) AND GO 2.5
 CB0847'MI. TO T-RD. S., TURN RIGHT (S.) AND GO 2.9 MI. TO T-RD. S., GO RIGHT
 CB0847'(S. AND E.) 0.5 MI. TO RANCH HOUSE, PASS TO E. OF HOUSE AND TAKE TRACK
 CB0847'RD. S. 1.0 MI. TO FORKS, TAKE RIGHT FORK S. AND GO 1.4 MI. TO GATE
 CB0847'JUST S. OF WINDMILL, CONTINUE ON W. 0.8 MI. TO FORKS, TAKE RIGHT FORK
 CB0847'W. AND GO 0.7 MI. TO OLD OIL RIG SITE AND END OF TRUCK TRAVEL, PACK
 CB0847'NW. TO TOP OF RIDGE THEN NE. ALONG RIDGE ABOUT 20 MINUTES TO HIGHEST
 CB0847'POINT AND STATION.
 CB0847'
 CB0847'STATION MARK--STANDARD TRIANGULATION TABLET STAMPED ---GOLDBURG
 CB0847'1956---, SET IN TOP OF BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1168 ***********************************************************************
 CA1168  DESIGNATION -  GOLDBUSK USGS 1967
 CA1168  PID         -  CA1168
 CA1168  STATE/COUNTY-  TX/COLEMAN
 CA1168  USGS QUAD   -  VOSS (1987)
 CA1168
 CA1168                         *CURRENT SURVEY CONTROL
 CA1168  ___________________________________________________________________
 CA1168* NAD 83(1993)-  31 33 58.10283(N)    099 30 30.33706(W)     ADJUSTED  
 CA1168* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 CA1168  ___________________________________________________________________
 CA1168  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CA1168  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 CA1168
 CA1168  HORZ ORDER  -  SECOND
 CA1168
 CA1168.The horizontal coordinates were established by classical geodetic methods
 CA1168.and adjusted by the National Geodetic Survey in February 1996..
 CA1168
 CA1168.The orthometric height was scaled from a topographic map.
 CA1168
 CA1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1168
 CA1168.The geoid height was determined by GEOID03.
 CA1168
 CA1168;                    North         East     Units Scale Factor Converg.
 CA1168;SPC TX C     - 3,210,860.891   778,306.616   MT  0.99993018   +0 25 29.6
 CA1168;SPC TX C     -10,534,299.44  2,553,494.29   sFT  0.99993018   +0 25 29.6
 CA1168;UTM  14      - 3,492,459.257   451,751.311   MT  0.99962871   -0 15 58.2
 CA1168
 CA1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1168!SPC TX C     -   0.99992823  x   0.99993018  =   0.99985841
 CA1168!UTM  14      -   0.99992823  x   0.99962871  =   0.99955696
 CA1168
 CA1168                          SUPERSEDED SURVEY CONTROL
 CA1168
 CA1168  NAD 83(1986)-  31 33 58.11063(N)    099 30 30.32265(W) AD(       ) 2
 CA1168  NAD 27      -  31 33 57.55355(N)    099 30 29.09415(W) AD(       ) 2
 CA1168
 CA1168.Superseded values are not recommended for survey control.
 CA1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1168.See file dsdata.txt to determine how the superseded data were derived.
 CA1168
 CA1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5175192459(NAD 83)
 CA1168_MARKER: A = ALUMINUM MARKER
 CA1168_SETTING: 66 = SET IN ROCK OUTCROP
 CA1168_SP_SET: SET IN BEDROCK
 CA1168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1168+STABILITY: POSITION/ELEVATION WELL
 CA1168
 CA1168  HISTORY     - Date     Condition        Report By
 CA1168  HISTORY     - 1967     MONUMENTED       USGS
 CA1168
 CA1168                          STATION DESCRIPTION
 CA1168
 CA1168'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CA1168'STATION IS LOCATED 0.7 MILE NORTH AND 1.9 MILES WEST OF
 CA1168'GOLDBUSK VILLAGE.  3.9 MILES SOUTH AND 3.3 MILES EAST OF VOSS.
 CA1168'0.25 MILE SOUTH OF A CALICHE ROAD, ATOP A PROMINENT WOODED
 CA1168'KNOB AND 6 FEET WEST OF A STEEL WITNESS POST.
 CA1168'
 CA1168'A USGS ALUMINUM TABLET CEMENTED IN
 CA1168'BEDROCK.  THE TABLET IS STAMPED GOLDBUSK ET 1961-1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0646 ***********************************************************************
 AO0646  DESIGNATION -  GOLDFINCH
 AO0646  PID         -  AO0646
 AO0646  STATE/COUNTY-  TX/FRIO
 AO0646  USGS QUAD   -  LAS FLORES (1969)
 AO0646
 AO0646                         *CURRENT SURVEY CONTROL
 AO0646  ___________________________________________________________________
 AO0646* NAD 83(1993)-  28 44 17.40898(N)    098 56 37.49222(W)     ADJUSTED  
 AO0646* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 AO0646  ___________________________________________________________________
 AO0646  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AO0646  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AO0646
 AO0646  HORZ ORDER  -  FIRST
 AO0646
 AO0646.The horizontal coordinates were established by classical geodetic methods
 AO0646.and adjusted by the National Geodetic Survey in February 1996..
 AO0646
 AO0646.The orthometric height was scaled from a topographic map.
 AO0646
 AO0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0646
 AO0646.The geoid height was determined by GEOID03.
 AO0646
 AO0646;                    North         East     Units Scale Factor Converg.
 AO0646;SPC TXSC     - 4,100,282.904   605,494.449   MT  0.99991708   +0 01 39.2
 AO0646;SPC TXSC     -13,452,344.83  1,986,526.37   sFT  0.99991708   +0 01 39.2
 AO0646;UTM  14      - 3,178,978.864   505,492.707   MT  0.99960037   +0 01 37.4
 AO0646
 AO0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0646!SPC TXSC     -   0.99997735  x   0.99991708  =   0.99989443
 AO0646!UTM  14      -   0.99997735  x   0.99960037  =   0.99957773
 AO0646
 AO0646:                Primary Azimuth Mark                     Grid Az
 AO0646:SPC TXSC     -  DAVIS                                    080 26 57.2
 AO0646:UTM  14      -  DAVIS                                    080 26 59.0
 AO0646
 AO0646|---------------------------------------------------------------------|
 AO0646| PID    Reference Object                     Distance      Geod. Az  |
 AO0646|                                                           dddmmss.s |
 AO0646| AO0647 DAVIS                               APPROX.17.1 KM 0802836.4 |
 AO0646| CV4112 GOLDFINCH RM 2                       26.202 METERS 10618     |
 AO0646| CV4111 GOLDFINCH RM 1                       31.059 METERS 35722     |
 AO0646|---------------------------------------------------------------------|
 AO0646
 AO0646                          SUPERSEDED SURVEY CONTROL
 AO0646
 AO0646  NAD 83(1986)-  28 44 17.41095(N)    098 56 37.47146(W) AD(       ) 1
 AO0646  NAD 27      -  28 44 16.48500(N)    098 56 36.36400(W) AD(       ) 1
 AO0646
 AO0646.Superseded values are not recommended for survey control.
 AO0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0646.See file dsdata.txt to determine how the superseded data were derived.
 AO0646
 AO0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS0549378979(NAD 83)
 AO0646_MARKER: DS = TRIANGULATION STATION DISK
 AO0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0646
 AO0646  HISTORY     - Date     Condition        Report By
 AO0646  HISTORY     - 1952     MONUMENTED       CGS
 AO0646  HISTORY     - 1960     GOOD             LOCENG
 AO0646  HISTORY     - 19950724 MARK NOT FOUND   USPSQD
 AO0646  HISTORY     - 20030815 MARK NOT FOUND   USPSQD
 AO0646
 AO0646                          STATION DESCRIPTION
 AO0646
 AO0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0646'THE STATION IS ABOUT 14-1/2 MILES EAST-NORTHEAST OF DILLEY.
 AO0646'14 MILES SOUTHEAST OF PEARSALL.  9 MILES WEST OF HINDES.
 AO0646'ON THE SUMMIT OF A SLIGHT RISE AND 70 FEET SOUTH OF THE
 AO0646'CENTER OF A DIRT ROAD.
 AO0646'
 AO0646'TO REACH THE STATION FROM THE POST OFFICE IN PEARSALL, GO
 AO0646'SOUTH-SOUTHWEST ON U.S. HIGHWAY 81 FOR 1.5 MILES TO FARM
 AO0646'ROAD 1582.  TURN LEFT ON FARM ROAD 1582 AND GO SOUTHEAST
 AO0646'FOR 10.3 MILES TO THE END OF THE PAVEMENT AND A SIDE ROAD
 AO0646'LEFT.  CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 3.3
 AO0646'MILES TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.25
 AO0646'MILE TO THE TOP OF THE GRADE AND THE STATION ON THE RIGHT.
 AO0646'
 AO0646'THE STATION MARK, STAMPED GOLDFINCH 1952, IS A BRONZE DISK
 AO0646'SET IN A ROUND CONCRETE POST THAT PROJECTS 8 INCHES AND IS
 AO0646'60 FEET SOUTH OF A WHITE WITNESS POST.
 AO0646'
 AO0646'REFERENCE MARK NO. 1, STAMPED GOLDFINCH NO 1 1952, IS A
 AO0646'BRONZE DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4
 AO0646'INCHES AND IT IS 30 FEET NORTH OF THE CENTER OF THE ROAD.
 AO0646'
 AO0646'REFERENCE MARK NO. 2, STAMPED GOLDFINCH NO 2 1952, IS A BRONZE
 AO0646'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES
 AO0646'AND IS 80 FEET SOUTH OF THE CENTER OF THE ROAD.
 AO0646
 AO0646                          STATION RECOVERY (1960)
 AO0646
 AO0646'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (WLF)
 AO0646'RECOVERED BY PLYMOUTH OIL CO
 AO0646'
 AO0646'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 AO0646'DIRECTIONS ARE GOOD EXCEPT FARM ROAD 1582 IS BEING PAVED
 AO0646'STRAIGHT AHEAD AND STATION IS LOCATED 0.25 MILE TO THE LEFT
 AO0646'ALONG DIRT ROAD FROM THE 3.3 MILE POINT NOTED IN PREVIOUS
 AO0646'DESCRIPTION.
 AO0646
 AO0646                          STATION RECOVERY (1995)
 AO0646
 AO0646'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0646'MARK NOT FOUND.
 AO0646
 AO0646                          STATION RECOVERY (2003)
 AO0646
 AO0646'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0646'NOTE  INACCESSIBLE, LOCKED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1004 ***********************************************************************
 CU1004  DESIGNATION -  GOLDSTENS
 CU1004  PID         -  CU1004
 CU1004  STATE/COUNTY-  TX/SCURRY
 CU1004  USGS QUAD   -  HUDD (1969)
 CU1004
 CU1004                         *CURRENT SURVEY CONTROL
 CU1004  ___________________________________________________________________
 CU1004* NAD 83(1993)-  32 53 29.19186(N)    100 41 54.58870(W)     ADJUSTED  
 CU1004* NAVD 88     -       680.     (meters)    2231.     (feet)  SCALED    
 CU1004  ___________________________________________________________________
 CU1004  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 CU1004  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CU1004
 CU1004  HORZ ORDER  -  SECOND
 CU1004
 CU1004.The horizontal coordinates were established by classical geodetic methods
 CU1004.and adjusted by the National Geodetic Survey in February 1996..
 CU1004
 CU1004.The orthometric height was scaled from a topographic map.
 CU1004
 CU1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1004
 CU1004.The geoid height was determined by GEOID03.
 CU1004
 CU1004;                    North         East     Units Scale Factor Converg.
 CU1004;SPC TXNC     - 2,137,967.084   394,332.579   MT  0.99987651   -1 11 56.6
 CU1004;SPC TXNC     - 7,014,313.67  1,293,739.47   sFT  0.99987651   -1 11 56.6
 CU1004;UTM  14      - 3,640,531.320   341,129.858   MT  0.99991122   -0 55 21.2
 CU1004
 CU1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1004!SPC TXNC     -   0.99989747  x   0.99987651  =   0.99977399
 CU1004!UTM  14      -   0.99989747  x   0.99991122  =   0.99980870
 CU1004
 CU1004:                Primary Azimuth Mark                     Grid Az
 CU1004:SPC TXNC     -  GOLDSTENS AZ MK                          076 35 19.4
 CU1004:UTM  14      -  GOLDSTENS AZ MK                          076 18 44.0
 CU1004
 CU1004|---------------------------------------------------------------------|
 CU1004| PID    Reference Object                     Distance      Geod. Az  |
 CU1004|                                                           dddmmss.s |
 CU1004| CX7281 GOLDSTENS AZ MK                                    0752322.8 |
 CU1004| CX7283 GOLDSTENS RM 2                        8.360 METERS 16649     |
 CU1004| CX7282 GOLDSTENS RM 1                       10.152 METERS 33815     |
 CU1004|---------------------------------------------------------------------|
 CU1004
 CU1004                          SUPERSEDED SURVEY CONTROL
 CU1004
 CU1004  NAD 83(1993)-  32 53 29.19567(N)    100 41 54.58101(W) AD(       ) 2
 CU1004  NAD 83(1986)-  32 53 29.19711(N)    100 41 54.57985(W) AD(       ) 2
 CU1004  NAD 27      -  32 53 28.82631(N)    100 41 53.16875(W) AD(       ) 2
 CU1004
 CU1004.Superseded values are not recommended for survey control.
 CU1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1004.See file dsdata.txt to determine how the superseded data were derived.
 CU1004
 CU1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB4113040531(NAD 83)
 CU1004_MARKER: DS = TRIANGULATION STATION DISK
 CU1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1004_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1004
 CU1004  HISTORY     - Date     Condition        Report By
 CU1004  HISTORY     - 1968     MONUMENTED       CGS
 CU1004
 CU1004                          STATION DESCRIPTION
 CU1004
 CU1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1004'THE STATION IS LOCATED ABOUT 14 MILES WEST-NORTHWEST OF ROTAN,
 CU1004'11 MILES NORTH OF CAMP SPRINGS, 10 MILES NORTH-NORTHWEST OF HOBBS
 CU1004'ON THE EAST SIDE OF A CEMETERY.
 CU1004'
 CU1004'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND
 CU1004'180 AT THE NORTHWEST CORNER OF THE SQUARE IN SNYDER, GO NORTH ON
 CU1004'U.S. HIGHWAY 84 FOR 0.8 MILE TO A TRAFFIC LIGHT.  TURN RIGHT,
 CU1004'EAST, ON 13TH STREET FOR 0.9 MILE TO A T-ROAD JUNCTION.  TURN
 CU1004'LEFT, NORTH, ON AVENUE E FOR 0.35 MILE TO A PAVED
 CU1004'CROSSROAD.  TURN RIGHT, EAST, ON FARM ROAD 1673 FOR 7.25 MILE
 CU1004'TO A SIDE ROAD LEFT AT THE NORTHEAST COMMUNITY CENTER.  TURN
 CU1004'LEFT, NORTH AND EASTERLY, FOR 9.9 MILES TO THE END OF THE
 CU1004'PAVEMENT AND A FORK.  KEEP LEFT FORK, FOLLOWING GRAVELED ROAD
 CU1004'NORTH AND EAST FOR 5.45 MILES TO A T-ROAD JUNCTION.  TURN
 CU1004'RIGHT, SOUTH, CROSSING CATTLE GUARD FOR 1.0 MILE TO A FORK.
 CU1004'TAKE LEFT FORK, EAST, FOR 0.35 MILE TO A CEMETERY ON THE LEFT
 CU1004'AND THE STATION.  CONTINUE EAST ON THE DIRT ROAD FOR 1.2
 CU1004'MILES TO THE AZIMUTH MARK ON THE RIGHT.
 CU1004'
 CU1004'THE STATION IS A STANDARD DISK, STAMPED GOLDSTENS 1968, SET
 CU1004'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 10 INCHES IN
 CU1004'DIAMETER AND PROJECTS 1 INCH.  IT IS 42 FEET NORTH OF THE CENTER
 CU1004'OF THE GRAVELED ROAD, 28 FEET NORTH OF THE NORTHEAST FENCE
 CU1004'CORNER SURROUNDING THE CEMETERY, 4.3 FEET SOUTH OF A POWER POLE
 CU1004'AND 3 FEET EAST OF THE FENCE.
 CU1004'
 CU1004'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOLDSTENS NO 1
 CU1004'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 10
 CU1004'INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 57.5 FEET
 CU1004'SOUTH OF THE CENTER OF A GATE LEADING INTO THE CEMETERY, 29.2
 CU1004'FEET NORTH OF THE POWER POLE AND 1 FOOT EAST OF THE FENCE.
 CU1004'
 CU1004'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOLDSTENS NO 2
 CU1004'1968, CEMENTED IN A DRILL HOLE IN AN IRREGULAR MASS OF CONCRETE
 CU1004'SURROUNDING THE NORTHEAST CORNER POST OF THE CEMETERY.  IT IS
 CU1004'31.5 FEET SOUTH OF THE POWER POLE, 14.5 FEET NORTH OF THE CENTER
 CU1004'OF THE ROAD AND 1 FOOT NORTHEAST OF THE CORNER POST.
 CU1004'
 CU1004'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GOLDSTENS 1968,
 CU1004'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 10 INCHES
 CU1004'IN DIAMETER AND PROJECTS 6 INCHES.  IT IS 56 FEET SOUTHEAST OF
 CU1004'THE CENTER OF THE ROAD, 10.3 FEET SOUTH OF A POWER POLE, 3 FEET
 CU1004'NORTH OF A METAL WITNESS POST AND 1.5 FEET WEST OF A FENCE.
 CU1004'
 CU1004'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1883 ***********************************************************************
 AY1883  DESIGNATION -  GOLF
 AY1883  PID         -  AY1883
 AY1883  STATE/COUNTY-  TX/BEXAR
 AY1883  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1883
 AY1883                         *CURRENT SURVEY CONTROL
 AY1883  ___________________________________________________________________
 AY1883* NAD 83(1993)-  29 22 50.43223(N)    098 29 17.08356(W)     ADJUSTED  
 AY1883* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AY1883  ___________________________________________________________________
 AY1883  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AY1883  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AY1883
 AY1883  HORZ ORDER  -  FIRST
 AY1883
 AY1883.The horizontal coordinates were established by classical geodetic methods
 AY1883.and adjusted by the National Geodetic Survey in February 1996..
 AY1883
 AY1883.The orthometric height was scaled from a topographic map.
 AY1883
 AY1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1883
 AY1883.The geoid height was determined by GEOID03.
 AY1883
 AY1883;                    North         East     Units Scale Factor Converg.
 AY1883;SPC TXSC     - 4,171,595.114   649,690.245   MT  0.99986356   +0 15 02.9
 AY1883;SPC TXSC     -13,686,308.30  2,131,525.41   sFT  0.99986356   +0 15 02.9
 AY1883;UTM  14      - 3,250,271.293   549,677.651   MT  0.99963045   +0 15 04.2
 AY1883
 AY1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1883!SPC TXSC     -   0.99997602  x   0.99986356  =   0.99983959
 AY1883!UTM  14      -   0.99997602  x   0.99963045  =   0.99960648
 AY1883
 AY1883:                Primary Azimuth Mark                     Grid Az
 AY1883:SPC TXSC     -  GOLF AZ MK                               037 32 27.8
 AY1883:UTM  14      -  GOLF AZ MK                               037 32 26.5
 AY1883
 AY1883|---------------------------------------------------------------------|
 AY1883| PID    Reference Object                     Distance      Geod. Az  |
 AY1883|                                                           dddmmss.s |
 AY1883| CV4113 GOLF AZ MK                                         0374730.7 |
 AY1883| CV4114 GOLF RM 1                            22.664 METERS 05518     |
 AY1883| CV4115 GOLF RM 2                            37.490 METERS 30307     |
 AY1883|---------------------------------------------------------------------|
 AY1883
 AY1883                          SUPERSEDED SURVEY CONTROL
 AY1883
 AY1883  NAD 83(1986)-  29 22 50.43702(N)    098 29 17.06560(W) AD(       ) 1
 AY1883  NAD 27      -  29 22 49.59200(N)    098 29 16.00400(W) AD(       ) 1
 AY1883
 AY1883.Superseded values are not recommended for survey control.
 AY1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1883.See file dsdata.txt to determine how the superseded data were derived.
 AY1883
 AY1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4967850271(NAD 83)
 AY1883_MARKER: DS = TRIANGULATION STATION DISK
 AY1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1883
 AY1883  HISTORY     - Date     Condition        Report By
 AY1883  HISTORY     - 1953     MONUMENTED       CGS
 AY1883  HISTORY     - 1953     GOOD             AMS
 AY1883  HISTORY     - 19950412 MARK NOT FOUND   USPSQD
 AY1883  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AY1883
 AY1883                          STATION DESCRIPTION
 AY1883
 AY1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1883'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE CENTER
 AY1883'OF SAN ANTONIO, 30 YARDS NORTH OF THE NORTH BANK OF THE
 AY1883'SAN ANTONIO RIVER, 0.1 MILE EAST OF THE MISSION ROAD AND
 AY1883'MC DONALD AVENUE INTERSECTION AND IT IS ABOUT 0.1 MILE EAST
 AY1883'OF THE SOUTHWEST CORNER OF THE RIVERSIDE MUNICIPAL GOLF
 AY1883'COURSE.  IT IS ON THE SOUTH EDGE OF THE FAIRWAY.
 AY1883'
 AY1883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AY1883'AND LOOP 13 IN SOUTH EDGE OF SAN ANTONIO, GO NORTH ON HIGHWAY
 AY1883'281 FOR 1.85 MILES TO A CONCRETE BRIDGE OVER A SMALL CREEK,
 AY1883'CONTINUE NORTHERLY ON HIGHWAY 281 FOR 0.05 MILE TO MC DONALD
 AY1883'AVENUE*, TURN LEFT AND GO WESTERLY ON MC DONALD AVENUE FOR
 AY1883'0.45 MILE TO THE STATION SITE ON THE RIGHT AT SOUTH EDGE
 AY1883'OF FAIRWAY.  THE STATION IS ON CITY PROPERTY.
 AY1883'
 AY1883'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1883'POST SET FLUSH WITH THE SURFACE.  IT IS 37.5 FEET NORTH OF
 AY1883'THE CENTER LINE OF MC DONALD AVENUE, 15 FEET NORTH OF A
 AY1883'WITNESS POST AND IS STAMPED GOLF 1953.
 AY1883'
 AY1883'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AY1883'CONCRETE POST SET FLUSH WITH THE SURFACE.  IT IS 95 FEET NORTH
 AY1883'OF THE CENTER LINE OF MC DONALD AVENUE, 36 FEET NORTHWEST OF
 AY1883'A WOODEN SHELTER FOR GOLFERS, 4 FEET NORTH OF A 15 INCH
 AY1883'TREE AND IT IS STAMPED GOLF NO. 1 1953.
 AY1883'
 AY1883'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AY1883'CONCRETE POST SET FLUSH WITH THE SURFACE.  IT IS 115 FEET
 AY1883'NORTH OF THE CENTER LINE OF MC DONALD AVENUE, 6 FEET SOUTHEAST
 AY1883'OF A 3 FOOT TREE AND IT IS STAMPED GOLF NO. 2 1953.
 AY1883'
 AY1883'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1883'POST SET FLUSH WITH THE SURFACE.  IT IS 36 FEET WEST OF THE
 AY1883'CENTER LINE OF U.S. HIGHWAY 281 (ROOSEVELT AVENUE), 22 FEET
 AY1883'SOUTHWEST OF A 14 INCH TREE, 14.5 FEET WEST OF A POWER POLE,
 AY1883'2 FEET WEST OF A WITNESS POST AND 1.0 FOOT SOUTH OF THE BASE
 AY1883'OF THE POWER POLE BRACE.  IT IS STAMPED GOLF 1953.
 AY1883'
 AY1883'*TO REACH THE AZIMUTH MARK FROM U.S. HIGHWAY 281 AND MC DONALD
 AY1883'AVENUE INTERSECTION, GO NORTH ON HIGHWAY 281 FOR 0.2 MILE TO
 AY1883'THE MARK ON THE LEFT AT EAST EDGE OF GOLF COURSE.
 AY1883'
 AY1883'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AY1883
 AY1883                          STATION RECOVERY (1953)
 AY1883
 AY1883'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1883'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 39 FEET
 AY1883'NORTH OF ROAD, 21 FEET S.W. OF THE S.W. CORNER OF GOLF T
 AY1883'MOUND, AND IT IS 252 FEET WEST OF THE NORTHWEST CORNER OF
 AY1883'GOLF GREEN.
 AY1883
 AY1883                          STATION RECOVERY (1995)
 AY1883
 AY1883'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1883'MARK NOT FOUND.
 AY1883
 AY1883                          STATION RECOVERY (2004)
 AY1883
 AY1883'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AY1883'MCDONALD ROAD NO LONGER CUTS THROUGH THE GOLF COURSE AND MODIFICATIONS
 AY1883'HAVE BEEN MADE TO THE COURSE WHICH WOULD INDICATE THE MARKER MAY HAVE
 AY1883'BEEN DESTROYED DURING COURSE RENOVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1824 ***********************************************************************
 FL1824  DESIGNATION -  GOLF
 FL1824  PID         -  FL1824
 FL1824  STATE/COUNTY-  TX/POTTER
 FL1824  USGS QUAD   -  CLIFFSIDE (1973)
 FL1824
 FL1824                         *CURRENT SURVEY CONTROL
 FL1824  ___________________________________________________________________
 FL1824* NAD 83(1993)-  35 15 37.96410(N)    101 53 02.49743(W)     ADJUSTED  
 FL1824* NAVD 88     -      1092.     (meters)    3583.     (feet)  SCALED    
 FL1824  ___________________________________________________________________
 FL1824  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 FL1824  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 FL1824
 FL1824  HORZ ORDER  -  THIRD
 FL1824
 FL1824.The horizontal coordinates were established by classical geodetic methods
 FL1824.and adjusted by the National Geodetic Survey in February 1996..
 FL1824
 FL1824.The orthometric height was scaled from a topographic map.
 FL1824
 FL1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1824
 FL1824.The geoid height was determined by GEOID03.
 FL1824
 FL1824;                    North         East     Units Scale Factor Converg.
 FL1824;SPC TX N     - 1,139,908.451   165,057.430   MT  0.99991463   -0 13 21.2
 FL1824;SPC TX N     - 3,739,849.64    541,525.92   sFT  0.99991463   -0 13 21.2
 FL1824;UTM  14      - 3,905,751.189   237,627.431   MT  1.00044846   -1 39 57.2
 FL1824
 FL1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1824!SPC TX N     -   0.99983263  x   0.99991463  =   0.99974728
 FL1824!UTM  14      -   0.99983263  x   1.00044846  =   1.00028102
 FL1824
 FL1824:                Primary Azimuth Mark                     Grid Az
 FL1824:SPC TX N     -  GOLF AZ MK                               180 19 54.0
 FL1824:UTM  14      -  GOLF AZ MK                               181 46 30.0
 FL1824
 FL1824|---------------------------------------------------------------------|
 FL1824| PID    Reference Object                     Distance      Geod. Az  |
 FL1824|                                                           dddmmss.s |
 FL1824| CJ6493 GOLF AZ MK                                         1800632.8 |
 FL1824| CJ6494 GOLF RM 1                            13.082 METERS 21000     |
 FL1824| CJ6495 GOLF RM 2                             7.390 METERS 29820     |
 FL1824|---------------------------------------------------------------------|
 FL1824
 FL1824                          SUPERSEDED SURVEY CONTROL
 FL1824
 FL1824  NAD 83(1993)-  35 15 37.97024(N)    101 53 02.48822(W) AD(       ) 3
 FL1824  NAD 83(1986)-  35 15 37.97150(N)    101 53 02.48867(W) AD(       ) 3
 FL1824  NAD 27      -  35 15 37.78000(N)    101 53 00.82200(W) AD(       ) 3
 FL1824
 FL1824.Superseded values are not recommended for survey control.
 FL1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1824.See file dsdata.txt to determine how the superseded data were derived.
 FL1824
 FL1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3762705751(NAD 83)
 FL1824_MARKER: DS = TRIANGULATION STATION DISK
 FL1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1824
 FL1824  HISTORY     - Date     Condition        Report By
 FL1824  HISTORY     - 1951     MONUMENTED       CGS
 FL1824  HISTORY     - 1956     GOOD             CGS
 FL1824  HISTORY     - 1966     GOOD             LOCSUR
 FL1824
 FL1824                          STATION DESCRIPTION
 FL1824
 FL1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1824'THE STATION IS LOCATED IN THE CENTER OF A STOCK LANE THAT
 FL1824'IS ALONG THE EAST SIDE OF A GRADED ROAD.  IT IS ABOUT 6 MILES
 FL1824'AIRLINE NORTHWEST OF AMARILLO, ABOUT 3 MILES AIRLINE
 FL1824'NORTH-NORTHWEST OF THE AMERICAN SMELTER AND REFINING COMPANY PLANT,
 FL1824'AND ABOUT 100 YARDS WEST-SOUTHWEST OF A FARM HOUSE.
 FL1824'
 FL1824'THE STATION IS 54 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FL1824'20 FEET EAST OF A TRANSFORMER POLE, AND 9-1/2 FEET EAST OF
 FL1824'A WHITE WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP
 FL1824'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 FL1824'THE DISK IS STAMPED--GOLF 1951.
 FL1824'
 FL1824'REFERENCE MARK NUMBER ONE IS 32 FEET EAST OF THE CENTER LINE
 FL1824'OF THE ROAD, 30 FEET SOUTH OF A FENCE CORNER, AND ABOUT 1
 FL1824'FOOT HIGHER THAN THE STATION.  IT IS A STANDARD DISK SET IN
 FL1824'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 FL1824'INCHES.  THE DISK IS STAMPED--GOLF NO 1 1951.
 FL1824'
 FL1824'REFERENCE MARK NUMBER TWO IS 32 FEET EAST OF THE CENTER
 FL1824'LINE OF THE ROAD, 16 FEET NORTHWEST OF THE WHITE WITNESS
 FL1824'POST, AND ABOUT 1 FOOT HIGHER THAN THE STATION.  IT IS A
 FL1824'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1824'POST THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED--GOLF NO
 FL1824'2 1951.
 FL1824'
 FL1824'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTER LINE OF THE
 FL1824'NORTH-SOUTH ROAD, 45 FEET SOUTH OF THE CENTER LINE OF THE
 FL1824'EAST-WEST ROAD, AND 8 FEET EAST-SOUTHEAST OF A FENCE CORNER.
 FL1824'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 FL1824'CONCRETE POST THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED--GOLF
 FL1824'1951.  TO REACH THE MARK FROM THE STATION GO SOUTH FOR
 FL1824'0.7 MILE TO A T-ROAD AND THE MARK ON THE LEFT.
 FL1824'
 FL1824'TO REACH THE STATION FROM THE POTTER COUNTY COURTHOUSE IN
 FL1824'AMARILLO GO WEST ON U.S. HIGHWAY 66 FOR 2.7 MILES TO A T-ROAD.
 FL1824'TURN RIGHT, NORTH, AND GO 3.4 MILES TO THE STATION ON THE
 FL1824'RIGHT.
 FL1824'
 FL1824'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FL1824
 FL1824                          STATION RECOVERY (1956)
 FL1824
 FL1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1824'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1824'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO REACH
 FL1824'THE STATION FROM THE POTTER COUNTY COURTHOUSE IN AMARILLO,
 FL1824'GO NORTH ON FILLMORE (U.S. 60) TO 8TH AVENUE (NEW LOCATION
 FL1824'U.S. 66).  TURN LEFT, WEST, AND GO 2.98 MILE TO F.M. 1719
 FL1824'(WESTERN AVENUE).  TURN RIGHT, NORTH, AND GO 2.65 MILE TO
 FL1824'STATION 49 FEET TO RIGHT.
 FL1824
 FL1824                          STATION RECOVERY (1966)
 FL1824
 FL1824'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 FL1824'RECOVERED BY BUCE AND GUNN INC DALLAS
 FL1824'
 FL1824'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 FL1824'FOUND IN GOOD CONDITION WITH THE EXCEPTION THE AZIMUTH MARK
 FL1824'HAS BEEN CHIPPED ON ONE SIDE BUT DOESNT APPEAR TO HAVE BEEN
 FL1824'DISTURBED.
 FL1824'
 FL1824'THE 1956 DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE
 FL1824'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1015 ***********************************************************************
 AN1015  DESIGNATION -  GOLIAD
 AN1015  PID         -  AN1015
 AN1015  STATE/COUNTY-  TX/GOLIAD
 AN1015  USGS QUAD   -  GOLIAD (1987)
 AN1015
 AN1015                         *CURRENT SURVEY CONTROL
 AN1015  ___________________________________________________________________
 AN1015* NAD 83(1986)-  28 40 02.     (N)    097 23 27.     (W)     SCALED    
 AN1015* NAVD 88     -        52.07   (+/-2cm)     170.8    (feet)  VERTCON   
 AN1015  ___________________________________________________________________
 AN1015  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN1015
 AN1015  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1015
 AN1015.The horizontal coordinates were scaled from a topographic map and have
 AN1015.an estimated accuracy of +/- 6 seconds.
 AN1015
 AN1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1015.The vertical order pertains to the NGVD 29 superseded value.
 AN1015
 AN1015.The geoid height was determined by GEOID03.
 AN1015
 AN1015;                    North         East    Units  Estimated Accuracy
 AN1015;SPC TXSC     - 4,093,500.      757,280.      MT  (+/- 180 meters Scaled)
 AN1015
 AN1015                          SUPERSEDED SURVEY CONTROL
 AN1015
 AN1015  NGVD 29 (??/??/92)   52.131  (m)          171.03   (f) ADJ UNCH    2 0
 AN1015
 AN1015.Superseded values are not recommended for survey control.
 AN1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1015.See file dsdata.txt to determine how the superseded data were derived.
 AN1015
 AN1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS572721(NAD 83)
 AN1015_MARKER: DB = BENCH MARK DISK
 AN1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1015_STAMPING: GOLIAD 1934
 AN1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1015+STABILITY: SURFACE MOTION
 AN1015
 AN1015  HISTORY     - Date     Condition        Report By
 AN1015  HISTORY     - 1934     MONUMENTED       CGS
 AN1015  HISTORY     - 1935     GOOD             NGS
 AN1015  HISTORY     - 1990     GOOD             USPSQD
 AN1015
 AN1015                          STATION DESCRIPTION
 AN1015
 AN1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AN1015'IN GOLIAD.
 AN1015'IN THE CITY PARK.  1 BLOCK NE OF COUNTY COURTHOUSE.  DIRECTLY IN FRONT
 AN1015'OF SW CANNON BASE.  CLOSE TO FANNIN MASSACRE MEMORIAL SHAFT.
 AN1015
 AN1015                          STATION RECOVERY (1990)
 AN1015
 AN1015'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2378 ***********************************************************************
 AN2378  DESIGNATION -  GOLIAD
 AN2378  PID         -  AN2378
 AN2378  STATE/COUNTY-  TX/GOLIAD
 AN2378  USGS QUAD   -  GOLIAD (1987)
 AN2378
 AN2378                         *CURRENT SURVEY CONTROL
 AN2378  ___________________________________________________________________
 AN2378* NAD 83(1993)-  28 41 09.73647(N)    097 25 04.53686(W)     ADJUSTED  
 AN2378* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 AN2378  ___________________________________________________________________
 AN2378  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AN2378  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN2378
 AN2378  HORZ ORDER  -  FIRST
 AN2378
 AN2378.The horizontal coordinates were established by classical geodetic methods
 AN2378.and adjusted by the National Geodetic Survey in February 1996..
 AN2378
 AN2378.The orthometric height was scaled from a topographic map.
 AN2378
 AN2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2378
 AN2378.The geoid height was determined by GEOID03.
 AN2378
 AN2378;                    North         East     Units Scale Factor Converg.
 AN2378;SPC TXSC     - 4,095,549.998   754,602.975   MT  0.99992689   +0 46 30.3
 AN2378;SPC TXSC     -13,436,816.95  2,475,726.59   sFT  0.99992689   +0 46 30.3
 AN2378;UTM  14      - 3,174,226.622   654,567.815   MT  0.99989484   +0 45 34.4
 AN2378
 AN2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2378!SPC TXSC     -   0.99999250  x   0.99992689  =   0.99991939
 AN2378!UTM  14      -   0.99999250  x   0.99989484  =   0.99988734
 AN2378
 AN2378|---------------------------------------------------------------------|
 AN2378| PID    Reference Object                     Distance      Geod. Az  |
 AN2378|                                                           dddmmss.s |
 AN2378| CV4117 GOLIAD RM 1                          26.547 METERS 03905     |
 AN2378| AN2077 GOLIAD MUNICIPAL STANDPIPE          APPROX. 2.9 KM 1231412.6 |
 AN2378| CV4116 GOLIAD AZ MK                                       1555853.6 |
 AN2378| CV4118 GOLIAD RM 2                          27.554 METERS 31848     |
 AN2378|---------------------------------------------------------------------|
 AN2378
 AN2378                          SUPERSEDED SURVEY CONTROL
 AN2378
 AN2378  NAD 83(1986)-  28 41 09.74313(N)    097 25 04.52084(W) AD(       ) 1
 AN2378  NAD 27      -  28 41 08.77900(N)    097 25 03.55000(W) AD(       ) 1
 AN2378
 AN2378.Superseded values are not recommended for survey control.
 AN2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2378.See file dsdata.txt to determine how the superseded data were derived.
 AN2378
 AN2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS5456874227(NAD 83)
 AN2378_MARKER: DS = TRIANGULATION STATION DISK
 AN2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2378_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2378
 AN2378  HISTORY     - Date     Condition        Report By
 AN2378  HISTORY     - 1952     MONUMENTED       CGS
 AN2378  HISTORY     - 1960     SEE DESCRIPTION  USGS
 AN2378  HISTORY     - 1963     MARK NOT FOUND   CGS
 AN2378
 AN2378                          STATION DESCRIPTION
 AN2378
 AN2378'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2378'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF GOLIAD
 AN2378'AND 0.15 MILE WEST OF FARM ROAD 1726.
 AN2378'
 AN2378'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 183 AND U.S.
 AN2378'HIGHWAY 59 IN GOLIAD, GO WEST ON U.S. HIGHWAY 59 FOR 1.55
 AN2378'MILES TO THE JUNCTION OF FARM ROAD 1726.  TURN RIGHT, NORTH,
 AN2378'ON FARM ROAD 1726 AND GO 0.95 MILE TO A CROSSROAD AND AZIMUTH
 AN2378'MARK ON THE RIGHT, EAST SIDE OF ROAD.  CONTINUE STRAIGHT
 AN2378'AHEAD FOR 0.45 MILE TO A CROSSROAD AND FARM BUILDINGS ON
 AN2378'THE WEST SIDE OF ROAD.  TURN LEFT, WEST, AND GO 0.15 MILE
 AN2378'TO THE STATION SITE ON THE LEFT, SOUTH SIDE OF ROAD.
 AN2378'
 AN2378'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AN2378'CYLINDERS.
 AN2378'
 AN2378'THE STATION MARK IS STAMPED GOLIAD 1952, AND PROJECTS 4
 AN2378'INCHES.  THE MARK IS LOCATED, 37 FEET SOUTH OF THE CENTER
 AN2378'OF A GRAVEL ROAD.  10 FEET SOUTH OF A FENCE LINE.  AND 6
 AN2378'FEET SOUTHWEST OF A WHITE WITNESS POST.
 AN2378'
 AN2378'REFERENCE MARK NO. 1 IS STAMPED GOLIAD NO 1 1952, AND IT
 AN2378'PROJECTS 6 INCHES.  IT IS LOCATED 30 FEET NORTH OF THE
 AN2378'CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE LINE.
 AN2378'
 AN2378'REFERENCE MARK NO. 2 IS STAMPED GOLIAD NO 2 1952, AND IT
 AN2378'PROJECTS 6 INCHES.  THE MARK IS LOCATED 30 FEET NORTH OF THE
 AN2378'CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE LINE.
 AN2378'
 AN2378'THE AZIMUTH MARK IS STAMPED GOLIAD 1952, AND PROJECTS 4
 AN2378'INCHES.  IT IS LOCATED 40 FEET EAST OF THE CENTER LINE OF
 AN2378'FARM ROAD 1726.  10 FEET NORTH OF A FENCE CORNER.  2-1/2
 AN2378'FEET NORTH OF A WHITE WITNESS POST.  AND 1 FOOT WEST OF A
 AN2378'FENCE LINE.
 AN2378'
 AN2378'IT WILL BE NECESSARY TO CLEAR BRUSH OR ELEVATE THE SIGNAL
 AN2378'ON THE AZIMUTH MARK TO BE VISIBLE AT THE STATION.
 AN2378'
 AN2378'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AN2378
 AN2378                          STATION RECOVERY (1960)
 AN2378
 AN2378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AN2378'REMAINS OF SURFACE MARK FOUND ON GROUND.  SUBSURFACE MARK
 AN2378'DUG FOR BUT NOT FOUND.  REFERENCE MARKS FOUND IN GOOD CONDITION.
 AN2378
 AN2378                          STATION RECOVERY (1963)
 AN2378
 AN2378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2378'STATION COULD NOT BE LOCATED BY PROBING.  REFERENCE MARKS NO.
 AN2378'1 AND 2 WERE RECOVERED IN GOOD CONDITION.  STATION APPARENTLY
 AN2378'HAS BEEN COVERED UP BY SOIL.  DIRECTIONS FOR PROCEEDING
 AN2378'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2077 ***********************************************************************
 AN2077  DESIGNATION -  GOLIAD MUNICIPAL STANDPIPE
 AN2077  PID         -  AN2077
 AN2077  STATE/COUNTY-  TX/GOLIAD
 AN2077  USGS QUAD   -  GOLIAD (1987)
 AN2077
 AN2077                         *CURRENT SURVEY CONTROL
 AN2077  ___________________________________________________________________
 AN2077* NAD 83(1993)-  28 40 17.45711(N)    097 23 34.09209(W)     ADJUSTED  
 AN2077* NAVD 88     -                                                        
 AN2077  ___________________________________________________________________
 AN2077  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AN2077  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN2077
 AN2077  HORZ ORDER  -  THIRD
 AN2077
 AN2077.The horizontal coordinates were established by classical geodetic methods
 AN2077.and adjusted by the National Geodetic Survey in February 1996..
 AN2077
 AN2077
 AN2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2077
 AN2077.The geoid height was determined by GEOID03.
 AN2077
 AN2077;                    North         East     Units Scale Factor Converg.
 AN2077;SPC TXSC     - 4,093,974.255   757,080.055   MT  0.99992977   +0 47 14.6
 AN2077;SPC TXSC     -13,431,647.20  2,483,853.48   sFT  0.99992977   +0 47 14.6
 AN2077;UTM  14      - 3,172,650.242   657,044.389   MT  0.99990437   +0 46 16.6
 AN2077
 AN2077                          SUPERSEDED SURVEY CONTROL
 AN2077
 AN2077  NAD 83(1986)-  28 40 17.46396(N)    097 23 34.07598(W) AD(       ) 4
 AN2077  NAD 27      -  28 40 16.49600(N)    097 23 33.10800(W) AD(       ) 3
 AN2077
 AN2077.Superseded values are not recommended for survey control.
 AN2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2077.See file dsdata.txt to determine how the superseded data were derived.
 AN2077
 AN2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS5704472650(NAD 83)
 AN2077_MARKER: 52 = STANDPIPE TANK
 AN2077
 AN2077  HISTORY     - Date     Condition        Report By
 AN2077  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2077
 AN2077                          STATION DESCRIPTION
 AN2077
 AN2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2077'LOCATED 100 FEET WEST OF THE SOUTHWEST CORNER OF THE PUBLIC
 AN2077'SCHOOL FOOTBALL FIELD AND 100 FEET SOUTH OF THE SOUTHEAST CORNER OF
 AN2077'A CEMETERY.  IT IS A ROUND STEEL STRUCTURE 100 FEET HIGH
 AN2077'AND PAINTED SILVER.  POINT OBSERVED UPON, THE TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2079 ***********************************************************************
 AN2079  DESIGNATION -  GOLIAD ST PAULS LUTH CH SPIRE
 AN2079  PID         -  AN2079
 AN2079  STATE/COUNTY-  TX/GOLIAD
 AN2079  USGS QUAD   -  ANDER (1987)
 AN2079
 AN2079                         *CURRENT SURVEY CONTROL
 AN2079  ___________________________________________________________________
 AN2079* NAD 83(1993)-  28 46 10.39486(N)    097 17 53.25091(W)     ADJUSTED  
 AN2079* NAVD 88     -                                                        
 AN2079  ___________________________________________________________________
 AN2079  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AN2079  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN2079
 AN2079  HORZ ORDER  -  THIRD
 AN2079
 AN2079.The horizontal coordinates were established by classical geodetic methods
 AN2079.and adjusted by the National Geodetic Survey in February 1996..
 AN2079
 AN2079
 AN2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2079
 AN2079.The geoid height was determined by GEOID03.
 AN2079
 AN2079;                    North         East     Units Scale Factor Converg.
 AN2079;SPC TXSC     - 4,104,968.846   766,174.725   MT  0.99991157   +0 50 01.6
 AN2079;SPC TXSC     -13,467,718.62  2,513,691.58   sFT  0.99991157   +0 50 01.6
 AN2079;UTM  14      - 3,183,642.420   666,142.017   MT  0.99994065   +0 49 09.4
 AN2079
 AN2079                          SUPERSEDED SURVEY CONTROL
 AN2079
 AN2079  NAD 83(1986)-  28 46 10.40197(N)    097 17 53.23568(W) AD(       ) 4
 AN2079  NAD 27      -  28 46 09.43000(N)    097 17 52.28000(W) AD(       ) 3
 AN2079
 AN2079.Superseded values are not recommended for survey control.
 AN2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2079.See file dsdata.txt to determine how the superseded data were derived.
 AN2079
 AN2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6614283642(NAD 83)
 AN2079_MARKER: 90 = CHURCH SPIRE
 AN2079
 AN2079  HISTORY     - Date     Condition        Report By
 AN2079  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2079
 AN2079                          STATION DESCRIPTION
 AN2079
 AN2079'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1437 ***********************************************************************
 AB1437  DESIGNATION -  GOLONDRINA WINDMILL
 AB1437  PID         -  AB1437
 AB1437  STATE/COUNTY-  TX/KENEDY
 AB1437  USGS QUAD   -  SOUTH OF POTRERO LOPENO NW (1975)
 AB1437
 AB1437                         *CURRENT SURVEY CONTROL
 AB1437  ___________________________________________________________________
 AB1437* NAD 83(1993)-  26 41 09.77284(N)    097 29 31.91357(W)     ADJUSTED  
 AB1437* NAVD 88     -                                                        
 AB1437  ___________________________________________________________________
 AB1437  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 AB1437  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AB1437
 AB1437  HORZ ORDER  -  THIRD
 AB1437
 AB1437.The horizontal coordinates were established by classical geodetic methods
 AB1437.and adjusted by the National Geodetic Survey in February 1996..
 AB1437
 AB1437
 AB1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1437
 AB1437.The geoid height was determined by GEOID03.
 AB1437
 AB1437;                    North         East     Units Scale Factor Converg.
 AB1437;SPC TX S     - 5,113,339.657   400,295.432   MT  0.99990981   +0 27 27.2
 AB1437;SPC TX S     -16,776,015.19  1,313,302.60   sFT  0.99990981   +0 27 27.2
 AB1437;UTM  14      - 2,952,549.595   650,020.441   MT  0.99987786   +0 40 38.2
 AB1437
 AB1437                          SUPERSEDED SURVEY CONTROL
 AB1437
 AB1437  NAD 83(1986)-  26 41 09.78732(N)    097 29 31.88141(W) AD(       ) 4
 AB1437  NAD 27      -  26 41 08.56400(N)    097 29 30.94100(W) AD(       ) 3
 AB1437
 AB1437.Superseded values are not recommended for survey control.
 AB1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1437.See file dsdata.txt to determine how the superseded data were derived.
 AB1437
 AB1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5002052550(NAD 83)
 AB1437_MARKER: 66 = WINDMILL
 AB1437
 AB1437  HISTORY     - Date     Condition        Report By
 AB1437  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1437
 AB1437                          STATION DESCRIPTION
 AB1437
 AB1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1437'LOCATED ON THE NORIAS SECTION OF THE KING RANCH APPROXIMATELY
 AB1437'19 MILES SE OF SARITA AND 18 MILES E OF NORIAS, 1.75 MILES W OF E
 AB1437'SHORE OF LAGUNA MADRE.
 AB1437'
 AB1437'TO REACH FROM NORIAS RANCH HEADQUARTERS, FROM THE BIG TIN BARN
 AB1437'GO 0.1 MILE N ON PAVED ROAD TO FORK, TAKE RIGHT FORK AND GO 0.45
 AB1437'MILE TO GATE AT E ENTRANCE TO RANCH HEADQUARTERS, PASS THROUGH
 AB1437'GATE AND CONTINUE 0.85 MILES TO GATE, PASS THROUGH GATE AND
 AB1437'CONTINUE 2.3 MILES TO FORK, TAKE LEFT FORK, CONTINUE 4.4 MILES TO
 AB1437'GATE, PASS THROUGH GATE AND GO 1.3 MILES TO FORK AND TRIANGLE
 AB1437'BLAZE TREE ON LEFT (THIS FORK IS ABOUT 150 FEET BEFORE REACHING
 AB1437'FORK OF PAVED ROAD), TAKE RIGHT FORK ONTO TRACK ROAD AND GO
 AB1437'100 FEET TO CROSSROAD, CONTINUE STRAIGHT AHEAD ON TRACK ROAD
 AB1437'FOR 1.7 MILES TO REVERSE FORK, CONTINUE STRAIGHT AHEAD FOR
 AB1437'2.05 MILES TO EL CORTADO WINDMILL ON RIGHT.  FROM THE E SIDE OF
 AB1437'FENCE ENCLOSURE AROUND WINDMILL, TAKE LEFT FORK FOR 1.1
 AB1437'MILES TO GATE IN E-W FENCE, TURN LEFT (E) ONTO ROAD ON N SIDE
 AB1437'OF FENCE FOR 0.2 MILE TO GATE, PASS THROUGH GATE CONTINUE 0.1
 AB1437'MILE TO WINDMILL ON RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.4
 AB1437'MILE TO GATE ON RIGHT, CONTINUE STRAIGHT AHEAD 0.4 MILE TO
 AB1437'FORK, TAKE RIGHT FORK FOR 1.0 MILE TO FORK, TAKE LEFT FORK
 AB1437'0.35 MILE TO WINDMILL ON RIGHT AND STATION SITE.
 AB1437'
 AB1437'STATION IS CENTER OF A STEEL WINDMILL TOWER 30 FEET HIGH.
 AB1437'
 AB1437'IT IS IN THE CENTER OF A WIRE PEN 18 FEET SQUARE, 8 FEET NW OF
 AB1437'A PINE TREE, 24 FEET W OF W EDGE OF CONCRETE WATER TROUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0725 ***********************************************************************
 DQ0725  DESIGNATION -  GOMEZ
 DQ0725  PID         -  DQ0725
 DQ0725  STATE/COUNTY-  TX/TERRY
 DQ0725  USGS QUAD   -  GOMEZ (1969)
 DQ0725
 DQ0725                         *CURRENT SURVEY CONTROL
 DQ0725  ___________________________________________________________________
 DQ0725* NAD 83(1993)-  33 12 11.96959(N)    102 22 39.72412(W)     ADJUSTED  
 DQ0725* NAVD 88     -      1033.4    (meters)    3390.     (feet)  VERTCON   
 DQ0725  ___________________________________________________________________
 DQ0725  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 DQ0725  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 DQ0725
 DQ0725  HORZ ORDER  -  SECOND
 DQ0725
 DQ0725.The horizontal coordinates were established by classical geodetic methods
 DQ0725.and adjusted by the National Geodetic Survey in February 1996..
 DQ0725
 DQ0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0725
 DQ0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0725
 DQ0725.The geoid height was determined by GEOID03.
 DQ0725
 DQ0725;                    North         East     Units Scale Factor Converg.
 DQ0725;SPC TXNC     - 2,177,071.158   238,576.710   MT  0.99987611   -2 06 53.6
 DQ0725;SPC TXNC     - 7,142,607.62    782,730.42   sFT  0.99987611   -2 06 53.6
 DQ0725;UTM  13      - 3,676,892.360   744,435.243   MT  1.00033673   +1 26 12.2
 DQ0725
 DQ0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0725!SPC TXNC     -   0.99984146  x   0.99987611  =   0.99971759
 DQ0725!UTM  13      -   0.99984146  x   1.00033673  =   1.00017813
 DQ0725
 DQ0725:                Primary Azimuth Mark                     Grid Az
 DQ0725:SPC TXNC     -  GOMEZ AZ MK                              152 02 15.3
 DQ0725:UTM  13      -  GOMEZ AZ MK                              148 29 09.5
 DQ0725
 DQ0725|---------------------------------------------------------------------|
 DQ0725| PID    Reference Object                     Distance      Geod. Az  |
 DQ0725|                                                           dddmmss.s |
 DQ0725| CJ6499 GOMEZ AZ MK                                        1495521.7 |
 DQ0725| CJ6500 GOMEZ RM 1                           25.149 METERS 27601     |
 DQ0725| CJ6501 GOMEZ RM 2                           21.927 METERS 35857     |
 DQ0725|---------------------------------------------------------------------|
 DQ0725
 DQ0725                          SUPERSEDED SURVEY CONTROL
 DQ0725
 DQ0725  NAD 83(1986)-  33 12 11.97824(N)    102 22 39.71821(W) AD(       ) 2
 DQ0725  NAD 27      -  33 12 11.64000(N)    102 22 38.04200(W) AD(       ) 2
 DQ0725  NGVD 29 (07/19/86) 1033.0    (m)         3389.     (f) VERT ANG       
 DQ0725
 DQ0725.Superseded values are not recommended for survey control.
 DQ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0725.See file dsdata.txt to determine how the superseded data were derived.
 DQ0725
 DQ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4443576892(NAD 83)
 DQ0725_MARKER: DS = TRIANGULATION STATION DISK
 DQ0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0725
 DQ0725  HISTORY     - Date     Condition        Report By
 DQ0725  HISTORY     - 1935     MONUMENTED       CGS
 DQ0725  HISTORY     - 1937     POOR             CGS
 DQ0725  HISTORY     - 1955     POOR             CGS
 DQ0725
 DQ0725                          STATION DESCRIPTION
 DQ0725
 DQ0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0725'STATION IS ABOUT 1.5 MILES N OF THE GOMEZ POST OFFICE, ON U.S.
 DQ0725'HIGHWAY 62.  THE STATION IS ON THE HIGHEST GROUND IN THE VICINITY
 DQ0725'EXCEPT FOR CULTIVATED FIELD 1/4 MILE NE.  IT IS 0.5 MILE N
 DQ0725'OF A GRADED ROAD T-INTERSECTION WITH STEM S, AND 0.5 MILE ENE OF
 DQ0725'A WHITE HOUSE AND A WINDMILL.  IT IS W 1 FOOT OF A N-S FENCE
 DQ0725'AND IS 12 FEET S OF T-INTERSECTION OF A FENCE STEM W.
 DQ0725'
 DQ0725'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0725'BRONZE DISKS SET IN CONCRETE.
 DQ0725'
 DQ0725'REFERENCE MARK NO. 1 IS W OF STATION, IS 1 FOOT S OF THE W FENCE.
 DQ0725'
 DQ0725'REFERENCE MARK NO. 2 IS N OF STATION AND IS 1 FOOT W OF THE
 DQ0725'FENCE AND BOTH MARKS PROJECT 8 INCHES.
 DQ0725'
 DQ0725'THE AZIMUTH MARK IS ABOUT 0.45 MILE SE OF THE STATION AND IS
 DQ0725'9 FEET E OF E GATEPOST, OF GATE IN E-W FARMYARD FENCE.  IT IS
 DQ0725'174 FEET NE OF NE CORNER OF FARMHOUSE.  IT PROJECTS 8 INCHES.
 DQ0725'
 DQ0725'THE STATION IS REACHED FROM THE GOMEZ POST OFFICE BY DRIVING
 DQ0725'DUE N ON A GRADED ROAD 1.0 MILE, T-INTERSECTION, TURN RIGHT OR
 DQ0725'E AND DRIVE 0.2 MILE TO FIRST HOUSE.  LEAVE GRADED ROAD, TURN
 DQ0725'LEFT OR N ON E SIDE OF WHITE HOUSE, PASS THROUGH WIRE GATE A
 DQ0725'FEW YARDS NE OF HOUSE, DRIVE N ON TRACK ROAD 0.55 MILE,
 DQ0725'T-INTERSECTION, STEM S.  TURN LEFT OR W AND GO 0.25 MILE TO
 DQ0725'T-INTERSECTION OF FENCES, AND STATION.
 DQ0725'
 DQ0725'A 35-FOOT STAND WAS ERECTED.
 DQ0725'
 DQ0725'NOTE--LETTER DATED 6/10/37 FROM J.W. PECKHAM BROWN FIELD TEXAS,
 DQ0725'STATES THE STATION AND WITNESS MARK NO. 2 HAVE EVIDENTLY BEEN
 DQ0725'DESTROYED.  WITNESS MARKS NOS. 1 AND 3 WERE EASILY LOCATED.
 DQ0725
 DQ0725                          STATION RECOVERY (1937)
 DQ0725
 DQ0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (CAS)
 DQ0725'THE STATION MARK, SUBSURFACE MARK, AND REFERENCE MARK NO. 2 WERE
 DQ0725'ALL LYING ON TOP OF THE GROUND.  IT IS NOT KNOWN WHETHER THIS
 DQ0725'WAS CAUSED BY GRADING OPERATIONS ON THE HIGHWAY OR WIND EROSION,
 DQ0725'OR A COMBINATION OF THE TWO.  REFERENCE MARK NO. 1 WAS RECOVERED
 DQ0725'INTACT BUT THE WIND HAD LOWERED THE GROUND LEVEL ABOUT 12 INCHES
 DQ0725'AT THAT POINT SO THAT THE MARK NOW PROJECTS ABOUT 18 INCHES
 DQ0725'ABOVE THE GROUND.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 DQ0725'CONDITION, IT HAS NOT BEEN DAMAGED BY EROSION TO DATE.
 DQ0725'
 DQ0725'THE ORIGINAL STATION MARK AND SUBSURFACE MARK WERE RESET AT A
 DQ0725'POINT ABOUT 29 FEET W OF THEIR ORIGINAL POSITION AND APPROXIMATELY
 DQ0725'ON LINE BETWEEN THE ORIGINAL POSITION AND REFERENCE MARK NO. 1.
 DQ0725'THE SUBSURFACE MARK WAS SET IN FRESH CONCRETE ABOUT 4 FEET
 DQ0725'BELOW THE PRESENT GROUND SURFACE, ABOUT 3 INCHES OF DIRT WAS
 DQ0725'SPREAD OVER THE SUBMARK AND THEN THE SURFACE MARK WAS SET
 DQ0725'VERTICALLY ABOVE IT.  THE TOP OF THE SURFACE MARK IS ABOUT 8 INCHES
 DQ0725'BELOW THE PRESENT GROUND SURFACE.  REFERENCE MARK NO. 2 WAS
 DQ0725'RESET IN A NEW LOCATION, IT NOW PROJECTS ABOUT 3 INCHES ABOVE
 DQ0725'THE GROUND SURFACE.
 DQ0725'
 DQ0725'THE DISTANCE FROM REFERENCE MARK NO. 1 TO THE AZIMUTH MARK WAS
 DQ0725'TAPED TWO WAYS WITH A 300-FOOT TAPE OVER A PLOUGHED FIELD WHICH
 DQ0725'IS PRACTICALLY LEVEL.  NO CORRECTIONS WERE MADE FOR GRADE,
 DQ0725'CATENARY, TENSION, OR TEMPERATURE.  THIS DISTANCE WAS TAPED IN
 DQ0725'ORDER THAT THE AZIMUTH OF THE LINE (REFERENCE MARK NO. 1 -
 DQ0725'AZIMUTH MARK) MAY BE COMPUTED AND THE GEOGRAPHIC POSITION OF THE
 DQ0725'AZIMUTH MARK MAY BE COMPUTED.  THE DISTANCES WERE ALSO MEASURED
 DQ0725'BETWEEN THE NEW STATION AND BOTH REFERENCE MARKS, AND BETWEEN
 DQ0725'THE TWO REFERENCE MARKS.  THE ANGLES BETWEEN THE THREE MARKS
 DQ0725'WERE MEASURED AT REFERENCE MARK NO. 1 AND ALSO AT THE NEW STATION
 DQ0725'MARK.
 DQ0725
 DQ0725                          STATION RECOVERY (1955)
 DQ0725
 DQ0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 DQ0725'THE SITE OF THIS MARK IS NOW INDEFINITE DUE TO EXTENSIVE
 DQ0725'CULTIVATION AND HIGHWAY CONSTRUCTION.  ALL FENCES AND RIGHT-OF-WAY
 DQ0725'LINES HAVE BEEN CHANGED, AND THE PROBABLE SITE OF THE MARK
 DQ0725'IS NOW IN THE DRAINAGE DITCH ALONG THE W SIDE OF A WIDE GRADED
 DQ0725'ROAD.  CULTIVATION EXTENDS INTO THE DRAINAGE DITCH.  THE STATION,
 DQ0725'REFERENCE, AND AZIMUTH MARKS ARE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0726 ***********************************************************************
 DQ0726  DESIGNATION -  GOMEZ 2
 DQ0726  PID         -  DQ0726
 DQ0726  STATE/COUNTY-  TX/TERRY
 DQ0726  USGS QUAD   -  GOMEZ (1969)
 DQ0726
 DQ0726                         *CURRENT SURVEY CONTROL
 DQ0726  ___________________________________________________________________
 DQ0726* NAD 83(1993)-  33 12 12.00067(N)    102 22 40.06501(W)     ADJUSTED  
 DQ0726* NAVD 88     -      1033.     (meters)    3389.     (feet)  SCALED    
 DQ0726  ___________________________________________________________________
 DQ0726  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 DQ0726  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 DQ0726
 DQ0726  HORZ ORDER  -  THIRD
 DQ0726
 DQ0726.The horizontal coordinates were established by classical geodetic methods
 DQ0726.and adjusted by the National Geodetic Survey in February 1996..
 DQ0726
 DQ0726.The orthometric height was scaled from a topographic map.
 DQ0726
 DQ0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0726
 DQ0726.The geoid height was determined by GEOID03.
 DQ0726
 DQ0726;                    North         East     Units Scale Factor Converg.
 DQ0726;SPC TXNC     - 2,177,072.441   238,567.923   MT  0.99987611   -2 06 53.7
 DQ0726;SPC TXNC     - 7,142,611.83    782,701.59   sFT  0.99987611   -2 06 53.7
 DQ0726;UTM  13      - 3,676,893.096   744,426.390   MT  1.00033667   +1 26 12.0
 DQ0726
 DQ0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0726!SPC TXNC     -   0.99984146  x   0.99987611  =   0.99971759
 DQ0726!UTM  13      -   0.99984146  x   1.00033667  =   1.00017807
 DQ0726
 DQ0726:                Primary Azimuth Mark                     Grid Az
 DQ0726:SPC TXNC     -  NEEDMORE MICROWAVE TOWER                 024 12 07.4
 DQ0726:UTM  13      -  NEEDMORE MICROWAVE TOWER                 020 39 01.7
 DQ0726
 DQ0726|---------------------------------------------------------------------|
 DQ0726| PID    Reference Object                     Distance      Geod. Az  |
 DQ0726|                                                           dddmmss.s |
 DQ0726| DQ0729 NEEDMORE MICROWAVE TOWER            APPROX.12.1 KM 0220513.7 |
 DQ0726| CJ6505 GOMEZ 2 RM 5                          8.843 METERS 09608     |
 DQ0726| DQ0717 BROWNFIELD MUNICIPAL TANK           APPROX. 9.2 KM 1062043.4 |
 DQ0726| CJ6506 GOMEZ 2 RM 6                         10.178 METERS 32325     |
 DQ0726|---------------------------------------------------------------------|
 DQ0726
 DQ0726                          SUPERSEDED SURVEY CONTROL
 DQ0726
 DQ0726  NAD 83(1986)-  33 12 12.00924(N)    102 22 40.05880(W) AD(       ) 3
 DQ0726  NAD 27      -  33 12 11.67100(N)    102 22 38.38300(W) AD(       ) 3
 DQ0726
 DQ0726.Superseded values are not recommended for survey control.
 DQ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0726.See file dsdata.txt to determine how the superseded data were derived.
 DQ0726
 DQ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4442676893(NAD 83)
 DQ0726_MARKER: Z = SEE DESCRIPTION
 DQ0726_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DQ0726
 DQ0726  HISTORY     - Date     Condition        Report By
 DQ0726  HISTORY     - 1937     MONUMENTED       CGS
 DQ0726  HISTORY     - 1955     SEE DESCRIPTION  CGS
 DQ0726  HISTORY     - 1979     GOOD             NGS
 DQ0726
 DQ0726                          STATION DESCRIPTION
 DQ0726
 DQ0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CAS)
 DQ0726'STATION IS LOCATED ABOUT 6 MILES W BY N FROM THE CITY OF
 DQ0726'BROWNFIELD, 1-1/2 MILES N OF A FILLING STATION ON U.S. HIGHWAY
 DQ0726'62 (FORMERLY GOMEZ POST OFFICE).  THE STATION MARK WAS SET ON THE
 DQ0726'W RIGHT-OF-WAY OF A N-S SECTION LINE ROAD AT THE CREST OF
 DQ0726'A GENTLE RISE.  THERE ARE CULTIVATED FIELDS ON BOTH SIDES OF
 DQ0726'THIS ROAD BUT THE FIELDS ARE COVERED WITH DRIFTING SAND.  THE
 DQ0726'SECTION LINE ROAD IS NOT BEING USED VERY MUCH AT THIS TIME.
 DQ0726'
 DQ0726'REFERENCE MARK NO. 1 IS IN A CULTIVATED FIELD ABOUT 400 FEET
 DQ0726'N OF AN E-W BARB-WIRE FENCE, AND 83 FEET W OF THE CENTER LINE
 DQ0726'OF THE SECTION LINE ROAD.
 DQ0726'
 DQ0726'REFERENCE MARK NO. 2 IS 3 FEET N OF A FENCE CORNER, AND ON THE
 DQ0726'W RIGHT-OF-WAY OF THE N-S SECTION LINE ROAD.
 DQ0726'
 DQ0726'THE AZIMUTH MARK IS SE OF THE STATION, 1/4 MILE E OF THE N-S
 DQ0726'SECTION LINE ROAD, ABOUT 75 YARDS NE OF A WHITE FARMHOUSE, AND
 DQ0726'1 FOOT S OF E-W FENCE LINE.
 DQ0726'
 DQ0726'TO REACH THE STATION FROM THE TERRY COUNTY COURTHOUSE IN
 DQ0726'BROWNFIELD, GO W ON U.S. HIGHWAY 62 FOR 5.6 MILES TO A FILLING
 DQ0726'STATION AT A CROSSROADS.  TURN RIGHT HERE AND GO N FOR 0.95
 DQ0726'MILE TO ANOTHER CROSSROADS.  CONTINUE N (STRAIGHT AHEAD) FOR
 DQ0726'0.45 MILE OR 400 FEET N OF FENCE ON LEFT TO STATION GOMEZ 2 ON
 DQ0726'THE W SIDE OF ROAD.
 DQ0726
 DQ0726                          STATION RECOVERY (1955)
 DQ0726
 DQ0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 DQ0726'THE SITE OF THIS STATION IS NOW INDEFINITE DUE TO EXTENSIVE
 DQ0726'CULTIVATION AND HIGHWAY CONSTRUCTION.  ALL FENCES AND RIGHT-OF-WAY
 DQ0726'LINES HAVE BEEN CHANGED, AND THE PROBABLE SITE OF THE STATION
 DQ0726'MARK IS NOW IN THE W SIDE OF THE HIGHWAY RIGHT-OF-WAY BUT
 DQ0726'UNDER CULTIVATION.  THE ONLY MONUMENT FOUND AT THIS SITE WAS THE
 DQ0726'AZIMUTH MARK WHICH HAD BEEN MOVED BY CULTIVATION MACHINERY AND
 DQ0726'WAS LYING IN A SAND DRIFT ABOUT 0.5 MI. SE OF THE STATION SITE.
 DQ0726'THE SUBSURFACE MARK COULD BE FOUND BY TRIANGULATION ONLY OR BY
 DQ0726'EXTENSIVE DIGGING.
 DQ0726
 DQ0726                          STATION RECOVERY (1979)
 DQ0726
 DQ0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 DQ0726'THE STATION SUB-SURFACE MARK WAS RECOVERED AND FOUND IN GOOD
 DQ0726'CONDITION.  THE STATION SURFACE MARK, REFERENCE MARKS NO. 1, NO. 2 AND
 DQ0726'THE AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED BY FARMING
 DQ0726'OPERATION.  THE STATION SURFACE MARK AND REFERENCE MARKS NO.5 AND NO.6
 DQ0726'WERE ESTABLISHED.
 DQ0726'
 DQ0726'POLARIS WAS OBSERVED.
 DQ0726'
 DQ0726'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DQ0726'
 DQ0726'THE STATION IS LOCATED ABOUT 6 MILES WEST
 DQ0726'NORTHWEST OF BROWNFIELD, 1.5 MILES NORTH OF U.S. HIGHWAYS 82 AND 380,
 DQ0726'AND ON THE WEST RIGHT OF WAY OF FARM ROAD 303.
 DQ0726'
 DQ0726'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62, 82, 380
 DQ0726'AND 385 IN BROWNFIELD.  GO WEST ON U.S. HIGHWAYS 82 AND 380 FOR 6.15
 DQ0726'MILES TO THE JUNCTION OF FARM ROAD 303.  TURN RIGHT AND GO
 DQ0726'NORTH ON FARM ROAD 303 FOR 1.5 MILES TO STATION ON THE LEFT.
 DQ0726'
 DQ0726'STATION SURFACE MARK IS A STANDARD DISK STAMPED GOMEZ 2 1939 1979
 DQ0726'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 8 INCHES
 DQ0726'BELOW THE SURFACE OF THE GROUND.  WITH METAL PLUG PLACED OVER
 DQ0726'MARK.  THE SUB-SURFACE MARK IS A STANDARD DISK STAMPED GOMEZ 2 1939
 DQ0726'1979, SET IN IRREGULAR MASS OF CONCRETE ABOUT 30 INCHES BELOW THE
 DQ0726'SURFACE OF THE GROUND AND HAS A METAL PLUG PLACED IN CONCRETE.  THE
 DQ0726'MARK IS 34.4 FEET SOUTHEAST OF A TELEPHONE POLE, 29 FEET WEST OF
 DQ0726'CENTER OF ROAD, 10 FEET SOUTH OF THE CENTER OF A FIELD ROAD AND 34
 DQ0726'FEET SOUTHEAST OF A METAL WITNESS POST.
 DQ0726'
 DQ0726'REFERENCE MARK NO.5 IS A RAILROAD SPIKE DRIVEN FLUSH IN THE YELLOW
 DQ0726'STRIP OF THE CENTER LINE OF HIGHWAY AND THE HEAD OF SPIKE STAMPED NO 5
 DQ0726'1979.  IT IS 58 FEET SOUTHEAST OF A METAL WITNESS POST.
 DQ0726'
 DQ0726'REFERENCE MARK NO.6 IS A STANDARD DISK STAMPED GOMEZ 2 1939 NO.6 1979
 DQ0726'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 DQ0726'51 FEET WEST OF THE CENTER OF HIGHWAY, 16 FEET NORTH OF THE CENTER OF
 DQ0726'A FIELD ROAD, 1-FOOT EAST OF A TELEPHONE POLE AND 1 FOOT EAST OF A
 DQ0726'METAL WITNESS POST.
 DQ0726'
 DQ0726'REASON THE RAILROAD SPIKE WAS USED FOR A REFERENCE MARK IS DUE TO
 DQ0726'FARMING OPERATION TO EDGE OF THE SURFACE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2007 ***********************************************************************
 FL2007  DESIGNATION -  GONE
 FL2007  PID         -  FL2007
 FL2007  STATE/COUNTY-  TX/GRAY
 FL2007  USGS QUAD   -  DEEP LAKE (1968)
 FL2007
 FL2007                         *CURRENT SURVEY CONTROL
 FL2007  ___________________________________________________________________
 FL2007* NAD 83(1993)-  35 21 27.83503(N)    100 58 43.41966(W)     ADJUSTED  
 FL2007* NAVD 88     -       995.     (meters)    3264.     (feet)  SCALED    
 FL2007  ___________________________________________________________________
 FL2007  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 FL2007  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL2007
 FL2007  HORZ ORDER  -  SECOND
 FL2007
 FL2007.The horizontal coordinates were established by classical geodetic methods
 FL2007.and adjusted by the National Geodetic Survey in February 1996..
 FL2007
 FL2007.The orthometric height was scaled from a topographic map.
 FL2007
 FL2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2007
 FL2007.The geoid height was determined by GEOID03.
 FL2007
 FL2007;                    North         East     Units Scale Factor Converg.
 FL2007;SPC TX N     - 1,150,747.000   247,373.551   MT  0.99991142   +0 18 07.5
 FL2007;SPC TX N     - 3,775,409.12    811,591.39   sFT  0.99991142   +0 18 07.5
 FL2007;UTM  14      - 3,914,512.259   320,215.273   MT  0.99999834   -1 08 43.3
 FL2007
 FL2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2007!SPC TX N     -   0.99984788  x   0.99991142  =   0.99975931
 FL2007!UTM  14      -   0.99984788  x   0.99999834  =   0.99984622
 FL2007
 FL2007|---------------------------------------------------------------------|
 FL2007| PID    Reference Object                     Distance      Geod. Az  |
 FL2007|                                                           dddmmss.s |
 FL2007| CK9733 GONE RM 1                            38.673 METERS 12642     |
 FL2007| CK9734 GONE RM 2                            36.161 METERS 22928     |
 FL2007| CK9732 GONE AZ MK                                         2683658.9 |
 FL2007|---------------------------------------------------------------------|
 FL2007
 FL2007                          SUPERSEDED SURVEY CONTROL
 FL2007
 FL2007  NAD 83(1993)-  35 21 27.83752(N)    100 58 43.41819(W) AD(       ) 2
 FL2007  NAD 83(1986)-  35 21 27.84081(N)    100 58 43.40987(W) AD(       ) 2
 FL2007  NAD 27      -  35 21 27.67000(N)    100 58 41.87000(W) AD(       ) 2
 FL2007
 FL2007.Superseded values are not recommended for survey control.
 FL2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2007.See file dsdata.txt to determine how the superseded data were derived.
 FL2007
 FL2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2021514512(NAD 83)
 FL2007_MARKER: DS = TRIANGULATION STATION DISK
 FL2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2007
 FL2007  HISTORY     - Date     Condition        Report By
 FL2007  HISTORY     - 1951     MONUMENTED       CGS
 FL2007
 FL2007                          STATION DESCRIPTION
 FL2007
 FL2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2007'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF PAMPA, 6 MILES
 FL2007'EAST OF THE CARSON COUNTY LINE, 51 FEET NORTH OF THE APPROXIMATE
 FL2007'CENTER OF A DIRT ROAD, 19 FEET NORTH OF A WITNESS POST, AND IN
 FL2007'A CULTIVATED FIELD.  IT IS ON THE PROPERTY OF MR. PAUL WAGONER.
 FL2007'THE MARK IS 2 FEET BELOW THE SURFACE, AND THE DISK IS STAMPED
 FL2007'GONE 1951.
 FL2007'
 FL2007'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE APPROXIMATE CENTER
 FL2007'OF A DIRT ROAD AND 2 FEET NORTH OF A FENCE LINE.  THE MARK
 FL2007'PROJECTS 4 INCHES, AND THE DISK IS STAMPED GONE NO 1 1951.
 FL2007'
 FL2007'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE APPROXIMATE CENTER
 FL2007'OF A DIRT ROAD AND 2 FEET NORTH OF A FENCE LINE.  THE MARK
 FL2007'PROJECTS 4 INCHES, AND THE DISK IS STAMPED GONE NO 2 1951.
 FL2007'
 FL2007'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FL2007'A DIRT ROAD, 3 FEET NORTHEAST OF A FENCE CORNER, AND 2 FEET
 FL2007'NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES,
 FL2007'AND THE DISK IS STAMPED GONE 1951.
 FL2007'
 FL2007'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 FL2007'STATE ROUTE 70 WHICH IS IN THE SOUTHERN EDGE OF PAMPA.  GO SOUTH
 FL2007'ON STATE ROUTE 70 FOR 11.8 MILES TO A SIDE ROAD RIGHT, TURN
 FL2007'RIGHT AND GO WEST FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 FL2007'
 FL2007'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO WEST FOR
 FL2007'0.7 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FL2007'
 FL2007'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1366 ***********************************************************************
 AX1366  DESIGNATION -  GONZALES
 AX1366  PID         -  AX1366
 AX1366  STATE/COUNTY-  TX/GONZALES
 AX1366  USGS QUAD   -  GONZALES NORTH (1981)
 AX1366
 AX1366                         *CURRENT SURVEY CONTROL
 AX1366  ___________________________________________________________________
 AX1366* NAD 83(1986)-  29 30 24.     (N)    097 26 11.     (W)     SCALED    
 AX1366* NAVD 88     -        89.09   (+/-2cm)     292.3    (feet)  VERTCON   
 AX1366  ___________________________________________________________________
 AX1366  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AX1366
 AX1366  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1366
 AX1366.The horizontal coordinates were scaled from a topographic map and have
 AX1366.an estimated accuracy of +/- 6 seconds.
 AX1366
 AX1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1366.The vertical order pertains to the NGVD 29 superseded value.
 AX1366
 AX1366.The geoid height was determined by GEOID03.
 AX1366
 AX1366;                    North         East    Units  Estimated Accuracy
 AX1366;SPC TXSC     - 4,186,460.      751,580.      MT  (+/- 180 meters Scaled)
 AX1366
 AX1366                          SUPERSEDED SURVEY CONTROL
 AX1366
 AX1366  NGVD 29 (??/??/92)   89.054  (m)          292.17   (f) ADJ UNCH    2 0
 AX1366
 AX1366.Superseded values are not recommended for survey control.
 AX1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1366.See file dsdata.txt to determine how the superseded data were derived.
 AX1366
 AX1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT515651(NAD 83)
 AX1366_MARKER: DM = MAGNETIC STATION DISK
 AX1366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1366_SP_SET: MONUMENT
 AX1366_STAMPING: 1924
 AX1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1366+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 AX1366
 AX1366  HISTORY     - Date     Condition        Report By
 AX1366  HISTORY     - UNK      MONUMENTED       CGS
 AX1366  HISTORY     - 1971     GOOD             NGS
 AX1366  HISTORY     - 20031001 GOOD             USPSQD
 AX1366
 AX1366                          STATION DESCRIPTION
 AX1366
 AX1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX1366'IN GONZALES.
 AX1366'1.0 MILE EAST ALONG ST. LAWRENCE STREET (STATE HIGHWAY 304) FROM THE
 AX1366'COUNTY COURTHOUSE IN GONZALES, AT THE INTERSECTION WITH FAIR STREET,
 AX1366'IN THE NORTHEAST PART OF THE PLAYGROUND OF THE EAST AVENUE ELEMENTARY
 AX1366'SCHOOL, 210 FEET EAST OF THE NORTHEAST CORNER OF A SCHOOL BUILDING,
 AX1366'118 FEET SOUTH OF THE NORTHEAST CORNER POST OF THE FENCE AROUND THE
 AX1366'YARD, 100 FEET SOUTH OF THE NORTH FENCE, 64 FEET WEST OF THE EAST
 AX1366'FENCE, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 AX1366
 AX1366                          STATION RECOVERY (2003)
 AX1366
 AX1366'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX1366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1369 ***********************************************************************
 AX1369  DESIGNATION -  GONZALES AZ
 AX1369  PID         -  AX1369
 AX1369  STATE/COUNTY-  TX/GONZALES
 AX1369  USGS QUAD   -  GONZALES NORTH (1981)
 AX1369
 AX1369                         *CURRENT SURVEY CONTROL
 AX1369  ___________________________________________________________________
 AX1369* NAD 83(1986)-  29 30 20.     (N)    097 26 28.     (W)     SCALED    
 AX1369* NAVD 88     -        84.86   (+/-2cm)     278.4    (feet)  VERTCON   
 AX1369  ___________________________________________________________________
 AX1369  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AX1369
 AX1369  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1369
 AX1369.The horizontal coordinates were scaled from a topographic map and have
 AX1369.an estimated accuracy of +/- 6 seconds.
 AX1369
 AX1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1369.The vertical order pertains to the NGVD 29 superseded value.
 AX1369
 AX1369.The geoid height was determined by GEOID03.
 AX1369
 AX1369;                    North         East    Units  Estimated Accuracy
 AX1369;SPC TXSC     - 4,186,330.      751,130.      MT  (+/- 180 meters Scaled)
 AX1369
 AX1369                          SUPERSEDED SURVEY CONTROL
 AX1369
 AX1369  NGVD 29 (??/??/92)   84.822  (m)          278.29   (f) ADJ UNCH    2 0
 AX1369
 AX1369.Superseded values are not recommended for survey control.
 AX1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1369.See file dsdata.txt to determine how the superseded data were derived.
 AX1369
 AX1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT511650(NAD 83)
 AX1369_MARKER: DZ = AZIMUTH MARK DISK
 AX1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1369_SP_SET: MONUMENT
 AX1369_STAMPING: GONZALES MAG 1943
 AX1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1369
 AX1369  HISTORY     - Date     Condition        Report By
 AX1369  HISTORY     - 1943     MONUMENTED       CGS
 AX1369  HISTORY     - 1971     GOOD             NGS
 AX1369  HISTORY     - 20031001 MARK NOT FOUND   USPSQD
 AX1369
 AX1369                          STATION DESCRIPTION
 AX1369
 AX1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX1369'IN GONZALES.
 AX1369'RECOVERED IN GOOD CONDITION.  0.7 MILE EAST ALONG ST. LAWRENCE STREET
 AX1369'(STATE HIGHWAY 304) FROM THE COUNTY COURTHOUSE IN GONZALES, 158 FEET
 AX1369'NORTHEAST OF HEADWALL AT THE EAST END OF A CONCRETE BRIDGE, 42 FEET
 AX1369'SOUTHWEST OF THE SOUTHWEST CORNER OF A STUCCO BUILDING, 81 FEET EAST
 AX1369'OF THE SOUTHEAST CORNER OF A DAIRY KREEM BUILDING, 30 FEET NORTH OF
 AX1369'THE CENTER OF ST. LAWRENCE STREET, 22.5 FEET WEST OF A WATER METER
 AX1369'MANHOLE IN THE STREET, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 AX1369'WITH THE GROUND.
 AX1369
 AX1369                          STATION RECOVERY (2003)
 AX1369
 AX1369'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX1369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2590 ***********************************************************************
 AX2590  DESIGNATION -  GONZALES COUNTY CTHSE SPIRE
 AX2590  PID         -  AX2590
 AX2590  STATE/COUNTY-  TX/GONZALES
 AX2590  USGS QUAD   -  GONZALES NORTH (1981)
 AX2590
 AX2590                         *CURRENT SURVEY CONTROL
 AX2590  ___________________________________________________________________
 AX2590* NAD 83(1993)-  29 30 03.62929(N)    097 27 08.03278(W)     ADJUSTED  
 AX2590* NAVD 88     -                                                        
 AX2590  ___________________________________________________________________
 AX2590  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AX2590  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AX2590
 AX2590  HORZ ORDER  -  THIRD
 AX2590
 AX2590.The horizontal coordinates were established by classical geodetic methods
 AX2590.and adjusted by the National Geodetic Survey in February 1996..
 AX2590
 AX2590
 AX2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2590
 AX2590.The geoid height was determined by GEOID03.
 AX2590
 AX2590;                    North         East     Units Scale Factor Converg.
 AX2590;SPC TXSC     - 4,185,815.545   750,055.616   MT  0.99986743   +0 45 29.8
 AX2590;SPC TXSC     -13,732,963.17  2,460,807.47   sFT  0.99986743   +0 45 29.8
 AX2590;UTM  14      - 3,264,493.144   650,029.328   MT  0.99987774   +0 45 44.4
 AX2590
 AX2590                          SUPERSEDED SURVEY CONTROL
 AX2590
 AX2590  NAD 83(1986)-  29 30 03.63790(N)    097 27 08.02266(W) AD(       ) 4
 AX2590  NAD 27      -  29 30 02.78400(N)    097 27 07.05200(W) AD(       ) 3
 AX2590
 AX2590.Superseded values are not recommended for survey control.
 AX2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2590.See file dsdata.txt to determine how the superseded data were derived.
 AX2590
 AX2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT5002964493(NAD 83)
 AX2590_MARKER: 90 = CHURCH SPIRE
 AX2590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2590+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AX2590
 AX2590  HISTORY     - Date     Condition        Report By
 AX2590  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2590  HISTORY     - 20031001 GOOD             USPSQD
 AX2590  HISTORY     - 20050120 GOOD             USPSQD
 AX2590
 AX2590                          STATION DESCRIPTION
 AX2590
 AX2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2590'THIS INTERSECTION STATION IS THE SPIRE ON THE DOME OF THE
 AX2590'CLOCK TOWER OF THE GONZALES COUNTY COURTHOUSE, LOCATED IN
 AX2590'THE CENTER OF TOWER.  IT IS A RED BRICK BUILDING WITH A
 AX2590'DOME AND CLOCK TOWER ON THE TOP.  POINT OBSERVED UPON, THE
 AX2590'SPIRE ON THE TOP OF THE DOME.
 AX2590
 AX2590                          STATION RECOVERY (2003)
 AX2590
 AX2590'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX2590'RECOVERED IN GOOD CONDITION.
 AX2590
 AX2590                          STATION RECOVERY (2005)
 AX2590
 AX2590'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX2590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2593 ***********************************************************************
 AX2593  DESIGNATION -  GONZALES COUNTY MARK 1943
 AX2593  PID         -  AX2593
 AX2593  STATE/COUNTY-  TX/GONZALES
 AX2593  USGS QUAD   -  GONZALES NORTH (1981)
 AX2593
 AX2593                         *CURRENT SURVEY CONTROL
 AX2593  ___________________________________________________________________
 AX2593* NAD 83(1993)-  29 30 24.51817(N)    097 26 11.73696(W)     ADJUSTED  
 AX2593* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 AX2593  ___________________________________________________________________
 AX2593  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AX2593  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AX2593
 AX2593  HORZ ORDER  -  SECOND
 AX2593
 AX2593.The horizontal coordinates were established by classical geodetic methods
 AX2593.and adjusted by the National Geodetic Survey in February 1996..
 AX2593
 AX2593.The orthometric height was scaled from a topographic map.
 AX2593
 AX2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2593
 AX2593.The geoid height was determined by GEOID03.
 AX2593
 AX2593;                    North         East     Units Scale Factor Converg.
 AX2593;SPC TXSC     - 4,186,478.738   751,563.002   MT  0.99986773   +0 45 57.4
 AX2593;SPC TXSC     -13,735,138.99  2,465,752.95   sFT  0.99986773   +0 45 57.4
 AX2593;UTM  14      - 3,265,156.454   651,536.685   MT  0.99988335   +0 46 12.6
 AX2593
 AX2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2593!SPC TXSC     -   0.99999018  x   0.99986773  =   0.99985791
 AX2593!UTM  14      -   0.99999018  x   0.99988335  =   0.99987353
 AX2593
 AX2593                          SUPERSEDED SURVEY CONTROL
 AX2593
 AX2593  NAD 83(1986)-  29 30 24.52686(N)    097 26 11.72729(W) AD(       ) 2
 AX2593  NAD 27      -  29 30 23.67400(N)    097 26 10.75400(W) AD(       ) 2
 AX2593
 AX2593.Superseded values are not recommended for survey control.
 AX2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2593.See file dsdata.txt to determine how the superseded data were derived.
 AX2593
 AX2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT5153765156(NAD 83)
 AX2593_MARKER: N = NAIL
 AX2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2593+STABILITY: SURFACE MOTION
 AX2593
 AX2593  HISTORY     - Date     Condition        Report By
 AX2593  HISTORY     - 1943     MONUMENTED       TX-177
 AX2593  HISTORY     - 20031001 MARK NOT FOUND   USPSQD
 AX2593
 AX2593                          STATION DESCRIPTION
 AX2593
 AX2593'DESCRIBED BY GONZALES COUNTY TEXAS 1943
 AX2593'THE GONZALES COUNTY MARK IS 20 FEET W OF
 AX2593'THE JUNCTION OF THE CROSS STREET, AND STATE HIGHWAY 3, AND 4
 AX2593'FEET S OF THE CURB LINE.  THE MARK IS A 6-INCH CONCRETE
 AX2593'CYLINDER WITH A BRASS NAIL IN THE CENTER, SET FLUSH WITH THE
 AX2593'GROUND.  THE TOP OF THE CYLINDER IS STAMPED GONZALES COUNTY,
 AX2593'JUNE 1924, N, S. IN THE RESPECTIVE SIDES.
 AX2593'
 AX2593'TO REACH THE STATION FROM THE JUNCTIONS OF STATE ROUTES 3,
 AX2593'29, AND 200, ON THE N SIDE OF THE COURTHOUSE IN GONZALES.  GO
 AX2593'E ON STATE ROUTE 3 FOR 1.05 MILES TO THE GONZALES COTTON
 AX2593'MILLS ON THE LEFT AND CROSS STREETS.
 AX2593
 AX2593                          STATION RECOVERY (2003)
 AX2593
 AX2593'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX2593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2589 ***********************************************************************
 AX2589  DESIGNATION -  GONZALES MAGNETIC STATION
 AX2589  PID         -  AX2589
 AX2589  STATE/COUNTY-  TX/GONZALES
 AX2589  USGS QUAD   -  GONZALES NORTH (1981)
 AX2589
 AX2589                         *CURRENT SURVEY CONTROL
 AX2589  ___________________________________________________________________
 AX2589* NAD 83(1993)-  29 30 23.35243(N)    097 26 11.73700(W)     ADJUSTED  
 AX2589* NAVD 88     -        89.08   (+/-2cm)     292.3    (feet)  VERTCON   
 AX2589  ___________________________________________________________________
 AX2589  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AX2589  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AX2589
 AX2589  HORZ ORDER  -  FIRST
 AX2589  VERT ORDER  -  THIRD ? (See Below)
 AX2589
 AX2589.The horizontal coordinates were established by classical geodetic methods
 AX2589.and adjusted by the National Geodetic Survey in February 1996..
 AX2589
 AX2589.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2589.The vertical order pertains to the NGVD 29 superseded value.
 AX2589
 AX2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2589
 AX2589.The geoid height was determined by GEOID03.
 AX2589
 AX2589;                    North         East     Units Scale Factor Converg.
 AX2589;SPC TXSC     - 4,186,442.852   751,563.480   MT  0.99986771   +0 45 57.4
 AX2589;SPC TXSC     -13,735,021.26  2,465,754.52   sFT  0.99986771   +0 45 57.4
 AX2589;UTM  14      - 3,265,120.568   651,537.166   MT  0.99988335   +0 46 12.6
 AX2589
 AX2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2589!SPC TXSC     -   0.99999017  x   0.99986771  =   0.99985788
 AX2589!UTM  14      -   0.99999017  x   0.99988335  =   0.99987352
 AX2589
 AX2589|---------------------------------------------------------------------|
 AX2589| PID    Reference Object                     Distance      Geod. Az  |
 AX2589|                                                           dddmmss.s |
 AX2589| CV4120 GONZALES MAG STA RM 1                42.830 METERS 02925     |
 AX2589| AX2590 GONZALES COUNTY CTHSE SPIRE         APPROX. 1.6 KM 2481039.0 |
 AX2589| CV4119 GONZALES MAG STA AZ MK                             2550205.4 |
 AX2589| AX2592 GONZALES MUNICIPAL TANK             APPROX. 2.0 KM 2905054.7 |
 AX2589| CV4121 GONZALES MAG STA RM 2                45.558 METERS 29842     |
 AX2589| AX2594 GONZALES COTTON MILL TK 1943         64.309 METERS 34413     |
 AX2589|---------------------------------------------------------------------|
 AX2589
 AX2589                          SUPERSEDED SURVEY CONTROL
 AX2589
 AX2589  NAD 83(1986)-  29 30 23.36112(N)    097 26 11.72733(W) AD(       ) 1
 AX2589  NAD 27      -  29 30 22.50800(N)    097 26 10.75400(W) AD(       ) 1
 AX2589  NGVD 29 (07/19/86)   89.05   (m)          292.2    (f) LEVELING    3  
 AX2589
 AX2589.Superseded values are not recommended for survey control.
 AX2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2589.See file dsdata.txt to determine how the superseded data were derived.
 AX2589
 AX2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT5153765121(NAD 83)
 AX2589_MARKER: DM = MAGNETIC STATION DISK
 AX2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2589_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2589+STABILITY: SURFACE MOTION
 AX2589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2589+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 AX2589
 AX2589  HISTORY     - Date     Condition        Report By
 AX2589  HISTORY     - 1943     MONUMENTED       CGS
 AX2589  HISTORY     - 1943     GOOD             CGS
 AX2589  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX2589  HISTORY     - 1963     GOOD             CGS
 AX2589  HISTORY     - 1971     GOOD             NGS
 AX2589  HISTORY     - 19990914 GOOD             TXDOT
 AX2589  HISTORY     - 20031001 GOOD             USPSQD
 AX2589
 AX2589                          STATION DESCRIPTION
 AX2589
 AX2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2589'THE STATION IS LOCATED ABOUT 1.0 MILE E OF THE COURTHOUSE,
 AX2589'ON THE E END OF THE GONZALES STATE PARK.  IT IS 88.5 FEET
 AX2589'W OF THE CENTER OF THE CROSS STREETS, 131 FEET S OF THE
 AX2589'CENTER OF STATE HIGHWAY 3, AND 44 FEET N OF THE GUN MOUNT
 AX2589'AT THE E END OF THE PARK.  THE DISK IS A U.S. COAST AND
 AX2589'GEODETIC SURVEY MAGNETIC DISK SET IN A 4- BY 4-INCH SQUARE
 AX2589'CONCRETE POST, SET FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 AX2589'1924.
 AX2589'
 AX2589'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE,
 AX2589'AS DESCRIBED.
 AX2589'
 AX2589'REFERENCE MARK NO. 1 IS NE OF THE STATION, SET IN THE CURB
 AX2589'LINE OF THE STREET, 20 FEET S OF THE JUNCTION OF THE CROSS
 AX2589'STREET AND STATE HIGHWAY 3.  THE DISK IS STAMPED GONZALES
 AX2589'MAG., NO. 1 1943, AND IS SET FLUSH WITH THE GROUND.
 AX2589'
 AX2589'REFERENCE MARK NO. 2 IS NW OF THE STATION, 30 FEET S OF THE
 AX2589'CENTER OF STATE HIGHWAY 3, AND 1 FOOT S OF THE CURB LINE.
 AX2589'THE DISK IS STAMPED GONZALES MAG NO. 2 1943, AND IS SET FLUSH
 AX2589'WITH THE GROUND.
 AX2589'
 AX2589'THE AZIMUTH MARK IS 0.3 MILE W OF THE STATION, 51 FEET W OF
 AX2589'THE SW CORNER OF THE PARK VIEW GROVE FILLING STATION, 40 FEET N
 AX2589'OF THE CENTER OF STATE HIGHWAY 3, AND 5 FEET N OF A TELEPHONE
 AX2589'POLE.  THE DISK IS STAMPED GONZALES MAG 1943, AND PROJECTS
 AX2589'3 INCHES.  TO REACH FROM THE STATION.  GO W ON STATE HIGHWAY
 AX2589'3 FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 AX2589'
 AX2589'THE GONZALES COUNTY MARK IS NE OF THE STATION, 20 FEET W OF
 AX2589'THE JUNCTION OF THE CROSS STREET, AND STATE HIGHWAY 3, AND 4
 AX2589'FEET S OF THE CURB LINE.  THE MARK IS A 6-INCH CONCRETE
 AX2589'CYLINDER WITH A BRASS NAIL IN THE CENTER, SET FLUSH WITH THE
 AX2589'GROUND.  THE TOP OF THE CYLINDER IS STAMPED GONZALES COUNTY,
 AX2589'JUNE 1924, N, S. IN THE RESPECTIVE SIDES.
 AX2589'
 AX2589'TO REACH THE STATION FROM THE JUNCTIONS OF STATE ROUTES 3,
 AX2589'29, AND 200, ON THE N SIDE OF THE COURTHOUSE IN GONZALES.  GO
 AX2589'E ON STATE ROUTE 3 FOR 1.05 MILES TO THE GONZALES COTTON
 AX2589'MILLS ON THE LEFT AND CROSS STREETS.  TURN RIGHT ON CROSS
 AX2589'STREET AND GO S ABOUT 75 FEET TO THE GUN MOUNT ON THE RIGHT
 AX2589'IN THE E END OF THE PARK AND STATION.
 AX2589'
 AX2589'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX2589'
 AX2589'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX2589
 AX2589                          STATION RECOVERY (1943)
 AX2589
 AX2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AX2589'ORIGINAL DESCRIPTION NOT AVAILABLE AT THE TIME OF RECOVERY.
 AX2589'
 AX2589'STATION IS AT THE NORTHEAST CORNER OF THE GONZALES STATE PARK,
 AX2589'ABOUT 121.0 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 AX2589'NO. 3 AND 80.0 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 AX2589'ROAD ALONG THE NORTH END OF THE PARK, AND 8 FEET SOUTH OF THE
 AX2589'CENTERLINE OF A WALK.  THE TOP OF THE MONUMENT IS FLUSH
 AX2589'WITH THE GROUND.  STAMPED 1924.
 AX2589'
 AX2589'R.M. NO. 1 IS ABOUT 132.0 FEET NORTHEAST FROM THE
 AX2589'STATION, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AX2589'1.0 FOOT E OF THE E CONCRETE CURB OF THE NORTH-SOUTH ROAD.
 AX2589'IT IS STAMPED GONZALES MAGNETIC NO. 1 1943.  THE TOP OF THE
 AX2589'POST IS FLUSH WITH THE GROUND.
 AX2589'
 AX2589'R.M. NO. 2 IS ABOUT 140 FEET NW OF THE STATION,
 AX2589'ABOUT 150 FEET W OF THE E END OF THE PARK AND 1.0 FOOT SOUTH
 AX2589'OF THE CURB AT THE SOUTH EDGE OF THE HIGHWAY.  THE TOP OF
 AX2589'THE MONUMENT IS FLUSH WITH THE GROUND.  IT IS STAMPED GONZALES
 AX2589'MAGNETIC NO. 2 1943.
 AX2589'
 AX2589'AZIMUTH MARK IS ALONG STATE HIGHWAY NO. 3, ABOUT 125 FEET
 AX2589'EAST OF A CONCRETE BRIDGE UNDER THE HIGHWAY, 54 FEET W OF
 AX2589'THE PARK VIEW TOURIST CAMP OFFICE AND 33.0 FEET N OF THE
 AX2589'CENTERLINE OF THE HIGHWAY AND 4 FEET NORTH OF A POWERLINE
 AX2589'POLE.  IT IS STAMPED GONZALES MAGNETIC 1943.
 AX2589
 AX2589                          STATION RECOVERY (1962)
 AX2589
 AX2589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX2589'THIS MARK WAS SEARCHED FOR BUT NOT FOUND, STREET CHANGES
 AX2589'IN RECENT YEARS MAY HAVE COVERED OR EVEN DESTROYED IT.
 AX2589
 AX2589                          STATION RECOVERY (1963)
 AX2589
 AX2589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2589'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AX2589'
 AX2589'REFERENCE MARKS NO. 1 AND NO. 2 HAVE BEEN DESTROYED.
 AX2589'
 AX2589'UNABLE TO LOCATE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO
 AX2589'STATION SITE ARE CORRECT.
 AX2589
 AX2589                          STATION RECOVERY (1971)
 AX2589
 AX2589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AX2589'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AZIMUTH MARK, AND
 AX2589'THE GONZALES COUNTY MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 AX2589'MARK IS NOT VISIBLE FROM THE GROUND, IT IS BLOCKED BY THE NORTH
 AX2589'EDGE OF THE SCHOOL BUILDING.  A STAND ABOUT 20-FOOT HIGH WOULD BE
 AX2589'REQUIRED TO CLEAR THE BUILDING.
 AX2589'
 AX2589'A NEW DESCRIPTION FOLLOWS--
 AX2589'
 AX2589'THE STATION IS LOCATED ABOUT 1.0 MILE EAST ALONG ST LAWRENCE STREET
 AX2589'FROM THE COUNTY COURTHOUSE IN GONZALES, AT THE NORTHEAST CORNER OF
 AX2589'THE EAST AVENUE ELEMENTARY SCHOOL GROUNDS, IN THE SOUTHEAST CORNER OF
 AX2589'THE INTERSECTION OF ST LAWRENCE AND FAIR STREETS, ACROSS THE STREET,
 AX2589'SOUTH, FROM THE OLD COTTON MILL.
 AX2589'
 AX2589'THE STATION MARK IS A STANDARD MAGNETIC STATION DISK STAMPED 1924,
 AX2589'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2-INCHES.  IT IS IN THE
 AX2589'SCHOOLYARD 210 FEET EAST OF THE NORTHEAST CORNER OF A SCHOOL
 AX2589'BUILDING, 118 FEET SOUTH OF THE NORTHEAST CORNER POST OF THE FENCE
 AX2589'AROUND THE YARD, 100 FEET SOUTH OF THE NORTH FENCE, 77 FEET WEST
 AX2589'OF THE EAST SIDEWALK ENTRANCE TO THE SCHOOL GROUNDS, 64 FEET
 AX2589'WEST OF THE EAST FENCE, 5.6 FEET SOUTH OF AN OLD CONCRETE CURB.
 AX2589'
 AX2589'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GONZALES MAG NO 1
 AX2589'1943 SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 AX2589'47 FEET EAST OF THE STEEL FENCE POST AT THE NORTHEAST CORNER OF THE
 AX2589'SCHOOLYARD, 44 FEET SOUTH OF THE CENTER OF ST LAWRENCE STREET, 32
 AX2589'FEET SOUTH OF A POWER POLE, 28.5 FEET SOUTH OF A FIRE HYDRANT, 21
 AX2589'FEET EAST OF THE CENTER OF FAIR STREET, AT THE EAST EDGE OF THE EAST
 AX2589'CURB OF FAIR STREET.
 AX2589'
 AX2589'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GONZALES MAG NO 2
 AX2589'1943 SET IN A SQUARE CONCRETE MONUMENT 4-INCHES BELOW GROUND SURFACE.
 AX2589'IT IS 160 FEET WEST OF THE NORTHEAST CORNER POST OF THE SCHOOL
 AX2589'GROUND, 114 FEET EAST OF THE EAST EDGE OF DRIVEWAY LEADING SOUTH
 AX2589'INTO THE SCHOOLYARD, 17.8 FEET SOUTH OF THE CENTER OF ST
 AX2589'LAWRENCE STREET, 14.6 FEET NORTH OF THE CHAIN LINK FENCE ON THE
 AX2589'NORTH SIDE OF THE SCHOOLYARD, AT THE SOUTH EDGE OF THE SOUTH
 AX2589'CURB OF ST LAWRENCE STREET.
 AX2589'
 AX2589'GONZALES COUNTY MARK IS 6-INCH CONCRETE CYLINDER WITH A BRASS NAIL IN
 AX2589'THE CENTER WITH LETTERING IN THE CONCRETE, GONZALES COUNTY JUNE 1924
 AX2589'N S, SET FLUSH WITH THE GROUND.  IT IS 46 FEET WEST OF THE CENTER OF
 AX2589'FAIR ST. 23 FEET WEST OF THE STEEL CORNER FENCE POST, 22 FEET
 AX2589'SOUTH OF THE CENTER OF ST LAWRENCE ST., 9.9 FEET NORTH OF THE CHAIN
 AX2589'LINK FENCE.
 AX2589'
 AX2589'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GONZALES MAG 1943, SET IN
 AX2589'A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 158 FEET
 AX2589'EAST OF THE EAST END OF A BRIDGE HEADWALL ON THE NORTH SIDE OF THE
 AX2589'STREET, 81 FEET EAST OF THE SOUTHEAST CORNER OF A DAIRY KREEM
 AX2589'BUILDING, 41.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STUCCO
 AX2589'BUILDING, 41 FEET WEST OF A POWER POLE, 29.5 FEET NORTH OF THE
 AX2589'CENTER OF ST LAWRENCE STREET, AND 22.5 FEET WEST OF A WATER METER
 AX2589'MANHOLE IN THE STREET.
 AX2589'
 AX2589'TO REACH THE STATION FROM THE COURTHOUSE GO EAST ON ST LAWRENCE
 AX2589'STREET (STATE HIGHWAY 304), FOR 1.05 MILE TO THE INTERSECTION WITH
 AX2589'FAIR STREET AND THE STATION ON THE RIGHT AS DESCRIBED.
 AX2589'
 AX2589'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON ST LAWRENCE
 AX2589'STREET FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 AX2589'
 AX2589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GONZALES.
 AX2589
 AX2589                          STATION RECOVERY (1999)
 AX2589
 AX2589'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AX2589'STATION AND RM 1 RECOVERED IN GOOD CONDITION.  STATION DISK IS MARRED
 AX2589'AND NOT READABLE, DATUM POINT IS VISIBLE, RM 2 AND AZIMUTH MARK
 AX2589'SEARCHED FOR BUT NOT RECOVERED.
 AX2589
 AX2589                          STATION RECOVERY (2003)
 AX2589
 AX2589'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX2589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2592 ***********************************************************************
 AX2592  DESIGNATION -  GONZALES MUNICIPAL TANK
 AX2592  PID         -  AX2592
 AX2592  STATE/COUNTY-  TX/GONZALES
 AX2592  USGS QUAD   -  GONZALES NORTH (1981)
 AX2592
 AX2592                         *CURRENT SURVEY CONTROL
 AX2592  ___________________________________________________________________
 AX2592* NAD 83(1993)-  29 30 46.89348(N)    097 27 22.42315(W)     ADJUSTED  
 AX2592* NAVD 88     -                                                        
 AX2592  ___________________________________________________________________
 AX2592  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AX2592  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AX2592
 AX2592  HORZ ORDER  -  THIRD
 AX2592
 AX2592.The horizontal coordinates were established by classical geodetic methods
 AX2592.and adjusted by the National Geodetic Survey in February 1996..
 AX2592
 AX2592
 AX2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2592
 AX2592.The geoid height was determined by GEOID03.
 AX2592
 AX2592;                    North         East     Units Scale Factor Converg.
 AX2592;SPC TXSC     - 4,187,142.238   749,650.518   MT  0.99986806   +0 45 22.7
 AX2592;SPC TXSC     -13,737,315.83  2,459,478.41   sFT  0.99986806   +0 45 22.7
 AX2592;UTM  14      - 3,265,819.819   649,624.129   MT  0.99987624   +0 45 38.3
 AX2592
 AX2592                          SUPERSEDED SURVEY CONTROL
 AX2592
 AX2592  NAD 83(1986)-  29 30 46.90182(N)    097 27 22.41306(W) AD(       ) 4
 AX2592  NAD 27      -  29 30 46.05100(N)    097 27 21.43800(W) AD(       ) 3
 AX2592
 AX2592.Superseded values are not recommended for survey control.
 AX2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2592.See file dsdata.txt to determine how the superseded data were derived.
 AX2592
 AX2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT4962465820(NAD 83)
 AX2592_MARKER: 53 = ELEVATED TANK
 AX2592
 AX2592  HISTORY     - Date     Condition        Report By
 AX2592  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2592  HISTORY     - 1971     GOOD             NGS
 AX2592  HISTORY     - 20050120 MARK NOT FOUND   USPSQD
 AX2592
 AX2592                          STATION DESCRIPTION
 AX2592
 AX2592'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2592'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY
 AX2592'WATER SUPPLY, LOCATED ABOUT 0.3 MILE NE OF THE POST OFFICE.
 AX2592'IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH.
 AX2592'THE ENTIRE STRUCTURE IS PAINTED ALUMINUM.  POINT OBSERVED
 AX2592'UPON, THE FINIAL ON THE APEX OF THE ROOF.
 AX2592
 AX2592                          STATION RECOVERY (1971)
 AX2592
 AX2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AX2592'RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS IN THE
 AX2592'NORTHEAST CORNER OF THE INTERSECTION OF ST PAUL AND CONE
 AX2592'STREETS.
 AX2592
 AX2592                          STATION RECOVERY (2005)
 AX2592
 AX2592'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX2592'THE WATER TOWER HAS BEEN DEMOLISHED.  GONZALES TX PUBLIC WORKS,
 AX2592'830-672-6558
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1368 ***********************************************************************
 AX1368  DESIGNATION -  GONZALES RM 1
 AX1368  PID         -  AX1368
 AX1368  STATE/COUNTY-  TX/GONZALES
 AX1368  USGS QUAD   -  GONZALES NORTH (1981)
 AX1368
 AX1368                         *CURRENT SURVEY CONTROL
 AX1368  ___________________________________________________________________
 AX1368* NAD 83(1986)-  29 30 24.     (N)    097 26 10.     (W)     SCALED    
 AX1368* NAVD 88     -        89.36   (+/-2cm)     293.2    (feet)  VERTCON   
 AX1368  ___________________________________________________________________
 AX1368  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AX1368
 AX1368  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1368
 AX1368.The horizontal coordinates were scaled from a topographic map and have
 AX1368.an estimated accuracy of +/- 6 seconds.
 AX1368
 AX1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1368.The vertical order pertains to the NGVD 29 superseded value.
 AX1368
 AX1368.The geoid height was determined by GEOID03.
 AX1368
 AX1368;                    North         East    Units  Estimated Accuracy
 AX1368;SPC TXSC     - 4,186,460.      751,610.      MT  (+/- 180 meters Scaled)
 AX1368
 AX1368                          SUPERSEDED SURVEY CONTROL
 AX1368
 AX1368  NGVD 29 (??/??/92)   89.330  (m)          293.08   (f) ADJ UNCH    2 0
 AX1368
 AX1368.Superseded values are not recommended for survey control.
 AX1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1368.See file dsdata.txt to determine how the superseded data were derived.
 AX1368
 AX1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT515651(NAD 83)
 AX1368_MARKER: DR = REFERENCE MARK DISK
 AX1368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1368_SP_SET: MONUMENT
 AX1368_STAMPING: GONZALES MAG NO 1 1943
 AX1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1368+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 AX1368
 AX1368  HISTORY     - Date     Condition        Report By
 AX1368  HISTORY     - 1943     MONUMENTED       CGS
 AX1368  HISTORY     - 1971     GOOD             NGS
 AX1368  HISTORY     - 20031001 GOOD             USPSQD
 AX1368
 AX1368                          STATION DESCRIPTION
 AX1368
 AX1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX1368'IN GONZALES.
 AX1368'1.0 MILE EAST ALONG ST LAWRENCE STREET (STATE HIGHWAY 304) FROM THE
 AX1368'COUNTY COURTHOUSE IN GONZALES, AT THE INTERSECTION WITH FAIR STREET,
 AX1368'47 FEET EAST OF THE STEEL FENCE POST AT THE NORTHEAST CORNER OF THE
 AX1368'FENCE AROUND THE EAST AVENUE ELEMENTARY SCHOOL PLAYGROUND, 32 FEET
 AX1368'SOUTH OF A POWER POLE, 28.5 FEET SOUTH OF A FIRE HYDRANT, 21 FEET EAST
 AX1368'OF THE CENTER OF FAIR STREET, AT THE EAST EDGE OF THE EAST CURB, SET
 AX1368'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AX1368
 AX1368                          STATION RECOVERY (2003)
 AX1368
 AX1368'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX1368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1367 ***********************************************************************
 AX1367  DESIGNATION -  GONZALES RM 2
 AX1367  PID         -  AX1367
 AX1367  STATE/COUNTY-  TX/GONZALES
 AX1367  USGS QUAD   -  GONZALES NORTH (1981)
 AX1367
 AX1367                         *CURRENT SURVEY CONTROL
 AX1367  ___________________________________________________________________
 AX1367* NAD 83(1986)-  29 30 24.     (N)    097 26 12.     (W)     SCALED    
 AX1367* NAVD 88     -        89.36   (+/-2cm)     293.2    (feet)  VERTCON   
 AX1367  ___________________________________________________________________
 AX1367  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AX1367
 AX1367  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1367
 AX1367.The horizontal coordinates were scaled from a topographic map and have
 AX1367.an estimated accuracy of +/- 6 seconds.
 AX1367
 AX1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1367.The vertical order pertains to the NGVD 29 superseded value.
 AX1367
 AX1367.The geoid height was determined by GEOID03.
 AX1367
 AX1367;                    North         East    Units  Estimated Accuracy
 AX1367;SPC TXSC     - 4,186,460.      751,560.      MT  (+/- 180 meters Scaled)
 AX1367
 AX1367                          SUPERSEDED SURVEY CONTROL
 AX1367
 AX1367  NGVD 29 (??/??/92)   89.322  (m)          293.05   (f) ADJ UNCH    2 0
 AX1367
 AX1367.Superseded values are not recommended for survey control.
 AX1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1367.See file dsdata.txt to determine how the superseded data were derived.
 AX1367
 AX1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT515651(NAD 83)
 AX1367_MARKER: DR = REFERENCE MARK DISK
 AX1367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1367_SP_SET: MONUMENT
 AX1367_STAMPING: GONZALES MAG NO 2 1943
 AX1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1367+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 AX1367
 AX1367  HISTORY     - Date     Condition        Report By
 AX1367  HISTORY     - 1943     MONUMENTED       CGS
 AX1367  HISTORY     - 1971     GOOD             NGS
 AX1367  HISTORY     - 20031001 GOOD             USPSQD
 AX1367
 AX1367                          STATION DESCRIPTION
 AX1367
 AX1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX1367'IN GONZALES.
 AX1367'1.0 MILE EAST ALONG ST. LAWRENCE STREET (STATE HIGHWAY 304) FROM THE
 AX1367'COUNTY COURTHOUSE IN GONZALES, AT THE INTERSECTION WITH FAIR STREET,
 AX1367'160 FEET WEST OF THE NORTHEAST CORNER POST OF THE FENCE AROUND THE
 AX1367'PLAYGROUND OF THE EAST AVENUE ELEMENTARY SCHOOL, 114 FEET EAST OF THE
 AX1367'EAST EDGE OF DRIVEWAY LEADING SOUTH INTO SCHOOLYARD, 17.8 FEET SOUTH
 AX1367'OF THE CENTER OF ST. LAWRENCE STREET, 14.6 FEET NORTH OF NORTH
 AX1367'SCHOOLYARD FENCE, AT THE SOUTH EDGE OF SOUTH CURB OF STREET, SET IN
 AX1367'THE TOP OF A SQUARE CONCRETE MONUMENT 4-INCHES BELOW GROUND SURFACE.
 AX1367
 AX1367                          STATION RECOVERY (2003)
 AX1367
 AX1367'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1718 ***********************************************************************
 FL1718  DESIGNATION -  GOOD
 FL1718  PID         -  FL1718
 FL1718  STATE/COUNTY-  TX/ARMSTRONG
 FL1718  USGS QUAD   -  GOODNIGHT (1983)
 FL1718
 FL1718                         *CURRENT SURVEY CONTROL
 FL1718  ___________________________________________________________________
 FL1718* NAD 83(1993)-  35 02 12.53465(N)    101 12 27.65874(W)     ADJUSTED  
 FL1718* NAVD 88     -       972.     (meters)    3189.     (feet)  SCALED    
 FL1718  ___________________________________________________________________
 FL1718  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 FL1718  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 FL1718
 FL1718  HORZ ORDER  -  THIRD
 FL1718
 FL1718.The horizontal coordinates were established by classical geodetic methods
 FL1718.and adjusted by the National Geodetic Survey in February 1996..
 FL1718
 FL1718.The orthometric height was scaled from a topographic map.
 FL1718
 FL1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1718
 FL1718.The geoid height was determined by GEOID03.
 FL1718
 FL1718;                    North         East     Units Scale Factor Converg.
 FL1718;SPC TX N     - 1,115,060.551   226,671.298   MT  0.99993286   +0 10 09.9
 FL1718;SPC TX N     - 3,658,327.82    743,670.75   sFT  0.99993286   +0 10 09.9
 FL1718;UTM  14      - 3,879,353.767   298,618.420   MT  1.00009984   -1 16 04.3
 FL1718
 FL1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1718!SPC TX N     -   0.99985157  x   0.99993286  =   0.99978444
 FL1718!UTM  14      -   0.99985157  x   1.00009984  =   0.99995139
 FL1718
 FL1718|---------------------------------------------------------------------|
 FL1718| PID    Reference Object                     Distance      Geod. Az  |
 FL1718|                                                           dddmmss.s |
 FL1718| CJ6507 GOOD RM 1                             8.897 METERS 08010     |
 FL1718| FL0899 C 428                                              0960617.5 |
 FL1718| CJ6508 GOOD RM 2                             8.238 METERS 21013     |
 FL1718|---------------------------------------------------------------------|
 FL1718
 FL1718                          SUPERSEDED SURVEY CONTROL
 FL1718
 FL1718  NAD 83(1993)-  35 02 12.53838(N)    101 12 27.65557(W) AD(       ) 3
 FL1718  NAD 83(1986)-  35 02 12.54070(N)    101 12 27.65043(W) AD(       ) 3
 FL1718  NAD 27      -  35 02 12.35966(N)    101 12 26.07577(W) AD(       ) 3
 FL1718
 FL1718.Superseded values are not recommended for survey control.
 FL1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1718.See file dsdata.txt to determine how the superseded data were derived.
 FL1718
 FL1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD9861879354(NAD 83)
 FL1718_MARKER: DS = TRIANGULATION STATION DISK
 FL1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1718
 FL1718  HISTORY     - Date     Condition        Report By
 FL1718  HISTORY     - 1967     MONUMENTED       CGS
 FL1718  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 FL1718
 FL1718                          STATION DESCRIPTION
 FL1718
 FL1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JCC)
 FL1718'THE STATION IS ABOUT 19 MILES NORTHWEST OF CLARENDON, 10 MILES
 FL1718'SOUTHEAST OF CLAUDE AND ABOUT 150 YARDS SOUTH OF THE SOUTH LANE OF
 FL1718'U.S. HIGHWAY 287 ON A SMALL KNOLL.
 FL1718'
 FL1718'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM
 FL1718'ROAD 284 IN CLAUDE, GO SOUTHEASTERLY ON U.S. HIGHWAY 287 FOR 10.3
 FL1718'MILES TO A WIRE GATE ON THE RIGHT.  (TO REACH THE AZIMUTH MARK FROM
 FL1718'THIS POINT, CONTINUE EASTERLY ON THE HIGHWAY FOR 1.4 MILES TO A
 FL1718'CROSSROADS.  TURN LEFT, CROSS THE NORTH LANE OF THE HIGHWAY, THEN
 FL1718'TURN RIGHT AND GO EASTERLY ON A SERVICE ROAD FOR 0.3 MILE TO THE MARK
 FL1718'ON THE LEFT.) TURN RIGHT, PASS THROUGH THE GATE AND GO
 FL1718'SOUTHEASTERLY FOR 0.05 MILE TO THE TOP OF A SMALL KNOLL AND THE
 FL1718'STATION.
 FL1718'
 FL1718'THE STATION MARK IS A STANDARD DISK, STAMPED GOOD 1964, SET IN THE
 FL1718'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 FL1718'IS 5.1 FEET SOUTHEAST OF A METAL WITNESS POST AND ON THE HIGHEST
 FL1718'POINT OF THE KNOLL.
 FL1718'
 FL1718'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOOD NO 1 1964, SET IN
 FL1718'THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FL1718'IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 FL1718'
 FL1718'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOOD NO 2 1964, SET IN
 FL1718'THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FL1718'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 FL1718'
 FL1718'BENCH MARK C 428 1934 IS A BENCH MARK DISK, STAMPED C 428 1934, SET
 FL1718'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 70
 FL1718'FEET NORTH OF THE CENTERLINE OF THE SERVICE ROAD, 48 FEET SOUTH OF
 FL1718'THE SOUTH RAIL OF A RAILROAD, 15.8 FEET WEST OF A TELEPHONE POLE
 FL1718'AND 1.8 FEET WEST OF A METAL WITNESS POST.
 FL1718
 FL1718                          STATION RECOVERY (2004)
 FL1718
 FL1718'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2310 ***********************************************************************
 AN2310  DESIGNATION -  GOOD 1934
 AN2310  PID         -  AN2310
 AN2310  STATE/COUNTY-  TX/ARANSAS
 AN2310  USGS QUAD   -  ST CHARLES BAY SW (1952)
 AN2310
 AN2310                         *CURRENT SURVEY CONTROL
 AN2310  ___________________________________________________________________
 AN2310* NAD 83(1993)-  28 04 50.22566(N)    096 58 19.22507(W)     ADJUSTED  
 AN2310* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AN2310  ___________________________________________________________________
 AN2310  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AN2310  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN2310
 AN2310  HORZ ORDER  -  SECOND
 AN2310
 AN2310.The horizontal coordinates were established by classical geodetic methods
 AN2310.and adjusted by the National Geodetic Survey in February 1996..
 AN2310
 AN2310.The orthometric height was scaled from a topographic map.
 AN2310
 AN2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2310
 AN2310.The geoid height was determined by GEOID03.
 AN2310
 AN2310;                    North         East     Units Scale Factor Converg.
 AN2310;SPC TXSC     - 4,029,136.290   799,338.599   MT  1.00010064   +0 59 36.7
 AN2310;SPC TXSC     -13,218,924.64  2,622,496.72   sFT  1.00010064   +0 59 36.7
 AN2310;SPC TX S     - 5,268,371.197   450,191.381   MT  1.00007195   +0 41 37.4
 AN2310;SPC TX S     -17,284,647.84  1,477,002.89   sFT  1.00007195   +0 41 37.4
 AN2310;UTM  14      - 3,107,793.401   699,272.134   MT  1.00009013   +0 57 17.7
 AN2310
 AN2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2310!SPC TXSC     -   1.00000424  x   1.00010064  =   1.00010488
 AN2310!SPC TX S     -   1.00000424  x   1.00007195  =   1.00007619
 AN2310!UTM  14      -   1.00000424  x   1.00009013  =   1.00009437
 AN2310
 AN2310:                Primary Azimuth Mark                     Grid Az
 AN2310:SPC TXSC     -  HAM                                      038 23 22.5
 AN2310:SPC TX S     -  HAM                                      038 41 21.8
 AN2310:UTM  14      -  HAM                                      038 25 41.5
 AN2310
 AN2310|---------------------------------------------------------------------|
 AN2310| PID    Reference Object                     Distance      Geod. Az  |
 AN2310|                                                           dddmmss.s |
 AN2310| AN2314 HAM                                 APPROX. 6.5 KM 0392259.2 |
 AN2310|---------------------------------------------------------------------|
 AN2310
 AN2310                          SUPERSEDED SURVEY CONTROL
 AN2310
 AN2310  NAD 83(1986)-  28 04 50.23287(N)    096 58 19.20479(W) AD(       ) 2
 AN2310  NAD 27      -  28 04 49.17900(N)    096 58 18.24300(W) AD(       ) 2
 AN2310
 AN2310.Superseded values are not recommended for survey control.
 AN2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2310.See file dsdata.txt to determine how the superseded data were derived.
 AN2310
 AN2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9927207793(NAD 83)
 AN2310_MARKER: DS = TRIANGULATION STATION DISK
 AN2310_SETTING: 0 = UNSPECIFIED SETTING
 AN2310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2310
 AN2310  HISTORY     - Date     Condition        Report By
 AN2310  HISTORY     - 1934     MONUMENTED       CGS
 AN2310  HISTORY     - 1934     SEE DESCRIPTION  CGS
 AN2310  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AN2310
 AN2310                          STATION DESCRIPTION
 AN2310
 AN2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2310'STATION IS ABOUT 6-1/2 MILES NE OF ROCKPORT AND IS ON LONG
 AN2310'REEF IN ARANSAS BAY.  IT IS 1/4 MILE W OF THE CHANNEL CUT
 AN2310'THROUGH THE REEF.
 AN2310'
 AN2310'SURFACE STATION MARK IS A BRONZE STATION DISK SET IN THE
 AN2310'TOP OF A CONCRETE POST.
 AN2310'
 AN2310'THERE ARE NO REFERENCE MARKS AND DUE TO THE SHIFTING OF THE
 AN2310'REEF IT IS DOUBTFUL IF THE STATION WILL BE OF PERMANENT
 AN2310'VALUE.
 AN2310'
 AN2310'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--ROCKPORT
 AN2310'COURTHOUSE, 205 DEG.  LONG REEF, BEACON 3, 85 DEG.  NINE
 AN2310'MILE BEACON, 222 DEG.
 AN2310
 AN2310                          STATION RECOVERY (1934)
 AN2310
 AN2310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2310'HIGH WATER HAS DESTROYED THE STATION MARK AND IT CANNOT BE
 AN2310'RECOVERED.
 AN2310
 AN2310                          STATION RECOVERY (1948)
 AN2310
 AN2310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2310'STATION HAS BEEN DESTROYED.  IT IS RECOMMENDED THAT THIS
 AN2310'STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8383 ***********************************************************************
 AH8383  DESIGNATION -  GOOD 2
 AH8383  PID         -  AH8383
 AH8383  STATE/COUNTY-  TX/NUECES
 AH8383  USGS QUAD   -  ST CHARLES BAY SW (1952)
 AH8383
 AH8383                         *CURRENT SURVEY CONTROL
 AH8383  ___________________________________________________________________
 AH8383* NAD 83(1993)-  28 04 35.44102(N)    096 57 55.13379(W)     ADJUSTED  
 AH8383* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 AH8383  ___________________________________________________________________
 AH8383  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AH8383  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AH8383
 AH8383  HORZ ORDER  -  THIRD
 AH8383
 AH8383.The horizontal coordinates were established by classical geodetic methods
 AH8383.and adjusted by the National Geodetic Survey in August 1998..
 AH8383
 AH8383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8383
 AH8383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8383
 AH8383.The geoid height was determined by GEOID03.
 AH8383
 AH8383;                    North         East     Units Scale Factor Converg.
 AH8383;SPC TX S     - 5,267,924.056   450,854.664   MT  1.00007060   +0 41 48.3
 AH8383;SPC TX S     -17,283,180.84  1,479,179.01   sFT  1.00007060   +0 41 48.3
 AH8383;UTM  14      - 3,107,349.279   699,937.462   MT  1.00009341   +0 57 28.6
 AH8383
 AH8383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8383!SPC TX S     -   1.00000402  x   1.00007060  =   1.00007462
 AH8383!UTM  14      -   1.00000402  x   1.00009341  =   1.00009743
 AH8383
 AH8383                          SUPERSEDED SURVEY CONTROL
 AH8383
 AH8383  NGVD 29 (08/21/98)    1.4    (m)            5.     (f) VERT ANG       
 AH8383
 AH8383.Superseded values are not recommended for survey control.
 AH8383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8383.See file dsdata.txt to determine how the superseded data were derived.
 AH8383
 AH8383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9993707349(NAD 83)
 AH8383_MARKER: DD = SURVEY DISK
 AH8383_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8383_STAMPING: GOOD 2 1989
 AH8383_MARK LOGO: NOS   
 AH8383_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8383+STABILITY: SURFACE MOTION
 AH8383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8383+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8383
 AH8383  HISTORY     - Date     Condition        Report By
 AH8383  HISTORY     - 1989     MONUMENTED       NOS
 AH8383
 AH8383                          STATION DESCRIPTION
 AH8383
 AH8383'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8383'THE STATION IS LOCATED ON A SMALL SPOIL BANK ISLAND APPROXIMATELY 5
 AH8383'MILES NE OF ROCKPORT, APPROXIMATELY 4 MILES EAST OF FULTON, AND
 AH8383'APPROXIMATELY 0.1 MILE NW OF THE INTERCOASTAL WATERWAY. TO REACH THE
 AH8383'STATION FROM ROCKPORT, GO BY BOAT NE ALONG THE I TERCOASTAL WATERWAY
 AH8383'TO THE AREA OF BUOY NUMBER 22.  TURN AND HEAD WESTERLY FOR
 AH8383'APPROXIMATELY 0.1 MILE TO A SMALL SPOIL BANK ISLAND AND THE AREA OF
 AH8383'THE STATION. THE STATION IS AN ALUMINUM DISK ATTACHED TO THE TOP OF A
 AH8383'42 INCH ALUMINUM ROD WHICH IN TURN IS ENCASED IN A MASS OF CONCRETE.
 AH8383'THE DISK PROJECTS APPROXIMATELY 0.3 METERS ABOVE THE EXISTING GROUND.
 AH8383'THE DISK IS STAMPED---GOOD 2 1989, AND IS LOCATED 6.5 METERS SOUTH
 AH8383'FROM THE NORTH EDGE OF THE ISLAND. DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0592 ***********************************************************************
 AZ0592  DESIGNATION -  GOODE
 AZ0592  PID         -  AZ0592
 AZ0592  STATE/COUNTY-  TX/EDWARDS
 AZ0592  USGS QUAD   -  INDIAN MOUNTAIN (1974)
 AZ0592
 AZ0592                         *CURRENT SURVEY CONTROL
 AZ0592  ___________________________________________________________________
 AZ0592* NAD 83(1993)-  29 44 49.18602(N)    100 17 29.57021(W)     ADJUSTED  
 AZ0592* NAVD 88     -       698.     (meters)    2290.     (feet)  SCALED    
 AZ0592  ___________________________________________________________________
 AZ0592  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AZ0592  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 AZ0592
 AZ0592  HORZ ORDER  -  FIRST
 AZ0592
 AZ0592.The horizontal coordinates were established by classical geodetic methods
 AZ0592.and adjusted by the National Geodetic Survey in February 1996..
 AZ0592
 AZ0592.The orthometric height was scaled from a topographic map.
 AZ0592
 AZ0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0592
 AZ0592.The geoid height was determined by GEOID03.
 AZ0592
 AZ0592;                    North         East     Units Scale Factor Converg.
 AZ0592;SPC TXSC     - 4,212,775.798   475,084.923   MT  0.99988902   -0 37 57.9
 AZ0592;SPC TXSC     -13,821,415.26  1,558,674.45   sFT  0.99988902   -0 37 57.9
 AZ0592;UTM  14      - 3,291,449.489   375,113.082   MT  0.99979244   -0 38 27.3
 AZ0592
 AZ0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0592!SPC TXSC     -   0.99989387  x   0.99988902  =   0.99978290
 AZ0592!UTM  14      -   0.99989387  x   0.99979244  =   0.99968633
 AZ0592
 AZ0592:                Primary Azimuth Mark                     Grid Az
 AZ0592:SPC TXSC     -  ROCKSPRINGS TANK                         015 58 35.1
 AZ0592:UTM  14      -  ROCKSPRINGS TANK                         015 59 04.5
 AZ0592
 AZ0592|---------------------------------------------------------------------|
 AZ0592| PID    Reference Object                     Distance      Geod. Az  |
 AZ0592|                                                           dddmmss.s |
 AZ0592| BO0449 ROCKSPRINGS TANK                    APPROX.30.6 KM 0152037.2 |
 AZ0592| CV4122 GOODE AZ MK                                        0440539.7 |
 AZ0592| CV4123 GOODE RM 1                           18.017 METERS 09033     |
 AZ0592| CV4124 GOODE RM 2                           18.319 METERS 22740     |
 AZ0592| CV4125 GOODE RM 3                           14.126 METERS 34239     |
 AZ0592|---------------------------------------------------------------------|
 AZ0592
 AZ0592                          SUPERSEDED SURVEY CONTROL
 AZ0592
 AZ0592  NAD 83(1986)-  29 44 49.18312(N)    100 17 29.55387(W) AD(       ) 1
 AZ0592  NAD 27      -  29 44 48.38500(N)    100 17 28.26600(W) AD(       ) 1
 AZ0592
 AZ0592.Superseded values are not recommended for survey control.
 AZ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0592.See file dsdata.txt to determine how the superseded data were derived.
 AZ0592
 AZ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT7511391449(NAD 83)
 AZ0592_MARKER: DS = TRIANGULATION STATION DISK
 AZ0592_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0592_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AZ0592
 AZ0592  HISTORY     - Date     Condition        Report By
 AZ0592  HISTORY     - 1935     MONUMENTED       CGS
 AZ0592  HISTORY     - 1944     GOOD             CGS
 AZ0592  HISTORY     - 1974     GOOD             USGS
 AZ0592
 AZ0592                          STATION DESCRIPTION
 AZ0592
 AZ0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0592'STATION IS LOCATED ON THE HIGH DIVIDING RIDGE BETWEEN THE EAST
 AZ0592'AND WEST NUECES RIVERS.  NEAR THE HEAD OF CEDAR CREEK FROM THE
 AZ0592'E AND CAVE CREEK FROM THE W.  AND PROBABLY ON THE SAME TOP
 AZ0592'AS OLD U.S.G.S. STATION GOODE (NOT FOUND), ON HIGHEST PART
 AZ0592'OF RIDGE EXCEPT, PROBABLY, FOR HIGH GROUND 0.25 MILE DISTANT
 AZ0592'AT MAGNETIC BEARING N. 23 DEG E.  19 MILES S BY W OF
 AZ0592'ROCKSPRINGS, 15-1/2 MILES W BY N OF BARKSDALE, AND 1.25 MILES
 AZ0592'DISTANT AT MAGNETIC BEARING 15 DEG N OF W FROM A RANCH
 AZ0592'HOUSE AND WINDMILL.  EVIDENCE OF STAND AND BRUSH CLEARING
 AZ0592'SHOULD REMAIN FOR SEVERAL YEARS.
 AZ0592'
 AZ0592'STATION MARK IS A BRONZE STATION DISK SET IN DRILL HOLE IN
 AZ0592'BEDROCK ABOUT 4 INCHES BELOW THE GROUND.
 AZ0592'
 AZ0592'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK.
 AZ0592'
 AZ0592'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK.
 AZ0592'
 AZ0592'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN BEDROCK.
 AZ0592'
 AZ0592'STATION IS REACHED FROM THE COURTHOUSE IN ROCKSPRINGS BY GOING
 AZ0592'SE ON STATE HIGHWAY 55 (PAVED) FOR 6.1 MILES, OR 0.4 MILE BEYOND
 AZ0592'BUMPER GATE ON RIGHT WITH SIGN GUS YOUNG, AND TURN RIGHT THROUGH
 AZ0592'BUMPER GATE WITH SIGNS J.L. JOHNSON AND GARDNER FRANKS, CONTINUE
 AZ0592'ON THIS MAIN RANCH ROAD AND KEEP AHEAD AT LEFT FORK AT 5.35
 AZ0592'MILES, OR 1.8 MILES BEYOND A BUMPER GATE ACROSS ROAD AT A RANCH
 AZ0592'HOUSE ON RIGHT.  AT FORKS KEEP STRAIGHT AHEAD FOR 3.45 MILES
 AZ0592'AND PASS GARDNER FRANKS HOUSE ON LEFT, PROCEED 5.05 MILES AND
 AZ0592'PASS THROUGH FIRST HAND GATE.  CONTINUE ON MAIN ROAD FOR 0.7 MILE
 AZ0592'THROUGH ANOTHER HAND GATE (AT HOUSE AND WINDMILL) 0.1 MILE
 AZ0592'TO LEFT, AND FROM HERE KEEP AHEAD 3.45 MILES TO RANCH
 AZ0592'HOUSE ON RIGHT.  PASS THROUGH 3 CORRAL GATES AND FOLLOW
 AZ0592'RANCH ROAD LEADING S FOR 1.05 MILES, PASS THROUGH GATE,
 AZ0592'TURN SHARP RIGHT (W) AND FOLLOW ROAD ALONG S SIDE OF FENCE
 AZ0592'FOR 1.5 MILES TO WINDMILL AND RANCH HOUSE (NOT OCCUPIED).
 AZ0592'FROM HERE STATION IS ABOUT 1.25 MILES DISTANT AT MAGNETIC
 AZ0592'BEARING 15 DEG N OF W.  IT IS A ROUGH DRIVE BY TRUCK TO THE
 AZ0592'STATION.  IT IS RECOMMENDED THAT ANYONE NOT FAMILIAR WITH THE
 AZ0592'COUNTRY WALK FROM THE RANCH HOUSE FOLLOWING THE ABOVE
 AZ0592'MAGNETIC BEARING.
 AZ0592'
 AZ0592'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 AZ0592
 AZ0592                          STATION RECOVERY (1944)
 AZ0592
 AZ0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AZ0592'STATION MARK AND THREE REFERENCE MARKS RECOVERED IN GOOD
 AZ0592'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.
 AZ0592'
 AZ0592'STATION IS LOCATED BY AIR LINE DISTANCE ABOUT 16 MILES WNW
 AZ0592'OF BARKSDALE, ON THE NEAL JURNEGAN RANCH.  IT IS ON THE SW
 AZ0592'ONE OF THE TWO HIGHEST PARTS OF THE RIDGE, IN WHAT IS KNOWN AS
 AZ0592'THE SIX HUNDRED ACRE PASTURE OF THE JURNEGAN RANCH, ABOUT 3
 AZ0592'MILES W OF THE RANCH HOUSE, AND 1-1/2 MILES NNW OF OLD RANCH
 AZ0592'BUILDINGS AND WINDMILL.  IT IS LOCATED ON THE HIGHEST POINT
 AZ0592'OF THE SW ONE OF TWO HIGH POINTS 1/4 MILE APART.  EVIDENCE
 AZ0592'OF OLD AND NEW CLEARING SHOULD REMAIN FOR SOME TIME, AS WELL
 AZ0592'AS EVIDENCE OF THE STAND.  LOOSE BOULDERS USED TO WEIGHT THE
 AZ0592'TOWER WILL REMAIN IN IMMEDIATE VICINITY.
 AZ0592'
 AZ0592'STATION MARK IS STAMPED GOODE 1935.
 AZ0592'
 AZ0592'REFERENCE MARK 1 IS STAMPED GOODE 1935 NO 1 AND PROJECTS ABOUT
 AZ0592'4 INCHES ABOVE GROUND.
 AZ0592'
 AZ0592'REFERENCE MARK 2 IS ABOUT 3 FEET LOWER THAN STATION.  IT IS
 AZ0592'STAMPED GOODE 1935 NO 2 AND PROJECTS ABOUT 3 INCHES.
 AZ0592'
 AZ0592'REFERENCE MARK 3 IS ABOUT 1 FOOT LOWER THAN STATION.  IT IS
 AZ0592'STAMPED GOODE 1935 NO 3 AND PROJECTS ABOUT 4 INCHES.
 AZ0592'
 AZ0592'AZIMUTH MARK IS 1/4 MILE NE OF THE STATION, ON THE SLOPE OF THE
 AZ0592'NEXT HILL, 155 PACES N OF A POLE GATE, AND 44 PACES W OF
 AZ0592'FENCE.  IT IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL HOLE IN
 AZ0592'OUTCROPPING BEDROCK.  IT IS STAMPED GOODE 1944.
 AZ0592'
 AZ0592'TO REACH STATION FROM ROCKSPRINGS, GO S ON STATE HIGHWAY 55 FROM
 AZ0592'THE JUNCTION WITH STATE HIGHWAYS 29 AND 41 IN THE E PART OF TOWN
 AZ0592'FOR 6.0 MILES TO BUMPER GATE ON RIGHT.  TURN RIGHT THROUGH
 AZ0592'THE GATE AND FOLLOW THE ROAD W AND SSW FOR 9.0 MILES TO THE C.G.
 AZ0592'FRANKS RANCH HOUSE ON LEFT.  CONTINUE SSW ON ROUGH, ROCKY ROAD
 AZ0592'FOR 3.3 MILES TO FORK.  TAKE RIGHT FORK, STRAIGHT AHEAD,
 AZ0592'FOR 5.9 MILES TO THE CORRALS OF THE JURNEGAN RANCH.  PASS
 AZ0592'THROUGH THREE GATES TO THE LEFT OF THE CORRALS AND THE RANCH
 AZ0592'HOUSE.  IN FRONT OF THE RANCH HOUSE FOLLOW A ROAD COMING IN
 AZ0592'FROM THE LEFT STRAIGHT AHEAD, S, 1.0 MILE TO GATE.  PASS
 AZ0592'THROUGH GATE AND TURN RIGHT.  FOLLOW THIS ROAD W FOR 1.5
 AZ0592'MILES TO RANCH BUIDLINGS AND WINDMILL.  FROM HERE THE
 AZ0592'STATION IS ABOUT 1-1/2 MILES NNW.  GO THROUGH CORRALS AND
 AZ0592'FOLLOW FENCELINE N FROM SHED FOR 1 MILE TO FENCE CORNER.
 AZ0592'THENCE CONTINUE STRAIGHT AHEAD, NNW, 1/2 MILE TO TOP OF
 AZ0592'RIDGE AND STATION.  A TRUCK MAY BE DRIVEN TO THE STATION
 AZ0592'FROM THE LAST RANCH BUILDINGS, BUT THE ROUTE IS VERY ROCKY.
 AZ0592'
 AZ0592'THE ROUTE TO THE JURNEGAN RANCH FROM STATE HIGHWAY 55, DESCRIBED
 AZ0592'ABOVE, IS VERY ROUGH.  JURNEGAN RANCH MAY BEST BE REACHED
 AZ0592'FROM A POINT ON HIGHWAY 55 WHICH IS ABOUT 24 MILES S OF
 AZ0592'ROCKSPRINGS AND 4 MILES N OF BARKSDALE.  HERE A T-ROAD LEADS W
 AZ0592'ALONG A STREAM 14 MILES TO THE RANCH.  FROM HERE PROCEED AS
 AZ0592'ABOVE TO THE STATION.
 AZ0592
 AZ0592                          STATION RECOVERY (1974)
 AZ0592
 AZ0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (IJB)
 AZ0592'TO REACH THE STATION FROM BARKSDALE, PROCEED TO CEDAR CREEK
 AZ0592'ROAD APPROX. 4 MILES NW OF BARKSDALE ALONG STATE HWY 55.  GO
 AZ0592'WESTERLY ALONG CEDAR CR. RD. 13.8 MILES TO JUNCTION WITH
 AZ0592'WHITE MT. ROAD.  CONTINUE WESTERLY, THROUGH BUMPGATE 0.45
 AZ0592'MILE TO ROAD RIGHT.  TURN RIGHT FOR 1.7 MILES TO RANCH BUILDINGS,
 AZ0592'PASS THROUGH GATE NORTH OF CORRALS AND FOLLOW TRACK ROAD ON
 AZ0592'NE SIDE OF FENCE FOR 1.3 MILES TO SUMMIT.  LEAVE TRUCK,
 AZ0592'CROSS FENCE, AND WALK APPROX. 150 YARDS TO THE HIGHEST POINT
 AZ0592'AND THE STATION AS DESCRIBED IN USC AND GS QUAD 291001,
 AZ0592'STATION 1006.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM1003 ***********************************************************************
 EM1003  DESIGNATION -  GOODLETT
 EM1003  PID         -  EM1003
 EM1003  STATE/COUNTY-  TX/HARDEMAN
 EM1003  USGS QUAD   -  GOODLETT (1990)
 EM1003
 EM1003                         *CURRENT SURVEY CONTROL
 EM1003  ___________________________________________________________________
 EM1003* NAD 83(1993)-  34 19 38.15379(N)    099 52 47.17400(W)     ADJUSTED  
 EM1003* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 EM1003  ___________________________________________________________________
 EM1003  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 EM1003  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EM1003
 EM1003  HORZ ORDER  -  THIRD
 EM1003
 EM1003.The horizontal coordinates were established by classical geodetic methods
 EM1003.and adjusted by the National Geodetic Survey in February 1996..
 EM1003
 EM1003.The orthometric height was scaled from a topographic map.
 EM1003
 EM1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM1003
 EM1003.The geoid height was determined by GEOID03.
 EM1003
 EM1003;                    North         East     Units Scale Factor Converg.
 EM1003;SPC TXNC     - 2,295,895.158   473,009.454   MT  1.00012055   -0 45 09.1
 EM1003;SPC TXNC     - 7,532,449.36  1,551,865.18   sFT  1.00012055   -0 45 09.1
 EM1003;UTM  14      - 3,798,793.847   419,066.823   MT  0.99968074   -0 29 46.1
 EM1003
 EM1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1003!SPC TXNC     -   0.99992924  x   1.00012055  =   1.00004979
 EM1003!UTM  14      -   0.99992924  x   0.99968074  =   0.99961001
 EM1003
 EM1003|---------------------------------------------------------------------|
 EM1003| PID    Reference Object                     Distance      Geod. Az  |
 EM1003|                                                           dddmmss.s |
 EM1003| CX8174 GOODLETT RM 1                        23.699 METERS 00218     |
 EM1003| CX8175 GOODLETT RM 2                        15.060 METERS 17909     |
 EM1003| CX7284 GOODLETT AZ MK                                     1840302.3 |
 EM1003|---------------------------------------------------------------------|
 EM1003
 EM1003                          SUPERSEDED SURVEY CONTROL
 EM1003
 EM1003  NAD 83(1993)-  34 19 38.15402(N)    099 52 47.17415(W) AD(       ) 3
 EM1003  NAD 83(1986)-  34 19 38.15957(N)    099 52 47.16625(W) AD(       ) 3
 EM1003  NAD 27      -  34 19 37.90602(N)    099 52 45.79357(W) AD(       ) 3
 EM1003
 EM1003.Superseded values are not recommended for survey control.
 EM1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1003.See file dsdata.txt to determine how the superseded data were derived.
 EM1003
 EM1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC1906798794(NAD 83)
 EM1003_MARKER: DS = TRIANGULATION STATION DISK
 EM1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1003_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM1003
 EM1003  HISTORY     - Date     Condition        Report By
 EM1003  HISTORY     - 1964     MONUMENTED       CGS
 EM1003
 EM1003                          STATION DESCRIPTION
 EM1003
 EM1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JWC)
 EM1003'THE STATION IS ABOUT 8-1/2 MILES WEST-NORTHWEST OF QUANAH, 3/4 MILE
 EM1003'SOUTHEAST OF GOODLETT, 1/2 MILE SOUTH OF U.S. HIGHWAY 287 AND ON THE
 EM1003'EAST RIGHT OF WAY OF FARM ROAD 2363.
 EM1003'
 EM1003'TO REACH THE STATION FROM THE POST OFFICE IN GOODLETT, GO EAST ON
 EM1003'U.S. HIGHWAY 287 FOR 0.3 MILE.  TURN RIGHT AND GO SOUTH ON FARM ROAD
 EM1003'2363 FOR 0.5 MILE TO THE STATION MARK ON THE LEFT.  CONTINUE SOUTH
 EM1003'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AND A SIDE ROAD ON THE
 EM1003'LEFT THAT LEADS TO THE FARM HOME OF E.J. BRANDON.
 EM1003'
 EM1003'THE STATION MARK IS A STANDARD DISK STAMPED GOODLETT 1967, SET IN THE
 EM1003'TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER, THAT IS SET
 EM1003'5 INCHES BELOW THE GROUND SURFACE.  IT IS 79.6 FEET SOUTH OF A
 EM1003'TELEPHONE LINE POLE, 47.0 FEET EAST OF THE CENTERLINE OF FARM ROAD
 EM1003'2363, 3.4 FEET NORTHWEST OF A WITNESS POST AND 2.7 FEET WEST OF A
 EM1003'FENCE.  THE UNDERGROUND MARK IS SET 38 INCHES BELOW THE GROUND
 EM1003'SURFACE.
 EM1003'
 EM1003'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GOODLETT NO 1 1967, SET
 EM1003'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1003'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 79.9 FEET NORTH
 EM1003'OF THE WITNESS POST, 49.0 FEET EAST OF THE CENTERLINE OF THE
 EM1003'ROAD, 1.5 FEET SOUTH OF THE POLE AND 1.2 FEET WEST OF THE FENCE.
 EM1003'THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 77.88 FEET OR 23.738
 EM1003'METERS.
 EM1003'
 EM1003'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GOODLETT NO 2 1967, SET
 EM1003'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1003'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 49.2 FEET EAST OF
 EM1003'THE CENTERLINE OF THE ROAD, 47.1 FEET SOUTH OF THE WITNESS
 EM1003'POST AND 1.0 FOOT WEST OF THE FENCE.  THE DISTANCE FROM THE AXIS
 EM1003'OF THE TELESCOPE IS 49.72 FEET OR 15.154 METERS.
 EM1003'
 EM1003'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GOODLETT 1967, SET IN THE
 EM1003'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 EM1003'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 48.5 FEET WEST OF THE
 EM1003'CENTERLINE OF FARM ROAD 2363, 1.7 FEET NORTHWEST OF A POWER LINE
 EM1003'BRACE POLE, 1.5 FEET SOUTHWEST OF A WITNESS POST AND 1.5 FEET EAST OF
 EM1003'A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0603 ***********************************************************************
 BN0603  DESIGNATION -  GOODRICH
 BN0603  PID         -  BN0603
 BN0603  STATE/COUNTY-  TX/BURNET
 BN0603  USGS QUAD   -  NARUNA (1967)
 BN0603
 BN0603                         *CURRENT SURVEY CONTROL
 BN0603  ___________________________________________________________________
 BN0603* NAD 83(1993)-  30 52 42.26246(N)    098 21 53.01139(W)     ADJUSTED  
 BN0603* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 BN0603  ___________________________________________________________________
 BN0603  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 BN0603  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 BN0603
 BN0603  HORZ ORDER  -  SECOND
 BN0603
 BN0603.The horizontal coordinates were established by classical geodetic methods
 BN0603.and adjusted by the National Geodetic Survey in February 1996..
 BN0603
 BN0603.The orthometric height was scaled from a topographic map.
 BN0603
 BN0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0603
 BN0603.The geoid height was determined by GEOID03.
 BN0603
 BN0603;                    North         East     Units Scale Factor Converg.
 BN0603;SPC TX C     - 3,135,992.728   888,216.932   MT  0.99988403   +1 00 50.2
 BN0603;SPC TX C     -10,288,669.48  2,914,091.72   sFT  0.99988403   +1 00 50.2
 BN0603;UTM  14      - 3,416,299.195   560,724.575   MT  0.99964549   +0 19 33.8
 BN0603
 BN0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0603!SPC TX C     -   0.99993064  x   0.99988403  =   0.99981468
 BN0603!UTM  14      -   0.99993064  x   0.99964549  =   0.99957616
 BN0603
 BN0603|---------------------------------------------------------------------|
 BN0603| PID    Reference Object                     Distance      Geod. Az  |
 BN0603|                                                           dddmmss.s |
 BN0603| CV4127 GOODRICH RM 1                        17.758 METERS 03850     |
 BN0603| CV4128 GOODRICH RM 2                        19.233 METERS 30056     |
 BN0603| CV4126 GOODRICH AZ MK                                     3102701.9 |
 BN0603| BN0609 GOODRICH RANCH KKL 639 MAST         APPROX. 5.2 KM 3404304.9 |
 BN0603|---------------------------------------------------------------------|
 BN0603
 BN0603                          SUPERSEDED SURVEY CONTROL
 BN0603
 BN0603  NAD 83(1986)-  30 52 42.27319(N)    098 21 52.99732(W) AD(       ) 2
 BN0603  NAD 27      -  30 52 41.63140(N)    098 21 51.88830(W) AD(       ) 2
 BN0603
 BN0603.Superseded values are not recommended for survey control.
 BN0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0603.See file dsdata.txt to determine how the superseded data were derived.
 BN0603
 BN0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV6072516299(NAD 83)
 BN0603_MARKER: DS = TRIANGULATION STATION DISK
 BN0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0603_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0603
 BN0603  HISTORY     - Date     Condition        Report By
 BN0603  HISTORY     - 1956     MONUMENTED       CGS
 BN0603
 BN0603                          STATION DESCRIPTION
 BN0603
 BN0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0603'THE STATION IS ABOUT 11 MILES NORTHWEST OF BURNET, ON LAND
 BN0603'OWNED BY THE GOODRICH RANCH.  IT IS ABOUT 200 YARDS NORTHWEST
 BN0603'OF A WINDMILL AND A WATER TANK AND 4 FEET SOUTH OF A 4 IN
 BN0603'X 4 IN WHITE WITNESS POST.
 BN0603'
 BN0603'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 BN0603'AND STATE HIGHWAY 29 IN BURNET, GO NORTH ON HIGHWAY 281 FOR 9.45
 BN0603'MILES TO A STORE AND A SERVICE STATION ON THE RIGHT, CONTINUE
 BN0603'NORTH ON THE HIGHWAY FOR 2.45 MILE TO A CROSSROADS AT A
 BN0603'SIGN GREENWOOD, TURN LEFT AND GO WEST 0.1 MILE TO A T-JUNCTION,
 BN0603'TURN RIGHT AND GO NORTHWESTERLY FOR 2.25 MILE TO A T-JUNCTION,
 BN0603'TURN LEFT AND GO WESTERLY FOR 4.25 MILE TO A CROSSROADS
 BN0603'AT AN OLD STONE BUILDING ON THE RIGHT, TURN LEFT AND GO
 BN0603'SOUTHERLY FOR 4.55 MILES TO A CATTLE GUARD AND A SIGN
 BN0603'GOODRICH RANCH, CROSS THE CATTLE GUARD AND GO SOUTHERLY FOR
 BN0603'2.65 MILE TO A CATTLE GUARD ABOUT 200 YARDS EAST OF THE
 BN0603'MAIN RANCH BUILDINGS, CROSS THE CATTLE GUARD AND GO
 BN0603'EASTERLY FOR 0.95 MILE TO A LINE CABIN ON THE RIGHT,
 BN0603'CONTINUE EASTERLY FOR 0.15 MILE TO A Y-JUNCTION, BEAR
 BN0603'LEFT AND GO EASTERLY FOR 0.1 MILE TO A CREEK, CROSS THE
 BN0603'CREEK, TURN LEFT AND GO NORTHERLY FOR 1.2 MILES TO A BOARD GATE
 BN0603'JUST EAST OF A WINDWMILL, PASS THROUGH THE GATE AND
 BN0603'CONTINUE NORTH FOR 0.15 MILE TO A Y-JUNCTION, BEAR RIGHT AND GO
 BN0603'EASTERLY FOR 0.65 MILE TO A Y-JUNCTION, BEAR LEFT AND
 BN0603'CONTINUE EASTERLY FOR 0.15 MILE TO A Y-JUNCTION, BEAR LEFT
 BN0603'AND GO SOUTHERLY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 BN0603'LEFT, CONTINUE SOUTHERLY FOR 0.3 MILE TO THE STATION.
 BN0603'
 BN0603'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BN0603'GOODRICH 1956.
 BN0603'
 BN0603'REFERENCE MARK 1 IS 55 FEET NORTHEAST OF THE WITNESS POST.
 BN0603'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED GOODRICH
 BN0603'NO 1 1956.
 BN0603'
 BN0603'REFERENCE MARK 2 IS 66 FEET NORTHWEST OF THE WITNESS POST.
 BN0603'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 BN0603'GOODRICH NO 2 1956.
 BN0603'
 BN0603'THE AZIMUTH MARK IS 9 FEET NORTHEAST OF THE CENTER OF THE
 BN0603'ROAD AND 2 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE WITNESS
 BN0603'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0603'GOODRICH 1956.
 BN0603'
 BN0603'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0609 ***********************************************************************
 BN0609  DESIGNATION -  GOODRICH RANCH KKL 639 MAST
 BN0609  PID         -  BN0609
 BN0609  STATE/COUNTY-  TX/BURNET
 BN0609  USGS QUAD   -  TOW (1976)
 BN0609
 BN0609                         *CURRENT SURVEY CONTROL
 BN0609  ___________________________________________________________________
 BN0609* NAD 83(1993)-  30 55 22.66855(N)    098 22 58.10507(W)     ADJUSTED  
 BN0609* NAVD 88     -                                                        
 BN0609  ___________________________________________________________________
 BN0609  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 BN0609  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 BN0609
 BN0609  HORZ ORDER  -  THIRD
 BN0609
 BN0609.The horizontal coordinates were established by classical geodetic methods
 BN0609.and adjusted by the National Geodetic Survey in February 1996..
 BN0609
 BN0609
 BN0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0609
 BN0609.The geoid height was determined by GEOID03.
 BN0609
 BN0609;                    North         East     Units Scale Factor Converg.
 BN0609;SPC TX C     - 3,140,900.902   886,401.742   MT  0.99988268   +1 00 16.7
 BN0609;SPC TX C     -10,304,772.38  2,908,136.38   sFT  0.99988268   +1 00 16.7
 BN0609;UTM  14      - 3,421,227.622   558,968.843   MT  0.99964289   +0 19 01.8
 BN0609
 BN0609                          SUPERSEDED SURVEY CONTROL
 BN0609
 BN0609  NAD 83(1986)-  30 55 22.67959(N)    098 22 58.09055(W) AD(       ) 4
 BN0609  NAD 27      -  30 55 22.04600(N)    098 22 56.97800(W) AD(       ) 3
 BN0609
 BN0609.Superseded values are not recommended for survey control.
 BN0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0609.See file dsdata.txt to determine how the superseded data were derived.
 BN0609
 BN0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV5896921228(NAD 83)
 BN0609_MARKER: 42 = RADIO/TV MAST
 BN0609
 BN0609  HISTORY     - Date     Condition        Report By
 BN0609  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0609
 BN0609                          STATION DESCRIPTION
 BN0609
 BN0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0609'THE STATION IS LOCATED AT THE GOODRICH RANCH HEADQUARTERS ABOUT
 BN0609'13 MILES NORTHWEST OF BURNET.  IT IS RED AND WHITE IN COLOR,
 BN0609'AND ABOUT 125 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE
 BN0609'TOP-CENTER OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2147 ***********************************************************************
 BL2147  DESIGNATION -  GOODRICH UNITED GAS CO TANK
 BL2147  PID         -  BL2147
 BL2147  STATE/COUNTY-  TX/POLK
 BL2147  USGS QUAD   -  GOODRICH (1984)
 BL2147
 BL2147                         *CURRENT SURVEY CONTROL
 BL2147  ___________________________________________________________________
 BL2147* NAD 83(1993)-  30 36 27.74852(N)    094 56 17.04240(W)     ADJUSTED  
 BL2147* NAVD 88     -                                                        
 BL2147  ___________________________________________________________________
 BL2147  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BL2147  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL2147
 BL2147  HORZ ORDER  -  THIRD
 BL2147
 BL2147.The horizontal coordinates were established by classical geodetic methods
 BL2147.and adjusted by the National Geodetic Survey in February 1996..
 BL2147
 BL2147
 BL2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2147
 BL2147.The geoid height was determined by GEOID03.
 BL2147
 BL2147;                    North         East     Units Scale Factor Converg.
 BL2147;SPC TX C     - 3,116,862.189 1,217,116.324   MT  0.99990520   +2 46 44.0
 BL2147;SPC TX C     -10,225,905.37  3,993,155.81   sFT  0.99990520   +2 46 44.0
 BL2147;UTM  15      - 3,387,727.710   314,210.089   MT  1.00002583   -0 59 13.4
 BL2147
 BL2147                          SUPERSEDED SURVEY CONTROL
 BL2147
 BL2147  NAD 83(1986)-  30 36 27.76065(N)    094 56 17.02939(W) AD(       ) 4
 BL2147  NAD 27      -  30 36 27.03800(N)    094 56 16.26600(W) AD(       ) 3
 BL2147
 BL2147.Superseded values are not recommended for survey control.
 BL2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2147.See file dsdata.txt to determine how the superseded data were derived.
 BL2147
 BL2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1421087728(NAD 83)
 BL2147_MARKER: 53 = ELEVATED TANK
 BL2147
 BL2147  HISTORY     - Date     Condition        Report By
 BL2147  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2147  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL2147
 BL2147                          STATION DESCRIPTION
 BL2147
 BL2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2147'THIS INTERSECTION STATION IS THE LOW, SQUAT, SILVER TANK OF THE
 BL2147'UNITED GAS PUBLIC SERVICE COMPANY, NEAR GOODRICH, TEXAS.  IT
 BL2147'IS LOCATED ABOUT 0.4 MILE E OF GOODRICH, ABOUT 0.1 MILE S OF THE
 BL2147'LIBERTY-GOODRICH ROAD, ABOUT 30 FEET S OF THE SE CORNER OF THE
 BL2147'AUXILIARY POWER HOUSE, AND ABOUT 80 FEET SW OF THE MAIN POWER
 BL2147'HOUSE.  THE TANK WAS ERECTED IN 1930.  IT IS NOT ESPECIALLY
 BL2147'PROMINENT.
 BL2147'
 BL2147'THE TANK HAS FOUR STRAIGHT TRUSSWORK LEGS ABOUT 40 FEET HIGH.
 BL2147'THE FLAT OVAL SECTION EXTENDS DOWNWARD ABOUT 4 FEET.  THE
 BL2147'VERTICAL SECTION IS ABOUT 20 FEET.  IT HAS NO CATWALK AND
 BL2147'RAIL.  THE FLAT SPHERICAL ROOF HAS A BALL AT ITS APEX.  THE
 BL2147'TOTAL HEIGHT IS ABOUT 65 FEET.
 BL2147
 BL2147                          STATION RECOVERY (1997)
 BL2147
 BL2147'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1385 ***********************************************************************
 AH1385  DESIGNATION -  GOODY
 AH1385  PID         -  AH1385
 AH1385  STATE/COUNTY-  TX/KENEDY
 AH1385  USGS QUAD   -  YARBOROUGH PASS (1975)
 AH1385
 AH1385                         *CURRENT SURVEY CONTROL
 AH1385  ___________________________________________________________________
 AH1385* NAD 83(1993)-  27 12 27.34524(N)    097 21 57.43824(W)     ADJUSTED  
 AH1385* NAVD 88     -        11.8    (meters)      39.     (feet)  VERTCON   
 AH1385  ___________________________________________________________________
 AH1385  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AH1385  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AH1385
 AH1385  HORZ ORDER  -  THIRD
 AH1385
 AH1385.The horizontal coordinates were established by classical geodetic methods
 AH1385.and adjusted by the National Geodetic Survey in February 1996..
 AH1385
 AH1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1385
 AH1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1385
 AH1385.The geoid height was determined by GEOID03.
 AH1385
 AH1385;                    North         East     Units Scale Factor Converg.
 AH1385;SPC TX S     - 5,171,226.991   412,339.469   MT  0.99990126   +0 30 53.5
 AH1385;SPC TX S     -16,965,933.89  1,352,817.07   sFT  0.99990126   +0 30 53.5
 AH1385;UTM  14      - 3,010,484.060   661,836.166   MT  0.99992332   +0 44 50.2
 AH1385
 AH1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1385!SPC TX S     -   1.00000202  x   0.99990126  =   0.99990328
 AH1385!UTM  14      -   1.00000202  x   0.99992332  =   0.99992534
 AH1385
 AH1385|---------------------------------------------------------------------|
 AH1385| PID    Reference Object                     Distance      Geod. Az  |
 AH1385|                                                           dddmmss.s |
 AH1385| CV3232 GOODY RM 2                                         01727     |
 AH1385| CS4323 GOODY RM 3                           39.075 METERS 15047     |
 AH1385| CV3231 GOODY RM 1                                         15133     |
 AH1385| AH1386 THUNDER                             APPROX. 1.2 KM 2185703.7 |
 AH1385| CS4324 GOODY RM 4                            9.375 METERS 28551     |
 AH1385|---------------------------------------------------------------------|
 AH1385
 AH1385                          SUPERSEDED SURVEY CONTROL
 AH1385
 AH1385  NAD 83(1986)-  27 12 27.36312(N)    097 21 57.41527(W) AD(       ) 3
 AH1385  NAD 27      -  27 12 26.19313(N)    097 21 56.46869(W) AD(       ) 3
 AH1385  NGVD 29 (06/28/90)   11.9    (m)           39.     (f) VERT ANG       
 AH1385
 AH1385.Superseded values are not recommended for survey control.
 AH1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1385.See file dsdata.txt to determine how the superseded data were derived.
 AH1385
 AH1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6183610484(NAD 83)
 AH1385_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH1385_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH1385_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AH1385_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1385+STABILITY: SURFACE MOTION
 AH1385
 AH1385  HISTORY     - Date     Condition        Report By
 AH1385  HISTORY     - 1968     MONUMENTED       CGS
 AH1385  HISTORY     - 1969     GOOD             CGS
 AH1385  HISTORY     - 1984     GOOD             DMA
 AH1385  HISTORY     - 1984     GOOD             DMA
 AH1385  HISTORY     - 1985     GOOD             NGS
 AH1385
 AH1385                          STATION DESCRIPTION
 AH1385
 AH1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1385'STATION IS LOCATED ON PADRE ISLAND ABOUT 35 MILES SOUTH
 AH1385'SOUTHEAST OF CORPUS CHRISTI, ABOUT 41 MILES SOUTH SOUTHWEST
 AH1385'OF PORT ARANSAS, AND ABOUT OPPOSITE BAFFIN BAY.
 AH1385'
 AH1385'TO REACH FROM THE JUNCTION OF PARK ROAD 22 AND PARK ROAD
 AH1385'53 ON PADRE ISLAND, GO SOUTH SOUTHEAST ON PARK ROAD 22 FOR
 AH1385'2.05 MILES TO ROAD ON LEFT.  TURN LEFT, AND GO 0.3 MILE TO
 AH1385'ROAD ON RIGHT THAT PARALLELS THE BEACH.  TURN RIGHT AND GO
 AH1385'SOUTHWEST 0.2 MILE TO BOB HALL PIER (ALSO CALLED NUECES
 AH1385'COUNTY PARK PIER).  CONTINUE SOUTHWEST ON BEACH FOR 11.0 MILES
 AH1385'TO THE ENTRANCE TO PADRE ISLAND NATIONAL SEASHORE PARK SERVICE,
 AH1385'NORTH DISTRICT, RANGER HEADQUARTERS, THENCE 17.6 MILES TO
 AH1385'STATION ON PROMINENT SAND DUNE 680.0 FEET WEST OF HWL.
 AH1385'
 AH1385'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED GOODY 1968
 AH1385'BRAZED INTO THE TOP OF A 2 INCH GALVANIZED-IRON PIPE SAND-BUCKETED
 AH1385'9 FEET INTO THE GROUND AND PROJECTING 1.5 FEET.  IT IS 4.0
 AH1385'FEET WEST OF A 4 X 4 INCH WITNESS POST.
 AH1385'
 AH1385'R.M. 1 IS A STANDARD REFERENCE MARK DISK STAMPED GOODY NO
 AH1385'1 1968 LEADED INTO THE TOP OF A 2 INCH GALVANIZED-IRON PIPE
 AH1385'SAND-BUCKETED 9 FEET INTO THE GROUND AND PROJECTING 1.5
 AH1385'FEET.  IT IS 129.11 FEET SOUTH OF STATION ON A PROMINENT
 AH1385'SAND DUNE.
 AH1385'
 AH1385'R.M. 2 IS A STANDARD REFERENCE MARK DISK STAMPED GOODY NO
 AH1385'2 1968 LEADED INTO THE TOP OF A 2 INCH GALVANIZED-IRON PIPE
 AH1385'DRIVEN DEEP INTO THE SAND AND PROJECTING 1 FOOT.  IT IS ON
 AH1385'THE BEACH, 210.0 FEET NORTHWEST OF HWL, 15.3 FEET NORTHEAST
 AH1385'OF A CEDAR POST WITH WITNESS SIGN AND 14.5 FEET SOUTHEAST
 AH1385'OF ANOTHER CEDAR POST WITH WITNESS SIGN.
 AH1385'
 AH1385'STATION CAN BEST BE REACHED BY TRAVELING BEACH IN A 4 WHEEL
 AH1385'DRIVE VEHICLE.  PERMISSION SHOULD BE OBTAINED FROM PADRE
 AH1385'ISLAND NATIONAL SEASHORE PARK SERVICE, NORTH DISTRICT, RANGER
 AH1385'HEADQUARTERS.
 AH1385
 AH1385                          STATION RECOVERY (1969)
 AH1385
 AH1385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1385'STATION RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 AH1385'THE DESCRIPTION AND ROUTE PROCEEDING TO STATION SITE WAS
 AH1385'FOUND TO BE ADEQUATE FOR RECOVERY
 AH1385'
 AH1385'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 35
 AH1385'MILES SOUTH OF CORPUS CHRISTI.
 AH1385
 AH1385                          STATION RECOVERY (1984)
 AH1385
 AH1385'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (AP)
 AH1385'GOODY 1968 USC AND GS RECOVERED GOOD.
 AH1385
 AH1385                          STATION RECOVERY (1984)
 AH1385
 AH1385'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (AP)
 AH1385'RECOVERED IN GOOD CONDITION.
 AH1385
 AH1385                          STATION RECOVERY (1985)
 AH1385
 AH1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1385'THE STATION WAS RECOVERED AT THIS DATE.
 AH1385'THE REFERENCE MARKS WERE SEARCHED FOR BUT NOT RECOVERED. REFERENCE
 AH1385'MARKS 3 AND 4 WERE ESTABLISHEED AT THIS TIME. A NEW DESCRIPTION
 AH1385'FOLLOWS.
 AH1385'
 AH1385'THE STATION IS LOCATED ABOUT 64.4 KM (40 MI)
 AH1385'SOUTH OF CORPUS CHRISTI,
 AH1385'59.5 KM (37 MI) SOUTHEAST OF KINGSVILLE AND 20.9 KM (13.0 MI) EAST
 AH1385'OF SARITA.
 AH1385'OWNERSHIP--U S DEPARTMENT OF THE INTERIOR, PADRE ISLAND NATIONAL
 AH1385'SEASHORE, FLOUR BLUFF HEADQUARTERS, 9405 S PADRE ISLAND DR, PHONE
 AH1385'512-937-2621.
 AH1385'
 AH1385'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 358 AND
 AH1385'PARK ROADS 22 AND 53 ON PADRE ISLAND, GO SOUTH ON ROAD 22 FOR 25.7
 AH1385'KM (16.0 MI) TO THE END OF THE PAVED ROAD AT THE BEACH. CONTINUE
 AH1385'SOUTH ALONG THE BEACH FOR 9.2 KM (5.7 MI) TO A SIGN, 4 WHEEL DRIVE
 AH1385'ONLY. CONTINUE SOUTH FOR 15.0 KM (9.3 MI) TO A SAND ROAD RIGHT
 AH1385'THROUGH THE DUNE LINE. TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI)
 AH1385'TO THE DUNE LINE. CONTINUE WEST FOR 0.1 KM (0.05 MI) TO A SIGN, DO
 AH1385'NOT DRIVE ON DUNES OR GRASS AND A DIM ROAD RIGHT. PACK NORTH ON DIM
 AH1385'ROAD FOR ABOUT 0.1 KM (0.05 MI) TO THE STATION ATOP A LARGE SAND
 AH1385'DUNE ON THE RIGHT.
 AH1385'
 AH1385'THE STATION IS A STANDARD NGS DISK
 AH1385'STAMPED---GOODY 1968---,
 AH1385'SET INTO THE TOP OF A METAL PIPE IMBEDDED IN A MASS OF CONCRETE
 AH1385'PROJECTING 23 CM ABOVE GROUND. LOCATED
 AH1385'39.3 METERS (129 FT) WEST-NORTHWEST FROM A WITNESS POST,
 AH1385'10.0 METERS (32.8 FT) EAST FROM A WITNESS POST AND
 AH1385'1.6 METERS (5.1 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 AH1385'
 AH1385'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 AH1385'STAMPED---GOODY 1968 NO 3 1985---,
 AH1385'BRAZED TO THE TOP OF A 2-INCH GALVANIZED METAL PIPE SURROUNDED
 AH1385'BY A MASS OF CONCRETE PROJECTING 24 CM ABOVE GROUND. LOCATED
 AH1385'38.7 METERS (127 FT) EAST-SOUTHEAST FROM A WITNESS POST AND
 AH1385'0.5 METER (1.7 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 AH1385'MARK IS 1.0 METER BELOW THE STATION.
 AH1385'
 AH1385'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK
 AH1385'STAMPED---GOODY 1968 NO 4 1985---,
 AH1385'BRAZED TO THE TOP OF A 2-INCH GALVANIZED METAL PIPE SURROUNDED
 AH1385'BY A MASS OF CONCRETE PROJECTING 26 CM ABOVE GROUND. LOCATED
 AH1385'11.1 METERS (36.4 FT) WEST FROM A WITNESS POST AND
 AH1385'0.8 METER (2.5 FT) SOUTHEAST FROM A WITNESS POST.
 AH1385'MARK IS 2.0 METERS BELOW THE STATION.
 AH1385'
 AH1385'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 AH1385'
 AH1385'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK. STATION
 AH1385'THUNDER 1939 WILL SERVE AS THE AZIMUTH. SEE DESCRIPTION THEREOF.
 AH1385'
 AH1385'DESCRIBED BY D. L MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0799 ***********************************************************************
 CV0799  DESIGNATION -  GOON
 CV0799  PID         -  CV0799
 CV0799  STATE/COUNTY-  TX/ANDREWS
 CV0799  USGS QUAD   -  FLOREY (1971)
 CV0799
 CV0799                         *CURRENT SURVEY CONTROL
 CV0799  ___________________________________________________________________
 CV0799* NAD 83(1993)-  32 22 33.46490(N)    102 36 16.72961(W)     ADJUSTED  
 CV0799* NAVD 88     -       985.4    (meters)    3233.     (feet)  VERTCON   
 CV0799  ___________________________________________________________________
 CV0799  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 CV0799  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CV0799
 CV0799  HORZ ORDER  -  FIRST
 CV0799
 CV0799.The horizontal coordinates were established by classical geodetic methods
 CV0799.and adjusted by the National Geodetic Survey in February 1996..
 CV0799
 CV0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0799
 CV0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0799
 CV0799.The geoid height was determined by GEOID03.
 CV0799
 CV0799;                    North         East     Units Scale Factor Converg.
 CV0799;SPC TXNC     - 2,086,199.640   213,850.812   MT  0.99994164   -2 14 19.1
 CV0799;SPC TXNC     - 6,844,473.32    701,608.87   sFT  0.99994164   -2 14 19.1
 CV0799;UTM  13      - 3,584,632.867   725,354.005   MT  1.00022630   +1 16 59.5
 CV0799
 CV0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0799!SPC TXNC     -   0.99984893  x   0.99994164  =   0.99979058
 CV0799!UTM  13      -   0.99984893  x   1.00022630  =   1.00007520
 CV0799
 CV0799:                Primary Azimuth Mark                     Grid Az
 CV0799:SPC TXNC     -  GOON AZ MK                               059 23 01.9
 CV0799:UTM  13      -  GOON AZ MK                               055 51 43.3
 CV0799
 CV0799|---------------------------------------------------------------------|
 CV0799| PID    Reference Object                     Distance      Geod. Az  |
 CV0799|                                                           dddmmss.s |
 CV0799| CH9450 GOON AZ MK                                         0570842.8 |
 CV0799| CH9451 GOON RM 1                            31.306 METERS 07620     |
 CV0799| CH9452 GOON RM 2                            25.597 METERS 32849     |
 CV0799|---------------------------------------------------------------------|
 CV0799
 CV0799                          SUPERSEDED SURVEY CONTROL
 CV0799
 CV0799  NAD 83(1993)-  32 22 33.46748(N)    102 36 16.72356(W) AD(       ) 1
 CV0799  NAD 83(1986)-  32 22 33.46616(N)    102 36 16.71919(W) AD(       ) 1
 CV0799  NAD 27      -  32 22 33.05900(N)    102 36 15.12500(W) AD(       ) 1
 CV0799  NGVD 29 (07/19/86)  985.0    (m)         3232.     (f) VERT ANG       
 CV0799
 CV0799.Superseded values are not recommended for survey control.
 CV0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0799.See file dsdata.txt to determine how the superseded data were derived.
 CV0799
 CV0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR2535484633(NAD 83)
 CV0799_MARKER: DS = TRIANGULATION STATION DISK
 CV0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0799
 CV0799  HISTORY     - Date     Condition        Report By
 CV0799  HISTORY     - 1935     MONUMENTED       CGS
 CV0799  HISTORY     - 1938     GOOD             TXHD
 CV0799  HISTORY     - 1947     GOOD             PHILIP
 CV0799  HISTORY     - 1953     GOOD             CGS
 CV0799  HISTORY     - 1970     GOOD             USGS
 CV0799
 CV0799                          STATION DESCRIPTION
 CV0799
 CV0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0799'STATION IS 4.5 MILES AIR LINE NW OF ANDREWS, TEXAS, IN SEC.
 CV0799'19, BLOCK A 36.  IT IS ON A HIGH SANDY RIDGE ON THE FIRST
 CV0799'HIGH GROUND SSE OF SHAFTER LAKE AND ABOUT 2 MILES SE OF THE
 CV0799'LAKE.  100 YARDS W OF THE E END OF THE STATION RIDGE.  ABOUT
 CV0799'1.5 MILES AND 209 DEG MAGNETIC FROM A LONE WINDMILL IN A SMALL
 CV0799'GROVE OF TREES.  ABOUT 200 YARDS S OF AN E-W FENCE LINE.
 CV0799'0.2 MILE SW OF A PLAIN TRACK ROAD AND A CATTLE GUARD.  40
 CV0799'FEET SE OF A LARGE DEAD MESQUITE BUSH IN A SHALLOW PIT.
 CV0799'SURFACE MARK PROJECTS 4 INCHES.
 CV0799'
 CV0799'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0799'BRONZE DISKS SET IN CONCRETE.
 CV0799'
 CV0799'REFERENCE MARK NO. 1 IS E OF STATION AND PROJECTS 4 INCHES.
 CV0799'
 CV0799'REFERENCE MARK NO. 2 IS WNW OF STATION AND PROJECTS 4 INCHES.
 CV0799'
 CV0799'AZIMUTH MARK IS NE OF STATION, 0.3 MILE E OF CATTLE GUARD,
 CV0799'2 FEET S OF E-W FENCE LINE, AND PROJECTS 4 INCHES.
 CV0799'
 CV0799'STATION IS REACHED FROM THE HIWAY CAFE IN ANDREWS, TEXAS
 CV0799'BY DRIVING N ON STATE HIGHWAY 51 FOR 2.0 MILES TO A POINT
 CV0799'WHERE A GRADED ROAD COMES IN FROM THE LEFT.  TURN LEFT ON THE
 CV0799'GRADED ROAD, PASS THROUGH CONCRETE CATTLE GUARD AND GO W
 CV0799'1.0 MILE AND THEN N 1.0 MILE TO END OF GRADE AT FORKS.  TAKE
 CV0799'LEFT FORK OR MAIN ROAD NORTHWESTERLY OVER A CATTLE GUARD FOR
 CV0799'0.2 MILE TO A WINDMILL AND DESERTED SHACK.  ROAD FORKS 100
 CV0799'YARDS W OF WINDMILL.  TAKE RIGHT FORK AND DRIVE NORTHERLY FOR
 CV0799'2.2 MILES TO A CATTLE GUARD IN AN E-W FENCE.  LEAVE ROAD
 CV0799'BEFORE CROSSING CATTLE GUARD AND DRIVE SW ACROSS COUNTRY
 CV0799'TOWARD HIGHEST PART OF RIDGE, 0.2 MILE DISTANT, AND STATION.
 CV0799'
 CV0799'A 15-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CV0799
 CV0799                          STATION RECOVERY (1938)
 CV0799
 CV0799'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0799'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0799'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.  DESCRIPTION
 CV0799'AS GIVEN IN REACHING STATION IS SATISFACTORY.
 CV0799
 CV0799                          STATION RECOVERY (1947)
 CV0799
 CV0799'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0799'STATION, AZIMUTH, AND BOTH REFERENCE MARKS ARE IN GOOD CONDITION
 CV0799'AS DESCRIBED.  STATION MARK IS STAMPED GOON 1935.
 CV0799
 CV0799                          STATION RECOVERY (1953)
 CV0799
 CV0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (BM)
 CV0799'STATION MONUMENT, AZIMUTH MARKER AND REFERENCE MARKERS WERE
 CV0799'LOCATED AND WERE IN EXCELLENT CONDITION.  THE ATTACHED PLATE
 CV0799'SHOWS THE LOCATION OF THE STATION AND AZIMUTH MARKER WITH RESPECT
 CV0799'TO EXISTING FENCES.  USING BENCH MARK A-144 AS A POINT OF
 CV0799'BEGINNING, A LINE OF LEVELS WAS RUN FROM ANDREWS TO SEMINOLE
 CV0799'ON A PROPOSED PIPELINE LOCATION.  THE ELEVATION OF GOON WAS
 CV0799'DETERMINED TO BE 3241.7 FT.
 CV0799'
 CV0799'STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAYS
 CV0799'51 AND 87 IN ANDREWS, TEXAS, BY DRIVING NORTH ON STATE HIGHWAY
 CV0799'51 FOR 2.0 MILES TO A POINT WHERE A GRADED ROAD COMES IN
 CV0799'FROM THE LEFT.  TURN LEFT ON THE GRADED ROAD AND GO WEST 1.0
 CV0799'MILE AND THEN NORTH 1.0 MILE TO THE END OF THE ROAD.  TURN
 CV0799'LEFT THROUGH A CATTLE GUARD PROCEEDING NORTHWESTERLY FOR
 CV0799'TWO-TENTHS MILES TO A WIND-MILL AND DESERTED SHACK.  ROAD
 CV0799'FORKS 100 YDS. NORTHWEST OF WINDMILL.  TAKE RIGHT FORK AND
 CV0799'DRIVE NORTHWESTERLY FOR 2.2 MILES TO AN ABANDONED WOODEN
 CV0799'CATTLE GUARD IN AN EAST-WEST FENCE.  LEAVE ROAD BEFORE
 CV0799'COMING TO CATTLE GUARD AND DRIVE SOUTHWEST ACROSS COUNTRY
 CV0799'TOWARD HIGHEST PART OF RIDGE 0.2 MILE DISTANT, AND STATION.
 CV0799
 CV0799                          STATION RECOVERY (1970)
 CV0799
 CV0799'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JLP)
 CV0799'TO REACH STATION FROM THE JCT. OF U.S. HWY 385 AND STATE
 CV0799'HWY 176 IN ANDREWS, GO NW ON HWY 176 4.3 MILES TO A X-ROADS.
 CV0799'TURN RIGHT ON PAVED RD, GO 2.3 MILES TO A T-RD EAST, TURN
 CV0799'RIGHT ON DIRT ROAD TRAVELING NORTHEAST ON MAIN ROAD 0.65 MILE
 CV0799'TO A BEND IN THE MAIN RD, BEAR LEFT 0.1 MILE TO A T-RD, TURN
 CV0799'RIGHT, TRAVEL 0.2 MILE TO A T-RD, TURN RIGHT, AFTER 0.15 MILE
 CV0799'ROAD BENDS LEFT (NORTHEAST) CONTINUE ON MAIN ROAD 0.3 MILE,
 CV0799'ROAD THEN BENDS TO LEFT (NORTHWEST) CONTINUE NORTHWEST 0.1
 CV0799'MI. TO A T-RD, TURN RIGHT, GO 0.3 MI TO A T-RD.  TURN LEFT,
 CV0799'NW FOR 0.55 MI TO WHERE MAIN ROAD BENDS RIGHT, BEAR RIGHT
 CV0799'0.25 MI TO WHERE RD BENDS RIGHT AT AN OIL WELL.  CONTINUE
 CV0799'STRAIGHT AHEAD-NORTHEAST CROSS COUNTRY 0.15 MILE TO
 CV0799'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2467 ***********************************************************************
 AN2467  CBN         -  This is a Cooperative Base Network Control Station.
 AN2467  DESIGNATION -  GOOSE
 AN2467  PID         -  AN2467
 AN2467  STATE/COUNTY-  TX/ARANSAS
 AN2467  USGS QUAD   -  ST CHARLES BAY (1973)
 AN2467
 AN2467                         *CURRENT SURVEY CONTROL
 AN2467  ___________________________________________________________________
 AN2467* NAD 83(1993)-  28 07 37.97128(N)    096 59 08.61588(W)     ADJUSTED  
 AN2467* NAVD 88     -         0.8    (meters)       3.     (feet)  GPS OBS   
 AN2467  ___________________________________________________________________
 AN2467  X           -    -684,618.532 (meters)                     COMP
 AN2467  Y           -  -5,587,277.060 (meters)                     COMP
 AN2467  Z           -   2,988,933.384 (meters)                     COMP
 AN2467  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AN2467  ELLIP HEIGHT-         -26.05  (meters)          (10/24/00) GPS OBS
 AN2467  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN2467
 AN2467  HORZ ORDER  -  B
 AN2467  ELLP ORDER  -  FOURTH    CLASS II
 AN2467
 AN2467.The horizontal coordinates were established by GPS observations
 AN2467.and adjusted by the National Geodetic Survey in May 1994..
 AN2467
 AN2467.The orthometric height was determined by GPS observations and a
 AN2467.high-resolution geoid model.
 AN2467
 AN2467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2467
 AN2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2467
 AN2467.The ellipsoidal height was determined by GPS observations
 AN2467.and is referenced to NAD 83.
 AN2467
 AN2467.The geoid height was determined by GEOID03.
 AN2467
 AN2467;                    North         East     Units Scale Factor Converg.
 AN2467;SPC TXSC     - 4,034,276.515   797,901.236   MT  1.00008336   +0 59 12.5
 AN2467;SPC TXSC     -13,235,788.87  2,617,780.97   sFT  1.00008336   +0 59 12.5
 AN2467;UTM  14      - 3,112,934.545   697,838.168   MT  1.00008310   +0 56 59.6
 AN2467
 AN2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2467!SPC TXSC     -   1.00000409  x   1.00008336  =   1.00008745
 AN2467!UTM  14      -   1.00000409  x   1.00008310  =   1.00008719
 AN2467
 AN2467                          SUPERSEDED SURVEY CONTROL
 AN2467
 AN2467  ELLIP H (05/09/94)  -25.91   (m)                       GP(       ) 4 2
 AN2467
 AN2467.Superseded values are not recommended for survey control.
 AN2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2467.See file dsdata.txt to determine how the superseded data were derived.
 AN2467
 AN2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9783812935(NAD 83)
 AN2467_MARKER: DD = SURVEY DISK
 AN2467_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN2467_SP_SET: CONCRETE POST
 AN2467_STAMPING: GOOSE
 AN2467_MARK LOGO: NOS   
 AN2467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AN2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2467+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 AN2467
 AN2467  HISTORY     - Date     Condition        Report By
 AN2467  HISTORY     - 1991     MONUMENTED       TXHD
 AN2467  HISTORY     - 19891212 GOOD             NOS
 AN2467  HISTORY     - 19930318 GOOD
 AN2467  HISTORY     - 20030430 GOOD             NGS
 AN2467  HISTORY     - 20051105 GOOD             USPSQD
 AN2467
 AN2467                          STATION DESCRIPTION
 AN2467
 AN2467'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1991
 AN2467'STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) NORTH-NORTHEAST OF
 AN2467'ROCKPORT, ON THE LAMAR PENINSULA, IN GOOSE ISLAND STATE PARK.
 AN2467'OWNERSHIP--GOOSE ISLAND STATE PARK.
 AN2467'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 35 AND FM 881 IN ROCKPORT,
 AN2467'GO NORTH ON HIGHWAY 35 FOR 14.5 KM (9.00 MI) CROSSING COPANO BAY
 AN2467'CAUSEWAY TO THE JUNCTION PARK ROAD 13.  TURN RIGHT, EAST, ON PARK
 AN2467'ROAD 13 FOR 2.33 KM (1.45 MI) TO A CROSSROAD.  TURN RIGHT, SOUTH, ON
 AN2467'ROAD FOR 0.56 KM (0.35 MI) TO THE PARK HEADQUARTERS (PERMISSION FOR
 AN2467'ENTRY CAN BE OBTAINED HERE). CONTINUE ON MAIN ROAD FOR 0.72 KM
 AN2467'(0.45 MI) TO A WOODEN BRIDGE.  CONTINUE ON MAIN ROAD FOR 0.08 KM) TO
 AN2467'THE STATION ON THE RIGHT.
 AN2467'STATION IS AN ALUMINUM DISK SET IN A CONCRETE POST RECESSED 25 CM WITH
 AN2467'A 15 CM DIAMETER PVC SLEEVE WITH LOGO CAP FLUSH WITH THE GROUND.  IT
 AN2467'IS ON THE EXTENDED CENTER LINE OF THE WOODEN BRIDGE, 106.4 M
 AN2467'(349.1 FT) SOUTH FROM THE SOUTH END OF THE BRIDGE, 3.0 M (9.8 FT)
 AN2467'NORTH FROM THE CONCRETE SEAWALL, 7.6 M (24.9 FT) WEST FROM A LINE OF
 AN2467'POST PROJECTING 60 CM AND 22.3 M (73.2 FT) WEST FROM THE CENTER OF
 AN2467'THE MAIN ROAD.
 AN2467
 AN2467                          STATION RECOVERY (1989)
 AN2467
 AN2467'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AN2467'THE STATION WAS RECOVERED AS DESCRIBED. RECOVERED BY P B WALBOLT.
 AN2467
 AN2467                          STATION RECOVERY (1993)
 AN2467
 AN2467'RECOVERED 1993
 AN2467'RECOVERED IN GOOD CONDITION.
 AN2467
 AN2467                          STATION RECOVERY (2003)
 AN2467
 AN2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 AN2467'RECOVERED IN GOOD CONDITION.
 AN2467
 AN2467                          STATION RECOVERY (2005)
 AN2467
 AN2467'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AN2467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6169 ***********************************************************************
 AW6169  DESIGNATION -  GOOSE CREEK MUNICIPAL TANK
 AW6169  PID         -  AW6169
 AW6169  STATE/COUNTY-  TX/HARRIS
 AW6169  USGS QUAD   -  MORGANS POINT (1993)
 AW6169
 AW6169                         *CURRENT SURVEY CONTROL
 AW6169  ___________________________________________________________________
 AW6169* NAD 83(1993)-  29 43 52.88493(N)    094 58 06.07321(W)     ADJUSTED  
 AW6169* NAVD 88     -                                                        
 AW6169  ___________________________________________________________________
 AW6169  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AW6169  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6169
 AW6169  HORZ ORDER  -  THIRD
 AW6169
 AW6169.The horizontal coordinates were established by classical geodetic methods
 AW6169.and adjusted by the National Geodetic Survey in February 1996..
 AW6169
 AW6169
 AW6169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6169
 AW6169.The geoid height was determined by GEOID03.
 AW6169
 AW6169;                    North         East     Units Scale Factor Converg.
 AW6169;SPC TXSC     - 4,217,074.186   989,920.735   MT  0.99988710   +1 58 30.6
 AW6169;SPC TXSC     -13,835,517.56  3,247,764.94   sFT  0.99988710   +1 58 30.6
 AW6169;UTM  15      - 3,290,640.257   309,628.439   MT  1.00004718   -0 58 35.3
 AW6169
 AW6169                          SUPERSEDED SURVEY CONTROL
 AW6169
 AW6169  NAD 83(1986)-  29 43 52.90120(N)    094 58 06.05458(W) AD(       ) 4
 AW6169  NAD 27      -  29 43 52.08708(N)    094 58 05.32027(W) AD(       ) 3
 AW6169
 AW6169.Superseded values are not recommended for survey control.
 AW6169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6169.See file dsdata.txt to determine how the superseded data were derived.
 AW6169
 AW6169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0962890640(NAD 83)
 AW6169_MARKER: 53 = ELEVATED TANK
 AW6169
 AW6169  HISTORY     - Date     Condition        Report By
 AW6169  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6169  HISTORY     - 1952     GOOD             CGS
 AW6169  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW6169
 AW6169                          STATION DESCRIPTION
 AW6169
 AW6169'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6169'THE STATION IS LOCATED IN THE CENTRAL PART OF GOOSE CREEK,
 AW6169'54 FEET SOUTH OF WEST PEARCE STREET AND 54 FEET WEST OF SOUTH
 AW6169'MAIN STREET.  IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING
 AW6169'THE TANK PROPER WITH AN OVERALL HEIGHT OF 130 FEET.  IT
 AW6169'IS SILVER COLORED AND THE POINT OBSERVED WAS THE ANTENNA
 AW6169'ON TOP.
 AW6169'
 AW6169'PROBABLY THE SAME STATION AS LOCATED IN 1931.
 AW6169
 AW6169                          STATION RECOVERY (1987)
 AW6169
 AW6169'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAC)
 AW6169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2257 ***********************************************************************
 AN2257  DESIGNATION -  GORDA
 AN2257  PID         -  AN2257
 AN2257  STATE/COUNTY-  TX/MATAGORDA
 AN2257  USGS QUAD   -  SOUTH OF PALACIOS POINT (1973)
 AN2257
 AN2257                         *CURRENT SURVEY CONTROL
 AN2257  ___________________________________________________________________
 AN2257* NAD 83(1993)-  28 28 29.20558(N)    096 14 58.97715(W)     ADJUSTED  
 AN2257* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2257  ___________________________________________________________________
 AN2257  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AN2257  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AN2257
 AN2257  HORZ ORDER  -  THIRD
 AN2257
 AN2257.The horizontal coordinates were established by classical geodetic methods
 AN2257.and adjusted by the National Geodetic Survey in February 1996..
 AN2257
 AN2257.The orthometric height was scaled from a topographic map.
 AN2257
 AN2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2257
 AN2257.The geoid height was determined by GEOID03.
 AN2257
 AN2257;                    North         East     Units Scale Factor Converg.
 AN2257;SPC TXSC     - 4,074,258.506   869,296.570   MT  0.99997501   +1 20 50.6
 AN2257;SPC TXSC     -13,366,963.12  2,852,017.16   sFT  0.99997501   +1 20 50.6
 AN2257;UTM  14      - 3,152,880.764   769,277.193   MT  1.00049498   +1 18 43.4
 AN2257
 AN2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2257!SPC TXSC     -   1.00000404  x   0.99997501  =   0.99997905
 AN2257!UTM  14      -   1.00000404  x   1.00049498  =   1.00049902
 AN2257
 AN2257|---------------------------------------------------------------------|
 AN2257| PID    Reference Object                     Distance      Geod. Az  |
 AN2257|                                                           dddmmss.s |
 AN2257| CV7224 GORDA RM 1                           79.000 METERS 23507     |
 AN2257| AN2261 GRANGERVILLE CLUB HOUSE CHIM        APPROX. 4.7 KM 2430115.5 |
 AN2257| AN2260 OSGOOD 2                            APPROX. 4.8 KM 2513042.5 |
 AN2257| CV7225 GORDA RM 2                           81.170 METERS 31822     |
 AN2257|---------------------------------------------------------------------|
 AN2257
 AN2257                          SUPERSEDED SURVEY CONTROL
 AN2257
 AN2257  NAD 83(1986)-  28 28 29.21266(N)    096 14 58.95835(W) AD(       ) 3
 AN2257  NAD 27      -  28 28 28.21000(N)    096 14 58.06500(W) AD(       ) 3
 AN2257
 AN2257.Superseded values are not recommended for survey control.
 AN2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2257.See file dsdata.txt to determine how the superseded data were derived.
 AN2257
 AN2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6927752881(NAD 83)
 AN2257_MARKER: DS = TRIANGULATION STATION DISK
 AN2257_SETTING: 0 = UNSPECIFIED SETTING
 AN2257
 AN2257  HISTORY     - Date     Condition        Report By
 AN2257  HISTORY     - 1934     MONUMENTED       CGS
 AN2257  HISTORY     - 1937     SEE DESCRIPTION  TSI
 AN2257  HISTORY     - 1938     SEE DESCRIPTION  CGS
 AN2257  HISTORY     - 1944     SEE DESCRIPTION  USE
 AN2257  HISTORY     - 1946     SEE DESCRIPTION  USE
 AN2257  HISTORY     - 1948     SEE DESCRIPTION  CGS
 AN2257  HISTORY     - 1950     SEE DESCRIPTION  CGS
 AN2257
 AN2257                          STATION DESCRIPTION
 AN2257
 AN2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2257'STATION IS LOCATED ON A LOW SAND KNOLL (ADJOINING THE BEACH
 AN2257'AT THIS POINT IS A CHAIN OF SAND DUNES AND THIS KNOLL IS ON
 AN2257'THE W SIDE OF THESE DUNES AND ADJOINING A FLAT MARSH) ON
 AN2257'MATAGORDA PENINSULA, ABOUT 8-1/2 MILES NE FROM THE END OF
 AN2257'PENINSULA, ABOUT 9 MILES NE FROM PORT O CONNOR, AND 150 METERS
 AN2257'NW FROM EDGE OF GULF BEACH (APPARENT HIGH-WATER LINE).  THERE
 AN2257'IS A SMALL GROVE OF SALT CEDARS 0.3 MILE WSW FROM STATION.
 AN2257'
 AN2257'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2257'SET IN CONCRETE.
 AN2257'
 AN2257'THE FOLLOWING MAGNETIC BEARINGS ARE GIVEN--HALFMOON REEF
 AN2257'LIGHT, 347 DEG, AND GRANGERVILLE CLUBHOUSE, 235 DEG.
 AN2257'
 AN2257'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 AN2257
 AN2257                          STATION RECOVERY (1937)
 AN2257
 AN2257'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2257'STATION MONUMENT WAS FOUND LYING ON ITS SIDE ON TOP OF DUNE.
 AN2257'THERE WAS NO EVIDENCE OF UNDERGROUND MARK, BUT IT IS PROBABLE
 AN2257'THAT SURFACE MARK IS IN ABOUT ORIGINAL POSITION AS ORIENTED
 AN2257'BY DESCRIPTION AND LOCATION OF TOWER GUY STAKES.  EVIDENCE OF
 AN2257'WIND EROSION INDICATES THAT MONUMENT DROPPED OVER ON ITS
 AN2257'SIDE AFTER DUNE HAD BEEN CUT OUT BY WIND.  DESCRIPTION OF
 AN2257'STATION SITE GOOD.
 AN2257'
 AN2257'THREE MEN SEARCHED FOR ABOUT 45 MINUTES BUT WERE UNABLE TO
 AN2257'LOCATE REFERENCE MARKS.
 AN2257
 AN2257                          STATION RECOVERY (1938)
 AN2257
 AN2257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2257'STATION MARK WAS RECOVERED IN FAIR CONDITION.  THERE WAS SOME
 AN2257'EROSION AROUND THE MARK AND IT APPEARED THAT THE DUNE ON WHICH
 AN2257'STATION IS LOCATED MIGHT SOON BE BLOWN AWAY.  THE REFERENCE
 AN2257'MARKS WERE APPARENTLY COVERED BY SAND AND WERE NOT FOUND BY
 AN2257'THIS PARTY ALTHOUGH THERE WAS NO EVIDENCE THAT THEY HAD BEEN
 AN2257'DESTROYED.
 AN2257'
 AN2257'STATION IS LOCATED ON THE GULF SIDE OF MATAGORDA PENINSULA,
 AN2257'ABOUT 8-1/2 MILES FROM DECROS POINT, AND 150 METERS FROM THE
 AN2257'GULF HIGH-WATER LINE.  IT IS ON A LOW SAND DUNE COVERED WITH
 AN2257'A SPARSE GROWTH OF GRASS JUST BACK OF THE FIRST LINE OF
 AN2257'SOMEWHAT LOWER DUNES ALONG THE BEACH.
 AN2257
 AN2257                          STATION RECOVERY (1944)
 AN2257
 AN2257'RECOVERY NOTE BY US ENGINEERS 1944 (GHD)
 AN2257'MAIN STATION WAS FOUND TOPPLED OUT OF POSITION AND LYING ON
 AN2257'SIDE OF BASE.  UNDERGROUND MARKER WAS NOT LOOKED FOR.
 AN2257'
 AN2257'REFERENCE MARK 1 WAS FOUND SW OF STATION IN GOOD CONDITION,
 AN2257'ON TOP OF HIGHEST KNOLL IN THIS VICINITY.
 AN2257'
 AN2257'REFERENCE MARK 2 WAS NOT FOUND, DUE TO HIGH GRASS, BUT IS
 AN2257'PROBABLY STILL IN POSITION.
 AN2257'
 AN2257'STATION MAY BE REACHED BY SHELL ROAD FROM THE ARMY AIR BASE,
 AN2257'GOING ABOUT 2-1/2 MILES NE, AND AT A POINT ABOUT 300 FEET
 AN2257'OFF THE ROAD TOWARD THE BEACH.
 AN2257
 AN2257                          STATION RECOVERY (1946)
 AN2257
 AN2257'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2257'REFERENCE MARK 1 IN GOOD CONDITION.  NO SEARCH WAS MADE FOR
 AN2257'REFERENCE MARK 2.  MAIN STATION IS OUT.  OTHERWISE IT IS
 AN2257'AS REPORTED BY G.H. DABNEY IN 1944.
 AN2257
 AN2257                          STATION RECOVERY (1948)
 AN2257
 AN2257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2257'LOST.  STATION WAS FOUND LYING ON ITS SIDE ON TOP OF A SAND
 AN2257'DUNE.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE
 AN2257'MARK 2 WAS FOUND IN GOOD CONDITION.  THE DESCRIPTION OF THE
 AN2257'STATION SITE IS ADEQUATE.
 AN2257
 AN2257                          STATION RECOVERY (1950)
 AN2257
 AN2257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AN2257'STATION DESTROYED AS PER 1948 RECOVERY NOTE.  R.M. 1 WAS
 AN2257'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 AN2257'E.O.H. IS ADEQUATE FOR THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2309 ***********************************************************************
 AN2309  DESIGNATION -  GORDA
 AN2309  PID         -  AN2309
 AN2309  STATE/COUNTY-  TX/CALHOUN
 AN2309  USGS QUAD   -  ST CHARLES BAY SE (1973)
 AN2309
 AN2309                         *CURRENT SURVEY CONTROL
 AN2309  ___________________________________________________________________
 AN2309* NAD 83(1993)-  28 04 38.38158(N)    096 50 11.23476(W)     ADJUSTED  
 AN2309* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AN2309  ___________________________________________________________________
 AN2309  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AN2309  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AN2309
 AN2309  HORZ ORDER  -  THIRD
 AN2309
 AN2309.The horizontal coordinates were established by classical geodetic methods
 AN2309.and adjusted by the National Geodetic Survey in February 1996..
 AN2309
 AN2309.The orthometric height was scaled from a topographic map.
 AN2309
 AN2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2309
 AN2309.The geoid height was determined by GEOID03.
 AN2309
 AN2309;                    North         East     Units Scale Factor Converg.
 AN2309;SPC TXSC     - 4,029,010.479   812,667.841   MT  1.00010189   +1 03 35.8
 AN2309;SPC TXSC     -13,218,511.88  2,666,227.74   sFT  1.00010189   +1 03 35.8
 AN2309;UTM  14      - 3,107,658.294   712,601.584   MT  1.00015790   +1 01 07.3
 AN2309
 AN2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2309!SPC TXSC     -   1.00000296  x   1.00010189  =   1.00010485
 AN2309!UTM  14      -   1.00000296  x   1.00015790  =   1.00016086
 AN2309
 AN2309:                Primary Azimuth Mark                     Grid Az
 AN2309:SPC TXSC     -  BRAY                                     025 19 41.1
 AN2309:UTM  14      -  BRAY                                     025 22 09.6
 AN2309
 AN2309|---------------------------------------------------------------------|
 AN2309| PID    Reference Object                     Distance      Geod. Az  |
 AN2309|                                                           dddmmss.s |
 AN2309| AN2307 BRAY                                APPROX. 7.6 KM 0262316.9 |
 AN2309| CV7226 GORDA RM 1                                         16435     |
 AN2309|---------------------------------------------------------------------|
 AN2309
 AN2309                          SUPERSEDED SURVEY CONTROL
 AN2309
 AN2309  NAD 83(1986)-  28 04 38.38998(N)    096 50 11.21394(W) AD(       ) 3
 AN2309  NAD 27      -  28 04 37.33649(N)    096 50 10.25749(W) AD(       ) 3
 AN2309
 AN2309.Superseded values are not recommended for survey control.
 AN2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2309.See file dsdata.txt to determine how the superseded data were derived.
 AN2309
 AN2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1260207658(NAD 83)
 AN2309_MARKER: DE = TRAVERSE STATION DISK
 AN2309_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN2309_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AN2309
 AN2309  HISTORY     - Date     Condition        Report By
 AN2309  HISTORY     - 1968     MONUMENTED       CGS
 AN2309  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2309  HISTORY     - 1983     GOOD             LOCENG
 AN2309
 AN2309                          STATION DESCRIPTION
 AN2309
 AN2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AN2309'STATION IS LOCATED ON SMALL KNOLL NEAR THE BEACH ON THE
 AN2309'SOUTHEAST SIDE OF MATAGORDA ISLAND.
 AN2309'
 AN2309'TO REACH STATION FROM THE FERRY LANDING AT THE MATAGORDA
 AN2309'ISLAND AIR FORCE BASE, BEAR RIGHT AND GO 0.8 MILE ON CURVING
 AN2309'ROAD CIRCUMVENTING THE WEST END OF THE AIRFIELD.  TURN RIGHT,
 AN2309'AND GO SOUTH FOR 7.8 MILES PASSING THROUGH VARIOUS CATTLE
 AN2309'GUARDS AND GATES TO THE GATE AT THE ENTRANCE TO CHARLIE BOMBING
 AN2309'RANGE.  STOP, AND USE PHONE AT THE EAST OF GATE TO CALL
 AN2309'OPERATIONS, AND GAIN PERMISSION TO CROSS BOMBING RANGE.  THEN
 AN2309'CONTINUE SOUTH FOR 8.1 MILES TO GATE AT ENTRANCE TO WYNNE
 AN2309'RANCH (ALSO CALLED STAR RANCH).  CONTINUE SOUTH FOR 11.7
 AN2309'MILES TO JUNCTION WITH RUNWAY JUST BEFORE RANCH HOUSE.  CROSS
 AN2309'RUNWAY AND CONTINUE SOUTH FOR 3.1 MILES TO SHARP BEND IN ROAD.
 AN2309'TURN LEFT ON SAND TRACK ROAD (4 WHEEL DRIVE ONLY), AND GO
 AN2309'.15 MILE TO BEACH.  TURN RIGHT, AND GO SOUTH ALONG BEACH
 AN2309'FOR .25 MILE TO R.M. AND STATION ON RIGHT.
 AN2309'
 AN2309'STATION IS STANDARD TRAVERSE DISK STAMPED GORDA 1968 CEMENTED
 AN2309'INTO THE TOP OF A 2 INCH DIAMETER GALVANIZED-IRON PIPE 8
 AN2309'FEET LONG, EMBEDDED IN CONCRETE AND PROJECTING 1 FOOT ABOVE THE
 AN2309'SURFACE OF THE GROUND.  STATION IS 620 FEET WEST NORTHWEST
 AN2309'OF MHWL, 312.66 FEET NORTHWEST OF R.M. 1, AND 5.3 FEET NORTH
 AN2309'NORTHEAST OF A 4 X 4 INCH WITNESS POST.
 AN2309'
 AN2309'R.M. 1 IS A STANDARD REFERENCE MARK DISK STAMPED GORDA NO 1 1968
 AN2309'CEMENTED INTO THE TOP OF A 2 INCH DIAMETER GALVANIZED-IRON
 AN2309'PIPE 8 FEET LONG, EMBEDDED IN CONCRETE AND PROJECTING 1 FOOT
 AN2309'ABOVE THE SURFACE OF THE GROUND.  IT IS 345.0 FEET WEST NORTHWEST
 AN2309'OF MHWL, 16.1 FEET SOUTH SOUTHEAST OF A NAIL IN A CEDAR
 AN2309'WITNESS POST, AND 14.8 FEET EAST OF A NAIL IN ANOTHER WITNESS
 AN2309'POST.
 AN2309
 AN2309                          STATION RECOVERY (1969)
 AN2309
 AN2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2309'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 AN2309'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AN2309'
 AN2309'THE STATION IS ABOUT 14 MILES WEST-NORTHWEST OF ROCKPORT,
 AN2309'3-1/2 MILES SOUTHWEST OF THE WINN RANCH BUILDINGS, 3/4 MILE
 AN2309'EAST OF CEDAR BAYOU, WHICH DIVIDES MATAGORDA AND ST. JOSEPH
 AN2309'ISLANDS AND 1 MILE NORTHEAST OF THE SOUTHWEST TIP AND ON
 AN2309'MATAGORDA ISLAND, 1/4 MILE NORTHWEST OF THE GULF SHORE.
 AN2309'
 AN2309'TO REACH THE STATION FROM THE DOCKS AT THE MATAGORDA AIR FORCE
 AN2309'BASE, WHICH IS LOCATED NEAR THE NORTHEAST END OF THE ISLAND,
 AN2309'(TRANSPORTATION OF TRUCKS TO THE ISLAND CAN BE OBTAINED FROM THE
 AN2309'USAF BY ADVANCE ARRANGEMENTS), GO SOUTH AND SOUTHWESTERLY,
 AN2309'PASSING SEWAGE TREATMENT PLANT ENROUTE, FOR 1.95 MILES TO
 AN2309'HAWES RANCH CAMP ON THE RIGHT.  CONTINUE SOUTHERLY ON PAVED
 AN2309'ROAD FOR 6.5 MILES TO THE ENTRANCE TO BRAVO BOMBING RANGE
 AN2309'(PRIOR PERMISSION TO CROSS THIS AREA MUST BE OBTAINED FROM THE
 AN2309'BASE COMMANDER).  CONTINUE SOUTHERLY ON PAVED ROAD FOR 11.9
 AN2309'MILES TO CATTLE GUARD AND THE BEGINNING OF THE PAVEMENT (A
 AN2309'SECTION OF 5.35 MILES OF THIS MILEAGE IS ON SHELL ROAD).
 AN2309'CONTINUE SOUTHERLY ON PAVED ROAD FOR 4.95 MILES TO A
 AN2309'CROSS ROAD JUST SOUTHEAST OF WINN RANCH BUILDINGS AND 0.1
 AN2309'MILE AFTER CROSSING AN AIR STRIP.  CONTINUE STRAIGHT AHEAD
 AN2309'AND FOLLOW ROAD SOUTHWESTERLY FOR 3.05 MILES TO WINDMILL AND
 AN2309'CONCRETE TANK ON THE LEFT 0.1 MILE DISTANCE, CONTINUE AHEAD
 AN2309'0.35 MILE TO SHARP BEND IN ROAD TO THE RIGHT AND TRACK
 AN2309'ROAD FORKING TO THE LEFT.  FOLLOW TRACK SAND ROAD, ON FOOT
 AN2309'OR WITH 4-WHEEL DRIVE VEHICLE, SOUTH-SOUTHEAST PASSING
 AN2309'SMALL GAME SHELTER ON RIGHT AND GO 0.15 MILE TO GULF
 AN2309'BEACH, TURN RIGHT AND GO SOUTHWEST ALONG BEACH 1/4 MILE TO
 AN2309'STATION ON THE RIGHT.
 AN2309'
 AN2309'THE STATION MARK IS A STANDARD TRAVERSE STATION DISK, STAMPED
 AN2309'GORDA 1968, CEMENTED INTO THE TOP OF A 2 INCH GALVANIZED PIPE
 AN2309'AND PROJECTING 1 FOOT.  IT IS ON THE CENTER HUMP OF A THREE
 AN2309'HUMPED SAND DUNE THAT IS ABOUT 25 FEET HIGHER THAN THE GENERAL
 AN2309'LEVEL OF THE AREA, 5 FEET NORTH OF A 4 BY 4 INCH WOOD POST AND
 AN2309'8 FEET EAST OF WEST EDGE OF DUNE AND 5 FEET WEST OF EAST
 AN2309'EDGE OF DUNE.  THIS DUNE IS NARROW AT ITS TOP AND WILL BE
 AN2309'SUBJECT TO WIND EROSION AND THE STATION COULD BE EASILY LOST.
 AN2309'
 AN2309'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GORDA NO 1 1968,
 AN2309'CEMENTED TO THE TOP OF A 2 INCH GALVANIZED PIPE THAT PROJECTS
 AN2309'1 FOOT ABOVE THE BEACH.  IT IS 345 FEET WEST-NORTHWEST OF THE
 AN2309'HIGH WATER LINE OF THE GULF, 16.1 FEET SOUTH-SOUTHEAST OF A CEDAR
 AN2309'WITNESS POST AND 15 FEET EAST OF A SECOND CEDAR WITNESS POST.
 AN2309'
 AN2309'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES WEST
 AN2309'NORTHWEST OF ROCKPORT
 AN2309
 AN2309                          STATION RECOVERY (1983)
 AN2309
 AN2309'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (FM)
 AN2309'GORDA 1968 RECOVERED GOOD.
 AN2309'
 AN2309'STATION WAS FOUND IN GOOD CONDITION AND DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2354 ***********************************************************************
 AH2354  DESIGNATION -  GORDEN ET
 AH2354  PID         -  AH2354
 AH2354  STATE/COUNTY-  TX/LYNN
 AH2354  USGS QUAD   -  SOUTHLAND (1965)
 AH2354
 AH2354                         *CURRENT SURVEY CONTROL
 AH2354  ___________________________________________________________________
 AH2354* NAD 83(1986)-  33 15 13.53698(N)    101 36 30.57248(W)     ADJUSTED  
 AH2354* NAVD 88     -       920.3    (meters)    3019.     (feet)  VERTCON   
 AH2354  ___________________________________________________________________
 AH2354  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AH2354  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AH2354
 AH2354  HORZ ORDER  -  THIRD
 AH2354
 AH2354.The horizontal coordinates were established by classical geodetic methods
 AH2354.and adjusted by the National Geodetic Survey in July 1998..
 AH2354
 AH2354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2354
 AH2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2354
 AH2354.The geoid height was determined by GEOID03.
 AH2354
 AH2354;                    North         East     Units Scale Factor Converg.
 AH2354;SPC TXNC     - 2,180,277.760   310,413.198   MT  0.99987882   -1 41 43.3
 AH2354;SPC TXNC     - 7,153,127.95  1,018,413.97   sFT  0.99987882   -1 41 43.3
 AH2354;UTM  14      - 3,682,453.968   256,991.727   MT  1.00032814   -1 25 51.8
 AH2354
 AH2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2354!SPC TXNC     -   0.99985946  x   0.99987882  =   0.99973829
 AH2354!UTM  14      -   0.99985946  x   1.00032814  =   1.00018755
 AH2354
 AH2354                          SUPERSEDED SURVEY CONTROL
 AH2354
 AH2354  NGVD 29 (07/28/98)  919.9    (m)         3018.     (f) VERT ANG       
 AH2354
 AH2354.Superseded values are not recommended for survey control.
 AH2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2354.See file dsdata.txt to determine how the superseded data were derived.
 AH2354
 AH2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB5699282454(NAD 83)
 AH2354_MARKER: DS = TRIANGULATION STATION DISK
 AH2354
 AH2354  HISTORY     - Date     Condition        Report By
 AH2354  HISTORY     - 1962     MONUMENTED       USGS
 AH2354
 AH2354                          STATION DESCRIPTION
 AH2354
 AH2354'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2354'LOCATED ABOUT 0.7 MI. W. AND 0.2 MI. S. OF GORDON, TEXAS, ON PASTURE
 AH2354'LAND OWNED BY MR. CLYDE HAIR, ON THE HIGHEST POINT OF A NE-SW. GRASSY
 AH2354'RIDGE.
 AH2354'TO REACH STATION, DRIVE TO GORDON, TEXAS, AND THE JUNCTION OF FARM
 AH2354'ROADS 2282 AND 212, THENCE W. ON FIELD RD. 0.6 MI. TO GATE AT Y-RD.
 AH2354'JUNCTION, THENCE LEFT (SW.) ALONG FIELD RD. 0.2 MI., THENCE RIGHT
 AH2354'(NW.) ACROSS COUNTRY 0.05 MI. TO TOP OF RIDGE AND STATION.
 AH2354'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---GORDEN E.T., 1962---,
 AH2354'SET IN A CONCRETE POST PROJECTING 6 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0671 ***********************************************************************
 AO0671  DESIGNATION -  GORDON
 AO0671  PID         -  AO0671
 AO0671  STATE/COUNTY-  TX/FRIO
 AO0671  USGS QUAD   -  DILLEY (1974)
 AO0671
 AO0671                         *CURRENT SURVEY CONTROL
 AO0671  ___________________________________________________________________
 AO0671* NAD 83(1993)-  28 39 34.33406(N)    099 13 52.69187(W)     ADJUSTED  
 AO0671* NAVD 88     -       175.1    (meters)     574.     (feet)  VERTCON   
 AO0671  ___________________________________________________________________
 AO0671  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AO0671  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 AO0671
 AO0671  HORZ ORDER  -  FIRST
 AO0671
 AO0671.The horizontal coordinates were established by classical geodetic methods
 AO0671.and adjusted by the National Geodetic Survey in February 1996..
 AO0671
 AO0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0671
 AO0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0671
 AO0671.The geoid height was determined by GEOID03.
 AO0671
 AO0671;                    North         East     Units Scale Factor Converg.
 AO0671;SPC TXSC     - 4,091,589.760   577,390.150   MT  0.99993219   -0 06 47.9
 AO0671;SPC TXSC     -13,423,824.07  1,894,320.85   sFT  0.99993219   -0 06 47.9
 AO0671;UTM  14      - 3,170,288.094   477,397.614   MT  0.99960630   -0 06 39.4
 AO0671
 AO0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0671!SPC TXSC     -   0.99997635  x   0.99993219  =   0.99990854
 AO0671!UTM  14      -   0.99997635  x   0.99960630  =   0.99958266
 AO0671
 AO0671:                Primary Azimuth Mark                     Grid Az
 AO0671:SPC TXSC     -  DILLEY RAD MAST                          066 51 07.3
 AO0671:UTM  14      -  DILLEY RAD MAST                          066 50 58.8
 AO0671
 AO0671|---------------------------------------------------------------------|
 AO0671| PID    Reference Object                     Distance      Geod. Az  |
 AO0671|                                                           dddmmss.s |
 AO0671| AO0670 DILLEY RAD MAST                     APPROX. 4.5 KM 0664419.4 |
 AO0671| CV4133 GORDON RM 1                          10.618 METERS 08219     |
 AO0671| CV4132 GORDON AZ MK                                       0853515.2 |
 AO0671| CV4134 GORDON RM 2                           8.798 METERS 26843     |
 AO0671|---------------------------------------------------------------------|
 AO0671
 AO0671                          SUPERSEDED SURVEY CONTROL
 AO0671
 AO0671  NAD 83(1986)-  28 39 34.33324(N)    099 13 52.67057(W) AD(       ) 1
 AO0671  NAD 27      -  28 39 33.40733(N)    099 13 51.55026(W) AD(       ) 1
 AO0671  NGVD 29 (07/19/86)  175.0    (m)          574.     (f) VERT ANG       
 AO0671
 AO0671.Superseded values are not recommended for survey control.
 AO0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0671.See file dsdata.txt to determine how the superseded data were derived.
 AO0671
 AO0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7739870288(NAD 83)
 AO0671_MARKER: DS = TRIANGULATION STATION DISK
 AO0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0671+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 AO0671
 AO0671  HISTORY     - Date     Condition        Report By
 AO0671  HISTORY     - 1971     MONUMENTED       NGS
 AO0671  HISTORY     - 19950323 GOOD             USPSQD
 AO0671  HISTORY     - 19961017 GOOD             USPSQD
 AO0671  HISTORY     - 20030910 GOOD             USPSQD
 AO0671
 AO0671                          STATION DESCRIPTION
 AO0671
 AO0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0671'THE STATION IS ABOUT 16 MILES NORTH OF CATULLA AND 4 MILES WEST OF
 AO0671'DILLEY, ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 85.
 AO0671'
 AO0671'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0671'HIGHWAY 85 IN DILLEY, GO WESTERLY ON STATE HIGHWAY 85 FOR 2.6 MILES
 AO0671'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY ON STATE HIGHWAY
 AO0671'85 FOR 1.15 MILES TO THE STATION ON THE RIGHT.
 AO0671'
 AO0671'STATION MARKS ARE STANDARD DISKS, STAMPED GORDON 1971.
 AO0671'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AO0671'MONUMENT, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 57.0 FEET
 AO0671'NORTH OF THE CENTERLINE OF STATE HIGHWAY 85, 29.5 FEET EAST OF A
 AO0671'TELEPHONE LINE POLE, 2.9 FEET SOUTH OF A WITNESS POST AND 2.6
 AO0671'FEET SOUTH OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN
 AO0671'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AO0671'
 AO0671'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GORDON NO 1 1971, SET
 AO0671'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0671'WITH THE GROUND SURFACE.  IT IS 59.0 FEET NORTH OF THE CENTERLINE
 AO0671'OF STATE HIGHWAY 85, 34.0 FEET EAST OF THE WITNESS POST, 1.3 FEET
 AO0671'SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0671'
 AO0671'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GORDON NO 2 1971, SET
 AO0671'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0671'WITH THE GROUND SURFACE.  IT IS 59.5 FEET NORTH OF THE CENTERLINE
 AO0671'OF STATE HIGHWAY 85, 29.8 FEET WEST OF THE WITNESS POST, 1.5 FEET
 AO0671'SOUTHEAST OF THE TELEPHONE LINE POLE, 0.7 FOOT SOUTH OF THE
 AO0671'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0671'
 AO0671'AZIMUTH MARK IS STANDARD DISK, STAMPED GORDON 1971, SET IN THE TOP
 AO0671'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3 INCHES
 AO0671'ABOVE THE GROUND.  IT IS 58.0 FEET SOUTH OF THE CENTERLINE OF STATE
 AO0671'HIGHWAY 85, 15.0 FEET WEST OF THE CENTER OF A FARM DRIVEWAY, 3.0
 AO0671'FEET NORTHWEST OF A POWER LINE POLE, 2.1 FEET WEST-SOUTHWEST OF A
 AO0671'WITNESS POST AND 1.6 FEET NORTH OF A FENCE.
 AO0671'
 AO0671'HEIGHT OF LIGHT ABOVE STATOIN MARK 1.63 METERS.
 AO0671
 AO0671                          STATION RECOVERY (1995)
 AO0671
 AO0671'RECOVERY NOTE BY US POWER SQUADRON 1995
 AO0671'RECOVERED IN GOOD CONDITION.
 AO0671
 AO0671                          STATION RECOVERY (1996)
 AO0671
 AO0671'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0671'RECOVERED IN GOOD CONDITION.
 AO0671
 AO0671                          STATION RECOVERY (2003)
 AO0671
 AO0671'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0873 ***********************************************************************
 CB0873  DESIGNATION -  GORDON
 CB0873  PID         -  CB0873
 CB0873  STATE/COUNTY-  TX/TOM GREEN
 CB0873  USGS QUAD   -  CHRISTOVAL (1972)
 CB0873
 CB0873                         *CURRENT SURVEY CONTROL
 CB0873  ___________________________________________________________________
 CB0873* NAD 83(1993)-  31 10 19.63228(N)    100 24 15.60469(W)     ADJUSTED  
 CB0873* NAVD 88     -       723.     (meters)    2372.     (feet)  SCALED    
 CB0873  ___________________________________________________________________
 CB0873  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CB0873  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CB0873
 CB0873  HORZ ORDER  -  FIRST
 CB0873
 CB0873.The horizontal coordinates were established by classical geodetic methods
 CB0873.and adjusted by the National Geodetic Survey in February 1996..
 CB0873
 CB0873.The orthometric height was scaled from a topographic map.
 CB0873
 CB0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0873
 CB0873.The geoid height was determined by GEOID03.
 CB0873
 CB0873;                    North         East     Units Scale Factor Converg.
 CB0873;SPC TX C     - 3,166,889.642   693,232.054   MT  0.99988616   -0 02 11.7
 CB0873;SPC TX C     -10,390,037.10  2,274,378.83   sFT  0.99988616   -0 02 11.7
 CB0873;UTM  14      - 3,449,526.465   366,168.842   MT  0.99982092   -0 43 37.2
 CB0873
 CB0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0873!SPC TX C     -   0.99989011  x   0.99988616  =   0.99977628
 CB0873!UTM  14      -   0.99989011  x   0.99982092  =   0.99971105
 CB0873
 CB0873:                Primary Azimuth Mark                     Grid Az
 CB0873:SPC TX C     -  KIETH                                    080 32 21.7
 CB0873:UTM  14      -  KIETH                                    081 13 47.2
 CB0873
 CB0873|---------------------------------------------------------------------|
 CB0873| PID    Reference Object                     Distance      Geod. Az  |
 CB0873|                                                           dddmmss.s |
 CB0873| CB0869 KIETH                               APPROX.16.8 KM 0803010.0 |
 CB0873| CV4129 GORDON RM 1                          26.630 METERS 08502     |
 CB0873| CV4130 GORDON RM 2                          30.722 METERS 13616     |
 CB0873| CV4131 GORDON RM 3                          32.070 METERS 23216     |
 CB0873| CB0877 SAN ANGELO W TEX UTIL CO TANK       APPROX.31.5 KM 3502015.2 |
 CB0873| CB0878 SAN ANGELO W TEX UTIL CO N TK       APPROX.34.4 KM 3534134.4 |
 CB0873| CB0879 SAN ANGELO W TEX COT OIL CO TK      APPROX.34.2 KM 3571725.5 |
 CB0873|---------------------------------------------------------------------|
 CB0873
 CB0873                          SUPERSEDED SURVEY CONTROL
 CB0873
 CB0873  NAD 83(1986)-  31 10 19.63919(N)    100 24 15.59005(W) AD(       ) 1
 CB0873  NAD 27      -  31 10 19.03600(N)    100 24 14.26600(W) AD(       ) 1
 CB0873
 CB0873.Superseded values are not recommended for survey control.
 CB0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0873.See file dsdata.txt to determine how the superseded data were derived.
 CB0873
 CB0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6616949526(NAD 83)
 CB0873_MARKER: DS = TRIANGULATION STATION DISK
 CB0873_SETTING: 0 = UNSPECIFIED SETTING
 CB0873
 CB0873  HISTORY     - Date     Condition        Report By
 CB0873  HISTORY     - 1935     MONUMENTED       CGS
 CB0873  HISTORY     - 1939     GOOD             TXGS
 CB0873  HISTORY     - 1972     GOOD             USGS
 CB0873
 CB0873                          STATION DESCRIPTION
 CB0873
 CB0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0873'STATION IS LOCATED ABOUT 6 MILES ESE OF CHRISTOVAL, ABOUT 20
 CB0873'MILES SSE OF SAN ANGELO, ON THE NE END OF A FLAT-TOPPED ROCKY
 CB0873'RIDGE COVERED WITH CEDAR BUSHES AND ABOUT 1/2 MILE E OF A SMALL
 CB0873'RANCH HOUSE WHICH HAS WINDMILL AND CIRCULAR STORAGE BASIN.
 CB0873'MARK IS A STANDARD TABLET SET IN A 10- BY 10- BY 18-INCH
 CB0873'LIMESTONE POST SURROUNDED BY A MASS OF CONCRETE.
 CB0873'
 CB0873'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CB0873'DRILL HOLES IN BOULDERS.
 CB0873'
 CB0873'STATION IS REACHED FROM UNDERWOOD HOTEL IN CHRISTOVAL BY GOING
 CB0873'S ON MAIN STREET ONE BLOCK TO GULF FILLING STATION, THENCE E
 CB0873'ONE BLOCK, THENCE S AND SE ON DIRT ROAD FOR 5.95 MILES TO TWO
 CB0873'GATES ONE IN EACH FENCE LINE AND BOTH WITH NO HUNTING SIGNS,
 CB0873'PASS THROUGH PLANK GATE IN N RIGHT-OF-WAY FENCE AND CONTINUE
 CB0873'N 0.95 MILE TO ANOTHER GATE, PASSING ON S SIDE OF WINDMILL.
 CB0873'PASS THROUGH THIS GATE AND FOLLOW ROAD 0.1 MILE THROUGH TURN
 CB0873'SHARPLY LEFT (N) ON DIM TRAIL FOR 0.6 MILE TO WINDMILL AND
 CB0873'TANK, PASS ON E SIDE OF WINDMILL AND CONTINUE NNE ON DIM
 CB0873'TRAIL UP DRAW 0.3 MILE TO WIRE GATE, CONTINUE THROUGH GATE
 CB0873'FOR 0.3 MILE TO ROAD RUNNING E-W, TURN E AND FOLLOW ROAD
 CB0873'0.45 MILE TO POINT WHERE ROAD MAKES A SHARP TURN RIGHT (E)
 CB0873'ACROSS DRY CREEK, THERE TURN LEFT AND HEAD UP DRAW 0.6
 CB0873'MILE TO TOP OF HILL, THERE PROCEED ABOUT 0.1 MILE WESTWARD
 CB0873'ALONG TOP OF HILL TO HIGHEST GROUND AND STATION.
 CB0873'
 CB0873'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CB0873
 CB0873                          STATION RECOVERY (1939)
 CB0873
 CB0873'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 CB0873'STATION MARK RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 CB0873'WITH EXCEPTION OF GATES BEING LOCKED, GOING INTO THE RANCHES.
 CB0873'MR. ED. HOBBS LET ME THROUGH HIS RANCH TO STATION (WHICH IS ON
 CB0873'THE RANCH N AND E OF HIS) BY TELEPHONING TO HIM FROM CHRISTOVAL.
 CB0873
 CB0873                          STATION RECOVERY (1972)
 CB0873
 CB0873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (CLC)
 CB0873'FROM P.O. AT CHRISTOVAL GO .1 MI. TURN LEFT AND FOLLOW HWY. 2084
 CB0873'1.1 MI. TAKE CALICHE RD. LEFT THRU. IRON GATE INTO VANCOURTS
 CB0873'RANCH, GO .2 MI. TURN LEFT ACROSS CATTLEGUARD, GO 1.4 MI.
 CB0873'CROSS CATTLEGUARD, GO 2.2 MI. TO SLIDING GATE GO THRU GATE
 CB0873'1.2 MI. TO ANOTHER SLIDING GATE, GO THRU. GATE .5 MI. TO RD.
 CB0873'FK., TAKE RIGHT ON PASTURE RD. .7 MI. TO BARN AND WM, GO THRU.
 CB0873'2 GATES IN CORRAL, GO S. 1.3 MI. TAKE LEFT ON DIM PASTURE RD.
 CB0873'1.1 MI. TO 4 IRON GATES, GO THRU. WESTERNMOST GATE TURN RIGHT
 CB0873'UNDER SINGLE POLE POWER LINE, GO .4 MI. TO DRAIN, TAKE LEFT
 CB0873'.15 MI. ON W. SIDE OF DRAIN, TURN RIGHT STRAIGHT WEST IN 4WD
 CB0873'TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1268 ***********************************************************************
 DN1268  DESIGNATION -  GORDONVILLE
 DN1268  PID         -  DN1268
 DN1268  STATE/COUNTY-  TX/GRAYSON
 DN1268  USGS QUAD   -  GORDONVILLE (1982)
 DN1268
 DN1268                         *CURRENT SURVEY CONTROL
 DN1268  ___________________________________________________________________
 DN1268* NAD 83(1993)-  33 47 54.45662(N)    096 52 25.39514(W)     ADJUSTED  
 DN1268* NAVD 88     -       230.52   (+/-2cm)     756.3    (feet)  VERTCON   
 DN1268  ___________________________________________________________________
 DN1268  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DN1268  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DN1268
 DN1268  HORZ ORDER  -  SECOND
 DN1268  VERT ORDER  -  THIRD ? (See Below)
 DN1268
 DN1268.The horizontal coordinates were established by classical geodetic methods
 DN1268.and adjusted by the National Geodetic Survey in February 1996..
 DN1268
 DN1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1268.The vertical order pertains to the NGVD 29 superseded value.
 DN1268
 DN1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1268
 DN1268.The geoid height was determined by GEOID03.
 DN1268
 DN1268;                    North         East     Units Scale Factor Converg.
 DN1268;SPC TXNC     - 2,237,568.030   750,584.915   MT  0.99995742   +0 53 13.1
 DN1268;SPC TXNC     - 7,341,087.78  2,462,544.01   sFT  0.99995742   +0 53 13.1
 DN1268;UTM  14      - 3,741,842.284   696,837.139   MT  1.00007766   +1 10 59.4
 DN1268
 DN1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1268!SPC TXNC     -   0.99996791  x   0.99995742  =   0.99992533
 DN1268!UTM  14      -   0.99996791  x   1.00007766  =   1.00004557
 DN1268
 DN1268|---------------------------------------------------------------------|
 DN1268| PID    Reference Object                     Distance      Geod. Az  |
 DN1268|                                                           dddmmss.s |
 DN1268| CY1983 GORDONVILLE RM 1                     13.326 METERS 20550     |
 DN1268| CY1982 GORDONVILLE AZ MK                                  2080908.0 |
 DN1268| CY1984 GORDONVILLE RM 2                     10.618 METERS 30049     |
 DN1268|---------------------------------------------------------------------|
 DN1268
 DN1268                          SUPERSEDED SURVEY CONTROL
 DN1268
 DN1268  NAD 83(1993)-  33 47 54.45708(N)    096 52 25.39433(W) AD(       ) 2
 DN1268  NAD 83(1986)-  33 47 54.46188(N)    096 52 25.38586(W) AD(       ) 2
 DN1268  NAD 27      -  33 47 54.08590(N)    096 52 24.37240(W) AD(       ) 2
 DN1268  NGVD 29 (07/19/86)  230.48   (m)          756.2    (f) LEVELING    3  
 DN1268
 DN1268.Superseded values are not recommended for survey control.
 DN1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1268.See file dsdata.txt to determine how the superseded data were derived.
 DN1268
 DN1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC9683741842(NAD 83)
 DN1268_MARKER: DS = TRIANGULATION STATION DISK
 DN1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1268
 DN1268  HISTORY     - Date     Condition        Report By
 DN1268  HISTORY     - 1955     MONUMENTED       CGS
 DN1268  HISTORY     - 1957     GOOD             CGS
 DN1268  HISTORY     - 19781201 MARK NOT FOUND   USGS
 DN1268  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN1268
 DN1268                          STATION DESCRIPTION
 DN1268
 DN1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1268'THE STATION IS LOCATED ON THE RIGHT-OF-WAY ABOUT 10 MILES
 DN1268'NORTH AND SLIGHTLY EAST OF WHITESBORO, 1 MILE WEST OF GORDONVILLE
 DN1268'AT A LARGE CURVE IN THE HIGHWAY.  IT IS 105 FEET SOUTH OF THE
 DN1268'CENTER OF A MACADAM ROAD, 12 FEET EAST OF A FENCE AND THE
 DN1268'WITNESS POST.  IT IS STAMPED GORDONVILLE 1955 AND IS SET
 DN1268'FLUSH.
 DN1268'
 DN1268'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF A TELEPHONE POLE AND
 DN1268'1 FOOT EAST OF A FENCE.  IT IS STAMPED GORDONVILLE NO 1
 DN1268'1955 AND IS SET FLUSH.
 DN1268'
 DN1268'REFERENCE MARK NO. 2 IS 55 FEET SOUTH OF A FENCE CORNER AND
 DN1268'1 FOOT EAST OF A FENCE.  IT IS STAMPED GORDONVILLE NO 2
 DN1268'1955 AND IS SET FLUSH.
 DN1268'
 DN1268'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 75.0 FEET.
 DN1268'
 DN1268'THE AZIMUTH MARK IS 59 FEET EAST OF THE CENTER OF FARM ROAD 901,
 DN1268'3 FEET SOUTHWEST OF A WITNESS POST AND 2 FEET WEST OF A FENCE.
 DN1268'IT IS STAMPED GORDONVILLE 1955 AND PROJECTS 4 INCHES.
 DN1268'
 DN1268'REACHED FROM THE POST OFFICE IN WHITESBORO BY GOING WEST ON
 DN1268'U.S. HIGHWAY 82 FOR 0.05 MILE TO ITS JUNCTION WITH FARM ROAD 901,
 DN1268'TURN RIGHT, NORTH, AND FOLLOW FARM ROAD 901 FOR 9.4 MILES
 DN1268'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT
 DN1268'AHEAD FOR 0.5 MILE TO A LARGE CURVE IN THE HIGHWAY AND A SIDE
 DN1268'ROAD LEFT, TURN LEFT, WEST, AND GO 0.1 MILE TO THE STATION
 DN1268'ON THE LEFT AS DESCRIBED.
 DN1268
 DN1268                          STATION RECOVERY (1957)
 DN1268
 DN1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1268'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1268'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1268'TO STATION SITE ARE CORRECT.
 DN1268
 DN1268                          STATION RECOVERY (1978)
 DN1268
 DN1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (WEK)
 DN1268'MARK NOT FOUND.
 DN1268
 DN1268                          STATION RECOVERY (1995)
 DN1268
 DN1268'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0872 ***********************************************************************
 DO0872  DESIGNATION -  GOREE ET
 DO0872  PID         -  DO0872
 DO0872  STATE/COUNTY-  TX/KNOX
 DO0872  USGS QUAD   -  MUNDAY EAST (1968)
 DO0872
 DO0872                         *CURRENT SURVEY CONTROL
 DO0872  ___________________________________________________________________
 DO0872* NAD 83(1993)-  33 27 39.02050(N)    099 32 48.23295(W)     ADJUSTED  
 DO0872* NAVD 88     -       447.7    (meters)    1469.     (feet)  VERTCON   
 DO0872  ___________________________________________________________________
 DO0872  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 DO0872  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DO0872
 DO0872  HORZ ORDER  -  SECOND
 DO0872
 DO0872.The horizontal coordinates were established by classical geodetic methods
 DO0872.and adjusted by the National Geodetic Survey in February 1996..
 DO0872
 DO0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0872
 DO0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0872
 DO0872.The geoid height was determined by GEOID03.
 DO0872
 DO0872;                    North         East     Units Scale Factor Converg.
 DO0872;SPC TXNC     - 2,199,442.498   502,702.815   MT  0.99989805   -0 34 15.2
 DO0872;SPC TXNC     - 7,216,004.26  1,649,284.15   sFT  0.99989805   -0 34 15.2
 DO0872;UTM  14      - 3,702,511.152   449,193.492   MT  0.99963182   -0 18 05.2
 DO0872
 DO0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0872!SPC TXNC     -   0.99993414  x   0.99989805  =   0.99983220
 DO0872!UTM  14      -   0.99993414  x   0.99963182  =   0.99956599
 DO0872
 DO0872:                Primary Azimuth Mark                     Grid Az
 DO0872:SPC TXNC     -  DECKER ET                                003 56 56.2
 DO0872:UTM  14      -  DECKER ET                                003 40 46.2
 DO0872
 DO0872|---------------------------------------------------------------------|
 DO0872| PID    Reference Object                     Distance      Geod. Az  |
 DO0872|                                                           dddmmss.s |
 DO0872| DO0920 DECKER ET                           APPROX. 6.4 KM 0032241.0 |
 DO0872| CX8177 GOREE ET RM 2                        16.565 METERS 08022     |
 DO0872| CX8176 GOREE ET RM 1                        16.515 METERS 26023     |
 DO0872|---------------------------------------------------------------------|
 DO0872
 DO0872                          SUPERSEDED SURVEY CONTROL
 DO0872
 DO0872  NAD 83(1993)-  33 27 39.02265(N)    099 32 48.23311(W) AD(       ) 2
 DO0872  NAD 83(1986)-  33 27 39.02742(N)    099 32 48.22494(W) AD(       ) 2
 DO0872  NAD 27      -  33 27 38.68089(N)    099 32 46.92281(W) AD(       ) 2
 DO0872  NGVD 29 (07/19/86)  447.6    (m)         1469.     (f) VERT ANG       
 DO0872
 DO0872.Superseded values are not recommended for survey control.
 DO0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0872.See file dsdata.txt to determine how the superseded data were derived.
 DO0872
 DO0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4919302511(NAD 83)
 DO0872_MARKER: DD = SURVEY DISK
 DO0872_SETTING: 0 = UNSPECIFIED SETTING
 DO0872
 DO0872  HISTORY     - Date     Condition        Report By
 DO0872  HISTORY     - 1966     MONUMENTED       USGS
 DO0872
 DO0872                          STATION DESCRIPTION
 DO0872
 DO0872'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 DO0872'THE STATION IS LOCATED NORTH 80 DEG EAST ABOUT 5 MILES (AIRLINE)
 DO0872'FROM MUNDAY, TEXAS.  SOUTH 63 DEG WEST ABOUT ONE MILE (AIRLINE)
 DO0872'FROM GOREE, TEXAS.  37 FEET SOUTH OF THE SOUTH RAIL OF THE FORT
 DO0872'WORTH AND DENVER RAILROAD TRACKS, 57 FEET WSW OF A TELEPHONE
 DO0872'POLE, 135 FEET ENE OF A FENCE CORNER, 4.2 FEET NE OF A USGS
 DO0872'WITNESS SIGN MOUNTED ON A METAL POST.  THE STATION CAN BE
 DO0872'LOCATED FROM THE WICHITA FALLS (NI 14-8) 1--250,000 SERIES MAP.
 DO0872'
 DO0872'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0872'
 DO0872'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DO0872'ROD DRIVEN TO A DEPTH OF 20 FEET, CENTERED IN A 6-INCH TILE,
 DO0872'12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH
 DO0872'THE GROUND AND IS STAMPED GOREE ET 1966
 DO0872'
 DO0872'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0872'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH THE
 DO0872'GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0872'GRAVEL.  RM NO. 1 IS LOCATED 54.18 FEET (16.515 METERS) WSW OF
 DO0872'THE STATION MARK AND IS STAMPED GOREE ET NO. 1 1966
 DO0872'
 DO0872'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0872'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH THE
 DO0872'GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0872'GRAVEL.  RM NO. 2 IS LOCATED 54.345 FEET (16.565 METERS) ENE
 DO0872'OF THE STATION MARK AND IS STAMPED GOREE ET NO. 2 1966
 DO0872'
 DO0872'USGS STATION DECKER ET IS VISIBLE FROM THE GROUND, AT THIS
 DO0872'STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0869 ***********************************************************************
 DO0869  DESIGNATION -  GOREE TANK
 DO0869  PID         -  DO0869
 DO0869  STATE/COUNTY-  TX/BAYLOR
 DO0869  USGS QUAD   -  MUNDAY EAST (1968)
 DO0869
 DO0869                         *CURRENT SURVEY CONTROL
 DO0869  ___________________________________________________________________
 DO0869* NAD 83(1993)-  33 28 08.12158(N)    099 31 30.66013(W)     ADJUSTED  
 DO0869* NAVD 88     -                                                        
 DO0869  ___________________________________________________________________
 DO0869  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DO0869  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DO0869
 DO0869  HORZ ORDER  -  THIRD
 DO0869
 DO0869.The horizontal coordinates were established by classical geodetic methods
 DO0869.and adjusted by the National Geodetic Survey in February 1996..
 DO0869
 DO0869
 DO0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0869
 DO0869.The geoid height was determined by GEOID03.
 DO0869
 DO0869;                    North         East     Units Scale Factor Converg.
 DO0869;SPC TXNC     - 2,200,319.190   504,714.459   MT  0.99989906   -0 33 32.9
 DO0869;SPC TXNC     - 7,218,880.54  1,655,884.02   sFT  0.99989906   -0 33 32.9
 DO0869;UTM  14      - 3,703,397.058   451,200.452   MT  0.99962936   -0 17 22.7
 DO0869
 DO0869                          SUPERSEDED SURVEY CONTROL
 DO0869
 DO0869  NAD 83(1993)-  33 28 08.12355(N)    099 31 30.66009(W) AD(       ) 4
 DO0869  NAD 83(1986)-  33 28 08.12674(N)    099 31 30.65305(W) AD(       ) 4
 DO0869  NAD 27      -  33 28 07.77500(N)    099 31 29.36100(W) AD(       ) 3
 DO0869
 DO0869.Superseded values are not recommended for survey control.
 DO0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0869.See file dsdata.txt to determine how the superseded data were derived.
 DO0869
 DO0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5120003397(NAD 83)
 DO0869_MARKER: 51 = TANK
 DO0869
 DO0869  HISTORY     - Date     Condition        Report By
 DO0869  HISTORY     - 1935     FIRST OBSERVED   CGS
 DO0869  HISTORY     - 1963     GOOD             CGS
 DO0869  HISTORY     - 1966     GOOD             USGS
 DO0869
 DO0869                          STATION DESCRIPTION
 DO0869
 DO0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0869'OBJECT OBSERVED UPON IS THE FINIAL OF A TALL WATER TANK,
 DO0869'EVIDENTLY THE MUNICIPAL WATER SUPPLY.  STATION WAS OFF SCHEME
 DO0869'AND NOT VISITED.
 DO0869'
 DO0869'STATION WAS OBSERVED FROM STATIONS HOLLAND, HUNT, UPSHUR,
 DO0869'NICHOLS AND CONNOR.
 DO0869
 DO0869                          STATION RECOVERY (1963)
 DO0869
 DO0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JH)
 DO0869'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  BEGINNING
 DO0869'AT INTERSECTION F.M. 266 AND U.S. 277, GO NORTHERLY ON F.M.
 DO0869'266 FOR TWO BLOCKS OR 0.145 MILES.  TURN LEFT FOR 0.07 MILES
 DO0869'TO THE TANK ON THE LEFT 125 FEET SOUTH OF THE CITY STREET.
 DO0869
 DO0869                          STATION RECOVERY (1966)
 DO0869
 DO0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0869'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33099-3, STATION 1001.
 DO0869'
 DO0869'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1658 ***********************************************************************
 AE1658  DESIGNATION -  GORGORA
 AE1658  PID         -  AE1658
 AE1658  STATE/COUNTY-  TX/STARR
 AE1658  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1658
 AE1658                         *CURRENT SURVEY CONTROL
 AE1658  ___________________________________________________________________
 AE1658* NAD 83(1993)-  26 25 24.90010(N)    099 00 35.77455(W)     ADJUSTED  
 AE1658* NAVD 88     -       101.3    (meters)     332.     (feet)  VERTCON   
 AE1658  ___________________________________________________________________
 AE1658  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 AE1658  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AE1658
 AE1658  HORZ ORDER  -  FIRST
 AE1658
 AE1658.The horizontal coordinates were established by classical geodetic methods
 AE1658.and adjusted by the National Geodetic Survey in February 1996..
 AE1658
 AE1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1658
 AE1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1658
 AE1658.The geoid height was determined by GEOID03.
 AE1658
 AE1658;                    North         East     Units Scale Factor Converg.
 AE1658;SPC TX S     - 5,083,963.935   249,133.643   MT  0.99994522   -0 13 53.5
 AE1658;SPC TX S     -16,679,638.34    817,365.96   sFT  0.99994522   -0 13 53.5
 AE1658;UTM  14      - 2,922,594.435   499,009.084   MT  0.99960001   -0 00 15.9
 AE1658
 AE1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1658!SPC TX S     -   0.99998772  x   0.99994522  =   0.99993294
 AE1658!UTM  14      -   0.99998772  x   0.99960001  =   0.99958774
 AE1658
 AE1658|---------------------------------------------------------------------|
 AE1658| PID    Reference Object                     Distance      Geod. Az  |
 AE1658|                                                           dddmmss.s |
 AE1658| CV3234 GORGORA RM 2                         11.966 METERS 09016     |
 AE1658| CV3236 GORGORA RM 4                                       1075302.1 |
 AE1658| AE1611 CAMARGO CHURCH STEEPLE              APPROX.21.1 KM 1242038.1 |
 AE1658| AE1660 ROMA CATHOLIC CHURCH SPIRE          APPROX. 2.1 KM 2011555.8 |
 AE1658| AE1659 ROMA CHURCH OF COVENANT CUPOLA      APPROX. 2.0 KM 2021137.1 |
 AE1658| AE1661 ROMA MUN TANK                       APPROX. 2.1 KM 2063325.7 |
 AE1658| CV3235 GORGORA RM 3                          9.667 METERS 34410     |
 AE1658| CV3233 GORGORA RM                           12.615 METERS 35554     |
 AE1658|---------------------------------------------------------------------|
 AE1658
 AE1658                          SUPERSEDED SURVEY CONTROL
 AE1658
 AE1658  NAD 83(1986)-  26 25 24.90043(N)    099 00 35.73419(W) AD(       ) 1
 AE1658  NAD 27      -  26 25 23.67340(N)    099 00 34.62399(W) AD(       ) 1
 AE1658  NGVD 29 (07/19/86)  101.3    (m)          332.     (f) VERT ANG       
 AE1658
 AE1658.Superseded values are not recommended for survey control.
 AE1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1658.See file dsdata.txt to determine how the superseded data were derived.
 AE1658
 AE1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ9900922594(NAD 83)
 AE1658_MARKER: DS = TRIANGULATION STATION DISK
 AE1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1658_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1658
 AE1658  HISTORY     - Date     Condition        Report By
 AE1658  HISTORY     - 1917     MONUMENTED       CGS
 AE1658  HISTORY     - 1933     GOOD             CGS
 AE1658  HISTORY     - 1939     GOOD             IBC
 AE1658  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AE1658
 AE1658                          STATION DESCRIPTION
 AE1658
 AE1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1658'STATION IS ABOUT 1-1/4 MILES FROM ROMA AND 400 METERS (1,312 FEET)
 AE1658'FROM AN OLD ROAD LEADING NE FROM ROMA.
 AE1658'
 AE1658'SURFACE MARK IS A STANDARD BRONZE DISK SET IN BLOCK OF CONCRETE.
 AE1658'
 AE1658'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1658'
 AE1658'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK
 AE1658'OF CONCRETE, 12.615 METERS (41.39 FEET) FROM THE STATION
 AE1658'N 04 DEG 06 MIN W.
 AE1658'
 AE1658'TO REACH THE STATION, ENTER A FIELD NEAR A BARN ON THE E
 AE1658'SIDE OF TOWN AND FOLLOW THE ROAD ACROSS THE S END OF THE
 AE1658'FIELD AND ABOUT 1/2 MILE TO THE PASTURE AND THEN TO THE
 AE1658'TOP OF THE RIDGE.  A REDDISH KNOB, 1-1/4 MILES NE FROM TOWN
 AE1658'WILL BE SEEN FROM THE ENTRANCE TO THE FIELD.  THE STATION
 AE1658'IS ON THE TOP OF THE FIRST KNOB BEYOND THIS AND ABOUT 1/3
 AE1658'MILE DISTANT.
 AE1658
 AE1658                          STATION RECOVERY (1933)
 AE1658
 AE1658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 AE1658'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 AE1658'CONDITION.
 AE1658'
 AE1658'ELEVATION OF STATION, 100.8 METERS (331 FEET).
 AE1658
 AE1658                          STATION RECOVERY (1939)
 AE1658
 AE1658'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939
 AE1658'WE FOUND SURFACE MARKS AS DESCRIBED, BUT NOTICED
 AE1658'SIGNS OF DISINTEGRATION OF THE CONCRETE OF THE SURFACE MARKS,
 AE1658'APPARENTLY DUE TO THE FACT THAT THE MARKS WERE MADE WITH
 AE1658'NEAT CEMENT AND GRAVEL, WITHOUT USING ANY SAND IN THE CONCRETE.
 AE1658'THE CEMENT WAS CHECKING BADLY, AND THE SURFACE MARKS APPEARED
 AE1658'TO BE IN DANGER OF DESTRUCTION BY SPALLING.
 AE1658
 AE1658                          STATION RECOVERY (1974)
 AE1658
 AE1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1658'THE STATION MARK WAS RECOVERED BUT LOOSE IN PLACE.  THE
 AE1658'UNDERGROUND MARK WAS RECOVERED ABOUT 8 INCHES BELOW THE
 AE1658'GROUND.  THE REFERENCE MARK WAS NOT RECOVERED.  STATION
 AE1658'MARKS, REFERENCE MARKS 2, 3 AND 4 WERE ESTABLISHED AT THIS
 AE1658'TIME.  A NEW DESCRIPTION FOLLOWS.
 AE1658'
 AE1658'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF ROMA, AND
 AE1658'1.5 MILES NORTH OF U.S. HIGHWAY 83, ON THE TOP OF A LOW
 AE1658'RIDGE ON PROPERTY OWNED BY MR. JIM VANNEST OF RIO GRANDE
 AE1658'CITY.
 AE1658'
 AE1658'TO REACH THE STATION FROM THE POST OFFICE IN ROMA GO
 AE1658'SOUTHEASTERLY ON U.S. HIGHWAY 83 FOR 1.0 MILE TO A SIDE ROAD
 AE1658'LEFT AND CEMETERY ON THE RIGHT.  TURN LEFT AND GO NORTH ON
 AE1658'GRAVELED ROAD FOR 0.3 MILE TO A GATE.  PASS THROUGH THE GATE
 AE1658'AND CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.15 MILE TO A
 AE1658'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHERLY ON GRAVELED
 AE1658'ROAD FOR 0.8 MILE TO A CROSSROAD AND POWER LINE CROSSING.  (TO
 AE1658'REACH REFERENCE MARK 4 TURN RIGHT AND GO EAST ON TRACK ROAD
 AE1658'FOR 0.35 MILE TO THE MARK ON THE LEFT, BETWEEN TWO POWER
 AE1658'POLES.) CONTINUE NORTH ON GRAVELED ROAD FOR 0.05 MILE TO
 AE1658'THE STATION ON THE LEFT.
 AE1658'
 AE1658'THE STATION MARKS ARE STANDARD DISKS STAMPED GORGORA 1917 1974.
 AE1658'THE SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 AE1658'MONUMENT THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 20
 AE1658'FEET WEST OF THE CENTER OF THE GRAVELED ROAD.  THE
 AE1658'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 AE1658'INCHES BELOW THE GROUND.
 AE1658'
 AE1658'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GORGORA NO 2 1917
 AE1658'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1658'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 19 FEET EAST
 AE1658'OF THE CENTER OF THE GRAVELED ROAD AND ABOUT 1 FOOT LOWER THAN
 AE1658'THE STATION.
 AE1658'
 AE1658'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GORGORA NO 3 1917
 AE1658'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1658'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 25 FEET WEST OF THE
 AE1658'CENTER OF THE GRAVELED ROAD AND ABOUT THE SAME ELEVATION AS THE
 AE1658'STATION.
 AE1658'
 AE1658'REFERENCE MARK 4 IS A STANDARD DISK STAMPED AZ GORGORA NO 4
 AE1658'1917 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1658'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 11 FEET
 AE1658'NORTH OF THE TRACK ROAD, 8 FEET SOUTH OF A POWER POLE AND 2 FEET
 AE1658'NORTH OF A POWER POLE.
 AE1658'
 AE1658'REFERENCE MARK 4 MAY SERVE AS THE AZIMUTH MARK.
 AE1658'
 AE1658'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 AE1658'
 AE1658'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NORTH
 AE1658'OF ROMA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1439 ***********************************************************************
 AE1439  DESIGNATION -  GORIA
 AE1439  PID         -  AE1439
 AE1439  STATE/COUNTY-  TX/BROOKS
 AE1439  USGS QUAD   -  TACUBAYA (1993)
 AE1439
 AE1439                         *CURRENT SURVEY CONTROL
 AE1439  ___________________________________________________________________
 AE1439* NAD 83(1993)-  26 53 30.07411(N)    098 15 14.24960(W)     ADJUSTED  
 AE1439* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 AE1439  ___________________________________________________________________
 AE1439  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AE1439  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AE1439
 AE1439  HORZ ORDER  -  SECOND
 AE1439
 AE1439.The horizontal coordinates were established by classical geodetic methods
 AE1439.and adjusted by the National Geodetic Survey in February 1996..
 AE1439
 AE1439.The orthometric height was scaled from a topographic map.
 AE1439
 AE1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1439
 AE1439.The geoid height was determined by GEOID03.
 AE1439
 AE1439;                    North         East     Units Scale Factor Converg.
 AE1439;SPC TX S     - 5,135,745.656   324,441.660   MT  0.99989661   +0 06 42.1
 AE1439;SPC TX S     -16,849,525.54  1,064,439.01   sFT  0.99989661   +0 06 42.1
 AE1439;UTM  14      - 2,974,656.885   574,090.706   MT  0.99966777   +0 20 14.8
 AE1439
 AE1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1439!SPC TX S     -   0.99999262  x   0.99989661  =   0.99988923
 AE1439!UTM  14      -   0.99999262  x   0.99966777  =   0.99966039
 AE1439
 AE1439:                Primary Azimuth Mark                     Grid Az
 AE1439:SPC TX S     -  ENCINO HUMBLE OIL CO WTR TANK            057 18 25.0
 AE1439:UTM  14      -  ENCINO HUMBLE OIL CO WTR TANK            057 04 52.3
 AE1439
 AE1439|---------------------------------------------------------------------|
 AE1439| PID    Reference Object                     Distance      Geod. Az  |
 AE1439|                                                           dddmmss.s |
 AE1439| AE1414 ENCINO HUMBLE OIL CO WTR TANK       APPROX.13.6 KM 0572507.1 |
 AE1439| AE1416 ENCINO HUMBLE OIL CO RAD MAST       APPROX.13.8 KM 0574013.4 |
 AE1439| AE1417 ENCINO SW BELL TEL MICROWAVE        APPROX.12.4 KM 0750248.2 |
 AE1439| CV2951 C 628 RESET                                        0901148.6 |
 AE1439| CV3237 GORIA AZ MK                                        0924905.2 |
 AE1439| CV3238 GORIA RM 1                           24.109 METERS 10240     |
 AE1439| CV3239 GORIA RM 2                           24.119 METERS 33938     |
 AE1439|---------------------------------------------------------------------|
 AE1439
 AE1439                          SUPERSEDED SURVEY CONTROL
 AE1439
 AE1439  NAD 83(1986)-  26 53 30.08209(N)    098 15 14.21918(W) AD(       ) 2
 AE1439  NAD 27      -  26 53 28.89600(N)    098 15 13.19130(W) AD(       ) 2
 AE1439
 AE1439.Superseded values are not recommended for survey control.
 AE1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1439.See file dsdata.txt to determine how the superseded data were derived.
 AE1439
 AE1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7409174657(NAD 83)
 AE1439_MARKER: DS = TRIANGULATION STATION DISK
 AE1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1439_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1439
 AE1439  HISTORY     - Date     Condition        Report By
 AE1439  HISTORY     - 1961     MONUMENTED       CGS
 AE1439  HISTORY     - 1963     GOOD             CGS
 AE1439
 AE1439                          STATION DESCRIPTION
 AE1439
 AE1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1439'THE STATION IS APPROXIMATELY 24 MILES SOUTH OF FALFURRIAS,
 AE1439'7-1/2 MILES WEST OF THE SMALL VILLAGE OF RACHAL, AT THE
 AE1439'NORTHERN SIDE OF A TRIANGLE FORMED BY THE JUNCTION OF FARM
 AE1439'ROADS NO. 755 AND NO. 430 AND ON LAND OWNED BY THE TEXAS
 AE1439'HIGHWAY DEPARTMENT.
 AE1439'
 AE1439'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE INTERSECTION
 AE1439'OF U.S. HIGHWAY 281 AND FARM ROAD NO. 755 IN THE SMALL VILLAGE
 AE1439'OF RACHAL, GO WESTERLY ON FARM ROAD 755 FOR 6.9 MILES TO THE
 AE1439'AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY ON FARM ROAD
 AE1439'755 FOR 0.25 MILE TO A FORK (JUNCTION OF FARM ROADS 755 AND
 AE1439'430).  BEAR RIGHT ON FARM ROAD 430 AND THEN BEAR LEFT ON
 AE1439'GRAVEL ROAD IN THE TRIANGLE FORMED BY THE ROADS FOR 0.05
 AE1439'MILE TO THE STATION ON THE RIGHT.
 AE1439'
 AE1439'STATION MARKS ARE STANDARD DISKS STAMPED GORIA 1960.  THE
 AE1439'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH
 AE1439'WITH THE SURFACE OF THE GROUND.  IT IS 193 FEET WEST OF
 AE1439'A POWER POLE WITH THREE TRANSFORMERS, 72 FEET EAST OF THE
 AE1439'CENTER OF A SURFACED ROAD, 70 FEET SOUTHWEST OF THE CENTER
 AE1439'OF FARM ROAD 430, 42 FEET NORTHWEST OF THE CENTER OF THE GRAVEL
 AE1439'ROAD AND 18 FEET SOUTHWEST OF A 4 BY 4 WOODEN SIGN POST.
 AE1439'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AE1439'40 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1439'
 AE1439'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GORIA NO 1 1960,
 AE1439'IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 AE1439'SURFACE OF THE GROUND.  IT IS 118 FEET NORTHWEST OF THE POWER
 AE1439'POLE WITH THE TRANSFORMERS, 39 FEET SOUTH OF THE CENTER OF
 AE1439'FARM ROAD 430 AND 23 FEET NORTH OF THE CENTER OF THE GRAVEL
 AE1439'ROAD.
 AE1439'
 AE1439'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GORIA NO 2 1960,
 AE1439'IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 AE1439'SURFACE OF THE GROUND.  IT IS 138 FEET SOUTH OF THE SOUTH
 AE1439'EDGE OF A ROAD FORK, 44 FEET EAST OF THE CENTER OF THE SURFACED
 AE1439'ROAD AND 44 FEET SOUTHWEST OF THE CENTER OF FARM ROAD 430.
 AE1439'
 AE1439'AZIMUTH MARK, A STANDARD DISK STAMPED GORIA 1960, IS SET IN
 AE1439'A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 29 FEET
 AE1439'SOUTH OF THE CENTER LINE OF FARM ROAD 755, 2 FEET WEST OF
 AE1439'A POWER POLE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 AE1439'
 AE1439'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1439'
 AE1439'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AE1439
 AE1439                          STATION RECOVERY (1963)
 AE1439
 AE1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 AE1439'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 AE1439'MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 AE1439'WAS DESTROYED AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT
 AE1439'TO CLEAR FOR THE WIDENING OF FARM-TO-MARKET ROAD 755, AFTER
 AE1439'A NEW BENCH MARK WAS SET IN THE NEAR VICINITY, WHICH IS TO
 AE1439'SERVE FOR THE NEW AZIMUTH MARK, AND AN ELEVATION FOR A BENCH
 AE1439'MARK THAT WAS DESTROYED ALSO.  A COMPLETE DESCRIPTION IS AS
 AE1439'FOLLOWS--
 AE1439'
 AE1439'THE STATION IS ABOUT 24 MILES SOUTH OF FALFURRIAS, 7-1/2
 AE1439'MILES WEST OF THE VILLAGE OF RACHAL, AT THE NORTHERN SIDE
 AE1439'OF A TRIANGLE FORMED BY THE JUNCTION OF FARM-TO-MARKET
 AE1439'ROADS 430 AND 755, AND ON LAND OWNED BY THE TEXAS HIGHWAY
 AE1439'DEPARTMENT.
 AE1439'
 AE1439'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AE1439'AND FARM-TO-MARKET ROAD 755 AT THE VILLAGE OF RACHAL, GO
 AE1439'WESTERLY ON FARM-TO-MARKET ROAD 755 FOR 7.0 MILES TO AZIMUTH
 AE1439'MARK ON THE RIGHT (C AND GS BENCH MARK C 628 RESET 1963)
 AE1439'ON THE RIGHT.  CONTINUE WESTERLY ON FARM-TO-MARKET ROAD 755
 AE1439'FOR 0.4 MILE TO A ROAD FORK (JUNCTION OF FARM-TO-MARKET
 AE1439'ROAD 430 AND 755).  BEAR RIGHT ON FARM-TO-MARKET ROAD 430
 AE1439'AND THEN BEAR LEFT ON A GRAVEL ROAD IN THE TRIANGLE FORMED
 AE1439'BY THE ROADS FOR 0.05 MILE TO STATION ON THE RIGHT.
 AE1439'
 AE1439'STATION MARKS ARE STANDARD DISKS STAMPED GORIA 1960.  THE
 AE1439'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH
 AE1439'WITH THE SURFACE OF THE GROUND.  IT IS 193 FEET WEST OF A
 AE1439'POWER POLE WITH THREE TRANSFORMERS, 72 FEET EAST OF THE CENTER
 AE1439'OF A SURFACED ROAD, 70 FEET SOUTHWEST OF THE CENTER OF
 AE1439'FARM-TO-MARKET ROAD 430, 42 FEET NORTHWEST OF THE CENTER OF THE
 AE1439'GRAVEL ROAD AND 18 FEET SOUTHWEST OF A 4 IN BY 4 IN WOODEN
 AE1439'SIGN POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AE1439'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1439'
 AE1439'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GORIA NO 1 1960,
 AE1439'IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 AE1439'SURFACE OF THE GROUND.  IT IS 118 FEET NORTHWEST OF THE POWER
 AE1439'POLE WITH THREE TRANSFORMERS, 39 FEET SOUTH OF THE CENTER
 AE1439'OF FARM-TO-MARKET ROAD 430, AND 23 FEET NORTH OF THE CENTER
 AE1439'OF THE GRAVEL ROAD.
 AE1439'
 AE1439'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GORIA NO 2 1960,
 AE1439'IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 AE1439'SURFACE OF THE GROUND.  IT IS 138 FEET SOUTH OF THE SOUTH EDGE
 AE1439'OF A ROAD FORK, 44 FEET EAST OF THE CENTER OF THE SURFACE ROAD
 AE1439'AND 44 FEET SOUTHWEST OF THE CENTER OF FARM-TO-MARKET ROAD 430.
 AE1439'
 AE1439'AZIMUTH MARK, A COAST AND GEODETIC SURVEY BENCH MARK, STAMPED
 AE1439'C 628 RESET 1963, IS SET IN A 10 IN X 10 IN CONCRETE POST
 AE1439'WHICH PROJECTS 5 INCHES.  IT IS 51 FEET NORTH OF THE CENTER
 AE1439'LINE OF FARM-TO-MARKET ROAD 755, 4 FEET WEST OF A T-FENCE
 AE1439'CORNER, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND 1.4
 AE1439'FEET NORTHEAST OF A METAL WITNESS POST.
 AE1439'
 AE1439'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5267 ***********************************************************************
 AH5267  DESIGNATION -  GORMAN WT SEC
 AH5267  PID         -  AH5267
 AH5267  STATE/COUNTY-  TX/EASTLAND
 AH5267  USGS QUAD   -  GORMAN (1968)
 AH5267
 AH5267                         *CURRENT SURVEY CONTROL
 AH5267  ___________________________________________________________________
 AH5267* NAD 83(1993)-  32 12 39.46848(N)    098 40 14.85581(W)     ADJUSTED  
 AH5267* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 AH5267  ___________________________________________________________________
 AH5267  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AH5267  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AH5267
 AH5267  HORZ ORDER  -  THIRD
 AH5267
 AH5267.The horizontal coordinates were established by classical geodetic methods
 AH5267.and adjusted by the National Geodetic Survey in July 1998..
 AH5267
 AH5267.The orthometric height was scaled from a topographic map.
 AH5267
 AH5267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5267
 AH5267.The geoid height was determined by GEOID03.
 AH5267
 AH5267;                    North         East     Units Scale Factor Converg.
 AH5267;SPC TXNC     - 2,060,371.661   583,898.607   MT  0.99997940   -0 05 35.3
 AH5267;SPC TXNC     - 6,759,736.02  1,915,674.01   sFT  0.99997940   -0 05 35.3
 AH5267;UTM  14      - 3,563,867.300   531,023.999   MT  0.99961187   +0 10 31.7
 AH5267
 AH5267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5267!SPC TXNC     -   0.99993526  x   0.99997940  =   0.99991466
 AH5267!UTM  14      -   0.99993526  x   0.99961187  =   0.99954716
 AH5267
 AH5267                          SUPERSEDED SURVEY CONTROL
 AH5267
 AH5267.No superseded survey control is available for this station.
 AH5267
 AH5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA3102463867(NAD 83)
 AH5267_MARKER: 53 = ELEVATED TANK
 AH5267
 AH5267  HISTORY     - Date     Condition        Report By
 AH5267  HISTORY     - 1965     FIRST OBSERVED   USGS
 AH5267  HISTORY     - 20050527 GOOD             USPSQD
 AH5267
 AH5267                          STATION DESCRIPTION
 AH5267
 AH5267'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5267'STATION IS IN THE CENTER OF GORMAN, TEXAS, 2 BLOCKS S. OF THE MAIN
 AH5267'BUSINESS DISTRICT.  STATION IS 3 BLOCKS W. AND 2 BLOCKS S. OF THE
 AH5267'INTERSECTION OF STATE HIGHWAY 6 AND FARM ROAD 8 E. AND ABOUT 50 FT. E.
 AH5267'OF THE CENTER OF A N-S. STREET.  THE TANK IS SILVER WITH A CONICAL TOP
 AH5267'AND ROUND BOTTOM AND IS SUPPORTED ON 4 LEGS.
 AH5267'STATION MARK--TOP AND CENTER OF THE TANK WAS INTERSECTED.
 AH5267
 AH5267                          STATION RECOVERY (2005)
 AH5267
 AH5267'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 AH5267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1372 ***********************************************************************
 GL1372  DESIGNATION -  GOVERN
 GL1372  PID         -  GL1372
 GL1372  STATE/COUNTY-  TX/DALLAM
 GL1372  USGS QUAD   -  RED COW DRAW (1973)
 GL1372
 GL1372                         *CURRENT SURVEY CONTROL
 GL1372  ___________________________________________________________________
 GL1372* NAD 83(1993)-  36 17 21.04471(N)    102 28 46.14276(W)     ADJUSTED  
 GL1372* NAVD 88     -      1257.     (meters)    4124.     (feet)  VERTCON   
 GL1372  ___________________________________________________________________
 GL1372  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 GL1372  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 GL1372
 GL1372  HORZ ORDER  -  SECOND
 GL1372
 GL1372.The horizontal coordinates were established by classical geodetic methods
 GL1372.and adjusted by the National Geodetic Survey in February 1996..
 GL1372
 GL1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1372
 GL1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1372
 GL1372.The geoid height was determined by GEOID03.
 GL1372
 GL1372;                    North         East     Units Scale Factor Converg.
 GL1372;SPC TX N     - 1,254,401.905   112,008.764   MT  1.00002641   -0 34 03.5
 GL1372;SPC TX N     - 4,115,483.58    367,482.09   sFT  1.00002641   -0 34 03.5
 GL1372;UTM  13      - 4,018,971.329   726,357.903   MT  1.00023135   +1 29 32.7
 GL1372
 GL1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1372!SPC TX N     -   0.99980666  x   1.00002641  =   0.99983307
 GL1372!UTM  13      -   0.99980666  x   1.00023135  =   1.00003797
 GL1372
 GL1372|---------------------------------------------------------------------|
 GL1372| PID    Reference Object                     Distance      Geod. Az  |
 GL1372|                                                           dddmmss.s |
 GL1372| CM8185 GOVERN RM 1                          13.282 METERS 01027     |
 GL1372| CM8186 GOVERN RM 2                          12.263 METERS 10446     |
 GL1372| CM8184 GOVERN AZ MK                                       1424856.5 |
 GL1372|---------------------------------------------------------------------|
 GL1372
 GL1372                          SUPERSEDED SURVEY CONTROL
 GL1372
 GL1372  NAD 83(1993)-  36 17 21.04443(N)    102 28 46.14321(W) AD(       ) 2
 GL1372  NAD 83(1993)-  36 17 21.05476(N)    102 28 46.13471(W) AD(       ) 2
 GL1372  NAD 83(1986)-  36 17 21.05561(N)    102 28 46.13412(W) AD(       ) 2
 GL1372  NAD 27      -  36 17 20.95100(N)    102 28 44.45800(W) AD(       ) 2
 GL1372  NGVD 29 (07/19/86) 1256.     (m)         4121.     (f) VERT ANG       
 GL1372
 GL1372.Superseded values are not recommended for survey control.
 GL1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1372.See file dsdata.txt to determine how the superseded data were derived.
 GL1372
 GL1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA2635818971(NAD 83)
 GL1372_MARKER: DS = TRIANGULATION STATION DISK
 GL1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1372_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1372
 GL1372  HISTORY     - Date     Condition        Report By
 GL1372  HISTORY     - 1953     MONUMENTED       CGS
 GL1372
 GL1372                          STATION DESCRIPTION
 GL1372
 GL1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1372'STATION IS LOCATED, AIRLINE, ABOUT 15 MILES NORTH OF DALHART, 3-1/2
 GL1372'MILES EAST OF STATE HIGHWAY 51, 1-1/3 MILES NORTH OF AN EAST-WEST
 GL1372'DIRT ROAD AND ON A SANDY KNOLL 0.2 MILE WEST OF A WINDMILL.
 GL1372'
 GL1372'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY 87
 GL1372'AND STATE HIGHWAY 51 AT THE NORTH EDGE OF DALHART, GO NORTH ON
 GL1372'STATE HIGHWAY 51 FOR 14.4 MILES TO A CROSS ROAD.  TURN RIGHT, EAST,
 GL1372'ON A GRADED DIRT ROAD AND GO 3.8 MILES TO A NORTH-SOUTH FENCE
 GL1372'LINE.  TURN LEFT ON A TRACK ROAD ALONG THE WEST SIDE OF THE FENCE
 GL1372'AND GO 1.0 MILE TO A GATE AND THE AZIMUTH MARK ON THE LEFT.
 GL1372'PASS THROUGH GATE AND CONTINUE NORTH FOR 0.4 MILE TO A WINDMILL.
 GL1372'TURN LEFT ON A DIM TRACK ROAD AND GO 0.2 MILE TO THE TOP
 GL1372'OF THE SANDY KNOLL AND THE STATION.
 GL1372'
 GL1372'STATION MARK, STAMPED GOVERN 1953, IS A STANDARD DISK SET IN THE
 GL1372'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER, FLUSH WITH THE
 GL1372'GROUND AND 4.9 FEET NORTHEAST OF A WITNESS POST.
 GL1372'
 GL1372'REFERENCE MARK NUMBER 1, STAMPED GOVERN NO 1 1953, IS A STANDARD
 GL1372'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GL1372'DIAMETER, PROJECTING 3 INCHES AND 1-1/2 FEET HIGHER THAN THE
 GL1372'STATION.
 GL1372'
 GL1372'REFERENCE MARK NUMBER 2, STAMPED GOVERN NO 2 1953, IS A STANDARD
 GL1372'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GL1372'DIAMETER, PROJECTING 6 INCHES AND 2-1/2 FEET HIGHER THAN THE
 GL1372'STATION.
 GL1372'
 GL1372'AZIMUTH MARK, STAMPED GOVERN 1953, IS A STANDARD DISK SET IN THE TOP
 GL1372'OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTING 2
 GL1372'INCHES.  IT IS 11.0 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD,
 GL1372'27.0 FEET WEST OF THE FENCE CORNER AND 2.0 FEET NORTH OF THE FENCE
 GL1372'LINE.
 GL1372'
 GL1372'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2810 ***********************************************************************
 AB2810  PACS        -  This is a Primary Airport Control Station.
 AB2810  DESIGNATION -  GPS
 AB2810  PID         -  AB2810
 AB2810  STATE/COUNTY-  TX/DALLAS
 AB2810  USGS QUAD   -  MESQUITE (1973)
 AB2810
 AB2810                         *CURRENT SURVEY CONTROL
 AB2810  ___________________________________________________________________
 AB2810* NAD 83(1993)-  32 45 19.14209(N)    096 31 52.78926(W)     ADJUSTED  
 AB2810* NAVD 88     -       135.46   (meters)     444.4    (feet)  GPS OBS   
 AB2810  ___________________________________________________________________
 AB2810  X           -    -610,738.819 (meters)                     COMP
 AB2810  Y           -  -5,334,449.918 (meters)                     COMP
 AB2810  Z           -   3,431,228.473 (meters)                     COMP
 AB2810  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 AB2810  ELLIP HEIGHT-         109.75  (meters)          (10/24/00) GPS OBS
 AB2810  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AB2810
 AB2810  HORZ ORDER  -  B
 AB2810  ELLP ORDER  -  FOURTH    CLASS II
 AB2810
 AB2810.This mark is at Phil L Hudson Muni (HQZ) Airport (HQZ)
 AB2810
 AB2810.The horizontal coordinates were established by GPS observations
 AB2810.and adjusted by the National Geodetic Survey in February 1996..
 AB2810
 AB2810.The orthometric height was determined by GPS observations and a
 AB2810.high-resolution geoid model.
 AB2810
 AB2810.GPS derived orthometric heights for airport stations designated as
 AB2810.PACS or SACS are published to 2 decimal places.  This maintains
 AB2810.centimeter relative accuracy between the PACS and SACS.  It does
 AB2810.not indicate centimeter accuracy relative to other marks which are
 AB2810.part of the NAVD 88 network.
 AB2810
 AB2810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2810
 AB2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2810
 AB2810.The ellipsoidal height was determined by GPS observations
 AB2810.and is referenced to NAD 83.
 AB2810
 AB2810.The geoid height was determined by GEOID03.
 AB2810
 AB2810;                    North         East     Units Scale Factor Converg.
 AB2810;SPC TXNC     - 2,122,448.674   784,452.805   MT  0.99988591   +1 04 25.3
 AB2810;SPC TXNC     - 6,963,400.36  2,573,658.91   sFT  0.99988591   +1 04 25.3
 AB2810;UTM  14      - 3,626,858.708   731,277.161   MT  1.00025960   +1 20 10.6
 AB2810
 AB2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2810!SPC TXNC     -   0.99998277  x   0.99988591  =   0.99986868
 AB2810!UTM  14      -   0.99998277  x   1.00025960  =   1.00024236
 AB2810
 AB2810:                Primary Azimuth Mark                     Grid Az
 AB2810:SPC TXNC     -  PHILPORT                                 176 06 26.0
 AB2810:UTM  14      -  PHILPORT                                 175 50 40.7
 AB2810
 AB2810|---------------------------------------------------------------------|
 AB2810| PID    Reference Object                     Distance      Geod. Az  |
 AB2810|                                                           dddmmss.s |
 AB2810| CS3209 PHILPORT                            436.598 METERS 1771051.3 |
 AB2810|---------------------------------------------------------------------|
 AB2810
 AB2810                          SUPERSEDED SURVEY CONTROL
 AB2810
 AB2810  ELLIP H (02/20/96)  109.91   (m)                       GP(       ) 1 1
 AB2810
 AB2810.Superseded values are not recommended for survey control.
 AB2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2810.See file dsdata.txt to determine how the superseded data were derived.
 AB2810
 AB2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3127726859(NAD 83)
 AB2810_MARKER: I = METAL ROD
 AB2810_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2810_MARK LOGO: TX4530
 AB2810_PROJECTION: FLUSH
 AB2810_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2810+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 AB2810_ROD/PIPE-DEPTH: 6.7  meters
 AB2810_SLEEVE-DEPTH  : 0.9 meters
 AB2810
 AB2810  HISTORY     - Date     Condition        Report By
 AB2810  HISTORY     - 1994     MONUMENTED       TX4530
 AB2810  HISTORY     - 19941220 GOOD             NGS
 AB2810  HISTORY     - 20030602 GOOD             TX1730
 AB2810
 AB2810                          STATION DESCRIPTION
 AB2810
 AB2810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2810'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST OF MESQUITE, AT THE
 AB2810'PHIL L.  HUDSON MUNICIPAL AIRPORT, IN GRASS ALONG THE NORTH SIDE OF A
 AB2810'TAXI LEADING TO A HANGAR AT RUNWAY END 17.  OWNERSHIP--CITY OF
 AB2810'MESQUITE.  AIRPORT MANAGER IS HARRY FILBEY, 1130 HUDSON AIRPORT
 AB2810'BOULEVARD NUMBER 100, MESQUITE, TX 75181.  PHONE 214-222-8536. CONTACT
 AB2810'HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO
 AB2810'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 352
 AB2810'IN MESQUITE, GO SOUTHWEST ON HIGHWAY 352 FOR 3.1 KM (1.90 MI) TO
 AB2810'PIONEER ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON PIONEER ROAD FOR 0.2
 AB2810'KM (0.10 MI) TO THE T-JUNCTION OF SCYENE ROAD. TURN RIGHT, EAST, ON
 AB2810'SCYENE ROAD FOR 6.9 KM (4.30 MI) TO HUDSON AIRPORT BOULEVARD ON THE
 AB2810'RIGHT.  TURN RIGHT, SOUTH, ON HUDSON AIRPORT BOULEVARD FOR 0.6 KM
 AB2810'(0.35 MI) TO A CONCRETE DRIVE ON THE LEFT.  TURN LEFT, EAST FOR 0.08
 AB2810'KM (0.05 MI) TO THE AIRPORT OFFICE BUILDING ON THE RIGHT AND A GATE.
 AB2810'CONTINUE AHEAD, EAST, PASSING THROUGH THE GATE FOR ABOUT 0.08 KM (0.05
 AB2810'MI) TO THE TAXI.  TURN LEFT, NORTH, ALONG THE TAXI FOR 0.4 KM (0.25
 AB2810'MI) TO THE NORTH END OF THE TAXI AND THE STATION ON THE LEFT.  THE
 AB2810'STATION IS A SURVEY DISK CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 AB2810'IN A 2.5 CM GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A
 AB2810'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 54.8
 AB2810'M (179.8 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A HANGAR, 34.1
 AB2810'M (111.9 FT) EAST OF A FIRE HYDRANT, 12.1 M (39.7 FT) EAST OF THE EAST
 AB2810'END OF A CONCRETE BOX CULVERT, 8.1 M (26.6 FT) WEST OF THE CENTER OF
 AB2810'THE TAXI, 6.2 M (20.3 FT) NORTH OF THE CENTER OF THE TAXI TO THE
 AB2810'HANGAR.  DESCRIBED BY D.G.  AUG
 AB2810
 AB2810                          STATION RECOVERY (2003)
 AB2810
 AB2810'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 AB2810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3407 ***********************************************************************
 CS3407  CBN         -  This is a Cooperative Base Network Control Station.
 CS3407  DESIGNATION -  GPS 33
 CS3407  PID         -  CS3407
 CS3407  STATE/COUNTY-  TX/DALLAS
 CS3407  USGS QUAD   -  GRAPEVINE (1981)
 CS3407
 CS3407                         *CURRENT SURVEY CONTROL
 CS3407  ___________________________________________________________________
 CS3407* NAD 83(1993)-  32 53 07.97060(N)    097 00 57.58835(W)     ADJUSTED  
 CS3407* NAVD 88     -       165.2    (meters)     542.     (feet)  GPS OBS   
 CS3407  ___________________________________________________________________
 CS3407  X           -    -654,887.401 (meters)                     COMP
 CS3407  Y           -  -5,321,346.967 (meters)                     COMP
 CS3407  Z           -   3,443,381.345 (meters)                     COMP
 CS3407  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 CS3407  ELLIP HEIGHT-         138.14  (meters)          (10/24/00) GPS OBS
 CS3407  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CS3407
 CS3407  HORZ ORDER  -  B
 CS3407  ELLP ORDER  -  FOURTH    CLASS II
 CS3407
 CS3407.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 CS3407
 CS3407.The horizontal coordinates were established by GPS observations
 CS3407.and adjusted by the National Geodetic Survey in May 1994..
 CS3407
 CS3407.The orthometric height was determined by GPS observations and a
 CS3407.high-resolution geoid model.
 CS3407
 CS3407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3407
 CS3407.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3407
 CS3407.The ellipsoidal height was determined by GPS observations
 CS3407.and is referenced to NAD 83.
 CS3407
 CS3407.The geoid height was determined by GEOID03.
 CS3407
 CS3407;                    North         East     Units Scale Factor Converg.
 CS3407;SPC TXNC     - 2,136,141.969   738,841.929   MT  0.99987680   +0 48 33.7
 CS3407;SPC TXNC     - 7,008,325.78  2,424,017.23   sFT  0.99987680   +0 48 33.7
 CS3407;UTM  14      - 3,640,343.946   685,591.579   MT  1.00002472   +1 04 39.2
 CS3407
 CS3407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3407!SPC TXNC     -   0.99997831  x   0.99987680  =   0.99985511
 CS3407!UTM  14      -   0.99997831  x   1.00002472  =   1.00000303
 CS3407
 CS3407                          SUPERSEDED SURVEY CONTROL
 CS3407
 CS3407  ELLIP H (05/09/94)  138.25   (m)                       GP(       ) 4 2
 CS3407
 CS3407.Superseded values are not recommended for survey control.
 CS3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3407.See file dsdata.txt to determine how the superseded data were derived.
 CS3407
 CS3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8559240344(NAD 83)
 CS3407_MARKER: DD = SURVEY DISK
 CS3407_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CS3407_SP_SET: DALLAS/FT. WORTH GEODTIC MARKE
 CS3407_STAMPING: GPS 33 1988
 CS3407_MARK LOGO: NGS   
 CS3407_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS3407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS3407+STABILITY: SURFACE MOTION
 CS3407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3407+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1993
 CS3407
 CS3407  HISTORY     - Date     Condition        Report By
 CS3407  HISTORY     - 1988     MONUMENTED       NGS
 CS3407  HISTORY     - 19930419 GOOD             NGS
 CS3407  HISTORY     - 20010730 GOOD             NGS
 CS3407
 CS3407                          STATION DESCRIPTION
 CS3407
 CS3407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 CS3407'THE STATION IS LOCATED NORTHWEST OF THE INTERSECTION OF EAST AIRFIELD
 CS3407'DRIVE AND WEST 28TH STREET AT THE DALLAS FORT WORTH AIRPORT. THE
 CS3407'STATION IS 13.4 M (43.96 FT) WEST OF THE WEST EDGE OF PAVEMENT OF EAST
 CS3407'AIRFIELD DRIVE, AND 60.96 M (200.00 FT) NORTH OF THE NORTH EDGE OF
 CS3407'PAVEMENT OF WEST 28TH STREET. THE MARK IS A STANDARD NGS DISK SET
 CS3407'FLUSH IN THE TOP OF A NINE FOOT SQUARE CONCRETE BOX (PRESSURE POINT
 CS3407'C), AND IS STAMPED --GPS-33 1988--.
 CS3407
 CS3407                          STATION RECOVERY (1993)
 CS3407
 CS3407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CS3407'NOTE--THIS STATION IS LOCATED OUTSIDE THE AOA OF THE AIRPORT AND IS
 CS3407'ACCESSABLE AT ANY TIME WITH NO ESCORT.
 CS3407'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) NORTHEAST OF FORT WORTH,
 CS3407'16 KM (9.95 MI) NORTHWEST OF DALLAS, 3 KM (1.85 MI) NORTH OF IRVING,
 CS3407'AT EAST SIDE OF DALLAS/FORT WORTH INTERNATIONAL AIRPORT ON A CONCRETE
 CS3407'FOUNDATION ON THE EAST EDGE OF A LARGE DRAINAGE DITCH IN A STRIP OF
 CS3407'GRASS BETWEEN THE PERIMETER FENCE AROUND THE DELTA FACILITY AND THE
 CS3407'SOUTHBOUND LANES OF EAST AIRFIELD DRIVE.  OWNERSHIP--DALLAS/FORT
 CS3407'WORTH INTERNATIONAL AIRPORT, P.O. DRAWER DFW, DALLAS/FORT WORTH
 CS3407'AIRPORT, TX 75261.
 CS3407'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF STATE HIGHWAYS 360 AND
 CS3407'183, GO EAST-NORTHEAST ON HIGHWAY 183 FOR 3.3 KM (2.05 MI) TO THE
 CS3407'VALLEY VIEW LANE EXIT ON THE RIGHT.  BEAR RIGHT, SOUTHEAST, ON THE
 CS3407'EXIT RAMP AND FRONTAGE ROAD FOR 0.5 KM (0.30 MI) TO THE CROSSROAD OF
 CS3407'VALLEY VIEW LANE.  TURN LEFT, NORTH, ON VALLEY VIEW LANE FOR 3.53 KM
 CS3407'(2.20 MI) TO A PAVED CROSSROAD (WALNUT HILL LANE).  TURN LEFT,
 CS3407'WEST-NORTHWEST, ON WALNUT HILL LANE FOR 0.25 KM (0.15 MI) TO THE
 CS3407'T-JUNCTION OF EAST AIRFIELD DRIVE.  TURN RIGHT, NORTHEAST, ON EAST
 CS3407'AIRFIELD DRIVE FOR 2.36 KM (1.45 MI) TO EAST 28TH STREET ON THE LEFT.
 CS3407'CONTINUE AHEAD, NORTH, ON EAST AIRFIELD DRIVE FOR 0.26 KM (0.15 MI)
 CS3407'TO THE END OF THE NORTHBOUND LANES.  TURN DOUBLE-LEFT, SOUTH, ON THE
 CS3407'SOUTHBOUND LANES OF EAST AIRFIELD DRIVE FOR 0.19 KM (0.10 MI) TO THE
 CS3407'STATION ON THE RIGHT JUST AFTER THE LOCKED ENTRANCE TO THE EMPLOYEES
 CS3407'PARKING AREA AT THE DELTA AIRLINES FACILITY.
 CS3407'THE STATION IS SET IN THE NORTHWEST CORNER OF A 2.8 M (9.2 FT) SQUARE
 CS3407'CONCRETE PAD PROJECTING 40 CM WITH A SMALL AIR VENT ON THE SOUTH
 CS3407'SIDE. IT IS 67.2 M (220.5 FT) NORTH FROM THE CENTER OF EAST 28TH
 CS3407'STREET, 23.7 M (77.8 FT) SOUTH FROM THE CENTER OF THE ENTRANCE TO THE
 CS3407'DELTA PARKING AREA, 17.4 M (57.1 FT) WEST FROM THE CENTER OF THE
 CS3407'SOUTHBOUND LANES OF EAST AIRFIELD DRIVE, 2.0 M (6.6 FT)
 CS3407'EAST-NORTHEAST FROM THE V-FENCE CORNER OF THE PERIMETER FENCE, AND 2.4
 CS3407'M (7.9 FT) WEST-SOUTHWEST FROM A STEEL WITNESS POST WITH A SIGN
 CS3407'-PRESSURE POINT C-.
 CS3407
 CS3407                          STATION RECOVERY (2001)
 CS3407
 CS3407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS3407'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3408 ***********************************************************************
 CS3408  CBN         -  This is a Cooperative Base Network Control Station.
 CS3408  PACS        -  This is a Primary Airport Control Station.
 CS3408  DESIGNATION -  GPS 4
 CS3408  PID         -  CS3408
 CS3408  STATE/COUNTY-  TX/DALLAS
 CS3408  USGS QUAD   -  EULESS (1981)
 CS3408
 CS3408                         *CURRENT SURVEY CONTROL
 CS3408  ___________________________________________________________________
 CS3408* NAD 83(1993)-  32 52 28.35635(N)    097 00 55.38170(W)     ADJUSTED  
 CS3408* NAVD 88     -       179.84   (meters)     590.0    (feet)  GPS OBS   
 CS3408  ___________________________________________________________________
 CS3408  X           -    -654,912.890 (meters)                     COMP
 CS3408  Y           -  -5,322,023.727 (meters)                     COMP
 CS3408  Z           -   3,442,364.385 (meters)                     COMP
 CS3408  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 CS3408  ELLIP HEIGHT-         152.76  (meters)          (10/24/00) GPS OBS
 CS3408  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CS3408
 CS3408  HORZ ORDER  -  B
 CS3408  ELLP ORDER  -  FOURTH    CLASS II
 CS3408
 CS3408.This mark is at Dallas-Fort Worth Intl (DFW) Airport (DFW)
 CS3408
 CS3408.The horizontal coordinates were established by GPS observations
 CS3408.and adjusted by the National Geodetic Survey in May 1994..
 CS3408
 CS3408.The orthometric height was determined by GPS observations and a
 CS3408.high-resolution geoid model.
 CS3408
 CS3408.GPS derived orthometric heights for airport stations designated as
 CS3408.PACS or SACS are published to 2 decimal places.  This maintains
 CS3408.centimeter relative accuracy between the PACS and SACS.  It does
 CS3408.not indicate centimeter accuracy relative to other marks which are
 CS3408.part of the NAVD 88 network.
 CS3408
 CS3408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3408
 CS3408.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3408
 CS3408.The ellipsoidal height was determined by GPS observations
 CS3408.and is referenced to NAD 83.
 CS3408
 CS3408.The geoid height was determined by GEOID03.
 CS3408
 CS3408;                    North         East     Units Scale Factor Converg.
 CS3408;SPC TXNC     - 2,134,922.686   738,916.517   MT  0.99987737   +0 48 34.9
 CS3408;SPC TXNC     - 7,004,325.51  2,424,261.94   sFT  0.99987737   +0 48 34.9
 CS3408;UTM  14      - 3,639,124.846   685,671.881   MT  1.00002509   +1 04 39.2
 CS3408
 CS3408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3408!SPC TXNC     -   0.99997602  x   0.99987737  =   0.99985339
 CS3408!UTM  14      -   0.99997602  x   1.00002509  =   1.00000111
 CS3408
 CS3408                          SUPERSEDED SURVEY CONTROL
 CS3408
 CS3408  ELLIP H (05/09/94)  152.88   (m)                       GP(       ) 4 2
 CS3408
 CS3408.Superseded values are not recommended for survey control.
 CS3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3408.See file dsdata.txt to determine how the superseded data were derived.
 CS3408
 CS3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8567239125(NAD 83)
 CS3408_MARKER: I = METAL ROD
 CS3408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS3408_SP_SET: STAINLESS STEEL ROD
 CS3408_STAMPING: GPS 4
 CS3408_MARK LOGO: LOCENG
 CS3408_PROJECTION: FLUSH
 CS3408_MAGNETIC: I = MARKER IS A STEEL ROD
 CS3408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3408+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 CS3408_ROD/PIPE-DEPTH: 10.0 meters
 CS3408
 CS3408  HISTORY     - Date     Condition        Report By
 CS3408  HISTORY     - 1987     MONUMENTED       NGS
 CS3408  HISTORY     - 19930419 GOOD             NGS
 CS3408  HISTORY     - 19950207 GOOD             NGS
 CS3408  HISTORY     - 20010730 GOOD             NGS
 CS3408  HISTORY     - 20030506 GOOD             JCLS
 CS3408
 CS3408                          STATION DESCRIPTION
 CS3408
 CS3408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3408'THE STATION IS LOCATED IN FRONT OF THE DALLAS FORT WORTH AIRPORT
 CS3408'ADMINISTRATION BUILDING, LOCATED ON EAST AIRFIELD DRIVE. TO REACH THE
 CS3408'STATION FROM THE INTERSECTION OF E. 34TH STREET (WALNUT HILL LANE) AND
 CS3408'E. AIRFIELD DRIVE, GO NORTH ON E. AIRFIELD DRIVE 0.64 KM (0.40 MI) TO
 CS3408'THE STATION ON THE RIGHT.  THE MARK IS UNDER AN ACCESS COVER SET IN
 CS3408'CONCRETE AT THE TOP OF BANK 46.6 M (152.89 FT) DUE WEST OF SOUTHWEST
 CS3408'CORNER OF AIRPORT ADMINISTRATION BUILDING, AND 36.57 M (119.98 FT)
 CS3408'EAST OF THE CENTERLINE OF E. AIRFIELD DRIVE, AND 123.44 M (404.99 FT)
 CS3408'NORTH OF THE CENTERLINE OF E. 32ND STREET, AND 85.44 M (280.31 FT)
 CS3408'NORTHEAST OF 8X24 FOOT CONCRETE VAULT COVER LOCATED ON THE WEST SIDE
 CS3408'OF E. AIRFIELD DRIVE, AND 186.27 M (611.12 FT) SOUTH OF A STORM INLET
 CS3408'LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF E. AIRFIELD
 CS3408'DRIVE AND E. 31ST STREET.
 CS3408
 CS3408                          STATION RECOVERY (1993)
 CS3408
 CS3408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CS3408'NOTE--THIS STATION IS LOCATED OUTSIDE THE AOA OF THE AIRPORT AND IS
 CS3408'ACCESSABLE AT ANY TIME WITH NO ESCORT.
 CS3408'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) NORTHEAST OF FORT WORTH,
 CS3408'16 KM (9.95 MI) NORTHWEST OF DALLAS, 3 KM (1.85 MI) NORTH OF IRVING,
 CS3408'AT THE EAST SIDE OF THE DALLAS/FORT WORTH INTERNATIONAL AIRPORT, ON
 CS3408'THE TOP OF A CUT-BANK ON THE WEST EDGE OF THE WEST LAWN OF THE
 CS3408'PROPERTY OF THE DALLAS/FORT WORTH AIRPORT ADMINISTRATION BUILDING.
 CS3408'OWNERSHIP--DALLAS/FORT WORTH INTERNATIONAL AIRPORT, P.O. DRAWER DFW,
 CS3408'DALLAS/FORT WORTH AIRPORT, TX 75261.
 CS3408'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF STATE HIGHWAYS 360 AND
 CS3408'183, GO EAST-NORTHEAST ON HIGHWAY 183 FOR 3.3 KM (2.05 MI) TO THE
 CS3408'VALLEY VIEW LANE EXIT ON THE RIGHT.  BEAR RIGHT, SOUTHEAST, ON THE
 CS3408'EXIT RAMP AND FRONTAGE ROAD FOR 0.5 KM (0.30 MI) TO THE CROSSROAD OF
 CS3408'VALLEY VIEW LANE. TURN LEFT, NORTH, OM VALLEY VIEW LANE FOR 3.53 KM
 CS3408'(2.20 MI) TO A PAVED CROSSROAD (WALNUT HILL LANE).  TURN LEFT,
 CS3408'WEST-NORTHWEST, ON WALNUT HILL LANE FOR 0.25 KM (0.15 MI) TO THE
 CS3408'T-JUNCTION OF AIRFIELD DRIVE.  TURN RIGHT, NORTHEAST, ON EAST
 CS3408'AIRFIELD DRIVE FOR 0.5 KM (0.30 MI) TO THE SOUTH ENTRANCE TO THE
 CS3408'AIRPORT ADMINISTRATION BUILDING ON THE RIGHT (EAST 32ND STREET).
 CS3408'CONTINUE AHEAD, NORTH, ON EAST AIRFIELD DRIVE FOR O.12 KM TO THE
 CS3408'STATION ON THE RIGHT.
 CS3408'THE STATION IS A SURVEY DISK THREADED ON TOP OF A STAINLESS STEEL ROD
 CS3408'IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET
 CS3408'FLUSH WITH THE GROUND.  IT IS 51.6 M (169.3 FT) WEST FROM THE
 CS3408'SOUTHWEST CORNER OF THE AIRPORT ADMINISTRATION BUILDING, 50.9 M
 CS3408'(167.0 FT) SOUTHWEST FROM THE SOUTH ONE OF THREE FLAGPOLES ON THE
 CS3408'WEST SIDE OF THE BUILDING, 27.3 M (89.6 FT) WEST FROM THE CENTER OF,
 CS3408'AND ABOUT 3 M (9.8 FT) HIGHER THAN THE NORTHBOUND LANES OF EAST AIR
 CS3408'FIELD DRIVE, AND 1.0 M (3.3 FT) NORTH FROM A STEEL WITNESS POST.
 CS3408
 CS3408                          STATION RECOVERY (1995)
 CS3408
 CS3408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS3408'NOTE--THE STATION IS LOCATED OUTSIDE THE AOA OF THE AIRPORT AND IS
 CS3408'ACCESSABLE AT ANY TIME.  THE STATION IS LOCATED ABOUT 24 KM (14.90 MI)
 CS3408'NORTHEAST OF FORT WORTH, 16 KM (9.95 MI) NORTHWEST OF DALLAS, 3 KM
 CS3408'(1.85 MI) NORTH OF IRVING, AT THE EAST SIDE OF THE DALLAS/FORT WORTH
 CS3408'INTERNATIONAL AIRPORT, ON THE TOP OF A CUT BANK ON THE WEST EDGE OF
 CS3408'THE WEST LAWN OF THE PROPERTY OF THE DALLAS/FORT WORTH ADMINISTRATION
 CS3408'BUILDING.  OWNERSHIP--DALLAS/FORT WORTH INTERNATIONAL AIRPORT, P.O.
 CS3408'DRAWER DFW, DALLAS/FORT WORTH AIRPORT, TX 75261.  TO REACH FROM THE
 CS3408'UNDERPASS AT THE JUNCTION OF STATE HIGHWAYS 360 AND 183, GO
 CS3408'EAST-NORTHEAST ON HIGHWAY 183 FOR 3.3 KM (2.05 MI) TO THE VALLEY VIEW
 CS3408'LANE EXIT ON THE RIGHT.  BEAR RIGHT, SOUTHEAST, ON THE EXIT RAMP AND
 CS3408'FRONTAGE ROAD FOR 0.5 KM (0.30 MI) TO THE CROSSROAD OF VALLEY VIEW
 CS3408'LANE.  TURN LEFT, NORTH, ON VALLEY VIEW LANE FOR 3.53 KM (2.20 MI) TO
 CS3408'A PAVED CROSSROAD (WALNUT HILL LANE) . TURN LEFT, WEST-NORTHWEST, ON
 CS3408'WALNUT HILL LANE FOR 0.25 KM (0.15 MI) TO THE T-JUNCTION OF AIRFIELD
 CS3408'DRIVE.  TURN RIGHT, NORTHEAST, ON EAST AIRFIELD DRIVE FOR 0.5 KM (0.30
 CS3408'MI) TO THE SOUTH ENTRANCE TO THE AIRPORT ADMINISTRATION BUILDING ON
 CS3408'THE RIGHT (EAST 32ND STREET) . CONTINUE AHEAD, NORTH, ON EAST AIRFIELD
 CS3408'DRIVE FOR 0.12 KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION
 CS3408'IS A SURVEY DISK THREADED ON TOP OF A STAINLESS STEEL ROD IN A 12.7 CM
 CS3408'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 CS3408'GROUND.  IT IS 51.6 M (169.3 FT) WEST OF THE SOUTHWEST CORNER OF THE
 CS3408'ADMINISTRATION BUILDING, 50.9 M (167.0 FT) SOUTHWEST OF THE SOUTH ONE
 CS3408'OF THREE FLAGPOLES ON THE WEST SIDE OF THE BUILDING, 27.3 WEST OF THE
 CS3408'CENTER OF, AND ABOUT 3 M (9.8 FT) HIGHER THAN THE NORTHBOUND LANES OF
 CS3408'EAST AIRFIELD DRIVE, AND 1.0 M (3.3 FT) NORTH OF A STEEL WITNESS POST.
 CS3408'DESCRIBED BY D.G.  AUG NOTE--ACTUAL ROD DEPTH UNKNOWN.  NOTE--STATION
 CS3408'WAS ESTABLISHED BY THE FIRM KIMLEY HORN AND ASSOCIATES.
 CS3408
 CS3408                          STATION RECOVERY (2001)
 CS3408
 CS3408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 CS3408'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 CS3408
 CS3408                          STATION RECOVERY (2003)
 CS3408
 CS3408'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CS3408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6130 ***********************************************************************
 DG6130  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6130  DESIGNATION -  GR SURVEYING COOP CORS ARP
 DG6130  CORS_ID     -  GNRS
 DG6130  PID         -  DG6130
 DG6130  STATE/COUNTY-  TX/TRAVIS
 DG6130  USGS QUAD   -  AUSTIN EAST (1988)
 DG6130
 DG6130                         *CURRENT SURVEY CONTROL
 DG6130  ___________________________________________________________________
 DG6130* NAD 83(CORS)-  30 20 47.30598(N)    097 40 17.94757(W)     ADJUSTED  
 DG6130* NAVD 88     -                                                        
 DG6130  ___________________________________________________________________
 DG6130  EPOCH DATE  -        2002.00
 DG6130  X           -    -735,443.361 (meters)                     COMP
 DG6130  Y           -  -5,459,799.622 (meters)                     COMP
 DG6130  Z           -   3,203,670.511 (meters)                     COMP
 DG6130  ELLIP HEIGHT-         182.72  (meters)          (06/??/04) GPS OBS
 DG6130  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DG6130
 DG6130  HORZ ORDER  -  SPECIAL (CORS)
 DG6130  ELLP ORDER  -  SPECIAL (CORS)
 DG6130
 DG6130.ITRF positions are available for this station.
 DG6130.The coordinates were established by GPS observations
 DG6130.and adjusted by the National Geodetic Survey in June 2004..
 DG6130.The coordinates are valid at the epoch date displayed above.
 DG6130.The epoch date for horizontal control is a decimal equivalence
 DG6130.of Year/Month/Day.
 DG6130
 DG6130
 DG6130.The PID for the CORS L1 Phase Center is DG6131.
 DG6130
 DG6130.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6130
 DG6130.The ellipsoidal height was determined by GPS observations
 DG6130.and is referenced to NAD 83.
 DG6130
 DG6130.The geoid height was determined by GEOID03.
 DG6130
 DG6130;                    North         East     Units Scale Factor Converg.
 DG6130;SPC TX C     - 3,078,422.548   955,880.835   MT  0.99994659   +1 22 15.3
 DG6130;SPC TX C     -10,099,791.31  3,136,085.71   sFT  0.99994659   +1 22 15.3
 DG6130
 DG6130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6130!SPC TX C     -   0.99997131  x   0.99994659  =   0.99991790
 DG6130
 DG6130                          SUPERSEDED SURVEY CONTROL
 DG6130
 DG6130.No superseded survey control is available for this station.
 DG6130
 DG6130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2767457926(NAD 83)
 DG6130_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6130
 DG6130                          STATION DESCRIPTION
 DG6130
 DG6130'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6130'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6130'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6130'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6130'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6130'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6131 ***********************************************************************
 DG6131  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6131  DESIGNATION -  GR SURVEYING COOP CORS L1 PHASE CENTER
 DG6131  CORS_ID     -  GNRS
 DG6131  PID         -  DG6131
 DG6131  STATE/COUNTY-  TX/TRAVIS
 DG6131  USGS QUAD   -  AUSTIN EAST (1988)
 DG6131
 DG6131                         *CURRENT SURVEY CONTROL
 DG6131  ___________________________________________________________________
 DG6131* NAD 83(CORS)-  30 20 47.30606(N)    097 40 17.94752(W)     ADJUSTED  
 DG6131* NAVD 88     -                                                        
 DG6131  ___________________________________________________________________
 DG6131  EPOCH DATE  -        2002.00
 DG6131  X           -    -735,443.372 (meters)                     COMP
 DG6131  Y           -  -5,459,799.715 (meters)                     COMP
 DG6131  Z           -   3,203,670.568 (meters)                     COMP
 DG6131  ELLIP HEIGHT-         182.83  (meters)          (06/??/04) GPS OBS
 DG6131  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DG6131
 DG6131  HORZ ORDER  -  SPECIAL (CORS)
 DG6131  ELLP ORDER  -  SPECIAL (CORS)
 DG6131
 DG6131.ITRF positions are available for this station.
 DG6131.The coordinates were established by GPS observations
 DG6131.and adjusted by the National Geodetic Survey in June 2004..
 DG6131.The coordinates are valid at the epoch date displayed above.
 DG6131.The epoch date for horizontal control is a decimal equivalence
 DG6131.of Year/Month/Day.
 DG6131
 DG6131
 DG6131.The PID for the CORS ARP is DG6130.
 DG6131
 DG6131.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6131
 DG6131.The ellipsoidal height was determined by GPS observations
 DG6131.and is referenced to NAD 83.
 DG6131
 DG6131.The geoid height was determined by GEOID03.
 DG6131
 DG6131;                    North         East     Units Scale Factor Converg.
 DG6131;SPC TX C     - 3,078,422.551   955,880.836   MT  0.99994659   +1 22 15.3
 DG6131;SPC TX C     -10,099,791.32  3,136,085.71   sFT  0.99994659   +1 22 15.3
 DG6131
 DG6131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6131!SPC TX C     -   0.99997129  x   0.99994659  =   0.99991788
 DG6131
 DG6131                          SUPERSEDED SURVEY CONTROL
 DG6131
 DG6131.No superseded survey control is available for this station.
 DG6131
 DG6131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU2767457926(NAD 83)
 DG6131_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6131
 DG6131                          STATION DESCRIPTION
 DG6131
 DG6131'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6131'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6131'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6131'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6131'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6131'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2795 ***********************************************************************
 CS2795  DESIGNATION -  GRACE MANUFACTURING WATER TANK
 CS2795  PID         -  CS2795
 CS2795  STATE/COUNTY-  TX/DALLAS
 CS2795  USGS QUAD   -  OAK CLIFF (1981)
 CS2795
 CS2795                         *CURRENT SURVEY CONTROL
 CS2795  ___________________________________________________________________
 CS2795* NAD 83(1993)-  32 44 02.49386(N)    096 45 26.08508(W)     ADJUSTED  
 CS2795* NAVD 88     -                                                        
 CS2795  ___________________________________________________________________
 CS2795  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 CS2795  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CS2795
 CS2795  HORZ ORDER  -  THIRD
 CS2795
 CS2795.The horizontal coordinates were established by classical geodetic methods
 CS2795.and adjusted by the National Geodetic Survey in February 1996..
 CS2795
 CS2795
 CS2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2795
 CS2795.The geoid height was determined by GEOID03.
 CS2795
 CS2795;                    North         East     Units Scale Factor Converg.
 CS2795;SPC TXNC     - 2,119,714.173   763,327.078   MT  0.99988789   +0 57 01.8
 CS2795;SPC TXNC     - 6,954,428.92  2,504,348.92   sFT  0.99988789   +0 57 01.8
 CS2795;UTM  14      - 3,624,026.512   710,157.553   MT  1.00014463   +1 12 47.5
 CS2795
 CS2795                          SUPERSEDED SURVEY CONTROL
 CS2795
 CS2795  NAD 83(1986)-  32 44 02.50043(N)    096 45 26.06734(W) AD(       ) 4
 CS2795  NAD 27      -  32 44 02.02900(N)    096 45 25.07000(W) AD(       ) 3
 CS2795
 CS2795.Superseded values are not recommended for survey control.
 CS2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2795.See file dsdata.txt to determine how the superseded data were derived.
 CS2795
 CS2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1015824027(NAD 83)
 CS2795_MARKER: 53 = ELEVATED TANK
 CS2795
 CS2795  HISTORY     - Date     Condition        Report By
 CS2795  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2795  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CS2795
 CS2795                          STATION DESCRIPTION
 CS2795
 CS2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2795'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE CENTER
 CS2795'OF THE CITY OF DALLAS ON THE EAST SIDE OF THE TRINITY RIVER
 CS2795'ABOUT 150 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 75
 CS2795'AND 50 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE.  IT IS ON
 CS2795'THE GROUNDS OF THE GRACE MANUFACTURING COMPANY.
 CS2795'
 CS2795'THE TANK IS OF STEEL CONSTRUCTION, 100 FEET HIGH, PAINTED
 CS2795'SILVER, FOUR-LEGGED AND 30 FEET SQUARE AT THE BASE.
 CS2795'
 CS2795'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2795'
 CS2795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 75
 CS2795'AND 80 AND THE INTERSECTION OF COMMERCE AND LAMAR STREETS
 CS2795'IN DALLAS, GO SOUTH ON U.S. HIGHWAY 75 FOR 4.9 MILES TO THE
 CS2795'STATION ON THE LEFT.
 CS2795
 CS2795                          STATION RECOVERY (1985)
 CS2795
 CS2795'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0982 ***********************************************************************
 CT0982  DESIGNATION -  GRAFORD
 CT0982  PID         -  CT0982
 CT0982  STATE/COUNTY-  TX/PALO PINTO
 CT0982  USGS QUAD   -  GRAFORD EAST (1984)
 CT0982
 CT0982                         *CURRENT SURVEY CONTROL
 CT0982  ___________________________________________________________________
 CT0982* NAD 83(1993)-  32 55 55.32263(N)    098 14 37.91550(W)     ADJUSTED  
 CT0982* NAVD 88     -       319.5    (meters)    1048.     (feet)  VERTCON   
 CT0982  ___________________________________________________________________
 CT0982  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CT0982  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CT0982
 CT0982  HORZ ORDER  -  THIRD
 CT0982
 CT0982.The horizontal coordinates were established by classical geodetic methods
 CT0982.and adjusted by the National Geodetic Survey in February 1996..
 CT0982
 CT0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0982
 CT0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0982
 CT0982.The geoid height was determined by GEOID03.
 CT0982
 CT0982;                    North         East     Units Scale Factor Converg.
 CT0982;SPC TXNC     - 2,140,345.366   623,951.913   MT  0.99987479   +0 08 22.9
 CT0982;SPC TXNC     - 7,022,116.42  2,047,082.23   sFT  0.99987479   +0 08 22.9
 CT0982;UTM  14      - 3,644,005.866   570,689.895   MT  0.99966161   +0 24 39.9
 CT0982
 CT0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0982!SPC TXNC     -   0.99995441  x   0.99987479  =   0.99982921
 CT0982!UTM  14      -   0.99995441  x   0.99966161  =   0.99961604
 CT0982
 CT0982:                Primary Azimuth Mark                     Grid Az
 CT0982:SPC TXNC     -  DARK ET                                  308 10 45.2
 CT0982:UTM  14      -  DARK ET                                  307 54 28.2
 CT0982
 CT0982|---------------------------------------------------------------------|
 CT0982| PID    Reference Object                     Distance      Geod. Az  |
 CT0982|                                                           dddmmss.s |
 CT0982| CT0992 DARK ET                             APPROX. 9.4 KM 3081908.1 |
 CT0982|---------------------------------------------------------------------|
 CT0982
 CT0982                          SUPERSEDED SURVEY CONTROL
 CT0982
 CT0982  NAD 83(1993)-  32 55 55.32565(N)    098 14 37.90444(W) AD(       ) 3
 CT0982  NAD 83(1986)-  32 55 55.32750(N)    098 14 37.89915(W) AD(       ) 3
 CT0982  NAD 27      -  32 55 54.88975(N)    098 14 36.72723(W) AD(       ) 3
 CT0982  NGVD 29 (07/19/86)  319.4    (m)         1048.     (f) VERT ANG       
 CT0982
 CT0982.Superseded values are not recommended for survey control.
 CT0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0982.See file dsdata.txt to determine how the superseded data were derived.
 CT0982
 CT0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB7069044006(NAD 83)
 CT0982_MARKER: DD = SURVEY DISK
 CT0982_SETTING: 66 = SET IN ROCK OUTCROP
 CT0982_SP_SET: SET IN BEDROCK
 CT0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0982+STABILITY: POSITION/ELEVATION WELL
 CT0982
 CT0982  HISTORY     - Date     Condition        Report By
 CT0982  HISTORY     - 1957     MONUMENTED       USGS
 CT0982  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 CT0982
 CT0982                          STATION DESCRIPTION
 CT0982
 CT0982'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CT0982'STATION IS LOCATED ABOUT 11 MI. (AIRLINE) NE. OF MORRIS SHEPPARD DAM
 CT0982'AND ABOUT 0.5 MI. S. OF GRAFORD, PALO PINTO CO., TEXAS, ON THE
 CT0982'HIGHEST POINT OF A LOW, CRESCENT SHAPED RIDGE.
 CT0982'
 CT0982'TO REACH STATION FROM JUNCTION TEXAS HIGHWAY 254 AND FARM ROAD 206 IN
 CT0982'GRAFORD, GO S. 0.4 MI. TO DRIVEWAY E. TO SMALL WHITE HOUSE, GO THROUGH
 CT0982'WIRE GATE N. OF HOUSE AND CONTINUE E. 0.3 MI. TO TOP OF RIDGE AND
 CT0982'STATION.
 CT0982'
 CT0982'STATION MARK--A STANDARD USGS ALUMINUM TABLET CEMENTED IN LIMESTONE
 CT0982'OUTCROP PROJECTING 0.5 FT. ABOVE THE SURROUNDING GROUND.
 CT0982
 CT0982                          STATION RECOVERY (2005)
 CT0982
 CT0982'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0096 ***********************************************************************
 BL0096  DESIGNATION -  GRAHAM
 BL0096  PID         -  BL0096
 BL0096  STATE/COUNTY-  TX/JASPER
 BL0096  USGS QUAD   -  JASPER WEST (1984)
 BL0096
 BL0096                         *CURRENT SURVEY CONTROL
 BL0096  ___________________________________________________________________
 BL0096* NAD 83(1993)-  30 59 36.05962(N)    094 04 48.49601(W)     ADJUSTED  
 BL0096* NAVD 88     -       131.20   (+/-2cm)     430.4    (feet)  VERTCON   
 BL0096  ___________________________________________________________________
 BL0096  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 BL0096  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0096
 BL0096  HORZ ORDER  -  FIRST
 BL0096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0096
 BL0096.The horizontal coordinates were established by classical geodetic methods
 BL0096.and adjusted by the National Geodetic Survey in February 1996..
 BL0096
 BL0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0096.The vertical order pertains to the NGVD 29 superseded value.
 BL0096
 BL0096.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0096
 BL0096.The geoid height was determined by GEOID03.
 BL0096
 BL0096;                    North         East     Units Scale Factor Converg.
 BL0096;SPC TX C     - 3,163,849.524 1,296,863.193   MT  0.99988175   +3 13 14.8
 BL0096;SPC TX C     -10,380,062.98  4,254,791.99   sFT  0.99988175   +3 13 14.8
 BL0096;UTM  15      - 3,429,365.528   396,873.455   MT  0.99973118   -0 33 22.5
 BL0096
 BL0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0096!SPC TX C     -   0.99998380  x   0.99988175  =   0.99986555
 BL0096!UTM  15      -   0.99998380  x   0.99973118  =   0.99971499
 BL0096
 BL0096:                Primary Azimuth Mark                     Grid Az
 BL0096:SPC TX C     -  JASPER MUNICIPAL TANK                    129 37 12.1
 BL0096:UTM  15      -  JASPER MUNICIPAL TANK                    133 23 49.4
 BL0096
 BL0096|---------------------------------------------------------------------|
 BL0096| PID    Reference Object                     Distance      Geod. Az  |
 BL0096|                                                           dddmmss.s |
 BL0096| BL2032 JASPER MUNICIPAL TANK               APPROX.10.4 KM 1325026.9 |
 BL0096| CV7643 GRAHAM AZ MK                                       1834039.5 |
 BL0096|---------------------------------------------------------------------|
 BL0096
 BL0096                          SUPERSEDED SURVEY CONTROL
 BL0096
 BL0096  NAD 83(1986)-  30 59 36.07019(N)    094 04 48.48927(W) AD(       ) 1
 BL0096  NAD 27      -  30 59 35.35750(N)    094 04 47.79877(W) AD(       ) 1
 BL0096  NGVD 29 (??/??/92)  131.200  (m)          430.45   (f) ADJ UNCH    2 0
 BL0096
 BL0096.Superseded values are not recommended for survey control.
 BL0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0096.See file dsdata.txt to determine how the superseded data were derived.
 BL0096
 BL0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ9687329366(NAD 83)
 BL0096_MARKER: DS = TRIANGULATION STATION DISK
 BL0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0096_STAMPING: GRAHAM 1931
 BL0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0096+STABILITY: SURFACE MOTION
 BL0096
 BL0096  HISTORY     - Date     Condition        Report By
 BL0096  HISTORY     - 1931     MONUMENTED       CGS
 BL0096  HISTORY     - 1935     GOOD             CGS
 BL0096  HISTORY     - 1938     GOOD             CGS
 BL0096  HISTORY     - 1952     GOOD             CGS
 BL0096  HISTORY     - 1957     GOOD             CGS
 BL0096  HISTORY     - 1958     GOOD             CGS
 BL0096  HISTORY     - 1966     GOOD             CGS
 BL0096  HISTORY     - 1966     GOOD             NGS
 BL0096  HISTORY     - 19780301 GOOD             USGS
 BL0096
 BL0096                          STATION DESCRIPTION
 BL0096
 BL0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL0096'STATION IS ABOUT 7 MILES, AIR LINE, NW OF THE TOWN OF JASPER,
 BL0096'AMONG SCATTERED TREES ON HIGHEST POINT OF GROUND IN A PASTURE
 BL0096'BELONGING TO W.R. GRAHAM, ABOUT 200 METERS (656 FEET) SW OF
 BL0096'HIS HOUSE, ABOUT 140 METERS (459 FEET) S OF A BOARD FENCE AND
 BL0096'ROAD ALONG N SIDE OF PASTURE, AND ABOUT 50 METERS (164 FEET) E
 BL0096'OF WIRE FENCE AND ROAD ALONG W SIDE OF PASTURE.
 BL0096'
 BL0096'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL0096'DISKS SET IN CONCRETE.
 BL0096'
 BL0096'REFERENCE MARK NO. 1 IS IN FENCE LINE ON N SIDE OF PASTURE,
 BL0096'2 METERS (7 FEET) E OF BOARD GATE OPENING INTO PASTURE, 5
 BL0096'METERS (16 FEET) S OF TRAVELED ROAD, AND 140 METERS (459 FEET)
 BL0096'FROM STATION N 16 DEG 28 MIN E.
 BL0096'
 BL0096'REFERENCE MARK NO. 2 IS IN LINE OF WIRE FENCE ON W SIDE OF
 BL0096'PASTURE, AND 49.84 METERS (163.5 FEET) FROM STATION
 BL0096'S 88 DEG 12 MIN W.
 BL0096'
 BL0096'TO REACH FROM JASPER GO W ALONG HIGHWAY 63 FOR 3.3 MILES,
 BL0096'AND TURN N ON A GRADED ROAD OPPOSITE JOLLEYS STORE AND FILLING
 BL0096'STATION, AND FOLLOW MAIN ROAD FOR 4.3 MILES TO A STREAM BED.
 BL0096'0.3 MILE BEYOND STREAM BED KEEP RIGHT-HAND ROAD AT FORK AND
 BL0096'CONTINUE 1.8 MILES BEYOND FORK TO GRAHAMS HOUSE ON N SIDE OF
 BL0096'ROAD.
 BL0096
 BL0096                          STATION RECOVERY (1935)
 BL0096
 BL0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL0096'STATION RECOVERED AS DESCRIBED EXCEPT FOR MINOR CHANGES IN
 BL0096'THE REFERENCE MARK DISTANCES.  ALL MARKS FOUND IN GOOD CONDITION.
 BL0096'MINOR CHANGES FOLLOW--STATION IS ABOUT 410 FEET S OF A BOARD
 BL0096'FENCE AND ROAD ALONG N SIDE OF PASTURE.  165 FEET E OF WIRE
 BL0096'FENCE AND ROAD ALONG W SIDE OF PASTURE.  SURFACE MARK PROJECTS
 BL0096'7 INCHES.
 BL0096'
 BL0096'REFERENCE MARK NO. 1 IS 406.37 FEET N OF THE STATION IN FENCE
 BL0096'LINE.  7 FEET N OF BOARD GATE OPENING INTO PASTURE.  16 FEET S
 BL0096'OF ROAD.  MARK PROJECTS 5 INCHES.
 BL0096'
 BL0096'REFERENCE MARK NO. 2 IS 163.27 FEET W OF THE STATION IN N-S
 BL0096'FENCE LINE.  20 FEET E OF CENTER LINE OF ROAD.  THE MARK
 BL0096'PROJECTS 4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS
 BL0096'478.96 FEET.
 BL0096'
 BL0096'AN AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE.
 BL0096'IT IS 0.3 MILE S OF THE STATION IN
 BL0096'N EDGE OF PINE WOODS.  24 FEET W OF TRIPLET PINE TREE.  12 FEET
 BL0096'NNE OF TWIN PINE TREE.  12 FEET S OF CLEARING.  125 FEET E OF DIM
 BL0096'TRAIL.  THE MARK PROJECTS 6 INCHES.
 BL0096'
 BL0096'TO REACH THE STATION FROM JASPER, GO W ON STATE HIGHWAY 63, FOR
 BL0096'3 MILES TO GRADED DIRT ROAD GOING N.  TAKE DIRT ROAD N 3.2
 BL0096'MILES TO FORK, TAKE LEFT FORK ALONG TELEPHONE LINE 1.0 MILE TO
 BL0096'FORKS, TAKE RIGHT FORK 0.3 MILE TO FORKS AT STREAM CROSSING,
 BL0096'TAKE RIGHT FORK AND FOLLOW MAIN ROAD 1.8 MILES TO MR. GRAHAMS
 BL0096'HOUSE ON RIGHT SIDE OF ROAD.
 BL0096'
 BL0096'LIGHTS 136 FEET ABOVE STATION TOWN 1931 AND ZION COME INTO
 BL0096'VIEW 103 FEET ABOVE THIS STATION, LIGHTS 113 FEET ABOVE STATION
 BL0096'WOODVILLE 1931 COME INTO VIEW 90 FEET ABOVE THIS STATION, LIGHTS
 BL0096'126 FEET ABOVE STATION COW COME INTO VIEW 77 FEET ABOVE THIS
 BL0096'STATION, AND LIGHTS 100 FEET ABOVE STATION JASPER COME INTO
 BL0096'VIEW 116 FEET ABOVE THIS STATION.
 BL0096
 BL0096                          STATION RECOVERY (1938)
 BL0096
 BL0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (JCB)
 BL0096'STATION LOCATED AND FOUND TO BE IN GOOD CONDITION.
 BL0096
 BL0096                          STATION RECOVERY (1952)
 BL0096
 BL0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WAH)
 BL0096'STATION RECOVERED.  IT IS 8.5 MI. NW ALONG STATE HIGHWAY 63
 BL0096'FROM THE HIGH SCHOOL AT JASPER, THENCE 0.95 MI. E ALONG A
 BL0096'GRADED DIRT ROAD, THENCE 0.2 MI. NE ALONG FARM ROAD 254, THENCE
 BL0096'3.15 MI. NE ALONG A GRADED DIRT ROAD.  STATION IS ON TOP OF A
 BL0096'GRASSY KNOLL, 434 FT. S OF THE CENTERLINE OF A GRADED DIRT
 BL0096'ROAD, 204 FT. S OF A LONE PINE TREE, 66.8 FT. W OF AN 18-IN.
 BL0096'FORKED MAPLE TREE, AND 20 FT. E OF THE CENTERLINE OF A DIM
 BL0096'TRACK ROAD.
 BL0096'
 BL0096'STATION MARK IS A STANDARD STATION DISK, STAMPED GRAHAM 1931
 BL0096'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FT.
 BL0096'ABOVE THE GROUND.
 BL0096'
 BL0096'REFERENCE MARK 1 IS 406.3 FT. N OF THE STATION, 0.1 MI. W OF
 BL0096'A ROAD JUNCTION, 0.1 MI. NW OF A STOCK POND, 400 FT. SW OF
 BL0096'A FARMHOUSE, 203 FT. NE OF A LONE PINE TREE, 29 FT. S OF THE
 BL0096'CENTERLINE OF THE ROAD, 8.5 FT. SW OF A WITNESS POST, AND 4
 BL0096'FT. E OF A WOODEN GATE.  IT IS A STANDARD REFERENCE-MARK DISK,
 BL0096'STAMPED GRAHAM NO 1 1931 AND SET IN THE TOP OF A CONCRETE
 BL0096'POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND.
 BL0096'
 BL0096'REFERENCE MARK 2 IS 163.2 FT. W OF THE STATION, ON THE W SLOPE
 BL0096'OF A GRASSY CLEARING, 20 FT. E OF THE CENTERLINE OF A WOODS
 BL0096'ROAD, AND 0.8 FT. E OF A FENCE.  IT IS A STANDARD REFERENCE-MARK
 BL0096'DISK, STAMPED GRAHAM NO 2 1931 AND SET IN THE TOP OF A CONCRETE
 BL0096'POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND.
 BL0096
 BL0096                          STATION RECOVERY (1957)
 BL0096
 BL0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BC)
 BL0096'PRESENT DESCRIPTION IS GOOD.  STATION RECOVERED IN GOOD CONDITION.
 BL0096
 BL0096                          STATION RECOVERY (1958)
 BL0096
 BL0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JM)
 BL0096'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 BL0096'GOOD CONDITION AS DESCRIBED.  DID NOT RECOVER THE AZIMUTH MARK.
 BL0096'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 BL0096
 BL0096                          STATION RECOVERY (1966)
 BL0096
 BL0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL0096'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 BL0096'IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE RECOVERED WITHOUT
 BL0096'OCCUPYING THE TRUE STATION, WITH THE AID OF A STEEL TOWER, DUE TO
 BL0096'AN INADEQUATE DESCRIPTION.
 BL0096'
 BL0096'REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED IN LIEU OF THE TRUE
 BL0096'STATION DUE TO THE NECESSITY OF REMOVING A NUMBER OF TREES FOR WHICH
 BL0096'PERMISSION WAS DENIED.
 BL0096'
 BL0096'THE DISTANCE TO REFERENCE MARK 2 COMPARED FAVORABLY WITH THE 1935
 BL0096'OBSERVATIONS.  REFERENCE MARK 1 COULD NOT BE MEASURED DUE TO TIMBER
 BL0096'GROWTH.
 BL0096'
 BL0096'FOR A COMPLETE DESCRIPTION AND ROUTE TO REACH THE STATION, SEE
 BL0096'DESCRIPTION FOR GRAHAM RM 3 1931 1966.
 BL0096'
 BL0096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 BL0096'NORTHWEST OF JASPER.
 BL0096
 BL0096                          STATION RECOVERY (1966)
 BL0096
 BL0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL0096'7 MI NW FROM JASPER.
 BL0096'1.1 MILES WEST-SOUTHWEST ALONG U.S. HIGHWAY 190 FROM U.S. HIGHWAY 96,
 BL0096'THENCE ABOUT 6.3 MILES NORTHWEST ALONG STATE HIGHWAY 63, THENCE 3.1
 BL0096'MILES NORTHERLY ALONG FARM ROAD 254 TO END OF PAVEMENT, THENCE 0.8
 BL0096'MILE ALONG GRAVELED ROAD, 428 FEET SOUTH OF THE GRAVELED ROAD, 163
 BL0096'FEET EAST OF NORTH-SOUTH FENCE, 44 FEET NORTHEAST OF A 18-INCH PINE
 BL0096'TREE WITH TRIANGLE BLAZE, 19.5 FEET EAST OF THE CENTER OF A TRACK
 BL0096'ROAD, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND
 BL0096'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.
 BL0096
 BL0096                          STATION RECOVERY (1978)
 BL0096
 BL0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (KGA)
 BL0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0765 ***********************************************************************
 DO0765  DESIGNATION -  GRAHAM
 DO0765  PID         -  DO0765
 DO0765  STATE/COUNTY-  TX/YOUNG
 DO0765  USGS QUAD   -  GRAHAM (1981)
 DO0765
 DO0765                         *CURRENT SURVEY CONTROL
 DO0765  ___________________________________________________________________
 DO0765* NAD 83(1993)-  33 06 34.39032(N)    098 34 58.42348(W)     ADJUSTED  
 DO0765* NAVD 88     -       356.1    (meters)    1168.     (feet)  VERTCON   
 DO0765  ___________________________________________________________________
 DO0765  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DO0765  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DO0765
 DO0765  HORZ ORDER  -  FIRST
 DO0765
 DO0765.The horizontal coordinates were established by classical geodetic methods
 DO0765.and adjusted by the National Geodetic Survey in February 1996..
 DO0765
 DO0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0765
 DO0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0765
 DO0765.The geoid height was determined by GEOID03.
 DO0765
 DO0765;                    North         East     Units Scale Factor Converg.
 DO0765;SPC TXNC     - 2,160,004.414   592,263.728   MT  0.99987313   -0 02 42.8
 DO0765;SPC TXNC     - 7,086,614.48  1,943,118.58   sFT  0.99987313   -0 02 42.8
 DO0765;UTM  14      - 3,663,509.469   538,916.088   MT  0.99961867   +0 13 40.2
 DO0765
 DO0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0765!SPC TXNC     -   0.99994865  x   0.99987313  =   0.99982178
 DO0765!UTM  14      -   0.99994865  x   0.99961867  =   0.99956733
 DO0765
 DO0765|---------------------------------------------------------------------|
 DO0765| PID    Reference Object                     Distance      Geod. Az  |
 DO0765|                                                           dddmmss.s |
 DO0765| CX8183 GRAHAM RM 2                          18.243 METERS 01216     |
 DO0765| CX8182 GRAHAM RM 1                          18.524 METERS 11503     |
 DO0765| CX8184 GRAHAM RM 3                                        2691106.9 |
 DO0765|---------------------------------------------------------------------|
 DO0765
 DO0765                          SUPERSEDED SURVEY CONTROL
 DO0765
 DO0765  NAD 83(1993)-  33 06 34.39188(N)    098 34 58.42106(W) AD(       ) 1
 DO0765  NAD 83(1986)-  33 06 34.39233(N)    098 34 58.40828(W) AD(       ) 1
 DO0765  NAD 27      -  33 06 33.97726(N)    098 34 57.20371(W) AD(       ) 1
 DO0765  NGVD 29 (07/19/86)  356.0    (m)         1168.     (f) VERT ANG       
 DO0765
 DO0765.Superseded values are not recommended for survey control.
 DO0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0765.See file dsdata.txt to determine how the superseded data were derived.
 DO0765
 DO0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3891663509(NAD 83)
 DO0765_MARKER: DS = TRIANGULATION STATION DISK
 DO0765_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DO0765
 DO0765  HISTORY     - Date     Condition        Report By
 DO0765  HISTORY     - 1975     MONUMENTED       NGS
 DO0765  HISTORY     - 20010325 GOOD             USPSQD
 DO0765  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0765
 DO0765                          STATION DESCRIPTION
 DO0765
 DO0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0765'NO MEASUREMENT BETWEEN THE RMS DUE TO WATER TANK IN LINE.
 DO0765'
 DO0765'THE STATION IS LOCATED ON A SMALL RIDGE ON THE NORTH EDGE OF
 DO0765'GRAHAM AND ON THE WEST SIDE OF A LARGE WATER TANK, MR. DOYLE
 DO0765'J. DUKE, CITY MANAGER, GRAHAM, TEXAS, MR. DUKE OFFICE IS IN THE
 DO0765'COURT HOUSE.
 DO0765'
 DO0765'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 380 AND
 DO0765'FIFTH STREET, TWO BLOCKS WEST OF THE COURT HOUSE IN GRAHAM, GO
 DO0765'EAST ON FIFTH STREET FOR 0.4 MILE TO EAST STREET.  TURN LEFT
 DO0765'AND GO NORTH ON EAST STREET FOR 0.05 MILE TO A SIDE ROAD RIGHT
 DO0765'AND GATE.  TURN RIGHT AND GO EAST ON A BLADED ROAD, LEADING TO
 DO0765'THE WATER TANK, FOR 0.2 MILE TO THE TOP OF RIDGE AND STATION.
 DO0765'
 DO0765'TO REACH REFERENCE MARK 3 FROM THE JUNCTION OF U.S. HIGHWAY
 DO0765'380 AND FIFTH STREET, GO WEST ON FIFTH STREET FOR 0.3 MILE TO THE
 DO0765'MARK ON THE LEFT, JUST BEFORE REACHING RAILROAD TRACKS.
 DO0765'
 DO0765'STATION MARK, A STANDARD DISK STAMPED GRAHAM 1975, IS SET IN THE
 DO0765'TOP OF A 12-INCH IRREGULAR MASS OF CONCRETE THAT IS 4 INCHES
 DO0765'BELOW THE GROUND SURFACE.  IT IS 16 FEET SOUTH OF THE WATER TANK
 DO0765'AND 13 FEET EAST OF THE SOUTHEAST CORNER OF A BLOCK BUILDING.
 DO0765'
 DO0765'REFERENCE MARK 1, A STANDARD DISK STAMPED GRAHAM NO 1 1975,
 DO0765'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 DO0765'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET NORTHEAST OF
 DO0765'A TELEPHONE POLE AND 17 FEET SOUTH OF THE WATER TANK.
 DO0765'
 DO0765'REFERENCE MARK 2, A STANDARD DISK STAMPED GRAHAM NO 2 1975, IS
 DO0765'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 DO0765'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET NORTHEAST
 DO0765'OF A TELEPHONE POLE AND 7 FEET WEST OF THE WATER TANK.
 DO0765'
 DO0765'REFERENCE MARK 3, A STANDARD DISK STAMPED GRAHAM NO 3 1975, IS
 DO0765'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DO0765'FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET SOUTH OF THE
 DO0765'CENTER OF FIFTH STREET, 24 FEET WEST OF A TELEPHONE POLE AND 2
 DO0765'FEET NORTHWEST OF A FENCE CORNER.
 DO0765'
 DO0765'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 DO0765
 DO0765                          STATION RECOVERY (2001)
 DO0765
 DO0765'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 DO0765'RECOVERED IN GOOD CONDITION.
 DO0765
 DO0765                          STATION RECOVERY (2005)
 DO0765
 DO0765'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0891 ***********************************************************************
 GK0891  DESIGNATION -  GRAHAM
 GK0891  PID         -  GK0891
 GK0891  STATE/COUNTY-  TX/HANSFORD
 GK0891  USGS QUAD   -  FRISCO CREEK EAST (1974)
 GK0891
 GK0891                         *CURRENT SURVEY CONTROL
 GK0891  ___________________________________________________________________
 GK0891* NAD 83(1993)-  36 27 33.91418(N)    101 35 21.79621(W)     ADJUSTED  
 GK0891* NAVD 88     -      1011.1    (meters)    3317.     (feet)  VERTCON   
 GK0891  ___________________________________________________________________
 GK0891  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 GK0891  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 GK0891
 GK0891  HORZ ORDER  -  FIRST
 GK0891
 GK0891.The horizontal coordinates were established by classical geodetic methods
 GK0891.and adjusted by the National Geodetic Survey in February 1996..
 GK0891
 GK0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0891
 GK0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0891
 GK0891.The geoid height was determined by GEOID03.
 GK0891
 GK0891;                    North         East     Units Scale Factor Converg.
 GK0891;SPC TX N     - 1,272,861.613   191,986.860   MT  1.00007609   -0 03 06.5
 GK0891;SPC TX N     - 4,176,046.81    629,876.89   sFT  1.00007609   -0 03 06.5
 GK0891;SPC OK N     -   167,875.417   278,341.763   MT  0.99995835   -2 07 05.8
 GK0891;SPC OK N     -   550,771.26    913,192.93   sFT  0.99995835   -2 07 05.8
 GK0891;UTM  14      - 4,038,023.936   267,962.339   MT  1.00026341   -1 32 22.0
 GK0891
 GK0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0891!SPC TX N     -   0.99984549  x   1.00007609  =   0.99992157
 GK0891!SPC OK N     -   0.99984549  x   0.99995835  =   0.99980385
 GK0891!UTM  14      -   0.99984549  x   1.00026341  =   1.00010886
 GK0891
 GK0891:                Primary Azimuth Mark                     Grid Az
 GK0891:SPC TX N     -  PHILLIP PETROL RAD KKB 820 MST           070 08 47.1
 GK0891:SPC OK N     -  PHILLIP PETROL RAD KKB 820 MST           072 12 46.4
 GK0891:UTM  14      -  PHILLIP PETROL RAD KKB 820 MST           071 38 02.6
 GK0891
 GK0891|---------------------------------------------------------------------|
 GK0891| PID    Reference Object                     Distance      Geod. Az  |
 GK0891|                                                           dddmmss.s |
 GK0891| GK0887 PHILLIP PETROL RAD KKB 820 MST      APPROX.11.7 KM 0700540.6 |
 GK0891| CM8187 GRAHAM RM 1                          31.281 METERS 11738     |
 GK0891| CM8189 GRAHAM RM 3                          24.811 METERS 23736     |
 GK0891| CM8188 GRAHAM RM 2 AZIMUTH                                2695045.4 |
 GK0891| GK0923 TEXHOMA SHERMAN CO GRAIN ELEV       APPROX.18.7 KM 2830541.2 |
 GK0891| GK0925 TEXHOMA WHEAT GROWERS ELEV          APPROX.18.5 KM 2834802.2 |
 GK0891| GK0946 TEXHOMA CIMARRON UTIL CO TANK       APPROX.18.0 KM 2855016.9 |
 GK0891|---------------------------------------------------------------------|
 GK0891
 GK0891                          SUPERSEDED SURVEY CONTROL
 GK0891
 GK0891  NAD 83(1993)-  36 27 33.91404(N)    101 35 21.79650(W) AD(       ) 1
 GK0891  NAD 83(1986)-  36 27 33.92238(N)    101 35 21.78071(W) AD(       ) 1
 GK0891  NAD 27      -  36 27 33.82300(N)    101 35 20.19800(W) AD(       ) 1
 GK0891  NGVD 29 (07/19/86) 1010.6    (m)         3316.     (f) VERT ANG       
 GK0891
 GK0891.Superseded values are not recommended for survey control.
 GK0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0891.See file dsdata.txt to determine how the superseded data were derived.
 GK0891
 GK0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF6796238024(NAD 83)
 GK0891_MARKER: DS = TRIANGULATION STATION DISK
 GK0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0891
 GK0891  HISTORY     - Date     Condition        Report By
 GK0891  HISTORY     - 1931     MONUMENTED       CGS
 GK0891  HISTORY     - 1952     GOOD             CGS
 GK0891  HISTORY     - 1953     GOOD             CGS
 GK0891  HISTORY     - 1968     GOOD             USAF
 GK0891
 GK0891                          STATION DESCRIPTION
 GK0891
 GK0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0891'STATION IS ABOUT 12 MILES E BY S OF TEXHOMA, OKLAHOMA, 2 MILES
 GK0891'E OF THE SHERMAN-HANSFORD COUNTY LINE, 3 MILES S OF THE
 GK0891'TEXAS-OKLAHOMA LINE, ON THE S BLUFF OF THE FRISCO CREEK, ON
 GK0891'LAND OWNED AND OCCUPIED BY TOM GRAHAM.
 GK0891'
 GK0891'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK0891'DISKS SET IN CONCRETE POSTS.
 GK0891'
 GK0891'REFERENCE MARK NO. 1 IS IN AN E-W FENCE LINE, 31.32 METERS
 GK0891'(102.8 FEET) FROM STATION.
 GK0891'
 GK0891'REFERENCE MARK NO. 2 IS IN AN E-W FENCE LINE, 0.3 MILE
 GK0891'(SPEEDOMETER) FROM STATION.
 GK0891'
 GK0891'STATION IS REACHED FROM TEXHOMA AS FOLLOWS--TURN DUE E OFF U.S.
 GK0891'HIGHWAY 54 ONTO ROAD ALONG STATE LINE WHICH PASSES ALONG THE
 GK0891'N SIDE OF THE FOXWORTH-GALBRAITH LUMBER COMPANYS BUILDINGS,
 GK0891'CONTINUE DUE E 10.3 MILES TO RIGHT TURN, TAKE TURN AND CONTINUE
 GK0891'ACROSS FRISCO CREEK 3.5 MILES TO LEFT TURN, TO WHERE A DIM
 GK0891'UNIMPROVED ROAD LEADS STRAIGHT AHEAD.  THIS POINT IS 0.5 MILE
 GK0891'S OF THE CREEK CROSSING.  A MAIL BOX AND GATE WITH LARGE BLUNT
 GK0891'ARROW ON BOARD ON GATE POST ARE LOCATED ON THE RIGHT AT TURN.
 GK0891'FOLLOW DIM ROAD 1.0 MILE TO FENCE CORNER, TURN W ALONG S SIDE
 GK0891'OF FENCE AND GO 0.5 MILE TO FENCE CORNER AND NW CORNER OF
 GK0891'CULTIVATED FIELD, THEN S 0.5 MILE ALONG E EDGE OF HALF
 GK0891'SECTION OF SOD LAND, W 0.5 MILE ALONG S EDGE OF SOD LAND TO
 GK0891'FENCE, N ALONG E SIDE OF FENCE, 0.5 MILE TO CORNER, AND 0.2
 GK0891'MILE W OF CORNER TO STATION, 14 METERS (46 FEET) N OF E-W
 GK0891'FENCE.
 GK0891
 GK0891                          STATION RECOVERY (1952)
 GK0891
 GK0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0891'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 GK0891'IN GOOD CONDITION.  REFERENCE MARK NUMBER TWO WAS CHOSEN TO SERVE
 GK0891'AS THE AZIMUTH MARK AND REFERENCE MARK NUMBER THREE WAS
 GK0891'ESTABLISHED AS WILL BE DESCRIBED LATER.  A COMPLETE DESCRIPTION
 GK0891'FOLLOWS.
 GK0891'
 GK0891'THE STATION IS LOCATED ON A HIGH PROMINENT POINT THAT IS ON THE
 GK0891'SOUTH SIDE OF FRISCO CREEK.  IT IS ABOUT 12 MILES AIRLINE
 GK0891'EAST-SOUTHEAST OF TEXHOMA, ABOUT 16 MILES AIRLINE WEST-SOUTHWEST
 GK0891'OF HITCHLAND, AND ABOUT 3 MILES AIRLINE SOUTH OF THE
 GK0891'TEXAS-OKLAHOMA STATE LINE.
 GK0891'
 GK0891'THE STATION IS 46 FEET NORTH OF A WIRE FENCE AND A CULTIVATED
 GK0891'FIELD, AND ABOUT 250 YARDS WEST OF A FENCE CORNER.  IT IS A
 GK0891'STANDARD DISK SET IN THE TOP OF A 16-INCH SQUARE CONCRETE POST
 GK0891'THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED--GRAHAM 1931.
 GK0891'
 GK0891'REFERENCE MARK NUMBER ONE IS 1 FOOT NORTH OF A WIRE FENCE AND
 GK0891'ABOUT 1/2 FOOT LOWER THAN THE STATION.  IT IS A STANDARD DISK
 GK0891'SET IN THE TOP OF A 16-INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0891'6 INCHES.  THE DISK IS STAMPED--GRAHAM NO 1 1931.
 GK0891'
 GK0891'REFERENCE MARK NUMBER THREE IS 1 FOOT NORTH OF THE WIRE FENCE
 GK0891'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 GK0891'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 10-INCHES
 GK0891'IN DIAMETER AND PROJECTS 6 INCHES.  THE DISK IS STAMPED--GRAHAM
 GK0891'NO 3 1931 1952.
 GK0891'
 GK0891'REFERENCE MARK NUMBER TWO WILL SERVE AS THE AZIMUTH MARK FOR
 GK0891'THE STATION.  IT IS 1 FOOT NORTH OF THE WIRE FENCE AND CULTIVATED
 GK0891'FIELD, 4 FEET EAST-NORTHEAST OF A FENCE POST.  IT IS A STANDARD
 GK0891'DISK SET IN THE TOP OF A 16-INCH SQUARE CONCRETE POST THAT
 GK0891'PROJECTS 6 INCHES.  THE DISK IS STAMPED--GRAHAM NO 2 1931.
 GK0891'TO REACH THE MARK FROM THE STATION GO WEST ALONG THE NORTH SIDE
 GK0891'OF THE FENCE FOR 0.3 MILE TO THE MARK ON THE LEFT.
 GK0891'
 GK0891'TO REACH THE STATION FROM THE POST OFFICE IN TEXHOMA GO SOUTH
 GK0891'FOR 0.2 MILE TO STATE HIGHWAY 95.  TURN LEFT, EAST, AND GO 10.0
 GK0891'MILES TO WHERE ROAD TURNS RIGHT.  TURN RIGHT AND FOLLOW THE ROAD
 GK0891'ACROSS THE FRISCO CREEK CANYON FOR 3.4 MILES TO WHERE THE MAIN
 GK0891'ROAD TURNS LEFT.  KEEP STRAIGHT AHEAD, SOUTH, ON TRACK ROAD FOR
 GK0891'0.1 MILE TO A GATE ON THE RIGHT.  TURN RIGHT, WEST, AND PASS
 GK0891'THROUGH THE GATE AND GO 0.2 MILE TO A FORK.  TAKE THE RIGHT
 GK0891'FORK AND GO 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND TURN
 GK0891'RIGHT FOR 100 YARDS TO A GATE.  PASS THROUGH THE GATE AND GO,
 GK0891'SOUTHERLY, ON THE TRACK ROAD FOR 1.1 MILES TO A GAS WELL AND A
 GK0891'TRACK ROAD RIGHT.  TURN RIGHT, WEST, AND GO 0.4 MILE TO AN
 GK0891'IRON GATE.  GO THROUGH THE GATE AND TURN LEFT, ALONG THE WEST
 GK0891'SIDE OF THE FENCE, FOR 0.3 MILE TO AN EAST-WEST FENCE.
 GK0891'TURN RIGHT, WEST, AND FOLLOW THE FENCE FOR 0.2 MILE TO THE
 GK0891'STATION ON THE RIGHT.
 GK0891'
 GK0891'OBSERVED FROM AN 18 FOOT WOOD STAND.
 GK0891'
 GK0891'ALL OBJECTS VISIBLE FROM GROUND.
 GK0891
 GK0891                          STATION RECOVERY (1953)
 GK0891
 GK0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0891'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN
 GK0891'GOOD CONDITION.  STATION WAS ONLY VISITED BY A LIGHTKEEPER
 GK0891'AND NO MEASUREMENTS WERE TAKEN AT STATION.
 GK0891
 GK0891                          STATION RECOVERY (1968)
 GK0891
 GK0891'RECOVERY NOTE BY US AIR FORCE 1968 (PED)
 GK0891'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 GK0891'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GK0891'
 GK0891'THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1972 ***********************************************************************
 FL1972  DESIGNATION -  GRAHAM
 FL1972  PID         -  FL1972
 FL1972  STATE/COUNTY-  TX/WHEELER
 FL1972  USGS QUAD   -  POND CREEK (1976)
 FL1972
 FL1972                         *CURRENT SURVEY CONTROL
 FL1972  ___________________________________________________________________
 FL1972* NAD 83(1993)-  35 26 33.24293(N)    100 30 25.29155(W)     ADJUSTED  
 FL1972* NAVD 88     -       843.     (meters)    2766.     (feet)  SCALED    
 FL1972  ___________________________________________________________________
 FL1972  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 FL1972  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL1972
 FL1972  HORZ ORDER  -  THIRD
 FL1972
 FL1972.The horizontal coordinates were established by classical geodetic methods
 FL1972.and adjusted by the National Geodetic Survey in February 1996..
 FL1972
 FL1972.The orthometric height was scaled from a topographic map.
 FL1972
 FL1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1972
 FL1972.The geoid height was determined by GEOID03.
 FL1972
 FL1972;                    North         East     Units Scale Factor Converg.
 FL1972;SPC TX N     - 1,160,486.305   290,146.519   MT  0.99991097   +0 34 31.7
 FL1972;SPC TX N     - 3,807,362.15    951,922.37   sFT  0.99991097   +0 34 31.7
 FL1972;UTM  14      - 3,923,167.165   363,220.762   MT  0.99983055   -0 52 26.5
 FL1972
 FL1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1972!SPC TX N     -   0.99987179  x   0.99991097  =   0.99978277
 FL1972!UTM  14      -   0.99987179  x   0.99983055  =   0.99970236
 FL1972
 FL1972|---------------------------------------------------------------------|
 FL1972| PID    Reference Object                     Distance      Geod. Az  |
 FL1972|                                                           dddmmss.s |
 FL1972| CK9739 GRAHAM RM 1                           8.283 METERS 04554     |
 FL1972| CK9738 GRAHAM AZ MK                                       0493243.3 |
 FL1972| CK9740 GRAHAM RM 2                           7.558 METERS 14518     |
 FL1972|---------------------------------------------------------------------|
 FL1972
 FL1972                          SUPERSEDED SURVEY CONTROL
 FL1972
 FL1972  NAD 83(1993)-  35 26 33.24412(N)    100 30 25.29113(W) AD(       ) 3
 FL1972  NAD 83(1986)-  35 26 33.24758(N)    100 30 25.28097(W) AD(       ) 3
 FL1972  NAD 27      -  35 26 33.07500(N)    100 30 23.80500(W) AD(       ) 3
 FL1972
 FL1972.Superseded values are not recommended for survey control.
 FL1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1972.See file dsdata.txt to determine how the superseded data were derived.
 FL1972
 FL1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6322123167(NAD 83)
 FL1972_MARKER: DS = TRIANGULATION STATION DISK
 FL1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1972
 FL1972  HISTORY     - Date     Condition        Report By
 FL1972  HISTORY     - 1951     MONUMENTED       CGS
 FL1972
 FL1972                          STATION DESCRIPTION
 FL1972
 FL1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1972'THE STATION IS LOCATED ON THE HIGHEST POINT IN PASTURE LAND, 13
 FL1972'MILES WEST OF WHEELER, 6 MILES SOUTHWEST OF OLD MOBEETIE, 1.5
 FL1972'MILES SOUTH OF GRAHAM CREEK, 30 FEET NORTHWEST OF A DIRT
 FL1972'ROAD, AND 5 FEET WEST OF A WITNESS POST.  THE MARK IS A BRONZE
 FL1972'DISK STAMPED GRAHAM 1951 AND IS SET IN A CONCRETE POST THAT
 FL1972'PROJECTS 1 INCH.
 FL1972'
 FL1972'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED GRAHAM NO 1 1951
 FL1972'AND IS SET IN A CONCRETE POST THAT PROJECTS 2 INCHES.
 FL1972'
 FL1972'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED GRAHAM NO 2 1951
 FL1972'AND IS SET IN A CONCRETE POST THAT PROJECTS 2 INCHES.
 FL1972'
 FL1972'THE AZIMUTH MARK IS LOCATED 275 FEET NORTHEAST OF A WIRE GATE,
 FL1972'180 FEET NORTH OF A Y-ROAD, 15 FEET EAST OF A DIRT ROAD, AND 2
 FL1972'FEET NORTH OF A WITNESS POST.  THE MARK IS A BRONZE DISK STAMPED
 FL1972'GRAHAM 1951 AND IS SET IN A CONCRETE POST THAT IS FLUSH WITH THE
 FL1972'GROUND.
 FL1972'
 FL1972'TO REACH FROM THE POST OFFICE IN LAKETON, GO EASTERLY ON STATE
 FL1972'HIGHWAY 152 FOR 3.15 MILES, TURN RIGHT, SOUTH, FOR 2.05 MILES
 FL1972'TO A T-ROAD EAST, GO EAST FOR 3.1 MILES TO A CROSSROADS, TURN
 FL1972'RIGHT, SOUTH, FOR 1.0 MILE, TURN LEFT, EAST, FOR 2.1 MILES
 FL1972'TO A CROSSROADS, TURN RIGHT, SOUTH, FOR 1.0 MILE TO A Y-ROAD,
 FL1972'KEEP LEFT CROSSING A CATTLE GUARD, TAKE DIRT ROAD ALONG EAST
 FL1972'SIDE OF FENCE FOR 0.4 MILE TO A WIRE GATE, PASS THROUGH THE
 FL1972'GATE AND CONTINUE SOUTH FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 FL1972'LEFT, CONTINUE SOUTHWEST TO THE SOUTHWEST CORNER OF A PASTURE
 FL1972'AND WIRE GATE, PASS THROUGH THE GATE AND CONTINUE
 FL1972'SOUTHWEST ON THE MAIN ROAD FOR 0.1 MILE TO THE HIGHEST POINT
 FL1972'AND STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0766 ***********************************************************************
 DO0766  DESIGNATION -  GRAHAM CABLE TV MAST
 DO0766  PID         -  DO0766
 DO0766  STATE/COUNTY-  TX/YOUNG
 DO0766  USGS QUAD   -  GRAHAM (1981)
 DO0766
 DO0766                         *CURRENT SURVEY CONTROL
 DO0766  ___________________________________________________________________
 DO0766* NAD 83(1993)-  33 05 52.02662(N)    098 35 56.44613(W)     ADJUSTED  
 DO0766* NAVD 88     -                                                        
 DO0766  ___________________________________________________________________
 DO0766  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 DO0766  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DO0766
 DO0766  HORZ ORDER  -  THIRD
 DO0766
 DO0766.The horizontal coordinates were established by classical geodetic methods
 DO0766.and adjusted by the National Geodetic Survey in February 1996..
 DO0766
 DO0766
 DO0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0766
 DO0766.The geoid height was determined by GEOID03.
 DO0766
 DO0766;                    North         East     Units Scale Factor Converg.
 DO0766;SPC TXNC     - 2,158,700.771   590,758.330   MT  0.99987295   -0 03 14.4
 DO0766;SPC TXNC     - 7,082,337.45  1,938,179.62   sFT  0.99987295   -0 03 14.4
 DO0766;UTM  14      - 3,662,199.002   537,417.301   MT  0.99961726   +0 13 08.3
 DO0766
 DO0766                          SUPERSEDED SURVEY CONTROL
 DO0766
 DO0766  NAD 83(1993)-  33 05 52.02761(N)    098 35 56.44417(W) AD(       ) 4
 DO0766  NAD 83(1986)-  33 05 52.02769(N)    098 35 56.43170(W) AD(       ) 4
 DO0766  NAD 27      -  33 05 51.61172(N)    098 35 55.22579(W) AD(       ) 3
 DO0766
 DO0766.Superseded values are not recommended for survey control.
 DO0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0766.See file dsdata.txt to determine how the superseded data were derived.
 DO0766
 DO0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3741762199(NAD 83)
 DO0766_MARKER: 42 = RADIO/TV MAST
 DO0766
 DO0766  HISTORY     - Date     Condition        Report By
 DO0766  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0766  HISTORY     - 20010325 GOOD             USPSQD
 DO0766  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0766
 DO0766                          STATION DESCRIPTION
 DO0766
 DO0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0766'GRAHAM, CABLE TELEVISION COMPANY, MAST IS A TRIANGULAR STEEL
 DO0766'STRUCTURE, GUYED LIGHTED, PAINTED ALTERNATELY RED AND WHITE AND
 DO0766'HAS THE OVERALL HEIGHT OF 400 FEET.
 DO0766'
 DO0766'THE MAST IS LOCATED 1 MILE SOUTHWEST OF GRAHAM.
 DO0766'
 DO0766'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN GRAHAM, GO
 DO0766'WEST AND SOUTH FOR 1.6 MILE TO A CATTLE GUARD ON THE LEFT AND
 DO0766'LOCKED CABLE.  TURN LEFT AND GO EASTERLY ON WINDING ROAD FOR
 DO0766'1.05 MILE TO A FORK.  KEEP LEFT FORK AND GO NORTH-NORTHEAST
 DO0766'FOR 0.2 MILE TO THE MAST.
 DO0766'
 DO0766'STATION IS RED LIGHT ATOP THE MAST.
 DO0766
 DO0766                          STATION RECOVERY (2001)
 DO0766
 DO0766'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 DO0766'RECOVERED IN GOOD CONDITION.
 DO0766
 DO0766                          STATION RECOVERY (2005)
 DO0766
 DO0766'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1027 ***********************************************************************
 CT1027  DESIGNATION -  GRAHAM FAA MICROWAVE
 CT1027  PID         -  CT1027
 CT1027  STATE/COUNTY-  TX/STEPHENS
 CT1027  USGS QUAD   -  COVE CREEK (1981)
 CT1027
 CT1027                         *CURRENT SURVEY CONTROL
 CT1027  ___________________________________________________________________
 CT1027* NAD 83(1993)-  32 57 11.42958(N)    098 35 05.46916(W)     ADJUSTED  
 CT1027* NAVD 88     -                                                        
 CT1027  ___________________________________________________________________
 CT1027  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CT1027  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 CT1027
 CT1027  HORZ ORDER  -  THIRD
 CT1027
 CT1027.The horizontal coordinates were established by classical geodetic methods
 CT1027.and adjusted by the National Geodetic Survey in February 1996..
 CT1027
 CT1027
 CT1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1027
 CT1027.The geoid height was determined by GEOID03.
 CT1027
 CT1027;                    North         East     Units Scale Factor Converg.
 CT1027;SPC TXNC     - 2,142,663.666   592,067.071   MT  0.99987409   -0 02 46.6
 CT1027;SPC TXNC     - 7,029,722.38  1,942,473.38   sFT  0.99987409   -0 02 46.6
 CT1027;UTM  14      - 3,646,172.393   538,801.958   MT  0.99961856   +0 13 33.0
 CT1027
 CT1027                          SUPERSEDED SURVEY CONTROL
 CT1027
 CT1027  NAD 83(1993)-  32 57 11.43175(N)    098 35 05.46349(W) AD(       ) 4
 CT1027  NAD 83(1986)-  32 57 11.43120(N)    098 35 05.45261(W) AD(       ) 4
 CT1027  NAD 27      -  32 57 11.00246(N)    098 35 04.24759(W) AD(       ) 3
 CT1027
 CT1027.Superseded values are not recommended for survey control.
 CT1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1027.See file dsdata.txt to determine how the superseded data were derived.
 CT1027
 CT1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3880246172(NAD 83)
 CT1027_MARKER: 44 = MICROWAVE MAST
 CT1027
 CT1027  HISTORY     - Date     Condition        Report By
 CT1027  HISTORY     - 1975     FIRST OBSERVED   NGS
 CT1027  HISTORY     - 20050416 GOOD             USPSQD
 CT1027
 CT1027                          STATION DESCRIPTION
 CT1027
 CT1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 CT1027'GRAHAM, FEDERAL AVIATION ADMINISTRATION MICROWAVE MAST IS A
 CT1027'TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY
 CT1027'RED AND WHITE, WITH TWO REFLECTORS NEAR THE TOP AND AN OVERALL
 CT1027'HEIGHT OF 260 FEET.
 CT1027'
 CT1027'THE MICROWAVE IS LOCATED 11 MILES SOUTH OF GRAHAM, 0.2 MILE
 CT1027'SOUTH OF THE YOUNG AND STEPHENS COUNTY LINE ALONG THE WEST SIDE
 CT1027'OF ROAD NEAR THE HIGHEST PART OF HILL.
 CT1027'
 CT1027'STATION IS THE RED LIGHT ATOP THE MAST.
 CT1027
 CT1027                          STATION RECOVERY (2005)
 CT1027
 CT1027'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 CT1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0740 ***********************************************************************
 DO0740  DESIGNATION -  GRAHAM PL MICROWAVE
 DO0740  PID         -  DO0740
 DO0740  STATE/COUNTY-  TX/YOUNG
 DO0740  USGS QUAD   -  ROSS MOUNTAIN (1981)
 DO0740
 DO0740                         *CURRENT SURVEY CONTROL
 DO0740  ___________________________________________________________________
 DO0740* NAD 83(1993)-  33 06 07.99890(N)    098 27 31.56006(W)     ADJUSTED  
 DO0740* NAVD 88     -                                                        
 DO0740  ___________________________________________________________________
 DO0740  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 DO0740  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DO0740
 DO0740  HORZ ORDER  -  THIRD
 DO0740
 DO0740.The horizontal coordinates were established by classical geodetic methods
 DO0740.and adjusted by the National Geodetic Survey in February 1996..
 DO0740
 DO0740
 DO0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0740
 DO0740.The geoid height was determined by GEOID03.
 DO0740
 DO0740;                    North         East     Units Scale Factor Converg.
 DO0740;SPC TXNC     - 2,159,189.172   603,848.447   MT  0.99987301   +0 01 21.0
 DO0740;SPC TXNC     - 7,083,939.81  1,981,126.11   sFT  0.99987301   +0 01 21.0
 DO0740;UTM  14      - 3,662,749.639   550,501.683   MT  0.99963144   +0 17 44.1
 DO0740
 DO0740                          SUPERSEDED SURVEY CONTROL
 DO0740
 DO0740  NAD 83(1993)-  33 06 08.00155(N)    098 27 31.55990(W) AD(       ) 4
 DO0740  NAD 83(1986)-  33 06 08.00157(N)    098 27 31.54655(W) AD(       ) 4
 DO0740  NAD 27      -  33 06 07.58478(N)    098 27 30.35801(W) AD(       ) 3
 DO0740
 DO0740.Superseded values are not recommended for survey control.
 DO0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0740.See file dsdata.txt to determine how the superseded data were derived.
 DO0740
 DO0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5050262750(NAD 83)
 DO0740_MARKER: 44 = MICROWAVE MAST
 DO0740
 DO0740  HISTORY     - Date     Condition        Report By
 DO0740  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0740  HISTORY     - 20010325 GOOD             USPSQD
 DO0740
 DO0740                          STATION DESCRIPTION
 DO0740
 DO0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0740'GRAHAM, TEXAS ELECTRIC SERVICE COMPANY MICROWAVE MAST IS A
 DO0740'TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY
 DO0740'RED AND WHITE, WITH A LARGE SHAPED TRIANGLE NEAR THE TOP, THE
 DO0740'OVERALL HEIGHT OF 300 FEET.  THE MICROWAVE IS LOCATED ABOUT
 DO0740'7-1/2 MILES EAST OF GRAHAM, 19 MILES WEST-SOUTHWEST OF JACKSBORO,
 DO0740'AND THE TALLEST ONE OF TWO MASTS ON THE RIDGE.
 DO0740'
 DO0740'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 16 AND U.S. HIGHWAY
 DO0740'380 IN THE NORTH EDGE OF GRAHAM, GO EAST ON U.S. HIGHWAY 380
 DO0740'FOR 5.9 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH AND
 DO0740'EASTERLY FOR 3.55 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT
 DO0740'AND GO SOUTHEAST ON A TRACK ROAD FOR 0.2 MILE TO THE MAST.
 DO0740'
 DO0740'STATION IS THE RED LIGHT ATOP THE MAST.
 DO0740
 DO0740                          STATION RECOVERY (2001)
 DO0740
 DO0740'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 DO0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0764 ***********************************************************************
 DO0764  DESIGNATION -  GRAHAM PL TANK
 DO0764  PID         -  DO0764
 DO0764  STATE/COUNTY-  TX/YOUNG
 DO0764  USGS QUAD   -  LAKE EDDLEMAN (1981)
 DO0764
 DO0764                         *CURRENT SURVEY CONTROL
 DO0764  ___________________________________________________________________
 DO0764* NAD 83(1993)-  33 08 09.61668(N)    098 36 46.63360(W)     ADJUSTED  
 DO0764* NAVD 88     -                                                        
 DO0764  ___________________________________________________________________
 DO0764  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 DO0764  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DO0764
 DO0764  HORZ ORDER  -  THIRD
 DO0764
 DO0764.The horizontal coordinates were established by classical geodetic methods
 DO0764.and adjusted by the National Geodetic Survey in February 1996..
 DO0764
 DO0764
 DO0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0764
 DO0764.The geoid height was determined by GEOID03.
 DO0764
 DO0764;                    North         East     Units Scale Factor Converg.
 DO0764;SPC TXNC     - 2,162,940.333   589,461.665   MT  0.99987370   -0 03 41.8
 DO0764;SPC TXNC     - 7,096,246.74  1,933,925.48   sFT  0.99987370   -0 03 41.8
 DO0764;UTM  14      - 3,666,431.249   536,100.782   MT  0.99961607   +0 12 41.7
 DO0764
 DO0764                          SUPERSEDED SURVEY CONTROL
 DO0764
 DO0764  NAD 83(1993)-  33 08 09.61838(N)    098 36 46.63184(W) AD(       ) 4
 DO0764  NAD 83(1986)-  33 08 09.61877(N)    098 36 46.61936(W) AD(       ) 4
 DO0764  NAD 27      -  33 08 09.20702(N)    098 36 45.41200(W) AD(       ) 3
 DO0764
 DO0764.Superseded values are not recommended for survey control.
 DO0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0764.See file dsdata.txt to determine how the superseded data were derived.
 DO0764
 DO0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3610166431(NAD 83)
 DO0764_MARKER: 53 = ELEVATED TANK
 DO0764
 DO0764  HISTORY     - Date     Condition        Report By
 DO0764  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0764  HISTORY     - 20010325 GOOD             USPSQD
 DO0764  HISTORY     - 20050416 GOOD             USPSQD
 DO0764
 DO0764                          STATION DESCRIPTION
 DO0764
 DO0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0764'GRAHAM, TEXAS ELECTRIC SERVICE COMPANY, TANK IS A 4 LEGGED
 DO0764'STEEL STRUCTURE, WITH ELIPSOIDAL TOP AND BOTTOM TANK, PAINTED
 DO0764'BLUE, AN OVERALL HEIGHT OF 150 FEET.
 DO0764'
 DO0764'THE TANK IS LOCATED 1-1/2 MILE NORTHWEST OF GRAHAM.
 DO0764'
 DO0764'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 16 AND U.S. HIGHWAY
 DO0764'380 IN THE NORTH EDGE OF GRAHAM, GO NNW ON U.S. HIGHWAY 380 FOR
 DO0764'1.15 MILE TO A SIDE ROAD LEFT, SIGN (GRAHAM POWER PLANT).  TURN
 DO0764'LEFT AND GO SOUTHWEST FOR 1.35 MILE TO A LOCKED GATE WITH
 DO0764'GUARD.  PASS THROUGH GATE AND GO NORTH 0.1 MILE TO THE TANK.
 DO0764'
 DO0764'STATION IS THE TOP CENTER OF THE TANK.
 DO0764
 DO0764                          STATION RECOVERY (2001)
 DO0764
 DO0764'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 DO0764'RECOVERED IN GOOD CONDITION.
 DO0764
 DO0764                          STATION RECOVERY (2005)
 DO0764
 DO0764'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0095 ***********************************************************************
 BL0095  DESIGNATION -  GRAHAM RM 1
 BL0095  PID         -  BL0095
 BL0095  STATE/COUNTY-  TX/JASPER
 BL0095  USGS QUAD   -  JASPER WEST (1984)
 BL0095
 BL0095                         *CURRENT SURVEY CONTROL
 BL0095  ___________________________________________________________________
 BL0095* NAD 83(1986)-  30 59 40.     (N)    094 04 47.     (W)     SCALED    
 BL0095* NAVD 88     -       129.92   (+/-2cm)     426.2    (feet)  VERTCON   
 BL0095  ___________________________________________________________________
 BL0095  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0095
 BL0095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0095
 BL0095.The horizontal coordinates were scaled from a topographic map and have
 BL0095.an estimated accuracy of +/- 6 seconds.
 BL0095
 BL0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0095.The vertical order pertains to the NGVD 29 superseded value.
 BL0095
 BL0095.The geoid height was determined by GEOID03.
 BL0095
 BL0095;                    North         East    Units  Estimated Accuracy
 BL0095;SPC TX C     - 3,163,970.    1,296,900.      MT  (+/- 180 meters Scaled)
 BL0095
 BL0095                          SUPERSEDED SURVEY CONTROL
 BL0095
 BL0095  NGVD 29 (??/??/92)  129.915  (m)          426.23   (f) ADJ UNCH    2 0
 BL0095
 BL0095.Superseded values are not recommended for survey control.
 BL0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0095.See file dsdata.txt to determine how the superseded data were derived.
 BL0095
 BL0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ969294(NAD 83)
 BL0095_MARKER: DR = REFERENCE MARK DISK
 BL0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0095_STAMPING: GRAHAM NO 1 1931
 BL0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0095+STABILITY: SURFACE MOTION
 BL0095
 BL0095  HISTORY     - Date     Condition        Report By
 BL0095  HISTORY     - 1931     MONUMENTED       CGS
 BL0095  HISTORY     - 1966     GOOD             NGS
 BL0095  HISTORY     - 19780301 GOOD             USGS
 BL0095
 BL0095                          STATION DESCRIPTION
 BL0095
 BL0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BL0095'7 MI NW FROM JASPER.
 BL0095'1.1 MILES WEST-SOUTHWEST ALONG U.S. HIGHWAY 190 FROM U.S. HIGHWAY 96,
 BL0095'THENCE ABOUT 6.3 MILES NORTHWEST ALONG STATE HIGHWAY 63, THENCE 3.1
 BL0095'MILES NORTHERLY ALONG FARM ROAD 254 TO END OF PAVEMENT, THENCE 0.8
 BL0095'MILE ALONG GRAVELED ROAD, 9.5 FEET SOUTHEAST OF A FENCE, OF THE CENTER
 BL0095'OF THE GRAVELED ROAD, 9.5 FEET SOUTHEAST OF A FENCE, 5.8 FEET
 BL0095'SOUTHWEST OF A WOODEN GATE, 8 FEET WEST OF A 4 BY 4 INCH WOODEN
 BL0095'WITNESS POST, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND
 BL0095'PROJECTING 5 INCHES ABOVE THE GROUND SURFACE.
 BL0095
 BL0095                          STATION RECOVERY (1978)
 BL0095
 BL0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (KGA)
 BL0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0097 ***********************************************************************
 BL0097  DESIGNATION -  GRAHAM RM 2
 BL0097  PID         -  BL0097
 BL0097  STATE/COUNTY-  TX/JASPER
 BL0097  USGS QUAD   -  JASPER WEST (1984)
 BL0097
 BL0097                         *CURRENT SURVEY CONTROL
 BL0097  ___________________________________________________________________
 BL0097* NAD 83(1986)-  30 59 40.     (N)    094 04 57.     (W)     SCALED    
 BL0097* NAVD 88     -       128.61   (+/-2cm)     421.9    (feet)  VERTCON   
 BL0097  ___________________________________________________________________
 BL0097  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0097
 BL0097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0097
 BL0097.The horizontal coordinates were scaled from a topographic map and have
 BL0097.an estimated accuracy of +/- 6 seconds.
 BL0097
 BL0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0097.The vertical order pertains to the NGVD 29 superseded value.
 BL0097
 BL0097.The geoid height was determined by GEOID03.
 BL0097
 BL0097;                    North         East    Units  Estimated Accuracy
 BL0097;SPC TX C     - 3,163,960.    1,296,630.      MT  (+/- 180 meters Scaled)
 BL0097
 BL0097                          SUPERSEDED SURVEY CONTROL
 BL0097
 BL0097  NGVD 29 (??/??/92)  128.612  (m)          421.95   (f) ADJ UNCH    2 0
 BL0097
 BL0097.Superseded values are not recommended for survey control.
 BL0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0097.See file dsdata.txt to determine how the superseded data were derived.
 BL0097
 BL0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ966294(NAD 83)
 BL0097_MARKER: DB = BENCH MARK DISK
 BL0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0097_STAMPING: GRAHAM NO 2 1931
 BL0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0097+STABILITY: SURFACE MOTION
 BL0097
 BL0097  HISTORY     - Date     Condition        Report By
 BL0097  HISTORY     - 1931     MONUMENTED       CGS
 BL0097  HISTORY     - 1966     GOOD             NGS
 BL0097  HISTORY     - 19780301 GOOD             USGS
 BL0097
 BL0097                          STATION DESCRIPTION
 BL0097
 BL0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BL0097'7 MI NW FROM JASPER.
 BL0097'1.1 MILES WEST-SOUTHWEST ALONG U.S. HIGHWAY 190 FROM U.S. HIGHWAY 96,
 BL0097'THENCE ABOUT 6.3 MILES NORTHWEST ALONG STATE HIGHWAY 63, THENCE 3.1
 BL0097'MILES NORTHERLY ALONG FARM ROAD 254 TO END OF PAVEMENT, THENCE 0.8
 BL0097'MILE ALONG GRAVELED ROAD, THENCE 0.05 MILE EAST ALONG WOODS ROAD, 163
 BL0097'FEET WEST OF TRIANGULATION STATION GRAHAM 1931, 130 FEET WEST OF A
 BL0097'METAL WITNESS POST, 2 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT EAST
 BL0097'OF A FENCELINE, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BL0097'AND PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.
 BL0097
 BL0097                          STATION RECOVERY (1978)
 BL0097
 BL0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (KGA)
 BL0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0098 ***********************************************************************
 BL0098  DESIGNATION -  GRAHAM RM 3
 BL0098  PID         -  BL0098
 BL0098  STATE/COUNTY-  TX/JASPER
 BL0098  USGS QUAD   -  JASPER WEST (1984)
 BL0098
 BL0098                         *CURRENT SURVEY CONTROL
 BL0098  ___________________________________________________________________
 BL0098* NAD 83(1993)-  30 59 35.95506(N)    094 04 48.82799(W)     ADJUSTED  
 BL0098* NAVD 88     -       130.99   (+/-2cm)     429.8    (feet)  VERTCON   
 BL0098  ___________________________________________________________________
 BL0098  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 BL0098  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0098
 BL0098  HORZ ORDER  -  FIRST
 BL0098  VERT ORDER  -  THIRD ? (See Below)
 BL0098
 BL0098.The horizontal coordinates were established by classical geodetic methods
 BL0098.and adjusted by the National Geodetic Survey in February 1996..
 BL0098
 BL0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0098.The vertical order pertains to the NGVD 29 superseded value.
 BL0098
 BL0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0098
 BL0098.The geoid height was determined by GEOID03.
 BL0098
 BL0098;                    North         East     Units Scale Factor Converg.
 BL0098;SPC TX C     - 3,163,845.814 1,296,854.581   MT  0.99988175   +3 13 14.6
 BL0098;SPC TX C     -10,380,050.81  4,254,763.74   sFT  0.99988175   +3 13 14.6
 BL0098;UTM  15      - 3,429,362.394   396,864.619   MT  0.99973121   -0 33 22.7
 BL0098
 BL0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0098!SPC TX C     -   0.99998383  x   0.99988175  =   0.99986559
 BL0098!UTM  15      -   0.99998383  x   0.99973121  =   0.99971505
 BL0098
 BL0098|---------------------------------------------------------------------|
 BL0098| PID    Reference Object                     Distance      Geod. Az  |
 BL0098|                                                           dddmmss.s |
 BL0098| BL0095 GRAHAM RM 1                                        01949     |
 BL0098| BL0096 GRAHAM                                9.378 METERS 06955     |
 BL0098| BK3245 JASPER SW TIMBER CO RADIO MAST      APPROX. 8.6 KM 1144950.2 |
 BL0098| BK3246 JASPER CABLE TV MAST                APPROX. 9.4 KM 1235117.1 |
 BL0098| BL0099 GRAHAM RM A                          36.733 METERS 17729     |
 BL0098| BL2035 PACE HILL                           APPROX. 9.7 KM 2582952.8 |
 BL0098| BL2034 TENNESSEE GAS PLINE RADIO MAST      APPROX. 5.7 KM 2605320.2 |
 BL0098| BL0097 GRAHAM RM 2                          40.977 METERS 27217     |
 BL0098|---------------------------------------------------------------------|
 BL0098
 BL0098                          SUPERSEDED SURVEY CONTROL
 BL0098
 BL0098  NAD 83(1986)-  30 59 35.96564(N)    094 04 48.82117(W) AD(       ) 1
 BL0098  NAD 27      -  30 59 35.25300(N)    094 04 48.13053(W) AD(       ) 1
 BL0098  NGVD 29 (07/19/86)  130.99   (m)          429.8    (f) LEVELING    3  
 BL0098
 BL0098.Superseded values are not recommended for survey control.
 BL0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0098.See file dsdata.txt to determine how the superseded data were derived.
 BL0098
 BL0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ9686529362(NAD 83)
 BL0098_MARKER: DB = BENCH MARK DISK
 BL0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0098_STAMPING: GRAHAM NO 3 1931 1966
 BL0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0098+STABILITY: SURFACE MOTION
 BL0098
 BL0098  HISTORY     - Date     Condition        Report By
 BL0098  HISTORY     - 1966     MONUMENTED       CGS
 BL0098  HISTORY     - 1966     GOOD             CGS
 BL0098  HISTORY     - 1972     GOOD             NGS
 BL0098
 BL0098                          STATION DESCRIPTION
 BL0098
 BL0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL0098'THE STATION IS ABOUT 7 MILES NORTHWEST OF JAPSER, 5-1/2 MILES
 BL0098'WEST OF U.S. HIGHWAY 96, 3 MILES NORTHEAST OF STATE HIGHWAY 63,
 BL0098'AND ON PROPERTY OWNED BY MRS. B.G. GRAHAM.
 BL0098'
 BL0098'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND
 BL0098'FARM ROAD 1747 ABOUT 8 MILES WEST OF JASPER, GO NORTH ON FARM
 BL0098'ROAD 1747 FOR 4.2 MILES TO THE JUNCTION OF FARM ROAD 2799.  TURN
 BL0098'RIGHT AND GO EAST ON FARM ROAD 2799 AND 1747 FOR 0.3 MILE TO
 BL0098'G.W. CARVER SCHOOL ON THE LEFT.  CONTINUE EAST FOR 0.65 MILE
 BL0098'TO WHERE FARM ROAD 1747 TURNS LEFT.  CONTINUE EAST ON FARM ROAD
 BL0098'2799 FOR 0.7 MILE TO THE JUNCTION OF FARM ROAD 254.  TURN LEFT
 BL0098'AND GO NORTH ON FARM ROAD 254 FOR 1.85 MILES TO THE JUNCTION
 BL0098'OF STATE HIGHWAY 63.  CONTINUE NORTHERLY ON FARM ROAD 254 FOR
 BL0098'0.3 MILE TO THE PEACHTREE BAPTIST CHURCH ON THE RIGHT.
 BL0098'CONTINUE NORTHERLY ON FARM ROAD 254 FOR 2.8 MILES TO THE END OF
 BL0098'THE PAVED ROAD.  CONTINUE NORTHERLY ON GRAVELED ROAD FOR 0.75
 BL0098'MILE TO A TRACK ROAD ON THE RIGHT LEADING INTO THE WOODS
 BL0098'AND A WOODEN GATE ON THE LEFT.  (CONTINUE AHEAD ON THE
 BL0098'GRAVELED ROAD FOR 0.05 MILE TO A WOODEN GATE AND
 BL0098'REFERENCE MARK 1 ON THE RIGHT, AS DESCRIBED.) TURN RIGHT
 BL0098'ON TRACK ROAD LEADING INTO WOODS AND GO 0.05 MILE TO
 BL0098'REFERENCE MARK 2 ON THE LEFT, IN FENCELINE.  CONTINUE ON
 BL0098'TRACK ROAD FOR 0.1 MILE TO A GATE ON THE LEFT.  TURN LEFT
 BL0098'AND PASS THROUGH GATE AND FOLLOW TRACK ROAD EAST AND NORTH
 BL0098'FOR 0.2 MILE TO THE STATION.
 BL0098'
 BL0098'THE STATION IS STANDARD REFERENCE MARK DISK STAMPED GRAHAM NO
 BL0098'3 1931 1966, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST 12
 BL0098'INCHES IN DIAMETER AND PROJECTING 2 INCHES ABOVE THE GROUND
 BL0098'SURFACE.  IT IS 20 FEET NORTH OF A 18-INCH PINE TREE WITH
 BL0098'TRIANGLE BLAZE, 8 FEET WEST OF THE CENTER OF A TRACK ROAD,
 BL0098'AND 5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BL0098'
 BL0098'GRAHAM 1931 IS A STANDARD TRIANGULATION STATION DISK STAMPED
 BL0098'GRAHAM 1931, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BL0098'AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 44 FEET
 BL0098'NORTHEAST OF A 18-INCH PINE TREE WITH TRIANGLE BLAZE AND 19.5
 BL0098'FEET EAST OF THE CENTER OF THE TRACK ROAD.
 BL0098'
 BL0098'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 BL0098'GRAHAM NO 1 1931, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BL0098'MONUMENT AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BL0098'22 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 9.5
 BL0098'FEET SOUTHEAST OF A FENCE, 5.8 FEET SOUTHWEST OF A WOODEN GATE,
 BL0098'AND 8 FEET WEST OF A 4 X 4 INCH WOODEN WITNESS POST.  NO
 BL0098'MEASUREMENT WAS MADE TO THE STATION DUE TO TIMBER GROWTH.
 BL0098'
 BL0098'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 BL0098'GRAHAM NO 2 1931, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BL0098'MONUMENT AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 BL0098'130 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED, 2 FEET
 BL0098'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT
 BL0098'EAST OF A FENCELINE.
 BL0098'
 BL0098'NOTE--THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 BL0098
 BL0098                          STATION RECOVERY (1966)
 BL0098
 BL0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BL0098'7 MI NW FROM JASPER.
 BL0098'1.1 MILES WEST-SOUTHWEST ALONG U.S. HIGHWAY 190 FROM U.S. HIGHWAY 96,
 BL0098'THENCE ABOUT 6.3 MILES NORTHWEST ALONG STATE HIGHWAY 63, THENCE 3.1
 BL0098'MILES NORTHERLY ALONG FARM ROAD 254 TO END OF PAVEMENT, THENCE 0.8
 BL0098'MILE ALONG GRAVELED ROAD, 430 FEET SOUTH OF THE GRAVELED ROAD, 134
 BL0098'FEET EAST OF NORTH-SOUTH FENCE, 20 FEET NORTH OF A 18-INCH PINE TREE
 BL0098'WITH TRIANGLE BLAZE, 8 FEET WEST OF THE CENTER OF A TRACK ROAD, 5 FEET
 BL0098'SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED, SET IN THE TOP
 BL0098'OF A CYLINDRICAL CONCRETE POST 12 INCHES IN DIAMETER, AND PROJECTING 2
 BL0098'INCHES ABOVE THE GROUND SURFACE.
 BL0098
 BL0098                          STATION RECOVERY (1972)
 BL0098
 BL0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BL0098'NO MEASUREMENT BETWEEN RMS DUE TO GROWTH OF TIMBER AND UNDERBRUSH.
 BL0098'
 BL0098'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 BL0098'
 BL0098'THE STATIONS AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE
 BL0098'1966 DESCRIPTIONS.  THE LOCATION AND ROUTE TO THE STATIONS
 BL0098'WERE FOUND CORRECT.  A CHECK WAS MADE FOR DISTANCE AND DIRECTION
 BL0098'TO THE MARKS.  A GROUND SETUP WAS MADE DUE TO TREE LIMBS.
 BL0098'
 BL0098'REFERENCE MARK 1, COULD NOT BE CHECKED FOR DISTANCE OR DIRECTION
 BL0098'AT THIS TIME DUE TO THE GROWTH OF TIMBER.
 BL0098'
 BL0098'REFERENCE MARK 2, THE DISTANCE AND DIRECTION WERE FOUND CORRECT.
 BL0098'
 BL0098'THE TRAVERSE DISTANCE TO GRAHAM 1931 WAS FOUND IN ERROR BY .012
 BL0098'METER THE DIRECTION WAS ADEQUATE.
 BL0098'
 BL0098'THE TRAVERSE DISTANCE TO GRAHAM RM A 1966 WAS FOUND IN ERROR
 BL0098'BY .001 METER.  THE DIRECTION BETWEEN GRAHAM 1931 AND GRAHAM RM
 BL0098'A 1966 WAS FOUND IN ERROR OF 7 MINUTES.
 BL0098'
 BL0098'GRAHAM 1931 OR GRAHAM RM A 1966 COULD NOT BE OBSERVED AT THIS
 BL0098'TIME, DUE TO TREES AND UNDERBRUSH.  THE PROPERTY OWNER DENIED
 BL0098'PERMISSION TO CUT ANY TREES.
 BL0098'
 BL0098'NO SUITABLE PLACE WAS FOUND TO ESTABLISH ANY OTHER MARKS.
 BL0098'
 BL0098'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 FEET.
 BL0098'
 BL0098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BL0098'5 MILES NORTH OF CURTIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0099 ***********************************************************************
 BL0099  DESIGNATION -  GRAHAM RM A
 BL0099  PID         -  BL0099
 BL0099  STATE/COUNTY-  TX/JASPER
 BL0099  USGS QUAD   -  JASPER WEST (1984)
 BL0099
 BL0099                         *CURRENT SURVEY CONTROL
 BL0099  ___________________________________________________________________
 BL0099* NAD 83(1993)-  30 59 34.76346(N)    094 04 48.76739(W)     ADJUSTED  
 BL0099* NAVD 88     -       129.44   (+/-2cm)     424.7    (feet)  VERTCON   
 BL0099  ___________________________________________________________________
 BL0099  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 BL0099  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0099
 BL0099  HORZ ORDER  -  FIRST
 BL0099  VERT ORDER  -  THIRD ? (See Below)
 BL0099
 BL0099.The horizontal coordinates were established by classical geodetic methods
 BL0099.and adjusted by the National Geodetic Survey in February 1996..
 BL0099
 BL0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0099.The vertical order pertains to the NGVD 29 superseded value.
 BL0099
 BL0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0099
 BL0099.The geoid height was determined by GEOID03.
 BL0099
 BL0099;                    North         East     Units Scale Factor Converg.
 BL0099;SPC TX C     - 3,163,809.269 1,296,858.247   MT  0.99988175   +3 13 14.6
 BL0099;SPC TX C     -10,379,930.91  4,254,775.77   sFT  0.99988175   +3 13 14.6
 BL0099;UTM  15      - 3,429,325.693   396,865.870   MT  0.99973120   -0 33 22.6
 BL0099
 BL0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0099!SPC TX C     -   0.99998408  x   0.99988175  =   0.99986583
 BL0099!UTM  15      -   0.99998408  x   0.99973120  =   0.99971528
 BL0099
 BL0099:                Primary Azimuth Mark                     Grid Az
 BL0099:SPC TX C     -  JASPER SW TIMBER CO RADIO MAST           111 23 34.5
 BL0099:UTM  15      -  JASPER SW TIMBER CO RADIO MAST           115 10 11.7
 BL0099
 BL0099|---------------------------------------------------------------------|
 BL0099| PID    Reference Object                     Distance      Geod. Az  |
 BL0099|                                                           dddmmss.s |
 BL0099| BK3245 JASPER SW TIMBER CO RADIO MAST      APPROX. 8.6 KM 1143649.1 |
 BL0099| BL2035 PACE HILL                           APPROX. 9.7 KM 2584241.9 |
 BL0099| BL2034 TENNESSEE GAS PLINE RADIO MAST      APPROX. 5.7 KM 2611514.8 |
 BL0099| BL0098 GRAHAM RM 3                          36.733 METERS 35729     |
 BL0099|---------------------------------------------------------------------|
 BL0099
 BL0099                          SUPERSEDED SURVEY CONTROL
 BL0099
 BL0099  NAD 83(1986)-  30 59 34.77393(N)    094 04 48.76058(W) AD(       ) 1
 BL0099  NAD 27      -  30 59 34.06136(N)    094 04 48.07000(W) AD(       ) 1
 BL0099  NGVD 29 (07/19/86)  129.44   (m)          424.7    (f) LEVELING    3  
 BL0099
 BL0099.Superseded values are not recommended for survey control.
 BL0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0099.See file dsdata.txt to determine how the superseded data were derived.
 BL0099
 BL0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ9686629326(NAD 83)
 BL0099_MARKER: DB = BENCH MARK DISK
 BL0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0099_STAMPING: GRAHAM RM A 1966
 BL0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0099+STABILITY: SURFACE MOTION
 BL0099
 BL0099  HISTORY     - Date     Condition        Report By
 BL0099  HISTORY     - 1966     MONUMENTED       CGS
 BL0099  HISTORY     - 1966     GOOD             CGS
 BL0099
 BL0099                          STATION DESCRIPTION
 BL0099
 BL0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL0099'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF JAPSER, 5 MILES
 BL0099'NORTH OF CURTIS AND NEAR THE HIGHEST PART OF A WOODED COVERED
 BL0099'RIDGE.  THE PROPERTY IS OWNED BY MRS. W.R. GRAHAM.
 BL0099'
 BL0099'STATION MARK IS A STANDARD DISK, STAMPED GRAHAM RM A 1966.  THE
 BL0099'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 BL0099'PROJECTING 3 INCHES.  IT IS 37 FEET SOUTH OF A 36 INCH OAK TREE
 BL0099'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 10 FEET EAST OF A WOODS
 BL0099'ROAD AND 3.5 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 BL0099'ATTACHED.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 BL0099'CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 BL0099'
 BL0099'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GRAHAM
 BL0099'RM 3 1931 1966, THE DISTANCE BEING 36.7333 METERS AND OR
 BL0099'120.516 FEET NORTH.
 BL0099'
 BL0099'FOR ROUTING TO THE STATION, SEE DESCRIPTION FOR GRAHAM RM 3
 BL0099'1931 1966.
 BL0099
 BL0099                          STATION RECOVERY (1966)
 BL0099
 BL0099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 BL0099'7 MI NW FROM JASPER.
 BL0099'1.1 MILES WEST-SOUTHWEST ALONG U.S. HIGHWAY 190 FROM U.S. HIGHWAY 96,
 BL0099'THENCE ABOUT 6.3 MILES NORTHWEST ALONG STATE HIGHWAY 63, THENCE 3.1
 BL0099'MILES NORTHERLY ALONG FARM ROAD 254 TO END OF PAVEMENT, THENCE 0.8
 BL0099'MILE ALONG GRAVELED ROAD, 470 FEET SOUTH OF THE GRAVELED ROAD, 135
 BL0099'FEET EAST OF NORTH-SOUTH FENCE, 37 FEET SOUTH OF A 36 INCH OAK TREE
 BL0099'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE, 10 FEET EAST OF A WOODS ROAD
 BL0099'AND 3.5 FEET SOUTHWEST OF A METAL WITNESS SIGNPOST, SET IN THE TOP OF
 BL0099'A ROUND CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0767 ***********************************************************************
 DO0767  DESIGNATION -  GRAHAM SINCLAIR RAD MAST
 DO0767  PID         -  DO0767
 DO0767  STATE/COUNTY-  TX/YOUNG
 DO0767  USGS QUAD   -  GRAHAM (1981)
 DO0767
 DO0767                         *CURRENT SURVEY CONTROL
 DO0767  ___________________________________________________________________
 DO0767* NAD 83(1993)-  33 04 16.82001(N)    098 36 04.28788(W)     ADJUSTED  
 DO0767* NAVD 88     -                                                        
 DO0767  ___________________________________________________________________
 DO0767  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DO0767  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DO0767
 DO0767  HORZ ORDER  -  THIRD
 DO0767
 DO0767.The horizontal coordinates were established by classical geodetic methods
 DO0767.and adjusted by the National Geodetic Survey in February 1996..
 DO0767
 DO0767
 DO0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0767
 DO0767.The geoid height was determined by GEOID03.
 DO0767
 DO0767;                    North         East     Units Scale Factor Converg.
 DO0767;SPC TXNC     - 2,155,768.289   590,552.191   MT  0.99987268   -0 03 18.7
 DO0767;SPC TXNC     - 7,072,716.46  1,937,503.31   sFT  0.99987268   -0 03 18.7
 DO0767;UTM  14      - 3,659,266.321   537,225.180   MT  0.99961708   +0 13 03.5
 DO0767
 DO0767                          SUPERSEDED SURVEY CONTROL
 DO0767
 DO0767  NAD 83(1993)-  33 04 16.82057(N)    098 36 04.28564(W) AD(       ) 4
 DO0767  NAD 83(1986)-  33 04 16.82074(N)    098 36 04.27305(W) AD(       ) 4
 DO0767  NAD 27      -  33 04 16.40092(N)    098 36 03.06793(W) AD(       ) 3
 DO0767
 DO0767.Superseded values are not recommended for survey control.
 DO0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0767.See file dsdata.txt to determine how the superseded data were derived.
 DO0767
 DO0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3722559266(NAD 83)
 DO0767_MARKER: 42 = RADIO/TV MAST
 DO0767
 DO0767  HISTORY     - Date     Condition        Report By
 DO0767  HISTORY     - 1975     FIRST OBSERVED   NGS
 DO0767  HISTORY     - 20010325 GOOD             USPSQD
 DO0767  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0767
 DO0767                          STATION DESCRIPTION
 DO0767
 DO0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 DO0767'GRAHAM, SINCLAIR PIPE LINE COMPANY RADIO KKG 761, MAST IS A
 DO0767'TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY
 DO0767'RED AND WHITE, AND HAS THE OVERALL HEIGHT OF 360 FEET.
 DO0767'
 DO0767'THE MAST IS LOCATED 2-1/2 MILES SSW OF GRAHAM, NEAR THE TOP OF
 DO0767'A LONG LOW RIDGE.
 DO0767'
 DO0767'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN GRAHAM,
 DO0767'GO W AND S FOR 2.75 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 DO0767'GO FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY
 DO0767'FOR 0.65 MILE TO THE MAST.
 DO0767'
 DO0767'STATION IS THE RED LIGHT ATOP THE MAST.
 DO0767
 DO0767                          STATION RECOVERY (2001)
 DO0767
 DO0767'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 DO0767'RECOVERED IN GOOD CONDITION.
 DO0767
 DO0767                          STATION RECOVERY (2005)
 DO0767
 DO0767'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0949 ***********************************************************************
 DO0949  SACS        -  This is a Secondary Airport Control Station.
 DO0949  DESIGNATION -  GRAHPORT
 DO0949  PID         -  DO0949
 DO0949  STATE/COUNTY-  TX/YOUNG
 DO0949  USGS QUAD   -  GRAHAM (1981)
 DO0949
 DO0949                         *CURRENT SURVEY CONTROL
 DO0949  ___________________________________________________________________
 DO0949* NAD 83(1993)-  33 06 38.01138(N)    098 33 18.45202(W)     ADJUSTED  
 DO0949* NAVD 88     -       338.19   (meters)    1109.5    (feet)  GPS OBS   
 DO0949  ___________________________________________________________________
 DO0949  X           -    -795,580.092 (meters)                     COMP
 DO0949  Y           -  -5,288,539.147 (meters)                     COMP
 DO0949  Z           -   3,464,404.555 (meters)                     COMP
 DO0949  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 DO0949  ELLIP HEIGHT-         309.29  (meters)          (06/21/01) GPS OBS
 DO0949  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DO0949
 DO0949  HORZ ORDER  -  FIRST
 DO0949  ELLP ORDER  -  FOURTH    CLASS II
 DO0949
 DO0949.This mark is at Graham Muni (E15) Airport (E15)
 DO0949
 DO0949.The horizontal coordinates were established by GPS observations
 DO0949.and adjusted by the National Geodetic Survey in October 1996..
 DO0949
 DO0949.The orthometric height was determined by GPS observations and a
 DO0949.high-resolution geoid model.
 DO0949
 DO0949.GPS derived orthometric heights for airport stations designated as
 DO0949.PACS or SACS are published to 2 decimal places.  This maintains
 DO0949.centimeter relative accuracy between the PACS and SACS.  It does
 DO0949.not indicate centimeter accuracy relative to other marks which are
 DO0949.part of the NAVD 88 network.
 DO0949
 DO0949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0949
 DO0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0949
 DO0949.The ellipsoidal height was determined by GPS observations
 DO0949.and is referenced to NAD 83.
 DO0949
 DO0949.The geoid height was determined by GEOID03.
 DO0949
 DO0949;                    North         East     Units Scale Factor Converg.
 DO0949;SPC TXNC     - 2,160,114.253   594,855.427   MT  0.99987315   -0 01 48.2
 DO0949;SPC TXNC     - 7,086,974.85  1,951,621.51   sFT  0.99987315   -0 01 48.2
 DO0949;UTM  14      - 3,663,631.627   541,506.577   MT  0.99962124   +0 14 34.9
 DO0949
 DO0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0949!SPC TXNC     -   0.99995144  x   0.99987315  =   0.99982460
 DO0949!UTM  14      -   0.99995144  x   0.99962124  =   0.99957270
 DO0949
 DO0949:                Primary Azimuth Mark                     Grid Az
 DO0949:SPC TXNC     -  GRAHPORT AZ MK                           040 03 50.9
 DO0949:UTM  14      -  GRAHPORT AZ MK                           039 47 27.8
 DO0949
 DO0949|---------------------------------------------------------------------|
 DO0949| PID    Reference Object                     Distance      Geod. Az  |
 DO0949|                                                           dddmmss.s |
 DO0949| DO0950 GRAHPORT AZ MK                      APPROX. 0.6 KM 0400202.7 |
 DO0949|---------------------------------------------------------------------|
 DO0949
 DO0949                          SUPERSEDED SURVEY CONTROL
 DO0949
 DO0949  ELLIP H (10/15/96)  309.33   (m)                       GP(       ) 4 2
 DO0949  NAD 83(1993)-  33 06 38.01182(N)    098 33 18.45108(W) AD(       ) 3
 DO0949  ELLIP H (02/16/96)  309.54   (m)                       GP(       ) 5 1
 DO0949  NAD 83(1993)-  33 06 38.01472(N)    098 33 18.45098(W) AD(       ) 3
 DO0949  NAD 83(1986)-  33 06 38.01628(N)    098 33 18.43767(W) AD(       ) 3
 DO0949  NAD 27      -  33 06 37.60772(N)    098 33 17.23067(W) AD(       ) 3
 DO0949  NGVD 29 (12/08/88)  338.1    (m)         1109.     (f) GPS OBS        
 DO0949
 DO0949.Superseded values are not recommended for survey control.
 DO0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0949.See file dsdata.txt to determine how the superseded data were derived.
 DO0949
 DO0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB4150763632(NAD 83)
 DO0949_MARKER: I = METAL ROD
 DO0949_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO0949_SP_SET: OBJECT DRIVEN INTO GROUND
 DO0949_STAMPING: GRAHPORT 1988
 DO0949_MARK LOGO: NGS   
 DO0949_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0949+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1994
 DO0949
 DO0949  HISTORY     - Date     Condition        Report By
 DO0949  HISTORY     - 1988     MONUMENTED       NGS
 DO0949  HISTORY     - 19941231 GOOD             NGS
 DO0949  HISTORY     - 20010325 GOOD             USPSQD
 DO0949  HISTORY     - 20050416 GOOD             USPSQD
 DO0949
 DO0949                          STATION DESCRIPTION
 DO0949
 DO0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0949'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 DO0949'EAST OF GRAHAM, 0.4 KM (0.25 MI) SOUTH OF US HIGHWAY 380, AT THE
 DO0949'GRAHAM MUNICIPAL AIRPORT, IN THE NORTH ANGLE OF TWO RUNWAYS.
 DO0949'OWNERSHIP--CITY OF GRAHAM, BOX 690, GRAHAM TX 76046.  AIRPORT
 DO0949'MANAGER IS ROD BOESE, PHONE 817-549-6150.
 DO0949'
 DO0949'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 380, STATE
 DO0949'HIGHWAYS 16, 67 AND FARM ROAD 61 AT THE NORTHWEST CORNER OF
 DO0949'GRAHAM, GO EAST ON US HIGHWAY 380 FOR 3.1 KM (1.95 MI) TO THE
 DO0949'JUNCTION OF FARM ROAD 2179 ON THE RIGHT, ON OUTSIDE OF A CURVE.  TURN
 DO0949'SHARP RIGHT AND GO SOUTHWEST FOR 0.3 KM (0.2 MI) TO THE AIRPORT
 DO0949'ENTRANCE ON THE LEFT.  TURN LEFT, THEN LEFT, THEN RIGHT ON PAVED
 DO0949'LANE FOR 0.1 KM (0.05 MI) TO A TAXIWAY AND PARKING AREA.  TURN LEFT
 DO0949'AND GO NORTHEAST ON TAXIWAY FOR 0.2 KM (0.1 MI) TO A FORK.  BEAR
 DO0949'RIGHT AND GO EAST ON TAXIWAY FOR 0.2 KM (0.1 MI) TO RUNWAY 17-35.
 DO0949'TURN RIGHT AND GO SOUTH ON RUNWAY 17-35 FOR 0.2 KM (0.15 MI) TO
 DO0949'RUNWAY 3-21 AND THE STATION ON THE LEFT.
 DO0949'
 DO0949'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 DO0949'DRIVEN INTO THE GROUND 3.0 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 DO0949'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 DO0949'PIPE WITH A LOGO CAP STAMPED---GRAHPORT 1988---, THE ROD IS
 DO0949'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 19.5 METERS (64.0
 DO0949'FT) NORTHWEST OF CENTER OF RUNWAY 3-21, 16.2 METERS (53.0 FT) EAST
 DO0949'OF CENTER OF RUNWAY 17-35, 9.0 METERS (29.6 FT) NORTHEAST OF CURVED
 DO0949'PAVEMENT EDGE, 1.8 METERS (6.0 FT) WEST-NORTHWEST OF ARROW
 DO0949'INDICATOR BOX AND 0.9 METER (3.0 FT) NORTH-NORTHEAST OF A
 DO0949'FIBERGLASS WITNESS POST.
 DO0949'
 DO0949'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 DO0949'ROD DRIVEN INTO THE GROUND 1.8 METERS AND INSIDE A 1-INCH PVC PIPE
 DO0949'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 DO0949'PVC PIPE WITH A LOGO CAP STAMPED---GRAHPORT AZ MK 1988---, THE ROD
 DO0949'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 20.6 METERS
 DO0949'(67.5 FT) SOUTHWEST OF TAXIWAY CENTER, 15.9 METERS (52.3 FT)
 DO0949'NORTHWEST OF RUNWAY CENTER, 2.4 METERS (8.0 FT) SOUTHEAST OF ARROW
 DO0949'INDICATOR BOX AND 0.8 METER (2.5 FT) NORTHEAST OF A FIBERGLASS
 DO0949'WITNESS POST.
 DO0949'
 DO0949'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0949'
 DO0949'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0949'
 DO0949'DESCRIBED BY D.A. BOWLING.
 DO0949
 DO0949                          STATION RECOVERY (1994)
 DO0949
 DO0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DO0949'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) WEST SOUTHWEST OF
 DO0949'JACKSBORO, 12.0 MI (19.3 KM) SOUTHEAST OF NEWCASTLE, 2.0 MI (3.2 KM)
 DO0949'EAST OF GRAHAM AND AT THE GRAHAM MUNICIPAL AIRPORT IN THE GRASS NORTH
 DO0949'OF THE INTERSECTION OF THE TWO RUNWAYS.  OWNERSHIP--CITY OF GRAHAM, PO
 DO0949'BOX 1449, GRAHAM, TX 76450.  AIRPORT MANAGER IS BILL ELLIOT, PHONE
 DO0949'(817) 549-6150.  TO REACH THE STATION FROM THE JUCTION OF US HIGHWAY
 DO0949'380, STATE HIGHWAYS 16, 67 AND FARM ROAD 61 AT THE AT THE NORTHWEST
 DO0949'SIDE OF GRAHAM, GO EAST ON US HIGHWAY 380 FOR 2.05 MI (3.30 KM) TO A
 DO0949'PAVED ROAD RIGHT, ON OUTSIDE OF CURVE.  TURN RIGHT AND GO SOUTHWEST ON
 DO0949'FARM ROAD 2179 FOR 0.2 MI (0.3 KM) TO THE AIRPORT ENTRANCE ON THE
 DO0949'LEFT.  TURN LEFT, THEN LEFT AGAIN, THEN RIGHT ON THE PAVED LANE FOR
 DO0949'0.05 MI (0.08 KM) TO THE AIRCRAFT PARKING AREA AND TAXIWAY.  TURN LEFT
 DO0949'AND GO NORTHEAST ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO A FORK. BEAR
 DO0949'RIGHT AND GO EAST ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO A RUNWAY.
 DO0949'TURN RIGHT AND GO SOUTH ON RUNWAY 17/35 FOR 0.15 MI (0.24 KM) TO
 DO0949'INTERSECTION OF RUNWAY 03/21 JUST AHEAD AND THE STATION ON THE LEFT.
 DO0949'THE STATION IS 64.0 FT (19.5 M) NORTHWEST OF THE CENTER OF RUNWAY
 DO0949'03/21, 58.5 FT (17.8 M) WEST SOUTHWEST OF A RUNWAY LIGHT, 53.0 FT
 DO0949'(16.2 M) EAST OF THE CENTER OF RUNWAY 17/35, 31.0 FT (9.4 M) NORTHEAST
 DO0949'OF CURVED PAVEMENT EDGE AND 3.0 FT (0.9 M) WEST SOUTHWEST OF A WITNESS
 DO0949'POST.
 DO0949
 DO0949                          STATION RECOVERY (2001)
 DO0949
 DO0949'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 DO0949'RECOVERED IN GOOD CONDITION.
 DO0949
 DO0949                          STATION RECOVERY (2005)
 DO0949
 DO0949'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0950 ***********************************************************************
 DO0950  SACS        -  This is a Secondary Airport Control Station.
 DO0950  DESIGNATION -  GRAHPORT AZ MK
 DO0950  PID         -  DO0950
 DO0950  STATE/COUNTY-  TX/YOUNG
 DO0950  USGS QUAD   -  GRAHAM (1981)
 DO0950
 DO0950                         *CURRENT SURVEY CONTROL
 DO0950  ___________________________________________________________________
 DO0950* NAD 83(1993)-  33 06 52.19510(N)    098 33 04.29213(W)     ADJUSTED  
 DO0950* NAVD 88     -       338.67   (meters)    1111.1    (feet)  GPS OBS   
 DO0950  ___________________________________________________________________
 DO0950  X           -    -795,181.602 (meters)                     COMP
 DO0950  Y           -  -5,288,358.092 (meters)                     COMP
 DO0950  Z           -   3,464,770.841 (meters)                     COMP
 DO0950  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DO0950  ELLIP HEIGHT-         309.78  (meters)          (06/21/01) GPS OBS
 DO0950  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DO0950
 DO0950  HORZ ORDER  -  FIRST
 DO0950  ELLP ORDER  -  FOURTH    CLASS II
 DO0950
 DO0950.This mark is at Graham Muni (E15) Airport (E15)
 DO0950
 DO0950.The horizontal coordinates were established by GPS observations
 DO0950.and adjusted by the National Geodetic Survey in October 1996..
 DO0950
 DO0950.The orthometric height was determined by GPS observations and a
 DO0950.high-resolution geoid model.
 DO0950
 DO0950.GPS derived orthometric heights for airport stations designated as
 DO0950.PACS or SACS are published to 2 decimal places.  This maintains
 DO0950.centimeter relative accuracy between the PACS and SACS.  It does
 DO0950.not indicate centimeter accuracy relative to other marks which are
 DO0950.part of the NAVD 88 network.
 DO0950
 DO0950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0950
 DO0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0950
 DO0950.The ellipsoidal height was determined by GPS observations
 DO0950.and is referenced to NAD 83.
 DO0950
 DO0950.The geoid height was determined by GEOID03.
 DO0950
 DO0950;                    North         East     Units Scale Factor Converg.
 DO0950;SPC TXNC     - 2,160,550.975   595,222.714   MT  0.99987322   -0 01 40.5
 DO0950;SPC TXNC     - 7,088,407.66  1,952,826.52   sFT  0.99987322   -0 01 40.5
 DO0950;UTM  14      - 3,664,069.984   541,871.687   MT  0.99962162   +0 14 42.7
 DO0950
 DO0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0950!SPC TXNC     -   0.99995137  x   0.99987322  =   0.99982459
 DO0950!UTM  14      -   0.99995137  x   0.99962162  =   0.99957301
 DO0950
 DO0950:                Primary Azimuth Mark                     Grid Az
 DO0950:SPC TXNC     -  GRAHPORT                                 220 03 50.9
 DO0950:UTM  14      -  GRAHPORT                                 219 47 27.7
 DO0950
 DO0950|---------------------------------------------------------------------|
 DO0950| PID    Reference Object                     Distance      Geod. Az  |
 DO0950|                                                           dddmmss.s |
 DO0950| DO0949 GRAHPORT                            APPROX. 0.6 KM 2200210.4 |
 DO0950| AB2790 E15 A                               402.684 METERS 2755435.9 |
 DO0950|---------------------------------------------------------------------|
 DO0950
 DO0950                          SUPERSEDED SURVEY CONTROL
 DO0950
 DO0950  ELLIP H (10/15/96)  309.82   (m)                       GP(       ) 4 2
 DO0950  NAD 83(1993)-  33 06 52.19601(N)    098 33 04.29143(W) AD(       ) 3
 DO0950  ELLIP H (02/16/96)  310.06   (m)                       GP(       ) 5 1
 DO0950  NAD 83(1993)-  33 06 52.19893(N)    098 33 04.29133(W) AD(       ) 3
 DO0950  NAD 83(1986)-  33 06 52.20047(N)    098 33 04.27802(W) AD(       ) 3
 DO0950  NAD 27      -  33 06 51.79220(N)    098 33 03.07137(W) AD(       ) 3
 DO0950  NGVD 29 (12/08/88)  338.6    (m)         1111.     (f) GPS OBS        
 DO0950
 DO0950.Superseded values are not recommended for survey control.
 DO0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0950.See file dsdata.txt to determine how the superseded data were derived.
 DO0950
 DO0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB4187264070(NAD 83)
 DO0950_MARKER: I = METAL ROD
 DO0950_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO0950_SP_SET: OBJECT DRIVEN INTO GROUND
 DO0950_STAMPING: GRAHPORT AZ MK 1988
 DO0950_MARK LOGO: NGS   
 DO0950_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0950+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1994
 DO0950
 DO0950  HISTORY     - Date     Condition        Report By
 DO0950  HISTORY     - 1988     MONUMENTED       NGS
 DO0950  HISTORY     - 19941231 GOOD             NGS
 DO0950  HISTORY     - 20010325 GOOD             USPSQD
 DO0950  HISTORY     - 20050416 GOOD             USPSQD
 DO0950
 DO0950                          STATION DESCRIPTION
 DO0950
 DO0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0950'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 DO0950'EAST OF GRAHAM, 0.4 KM (0.25 MI) SOUTH OF US HIGHWAY 380 AND AT THE
 DO0950'GRAHAM MUNICIPAL AIRPORT.
 DO0950'OWNERSHIP--CITY OF GRAHAM, BOX 690, GRAHAM TX 76046.  AIRPORT
 DO0950'MANAGER IS ROD BOESE, PHONE 817-549-6150.
 DO0950'
 DO0950'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 380, STATE
 DO0950'HIGHWAYS 16, 67 AND FARM ROAD 61 AT THE NORTHWEST CORNER OF GRAHAM,
 DO0950'GO EAST ON US HIGHWAY 380 FOR 3.1 KM (1.95 MI) TO THE JUNCTION OF
 DO0950'FARM ROAD 2179 ON THE RIGHT, ON OUTSIDE OF A CURVE.  TURN SHARP
 DO0950'RIGHT AND GO SOUTHWEST FOR 0.3 KM (0.2 MI) TO THE AIRPORT ENTRANCE
 DO0950'ON THE LEFT.  TURN LEFT, THEN LEFT, THEN RIGHT ON PAVED LANE FOR
 DO0950'0.1 KM (0.05 MI) TO THE TAXIWAY AND PARKING AREA.  TURN LEFT AND GO
 DO0950'NORTHEAST ON TAXIWAY FOR 0.2 KM (0.1 MI) TO RUNWAY 17-35.  CONTINUE
 DO0950'EAST, THEN NORTHEAST ON TAXIWAY FOR 0.4 KM (0.25 MI) TO THE END OF
 DO0950'RUNWAY 3-21 AND THE MARK IN GRASS MEDIAN.
 DO0950'
 DO0950'THE STATION MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 DO0950'ROD DRIVEN INTO THE GROUND 1.8 METERS AND INSIDE A 1-INCH PVC PIPE
 DO0950'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 DO0950'PVC PIPE WITH A LOGO CAP STAMPED---GRAHPORT AZ MK 1988---, THE ROD
 DO0950'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 20.6 METERS
 DO0950'(67.5 FT) SOUTHWEST OF TAXIWAY CENTER, 15.9 METERS (52.3 FT)
 DO0950'NORTHWEST OF RUNWAY CENTER, 2.4 METERS (8.0 FT) SOUTHEAST OF ARROW
 DO0950'INDICATOR BOX AND 0.8 METER (2.5 FT) NORTHEAST OF A FIBERGLASS
 DO0950'WITNESS POST.
 DO0950'
 DO0950'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0950'
 DO0950'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0950'
 DO0950'DESCRIBED BY D.A. BOWLING.
 DO0950
 DO0950                          STATION RECOVERY (1994)
 DO0950
 DO0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DO0950'THE STATION IS LOCATED ABOUT 22.0 MI (35.4 KM) WEST SOUTHWEST OF
 DO0950'JACKSBORO, 12.0 MI (19.3 KM) SOUTHEAST OF NEWCASTLE, 2.0 MI (3.2 KM)
 DO0950'EAST OF GRAHAM AND AT THE GRAHAM MUNICIPAL AIRPORT.  OWNERSHIP--CITY
 DO0950'OF GRAHAM, PO BOX 1449, GRAHAM, TX 76450.  AIRPORT MANAGER IS BILL
 DO0950'ELLIOT, PHONE (817) 549-6150.  TO REACH THE STATION FROM THE JUCTION
 DO0950'OF US HIGHWAY 380, STATE HIGHWAYS 16, 67 AND FARM ROAD 61 AT THE AT
 DO0950'THE NORTHWEST SIDE OF GRAHAM, GO EAST ON US HIGHWAY 380 FOR 2.05 MI
 DO0950'(3.30 KM) TO A PAVED ROAD RIGHT, ON OUTSIDE OF CURVE.  TURN RIGHT AND
 DO0950'GO SOUTHWEST ON FARM ROAD 2179 FOR 0.2 MI (0.3 KM) TO THE AIRPORT
 DO0950'ENTRANCE ON THE LEFT.  TURN LEFT, THEN LEFT AGAIN, THEN RIGHT ON THE
 DO0950'PAVED LANE FOR 0.05 MI (0.08 KM) TO THE AIRCRAFT PARKING AREA AND
 DO0950'TAXIWAY.  TURN LEFT AND GO NORTHEAST ON THE TAXIWAY FOR 0.1 MI (0.2
 DO0950'KM) TO THE INTERSECTION OF RUNWAY 17/35.  CONTINUE AHEAD CROSSING THE
 DO0950'RUNWAY AND GO EAST, THEN NORTHEAST ON THE TAXIWAY FOR 0.25 MI (0.40
 DO0950'KM) TO THE STATION ON THE RIGHT IN THE GRASS MEDIAN NEAR THE APPROACH
 DO0950'END OF RUNWAY 21.  THE STATION IS 149.0 FT (45.4 M) SE OF THE
 DO0950'CENTERLINE OF THE TAXIWAY, 67.5 FT (20.6 M) SOUTHWEST OF CENTER OF
 DO0950'TAXIWAY AT RUNWAY JUCTION, 52.3 FT (15.9 M) NORTHWEST OF RUNWAY
 DO0950'CENTERLINE AND 8.0 FT (2.4 M) SOUTHEAST OF A ARROW INDICATOR BOX.
 DO0950
 DO0950                          STATION RECOVERY (2001)
 DO0950
 DO0950'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 DO0950'RECOVERED IN GOOD CONDITION.
 DO0950
 DO0950                          STATION RECOVERY (2005)
 DO0950
 DO0950'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6025 ***********************************************************************
 AW6025  DESIGNATION -  GRAIN
 AW6025  PID         -  AW6025
 AW6025  STATE/COUNTY-  TX/GALVESTON
 AW6025  USGS QUAD   -  TEXAS CITY (1994)
 AW6025
 AW6025                         *CURRENT SURVEY CONTROL
 AW6025  ___________________________________________________________________
 AW6025* NAD 83(1993)-  29 22 32.34361(N)    094 53 39.74630(W)     ADJUSTED  
 AW6025* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6025  ___________________________________________________________________
 AW6025  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW6025  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW6025
 AW6025  HORZ ORDER  -  SECOND
 AW6025
 AW6025.The horizontal coordinates were established by classical geodetic methods
 AW6025.and adjusted by the National Geodetic Survey in February 1996..
 AW6025
 AW6025.The orthometric height was scaled from a topographic map.
 AW6025
 AW6025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6025
 AW6025.The geoid height was determined by GEOID03.
 AW6025
 AW6025;                    North         East     Units Scale Factor Converg.
 AW6025;SPC TXSC     - 4,177,924.227   998,456.456   MT  0.99986350   +2 00 41.0
 AW6025;SPC TXSC     -13,707,073.07  3,275,769.22   sFT  0.99986350   +2 00 41.0
 AW6025;UTM  15      - 3,251,096.997   316,141.679   MT  1.00001713   -0 55 46.3
 AW6025
 AW6025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6025!SPC TXSC     -   1.00000421  x   0.99986350  =   0.99986770
 AW6025!UTM  15      -   1.00000421  x   1.00001713  =   1.00002134
 AW6025
 AW6025:                Primary Azimuth Mark                     Grid Az
 AW6025:SPC TXSC     -  HOUSTON SHIP CHAN LT 11 1932             010 28 33.0
 AW6025:UTM  15      -  HOUSTON SHIP CHAN LT 11 1932             013 25 00.3
 AW6025
 AW6025|---------------------------------------------------------------------|
 AW6025| PID    Reference Object                     Distance      Geod. Az  |
 AW6025|                                                           dddmmss.s |
 AW6025| AW5853 HOUSTON SHIP CHAN LT 11 1932        APPROX.13.1 KM 0122914.0 |
 AW6025| AW5850 HOUSTON SHIP CHAN LT 12 1932        APPROX.13.2 KM 0130756.9 |
 AW6025| AW5846 HOUSTON SHIP CHAN LT 9 1932         APPROX.11.2 KM 0200633.5 |
 AW6025| AW5845 HOUSTON SHIP CHAN LT 10 1932        APPROX.11.3 KM 0204705.4 |
 AW6025| AW5842 HOUSTON SHIP CHAN LT 7              APPROX. 9.6 KM 0300434.0 |
 AW6025| AW5836 HOUSTON SHIP CHAN LT 5 1932         APPROX. 8.3 KM 0442433.5 |
 AW6025| AW5832 HOUSTON SHIP CHAN LT 6              APPROX. 8.5 KM 0445147.8 |
 AW6025| AW5829 HOUSTON SHIP CHAN LT 3 1932         APPROX. 7.8 KM 0602420.4 |
 AW6025| AW5864 HOUSTON SHIP CHAN LT 4              APPROX. 8.0 KM 0602606.0 |
 AW6025| AW5824 HOUSTON SHIP CHAN LT 2 1932         APPROX. 8.1 KM 0792650.5 |
 AW6025| AW5827 HOUSTON SHIP CHAN LT 1 1932         APPROX. 7.9 KM 0794235.9 |
 AW6025| CV9822 GRAIN RM 1                            8.630 METERS 25618     |
 AW6025| CV9823 GRAIN RM 2                            8.920 METERS 27048     |
 AW6025| AW6015 TEXAS CITY MUNICIPAL TANK           APPROX. 2.4 KM 3263524.3 |
 AW6025|---------------------------------------------------------------------|
 AW6025
 AW6025                          SUPERSEDED SURVEY CONTROL
 AW6025
 AW6025  NAD 83(1986)-  29 22 32.35869(N)    094 53 39.72748(W) AD(       ) 2
 AW6025  NAD 27      -  29 22 31.51585(N)    094 53 39.01093(W) AD(       ) 2
 AW6025
 AW6025.Superseded values are not recommended for survey control.
 AW6025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6025.See file dsdata.txt to determine how the superseded data were derived.
 AW6025
 AW6025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1614251097(NAD 83)
 AW6025_MARKER: DS = TRIANGULATION STATION DISK
 AW6025_SETTING: 0 = UNSPECIFIED SETTING
 AW6025
 AW6025  HISTORY     - Date     Condition        Report By
 AW6025  HISTORY     - 1933     MONUMENTED       CGS
 AW6025  HISTORY     - 1947     MARK NOT FOUND   CGS
 AW6025  HISTORY     - 1961     MARK NOT FOUND   CGS
 AW6025  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW6025  HISTORY     - 19960713 MARK NOT FOUND   USPSQD
 AW6025
 AW6025                          STATION DESCRIPTION
 AW6025
 AW6025'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6025'STATION IS LOCATED ON THE ROOF OF THE TEXAS CITY TERMINAL
 AW6025'R.R. GRAIN ELEVATOR, 8.59 METERS (28.20 FEET) E OF THE ELEVATOR
 AW6025'SHAFT, 3.17 METERS (10.42 FEET) N OF THE S SIDE OF ROOF,
 AW6025'AND 3.457 METERS (11.34 FEET) S OF THE N SIDE OF ROOF.  IN
 AW6025'TEXAS CITY.
 AW6025'
 AW6025'STATION MARK IS A BRONZE STATION DISK SET IN A PAN OF CONCRETE
 AW6025'WHICH IS SECURED TO ROOF BY MEANS OF THREE 2-INCH LAG SCREWS.
 AW6025'
 AW6025'REFERENCE MARKS ARE CHISELED CROSSES IN THE HEADS OF BOLTS
 AW6025'PROTRUDING FROM THE WALL.
 AW6025'
 AW6025'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 AW6025
 AW6025                          STATION RECOVERY (1947)
 AW6025
 AW6025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6025'STATION WAS DESTROYED DURING THE RECENT TEXAS CITY EXPLOSION.
 AW6025
 AW6025                          STATION RECOVERY (1961)
 AW6025
 AW6025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6025'DESTROYED.  THE STATION WAS DESTROYED DURING THE 1947 EXPLOSION
 AW6025'IN TEXAS CITY.
 AW6025
 AW6025                          STATION RECOVERY (1994)
 AW6025
 AW6025'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6025'MARK NOT FOUND.
 AW6025
 AW6025                          STATION RECOVERY (1996)
 AW6025
 AW6025'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6517 ***********************************************************************
 AW6517  DESIGNATION -  GRAIN 1931
 AW6517  PID         -  AW6517
 AW6517  STATE/COUNTY-  TX/HARRIS
 AW6517  USGS QUAD   -  PARK PLACE (1995)
 AW6517
 AW6517                         *CURRENT SURVEY CONTROL
 AW6517  ___________________________________________________________________
 AW6517* NAD 83(1993)-  29 44 50.00833(N)    095 16 59.20202(W)     ADJUSTED  
 AW6517* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 AW6517  ___________________________________________________________________
 AW6517  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6517  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6517
 AW6517  HORZ ORDER  -  THIRD
 AW6517
 AW6517.The horizontal coordinates were established by classical geodetic methods
 AW6517.and adjusted by the National Geodetic Survey in February 1996..
 AW6517
 AW6517.The orthometric height was scaled from a topographic map.
 AW6517
 AW6517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6517
 AW6517.The geoid height was determined by GEOID03.
 AW6517
 AW6517;                    North         East     Units Scale Factor Converg.
 AW6517;SPC TXSC     - 4,217,823.526   959,433.709   MT  0.99988905   +1 49 15.4
 AW6517;SPC TXSC     -13,837,976.02  3,147,742.09   sFT  0.99988905   +1 49 15.4
 AW6517;UTM  15      - 3,292,959.691   279,213.370   MT  1.00020149   -1 07 59.8
 AW6517
 AW6517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6517!SPC TXSC     -   0.99999328  x   0.99988905  =   0.99988234
 AW6517!UTM  15      -   0.99999328  x   1.00020149  =   1.00019477
 AW6517
 AW6517:                Primary Azimuth Mark                     Grid Az
 AW6517:SPC TXSC     -  GALENA PARK TEXACO TANK                  102 25 45.7
 AW6517:UTM  15      -  GALENA PARK TEXACO TANK                  105 23 00.9
 AW6517
 AW6517|---------------------------------------------------------------------|
 AW6517| PID    Reference Object                     Distance      Geod. Az  |
 AW6517|                                                           dddmmss.s |
 AW6517| AW6424 GALENA PARK TEXACO TANK             APPROX. 6.3 KM 1041501.1 |
 AW6517| AW6510 TANK 1                              APPROX. 3.6 KM 1242623.2 |
 AW6517| AW6499 TANK 5                              APPROX. 3.2 KM 1552522.9 |
 AW6517| AW6497 HOUSTON LONGREACH DOCKS S TANK      APPROX. 1.2 KM 1695223.3 |
 AW6517| AW6496 TANK 4                              APPROX. 0.6 KM 1874438.8 |
 AW6517|---------------------------------------------------------------------|
 AW6517
 AW6517                          SUPERSEDED SURVEY CONTROL
 AW6517
 AW6517  NAD 83(1986)-  29 44 50.02340(N)    095 16 59.18286(W) AD(       ) 3
 AW6517  NAD 27      -  29 44 49.20280(N)    095 16 58.41438(W) AD(       ) 3
 AW6517
 AW6517.Superseded values are not recommended for survey control.
 AW6517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6517.See file dsdata.txt to determine how the superseded data were derived.
 AW6517
 AW6517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7921392960(NAD 83)
 AW6517_MARKER: DD = SURVEY DISK
 AW6517_SETTING: 0 = UNSPECIFIED SETTING
 AW6517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6517
 AW6517  HISTORY     - Date     Condition        Report By
 AW6517  HISTORY     - 1931     MONUMENTED       CGS
 AW6517  HISTORY     - 1934     GOOD             TXHD
 AW6517  HISTORY     - 1942     GOOD             CGS
 AW6517  HISTORY     - 1952     GOOD             CGS
 AW6517  HISTORY     - 19960615 GOOD             USPSQD
 AW6517  HISTORY     - 20040326 GOOD             USPSQD
 AW6517
 AW6517                          STATION DESCRIPTION
 AW6517
 AW6517'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6517'THE CENTER OF THE BASE OF THE 4-INCH METAL FLAGPOLE ON TOP
 AW6517'OF THE HIGHEST PART OF THE HOUSTON CITY GRAIN ELEVATOR (HOUSTON
 AW6517'PORT COMMISSION GRAIN ELEVATOR), AT THE TURNING BASIN AT
 AW6517'HARRISBURG.  IT IS 1.615 METERS (5.30 FEET) N 28 DEG 25 MIN W.
 AW6517'FROM STATION PORT.
 AW6517
 AW6517                          STATION RECOVERY (1934)
 AW6517
 AW6517'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1934
 AW6517'DESCRIPTION SATISFACTORY.
 AW6517
 AW6517                          STATION RECOVERY (1942)
 AW6517
 AW6517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6517'STATION RECOVERED AND FOUND AS DESCRIBED.  IT IS LOCATED IN
 AW6517'THE E EDGE OF HOUSTON, AT THE TURNING BASIN NEAR THE HARRISBURG
 AW6517'INDUSTRIAL DISTRICT OF HOUSTON.  IT IS THE CENTER OF THE
 AW6517'BASE OF THE 4-INCH METAL FLAGPOLE (NOW REMOVED) ON THE
 AW6517'ROOF OF THE HOUSTON PORT COMMISSION GRAIN ELEVATOR.  IT IS
 AW6517'COVERED WITH A 5-INCH CAST-IRON CAP AND PROJECTS ABOUT 6 INCHES.
 AW6517'IT IS 5.30 FEET (1.615 METERS) NW OF TRIANGULATION STATION
 AW6517'PORT 1931.
 AW6517
 AW6517                          STATION RECOVERY (1952)
 AW6517
 AW6517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6517'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1942 DESCRIPTION
 AW6517'IS COMPLETE.
 AW6517
 AW6517                          STATION RECOVERY (1996)
 AW6517
 AW6517'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6517'RECOVERED IN GOOD CONDITION.
 AW6517
 AW6517                          STATION RECOVERY (2004)
 AW6517
 AW6517'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6011 ***********************************************************************
 AW6011  DESIGNATION -  GRAIN 2
 AW6011  PID         -  AW6011
 AW6011  STATE/COUNTY-  TX/GALVESTON
 AW6011  USGS QUAD   -  VIRGINIA POINT (1994)
 AW6011
 AW6011                         *CURRENT SURVEY CONTROL
 AW6011  ___________________________________________________________________
 AW6011* NAD 83(1993)-  29 22 03.07469(N)    094 53 35.92025(W)     ADJUSTED  
 AW6011* NAVD 88     -         6.3    (meters)      21.     (feet)  VERTCON   
 AW6011  ___________________________________________________________________
 AW6011  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AW6011  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW6011
 AW6011  HORZ ORDER  -  SECOND
 AW6011
 AW6011.The horizontal coordinates were established by classical geodetic methods
 AW6011.and adjusted by the National Geodetic Survey in February 1996..
 AW6011
 AW6011.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6011
 AW6011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6011
 AW6011.The geoid height was determined by GEOID03.
 AW6011
 AW6011;                    North         East     Units Scale Factor Converg.
 AW6011;SPC TXSC     - 4,177,027.354   998,591.192   MT  0.99986341   +2 00 42.9
 AW6011;SPC TXSC     -13,704,130.58  3,276,211.27   sFT  0.99986341   +2 00 42.9
 AW6011;UTM  15      - 3,250,194.254   316,230.238   MT  1.00001673   -0 55 43.5
 AW6011
 AW6011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6011!SPC TXSC     -   1.00000321  x   0.99986341  =   0.99986662
 AW6011!UTM  15      -   1.00000321  x   1.00001673  =   1.00001994
 AW6011
 AW6011|---------------------------------------------------------------------|
 AW6011| PID    Reference Object                     Distance      Geod. Az  |
 AW6011|                                                           dddmmss.s |
 AW6011| CV9824 GRAIN 2 RM 3                          8.010 METERS 09521     |
 AW6011| CV9825 GRAIN 2 RM 4                          8.577 METERS 19347     |
 AW6011| AW6020 TEXAS CITY MONSANTO CHEM CO TK      APPROX. 1.2 KM 3540704.0 |
 AW6011|---------------------------------------------------------------------|
 AW6011
 AW6011                          SUPERSEDED SURVEY CONTROL
 AW6011
 AW6011  NAD 83(1986)-  29 22 03.08974(N)    094 53 35.90103(W) AD(       ) 2
 AW6011  NAD 27      -  29 22 02.24634(N)    094 53 35.18786(W) AD(       ) 2
 AW6011  NGVD 29 (07/19/86)    6.3    (m)           21.     (f) VERT ANG       
 AW6011
 AW6011.Superseded values are not recommended for survey control.
 AW6011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6011.See file dsdata.txt to determine how the superseded data were derived.
 AW6011
 AW6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1623050194(NAD 83)
 AW6011_MARKER: DS = TRIANGULATION STATION DISK
 AW6011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6011
 AW6011  HISTORY     - Date     Condition        Report By
 AW6011  HISTORY     - 1974     MONUMENTED       NGS
 AW6011
 AW6011                          STATION DESCRIPTION
 AW6011
 AW6011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RDS)
 AW6011'STATION IS LOCATED IN THE SOUTHEAST PART OF TEXAS CITY, ON A DIRT
 AW6011'SEAWALL AND ON PROPERTY OWNED BY TEXAS CITY TERMINAL RAILWAY
 AW6011'COMPANY.  PERMISSION WAS OBTAINED FROM MR. K. L. DEMAET (ASSISTANT
 AW6011'TO THE GENERAL MANAGER).
 AW6011'
 AW6011'TO REACH THE STATION FROM THE JUNCTION OF LOOP 197 AND STATE HIGHWAY
 AW6011'146 ON THE SOUTH EDGE OF TEXAS CITY, GO NORTHEASTERLY ON LOOP 197
 AW6011'FOR 3.4 MILES TO THE ENTRANCE TO TEXAS CITY RAILWAY COMPANY ON THE
 AW6011'RIGHT, AT A CURVE IN THE ROAD.  TURN RIGHT AND GO SOUTHEAST AND
 AW6011'SOUTH ON A PAVED ROAD FOR 0.4 MILE TO A T INTERSECTION AND A WATER
 AW6011'TANK ON THE LEFT.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.25
 AW6011'MILE TO A CROSSROAD AND A GUARD SHACK IN THE SOUTHEAST ANGLE
 AW6011'OF THE INTERSECTION.  (OBTAIN KEY FROM THE GUARD TO GET
 AW6011'TO STATION.) TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.35
 AW6011'MILE TO THE TOP OF A LEVEE AND A LOCKED GATE.  PASS THROUGH THE
 AW6011'GATE AND CONTINUE SOUTH ON A PAVED ROAD ATOP THE LEVEE FOR 0.15 MILE
 AW6011'TO A CURVE IN THE ROAD AND THE STATION ON THE LEFT AS
 AW6011'DESCRIBED.
 AW6011'
 AW6011'STATION MARKS, ARE STANDARD DISKS STAMPED GRAIN 2 1974.  THE SURFACE
 AW6011'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 AW6011'WITH THE GROUND.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 AW6011'OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.  IT IS 30 FEET
 AW6011'NORTHEAST OF THE CENTER OF THE CURVE IN THE LEVEE ROAD AND 26
 AW6011'FEET SOUTHEAST OF THE CENTER OF THE LEVEE ROAD.
 AW6011'
 AW6011'REFERENCE MARK 3, STAMPED GRAIN 2 NO 3 1974 IS A STANDARD DISK SET IN
 AW6011'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 AW6011'IT IS 57 FEET SOUTHEAST OF THE CENTER OF THE CURVE IN THE LEVEE
 AW6011'ROAD AND 46 FEET EAST OF THE CENTER OF THE LEVEE ROAD.
 AW6011'
 AW6011'REFERENCE MARK 4, STAMPED GRAIN 2 NO 4 1974 IS A STANDARD DISK SET
 AW6011'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AW6011'GROUND.  IT IS 42.5 FEET SOUTHEAST OF THE CENTER OF THE CURVE IN
 AW6011'THE LEVEE ROAD AND 19 FEET EAST OF THE CENTER OF THE LEVEE ROAD.
 AW6011'
 AW6011'NEAREST TOWN--TEXAS CITY.
 AW6011'
 AW6011'HEIGHT OF LIGHT ABOVE STATION MARK 4.97 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0750 ***********************************************************************
 BN0750  DESIGNATION -  GRANATA
 BN0750  PID         -  BN0750
 BN0750  STATE/COUNTY-  TX/KERR
 BN0750  USGS QUAD   -  HUNT (1982)
 BN0750
 BN0750                         *CURRENT SURVEY CONTROL
 BN0750  ___________________________________________________________________
 BN0750* NAD 83(1993)-  30 00 29.85472(N)    099 15 42.72235(W)     ADJUSTED  
 BN0750* NAVD 88     -       649.     (meters)    2129.     (feet)  SCALED    
 BN0750  ___________________________________________________________________
 BN0750  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 BN0750  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0750
 BN0750  HORZ ORDER  -  FIRST
 BN0750
 BN0750.The horizontal coordinates were established by classical geodetic methods
 BN0750.and adjusted by the National Geodetic Survey in February 1996..
 BN0750
 BN0750.The orthometric height was scaled from a topographic map.
 BN0750
 BN0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0750
 BN0750.The geoid height was determined by GEOID03.
 BN0750
 BN0750;                    North         East     Units Scale Factor Converg.
 BN0750;SPC TXSC     - 4,241,076.542   574,737.234   MT  0.99993212   -0 07 41.9
 BN0750;SPC TXSC     -13,914,265.29  1,885,617.08   sFT  0.99993212   -0 07 41.9
 BN0750;SPC TX C     - 3,038,370.350   803,374.748   MT  1.00003069   +0 33 06.7
 BN0750;SPC TX C     - 9,968,386.72  2,635,738.65   sFT  1.00003069   +0 33 06.7
 BN0750;UTM  14      - 3,319,733.146   474,745.559   MT  0.99960787   -0 07 51.5
 BN0750
 BN0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0750!SPC TXSC     -   0.99990153  x   0.99993212  =   0.99983366
 BN0750!SPC TX C     -   0.99990153  x   1.00003069  =   0.99993222
 BN0750!UTM  14      -   0.99990153  x   0.99960787  =   0.99950944
 BN0750
 BN0750|---------------------------------------------------------------------|
 BN0750| PID    Reference Object                     Distance      Geod. Az  |
 BN0750|                                                           dddmmss.s |
 BN0750| CV4135 GRANATA RM 1                         26.350 METERS 01716     |
 BN0750| CV4136 GRANATA RM 2                         22.797 METERS 09015     |
 BN0750| AY2009 TURTLE                              APPROX. 7.9 KM 2285531.1 |
 BN0750| CV4137 GRANATA RM 3                         31.225 METERS 32549     |
 BN0750|---------------------------------------------------------------------|
 BN0750
 BN0750                          SUPERSEDED SURVEY CONTROL
 BN0750
 BN0750  NAD 83(1986)-  30 00 29.86196(N)    099 15 42.71035(W) AD(       ) 1
 BN0750  NAD 27      -  30 00 29.09900(N)    099 15 41.55600(W) AD(       ) 1
 BN0750
 BN0750.Superseded values are not recommended for survey control.
 BN0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0750.See file dsdata.txt to determine how the superseded data were derived.
 BN0750
 BN0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU7474619733(NAD 83)
 BN0750_MARKER: DS = TRIANGULATION STATION DISK
 BN0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0750
 BN0750  HISTORY     - Date     Condition        Report By
 BN0750  HISTORY     - 1935     MONUMENTED       CGS
 BN0750  HISTORY     - 1944     GOOD             CGS
 BN0750
 BN0750                          STATION DESCRIPTION
 BN0750
 BN0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0750'STATION IS LOCATED ON A HILL SW OF THE QUADALUPE RIVER, ABOUT
 BN0750'4.5 MILES SSW OF INGRAM, ABOUT 8-1/2 MILES WSW OF KERRVILLE,
 BN0750'AT THE EDGE OF A ROUGH, ROCKY, PRIVATE ROAD RUNNING FROM INGRAM
 BN0750'TO THE TURTLE CREEK ROAD, ON ROCKY, WOODED PASTURE LAND.  THIS
 BN0750'IS THE OLD MASTERSON RANCH, NOW OWNED BY MR. WILLIE GRANATA, SAN
 BN0750'ANTONIO, TEXAS, AND MANAGED BY MR. H.M. BAKER.  MARK IS SET NEAR
 BN0750'EDGE OF ROADWAY, WHICH IS CLEARED, 9 FEET FROM CENTER LINE.
 BN0750'
 BN0750'SURFACE MARK IS A BRONZE STATION DISK SET IN CONCRETE FLUSH
 BN0750'WITH THE GROUND.
 BN0750'
 BN0750'REFERENCE MK. 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 BN0750'BEDROCK.  IT IS 60 FEET E OF THE CENTER LINE OF ROAD.
 BN0750'
 BN0750'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 BN0750'BEDROCK.  IT IS 84 FEET E OF THE CENTER LINE OF ROAD.
 BN0750'
 BN0750'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 BN0750'BEDROCK.  IT IS 25 FEET W OF THE CENTER LINE OF ROAD.
 BN0750'
 BN0750'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND
 BN0750'16 IN KERRVILLE, FOLLOW STATE HIGHWAY 16 SW FOR 8.6 MILES
 BN0750'(6.8 MILES AFTER END OF PAVEMENT) TO A GRAVEL ROAD RIGHT AT
 BN0750'SIGN MIRROR LAKE.  TURN RIGHT (W) ON SIDE ROAD (TURTLE CREEK
 BN0750'ROAD) AND GO 2.4 MILES TO ROAD FORKS, KEEP MAIN RIGHT FORK AND
 BN0750'GO 1 MILE TO ROAD FORKS, KEEP MAIN RIGHT FORK ACROSS CREEK AND
 BN0750'GO 1 MILE TO ROAD FORKS, KEEP MAIN LEFT FORK AND GO 1.1 MILES TO
 BN0750'CREEK, CROSSING WHERE PIPE LINE CROSSES CREEK IN AIR,
 BN0750'CONTINUE AHEAD FOR 0.1 MILE TO ROAD FORKS, TAKE RIGHT FORK E
 BN0750'ALONG FENCELINE AND FOLLOW MAIN ROAD FOR 0.45 MILE TO AN
 BN0750'UNPAINTED TWO-STORY HOUSE, HOME OF MR. H.M. BAKER, GO W
 BN0750'THROUGH WOODEN GATE N OF HOUSE AND SHEDS AND FOLLOW MAIN
 BN0750'ROCKY ROAD UPGRADE FOR 1.15 MILES (TAKE RIGHT FORK AT 0.5
 BN0750'MILE) TO TOP OF GRADE AND STATION ON RIGHT SIDE OF ROAD.
 BN0750'
 BN0750'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 BN0750
 BN0750                          STATION RECOVERY (1944)
 BN0750
 BN0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0750'STATION IS ON A ROCKY HILL S OF THE GUADALUPE RIVER AND 6 FEET
 BN0750'SE OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS A BRONZE
 BN0750'STATION DISK SET IN A SQUARE-TOPPED CONCRETE POST.  IT IS
 BN0750'STAMPED GRANATA 1935 AND IS FLUSH WITH THE GROUND.
 BN0750'
 BN0750'REFERENCE MARK 1 IS STAMPED GRANATA NO 1 1935 AND PROJECTS
 BN0750'ABOUT 1 INCH ABOVE THE GROUND.
 BN0750'
 BN0750'REFERENCE MARK 2 IS STAMPED GRANATA NO 2 1935 AND PROJECTS
 BN0750'ABOUT 2 INCHES ABOVE THE GROUND.
 BN0750'
 BN0750'REFERENCE MARK 3 IS STAMPED GRANATA NO 3 1935 AND PROJECTS
 BN0750'ABOUT 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5268 ***********************************************************************
 AH5268  DESIGNATION -  GRANBURY WT NE SEC
 AH5268  PID         -  AH5268
 AH5268  STATE/COUNTY-  TX/HOOD
 AH5268  USGS QUAD   -  GRANBURY (1979)
 AH5268
 AH5268                         *CURRENT SURVEY CONTROL
 AH5268  ___________________________________________________________________
 AH5268* NAD 83(1993)-  32 27 06.02223(N)    097 47 12.21765(W)     ADJUSTED  
 AH5268* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 AH5268  ___________________________________________________________________
 AH5268  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AH5268  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AH5268
 AH5268  HORZ ORDER  -  THIRD
 AH5268
 AH5268.The horizontal coordinates were established by classical geodetic methods
 AH5268.and adjusted by the National Geodetic Survey in July 1998..
 AH5268
 AH5268.The orthometric height was scaled from a topographic map.
 AH5268
 AH5268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5268
 AH5268.The geoid height was determined by GEOID03.
 AH5268
 AH5268;                    North         East     Units Scale Factor Converg.
 AH5268;SPC TXNC     - 2,087,277.841   667,061.490   MT  0.99992706   +0 23 20.5
 AH5268;SPC TXNC     - 6,848,010.72  2,188,517.57   sFT  0.99992706   +0 23 20.5
 AH5268;UTM  14      - 3,591,149.953   614,038.401   MT  0.99976037   +0 39 04.0
 AH5268
 AH5268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5268!SPC TXNC     -   0.99996785  x   0.99992706  =   0.99989491
 AH5268!UTM  14      -   0.99996785  x   0.99976037  =   0.99972822
 AH5268
 AH5268                          SUPERSEDED SURVEY CONTROL
 AH5268
 AH5268.No superseded survey control is available for this station.
 AH5268
 AH5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1403891150(NAD 83)
 AH5268_MARKER: 53 = ELEVATED TANK
 AH5268
 AH5268  HISTORY     - Date     Condition        Report By
 AH5268  HISTORY     - 1959     FIRST OBSERVED   USGS
 AH5268  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AH5268
 AH5268                          STATION DESCRIPTION
 AH5268
 AH5268'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5268'STATION IS IN HOOD COUNTY, TEXAS.  IN GRANBURY AT THE S. EDGE OF THE
 AH5268'GRANBURY CEMETERY AND 1 BLOCK E. OF STATE ROAD 51, AN INTERSECTED
 AH5268'STATION.
 AH5268'STATION MARK--ELEVATED WATER TANK.
 AH5268
 AH5268                          STATION RECOVERY (2004)
 AH5268
 AH5268'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 AH5268'WATER TOWER HAS BEEN REMOVED FOR LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5269 ***********************************************************************
 AH5269  DESIGNATION -  GRANBURY WT SW SEC
 AH5269  PID         -  AH5269
 AH5269  STATE/COUNTY-  TX/HOOD
 AH5269  USGS QUAD   -  GRANBURY (1979)
 AH5269
 AH5269                         *CURRENT SURVEY CONTROL
 AH5269  ___________________________________________________________________
 AH5269* NAD 83(1993)-  32 26 05.00772(N)    097 48 04.72567(W)     ADJUSTED  
 AH5269* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 AH5269  ___________________________________________________________________
 AH5269  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AH5269  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AH5269
 AH5269  HORZ ORDER  -  THIRD
 AH5269
 AH5269.The horizontal coordinates were established by classical geodetic methods
 AH5269.and adjusted by the National Geodetic Survey in July 1998..
 AH5269
 AH5269.The orthometric height was scaled from a topographic map.
 AH5269
 AH5269.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5269
 AH5269.The geoid height was determined by GEOID03.
 AH5269
 AH5269;                    North         East     Units Scale Factor Converg.
 AH5269;SPC TXNC     - 2,085,389.306   665,702.684   MT  0.99993017   +0 22 51.8
 AH5269;SPC TXNC     - 6,841,814.75  2,184,059.56   sFT  0.99993017   +0 22 51.8
 AH5269;UTM  14      - 3,589,255.548   612,688.474   MT  0.99975659   +0 38 34.7
 AH5269
 AH5269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5269!SPC TXNC     -   0.99996706  x   0.99993017  =   0.99989723
 AH5269!UTM  14      -   0.99996706  x   0.99975659  =   0.99972366
 AH5269
 AH5269                          SUPERSEDED SURVEY CONTROL
 AH5269
 AH5269.No superseded survey control is available for this station.
 AH5269
 AH5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1268889256(NAD 83)
 AH5269_MARKER: 53 = ELEVATED TANK
 AH5269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5269+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AH5269
 AH5269  HISTORY     - Date     Condition        Report By
 AH5269  HISTORY     - 1959     FIRST OBSERVED   USGS
 AH5269  HISTORY     - 20041023 GOOD             USPSQD
 AH5269
 AH5269                          STATION DESCRIPTION
 AH5269
 AH5269'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5269'STATION IS IN HOOD COUNTY, TEXAS.  IN THE SW. SECTION OF GRANBURY NEAR
 AH5269'A LARGE, CIRCULAR HOUSE KNOWN AS THE --ROUND HOUSE--, AND ABOUT 500
 AH5269'FT. NW. OF STATE ROAD 51, AN INTERSECTED STATION.
 AH5269'STATION MARK--AN ELEVATED WATER TANK.
 AH5269
 AH5269                          STATION RECOVERY (2004)
 AH5269
 AH5269'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 AH5269'DESCRIBED 'NEAR A LARGE CIRCULAR HOUSE KNOW AS THE ROUND HOUSE' THIS
 AH5269'HOUSE IS NO LONGER THERE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1843 ***********************************************************************
 CS1843  DESIGNATION -  GRAND
 CS1843  PID         -  CS1843
 CS1843  STATE/COUNTY-  TX/DALLAS
 CS1843  USGS QUAD   -  ARLINGTON (1981)
 CS1843
 CS1843                         *CURRENT SURVEY CONTROL
 CS1843  ___________________________________________________________________
 CS1843* NAD 83(1993)-  32 44 43.82794(N)    097 00 25.86535(W)     ADJUSTED  
 CS1843* NAVD 88     -       162.432  (meters)     532.91   (feet)  ADJUSTED  
 CS1843  ___________________________________________________________________
 CS1843  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 CS1843  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CS1843  DYNAMIC HT  -         162.244 (meters)     532.30  (feet)  COMP
 CS1843  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 CS1843
 CS1843  HORZ ORDER  -  FIRST
 CS1843  VERT ORDER  -  FIRST     CLASS II
 CS1843
 CS1843.The horizontal coordinates were established by classical geodetic methods
 CS1843.and adjusted by the National Geodetic Survey in February 1996..
 CS1843
 CS1843.The orthometric height was determined by differential leveling
 CS1843.and adjusted by the National Geodetic Survey in June 1991..
 CS1843.WARNING-Repeat measurements at this control monument indicate possible
 CS1843.vertical movement.
 CS1843
 CS1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1843
 CS1843.The geoid height was determined by GEOID03.
 CS1843
 CS1843.The dynamic height is computed by dividing the NAVD 88
 CS1843.geopotential number by the normal gravity value computed on the
 CS1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1843.degrees latitude (g = 980.6199 gals.).
 CS1843
 CS1843.The modeled gravity was interpolated from observed gravity values.
 CS1843
 CS1843;                    North         East     Units Scale Factor Converg.
 CS1843;SPC TXNC     - 2,120,626.501   739,886.967   MT  0.99988681   +0 48 51.0
 CS1843;SPC TXNC     - 6,957,422.11  2,427,445.82   sFT  0.99988681   +0 48 51.0
 CS1843;UTM  14      - 3,624,831.235   686,708.835   MT  1.00002986   +1 04 41.7
 CS1843
 CS1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1843!SPC TXNC     -   0.99997875  x   0.99988681  =   0.99986556
 CS1843!UTM  14      -   0.99997875  x   1.00002986  =   1.00000861
 CS1843
 CS1843|---------------------------------------------------------------------|
 CS1843| PID    Reference Object                     Distance      Geod. Az  |
 CS1843|                                                           dddmmss.s |
 CS1843| CS1845 GRAND RM 2                           30.565 METERS 00007     |
 CS1843| CS2919 GRAND PRAIRE E MUNICIPAL TANK       102.491 METERS 08050     |
 CS1843| CS2815 HENSLEY FIELD WATER TANK            APPROX. 3.9 KM 0910250.7 |
 CS1843| CS2814 GRAND PRAIRIE N AM AVN PLT TK       APPROX. 2.0 KM 1001723.5 |
 CS1843| CS2813 NAVAL AIR STATION WATER TANK        APPROX. 4.5 KM 1024746.2 |
 CS1843| CS1844 GRAND RM 1                           28.106 METERS 10255     |
 CS1843| CS2817 W DALLAS PWR AND LT CO TANK         APPROX. 7.4 KM 1085834.1 |
 CS1843| CS2550 GRAND AZ MK RESET                                  2502417.8 |
 CS1843| CY1986 GRAND AZ MK                                        2502638.6 |
 CS1843| CS2916 GRAND PRAIRE W MUNICIPAL TANK       APPROX. 1.4 KM 2564126.6 |
 CS1843| CS2896 ARLINGTON DOWNS 3 D FARM E TK       APPROX. 4.5 KM 2784331.2 |
 CS1843|---------------------------------------------------------------------|
 CS1843
 CS1843                          SUPERSEDED SURVEY CONTROL
 CS1843
 CS1843  NAD 83(1986)-  32 44 43.83348(N)    097 00 25.84795(W) AD(       ) 1
 CS1843  NAD 27      -  32 44 43.36100(N)    097 00 24.82300(W) AD(       ) 1
 CS1843  NGVD 29 (??/??/92)  162.446  (m)          532.96   (f) ADJ UNCH    1 2
 CS1843
 CS1843.Superseded values are not recommended for survey control.
 CS1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1843.See file dsdata.txt to determine how the superseded data were derived.
 CS1843
 CS1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8670924831(NAD 83)
 CS1843_MARKER: DS = TRIANGULATION STATION DISK
 CS1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1843_STAMPING: GRAND 1947
 CS1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1843+STABILITY: SURFACE MOTION
 CS1843
 CS1843  HISTORY     - Date     Condition        Report By
 CS1843  HISTORY     - 1947     MONUMENTED       CGS
 CS1843  HISTORY     - 1952     GOOD             CGS
 CS1843  HISTORY     - 1952     GOOD             NGS
 CS1843  HISTORY     - 1957     GOOD             USGS
 CS1843  HISTORY     - 1959     GOOD             CGS
 CS1843  HISTORY     - 1962     GOOD             CGS
 CS1843  HISTORY     - 1966     GOOD             CGS
 CS1843  HISTORY     - 1966     GOOD             NGS
 CS1843  HISTORY     - 1979     GOOD             LOCENG
 CS1843  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 CS1843  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1843
 CS1843                          STATION DESCRIPTION
 CS1843
 CS1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1843'THE STATION IS LOCATED ON THE FRONT LAWN OF THE CITY HALL IN
 CS1843'GRAND PRAIRIE.  IT IS ON THE NORTH SIDE OF U.S. HIGHWAY 80, 35
 CS1843'FEET SOUTH OF THE SOUTHWEST CORNER OF THE CITY HALL, 36 FEET WEST
 CS1843'OF THE WEST EDGE OF A SIDEWALK, AND 19 FEET NORTH OF THE NORTH
 CS1843'EDGE OF A SIDEWALK.  THE DISK IS STAMPED GRAND 1947 AND IS SET
 CS1843'FLUSH WITH THE GROUND.
 CS1843'
 CS1843'REFERENCE MARK NO. 1 IS 92.47 FEET EAST OF THE STATION, 62
 CS1843'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CITY HALL,
 CS1843'14 FEET EAST OF A STREET LIGHT POLE, AND 43 FEET NORTH OF THE
 CS1843'CENTERLINE OF U.S. HIGHWAY 80.  THE DISK IS SET IN A DRILL
 CS1843'HOLE IN THE TOP OF THE STREET CURB AND IS STAMPED GRAND NO. 1
 CS1843'1947.
 CS1843'
 CS1843'REFERENCE MARK NO. 2 IS 100.28 FEET NORTH OF THE STATION,
 CS1843'AND 12 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE CITY
 CS1843'HALL.  THE DISK IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER
 CS1843'OF THE CONCRETE STEPS AND IS STAMPED GRAND NO. 2 1947.
 CS1843'
 CS1843'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE WEST-SOUTHWEST OF THE
 CS1843'STATION, 49 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 CS1843'80, 5.5 FEET EAST OF A POWER POLE, AND 4.5 FEET EAST OF A
 CS1843'WHITE WITNESS POST.  THE DISK IS STAMPED GRAND 1947 AND PROJECTS
 CS1843'4 INCHES.
 CS1843'
 CS1843'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS1843
 CS1843                          STATION RECOVERY (1952)
 CS1843
 CS1843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CS1843'AT GRAND PRAIRIE, ON THE LAWN OF THE CITY HALL, 35 FEET SOUTHWEST
 CS1843'OF THE SOUTHWEST CORNER OF THE CITY HALL, 36 FEET WEST OF THE
 CS1843'WEST EDGE OF THE CONCRETE WALK LEADING TO THE CITY HALL, 19
 CS1843'FEET NORTH OF THE NORTH EDGE OF A CONCRETE WALK, A TRIANGULATION
 CS1843'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 CS1843'WITH THE GROUND, STAMPED GRAND 1947.
 CS1843'
 CS1843'GRAND R.M. 1 IS 62 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 CS1843'THE CITY HALL, 42 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 CS1843'80, 14 FEET EAST OF A STREET LIGHT, 92.4 FEET EAST OF TRIANGULATION
 CS1843'STATION GRAND 1947, A REFERENCE MARK DISK SET IN THE TOP OF THE
 CS1843'NORTH CONCRETE CURB OF U.S. HIGHWAY 80, STAMPED GRAND NO 1 1947.
 CS1843'
 CS1843'GRAND R.M. 2 IS 12 FEET SOUTHWEST OF THE NORTHWEST CORNER
 CS1843'OF THE CITY HALL, SET IN THE TOP OF THE CONCRETE APRON AT THE
 CS1843'BOTTOM OF THE CONCRETE STEPS LEADING TO THE CITY HALL, LEVEL WITH
 CS1843'THE GROUND, IN THE SOUTHWEST CORNER OF THE CONCRETE APRON,
 CS1843'100.2 FEET NORTH OF TRIANGULATION STATION GRAND 1947, STAMPED
 CS1843'GRAND NO 2 1947.
 CS1843'
 CS1843'GRAND AZI. 1947 WAS SEARCHED FOR BUT NOT RECOVERED, IT MAY
 CS1843'HAVE BEEN DESTROYED BY CONSTRUCTION.
 CS1843
 CS1843                          STATION RECOVERY (1952)
 CS1843
 CS1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS1843'IN GRAND PRAIRIE.
 CS1843'AT GRAND PRAIRIE, ON THE LAWN OF THE CITY HALL, 35 FEET SOUTHWEST OF
 CS1843'THE SOUTHWEST CORNER OF THE CITY HALL, 36 FEET WEST OF THE WEST EDGE
 CS1843'OF THE CONCRETE WALK LEADING TO THE CITY HALL, 19 FEET NORTH OF THE
 CS1843'NORTH EDGE OF A CONCRETE WALK, SET IN THE TOP OF A CONCRETE POST WHICH
 CS1843'IS FLUSH WITH THE GROUND.
 CS1843
 CS1843                          STATION RECOVERY (1957)
 CS1843
 CS1843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CS1843'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 CS1843'IN GOOD CONDITION.
 CS1843'
 CS1843'STATION IS LOCATED ON FRONT LAWN OF THE CITY HALL IN GRAND
 CS1843'PRAIRIE, TEXAS.  35 FEET SW OF THE SW CORNER OF CITY HALL.
 CS1843'65 FEET W OF THE W EDGE OF SIDEWALK.  22 FEET S OF S EDGE OF
 CS1843'SIDEWALK.  19 FEET N OF N EDGE SIDEWALK.  A STANDARD DISK STAMPED
 CS1843'GRAND 1947 SET FLUSH WITH GROUND.
 CS1843'
 CS1843'REFERENCE MARK 1 IS 25 FEET W OF CENTERLINE E SIDEWALK INTO
 CS1843'CITY HALL.  17 FEET E OF STREET LIGHT.  IN CURB AT N EDGE
 CS1843'U.S. HIGHWAY 80.  A STANDARD DISK STAMPED GRAND NO. 1 1947.
 CS1843'
 CS1843'REFERENCE MARK 2 FOUND AS DESCRIBED.
 CS1843'
 CS1843'AZIMUTH MARK IS LOCATED 0.35 MILE W OF STATION GRAND.  IN A
 CS1843'PARK ABOUT 60 YARDS E OF NW 7TH STREET.  10 FEET N OF U.S. HIGHWAY
 CS1843'80.  STANDARD DISK STAMPED GRAND 1947 AND SET FLUSH.
 CS1843
 CS1843                          STATION RECOVERY (1959)
 CS1843
 CS1843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS1843'STATION AND REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 CS1843'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 CS1843'PROCEEDING TO STATION SITE ARE CORRECT.
 CS1843
 CS1843                          STATION RECOVERY (1962)
 CS1843
 CS1843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SEU)
 CS1843'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS1843'MARK WERE RECOVERED IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS
 CS1843'SET.  THE OLD AZIMUTH MARK WAS DESTROYED AT THE REQUEST OF
 CS1843'THE CITY OF GRAND PRAIRIE TO CLEAR THE AREA FOR A CONCRETE
 CS1843'SIDE WALK AFTER A NEW AZIMUTH MARK WAS SET AND DIRECTION OBSERVED
 CS1843'TO NEW MARK.  THE NEW AZIMUTH MARK WAS NOT SET ON LINE WITH THE
 CS1843'OLD AZIMUTH MARK AS THE MARK WAS FOUND TO BE OBSTRUCTED BY A
 CS1843'STREET LIGHT POST.
 CS1843'
 CS1843'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS LOCATED ON THE
 CS1843'FRONT LAWN OF THE CITY HALL IN GRAND PRAIRIE, ON THE NORTH SIDE
 CS1843'OF U.S. HIGHWAY 80 (MAIN STREET), 35 FEET SOUTHWEST OF THE
 CS1843'SOUTHWEST CORNER OF THE CITY HALL, 36 FEET WEST OF THE WEST
 CS1843'EDGE OF A SIDEWALK, AND 19 FEET NORTH OF THE NORTH EDGE OF
 CS1843'A SIDEWALK.  THE STATION MARK IS A STANDARD DISK STAMPED
 CS1843'GRAND 1947, SET IN A SQUARE CONCRETE POST WHICH IS ABOUT 1
 CS1843'INCH BELOW THE SURFACE OF THE LAWN.
 CS1843'
 CS1843'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRAND NO 1 1947,
 CS1843'IS SET IN A DRILL HOLE IN THE TOP OF THE STREET CURB, 43 FEET
 CS1843'NORTH OF THE CENTER LINE OF MAIN STREET, 62 FEET SOUTH OF
 CS1843'THE SOUTH SIDE OF THE CITY HALL, AND 14 FEET EAST OF A STREET
 CS1843'LIGHT POLE.
 CS1843'
 CS1843'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRAND NO 2 1947,
 CS1843'IS SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK, 12 FEET SOUTHWEST
 CS1843'OF THE NORTHWEST CORNER OF THE CITY HALL.
 CS1843'
 CS1843'AZIMUTH MARK, A STANDARD DISK STAMPED GRAND 1947 RESET 1962,
 CS1843'IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS1843'OF THE GROUND.  IT IS AT THE JUNCTION OF NW 7TH ST. AND W.
 CS1843'MAIN ST. IN GRAND PRAIRIE ON CITY PROPERTY.  110 FEET SOUTHWEST
 CS1843'OF THE SOUTHWEST CORNER OF THE DALLAS COUNTY GOVERNMENT CENTER
 CS1843'PRECINCT 6 GRAND PRAIRIE BUILDING, 68 FEET NORTH OF THE CENTER
 CS1843'LINE OF U.S. HIGHWAY 80 (W. MAIN STREET), 22 FEET EAST OF THE
 CS1843'CENTER OF NW 7TH STREET, 7 FEET EAST OF THE EAST CURB OF NW
 CS1843'7TH STREET, 26 FEET NORTH OF THE NORTH CURB OF W. MAIN
 CS1843'STREET, 4 FEET SOUTHWEST OF THE CURB OF A PARKING LOT, AND
 CS1843'4-1/2 FEET EAST OF A NO PARKING FIRE LANE SIGN POST.
 CS1843'
 CS1843'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CS1843
 CS1843                          STATION RECOVERY (1966)
 CS1843
 CS1843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WSS)
 CS1843'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CS1843'DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK SET IN 1962
 CS1843'WAS NOT SEARCHED FOR.
 CS1843'
 CS1843'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 CS1843'
 CS1843'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GRAND
 CS1843'PRAIRIE.
 CS1843
 CS1843                          STATION RECOVERY (1966)
 CS1843
 CS1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1843'RECOVERED IN GOOD CONDITION.
 CS1843
 CS1843                          STATION RECOVERY (1979)
 CS1843
 CS1843'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 CS1843'RECOVERED IN GOOD CONDITION.
 CS1843
 CS1843                          STATION RECOVERY (1980)
 CS1843
 CS1843'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS1843'GRAND AZIMUTH GRAND 1947 RESET 1962 RECOVERED GOOD - DESCRIPTION
 CS1843'ADEQUATE FOR RECOVERY.  TREE PARTIALLY BLOCKS SIGHT.
 CS1843'
 CS1843'DISTANCE AND DIRECTION FROM NEAREST TOWN--GRAND PRAIRIE.
 CS1843
 CS1843                          STATION RECOVERY (1986)
 CS1843
 CS1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1327 ***********************************************************************
 CR1327  DESIGNATION -  GRAND
 CR1327  PID         -  CR1327
 CR1327  STATE/COUNTY-  TX/VAN ZANDT
 CR1327  USGS QUAD   -  GRAND SALINE (1981)
 CR1327
 CR1327                         *CURRENT SURVEY CONTROL
 CR1327  ___________________________________________________________________
 CR1327* NAD 83(1993)-  32 41 22.67600(N)    095 39 53.49875(W)     ADJUSTED  
 CR1327* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 CR1327  ___________________________________________________________________
 CR1327  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 CR1327  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CR1327
 CR1327  HORZ ORDER  -  THIRD
 CR1327
 CR1327.The horizontal coordinates were established by classical geodetic methods
 CR1327.and adjusted by the National Geodetic Survey in February 1996..
 CR1327
 CR1327.The orthometric height was scaled from a topographic map.
 CR1327
 CR1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1327
 CR1327.The geoid height was determined by GEOID03.
 CR1327
 CR1327;                    North         East     Units Scale Factor Converg.
 CR1327;SPC TXNC     - 2,117,023.773   865,815.771   MT  0.99989246   +1 32 46.6
 CR1327;SPC TXNC     - 6,945,602.16  2,840,597.24   sFT  0.99989246   +1 32 46.6
 CR1327;UTM  15      - 3,620,019.821   250,154.065   MT  1.00036979   -1 26 24.0
 CR1327
 CR1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1327!SPC TXNC     -   0.99998163  x   0.99989246  =   0.99987409
 CR1327!UTM  15      -   0.99998163  x   1.00036979  =   1.00035141
 CR1327
 CR1327:                Primary Azimuth Mark                     Grid Az
 CR1327:SPC TXNC     -  MINEOLA MUNICIPAL TANK                   096 56 09.3
 CR1327:UTM  15      -  MINEOLA MUNICIPAL TANK                   099 55 19.9
 CR1327
 CR1327|---------------------------------------------------------------------|
 CR1327| PID    Reference Object                     Distance      Geod. Az  |
 CR1327|                                                           dddmmss.s |
 CR1327| CR1250 MINEOLA MUNICIPAL TANK              APPROX.16.6 KM 0982855.9 |
 CR1327| CY1990 GRAND AZ MK                                        1554246.8 |
 CR1327| CY1991 GRAND RM 1                           23.287 METERS 22706     |
 CR1327| CY1992 GRAND RM 2                           22.403 METERS 31005     |
 CR1327|---------------------------------------------------------------------|
 CR1327
 CR1327                          SUPERSEDED SURVEY CONTROL
 CR1327
 CR1327  NAD 83(1986)-  32 41 22.68264(N)    095 39 53.48560(W) AD(       ) 3
 CR1327  NAD 27      -  32 41 22.21350(N)    095 39 52.63100(W) AD(       ) 3
 CR1327
 CR1327.Superseded values are not recommended for survey control.
 CR1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1327.See file dsdata.txt to determine how the superseded data were derived.
 CR1327
 CR1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS5015420020(NAD 83)
 CR1327_MARKER: DS = TRIANGULATION STATION DISK
 CR1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1327
 CR1327  HISTORY     - Date     Condition        Report By
 CR1327  HISTORY     - 1957     MONUMENTED       CGS
 CR1327  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1327
 CR1327                          STATION DESCRIPTION
 CR1327
 CR1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1327'THE STATION IS LOCATED ABOUT 2 MILES EAST-NORTHEAST OF GRAND
 CR1327'SALINE ON A KNOLL THAT IS THE HIGHEST POINT IN THE VICINITY.
 CR1327'IT IS 73 FEET EAST OF THE CENTER OF A DIRT ROAD, 58 FEET SOUTH
 CR1327'OF A FENCE, 54 FEET NORTHEAST OF A POWERLINE POLE AND 6 FEET
 CR1327'NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 CR1327'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED GRAND 1957.
 CR1327'
 CR1327'REFERENCE MARK NO. 1 IS 12 FEET EAST OF THE CENTER OF A DIRT
 CR1327'ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES
 CR1327'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED GRAND NO 1 1957.
 CR1327'
 CR1327'REFERENCE MARK NO. 2 IS 12 FEET EAST OF THE CENTER OF A DIRT
 CR1327'ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK IS SET FLUSH WITH
 CR1327'THE SURFACE OF THE GROUND AND IS STAMPED GRAND NO 2 1957.
 CR1327'
 CR1327'AZIMUTH MARK IS 17 FEET NORTH OF THE CENTER OF AN OILED ROAD,
 CR1327'1 FOOT NORTH OF A FENCE AND 1 FOOT WEST OF A WHITE WITNESS
 CR1327'POST.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 CR1327'AND IS STAMPED GRAND 1957.
 CR1327'
 CR1327'TO REACH THE STATION FROM THE POST OFFICE IN GRAND SALINE,
 CR1327'GO NORTH 1 BLOCK TO U.S. HIGHWAY NO. 80, TURN RIGHT AND GO EAST
 CR1327'ON U.S. HIGHWAY NO. 80 FOR 0.5 MILE TO JUNCTION WITH FARM ROAD
 CR1327'NO. 17, TURN LEFT AND GO NORTHEASTERLY ON FARM ROAD NO. 17
 CR1327'FOR 2.7 MILES TO A DIRT SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 CR1327'FOR 0.3 MILE TO STATION ON LEFT AS DESCRIBED.
 CR1327'
 CR1327'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON DIRT
 CR1327'ROAD FOR 0.2 MILE TO AN OILED T ROAD, TURN LEFT AND GO EAST
 CR1327'ON OILED ROAD FOR 0.1 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 CR1327'
 CR1327'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 CR1327
 CR1327                          STATION RECOVERY (1995)
 CR1327
 CR1327'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2550 ***********************************************************************
 CS2550  DESIGNATION -  GRAND AZ MK RESET
 CS2550  PID         -  CS2550
 CS2550  STATE/COUNTY-  TX/DALLAS
 CS2550  USGS QUAD   -  ARLINGTON (1981)
 CS2550
 CS2550                         *CURRENT SURVEY CONTROL
 CS2550  ___________________________________________________________________
 CS2550* NAD 83(1986)-  32 44 38.     (N)    097 00 50.     (W)     SCALED    
 CS2550* NAVD 88     -       160.629  (meters)     527.00   (feet)  ADJUSTED  
 CS2550  ___________________________________________________________________
 CS2550  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CS2550  DYNAMIC HT  -         160.443 (meters)     526.39  (feet)  COMP
 CS2550  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 CS2550
 CS2550  VERT ORDER  -  FIRST     CLASS II
 CS2550
 CS2550.The horizontal coordinates were scaled from a topographic map and have
 CS2550.an estimated accuracy of +/- 6 seconds.
 CS2550
 CS2550.The orthometric height was determined by differential leveling
 CS2550.and adjusted by the National Geodetic Survey in June 1991..
 CS2550
 CS2550.The geoid height was determined by GEOID03.
 CS2550
 CS2550.The dynamic height is computed by dividing the NAVD 88
 CS2550.geopotential number by the normal gravity value computed on the
 CS2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2550.degrees latitude (g = 980.6199 gals.).
 CS2550
 CS2550.The modeled gravity was interpolated from observed gravity values.
 CS2550
 CS2550;                    North         East    Units  Estimated Accuracy
 CS2550;SPC TXNC     - 2,120,440.      739,260.      MT  (+/- 180 meters Scaled)
 CS2550
 CS2550                          SUPERSEDED SURVEY CONTROL
 CS2550
 CS2550.No superseded survey control is available for this station.
 CS2550
 CS2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB860246(NAD 83)
 CS2550_MARKER: DZ = AZIMUTH MARK DISK
 CS2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2550_SP_SET: CONCRETE POST
 CS2550_STAMPING: GRAND 1947 RESET 1962
 CS2550_MARK LOGO: CGS   
 CS2550_PROJECTION: PROJECTING 10 CENTIMETERS
 CS2550_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2550+STABILITY: SURFACE MOTION
 CS2550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2550+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 CS2550
 CS2550  HISTORY     - Date     Condition        Report By
 CS2550  HISTORY     - 1962     MONUMENTED       CGS
 CS2550  HISTORY     - 1986     GOOD             NGS
 CS2550  HISTORY     - 19941003 GOOD             NGS
 CS2550  HISTORY     - 20030217 GOOD             GEOCAC
 CS2550  HISTORY     - 20030414 GOOD             TX1730
 CS2550
 CS2550                          STATION DESCRIPTION
 CS2550
 CS2550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2550'IN GRAND PRAIRIE.
 CS2550'IN GRAND PRAIRIE, AT THE INTERSECTION OF WEST MAIN AND 7TH STREETS,
 CS2550'33.6 M (110.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE DALLAS
 CS2550'COUNTY GOVERNMENT CENTER, 20.8 M (68.2 FT) NORTH OF THE CENTERLINE OF
 CS2550'WEST MAIN STREET, 6.7 M (22.0 FT) EAST OF THE CENTER 7TH STREET, AND
 CS2550'1.3 M (4.3 FT) SOUTHWEST OF THE SOUTHWEST CURB OF A PARKING LOT.
 CS2550'THE MARK IS 0.3 M ABOVE THE STREET.
 CS2550
 CS2550                          STATION RECOVERY (1994)
 CS2550
 CS2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 CS2550'IN GRAND PRAIRIE, AT THE INTERSECTION OF WEST MAIN AND NORTHWEST 7TH
 CS2550'STREETS, 15.2 M (49.9 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 CS2550'LANES OF WEST MAIN STREET, 6.7 M (22.0 FT) EAST OF THE CENTER OF
 CS2550'NORTHWEST 7TH STREET, 4.6 M (15.1 FT) NORTH-NORTHEAST OF A UTILITY
 CS2550'POLE WITH 3 GUY CABLES, 1.5 M (4.9 FT) SOUTHWEST OF THE SOUTHWEST CURB
 CS2550'OF A PARKING LOT, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREETS, AND
 CS2550'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 CS2550
 CS2550                          STATION RECOVERY (2003)
 CS2550
 CS2550'RECOVERY NOTE BY GEOCACHING 2003
 CS2550'RECOVERED IN GOOD CONDITION.
 CS2550
 CS2550                          STATION RECOVERY (2003)
 CS2550
 CS2550'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS2550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2814 ***********************************************************************
 CS2814  DESIGNATION -  GRAND PRAIRIE N AM AVN PLT TK
 CS2814  PID         -  CS2814
 CS2814  STATE/COUNTY-  TX/DALLAS
 CS2814  USGS QUAD   -  DUNCANVILLE (1981)
 CS2814
 CS2814                         *CURRENT SURVEY CONTROL
 CS2814  ___________________________________________________________________
 CS2814* NAD 83(1993)-  32 44 32.10374(N)    096 59 09.49363(W)     ADJUSTED  
 CS2814* NAVD 88     -                                                        
 CS2814  ___________________________________________________________________
 CS2814  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 CS2814  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CS2814
 CS2814  HORZ ORDER  -  THIRD
 CS2814
 CS2814.The horizontal coordinates were established by classical geodetic methods
 CS2814.and adjusted by the National Geodetic Survey in February 1996..
 CS2814
 CS2814
 CS2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2814
 CS2814.The geoid height was determined by GEOID03.
 CS2814
 CS2814;                    North         East     Units Scale Factor Converg.
 CS2814;SPC TXNC     - 2,120,293.858   741,879.965   MT  0.99988711   +0 49 32.7
 CS2814;SPC TXNC     - 6,956,330.77  2,433,984.52   sFT  0.99988711   +0 49 32.7
 CS2814;UTM  14      - 3,624,507.730   688,703.639   MT  1.00003910   +1 05 22.7
 CS2814
 CS2814                          SUPERSEDED SURVEY CONTROL
 CS2814
 CS2814  NAD 83(1986)-  32 44 32.10939(N)    096 59 09.47629(W) AD(       ) 4
 CS2814  NAD 27      -  32 44 31.63710(N)    096 59 08.45530(W) AD(       ) 3
 CS2814
 CS2814.Superseded values are not recommended for survey control.
 CS2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2814.See file dsdata.txt to determine how the superseded data were derived.
 CS2814
 CS2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8870424508(NAD 83)
 CS2814_MARKER: 53 = ELEVATED TANK
 CS2814
 CS2814  HISTORY     - Date     Condition        Report By
 CS2814  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2814  HISTORY     - 1954     GOOD             CGS
 CS2814  HISTORY     - 1966     GOOD             CGS
 CS2814  HISTORY     - 1979     GOOD             LOCENG
 CS2814  HISTORY     - 20030217 MARK NOT FOUND   GEOCAC
 CS2814
 CS2814                          STATION DESCRIPTION
 CS2814
 CS2814'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2814'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE GRAND
 CS2814'PRAIRIE POST OFFICE, ABOUT 0.25 MILE SOUTH OF THE WEST GATE
 CS2814'OF THE AVIATION PLANT AND 150 FEET WEST OF A SPUR LINE RAILROAD
 CS2814'TRACK.  IT IS A 125 FOOT, 4 LEGGED, STEEL WATER TANK.  THE
 CS2814'LEGS ARE PAINTED IN WHITE AND YELLOW BANDS AND THE TANK IS
 CS2814'PAINTED IN WHITE AND YELLOW SQUARES.
 CS2814'
 CS2814'THE POINT INTERSECTED WAS THE LIGHT ON TOP OF THE TANK.
 CS2814'
 CS2814'TO REACH FROM THE GRAND PRAIRIE POST OFFICE GO EAST ON U.S.
 CS2814'HIGHWAY 80, 0.1 MILE TO CORNER WITH TRAFFIC LIGHT, TURN SOUTH
 CS2814'AND RIGHT HERE AND GO ACROSS TRACKS AND TO NEXT STREET.
 CS2814'HERE TURN LEFT AND GO 1.1 MILE TO WEST GATE OF AVIATION
 CS2814'PLANT.  ON RIGHT.  ENTER HERE AND GO SOUTH ACROSS THE AUTOMOBILE
 CS2814'PARKING LOT TO ANOTHER GATE, CONTINUE SOUTH THROUGH THIS
 CS2814'GATE AND FOR 0.2 MILE TO END OF CONCRETE APRON, HERE TURN
 CS2814'RIGHT OR WEST AND GO ACROSS TRACK AND TO STATION ON LEFT.
 CS2814
 CS2814                          STATION RECOVERY (1954)
 CS2814
 CS2814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFV)
 CS2814'STATION RECOVERED AS DESCRIBED EXCEPT PLANT IS NOW THE CHANCE
 CS2814'VOUGHT COMPANY.
 CS2814
 CS2814                          STATION RECOVERY (1966)
 CS2814
 CS2814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WSS)
 CS2814'THE STATION WAS RECOVERED IN GOOD CONDITION.  SOME CHANGES
 CS2814'IN THE DESCRIPTION WERE NOTED, NAMELY, THE TANK IS NOW PAINTED
 CS2814'RED AND WHITE CHECKED AND IS ON THE PROPERTY OF LING, TEMCO,
 CS2814'VOUGHT, INC.  A NEW DESCRIPTION FOLLOWS--
 CS2814'
 CS2814'THE STATION IS LOCATED 1 MILE EAST OF GRAND PRAIRIE, 0.25
 CS2814'MILE SOUTH OF THE WEST GATE ON JEFFERSON BOULEVARD OF THE
 CS2814'PLANT AND 0.1 MILE EAST OF 14TH STREET.  IT IS A STEEL TANK
 CS2814'PAINTED WITH A RED AND WHITE CHECKERED DESIGN, HAS A CONICAL
 CS2814'SHAPED TOP SURMOUNTED WITH A BALL AND RED OBSTRUCTION LIGHT,
 CS2814'AND IS MOUNTED ON A FOUR-LEGGED STEEL STRUCTURE PAINTED
 CS2814'RED.
 CS2814'
 CS2814'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE BALL.
 CS2814
 CS2814                          STATION RECOVERY (1979)
 CS2814
 CS2814'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2814'INTERSECTION STATION STATION IS IN GOOD CONDITION - DESCRIPTION
 CS2814'ADEQUATE.
 CS2814'
 CS2814'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MI EAST OF GRAND
 CS2814'PRAIRIE CITY HALL.
 CS2814
 CS2814                          STATION RECOVERY (2003)
 CS2814
 CS2814'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CS2814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1844 ***********************************************************************
 CS1844  DESIGNATION -  GRAND RM 1
 CS1844  PID         -  CS1844
 CS1844  STATE/COUNTY-  TX/DALLAS
 CS1844  USGS QUAD   -  ARLINGTON (1981)
 CS1844
 CS1844                         *CURRENT SURVEY CONTROL
 CS1844  ___________________________________________________________________
 CS1844* NAD 83(1986)-  32 44 43.     (N)    097 00 25.     (W)     SCALED    
 CS1844* NAVD 88     -       162.192  (meters)     532.12   (feet)  ADJUSTED  
 CS1844  ___________________________________________________________________
 CS1844  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CS1844  DYNAMIC HT  -         162.004 (meters)     531.51  (feet)  COMP
 CS1844  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 CS1844
 CS1844  VERT ORDER  -  FIRST     CLASS II
 CS1844
 CS1844.The horizontal coordinates were scaled from a topographic map and have
 CS1844.an estimated accuracy of +/- 6 seconds.
 CS1844
 CS1844.The orthometric height was determined by differential leveling
 CS1844.and adjusted by the National Geodetic Survey in June 1991..
 CS1844.WARNING-Repeat measurements at this control monument indicate possible
 CS1844.vertical movement.
 CS1844
 CS1844.The geoid height was determined by GEOID03.
 CS1844
 CS1844.The dynamic height is computed by dividing the NAVD 88
 CS1844.geopotential number by the normal gravity value computed on the
 CS1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1844.degrees latitude (g = 980.6199 gals.).
 CS1844
 CS1844.The modeled gravity was interpolated from observed gravity values.
 CS1844
 CS1844;                    North         East    Units  Estimated Accuracy
 CS1844;SPC TXNC     - 2,120,600.      739,910.      MT  (+/- 180 meters Scaled)
 CS1844
 CS1844                          SUPERSEDED SURVEY CONTROL
 CS1844
 CS1844  NGVD 29 (??/??/92)  162.206  (m)          532.17   (f) ADJ UNCH    1 2
 CS1844
 CS1844.Superseded values are not recommended for survey control.
 CS1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1844.See file dsdata.txt to determine how the superseded data were derived.
 CS1844
 CS1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB867248(NAD 83)
 CS1844_MARKER: DR = REFERENCE MARK DISK
 CS1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1844_SP_SET: CURB
 CS1844_STAMPING: GRAND NO 1 1947
 CS1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1844
 CS1844  HISTORY     - Date     Condition        Report By
 CS1844  HISTORY     - 1947     MONUMENTED       CGS
 CS1844  HISTORY     - 1952     GOOD             NGS
 CS1844  HISTORY     - 1966     GOOD             NGS
 CS1844  HISTORY     - 1979     GOOD             LOCENG
 CS1844  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1844
 CS1844                          STATION DESCRIPTION
 CS1844
 CS1844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1844'IN GRAND PRAIRIE.
 CS1844'AT GRAND PRAIRIE, ON THE LAWN OF THE CITY HALL, 62 FEET SOUTHEAST OF
 CS1844'THE SOUTHEAST CORNER OF THE CITY HALL, 42 FEET NORTH OF THE CENTER
 CS1844'LINE OF U.S. HIGHWAY 80, 14 FEET EAST OF A STREET LIGHT, 92.4 FEET
 CS1844'EAST OF TRIANGULATION STATION GRAND 1947, SET IN THE TOP OF THE NORTH
 CS1844'CONCRETE CURB OF U.S. HIGHWAY 80.
 CS1844
 CS1844                          STATION RECOVERY (1966)
 CS1844
 CS1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1844'RECOVERED IN GOOD CONDITION.
 CS1844
 CS1844                          STATION RECOVERY (1979)
 CS1844
 CS1844'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 CS1844'RECOVERED IN GOOD CONDITION.
 CS1844
 CS1844                          STATION RECOVERY (1986)
 CS1844
 CS1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1845 ***********************************************************************
 CS1845  DESIGNATION -  GRAND RM 2
 CS1845  PID         -  CS1845
 CS1845  STATE/COUNTY-  TX/DALLAS
 CS1845  USGS QUAD   -  ARLINGTON (1981)
 CS1845
 CS1845                         *CURRENT SURVEY CONTROL
 CS1845  ___________________________________________________________________
 CS1845* NAD 83(1986)-  32 44 43.     (N)    097 00 25.     (W)     SCALED    
 CS1845* NAVD 88     -       162.657  (meters)     533.65   (feet)  ADJUSTED  
 CS1845  ___________________________________________________________________
 CS1845  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CS1845  DYNAMIC HT  -         162.469 (meters)     533.03  (feet)  COMP
 CS1845  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 CS1845
 CS1845  VERT ORDER  -  FIRST     CLASS II
 CS1845
 CS1845.The horizontal coordinates were scaled from a topographic map and have
 CS1845.an estimated accuracy of +/- 6 seconds.
 CS1845
 CS1845.The orthometric height was determined by differential leveling
 CS1845.and adjusted by the National Geodetic Survey in June 1991..
 CS1845.WARNING-Repeat measurements at this control monument indicate possible
 CS1845.vertical movement.
 CS1845
 CS1845.The geoid height was determined by GEOID03.
 CS1845
 CS1845.The dynamic height is computed by dividing the NAVD 88
 CS1845.geopotential number by the normal gravity value computed on the
 CS1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1845.degrees latitude (g = 980.6199 gals.).
 CS1845
 CS1845.The modeled gravity was interpolated from observed gravity values.
 CS1845
 CS1845;                    North         East    Units  Estimated Accuracy
 CS1845;SPC TXNC     - 2,120,600.      739,910.      MT  (+/- 180 meters Scaled)
 CS1845
 CS1845                          SUPERSEDED SURVEY CONTROL
 CS1845
 CS1845  NGVD 29 (??/??/92)  162.671  (m)          533.70   (f) ADJ UNCH    1 2
 CS1845
 CS1845.Superseded values are not recommended for survey control.
 CS1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1845.See file dsdata.txt to determine how the superseded data were derived.
 CS1845
 CS1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB867248(NAD 83)
 CS1845_MARKER: DR = REFERENCE MARK DISK
 CS1845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1845_SP_SET: CONCRETE APRON
 CS1845_STAMPING: GRAND NO 2 1947
 CS1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1845
 CS1845  HISTORY     - Date     Condition        Report By
 CS1845  HISTORY     - 1947     MONUMENTED       CGS
 CS1845  HISTORY     - 1952     GOOD             NGS
 CS1845  HISTORY     - 1966     GOOD             NGS
 CS1845  HISTORY     - 1979     GOOD             LOCENG
 CS1845  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1845
 CS1845                          STATION DESCRIPTION
 CS1845
 CS1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1845'IN GRAND PRAIRIE.
 CS1845'AT GRAND PRAIRIE, ON THE LAWN OF THE CITY HALL, 12 FEET SOUTHWEST OF
 CS1845'THE NORTHWEST CORNER OF THE CITY HALL, LEVEL WITH THE GROUND, SET IN
 CS1845'THE TOP OF THE CONCRETE APRON AT THE BOTTOM OF THE CONCRETE STEPS
 CS1845'LEADING TO THE CITY HALL, IN THE SOUTHWEST CORNER OF THE CONCRETE
 CS1845'APRON, 100.2 FEET NORTH OF TRIANGULATION STATION GRAND 1947.
 CS1845
 CS1845                          STATION RECOVERY (1966)
 CS1845
 CS1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1845'RECOVERED IN GOOD CONDITION.
 CS1845
 CS1845                          STATION RECOVERY (1979)
 CS1845
 CS1845'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 CS1845'RECOVERED IN GOOD CONDITION.
 CS1845
 CS1845                          STATION RECOVERY (1986)
 CS1845
 CS1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1328 ***********************************************************************
 CR1328  DESIGNATION -  GRAND SALINE MUNICIPAL TANK
 CR1328  PID         -  CR1328
 CR1328  STATE/COUNTY-  TX/VAN ZANDT
 CR1328  USGS QUAD   -  GRAND SALINE (1981)
 CR1328
 CR1328                         *CURRENT SURVEY CONTROL
 CR1328  ___________________________________________________________________
 CR1328* NAD 83(1993)-  32 40 34.30116(N)    095 43 35.01493(W)     ADJUSTED  
 CR1328* NAVD 88     -                                                        
 CR1328  ___________________________________________________________________
 CR1328  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 CR1328  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CR1328
 CR1328  HORZ ORDER  -  THIRD
 CR1328
 CR1328.The horizontal coordinates were established by classical geodetic methods
 CR1328.and adjusted by the National Geodetic Survey in February 1996..
 CR1328
 CR1328
 CR1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1328
 CR1328.The geoid height was determined by GEOID03.
 CR1328
 CR1328;                    North         East     Units Scale Factor Converg.
 CR1328;SPC TXNC     - 2,115,380.248   860,087.345   MT  0.99989396   +1 30 45.8
 CR1328;SPC TXNC     - 6,940,210.03  2,821,803.23   sFT  0.99989396   +1 30 45.8
 CR1328;UTM  15      - 3,618,676.255   244,344.933   MT  1.00040601   -1 28 21.9
 CR1328
 CR1328                          SUPERSEDED SURVEY CONTROL
 CR1328
 CR1328  NAD 83(1986)-  32 40 34.30811(N)    095 43 35.00090(W) AD(       ) 4
 CR1328  NAD 27      -  32 40 33.83700(N)    095 43 34.12900(W) AD(       ) 3
 CR1328
 CR1328.Superseded values are not recommended for survey control.
 CR1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1328.See file dsdata.txt to determine how the superseded data were derived.
 CR1328
 CR1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4434518676(NAD 83)
 CR1328_MARKER: 53 = ELEVATED TANK
 CR1328
 CR1328  HISTORY     - Date     Condition        Report By
 CR1328  HISTORY     - 1935     FIRST OBSERVED   CGS
 CR1328  HISTORY     - 1957     GOOD             CGS
 CR1328  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 CR1328
 CR1328                          STATION DESCRIPTION
 CR1328
 CR1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CR1328'THIS STATION IS THE MUNICIPAL TANK OF THE VILLAGE OF GRAND
 CR1328'SALINE, TEXAS.  IT IS ON LAND OWNED BY W.R. COLLIERS, ABOUT
 CR1328'0.25 MILE W OF THE CITY LIMITS OF GRAND SALINE AND ABOUT 375
 CR1328'FEET N OF U.S. HIGHWAY 80.  THE TANK WAS ERECTED IN 1919 AND
 CR1328'IS QUITE PROMINENT.
 CR1328'
 CR1328'THE TANK HAS FOUR I-BEAM LEGS ABOUT 50 FEET HIGH.  THE OVAL
 CR1328'SECTION EXTENDS DOWNWARD ABOUT 10 FEET.  THE VERTICAL SECTION IS
 CR1328'ABOUT 15 FEET HIGH.  THE TANK HAS NO ROOF.  THE TOTAL HEIGHT
 CR1328'IS ABOUT 65 FEET.  THE ENTIRE TANK IS BLACK IN COLOR.
 CR1328
 CR1328                          STATION RECOVERY (1957)
 CR1328
 CR1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1328'THE STATION IS LOCATED NEAR THE WEST EDGE OF GRAND SALINE.  IT
 CR1328'IS 0.15 MILE NORTH OF U.S. HIGHWAY 80 AND 30 FEET NORTH OF
 CR1328'A FENCE.  THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT
 CR1328'THE APEX AND IS SILVER IN COLOR.  IT IS SUPPORTED BY A 4
 CR1328'LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 75 FEET.
 CR1328'
 CR1328'THE BALL AT THE APEX OF THE ROOF WAS OBSERVED UPON.
 CR1328
 CR1328                          STATION RECOVERY (1995)
 CR1328
 CR1328'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0455 ***********************************************************************
 BQ0455  DESIGNATION -  GRANDE
 BQ0455  PID         -  BQ0455
 BQ0455  STATE/COUNTY-  TX/PRESIDIO
 BQ0455  USGS QUAD   -  QUINN CREEK (1979)
 BQ0455
 BQ0455                         *CURRENT SURVEY CONTROL
 BQ0455  ___________________________________________________________________
 BQ0455* NAD 83(1993)-  30 23 38.07958(N)    104 50 36.56184(W)     ADJUSTED  
 BQ0455* NAVD 88     -      1049.     (meters)    3442.     (feet)  SCALED    
 BQ0455  ___________________________________________________________________
 BQ0455  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BQ0455  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 BQ0455
 BQ0455  HORZ ORDER  -  FIRST
 BQ0455
 BQ0455.The horizontal coordinates were established by classical geodetic methods
 BQ0455.and adjusted by the National Geodetic Survey in February 1996..
 BQ0455
 BQ0455.The orthometric height was scaled from a topographic map.
 BQ0455
 BQ0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0455
 BQ0455.The geoid height was determined by GEOID03.
 BQ0455
 BQ0455;                    North         East     Units Scale Factor Converg.
 BQ0455;SPC TXSC     - 4,297,822.596    38,638.113   MT  1.00003381   -2 51 46.1
 BQ0455;SPC TXSC     -14,100,439.63    126,765.21   sFT  1.00003381   -2 51 46.1
 BQ0455;UTM  13      - 3,362,445.582   515,035.122   MT  0.99960279   +0 04 45.1
 BQ0455
 BQ0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0455!SPC TXSC     -   0.99983885  x   1.00003381  =   0.99987266
 BQ0455!UTM  13      -   0.99983885  x   0.99960279  =   0.99944171
 BQ0455
 BQ0455:                Primary Azimuth Mark                     Grid Az
 BQ0455:SPC TXSC     -  GRANDE AZ MK                             218 52 57.2
 BQ0455:UTM  13      -  GRANDE AZ MK                             215 56 26.0
 BQ0455
 BQ0455|---------------------------------------------------------------------|
 BQ0455| PID    Reference Object                     Distance      Geod. Az  |
 BQ0455|                                                           dddmmss.s |
 BQ0455| CH9461 GRANDE AZ MK                                       2160111.1 |
 BQ0455| CH9463 GRANDE RM 2                           9.850 METERS 23713     |
 BQ0455| CH9462 GRANDE RM 1                          12.830 METERS 31925     |
 BQ0455|---------------------------------------------------------------------|
 BQ0455
 BQ0455                          SUPERSEDED SURVEY CONTROL
 BQ0455
 BQ0455  NAD 83(1986)-  30 23 38.07693(N)    104 50 36.56508(W) AD(       ) 1
 BQ0455  NAD 27      -  30 23 37.54400(N)    104 50 34.80600(W) AD(       ) 1
 BQ0455
 BQ0455.Superseded values are not recommended for survey control.
 BQ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0455.See file dsdata.txt to determine how the superseded data were derived.
 BQ0455
 BQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP1503562446(NAD 83)
 BQ0455_MARKER: DS = TRIANGULATION STATION DISK
 BQ0455_SETTING: 80 = SET IN A BOULDER
 BQ0455_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 BQ0455
 BQ0455  HISTORY     - Date     Condition        Report By
 BQ0455  HISTORY     - 1934     MONUMENTED       CGS
 BQ0455  HISTORY     - 1972     GOOD             LOCSUR
 BQ0455
 BQ0455                          STATION DESCRIPTION
 BQ0455
 BQ0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0455'ABOUT 3 MILES SOUTH OF PROVENIR POST OFFICE, 20 MILES
 BQ0455'NORTH-NORTHWEST OF CANDELARIA, ABOUT 3/4 MILE WEST OF THE RIO
 BQ0455'GRANDE ON THE HIGHEST AND CENTRAL OF THREE NORTH AND SOUTH
 BQ0455'RIDGES.  THE RIDGE BREAKS SHARPLY TO THE EAST AND SLOPES MORE
 BQ0455'GENTLY TOWARD THE RIVER.  THERE IS A LOWER SERIES OF HILLS
 BQ0455'BETWEEN THIS RIDGE AND THE RIVER, WHICH CAN OCCASIONALLY BE SEEN
 BQ0455'THROUGH GAPS IN THESE HILLS, AND WHICH IS VISIBLE FOR SEVERAL
 BQ0455'MILES TO THE NORTH OF THE STATION.
 BQ0455'
 BQ0455'TO REACH FROM CANDELARIA, FOLLOW THE RIVER ROAD NORTH 23.6 MILES
 BQ0455'TO SEVERAL ADOBE HOUSES.  FROM THE GATE LEADING TO THESE HOUSES
 BQ0455'FOLLOW THE MAIN ROAD FOR 0.1 MILE TO FORKS, TAKE LEFT FORK FOR
 BQ0455'0.5 MILE, MAKE SHARP TURN TO THE LEFT AND FOLLOW ROAD UP VALLEY
 BQ0455'ALONG IRRIGATION DITCH FOR 1.5 MILES TO THE END OF TRUCK TRAVEL.
 BQ0455'STATION IS ABOUT 0.5 MILE FURTHER UP THE VALLEY, AND ON HIGHEST
 BQ0455'POINT OF THE RIDGE.  ABOUT A FORTY-MINUTE PACK.
 BQ0455'
 BQ0455'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BQ0455'SET AS DESCRIBED.  THERE
 BQ0455'IS NO UNDERGROUND MARK.
 BQ0455'
 BQ0455'REFERENCE MARK NO. 2 IS 15 FEET NORTHWEST OF THE RIM.
 BQ0455'
 BQ0455'AZIMUTH MARK IS APPROXIMATELY 3/4 MILE SOUTHWEST OF THE STATION,
 BQ0455'ON THE SAME RIDGE, 13 FEET FROM THE EDGE OF THE RIM AND 30
 BQ0455'FEET FROM THE HIGHEST POINT OF THE RIM IN THE VICINITY, AND
 BQ0455'FROM WHICH IT BEARS NORTH 35 DEG WEST.  THE MARK IS NEAR A
 BQ0455'THREE-FOOT ROCK CAIRN.
 BQ0455'
 BQ0455'A 4-FOOT STAND WAS ERECTED.
 BQ0455'
 BQ0455'HIGHEST POINT OF RAZOR-BACK RIDGE IN MEXICO ABOUT 10 MILES SOUTH.
 BQ0455
 BQ0455                          STATION RECOVERY (1972)
 BQ0455
 BQ0455'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (JNN)
 BQ0455'RECOVERED BY J.N. NEWTON LAND SURVEYING AND MAPPING
 BQ0455'
 BQ0455'GRANDE - 1934-GOOD
 BQ0455'
 BQ0455'GRANDE AZIMUTH-GOOD
 BQ0455'
 BQ0455'STATION IS LOCATED ABOUT 2 MILES S. 25 DEG E. FROM THE SMALL
 BQ0455'MEXICAN VILLAGE OF PILARES, MEXICO
 BQ0455'
 BQ0455'GRID AZIMUTH TO SPIRE ON TOP OF BAPTIST CHURCH (WHITE BUILDING)
 BQ0455'IN PILARES N 25 DEG 48 MIN W - 3RD ORDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1608 ***********************************************************************
 AE1608  DESIGNATION -  GRANDE RESET
 AE1608  PID         -  AE1608
 AE1608  STATE/COUNTY-  TX/STARR
 AE1608  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE1608
 AE1608                         *CURRENT SURVEY CONTROL
 AE1608  ___________________________________________________________________
 AE1608* NAD 83(1993)-  26 23 31.56426(N)    098 49 31.51452(W)     ADJUSTED  
 AE1608* NAVD 88     -        81.76   (+/-2cm)     268.2    (feet)  VERTCON   
 AE1608  ___________________________________________________________________
 AE1608  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AE1608  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AE1608
 AE1608  HORZ ORDER  -  FIRST
 AE1608  VERT ORDER  -  THIRD ? (See Below)
 AE1608
 AE1608.The horizontal coordinates were established by classical geodetic methods
 AE1608.and adjusted by the National Geodetic Survey in February 1996..
 AE1608
 AE1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1608.The vertical order pertains to the NGVD 29 superseded value.
 AE1608
 AE1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1608
 AE1608.The geoid height was determined by GEOID03.
 AE1608
 AE1608;                    North         East     Units Scale Factor Converg.
 AE1608;SPC TX S     - 5,080,415.167   267,530.173   MT  0.99995087   -0 08 51.9
 AE1608;SPC TX S     -16,667,995.43    877,721.91   sFT  0.99995087   -0 08 51.9
 AE1608;UTM  14      - 2,919,119.539   517,413.097   MT  0.99960374   +0 04 39.4
 AE1608
 AE1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1608!SPC TX S     -   0.99999087  x   0.99995087  =   0.99994174
 AE1608!UTM  14      -   0.99999087  x   0.99960374  =   0.99959461
 AE1608
 AE1608|---------------------------------------------------------------------|
 AE1608| PID    Reference Object                     Distance      Geod. Az  |
 AE1608|                                                           dddmmss.s |
 AE1608| CV3240 GRANDE RM                                          12904     |
 AE1608| AE0619 R 1080                               46.918 METERS 12956     |
 AE1608| AE1610 RIOGRANDE STANDPIPE                 APPROX. 2.3 KM 1460959.8 |
 AE1608| AE1607 RIOGRANDE METHODIST CHURCH STEEPLE  APPROX. 1.6 KM 1483218.0 |
 AE1608| AE1606 RIOGRANDE STARR CO CTHSE DOME       APPROX. 1.3 KM 1532245.1 |
 AE1608| AE1605 RIOGRANDE CATH CH STEEPLE           APPROX. 1.3 KM 1572528.2 |
 AE1608| AE1660 ROMA CATHOLIC CHURCH SPIRE          APPROX.19.2 KM 2744450.4 |
 AE1608| CV3241 GRANDE RM 3                           9.409 METERS 30928     |
 AE1608|---------------------------------------------------------------------|
 AE1608
 AE1608                          SUPERSEDED SURVEY CONTROL
 AE1608
 AE1608  NAD 83(1986)-  26 23 31.56606(N)    098 49 31.47339(W) AD(       ) 1
 AE1608  NAD 27      -  26 23 30.33063(N)    098 49 30.37460(W) AD(       ) 1
 AE1608  NGVD 29 (07/19/86)   81.81   (m)          268.4    (f) LEVELING    3  
 AE1608
 AE1608.Superseded values are not recommended for survey control.
 AE1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1608.See file dsdata.txt to determine how the superseded data were derived.
 AE1608
 AE1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1741319120(NAD 83)
 AE1608_MARKER: DS = TRIANGULATION STATION DISK
 AE1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1608
 AE1608  HISTORY     - Date     Condition        Report By
 AE1608  HISTORY     - 1969     MONUMENTED       CGS
 AE1608
 AE1608                          STATION DESCRIPTION
 AE1608
 AE1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AE1608'THE SURFACE STATION MARK WITH THE DISK GONE WAS FOUND TO BE
 AE1608'OVER THE UNDERGROUND MARK (NAIL SET IN CONCRETE) AND THE MONUMENT
 AE1608'OF REFERENCE MARK 2 WAS FOUND WITH THE DISK GONE.  THE SURFACE
 AE1608'STATION MARK WEIGHTS ABOUT 7 TO 8 HUNDRED POUNDS AND WAS
 AE1608'RAISED JUST ENOUGH TO BE SURE THAT IT WAS DIRECTLY OVER THE
 AE1608'UNDERGROUND POINT.  AT ANY TIME THIS MARK HAS TO BE MOVED IT
 AE1608'WILL TAKE EITHER JACKS OR A WINCH.  A NEW DISK WAS SET IN THE
 AE1608'MONUMENT OF REFERENCE MARK 2 AND A BENCH MARK FOUND IN THE
 AE1608'BASE OF A RADIO TOWER WAS USED AS A REFERENCE MARK.
 AE1608'LEVELS COULD NOT BE RAN FROM THIS BENCH MARK DUE TO A
 AE1608'LARGE METAL BOX DIRECTLY OVER IT.  A NEW DESCRIPTION
 AE1608'FOLLOWS.
 AE1608'
 AE1608'THE STATION IS LOCATED ON A BRUSH COVERED HILL ABOUT 1 MILE
 AE1608'NORTHWEST OF RIO GRANDE CITY, 154 FEET NORTHWEST OF THE BORDER
 AE1608'PATROL RADIO MAST, 144 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AE1608'A SMALL METAL BUILDING, 77 FEET EAST OF THE CENTERLINE OF A
 AE1608'TRACK ROAD, 67 FEET EAST OF A FENCE, 2 FEET NORTH OF A METAL
 AE1608'WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 AE1608'STAMPED GRANDE 1917 1969 (THE UNDERGROUND MARK IS
 AE1608'A NAIL SET IN CONCRETE)
 AE1608'
 AE1608'TO REACH THE STATION FROM THE INTERSECTION OF 3RD STREET AND
 AE1608'BRITTON AVE (1 BLOCK SOUTH OF THE STARR COUNTY COURTHOUSE),
 AE1608'GO NORTHWEST ON 3RD STREET FOR 0.8 MILE TO A T-ROAD AND A
 AE1608'CEMETERY.  TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR
 AE1608'0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT ON THE GRAVELED ROAD
 AE1608'AND GO EAST FOR 0.25 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT ON
 AE1608'THE TRACK ROAD AND GO SOUTH FOR 0.1 MILE TO THE STATION ON THE
 AE1608'LEFT.
 AE1608'
 AE1608'REFERENCE MARK 3 IS SET IN THE TOP OF A SQUARE CONCRETE POST
 AE1608'WHICH PROJECTS 3 INCHES AND THE DISK IS STAMPED GRANDE 1917
 AE1608'NO 3 1969.  IT IS 53 FEET EAST OF THE CENTERLINE OF THE ROAD,
 AE1608'43 FEET EAST OF THE FENCE AND 32 FEET NORTHWEST OF THE WITNESS
 AE1608'POST.
 AE1608'
 AE1608'R 1080 BM IS A STANDARD C AND GS BENCH MARK DISK STAMPED R 1080
 AE1608'1956 SET VERTICALLY IN THE CONCRETE BASE (NORTHWEST SIDE) OF
 AE1608'THE BORDER PATROL RADIO MAST.
 AE1608'
 AE1608'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AE1608'
 AE1608'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTHWEST
 AE1608'OF RIO GRANDE CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0722 ***********************************************************************
 AE0722  DESIGNATION -  GRANDE RM 1 RESET 1939
 AE0722  PID         -  AE0722
 AE0722  STATE/COUNTY-  TX/STARR
 AE0722  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0722
 AE0722                         *CURRENT SURVEY CONTROL
 AE0722  ___________________________________________________________________
 AE0722* NAD 83(1986)-  26 23 31.     (N)    098 49 31.     (W)     SCALED    
 AE0722* NAVD 88     -        81.161  (meters)     266.28   (feet)  ADJUSTED  
 AE0722  ___________________________________________________________________
 AE0722  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AE0722  DYNAMIC HT  -          81.027 (meters)     265.84  (feet)  COMP
 AE0722  MODELED GRAV-     979,000.6   (mgal)                       NAVD 88
 AE0722
 AE0722  VERT ORDER  -  SECOND    CLASS 0
 AE0722
 AE0722.The horizontal coordinates were scaled from a topographic map and have
 AE0722.an estimated accuracy of +/- 6 seconds.
 AE0722
 AE0722.The orthometric height was determined by differential leveling
 AE0722.and adjusted by the National Geodetic Survey in June 1991..
 AE0722
 AE0722.The geoid height was determined by GEOID03.
 AE0722
 AE0722.The dynamic height is computed by dividing the NAVD 88
 AE0722.geopotential number by the normal gravity value computed on the
 AE0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0722.degrees latitude (g = 980.6199 gals.).
 AE0722
 AE0722.The modeled gravity was interpolated from observed gravity values.
 AE0722
 AE0722;                    North         East    Units  Estimated Accuracy
 AE0722;SPC TX S     - 5,080,400.      267,540.      MT  (+/- 180 meters Scaled)
 AE0722
 AE0722                          SUPERSEDED SURVEY CONTROL
 AE0722
 AE0722  NGVD 29 (??/??/92)   81.208  (m)          266.43   (f) ADJ UNCH    2 0
 AE0722
 AE0722.Superseded values are not recommended for survey control.
 AE0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0722.See file dsdata.txt to determine how the superseded data were derived.
 AE0722
 AE0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ174191(NAD 83)
 AE0722_MARKER: DR = REFERENCE MARK DISK
 AE0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0722_STAMPING: GRANDE NO. 1 1917 RESET 1939
 AE0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0722+STABILITY: SURFACE MOTION
 AE0722
 AE0722  HISTORY     - Date     Condition        Report By
 AE0722  HISTORY     - 1939     MONUMENTED       CGS
 AE0722  HISTORY     - 1942     GOOD             NGS
 AE0722
 AE0722                          STATION DESCRIPTION
 AE0722
 AE0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0722'2.2 MI NW FROM RIO GRANDE CITY.
 AE0722'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY IN RIO GRANDE
 AE0722'CITY, PROCEED 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 83 TO THE
 AE0722'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY, THENCE 1.0 MILE
 AE0722'NORTHWESTERLY ALONG GRAVEL ROAD TO THE INTERSECTION OF A TRACK ROAD
 AE0722'LEADING EASTERLY, THENCE 0.3 MILE EASTERLY ALONG TRACK ROAD TO THE
 AE0722'CREST OF A SMALL HILL AND SITE OF REFERENCE MARK.  REFERENCE MARK IS
 AE0722'85.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0722'TRACK ROAD.  IT IS 31.0 FEET SOUTHEAST OF GRANDE TRIANGULATION
 AE0722'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0723 ***********************************************************************
 AE0723  DESIGNATION -  GRANDE RM 2 RESET 1939
 AE0723  PID         -  AE0723
 AE0723  STATE/COUNTY-  TX/STARR
 AE0723  USGS QUAD   -  RIO GRANDE CITY NORTH (1980)
 AE0723
 AE0723                         *CURRENT SURVEY CONTROL
 AE0723  ___________________________________________________________________
 AE0723* NAD 83(1986)-  26 23 31.     (N)    098 49 31.     (W)     SCALED    
 AE0723* NAVD 88     -        81.166  (meters)     266.29   (feet)  ADJUSTED  
 AE0723  ___________________________________________________________________
 AE0723  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AE0723  DYNAMIC HT  -          81.032 (meters)     265.85  (feet)  COMP
 AE0723  MODELED GRAV-     979,000.6   (mgal)                       NAVD 88
 AE0723
 AE0723  VERT ORDER  -  SECOND    CLASS 0
 AE0723
 AE0723.The horizontal coordinates were scaled from a topographic map and have
 AE0723.an estimated accuracy of +/- 6 seconds.
 AE0723
 AE0723.The orthometric height was determined by differential leveling
 AE0723.and adjusted by the National Geodetic Survey in June 1991..
 AE0723
 AE0723.The geoid height was determined by GEOID03.
 AE0723
 AE0723.The dynamic height is computed by dividing the NAVD 88
 AE0723.geopotential number by the normal gravity value computed on the
 AE0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0723.degrees latitude (g = 980.6199 gals.).
 AE0723
 AE0723.The modeled gravity was interpolated from observed gravity values.
 AE0723
 AE0723;                    North         East    Units  Estimated Accuracy
 AE0723;SPC TX S     - 5,080,400.      267,540.      MT  (+/- 180 meters Scaled)
 AE0723
 AE0723                          SUPERSEDED SURVEY CONTROL
 AE0723
 AE0723  NGVD 29 (??/??/92)   81.212  (m)          266.44   (f) ADJ UNCH    2 0
 AE0723
 AE0723.Superseded values are not recommended for survey control.
 AE0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0723.See file dsdata.txt to determine how the superseded data were derived.
 AE0723
 AE0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ174191(NAD 83)
 AE0723_MARKER: DR = REFERENCE MARK DISK
 AE0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0723_STAMPING: GRANDE NO. 2 1917 RESET 1939
 AE0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0723+STABILITY: SURFACE MOTION
 AE0723
 AE0723  HISTORY     - Date     Condition        Report By
 AE0723  HISTORY     - 1939     MONUMENTED       CGS
 AE0723  HISTORY     - 1942     GOOD             NGS
 AE0723
 AE0723                          STATION DESCRIPTION
 AE0723
 AE0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0723'2.2 MI NW FROM RIO GRANDE CITY.
 AE0723'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY IN RIO GRANDE
 AE0723'CITY, PROCEED 0.9 MILE WEST ALONG U.S. HIGHWAY NO. 83 TO THE
 AE0723'INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY, THENCE 1.0 MILE
 AE0723'NORTHWESTERLY ALONG GRAVEL ROAD TO THE INTERSECTION OF A TRACK ROAD
 AE0723'LEADING EASTERLY, THENCE 0.3 MILE EASTERLY ALONG TRACK ROAD TO THE
 AE0723'CREST OF A SMALL HILL AND SITE OF REFERENCE MARK.  REFERENCE MARK IS
 AE0723'89.4 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0723'TRACK ROAD.  IT IS 31.0 FEET NORTHWEST OF GRANDE TRIANGULATION
 AE0723'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3049 ***********************************************************************
 CS3049  DESIGNATION -  GRANDVIEW
 CS3049  PID         -  CS3049
 CS3049  STATE/COUNTY-  TX/JOHNSON
 CS3049  USGS QUAD   -  GRANDVIEW (1978)
 CS3049
 CS3049                         *CURRENT SURVEY CONTROL
 CS3049  ___________________________________________________________________
 CS3049* NAD 83(1993)-  32 16 17.72984(N)    097 10 48.89593(W)     ADJUSTED  
 CS3049* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 CS3049  ___________________________________________________________________
 CS3049  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 CS3049  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CS3049
 CS3049  HORZ ORDER  -  SECOND
 CS3049
 CS3049.The horizontal coordinates were established by classical geodetic methods
 CS3049.and adjusted by the National Geodetic Survey in February 1996..
 CS3049
 CS3049.The orthometric height was scaled from a topographic map.
 CS3049
 CS3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3049
 CS3049.The geoid height was determined by GEOID03.
 CS3049
 CS3049;                    North         East     Units Scale Factor Converg.
 CS3049;SPC TXNC     - 2,067,862.473   724,330.755   MT  0.99996458   +0 43 11.2
 CS3049;SPC TXNC     - 6,784,312.13  2,376,408.49   sFT  0.99996458   +0 43 11.2
 CS3049;UTM  14      - 3,571,993.735   671,389.106   MT  0.99996225   +0 58 18.7
 CS3049
 CS3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3049!SPC TXNC     -   0.99997052  x   0.99996458  =   0.99993510
 CS3049!UTM  14      -   0.99997052  x   0.99996225  =   0.99993277
 CS3049
 CS3049|---------------------------------------------------------------------|
 CS3049| PID    Reference Object                     Distance      Geod. Az  |
 CS3049|                                                           dddmmss.s |
 CS3049| CY1994 GRANDVIEW RM 1                       28.959 METERS 06037     |
 CS3049| CS3073 WACO FORT WORTH ARIWAY BCN 48       APPROX.10.1 KM 2545327.6 |
 CS3049| CY1993 GRANDVIEW AZ MK                                    2631554.2 |
 CS3049| CY1995 GRANDVIEW RM 2                       31.492 METERS 27859     |
 CS3049|---------------------------------------------------------------------|
 CS3049
 CS3049                          SUPERSEDED SURVEY CONTROL
 CS3049
 CS3049  NAD 83(1986)-  32 16 17.73603(N)    097 10 48.87611(W) AD(       ) 2
 CS3049  NAD 27      -  32 16 17.20900(N)    097 10 47.84000(W) AD(       ) 2
 CS3049
 CS3049.Superseded values are not recommended for survey control.
 CS3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3049.See file dsdata.txt to determine how the superseded data were derived.
 CS3049
 CS3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7138971994(NAD 83)
 CS3049_MARKER: DS = TRIANGULATION STATION DISK
 CS3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3049
 CS3049  HISTORY     - Date     Condition        Report By
 CS3049  HISTORY     - 1948     MONUMENTED       CGS
 CS3049  HISTORY     - 1953     GOOD             CGS
 CS3049  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 CS3049  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 CS3049
 CS3049                          STATION DESCRIPTION
 CS3049
 CS3049'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3049'THE STATION IS LOCATED IN THE TOWN OF GRANDVIEW, ON CITY
 CS3049'PROPERTY.  IT IS 56.5 FEET EAST-SOUTHEAST OF THE MUNICIPAL
 CS3049'STANDPIPE, 60 FEET WEST OF THE CENTERLINE OF A STREET, AND
 CS3049'31 FEET WEST-NORTHWEST OF A WITNESS POST AND A FENCE CORNER.
 CS3049'THE DISK IS STAMPED GRANDVIEW 1948 AND PROJECTS 2 INCHES.
 CS3049'
 CS3049'REFERENCE MARK NO. 1 IS 95.01 FEET NORTHEAST OF THE STATION,
 CS3049'16 FEET EAST OF THE CENTERLINE OF A STREET, AND 1.3 FEET
 CS3049'WEST OF A TIN COVERED SHED.  THE DISK IS STAMPED GRANDVIEW
 CS3049'NO 1 1948 AND PROJECTS 6 INCHES.
 CS3049'
 CS3049'REFERENCE MARK NO. 2 IS 103.32 FEET WEST OF THE STATION,
 CS3049'28 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 CS3049'BRICK BUILDING, 31 FEET EAST OF THE CENTERLINE OF A STREET,
 CS3049'AND 2 FEET SOUTH OF A POWER POLE.  THE DISK IS STAMPED GRANDVIEW
 CS3049'NO 2 1948 AND PROJECTS 6 INCHES.
 CS3049'
 CS3049'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE WEST OF THE
 CS3049'STATION, 18 FEET SOUTH OF THE CENTERLINE OF A ROAD, 2.5
 CS3049'FEET EAST OF A FENCE CORNER, AND 3 FEET NORTH OF A WITNESS
 CS3049'POST.  THE DISK IS STAMPED GRANDVIEW 1948 AND PROJECTS 6 INCHES.
 CS3049'
 CS3049'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 CS3049'TO THE RAILROAD STATION, TURN RIGHT ON FARM ROAD 110, AND
 CS3049'GO 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.1 MILE
 CS3049'TO A HOUSE ON THE RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
 CS3049'
 CS3049'AN 87 FOOT TOWER AT FILES CAN BE SEEN AT 50 FEET.
 CS3049'
 CS3049'A 47 FOOT TOWER AT ISLAND CAN BE SEEN AT 37 FEET.
 CS3049'
 CS3049'AN 87 FOOT TOWER AT PARKER CAN BE SEEN AT 37 FEET.
 CS3049'
 CS3049'A 47 FOOT TOWER AT ORCHARD CAN BE SEEN AT 37 FEET.
 CS3049'
 CS3049'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS3049
 CS3049                          STATION RECOVERY (1953)
 CS3049
 CS3049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3049'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3049'DESCRIBED.  THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION
 CS3049'AND IS REACHED BY GOING WEST ON THE FIRST ROAD NORTH OF THE
 CS3049'DEPOT, 0.2 MILE TO THE MARK AS DESCRIBED.
 CS3049
 CS3049                          STATION RECOVERY (1980)
 CS3049
 CS3049'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS3049'GRANDVIEW DID NOT LOCATE - STANDPIPE AREA NOW FENCED.
 CS3049'
 CS3049'DISTANCE AND DIRECTION FROM NEAREST TOWN--GRANDVIEW TX.
 CS3049
 CS3049                          STATION RECOVERY (1994)
 CS3049
 CS3049'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3048 ***********************************************************************
 CS3048  DESIGNATION -  GRANDVIEW MUNICIPAL STANDPIPE
 CS3048  PID         -  CS3048
 CS3048  STATE/COUNTY-  TX/JOHNSON
 CS3048  USGS QUAD   -  GRANDVIEW (1978)
 CS3048
 CS3048                         *CURRENT SURVEY CONTROL
 CS3048  ___________________________________________________________________
 CS3048* NAD 83(1993)-  32 16 18.12763(N)    097 10 49.43716(W)     ADJUSTED  
 CS3048* NAVD 88     -                                                        
 CS3048  ___________________________________________________________________
 CS3048  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 CS3048  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CS3048
 CS3048  HORZ ORDER  -  THIRD
 CS3048
 CS3048.The horizontal coordinates were established by classical geodetic methods
 CS3048.and adjusted by the National Geodetic Survey in February 1996..
 CS3048
 CS3048
 CS3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3048
 CS3048.The geoid height was determined by GEOID03.
 CS3048
 CS3048;                    North         East     Units Scale Factor Converg.
 CS3048;SPC TXNC     - 2,067,874.547   724,316.439   MT  0.99996455   +0 43 10.9
 CS3048;SPC TXNC     - 6,784,351.74  2,376,361.52   sFT  0.99996455   +0 43 10.9
 CS3048;UTM  14      - 3,572,005.746   671,374.736   MT  0.99996219   +0 58 18.4
 CS3048
 CS3048                          SUPERSEDED SURVEY CONTROL
 CS3048
 CS3048  NAD 83(1986)-  32 16 18.13417(N)    097 10 49.41761(W) AD(       ) 4
 CS3048  NAD 27      -  32 16 17.60400(N)    097 10 48.38000(W) AD(       ) 3
 CS3048
 CS3048.Superseded values are not recommended for survey control.
 CS3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3048.See file dsdata.txt to determine how the superseded data were derived.
 CS3048
 CS3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7137572006(NAD 83)
 CS3048_MARKER: 52 = STANDPIPE TANK
 CS3048
 CS3048  HISTORY     - Date     Condition        Report By
 CS3048  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS3048  HISTORY     - 1953     GOOD             CGS
 CS3048  HISTORY     - 19910413 GOOD             USPSQD
 CS3048  HISTORY     - 19940330 GOOD             USPSQD
 CS3048
 CS3048                          STATION DESCRIPTION
 CS3048
 CS3048'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS3048'THE STATION IS A LARGE WHITE STAND PIPE, 12 FEET IN DIAMETER
 CS3048'AND 100 FEET HIGH.  IT IS LOCATED IN THE TOWN OF GRANDVIEW,
 CS3048'3 BLOCKS NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 CS3048'ROAD 110.
 CS3048'
 CS3048'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STAND PIPE.
 CS3048
 CS3048                          STATION RECOVERY (1953)
 CS3048
 CS3048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3048'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS3048
 CS3048                          STATION RECOVERY (1991)
 CS3048
 CS3048'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS3048'RECOVERED IN GOOD CONDITION.
 CS3048
 CS3048                          STATION RECOVERY (1994)
 CS3048
 CS3048'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1066 ***********************************************************************
 CR1066  DESIGNATION -  GRANGER
 CR1066  PID         -  CR1066
 CR1066  STATE/COUNTY-  TX/HARRISON
 CR1066  USGS QUAD   -  SCOTTSVILLE (1978)
 CR1066
 CR1066                         *CURRENT SURVEY CONTROL
 CR1066  ___________________________________________________________________
 CR1066* NAD 83(1993)-  32 30 49.87800(N)    094 13 22.64555(W)     ADJUSTED  
 CR1066* NAVD 88     -       121.     (meters)     397.     (feet)  SCALED    
 CR1066  ___________________________________________________________________
 CR1066  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 CR1066  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CR1066
 CR1066  HORZ ORDER  -  FIRST
 CR1066
 CR1066.The horizontal coordinates were established by classical geodetic methods
 CR1066.and adjusted by the National Geodetic Survey in February 1996..
 CR1066
 CR1066.The orthometric height was scaled from a topographic map.
 CR1066
 CR1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1066
 CR1066.The geoid height was determined by GEOID03.
 CR1066
 CR1066;                    North         East     Units Scale Factor Converg.
 CR1066;SPC TXNC     - 2,102,124.397 1,001,736.384   MT  0.99991637   +2 19 57.6
 CR1066;SPC TXNC     - 6,896,719.79  3,286,530.12   sFT  0.99991637   +2 19 57.6
 CR1066;UTM  15      - 3,598,053.959   385,130.331   MT  0.99976271   -0 39 26.7
 CR1066
 CR1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1066!SPC TXNC     -   0.99998512  x   0.99991637  =   0.99990150
 CR1066!UTM  15      -   0.99998512  x   0.99976271  =   0.99974784
 CR1066
 CR1066|---------------------------------------------------------------------|
 CR1066| PID    Reference Object                     Distance      Geod. Az  |
 CR1066|                                                           dddmmss.s |
 CR1066| CX5913 GRANGER RM 1                         26.415 METERS 05845     |
 CR1066| CX5914 GRANGER RM 2                         32.748 METERS 27413     |
 CR1066| CX5912 GRANGER AZ MK                                      2814531.9 |
 CR1066|---------------------------------------------------------------------|
 CR1066
 CR1066                          SUPERSEDED SURVEY CONTROL
 CR1066
 CR1066  NAD 83(1993)-  32 30 49.88653(N)    094 13 22.63564(W) AD(       ) 1
 CR1066  NAD 83(1986)-  32 30 49.88726(N)    094 13 22.63626(W) AD(       ) 1
 CR1066  NAD 27      -  32 30 49.34090(N)    094 13 21.94620(W) AD(       ) 1
 CR1066
 CR1066.Superseded values are not recommended for survey control.
 CR1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1066.See file dsdata.txt to determine how the superseded data were derived.
 CR1066
 CR1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR8513098054(NAD 83)
 CR1066_MARKER: DS = TRIANGULATION STATION DISK
 CR1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1066
 CR1066  HISTORY     - Date     Condition        Report By
 CR1066  HISTORY     - 1950     MONUMENTED       CGS
 CR1066  HISTORY     - 1956     GOOD             CGS
 CR1066  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR1066
 CR1066                          STATION DESCRIPTION
 CR1066
 CR1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1066'STATION IS LOCATED ABOUT 10 MILES WEST NORTHWEST OF WASKOM
 CR1066'AND 9 MILES EAST SOUTHEAST OF MARSHALL ON THE RIGHT OF WAY OF
 CR1066'U.S. HIGHWAY 80.  STATION IS 96 FEET WEST OF THE APPROXIMATE
 CR1066'CENTERLINE OF DRIVEWAY, 65 FEET NORTH OF THE CENTERLINE OF
 CR1066'HIGHWAY, 37 FEET SOUTH OF FENCE AND 5 FEET EAST SOUTHEAST
 CR1066'OF WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 CR1066'DISK IS STAMPED GRANGER 1950.
 CR1066'
 CR1066'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF FENCECORNER, 4 FEET
 CR1066'WEST OF FENCE AND 3 FEET SOUTHWEST OF LARGE TREE.  THE MARK
 CR1066'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED GRANGER NO
 CR1066'1 1950.
 CR1066'
 CR1066'REFERENCE MARK NO. 2 IS 48 FEET NORTH OF THE CENTERLINE OF
 CR1066'HIGHWAY.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 CR1066'STAMPED GRANGER NO 2 1950.
 CR1066'
 CR1066'AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 CR1066'AND 3 FEET NORTH NORTHEAST OF WITNESS POST.  THE MARK PROJECTS
 CR1066'ABOUT 6 INCHES AND THE DISK IS STAMPED GRANGER 1950.
 CR1066'
 CR1066'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 80 IN
 CR1066'THE NORTHEAST PART OF MARSHALL GO EASTERLY ON U.S. HIGHWAY
 CR1066'80 FOR 7.15 MILES TO AZIMUTH MARK ON RIGHT OR SOUTH SIDE OF
 CR1066'HIGHWAY AS DESCRIBED.  CONTINUE EAST FOR 0.65 MILE TO STATION
 CR1066'ON LEFT OR NORTH SIDE OF HIGHWAY AS DESCRIBED.
 CR1066'
 CR1066'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1066
 CR1066                          STATION RECOVERY (1956)
 CR1066
 CR1066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1066'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 CR1066'CONDITION AS DESCRIBED.  THE AZIMUTH MARKER WAS NOT RECOVERED.
 CR1066'
 CR1066'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1066
 CR1066                          STATION RECOVERY (1998)
 CR1066
 CR1066'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0854 ***********************************************************************
 BM0854  DESIGNATION -  GRANGER WATER TANK
 BM0854  PID         -  BM0854
 BM0854  STATE/COUNTY-  TX/WILLIAMSON
 BM0854  USGS QUAD   -  GRANGER (1988)
 BM0854
 BM0854                         *CURRENT SURVEY CONTROL
 BM0854  ___________________________________________________________________
 BM0854* NAD 83(1993)-  30 43 15.11956(N)    097 26 38.80786(W)     ADJUSTED  
 BM0854* NAVD 88     -                                                        
 BM0854  ___________________________________________________________________
 BM0854  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BM0854  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BM0854
 BM0854  HORZ ORDER  -  THIRD
 BM0854
 BM0854.The horizontal coordinates were established by classical geodetic methods
 BM0854.and adjusted by the National Geodetic Survey in February 1996..
 BM0854
 BM0854
 BM0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0854
 BM0854.The geoid height was determined by GEOID03.
 BM0854
 BM0854;                    North         East     Units Scale Factor Converg.
 BM0854;SPC TX C     - 3,120,456.576   976,672.763   MT  0.99989366   +1 29 17.2
 BM0854;SPC TX C     -10,237,697.95  3,204,300.56   sFT  0.99989366   +1 29 17.2
 BM0854;UTM  14      - 3,399,701.083   648,974.087   MT  0.99987378   +0 47 41.9
 BM0854
 BM0854                          SUPERSEDED SURVEY CONTROL
 BM0854
 BM0854  NAD 83(1986)-  30 43 15.12360(N)    097 26 38.79322(W) AD(       ) 4
 BM0854  NAD 27      -  30 43 14.45000(N)    097 26 37.78000(W) AD(       ) 3
 BM0854
 BM0854.Superseded values are not recommended for survey control.
 BM0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0854.See file dsdata.txt to determine how the superseded data were derived.
 BM0854
 BM0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU4897499701(NAD 83)
 BM0854_MARKER: 53 = ELEVATED TANK
 BM0854
 BM0854  HISTORY     - Date     Condition        Report By
 BM0854  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0854  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0854
 BM0854                          STATION DESCRIPTION
 BM0854
 BM0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0854'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY WATER
 BM0854'SUPPLY, LOCATED ON THE N SIDE OF TOWN, ABOUT 2 BLOCKS NE OF THE
 BM0854'RAILROAD STATION, AND 1 BLOCK N OF STATE HIGHWAY 95.  IT IS A
 BM0854'FOUR-LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH, PAINTED BLACK
 BM0854'WITH WHITE LETTERING GRANGER PAINTED ON THE N AND S SIDES.
 BM0854'POINT OBSERVED UPON WAS THE FINIAL ON THE APEX OF THE ROOF.
 BM0854
 BM0854                          STATION RECOVERY (1990)
 BM0854
 BM0854'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2261 ***********************************************************************
 AN2261  DESIGNATION -  GRANGERVILLE CLUB HOUSE CHIM
 AN2261  PID         -  AN2261
 AN2261  STATE/COUNTY-  TX/MATAGORDA
 AN2261  USGS QUAD   -  DECROS POINT (1973)
 AN2261
 AN2261                         *CURRENT SURVEY CONTROL
 AN2261  ___________________________________________________________________
 AN2261* NAD 83(1993)-  28 27 20.36364(N)    096 17 31.94239(W)     ADJUSTED  
 AN2261* NAVD 88     -                                                        
 AN2261  ___________________________________________________________________
 AN2261  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AN2261  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AN2261
 AN2261  HORZ ORDER  -  THIRD
 AN2261
 AN2261.The horizontal coordinates were established by classical geodetic methods
 AN2261.and adjusted by the National Geodetic Survey in February 1996..
 AN2261
 AN2261
 AN2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2261
 AN2261.The geoid height was determined by GEOID03.
 AN2261
 AN2261;                    North         East     Units Scale Factor Converg.
 AN2261;SPC TXSC     - 4,072,042.719   865,185.903   MT  0.99998003   +1 19 35.7
 AN2261;SPC TXSC     -13,359,693.49  2,838,530.75   sFT  0.99998003   +1 19 35.7
 AN2261;UTM  14      - 3,150,666.409   765,163.081   MT  1.00046784   +1 17 27.5
 AN2261
 AN2261                          SUPERSEDED SURVEY CONTROL
 AN2261
 AN2261  NAD 83(1986)-  28 27 20.37051(N)    096 17 31.92403(W) AD(       ) 4
 AN2261  NAD 27      -  28 27 19.36000(N)    096 17 31.03000(W) AD(       ) 3
 AN2261
 AN2261.Superseded values are not recommended for survey control.
 AN2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2261.See file dsdata.txt to determine how the superseded data were derived.
 AN2261
 AN2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6516350666(NAD 83)
 AN2261_MARKER: 85 = CHIMNEY
 AN2261
 AN2261  HISTORY     - Date     Condition        Report By
 AN2261  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2261
 AN2261                          STATION DESCRIPTION
 AN2261
 AN2261'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3195 ***********************************************************************
 CS3195  PACS        -  This is a Primary Airport Control Station.
 CS3195  DESIGNATION -  GRANPORT
 CS3195  PID         -  CS3195
 CS3195  STATE/COUNTY-  TX/HOOD
 CS3195  USGS QUAD   -  GRANBURY (1979)
 CS3195
 CS3195                         *CURRENT SURVEY CONTROL
 CS3195  ___________________________________________________________________
 CS3195* NAD 83(1993)-  32 26 35.75837(N)    097 48 56.63453(W)     ADJUSTED  
 CS3195* NAVD 88     -       234.70   (meters)     770.0    (feet)  GPS OBS   
 CS3195  ___________________________________________________________________
 CS3195  X           -    -732,704.412 (meters)                     COMP
 CS3195  Y           -  -5,337,971.912 (meters)                     COMP
 CS3195  Z           -   3,402,126.047 (meters)                     COMP
 CS3195  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CS3195  ELLIP HEIGHT-         206.44  (meters)          (10/24/00) GPS OBS
 CS3195  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CS3195
 CS3195  HORZ ORDER  -  B
 CS3195  ELLP ORDER  -  FOURTH    CLASS II
 CS3195
 CS3195.This mark is at Granbury Muni (F55) Airport (F55)
 CS3195
 CS3195.The horizontal coordinates were established by GPS observations
 CS3195.and adjusted by the National Geodetic Survey in February 1996..
 CS3195
 CS3195.The orthometric height was determined by GPS observations and a
 CS3195.high-resolution geoid model.
 CS3195
 CS3195.GPS derived orthometric heights for airport stations designated as
 CS3195.PACS or SACS are published to 2 decimal places.  This maintains
 CS3195.centimeter relative accuracy between the PACS and SACS.  It does
 CS3195.not indicate centimeter accuracy relative to other marks which are
 CS3195.part of the NAVD 88 network.
 CS3195
 CS3195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3195
 CS3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3195
 CS3195.The ellipsoidal height was determined by GPS observations
 CS3195.and is referenced to NAD 83.
 CS3195
 CS3195.The geoid height was determined by GEOID03.
 CS3195
 CS3195;                    North         East     Units Scale Factor Converg.
 CS3195;SPC TXNC     - 2,086,327.539   664,340.597   MT  0.99992859   +0 22 23.5
 CS3195;SPC TXNC     - 6,844,892.93  2,179,590.78   sFT  0.99992859   +0 22 23.5
 CS3195;UTM  14      - 3,590,187.378   611,322.350   MT  0.99975282   +0 38 07.4
 CS3195
 CS3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3195!SPC TXNC     -   0.99996759  x   0.99992859  =   0.99989618
 CS3195!UTM  14      -   0.99996759  x   0.99975282  =   0.99972042
 CS3195
 CS3195|---------------------------------------------------------------------|
 CS3195| PID    Reference Object                     Distance      Geod. Az  |
 CS3195|                                                           dddmmss.s |
 CS3195| CS3197 GRANPORT AZ MK                      313.850 METERS 15136     |
 CS3195| AB6629 F55 A                               446.262 METERS 3302917.6 |
 CS3195|---------------------------------------------------------------------|
 CS3195
 CS3195                          SUPERSEDED SURVEY CONTROL
 CS3195
 CS3195  ELLIP H (02/20/96)  206.48   (m)                       GP(       ) 1 1
 CS3195  NAD 83(1993)-  32 26 35.76408(N)    097 48 56.63859(W) AD(       ) 3
 CS3195  ELLIP H (02/16/96)  206.55   (m)                       GP(       ) 5 1
 CS3195  NAD 83(1986)-  32 26 35.76836(N)    097 48 56.62457(W) AD(       ) 3
 CS3195  NAD 27      -  32 26 35.28432(N)    097 48 55.52709(W) AD(       ) 3
 CS3195  NGVD 29 (12/08/88)  234.9    (m)          771.     (f) GPS OBS        
 CS3195
 CS3195.Superseded values are not recommended for survey control.
 CS3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3195.See file dsdata.txt to determine how the superseded data were derived.
 CS3195
 CS3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1132290187(NAD 83)
 CS3195_MARKER: I = METAL ROD
 CS3195_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3195_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3195_STAMPING: GRANPORT 1987
 CS3195_MARK LOGO: NGS   
 CS3195_PROJECTION: FLUSH
 CS3195_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS3195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3195+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS3195_ROD/PIPE-DEPTH: 7.0  meters
 CS3195_SLEEVE-DEPTH  : 1.0 meters
 CS3195
 CS3195  HISTORY     - Date     Condition        Report By
 CS3195  HISTORY     - 1987     MONUMENTED       NGS
 CS3195  HISTORY     - 19880303 GOOD
 CS3195  HISTORY     - 19950313 GOOD             NGS
 CS3195  HISTORY     - 20041023 GOOD             USPSQD
 CS3195  HISTORY     - 20051119 GOOD             USPSQD
 CS3195
 CS3195                          STATION DESCRIPTION
 CS3195
 CS3195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3195'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) WEST OF GRANBURY, AT THE
 CS3195'GRANBURY MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF GRANBURY C/O SAM
 CS3195'BALL 2304 WEST PEARL, GRANBURY TX 76048.  TELEPHONE
 CS3195'NUMBER817-573-9657.
 CS3195'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 377 AND
 CS3195'BUSINESS ROUTE 377 ON THE SOUTHWEST SIDE OF GRANBURY, GO NORTHEAST ON
 CS3195'BUSINESS ROUTE 377 FOR 0.4 KM (0.25 MI) TO THE AIRPORT ENTRANCE ROAD
 CS3195'ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.8 KM (0.50 MI) TO THE
 CS3195'EAST SIDE OF AN APRON AND THE AIRPORT OFFICE ON THE LEFT.  GO
 CS3195'SOUTHWEST ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO THE STATION ON
 CS3195'THEWEST SIDE OF THE APRON, NEAR A GAS PUMP.
 CS3195'THE STATION MARK IS SET 23.8 M (78.1 FT) EAST-NORTHEAST OF THE
 CS3195'NORTHEAST EDGE STRIPE OF THE RUNWAY, 22.4 M (73.5 FT) WEST OF THE
 CS3195'CENTER OF THE SOUTHWEST GAS PUMP, 14.3 M (46.9 FT) SOUTH-SOUTHEAST OF
 CS3195'THE CENTERLINE OF THE CONNECTOR, 10.3 M (33.8 FT) SOUTHWEST OF THE
 CS3195'SOUTHWEST SIDE OF THE APRON, 6.8 M (22.3 FT) EAST OF A ROUND
 CS3195'CONCRETECULVERT AND A WITNESS POST.
 CS3195'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3195'DESCRIBED BY B.L.L.
 CS3195
 CS3195                          STATION RECOVERY (1988)
 CS3195
 CS3195'RECOVERED 1988
 CS3195'RECOVERED IN GOOD CONDITION.
 CS3195
 CS3195                          STATION RECOVERY (1995)
 CS3195
 CS3195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS3195'THE STATION IS LOCATED 30.0 MI (48.3 KM) SOUTHWEST OF FORT WORTH, 25.0
 CS3195'MI (40.2 KM) NORTHEAST OF STEPHENVILLE, 1.25 MI (2.01 KM) WEST OF
 CS3195'GRANBURY AND AT THE GRANBURY MUNICIPAL AIRPORT IN THE GRASS MEDIAN
 CS3195'BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY.  OWNERSHIP--CITY OF
 CS3195'GRANBURY, 2304 WEST PEARL, GRANBURY, TX.  76048.  CITY MANAGER IS C.W.
 CS3195'SMITH, PHONE (817) 326-4601.  TO REACH THE STATION FROM THE JUNCTION
 CS3195'OF US HIGHWAY 377 AND BUSINESS ROUTE 377 ON THE SOUTHWEST SIDE OF
 CS3195'GRANBURY, GO NORTHEAST ON BUSINESS ROUTE 377 FOR 0.25 MI (0.40 KM) TO
 CS3195'THE AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT AND GO NORTHWEST ON
 CS3195'THE PAVED ENTRANCE ROAD FOR 0.5 MI (0.8 KM) TO THE EAST SIDE OF A
 CS3195'AIRPORT APRON AND THE OFFICE ON THE LEFT.  GO SOUTHWEST ACROSS THE
 CS3195'APRON FOR 0.1 MI (0.2 KM) TO THE STATION ON THE WEST SIDE OF THE APRON
 CS3195'NEAR A FUEL PUMP.  THE STATION IS 108.5 FT (33.1 M) EAST NORTHEAST OF
 CS3195'THE RUNWAY CENTER, 73.5 FT (22.4 M) WEST SOUTHWEST OF THE CENTER OF
 CS3195'THE SOUTHWEST FUEL PUMP, 45.7 FT (13.9 M) SOUTH SOUTHEAST OF THE
 CS3195'CENTERLINE OF THE TAXIWAY CONNECTOR, 34.8 FT (10.6 M) WEST SOUTHWEST
 CS3195'OF THE SOUTHWEST EDGE OF THE APRON AND 22.3 FT (6.8 M) EAST OF A
 CS3195'CONCRETE CULVERT AND WITNESS POST.  DRL. NOTE--ACTUAL ROD DEPTH IS
 CS3195'UNKNOWN.
 CS3195
 CS3195                          STATION RECOVERY (2004)
 CS3195
 CS3195'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CS3195'DESCRUOTION ADEQUATE
 CS3195
 CS3195                          STATION RECOVERY (2005)
 CS3195
 CS3195'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CS3195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3197 ***********************************************************************
 CS3197  SACS        -  This is a Secondary Airport Control Station.
 CS3197  DESIGNATION -  GRANPORT AZ MK
 CS3197  PID         -  CS3197
 CS3197  STATE/COUNTY-  TX/HOOD
 CS3197  USGS QUAD   -  GRANBURY (1979)
 CS3197
 CS3197                         *CURRENT SURVEY CONTROL
 CS3197  ___________________________________________________________________
 CS3197* NAD 83(1993)-  32 26 26.79646(N)    097 48 50.91888(W)     ADJUSTED  
 CS3197* NAVD 88     -       235.70   (meters)     773.3    (feet)  GPS OBS   
 CS3197  ___________________________________________________________________
 CS3197  X           -    -732,576.748 (meters)                     COMP
 CS3197  Y           -  -5,338,139.789 (meters)                     COMP
 CS3197  Z           -   3,401,893.608 (meters)                     COMP
 CS3197  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CS3197  ELLIP HEIGHT-         207.46  (meters)          (07/06/01) GPS OBS
 CS3197  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 CS3197
 CS3197  HORZ ORDER  -  FIRST
 CS3197  ELLP ORDER  -  FOURTH    CLASS I
 CS3197
 CS3197.This mark is at Granbury Muni (F55) Airport (F55)
 CS3197
 CS3197.The horizontal coordinates were established by GPS observations
 CS3197.and adjusted by the National Geodetic Survey in September 1996..
 CS3197
 CS3197.The orthometric height was determined by GPS observations and a
 CS3197.high-resolution geoid model.
 CS3197
 CS3197.GPS derived orthometric heights for airport stations designated as
 CS3197.PACS or SACS are published to 2 decimal places.  This maintains
 CS3197.centimeter relative accuracy between the PACS and SACS.  It does
 CS3197.not indicate centimeter accuracy relative to other marks which are
 CS3197.part of the NAVD 88 network.
 CS3197
 CS3197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS3197
 CS3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3197
 CS3197.The ellipsoidal height was determined by GPS observations
 CS3197.and is referenced to NAD 83.
 CS3197
 CS3197.The geoid height was determined by GEOID03.
 CS3197
 CS3197;                    North         East     Units Scale Factor Converg.
 CS3197;SPC TXNC     - 2,086,052.475   664,491.684   MT  0.99992905   +0 22 26.6
 CS3197;SPC TXNC     - 6,843,990.50  2,180,086.47   sFT  0.99992905   +0 22 26.6
 CS3197;UTM  14      - 3,589,913.056   611,474.667   MT  0.99975324   +0 38 10.3
 CS3197
 CS3197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3197!SPC TXNC     -   0.99996743  x   0.99992905  =   0.99989648
 CS3197!UTM  14      -   0.99996743  x   0.99975324  =   0.99972068
 CS3197
 CS3197|---------------------------------------------------------------------|
 CS3197| PID    Reference Object                     Distance      Geod. Az  |
 CS3197|                                                           dddmmss.s |
 CS3197| CS3195 GRANPORT                            313.850 METERS 33136     |
 CS3197|---------------------------------------------------------------------|
 CS3197
 CS3197                          SUPERSEDED SURVEY CONTROL
 CS3197
 CS3197  ELLIP H (09/06/96)  207.50   (m)                       GP(       ) 4 1
 CS3197  NAD 83(1993)-  32 26 26.80215(N)    097 48 50.92325(W) AD(       ) 3
 CS3197  ELLIP H (02/16/96)  207.56   (m)                       GP(       ) 5 1
 CS3197  NAD 83(1986)-  32 26 26.80643(N)    097 48 50.90923(W) AD(       ) 3
 CS3197  NAD 27      -  32 26 26.32215(N)    097 48 49.81196(W) AD(       ) 3
 CS3197  NGVD 29 (12/08/88)  235.9    (m)          774.     (f) GPS OBS        
 CS3197
 CS3197.Superseded values are not recommended for survey control.
 CS3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3197.See file dsdata.txt to determine how the superseded data were derived.
 CS3197
 CS3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1147589913(NAD 83)
 CS3197_MARKER: I = METAL ROD
 CS3197_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CS3197_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CS3197_STAMPING: GRANPORT AZ MK 1987
 CS3197_MARK LOGO: NGS   
 CS3197_PROJECTION: FLUSH
 CS3197_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS3197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS3197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3197+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 CS3197_ROD/PIPE-DEPTH: 2.0  meters
 CS3197_SLEEVE-DEPTH  : 1.0 meters
 CS3197
 CS3197  HISTORY     - Date     Condition        Report By
 CS3197  HISTORY     - 1987     MONUMENTED       NGS
 CS3197  HISTORY     - 19880303 GOOD
 CS3197  HISTORY     - 19950313 GOOD             NGS
 CS3197  HISTORY     - 20041023 GOOD             USPSQD
 CS3197  HISTORY     - 20051119 GOOD             USPSQD
 CS3197
 CS3197                          STATION DESCRIPTION
 CS3197
 CS3197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CS3197'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) WEST OF GRANBURY, AT THE
 CS3197'GRANBURY MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF GRANBURY C/O SAM
 CS3197'BALL 2304 WEST PEARL, GRANBURY, TX 76048. TELEPHONE
 CS3197'NUMBER817-573-9657.
 CS3197'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 377 AND
 CS3197'BUSINESS ROUTE 377 ON THE SOUTHWEST SIDE OF GRANBURY, GO NORTHEAST ON
 CS3197'BUSINESS ROUTE 377 FOR 0.4 KM (0.25 MI) TO THE AIRPORT ENTRANCE ROAD
 CS3197'ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.8 KM (0.50 MI) TO THE
 CS3197'EAST SIDE OF AN APRON AND THE AIRPORT OFFICE ON THE LEFT.  GO
 CS3197'SOUTHWEST ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO THE TAXIWAY
 CS3197'LEADING SOUTHEAST.  TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY FOR 0.3
 CS3197'KM (0.20 MI) TO THE MARK ON THE RIGHT, AT THE JUNCTION OF THE
 CS3197'TAXIWAYAND THE RUNWAY.
 CS3197'THE MARK IS SET 22.5 M (73.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 CS3197'RUNWAY, 13.7 M (44.9 FT) NORTH-NORTHWEST OF THE SOUTHERNLY TAXIWAY
 CS3197'CENTERLINE, 9.9 M (32.5 FT) EAST OF A TAXIWAY INDICATOR SIGN, AND
 CS3197'0.3M (1.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST.
 CS3197'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS3197'DESCRIBED BY V.L.F.
 CS3197
 CS3197                          STATION RECOVERY (1988)
 CS3197
 CS3197'RECOVERED 1988
 CS3197'RECOVERED IN GOOD CONDITION.
 CS3197
 CS3197                          STATION RECOVERY (1995)
 CS3197
 CS3197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CS3197'THE STATION IS LOCATED 30.0 MI (48.3 KM) SOUTHWEST OF FORT WORTH, 25.0
 CS3197'MI (40.2 KM) NORTHEAST OF STEPHENVILLE, 1.25 MI (2.01 KM) WEST OF
 CS3197'GRANBURY AND AT THE GRANBURY MUNICIPAL AIRPORT IN THE GRASS MEDIAN
 CS3197'BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY AT THE APPROACH END OF
 CS3197'RUNWAY 32.  OWNERSHIP--CITY OF GRANBURY, 2304 WEST PEARL, GRANBURY,
 CS3197'TX.  76048.  CITY MANAGER IS C.W.  SMITH, PHONE (817) 326-4601.  TO
 CS3197'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 377 AND BUSINESS
 CS3197'ROUTE 377 ON THE SOUTHWEST SIDE OF GRANBURY, GO NORTHEAST ON BUSINESS
 CS3197'ROUTE 377 FOR 0.25 MI (0.40 KM) TO THE AIRPORT ENTRANCE ROAD ON THE
 CS3197'LEFT, TURN LEFT AND GO NORTHWEST ON THE PAVED ENTRANCE ROAD FOR 0.5 MI
 CS3197'(0.8 KM) TO THE EAST SIDE OF A AIRPORT APRON AND THE OFFICE ON THE
 CS3197'LEFT.  GO SOUTHWEST (ALONG THE SOUTHEAST SIDE OF OFFICE AND HANGER)
 CS3197'FOR 0.1 MI (0.2 KM) TO A TAXIWAY, TURN LEFT AND GO SOUTHEAST ON THE
 CS3197'TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT AT THE JUCTION
 CS3197'OF THE RUNWAY AND TAXIWAY.  THE STATION IS 73.8 FT (22.5 M) EAST
 CS3197'NORTHEAST OF THE RUNWAY CENTER, 46.0 FT (14.0 M) NORTHWEST OF THE
 CS3197'TAXIWAY CENTER AND 32.5 FT (9.9 M) EAST SOUTHEAST OF A TAXIWAY
 CS3197'INDICATOR SIGN.  DRL.  THIS IS AN AIRPORT SAC STATION.
 CS3197
 CS3197                          STATION RECOVERY (2004)
 CS3197
 CS3197'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CS3197'DESCRIPTION IS ADEQUATE
 CS3197
 CS3197                          STATION RECOVERY (2005)
 CS3197
 CS3197'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CS3197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2799 ***********************************************************************
 AX2799  DESIGNATION -  GRANT
 AX2799  PID         -  AX2799
 AX2799  STATE/COUNTY-  TX/FAYETTE
 AX2799  USGS QUAD   -  LA GRANGE WEST (1981)
 AX2799
 AX2799                         *CURRENT SURVEY CONTROL
 AX2799  ___________________________________________________________________
 AX2799* NAD 83(1993)-  29 55 10.77230(N)    096 59 45.14487(W)     ADJUSTED  
 AX2799* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 AX2799  ___________________________________________________________________
 AX2799  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AX2799  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AX2799
 AX2799  HORZ ORDER  -  FIRST
 AX2799
 AX2799.The horizontal coordinates were established by classical geodetic methods
 AX2799.and adjusted by the National Geodetic Survey in February 1996..
 AX2799
 AX2799.The orthometric height was scaled from a topographic map.
 AX2799
 AX2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2799
 AX2799.The geoid height was determined by GEOID03.
 AX2799
 AX2799;                    North         East     Units Scale Factor Converg.
 AX2799;SPC TXSC     - 4,232,881.765   793,500.385   MT  0.99991517   +0 58 54.6
 AX2799;SPC TXSC     -13,887,379.59  2,603,342.51   sFT  0.99991517   +0 58 54.6
 AX2799;SPC TX C     - 3,032,881.235 1,022,248.624   MT  1.00005842   +1 43 08.4
 AX2799;SPC TX C     - 9,950,377.85  3,353,827.36   sFT  1.00005842   +1 43 08.4
 AX2799;UTM  14      - 3,311,571.112   693,468.831   MT  1.00006183   +0 59 59.8
 AX2799
 AX2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2799!SPC TXSC     -   0.99998566  x   0.99991517  =   0.99990083
 AX2799!SPC TX C     -   0.99998566  x   1.00005842  =   1.00004408
 AX2799!UTM  14      -   0.99998566  x   1.00006183  =   1.00004749
 AX2799
 AX2799|---------------------------------------------------------------------|
 AX2799| PID    Reference Object                     Distance      Geod. Az  |
 AX2799|                                                           dddmmss.s |
 AX2799| CV6840 SW COR OF HOUSE NR GRANT             36.300 METERS 05111     |
 AX2799| CV7227 GRANT AZ MK                                        1845848.1 |
 AX2799| CV7228 GRANT RM 1                           25.923 METERS 21548     |
 AX2799| CV7229 GRANT RM 2                           29.273 METERS 29833     |
 AX2799|---------------------------------------------------------------------|
 AX2799
 AX2799                          SUPERSEDED SURVEY CONTROL
 AX2799
 AX2799  NAD 83(1986)-  29 55 10.79086(N)    096 59 45.13298(W) AD(       ) 1
 AX2799  NAD 27      -  29 55 09.98300(N)    096 59 44.19300(W) AD(       ) 1
 AX2799
 AX2799.Superseded values are not recommended for survey control.
 AX2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2799.See file dsdata.txt to determine how the superseded data were derived.
 AX2799
 AX2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU9346911571(NAD 83)
 AX2799_MARKER: DS = TRIANGULATION STATION DISK
 AX2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2799
 AX2799  HISTORY     - Date     Condition        Report By
 AX2799  HISTORY     - 1943     MONUMENTED       CGS
 AX2799  HISTORY     - 1963     GOOD             CGS
 AX2799  HISTORY     - 1974     GOOD             NGS
 AX2799  HISTORY     - 19970607 GOOD             USPSQD
 AX2799
 AX2799                          STATION DESCRIPTION
 AX2799
 AX2799'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2799'STATION IS LOCATED ABOUT 7 MILES W OF LA GRANGE, 2 MILES
 AX2799'SW OF PLUM, AND 3.5 MILES SE OF WESTPOINT ON LAND OWNED
 AX2799'BY THE GRANT ESTATE.  STATION IS 14 PACES NORTHERLY FROM
 AX2799'A GATEPOST IN A FENCE LINE, 15 PACES E OF THE CENTER LINE
 AX2799'OF THE ROAD, AND 119 FEET SW OF THE SW CORNER OF THE HOUSE.
 AX2799'MARK IS STAMPED GRANT 1943 AND PROJECTS ABOUT 4 INCHES.
 AX2799'
 AX2799'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2799'DISKS SET IN CONCRETE.
 AX2799'
 AX2799'REFERENCE MARK NO. 1 IS 7 PACES W OF THE CENTER LINE OF
 AX2799'THE ROAD, 22 PACES N OF A GATEPOST, AND 1 FOOT W OF A FENCE
 AX2799'LINE.  MARK IS STAMPED GRANT NO. 1 1943 AND PROJECTS ABOUT
 AX2799'6 INCHES.
 AX2799'
 AX2799'REFERENCE MARK NO. 2 IS 7 PACES W OF THE CENTER LINE OF
 AX2799'THE ROAD, 9 PACES NE OF 2 OAK TREES, AND 1 FOOT W OF THE
 AX2799'FENCE LINE.  MARK IS STAMPED GRANT NO. 2 1943 AND PROJECTS
 AX2799'ABOUT 6 INCHES.
 AX2799'
 AX2799'AZIMUTH MARK IS 7 PACES NORTHEASTERLY FROM THE CENTER LINE
 AX2799'OF THE ROAD AND 150 FEET W OF THE T-INTERSECTION AND THE
 AX2799'4 MAIL BOXES.  MARK IS STAMPED GRANT 1943 AND PROJECTS ABOUT
 AX2799'3 INCHES.
 AX2799'
 AX2799'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 77 AND
 AX2799'TEXAS 71 IN LA GRANGE, GO W ON 71 FOR 6.2 MILES TO CROSS
 AX2799'ROAD IN PLUM, CONTINUE STRAIGHT AHEAD FOR 1.15 MILES TO A
 AX2799'SIDE ROAD LEFT, TURN LEFT AND GO 0.45 MILE TO A FORKS, TAKE
 AX2799'RIGHT FORK AND GO 0.6 MILE TO A SMALL GRAVEYARD ON THE RIGHT,
 AX2799'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A HOUSE ON THE LEFT
 AX2799'AND STATION.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A
 AX2799'T-INTERSECTION AND THEN TURN RIGHT AND GO 150 FEET TO THE
 AX2799'AZIMUTH MARK ON THE RIGHT.
 AX2799'
 AX2799'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX2799
 AX2799                          STATION RECOVERY (1963)
 AX2799
 AX2799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2799'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 AX2799'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK HAS BEEN
 AX2799'APPARENTLY COVERED BY SAND.
 AX2799'
 AX2799'DIRECTIONS FOR PROCEEDINGS TO STATION SITE ARE CORRECT.
 AX2799
 AX2799                          STATION RECOVERY (1974)
 AX2799
 AX2799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AX2799'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 AX2799'AZIMUTH MARK WERE RECOVERED AND APPEARED TO BE IN GOOD CONDITION,
 AX2799'BUT DIFFERENCES FOUND IN THE DISTANCES TO THE REFERENCE
 AX2799'MARKS AND IN THE HORIZONTAL ANGLE BETWEEN THEM INDICATED
 AX2799'THAT THE STATION MARK MAY HAVE BEEN DISTURBED.  THE SURFACE
 AX2799'STATION MARK WAS REMOVED AND FOUND TO BE ECCENTRIC .034 METER,
 AX2799'40 DEGREES TO THE RIGHT OF REFERENCE MARK NO. 1.  THE POSITION
 AX2799'OF THE UNDERGROUND STATION MARK WAS HELD AND THE MARK REMOVED.
 AX2799'A NEW UNDERGROUND STATION MARK WAS SET LOWER, AND THE SURFACE
 AX2799'STATION MARK WAS RE-STAMPED AND PLUMBED OVER IT.  THE
 AX2799'DISTANCES TO THE REFERENCE MARKS STILL DO NOT CHECK BY .037
 AX2799'AND .049 METER, AND THE HORIZONTAL ANGLE DIFFERS BY 21
 AX2799'MIN - 17 SEC.  THE AZIMUTH MARK WAS NOT OBSERVED DUE TO
 AX2799'TREES ON LINE.
 AX2799'
 AX2799'A NEW DESCRIPTION FOLLOWS--
 AX2799'
 AX2799'THE STATION IS LOCATED ABOUT 7 MILES WEST OF LA GRANGE, 2
 AX2799'MILES SOUTHWEST OF PLUM, AND 3.5 MILES SOUTHEAST OF WESTPOINT,
 AX2799'ALONG A GRADED COUNTRY ROAD.  THE STATION MARK IS ON PROPERTY
 AX2799'OWNED BY THE GRANT ESTATE, AND THE REFERENCE MARKS ARE WEST,
 AX2799'ACROSS THE ROAD FROM THE STATION MARK IN WOODED PASTURE
 AX2799'LAND OWNED BY MR. JOHN GIESE OF WESTPOINT.
 AX2799'
 AX2799'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AX2799'77 AND STATE HIGHWAY 71 IN LA GRANGE, GO WEST ON HIGHWAY
 AX2799'71 FOR 6.45 MILES TO THE CATHOLIC CHURCH ON THE LEFT IN
 AX2799'PLUM, CONTINUE WEST ON HIGHWAY 71 FOR 1.2 MILES TO A SIDE ROAD
 AX2799'ON THE LEFT, TURN LEFT AND FOLLOW THE GRADED COUNTY ROAD
 AX2799'1.15 MILES TO THE TOP OF THE HILL AND A SMALL CEMETERY ON
 AX2799'THE RIGHT, CONTINUE ON FOR 0.35 MILE TO A FIELD ENTRANCE ON
 AX2799'THE LEFT AND THE STATION AS DESCRIBED.
 AX2799'
 AX2799'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 AX2799'COUNTY ROAD 0.35 MILE TO A CROSSROAD AND THE MARK ON THE
 AX2799'RIGHT AS DESCRIBED.
 AX2799'
 AX2799'THE STATION MARK IS A STANDARD DISK STAMPED GRANT 1943 1974,
 AX2799'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AX2799'2-INCHES.  IT IS 179 FEET SOUTH OF A LONE OAK TREE WHICH IS
 AX2799'AT THE NORTH SIDE OF A GATE AND TRACK ROAD LEADING EAST
 AX2799'INTO A FIELD, 51 FEET EAST OF THE CENTER OF THE COUNTY ROAD,
 AX2799'1.5 FEET EAST OF A FENCE, AND 2.9 FEET SOUTHEAST OF A METAL
 AX2799'WITNESS POST.
 AX2799'
 AX2799'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GRANT NO 1
 AX2799'1943, SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 AX2799'12-INCHES.  IT IS 86 FEET SOUTHWEST OF THE METAL WITNESS
 AX2799'POST, 17 FEET WEST OF THE CENTER OF THE ROAD, AND 1.5 FEET
 AX2799'WEST OF A FENCE.
 AX2799'
 AX2799'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GRANT NO 2 1943,
 AX2799'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AX2799'10-INCHES.  IT IS 255 FEET SOUTH OF THE CENTER OF A GATE
 AX2799'AND TRACK ROAD LEADING WEST INTO WOODS, 94 FEET NORTHWEST
 AX2799'OF THE METAL WITNESS POST, 37 FEET SOUTHWEST OF THE CENTER
 AX2799'OF THE FIELD ENTRANCE LEADING EAST, 17 FEET WEST OF THE
 AX2799'CENTER OF THE COUNTY ROAD, AND 1 FOOT WEST OF A FENCE.
 AX2799'
 AX2799'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRANT 1943, SET
 AX2799'IN THE TOP OF A SQUARE CONCRETE MONUMENT 8-INCHES BELOW
 AX2799'THE SURFACE.  IT IS 191 FEET WEST OF THE CENTER OF THE CROSSROAD
 AX2799'INTERSECTION, 152 FEET WEST OF A FENCE CORNER, 19 FEET NORTH
 AX2799'OF THE CENTER OF ROAD, 0.5 FOOT SOUTH OF THE FENCE, AND
 AX2799'1.8 FEET WEST OF A METAL WITNESS POST.
 AX2799'
 AX2799'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 AX2799'MILES SW OF PLUM
 AX2799
 AX2799                          STATION RECOVERY (1997)
 AX2799
 AX2799'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2653 ***********************************************************************
 BY2653  DESIGNATION -  GRANT
 BY2653  PID         -  BY2653
 BY2653  STATE/COUNTY-  TX/ANGELINA
 BY2653  USGS QUAD   -  MANNING (1980)
 BY2653
 BY2653                         *CURRENT SURVEY CONTROL
 BY2653  ___________________________________________________________________
 BY2653* NAD 83(1993)-  31 12 17.93207(N)    094 37 30.44753(W)     ADJUSTED  
 BY2653* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 BY2653  ___________________________________________________________________
 BY2653  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BY2653  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BY2653
 BY2653  HORZ ORDER  -  SECOND
 BY2653
 BY2653.The horizontal coordinates were established by classical geodetic methods
 BY2653.and adjusted by the National Geodetic Survey in February 1996..
 BY2653
 BY2653.The orthometric height was scaled from a topographic map.
 BY2653
 BY2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2653
 BY2653.The geoid height was determined by GEOID03.
 BY2653
 BY2653;                    North         East     Units Scale Factor Converg.
 BY2653;SPC TX C     - 3,184,482.901 1,243,689.104   MT  0.99988803   +2 56 24.2
 BY2653;SPC TX C     -10,447,757.65  4,080,336.67   sFT  0.99988803   +2 56 24.2
 BY2653;UTM  15      - 3,453,457.114   345,178.949   MT  0.99989566   -0 50 31.7
 BY2653
 BY2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2653!SPC TX C     -   0.99999305  x   0.99988803  =   0.99988108
 BY2653!UTM  15      -   0.99999305  x   0.99989566  =   0.99988871
 BY2653
 BY2653|---------------------------------------------------------------------|
 BY2653| PID    Reference Object                     Distance      Geod. Az  |
 BY2653|                                                           dddmmss.s |
 BY2653| CV7652 GRANT RM 1                           29.780 METERS 09926     |
 BY2653| CV7653 GRANT RM 2                           27.606 METERS 29225     |
 BY2653| CV7651 GRANT AZ MK                                        3434121.5 |
 BY2653|---------------------------------------------------------------------|
 BY2653
 BY2653                          SUPERSEDED SURVEY CONTROL
 BY2653
 BY2653  NAD 83(1986)-  31 12 17.94330(N)    094 37 30.43649(W) AD(       ) 2
 BY2653  NAD 27      -  31 12 17.26100(N)    094 37 29.69300(W) AD(       ) 2
 BY2653
 BY2653.Superseded values are not recommended for survey control.
 BY2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2653.See file dsdata.txt to determine how the superseded data were derived.
 BY2653
 BY2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4517953457(NAD 83)
 BY2653_MARKER: DS = TRIANGULATION STATION DISK
 BY2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2653
 BY2653  HISTORY     - Date     Condition        Report By
 BY2653  HISTORY     - 1949     MONUMENTED       CGS
 BY2653
 BY2653                          STATION DESCRIPTION
 BY2653
 BY2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2653'THE STATION IS LOCATED ON TOP OF A LOW SANDY HILL ABOUT
 BY2653'11.1 MILES SOUTHEAST OF LUFKIN AND ABOUT 5.3 MILES SOUTHWEST
 BY2653'OF HUNTINGTON.  IT IS 11.5 FEET SOUTH OF A WOVEN WIRE FENCE
 BY2653'AND 63.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARM HOUSE.
 BY2653'IT IS ABOUT 14 INCHES UNDERGROUND AND IS STAMPED GRANT 1949.
 BY2653'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL AT ABOUT
 BY2653'THE SAME ELEVATION AS THE STATION MARK.  IT IS 1.5 FEET SOUTH
 BY2653'OF A WOVEN WIRE FENCE AND 31.0 FEET SOUTH OF THE SOUTHWEST
 BY2653'CORNER OF A MACHINE SHED.  IT IS SET FLUSH WITH THE GROUND
 BY2653'AND IS STAMPED GRANT NO 1 1949.
 BY2653'
 BY2653'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL ABOUT
 BY2653'2.0 FEET BELOW THE ELEVATION OF THE STATION MARK.  IT IS
 BY2653'1.0 FOOT SOUTH OF A WOVEN WIRE FENCE.  IT IS SET FLUSH WITH THE
 BY2653'GROUND AND IS STAMPED GRANT NO 2 1949.
 BY2653'
 BY2653'THE AZIMUTH MARK IS 1.5 FEET EAST OF A WOVEN WIRE FENCE,
 BY2653'3.0 FEET EAST-NORTHEAST OF A WITNESS POST, 12.0 FEET SOUTH
 BY2653'OF A FENCE CORNER, AND 27.0 FEET EAST OF THE CENTER OF A
 BY2653'GRADED DIRT ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED GRANT
 BY2653'1949.
 BY2653'
 BY2653'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 59 AND
 BY2653'U.S. HIGHWAY NO. 69 IN LUFKIN, GO LEFT ON U.S. HIGHWAY NO. 69
 BY2653'FOR 6.4 MILES TO THE JUNCTION OF FARM ROAD NO. 326.  TURN RIGHT
 BY2653'ON FARM ROAD NO. 326 AND GO 3.5 MILES TO A T ROAD LEFT, TURN
 BY2653'LEFT ON T ROAD AND GO 0.3 OF A MILE TO A T ROAD RIGHT, TURN
 BY2653'RIGHT ON T ROAD AND GO 2.3 MILES TO A T ROAD RIGHT JUST AFTER
 BY2653'CROSSING A SMALL WOODEN BRIDGE, TURN RIGHT ON T ROAD AND GO 0.6
 BY2653'OF A MILE TO A CATTLE GUARD AT ENTRANCE TO A FARM DRIVE ON THE
 BY2653'LEFT, GO LEFT ON FARM DRIVE FOR 0.1 MILE TO L.J. GRANTS HOME
 BY2653'AND STATION ON THE RIGHT.
 BY2653'
 BY2653'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON FARM
 BY2653'DRIVE FOR 0.1 MILE TO A DIRT ROAD, HERE TURN RIGHT ON DIRT
 BY2653'ROAD AND GO 0.25 MILE AND AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 BY2653'
 BY2653'A 113 FOOT SIGNAL AT STATION FAIRVIEW IS VISIBLE AT 64 FEET.
 BY2653'
 BY2653'A 100 FOOT SIGNAL AT STATION HUNTINGTON IS VISIBLE AT 37
 BY2653'FEET.
 BY2653'
 BY2653'A 74 FOOT SIGNAL AT STATION WOLF HILL IS VISIBLE AT 77 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0722 ***********************************************************************
 BY0722  DESIGNATION -  GRANVILLE
 BY0722  PID         -  BY0722
 BY0722  STATE/COUNTY-  TX/ANGELINA
 BY0722  USGS QUAD   -  KELTYS (1980)
 BY0722
 BY0722                         *CURRENT SURVEY CONTROL
 BY0722  ___________________________________________________________________
 BY0722* NAD 83(1993)-  31 16 56.71114(N)    094 50 56.11086(W)     ADJUSTED  
 BY0722* NAVD 88     -        81.99   (+/-2cm)     269.0    (feet)  VERTCON   
 BY0722  ___________________________________________________________________
 BY0722  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BY0722  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BY0722
 BY0722  HORZ ORDER  -  SECOND
 BY0722  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0722
 BY0722.The horizontal coordinates were established by classical geodetic methods
 BY0722.and adjusted by the National Geodetic Survey in February 1996..
 BY0722
 BY0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0722.The vertical order pertains to the NGVD 29 superseded value.
 BY0722
 BY0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0722
 BY0722.The geoid height was determined by GEOID03.
 BY0722
 BY0722;                    North         East     Units Scale Factor Converg.
 BY0722;SPC TX C     - 3,191,985.064 1,221,967.835   MT  0.99989372   +2 49 29.3
 BY0722;SPC TX C     -10,472,371.00  4,009,072.81   sFT  0.99989372   +2 49 29.3
 BY0722;UTM  15      - 3,462,376.702   323,999.080   MT  0.99998209   -0 57 37.1
 BY0722
 BY0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0722!SPC TX C     -   0.99999143  x   0.99989372  =   0.99988515
 BY0722!UTM  15      -   0.99999143  x   0.99998209  =   0.99997352
 BY0722
 BY0722:                Primary Azimuth Mark                     Grid Az
 BY0722:SPC TX C     -  UNION                                    048 21 30.6
 BY0722:UTM  15      -  UNION                                    052 08 37.0
 BY0722
 BY0722|---------------------------------------------------------------------|
 BY0722| PID    Reference Object                     Distance      Geod. Az  |
 BY0722|                                                           dddmmss.s |
 BY0722| BY2669 UNION                               APPROX. 9.0 KM 0511059.9 |
 BY0722| CV7655 GRANVILLE RM 1                       21.168 METERS 12654     |
 BY0722| BY2657 DIBOLL SOU LUMBER CO PWR STK        APPROX.12.1 KM 1512311.2 |
 BY0722| BY2658 DIBOLL SOU LUMBER CO TANK           APPROX.12.1 KM 1520259.7 |
 BY0722| CV7656 GRANVILLE RM 2                       23.656 METERS 23330     |
 BY0722| CV7654 GRANVILLE AZ MK                                    2390449.3 |
 BY0722|---------------------------------------------------------------------|
 BY0722
 BY0722                          SUPERSEDED SURVEY CONTROL
 BY0722
 BY0722  NAD 83(1986)-  31 16 56.72218(N)    094 50 56.09765(W) AD(       ) 2
 BY0722  NAD 27      -  31 16 56.05600(N)    094 50 55.34100(W) AD(       ) 2
 BY0722  NGVD 29 (??/??/92)   82.032  (m)          269.13   (f) ADJ UNCH    2 0
 BY0722
 BY0722.Superseded values are not recommended for survey control.
 BY0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0722.See file dsdata.txt to determine how the superseded data were derived.
 BY0722
 BY0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ2399962377(NAD 83)
 BY0722_MARKER: DD = SURVEY DISK
 BY0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0722_STAMPING: GRANVILLE
 BY0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0722+STABILITY: SURFACE MOTION
 BY0722
 BY0722  HISTORY     - Date     Condition        Report By
 BY0722  HISTORY     - 1949     MONUMENTED       USE
 BY0722  HISTORY     - 1948     GOOD             NGS
 BY0722  HISTORY     - 1958     GOOD             CGS
 BY0722  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0722
 BY0722                          STATION DESCRIPTION
 BY0722
 BY0722'DESCRIBED BY US ENGINEERS 1949 (RLE)
 BY0722'THE STATION IS LOCATED ABOUT 8.0 MILES AIRLINE SOUTHWEST OF LUFKIN
 BY0722'AND 1.0 MILE SOUTH OF STATE ROUTE NO 94 ON THE NORTH SIDE OF AN
 BY0722'EAST-WEST GRADED ROAD AND IN THE EAST END OF A SMALL CLEARING.
 BY0722'IT IS 73 FEET EAST OF A TRIANGULAR BLAZED 14 INCH PINE TREE,
 BY0722'45 FEET NORTH OF THE CENTER OF THE GRADED ROAD AND 2 FEET
 BY0722'SOUTHWEST OF WITNESS POST.  IT IS A U.S.E.D. STATION MARK
 BY0722'SET IN A 12 BY 12 INCH CONCRETE BLOCK SET FLUSH WITH THE
 BY0722'GROUND.  THE MARK IS STAMPED GRANVILLE AND SET FLUSH WITH THE
 BY0722'CONCRETE SURFACE.
 BY0722'
 BY0722'REFERENCE MARK NO 1 IS SOUTH-SOUTHEAST OF THE STATION, 20 FEET
 BY0722'SOUTH OF THE CENTER OF THE EAST-WEST ROAD.  IT IS STAMPED
 BY0722'GRANVILLE NO 1 1949 AND PROJECTS 3 INCHES.
 BY0722'
 BY0722'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 30 FEET NORTH
 BY0722'OF THE CENTER OF THE EAST-WEST ROAD AND 6 FEET SOUTHWEST OF THE
 BY0722'TRIANGULAR BLAZED 14 INCH PINE TREE.  IT IS STAMPED GRANVILLE
 BY0722'NO 2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 BY0722'
 BY0722'THE AZIMUTH MARK IS ABOUT 0.15 MILE SOUTHWEST OF THE STATION,
 BY0722'SET IN THE EDGE OF THE WOODS, 20 FEET SOUTH OF THE CENTER
 BY0722'OF THE EAST-WEST ROAD AND 2 FEET NORTH OF WITNESS POST.  IT
 BY0722'IS A U.S.E.D. STATION MARK SET IN A 12 BY 12 INCH CONCRETE
 BY0722'POST FLUSH WITH THE GROUND.  IT IS STAMPED AZIMUTH AND SET
 BY0722'FLUSH WITH THE CONCRETE SURFACE.  TO REACH FROM THE STATION,
 BY0722'GO WEST FOR 0.15 MILE TO THE MARK ON THE SOUTH SIDE
 BY0722'
 BY0722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 BY0722'AND STATE ROUTE 94 AT THE LUFKIN TRAILER FOUNDRY, GO WEST
 BY0722'ON STATE ROUTE 94 FOR 7.3 MILES TO CROSSROAD AND WHITE CHURCH
 BY0722'ON THE LEFT, TURN LEFT AND FOLLOW GRADED ROAD SOUTH-SOUTHWEST
 BY0722'FOR 1.45 MILES TO FORKS, BEAR RIGHT AND CONTINUE IN A
 BY0722'SOUTHWESTERLY DIRECTION FOR 0.45 MILE TO THE STATION ON THE RIGHT
 BY0722'IN EAST EDGE OF SMALL CLEARING.
 BY0722'
 BY0722'A 100 FOOT SIGNAL AT STATION RATCLIFF IS VISIBLE AT 77 FEET.
 BY0722'
 BY0722'AN 87 FOOT SIGNAL AT STATION CENTRAL IS VISIBLE AT 77 FEET
 BY0722'
 BY0722'A 100 FOOT SIGNAL AT STATION UNION IS VISIBLE AT 64 FEET.
 BY0722'
 BY0722'A 113 FOOT SIGNAL AT STATION FAIRVIEW IS VISIBLE AT 77 FEET.
 BY0722'
 BY0722'A 100 FOOT SIGNAL AT STATION WAKEFIELD IS VISIBLE AT 77 FEET.
 BY0722'
 BY0722'A 100 FOOT SIGNAL AT STATION SPIKE U.S.E.D. IS VISIBLE AT 64
 BY0722'FEET.
 BY0722'
 BY0722'A 100 FOOT SIGNAL AT STATION MT ZION IS VISIBLE AT 50 FEET.
 BY0722'
 BY0722'A 74 FOOT SIGNAL AT STATION APPLE U.S.E.D. IS VISIBLE AT
 BY0722'50 FEET
 BY0722'
 BY0722'A 113 FOOT SIGNAL AT STATION NOGALUS IS VISIBLE AT 50 FEET
 BY0722'
 BY0722'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BY0722
 BY0722                          STATION RECOVERY (1948)
 BY0722
 BY0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BY0722'9.65 MI SW FROM LUFKIN.
 BY0722'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0722'THENCE 0.3 MILE SOUTH ALONG U.S. HIGHWAY 59, THENCE 7.4 MILES WEST
 BY0722'ALONG STATE HIGHWAY 94, THENCE 1.4 MILES SOUTH ALONG A GRADED DIRT
 BY0722'ROAD, THENCE 0.45 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, IN A
 BY0722'CLEARING ON TOP OF A WOODED RIDGE, 72.2 FEET NORTHEAST OF A TRIANGULAR
 BY0722'BLAZED 12 INCH PINE TREE, 42.0 FEET NORTHWEST OF THE CENTER LINE OF
 BY0722'THE ROAD, 15.0 FEET NORTHEAST OF THE CENTER LINE OF A DIM TRAIL
 BY0722'LEADING NORTHWEST, 1.5 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE
 BY0722'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 BY0722
 BY0722                          STATION RECOVERY (1958)
 BY0722
 BY0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EJ)
 BY0722'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BY0722'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 BY0722'STATION SITE ARE CORRECT.
 BY0722
 BY0722                          STATION RECOVERY (1998)
 BY0722
 BY0722'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0642 ***********************************************************************
 BN0642  DESIGNATION -  GRAPE
 BN0642  PID         -  BN0642
 BN0642  STATE/COUNTY-  TX/GILLESPIE
 BN0642  USGS QUAD   -  ROCKY CREEK (1961)
 BN0642
 BN0642                         *CURRENT SURVEY CONTROL
 BN0642  ___________________________________________________________________
 BN0642* NAD 83(1993)-  30 18 46.18722(N)    098 36 02.32788(W)     ADJUSTED  
 BN0642* NAVD 88     -       570.     (meters)    1870.     (feet)  SCALED    
 BN0642  ___________________________________________________________________
 BN0642  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 BN0642  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 BN0642
 BN0642  HORZ ORDER  -  FIRST
 BN0642
 BN0642.The horizontal coordinates were established by classical geodetic methods
 BN0642.and adjusted by the National Geodetic Survey in February 1996..
 BN0642
 BN0642.The orthometric height was scaled from a topographic map.
 BN0642
 BN0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0642
 BN0642.The geoid height was determined by GEOID03.
 BN0642
 BN0642;                    North         East     Units Scale Factor Converg.
 BN0642;SPC TX C     - 3,072,929.433   866,639.155   MT  0.99995342   +0 53 32.8
 BN0642;SPC TX C     -10,081,769.31  2,843,298.63   sFT  0.99995342   +0 53 32.8
 BN0642;SPC TXSC     - 4,274,872.235   638,410.952   MT  1.00000865   +0 11 44.3
 BN0642;SPC TXSC     -14,025,143.32  2,094,519.93   sFT  1.00000865   +0 11 44.3
 BN0642;UTM  14      - 3,353,517.790   538,395.483   MT  0.99961819   +0 12 05.6
 BN0642
 BN0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0642!SPC TX C     -   0.99991409  x   0.99995342  =   0.99986751
 BN0642!SPC TXSC     -   0.99991409  x   1.00000865  =   0.99992274
 BN0642!UTM  14      -   0.99991409  x   0.99961819  =   0.99953231
 BN0642
 BN0642|---------------------------------------------------------------------|
 BN0642| PID    Reference Object                     Distance      Geod. Az  |
 BN0642|                                                           dddmmss.s |
 BN0642| CV4139 GRAPE RM 1                           15.203 METERS 10400     |
 BN0642| CV4140 GRAPE RM 2                           15.567 METERS 19643     |
 BN0642| CV4138 GRAPE AZ MK                                        2432520.3 |
 BN0642|---------------------------------------------------------------------|
 BN0642
 BN0642                          SUPERSEDED SURVEY CONTROL
 BN0642
 BN0642  NAD 83(1986)-  30 18 46.19756(N)    098 36 02.31323(W) AD(       ) 1
 BN0642  NAD 27      -  30 18 45.47980(N)    098 36 01.20250(W) AD(       ) 1
 BN0642
 BN0642.Superseded values are not recommended for survey control.
 BN0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0642.See file dsdata.txt to determine how the superseded data were derived.
 BN0642
 BN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU3839553518(NAD 83)
 BN0642_MARKER: DS = TRIANGULATION STATION DISK
 BN0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0642
 BN0642  HISTORY     - Date     Condition        Report By
 BN0642  HISTORY     - 1956     MONUMENTED       CGS
 BN0642  HISTORY     - 1964     GOOD             CGS
 BN0642  HISTORY     - 19930728 MARK NOT FOUND   USPSQD
 BN0642
 BN0642                          STATION DESCRIPTION
 BN0642
 BN0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0642'THE STATION IS ABOUT 6 MILES NORTHEAST OF STONEWALL, 2 MILES
 BN0642'SOUTH OF NORTH GRAPE CREEK, 1 MILE WEST OF THE GILLESPIE-BLANCO
 BN0642'COUNTY LINE, AND 4 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE
 BN0642'WITNESS POST.  IT IS ON THE NORTH EDGE OF A FLAT-TOPPED
 BN0642'HILL WHICH IS THE PROPERTY OF MR. PAUL NEBGEN.
 BN0642'
 BN0642'TO REACH THE STATION FROM THE POST OFFICE IN STONEWALL, GO
 BN0642'EASTERLY ON HARD SURFACED ROAD FOR 0.15 MILE, TURN LEFT,
 BN0642'CROSSING RIVER BED ON CONCRETE SLAB AND GO NORTHERLY ON
 BN0642'HARD SURFACED ROAD FOR 2.95 MILES TO A T-JUNCTION, TURN
 BN0642'RIGHT AND GO EAST FOR 2.15 MILES TO A FORK AND A TWO-STORY
 BN0642'BUILDING, TAKE THE RIGHT ROAD AND CONTINUE EASTERLY FOR
 BN0642'1.75 MILES TO A SIDE ROAD AND MAIL BOX ON THE LEFT, TURN
 BN0642'LEFT AND GO NORTH FOR 0.1 MILE TO A WOOD GATE, PASS THROUGH
 BN0642'THE GATE AND CONTINUE FOR 0.1 MILE TO THE AZIMUTH MARK ON
 BN0642'THE LEFT AS DESCRIBED, CONTINUE NORTH FOR 0.25 MILE TO A
 BN0642'WOOD GATE, TURN RIGHT JUST BEFORE PASSING THROUGH THE GATE
 BN0642'AND GO SOUTHEAST ACROSS PASTURE LAND FOR 0.3 MILE TO SOUTH
 BN0642'EDGE OF FIRST HILL, CONTINUE EAST AND NORTH FOR 0.1 MILE
 BN0642'TO THE SADDLE BETWEEN THE TWO HILLS AND THE END OF TRUCK
 BN0642'TRAVEL.  FROM THIS POINT, PACK EASTERLY FOR 0.3 MILE TO
 BN0642'TOP OF HILL AND THE STATION.  A FOUR-WHEEL TRUCK CAN
 BN0642'BE DRIVEN TO THE STATION.
 BN0642'
 BN0642'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 BN0642'GRAPE 1956.
 BN0642'
 BN0642'REFERENCE MARK 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BN0642'GRAPE NO 1 1956.
 BN0642'
 BN0642'REFERENCE MARK 2 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 BN0642'GRAPE NO 2 1956.
 BN0642'
 BN0642'THE AZIMUTH MARK IS 70 FEET WEST OF THE CENTER OF THE GRADED
 BN0642'ROAD AND 3 FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0642'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED GRAPE
 BN0642'1956.
 BN0642'
 BN0642'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 BN0642
 BN0642                          STATION RECOVERY (1964)
 BN0642
 BN0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 BN0642'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 BN0642'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 BN0642
 BN0642                          STATION RECOVERY (1993)
 BN0642
 BN0642'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1173 ***********************************************************************
 CA1173  DESIGNATION -  GRAPE
 CA1173  PID         -  CA1173
 CA1173  STATE/COUNTY-  TX/RUNNELS
 CA1173  USGS QUAD   -  BUFFALO BLUFF (1987)
 CA1173
 CA1173                         *CURRENT SURVEY CONTROL
 CA1173  ___________________________________________________________________
 CA1173* NAD 83(1993)-  31 43 01.80945(N)    099 45 46.80473(W)     ADJUSTED  
 CA1173* NAVD 88     -       575.6    (meters)    1888.     (feet)  VERTCON   
 CA1173  ___________________________________________________________________
 CA1173  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CA1173  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 CA1173
 CA1173  HORZ ORDER  -  SECOND
 CA1173
 CA1173.The horizontal coordinates were established by classical geodetic methods
 CA1173.and adjusted by the National Geodetic Survey in February 1996..
 CA1173
 CA1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1173
 CA1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1173
 CA1173.The geoid height was determined by GEOID03.
 CA1173
 CA1173;                    North         East     Units Scale Factor Converg.
 CA1173;SPC TX C     - 3,227,454.434   754,054.818   MT  0.99995959   +0 17 37.5
 CA1173;SPC TX C     -10,588,740.09  2,473,928.18   sFT  0.99995959   +0 17 37.5
 CA1173;UTM  14      - 3,509,339.807   427,709.134   MT  0.99966445   -0 24 04.1
 CA1173
 CA1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1173!SPC TX C     -   0.99991359  x   0.99995959  =   0.99987318
 CA1173!UTM  14      -   0.99991359  x   0.99966445  =   0.99957807
 CA1173
 CA1173|---------------------------------------------------------------------|
 CA1173| PID    Reference Object                     Distance      Geod. Az  |
 CA1173|                                                           dddmmss.s |
 CA1173| CV4142 GRAPE RM 2                           16.613 METERS 21737     |
 CA1173| CA1172 BUTTER                              APPROX. 8.9 KM 2833121.1 |
 CA1173| CV4141 GRAPE RM 1                           13.505 METERS 30927     |
 CA1173|---------------------------------------------------------------------|
 CA1173
 CA1173                          SUPERSEDED SURVEY CONTROL
 CA1173
 CA1173  NAD 83(1986)-  31 43 01.81674(N)    099 45 46.79055(W) AD(       ) 2
 CA1173  NAD 27      -  31 43 01.27909(N)    099 45 45.49940(W) AD(       ) 2
 CA1173  NGVD 29 (07/19/86)  575.5    (m)         1888.     (f) VERT ANG       
 CA1173
 CA1173.Superseded values are not recommended for survey control.
 CA1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1173.See file dsdata.txt to determine how the superseded data were derived.
 CA1173
 CA1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA2770909340(NAD 83)
 CA1173_MARKER: DD = SURVEY DISK
 CA1173_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1173+WITH SETTING: INFORMATION.
 CA1173_SP_SET: PREFABRICATED CONCRETE POST
 CA1173
 CA1173  HISTORY     - Date     Condition        Report By
 CA1173  HISTORY     - 1967     MONUMENTED       USGS
 CA1173
 CA1173                          STATION DESCRIPTION
 CA1173
 CA1173'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JW)
 CA1173'STATION IS LOCATED 1.6 MILES SOUTH AND 11.0 MILES EAST OF THE
 CA1173'BALLINGER COURTHOUSE.  ABOUT 4.25 MILES SOUTH AND 3.1 MILES
 CA1173'WEST OF THE TALPA VILLAGE, ON A LOW CALICHE KNOB, ABOUT 0.6
 CA1173'MILE SOUTH-SOUTHWEST OF OIL TANKS.
 CA1173'
 CA1173'TO REACH THE STATION FROM THE TALPA POST OFFICE, GO SOUTH
 CA1173'ON GRADED ROAD 0.5 MILES TO ROAD Y, TURN RIGHT (WEST AND SOUTH)
 CA1173'FOR 4.7 MILES TO A ROAD FORK.  (NOTE--CATTLEGUARD CROSSINGS
 CA1173'ARE AT 2.2 MILES, 4.45 MILES AND 4.5 MILES FROM THE ABOVE Y).
 CA1173'TAKE THE RIGHT FORK, CROSSING A CATTLEGUARD 0.1 MILE FROM FORK,
 CA1173'THENCE RIGHT FORK WEST AND NORTH FOR 0.7 MILE TO GATE.  PASS
 CA1173'THROUGH GATE AND CONTINUE NORTHWEST AND SOUTHWEST FOR 0.05
 CA1173'MILE TO GATE.  PASS THROUGH GATE AND CONTINUE 0.6 MILE TO
 CA1173'OIL TANKS ON RIGHT.  CONTINUE SOUTHWEST ALONG TRACK ROAD
 CA1173'AND ACROSS COUNTRY FOR 0.65 MILE TO A LOW CALICHE KNOB AND
 CA1173'THE STATION SITE.
 CA1173'
 CA1173'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1173'STEEL ROD DRIVEN TO POINT OF REFUSAL (4.0 FEET), CENTERED
 CA1173'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED
 CA1173'WITH CONCRETE.  THE TABLET IS SET FLUSH WITH THE GROUND
 CA1173'AND STAMPED GRAPE ET 1967.
 CA1173'
 CA1173'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMPED TO A
 CA1173'COPPER COATED STEEL ROD AND DRIVEN TO POINT OF REFUSAL
 CA1173'(3.5 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING
 CA1173'12 INCHES LONG, FILLED WITH CONCRETE.  THE TABLET IS SET
 CA1173'FLUSH WITH THE GROUND AND STAMPED GRAPE ET 1967 NO. 1.
 CA1173'
 CA1173'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CRIMPED TO A COPPER
 CA1173'COATED STEEL ROD AND DRIVEN TO POINT OF REFUSAL (3.5 FEET),
 CA1173'CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG,
 CA1173'FILLED WITH CONCRETE.  THE TABLET IS SET FLUSH WITH THE
 CA1173'GROUND AND STAMPED GRAPE ET 1967 NO. 2.
 CA1173'
 CA1173'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 CA1173'NO. 2 IS 71.27 FEET (21.727 METERS).
 CA1173'
 CA1173'STATION BUTTER ET, 5.5 MILES WEST-NORTHWEST.  BECK ET 6.8
 CA1173'MILES EAST-SOUTHEAST ARE VISIBLE FROM THE GROUND AND CAN
 CA1173'BE USED AS THE AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2894 ***********************************************************************
 CS2894  DESIGNATION -  GRAPE
 CS2894  PID         -  CS2894
 CS2894  STATE/COUNTY-  TX/TARRANT
 CS2894  USGS QUAD   -  GRAPEVINE (1981)
 CS2894
 CS2894                         *CURRENT SURVEY CONTROL
 CS2894  ___________________________________________________________________
 CS2894* NAD 83(1993)-  32 55 51.54351(N)    097 05 41.44904(W)     ADJUSTED  
 CS2894* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 CS2894  ___________________________________________________________________
 CS2894  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 CS2894  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CS2894
 CS2894  HORZ ORDER  -  SECOND
 CS2894
 CS2894.The horizontal coordinates were established by classical geodetic methods
 CS2894.and adjusted by the National Geodetic Survey in February 1996..
 CS2894
 CS2894.The orthometric height was scaled from a topographic map.
 CS2894
 CS2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2894
 CS2894.The geoid height was determined by GEOID03.
 CS2894
 CS2894;                    North         East     Units Scale Factor Converg.
 CS2894;SPC TXNC     - 2,141,078.533   731,397.842   MT  0.99987483   +0 45 58.9
 CS2894;SPC TXNC     - 7,024,521.82  2,399,594.42   sFT  0.99987483   +0 45 58.9
 CS2894;UTM  14      - 3,645,246.167   678,123.420   MT  0.99999122   +1 02 09.5
 CS2894
 CS2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2894!SPC TXNC     -   0.99997194  x   0.99987483  =   0.99984677
 CS2894!UTM  14      -   0.99997194  x   0.99999122  =   0.99996316
 CS2894
 CS2894|---------------------------------------------------------------------|
 CS2894| PID    Reference Object                     Distance      Geod. Az  |
 CS2894|                                                           dddmmss.s |
 CS2894| CY2001 GRAPE RM 2                           28.377 METERS 00757     |
 CS2894| CY1999 GRAPE AZ MK                                        0805210.2 |
 CS2894| CY2000 GRAPE RM 1                           38.679 METERS 08358     |
 CS2894| CS2893 RADIO STA WFAA WBAP TRANSM TWR      APPROX. 6.5 KM 1013010.9 |
 CS2894| CS2904 KARLICEK                            APPROX. 9.8 KM 2064032.3 |
 CS2894|---------------------------------------------------------------------|
 CS2894
 CS2894                          SUPERSEDED SURVEY CONTROL
 CS2894
 CS2894  NAD 83(1993)-  32 55 51.54578(N)    097 05 41.43517(W) AD(       ) 2
 CS2894  NAD 83(1986)-  32 55 51.54847(N)    097 05 41.43305(W) AD(       ) 2
 CS2894  NAD 27      -  32 55 51.09800(N)    097 05 40.39500(W) AD(       ) 2
 CS2894
 CS2894.Superseded values are not recommended for survey control.
 CS2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2894.See file dsdata.txt to determine how the superseded data were derived.
 CS2894
 CS2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7812345246(NAD 83)
 CS2894_MARKER: DS = TRIANGULATION STATION DISK
 CS2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2894
 CS2894  HISTORY     - Date     Condition        Report By
 CS2894  HISTORY     - 1947     MONUMENTED       CGS
 CS2894  HISTORY     - 1955     SEE DESCRIPTION  TXHD
 CS2894  HISTORY     - 1957     SEE DESCRIPTION  CGS
 CS2894  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS2894  HISTORY     - 1960     SEE DESCRIPTION  CGS
 CS2894
 CS2894                          STATION DESCRIPTION
 CS2894
 CS2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2894'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTHWEST OF GRAPEVINE,
 CS2894'ALONG THE SOUTH SIDE OF STATE ROUTE 121, 82 FEET EAST OF A
 CS2894'T FENCE CORNER, 42 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE
 CS2894'121 AND 7 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS
 CS2894'4 INCHES AND THE DISK IS STAMPED GRAPE 1947.
 CS2894'
 CS2894'REFERENCE MARK NO. 1 IS 126.90 FEET EAST OF THE STATION, 50
 CS2894'FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 121 AND 1 FOOT NORTH
 CS2894'OF THE FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 CS2894'IS STAMPED GRAPE 1947 NO 1.
 CS2894'
 CS2894'REFERENCE MARK NO. 2 IS 93.10 FEET NORTH AND ABOUT 5 FEET
 CS2894'HIGHER IN ELEVATION THAN STATION, 50 FEET NORTH OF THE CENTERLINE
 CS2894'OF STATE ROUTE 121, 5 FEET NORTHEAST OF POWER POLE NO. 40, ON
 CS2894'THE CUT BANK OF THE RAILROAD.  THE MARK PROJECTS 4 INCHES AND THE
 CS2894'DISK IS STAMPED GRAPE 1947 NO 2.
 CS2894'
 CS2894'AZIMUTH MARK IS ABOUT 0.45 MILE EAST OF THE STATION, 44 FEET SOUTH
 CS2894'OF THE CENTERLINE OF STATE ROUTE 121, 4 FEET NORTH OF THE
 CS2894'FENCELINE AND 3 FEET NORTH OF A WITNESS POST.  THE MARK
 CS2894'PROJECTS 8 INCHES AND THE DISK IS STAMPED GRAPE 1947.
 CS2894'
 CS2894'TO REACH FROM THE POST OFFICE IN GRAPEVINE, GO SOUTH 0.2 MILE,
 CS2894'TURN RIGHT (FOLLOWING ROUTE 121) FOR 0.2 MILE TO UNDERPASS,
 CS2894'CONTINUE FOR 0.4 MILE TO AZIMUTH MARK ON THE LEFT.  THENCE
 CS2894'WESTERLY FOR 0.45 MILE TO STATION ON THE LEFT.
 CS2894'
 CS2894'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2894
 CS2894                          STATION RECOVERY (1955)
 CS2894
 CS2894'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 CS2894'STATION HAS BEEN BROKEN OFF BY HIGHWAY MAINTENANCE FORCES.
 CS2894'R.M. 1 AND 2 IN GOOD CONDITION.
 CS2894
 CS2894                          STATION RECOVERY (1957)
 CS2894
 CS2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 CS2894'THE SITE OF THIS STATION WAS VISITED WITH THE FOLLOWING CONDITIONS
 CS2894'NOTED.  THE AZIMUTH MARK HAS BEEN PULLED OUT AND IS LOST.
 CS2894'THE SURFACE STATION MARK HAD BEEN SHEARED OFF BY HIGHWAY
 CS2894'GRADING EQUIPMENT.  THE TWO REFERENCE MARKS WERE RECOVERED
 CS2894'IN GOOD CONDITION.
 CS2894'
 CS2894'THE SUBSURFACE STATION MARK WAS RECOVERED AND A NEW UPPER MARK
 CS2894'WAS SET WITH THE TOP ABOUT 8 INCHES BELOW THE SURFACE OF THE
 CS2894'GROUND.  THE STATION IS NOW IN THE BOTTOM OF THE SOUTH GUTTER OF
 CS2894'THE HIGHWAY.  ALL ORIGINAL MEASUREMENTS STILL APPLY.
 CS2894'
 CS2894'THE UPPER MARK IS A STANDARD DISK STAMPED GRAPE 1947 1957
 CS2894'IN A CONCRETE BLOCK ABOUT 20 INCHES IN DIAMETER AND ABOUT 8
 CS2894'INCHES BELOW THE SURFACE OF THE GROUND.
 CS2894
 CS2894                          STATION RECOVERY (1958)
 CS2894
 CS2894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2894'STATION WAS SEARCHED FOR AND THE BASE WAS FOUND LAYING NEARBY.
 CS2894'THE DEPRESSION STILL CAN BE FOUND WHERE THE MARK WAS SET.
 CS2894
 CS2894                          STATION RECOVERY (1960)
 CS2894
 CS2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2894'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION AS
 CS2894'DESCRIBED.
 CS2894'
 CS2894'REFERENCE MARK NO. 1 HAS EITHER BEEN DUG UP OR COVERED UP.
 CS2894'STATION COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1135 ***********************************************************************
 CU1135  DESIGNATION -  GRAPE
 CU1135  PID         -  CU1135
 CU1135  STATE/COUNTY-  TX/BORDEN
 CU1135  USGS QUAD   -  HOLLOWAY CANYON (1969)
 CU1135
 CU1135                         *CURRENT SURVEY CONTROL
 CU1135  ___________________________________________________________________
 CU1135* NAD 83(1993)-  32 46 08.63974(N)    101 32 36.55947(W)     ADJUSTED  
 CU1135* NAVD 88     -       796.     (meters)    2612.     (feet)  SCALED    
 CU1135  ___________________________________________________________________
 CU1135  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 CU1135  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 CU1135
 CU1135  HORZ ORDER  -  SECOND
 CU1135
 CU1135.The horizontal coordinates were established by classical geodetic methods
 CU1135.and adjusted by the National Geodetic Survey in February 1996..
 CU1135
 CU1135.The orthometric height was scaled from a topographic map.
 CU1135
 CU1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1135
 CU1135.The geoid height was determined by GEOID03.
 CU1135
 CU1135;                    North         East     Units Scale Factor Converg.
 CU1135;SPC TXNC     - 2,126,374.887   314,910.310   MT  0.99988471   -1 39 35.6
 CU1135;SPC TXNC     - 6,976,281.61  1,033,168.24   sFT  0.99988471   -1 39 35.6
 CU1135;UTM  14      - 3,628,549.562   261,748.178   MT  1.00029999   -1 22 38.4
 CU1135
 CU1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1135!SPC TXNC     -   0.99987892  x   0.99988471  =   0.99976364
 CU1135!UTM  14      -   0.99987892  x   1.00029999  =   1.00017887
 CU1135
 CU1135:                Primary Azimuth Mark                     Grid Az
 CU1135:SPC TXNC     -  GRAPE AZ MK                              168 11 51.2
 CU1135:UTM  14      -  GRAPE AZ MK                              167 54 54.0
 CU1135
 CU1135|---------------------------------------------------------------------|
 CU1135| PID    Reference Object                     Distance      Geod. Az  |
 CU1135|                                                           dddmmss.s |
 CU1135| CH9464 GRAPE AZ MK                                        1663215.6 |
 CU1135| CH9465 GRAPE RM 1                            6.830 METERS 20440     |
 CU1135| CH9466 GRAPE RM 2                           22.564 METERS 33737     |
 CU1135|---------------------------------------------------------------------|
 CU1135
 CU1135                          SUPERSEDED SURVEY CONTROL
 CU1135
 CU1135  NAD 83(1986)-  32 46 08.64663(N)    101 32 36.55096(W) AD(       ) 2
 CU1135  NAD 27      -  32 46 08.26865(N)    101 32 35.06176(W) AD(       ) 2
 CU1135
 CU1135.Superseded values are not recommended for survey control.
 CU1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1135.See file dsdata.txt to determine how the superseded data were derived.
 CU1135
 CU1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB6174828550(NAD 83)
 CU1135_MARKER: DS = TRIANGULATION STATION DISK
 CU1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1135_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1135
 CU1135  HISTORY     - Date     Condition        Report By
 CU1135  HISTORY     - 1968     MONUMENTED       CGS
 CU1135
 CU1135                          STATION DESCRIPTION
 CU1135
 CU1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1135'STATION IS LOCATED 24-1/2 MILES EAST OF LAMESA, 5-1/2 MILES
 CU1135'WEST OF GAIL, ON THE SOUTH SIDE OF U.S. HIGHWAY 180 ON THE
 CU1135'ROAD RIGHT-OF-WAY.
 CU1135'
 CU1135'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180 AND FARM ROAD 669
 CU1135'IN GAIL, GO WEST ON U.S. HIGHWAY 180 FOR 5.75 MILES TO A
 CU1135'GRAVEL SIDE ROAD ON THE LEFT AT SIGN MULESHOE RANCH CO. 9 MILE
 CU1135'AND THE STATION ON THE LEFT, TURN LEFT, SOUTH, ON GRAVELED ROAD
 CU1135'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CU1135'
 CU1135'STATION MARK, A STANDARD DISK STAMPED GRAPE 1968, SET IN THE
 CU1135'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH ABOVE
 CU1135'THE GROUND SURFACE.  IT IS 136 FEET SOUTH OF THE CENTER OF
 CU1135'U.S. HIGHWAY 180, 47 FEET EAST-SOUTHEAST OF THE CENTER OF A
 CU1135'GRAVELED ROAD, 4.6 FEET WEST OF A FENCE AND 4.2 FEET
 CU1135'NORTH-NORTHEAST OF A METAL WITNESS POST.
 CU1135'
 CU1135'REFERENCE MARK 1, A STANDARD DISK STAMPED GRAPE NO 1 1968, SET
 CU1135'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH
 CU1135'ABOVE THE GROUND SURFACE.  IT IS 157 FEET SOUTH OF THE CENTER OF
 CU1135'U.S. HIGHWAY 180, 33 FEET EAST-SOUTHEAST OF THE CENTER OF A
 CU1135'GRAVELED ROAD, 18.3 FEET SOUTH OF A METAL WITNESS POST AND 4.7
 CU1135'FEET NORTH OF A FENCE CORNER.
 CU1135'
 CU1135'REFERENCE MARK 2, A STANDARD DISK STAMPED GRAPE NO 2 1968, SET
 CU1135'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 CU1135'ABOVE THE GROUND SURFACE.  IT IS 76 FEET NORTH OF A METAL WITNESS
 CU1135'POST, 52 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 180, 38 FEET
 CU1135'EAST-SOUTHEAST OF THE CENTER OF A GRAVELED ROAD AND 1.9 FEET
 CU1135'SOUTH OF A FENCE.
 CU1135'
 CU1135'AZIMUTH MARK, A STANDARD DISK STAMPED GRAPE 1968, SET IN THE TOP
 CU1135'OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE
 CU1135'THE GROUND SURFACE.  IT IS 33 FEET WEST-NORTHWEST OF THE CENTER
 CU1135'OF A GRAVELED ROAD, 4.3 FEET NORTH OF A WITNESS SIGN NAILED TO A
 CU1135'FENCE POST, 3.3 FEET SOUTHEAST OF THE SOUTH END OF A PIPE GATE
 CU1135'AND 2.5 FEET EAST OF A FENCE.
 CU1135'
 CU1135'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2762 ***********************************************************************
 BY2762  DESIGNATION -  GRAPELAND MUNICIPAL TANK
 BY2762  PID         -  BY2762
 BY2762  STATE/COUNTY-  TX/HOUSTON
 BY2762  USGS QUAD   -  GRAPELAND (1951)
 BY2762
 BY2762                         *CURRENT SURVEY CONTROL
 BY2762  ___________________________________________________________________
 BY2762* NAD 83(1993)-  31 29 33.94858(N)    095 28 41.26582(W)     ADJUSTED  
 BY2762* NAVD 88     -                                                        
 BY2762  ___________________________________________________________________
 BY2762  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BY2762  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY2762
 BY2762  HORZ ORDER  -  THIRD
 BY2762
 BY2762.The horizontal coordinates were established by classical geodetic methods
 BY2762.and adjusted by the National Geodetic Survey in February 1996..
 BY2762
 BY2762
 BY2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2762
 BY2762.The geoid height was determined by GEOID03.
 BY2762
 BY2762;                    North         East     Units Scale Factor Converg.
 BY2762;SPC TX C     - 3,212,499.592 1,161,107.096   MT  0.99991840   +2 30 02.6
 BY2762;SPC TX C     -10,539,675.74  3,809,398.86   sFT  0.99991840   +2 30 02.6
 BY2762;UTM  15      - 3,486,874.800   264,614.417   MT  1.00028343   -1 17 42.5
 BY2762
 BY2762                          SUPERSEDED SURVEY CONTROL
 BY2762
 BY2762  NAD 83(1986)-  31 29 33.95942(N)    095 28 41.25171(W) AD(       ) 4
 BY2762  NAD 27      -  31 29 33.32100(N)    095 28 40.42600(W) AD(       ) 3
 BY2762
 BY2762.Superseded values are not recommended for survey control.
 BY2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2762.See file dsdata.txt to determine how the superseded data were derived.
 BY2762
 BY2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ6461486875(NAD 83)
 BY2762_MARKER: 53 = ELEVATED TANK
 BY2762
 BY2762  HISTORY     - Date     Condition        Report By
 BY2762  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2762
 BY2762                          STATION DESCRIPTION
 BY2762
 BY2762'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2762'THIS INTERSECTION STATION IS IN THE NE PART OF TOWN, ABOUT
 BY2762'2-1/2 BLOCKS NE OF THE MISSOURI PACIFIC RAILROAD DEPOT, 96
 BY2762'FEET E OF THE CENTER LINE OF A N-S UNPAVED STREET, AND 81 FEET
 BY2762'S OF AN E-W UNPAVED STREET.
 BY2762'
 BY2762'THE TANK AND SUPPORTING TOWER ARE PAINTED ALUMINUM.  THE TANK
 BY2762'IS ABOUT 125 FEET HIGH.
 BY2762'
 BY2762'THE CENTER OF THE TOP OF THE TANK WAS THE POINT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0428 ***********************************************************************
 BA0428  DESIGNATION -  GRAPEVINE
 BA0428  PID         -  BA0428
 BA0428  STATE/COUNTY-  TX/BREWSTER
 BA0428  USGS QUAD   -  GRAPEVINE HILLS (1971)
 BA0428
 BA0428                         *CURRENT SURVEY CONTROL
 BA0428  ___________________________________________________________________
 BA0428* NAD 83(1993)-  29 24 16.07220(N)    103 12 27.03010(W)     ADJUSTED  
 BA0428* NAVD 88     -      1176.     (meters)    3858.     (feet)  SCALED    
 BA0428  ___________________________________________________________________
 BA0428  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BA0428  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 BA0428
 BA0428  HORZ ORDER  -  FIRST
 BA0428
 BA0428.The horizontal coordinates were established by classical geodetic methods
 BA0428.and adjusted by the National Geodetic Survey in February 1996..
 BA0428
 BA0428.The orthometric height was scaled from a topographic map.
 BA0428
 BA0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0428
 BA0428.The geoid height was determined by GEOID03.
 BA0428
 BA0428;                    North         East     Units Scale Factor Converg.
 BA0428;SPC TXSC     - 4,181,466.899   191,774.804   MT  0.99986398   -2 03 40.7
 BA0428;SPC TXSC     -13,718,695.98    629,181.17   sFT  0.99986398   -2 03 40.7
 BA0428;UTM  13      - 3,254,134.147   673,919.362   MT  0.99997324   +0 52 49.0
 BA0428
 BA0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0428!SPC TXSC     -   0.99981863  x   0.99986398  =   0.99968264
 BA0428!UTM  13      -   0.99981863  x   0.99997324  =   0.99979188
 BA0428
 BA0428|---------------------------------------------------------------------|
 BA0428| PID    Reference Object                     Distance      Geod. Az  |
 BA0428|                                                           dddmmss.s |
 BA0428| CH9469 GRAPEVINE RM 2                       10.150 METERS 00903     |
 BA0428| CH9468 GRAPEVINE RM 1                        8.330 METERS 11158     |
 BA0428| CH9467 GRAPEVINE AZ MK                                    1783133.5 |
 BA0428|---------------------------------------------------------------------|
 BA0428
 BA0428                          SUPERSEDED SURVEY CONTROL
 BA0428
 BA0428  NAD 83(1986)-  29 24 16.06667(N)    103 12 27.03564(W) AD(       ) 1
 BA0428  NAD 27      -  29 24 15.35100(N)    103 12 25.41300(W) AD(       ) 1
 BA0428
 BA0428.Superseded values are not recommended for survey control.
 BA0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0428.See file dsdata.txt to determine how the superseded data were derived.
 BA0428
 BA0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN7391954134(NAD 83)
 BA0428_MARKER: DS = TRIANGULATION STATION DISK
 BA0428_SETTING: 66 = SET IN ROCK OUTCROP
 BA0428
 BA0428  HISTORY     - Date     Condition        Report By
 BA0428  HISTORY     - 1934     MONUMENTED       CGS
 BA0428  HISTORY     - 1958     GOOD             AMS
 BA0428
 BA0428                          STATION DESCRIPTION
 BA0428
 BA0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0428'ON THE HIGHEST POINT OF A GROUP OF HILLS KNOWN AS THE GRAPEVINE
 BA0428'HILLS AND WHICH ARE ABOUT HALF-WAY BETWEEN THE CHISOS AND ROSILLOS
 BA0428'MOUNTAINS.  IT IS ABOUT 4 MILES WEST OF THE MARATHON-HOT
 BA0428'SPRINGS ROAD AND ON THE WESTERNMOST HILL OF THE GROUP, WHICH
 BA0428'RUNS NORTH AND SOUTH.  IT IS SLOPING ON THE WEST AND PRECIPITOUS
 BA0428'ON THE EAST SIDE.  SURFACE MARK IS STAMPED GRAPEVINE 1934.
 BA0428'
 BA0428'TO REACH FROM MARTINS RANCH, GO WEST ON UNIMPROVED ROAD 1.6
 BA0428'MILES TO THE MARATHON-HOT SPRINGS ROAD, THEN TURN RIGHT (NORTH)
 BA0428'AND GO 1.75 MILES TO A YELLOW CAN NAILED ON A POST, THIS
 BA0428'POINT IS 15.8 MILES SOUTH OF THE PERSIMMON GAP SERVICE STATION.
 BA0428'LEAVE THE MAIN ROAD HERE AND GO WEST AND SOUTH ON UNGRADED ROAD
 BA0428'2.5 MILES TO A ROAD COMING IN FROM THE LEFT.  CONTINUE WEST 2.0
 BA0428'MILES TO THE GRAPEVINE RANCH OWNED BY V.H. HULEN.  THIS ROAD IS
 BA0428'VERY ROUGH BUT PASSABLE.  FROM THE RANCH HOUSE, GO THROUGH TWO
 BA0428'GATES, ONE WIRE AND ONE WOIOD, BETWEEN SHED AND WINDMILL, AND
 BA0428'FOLLOW DIM ROAD AROUND NORTH SIDE OF HILLS FOR 1.2 MILES TO
 BA0428'A GATE IN A NORTH-SOUTH FENCE ON THE WEST SIDE OF DRAW WHICH
 BA0428'RUNS NORTH AND SOUTH.  THE STATION IS ON THE TOP OF THE
 BA0428'HIGHEST POINT OF THE RIDGE ON THE WEST SIDE OF THE DRAW.
 BA0428'PASS THROUGH THE GATE AND FOLLOW ROAD FOR 0.2 MILE.  FROM
 BA0428'THIS POINT PACK UP HILL TO THE LEFT TO HIGHEST POINT OF RIDGE
 BA0428'AND STATION, ABOUT A 35-MINUTE PACK.  THE GOING IS STEEP AND
 BA0428'ROUGH.
 BA0428'
 BA0428'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 BA0428'OUTCROPPING BEDROCK.
 BA0428'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BOULDER.
 BA0428'
 BA0428'REFERENCE MARK NO. 1 IS EAST OF AND ON THE SAME HIGH POINT AS
 BA0428'STATION, STAMPED GRAPEVINE 1934.
 BA0428'
 BA0428'REFERENCE MARK NO. 2 IS NORTH OF THE STATION IN A LITTLE
 BA0428'DEPRESSION, AND IS STAMED GRAPEVINE 1934.
 BA0428'
 BA0428'AZIMUTH MARK IS IN A LARGE BOULDER ON THE TOP OF THE NEXT HIGH
 BA0428'POINT SOUTH OF THE STATION.
 BA0428'
 BA0428'A 4-FOOT STAND WILL CLEAR ALL LINES.
 BA0428
 BA0428                          STATION RECOVERY (1958)
 BA0428
 BA0428'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0428'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 BA0428'
 BA0428'THE STATION IS LOCATED ON THE HIGHEST POINT OF RIDGE.  44 FEET
 BA0428'W OF SHEER DROP TO THE E.  38 FEET NW OF LARGE BLACK BOULDER.
 BA0428'38 FEET WSW OF BREAK IN SHEER WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0690 ***********************************************************************
 BN0690  DESIGNATION -  GRAPHITE
 BN0690  PID         -  BN0690
 BN0690  STATE/COUNTY-  TX/LLANO
 BN0690  USGS QUAD   -  CAP MOUNTAIN (1967)
 BN0690
 BN0690                         *CURRENT SURVEY CONTROL
 BN0690  ___________________________________________________________________
 BN0690* NAD 83(1993)-  30 44 59.37922(N)    098 31 44.29800(W)     ADJUSTED  
 BN0690* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 BN0690  ___________________________________________________________________
 BN0690  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 BN0690  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 BN0690
 BN0690  HORZ ORDER  -  THIRD
 BN0690
 BN0690.The horizontal coordinates were established by classical geodetic methods
 BN0690.and adjusted by the National Geodetic Survey in February 1996..
 BN0690
 BN0690.The orthometric height was scaled from a topographic map.
 BN0690
 BN0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0690
 BN0690.The geoid height was determined by GEOID03.
 BN0690
 BN0690;                    North         East     Units Scale Factor Converg.
 BN0690;SPC TX C     - 3,121,474.863   872,746.109   MT  0.99989133   +0 55 45.7
 BN0690;SPC TX C     -10,241,038.78  2,863,334.53   sFT  0.99989133   +0 55 45.7
 BN0690;UTM  14      - 3,401,971.834   545,084.427   MT  0.99962507   +0 14 27.0
 BN0690
 BN0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0690!SPC TX C     -   0.99995488  x   0.99989133  =   0.99984621
 BN0690!UTM  14      -   0.99995488  x   0.99962507  =   0.99957996
 BN0690
 BN0690|---------------------------------------------------------------------|
 BN0690| PID    Reference Object                     Distance      Geod. Az  |
 BN0690|                                                           dddmmss.s |
 BN0690| CV4143 GRAPHITE RM 1                        10.074 METERS 14744     |
 BN0690| CV4144 GRAPHITE RM 2                        10.761 METERS 32805     |
 BN0690| CV6191 SA 1015                                            3400950.8 |
 BN0690|---------------------------------------------------------------------|
 BN0690
 BN0690                          SUPERSEDED SURVEY CONTROL
 BN0690
 BN0690  NAD 83(1986)-  30 44 59.39015(N)    098 31 44.28376(W) AD(       ) 3
 BN0690  NAD 27      -  30 44 58.74080(N)    098 31 43.16130(W) AD(       ) 3
 BN0690
 BN0690.Superseded values are not recommended for survey control.
 BN0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0690.See file dsdata.txt to determine how the superseded data were derived.
 BN0690
 BN0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV4508401972(NAD 83)
 BN0690_MARKER: DS = TRIANGULATION STATION DISK
 BN0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0690
 BN0690  HISTORY     - Date     Condition        Report By
 BN0690  HISTORY     - 1956     MONUMENTED       CGS
 BN0690
 BN0690                          STATION DESCRIPTION
 BN0690
 BN0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0690'THE STATION IS LOCATED ABOUT 8.5 MILES EAST OF LLANO, 5-1/4
 BN0690'MILES SOUTH-SOUTHEAST OF BLUFFTON, 3/4 MILE NORTHEAST OF THE
 BN0690'GRAPHITE RAILROAD SIDING, 58 FEET SOUTHWEST OF THE CENTER OF STATE
 BN0690'HIGHWAY 29, 54 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 BN0690'RAILROAD TRACK, 5 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN
 BN0690'WITNESS POST AND A WIRE FENCE, AND ON LAND OWNED BY THE
 BN0690'RAILROAD.
 BN0690'
 BN0690'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BN0690'16 AND 29 IN LLANO, GO EAST AND SOUTHEASTERLY ON STATE
 BN0690'HIGHWAY 29 FOR 8.95 MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE
 BN0690'SOUTHEASTERLY ON THE HIGHWAY FOR 0.55 MILE TO THE AZIMUTH
 BN0690'MARK ON THE RIGHT AS DESCRIBED BELOW, CONTINUE SOUTHEASTERLY
 BN0690'ON THE HIGHWAY FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 BN0690'DESCRIBED.
 BN0690'
 BN0690'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 BN0690'GRAPHITE 1956.
 BN0690'
 BN0690'REFERENCE MARK 1 IS 58 FEET SOUTHWEST OF THE CENTER OF THE
 BN0690'HIGHWAY, 54 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD
 BN0690'TRACK, AND 3 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS
 BN0690'5 INCHES, AND THE DISK IS STAMPED GRAPHITE NO 1 1956.
 BN0690'
 BN0690'REFERENCE MARK 2 IS 59 FEET SOUTHWEST OF THE CENTER OF THE
 BN0690'HIGHWAY, 53 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD
 BN0690'TRACK, AND 3 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS
 BN0690'4 INCHES, AND THE DISK IS STAMPED GRAPHITE NO 1 1956.
 BN0690'
 BN0690'A U.S. GEOLOGICAL SURVEY BENCH MARK WAS USED AS THE AZIMUTH
 BN0690'MARK.  THE MARK IS 84 FEET SOUTHEAST OF THE CENTER OF THE
 BN0690'HIGHWAY, 25 FEET SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST
 BN0690'AND WIRE FENCE, AND 18 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 BN0690'THE RAILROAD TRACK.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 BN0690'SURVEY BENCH MARK CAP DISK, BOLTED TO THE TOP OF A 3-INCH
 BN0690'CAST IRON PIPE, WHICH PROJECTS 18 INCHES.  THE DISK IS STAMPED
 BN0690'1015 SA.
 BN0690'
 BN0690'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0640 ***********************************************************************
 DP0640  DESIGNATION -  GRASSLAND
 DP0640  PID         -  DP0640
 DP0640  STATE/COUNTY-  TX/LYNN
 DP0640  USGS QUAD   -  GRASSLAND SE (1969)
 DP0640
 DP0640                         *CURRENT SURVEY CONTROL
 DP0640  ___________________________________________________________________
 DP0640* NAD 83(1993)-  33 07 20.60379(N)    101 34 00.22031(W)     ADJUSTED  
 DP0640* NAVD 88     -       900.     (meters)    2953.     (feet)  SCALED    
 DP0640  ___________________________________________________________________
 DP0640  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 DP0640  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 DP0640
 DP0640  HORZ ORDER  -  FIRST
 DP0640
 DP0640.The horizontal coordinates were established by classical geodetic methods
 DP0640.and adjusted by the National Geodetic Survey in February 1996..
 DP0640
 DP0640.The orthometric height was scaled from a topographic map.
 DP0640
 DP0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0640
 DP0640.The geoid height was determined by GEOID03.
 DP0640
 DP0640;                    North         East     Units Scale Factor Converg.
 DP0640;SPC TXNC     - 2,165,601.430   313,877.647   MT  0.99987338   -1 40 21.3
 DP0640;SPC TXNC     - 7,104,977.36  1,029,780.25   sFT  0.99987338   -1 40 21.3
 DP0640;UTM  14      - 3,667,787.452   260,526.053   MT  1.00030713   -1 24 11.5
 DP0640
 DP0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0640!SPC TXNC     -   0.99986258  x   0.99987338  =   0.99973597
 DP0640!UTM  14      -   0.99986258  x   1.00030713  =   1.00016966
 DP0640
 DP0640:                Primary Azimuth Mark                     Grid Az
 DP0640:SPC TXNC     -  POST SW BELL TEL CO RAD MAST             055 19 23.2
 DP0640:UTM  14      -  POST SW BELL TEL CO RAD MAST             055 03 13.4
 DP0640
 DP0640|---------------------------------------------------------------------|
 DP0640| PID    Reference Object                     Distance      Geod. Az  |
 DP0640|                                                           dddmmss.s |
 DP0640| DP0629 POST SW BELL TEL CO RAD MAST        APPROX.16.2 KM 0533901.9 |
 DP0640| CJ6526 GRASSLAND RM 1                       23.296 METERS 09106     |
 DP0640| CJ6527 GRASSLAND RM 2                       25.111 METERS 14943     |
 DP0640| CJ6525 GRASSLAND AZ MK                                    2604952.4 |
 DP0640|---------------------------------------------------------------------|
 DP0640
 DP0640                          SUPERSEDED SURVEY CONTROL
 DP0640
 DP0640  NAD 83(1986)-  33 07 20.61135(N)    101 34 00.21011(W) AD(       ) 1
 DP0640  NAD 27      -  33 07 20.26053(N)    101 33 58.69662(W) AD(       ) 1
 DP0640
 DP0640.Superseded values are not recommended for survey control.
 DP0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0640.See file dsdata.txt to determine how the superseded data were derived.
 DP0640
 DP0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB6052667787(NAD 83)
 DP0640_MARKER: DS = TRIANGULATION STATION DISK
 DP0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0640
 DP0640  HISTORY     - Date     Condition        Report By
 DP0640  HISTORY     - 1968     MONUMENTED       CGS
 DP0640
 DP0640                          STATION DESCRIPTION
 DP0640
 DP0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0640'STATION IS LOCATED ABOUT 14 MILES EAST-SOUTHEAST OF TAHOKA, 12
 DP0640'MILES WEST-SOUTHWEST OF POST, 2 MILES SOUTHEAST OF GRASSLAND, ON
 DP0640'PROPERTY OF MR. R. DEAN.  NORTH OF FARM BUILDINGS, SOUTH OF A LINE
 DP0640'OF WEST TO EAST TREES.
 DP0640'
 DP0640'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND 380 IN POST, GO
 DP0640'SOUTH ON U.S. HIGHWAYS 84 AND 380 FOR 0.15 MILE TO A TRAFFIC LIGHT,
 DP0640'WHERE U.S. HIGHWAY 380 TURNS RIGHT, TURN RIGHT AND GO EASTERLY ON
 DP0640'U.S. HIGHWAY 380 FOR 9.65 MILES TO A COTTON GIN ON THE RIGHT AND A
 DP0640'CROSSROAD JUST BEYOND, TURN LEFT SOUTHERLY ON A PAVED ROAD FOR
 DP0640'3.15 MILES TO A CROSSROAD, TURN RIGHT FOLLOWING PAVED ROAD AND
 DP0640'GO WEST FOR 1.15 MILES TO A CROSSROAD, TURN LEFT SOUTH ON A
 DP0640'GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD JUNCTION, TURN RIGHT AND
 DP0640'GO WEST FOR 0.4 MILE TO, (MR. DEANS HOUSE ON THE RIGHT AND THE
 DP0640'STATION SITE ABOUT 75 YARDS NORTH OF THE HOUSE), CONTINUE WEST
 DP0640'ON A GRADED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DP0640'
 DP0640'STATION MARK, A STANDARD DISK, STAMPED GRASSLAND 1968, SET IN THE
 DP0640'TOP OF A 14 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES
 DP0640'UNDER THE GROUND, NORTH OF FARM BUILDINGS, 73.5 FEET EAST OF A
 DP0640'TRACK ROAD, 58.6 FEET NORTH OF THE NORTHWEST CORNER OF A WOODEN
 DP0640'SHED, 15.7 FEET WEST OF A FENCE, 15.2 FEET WEST OF A METAL WITNESS
 DP0640'POST.
 DP0640'
 DP0640'REFERENCE MARK 1, A STANDARD DISK, STAMPED GRASSLAND NO 1 1968, SET
 DP0640'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS 2
 DP0640'INCHES ABOVE THE GROUND, 61.8 FEET EAST OF A METAL WITNESS POST,
 DP0640'1.8 FEET SOUTHWEST OF A FENCE CORNER, SET IN A FEED LOT.
 DP0640'
 DP0640'REFERENCE MARK 2, A STANDARD DISK, STAMPED GRASSLAND NO 2 1968,
 DP0640'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS
 DP0640'4 INCHES ABOVE THE GROUND, 73 FEET SOUTH-SOUTHEAST OF A METAL
 DP0640'WITNESS POST, 24.6 FEET EAST OF THE SOUTHEAST CORNER OF A
 DP0640'BUILDING, 14 FEET EAST OF THE CENTER OF A WIRE GATE, 1.8 FEET
 DP0640'NORTH OF A FENCE, SET IN THE SAME FEED LOT AS THE OTHER MARK.
 DP0640'
 DP0640'AZIMUTH MARK, A STANDARD DISK, STAMPED GRASSLAND 1968, SET IN THE
 DP0640'TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS 1 INCH
 DP0640'ABOVE THE GROUND, 25.5 FEET NORTH OF THE CENTER OF A GRAVELED
 DP0640'ROAD, 11 FEET WEST OF THE CENTER OF A LANE LEADING TO A FARM
 DP0640'HOUSE, 2.4 FEET EAST OF A METAL WITNESS POST, 1.7 FEET SOUTH OF A
 DP0640'POWER LINE POLE NUMBER 13142, SET ON THE NORTH SIDE OF THE
 DP0640'ROAD.
 DP0640'
 DP0640'DISTANCE BETWEEN REFERENCE MARKS, 77.93 FEET 23.750 METERS.
 DP0640'
 DP0640'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1324 ***********************************************************************
 DN1324  DESIGNATION -  GRASTY
 DN1324  PID         -  DN1324
 DN1324  STATE/COUNTY-  TX/DENTON
 DN1324  USGS QUAD   -  LEWISVILLE WEST (1981)
 DN1324
 DN1324                         *CURRENT SURVEY CONTROL
 DN1324  ___________________________________________________________________
 DN1324* NAD 83(1993)-  33 02 41.06026(N)    097 02 04.62287(W)     ADJUSTED  
 DN1324* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 DN1324  ___________________________________________________________________
 DN1324  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 DN1324  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DN1324
 DN1324  HORZ ORDER  -  FIRST
 DN1324
 DN1324.The horizontal coordinates were established by classical geodetic methods
 DN1324.and adjusted by the National Geodetic Survey in February 1996..
 DN1324
 DN1324.The orthometric height was scaled from a topographic map.
 DN1324
 DN1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1324
 DN1324.The geoid height was determined by GEOID03.
 DN1324
 DN1324;                    North         East     Units Scale Factor Converg.
 DN1324;SPC TXNC     - 2,153,768.529   736,853.680   MT  0.99987263   +0 47 57.2
 DN1324;SPC TXNC     - 7,066,155.58  2,417,494.12   sFT  0.99987263   +0 47 57.2
 DN1324;UTM  14      - 3,657,963.494   683,519.834   MT  1.00001528   +1 04 19.2
 DN1324
 DN1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1324!SPC TXNC     -   0.99997503  x   0.99987263  =   0.99984767
 DN1324!UTM  14      -   0.99997503  x   1.00001528  =   0.99999031
 DN1324
 DN1324:                Primary Azimuth Mark                     Grid Az
 DN1324:SPC TXNC     -  LEWISVILLE MUNICIPAL TANK                084 12 43.1
 DN1324:UTM  14      -  LEWISVILLE MUNICIPAL TANK                083 56 21.1
 DN1324
 DN1324|---------------------------------------------------------------------|
 DN1324| PID    Reference Object                     Distance      Geod. Az  |
 DN1324|                                                           dddmmss.s |
 DN1324| DN1170 LEWISVILLE MUNICIPAL TANK           APPROX. 3.6 KM 0850040.3 |
 DN1324| CY2004 GRASTY RM 1                          37.216 METERS 08502     |
 DN1324| CY2002 GRASTY AZ MK                                       1273937.2 |
 DN1324| CY2005 GRASTY RM 2                          39.926 METERS 17251     |
 DN1324| DN1325 DALLAS WICHITA AIRWAY BEACON 1      APPROX. 4.8 KM 3434440.4 |
 DN1324|---------------------------------------------------------------------|
 DN1324
 DN1324                          SUPERSEDED SURVEY CONTROL
 DN1324
 DN1324  NAD 83(1993)-  33 02 41.06227(N)    097 02 04.61134(W) AD(       ) 1
 DN1324  NAD 83(1986)-  33 02 41.06543(N)    097 02 04.60779(W) AD(       ) 1
 DN1324  NAD 27      -  33 02 40.62800(N)    097 02 03.57600(W) AD(       ) 1
 DN1324
 DN1324.Superseded values are not recommended for survey control.
 DN1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1324.See file dsdata.txt to determine how the superseded data were derived.
 DN1324
 DN1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8352057963(NAD 83)
 DN1324_MARKER: DS = TRIANGULATION STATION DISK
 DN1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1324
 DN1324  HISTORY     - Date     Condition        Report By
 DN1324  HISTORY     - 1947     MONUMENTED       CGS
 DN1324  HISTORY     - 1966     GOOD             CGS
 DN1324  HISTORY     - 1969     GOOD             CGS
 DN1324  HISTORY     - 1973     GOOD             NGS
 DN1324  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 DN1324  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN1324
 DN1324                          STATION DESCRIPTION
 DN1324
 DN1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 DN1324'THE STATION IS LOCATED ABOUT 2 1/2 MILES WEST OF LEWISVILLE
 DN1324'ON THE EAST SIDE OF A PRIVATE FLYING FIELD ON THE PROPERTY
 DN1324'OF MR. GRASTY.  IT IS ABOUT 100 YARDS NORTHWEST OF A STEEL
 DN1324'HANGAR, 74 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DN1324'A SMALL HOUSE, 21 FEET WEST-SOUTHWEST OF A T-FENCE INTERSECTION
 DN1324'AND THE SOUTH POST OF A GATE AND 21 FEET NORTH-NORTHEAST
 DN1324'OF A WINDMILL.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 DN1324'IS STAMPED GRASTY 1947.
 DN1324'
 DN1324'REFERENCE MARK NO. 1 IS 122.10 FEET EAST OF THE STATION, 50
 DN1324'FEET WEST OF A T-FENCE INTERSECTION AND 1 FOOT SOUTH OF A
 DN1324'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DN1324'GRASTY NO 1 1947.
 DN1324'
 DN1324'REFERENCE MARK NO. 2 IS 130.99 FEET SOUTH-SOUTHEAST OF THE
 DN1324'STATION, 41 FEET NORTH OF A SOUTHWEST FENCE CORNER AND 1
 DN1324'FOOT WEST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 DN1324'DISK IS STAMPED GRASTY NO 2 1947.
 DN1324'
 DN1324'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION, 43
 DN1324'FEET NORTH OF THE CENTERLINE OF GRADED ROAD, 20 FEET NORTH
 DN1324'OF A SOUTHEAST FENCE CORNER, 5 FEET NORTH OF A WITNESS POST AND
 DN1324'1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 DN1324'IS STAMPED GRASTY 1947.
 DN1324'
 DN1324'TO REACH THE STATION FROM THE STOP LIGHT ON U.S. HIGHWAY
 DN1324'77 BY THE STATE BANK IN LEWISVILLE, GO NORTH ON U.S. HIGHWAY
 DN1324'77 FOR 0.2 MILE TO CROSSROADS.  TURN LEFT AND GO WEST FOR 1.4
 DN1324'MILE TO A T-ROAD.  TURN SOUTH AND GO 0.1 MILE.  THEN TURN
 DN1324'RIGHT AND GO WEST 0.5 MILE.  TURN LEFT AND FOLLOW MAIN ROAD
 DN1324'SOUTH FOR 0.4 MILE TO A T-ROAD RIGHT.  TURN RIGHT AND GO
 DN1324'WEST 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DN1324'CONTINUE WEST FOR 0.2 MILE TO A GATE ON THE RIGHT AND THE
 DN1324'ENTRANCE TO A PRIVATE FLYING FIELD.  TURN RIGHT INTO FLYING
 DN1324'FIELD AND GO NORTH FOR 0.2 MILE TO HOUSE.  BEAR LEFT AROUND
 DN1324'THE HOUSE AND GO 0.05 MILE TO A WINDMILL AT THE REAR OF THE
 DN1324'HOUSE AND THE STATION AS DESCRIBED.
 DN1324'
 DN1324'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DN1324
 DN1324                          STATION RECOVERY (1966)
 DN1324
 DN1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 DN1324'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 DN1324'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE ORIGINAL
 DN1324'DESCRIPTION.
 DN1324'
 DN1324'AN ALTERNATE ROUTE TO REACH STATION IS AS FOLLOWS--TO REACH
 DN1324'STATION FROM THE LEWISVILLE STATE BANK IN LEWISVILLE, GO WEST
 DN1324'0.7 MILE TO INTERSTATE HIGHWAY 35.  CROSS OVER THE HIGHWAY,
 DN1324'THENCE CONTINUE WEST ON F.M. HIGHWAY 1171 FOR 1.35 MILES
 DN1324'TO AZIMUTH MARK ON THE RIGHT.  CONTINUE ON F.M. HIGHWAY 1171
 DN1324'FOR 0.15 MILE TO A PRIVATE DRIVEWAY AND A LOCKED GATE ON THE
 DN1324'RIGHT.  PASS THROUGH GATE, GO NORTH ON THE DRIVEWAY 0.2 MILE
 DN1324'TO HOUSE AND STATION.
 DN1324'
 DN1324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES WEST
 DN1324'OF LEWISVILLE.
 DN1324
 DN1324                          STATION RECOVERY (1969)
 DN1324
 DN1324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1324'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 DN1324'MARK WERE RECOVERED IN GOOD CONDITION.  AT THE REQUEST OF
 DN1324'THE TEXAS HIGHWAY DEPARTMENT THE AZIMUTH MARK WAS DESTROYED
 DN1324'TO CLEAR THE SITE FOR ROAD IMPROVEMENTS.  A NEW AZIMUTH MARK
 DN1324'WAS SET ON LINE TOWARDS THE STATION FROM THE OLD AZIMUTH MARK
 DN1324'13.63 FEET.
 DN1324'
 DN1324'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY EXCEPT THE
 DN1324'ROUTE PROCEEDING TO STATION.  DESCRIPTION OF THE NEW AZIMUTH
 DN1324'MARK AND ROUTE TO REACH STATION ARE AS FOLLOWS--
 DN1324'
 DN1324'AZIMUTH MARK A STANDARD DISK, STAMPED GRASTY 1947 1969, IS
 DN1324'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3 INCHES
 DN1324'ABOVE THE SURFACE OF GROUND.  IT IS 49.5 FEET NORTH OF THE
 DN1324'CENTER LINE OF FM HIGHWAY 1171, 35 FEET WEST OF A POWER LINE
 DN1324'POLE, 12 FEET WEST OF A T-FENCE CORNER, 6 INCHES SOUTH OF THE
 DN1324'RIGHT-OF-WAY FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 DN1324'
 DN1324'TO REACH STATION FROM THE LEWISVILLE STATE BANK IN LEWISVILLE,
 DN1324'GO WEST 0.7 MILE TO INTERSTATE 35E, CROSS OVERPASS, THENCE
 DN1324'CONTINUE WEST ON FM HIGHWAY 1171 FOR 1.35 MILES TO AZIMUTH
 DN1324'MARK ON THE RIGHT.  CONTINUE WEST ON THE HIGHWAY 0.15 MILE
 DN1324'TO A PRIVATE DRIVEWAY ON THE RIGHT.  PASS THRU GATE, GO NORTH
 DN1324'0.2 MILE TO THE HOME OF MR. GORDON C. GRASTY.  CONTINUE
 DN1324'ON A TRACK ROAD AROUND THE HOUSE, GO ABOUT 100 YARDS TO A
 DN1324'WINDMILL AND STATION.
 DN1324'
 DN1324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 DN1324'WEST OF LEWISVILLE
 DN1324
 DN1324                          STATION RECOVERY (1973)
 DN1324
 DN1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 DN1324'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 DN1324'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 DN1324'DIRECTION TO THE REFERENCE MARKS WERE NOT TAKEN, AS A TELEPHONE
 DN1324'POLE IS ON THE LINE OF SIGHT TO ONE OF THE MARKS, AND THE
 DN1324'FEED-PIPE OF AN OVERHEAD WATER STORAGE TANK IS ON LINE TO
 DN1324'THE OTHER MARK.
 DN1324'
 DN1324'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DN1324'
 DN1324'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF LEWISVILLE,
 DN1324'AND ON A LOW GRASSY COVERED KNOLL, WHICH HAS SEVERAL FARM
 DN1324'BUILDINGS ON.
 DN1324'
 DN1324'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 DN1324'(I.S. 35E) AND FARM ROAD 1171, WHICH IS ALSO MAIN STREET
 DN1324'IN LEWISVILLE, GO SOUTHWEST AND THEN WEST ON FARM ROAD 1171
 DN1324'FOR 1.35 MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST
 DN1324'ON FARM ROAD 1171 FOR 0.15 MILE TO DRIVE-WAY ON THE RIGHT
 DN1324'WITH GATE, TURN RIGHT AND GO NORTH ON DRIVEWAY, PASSING
 DN1324'BETWEEN HOUSE AND GARAGE FOR 0.2 MILE TO WIND-MILL AND STATION.
 DN1324'
 DN1324'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 DN1324'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 DN1324'GRASTY 1947.  IT IS 222 FEET NORTH-NORTHEAST OF THE NORTHWEST
 DN1324'CORNER OF YARD-FENCE, 212 FEET NORTH OF YARD FENCE, 175 FEET
 DN1324'SOUTHEAST OF THE SOUTHEAST CORNER OF BARN, 60 FEET WEST OF THE
 DN1324'SOUTHEAST CORNER OF YARD-FENCE OF TENANT HOUSE, 53 FEET EAST
 DN1324'OF THE CENTER OF TRACK ROAD, 21 FEET NORTHEAST OF WELL AND
 DN1324'PUMP, AND 19 FEET WEST OF FENCE.
 DN1324'
 DN1324'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF
 DN1324'A SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND
 DN1324'IS STAMPED GRASTY NO 1 1947.  IT IS 132 FEET EAST OF THE
 DN1324'WELL AND PUMP, 102 FEET EAST OF A FENCE-CORNER, 49 FEET
 DN1324'WEST OF FENCE-CORNER, AND 1-FOOT SOUTH OF FENCE.
 DN1324'
 DN1324'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF
 DN1324'A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS
 DN1324'STAMPED GRASTY NO 2 1947.  IT IS 115 FEET SOUTH-SOUTHEAST OF
 DN1324'WELL AND PUMP, 109 FEET NORTHEAST OF THE NORTHWEST CORNER
 DN1324'OF YARD, 41 FEET NORTH OF FENCE-CORNER, AND 1-FOOT WEST OF
 DN1324'FENCE-LINE.
 DN1324'
 DN1324'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 DN1324'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 DN1324'GRASTY 1947 1969.  IT IS 49 FEET NORTH OF THE CENTER OF
 DN1324'FARM ROAD 1171, 31 FEET WEST OF A FIRE-HYDRANT, 23 FEET WEST
 DN1324'OF THE CENTER OF DRIVE-WAY, 12 FEET WEST OF FENCE-CORNER,
 DN1324'1-1/2 FEET WEST OF A METAL WITNESS POST AND 1-FOOT SOUTH OF
 DN1324'FENCE-LINE.
 DN1324'
 DN1324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 DN1324'WEST OF LEWISVILLE
 DN1324
 DN1324                          STATION RECOVERY (1995)
 DN1324
 DN1324'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1324'MARK NOT FOUND.
 DN1324
 DN1324                          STATION RECOVERY (1998)
 DN1324
 DN1324'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0819 ***********************************************************************
 CB0819  DESIGNATION -  GRAVE USGS 1967
 CB0819  PID         -  CB0819
 CB0819  STATE/COUNTY-  TX/RUNNELS
 CB0819  USGS QUAD   -  ROWENA (1984)
 CB0819
 CB0819                         *CURRENT SURVEY CONTROL
 CB0819  ___________________________________________________________________
 CB0819* NAD 83(1993)-  31 38 46.25868(N)    100 01 50.44201(W)     ADJUSTED  
 CB0819* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 CB0819  ___________________________________________________________________
 CB0819  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CB0819  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 CB0819
 CB0819  HORZ ORDER  -  SECOND
 CB0819
 CB0819.The horizontal coordinates were established by classical geodetic methods
 CB0819.and adjusted by the National Geodetic Survey in February 1996..
 CB0819
 CB0819.The orthometric height was scaled from a topographic map.
 CB0819
 CB0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0819
 CB0819.The geoid height was determined by GEOID03.
 CB0819
 CB0819;                    North         East     Units Scale Factor Converg.
 CB0819;SPC TX C     - 3,219,484.240   728,706.481   MT  0.99994490   +0 09 21.2
 CB0819;SPC TX C     -10,562,591.21  2,390,764.51   sFT  0.99994490   +0 09 21.2
 CB0819;UTM  14      - 3,501,680.053   402,272.547   MT  0.99971779   -0 32 26.9
 CB0819
 CB0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0819!SPC TX C     -   0.99991848  x   0.99994490  =   0.99986339
 CB0819!UTM  14      -   0.99991848  x   0.99971779  =   0.99963629
 CB0819
 CB0819:                Primary Azimuth Mark                     Grid Az
 CB0819:SPC TX C     -  KLOESEL                                  228 12 45.8
 CB0819:UTM  14      -  KLOESEL                                  228 54 33.9
 CB0819
 CB0819|---------------------------------------------------------------------|
 CB0819| PID    Reference Object                     Distance      Geod. Az  |
 CB0819|                                                           dddmmss.s |
 CB0819| CB0822 KLOESEL                             APPROX.10.8 KM 2282207.0 |
 CB0819|---------------------------------------------------------------------|
 CB0819
 CB0819                          SUPERSEDED SURVEY CONTROL
 CB0819
 CB0819  NAD 83(1986)-  31 38 46.26551(N)    100 01 50.42775(W) AD(       ) 2
 CB0819  NAD 27      -  31 38 45.70563(N)    100 01 49.12098(W) AD(       ) 2
 CB0819
 CB0819.Superseded values are not recommended for survey control.
 CB0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0819.See file dsdata.txt to determine how the superseded data were derived.
 CB0819
 CB0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0227301680(NAD 83)
 CB0819_MARKER: DD = SURVEY DISK
 CB0819_SETTING: 80 = SET IN A BOULDER
 CB0819_SP_SET: PARTIALLY EXPOSED BOULDER
 CB0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0819+STABILITY: SURFACE MOTION
 CB0819
 CB0819  HISTORY     - Date     Condition        Report By
 CB0819  HISTORY     - 1956     MONUMENTED       USGS
 CB0819  HISTORY     - 1967     GOOD             USGS
 CB0819
 CB0819                          STATION DESCRIPTION
 CB0819
 CB0819'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0819'STATION IS LOCATED ABOUT 27 MI. NE. OF SAN ANGELO AND ABOUT 1.5 MI.
 CB0819'E. OF ROWENA, NEAR N. EDGE OF A CALICHE PIT, ON THE SUMMIT OF A LOW
 CB0819'HILL.
 CB0819'
 CB0819'TO REACH STATION FROM ROWENA POST OFFICE, GO E. FOR 0.5 MI. TO T-RD.
 CB0819'JUNCTION, TURN RIGHT (S.) FOR 0.1 MI. TO CROSSROAD, TURN LEFT (E.)
 CB0819'AND FOLLOW RANCH RD. FOR 0.6 MI. TO CALICHE PIT AND STATION SITE.
 CB0819'STATION IS 3 FT. S. OF FENCE LINE AT N. END OF CALICHE PIT.
 CB0819'
 CB0819'STATION MARK--A STANDARD USGS TABLET STAMPED ---GRAVE 1956---, SET
 CB0819'IN A 1 FT. BY 2 FT. BY 2-1/2 FT. BOULDER BURIED FLUSH WITH GROUND.
 CB0819'
 CB0819'REFERENCE MARKS--NONE.
 CB0819
 CB0819                          STATION RECOVERY (1967)
 CB0819
 CB0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CB0819'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CEMENTED IN BURIED
 CB0819'BOULDER.  THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED
 CB0819'GRAVE 1956 - 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0494 ***********************************************************************
 BO0494  DESIGNATION -  GRAVEL
 BO0494  PID         -  BO0494
 BO0494  STATE/COUNTY-  TX/CROCKETT
 BO0494  USGS QUAD   -  NOLEN DRAW (1982)
 BO0494
 BO0494                         *CURRENT SURVEY CONTROL
 BO0494  ___________________________________________________________________
 BO0494* NAD 83(1993)-  30 39 59.32112(N)    100 58 19.14772(W)     ADJUSTED  
 BO0494* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 BO0494  ___________________________________________________________________
 BO0494  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 BO0494  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 BO0494
 BO0494  HORZ ORDER  -  SECOND
 BO0494
 BO0494.The horizontal coordinates were established by classical geodetic methods
 BO0494.and adjusted by the National Geodetic Survey in February 1996..
 BO0494
 BO0494.The orthometric height was scaled from a topographic map.
 BO0494
 BO0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0494
 BO0494.The geoid height was determined by GEOID03.
 BO0494
 BO0494;                    North         East     Units Scale Factor Converg.
 BO0494;SPC TX C     - 3,111,009.992   638,801.284   MT  0.99989872   -0 19 44.2
 BO0494;SPC TX C     -10,206,705.28  2,095,800.55   sFT  0.99989872   -0 19 44.2
 BO0494;UTM  14      - 3,394,298.946   311,072.268   MT  1.00004033   -1 00 21.9
 BO0494
 BO0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0494!SPC TX C     -   0.99988636  x   0.99989872  =   0.99978509
 BO0494!UTM  14      -   0.99988636  x   1.00004033  =   0.99992668
 BO0494
 BO0494|---------------------------------------------------------------------|
 BO0494| PID    Reference Object                     Distance      Geod. Az  |
 BO0494|                                                           dddmmss.s |
 BO0494| CV4146 GRAVEL RM 1                          28.652 METERS 06849     |
 BO0494| CV4145 GRAVEL AZ MK                                       0945210.5 |
 BO0494| BO0495 GRAVEL 2                            130.713 METERS 16152     |
 BO0494| CV4147 GRAVEL RM 2                          25.521 METERS 31004     |
 BO0494|---------------------------------------------------------------------|
 BO0494
 BO0494                          SUPERSEDED SURVEY CONTROL
 BO0494
 BO0494  NAD 83(1986)-  30 39 59.32555(N)    100 58 19.13474(W) AD(       ) 2
 BO0494  NAD 27      -  30 39 58.68200(N)    100 58 17.76900(W) AD(       ) 2
 BO0494
 BO0494.Superseded values are not recommended for survey control.
 BO0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0494.See file dsdata.txt to determine how the superseded data were derived.
 BO0494
 BO0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU1107294299(NAD 83)
 BO0494_MARKER: DS = TRIANGULATION STATION DISK
 BO0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0494
 BO0494  HISTORY     - Date     Condition        Report By
 BO0494  HISTORY     - 1943     MONUMENTED       CGS
 BO0494  HISTORY     - 1944     GOOD             CGS
 BO0494  HISTORY     - 1964     GOOD             CGS
 BO0494  HISTORY     - 1966     SEE DESCRIPTION  CGS
 BO0494
 BO0494                          STATION DESCRIPTION
 BO0494
 BO0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0494'STATION IS LOCATED 13.5 MILES ESE OF OZONA, ON THE TOP OF A
 BO0494'HIGH GRADE, THE HIGHEST FOR TWO MILES.  IT IS 1.0 MILE W OF THE
 BO0494'CROCKETT-SUTTON COUNTY LINE, 105 FEET S OF THE CENTER LINE OF
 BO0494'U.S. HIGHWAY 290, AND 63 FEET S OF RIGHT-OF-WAY FENCE.  A
 BO0494'LARGE NUMBER OF BOULDERS WERE USED TO WEIGHT THE STAND DOWN
 BO0494'AND SHOULD REMAIN ON THE SITE AFTER THE STAND HAS ROTTED AWAY.
 BO0494'
 BO0494'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 BO0494'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS
 BO0494'STAMPED GRAVEL 1943.  UNDERGROUND MARK - NOTE 7A - 24 INCHES
 BO0494'UNDERGROUND.
 BO0494'
 BO0494'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 BO0494'POST OF CONCRETE WHICH PROJECTS ABOUT 5 INCHES.  IT IS STAMPED
 BO0494'GRAVEL NO 1 1943.
 BO0494'
 BO0494'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 BO0494'SQUARE CONCRETE POST PROJECTING ABOUT 5 INCHES.  IT IS STAMPED
 BO0494'GRAVEL NO 2 1943.
 BO0494'
 BO0494'A WHITE WOODEN WITNESS POST IS ABOUT 10 FEET N OF THE STATION.
 BO0494'IT PROJECTS ABOUT 3 FEET.
 BO0494'
 BO0494'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN AN IRREGULAR
 BO0494'MASS OF CONCRETE.
 BO0494'
 BO0494'TO REACH STATION FROM OZONA, GO E FROM THE COURTHOUSE ON U.S.
 BO0494'HIGHWAY 290 FOR 13.8 MILES TO THE TOP OF A HIGH GRADE AND THE
 BO0494'STATION TO THE RIGHT OR S.
 BO0494'
 BO0494'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 BO0494
 BO0494                          STATION RECOVERY (1944)
 BO0494
 BO0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0494'STATION IS LOCATED 21 MILES, AIR LINE, NW OF SONORA, 14.5
 BO0494'MILES, AIR LINE, ESE OF OZONA, AND 0.9 MILE W OF THE
 BO0494'CROCKETT-SUTTON COUNTY LINE.  IT IS ON THE HIGHEST RIDGE CROSSING
 BO0494'THE HIGHWAY IN THE VICINITY, ON THE S SIDE OF U.S. HIGHWAY 295,
 BO0494'OPPOSITE A GRAVEL STOCK PILE.  IT IS 86 FEET S OF THE CENTER
 BO0494'LINE OF U.S. HIGHWAY 290, 54 FEET S OF FENCELINE, AND 6.5
 BO0494'FEET S OF A 2- BY 4-INCH WOODEN MARKER POST.
 BO0494'
 BO0494'REFERENCE MARK 1 IS 11 FEET S OF THE FENCELINE.
 BO0494'
 BO0494'REFERENCE MARK 2 IS 11 FEET S OF THE FENCELINE.
 BO0494'
 BO0494'TO REACH STATION FROM SONORA POST OFFICE, GO W ON U.S. HIGHWAY
 BO0494'290 FOR 21.0 MILES TO THE SUTTON-CROCKETT COUNTY LINE.  CONTINUE
 BO0494'W ON HIGHWAY 290 FOR 0.9 MILE TO THE TOP OF A RIDGE AND STATION
 BO0494'ON LEFT.
 BO0494
 BO0494                          STATION RECOVERY (1964)
 BO0494
 BO0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BO0494'ON JULY 16, 1964, A LOCAL SURVEYOR TELEPHONED THE WASHINGTON
 BO0494'OFFICE, INDICATING THAT HE FOUND THE AZIMUTH MARK CEMENTED IN
 BO0494'A CONCRETE CULVERT.  HIS SURVEY FAILED TO CHECK BY 36 MINUTES.
 BO0494
 BO0494                          STATION RECOVERY (1966)
 BO0494
 BO0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 BO0494'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 BO0494'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 BO0494'STATION SURFACE MARK, REFERENCE MARK NO. 1 AND REFERENCE
 BO0494'MARK NO. 2 HAD TO BE DESTROYED TO CLEAR THE AREA FOR HIGHWAY
 BO0494'IMPROVEMENT.  TRIANGULATION STATION GRAVEL 2 WAS SET ALONG THE
 BO0494'SOUTH SIDE OF INTERSTATE HIGHWAY 10.  A TRAVERSE CONNECTION
 BO0494'WAS MADE TO TRIANGULATION STATION GRAVEL 2, DISTANCE BEING
 BO0494'130.713 METERS (428.85 FEET) SOUTH-SOUTHEAST OF STATION
 BO0494'GRAVEL.
 BO0494'
 BO0494'THE AZIMUTH MARK WAS USED TO SERVE AS THE AZIMUTH MARK FOR
 BO0494'STATION GRAVEL 2.  THE SUB-MARK OF STATION GRAVEL WILL BE UNDER
 BO0494'THE ROAD BED OF INTERSTATE HIGHWAY 10 ON COMPLETION OF
 BO0494'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0495 ***********************************************************************
 BO0495  DESIGNATION -  GRAVEL 2
 BO0495  PID         -  BO0495
 BO0495  STATE/COUNTY-  TX/CROCKETT
 BO0495  USGS QUAD   -  NOLEN DRAW (1982)
 BO0495
 BO0495                         *CURRENT SURVEY CONTROL
 BO0495  ___________________________________________________________________
 BO0495* NAD 83(1993)-  30 39 55.28744(N)    100 58 17.61926(W)     ADJUSTED  
 BO0495* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 BO0495  ___________________________________________________________________
 BO0495  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 BO0495  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 BO0495
 BO0495  HORZ ORDER  -  THIRD
 BO0495
 BO0495.The horizontal coordinates were established by classical geodetic methods
 BO0495.and adjusted by the National Geodetic Survey in February 1996..
 BO0495.No horizontal observational check was made to the station.
 BO0495
 BO0495.The orthometric height was scaled from a topographic map.
 BO0495
 BO0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0495
 BO0495.The geoid height was determined by GEOID03.
 BO0495
 BO0495;                    North         East     Units Scale Factor Converg.
 BO0495;SPC TX C     - 3,110,885.554   638,841.255   MT  0.99989884   -0 19 43.4
 BO0495;SPC TX C     -10,206,297.02  2,095,931.68   sFT  0.99989884   -0 19 43.4
 BO0495;UTM  14      - 3,394,174.027   311,110.771   MT  1.00004015   -1 00 21.0
 BO0495
 BO0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0495!SPC TX C     -   0.99988636  x   0.99989884  =   0.99978521
 BO0495!UTM  14      -   0.99988636  x   1.00004015  =   0.99992650
 BO0495
 BO0495|---------------------------------------------------------------------|
 BO0495| PID    Reference Object                     Distance      Geod. Az  |
 BO0495|                                                           dddmmss.s |
 BO0495| CV4148 GRAVEL 2 RM 3                        16.163 METERS 03007     |
 BO0495| CV4145 GRAVEL AZ MK                                       0853238.7 |
 BO0495| CV4149 GRAVEL 2 RM 4                        19.529 METERS 30019     |
 BO0495| BO0494 GRAVEL                              130.713 METERS 34152     |
 BO0495|---------------------------------------------------------------------|
 BO0495
 BO0495                          SUPERSEDED SURVEY CONTROL
 BO0495
 BO0495  NAD 83(1986)-  30 39 55.29188(N)    100 58 17.60629(W) AD(       ) 3
 BO0495  NAD 27      -  30 39 54.64800(N)    100 58 16.24000(W) AD(       ) 3
 BO0495
 BO0495.Superseded values are not recommended for survey control.
 BO0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0495.See file dsdata.txt to determine how the superseded data were derived.
 BO0495
 BO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU1111194174(NAD 83)
 BO0495_MARKER: DS = TRIANGULATION STATION DISK
 BO0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0495
 BO0495  HISTORY     - Date     Condition        Report By
 BO0495  HISTORY     - 1966     MONUMENTED       CGS
 BO0495
 BO0495                          STATION DESCRIPTION
 BO0495
 BO0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 BO0495'THE STATION IS ABOUT 15 MILES EAST OF OZONA, 1 MILE WEST OF THE
 BO0495'CROCKETT-SUTTON COUNTY LINE, ON THE HIGHEST RIDGE IN THE
 BO0495'VICINITY, AND ON LAND OWNED BY MR. RALPH JONES.
 BO0495'
 BO0495'TO REACH THE STATION FROM THE COURT HOUSE IN OZONA, GO EAST ON
 BO0495'U.S. HIGHWAY 290 FOR 14.8 MILES TO THE STATION ON THE RIGHT.
 BO0495'CONTINUE ON THE HIGHWAY FOR 0.45 MILE TO THE AZIMUTH MARK ON
 BO0495'THE LEFT.
 BO0495'
 BO0495'STATION MARKS ARE STANDARD DISKS STAMPED GRAVEL 2 1966.  THE
 BO0495'SURFACE STATION DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 BO0495'WHICH PROJECTS ABOUT 4 INCHES.  IT IS 88 FEET SOUTH OF THE
 BO0495'SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 10, AND 2 FEET EAST
 BO0495'OF A METAL WITNESS POST.  THE UNDER GROUND DISK IS SET IN AN
 BO0495'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 BO0495'GROUND.
 BO0495'
 BO0495'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GRAVEL 2 NO 3 1966,
 BO0495'IS SET IN AN 8 IN X 8 IN CONCRETE POST WHICH PROJECTS ABOUT
 BO0495'6 INCHES.  IT IS 40 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY OF
 BO0495'INTERSTATE HIGHWAY 10, AND 54 FEET NORTHEAST OF THE METAL
 BO0495'WITNESS POST.
 BO0495'
 BO0495'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GRAVEL 2 NO 4
 BO0495'1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 BO0495'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 75 FEET
 BO0495'SOUTH OF THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 10, AND
 BO0495'62 FEET NORTHWEST OF THE METAL WITNESS POST.
 BO0495'
 BO0495'AZIMUTH MARK, A STANDARD DISK STAMPED GRAVEL 1943, IS CEMENTED
 BO0495'IN A DRILL HOLE IN THE NORTH HEADWALL OF A CONCRETE CULVERT
 BO0495'WHICH IS UNDER THE NORTH SERVICE ROAD ALONG INTERSTATE HIGHWAY
 BO0495'10.
 BO0495'
 BO0495'NOTE--THE REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE
 BO0495'TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0125 ***********************************************************************
 GL0125  DESIGNATION -  GRAVES
 GL0125  PID         -  GL0125
 GL0125  STATE/COUNTY-  TX/SHERMAN
 GL0125  USGS QUAD   -  LAUTZ (1965)
 GL0125
 GL0125                         *CURRENT SURVEY CONTROL
 GL0125  ___________________________________________________________________
 GL0125* NAD 83(1993)-  36 09 24.74042(N)    102 07 00.91255(W)     ADJUSTED  
 GL0125* NAVD 88     -      1141.399  (meters)    3744.74   (feet)  ADJUSTED  
 GL0125  ___________________________________________________________________
 GL0125  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 GL0125  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 GL0125  DYNAMIC HT  -        1140.114 (meters)    3740.52  (feet)  COMP
 GL0125  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 GL0125
 GL0125  HORZ ORDER  -  SECOND
 GL0125  VERT ORDER  -  SECOND    CLASS 0
 GL0125
 GL0125.The horizontal coordinates were established by classical geodetic methods
 GL0125.and adjusted by the National Geodetic Survey in February 1996..
 GL0125
 GL0125.The orthometric height was determined by differential leveling
 GL0125.and adjusted by the National Geodetic Survey in June 1991..
 GL0125
 GL0125.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0125
 GL0125.The geoid height was determined by GEOID03.
 GL0125
 GL0125.The dynamic height is computed by dividing the NAVD 88
 GL0125.geopotential number by the normal gravity value computed on the
 GL0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0125.degrees latitude (g = 980.6199 gals.).
 GL0125
 GL0125.The modeled gravity was interpolated from observed gravity values.
 GL0125
 GL0125;                    North         East     Units Scale Factor Converg.
 GL0125;SPC TX N     - 1,239,457.910   144,487.272   MT  0.99999393   -0 21 27.1
 GL0125;SPC TX N     - 4,066,454.83    474,038.66   sFT  0.99999393   -0 21 27.1
 GL0125;UTM  13      - 4,005,200.024   759,363.070   MT  1.00042894   +1 42 07.1
 GL0125
 GL0125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0125!SPC TX N     -   0.99982490  x   0.99999393  =   0.99981883
 GL0125!UTM  13      -   0.99982490  x   1.00042894  =   1.00025377
 GL0125
 GL0125|---------------------------------------------------------------------|
 GL0125| PID    Reference Object                     Distance      Geod. Az  |
 GL0125|                                                           dddmmss.s |
 GL0125| GL0126 GRAVES RM 1                         130.333 METERS 07133     |
 GL0125| GL0127 GRAVES RM 2                         147.548 METERS 12236     |
 GL0125| GL0128 GRAVES AZ MK                                       1585839.1 |
 GL0125| GL1359 CONLEN JD CRABTREE GRAIN ELEV       APPROX.14.0 KM 3072632.7 |
 GL0125|---------------------------------------------------------------------|
 GL0125
 GL0125                          SUPERSEDED SURVEY CONTROL
 GL0125
 GL0125  NAD 83(1993)-  36 09 24.73995(N)    102 07 00.91319(W) AD(       ) 2
 GL0125  NAD 83(1986)-  36 09 24.74998(N)    102 07 00.90249(W) AD(       ) 2
 GL0125  NAD 27      -  36 09 24.63400(N)    102 06 59.26300(W) AD(       ) 2
 GL0125  NGVD 29 (07/19/86) 1140.88   (m)         3743.0    (f) LEVELING    3  
 GL0125
 GL0125.Superseded values are not recommended for survey control.
 GL0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0125.See file dsdata.txt to determine how the superseded data were derived.
 GL0125
 GL0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA5936305200(NAD 83)
 GL0125_MARKER: DS = TRIANGULATION STATION DISK
 GL0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0125_STAMPING: GRAVES 1935
 GL0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0125+STABILITY: SURFACE MOTION
 GL0125
 GL0125  HISTORY     - Date     Condition        Report By
 GL0125  HISTORY     - 1935     MONUMENTED       CGS
 GL0125  HISTORY     - 1952     GOOD             CGS
 GL0125  HISTORY     - 1952     GOOD             NGS
 GL0125  HISTORY     - 1953     GOOD             CGS
 GL0125  HISTORY     - 1962     SEE DESCRIPTION  USGS
 GL0125
 GL0125                          STATION DESCRIPTION
 GL0125
 GL0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL0125'THE STATION IS 13 MILES AIRLINE SSW OF STRATFORD, IN SECTION
 GL0125'386, BLOCK 1-T, ON A HGH RISE OF PASTURE LAND 4.75 MILES W AND
 GL0125'2.0 MLES S OF LAUTZ SIDING ON THE PANHANDLE AND SANTA FE RAILROAD
 GL0125'AND 0.3 MILE N OF E-W SECTION LINE ROAD.
 GL0125'
 GL0125'THE STATION MARK LIES 0.3 MILE S OF A LONG SHACK, 427 FEET W
 GL0125'OF A N-S SECTION LINE FENCE, 207-1/2 FEET W OF A WHITE GRAVE
 GL0125'STONE (MARKED G.P. STONE 1883-1917), 201 FEET W OF A GREY GRAVE
 GL0125'STONE (MARKED DICY WIFE OF G.T. WHALEY, 1869-1913).  IT PROJECTS
 GL0125'6 INCHES.
 GL0125'
 GL0125'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GL0125'BRONZE DISKS SET IN CONCRETE.
 GL0125'
 GL0125'REFERENCE MARK NO. 1 LIES E OF THE STATION.  IT IS 1 FOOT W OF
 GL0125'A N-S SECTION LINE FENCE AND PROJECTS 6 INCHES.
 GL0125'
 GL0125'REFERENCE MARK NO. 2 LIES SE OF THE STATION.  IT IS 1 FOOT W
 GL0125'OF A N-S SECTION LINE FENCE.
 GL0125'
 GL0125'THE AZIMUTH MARK LIES SSE OF THE STATION.  IT IS 1 FOOT N OF
 GL0125'AN E-W SECTION LINE FENCE (N RIGHT-OF-WAY FENCE OF E-W SECTION
 GL0125'LINE ROAD), 12.0 FEET W OF THE W GATEPOST OF A WIRE GATE IN THE
 GL0125'N RIGHT-OF-WAY FENCE OF THE E-W ROAD, AND 20.0 FEET N OF THE
 GL0125'CENTER LINE OF THE ROAD.
 GL0125'
 GL0125'THE STATION MAY BE REACHED FROM THE PANHANDLE AND SANTA FE
 GL0125'RAILROAD DEPOT, IN STRATFORD, BY DRIVING S ON STATE HIGHWAY 9
 GL0125'FOR 10.6 MILES, TO LAUTZ SIDING OF PANHANDLE AND SANTA FE
 GL0125'RAILROAD.  CONTINUE S ON STATE HIGHWAY 9, 0.3 MILE TO A
 GL0125'RAILROAD GRADE CROSSING.  TURN RIGHT OR W, OVER THE RAILROAD,
 GL0125'DRIVE 1.7 MILES ON A GRADED ROAD, TO A ROAD T-INTERSECTION (STEM
 GL0125'W).  TURN LEFT OR S HERE AND DRIVE 2.0 MILES ON THE GRADE TO A
 GL0125'ROAD T-INTERSECTION OF THE GRADED ROAD AND A SECTION LINE ROAD
 GL0125'(STEM OF T-INTERSECTION)W.  TURN W ON TO SECTION LINE ROAD,
 GL0125'DRIVE 3.0 MILES TO A WIRE GATE IN THE N RIGHT-OF-WAY FENCE
 GL0125'(AZIMUTH MARK LOCATED W OF THIS GATE), DRIVE NNW, THROUGH
 GL0125'THE WIRE GATE, 0.3 MILE TO THE HIGHEST POINT OF THE RISE (W OF
 GL0125'THE GRAVE STONES VISIBLE FROM THE GATE) AND THE STATION.
 GL0125'
 GL0125'A 10-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 GL0125
 GL0125                          STATION RECOVERY (1952)
 GL0125
 GL0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EWR)
 GL0125'STATION IS LOCATED 5.5 MILES S ALONG FARM ROAD 807 FROM ITS
 GL0125'JUNCTION WITH U.S. HIGHWAY 54 AT CONLEN, THENCE 7.0 MILES E ALONG
 GL0125'A GRADED DIRT ROAD, 0.3 MILE N OF AN E-W ROAD, 0.1 MILE W OF A
 GL0125'N-S FENCE, 201 FEET SW OF THE SW CORNER OF A SMALL CEMETERY, AND
 GL0125'2 FEET S OF A WITNESS POST.
 GL0125'
 GL0125'STATION MARK IS A STANDARD STATION DISK SET IN THE TOP OF A
 GL0125'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  IT IS
 GL0125'STAMPED GRAVES 1935.
 GL0125'
 GL0125'REFERENCE MARK 1 IS 0.3 MILE N AND 427 FEET NE OF THE STATION,
 GL0125'216 FEET NE OF THE SE CORNER OF SMALL CEMETERY, 2 FEET W OF A
 GL0125'N-S FENCE, AND 2 FEET S OF A WITNESS POST.  IT IS A STANDARD
 GL0125'REFERENCE DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0125'0.1 FOOT ABOVE THE GROUND, AND IS STAMPED GRAVES NO 1 1935.
 GL0125'
 GL0125'REFERENCE MARK 2 IS 483 FEET SE OF THE STATION, 0.2 MILE N OF
 GL0125'AN E-W ROAD, 1 FOOT W OF A FENCE, AND 2 FEET N OF A WITNESS
 GL0125'POST.  IT IS A STANDARD REFERENCE DISK, SET IN THE TOP OF A
 GL0125'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, AND IS
 GL0125'STAMPED GRAVES NO 2 1935.
 GL0125'
 GL0125'AZIMUTH MARK IS 0.3 MILE SE OF THE STATION, 40 FEET W OF A
 GL0125'FENCE CORNER, 31 FEET N OF THE CENTER LINE OF AN E-W ROAD, 7.4
 GL0125'FEET E OF A GATE POST, AND 2 FEET N OF A WITNESS POST.  IT IS A
 GL0125'STANDARD REFERENCE DISK, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0125'IS 1.5 FEET BELOW THE TOP OF THE GROUND, AND IS STAMPED GRAVES
 GL0125'AZIMUTH 1935.
 GL0125
 GL0125                          STATION RECOVERY (1952)
 GL0125
 GL0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0125'12.5 MI SE FROM CONLEN.
 GL0125'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0125'HIGHWAY 54 AT CONLEN, THENCE 7.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0125'0.3 MILE NORTH OF AN EAST AND WEST ROAD, 0.1 MILE WEST OF A NORTH AND
 GL0125'SOUTH FENCE, 201 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 GL0125'CEMETERY, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0125'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GL0125
 GL0125                          STATION RECOVERY (1953)
 GL0125
 GL0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL0125'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 GL0125'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 GL0125'
 GL0125'THE STATION IS LOCATED NEAR A SMALL GRAVEYARD ON THE HIGHEST
 GL0125'POINT OF A LARGE PASTURE, ABOUT 13 MILES AIRLINE SOUTH-SOUTHWEST
 GL0125'OF STRATFORD, ABOUT 16 MILES AIRLINE EAST OF CHAMBERLIN, AND
 GL0125'ABOUT 9 MILES AIRLINE SOUTHEAST OF CONLEN.
 GL0125'
 GL0125'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 807 AND U.S.
 GL0125'HIGHWAY 54 IN CONLEN GO SOUTH ON FARM ROAD 807 FOR 5.6 MILES TO
 GL0125'A CROSS ROAD.  TURN LEFT ONTO A GRADED ROAD AND GO EAST 7.2 MILES
 GL0125'TO A GATE, A NORTH-SOUTH FENCE LINE, AND THE AZIMUTH MARK ON THE
 GL0125'LEFT.  PASS THROUGH THE GATE AND GO NORTH-NORTHWEST 0.3 MILE TO A
 GL0125'WHITE WITNESS POST, A GRAVEYARD, AND THE STATION.
 GL0125'
 GL0125'THE STATION MARK IS A STANDARD DISK STAMPED, GRAVES 1935 SET
 GL0125'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 GL0125'ABOVE THE GROUND.  IT IS 12 FEET NORTHEAST OF A WHITE WITNESS POST
 GL0125'AND 207 FEET WEST-SOUTHWEST OF A GRAVESTONE ENGRAVED GEO. P.
 GL0125'STONE THAT IS IN THE SOUTHERN EDGE OF A SMALL GRAVEYARD.
 GL0125'
 GL0125'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, GRAVES NO
 GL0125'1 1935 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 GL0125'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 18 INCHES SOUTH OF A
 GL0125'WHITE WITNESS POST, 2 FEET WEST OF A FENCE LINE, AND ABOUT THE
 GL0125'SAME ELEVATION AS THE STATION.
 GL0125'
 GL0125'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, GRAVES NO 2
 GL0125'1935 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 GL0125'7 INCHES ABOVE THE GROUND.  IT IS 18 INCHES NORTH OF A WHITE
 GL0125'WITNESS POST, 1 FOOT WEST OF A FENCE LINE, AND ABOUT 6 FEET LOWER
 GL0125'THAN THE STATION.
 GL0125'
 GL0125'THE AZIMUTH MARK IS A REFERENCE MARK DISK STAMPED, GRAVES 1935
 GL0125'AZIMUTH SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS
 GL0125'6 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 2 FEET EAST OF A
 GL0125'WHITE WITNESS POST, 39 FEET WEST OF A FENCE CORNER, AND 30 FEET
 GL0125'NORTH OF THE CENTERLINE OF THE ROAD.
 GL0125
 GL0125                          STATION RECOVERY (1962)
 GL0125
 GL0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GL0125'STATION WAS FOUND LYING ON THE GROUND.  AZIMUTH MARK HAS BEEN
 GL0125'DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0128 ***********************************************************************
 GL0128  DESIGNATION -  GRAVES AZ MK
 GL0128  PID         -  GL0128
 GL0128  STATE/COUNTY-  TX/SHERMAN
 GL0128  USGS QUAD   -  LAUTZ (1965)
 GL0128
 GL0128                         *CURRENT SURVEY CONTROL
 GL0128  ___________________________________________________________________
 GL0128* NAD 83(1986)-  36 09 15.     (N)    102 06 54.     (W)     SCALED    
 GL0128* NAVD 88     -      1139.550  (meters)    3738.67   (feet)  ADJUSTED  
 GL0128  ___________________________________________________________________
 GL0128  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 GL0128  DYNAMIC HT  -        1138.268 (meters)    3734.47  (feet)  COMP
 GL0128  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 GL0128
 GL0128  VERT ORDER  -  SECOND    CLASS 0
 GL0128
 GL0128.The horizontal coordinates were scaled from a topographic map and have
 GL0128.an estimated accuracy of +/- 6 seconds.
 GL0128
 GL0128.The orthometric height was determined by differential leveling
 GL0128.and adjusted by the National Geodetic Survey in June 1991..
 GL0128
 GL0128.The geoid height was determined by GEOID03.
 GL0128
 GL0128.The dynamic height is computed by dividing the NAVD 88
 GL0128.geopotential number by the normal gravity value computed on the
 GL0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0128.degrees latitude (g = 980.6199 gals.).
 GL0128
 GL0128.The modeled gravity was interpolated from observed gravity values.
 GL0128
 GL0128;                    North         East    Units  Estimated Accuracy
 GL0128;SPC TX N     - 1,239,160.      144,660.      MT  (+/- 180 meters Scaled)
 GL0128
 GL0128                          SUPERSEDED SURVEY CONTROL
 GL0128
 GL0128.No superseded survey control is available for this station.
 GL0128
 GL0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA595049(NAD 83)
 GL0128_MARKER: DR = REFERENCE MARK DISK
 GL0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0128_STAMPING: GRAVES AZIMUTH 1935
 GL0128_MARK LOGO: CGS   
 GL0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0128+STABILITY: SURFACE MOTION
 GL0128
 GL0128  HISTORY     - Date     Condition        Report By
 GL0128  HISTORY     - 1935     MONUMENTED       CGS
 GL0128  HISTORY     - 1952     GOOD             NGS
 GL0128
 GL0128                          STATION DESCRIPTION
 GL0128
 GL0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0128'12.5 MI SE FROM CONLEN.
 GL0128'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0128'HIGHWAY 54 AT CONLEN, THENCE 7.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0128'40 FEET WEST OF A FENCE CORNER, 31 FEET NORTH OF THE CENTER LINE OF AN
 GL0128'EAST AND WEST ROAD, 7.4 FEET EAST OF A GATE POST, 2 FEET NORTH OF A
 GL0128'WITNESS POST, 0.3 MILE SOUTHEAST OF TRIANGULATION STATION GRAVES 1935,
 GL0128'SET IN THE TOP OF A CONCRETE POST WHICH IS 1.5 FEET BELOW THE TOP OF
 GL0128'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0126 ***********************************************************************
 GL0126  DESIGNATION -  GRAVES RM 1
 GL0126  PID         -  GL0126
 GL0126  STATE/COUNTY-  TX/SHERMAN
 GL0126  USGS QUAD   -  LAUTZ (1965)
 GL0126
 GL0126                         *CURRENT SURVEY CONTROL
 GL0126  ___________________________________________________________________
 GL0126* NAD 83(1986)-  36 09 24.     (N)    102 07 01.     (W)     SCALED    
 GL0126* NAVD 88     -      1140.998  (meters)    3743.42   (feet)  ADJUSTED  
 GL0126  ___________________________________________________________________
 GL0126  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 GL0126  DYNAMIC HT  -        1139.714 (meters)    3739.21  (feet)  COMP
 GL0126  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 GL0126
 GL0126  VERT ORDER  -  SECOND    CLASS 0
 GL0126
 GL0126.The horizontal coordinates were scaled from a topographic map and have
 GL0126.an estimated accuracy of +/- 6 seconds.
 GL0126
 GL0126.The orthometric height was determined by differential leveling
 GL0126.and adjusted by the National Geodetic Survey in June 1991..
 GL0126
 GL0126.The geoid height was determined by GEOID03.
 GL0126
 GL0126.The dynamic height is computed by dividing the NAVD 88
 GL0126.geopotential number by the normal gravity value computed on the
 GL0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0126.degrees latitude (g = 980.6199 gals.).
 GL0126
 GL0126.The modeled gravity was interpolated from observed gravity values.
 GL0126
 GL0126;                    North         East    Units  Estimated Accuracy
 GL0126;SPC TX N     - 1,239,440.      144,490.      MT  (+/- 180 meters Scaled)
 GL0126
 GL0126                          SUPERSEDED SURVEY CONTROL
 GL0126
 GL0126.No superseded survey control is available for this station.
 GL0126
 GL0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA593051(NAD 83)
 GL0126_MARKER: DR = REFERENCE MARK DISK
 GL0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0126_STAMPING: GRAVES NO 1 1935
 GL0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0126+STABILITY: SURFACE MOTION
 GL0126
 GL0126  HISTORY     - Date     Condition        Report By
 GL0126  HISTORY     - 1935     MONUMENTED       CGS
 GL0126  HISTORY     - 1952     GOOD             NGS
 GL0126
 GL0126                          STATION DESCRIPTION
 GL0126
 GL0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0126'12.5 MI SE FROM CONLEN.
 GL0126'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0126'HIGHWAY 54 AT CONLEN, THENCE 7.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0126'0.3 MILE EAST AND 427 FEET NORTHEAST OF TRIANGULATION STATION GRAVES
 GL0126'1935, 216 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A SMALL CEMETERY,
 GL0126'2 FEET WEST OF A NORTH AND SOUTH FENCE, 2 FEET SOUTH OF A WITNESS
 GL0126'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 GL0126'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0127 ***********************************************************************
 GL0127  DESIGNATION -  GRAVES RM 2
 GL0127  PID         -  GL0127
 GL0127  STATE/COUNTY-  TX/SHERMAN
 GL0127  USGS QUAD   -  LAUTZ (1965)
 GL0127
 GL0127                         *CURRENT SURVEY CONTROL
 GL0127  ___________________________________________________________________
 GL0127* NAD 83(1986)-  36 09 24.     (N)    102 07 01.     (W)     SCALED    
 GL0127* NAVD 88     -      1139.875  (meters)    3739.74   (feet)  ADJUSTED  
 GL0127  ___________________________________________________________________
 GL0127  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 GL0127  DYNAMIC HT  -        1138.592 (meters)    3735.53  (feet)  COMP
 GL0127  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 GL0127
 GL0127  VERT ORDER  -  SECOND    CLASS 0
 GL0127
 GL0127.The horizontal coordinates were scaled from a topographic map and have
 GL0127.an estimated accuracy of +/- 6 seconds.
 GL0127
 GL0127.The orthometric height was determined by differential leveling
 GL0127.and adjusted by the National Geodetic Survey in June 1991..
 GL0127
 GL0127.The geoid height was determined by GEOID03.
 GL0127
 GL0127.The dynamic height is computed by dividing the NAVD 88
 GL0127.geopotential number by the normal gravity value computed on the
 GL0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0127.degrees latitude (g = 980.6199 gals.).
 GL0127
 GL0127.The modeled gravity was interpolated from observed gravity values.
 GL0127
 GL0127;                    North         East    Units  Estimated Accuracy
 GL0127;SPC TX N     - 1,239,440.      144,490.      MT  (+/- 180 meters Scaled)
 GL0127
 GL0127                          SUPERSEDED SURVEY CONTROL
 GL0127
 GL0127.No superseded survey control is available for this station.
 GL0127
 GL0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA593051(NAD 83)
 GL0127_MARKER: DR = REFERENCE MARK DISK
 GL0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0127_STAMPING: GRAVES NO 2 1935
 GL0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0127+STABILITY: SURFACE MOTION
 GL0127
 GL0127  HISTORY     - Date     Condition        Report By
 GL0127  HISTORY     - 1935     MONUMENTED       CGS
 GL0127  HISTORY     - 1952     GOOD             NGS
 GL0127
 GL0127                          STATION DESCRIPTION
 GL0127
 GL0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0127'12.5 MI SE FROM CONLEN.
 GL0127'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0127'HIGHWAY 54 AT CONLEN, THENCE 7.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0127'0.2 MILE NORTH OF AN EAST AND WEST ROAD, 483 FEET SOUTHEAST OF
 GL0127'TRIANGULATION STATION GRAVES 1935, 1 FOOT WEST OF A FENCE, 2 FEET
 GL0127'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0127'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1220 ***********************************************************************
 AJ1220  DESIGNATION -  GRAVIS
 AJ1220  PID         -  AJ1220
 AJ1220  STATE/COUNTY-  TX/DUVAL
 AJ1220  USGS QUAD   -  BENAVIDES NE (1968)
 AJ1220
 AJ1220                         *CURRENT SURVEY CONTROL
 AJ1220  ___________________________________________________________________
 AJ1220* NAD 83(1993)-  27 43 32.87734(N)    098 21 10.60789(W)     ADJUSTED  
 AJ1220* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 AJ1220  ___________________________________________________________________
 AJ1220  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AJ1220  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 AJ1220
 AJ1220  HORZ ORDER  -  THIRD
 AJ1220
 AJ1220.The horizontal coordinates were established by classical geodetic methods
 AJ1220.and adjusted by the National Geodetic Survey in February 1996..
 AJ1220
 AJ1220.The orthometric height was scaled from a topographic map.
 AJ1220
 AJ1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1220
 AJ1220.The geoid height was determined by GEOID03.
 AJ1220
 AJ1220;                    North         East     Units Scale Factor Converg.
 AJ1220;SPC TX S     - 5,228,149.319   314,500.519   MT  0.99997454   +0 04 00.3
 AJ1220;SPC TX S     -17,152,686.56  1,031,823.79   sFT  0.99997454   +0 04 00.3
 AJ1220;UTM  14      - 3,066,995.914   563,781.007   MT  0.99965021   +0 18 03.8
 AJ1220
 AJ1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1220!SPC TX S     -   0.99998193  x   0.99997454  =   0.99995647
 AJ1220!UTM  14      -   0.99998193  x   0.99965021  =   0.99963215
 AJ1220
 AJ1220:                Primary Azimuth Mark                     Grid Az
 AJ1220:SPC TX S     -  PETERS                                   187 37 13.6
 AJ1220:UTM  14      -  PETERS                                   187 23 10.1
 AJ1220
 AJ1220|---------------------------------------------------------------------|
 AJ1220| PID    Reference Object                     Distance      Geod. Az  |
 AJ1220|                                                           dddmmss.s |
 AJ1220| AJ1221 PETERS                              APPROX. 9.9 KM 1874113.9 |
 AJ1220|---------------------------------------------------------------------|
 AJ1220
 AJ1220                          SUPERSEDED SURVEY CONTROL
 AJ1220
 AJ1220  NAD 83(1986)-  27 43 32.88396(N)    098 21 10.58402(W) AD(       ) 3
 AJ1220  NAD 27      -  27 43 31.78408(N)    098 21 09.55420(W) AD(       ) 3
 AJ1220
 AJ1220.Superseded values are not recommended for survey control.
 AJ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1220.See file dsdata.txt to determine how the superseded data were derived.
 AJ1220
 AJ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR6378166996(NAD 83)
 AJ1220_MARKER: Z = SEE DESCRIPTION
 AJ1220_SETTING: 0 = UNSPECIFIED SETTING
 AJ1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1220
 AJ1220  HISTORY     - Date     Condition        Report By
 AJ1220  HISTORY     - 1920     MONUMENTED       USGS
 AJ1220
 AJ1220                          STATION DESCRIPTION
 AJ1220
 AJ1220'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1220'FROM SAN DIEGO OR BENAVIDES GO TO GRAVIS SHIPPING PENS OIL CITY
 AJ1220'RAILWAY STATION, THEN NW. TO GRAVIS RANCH, THEN TO MORAS RANCH, THEN
 AJ1220'1.5 MI. NE. TO GATE IN FENCE N. AND S., THEN THROUGH GATE AND N. ALONG
 AJ1220'FENCE TO E. AND W. FENCE, THEN TO STATION ON HIGHEST PART OF RIDGE.
 AJ1220'STATION IS ABOUT 0.75 MI. NW. OF WINDMILL.
 AJ1220'
 AJ1220'STATION MARK - STANDARD IRON POST SET IN GROUND PROJECTING 10 IN.
 AJ1220'ABOVE SURFACE.
 AJ1220'
 AJ1220'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0489 ***********************************************************************
 CS0489  DESIGNATION -  GRAY
 CS0489  PID         -  CS0489
 CS0489  STATE/COUNTY-  TX/NAVARRO
 CS0489  USGS QUAD   -  ROSSER SW (1962)
 CS0489
 CS0489                         *CURRENT SURVEY CONTROL
 CS0489  ___________________________________________________________________
 CS0489* NAD 83(1993)-  32 15 19.50022(N)    096 23 31.90048(W)     ADJUSTED  
 CS0489* NAVD 88     -       129.577  (meters)     425.12   (feet)  ADJUSTED  
 CS0489  ___________________________________________________________________
 CS0489  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CS0489  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0489  DYNAMIC HT  -         129.428 (meters)     424.63  (feet)  COMP
 CS0489  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CS0489
 CS0489  HORZ ORDER  -  FIRST
 CS0489  VERT ORDER  -  SECOND    CLASS 0
 CS0489
 CS0489.The horizontal coordinates were established by classical geodetic methods
 CS0489.and adjusted by the National Geodetic Survey in February 1996..
 CS0489
 CS0489.The orthometric height was determined by differential leveling
 CS0489.and adjusted by the National Geodetic Survey in June 1991..
 CS0489
 CS0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0489
 CS0489.The geoid height was determined by GEOID03.
 CS0489
 CS0489.The dynamic height is computed by dividing the NAVD 88
 CS0489.geopotential number by the normal gravity value computed on the
 CS0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0489.degrees latitude (g = 980.6199 gals.).
 CS0489
 CS0489.The modeled gravity was interpolated from observed gravity values.
 CS0489
 CS0489;                    North         East     Units Scale Factor Converg.
 CS0489;SPC TXNC     - 2,067,280.327   798,599.444   MT  0.99996842   +1 08 58.5
 CS0489;SPC TXNC     - 6,782,402.21  2,620,071.68   sFT  0.99996842   +1 08 58.5
 CS0489;UTM  14      - 3,571,732.363   745,672.655   MT  1.00034436   +1 23 32.9
 CS0489
 CS0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0489!SPC TXNC     -   0.99998366  x   0.99996842  =   0.99995208
 CS0489!UTM  14      -   0.99998366  x   1.00034436  =   1.00032801
 CS0489
 CS0489|---------------------------------------------------------------------|
 CS0489| PID    Reference Object                     Distance      Geod. Az  |
 CS0489|                                                           dddmmss.s |
 CS0489| CS0490 GRAY RM 1                            37.192 METERS 14547     |
 CS0489| CS0487 A 388                                              2384634.6 |
 CS0489| CS0488 GRAY RM 2                            34.619 METERS 26212     |
 CS0489| CS2656 RICE METHODIST EPISCOPAL CH         APPROX.10.1 KM 2631921.5 |
 CS0489| CS2658 RICE FORTUNE GIN CO WATER TANK      APPROX.10.2 KM 2632711.1 |
 CS0489| CS2663 VALLEY FARMS ELEVATOR               APPROX. 6.8 KM 3481119.8 |
 CS0489| CS2669 ROSSER VALLEY FARMS ELEVATOR        APPROX.22.5 KM 3483617.0 |
 CS0489|---------------------------------------------------------------------|
 CS0489
 CS0489                          SUPERSEDED SURVEY CONTROL
 CS0489
 CS0489  NAD 83(1986)-  32 15 19.50770(N)    096 23 31.88316(W) AD(       ) 1
 CS0489  NAD 27      -  32 15 18.97700(N)    096 23 30.94800(W) AD(       ) 1
 CS0489  NGVD 29 (??/??/92)  129.579  (m)          425.13   (f) ADJ UNCH    2 0
 CS0489
 CS0489.Superseded values are not recommended for survey control.
 CS0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0489.See file dsdata.txt to determine how the superseded data were derived.
 CS0489
 CS0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA4567371732(NAD 83)
 CS0489_MARKER: DS = TRIANGULATION STATION DISK
 CS0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0489_STAMPING: GRAY 1947
 CS0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0489+STABILITY: SURFACE MOTION
 CS0489
 CS0489  HISTORY     - Date     Condition        Report By
 CS0489  HISTORY     - 1947     MONUMENTED       CGS
 CS0489  HISTORY     - 1947     GOOD             CGS
 CS0489  HISTORY     - 1959     GOOD             CGS
 CS0489
 CS0489                          STATION DESCRIPTION
 CS0489
 CS0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS0489'THE STATION IS LOCATED ON THE EAST END OF A LOW RIDGE, ABOUT
 CS0489'16 MILES SOUTHEAST OF ENNIS, ABOUT 11-1/2 MILES NORTH-NORTHEAST
 CS0489'OF CORSICANA, ABOUT 6 MILES EAST OF RICE AND ABOUT 6 MILES
 CS0489'WEST OF TRINITY RIVER.  IT IS SITUATED ABOUT 0.1 MILE SOUTHWEST
 CS0489'OF A FARM HOUSE OCCUPIED BY U.W. RAY, 60 FEET EAST OF
 CS0489'CENTER OF DIRT ROAD AND 15 FEET SOUTH OF A REFERENCE POST
 CS0489'SET IN FENCE LINE.  THE DISK IS STAMPED GRAY 1947 AND IS SET
 CS0489'FLUSH WITH THE SURFACE OF THE GROUND.
 CS0489'
 CS0489'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 1 FOOT SOUTH OF
 CS0489'FENCE LINE.  IT IS STAMPED GRAY NO 1 1947 AND PROJECTS 6
 CS0489'INCHES.
 CS0489'
 CS0489'REFERENCE MARK NO. 2 IS 25 FEET EAST OF CENTER OF DIRT ROAD
 CS0489'AND 1 FOOT EAST OF FENCE LINE.  IT IS STAMPED GRAY NO 2 1947
 CS0489'AND PROJECTS 6 INCHES.
 CS0489'
 CS0489'U.S.C. AND G.S. BENCH MARK, STAMPED A-388 1946, WILL SERVE
 CS0489'AS AN AZIMUTH MARK.  IT IS LOCATED 0.45 MILE SOUTHWEST OF
 CS0489'STATION, 75 FEET NORTHEAST OF Y ROAD INTERSECTION, 2 FEET
 CS0489'EAST OF FENCE LINE AND 2 FEET NORTH OF A WHITE (USBM) WITNESS
 CS0489'POST.  IT IS A STANDARD USC AND GS BENCH MARK AND PROJECTS
 CS0489'3 INCHES.
 CS0489'
 CS0489'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 34 AND
 CS0489'U.S. HIGHWAY 75 IN ENNIS GO SOUTHEASTERLY ON U.S. HIGHWAY 75
 CS0489'FOR 13.0 MILES TO CROSSROAD, TURN LEFT ON DIRT ROAD AND GO
 CS0489'3.7 MILES TO FORK, KEEP RIGHT ON MAIN TRAVELED ROAD AND GO 0.6
 CS0489'MILE TO A T ROAD, TURN LEFT AND GO 1.0 MILE THE LITTLE GROCERY
 CS0489'IN CHATFIELD, CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 1.15
 CS0489'MILE TO A FORK AND THE BENCH MARK ON THE LEFT.  THENCE KEEP
 CS0489'RIGHT AND GO 0.45 MILE TO THE NORTHWEST CORNER OF A PASTURE
 CS0489'AND THE STATION AS DESCRIBED.
 CS0489'
 CS0489'A 74 FOOT SIGNAL AT BRIAR IS VISIBLE AT 77 FEET.
 CS0489'
 CS0489'A 100 FOOT SIGNAL AT CARL IS VISIBLE AT 90 FEET.
 CS0489'
 CS0489'AN 87 FOOT SIGNAL AT RICE IS VISIBLE AT 37 FEET.
 CS0489'
 CS0489'A 74 FOOT SIGNAL AT TELICO IS VISIBLE AT 37 FEET.
 CS0489'
 CS0489'AN 87 FOOT SIGNAL AT BOIS IS VISIBLE AT 37 FEET.
 CS0489'
 CS0489'A 100 FOOT SIGNAL AT CONEY IS VISIBLE AT 37 FEET.
 CS0489'
 CS0489'A 100 FOOT SIGNAL AT TOOL IS VISIBLE AT 37 FEET.
 CS0489'
 CS0489'A 100 FOOT SIGNAL AT BAZETTE IS VISIBLE AT 37 FEET.
 CS0489'
 CS0489'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS0489
 CS0489                          STATION RECOVERY (1947)
 CS0489
 CS0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS0489'1.5 MI NE FROM CHATFIELD.
 CS0489'1.5 MILE NORTHEAST ALONG A DIRT ROAD FROM THE METHODIST CHURCH AT
 CS0489'CHATFIELD, AT THE TOP OF A SMALL HILL, 84.5 FEET SOUTHEAST OF AND
 CS0489'ACROSS THE ROAD FROM REA CO-OP POLE NO. 7 15 5, 65.0 FEET SOUTHEAST OF
 CS0489'THE CENTER OF THE ROAD, 48.3 FEET SOUTHEAST OF A FENCE CORNER POST,
 CS0489'12.0 FEET SOUTHWEST OF A REFERENCE POST WHICH IS SET IN A
 CS0489'NORTHWEST-SOUTHEAST FENCE LINE, 122.0 FEET NORTHWEST OF REFERENCE MARK
 CS0489'GRAY NO 1, 113.6 FEET EAST OF REFERENCE MARK GRAY NO 2, BRONZE
 CS0489'TRIANGULATION STATION DISK SET IN A CONCRETE POST ABOUT 2 FEET ABOVE
 CS0489'THE ROAD AND ABOUT FLUSH WITH THE TOP OF THE GROUND.
 CS0489
 CS0489                          STATION RECOVERY (1959)
 CS0489
 CS0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ELJ)
 CS0489'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 CS0489'MARK NO. 1 HAS BEEN REMOVED.  DIRECTIONS FOR PROCEEDING TO
 CS0489'STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1238 ***********************************************************************
 AJ1238  DESIGNATION -  GRAY
 AJ1238  PID         -  AJ1238
 AJ1238  STATE/COUNTY-  TX/DUVAL
 AJ1238  USGS QUAD   -  ROSITA NW (1969)
 AJ1238
 AJ1238                         *CURRENT SURVEY CONTROL
 AJ1238  ___________________________________________________________________
 AJ1238* NAD 83(1993)-  27 56 42.50251(N)    098 26 34.19173(W)     ADJUSTED  
 AJ1238* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 AJ1238  ___________________________________________________________________
 AJ1238  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AJ1238  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AJ1238
 AJ1238  HORZ ORDER  -  SECOND
 AJ1238
 AJ1238.The horizontal coordinates were established by classical geodetic methods
 AJ1238.and adjusted by the National Geodetic Survey in February 1996..
 AJ1238
 AJ1238.The orthometric height was scaled from a topographic map.
 AJ1238
 AJ1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1238
 AJ1238.The geoid height was determined by GEOID03.
 AJ1238
 AJ1238;                    North         East     Units Scale Factor Converg.
 AJ1238;SPC TX S     - 5,252,448.767   305,626.261   MT  1.00003021   +0 01 33.4
 AJ1238;SPC TX S     -17,232,409.00  1,002,708.82   sFT  1.00003021   +0 01 33.4
 AJ1238;SPC TXSC     - 4,012,522.954   654,840.179   MT  1.00015458   +0 16 22.7
 AJ1238;SPC TXSC     -13,164,419.06  2,148,421.49   sFT  1.00015458   +0 16 22.7
 AJ1238;UTM  14      - 3,091,250.117   554,810.466   MT  0.99963708   +0 15 40.0
 AJ1238
 AJ1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1238!SPC TX S     -   0.99997123  x   1.00003021  =   1.00000144
 AJ1238!SPC TXSC     -   0.99997123  x   1.00015458  =   1.00012580
 AJ1238!UTM  14      -   0.99997123  x   0.99963708  =   0.99960832
 AJ1238
 AJ1238|---------------------------------------------------------------------|
 AJ1238| PID    Reference Object                     Distance      Geod. Az  |
 AJ1238|                                                           dddmmss.s |
 AJ1238| CV3243 GRAY RM 1                            10.338 METERS 02655     |
 AJ1238| CV3242 GRAY AZ MK                                         0453002.1 |
 AJ1238| CV3244 GRAY RM 2                             9.038 METERS 26203     |
 AJ1238|---------------------------------------------------------------------|
 AJ1238
 AJ1238                          SUPERSEDED SURVEY CONTROL
 AJ1238
 AJ1238  NAD 83(1986)-  27 56 42.50848(N)    098 26 34.16762(W) AD(       ) 2
 AJ1238  NAD 27      -  27 56 41.44500(N)    098 26 33.12400(W) AD(       ) 2
 AJ1238
 AJ1238.Superseded values are not recommended for survey control.
 AJ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1238.See file dsdata.txt to determine how the superseded data were derived.
 AJ1238
 AJ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR5481091250(NAD 83)
 AJ1238_MARKER: DD = SURVEY DISK
 AJ1238_SETTING: 0 = UNSPECIFIED SETTING
 AJ1238
 AJ1238  HISTORY     - Date     Condition        Report By
 AJ1238  HISTORY     - 1953     MONUMENTED       USGS
 AJ1238  HISTORY     - 1969     GOOD             USGS
 AJ1238
 AJ1238                          STATION DESCRIPTION
 AJ1238
 AJ1238'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HSC)
 AJ1238'THE STATION IS LOCATED ABOUT 11.5 MILES NORTHEAST OF FREER,
 AJ1238'17.5 MILES NORTHWEST OF SAN DIEGO AND ON THE HIGHEST HILL IN
 AJ1238'THE VICINITY.
 AJ1238'
 AJ1238'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59
 AJ1238'AND STATE HIGHWAY 44 IN SAN DEIGO, GO WEST ON STATE HIGHWAY 44
 AJ1238'FOR 0.55 MILE TO A CROSSROAD, TURN RIGHT AND GO 1.3 MILES TO A
 AJ1238'FORK AND CATTLE GUARD.  CONTINUE STRAIGHT AHEAD ON THE LEFT
 AJ1238'FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR 14.7 MILES TO SOME
 AJ1238'RANCH BUILDINGS ON THE LEFT.  CONTINUE STRAIGHT AHEAD, CROSSING
 AJ1238'A CATTLE GUARD, AND GO 2.0 MILES TO A DIM ROAD LEFT.  TURN LEFT
 AJ1238'AND FOLLOW THE DIM ROAD FOR 0.45 MILE TO A WIRE GATE.  PASS
 AJ1238'THROUGH GATE AND CONTINUE ON BLADED ROAD FOR 1.7 MILES TO A
 AJ1238'CROSSROAD.  TURN RIGHT, NORTH, AND GO 0.4 MILE TO THE
 AJ1238'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.1 MILE TO A
 AJ1238'T-ROAD LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD 0.2 MILE TO A
 AJ1238'POINT WHERE THE ROAD CROSSES OVER A STEEP RIDGE.  LEAVE THE
 AJ1238'ROAD ON THE EAST SLOPE OF THE RIDGE AND PICK WAY SOUTH FOR
 AJ1238'0.15 MILE TO THE TOP OF THE RIDGE AND THE STATION.
 AJ1238'
 AJ1238'THE STATION MARK IS A STANDARD USGS DISK RIVITED TO THE TOP
 AJ1238'OF A 4-INCH PIPE THAT PROJECTS 18 INCHES.  THERE IS NO STAMPING
 AJ1238'ON THE DISK.
 AJ1238'
 AJ1238'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 AJ1238'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS STAMPED GRAY
 AJ1238'USGS NO 1 1953.
 AJ1238'
 AJ1238'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 10-INCH SQUARE
 AJ1238'CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS STAMPED GRAY USGS
 AJ1238'NO 2 1953.
 AJ1238'
 AJ1238'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 AJ1238'THAT PROJECTS 8 INCHES.  IT IS 15 FEET WEST OF THE CENTER OF A
 AJ1238'TRACK ROAD, 3 FEET NORTHWEST OF A WHITE WITNESS POST AND THE
 AJ1238'MARK IS STAMPED GRAY USGS 1953.
 AJ1238'
 AJ1238'ON PROPERTY OF MR. YATES OF SAN ANTONIO.  LAND LEASED BY MR.
 AJ1238'JOHN MARTIN.  MR. RENREYNALDO LICHENBURGER LIVES ON PROPERTY.
 AJ1238'
 AJ1238'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AJ1238
 AJ1238                          STATION RECOVERY (1969)
 AJ1238
 AJ1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AJ1238'STATION MARK - STANDARD USGS TABLET RIVETED IN IRON POST SET IN GROUND
 AJ1238'PROJECTING 18 IN.
 AJ1238'
 AJ1238'REFERENCE MARK - STONE 8 X 18 X 24 IN.SET IN GROUND,DRILL HOLE IN TOP,
 AJ1238'ARROW ON N. FACE POINTING TO CENTER, 27.89 FT., S 60 DEG 59 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1638 ***********************************************************************
 FL1638  DESIGNATION -  GRAY
 FL1638  PID         -  FL1638
 FL1638  STATE/COUNTY-  TX/HUTCHINSON
 FL1638  USGS QUAD   -  SKELLYTOWN NW (1971)
 FL1638
 FL1638                         *CURRENT SURVEY CONTROL
 FL1638  ___________________________________________________________________
 FL1638* NAD 83(1993)-  35 43 17.93694(N)    101 11 08.10900(W)     ADJUSTED  
 FL1638* NAVD 88     -       940.     (meters)    3084.     (feet)  SCALED    
 FL1638  ___________________________________________________________________
 FL1638  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FL1638  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FL1638
 FL1638  HORZ ORDER  -  THIRD
 FL1638
 FL1638.The horizontal coordinates were established by classical geodetic methods
 FL1638.and adjusted by the National Geodetic Survey in February 1996..
 FL1638
 FL1638.The orthometric height was scaled from a topographic map.
 FL1638
 FL1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1638
 FL1638.The geoid height was determined by GEOID03.
 FL1638
 FL1638;                    North         East     Units Scale Factor Converg.
 FL1638;SPC TX N     - 1,191,040.693   228,445.842   MT  0.99992488   +0 10 56.0
 FL1638;SPC TX N     - 3,907,606.01    749,492.73   sFT  0.99992488   +0 10 56.0
 FL1638;UTM  14      - 3,955,277.987   302,313.067   MT  1.00008159   -1 16 35.3
 FL1638
 FL1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1638!SPC TX N     -   0.99985665  x   0.99992488  =   0.99978154
 FL1638!UTM  14      -   0.99985665  x   1.00008159  =   0.99993823
 FL1638
 FL1638|---------------------------------------------------------------------|
 FL1638| PID    Reference Object                     Distance      Geod. Az  |
 FL1638|                                                           dddmmss.s |
 FL1638| CJ6532 GRAY RM 1                            12.497 METERS 09120     |
 FL1638| CJ6531 GRAY AZ MK                                         1851430.6 |
 FL1638| CJ6533 GRAY RM 2                            10.248 METERS 34638     |
 FL1638|---------------------------------------------------------------------|
 FL1638
 FL1638                          SUPERSEDED SURVEY CONTROL
 FL1638
 FL1638  NAD 83(1993)-  35 43 17.93802(N)    101 11 08.10786(W) AD(       ) 3
 FL1638  NAD 83(1986)-  35 43 17.94393(N)    101 11 08.09786(W) AD(       ) 3
 FL1638  NAD 27      -  35 43 17.79200(N)    101 11 06.53100(W) AD(       ) 3
 FL1638
 FL1638.Superseded values are not recommended for survey control.
 FL1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1638.See file dsdata.txt to determine how the superseded data were derived.
 FL1638
 FL1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0231355278(NAD 83)
 FL1638_MARKER: DS = TRIANGULATION STATION DISK
 FL1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1638_STAMPING: GRAY 1951
 FL1638_MARK LOGO: CGS   
 FL1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1638+STABILITY: SURFACE MOTION
 FL1638
 FL1638  HISTORY     - Date     Condition        Report By
 FL1638  HISTORY     - 1951     MONUMENTED       CGS
 FL1638  HISTORY     - 1951     GOOD             CGS
 FL1638  HISTORY     - 19850801 GOOD             NGS
 FL1638
 FL1638                          STATION DESCRIPTION
 FL1638
 FL1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1638'LOCATED ABOUT 11.5 MILES EAST NORTHEAST OF BORGER, 10.0 MILES
 FL1638'NORTH OF SKELLYTOWN, AND 1 MILE SOUTH OF THE FARM HOME OF MR.
 FL1638'BUEL GRAY, ON THE HIGH DIVIDE BETWEEN WHITE DEER CREEK AND
 FL1638'SPRING CREEK.
 FL1638'
 FL1638'REACHED FROM THE INTERSECTION OF TEXAS HIGHWAYS 152 AND 294,
 FL1638'1 MILE SOUTH OF SKELLYTOWN, BY GOING NORTHWEST ON 152 FOR
 FL1638'1.5 MILES TO A 5 WAY ROAD INTERSECTION.  HERE TURN RIGHT,
 FL1638'LEAVING 152, AND GO NORTH ON PAVED COUNTY ROAD WHICH CHANGES TO A
 FL1638'GRADED DIRT ROAD, FOR 9.8 MILES TO A CROSS ROAD AND STATION
 FL1638'ON RIGHT.
 FL1638'
 FL1638'STATION IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 FL1638'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  THE UNDERGROUND
 FL1638'MARK IS 3.0 FEET BELOW THE GROUND.  IT IS ABOUT 40 FEET NORTH OF
 FL1638'THE CENTERLINE OF THE EAST-WEST ROAD, AND 50 FEET EAST AND
 FL1638'20 FEET NORTH OF THE NORTH VALVE OF A LARGE GAS MAIN.
 FL1638'
 FL1638'REFERENCE MARK NUMBER ONE IS A STANDARD DISK SET IN THE TOP OF
 FL1638'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 FL1638'GROUND.  IT IS ABOUT 30 FT. EAST OF THE STATION.
 FL1638'
 FL1638'REFERENCE MARK NUMBER TWO IS A STANDARD DISK SET IN THE TOP
 FL1638'OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 FL1638'GROUND.  IT IS ABOUT 30 FT. NORTH OF THE STATION.
 FL1638'
 FL1638'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE
 FL1638'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 FL1638'ABOVE THE GROUND.  IT IS 0.5 MILES SOUTH OF THE STATION ALONG THE
 FL1638'ROAD.
 FL1638'
 FL1638'HEIGHT OF LIGHT ABOVE STATION MARK 3.1 METERS.
 FL1638
 FL1638                          STATION RECOVERY (1951)
 FL1638
 FL1638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1638'THE STATION IS LOCATED ABOUT 18 MILES NORTHWEST OF PAMPA, 10
 FL1638'MILES EAST-NORTHEAST OF BORGER, 100 YARDS EAST OF A CROSSROAD,
 FL1638'45 FEET NORTH OF A GRADED DIRT ROAD, AND 6 FEET EAST OF A WITNESS
 FL1638'POST.
 FL1638'
 FL1638'TO REACH THE STATION FROM THE RAILROAD CROSSING AT CABOT, WHICH
 FL1638'IS 1.0 MILE SOUTH OF SKELLYTOWN.  GO WEST ON STATE ROUTE 152
 FL1638'FOR 1.5 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 10.5
 FL1638'MILES TO A CROSSROAD AND THE STATION AS DESCRIBED.  TO REACH
 FL1638'THE AZIMUTH MARK FROM THE STATION.  GO SOUTH ON THE MAIN ROAD
 FL1638'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FL1638'
 FL1638'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL1638'POSTS.
 FL1638'
 FL1638'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED GRAY
 FL1638'1951.
 FL1638'
 FL1638'REFERENCE MARK NO. 1 IS 46 FEET NORTH OF A GRADED DIRT ROAD.  THE
 FL1638'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED GRAY NO 1 1951.
 FL1638'
 FL1638'REFERENCE MARK NO. 2 IS 77 FEET NORTH OF A GRADED DIRT ROAD.
 FL1638'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED GRAY NO
 FL1638'2 1951.
 FL1638'
 FL1638'THE AZIMUTH MARK IS 30 FEET EAST OF A GRADED DIRT ROAD, 15 FEET
 FL1638'NORTH OF A DRIVEWAY, 3 FEET SOUTH OF A WITNESS POST, AND IN A
 FL1638'NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 FL1638'IS STAMPED GRAY 1951.
 FL1638
 FL1638                          STATION RECOVERY (1985)
 FL1638
 FL1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 FL1638'STATION MARK AND REFERENCE MARK 2 FOUND IN GOOD CONDITION.  REFERENCE
 FL1638'MARK 1 WAS FOUND TO BE LEANING SLIGHTLY.  THE AZIMUTH MARK WAS NOT
 FL1638'FOUND AND A NEW AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  NO
 FL1638'WITNESS POST WAS SET DUE TO CATTLE AT THE STATION.  THE STATION IS
 FL1638'LOCATED 18.4 KM (11.45 MI) EAST-NORTHEAST OF BORGER, 16.0 KM (9.95 MI)
 FL1638'NORTH OF SKELLYTOWN AND 0.08 KM (0.05 MI) EAST OF A ROAD JUNCTION.  TO
 FL1638'REACH FROM THE JUNCTION OF STATE HIGHWAY 152 AND FARM ROAD 294, ON THE
 FL1638'SOUTH EDGE OF SKELLYTOWN, GO NORTHWEST ON STATE HIGHWAY 152 FOR 2.40
 FL1638'KM (1.50 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED ROAD
 FL1638'FOR 16.80 KM (10.45 MI) TO A CROSSROAD AND WHERE THE PAVED ROAD CURVES
 FL1638'TO THE WEST.  TURN RIGHT ON A GRAVEL ROAD AND GO EAST FOR 0.08 KM
 FL1638'(0.05 MI) TO A GAS MAIN AND THE STATION ON THE LEFT .  STATION MARK,
 FL1638'STAMPED---GRAY 1951---, IS A STANDARD DISK SET IN TOP OF A SQUARE
 FL1638'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 91 METERS (298.6 FT)
 FL1638'EAST OF THE ROAD JUNCTION, 13.72 METERS (45.01 FT) NORTH OF THE CENTER
 FL1638'OF THE GRAVEL ROAD AND 6.10 METERS (20.01 FT) EAST OF A GAS MAIN.
 FL1638'REFERENCE MARK 1, STAMPED---GRAY NO 1 1951---, IS A STANDARD DISK SET
 FL1638'IN TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 104
 FL1638'METERS (341.2 FT) EAST OF THE ROAD JUNCTION, 19.81 METERS (64.99 FT)
 FL1638'EAST OF THE GAS MAIN AND 14.02 METERS (46.00 FT) NORTH OF THE CENTER
 FL1638'OF THE GRAVEL ROAD.  REFERENCE MARK 2, STAMPED---GRAY NO 2 1951---, IS
 FL1638'A STANDARD DISK SET IN TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 FL1638'THE GROUND.  IT IS 91 METERS (298.6 FT) EAST-NORTHEAST OF THE ROAD
 FL1638'JUNCTION, 24.23 METERS (79.49 FT) NORTH OF THE CENTER OF THE GRAVEL
 FL1638'ROAD AND 7.62 METERS (25.00 FT) EAST-NORTHEAST OF A GAS STATION.
 FL1638'AZIMUTH MARK 2, STATION---GRAY 2 1951 1985---, IS A STANDARD NGS DISK
 FL1638'SET IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 FL1638'11.58 METERS (37.99 FT) NORTH OF THE CENTER OF THE ROAD, 3.35 METERS
 FL1638'(10.99 FT) NORTHEAST OF THE CENTER OF A GATE, 0.55 METERS (1.80 FT)
 FL1638'NORTH OF A FENCE CORNER AND 0.43 METER (1.41 FT) EAST OF A WITNESS
 FL1638'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON A GRAVEL
 FL1638'ROAD, PASS THE ROAD JUNCTION FOR 0.72 KM (0.45 MI) TO A SLIGHTLY
 FL1638'RISING RIDGE AND THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0887 ***********************************************************************
 FM0887  DESIGNATION -  GRAY
 FM0887  PID         -  FM0887
 FM0887  STATE/COUNTY-  TX/OLDHAM
 FM0887  USGS QUAD   -  ROTTEN HILL (1966)
 FM0887
 FM0887                         *CURRENT SURVEY CONTROL
 FM0887  ___________________________________________________________________
 FM0887* NAD 83(1993)-  35 18 03.37710(N)    102 12 41.47523(W)     ADJUSTED  
 FM0887* NAVD 88     -      1094.     (meters)    3589.     (feet)  VERTCON   
 FM0887  ___________________________________________________________________
 FM0887  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 FM0887  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 FM0887
 FM0887  HORZ ORDER  -  THIRD
 FM0887
 FM0887.The horizontal coordinates were established by classical geodetic methods
 FM0887.and adjusted by the National Geodetic Survey in February 1996..
 FM0887
 FM0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0887
 FM0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0887
 FM0887.The geoid height was determined by GEOID03.
 FM0887
 FM0887;                    North         East     Units Scale Factor Converg.
 FM0887;SPC TX N     - 1,144,554.427   135,291.455   MT  0.99991295   -0 24 44.5
 FM0887;SPC TX N     - 3,755,092.32    443,868.72   sFT  0.99991295   -0 24 44.5
 FM0887;UTM  13      - 3,909,983.873   753,551.736   MT  1.00039235   +1 36 44.1
 FM0887
 FM0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0887!SPC TX N     -   0.99983225  x   0.99991295  =   0.99974521
 FM0887!UTM  13      -   0.99983225  x   1.00039235  =   1.00022453
 FM0887
 FM0887|---------------------------------------------------------------------|
 FM0887| PID    Reference Object                     Distance      Geod. Az  |
 FM0887|                                                           dddmmss.s |
 FM0887| FM0281 TT 22 L                             169.895 METERS 07222     |
 FM0887| CJ6535 GRAY RM 1                            14.592 METERS 12030     |
 FM0887| CJ6536 GRAY RM 2                            24.198 METERS 21426     |
 FM0887| CJ6534 GRAY AZ MK                                         2982737.5 |
 FM0887|---------------------------------------------------------------------|
 FM0887
 FM0887                          SUPERSEDED SURVEY CONTROL
 FM0887
 FM0887  NAD 83(1993)-  35 18 03.38330(N)    102 12 41.46592(W) AD(       ) 3
 FM0887  NAD 83(1986)-  35 18 03.38470(N)    102 12 41.46653(W) AD(       ) 3
 FM0887  NAD 27      -  35 18 03.19400(N)    102 12 39.74800(W) AD(       ) 3
 FM0887  NGVD 29 (07/19/86) 1094.     (m)         3589.     (f) VERT ANG       
 FM0887
 FM0887.Superseded values are not recommended for survey control.
 FM0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0887.See file dsdata.txt to determine how the superseded data were derived.
 FM0887
 FM0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5355209984(NAD 83)
 FM0887_MARKER: DS = TRIANGULATION STATION DISK
 FM0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0887
 FM0887  HISTORY     - Date     Condition        Report By
 FM0887  HISTORY     - 1953     MONUMENTED       CGS
 FM0887
 FM0887                          STATION DESCRIPTION
 FM0887
 FM0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0887'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35102-2, STATION 1012.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0740 ***********************************************************************
 CC0740  DESIGNATION -  GRAY
 CC0740  PID         -  CC0740
 CC0740  STATE/COUNTY-  TX/UPTON
 CC0740  USGS QUAD   -  MARLBORO CANYON (1971)
 CC0740
 CC0740                         *CURRENT SURVEY CONTROL
 CC0740  ___________________________________________________________________
 CC0740* NAD 83(1993)-  31 17 40.80530(N)    102 09 03.85480(W)     ADJUSTED  
 CC0740* NAVD 88     -       928.2    (meters)    3045.     (feet)  VERTCON   
 CC0740  ___________________________________________________________________
 CC0740  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 CC0740  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CC0740
 CC0740  HORZ ORDER  -  SECOND
 CC0740
 CC0740.The horizontal coordinates were established by classical geodetic methods
 CC0740.and adjusted by the National Geodetic Survey in February 1996..
 CC0740
 CC0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0740
 CC0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0740
 CC0740.The geoid height was determined by GEOID03.
 CC0740
 CC0740;                    North         East     Units Scale Factor Converg.
 CC0740;SPC TX C     - 3,181,887.128   526,960.347   MT  0.99989479   -0 56 10.5
 CC0740;SPC TX C     -10,439,241.35  1,728,869.07   sFT  0.99989479   -0 56 10.5
 CC0740;UTM  13      - 3,465,763.254   771,187.965   MT  1.00050721   +1 28 50.7
 CC0740
 CC0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0740!SPC TX C     -   0.99985799  x   0.99989479  =   0.99975280
 CC0740!UTM  13      -   0.99985799  x   1.00050721  =   1.00036513
 CC0740
 CC0740|---------------------------------------------------------------------|
 CC0740| PID    Reference Object                     Distance      Geod. Az  |
 CC0740|                                                           dddmmss.s |
 CC0740| CH9474 GRAY RM 1                                          03531     |
 CC0740| CH9473 GRAY AZ MK                                         1731123.1 |
 CC0740| CH9475 GRAY RM 2                            28.429 METERS 29822     |
 CC0740|---------------------------------------------------------------------|
 CC0740
 CC0740                          SUPERSEDED SURVEY CONTROL
 CC0740
 CC0740  NAD 83(1986)-  31 17 40.81310(N)    102 09 03.84400(W) AD(       ) 2
 CC0740  NAD 27      -  31 17 40.29600(N)    102 09 02.34800(W) AD(       ) 2
 CC0740  NGVD 29 (07/19/86)  927.9    (m)         3044.     (f) VERT ANG       
 CC0740
 CC0740.Superseded values are not recommended for survey control.
 CC0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0740.See file dsdata.txt to determine how the superseded data were derived.
 CC0740
 CC0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ7118865763(NAD 83)
 CC0740_MARKER: DS = TRIANGULATION STATION DISK
 CC0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0740
 CC0740  HISTORY     - Date     Condition        Report By
 CC0740  HISTORY     - 1935     MONUMENTED       CGS
 CC0740  HISTORY     - 1938     MARK NOT FOUND   TXHD
 CC0740  HISTORY     - 1939     GOOD             TSI
 CC0740  HISTORY     - 1943     GOOD             LOCENG
 CC0740  HISTORY     - 1946     GOOD             LOCENG
 CC0740  HISTORY     - 1954     GOOD             HUMBLE
 CC0740  HISTORY     - 1971     GOOD             NGS
 CC0740
 CC0740                          STATION DESCRIPTION
 CC0740
 CC0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0740'STATION IS ABOUT 13 MILES, AIRLINE, NNE OF MC CAMEY ON THE
 CC0740'NORTHEASTERLY EDGE OF HIGH MESA COUNTY, ABOUT 3 MILES
 CC0740'SOUTHWESTERLY OF THE CRANE-RANKIN HIGHWAY.  IT IS ON THE
 CC0740'TIP OF THAT SPUR OF THE MESA-TOP WHERE THE LINE, DETERMINED
 CC0740'BY THE TIPS OF THE SEVERAL SPURS, CHANGES ITS DIRECTION FROM
 CC0740'EASTERLY AND WESTERLY TO NORTHWESTERLY AND SOUTHEASTERLY.
 CC0740'IT IS ABOUT A MILE DISTANT, IN TRUE BEARING APPROXIMATELY
 CC0740'S 73 DEG E, FROM A FENCE T-INTERSECTION, WHICH IS BELIEVED
 CC0740'TO BE AT THE SE CORNER OF SECTION 83, BLOCK Y.  THE MARK IS
 CC0740'PLACED ON LAND OWNED BY MR. JIM O HARA OF CRISTOVAL AND
 CC0740'LEASED BY MRS. MAY B. GRAY OF OZONA, AND IT PROJECTS 6
 CC0740'INCHES ABOVE THE GROUND.
 CC0740'
 CC0740'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 CC0740'IN CONCRETE.
 CC0740'
 CC0740'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 CC0740'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CC0740'
 CC0740'REFERENCE MARK NO. 1 IS NNE OF THE STATION.
 CC0740'
 CC0740'REFERENCE MARK NO. 2 IS WNW OF THE STATION.
 CC0740'
 CC0740'THE AZIMUTH MARK IS S OF THE STATION.  IT IS 45 FEET S
 CC0740'OF THE N EDGE OF THE SPUR UPON WHICH IT IS LOCATED, WHICH
 CC0740'IS THE FIRST SPUR S OF THE ONE ON WHICH THE STATION IS LOCATED.
 CC0740'IT IS 35 FEET SW OF THE NE EDGE OF THE SAME SPUR AND 12
 CC0740'FEET N OF THE ONLY LARGE PROMINENT CLUMP OF BRUSH.
 CC0740'
 CC0740'THE STATION MAY BE REACHED FROM CRANE BY DRIVING E ON THE
 CC0740'CRANE-RANKIN OILED ROAD 2.6 MILES FROM THE FORD AUTO COMPANY
 CC0740'BUILDING TO CROSSROADS, WITH A SIGN TO MC ELROY RANCH AND TO
 CC0740'RANKIN.  TAKE THE RIGHT FORK IN A GENERAL SE DIRECTION AND
 CC0740'GO 12.8 MILES ON A GOOD GRADED ROAD.  A BLADED ROAD GOES TO
 CC0740'THE W HERE.  THERE IS A SMALL SIGN IN THE NW CORNER OF THE
 CC0740'INTERSECTION.  LEAVE THE MAIN ROAD AND TURN RIGHT AND GO W
 CC0740'ON THIS BLADED ROAD FOR 2.7 MILES, OR 0.1 MILE BEYOND A PIPE
 CC0740'GATE, TO A FORK.  TAKE THE LEFT FORK SOUTHWESTERLY ON BLADED
 CC0740'ROAD FOR 3.7 MILES, PASSING THROUGH THREE GATES ALONG THE
 CC0740'WAY.  ONE TENTH OF A MILE AFTER PASSNG THROUGH THE LAST GATE,
 CC0740'PASS THROUGH ANOTHER BOARD GATE AND ASCEND THE MESA TO
 CC0740'THE S FOR 0.7 MILE TO THE TOP OF THE MESA.  AT THE TOP OF
 CC0740'THE MESA, LEAVE THE MAIN ROAD AND TAKE THE LEFT FORK,
 CC0740'TRACK ROAD, EASTERLY FOR 0.2 MILE TO A BOARD GATE.  PASS
 CC0740'THROUGH GATE AND TURN N ON TRACK ROAD FOR 0.2 MILE TO A
 CC0740'BOARD GATE.  PASS THROUGH GATE AND DRIVE NORTHERLY AND
 CC0740'NORTHEASTERLY ON A PLAIN TRACK ROAD FOR 2.1 MILES TO A
 CC0740'FENCE Y-INTERSECTION.  PASS THROUGH WIRE GATE HERE AND
 CC0740'DRIVE E ACROSS COUNTRY ALONG S SIDE OF FENCE FOR 1.2 MILES
 CC0740'TO A FENCE T-INTERSECTION WITH STEM S.  PASS THROUGH A WIRE
 CC0740'GATE HERE AND DRIVE ACROSS COUNTRY TOWARD A VISIBLE SPUR OF
 CC0740'THE MESA, WHICH BEARS 96 DEG MAGNETIC FROM THE GATE, SKIRTING
 CC0740'AROUND THE S SIDE OF DRAW, FOR 1.3 MILES TO STATION.
 CC0740'
 CC0740'A 15-FOOT STAND WILL CLEAR ALL LINES, EXCEPT LIGON, UPLAND,
 CC0740'AND KING.
 CC0740
 CC0740                          STATION RECOVERY (1938)
 CC0740
 CC0740'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0740'STATION WAS NOT RECOVERED, COULD NOT LOCATE DUE TO DEVELOPMENT
 CC0740'OF OIL FIELD.
 CC0740
 CC0740                          STATION RECOVERY (1939)
 CC0740
 CC0740'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CC0740'STATION MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0740
 CC0740                          STATION RECOVERY (1943)
 CC0740
 CC0740'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943 (LMW)
 CC0740'STATION RECOVERED BY ROBERT H RAY INC.
 CC0740'
 CC0740'DESCRIPTION FOR REACHING STATION IS SATISFACTORY.  STATION
 CC0740'AND REFERENCE MARKS FOUND IN GOOD CONDITION.  NO ATTEMPT
 CC0740'MADE TO RECOVER AZIMUTH MARK.
 CC0740
 CC0740                          STATION RECOVERY (1946)
 CC0740
 CC0740'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (ROE)
 CC0740'STATION RECOVERED BY GEN GEOPHYSICAL CO.
 CC0740'
 CC0740'MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0740
 CC0740                          STATION RECOVERY (1954)
 CC0740
 CC0740'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1954 (HNS)
 CC0740'STATION, REFERENCE MARKS, AND AZIMUTH MARK IN GOOD CONDITION.
 CC0740'DESCRIPTION ADEQUATE.  THE STATION MAY BE REACHED FROM
 CC0740'RANKIN, BY DRIVING W ON U.S. HIGHWAY 67 FOR 0.5 MI. FROM THE
 CC0740'TRAFFIC LIGHT INTERSECTION OF STATE HIGHWAY 349 AND U.S.
 CC0740'HIGHWAY 67 TO THE INTERSECTION WITH STATE HIGHWAY 329.  TURN
 CC0740'RIGHT AND GO 14.15 MI. ON STATE HIGHWAY 329 IN A W-NW DIRECTION
 CC0740'TO A HIGHWAY Y-INTERSECTION.  TURN LEFT AND DRIVE ON A
 CC0740'PAVEMENT TOWARD MC CAMEY FOR 5.1 MI. IN A S-SE DIRECTION TO A
 CC0740'POINT WHERE THE HIGHWAY TURNS LEFT AROUND A MESA.  TURN RIGHT
 CC0740'OFF THE PAVEMENT AND PASS THROUGH A CATTLE GUARD ONTO A
 CC0740'GRADED ROAD AND GO 0.9 MI. IN A W DIRECTION TO A
 CC0740'Y-INTERSECTION.  TURN RIGHT AND GO 1.0 MI. W ON A GRADED ROAD TO
 CC0740'A CATTLE GUARD.  PASS THROUGH THE CATTLE GUARD AND GO
 CC0740'0.8 MI. TO A BOARD GATE AT THE JH RANCHHOUSE.  PASS
 CC0740'THROUGH THE GATE AND GO 0.1 MI. TO SOME STOCK PENS.
 CC0740'TURN RIGHT THROUGH TWO BOARD GATES AND GO 0.8 MI. N ON A
 CC0740'GRADED ROAD TO THE FOOT OF THE MESA.  ASCEND THE MESA TO
 CC0740'THE NW FOR 0.3 MI. TO THE TOP.  FOLLOW THE BLADED ROAD
 CC0740'FOR 0.3 MI. N TO A Y-INTERSECTION AT A CONCRETE WATER TANK.
 CC0740'TAKE THE RIGHT ROAD AND GO 1.0 MI. ON THE MAIN ROAD
 CC0740'SKIRTING AROUND THE N SIDE OF A DRAW IN AN E DIRECTION
 CC0740'TO A Y-INTERSECTION.  TURN LEFT OFF THE MAIN ROAD AND GO
 CC0740'0.4 MI. NE TO A WIRE GATE AT A FENCE T-INTERSECTION
 CC0740'WITH A STEM S.  PASS THROUGH THE GATE AND DRIVE ACROSS
 CC0740'COUNTRY TOWARD A VISIBLE SPUR OF THE MESA WHICH BEARS 96
 CC0740'DEG MAGNETIC FROM THE GATE, SKIRTING AROUND THE S SIDE
 CC0740'OF THE DRAW FOR 1.3 MI. TO THE STATION.
 CC0740
 CC0740                          STATION RECOVERY (1971)
 CC0740
 CC0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JTD)
 CC0740'STATION MARK AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 CC0740'AZIMUTH MARK NOT SEARCHED FOR.  NEW TO REACH DESCRIPTION
 CC0740'FOLLOWS.
 CC0740'
 CC0740'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 386, AND
 CC0740'STATE HWY. 329 IN CRANE, TEXAS, GO EAST AND SOUTH ON STATE
 CC0740'HWY. 329 FOR 17.8 MILES.  THEN RIGHT (SOUTH) ON KING MTN.
 CC0740'ROAD FOR 4.2 MILES.  THEN RIGHT (WEST) ON A GRADED ROAD FOR
 CC0740'3.2 MILE TO ROAD FORK.  TAKE RIGHT FORK UP STEEP GRADE FOR
 CC0740'0.5 MILE TO TOP OF MESA.  CONTINUE ON NORTH ALONG MAIN ROAD
 CC0740'FOR 0.35 MILE TO FORK.  TAKE RIGHT FORK (EAST) FOR 0.25
 CC0740'MILE.  THEN RIGHT (SE) ON TRACK ROAD FOR 1.0 MILE TO WINDMILL.
 CC0740'PASS THROUGH THREE GATES AROUND SOUTH SIDE OF WINDMILL AND
 CC0740'THEN FOLLOW TRAIL EAST FOR 0.45 MILE TO EAST EDGE OF MESA.
 CC0740'THEN DRIVE NORTH ALONG EDGE OF MESA FOR 0.3 MILE TO STATION
 CC0740'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1978 ***********************************************************************
 FL1978  DESIGNATION -  GRAY
 FL1978  PID         -  FL1978
 FL1978  STATE/COUNTY-  TX/GRAY
 FL1978  USGS QUAD   -  HUDGENS RANCH (1962)
 FL1978
 FL1978                         *CURRENT SURVEY CONTROL
 FL1978  ___________________________________________________________________
 FL1978* NAD 83(1993)-  35 17 57.67660(N)    100 42 27.22538(W)     ADJUSTED  
 FL1978* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 FL1978  ___________________________________________________________________
 FL1978  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FL1978  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FL1978
 FL1978  HORZ ORDER  -  THIRD
 FL1978
 FL1978.The horizontal coordinates were established by classical geodetic methods
 FL1978.and adjusted by the National Geodetic Survey in February 1996..
 FL1978
 FL1978.The orthometric height was scaled from a topographic map.
 FL1978
 FL1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1978
 FL1978.The geoid height was determined by GEOID03.
 FL1978
 FL1978;                    North         East     Units Scale Factor Converg.
 FL1978;SPC TX N     - 1,144,434.740   272,068.672   MT  0.99991301   +0 27 33.3
 FL1978;SPC TX N     - 3,754,699.64    892,611.97   sFT  0.99991301   +0 27 33.3
 FL1978;UTM  14      - 3,907,578.268   344,743.991   MT  0.99989706   -0 59 12.9
 FL1978
 FL1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1978!SPC TX N     -   0.99986905  x   0.99991301  =   0.99978207
 FL1978!UTM  14      -   0.99986905  x   0.99989706  =   0.99976613
 FL1978
 FL1978|---------------------------------------------------------------------|
 FL1978| PID    Reference Object                     Distance      Geod. Az  |
 FL1978|                                                           dddmmss.s |
 FL1978| CK9742 GRAY RM 1                             9.262 METERS 05813     |
 FL1978| CK9741 GRAY AZ MK                                         0890344.2 |
 FL1978| CK9743 GRAY RM 2                            18.752 METERS 18225     |
 FL1978| FL1992 ALANREED BAPTIST CHURCH CUPOLA      APPROX.10.0 KM 1951236.4 |
 FL1978| FL1993 AMARILLO ST LOUIS AWY BCN 5         APPROX. 8.6 KM 1965731.2 |
 FL1978|---------------------------------------------------------------------|
 FL1978
 FL1978                          SUPERSEDED SURVEY CONTROL
 FL1978
 FL1978  NAD 83(1993)-  35 17 57.67825(N)    100 42 27.22446(W) AD(       ) 3
 FL1978  NAD 83(1986)-  35 17 57.68159(N)    100 42 27.21580(W) AD(       ) 3
 FL1978  NAD 27      -  35 17 57.50400(N)    100 42 25.71900(W) AD(       ) 3
 FL1978
 FL1978.Superseded values are not recommended for survey control.
 FL1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1978.See file dsdata.txt to determine how the superseded data were derived.
 FL1978
 FL1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4474407578(NAD 83)
 FL1978_MARKER: DS = TRIANGULATION STATION DISK
 FL1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1978_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1978
 FL1978  HISTORY     - Date     Condition        Report By
 FL1978  HISTORY     - 1951     MONUMENTED       CGS
 FL1978  HISTORY     - 1956     GOOD             CGS
 FL1978  HISTORY     - 1961     GOOD             CGS
 FL1978
 FL1978                          STATION DESCRIPTION
 FL1978
 FL1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1978'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF A COUNTRY ROAD,
 FL1978'7.5 MILES NORTHWEST OF MC LEAN, 6 MILES NORTH-NORTHEAST OF
 FL1978'ALANREED, 1.0 MILE NORTH OF MC CLELLAN CREEK, 12 FEET NORTH
 FL1978'OF A DIRT ROAD, WHERE THE ROAD TURNS SHARPLY AND GOES IN A
 FL1978'SOUTHERLY DIRECTION, AND 4 FEET SOUTH OF A WIRE FENCE.  THE
 FL1978'MARK IS A BRONZE DISK STAMPED GRAY 1951, AND IS SET IN A
 FL1978'CONCRETE POST THAT SETS FLUSH WITH THE GROUND.
 FL1978'
 FL1978'REFERENCE MARK NO. 1 IS 1.0 FOOT SOUTH OF A WIRE FENCE.  THE
 FL1978'MARK IS A BRONZE DISK STAMPED GRAY NO 1 1951, AND IS SET IN A
 FL1978'CONCRETE POST THAT PROJECTS 3 INCHES.
 FL1978'
 FL1978'REFERENCE MARK NO. 2 IS 12 FEET SOUTH OF THE DIRT ROAD.  THE
 FL1978'MARK IS A BRONZE DISK STAMPED GRAY NO 2 1951, AND IS SET IN
 FL1978'A CONCRETE POST THAT PROJECTS 3 INCHES.
 FL1978'
 FL1978'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF THE ROAD TO THE STATION,
 FL1978'12 FEET NORTH OF THE ROAD, 2 FEET WEST OF A WITNESS POST, AND
 FL1978'1.0 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS A BRONZE DISK
 FL1978'STAMPED GRAY 1951, AND IS SET IN A CONCRETE POST THAT PROJECTS
 FL1978'6 INCHES.
 FL1978'
 FL1978'TO REACH FROM THE NORTHWEST CORNER OF THE VILLAGE SQUARE IN
 FL1978'LEFORS, GO SOUTHERLY ON STATE HIGHWAY 273 FOR 8.2 MILES, TURN
 FL1978'RIGHT ON GRADED DIRT ROAD AND GO SOUTH FOR 2.6 MILES TO A
 FL1978'CROSSROADS, CONTINUE SOUTH FOR 3.15 MILES TO WHERE THE ROAD
 FL1978'TURNS SHARP TO THE WEST, GO WEST 0.1 MILE TO THE AZIMUTH
 FL1978'MARK ON THE RIGHT, CONTINUE WEST FOR 0.45 MILE TO THE STATION AS
 FL1978'DESCRIBED.
 FL1978
 FL1978                          STATION RECOVERY (1956)
 FL1978
 FL1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL1978'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL1978'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL1978'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL1978
 FL1978                          STATION RECOVERY (1961)
 FL1978
 FL1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CB)
 FL1978'STATION HAS BEEN DESTROYED BY A ROAD GRADER.  REFERENCE MARKS NO.
 FL1978'1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0398 ***********************************************************************
 FL0398  DESIGNATION -  GRAY CO
 FL0398  PID         -  FL0398
 FL0398  STATE/COUNTY-  TX/GRAY
 FL0398  USGS QUAD   -  BACK (1962)
 FL0398
 FL0398                         *CURRENT SURVEY CONTROL
 FL0398  ___________________________________________________________________
 FL0398* NAD 83(1993)-  35 17 02.62946(N)    100 36 33.49420(W)     ADJUSTED  
 FL0398* NAVD 88     -       854.430  (meters)    2803.24   (feet)  POSTED    
 FL0398  ___________________________________________________________________
 FL0398  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FL0398  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL0398  DYNAMIC HT  -         853.510 (meters)    2800.22  (feet)  COMP
 FL0398  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 FL0398
 FL0398  HORZ ORDER  -  THIRD
 FL0398  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FL0398
 FL0398.The horizontal coordinates were established by classical geodetic methods
 FL0398.and adjusted by the National Geodetic Survey in February 1996..
 FL0398
 FL0398.The orthometric height was determined by differential leveling
 FL0398.and adjusted by the National Geodetic Survey in 1992..
 FL0398.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FL0398.rate of 2.1 thru 3.0 mm/km.
 FL0398
 FL0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0398
 FL0398.The geoid height was determined by GEOID03.
 FL0398
 FL0398.The dynamic height is computed by dividing the NAVD 88
 FL0398.geopotential number by the normal gravity value computed on the
 FL0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0398.degrees latitude (g = 980.6199 gals.).
 FL0398
 FL0398.The modeled gravity was interpolated from observed gravity values.
 FL0398
 FL0398;                    North         East     Units Scale Factor Converg.
 FL0398;SPC TX N     - 1,142,814.563   281,019.916   MT  0.99991359   +0 30 58.3
 FL0398;SPC TX N     - 3,749,384.11    921,979.51   sFT  0.99991359   +0 30 58.3
 FL0398;UTM  14      - 3,905,732.779   353,651.205   MT  0.99986395   -0 55 47.1
 FL0398
 FL0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0398!SPC TX N     -   0.99986999  x   0.99991359  =   0.99978359
 FL0398!UTM  14      -   0.99986999  x   0.99986395  =   0.99973395
 FL0398
 FL0398|---------------------------------------------------------------------|
 FL0398| PID    Reference Object                     Distance      Geod. Az  |
 FL0398|                                                           dddmmss.s |
 FL0398| FL0400 GRAY CO RM 2                          7.856 METERS 00001     |
 FL0398| FL1985 MC LEAN MUNICIPAL TANK              APPROX. 5.7 KM 1704323.6 |
 FL0398| FL0399 GRAY CO RM 1                          8.577 METERS 18137     |
 FL0398| CK9749 GRAY CO AZ MK                                      3584335.0 |
 FL0398|---------------------------------------------------------------------|
 FL0398
 FL0398                          SUPERSEDED SURVEY CONTROL
 FL0398
 FL0398  NAD 83(1993)-  35 17 02.63112(N)    100 36 33.49319(W) AD(       ) 3
 FL0398  NAD 83(1986)-  35 17 02.63411(N)    100 36 33.48445(W) AD(       ) 3
 FL0398  NAD 27      -  35 17 02.45500(N)    100 36 31.99800(W) AD(       ) 3
 FL0398  NGVD 29 (??/??/92)  854.092  (m)         2802.13   (f) ADJ UNCH    1 2
 FL0398
 FL0398.Superseded values are not recommended for survey control.
 FL0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0398.See file dsdata.txt to determine how the superseded data were derived.
 FL0398
 FL0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5365105733(NAD 83)
 FL0398_MARKER: DS = TRIANGULATION STATION DISK
 FL0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0398_STAMPING: GRAY CO 1951
 FL0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0398+STABILITY: SURFACE MOTION
 FL0398
 FL0398  HISTORY     - Date     Condition        Report By
 FL0398  HISTORY     - 1951     MONUMENTED       CGS
 FL0398  HISTORY     - 1953     GOOD             CGS
 FL0398  HISTORY     - 1953     GOOD             NGS
 FL0398  HISTORY     - 1955     GOOD             CGS
 FL0398  HISTORY     - 1956     GOOD             CGS
 FL0398  HISTORY     - 1959     GOOD             NGS
 FL0398  HISTORY     - 1970     GOOD             USAF
 FL0398
 FL0398                          STATION DESCRIPTION
 FL0398
 FL0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL0398'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF MC LEAN.
 FL0398'3 MILES SOUTH OF MC CLELLAN CREEK.  75 YARDS SOUTH OF AN
 FL0398'INTERSECTION.  66 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 273
 FL0398'AND 60 FEET SOUTH OF THE SECOND TELEPHONE POLE SOUTH OF THE
 FL0398'INTERSECTION.  IT IS ON THE WESTERN SLOPE OF A NORTH-SOUTH
 FL0398'RIDGE AND ABOUT 5 FEET ABOVE THE SURFACE OF THE HIGHWAY.  THE
 FL0398'STATION MARK, STAMPED GRAYCO 1951, IS A BRONZE DISK SET
 FL0398'IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES AND IT IS 3
 FL0398'1/2 FEET NORTH OF A WHITE WITNESS POST.
 FL0398'
 FL0398'REFERENCE MARK NO. 1, STAMPED GRAYCO NO 1 1951, IS A BRONZE
 FL0398'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 FL0398'IT IS 65 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 273
 FL0398'AND 11 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 FL0398'
 FL0398'REFERENCE MARK NO. 2, STAMPED GRAYCO NO 2 1951, IS A BRONZE
 FL0398'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH AND
 FL0398'IT IS 10 FEET WEST OF THE FENCE LINE.
 FL0398'
 FL0398'THE AZIMUTH MARK, STAMPED GRAYCO 1951, IS A BRONZE DISK SET
 FL0398'IN A ROUND CONCRETE POST THAT PROJECTS ABOUT 12 INCHES ABOVE
 FL0398'THE GROUND.  IT IS ABOUT 20 YARDS WEST OF THE CENTER LINE OF
 FL0398'STATE HIGHWAY 273.  13 YARDS NORTH OF THE CENTER OF A DIRT
 FL0398'ROAD.  4 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 1-1/2 FEET
 FL0398'EAST OF A WHITE WITNESS POST.
 FL0398'
 FL0398'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FL0398'STATE HIGHWAY 273, ON THE WEST EDGE OF MC LEAN, GO NORTH ON
 FL0398'STATE HIGHWAY 273 FOR 3.6 MILES TO THE STATION ON THE RIGHT,
 FL0398'75 YARDS BEFORE REACHING A CROSSROAD.  TO REACH THE AZIMUTH
 FL0398'MARK CONTINUE NORTH ON STATE HIGHWAY 273 FOR 1.0 MILE TO A
 FL0398'CROSSROAD AND THE MARK ON THE LEFT.
 FL0398
 FL0398                          STATION RECOVERY (1953)
 FL0398
 FL0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 FL0398'0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0398'RAILROAD FROM THE STATION AT MC LEAN, THENCE 3.4 MILES NORTH
 FL0398'ALONG STATE HIGHWAY 273, 210 FEET SOUTH OF THE CENTER LINE OF AN
 FL0398'EAST AND WEST GRAVELED ROAD, 66 FEET EAST OF THE CENTER LINE
 FL0398'OF THE HIGHWAY, 10.7 FEET WEST OF A FENCE, 3 FEET NORTHWEST
 FL0398'OF A WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 FL0398'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 FL0398'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, STAMPED GRAY
 FL0398'CO 1951.
 FL0398'
 FL0398'GRAY CO R.M. 2 IS 25.8 FEET NORTH OF TRIANGULATION STATION
 FL0398'GRAY CO. 1951.  66 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FL0398'11.1 FEET WEST OF A FENCE, 5 FEET ABOVE THE LEVEL OF THE
 FL0398'HIGHWAY, A REFERENCE MARK DISK SET IN TOP OF A CONCRETE POST
 FL0398'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, STAMPED GRAY CO NO
 FL0398'2 1951.
 FL0398'
 FL0398'GRAY CO. R.M. 1 IS 28.0 FEET SOUTH OF TRIANGULATION STATION
 FL0398'GRAY CO. 1951, 65 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FL0398'11.5 FEET WEST OF A FENCE, 5 FEET ABOVE THE LEVEL OF THE
 FL0398'HIGHWAY, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 FL0398'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, STAMPED GRAY CO
 FL0398'NO 1 1951.
 FL0398
 FL0398                          STATION RECOVERY (1953)
 FL0398
 FL0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FL0398'3.9 MI NW FROM MCLEAN.
 FL0398'0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0398'THE STATION AT MCLEAN, THENCE 3.4 MILES NORTH ALONG STATE HIGHWAY 273,
 FL0398'210 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD,
 FL0398'66 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 10.7 FEET WEST OF A
 FL0398'FENCE, 3 FEET NORTHWEST OF A WITNESS POST, 5 FEET ABOVE THE LEVEL OF
 FL0398'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 FL0398'ABOVE THE GROUND.
 FL0398
 FL0398                          STATION RECOVERY (1955)
 FL0398
 FL0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 FL0398'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 FL0398
 FL0398                          STATION RECOVERY (1956)
 FL0398
 FL0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL0398'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL0398'MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS
 FL0398'1.05 MILE NORTH OF STATION ON WEST SIDE OF HIGHWAY.  AFTER
 FL0398'REACHING STATION, CONTINUE NORTH FOR 1.04 MILES TO DIRT
 FL0398'ROAD WEST.  AZIMUTH IS APPROXIMATELY 30 FEET NORTH OF DIRT ROAD
 FL0398'IN HIGHWAY RIGHT OF WAY.
 FL0398
 FL0398                          STATION RECOVERY (1959)
 FL0398
 FL0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FL0398'RECOVERED IN GOOD CONDITION.
 FL0398
 FL0398                          STATION RECOVERY (1970)
 FL0398
 FL0398'RECOVERY NOTE BY US AIR FORCE 1970
 FL0398'STATION, R.M. 1, R.M. 2 AND AZIMUTH MARK RECOVERED IN GOOD
 FL0398'CONDITION.  1956 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0399 ***********************************************************************
 FL0399  DESIGNATION -  GRAY CO RM 1
 FL0399  PID         -  FL0399
 FL0399  STATE/COUNTY-  TX/GRAY
 FL0399  USGS QUAD   -  BACK (1962)
 FL0399
 FL0399                         *CURRENT SURVEY CONTROL
 FL0399  ___________________________________________________________________
 FL0399* NAD 83(1986)-  35 17 01.     (N)    100 36 33.     (W)     SCALED    
 FL0399* NAVD 88     -       854.456  (meters)    2803.33   (feet)  POSTED    
 FL0399  ___________________________________________________________________
 FL0399  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL0399  DYNAMIC HT  -         853.540 (meters)    2800.32  (feet)  COMP
 FL0399  MODELED GRAV-     979,533.4   (mgal)                       NAVD 88
 FL0399
 FL0399  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FL0399
 FL0399.The horizontal coordinates were scaled from a topographic map and have
 FL0399.an estimated accuracy of +/- 6 seconds.
 FL0399
 FL0399.The orthometric height was determined by differential leveling
 FL0399.and adjusted by the National Geodetic Survey in 1992..
 FL0399.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FL0399.rate of 2.1 thru 3.0 mm/km.
 FL0399
 FL0399.The geoid height was determined by GEOID03.
 FL0399
 FL0399.The dynamic height is computed by dividing the NAVD 88
 FL0399.geopotential number by the normal gravity value computed on the
 FL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0399.degrees latitude (g = 980.6199 gals.).
 FL0399
 FL0399.The modeled gravity was interpolated from observed gravity values.
 FL0399
 FL0399;                    North         East    Units  Estimated Accuracy
 FL0399;SPC TX N     - 1,142,760.      281,030.      MT  (+/- 180 meters Scaled)
 FL0399
 FL0399                          SUPERSEDED SURVEY CONTROL
 FL0399
 FL0399  NGVD 29 (??/??/92)  854.117  (m)         2802.22   (f) ADJ UNCH    1 2
 FL0399
 FL0399.Superseded values are not recommended for survey control.
 FL0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0399.See file dsdata.txt to determine how the superseded data were derived.
 FL0399
 FL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE536056(NAD 83)
 FL0399_MARKER: DR = REFERENCE MARK DISK
 FL0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0399_STAMPING: GRAY CO NO 1 1951
 FL0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0399+STABILITY: SURFACE MOTION
 FL0399
 FL0399  HISTORY     - Date     Condition        Report By
 FL0399  HISTORY     - 1951     MONUMENTED       CGS
 FL0399  HISTORY     - 1953     GOOD             NGS
 FL0399  HISTORY     - 1959     GOOD             NGS
 FL0399
 FL0399                          STATION DESCRIPTION
 FL0399
 FL0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0399'3.9 MI NW FROM MCLEAN.
 FL0399'0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0399'THE STATION AT MCLEAN, THENCE 3.4 MILES NORTH ALONG STATE HIGHWAY 273,
 FL0399'65 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11.5 FEET WEST OF A
 FL0399'FENCE, 28.0 FEET SOUTH OF TRIANGULATION STATION GRAY CO. 1951, 5 FEET
 FL0399'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 FL0399'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FL0399
 FL0399                          STATION RECOVERY (1959)
 FL0399
 FL0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FL0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0400 ***********************************************************************
 FL0400  DESIGNATION -  GRAY CO RM 2
 FL0400  PID         -  FL0400
 FL0400  STATE/COUNTY-  TX/GRAY
 FL0400  USGS QUAD   -  BACK (1962)
 FL0400
 FL0400                         *CURRENT SURVEY CONTROL
 FL0400  ___________________________________________________________________
 FL0400* NAD 83(1986)-  35 17 02.     (N)    100 36 33.     (W)     SCALED    
 FL0400* NAVD 88     -       854.291  (meters)    2802.79   (feet)  POSTED    
 FL0400  ___________________________________________________________________
 FL0400  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL0400  DYNAMIC HT  -         853.380 (meters)    2799.80  (feet)  COMP
 FL0400  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 FL0400
 FL0400  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FL0400
 FL0400.The horizontal coordinates were scaled from a topographic map and have
 FL0400.an estimated accuracy of +/- 6 seconds.
 FL0400
 FL0400.The orthometric height was determined by differential leveling
 FL0400.and adjusted by the National Geodetic Survey in 1992..
 FL0400.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FL0400.rate of 2.1 thru 3.0 mm/km.
 FL0400
 FL0400.The geoid height was determined by GEOID03.
 FL0400
 FL0400.The dynamic height is computed by dividing the NAVD 88
 FL0400.geopotential number by the normal gravity value computed on the
 FL0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0400.degrees latitude (g = 980.6199 gals.).
 FL0400
 FL0400.The modeled gravity was interpolated from observed gravity values.
 FL0400
 FL0400;                    North         East    Units  Estimated Accuracy
 FL0400;SPC TX N     - 1,142,800.      281,030.      MT  (+/- 180 meters Scaled)
 FL0400
 FL0400                          SUPERSEDED SURVEY CONTROL
 FL0400
 FL0400  NGVD 29 (??/??/92)  853.952  (m)         2801.67   (f) ADJ UNCH    1 2
 FL0400
 FL0400.Superseded values are not recommended for survey control.
 FL0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0400.See file dsdata.txt to determine how the superseded data were derived.
 FL0400
 FL0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE536057(NAD 83)
 FL0400_MARKER: DR = REFERENCE MARK DISK
 FL0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0400_STAMPING: GRAY CO NO 2 1951
 FL0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0400+STABILITY: SURFACE MOTION
 FL0400
 FL0400  HISTORY     - Date     Condition        Report By
 FL0400  HISTORY     - 1951     MONUMENTED       CGS
 FL0400  HISTORY     - 1953     GOOD             NGS
 FL0400  HISTORY     - 1959     GOOD             NGS
 FL0400
 FL0400                          STATION DESCRIPTION
 FL0400
 FL0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0400'3.9 MI NW FROM MCLEAN.
 FL0400'0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0400'THE STATION AT MCLEAN, THENCE 3.4 MILES NORTH ALONG STATE HIGHWAY 273,
 FL0400'66 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11.1 FEET WEST OF A
 FL0400'FENCE, 25.8 FEET NORTH OF TRIANGULATION STATION GRAY CO. 1951, 5 FEET
 FL0400'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 FL0400'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FL0400
 FL0400                          STATION RECOVERY (1959)
 FL0400
 FL0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FL0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0490 ***********************************************************************
 CS0490  DESIGNATION -  GRAY RM 1
 CS0490  PID         -  CS0490
 CS0490  STATE/COUNTY-  TX/NAVARRO
 CS0490  USGS QUAD   -  ROSSER SW (1962)
 CS0490
 CS0490                         *CURRENT SURVEY CONTROL
 CS0490  ___________________________________________________________________
 CS0490* NAD 83(1986)-  32 15 19.     (N)    096 23 31.     (W)     SCALED    
 CS0490* NAVD 88     -       129.702  (meters)     425.53   (feet)  ADJUSTED  
 CS0490  ___________________________________________________________________
 CS0490  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0490  DYNAMIC HT  -         129.553 (meters)     425.04  (feet)  COMP
 CS0490  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CS0490
 CS0490  VERT ORDER  -  SECOND    CLASS 0
 CS0490
 CS0490.The horizontal coordinates were scaled from a topographic map and have
 CS0490.an estimated accuracy of +/- 6 seconds.
 CS0490
 CS0490.The orthometric height was determined by differential leveling
 CS0490.and adjusted by the National Geodetic Survey in June 1991..
 CS0490
 CS0490.The geoid height was determined by GEOID03.
 CS0490
 CS0490.The dynamic height is computed by dividing the NAVD 88
 CS0490.geopotential number by the normal gravity value computed on the
 CS0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0490.degrees latitude (g = 980.6199 gals.).
 CS0490
 CS0490.The modeled gravity was interpolated from observed gravity values.
 CS0490
 CS0490;                    North         East    Units  Estimated Accuracy
 CS0490;SPC TXNC     - 2,067,270.      798,620.      MT  (+/- 180 meters Scaled)
 CS0490
 CS0490                          SUPERSEDED SURVEY CONTROL
 CS0490
 CS0490  NGVD 29 (??/??/92)  129.705  (m)          425.54   (f) ADJ UNCH    2 0
 CS0490
 CS0490.Superseded values are not recommended for survey control.
 CS0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0490.See file dsdata.txt to determine how the superseded data were derived.
 CS0490
 CS0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA456717(NAD 83)
 CS0490_MARKER: DR = REFERENCE MARK DISK
 CS0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0490_STAMPING: GRAY NO 1 1947
 CS0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0490+STABILITY: SURFACE MOTION
 CS0490
 CS0490  HISTORY     - Date     Condition        Report By
 CS0490  HISTORY     - 1947     MONUMENTED       CGS
 CS0490
 CS0490                          STATION DESCRIPTION
 CS0490
 CS0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0490'1.5 MI NE FROM CHATFIELD.
 CS0490'1.5 MILE NORTHEAST ALONG A DIRT ROAD FROM THE METHODIST CHURCH AT
 CS0490'CHATFIELD, AT THE TOP OF A SMALL HILL, 206.5 FEET SOUTHEAST OF AND
 CS0490'ACROSS THE ROAD FROM REA CO-OP POLE NO. 7 15 5, 187.0 FEET SOUTHEAST
 CS0490'OF THE CENTER OF THE ROAD, 27.0 FEET NORTHWEST OF A FENCE CORNER POST,
 CS0490'4.0 FEET NORTHWEST OF THE CENTER OF A SMALL GATE, 1.0 FOOT SOUTHWEST
 CS0490'OF A NORTHWEST-SOUTHEAST FENCE LINE, 200.3 FEET EAST SOUTHEAST OF
 CS0490'REFERENCE MARK GRAY NO 2, 122.0 FEET SOUTHEAST OF GRAY TRIANGULATION
 CS0490'STATION, BRONZE REFERENCE MARK DISK SET IN A CONCRETE POST PROJECTING
 CS0490'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0488 ***********************************************************************
 CS0488  DESIGNATION -  GRAY RM 2
 CS0488  PID         -  CS0488
 CS0488  STATE/COUNTY-  TX/NAVARRO
 CS0488  USGS QUAD   -  ROSSER SW (1962)
 CS0488
 CS0488                         *CURRENT SURVEY CONTROL
 CS0488  ___________________________________________________________________
 CS0488* NAD 83(1986)-  32 15 19.     (N)    096 23 31.     (W)     SCALED    
 CS0488* NAVD 88     -       130.206  (meters)     427.18   (feet)  ADJUSTED  
 CS0488  ___________________________________________________________________
 CS0488  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0488  DYNAMIC HT  -         130.056 (meters)     426.69  (feet)  COMP
 CS0488  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CS0488
 CS0488  VERT ORDER  -  SECOND    CLASS 0
 CS0488
 CS0488.The horizontal coordinates were scaled from a topographic map and have
 CS0488.an estimated accuracy of +/- 6 seconds.
 CS0488
 CS0488.The orthometric height was determined by differential leveling
 CS0488.and adjusted by the National Geodetic Survey in June 1991..
 CS0488
 CS0488.The geoid height was determined by GEOID03.
 CS0488
 CS0488.The dynamic height is computed by dividing the NAVD 88
 CS0488.geopotential number by the normal gravity value computed on the
 CS0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0488.degrees latitude (g = 980.6199 gals.).
 CS0488
 CS0488.The modeled gravity was interpolated from observed gravity values.
 CS0488
 CS0488;                    North         East    Units  Estimated Accuracy
 CS0488;SPC TXNC     - 2,067,270.      798,620.      MT  (+/- 180 meters Scaled)
 CS0488
 CS0488                          SUPERSEDED SURVEY CONTROL
 CS0488
 CS0488  NGVD 29 (??/??/92)  130.208  (m)          427.19   (f) ADJ UNCH    2 0
 CS0488
 CS0488.Superseded values are not recommended for survey control.
 CS0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0488.See file dsdata.txt to determine how the superseded data were derived.
 CS0488
 CS0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA456717(NAD 83)
 CS0488_MARKER: DR = REFERENCE MARK DISK
 CS0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0488_STAMPING: GRAY NO 2 1947
 CS0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0488+STABILITY: SURFACE MOTION
 CS0488
 CS0488  HISTORY     - Date     Condition        Report By
 CS0488  HISTORY     - 1947     MONUMENTED       CGS
 CS0488
 CS0488                          STATION DESCRIPTION
 CS0488
 CS0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0488'1.5 MI NE FROM CHATFIELD.
 CS0488'1.5 MILE NORTHEAST ALONG A DIRT ROAD FROM THE METHODIST CHURCH AT
 CS0488'CHATFIELD, AT THE TOP OF A SMALL HILL, 103.0 FEET SOUTHWEST OF AND
 CS0488'ACROSS THE ROAD FROM REA CO-OP POLE NO. 7 15 5, 119.0 FEET SOUTHWEST
 CS0488'OF A FENCE CORNER POST, 19.0 FEET SOUTHEAST OF THE CENTER OF THE ROAD,
 CS0488'1.5 FOOT SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 200.3 FEET
 CS0488'WEST NORTHWEST OF REFERENCE MARK GRAY NO 1, 113.6 FEET WEST OF GRAY
 CS0488'TRIANGULATION STATION, BRONZE REFERENCE MARK DISK SET IN A CONCRETE
 CS0488'POST ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1010 ***********************************************************************
 GK1010  DESIGNATION -  GRAY ROCK
 GK1010  PID         -  GK1010
 GK1010  STATE/COUNTY-  TX/LIPSCOMB
 GK1010  USGS QUAD   -  TWIN GROVE (1972)
 GK1010
 GK1010                         *CURRENT SURVEY CONTROL
 GK1010  ___________________________________________________________________
 GK1010* NAD 83(1993)-  36 18 10.13218(N)    100 25 09.40834(W)     ADJUSTED  
 GK1010* NAVD 88     -       806.     (meters)    2644.     (feet)  SCALED    
 GK1010  ___________________________________________________________________
 GK1010  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 GK1010  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 GK1010
 GK1010  HORZ ORDER  -  THIRD
 GK1010
 GK1010.The horizontal coordinates were established by classical geodetic methods
 GK1010.and adjusted by the National Geodetic Survey in February 1996..
 GK1010
 GK1010.The orthometric height was scaled from a topographic map.
 GK1010
 GK1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1010
 GK1010.The geoid height was determined by GEOID03.
 GK1010
 GK1010;                    North         East     Units Scale Factor Converg.
 GK1010;SPC TX N     - 1,256,009.661   297,068.795   MT  1.00003006   +0 37 34.7
 GK1010;SPC TX N     - 4,120,758.36    974,633.20   sFT  1.00003006   +0 37 34.7
 GK1010;UTM  14      - 4,018,470.396   372,570.540   MT  0.99980007   -0 50 25.4
 GK1010
 GK1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1010!SPC TX N     -   0.99987785  x   1.00003006  =   0.99990791
 GK1010!UTM  14      -   0.99987785  x   0.99980007  =   0.99967795
 GK1010
 GK1010|---------------------------------------------------------------------|
 GK1010| PID    Reference Object                     Distance      Geod. Az  |
 GK1010|                                                           dddmmss.s |
 GK1010| CK9747 GRAY ROCK RM 1                       16.521 METERS 01544     |
 GK1010| GK0991 JACK                                APPROX.17.4 KM 1321845.2 |
 GK1010| CK9746 GRAY ROCK AZ MK                                    1842443.1 |
 GK1010| CK9748 GRAY ROCK RM 2                       21.381 METERS 25025     |
 GK1010|---------------------------------------------------------------------|
 GK1010
 GK1010                          SUPERSEDED SURVEY CONTROL
 GK1010
 GK1010  NAD 83(1993)-  36 18 10.13236(N)    100 25 09.40833(W) AD(       ) 3
 GK1010  NAD 83(1986)-  36 18 10.13850(N)    100 25 09.39676(W) AD(       ) 3
 GK1010  NAD 27      -  36 18 10.01200(N)    100 25 07.89900(W) AD(       ) 3
 GK1010
 GK1010.Superseded values are not recommended for survey control.
 GK1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1010.See file dsdata.txt to determine how the superseded data were derived.
 GK1010
 GK1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF7257118470(NAD 83)
 GK1010_MARKER: DS = TRIANGULATION STATION DISK
 GK1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1010_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1010
 GK1010  HISTORY     - Date     Condition        Report By
 GK1010  HISTORY     - 1951     MONUMENTED       CGS
 GK1010  HISTORY     - 1961     GOOD             CGS
 GK1010
 GK1010                          STATION DESCRIPTION
 GK1010
 GK1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GK1010'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASSY KNOLL
 GK1010'IN PASTURE LAND OWNED BY MR. DUKE.  IT IS ABOUT 12 MILES
 GK1010'AIRLINE SOUTHEAST OF BOOKER, 7 MILES SOUTHWEST OF DARROUZETT AND
 GK1010'10 MILES WEST-NORTHWEST OF LIPSCOMB.
 GK1010'
 GK1010'TO REACH THE STATION FROM THE POST OFFICE IN BOOKER, GO NORTH ON
 GK1010'THE MAIN STREET FOR 0.1 MILE TO STATE HIGHWAY 117.  GO EAST ON
 GK1010'HIGHWAY 117 FOR 5.8 MILES TO A CROSS ROAD 0.4 MILE NORTH OF A
 GK1010'GRAIN ELEVATOR.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A
 GK1010'T-ROAD.  GO LEFT, EAST, FOR 0.1 MILE TO A CROSS ROAD.  TURN
 GK1010'RIGHT AND GO SOUTH FOR 5.0 MILES TO A CROSS ROAD AT 6 MAIL
 GK1010'BOXES.  TURN LEFT AND GO 2.0 MILES TO A SIDE ROAD TO THE RIGHT
 GK1010'AT A FARM HOME.  GO SOUTH ON THE SIDE ROAD FOR 3.0 MILES TO A
 GK1010'T-ROAD.  TURN RIGHT AND GO WEST FOR 1.0 MILE.  THEN GO LEFT,
 GK1010'SOUTH, FOR 1.0 MILE TO A CATTLE GUARD.  CROSS THE CATTLE
 GK1010'GUARD AND BEAR LEFT, SOUTHEAST FOR ABOUT 100 YARDS TO THE
 GK1010'HIGHEST PART OF THE KNOLL AND THE STATION.
 GK1010'
 GK1010'THE STATION MARK IS A STANDARD DISK STAMPED GRAY ROCK 1951
 GK1010'SET IN THE TOP OF A ROUND CONCRETE POST 10 INCHES IN DIAMETER,
 GK1010'PROJECTING 1 INCH ABOVE THE GROUND.  IT IS 112 YARDS SOUTHEAST
 GK1010'OF THE CATTLE GUARD, 75 YARDS EAST OF THE CENTERLINE OF A
 GK1010'DIRT ROAD AND 6.2 FEET NORTH OF A WITNESS POST.
 GK1010'
 GK1010'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GRAY ROCK
 GK1010'NO 1 1951 SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 GK1010'GROUND.  IT IS 6 FEET LOWER THAN THE STATION.
 GK1010'
 GK1010'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GRAY ROCK
 GK1010'NO 2 1951 SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 GK1010'IT IS 8 FEET LOWER THAN THE STATION.
 GK1010'
 GK1010'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRAY ROCK 1951
 GK1010'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 5
 GK1010'INCHES ABOVE THE GROUND.  IT IS 25 FEET EAST OF THE CENTERLINE
 GK1010'OF A DIRT FARM ROAD.
 GK1010'
 GK1010'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 75
 GK1010'YARDS TO A DIRT ROAD.  TURN LEFT AND GO SOUTH FOR 0.5 MILE
 GK1010'TO THE AZIMUTH MARK ON THE LEFT.
 GK1010
 GK1010                          STATION RECOVERY (1961)
 GK1010
 GK1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 GK1010'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 GK1010'IN GOOD CONDITION AS DESCRIBED.  DID NOT RECOVER THE AZIMUTH
 GK1010'MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2613 ***********************************************************************
 AX2613  DESIGNATION -  GRAZE
 AX2613  PID         -  AX2613
 AX2613  STATE/COUNTY-  TX/DE WITT
 AX2613  USGS QUAD   -  FORDTRAN (1987)
 AX2613
 AX2613                         *CURRENT SURVEY CONTROL
 AX2613  ___________________________________________________________________
 AX2613* NAD 83(1993)-  29 03 23.87370(N)    097 06 16.62610(W)     ADJUSTED  
 AX2613* NAVD 88     -        71.     (meters)     233.     (feet)  SCALED    
 AX2613  ___________________________________________________________________
 AX2613  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AX2613  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX2613
 AX2613  HORZ ORDER  -  FIRST
 AX2613
 AX2613.The horizontal coordinates were established by classical geodetic methods
 AX2613.and adjusted by the National Geodetic Survey in February 1996..
 AX2613
 AX2613.The orthometric height was scaled from a topographic map.
 AX2613
 AX2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2613
 AX2613.The geoid height was determined by GEOID03.
 AX2613
 AX2613;                    North         East     Units Scale Factor Converg.
 AX2613;SPC TXSC     - 4,137,069.827   784,552.002   MT  0.99987496   +0 55 42.9
 AX2613;SPC TXSC     -13,573,036.59  2,573,984.36   sFT  0.99987496   +0 55 42.9
 AX2613;UTM  14      - 3,215,742.627   684,527.236   MT  1.00002020   +0 55 14.9
 AX2613
 AX2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2613!SPC TXSC     -   0.99999314  x   0.99987496  =   0.99986810
 AX2613!UTM  14      -   0.99999314  x   1.00002020  =   1.00001334
 AX2613
 AX2613|---------------------------------------------------------------------|
 AX2613| PID    Reference Object                     Distance      Geod. Az  |
 AX2613|                                                           dddmmss.s |
 AX2613| CV4151 GRAZE RM 1                           25.700 METERS 05237     |
 AX2613| CV4150 GRAZE AZ MK                                        2601727.1 |
 AX2613| CV4152 GRAZE RM 2                           25.039 METERS 28708     |
 AX2613|---------------------------------------------------------------------|
 AX2613
 AX2613                          SUPERSEDED SURVEY CONTROL
 AX2613
 AX2613  NAD 83(1986)-  29 03 23.88261(N)    097 06 16.61434(W) AD(       ) 1
 AX2613  NAD 27      -  29 03 22.95100(N)    097 06 15.65900(W) AD(       ) 1
 AX2613
 AX2613.Superseded values are not recommended for survey control.
 AX2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2613.See file dsdata.txt to determine how the superseded data were derived.
 AX2613
 AX2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8452715743(NAD 83)
 AX2613_MARKER: DS = TRIANGULATION STATION DISK
 AX2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2613
 AX2613  HISTORY     - Date     Condition        Report By
 AX2613  HISTORY     - 1943     MONUMENTED       CGS
 AX2613  HISTORY     - 1955     GOOD             AEROS
 AX2613  HISTORY     - 1963     GOOD             CGS
 AX2613
 AX2613                          STATION DESCRIPTION
 AX2613
 AX2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2613'THE STATION IS LOCATED ABOUT 16.0 MILES SE OF CUERO, AND 5.0
 AX2613'MILES NE OF THOMASTON, ON LAND OWNED BY FRITZ KUESTER OF
 AX2613'CUERO.  IT IS ON THE S SIDE OF THE DIRT ROAD, 1 FOOT N OF THE
 AX2613'FENCE LINE, AND 20 FEET W OF THE BOARD GATE INTO THE PASTURE.
 AX2613'THE DISK IS STAMPED GRAZE 1943, AND PROJECTS 4 INCHES.
 AX2613'
 AX2613'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2613'DISKS SET IN CONCRETE, AS DESCRIBED.
 AX2613'
 AX2613'REFERENCE MARK NO. 1 IS NE OF THE STATION, 25 FEET N OF THE
 AX2613'CENTER OF THE DIRT ROAD, AND 1 FOOT S OF THE E-W FENCE LINE.
 AX2613'THE DISK IS STAMPED GRAZE NO. 1 1943, AND PROJECTS 4 INCHES.
 AX2613'
 AX2613'REFERENCE MARK NO. 2 IS NW OF THE STATION, 25 FEET N OF THE
 AX2613'CENTER OF THE DIRT ROAD, AND 1 FOOT S OF THE E-W FENCE LINE.
 AX2613'THE DISK IS STAMPED GRAZE NO. 2 1943, AND PROJECTS 4 INCHES.
 AX2613'
 AX2613'THE AZIMUTH MARK IS ABOUT 0.55 MILE W OF THE STATION, 25 FEET
 AX2613'N OF THE CENTER OF THE DIRT ROAD, AND 1 FOOT S OF THE E-AND-W
 AX2613'FENCE LINE ON THE N SIDE OF THE ROAD.  THE DISK IS STAMPED
 AX2613'GRAZE 1943, AND PROJECTS 4 INCHES.  TO REACH FROM THE STATION,
 AX2613'GO W ON DIRT ROAD FOR 0.55 MILE TO THE MARK ON THE RIGHT.
 AX2613'
 AX2613'TO REACH THE STATION FROM THE JUNCTIONS OF HIGHWAYS 29, 72,
 AX2613'77 AND 82, IN THE N EDGE OF CUERO, GO SE ON U.S. HIGHWAYS 77
 AX2613'AND 82 (TOWARDS VICTORIA) FOR 7.1 MILES TO A GRAVEL SIDE ROAD
 AX2613'LEFT.  TURN LEFT AND GO E ON GRAVEL ROAD FOR 5.9 MILES TO A
 AX2613'BOARD GATE ON THE RIGHT, AND STATION 20 FEET W OF GATE.
 AX2613'
 AX2613'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX2613'
 AX2613'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX2613
 AX2613                          STATION RECOVERY (1955)
 AX2613
 AX2613'RECOVERY NOTE BY AERO SERVICE CORPORATION 1955 (DWR)
 AX2613'STATION, STAMPED GRAZE 1943, RECOVERED IN GOOD CONDITION.
 AX2613
 AX2613                          STATION RECOVERY (1963)
 AX2613
 AX2613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2613'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 AX2613'WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2613'FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0802 ***********************************************************************
 CC0802  DESIGNATION -  GREASE
 CC0802  PID         -  CC0802
 CC0802  STATE/COUNTY-  TX/PECOS
 CC0802  USGS QUAD   -  COYANOSA NW (1973)
 CC0802
 CC0802                         *CURRENT SURVEY CONTROL
 CC0802  ___________________________________________________________________
 CC0802* NAD 83(1993)-  31 08 27.98181(N)    103 11 41.54403(W)     ADJUSTED  
 CC0802* NAVD 88     -       847.1    (meters)    2779.     (feet)  VERTCON   
 CC0802  ___________________________________________________________________
 CC0802  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CC0802  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CC0802
 CC0802  HORZ ORDER  -  SECOND
 CC0802
 CC0802.The horizontal coordinates were established by classical geodetic methods
 CC0802.and adjusted by the National Geodetic Survey in February 1996..
 CC0802
 CC0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0802
 CC0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0802
 CC0802.The geoid height was determined by GEOID03.
 CC0802
 CC0802;                    North         East     Units Scale Factor Converg.
 CC0802;SPC TX C     - 3,166,958.511   427,175.530   MT  0.99988470   -1 28 25.9
 CC0802;SPC TX C     -10,390,263.05  1,401,491.72   sFT  0.99988470   -1 28 25.9
 CC0802;UTM  13      - 3,446,642.394   672,087.399   MT  0.99996529   +0 56 01.5
 CC0802
 CC0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0802!SPC TX C     -   0.99987071  x   0.99988470  =   0.99975543
 CC0802!UTM  13      -   0.99987071  x   0.99996529  =   0.99983601
 CC0802
 CC0802|---------------------------------------------------------------------|
 CC0802| PID    Reference Object                     Distance      Geod. Az  |
 CC0802|                                                           dddmmss.s |
 CC0802| CH9477 GREASE RM 1                          27.432 METERS 07933     |
 CC0802| CH9476 GREASE AZ MK                                       1764656.7 |
 CC0802| CH9478 GREASE RM 2                          24.066 METERS 32922     |
 CC0802|---------------------------------------------------------------------|
 CC0802
 CC0802                          SUPERSEDED SURVEY CONTROL
 CC0802
 CC0802  NAD 83(1986)-  31 08 27.98462(N)    103 11 41.53814(W) AD(       ) 2
 CC0802  NAD 27      -  31 08 27.46300(N)    103 11 39.93700(W) AD(       ) 2
 CC0802  NGVD 29 (07/19/86)  846.8    (m)         2778.     (f) VERT ANG       
 CC0802
 CC0802.Superseded values are not recommended for survey control.
 CC0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0802.See file dsdata.txt to determine how the superseded data were derived.
 CC0802
 CC0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ7208746642(NAD 83)
 CC0802_MARKER: DS = TRIANGULATION STATION DISK
 CC0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0802
 CC0802  HISTORY     - Date     Condition        Report By
 CC0802  HISTORY     - 1935     MONUMENTED       CGS
 CC0802  HISTORY     - 1946     GOOD             LOCENG
 CC0802  HISTORY     - 1973     GOOD             USGS
 CC0802
 CC0802                          STATION DESCRIPTION
 CC0802
 CC0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0802'STATION IS ABOUT 27 MILES SE OF PECOS, IN (APPROXIMATELY) SEC. 13,
 CC0802'BLOCK 49, ON THE HIGHEST AND CENTRAL PART OF THE SW SPUR OF THE
 CC0802'HIGH GREASEWOOD-COVERED RIGE WHICH DROPS OFF INTO LOWER COUNTRY
 CC0802'ON ALL SIDES EXCEPT TO THE NNE, 1.6 MILES AND 346 DEGREES
 CC0802'(MAGNETIC) FROM TWIN WINDMILLS, 3-1/2 MILES NE OF STATE HIGHWAY
 CC0802'27, 1 MILE NW OF A PLAIN RANCH ROAD LEADING N AND NE FROM THE
 CC0802'TWIN WINDMILLS.  THE MARK PROJECTS 10 INCHES.
 CC0802'
 CC0802'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0802'DISKS SET IN CONCRETE.
 CC0802'
 CC0802'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 6 INCHES.
 CC0802'
 CC0802'REFERENCE MARK NO. 2 IS NNW OF THE STATION AND PROJECTS 10 INCHES.
 CC0802'
 CC0802'AZIMUTH MARK IS SSW OF THE STATION 2 FEET N OF AN E-W FENCE,
 CC0802'2-1/2 FEET NW OF THE NE CORNER OF THE N CORRAL BY THE TWIN
 CC0802'WINDMILLS, AND PROJECTS 14 INCHES.
 CC0802'
 CC0802'THE STATION IS REACHED FROM THE REEVES COUNTY COURTHOUSE IN
 CC0802'THE TOWN OF PECOS BY GOING S AND SE ON STATE HIGHWAY 27 FOR 26.6
 CC0802'MILES.  AT THE REEVES-PECOS COUNTY LINE, MARKED BY A SIGN ON THE E
 CC0802'SIDE OF THE HIGHWAY, LEAVE THE HIGHWAY (A FEW YARDS S OF THE SIGN)
 CC0802'AND DRIVE EASTERLY ON A PLAIN TRACK ROAD FOR 0.7 MILE.  AT A
 CC0802'STEEL WINDMILL AND A BLACK STEEL TANK, CONTINUE EASTERLY ON THE
 CC0802'TRACK ROAD FOR 1.6 MILES.  AT TWIN WINDMILLS TAKE LEFT FORK ON
 CC0802'THE MAIN ROAD, PASS TO THE W OF THE WINDMILLS AND DRIVE
 CC0802'NORTHERLY FOR 0.4 MILE.  (THE ROAD CHANGES ITS COURSE FROM NE
 CC0802'TO NE).  GO NORTHEASTERLY AND EASTERLY FOR 1.8 MILES TO TWIN
 CC0802'WINDMILLS (ONE OF THEM STEEL, THE OTHER WOODEN) AND SOME SMALL
 CC0802'DESERTED SHACKS, THEN DRIVE NORTHEASTERLY ON A PLAIN TRACK
 CC0802'ROAD FOR 0.4 MILE.  THEN LEAVE THE TRACK ROAD, TURN LEFT, AND
 CC0802'DRIVE NNW ACROSS COUNTRY TOWARDS THE HIGHEST VISIBLE POINT FOR
 CC0802'1.2 MILES TO THE STATION.
 CC0802'
 CC0802'ALL OF THE OBJECTS, EXCEPT STATION LANX ARE VISIBLE FROM THE
 CC0802'GROUND.  TO CLEAR THE LINE TO LANX IT WILL REQUIRE A 10-FOOT STAND
 CC0802'WITH A 50-FOOT STAND AT LANX IN ORDER TO CLEAR A LONE WINDMILL
 CC0802'ABOUT 5 MILES FROM THIS STATION.  A 10-FOOT STAND WOULD BE MORE
 CC0802'CONVENIENT TO CLEAR ALL THE LINES OVER THE SURROUNDING BRUSH.
 CC0802
 CC0802                          STATION RECOVERY (1946)
 CC0802
 CC0802'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (ROE)
 CC0802'RECOVERED BY GENERAL GEOPHYSICAL CO
 CC0802'
 CC0802'MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0802
 CC0802                          STATION RECOVERY (1973)
 CC0802
 CC0802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RJP)
 CC0802'THE STATION IS REACHED FROM THE POST OFFICE IN COYANOSA BY GOING
 CC0802'S. 5.4 MILES ON FM 1776 TO A T-RD WEST.  PROCEED WEST FOR 7.0
 CC0802'MILES TO A ROAD SOUTH ACROSS A CATTLEGUARD.  GO SOUTH 1.0 MILE
 CC0802'TO A T-TRAIL NORTH.  TRAVEL 0.2 MILE S.W. ACROSS COUNTRY TO TOP OF
 CC0802'RIDGE AND MARK.  THE REST OF THE OLD DESCRIPTION IS STILL VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2587 ***********************************************************************
 CS2587  DESIGNATION -  GREBE
 CS2587  PID         -  CS2587
 CS2587  STATE/COUNTY-  TX/KAUFMAN
 CS2587  USGS QUAD   -  KAUFMAN (1963)
 CS2587
 CS2587                         *CURRENT SURVEY CONTROL
 CS2587  ___________________________________________________________________
 CS2587* NAD 83(1993)-  32 37 29.51517(N)    096 15 57.91563(W)     ADJUSTED  
 CS2587* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 CS2587  ___________________________________________________________________
 CS2587  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CS2587  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS2587
 CS2587  HORZ ORDER  -  SECOND
 CS2587
 CS2587.The horizontal coordinates were established by classical geodetic methods
 CS2587.and adjusted by the National Geodetic Survey in February 1996..
 CS2587
 CS2587.The orthometric height was scaled from a topographic map.
 CS2587
 CS2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2587
 CS2587.The geoid height was determined by GEOID03.
 CS2587
 CS2587;                    North         East     Units Scale Factor Converg.
 CS2587;SPC TXNC     - 2,108,483.596   809,608.541   MT  0.99990018   +1 13 06.1
 CS2587;SPC TXNC     - 6,917,583.26  2,656,190.69   sFT  0.99990018   +1 13 06.1
 CS2587;UTM  14      - 3,613,001.618   756,507.042   MT  1.00041140   +1 28 29.1
 CS2587
 CS2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2587!SPC TXNC     -   0.99998168  x   0.99990018  =   0.99988186
 CS2587!UTM  14      -   0.99998168  x   1.00041140  =   1.00039307
 CS2587
 CS2587|---------------------------------------------------------------------|
 CS2587| PID    Reference Object                     Distance      Geod. Az  |
 CS2587|                                                           dddmmss.s |
 CS2587| CY2010 GREBE RM 1                           27.794 METERS 01926     |
 CS2587| CY2009 GREBE AZ MK                                        2011707.8 |
 CS2587| CS2588 KAUFMAN MUNICIPAL TANK              APPROX. 4.9 KM 2194636.3 |
 CS2587| CY2011 GREBE RM 2                           31.839 METERS 24132     |
 CS2587|---------------------------------------------------------------------|
 CS2587
 CS2587                          SUPERSEDED SURVEY CONTROL
 CS2587
 CS2587  NAD 83(1986)-  32 37 29.52240(N)    096 15 57.90007(W) AD(       ) 2
 CS2587  NAD 27      -  32 37 29.04000(N)    096 15 56.97800(W) AD(       ) 2
 CS2587
 CS2587.Superseded values are not recommended for survey control.
 CS2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2587.See file dsdata.txt to determine how the superseded data were derived.
 CS2587
 CS2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5650713002(NAD 83)
 CS2587_MARKER: DS = TRIANGULATION STATION DISK
 CS2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2587
 CS2587  HISTORY     - Date     Condition        Report By
 CS2587  HISTORY     - 1949     MONUMENTED       CGS
 CS2587  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS2587
 CS2587                          STATION DESCRIPTION
 CS2587
 CS2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2587'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH-SOUTHEAST OF
 CS2587'TERRELL AND 3.0 MILES NORTHEAST OF KAUFMAN, ALONG THE EAST
 CS2587'SIDE OF STATE HIGHWAY 34.  IT IS 75 FEET NORTHWEST OF THE
 CS2587'NORTHWEST CORNER OF AN UNPAINTED HOUSE AND 35 FEET EAST OF
 CS2587'THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS 4 INCHES
 CS2587'AND THE DISK IS STAMPED GREBE 1949.
 CS2587'
 CS2587'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION AND
 CS2587'49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE MARK
 CS2587'PROJECTS 4 INCHES AND THE DISK IS STAMPED GREBE NO. 1 1949.
 CS2587'
 CS2587'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 38 FEET
 CS2587'WEST OF THE CENTERLINE OF THE HIGHWAY, 6.5 FEET SOUTH OF
 CS2587'A POWERLINE POLE AND 1 FOOT EAST OF THE FENCE.  THE MARK
 CS2587'PROJECTS 4 INCHES AND THE DISK IS STAMPED GREBE NO. 2 1949.
 CS2587'
 CS2587'AZIMUTH MARK IS ABOUT 0.55 MILE SOUTH-SOUTHWEST OF THE STATION,
 CS2587'43 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 38.6
 CS2587'FEET WEST OF THE CENTERLINE OF THE HIGHWAY 1 FOOT EAST OF
 CS2587'A POWERLINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 CS2587'IS STAMPED GREBE 1949.
 CS2587'
 CS2587'TO REACH FROM THE NORTHEAST CORNER OF SQUARE IN KAUFMAN, GO
 CS2587'EAST ON HIGHWAYS 34 AND 243 1.0 MILE TO THEIR JUNCTION,
 CS2587'CONTINUE STRAIGHT AHEAD ON HIGHWAY 34 1.25 MILES TO THE AZIMUTH
 CS2587'MARK ON THE LEFT AT HOUSE, CONTINUE 0.55 MILE TO CURVE IN
 CS2587'HIGHWAY AND THE STATION ON THE RIGHT AS DESCRIBED.
 CS2587'
 CS2587'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2587
 CS2587                          STATION RECOVERY (1961)
 CS2587
 CS2587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS2587'STATION AND R.M. 2 WERE NOT RECOVERED.  THE HIGHWAY HAS
 CS2587'BEEN CHANGED AT THIS POINT BECAUSE OF A CURVE.  R.M. 1 AND
 CS2587'AZIMUTH MARK WERE FOUND ALL RIGHT.  R.M. 2 HAS BEEN DESTROYED,
 CS2587'ALTHOUGH THE STATION MAY STILL BE PRESENT BUT BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2290 ***********************************************************************
 AN2290  DESIGNATION -  GREEK
 AN2290  PID         -  AN2290
 AN2290  STATE/COUNTY-  TX/CALHOUN
 AN2290  USGS QUAD   -  MOSQUITO POINT (1973)
 AN2290
 AN2290                         *CURRENT SURVEY CONTROL
 AN2290  ___________________________________________________________________
 AN2290* NAD 83(1993)-  28 15 40.37554(N)    096 37 50.90563(W)     ADJUSTED  
 AN2290* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AN2290  ___________________________________________________________________
 AN2290  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AN2290  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AN2290
 AN2290  HORZ ORDER  -  SECOND
 AN2290
 AN2290.The horizontal coordinates were established by classical geodetic methods
 AN2290.and adjusted by the National Geodetic Survey in February 1996..
 AN2290
 AN2290.The orthometric height was scaled from a topographic map.
 AN2290
 AN2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2290
 AN2290.The geoid height was determined by GEOID03.
 AN2290
 AN2290;                    North         East     Units Scale Factor Converg.
 AN2290;SPC TXSC     - 4,049,778.206   832,466.632   MT  1.00003729   +1 09 38.5
 AN2290;SPC TXSC     -13,286,647.33  2,731,184.28   sFT  1.00003729   +1 09 38.5
 AN2290;UTM  14      - 3,128,415.182   732,417.671   MT  1.00026674   +1 07 20.3
 AN2290
 AN2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2290!SPC TXSC     -   1.00000406  x   1.00003729  =   1.00004135
 AN2290!UTM  14      -   1.00000406  x   1.00026674  =   1.00027081
 AN2290
 AN2290|---------------------------------------------------------------------|
 AN2290| PID    Reference Object                     Distance      Geod. Az  |
 AN2290|                                                           dddmmss.s |
 AN2290| CV7231 GREEK RM 2                           18.340 METERS 06253     |
 AN2290| CV7230 GREEK RM 1                            7.610 METERS 17313     |
 AN2290| AN2301 CAT                                 APPROX. 8.7 KM 2344531.7 |
 AN2290|---------------------------------------------------------------------|
 AN2290
 AN2290                          SUPERSEDED SURVEY CONTROL
 AN2290
 AN2290  NAD 83(1986)-  28 15 40.38424(N)    096 37 50.88703(W) AD(       ) 2
 AN2290  NAD 27      -  28 15 39.35700(N)    096 37 49.95100(W) AD(       ) 2
 AN2290
 AN2290.Superseded values are not recommended for survey control.
 AN2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2290.See file dsdata.txt to determine how the superseded data were derived.
 AN2290
 AN2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3241828415(NAD 83)
 AN2290_MARKER: DS = TRIANGULATION STATION DISK
 AN2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2290_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2290
 AN2290  HISTORY     - Date     Condition        Report By
 AN2290  HISTORY     - 1911     MONUMENTED       CGS
 AN2290  HISTORY     - 1934     GOOD             CGS
 AN2290  HISTORY     - 1937     GOOD             TSI
 AN2290  HISTORY     - 1938     GOOD             CGS
 AN2290  HISTORY     - 1942     GOOD             USE
 AN2290  HISTORY     - 1946     SEE DESCRIPTION  USE
 AN2290  HISTORY     - 1948     GOOD             LOCSUR
 AN2290  HISTORY     - 1951     GOOD             ATRECO
 AN2290  HISTORY     - 1961     GOOD             USAF
 AN2290
 AN2290                          STATION DESCRIPTION
 AN2290
 AN2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JCG)
 AN2290'ON THE N SHORE OF MATAGORDA ISLAND, ABOUT 5-1/2 MILES NE
 AN2290'OF PANTHER POINT.  THE STATION IS ON THE S SHORE OF THE
 AN2290'MOST S COVE IN THE LOCALITY, ON RAISED GROUND 12 METERS
 AN2290'BACK FROM HIGH WATER, ON A RANGE DETERMINED BY THE LITTLE
 AN2290'MARSH ISLET NEAR THE MOUTH OF THE COVE AND THE END OF THE
 AN2290'LOW MARSHY POINT NW OF THE ISLET.
 AN2290'
 AN2290'(OLD) NOTE 1--THE STATION IS MARKED WITH A STANDARD DISK STATION
 AN2290'MARK SET IN A CORE OF CEMENT 2 FEET IN DIAMETER AND 2-1/2 FEET DEEP.
 AN2290'THE UNDERGROUND OR SUBSURFACE MARK IS A BOTTLE OR A SPIKE ALSO SET
 AN2290'IN CONCRETE FROM 2-1/2 TO 3-1/2 FEET BELOW THE SURFACE.
 AN2290'
 AN2290'(OLD) NOTE 2--SAME AS (OLD) NOTE 1, WITH THE ADDITION THAT REFERENCE
 AN2290'MARK 1 IS A BOTTLE EMBEDDED IN A CONCRETE CORE 2-1/2 FEET BELOW THE
 AN2290'SURFACE, THE SURFACE MARK BEING ALSO A BOTTLE SET IN A CORE OF
 AN2290'CONCRETE ABOUT 18 INCHES IN DIAMETER.  REFERENCE MARK 2 IS A
 AN2290'STANDARD DISK REFERENCE MARK EMBEDDED IN CONCRETE WITH A BOTTLE
 AN2290'AS AN UNDERGROUND MARK ALSO SET IN A CORE OF CONCRETE 2-1/2 FEET
 AN2290'BELOW THE SURFACE.  IN SOME CASES THE UNDERGROUND MARK IS A
 AN2290'SPIKE INSTEAD OF A BOTTLE.
 AN2290'
 AN2290'REFERENCE MARK 1 IS 7.59 METERS FROM STATION S 6 DEG 46 MIN E.
 AN2290'
 AN2290'REFERENCE MARK 2 IS 18.325 METERS FROM STATION N 62 DEG 51 MIN E.
 AN2290
 AN2290                          STATION RECOVERY (1934)
 AN2290
 AN2290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2290'STATION IS LOCATED ABOUT 11 MILES SSE OF SEADRIFT, ABOUT
 AN2290'18 MILES SW OF PORT O CONNOR, ABOUT 5 MILES NE OF PANTHER
 AN2290'POINT, ON THE N SHORE OF MATAGORDA ISLAND.  IT IS SITUATED
 AN2290'ON THE S SHORE OF A SMALL COVE EXTENDING ABOUT ONE MILE
 AN2290'E.  THIS IS THE MORE S AND SMALLER ONE OF TWO COVES IN THE
 AN2290'IMMEDIATE VICINITY.  IT IS 20 METERS SE OF THE S SHORE OF
 AN2290'SAN ANTONIO BAY, 10 METERS NW OF A LONG NARROW SAND FLAT
 AN2290'PARALLELING THE SHORE, AND 1/4 MILE NE OF THE MOUTH OF A
 AN2290'SMALL BAYOU.  THERE ARE NUMEROUS SMALL PONDS IN THE MARSH
 AN2290'S OF THE STATION AND A SMALL LAKE 1/2 MILE SE.
 AN2290'
 AN2290'REFERENCE MARK 1 IS 7.60 METERS SE OF THE STATION.
 AN2290'
 AN2290'REFERENCE MARK 2 IS 18.33 METERS NE OF THE STATION.
 AN2290'
 AN2290'AN IRON PIPE EXTENDING 1 FOOT ABOVE THE GROUND IS 0.45 METER
 AN2290'W OF STATION.
 AN2290'
 AN2290'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE
 AN2290'STATION--POINT OF LAND ON N SIDE OF COVE (1/2 MILE DISTANT),
 AN2290'320 DEG.  WINDMILL (3/4 MILE DISTANT), 98 DEG. AND WINDMILL
 AN2290'(3/4 MILE DISTANT), 120 DEG.
 AN2290
 AN2290                          STATION RECOVERY (1937)
 AN2290
 AN2290'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2290'DESCRIPTION ACCURATE.  TOWER DESTROYED.  STATION IN GOOD
 AN2290'CONDITION.
 AN2290
 AN2290                          STATION RECOVERY (1938)
 AN2290
 AN2290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2290'STATION WAS VISITED BY ONE MAN TO ERECT A SMALL TARGET FOR
 AN2290'PLANE-TABLE PARTY.  MARKS WERE REPORTED IN GOOD CONDITION.
 AN2290'NO FURTHER NOTES WERE MADE.
 AN2290
 AN2290                          STATION RECOVERY (1942)
 AN2290
 AN2290'RECOVERY NOTE BY US ENGINEERS 1942
 AN2290'DESCRIPTION GOOD.  NO SEARCH MADE FOR REFERENCE MARKS.
 AN2290
 AN2290                          STATION RECOVERY (1946)
 AN2290
 AN2290'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2290'DESCRIPTION GOOD.  MAIN STATION AND REFERENCE MARK 2 IN GOOD
 AN2290'CONDITION.  SURFACE MARK OF REFERENCE MARK 1 DESTROYED.
 AN2290'NO SEARCH WAS MADE FOR UNDERGROUND MARKER.  THE IRON PIPE
 AN2290'MENTIONED IN FORMER DESCRIPTION IS IN GOOD CONDITION.
 AN2290
 AN2290                          STATION RECOVERY (1948)
 AN2290
 AN2290'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948 (AGW)
 AN2290'STATION RECOVERED BY THE TEXAS CO.
 AN2290'
 AN2290'FOUND IN GOOD CONDITION.
 AN2290
 AN2290                          STATION RECOVERY (1951)
 AN2290
 AN2290'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1951
 AN2290'RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.  WOODEN
 AN2290'SIGNAL TOWER OVER STATION WHEN RECOVERED.  MARK IS STAMPED
 AN2290'GREEK 1934.  IT IS 11 MILES SSE OF SEADRIFT.
 AN2290
 AN2290                          STATION RECOVERY (1961)
 AN2290
 AN2290'RECOVERY NOTE BY US AIR FORCE 1961
 AN2290'STATION RECOVERED IN GOOD CONDITION.  PRESENT DESCRIPTION
 AN2290'ACCURATE.  TOWER DESTROYED BY WEAR AND WEATHER.  A NEW 14
 AN2290'FOOT TOWER CONSTRUCTED BY PARTY.  AN IRON PIPE EXTENDING
 AN2290'1 FOOT ABOVE GROUND CAN BE SEEN FROM THE WATERS EDGE.  IRON
 AN2290'PIPE 0.45 METERS WEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1548 ***********************************************************************
 AB1548  DESIGNATION -  GREEN
 AB1548  PID         -  AB1548
 AB1548  STATE/COUNTY-  TX/CAMERON
 AB1548  USGS QUAD   -  GREEN ISLAND (1970)
 AB1548
 AB1548                         *CURRENT SURVEY CONTROL
 AB1548  ___________________________________________________________________
 AB1548* NAD 83(1993)-  26 23 35.08510(N)    097 19 25.93058(W)     ADJUSTED  
 AB1548* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1548  ___________________________________________________________________
 AB1548  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 AB1548  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 AB1548
 AB1548  HORZ ORDER  -  THIRD
 AB1548
 AB1548.The horizontal coordinates were established by classical geodetic methods
 AB1548.and adjusted by the National Geodetic Survey in February 1996..
 AB1548
 AB1548.The orthometric height was scaled from a topographic map.
 AB1548
 AB1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1548
 AB1548.The geoid height was determined by GEOID03.
 AB1548
 AB1548;                    North         East     Units Scale Factor Converg.
 AB1548;SPC TX S     - 5,081,028.482   417,349.362   MT  0.99995069   +0 32 02.3
 AB1548;SPC TX S     -16,670,007.61  1,369,253.70   sFT  0.99995069   +0 32 02.3
 AB1548;UTM  14      - 2,920,303.387   667,195.562   MT  0.99994514   +0 44 42.9
 AB1548
 AB1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1548!SPC TX S     -   1.00000273  x   0.99995069  =   0.99995342
 AB1548!UTM  14      -   1.00000273  x   0.99994514  =   0.99994787
 AB1548
 AB1548:                Primary Azimuth Mark                     Grid Az
 AB1548:SPC TX S     -  HARLINGEN PORT ISABEL LT 39              163 40 18.6
 AB1548:UTM  14      -  HARLINGEN PORT ISABEL LT 39              163 27 38.0
 AB1548
 AB1548|---------------------------------------------------------------------|
 AB1548| PID    Reference Object                     Distance      Geod. Az  |
 AB1548|                                                           dddmmss.s |
 AB1548| AB1553 HARLINGEN PORT ISABEL LT 39         APPROX.12.8 KM 1641220.9 |
 AB1548| AB1555 HARLINGEN PORT ISABEL LT 29         APPROX.10.4 KM 1654058.4 |
 AB1548| AB1550 HARLINGEN PORT ISABEL LT 19         APPROX. 7.9 KM 1680332.8 |
 AB1548| AB1552 HARLINGEN PORT ISABEL LIGHT 9       APPROX. 5.6 KM 1722819.2 |
 AB1548| AB1551 HORSE USE 1950                      APPROX. 4.7 KM 1893301.4 |
 AB1548| AB1562 HARLINGEN ENTRANCE LIGHT 10         APPROX. 4.4 KM 2105018.9 |
 AB1548| CV3245 GREEN RM                              8.370 METERS 27257     |
 AB1548|---------------------------------------------------------------------|
 AB1548
 AB1548                          SUPERSEDED SURVEY CONTROL
 AB1548
 AB1548  NAD 83(1986)-  26 23 35.10077(N)    097 19 25.89171(W) AD(       ) 3
 AB1548  NAD 27      -  26 23 33.84500(N)    097 19 24.97100(W) AD(       ) 3
 AB1548
 AB1548.Superseded values are not recommended for survey control.
 AB1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1548.See file dsdata.txt to determine how the superseded data were derived.
 AB1548
 AB1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6719620303(NAD 83)
 AB1548_MARKER: DS = TRIANGULATION STATION DISK
 AB1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1548
 AB1548  HISTORY     - Date     Condition        Report By
 AB1548  HISTORY     - 1913     MONUMENTED       CGS
 AB1548  HISTORY     - 1939     GOOD             CGS
 AB1548  HISTORY     - 1950     GOOD             CGS
 AB1548
 AB1548                          STATION DESCRIPTION
 AB1548
 AB1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AB1548'ON GREEN ISLAND ABOUT THE MIDDLE OF THE EASTERN SIDE, AND ABOUT
 AB1548'9 METERS (30 FEET) FROM THE EDGE OF THE HIGH BANK ON THAT SIDE.
 AB1548'THE ISLAND IS COVERED BY A DENSE GROWTH OF BUSHES, CACTI, AND
 AB1548'SPANISH DAGGERS.  A CLEAR SPACE IS LEFT WHERE THE STATION IS
 AB1548'LOCATED, ON ONE OF THE HIGHEST PARTS OF THE ISLAND.  THE LARGE
 AB1548'MESQUITE TREES SHOULD IDENTIFY THE STATION.  THE STATION IS
 AB1548'MARKED BY A CEMENT POST WHICH IS 2-1/2 FEET LONG AND 7-1/2
 AB1548'INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD DISK
 AB1548'STATION MARK IS SET INTO THE CENTER OF THE TOP OF THE
 AB1548'COLUMN.  THE SUB-SURFACE MARK IS A NAIL OR SMALL WOODEN PEG
 AB1548'SET INTO A SMALL QUANTITY OF CEMENT, WHICH IS 6 INCHES
 AB1548'BELOW THE CEMENT POST.  SIX INCHES OF SAND OR EARTH SEPARATES
 AB1548'THE SURFACE AND SUB-SURFACE MARKS.  THE TOP OF THE SURFACE
 AB1548'MARK PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  THE
 AB1548'REFERENCE MARK IS A CEMENT POST 2-1/2 FEET LONG AND 5-1/2
 AB1548'INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD
 AB1548'DISK REFERENCE MARK IS SET INTO THE TOP OF THE POST.  THE
 AB1548'TABLET HAS AN ARROW WHICH POINTS TOWARD THE STATION.
 AB1548'THE TOP OF THE CEMENT POST IS ABOUT 6 INCHES ABOVE THE SURFACE
 AB1548'OF THE GROUND, AND IS 8.37 METERS (27.5 FEET) FROM THE STATION,
 AB1548'N 87 DEG 04 MIN W.  A COPPER WEDGE DRIVEN INTO
 AB1548'A BLAZE IN A LARGE MESQUITE TREE IS 12.25 METERS (40.2 FEET)
 AB1548'DISTANT AND BEARS S 77 DEG W (MAGNETIC).  A COPPER WEDGE DRIVEN
 AB1548'INTO A BLAZE IN A LARGE MESQUITE TREE IS 2.51 METERS (8.2 FEET)
 AB1548'DISTANT AND BEARS N 70 DEG E (MAGNETIC).
 AB1548
 AB1548                          STATION RECOVERY (1939)
 AB1548
 AB1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1548'STATION IS ABOUT 23 MILES N OF PORT ISABEL ON GREEN ISLAND
 AB1548'IN LAGUNA MADRE.  THE ISLAND IS A BIRD SANCTUARY CONTROLLED BY
 AB1548'THE AUDOBON SOCIETY OF AMERICA.  MR. LAWSON, OF HARLINGER, IS
 AB1548'THE CARETAKER.  THE STATION IS ON THE HIGHEST POINT ON THE
 AB1548'NE SIDE OF THE ISLAND, ABOUT 150 FEET W OF THE HIGH-WATER
 AB1548'LINE, ABOUT 30 FEET SW OF A HIGH BANK IN THICK BRUSH.
 AB1548'
 AB1548'MARK IS A STANDARD UNSTAMPED DISK SET IN ABOUT AN 8-INCH CONCRETE
 AB1548'POST PROJECTING ABOUT TWO INCHES ABOVE GROUND.  THE CONCRETE HAD
 AB1548'BEEN SLIGHTLY CHIPPED OFF BUT OTHERWISE THE MARK WAS IN GOOD
 AB1548'CONDITION.
 AB1548'
 AB1548'ONE REFERENCE MARK WAS RECOVERED, GIVEN AS 8.37 METERS (27.5
 AB1548'FEET) FROM STATION AZIMUTH 92 DEG 56 MIN 46 SEC.  THE MARK IS
 AB1548'SET IN ABOUT A 5-INCH CONCRETE POST PROJECTING ABOUT 5 INCHES
 AB1548'ABOVE GROUND.  THIS POST IS SLIGHTLY LOOSE BUT DID NOT APPEAR
 AB1548'TO HAVE MOVED FROM ITS ORIGINAL POSITION.
 AB1548'
 AB1548'ONE WITNESS MARK WAS FOUND 8.35 FEET FROM THE STATION.  IT IS
 AB1548'A COPPER WEDGE DRIVEN IN A BLAZE ON THE W SIDE OF A MESQUITE
 AB1548'TREE ABOUT 1 FOOT ABOVE GROUND.  MAIN LIMB OF THE TREE IS BENT
 AB1548'TO THE SW AND ALMOST TOUCHES THE GROUND 6 FEET SE OF THE STATION.
 AB1548'
 AB1548'THERE IS A HOUSE ON THE W SIDE OF THE ISLAND.  ISLAND IS
 AB1548'COVERED WITH A THICK GROWTH OF WEEDS AND BRUSH.
 AB1548'
 AB1548'STATION CAN ONLY BE REACHED BY BOAT FROM PORT ISABEL OR
 AB1548'RED FISH BAY.
 AB1548
 AB1548                          STATION RECOVERY (1950)
 AB1548
 AB1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1548'STATION, REFERENCE MARK, AND WITNESS MARK RECOVERED IN GOOD
 AB1548'CONDITION AS DESCRIBED IN 1939 RECOVERY NOTE BY P.L.B.
 AB1548'
 AB1548'THE 1939 RECOVERY NOTE IS ADEQUATE EXCEPT THAT THE STATION
 AB1548'CAN BEST BE REACHED BY BOAT FROM THE E END OF THE HARLINGEN
 AB1548'ENTRANCE CHANNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1359 ***********************************************************************
 AJ1359  DESIGNATION -  GREEN
 AJ1359  PID         -  AJ1359
 AJ1359  STATE/COUNTY-  TX/WEBB
 AJ1359  USGS QUAD   -  BIEL LAKE SE (1974)
 AJ1359
 AJ1359                         *CURRENT SURVEY CONTROL
 AJ1359  ___________________________________________________________________
 AJ1359* NAD 83(1993)-  27 50 35.05610(N)    098 49 28.90378(W)     ADJUSTED  
 AJ1359* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 AJ1359  ___________________________________________________________________
 AJ1359  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AJ1359  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AJ1359
 AJ1359  HORZ ORDER  -  FIRST
 AJ1359
 AJ1359.The horizontal coordinates were established by classical geodetic methods
 AJ1359.and adjusted by the National Geodetic Survey in February 1996..
 AJ1359
 AJ1359.The orthometric height was scaled from a topographic map.
 AJ1359
 AJ1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1359
 AJ1359.The geoid height was determined by GEOID03.
 AJ1359
 AJ1359;                    North         East     Units Scale Factor Converg.
 AJ1359;SPC TX S     - 5,241,177.461   268,016.152   MT  1.00000248   -0 08 50.7
 AJ1359;SPC TX S     -17,195,429.72    879,316.33   sFT  1.00000248   -0 08 50.7
 AJ1359;UTM  14      - 3,079,831.088   517,261.302   MT  0.99960368   +0 04 54.8
 AJ1359
 AJ1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1359!SPC TX S     -   0.99997852  x   1.00000248  =   0.99998100
 AJ1359!UTM  14      -   0.99997852  x   0.99960368  =   0.99958221
 AJ1359
 AJ1359|---------------------------------------------------------------------|
 AJ1359| PID    Reference Object                     Distance      Geod. Az  |
 AJ1359|                                                           dddmmss.s |
 AJ1359| CV3247 GREEN RM 1                           31.216 METERS 07559     |
 AJ1359| CV3246 GREEN AZ MK                                        1711720.0 |
 AJ1359| CV3248 GREEN RM 2                           45.347 METERS 17954     |
 AJ1359|---------------------------------------------------------------------|
 AJ1359
 AJ1359                          SUPERSEDED SURVEY CONTROL
 AJ1359
 AJ1359  NAD 83(1986)-  27 50 35.06021(N)    098 49 28.87853(W) AD(       ) 1
 AJ1359  NAD 27      -  27 50 33.98700(N)    098 49 27.80700(W) AD(       ) 1
 AJ1359
 AJ1359.Superseded values are not recommended for survey control.
 AJ1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1359.See file dsdata.txt to determine how the superseded data were derived.
 AJ1359
 AJ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR1726179831(NAD 83)
 AJ1359_MARKER: DS = TRIANGULATION STATION DISK
 AJ1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1359_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1359
 AJ1359  HISTORY     - Date     Condition        Report By
 AJ1359  HISTORY     - 1935     MONUMENTED       CGS
 AJ1359  HISTORY     - 1939     GOOD             TXHD
 AJ1359  HISTORY     - 1942     GOOD             LOCSUR
 AJ1359  HISTORY     - 1946     GOOD             TXHD
 AJ1359  HISTORY     - 1974     SEE DESCRIPTION  USGS
 AJ1359
 AJ1359                          STATION DESCRIPTION
 AJ1359
 AJ1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1359'STATION IS LOCATED ON THE PROPERTY OF THE DUVAL COUNTY RANCH
 AJ1359'COMPANY, 13-1/2 MILES A LITTLE S OF W OF FREER, 3 MILES
 AJ1359'W OF THE WEBB-DUVAL COUNTY LINE, AND 14 MILES S OF THE
 AJ1359'WEBB-LA SALLE COUNTY LINE.  MARK IS FLUSH WITH GROUND.
 AJ1359'
 AJ1359'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1359'BRONZE DISKS SET IN CONCRETE.
 AJ1359'
 AJ1359'REFERENCE MARK NO. 1 IS 42 FEET N OF CENTER LINE OF ROAD.
 AJ1359'MARK PROJECTS 6 INCHES.
 AJ1359'
 AJ1359'REFERENCE MARK NO. 2 IS 75 FEET S OF SE CORNER OF HOUSE.
 AJ1359'MARK PROJECTS 8 INCHES.
 AJ1359'
 AJ1359'AZIMUTH MARK IS 0.8 MILE E OF S OF STATION.  TO REACH GO
 AJ1359'0.1 MILE E, THENCE 0.8 MILE S TO MARK ON LEFT, 18 FEET E OF
 AJ1359'CENTER LINE OF ROAD.
 AJ1359'
 AJ1359'REACHED FROM THE SOUTHLAND LUMBER COMPANY, IN FREER BY FOLLOWING
 AJ1359'THE MAIN ROAD S FOR 3.9 MILES AND TAKE RIGHT FORK, GO 2.35
 AJ1359'MILES TO LARGE ALUMINUM PAINTED TANK ON THE RIGHT.  CONTINUE
 AJ1359'W ON MAIN ROAD FOR 3.7 MILES AND TAKE RIGHT FORK THRU CATTLE
 AJ1359'GUARD.  FOLLOW MAIN ROAD 8.25 MILES AND TURN RIGHT ON A
 AJ1359'T-ROAD JUST BEFORE REACHING AUTO GATE.  GO 4.7 MILES TO
 AJ1359'A SMALL GREEN HOUSE AT TOP OF GRADE AND STATION.  STATION
 AJ1359'IS LOCATED 57 FEET N OF NE CORNER OF HOUSE.  29 FEET S OF
 AJ1359'CENTER LINE OF MAIN ROAD.
 AJ1359'
 AJ1359'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AJ1359
 AJ1359                          STATION RECOVERY (1939)
 AJ1359
 AJ1359'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1939
 AJ1359'STATION IS IN GOOD CONDITION.  IT MAY BE REACHED ALSO FROM
 AJ1359'BRUNI.  THENCE ALONG MAGLIA-GATES COUNTY ROAD N ABOUT 24
 AJ1359'MILES TO SOLIDAD ROAD, THENCE E ALONG SAID ROAD 0.7 MILE
 AJ1359'THROUGH A CATTLE GUARD THENCE N ALONG MOCA OIL FIELD COUNTY
 AJ1359'ROAD ABOUT 4.7 MILES TO THE STATION.
 AJ1359'
 AJ1359'WE NOTE DISTANCES TO RESIDENCE ETC. DO NOT TALLY, POSSIBLY
 AJ1359'THE HOUSE HAS BEEN MOVED OR REBUILT.
 AJ1359
 AJ1359                          STATION RECOVERY (1942)
 AJ1359
 AJ1359'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942 (LNR)
 AJ1359'RECOVERED BY S.A. SCHLOSSER GEOPHYSICAL SURVEYS
 AJ1359'
 AJ1359'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AJ1359
 AJ1359                          STATION RECOVERY (1946)
 AJ1359
 AJ1359'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1946 (FP)
 AJ1359'STATION RECOVERED IN GOOD CONDITION.
 AJ1359'
 AJ1359'GO WESTWARD FROM FREER ON STATE HIGHWAY N-S-202, 13-1/2 MILES
 AJ1359'TO COUNTY ROAD (MOCA OIL FIELD ROAD) TURN N UP SAID ROAD
 AJ1359'4-1/4 MILES TO DEAD END.  MARK IS CLOSE BY ON THE LEFT AND
 AJ1359'EASILY FOUND.
 AJ1359
 AJ1359                          STATION RECOVERY (1974)
 AJ1359
 AJ1359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (AWL)
 AJ1359'MARK WAS SEARCHED FOR USING MEASUREMENTS FROM REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1805 ***********************************************************************
 AY1805  DESIGNATION -  GREEN
 AY1805  PID         -  AY1805
 AY1805  STATE/COUNTY-  TX/BEXAR
 AY1805  USGS QUAD   -  SCHERTZ (1992)
 AY1805
 AY1805                         *CURRENT SURVEY CONTROL
 AY1805  ___________________________________________________________________
 AY1805* NAD 83(1993)-  29 36 28.85370(N)    098 22 09.61938(W)     ADJUSTED  
 AY1805* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 AY1805  ___________________________________________________________________
 AY1805  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 AY1805  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AY1805
 AY1805  HORZ ORDER  -  FIRST
 AY1805
 AY1805.The horizontal coordinates were established by classical geodetic methods
 AY1805.and adjusted by the National Geodetic Survey in February 1996..
 AY1805
 AY1805.The orthometric height was scaled from a topographic map.
 AY1805
 AY1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1805
 AY1805.The geoid height was determined by GEOID03.
 AY1805
 AY1805;                    North         East     Units Scale Factor Converg.
 AY1805;SPC TXSC     - 4,196,846.906   661,079.920   MT  0.99987456   +0 18 32.3
 AY1805;SPC TXSC     -13,769,155.22  2,168,893.04   sFT  0.99987456   +0 18 32.3
 AY1805;UTM  14      - 3,275,517.564   561,064.080   MT  0.99964601   +0 18 41.7
 AY1805
 AY1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1805!SPC TXSC     -   0.99995184  x   0.99987456  =   0.99982640
 AY1805!UTM  14      -   0.99995184  x   0.99964601  =   0.99959787
 AY1805
 AY1805:                Primary Azimuth Mark                     Grid Az
 AY1805:SPC TXSC     -  SELMA PERPETUAL HELP CATH CH             112 23 27.0
 AY1805:UTM  14      -  SELMA PERPETUAL HELP CATH CH             112 23 17.6
 AY1805
 AY1805|---------------------------------------------------------------------|
 AY1805| PID    Reference Object                     Distance      Geod. Az  |
 AY1805|                                                           dddmmss.s |
 AY1805| AY1803 SELMA PERPETUAL HELP CATH CH        APPROX. 6.6 KM 1124159.3 |
 AY1805| AY1801 SELMA RADIO STATION WOAI MAST       APPROX. 6.2 KM 1221855.0 |
 AY1805| CV4156 GREEN AZ MK                                        1471944.1 |
 AY1805| AY1810 LONGHORN PORTLAND CEMENT CO TK      APPROX. 8.8 KM 2004242.6 |
 AY1805| CV4158 GREEN RM 2                           18.868 METERS 22045     |
 AY1805| CV4157 GREEN RM 1                           19.167 METERS 33928     |
 AY1805|---------------------------------------------------------------------|
 AY1805
 AY1805                          SUPERSEDED SURVEY CONTROL
 AY1805
 AY1805  NAD 83(1986)-  29 36 28.85916(N)    098 22 09.60207(W) AD(       ) 1
 AY1805  NAD 27      -  29 36 28.04000(N)    098 22 08.54900(W) AD(       ) 1
 AY1805
 AY1805.Superseded values are not recommended for survey control.
 AY1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1805.See file dsdata.txt to determine how the superseded data were derived.
 AY1805
 AY1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6106475518(NAD 83)
 AY1805_MARKER: DS = TRIANGULATION STATION DISK
 AY1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY1805
 AY1805  HISTORY     - Date     Condition        Report By
 AY1805  HISTORY     - 1953     MONUMENTED       CGS
 AY1805  HISTORY     - 1953     GOOD             AMS
 AY1805  HISTORY     - 1989     GOOD             USPSQD
 AY1805  HISTORY     - 1990     GOOD             USPSQD
 AY1805  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AY1805
 AY1805                          STATION DESCRIPTION
 AY1805
 AY1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1805'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF SAN ANTONIO,
 AY1805'3 MILES WEST OF BRACKEN, ON TOP OF A HIGH TIMBERED RIDGE,
 AY1805'ON WEST SIDE OF GREEN MOUNTAIN ROAD AND ON PROPERTY OWNED
 AY1805'BY MR. H.O. BORGFELD.
 AY1805'
 AY1805'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 AY1805'AND LOOP 13 NORTHEAST OF SAN ANTONIO, GO NORTHEAST ON HIGHWAY
 AY1805'81 FOR 3.9 MILES TO A SIDE ROAD LEFT (JUDSON ROAD) JUST AFTER
 AY1805'PASSING THE WAGON WHEEL MOTEL, TURN LEFT, GO NORTHERLY ON
 AY1805'JUDSON ROAD FOR 2 MILES TO T ROADS, TURN RIGHT, GO NORTHEAST
 AY1805'ON NACOGDOCHES ROAD FOR 1.25 MILES TO A SIDE ROAD LEFT (STAHL
 AY1805'ROAD), TURN LEFT, GO 0.2 MILE NORTHERLY ON STAHL ROAD TO THE
 AY1805'TOP OF A RIDGE AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AY1805'NORTHERLY ON STAHL ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT
 AY1805'(MOUNTAIN GREEN ROAD) JUST AFTER A LEFT TURN, TURN RIGHT,
 AY1805'NORTH AND FOLLOW GREEN MOUNTAIN ROAD FOR 0.55 MILE TO A
 AY1805'SIDE ROAD LEFT LEADING TO THE BORGFELD GREEN MOUNTAIN
 AY1805'RANCH, CONTINUE NORTH ON GREEN MOUNTAIN ROAD FOR 0.4
 AY1805'MILE TO THE TOP OF RIDGE AND THE STATION SITE ON LEFT.
 AY1805'THERE IS A LOCKED WIRE GATE ABOUT 100 YARDS SOUTH OF THE
 AY1805'STATION, KEY MAY BE OBTAINED AT BORGFELD GREEN MOUNTAIN
 AY1805'RANCH.
 AY1805'
 AY1805'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE CYLINDER
 AY1805'PROJECTING 6 INCHES.  IT IS 37 FEET WEST OF THE CENTER LINE
 AY1805'OF GREEN MOUNTAIN ROAD, 11 FEET WEST OF A FENCE LINE AND
 AY1805'A WITNESS POST.  IT IS STAMPED GREEN 1953.
 AY1805'
 AY1805'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE
 AY1805'CYLINDER PROJECTING 4 INCHES.  IT IS 27 FEET WEST OF THE
 AY1805'CENTER LINE OF GREEN MOUNTAIN ROAD, 2 FEET WEST OF A FENCE
 AY1805'LINE AND IT IS STAMPED GREEN NO. 1 1953.
 AY1805'
 AY1805'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE
 AY1805'CYLINDER PROJECTING 2 INCHES.  IT IS 9 FEET SOUTHWEST OF
 AY1805'THE CENTER OF A TRACK ROAD AND NORTHEAST OF A GROUP OF MESQUITE
 AY1805'TREES.  IT IS STAMPED GREEN NO. 2 1953.
 AY1805'
 AY1805'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE CYLINDER
 AY1805'PROJECTING 5 INCHES.  IT IS 28 FEET SOUTH OF A DRIVEWAY AT
 AY1805'A MAIL BOX MARKED RT. 3 B-221 1/2, 22 FEET EAST OF THE CENTER
 AY1805'LINE OF GREEN MOUNTAIN ROAD, 3 FEET SOUTH OF A WITNESS POST
 AY1805'AND 2 FEET NORTH OF A TELEPHONE AND POWER POLE.  IT IS STAMPED
 AY1805'GREEN 1953.
 AY1805'
 AY1805'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY1805
 AY1805                          STATION RECOVERY (1953)
 AY1805
 AY1805'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1805'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 35 FEET
 AY1805'W-SW OF THE CENTERLINE OF N-NW-S-SE ROAD.  IT IS 34 FEET S-SE
 AY1805'OF THE BASE OF A TREE, AND IT IS 21 FEET NE OF THE BASE OF
 AY1805'A TREE.
 AY1805
 AY1805                          STATION RECOVERY (1989)
 AY1805
 AY1805'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY1805'RECOVERED IN GOOD CONDITION.
 AY1805
 AY1805                          STATION RECOVERY (1990)
 AY1805
 AY1805'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1805'RECOVERED IN GOOD CONDITION.
 AY1805
 AY1805                          STATION RECOVERY (1999)
 AY1805
 AY1805'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0903 ***********************************************************************
 CB0903  DESIGNATION -  GREEN
 CB0903  PID         -  CB0903
 CB0903  STATE/COUNTY-  TX/TOM GREEN
 CB0903  USGS QUAD   -  MURPH DRAW (1984)
 CB0903
 CB0903                         *CURRENT SURVEY CONTROL
 CB0903  ___________________________________________________________________
 CB0903* NAD 83(1993)-  31 37 55.92151(N)    100 31 14.19675(W)     ADJUSTED  
 CB0903* NAVD 88     -       711.6    (meters)    2335.     (feet)  VERTCON   
 CB0903  ___________________________________________________________________
 CB0903  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CB0903  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CB0903
 CB0903  HORZ ORDER  -  SECOND
 CB0903
 CB0903.The horizontal coordinates were established by classical geodetic methods
 CB0903.and adjusted by the National Geodetic Survey in February 1996..
 CB0903
 CB0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0903
 CB0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0903
 CB0903.The geoid height was determined by GEOID03.
 CB0903
 CB0903;                    North         East     Units Scale Factor Converg.
 CB0903;SPC TX C     - 3,217,909.839   682,234.379   MT  0.99994218   -0 05 47.3
 CB0903;SPC TX C     -10,557,425.86  2,238,297.29   sFT  0.99994218   -0 05 47.3
 CB0903;UTM  14      - 3,500,672.833   355,792.176   MT  0.99985649   -0 47 51.5
 CB0903
 CB0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0903!SPC TX C     -   0.99989211  x   0.99994218  =   0.99983429
 CB0903!UTM  14      -   0.99989211  x   0.99985649  =   0.99974861
 CB0903
 CB0903|---------------------------------------------------------------------|
 CB0903| PID    Reference Object                     Distance      Geod. Az  |
 CB0903|                                                           dddmmss.s |
 CB0903| CV4154 GREEN RM 1                           13.010 METERS 09409     |
 CB0903| CV4153 GREEN AZ MK                                        1603959.7 |
 CB0903| CV4155 GREEN RM 2                           15.920 METERS 20705     |
 CB0903| CB0911 SANATORIUM TB SANATORIUM STK        APPROX.12.5 KM 2585733.0 |
 CB0903| CB0912 SANATORIUM TB SANATORIUM TK         APPROX.12.5 KM 2590811.6 |
 CB0903|---------------------------------------------------------------------|
 CB0903
 CB0903                          SUPERSEDED SURVEY CONTROL
 CB0903
 CB0903  NAD 83(1986)-  31 37 55.92838(N)    100 31 14.18235(W) AD(       ) 2
 CB0903  NAD 27      -  31 37 55.36500(N)    100 31 12.82800(W) AD(       ) 2
 CB0903  NGVD 29 (07/19/86)  711.4    (m)         2334.     (f) VERT ANG       
 CB0903
 CB0903.Superseded values are not recommended for survey control.
 CB0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0903.See file dsdata.txt to determine how the superseded data were derived.
 CB0903
 CB0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA5579200673(NAD 83)
 CB0903_MARKER: DS = TRIANGULATION STATION DISK
 CB0903_SETTING: 66 = SET IN ROCK OUTCROP
 CB0903_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 CB0903
 CB0903  HISTORY     - Date     Condition        Report By
 CB0903  HISTORY     - 1943     MONUMENTED       CGS
 CB0903  HISTORY     - 1951     GOOD             UOCO
 CB0903  HISTORY     - 1956     GOOD             USGS
 CB0903
 CB0903                          STATION DESCRIPTION
 CB0903
 CB0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0903'STATION IS LOCATED ABOUT 13 MILES NNW OF SAN ANGELO, 7 MILES
 CB0903'ENE OF CARLSBAD, ON THE SUMMIT OF A LOW CEDAR-COVERED HILL
 CB0903'ABOUT 200 YARDS W OF A N-S GRADED DIRT ROAD.  THE MARK IS
 CB0903'A BRONZE STATION DISK SET IN BEDROCK IN A SMALL CIRCULAR
 CB0903'DEPRESSION ABOUT 1 FOOT LOWER THAN THE REST OF THE HILL.
 CB0903'IT IS STAMPED GREEN 1943.
 CB0903'
 CB0903'REFERENCE MARK 1 IS E OF THE STATION AND ABOUT 3 FEET LOWER.
 CB0903'IT IS A BRONZE REFERENCE DISK SET IN BEDROCK ABOUT FLUSH
 CB0903'WITH THE GROUND.
 CB0903'
 CB0903'REFERENCE MARK 2 IS SW OF THE STATION AND ABOUT 4 FEET LOWER.
 CB0903'IT IS A BRONZE REFERENCE DISK SET IN BEDROCK ABOUT FLUSH
 CB0903'WITH THE GROUND.
 CB0903'
 CB0903'ALL THREE OF THESE MARKS ARE LIKELY TO BECOME COVERED.
 CB0903'
 CB0903'AZIMUTH MARK IS ABOUT 0.3 MILE SE OF THE STATION, 1 FOOT W
 CB0903'OF THE W RIGHT-OF-WAY FENCE, 28 FEET W OF THE CENTER LINE
 CB0903'OF THE ROAD, AND 65 FEET S OF A GATE IN THE W RIGHT-OF-WAY
 CB0903'FENCE.  IT IS A BRONZE AZIMUTH DISK PROJECTING ABOUT 5 INCHES.
 CB0903'IN CONCRETE POST.
 CB0903'
 CB0903'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CB0903'REFERENCE MARKS ARE ALSO STAMPED WITH NUMBER.
 CB0903'
 CB0903'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 67 AND 87
 CB0903'IN SAN ANGELO, GO NW ON HIGHWAY 87 2.3 MILES TO DIAGONAL
 CB0903'CROSS ROADS AT GATE WAY FILLING STATION, TURN RIGHT ON PAVED
 CB0903'ROAD NW 4.8 MILES TO ROBBINS FIELD ON THE LEFT, CONTINUE
 CB0903'ON W AND N 4.15 MILES TO POINT WHERE SURFACED ROAD TURNS
 CB0903'W, CONTINUE STRAIGHT AHEAD ON DIRT ROAD 1.25 MILES TO FORK,
 CB0903'TAKE RIGHT FORK (STRAIGHT AHEAD) 2.55 MILES TO HILL ON THE
 CB0903'LEFT AND STATION SITE AT THE TOP OF THE HILL E OF A SMALL
 CB0903'ROCK PILE AND ABOUT 200 YARDS FROM THE ROAD.
 CB0903'
 CB0903'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CB0903
 CB0903                          STATION RECOVERY (1951)
 CB0903
 CB0903'RECOVERY NOTE BY UNION OIL COMPANY 1951 (DFM)
 CB0903'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS STAMPED GREEN 1943.
 CB0903
 CB0903                          STATION RECOVERY (1956)
 CB0903
 CB0903'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CB0903'STATION MARK--STANDARD USC AND GS BRONZE DISK, SET IN BEDROCK IN
 CB0903'SMALL DEPRESSION 1 FT. LOWER THAN REST OF HILL, AND STAMPED ---GREEN
 CB0903'1943---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6638 ***********************************************************************
 AW6638  DESIGNATION -  GREEN
 AW6638  PID         -  AW6638
 AW6638  STATE/COUNTY-  TX/HARRIS
 AW6638  USGS QUAD   -  HUMBLE (1995)
 AW6638
 AW6638                         *CURRENT SURVEY CONTROL
 AW6638  ___________________________________________________________________
 AW6638* NAD 83(1993)-  29 57 39.02711(N)    095 19 59.44497(W)     ADJUSTED  
 AW6638* NAVD 88     -        26.70   (+/-2cm)      87.6    (feet)  VERTCON   
 AW6638  ___________________________________________________________________
 AW6638  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AW6638  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AW6638
 AW6638  HORZ ORDER  -  FIRST
 AW6638  VERT ORDER  -  THIRD ? (See Below)
 AW6638
 AW6638.The horizontal coordinates were established by classical geodetic methods
 AW6638.and adjusted by the National Geodetic Survey in February 1996..
 AW6638
 AW6638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6638.The vertical order pertains to the NGVD 29 superseded value.
 AW6638
 AW6638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6638
 AW6638.The geoid height was determined by GEOID03.
 AW6638
 AW6638;                    North         East     Units Scale Factor Converg.
 AW6638;SPC TXSC     - 4,241,336.160   953,851.400   MT  0.99992275   +1 47 47.1
 AW6638;SPC TXSC     -13,915,117.05  3,129,427.47   sFT  0.99992275   +1 47 47.1
 AW6638;UTM  15      - 3,316,736.417   274,850.558   MT  1.00022547   -1 09 56.5
 AW6638
 AW6638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6638!SPC TXSC     -   1.00000013  x   0.99992275  =   0.99992288
 AW6638!UTM  15      -   1.00000013  x   1.00022547  =   1.00022560
 AW6638
 AW6638|---------------------------------------------------------------------|
 AW6638| PID    Reference Object                     Distance      Geod. Az  |
 AW6638|                                                           dddmmss.s |
 AW6638| CV7233 GREEN RM 1                           20.712 METERS 08351     |
 AW6638| CV7232 GREEN AZ MK                                        1711126.5 |
 AW6638| CV7234 GREEN RM 2                           23.625 METERS 34624     |
 AW6638|---------------------------------------------------------------------|
 AW6638
 AW6638                          SUPERSEDED SURVEY CONTROL
 AW6638
 AW6638  NAD 83(1986)-  29 57 39.04208(N)    095 19 59.42666(W) AD(       ) 1
 AW6638  NAD 27      -  29 57 38.24407(N)    095 19 58.65890(W) AD(       ) 1
 AW6638  NGVD 29 (07/19/86)   26.70   (m)           87.6    (f) LEVELING    3  
 AW6638
 AW6638.Superseded values are not recommended for survey control.
 AW6638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6638.See file dsdata.txt to determine how the superseded data were derived.
 AW6638
 AW6638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7485116736(NAD 83)
 AW6638_MARKER: DS = TRIANGULATION STATION DISK
 AW6638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6638_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6638
 AW6638  HISTORY     - Date     Condition        Report By
 AW6638  HISTORY     - 1968     MONUMENTED       CGS
 AW6638
 AW6638                          STATION DESCRIPTION
 AW6638
 AW6638'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6638'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTH OF DOWNTOWN HOUSTON,
 AW6638'NEAR THE SOUTHERN PART OF THE HOUSTON INTERCONTINENTAL AIRPORT (NOW
 AW6638'UNDER CONSTRUCTION) AND IN THE MEDIAN OF JOHN F. KENNEDY BOULEVARD
 AW6638'AND JUST WEST OF THE FEDERAL AVIATION AGENCY AIR ROUTE TRAFFIC
 AW6638'CONTROL CENTER BUILDING.  THE STATION IS ON PROPERTY OWNED BY THE
 AW6638'CITY OF HOUSTON.
 AW6638'
 AW6638'THE STATION MARK IS A STANDARD DISK STAMPED GREEN 1967, SET IN THE
 AW6638'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6638'THE GROUND.  IT IS 96 FEET NORTHEAST OF THE EAST CURB OF THE JOHN
 AW6638'F.  KENNEDY BOULEVARD (SOUTH BOUND), 51 FEET SOUTHWEST OF THE
 AW6638'INTERSECTION OF THE BOULEVARD AND THE SOUTH DRIVEWAY OF THE
 AW6638'FEDERAL AVIATION AGENCY AIR ROUTE TRAFFIC CONTROL CENTER, 41 FEET
 AW6638'SOUTHEAST OF THE CENTER OF A CROSSOVER ROAD AND 37 FEET NORTHEAST
 AW6638'OF THE SOUTH END OF A CONCRETE CULVERT.
 AW6638'
 AW6638'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GREEN NO 1 1967,
 AW6638'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE STORM
 AW6638'DRAIN WITH A METAL MANHOLE COVER.  IT IS 37 FEET SOUTH-SOUTHEAST OF
 AW6638'THE CENTER OF THE SOUTH DRIVEWAY TO THE BUILDING AND 3.6 FEET
 AW6638'EAST-NORTHEAST OF THE EAST CURB OF THE BOULEVARD.
 AW6638'
 AW6638'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GREEN NO 2 1967,
 AW6638'CEMENTED IN A DRILL HOLE IN THE WEST CURB OF THE BOULEVARD (NORTH
 AW6638'BOUND).  IT IS 35 FEET NORTHWEST OF THE CENTER OF THE CROSSOVER
 AW6638'ROAD AND 23 FEET WEST-SOUTHWEST OF THE CENTER OF THE BOULEVARD
 AW6638'(NORTH BOUND).
 AW6638'
 AW6638'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GREEN 1967, SET IN THE
 AW6638'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6638'GROUND.  IT IS 243 FEET NORTH OF THE CENTER OF GREEN ROAD, 57 FEET
 AW6638'EAST OF THE EAST CURB OF THE BOULEVARD (SOUTH BOUND) AND 57 FEET
 AW6638'WEST OF THE WEST CURB OF THE BOULEVARD (NORTH BOUND).
 AW6638'
 AW6638'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST ON
 AW6638'JOHN F. KENNEDY BOULEVARD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 AW6638'LEFT IN THE MEDIAN, THIS IS JUST BEFORE REACHING GREEN ROAD.
 AW6638'
 AW6638'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0981 ***********************************************************************
 EM0981  DESIGNATION -  GREEN
 EM0981  PID         -  EM0981
 EM0981  STATE/COUNTY-  TX/HARDEMAN
 EM0981  USGS QUAD   -  ELDORADO (1984)
 EM0981
 EM0981                         *CURRENT SURVEY CONTROL
 EM0981  ___________________________________________________________________
 EM0981* NAD 83(1993)-  34 22 52.47094(N)    099 44 39.13359(W)     ADJUSTED  
 EM0981* NAVD 88     -       473.9    (meters)    1555.     (feet)  VERTCON   
 EM0981  ___________________________________________________________________
 EM0981  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 EM0981  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 EM0981
 EM0981  HORZ ORDER  -  FIRST
 EM0981
 EM0981.The horizontal coordinates were established by classical geodetic methods
 EM0981.and adjusted by the National Geodetic Survey in February 1996..
 EM0981
 EM0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0981
 EM0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0981
 EM0981.The geoid height was determined by GEOID03.
 EM0981
 EM0981;                    North         East     Units Scale Factor Converg.
 EM0981;SPC TXNC     - 2,301,727.301   485,556.980   MT  1.00014204   -0 40 42.9
 EM0981;SPC TXNC     - 7,551,583.65  1,593,031.53   sFT  1.00014204   -0 40 42.9
 EM0981;UTM  14      - 3,804,679.563   431,582.241   MT  0.99965770   -0 25 13.0
 EM0981
 EM0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0981!SPC TXNC     -   0.99993008  x   1.00014204  =   1.00007211
 EM0981!UTM  14      -   0.99993008  x   0.99965770  =   0.99958780
 EM0981
 EM0981:                Primary Azimuth Mark                     Grid Az
 EM0981:SPC TXNC     -  ELDORADO US GYPSUM CO TANK               040 24 04.2
 EM0981:UTM  14      -  ELDORADO US GYPSUM CO TANK               040 08 34.3
 EM0981
 EM0981|---------------------------------------------------------------------|
 EM0981| PID    Reference Object                     Distance      Geod. Az  |
 EM0981|                                                           dddmmss.s |
 EM0981| EM0982 ELDORADO US GYPSUM CO TANK          APPROX.14.3 KM 0394321.3 |
 EM0981| CX8195 GREEN RM                            379.890 METERS 06004     |
 EM0981| CX8194 GREEN AZ MK                                        0604914.8 |
 EM0981| EM0975 QUANAH COURTHOUSE CUPOLA            APPROX. 9.3 KM 1774651.3 |
 EM0981| CX8196 GREEN RM 2                           23.400 METERS 20049     |
 EM0981| CX8197 GREEN RM 3                           32.781 METERS 30259     |
 EM0981|---------------------------------------------------------------------|
 EM0981
 EM0981                          SUPERSEDED SURVEY CONTROL
 EM0981
 EM0981  NAD 83(1993)-  34 22 52.47114(N)    099 44 39.13366(W) AD(       ) 1
 EM0981  NAD 83(1986)-  34 22 52.47716(N)    099 44 39.12535(W) AD(       ) 1
 EM0981  NAD 27      -  34 22 52.20600(N)    099 44 37.79500(W) AD(       ) 1
 EM0981  NGVD 29 (07/19/86)  473.7    (m)         1554.     (f) VERT ANG       
 EM0981
 EM0981.Superseded values are not recommended for survey control.
 EM0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0981.See file dsdata.txt to determine how the superseded data were derived.
 EM0981
 EM0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD3158204680(NAD 83)
 EM0981_MARKER: DS = TRIANGULATION STATION DISK
 EM0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0981+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 EM0981
 EM0981  HISTORY     - Date     Condition        Report By
 EM0981  HISTORY     - 1923     MONUMENTED       CGS
 EM0981  HISTORY     - 1938     GOOD             TXHD
 EM0981  HISTORY     - 1958     GOOD             CGS
 EM0981  HISTORY     - 1967     GOOD             CGS
 EM0981  HISTORY     - 1969     GOOD             CGS
 EM0981  HISTORY     - 1984     GOOD             LOCSUR
 EM0981  HISTORY     - 20050301 GOOD             USGS
 EM0981
 EM0981                          STATION DESCRIPTION
 EM0981
 EM0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0981'STATION IS ABOUT 6 MI. N OF THE TOWN OF QUANAH, 2 MI. S OF
 EM0981'THE QUANAH-ELDORADO HIGHWAY BRIDGE OVER RED RIVER, 1/4 MI.
 EM0981'W OF THAT HIGHWAY, ON LAND BELONGING TO WALTER GREEN, 37.84
 EM0981'M. (124.1 FT.) NE OF THE NE CORNER OF HIS HOUSE, 5 M. (16 FT.)
 EM0981'E AND 5.5 M. (18 FT.) N OF HIS WINDMILL.
 EM0981'
 EM0981'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS,
 EM0981'SET IN CONCRETE.
 EM0981'
 EM0981'REFERENCE MARK IS 379.89 M. (1246.4 FT.) FROM THE STATION,
 EM0981'N 60 DEG 04 MIN 16 SEC E.  IT IS IN THE W FENCE LINE
 EM0981'OF THE RAILROAD RIGHT-OF-WAY, 14.20 M. (46.6 FT.) W OF THE W
 EM0981'RAIL, AND AT THE N SIDE OF A GATE FOR THE ROAD LEADING TO
 EM0981'MR. GREENS HOUSE.
 EM0981'
 EM0981'ELEVATION OF STATION IS 473.7 M. (1554 FT.).
 EM0981
 EM0981                          STATION RECOVERY (1938)
 EM0981
 EM0981'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EM0981'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 EM0981'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 EM0981
 EM0981                          STATION RECOVERY (1958)
 EM0981
 EM0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 EM0981'STATION AND REFERENCE MARK RECOVERED AND STATION MARK FOUND
 EM0981'IN GOOD CONDITION.  THE DISK OF THE REFERENCE MARK HAS BEEN
 EM0981'SCRAPED BY A ROAD GRADER BUT IS STILL SOLID.  THE LAND ON
 EM0981'WHICH THE STATION IS LOCATED IS STILL OWNED AND OCCUPIED
 EM0981'BY MR. WALTER GREEN.
 EM0981'
 EM0981'THE REFERENCE MARK IS NORTHEAST ACROSS THE HIGHWAY FROM THE
 EM0981'ROAD LEADING TO MR. GREENS HOUSE, 51 FEET EAST OF THE CENTERLINE
 EM0981'OF THE HIGHWAY, 19-1/2 FEET NORTHWEST OF A TELEPHONE POLE
 EM0981'AND 12 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING
 EM0981'EAST ACROSS THE RAILROAD.  THE MARK IS ABOUT 3 INCHES BELOW
 EM0981'THE SURFACE OF THE GROUND.
 EM0981'
 EM0981'TO REACH THE STATION FROM QUANAH, FROM THE JUNCTION OF U.S.
 EM0981'HIGHWAY 287 AND STATE HIGHWAY 283, GO NORTH ON STATE HIGHWAY
 EM0981'283 FOR 6.6 MILES TO A DRIVEWAY ON THE LEFT AND THE REFERENCE
 EM0981'MARK ON RIGHT AS DESCRIBED, TURN LEFT AND GO WEST AND SOUTH
 EM0981'ON FARM ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 EM0981
 EM0981                          STATION RECOVERY (1967)
 EM0981
 EM0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0981'THE STATION MARK WAS RECOVERED.  ONLY ONE REFERENCE MARK WAS SET IN
 EM0981'1923 AND IS BELIEVED TO HAVE BEEN DESTROYED.  REFERENCE MARK 2, 3
 EM0981'AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A COMPLETE NEW
 EM0981'DESCRIPTION FOLLOWS.
 EM0981'
 EM0981'THE STATION IS ABOUT 8-3/4 MILES EAST-NORTHEAST OF GOODLETT, 5-3/4
 EM0981'MILES NORTH OF QUANAH, 1/4 MILE WEST OF STATE HIGHWAY 283 AND ON
 EM0981'PROPERTY OWNED BY WALTER GREEN.
 EM0981'
 EM0981'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 EM0981'HIGHWAY 283 IN QUANAH, GO NORTH ON STATE HIGHWAY 283 FOR 6.45 MILES
 EM0981'TO THE AZIMUTH MARK ON THE RIGHT AND A FIELD ROAD ON THE LEFT,
 EM0981'LEADING TO AN OLD ABANDONED FARM HOUSE.  TURN LEFT AND GO WEST, THEN
 EM0981'SOUTH FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 EM0981'
 EM0981'THE STATION MARK IS A STANDARD DISK, STAMPED GREEN 1923, SET IN THE
 EM0981'TOP OF A 12 INCH SQUARE CONCRETE POST, PROJECTING 5 INCHES ABOVE THE
 EM0981'GROUND.  IT IS 124 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 EM0981'OLD FARM HOUSE, 89.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EM0981'FARM SHED, 20 FEET WEST OF THE CENTERLINE OF THE ROAD AND 3.5
 EM0981'FEET WEST OF A WITNESS POST.
 EM0981'
 EM0981'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREEN NO 2 1923 1967,
 EM0981'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0981'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 47.6 FEET NORTH OF
 EM0981'THE NORTHEAST CORNER OF THE OLD FARM HOUSE, 29 FEET SOUTH OF THE
 EM0981'ROAD, 1.7 FEET EAST OF A POWER LINE POLE AND ABOUT THE SAME
 EM0981'ELEVATION AS THE STATION.
 EM0981'
 EM0981'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GREEN NO 3 1923 1967,
 EM0981'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0981'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 111.0 FEET NORTHWEST OF
 EM0981'THE WITNESS POST, 1.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE FARM
 EM0981'SHED AND ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.
 EM0981'
 EM0981'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GREEN 1923 1967, SET IN
 EM0981'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0981'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 67 FEET EAST OF THE
 EM0981'CENTERLINE OF STATE HIGHWAY 283, 30.8 FEET WEST OF THE WEST RAIL
 EM0981'OF A RAILROAD, 2.0 FEET NORTH OF A TELEPHONE LINE POLE AND 2.0 FEET
 EM0981'SOUTH OF A WITNESS POST.
 EM0981'
 EM0981'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-3/4 MILES NORTH
 EM0981'OF QUANAH.
 EM0981
 EM0981                          STATION RECOVERY (1969)
 EM0981
 EM0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0981'THE STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE
 EM0981'RECOVERED IN GOOD CONDITION.  THE 1923 REFERENCE MARK WAS RECOVERED
 EM0981'IN GOOD CONDITION AT THIS TIME.  FOLLOWING IS A NEW DESCRIPTION.
 EM0981'
 EM0981'THE STATION IS LOCATED ABOUT 8-3/4 MILES EAST-NORTHEAST OF GOODLETT,
 EM0981'5-3/4 MILES NORTH OF QUANAH, 1/4 MILE WEST OF STATE HIGHWAY 283 AND
 EM0981'ON PROPERTY OWNED BY MR. WALTER GREEN.
 EM0981'
 EM0981'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 283 AND
 EM0981'U.S. HIGHWAY 287 IN QUANAH, GO NORTH ON STATE HIGHWAY 283 FOR 6.45
 EM0981'MILES TO THE AZIMUTH MARK AND REFERENCE MARK ON THE RIGHT AND A
 EM0981'FIELD ROAD ON THE LEFT, LEADING TO AN OLD ABANDONED FARM HOUSE.
 EM0981'TURN LEFT, GO WEST, THEN SOUTH ON THE FIELD ROAD FOR 0.25 MILE TO
 EM0981'THE STATION ON THE RIGHT.
 EM0981'
 EM0981'THE STATION MARK IS A STANDARD DISK STAMPED GREEN 1928, SET IN THE
 EM0981'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES
 EM0981'ABOVE THE GROUND.  IT IS 124 FEET NORTH-NORTHEAST OF THE NORTHEAST
 EM0981'CORNER OF THE FARM HOUSE, 90.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EM0981'OF A FARM SHED, 23 FEET WEST OF THE CENTER OF A TRACK ROAD AND 3.5
 EM0981'FEET WEST OF A METAL WITNESS POST.
 EM0981'
 EM0981'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GREEN 1923 NO 2 1967, SET
 EM0981'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0981'4 INCHES ABOVE THE GROUND.  IT IS 47 FEET NORTH-NORTHEAST OF THE
 EM0981'NORTHEAST CORNER OF THE HOUSE, 30 FEET SOUTH-SOUTHWEST OF THE
 EM0981'CENTER OF THE DIRT ROAD AND 1.7 FEET EAST OF A POWER LINE POLE.
 EM0981'
 EM0981'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GREEN 1923 NO 3 1967, SET
 EM0981'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0981'4 INCHES ABOVE THE GROUND.  IT IS 111 FEET NORTHWEST OF THE METAL
 EM0981'WITNESS POST AND 1.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 EM0981'SHED.
 EM0981'
 EM0981'REFERENCE MARK IS A STANDARD REFERENCE DISK, NO STAMPING, SET IN THE
 EM0981'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS 2-1/2 FEET BELOW
 EM0981'THE GROUND SURFACE.  IT IS 51.7 FEET EAST OF THE CENTER OF STATE
 EM0981'HIGHWAY 283, 46 FEET WEST OF THE WEST RAIL OF RAILROAD TRACKS,
 EM0981'20.3 FEET NORTHWEST OF A TELEPHONE POLE, 18.8 FEET NORTHWEST OF
 EM0981'THE AZIMUTH MARK AND 18 FEET NORTHWEST OF A METAL WITNESS
 EM0981'POST.
 EM0981'
 EM0981'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GREEN 1923 1967, SET IN
 EM0981'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0981'5 INCHES ABOVE THE GROUND.  IT IS 67 FEET WEST OF THE WEST RAIL OF
 EM0981'THE RAILROAD TRACKS, 31 FEET EAST OF THE CENTER OF U.S. HIGHWAY 283,
 EM0981'2 FEET SOUTH OF THE METAL WITNESS POST AND 2 FEET NORTH OF A
 EM0981'TELEPHONE POLE.
 EM0981'
 EM0981'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 EM0981
 EM0981                          STATION RECOVERY (1984)
 EM0981
 EM0981'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (PS)
 EM0981'GREEN 1923 RECOVERED GOOD.
 EM0981'
 EM0981'ROAD TO REACH STATION IS NOW A WHEAT FIELD.  WE DROVE SOUTH TO
 EM0981'TREE ROW, THEN WEST AND NORTH TO STATION AS DESCRIBED.  MR.
 EM0981'GREENS HOUSE IS GONE.  THE WINDMILL AND BARN ARE STILL THERE,
 EM0981'WE ALSO FOUND REFERENCE MARK NO. 2 1967 AND THE AZIMUTH MARK 1967.
 EM0981'NO SEARCH WAS MADE FOR ANY OTHER MARKS.  MEASURED DISTANCE TO
 EM0981'GREEN AZIMUTH MARK 1967 IS 1255.45 FEET.  MEASURED ANGLE FROM
 EM0981'ELDORADO WATER TOWER TO AZIMUTH MARK 1967 IS 17 DEG-06 MIN-20
 EM0981'SEC.
 EM0981
 EM0981                          STATION RECOVERY (2005)
 EM0981
 EM0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (DMH)
 EM0981'LOCATED GREEN IN GOOD CONDITION WITH WITNESS POST STILL INTACT. GREEN
 EM0981'RM 2 WAS LOCATED IN GOOD CONDITION AS WAS GREEN RM 3. GREEN AZIMUTH
 EM0981'MARKER WAS LOCATED WITH WITNESS POST INTACT, BUT THE MARKER MONUMENT
 EM0981'IS LEANING. THE BARN IS STILL INTACT AND IS VISIBLE FROM TX STATE HWY
 EM0981'6, BUT THE DESCRIBED WINDMILL IS NO LONGER STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1244 ***********************************************************************
 CR1244  DESIGNATION -  GREEN
 CR1244  PID         -  CR1244
 CR1244  STATE/COUNTY-  TX/WOOD
 CR1244  USGS QUAD   -  SHADY GROVE (1981)
 CR1244
 CR1244                         *CURRENT SURVEY CONTROL
 CR1244  ___________________________________________________________________
 CR1244* NAD 83(1993)-  32 39 13.23785(N)    095 12 30.85975(W)     ADJUSTED  
 CR1244* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 CR1244  ___________________________________________________________________
 CR1244  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CR1244  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CR1244
 CR1244  HORZ ORDER  -  THIRD
 CR1244
 CR1244.The horizontal coordinates were established by classical geodetic methods
 CR1244.and adjusted by the National Geodetic Survey in February 1996..
 CR1244
 CR1244.The orthometric height was scaled from a topographic map.
 CR1244
 CR1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1244
 CR1244.The geoid height was determined by GEOID03.
 CR1244
 CR1244;                    North         East     Units Scale Factor Converg.
 CR1244;SPC TXNC     - 2,114,286.203   908,708.149   MT  0.99989659   +1 47 42.5
 CR1244;SPC TXNC     - 6,936,620.65  2,981,319.99   sFT  0.99989659   +1 47 42.5
 CR1244;UTM  15      - 3,615,049.357   292,860.538   MT  1.00012910   -1 11 31.5
 CR1244
 CR1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1244!SPC TXNC     -   0.99998093  x   0.99989659  =   0.99987752
 CR1244!UTM  15      -   0.99998093  x   1.00012910  =   1.00011002
 CR1244
 CR1244:                Primary Azimuth Mark                     Grid Az
 CR1244:SPC TXNC     -  GREEN AZ MK                              028 52 13.6
 CR1244:UTM  15      -  GREEN AZ MK                              031 51 27.6
 CR1244
 CR1244|---------------------------------------------------------------------|
 CR1244| PID    Reference Object                     Distance      Geod. Az  |
 CR1244|                                                           dddmmss.s |
 CR1244| CY2016 GREEN AZ MK                                        0303956.1 |
 CR1244| CY2017 GREEN RM 1                           28.687 METERS 17717     |
 CR1244| CY2018 GREEN RM 2                           23.867 METERS 25820     |
 CR1244|---------------------------------------------------------------------|
 CR1244
 CR1244                          SUPERSEDED SURVEY CONTROL
 CR1244
 CR1244  NAD 83(1986)-  32 39 13.24447(N)    095 12 30.84558(W) AD(       ) 3
 CR1244  NAD 27      -  32 39 12.74030(N)    095 12 30.06340(W) AD(       ) 3
 CR1244
 CR1244.Superseded values are not recommended for survey control.
 CR1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1244.See file dsdata.txt to determine how the superseded data were derived.
 CR1244
 CR1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9286115049(NAD 83)
 CR1244_MARKER: DS = TRIANGULATION STATION DISK
 CR1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1244
 CR1244  HISTORY     - Date     Condition        Report By
 CR1244  HISTORY     - 1957     MONUMENTED       CGS
 CR1244  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 CR1244  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR1244
 CR1244                          STATION DESCRIPTION
 CR1244
 CR1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1244'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF HAWKINS ON A
 CR1244'SANDY, PARTIALLY TIMBERED KNOLL.  IT IS 86 FEET NORTHEAST
 CR1244'OF A 20-INCH OAK TREE WITH A TRIANGULAR BLAZE AND 33 FEET
 CR1244'NORTHEAST OF A 5-FOOT SQUARE CONCRETE BLOCK THAT PROJECTS
 CR1244'ABOUT 2 FEET ABOVE THE SURFACE OF THE GROUND.  THE MARK
 CR1244'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND
 CR1244'AND IS STAMPED GREEN 1957.
 CR1244'
 CR1244'REFERENCE MARK NO. 1 IS IN THE SOUTH EDGE OF A CLEARING.
 CR1244'THE MARK PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 CR1244'GROUND AND IS STAMPED GREEN NO 1 1957.
 CR1244'
 CR1244'REFERENCE MARK NO. 2 IS 36 FEET NORTH OF A 20-INCH OAK TREE
 CR1244'WITH A TRIANGULAR BLAZE.  THE MARK PROJECTS ABOUT 2 INCHES
 CR1244'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED GREEN NO 2
 CR1244'1957.
 CR1244'
 CR1244'AZIMUTH MARK IS 102 FEET SOUTH OF A WIRE GATE, 9 FEET WEST
 CR1244'OF THE CENTER OF A TRACK ROAD AND 2 FEET SOUTHWEST OF A
 CR1244'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES ABOVE
 CR1244'THE SURFACE OF THE GROUND AND IS STAMPED GREEN 1957.
 CR1244'
 CR1244'TO REACH THE STATION FROM THE POST OFFICE IN HAWKINS, GO
 CR1244'NORTHERLY ON FARM ROAD 14 FOR 4.8 MILES TO AN OILED SIDE
 CR1244'ROAD RIGHT AND SIGN PINE OAKS CLUB, TURN RIGHT AND GO
 CR1244'NORTHEASTERLY ON OILED ROAD FOR 0.7 MILE TO A FORKS AT CATTLE
 CR1244'GUARD, TAKE RIGHT FORK ACROSS CATTLE GUARD AND CONTINUE
 CR1244'NORTHEASTERLY ON OILED ROAD FOR 0.4 MILE TO TWO SIDE ROADS
 CR1244'RIGHT, TAKE EXTREME RIGHT AND GO SOUTHERLY ON DIRT ROAD FOR
 CR1244'0.2 MILE TO A WIRE GATE, PASS THROUGH WIRE GATE AND GO SOUTH
 CR1244'ABOUT 100 FEET TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 CR1244'CONTINUE SOUTH ON DIRT ROAD FOR 0.1 MILE TO A REVERSE Y
 CR1244'FORK, HERE TURN RIGHT AND GO WESTERLY UP HILL FOR 0.1 MILE
 CR1244'TO THE STATION AS DESCRIBED.
 CR1244'
 CR1244'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 CR1244
 CR1244                          STATION RECOVERY (1995)
 CR1244
 CR1244'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1244'MARK NOT FOUND.
 CR1244
 CR1244                          STATION RECOVERY (2004)
 CR1244
 CR1244'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3148 ***********************************************************************
 CS3148  DESIGNATION -  GREEN
 CS3148  PID         -  CS3148
 CS3148  STATE/COUNTY-  TX/PARKER
 CS3148  USGS QUAD   -  SPRINGTOWN SE (1955)
 CS3148
 CS3148                         *CURRENT SURVEY CONTROL
 CS3148  ___________________________________________________________________
 CS3148* NAD 83(1993)-  32 47 03.93404(N)    097 32 59.47540(W)     ADJUSTED  
 CS3148* NAVD 88     -       283.4    (meters)     930.     (feet)  VERTCON   
 CS3148  ___________________________________________________________________
 CS3148  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 CS3148  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CS3148
 CS3148  HORZ ORDER  -  FIRST
 CS3148
 CS3148.The horizontal coordinates were established by classical geodetic methods
 CS3148.and adjusted by the National Geodetic Survey in February 1996..
 CS3148
 CS3148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3148
 CS3148.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3148
 CS3148.The geoid height was determined by GEOID03.
 CS3148
 CS3148;                    North         East     Units Scale Factor Converg.
 CS3148;SPC TXNC     - 2,124,350.616   688,997.888   MT  0.99988343   +0 31 05.5
 CS3148;SPC TXNC     - 6,969,640.31  2,260,487.24   sFT  0.99988343   +0 31 05.5
 CS3148;UTM  14      - 3,628,319.497   635,801.090   MT  0.99982740   +0 47 07.2
 CS3148
 CS3148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3148!SPC TXNC     -   0.99995992  x   0.99988343  =   0.99984336
 CS3148!UTM  14      -   0.99995992  x   0.99982740  =   0.99978733
 CS3148
 CS3148|---------------------------------------------------------------------|
 CS3148| PID    Reference Object                     Distance      Geod. Az  |
 CS3148|                                                           dddmmss.s |
 CS3148| CY2013 GREEN RM 1                           24.230 METERS 03714     |
 CS3148| CY2015 GREEN RM 3                           19.931 METERS 04811     |
 CS3148| CS3017 SANSOM PARK WATER TANK              APPROX.13.1 KM 0814014.7 |
 CS3148| CS2980 FORT WORTH ARLINGTN HTS MUN TK      APPROX.15.0 KM 1110453.5 |
 CS3148| CY2014 GREEN RM 2                           21.212 METERS 13732     |
 CS3148| CY2012 GREEN AZ MK                                        1790603.6 |
 CS3148|---------------------------------------------------------------------|
 CS3148
 CS3148                          SUPERSEDED SURVEY CONTROL
 CS3148
 CS3148  NAD 83(1993)-  32 47 03.93596(N)    097 32 59.45896(W) AD(       ) 1
 CS3148  NAD 83(1986)-  32 47 03.93691(N)    097 32 59.45863(W) AD(       ) 1
 CS3148  NAD 27      -  32 47 03.47760(N)    097 32 58.37060(W) AD(       ) 1
 CS3148  NGVD 29 (07/19/86)  283.4    (m)          930.     (f) VERT ANG       
 CS3148
 CS3148.Superseded values are not recommended for survey control.
 CS3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3148.See file dsdata.txt to determine how the superseded data were derived.
 CS3148
 CS3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3580128319(NAD 83)
 CS3148_MARKER: DD = SURVEY DISK
 CS3148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3148+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 CS3148
 CS3148  HISTORY     - Date     Condition        Report By
 CS3148  HISTORY     - 1946     MONUMENTED       CGS
 CS3148  HISTORY     - 1953     GOOD             CGS
 CS3148  HISTORY     - 1962     GOOD             CGS
 CS3148  HISTORY     - 1967     GOOD             CGS
 CS3148  HISTORY     - 19970524 GOOD             USPSQD
 CS3148  HISTORY     - 20030313 GOOD             INDIV
 CS3148  HISTORY     - 20050212 POOR             USPSQD
 CS3148  HISTORY     - 20060731 POOR             FRONT
 CS3148
 CS3148                          STATION DESCRIPTION
 CS3148
 CS3148'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3148'STATION IS LOCATED ABOUT 6 MILES W OF THE CONSOLIDATED PLANT
 CS3148'AND ABOUT 13 MILES SW OF FORT WORTH.  IT IS 93 FEET S OF A
 CS3148'FENCE CORNER, 25 FEET W OF THE APPROXIMATE CENTER OF A DIRT
 CS3148'ROAD, AND ABOUT 1 FOOT E OF A N-S FENCE LINE.
 CS3148'
 CS3148'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3148'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED GREEN
 CS3148'1946, AND PROJECTS 4 INCHES.
 CS3148'
 CS3148'REFERENCE MARK 1 IS 79.50 FEET NE OF THE STATION.  IT IS 27
 CS3148'FEET S OF A FENCE CORNER, 19 FEET E OF THE APPROXIMATE CENTER
 CS3148'OF A DIRT ROAD, AND 1 FOOT W OF A FENCE LINE.  IT IS A BRONZE
 CS3148'REFERENCE DISK STAMPED GREEN NO 1 1946, AND IS SET IN THE TOP
 CS3148'OF A CONCRETE POST.  IT PROJECTS 8 INCHES.
 CS3148'
 CS3148'REFERENCE MARK 2 IS 69.60 FEET SE OF THE STATION.  IT IS 24
 CS3148'FEET E OF THE APPROXIMATE CENTER OF A DIRT ROAD AND 1 FOOT
 CS3148'W OF A FENCE LINE.  IT IS A BRONZE REFERENCE DISK STAMPED
 CS3148'GREEN NO 2 1946, AND IS SET IN THE TOP OF A CONCRETE POST.
 CS3148'IT PROJECTS 4 INCHES.
 CS3148'
 CS3148'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE S OF THE STATION.
 CS3148'IT IS 20 FEET E OF THE APPROXIMATE CENTER OF A DIRT ROAD AND
 CS3148'1 FOOT W OF A FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET
 CS3148'IN THE TOP OF A CONCRETE POST.
 CS3148'
 CS3148'TO REACH THE STATION FROM THE TRAFFIC CIRCLE OF THE JUNCTION
 CS3148'OF WHITE SETTLEMENT ROAD AND HIGHWAY 183, GO W ON WHITE
 CS3148'SETTLEMENT ROAD FOR 1 MILE TO A FORK (RIGHT FORK GOES TO THE
 CS3148'CONSOLIDATED PLANT), TAKE LEFT FORK ON OLD BLACK-TOP ROAD
 CS3148'FOR 6.5 MILES TO A T-ROAD AND SIGN GREEN VALLEY FARM.  TURN
 CS3148'RIGHT AND GO 0.25 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 CS3148'CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO STATION ON LEFT AS
 CS3148'DESCRIBED.
 CS3148'
 CS3148'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 CS3148
 CS3148                          STATION RECOVERY (1953)
 CS3148
 CS3148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3148'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS3148'DESCRIBED.  ALL ROAD FEATURES HAVE BEEN CHANGED AT THE
 CS3148'BEGINNING OF THE DESCRIBED ROUTE TO THE STATION.
 CS3148'
 CS3148'THE STATION IS NOW REACHED FROM WHITE SETTLEMENT BY GOING W
 CS3148'ON THE MAIN BLACK TOP ROAD FROM THE CONVAIR ROAD OVERPASS
 CS3148'WHICH IS AT THE E SIDE OF THE TOWN OF WHITE SETTLEMENT FOR
 CS3148'6.2 MI. TO A T-ROAD N.  TURN RIGHT HERE AND GO N FOR 0.5 MI.
 CS3148'TO THE TOP OF THE DIVIDE AND THE STATION ON THE LEFT AS
 CS3148'DESCRIBED.
 CS3148
 CS3148                          STATION RECOVERY (1962)
 CS3148
 CS3148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS3148'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS3148'MARK WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 CS3148'DESCRIBING THE STATION MARK, REFERENCE MARKS AND AZIMUTH
 CS3148'MARK IN 1946 IS ADEQUATE FOR RECOVERY.  THE TO REACH THE
 CS3148'STATION AND AZIMUTH MARK WAS FOUND TO BE AS FOLLOWS--TO REACH
 CS3148'THE STATION FROM WHITE SETTLEMENT, AT THE OVERPASS OF THE
 CS3148'CONVAIR ROAD WHICH IS AT THE EASTERN PART OF WHITE SETTLEMENT,
 CS3148'GO WESTERLY ON THE MAIN BLACK TOP ROAD FOR 6.35 MILES TO A
 CS3148'ROAD FORK.  TURN RIGHT, NORTH, GO 0.2 MILE TO AZIMUTH MARK
 CS3148'ON THE RIGHT.  CONTINUE NORTH ON THE BLACK TOP ROAD FOR 0.35
 CS3148'MILE TO STATION ON THE LEFT.
 CS3148
 CS3148                          STATION RECOVERY (1967)
 CS3148
 CS3148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3148'THE STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 CS3148'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 CS3148'TO BE DESTROYED.  A NEW REFERENCE MARK WAS SET.
 CS3148'
 CS3148'A COMPLETE DESCRIPTION IS AS FOLLOWS--STATION IS ABOUT 13
 CS3148'MILES SOUTHWEST OF THE CENTRAL PART OF FORT WORTH, 6 MILES
 CS3148'SOUTHWEST OF WHITE SETTLEMENT, ALONG THE WEST SIDE OF
 CS3148'PARKER-TARRANT COUNTY LINE ROAD.
 CS3148'
 CS3148'TO REACH STATION FROM THE RAILROAD GATE AT GENERAL DYNAMICS,
 CS3148'GO WEST ON CLIFFORD STREET 0.7 MILE TO SILVER CREEK ROAD.
 CS3148'CONTINUE WEST ON SILVER CREEK ROAD 0.4 MILE TO FREELAND STREET.
 CS3148'KEEP STRAIGHT AHEAD ON FREELAND STREET, GO 1.4 MILES TO A
 CS3148'SIDE ROAD LEFT.  CONTINUE WESTERLY 1.65 MILES TO A SIDE
 CS3148'ROAD RIGHT.  TURN RIGHT, NORTH, GO 0.15 MILE TO AZIMUTH MARK
 CS3148'ON THE RIGHT.  CONTINUE NORTH ON PRECINCT ROAD 1007 FOR 0.35
 CS3148'MILE TO SUMMIT OF ROAD AND STATION.
 CS3148'
 CS3148'STATION MARK, A STANDARD DISK STMAPED GREEN 1946, IS SET IN
 CS3148'A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 10 INCHES
 CS3148'ABOVE SURFACE OF GROUND.  IT IS 80 FEET SOUTH OF CENTER OF A
 CS3148'CALICHE ROAD LEADING WEST, 25.0 FEET WEST OF CENTER OF THE
 CS3148'COUNTY LINE ROAD, 2.0 FEET EAST OF RIGHT-OF-WAY FENCE, AND
 CS3148'3.5 FEET SOUTH OF A METAL WITNESS POST.
 CS3148'
 CS3148'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED GREEN NO 2
 CS3148'1946, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS3148'ABOUT 3 INCHES.  IT IS 23 FEET EAST OF THE CENTER OF THE COUNTY
 CS3148'LINE ROAD, 141 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT WEST
 CS3148'OF THE RIGHT-OF-WAY FENCE.
 CS3148'
 CS3148'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED GREEN NO 3
 CS3148'1946 1967, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CS3148'PROJECTS 4 INCHES ABOVE THE SURFACE OF GROUND.  IT IS 46 FEET
 CS3148'SOUTH OF THE FENCE CORNER, 23 FEET EAST OF THE CENTER OF
 CS3148'COUNTY LINE ROAD, AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 CS3148'POST.
 CS3148'
 CS3148'AZIMUTH MARK, A STANDARD DISK, STAMPED GREEN 1946, IS SET
 CS3148'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 CS3148'ABOVE SURFACE OF GROUND.  IT IS 23 FEET EAST OF PRECINCT ROAD
 CS3148'1007, CENTER LINE, 6 FEET SOUTH OF AN UNDERGROUND CABLE WARNING
 CS3148'SIGN, AND 1.5 FEET WEST OF A METAL WITNESS POST WHICH IS
 CS3148'IN THE EAST RIGHT-OF-WAY FENCE LINE.
 CS3148'
 CS3148'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 CS3148'SOUTHWEST OF FT. WORTH.
 CS3148'
 CS3148'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CS3148
 CS3148                          STATION RECOVERY (1997)
 CS3148
 CS3148'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3148'RECOVERED IN GOOD CONDITION.
 CS3148
 CS3148                          STATION RECOVERY (2003)
 CS3148
 CS3148'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MB)
 CS3148'RECOVERED IN GOOD CONDITION.
 CS3148
 CS3148                          STATION RECOVERY (2005)
 CS3148
 CS3148'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGC)
 CS3148'FOUND DAMAGED, NO ID DISC
 CS3148
 CS3148                          STATION RECOVERY (2006)
 CS3148
 CS3148'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2006 (RLK)
 CS3148'THE MARK IS DISTROYED AND THERE IS A HOLE OF WHERE IT USE TO BE.  THE
 CS3148'REFERENCE MARKS WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0467 ***********************************************************************
 BQ0467  DESIGNATION -  GREEN
 BQ0467  PID         -  BQ0467
 BQ0467  STATE/COUNTY-  TX/HUDSPETH
 BQ0467  USGS QUAD   -  LOBO SW (1972)
 BQ0467
 BQ0467                         *CURRENT SURVEY CONTROL
 BQ0467  ___________________________________________________________________
 BQ0467* NAD 83(1993)-  30 45 52.85886(N)    104 59 09.32431(W)     ADJUSTED  
 BQ0467* NAVD 88     -      1573.     (meters)    5161.     (feet)  SCALED    
 BQ0467  ___________________________________________________________________
 BQ0467  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 BQ0467  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 BQ0467
 BQ0467  HORZ ORDER  -  FIRST
 BQ0467
 BQ0467.The horizontal coordinates were established by classical geodetic methods
 BQ0467.and adjusted by the National Geodetic Survey in February 1996..
 BQ0467
 BQ0467.The orthometric height was scaled from a topographic map.
 BQ0467
 BQ0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0467
 BQ0467.The geoid height was determined by GEOID03.
 BQ0467
 BQ0467;                    North         East     Units Scale Factor Converg.
 BQ0467;SPC TX C     - 3,131,033.131   254,749.171   MT  0.99989023   -2 23 46.9
 BQ0467;SPC TX C     -10,272,397.86    835,789.57   sFT  0.99989023   -2 23 46.9
 BQ0467;UTM  13      - 3,403,523.461   501,347.124   MT  0.99960002   +0 00 25.9
 BQ0467
 BQ0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0467!SPC TX C     -   0.99975675  x   0.99989023  =   0.99964701
 BQ0467!UTM  13      -   0.99975675  x   0.99960002  =   0.99935687
 BQ0467
 BQ0467:                Primary Azimuth Mark                     Grid Az
 BQ0467:SPC TX C     -  GREEN AZ MK                              026 53 06.9
 BQ0467:UTM  13      -  GREEN AZ MK                              024 28 54.1
 BQ0467
 BQ0467|---------------------------------------------------------------------|
 BQ0467| PID    Reference Object                     Distance      Geod. Az  |
 BQ0467|                                                           dddmmss.s |
 BQ0467| CH9479 GREEN AZ MK                                        0242920.0 |
 BQ0467| CD0962 VAN HORN EL PASO GAS ELEC TANK      APPROX.34.3 KM 0252335.0 |
 BQ0467| CH9480 GREEN RM 1                            3.048 METERS 07628     |
 BQ0467| CH9481 GREEN RM 2                            7.165 METERS 16710     |
 BQ0467|---------------------------------------------------------------------|
 BQ0467
 BQ0467                          SUPERSEDED SURVEY CONTROL
 BQ0467
 BQ0467  NAD 83(1986)-  30 45 52.86269(N)    104 59 09.32442(W) AD(       ) 1
 BQ0467  NAD 27      -  30 45 52.36200(N)    104 59 07.53800(W) AD(       ) 1
 BQ0467
 BQ0467.Superseded values are not recommended for survey control.
 BQ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0467.See file dsdata.txt to determine how the superseded data were derived.
 BQ0467
 BQ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ0134703523(NAD 83)
 BQ0467_MARKER: DS = TRIANGULATION STATION DISK
 BQ0467_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0467
 BQ0467  HISTORY     - Date     Condition        Report By
 BQ0467  HISTORY     - 1934     MONUMENTED       CGS
 BQ0467  HISTORY     - 1972     SEE DESCRIPTION  USGS
 BQ0467  HISTORY     - 1980     SEE DESCRIPTION  LOCENG
 BQ0467
 BQ0467                          STATION DESCRIPTION
 BQ0467
 BQ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0467'ABOUT 18 MILES BY AIRLINE, SOUTH-SOUTHWEST OF VAN HORN AND 5
 BQ0467'MILES, AIRLINE, SOUTHWEST OF THE DOUBLE WELL CAMP OF THE PYLE
 BQ0467'RANCH, ON THE HIGHEST POINT OF THE HIGHEST PEAK IN THE RANGE
 BQ0467'TO THE WEST OF GREEN RIVER.  STATION IS ON THE HIGHEST POINT
 BQ0467'IN THE VICINITY, AT THE NORTH END OF A RIDGE THAT RUNS NORTH
 BQ0467'AND SOUTH FOR ABOUT 150 FEET WITH A KNOB AT THE SOUTH END.
 BQ0467'THE RIDGE SLOPES SHARPLY TO THE NORTH, EAST AND WEST.  TO THE
 BQ0467'WEST THE STATION OVERLOOKS ROUGH HILL COUNTRY TO THE GREEN
 BQ0467'RIVER, TO THE NORTH AND NORTHEAST THERE IS A BROAD, FLAT
 BQ0467'VALLEY WHICH OPENS TO THE EAST TOWARDS VAN HORN AROUND THE
 BQ0467'BASE OF A HIGH HILL, WHICH IS NORTHEAST OF STATION.
 BQ0467'
 BQ0467'TO REACH FROM VAN HORN, GO WEST ON U.S. HIGHWAY 80 FOR 0.5
 BQ0467'MILE TO WEST SIDE CABIN CAMP AT WEST END OF THE TOWN.  TURN
 BQ0467'SOUTH ON DIRT ROAD JUST OPPOSITE CABIN CAMP AND FOLLOW MAIN
 BQ0467'ROAD 8.6 MILES TO A FORK, (RIGHT FORK GOES TO DALBERG AND
 BQ0467'HOT WELLS), TAKE LEFT FORK, FOLLOW MAIN ROAD SOUTH ALONG
 BQ0467'EAST SIDE OF SPUR LINE TO THE TEXAS MICA MINE FOR 2.9 MILES
 BQ0467'TO ROAD FORKS, TURN RIGHT, CROSS TRACKS AND CONTINUE SOUTH
 BQ0467'1.0 MILE TO FORK AND A BOX ON A POST, TAKE LEFT FORK AND
 BQ0467'FOLLOW ROAD 2.5 MILES KEEPING STRAIGHT AHEAD ON LEFT FORK,
 BQ0467'CONTINUE 1.4 MILES TO A WELL AND A PUMP POWERED BY A
 BQ0467'CHEVROLET TRUCK, GO PAST TRUCK AND CONTINUE 0.8 MILE SOUTH TO
 BQ0467'A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH 1.5 MILES
 BQ0467'TO A DOUBLE WELL CAMP OF THE PYLE RANCH.  PASS BETWEEN WELL
 BQ0467'AND TANK AND BEAR TO THE EAST ON DIM ROAD THROUGH
 BQ0467'BRUSH.  GO EAST, THEN SOUTH ON ONLY ROAD 1.1 MILES TO A
 BQ0467'POINT JUST AFTER ENTERING MAIN WASH.  FOLLOW DIM ROAD TO WEST
 BQ0467'UP BANK AT THIS POINT A DISTANCE OF 3.4 MILES TO A FLAT
 BQ0467'AREA JUST WEST OF POINT WHERE ROAD CROSSES DEEP AND ROCKY
 BQ0467'CANYON.  THIS IS THE END OF TRUCK TRAVEL.  FROM HERE PACK
 BQ0467'SOUTH UP THE MAIN CANYON TO A LOW SADDLE BETWEEN THE TWO
 BQ0467'MAIN MOUNTAIN PEAKS VISIBLE FROM THE END OF TRUCK TRAVEL.
 BQ0467'AT TOP OF THE DIVIDE TURN RIGHT AND ASCEND ROCKY SLOPE
 BQ0467'TO THE TOP, THEN GO DOWN OVER THE RIM TO THE SOUTHWEST
 BQ0467'AND FOLLOW THE RIDGE ABOUT 1/4 MILE TO THE TOP OF MOUNTAIN
 BQ0467'AND STATION.  A TWO-HOUR PACK WITH LOAD.  WATER AT
 BQ0467'DOUBLE WELL CAMP.
 BQ0467'
 BQ0467'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BQ0467'DISKS SET IN OUTCROPPING BEDROCK.
 BQ0467'
 BQ0467'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION ON THE
 BQ0467'EAST SLOPE OF PEAK.
 BQ0467'
 BQ0467'REFERENCE MARK NO. 2 IS SOUTH OF STATION ON THE SAME RIDGE.
 BQ0467'
 BQ0467'AZIMUTH MARK IS NORTH-NORTHEAST OF STATION ON TOP OF FIRST
 BQ0467'PEAK TO THE NORTHEAST.  THERE ARE THREE DISTINCT RIMS ON THE
 BQ0467'WEST SIDE OF THE PEAK, THE SOUTH SIDE SLOPES RATHER SHARPLY
 BQ0467'TO THE CANYON TO THE EAST OF STATION.
 BQ0467'
 BQ0467'A 4-FOOT STAND WAS USED.
 BQ0467
 BQ0467                          STATION RECOVERY (1972)
 BQ0467
 BQ0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JTD)
 BQ0467'THE ROCK THE STATION MARK WAS SET IN HAS SHATTERED AND THE DISK
 BQ0467'IS LOOSE.
 BQ0467'
 BQ0467'REFERENCE MARKS FOUND IN GOOD CONDITION.
 BQ0467'
 BQ0467'STATION WAS REACHED BY HELICOPTER.
 BQ0467
 BQ0467                          STATION RECOVERY (1980)
 BQ0467
 BQ0467'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0467'GREEN FD. DESTROYED.
 BQ0467'
 BQ0467'STA. FD.- BRASS DISC HAS BEEN REMOVED FROM HOLE IN ROCK (DISK LYING
 BQ0467'NEARBY) - REF. MARKERS STILL IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6452 ***********************************************************************
 AW6452  DESIGNATION -  GREEN 1931
 AW6452  PID         -  AW6452
 AW6452  STATE/COUNTY-  TX/HARRIS
 AW6452  USGS QUAD   -  PASADENA (1995)
 AW6452
 AW6452                         *CURRENT SURVEY CONTROL
 AW6452  ___________________________________________________________________
 AW6452* NAD 83(1993)-  29 44 46.10883(N)    095 10 15.45676(W)     ADJUSTED  
 AW6452* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 AW6452  ___________________________________________________________________
 AW6452  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW6452  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6452
 AW6452  HORZ ORDER  -  THIRD
 AW6452
 AW6452.The horizontal coordinates were established by classical geodetic methods
 AW6452.and adjusted by the National Geodetic Survey in February 1996..
 AW6452
 AW6452.The orthometric height was scaled from a topographic map.
 AW6452
 AW6452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6452
 AW6452.The geoid height was determined by GEOID03.
 AW6452
 AW6452;                    North         East     Units Scale Factor Converg.
 AW6452;SPC TXSC     - 4,218,053.414   970,279.187   MT  0.99988891   +1 52 33.2
 AW6452;SPC TXSC     -13,838,730.24  3,183,324.30   sFT  0.99988891   +1 52 33.2
 AW6452;UTM  15      - 3,292,630.300   290,059.358   MT  1.00014384   -1 04 39.1
 AW6452
 AW6452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6452!SPC TXSC     -   1.00000333  x   0.99988891  =   0.99989224
 AW6452!UTM  15      -   1.00000333  x   1.00014384  =   1.00014717
 AW6452
 AW6452                          SUPERSEDED SURVEY CONTROL
 AW6452
 AW6452  NAD 83(1986)-  29 44 46.12385(N)    095 10 15.43767(W) AD(       ) 3
 AW6452  NAD 27      -  29 44 45.30459(N)    095 10 14.67322(W) AD(       ) 3
 AW6452
 AW6452.Superseded values are not recommended for survey control.
 AW6452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6452.See file dsdata.txt to determine how the superseded data were derived.
 AW6452
 AW6452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9005992630(NAD 83)
 AW6452_MARKER: DS = TRIANGULATION STATION DISK
 AW6452_SETTING: 0 = UNSPECIFIED SETTING
 AW6452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6452
 AW6452  HISTORY     - Date     Condition        Report By
 AW6452  HISTORY     - 1931     MONUMENTED       CGS
 AW6452  HISTORY     - 1934     GOOD             TXGS
 AW6452  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6452
 AW6452                          STATION DESCRIPTION
 AW6452
 AW6452'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6452'STATION IS LOCATED ABOUT 100 METERS W OF MOUTH OF GREENS
 AW6452'BAYOU, 36 METERS S FROM AN 18-FOOT BLUFF BANK ON THE S SHORE OF
 AW6452'BUFFALO BAYOU.  IT IS ON THE TOP OF ONE OF THE HIGHEST OF
 AW6452'MANY SMALL KNOLLS IN A STUMP-COVERED AREA.  AT ABOUT 150
 AW6452'METERS TO THE S ARE A FEW SCATTERED WILLOW TREES.
 AW6452'
 AW6452'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN THE TOPS
 AW6452'OF CONCRETE POSTS.  MARKS PROJECTS 4 INCHES ABOVE GROUND.
 AW6452'
 AW6452'REFERENCE MARK 1 IS 12.55 METERS FROM STATION N 69 DEG 30 MIN E.
 AW6452'
 AW6452'REFERENCE MARK 2 IS 10.56 METERS FROM STATION S 03 DEG W.
 AW6452
 AW6452                          STATION RECOVERY (1934)
 AW6452
 AW6452'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6452'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AW6452'DESCRIBED.
 AW6452
 AW6452                          STATION RECOVERY (1952)
 AW6452
 AW6452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6452'STATION IS LOST.  A THOROUGH SEARCH WAS MADE AT THE DESCRIBED
 AW6452'LOCATION.  THE AREA HAS BEEN RADICALLY CHANGED BY CONSTRUCTION
 AW6452'OF THE ETHYL CORPORATION PLANT.  IT IS RECOMMENDED THAT THE
 AW6452'STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1696 ***********************************************************************
 FL1696  DESIGNATION -  GREEN SEC
 FL1696  PID         -  FL1696
 FL1696  STATE/COUNTY-  TX/HUTCHINSON
 FL1696  USGS QUAD   -  PRINGLE (1978)
 FL1696
 FL1696                         *CURRENT SURVEY CONTROL
 FL1696  ___________________________________________________________________
 FL1696* NAD 83(1993)-  35 53 53.99684(N)    101 24 31.38867(W)     ADJUSTED  
 FL1696* NAVD 88     -       996.     (meters)    3268.     (feet)  SCALED    
 FL1696  ___________________________________________________________________
 FL1696  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 FL1696  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FL1696
 FL1696  HORZ ORDER  -  THIRD
 FL1696
 FL1696.The horizontal coordinates were established by classical geodetic methods
 FL1696.and adjusted by the National Geodetic Survey in February 1996..
 FL1696
 FL1696.The orthometric height was scaled from a topographic map.
 FL1696
 FL1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1696
 FL1696.The geoid height was determined by GEOID03.
 FL1696
 FL1696;                    North         East     Units Scale Factor Converg.
 FL1696;SPC TX N     - 1,210,601.965   208,240.329   MT  0.99994594   +0 03 10.4
 FL1696;SPC TX N     - 3,971,783.28    683,201.81   sFT  0.99994594   +0 03 10.4
 FL1696;UTM  14      - 3,975,352.409   282,609.396   MT  1.00018236   -1 24 46.5
 FL1696
 FL1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1696!SPC TX N     -   0.99984787  x   0.99994594  =   0.99979382
 FL1696!UTM  14      -   0.99984787  x   1.00018236  =   1.00003020
 FL1696
 FL1696:                Primary Azimuth Mark                     Grid Az
 FL1696:SPC TX N     -  BUGBY                                    084 38 43.5
 FL1696:UTM  14      -  BUGBY                                    086 06 40.4
 FL1696
 FL1696|---------------------------------------------------------------------|
 FL1696| PID    Reference Object                     Distance      Geod. Az  |
 FL1696|                                                           dddmmss.s |
 FL1696| FL1669 BUGBY                               APPROX. 5.1 KM 0844153.9 |
 FL1696|---------------------------------------------------------------------|
 FL1696
 FL1696                          SUPERSEDED SURVEY CONTROL
 FL1696
 FL1696  NAD 83(1993)-  35 53 53.99694(N)    101 24 31.38777(W) AD(       ) 3
 FL1696  NAD 83(1986)-  35 53 54.00517(N)    101 24 31.37701(W) AD(       ) 3
 FL1696  NAD 27      -  35 53 53.86736(N)    101 24 29.78574(W) AD(       ) 3
 FL1696
 FL1696.Superseded values are not recommended for survey control.
 FL1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1696.See file dsdata.txt to determine how the superseded data were derived.
 FL1696
 FL1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8260975352(NAD 83)
 FL1696_MARKER: I = METAL ROD
 FL1696_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FL1696_SP_SET: OBJECT DRIVEN INTO GROUND
 FL1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1696
 FL1696  HISTORY     - Date     Condition        Report By
 FL1696  HISTORY     - 1952     MONUMENTED       USGS
 FL1696
 FL1696                          STATION DESCRIPTION
 FL1696
 FL1696'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1696'TO REACH FROM STINNETT POST OFFICE, GO NE. ON HIGHWAY 117 07.5 MI. TO
 FL1696'RD. S. ON RIGHT.  TURN RIGHT S. GO S., AND SE., 1.2 MI. TO N-S. DOUBLE
 FL1696'POLE TRANSMISSION LINE.  TURN RIGHT, S., FOLLOW TRANSMISSION LINE 0.9
 FL1696'MI. TO GATE IN E-W. FENCE.  STATION IS 65 FT. E. OF GATE, 9 FT. N. OF
 FL1696'FENCE.
 FL1696'
 FL1696'STATION MARK - 1 IN. IRON PIPE DRIVEN GROUND.
 FL1696'
 FL1696'REFERENCE MARK NO.1 - NAIL DRIVEN IN LOG ON CENTER LINE OF RD. IN
 FL1696'CENTER OF GATE 65.30 FT. FROM STATION, N 83 DEG 54 MIN 46 SEC E.
 FL1696'
 FL1696'REFERENCE MARK NO.2 - NAIL DRIVEN IN E. POLE OF FIRST SET OF POLES N.
 FL1696'OF GATE 115.90 FT. FROM STATION, S 39 DEG 59 MIN 36 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1295 ***********************************************************************
 BZ1295  DESIGNATION -  GREENOCK
 BZ1295  PID         -  BZ1295
 BZ1295  STATE/COUNTY-  TX/BOSQUE
 BZ1295  USGS QUAD   -  SMITHS BEND (1979)
 BZ1295
 BZ1295                         *CURRENT SURVEY CONTROL
 BZ1295  ___________________________________________________________________
 BZ1295* NAD 83(1993)-  31 47 01.92360(N)    097 22 17.36084(W)     ADJUSTED  
 BZ1295* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 BZ1295  ___________________________________________________________________
 BZ1295  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BZ1295  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BZ1295
 BZ1295  HORZ ORDER  -  SECOND
 BZ1295
 BZ1295.The horizontal coordinates were established by classical geodetic methods
 BZ1295.and adjusted by the National Geodetic Survey in February 1996..
 BZ1295
 BZ1295.The orthometric height was scaled from a topographic map.
 BZ1295
 BZ1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1295
 BZ1295.The geoid height was determined by GEOID03.
 BZ1295
 BZ1295;                    North         East     Units Scale Factor Converg.
 BZ1295;SPC TX C     - 3,238,445.580   980,488.278   MT  0.99997479   +1 31 31.9
 BZ1295;SPC TX C     -10,624,800.21  3,216,818.63   sFT  0.99997479   +1 31 31.9
 BZ1295;SPC TXNC     - 2,013,571.434   706,896.170   MT  1.00011510   +0 36 55.7
 BZ1295;SPC TXNC     - 6,606,192.28  2,319,208.52   sFT  1.00011510   +0 36 55.7
 BZ1295;UTM  14      - 3,517,633.833   654,190.604   MT  0.99989322   +0 51 28.6
 BZ1295
 BZ1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1295!SPC TX C     -   0.99997181  x   0.99997479  =   0.99994660
 BZ1295!SPC TXNC     -   0.99997181  x   1.00011510  =   1.00008690
 BZ1295!UTM  14      -   0.99997181  x   0.99989322  =   0.99986503
 BZ1295
 BZ1295:                Primary Azimuth Mark                     Grid Az
 BZ1295:SPC TX C     -  WHITNEY MUNICIPAL TANK                   012 47 13.5
 BZ1295:SPC TXNC     -  WHITNEY MUNICIPAL TANK                   013 41 49.7
 BZ1295:UTM  14      -  WHITNEY MUNICIPAL TANK                   013 27 16.8
 BZ1295
 BZ1295|---------------------------------------------------------------------|
 BZ1295| PID    Reference Object                     Distance      Geod. Az  |
 BZ1295|                                                           dddmmss.s |
 BZ1295| BZ1292 WHITNEY MUNICIPAL TANK              APPROX.18.9 KM 0141845.4 |
 BZ1295| BZ1245 WEST STANDPIPE                      APPROX.26.3 KM 0854159.7 |
 BZ1295| BZ1250 WEST BRAZOS VAL COTTON MILL TK      APPROX.26.7 KM 0855638.5 |
 BZ1295| CV4160 GREENOCK RM 1                        31.446 METERS 23551     |
 BZ1295| CV4159 GREENOCK AZ MK                                     2385642.1 |
 BZ1295| CV4161 GREENOCK RM 2                        48.615 METERS 31121     |
 BZ1295|---------------------------------------------------------------------|
 BZ1295
 BZ1295                          SUPERSEDED SURVEY CONTROL
 BZ1295
 BZ1295  NAD 83(1986)-  31 47 01.93264(N)    097 22 17.33973(W) AD(       ) 2
 BZ1295  NAD 27      -  31 47 01.35500(N)    097 22 16.29200(W) AD(       ) 2
 BZ1295
 BZ1295.Superseded values are not recommended for survey control.
 BZ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1295.See file dsdata.txt to determine how the superseded data were derived.
 BZ1295
 BZ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA5419117634(NAD 83)
 BZ1295_MARKER: DD = SURVEY DISK
 BZ1295_SETTING: 0 = UNSPECIFIED SETTING
 BZ1295
 BZ1295  HISTORY     - Date     Condition        Report By
 BZ1295  HISTORY     - 1944     MONUMENTED       USE
 BZ1295  HISTORY     - 1966     POOR             USGS
 BZ1295  HISTORY     - 19990828 POOR             USPSQD
 BZ1295  HISTORY     - 20010317 POOR             USPSQD
 BZ1295
 BZ1295                          STATION DESCRIPTION
 BZ1295
 BZ1295'DESCRIBED BY US ENGINEERS 1944 (PLB)
 BZ1295'STATION IS LOCATED ABOUT 12.0 MILES S AND 2.5 MILES W OF
 BZ1295'WHITNEY, AND 1.7 MILES NW OF GREENOCK, IN THE SE ANGLE OF
 BZ1295'A T-INTERSECTION OF COUNTY ROADS.  IT IS 30 FEET E OF THE
 BZ1295'T-INTERSECTION, 200 FEET SE OF AN OLD ABANDONED FARMHOUSE,
 BZ1295'AND 3 FEET SW OF THE E-W FENCE LINE.
 BZ1295'
 BZ1295'STATION IS MARKED WITH A CORPS OF ENGINEERS, U.S. ARMY,
 BZ1295'DISK SET IN A 12- BY 12-INCH CONCRETE BLOCK THAT PROJECTS
 BZ1295'ABOUT 6 INCHES.  THERE ARE NO STAMPINGS ON THE DISK.
 BZ1295'
 BZ1295'REFERENCE MARK 1 IS W OF THE STATION, 100 FEET S OF THE
 BZ1295'ABANDONED FARMHOUSE, 10 FEET N OF THE CENTER LINE OF THE
 BZ1295'E-W DIRT ROAD, AND 1 FOOT E OF THE N-S FENCE LINE.  IT IS
 BZ1295'A BRONZE REFERENCE DISK, STAMPED GREENOCK NO 1 1944, AND
 BZ1295'PROJECTS ABOUT 8 INCHES.
 BZ1295'
 BZ1295'REFERENCE MARK 2 IS NNW OF THE STATION, 25 FEET W OF THE
 BZ1295'CENTER LINE OF THE N-S DIRT ROAD, 125 FEET NE OF THE ABANDONED
 BZ1295'FARMHOUSE, AND 3 FEET S OF FENCE INTERSECTION.  IT IS A
 BZ1295'BRONZE REFERENCE DISK, STAMPED GREENOCK NO 2 1944, AND PROJECTS
 BZ1295'ABOUT 8 INCHES.
 BZ1295'
 BZ1295'AZIMUTH MARK IS ABOUT 0.4 MILE W OF THE STATION, 250 FEET
 BZ1295'S OF A WHITE FARMHOUSE, 30 FEET NE OF A T-INTERSECTION, AND
 BZ1295'1 FOOT N OF THE FENCE INTERSECTION.  IT IS A BRONZE AZIMUTH
 BZ1295'DISK, STAMPED GREENOCK 1944, AND PROJECTS ABOUT 8 INCHES.
 BZ1295'TO REACH FROM THE STATION, GO W ON DIRT ROAD FOR 0.4 MILE
 BZ1295'TO CROSSROADS AND STATION ON THE RIGHT.
 BZ1295'
 BZ1295'TO REACH THE STATION FROM THE CHINA SPRING POST OFFICE,
 BZ1295'GO NW ABOUT 0.05 MILE, THENCE LEFT ON SURFACED ROAD 0.1
 BZ1295'MILE TO CROSSROADS, TURN RIGHT ON GRADED DIRT ROAD, KEEPING
 BZ1295'STRAIGHT AHEAD AT ALL INTERSECTIONS, FOR 2.6 MILES TO A
 BZ1295'POINT WHERE MAIN ROAD TURNS RIGHT AND ANOTHER ROAD CONTINUES
 BZ1295'STRAIGHT AHEAD ACROSS CATTLE GUARD.  CONTINUE STRAIGHT AHEAD
 BZ1295'ACROSS CATTLE GUARD FOR 2.5 MILES TO END OF GRADED DIRT
 BZ1295'ROAD AT A WHITE PAINTED RANCH HOUSE.  PASS TO THE RIGHT
 BZ1295'OF HOUSE AND CONTINUE ON MAIN-TRAVELED ROAD, CROSSING SEVERAL
 BZ1295'CATTLE GUARDS, FOR 2.15 MILES TO CROSSROADS AT SIGN LOGAN
 BZ1295'RANCH, TURN RIGHT ON GRADED DIRT ROAD, KEEPING STRAIGHT
 BZ1295'AHEAD AT ALL INTERSECTIONS, FOR 2.05 MILES TO CROSSROADS,
 BZ1295'TURN LEFT AND FOLLOW MAIN ROAD 4.3 MILES TO A
 BZ1295'T-INTERSECTION AT A WHITE HOUSE.  TURN RIGHT FOR 0.45 MILE
 BZ1295'TO A T-INTERSECTION AND STATION IN THE NE ANGLE OF ROADS.
 BZ1295'
 BZ1295'OBSERVATIONS MADE FROM A 37-FOOT TOWER.
 BZ1295'
 BZ1295'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BZ1295
 BZ1295                          STATION RECOVERY (1966)
 BZ1295
 BZ1295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BZ1295'STATION MARK FOUND LOOSE AND LEANING SLIGHTLY.  BOTH REFERENCE
 BZ1295'MARKS AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.
 BZ1295'
 BZ1295'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MI.
 BZ1295'S AND 2.5 MI. W OF WHITNEY
 BZ1295
 BZ1295                          STATION RECOVERY (1999)
 BZ1295
 BZ1295'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1295'MARK RECOVERED IN POOR CONDITION.
 BZ1295
 BZ1295                          STATION RECOVERY (2001)
 BZ1295
 BZ1295'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ1295'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2306 ***********************************************************************
 BY2306  DESIGNATION -  GREENS
 BY2306  PID         -  BY2306
 BY2306  STATE/COUNTY-  TX/ANDERSON
 BY2306  USGS QUAD   -  YARD (1982)
 BY2306
 BY2306                         *CURRENT SURVEY CONTROL
 BY2306  ___________________________________________________________________
 BY2306* NAD 83(1993)-  31 51 57.56800(N)    095 57 59.94573(W)     ADJUSTED  
 BY2306* NAVD 88     -        89.805  (meters)     294.64   (feet)  ADJUSTED  
 BY2306  ___________________________________________________________________
 BY2306  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 BY2306  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BY2306  DYNAMIC HT  -          89.698 (meters)     294.28  (feet)  COMP
 BY2306  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 BY2306
 BY2306  HORZ ORDER  -  FIRST
 BY2306  VERT ORDER  -  SECOND    CLASS 0
 BY2306
 BY2306.The horizontal coordinates were established by classical geodetic methods
 BY2306.and adjusted by the National Geodetic Survey in February 1996..
 BY2306
 BY2306.The orthometric height was determined by differential leveling
 BY2306.and adjusted by the National Geodetic Survey in June 1991..
 BY2306
 BY2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2306
 BY2306.The geoid height was determined by GEOID03.
 BY2306
 BY2306.The dynamic height is computed by dividing the NAVD 88
 BY2306.geopotential number by the normal gravity value computed on the
 BY2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2306.degrees latitude (g = 980.6199 gals.).
 BY2306
 BY2306.The modeled gravity was interpolated from observed gravity values.
 BY2306
 BY2306;                    North         East     Units Scale Factor Converg.
 BY2306;SPC TX C     - 3,251,926.553 1,113,112.468   MT  0.99999539   +2 14 56.8
 BY2306;SPC TX C     -10,669,029.03  3,651,936.49   sFT  0.99999539   +2 14 56.8
 BY2306;UTM  15      - 3,529,420.311   219,321.190   MT  1.00057171   -1 34 02.0
 BY2306;UTM  14      - 3,529,594.977   786,991.682   MT  1.00061592   +1 36 09.0
 BY2306
 BY2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2306!SPC TX C     -   0.99998994  x   0.99999539  =   0.99998533
 BY2306!UTM  15      -   0.99998994  x   1.00057171  =   1.00056165
 BY2306!UTM  14      -   0.99998994  x   1.00061592  =   1.00060586
 BY2306
 BY2306:                Primary Azimuth Mark                     Grid Az
 BY2306:SPC TX C     -  GREENS AZ MK                             036 40 25.6
 BY2306:UTM  15      -  GREENS AZ MK                             040 29 24.4
 BY2306:UTM  14      -  GREENS AZ MK                             037 19 13.4
 BY2306
 BY2306|---------------------------------------------------------------------|
 BY2306| PID    Reference Object                     Distance      Geod. Az  |
 BY2306|                                                           dddmmss.s |
 BY2306| BY2307 GREENS AZ MK                                       0385522.4 |
 BY2306| BY2305 GREENS RM 1                          35.025 METERS 08412     |
 BY2306| BY2304 GREENS RM 2                          31.017 METERS 16904     |
 BY2306| BZ1366 CAYUGA LONE STAR GAS CO WTR TK      APPROX.11.3 KM 3395112.1 |
 BY2306|---------------------------------------------------------------------|
 BY2306
 BY2306                          SUPERSEDED SURVEY CONTROL
 BY2306
 BY2306  NAD 83(1986)-  31 51 57.57701(N)    095 57 59.92824(W) AD(       ) 1
 BY2306  NAD 27      -  31 51 56.98400(N)    095 57 59.05700(W) AD(       ) 1
 BY2306  NGVD 29 (??/??/92)   89.796  (m)          294.61   (f) ADJ UNCH    2 0
 BY2306
 BY2306.Superseded values are not recommended for survey control.
 BY2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2306.See file dsdata.txt to determine how the superseded data were derived.
 BY2306
 BY2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR1932129420(NAD 83)
 BY2306_MARKER: DS = TRIANGULATION STATION DISK
 BY2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2306_STAMPING: GREENS 1946
 BY2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2306+STABILITY: SURFACE MOTION
 BY2306
 BY2306  HISTORY     - Date     Condition        Report By
 BY2306  HISTORY     - 1946     MONUMENTED       CGS
 BY2306  HISTORY     - 1947     GOOD             NGS
 BY2306
 BY2306                          STATION DESCRIPTION
 BY2306
 BY2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BY2306'THE STATION IS NEAR THE TRINITY RIVER, ABOUT 8 MILES WEST-NORTHWEST
 BY2306'OF TENNESSEE COLONY, 6.5 MILES SOUTH OF AYUGA, 190 FEET
 BY2306'NORTHEAST OF THE NORTHWEST CORNER OF A CHURCH, 65 FEET SOUTHEAST
 BY2306'OF THE CENTER OF A GRADED ROAD, AND 34 FEET SOUTH OF A WIRE
 BY2306'FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED GREENS 1946.
 BY2306'
 BY2306'REFERENCE MARK NO. 1 IS 20 FEET SOUTHEAST OF THE CENTER OF
 BY2306'A GRADED ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS
 BY2306'6 INCHES AND IS STAMPED GREENS NO 1 1946.
 BY2306'
 BY2306'REFERENCE MARK NO. 2 IS 99 FEET NORTH-NORTHEAST OF THE NORTHEAST
 BY2306'CORNER OF A CHURCH AND 17 FEET SOUTH-SOUTHEAST OF THE CENTER
 BY2306'OF A GRADED ROAD.  IT PROJECTS 6 INCHES AND IS STAMPED GREENS
 BY2306'NO 2 1946.
 BY2306'
 BY2306'AZIMUTH MARK IS 150 FEET EAST OF WHERE THE ROAD MAKES A
 BY2306'SHARP CURVE TO THE SOUT, 18.5 FEET SOUTH OF THE CENTER OF
 BY2306'A GRADED ROAD, 2 FEET EAST OF A 4 X 4-INCH WITNESS POST,
 BY2306'AND 1.5 FEET NORTH OF A FENCE LINE.  IT PROJECTS 6 INCHES
 BY2306'AND IS STAMPED GREENS 1946.
 BY2306'
 BY2306'TO REACH THE STATION FROM THE BARTON GROCERY MARKET IN CAYUGA,
 BY2306'GO SOUTHEAST ON U.S. HIGHWAY NO. 287 FOR 4.0 MILES TO THE
 BY2306'BETHEL TEXACO GAS STATION, CONTINUE ON HIGHWAY FOR 0.25
 BY2306'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT ON GRADED ROAD AND
 BY2306'GO 3.75 MILES TO A CROSSROAD AND COOKS STORE ON THE RIGHT,
 BY2306'TURN RIGHT AND GO 3.7 MILES TO THE STATION ON THE RIGHT
 BY2306'AS DESCRIBED.
 BY2306'
 BY2306'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRADED
 BY2306'ROAD FOR 0.65 MILE TO A POINT WHERE THE ROAD TURNS EAST
 BY2306'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 BY2306'
 BY2306'A 64 FOOT TOWER IS REQUIRED TO SEE A 47 FOOT LIGHT AT STATION
 BY2306'PILOT 2 1935.
 BY2306'
 BY2306'A 64 FOOT TOWER IS REQUIRED TO SEE A 100 FOOT LIGHT AT STATION
 BY2306'YOUNG
 BY2306'
 BY2306'A 64 FOOT TOWER IS REQUIRED TO SEE A 100 FOOT LIGHT AT STATION
 BY2306'VANNOY 1935.
 BY2306
 BY2306                          STATION RECOVERY (1947)
 BY2306
 BY2306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BY2306'7.5 MI SW FROM BETHEL.
 BY2306'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2306'THENCE 3.7 MILES SOUTH ALONG A COUNTY ROAD, THENCE 3.5 MILES SOUTHWEST
 BY2306'ALONG A COUNTY ROAD TO THE SITE OF THE MARK, AT THE YARD COLORED
 BY2306'SCHOOL AND CHURCH, 174 FEET NORTH OF THE NORTHWEST CORNER OF THE
 BY2306'CHURCH, 73 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A
 BY2306'4X4 MARKER POST.  A BRONZE TRIANGULATION STATION DISK SET IN THE TOP
 BY2306'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2307 ***********************************************************************
 BY2307  DESIGNATION -  GREENS AZ MK
 BY2307  PID         -  BY2307
 BY2307  STATE/COUNTY-  TX/ANDERSON
 BY2307  USGS QUAD   -  YARD (1982)
 BY2307
 BY2307                         *CURRENT SURVEY CONTROL
 BY2307  ___________________________________________________________________
 BY2307* NAD 83(1986)-  31 52 18.     (N)    095 57 39.     (W)     SCALED    
 BY2307* NAVD 88     -        89.643  (meters)     294.10   (feet)  ADJUSTED  
 BY2307  ___________________________________________________________________
 BY2307  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BY2307  DYNAMIC HT  -          89.537 (meters)     293.76  (feet)  COMP
 BY2307  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 BY2307
 BY2307  VERT ORDER  -  SECOND    CLASS 0
 BY2307
 BY2307.The horizontal coordinates were scaled from a topographic map and have
 BY2307.an estimated accuracy of +/- 6 seconds.
 BY2307
 BY2307.The orthometric height was determined by differential leveling
 BY2307.and adjusted by the National Geodetic Survey in June 1991..
 BY2307
 BY2307.The geoid height was determined by GEOID03.
 BY2307
 BY2307.The dynamic height is computed by dividing the NAVD 88
 BY2307.geopotential number by the normal gravity value computed on the
 BY2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2307.degrees latitude (g = 980.6199 gals.).
 BY2307
 BY2307.The modeled gravity was interpolated from observed gravity values.
 BY2307
 BY2307;                    North         East    Units  Estimated Accuracy
 BY2307;SPC TX C     - 3,252,580.    1,113,640.      MT  (+/- 180 meters Scaled)
 BY2307
 BY2307                          SUPERSEDED SURVEY CONTROL
 BY2307
 BY2307  NGVD 29 (??/??/92)   89.634  (m)          294.07   (f) ADJ UNCH    2 0
 BY2307
 BY2307.Superseded values are not recommended for survey control.
 BY2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2307.See file dsdata.txt to determine how the superseded data were derived.
 BY2307
 BY2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR198300(NAD 83)
 BY2307_MARKER: DZ = AZIMUTH MARK DISK
 BY2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2307_STAMPING: GREENS 1946
 BY2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2307+STABILITY: SURFACE MOTION
 BY2307
 BY2307  HISTORY     - Date     Condition        Report By
 BY2307  HISTORY     - 1946     MONUMENTED       CGS
 BY2307  HISTORY     - 1947     GOOD             NGS
 BY2307
 BY2307                          STATION DESCRIPTION
 BY2307
 BY2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2307'6.9 MI SW FROM BETHEL.
 BY2307'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2307'THENCE 3.7 MILES SOUTH ALONG A COUNTY ROAD, THENCE 2.9 MILES SOUTHWEST
 BY2307'ALONG A COUNTY ROAD TO THE SITE OF THE MARK, 0.6 MILE NORTH OF YARD
 BY2307'COLORED SCHOOL, 177 FEET NORTHEAST OF A FENCE CORNER, 19 FEET
 BY2307'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHWEST OF A 4X4
 BY2307'MARKER POST, 1 FOOT NORTHWEST OF A WIRE FENCE.  A BRONZE AZIMUTH MARK
 BY2307'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2305 ***********************************************************************
 BY2305  DESIGNATION -  GREENS RM 1
 BY2305  PID         -  BY2305
 BY2305  STATE/COUNTY-  TX/ANDERSON
 BY2305  USGS QUAD   -  YARD (1982)
 BY2305
 BY2305                         *CURRENT SURVEY CONTROL
 BY2305  ___________________________________________________________________
 BY2305* NAD 83(1986)-  31 51 57.     (N)    095 58 00.     (W)     SCALED    
 BY2305* NAVD 88     -        89.918  (meters)     295.01   (feet)  ADJUSTED  
 BY2305  ___________________________________________________________________
 BY2305  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BY2305  DYNAMIC HT  -          89.811 (meters)     294.65  (feet)  COMP
 BY2305  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 BY2305
 BY2305  VERT ORDER  -  SECOND    CLASS 0
 BY2305
 BY2305.The horizontal coordinates were scaled from a topographic map and have
 BY2305.an estimated accuracy of +/- 6 seconds.
 BY2305
 BY2305.The orthometric height was determined by differential leveling
 BY2305.and adjusted by the National Geodetic Survey in June 1991..
 BY2305
 BY2305.The geoid height was determined by GEOID03.
 BY2305
 BY2305.The dynamic height is computed by dividing the NAVD 88
 BY2305.geopotential number by the normal gravity value computed on the
 BY2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2305.degrees latitude (g = 980.6199 gals.).
 BY2305
 BY2305.The modeled gravity was interpolated from observed gravity values.
 BY2305
 BY2305;                    North         East    Units  Estimated Accuracy
 BY2305;SPC TX C     - 3,251,910.    1,113,110.      MT  (+/- 180 meters Scaled)
 BY2305
 BY2305                          SUPERSEDED SURVEY CONTROL
 BY2305
 BY2305  NGVD 29 (??/??/92)   89.909  (m)          294.98   (f) ADJ UNCH    2 0
 BY2305
 BY2305.Superseded values are not recommended for survey control.
 BY2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2305.See file dsdata.txt to determine how the superseded data were derived.
 BY2305
 BY2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR193294(NAD 83)
 BY2305_MARKER: DR = REFERENCE MARK DISK
 BY2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2305_STAMPING: GREENS NO 1 1946
 BY2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2305+STABILITY: SURFACE MOTION
 BY2305
 BY2305  HISTORY     - Date     Condition        Report By
 BY2305  HISTORY     - 1946     MONUMENTED       CGS
 BY2305  HISTORY     - 1947     GOOD             NGS
 BY2305
 BY2305                          STATION DESCRIPTION
 BY2305
 BY2305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2305'7.5 MI SW FROM BETHEL.
 BY2305'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2305'THENCE 3.7 MILES SOUTH ALONG A COUNTY ROAD, THENCE 3.5 MILES SOUTHWEST
 BY2305'ALONG A COUNTY ROAD TO THE SITE OF THE MARK, AT YARD COLORED SCHOOL
 BY2305'AND CHURCH, 213 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH,
 BY2305'23 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A
 BY2305'WIRE FENCE.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 BY2305'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2304 ***********************************************************************
 BY2304  DESIGNATION -  GREENS RM 2
 BY2304  PID         -  BY2304
 BY2304  STATE/COUNTY-  TX/ANDERSON
 BY2304  USGS QUAD   -  YARD (1982)
 BY2304
 BY2304                         *CURRENT SURVEY CONTROL
 BY2304  ___________________________________________________________________
 BY2304* NAD 83(1986)-  31 51 57.     (N)    095 58 00.     (W)     SCALED    
 BY2304* NAVD 88     -        89.442  (meters)     293.44   (feet)  ADJUSTED  
 BY2304  ___________________________________________________________________
 BY2304  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BY2304  DYNAMIC HT  -          89.336 (meters)     293.10  (feet)  COMP
 BY2304  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 BY2304
 BY2304  VERT ORDER  -  SECOND    CLASS 0
 BY2304
 BY2304.The horizontal coordinates were scaled from a topographic map and have
 BY2304.an estimated accuracy of +/- 6 seconds.
 BY2304
 BY2304.The orthometric height was determined by differential leveling
 BY2304.and adjusted by the National Geodetic Survey in June 1991..
 BY2304
 BY2304.The geoid height was determined by GEOID03.
 BY2304
 BY2304.The dynamic height is computed by dividing the NAVD 88
 BY2304.geopotential number by the normal gravity value computed on the
 BY2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2304.degrees latitude (g = 980.6199 gals.).
 BY2304
 BY2304.The modeled gravity was interpolated from observed gravity values.
 BY2304
 BY2304;                    North         East    Units  Estimated Accuracy
 BY2304;SPC TX C     - 3,251,910.    1,113,110.      MT  (+/- 180 meters Scaled)
 BY2304
 BY2304                          SUPERSEDED SURVEY CONTROL
 BY2304
 BY2304  NGVD 29 (??/??/92)   89.433  (m)          293.41   (f) ADJ UNCH    2 0
 BY2304
 BY2304.Superseded values are not recommended for survey control.
 BY2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2304.See file dsdata.txt to determine how the superseded data were derived.
 BY2304
 BY2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR193294(NAD 83)
 BY2304_MARKER: DR = REFERENCE MARK DISK
 BY2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2304_STAMPING: GREENS NO 2 1946
 BY2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2304+STABILITY: SURFACE MOTION
 BY2304
 BY2304  HISTORY     - Date     Condition        Report By
 BY2304  HISTORY     - 1946     MONUMENTED       CGS
 BY2304  HISTORY     - 1947     GOOD             NGS
 BY2304
 BY2304                          STATION DESCRIPTION
 BY2304
 BY2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2304'7.5 MI SW FROM BETHEL.
 BY2304'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT BETHEL,
 BY2304'THENCE 3.7 MILES SOUTH ALONG A COUNTY ROAD, THENCE 3.5 MILES SOUTHWEST
 BY2304'ALONG A COUNTY ROAD TO THE SITE OF THE MARK, AT THE YARD COLORED
 BY2304'SCHOOL AND CHURCH, 90 FEET NORTH OF THE NORTHEAST CORNER OF THE
 BY2304'CHURCH, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET
 BY2304'NORTHEAST OF A 24 INCH OAK TREE.  A BRONZE REFERENCE MARK DISK SET IN
 BY2304'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1101 ***********************************************************************
 DN1101  DESIGNATION -  GREENVILLE CEN CHRISTIAN CH
 DN1101  PID         -  DN1101
 DN1101  STATE/COUNTY-  TX/HUNT
 DN1101  USGS QUAD   -  GREENVILLE NE (1963)
 DN1101
 DN1101                         *CURRENT SURVEY CONTROL
 DN1101  ___________________________________________________________________
 DN1101* NAD 83(1993)-  33 08 20.21804(N)    096 06 31.74397(W)     ADJUSTED  
 DN1101* NAVD 88     -                                                        
 DN1101  ___________________________________________________________________
 DN1101  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DN1101  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN1101
 DN1101  HORZ ORDER  -  THIRD
 DN1101
 DN1101.The horizontal coordinates were established by classical geodetic methods
 DN1101.and adjusted by the National Geodetic Survey in February 1996..
 DN1101
 DN1101
 DN1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1101
 DN1101.The geoid height was determined by GEOID03.
 DN1101
 DN1101;                    North         East     Units Scale Factor Converg.
 DN1101;SPC TXNC     - 2,165,799.987   823,065.314   MT  0.99987378   +1 18 14.9
 DN1101;SPC TXNC     - 7,105,628.79  2,700,340.12   sFT  0.99987378   +1 18 14.9
 DN1101;UTM  14      - 3,670,412.933   769,704.458   MT  1.00049696   +1 34 53.3
 DN1101
 DN1101                          SUPERSEDED SURVEY CONTROL
 DN1101
 DN1101  NAD 83(1993)-  33 08 20.22117(N)    096 06 31.73981(W) AD(       ) 4
 DN1101  NAD 83(1986)-  33 08 20.22587(N)    096 06 31.73184(W) AD(       ) 4
 DN1101  NAD 27      -  33 08 19.80800(N)    096 06 30.82500(W) AD(       ) 3
 DN1101
 DN1101.Superseded values are not recommended for survey control.
 DN1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1101.See file dsdata.txt to determine how the superseded data were derived.
 DN1101
 DN1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6970470413(NAD 83)
 DN1101_MARKER: 90 = CHURCH SPIRE
 DN1101
 DN1101  HISTORY     - Date     Condition        Report By
 DN1101  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1101  HISTORY     - 19940418 GOOD             USPSQD
 DN1101
 DN1101                          STATION DESCRIPTION
 DN1101
 DN1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1101'THIS INTERSECTION STATION IS THE SPIRE ON THE CENTRAL CHRISTIAN
 DN1101'CHURCH, IN THE CITY OF GREENVILLE, TEXAS.  IT IS ON THE NW
 DN1101'CORNER OF THE RED BRICK CHURCH, ABOUT 40 FEET E OF THE CENTER
 DN1101'LINE OF WESLEY STREET, AND ABOUT 50 FEET S OF THE CENTER
 DN1101'LINE OF WASHINGTON STREET.  THE CHURCH WAS ERECTED IN 1899
 DN1101'AND THE SPIRE IS FAIRLY PROMINENT FROM THE N, W, AND S,
 DN1101'BUT IS OBSTRUCTED BY HIGH BUILDINGS ON THE E.
 DN1101'
 DN1101'THE CHURCH AT THE POINT WHERE THE SPIRE IS, IS ABOUT 30
 DN1101'FEET HIGH.  THE BASE OF THE SPIRE IS A CREAM-COLORED ORNAMENTAL
 DN1101'TOWER ABOUT 30 FEET HIGH, WITH LARGE THREE-SECTIONED LOUVERED
 DN1101'WINDOWS ON EACH SIDE AND FOUR-SIDED GREY-SHINGLED TURRETS
 DN1101'AT THE TOP ON EACH CORNER.  THE OCTAGONAL GREY-SHINGLED
 DN1101'SPIRE IS ABOUT 40 FEET HIGH.  IT HAS A 5-FOOT FINIAL AT ITS
 DN1101'APEX.  THE TOTAL HEIGHT IS ABOUT 105 FEET.
 DN1101
 DN1101                          STATION RECOVERY (1994)
 DN1101
 DN1101'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1104 ***********************************************************************
 DN1104  DESIGNATION -  GREENVILLE MAGNETIC RESET
 DN1104  PID         -  DN1104
 DN1104  STATE/COUNTY-  TX/HUNT
 DN1104  USGS QUAD   -  GREENVILLE SE (1962)
 DN1104
 DN1104                         *CURRENT SURVEY CONTROL
 DN1104  ___________________________________________________________________
 DN1104* NAD 83(1993)-  33 07 21.20770(N)    096 06 03.65654(W)     ADJUSTED  
 DN1104* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 DN1104  ___________________________________________________________________
 DN1104  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 DN1104  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN1104
 DN1104  HORZ ORDER  -  FIRST
 DN1104
 DN1104.The horizontal coordinates were established by classical geodetic methods
 DN1104.and adjusted by the National Geodetic Survey in February 1996..
 DN1104
 DN1104.The orthometric height was scaled from a topographic map.
 DN1104
 DN1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1104
 DN1104.The geoid height was determined by GEOID03.
 DN1104
 DN1104;                    North         East     Units Scale Factor Converg.
 DN1104;SPC TXNC     - 2,163,999.326   823,834.521   MT  0.99987339   +1 18 30.2
 DN1104;SPC TXNC     - 7,099,721.12  2,702,863.76   sFT  0.99987339   +1 18 30.2
 DN1104;UTM  14      - 3,668,614.887   770,482.849   MT  1.00050215   +1 35 06.2
 DN1104
 DN1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1104!SPC TXNC     -   0.99997936  x   0.99987339  =   0.99985275
 DN1104!UTM  14      -   0.99997936  x   1.00050215  =   1.00048150
 DN1104
 DN1104:                Primary Azimuth Mark                     Grid Az
 DN1104:SPC TXNC     -  GREENVILLE RAD STA KGVL MAST             001 05 15.4
 DN1104:UTM  14      -  GREENVILLE RAD STA KGVL MAST             000 48 39.4
 DN1104
 DN1104|---------------------------------------------------------------------|
 DN1104| PID    Reference Object                     Distance      Geod. Az  |
 DN1104|                                                           dddmmss.s |
 DN1104| DN1102 GREENVILLE RAD STA KGVL MAST        APPROX. 5.0 KM 0022345.6 |
 DN1104| CY2020 GREENVILLE MAG RM 1                  25.100 METERS 12132     |
 DN1104| DN1107 MAJORS FIELD STANDPIPE              APPROX. 6.5 KM 1561813.9 |
 DN1104| DN1106 BETHEL                              APPROX. 8.4 KM 1853012.1 |
 DN1104| CY2021 GREENVILLE MAG RM 2                  33.933 METERS 23957     |
 DN1104| CY2022 GREENVILLE MAGNETIC AZ MK                          2763444.5 |
 DN1104| DN1101 GREENVILLE CEN CHRISTIAN CH         APPROX. 2.0 KM 3381037.8 |
 DN1104| CY2019 GREENVILLE MAG AZ MK 2                             3412215.2 |
 DN1104|---------------------------------------------------------------------|
 DN1104
 DN1104                          SUPERSEDED SURVEY CONTROL
 DN1104
 DN1104  NAD 83(1993)-  33 07 21.21014(N)    096 06 03.65186(W) AD(       ) 1
 DN1104  NAD 83(1986)-  33 07 21.21448(N)    096 06 03.64385(W) AD(       ) 1
 DN1104  NAD 27      -  33 07 20.80000(N)    096 06 02.74000(W) AD(       ) 1
 DN1104
 DN1104.Superseded values are not recommended for survey control.
 DN1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1104.See file dsdata.txt to determine how the superseded data were derived.
 DN1104
 DN1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7048368615(NAD 83)
 DN1104_MARKER: DS = TRIANGULATION STATION DISK
 DN1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DN1104
 DN1104  HISTORY     - Date     Condition        Report By
 DN1104  HISTORY     - 1971     MONUMENTED       NGS
 DN1104  HISTORY     - 19940422 MARK NOT FOUND   USPSQD
 DN1104
 DN1104                          STATION DESCRIPTION
 DN1104
 DN1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DN1104'THE STATION SUB-SURFACE MARK, REFERENCE MARKS 1 AND 2 AND THE
 DN1104'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DN1104'THE SURFACE STATION MARK HAD BEEN DESTROYED.  A NEW SURFACE
 DN1104'MARK WAS ESTABLISHED.  THE DISTANCE AND DIRECTION TO THE
 DN1104'REFERENCE MARKS WERE VERIFIED.  THE LINE FROM THE STATION
 DN1104'TO THE AZIMUTH MARK IS OBSTRUCTED BY BUILDING, THEREFORE
 DN1104'THE DIRECTION TO THE AZIMUTH MARK WAS NOT CHECKED.
 DN1104'
 DN1104'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DN1104'
 DN1104'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF GREENVILLE, AT
 DN1104'THE NORTHEAST CORNER OF AN ATHLETIC-FIELD THAT IS LOCATED
 DN1104'ON THE EAST SIDE OF THE SHIREY FACTORY BUILDINGS.
 DN1104'
 DN1104'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 DN1104'67 AND 69, WHICH IS LOCATED ON THE EAST EDGE OF GREENVILLE,
 DN1104'GO WEST ON U.S. HWY. 69 (MOULTON STREET) FOR 0.4 MILE TO THE
 DN1104'INTERSECTION OF STANFORD STREET.  TURN LEFT AND GO SOUTHERLY
 DN1104'ON STANFORD STREET FOR 0.2 MILE TO AZIMUTH MARK ON THE LEFT.
 DN1104'CONTINUE STRAIGHT AHEAD ON STANFORD STREET FOR 0.05 MILE TO
 DN1104'A DRIVE-WAY ON THE LEFT AT THE SOUTHWEST CORNER OF SHIREY
 DN1104'FACTORY BUILDINGS.  TURN LEFT AND GO EASTERLY FOR 0.15 MILE
 DN1104'TO THE SOUTHEAST CORNER OF ATHLETIC-FIELD, HERE TURN LEFT
 DN1104'AND GO NORTHERLY ALONG THE EAST SIDE OF THE ATHLETIC-FIELD
 DN1104'FOR 0.1 MILE TO STATION, NEAR THE NORTHEAST CORNER OF THE
 DN1104'ATHLETIC-FIELD.
 DN1104'
 DN1104'THE STATION MARKS ARE STANDARD DISKS, SUB-SURFACE DISK IS
 DN1104'STAMPED GREENVILLE MAGNETIC 1935, SURFACE MARK IS SET IN THE
 DN1104'TOP OF A ROUND CONCRETE POST THAT IS ABOUT 2-INCHES BELOW
 DN1104'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED GREENVILLE
 DN1104'MAG 1935 1971.  IT IS 115 FEET WEST-SOUTHWEST THE ATHLETIC-FIELD
 DN1104'FLOOD-LIGHT POLE NO. A3-12-13, 74 FEET SOUTH OF FLOOD-LIGHT
 DN1104'POLE NO. B1-12-7 AND 37.6 FEET NORTH OF A METAL WITNESS POST,
 DN1104'ALSO EDGE OF WOODED AREA.
 DN1104'
 DN1104'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF
 DN1104'A SQUARE CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND THE
 DN1104'DISK IS STAMPED GREENVILLE MAGNETIC NO 1 1935.  IT IS 94
 DN1104'FEET SOUTHWEST OF THE ATHLETIC-FIELD FLOOD-LIGHT POLE A3-12-13,
 DN1104'24 FEET SOUTH OF THE NORTH EDGE OF WOODED AREA AND 4 FEET
 DN1104'NORTHWEST OF A 14-INCH OAK TREE.
 DN1104'
 DN1104'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF
 DN1104'A SQUARE CONCRETE POST THAT PROJECTS ABOUT 6-INCHES AND THE
 DN1104'DISK IS STAMPED GREENVILLE MAGNETIC NO 2 1935.
 DN1104'
 DN1104'IT IS 162 FEET SOUTHWEST OF FLOOD-LIGHT POLE NO. B1-12-7, 33
 DN1104'FEET NORTHWEST OF A 12-INCH OAK TREE AND 14 FEET NORTH OF THE
 DN1104'NORTH EDGE OF WOODED AREA.
 DN1104'
 DN1104'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 DN1104'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 DN1104'AND THE DISK IS STAMPED GREENVILLE MAGNETIC 1949.  THE MARK
 DN1104'HAS THE CORNERS CHIPPED OFF, BUT ITS BELIEVED THAT THE MARK
 DN1104'HAS NOT BEEN MOVED FROM ITS ORIGINAL POSITION.  IT IS 21
 DN1104'FEET SOUTH OF THE CENTER OF STANFORD STREET, 142 FEET EAST
 DN1104'OF THE WEST SIDE-WALK ENTRANCE TO SHIREY FACTORY BUILDING,
 DN1104'9 FEET NORTH OF A CHAIN-LINK FENCE, 6.4 FEET SOUTH-SOUTHWEST
 DN1104'OF A HI-LINE POLE AND 1 FOOT SOUTH OF THE SOUTH EDGE OF
 DN1104'SIDE-WALK.
 DN1104'
 DN1104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST
 DN1104'EDGE OF GREENVILLE
 DN1104
 DN1104                          STATION RECOVERY (1994)
 DN1104
 DN1104'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1100 ***********************************************************************
 DN1100  DESIGNATION -  GREENVILLE MUNICIPAL TANK
 DN1100  PID         -  DN1100
 DN1100  STATE/COUNTY-  TX/HUNT
 DN1100  USGS QUAD   -  GREENVILLE NE (1963)
 DN1100
 DN1100                         *CURRENT SURVEY CONTROL
 DN1100  ___________________________________________________________________
 DN1100* NAD 83(1993)-  33 07 57.07279(N)    096 06 44.78107(W)     ADJUSTED  
 DN1100* NAVD 88     -                                                        
 DN1100  ___________________________________________________________________
 DN1100  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DN1100  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN1100
 DN1100  HORZ ORDER  -  THIRD
 DN1100
 DN1100.The horizontal coordinates were established by classical geodetic methods
 DN1100.and adjusted by the National Geodetic Survey in February 1996..
 DN1100
 DN1100
 DN1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1100
 DN1100.The geoid height was determined by GEOID03.
 DN1100
 DN1100;                    North         East     Units Scale Factor Converg.
 DN1100;SPC TXNC     - 2,165,079.531   822,743.744   MT  0.99987361   +1 18 07.8
 DN1100;SPC TXNC     - 7,103,265.09  2,699,285.10   sFT  0.99987361   +1 18 07.8
 DN1100;UTM  14      - 3,669,690.480   769,386.180   MT  1.00049485   +1 34 45.2
 DN1100
 DN1100                          SUPERSEDED SURVEY CONTROL
 DN1100
 DN1100  NAD 83(1993)-  33 07 57.07682(N)    096 06 44.77666(W) AD(       ) 4
 DN1100  NAD 83(1986)-  33 07 57.07998(N)    096 06 44.76852(W) AD(       ) 4
 DN1100  NAD 27      -  33 07 56.66400(N)    096 06 43.86300(W) AD(       ) 3
 DN1100
 DN1100.Superseded values are not recommended for survey control.
 DN1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1100.See file dsdata.txt to determine how the superseded data were derived.
 DN1100
 DN1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB6938669690(NAD 83)
 DN1100_MARKER: 53 = ELEVATED TANK
 DN1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1100+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 DN1100
 DN1100  HISTORY     - Date     Condition        Report By
 DN1100  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1100  HISTORY     - 19940418 GOOD             USPSQD
 DN1100  HISTORY     - 20030707 GOOD             USPSQD
 DN1100  HISTORY     - 20040815 GOOD             USPSQD
 DN1100
 DN1100                          STATION DESCRIPTION
 DN1100
 DN1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1100'THE STATION IS LOCATED IN THE SOUTH PART OF GREENVILLE,
 DN1100'1 BLOCK WEST OF KING ST. 200 FEET SOUTH OF THE CENTER OF
 DN1100'CADDO STREET AND 75 FEET WEST OF A RAILROAD TRACK.  IT IS
 DN1100'PAINTED SILVER, APPROXIMATELY 170 FEET HIGH AND HAS 10 LEGS.
 DN1100'
 DN1100'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 69 AND STATE
 DN1100'HIGHWAY 34, GO SOUTH ON HIGHWAY 34 AND O NEAL ST. FOR 0.2
 DN1100'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DN1100
 DN1100                          STATION RECOVERY (1994)
 DN1100
 DN1100'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1100'RECOVERED IN GOOD CONDITION.
 DN1100
 DN1100                          STATION RECOVERY (2003)
 DN1100
 DN1100'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 DN1100'RECOVERED IN GOOD CONDITION.
 DN1100
 DN1100                          STATION RECOVERY (2004)
 DN1100
 DN1100'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 DN1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1102 ***********************************************************************
 DN1102  DESIGNATION -  GREENVILLE RAD STA KGVL MAST
 DN1102  PID         -  DN1102
 DN1102  STATE/COUNTY-  TX/HUNT
 DN1102  USGS QUAD   -  GREENVILLE NE (1963)
 DN1102
 DN1102                         *CURRENT SURVEY CONTROL
 DN1102  ___________________________________________________________________
 DN1102* NAD 83(1993)-  33 10 02.36887(N)    096 05 55.63853(W)     ADJUSTED  
 DN1102* NAVD 88     -                                                        
 DN1102  ___________________________________________________________________
 DN1102  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DN1102  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DN1102
 DN1102  HORZ ORDER  -  THIRD
 DN1102
 DN1102.The horizontal coordinates were established by classical geodetic methods
 DN1102.and adjusted by the National Geodetic Survey in February 1996..
 DN1102
 DN1102
 DN1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1102
 DN1102.The geoid height was determined by GEOID03.
 DN1102
 DN1102;                    North         East     Units Scale Factor Converg.
 DN1102;SPC TXNC     - 2,168,967.126   823,928.834   MT  0.99987465   +1 18 34.6
 DN1102;SPC TXNC     - 7,116,019.65  2,703,173.18   sFT  0.99987465   +1 18 34.6
 DN1102;UTM  14      - 3,673,586.208   770,553.134   MT  1.00050261   +1 35 17.4
 DN1102
 DN1102                          SUPERSEDED SURVEY CONTROL
 DN1102
 DN1102  NAD 83(1993)-  33 10 02.37008(N)    096 05 55.63384(W) AD(       ) 4
 DN1102  NAD 83(1986)-  33 10 02.37532(N)    096 05 55.62578(W) AD(       ) 4
 DN1102  NAD 27      -  33 10 01.96600(N)    096 05 54.72400(W) AD(       ) 3
 DN1102
 DN1102.Superseded values are not recommended for survey control.
 DN1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1102.See file dsdata.txt to determine how the superseded data were derived.
 DN1102
 DN1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7055373586(NAD 83)
 DN1102_MARKER: 42 = RADIO/TV MAST
 DN1102
 DN1102  HISTORY     - Date     Condition        Report By
 DN1102  HISTORY     - 1949     FIRST OBSERVED   CGS
 DN1102  HISTORY     - 1949     GOOD             CGS
 DN1102  HISTORY     - 1957     GOOD             CGS
 DN1102  HISTORY     - 19940418 GOOD             USPSQD
 DN1102
 DN1102                          STATION DESCRIPTION
 DN1102
 DN1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 DN1102'STATION IS A RADIO MAST.  IT IS 185 FEET HIGH, AND PAINTED
 DN1102'ORANGE AND WHITE.  IT IS ABOUT 65 YARDS WEST OF STATE HIGHWAY
 DN1102'34, AND 30 YARDS WEST OF A SMALL CONTROL BUILDING.
 DN1102'
 DN1102'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY
 DN1102'69 AND STATE HIGHWAYS 24 AND 34 JUST NORTH OF GREENVILLE,
 DN1102'GO NORTHERLY ON STATE HIGHWAYS 24 AND 34 FOR 0.55 MILE TO
 DN1102'THE JUNCTION OF STATE HIGHWAYS 24 AND 34.  TAKE LEFT FORK
 DN1102'AND GO NORTH ON STATE HIGHWAY 34 FOR 0.95 MILE TO THE STATION
 DN1102'ON THE LEFT AS DESCRIBED.
 DN1102'
 DN1102'POINT INTERSECTED WAS THE LIGHT ON TOP OF MAST.
 DN1102
 DN1102                          STATION RECOVERY (1949)
 DN1102
 DN1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 DN1102'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF GREENVILLE
 DN1102'AND 100 YARDS WEST OF THE HIGHWAY.
 DN1102'
 DN1102'THE MAST IS ALTERNATELY RED AND WHITE IN COLOR AND 180 FEET
 DN1102'IN HEIGHT.  THE POINT INTERSECTED WAS THE TOP AND CENTER.
 DN1102'
 DN1102'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 34 GO
 DN1102'NORTH ON STATE HIGHWAY 34 FOR 1.0 MILE TO THE STATION ON
 DN1102'THE LEFT AS DESCRIBED.
 DN1102
 DN1102                          STATION RECOVERY (1957)
 DN1102
 DN1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1102'MAST RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1102'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1102
 DN1102                          STATION RECOVERY (1994)
 DN1102
 DN1102'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0819 ***********************************************************************
 BP0819  DESIGNATION -  GREGG
 BP0819  PID         -  BP0819
 BP0819  STATE/COUNTY-  TX/PECOS
 BP0819  USGS QUAD   -  INDIAN MESA (1969)
 BP0819
 BP0819                         *CURRENT SURVEY CONTROL
 BP0819  ___________________________________________________________________
 BP0819* NAD 83(1993)-  30 55 04.05323(N)    102 12 08.20846(W)     ADJUSTED  
 BP0819* NAVD 88     -       935.8    (meters)    3070.     (feet)  VERTCON   
 BP0819  ___________________________________________________________________
 BP0819  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BP0819  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 BP0819
 BP0819  HORZ ORDER  -  FIRST
 BP0819
 BP0819.The horizontal coordinates were established by classical geodetic methods
 BP0819.and adjusted by the National Geodetic Survey in February 1996..
 BP0819
 BP0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0819
 BP0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0819
 BP0819.The geoid height was determined by GEOID03.
 BP0819
 BP0819;                    North         East     Units Scale Factor Converg.
 BP0819;SPC TX C     - 3,140,193.919   521,384.017   MT  0.99988280   -0 57 45.4
 BP0819;SPC TX C     -10,302,452.88  1,710,574.06   sFT  0.99988280   -0 57 45.4
 BP0819;UTM  13      - 3,423,846.981   767,366.662   MT  1.00048189   +1 26 18.0
 BP0819
 BP0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0819!SPC TX C     -   0.99985673  x   0.99988280  =   0.99973955
 BP0819!UTM  13      -   0.99985673  x   1.00048189  =   1.00033855
 BP0819
 BP0819|---------------------------------------------------------------------|
 BP0819| PID    Reference Object                     Distance      Geod. Az  |
 BP0819|                                                           dddmmss.s |
 BP0819| CH9483 GREGG RM 1                           20.585 METERS 11241     |
 BP0819| CH9482 GREGG AZ MK                                        1735521.5 |
 BP0819| CH9484 GREGG RM 2                           21.442 METERS 19443     |
 BP0819| BP0820 GREGG RM A 1968                      29.986 METERS 34357     |
 BP0819|---------------------------------------------------------------------|
 BP0819
 BP0819                          SUPERSEDED SURVEY CONTROL
 BP0819
 BP0819  NAD 83(1986)-  30 55 04.06139(N)    102 12 08.19679(W) AD(       ) 1
 BP0819  NAD 27      -  30 55 03.50200(N)    102 12 06.71135(W) AD(       ) 1
 BP0819  NGVD 29 (07/19/86)  935.5    (m)         3069.     (f) VERT ANG       
 BP0819
 BP0819.Superseded values are not recommended for survey control.
 BP0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0819.See file dsdata.txt to determine how the superseded data were derived.
 BP0819
 BP0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ6736723847(NAD 83)
 BP0819_MARKER: DS = TRIANGULATION STATION DISK
 BP0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BP0819
 BP0819  HISTORY     - Date     Condition        Report By
 BP0819  HISTORY     - 1968     MONUMENTED       CGS
 BP0819
 BP0819                          STATION DESCRIPTION
 BP0819
 BP0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BP0819'THE STATION IS ABOUT 19 MILES WEST OF IRAAN, 15 MILES SOUTH OF
 BP0819'MC CAMEY, 6 MILES EAST-NORTHEAST OF BAKERSFIELD, ON PROPERTY OWNED
 BP0819'BY MR. GREGG MC KENZIE.
 BP0819'
 BP0819'TO REACH THE STATION FROM THE POST OFFICE IN BAKERSFIELD, GO EAST
 BP0819'ON U.S. HIGHWAY 290 FOR 7.35 MILES TO A BLADED SIDE ROAD LEFT, JUST
 BP0819'BEFORE REACHING A CONCRETE BRIDGE.  TURN LEFT AND GO NORTH ON
 BP0819'BLADED ROAD FOR 0.1 MILE TO A FORK.  TAKE LEFT FORK WESTERLY AND
 BP0819'NORTHERLY FOR 1.6 MILES TO A POINT WHERE ROAD PASSES UNDER POWER
 BP0819'LINES.  CONTINUE NORTH ON BLADED ROAD FOR 0.5 MILE TO A FORK AND
 BP0819'AZIMUTH MARK ON LEFT.  TAKE LEFT FORK NORTHERLY FOR 0.5 MILE TO
 BP0819'A SIDE ROAD LEFT.  CONTINUE NORTH ON BLADED ROAD FOR 0.05 MILE
 BP0819'TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO EAST ON DIM
 BP0819'TRACK ROAD FOR 0.05 MILE TO STATION.
 BP0819'
 BP0819'THE STATION MARK IS A STANDARD DISK STAMPED GREGG 1968, SET IN THE
 BP0819'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1
 BP0819'INCH ABOVE THE GROUND SURFACE.  IT IS 99 FEET SOUTH-SOUTHEAST OF A
 BP0819'METAL WITNESS POST WITH SIGN ATTACHED AND 3.5 FEET NORTHEAST OF A
 BP0819'METAL WITNESS POST WITH SIGN ATTACHED.
 BP0819'
 BP0819'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GREGG NO 1 1968, SET
 BP0819'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 BP0819'WITH THE GROUND.  IT IS 150 FEET SOUTHWEST OF THE METAL WITNESS
 BP0819'POST AND 70 FEET WEST OF THE METAL WITNESS POST.
 BP0819'
 BP0819'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GREGG NO 2 1968, SET
 BP0819'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 BP0819'FLUSH WITH THE GROUND.  IT IS 165 FEET SOUTH OF THE METAL WITNESS
 BP0819'POST AND 67 FEET SOUTH OF THE METAL WITNESS POST.
 BP0819'
 BP0819'AZIMUTH MARK IS A STANDARD DISK STAMPED GREGG 1968, CEMENTED IN A
 BP0819'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS 120
 BP0819'FEET SOUTH-SOUTHWEST OF ROAD FORK, 89 FEET SOUTHWEST OF THE CENTER
 BP0819'OF BLADED ROAD AND 5 FEET EAST-NORTHEAST OF A METAL WITNESS POST
 BP0819'WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0820 ***********************************************************************
 BP0820  DESIGNATION -  GREGG RM A 1968
 BP0820  PID         -  BP0820
 BP0820  STATE/COUNTY-  TX/PECOS
 BP0820  USGS QUAD   -  INDIAN MESA (1969)
 BP0820
 BP0820                         *CURRENT SURVEY CONTROL
 BP0820  ___________________________________________________________________
 BP0820* NAD 83(1993)-  30 55 04.98895(N)    102 12 08.52075(W)     ADJUSTED  
 BP0820* NAVD 88     -       935.7    (meters)    3070.     (feet)  VERTCON   
 BP0820  ___________________________________________________________________
 BP0820  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BP0820  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 BP0820
 BP0820  HORZ ORDER  -  FIRST
 BP0820
 BP0820.The horizontal coordinates were established by classical geodetic methods
 BP0820.and adjusted by the National Geodetic Survey in February 1996..
 BP0820
 BP0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0820
 BP0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0820
 BP0820.The geoid height was determined by GEOID03.
 BP0820
 BP0820;                    North         East     Units Scale Factor Converg.
 BP0820;SPC TX C     - 3,140,222.868   521,376.212   MT  0.99988280   -0 57 45.6
 BP0820;SPC TX C     -10,302,547.86  1,710,548.46   sFT  0.99988280   -0 57 45.6
 BP0820;UTM  13      - 3,423,875.594   767,357.645   MT  1.00048183   +1 26 17.9
 BP0820
 BP0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0820!SPC TX C     -   0.99985675  x   0.99988280  =   0.99973956
 BP0820!UTM  13      -   0.99985675  x   1.00048183  =   1.00033851
 BP0820
 BP0820:                Primary Azimuth Mark                     Grid Az
 BP0820:SPC TX C     -  BAKER                                    088 37 58.4
 BP0820:UTM  13      -  BAKER                                    086 13 54.9
 BP0820
 BP0820|---------------------------------------------------------------------|
 BP0820| PID    Reference Object                     Distance      Geod. Az  |
 BP0820|                                                           dddmmss.s |
 BP0820| BP0815 BAKER                               APPROX. 9.2 KM 0874012.8 |
 BP0820| BP0819 GREGG                                29.986 METERS 16357     |
 BP0820|---------------------------------------------------------------------|
 BP0820
 BP0820                          SUPERSEDED SURVEY CONTROL
 BP0820
 BP0820  NAD 83(1986)-  30 55 04.99699(N)    102 12 08.50904(W) AD(       ) 1
 BP0820  NAD 27      -  30 55 04.43775(N)    102 12 07.02362(W) AD(       ) 1
 BP0820  NGVD 29 (07/19/86)  935.4    (m)         3069.     (f) VERT ANG       
 BP0820
 BP0820.Superseded values are not recommended for survey control.
 BP0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0820.See file dsdata.txt to determine how the superseded data were derived.
 BP0820
 BP0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ6735823876(NAD 83)
 BP0820_MARKER: DS = TRIANGULATION STATION DISK
 BP0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0820+STABILITY: SURFACE MOTION
 BP0820
 BP0820  HISTORY     - Date     Condition        Report By
 BP0820  HISTORY     - 1968     MONUMENTED       CGS
 BP0820
 BP0820                          STATION DESCRIPTION
 BP0820
 BP0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BP0820'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF MC CAMEY, 6 MILES
 BP0820'EAST-NORTHEAST OF BAKERSFIELD, AND ON LAND OWNED BY MR. GREGG
 BP0820'MC KENZIE.
 BP0820'
 BP0820'THE STATION MARK IS A STANDARD DISK, STAMPED GREGG RM A 1968, SET
 BP0820'IN THE TOP OF A 16-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 BP0820'THE GROUND.  IT IS 173 FEET SOUTH-SOUTHEAST OF A POWER LINE
 BP0820'POLE, 101.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST WITH A
 BP0820'SIGN ATTACHED, AND 3.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BP0820'POST WITH SIGN ATTACHED.
 BP0820'
 BP0820'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GREGG 1968.
 BP0820'
 BP0820'TO REACH THE STATION FROM THE POST OFFICE IN BAKERSFIELD, GO EAST
 BP0820'ON U.S. HIGHWAY 290 FOR 7.35 MILES TO A BLADED SIDE ROAD LEFT, JUST
 BP0820'BEFORE REACHING A CONCRETE BRIDGE.  TURN LEFT AND GO NORTH ON
 BP0820'BLADED ROAD FOR 0.1 MILE TO A FORK.  TAKE LEFT FORK WESTERLY AND
 BP0820'NORTHERLY FOR 1.6 MILES TO A POINT WHERE ROAD PASSES UNDER POWER
 BP0820'LINES.  CONTINUE NORTH ON BLADED ROAD FOR 0.5 MILE
 BP0820'TO A FORK AND STATION GREGG
 BP0820'AZIMUTH MARK ON LEFT.  TAKE LEFT FORK NORTHERLY FOR 0.5 MILE TO
 BP0820'A SIDE ROAD LEFT.  CONTINUE NORTH ON BLADED ROAD FOR 0.05 MILE
 BP0820'TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO EAST ON DIM
 BP0820'TRACK ROAD FOR 0.05 MILE TO STATION GREGG.  STATION IS IN THE
 BP0820'VICINITY OF STATION GREGG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1204 ***********************************************************************
 CR1204  DESIGNATION -  GREGGTON
 CR1204  PID         -  CR1204
 CR1204  STATE/COUNTY-  TX/GREGG
 CR1204  USGS QUAD   -  WHITE OAK (1978)
 CR1204
 CR1204                         *CURRENT SURVEY CONTROL
 CR1204  ___________________________________________________________________
 CR1204* NAD 83(1993)-  32 30 22.78951(N)    094 48 06.54757(W)     ADJUSTED  
 CR1204* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 CR1204  ___________________________________________________________________
 CR1204  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CR1204  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CR1204
 CR1204  HORZ ORDER  -  SECOND
 CR1204
 CR1204.The horizontal coordinates were established by classical geodetic methods
 CR1204.and adjusted by the National Geodetic Survey in February 1996..
 CR1204
 CR1204.The orthometric height was scaled from a topographic map.
 CR1204
 CR1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1204
 CR1204.The geoid height was determined by GEOID03.
 CR1204
 CR1204;                    North         East     Units Scale Factor Converg.
 CR1204;SPC TXNC     - 2,099,226.640   947,418.341   MT  0.99991760   +2 01 01.1
 CR1204;SPC TXNC     - 6,887,212.73  3,108,321.67   sFT  0.99991760   +2 01 01.1
 CR1204;UTM  15      - 3,597,991.375   330,738.622   MT  0.99995329   -0 58 06.7
 CR1204
 CR1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1204!SPC TXNC     -   0.99998437  x   0.99991760  =   0.99990198
 CR1204!UTM  15      -   0.99998437  x   0.99995329  =   0.99993767
 CR1204
 CR1204|---------------------------------------------------------------------|
 CR1204| PID    Reference Object                     Distance      Geod. Az  |
 CR1204|                                                           dddmmss.s |
 CR1204| CX5931 GREGGTON RM 1                        45.215 METERS 02815     |
 CR1204| CR1146 LONGVIEW MUNICIPAL TANK             APPROX. 8.4 KM 1080123.4 |
 CR1204| CR1144 LONGVIEW RAD KLTI MAST KLUE         APPROX. 9.5 KM 1315058.3 |
 CR1204| CX5930 GREGGTON AZ MK                                     1442047.6 |
 CR1204| CR1149 AIRPORT BN GREGG APT LONGVIEW       APPROX.15.3 KM 1492224.8 |
 CR1204| CR1165 PAN AMERICAN PLINE CO RAD MAST      APPROX. 5.4 KM 2384642.6 |
 CR1204| CX5932 GREGGTON RM 2                        30.143 METERS 26645     |
 CR1204|---------------------------------------------------------------------|
 CR1204
 CR1204                          SUPERSEDED SURVEY CONTROL
 CR1204
 CR1204  NAD 83(1986)-  32 30 22.79736(N)    094 48 06.53532(W) AD(       ) 2
 CR1204  NAD 27      -  32 30 22.26640(N)    094 48 05.76240(W) AD(       ) 2
 CR1204
 CR1204.Superseded values are not recommended for survey control.
 CR1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1204.See file dsdata.txt to determine how the superseded data were derived.
 CR1204
 CR1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3073997991(NAD 83)
 CR1204_MARKER: DS = TRIANGULATION STATION DISK
 CR1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1204_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1204
 CR1204  HISTORY     - Date     Condition        Report By
 CR1204  HISTORY     - 1950     MONUMENTED       CGS
 CR1204  HISTORY     - 1955     GOOD             TXHD
 CR1204  HISTORY     - 1961     SEE DESCRIPTION  CGS
 CR1204  HISTORY     - 1965     MARK NOT FOUND   LOCSUR
 CR1204  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR1204
 CR1204                          STATION DESCRIPTION
 CR1204
 CR1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1204'THE STATION IS LOCATED APPROXIMATELY 0.4 MILE WEST OF THE
 CR1204'CENTER OF GREGGTON AND 200 FEET SOUTH OF A TOURIST COURT.
 CR1204'IT IS 53 FEET EAST OF THE CENTERLINE OF A STREET, 40 FEET
 CR1204'NORTH OF THE CENTERLINE OF A STREET AND 16.8 FEET NORTHEAST
 CR1204'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 CR1204'STAMPED GREGGTON 1950.
 CR1204'
 CR1204'REFERENCE MARK NO. 1 IS 76 FEET NORTHWEST OF THE NORTHWEST
 CR1204'CORNER OF AN ABANDONED BRICK HOUSE AND 52 FEET SOUTH OF THE
 CR1204'CONCRETE WALL AT THE REAR OF THE TOURIST COURT.  THE MARK
 CR1204'PROJECTS 10 INCHES AND THE DISK IS STAMPED GREGGTON NO 1
 CR1204'1950.
 CR1204'
 CR1204'REFERENCE MARK NO. 2 IS 44 FEET WEST OF THE CENTERLINE OF THE
 CR1204'STREET AND 31 FEET NORTH OF THE CENTERLINE OF THE EAST AND
 CR1204'WEST STREET.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 CR1204'STAMPED GREGGTON NO 2 1950.
 CR1204'
 CR1204'AZIMUTH MARK IS 23 FEET SOUTHEAST OF THE CENTERLINE OF THE CURVE
 CR1204'IN THE ROAD, 19 FEET EAST OF THE SOUTH END OF A CONCRETE CULVERT
 CR1204'AND 1 FOOT NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 CR1204'8 INCHES AND THE DISK IS STAMPED GREGGTON 1950.
 CR1204'
 CR1204'TO REACH FROM THE TRAFFIC LIGHT IN GREGGTON, GO WEST ON U.S.
 CR1204'HIGHWAY 80 FOR 0.3 MILE TO A SIDE STREET LEFT JUST EAST OF
 CR1204'A WHITE CHURCH, TURN LEFT (SOUTH) 0.05 MILE TO A SIDE STREET
 CR1204'RIGHT, TURN RIGHT (WEST) 0.1 MILE TO A SIDE STREET RIGHT AND THE
 CR1204'STATION AS DESCRIBED.
 CR1204'
 CR1204'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1 MILE,
 CR1204'TURN RIGHT 0.25 MILE TO POINT WHERE ROAD TURNS RIGHT (WEST) AND THE
 CR1204'MARK AS DESCRIBED.
 CR1204'
 CR1204'A 74 FT. SIGNAL AT LONGVIEW IS VISIBLE AT 15 FT. OR V.G.
 CR1204'BY CLEARING ONE SMALL BUSHY TREE.
 CR1204'
 CR1204'A 110 FT. SIGNAL AT LAIRD IS V.G.
 CR1204'
 CR1204'A 100 FT. SIGNAL AT WHITEOAK IS VISIBLE AT 25 FT.
 CR1204'
 CR1204'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CR1204
 CR1204                          STATION RECOVERY (1955)
 CR1204
 CR1204'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (NEW)
 CR1204'STATION AND REFERENCE MARKERS RECOVERED IN GOOD CONDITION
 CR1204'AS DESCRIBED.
 CR1204
 CR1204                          STATION RECOVERY (1961)
 CR1204
 CR1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 CR1204'THE SUBSURFACE STATION MARK, THE AZIMUTH MARK AND REFERENCE
 CR1204'MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE AREA AT
 CR1204'THE STATION HAS BEEN LEVELED AND CLEARED AND THE SURFACE MARK
 CR1204'WAS OUT OF THE GROUND.  THE SUB-SURFACE MARK WAS RECOVERED,
 CR1204'ITS POSITION WAS CAREFULLY MAINTAINED AND A NEW SUBSURFACE
 CR1204'MARK WAS SET ABOUT 2 FEET LOWER.  A SURFACE MARK WAS SET IN
 CR1204'POSITION OVER THE LOWER MARK, ABOUT FLUSH WITH THE SURFACE
 CR1204'OF THE AREA.  THE DISKS WERE STAMPED GREGGTON 1950 1961.
 CR1204'
 CR1204'REFERENCE MARK NO. 1 WAS NOT RECOVERED AND IS BELIEVED IN
 CR1204'PLACE UNDER A FILL.  DUE TO EVIDENCE OF RESIDENTIAL BUILDING
 CR1204'IN THE AREA AN ADDITIONAL REFERENCE MARK WAS NOT SET.
 CR1204'
 CR1204'THE AZIMUTH MARK WAS RECOVERED IN PLACE BUT IS NO LONGER
 CR1204'VISIBLE FROM THE STATION DUE TO A RESIDENCE IN THE LINE.
 CR1204'
 CR1204'THE STATION IS 41 FEET NORTH OF THE CENTERLINE OF HILLTOP
 CR1204'DRIVE, 62 FT. WNW OF A POWER POLE AND 163 FEET SOUTH OF THE
 CR1204'TELEVISION ANTENNA POLE FOR THE BROADWAY TERRACE COURT
 CR1204'AND IS AT THE SOUTH SIDE OF THE BLOCK FROM THE COURT.
 CR1204'
 CR1204'TO REACH THE STATION WHICH IS IN THE WEST SIDE OF LONGVIEW.
 CR1204'GO SOUTH FROM HIGHWAY NO. 80 ON S. LANE WELLS STREET 1 BLOCK.
 CR1204'THEN TURN RIGHT ON HILLTOP DRIVE AND GO WEST 1/2 BLOCK TO THE
 CR1204'TOP OF THE HILL AND THE STATION ON THE LEFT.
 CR1204'
 CR1204'STATION WAS FOUND UPROOTED AND LAYING ON THE GROUND.  R.M. 1
 CR1204'WAS NOT NOT FOUND.  R.M. 2 WAS FOUND IN GOOD SHAPE.
 CR1204
 CR1204                          STATION RECOVERY (1965)
 CR1204
 CR1204'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 CR1204'RECOVERED BY BUCE AND ASSOC.
 CR1204'
 CR1204'THE STATION SITE WAS VISITED AND THE STATION AND R.M. 1
 CR1204'WERE NOT FOUND.  R.M. 2 REMAINS IN GOOD CONDITION.  THE AZIMUTH
 CR1204'WAS NOT SEARCH FOR.  THE AREA WHERE THE STATION AND R.M.S
 CR1204'WERE HAS BEEN GRADED OFF.  IT IS ASSUMED THEY WERE DESTROYED.
 CR1204
 CR1204                          STATION RECOVERY (1991)
 CR1204
 CR1204'RECOVERY NOTE BY US POWER SQUADRON 1991 (ND)
 CR1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1202 ***********************************************************************
 CR1202  DESIGNATION -  GREGGTON MUNICIPAL TANK
 CR1202  PID         -  CR1202
 CR1202  STATE/COUNTY-  TX/GREGG
 CR1202  USGS QUAD   -  WHITE OAK (1978)
 CR1202
 CR1202                         *CURRENT SURVEY CONTROL
 CR1202  ___________________________________________________________________
 CR1202* NAD 83(1993)-  32 30 28.51478(N)    094 47 44.80048(W)     ADJUSTED  
 CR1202* NAVD 88     -                                                        
 CR1202  ___________________________________________________________________
 CR1202  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CR1202  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CR1202
 CR1202  HORZ ORDER  -  THIRD
 CR1202
 CR1202.The horizontal coordinates were established by classical geodetic methods
 CR1202.and adjusted by the National Geodetic Survey in February 1996..
 CR1202
 CR1202
 CR1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1202
 CR1202.The geoid height was determined by GEOID03.
 CR1202
 CR1202;                    North         East     Units Scale Factor Converg.
 CR1202;SPC TXNC     - 2,099,422.873   947,979.386   MT  0.99991734   +2 01 12.9
 CR1202;SPC TXNC     - 6,887,856.54  3,110,162.37   sFT  0.99991734   +2 01 12.9
 CR1202;UTM  15      - 3,598,158.126   331,309.145   MT  0.99995091   -0 57 55.1
 CR1202
 CR1202                          SUPERSEDED SURVEY CONTROL
 CR1202
 CR1202  NAD 83(1986)-  32 30 28.52264(N)    094 47 44.78826(W) AD(       ) 4
 CR1202  NAD 27      -  32 30 27.99100(N)    094 47 44.02000(W) AD(       ) 3
 CR1202
 CR1202.Superseded values are not recommended for survey control.
 CR1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1202.See file dsdata.txt to determine how the superseded data were derived.
 CR1202
 CR1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3130998158(NAD 83)
 CR1202_MARKER: 53 = ELEVATED TANK
 CR1202
 CR1202  HISTORY     - Date     Condition        Report By
 CR1202  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1202  HISTORY     - 1956     GOOD             CGS
 CR1202  HISTORY     - 1957     GOOD             CGS
 CR1202  HISTORY     - 19910421 MARK NOT FOUND   USPSQD
 CR1202
 CR1202                          STATION DESCRIPTION
 CR1202
 CR1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1202'THIS STATION IS LOCATED JUST NORTH OF THE POST OFFICE, IN
 CR1202'GREGGTON.  IT IS A 6 LEGGED STEEL STRUCTURE, ABOUT 120 FEET
 CR1202'HIGH, 60 FEET IN DIAMETER AT THE BASE, AND IS SILVER IN COLOR.
 CR1202'
 CR1202'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CR1202
 CR1202                          STATION RECOVERY (1956)
 CR1202
 CR1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 CR1202'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CR1202'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 CR1202
 CR1202                          STATION RECOVERY (1957)
 CR1202
 CR1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1202'THE STATION IS LOCATED NEAR THE CENTER OF GREGGTON.  IT IS 72
 CR1202'FEET WEST OF NORTH SUPPLY STREET AND 90 FEET SOUTH OF WEST 1ST
 CR1202'STREET.  THE TANK IS MUSHROOM IN SHAPE WITH A BALL AT THE
 CR1202'APEX AND IS PAINTED SILVER IN COLOR.  IT IS SUPPORTED BY A
 CR1202'6 LEGGED STELL STRUCTURE.  THE APPROX. HEIGHT IS 130 FEET.
 CR1202'
 CR1202'THE BALL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
 CR1202
 CR1202                          STATION RECOVERY (1991)
 CR1202
 CR1202'RECOVERY NOTE BY US POWER SQUADRON 1991 (ND)
 CR1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2049 ***********************************************************************
 BL2049  DESIGNATION -  GREGORY
 BL2049  PID         -  BL2049
 BL2049  STATE/COUNTY-  TX/TYLER
 BL2049  USGS QUAD   -  BOGGY LAKE (1984)
 BL2049
 BL2049                         *CURRENT SURVEY CONTROL
 BL2049  ___________________________________________________________________
 BL2049* NAD 83(1993)-  30 58 05.21080(N)    094 19 37.85101(W)     ADJUSTED  
 BL2049* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 BL2049  ___________________________________________________________________
 BL2049  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BL2049  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BL2049
 BL2049  HORZ ORDER  -  FIRST
 BL2049
 BL2049.The horizontal coordinates were established by classical geodetic methods
 BL2049.and adjusted by the National Geodetic Survey in February 1996..
 BL2049
 BL2049.The orthometric height was scaled from a topographic map.
 BL2049
 BL2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2049
 BL2049.The geoid height was determined by GEOID03.
 BL2049
 BL2049;                    North         East     Units Scale Factor Converg.
 BL2049;SPC TX C     - 3,159,756.712 1,273,457.465   MT  0.99988191   +3 05 36.7
 BL2049;SPC TX C     -10,366,635.15  4,178,001.70   sFT  0.99988191   +3 05 36.7
 BL2049;UTM  15      - 3,426,823.633   373,251.762   MT  0.99979817   -0 40 58.8
 BL2049
 BL2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2049!SPC TX C     -   0.99998320  x   0.99988191  =   0.99986511
 BL2049!UTM  15      -   0.99998320  x   0.99979817  =   0.99978137
 BL2049
 BL2049:                Primary Azimuth Mark                     Grid Az
 BL2049:SPC TX C     -  CYCLONE HILL LOOKOUT TOWER               025 03 01.2
 BL2049:UTM  15      -  CYCLONE HILL LOOKOUT TOWER               028 49 36.7
 BL2049
 BL2049|---------------------------------------------------------------------|
 BL2049| PID    Reference Object                     Distance      Geod. Az  |
 BL2049|                                                           dddmmss.s |
 BL2049| BY2634 CYCLONE HILL LOOKOUT TOWER          APPROX.15.1 KM 0280837.9 |
 BL2049| BY2633 HIPOINT LOOKOUT TOWER               APPROX.29.8 KM 0382622.2 |
 BL2049| CV7660 GREGORY RM 1                         70.787 METERS 13310     |
 BL2049| CV7661 GREGORY RM 2                        200.601 METERS 22900     |
 BL2049|---------------------------------------------------------------------|
 BL2049
 BL2049                          SUPERSEDED SURVEY CONTROL
 BL2049
 BL2049  NAD 83(1986)-  30 58 05.22389(N)    094 19 37.84328(W) AD(       ) 1
 BL2049  NAD 27      -  30 58 04.51600(N)    094 19 37.13300(W) AD(       ) 1
 BL2049
 BL2049.Superseded values are not recommended for survey control.
 BL2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2049.See file dsdata.txt to determine how the superseded data were derived.
 BL2049
 BL2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ7325226824(NAD 83)
 BL2049_MARKER: DS = TRIANGULATION STATION DISK
 BL2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2049
 BL2049  HISTORY     - Date     Condition        Report By
 BL2049  HISTORY     - 1931     MONUMENTED       CGS
 BL2049  HISTORY     - 1949     GOOD             CGS
 BL2049  HISTORY     - 1949     GOOD             CGS
 BL2049  HISTORY     - 1966     GOOD             CGS
 BL2049
 BL2049                          STATION DESCRIPTION
 BL2049
 BL2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2049'ABOUT 6-3/4 MILES, AIR LINE, NE OF COLMESNEIL, 4-3/4 MILES
 BL2049'SE OF ROCKLAND, 0.2 MILE NE OF GREGORY CEMETERY, AND 1/3
 BL2049'MILE SW OF NEILAND SPRING, ON A SANDY LOGGED-OFF KNOLL,
 BL2049'THE HIGHEST POINT IN THE VICINITY.
 BL2049'
 BL2049'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2049'DISKS SET IN CONCRETE.
 BL2049'
 BL2049'REFERENCE MARK NO. 1 IS 2 METERS (7 FEET) W OF ROAD, AND
 BL2049'70.78 METERS (232.2 FEET) FROM STATION S 46 DEG 05 MIN E.
 BL2049'
 BL2049'REFERENCE MARK NO. 2 IS 0.2 METER (0.7 FOOT) W OF ROAD, AND
 BL2049'130 METERS (427 FEET) FROM STATION S 49 DEG 01 MIN W.
 BL2049'
 BL2049'REACHED FROM COLMESNEIL BY GOING N ON HIGHWAY 40 FOR 3-1/4
 BL2049'MILES, THENCE E ON COUNTY ROAD S OF RAILROAD FOR 3.9 MILES
 BL2049'TO FORK AT BLAZED TREE, THENCE ALONG LEFT FORK N 0.7 MILE
 BL2049'TO CROSS ROAD AND STATION.  STATION IS 13.0 METERS (43 FEET)
 BL2049'S OF A HICKORY TREE USED AS A FORESTRY LOOKOUT 72 METERS
 BL2049'(236 FEET) W OF ROAD TO N, AND 45 METERS (148 FEET) N OF
 BL2049'ROAD TO W.
 BL2049
 BL2049                          STATION RECOVERY (1949)
 BL2049
 BL2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2049'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 BL2049'WERE RECOVERED AND ARE IN GOOD CONDITION.
 BL2049'
 BL2049'THE DISTANCE TO REFERENCE MARK NO. 2 WAS IN ERROR.  AN ECCENTRIC
 BL2049'STATION IS NOW NECESSARY AS THE SMITH FERRY LOOKOUT TOWER
 BL2049'HAS BEEN ERECTED OVER THE STATION.  HIGHWAY NO. 40 IS NOW
 BL2049'U.S. HIGHWAY NO. 69.  THE ONE ROAD MENTIONED IN THE ORIGINAL
 BL2049'DESCRIPTION AS TO DESCRIBING THE REFERENCE MARKS HAS BEEN
 BL2049'ABANDONED.
 BL2049'
 BL2049'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BL2049'
 BL2049'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF COLMESNEIL,
 BL2049'ABOUT 5 MILES SOUTHEAST OF ROCKLAND, 0.2 MILE NORTHEAST
 BL2049'OF THE GREGORY CEMETERY AND IS ON THE HIGHEST POINT IN THE
 BL2049'VICINITY.  IT IS IN THE CENTER OF AND UNDER THE SMITH FERRY
 BL2049'LOOKOUT TOWER.  IT IS STAMPED GREGORY 1931 AND PROJECTS
 BL2049'2 INCHES.
 BL2049'
 BL2049'REFERENCE MARK NO. 1 IS 39 FEET EAST OF THE CENTER OF THE
 BL2049'SAND ROAD.  IT IS STAMPED GREGORY NO 1 1931 AND PROJECTS
 BL2049'10 INCHES.
 BL2049'
 BL2049'REFERENCE MARK NO. 2 IS IN THE CENTER OF A FOUR FOOT CLEARED
 BL2049'PATH THROUGH SCRUB TIMBER AND NEAR THE TOP OF A RIDGE.  IT
 BL2049'IS STAMPED GREGORY NO 2 1931 AND PROJECTS 8 INCHES.
 BL2049'
 BL2049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 BL2049'AND FARM ROUTE 256 IN COLMESNEIL, GO NORTHERLY ON U.S. HIGHWAY
 BL2049'69 FOR 2.2 MILES TO SIDE ROAD ON THE RIGHT, TURN RIGHT ON THE
 BL2049'SIDE ROAD, CROSSING RAILROAD, AND GO 0.6 MILE TO A T ROAD,
 BL2049'TURN LEFT AND FOLLOW THE MAIN TRAVELED GRADED ROAD (ALONG
 BL2049'POWER LINE THEN TELEPHONE LINE) FOR 5.3 MILES TO A SIDE
 BL2049'ROAD ON THE LEFT, TURN LEFT ON A SANDY ROAD AND GO 0.15
 BL2049'MILE TO THE LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 BL2049'
 BL2049'A 113 FOOT SIGNAL AT WOODVILLE 1931 IS VISIBLE AT 77 FEET.
 BL2049'
 BL2049'A 100 FOOT SIGNAL AT CAMP 1935 IS VISIBLE AT 77 FEET.
 BL2049'
 BL2049'A 74 FOOT SIGNAL AT CIMA IS VISIBLE AT 90 FEET.
 BL2049'
 BL2049'A 100 FOOT SIGNAL AT ENON IS VISIBLE AT 90 FEET.
 BL2049'
 BL2049'A 74 FOOT SIGNAL AT WOLF HILL IS VISIBLE AT 64 FEET.
 BL2049'
 BL2049'AN 84 FOOT SIGNAL AT MOSS HILL IS VISIBLE AT 64 FEET.
 BL2049'
 BL2049'AN 87 FOOT SIGNAL AT MOTT 1931 IS VISIBLE AT 77 FEET.
 BL2049
 BL2049                          STATION RECOVERY (1949)
 BL2049
 BL2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2049'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF COLMESNEIL,
 BL2049'ABOUT 5 MILES SOUTHEAST OF ROCKLAND AND 0.2 MILE NORTHEAST
 BL2049'OF THE GREGORY CEMETERY.  IT IS SITUATED IN SPARSE TIMBERLAND
 BL2049'AND ON THE HIGHEST POINT IN THE VICINITY.  IT IS ERECTED OVER
 BL2049'THE U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION
 BL2049'GREGORY 1931.
 BL2049'
 BL2049'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A HOUSE AT
 BL2049'THE TOP.  THE HOUSE HAS A PYRAMIDAL ROOF AND ITS OVERALL
 BL2049'HEIGHT IS 110 FEET.
 BL2049
 BL2049                          STATION RECOVERY (1966)
 BL2049
 BL2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2049'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 BL2049'CONDITION WITH NO NOTICEABLE DISPLACEMENT OF THE MARKS.
 BL2049'
 BL2049'DUE TO THE SMITH FERRY LOOKOUT TOWER BEING BUILT OVER THE CENTER OF
 BL2049'THE STATION GREGORY 2 WAS ESTABLISHED.  DUE TO TREES DISTANCE AND
 BL2049'DIRECTION TO THE REFERENCE MARKS COULD NOT BE OBTAINED.
 BL2049'
 BL2049'ALL MARKS WERE LEFT INTACT.  SEE DESCRIPTION OF GREGORY 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2050 ***********************************************************************
 BL2050  DESIGNATION -  GREGORY 2
 BL2050  PID         -  BL2050
 BL2050  STATE/COUNTY-  TX/TYLER
 BL2050  USGS QUAD   -  BOGGY LAKE (1984)
 BL2050
 BL2050                         *CURRENT SURVEY CONTROL
 BL2050  ___________________________________________________________________
 BL2050* NAD 83(1993)-  30 58 05.16609(N)    094 19 36.68227(W)     ADJUSTED  
 BL2050* NAVD 88     -       134.6    (meters)     442.     (feet)  VERTCON   
 BL2050  ___________________________________________________________________
 BL2050  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BL2050  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BL2050
 BL2050  HORZ ORDER  -  FIRST
 BL2050
 BL2050.The horizontal coordinates were established by classical geodetic methods
 BL2050.and adjusted by the National Geodetic Survey in February 1996..
 BL2050
 BL2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2050
 BL2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2050
 BL2050.The geoid height was determined by GEOID03.
 BL2050
 BL2050;                    North         East     Units Scale Factor Converg.
 BL2050;SPC TX C     - 3,159,757.011 1,273,488.506   MT  0.99988191   +3 05 37.3
 BL2050;SPC TX C     -10,366,636.13  4,178,103.54   sFT  0.99988191   +3 05 37.3
 BL2050;UTM  15      - 3,426,821.887   373,282.753   MT  0.99979807   -0 40 58.2
 BL2050
 BL2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2050!SPC TX C     -   0.99998326  x   0.99988191  =   0.99986517
 BL2050!UTM  15      -   0.99998326  x   0.99979807  =   0.99978133
 BL2050
 BL2050:                Primary Azimuth Mark                     Grid Az
 BL2050:SPC TX C     -  GREGORY 2 AZ MK                          158 46 43.6
 BL2050:UTM  15      -  GREGORY 2 AZ MK                          162 33 19.1
 BL2050
 BL2050|---------------------------------------------------------------------|
 BL2050| PID    Reference Object                     Distance      Geod. Az  |
 BL2050|                                                           dddmmss.s |
 BL2050| CV7662 GREGORY 2 AZ MK                                    1615220.9 |
 BL2050| BL2051 GREGORY 2 RM A 1966                  45.451 METERS 18453     |
 BL2050| CV7663 GREGORY 2 RM 3                       26.055 METERS 23148     |
 BL2050| BL2049 GREGORY                              31.046 METERS 27233     |
 BL2050|---------------------------------------------------------------------|
 BL2050
 BL2050                          SUPERSEDED SURVEY CONTROL
 BL2050
 BL2050  NAD 83(1986)-  30 58 05.17917(N)    094 19 36.67440(W) AD(       ) 1
 BL2050  NAD 27      -  30 58 04.47134(N)    094 19 35.96423(W) AD(       ) 1
 BL2050  NGVD 29 (07/19/86)  134.6    (m)          442.     (f) VERT ANG       
 BL2050
 BL2050.Superseded values are not recommended for survey control.
 BL2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2050.See file dsdata.txt to determine how the superseded data were derived.
 BL2050
 BL2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ7328326822(NAD 83)
 BL2050_MARKER: DS = TRIANGULATION STATION DISK
 BL2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2050
 BL2050  HISTORY     - Date     Condition        Report By
 BL2050  HISTORY     - 1966     MONUMENTED       CGS
 BL2050
 BL2050                          STATION DESCRIPTION
 BL2050
 BL2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2050'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF COLMESNEIL,
 BL2050'5 MILES SOUTHEAST OF ROCKLAND AND NEAR THE SMITH FERRY
 BL2050'LOOKOUT TOWER.  THE PROPERTY IS OWNED BY THE KIRBY LUMBER
 BL2050'COMPANY.
 BL2050'
 BL2050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69
 BL2050'AND 287 IN THE NORTH EDGE OF WOODVILLE, GO NORTH ON U.S.
 BL2050'HIGHWAY 69 FOR 9.6 MILES TO THE VILLAGE OF COLMESNEIL.
 BL2050'CONTINUE AHEAD AND GO NORTH ON U.S. HIGHWAY 69 FOR 2.4
 BL2050'MILES TO THE JUNCTION OF FARM ROAD 2628.  TURN RIGHT AND
 BL2050'GO EASTERLY ON FARM ROAD 2628 FOR 5.1 MILES TO THE END OF
 BL2050'PAVED ROAD.  CONTINUE AHEAD ON SAND ROAD FOR 1.1 MILES TO
 BL2050'A FORK.  TAKE THE LEFT FORK ON SAND ROAD FOR 0.15 MILE TO
 BL2050'A SIDE ROAD LEFT AND AZIMUTH MARK ON THE LEFT.  TURN LEFT
 BL2050'AND GO NORTHERLY ON SAND ROAD FOR 0.15 MILE TO THE SMITH
 BL2050'FERRY LOOKOUT TOWER AND STATION.
 BL2050'
 BL2050'STATION MARK IS A STANDARD DISK, STAMPED GREGORY 2 1966,
 BL2050'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 BL2050'GROUND SURFACE.  IT IS 86 FEET EAST NORTHEAST OF THE SOUTH
 BL2050'EAST CORNER OF A FENCE AROUND THE LOOKOUT TOWER, 42 FEET
 BL2050'NORTH OF A POWERLINE POLE AND 5 FEET WEST OF A METAL
 BL2050'WITNESS POST WITH SIGN ATTACHED.
 BL2050'
 BL2050'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREGORY NO 1
 BL2050'1931, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 BL2050'PROJECTING 6 INCHES.  IT IS 39 FEET NORTH OF THE CENTER OF
 BL2050'THE SAND ROAD.
 BL2050'
 BL2050'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GREGORY 2
 BL2050'NO 3 1966, SET IN THE TOP OF A ROUND CONCRETE POST
 BL2050'PROJECTING 2 INCHES.  IT IS 48 FEET SOUTHWEST OF THE
 BL2050'POWERLINE POLE AND 45.5 FEET SOUTHEAST OF THE SOUTHEAST
 BL2050'CORNER OF THE FENCE.
 BL2050'
 BL2050'GREGORY 1931 IS A STANDARD DISK, STAMPED GREGORY 1931, SET
 BL2050'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 BL2050'6 INCHES.  IT IS AT THE DETERMINED CENTER OF THE BASE OF
 BL2050'THE LOOKOUT TOWER.
 BL2050'
 BL2050'AZIMUTH MARK IS A STANDARD DISK, STAMPED GREGORY 2 1966,
 BL2050'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 BL2050'GROUND SURFACE.  IT IS 128 FEET WEST OF A SAND ROAD, 65
 BL2050'FEET SOUTHWEST OF A POWERLINE POLE, 32 FEET SOUTH OF A
 BL2050'SAND ROAD AND 1.5 FEET WEST OF A METAL WITNESS POST WITH
 BL2050'SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2051 ***********************************************************************
 BL2051  DESIGNATION -  GREGORY 2 RM A 1966
 BL2051  PID         -  BL2051
 BL2051  STATE/COUNTY-  TX/TYLER
 BL2051  USGS QUAD   -  BOGGY LAKE (1984)
 BL2051
 BL2051                         *CURRENT SURVEY CONTROL
 BL2051  ___________________________________________________________________
 BL2051* NAD 83(1993)-  30 58 03.69562(N)    094 19 36.82792(W)     ADJUSTED  
 BL2051* NAVD 88     -       133.6    (meters)     438.     (feet)  VERTCON   
 BL2051  ___________________________________________________________________
 BL2051  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BL2051  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BL2051
 BL2051  HORZ ORDER  -  FIRST
 BL2051
 BL2051.The horizontal coordinates were established by classical geodetic methods
 BL2051.and adjusted by the National Geodetic Survey in February 1996..
 BL2051
 BL2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2051
 BL2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2051
 BL2051.The geoid height was determined by GEOID03.
 BL2051
 BL2051;                    North         East     Units Scale Factor Converg.
 BL2051;SPC TX C     - 3,159,711.588 1,273,487.091   MT  0.99988192   +3 05 37.2
 BL2051;SPC TX C     -10,366,487.10  4,178,098.90   sFT  0.99988192   +3 05 37.2
 BL2051;UTM  15      - 3,426,776.660   373,278.349   MT  0.99979808   -0 40 58.3
 BL2051
 BL2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2051!SPC TX C     -   0.99998342  x   0.99988192  =   0.99986534
 BL2051!UTM  15      -   0.99998342  x   0.99979808  =   0.99978150
 BL2051
 BL2051|---------------------------------------------------------------------|
 BL2051| PID    Reference Object                     Distance      Geod. Az  |
 BL2051|                                                           dddmmss.s |
 BL2051| BL2050 GREGORY 2                            45.451 METERS 00453     |
 BL2051| BL0006 CIMA                                APPROX. 9.3 KM 2464945.0 |
 BL2051|---------------------------------------------------------------------|
 BL2051
 BL2051                          SUPERSEDED SURVEY CONTROL
 BL2051
 BL2051  NAD 83(1986)-  30 58 03.70864(N)    094 19 36.82005(W) AD(       ) 1
 BL2051  NAD 27      -  30 58 03.00084(N)    094 19 36.10985(W) AD(       ) 1
 BL2051  NGVD 29 (07/19/86)  133.6    (m)          438.     (f) VERT ANG       
 BL2051
 BL2051.Superseded values are not recommended for survey control.
 BL2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2051.See file dsdata.txt to determine how the superseded data were derived.
 BL2051
 BL2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ7327826777(NAD 83)
 BL2051_MARKER: DS = TRIANGULATION STATION DISK
 BL2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2051_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2051
 BL2051  HISTORY     - Date     Condition        Report By
 BL2051  HISTORY     - 1966     MONUMENTED       CGS
 BL2051
 BL2051                          STATION DESCRIPTION
 BL2051
 BL2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL2051'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF COLMESNEIL,
 BL2051'5 MILES SOUTHEAST OF ROCKLAND AND NEAR THE SMITH FERRY
 BL2051'LOOKOUT TOWER.  THE PROPERTY IS OWNED BY THE KIRBY LUMBER
 BL2051'COMPANY.
 BL2051'
 BL2051'STATION MARK IS A STANDARD DISK, STAMPED GREGORY 2 RM A
 BL2051'1966, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 BL2051'1 INCH.  IT IS 156 FEET SOUTH SOUTHEAST OF THE SOUTHEAST
 BL2051'CORNER OF A FENCE AROUND THE LOOKOUT TOWER, 37 FEET NORTH-
 BL2051'EAST OF AN 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 BL2051'NORTH SIDE AND 28 FEET WEST OF THE CENTER OF A SAND ROAD.
 BL2051'
 BL2051'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BL2051'GREGORY 2, THE DISTANCE BEING 45.4506 METERS AND OR
 BL2051'149.116 FEET NORTH.
 BL2051'
 BL2051'FOR TO REACH SEE DESCRIPTION OF GREGORY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1320 ***********************************************************************
 AH1320  DESIGNATION -  GREGORY CATHOLIC CH STEEPLE
 AH1320  PID         -  AH1320
 AH1320  STATE/COUNTY-  TX/SAN PATRICIO
 AH1320  USGS QUAD   -  GREGORY (1975)
 AH1320
 AH1320                         *CURRENT SURVEY CONTROL
 AH1320  ___________________________________________________________________
 AH1320* NAD 83(1993)-  27 55 03.31703(N)    097 17 37.33931(W)     ADJUSTED  
 AH1320* NAVD 88     -                                                        
 AH1320  ___________________________________________________________________
 AH1320  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AH1320  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH1320
 AH1320  HORZ ORDER  -  THIRD
 AH1320
 AH1320.The horizontal coordinates were established by classical geodetic methods
 AH1320.and adjusted by the National Geodetic Survey in February 1996..
 AH1320
 AH1320
 AH1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1320
 AH1320.The geoid height was determined by GEOID03.
 AH1320
 AH1320;                    North         East     Units Scale Factor Converg.
 AH1320;SPC TX S     - 5,249,961.716   418,744.395   MT  1.00002241   +0 32 51.6
 AH1320;SPC TX S     -17,224,249.40  1,373,830.57   sFT  1.00002241   +0 32 51.6
 AH1320;SPC TXSC     - 4,010,564.066   767,983.801   MT  1.00016622   +0 50 09.4
 AH1320;SPC TXSC     -13,157,992.27  2,519,626.85   sFT  1.00016622   +0 50 09.4
 AH1320;UTM  14      - 3,089,244.053   667,908.695   MT  0.99994799   +0 47 56.7
 AH1320
 AH1320                          SUPERSEDED SURVEY CONTROL
 AH1320
 AH1320  NAD 83(1986)-  27 55 03.32396(N)    097 17 37.31667(W) AD(       ) 4
 AH1320  NAD 27      -  27 55 02.24000(N)    097 17 36.34000(W) AD(       ) 3
 AH1320
 AH1320.Superseded values are not recommended for survey control.
 AH1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1320.See file dsdata.txt to determine how the superseded data were derived.
 AH1320
 AH1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6790989244(NAD 83)
 AH1320_MARKER: 75 = BELFRY
 AH1320
 AH1320  HISTORY     - Date     Condition        Report By
 AH1320  HISTORY     - 1931     FIRST OBSERVED   CGS
 AH1320  HISTORY     - 1934     GOOD             CGS
 AH1320  HISTORY     - 1949     GOOD             CGS
 AH1320  HISTORY     - 1991     GOOD             USPSQD
 AH1320  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH1320
 AH1320                          STATION DESCRIPTION
 AH1320
 AH1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AH1320'STATION NOT PREVIOUSLY DESCRIBED.  THIS IS A WHITE CHURCH ON
 AH1320'THE S SIDE OF THE TOWN OF GREGORY AND IS LOCATED ON U.S. HIGHWAYS
 AH1320'77 AND 181.  THE BELFRY IS ON THE SW CORNER OF THE CHURCH AND
 AH1320'IS SURMOUNTED BY A CROSS.
 AH1320
 AH1320                          STATION RECOVERY (1949)
 AH1320
 AH1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1320'RECOVERED IN GOOD CONDITION.  THE STEEPLE HAS BEEN UNCHANGED
 AH1320'SINCE IT WAS BUILT IN THE NINETEEN TWENTIES, ACCORDING
 AH1320'TO INFORMATION RECEIVED FROM THE CATHOLIC PRIEST AT THE CHURCH.
 AH1320'
 AH1320'STATION IS LOCATED IN GREGORY, ABOUT 2,000 FEET SW OF THE
 AH1320'INTERSECTION OF STATE HIGHWAY 35 AND U.S. HIGHWAY 181, ON
 AH1320'THE NW SIDE OF U.S. HIGHWAY 181.  STATION IS THE SHORT STEEPLE
 AH1320'WITH A WHITE CROSS ON TOP ON THE SE CORNER OF THE CHURCH.
 AH1320
 AH1320                          STATION RECOVERY (1991)
 AH1320
 AH1320'RECOVERY NOTE BY US POWER SQUADRON 1991 (GG)
 AH1320'RECOVERED IN GOOD CONDITION.
 AH1320
 AH1320                          STATION RECOVERY (1995)
 AH1320
 AH1320'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1318 ***********************************************************************
 AH1318  DESIGNATION -  GREGORY RAD STA KWBU TOWER
 AH1318  PID         -  AH1318
 AH1318  STATE/COUNTY-  TX/SAN PATRICIO
 AH1318  USGS QUAD   -  GREGORY (1975)
 AH1318
 AH1318                         *CURRENT SURVEY CONTROL
 AH1318  ___________________________________________________________________
 AH1318* NAD 83(1993)-  27 56 03.71390(N)    097 15 32.76801(W)     ADJUSTED  
 AH1318* NAVD 88     -                                                        
 AH1318  ___________________________________________________________________
 AH1318  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1318  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH1318
 AH1318  HORZ ORDER  -  THIRD
 AH1318
 AH1318.The horizontal coordinates were established by classical geodetic methods
 AH1318.and adjusted by the National Geodetic Survey in February 1996..
 AH1318
 AH1318
 AH1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1318
 AH1318.The geoid height was determined by GEOID03.
 AH1318
 AH1318;                    North         East     Units Scale Factor Converg.
 AH1318;SPC TX S     - 5,251,853.886   422,132.245   MT  1.00002714   +0 33 48.2
 AH1318;SPC TX S     -17,230,457.29  1,384,945.54   sFT  1.00002714   +0 33 48.2
 AH1318;SPC TXSC     - 4,012,473.557   771,362.533   MT  1.00015911   +0 51 10.4
 AH1318;SPC TXSC     -13,164,256.99  2,530,711.91   sFT  1.00015911   +0 51 10.4
 AH1318;UTM  14      - 3,091,150.965   671,287.959   MT  0.99996214   +0 48 56.7
 AH1318
 AH1318                          SUPERSEDED SURVEY CONTROL
 AH1318
 AH1318  NAD 83(1986)-  27 56 03.71535(N)    097 15 32.74457(W) AD(       ) 4
 AH1318  NAD 27      -  27 56 02.66100(N)    097 15 31.78200(W) AD(       ) 3
 AH1318
 AH1318.Superseded values are not recommended for survey control.
 AH1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1318.See file dsdata.txt to determine how the superseded data were derived.
 AH1318
 AH1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7128891151(NAD 83)
 AH1318_MARKER: 43 = RADIO/TV TOWER
 AH1318
 AH1318  HISTORY     - Date     Condition        Report By
 AH1318  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1318  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH1318
 AH1318                          STATION DESCRIPTION
 AH1318
 AH1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1318'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF GREGORY
 AH1318'AND IS 1/2 MILE NORTH OF STATE HIGHWAY 35.
 AH1318'
 AH1318'IT IS A FOUR LEGGED STEEL STRUCTURE COMING TO A POINT WITH A
 AH1318'RED LIGHT AT ITS PEAK.  ITS OVERALL HEIGHT IS ABOUT 190 FEET.
 AH1318'
 AH1318'THE POINT OBSERVED UPON WAS THE LIGHT.
 AH1318
 AH1318                          STATION RECOVERY (1995)
 AH1318
 AH1318'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1633 ***********************************************************************
 AH1633  DESIGNATION -  GREGORY REYNOLDS METALS CO TK
 AH1633  PID         -  AH1633
 AH1633  STATE/COUNTY-  TX/SAN PATRICIO
 AH1633  USGS QUAD   -  GREGORY (1975)
 AH1633
 AH1633                         *CURRENT SURVEY CONTROL
 AH1633  ___________________________________________________________________
 AH1633* NAD 83(1993)-  27 53 40.96391(N)    097 15 11.23674(W)     ADJUSTED  
 AH1633* NAVD 88     -                                                        
 AH1633  ___________________________________________________________________
 AH1633  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AH1633  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AH1633
 AH1633  HORZ ORDER  -  THIRD
 AH1633
 AH1633.The horizontal coordinates were established by classical geodetic methods
 AH1633.and adjusted by the National Geodetic Survey in February 1996..
 AH1633
 AH1633
 AH1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1633
 AH1633.The geoid height was determined by GEOID03.
 AH1633
 AH1633;                    North         East     Units Scale Factor Converg.
 AH1633;SPC TX S     - 5,247,465.564   422,764.298   MT  1.00001611   +0 33 57.9
 AH1633;SPC TX S     -17,216,059.94  1,387,019.20   sFT  1.00001611   +0 33 57.9
 AH1633;UTM  14      - 3,086,765.718   671,939.259   MT  0.99996490   +0 49 02.9
 AH1633
 AH1633                          SUPERSEDED SURVEY CONTROL
 AH1633
 AH1633  NAD 83(1986)-  27 53 40.96920(N)    097 15 11.21938(W) AD(       ) 4
 AH1633
 AH1633.Superseded values are not recommended for survey control.
 AH1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1633.See file dsdata.txt to determine how the superseded data were derived.
 AH1633
 AH1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7193986766(NAD 83)
 AH1633_MARKER: 53 = ELEVATED TANK
 AH1633
 AH1633  HISTORY     - Date     Condition        Report By
 AH1633  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1633  HISTORY     - 19950610 GOOD             USPSQD
 AH1633
 AH1633                          STATION DESCRIPTION
 AH1633
 AH1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1633'THE STATION, GREGORY REYNOLDS METALS COMPANY WATER TANK IS LOCATED
 AH1633'ABOUT 4.7 KM (2.9 MI) SOUTHEAST OF GREGORY, 0.7 KM (0.45 MI)
 AH1633'SOUTHWEST OF STATE HIGHWAY 361, AT THE NORTH SIDE OF THE COMPANY
 AH1633'COMPLEX, ON THE NORTH SIDE OF BUILDING 30.
 AH1633'OWNERSHIP--REYNOLDS METALS COMPANY, GREGORY TX 78359, PHONE
 AH1633'512-643-6531.
 AH1633'
 AH1633'THE LANDMARK IS THE VENT TOP CENTER ON THE ELLIPSOIDAL ROOFED TANK,
 AH1633'WITH 6 TUBULAR LEGS, WITH AN OVERALL HEIGHT OF 35 METERS (115 FT).
 AH1633'TANK IS PAINTED WHITE WITH A GREEN RISER AND A RED AND BLACK
 AH1633'STRIPED ROOF.
 AH1633'
 AH1633'DESCRIBED BY G.R. HEID.
 AH1633
 AH1633                          STATION RECOVERY (1995)
 AH1633
 AH1633'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1438 ***********************************************************************
 BZ1438  SACS        -  This is a Secondary Airport Control Station.
 BZ1438  DESIGNATION -  GREGPORT
 BZ1438  PID         -  BZ1438
 BZ1438  STATE/COUNTY-  TX/MCLENNAN
 BZ1438  USGS QUAD   -  SOUTH BOSQUE (1993)
 BZ1438
 BZ1438                         *CURRENT SURVEY CONTROL
 BZ1438  ___________________________________________________________________
 BZ1438* NAD 83(1993)-  31 29 09.54532(N)    097 18 38.74346(W)     ADJUSTED  
 BZ1438* NAVD 88     -       172.97   (meters)     567.5    (feet)  GPS OBS   
 BZ1438  ___________________________________________________________________
 BZ1438  X           -    -692,775.375 (meters)                     COMP
 BZ1438  Y           -  -5,399,909.968 (meters)                     COMP
 BZ1438  Z           -   3,312,037.976 (meters)                     COMP
 BZ1438  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 BZ1438  ELLIP HEIGHT-         145.59  (meters)          (03/15/01) GPS OBS
 BZ1438  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BZ1438
 BZ1438  HORZ ORDER  -  FIRST
 BZ1438  ELLP ORDER  -  FOURTH    CLASS II
 BZ1438
 BZ1438.This mark is at Mcgregor Muni (F60) Airport (F60)
 BZ1438
 BZ1438.The horizontal coordinates were established by GPS observations
 BZ1438.and adjusted by the National Geodetic Survey in November 1996..
 BZ1438
 BZ1438.The orthometric height was determined by GPS observations and a
 BZ1438.high-resolution geoid model.
 BZ1438
 BZ1438.GPS derived orthometric heights for airport stations designated as
 BZ1438.PACS or SACS are published to 2 decimal places.  This maintains
 BZ1438.centimeter relative accuracy between the PACS and SACS.  It does
 BZ1438.not indicate centimeter accuracy relative to other marks which are
 BZ1438.part of the NAVD 88 network.
 BZ1438
 BZ1438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ1438
 BZ1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1438
 BZ1438.The ellipsoidal height was determined by GPS observations
 BZ1438.and is referenced to NAD 83.
 BZ1438
 BZ1438.The geoid height was determined by GEOID03.
 BZ1438
 BZ1438;                    North         East     Units Scale Factor Converg.
 BZ1438;SPC TX C     - 3,205,584.933   987,135.054   MT  0.99991739   +1 33 24.5
 BZ1438;SPC TX C     -10,516,989.90  3,238,625.59   sFT  0.99991739   +1 33 24.5
 BZ1438;UTM  14      - 3,484,698.877   660,451.901   MT  0.99991754   +0 52 56.9
 BZ1438
 BZ1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1438!SPC TX C     -   0.99997714  x   0.99991739  =   0.99989453
 BZ1438!UTM  14      -   0.99997714  x   0.99991754  =   0.99989468
 BZ1438
 BZ1438:                Primary Azimuth Mark                     Grid Az
 BZ1438:SPC TX C     -  GREGPORT AZ MK                           222 29 28.8
 BZ1438:UTM  14      -  GREGPORT AZ MK                           223 09 56.4
 BZ1438
 BZ1438|---------------------------------------------------------------------|
 BZ1438| PID    Reference Object                     Distance      Geod. Az  |
 BZ1438|                                                           dddmmss.s |
 BZ1438| BZ1439 GREGPORT AZ MK                      APPROX. 0.9 KM 2240253.3 |
 BZ1438|---------------------------------------------------------------------|
 BZ1438
 BZ1438                          SUPERSEDED SURVEY CONTROL
 BZ1438
 BZ1438  ELLIP H (11/18/96)  145.67   (m)                       GP(       ) 4 2
 BZ1438  NAD 83(1993)-  31 29 09.54528(N)    097 18 38.74447(W) AD(       ) 3
 BZ1438  ELLIP H (02/16/96)  145.76   (m)                       GP(       ) 5 1
 BZ1438  NAD 83(1986)-  31 29 09.55581(N)    097 18 38.73251(W) AD(       ) 3
 BZ1438  NAD 27      -  31 29 08.93847(N)    097 18 37.71596(W) AD(       ) 3
 BZ1438  NGVD 29 (12/08/88)  172.7    (m)          567.     (f) GPS OBS        
 BZ1438
 BZ1438.Superseded values are not recommended for survey control.
 BZ1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1438.See file dsdata.txt to determine how the superseded data were derived.
 BZ1438
 BZ1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV6045284699(NAD 83)
 BZ1438_MARKER: I = METAL ROD
 BZ1438_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1438_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1438_STAMPING: GREGPORT 1987
 BZ1438_MARK LOGO: NGS   
 BZ1438_PROJECTION: FLUSH
 BZ1438_MAGNETIC: I = MARKER IS A STEEL ROD
 BZ1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1438+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 BZ1438_ROD/PIPE-DEPTH: 2.43 meters
 BZ1438_SLEEVE-DEPTH  : 0.76 meters
 BZ1438
 BZ1438  HISTORY     - Date     Condition        Report By
 BZ1438  HISTORY     - 1987     MONUMENTED       NGS
 BZ1438  HISTORY     - 19950212 GOOD             NGS
 BZ1438  HISTORY     - 20040315 GOOD             TRANS
 BZ1438
 BZ1438                          STATION DESCRIPTION
 BZ1438
 BZ1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BZ1438'THE STATION IS LOCATED ABOUT 19.0 KM (11.80 MI) SOUTHWEST OF WACO AND
 BZ1438'10 KM (6.20 MI) NORTHWEST OF MCGREGOR, AT THE MCGREGOR MUNICIPAL
 BZ1438'AIRPORT.  OWNERSHIP--CITY OF MCGREGOR, C/O MONTY BROWN, P.O. BOX 193,
 BZ1438'MCGREGOR TX 76657.  TELEPHONE NUMBER 817-848-4448.
 BZ1438'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84, STATE
 BZ1438'HIGHWAY 6 AND LOOP 340, ON THE SOUTHWEST SIDE OF WACO.  GO SOUTHWEST
 BZ1438'ON U.S. HIGHWAY 84 FOR 12.8 KM (7.95 MI) TO THE AIRPORT ENTRANCE ROAD
 BZ1438'ON THE RIGHT.  TURN RIGHT FOR 0.3 KM (0.20 MI) TO THE ADMINISTRATION
 BZ1438'BUILDING.  GO NORTHWEST ACROSS THE APRON AND TAXIWAY FOR 0.3 KM
 BZ1438'(0.20 MI) TO A GRAVEL ROAD, ALONG THE SOUTHEAST SIDE OF THE RUNWAY.
 BZ1438'TURN RIGHT ON THE GRAVEL ROAD FOR 0.5 KM (0.30 MI) TO THE STATION ON
 BZ1438'THE LEFT, THE NORTHWEST SIDE OF THE RUNWAY, IN THE ANGLE FORMED BY
 BZ1438'THE RUNWAY AND THE TAXIWAY, LEADING NORTHWEST.
 BZ1438'THE STATION IS SET 32.5 M (106.6 FT) SOUTH-SOUTHWEST OF THE CENTERLINE
 BZ1438'OF THE TAXIWAY, 27.4 M (89.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 BZ1438'RUNWAY AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 BZ1438'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BZ1438'DESCRIBED BY B.L.L.
 BZ1438'FALLS COUNTY WAS ENTERED BECAUSE THE COMPUTER WOULD NOT TAKE THE TRUE
 BZ1438'COUNTY--MCLENNAN.
 BZ1438
 BZ1438                          STATION RECOVERY (1995)
 BZ1438
 BZ1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BZ1438'THE STATION IS LOCATED ABOUT 19.0 KM (11.80 MI) SOUTHWEST OF WACO AND
 BZ1438'10 KM (6.20 MI) NORTHWEST OF MCGREGOR, AT THE MCGREGOR MUNICIPAL
 BZ1438'AIRPORT, IN THE EAST QUADRANT OF THE JUNCTION OF RUNWAY END 22 AND A
 BZ1438'TAXI.  OWNERSHIP--CITY OF MCGREGOR, AIRPORT MANAGER IS STU SHIREY,
 BZ1438'P.O.  BOX 20551, WACO, TX 76702.  PHONE 817-848-4448.  TO REACH THE
 BZ1438'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 84, STATE HIGHWAY 6 AND
 BZ1438'LOOP 340, ON THE SOUTHWEST SIDE OF WACO, GO SOUTHWEST ON HIGHWAY 84
 BZ1438'FOR 12.8 KM (7.95 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN
 BZ1438'RIGHT, NORTHERLY, ON THE ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO THE
 BZ1438'ADMINISTRATION BUILDING.  TURN LEFT, NORTHWEST, ACROSS THE APRON AND
 BZ1438'TAXI FOR 0.3 KM (0.20 MI) TO A GRAVEL ROAD ALONG THE SOUTHEAST SIDE OF
 BZ1438'THE RUNWAY.  TURN RIGHT, NORTHEAST, ON THE GRAVEL ROAD FOR 0.5 KM
 BZ1438'(0.30 MI) TO THE STATION ON THE LEFT.  THE STATION IS A STAINLESS
 BZ1438'STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE ENCASED IN A 12.7 CM PVC
 BZ1438'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 BZ1438'IT IS 30.2 M (99.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE TAXI,
 BZ1438'AND 27.4 M (89.9 FT) NORTHWEST OF THE CENTER OF THE RUNWAY.  DESCRIBED
 BZ1438'BY D.G.  AUG
 BZ1438
 BZ1438                          STATION RECOVERY (2004)
 BZ1438
 BZ1438'RECOVERY NOTE BY TRANSYSTEMS 2004 (MJB)
 BZ1438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1439 ***********************************************************************
 BZ1439  SACS        -  This is a Secondary Airport Control Station.
 BZ1439  DESIGNATION -  GREGPORT AZ MK
 BZ1439  PID         -  BZ1439
 BZ1439  STATE/COUNTY-  TX/MCLENNAN
 BZ1439  USGS QUAD   -  SOUTH BOSQUE (1993)
 BZ1439
 BZ1439                         *CURRENT SURVEY CONTROL
 BZ1439  ___________________________________________________________________
 BZ1439* NAD 83(1993)-  31 28 47.82148(N)    097 19 03.26279(W)     ADJUSTED  
 BZ1439* NAVD 88     -       173.34   (meters)     568.7    (feet)  GPS OBS   
 BZ1439  ___________________________________________________________________
 BZ1439  X           -    -693,461.821 (meters)                     COMP
 BZ1439  Y           -  -5,400,174.477 (meters)                     COMP
 BZ1439  Z           -   3,311,467.567 (meters)                     COMP
 BZ1439  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 BZ1439  ELLIP HEIGHT-         145.96  (meters)          (03/15/01) GPS OBS
 BZ1439  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BZ1439
 BZ1439  HORZ ORDER  -  FIRST
 BZ1439  ELLP ORDER  -  FOURTH    CLASS II
 BZ1439
 BZ1439.This mark is at Mcgregor Muni (F60) Airport (F60)
 BZ1439
 BZ1439.The horizontal coordinates were established by GPS observations
 BZ1439.and adjusted by the National Geodetic Survey in November 1996..
 BZ1439
 BZ1439.The orthometric height was determined by GPS observations and a
 BZ1439.high-resolution geoid model.
 BZ1439
 BZ1439.GPS derived orthometric heights for airport stations designated as
 BZ1439.PACS or SACS are published to 2 decimal places.  This maintains
 BZ1439.centimeter relative accuracy between the PACS and SACS.  It does
 BZ1439.not indicate centimeter accuracy relative to other marks which are
 BZ1439.part of the NAVD 88 network.
 BZ1439
 BZ1439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ1439
 BZ1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1439
 BZ1439.The ellipsoidal height was determined by GPS observations
 BZ1439.and is referenced to NAD 83.
 BZ1439
 BZ1439.The geoid height was determined by GEOID03.
 BZ1439
 BZ1439;                    North         East     Units Scale Factor Converg.
 BZ1439;SPC TX C     - 3,204,898.592   986,506.330   MT  0.99991651   +1 33 11.9
 BZ1439;SPC TX C     -10,514,738.13  3,236,562.85   sFT  0.99991651   +1 33 11.9
 BZ1439;UTM  14      - 3,484,019.986   659,815.143   MT  0.99991502   +0 52 43.5
 BZ1439
 BZ1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1439!SPC TX C     -   0.99997708  x   0.99991651  =   0.99989359
 BZ1439!UTM  14      -   0.99997708  x   0.99991502  =   0.99989210
 BZ1439
 BZ1439:                Primary Azimuth Mark                     Grid Az
 BZ1439:SPC TX C     -  GREGPORT                                 042 29 28.6
 BZ1439:UTM  14      -  GREGPORT                                 043 09 57.0
 BZ1439
 BZ1439|---------------------------------------------------------------------|
 BZ1439| PID    Reference Object                     Distance      Geod. Az  |
 BZ1439|                                                           dddmmss.s |
 BZ1439| BZ1438 GREGPORT                            APPROX. 0.9 KM 0440240.5 |
 BZ1439|---------------------------------------------------------------------|
 BZ1439
 BZ1439                          SUPERSEDED SURVEY CONTROL
 BZ1439
 BZ1439  ELLIP H (11/18/96)  146.04   (m)                       GP(       ) 4 2
 BZ1439  NAD 83(1993)-  31 28 47.82178(N)    097 19 03.26455(W) AD(       ) 3
 BZ1439  ELLIP H (02/16/96)  146.12   (m)                       GP(       ) 5 1
 BZ1439  NAD 83(1986)-  31 28 47.83232(N)    097 19 03.25258(W) AD(       ) 3
 BZ1439  NAD 27      -  31 28 47.21449(N)    097 19 02.23551(W) AD(       ) 3
 BZ1439  NGVD 29 (12/08/88)  173.1    (m)          568.     (f) GPS OBS        
 BZ1439
 BZ1439.Superseded values are not recommended for survey control.
 BZ1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1439.See file dsdata.txt to determine how the superseded data were derived.
 BZ1439
 BZ1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5981584020(NAD 83)
 BZ1439_MARKER: I = METAL ROD
 BZ1439_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1439_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1439_STAMPING: GREGPORT AZ MK 1987
 BZ1439_MARK LOGO: NGS   
 BZ1439_PROJECTION: FLUSH
 BZ1439_MAGNETIC: I = MARKER IS A STEEL ROD
 BZ1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1439+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 BZ1439_ROD/PIPE-DEPTH: 2.13 meters
 BZ1439_SLEEVE-DEPTH  : 0.76 meters
 BZ1439
 BZ1439  HISTORY     - Date     Condition        Report By
 BZ1439  HISTORY     - 1987     MONUMENTED       NGS
 BZ1439  HISTORY     - 19950212 GOOD             NGS
 BZ1439  HISTORY     - 20041116 GOOD             WALLAC
 BZ1439
 BZ1439                          STATION DESCRIPTION
 BZ1439
 BZ1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BZ1439'THE STATION IS LOCATED ABOUT 19.0 KM (11.80 MI) SOUTHWEST OF WACO AND
 BZ1439'10 KM (6.20 MI) NORTHWEST OF MCGREGOR, AT THE MCGREGOR MUNICIPAL
 BZ1439'AIRPORT.  OWNERSHIP--CITY OF MCGREGOR, C/O MONTY BROWN, P.O. BOX 193,
 BZ1439'MCGREGOR TX 76657.  TELEPHONE NUMBER 817-848-4448.
 BZ1439'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84, STATE
 BZ1439'HIGHWAY 6 AND LOOP 340, ON THE SOUTHWEST SIDE OF WACO.  GO SOUTHWEST
 BZ1439'ON U.S. HIGHWAY 84 FOR 12.8 KM (7.95 MI) TO THE AIRPORT ENTRANCE ROAD
 BZ1439'ON THE RIGHT.  TURN RIGHT FOR 0.3 KM (0.20 MI) TO THE ADMINISTRATION
 BZ1439'BUILDING.  GO NORTHWEST ACROSS THE APRON AND TAXIWAY FOR 0.3 KM
 BZ1439'(0.20 MI) TO A GRAVEL ROAD, ALONG THE SOUTHEAST SIDE OF THE RUNWAY.
 BZ1439'TURN LEFT ON THE GRAVEL ROAD FOR 0.5 KM (0.30 MI) TO THE AZIMUTH ON
 BZ1439'THE RIGHT, THE NORTHWEST SIDE OF THE NORTHEAST-SOUTHWEST RUNWAY, IN
 BZ1439'THE ANGLE FORMED BY THE INTERSECTION OF THE RUNWAYS.
 BZ1439'THE STATION IS SET 47.5 M (155.8 FT) EAST CENTERLINE OF RUNWAY 17-35,
 BZ1439'28.9 M (94.8 FT) NORTHWEST OF THE CENTERLINE OF RUNWAY 4-22, 23.1 M
 BZ1439'(75.8 FT) NORTHEAST OF A BLUE LIGHT, IN THE ANGLE OF THE RUNWAYS, 2.0
 BZ1439'M (6.6 FT) SOUTH OF A METAL AIRPORT SIGN AND 0.3 M (1.0 FT) EAST OF A
 BZ1439'WITNESS POST.
 BZ1439'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BZ1439'DESCRIBED BY V.L.F.
 BZ1439'FALLS COUNTY WAS ENTERED BECAUSE THE COMPUTER WOULD NOT TAKE THE TRUE
 BZ1439'COUNTY--MCLENNAN.
 BZ1439
 BZ1439                          STATION RECOVERY (1995)
 BZ1439
 BZ1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BZ1439'THE STATION IS LOCATED ABOUT 19.0 KM (11.80 MI) SOUTHWEST OF WACO AND
 BZ1439'10 KM (6.20 MI) NORTHWEST OF MCGREGOR, AT THE MCGREGOR MUNICIPAL
 BZ1439'AIRPORT, IN THE NORTHEAST QUADRANT OF THE JUNCTION OF RUNWAY ENDS 4
 BZ1439'AND 35.  OWNERSHIP--CITY OF MCGREGOR.  AIRPORT MANAGER IS STU SHIREY,
 BZ1439'P.O.  BOX 20551, WACO, TX 76702.  PHONE 817-848-4448.  TO REACH THE
 BZ1439'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 84, STATE HIGHWAY 6 AND
 BZ1439'LOOP 340, ON THE SOUTHWEST SIDE OF WACO, GO SOUTHWEST ON U.S. HIGHWAY
 BZ1439'84 FOR 12.8 KM (7.95 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 BZ1439'TURN RIGHT, NORTHERLY, ON THE ENTRANCE ROAD FOR 0.3 KM (0.20 MI) TO
 BZ1439'THE ADMINISTRATION BUILDING.  TURN LEFT, NORTHWEST, ACROSS THE APRON
 BZ1439'AND TAXI FOR 0.3 KM (0.20 MI) TO A GRAVEL ROAD ALONG THE SOUTHEAST
 BZ1439'SIDE OF THE RUNWAY.  TURN LEFT, SOUTHWEST, ON THE GRAVEL ROAD FOR 0.5
 BZ1439'KM (0.30 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE
 BZ1439'TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED SLEEVE ENCASED
 BZ1439'IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH
 BZ1439'WITH THE GROUND.  IT IS 46.3 M (151.9 FT) EAST OF THE CENTER OF RUNWAY
 BZ1439'17-35, 29.1 M (95.5 FT) NORTHWEST OF THE CENTER OF RUNWAY 4-22, 43.1 M
 BZ1439'(141.4 FT) NORTHEAST OF A BLUE LIGHT IN THE ANGLE OF THE RUNWAYS, 2.0
 BZ1439'M (6.6 FT) SOUTH OF A METAL AIRPORT SIGN, AND 0.3 M (1.0 FT) EAST OF A
 BZ1439'WITNESS POST. DESCRIBED BY D.G.  AUG
 BZ1439
 BZ1439                          STATION RECOVERY (2004)
 BZ1439
 BZ1439'RECOVERY NOTE BY THE WALLACE GROUP INC 2004
 BZ1439'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2087 ***********************************************************************
 AN2087  DESIGNATION -  GRETA
 AN2087  PID         -  AN2087
 AN2087  STATE/COUNTY-  TX/REFUGIO
 AN2087  USGS QUAD   -  QUINTANA (1979)
 AN2087
 AN2087                         *CURRENT SURVEY CONTROL
 AN2087  ___________________________________________________________________
 AN2087* NAD 83(1993)-  28 20 47.85253(N)    097 14 03.48643(W)     ADJUSTED  
 AN2087* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 AN2087  ___________________________________________________________________
 AN2087  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AN2087  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN2087
 AN2087  HORZ ORDER  -  SECOND
 AN2087
 AN2087.The horizontal coordinates were established by classical geodetic methods
 AN2087.and adjusted by the National Geodetic Survey in February 1996..
 AN2087
 AN2087.The orthometric height was scaled from a topographic map.
 AN2087
 AN2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2087
 AN2087.The geoid height was determined by GEOID03.
 AN2087
 AN2087;                    North         East     Units Scale Factor Converg.
 AN2087;SPC TXSC     - 4,058,196.077   773,113.734   MT  1.00001074   +0 51 54.1
 AN2087;SPC TXSC     -13,314,264.96  2,536,457.31   sFT  1.00001074   +0 51 54.1
 AN2087;UTM  14      - 3,136,867.258   673,064.356   MT  0.99996966   +0 50 18.9
 AN2087
 AN2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2087!SPC TXSC     -   1.00000180  x   1.00001074  =   1.00001254
 AN2087!UTM  14      -   1.00000180  x   0.99996966  =   0.99997146
 AN2087
 AN2087:                Primary Azimuth Mark                     Grid Az
 AN2087:SPC TXSC     -  GRETA AZ MK                              042 32 27.4
 AN2087:UTM  14      -  GRETA AZ MK                              042 34 02.6
 AN2087
 AN2087|---------------------------------------------------------------------|
 AN2087| PID    Reference Object                     Distance      Geod. Az  |
 AN2087|                                                           dddmmss.s |
 AN2087| AN1845 GRETA AZ MK                                        0432421.5 |
 AN2087| AN2089 HUMBLE GRETA DIST OFF RAD MAST      APPROX. 9.6 KM 0434924.6 |
 AN2087| CV4162 GRETA RM 1                           41.312 METERS 05326     |
 AN2087| CV4164 GRETA RM 3                           52.488 METERS 10004     |
 AN2087| CV4163 GRETA RM 2                           31.367 METERS 20301     |
 AN2087| AN2123 REFUGIO MUNICIPAL TANK              APPROX. 6.5 KM 2145022.6 |
 AN2087| AN2113 WOODSBORO MUNICIPAL TANK            APPROX.15.1 KM 2173858.6 |
 AN2087| AN2124 REFUGIO HEARD OIL CO RAD MAST       APPROX. 5.0 KM 2244842.9 |
 AN2087| AN2120 REFUGIO HUMBLE CO DIST CAMP TK      APPROX. 6.1 KM 2433142.5 |
 AN2087| AN2121 REFUGIO UNITED GAS PLINE MAST       APPROX. 6.9 KM 2433219.6 |
 AN2087| AN2122 REFUGIO TRANSCON GAS PLINE MST      APPROX. 5.0 KM 2823208.7 |
 AN2087|---------------------------------------------------------------------|
 AN2087
 AN2087                          SUPERSEDED SURVEY CONTROL
 AN2087
 AN2087  NAD 83(1986)-  28 20 47.86222(N)    097 14 03.46758(W) AD(       ) 2
 AN2087  NAD 27      -  28 20 46.84400(N)    097 14 02.49700(W) AD(       ) 2
 AN2087
 AN2087.Superseded values are not recommended for survey control.
 AN2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2087.See file dsdata.txt to determine how the superseded data were derived.
 AN2087
 AN2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS7306436867(NAD 83)
 AN2087_MARKER: DS = TRIANGULATION STATION DISK
 AN2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AN2087
 AN2087  HISTORY     - Date     Condition        Report By
 AN2087  HISTORY     - 1952     MONUMENTED       CGS
 AN2087  HISTORY     - 1972     SEE DESCRIPTION  HUMBLE
 AN2087  HISTORY     - 1979     GOOD             NGS
 AN2087  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN2087  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN2087
 AN2087                          STATION DESCRIPTION
 AN2087
 AN2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2087'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF REFUGIO
 AN2087'ON THE RIGHT OF WAY OF U.S. HIGHWAY 77.
 AN2087'
 AN2087'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 202
 AN2087'AND U.S. HIGHWAY 77, IN THE NORTH PART OF REFUGIO, GO NORTHEAST
 AN2087'ON U.S. HIGHWAY 77 FOR 3.5 MILES TO A LINE OF SIGN BOARDS
 AN2087'ON THE LEFT, A METAL GATE ON THE RIGHT AND THE STATION ON THE
 AN2087'LEFT.  TO REACH THE AZIMUTH MARK CONTINUE NORTHEAST ON U.S.
 AN2087'HIGHWAY 77 FOR 0.45 MILE TO THE MARK ON THE LEFT.
 AN2087'
 AN2087'THE STATION MARK IS STAMPED GRETA 1952.  IT IS A STANDARD
 AN2087'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 AN2087'IS 81 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 77,
 AN2087'38 FEET SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD, 15
 AN2087'FEET NORTHEAST OF A WIRE FENCE AND 14 FEET NORTHEAST OF A
 AN2087'WHITE WITNESS POST.
 AN2087'
 AN2087'REFERENCE MARK 1 IS STAMPED GRETA NO 1 1952.  IT IS A STANDARD
 AN2087'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 AN2087'IS 93 FEET NORTHWEST OF A METAL GATE, 45 FEET NORTHWEST OF
 AN2087'THE CENTER LINE OF U.S. HIGHWAY 77 AND 9 FEET SOUTHEAST
 AN2087'OF A TELEPHONE POLE.
 AN2087'
 AN2087'REFERENCE MARK 2 IS STAMPED GRETA NO 2 1952.  IT IS A STANDARD
 AN2087'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 AN2087'IS 45 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 77
 AN2087'AND 1 FOOT NORTHWEST OF A WIRE FENCE.
 AN2087'
 AN2087'THE AZIMUTH MARK IS STAMPED GRETA 1952.  IT IS A STANDARD
 AN2087'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 AN2087'IS 73 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 AN2087'77, 34.5 FEET SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD,
 AN2087'15 FEET NORTHWEST OF A TELEPHONE POLE AND 2.5 FEET SOUTHWEST
 AN2087'OF A WHITE WITNESS POST.
 AN2087'
 AN2087'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AN2087
 AN2087                          STATION RECOVERY (1972)
 AN2087
 AN2087'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1972 (CW)
 AN2087'STATION GRETA-MARK HAS BEEN HIT BY HEAVY EQUIPMENT AND IS LEANING.
 AN2087'
 AN2087'RM 1-GONE.
 AN2087'
 AN2087'R.M. 2 AND AZ MK RECOVERED IN GOOD CONDITION.
 AN2087'
 AN2087'INFORMATION FOR FINDING MARK IS GOOD.
 AN2087
 AN2087                          STATION RECOVERY (1979)
 AN2087
 AN2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AN2087'THE STATION SUB SURFACE MARK, REFERENCE MARK NO 2 AND THE AZIMUTH
 AN2087'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 AN2087'SURFACE MARK AND REFERENCE MARK NO. 1 WERE FOUND TO HAVE BEEN
 AN2087'DESTROYED.
 AN2087'
 AN2087'THE STATION SURFACE MARK AND REFERENCE MARK NO.3 WERE ESTABLISH.  A
 AN2087'DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO 2, THE
 AN2087'DIRECTION TO THE MARK WAS VERIFIED.  THE LINE OF SIGHT TO THE
 AN2087'AZIMUTH MARK FROM THE STATION IS NOW OBSTRUCTED BY THE WOODEN LEG OF
 AN2087'A LARGE BILL-BOARD OUTDOOR SIGN.
 AN2087'
 AN2087'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AN2087'
 AN2087'THE STATION IS LOCATED ABOUT 4 MILES NORTH NORTHEAST OF REFUGIA AND
 AN2087'BETWEEN U.S. HIGHWAY 77 AND RAILROAD TRACKS.
 AN2087'
 AN2087'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77, 77A AND
 AN2087'183 IN REFUGIO, GO NORTH-NORTHEASTERLY ON U.S. HIGHWAY 77, FOR 3.65
 AN2087'MILES TO STATION ON THE LEFT.
 AN2087'
 AN2087'STATION SURFACE MARK IS A STANDARD DISK STAMPED GRETA 1952
 AN2087'1973.  SET IN THE TOP OF A SQUARE CONCRETE POST, THAT IS FLUSH WITH
 AN2087'THE SURFACE OF THE GROUND.  IT IS 81 FEET WEST NORTHWEST OF THE
 AN2087'CENTER OF HIGHWAY, 38 FEET EAST SOUTHEAST OF THE EAST RAIL OF
 AN2087'RAILROAD TRACKS, 19 FEET NORTH OF A FENCE CORNER, 17 FEET NORTH OF A
 AN2087'BURIED TELEPHONE CABLE OUTLET BOX AND WARNING SIGN POST AND 2 FEET
 AN2087'WEST OF A METAL WITNESS POST.  THE SUB-SURFACE MARK IS A STANDARD DISK
 AN2087'STAMPED GRETA 1952, THAT IS SET IN AN IRREGULAR MASS OF CONCRETE, THAT
 AN2087'IS ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.
 AN2087'
 AN2087'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED GRETA NO 2 1952,
 AN2087'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT 6
 AN2087'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 81 FEET SOUTH
 AN2087'SOUTHWEST OF A FENCE CORNER, 95 FEET NORTH NORTHEAST OF A HIGH LINE
 AN2087'POLE, 51 FEET WEST NORTHWEST OF THE CENTER OF HIGHWAY AND 1 FOOT WEST
 AN2087'NORTHWEST OF FENCE LINE.
 AN2087'
 AN2087'REFERENCE MARK NO.3 IS A CAST ALUMINUM MONUMENT WITH THE ALUMINUM
 AN2087'CAP STAMPED GRETA 1952 NO 3 1979 THAT PROJECTS ABOUT 4 INCHES ABOVE
 AN2087'THE SURFACE OF THE GROUND.  IT IS 50 FEET SOUTH SOUTHWEST OF A
 AN2087'HIGHLINE POLE WITH NIGHT LIGHT, 68 FEET EAST SOUTHEAST OF THE CENTER
 AN2087'OF HIGHWAY, 25 FEET SOUTH SOUTHWEST OF THE CENTER OF SURFACE ROAD AND
 AN2087'1 FOOT WEST OF A HIGHLINE POLE.
 AN2087'
 AN2087'AZIMUTH MARK IS A STANDARD DISK STAMPED GRETA 1952.  SET IN THE TOP
 AN2087'OF A ROUND CONCRETE POST, THAT PROJECTS ABOUT 8 INCHES ABOVE THE
 AN2087'SURFACE OF THE GROUND.  IT IS 78 FEET SOUTH OF A RAILROAD TRACK
 AN2087'SWITCH CONTROL HANDLE, 74 FEET WEST NORTHWEST OF THE CENTER OF
 AN2087'HIGHWAY, 50 FEET SOUTH OF A RAILROAD CROSSING SIGN POST, 34 FEET EAST
 AN2087'SOUTHEAST OF THE EAST RAIL OF RAILROAD TRACKS AND 1.6 FEET WEST
 AN2087'SOUTHWEST OF A METAL WITNESS POST.
 AN2087'
 AN2087'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH NORTHEASTERLY ON
 AN2087'U.S. HIGHWAY 77 FOR 0.45 MILE TO MARK ON THE LEFT.
 AN2087
 AN2087                          STATION RECOVERY (1994)
 AN2087
 AN2087'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2087'MARK NOT FOUND.
 AN2087
 AN2087                          STATION RECOVERY (1999)
 AN2087
 AN2087'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1846 ***********************************************************************
 AN1846  DESIGNATION -  GRETA 1952 1973
 AN1846  PID         -  AN1846
 AN1846  STATE/COUNTY-  TX/REFUGIO
 AN1846  USGS QUAD   -  QUINTANA (1979)
 AN1846
 AN1846                         *CURRENT SURVEY CONTROL
 AN1846  ___________________________________________________________________
 AN1846* NAD 83(1986)-  28 20 51.     (N)    097 14 04.     (W)     SCALED    
 AN1846* NAVD 88     -        16.060  (meters)      52.69   (feet)  ADJUSTED  
 AN1846  ___________________________________________________________________
 AN1846  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1846  DYNAMIC HT  -          16.036 (meters)      52.61  (feet)  COMP
 AN1846  MODELED GRAV-     979,159.3   (mgal)                       NAVD 88
 AN1846
 AN1846  VERT ORDER  -  FIRST     CLASS I
 AN1846
 AN1846.The horizontal coordinates were scaled from a topographic map and have
 AN1846.an estimated accuracy of +/- 6 seconds.
 AN1846
 AN1846.The orthometric height was determined by differential leveling
 AN1846.and adjusted by the National Geodetic Survey in June 1991..
 AN1846
 AN1846.The geoid height was determined by GEOID03.
 AN1846
 AN1846.The dynamic height is computed by dividing the NAVD 88
 AN1846.geopotential number by the normal gravity value computed on the
 AN1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1846.degrees latitude (g = 980.6199 gals.).
 AN1846
 AN1846.The modeled gravity was interpolated from observed gravity values.
 AN1846
 AN1846;                    North         East    Units  Estimated Accuracy
 AN1846;SPC TXSC     - 4,058,290.      773,100.      MT  (+/- 180 meters Scaled)
 AN1846
 AN1846                          SUPERSEDED SURVEY CONTROL
 AN1846
 AN1846.No superseded survey control is available for this station.
 AN1846
 AN1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS730369(NAD 83)
 AN1846_MARKER: DS = TRIANGULATION STATION DISK
 AN1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1846_SP_SET: CONCRETE POST
 AN1846_STAMPING: GRETA 1952 1973
 AN1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1846+STABILITY: SURFACE MOTION
 AN1846
 AN1846  HISTORY     - Date     Condition        Report By
 AN1846  HISTORY     - 1973     MONUMENTED       NGS
 AN1846  HISTORY     - 1978     GOOD             NGS
 AN1846  HISTORY     - 19940716 GOOD             USPSQD
 AN1846  HISTORY     - 19990724 GOOD             USPSQD
 AN1846
 AN1846                          STATION DESCRIPTION
 AN1846
 AN1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1846'5.0 MI NE FROM REFUGIO.
 AN1846'5.0 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1846'REFUGIO, WHERE THE HIGHWAY AND RAILROAD TRACK START PARALLELING
 AN1846'ONE ANOTHER, 81 FT NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38
 AN1846'FT SOUTHEAST OF THE SOUTHEAST RAIL OF THE MISSOURI PACIFIC
 AN1846'RAILROAD, 19 FT NORTHEAST OF A FENCE CORNER.
 AN1846
 AN1846                          STATION RECOVERY (1994)
 AN1846
 AN1846'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1846'RECOVERED IN GOOD CONDITION.
 AN1846
 AN1846                          STATION RECOVERY (1999)
 AN1846
 AN1846'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1845 ***********************************************************************
 AN1845  DESIGNATION -  GRETA AZ MK
 AN1845  PID         -  AN1845
 AN1845  STATE/COUNTY-  TX/REFUGIO
 AN1845  USGS QUAD   -  QUINTANA (1979)
 AN1845
 AN1845                         *CURRENT SURVEY CONTROL
 AN1845  ___________________________________________________________________
 AN1845* NAD 83(1986)-  28 21 09.     (N)    097 13 45.     (W)     SCALED    
 AN1845* NAVD 88     -        16.567  (meters)      54.35   (feet)  ADJUSTED  
 AN1845  ___________________________________________________________________
 AN1845  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1845  DYNAMIC HT  -          16.542 (meters)      54.27  (feet)  COMP
 AN1845  MODELED GRAV-     979,159.6   (mgal)                       NAVD 88
 AN1845
 AN1845  VERT ORDER  -  FIRST     CLASS I
 AN1845
 AN1845.The horizontal coordinates were scaled from a topographic map and have
 AN1845.an estimated accuracy of +/- 6 seconds.
 AN1845
 AN1845.The orthometric height was determined by differential leveling
 AN1845.and adjusted by the National Geodetic Survey in June 1991..
 AN1845
 AN1845.The geoid height was determined by GEOID03.
 AN1845
 AN1845.The dynamic height is computed by dividing the NAVD 88
 AN1845.geopotential number by the normal gravity value computed on the
 AN1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1845.degrees latitude (g = 980.6199 gals.).
 AN1845
 AN1845.The modeled gravity was interpolated from observed gravity values.
 AN1845
 AN1845;                    North         East    Units  Estimated Accuracy
 AN1845;SPC TXSC     - 4,058,860.      773,610.      MT  (+/- 180 meters Scaled)
 AN1845
 AN1845                          SUPERSEDED SURVEY CONTROL
 AN1845
 AN1845  NGVD 29 (??/??/92)   16.719  (m)           54.85   (f) ADJ UNCH    1 1
 AN1845
 AN1845.Superseded values are not recommended for survey control.
 AN1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1845.See file dsdata.txt to determine how the superseded data were derived.
 AN1845
 AN1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS735375(NAD 83)
 AN1845_MARKER: DZ = AZIMUTH MARK DISK
 AN1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1845_SP_SET: CONCRETE POST
 AN1845_STAMPING: GRETA 1952
 AN1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1845+STABILITY: SURFACE MOTION
 AN1845
 AN1845  HISTORY     - Date     Condition        Report By
 AN1845  HISTORY     - 1952     MONUMENTED       CGS
 AN1845  HISTORY     - 1978     GOOD             NGS
 AN1845  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1845  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1845
 AN1845                          STATION DESCRIPTION
 AN1845
 AN1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1845'5.3 MI NE FROM REFUGIO.
 AN1845'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1845'REFUGIO, 73 FT NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 34 FT
 AN1845'SOUTHEAST OF THE CENTER OF THE MISSOURI PACIFIC TRACK, 3 FT
 AN1845'SOUTHWEST OF A 4X4-INCH WOODEN WITNESS POST.
 AN1845
 AN1845                          STATION RECOVERY (1994)
 AN1845
 AN1845'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1845'MARK NOT FOUND.
 AN1845
 AN1845                          STATION RECOVERY (1999)
 AN1845
 AN1845'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1315 ***********************************************************************
 DN1315  DESIGNATION -  GRIBBLE
 DN1315  PID         -  DN1315
 DN1315  STATE/COUNTY-  TX/DENTON
 DN1315  USGS QUAD   -  GREEN VALLEY (1978)
 DN1315
 DN1315                         *CURRENT SURVEY CONTROL
 DN1315  ___________________________________________________________________
 DN1315* NAD 83(1993)-  33 18 42.92181(N)    097 06 26.06277(W)     ADJUSTED  
 DN1315* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 DN1315  ___________________________________________________________________
 DN1315  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 DN1315  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 DN1315
 DN1315  HORZ ORDER  -  THIRD
 DN1315
 DN1315.The horizontal coordinates were established by classical geodetic methods
 DN1315.and adjusted by the National Geodetic Survey in February 1996..
 DN1315
 DN1315.The orthometric height was scaled from a topographic map.
 DN1315
 DN1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1315
 DN1315.The geoid height was determined by GEOID03.
 DN1315
 DN1315;                    North         East     Units Scale Factor Converg.
 DN1315;SPC TXNC     - 2,183,302.708   729,679.024   MT  0.99988290   +0 45 34.6
 DN1315;SPC TXNC     - 7,163,052.30  2,393,955.26   sFT  0.99988290   +0 45 34.6
 DN1315;UTM  14      - 3,687,466.330   676,201.819   MT  0.99998279   +1 02 23.2
 DN1315
 DN1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1315!SPC TXNC     -   0.99997190  x   0.99988290  =   0.99985480
 DN1315!UTM  14      -   0.99997190  x   0.99998279  =   0.99995469
 DN1315
 DN1315|---------------------------------------------------------------------|
 DN1315| PID    Reference Object                     Distance      Geod. Az  |
 DN1315|                                                           dddmmss.s |
 DN1315| CY2024 GRIBBLE RM 1                          7.361 METERS 18719     |
 DN1315| CY2023 GRIBBLE AZ MK                                      2991047.7 |
 DN1315| DN1318 SANGER MUNICIPAL TANK               APPROX. 8.1 KM 3132022.9 |
 DN1315| CY2025 GRIBBLE RM 2                          6.691 METERS 35901     |
 DN1315|---------------------------------------------------------------------|
 DN1315
 DN1315                          SUPERSEDED SURVEY CONTROL
 DN1315
 DN1315  NAD 83(1993)-  33 18 42.92311(N)    097 06 26.05573(W) AD(       ) 3
 DN1315  NAD 83(1986)-  33 18 42.92704(N)    097 06 26.04979(W) AD(       ) 3
 DN1315  NAD 27      -  33 18 42.50500(N)    097 06 25.00410(W) AD(       ) 3
 DN1315
 DN1315.Superseded values are not recommended for survey control.
 DN1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1315.See file dsdata.txt to determine how the superseded data were derived.
 DN1315
 DN1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7620287466(NAD 83)
 DN1315_MARKER: DS = TRIANGULATION STATION DISK
 DN1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1315_MARK LOGO: CGS   
 DN1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN1315+STABILITY: SURFACE MOTION
 DN1315
 DN1315  HISTORY     - Date     Condition        Report By
 DN1315  HISTORY     - 1955     MONUMENTED       CGS
 DN1315  HISTORY     - 1962     GOOD             CGS
 DN1315  HISTORY     - 19841010 GOOD             NGS
 DN1315  HISTORY     - 19950705 GOOD             USPSQD
 DN1315  HISTORY     - 19980214 GOOD             USPSQD
 DN1315
 DN1315                          STATION DESCRIPTION
 DN1315
 DN1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1315'THE STATION IS LOCATED ON THE PROPERTY OF MR. W.A. WARSCHU,
 DN1315'ABOUT 7 MILES NORTH OF DENTON, ABOUT 5 MILES SOUTHEAST OF SANGER
 DN1315'AND AT THE NORTH EDGE OF A SET OF FARM BUILDINGS.  IT IS 56
 DN1315'FEET NORTH OF THE NORTH SIDE OF A ROUND GRAIN BIN AND 3
 DN1315'FEET EAST OF FENCE.  THE MARK IS STAMPED GRIBBLE 1955 AND IS
 DN1315'SET FLUSH.
 DN1315'
 DN1315'R.M. NO. 1 IS 1 FOOT EAST OF FENCE AND 32 FEET NORTH OF NORTH
 DN1315'SIDE OF A ROUND GRAIN BIN.  THE MARK IS STAMPED GRIBBLE
 DN1315'NO 1 1955 AND IS SET FLUSH.
 DN1315'
 DN1315'R.M. NO. 2 IS 1 FOOT EAST OF FENCE.  THE MARK IS STAMPED
 DN1315'GRIBBLE NO 2 1955 AND IS SET FLUSH.
 DN1315'
 DN1315'AZIMUTH MARK IS 1 FOOT EAST OF FENCE, 2 FEET SOUTH OF WITNESS
 DN1315'POST AND 34 FEET WEST OF CENTER OF T ROAD INTERSECTION.  THE
 DN1315'MARK IS STAMPED GRIBBLE 1955 AND IS SET FLUSH.
 DN1315'
 DN1315'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND TEXAS
 DN1315'STATE HIGHWAY 455 IN SANGER, GO EAST ON 455 TOWARD PILOT
 DN1315'POINT FOR 2.9 MILES TO T ROAD, TURN RIGHT AND FOLLOW GRAVELED
 DN1315'ROAD SOUTHERLY FOR 5.2 MILES TO A T ROAD JUST BEFORE REACHING
 DN1315'THE GRIBBLE SPRINGS BAPTIST CHURCH, TURN LEFT AND GO EAST FOR
 DN1315'0.9 MILE THEN SOUTH FOR 0.1 MILE TO T ROAD AND AZIMUTH MARK
 DN1315'ON RIGHT AS DESCRIBED.  CONTINUE SOUTH AND EAST FOR 0.4
 DN1315'MILE TO METAL GATE AND CATTLE GUARD, FOLLOW FARM ROAD PAST
 DN1315'BUILDINGS TO STATION AS DESCRIBED.
 DN1315
 DN1315                          STATION RECOVERY (1962)
 DN1315
 DN1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPM)
 DN1315'TRIANGULATION AND AZIMUTH RECOVERED IN GOOD CONDITION.  ORIGINAL
 DN1315'DESCRIPTION ADEQUATE.  NO SEARCH WAS MADE TO RECOVER REFERENCE
 DN1315'MARKERS.
 DN1315
 DN1315                          STATION RECOVERY (1984)
 DN1315
 DN1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DN1315'STATION AND ALL MARKS RECOVERED AS DESCRIBED.  THE AZIMUTH MARK IS
 DN1315'BLOCKED BY SMALL MESQUITE TREES, BUT WITH EXTENSIVE CLEARING IT WILL
 DN1315'SEE.  IT IS ALSO UNDER A FENCE.
 DN1315
 DN1315                          STATION RECOVERY (1995)
 DN1315
 DN1315'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1315'RECOVERED IN GOOD CONDITION.
 DN1315
 DN1315                          STATION RECOVERY (1998)
 DN1315
 DN1315'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0593 ***********************************************************************
 AZ0593  DESIGNATION -  GRIFFIN
 AZ0593  PID         -  AZ0593
 AZ0593  STATE/COUNTY-  TX/KINNEY
 AZ0593  USGS QUAD   -  KICKAPOO CAVERNS (1974)
 AZ0593
 AZ0593                         *CURRENT SURVEY CONTROL
 AZ0593  ___________________________________________________________________
 AZ0593* NAD 83(1993)-  29 36 48.27243(N)    100 24 44.82067(W)     ADJUSTED  
 AZ0593* NAVD 88     -       616.     (meters)    2021.     (feet)  SCALED    
 AZ0593  ___________________________________________________________________
 AZ0593  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AZ0593  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AZ0593
 AZ0593  HORZ ORDER  -  FIRST
 AZ0593
 AZ0593.The horizontal coordinates were established by classical geodetic methods
 AZ0593.and adjusted by the National Geodetic Survey in February 1996..
 AZ0593
 AZ0593.The orthometric height was scaled from a topographic map.
 AZ0593
 AZ0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0593
 AZ0593.The geoid height was determined by GEOID03.
 AZ0593
 AZ0593;                    North         East     Units Scale Factor Converg.
 AZ0593;SPC TXSC     - 4,198,106.072   463,213.243   MT  0.99987501   -0 41 31.1
 AZ0593;SPC TXSC     -13,773,286.34  1,519,725.45   sFT  0.99987501   -0 41 31.1
 AZ0593;UTM  14      - 3,276,782.278   363,240.401   MT  0.99983077   -0 41 53.0
 AZ0593
 AZ0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0593!SPC TXSC     -   0.99990677  x   0.99987501  =   0.99978180
 AZ0593!UTM  14      -   0.99990677  x   0.99983077  =   0.99973756
 AZ0593
 AZ0593|---------------------------------------------------------------------|
 AZ0593| PID    Reference Object                     Distance      Geod. Az  |
 AZ0593|                                                           dddmmss.s |
 AZ0593| CV4166 GRIFFIN RM 1                         26.030 METERS 04728     |
 AZ0593| CV4167 GRIFFIN RM 2                         21.634 METERS 17128     |
 AZ0593| CV4165 GRIFFIN AZ MK                                      2185806.3 |
 AZ0593| AZ0595 DOBBS                               APPROX. 3.6 KM 3423803.1 |
 AZ0593|---------------------------------------------------------------------|
 AZ0593
 AZ0593                          SUPERSEDED SURVEY CONTROL
 AZ0593
 AZ0593  NAD 83(1986)-  29 36 48.26755(N)    100 24 44.80365(W) AD(       ) 1
 AZ0593  NAD 27      -  29 36 47.45600(N)    100 24 43.51200(W) AD(       ) 1
 AZ0593
 AZ0593.Superseded values are not recommended for survey control.
 AZ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0593.See file dsdata.txt to determine how the superseded data were derived.
 AZ0593
 AZ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT6324076782(NAD 83)
 AZ0593_MARKER: DS = TRIANGULATION STATION DISK
 AZ0593_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0593
 AZ0593  HISTORY     - Date     Condition        Report By
 AZ0593  HISTORY     - 1935     MONUMENTED       CGS
 AZ0593  HISTORY     - 1937     GOOD             TXHD
 AZ0593  HISTORY     - 1971     GOOD             NGS
 AZ0593
 AZ0593                          STATION DESCRIPTION
 AZ0593
 AZ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0593'STATION IS LOCATED ON HIGHEST GROUND IN IMMEDIATE VICINITY
 AZ0593'NEAR THE HEADS OF GRIFFIN AND BIG CANYON CREEKS, 1/2 MILE E OF
 AZ0593'BRACKETTVILLE-ROCKSPRINGS ROAD, AND 1.0 MILE S OF EDWARDS-KINNEY
 AZ0593'COUNTY LINE.  A TELEPHONE LINE PASSES ACROSS RIDGE ABOUT
 AZ0593'150 YARDS NW OF STATION.  STATION IS 325 FEET N OF S EDGE OF
 AZ0593'HILL, 67 FEET W OF THE E EDGE, 53 FEET E OF THE W EDGE.  MARK
 AZ0593'IS A STANDARD BRONZE DISK SET IN DRILL HOLE IN SOLID BEDROCK,
 AZ0593'ABOUT 4 INCHES BELOW THE SURFACE.
 AZ0593'
 AZ0593'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 AZ0593'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 AZ0593'
 AZ0593'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 AZ0593'
 AZ0593'REFERENCE MARK NO. 1 IS 85.32 FEET NE OF STATION.
 AZ0593'
 AZ0593'REFERENCE MARK NO. 2 IS 70.94 FEET SSE OF STATION.
 AZ0593'
 AZ0593'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SW OF STATION.  REACHED
 AZ0593'FROM END OF TRUCK TRAVEL ON HIGHWAY BY GOING S 0.7 MILE TO
 AZ0593'MARK IN W RIGHT-OF-WAY FENCE LINE, 40 FEET W OF CENTER LINE OF
 AZ0593'N-S ROAD, AT CURVE IN ROAD AND FENCE LINE.  MARK PROJECTS ABOUT
 AZ0593'6 INCHES ABOVE THE SURFACE.
 AZ0593'
 AZ0593'STATION IS REACHED FROM THE POST OFFICE IN BRACKETTVILLE BY
 AZ0593'GOING N ON ROCKSPRINGS ROAD 0.75 MILE, KEEP STRAIGHT AHEAD
 AZ0593'(N) AT UVALDE AND SAN ANTONIO ARROWS ON RIGHT AND FOLLOW MAIN
 AZ0593'GRAVEL ROAD FOR 21.2 MILES OR 8.85 MILES AFTER PASSING HARWOOD
 AZ0593'RANCH SIGN ON RIGHT, OR 0.15 MILE AFTER PASSING LONE TREE IN
 AZ0593'CENTER OF ROAD TO MIDDLE OF AN UPWARD GRADE WHERE A TELEPHONE
 AZ0593'LINE RUNS E AND END OF TRUCK TRAVEL.  FROM THIS POINT THE
 AZ0593'STATION IS 1/2 MILE MAGNETIC N 70 DEG E.  FOLLOW DRAW TO RIGHT
 AZ0593'OF TELEPHONE LINE TO TOP OF HILL AND STATION.
 AZ0593'
 AZ0593'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 AZ0593
 AZ0593                          STATION RECOVERY (1937)
 AZ0593
 AZ0593'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AZ0593'ORIGINAL DESCRIPTION IS SATISFACTORY.  STATION AND REFERENCE
 AZ0593'MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AZ0593
 AZ0593                          STATION RECOVERY (1971)
 AZ0593
 AZ0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 AZ0593'THE STATION IS LOCATED NORTH 21 MILES AIRLINE DISTANCE FROM
 AZ0593'BRACKETTVILLE, TEXAS, 0.8 MILES SOUTH OF KINNEY COUNTY LINE,
 AZ0593'AND 0.4 MILES EAST OF RANCH ROAD 674 ON HIGH POINT OF LAND
 AZ0593'LEASED BY GENE MILAM, UVALDE, TEXAS.
 AZ0593'
 AZ0593'TO REACH FROM BRACKETTVILLE, TEXAS, GO 21.6 MILES NORTH ON
 AZ0593'RANCH ROAD 674 TO PRIVATE DRIVE RIGHT (NORTHEAST), AND A LOCKED
 AZ0593'WOODEN GATE, GO 0.5 MILES NORTHEAST ON PRIVATE DRIVE TO HOUSE
 AZ0593'RIGHT, AND GARAGE AND WINDMILL LEFT, WITH 4 WHEEL-DRIVE VEHICLE GO
 AZ0593'TO RIGHT OF GARAGE ON DIM TRACK ROAD UP STEEP ROCKY RIDGE,
 AZ0593'THEN NORTH ALONG EAST SIDE OF NORTH-SOUTH FENCE, THEN
 AZ0593'NORTHEAST ACROSS SADDLE, A TOTAL OF 0.4 MILES TO HIGH
 AZ0593'POINT AND STATION SITE.  9.3 FEET WEST OF A USC AND GS
 AZ0593'WITNESS SIGN MOUNTED ON A METAL POST.
 AZ0593'
 AZ0593'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 AZ0593'DISKS SET IN BEDROCK.
 AZ0593'
 AZ0593'STATION MARK--DISK SET 0.3 FEET BELOW GROUND LEVEL, AND
 AZ0593'STAMPED GRIFFIN 1935.
 AZ0593'
 AZ0593'REFERENCE MARK NO. 1--DISK IS FLUSH WITH THE GROUND, AND
 AZ0593'STAMPED GRIFFIN-NO. 1 1935.
 AZ0593'
 AZ0593'REFERENCE MARK NO. 2--DISK IS FLUSH WITH THE GROUND, AND STAMPED
 AZ0593'GRIFFIN-NO. 2 1935.
 AZ0593'
 AZ0593'AZIMUTH MARK IS DESTROYED, POST WAS FOUND LYING ALONG RIGHT-OF-WAY
 AZ0593'OF RANCH ROAD 674.  STATION DOBBS USC AND GS 1935, IS VISIBLE
 AZ0593'FROM THE GROUND, AT THIS STATION AND WILL SERVE AS THE
 AZ0593'AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE FROM A STANDARD
 AZ0593'TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1070 ***********************************************************************
 CA1070  DESIGNATION -  GRIFFIN ET
 CA1070  PID         -  CA1070
 CA1070  STATE/COUNTY-  TX/COLEMAN
 CA1070  USGS QUAD   -  LAKE SAN TANA (1963)
 CA1070
 CA1070                         *CURRENT SURVEY CONTROL
 CA1070  ___________________________________________________________________
 CA1070* NAD 83(1993)-  31 51 42.79662(N)    099 20 14.11175(W)     ADJUSTED  
 CA1070* NAVD 88     -       519.8    (meters)    1705.     (feet)  VERTCON   
 CA1070  ___________________________________________________________________
 CA1070  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CA1070  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CA1070
 CA1070  HORZ ORDER  -  THIRD
 CA1070
 CA1070.The horizontal coordinates were established by classical geodetic methods
 CA1070.and adjusted by the National Geodetic Survey in February 1996..
 CA1070
 CA1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1070
 CA1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1070
 CA1070.The geoid height was determined by GEOID03.
 CA1070
 CA1070;                    North         East     Units Scale Factor Converg.
 CA1070;SPC TX C     - 3,243,784.368   794,261.754   MT  0.99999431   +0 30 46.9
 CA1070;SPC TX C     -10,642,315.88  2,605,840.44   sFT  0.99999431   +0 30 46.9
 CA1070;UTM  14      - 3,525,176.746   468,096.886   MT  0.99961255   -0 10 40.9
 CA1070
 CA1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1070!SPC TX C     -   0.99992246  x   0.99999431  =   0.99991678
 CA1070!UTM  14      -   0.99992246  x   0.99961255  =   0.99953504
 CA1070
 CA1070:                Primary Azimuth Mark                     Grid Az
 CA1070:SPC TX C     -  ECHO RESET                               343 20 14.1
 CA1070:UTM  14      -  ECHO RESET                               344 01 41.9
 CA1070
 CA1070|---------------------------------------------------------------------|
 CA1070| PID    Reference Object                     Distance      Geod. Az  |
 CA1070|                                                           dddmmss.s |
 CA1070| CA1069 ECHO RESET                          APPROX. 3.9 KM 3435101.0 |
 CA1070|---------------------------------------------------------------------|
 CA1070
 CA1070                          SUPERSEDED SURVEY CONTROL
 CA1070
 CA1070  NAD 83(1986)-  31 51 42.80490(N)    099 20 14.09798(W) AD(       ) 3
 CA1070  NAD 27      -  31 51 42.28331(N)    099 20 12.87721(W) AD(       ) 3
 CA1070  NGVD 29 (07/19/86)  519.7    (m)         1705.     (f) VERT ANG       
 CA1070
 CA1070.Superseded values are not recommended for survey control.
 CA1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1070.See file dsdata.txt to determine how the superseded data were derived.
 CA1070
 CA1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA6809725177(NAD 83)
 CA1070_MARKER: DD = SURVEY DISK
 CA1070_SETTING: 66 = SET IN ROCK OUTCROP
 CA1070_SP_SET: SET IN ROCK OUTCROP
 CA1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1070+STABILITY: POSITION/ELEVATION WELL
 CA1070
 CA1070  HISTORY     - Date     Condition        Report By
 CA1070  HISTORY     - 1961     MONUMENTED       USGS
 CA1070
 CA1070                          STATION DESCRIPTION
 CA1070
 CA1070'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CA1070'STATION LOCATED ABOUT 8 MI. (AIRLINE) N. OF SANTA ANNA, 5.5 MI. NE. OF
 CA1070'COLEMAN, 0.7 MI. E. OF GRAVEL RD., ON E. END OF RIDGE, 800 FT. N. OF
 CA1070'FENCE, 33 FT. NW. FROM NORTHERNMOST OF TWO LARGE LIVE OAK TREES.
 CA1070'
 CA1070'TO REACH FROM SANTA ANNA, GO N. ALONG FM 1176 5 MI. TO JUNCTION WITH
 CA1070'FM 568, TURN LEFT, GO W. 2.2 MI. TO GRAVEL RD., TURN RIGHT AND N. 3.1
 CA1070'MI. TO CREST OF RIDGE AND GATE ON RIGHT, ENTER GATE GO EASTERLY 0.8
 CA1070'MI. TO E. END OF RIDGE AND STATION.
 CA1070'
 CA1070'STATION MARK--STANDARD ALUMINUM TABLET SET IN ROCK FLUSH WITH GROUND,
 CA1070'STAMPED ---GRIFFIN-ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1468 ***********************************************************************
 AH1468  DESIGNATION -  GRIFFINS POINT 1877
 AH1468  PID         -  AH1468
 AH1468  STATE/COUNTY-  TX/KENEDY
 AH1468  USGS QUAD   -  POINT OF ROCKS (1975)
 AH1468
 AH1468                         *CURRENT SURVEY CONTROL
 AH1468  ___________________________________________________________________
 AH1468* NAD 83(1993)-  27 15 45.74185(N)    097 26 17.93562(W)     ADJUSTED  
 AH1468* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1468  ___________________________________________________________________
 AH1468  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AH1468  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AH1468
 AH1468  HORZ ORDER  -  THIRD
 AH1468
 AH1468.The horizontal coordinates were established by classical geodetic methods
 AH1468.and adjusted by the National Geodetic Survey in February 1996..
 AH1468
 AH1468.The orthometric height was scaled from a topographic map.
 AH1468
 AH1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1468
 AH1468.The geoid height was determined by GEOID03.
 AH1468
 AH1468;                    North         East     Units Scale Factor Converg.
 AH1468;SPC TX S     - 5,177,270.430   405,120.194   MT  0.99990517   +0 28 55.2
 AH1468;SPC TX S     -16,985,761.40  1,329,131.84   sFT  0.99990517   +0 28 55.2
 AH1468;UTM  14      - 3,016,498.132   654,592.336   MT  0.99989502   +0 42 55.8
 AH1468
 AH1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1468!SPC TX S     -   1.00000378  x   0.99990517  =   0.99990894
 AH1468!UTM  14      -   1.00000378  x   0.99989502  =   0.99989879
 AH1468
 AH1468:                Primary Azimuth Mark                     Grid Az
 AH1468:SPC TX S     -  POINT OF ROCKS 1877                      018 43 56.3
 AH1468:UTM  14      -  POINT OF ROCKS 1877                      018 29 55.7
 AH1468
 AH1468|---------------------------------------------------------------------|
 AH1468| PID    Reference Object                     Distance      Geod. Az  |
 AH1468|                                                           dddmmss.s |
 AH1468| AH1470 POINT OF ROCKS 1877                 APPROX.11.7 KM 0191251.5 |
 AH1468|---------------------------------------------------------------------|
 AH1468
 AH1468                          SUPERSEDED SURVEY CONTROL
 AH1468
 AH1468  NAD 83(1986)-  27 15 45.75661(N)    097 26 17.90982(W) AD(       ) 3
 AH1468  NAD 27      -  27 15 44.56700(N)    097 26 16.94000(W) AD(       ) 3
 AH1468
 AH1468.Superseded values are not recommended for survey control.
 AH1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1468.See file dsdata.txt to determine how the superseded data were derived.
 AH1468
 AH1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5459216498(NAD 83)
 AH1468_MARKER: Z = SEE DESCRIPTION
 AH1468_SETTING: 0 = UNSPECIFIED SETTING
 AH1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1468
 AH1468  HISTORY     - Date     Condition        Report By
 AH1468  HISTORY     - 1877     MONUMENTED       CGS
 AH1468
 AH1468                          STATION DESCRIPTION
 AH1468
 AH1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1877 (REH)
 AH1468'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1467 ***********************************************************************
 AH1467  DESIGNATION -  GRIFFINS POINT 2 1912
 AH1467  PID         -  AH1467
 AH1467  STATE/COUNTY-  TX/KENEDY
 AH1467  USGS QUAD   -  POINT OF ROCKS (1975)
 AH1467
 AH1467                         *CURRENT SURVEY CONTROL
 AH1467  ___________________________________________________________________
 AH1467* NAD 83(1993)-  27 15 45.86229(N)    097 26 17.89665(W)     ADJUSTED  
 AH1467* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1467  ___________________________________________________________________
 AH1467  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AH1467  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AH1467
 AH1467  HORZ ORDER  -  THIRD
 AH1467
 AH1467.The horizontal coordinates were established by classical geodetic methods
 AH1467.and adjusted by the National Geodetic Survey in February 1996..
 AH1467
 AH1467.The orthometric height was scaled from a topographic map.
 AH1467
 AH1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1467
 AH1467.The geoid height was determined by GEOID03.
 AH1467
 AH1467;                    North         East     Units Scale Factor Converg.
 AH1467;SPC TX S     - 5,177,274.146   405,121.235   MT  0.99990518   +0 28 55.3
 AH1467;SPC TX S     -16,985,773.59  1,329,135.25   sFT  0.99990518   +0 28 55.3
 AH1467;UTM  14      - 3,016,501.852   654,593.361   MT  0.99989502   +0 42 55.8
 AH1467
 AH1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1467!SPC TX S     -   1.00000378  x   0.99990518  =   0.99990895
 AH1467!UTM  14      -   1.00000378  x   0.99989502  =   0.99989879
 AH1467
 AH1467:                Primary Azimuth Mark                     Grid Az
 AH1467:SPC TX S     -  ROX                                      012 42 39.4
 AH1467:UTM  14      -  ROX                                      012 28 38.9
 AH1467
 AH1467|---------------------------------------------------------------------|
 AH1467| PID    Reference Object                     Distance      Geod. Az  |
 AH1467|                                                           dddmmss.s |
 AH1467| AH1464 ROX                                 APPROX.10.2 KM 0131134.7 |
 AH1467|---------------------------------------------------------------------|
 AH1467
 AH1467                          SUPERSEDED SURVEY CONTROL
 AH1467
 AH1467  NAD 83(1986)-  27 15 45.88039(N)    097 26 17.87361(W) AD(       ) 3
 AH1467  NAD 27      -  27 15 44.72000(N)    097 26 16.92100(W) AD(       ) 3
 AH1467
 AH1467.Superseded values are not recommended for survey control.
 AH1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1467.See file dsdata.txt to determine how the superseded data were derived.
 AH1467
 AH1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5459316502(NAD 83)
 AH1467_MARKER: Z = SEE DESCRIPTION
 AH1467_SETTING: 0 = UNSPECIFIED SETTING
 AH1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1467
 AH1467  HISTORY     - Date     Condition        Report By
 AH1467  HISTORY     - 1912     MONUMENTED       CGS
 AH1467
 AH1467                          STATION DESCRIPTION
 AH1467
 AH1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1467'ON THE SOUTH SIDE OF BAFFINS BAY, ABOUT 1 MILE WEST OF
 AH1467'GRIFFINS POINT, 100 METERS (328 FEET) BACK FROM THE SHORE,
 AH1467'ON THE HIGHEST HILL IN THIS LOCALITY.  REFERENCE MARK IS 23.42
 AH1467'METERS (76.8 FEET) NORTH 2 DEG WEST (MAGNETIC) FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1460 ***********************************************************************
 AH1460  DESIGNATION -  GRIFFINS POINT 4
 AH1460  PID         -  AH1460
 AH1460  STATE/COUNTY-  TX/KENEDY
 AH1460  USGS QUAD   -  POINT OF ROCKS (1975)
 AH1460
 AH1460                         *CURRENT SURVEY CONTROL
 AH1460  ___________________________________________________________________
 AH1460* NAD 83(1993)-  27 15 44.64646(N)    097 26 18.20079(W)     ADJUSTED  
 AH1460* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1460  ___________________________________________________________________
 AH1460  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AH1460  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AH1460
 AH1460  HORZ ORDER  -  THIRD
 AH1460
 AH1460.The horizontal coordinates were established by classical geodetic methods
 AH1460.and adjusted by the National Geodetic Survey in February 1996..
 AH1460
 AH1460.The orthometric height was scaled from a topographic map.
 AH1460
 AH1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1460
 AH1460.The geoid height was determined by GEOID03.
 AH1460
 AH1460;                    North         East     Units Scale Factor Converg.
 AH1460;SPC TX S     - 5,177,236.657   405,113.185   MT  0.99990515   +0 28 55.1
 AH1460;SPC TX S     -16,985,650.60  1,329,108.84   sFT  0.99990515   +0 28 55.1
 AH1460;UTM  14      - 3,016,464.331   654,585.464   MT  0.99989499   +0 42 55.7
 AH1460
 AH1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1460!SPC TX S     -   1.00000377  x   0.99990515  =   0.99990892
 AH1460!UTM  14      -   1.00000377  x   0.99989499  =   0.99989876
 AH1460
 AH1460:                Primary Azimuth Mark                     Grid Az
 AH1460:SPC TX S     -  CORPUS CHRI PORT ISABEL LT 83            025 53 26.8
 AH1460:UTM  14      -  CORPUS CHRI PORT ISABEL LT 83            025 39 26.2
 AH1460
 AH1460|---------------------------------------------------------------------|
 AH1460| PID    Reference Object                     Distance      Geod. Az  |
 AH1460|                                                           dddmmss.s |
 AH1460| AH1436 CORPUS CHRI PORT ISABEL LT 83       APPROX.15.1 KM 0262221.9 |
 AH1460| AH1466 CORPUS CHRI PORT ISABEL LT 89       APPROX.12.4 KM 0272801.9 |
 AH1460| AH1456 CORPUS CHRI PORT ISABEL LT 103      APPROX. 6.5 KM 0331058.8 |
 AH1460| CV3252 GRIFFINS POINT 4 RM 2                26.487 METERS 04100     |
 AH1460| AH1459 CORPUS CHRI PORT ISABEL LT 115      APPROX. 4.2 KM 0460601.6 |
 AH1460| AH1462 CORPUS CHRI PORT ISABEL LT 127      APPROX. 2.6 KM 0835422.2 |
 AH1460| AH1465 137 USE 1939                        APPROX. 0.9 KM 0964803.6 |
 AH1460| AH1407 CORPUS CHRI PORT ISABEL LT 151      APPROX. 5.3 KM 1634755.0 |
 AH1460| CV3251 GRIFFINS POINT 4 RM 1                27.469 METERS 25551     |
 AH1460|---------------------------------------------------------------------|
 AH1460
 AH1460                          SUPERSEDED SURVEY CONTROL
 AH1460
 AH1460  NAD 83(1986)-  27 15 44.66426(N)    097 26 18.17696(W) AD(       ) 3
 AH1460  NAD 27      -  27 15 43.50800(N)    097 26 17.22300(W) AD(       ) 3
 AH1460
 AH1460.Superseded values are not recommended for survey control.
 AH1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1460.See file dsdata.txt to determine how the superseded data were derived.
 AH1460
 AH1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5458516464(NAD 83)
 AH1460_MARKER: DS = TRIANGULATION STATION DISK
 AH1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1460
 AH1460  HISTORY     - Date     Condition        Report By
 AH1460  HISTORY     - 1949     MONUMENTED       CGS
 AH1460  HISTORY     - 1950     GOOD             CGS
 AH1460  HISTORY     - 1968     MARK NOT FOUND   CGS
 AH1460  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1460
 AH1460                          STATION DESCRIPTION
 AH1460
 AH1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1460'STATION IS LOCATED ON KENEDY RANCH 22.5 MILES E OF SARITA,
 AH1460'ALONG S SHORE OF BAFFIN BAY, ABOUT 1 MILE W OF POINT PENASCAL.
 AH1460'IT IS ON THE HIGHEST PART OF A BARE SAND DUNE WHICH IS THE
 AH1460'FIRST DUNE W OF THE POINT 324 FEET S OF THE WATER LINE OF
 AH1460'BAFFIN BAY, 306 FEET E OF THE E END OF A POND, AND 3 FEET
 AH1460'E OF A WITNESS POST.
 AH1460'
 AH1460'STATION MARK IS A BRONZE STATION DISK, STAMPED GRIFFINS POINT 4 1949,
 AH1460'SET IN TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT PROJECTING
 AH1460'3 INCHES.  THE UNDERGROUND MARK IS A BRONZE STATION DISK
 AH1460'STAMPED GRIFFINS POINT 4 1949 IN TOP OF AN 8-INCH SQUARE
 AH1460'CONCRETE MONUMENT ABOUT 4.5 FEET BELOW THE GROUND.
 AH1460'
 AH1460'R.M. 1 IS 90.22 FEET W OF THE STATION, ALONG THE CREST OF THE
 AH1460'SAND DUNE, AND 3 FEET E OF A WITNESS POST.  IT IS A BRONZE
 AH1460'DISK, STAMPED GRIFFINS POINT 4 NO 1 1949, SET IN TOP OF AN
 AH1460'8-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 AH1460'
 AH1460'R.M. 2 IS 88.32 FEET NE OF THE STATION, ALONG THE BASE OF
 AH1460'THE SAND DUNE, AND 3 FEET N OF A WITNESS POST.  IT IS A
 AH1460'BRONZE DISK, STAMPED GRIFFINS POINT 4 NO 2 1949, SET IN
 AH1460'TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AH1460'
 AH1460'AZIMUTH MARK IS ABOUT 0.6 MILE E OF THE STATION, ALONG THE
 AH1460'TOP OF A GRASS-COVERED RIDGE, ABOUT 500 FEET S OF THE BAY,
 AH1460'AND 3 FEET E OF A WITNESS POST.  IT IS A U.S.E. DISK (GALVESTON
 AH1460'OFFICE) STAMPED 137 IN TOP OF A 12-INCH CIRCULAR CONCRETE
 AH1460'MONUMENT PROJECTING 3 INCHES.  THIS IS B.M. NO. 137 (STATION
 AH1460'186+002.62) OF U.S.E. 1931-32 REFERENCE LINE SURVEY FOR THE
 AH1460'INTRACOASTAL WATERWAY.
 AH1460'
 AH1460'TO REACH STATION FROM CROSSROADS E OF SARITA, GO E ON RANCH
 AH1460'ROAD FOR 2.45 MILES TO GATE (LOCKED), PASS THROUGH GATE
 AH1460'AND CONTINUE 3.2 MILES TO FORK W OF RANCH HOUSE, TAKE LEFT
 AH1460'FORK AND GO 0.35 MILE TO GATE.  PASS THROUGH GATE AND CONTINUE
 AH1460'0.55 MILE TO GATE, PASS THROUGH AND FOLLOW WINDING GRADED
 AH1460'ROAD (PASSING THROUGH TWO GATES) 4.1 MILES TO HOUSE ON BAFFIN
 AH1460'BAY, TURN RIGHT ON TRACK ROAD ABOUT 50 YARDS SW OF HOUSE AND
 AH1460'FOLLOW TRACK ROAD ALONG BAY FOR 1.4 MILES TO LOCKED GATE,
 AH1460'PASS THROUGH GATE AND GO 0.05 MILE TO FORK, TAKE LEFT FORK
 AH1460'AND CONTINUE ALONG BAY 2.35 MILES TO STATION CRAWFORD 2 ON
 AH1460'LEFT IN MOTTE, CONTINUE STRAIGHT AHEAD ON TRACK ROAD 2.75
 AH1460'MILES TO GATE, PASS THROUGH GATE AND CONTINUE ON TRACK
 AH1460'ROAD WHICH KEEPS CLOSE TO SHORE FOR 3.8 MILES TO SEVERAL
 AH1460'POSTS ON RIGHT JUST W OF PENESCAL 2 1912.  FROM HERE
 AH1460'THERE IS NO DIRECT ROUTE AS IT IS NECESSARY TO DETOUR
 AH1460'AROUND THE NUMEROUS PONDS AND MILEAGE COULD NOT BE CHECKED.
 AH1460'THE BEACH CAN BE DRIVEN DURING DRY SEASON WITH
 AH1460'FOUR-WHEEL DRIVE VEHICLES, 3.2 MILES DISTANCE FROM THE
 AH1460'STATION.
 AH1460'
 AH1460'NOTE--KEYS FOR THE LOCKED GATES CAN BE OBTAINED FROM RANCH
 AH1460'OFFICIALS IN SARITA.
 AH1460
 AH1460                          STATION RECOVERY (1950)
 AH1460
 AH1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1460'THE STATION IS LOCATED ABOUT 24 MILES EAST OF SARITA AND ABOUT
 AH1460'1.0 MILE WEST OF POINT PENESCAL ON THE HIGHEST POINT OF A
 AH1460'PROMINENT SAND RIDGE NEAR THE SITE OF GRIFFINS POINT 3 AND ON
 AH1460'LAND OWNED BY THE KENEDY RANCH.  IT IS ABOUT 225 FEET SOUTH
 AH1460'OF THE SOUTH SHORE OF BAFFIN BAY AND 4 FEET NORTHEAST OF
 AH1460'WITNESS POST.  IT IS STAMPED GRIFFINS POINT 4 1949 AND
 AH1460'PROJECTS 4 INCHES.
 AH1460'
 AH1460'REFERENCE MARK NO 1 IS WEST-SOUTHWEST OF THE STATION AND
 AH1460'ABOUT 3 FEET LOWER IN ELEVATION THAN STATION MARK.  IT IS 3 FEET
 AH1460'NORTHEAST OF WITNESS POST AND ABOUT 250 FEET SOUTH OF THE
 AH1460'SOUTH SHORE OF BAFFIN BAY.  IT IS STAMPED GRIFFINS POINT
 AH1460'4 NO 1 1949 AND PROJECTS 4 INCHES.
 AH1460'
 AH1460'REFERENCE MARK NO 2 IS NORTHEAST OF THE STATION AND ABOUT
 AH1460'25 FEET LOWER IN ELEVATION THAN STATION MARK.  IT IS ABOUT
 AH1460'225 FEET SOUTH OF THE SOUTH SHORE OF BAFFIN BAY AND 3 FEET
 AH1460'NORTH OF WITNESS POST.  IT IS STAMPED GRIFFINS POINT 4 NO
 AH1460'2 1949 AND PROJECTS 4 INCHES.
 AH1460'
 AH1460'U.S.E. 137 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT 0.5
 AH1460'MILE EAST OF THE STATION, ABOUT 200 YARDS SOUTH OF THE SOUTH
 AH1460'SHORE OF BAFFIN BAY AND 3 FEET SOUTH OF WITNESS POST.  IT IS
 AH1460'A STANDARD UNITED STATES ENGINEERS BENCH MARK PROJECTING 1
 AH1460'INCH ABOVE GROUND AND STAMPED 137.  TO REACH FROM THE STATION,
 AH1460'GO EAST ON DIM TRACK ROAD FOR 0.6 MILE TO THE MARK AS DESCRIBED.
 AH1460'
 AH1460'TO REACH THE STATION FROM THE POST OFFICE IN SARITA, GO EAST
 AH1460'0.15 MILE TO U.S. HIGHWAY NO 77, CONTINUE EAST ON GRADED
 AH1460'ROAD FOR 2.45 MILES TO LOCKED GATE, (KEY TO GATE WILL HAVE
 AH1460'TO BE OBTAINED FROM RANCH OFFICIALS IN SARITA) PASS THROUGH
 AH1460'GATE AND CONTINUE EAST FOR 3.2 MILES TO FORKS JUST WEST OF
 AH1460'THE KENEDY RANCH HOUSE, BEAR LEFT AND CONTINUE FOR 0.35
 AH1460'MILE TO GATE, PASS THROUGH GATE AND CONTINUE FOR 0.4 MILE
 AH1460'TO FORK, BEAR RIGHT FOR 0.15 MILE TO GATE, PASS THROUGH
 AH1460'AND CONTINUE EAST ON GRADED ROAD PASSING THROUGH TWO GATES
 AH1460'FOR 4.0 MILES TO SIDE ROAD RIGHT JUST BEFORE REACHING HOUSE
 AH1460'ON BAFFIN BAY, BEAR RIGHT AND FOLLOW ROAD AROUND BAY SHORE
 AH1460'IN AN EASTERLY DIRECTION FOR 1.4 MILES TO LOCKED GATE, (KEY
 AH1460'WILL HAVE TO BE OBTAINED FROM RANCH OFFICIALS AT SARITA)
 AH1460'PASS THROUGH GATE AND CONTINUE FOR 0.05 MILE TO FORKS,
 AH1460'BEAR LEFT AND CONTINUE ALONG BAY SHORE FOR 5.10 MILES TO
 AH1460'GATE, PASS THROUGH AND CONTINUE ON TRACK ROAD FOR 3.8
 AH1460'MILES TO SEVERAL POSTS ON RIGHT AND DIM FORK, BEAR
 AH1460'RIGHT AND FOLLOW DIM TRACK ROAD IN A SOUTHEASTERLY
 AH1460'DIRECTION DOWN RIDGE FOR 1.7 MILES TO DIM ANGLING
 AH1460'CROSSROAD, TURN LEFT IN A NORTHEASTERLY DIRECTION FOR 1.0 MILE
 AH1460'TO FLOWING WELL ON LEFT, CONTINUE IN A NORTHEASTERLY
 AH1460'DIRECTION FOR 2.6 MILES TO A PROMINENT SAND RIDGE ABOUT
 AH1460'0.15 MILE NORTH, TURN LEFT AND GO NORTH 0.15 MILE TO
 AH1460'SAND RIDGE AND STATION AS DESCRIBED.
 AH1460'
 AH1460'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 AH1460
 AH1460                          STATION RECOVERY (1968)
 AH1460
 AH1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1460'LOST.  SEVERAL BROKEN OR UPROOTED MONUMENTS WERE FOUND IN THE
 AH1460'STATION AREA, BUT NO DISKS WERE FOUND.  IT IS POSSIBLE THAT
 AH1460'THE STATION HAS BEEN COVERED BY A LARGE MIGRATING SAND DUNE.
 AH1460
 AH1460                          STATION RECOVERY (1969)
 AH1460
 AH1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1460'THE 1950 RECOVERY NOTE DESCRIPTION WAS USED TO FIND REFERENCE
 AH1460'MARKS.
 AH1460'
 AH1460'THE STATION SURFACE MARK WAS FOUND TO BE DESTROYED.  THE
 AH1460'SUB-STATION MARK WAS PROBED FOR BUT NOT FOUND.  IT IS BELIEVE
 AH1460'THE MARK IS LOST AS THE SAND DUNE AT STATION SITE HAS SHIFTED.
 AH1460'THE HIGHEST PART OF THE SAND DUNE IS ABOUT 100 FEET WEST AND
 AH1460'ABOUT 10 FEET HIGHER THAN WHERE THE DISTANCES FROM THE REFERENCE
 AH1460'MARKS PLACED THE STATION.  REFERENCE MARKS NO. 1 AND NO. 2
 AH1460'WERE FOUND TO BE IN GOOD CONDITION.
 AH1460'
 AH1460'ADDITIONAL NOTES FOR FUTURE RECOVERY OF REFERENCE MARKS
 AH1460'AND ROUTE TO REACH ARE AS FOLLOWS--REFERENCE MARK NO. 1, A
 AH1460'STANDARD DISK, STAMPED GRIFFINS POINT 4 NO 1 1949, IS SET
 AH1460'IN A SQUARE CONCRETE POST, ON THE NORTH SLOPEOF SHIFTING
 AH1460'DUNE, 3.5 FEET EAST OF A 4 IN X 4 IN WOODEN WITNESS POST.
 AH1460'AT TIME OF RECOVERY MARK WAS 1 FOOT BELOW SURFACE OF SAND.
 AH1460'
 AH1460'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED GRIFFINS POINT
 AH1460'4 NO 2 1949, IS SET IN A SQUARE CONCRETE POST, IS IN A FLAT
 AH1460'AREA WITH SAND DUNES AT THE SOUTH AND EAST OF MARK, 2 FEET
 AH1460'NORTH OF A METAL WITNESS POST.  AT TIME OF RECOVERY MARK
 AH1460'WAS 6 INCHES BELOW SURFACE OF SAND.
 AH1460'
 AH1460'TO REACH FROM THE POST OFFICE IN SARITA, GO EAST 0.15 MILE
 AH1460'TO U.S. HIGHWAY 77, TURN RIGHT ONTO HIGHWAY, SOUTH, GO 4.7
 AH1460'MILES TO A GATE ON LEFT.  (OBTAIN PERMISSION TO ENTER GATE
 AH1460'FROM OFFICIALS AT SARITA).  PASS THROUGH GATE, GO EAST ON
 AH1460'MAIN TRAVELED ROAD, PASSING THROUGH SEVERAL BUMP GATES,
 AH1460'FOR 22.9 MILES TO THE WEST SHORE OF LAGUNA MADRE, BEAR LEFT,
 AH1460'NORTHERLY, GO 0.75 MILE TO A ROAD FORK, KEEP RIGHT FORK,
 AH1460'NORTHERLY, AND FOLLOW A TRACK ROAD WHICH PARALLELS THE SHORE FOR
 AH1460'4.6 MILES TO A DIM TRACK ROAD ON LEFT, (ABOUT 0.15 MILE
 AH1460'BEFORE REACHING PENESCAL POINT).  TURN LEFT AND FOLLOW
 AH1460'THE DIM TRACK ROAD FOR 0.4 MILE TO 137 (USE) THE AZIMUTH
 AH1460'MARK ON RIGHT.  CONTINUE WEST ON THE TRACK ROAD 0.6 MILE
 AH1460'TO GRIFFINS POINT 4 REFERENCE MARKS ON THE RIGHT.
 AH1460'
 AH1460'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--24 MILES
 AH1460'EAST OF SARITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1220 ***********************************************************************
 BL1220  DESIGNATION -  GRIFFITH
 BL1220  PID         -  BL1220
 BL1220  STATE/COUNTY-  TX/HARRIS
 BL1220  USGS QUAD   -  MAEDAN (1982)
 BL1220
 BL1220                         *CURRENT SURVEY CONTROL
 BL1220  ___________________________________________________________________
 BL1220* NAD 83(1993)-  30 01 02.91548(N)    095 18 01.46164(W)     ADJUSTED  
 BL1220* NAVD 88     -        29.32   (+/-2cm)      96.2    (feet)  VERTCON   
 BL1220  ___________________________________________________________________
 BL1220  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BL1220  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1220
 BL1220  HORZ ORDER  -  FIRST
 BL1220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1220
 BL1220.The horizontal coordinates were established by classical geodetic methods
 BL1220.and adjusted by the National Geodetic Survey in February 1996..
 BL1220
 BL1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1220.The vertical order pertains to the NGVD 29 superseded value.
 BL1220
 BL1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1220
 BL1220.The geoid height was determined by GEOID03.
 BL1220
 BL1220;                    North         East     Units Scale Factor Converg.
 BL1220;SPC TXSC     - 4,247,710.363   956,814.432   MT  0.99993401   +1 48 44.9
 BL1220;SPC TXSC     -13,936,029.75  3,139,148.68   sFT  0.99993401   +1 48 44.9
 BL1220;SPC TX C     - 3,049,872.336 1,185,371.269   MT  1.00002796   +2 35 32.1
 BL1220;SPC TX C     -10,006,122.82  3,889,005.57   sFT  1.00002796   +2 35 32.1
 BL1220;UTM  15      - 3,322,950.728   278,140.059   MT  1.00020732   -1 09 04.6
 BL1220
 BL1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1220!SPC TXSC     -   0.99999973  x   0.99993401  =   0.99993374
 BL1220!SPC TX C     -   0.99999973  x   1.00002796  =   1.00002769
 BL1220!UTM  15      -   0.99999973  x   1.00020732  =   1.00020705
 BL1220
 BL1220|---------------------------------------------------------------------|
 BL1220| PID    Reference Object                     Distance      Geod. Az  |
 BL1220|                                                           dddmmss.s |
 BL1220| BL1222 GRIFFITH RM 1                        30.498 METERS 01049     |
 BL1220| BL2196 PORTER TRUCKLINE GAS CO MAST        APPROX.10.7 KM 0365642.5 |
 BL1220| BL1219 GRIFFITH RM 2                        35.424 METERS 11427     |
 BL1220| AW6632 HUMBLE MUNICIPAL TANK               APPROX. 4.1 KM 1253552.2 |
 BL1220| BL1218 GRIFFITH AZ MK                                     1394503.9 |
 BL1220| BL1221 PTS 139                               5.327 METERS 31215     |
 BL1220|---------------------------------------------------------------------|
 BL1220
 BL1220                          SUPERSEDED SURVEY CONTROL
 BL1220
 BL1220  NAD 83(1986)-  30 01 02.93041(N)    095 18 01.44363(W) AD(       ) 1
 BL1220  NAD 27      -  30 01 02.14003(N)    095 18 00.68079(W) AD(       ) 1
 BL1220  NGVD 29 (??/??/92)   29.316  (m)           96.18   (f) ADJ UNCH    2 0
 BL1220
 BL1220.Superseded values are not recommended for survey control.
 BL1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1220.See file dsdata.txt to determine how the superseded data were derived.
 BL1220
 BL1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7814022951(NAD 83)
 BL1220_MARKER: DB = BENCH MARK DISK
 BL1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1220_STAMPING: GRIFFITH 1942
 BL1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1220+STABILITY: SURFACE MOTION
 BL1220
 BL1220  HISTORY     - Date     Condition        Report By
 BL1220  HISTORY     - 1942     MONUMENTED       CGS
 BL1220  HISTORY     - 1942     GOOD             CGS
 BL1220  HISTORY     - 1952     GOOD             CGS
 BL1220  HISTORY     - 1967     GOOD             CGS
 BL1220  HISTORY     - 1968     GOOD             CGS
 BL1220  HISTORY     - 1968     GOOD             NGS
 BL1220  HISTORY     - 1970     GOOD             TSI
 BL1220  HISTORY     - 1972     GOOD             NGS
 BL1220  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 BL1220
 BL1220                          STATION DESCRIPTION
 BL1220
 BL1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL1220'STATION IS LOCATED ABOUT 2.5 MILES WNW OF HUMBLE, ON LAND
 BL1220'OWNED BY DR. P.S. GRIFFITH AND OCCUPIED BY C. WOODYARD, WHO LIVES
 BL1220'ABOUT 1 MILE S OF THE STATION.  IT IS 95 FEET W OF THE CENTER
 BL1220'LINE OF A WOODS ROAD, 14 FEET S OF A TRIANGULAR-BLAZED 16-INCH
 BL1220'PINE TREE, AND 4 FEET N OF A WHITE REFERENCE POST.  IT IS
 BL1220'STAMPED GRIFFITH 1942 AND PROJECTS ABOUT 6 INCHES.
 BL1220'
 BL1220'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL1220'BRONZE DISKS SET IN CONCRETE.
 BL1220'
 BL1220'REFERENCE MARK NO. 1 IS N OF THE STATION, 8 FEET E OF A 16-INCH
 BL1220'ELM TREE, AND 5 FEET W OF A 12-INCH PINE TREE.  IT IS STAMPED
 BL1220'GRIFFITH NO. 1 1942 AND PROJECTS ABOUT 6 INCHES.
 BL1220'
 BL1220'REFERENCE MARK NO. 2 IS ESE OF THE STATION, 22 FEET N OF A
 BL1220'6-INCH PINE TREE, AND 19 FEET E OF THE CENTER LINE OF THE WOODS
 BL1220'ROAD.  IT IS STAMPED GRIFFITH NO. 2 1942 AND PROJECTS ABOUT
 BL1220'6 INCHES.
 BL1220'
 BL1220'THE AZIMUTH MARK IS SE OF THE STATION, 0.05 MILE E OF THE
 BL1220'CENTER LINE OF THE WOODS ROAD, 18 FEET E OF A BLAZED PINE TREE,
 BL1220'AND 4 FEET E OF A WHITE REFERENCE POST.  IT IS STAMPED GRIFFITH
 BL1220'1942 AND PROJECTS ABOUT 4 INCHES.
 BL1220'
 BL1220'A LARGE AMOUNT OF CLEARING WILL BE NECESSARY TO SEE THE AZIMUTH
 BL1220'MARK.
 BL1220'
 BL1220'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35
 BL1220'AND U.S. HIGHWAY 59 ABOUT 0.5 MILE W OF HUMBLE, GO W ON STATE
 BL1220'HIGHWAY 35 FOR 1.7 MILES TO A WHITE BOARD GATE ON THE RIGHT
 BL1220'AND A SIGN PEDDYPOINT FARM, TURN RIGHT THROUGH GATE AND FOLLOW
 BL1220'WOODS ROAD FOR 1 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 BL1220'ON WOODS ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 BL1220'
 BL1220'A 77-FOOT SIGNAL AT BENDER, A 90-FOOT SIGNAL AT BRACY, A
 BL1220'90-FOOT SIGNAL AT SPURCK, A 90-FOOT SIGNAL AT HAFER, A
 BL1220'90-FOOT SIGNAL AT SPRING, A 100-FOOT SIGNAL AT ASHE, A
 BL1220'123-FOOT SIGNAL AT PORTER, AND A 77-FOOT SIGNAL AT BOY ARE VISIBLE
 BL1220'AT 90 FEET.
 BL1220
 BL1220                          STATION RECOVERY (1942)
 BL1220
 BL1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 BL1220'STATION, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH WERE
 BL1220'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 BL1220'
 BL1220'STATION IS ON LAND OWNED BY DR. P.S. GRIFFITH AND OCCUPIED
 BL1220'BY MR. C. WOODYARD, WHO LIVES ABOUT 1.0 MILE S OF THE STATION.
 BL1220'IT IS ABOUT 95.0 FEET W OF THE CENTER LINE OF THE ROAD, 13.5
 BL1220'FEET SE OF A 14-INCH TRIANGULAR BLAZE ON PINE TREE AND 5.2
 BL1220'FEET NW OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS STAMPED
 BL1220'GRIFFITH 1942.  THE MONUMENT PROJECTS 0.3 FOOT.
 BL1220'
 BL1220'REFERENCE MARK NO. 1 IS ABOUT 100.0 FEET N OF THE STATION,
 BL1220'89.5 FEET W OF THE CENTER LINE OF THE ROAD, 51.0 FEET W OF A
 BL1220'TELEPHONE LINE AND 5.8 FEET W OF A 12-INCH PINE TREE.  IT IS
 BL1220'STAMPED GRIFFITH NO. 1 1942.  THE MONUMENT PROJECTS 0.5 FOOT.
 BL1220'
 BL1220'REFERENCE MARK NO. 2 IS ABOUT 116.4 FEET SE OF THE STATION,
 BL1220'18.2 FEET E OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE
 BL1220'OF THE ROAD.  IT IS STAMPED GRIFFITH NO. 2 1942.  THE MONUMENT
 BL1220'PROJECTS ABOUT 0.4 FOOT.
 BL1220'
 BL1220'AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHEASTERLY FROM THE STATION,
 BL1220'322 FEET E OF THE CENTER LINE OF THE ROAD.  STAMPED GRIFFITH
 BL1220'1942.
 BL1220'
 BL1220'TO REACH FROM THE HUMBLE COURTHOUSE--PROCEED 2.1 MILES WESTERLY
 BL1220'ALONG THE HUMBLE-WESTFIELD ROAD TO SIGN PEDDYPOINT FARM AND
 BL1220'INTERSECTION OF PRIVATE ROAD.  THENCE, GO 1.2 MILES NORTHERLY
 BL1220'ALONG PRIVATE ROAD TO THE SITE OF THE STATION.
 BL1220
 BL1220                          STATION RECOVERY (1952)
 BL1220
 BL1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1220'THE STATION AND ALL MARKS WERE RECOVERED AND ARE IN GOOD
 BL1220'CONDITION.
 BL1220'
 BL1220'A DISCREPANCY WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 BL1220'NO. 2 AND IN THE DIRECTION TO P.T. 139 (USGS).
 BL1220'
 BL1220'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL1220'
 BL1220'THE STATION IS LOCATED IN A WOODED AREA ABOUT 2.5 MILES
 BL1220'WEST-NORTHWEST OF HUMBLE.  IT IS 98.0 FEET WEST OF THE CENTER OF
 BL1220'A SHELL ROAD IN A SMALL CLEARING.  IT PROJECTS 3 INCHES AND
 BL1220'IS STAMPED GRIFFITH 1942.
 BL1220'
 BL1220'REFERENCE MARK NO. 1 IS 95.0 FEET WEST OF THE CENTER OF A
 BL1220'SHELL ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED GRIFFITH
 BL1220'NO 1 1942.
 BL1220'
 BL1220'REFERENCE MARK NO. 2 IS 16.0 FEET EAST OF THE CENTER OF A
 BL1220'SHELL ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED GRIFFITH NO
 BL1220'2 1942.
 BL1220'
 BL1220'THE AZIMUTH MARK IS LOCATED ABOUT 0.05 MILE EAST OF A SHELL
 BL1220'ROAD IN THE SOUTHEAST CORNER OF A CLEARING.  IT IS 2.0 FEET
 BL1220'WEST OF A WITNESS POST, PROJECTS 3 INCHES AND IS STAMPED
 BL1220'GRIFFITH 1942.
 BL1220'
 BL1220'P.T. 139 (USGS) IS 100 FEET WEST OF THE CENTER OF A SHELL ROAD.
 BL1220'IT IS A BRONZE CAP RIVETED TO THE TOP OF A 4 INCH CAST IRON
 BL1220'PIPE PROJECTING 10 INCHES ABOVE THE GROUND.  THE CAST IRON
 BL1220'PIPE IS RUSTED THROUGH JUST ABOVE THE GROUND FOR ABOUT ONE
 BL1220'THIRD OF THE CIRCUMFERENCE.  IT IS STAMPED PRIM TRAV STA NO
 BL1220'139 1915.
 BL1220'
 BL1220'TO REACH THE STATION FROM THE RAILROAD DEPOT JUST WEST OF THE
 BL1220'POST OFFICE IN HUMBLE, GO WEST ON AN OILED STREET FOR 0.3 MILE
 BL1220'TO THE TRAFFIC LIGHT AT THE JUNCTION OF STATE ROUTE NO. 35
 BL1220'AND U.S. HIGHWAY NO. 59.  HERE GO WEST ON STATE ROUTE NO. 35
 BL1220'FOR 1.7 MILES TO A WHITE BOARD GATE ON THE RIGHT AND A SIGN
 BL1220'PEDDYPOINT FARM, TURN RIGHT THROUGH THIS GATE AND GO NORTH ON
 BL1220'A SHELL ROAD FOR 1.2 MILES AND THE STATION ON THE LEFT AS
 BL1220'DESCRIBED.
 BL1220'
 BL1220'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 BL1220'A SHELL ROAD FOR 0.2 MILE TO A TRIANGULAR BLAZED TREE ON THE
 BL1220'LEFT, HERE TURN LEFT AND FOLLOW ALONG THE SOUTH EDGE OF A
 BL1220'CLEARING FOR 0.05 MILE TO THE SOUTHEAST CORNER OF THE CLEARING
 BL1220'AND THE AZIMUTH MARK AS DESCRIBED.
 BL1220
 BL1220                          STATION RECOVERY (1967)
 BL1220
 BL1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DLW)
 BL1220'TO REACH FROM THE POST OFFICE IN HUMBLE, GO NORTHEAST ONE
 BL1220'BLOCK TO TEXAS FARM ROAD 1960.  TURN LEFT ON TEXAS FARM ROAD
 BL1220'1960 AND GO WESTERLY FOR 2.0 MILES TO AN ALUMINUM GATE ON THE
 BL1220'RIGHT AT A MAIL BOX RT 2 BOX 1660, AND THE NUMBER 8427 ON THE
 BL1220'WEST GATE POST.  TURN RIGHT AND FOLLOW A DIRT ROAD NORTH FOR
 BL1220'0.25 MILE TO A GAP IN THE OLD EAST-WEST FENCELINE.  CONTINUE
 BL1220'NORTH FOR 0.7 MILE TO A TRIANGLE BLAZED 10 INCH PINE ON THE
 BL1220'RIGHT-(AZIMUTH MARK IS 118 PACES EAST OF THE CENTERLINE OF
 BL1220'THE ROAD AT THIS POINT.  (ENTER WOODS AND GO EAST TO A
 BL1220'CLEARING, THENCE EAST ALONG THE SOUTH EDGE OF THE CLEARING TO
 BL1220'THE SOUTHEAST CORNER AND THE MARK AS DESCRIBED
 BL1220'BELOW.)-CONTINUE NORTH ON ROAD FOR 0.1 MILE TO A POWERLINE
 BL1220'CROSSING, CONTINUE NORTH FOR 0.05 MILE TO REFERENCE MARK
 BL1220'NUMBER 2 ON THE RIGHT AT A TRIANGLE BLAZED PINE, AND THE
 BL1220'STATION ON THE LEFT.
 BL1220'
 BL1220'THE AZIMUTH MARK IS IN THE WOODS 10 PACES SOUTHEAST OF THE
 BL1220'SOUTHEAST CORNER OF A CLEARING, 3 PACES NORTHWEST OF A 12 INCH
 BL1220'PINE WITH A TRIANGLE BLAZE, AND IS MARKED BY A STEEL WITNESS
 BL1220'POST AND SIGN.
 BL1220'
 BL1220'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 BL1220'WEST-NORTHWEST OF HUMBLE.
 BL1220
 BL1220                          STATION RECOVERY (1968)
 BL1220
 BL1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL1220'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 BL1220'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 BL1220'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.  PRIMARY
 BL1220'TRAVERSE STATION NO. 139 (USGS) 1942 WAS REINFORCED BY CONCRETE
 BL1220'AT THIS TIME.  THE DISTANCE AND DIRECTION TO ALL THE MARKS
 BL1220'CHECKED.  FOLLOWING IS A NEW DESCRIPTION.
 BL1220'
 BL1220'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF THE
 BL1220'HOUSTON INTERCONTINENTAL AIRPORT, 2-1/2 MILES WEST-NORTHWEST
 BL1220'OF HUMBLE, 1 MILE NORTH OF FARM ROAD 1960 AND ON PROPERTY
 BL1220'OF AN ESTATE HEADED BY MR. EDGAR MONTEITH.
 BL1220'
 BL1220'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 BL1220'FARM ROAD 1960 IN THE WEST EDGE OF HUMBLE, GO WEST ON FARM
 BL1220'ROAD 1960 FOR 1.7 MILES TO A LOCKED ALUMINUM GATE ON THE RIGHT
 BL1220'AND THE NUMBER 8427 ON THE WEST GATE POST.  TURN RIGHT, PASS
 BL1220'THROUGH THE GATE AND GO NORTH ON A DIRT ROAD FOR 0.25 MILE
 BL1220'TO A GAP IN AN EAST-WEST FENCE LINE.  CONTINUE NORTH ON THE
 BL1220'DIRT ROAD FOR 0.7 MILE TO A 10-INCH TRIANGULAR BLAZED PINE
 BL1220'TREE ON THE RIGHT.  (THE AZIMUTH MARK IS ABOUT 142 PACES EAST
 BL1220'OF THE CENTER OF THE DIRT ROAD AT THIS POINT).  CONTINUE NORTH
 BL1220'ON THE DIRT ROAD FOR 0.1 MILE TO A POWER LINE CROSSING.
 BL1220'CONTINUE NORTH ON THE DIRT ROAD FOR 0.05 MILE TO REFERENCE MARK
 BL1220'NO. 2 ON THE RIGHT AND THE STATION ON THE LEFT.
 BL1220'
 BL1220'THE STATION MARK IS A STANDARD DISK STAMPED GRIFFITH 1942,
 BL1220'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 BL1220'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 95 FEET WEST OF THE
 BL1220'CENTER OF THE DIRT ROAD AND 5.3 FEET NORTHEAST OF A METAL
 BL1220'WITNESS POST.
 BL1220'
 BL1220'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GRIFFITH NO 1 1942,
 BL1220'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 BL1220'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 9 FEET EAST OF
 BL1220'AN 18-INCH ELM TREE AND 1.2 FEET SOUTHWEST OF A METAL WITNESS
 BL1220'POST.
 BL1220'
 BL1220'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GRIFFITH NO 2 1942,
 BL1220'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 BL1220'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 16 FEET EAST-SOUTHEAST
 BL1220'OF THE CENTER OF THE DIRT ROAD, 8 FEET WEST-SOUTHWEST OF A
 BL1220'10-INCH PINE TREE WITH A TRIANGULAR BLAZE AND 1 FOOT
 BL1220'WEST-SOUTHWEST OF A METAL WITNESS POST.
 BL1220'
 BL1220'PRIMARY TRAVERSE STATION NO. 139 (USGS) 1942 IS A U.S. GEOLOGICAL
 BL1220'SURVEY TRAVERSE STATION STAMPED PRIM TRAV STA NO 139 97 1915.
 BL1220'IT IS A BRONZE CAP RIVETED TO THE TOP OF A 4-INCH IRON PIPE
 BL1220'WHICH PROJECTS 10 INCHES ABOVE THE GROUND.  IT 18.5 FEET NORTH
 BL1220'OF THE METAL WITNESS POST AND ABOUT 1 FOOT HIGHER IN ELEVATION
 BL1220'THAN THE STATION MARK.
 BL1220'
 BL1220'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRIFFITH 1942,
 BL1220'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 BL1220'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 29 FEET SOUTHEAST
 BL1220'OF THE SOUTHEAST CORNER OF A CLEARING, 9 FEET NORTHWEST OF A
 BL1220'14-INCH PINE TREE WITH TRIANGULAR BLAZE AND 1 FOOT SOUTHWEST
 BL1220'OF A METAL WITNESS POST.
 BL1220'
 BL1220'HEIGHT OF LIGHT ABOVE STATION MARK 108.0 FEET.
 BL1220
 BL1220                          STATION RECOVERY (1968)
 BL1220
 BL1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BL1220'3.1 MI NW FROM HUMBLE.
 BL1220'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND FARM ROAD 1960 IN
 BL1220'THE WEST EDGE OF HUMBLE, GO WEST ON FARM ROAD 1960 FOR 1.7 MILES TO A
 BL1220'LOCKED ALUMINUM GATE ON THE RIGHT AND THE NUMBER 8427 ON THE WEST GATE
 BL1220'POST.  TURN RIGHT, PASS THROUGH THE GATE AND GO NORTH ON A DIRT ROAD
 BL1220'FOR 0.25 MILE TO A GAP IN AN EAST-WEST FENCE LINE.  CONTINUE NORTH ON
 BL1220'THE DIRT ROAD FOR 0.8 MILE TO A POWER LINE CROSSING. CONTINUE NORTH ON
 BL1220'THE DIRT ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT. THE STATION
 BL1220'MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BL1220'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND. ITIS 95 FEET WEST
 BL1220'OF THE CENTER OF THE DIRT ROAD AND 5.3 FEET NORTHEAST OF A METAL
 BL1220'WITNESS POST.  NOTE-- THE POST OFFICE IN HUMBLE HAS BEEN MOVED.
 BL1220
 BL1220                          STATION RECOVERY (1970)
 BL1220
 BL1220'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1970 (CB)
 BL1220'GRIFFITH 1942 - GOOD
 BL1220'
 BL1220'GRIFFITH NO. 2 1942 - GOOD
 BL1220'
 BL1220'AZ MK AND OTHER R.M.S NOT REPORTED.
 BL1220
 BL1220                          STATION RECOVERY (1972)
 BL1220
 BL1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ALS)
 BL1220'STATION GRIFFITH 1942, R.M. 1, R.M. 2, AND GRIFFITH 1942
 BL1220'AZIMUTH MARK WERE RECOVERED IN CONDITION.
 BL1220'
 BL1220'PRIMARY TRAVERSE STATION 139 WAS RECOVERED IN GOOD CONDITION.
 BL1220'THE STATION APPEARS TO HAVE BEEN REINFORCED WITH A CONCRETE
 BL1220'COLLAR.
 BL1220'
 BL1220'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES NW
 BL1220
 BL1220                          STATION RECOVERY (1996)
 BL1220
 BL1220'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1218 ***********************************************************************
 BL1218  DESIGNATION -  GRIFFITH AZ MK
 BL1218  PID         -  BL1218
 BL1218  STATE/COUNTY-  TX/HARRIS
 BL1218  USGS QUAD   -  MAEDAN (1982)
 BL1218
 BL1218                         *CURRENT SURVEY CONTROL
 BL1218  ___________________________________________________________________
 BL1218* NAD 83(1986)-  30 00 51.     (N)    095 17 55.     (W)     SCALED    
 BL1218* NAVD 88     -        28.15   (+/-2cm)      92.4    (feet)  VERTCON   
 BL1218  ___________________________________________________________________
 BL1218  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1218
 BL1218  VERT ORDER  -  THIRD (See Below)
 BL1218
 BL1218.The horizontal coordinates were scaled from a topographic map and have
 BL1218.an estimated accuracy of +/- 6 seconds.
 BL1218
 BL1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1218.The vertical order pertains to the NGVD 29 superseded value.
 BL1218
 BL1218.The geoid height was determined by GEOID03.
 BL1218
 BL1218;                    North         East    Units  Estimated Accuracy
 BL1218;SPC TXSC     - 4,247,350.      957,000.      MT  (+/- 180 meters Scaled)
 BL1218
 BL1218                          SUPERSEDED SURVEY CONTROL
 BL1218
 BL1218  NGVD 29 (??/??/??)   28.15   (m)           92.4    (f) RESET       3  
 BL1218
 BL1218.Superseded values are not recommended for survey control.
 BL1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1218.See file dsdata.txt to determine how the superseded data were derived.
 BL1218
 BL1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP783225(NAD 83)
 BL1218_MARKER: DB = BENCH MARK DISK
 BL1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1218_STAMPING: GRIFFITH 1942
 BL1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1218+STABILITY: SURFACE MOTION
 BL1218
 BL1218  HISTORY     - Date     Condition        Report By
 BL1218  HISTORY     - 1942     MONUMENTED       CGS
 BL1218  HISTORY     - 1968     GOOD             NGS
 BL1218  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 BL1218
 BL1218                          STATION DESCRIPTION
 BL1218
 BL1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BL1218'2.95 MI NW FROM HUMBLE.
 BL1218'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND FARM ROAD 1960 IN
 BL1218'THE WEST EDGE OF HUMBLE, GO WEST ON FARM ROAD 1960 FOR 1.7 MILES TO A
 BL1218'LOCKED ALUMINUM GATE ON THE RIGHT AND THE NUMBER 8427 ON THE WEST GATE
 BL1218'POST.  TURN RIGHT, PASS THROUGH THE GATE AND GO NORTH ON A DIRT ROAD
 BL1218'FOR 0.25 MILE TO A GAP IN AN EAST-WEST FENCE LINE.  CONTINUE NORTH ON
 BL1218'THE DIRT ROAD FOR 0.7 MILE TO A 10-INCH TRIANGULAR BLAZED PINE TREE ON
 BL1218'THE RIGHT.  THE AZIMUTH MARK IS ABOUT 142 PACES EAST OF THE CENTER OF
 BL1218'THE DIRT ROAD AT THIS POINT.  THE AZIMUTH MARK IS A STANDARD DISK SET
 BL1218'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 BL1218'INCHES ABOVE THE GROUND.  IT IS 29 FEET SOUTHEAST OF THE SOUTHEAST
 BL1218'CORNER OF A CLEARING, 9 FEET NORTHWEST OF A 14-INCH PINE TREE WITH
 BL1218'TRIANGULAR BLAZE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST. NOTE--
 BL1218'THE POST OFFICE IN HUMBLE HAS BEEN MOVED.
 BL1218
 BL1218                          STATION RECOVERY (1996)
 BL1218
 BL1218'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2325 ***********************************************************************
 AH2325  DESIGNATION -  GRIFFITH ET
 AH2325  PID         -  AH2325
 AH2325  STATE/COUNTY-  TX/BAILEY
 AH2325  USGS QUAD   -  MULESHOE (1980)
 AH2325
 AH2325                         *CURRENT SURVEY CONTROL
 AH2325  ___________________________________________________________________
 AH2325* NAD 83(1993)-  34 13 31.08615(N)    102 43 18.14417(W)     ADJUSTED  
 AH2325* NAVD 88     -      1207.8    (meters)    3963.     (feet)  VERTCON   
 AH2325  ___________________________________________________________________
 AH2325  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 AH2325  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AH2325
 AH2325  HORZ ORDER  -  THIRD
 AH2325
 AH2325.The horizontal coordinates were established by classical geodetic methods
 AH2325.and adjusted by the National Geodetic Survey in July 1998..
 AH2325
 AH2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2325
 AH2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2325
 AH2325.The geoid height was determined by GEOID03.
 AH2325
 AH2325;                    North         East     Units Scale Factor Converg.
 AH2325;SPC TXNC     - 2,291,565.110   211,083.888   MT  1.00008241   -2 18 09.0
 AH2325;SPC TXNC     - 7,518,243.20    692,531.06   sFT  1.00008241   -2 18 09.0
 AH2325;UTM  13      - 3,789,484.933   709,858.829   MT  1.00014291   +1 16 54.8
 AH2325
 AH2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2325!SPC TXNC     -   0.99981426  x   1.00008241  =   0.99989665
 AH2325!UTM  13      -   0.99981426  x   1.00014291  =   0.99995714
 AH2325
 AH2325                          SUPERSEDED SURVEY CONTROL
 AH2325
 AH2325  NGVD 29 (07/28/98) 1207.2    (m)         3961.     (f) VERT ANG       
 AH2325
 AH2325.Superseded values are not recommended for survey control.
 AH2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2325.See file dsdata.txt to determine how the superseded data were derived.
 AH2325
 AH2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT0985989485(NAD 83)
 AH2325_MARKER: DS = TRIANGULATION STATION DISK
 AH2325
 AH2325  HISTORY     - Date     Condition        Report By
 AH2325  HISTORY     - 1962     MONUMENTED       USGS
 AH2325
 AH2325                          STATION DESCRIPTION
 AH2325
 AH2325'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2325'LOCATED ON TOP OF THE HEADER HOUSE OF THE GRIFFITH ELEVATOR IN
 AH2325'MULESHOE, TEXAS.  THIS IS THE EASTERNMOST OF THREE ELEVATORS IN TOWN.
 AH2325'STATION MARK--STANDARD TABLET STAMPED---GRIFFITH-ET 1962---, SET IN
 AH2325'THE EXACT CENTER OF THE CONCRETE ROOF.
 AH2325'AZIMUTH MARK NO. 1--CITY OF LUBBOCK RADIO TOWER, ABOUT 7 MI. SE. OF
 AH2325'MULESHOE, IN TRUE DIRECTION 314 DEGREES 22 MINUTES 12 SECONDS.
 AH2325'AZIMUTH MARK NO. 2--STATE HIGHWAY RADIO TOWER, ABOUT 1 MI. NW. OF
 AH2325'MULESHOE, 121 DEGREES 17 MINUTES 46 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1222 ***********************************************************************
 BL1222  DESIGNATION -  GRIFFITH RM 1
 BL1222  PID         -  BL1222
 BL1222  STATE/COUNTY-  TX/HARRIS
 BL1222  USGS QUAD   -  MAEDAN (1982)
 BL1222
 BL1222                         *CURRENT SURVEY CONTROL
 BL1222  ___________________________________________________________________
 BL1222* NAD 83(1986)-  30 01 04.     (N)    095 18 01.     (W)     SCALED    
 BL1222* NAVD 88     -        29.30   (+/-2cm)      96.1    (feet)  VERTCON   
 BL1222  ___________________________________________________________________
 BL1222  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1222
 BL1222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1222
 BL1222.The horizontal coordinates were scaled from a topographic map and have
 BL1222.an estimated accuracy of +/- 6 seconds.
 BL1222
 BL1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1222.The vertical order pertains to the NGVD 29 superseded value.
 BL1222
 BL1222.The geoid height was determined by GEOID03.
 BL1222
 BL1222;                    North         East    Units  Estimated Accuracy
 BL1222;SPC TXSC     - 4,247,740.      956,830.      MT  (+/- 180 meters Scaled)
 BL1222
 BL1222                          SUPERSEDED SURVEY CONTROL
 BL1222
 BL1222  NGVD 29 (??/??/92)   29.294  (m)           96.11   (f) ADJ UNCH    2 0
 BL1222
 BL1222.Superseded values are not recommended for survey control.
 BL1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1222.See file dsdata.txt to determine how the superseded data were derived.
 BL1222
 BL1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP781229(NAD 83)
 BL1222_MARKER: DR = REFERENCE MARK DISK
 BL1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1222_STAMPING: GRIFFITH NO 1 1942
 BL1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1222+STABILITY: SURFACE MOTION
 BL1222
 BL1222  HISTORY     - Date     Condition        Report By
 BL1222  HISTORY     - 1942     MONUMENTED       CGS
 BL1222  HISTORY     - 1968     GOOD             NGS
 BL1222  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 BL1222
 BL1222                          STATION DESCRIPTION
 BL1222
 BL1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BL1222'3.1 MI NW FROM HUMBLE.
 BL1222'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND FARM ROAD 1960 IN
 BL1222'THE WEST EDGE OF HUMBLE, GO WEST ON FARM ROAD 1960 FOR 1.7 MILES TO A
 BL1222'LOCKED ALUMINUM GATE ON THE RIGHT AND THE NUMBER 8427 ON THE WEST GATE
 BL1222'POST.  TURN RIGHT, PASS THROUGH THE GATE AND GO NORTH ON A DIRT ROAD
 BL1222'FOR 0.25 MILE TO A GAP IN AN EAST-WEST FENCE LINE.  CONTINUE NORTH ON
 BL1222'THE DIRT ROAD FOR 0.8 MILE TO A POWER LINE CROSSING. CONTINUE NORTH ON
 BL1222'THE DIRT ROAD FOR 0.05 MILE TO THE REFERENCE MARK ON THE LEFT.
 BL1222'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE
 BL1222'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES ABOVE THE GROUND. IT IS 9
 BL1222'FEET EAST OF AN 18-INCH ELM TREE AND 1.2 FEET SOUTHWEST OF A METAL
 BL1222'WITNESS POST.  NOTE-- THE POST OFFICE IN HUMBLE HAS BEEN MOVED.
 BL1222
 BL1222                          STATION RECOVERY (1996)
 BL1222
 BL1222'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1219 ***********************************************************************
 BL1219  DESIGNATION -  GRIFFITH RM 2
 BL1219  PID         -  BL1219
 BL1219  STATE/COUNTY-  TX/HARRIS
 BL1219  USGS QUAD   -  MAEDAN (1982)
 BL1219
 BL1219                         *CURRENT SURVEY CONTROL
 BL1219  ___________________________________________________________________
 BL1219* NAD 83(1986)-  30 01 02.     (N)    095 18 00.     (W)     SCALED    
 BL1219* NAVD 88     -        29.22   (+/-2cm)      95.9    (feet)  VERTCON   
 BL1219  ___________________________________________________________________
 BL1219  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1219
 BL1219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1219
 BL1219.The horizontal coordinates were scaled from a topographic map and have
 BL1219.an estimated accuracy of +/- 6 seconds.
 BL1219
 BL1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1219.The vertical order pertains to the NGVD 29 superseded value.
 BL1219
 BL1219.The geoid height was determined by GEOID03.
 BL1219
 BL1219;                    North         East    Units  Estimated Accuracy
 BL1219;SPC TXSC     - 4,247,680.      956,850.      MT  (+/- 180 meters Scaled)
 BL1219
 BL1219                          SUPERSEDED SURVEY CONTROL
 BL1219
 BL1219  NGVD 29 (??/??/92)   29.222  (m)           95.87   (f) ADJ UNCH    2 0
 BL1219
 BL1219.Superseded values are not recommended for survey control.
 BL1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1219.See file dsdata.txt to determine how the superseded data were derived.
 BL1219
 BL1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP781229(NAD 83)
 BL1219_MARKER: DB = BENCH MARK DISK
 BL1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1219_STAMPING: GRIFFITH NO 2 1942
 BL1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1219+STABILITY: SURFACE MOTION
 BL1219
 BL1219  HISTORY     - Date     Condition        Report By
 BL1219  HISTORY     - 1942     MONUMENTED       CGS
 BL1219  HISTORY     - 1968     GOOD             NGS
 BL1219  HISTORY     - 19960615 MARK NOT FOUND   USPSQD
 BL1219
 BL1219                          STATION DESCRIPTION
 BL1219
 BL1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BL1219'3.1 MI NW FROM HUMBLE.
 BL1219'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND FARM ROAD 1960 IN
 BL1219'THE WEST EDGE OF HUMBLE, GO WEST ON FARM ROAD 1960 FOR 1.7 MILES TO A
 BL1219'LOCKED ALUMINUM GATE ON THE RIGHT AND THE NUMBER 8427 ON THE WEST GATE
 BL1219'POST.  TURN RIGHT, PASS THROUGH THE GATE AND GO NORTH ON A DIRT ROAD
 BL1219'FOR 0.25 MILE TO A GAP IN AN EAST-WEST FENCE LINE.  CONTINUE NORTH ON
 BL1219'THE DIRT ROAD FOR 0.8 MILE TO A POWER LINE CROSSING. CONTINUE NORTH ON
 BL1219'THE DIRT ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT. REFERENCE MARK 2
 BL1219'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 BL1219'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND. IT IS 16 FEET
 BL1219'EAST-SOUTHEAST OF THE CENTER OF THE DIRT ROAD, 8 FEET WEST-SOUTHWEST
 BL1219'OF A 10-INCH PINE TREE WITH A TRIANGULAR BLAZE AND 1 FOOT
 BL1219'WEST-SOUTHWEST OF A METAL WITNESS POST.  NOTE-- THE POST OFFICE IN
 BL1219'HUMBLE HAS BEEN MOVED.
 BL1219
 BL1219                          STATION RECOVERY (1996)
 BL1219
 BL1219'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2101 ***********************************************************************
 BL2101  DESIGNATION -  GRIGSBY
 BL2101  PID         -  BL2101
 BL2101  STATE/COUNTY-  TX/HARDIN
 BL2101  USGS QUAD   -  KOUNTZE SOUTH (1984)
 BL2101
 BL2101                         *CURRENT SURVEY CONTROL
 BL2101  ___________________________________________________________________
 BL2101* NAD 83(1993)-  30 15 22.78776(N)    094 21 53.82283(W)     ADJUSTED  
 BL2101* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 BL2101  ___________________________________________________________________
 BL2101  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BL2101  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL2101
 BL2101  HORZ ORDER  -  FIRST
 BL2101
 BL2101.The horizontal coordinates were established by classical geodetic methods
 BL2101.and adjusted by the National Geodetic Survey in February 1996..
 BL2101
 BL2101.The orthometric height was scaled from a topographic map.
 BL2101
 BL2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2101
 BL2101.The geoid height was determined by GEOID03.
 BL2101
 BL2101;                    North         East     Units Scale Factor Converg.
 BL2101;SPC TX C     - 3,080,772.767 1,274,086.067   MT  0.99996565   +3 04 26.6
 BL2101;SPC TX C     -10,107,501.99  4,180,064.04   sFT  0.99996565   +3 04 26.6
 BL2101;SPC TXSC     - 4,277,381.318 1,045,944.658   MT  0.99999231   +2 16 14.8
 BL2101;SPC TXSC     -14,033,375.21  3,431,570.10   sFT  0.99999231   +2 16 14.8
 BL2101;UTM  15      - 3,347,977.549   368,687.138   MT  0.99981273   -0 41 16.3
 BL2101
 BL2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2101!SPC TX C     -   1.00000197  x   0.99996565  =   0.99996762
 BL2101!SPC TXSC     -   1.00000197  x   0.99999231  =   0.99999428
 BL2101!UTM  15      -   1.00000197  x   0.99981273  =   0.99981470
 BL2101
 BL2101|---------------------------------------------------------------------|
 BL2101| PID    Reference Object                     Distance      Geod. Az  |
 BL2101|                                                           dddmmss.s |
 BL2101| CV7667 GRIGSBY RM 3                         32.502 METERS 00717     |
 BL2101| CV7666 GRIGSBY RM 2                                       01038     |
 BL2101| CV7664 GRIGSBY AZ MK                                      0105940.7 |
 BL2101| BL2095 SOUR LAKE SUN PLINE CO RAD MST      APPROX.13.1 KM 1945636.3 |
 BL2101| BL2097 SOUR LAKE MUNICIPAL TANK            APPROX.13.8 KM 2000550.3 |
 BL2101| CV7665 GRIGSBY RM 1                         27.775 METERS 29830     |
 BL2101|---------------------------------------------------------------------|
 BL2101
 BL2101                          SUPERSEDED SURVEY CONTROL
 BL2101
 BL2101  NAD 83(1993)-  30 15 22.79464(N)    094 21 53.81828(W) AD(       ) 1
 BL2101  NAD 83(1986)-  30 15 22.80638(N)    094 21 53.80798(W) AD(       ) 1
 BL2101  NAD 27      -  30 15 22.05300(N)    094 21 53.12200(W) AD(       ) 1
 BL2101
 BL2101.Superseded values are not recommended for survey control.
 BL2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2101.See file dsdata.txt to determine how the superseded data were derived.
 BL2101
 BL2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6868747978(NAD 83)
 BL2101_MARKER: DS = TRIANGULATION STATION DISK
 BL2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2101
 BL2101  HISTORY     - Date     Condition        Report By
 BL2101  HISTORY     - 1931     MONUMENTED       CGS
 BL2101  HISTORY     - 1952     GOOD             CGS
 BL2101  HISTORY     - 1984     GOOD             LOCENG
 BL2101  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BL2101
 BL2101                          STATION DESCRIPTION
 BL2101
 BL2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAA)
 BL2101'ON THE SOUR LAKE ROAD, 9.3 MILES SW OF KOUNTZE, ABOUT 8 MILES,
 BL2101'AIR LINE, N BY E OF SOUR LAKE, ON LAND BELONGING TO MR. CLIPPENGER
 BL2101'AND MANAGED BY MR. BROWN, ABOUT 50 METERS (164 FEET) S OF
 BL2101'FARMHOUSE, 14.1 METERS (46 FEET) W OF ROAD, 22.1 METERS
 BL2101'(73 FEET) S OF GARAGE, AND 33.7 METERS (111 FEET) N OF A 10-INCH
 BL2101'MAGNOLIA TREE WITH AN OLD CROSS ON IT WHICH IS W OF THE ROAD ON
 BL2101'THE BOUNDARY BETWEEN THE ENOCH GRIGSBY AND GEORGE STEPHENSON
 BL2101'SURVEYS.
 BL2101'
 BL2101'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2101'DISKS SET IN CONCRETE.
 BL2101'
 BL2101'REFERENCE MARK NO. 1 IS 4 METERS (13 FEET) S OF THE SW CORNER
 BL2101'OF SMALL LOT, AND 27.79 METERS (91.2 FEET) FROM STATION
 BL2101'N 61 DEG 30 MIN W.
 BL2101'
 BL2101'REFERENCE MARK NO. 2 IS IN FENCE LINE 5 METERS (16 FEET) E OF
 BL2101'ROAD, ABOUT 15 METERS (49 FEET) S OF FENCE CORNER, AND APPROXIMATELY
 BL2101'110 METERS (361 FEET) FROM STATION N 10 DEG 39 MIN E.
 BL2101
 BL2101                          STATION RECOVERY (1952)
 BL2101
 BL2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2101'THE STATION MARK AND REFERENCE MARK NO. 1 WAS RECOVERED AND
 BL2101'FOUND IN VERY GOOD CONDITION.  REFERENCE MARK NO. 3 AND A NEW
 BL2101'AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 BL2101'FOLLOWS--
 BL2101'
 BL2101'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF KOUNTZE,
 BL2101'ABOUT 8 MILES NORTHEAST OF SOURLAKE, 52 FEET WEST OF THE CENTER
 BL2101'OF TEXAS STATE ROAD 326, 30 FEET NORTH OF A TREE ABOUT THREE
 BL2101'FEET IN DIAMETER WITH A TRIANGLE BLAZE AND 1 FOOT NORTH OF
 BL2101'A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED GRIGSBY
 BL2101'1931.
 BL2101'
 BL2101'REFERENCE MARK NO. 1 IS 135 FEET WEST OF THE CENTER OF TEXAS
 BL2101'STATE ROAD 326 AND 4 FEET SOUTHWEST OF A FENCE CORNER.  IT
 BL2101'PROJECTS 4 INCHES AND IS STAMPED GRIGSBY NO 1 1931.
 BL2101'
 BL2101'REFERENCE MARK NO. 3 IS 52 FEET WEST OF THE CENTER OF TEXAS
 BL2101'STATE ROAD 326 AND 6 INCHES EAST OF A NORTH-SOUTH FENCE LINE.
 BL2101'IT PROJECTS 6 INCHES AND IS STAMPED GRIGSBY NO 3 1931.  NOTE 11A.
 BL2101'
 BL2101'THE AZIMUTH MARK IS 48 FEET EAST OF THE CENTER OF TEXAS STATE
 BL2101'ROAD 326, 12 FEET SOUTH OF A HIGHLINE POLE AND 2 FEET SOUTH
 BL2101'OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED
 BL2101'GRIGSBY 1931 RESET 1952.
 BL2101'
 BL2101'TO REACH THE STATION FROM THE POST OFFICE IN SOURLAKE GO
 BL2101'EAST FOR 0.05 MILE TO THE JUNCTION WITH TEXAS STATE ROAD 326,
 BL2101'TURN LEFT AND FOLLOW TEXAS STATE ROAD 326 NORTH AND EAST FOR
 BL2101'8.7 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 BL2101'
 BL2101'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW TEXAS STATE
 BL2101'ROAD 326 NORTH FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT
 BL2101'AS DESCRIBED.
 BL2101
 BL2101                          STATION RECOVERY (1984)
 BL2101
 BL2101'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (FOH)
 BL2101'GRIGSBY 1931 RECOVERED GOOD.
 BL2101'
 BL2101'R.M. NO. 1 RECOVERED GOOD.
 BL2101'
 BL2101'FOUND AZIM. MK.  BRONZE DISK BROKEN OFF.  OTHERWISE OK.
 BL2101'
 BL2101'NO FIND R.M. NO. 3.  MEASURED ANGLE AND DISTANCE FROM STATION.
 BL2101'
 BL2101'DESCRIPTIONS AND DIRECTIONS ADEQUATE.
 BL2101'
 BL2101'DISTANCE AND DIRECTION FROM NEAREST TOWN--9.3 MI. SW OF KOUNTZE,
 BL2101'ABOUT 8 MI. NE OF SOUR LAKE.
 BL2101
 BL2101                          STATION RECOVERY (2004)
 BL2101
 BL2101'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL2101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0209 ***********************************************************************
 BZ0209  DESIGNATION -  GRINDSTONE
 BZ0209  PID         -  BZ0209
 BZ0209  STATE/COUNTY-  TX/FREESTONE
 BZ0209  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0209
 BZ0209                         *CURRENT SURVEY CONTROL
 BZ0209  ___________________________________________________________________
 BZ0209* NAD 83(1993)-  31 47 49.88279(N)    096 13 53.04191(W)     ADJUSTED  
 BZ0209* NAVD 88     -       125.588  (meters)     412.03   (feet)  ADJUSTED  
 BZ0209  ___________________________________________________________________
 BZ0209  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BZ0209  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0209  DYNAMIC HT  -         125.439 (meters)     411.54  (feet)  COMP
 BZ0209  MODELED GRAV-     979,454.1   (mgal)                       NAVD 88
 BZ0209
 BZ0209  HORZ ORDER  -  SECOND
 BZ0209  VERT ORDER  -  SECOND    CLASS 0
 BZ0209
 BZ0209.The horizontal coordinates were established by classical geodetic methods
 BZ0209.and adjusted by the National Geodetic Survey in February 1996..
 BZ0209
 BZ0209.The orthometric height was determined by differential leveling
 BZ0209.and adjusted by the National Geodetic Survey in June 1991..
 BZ0209
 BZ0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0209
 BZ0209.The geoid height was determined by GEOID03.
 BZ0209
 BZ0209.The dynamic height is computed by dividing the NAVD 88
 BZ0209.geopotential number by the normal gravity value computed on the
 BZ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0209.degrees latitude (g = 980.6199 gals.).
 BZ0209
 BZ0209.The modeled gravity was interpolated from observed gravity values.
 BZ0209
 BZ0209;                    North         East     Units Scale Factor Converg.
 BZ0209;SPC TX C     - 3,243,349.473 1,088,358.705   MT  0.99997800   +2 06 45.9
 BZ0209;SPC TX C     -10,640,889.06  3,570,723.52   sFT  0.99997800   +2 06 45.9
 BZ0209;SPC TXNC     - 2,016,794.464   814,844.550   MT  1.00011004   +1 14 14.2
 BZ0209;SPC TXNC     - 6,616,766.50  2,673,369.16   sFT  1.00011004   +1 14 14.2
 BZ0209;UTM  14      - 3,521,294.705   762,128.711   MT  1.00044751   +1 27 34.7
 BZ0209
 BZ0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0209!SPC TX C     -   0.99998427  x   0.99997800  =   0.99996227
 BZ0209!SPC TXNC     -   0.99998427  x   1.00011004  =   1.00009431
 BZ0209!UTM  14      -   0.99998427  x   1.00044751  =   1.00043177
 BZ0209
 BZ0209:                Primary Azimuth Mark                     Grid Az
 BZ0209:SPC TX C     -  FAIRFIELD MUNICIPAL TANK                 137 52 06.2
 BZ0209:SPC TXNC     -  FAIRFIELD MUNICIPAL TANK                 138 44 37.9
 BZ0209:UTM  14      -  FAIRFIELD MUNICIPAL TANK                 138 31 17.4
 BZ0209
 BZ0209|---------------------------------------------------------------------|
 BZ0209| PID    Reference Object                     Distance      Geod. Az  |
 BZ0209|                                                           dddmmss.s |
 BZ0209| BZ1374 FAIRFIELD MUNICIPAL TANK            APPROX.10.5 KM 1395852.1 |
 BZ0209| BZ0212 GRINDSTONE AZ MK                                   1402041.1 |
 BZ0209| BZ0210 GRINDSTONE RM 1                      33.046 METERS 22354     |
 BZ0209| BZ0211 GRINDSTONE RM 2                      33.698 METERS 31252     |
 BZ0209|---------------------------------------------------------------------|
 BZ0209
 BZ0209                          SUPERSEDED SURVEY CONTROL
 BZ0209
 BZ0209  NAD 83(1986)-  31 47 49.89147(N)    096 13 53.02341(W) AD(       ) 2
 BZ0209  NAD 27      -  31 47 49.29400(N)    096 13 52.11900(W) AD(       ) 2
 BZ0209  NGVD 29 (??/??/92)  125.576  (m)          411.99   (f) ADJ UNCH    2 0
 BZ0209
 BZ0209.Superseded values are not recommended for survey control.
 BZ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0209.See file dsdata.txt to determine how the superseded data were derived.
 BZ0209
 BZ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA6212921295(NAD 83)
 BZ0209_MARKER: DS = TRIANGULATION STATION DISK
 BZ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0209_STAMPING: GRINDSTONE 1946
 BZ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0209+STABILITY: SURFACE MOTION
 BZ0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ0209+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BZ0209
 BZ0209  HISTORY     - Date     Condition        Report By
 BZ0209  HISTORY     - 1946     MONUMENTED       CGS
 BZ0209  HISTORY     - 1947     GOOD             NGS
 BZ0209  HISTORY     - 1948     GOOD             CGS
 BZ0209  HISTORY     - 1975     GOOD             NGS
 BZ0209  HISTORY     - 20020824 GOOD             USPSQD
 BZ0209
 BZ0209                          STATION DESCRIPTION
 BZ0209
 BZ0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BZ0209'STATION IS LOCATED 6 MILES NORTHWEST OF FAIRFIELD AND 8 MILES
 BZ0209'SOUTHEAST OF STREETMAN, AT THE EDGE OF AN OLD PASTURE SCATTERED
 BZ0209'WITH SCRUB OAK TREES.  IT IS 60 FEET NORTHEAST OF THE CENTER
 BZ0209'OF U.S. HIGHWAY 75, AND 8 FEET EAST OF A NORTH-SOUTH FENCE.
 BZ0209'IT IS STAMPED GRINDSTONE 1946 AND PROJECTS 4 INCHES.
 BZ0209'
 BZ0209'REFERENCE MARK NO. 1 IS 60 FEET NORTH OF A DRIVEWAY LEADING
 BZ0209'TO A FARM HOUSE, 49.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 BZ0209'75 AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  IT IS STAMPED
 BZ0209'GRINDSTONE NO 1 1946 AND PROJECTS 4 INCHES.
 BZ0209'
 BZ0209'REFERENCE MARK NO. 2 IS 50 FEET NORTHEAST OF THE CENTER OF U.S.
 BZ0209'HIGHWAY 75 AND 5 FEET SOUTH OF A TELEPHONE POLE, SET IN THE
 BZ0209'NORTH-SOUTH FENCE.  IT IS STAMPED GRINDSTONE NO 2 1946 AND
 BZ0209'PROJECTS 4 INCHES.
 BZ0209'
 BZ0209'AZIMUTH MARK IS ABOUT 213 FEET NORTH OF A WOODEN GATE IN A
 BZ0209'NORTH-SOUTH FENCE, 48 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 BZ0209'75 AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  IT IS STAMPED
 BZ0209'GRINDSTONE 1946 AND PROJECTS 6 INCHES.
 BZ0209'
 BZ0209'TO REACH FROM THE UNDERPASS IN STREETMAN, GO SOUTHEAST ON
 BZ0209'U.S. HIGHWAY 75 FOR 8.0 MILES TO THE TOP OF THE GRADE AND THE
 BZ0209'STATION ON THE LEFT AS DESCRIBED.
 BZ0209'
 BZ0209'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE ON U.S.
 BZ0209'HIGHWAY 75 FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 BZ0209'
 BZ0209'A 37 FOOT TOWER WILL SEE A 74 FOOT LIGHT AT STATION STREETMAN
 BZ0209'
 BZ0209'A 37 FOOT TOWER WILL SEE A 74 FOOT LIGHT AT STATION TEHUACANA
 BZ0209'
 BZ0209'A 64 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION WINKLER
 BZ0209'
 BZ0209'A 64 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION YOUNG
 BZ0209'
 BZ0209'A 64 FOOT TOWER WILL SEE A 47 FOOT LIGHT AT STATION PILOT
 BZ0209'2 1935
 BZ0209'
 BZ0209'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BZ0209
 BZ0209                          STATION RECOVERY (1947)
 BZ0209
 BZ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BZ0209'6.5 MI NW FROM FAIRFIELD.
 BZ0209'6.5 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE JUNCTION OF U.S.
 BZ0209'HIGHWAY NO.75 AND U.S. HIGHWAY NO.84 AT FAIRFIELD, AT THE TOP OF A
 BZ0209'PROMINENT HILL, 59.4 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 14.0
 BZ0209'FEET NORTH OF A TELEPHONE POLE, 10.0 FEET NORTHEAST OF THE NORTHEAST
 BZ0209'RIGHT-OF-WAY FENCE, 1.7 FOOT SOUTHEAST OF A REFERENCE POST, 108.4 FEET
 BZ0209'NORTHEAST OF AND ACROSS THE HIGHWAY FROM REFERENCE MARK GRINDSTONE NO
 BZ0209'1, 110.6 FEET SOUTHEAST OF REFERENCE MARK GRINDSTONE NO 2, BRONZE
 BZ0209'TRIANGULATION STATION DISK SET IN A CONCRETE POST ABOUT 2 FEET ABOVE
 BZ0209'THE HIGHWAY AND PROJECTING 0.3 FOOT.
 BZ0209
 BZ0209                          STATION RECOVERY (1948)
 BZ0209
 BZ0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ0209'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 BZ0209'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS AND
 BZ0209'THE AZIMUTH MARK WERE CHECKED, AND THE DESCRIPTION OF HOW
 BZ0209'TO REACH THE STATION FROM STREETMAN IS ADEQUATE.
 BZ0209'
 BZ0209'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BZ0209
 BZ0209                          STATION RECOVERY (1975)
 BZ0209
 BZ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DRB)
 BZ0209'STATION MARK, REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 BZ0209'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 BZ0209'
 BZ0209'THE 1946 ROUTE DESCRIPTION WAS ADEQUATE.
 BZ0209
 BZ0209                          STATION RECOVERY (2002)
 BZ0209
 BZ0209'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0212 ***********************************************************************
 BZ0212  DESIGNATION -  GRINDSTONE AZ MK
 BZ0212  PID         -  BZ0212
 BZ0212  STATE/COUNTY-  TX/FREESTONE
 BZ0212  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0212
 BZ0212                         *CURRENT SURVEY CONTROL
 BZ0212  ___________________________________________________________________
 BZ0212* NAD 83(1986)-  31 47 32.     (N)    096 13 36.     (W)     SCALED    
 BZ0212* NAVD 88     -       124.361  (meters)     408.01   (feet)  ADJUSTED  
 BZ0212  ___________________________________________________________________
 BZ0212  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 BZ0212  DYNAMIC HT  -         124.214 (meters)     407.53  (feet)  COMP
 BZ0212  MODELED GRAV-     979,453.2   (mgal)                       NAVD 88
 BZ0212
 BZ0212  VERT ORDER  -  SECOND    CLASS 0
 BZ0212
 BZ0212.The horizontal coordinates were scaled from a topographic map and have
 BZ0212.an estimated accuracy of +/- 6 seconds.
 BZ0212
 BZ0212.The orthometric height was determined by differential leveling
 BZ0212.and adjusted by the National Geodetic Survey in June 1991..
 BZ0212
 BZ0212.The geoid height was determined by GEOID03.
 BZ0212
 BZ0212.The dynamic height is computed by dividing the NAVD 88
 BZ0212.geopotential number by the normal gravity value computed on the
 BZ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0212.degrees latitude (g = 980.6199 gals.).
 BZ0212
 BZ0212.The modeled gravity was interpolated from observed gravity values.
 BZ0212
 BZ0212;                    North         East    Units  Estimated Accuracy
 BZ0212;SPC TX C     - 3,242,820.    1,088,830.      MT  (+/- 180 meters Scaled)
 BZ0212
 BZ0212                          SUPERSEDED SURVEY CONTROL
 BZ0212
 BZ0212  NGVD 29 (??/??/92)  124.349  (m)          407.97   (f) ADJ UNCH    2 0
 BZ0212
 BZ0212.Superseded values are not recommended for survey control.
 BZ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0212.See file dsdata.txt to determine how the superseded data were derived.
 BZ0212
 BZ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA625207(NAD 83)
 BZ0212_MARKER: DB = BENCH MARK DISK
 BZ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0212_STAMPING: GRINDSTONE 1946
 BZ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0212+STABILITY: SURFACE MOTION
 BZ0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0212+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 BZ0212
 BZ0212  HISTORY     - Date     Condition        Report By
 BZ0212  HISTORY     - 1946     MONUMENTED       CGS
 BZ0212  HISTORY     - 1947     GOOD             NGS
 BZ0212  HISTORY     - 1948     GOOD             NGS
 BZ0212  HISTORY     - 20020824 GOOD             USPSQD
 BZ0212
 BZ0212                          STATION DESCRIPTION
 BZ0212
 BZ0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0212'6.0 MI NW FROM FAIRFIELD.
 BZ0212'6.0 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE JUNCTION OF U.S.
 BZ0212'HIGHWAY NO.75 AND U.S. HIGHWAY NO. 84 AT FAIRFIELD, AT THE TOP OF A
 BZ0212'HILL AND DIRECTLY ACROSS THE HIGHWAY FROM A LONE 2 1/2-FOOT OAK TREE
 BZ0212'WHICH IS STANDING ALONG THE NORTHEAST EDGE OF THE HIGHWAY
 BZ0212'RIGHT-OF-WAY, 215.0 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD
 BZ0212'LEADING SOUTHWEST, 48.5 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 BZ0212'2.0 FEET SOUTHEAST OF A REFERENCE POST, 1.0 FOOT NORTHEAST OF THE
 BZ0212'SOUTHWEST RIGHT-OF-WAY FENCE, BRONZE AZIMUTH MARK DISK SET IN A
 BZ0212'CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND PROJECTING
 BZ0212'0.5 FOOT.
 BZ0212
 BZ0212                          STATION RECOVERY (1948)
 BZ0212
 BZ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BZ0212'RECOVERED IN GOOD CONDITION.
 BZ0212
 BZ0212                          STATION RECOVERY (2002)
 BZ0212
 BZ0212'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ0212'SAT OBS - ADJACENT TELEPHONE POLE ONLY PROBLEM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0210 ***********************************************************************
 BZ0210  DESIGNATION -  GRINDSTONE RM 1
 BZ0210  PID         -  BZ0210
 BZ0210  STATE/COUNTY-  TX/FREESTONE
 BZ0210  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0210
 BZ0210                         *CURRENT SURVEY CONTROL
 BZ0210  ___________________________________________________________________
 BZ0210* NAD 83(1986)-  31 47 50.     (N)    096 13 53.     (W)     SCALED    
 BZ0210* NAVD 88     -       125.146  (meters)     410.58   (feet)  ADJUSTED  
 BZ0210  ___________________________________________________________________
 BZ0210  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0210  DYNAMIC HT  -         124.998 (meters)     410.10  (feet)  COMP
 BZ0210  MODELED GRAV-     979,454.1   (mgal)                       NAVD 88
 BZ0210
 BZ0210  VERT ORDER  -  SECOND    CLASS 0
 BZ0210
 BZ0210.The horizontal coordinates were scaled from a topographic map and have
 BZ0210.an estimated accuracy of +/- 6 seconds.
 BZ0210
 BZ0210.The orthometric height was determined by differential leveling
 BZ0210.and adjusted by the National Geodetic Survey in June 1991..
 BZ0210
 BZ0210.The geoid height was determined by GEOID03.
 BZ0210
 BZ0210.The dynamic height is computed by dividing the NAVD 88
 BZ0210.geopotential number by the normal gravity value computed on the
 BZ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0210.degrees latitude (g = 980.6199 gals.).
 BZ0210
 BZ0210.The modeled gravity was interpolated from observed gravity values.
 BZ0210
 BZ0210;                    North         East    Units  Estimated Accuracy
 BZ0210;SPC TX C     - 3,243,350.    1,088,360.      MT  (+/- 180 meters Scaled)
 BZ0210
 BZ0210                          SUPERSEDED SURVEY CONTROL
 BZ0210
 BZ0210  NGVD 29 (??/??/92)  125.134  (m)          410.54   (f) ADJ UNCH    2 0
 BZ0210
 BZ0210.Superseded values are not recommended for survey control.
 BZ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0210.See file dsdata.txt to determine how the superseded data were derived.
 BZ0210
 BZ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA621212(NAD 83)
 BZ0210_MARKER: DR = REFERENCE MARK DISK
 BZ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0210_STAMPING: GRINDSTONE NO 1 1946
 BZ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0210+STABILITY: SURFACE MOTION
 BZ0210
 BZ0210  HISTORY     - Date     Condition        Report By
 BZ0210  HISTORY     - 1946     MONUMENTED       CGS
 BZ0210  HISTORY     - 1947     GOOD             NGS
 BZ0210  HISTORY     - 1948     GOOD             NGS
 BZ0210  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0210
 BZ0210                          STATION DESCRIPTION
 BZ0210
 BZ0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0210'6.5 MI NW FROM FAIRFIELD.
 BZ0210'6.5 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE JUNCTION OF U.S.
 BZ0210'HIGHWAY NO.75 AND U.S. HIGHWAY NO.84 AT FAIRFIELD, 157.0 FEET
 BZ0210'SOUTHEAST OF A POLE AT A POWER LINE JUNCTION, 49.0 FEET SOUTHWEST OF
 BZ0210'THE CENTER OF THE HIGHWAY, 156.5 FEET SOUTH OF AND ACROSS THE HIGHWAY
 BZ0210'FROM REFERENCE MARK GRINDSTONE NO 2, 108.4 FEET SOUTHWEST OF AND
 BZ0210'ACROSS THE HIGHWAY FROM GRINDSTONE TRIANGULATION STATION, BRONZE
 BZ0210'REFERENCE MARK DISK SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE
 BZ0210'HIGHWAY AND PROJECTING 0.4 FOOT.
 BZ0210
 BZ0210                          STATION RECOVERY (1948)
 BZ0210
 BZ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BZ0210'RECOVERED IN GOOD CONDITION.
 BZ0210
 BZ0210                          STATION RECOVERY (2002)
 BZ0210
 BZ0210'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0211 ***********************************************************************
 BZ0211  DESIGNATION -  GRINDSTONE RM 2
 BZ0211  PID         -  BZ0211
 BZ0211  STATE/COUNTY-  TX/FREESTONE
 BZ0211  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0211
 BZ0211                         *CURRENT SURVEY CONTROL
 BZ0211  ___________________________________________________________________
 BZ0211* NAD 83(1986)-  31 47 50.     (N)    096 13 53.     (W)     SCALED    
 BZ0211* NAVD 88     -       125.166  (meters)     410.65   (feet)  ADJUSTED  
 BZ0211  ___________________________________________________________________
 BZ0211  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0211  DYNAMIC HT  -         125.018 (meters)     410.16  (feet)  COMP
 BZ0211  MODELED GRAV-     979,454.1   (mgal)                       NAVD 88
 BZ0211
 BZ0211  VERT ORDER  -  SECOND    CLASS 0
 BZ0211
 BZ0211.The horizontal coordinates were scaled from a topographic map and have
 BZ0211.an estimated accuracy of +/- 6 seconds.
 BZ0211
 BZ0211.The orthometric height was determined by differential leveling
 BZ0211.and adjusted by the National Geodetic Survey in June 1991..
 BZ0211
 BZ0211.The geoid height was determined by GEOID03.
 BZ0211
 BZ0211.The dynamic height is computed by dividing the NAVD 88
 BZ0211.geopotential number by the normal gravity value computed on the
 BZ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0211.degrees latitude (g = 980.6199 gals.).
 BZ0211
 BZ0211.The modeled gravity was interpolated from observed gravity values.
 BZ0211
 BZ0211;                    North         East    Units  Estimated Accuracy
 BZ0211;SPC TX C     - 3,243,350.    1,088,360.      MT  (+/- 180 meters Scaled)
 BZ0211
 BZ0211                          SUPERSEDED SURVEY CONTROL
 BZ0211
 BZ0211  NGVD 29 (??/??/92)  125.154  (m)          410.61   (f) ADJ UNCH    2 0
 BZ0211
 BZ0211.Superseded values are not recommended for survey control.
 BZ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0211.See file dsdata.txt to determine how the superseded data were derived.
 BZ0211
 BZ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA621212(NAD 83)
 BZ0211_MARKER: DR = REFERENCE MARK DISK
 BZ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0211_STAMPING: GRINDSTONE NO 2 1946
 BZ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0211+STABILITY: SURFACE MOTION
 BZ0211
 BZ0211  HISTORY     - Date     Condition        Report By
 BZ0211  HISTORY     - 1946     MONUMENTED       CGS
 BZ0211  HISTORY     - 1947     GOOD             NGS
 BZ0211
 BZ0211                          STATION DESCRIPTION
 BZ0211
 BZ0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0211'6.5 MI NW FROM FAIRFIELD.
 BZ0211'6.5 MILES NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE JUNCTION OF U.S.
 BZ0211'HIGHWAY NO.75 AND U.S. HIGHWAY NO.84 AT FAIRFIELD, 49.5 FEET NORTHEAST
 BZ0211'OF THE CENTER OF THE HIGHWAY, 5.0 FEET SOUTHEAST OF A GUY WIRE BRACED
 BZ0211'POLE WHICH IS A BRACE POLE FOR A POWER LINE POLE WHICH IS DIRECTLY
 BZ0211'ACROSS THE HIGHWAY, 156.5 FEET NORTH OF AND ACROSS THE HIGHWAY FROM
 BZ0211'REFERENCE MARK GRINDSTONE NO 1, 110.6 FEET NORTHWEST OF GRINDSTONE
 BZ0211'TRIANGULATION STATION, A BRONZE REFERENCE MARK DISK SET IN A CONCRETE
 BZ0211'POST IN LINE WITH THE NORTHEAST RIGHT-OF-WAY FENCE, ABOUT THE SAME
 BZ0211'ELEVATION AS THE HIGHWAY AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1580 ***********************************************************************
 AB1580  DESIGNATION -  GRISSOM
 AB1580  PID         -  AB1580
 AB1580  STATE/COUNTY-  TX/CAMERON
 AB1580  USGS QUAD   -  PASO REAL (1980)
 AB1580
 AB1580                         *CURRENT SURVEY CONTROL
 AB1580  ___________________________________________________________________
 AB1580* NAD 83(1993)-  26 18 11.44119(N)    097 33 17.97366(W)     ADJUSTED  
 AB1580* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AB1580  ___________________________________________________________________
 AB1580  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 AB1580  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AB1580
 AB1580  HORZ ORDER  -  SECOND
 AB1580
 AB1580.The horizontal coordinates were established by classical geodetic methods
 AB1580.and adjusted by the National Geodetic Survey in February 1996..
 AB1580
 AB1580.The orthometric height was scaled from a topographic map.
 AB1580
 AB1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1580
 AB1580.The geoid height was determined by GEOID03.
 AB1580
 AB1580;                    North         East     Units Scale Factor Converg.
 AB1580;SPC TX S     - 5,070,874.926   394,363.936   MT  0.99996842   +0 25 44.5
 AB1580;SPC TX S     -16,636,695.49  1,293,842.35   sFT  0.99996842   +0 25 44.5
 AB1580;UTM  14      - 2,910,065.749   644,249.096   MT  0.99985691   +0 38 25.5
 AB1580
 AB1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1580!SPC TX S     -   1.00000231  x   0.99996842  =   0.99997073
 AB1580!UTM  14      -   1.00000231  x   0.99985691  =   0.99985922
 AB1580
 AB1580:                Primary Azimuth Mark                     Grid Az
 AB1580:SPC TX S     -  NOPAL                                    017 14 33.6
 AB1580:UTM  14      -  NOPAL                                    017 01 52.6
 AB1580
 AB1580|---------------------------------------------------------------------|
 AB1580| PID    Reference Object                     Distance      Geod. Az  |
 AB1580|                                                           dddmmss.s |
 AB1580| AB1579 NOPAL                               APPROX.11.7 KM 0174018.1 |
 AB1580| AB1581 KIPP RANCH WINDMILL                 APPROX. 7.2 KM 0304909.6 |
 AB1580| CV3255 GRISSOM RM 1                         23.314 METERS 04901     |
 AB1580| CV3257 GRISSOM RM 3                         22.510 METERS 10109     |
 AB1580| CV3258 GRISSOM RM 4                         26.510 METERS 28107     |
 AB1580| CV3253 GRISSOM AZ MK                                      2811004.8 |
 AB1580| CV3254 GRISSOM AZ MK 2                                    2984525.0 |
 AB1580| CV3256 GRISSOM RM 2                         26.262 METERS 32204     |
 AB1580|---------------------------------------------------------------------|
 AB1580
 AB1580                          SUPERSEDED SURVEY CONTROL
 AB1580
 AB1580  NAD 83(1986)-  26 18 11.45314(N)    097 33 17.93456(W) AD(       ) 2
 AB1580  NAD 27      -  26 18 10.19400(N)    097 33 16.98200(W) AD(       ) 2
 AB1580
 AB1580.Superseded values are not recommended for survey control.
 AB1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1580.See file dsdata.txt to determine how the superseded data were derived.
 AB1580
 AB1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4424910066(NAD 83)
 AB1580_MARKER: DS = TRIANGULATION STATION DISK
 AB1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1580
 AB1580  HISTORY     - Date     Condition        Report By
 AB1580  HISTORY     - 1947     MONUMENTED       CGS
 AB1580  HISTORY     - 1949     GOOD             CGS
 AB1580  HISTORY     - 1949     GOOD             CGS
 AB1580  HISTORY     - 1950     GOOD             TXHD
 AB1580  HISTORY     - 1956     SEE DESCRIPTION  USGS
 AB1580
 AB1580                          STATION DESCRIPTION
 AB1580
 AB1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1580'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF RIO HONDO, ON
 AB1580'PROPERTY OWNED BY MR. H.C. GRISSOM.  IT IS 30 FEET SOUTH OF THE
 AB1580'CENTERLINE OF A DIRT ROAD, 18 FEET WEST OF A LANE AND GATE,
 AB1580'28 FEET NORTH OF THE NORTHEAST CORNER OF A SHED AND IS IN
 AB1580'THE FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 AB1580'STAMPED GRISSOM 1947.
 AB1580'
 AB1580'REFERENCE MARK NO. 1 IS 76.49 FEET NORTHEAST OF THE STATION.
 AB1580'IT IS 1 FOOT SOUTH OF A FENCELINE, AND 30 FEET NORTH OF THE
 AB1580'CENTERLINE OF A ROAD.  THE MARK PROJECTS 6 INCHES AND THE
 AB1580'DISK IS STAMPED GRISSOM NO 1 1947.
 AB1580'
 AB1580'REFERENCE MARK NO. 2 IS 86.16 FEET NORTHWEST OF THE STATION.
 AB1580'IT IS 28 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD AND
 AB1580'1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 8 INCHES AND THE
 AB1580'DISK IS STAMPED GRISSOM NO 2 1947.
 AB1580'
 AB1580'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION.  IT IS 28
 AB1580'FEET NORTH OF THE CENTER OF A DIRT ROAD, AND 1 FOOT SOUTH OF
 AB1580'A FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 AB1580'STAMPED GRISSOM 1947.
 AB1580'
 AB1580'TO REACH THE STATION FROM THE JUNCTION OF U.S. 77 AND STATE
 AB1580'HIGHWAY 107 IN COMBES, GO NORTH ON HIGHWAY 77 FOR 7.25 MILES TO
 AB1580'T ROAD RIGHT, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 14.6 MILES
 AB1580'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE FOR 0.3 MILE TO THE
 AB1580'STATION ON THE RIGHT AS DESCRIBED.
 AB1580'
 AB1580'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 AB1580
 AB1580                          STATION RECOVERY (1949)
 AB1580
 AB1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1580'THE STATION RECOVERED AND FOUND IN GOOD CONDITION.
 AB1580'REFERENCE MARKS NOS 1 AND 2 AND AZIMUTH MARK WERE DESTROYED
 AB1580'DUE TO EXTENSIVE CULTIVATION AND WIDENING OF THE COUNTY LINE
 AB1580'ROAD.  REFERENCE MARKS NOS 3 AND 4, AND A NEW
 AB1580'AZIMUTH MARK, WAS ESTABLISHED.  FOLLOWING IS A NEW
 AB1580'AND COMPLETE DESCRIPTION.
 AB1580'
 AB1580'THE STATION IS LOCATED ABOUT 15.0 MILES EAST-SOUTHEAST OF
 AB1580'SEBASTIAN AND 3.0 MILES NORTH-NORTHWEST OF RIO HONDO ON THE
 AB1580'SOUTH SIDE OF THE WILLACY-CAMERON COUNTY LINE ROAD AND ON
 AB1580'LAND OWNED BY MR. H.C. GRISSOM OF TROOP, TEXAS.  IT IS 28
 AB1580'FEET SOUTH OF THE CENTER OF THE COUNTY LINE ROAD, 12 FEET
 AB1580'WEST OF THE GATE POST, 20 FEET WEST OF THE CENTER OF TRACK
 AB1580'ROAD INTO FIELD AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED
 AB1580'GRISSOM 1947 AND PROJECTS 3 INCHES.
 AB1580'
 AB1580'REFERENCE MARK NO 3 IS EAST OF THE STATION, 30 FEET SOUTH
 AB1580'OF THE CENTER OF THE COUNTY LINE ROAD AND 3 FEET SOUTH OF
 AB1580'EAST-WEST FENCE LINE.  IT IS STAMPED GRISSOM NO 3 1949 AND
 AB1580'SET FLUSH WITH THE GROUND SURFACE.
 AB1580'
 AB1580'REFERENCE MARK NO 4 IS WEST-NORTHWEST OF THE STATION, 26 FEET
 AB1580'SOUTH OF THE CENTER OF THE COUNTY LINE ROAD AND 4 FEET NORTH
 AB1580'OF EAST-WEST FENCE LINE.  IT IS STAMPED GRISSOM NO 4 1949
 AB1580'AND SET FLUSH WITH THE GROUND SURFACE.
 AB1580'
 AB1580'THE AZIMUTH MARK IS ABOUT 1.5 MILES NORTHWEST OF THE STATION,
 AB1580'20 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 1 FOOT NORTH
 AB1580'OF POWER LINE POLE IN THE EAST EDGE OF CULTIVATED FIELD.
 AB1580'IT IS STAMPED GRISSOM 1949 AND SET FLUSH WITH THE GROUND
 AB1580'SURFACE.
 AB1580'
 AB1580'TO REACH THE STATION FROM THE RAILROAD STATION IN SEBASTIAN,
 AB1580'GO SOUTH ON U.S. HIGHWAY NO 77 FOR 0.45 MILE TO T-ROAD LEFT
 AB1580'JUST BEFORE REACHING THE WAGON WHEEL CLUB ON THE RIGHT,
 AB1580'TURN LEFT AND GO EAST ON THE WILLACY-CAMERON COUNTY LINE
 AB1580'ROAD FOR 13.5 MILES TO CROSSROAD AT GULF SIGN IN NORTHWEST
 AB1580'ANGLE AND COTTON GIN IN NORTHEAST ANGLE, (TURN LEFT AND GO
 AB1580'NORTH ON DIRT ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 AB1580'WEST SIDE NEAR POWER LINE POLE AS DESCRIBED), CONTINUE EAST
 AB1580'ON COUNTY LINE ROAD FOR 1.3 MILES TO GATE IN FENCE LINE ON
 AB1580'THE RIGHT AND STATION AS DESCRIBED.
 AB1580'
 AB1580'OBSERVATIONS MADE FROM A 20 FOOT WOODEN STAND.
 AB1580
 AB1580                          STATION RECOVERY (1949)
 AB1580
 AB1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1580'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 AB1580'CONDITION.  THE 1949 RECOVERY NOTE BY R.L. ENGDAHL IS ADEQUATE
 AB1580'AND COMPLETE.
 AB1580
 AB1580                          STATION RECOVERY (1950)
 AB1580
 AB1580'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1950 (GAH)
 AB1580'THE AZIMUTH MARK WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 AB1580'A NEW AZIMUTH MARK WAS SET 26.645 FEET IN A NORTHWESTERLY
 AB1580'DIRECTION FROM OLD MARKER ON LINE WITH THE OLD MARK AND
 AB1580'MARKER* ON SIDE OF WILLACY-CAMERON COUNTY LINE ROAD.
 AB1580'
 AB1580'*OFFICE NOTE--IT IS ASSUMED THAT MARKER IS THE STATION MARK.
 AB1580'
 AB1580'THE NEW AZIMUTH MARK IS IN THE VICINITY OF STATION 263+00
 AB1580'ON F.M. HWY 1420, APPROXIMATELY 1/2 MILE N OF COUNTY LINE.
 AB1580
 AB1580                          STATION RECOVERY (1956)
 AB1580
 AB1580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB1580'STATION WAS FOUND DESTROYED.  THE CONCRETE POST HAD BEEN
 AB1580'DUG UP AND WAS LYING ON ITS SIDE.  THE TABLET HAD BEEN
 AB1580'REMOVED.  REFERENCE MARKS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6497 ***********************************************************************
 DG6497  PACS        -  This is a Primary Airport Control Station.
 DG6497  DESIGNATION -  GRK A
 DG6497  PID         -  DG6497
 DG6497  STATE/COUNTY-  TX/CORYELL
 DG6497  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 DG6497
 DG6497                         *CURRENT SURVEY CONTROL
 DG6497  ___________________________________________________________________
 DG6497* NAD 83(1993)-  31 04 01.40135(N)    097 49 52.16970(W)     ADJUSTED  
 DG6497* NAVD 88     -       298.15   (meters)     978.2    (feet)  GPS OBS   
 DG6497  ___________________________________________________________________
 DG6497  X           -    -745,091.979 (meters)                     COMP
 DG6497  Y           -  -5,417,392.185 (meters)                     COMP
 DG6497  Z           -   3,272,404.021 (meters)                     COMP
 DG6497  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 DG6497  ELLIP HEIGHT-         271.57  (meters)          (08/05/04) GPS OBS
 DG6497  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DG6497
 DG6497  HORZ ORDER  -  B
 DG6497  ELLP ORDER  -  FOURTH    CLASS I
 DG6497
 DG6497.This mark is at Robert Gray Army Airfield Airport (GRK)
 DG6497
 DG6497.The horizontal coordinates were established by GPS observations
 DG6497.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 DG6497
 DG6497.The orthometric height was determined by GPS observations and a
 DG6497.high-resolution geoid model.
 DG6497
 DG6497.GPS derived orthometric heights for airport stations designated as
 DG6497.PACS or SACS are published to 2 decimal places.  This maintains
 DG6497.centimeter relative accuracy between the PACS and SACS.  It does
 DG6497.not indicate centimeter accuracy relative to other marks which are
 DG6497.part of the NAVD 88 network.
 DG6497
 DG6497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6497
 DG6497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6497
 DG6497.The ellipsoidal height was determined by GPS observations
 DG6497.and is referenced to NAD 83.
 DG6497
 DG6497.The geoid height was determined by GEOID03.
 DG6497
 DG6497;                    North         East     Units Scale Factor Converg.
 DG6497;SPC TX C     - 3,157,925.486   938,752.786   MT  0.99988240   +1 17 19.6
 DG6497;SPC TX C     -10,360,627.20  3,079,891.43   sFT  0.99988240   +1 17 19.6
 DG6497;UTM  14      - 3,437,620.455   611,510.202   MT  0.99975338   +0 36 11.6
 DG6497
 DG6497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6497!SPC TX C     -   0.99995736  x   0.99988240  =   0.99983976
 DG6497!UTM  14      -   0.99995736  x   0.99975338  =   0.99971075
 DG6497
 DG6497                          SUPERSEDED SURVEY CONTROL
 DG6497
 DG6497.No superseded survey control is available for this station.
 DG6497
 DG6497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1151037620(NAD 83)
 DG6497_MARKER: I = METAL ROD
 DG6497_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG6497_STAMPING: GRK A 2004
 DG6497_MARK LOGO: NGS   
 DG6497_PROJECTION: FLUSH
 DG6497_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6497+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 DG6497_ROD/PIPE-DEPTH: 3.41 meters
 DG6497_SLEEVE-DEPTH  : 0.9 meters
 DG6497
 DG6497  HISTORY     - Date     Condition        Report By
 DG6497  HISTORY     - 20040430 MONUMENTED       MSAM
 DG6497  HISTORY     - 20050317 GOOD             WALLAC
 DG6497
 DG6497                          STATION DESCRIPTION
 DG6497
 DG6497'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG6497'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 DG6497'STATION IS LOCATED ON ROBERT GRAY ARMY AIRFIELD FORT HOOD TEXAS. ABOUT
 DG6497'9.65 KM (6.0 MI) WEST OF KILEEN, TX, AND 9.65 KM (6.0 MI) EAST OF
 DG6497'COPPERAS COVE, TX. THE STATION IS EAST OF THE WEST PRALLEL TAXIWAY,
 DG6497'AND SOUTHEAST OF THE ROBERT GRAY ARMY AIRFIELD FIRE DEPT. A PASS MUST
 DG6497'BE OBTAINED AT THE WEST FORT  HOOD GATE BEFORE ENTERING.
 DG6497' 
 DG6497'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY-190 AND CLARKE
 DG6497'RD AT THE WEST  FORT HOOD ENTRANCE GATE GO SOUTH ON CLARKE RD. FOR
 DG6497'5.47 KM (3.4 MI) FOLLOWING IT AROUND  AS IT WINDS THROUGH THE POST TO
 DG6497'THE AIRPORT TOWERS AND THE OPERATIONS BUILDING ON THE  LEFT (EAST).
 DG6497'AT THE OPERATIONS BUILDING GO NORTH THROUGH THE GATE FOR 30.5 M (100')
 DG6497'TO  THE APRON. TURN RIGHT (EAST) ON TO THE APRON FOR 91.44 M (300').
 DG6497'TURN RIGHT (SOUTH) ON TO  TAXIWAY A  (WEST PARALLEL TAXIWAY) FOR .80
 DG6497'KM (0.5 MI) AND THE STATION ON THE LEFT (EAST)
 DG6497' 
 DG6497'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 DG6497'REFUSAL AT A DEPTH OF 3.41 M (11.2 FT) ENCASED IN A 0.9 M (3.0 FT)
 DG6497'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO
 DG6497'LID,SURROUNDED BY A  CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS
 DG6497'24.6 M (80.7 FT) EAST OF THE EAST EDGE OF  TAXIWAY A (WEST PARALLEL
 DG6497'TAXIWAY), 21.7 M (71.2 FT) EAST OF A TAXIWAY LIGHT, AND 16.2 M (53.15
 DG6497'FT) NORTHEAST OF A ELECTRIC MANHOLE.  AND 1.0 M (3.28 FT) WEST OF A
 DG6497'SHORT  FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED AS A
 DG6497'PRIMARY CONTROL STATION.
 DG6497
 DG6497                          STATION RECOVERY (2005)
 DG6497
 DG6497'RECOVERY NOTE BY THE WALLACE GROUP INC 2005 (MJM)
 DG6497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6498 ***********************************************************************
 DG6498  SACS        -  This is a Secondary Airport Control Station.
 DG6498  DESIGNATION -  GRK B
 DG6498  PID         -  DG6498
 DG6498  STATE/COUNTY-  TX/CORYELL
 DG6498  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 DG6498
 DG6498                         *CURRENT SURVEY CONTROL
 DG6498  ___________________________________________________________________
 DG6498* NAD 83(1993)-  31 04 32.16881(N)    097 50 07.25445(W)     ADJUSTED  
 DG6498* NAVD 88     -       312.32   (meters)    1024.7    (feet)  GPS OBS   
 DG6498  ___________________________________________________________________
 DG6498  X           -    -745,423.148 (meters)                     COMP
 DG6498  Y           -  -5,416,865.200 (meters)                     COMP
 DG6498  Z           -   3,273,222.972 (meters)                     COMP
 DG6498  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 DG6498  ELLIP HEIGHT-         285.73  (meters)          (08/05/04) GPS OBS
 DG6498  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DG6498
 DG6498  HORZ ORDER  -  FIRST
 DG6498  ELLP ORDER  -  FOURTH    CLASS I
 DG6498
 DG6498.This mark is at Robert Gray Army Airfield Airport (GRK)
 DG6498
 DG6498.The horizontal coordinates were established by GPS observations
 DG6498.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 DG6498
 DG6498.The orthometric height was determined by GPS observations and a
 DG6498.high-resolution geoid model.
 DG6498
 DG6498.GPS derived orthometric heights for airport stations designated as
 DG6498.PACS or SACS are published to 2 decimal places.  This maintains
 DG6498.centimeter relative accuracy between the PACS and SACS.  It does
 DG6498.not indicate centimeter accuracy relative to other marks which are
 DG6498.part of the NAVD 88 network.
 DG6498
 DG6498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6498
 DG6498.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6498
 DG6498.The ellipsoidal height was determined by GPS observations
 DG6498.and is referenced to NAD 83.
 DG6498
 DG6498.The geoid height was determined by GEOID03.
 DG6498
 DG6498;                    North         East     Units Scale Factor Converg.
 DG6498;SPC TX C     - 3,158,863.708   938,331.758   MT  0.99988258   +1 17 11.8
 DG6498;SPC TX C     -10,363,705.35  3,078,510.11   sFT  0.99988258   +1 17 11.8
 DG6498;UTM  14      - 3,438,563.525   611,100.482   MT  0.99975225   +0 36 04.4
 DG6498
 DG6498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6498!SPC TX C     -   0.99995513  x   0.99988258  =   0.99983772
 DG6498!UTM  14      -   0.99995513  x   0.99975225  =   0.99970739
 DG6498
 DG6498                          SUPERSEDED SURVEY CONTROL
 DG6498
 DG6498.No superseded survey control is available for this station.
 DG6498
 DG6498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1110038564(NAD 83)
 DG6498_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6498_STAMPING: GRK B 2004
 DG6498_MARK LOGO: NGS   
 DG6498_PROJECTION: FLUSH
 DG6498_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6498+STABILITY: SURFACE MOTION
 DG6498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6498+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 DG6498
 DG6498  HISTORY     - Date     Condition        Report By
 DG6498  HISTORY     - 20040430 MONUMENTED       MSAM
 DG6498
 DG6498                          STATION DESCRIPTION
 DG6498
 DG6498'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG6498'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 DG6498'STATION IS LOCATED ON ROBERT GRAY ARMY AIRFIELD FORT HOOD TEXAS. ABOUT
 DG6498'9.65 KM (6.0 MI) WEST OF KILEEN, TX, AND 9.62 (6.0 MI) EAST OF
 DG6498'COPPERAS COVE, TX. THE STATION IS EAST OF THE WEST PARALLEL TAXIWAY,
 DG6498'AND NORTHEAST OF THE OLD  TOWER AND OPERATIONS BUILDING.  A PASS MUST
 DG6498'BE OBTAINED AT THE WEST FORT  HOOD GATE BEFORE ENTERING.
 DG6498' 
 DG6498'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY-190 AND CLARKE
 DG6498'RD AT THE WEST  FORT HOOD ENTRANCE GATE GO SOUTH ON CLARKE RD. FOR
 DG6498'5.47 KM (3.4 MI) FOLLOWING IT AROUND  AS IT WINDS THROUGH THE POST TO
 DG6498'THE AIRPORT TOWERS AND THE OPERATIONS BUILDING ON  THE LEFT (EAST).
 DG6498'AT THE OPERATIONS BUILDING GO NORTH THROUGH THE GATE FOR 30.48 M
 DG6498'(100')  TO THE APRON. TURN RIGHT (EAST) ON TO THE APRON FOR 91.44 M
 DG6498'(300').  TURN LEFT (NORTH) ON TO  TAXIWAY A  (WEST PARALLEL TAXIWAY)
 DG6498'FOR 61.0 M (200') AND THE STATION ON THE RIGHT (EAST)
 DG6498' 
 DG6498'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 DG6498'32.3 M (106.0 FT) NORTH EAST OF THE NORTHEAST CORNER OF AN OLD FUEL
 DG6498'VAULT, 20.4 M (66.93 FT) EAST OF THE EAST EDGE  OF TAXIWAY A (WEST
 DG6498'PARALLEL TAXIWAY), AND 20.0 M (65.62 FT) SOUTHEAST OF A TAXIWAY LIGHT.
 DG6498'AND 1.0 M (3.28 FT) WEST OF A SHORT FIBERGLASS WITNESS POST. THIS
 DG6498'STATION IS DESIGNATED AS  A SECONDARY CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6499 ***********************************************************************
 DG6499  SACS        -  This is a Secondary Airport Control Station.
 DG6499  DESIGNATION -  GRK C
 DG6499  PID         -  DG6499
 DG6499  STATE/COUNTY-  TX/CORYELL
 DG6499  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 DG6499
 DG6499                         *CURRENT SURVEY CONTROL
 DG6499  ___________________________________________________________________
 DG6499* NAD 83(1993)-  31 03 31.00585(N)    097 49 36.22584(W)     ADJUSTED  
 DG6499* NAVD 88     -       298.19   (meters)     978.3    (feet)  GPS OBS   
 DG6499  ___________________________________________________________________
 DG6499  X           -    -744,739.006 (meters)                     COMP
 DG6499  Y           -  -5,417,928.325 (meters)                     COMP
 DG6499  Z           -   3,271,602.141 (meters)                     COMP
 DG6499  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 DG6499  ELLIP HEIGHT-         271.61  (meters)          (08/05/04) GPS OBS
 DG6499  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DG6499
 DG6499  HORZ ORDER  -  FIRST
 DG6499  ELLP ORDER  -  FOURTH    CLASS I
 DG6499
 DG6499.This mark is at Robert Gray Army Airfield Airport (GRK)
 DG6499
 DG6499.The horizontal coordinates were established by GPS observations
 DG6499.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 DG6499
 DG6499.The orthometric height was determined by GPS observations and a
 DG6499.high-resolution geoid model.
 DG6499
 DG6499.GPS derived orthometric heights for airport stations designated as
 DG6499.PACS or SACS are published to 2 decimal places.  This maintains
 DG6499.centimeter relative accuracy between the PACS and SACS.  It does
 DG6499.not indicate centimeter accuracy relative to other marks which are
 DG6499.part of the NAVD 88 network.
 DG6499
 DG6499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6499
 DG6499.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6499
 DG6499.The ellipsoidal height was determined by GPS observations
 DG6499.and is referenced to NAD 83.
 DG6499
 DG6499.The geoid height was determined by GEOID03.
 DG6499
 DG6499;                    North         East     Units Scale Factor Converg.
 DG6499;SPC TX C     - 3,156,999.246   939,196.396   MT  0.99988224   +1 17 27.8
 DG6499;SPC TX C     -10,357,588.36  3,081,346.84   sFT  0.99988224   +1 17 27.8
 DG6499;UTM  14      - 3,436,689.093   611,942.642   MT  0.99975457   +0 36 19.3
 DG6499
 DG6499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6499!SPC TX C     -   0.99995735  x   0.99988224  =   0.99983960
 DG6499!UTM  14      -   0.99995735  x   0.99975457  =   0.99971193
 DG6499
 DG6499                          SUPERSEDED SURVEY CONTROL
 DG6499
 DG6499.No superseded survey control is available for this station.
 DG6499
 DG6499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1194336689(NAD 83)
 DG6499_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6499_STAMPING: GRK C 2004
 DG6499_MARK LOGO: NGS   
 DG6499_PROJECTION: FLUSH
 DG6499_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6499+STABILITY: SURFACE MOTION
 DG6499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6499+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 DG6499
 DG6499  HISTORY     - Date     Condition        Report By
 DG6499  HISTORY     - 20040430 MONUMENTED       MSAM
 DG6499
 DG6499                          STATION DESCRIPTION
 DG6499
 DG6499'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG6499'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 DG6499'STATION IS LOCATED ON ROBERT GRAY ARMY AIRFIELD FORT HOOD TEXAS. ABOUT
 DG6499'9.65 KM (6.0 MI) WEST OF KILEEN, TX, AND 9.65 KM (6.0 MI) EAST OF
 DG6499'COPPERAS COVE, TX. THE STATION IS EAST OF THE WEST PARALLEL TAXIWAY,
 DG6499'AND NORTH OF TAXIWAY E  AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 DG6499'TAXIWAYS A AND E.  A PASS MUST  BE OBTAINED AT THE WEST FORT HOOD GATE
 DG6499'BEFORE ENTERING.
 DG6499' 
 DG6499'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY-190 AND CLARKE
 DG6499'RD AT THE WEST  FORT HOOD ENTRANCE GATE GO SOUTH ON CLARKE RD. FOR
 DG6499'5.47 KM (3.4 MI) FOLLOWING IT AROUND  AS IT WINDS THROUGH THE POST TO
 DG6499'THE AIRPORT TOWERS AND THE OPERATIONS BUILDING ON  THE LEFT (EAST).
 DG6499'AT THE OPERATIONS BUILDING GO NORTH THROUGH THE GATE FOR 30.48 M
 DG6499'(100')  TO THE APRON. TURN RIGHT (EAST) ON TO THE APRON FOR 91.44 M
 DG6499'(300').  TURN RIGHT (SOUTH) ON  TO TAXIWAY A  (WEST PARALLEL TAXIWAY)
 DG6499'FOR 1.93 KM (1.2 MI) TO THE INTERSECTION OF TAXIWAYS A AND E AND THE
 DG6499'STATION ON THE LEFT (EAST)
 DG6499' 
 DG6499'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 DG6499'51.8 M (169.95 FT)  EAST OF THE EAST EDGE OF TAXIWAY A (WEST PARALLEL
 DG6499'TAXIWAY), 51.2 M (168.0 FT) SOUTHEAST OF  THE CENTER OF A SIGN MARKED
 DG6499'E, AND 44.0 M (144.36 FT) NORTH OF THE NORTH EDGE OF TAXIWAY E.  AND
 DG6499'1.0 M (3.28 FT) WEST OF A SHORT FIBERGLASS WITNESS POST.  THIS STATION
 DG6499'IS DESIGNATED AS  A SECONDARY CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2244 ***********************************************************************
 BL2244  DESIGNATION -  GROGAN COCKRAN LUMBER CO N STK
 BL2244  PID         -  BL2244
 BL2244  STATE/COUNTY-  TX/MONTGOMERY
 BL2244  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL2244
 BL2244                         *CURRENT SURVEY CONTROL
 BL2244  ___________________________________________________________________
 BL2244* NAD 83(1993)-  30 11 24.36462(N)    095 43 49.15115(W)     ADJUSTED  
 BL2244* NAVD 88     -                                                        
 BL2244  ___________________________________________________________________
 BL2244  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BL2244  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL2244
 BL2244  HORZ ORDER  -  THIRD
 BL2244
 BL2244.The horizontal coordinates were established by classical geodetic methods
 BL2244.and adjusted by the National Geodetic Survey in February 1996..
 BL2244
 BL2244
 BL2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2244
 BL2244.The geoid height was determined by GEOID03.
 BL2244
 BL2244;                    North         East     Units Scale Factor Converg.
 BL2244;SPC TX C     - 3,067,196.461 1,143,143.914   MT  0.99998121   +2 22 15.0
 BL2244;SPC TX C     -10,062,960.39  3,750,464.66   sFT  0.99998121   +2 22 15.0
 BL2244;SPC TXSC     - 4,265,602.706   914,827.182   MT  0.99997440   +1 36 06.7
 BL2244;SPC TXSC     -13,994,731.54  3,001,395.51   sFT  0.99997440   +1 36 06.7
 BL2244;UTM  15      - 3,343,001.653   237,120.795   MT  1.00045266   -1 22 25.6
 BL2244
 BL2244                          SUPERSEDED SURVEY CONTROL
 BL2244
 BL2244  NAD 83(1986)-  30 11 24.37876(N)    095 43 49.13378(W) AD(       ) 4
 BL2244  NAD 27      -  30 11 23.61200(N)    095 43 48.32200(W) AD(       ) 3
 BL2244
 BL2244.Superseded values are not recommended for survey control.
 BL2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2244.See file dsdata.txt to determine how the superseded data were derived.
 BL2244
 BL2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3712143002(NAD 83)
 BL2244_MARKER: 63 = STACK
 BL2244
 BL2244  HISTORY     - Date     Condition        Report By
 BL2244  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2244
 BL2244                          STATION DESCRIPTION
 BL2244
 BL2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2244'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF MAGNOLIA
 BL2244'AND 0.45 MILE SOUTHWEST OF FARM ROAD 1774.  IT IS THE TALLER
 BL2244'OF TWO LARGE STACKS ON THE POWERHOUSE.  IT IS ABOUT 50 FEET
 BL2244'NORTH OF ANOTHER STACK WHICH IS ABOUT 10 FEET SHORTER AND
 BL2244'AT THE NORTH EDGE OF THE POWERHOUSE.  THE STACK IS ABOUT
 BL2244'5 FEET IN DIAMETER AND 120 FEET HIGH AND IT IS SUPPORTED
 BL2244'BY GUY CABLES.
 BL2244'
 BL2244'TO REACH THE STACK FROM THE DEPOT IN MAGNOLIA, GO SOUTHEAST
 BL2244'ON FARM ROAD 1774 FOR 1.8 MILES TO A T ROAD RIGHT.  TURN
 BL2244'RIGHT AND FOLLOW OILED ROAD SOUTHWEST FOR 0.45 MILE TO THE
 BL2244'POWERHOUSE AND THE STACK AS DESCRIBED.
 BL2244'
 BL2244'THE TOP AND CENTER OF THE STACK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2245 ***********************************************************************
 BL2245  DESIGNATION -  GROGAN COCKRAN LUMBER CO S STK
 BL2245  PID         -  BL2245
 BL2245  STATE/COUNTY-  TX/MONTGOMERY
 BL2245  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL2245
 BL2245                         *CURRENT SURVEY CONTROL
 BL2245  ___________________________________________________________________
 BL2245* NAD 83(1993)-  30 11 23.95235(N)    095 43 49.42342(W)     ADJUSTED  
 BL2245* NAVD 88     -                                                        
 BL2245  ___________________________________________________________________
 BL2245  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BL2245  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL2245
 BL2245  HORZ ORDER  -  THIRD
 BL2245
 BL2245.The horizontal coordinates were established by classical geodetic methods
 BL2245.and adjusted by the National Geodetic Survey in February 1996..
 BL2245
 BL2245
 BL2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2245
 BL2245.The geoid height was determined by GEOID03.
 BL2245
 BL2245;                    North         East     Units Scale Factor Converg.
 BL2245;SPC TX C     - 3,067,183.476 1,143,137.163   MT  0.99998124   +2 22 14.8
 BL2245;SPC TX C     -10,062,917.79  3,750,442.51   sFT  0.99998124   +2 22 14.8
 BL2245;SPC TXSC     - 4,265,589.812   914,820.256   MT  0.99997437   +1 36 06.6
 BL2245;SPC TXSC     -13,994,689.24  3,001,372.79   sFT  0.99997437   +1 36 06.6
 BL2245;UTM  15      - 3,342,989.131   237,113.206   MT  1.00045271   -1 22 25.8
 BL2245
 BL2245                          SUPERSEDED SURVEY CONTROL
 BL2245
 BL2245  NAD 83(1986)-  30 11 23.96649(N)    095 43 49.40605(W) AD(       ) 4
 BL2245  NAD 27      -  30 11 23.20000(N)    095 43 48.59400(W) AD(       ) 3
 BL2245
 BL2245.Superseded values are not recommended for survey control.
 BL2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2245.See file dsdata.txt to determine how the superseded data were derived.
 BL2245
 BL2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3711342989(NAD 83)
 BL2245_MARKER: 63 = STACK
 BL2245
 BL2245  HISTORY     - Date     Condition        Report By
 BL2245  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2245
 BL2245                          STATION DESCRIPTION
 BL2245
 BL2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2245'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF MAGNOLIA
 BL2245'AND 0.45 MILE SOUTHWEST OF FARM ROAD 1774.  IT IS THE SHORTER
 BL2245'OF TWO LARGE STACKS ON THE POWERHOUSE.  IT IS ABOUT 60 FEET
 BL2245'NORTH OF THE SOUTH SIDE OF THE POWERHOUSE AND 50 FEET SOUTH
 BL2245'OF ANOTHER STACK WHICH IS ABOUT 10 FEET TALLER.  THE STACK
 BL2245'IS ABOUT 5 FEET IN DIAMETER AND 110 FEET HIGH AND IT IS
 BL2245'SUPPORTED BY GUY CABLES.
 BL2245'
 BL2245'TO REACH THE STACK FROM THE DEPOT IN MAGNOLIA, GO SOUTHEAST
 BL2245'ON FARM ROAD 1774 FOR 1.8 MILES TO A T ROAD RIGHT.  TURN RIGHT
 BL2245'AND FOLLOW OILED ROAD SOUTHWEST FOR 0.45 MILE TO THE POWERHOUSE
 BL2245'AND THE STACK AS DESCRIBED.
 BL2245'
 BL2245'THE TOP AND CENTER OF THE STACK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1607 ***********************************************************************
 FL1607  DESIGNATION -  GROOM
 FL1607  PID         -  FL1607
 FL1607  STATE/COUNTY-  TX/CARSON
 FL1607  USGS QUAD   -  LARK (1983)
 FL1607
 FL1607                         *CURRENT SURVEY CONTROL
 FL1607  ___________________________________________________________________
 FL1607* NAD 83(1993)-  35 12 25.30196(N)    101 09 40.11934(W)     ADJUSTED  
 FL1607* NAVD 88     -      1012.529  (meters)    3321.94   (feet)  ADJUSTED  
 FL1607  ___________________________________________________________________
 FL1607  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 FL1607  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1607  DYNAMIC HT  -        1011.351 (meters)    3318.07  (feet)  COMP
 FL1607  MODELED GRAV-     979,435.8   (mgal)                       NAVD 88
 FL1607
 FL1607  HORZ ORDER  -  SECOND
 FL1607  VERT ORDER  -  FIRST     CLASS II
 FL1607
 FL1607.The horizontal coordinates were established by classical geodetic methods
 FL1607.and adjusted by the National Geodetic Survey in February 1996..
 FL1607
 FL1607.The orthometric height was determined by differential leveling
 FL1607.and adjusted by the National Geodetic Survey in June 1991..
 FL1607
 FL1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1607
 FL1607.The geoid height was determined by GEOID03.
 FL1607
 FL1607.The dynamic height is computed by dividing the NAVD 88
 FL1607.geopotential number by the normal gravity value computed on the
 FL1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1607.degrees latitude (g = 980.6199 gals.).
 FL1607
 FL1607.The modeled gravity was interpolated from observed gravity values.
 FL1607
 FL1607;                    North         East     Units Scale Factor Converg.
 FL1607;SPC TX N     - 1,133,956.493   230,852.804   MT  0.99991761   +0 11 47.0
 FL1607;SPC TX N     - 3,720,322.26    757,389.57   sFT  0.99991761   +0 11 47.0
 FL1607;UTM  14      - 3,898,141.735   303,274.235   MT  1.00007697   -1 14 46.9
 FL1607
 FL1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1607!SPC TX N     -   0.99984525  x   0.99991761  =   0.99976287
 FL1607!UTM  14      -   0.99984525  x   1.00007697  =   0.99992221
 FL1607
 FL1607:                Primary Azimuth Mark                     Grid Az
 FL1607:SPC TX N     -  GROOM AZ MK                              091 29 36.0
 FL1607:UTM  14      -  GROOM AZ MK                              092 56 09.9
 FL1607
 FL1607|---------------------------------------------------------------------|
 FL1607| PID    Reference Object                     Distance      Geod. Az  |
 FL1607|                                                           dddmmss.s |
 FL1607| FL1608 GROOM AZ MK                                        0914123.0 |
 FL1607| FL1710 GROOM MUNICIPAL TANK                APPROX. 4.9 KM 0945154.1 |
 FL1607| FL1712 GROOM WEST GRAIN ELEVATOR           APPROX. 4.6 KM 0983309.1 |
 FL1607| CJ6540 GROOM RM 1                           21.950 METERS 17734     |
 FL1607| CJ6541 GROOM RM 2                           10.268 METERS 27033     |
 FL1607|---------------------------------------------------------------------|
 FL1607
 FL1607                          SUPERSEDED SURVEY CONTROL
 FL1607
 FL1607  NAD 83(1993)-  35 12 25.30567(N)    101 09 40.11723(W) AD(       ) 2
 FL1607  NAD 83(1986)-  35 12 25.30802(N)    101 09 40.11022(W) AD(       ) 2
 FL1607  NAD 27      -  35 12 25.13100(N)    101 09 38.54100(W) AD(       ) 2
 FL1607
 FL1607.Superseded values are not recommended for survey control.
 FL1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1607.See file dsdata.txt to determine how the superseded data were derived.
 FL1607
 FL1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD0327498142(NAD 83)
 FL1607_MARKER: DS = TRIANGULATION STATION DISK
 FL1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1607_SP_SET: CONCRETE POST
 FL1607_STAMPING: GROOM 1951
 FL1607_MARK LOGO: CGS   
 FL1607_PROJECTION: FLUSH
 FL1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1607+STABILITY: SURFACE MOTION
 FL1607
 FL1607  HISTORY     - Date     Condition        Report By
 FL1607  HISTORY     - 1951     MONUMENTED       CGS
 FL1607  HISTORY     - 1956     GOOD             CGS
 FL1607  HISTORY     - 1969     GOOD             CGS
 FL1607  HISTORY     - 1984     GOOD             NGS
 FL1607
 FL1607                          STATION DESCRIPTION
 FL1607
 FL1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1607'THE STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 66,
 FL1607'ABOUT 3 MILES AIRLINE WEST OF GROOM, ABOUT 4 MILES AIRLINE EAST
 FL1607'OF LARK, AND ABOUT 13 MILES AIRLINE NORTHEAST OF CLAUDE.
 FL1607'
 FL1607'TO REACH THE STATION FROM THE POST OFFICE IN LARK, GO EAST ON
 FL1607'U.S. HIGHWAY 66 FOR 4.3 MILES TO A WHITE WITNESS POST AND THE
 FL1607'STATION ON THE RIGHT.
 FL1607'
 FL1607'THE STATION MARK IS A STANDARD DISK STAMPED GROOM 1951 SET IN
 FL1607'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT
 FL1607'2 INCHES ABOVE THE GROUND.  IT IS 5.8 FEET SOUTHWEST OF A WHITE
 FL1607'WITNESS POST, ABOUT 64 FEET SOUTH OF THE CENTERLINE OF U.S.
 FL1607'HIGHWAY 66, AND ABOUT 26 FEET NORTH OF THE CENTERLINE OF THE
 FL1607'C.R.I. AND P. RAILROAD TRACK.
 FL1607'
 FL1607'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GROOM NO 1
 FL1607'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1607'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 3 FEET
 FL1607'NORTH OF A FENCE LINE, ABOUT 46 FEET SOUTH OF THE CENTERLINE
 FL1607'OF THE RAILROAD TRACK, AND ABOUT THE SAME ELEVATION AS THE
 FL1607'STATION.
 FL1607'
 FL1607'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GROOM NO 2
 FL1607'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1607'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS ABOUT 26 FEET
 FL1607'NORTH OF THE CENTERLINE OF THE RAILROAD TRACK, ABOUT 64 FEET
 FL1607'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT THE SAME
 FL1607'ELEVATION AS THE STATION.
 FL1607'
 FL1607'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY
 FL1607'66 AT A CROSS ROAD, AND IS A STANDARD DISK STAMPED GROOM 1951
 FL1607'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1607'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 9 FEET NORTHWEST
 FL1607'OF A FENCE CORNER, ABOUT 35 FEET WEST OF A GRAVELED NORTH-SOUTH
 FL1607'ROAD, ABOUT 47 FEET SOUTH OF THE CENTERLINE OF THE C.R.I. AND P.
 FL1607'RAILROAD TRACK, AND ABOUT 150 FEET SOUTH OF THE CENTERLINE
 FL1607'OF THE HIGHWAY.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 FL1607'GO EAST ON U.S. HIGHWAY 66 FOR 0.5 MILE TO A CROSS ROAD AND
 FL1607'THE AZIMUTH MARK ON THE RIGHT.
 FL1607
 FL1607                          STATION RECOVERY (1956)
 FL1607
 FL1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1607'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 FL1607'AS DESCRIBED.  NO ATTEMPT WAS MADE TO LOCATE THE AZIMUTH MARK.
 FL1607'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL1607
 FL1607                          STATION RECOVERY (1969)
 FL1607
 FL1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FL1607'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 FL1607'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 FL1607'ORIGINAL DESCRIPTION.  ROUTE PROCEEDING TO STATION WAS FOUND
 FL1607'TO BE CORRECT.
 FL1607'
 FL1607'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK AT
 FL1607'TIME OF RECOVERY.
 FL1607'
 FL1607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 FL1607'WEST OF GROOM
 FL1607
 FL1607                          STATION RECOVERY (1984)
 FL1607
 FL1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1607'23.5 KM (14.6 MI) WEST FROM JERICHO.
 FL1607'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 FL1607'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL1607'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 23.5 KM (14.6 MI)
 FL1607'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 20.1 M
 FL1607'(65.9 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, AND 13.4 M
 FL1607'(44.0 FT) NORTH OF THE NEAR RAIL.
 FL1607'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FL1607'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1608 ***********************************************************************
 FL1608  DESIGNATION -  GROOM AZ MK
 FL1608  PID         -  FL1608
 FL1608  STATE/COUNTY-  TX/CARSON
 FL1608  USGS QUAD   -  LARK (1983)
 FL1608
 FL1608                         *CURRENT SURVEY CONTROL
 FL1608  ___________________________________________________________________
 FL1608* NAD 83(1986)-  35 12 25.     (N)    101 09 11.     (W)     SCALED    
 FL1608* NAVD 88     -      1009.761  (meters)    3312.86   (feet)  ADJUSTED  
 FL1608  ___________________________________________________________________
 FL1608  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1608  DYNAMIC HT  -        1008.586 (meters)    3309.00  (feet)  COMP
 FL1608  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 FL1608
 FL1608  VERT ORDER  -  FIRST     CLASS II
 FL1608
 FL1608.The horizontal coordinates were scaled from a topographic map and have
 FL1608.an estimated accuracy of +/- 6 seconds.
 FL1608
 FL1608.The orthometric height was determined by differential leveling
 FL1608.and adjusted by the National Geodetic Survey in June 1991..
 FL1608
 FL1608.The geoid height was determined by GEOID03.
 FL1608
 FL1608.The dynamic height is computed by dividing the NAVD 88
 FL1608.geopotential number by the normal gravity value computed on the
 FL1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1608.degrees latitude (g = 980.6199 gals.).
 FL1608
 FL1608.The modeled gravity was interpolated from observed gravity values.
 FL1608
 FL1608;                    North         East    Units  Estimated Accuracy
 FL1608;SPC TX N     - 1,133,950.      231,590.      MT  (+/- 180 meters Scaled)
 FL1608
 FL1608                          SUPERSEDED SURVEY CONTROL
 FL1608
 FL1608.No superseded survey control is available for this station.
 FL1608
 FL1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD040981(NAD 83)
 FL1608_MARKER: DZ = AZIMUTH MARK DISK
 FL1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1608_SP_SET: CONCRETE POST
 FL1608_STAMPING: GROOM 1951
 FL1608_MARK LOGO: CGS   
 FL1608_PROJECTION: FLUSH
 FL1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1608+STABILITY: SURFACE MOTION
 FL1608
 FL1608  HISTORY     - Date     Condition        Report By
 FL1608  HISTORY     - 1951     MONUMENTED       CGS
 FL1608  HISTORY     - 1984     GOOD             NGS
 FL1608
 FL1608                          STATION DESCRIPTION
 FL1608
 FL1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1608'22.7 KM (14.1 MI) WEST FROM JERICHO.
 FL1608'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7
 FL1608'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL1608'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 22.7 KM (14.1 MI)
 FL1608'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 14.3 M
 FL1608'(46.9 FT) SOUTH OF THE NEAR RAIL, 10.7 M (35.1 FT) WEST OF THE CENTER
 FL1608'OF A DIRT ROAD LEADING SOUTH, AND 1.6 M (5.2 FT) WEST OF A UTILITY
 FL1608'POLE.
 FL1608'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 FL1608'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1710 ***********************************************************************
 FL1710  DESIGNATION -  GROOM MUNICIPAL TANK
 FL1710  PID         -  FL1710
 FL1710  STATE/COUNTY-  TX/CARSON
 FL1710  USGS QUAD   -  GROOM (1983)
 FL1710
 FL1710                         *CURRENT SURVEY CONTROL
 FL1710  ___________________________________________________________________
 FL1710* NAD 83(1993)-  35 12 11.82581(N)    101 06 27.82889(W)     ADJUSTED  
 FL1710* NAVD 88     -                                                        
 FL1710  ___________________________________________________________________
 FL1710  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FL1710  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL1710
 FL1710  HORZ ORDER  -  THIRD
 FL1710
 FL1710.The horizontal coordinates were established by classical geodetic methods
 FL1710.and adjusted by the National Geodetic Survey in February 1996..
 FL1710
 FL1710
 FL1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1710
 FL1710.The geoid height was determined by GEOID03.
 FL1710
 FL1710;                    North         East     Units Scale Factor Converg.
 FL1710;SPC TX N     - 1,133,559.207   235,717.772   MT  0.99991785   +0 13 38.4
 FL1710;SPC TX N     - 3,719,018.83    773,350.72   sFT  0.99991785   +0 13 38.4
 FL1710;UTM  14      - 3,897,622.007   308,128.374   MT  1.00005372   -1 12 55.6
 FL1710
 FL1710                          SUPERSEDED SURVEY CONTROL
 FL1710
 FL1710  NAD 83(1993)-  35 12 11.82946(N)    101 06 27.82711(W) AD(       ) 4
 FL1710  NAD 83(1986)-  35 12 11.83137(N)    101 06 27.82008(W) AD(       ) 4
 FL1710  NAD 27      -  35 12 11.65500(N)    101 06 26.25900(W) AD(       ) 3
 FL1710
 FL1710.Superseded values are not recommended for survey control.
 FL1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1710.See file dsdata.txt to determine how the superseded data were derived.
 FL1710
 FL1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD0812897622(NAD 83)
 FL1710_MARKER: 53 = ELEVATED TANK
 FL1710
 FL1710  HISTORY     - Date     Condition        Report By
 FL1710  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1710  HISTORY     - 19990927 GOOD             USPSQD
 FL1710
 FL1710                          STATION DESCRIPTION
 FL1710
 FL1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1710'THE STATION IS LOCATED IN THE VILLAGE OF GROOM, 2-1/2 BLOCKS
 FL1710'NORTH OF U.S. HIGHWAY 66.
 FL1710'
 FL1710'THE TANK IS AN ELEVATED, SILVER, STEEL STRUCTURE ABOUT 150 FEET
 FL1710'HIGH, AND IS THE GROOM MUNICIPAL WATER TANK.  THE BALL ON TOP WAS
 FL1710'INTERSECTED.
 FL1710
 FL1710                          STATION RECOVERY (1999)
 FL1710
 FL1710'RECOVERY NOTE BY US POWER SQUADRON 1999
 FL1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1712 ***********************************************************************
 FL1712  DESIGNATION -  GROOM WEST GRAIN ELEVATOR
 FL1712  PID         -  FL1712
 FL1712  STATE/COUNTY-  TX/CARSON
 FL1712  USGS QUAD   -  GROOM (1983)
 FL1712
 FL1712                         *CURRENT SURVEY CONTROL
 FL1712  ___________________________________________________________________
 FL1712* NAD 83(1993)-  35 12 02.94716(N)    101 06 39.32597(W)     ADJUSTED  
 FL1712* NAVD 88     -                                                        
 FL1712  ___________________________________________________________________
 FL1712  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 FL1712  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1712
 FL1712  HORZ ORDER  -  THIRD
 FL1712
 FL1712.The horizontal coordinates were established by classical geodetic methods
 FL1712.and adjusted by the National Geodetic Survey in February 1996..
 FL1712
 FL1712
 FL1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1712
 FL1712.The geoid height was determined by GEOID03.
 FL1712
 FL1712;                    North         East     Units Scale Factor Converg.
 FL1712;SPC TX N     - 1,133,284.462   235,428.056   MT  0.99991801   +0 13 31.7
 FL1712;SPC TX N     - 3,718,117.44    772,400.21   sFT  0.99991801   +0 13 31.7
 FL1712;UTM  14      - 3,897,354.607   307,831.792   MT  1.00005513   -1 13 01.9
 FL1712
 FL1712                          SUPERSEDED SURVEY CONTROL
 FL1712
 FL1712  NAD 83(1993)-  35 12 02.95088(N)    101 06 39.32363(W) AD(       ) 4
 FL1712  NAD 83(1986)-  35 12 02.95270(N)    101 06 39.31762(W) AD(       ) 4
 FL1712  NAD 27      -  35 12 02.77200(N)    101 06 37.74900(W) AD(       ) 3
 FL1712
 FL1712.Superseded values are not recommended for survey control.
 FL1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1712.See file dsdata.txt to determine how the superseded data were derived.
 FL1712
 FL1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD0783297355(NAD 83)
 FL1712_MARKER: 65 = GRAIN ELEVATOR
 FL1712
 FL1712  HISTORY     - Date     Condition        Report By
 FL1712  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1712
 FL1712                          STATION DESCRIPTION
 FL1712
 FL1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1712'THE STATION IS LOCATED IN THE VILLAGE OF GROOM, ABOUT 200
 FL1712'YARDS WEST OF THE ROCK ISLAND RAILROAD DEPOT, AND IS THE WESTERLY
 FL1712'OF TWO ELEVATORS.
 FL1712'
 FL1712'THE ELVEATOR IS A LARGE CONCRETE STRUCTURE AND THE PROPERTY
 FL1712'OF THE WHEELER EVANS GRAIN COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0466 ***********************************************************************
 CA0466  DESIGNATION -  GROSVENOR
 CA0466  PID         -  CA0466
 CA0466  STATE/COUNTY-  TX/BROWN
 CA0466  USGS QUAD   -  BYRDS (1987)
 CA0466
 CA0466                         *CURRENT SURVEY CONTROL
 CA0466  ___________________________________________________________________
 CA0466* NAD 83(1993)-  31 53 25.98819(N)    099 06 28.66119(W)     ADJUSTED  
 CA0466* NAVD 88     -       490.645  (meters)    1609.72   (feet)  ADJUSTED  
 CA0466  ___________________________________________________________________
 CA0466  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CA0466  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CA0466  DYNAMIC HT  -         490.008 (meters)    1607.63  (feet)  COMP
 CA0466  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 CA0466
 CA0466  HORZ ORDER  -  SECOND
 CA0466  VERT ORDER  -  SECOND    CLASS 0
 CA0466
 CA0466.The horizontal coordinates were established by classical geodetic methods
 CA0466.and adjusted by the National Geodetic Survey in February 1996..
 CA0466
 CA0466.The orthometric height was determined by differential leveling
 CA0466.and adjusted by the National Geodetic Survey in June 1991..
 CA0466
 CA0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0466
 CA0466.The geoid height was determined by GEOID03.
 CA0466
 CA0466.The dynamic height is computed by dividing the NAVD 88
 CA0466.geopotential number by the normal gravity value computed on the
 CA0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0466.degrees latitude (g = 980.6199 gals.).
 CA0466
 CA0466.The modeled gravity was interpolated from observed gravity values.
 CA0466
 CA0466;                    North         East     Units Scale Factor Converg.
 CA0466;SPC TX C     - 3,247,179.258   815,924.454   MT  1.00000195   +0 37 52.1
 CA0466;SPC TX C     -10,653,453.95  2,676,912.15   sFT  1.00000195   +0 37 52.1
 CA0466;UTM  14      - 3,528,309.425   489,790.367   MT  0.99960129   -0 03 25.3
 CA0466
 CA0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0466!SPC TX C     -   0.99992710  x   1.00000195  =   0.99992905
 CA0466!UTM  14      -   0.99992710  x   0.99960129  =   0.99952842
 CA0466
 CA0466|---------------------------------------------------------------------|
 CA0466| PID    Reference Object                     Distance      Geod. Az  |
 CA0466|                                                           dddmmss.s |
 CA0466| CA0467 GROSVENOR RM 1                       26.228 METERS 13624     |
 CA0466| CA1059 BANGS WATER TANK                    APPROX.19.7 KM 1864147.4 |
 CA0466| CA0465 GROSVENOR RM 2                       29.077 METERS 23627     |
 CA0466| CV4168 GROSVENOR AZ MK                                    2683909.2 |
 CA0466|---------------------------------------------------------------------|
 CA0466
 CA0466                          SUPERSEDED SURVEY CONTROL
 CA0466
 CA0466  NAD 83(1986)-  31 53 25.99745(N)    099 06 28.64789(W) AD(       ) 2
 CA0466  NAD 27      -  31 53 25.46300(N)    099 06 27.44300(W) AD(       ) 2
 CA0466  NGVD 29 (??/??/92)  490.540  (m)         1609.38   (f) ADJ UNCH    2 0
 CA0466
 CA0466.Superseded values are not recommended for survey control.
 CA0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0466.See file dsdata.txt to determine how the superseded data were derived.
 CA0466
 CA0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA8979028309(NAD 83)
 CA0466_MARKER: DS = TRIANGULATION STATION DISK
 CA0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0466_STAMPING: GROSVENOR 1944
 CA0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0466+STABILITY: SURFACE MOTION
 CA0466
 CA0466  HISTORY     - Date     Condition        Report By
 CA0466  HISTORY     - 1944     MONUMENTED       CGS
 CA0466  HISTORY     - 1944     GOOD             CGS
 CA0466
 CA0466                          STATION DESCRIPTION
 CA0466
 CA0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA0466'STATION IS LOCATED ABOUT 14 MILES NW OF BROWNWOOD, 4 MILES
 CA0466'SW OF BYRDS POST OFFICE, AND ABOUT 2.5 MILES ENE OF GROSVENOR,
 CA0466'ON PROPERTY OWNED BY THE LOOPER ESTATE.  THE MARK IS SET
 CA0466'25 FEET N OF THE CENTER LINE OF THE ROAD, 15 FEET S OF WITNESS
 CA0466'POST, 18 FEET ESE OF AN OLD STORM CELLAR, 40 FEET SW OF 4
 CA0466'CEDAR TREES THAT ARE IN FRONT OF OLD HOUSE FOUNDATION, AND
 CA0466'30 FEET NE OF A TRIANGULAR-BLAZED CORNER FENCE POST.  IT
 CA0466'PROJECTS ABOUT 6 INCHES AND IS STAMPED GROSVENOR 1944.
 CA0466'
 CA0466'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA0466'DISKS SET IN CONCRETE.
 CA0466'
 CA0466'REFERENCE MARK 1 IS S OF THE STATION, 1 FOOT N OF THE S
 CA0466'RIGHT-OF-WAY FENCE LINE, AND 25 FEET S OF THE CENTER LINE
 CA0466'OF THE ROAD.  IT PROJECTS ABOUT 5 INCHES.
 CA0466'
 CA0466'REFERENCE MARK 2 IS SW OF THE STATION, 1 FOOT N OF THE S
 CA0466'RIGHT-OF-WAY FENCE LINE, AND 25 FEET S OF THE CENTER LINE
 CA0466'OF THE ROAD.  IT PROJECTS ABOUT 6 INCHES.
 CA0466'
 CA0466'AZIMUTH MARK IS 1.3 MILES W OF THE STATION, 1 FOOT N OF THE
 CA0466'S RIGHT-OF-WAY FENCE LINE, 24 FEET S OF THE CENTER LINE
 CA0466'OF THE ROAD ON THE OUTSIDE OF A CURVE IN THE ROAD AT THE
 CA0466'BASE OF A SMALL ROCKY RIDGE.  IT PROJECTS ABOUT 4 INCHES.
 CA0466'
 CA0466'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CA0466'REFERENCE MARKS ARE ALSO STAMPED WITH THEIR RESPECTIVE NUMBERS.
 CA0466'
 CA0466'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CA0466'67 AND 283 IN THE N PART OF BROWNWOOD, GO W ON U.S. HIGHWAY
 CA0466'67 FOR 0.75 MILE TO THE INTERSECTION OF STATE HIGHWAY 279.
 CA0466'TURN RIGHT ON HIGHWAY 279 AND GO 14.55 MILES TO WHERE HIGHWAY
 CA0466'279 TURNS RIGHT AT A SIGN STATE PARK 5 MILES.  CONTINUE
 CA0466'STRAIGHT AHEAD ON GRADED DIRT ROAD 1.55 MILES TO A CROSS ROAD.*
 CA0466'TURN RIGHT ON DIRT ROAD AND GO E FOR 0.85 MILE TO STATION
 CA0466'ON THE N SIDE OF ROAD IN FRONT OF AN OLD HOUSE FOUNDATION.
 CA0466'
 CA0466'*TURN LEFT AT THIS POINT AND GO 0.35 MILE TO THE AZIMUTH
 CA0466'MARK ON THE S SIDE OF THE ROAD AT THE BASE OF A ROCKY RIDGE.
 CA0466'
 CA0466'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA0466
 CA0466                          STATION RECOVERY (1944)
 CA0466
 CA0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 CA0466'3.3 MI E FROM GROSVENOR.
 CA0466'1.9 MILES EAST ALONG A DIRT ROAD FROM THE GRAMMAR SCHOOL AT GROSVENOR,
 CA0466'THENCE 0.6 MILE NORTH ALONG A DIRT HIGHWAY (PROPOSED STATE HIGHWAY),
 CA0466'THENCE 0.8 MILE EAST ALONG A DIRT ROAD, ON TOP OF A HILL AND IN FRONT
 CA0466'OF THE RUINS OF AN OLD HOME SITE, 27 YARDS WEST OF A GATE, 33 FEET
 CA0466'NORTH OF THE CENTER LINE OF THE ROAD, 10.2 FEET SOUTHEAST OF A FENCE
 CA0466'LINE, AND 12 1/2 FEET SOUTH OF A WHITE REFERENCE POST. A
 CA0466'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0467 ***********************************************************************
 CA0467  DESIGNATION -  GROSVENOR RM 1
 CA0467  PID         -  CA0467
 CA0467  STATE/COUNTY-  TX/BROWN
 CA0467  USGS QUAD   -  BYRDS (1987)
 CA0467
 CA0467                         *CURRENT SURVEY CONTROL
 CA0467  ___________________________________________________________________
 CA0467* NAD 83(1986)-  31 53 26.     (N)    099 06 28.     (W)     SCALED    
 CA0467* NAVD 88     -       489.923  (meters)    1607.36   (feet)  ADJUSTED  
 CA0467  ___________________________________________________________________
 CA0467  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CA0467  DYNAMIC HT  -         489.287 (meters)    1605.27  (feet)  COMP
 CA0467  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 CA0467
 CA0467  VERT ORDER  -  SECOND    CLASS 0
 CA0467
 CA0467.The horizontal coordinates were scaled from a topographic map and have
 CA0467.an estimated accuracy of +/- 6 seconds.
 CA0467
 CA0467.The orthometric height was determined by differential leveling
 CA0467.and adjusted by the National Geodetic Survey in June 1991..
 CA0467
 CA0467.The geoid height was determined by GEOID03.
 CA0467
 CA0467.The dynamic height is computed by dividing the NAVD 88
 CA0467.geopotential number by the normal gravity value computed on the
 CA0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0467.degrees latitude (g = 980.6199 gals.).
 CA0467
 CA0467.The modeled gravity was interpolated from observed gravity values.
 CA0467
 CA0467;                    North         East    Units  Estimated Accuracy
 CA0467;SPC TX C     - 3,247,180.      815,940.      MT  (+/- 180 meters Scaled)
 CA0467
 CA0467                          SUPERSEDED SURVEY CONTROL
 CA0467
 CA0467  NGVD 29 (??/??/92)  489.818  (m)         1607.01   (f) ADJ UNCH    2 0
 CA0467
 CA0467.Superseded values are not recommended for survey control.
 CA0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0467.See file dsdata.txt to determine how the superseded data were derived.
 CA0467
 CA0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA898283(NAD 83)
 CA0467_MARKER: DR = REFERENCE MARK DISK
 CA0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0467_STAMPING: GROSVENOR NO. 1 1944
 CA0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0467+STABILITY: SURFACE MOTION
 CA0467
 CA0467  HISTORY     - Date     Condition        Report By
 CA0467  HISTORY     - 1944     MONUMENTED       CGS
 CA0467
 CA0467                          STATION DESCRIPTION
 CA0467
 CA0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0467'3.3 MI E FROM GROSVENOR.
 CA0467'1.9 MILES EAST ALONG A DIRT ROAD FROM THE GRAMMAR SCHOOL AT GROSVENOR,
 CA0467'THENCE 0.6 MILE NORTH ALONG A DIRT HIGHWAY (PROPOSED STATE HIGHWAY),
 CA0467'THENCE 0.8 MILE EAST ALONG A DIRT ROAD, 86.1 FEET SOUTHEAST OF AND
 CA0467'ACROSS THE ROAD FROM THE STATION, 27 FEET SOUTH OF THE CENTER LINE OF
 CA0467'THE ROAD, AND 1 FOOT NORTH OF A FENCE LINE.  A REFERENCE-MARK DISK,
 CA0467'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0465 ***********************************************************************
 CA0465  DESIGNATION -  GROSVENOR RM 2
 CA0465  PID         -  CA0465
 CA0465  STATE/COUNTY-  TX/BROWN
 CA0465  USGS QUAD   -  BYRDS (1987)
 CA0465
 CA0465                         *CURRENT SURVEY CONTROL
 CA0465  ___________________________________________________________________
 CA0465* NAD 83(1986)-  31 53 26.     (N)    099 06 28.     (W)     SCALED    
 CA0465* NAVD 88     -       490.150  (meters)    1608.10   (feet)  ADJUSTED  
 CA0465  ___________________________________________________________________
 CA0465  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CA0465  DYNAMIC HT  -         489.514 (meters)    1606.01  (feet)  COMP
 CA0465  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 CA0465
 CA0465  VERT ORDER  -  SECOND    CLASS 0
 CA0465
 CA0465.The horizontal coordinates were scaled from a topographic map and have
 CA0465.an estimated accuracy of +/- 6 seconds.
 CA0465
 CA0465.The orthometric height was determined by differential leveling
 CA0465.and adjusted by the National Geodetic Survey in June 1991..
 CA0465
 CA0465.The geoid height was determined by GEOID03.
 CA0465
 CA0465.The dynamic height is computed by dividing the NAVD 88
 CA0465.geopotential number by the normal gravity value computed on the
 CA0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0465.degrees latitude (g = 980.6199 gals.).
 CA0465
 CA0465.The modeled gravity was interpolated from observed gravity values.
 CA0465
 CA0465;                    North         East    Units  Estimated Accuracy
 CA0465;SPC TX C     - 3,247,180.      815,940.      MT  (+/- 180 meters Scaled)
 CA0465
 CA0465                          SUPERSEDED SURVEY CONTROL
 CA0465
 CA0465  NGVD 29 (??/??/92)  490.045  (m)         1607.76   (f) ADJ UNCH    2 0
 CA0465
 CA0465.Superseded values are not recommended for survey control.
 CA0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0465.See file dsdata.txt to determine how the superseded data were derived.
 CA0465
 CA0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA898283(NAD 83)
 CA0465_MARKER: DR = REFERENCE MARK DISK
 CA0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0465_STAMPING: GROSVENOR NO. 2 1944
 CA0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0465+STABILITY: SURFACE MOTION
 CA0465
 CA0465  HISTORY     - Date     Condition        Report By
 CA0465  HISTORY     - 1944     MONUMENTED       CGS
 CA0465
 CA0465                          STATION DESCRIPTION
 CA0465
 CA0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0465'3.3 MI E FROM GROSVENOR.
 CA0465'1.9 MILES EAST ALONG A DIRT ROAD FROM THE GRAMMAR SCHOOL AT GROSVENOR,
 CA0465'THENCE 0.6 MILE NORTH ALONG A DIRT HIGHWAY (PROPOSED STATE HIGHWAY),
 CA0465'THENCE 0.8 MILE EAST ALONG A DIRT ROAD, 95.3 FEET SOUTHWEST OF AND
 CA0465'ACROSS THE ROAD FROM THE STATION, 22 FEET SOUTH OF THE CENTER LINE OF
 CA0465'THE ROAD, AND 1 FOOT NORTH OF A FENCE LINE.  A REFERENCE-MARK DISK,
 CA0465'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0640 ***********************************************************************
 BN0640  DESIGNATION -  GROTE
 BN0640  PID         -  BN0640
 BN0640  STATE/COUNTY-  TX/BLANCO
 BN0640  USGS QUAD   -  BLOWOUT (1967)
 BN0640
 BN0640                         *CURRENT SURVEY CONTROL
 BN0640  ___________________________________________________________________
 BN0640* NAD 83(1993)-  30 24 34.62709(N)    098 34 06.94895(W)     ADJUSTED  
 BN0640* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 BN0640  ___________________________________________________________________
 BN0640  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 BN0640  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BN0640
 BN0640  HORZ ORDER  -  SECOND
 BN0640
 BN0640.The horizontal coordinates were established by classical geodetic methods
 BN0640.and adjusted by the National Geodetic Survey in February 1996..
 BN0640
 BN0640.The orthometric height was scaled from a topographic map.
 BN0640
 BN0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0640
 BN0640.The geoid height was determined by GEOID03.
 BN0640
 BN0640;                    North         East     Units Scale Factor Converg.
 BN0640;SPC TX C     - 3,083,705.807   869,551.040   MT  0.99993470   +0 54 32.2
 BN0640;SPC TX C     -10,117,124.80  2,852,852.04   sFT  0.99993470   +0 54 32.2
 BN0640;UTM  14      - 3,364,254.795   541,436.082   MT  0.99962118   +0 13 06.1
 BN0640
 BN0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0640!SPC TX C     -   0.99991645  x   0.99993470  =   0.99985116
 BN0640!UTM  14      -   0.99991645  x   0.99962118  =   0.99953766
 BN0640
 BN0640|---------------------------------------------------------------------|
 BN0640| PID    Reference Object                     Distance      Geod. Az  |
 BN0640|                                                           dddmmss.s |
 BN0640| CV4170 GROTE RM 1                           18.601 METERS 06927     |
 BN0640| CV4171 GROTE RM 2                           17.043 METERS 17300     |
 BN0640| CV4169 GROTE AZ MK                                        2052047.5 |
 BN0640| BN0641 SANDY HILL MICROWAVE RAD MAST       353.875 METERS 20737     |
 BN0640|---------------------------------------------------------------------|
 BN0640
 BN0640                          SUPERSEDED SURVEY CONTROL
 BN0640
 BN0640  NAD 83(1986)-  30 24 34.63782(N)    098 34 06.93458(W) AD(       ) 2
 BN0640  NAD 27      -  30 24 33.93630(N)    098 34 05.82220(W) AD(       ) 2
 BN0640
 BN0640.Superseded values are not recommended for survey control.
 BN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0640.See file dsdata.txt to determine how the superseded data were derived.
 BN0640
 BN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU4143664255(NAD 83)
 BN0640_MARKER: DS = TRIANGULATION STATION DISK
 BN0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0640
 BN0640  HISTORY     - Date     Condition        Report By
 BN0640  HISTORY     - 1956     MONUMENTED       CGS
 BN0640
 BN0640                          STATION DESCRIPTION
 BN0640
 BN0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0640'THE STATION IS ABOUT 20 MILES NORTHEAST OF FREDERICKSBURG,
 BN0640'1 MILE EAST OF THE GILLESPIE-BLANCO COUNTY LINE AND ON LAND
 BN0640'OWNED BY CARLOS A. GROTE.  IT IS 5 FEET SOUTH OF A 4 IN X 4 IN
 BN0640'WHITE WITNESS POST.
 BN0640'
 BN0640'TO REACH THE STATION FROM THE POST OFFICE IN FREDERICKSBURG,
 BN0640'GO EASTERLY ON MAIN STREET AND U.S. HIGHWAY 290 FOR 1.0
 BN0640'MILE TO FARM ROAD 1631, BEAR LEFT AND CONTINUE EASTERLY ON
 BN0640'FARM ROAD 1631 FOR 6.75 MILES TO A Y-JUNCTION, BEAR LEFT
 BN0640'AND CONTINUE NORTHEASTERLY FOR 9.05 MILES TO FARM ROAD 1323,
 BN0640'TURN RIGHT AND GO EAST ON FARM ROAD 1323 FOR 4.65 MILES
 BN0640'TO A DRIVEWAY LEADING TO MR. GROTES HOME, (GET KEY TO LOCKED
 BN0640'GATE FROM MR. GROTE) CONTINUE EAST FOR 0.55 MILE TO A TRACK
 BN0640'ROAD LEADING TO THE GATE, TURN LEFT AND FOLLOW THE TRACK
 BN0640'ROAD NORTHERLY FOR 0.05 MILE TO THE GATE, PASS THROUGH THE
 BN0640'GATE AND CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.7 MILE
 BN0640'TO A CROSSROADS AT A POWERLINE, TURN RIGHT AND GO EAST
 BN0640'0.15 MILE TO THE RADIO MAST AND THE AZIMUTH MARK ON THE
 BN0640'LEFT, BEAR LEFT AND GO NORTH FOR 0.2 MILE TO THE
 BN0640'STATION.
 BN0640'
 BN0640'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 BN0640'GROTE 1956.
 BN0640'
 BN0640'REFERENCE MARK 1 IS 57 FEET NORTHEAST OF THE WITNESS POST.
 BN0640'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED GROTE
 BN0640'NO 1 1956.
 BN0640'
 BN0640'REFERENCE MARK 2 IS 50 FEET SOUTHEAST OF THE WITNESS POST.
 BN0640'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED GROTE
 BN0640'NO 2 1956.
 BN0640'
 BN0640'THE AZIMUTH MARK IS ABOUT 50 FEET SOUTHWEST OF THE RADIO
 BN0640'MAST, 23 FEET WEST OF THE CENTER OF THE TRACK ROAD, 12 FEET
 BN0640'SOUTHWEST OF A POWERLINE POLE AND 3 FEET NORTH OF A 4 IN X
 BN0640'4 IN WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND
 BN0640'THE DISK IS STAMPED GROTE 1956.
 BN0640'
 BN0640'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1651 ***********************************************************************
 BY1651  DESIGNATION -  GROVE
 BY1651  PID         -  BY1651
 BY1651  STATE/COUNTY-  TX/TRINITY
 BY1651  USGS QUAD   -  GROVETON WEST (1963)
 BY1651
 BY1651                         *CURRENT SURVEY CONTROL
 BY1651  ___________________________________________________________________
 BY1651* NAD 83(1993)-  31 02 16.38519(N)    095 09 17.50990(W)     ADJUSTED  
 BY1651* NAVD 88     -       102.71   (+/-2cm)     337.0    (feet)  VERTCON   
 BY1651  ___________________________________________________________________
 BY1651  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BY1651  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1651
 BY1651  HORZ ORDER  -  FIRST
 BY1651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1651
 BY1651.The horizontal coordinates were established by classical geodetic methods
 BY1651.and adjusted by the National Geodetic Survey in February 1996..
 BY1651
 BY1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1651.The vertical order pertains to the NGVD 29 superseded value.
 BY1651
 BY1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1651
 BY1651.The geoid height was determined by GEOID03.
 BY1651
 BY1651;                    North         East     Units Scale Factor Converg.
 BY1651;SPC TX C     - 3,163,509.831 1,194,133.400   MT  0.99988195   +2 40 02.0
 BY1651;SPC TX C     -10,378,948.50  3,917,752.66   sFT  0.99988195   +2 40 02.0
 BY1651;UTM  15      - 3,435,795.137   294,342.133   MT  1.00012174   -1 06 41.2
 BY1651
 BY1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1651!SPC TX C     -   0.99998816  x   0.99988195  =   0.99987011
 BY1651!UTM  15      -   0.99998816  x   1.00012174  =   1.00010989
 BY1651
 BY1651|---------------------------------------------------------------------|
 BY1651| PID    Reference Object                     Distance      Geod. Az  |
 BY1651|                                                           dddmmss.s |
 BY1651| BY1649 GROVE RM 1                           31.806 METERS 02030     |
 BY1651| BY2752 GROVETON MUNICIPAL TANK             APPROX. 3.1 KM 0501420.0 |
 BY1651| BY1652 GROVE AZ MK                                        2395810.0 |
 BY1651| BY1650 GROVE RM 2                           22.284 METERS 31856     |
 BY1651|---------------------------------------------------------------------|
 BY1651
 BY1651                          SUPERSEDED SURVEY CONTROL
 BY1651
 BY1651  NAD 83(1986)-  31 02 16.39602(N)    095 09 17.49594(W) AD(       ) 1
 BY1651  NAD 27      -  31 02 15.73200(N)    095 09 16.73200(W) AD(       ) 1
 BY1651  NGVD 29 (??/??/92)  102.724  (m)          337.02   (f) ADJ UNCH    2 0
 BY1651
 BY1651.Superseded values are not recommended for survey control.
 BY1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1651.See file dsdata.txt to determine how the superseded data were derived.
 BY1651
 BY1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ9434235795(NAD 83)
 BY1651_MARKER: DS = TRIANGULATION STATION DISK
 BY1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1651_STAMPING: GROVE 1942
 BY1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1651+STABILITY: SURFACE MOTION
 BY1651
 BY1651  HISTORY     - Date     Condition        Report By
 BY1651  HISTORY     - 1942     MONUMENTED       CGS
 BY1651  HISTORY     - 1944     GOOD             TX-049
 BY1651  HISTORY     - 1948     GOOD             NGS
 BY1651  HISTORY     - 1949     GOOD             CGS
 BY1651  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1651
 BY1651                          STATION DESCRIPTION
 BY1651
 BY1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY1651'STATION IS LOCATED ABOUT 2.3 MILES SOUTHWEST OF GROVETON ON
 BY1651'TOP OF A RIDGE, 36.0 FEET SOUTH OF THE CENTERLINE OF A GRADED
 BY1651'DIRT ROAD, 27.5 FEET NORTH OF A FENCE AND 5.6 FEET NORTH OF
 BY1651'A WHITE REFERENCE POST.  IT IS STAMPED GROVE 1942 AND PROJECTS
 BY1651'ABOUT 8 INCHES.
 BY1651'
 BY1651'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION AND 25
 BY1651'FEET NORTH OF THE CENTERLINE OF THE ROAD.  IT IS STAMPED GROVE
 BY1651'NO 1 1942 AND PROJECTS ABOUT 6 INCHES.  REFERENCE MARK NO. 2
 BY1651'IS NORTHWEST OF THE STATION, 30 FEET NORTH OF THE CENTERLINE
 BY1651'OF THE ROAD.  IT IS STAMPED GROVE NO 2 1942 AND PROJECTS ABOUT
 BY1651'6 INCHES.
 BY1651'
 BY1651'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 52 FEET NORTH
 BY1651'OF THE CENTERLINE OF THE GRADED DIRT ROAD, 9 FEET WEST OF THE
 BY1651'CENTERLINE OF A NARROW WOODS ROAD AND 5.7 FEET EAST OF A WHITE
 BY1651'REFERENCE POST.  IT IS STAMPED GROVE 1942 AND PROJECTS ABOUT
 BY1651'3 INCHES.
 BY1651'
 BY1651'TO REACH THE STATION FROM THE MAIN STREET AND COURT HOUSE IN
 BY1651'GROVETON, GO NORTHWEST ON STATE HIGHWAY 287 FOR 0.15 MILES TO
 BY1651'ROAD TO LEFT BY A GULF FILLING STATION.  TURN LEFT (SOUTHWEST)
 BY1651'AND GO 0.05 MILE.  TURN RIGHT AND GO 0.2 MILE.  TURN LEFT AND
 BY1651'GO 1.9 MILES TO THE TOP OF RIDGE AND THE STATION ON THE LEFT.
 BY1651'TO REACH AZIMUTH CONTINUE SOUTHWEST FOR 0.5 MILE TO MARK ON THE
 BY1651'RIGHT.
 BY1651'
 BY1651'A 77 FOOT SIGNAL AT CHITA IS VISIBLE AT 64 FEET.
 BY1651'
 BY1651'A 90 FOOT SIGNAL AT DALE IS VISIBLE AT 64 FEET.
 BY1651
 BY1651                          STATION RECOVERY (1944)
 BY1651
 BY1651'RECOVERY NOTE BY BROWN COUNTY TEXAS 1944 (CSS)
 BY1651'STATION RECOVERED.
 BY1651
 BY1651                          STATION RECOVERY (1948)
 BY1651
 BY1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BY1651'2.3 MI SW FROM GROVETON.
 BY1651'1 BLOCK SOUTH ALONG MAIN STREET FROM THE COURTHOUSE AT GROVETON,
 BY1651'THENCE 0.3 MILE WEST ALONG A DIRT STREET, THENCE 2.0 MILES SOUTHWEST
 BY1651'ALONG A GRADED DIRT ROAD, 38.0 FEET SOUTHEAST OF THE CENTER LINE OF
 BY1651'THE ROAD, 36.5 FEET SOUTHWEST OF A TRAIL LEADING SOUTHEAST, 27.3 FEET
 BY1651'NORTHWEST OF A FENCE, 2.3 FEET NORTH OF A REFERENCE POST, ON TOP OF A
 BY1651'HILL, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 BY1651'GROUND.
 BY1651
 BY1651                          STATION RECOVERY (1949)
 BY1651
 BY1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY1651'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND AZIMUTH MARK
 BY1651'WERE RECOVERED AND ARE IN GOOD CONDITION.  THE STATION WAS
 BY1651'RECOVERED AND IS IN FAIR CONDITION.  IT SHOWS THE APPEARANCE OF
 BY1651'HAVING BEEN HIT BY ROAD MACHINERY.
 BY1651'
 BY1651'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BY1651'
 BY1651'THE STATION IS LOCATED ON TOP OF A RIDGE ABOUT 2.3 MILES
 BY1651'SOUTHWEST OF GROVETON, 38 FEET SOUTHEAST OF THE CENTER OF A
 BY1651'GRADED ROAD, 36 FEET WEST OF THE CENTER OF A TRAIL ROAD, AND
 BY1651'2.5 FEET NORTH OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS
 BY1651'STAMPED, GROVE 1942.
 BY1651'
 BY1651'REFERENCE MARK NO. 1 IS 34 FEET NORTHWEST OF THE CENTER OF A
 BY1651'GRADED ROAD AND IS ABOUT 3.5 FEET ABOVE THE ELEVATION OF THE
 BY1651'STATION.  IT PROJECTS 5 INCHES AND IS STAMPED, GROVE NO 1 1942.
 BY1651'
 BY1651'REFERENCE MARK NO. 2 IS 34 FEET NORTHWEST OF THE CENTER OF A
 BY1651'GRADED ROAD AND IS ABOUT 2.0 FEET ABOVE THE ELEVATION OF THE
 BY1651'STATION.  IT PROJECTS 9 INCHES AND IS STAMPED, GROVE NO 2 1942.
 BY1651'
 BY1651'AZIMUTH MARK IS 53 FEET NORTHWEST OF THE CENTER OF A GRADED ROAD,
 BY1651'11.0 FEET SOUTHWEST OF THE CENTER OF A DIM TRACK ROAD, AND
 BY1651'5.5 FEET NORTHEAST OF A WITNESS POST.  IT PROJECTS 2 INCHES
 BY1651'AND IS STAMPED, GROVE 1942.
 BY1651'
 BY1651'TO REACH THE STATION FROM THE COURTHOUSE IN GROVETON, GO
 BY1651'NORTHWEST ON U.S. HIGHWAY NO. 287 FOR 0.15 MILE TO A ROAD LEFT,
 BY1651'AT A GULF FILLING STATION ON THE LEFT, TURN LEFT AND GO SOUTHWEST
 BY1651'FOR 0.05 MILE, TURN RIGHT AND GO 0.2 MILE, TURN LEFT AND GO
 BY1651'SOUTHWEST FOR 1.9 MILES TO THE TOP OF A GRADE AND THE STATION
 BY1651'ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE
 BY1651'SOUTHWEST ON GRADED ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 BY1651'
 BY1651'A 100 FOOT SIGNAL AT PENN 1942 IS VISIBLE AT 77 FEET.
 BY1651'
 BY1651'A 100 FOOT SIGNAL AT WESTVILLE IS VISIBLE AT 90 FEET.
 BY1651'
 BY1651'A 113 FOOT SIGNAL AT NOGALUS IS VISIBLE AT FEET.
 BY1651'
 BY1651'A 100 FOOT SIGNAL AT PINEY IS VISIBLE AT 64 FEET.
 BY1651'
 BY1651'A 100 FOOT SIGNAL AT WOODLAKE IS VISIBLE AT 90 FEET.
 BY1651'
 BY1651'A 74 FOOT SIGNAL AT COLITA IS VISIBLE AT 77 FEET.
 BY1651'
 BY1651'A 74 FOOT SIGNAL AT CHITA 1942 IS VISIBLE AT 64 FEET.
 BY1651
 BY1651                          STATION RECOVERY (1996)
 BY1651
 BY1651'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1433 ***********************************************************************
 CS1433  DESIGNATION -  GROVE
 CS1433  PID         -  CS1433
 CS1433  STATE/COUNTY-  TX/DALLAS
 CS1433  USGS QUAD   -  HUTCHINS (1973)
 CS1433
 CS1433                         *CURRENT SURVEY CONTROL
 CS1433  ___________________________________________________________________
 CS1433* NAD 83(1993)-  32 43 52.54185(N)    096 41 01.52001(W)     ADJUSTED  
 CS1433* NAVD 88     -       151.848  (meters)     498.19   (feet)  ADJUSTED  
 CS1433  ___________________________________________________________________
 CS1433  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 CS1433  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CS1433  DYNAMIC HT  -         151.677 (meters)     497.63  (feet)  COMP
 CS1433  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 CS1433
 CS1433  HORZ ORDER  -  FIRST
 CS1433  VERT ORDER  -  SECOND    CLASS 0
 CS1433
 CS1433.The horizontal coordinates were established by classical geodetic methods
 CS1433.and adjusted by the National Geodetic Survey in February 1996..
 CS1433
 CS1433.The orthometric height was determined by differential leveling
 CS1433.and adjusted by the National Geodetic Survey in June 1991..
 CS1433
 CS1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1433
 CS1433.The geoid height was determined by GEOID03.
 CS1433
 CS1433.The dynamic height is computed by dividing the NAVD 88
 CS1433.geopotential number by the normal gravity value computed on the
 CS1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1433.degrees latitude (g = 980.6199 gals.).
 CS1433
 CS1433.The modeled gravity was interpolated from observed gravity values.
 CS1433
 CS1433;                    North         East     Units Scale Factor Converg.
 CS1433;SPC TXNC     - 2,119,524.341   770,219.054   MT  0.99988816   +0 59 26.1
 CS1433;SPC TXNC     - 6,953,806.11  2,526,960.35   sFT  0.99988816   +0 59 26.1
 CS1433;UTM  14      - 3,623,868.215   717,052.220   MT  1.00018095   +1 15 10.4
 CS1433
 CS1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1433!SPC TXNC     -   0.99998026  x   0.99988816  =   0.99986842
 CS1433!UTM  14      -   0.99998026  x   1.00018095  =   1.00016121
 CS1433
 CS1433:                Primary Azimuth Mark                     Grid Az
 CS1433:SPC TXNC     -  BUCKNER ORPHANAGE NORTH TANK             000 27 32.5
 CS1433:UTM  14      -  BUCKNER ORPHANAGE NORTH TANK             000 11 48.2
 CS1433
 CS1433|---------------------------------------------------------------------|
 CS1433| PID    Reference Object                     Distance      Geod. Az  |
 CS1433|                                                           dddmmss.s |
 CS1433| CS2749 BUCKNER ORPHANAGE NORTH TANK        APPROX. 6.8 KM 0012658.6 |
 CS1433| CS2791 PLEASANT GROVE MUNICIPAL TANK       213.732 METERS 04615     |
 CS1433| CS1434 GROVE RM 1                           22.004 METERS 08224     |
 CS1433| CS1435 GROVE RM 2                           27.499 METERS 19347     |
 CS1433| CS2750 RADIO STA KSKY TRANSMITTER TWR      APPROX. 2.4 KM 3333706.6 |
 CS1433|---------------------------------------------------------------------|
 CS1433
 CS1433                          SUPERSEDED SURVEY CONTROL
 CS1433
 CS1433  NAD 83(1986)-  32 43 52.54858(N)    096 41 01.50192(W) AD(       ) 1
 CS1433  NAD 27      -  32 43 52.07900(N)    096 41 00.52200(W) AD(       ) 1
 CS1433  NGVD 29 (??/??/92)  151.860  (m)          498.23   (f) ADJ UNCH    2 0
 CS1433
 CS1433.Superseded values are not recommended for survey control.
 CS1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1433.See file dsdata.txt to determine how the superseded data were derived.
 CS1433
 CS1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1705223868(NAD 83)
 CS1433_MARKER: DS = TRIANGULATION STATION DISK
 CS1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1433_STAMPING: GROVE 1947
 CS1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1433+STABILITY: SURFACE MOTION
 CS1433
 CS1433  HISTORY     - Date     Condition        Report By
 CS1433  HISTORY     - 1947     MONUMENTED       CGS
 CS1433  HISTORY     - 1947     GOOD             CGS
 CS1433  HISTORY     - 1958     GOOD             CGS
 CS1433  HISTORY     - 1958     GOOD             NGS
 CS1433  HISTORY     - 1960     GOOD             CGS
 CS1433  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1433
 CS1433                          STATION DESCRIPTION
 CS1433
 CS1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1433'LOCATED ABOUT IN THE CENTER OF THE SMALL VILLAGE OF PLEASANT
 CS1433'GROVE.  IT IS 0.25 MILE SOUTH OF THE MAIN INTERSECTION IN THE
 CS1433'VILLAGE TO THE REAR OF LOT OWNED BY GRADY WALL AND ABOUT 75
 CS1433'YARDS WEST OF LOOP 12 (BUCKNER AVE.).  IT IS IN THE NORTHWEST
 CS1433'CORNER OF THE LOT 23 FEET EAST OF WEST FENCE LINE AND 10.5 FEET
 CS1433'SOUTH OF A WHITE WITNESS POST THAT IS NEAR THE NORTH FENCE
 CS1433'LINE.  THE MARK IS FLUSH WITH GROUND AND THE DISC IS STAMPED
 CS1433'GROVE 1947.
 CS1433'
 CS1433'REFERENCE MARK NO. 1 IS 72.19 FEET EAST OF STATION, 1.4 FEET
 CS1433'SOUTHWEST OF FENCE CORNER AND 20 FEET NORTH OF A GARAGE.  THE
 CS1433'MARK PROJECTS 3 INCHES AND THE DISC IS STAMPED GROVE NO 1 1947.
 CS1433'
 CS1433'REFERENCE MARK NO. 2 IS 90.22 FEET SOUTH OF STATION, NORTHEAST
 CS1433'OF THE SOUTHWEST CORNER OF THE LOT.  THE MARK PROJECTS 4 INCHES
 CS1433'AND THE DISC IS STAMPED GROVE NO 2 1947.
 CS1433'
 CS1433'STATION WAS REACHED FROM THE MAIN INTERSECTION IN PLEASANT GROVE
 CS1433'BY GOING SOUTH ON LOOP 12 (BUCKNER ROAD) TO MR GRADY WALLS RESIDENCE
 CS1433'AND THE STATION SITE TO THE REAR OF THE HOUSE.
 CS1433'
 CS1433'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 CS1433
 CS1433                          STATION RECOVERY (1947)
 CS1433
 CS1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS1433'IN PLEASANT GROVE.
 CS1433'ABOUT 0.25 MILE SOUTH ALONG BUCKNER BOULEVARD FROM THE STOP LIGHT AT
 CS1433'PLEASANT GROVE, 252 FEET WEST OF THE CENTER LINE OF BUCKNER BOULEVARD,
 CS1433'NEAR THE NORTHWEST CORNER OF THE PROPERTY BELONGING TO J.E. DAVIS, 24
 CS1433'FEET EAST OF THE WEST PROPERTY LINE, 12 FEET SOUTH OF THE NORTH
 CS1433'PROPERTY LINE, 11 FEET SOUTH OF A 4X4 MARKER POST.  A BRONZE
 CS1433'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS1433'PROJECTS 2 INCES ABOVE THE GROUND.
 CS1433
 CS1433                          STATION RECOVERY (1958)
 CS1433
 CS1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS1433'THIS STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 CS1433'CONDITION AS DESCRIBED.
 CS1433
 CS1433                          STATION RECOVERY (1958)
 CS1433
 CS1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1433'RECOVERED IN GOOD CONDITION.
 CS1433
 CS1433                          STATION RECOVERY (1960)
 CS1433
 CS1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS1433'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS1433'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CS1433'STATION SITE ARE CORRECT.
 CS1433
 CS1433                          STATION RECOVERY (2000)
 CS1433
 CS1433'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1330 ***********************************************************************
 BZ1330  DESIGNATION -  GROVE
 BZ1330  PID         -  BZ1330
 BZ1330  STATE/COUNTY-  TX/CORYELL
 BZ1330  USGS QUAD   -  LEON JUNCTION (1995)
 BZ1330
 BZ1330                         *CURRENT SURVEY CONTROL
 BZ1330  ___________________________________________________________________
 BZ1330* NAD 83(1993)-  31 18 17.38211(N)    097 34 50.74193(W)     ADJUSTED  
 BZ1330* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 BZ1330  ___________________________________________________________________
 BZ1330  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BZ1330  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BZ1330
 BZ1330  HORZ ORDER  -  SECOND
 BZ1330
 BZ1330.The horizontal coordinates were established by classical geodetic methods
 BZ1330.and adjusted by the National Geodetic Survey in February 1996..
 BZ1330
 BZ1330.The orthometric height was scaled from a topographic map.
 BZ1330
 BZ1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1330
 BZ1330.The geoid height was determined by GEOID03.
 BZ1330
 BZ1330;                    North         East     Units Scale Factor Converg.
 BZ1330;SPC TX C     - 3,184,841.220   961,988.322   MT  0.99989571   +1 25 03.9
 BZ1330;SPC TX C     -10,448,933.24  3,156,123.35   sFT  0.99989571   +1 25 03.9
 BZ1330;UTM  14      - 3,464,254.642   635,062.593   MT  0.99982500   +0 44 15.1
 BZ1330
 BZ1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1330!SPC TX C     -   0.99995875  x   0.99989571  =   0.99985447
 BZ1330!UTM  14      -   0.99995875  x   0.99982500  =   0.99978376
 BZ1330
 BZ1330|---------------------------------------------------------------------|
 BZ1330| PID    Reference Object                     Distance      Geod. Az  |
 BZ1330|                                                           dddmmss.s |
 BZ1330| CV4174 GROVE RM 2                           20.982 METERS 00705     |
 BZ1330| CV4173 GROVE RM 1                           22.683 METERS 11842     |
 BZ1330| CV4172 GROVE AZ MK                                        3303507.5 |
 BZ1330|---------------------------------------------------------------------|
 BZ1330
 BZ1330                          SUPERSEDED SURVEY CONTROL
 BZ1330
 BZ1330  NAD 83(1986)-  31 18 17.39012(N)    097 34 50.72640(W) AD(       ) 2
 BZ1330  NAD 27      -  31 18 16.77800(N)    097 34 49.66500(W) AD(       ) 2
 BZ1330
 BZ1330.Superseded values are not recommended for survey control.
 BZ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1330.See file dsdata.txt to determine how the superseded data were derived.
 BZ1330
 BZ1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV3506364255(NAD 83)
 BZ1330_MARKER: DS = TRIANGULATION STATION DISK
 BZ1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1330
 BZ1330  HISTORY     - Date     Condition        Report By
 BZ1330  HISTORY     - 1943     MONUMENTED       CGS
 BZ1330  HISTORY     - 1947     GOOD             USGS
 BZ1330  HISTORY     - 1952     GOOD             AMS
 BZ1330  HISTORY     - 1957     GOOD             AMS
 BZ1330  HISTORY     - 1965     GOOD             USGS
 BZ1330
 BZ1330                          STATION DESCRIPTION
 BZ1330
 BZ1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1330'STATION IS LOCATED ABOUT 13 MILES SE OF GATESVILLE, ABOUT
 BZ1330'15 MILES NE OF KILLEEN, AND ABOUT 3.5 MILES W OF GROVE ON
 BZ1330'TOP OF A BARE HILL OWNED BY MR. SMITH.  MARK IS 5 PACES N OF
 BZ1330'THE FENCE LINE, AND 20 PACES E OF THE EDGE OF THE CULTIVATED
 BZ1330'AREA.  MARK IS STAMPED GROVE 1943 AND PROJECTS ABOUT 3 INCHES.
 BZ1330'
 BZ1330'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BZ1330'DISKS SET IN CONCRETE.
 BZ1330'
 BZ1330'REFERENCE MARK NO. 1 IS SE OF THE STATION AND 1 FOOT N OF THE
 BZ1330'FENCE LINE.  MARK IS STAMPED GROVE NO. 1 1943 AND PROJECTS
 BZ1330'ABOUT 2 INCHES.
 BZ1330'
 BZ1330'REFERENCE MARK NO. 2 IS 21 PACES E OF THE E EDGE OF THE
 BZ1330'CULTIVATED FIELD AND 1 FOOT E OF A FENCE POST.  MARK IS
 BZ1330'STAMPED GROVE NO. 2 1943 AND PROJECTS ABOUT 2 INCHES.
 BZ1330'
 BZ1330'AZIMUTH MARK IS ABOUT 6 FEET N OF THE CENTER LINE OF THE
 BZ1330'ROAD, 2 FEET SW OF THE W GATE POST, AND IN A FENCE LINE IN
 BZ1330'FRONT OF AN OLD HOUSE.  MARK IS STAMPED GROVE 1943 AND PROJECTS
 BZ1330'ABOUT 3 INCHES.
 BZ1330'
 BZ1330'TO REACH THE STATION FROM THE RAILROAD STATION IN KILLEEN
 BZ1330'GO N ON THE OLD GATESVILLE ROAD FOR 3.1 MILES TO THE NEW
 BZ1330'HIGHWAY, CONTINUE ON THE NEW HIGHWAY FOR 7.0 MILES TO A CONCRETE
 BZ1330'DIP OVER A CREEK, CONTINUE STRAIGHT AHEAD FOR 2.25 MILES
 BZ1330'TO A DIM CROSS ROAD AT THE TOP OF A SMALL GRADE, TURN RIGHT
 BZ1330'AND GO 1.75 MILES TO A T-ROAD JUST AFTER CROSSING A SMALL
 BZ1330'BRANCH, TURN LEFT AND GO 2.7 MILES TO A SIDE ROAD RIGHT,
 BZ1330'TURN RIGHT AND GO 3.45 MILES TO THE TOWN OF FLAT AND SIDE ROAD
 BZ1330'RIGHT, TURN RIGHT AND GO 1.1 MILES TO A FORKS, TAKE LEFT FORK
 BZ1330'AND GO 1.2 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.1 MILES
 BZ1330'TO A SIDE ROAD LEFT, TURN LEFT AND GO 1.1 MILES TO A SIDE
 BZ1330'ROAD RIGHT, TURN RIGHT AND GO 0.3 MILE TO THE AZIMUTH MARK ON
 BZ1330'THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A GATE ON
 BZ1330'THE RIGHT, PASS THROUGH THE GATE AND TURN SHARP RIGHT AND
 BZ1330'FOLLOW THE FENCE FOR ABOUT 100 YARDS.  TURN LEFT AND CROSS
 BZ1330'THE CULTIVATED FIELD FOR ABOUT 0.15 MILE TO AN
 BZ1330'UNCULTIVATED PATCH ON THE HIGHEST PART OF THE HILL AND THE
 BZ1330'STATION.
 BZ1330'
 BZ1330'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BZ1330
 BZ1330                          STATION RECOVERY (1947)
 BZ1330
 BZ1330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 BZ1330'STATION RECOVERED IN GOOD CONDITION.  STATION MARK IS STAMPED
 BZ1330'GROVE 1943.
 BZ1330'
 BZ1330'REFERENCE MARK 1 WAS DESTROYED.
 BZ1330'
 BZ1330'136 FEET SW OF SW CORNER OF A NEW FRAME HOUSE AND 192 FEET S OF A
 BZ1330'WINDMILL.
 BZ1330
 BZ1330                          STATION RECOVERY (1952)
 BZ1330
 BZ1330'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BZ1330'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1330
 BZ1330                          STATION RECOVERY (1957)
 BZ1330
 BZ1330'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1330'THE STATION, R.M. NO. 1, R.M. NO. 2 AND THE AZIMUTH MARK
 BZ1330'WERE ALL RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BZ1330
 BZ1330                          STATION RECOVERY (1965)
 BZ1330
 BZ1330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ1330'STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BZ1330'
 BZ1330'NEW TO REACH--FROM THE JCT OF INTERSTATE HWY 35 AND STATE HWY 36,
 BZ1330'AT THE WEST EDGE OF TEMPLE, GO NW ON STATE HWY 36 FOR 17.7
 BZ1330'MILES TO THE JCT WITH FARM ROAD 1114 LEADING SOUTH TO THE
 BZ1330'GROVE.  CONTINUE NW ON HWY 36 FOR 4.0 MILES TO A T-ROAD NORTH.
 BZ1330'TURN RIGHT AND FOLLOW GRAVEL ROAD NORTH FOR 0.7 MILES TO A
 BZ1330'METAL GATE AND DRIVEWAY ON THE LEFT.  TURN LEFT AND FOLLOW
 BZ1330'DRIVEWAY FOR 0.1 MILES TO THE TOP OF THE HILL AND A GROUP
 BZ1330'OF RANCH BUILDINGS (MRS. LELA HAVENS, OWNER).  STATION LIES
 BZ1330'50 FEET SOUTH OF THE SOUTHERNMOST BUILDING IN THE GROUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1109 ***********************************************************************
 DN1109  DESIGNATION -  GROVE
 DN1109  PID         -  DN1109
 DN1109  STATE/COUNTY-  TX/HUNT
 DN1109  USGS QUAD   -  GREENVILLE SE (1962)
 DN1109
 DN1109                         *CURRENT SURVEY CONTROL
 DN1109  ___________________________________________________________________
 DN1109* NAD 83(1993)-  33 05 35.61610(N)    096 03 43.36906(W)     ADJUSTED  
 DN1109* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 DN1109  ___________________________________________________________________
 DN1109  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DN1109  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN1109
 DN1109  HORZ ORDER  -  SECOND
 DN1109
 DN1109.The horizontal coordinates were established by classical geodetic methods
 DN1109.and adjusted by the National Geodetic Survey in February 1996..
 DN1109
 DN1109.The orthometric height was scaled from a topographic map.
 DN1109
 DN1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1109
 DN1109.The geoid height was determined by GEOID03.
 DN1109
 DN1109;                    North         East     Units Scale Factor Converg.
 DN1109;SPC TXNC     - 2,160,831.323   827,545.283   MT  0.99987289   +1 19 46.7
 DN1109;SPC TXNC     - 7,089,327.43  2,715,038.15   sFT  0.99987289   +1 19 46.7
 DN1109;UTM  14      - 3,665,462.780   774,211.224   MT  1.00052720   +1 36 18.5
 DN1109;UTM  15      - 3,665,794.331   214,202.188   MT  1.00060723   -1 40 22.9
 DN1109
 DN1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1109!SPC TXNC     -   0.99997826  x   0.99987289  =   0.99985116
 DN1109!UTM  14      -   0.99997826  x   1.00052720  =   1.00050545
 DN1109!UTM  15      -   0.99997826  x   1.00060723  =   1.00058548
 DN1109
 DN1109:                Primary Azimuth Mark                     Grid Az
 DN1109:SPC TXNC     -  MAJORS FIELD BEACON                      191 38 31.7
 DN1109:UTM  14      -  MAJORS FIELD BEACON                      191 21 59.9
 DN1109:UTM  15      -  MAJORS FIELD BEACON                      194 38 41.3
 DN1109
 DN1109|---------------------------------------------------------------------|
 DN1109| PID    Reference Object                     Distance      Geod. Az  |
 DN1109|                                                           dddmmss.s |
 DN1109| DN1105 MAJORS FIELD BEACON                 APPROX. 3.4 KM 1925818.4 |
 DN1109| DN1107 MAJORS FIELD STANDPIPE              APPROX. 2.9 KM 2003158.2 |
 DN1109| CY2027 GROVE RM 1                           32.644 METERS 21026     |
 DN1109| DN0079 GROVE RM 3                           59.506 METERS 22629     |
 DN1109| DN0080 GROVE RM 4                           54.233 METERS 30321     |
 DN1109| DN0081 GROVE AZ MK                                        3093544.5 |
 DN1109| DN1101 GREENVILLE CEN CHRISTIAN CH         APPROX. 6.7 KM 3191725.5 |
 DN1109| CY2028 GROVE RM 2                           36.744 METERS 32503     |
 DN1109| DN1102 GREENVILLE RAD STA KGVL MAST        APPROX. 8.9 KM 3372150.5 |
 DN1109|---------------------------------------------------------------------|
 DN1109
 DN1109                          SUPERSEDED SURVEY CONTROL
 DN1109
 DN1109  NAD 83(1993)-  33 05 35.61879(N)    096 03 43.36579(W) AD(       ) 2
 DN1109  NAD 83(1986)-  33 05 35.62290(N)    096 03 43.35653(W) AD(       ) 2
 DN1109  NAD 27      -  33 05 35.20600(N)    096 03 42.45700(W) AD(       ) 2
 DN1109
 DN1109.Superseded values are not recommended for survey control.
 DN1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1109.See file dsdata.txt to determine how the superseded data were derived.
 DN1109
 DN1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7421165463(NAD 83)
 DN1109_MARKER: DS = TRIANGULATION STATION DISK
 DN1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1109
 DN1109  HISTORY     - Date     Condition        Report By
 DN1109  HISTORY     - 1949     MONUMENTED       CGS
 DN1109  HISTORY     - 1956     GOOD             CGS
 DN1109  HISTORY     - 1957     GOOD             CGS
 DN1109  HISTORY     - 1961     SEE DESCRIPTION  USGS
 DN1109  HISTORY     - 1969     SEE DESCRIPTION  CGS
 DN1109  HISTORY     - 1978     GOOD             NGS
 DN1109
 DN1109                          STATION DESCRIPTION
 DN1109
 DN1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 DN1109'LOCATED ABOUT 4 MILES SOUTHEAST OF THE COURT HOUSE SQUARE
 DN1109'IN GREENVILLE, AND JUST SOUTH OF U.S. HIGHWAY 67.  IT IS ABOUT
 DN1109'75 FEET SOUTH OF THE HIGHWAY AND IN THE FRONT PARKING OF A
 DN1109'LARGE BUILDING BEING USED FOR A CHICKEN HATCHERY.  63 FEET
 DN1109'NORTHWEST OF THE NORTH WEST CORNER OF THE BUILDING, 25 FEET
 DN1109'SOUTHWEST OF A LARGE OAK TREE AND IN THE SOUTHEAST CORNER
 DN1109'OF THE INTERSECTION OF THE HIGHWAY AND A DIRT ROAD TO THE
 DN1109'SOUTH OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 3 INCHES AND
 DN1109'THE DISC IS STAMPED, GROVE 1949.
 DN1109'
 DN1109'REFERENCE MARK NO. 1 IS 20 FEET WEST OF THE APPROXIMATE
 DN1109'CENTERLINE OF THE DIRT ROAD, AND 4 FEET EAST OF A TREE.
 DN1109'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS STAMPED,
 DN1109'GROVE NO 1 1949.
 DN1109'
 DN1109'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 DN1109'67, 36 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY
 DN1109'AND 49 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE NORTH-SOUTH
 DN1109'DIRT ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISC IS
 DN1109'STAMPED, GROVE NO 2 1949.
 DN1109'
 DN1109'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 67, 54
 DN1109'FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY,
 DN1109'NEAR A TELEPHONE POLE AND 33 FEET SOUTHEAST OF A FENCE CORNER,
 DN1109'18 FEET SOUTH OF THE BRICK CURB AT THE EDGE OF A POND AND
 DN1109'ABOUT 100 FEET WEST OF A HOUSE.  THE MARK PROJECTS ABOUT 7
 DN1109'INCHES AND THE DISC IS STAMPED, GROVE 1949.
 DN1109'
 DN1109'THE STATION WAS REACHED FROM THE SOUTHWEST CORNER OF THE COURT HOUSE
 DN1109'SQUARE IN GREENVILLE BY GOING SOUTH AND SOUTHEAST ON U.S.
 DN1109'HIGHWAY 67 FOR 4.15 MILES TO THE AZIMUTH MARK ON THE LEFT
 DN1109'AS DESCRIBED ABOVE.  THENCE CONTINUE ON HIGHWAY FOR 0.45
 DN1109'MILE TO THE STATION SITE ON THE RIGHT AS DESCRIBED ABOVE.
 DN1109'
 DN1109'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DN1109
 DN1109                          STATION RECOVERY (1956)
 DN1109
 DN1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 DN1109'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DN1109'DESCRIBED.  DUE TO NEW HIGHWAY CONSTRUCTION, THE REFERENCE
 DN1109'MARKS WERE REMOVED AND NEW REFERENCE MARKS WERE ESTABLISHED.
 DN1109'
 DN1109'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF THE COURTHOUSE
 DN1109'SQUARE IN GREENVILLE, ALONG THE SOUTHWEST SIDE OF HIGHWAY
 DN1109'NO. 69, AT A T ROAD TO THE SOUTHWEST AND A DANCE HALL IN THE
 DN1109'SOUTH POINT OF THE INTERSECTION.  THE STATION MARK IS A DISK IN
 DN1109'CONCRETE PROJECTING ABOUT 2 INCHES, ABOUT 20 YARDS NORTH OF
 DN1109'THE HAMMOCK DANCE HALL AND 2 FEET NORTHWEST OF A 4 X 4 POST.
 DN1109'
 DN1109'REFERENCE NO. 3 IS A STANDARD DISK STAMPED GROVE 1949 NO. 3
 DN1109'1956 IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, IN
 DN1109'THE EDGE OF THE BRUSH, AND THE WEST RIGHT-OF-WAY LINE OF A FLARE IN
 DN1109'THE INTERSECTION AND IS NEAR THE SOUTH END OF THE FLARE.
 DN1109'
 DN1109'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED GROVE 1949
 DN1109'NO. 4 1956 IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES,
 DN1109'IN THE EDGE OF THE BRUSH AND IN THE NORTH END OF THE RIGHT-OF-WAY
 DN1109'FLARE.
 DN1109'
 DN1109'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GROVE 1949 IN
 DN1109'A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES, 0.45 MILE
 DN1109'NORTHWEST OF THE STATION, ALONG THE NORTHEAST SIDE OF THE
 DN1109'HIGHWAY, 54 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DN1109'AT THE TOP OF A CUT-BANK AND NEAR THE NORTHWEST CORNER OF A
 DN1109'FARMYARD.  IT IS NEAR A TELEPHONE POLE AND IS 33 FEET SOUTHEAST
 DN1109'OF A FENCE CORNER.
 DN1109'
 DN1109'TO REACH THE STATION FROM THE COURT HOUSE SQUARE IN GREENVILLE,
 DN1109'GO SOUTH AND SOUTHEAST ON HIGHWAY NO. 69, 4.15 MILES TO THE
 DN1109'AZIMUTH MARK ON THE LEFT.  THEN CONTINUE ON THE HIGHWAY .45
 DN1109'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DN1109
 DN1109                          STATION RECOVERY (1957)
 DN1109
 DN1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1109'STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 DN1109'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTION CHANGES FOR
 DN1109'PROCEEDING TO STATION SITE ARE--FROM THE INTERSECTION OF BY-PASS
 DN1109'U.S. 67 AND U.S. 69, GO SOUTH 2.75 MILES TO A COUNTY ROAD
 DN1109'SOUTH AND A DANCE HALL ON THE RIGHT AND THE STATION AS DESCRIBED.
 DN1109
 DN1109                          STATION RECOVERY (1961)
 DN1109
 DN1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DN1109'STATION HAS BEEN DISTURBED.  THE TOP OF THE POST HAS BEEN BROKEN
 DN1109'OFF.
 DN1109
 DN1109                          STATION RECOVERY (1969)
 DN1109
 DN1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DN1109'STATION SURFACE MARK FOUND DESTROYED.  UNDERGROUND MARK,
 DN1109'REFERENCE MARKS NO. 3 AND 4 AND AZIMUTH MARK WERE RECOVERED
 DN1109'IN GOOD CONDITION.  A NEW SURFACE MARK WAS SET.  THE DANCE
 DN1109'HALL MENTIONED IN THE 1956 DESCRIPTION HAS BEEN TORN DOWN.
 DN1109'A NEW DESCRIPTION FOLLOWS--
 DN1109'
 DN1109'STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF U.S. HIGHWAY
 DN1109'69 ABOUT 4 MILES SOUTHEAST OF DOWN TOWN GREENVILLE.  STATION,
 DN1109'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 DN1109'AND STAMPED GROVE 1949 1969, IS 80 FEET NORTH OF A TRIPLE
 DN1109'TRUNK TREE, 74 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 DN1109'69, 72 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD
 DN1109'AND 1.5 FEET SOUTH OF A WITNESS POST.  THE MARK IS FLUSH
 DN1109'WITH THE GROUND.
 DN1109'
 DN1109'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 67, 69 AND I 30
 DN1109'AT THE EAST EDGE OF GREENVILLE, GO SOUTHEAST ON U.S. HIGHWAY
 DN1109'69 FOR 2.3 MILES TO AZIMUTH MARK ON LEFT (NORTHEAST) SIDE OF
 DN1109'HIGHWAY.  CONTINUE SOUTHEASTERLY ON U.S. HIGHWAY 69 FOR 0.5
 DN1109'MILE TO SIDE ROAD RIGHT AND STATION AS DESCRIBED.
 DN1109'
 DN1109'REFERENCE MARK NO. 3, A STANDARD DISK, SET IN THE TOP OF A
 DN1109'SQUARE CONCRETE POST AND STAMPED GROVE NO 3 1949 1956, IS
 DN1109'32 FEET SOUTHWEST OF A POWERLINE POLE AND 66 FEET WEST OF THE
 DN1109'CENTERLINE OF ROAD.  THE MARK PROJECTS 4 INCHES.
 DN1109'
 DN1109'REFERENCE MARK NO. 4, A STANDARD DISK, SET IN THE TOP OF A
 DN1109'SQUARE CONCRETE POST AND STAMPED GROVE NO 4 1949 1956, IS
 DN1109'124 FEET WEST OF THE CENTERLINE OF ROAD, 87 FEET SOUTHWEST
 DN1109'OF CENTERLINE OF U.S. HIGHWAY 69 AND 33 FEET SOUTH OF A POWERLINE
 DN1109'POLE.  THE MARK PROJECTS 3 INCHES.
 DN1109'
 DN1109'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 DN1109'CONCRETE POST AND STAMPED GROVE 1949, IS 55 FEET NORTH-NORTHWEST
 DN1109'OF THE CENTERLINE OF U.S. 69, 13 FEET SOUTHEAST OF FENCE CORNER,
 DN1109'3 FEET WEST OF A POWERLINE POLE AND 1 FOOT SOUTHEAST OF A
 DN1109'WITNESS POST.  THE MARK PROJECTS 2 INCHES.
 DN1109'
 DN1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. E OF
 DN1109'GREENVILLE
 DN1109
 DN1109                          STATION RECOVERY (1978)
 DN1109
 DN1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 DN1109'THE STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  REFERENCE
 DN1109'MARKS NO. 3 AND 4 WERE SEARCHED FOR BUT NOT RECOVERED.  THEY HAVE
 DN1109'PROBABLY BEEN DESTROYED BY EXTENSIVE GRADING IN THE AREA.
 DN1109'
 DN1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 DN1109'SE OF GREENVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1652 ***********************************************************************
 BY1652  DESIGNATION -  GROVE AZ MK
 BY1652  PID         -  BY1652
 BY1652  STATE/COUNTY-  TX/HOUSTON
 BY1652  USGS QUAD   -  GROVETON WEST (1963)
 BY1652
 BY1652                         *CURRENT SURVEY CONTROL
 BY1652  ___________________________________________________________________
 BY1652* NAD 83(1986)-  31 02 02.     (N)    095 09 43.     (W)     SCALED    
 BY1652* NAVD 88     -        93.91   (+/-2cm)     308.1    (feet)  VERTCON   
 BY1652  ___________________________________________________________________
 BY1652  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BY1652
 BY1652  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1652
 BY1652.The horizontal coordinates were scaled from a topographic map and have
 BY1652.an estimated accuracy of +/- 6 seconds.
 BY1652
 BY1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1652.The vertical order pertains to the NGVD 29 superseded value.
 BY1652
 BY1652.The geoid height was determined by GEOID03.
 BY1652
 BY1652;                    North         East    Units  Estimated Accuracy
 BY1652;SPC TX C     - 3,163,040.    1,193,480.      MT  (+/- 180 meters Scaled)
 BY1652
 BY1652                          SUPERSEDED SURVEY CONTROL
 BY1652
 BY1652  NGVD 29 (??/??/92)   93.922  (m)          308.14   (f) ADJ UNCH    2 0
 BY1652
 BY1652.Superseded values are not recommended for survey control.
 BY1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1652.See file dsdata.txt to determine how the superseded data were derived.
 BY1652
 BY1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ936353(NAD 83)
 BY1652_MARKER: DZ = AZIMUTH MARK DISK
 BY1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1652_STAMPING: GROVE 1942
 BY1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1652+STABILITY: SURFACE MOTION
 BY1652
 BY1652  HISTORY     - Date     Condition        Report By
 BY1652  HISTORY     - 1942     MONUMENTED       CGS
 BY1652  HISTORY     - 1948     GOOD             NGS
 BY1652
 BY1652                          STATION DESCRIPTION
 BY1652
 BY1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1652'2.8 MI SW FROM GROVETON.
 BY1652'1 BLOCK SOUTH ALONG MAIN STREET FROM THE COURTHOUSE AT GROVETON,
 BY1652'THENCE 0.3 MILE WEST ALONG A DIRT STREET, THENCE 2.5 MILES SOUTHWEST
 BY1652'ALONG A GRADED DIRT ROAD, 52.0 FEET NORTHWEST OF THE CENTER LINE OF
 BY1652'THE ROAD, 42.0 FEET EAST OF A 14-INCH PINE TREE, 11.0 FEET SOUTHWEST
 BY1652'OF THE CENTER LINE OF A TRAIL LEADING NORTHWEST, 5.8 FEET NORTHEAST OF
 BY1652'A REFERENCE POST, ON TOP OF A HILL, SET IN THE TOP OF A CONCRETE POST
 BY1652'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0081 ***********************************************************************
 DN0081  DESIGNATION -  GROVE AZ MK
 DN0081  PID         -  DN0081
 DN0081  STATE/COUNTY-  TX/HUNT
 DN0081  USGS QUAD   -  GREENVILLE SE (1962)
 DN0081
 DN0081                         *CURRENT SURVEY CONTROL
 DN0081  ___________________________________________________________________
 DN0081* NAD 83(1986)-  33 05 51.     (N)    096 04 03.     (W)     SCALED    
 DN0081* NAVD 88     -       164.374  (meters)     539.28   (feet)  ADJUSTED  
 DN0081  ___________________________________________________________________
 DN0081  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN0081  DYNAMIC HT  -         164.194 (meters)     538.69  (feet)  COMP
 DN0081  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 DN0081
 DN0081  VERT ORDER  -  FIRST     CLASS II
 DN0081
 DN0081.The horizontal coordinates were scaled from a topographic map and have
 DN0081.an estimated accuracy of +/- 6 seconds.
 DN0081
 DN0081.The orthometric height was determined by differential leveling
 DN0081.and adjusted by the National Geodetic Survey in June 1991..
 DN0081
 DN0081.The geoid height was determined by GEOID03.
 DN0081
 DN0081.The dynamic height is computed by dividing the NAVD 88
 DN0081.geopotential number by the normal gravity value computed on the
 DN0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0081.degrees latitude (g = 980.6199 gals.).
 DN0081
 DN0081.The modeled gravity was interpolated from observed gravity values.
 DN0081
 DN0081;                    North         East    Units  Estimated Accuracy
 DN0081;SPC TXNC     - 2,161,290.      827,030.      MT  (+/- 180 meters Scaled)
 DN0081
 DN0081                          SUPERSEDED SURVEY CONTROL
 DN0081
 DN0081  NGVD 29 (??/??/92)  164.364  (m)          539.25   (f) ADJ UNCH    1 2
 DN0081
 DN0081.Superseded values are not recommended for survey control.
 DN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0081.See file dsdata.txt to determine how the superseded data were derived.
 DN0081
 DN0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB736659(NAD 83)
 DN0081_MARKER: DZ = AZIMUTH MARK DISK
 DN0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0081_STAMPING: GROVE 1949
 DN0081_MARK LOGO: CGS   
 DN0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0081+STABILITY: SURFACE MOTION
 DN0081
 DN0081  HISTORY     - Date     Condition        Report By
 DN0081  HISTORY     - 1949     MONUMENTED       CGS
 DN0081  HISTORY     - 1959     GOOD             NGS
 DN0081  HISTORY     - 19940421 GOOD             USPSQD
 DN0081
 DN0081                          STATION DESCRIPTION
 DN0081
 DN0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0081'4.25 MI SE FROM GREENVILLE.
 DN0081'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0081'FROM THE STATION AT GREENVILLE, THENCE ABOUT 2.7 MILES SOUTHEAST ALONG
 DN0081'U. S. HIGHWAY 69, ON THE CREST OF A SMALL HILL, 55 FEET NORTHEAST OF
 DN0081'THE CENTER LINE OF THE HIGHWAY, 100 FEET WEST-NORTHWEST OF THE WEST
 DN0081'CORNER OF A SMALL HOUSE, 14 1/2 FEET SOUTHEAST OF A FENCE CORNER POST,
 DN0081'3 FEET WEST OF A POWER POLE, AND IN THE TOP OF A CONCRETE POST
 DN0081'PROJECTING 10 INCHES.
 DN0081
 DN0081                          STATION RECOVERY (1994)
 DN0081
 DN0081'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1434 ***********************************************************************
 CS1434  DESIGNATION -  GROVE RM 1
 CS1434  PID         -  CS1434
 CS1434  STATE/COUNTY-  TX/DALLAS
 CS1434  USGS QUAD   -  HUTCHINS (1973)
 CS1434
 CS1434                         *CURRENT SURVEY CONTROL
 CS1434  ___________________________________________________________________
 CS1434* NAD 83(1986)-  32 43 52.     (N)    096 41 01.     (W)     SCALED    
 CS1434* NAVD 88     -       151.846  (meters)     498.18   (feet)  ADJUSTED  
 CS1434  ___________________________________________________________________
 CS1434  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CS1434  DYNAMIC HT  -         151.674 (meters)     497.62  (feet)  COMP
 CS1434  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 CS1434
 CS1434  VERT ORDER  -  SECOND    CLASS 0
 CS1434
 CS1434.The horizontal coordinates were scaled from a topographic map and have
 CS1434.an estimated accuracy of +/- 6 seconds.
 CS1434
 CS1434.The orthometric height was determined by differential leveling
 CS1434.and adjusted by the National Geodetic Survey in June 1991..
 CS1434
 CS1434.The geoid height was determined by GEOID03.
 CS1434
 CS1434.The dynamic height is computed by dividing the NAVD 88
 CS1434.geopotential number by the normal gravity value computed on the
 CS1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1434.degrees latitude (g = 980.6199 gals.).
 CS1434
 CS1434.The modeled gravity was interpolated from observed gravity values.
 CS1434
 CS1434;                    North         East    Units  Estimated Accuracy
 CS1434;SPC TXNC     - 2,119,510.      770,230.      MT  (+/- 180 meters Scaled)
 CS1434
 CS1434                          SUPERSEDED SURVEY CONTROL
 CS1434
 CS1434  NGVD 29 (??/??/92)  151.858  (m)          498.22   (f) ADJ UNCH    2 0
 CS1434
 CS1434.Superseded values are not recommended for survey control.
 CS1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1434.See file dsdata.txt to determine how the superseded data were derived.
 CS1434
 CS1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB170238(NAD 83)
 CS1434_MARKER: DR = REFERENCE MARK DISK
 CS1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1434_STAMPING: GROVE NO 1 1947
 CS1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1434+STABILITY: SURFACE MOTION
 CS1434
 CS1434  HISTORY     - Date     Condition        Report By
 CS1434  HISTORY     - 1947     MONUMENTED       CGS
 CS1434  HISTORY     - 1958     GOOD             NGS
 CS1434  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1434
 CS1434                          STATION DESCRIPTION
 CS1434
 CS1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1434'IN PLEASANT GROVE.
 CS1434'ABOUT 0.25 MILE SOUTH ALONG BUCKNER BOULEVARD FROM THE STOP LIGHT AT
 CS1434'PLEASANT GROVE, 183 FEET WEST OF THE CENTER LINE OF BUCKNER BOULEVARD,
 CS1434'18 FEET NORTH OF THE NORTHWEST CORNER OF A PRIVATE GARAGE, ALONG THE
 CS1434'NORTH LINE OF THE PROPERTY BELONGING TO J.E. DAVIS.  A BRONZE
 CS1434'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CS1434'INCHES ABOVE THE GROUND.
 CS1434
 CS1434                          STATION RECOVERY (1958)
 CS1434
 CS1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1434'RECOVERED IN GOOD CONDITION.
 CS1434
 CS1434                          STATION RECOVERY (2000)
 CS1434
 CS1434'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1650 ***********************************************************************
 BY1650  DESIGNATION -  GROVE RM 2
 BY1650  PID         -  BY1650
 BY1650  STATE/COUNTY-  TX/HOUSTON
 BY1650  USGS QUAD   -  GROVETON WEST (1963)
 BY1650
 BY1650                         *CURRENT SURVEY CONTROL
 BY1650  ___________________________________________________________________
 BY1650* NAD 83(1986)-  31 02 16.     (N)    095 09 17.     (W)     SCALED    
 BY1650* NAVD 88     -       102.88   (+/-2cm)     337.5    (feet)  VERTCON   
 BY1650  ___________________________________________________________________
 BY1650  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1650
 BY1650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1650
 BY1650.The horizontal coordinates were scaled from a topographic map and have
 BY1650.an estimated accuracy of +/- 6 seconds.
 BY1650
 BY1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1650.The vertical order pertains to the NGVD 29 superseded value.
 BY1650
 BY1650.The geoid height was determined by GEOID03.
 BY1650
 BY1650;                    North         East    Units  Estimated Accuracy
 BY1650;SPC TX C     - 3,163,500.    1,194,150.      MT  (+/- 180 meters Scaled)
 BY1650
 BY1650                          SUPERSEDED SURVEY CONTROL
 BY1650
 BY1650  NGVD 29 (??/??/92)  102.886  (m)          337.55   (f) ADJ UNCH    2 0
 BY1650
 BY1650.Superseded values are not recommended for survey control.
 BY1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1650.See file dsdata.txt to determine how the superseded data were derived.
 BY1650
 BY1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ943357(NAD 83)
 BY1650_MARKER: DR = REFERENCE MARK DISK
 BY1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1650_STAMPING: GROVE NO 2 1942
 BY1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1650+STABILITY: SURFACE MOTION
 BY1650
 BY1650  HISTORY     - Date     Condition        Report By
 BY1650  HISTORY     - 1942     MONUMENTED       CGS
 BY1650  HISTORY     - 1948     GOOD             NGS
 BY1650
 BY1650                          STATION DESCRIPTION
 BY1650
 BY1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1650'2.3 MI SW FROM GROVETON.
 BY1650'1 BLOCK SOUTH ALONG MAIN STREET FROM THE COURTHOUSE AT GROVETON,
 BY1650'THENCE 0.3 MILE WEST ALONG A DIRT STREET, THENCE 2.0 MILES SOUTHWEST
 BY1650'ALONG A GRADED DIRT ROAD, 73.1 FEET NORTHWEST OF TRIANGULATION STATION
 BY1650'GROVE, 38.0 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A TRAIL
 BY1650'LEADING SOUTHEAST, 34.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 BY1650'ON TOP OF A HILL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BY1650'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1435 ***********************************************************************
 CS1435  DESIGNATION -  GROVE RM 2
 CS1435  PID         -  CS1435
 CS1435  STATE/COUNTY-  TX/DALLAS
 CS1435  USGS QUAD   -  HUTCHINS (1973)
 CS1435
 CS1435                         *CURRENT SURVEY CONTROL
 CS1435  ___________________________________________________________________
 CS1435* NAD 83(1986)-  32 43 52.     (N)    096 41 01.     (W)     SCALED    
 CS1435* NAVD 88     -       152.131  (meters)     499.12   (feet)  ADJUSTED  
 CS1435  ___________________________________________________________________
 CS1435  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CS1435  DYNAMIC HT  -         151.959 (meters)     498.55  (feet)  COMP
 CS1435  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 CS1435
 CS1435  VERT ORDER  -  SECOND    CLASS 0
 CS1435
 CS1435.The horizontal coordinates were scaled from a topographic map and have
 CS1435.an estimated accuracy of +/- 6 seconds.
 CS1435
 CS1435.The orthometric height was determined by differential leveling
 CS1435.and adjusted by the National Geodetic Survey in June 1991..
 CS1435
 CS1435.The geoid height was determined by GEOID03.
 CS1435
 CS1435.The dynamic height is computed by dividing the NAVD 88
 CS1435.geopotential number by the normal gravity value computed on the
 CS1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1435.degrees latitude (g = 980.6199 gals.).
 CS1435
 CS1435.The modeled gravity was interpolated from observed gravity values.
 CS1435
 CS1435;                    North         East    Units  Estimated Accuracy
 CS1435;SPC TXNC     - 2,119,510.      770,230.      MT  (+/- 180 meters Scaled)
 CS1435
 CS1435                          SUPERSEDED SURVEY CONTROL
 CS1435
 CS1435  NGVD 29 (??/??/92)  152.143  (m)          499.16   (f) ADJ UNCH    2 0
 CS1435
 CS1435.Superseded values are not recommended for survey control.
 CS1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1435.See file dsdata.txt to determine how the superseded data were derived.
 CS1435
 CS1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB170238(NAD 83)
 CS1435_MARKER: DR = REFERENCE MARK DISK
 CS1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1435_STAMPING: GROVE NO 2 1947
 CS1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1435+STABILITY: SURFACE MOTION
 CS1435
 CS1435  HISTORY     - Date     Condition        Report By
 CS1435  HISTORY     - 1947     MONUMENTED       CGS
 CS1435  HISTORY     - 1958     GOOD             NGS
 CS1435  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1435
 CS1435                          STATION DESCRIPTION
 CS1435
 CS1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1435'IN PLEASANT GROVE.
 CS1435'ABOUT 0.25 MILE SOUTH ALONG BUCKNER BOULEVARD FROM THE STOP LIGHT AT
 CS1435'PLEASANT GROVE, 315 FEET WEST OF THE CENTER LINE OF BUCKNER BOULEVARD,
 CS1435'2 FEET EAST OF A FENCE CORNER, AT THE SOUTHWEST CORNER OF THE PROPERTY
 CS1435'BELONGING TO J.E. DAVIS.  A BRONZE REFERENCE MARK DISK SET IN THE TOP
 CS1435'OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS1435
 CS1435                          STATION RECOVERY (1958)
 CS1435
 CS1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1435'RECOVERED IN GOOD CONDITION.
 CS1435
 CS1435                          STATION RECOVERY (2000)
 CS1435
 CS1435'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0079 ***********************************************************************
 DN0079  DESIGNATION -  GROVE RM 3
 DN0079  PID         -  DN0079
 DN0079  STATE/COUNTY-  TX/HUNT
 DN0079  USGS QUAD   -  GREENVILLE SE (1962)
 DN0079
 DN0079                         *CURRENT SURVEY CONTROL
 DN0079  ___________________________________________________________________
 DN0079* NAD 83(1986)-  33 05 35.     (N)    096 03 43.     (W)     SCALED    
 DN0079* NAVD 88     -       163.998  (meters)     538.05   (feet)  ADJUSTED  
 DN0079  ___________________________________________________________________
 DN0079  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN0079  DYNAMIC HT  -         163.819 (meters)     537.46  (feet)  COMP
 DN0079  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 DN0079
 DN0079  VERT ORDER  -  FIRST     CLASS II
 DN0079
 DN0079.The horizontal coordinates were scaled from a topographic map and have
 DN0079.an estimated accuracy of +/- 6 seconds.
 DN0079
 DN0079.The orthometric height was determined by differential leveling
 DN0079.and adjusted by the National Geodetic Survey in June 1991..
 DN0079
 DN0079.The geoid height was determined by GEOID03.
 DN0079
 DN0079.The dynamic height is computed by dividing the NAVD 88
 DN0079.geopotential number by the normal gravity value computed on the
 DN0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0079.degrees latitude (g = 980.6199 gals.).
 DN0079
 DN0079.The modeled gravity was interpolated from observed gravity values.
 DN0079
 DN0079;                    North         East    Units  Estimated Accuracy
 DN0079;SPC TXNC     - 2,160,810.      827,560.      MT  (+/- 180 meters Scaled)
 DN0079
 DN0079                          SUPERSEDED SURVEY CONTROL
 DN0079
 DN0079  NGVD 29 (??/??/92)  163.990  (m)          538.02   (f) ADJ UNCH    1 2
 DN0079
 DN0079.Superseded values are not recommended for survey control.
 DN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0079.See file dsdata.txt to determine how the superseded data were derived.
 DN0079
 DN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB742654(NAD 83)
 DN0079_MARKER: DR = REFERENCE MARK DISK
 DN0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0079_STAMPING: GROVE NO 3 1949 1956
 DN0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0079+STABILITY: SURFACE MOTION
 DN0079
 DN0079  HISTORY     - Date     Condition        Report By
 DN0079  HISTORY     - 1956     MONUMENTED       CGS
 DN0079  HISTORY     - 1959     GOOD             NGS
 DN0079  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0079
 DN0079                          STATION DESCRIPTION
 DN0079
 DN0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0079'4.7 MI SE FROM GREENVILLE.
 DN0079'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0079'FROM THE STATION AT GREENVILLE, THENCE ABOUT 3.2 MILES SOUTHEAST ALONG
 DN0079'U. S. HIGHWAY 69, AT THE JUNCTION OF A DIRT ROAD LEADING
 DN0079'SOUTH-SOUTHEAST, 252 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DN0079'62 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, IN THE
 DN0079'NORTH EDGE OF A SMALL THICKET, 234 FEET SOUTH-SOUTHEAST OF GROVE R.M.
 DN0079'4, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DN0079
 DN0079                          STATION RECOVERY (1994)
 DN0079
 DN0079'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0080 ***********************************************************************
 DN0080  DESIGNATION -  GROVE RM 4
 DN0080  PID         -  DN0080
 DN0080  STATE/COUNTY-  TX/HUNT
 DN0080  USGS QUAD   -  GREENVILLE SE (1962)
 DN0080
 DN0080                         *CURRENT SURVEY CONTROL
 DN0080  ___________________________________________________________________
 DN0080* NAD 83(1986)-  33 05 35.     (N)    096 03 43.     (W)     SCALED    
 DN0080* NAVD 88     -       163.832  (meters)     537.51   (feet)  ADJUSTED  
 DN0080  ___________________________________________________________________
 DN0080  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN0080  DYNAMIC HT  -         163.653 (meters)     536.92  (feet)  COMP
 DN0080  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 DN0080
 DN0080  VERT ORDER  -  FIRST     CLASS II
 DN0080
 DN0080.The horizontal coordinates were scaled from a topographic map and have
 DN0080.an estimated accuracy of +/- 6 seconds.
 DN0080
 DN0080.The orthometric height was determined by differential leveling
 DN0080.and adjusted by the National Geodetic Survey in June 1991..
 DN0080
 DN0080.The geoid height was determined by GEOID03.
 DN0080
 DN0080.The dynamic height is computed by dividing the NAVD 88
 DN0080.geopotential number by the normal gravity value computed on the
 DN0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0080.degrees latitude (g = 980.6199 gals.).
 DN0080
 DN0080.The modeled gravity was interpolated from observed gravity values.
 DN0080
 DN0080;                    North         East    Units  Estimated Accuracy
 DN0080;SPC TXNC     - 2,160,810.      827,560.      MT  (+/- 180 meters Scaled)
 DN0080
 DN0080                          SUPERSEDED SURVEY CONTROL
 DN0080
 DN0080  NGVD 29 (??/??/92)  163.824  (m)          537.48   (f) ADJ UNCH    1 2
 DN0080
 DN0080.Superseded values are not recommended for survey control.
 DN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0080.See file dsdata.txt to determine how the superseded data were derived.
 DN0080
 DN0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB742654(NAD 83)
 DN0080_MARKER: DR = REFERENCE MARK DISK
 DN0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0080_STAMPING: GROVE NO 4 1949 1956
 DN0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0080+STABILITY: SURFACE MOTION
 DN0080
 DN0080  HISTORY     - Date     Condition        Report By
 DN0080  HISTORY     - 1956     MONUMENTED       CGS
 DN0080  HISTORY     - 1959     GOOD             NGS
 DN0080  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0080
 DN0080                          STATION DESCRIPTION
 DN0080
 DN0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0080'4.7 MI SE FROM GREENVILLE.
 DN0080'ABOUT 1.5 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 DN0080'FROM THE STATION AT GREENVILLE, THENCE ABOUT 3.2 MILES SOUTHEAST ALONG
 DN0080'U. S. HIGHWAY 69, AT THE JUNCTION OF A DIRT ROAD LEADING
 DN0080'SOUTH-SOUTHEAST, 86 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DN0080'129 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 91 FEET WEST
 DN0080'OF THE NORTHWEST END OF A CONCRETE HEAD WALL, 34 FEET SOUTH OF A
 DN0080'CONCRETE HIGHWAY MARKER, 234 FEET NORTH-NORTHWEST OF GROVE R.M. NO. 3,
 DN0080'IN THE EAST EDGE OF A THICKET, AND IN THE TOP OF A CONCRETE POST
 DN0080'PROJECTING 5 INCHES.
 DN0080
 DN0080                          STATION RECOVERY (1994)
 DN0080
 DN0080'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1646 ***********************************************************************
 BY1646  DESIGNATION -  GROVETON MAGNETIC
 BY1646  PID         -  BY1646
 BY1646  STATE/COUNTY-  TX/TRINITY
 BY1646  USGS QUAD   -  GROVETON WEST (1963)
 BY1646
 BY1646                         *CURRENT SURVEY CONTROL
 BY1646  ___________________________________________________________________
 BY1646* NAD 83(1986)-  31 03 20.     (N)    095 07 34.     (W)     SCALED    
 BY1646* NAVD 88     -       101.91   (+/-2cm)     334.3    (feet)  VERTCON   
 BY1646  ___________________________________________________________________
 BY1646  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1646
 BY1646  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1646
 BY1646.The horizontal coordinates were scaled from a topographic map and have
 BY1646.an estimated accuracy of +/- 6 seconds.
 BY1646
 BY1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1646.The vertical order pertains to the NGVD 29 superseded value.
 BY1646
 BY1646.The geoid height was determined by GEOID03.
 BY1646
 BY1646;                    North         East    Units  Estimated Accuracy
 BY1646;SPC TX C     - 3,165,600.    1,196,780.      MT  (+/- 180 meters Scaled)
 BY1646
 BY1646                          SUPERSEDED SURVEY CONTROL
 BY1646
 BY1646  NGVD 29 (??/??/92)  101.924  (m)          334.40   (f) ADJ UNCH    2 0
 BY1646
 BY1646.Superseded values are not recommended for survey control.
 BY1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1646.See file dsdata.txt to determine how the superseded data were derived.
 BY1646
 BY1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ971377(NAD 83)
 BY1646_MARKER: DM = MAGNETIC STATION DISK
 BY1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1646+STABILITY: SURFACE MOTION
 BY1646
 BY1646  HISTORY     - Date     Condition        Report By
 BY1646  HISTORY     - UNK      MONUMENTED       CGS
 BY1646  HISTORY     - 1947     GOOD             NGS
 BY1646  HISTORY     - 1987     GOOD             USPSQD
 BY1646  HISTORY     - 19960601 GOOD             USPSQD
 BY1646
 BY1646                          STATION DESCRIPTION
 BY1646
 BY1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1646'IN GROVETON.
 BY1646'AT GROVETON, 94.5 FEET WEST OF THE WEST CORNER OF THE COURTHOUSE, 36.8
 BY1646'FEET NORTHEAST OF THE NORTHEAST CURB OF U. S. HIGHWAY 287, 29.0 FEET
 BY1646'SOUTH OF THE SOUTH CORNER OF THE COUNTY JAIL, 24.5 FEET SOUTHEAST OF
 BY1646'THE SOUTHEAST EDGE OF A CONCRETE SIDEWALK LEADING TO THE SOUTHWEST
 BY1646'ENTRANCE OF THE COUNTY JAIL, 21.3 FEET NORTH OF A 10 INCH ELM TREE,
 BY1646'8.7 FEET SOUTHEAST OF A 15 INCH ELM TREE, SET IN THE TOP OF A CONCRETE
 BY1646'POST AND 1.0 FOOT UNDERGROUND.
 BY1646
 BY1646                          STATION RECOVERY (1987)
 BY1646
 BY1646'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BY1646'RECOVERED IN GOOD CONDITION.
 BY1646
 BY1646                          STATION RECOVERY (1996)
 BY1646
 BY1646'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2752 ***********************************************************************
 BY2752  DESIGNATION -  GROVETON MUNICIPAL TANK
 BY2752  PID         -  BY2752
 BY2752  STATE/COUNTY-  TX/TRINITY
 BY2752  USGS QUAD   -  GROVETON WEST (1963)
 BY2752
 BY2752                         *CURRENT SURVEY CONTROL
 BY2752  ___________________________________________________________________
 BY2752* NAD 83(1993)-  31 03 20.60661(N)    095 07 47.83929(W)     ADJUSTED  
 BY2752* NAVD 88     -                                                        
 BY2752  ___________________________________________________________________
 BY2752  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BY2752  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY2752
 BY2752  HORZ ORDER  -  THIRD
 BY2752
 BY2752.The horizontal coordinates were established by classical geodetic methods
 BY2752.and adjusted by the National Geodetic Survey in February 1996..
 BY2752
 BY2752
 BY2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2752
 BY2752.The geoid height was determined by GEOID03.
 BY2752
 BY2752;                    North         East     Units Scale Factor Converg.
 BY2752;SPC TX C     - 3,165,596.191 1,196,415.988   MT  0.99988219   +2 40 48.2
 BY2752;SPC TX C     -10,385,793.50  3,925,241.45   sFT  0.99988219   +2 40 48.2
 BY2752;UTM  15      - 3,437,726.972   296,757.828   MT  1.00010955   -1 05 57.0
 BY2752
 BY2752                          SUPERSEDED SURVEY CONTROL
 BY2752
 BY2752  NAD 83(1986)-  31 03 20.61742(N)    095 07 47.82544(W) AD(       ) 4
 BY2752  NAD 27      -  31 03 19.96700(N)    095 07 47.04300(W) AD(       ) 3
 BY2752
 BY2752.Superseded values are not recommended for survey control.
 BY2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2752.See file dsdata.txt to determine how the superseded data were derived.
 BY2752
 BY2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ9675837727(NAD 83)
 BY2752_MARKER: 53 = ELEVATED TANK
 BY2752
 BY2752  HISTORY     - Date     Condition        Report By
 BY2752  HISTORY     - 1942     FIRST OBSERVED   CGS
 BY2752  HISTORY     - 1944     GOOD             BGCO
 BY2752  HISTORY     - 1949     GOOD             CGS
 BY2752  HISTORY     - 19960601 GOOD             USPSQD
 BY2752
 BY2752                          STATION DESCRIPTION
 BY2752
 BY2752'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2752'THE STATION LOCATED IS IN THE SOUTHWEST PART OF GROVETON,
 BY2752'ABOUT 75 YARDS SOUTH OF TEXAS HIGHWAY NUMBER 94, 80 YARDS
 BY2752'SOUTHEAST OF A CITIES SERVICE SERVICE STATION, AND ABOUT 100
 BY2752'YARDS SOUTHWEST OF A MOBILGAS SERVICE STATION.
 BY2752'
 BY2752'TANK AND SUPPORTING TOWER ARE OF STEEL CONSTRUCTION, PAINTED
 BY2752'ALUMINUM.  IT IS 75 FEET HIGH AND WAS BUILT ABOUT 1928.  THE
 BY2752'POINT LOCATED WAS AN 8 INCH BALL CENTERED AT THE TOP OF THE
 BY2752'TANK.
 BY2752
 BY2752                          STATION RECOVERY (1944)
 BY2752
 BY2752'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1944 (CSS)
 BY2752'STATION RECOVERED.
 BY2752
 BY2752                          STATION RECOVERY (1949)
 BY2752
 BY2752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2752'THE STATION IS LOCATED 2-1/2 BLOCKS WEST OF THE CENTER OF THE
 BY2752'BUSINESS DISTRICT OF GROVETON AND ONE BLOCK SOUTH OF U.S.
 BY2752'HIGHWAY NO. 287.
 BY2752'
 BY2752'THE TANK PROPER IS CONSTRUCTED OF STEEL AND HAS A CONICAL
 BY2752'ROOF WITH A BALL AT ITS APEX.  IT IS SUPPORTED BY A FOUR
 BY2752'LEGGED STEEL TRUSSWORK AND HAS AN OVERALL HEIGHT OF ABOUT 115
 BY2752'FEET.
 BY2752'
 BY2752'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 BY2752
 BY2752                          STATION RECOVERY (1996)
 BY2752
 BY2752'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0923 ***********************************************************************
 FM0923  DESIGNATION -  GRUHLKEY
 FM0923  PID         -  FM0923
 FM0923  STATE/COUNTY-  TX/OLDHAM
 FM0923  USGS QUAD   -  SIGNAL SPRING SE (1966)
 FM0923
 FM0923                         *CURRENT SURVEY CONTROL
 FM0923  ___________________________________________________________________
 FM0923* NAD 83(1993)-  35 16 04.20149(N)    102 47 43.08542(W)     ADJUSTED  
 FM0923* NAVD 88     -      1298.6    (meters)    4260.     (feet)  VERTCON   
 FM0923  ___________________________________________________________________
 FM0923  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 FM0923  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 FM0923
 FM0923  HORZ ORDER  -  FIRST
 FM0923
 FM0923.The horizontal coordinates were established by classical geodetic methods
 FM0923.and adjusted by the National Geodetic Survey in February 1996..
 FM0923
 FM0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0923
 FM0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0923
 FM0923.The geoid height was determined by GEOID03.
 FM0923
 FM0923;                    North         East     Units Scale Factor Converg.
 FM0923;SPC TX N     - 1,141,421.108    82,154.360   MT  0.99991429   -0 45 02.4
 FM0923;SPC TX N     - 3,744,812.42    269,534.76   sFT  0.99991429   -0 45 02.4
 FM0923;UTM  13      - 3,904,973.916   700,541.275   MT  1.00009565   +1 16 24.3
 FM0923
 FM0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0923!SPC TX N     -   0.99980001  x   0.99991429  =   0.99971432
 FM0923!UTM  13      -   0.99980001  x   1.00009565  =   0.99989564
 FM0923
 FM0923|---------------------------------------------------------------------|
 FM0923| PID    Reference Object                     Distance      Geod. Az  |
 FM0923|                                                           dddmmss.s |
 FM0923| CJ6543 GRUHLKEY RM 1                        23.589 METERS 11253     |
 FM0923| FM0918 AIRWAY BEACON 91                    APPROX.14.4 KM 1134652.8 |
 FM0923| CJ6542 GRUHLKEY AZ MK                                     1512155.4 |
 FM0923| CJ6544 GRUHLKEY RM 2                        32.461 METERS 21239     |
 FM0923|---------------------------------------------------------------------|
 FM0923
 FM0923                          SUPERSEDED SURVEY CONTROL
 FM0923
 FM0923  NAD 83(1993)-  35 16 04.20785(N)    102 47 43.07979(W) AD(       ) 1
 FM0923  NAD 83(1993)-  35 16 04.20850(N)    102 47 43.07963(W) AD(       ) 1
 FM0923  NAD 83(1986)-  35 16 04.20876(N)    102 47 43.07780(W) AD(       ) 1
 FM0923  NAD 27      -  35 16 04.00500(N)    102 47 41.30400(W) AD(       ) 1
 FM0923  NGVD 29 (07/28/98) 1298.0    (m)         4259.     (f) VERT ANG       
 FM0923
 FM0923.Superseded values are not recommended for survey control.
 FM0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0923.See file dsdata.txt to determine how the superseded data were derived.
 FM0923
 FM0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV0054104974(NAD 83)
 FM0923_MARKER: DS = TRIANGULATION STATION DISK
 FM0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0923
 FM0923  HISTORY     - Date     Condition        Report By
 FM0923  HISTORY     - 1934     MONUMENTED       CGS
 FM0923  HISTORY     - 1966     GOOD             USAF
 FM0923  HISTORY     - 1966     GOOD             USGS
 FM0923
 FM0923                          STATION DESCRIPTION
 FM0923
 FM0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0923'STATION IS LOCATED ON THE LAND OF THE MATADOR LAND AND
 FM0923'CATTLE COMPANY ON THE NW END OF ONE OF SEVERAL HIGH MESAS, ABOUT
 FM0923'1-1/4 MILES N OF U.S. HIGHWAY 66 AND ABOUT 3-1/2 MILES W OF
 FM0923'GRUHLKEY RAILROAD SIDING.  THE MESA DROPS OFF SHARPLY IN ALL
 FM0923'DIRECTIONS.  THE STATION MARK IS 130 FEET W OF THE E EDGE
 FM0923'OF THE MESA, 130 FEET S OF THE N EDGE OF THE MESA, AND 120 FEET
 FM0923'E OF THE W EDGE.  THE MARK PROJECTS 6 INCHES.
 FM0923'
 FM0923'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 FM0923'STANDARD BRONZE DISKS SET IN CONCRETE.
 FM0923'
 FM0923'REFERENCE MARK NO. 1 IS ESE OF THE STATION AND PROJECTS 10
 FM0923'INCHES.
 FM0923'
 FM0923'REFERENCE MARK NO. 2 IS SSW OF THE STATION AND PROJECTS 10
 FM0923'INCHES.
 FM0923'
 FM0923'AZIMUTH MARK IS ABOUT 1/2 MILE SE OF THE STATION.  IT IS
 FM0923'APPROXIMATELY IN THE CENTER OF THE MESA AND PROJECTS 4 INCHES.
 FM0923'
 FM0923'STATION IS REACHED FROM THE RAILROAD CROSSING IN ADRIAN BY
 FM0923'GOING W ON U.S. HIGHWAY 66, 7.0 MILES.  CROSS THE RAILROAD
 FM0923'TRACKS, TURN RIGHT AND PASS THROUGH THE GATE.  TURN N, GO ABOUT
 FM0923'50 YARDS AND PASS THROUGH ANOTHER GATE.  GO N ON A TRAIL
 FM0923'ALONG THE W SIDE OF THE FENCE 0.3 MILE.  TURN TO THE NW AND
 FM0923'DRIVE UP THE SLOPE OF THE MESA 0.5 MILE TO THE TOP.  DRIVE
 FM0923'ALONG THE TOP OF THE TABLE LAND 0.5 MILE TO THE EXTREME NW END
 FM0923'OF THE MESA AND THE STATION.
 FM0923'
 FM0923'A 35-FOOT TOWER WAS ERECTED.
 FM0923
 FM0923                          STATION RECOVERY (1966)
 FM0923
 FM0923'RECOVERY NOTE BY US AIR FORCE 1966 (DEA)
 FM0923'NEW TO REACH FOLLOWS--
 FM0923'
 FM0923'TO REACH THE STATION FROM THE RAILROAD STATION IN ADRIAN,
 FM0923'GO 7.4 MILES WEST ON U.S. 66 TO A WIRE GATE ON THE RIGHT, ON
 FM0923'THE NORTH SIDE OF THE NEW ROAD UNDER CONSTRUCTION AT THIS
 FM0923'TIME, TURN RIGHT THROUGH THE GATE AND FOLLOW THE DIM ROAD
 FM0923'IN THE PASTURE TO GRADED ROAD N-NE OF THE GATE.  CONTINUE
 FM0923'N-NW ON THE GRADED ROAD FOR 0.9 MILE TO THE EAST EDGE OF THE
 FM0923'LARGE MESA, PROCEED 1.0 MILE NORTHWEST ACROSS THE PASTURE OVER
 FM0923'THE TABLE LAND TO THE STATION.
 FM0923'
 FM0923'THE AZIMUTH MARK WAS RECOVERED AND IS FLAGGED.  IT IS ABOUT
 FM0923'0.35 MILE SOUTHEAST OF STATION.
 FM0923
 FM0923                          STATION RECOVERY (1966)
 FM0923
 FM0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0923'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35102-3, STATION 1007.
 FM0923'RECOVERED BY USGS IN 1966.
 FM0923'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST PROJECTING
 FM0923'0.3 FT., STAMPED---GRUHLKEY 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0913 ***********************************************************************
 FM0913  DESIGNATION -  GRUHLKEY SIDING GRAIN ELEV
 FM0913  PID         -  FM0913
 FM0913  STATE/COUNTY-  TX/OLDHAM
 FM0913  USGS QUAD   -  ADRIAN (1966)
 FM0913
 FM0913                         *CURRENT SURVEY CONTROL
 FM0913  ___________________________________________________________________
 FM0913* NAD 83(1993)-  35 15 59.47669(N)    102 44 23.89992(W)     ADJUSTED  
 FM0913* NAVD 88     -      1268.     (meters)    4160.     (feet)  VERTCON   
 FM0913  ___________________________________________________________________
 FM0913  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 FM0913  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 FM0913
 FM0913  HORZ ORDER  -  THIRD
 FM0913
 FM0913.The horizontal coordinates were established by classical geodetic methods
 FM0913.and adjusted by the National Geodetic Survey in February 1996..
 FM0913
 FM0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0913
 FM0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0913
 FM0913.The geoid height was determined by GEOID03.
 FM0913
 FM0913;                    North         East     Units Scale Factor Converg.
 FM0913;SPC TX N     - 1,141,210.978    87,186.086   MT  0.99991435   -0 43 07.0
 FM0913;SPC TX N     - 3,744,123.02    286,043.02   sFT  0.99991435   -0 43 07.0
 FM0913;UTM  13      - 3,904,941.625   705,578.260   MT  1.00012086   +1 18 19.3
 FM0913
 FM0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0913!SPC TX N     -   0.99980488  x   0.99991435  =   0.99971925
 FM0913!UTM  13      -   0.99980488  x   1.00012086  =   0.99992572
 FM0913
 FM0913                          SUPERSEDED SURVEY CONTROL
 FM0913
 FM0913  NAD 83(1993)-  35 15 59.48234(N)    102 44 23.89253(W) AD(       ) 4
 FM0913  NAD 83(1993)-  35 15 59.48354(N)    102 44 23.89424(W) AD(       ) 4
 FM0913  NAD 83(1986)-  35 15 59.48390(N)    102 44 23.89225(W) AD(       ) 4
 FM0913  NAD 27      -  35 15 59.29000(N)    102 44 22.11000(W) AD(       ) 3
 FM0913  NGVD 29 (07/19/86) 1267.     (m)         4157.     (f) VERT ANG       
 FM0913
 FM0913.Superseded values are not recommended for survey control.
 FM0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0913.See file dsdata.txt to determine how the superseded data were derived.
 FM0913
 FM0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV0557804942(NAD 83)
 FM0913_MARKER: 65 = GRAIN ELEVATOR
 FM0913
 FM0913  HISTORY     - Date     Condition        Report By
 FM0913  HISTORY     - 1953     FIRST OBSERVED   CGS
 FM0913
 FM0913                          STATION DESCRIPTION
 FM0913
 FM0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FM0913'THE STATION ADRIAN LOCATED BETWEEN THE ROCK ISLAND RAILROAD AND
 FM0913'U.S. HIGHWAY 66.  IT IS ABOUT 3-1/2 MILES AIRLINE WEST OF ADRIAN
 FM0913'AND AT THE EAST END OF GRUHLKEY SIDING ON THE ROCK ISLAND
 FM0913'RAILROAD.
 FM0913'
 FM0913'THE GRUHLKEY SIDING GRAIN ELEVATOR IS A METAL COVERED BUILDING
 FM0913'THAT IS 35 FEET SQUARE AT THE BASE AND 30 FEET TALL.  THERE IS
 FM0913'A SMALL ENGINE ROOM BUILT ON THE SOUTH SIDE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1511 ***********************************************************************
 AH1511  DESIGNATION -  GRULLO
 AH1511  PID         -  AH1511
 AH1511  STATE/COUNTY-  TX/KLEBERG
 AH1511  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH1511
 AH1511                         *CURRENT SURVEY CONTROL
 AH1511  ___________________________________________________________________
 AH1511* NAD 83(1993)-  27 22 55.30220(N)    097 41 39.55240(W)     ADJUSTED  
 AH1511* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1511  ___________________________________________________________________
 AH1511  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AH1511  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 AH1511
 AH1511  HORZ ORDER  -  SECOND
 AH1511
 AH1511.The horizontal coordinates were established by classical geodetic methods
 AH1511.and adjusted by the National Geodetic Survey in February 1996..
 AH1511
 AH1511.The orthometric height was scaled from a topographic map.
 AH1511
 AH1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1511
 AH1511.The geoid height was determined by GEOID03.
 AH1511
 AH1511;                    North         East     Units Scale Factor Converg.
 AH1511;SPC TX S     - 5,190,303.387   379,688.492   MT  0.99991681   +0 21 56.8
 AH1511;SPC TX S     -17,028,520.36  1,245,694.66   sFT  0.99991681   +0 21 56.8
 AH1511;UTM  14      - 3,029,426.217   629,109.136   MT  0.99980576   +0 36 02.1
 AH1511
 AH1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1511!SPC TX S     -   1.00000326  x   0.99991681  =   0.99992007
 AH1511!UTM  14      -   1.00000326  x   0.99980576  =   0.99980902
 AH1511
 AH1511:                Primary Azimuth Mark                     Grid Az
 AH1511:SPC TX S     -  GRULLO AZ MK                             024 25 48.8
 AH1511:UTM  14      -  GRULLO AZ MK                             024 11 43.5
 AH1511
 AH1511|---------------------------------------------------------------------|
 AH1511| PID    Reference Object                     Distance      Geod. Az  |
 AH1511|                                                           dddmmss.s |
 AH1511| CV3259 GRULLO AZ MK                                       0244745.6 |
 AH1511| CV3260 GRULLO RM 1                           6.047 METERS 03613     |
 AH1511| CV3261 GRULLO RM 2                           6.385 METERS 14111     |
 AH1511|---------------------------------------------------------------------|
 AH1511
 AH1511                          SUPERSEDED SURVEY CONTROL
 AH1511
 AH1511  NAD 83(1986)-  27 22 55.31825(N)    097 41 39.52812(W) AD(       ) 2
 AH1511  NAD 27      -  27 22 54.18000(N)    097 41 38.55200(W) AD(       ) 2
 AH1511
 AH1511.Superseded values are not recommended for survey control.
 AH1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1511.See file dsdata.txt to determine how the superseded data were derived.
 AH1511
 AH1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2910929426(NAD 83)
 AH1511_MARKER: DS = TRIANGULATION STATION DISK
 AH1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1511
 AH1511  HISTORY     - Date     Condition        Report By
 AH1511  HISTORY     - 1949     MONUMENTED       CGS
 AH1511  HISTORY     - 1949     GOOD             CGS
 AH1511  HISTORY     - 1967     GOOD             CGS
 AH1511  HISTORY     - 1968     GOOD             CGS
 AH1511
 AH1511                          STATION DESCRIPTION
 AH1511
 AH1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1511'THE STATION IS LOCATED ON THE KING RANCH, ABOUT 10 MILES
 AH1511'NORTHEAST OF RIVIERA, ABOUT 10 MILES EAST OF RICARDO, ON
 AH1511'THE EAST BLUFF OF GRULLE BAYOU, ABOUT 100 YARDS FROM THE
 AH1511'SHORE LINE, 15 FEET SOUTHEAST OF THE TRACK ROAD, AND 6 FEET
 AH1511'SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS STAMPED GRULLO 1949
 AH1511'AND PROJECTS 3 INCHES.
 AH1511'
 AH1511'REFERENCE MARK NO. 1 IS STAMPED GRULLO NO 1 1949 AND PROJECTS
 AH1511'5 INCHES.
 AH1511'
 AH1511'REFERENCE MARK NO. 2 IS STAMPED GRULLO NO 2 1949 AND PROJECTS
 AH1511'4 INCHES.
 AH1511'
 AH1511'THE AZIMUTH MARK IS LOCATED AT THE TOP OF A RISE, 16 FEET
 AH1511'WEST OF THE CENTER OF THE TRACK ROAD AND 4 FEET NORTHEAST
 AH1511'OF A WITNESS POST.  IT IS STAMPED GRULLO 1949 AND PROJECTS
 AH1511'4 INCHES ABOVE THE SURFACE OF THE GROUND.
 AH1511'
 AH1511'TO REACH THE STATION FROM THE WEST GATE OF THE KING RANCH,
 AH1511'THIS GATE IS GUARDED AND IS ABOUT 4 MILES EAST OF KINGSVILLE,
 AH1511'PASS THROUGH GATE AND GO EASTERLY FOR 0.5 MILE TO A FORK,
 AH1511'TAKE RIGHT FORK AND GO 3.1 MILES TO A FORK, TAKE LEFT FORK
 AH1511'(STRAIGHT AHEAD) AND FOLLOW GRADED ROAD (PASSING THROUGH
 AH1511'3 GATES) FOR 4.0 MILES TO A RANCH HOUSE AND BARN ON THE LEFT,
 AH1511'LEAVE THE MAIN ROAD AT GATE IN THE SOUTHEAST CORNER OF FENCE
 AH1511'ENCLOSURE AROUND BUILDINGS, ANGLE RIGHT ON TRACK ROAD AND
 AH1511'GO 0.8 MILE TO A GATE, PASS THROUGH GATE AND CONTINUE
 AH1511'SOUTHEASTERY ON TRACK ROAD FOR 1.15 MILES TO A GATE AT WINDMILL
 AH1511'AND WATER TROUGHS, PASS THROUGH GATE 50 YARDS SOUTHEAST OF
 AH1511'THE EAST TROUGH AND GO ABOUT 50 YARDS TO A FORK, TAKE
 AH1511'LEFT FORK AND CONTINUE EAST-SOUTHEAST ON TRACK ROAD FOR
 AH1511'2.9 MILES TO A GATE AND WINDMILL ON THE RIGHT, CONTINUE
 AH1511'EASTERLY ON TRACK ROAD FOR 0.15 MILE TO A DIM TRACK ROD ON THE
 AH1511'RIGHT, TURN RIGHT ON DIM ROAD AND CONTINUE ALONG THE WEST
 AH1511'SIDE OF THE BAYOU FOR 1.4 MILES TO THE TOP OF A RISE AND THE
 AH1511'AZIMUTH MARK ON THE RIGHT.  THENCE CONTINUE TOWARDS THE
 AH1511'GRULLO BAY FOR 0.45 MILE TO THE HIGHEST POINT OF BLUFF AND
 AH1511'THE STATION ON THE LEFT AS DESCRIBED.
 AH1511'
 AH1511'AN 87 FOOT SIGNAL AT PORTALES IS VISIBLE AT 4 FEET.
 AH1511'
 AH1511'A 74 FOOT SIGNAL AT KLEBERG 2 IS VISIBLE AT 4 FEET.
 AH1511'
 AH1511'A 74 FOOT SIGNAL AT ROBBINS ECCENTRIC 1931 IS VISIBLE AT 4 FEET.
 AH1511'
 AH1511'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 AH1511
 AH1511                          STATION RECOVERY (1949)
 AH1511
 AH1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1511'STATION RECOVERED IN GOOD CONDITION.  THE 1949 DESCRIPTION
 AH1511'BY R.L.E. IS COMPLETE AND ADEQUATE.
 AH1511
 AH1511                          STATION RECOVERY (1967)
 AH1511
 AH1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH1511'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AH1511'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE DISTANCE TO
 AH1511'R.M. 1 WAS FOUND IN ERROR.  AS MEASURED WITH A STEEL TAPE,
 AH1511'THE DISTANCE FROM THE STATION MARK TO R.M. 1 IS 19.93 FEET.
 AH1511'6.073 METERS.
 AH1511'
 AH1511'THE ROADS HAVE CHANGED SIGNIFICANTLY.  A NEW TO REACH FOLLOWS--
 AH1511'FROM THE JUNCTION OF U.S. HIGHWAY 77 AND TEXAS HIGHWAY 70
 AH1511'IN BISHOP TEXAS, TAKE TEXAS HIGHWAY 70 EAST FOR 17.9 MILES
 AH1511'TO ROAD JUNCTION.  TURN RIGHT AND GO SOUTH FOR 17.9 MILES
 AH1511'TO ROAD JUNCTION.  TURN RIGHT AND GO SOUTH 1.7 MILES TO GUARDED
 AH1511'GATE AT THE ENTRANCE TO KING RANCH.  CONTINUE ON RANCH ROAD
 AH1511'1.5 MILES TO FORK.  BEAR SHARP RIGHT AND GO 3.1 MILES TO
 AH1511'ROAD ON LEFT.  TURN LEFT AND GO 5.3 MILES TO ROAD ON RIGHT.
 AH1511'TURN RIGHT AND GO 1.1 MILES TO A T INTERSECTION.  GO LEFT
 AH1511'0.4 MILES TO A T INTERSECTION.  GO RIGHT 0.5 MILES TO A BUMP
 AH1511'GATE.  CONTINUE AHEAD 4.5 MILES TO A FORK.  MAKE A HARD
 AH1511'LEFT AND GO 0.4 MILES TO ROAD ON RIGHT.  TURN RIGHT AND GO
 AH1511'6.0 MILES ON WINDING ROAD TO STATION ON LEFT.
 AH1511
 AH1511                          STATION RECOVERY (1968)
 AH1511
 AH1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH1511'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 AH1511'WERE RECOVERED IN APPARENT GOOD CONDITION.  THE AZIMUTH MARK
 AH1511'WAS NOT RECOVERED AFTER A SHORT SEARCH.  IT QUITE POSSIBLY
 AH1511'IS COVERED.  THE DISTANCE TO THE REFERENCE MARKS IS SHOWN
 AH1511'ABOVE.  A NEW WITNESS POST WAS SET.
 AH1511'
 AH1511'IMPROVEMENTS IN THE RANCH ROADS AND ERRORS IN THE 1967 RECOVERY
 AH1511'NOTE NECESSITATE A NEW DESCRIPTION--
 AH1511'
 AH1511'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF RIVIERA
 AH1511'AND 10 MILES EAST OF RICARDO AT THE HEAD OF THE NORTH ARM
 AH1511'OF BAFFIN BAY WHICH IS PRESENTLY CALLED CAYO DEL GRULLO,
 AH1511'ON A SMALL BLUFF ABOUT 100 YARDS NORTH OF THE STORM HIGH
 AH1511'WATER LINE.  THE PROPERTY OF THE KING RANCH, LAURELES DIVISION.
 AH1511'
 AH1511'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 BYPASS
 AH1511'AND FARM ROAD 2045 ABOUT 2 MILES EAST-NORTHEAST OF KINGSVILLE,
 AH1511'GO EAST ON FM. RD. 2045 FOR 2.5 MILES TO A GUARDED GATE (THE
 AH1511'WEST ENTRANCE TO THE KING RANCH, LAURELES DIVISION), CONTINUE
 AH1511'EASTERLY FOR 0.4 MILE, TAKE THE RIGHT FORK, GO SOUTHEASTERLY
 AH1511'FOR 4.6 MILES ON THE PAVED ROAD TO A BUMP GATE, CONTINUE
 AH1511'ON FOR 2.8 MILES TO A SECOND BUMP GATE NORTH OF TELEPHONE
 AH1511'WELL, GO THROUGH THE GATE AND 0.4 MILE TO AN INTERSECTION
 AH1511'BEAR LEFT AND GO 0.8 MILES TO A FORK TAKE THE RIGHT FORK
 AH1511'FOR 0.4 MILE, TURN RIGHT OFF THE PAVED ROAD ONTO AN IMPROVED
 AH1511'ROAD LEADING TO THE VISNAGA FIELD AND GO 2.9 MILES TO A
 AH1511'BUMP GATE, CONTINUE FOR 3.1 MILES TO THE MIDDLE OF THE
 AH1511'FINIAL ROAD CURVE TO THE WEST AND THE STATION AS
 AH1511'DESCRIBED.
 AH1511'
 AH1511'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED GRULLO,
 AH1511'1949 SET IN A 12 INCH DIAMETER CONCRETE MONUMENT WHICH PROJECTS
 AH1511'3 INCHES.  IT IS 85 FEET SOUTHEAST OF THE ROAD CENTERLINE
 AH1511'AT THE MIDDLE OF THE ROAD CURVE, ABOUT 8 FEET SOUTHEASTERLY
 AH1511'OF THE EXTENDED CENTERLINE OF THE SHORT STRAIGHT SECTION
 AH1511'OF ROAD BEFORE THE FINAL CURVE, AND 3 FEET SOUTH OF A 4 IN
 AH1511'X 4 IN WOODEN WITNESS POST.
 AH1511'
 AH1511'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GRULLO NO. 1,
 AH1511'1949 SET IN A 12 INCH DIAMETER CONCRETE MONUMENT WHICH PROJECTS
 AH1511'4 INCHES.  IT IS 71 FEET SOUTHEAST OF THE ROAD CENTERLINE
 AH1511'AT THE MIDDLE OF THE ROAD CURVE.
 AH1511'
 AH1511'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GRULLO NO. 2,
 AH1511'1949 SET IN A 12 INCH DIAMETER CONCRETE MONUMENT WHICH PROJECTS
 AH1511'3 INCHES.
 AH1511'
 AH1511'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 AH1511'NE OF RIVIERA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0786 ***********************************************************************
 GK0786  DESIGNATION -  GRUVER
 GK0786  PID         -  GK0786
 GK0786  STATE/COUNTY-  TX/HANSFORD
 GK0786  USGS QUAD   -  GRUVER (1973)
 GK0786
 GK0786                         *CURRENT SURVEY CONTROL
 GK0786  ___________________________________________________________________
 GK0786* NAD 83(1993)-  36 16 09.27395(N)    101 24 24.38071(W)     ADJUSTED  
 GK0786* NAVD 88     -       968.996  (meters)    3179.11   (feet)  ADJUSTED  
 GK0786  ___________________________________________________________________
 GK0786  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 GK0786  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GK0786  DYNAMIC HT  -         967.950 (meters)    3175.68  (feet)  COMP
 GK0786  MODELED GRAV-     979,519.9   (mgal)                       NAVD 88
 GK0786
 GK0786  HORZ ORDER  -  SECOND
 GK0786  VERT ORDER  -  SECOND    CLASS 0
 GK0786
 GK0786.The horizontal coordinates were established by classical geodetic methods
 GK0786.and adjusted by the National Geodetic Survey in February 1996..
 GK0786
 GK0786.The orthometric height was determined by differential leveling
 GK0786.and adjusted by the National Geodetic Survey in June 1991..
 GK0786
 GK0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0786
 GK0786.The geoid height was determined by GEOID03.
 GK0786
 GK0786.The dynamic height is computed by dividing the NAVD 88
 GK0786.geopotential number by the normal gravity value computed on the
 GK0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0786.degrees latitude (g = 980.6199 gals.).
 GK0786
 GK0786.The modeled gravity was interpolated from observed gravity values.
 GK0786
 GK0786;                    North         East     Units Scale Factor Converg.
 GK0786;SPC TX N     - 1,251,757.704   208,377.253   MT  1.00002117   +0 03 14.5
 GK0786;SPC TX N     - 4,106,808.40    683,651.04   sFT  1.00002117   +0 03 14.5
 GK0786;UTM  14      - 4,016,499.237   283,803.809   MT  1.00017593   -1 25 27.7
 GK0786
 GK0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0786!SPC TX N     -   0.99985216  x   1.00002117  =   0.99987333
 GK0786!UTM  14      -   0.99985216  x   1.00017593  =   1.00002806
 GK0786
 GK0786|---------------------------------------------------------------------|
 GK0786| PID    Reference Object                     Distance      Geod. Az  |
 GK0786|                                                           dddmmss.s |
 GK0786| GK0883 GRUVER ELEV INC GRAIN ELEV          320.285 METERS 00201     |
 GK0786| CM8224 GRUVER RM 3                          34.610 METERS 00822     |
 GK0786| GK0784 GRUVER RM 1                          24.782 METERS 08604     |
 GK0786| CM8225 GRUVER RM 4                          35.098 METERS 09952     |
 GK0786| GK0881 GRUVER METHODIST CHURCH SPIRE       APPROX. 0.8 KM 1432715.9 |
 GK0786| GK0785 GRUVER RM 2                          15.253 METERS 17750     |
 GK0786| CM8223 GRUVER AZ MK                                       1812010.1 |
 GK0786| GK0882 GRUVER MUNICIPAL TANK               471.594 METERS 1843707.5 |
 GK0786|---------------------------------------------------------------------|
 GK0786
 GK0786                          SUPERSEDED SURVEY CONTROL
 GK0786
 GK0786  NAD 83(1993)-  36 16 09.27191(N)    101 24 24.38408(W) AD(       ) 2
 GK0786  NAD 83(1986)-  36 16 09.28338(N)    101 24 24.36701(W) AD(       ) 2
 GK0786  NAD 27      -  36 16 09.17000(N)    101 24 22.78800(W) AD(       ) 2
 GK0786  NGVD 29 (??/??/92)  968.542  (m)         3177.62   (f) ADJ UNCH    2 0
 GK0786
 GK0786.Superseded values are not recommended for survey control.
 GK0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0786.See file dsdata.txt to determine how the superseded data were derived.
 GK0786
 GK0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8380416499(NAD 83)
 GK0786_MARKER: DS = TRIANGULATION STATION DISK
 GK0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0786_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0786
 GK0786  HISTORY     - Date     Condition        Report By
 GK0786  HISTORY     - 1952     MONUMENTED       CGS
 GK0786  HISTORY     - 1952     GOOD             CGS
 GK0786  HISTORY     - 1966     GOOD             CGS
 GK0786  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GK0786
 GK0786                          STATION DESCRIPTION
 GK0786
 GK0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0786'THE STATION IS LOCATED ON THE SOUTH SIDE OF FARM ROAD 289
 GK0786'IN THE NORTHWEST PART OF THE TOWN OF GRUVER, AND IS ABOUT 0.4
 GK0786'MILE NORTH-NORTHWEST OF THE CENTER OF TOWN.
 GK0786'
 GK0786'TO REACH THE STATION FROM THE POST OFFICE IN GRUVER GO WEST
 GK0786'FOR ABOUT 50 YARDS TO AN INTERSECTION.  TURN RIGHT, NORTH,
 GK0786'AND GO 0.4 MILE TO A STOP SIGN.  TURN LEFT ONTO FARM ROAD 289
 GK0786'AND GO 0.1 MILE TO A SIDE ROAD ON THE LEFT AND THE STATION.
 GK0786'
 GK0786'THE STATION MARK IS A STANDARD DISK STAMPED GRUVER 1952 SET
 GK0786'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH
 GK0786'WITH THE SURFACE OF THE GROUND.  IT IS 3 FEET SOUTHEAST
 GK0786'OF A WHITE WITNESS POST, 62 FEET SOUTH OF FARM ROAD 289, 45
 GK0786'FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, AND ABOUT
 GK0786'80 YARDS EAST OF A RAILROAD CROSSING.
 GK0786'
 GK0786'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GRUVER NO 1
 GK0786'1952 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 GK0786'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 43 FEET EAST OF
 GK0786'THE CENTERLINE OF A NORTH-SOUTH ROAD AND THE SAME ELEVATION
 GK0786'AS THE STATION.
 GK0786'
 GK0786'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GRUVER NO 2 1952
 GK0786'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 GK0786'2 INCHES ABOVE THE GROUND.  IT IS 2 FEET WEST OF A TRIANGLE
 GK0786'BLAZED TELEPHONE POLE, 33 FEET WEST OF THE CENTERLINE OF A
 GK0786'NORTH-SOUTH ROAD, AND THE SAME ELEVATION AS THE STATION.
 GK0786'
 GK0786'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRUVER 1952 SET
 GK0786'IN A DRILL HOLE IN THE TOP AND NORTH SIDE OF A CONCRETE
 GK0786'DRIVEWAY AT THE WEST END OF A MACHINE SHOP.  IT IS 6 INCHES
 GK0786'SOUTH OF THE NORTH EDGE OF THE DRIVEWAY, 2 FEET WEST OF A
 GK0786'DOORWAY TO THE BUILDING, 40 FEET NORTHEAST OF TELEPHONE POLE
 GK0786'705, AND ABOUT 115 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 GK0786'MUNICIPAL WATER TANK.  TO REACH THE AZIMUTH MARK FROM THE
 GK0786'STATION GO SOUTH ON A GRAVELED ROAD FOR 0.3 MILE TO A CROSS
 GK0786'ROAD.  TURN LEFT, EAST, AND GO ABOUT 50 YARDS TO A CONCRETE
 GK0786'DRIVEWAY AND THE AZIMUTH MARK ON THE LEFT.
 GK0786'
 GK0786'THE SUBSTITUTE STATION IS THE INTERSECTION OF THE CENTERLINES
 GK0786'OF FARM ROAD 289 AND A GRAVELED NORTH-SOUTH ROAD THAT RUNS
 GK0786'SOUTH FROM THE INTERSECTION.  IT IS THE SAME ELEVATION AS THE
 GK0786'STATION.
 GK0786
 GK0786                          STATION RECOVERY (1952)
 GK0786
 GK0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 GK0786'0.35 MILE NORTH ALONG A GRADED DIRT STREET FROM THE WATER TOWER
 GK0786'AT GRUVER, 62 FEET SOUTH OF THE CENTER LINE OF FARM ROAD 289,
 GK0786'43 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH STREET.
 GK0786'158 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TEXAS HIGHWAY
 GK0786'DEPARTMENT BUILDING.  3 FEET SOUTHEAST OF A WITNESS POST.
 GK0786'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 GK0786'WHICH IS FLUSH WITH THE GROUND, STAMPED GRUVER 1952.
 GK0786'
 GK0786'GRUVER R.M. 1 IS 81.4 FEET EAST OF TRIANGULATION STATION
 GK0786'GRUVER 1952, 52 FEET SOUTH OF THE CENTER LINE OF THE FARM
 GK0786'ROAD.  38 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 GK0786'STREET.  A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 GK0786'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED GRUVER
 GK0786'NO 1 1952.
 GK0786'
 GK0786'GRUVER R.M. 2 IS 49.9 FEET SOUTH OF TRIANGULATION STATION
 GK0786'GRUVER 1952, 32 FEET WEST OF THE CENTER LINE OF A NORTH AND
 GK0786'SOUTH STREET.  1.7 FEET WEST OF A POWER POLE.  A REFERENCE
 GK0786'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GK0786'0.2 FOOT ABOVE THE GROUND, STAMPED GRUVER NO 2 1952.
 GK0786
 GK0786                          STATION RECOVERY (1966)
 GK0786
 GK0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 GK0786'THE STATION MARK RECOVERED IN GOOD CONDITION, IT IS 4 INCHES
 GK0786'BELOW SURFACE, IN A LOT USED BY TAYLOR EVANS FOR FERTILIZER
 GK0786'WAGON PARKING LOT.  THE AZIMUTH FOUND AS DESCRIBED BUT IS
 GK0786'NO LONGER VISIBLE DUE TO HOUSES BLOCKING VIEW TO STATION.
 GK0786'REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED AND LYING NEAR
 GK0786'BY, THE DISKS WERE SALVAGED AND RE-STAMPED AND USED FOR
 GK0786'REFERENCE MARKS 3 AND 4.  TWO NEW REFERENCE MARKS WERE SET
 GK0786'AT THIS TIME AND OBSERVATIONS TAKEN, USEING THE GRUVER
 GK0786'MUNICIPAL WATER TANK AS THE INITIAL.  A COMPLETE NEW
 GK0786'DESCRIPTION FOLLOWS.
 GK0786'
 GK0786'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY
 GK0786'136 IN THE NORTHWEST PART OF GRUVER, AND IS ABOUT 0.4 MILE
 GK0786'NORTH-NORTHWEST OF THE CENTER OF TOWN.
 GK0786'
 GK0786'THE STATION MARK IS A STANDARD DISK, STAMPED GRUVER 1952 SET
 GK0786'IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT, THAT IS
 GK0786'4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 62.0 FEET SOUTH
 GK0786'OF THE CENTER LINE OF STATE HIGHWAY 136, 74.0 FEET WEST-SOUTHWEST
 GK0786'OF A STOP SIGN POST, 61.6 FEET NORTH OF A LIGHT POLE WITH
 GK0786'FUSE BOX AND LIGHT AT THE TOP AND 158.0 FEET SOUTHWEST OF
 GK0786'THE SOUTHWEST CORNER OF THE TEXAS HIGHWAY DEPARTMENT BUILDING.
 GK0786'IT IS ABOUT 1 FOOT ABOVE THE LEVEL OF STATE HIGHWAY 136.
 GK0786'
 GK0786'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED GRUVER NO 3
 GK0786'1952 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT,
 GK0786'THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 GK0786'IS 41.0 FEET EAST OF CENTER OF DRIVE GATE ENTRANCE TO
 GK0786'TEXAS HIGHWAY DEPARTMENT YARD, 48.0 FEET NORTH OF THE CENTER
 GK0786'LINE OF STATE HIGHWAY 136 AND 1.0 FOOT SOUTH OF A STEEL
 GK0786'HURRICANE FENCE OF HIGHWAY DEPARTMENT YARD.
 GK0786'
 GK0786'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED GRUVER NO 4
 GK0786'1952 SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK OF THE
 GK0786'TAYLOR-EVANS FARM STORE.  IT IS 4.5 FEET SOUTH OF THE NORTH
 GK0786'EDGE OF SIDEWALK, 3.7 FEET EAST OF THE WEST EDGE OF SLAB AND
 GK0786'6 INCHES SOUTHWEST OF NORTHWEST CORNER OF FOUNDATION OF
 GK0786'THE BUILDING.
 GK0786'
 GK0786'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE CENTER OF
 GK0786'GRUVER, GO NORTH ON STATE HIGHWAY 136 (MAIN STREET) FOR 0.4
 GK0786'MILE TO THE JUNCTION OF FARM ROAD 289.  TURN LEFT AND GO
 GK0786'WEST ON STATE HIGHWAY 136 FOR 0.05 MILE TO THE STATION ON THE
 GK0786'LEFT, IN PARKING LOT AREA OF THE TAYLOR-EVANS FERTILIZER YARD.
 GK0786
 GK0786                          STATION RECOVERY (1973)
 GK0786
 GK0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (RAH)
 GK0786'GRUVER 1952--TRIANGULATION STATION ASSUMED DESTROYED BY ROAD
 GK0786'CONSTRUCTION.
 GK0786'
 GK0786'R.M. 1--R.M. ASSUMED DESTROYED BY BUILDING CONSTRUCTION.
 GK0786'
 GK0786'R.M. 2--R.M. HAS BEEN MOVED TO THE NORTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0883 ***********************************************************************
 GK0883  DESIGNATION -  GRUVER ELEV INC GRAIN ELEV
 GK0883  PID         -  GK0883
 GK0883  STATE/COUNTY-  TX/HANSFORD
 GK0883  USGS QUAD   -  GRUVER (1973)
 GK0883
 GK0883                         *CURRENT SURVEY CONTROL
 GK0883  ___________________________________________________________________
 GK0883* NAD 83(1993)-  36 16 19.65848(N)    101 24 23.92819(W)     ADJUSTED  
 GK0883* NAVD 88     -                                                        
 GK0883  ___________________________________________________________________
 GK0883  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 GK0883  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GK0883
 GK0883  HORZ ORDER  -  THIRD
 GK0883
 GK0883.The horizontal coordinates were established by classical geodetic methods
 GK0883.and adjusted by the National Geodetic Survey in February 1996..
 GK0883
 GK0883
 GK0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0883
 GK0883.The geoid height was determined by GEOID03.
 GK0883
 GK0883;                    North         East     Units Scale Factor Converg.
 GK0883;SPC TX N     - 1,252,077.807   208,388.246   MT  1.00002192   +0 03 14.8
 GK0883;SPC TX N     - 4,107,858.61    683,687.10   sFT  1.00002192   +0 03 14.8
 GK0883;UTM  14      - 4,016,818.999   283,823.060   MT  1.00017583   -1 25 27.7
 GK0883
 GK0883                          SUPERSEDED SURVEY CONTROL
 GK0883
 GK0883  NAD 83(1993)-  36 16 19.65624(N)    101 24 23.93175(W) AD(       ) 4
 GK0883  NAD 83(1986)-  36 16 19.66724(N)    101 24 23.91392(W) AD(       ) 4
 GK0883  NAD 27      -  36 16 19.54100(N)    101 24 22.33200(W) AD(       ) 3
 GK0883
 GK0883.Superseded values are not recommended for survey control.
 GK0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0883.See file dsdata.txt to determine how the superseded data were derived.
 GK0883
 GK0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8382316819(NAD 83)
 GK0883_MARKER: 65 = GRAIN ELEVATOR
 GK0883
 GK0883  HISTORY     - Date     Condition        Report By
 GK0883  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0883
 GK0883                          STATION DESCRIPTION
 GK0883
 GK0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0883'THE ELEVATOR IS LOCATED IN THE NORTHWEST EDGE OF GRUVER.  IT
 GK0883'IS A CONCRETE STRUCTURE 173 FEET HIGH.  THE ELEVATOR IS 125
 GK0883'FEET HIGH WITH A 48 FOOT HEAD HOUSE.  THE CENTER OF THE HEAD
 GK0883'HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0881 ***********************************************************************
 GK0881  DESIGNATION -  GRUVER METHODIST CHURCH SPIRE
 GK0881  PID         -  GK0881
 GK0881  STATE/COUNTY-  TX/HANSFORD
 GK0881  USGS QUAD   -  GRUVER (1973)
 GK0881
 GK0881                         *CURRENT SURVEY CONTROL
 GK0881  ___________________________________________________________________
 GK0881* NAD 83(1993)-  36 15 47.48786(N)    101 24 04.44179(W)     ADJUSTED  
 GK0881* NAVD 88     -                                                        
 GK0881  ___________________________________________________________________
 GK0881  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 GK0881  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GK0881
 GK0881  HORZ ORDER  -  THIRD
 GK0881
 GK0881.The horizontal coordinates were established by classical geodetic methods
 GK0881.and adjusted by the National Geodetic Survey in February 1996..
 GK0881
 GK0881
 GK0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0881
 GK0881.The geoid height was determined by GEOID03.
 GK0881
 GK0881;                    North         East     Units Scale Factor Converg.
 GK0881;SPC TX N     - 1,251,086.654   208,875.611   MT  1.00001961   +0 03 26.1
 GK0881;SPC TX N     - 4,104,606.80    685,286.07   sFT  1.00001961   +0 03 26.1
 GK0881;UTM  14      - 4,015,815.449   284,284.764   MT  1.00017337   -1 25 15.1
 GK0881
 GK0881                          SUPERSEDED SURVEY CONTROL
 GK0881
 GK0881  NAD 83(1993)-  36 15 47.48568(N)    101 24 04.44542(W) AD(       ) 4
 GK0881  NAD 83(1986)-  36 15 47.49695(N)    101 24 04.42759(W) AD(       ) 4
 GK0881  NAD 27      -  36 15 47.38300(N)    101 24 02.85000(W) AD(       ) 3
 GK0881
 GK0881.Superseded values are not recommended for survey control.
 GK0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0881.See file dsdata.txt to determine how the superseded data were derived.
 GK0881
 GK0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8428515815(NAD 83)
 GK0881_MARKER: 90 = CHURCH SPIRE
 GK0881
 GK0881  HISTORY     - Date     Condition        Report By
 GK0881  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0881  HISTORY     - 1952     GOOD             CGS
 GK0881
 GK0881                          STATION DESCRIPTION
 GK0881
 GK0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0881'THE CHURCH IS A LARGE RED BRICK BUILDING IN THE EAST PART OF
 GK0881'TOWN.  THE SPIRE ON TOP WAS INTERSECTED.
 GK0881
 GK0881                          STATION RECOVERY (1952)
 GK0881
 GK0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFS)
 GK0881'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0882 ***********************************************************************
 GK0882  DESIGNATION -  GRUVER MUNICIPAL TANK
 GK0882  PID         -  GK0882
 GK0882  STATE/COUNTY-  TX/HANSFORD
 GK0882  USGS QUAD   -  GRUVER (1973)
 GK0882
 GK0882                         *CURRENT SURVEY CONTROL
 GK0882  ___________________________________________________________________
 GK0882* NAD 83(1993)-  36 15 54.02371(N)    101 24 25.90207(W)     ADJUSTED  
 GK0882* NAVD 88     -                                                        
 GK0882  ___________________________________________________________________
 GK0882  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 GK0882  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GK0882
 GK0882  HORZ ORDER  -  THIRD
 GK0882
 GK0882.The horizontal coordinates were established by classical geodetic methods
 GK0882.and adjusted by the National Geodetic Survey in February 1996..
 GK0882
 GK0882
 GK0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0882
 GK0882.The geoid height was determined by GEOID03.
 GK0882
 GK0882;                    North         East     Units Scale Factor Converg.
 GK0882;SPC TX N     - 1,251,287.595   208,339.720   MT  1.00002007   +0 03 13.6
 GK0882;SPC TX N     - 4,105,266.05    683,527.90   sFT  1.00002007   +0 03 13.6
 GK0882;UTM  14      - 4,016,030.181   283,754.153   MT  1.00017620   -1 25 28.0
 GK0882
 GK0882                          SUPERSEDED SURVEY CONTROL
 GK0882
 GK0882  NAD 83(1993)-  36 15 54.02164(N)    101 24 25.90553(W) AD(       ) 4
 GK0882  NAD 83(1986)-  36 15 54.03256(N)    101 24 25.88790(W) AD(       ) 4
 GK0882  NAD 27      -  36 15 53.91900(N)    101 24 24.31000(W) AD(       ) 3
 GK0882
 GK0882.Superseded values are not recommended for survey control.
 GK0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0882.See file dsdata.txt to determine how the superseded data were derived.
 GK0882
 GK0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8375416030(NAD 83)
 GK0882_MARKER: 53 = ELEVATED TANK
 GK0882
 GK0882  HISTORY     - Date     Condition        Report By
 GK0882  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0882  HISTORY     - 1969     GOOD             CGS
 GK0882
 GK0882                          STATION DESCRIPTION
 GK0882
 GK0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0882'THE TANK IS LOCATED IN THE WEST CENTRAL PART OF TOWN AND IS
 GK0882'A FOUR LEGED STEEL STRUCTURE ABOUT 150 FEET HIGH WITH A BALL
 GK0882'ON TOP.  THE BALL ON TOP WAS INTERSECTED.
 GK0882
 GK0882                          STATION RECOVERY (1969)
 GK0882
 GK0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0882'STATION RECOVERED IN GOOD CONDITION.
 GK0882'
 GK0882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRUVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1095 ***********************************************************************
 GK1095  PACS        -  This is a Primary Airport Control Station.
 GK1095  DESIGNATION -  GRUVPORT
 GK1095  PID         -  GK1095
 GK1095  STATE/COUNTY-  TX/HANSFORD
 GK1095  USGS QUAD   -  HANNAS DRAW EAST (1974)
 GK1095
 GK1095                         *CURRENT SURVEY CONTROL
 GK1095  ___________________________________________________________________
 GK1095* NAD 83(1993)-  36 14 07.75945(N)    101 25 50.24817(W)     ADJUSTED  
 GK1095* NAVD 88     -       972.30   (meters)    3190.0    (feet)  GPS OBS   
 GK1095  ___________________________________________________________________
 GK1095  X           -  -1,020,902.868 (meters)                     COMP
 GK1095  Y           -  -5,049,183.906 (meters)                     COMP
 GK1095  Z           -   3,749,858.646 (meters)                     COMP
 GK1095  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 GK1095  ELLIP HEIGHT-         945.50  (meters)          (10/24/00) GPS OBS
 GK1095  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GK1095
 GK1095  HORZ ORDER  -  B
 GK1095  ELLP ORDER  -  FOURTH    CLASS II
 GK1095
 GK1095.This mark is at Gruver Muni (E19) Airport (E19)
 GK1095
 GK1095.The horizontal coordinates were established by GPS observations
 GK1095.and adjusted by the National Geodetic Survey in February 1996..
 GK1095
 GK1095.The orthometric height was determined by GPS observations and a
 GK1095.high-resolution geoid model.
 GK1095
 GK1095.GPS derived orthometric heights for airport stations designated as
 GK1095.PACS or SACS are published to 2 decimal places.  This maintains
 GK1095.centimeter relative accuracy between the PACS and SACS.  It does
 GK1095.not indicate centimeter accuracy relative to other marks which are
 GK1095.part of the NAVD 88 network.
 GK1095
 GK1095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1095
 GK1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1095
 GK1095.The ellipsoidal height was determined by GPS observations
 GK1095.and is referenced to NAD 83.
 GK1095
 GK1095.The geoid height was determined by GEOID03.
 GK1095
 GK1095;                    North         East     Units Scale Factor Converg.
 GK1095;SPC TX N     - 1,248,010.407   206,236.580   MT  1.00001258   +0 02 24.7
 GK1095;SPC TX N     - 4,094,514.14    676,627.85   sFT  1.00001258   +0 02 24.7
 GK1095;UTM  14      - 4,012,807.791   281,566.827   MT  1.00018792   -1 26 14.4
 GK1095
 GK1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1095!SPC TX N     -   0.99985163  x   1.00001258  =   0.99986421
 GK1095!UTM  14      -   0.99985163  x   1.00018792  =   1.00003952
 GK1095
 GK1095:                Primary Azimuth Mark                     Grid Az
 GK1095:SPC TX N     -  GRUVPORT AZ MK                           030 07 28.5
 GK1095:UTM  14      -  GRUVPORT AZ MK                           031 36 07.6
 GK1095
 GK1095|---------------------------------------------------------------------|
 GK1095| PID    Reference Object                     Distance      Geod. Az  |
 GK1095|                                                           dddmmss.s |
 GK1095| GK1096 GRUVPORT AZ MK                      445.266 METERS 0300953.2 |
 GK1095|---------------------------------------------------------------------|
 GK1095
 GK1095                          SUPERSEDED SURVEY CONTROL
 GK1095
 GK1095  ELLIP H (02/20/96)  945.52   (m)                       GP(       ) 1 2
 GK1095  NAD 83(1993)-  36 14 07.75546(N)    101 25 50.23934(W) AD(       ) 3
 GK1095  ELLIP H (02/16/96)  945.50   (m)                       GP(       ) 5 1
 GK1095  NAD 83(1993)-  36 14 07.75578(N)    101 25 50.24839(W) AD(       ) 3
 GK1095  ELLIP H (12/21/93)  942.23   (m)                       GP(       ) 4 1
 GK1095  ELLIP H (01/07/93)  942.00   (m)                       GP(       ) 4 2
 GK1095  NAD 83(1986)-  36 14 07.76398(N)    101 25 50.22724(W) AD(       ) 3
 GK1095  NAD 27      -  36 14 07.64882(N)    101 25 48.64338(W) AD(       ) 3
 GK1095  NGVD 29 (12/08/88)  971.9    (m)         3189.     (f) GPS OBS        
 GK1095
 GK1095.Superseded values are not recommended for survey control.
 GK1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1095.See file dsdata.txt to determine how the superseded data were derived.
 GK1095
 GK1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8156712808(NAD 83)
 GK1095_MARKER: I = METAL ROD
 GK1095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GK1095_SP_SET: OBJECT DRIVEN INTO GROUND
 GK1095_STAMPING: GRUVPORT 1988
 GK1095_MARK LOGO: NGS   
 GK1095_PROJECTION: FLUSH
 GK1095_MAGNETIC: I = MARKER IS A STEEL ROD
 GK1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1095+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1995
 GK1095_ROD/PIPE-DEPTH: 4.6  meters
 GK1095_SLEEVE-DEPTH  : 0.9 meters
 GK1095
 GK1095  HISTORY     - Date     Condition        Report By
 GK1095  HISTORY     - 1988     MONUMENTED       NGS
 GK1095  HISTORY     - 19950608 GOOD             NGS
 GK1095  HISTORY     - 20000120 GOOD             NGS
 GK1095
 GK1095                          STATION DESCRIPTION
 GK1095
 GK1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK1095'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 GK1095'SOUTHWEST OF GRUVER, 0.2 KM (0.15 MI) NORTHWEST OF STATE HIGHWAY
 GK1095'136, AT THE GRUVER MUNICIPAL AIRPORT AND AT THE JUNCTION OF A RAMP
 GK1095'AND RUNWAY.
 GK1095'OWNERSHIP--CITY OF GRUVER, PO BOX 947, GRUVER TX 79048.  AIRPORT
 GK1095'MANAGER IS A.J. RATLIFF, PO BOX 947, GRUVER TX 79040, PHONE
 GK1095'806-733-2424.  MR. RATLIFF IS ALSO CITY MANAGER OF GRUVER.
 GK1095'
 GK1095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 136
 GK1095'SOUTH AT THE NORTH EDGE OF GRUVER, GO SOUTH, THROUGH TOWN, ON STATE
 GK1095'HIGHWAY 136 SOUTH FOR 7.9 KM (4.9 MI) TO A PAVED ROAD RIGHT.  TURN
 GK1095'RIGHT AND GO NORTHWEST ON THE AIRPORT ROAD FOR 0.1 KM (0.05 MI) TO
 GK1095'A CHAIN GATE.  CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO THE RUNWAY AND
 GK1095'THE STATION ON THE RIGHT.
 GK1095'
 GK1095'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 GK1095'DRIVEN INTO THE GROUND 4.6 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 GK1095'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 GK1095'PIPE WITH A LOGO CAP STAMPED---GRUVPORT 1988---, THE ROD IS
 GK1095'RECESSED 6 CM BELOW THE GROUND.  LOCATED 22.1 METERS (72.5 FT)
 GK1095'SOUTHEAST OF THE RUNWAY CENTER, 12.8 METERS (42.0 FT) NORTHEAST OF
 GK1095'THE RAMP CENTER, 5.8 METERS (19.0 FT) NORTHWEST OF THE NORTHWEST
 GK1095'END OF A CULVERT HEADWALL AND 0.6 METER (2.0 FT) SOUTHWEST FROM A
 GK1095'FIBERGLASS WITNESS POST.
 GK1095'
 GK1095'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 GK1095'ROD DRIVEN INTO THE GROUND 3.4 METERS AND INSIDE A 1-INCH PVC PIPE
 GK1095'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 GK1095'PVC PIPE WITH A LOGO CAP STAMPED---GRUVPORT AZ MK 1988---, THE ROD
 GK1095'IS RECESSED 6 CM BELOW THE GROUND.  LOCATED 20.6 METERS (67.0 FT)
 GK1095'SOUTHEAST OF THE RUNWAY CENTER, 14.5 METERS (47.6 FT) SOUTH OF THE
 GK1095'CENTER OF RUNWAY AT PAVEMENT END, 14.0 METERS (46.0 FT) WEST OF THE
 GK1095'SOUTH CORNER OF A TURN AROUND AND 0.6 METER (2.0 FT)
 GK1095'NORTH-NORTHEAST FROM A FIBERGLASS WITNESS POST.
 GK1095'
 GK1095'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK1095'
 GK1095'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK1095'
 GK1095'DESCRIBED BY D.A. BOWLING.
 GK1095
 GK1095                          STATION RECOVERY (1995)
 GK1095
 GK1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GK1095'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI)  SOUTHWEST OF GRUVER,
 GK1095'0.2 KM (0.10 MI)  NORTHWEST OF STATE HIGHWAY 136, AT THE GRUVER
 GK1095'MUNICIPAL AIRPORT.  NORTHEAST OF THE MAIN CONNECTOR IN FRONT OF THE
 GK1095'PILOTS LOUNGE, AND SOUTHEAST OF THE RUNWAY AT THE JUNCTION OF THE TWO.
 GK1095'OWNERSHIP--CITY OF GRUVER, P.O.  BOX 947, GRUVER, TX.  79040. AIRPORT
 GK1095'MANAGER A.J.  RATLIFF, PHONE 806-733-2424.  TO REACH THE STATION FROM
 GK1095'THE JUNCTION OF STATE HIGHWAYS 15 AND 136 SOUTH AT THE NORTH EDGE OF
 GK1095'GRUVER, GO SOUTH, THROUGH TOWN, 4.5 KM (2.80 MI)  ON HIGHWAY 136 TO A
 GK1095'PAVED ROAD RIGHT.  TURN RIGHT, NORTHWEST, 0.21 KM (0.15 MI)  ON THE
 GK1095'AIRPORT ROAD, ACROSS APRON AND ALONG THE CONNECTOR TO THE RUNWAY AND
 GK1095'STATION ON THE RIGHT.  STATION IS 22.3 M (73.2 FT) SOUTHEAST OF THE
 GK1095'RUNWAY CENTER, 12.3 M (40.4 FT)  NORTHEAST OF THE CONNECTOR CENTER,
 GK1095'5.8 M (19.0 FT)  NORTHWEST OF THE NORTHWEST END OF A CULVERT HEADWALL,
 GK1095'0.6 M (2.0 FT)  SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT)  BELOW
 GK1095'THE LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 GK1095'5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY
 GK1095'R.G.  HAYES
 GK1095
 GK1095                          STATION RECOVERY (2000)
 GK1095
 GK1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (WEH)
 GK1095'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1096 ***********************************************************************
 GK1096  SACS        -  This is a Secondary Airport Control Station.
 GK1096  DESIGNATION -  GRUVPORT AZ MK
 GK1096  PID         -  GK1096
 GK1096  STATE/COUNTY-  TX/HANSFORD
 GK1096  USGS QUAD   -  HANNAS DRAW EAST (1974)
 GK1096
 GK1096                         *CURRENT SURVEY CONTROL
 GK1096  ___________________________________________________________________
 GK1096* NAD 83(1993)-  36 14 20.24898(N)    101 25 41.28767(W)     ADJUSTED  
 GK1096* NAVD 88     -       971.03   (meters)    3185.8    (feet)  GPS OBS   
 GK1096  ___________________________________________________________________
 GK1096  X           -  -1,020,638.223 (meters)                     COMP
 GK1096  Y           -  -5,049,004.160 (meters)                     COMP
 GK1096  Z           -   3,750,168.446 (meters)                     COMP
 GK1096  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 GK1096  ELLIP HEIGHT-         944.23  (meters)          (08/08/01) GPS OBS
 GK1096  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GK1096
 GK1096  HORZ ORDER  -  FIRST
 GK1096  ELLP ORDER  -  FIFTH     CLASS II
 GK1096
 GK1096.This mark is at Gruver Muni (E19) Airport (E19)
 GK1096
 GK1096.The horizontal coordinates were established by GPS observations
 GK1096.and adjusted by the National Geodetic Survey in March 1998..
 GK1096
 GK1096.The orthometric height was determined by GPS observations and a
 GK1096.high-resolution geoid model.
 GK1096
 GK1096.GPS derived orthometric heights for airport stations designated as
 GK1096.PACS or SACS are published to 2 decimal places.  This maintains
 GK1096.centimeter relative accuracy between the PACS and SACS.  It does
 GK1096.not indicate centimeter accuracy relative to other marks which are
 GK1096.part of the NAVD 88 network.
 GK1096
 GK1096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1096
 GK1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1096
 GK1096.The ellipsoidal height was determined by GPS observations
 GK1096.and is referenced to NAD 83.
 GK1096
 GK1096.The geoid height was determined by GEOID03.
 GK1096
 GK1096;                    North         East     Units Scale Factor Converg.
 GK1096;SPC TX N     - 1,248,395.539   206,460.054   MT  1.00001345   +0 02 29.9
 GK1096;SPC TX N     - 4,095,777.70    677,361.03   sFT  1.00001345   +0 02 29.9
 GK1096;UTM  14      - 4,013,187.099   281,800.198   MT  1.00018666   -1 26 09.5
 GK1096
 GK1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1096!SPC TX N     -   0.99985183  x   1.00001345  =   0.99986528
 GK1096!UTM  14      -   0.99985183  x   1.00018666  =   1.00003846
 GK1096
 GK1096:                Primary Azimuth Mark                     Grid Az
 GK1096:SPC TX N     -  GRUVPORT                                 210 07 28.6
 GK1096:UTM  14      -  GRUVPORT                                 211 36 08.0
 GK1096
 GK1096|---------------------------------------------------------------------|
 GK1096| PID    Reference Object                     Distance      Geod. Az  |
 GK1096|                                                           dddmmss.s |
 GK1096| GK1095 GRUVPORT                            445.266 METERS 2100958.5 |
 GK1096|---------------------------------------------------------------------|
 GK1096
 GK1096                          SUPERSEDED SURVEY CONTROL
 GK1096
 GK1096  ELLIP H (03/06/98)  944.24   (m)                       GP(       ) 5 2
 GK1096  NAD 83(1993)-  36 14 20.24521(N)    101 25 41.27832(W) AD(       ) 3
 GK1096  ELLIP H (02/16/96)  944.23   (m)                       GP(       ) 5 1
 GK1096  NAD 83(1993)-  36 14 20.24552(N)    101 25 41.28737(W) AD(       ) 3
 GK1096  ELLIP H (12/21/93)  940.96   (m)                       GP(       ) 4 1
 GK1096  ELLIP H (01/07/93)  940.73   (m)                       GP(       ) 4 2
 GK1096  NAD 83(1986)-  36 14 20.25367(N)    101 25 41.26620(W) AD(       ) 3
 GK1096  NAD 27      -  36 14 20.13863(N)    101 25 39.68248(W) AD(       ) 3
 GK1096  NGVD 29 (12/08/88)  970.6    (m)         3184.     (f) GPS OBS        
 GK1096
 GK1096.Superseded values are not recommended for survey control.
 GK1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1096.See file dsdata.txt to determine how the superseded data were derived.
 GK1096
 GK1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8180013187(NAD 83)
 GK1096_MARKER: I = METAL ROD
 GK1096_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GK1096_SP_SET: OBJECT DRIVEN INTO GROUND
 GK1096_STAMPING: GRUVPORT AZ MK 1988
 GK1096_MARK LOGO: NGS   
 GK1096_MAGNETIC: I = MARKER IS A STEEL ROD
 GK1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1096+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1995
 GK1096
 GK1096  HISTORY     - Date     Condition        Report By
 GK1096  HISTORY     - 1988     MONUMENTED       NGS
 GK1096  HISTORY     - 19950608 GOOD             NGS
 GK1096
 GK1096                          STATION DESCRIPTION
 GK1096
 GK1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK1096'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 GK1096'SOUTHWEST OF GRUVER, 0.2 KM (0.15 MI) NORTHWEST OF STATE HIGHWAY
 GK1096'136, AT THE GRUVER MUNICIPAL AIRPORT, NEAR THE NORTHEAST END OF THE
 GK1096'RUNWAY ON THE SOUTHEAST SIDE OF A TURN AROUND.
 GK1096'OWNERSHIP--CITY OF GRUVER, PO BOX 947, GRUVER TX 79048, PHONE
 GK1096'806-733-2424.
 GK1096'THE AIRPORT MANAGER IS MR. A.J. RATLIFF WHO IS ALSO CITY MANAGER OF
 GK1096'GRUVER.
 GK1096'
 GK1096'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 136
 GK1096'SOUTH AT THE NORTH EDGE OF GRUVER.  GO SOUTH, THROUGH TOWN, ON
 GK1096'STATE HIGHWAY 136 SOUTH FOR 7.9 KM (4.9 MI) TO A PAVED ROAD RIGHT.
 GK1096'TURN RIGHT AND GO NORTHWEST ON THE AIRPORT ROAD FOR 0.1 KM (0.05
 GK1096'MI) TO A CHAIN GATE.  CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO THE
 GK1096'RUNWAY.  GO NORTHEAST ALONG THE RUNWAY FOR 0.4 KM (0.25 MI) TO THE
 GK1096'MARK ON THE RIGHT.
 GK1096'
 GK1096'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 GK1096'DRIVEN INTO THE GROUND 3.4 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 GK1096'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 GK1096'PIPE WITH A LOGO CAP STAMPED---GRUVPORT AZ MK 1988---, THE ROD IS 6
 GK1096'CM BELOW THE GROUND.  LOCATED 20.6 METERS (67.0 FT) SOUTHEAST OF
 GK1096'THE RUNWAY CENTER, 14.5 METERS (47.6 FT) SOUTH OF THE RUNWAY CENTER
 GK1096'AT THE END OF PAVEMENT, 14.0 METERS (46.0 FT) WEST OF THE SOUTH
 GK1096'CORNER OF A TURN AROUND AND 0.6 METER (2.0 FT) NORTH-NORTHEAST FROM
 GK1096'A CARSONITE WITNESS POST.
 GK1096'
 GK1096'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK1096'
 GK1096'THE STATION IS SUITABLE FOR GPS SURVEYS.
 GK1096'
 GK1096'DESCRIBED BY D.A. BOWLING.
 GK1096
 GK1096                          STATION RECOVERY (1995)
 GK1096
 GK1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GK1096'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHWEST OF GRUVER, 0.2
 GK1096'KM (0.10 MI) NORTHWEST OF STATE HIGHWAY 136, AT THE GRUVER MUNICIPAL
 GK1096'AIRPORT.  NEAR THE NORTHEAST END OF THE RUNWAY, ON THE SOUTHWEST SIDE
 GK1096'OF A TURN AROUND.  OWNERSHIP--CITY OF GRUVER, P.O.  BOX 947, GRUVER,
 GK1096'TX.  79040.  AIRPORT MANAGER A.J.  RATLIFF, PHONE 806-733-2424.  TO
 GK1096'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 136 SOUTH
 GK1096'AT THE NORTH EDGE OF GRUVER, GO SOUTH, THROUGH TOWN, 4.5 KM (2.80 MI)
 GK1096'ON HIGHWAY 136 TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTHWEST, 0.21 KM
 GK1096'(0.15 MI) ON THE AIRPORT ROAD, ACROSS APRON AND ALONG THE CONNECTOR TO
 GK1096'THE RUNWAY.  TURN RIGHT, NORTHEAST, 0.44 KM (0.25 MI) AND THE STATION
 GK1096'ON THE RIGHT.  STATION IS 20.6 M (67.6 FT) SOUTHEAST OF AND LEVEL WITH
 GK1096'THE RUNWAY CENTERLINE, 14.1 M (46.3 FT) WEST OF THE SOUTH CORNER OF A
 GK1096'TURN AROUND, AND 0.6 M (2.0 FT) NORTH-NORTHEAST OF A WITNESS POST.
 GK1096'NOTE--THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 GK1096'A DEPTH OF 3.4 M (11.2 FT) IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 GK1096'ENCASED IN A PVC PIPE WITH A 5-INCH NGS LOGO CAP SURROUNDED BY
 GK1096'CONCRETE.  THIS STATION SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2368 ***********************************************************************
 AN2368  DESIGNATION -  GUAD
 AN2368  PID         -  AN2368
 AN2368  STATE/COUNTY-  TX/VICTORIA
 AN2368  USGS QUAD   -  VICTORIA EAST (1995)
 AN2368
 AN2368                         *CURRENT SURVEY CONTROL
 AN2368  ___________________________________________________________________
 AN2368* NAD 83(1993)-  28 45 49.41453(N)    096 56 28.69574(W)     ADJUSTED  
 AN2368* NAVD 88     -        24.34   (+/-2cm)      79.9    (feet)  VERTCON   
 AN2368  ___________________________________________________________________
 AN2368  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AN2368  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN2368
 AN2368  HORZ ORDER  -  FIRST
 AN2368  VERT ORDER  -  THIRD ? (See Below)
 AN2368
 AN2368.The horizontal coordinates were established by classical geodetic methods
 AN2368.and adjusted by the National Geodetic Survey in February 1996..
 AN2368
 AN2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2368.The vertical order pertains to the NGVD 29 superseded value.
 AN2368
 AN2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2368
 AN2368.The geoid height was determined by GEOID03.
 AN2368
 AN2368;                    North         East     Units Scale Factor Converg.
 AN2368;SPC TXSC     - 4,104,883.238   801,023.568   MT  0.99991257   +1 00 30.9
 AN2368;SPC TXSC     -13,467,437.76  2,628,024.82   sFT  0.99991257   +1 00 30.9
 AN2368;UTM  14      - 3,183,547.043   700,994.496   MT  1.00009857   +0 59 27.5
 AN2368
 AN2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2368!SPC TXSC     -   1.00000047  x   0.99991257  =   0.99991304
 AN2368!UTM  14      -   1.00000047  x   1.00009857  =   1.00009904
 AN2368
 AN2368|---------------------------------------------------------------------|
 AN2368| PID    Reference Object                     Distance      Geod. Az  |
 AN2368|                                                           dddmmss.s |
 AN2368| AN2449 GUAD RM 1                            35.433 METERS 05200     |
 AN2368| CV7237 GUAD RM 5                                          1293216.3 |
 AN2368| AN2450 GUAD RM 4                            29.490 METERS 16303     |
 AN2368| AN0669 T 123 RESET 1959                      4.825 METERS 18813     |
 AN2368| AN0668 T 123                                47.424 METERS 20729     |
 AN2368| AN2059 VICTORIA CENTRAL P L CO STK         APPROX. 7.3 KM 2930432.5 |
 AN2368| CV7235 GUAD AZ MK                                         3053500.5 |
 AN2368| CV7236 GUAD RM 2                            46.436 METERS 30958     |
 AN2368|---------------------------------------------------------------------|
 AN2368
 AN2368                          SUPERSEDED SURVEY CONTROL
 AN2368
 AN2368  NAD 83(1986)-  28 45 49.42388(N)    096 56 28.68027(W) AD(       ) 1
 AN2368  NAD 27      -  28 45 48.45400(N)    096 56 27.73000(W) AD(       ) 1
 AN2368  NGVD 29 (07/19/86)   24.44   (m)           80.2    (f) LEVELING    3  
 AN2368
 AN2368.Superseded values are not recommended for survey control.
 AN2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2368.See file dsdata.txt to determine how the superseded data were derived.
 AN2368
 AN2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0099483547(NAD 83)
 AN2368_MARKER: DS = TRIANGULATION STATION DISK
 AN2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2368_SP_SET: CONCRETE POST
 AN2368_STAMPING: GUAD 1943
 AN2368_MARK LOGO: CGS   
 AN2368_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2368+STABILITY: SURFACE MOTION
 AN2368
 AN2368  HISTORY     - Date     Condition        Report By
 AN2368  HISTORY     - 1943     MONUMENTED       CGS
 AN2368  HISTORY     - 1943     GOOD             CGS
 AN2368  HISTORY     - 1975     GOOD             NGS
 AN2368  HISTORY     - 19750410 GOOD             CGS
 AN2368  HISTORY     - 1990     GOOD             USPSQD
 AN2368
 AN2368                          STATION DESCRIPTION
 AN2368
 AN2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN2368'STATION IS LOCATED ABOUT 4.5 MILES SE OF VICTORIA ON LAND
 AN2368'OWNED BY MR. CHARLES POZZI.  IT IS 84 FEET N OF THE N RAIL
 AN2368'OF A RAILROAD TRACK, 40 FEET W OF THE CENTER LINE OF A GRAVEL
 AN2368'ROAD AND 15 FEET NW OF A 1 1/2-INCH STEEL PIPE THAT IS SET
 AN2368'IN THE SE FENCE CORNER OF A BARN LOT.  IT IS STAMPED GUAD 1943
 AN2368'AND PROJECTS 2 INCHES.
 AN2368'
 AN2368'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AN2368'DISKS SET IN CONCRETE.
 AN2368'
 AN2368'REFERENCE MARK NO. 1 IS NE OF THE STATION, 24 FEET W OF THE
 AN2368'NW CORNER OF THE BARN LOT AND 1 FOOT S OF A FENCE LINE.  IT
 AN2368'IS STAMPED GUAD NO. 1 1943 AND PROJECTS 4 INCHES.
 AN2368'
 AN2368'REFERENCE MARK NO. 2 IS NW OF THE STATION, 87 FEET N OF N
 AN2368'RAIL OF THE RAILROAD TRACK AND 1 FOOT N OF THE SW CORNER
 AN2368'OF THE BARN LOT.  IT IS STAMPED GUAD NO. 2 1943 AND PROJECTS
 AN2368'10 INCHES.
 AN2368'
 AN2368'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NNW OF THE STATION,
 AN2368'63 FEET N OF THE N RAIL OF THE RAILROAD TRACK, 13 FEET SW
 AN2368'OF THE W EDGE OF A BOARD GATE AND 12 FEET W OF A LANE TO
 AN2368'A FARMHOUSE.  IT IS STAMPED GUAD 1943 AND PROJECTS 10 INCHES.
 AN2368'
 AN2368'U.S.C. AND G.S. B.M. T 123 IS SSW OF THE STATION SET IN A
 AN2368'DRILL HOLE IN THE E END OF THE CURBING OF A LARGE CONCRETE
 AN2368'CULVERT, 16 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 87
 AN2368'AND 27 FEET W OF THE CENTER LINE OF A GRAVEL ROAD.  IT IS
 AN2368'STAMPED T123 1933.
 AN2368'
 AN2368'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77
 AN2368'AND 87 AT THE N EDGE OF VICTORIA, GO S ON 87 FOR 0.45 MILE TO
 AN2368'A CROSS STREET.  THEN LEFT (E) ON 87 FOR 4.25 MILES TO THE
 AN2368'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.5 MILE TO
 AN2368'THE STATION ON THE LEFT.
 AN2368'
 AN2368'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AN2368
 AN2368                          STATION RECOVERY (1943)
 AN2368
 AN2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AN2368'RECOVERED IN GOOD CONDITION.
 AN2368
 AN2368                          STATION RECOVERY (1975)
 AN2368
 AN2368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 AN2368'THE STATION MARK AND REFERENCE MARK NO. 1, WERE RECOVERED AND FOUND
 AN2368'IN GOOD CONDITION.  REFERENCE MARK NO. 2, WAS FOUND TO HAVE BEEN HIT
 AN2368'AND WAS TILTED.  AZIMUTH MARK WAS FOUND TO HAVE BEEN HIT AND WAS
 AN2368'BADLY CHIPPED.  THE LINE OF SIGHT TO THE AZIMUTH MARK FROM THE
 AN2368'STATION IS OBSTRUCTED BY TREES.  REFERENCE MARK NO. 2 WAS
 AN2368'DESTROYED BY REQUEST OF THE PROPERTY OWNER.
 AN2368'
 AN2368'REFERENCE MARK NO. 4 AND 5 AZI. MK. WERE ESTABLISHED AT THIS TIME.
 AN2368'A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 AN2368'
 AN2368'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF VICTORIA AND
 AN2368'AT THE INTERSECTION OF U. S. HIGHWAY 87 AND FARM ROAD 2615.
 AN2368'
 AN2368'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 87
 AN2368'AND LOOP 175, WHICH IS LOCATED ABOUT 3 MILES SOUTHEAST OF VICTORIA.
 AN2368'GO SOUTHEAST ON U. S. HIGHWAY 87 FOR 1.65 MILES TO THE INTERSECTION
 AN2368'OF FARM ROAD 2615 ON THE LEFT AND STATION ON THE LEFT.
 AN2368'
 AN2368'STATION IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 AN2368'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED GUAD 1943.  IT IS
 AN2368'191 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF HOUSE, 105 FEET
 AN2368'NORTH-NORTHWEST OF THE CENTER OF FARM ROAD 2615, 84 FEET NORTH OF
 AN2368'THE NORTH RAIL OF RAILROAD TRACKS, 18 FEET SOUTHWEST OF A HI-LINE
 AN2368'POLE, 12 FEET NORTH OF A HI-LINE POLE AND 7.6 FEET EAST OF A METAL
 AN2368'WITNESS POST.
 AN2368'
 AN2368'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AN2368'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED GUAD
 AN2368'NO. 1 1943.  IT IS 86 FEET SOUTHWEST OF THE SOUTH CORNER OF HOUSE,
 AN2368'77 FEET NORTH-NORTHWEST OF THE CENTER OF FARM ROAD 2615, 47 FEET
 AN2368'EAST OF A HI-LINE POLE AND 30 FEET SOUTH OF A TELEPHONE POLE.
 AN2368'
 AN2368'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN A DRILL HOLE, AT THE
 AN2368'EAST END OF THE NORTH HEADWALL OF CONCRETE CULVERT AND IS STAMPED
 AN2368'GUAD 1943 NO. 4 1973.
 AN2368'
 AN2368'REFERENCE MARK NO. 5 AZI. MK. IS A STANDARD DISK, SET IN A DRILL
 AN2368'HOLE, AT THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF CONCRETE
 AN2368'CULVERT AND IS STAMPED GUAD 1943 NO. 5 AZI 1973.
 AN2368'
 AN2368'BENCH MARK T 123 RESET 1959 IS A STANDARD DISK, SET IN THE TOP OF
 AN2368'A SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 AN2368'T 123 1931 RESET 1959.  IT IS 98 FEET NORTHWEST OF THE CENTER OF
 AN2368'FARM ROAD 2615, 68.6 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 AN2368'TRACKS, 25 FEET SOUTH OF A METAL WITNESS POST, 11 FEET
 AN2368'SOUTH-SOUTHEAST OF A HI-LINE POLE, 5.4 FEET WEST OF A HI-LINE POLE
 AN2368'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 AN2368'
 AN2368'TO REACH REFERENCE MARK NO. 5 AZI. MK., FROM THE STATION GO
 AN2368'SOUTHEAST ON U. S. HIGHWAY 87 FOR 0.6 MILE TO CULVERT ON THE RIGHT
 AN2368'AND MARK ON THE RIGHT, IN HEADWALL OF CULVERT.
 AN2368'
 AN2368'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--VICTORIA
 AN2368'5-MILES SE.
 AN2368
 AN2368                          STATION RECOVERY (1975)
 AN2368
 AN2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1975
 AN2368'FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND LOOP 175, WHICH IS
 AN2368'LOCATED ABOUT 3 MILES SOUTHEAST OF VICTORIA, GO SOUTHEAST ON U.S.
 AN2368'HIGHWAY 87 FOR 1.65 MILES TO THE INTERSECTION OF FARM ROAD 2615 AND
 AN2368'THE STATION ON THE LEFT, 191 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER
 AN2368'OF HOUSE, 105 FEET NORTH-NORTHWEST OF THE CENTER OF FARM ROAD 2615,
 AN2368'84 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 18 FEET SOUTHEAST
 AN2368'OF A HIGHLINE POLE, AND 12 FEET NORTH OF A HIGHLINE POLE, 7.6 FEET
 AN2368'EAST OF A METAL WITNESS POST.
 AN2368
 AN2368                          STATION RECOVERY (1990)
 AN2368
 AN2368'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN2368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2072 ***********************************************************************
 AY2072  DESIGNATION -  GUADALUPE
 AY2072  PID         -  AY2072
 AY2072  STATE/COUNTY-  TX/KERR
 AY2072  USGS QUAD   -  WELL HOLLOW (1964)
 AY2072
 AY2072                         *CURRENT SURVEY CONTROL
 AY2072  ___________________________________________________________________
 AY2072* NAD 83(1993)-  29 55 06.16134(N)    099 35 22.33398(W)     ADJUSTED  
 AY2072* NAVD 88     -       726.     (meters)    2382.     (feet)  SCALED    
 AY2072  ___________________________________________________________________
 AY2072  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AY2072  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 AY2072
 AY2072  HORZ ORDER  -  SECOND
 AY2072
 AY2072.The horizontal coordinates were established by classical geodetic methods
 AY2072.and adjusted by the National Geodetic Survey in February 1996..
 AY2072
 AY2072.The orthometric height was scaled from a topographic map.
 AY2072
 AY2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2072
 AY2072.The geoid height was determined by GEOID03.
 AY2072
 AY2072;                    North         East     Units Scale Factor Converg.
 AY2072;SPC TXSC     - 4,231,225.273   543,076.339   MT  0.99991494   -0 17 19.8
 AY2072;SPC TXSC     -13,881,944.92  1,781,742.96   sFT  0.99991494   -0 17 19.8
 AY2072;UTM  14      - 3,309,887.071   443,093.519   MT  0.99963995   -0 17 38.6
 AY2072
 AY2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2072!SPC TXSC     -   0.99988943  x   0.99991494  =   0.99980438
 AY2072!UTM  14      -   0.99988943  x   0.99963995  =   0.99952942
 AY2072
 AY2072|---------------------------------------------------------------------|
 AY2072| PID    Reference Object                     Distance      Geod. Az  |
 AY2072|                                                           dddmmss.s |
 AY2072| CV4177 GUADALUPE RM 2                       17.670 METERS 21330     |
 AY2072| AY2077 AULD                                APPROX.10.9 KM 2693005.0 |
 AY2072| CV4176 GUADALUPE RM 1                       22.375 METERS 33705     |
 AY2072|---------------------------------------------------------------------|
 AY2072
 AY2072                          SUPERSEDED SURVEY CONTROL
 AY2072
 AY2072  NAD 83(1986)-  29 55 06.16889(N)    099 35 22.32338(W) AD(       ) 2
 AY2072  NAD 27      -  29 55 05.40000(N)    099 35 21.13200(W) AD(       ) 2
 AY2072
 AY2072.Superseded values are not recommended for survey control.
 AY2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2072.See file dsdata.txt to determine how the superseded data were derived.
 AY2072
 AY2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU4309409887(NAD 83)
 AY2072_MARKER: DS = TRIANGULATION STATION DISK
 AY2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2072
 AY2072  HISTORY     - Date     Condition        Report By
 AY2072  HISTORY     - 1944     MONUMENTED       CGS
 AY2072
 AY2072                          STATION DESCRIPTION
 AY2072
 AY2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2072'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 30 MILES WSW
 AY2072'OF KERRVILLE, 16 MILES NW OF LEAKEY, 6 MILES E OF U.S. HIGHWAY
 AY2072'83, AND 1/2 MILE N OF THE KERR-BANDERA COUNTY LINE.  OWNER OF
 AY2072'THE PROPERTY IS UNKNOWN.  IT IS IN A WOODED AREA AT THE HEAD
 AY2072'OF THE SOUTH FORK OF THE GUADALUPE RIVER, ON THE E SIDE OF
 AY2072'A N-S DIRT ROAD.
 AY2072'
 AY2072'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 AY2072'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT IS STAMPED
 AY2072'GUADALUPE 1944.  IT IS 42 FEET ESE OF THE CENTER LINE OF THE
 AY2072'ROAD, 26 FEET SSW OF A TRIANGULAR-BLAZED TREE, AND 7 FEET E OF
 AY2072'A WHITE WOODEN WITNESS POST.  UNDERGROUND MARK IS A BRONZE
 AY2072'STATION DISK SET IN A DEPRESSION IN BEDROCK ABOUT 24 INCHES
 AY2072'BELOW GROUND.
 AY2072'
 AY2072'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 AY2072'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.  IT IS
 AY2072'STAMPED GUADALUPE NO 1 1944.  IT IS 15 FEET NW OF THE CENTER
 AY2072'LINE OF ROAD AND 2 FEET NW OF FENCE.
 AY2072'
 AY2072'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 AY2072'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.  IT
 AY2072'IS STAMPED GUADALUPE NO 2 1944.  IT IS 33 FEET ESE OF THE CENTER
 AY2072'LINE OF THE ROAD.
 AY2072'
 AY2072'AZIMUTH MARK IS A BRONZE AZIMUTH MARK DISK CEMENTED IN A DRILL
 AY2072'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED GUADALUPE 1944.
 AY2072'
 AY2072'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND
 AY2072'39 AT INGRAM WHICH IS 6 MILES W OF KERRVILLE, FOLLOW HIGHWAY
 AY2072'39 FOR 6.7 MILES TO HUNT POST OFFICE.  CONTINUE SW ON HIGHWAY 39
 AY2072'FOR 13.5 MILES TO END OF PAVEMENT.  CONTINUE ALONG HIGHWAY,
 AY2072'GRAVEL ROAD, 6.0 MILES TO A CATTLE GUARD BETWEEN A RED HOUSE AND
 AY2072'A TANK.  CONTINUE W FOR 0.8 MILE TO ANOTHER CATTLE GUARD AND
 AY2072'LARGE SIGN STATION C.  CROSS THE CATTLE GUARD AND TURN LEFT
 AY2072'ON T-ROAD.  FOLLOW THIS ROAD S TOWARD PUMP STATION C FOR 3.3
 AY2072'MILES TO TOP OF RIDGE AND STATION NEAR THE BLAZED TREE ON
 AY2072'LEFT.
 AY2072'
 AY2072'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9957 ***********************************************************************
 AG9957  DESIGNATION -  GUADALUPE ET
 AG9957  PID         -  AG9957
 AG9957  STATE/COUNTY-  TX/COMAL
 AG9957  USGS QUAD   -  SATTLER (1994)
 AG9957
 AG9957                         *CURRENT SURVEY CONTROL
 AG9957  ___________________________________________________________________
 AG9957* NAD 83(1993)-  29 50 31.38483(N)    098 14 28.18388(W)     ADJUSTED  
 AG9957* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 AG9957  ___________________________________________________________________
 AG9957  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 AG9957  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AG9957
 AG9957  HORZ ORDER  -  THIRD
 AG9957
 AG9957.The horizontal coordinates were established by classical geodetic methods
 AG9957.and adjusted by the National Geodetic Survey in July 1998..
 AG9957
 AG9957.The orthometric height was scaled from a topographic map.
 AG9957
 AG9957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9957
 AG9957.The geoid height was determined by GEOID03.
 AG9957
 AG9957;                    North         East     Units Scale Factor Converg.
 AG9957;SPC TXSC     - 4,222,859.602   673,325.426   MT  0.99990229   +0 22 18.4
 AG9957;SPC TXSC     -13,854,498.54  2,209,068.50   sFT  0.99990229   +0 22 18.4
 AG9957;UTM  14      - 3,301,525.137   573,304.862   MT  0.99966630   +0 22 39.4
 AG9957
 AG9957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9957!SPC TXSC     -   0.99994174  x   0.99990229  =   0.99984403
 AG9957!UTM  14      -   0.99994174  x   0.99966630  =   0.99960806
 AG9957
 AG9957                          SUPERSEDED SURVEY CONTROL
 AG9957
 AG9957.No superseded survey control is available for this station.
 AG9957
 AG9957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU7330501525(NAD 83)
 AG9957_MARKER: DS = TRIANGULATION STATION DISK
 AG9957
 AG9957  HISTORY     - Date     Condition        Report By
 AG9957  HISTORY     - 1963     MONUMENTED       USGS
 AG9957  HISTORY     - 20020928 GOOD             USPSQD
 AG9957
 AG9957                          STATION DESCRIPTION
 AG9957
 AG9957'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AG9957'LOCATED ABOUT 13 MI. (AIRLINE) NW. OF NEW BRAUNFELS, TEXAS, ABOUT 21
 AG9957'MI. (AIRLINE) SE. OF BLANCO, TEXAS, ABOUT 3 MI. SW. OF THE NEW DAM
 AG9957'OVER GUADALUPE RIVER ON THE N. END OF A HIGH OPEN RIDGE OVERLOOKING
 AG9957'THE GUADALUPE RIVER.
 AG9957'TO REACH THE STATION FROM THE POST OFFICE AT BLANCO, TEXAS, DRIVE 15.5
 AG9957'MI. S. ALONG U.S. HIGHWAY 281 TO SPRING BRANCH, TURN LEFT ON TO FARM
 AG9957'TO MARKET ROAD 311 AND GO 6.7 MI. TO A T-JUNCTION, TURN LEFT (E.) AND
 AG9957'CONTINUE 2.5 MI. TO ANOTHER T-JUNCTION, TURN LEFT (N.) AND GO 3.1 MI.
 AG9957'TO A Y-JUNCTION, TURN RIGHT AND CONTINUE ALONG THE WINDING RD. 2.2 MI.
 AG9957'TO A T-JUNCTION, CONTINUE E. ALONG THE PAVED RD. (NOW UNDER
 AG9957'IMPROVEMENT) 1.1 MI. TO SIDE RD. ON THE N. SIDE LEADING TO G. T. RUST
 AG9957'PROPERTY, PASS THROUGH THE GATE AND GO 0.6 MI. TAKING THE LEFT FORKS
 AG9957'OF THE RANCH RDS. TO THE BASE OF THE HIGH RIDGE ON THE W. SIDE, END OF
 AG9957'TRUCK TRAVEL, PACK W. UP THE STEEP SLOPE TO THE N. END OF THE OPEN
 AG9957'RIDGE AND STATION, 10 MINUTE PACK.
 AG9957'STATION MARK--STANDARD TABLET STAMPED---GUADALUPE-ET 1963---, CEMENTED
 AG9957'IN DRILL HOLE ON TOP OF BOULDER FLUSH WITH THE GROUND.
 AG9957
 AG9957                          STATION RECOVERY (2002)
 AG9957
 AG9957'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AG9957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0988 ***********************************************************************
 CD0988  DESIGNATION -  GUADALUPE PEAK CAIRN
 CD0988  PID         -  CD0988
 CD0988  STATE/COUNTY-  TX/CULBERSON
 CD0988  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0988
 CD0988                         *CURRENT SURVEY CONTROL
 CD0988  ___________________________________________________________________
 CD0988* NAD 83(1993)-  31 53 29.79698(N)    104 51 38.11979(W)     ADJUSTED  
 CD0988* NAVD 88     -                                                        
 CD0988  ___________________________________________________________________
 CD0988  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 CD0988  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 CD0988
 CD0988  HORZ ORDER  -  THIRD
 CD0988
 CD0988.The horizontal coordinates were established by classical geodetic methods
 CD0988.and adjusted by the National Geodetic Survey in February 1996..
 CD0988
 CD0988
 CD0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0988
 CD0988.The geoid height was determined by GEOID03.
 CD0988
 CD0988;                    North         East     Units Scale Factor Converg.
 CD0988;SPC TX C     - 3,255,372.246   271,820.178   MT  1.00000223   -2 19 54.5
 CD0988;SPC TX C     -10,680,333.78    891,796.70   sFT  1.00000223   -2 19 54.5
 CD0988;SPC NM E     -    98,971.480   115,123.671   MT  0.99993976   -0 16 42.8
 CD0988;SPC NM E     -   324,708.93    377,701.58   sFT  0.99993976   -0 16 42.8
 CD0988;SPC NM C     -    99,691.389   631,436.632   MT  1.00011299   +0 44 02.9
 CD0988;SPC NM C     -   327,070.83  2,071,638.35   sFT  1.00011299   +0 44 02.9
 CD0988;UTM  13      - 3,528,430.086   513,183.603   MT  0.99960214   +0 04 25.2
 CD0988
 CD0988                          SUPERSEDED SURVEY CONTROL
 CD0988
 CD0988  NAD 83(1993)-  31 53 29.80142(N)    104 51 38.11494(W) AD(       ) 4
 CD0988  NAD 83(1986)-  31 53 29.80170(N)    104 51 38.11310(W) AD(       ) 4
 CD0988  NAD 27      -  31 53 29.40700(N)    104 51 36.29700(W) AD(       ) 3
 CD0988
 CD0988.Superseded values are not recommended for survey control.
 CD0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0988.See file dsdata.txt to determine how the superseded data were derived.
 CD0988
 CD0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER1318428430(NAD 83)
 CD0988_MARKER: 72 = CAIRN
 CD0988
 CD0988  HISTORY     - Date     Condition        Report By
 CD0988  HISTORY     - 1934     FIRST OBSERVED   CGS
 CD0988  HISTORY     - 20050726 MARK NOT FOUND   INDIV
 CD0988
 CD0988                          STATION DESCRIPTION
 CD0988
 CD0988'DESCRIBED BY INDIVIDUAL CONTRIBUTORS 2005 (TAR)
 CD0988'SEARCHED FOR CAIRN USING CD0994 REMOVED MARK LOCATION AS REFERENCE AND
 CD0988'FOUND NO EVIDENCE OF STONE PILE.  THERE IS AN ALUMINUM PYRAMID AT THE
 CD0988'HIGHEST POINT AND IT MAY HAVE BEEN SET ON THE CAIRN LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1190 ***********************************************************************
 CA1190  DESIGNATION -  GUARD
 CA1190  PID         -  CA1190
 CA1190  STATE/COUNTY-  TX/RUNNELS
 CA1190  USGS QUAD   -  BENOIT (1967)
 CA1190
 CA1190                         *CURRENT SURVEY CONTROL
 CA1190  ___________________________________________________________________
 CA1190* NAD 83(1993)-  31 45 55.00620(N)    099 52 08.18374(W)     ADJUSTED  
 CA1190* NAVD 88     -       539.0    (meters)    1768.     (feet)  VERTCON   
 CA1190  ___________________________________________________________________
 CA1190  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CA1190  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 CA1190
 CA1190  HORZ ORDER  -  SECOND
 CA1190
 CA1190.The horizontal coordinates were established by classical geodetic methods
 CA1190.and adjusted by the National Geodetic Survey in February 1996..
 CA1190
 CA1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1190
 CA1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1190
 CA1190.The geoid height was determined by GEOID03.
 CA1190
 CA1190;                    North         East     Units Scale Factor Converg.
 CA1190;SPC TX C     - 3,232,742.073   743,991.984   MT  0.99997042   +0 14 21.1
 CA1190;SPC TX C     -10,606,087.95  2,440,913.70   sFT  0.99997042   +0 14 21.1
 CA1190;UTM  14      - 3,514,747.676   417,714.162   MT  0.99968351   -0 27 26.9
 CA1190
 CA1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1190!SPC TX C     -   0.99991933  x   0.99997042  =   0.99988976
 CA1190!UTM  14      -   0.99991933  x   0.99968351  =   0.99960287
 CA1190
 CA1190:                Primary Azimuth Mark                     Grid Az
 CA1190:SPC TX C     -  BUTTER                                   156 19 52.8
 CA1190:UTM  14      -  BUTTER                                   157 01 40.8
 CA1190
 CA1190|---------------------------------------------------------------------|
 CA1190| PID    Reference Object                     Distance      Geod. Az  |
 CA1190|                                                           dddmmss.s |
 CA1190| CA1172 BUTTER                              APPROX. 3.6 KM 1563413.9 |
 CA1190| CV4178 GUARD RM 1                           30.606 METERS 17204     |
 CA1190| CV4179 GUARD RM 2                           26.496 METERS 25320     |
 CA1190| CA1178 BALLINGER TALLEST WATER TOWER       APPROX. 8.0 KM 2550023.5 |
 CA1190|---------------------------------------------------------------------|
 CA1190
 CA1190                          SUPERSEDED SURVEY CONTROL
 CA1190
 CA1190  NAD 83(1986)-  31 45 55.01334(N)    099 52 08.16961(W) AD(       ) 2
 CA1190  NAD 27      -  31 45 54.47444(N)    099 52 06.85597(W) AD(       ) 2
 CA1190  NGVD 29 (07/19/86)  538.9    (m)         1768.     (f) VERT ANG       
 CA1190
 CA1190.Superseded values are not recommended for survey control.
 CA1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1190.See file dsdata.txt to determine how the superseded data were derived.
 CA1190
 CA1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA1771414748(NAD 83)
 CA1190_MARKER: DD = SURVEY DISK
 CA1190_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1190+WITH SETTING: INFORMATION.
 CA1190_SP_SET: PREFABRICATED CONCRETE POST
 CA1190
 CA1190  HISTORY     - Date     Condition        Report By
 CA1190  HISTORY     - 1967     MONUMENTED       USGS
 CA1190
 CA1190                          STATION DESCRIPTION
 CA1190
 CA1190'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IB)
 CA1190'THE STATION IS LOCATED ABOUT 1.7 MILES NORTH AND 4.7 MILES
 CA1190'EAST OF BALLINGER.  0.5 MILE EAST ALONG U.S. HIGHWAY 67,
 CA1190'FROM GRAVELED CROSS-ROAD.  66 FEET SOUTHEAST OF THE CENTER LINE
 CA1190'OF HIGHWAY.  34 FEET SOUTHWEST OF A RANCH ROAD AND CATTLEGUARD.
 CA1190'5 FEET SOUTHEAST AND 6 FEET SOUTHWEST OF A FENCE CORNER AND
 CA1190'WITNESS SIGN.
 CA1190'
 CA1190'TO REACH THE STATION FROM THE BALLINGER COURTHOUSE, PROCEED
 CA1190'5.0 MILES EAST ALONG U.S. HIGHWAY 67 TO RANCH ROAD AND CATTLEGUARD
 CA1190'ON THE RIGHT.  STATION IS SOUTHWEST OF FENCE CORNER AND
 CA1190'CATTLEGUARD.
 CA1190'
 CA1190'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1190'STEEL ROD AND DRIVEN TO POINT OF REFUSAL (5.0 FEET), CENTERED
 CA1190'IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED
 CA1190'WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND
 CA1190'STAMPED GUARD ET 1967.
 CA1190'
 CA1190'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1190'CRIMPED TO A COPPER COATED STEEL ROD AND DRIVEN TO POINT
 CA1190'OF REFUSAL (7.0 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC
 CA1190'CASING 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS
 CA1190'SET FLUSH WITH THE GROUND AND STAMPED GUARD ET 1967 NO. 1.
 CA1190'
 CA1190'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1190'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF REFUSAL
 CA1190'(6.5 FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12
 CA1190'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH
 CA1190'WITH THE GROUND AND STAMPED GUARD ET 1967 NO. 2.
 CA1190'
 CA1190'DISTANCE BETWEEN REFERENCE MARKS IS 122.45 FEET (37.326 METERS).
 CA1190'
 CA1190'STATION BUTTER ET, 2.2 MILES SOUTH-SOUTHEAST, IS VISIBLE
 CA1190'FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2062 ***********************************************************************
 FL2062  DESIGNATION -  GUARD
 FL2062  PID         -  FL2062
 FL2062  STATE/COUNTY-  TX/ROBERTS
 FL2062  USGS QUAD   -  DRY CREEK SOUTH (1971)
 FL2062
 FL2062                         *CURRENT SURVEY CONTROL
 FL2062  ___________________________________________________________________
 FL2062* NAD 83(1993)-  35 48 17.94920(N)    100 55 19.69408(W)     ADJUSTED  
 FL2062* NAVD 88     -       924.     (meters)    3031.     (feet)  SCALED    
 FL2062  ___________________________________________________________________
 FL2062  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 FL2062  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FL2062
 FL2062  HORZ ORDER  -  THIRD
 FL2062
 FL2062.The horizontal coordinates were established by classical geodetic methods
 FL2062.and adjusted by the National Geodetic Survey in February 1996..
 FL2062
 FL2062.The orthometric height was scaled from a topographic map.
 FL2062
 FL2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2062
 FL2062.The geoid height was determined by GEOID03.
 FL2062
 FL2062;                    North         East     Units Scale Factor Converg.
 FL2062;SPC TX N     - 1,200,394.033   252,226.448   MT  0.99993363   +0 20 05.6
 FL2062;SPC TX N     - 3,938,292.76    827,512.94   sFT  0.99993363   +0 20 05.6
 FL2062;UTM  14      - 3,964,023.548   326,326.463   MT  0.99997168   -1 07 29.2
 FL2062
 FL2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2062!SPC TX N     -   0.99985921  x   0.99993363  =   0.99979284
 FL2062!UTM  14      -   0.99985921  x   0.99997168  =   0.99983089
 FL2062
 FL2062|---------------------------------------------------------------------|
 FL2062| PID    Reference Object                     Distance      Geod. Az  |
 FL2062|                                                           dddmmss.s |
 FL2062| CK9777 GUARD RM 1                            6.480 METERS 04144     |
 FL2062| CK9778 GUARD RM 2                            6.738 METERS 20834     |
 FL2062| CK9776 GUARD AZ MK                                        2162058.8 |
 FL2062|---------------------------------------------------------------------|
 FL2062
 FL2062                          SUPERSEDED SURVEY CONTROL
 FL2062
 FL2062  NAD 83(1993)-  35 48 17.94987(N)    100 55 19.69336(W) AD(       ) 3
 FL2062  NAD 83(1986)-  35 48 17.95558(N)    100 55 19.68242(W) AD(       ) 3
 FL2062  NAD 27      -  35 48 17.80700(N)    100 55 18.15000(W) AD(       ) 3
 FL2062
 FL2062.Superseded values are not recommended for survey control.
 FL2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2062.See file dsdata.txt to determine how the superseded data were derived.
 FL2062
 FL2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2632664024(NAD 83)
 FL2062_MARKER: DS = TRIANGULATION STATION DISK
 FL2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2062
 FL2062  HISTORY     - Date     Condition        Report By
 FL2062  HISTORY     - 1951     MONUMENTED       CGS
 FL2062  HISTORY     - 20030417 MARK NOT FOUND   NGS
 FL2062
 FL2062                          STATION DESCRIPTION
 FL2062
 FL2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2062'THE STATION IS LOCATED ABOUT 19 MILES NORTH OF PAMPA, 0.5 MILE
 FL2062'NORTHEAST OF THE ENTRANCE TO WILEY REYNOLDS RANCH, 57 FEET
 FL2062'SOUTHEAST OF THE APPROXIMATE CENTER OF STATE ROUTE 70, 8 FEET
 FL2062'WEST OF A WITNESS POST, 4 FEET NORTHWEST OF A FENCE LINE, AND
 FL2062'ON THE TOP OF A ROAD CUT.
 FL2062'
 FL2062'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 70 AND
 FL2062'152 AT THE NORTHWEST EDGE OF PAMPA.  GO NORTH ON STATE ROUTE
 FL2062'70 FOR 17.6 MILES TO THE ENTRANCE OF WILEY REYNOLDS RANCH AND
 FL2062'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST FOR 0.5 MILE TO
 FL2062'THE STATION ON THE RIGHT.
 FL2062'
 FL2062'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL2062'POSTS.
 FL2062'
 FL2062'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 FL2062'GUARD 1951.
 FL2062'
 FL2062'REFERENCE MARK NO. 1 IS 59 FEET SOUTHEAST OF THE APPROXIMATE
 FL2062'CENTER OF STATE ROUTE 70 AND 2 FEET NORTHWEST OF A FENCE LINE.
 FL2062'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED GUARD NO 1
 FL2062'1951.
 FL2062'
 FL2062'REFERENCE MARK NO. 2 IS 59 FEET SOUTHEAST OF THE APPROXIMATE
 FL2062'CENTER OF STATE ROUTE 70 AND 2 FEET NORTHWEST OF A FENCE LINE.
 FL2062'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED GUARD NO
 FL2062'2 1951.
 FL2062'
 FL2062'THE AZIMUTH MARK IS 58 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 FL2062'ROUTE 70, 17 FEET SOUTH OF A CATTLE GUARD AND THE ENTRANCE TO
 FL2062'WILEY REYNOLDS RANCH, 3-1/2 FEET NORTH OF A WITNESS POST, AND
 FL2062'2 FEET EAST OF A FENCE LINE.  THE MARK PROJECTS 5 INCHES,
 FL2062'AND THE DISK IS STAMPED GUARD 1951.
 FL2062
 FL2062                          STATION RECOVERY (2003)
 FL2062
 FL2062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DB)
 FL2062'THIS REPORT IS TO SPECIFICALLY NOTE THAT THE AZIMUTH MARK IS
 FL2062'DESTROYED.  REPORTED BY HELEN CRAIN TXDOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1490 ***********************************************************************
 AH1490  DESIGNATION -  GUAYACAN WINDMILL
 AH1490  PID         -  AH1490
 AH1490  STATE/COUNTY-  TX/KLEBERG
 AH1490  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH1490
 AH1490                         *CURRENT SURVEY CONTROL
 AH1490  ___________________________________________________________________
 AH1490* NAD 83(1993)-  27 27 26.63970(N)    097 36 18.17293(W)     ADJUSTED  
 AH1490* NAVD 88     -                                                        
 AH1490  ___________________________________________________________________
 AH1490  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AH1490  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AH1490
 AH1490  HORZ ORDER  -  THIRD
 AH1490
 AH1490.The horizontal coordinates were established by classical geodetic methods
 AH1490.and adjusted by the National Geodetic Survey in February 1996..
 AH1490
 AH1490
 AH1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1490
 AH1490.The geoid height was determined by GEOID03.
 AH1490
 AH1490;                    North         East     Units Scale Factor Converg.
 AH1490;SPC TX S     - 5,198,713.945   388,458.885   MT  0.99992639   +0 24 22.7
 AH1490;SPC TX S     -17,056,114.00  1,274,468.86   sFT  0.99992639   +0 24 22.7
 AH1490;UTM  14      - 3,037,871.953   637,843.944   MT  0.99983455   +0 38 35.9
 AH1490
 AH1490                          SUPERSEDED SURVEY CONTROL
 AH1490
 AH1490  NAD 83(1986)-  27 27 26.65096(N)    097 36 18.14818(W) AD(       ) 4
 AH1490  NAD 27      -  27 27 25.51900(N)    097 36 17.16500(W) AD(       ) 3
 AH1490
 AH1490.Superseded values are not recommended for survey control.
 AH1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1490.See file dsdata.txt to determine how the superseded data were derived.
 AH1490
 AH1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3784437872(NAD 83)
 AH1490_MARKER: 66 = WINDMILL
 AH1490
 AH1490  HISTORY     - Date     Condition        Report By
 AH1490  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1490
 AH1490                          STATION DESCRIPTION
 AH1490
 AH1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1490'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 8 MILES SW OF
 AH1490'LAURELES, ABOUT 4 MILES NORTH OF JABONCILLOS CAMP, ABOUT 2.5
 AH1490'MILES WEST OF NAVY LANDING FIELD NO. 15 (ABANDONED), 52 FT.
 AH1490'NORTH OF AN EARTHEN WATER RESERVOIR, 48 FT. WEST OF A N-S
 AH1490'FENCE, AND 17 FT. SW OF A CONCRETE WATER TANK 6 FT. HIGH.
 AH1490'
 AH1490'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT 30 FT. HIGH.
 AH1490'
 AH1490'(THE NAME GUAYACAN IS SAID TO MEAN A KIND OF TREE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1423 ***********************************************************************
 AE1423  DESIGNATION -  GUERRA
 AE1423  PID         -  AE1423
 AE1423  STATE/COUNTY-  TX/HIDALGO
 AE1423  USGS QUAD   -  LINN (1982)
 AE1423
 AE1423                         *CURRENT SURVEY CONTROL
 AE1423  ___________________________________________________________________
 AE1423* NAD 83(1993)-  26 35 29.89260(N)    098 06 04.55585(W)     ADJUSTED  
 AE1423* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AE1423  ___________________________________________________________________
 AE1423  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AE1423  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AE1423
 AE1423  HORZ ORDER  -  SECOND
 AE1423
 AE1423.The horizontal coordinates were established by classical geodetic methods
 AE1423.and adjusted by the National Geodetic Survey in February 1996..
 AE1423
 AE1423.The orthometric height was scaled from a topographic map.
 AE1423
 AE1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1423
 AE1423.The geoid height was determined by GEOID03.
 AE1423
 AE1423;                    North         East     Units Scale Factor Converg.
 AE1423;SPC TX S     - 5,102,542.264   339,715.063   MT  0.99992015   +0 10 51.7
 AE1423;SPC TX S     -16,740,590.74  1,114,548.50   sFT  0.99992015   +0 10 51.7
 AE1423;UTM  14      - 2,941,520.764   589,490.155   MT  0.99969887   +0 24 08.4
 AE1423
 AE1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1423!SPC TX S     -   1.00000021  x   0.99992015  =   0.99992036
 AE1423!UTM  14      -   1.00000021  x   0.99969887  =   0.99969908
 AE1423
 AE1423|---------------------------------------------------------------------|
 AE1423| PID    Reference Object                     Distance      Geod. Az  |
 AE1423|                                                           dddmmss.s |
 AE1423| CV3263 GUERRA RM 1                          33.132 METERS 08721     |
 AE1423| CV3264 GUERRA RM 2                          66.014 METERS 16700     |
 AE1423| AE1425 LINN SW BELL TEL MICROWAVE TWR      APPROX. 4.7 KM 1901802.5 |
 AE1423| AE1422 LINN GUERRA BROS GRAIN ELEV         APPROX. 4.0 KM 2130850.6 |
 AE1423| CV3262 GUERRA AZ MK                                       2785354.4 |
 AE1423| AE1424 LINN SW BELL TEL RADIO MAST         APPROX. 2.8 KM 3295831.7 |
 AE1423|---------------------------------------------------------------------|
 AE1423
 AE1423                          SUPERSEDED SURVEY CONTROL
 AE1423
 AE1423  NAD 83(1986)-  26 35 29.89937(N)    098 06 04.52206(W) AD(       ) 2
 AE1423  NAD 27      -  26 35 28.67600(N)    098 06 03.50240(W) AD(       ) 2
 AE1423
 AE1423.Superseded values are not recommended for survey control.
 AE1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1423.See file dsdata.txt to determine how the superseded data were derived.
 AE1423
 AE1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8949041521(NAD 83)
 AE1423_MARKER: DS = TRIANGULATION STATION DISK
 AE1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1423
 AE1423  HISTORY     - Date     Condition        Report By
 AE1423  HISTORY     - 1961     MONUMENTED       CGS
 AE1423  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 AE1423
 AE1423                          STATION DESCRIPTION
 AE1423
 AE1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1423'THE STATION IS APPROXIMATELY 20-1/2 MILES SOUTH OF RACHAL,
 AE1423'12 MILES NORTHWEST OF HARGILL, 2-1/4 MILES NORTHEAST OF
 AE1423'SAN MANUEL, ON PROPERTY OWNED BY MR. D.V. GUERRA.
 AE1423'
 AE1423'TO REACH THE STATION FROM THE POST OFFICE IN LINN, GO NORTH
 AE1423'ON U.S. HIGHWAY 281 FOR 2.1 MILES TO AN ALUMINUM GATE AND
 AE1423'SIGN 96 ON THE RIGHT.  TURN RIGHT PASS THROUGH THE GATE
 AE1423'AND GO EAST ON A CALICHE ROAD FOR 0.6 MILE TO AN ALUMINUM
 AE1423'GATE AND THE AZIMUTH MARK ON THE RIGHT JUST EAST OF A SMALL
 AE1423'METAL BUILDING.  CONTINUE EAST ON THE CALICHE ROAD FOR 0.4
 AE1423'MILE TO THE STATION ON THE LEFT, JUST EAST OF A WINDMILL.
 AE1423'
 AE1423'STATION MARKS ARE STANDARD DISKS STAMPED GUERRA 1961.  THE
 AE1423'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 AE1423'SURFACE OF THE GROUND.  IT IS 19 FEET SOUTHEAST OF THE EAST
 AE1423'ONE OF THREE LARGE FENCE POSTS, 16 FEET WEST OF A LONE 6-INCH
 AE1423'TREE, 15 FEET NORTH OF THE CENTER OF A DIM TRACK ROAD LEADING
 AE1423'EAST AND 10.9 FEET SOUTH OF A METAL WITNESS POST SET IN THE
 AE1423'FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AE1423'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1423'
 AE1423'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GUERRA NO 1 1961,
 AE1423'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AE1423'IT IS 21 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 1
 AE1423'FOOT SOUTH OF A FENCE.
 AE1423'
 AE1423'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GUERRA NO 2 1961,
 AE1423'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AE1423'IT IS 59 FEET EAST OF A FENCE CORNER, 44 FEET NORTHEAST
 AE1423'OF THE NORTH CORNER OF A SMALL METAL BUILDING AND 1 FOOT
 AE1423'NORTH OF A FENCE.
 AE1423'
 AE1423'AZIMUTH MARK IS A STANDARD DISK STAMPED GUERRA 1961, SET IN
 AE1423'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 17
 AE1423'FEET SOUTH OF THE CENTER OF THE CALICHE ROAD, 11 FEET NORTH
 AE1423'OF A T-FENCE CORNER, 2.1 FEET SOUTH OF A METAL WITNESS POST
 AE1423'AND 1 FOOT EAST OF A FENCE.
 AE1423'
 AE1423'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1423'
 AE1423'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 AE1423
 AE1423                          STATION RECOVERY (2003)
 AE1423
 AE1423'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 AE1423'PP MISSING UTILITIES NOW UNDERGROUND NEW GRADING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0950 ***********************************************************************
 AY0950  DESIGNATION -  GUILBEAU
 AY0950  PID         -  AY0950
 AY0950  STATE/COUNTY-  TX/BEXAR
 AY0950  USGS QUAD   -  HELOTES (1992)
 AY0950
 AY0950                         *CURRENT SURVEY CONTROL
 AY0950  ___________________________________________________________________
 AY0950* NAD 83(1993)-  29 31 08.12250(N)    098 39 45.35905(W)     ADJUSTED  
 AY0950* NAVD 88     -       296.611  (meters)     973.13   (feet)  POSTED    
 AY0950  ___________________________________________________________________
 AY0950  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AY0950  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AY0950  DYNAMIC HT  -         296.180 (meters)     971.72  (feet)  COMP
 AY0950  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 AY0950
 AY0950  HORZ ORDER  -  FIRST
 AY0950  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0950
 AY0950.The horizontal coordinates were established by classical geodetic methods
 AY0950.and adjusted by the National Geodetic Survey in February 1996..
 AY0950
 AY0950.The orthometric height was determined by differential leveling
 AY0950.and adjusted by the National Geodetic Survey in 1992..
 AY0950.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0950.rate of 0.0 thru 1.0 mm/km.
 AY0950
 AY0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0950
 AY0950.The geoid height was determined by GEOID03.
 AY0950
 AY0950.The dynamic height is computed by dividing the NAVD 88
 AY0950.geopotential number by the normal gravity value computed on the
 AY0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0950.degrees latitude (g = 980.6199 gals.).
 AY0950
 AY0950.The modeled gravity was interpolated from observed gravity values.
 AY0950
 AY0950;                    North         East     Units Scale Factor Converg.
 AY0950;SPC TXSC     - 4,186,855.254   632,706.016   MT  0.99986838   +0 09 55.1
 AY0950;SPC TXSC     -13,736,374.28  2,075,802.99   sFT  0.99986838   +0 09 55.1
 AY0950;UTM  14      - 3,265,527.492   532,697.380   MT  0.99961319   +0 09 58.5
 AY0950
 AY0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0950!SPC TXSC     -   0.99995733  x   0.99986838  =   0.99982571
 AY0950!UTM  14      -   0.99995733  x   0.99961319  =   0.99957053
 AY0950
 AY0950:                Primary Azimuth Mark                     Grid Az
 AY0950:SPC TXSC     -  SHAVANO PARK STANDPIPE                   052 16 22.8
 AY0950:UTM  14      -  SHAVANO PARK STANDPIPE                   052 16 19.4
 AY0950
 AY0950|---------------------------------------------------------------------|
 AY0950| PID    Reference Object                     Distance      Geod. Az  |
 AY0950|                                                           dddmmss.s |
 AY0950| AY1962 SHAVANO PARK STANDPIPE              APPROX.13.3 KM 0522617.9 |
 AY0950| AY0953 GUILBEAU AZ                                        0873132.3 |
 AY0950| AY1913 SAN ANTONIO DREAM HILL EST TK       APPROX. 7.9 KM 1053052.1 |
 AY0950| AY1914 SAN ANTONIO JOHN F CAMP TANK        APPROX. 9.9 KM 1062910.5 |
 AY0950| AY0951 GUILBEAU RM 1                        22.218 METERS 15230     |
 AY0950| AY0952 GUILBEAU RM 2                        22.910 METERS 31243     |
 AY0950|---------------------------------------------------------------------|
 AY0950
 AY0950                          SUPERSEDED SURVEY CONTROL
 AY0950
 AY0950  NAD 83(1986)-  29 31 08.12686(N)    098 39 45.34174(W) AD(       ) 1
 AY0950  NAD 27      -  29 31 07.29900(N)    098 39 44.26300(W) AD(       ) 1
 AY0950  NGVD 29 (??/??/92)  296.492  (m)          972.74   (f) ADJ UNCH    1 2
 AY0950
 AY0950.Superseded values are not recommended for survey control.
 AY0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0950.See file dsdata.txt to determine how the superseded data were derived.
 AY0950
 AY0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT3269765527(NAD 83)
 AY0950_MARKER: DS = TRIANGULATION STATION DISK
 AY0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0950_STAMPING: GUILBEAU 1953
 AY0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0950+STABILITY: SURFACE MOTION
 AY0950
 AY0950  HISTORY     - Date     Condition        Report By
 AY0950  HISTORY     - 1953     MONUMENTED       CGS
 AY0950  HISTORY     - 1953     GOOD             AMS
 AY0950  HISTORY     - 1953     GOOD             CGS
 AY0950  HISTORY     - 1974     GOOD             LOCENG
 AY0950  HISTORY     - 19950608 GOOD             USPSQD
 AY0950
 AY0950                          STATION DESCRIPTION
 AY0950
 AY0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0950'THE STATION IS LOCATED ON A BRUSH COVERED KNOLL ABOUT 12 MILES
 AY0950'NORTHWEST OF THE CENTER OF SAN ANTONIO, 1.5 MILES SOUTHWEST
 AY0950'OF STATE HIGHWAY 16, AT THE JUNCTION OF TEZEL AND GUILBEAU
 AY0950'ROADS, AND ON PROPERTY OWNED BY MRS. NANCY B. CREAMER.
 AY0950'
 AY0950'REACHED FROM THE JUNCTION OF LOOP 13 AND U.S. HIGHWAY 90,
 AY0950'WHICH IS ABOUT 8.5 MILES WEST-SOUTHWEST OF THE CENTER OF SAN
 AY0950'ANTONIO, BY GOING EAST ON HIGHWAY 90 FOR 1.9 MILES TO CALLAGHAN
 AY0950'ROAD TO THE LEFT.  TURN LEFT AND GO 2.3 MILES TO THE JUNCTION OF
 AY0950'CALLAGHAN ROAD AND CULEBRA ROAD.  TURN LEFT WEST, ON CULEBRA
 AY0950'ROAD AND GO 2.0 MILES TO A CROSS ROAD JUST AFTER CROSSING
 AY0950'A BRIDGE.  CONTINUE STRAIGHT AHEAD ON CULEBRA ROAD FOR 3.0
 AY0950'MILES TO A SIGN TEZEL ROAD AND A SIDE ROAD RIGHT.  TURN RIGHT
 AY0950'ON TEZEL ROAD AND GO 2.5 MILES TO THE JUNCTION OF TEZEL AND
 AY0950'GUILBEAU ROADS AND THE STATION ON THE LEFT.
 AY0950'
 AY0950'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GUILBEAU
 AY0950'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AY0950'
 AY0950'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0950'STAMPED GUILBEAU 1953 IS 57 FEET WEST OF THE APPROXIMATE CENTER
 AY0950'OF TEZEL ROAD, 37 FEET SOUTHWEST OF A FENCE CORNER, AND 35 FEET
 AY0950'SOUTH OF THE APPROXIMATE CENTER OF GUILBEAU ROAD.  THE MARK IS 6
 AY0950'INCHES BELOW THE GROUND SURFACE.
 AY0950'
 AY0950'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0950'STAMPED GUILBEAU NO 1 1953 IS 67 FEET SOUTH OF THE FENCE CORNER,
 AY0950'24 FEET WEST OF THE APPROXIMATE CENTER OF TEZEL ROAD, AND 2
 AY0950'FEET WEST OF A FENCE.  THE MARK PROJECTS 4 INCHES.
 AY0950'
 AY0950'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0950'STAMPED GUILBEAU NO 2 1953 IS 15 FEET NORTH OF THE APPROXIMATE
 AY0950'CENTER OF GUILBEAU ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 AY0950'PROJECTS 4 INCHES.
 AY0950'
 AY0950'THE AZIMUTH MARK, A STANDARD DISK SET IN A DRILL HOLE IN
 AY0950'BEDROCK, STAMPED GUILBEAU 1953 IS 18 FEET NORTH OF THE APPROXIMATE
 AY0950'CENTER OF GUILBEAU ROAD, 1 FOOT NORTH OF A FENCE, AND 1 FOOT
 AY0950'NORTHEAST OF A WITNESS POST.  THE MARK IS FLUSH WITH THE BEDROCK.
 AY0950'
 AY0950'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY0950
 AY0950                          STATION RECOVERY (1953)
 AY0950
 AY0950'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY0950'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS IN SMALL
 AY0950'CLEARING AT CORNER OF WOODS.  IT IS 35 FEET SOUTH OF THE
 AY0950'CENTERLINE OF E-W ROAD.  IT IS 56 FEET WEST OF THE CENTERLINE OF
 AY0950'N-S ROAD, AND IT IS 63 FEET W-SW OF THE INTERSECTING CENTERLINES
 AY0950'AT T-INTERSECTION OF ROADS.
 AY0950
 AY0950                          STATION RECOVERY (1953)
 AY0950
 AY0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AY0950'5.3 MI NW FROM SAN ANTONIO.
 AY0950'2.9 MILES NORTHWEST ALONG CULEBRA ROAD FROM ITS JUNCTION WITH POTRANCO
 AY0950'ROAD AT SAN ANTONIO, THENCE 2.4 MILES NORTH ALONG TEZEL ROAD, AT A
 AY0950'JUNCTION WITH GUILBEAU ROAD, 57 FEET WEST OF THE CENTER LINE OF TEZEL
 AY0950'ROAD, 35 FEET SOUTH OF THE CENTER LINE OF GUILBEAU ROAD, 35.5 FEET
 AY0950'WEST OF A NORTH AND SOUTH FENCE, 14.7 FEET SOUTH OF AN EAST AND WEST
 AY0950'FENCE, 1 FOOT BELOW THE TOP OF THE GROUND, SET IN THE TOP OF A
 AY0950'CONCRETE POST.
 AY0950
 AY0950                          STATION RECOVERY (1974)
 AY0950
 AY0950'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (PH)
 AY0950'RECOVERED BY SEIDEL LIVESAY AND DAVIS CONSULTING ENGRS.
 AY0950'
 AY0950'GUILBEAU NO 2 1953-TOP OF MONUMENT CUT OFF BY BULLDOZER
 AY0950'DURING COURSE OF LAYING SEWER.  (GUILBEAU ROAD AND TEZEL ROADS
 AY0950'MAY BE WIDENED IN FORSEEABLE FUTURE)
 AY0950
 AY0950                          STATION RECOVERY (1995)
 AY0950
 AY0950'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0953 ***********************************************************************
 AY0953  DESIGNATION -  GUILBEAU AZ
 AY0953  PID         -  AY0953
 AY0953  STATE/COUNTY-  TX/BEXAR
 AY0953  USGS QUAD   -  HELOTES (1992)
 AY0953
 AY0953                         *CURRENT SURVEY CONTROL
 AY0953  ___________________________________________________________________
 AY0953* NAD 83(1986)-  29 31 09.     (N)    098 39 30.     (W)     SCALED    
 AY0953* NAVD 88     -       290.656  (meters)     953.59   (feet)  POSTED    
 AY0953  ___________________________________________________________________
 AY0953  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AY0953  DYNAMIC HT  -         290.230 (meters)     952.20  (feet)  COMP
 AY0953  MODELED GRAV-     979,172.1   (mgal)                       NAVD 88
 AY0953
 AY0953  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0953
 AY0953.The horizontal coordinates were scaled from a topographic map and have
 AY0953.an estimated accuracy of +/- 6 seconds.
 AY0953
 AY0953.The orthometric height was determined by differential leveling
 AY0953.and adjusted by the National Geodetic Survey in 1992..
 AY0953.No vertical observational check was made to the station.
 AY0953.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0953.was located on a no-check spur therefore a value was not computed.
 AY0953
 AY0953.The geoid height was determined by GEOID03.
 AY0953
 AY0953.The dynamic height is computed by dividing the NAVD 88
 AY0953.geopotential number by the normal gravity value computed on the
 AY0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0953.degrees latitude (g = 980.6199 gals.).
 AY0953
 AY0953.The modeled gravity was interpolated from observed gravity values.
 AY0953
 AY0953;                    North         East    Units  Estimated Accuracy
 AY0953;SPC TXSC     - 4,186,880.      633,120.      MT  (+/- 180 meters Scaled)
 AY0953
 AY0953                          SUPERSEDED SURVEY CONTROL
 AY0953
 AY0953  NGVD 29 (??/??/92)  290.536  (m)          953.20   (f) ADJ UNCH    1 2
 AY0953
 AY0953.Superseded values are not recommended for survey control.
 AY0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0953.See file dsdata.txt to determine how the superseded data were derived.
 AY0953
 AY0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT331655(NAD 83)
 AY0953_MARKER: DZ = AZIMUTH MARK DISK
 AY0953_SETTING: 66 = SET IN ROCK OUTCROP
 AY0953_SP_SET: ROCK OUTCROP
 AY0953_STAMPING: GUILBEAU 1953
 AY0953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0953+STABILITY: POSITION/ELEVATION WELL
 AY0953
 AY0953  HISTORY     - Date     Condition        Report By
 AY0953  HISTORY     - 1953     MONUMENTED       CGS
 AY0953  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0953  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY0953
 AY0953                          STATION DESCRIPTION
 AY0953
 AY0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0953'5.55 MI NW FROM SAN ANTONIO.
 AY0953'2.9 MILES NORTHWEST ALONG CULEBRA ROAD FROM ITS JUNCTION WITH POTRANCO
 AY0953'ROAD AT SAN ANTONIO, THENCE 2.4 MILES NORTH ALONG TEZEL ROAD, THENCE
 AY0953'0.25 MILE EAST ALONG GUILBEAU ROAD, AT THE TOP OF A SMALL HILL, 18
 AY0953'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A FENCE, 1
 AY0953'FOOT NORTHEAST OF A WITNESS POST, 0.2 FOOT BELOW THE TOP OF THE
 AY0953'GROUND, SET IN THE TOP OF A FLAT ROCK.  0.25 MILE EAST OF
 AY0953'TRIANGULATION STATION GUILBEAU 1953.
 AY0953
 AY0953                          STATION RECOVERY (1966)
 AY0953
 AY0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0953'MARK NOT FOUND.
 AY0953
 AY0953                          STATION RECOVERY (1995)
 AY0953
 AY0953'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0951 ***********************************************************************
 AY0951  DESIGNATION -  GUILBEAU RM 1
 AY0951  PID         -  AY0951
 AY0951  STATE/COUNTY-  TX/BEXAR
 AY0951  USGS QUAD   -  HELOTES (1992)
 AY0951
 AY0951                         *CURRENT SURVEY CONTROL
 AY0951  ___________________________________________________________________
 AY0951* NAD 83(1986)-  29 31 08.     (N)    098 39 45.     (W)     SCALED    
 AY0951* NAVD 88     -       296.535  (meters)     972.88   (feet)  POSTED    
 AY0951  ___________________________________________________________________
 AY0951  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AY0951  DYNAMIC HT  -         296.100 (meters)     971.45  (feet)  COMP
 AY0951  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 AY0951
 AY0951  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0951
 AY0951.The horizontal coordinates were scaled from a topographic map and have
 AY0951.an estimated accuracy of +/- 6 seconds.
 AY0951
 AY0951.The orthometric height was determined by differential leveling
 AY0951.and adjusted by the National Geodetic Survey in 1992..
 AY0951.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0951.rate of 0.0 thru 1.0 mm/km.
 AY0951
 AY0951.The geoid height was determined by GEOID03.
 AY0951
 AY0951.The dynamic height is computed by dividing the NAVD 88
 AY0951.geopotential number by the normal gravity value computed on the
 AY0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0951.degrees latitude (g = 980.6199 gals.).
 AY0951
 AY0951.The modeled gravity was interpolated from observed gravity values.
 AY0951
 AY0951;                    North         East    Units  Estimated Accuracy
 AY0951;SPC TXSC     - 4,186,850.      632,720.      MT  (+/- 180 meters Scaled)
 AY0951
 AY0951                          SUPERSEDED SURVEY CONTROL
 AY0951
 AY0951  NGVD 29 (??/??/92)  296.415  (m)          972.49   (f) ADJ UNCH    1 2
 AY0951
 AY0951.Superseded values are not recommended for survey control.
 AY0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0951.See file dsdata.txt to determine how the superseded data were derived.
 AY0951
 AY0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT327655(NAD 83)
 AY0951_MARKER: DR = REFERENCE MARK DISK
 AY0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0951_STAMPING: GUILBEAU NO 1 1953
 AY0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0951+STABILITY: SURFACE MOTION
 AY0951
 AY0951  HISTORY     - Date     Condition        Report By
 AY0951  HISTORY     - 1953     MONUMENTED       CGS
 AY0951  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY0951
 AY0951                          STATION DESCRIPTION
 AY0951
 AY0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0951'5.3 MI NW FROM SAN ANTONIO.
 AY0951'2.9 MILES NORTHWEST ALONG CULEBRA ROAD FROM ITS JUNCTION WITH POTRANCO
 AY0951'ROAD AT SAN ANTONIO, THENCE 2.4 MILES NORTH ALONG TEZEL ROAD, AT A
 AY0951'JUNCTION WITH GUILBEAU ROAD, 72.9 FEET SOUTHEAST OF TRIANGULATION
 AY0951'STATION GUILBEAU 1953, 24 FEET WEST OF THE CENTER LINE OF TEZEL ROAD,
 AY0951'2 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0951'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0951
 AY0951                          STATION RECOVERY (1995)
 AY0951
 AY0951'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0952 ***********************************************************************
 AY0952  DESIGNATION -  GUILBEAU RM 2
 AY0952  PID         -  AY0952
 AY0952  STATE/COUNTY-  TX/BEXAR
 AY0952  USGS QUAD   -  HELOTES (1992)
 AY0952
 AY0952                         *CURRENT SURVEY CONTROL
 AY0952  ___________________________________________________________________
 AY0952* NAD 83(1986)-  29 31 08.     (N)    098 39 45.     (W)     SCALED    
 AY0952* NAVD 88     -       297.502  (meters)     976.05   (feet)  POSTED    
 AY0952  ___________________________________________________________________
 AY0952  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AY0952  DYNAMIC HT  -         297.070 (meters)     974.64  (feet)  COMP
 AY0952  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 AY0952
 AY0952  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0952
 AY0952.The horizontal coordinates were scaled from a topographic map and have
 AY0952.an estimated accuracy of +/- 6 seconds.
 AY0952
 AY0952.The orthometric height was determined by differential leveling
 AY0952.and adjusted by the National Geodetic Survey in 1992..
 AY0952.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0952.rate of 0.0 thru 1.0 mm/km.
 AY0952
 AY0952.The geoid height was determined by GEOID03.
 AY0952
 AY0952.The dynamic height is computed by dividing the NAVD 88
 AY0952.geopotential number by the normal gravity value computed on the
 AY0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0952.degrees latitude (g = 980.6199 gals.).
 AY0952
 AY0952.The modeled gravity was interpolated from observed gravity values.
 AY0952
 AY0952;                    North         East    Units  Estimated Accuracy
 AY0952;SPC TXSC     - 4,186,850.      632,720.      MT  (+/- 180 meters Scaled)
 AY0952
 AY0952                          SUPERSEDED SURVEY CONTROL
 AY0952
 AY0952  NGVD 29 (??/??/92)  297.382  (m)          975.66   (f) ADJ UNCH    1 2
 AY0952
 AY0952.Superseded values are not recommended for survey control.
 AY0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0952.See file dsdata.txt to determine how the superseded data were derived.
 AY0952
 AY0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT327655(NAD 83)
 AY0952_MARKER: DR = REFERENCE MARK DISK
 AY0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0952_STAMPING: GUILBEAU NO 2 1953
 AY0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0952+STABILITY: SURFACE MOTION
 AY0952
 AY0952  HISTORY     - Date     Condition        Report By
 AY0952  HISTORY     - 1953     MONUMENTED       CGS
 AY0952  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY0952
 AY0952                          STATION DESCRIPTION
 AY0952
 AY0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0952'5.3 MI NW FROM SAN ANTONIO.
 AY0952'2.9 MILES NORTHWEST ALONG CULEBRA ROAD FROM ITS JUNCTION WITH POTRANCO
 AY0952'ROAD AT SAN ANTONIO, THENCE 2.4 MILES NORTH ALONG TEZEL ROAD, AT A
 AY0952'JUNCTION WITH GUILBEAU ROAD, 75.2 FEET NORTHWEST OF TRIANGULATION
 AY0952'STATION GUILBEAU 1953, 18 FEET NORTH OF THE CENTER LINE OF GUILBEAU
 AY0952'ROAD, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0952'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0952
 AY0952                          STATION RECOVERY (1995)
 AY0952
 AY0952'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1254 ***********************************************************************
 CR1254  DESIGNATION -  GUIN
 CR1254  PID         -  CR1254
 CR1254  STATE/COUNTY-  TX/WOOD
 CR1254  USGS QUAD   -  CARTWRIGHT (1976)
 CR1254
 CR1254                         *CURRENT SURVEY CONTROL
 CR1254  ___________________________________________________________________
 CR1254* NAD 83(1993)-  32 45 54.17754(N)    095 22 17.10051(W)     ADJUSTED  
 CR1254* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 CR1254  ___________________________________________________________________
 CR1254  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CR1254  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CR1254
 CR1254  HORZ ORDER  -  SECOND
 CR1254
 CR1254.The horizontal coordinates were established by classical geodetic methods
 CR1254.and adjusted by the National Geodetic Survey in February 1996..
 CR1254
 CR1254.The orthometric height was scaled from a topographic map.
 CR1254
 CR1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1254
 CR1254.The geoid height was determined by GEOID03.
 CR1254
 CR1254;                    North         East     Units Scale Factor Converg.
 CR1254;SPC TXNC     - 2,126,163.770   893,071.598   MT  0.99988506   +1 42 22.7
 CR1254;SPC TXNC     - 6,975,588.97  2,930,019.07   sFT  0.99988506   +1 42 22.7
 CR1254;UTM  15      - 3,627,729.559   277,860.368   MT  1.00020850   -1 17 02.1
 CR1254
 CR1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1254!SPC TXNC     -   0.99997588  x   0.99988506  =   0.99986094
 CR1254!UTM  15      -   0.99997588  x   1.00020850  =   1.00018438
 CR1254
 CR1254|---------------------------------------------------------------------|
 CR1254| PID    Reference Object                     Distance      Geod. Az  |
 CR1254|                                                           dddmmss.s |
 CR1254| CY2030 GUIN RM 1                            16.452 METERS 01350     |
 CR1254| CY2029 GUIN AZ MK                                         0253405.0 |
 CR1254| CY2031 GUIN RM 2                            14.942 METERS 26412     |
 CR1254| CR1257 QUITMAN MUNICIPAL TANK              APPROX. 8.0 KM 2991612.7 |
 CR1254| CR1256 QUITMAN SERV PLINE CO RAD MAST      APPROX.13.3 KM 3041018.2 |
 CR1254|---------------------------------------------------------------------|
 CR1254
 CR1254                          SUPERSEDED SURVEY CONTROL
 CR1254
 CR1254  NAD 83(1993)-  32 45 54.18324(N)    095 22 17.08970(W) AD(       ) 2
 CR1254  NAD 83(1986)-  32 45 54.18344(N)    095 22 17.08681(W) AD(       ) 2
 CR1254  NAD 27      -  32 45 53.72200(N)    095 22 16.26300(W) AD(       ) 2
 CR1254
 CR1254.Superseded values are not recommended for survey control.
 CR1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1254.See file dsdata.txt to determine how the superseded data were derived.
 CR1254
 CR1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS7786027730(NAD 83)
 CR1254_MARKER: DS = TRIANGULATION STATION DISK
 CR1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1254
 CR1254  HISTORY     - Date     Condition        Report By
 CR1254  HISTORY     - 1957     MONUMENTED       CGS
 CR1254  HISTORY     - 19950826 GOOD             USPSQD
 CR1254  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 CR1254
 CR1254                          STATION DESCRIPTION
 CR1254
 CR1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1254'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF QUITMAN
 CR1254'ON A TIMBERED KNOLL, 48 FEET SOUTH-SOUTHEAST OF A 12-INCH
 CR1254'PINE TREE AND 3 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 CR1254'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED GUIN
 CR1254'1957.
 CR1254'
 CR1254'REFERENCE MARK NO. 1 IS 6 FEET SOUTHEAST OF A 6-INCH TREE.
 CR1254'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 CR1254'OUTCROPPING BEDROCK, PROJECTS 2 INCHES ABOVE THE SURROUNDING
 CR1254'SURFACE AND IS STAMPED GUIN NO 1 1957.
 CR1254'
 CR1254'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 CR1254'HOLE IN OUTCROPPING BEDROCK, PROJECTS 2 INCHES ABOVE THE
 CR1254'SURROUNDING SURFACE AND IS STAMPED GUIN NO 2 1957.
 CR1254'
 CR1254'AZIMUTH MARK IS 44 FEET SOUTHEAST OF THE CENTER OF AN OILED
 CR1254'ROAD, 15 FEET WEST OF A 48-INCH OAK TREE, 9 FEET EAST OF A
 CR1254'TRACK ROAD AND 2 FEET SOUTHEAST OF A WITNESS POST.  THE
 CR1254'MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 CR1254'IS STAMPED GUIN 1957.
 CR1254'
 CR1254'TO REACH THE STATION FROM THE POST OFFICE IN QUITMAN, GO
 CR1254'EAST ON STATE HIGHWAYS NO. 154 AND 37 FOR 0.2 MILE TO JUNCTION,
 CR1254'CONTINUE EAST ON STATE HIGHWAY NO. 154 FOR 4.65 MILES TO A
 CR1254'SIDE ROAD ON THE RIGHT AND A WHITE BRICK HOUSE ON THE LEFT,
 CR1254'TURN RIGHT ON THE OILED ROAD AND GO SOUTHERLY FOR 1.45 MILE
 CR1254'TO A CROSSROADS, CONTINUE STRAIGHT AHEAD AND GO SOUTHERLY
 CR1254'FOR 0.75 MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.1 MILE
 CR1254'TO MR. C.W. GUIN HOME ON THE RIGHT, CONTINUE AHEAD FOR 0.1
 CR1254'MILE TO A DIM TRACK ROAD ON THE LEFT AND THE AZIMUTH MARK
 CR1254'ON THE LEFT AS DESCRIBED, TURN LEFT AND FOLLOW THE DIM TRACK
 CR1254'ROAD AROUND THE WEST SIDE OF A FIELD FOR 0.3 MILE TO THE
 CR1254'TOP OF KNOLL AND THE STATION AS DESCRIBED.
 CR1254'
 CR1254'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 CR1254
 CR1254                          STATION RECOVERY (1995)
 CR1254
 CR1254'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1254'RECOVERED IN GOOD CONDITION.
 CR1254
 CR1254                          STATION RECOVERY (2004)
 CR1254
 CR1254'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0414 ***********************************************************************
 CD0414  DESIGNATION -  GUITAR
 CD0414  PID         -  CD0414
 CD0414  STATE/COUNTY-  TX/HUDSPETH
 CD0414  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0414
 CD0414                         *CURRENT SURVEY CONTROL
 CD0414  ___________________________________________________________________
 CD0414* NAD 83(1993)-  31 44 48.17066(N)    105 12 38.62232(W)     ADJUSTED  
 CD0414* NAVD 88     -      1228.945  (meters)    4031.96   (feet)  ADJUSTED  
 CD0414  ___________________________________________________________________
 CD0414  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CD0414  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CD0414  DYNAMIC HT  -        1227.114 (meters)    4025.96  (feet)  COMP
 CD0414  MODELED GRAV-     979,106.7   (mgal)                       NAVD 88
 CD0414
 CD0414  HORZ ORDER  -  FIRST
 CD0414  VERT ORDER  -  FIRST     CLASS I
 CD0414
 CD0414.The horizontal coordinates were established by classical geodetic methods
 CD0414.and adjusted by the National Geodetic Survey in February 1996..
 CD0414
 CD0414.The orthometric height was determined by differential leveling
 CD0414.and adjusted by the National Geodetic Survey in June 1991..
 CD0414
 CD0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0414
 CD0414.The geoid height was determined by GEOID03.
 CD0414
 CD0414.The dynamic height is computed by dividing the NAVD 88
 CD0414.geopotential number by the normal gravity value computed on the
 CD0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0414.degrees latitude (g = 980.6199 gals.).
 CD0414
 CD0414.The modeled gravity was interpolated from observed gravity values.
 CD0414
 CD0414;                    North         East     Units Scale Factor Converg.
 CD0414;SPC TX C     - 3,240,721.141   238,020.848   MT  0.99996616   -2 30 43.7
 CD0414;SPC TX C     -10,632,265.94    780,906.73   sFT  0.99996616   -2 30 43.7
 CD0414;UTM  13      - 3,512,380.732   480,041.031   MT  0.99960491   -0 06 39.2
 CD0414
 CD0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0414!SPC TX C     -   0.99981062  x   0.99996616  =   0.99977679
 CD0414!UTM  13      -   0.99981062  x   0.99960491  =   0.99941561
 CD0414
 CD0414|---------------------------------------------------------------------|
 CD0414| PID    Reference Object                     Distance      Geod. Az  |
 CD0414|                                                           dddmmss.s |
 CD0414| CD0413 GUITAR RM 1                          57.281 METERS 00244     |
 CD0414| CD0989 PEAK 1                              APPROX.36.5 KM 0603853.1 |
 CD0414| CD0988 GUADALUPE PEAK CAIRN                APPROX.36.8 KM 0640301.2 |
 CD0414| CD0995 EL PASO FORT WORTH AWY BCN 9        APPROX.39.2 KM 0754804.7 |
 CD0414| CD0997 EL PASO FORT WORTH AWY BCN 8 B      APPROX.27.7 KM 0835317.7 |
 CD0414| CD0415 GUITAR RM 2                          25.633 METERS 08420     |
 CD0414| CD0416 GUITAR AZ MK                                       0892013.6 |
 CD0414| CD1004 EL PASO FORT WORTH AWY BCN 8 A      APPROX.12.2 KM 0902119.2 |
 CD0414| CD1012 EL PASO FORT WORTH AWY BCN 6        APPROX.13.8 KM 2853603.8 |
 CD0414|---------------------------------------------------------------------|
 CD0414
 CD0414                          SUPERSEDED SURVEY CONTROL
 CD0414
 CD0414  NAD 83(1993)-  31 44 48.17157(N)    105 12 38.62079(W) AD(       ) 1
 CD0414  NAD 83(1986)-  31 44 48.17187(N)    105 12 38.62069(W) AD(       ) 1
 CD0414  NAD 27      -  31 44 47.75800(N)    105 12 36.78600(W) AD(       ) 1
 CD0414  NGVD 29 (??/??/92) 1228.428  (m)         4030.27   (f) ADJ UNCH    1 1
 CD0414
 CD0414.Superseded values are not recommended for survey control.
 CD0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0414.See file dsdata.txt to determine how the superseded data were derived.
 CD0414
 CD0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR8004112381(NAD 83)
 CD0414_MARKER: DS = TRIANGULATION STATION DISK
 CD0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0414_STAMPING: GUITAR 1934
 CD0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0414+STABILITY: SURFACE MOTION
 CD0414
 CD0414  HISTORY     - Date     Condition        Report By
 CD0414  HISTORY     - 1934     MONUMENTED       CGS
 CD0414  HISTORY     - 1943     GOOD             CGS
 CD0414  HISTORY     - 1958     GOOD             NGS
 CD0414  HISTORY     - 1976     GOOD             NGS
 CD0414  HISTORY     - 1977     GOOD             NGS
 CD0414
 CD0414                          STATION DESCRIPTION
 CD0414
 CD0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD0414'THE STATION IS LOCATED ABOUT 8 MILES W OF THE DEPARTMENT OF
 CD0414'COMMERCE LANDING FIELD AT SALT FLAT.
 CD0414'
 CD0414'THE STATION MARK PROJECTS 3 INCHES AND IS ON THE TOP OF A HILL
 CD0414'ON U.S. HIGHWAY 62.  IT IS 123 FEET S OF THE CENTER LINE O
 CD0414'HIGHWAY 62, 13 FEET S OF THE RIGHT-OF-WAY FENCE ON THE S SIDE OF
 CD0414'THE ROAD, AND 0.2 MILE W OF MILEPOST 76.
 CD0414'
 CD0414'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 CD0414'DISKS SET IN CONCRETE.
 CD0414'
 CD0414'REFERENCE MARK 1 IS N OF THE STATION AND PROJECTS 2 INCHES.
 CD0414'IT IS 65 FEET N OF THE CENTER LINE OF THE HIGHWAY.
 CD0414'
 CD0414'REFERENCE MARK 2 IS E OF THE STATION.  IT PROJECTS 2 INCHES
 CD0414'AND IS 115 FEET S OF THE CENTER LINE OF THE HIGHWAY AND
 CD0414'5.5 FEET S OF THE RIGHT-OF-WAY FENCE ON THE S SIDE OF THE HIGHWAY.
 CD0414'
 CD0414'THE AZIMUTH MARK IS E OF THE STATION AND PROJECTS 2 INCHES.
 CD0414'IT IS 110 FEET S OF THE CENTER LINE OF ROUTE 62, 8 FEET S OF THE
 CD0414'RIGHT-OF-WAY FENCE ON THE S SIDE OF THE HIGHWAY, AND 120
 CD0414'FEET W OF THE POINT WHERE THE RIGHT-OF-WAY FENCE ANGLES TO THE
 CD0414'SE.
 CD0414'
 CD0414'DRINKING WATER AND LIMITED SUPPLY OF GROCERIES AT SALT FLAT.
 CD0414'BUILDING MATERIAL AND SUPPLIES IN EL PASO.
 CD0414'
 CD0414'TO REACH THE STATION FROM SALT FLAT GO W FROM THE LANDING FIELD
 CD0414'8.15 MILES ON HIGHWAY 62 TO TOP OF HILL AND STATION.
 CD0414'
 CD0414'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CD0414
 CD0414                          STATION RECOVERY (1943)
 CD0414
 CD0414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0414'STATION AND BOTH REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 CD0414'GOOD CONDITION.  THE NEW MEASUREMENTS TO THE REFERENCE MARKS
 CD0414'CHECK THE ORIGINAL IN AZIMUTH AND DISTANCE.  AZIMUTH MARK
 CD0414'RECOVERED AS DESCRIBED AND IN GOOD CONDITION BUT IS ABOUT
 CD0414'2.5 FEET TOO LOW BEHIND SLIGHT RIDGE TO SEE FROM 10-FOOT
 CD0414'STAND.
 CD0414'
 CD0414'STATION IS LOCATED ABOUT 8 MILES W OF THE SALT FLAT POST OFFICE
 CD0414'AND SERVICE STATION, AND ABOUT 85 MILES SW OF CARLSBAD, NEW
 CD0414'MEXICO, ON TOP OF A FLAT MESA, ON THE S SIDE OF U.S. HIGHWAY
 CD0414'62.
 CD0414'
 CD0414'STATION MAY BE REACHED FROM JUNCTION OF U.S. HIGHWAY 62 AND
 CD0414'STATE HIGHWAY 54, BY GOING W ON ROUTE 62 FOR 13 MILES TO SALT
 CD0414'FLATS SERVICE STATION AND POST OFFICE.  FROM SALT FLATS, CONTINUE
 CD0414'ON HIGHWAY FOR 7 MILES TO TOP OF HILL AND STATION SITE.
 CD0414'
 CD0414'STATION IS A BRONZE DISK CEMENTED IN A 12-INCH SQUARE CONCRETE
 CD0414'POST PROJECTING ABOUT 3 INCHES.  IT IS ABOUT 125 FEET S OF THE
 CD0414'CENTER LINE OF U.S. HIGHWAY 62, AND ABOUT 32 FEET S OF RIGHT-OF-WAY
 CD0414'FENCE.  STAMPED GUITAR 1934.
 CD0414'
 CD0414'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12-INCH
 CD0414'SQUARE CONCRETE POST, ABOUT 65 FEET N OF THE CENTER LINE OF
 CD0414'U.S. HIGHWAY 62.  IT IS ABOUT 13 FEET N OF RIGHT-OF-WAY FENCE,
 CD0414'AND PROJECTS 4 INCHES.  STAMPED GUITAR NO 1 1934.
 CD0414'
 CD0414'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12-INCH
 CD0414'POST, ABOUT 115 FEET S OF THE CENTER LINE OF U.S. HIGHWAY
 CD0414'62, ABOUT 25 FEET S OF RIGHT-OF-WAY FENCE, PROJECTING ABOUT
 CD0414'3 INCHES.  STAMPED GUITAR NO 2 1934.
 CD0414'
 CD0414'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 12-INCH SQUARE
 CD0414'CONCRETE POST, ABOUT 96 FEET S OF THE CENTER LINE OF U.S.
 CD0414'HIGHWAY 62, AND ABOUT 18 FEET S OF RIGHT-OF-WAY FENCE.  IT IS
 CD0414'ABOUT 0.4 MILE E OF STATION AND PROJECTS 5 INCHES.  STAMPED
 CD0414'GUITAR 1934.
 CD0414
 CD0414                          STATION RECOVERY (1958)
 CD0414
 CD0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0414'71.65 MI E FROM EL PASO.
 CD0414'ABOUT 71.65 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0414'JUNCTION OF LOOP 16 AT EL PASO, 112 FEET SOUTH OF THE CENTER LINE OF
 CD0414'THE HIGHWAY, ABOUT 0.5 MILE WEST OF THE JUNCTION OF FARM ROAD 1437, 32
 CD0414'FEET SOUTH OF A FENCE, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT
 CD0414'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CD0414'INCHES.
 CD0414
 CD0414                          STATION RECOVERY (1976)
 CD0414
 CD0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0414'RECOVERED IN GOOD CONDITION.
 CD0414
 CD0414                          STATION RECOVERY (1977)
 CD0414
 CD0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0414'31.35 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0414'HIGHWAY MAINTEANCE YARD AT PINE SPRINGS, 0.55 MILE WEST OF THE
 CD0414'JUNCTION OF FARM ROAD 1437, 112 FT. SOUTH OF THE CENTER LINE OF THE
 CD0414'HIGHWAY, 188 FT. SOUTH AND ACROSS THE HIGHWAY FROM GUITAR RM 1, 84 FT.
 CD0414'WEST OF GUITAR RM 2, 32 FT. SOUTH OF THE RIGHT OF WAY FENCE, WITNESS
 CD0414'POST IS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1119 ***********************************************************************
 CU1119  DESIGNATION -  GUITAR
 CU1119  PID         -  CU1119
 CU1119  STATE/COUNTY-  TX/HOWARD
 CU1119  USGS QUAD   -  KNOTT SE (1966)
 CU1119
 CU1119                         *CURRENT SURVEY CONTROL
 CU1119  ___________________________________________________________________
 CU1119* NAD 83(1993)-  32 17 36.85557(N)    101 36 13.93732(W)     ADJUSTED  
 CU1119* NAVD 88     -       777.     (meters)    2549.     (feet)  SCALED    
 CU1119  ___________________________________________________________________
 CU1119  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CU1119  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CU1119
 CU1119  HORZ ORDER  -  SECOND
 CU1119
 CU1119.The horizontal coordinates were established by classical geodetic methods
 CU1119.and adjusted by the National Geodetic Survey in February 1996..
 CU1119
 CU1119.The orthometric height was scaled from a topographic map.
 CU1119
 CU1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1119
 CU1119.The geoid height was determined by GEOID03.
 CU1119
 CU1119;                    North         East     Units Scale Factor Converg.
 CU1119;SPC TXNC     - 2,073,837.162   307,698.170   MT  0.99995947   -1 41 34.2
 CU1119;SPC TXNC     - 6,803,914.09  1,009,506.41   sFT  0.99995947   -1 41 34.2
 CU1119;UTM  14      - 3,575,954.545   254,800.810   MT  1.00034148   -1 23 30.6
 CU1119
 CU1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1119!SPC TXNC     -   0.99988195  x   0.99995947  =   0.99984143
 CU1119!UTM  14      -   0.99988195  x   1.00034148  =   1.00022339
 CU1119
 CU1119:                Primary Azimuth Mark                     Grid Az
 CU1119:SPC TXNC     -  GUITAR AZ MK                             005 18 35.0
 CU1119:UTM  14      -  GUITAR AZ MK                             005 00 31.4
 CU1119
 CU1119|---------------------------------------------------------------------|
 CU1119| PID    Reference Object                     Distance      Geod. Az  |
 CU1119|                                                           dddmmss.s |
 CU1119| CH9488 GUITAR AZ MK                                       0033700.8 |
 CU1119| CU1120 BIG SPRINGS MOBIL CO MICROWAVE      APPROX. 2.8 KM 1943231.8 |
 CU1119| CH9489 GUITAR RM 1                          21.375 METERS 24114     |
 CU1119| CH9490 GUITAR RM 2                          18.638 METERS 34931     |
 CU1119|---------------------------------------------------------------------|
 CU1119
 CU1119                          SUPERSEDED SURVEY CONTROL
 CU1119
 CU1119  NAD 83(1986)-  32 17 36.86113(N)    101 36 13.92958(W) AD(       ) 2
 CU1119  NAD 27      -  32 17 36.43808(N)    101 36 12.47036(W) AD(       ) 2
 CU1119
 CU1119.Superseded values are not recommended for survey control.
 CU1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1119.See file dsdata.txt to determine how the superseded data were derived.
 CU1119
 CU1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA5480175955(NAD 83)
 CU1119_MARKER: DS = TRIANGULATION STATION DISK
 CU1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1119_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1119
 CU1119  HISTORY     - Date     Condition        Report By
 CU1119  HISTORY     - 1968     MONUMENTED       CGS
 CU1119
 CU1119                          STATION DESCRIPTION
 CU1119
 CU1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1119'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF BIG SPRING AND 7
 CU1119'MILES SOUTHWEST OF FAIRVIEW ON A SAND DUNE ON PROPERTY OWNED BY THE
 CU1119'GUITAR RANCH.
 CU1119'
 CU1119'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CU1119'U.S. HIGHWAY 87 IN THE NORTH EDGE OF BIG SPRING, GO NORTH ON
 CU1119'U.S. HIGHWAY 87 FOR 6.3 MILES TO JUNCTION WITH FARM ROAD
 CU1119'2230.  TURN LEFT AND GO WEST ON FARM ROAD 2230 FOR 4.8 MILES TO
 CU1119'CROSSROAD, TURN LEFT AND GO SOUTH FOR 1 MILE TO WHERE ROAD TURNS
 CU1119'LEFT AND CATTLE GUARD ON RIGHT, TURN RIGHT, CROSS CATTLE
 CU1119'GUARD AND GO SOUTHERLY ON MAIN ROAD FOR 0.6 MILE TO FORK AND
 CU1119'CROSSROAD, TAKE THE LEFT FORK AND CONTINUE SOUTH FOR 0.25 MILE
 CU1119'TO AZIMUTH MARK ON RIGHT, CONTINUE FOR 0.4 MILE TO A WIRE
 CU1119'GATE ON LEFT, CONTINUE ON MAIN ROAD FOR 0.8 MILE TO A SAND
 CU1119'DUNE ON RIGHT AND STATION ATOP.
 CU1119'
 CU1119'STATION MARK, A STANDARD DISK STAMPED GUITAR 1968, IS SET IN THE
 CU1119'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 10 INCHES.  THE MARK
 CU1119'ON TOP OF SAND DUNE WITH HIGHER POINT TO THE NORTH AND SOUTH AND
 CU1119'7.0 FEET NORTH OF WITNESS POST.
 CU1119'
 CU1119'REFERENCE MARK 1, A STANDARD DISK STAMPED GUITAR NO 1 1968, IS
 CU1119'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES
 CU1119'AND THE SAME ELEVATION AS THE STATION.  THE MARK IS 65.0 FEET
 CU1119'SOUTHWEST OF WITNESS POST.
 CU1119'
 CU1119'REFERENCE MARK 2, A STANDARD DISK STAMPED GUITAR NO 2 1968, IS SET
 CU1119'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 10 INCHES AND
 CU1119'THE SAME ELEVATION AS THE STATION.  THE MARK IS 67.2 FEET NORTH OF
 CU1119'WITNESS POST.
 CU1119'
 CU1119'AZIMUTH MARK, A STANDARD DISK STAMPED GUITAR 1968, IS SET IN THE
 CU1119'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK IS
 CU1119'14 FEET WEST OF CENTER OF ROAD, 5 FEET SOUTH OF A POWER LINE POLE
 CU1119'AND 1.4 FEET NORTH OF A 4 X 4 WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0416 ***********************************************************************
 CD0416  DESIGNATION -  GUITAR AZ MK
 CD0416  PID         -  CD0416
 CD0416  STATE/COUNTY-  TX/HUDSPETH
 CD0416  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0416
 CD0416                         *CURRENT SURVEY CONTROL
 CD0416  ___________________________________________________________________
 CD0416* NAD 83(1986)-  31 44 47.     (N)    105 12 14.     (W)     SCALED    
 CD0416* NAVD 88     -      1222.075  (meters)    4009.42   (feet)  ADJUSTED  
 CD0416  ___________________________________________________________________
 CD0416  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CD0416  DYNAMIC HT  -        1220.255 (meters)    4003.45  (feet)  COMP
 CD0416  MODELED GRAV-     979,107.7   (mgal)                       NAVD 88
 CD0416
 CD0416  VERT ORDER  -  FIRST     CLASS I
 CD0416
 CD0416.The horizontal coordinates were scaled from a topographic map and have
 CD0416.an estimated accuracy of +/- 6 seconds.
 CD0416
 CD0416.The orthometric height was determined by differential leveling
 CD0416.and adjusted by the National Geodetic Survey in June 1991..
 CD0416.WARNING-Repeat measurements at this control monument indicate possible
 CD0416.vertical movement.
 CD0416
 CD0416.The geoid height was determined by GEOID03.
 CD0416
 CD0416.The dynamic height is computed by dividing the NAVD 88
 CD0416.geopotential number by the normal gravity value computed on the
 CD0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0416.degrees latitude (g = 980.6199 gals.).
 CD0416
 CD0416.The modeled gravity was interpolated from observed gravity values.
 CD0416
 CD0416;                    North         East    Units  Estimated Accuracy
 CD0416;SPC TX C     - 3,240,660.      238,670.      MT  (+/- 180 meters Scaled)
 CD0416
 CD0416                          SUPERSEDED SURVEY CONTROL
 CD0416
 CD0416  NGVD 29 (??/??/92) 1221.558  (m)         4007.73   (f) ADJ UNCH    1 1
 CD0416
 CD0416.Superseded values are not recommended for survey control.
 CD0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0416.See file dsdata.txt to determine how the superseded data were derived.
 CD0416
 CD0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR806123(NAD 83)
 CD0416_MARKER: DZ = AZIMUTH MARK DISK
 CD0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0416_STAMPING: GUITAR 1934 AZIMUTH
 CD0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0416+STABILITY: SURFACE MOTION
 CD0416
 CD0416  HISTORY     - Date     Condition        Report By
 CD0416  HISTORY     - 1934     MONUMENTED       CGS
 CD0416  HISTORY     - 1958     GOOD             NGS
 CD0416  HISTORY     - 1976     GOOD             NGS
 CD0416  HISTORY     - 1977     GOOD             NGS
 CD0416
 CD0416                          STATION DESCRIPTION
 CD0416
 CD0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0416'72.15 MI E FROM EL PASO.
 CD0416'ABOUT 72.15 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0416'JUNCTION OF LOOP 16 AT EL PASO, 99 FEET SOUTH OF THE CENTER LINE OF
 CD0416'THE HIGHWAY, ABOUT 0.05 MILE WEST OF THE JUNCTION OF FARM ROAD 1437,
 CD0416'AT THE CROSSING OF A POWER LINE, 20 FEET SOUTH OF A FENCE, 13 FEET
 CD0416'NORTHWEST OF A POWER POLE, 2 FEET EAST OF A CONCRETE WITNESS POST,
 CD0416'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CD0416'PROJECTING 2 INCHES.
 CD0416
 CD0416                          STATION RECOVERY (1976)
 CD0416
 CD0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0416'RECOVERED IN GOOD CONDITION.
 CD0416
 CD0416                          STATION RECOVERY (1977)
 CD0416
 CD0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0416'30.85 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0416'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 0.05 MILE WEST OF THE
 CD0416'JUNCTION OF FARM ROAD 1437, 99 FT. SOUTH OF THE CENTER LINE OF THE
 CD0416'HIGHWAY, 119 FT. EAST OF THE RIGHT OF WAY FENCE CORNER, 13 FT.
 CD0416'NORTHWEST OF A POWER LINE POLE WITH A TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0413 ***********************************************************************
 CD0413  DESIGNATION -  GUITAR RM 1
 CD0413  PID         -  CD0413
 CD0413  STATE/COUNTY-  TX/HUDSPETH
 CD0413  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0413
 CD0413                         *CURRENT SURVEY CONTROL
 CD0413  ___________________________________________________________________
 CD0413* NAD 83(1986)-  31 44 47.     (N)    105 12 38.     (W)     SCALED    
 CD0413* NAVD 88     -      1228.717  (meters)    4031.22   (feet)  ADJUSTED  
 CD0413  ___________________________________________________________________
 CD0413  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CD0413  DYNAMIC HT  -        1226.886 (meters)    4025.21  (feet)  COMP
 CD0413  MODELED GRAV-     979,106.7   (mgal)                       NAVD 88
 CD0413
 CD0413  VERT ORDER  -  FIRST     CLASS I
 CD0413
 CD0413.The horizontal coordinates were scaled from a topographic map and have
 CD0413.an estimated accuracy of +/- 6 seconds.
 CD0413
 CD0413.The orthometric height was determined by differential leveling
 CD0413.and adjusted by the National Geodetic Survey in June 1991..
 CD0413
 CD0413.The geoid height was determined by GEOID03.
 CD0413
 CD0413.The dynamic height is computed by dividing the NAVD 88
 CD0413.geopotential number by the normal gravity value computed on the
 CD0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0413.degrees latitude (g = 980.6199 gals.).
 CD0413
 CD0413.The modeled gravity was interpolated from observed gravity values.
 CD0413
 CD0413;                    North         East    Units  Estimated Accuracy
 CD0413;SPC TX C     - 3,240,680.      238,040.      MT  (+/- 180 meters Scaled)
 CD0413
 CD0413                          SUPERSEDED SURVEY CONTROL
 CD0413
 CD0413  NGVD 29 (??/??/92) 1228.200  (m)         4029.52   (f) ADJ UNCH    1 1
 CD0413
 CD0413.Superseded values are not recommended for survey control.
 CD0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0413.See file dsdata.txt to determine how the superseded data were derived.
 CD0413
 CD0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR800123(NAD 83)
 CD0413_MARKER: DR = REFERENCE MARK DISK
 CD0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0413_STAMPING: GUITAR NO 1 1934
 CD0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0413+STABILITY: SURFACE MOTION
 CD0413
 CD0413  HISTORY     - Date     Condition        Report By
 CD0413  HISTORY     - 1934     MONUMENTED       CGS
 CD0413  HISTORY     - 1958     GOOD             NGS
 CD0413  HISTORY     - 1976     GOOD             NGS
 CD0413  HISTORY     - 1977     GOOD             NGS
 CD0413
 CD0413                          STATION DESCRIPTION
 CD0413
 CD0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0413'71.65 MI E FROM EL PASO.
 CD0413'ABOUT 71.65 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0413'JUNCTION OF LOOP 16 AT EL PASO, 76 FEET NORTH OF THE CENTER LINE OF
 CD0413'THE HIGHWAY, 188 FEET NORTH OF AND ACROSS THE HIGHWAY FROM
 CD0413'TRIANGULATION STATION GUITAR 1934, 11 FEET SOUTH OF A FENCE, ABOUT
 CD0413'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 CD0413'INCH.
 CD0413
 CD0413                          STATION RECOVERY (1976)
 CD0413
 CD0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0413'RECOVERED IN GOOD CONDITION.
 CD0413
 CD0413                          STATION RECOVERY (1977)
 CD0413
 CD0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0413'31.35 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0413'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 0.55 MILE WEST OF THE
 CD0413'JUNCTION OF FARM ROAD 1437, 77 FT. NORTH OF THE CENTER LINE OF THE
 CD0413'HIGHWAY, 189 FT. NORTH AND ACROSS THE HIGHWAY FROM THE STATION
 CD0413'GUITAR, 11 FT. SOUTH OF THE RIGHT OF WAY FENCE, 20.5 FT. SOUTH-
 CD0413'SOUTHEAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0415 ***********************************************************************
 CD0415  DESIGNATION -  GUITAR RM 2
 CD0415  PID         -  CD0415
 CD0415  STATE/COUNTY-  TX/HUDSPETH
 CD0415  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0415
 CD0415                         *CURRENT SURVEY CONTROL
 CD0415  ___________________________________________________________________
 CD0415* NAD 83(1986)-  31 44 47.     (N)    105 12 38.     (W)     SCALED    
 CD0415* NAVD 88     -      1228.768  (meters)    4031.38   (feet)  ADJUSTED  
 CD0415  ___________________________________________________________________
 CD0415  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CD0415  DYNAMIC HT  -        1226.937 (meters)    4025.38  (feet)  COMP
 CD0415  MODELED GRAV-     979,106.7   (mgal)                       NAVD 88
 CD0415
 CD0415  VERT ORDER  -  FIRST     CLASS I
 CD0415
 CD0415.The horizontal coordinates were scaled from a topographic map and have
 CD0415.an estimated accuracy of +/- 6 seconds.
 CD0415
 CD0415.The orthometric height was determined by differential leveling
 CD0415.and adjusted by the National Geodetic Survey in June 1991..
 CD0415
 CD0415.The geoid height was determined by GEOID03.
 CD0415
 CD0415.The dynamic height is computed by dividing the NAVD 88
 CD0415.geopotential number by the normal gravity value computed on the
 CD0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0415.degrees latitude (g = 980.6199 gals.).
 CD0415
 CD0415.The modeled gravity was interpolated from observed gravity values.
 CD0415
 CD0415;                    North         East    Units  Estimated Accuracy
 CD0415;SPC TX C     - 3,240,680.      238,040.      MT  (+/- 180 meters Scaled)
 CD0415
 CD0415                          SUPERSEDED SURVEY CONTROL
 CD0415
 CD0415  NGVD 29 (??/??/92) 1228.250  (m)         4029.68   (f) ADJ UNCH    1 1
 CD0415
 CD0415.Superseded values are not recommended for survey control.
 CD0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0415.See file dsdata.txt to determine how the superseded data were derived.
 CD0415
 CD0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR800123(NAD 83)
 CD0415_MARKER: DR = REFERENCE MARK DISK
 CD0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0415_STAMPING: GUITAR NO 2 1934
 CD0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0415+STABILITY: SURFACE MOTION
 CD0415
 CD0415  HISTORY     - Date     Condition        Report By
 CD0415  HISTORY     - 1934     MONUMENTED       CGS
 CD0415  HISTORY     - 1958     GOOD             NGS
 CD0415  HISTORY     - 1976     GOOD             NGS
 CD0415  HISTORY     - 1977     GOOD             NGS
 CD0415
 CD0415                          STATION DESCRIPTION
 CD0415
 CD0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0415'71.65 MI E FROM EL PASO.
 CD0415'ABOUT 71.65 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0415'JUNCTION OF LOOP 16 AT EL PASO, 104 FEET SOUTH OF THE CENTER LINE OF
 CD0415'THE HIGHWAY, 84 FEET EAST OF TRIANGULATION STATION GUITAR 1934, 24
 CD0415'FEET SOUTH OF A FENCE, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND IN
 CD0415'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CD0415
 CD0415                          STATION RECOVERY (1976)
 CD0415
 CD0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0415'RECOVERED IN GOOD CONDITION.
 CD0415
 CD0415                          STATION RECOVERY (1977)
 CD0415
 CD0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0415'31.35 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0415'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 0.55 MILE WEST OF THE
 CD0415'JUNCTION OF FARM ROAD 1437, 104 FT. SOUTH OF THE CENTER LINE OF THE
 CD0415'HIGHWAY, 84 FT. EAST OF THE TRIANGULATION STATION GUITAR 1934,
 CD0415'24.5 FT. SOUTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6664 ***********************************************************************
 AW6664  DESIGNATION -  GULF
 AW6664  PID         -  AW6664
 AW6664  STATE/COUNTY-  TX/HARRIS
 AW6664  USGS QUAD   -  SETTEGAST (1995)
 AW6664
 AW6664                         *CURRENT SURVEY CONTROL
 AW6664  ___________________________________________________________________
 AW6664* NAD 83(1993)-  29 45 31.77934(N)    095 21 49.61540(W)     ADJUSTED  
 AW6664* NAVD 88     -       142.6    (meters)     468.     (feet)  VERTCON   
 AW6664  ___________________________________________________________________
 AW6664  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6664  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6664
 AW6664  HORZ ORDER  -  FIRST
 AW6664
 AW6664.The horizontal coordinates were established by classical geodetic methods
 AW6664.and adjusted by the National Geodetic Survey in February 1996..
 AW6664
 AW6664.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6664
 AW6664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6664
 AW6664.The geoid height was determined by GEOID03.
 AW6664
 AW6664;                    North         East     Units Scale Factor Converg.
 AW6664;SPC TXSC     - 4,218,863.701   951,595.216   MT  0.99989052   +1 46 53.1
 AW6664;SPC TXSC     -13,841,388.66  3,122,025.30   sFT  0.99989052   +1 46 53.1
 AW6664;UTM  15      - 3,294,403.012   271,436.324   MT  1.00024461   -1 10 25.6
 AW6664
 AW6664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6664!SPC TXSC     -   0.99998190  x   0.99989052  =   0.99987242
 AW6664!UTM  15      -   0.99998190  x   1.00024461  =   1.00022650
 AW6664
 AW6664|---------------------------------------------------------------------|
 AW6664| PID    Reference Object                     Distance      Geod. Az  |
 AW6664|                                                           dddmmss.s |
 AW6664| CV7241 GULF RM 3                             5.544 METERS 05402     |
 AW6664| CV7239 GULF RM 1                             5.398 METERS 06033     |
 AW6664| AW6576 RICE                                APPROX. 5.5 KM 2165800.0 |
 AW6664| AW6651 HOUSTON ESPERSON BLDG DOME          120.109 METERS 26959     |
 AW6664| CV7240 GULF RM 2                             4.689 METERS 27314     |
 AW6664| CV7242 GULF RM 4                            10.647 METERS 30803     |
 AW6664| AW6663 HOUSTON GULF BUILDING FLAGPOLE        4.631 METERS 33835     |
 AW6664|---------------------------------------------------------------------|
 AW6664
 AW6664                          SUPERSEDED SURVEY CONTROL
 AW6664
 AW6664  NAD 83(1986)-  29 45 31.79369(N)    095 21 49.59644(W) AD(       ) 1
 AW6664  NAD 27      -  29 45 30.97264(N)    095 21 48.81900(W) AD(       ) 1
 AW6664  NGVD 29 (07/19/86)  142.6    (m)          468.     (f) VERT ANG       
 AW6664
 AW6664.Superseded values are not recommended for survey control.
 AW6664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6664.See file dsdata.txt to determine how the superseded data were derived.
 AW6664
 AW6664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7143694403(NAD 83)
 AW6664_MARKER: DD = SURVEY DISK
 AW6664_SETTING: 0 = UNSPECIFIED SETTING
 AW6664
 AW6664  HISTORY     - Date     Condition        Report By
 AW6664  HISTORY     - 1942     MONUMENTED       CGS
 AW6664  HISTORY     - 1946     GOOD             CGS
 AW6664  HISTORY     - 1952     GOOD             CGS
 AW6664  HISTORY     - 1955     GOOD             CGS
 AW6664  HISTORY     - 1955     GOOD             TXHD
 AW6664  HISTORY     - 1963     GOOD             CGS
 AW6664  HISTORY     - 1968     GOOD             CGS
 AW6664
 AW6664                          STATION DESCRIPTION
 AW6664
 AW6664'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6664'STATION IS NEAR THE CENTER OF HOUSTON, ON THE W SIDE OF MAIN
 AW6664'STREET AND ON THE ROOF OF THE GULF BUILDING, THE TALLEST
 AW6664'BUILDING IN THE CITY.  IT IS SET IN THE ROOF, UNDER THE
 AW6664'BEACON TOWER, 15 FEET SE OF THE BASE OF THE RADIO AERIAL,
 AW6664'AND 10 FEET NW OF THE INSIDE OF THE SE CORNER OF THE BUILDING.
 AW6664'IT IS A STANDARD STATION DISK SET IN CONCRETE IN A DRILL HOLE
 AW6664'IN THE TILE ROOF, AND THE DISK IS STAMPED GULF HL AND P 1942.
 AW6664'
 AW6664'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 23 FEET N OF THE SE
 AW6664'CORNER OF THE ROOF, AND 22 FEET NE OF THE BASE OF THE RADIO AERIAL.
 AW6664'IT IS A STANDARD REFERENCE MARK DISK SET IN CONCRETE IN A DRILL
 AW6664'HOLE IN THE COPING AROUND THE ROOF.  IT IS STAMPED GULF HL AND P
 AW6664'NO. 1 1942.
 AW6664'
 AW6664'REFERENCE MARK NO. 2 IS W OF THE STATION, 20 FEET W OF THE SE
 AW6664'CORNER OF THE ROOF AND 16 FEET S OF THE BASE OF THE RADIO
 AW6664'AERIAL.  IT IS ALSO A STANDARD DISK SET IN A DRILL HOLE IN THE
 AW6664'COPING AND IS STAMPED GULF HL AND P NO. 2 1942.
 AW6664
 AW6664                          STATION RECOVERY (1946)
 AW6664
 AW6664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJC)
 AW6664'LETTERS FROM MR. R.J. CUMMINS, HOUSTON, TEXAS, DATED NOVEMBER
 AW6664'26, 1946 AND DECEMBER 6, 1946--
 AW6664'
 AW6664'REFERENCE MARKS 1 AND 2 WERE DESTROYED DUE TO THE REMOVEL OF
 AW6664'THE PARAPET WALLS.  TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 AW6664'
 AW6664'REFERENCE MARK 3 IS NNE OF THE STATION, 20 FEET NE OF THE
 AW6664'BASE OF THE RADIO AERIAL, AND 25 FEET N OF THE SE CORNER OF
 AW6664'THE ROOF.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE IN
 AW6664'A DRILL HOLE IN THE TILE ROOF, 15 INCHES FROM THE COPING.
 AW6664'IT IS STAMPED GULF NO 3 1946.
 AW6664'
 AW6664'REFERENCE MARK 4 IS W OF THE STATION, 9 FEET S OF THE UPPER
 AW6664'LANDING OF THE STEEL STAIRWAY LEADING TO THE ROOF, AND 4 FEET
 AW6664'N OF A 5-FOOT-DIAMETER STACK PROJECTING 8 FEET ABOVE THE ROOF.
 AW6664'IT IS A BRONZE REFERENCE DISK SET IN CONCRETE IN A DRILL HOLE
 AW6664'IN THE TILE ROOF, 13 INCHES FROM THE COPING.  IT IS STAMPED
 AW6664'GULF NO 4 1946.
 AW6664'
 AW6664'STATION DISK STAMPED HL AND P GULF NO 2 1942 RECEIVED AT THIS
 AW6664'OFFICE DECEMBER 2, 1946.  REFERENCE MARK 1 WAS LOST.
 AW6664
 AW6664                          STATION RECOVERY (1952)
 AW6664
 AW6664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6664'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AW6664'THE 1946 RECOVERY NOTE IS COMPLETE.
 AW6664
 AW6664                          STATION RECOVERY (1955)
 AW6664
 AW6664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 AW6664'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AW6664'THE 1946 RECOVERY NOTE IS ADEQUATE.
 AW6664'
 AW6664'OFFICE NOTE--REFERENCE MARK 3 IS 18.18 FT. NE OF THE STATION
 AW6664
 AW6664                          STATION RECOVERY (1955)
 AW6664
 AW6664'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (SAM)
 AW6664'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 AW6664'CONDITION.  THE 1946 RECOVERY NOTE IS COMPLETE.
 AW6664
 AW6664                          STATION RECOVERY (1963)
 AW6664
 AW6664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6664'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 AW6664'FOUND TO BE IN GOOD CONDITION.
 AW6664'
 AW6664'THE STATION IS ON THE ROOF OF THE GULF BUILDING, LOCATED IN
 AW6664'DOWNTOWN HOUSTON AT CAPITOL AVENUE AND MAIN STREET.
 AW6664'
 AW6664'THE STATION WAS REACHED BY ENTERING THE BUILDING FROM TRAVIS
 AW6664'STREET AND CHECKING AT THE INFORMATION DESK, WHICH IS BY THE
 AW6664'ELEVATORS.
 AW6664'
 AW6664'THE STATION IS 15.2 FEET NORTHWEST OF THE BASE OF THE RADIO
 AW6664'AERIAL POLE.  4.0 FEET AROUND AT THE BASE.
 AW6664'
 AW6664'REFERENCE MARK NO 3 IS 20.7 FEET NORTHEAST OF THE BASE OF
 AW6664'THE RADIO AERIAL POLE.  25.0 FEET NORTH OF THE SOUTHEAST CORNER
 AW6664'OF THE ROOF.
 AW6664'
 AW6664'REFERENCE MARK NO 4 IS 4.0 FEET NORTH OF A FIVE FOOT DIAMETER
 AW6664'STACK PROJECTING 8 FEET ABOVE THE ROOF.  1.9 FEET WEST OF THE
 AW6664'COPING.  7.3 FEET SOUTH OF THE UPPER LANDING OF THE STEEL
 AW6664'STAIRWAY LEADING TO THE ROOF.
 AW6664'
 AW6664'HEIGHT OF LIGHT ABOVE STATION MARK 4.1 METERS.
 AW6664
 AW6664                          STATION RECOVERY (1968)
 AW6664
 AW6664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6664'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 AW6664'RECOVERED IN GOOD CONDITION.  THE RADIO AERIAL AND THE BEACON
 AW6664'TOWER MENTIONED IN THE 1942 DESCRIPTION HAVE BEEN REMOVED
 AW6664'AND A VERY LARGE REVOLVING GULF SIGN HAS BEEN CONSTRUCTED
 AW6664'ON THE ROOF OF THE BUILDING.
 AW6664'
 AW6664'THE STATION IS LOCATED ON THE ROOF OF THE GULF BUILDING AT
 AW6664'CAPITAL AND MAIN STREETS IN DOWNTOWN HOUSTON.
 AW6664'
 AW6664'THE STATION MARK IS A STANDARD DISK STAMPED GULF HL AND P
 AW6664'1942, CEMENTED IN A DRILL HOLE IN THE TILE ROOF OF THE BUILDING.
 AW6664'IT IS 21.2 FEET NORTH OF THE MOST SOUTHEASTERLY CORNER OF
 AW6664'THE COPING OF THE INNER WALL, 13.2 FEET SOUTHEAST OF THE
 AW6664'SOUTHEAST LEG OF THE BASE FOR THE REVOLVING SIGN AND 8.1
 AW6664'FEET NORTHWEST OF THE NORTHEAST COPING OF THE INNER WALL.
 AW6664'
 AW6664'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GULF NO 3 1946,
 AW6664'CEMENTED IN A DRILL HOLE IN THE TILE ROOF OF THE BUILDING.
 AW6664'IT IS 26.4 FEET EAST OF THE SOUTHEAST LEG OF THE BASE FOR
 AW6664'THE REVOLVING SIGN AND 19.1 FEET SOUTHWEST OF THE NORTHEAST
 AW6664'COPING OF THE INNER WALL.
 AW6664'
 AW6664'REFERENCE MARK 4 IS A STANDARD DISK STAMPED GULF NO 4 1946,
 AW6664'CEMENTED IN A DRILL HOLE IN THE TILE ROOF OF THE BUILDING.
 AW6664'IT IS 9 FEET SOUTH-SOUTHWEST OF THE TOP CENTER OF THE STAIRS
 AW6664'LEADING TO THE ROOF AND 4.22 NORTH OF THE SOUTHWEST LEG OF THE
 AW6664'BASE FOR THE REVOLVING SIGN.
 AW6664'
 AW6664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HOUSTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1735 ***********************************************************************
 FL1735  DESIGNATION -  GULF
 FL1735  PID         -  FL1735
 FL1735  STATE/COUNTY-  TX/CARSON
 FL1735  USGS QUAD   -  PANHANDLE EAST (1966)
 FL1735
 FL1735                         *CURRENT SURVEY CONTROL
 FL1735  ___________________________________________________________________
 FL1735* NAD 83(1993)-  35 22 18.76486(N)    101 18 38.82750(W)     ADJUSTED  
 FL1735* NAVD 88     -      1047.     (meters)    3435.     (feet)  SCALED    
 FL1735  ___________________________________________________________________
 FL1735  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 FL1735  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL1735
 FL1735  HORZ ORDER  -  THIRD
 FL1735
 FL1735.The horizontal coordinates were established by classical geodetic methods
 FL1735.and adjusted by the National Geodetic Survey in February 1996..
 FL1735
 FL1735.The orthometric height was scaled from a topographic map.
 FL1735
 FL1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1735
 FL1735.The geoid height was determined by GEOID03.
 FL1735
 FL1735;                    North         East     Units Scale Factor Converg.
 FL1735;SPC TX N     - 1,152,208.013   217,193.004   MT  0.99991120   +0 06 34.8
 FL1735;SPC TX N     - 3,780,202.46    712,574.05   sFT  0.99991120   +0 06 34.8
 FL1735;UTM  14      - 3,916,735.610   290,076.520   MT  1.00014310   -1 20 17.4
 FL1735
 FL1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1735!SPC TX N     -   0.99983977  x   0.99991120  =   0.99975098
 FL1735!UTM  14      -   0.99983977  x   1.00014310  =   0.99998284
 FL1735
 FL1735|---------------------------------------------------------------------|
 FL1735| PID    Reference Object                     Distance      Geod. Az  |
 FL1735|                                                           dddmmss.s |
 FL1735| CJ6548 GULF RM 3                            19.733 METERS 00107     |
 FL1735| CJ6546 GULF RM 1                            16.762 METERS 05633     |
 FL1735| CJ6545 GULF AZ MK                                         0600653.4 |
 FL1735| FL1733 CUYLER SIDING GRAIN ELEVATOR        APPROX. 4.0 KM 0603155.2 |
 FL1735| FL1704 WHITE DEER MUNICIPAL TANK           APPROX.13.5 KM 0633413.2 |
 FL1735| CJ6547 GULF RM 2                            21.569 METERS 23939     |
 FL1735| FL1745 PANHANDLE CARSON CO CTHSE FLAG      APPROX. 7.1 KM 2454254.8 |
 FL1735| CJ6549 GULF RM 4                            26.774 METERS 25643     |
 FL1735|---------------------------------------------------------------------|
 FL1735
 FL1735                          SUPERSEDED SURVEY CONTROL
 FL1735
 FL1735  NAD 83(1993)-  35 22 18.76796(N)    101 18 38.82415(W) AD(       ) 3
 FL1735  NAD 83(1986)-  35 22 18.77146(N)    101 18 38.81805(W) AD(       ) 3
 FL1735  NAD 27      -  35 22 18.60100(N)    101 18 37.22700(W) AD(       ) 3
 FL1735
 FL1735.Superseded values are not recommended for survey control.
 FL1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1735.See file dsdata.txt to determine how the superseded data were derived.
 FL1735
 FL1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9007716736(NAD 83)
 FL1735_MARKER: DS = TRIANGULATION STATION DISK
 FL1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1735
 FL1735  HISTORY     - Date     Condition        Report By
 FL1735  HISTORY     - 1951     MONUMENTED       CGS
 FL1735  HISTORY     - 1956     GOOD             CGS
 FL1735  HISTORY     - 1966     GOOD             USGS
 FL1735  HISTORY     - 1967     GOOD             CGS
 FL1735  HISTORY     - 1970     GOOD             NGS
 FL1735
 FL1735                          STATION DESCRIPTION
 FL1735
 FL1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1735'THE STATION IS LOCATED ALONG THE NORTHEAST SIDE OF U.S. HIGHWAY
 FL1735'60 AND IN THE NORTHEAST CORNER OF A CROSS ROADS, ABOUT 9 MILES
 FL1735'SOUTHWEST OF WHITE DEER, 4-1/2 MILES NORTHEAST OF PANHANDLE,
 FL1735'75 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD TRACKS,
 FL1735'38 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 60, ABOUT
 FL1735'33 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD AND 3 FEET
 FL1735'SOUTH OF A WHITE WITNESS POST.
 FL1735'
 FL1735'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 FL1735'HIGHWAY 117 IN PANHANDLE, GO NORTHEAST, ON U.S. HIGHWAY 60,
 FL1735'FOR 4.95 MILES TO CROSS ROADS AND THE STATION.
 FL1735'
 FL1735'THE STATION MARK IS A STANDARD DISK, STAMPED GULF 1951, SET
 FL1735'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FL1735'FLUSH WITH THE GROUND.
 FL1735'
 FL1735'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED GULF NO 1
 FL1735'1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1735'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 FL1735'ELEVATION AS THE STATION.  IT IS LOCATED 70 FEET SOUTHEAST OF
 FL1735'THE SOUTHEAST RAIL OF THE RAILROAD TRACKS, 42 FEET NORTHWEST OF
 FL1735'THE CENTERLINE OF U.S. HIGHWAY 60 AND 24 FEET EAST OF A
 FL1735'TELEPHONE POLE.
 FL1735'
 FL1735'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED GULF NO
 FL1735'2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1735'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 FL1735'ELEVATION AS THE STATION.  IT IS LOCATED 75 FEET SOUTHEAST OF
 FL1735'THE SOUTHEAST RAIL OF THE RAILROAD TRACKS, 38 FEET NORTHWEST
 FL1735'OF THE CENTERLINE OF U.S. HIGHWAY 60 AND 33 FEET SOUTH SOUTHWEST
 FL1735'OF THE CENTERLINE OF A DIRT ROAD.
 FL1735'
 FL1735'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GULF 1951, SET
 FL1735'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 FL1735'FLUSH WITH THE GROUND.  IT IS LOCATED ALONG THE NORTHEAST SIDE
 FL1735'OF U.S. HIGHWAY 60, ABOUT 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FL1735'OF THE RAILROAD TRACKS, 40 FEET NORTHWEST OF THE CENTERLINE
 FL1735'OF U.S. HIGHWAY 60 AND 10 FEET SOUTHWEST OF THE CENTERLINE OF
 FL1735'A DIRT ROAD.
 FL1735'
 FL1735'TO REACH, FROM THE STATION, GO NORTHEAST, ON U.S. HIGHWAY 60,
 FL1735'FOR 0.65 MILE TO SIDE ROAD LEFT AND THE AZIMUTH MARK.
 FL1735'
 FL1735'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FL1735
 FL1735                          STATION RECOVERY (1956)
 FL1735
 FL1735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1735'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 FL1735'CONDITION AS DESCRIBED.  NO VISIBLE SIGNS OF REFERENCE MARK NO.
 FL1735'1 AND THE AZIMUTH MARK.  DIRECTIONS FOR PROCEEDING TO STATION
 FL1735'SITE ARE CORRECT.
 FL1735
 FL1735                          STATION RECOVERY (1966)
 FL1735
 FL1735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL1735'U.S. HWY 60 RIGHT-OF-WAY HAS BEEN WIDENED TO 50 FEET NOW.
 FL1735'REFERENCE MARKS, AZIMUTH MARK AND STATION SEARCHED FOR
 FL1735'NOT FOUND.
 FL1735'
 FL1735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FROM THE
 FL1735'JUNCTION OF U.S. HWY 60 AND STATE HWY 15 IN PANHANDLE GO NE
 FL1735'ON HWY 60 FOR 4.95 MILES
 FL1735
 FL1735                          STATION RECOVERY (1967)
 FL1735
 FL1735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 FL1735'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 FL1735'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 FL1735'SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED REFERENCE MARK
 FL1735'NO. 1 WAS DESTROYED WHEN A GAS LINE WAS LAID.  ONE NEW REFERENCE
 FL1735'MARK WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS
 FL1735'ABOUT 4-1/2 MILES NORTHEAST OF PANHANDLE, 9 MILES NORTHWEST OF
 FL1735'WHITE DEER, ALONG THE NORTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY
 FL1735'60, BETWEEN THE RAILROAD AND HIGHWAY.
 FL1735'
 FL1735'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15
 FL1735'AND U.S. HIGHWAY 60 IN PANHANDLE, GO NORTHEAST ON HIGHWAY 60
 FL1735'FOR 4.6 MILES TO STATION ON THE LEFT.  CONTINUE NORTHEAST ON THE
 FL1735'HIGHWAY FOR 0.65 MILE TO AZIMUTH MARK ON THE LEFT.
 FL1735'
 FL1735'STATION MARK, A STANDARD DISK, STAMPED GULF 1951, IS SET IN A
 FL1735'10 IN X 10 IN CONCRETE POST WHICH IS 10 INCHES BELOW THE
 FL1735'SURFACE OF GROUND.  IT IS 37.5 FEET NORTHWEST OF THE CENTER
 FL1735'LINE OF HIGHWAY, 81 FEET SOUTHEAST OF THE SOUTHEAST RAILROAD
 FL1735'TRACK (MEASURED FROM WHERE A NORTH-SOUTH ROAD INTERSECTS.), 34.5
 FL1735'FEET SOUTHWEST OF A TELEGRAPH POLE, 30 FEET EAST OF THE CENTER
 FL1735'LINE OF THE NORTH-SOUTH ROAD, AND IS AT THE WEST EDGE OF THE
 FL1735'SOUTHEAST BANK OF A DRAINAGE DITCH.
 FL1735'
 FL1735'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED GULF NO 2 1951,
 FL1735'IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE
 FL1735'OF GROUND.  IT IS 82 FEET SOUTHEAST OF THE SOUTHEAST RAILROAD
 FL1735'TRACK, 36 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY, 36
 FL1735'FEET WEST OF THE CENTER LINE OF ROAD, AND 24 FEET EAST OF A
 FL1735'TELEGRAPH POLE.
 FL1735'
 FL1735'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED GULF 1951 NO 3
 FL1735'1967 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 FL1735'3 INCHES ABOVE GROUND.  IT IS 94 FEET NORTHWEST OF THE HIGHWAY,
 FL1735'25 FEET SOUTHEAST OF THE RAIL ROAD TRACK, 29 FEET SOUTHWEST OF
 FL1735'A GAS LINE VENT PIPE, 6 FEET EAST OF A POWER LINE POLE, AND 1
 FL1735'FOOT WEST OF A METAL WITNESS POST.
 FL1735'
 FL1735'AZIMUTH MARK, A STANDARD DISK, STAMPED GULF 1951, IS SET IN
 FL1735'A 10 IN X 10 IN CONCRETE POST WHICH IS 16 INCHES BELOW THE
 FL1735'SURFACE OF GROUND.  IT IS 64.5 FEET SOUTHEAST OF THE SOUTHEAST
 FL1735'RAILROAD TRACK, 53 FEET NORTHWEST OF THE CENTER LINE OF
 FL1735'HIGHWAY, 69 FEET NORTHEAST OF THE FIRST POLE SOUTHWEST OF
 FL1735'A PAINTED TELEGRAPH POLE, 49 FEET SOUTHWEST OF THE PAINTED
 FL1735'POLE, 5 FEET EAST OF THE SOUTHWEST END OF A WOODEN CULVERT, 2
 FL1735'FEET SOUTHEAST OF THE LINE OF POLES, AND AT THE RIM OF THE
 FL1735'ROAD.
 FL1735'
 FL1735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 FL1735'NORTHEAST
 FL1735
 FL1735                          STATION RECOVERY (1970)
 FL1735
 FL1735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FL1735'STATION MARK, REFERENCE MARKS NO. 2, NO. 3 AND AZIMUTH MARK
 FL1735'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD IMPROVEMENTS
 FL1735'REFERENCE MARK NO. 2 HAD TO BE DESTROYED.  A NEW REFERENCE MARK
 FL1735'WAS SET.
 FL1735'
 FL1735'THE 1967 RECOVERY NOTE DESCRIPTION AND ROUTE PROCEEDING TO
 FL1735'STATION ARE ADEQUATE FOR RECOVERY.
 FL1735'
 FL1735'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED GULF 1951 NO 4
 FL1735'1970 IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 3
 FL1735'INCHES ABOVE GROUND.  IT IS 62 FEET NORTHWEST OF THE NORTHWEST
 FL1735'BOUND HIGHWAY CENTER LINE, 59 FEET SOUTHEAST OF THE SOUTHEAST
 FL1735'RAIL OF RAILROAD TRACKS, 7 FEET NORTHWEST OF A TELEGRAPH POLE,
 FL1735'54 FEET WEST OF THE CENTER OF A ROAD LEADING NORTH, AND AT
 FL1735'HIGHWAY STATION 1020 + 47.
 FL1735'
 FL1735'NOTE--A METAL WITNESS POST WAS SET 1 FOOT NORTHEAST OF THE
 FL1735'STATION MARK.
 FL1735'
 FL1735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 FL1735'NORTHEAST OF PANHANDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0781 ***********************************************************************
 CC0781  DESIGNATION -  GULF
 CC0781  PID         -  CC0781
 CC0781  STATE/COUNTY-  TX/WINKLER
 CC0781  USGS QUAD   -  KERMIT NW (1970)
 CC0781
 CC0781                         *CURRENT SURVEY CONTROL
 CC0781  ___________________________________________________________________
 CC0781* NAD 83(1993)-  31 52 56.19361(N)    103 10 10.86340(W)     ADJUSTED  
 CC0781* NAVD 88     -       881.     (meters)    2890.     (feet)  SCALED    
 CC0781  ___________________________________________________________________
 CC0781  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 CC0781  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CC0781
 CC0781  HORZ ORDER  -  SECOND
 CC0781
 CC0781.The horizontal coordinates were established by classical geodetic methods
 CC0781.and adjusted by the National Geodetic Survey in February 1996..
 CC0781
 CC0781.The orthometric height was scaled from a topographic map.
 CC0781
 CC0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0781
 CC0781.The geoid height was determined by GEOID03.
 CC0781
 CC0781;                    North         East     Units Scale Factor Converg.
 CC0781;SPC TX C     - 3,249,044.069   431,671.561   MT  0.99999972   -1 27 39.2
 CC0781;SPC TX C     -10,659,572.08  1,416,242.45   sFT  0.99999972   -1 27 39.2
 CC0781;SPC NM E     -    98,405.820   275,090.479   MT  1.00005852   +0 36 52.8
 CC0781;SPC NM E     -   322,853.09    902,526.01   sFT  1.00005852   +0 36 52.8
 CC0781;UTM  13      - 3,528,847.768   673,116.748   MT  0.99996962   +0 58 01.1
 CC0781
 CC0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0781!SPC TX C     -   0.99986540  x   0.99999972  =   0.99986512
 CC0781!SPC NM E     -   0.99986540  x   1.00005852  =   0.99992391
 CC0781!UTM  13      -   0.99986540  x   0.99996962  =   0.99983502
 CC0781
 CC0781:                Primary Azimuth Mark                     Grid Az
 CC0781:SPC TX C     -  FORT WORTH EL PASO AWY BCN 19            105 26 20.1
 CC0781:SPC NM E     -  FORT WORTH EL PASO AWY BCN 19            103 21 48.1
 CC0781:UTM  13      -  FORT WORTH EL PASO AWY BCN 19            103 00 39.8
 CC0781
 CC0781|---------------------------------------------------------------------|
 CC0781| PID    Reference Object                     Distance      Geod. Az  |
 CC0781|                                                           dddmmss.s |
 CC0781| CC0778 FORT WORTH EL PASO AWY BCN 19       APPROX.29.3 KM 1035840.9 |
 CC0781| CH9491 GULF AZ MK                                         1743348.1 |
 CC0781| CC0780 WINK MUNICIPAL TANK                 APPROX.13.8 KM 1744146.1 |
 CC0781| CH9492 GULF AZ MK 2                                       1750522.0 |
 CC0781| CH9493 GULF RM 1                            34.110 METERS 19634     |
 CC0781| CC0793 FORT WORTH EL PASO AWY BCN 17       APPROX.21.3 KM 2370704.9 |
 CC0781| CH9495 GULF RM 3                            13.618 METERS 23926     |
 CC0781| CH9494 GULF RM 2                            59.784 METERS 24943     |
 CC0781|---------------------------------------------------------------------|
 CC0781
 CC0781                          SUPERSEDED SURVEY CONTROL
 CC0781
 CC0781  NAD 83(1993)-  31 52 56.19709(N)    103 10 10.85952(W) AD(       ) 2
 CC0781  NAD 83(1986)-  31 52 56.19729(N)    103 10 10.85902(W) AD(       ) 2
 CC0781  NAD 27      -  31 52 55.72500(N)    103 10 09.24900(W) AD(       ) 2
 CC0781
 CC0781.Superseded values are not recommended for survey control.
 CC0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0781.See file dsdata.txt to determine how the superseded data were derived.
 CC0781
 CC0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR7311728848(NAD 83)
 CC0781_MARKER: DS = TRIANGULATION STATION DISK
 CC0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0781
 CC0781  HISTORY     - Date     Condition        Report By
 CC0781  HISTORY     - 1935     MONUMENTED       CGS
 CC0781  HISTORY     - 1938     MARK NOT FOUND   TXHD
 CC0781  HISTORY     - 1943     POOR             CGS
 CC0781  HISTORY     - 1945     POOR             CGS
 CC0781  HISTORY     - 1947     POOR             PHILIP
 CC0781  HISTORY     - 1957     POOR             CGS
 CC0781  HISTORY     - 1963     GOOD             CGS
 CC0781  HISTORY     - 1970     GOOD             USGS
 CC0781  HISTORY     - 1971     GOOD             NGS
 CC0781
 CC0781                          STATION DESCRIPTION
 CC0781
 CC0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0781'STATION IS ABOUT 9 MILES N OF WINK, 0.8 MILE N OF A RED BOARD
 CC0781'GATE, AND 75 YARDS E OF A PIPE LINE ON A LOW E-W RED SAND
 CC0781'RIDGE IN SEC. 15, SCHOOL BLOCK 26.  THE MARK PROJECTS 14 INCHES.
 CC0781'
 CC0781'SURFACE, UNDERGROUND, REFERENCE MARKS AND AZIMUTH MARK ARE
 CC0781'STANDARD BRONZE DISKS SET IN CONCRETE.
 CC0781'
 CC0781'REFERENCE MARK NO. 1 IS SSW OF THE STATION AND PROJECTS 6 INCHES.
 CC0781'
 CC0781'REFERENCE MARK NO. 2 IS WSW OF THE STATION AND PROJECTS 4 INCHES.
 CC0781'
 CC0781'THE AZIMUTH MARK IS S OF THE STATION, 0.45 MILE NNW OF A RED
 CC0781'BOARD GATE, 9 FEET E OF THE CENTER LINE OF A TRACK ROAD, AND
 CC0781'PROJECTS 4 INCHES.
 CC0781'
 CC0781'THE STATION IS REACHED FROM THE PALMER AND SONS GROCERY STORE
 CC0781'IN WINK, BY GOING NE, N AND E ON STATE HIGHWAY 115 FOR 5.2
 CC0781'MILES, THEN E ON HIGHWAY 115 FOR 1.0 MILE, THEN N ON AN OILED
 CC0781'ROAD FOR 3.0 MILES.  PASS THROUGH A RED BOARD GATE AND CONTINUE
 CC0781'N ON A TRACK ALONG A PIPE LINE FOR 0.8 MILE TO THE TOP OF THE
 CC0781'RIDGE.  THE STATION IS 75 YARDS E OF THIS POINT.
 CC0781'
 CC0781'A 10-FOOT STAND WILL CLEAR OVER THE SURROUNDING SAND KNOLLS
 CC0781'AND BRUSH AND ALL OF THE LINES EXCEPT TO WINK.  A 30-FOOT STAND
 CC0781'WILL BE REQUIRED AT WINK.
 CC0781
 CC0781                          STATION RECOVERY (1938)
 CC0781
 CC0781'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0781'STATION HAS BEEN DISTURBED, BRONZE DISK MISSING.  REFERENCE
 CC0781'MARKS WERE IN GOOD CONDITION.  AZIMUTH MARK NOT RECOVERED.
 CC0781'DESCRIPTION AS GIVEN IS SATISFACTORY, EXCEPT BOARD GATE IS
 CC0781'REPLACED BY CATTLE GUARD.
 CC0781
 CC0781                          STATION RECOVERY (1943)
 CC0781
 CC0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 CC0781'DESCRIPTION SUFFICES, EXCEPT FOR BOARD GATE, WHICH HAS BEEN
 CC0781'REPLACED BY A CATTLE GUARD.  THE STATION HAS BEEN DISTURBED AND
 CC0781'THE DISK WRENCHED FROM THE CONCRETE.  THE REFERENCE MARKS WERE
 CC0781'SEARCHED FOR, BUT NOT RECOVERED.  NO SEARCH MADE FOR AZIMUTH MARK.
 CC0781
 CC0781                          STATION RECOVERY (1945)
 CC0781
 CC0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0781'STATION MARK RECOVERED.  THE MARK HAS BEEN DISTURBED AND IS NOW
 CC0781'LEANING OVER SLIGHTLY.  THE BRONZE DISK HAS BEEN CHISELED OFF.
 CC0781'
 CC0781'THE REFERENCE MARKS WERE SEARCHED FOR BUT NOT RECOVERED.
 CC0781'
 CC0781'THE FOLLOWING TIES WILL AID IN THE RECOVERY OF THE STATION MARK--
 CC0781'
 CC0781'STATION MARK IS 50 FEET N OF TRAIL AND 50 FEET E OF SMALL
 CC0781'SHEET-METAL SHED.  IT IS JUST E OF A BORROW PIT AND W OF 2 OIL
 CC0781'STORAGE TANKS.
 CC0781
 CC0781                          STATION RECOVERY (1947)
 CC0781
 CC0781'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CC0781'STATION MARK FOUND IN INCLINED POSITION, WITH ONLY THE SHANK
 CC0781'OF SURFACE MARK LEFT IN CONCRETE.  BASE PLACED IN AN ERECT
 CC0781'POSITION BY DIGGING ALONG ON SIDE.
 CC0781'
 CC0781'BOTH REFERENCE MARKS IN GOOD CONDITION.  R.M. 1 IS UNDER 2-FOOT
 CC0781'SPOIL BANK ALONG E SIDE OF GRAVEL PIT.  R.M. 2 IS UNDER 5-FOOT
 CC0781'SPOIL BANK ON W EDGE OF GRAVEL PIT.  PIT IS NOT IN OPERATION NOW.
 CC0781'
 CC0781'AZIMUTH MARK IS IN PERFECT CONDITION.
 CC0781'
 CC0781'DISTANCES TO REFERENCE MARKS CHECKS EXACTLY WITH MARK IN ITS
 CC0781'PRESENT POSITION.
 CC0781
 CC0781                          STATION RECOVERY (1957)
 CC0781
 CC0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 CC0781'IN ACCORDANCE WITH RECOVERY NOTE BY TEXAS STATE HIGHWAY DEPT.
 CC0781'IN 1938, AN ATTEMPT WAS MADE TO RESET THE SURFACE MARK.  THE
 CC0781'BROKEN CEMENT THAT REMAINED OF THE ORIGINAL MARK WAS REMOVED
 CC0781'AND THE SOIL REMOVED DOWN TO BEDROCK.  NO UNDERGROUND MARK WAS
 CC0781'FOUND ALTHOUGH THE DISTANCE FROM R.M. NO. 1 AND R.M. NO. 2
 CC0781'WERE USED TO RE-ESTABLISH THE ORIGINAL POINT.  THE STATION
 CC0781'SHOULD BE CONSIDERED LOST.
 CC0781
 CC0781                          STATION RECOVERY (1963)
 CC0781
 CC0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DVS)
 CC0781'STATION AND ALL R.M.S WERE RECOVERED IN GOOD CONDITION.
 CC0781
 CC0781                          STATION RECOVERY (1970)
 CC0781
 CC0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CC0781'STATION MARK WAS FOUND WITH ONLY THE SHANK OF THE SURFACE
 CC0781'MARK LEFT IN THE CONCRETE.  TO REACH FROM THE INT. OF STATE
 CC0781'HWY. 302 AND FARM ROAD 874 (ABOUT 4.0 MILES WSW OF KERMIT, TEXAS)
 CC0781'GO NNW ALONG FARM ROAD 874 FOR 3.7 MILES TO TOP OF LOW EAST-WEST
 CC0781'RIDGE AND GRAVEL PITS ON EAST.  STATION IS ABOUT 122 PACES
 CC0781'ENE OF CENTER OF ROAD, ABOUT 50 FT. E. OF A CONCRETE SLAB AND
 CC0781'ABOUT 50 FT. N. OF AN OLD OIL FIELD ROAD.
 CC0781'
 CC0781'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 CC0781'N OF WINK
 CC0781
 CC0781                          STATION RECOVERY (1971)
 CC0781
 CC0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CC0781'THE SURFACE STATION MONUMENT WAS FOUND DISTURBED AND THE DISK
 CC0781'BROKEN OFF, THERE WAS NO UNDERGROUND MARK.  REFERENCE MARKS
 CC0781'NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 CC0781'MARK WAS FOUND DESTROYED, IT HAD BEEN PUSHED OVER.  A NEW
 CC0781'UNDERGROUND STATION MARK WAS SET IN BEDROCK AND A SURFACE STATION
 CC0781'MARK SET OVER IT AT THE ORIGINAL LOCATION BY MEASUREMENTS AND
 CC0781'ANGLES TO AN INTERSECTION STATION AND THE REFERENCE MARKS.  A
 CC0781'NEW AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE SET.
 CC0781'
 CC0781'A NEW DESCRIPTION FOLLOWS--
 CC0781'
 CC0781'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF WINK AND 4 MILES
 CC0781'WEST-NORTHWEST OF KERMIT, AT THE EAST SIDE OF A FENCED IN GRAVEL
 CC0781'PIT, ALONG THE EAST SIDE OF FARM ROAD 874, ON A LOW RISE IN
 CC0781'PASTURE LAND.
 CC0781'
 CC0781'THE STATION MARK IS A STANDARD DISK STAMPED GULF 1935 1971,
 CC0781'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 CC0781'IT IS 366 FEET EAST OF THE CENTER OF FARM ROAD 874, 76 FEET
 CC0781'NORTHEAST OF THE SOUTHEAST CORNER OF THE GRAVEL PIT ENCLOSURE,
 CC0781'58 FEET EAST OF THE NORTH-SOUTH FENCE LINE, 39 FEET
 CC0781'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE SLAB, AND 5
 CC0781'FEET NORTH OF A METAL WITNESS POST.
 CC0781'
 CC0781'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GULF NO 1 1935,
 CC0781'SET IN A SQUARE CONCRETE MONUMENT WHICH IS 6-INCHES BELOW
 CC0781'GROUND SURFACE.  IT IS 297 FEET EAST OF THE CENTER OF THE ROAD,
 CC0781'41 FEET SOUTH OF THE SOUTHEAST CORNER OF THE GRAVEL PIT ENCLOSURE,
 CC0781'AND 2.5 FEET NORTH OF A METAL WITNESS POST.
 CC0781'
 CC0781'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GULF NO 2 1935,
 CC0781'SET IN A SQUARE CONCRETE MONUMENT WHICH IS IN A MOUND OF SAND
 CC0781'AND ABOUT 3 FEET BELOW THE SURFACE.  IT IS 167 FEET EAST OF THE
 CC0781'CENTER OF THE ROAD, 52 FEET NORTH OF THE SOUTH FENCE OF THE
 CC0781'ENCLOSURE, AND 1.1 FEET SOUTH OF A METAL WITNESS POST.
 CC0781'
 CC0781'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED GULF 1935 NO 3 1971,
 CC0781'SET IN A DRILLED HOLE IN 10 X 14-FOOT CONCRETE SLAB.  IT IS 43
 CC0781'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE ENCLOSURE, 15
 CC0781'FEET EAST OF THE NORTH-SOUTH FENCE LINE, AND 1.8 FEET SOUTH OF
 CC0781'THE NORTH EDGE OF THE SLAB.
 CC0781'
 CC0781'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CC0781'GULF 1935 AZIMUTH 1971, SET IN A SQUARE CONCRETE MONUMENT
 CC0781'WHICH PROJECTS 6-INCHES.  IT IS 48 FEET EAST OF THE CENTER OF
 CC0781'FARM ROAD 874, 6 FEET NORTH OF A POWER POLE, 2.8 FEET SOUTH OF
 CC0781'A CONCRETE R.O.W. POST, AND 2.2 FEET EAST OF A NORTH-SOUTH FENCE
 CC0781'LINE AND A METAL WITNESS POST.
 CC0781'
 CC0781'TO REACH THE STATION FROM THE COURTHOUSE IN KERMIT, GO WEST AND
 CC0781'SOUTH ON STATE HIGHWAY 115 FOR 2.25 MILES TO THE INTERSECTION
 CC0781'WITH STATE HIGHWAY 302, TURN RIGHT AND GO WEST ON HIGHWAY 302 FOR
 CC0781'2.05 MILES TO A SIDE ROAD RIGHT, FARM ROAD 874, TURN RIGHT AND GO
 CC0781'NORTH ON THE FARM ROAD FOR 3.6 MILES TO THE AZIMUTH MARK ON THE
 CC0781'RIGHT AS DESCRIBED, CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO THE
 CC0781'GATE AT THE NORTHWEST CORNER OF THE FENCED ENCLOSURE AROUND THE
 CC0781'GRAVEL PIT, GO THRU THE GATE AND FOLLOW THE TRACK ROAD AROUND
 CC0781'TO THE SOUTHEAST CORNER OF THE ENCLOSURE AND THE STATION AS
 CC0781'DESCRIBED.
 CC0781'
 CC0781'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 CC0781'WNW OF KERMIT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1549 ***********************************************************************
 AB1549  DESIGNATION -  GULF 1939
 AB1549  PID         -  AB1549
 AB1549  STATE/COUNTY-  TX/WILLACY
 AB1549  USGS QUAD   -  GREEN ISLAND (1970)
 AB1549
 AB1549                         *CURRENT SURVEY CONTROL
 AB1549  ___________________________________________________________________
 AB1549* NAD 83(1993)-  26 28 06.12131(N)    097 15 05.39112(W)     ADJUSTED  
 AB1549* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AB1549  ___________________________________________________________________
 AB1549  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AB1549  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 AB1549
 AB1549  HORZ ORDER  -  SECOND
 AB1549
 AB1549.The horizontal coordinates were established by classical geodetic methods
 AB1549.and adjusted by the National Geodetic Survey in February 1996..
 AB1549
 AB1549.The orthometric height was scaled from a topographic map.
 AB1549
 AB1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1549
 AB1549.The geoid height was determined by GEOID03.
 AB1549
 AB1549;                    North         East     Units Scale Factor Converg.
 AB1549;SPC TX S     - 5,089,438.462   424,487.599   MT  0.99993771   +0 34 00.6
 AB1549;SPC TX S     -16,697,599.35  1,392,673.06   sFT  0.99993771   +0 34 00.6
 AB1549;UTM  14      - 2,928,739.853   674,302.750   MT  0.99997510   +0 46 46.2
 AB1549
 AB1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1549!SPC TX S     -   1.00000321  x   0.99993771  =   0.99994092
 AB1549!UTM  14      -   1.00000321  x   0.99997510  =   0.99997831
 AB1549
 AB1549:                Primary Azimuth Mark                     Grid Az
 AB1549:SPC TX S     -  CAMWILL 1939                             168 42 23.9
 AB1549:UTM  14      -  CAMWILL 1939                             168 29 38.3
 AB1549
 AB1549|---------------------------------------------------------------------|
 AB1549| PID    Reference Object                     Distance      Geod. Az  |
 AB1549|                                                           dddmmss.s |
 AB1549| AB1485 CAMWILL 1939                        APPROX. 6.6 KM 1691624.5 |
 AB1549|---------------------------------------------------------------------|
 AB1549
 AB1549                          SUPERSEDED SURVEY CONTROL
 AB1549
 AB1549  NAD 83(1986)-  26 28 06.13817(N)    097 15 05.35409(W) AD(       ) 2
 AB1549  NAD 27      -  26 28 04.88900(N)    097 15 04.44400(W) AD(       ) 2
 AB1549
 AB1549.Superseded values are not recommended for survey control.
 AB1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1549.See file dsdata.txt to determine how the superseded data were derived.
 AB1549
 AB1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7430328740(NAD 83)
 AB1549_MARKER: P = PIPE CAP
 AB1549_SETTING: 0 = UNSPECIFIED SETTING
 AB1549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1549
 AB1549  HISTORY     - Date     Condition        Report By
 AB1549  HISTORY     - 1939     MONUMENTED       CGS
 AB1549  HISTORY     - 1949     MARK NOT FOUND   CGS
 AB1549  HISTORY     - 1964     GOOD             CGS
 AB1549  HISTORY     - 1968     MARK NOT FOUND   CGS
 AB1549
 AB1549                          STATION DESCRIPTION
 AB1549
 AB1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1549'STATION GULF IS LOCATED ABOUT 28.25 MILES NNW OF BRAZOS SANTIAGO
 AB1549'PASS AND ABOUT 0.6 MILE W OF THE BEACH.  IT IS OPPOSITE THE
 AB1549'WRECK OF THE BOAT MARY JANE, WHICH IS APPROXIMATELY 100 YARDS
 AB1549'FROM THE HIGH-WATER LINE, NEXT TO THE SAND DUNES.  IT IS ON A
 AB1549'BARE SAND FLAT, ABOUT 75 YARDS W OF A HIGH BARE SAND DUNE.
 AB1549'
 AB1549'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE TOP
 AB1549'OF A 3-INCH GALVANIZED-IRON PIPE, 6 FEET LONG, EMBEDDED IN
 AB1549'CONCRETE AND PROJECTING 18 INCHES ABOVE THE GROUND.
 AB1549'
 AB1549'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1549
 AB1549                          STATION RECOVERY (1949)
 AB1549
 AB1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1549'STATION SITE IS COVERED BY SHIFTING SAND DUNES 30 FEET TO 50
 AB1549'FEET HIGH AND STATION WAS NOT FOUND.
 AB1549
 AB1549                          STATION RECOVERY (1964)
 AB1549
 AB1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CHS)
 AB1549'STATION WAS RECOVERED IN GOOD CONDITION.
 AB1549
 AB1549                          STATION RECOVERY (1968)
 AB1549
 AB1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1549'STATION NOT RECOVERED, BUT IS BELIEVED TO BE INTACT AND COVERED
 AB1549'BY DRIFTING SAND.  A THOROUGH SEARCH WAS MADE OF THE GENERAL
 AB1549'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0666 ***********************************************************************
 BN0666  DESIGNATION -  GULF AMP 15 GULF OIL 1956
 BN0666  PID         -  BN0666
 BN0666  STATE/COUNTY-  TX/GILLESPIE
 BN0666  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 BN0666
 BN0666                         *CURRENT SURVEY CONTROL
 BN0666  ___________________________________________________________________
 BN0666* NAD 83(1993)-  30 20 48.75145(N)    098 46 02.64968(W)     ADJUSTED  
 BN0666* NAVD 88     -       626.     (meters)    2054.     (feet)  SCALED    
 BN0666  ___________________________________________________________________
 BN0666  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 BN0666  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BN0666
 BN0666  HORZ ORDER  -  SECOND
 BN0666
 BN0666.The horizontal coordinates were established by classical geodetic methods
 BN0666.and adjusted by the National Geodetic Survey in February 1996..
 BN0666
 BN0666.The orthometric height was scaled from a topographic map.
 BN0666
 BN0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0666
 BN0666.The geoid height was determined by GEOID03.
 BN0666
 BN0666;                    North         East     Units Scale Factor Converg.
 BN0666;SPC TX C     - 3,076,465.319   850,549.573   MT  0.99994651   +0 48 23.6
 BN0666;SPC TX C     -10,093,369.97  2,790,511.39   sFT  0.99994651   +0 48 23.6
 BN0666;UTM  14      - 3,357,245.899   522,355.074   MT  0.99960617   +0 07 03.1
 BN0666
 BN0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0666!SPC TX C     -   0.99990522  x   0.99994651  =   0.99985174
 BN0666!UTM  14      -   0.99990522  x   0.99960617  =   0.99951143
 BN0666
 BN0666                          SUPERSEDED SURVEY CONTROL
 BN0666
 BN0666  NAD 83(1986)-  30 20 48.76139(N)    098 46 02.63560(W) AD(       ) 2
 BN0666  NAD 27      -  30 20 48.04530(N)    098 46 01.50230(W) AD(       ) 2
 BN0666
 BN0666.Superseded values are not recommended for survey control.
 BN0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0666.See file dsdata.txt to determine how the superseded data were derived.
 BN0666
 BN0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU2235557246(NAD 83)
 BN0666_MARKER: DD = SURVEY DISK
 BN0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0666+STABILITY: SURFACE MOTION
 BN0666
 BN0666  HISTORY     - Date     Condition        Report By
 BN0666  HISTORY     - 1956     MONUMENTED       GULF
 BN0666  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0666  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0666
 BN0666                          STATION DESCRIPTION
 BN0666
 BN0666'DESCRIBED BY GULF REFINING COMPANY 1956 (WFD)
 BN0666'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF FREDERICKSBURG,
 BN0666'6 MILES SOUTHWEST OF WILLOW CITY AND ABOUT 0.75 MILE SOUTHEAST OF
 BN0666'STATE HIGHWAY 16.  IT IS A BRONZE DISK, STAMPED GULF AMP
 BN0666'15 S-3-BH, SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 BN0666'FLUSH WITH THE SURFACE OF THE GROUND.  IT WAS LOCATED FROM
 BN0666'TRIANGULATION STATION KNEESE AND THE DISTANCE WAS FOUND TO
 BN0666'BE 69.72 FEET (OR 21.252 METERS).
 BN0666
 BN0666                          STATION RECOVERY (1993)
 BN0666
 BN0666'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0666'MARK NOT FOUND.
 BN0666
 BN0666                          STATION RECOVERY (1996)
 BN0666
 BN0666'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6750 ***********************************************************************
 AW6750  DESIGNATION -  GULF COAST
 AW6750  PID         -  AW6750
 AW6750  STATE/COUNTY-  TX/HARRIS
 AW6750  USGS QUAD   -  ALDINE (1995)
 AW6750
 AW6750                         *CURRENT SURVEY CONTROL
 AW6750  ___________________________________________________________________
 AW6750* NAD 83(1993)-  29 55 11.94125(N)    095 24 26.06506(W)     ADJUSTED  
 AW6750* NAVD 88     -        26.36   (+/-2cm)      86.5    (feet)  VERTCON   
 AW6750  ___________________________________________________________________
 AW6750  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6750  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW6750
 AW6750  HORZ ORDER  -  THIRD
 AW6750  VERT ORDER  -  THIRD ? (See Below)
 AW6750
 AW6750.The horizontal coordinates were established by classical geodetic methods
 AW6750.and adjusted by the National Geodetic Survey in February 1996..
 AW6750
 AW6750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6750.The vertical order pertains to the NGVD 29 superseded value.
 AW6750
 AW6750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6750
 AW6750.The geoid height was determined by GEOID03.
 AW6750
 AW6750;                    North         East     Units Scale Factor Converg.
 AW6750;SPC TXSC     - 4,236,587.767   946,845.809   MT  0.99991522   +1 45 36.5
 AW6750;SPC TXSC     -13,899,538.37  3,106,443.29   sFT  0.99991522   +1 45 36.5
 AW6750;UTM  15      - 3,312,354.909   267,606.610   MT  1.00026638   -1 12 04.5
 AW6750
 AW6750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6750!SPC TXSC     -   1.00000019  x   0.99991522  =   0.99991541
 AW6750!UTM  15      -   1.00000019  x   1.00026638  =   1.00026657
 AW6750
 AW6750|---------------------------------------------------------------------|
 AW6750| PID    Reference Object                     Distance      Geod. Az  |
 AW6750|                                                           dddmmss.s |
 AW6750| AW3186 GULF COAST RM 1                      35.234 METERS 03341     |
 AW6750| AW3187 GULF COAST RM 2                      34.561 METERS 10959     |
 AW6750| AW6757 GULF COAST RM 3                      22.350 METERS 15735     |
 AW6750| AW6752 HOUSTON RAD STA KLEE N MAST         APPROX. 1.9 KM 2684720.2 |
 AW6750| AW3185 GULF COAST AZ MK                                   3495902.6 |
 AW6750|---------------------------------------------------------------------|
 AW6750
 AW6750                          SUPERSEDED SURVEY CONTROL
 AW6750
 AW6750  NAD 83(1986)-  29 55 11.95603(N)    095 24 26.04652(W) AD(       ) 3
 AW6750  NAD 27      -  29 55 11.15248(N)    095 24 25.26980(W) AD(       ) 3
 AW6750  NGVD 29 (07/19/86)   26.36   (m)           86.5    (f) LEVELING    3  
 AW6750
 AW6750.Superseded values are not recommended for survey control.
 AW6750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6750.See file dsdata.txt to determine how the superseded data were derived.
 AW6750
 AW6750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6760712355(NAD 83)
 AW6750_MARKER: DS = TRIANGULATION STATION DISK
 AW6750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6750_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6750+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW6750
 AW6750  HISTORY     - Date     Condition        Report By
 AW6750  HISTORY     - 1952     MONUMENTED       CGS
 AW6750  HISTORY     - 1954     MARK NOT FOUND   CGS
 AW6750  HISTORY     - 1958     SEE DESCRIPTION  HLPCO
 AW6750  HISTORY     - 1968     MARK NOT FOUND   CGS
 AW6750  HISTORY     - 1973     GOOD             NGS
 AW6750  HISTORY     - 1983     GOOD             LOCSUR
 AW6750  HISTORY     - 1984     GOOD             TXHD
 AW6750  HISTORY     - 20040329 GOOD             USPSQD
 AW6750
 AW6750                          STATION DESCRIPTION
 AW6750
 AW6750'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6750'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF WESTFIELD IN
 AW6750'THE GULF COAST AIRPORT WHICH IS OWNED AND OPERATED BY MR.
 AW6750'T.W. BEAL.  IT IS 131 FEET WEST OF THE CENTER OF LOOP ROAD
 AW6750'149 AND 36 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A HANGAR.
 AW6750'IT IS STAMPED GULF COAST 1952 AND IS SET FLUSH WITH THE GROUND.
 AW6750'
 AW6750'REFERENCE MARK NO. 1 IS 100 FEET NORTHEAST OF THE NORTHEAST
 AW6750'CORNER OF A HANGAR AND 41 FEET WEST OF THE CENTER OF LOOP
 AW6750'ROAD 149.  IT IS STAMPED GULF COAST NO 1 1952 AND IT IS SET
 AW6750'FLUSH.
 AW6750'
 AW6750'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE CENTER OF LOOP
 AW6750'ROAD 149 AND 1.0 FOOT WEST OF AN ELECTRIC LINE BRACE POLE.
 AW6750'IT IS STAMPED GULF COAST NO 2 1952 AND IS SET FLUSH.
 AW6750'
 AW6750'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 141.35 FEET.
 AW6750'
 AW6750'THE AZIMUTH MARK IS 60 FEET EAST OF THE CENTER OF LOOP ROAD
 AW6750'149, 30 FEET SOUTH OF CENTER OF A CATTLE GUARD, 1.5 FEET
 AW6750'SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH
 AW6750'FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED GULF COAST
 AW6750'1952.
 AW6750'
 AW6750'TO REACH THE STATION FROM THE CROSS STREET JUST NORTH OF THE
 AW6750'POST OFFICE IN WESTFIELD GO WEST FOR 1.5 MILES TO U.S. HIGHWAY
 AW6750'75, TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 75 FOR 6.0 MILES
 AW6750'TO THE JUNCTION WITH LOOP ROAD 149, TURN LEFT AND GO UNDER
 AW6750'OVERPASS BRIDGE FOLLOWING LOOP ROAD EAST AND SOUTH FOR 0.65
 AW6750'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 AW6750'SOUTH ON LOOP ROAD 149 FOR 0.3 MILE TO THE ENTRANCE INTO THE
 AW6750'AIRPORT ON THE RIGHT AND THE STATION AS DESCRIBED.
 AW6750
 AW6750                          STATION RECOVERY (1954)
 AW6750
 AW6750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW6750'GULF COAST 1952 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS
 AW6750'COVERED WITH CONCRETE IN THE CENTER OF AN AIRPLANE HANGAR.
 AW6750'
 AW6750'GULF COAST R.M. 1 IS 1.9 MILES WEST ALONG FARM ROAD 525 FROM
 AW6750'THE CROSSING OF THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AW6750'AT ALDINE, THENCE 0.8 MILE SOUTH ALONG U.S. HIGHWAY 75 A,
 AW6750'86 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH HANGAR
 AW6750'AT THE GULF COAST AIRPORT, 40 FEET WEST OF THE CENTER LINE
 AW6750'OF THE HIGHWAY, 80 FEET SOUTH OF A POWER POLE, 1 FOOT SOUTH
 AW6750'OF A WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP OF
 AW6750'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 AW6750'STAMPED GULF COAST NO 1 1952.
 AW6750'
 AW6750'GULF COAST R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW6750'
 AW6750'GULF COAST 1952 AZIMUTH IS 0.25 MILE NORTHEAST OF TRIANGULATION
 AW6750'STATION GULF COAST 1952, 59.5 FEET EAST OF THE CENTER LINE
 AW6750'OF U.S. HIGHWAY 75 A, 29.5 FEET SOUTH OF THE CENTER LINE OF A
 AW6750'SHELL ROAD, 22 FEET SOUTH OF THE SOUTH END OF A CATTLE GUARD,
 AW6750'0.9 FOOT WEST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS POST,
 AW6750'AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AW6750'PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED GULF COAST 1952.
 AW6750
 AW6750                          STATION RECOVERY (1958)
 AW6750
 AW6750'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1958 (RMM)
 AW6750'THE SURFACE MONUMENT HAS BEEN DESTROYED, SUB SURFACE MONUMENT
 AW6750'IS IN GOOD CONDITION.
 AW6750'
 AW6750'THE GULF COAST AIRPORT HAS BEEN ABANDONED AND ALL BUILDINGS
 AW6750'ETC. REMOVED.
 AW6750'
 AW6750'THE AZ. MARKER AND REFERENCE MONUMENT NO. 2 ARE IN GOOD
 AW6750'CONDITION.
 AW6750'
 AW6750'REFERENCE MONUMENT NO. 1 IS STILL IN PLACE BUT HAS BEEN HIT
 AW6750'BY BULLDOZER AND DAMAGED.  LOOP ROAD NO. 149 IS AIRLINE ROAD
 AW6750'(EAST MONTGOMERY RD.)
 AW6750'
 AW6750'PART OF THE GULF COAST AIRPORT IS NOW OCCUPIED BY ALDINE
 AW6750'HIGH SCHOOL.
 AW6750
 AW6750                          STATION RECOVERY (1968)
 AW6750
 AW6750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6750'THE UNDERGROUND STATION MARK, BOTH REFERENCE MARKS AND THE
 AW6750'AZIMUTH MARK WERE RECOVERED.  THE ORIGINAL POSITION WAS HELD
 AW6750'AND THE UNDERGROUND MARK WAS LOWERED AND A NEW SURFACE MARK
 AW6750'WAS ESTABLISHED AT THIS TIME.  BOTH REFERENCE MARKS HAVE BEEN
 AW6750'HIT WITH HEAVY MACHINERY AND ARE LEANING.  A DIFFERENCE WAS
 AW6750'FOUND IN BOTH THE HORIZONTAL DISTANCE AND DIRECTION.  REFERENCE
 AW6750'MARK 3 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.  THE AIRPORT
 AW6750'IS GONE AND A SCHOOL IS ON THE OLD AIRPORT SITE.  FOLLOWING
 AW6750'IS A NEW DESCRIPTION.
 AW6750'
 AW6750'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF
 AW6750'WESTFIELD, 6 MILES SOUTHWEST OF THE CENTER OF THE HOUSTON
 AW6750'JETERO INTERNATIONAL AIRPORT AND ON THE PROPERTY OF THE
 AW6750'THOMAS J. STOVALL JUNIOR HIGH SCHOOL.
 AW6750'
 AW6750'TO REACH THE STATION FROM WHERE INTERSTATE-45 CROSSES ALDINE
 AW6750'ROAD, GO EAST ON ALDINE ROAD FOR ABOUT 100 FEET.  TURN RIGHT
 AW6750'AND GO SOUTH ON AIRLINE DRIVE FOR 0.55 MILE TO A SHELL SIDE
 AW6750'ROAD ON THE LEFT AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE
 AW6750'OF THE ROADS.  CONTINUE SOUTH ON AIRLINE DRIVE FOR 0.3 MILE
 AW6750'TO THE STATION ON THE RIGHT ABOUT 300 FEET NORTH OF THE
 AW6750'SCHOOL BUILDING.
 AW6750'
 AW6750'THE STATION MARK IS A STANDARD DISK STAMPED GULF COAST 1952
 AW6750'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6750'THAT IS FLUSH WITH THE GROUND.  IT IS 145 FEET NORTHEAST
 AW6750'OF THE SOUTHEAST CORNER OF A CHAIN-LINK BACKSTOP, 128 FEET
 AW6750'WEST-SOUTHWEST OF THE CENTER OF AIRLINE DRIVE AND 113 FEET
 AW6750'WEST OF A POWER LINE POLE.
 AW6750'
 AW6750'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GULF COAST NO 1
 AW6750'1952, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW6750'THAT PROJECTS 1 INCH.  IT IS 80.3 FEET SOUTH-SOUTHEAST OF
 AW6750'POWER LINE POLE NUMBER 11600, 52.6 FEET NORTH-NORTHWEST OF
 AW6750'POWER LINE POLE NUMBER 11548, 40.4 FEET WEST-SOUTHWEST OF THE
 AW6750'CENTER OF AIRLINE DRIVE AND 1 FOOT NORTH-NORTHWEST OF A METAL
 AW6750'WITNESS POST.  (BENCH MARK ALSO)
 AW6750'
 AW6750'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GULF COAST NO 2
 AW6750'1952, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW6750'THAT IS FLUSH WITH THE GROUND.  IT IS 91.9 FEET NORTH-NORTHWEST
 AW6750'OF THE NORTH ONE OF TWO METAL GATE POST, 40.2 FEET WEST-SOUTHWEST
 AW6750'OF THE CENTER OF AIRLINE DRIVE, 2.8 FEET SOUTH OF A POWER
 AW6750'LINE POLE AND 1.6 FEET SOUTH OF A METAL WITNESS POST.
 AW6750'(BENCH MARK ALSO)
 AW6750'
 AW6750'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GULF COAST 1952
 AW6750'NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW6750'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 154 FEET
 AW6750'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE CHAIN-LINK
 AW6750'BACKSTOP, 121.5 FEET WEST-NORTHWEST OF THE METAL GATE POST,
 AW6750'85.4 FEET SOUTHWEST OF A POWER LINE POLE AND 78.4 FEET NORTH
 AW6750'OF THE NORTHEAST CORNER OF A PARKING LOT.
 AW6750'
 AW6750'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GULF COAST 1952
 AW6750'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 AW6750'PROJECTS 6 INCHES.  IT IS 58.4 FEET EAST-NORTHEAST OF THE
 AW6750'CENTER OF AIRLINE DRIVE, 29 FEET SOUTH-SOUTHWEST OF THE CENTER
 AW6750'OF A SHELL ROAD AND 1.2 FEET NORTH OF A METAL WITNESS POST.
 AW6750'(BENCH MARK ALSO)
 AW6750'
 AW6750'HEIGHT OF LIGHT ABOVE STATION MARK 5.5 FEET.
 AW6750
 AW6750                          STATION RECOVERY (1973)
 AW6750
 AW6750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 AW6750'STATION GULF COAST 1952, R.M. 1, R.M. 2, AND R.M. 3 WERE
 AW6750'RECOVERED IN GOOD CONDITION AS DESCRIBED BY H.H. IN 1968.
 AW6750'
 AW6750'THE AZIMUTH MARK GULF COAST 1952 WAS SEARCHED FOR BUT NOT
 AW6750'RECOVERED
 AW6750'
 AW6750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SSE
 AW6750'OF WESTFIELD.
 AW6750
 AW6750                          STATION RECOVERY (1983)
 AW6750
 AW6750'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AW6750'STATION FOUND IN GOOD CONDITION.
 AW6750'
 AW6750'AZIMUTH MARK NOT FOUND, PRESUMED DESTROYED.
 AW6750
 AW6750                          STATION RECOVERY (1984)
 AW6750
 AW6750'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 AW6750'GULF COAST 1952 1968 FOUND GOOD CONDITION.
 AW6750'
 AW6750'RM 2 FOUND GOOD CONDITION.  WITNESS POST REMOVED.
 AW6750'
 AW6750'RM 1 NOT SEARCHED FOR.
 AW6750'
 AW6750'AZ MK NOT SEARCHED FOR.
 AW6750
 AW6750                          STATION RECOVERY (2004)
 AW6750
 AW6750'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW6750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3185 ***********************************************************************
 AW3185  DESIGNATION -  GULF COAST AZ MK
 AW3185  PID         -  AW3185
 AW3185  STATE/COUNTY-  TX/HARRIS
 AW3185  USGS QUAD   -  ALDINE (1995)
 AW3185
 AW3185                         *CURRENT SURVEY CONTROL
 AW3185  ___________________________________________________________________
 AW3185* NAD 83(1986)-  29 55 27.     (N)    095 24 29.     (W)     SCALED    
 AW3185* NAVD 88     -        26.83   (+/-2cm)      88.0    (feet)  VERTCON   
 AW3185  ___________________________________________________________________
 AW3185  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW3185
 AW3185  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3185
 AW3185.The horizontal coordinates were scaled from a topographic map and have
 AW3185.an estimated accuracy of +/- 6 seconds.
 AW3185
 AW3185.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3185.The vertical order pertains to the NGVD 29 superseded value.
 AW3185
 AW3185.The geoid height was determined by GEOID03.
 AW3185
 AW3185;                    North         East    Units  Estimated Accuracy
 AW3185;SPC TXSC     - 4,237,050.      946,750.      MT  (+/- 180 meters Scaled)
 AW3185
 AW3185                          SUPERSEDED SURVEY CONTROL
 AW3185
 AW3185  NGVD 29 (??/??/92)   26.823  (m)           88.00   (f) ADJ UNCH    1 2
 AW3185
 AW3185.Superseded values are not recommended for survey control.
 AW3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3185.See file dsdata.txt to determine how the superseded data were derived.
 AW3185
 AW3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP675128(NAD 83)
 AW3185_MARKER: DZ = AZIMUTH MARK DISK
 AW3185_SETTING: 0 = UNSPECIFIED SETTING
 AW3185_STAMPING: GULF COAST 1952
 AW3185_MARK LOGO: CGS   
 AW3185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3185+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW3185
 AW3185  HISTORY     - Date     Condition        Report By
 AW3185  HISTORY     - 1952     MONUMENTED       CGS
 AW3185  HISTORY     - 1968     GOOD             NGS
 AW3185  HISTORY     - 20040329 GOOD             USPSQD
 AW3185
 AW3185                          STATION DESCRIPTION
 AW3185
 AW3185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AW3185'11.5 MI NNW FROM HOUSTON.
 AW3185'TO REACH FROM WHERE INTERSTATE-45 CROSSES ALDINE ROAD, GO EAST ON
 AW3185'ALDINE ROAD FOR ABOUT 100 FEET.  TURN RIGHT AND GO SOUTH ON AIRLINE
 AW3185'DRIVE FOR 0.55 MILE TO A SHELL SIDE ROAD ON THE LEFT AND THE MARK IN
 AW3185'THE SOUTHEAST ANGLE OF THE ROADS.  IT IS 58.4 FEET EAST-NORTHEAST OF
 AW3185'THE CENTER OF AIRLINE DRIVE, 29 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 AW3185'A SHELL ROAD AND 1.2 FEET NORTH OF A METAL WITNESS POST.
 AW3185
 AW3185                          STATION RECOVERY (2004)
 AW3185
 AW3185'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3186 ***********************************************************************
 AW3186  DESIGNATION -  GULF COAST RM 1
 AW3186  PID         -  AW3186
 AW3186  STATE/COUNTY-  TX/HARRIS
 AW3186  USGS QUAD   -  ALDINE (1995)
 AW3186
 AW3186                         *CURRENT SURVEY CONTROL
 AW3186  ___________________________________________________________________
 AW3186* NAD 83(1986)-  29 55 12.     (N)    095 24 26.     (W)     SCALED    
 AW3186* NAVD 88     -        26.52   (+/-2cm)      87.0    (feet)  VERTCON   
 AW3186  ___________________________________________________________________
 AW3186  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW3186
 AW3186  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3186
 AW3186.The horizontal coordinates were scaled from a topographic map and have
 AW3186.an estimated accuracy of +/- 6 seconds.
 AW3186
 AW3186.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3186.The vertical order pertains to the NGVD 29 superseded value.
 AW3186
 AW3186.The geoid height was determined by GEOID03.
 AW3186
 AW3186;                    North         East    Units  Estimated Accuracy
 AW3186;SPC TXSC     - 4,236,590.      946,850.      MT  (+/- 180 meters Scaled)
 AW3186
 AW3186                          SUPERSEDED SURVEY CONTROL
 AW3186
 AW3186  NGVD 29 (??/??/92)   26.512  (m)           86.98   (f) ADJ UNCH    1 2
 AW3186
 AW3186.Superseded values are not recommended for survey control.
 AW3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3186.See file dsdata.txt to determine how the superseded data were derived.
 AW3186
 AW3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP676123(NAD 83)
 AW3186_MARKER: DR = REFERENCE MARK DISK
 AW3186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3186_STAMPING: GULF COAST NO 1 1952
 AW3186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3186+STABILITY: SURFACE MOTION
 AW3186
 AW3186  HISTORY     - Date     Condition        Report By
 AW3186  HISTORY     - 1952     MONUMENTED       CGS
 AW3186  HISTORY     - 1968     GOOD             NGS
 AW3186  HISTORY     - 1976     GOOD             USGS
 AW3186
 AW3186                          STATION DESCRIPTION
 AW3186
 AW3186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AW3186'11.5 MI NNW FROM HOUSTON.
 AW3186'TO REACH FROM WHERE INTERSTATE-45 CROSSES ALDINE ROAD, GO EAST ON
 AW3186'ALDINE ROAD FOR ABOUT 100 FEET, TURN RIGHT AND GO SOUTH ON AIRLINE
 AW3186'DRIVE FOR 0.85 MILE TO THE MARK ON THE RIGHT.  IT IS 80.3 FEET
 AW3186'SOUTH-SOUTHEAST OF POWER LINE POLE NUMBER 11600, 52.6 FEET
 AW3186'NORTH-NORTHWEST OF POWER LINE POLE NUMBER 11548, 40.4 FEET
 AW3186'WEST-SOUTHWEST OF THE CENTER OF AIRLINE DRIVE AND 1 FOOT
 AW3186'NORTH-NORTHWEST OF A METAL WITNESS POST.  NOTE-- THE MARK HAS BEEN HIT
 AW3186'WITH HEAVY EQUIPMENT AND IS LEANING.
 AW3186
 AW3186                          STATION RECOVERY (1976)
 AW3186
 AW3186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW3186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3187 ***********************************************************************
 AW3187  DESIGNATION -  GULF COAST RM 2
 AW3187  PID         -  AW3187
 AW3187  STATE/COUNTY-  TX/HARRIS
 AW3187  USGS QUAD   -  ALDINE (1995)
 AW3187
 AW3187                         *CURRENT SURVEY CONTROL
 AW3187  ___________________________________________________________________
 AW3187* NAD 83(1986)-  29 55 12.     (N)    095 24 26.     (W)     SCALED    
 AW3187* NAVD 88     -        26.48   (+/-2cm)      86.9    (feet)  VERTCON   
 AW3187  ___________________________________________________________________
 AW3187  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW3187
 AW3187  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3187
 AW3187.The horizontal coordinates were scaled from a topographic map and have
 AW3187.an estimated accuracy of +/- 6 seconds.
 AW3187
 AW3187.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3187.The vertical order pertains to the NGVD 29 superseded value.
 AW3187
 AW3187.The geoid height was determined by GEOID03.
 AW3187
 AW3187;                    North         East    Units  Estimated Accuracy
 AW3187;SPC TXSC     - 4,236,590.      946,850.      MT  (+/- 180 meters Scaled)
 AW3187
 AW3187                          SUPERSEDED SURVEY CONTROL
 AW3187
 AW3187  NGVD 29 (??/??/92)   26.481  (m)           86.88   (f) ADJ UNCH    1 2
 AW3187
 AW3187.Superseded values are not recommended for survey control.
 AW3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3187.See file dsdata.txt to determine how the superseded data were derived.
 AW3187
 AW3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP676123(NAD 83)
 AW3187_MARKER: DR = REFERENCE MARK DISK
 AW3187_SETTING: 0 = UNSPECIFIED SETTING
 AW3187_STAMPING: GULF COAST NO2 1952
 AW3187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3187
 AW3187  HISTORY     - Date     Condition        Report By
 AW3187  HISTORY     - 1952     MONUMENTED       CGS
 AW3187  HISTORY     - 1968     GOOD             NGS
 AW3187  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW3187  HISTORY     - 1988     GOOD             USPSQD
 AW3187  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW3187
 AW3187                          STATION DESCRIPTION
 AW3187
 AW3187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AW3187'11.5 MI NNW FROM HOUSTON.
 AW3187'TO REACH FROM WHERE INTERSTATE-45 CROSSES ALDINE ROAD, GO EAST ON
 AW3187'ALDINE ROAD FOR ABOUT 100 FEET.  TURN RIGHT AND GO SOUTH ON AIRLINE
 AW3187'DRIVE FOR 0.85 MILE TO THE MARK ON THE RIGHT.  IT IS 91.9 FEET
 AW3187'NORTH-NORTHWEST OF THE NORTH ONE OF TWO METAL GATE POST, 40.2 FEET
 AW3187'WEST-SOUTHWEST OF THE CENTER OF AIRLINE DRIVE, 2.8 FEET SOUTH OF A
 AW3187'POWER LINE POLE AND 1.6 FEET SOUTH OF A METAL WITNESS POST.
 AW3187
 AW3187                          STATION RECOVERY (1976)
 AW3187
 AW3187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW3187'MARK NOT FOUND.
 AW3187
 AW3187                          STATION RECOVERY (1988)
 AW3187
 AW3187'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW3187'RECOVERED IN GOOD CONDITION.
 AW3187
 AW3187                          STATION RECOVERY (2004)
 AW3187
 AW3187'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6757 ***********************************************************************
 AW6757  DESIGNATION -  GULF COAST RM 3
 AW6757  PID         -  AW6757
 AW6757  STATE/COUNTY-  TX/HARRIS
 AW6757  USGS QUAD   -  ALDINE (1995)
 AW6757
 AW6757                         *CURRENT SURVEY CONTROL
 AW6757  ___________________________________________________________________
 AW6757* NAD 83(1993)-  29 55 11.27027(N)    095 24 25.74727(W)     ADJUSTED  
 AW6757* NAVD 88     -        26.34   (+/-2cm)      86.4    (feet)  VERTCON   
 AW6757  ___________________________________________________________________
 AW6757  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6757  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW6757
 AW6757  HORZ ORDER  -  FIRST
 AW6757  VERT ORDER  -  THIRD ? (See Below)
 AW6757
 AW6757.The horizontal coordinates were established by classical geodetic methods
 AW6757.and adjusted by the National Geodetic Survey in February 1996..
 AW6757
 AW6757.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6757.The vertical order pertains to the NGVD 29 superseded value.
 AW6757
 AW6757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6757
 AW6757.The geoid height was determined by GEOID03.
 AW6757
 AW6757;                    North         East     Units Scale Factor Converg.
 AW6757;SPC TXSC     - 4,236,567.379   946,854.963   MT  0.99991519   +1 45 36.7
 AW6757;SPC TXSC     -13,899,471.48  3,106,473.32   sFT  0.99991519   +1 45 36.7
 AW6757;UTM  15      - 3,312,334.069   267,614.701   MT  1.00026633   -1 12 04.3
 AW6757
 AW6757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6757!SPC TXSC     -   1.00000019  x   0.99991519  =   0.99991538
 AW6757!UTM  15      -   1.00000019  x   1.00026633  =   1.00026652
 AW6757
 AW6757:                Primary Azimuth Mark                     Grid Az
 AW6757:SPC TXSC     -  ALDINE UTILITIES SERV CO TANK            014 09 24.7
 AW6757:UTM  15      -  ALDINE UTILITIES SERV CO TANK            017 07 05.7
 AW6757
 AW6757|---------------------------------------------------------------------|
 AW6757| PID    Reference Object                     Distance      Geod. Az  |
 AW6757|                                                           dddmmss.s |
 AW6757| AW6755 ALDINE UTILITIES SERV CO TANK       APPROX. 4.8 KM 0155501.4 |
 AW6757| AW6752 HOUSTON RAD STA KLEE N MAST         APPROX. 1.9 KM 2692543.7 |
 AW6757| AW6758 ALDINE KDM 629 RAD MAST             APPROX. 3.1 KM 3423240.0 |
 AW6757|---------------------------------------------------------------------|
 AW6757
 AW6757                          SUPERSEDED SURVEY CONTROL
 AW6757
 AW6757  NAD 83(1986)-  29 55 11.28511(N)    095 24 25.72876(W) AD(       ) 1
 AW6757  NAD 27      -  29 55 10.48148(N)    095 24 24.95202(W) AD(       ) 1
 AW6757  NGVD 29 (07/19/86)   26.34   (m)           86.4    (f) LEVELING    3  
 AW6757
 AW6757.Superseded values are not recommended for survey control.
 AW6757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6757.See file dsdata.txt to determine how the superseded data were derived.
 AW6757
 AW6757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6761512334(NAD 83)
 AW6757_MARKER: DR = REFERENCE MARK DISK
 AW6757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW6757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6757+STABILITY: SURFACE MOTION
 AW6757
 AW6757  HISTORY     - Date     Condition        Report By
 AW6757  HISTORY     - 1968     MONUMENTED       CGS
 AW6757  HISTORY     - 1984     GOOD             TXHD
 AW6757
 AW6757                          STATION DESCRIPTION
 AW6757
 AW6757'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6757'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF WESTFIELD,
 AW6757'6 MILES SOUTHWEST OF THE CENTER OF THE HOUSTON INTERCONTINENTAL
 AW6757'AIRPORT AND ON THE PROPERTY OF THE THOMAS J. STOVALL JUNIOR HIGH
 AW6757'SCHOOL.
 AW6757'
 AW6757'TO REACH THE STATION FROM WHERE INTERSTATE-45 CROSSES ALDINE ROAD,
 AW6757'GO EAST ON ALDINE ROAD FOR ABOUT 100 FEET.  TURN RIGHT AND GO SOUTH
 AW6757'ON AIRLINE DRIVE FOR 0.55 MILE TO A SHELL SIDE ROAD ON THE LEFT AND
 AW6757'THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE ROADS.  CONTINUE
 AW6757'SOUTH ON AIRLINE DRIVE FOR 0.3 MILE TO THE STATION ON THE RIGHT
 AW6757'ABOUT 300 FEET NORTH OF THE SCHOOL BUILDING.
 AW6757'
 AW6757'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED GULF COAST 1952
 AW6757'NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6757'IS FLUSH.  IT IS 154 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER
 AW6757'OF A CHAIN-LINK BACKSTOP, 121.5 FEET WEST-NORTHWEST OF THE NORTH
 AW6757'ONE OF TWO METAL GATE POSTS, 85.4 FEET SOUTHWEST OF A POWER LINE
 AW6757'POLE AND 78.4 FEET NORTH OF THE NORTHEAST CORNER OF A PARKING LOT.
 AW6757'
 AW6757'GULF COAST 1952 1968 IS A STANDARD DISK STAMPED GULF COAST 1952
 AW6757'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6757'THAT IS FLUSH.  IT IS 145 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 AW6757'THE CHAIN-LINK BACKSTOP, 128 FEET WEST-SOUTHWEST OF THE CENTER OF
 AW6757'AIRLINE DRIVE AND 113 FEET WEST OF A POWER LINE POLE.
 AW6757'
 AW6757'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 AW6757
 AW6757                          STATION RECOVERY (1984)
 AW6757
 AW6757'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (CLJ)
 AW6757'GULF COAST RM 3 1968 FOUND GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0520 ***********************************************************************
 AM0520  DESIGNATION -  GULF MUNICIPAL TANK
 AM0520  PID         -  AM0520
 AM0520  STATE/COUNTY-  TX/MATAGORDA
 AM0520  USGS QUAD   -  MATAGORDA (1972)
 AM0520
 AM0520                         *CURRENT SURVEY CONTROL
 AM0520  ___________________________________________________________________
 AM0520* NAD 83(1993)-  28 43 37.68227(N)    095 53 30.43968(W)     ADJUSTED  
 AM0520* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AM0520  ___________________________________________________________________
 AM0520  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AM0520  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AM0520
 AM0520  HORZ ORDER  -  SECOND
 AM0520
 AM0520.The horizontal coordinates were established by classical geodetic methods
 AM0520.and adjusted by the National Geodetic Survey in February 1996..
 AM0520
 AM0520.The orthometric height was scaled from a topographic map.
 AM0520
 AM0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0520
 AM0520.The geoid height was determined by GEOID03.
 AM0520
 AM0520;                    North         East     Units Scale Factor Converg.
 AM0520;SPC TXSC     - 4,103,093.167   903,592.363   MT  0.99991909   +1 31 21.9
 AM0520;SPC TXSC     -13,461,564.83  2,964,535.94   sFT  0.99991909   +1 31 21.9
 AM0520;UTM  15      - 3,181,182.915   217,538.461   MT  1.00058473   -1 23 27.0
 AM0520
 AM0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0520!SPC TXSC     -   1.00000340  x   0.99991909  =   0.99992249
 AM0520!UTM  15      -   1.00000340  x   1.00058473  =   1.00058813
 AM0520
 AM0520                          SUPERSEDED SURVEY CONTROL
 AM0520
 AM0520  NAD 83(1986)-  28 43 37.69073(N)    095 53 30.42087(W) AD(       ) 2
 AM0520  NAD 27      -  28 43 36.74500(N)    095 53 29.55400(W) AD(       ) 2
 AM0520
 AM0520.Superseded values are not recommended for survey control.
 AM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0520.See file dsdata.txt to determine how the superseded data were derived.
 AM0520
 AM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM1753881183(NAD 83)
 AM0520_MARKER: 53 = ELEVATED TANK
 AM0520
 AM0520  HISTORY     - Date     Condition        Report By
 AM0520  HISTORY     - 1931     FIRST OBSERVED   CGS
 AM0520  HISTORY     - 1934     GOOD             CGS
 AM0520  HISTORY     - 1947     GOOD             CGS
 AM0520
 AM0520                          STATION DESCRIPTION
 AM0520
 AM0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0520'STATION IS THE MUNICIPAL WATER TANK IN THE TOWN OF GULF,
 AM0520'TEXAS.  IT IS LOCATED IN THE NE PART OF TOWN, JUST S OF
 AM0520'THE GULF POST OFFICE.  THE TANK AND SUPPORTING STRUCTURE
 AM0520'HAS AN OVERALL HEIGHT OF 110 FEET.  THERE IS A LARGE IRON
 AM0520'BALL SURMOUNTING TANK.  A LIGHT WAS CENTERED OVER THIS BALL
 AM0520'AND SHOWN TO ADJOINING STATIONS IN THE SCHEME.  STATION
 AM0520'IS NOT MARKED.
 AM0520
 AM0520                          STATION RECOVERY (1947)
 AM0520
 AM0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0520'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION, EXCEPT
 AM0520'THAT THE POST OFFICE IS NO LONGER IN GULF.  THE TANK IS THE
 AM0520'ONLY ONE IN THE VICINITY.
 AM0520'
 AM0520'U.S.C. AND G.S. B.M. N 585 IS SET IN THE NW CORNER BLOCK ON
 AM0520'WHICH THE TANK IS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2079 ***********************************************************************
 BL2079  DESIGNATION -  GULF STATES UTIL PWR PLANT STK
 BL2079  PID         -  BL2079
 BL2079  STATE/COUNTY-  TX/JEFFERSON
 BL2079  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2079
 BL2079                         *CURRENT SURVEY CONTROL
 BL2079  ___________________________________________________________________
 BL2079* NAD 83(1993)-  30 03 56.93591(N)    094 02 55.09203(W)     ADJUSTED  
 BL2079* NAVD 88     -                                                        
 BL2079  ___________________________________________________________________
 BL2079  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BL2079  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL2079
 BL2079  HORZ ORDER  -  THIRD
 BL2079
 BL2079.The horizontal coordinates were established by classical geodetic methods
 BL2079.and adjusted by the National Geodetic Survey in February 1996..
 BL2079
 BL2079
 BL2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2079
 BL2079.The geoid height was determined by GEOID03.
 BL2079
 BL2079;                    North         East     Units Scale Factor Converg.
 BL2079;SPC TXSC     - 4,257,528.691 1,077,253.925   MT  0.99994440   +2 25 32.6
 BL2079;SPC TXSC     -13,968,242.05  3,534,290.59   sFT  0.99994440   +2 25 32.6
 BL2079;SPC TX C     - 3,061,362.817 1,305,672.612   MT  1.00001396   +3 14 13.2
 BL2079;SPC TX C     -10,043,821.18  4,283,694.23   sFT  1.00001396   +3 14 13.2
 BL2079;UTM  15      - 3,326,541.706   398,925.393   MT  0.99972604   -0 31 31.5
 BL2079
 BL2079                          SUPERSEDED SURVEY CONTROL
 BL2079
 BL2079  NAD 83(1993)-  30 03 56.93551(N)    094 02 55.09212(W) AD(       ) 4
 BL2079  NAD 83(1986)-  30 03 56.95278(N)    094 02 55.07374(W) AD(       ) 4
 BL2079  NAD 27      -  30 03 56.18800(N)    094 02 54.44700(W) AD(       ) 3
 BL2079
 BL2079.Superseded values are not recommended for survey control.
 BL2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2079.See file dsdata.txt to determine how the superseded data were derived.
 BL2079
 BL2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9892526542(NAD 83)
 BL2079_MARKER: 63 = STACK
 BL2079
 BL2079  HISTORY     - Date     Condition        Report By
 BL2079  HISTORY     - 1933     FIRST OBSERVED   CGS
 BL2079  HISTORY     - 1984     GOOD             USPSQD
 BL2079  HISTORY     - 20020508 GOOD             USPSQD
 BL2079  HISTORY     - 20040102 MARK NOT FOUND   USPSQD
 BL2079
 BL2079                          STATION DESCRIPTION
 BL2079
 BL2079'DESCRIBED BY US POWER SQUADRON 1984 (RTK)
 BL2079'CHIMNEY STILL EXISTS AND IS IN GOOD CONDITION.
 BL2079
 BL2079                          STATION RECOVERY (2002)
 BL2079
 BL2079'RECOVERY NOTE BY US POWER SQUADRON 2002 (EB)
 BL2079'RECOVERED IN GOOD CONDITION.
 BL2079
 BL2079                          STATION RECOVERY (2004)
 BL2079
 BL2079'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL2079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5584 ***********************************************************************
 AW5584  SACS        -  This is a Secondary Airport Control Station.
 AW5584  DESIGNATION -  GULFPORT
 AW5584  PID         -  AW5584
 AW5584  STATE/COUNTY-  TX/HARRIS
 AW5584  USGS QUAD   -  LEAGUE CITY (1995)
 AW5584
 AW5584                         *CURRENT SURVEY CONTROL
 AW5584  ___________________________________________________________________
 AW5584* NAD 83(1993)-  29 30 24.74868(N)    095 03 02.49221(W)     ADJUSTED  
 AW5584* NAVD 88     -         5.692  (meters)      18.67   (feet)  ADJUSTED  
 AW5584  ___________________________________________________________________
 AW5584  X           -    -489,078.172 (meters)                     COMP
 AW5584  Y           -  -5,533,794.722 (meters)                     COMP
 AW5584  Z           -   3,122,907.441 (meters)                     COMP
 AW5584  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW5584  ELLIP HEIGHT-         -21.30  (meters)          (01/26/01) GPS OBS
 AW5584  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW5584  DYNAMIC HT  -           5.684 (meters)      18.65  (feet)  COMP
 AW5584  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 AW5584
 AW5584  HORZ ORDER  -  FIRST
 AW5584  VERT ORDER  -  FIRST     CLASS II
 AW5584  ELLP ORDER  -  FOURTH    CLASS II
 AW5584
 AW5584.This mark is at Houston Gulf (SPX) Airport (SPX)
 AW5584
 AW5584.The horizontal coordinates were established by GPS observations
 AW5584.and adjusted by the National Geodetic Survey in January 1997..
 AW5584
 AW5584.The orthometric height was determined by differential leveling
 AW5584.and adjusted by the National Geodetic Survey in June 1991..
 AW5584
 AW5584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5584
 AW5584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5584
 AW5584.The ellipsoidal height was determined by GPS observations
 AW5584.and is referenced to NAD 83.
 AW5584
 AW5584.The geoid height was determined by GEOID03.
 AW5584
 AW5584.The dynamic height is computed by dividing the NAVD 88
 AW5584.geopotential number by the normal gravity value computed on the
 AW5584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5584.degrees latitude (g = 980.6199 gals.).
 AW5584
 AW5584.The modeled gravity was interpolated from observed gravity values.
 AW5584
 AW5584;                    North         East     Units Scale Factor Converg.
 AW5584;SPC TXSC     - 4,191,936.758   982,800.421   MT  0.99986773   +1 56 05.3
 AW5584;SPC TXSC     -13,753,045.85  3,224,404.38   sFT  0.99986773   +1 56 05.3
 AW5584;UTM  15      - 3,265,897.628   301,222.942   MT  1.00008756   -1 00 37.3
 AW5584
 AW5584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5584!SPC TXSC     -   1.00000335  x   0.99986773  =   0.99987107
 AW5584!UTM  15      -   1.00000335  x   1.00008756  =   1.00009091
 AW5584
 AW5584:                Primary Azimuth Mark                     Grid Az
 AW5584:SPC TXSC     -  GULFPORT AZ MK                           141 04 30.4
 AW5584:UTM  15      -  GULFPORT AZ MK                           144 01 13.0
 AW5584
 AW5584|---------------------------------------------------------------------|
 AW5584| PID    Reference Object                     Distance      Geod. Az  |
 AW5584|                                                           dddmmss.s |
 AW5584| AW5583 GULFPORT AZ MK                      APPROX. 0.6 KM 1430035.7 |
 AW5584|---------------------------------------------------------------------|
 AW5584
 AW5584                          SUPERSEDED SURVEY CONTROL
 AW5584
 AW5584  ELLIP H (01/28/97)  -21.20   (m)                       GP(       ) 4 2
 AW5584  NAD 83(1993)-  29 30 24.74848(N)    095 03 02.49268(W) AD(       ) 3
 AW5584  ELLIP H (02/16/96)  -21.21   (m)                       GP(       ) 5 1
 AW5584  ELLIP H (01/21/93)  -21.23   (m)                       GP(       ) 4 2
 AW5584  NAD 83(1986)-  29 30 24.76284(N)    095 03 02.47390(W) AD(       ) 3
 AW5584  NAD 83(1986)-  29 30 24.76400(N)    095 03 02.47528(W) AD(       ) 3
 AW5584  NAVD 88 (01/28/97)    5.69   (m)           18.7    (f) LEVELING    3  
 AW5584  NGVD 29 (12/23/87)    5.689  (m)           18.66   (f) ADJUSTED    1 2
 AW5584
 AW5584.Superseded values are not recommended for survey control.
 AW5584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5584.See file dsdata.txt to determine how the superseded data were derived.
 AW5584
 AW5584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0122365898(NAD 83)
 AW5584_MARKER: I = METAL ROD
 AW5584_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5584_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5584_STAMPING: GULFPORT 1987
 AW5584_MARK LOGO: NGS   
 AW5584_PROJECTION: FLUSH
 AW5584_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5584+STABILITY: POSITION/ELEVATION WELL
 AW5584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5584+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AW5584_ROD/PIPE-DEPTH: 12.2 meters
 AW5584_SLEEVE-DEPTH  : 1.5 meters
 AW5584
 AW5584  HISTORY     - Date     Condition        Report By
 AW5584  HISTORY     - 1987     MONUMENTED       NGS
 AW5584  HISTORY     - 1987     GOOD             NGS
 AW5584  HISTORY     - 1989     GOOD             USPSQD
 AW5584  HISTORY     - 1989     GOOD             USPSQD
 AW5584  HISTORY     - 19931122 GOOD             USPSQD
 AW5584  HISTORY     - 19941206 GOOD             NGS
 AW5584  HISTORY     - 20000509 GOOD             TXDOT
 AW5584  HISTORY     - 20040628 GOOD             USPSQD
 AW5584  HISTORY     - 20050620 MARK NOT FOUND   NASA
 AW5584  HISTORY     - 20060404 MARK NOT FOUND   JCLS
 AW5584
 AW5584                          STATION DESCRIPTION
 AW5584
 AW5584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5584'THE STATION IS LOCATED ABOUT 37.0 KM (23.0 MI)
 AW5584'SOUTHEAST OF HOUSTON, 6.4 KM (4.0 MI) NORTH OF DICKINSON, 1.6 KM
 AW5584'(1.0 MI) EAST OF LEAGUE CITY AND AT THE HOUSTON GULF AIRPORT, ABOUT
 AW5584'53.0 METERS (174.0 FT) WEST OF THE SOUTHEAST END OF THE RUNWAY.
 AW5584'OWNERSHIP--BIN LANDEN INVESTMENTS, C/O MIKE BEAUMONT, AIRPORT
 AW5584'MANAGER, 2750 FARM ROAD 1266, LEAGUE CITY TX 77573, PHONE
 AW5584'713-337-4509.
 AW5584'
 AW5584'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 518 AND FARM
 AW5584'ROAD 1266, ABOUT 4.8 KM (3.0 MI) NORTHEAST OF LEAGUE CITY, GO SOUTH
 AW5584'ON FARM ROAD 1266 FOR 3.8 KM (2.35 MI) TO THE ENTRANCE TO THE
 AW5584'AIRPORT ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.15
 AW5584'MI), THEN TURN RIGHT, CROSSING APRON AND GO 0.2 KM (0.1 MI) TO THE
 AW5584'AZIMUTH MARK ON THE LEFT,
 AW5584'CONTINUE NORTH ON THE TAXIWAY FOR 0.6 KM (0.35 MI) TO THE STATION
 AW5584'ON THE RIGHT.
 AW5584'
 AW5584'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5584'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW5584'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5584'LOGO CAP STAMPED---GULFPORT 1987---, THE ROD IS RECESSED 8 CM BELOW
 AW5584'THE GROUND SURFACE.  LOCATED AT THE FIRST CROSSOVER NORTH FROM THE
 AW5584'SOUTH END OF THE RUNWAY.  IT IS 49.9 METERS (163.7 FT) SOUTHWEST OF
 AW5584'THE RUNWAY CENTERLINE, 17.3 METERS (56.8 FT) SOUTHEAST OF THE
 AW5584'CENTER OF THE CROSSOVER, 11.0 METERS (36.1 FT) NORTHEAST OF THE
 AW5584'TAXIWAY CENTERLINE, 9.4 METERS (30.8 FT) SOUTH OF THE SOUTHEAST END
 AW5584'OF A 0.3 METER (1.0 FT) PIPE CULVERT AND 8.1 METERS (26.6 FT)
 AW5584'SOUTH-SOUTHEAST OF A TAXIWAY LIGHT.
 AW5584'
 AW5584'THE AZIMUTH MARK IN A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 AW5584'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3
 AW5584'FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE
 AW5584'WITH A LOGO CAP STAMPED---GULFPORT AZ MK 1987---, THE ROD IS
 AW5584'RECESSED 8 CM BELOW THE GROUND SURFACE.  LOCATED 49.5 METERS (162.4
 AW5584'FT) SOUTHWEST OF THE RUNWAY CENTERLINE, 11.2 METERS (36.1 FT)
 AW5584'NORTHEAST OF THE TAXIWAY CENTERLINE, 9.4 METERS (30.8 FT) SOUTH OF
 AW5584'THE SOUTHEAST END OF A 0.3 METER (1.0 FT) PIPE CULVERT AND 8.1
 AW5584'METERS (26.6 FT) SOUTH-SOUTHEAST OF A TAXIWAY LIGHT.
 AW5584'
 AW5584'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW5584'
 AW5584'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5584'
 AW5584'DESCRIBED BY B.L. LAMBERT.
 AW5584
 AW5584                          STATION RECOVERY (1987)
 AW5584
 AW5584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5584'7.2 KM (4.5 MI) NORTH FROM DICKINSON.
 AW5584'3.0 KM (1.85 MI) NORTHWEST ALONG THE GALVESTON HOUSTON AND HENDERSON
 AW5584'RAILROAD FROM THE JUNCTION OF FARM ROAD 517 IN DICKINSON, THENCE 2.2
 AW5584'KM (1.35 MI) NORTHEAST ALONG FARM ROAD 646, THENCE 1.0 KM (0.6 MI)
 AW5584'NORTH ALONG FARM ROAD 1266, THENCE 0.3 KM (0.2 MI) NORTHWEST ALONG THE
 AW5584'ENTRANCE ROAD TO THE HOUSTON GULFPORT AIRPORT, THENCE 0.2 KM (0.1 MI)
 AW5584'NORTHEAST ALONG A PAVED ROAD AND APRON TO THE SOUTHEAST END OF A
 AW5584'TAXIWAY, THENCE 0.6 KM (0.4 MI) NORTHWEST ALONG A TAXIWAY, AT THE
 AW5584'FIRST CROSSOVER NORTHWEST OF THE SOUTHEAST END OF THE TAXIWAY, 49.9 M
 AW5584'(163.7 FT) SOUTHWEST OF THE CENTERLINE OF THE MAIN RUNWAY, 17.3 M
 AW5584'(56.8 FT) SOUTHEAST OF THE CENTERLINE OF THE CROSSOVER, 11.0 M
 AW5584'(36.1 FT) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY, 9.4 M (30.8 FT)
 AW5584'SOUTH OF THE SOUTH END OF A METAL PIPE CULVERT, AND 8.1 M (26.6 FT)
 AW5584'SOUTH-SOUTHEAST OF A TAXIWAY LIGHT.  NOTE--ACCESS TO DATUM POINT IS
 AW5584'HAD THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH IS ACTUALLY 0.9 M.
 AW5584'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY.
 AW5584
 AW5584                          STATION RECOVERY (1989)
 AW5584
 AW5584'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW5584'RECOVERED IN GOOD CONDITION.
 AW5584
 AW5584                          STATION RECOVERY (1989)
 AW5584
 AW5584'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW5584'RECOVERED IN GOOD CONDITION.
 AW5584
 AW5584                          STATION RECOVERY (1993)
 AW5584
 AW5584'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5584'RECOVERED IN GOOD CONDITION.
 AW5584
 AW5584                          STATION RECOVERY (1994)
 AW5584
 AW5584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW5584'RECOVERED AS DESCRIBED, WITH ADDITIONAL COMMENTS.  AT THE TERMINAL
 AW5584'BUILDING, PROCEED 0.3 MI (0.5 KM) NORTHEAST ON PARKING APRON TO THE
 AW5584'PARALLEL TAXIWAY.  TURN RIGHT (SOUTHEAST) ONTO THE PARALLEL TAXIWAY
 AW5584'AND CONTINUE FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT.  THE
 AW5584'STATION IS 37.1 FT (11.3 M) EAST SOUTHEAST OF TAXIWAY LIGHT, AND 9.1
 AW5584'FT (2.8 M) SOUTHWEST OF A CARSONITE WITNESS POST.  STATION IS
 AW5584'PROTECTED BY 3 ORANGE PVC PIPES.
 AW5584
 AW5584                          STATION RECOVERY (2000)
 AW5584
 AW5584'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AW5584'STATION IS IN GALVESTON COUNTY.
 AW5584
 AW5584                          STATION RECOVERY (2004)
 AW5584
 AW5584'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5584'RECOVERED IN GOOD CONDITION.
 AW5584
 AW5584                          STATION RECOVERY (2005)
 AW5584
 AW5584'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW5584'GULFPORT AIRPORT NO LONGER EXISTS. THE SITE HAS BEEN CONVERTED TO A
 AW5584'SUBDIVISION, AND MARK HAS APPARENTLY BEEN DESTROYED OR BURIED.
 AW5584
 AW5584                          STATION RECOVERY (2006)
 AW5584
 AW5584'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AW5584'STATION DESTROYED BY HOUSING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5583 ***********************************************************************
 AW5583  PACS        -  This is a Primary Airport Control Station.
 AW5583  DESIGNATION -  GULFPORT AZ MK
 AW5583  PID         -  AW5583
 AW5583  STATE/COUNTY-  TX/HARRIS
 AW5583  USGS QUAD   -  LEAGUE CITY (1995)
 AW5583
 AW5583                         *CURRENT SURVEY CONTROL
 AW5583  ___________________________________________________________________
 AW5583* NAD 83(1993)-  29 30 09.89633(N)    095 02 49.70276(W)     ADJUSTED  
 AW5583* NAVD 88     -         5.119  (meters)      16.79   (feet)  ADJUSTED  
 AW5583  ___________________________________________________________________
 AW5583  X           -    -488,754.819 (meters)                     COMP
 AW5583  Y           -  -5,534,048.890 (meters)                     COMP
 AW5583  Z           -   3,122,509.163 (meters)                     COMP
 AW5583  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW5583  ELLIP HEIGHT-         -21.87  (meters)          (10/24/00) GPS OBS
 AW5583  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW5583  DYNAMIC HT  -           5.112 (meters)      16.77  (feet)  COMP
 AW5583  MODELED GRAV-     979,271.2   (mgal)                       NAVD 88
 AW5583
 AW5583  HORZ ORDER  -  B
 AW5583  VERT ORDER  -  FIRST     CLASS II
 AW5583  ELLP ORDER  -  FOURTH    CLASS II
 AW5583
 AW5583.This mark is at Houston Gulf (SPX) Airport (SPX)
 AW5583
 AW5583.The horizontal coordinates were established by GPS observations
 AW5583.and adjusted by the National Geodetic Survey in February 1996..
 AW5583
 AW5583.The orthometric height was determined by differential leveling
 AW5583.and adjusted by the National Geodetic Survey in June 1991..
 AW5583
 AW5583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5583
 AW5583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5583
 AW5583.The ellipsoidal height was determined by GPS observations
 AW5583.and is referenced to NAD 83.
 AW5583
 AW5583.The geoid height was determined by GEOID03.
 AW5583
 AW5583.The dynamic height is computed by dividing the NAVD 88
 AW5583.geopotential number by the normal gravity value computed on the
 AW5583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5583.degrees latitude (g = 980.6199 gals.).
 AW5583
 AW5583.The modeled gravity was interpolated from observed gravity values.
 AW5583
 AW5583;                    North         East     Units Scale Factor Converg.
 AW5583;SPC TXSC     - 4,191,491.409   983,160.092   MT  0.99986752   +1 56 11.6
 AW5583;SPC TXSC     -13,751,584.73  3,225,584.40   sFT  0.99986752   +1 56 11.6
 AW5583;UTM  15      - 3,265,434.286   301,559.330   MT  1.00008591   -1 00 30.5
 AW5583
 AW5583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5583!SPC TXSC     -   1.00000343  x   0.99986752  =   0.99987095
 AW5583!UTM  15      -   1.00000343  x   1.00008591  =   1.00008935
 AW5583
 AW5583|---------------------------------------------------------------------|
 AW5583| PID    Reference Object                     Distance      Geod. Az  |
 AW5583|                                                           dddmmss.s |
 AW5583| AC5533 SPX A                               358.730 METERS 31924     |
 AW5583| AW5584 GULFPORT                            APPROX. 0.6 KM 3230042.0 |
 AW5583|---------------------------------------------------------------------|
 AW5583
 AW5583                          SUPERSEDED SURVEY CONTROL
 AW5583
 AW5583  ELLIP H (02/20/96)  -21.77   (m)                       GP(       ) 3 2
 AW5583  NAD 83(1993)-  29 30 09.89630(N)    095 02 49.70326(W) AD(       ) 3
 AW5583  ELLIP H (02/16/96)  -21.78   (m)                       GP(       ) 5 1
 AW5583  ELLIP H (01/21/93)  -21.77   (m)                       GP(       ) 4 2
 AW5583  NAD 83(1986)-  29 30 09.91066(N)    095 02 49.68449(W) AD(       ) 3
 AW5583  NAD 83(1986)-  29 30 09.91071(N)    095 02 49.68502(W) AD(       ) 3
 AW5583  NAVD 88 (02/20/96)    5.12   (m)           16.8    (f) LEVELING    3  
 AW5583  NGVD 29 (12/23/87)    5.116  (m)           16.78   (f) ADJUSTED    1 2
 AW5583
 AW5583.Superseded values are not recommended for survey control.
 AW5583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5583.See file dsdata.txt to determine how the superseded data were derived.
 AW5583
 AW5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0155965434(NAD 83)
 AW5583_MARKER: I = METAL ROD
 AW5583_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5583_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5583_STAMPING: GULFPORT AZ MK 1987
 AW5583_MARK LOGO: NGS   
 AW5583_PROJECTION: FLUSH
 AW5583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5583+STABILITY: POSITION/ELEVATION WELL
 AW5583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5583+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AW5583_ROD/PIPE-DEPTH: 12.2 meters
 AW5583_SLEEVE-DEPTH  : 1.5 meters
 AW5583
 AW5583  HISTORY     - Date     Condition        Report By
 AW5583  HISTORY     - 1987     MONUMENTED       NGS
 AW5583  HISTORY     - 1987     GOOD             NGS
 AW5583  HISTORY     - 1989     GOOD             USPSQD
 AW5583  HISTORY     - 1989     GOOD             USPSQD
 AW5583  HISTORY     - 19931122 GOOD             USPSQD
 AW5583  HISTORY     - 19941206 GOOD             NGS
 AW5583  HISTORY     - 20000509 GOOD             TXDOT
 AW5583  HISTORY     - 20040628 GOOD             USPSQD
 AW5583  HISTORY     - 20050620 MARK NOT FOUND   NASA
 AW5583  HISTORY     - 20060404 MARK NOT FOUND   JCLS
 AW5583
 AW5583                          STATION DESCRIPTION
 AW5583
 AW5583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5583'THE STATION IS LOCATED ABOUT 37.0 KM (23.0 MI)
 AW5583'SOUTHEAST OF HOUSTON, 6.4  M (4.0 MI) NORTH OF DICKINSON, 1.6 KM
 AW5583'(1.0 MI) EAST OF LEAGUE CITY AND AT THE HOUSTON GULF AIRPORT.
 AW5583'OWNERSHIP--BIN LANDEN INVESTMENTS, C/O MIKE BEAUMONT, MANAGER, 2750
 AW5583'FARM ROAD 1266, LEAGUE CITY TX 77573, PHONE 713-337-4509.
 AW5583'
 AW5583'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 518 AND FARM
 AW5583'ROAD 1266, ABOUT 4.8 KM (3.0 MI) NORTHEAST OF LEAGUE CITY, GO SOUTH
 AW5583'ON FARM ROAD 1266 FOR 3.8 KM (2.35 MI) TO THE AIRPORT ENTRANCE ON
 AW5583'THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.15 MI), THEN
 AW5583'TURN RIGHT, CROSSING APRON, FOR 0.2 KM (0.1 MI) TO THE MARK ON THE
 AW5583'LEFT.
 AW5583'
 AW5583'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5583'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 AW5583'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5583'LOGO CAP STAMPED---GULFPORT AZ MK 1987---, THE ROD IS RECESSED 8 CM
 AW5583'BELOW THE GROUND SURFACE.  LOCATED 49.5 METERS (162.4 FT) SOUTHWEST
 AW5583'OF THE RUNWAY CENTERLINE, 11.2 METERS (36.7 FT) SOUTHEAST OF A
 AW5583'TAXIWAY LIGHT AND 8.0 METERS (26.2 FT) WEST OF THE NORTHWEST END OF
 AW5583'A 0.5 METER (1.6 FT) METAL CULVERT.
 AW5583'
 AW5583'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 AW5583'
 AW5583'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5583'
 AW5583'DESCRIBED BY B.L. LAMBERT.
 AW5583
 AW5583                          STATION RECOVERY (1987)
 AW5583
 AW5583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5583'6.6 KM (4.1 MI) NORTH FROM DICKINSON.
 AW5583'3.0 KM (1.85 MI) NORTHWEST ALONG THE GALVESTON HOUSTON AND HENDERSON
 AW5583'RAILROAD FROM THE JUNCTION OF FARM ROAD 517 IN DICKINSON, THENCE 2.2
 AW5583'KM (1.35 MI) NORTHEAST ALONG FARM ROAD 646, THENCE 1.0 KM (0.6 MI)
 AW5583'NORTH ALONG FARM ROAD 1266, THENCE 0.3 KM (0.2 MI) NORTHWEST ALONG THE
 AW5583'ENTRANCE ROAD TO THE HOUSTON GULFPORT AIRPORT, THENCE 0.2 KM (0.1 MI)
 AW5583'NORTHEAST ALONG A PAVED ROAD AND APRON TO THE SOUTHEAST END OF A
 AW5583'TAXIWAY, 49.5 M (162.4 FT) SOUTHWEST OF THE CENTERLINE OF THE MAIN
 AW5583'RUNWAY, 11.7 M (38.4 FT) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY,
 AW5583'11.2 M (36.7 FT) SOUTHEAST OF A TAXIWAY LIGHT, AND 8.0 M (26.2 FT)
 AW5583'WEST OF THE NORTHWEST END OF A METAL PIPE CULVERT.  NOTE--ACCESS TO
 AW5583'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH IS
 AW5583'ACTUALLY 0.9 M.
 AW5583'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY.
 AW5583
 AW5583                          STATION RECOVERY (1989)
 AW5583
 AW5583'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW5583'RECOVERED IN GOOD CONDITION.
 AW5583
 AW5583                          STATION RECOVERY (1989)
 AW5583
 AW5583'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW5583'RECOVERED IN GOOD CONDITION.
 AW5583
 AW5583                          STATION RECOVERY (1993)
 AW5583
 AW5583'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5583'RECOVERED IN GOOD CONDITION.
 AW5583
 AW5583                          STATION RECOVERY (1994)
 AW5583
 AW5583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW5583'THE STATION IS LOCATED AT THE HOUSTON GULF AIRPORT NEAR THE END OF
 AW5583'RUNWAY END 31.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD
 AW5583'146 AND FARM ROAD 518 AT KAMAH, PROCEED 1.5 MI (2.4 KM) WEST ON 518 TO
 AW5583'FARM ROAD 1266.  TURN LEFT (SOUTH) ON FARM ROAD 1266 AND CONTINUE FOR
 AW5583'2.35 MI (3.78 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT
 AW5583'(NORTHWEST) ONTO THE AIRPORT ENTRANCE ROAD.  CONTINUE FOR 0.5 MI (0.8
 AW5583'KM) TO THE AIRPORT TERMINAL/HANGAR ON THE RIGHT.  TURN RIGHT
 AW5583'(NORTHEAST) AT THE NORTHWEST END OF THE TERMINAL BUILDING AND PROCEED
 AW5583'0.3 MI (0.5 KM) NORTHEAST ON THE PARKING APRON TO THE PARALLEL
 AW5583'TAXIWAY.  TURN LEFT (NORTHWEST) ONTO THE TAXIWAY AND PROCEED NORTHWEST
 AW5583'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS
 AW5583'LOCATED 162.4 FT (49.5 M) SOUTHWEST OF THE RUNWAY CENTERLINE, 26.5 FT
 AW5583'(8.1 M) SOUTHEAST OF A TAXIWAY LIGHT, 26.2 FT (8.0 M) WEST OF THE
 AW5583'NORTHWEST END OF A 1.6 FT (0.5 M) METAL CULVERT, AND 8.0 FT (2.4 M)
 AW5583'SOUTHWEST OF A CARSONITE WITNESS POST.  THE STATION IS IN THE CENTER
 AW5583'OF 3 ORANGE PVC PIPES SURROUNDING STATION. FOR ACCESS TO THE AIRPORT,
 AW5583'CONTACT MR.  BOB VILCHEK, AIRPORT MANAGER, OR MR.  DOUG IDEMA
 AW5583'ASSISTANT MANAGER, 2750 F.M.  1266, LEAGUE CITY, TEXAS 77573, PHONE
 AW5583'(713) -337-4509.  THIS IS A PAC STATION.
 AW5583
 AW5583                          STATION RECOVERY (2000)
 AW5583
 AW5583'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AW5583'STATION IS LOCATED IN GALVESTON COUNTY.
 AW5583
 AW5583                          STATION RECOVERY (2004)
 AW5583
 AW5583'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5583'RECOVERED IN GOOD CONDITION.
 AW5583
 AW5583                          STATION RECOVERY (2005)
 AW5583
 AW5583'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW5583'GULFPORT AIRPORT NO LONGER EXISTS. THE SITE HAS BEEN CONVERTED TO A
 AW5583'SUBDIVISION, AND MARK HAS APPARENTLY BEEN DESTROYED OR BURIED.
 AW5583
 AW5583                          STATION RECOVERY (2006)
 AW5583
 AW5583'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AW5583'STATION DESTROYED BY HOUSING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1163 ***********************************************************************
 CR1163  DESIGNATION -  GUM
 CR1163  PID         -  CR1163
 CR1163  STATE/COUNTY-  TX/RUSK
 CR1163  USGS QUAD   -  GUM SPRINGS (1973)
 CR1163
 CR1163                         *CURRENT SURVEY CONTROL
 CR1163  ___________________________________________________________________
 CR1163* NAD 83(1993)-  32 05 23.53312(N)    094 55 46.28868(W)     ADJUSTED  
 CR1163* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 CR1163  ___________________________________________________________________
 CR1163  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CR1163  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR1163
 CR1163  HORZ ORDER  -  FIRST
 CR1163
 CR1163.The horizontal coordinates were established by classical geodetic methods
 CR1163.and adjusted by the National Geodetic Survey in February 1996..
 CR1163
 CR1163.The orthometric height was scaled from a topographic map.
 CR1163
 CR1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1163
 CR1163.The geoid height was determined by GEOID03.
 CR1163
 CR1163;                    North         East     Units Scale Factor Converg.
 CR1163;SPC TXNC     - 2,052,657.976   936,995.200   MT  1.00001232   +1 56 50.3
 CR1163;SPC TXNC     - 6,734,428.71  3,074,125.09   sFT  1.00001232   +1 56 50.3
 CR1163;SPC TX C     - 3,281,031.747 1,209,955.190   MT  1.00006202   +2 46 59.8
 CR1163;SPC TX C     -10,764,518.32  3,969,661.32   sFT  1.00006202   +2 46 59.8
 CR1163;UTM  15      - 3,552,026.450   317,908.973   MT  1.00000892   -1 01 31.2
 CR1163
 CR1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1163!SPC TXNC     -   0.99998170  x   1.00001232  =   0.99999402
 CR1163!SPC TX C     -   0.99998170  x   1.00006202  =   1.00004372
 CR1163!UTM  15      -   0.99998170  x   1.00000892  =   0.99999062
 CR1163
 CR1163:                Primary Azimuth Mark                     Grid Az
 CR1163:SPC TXNC     -  HENDERSON TEX FOR SERV RAD MST           050 54 19.0
 CR1163:SPC TX C     -  HENDERSON TEX FOR SERV RAD MST           050 04 09.5
 CR1163:UTM  15      -  HENDERSON TEX FOR SERV RAD MST           053 52 40.5
 CR1163
 CR1163|---------------------------------------------------------------------|
 CR1163| PID    Reference Object                     Distance      Geod. Az  |
 CR1163|                                                           dddmmss.s |
 CR1163| CR1158 HENDERSON TEX FOR SERV RAD MST      APPROX.14.1 KM 0525109.3 |
 CR1163| CX5939 GUM RM 1                             22.695 METERS 06158     |
 CR1163| CX5940 GUM RM 2                             23.724 METERS 16619     |
 CR1163| CX5937 GUM AZ MK                                          1705659.4 |
 CR1163| CR1268 ARP MUNICIPAL TANK                  APPROX.19.6 KM 3204339.5 |
 CR1163| CX5938 GUM AZ MK 2                                        3413817.4 |
 CR1163|---------------------------------------------------------------------|
 CR1163
 CR1163                          SUPERSEDED SURVEY CONTROL
 CR1163
 CR1163  NAD 83(1986)-  32 05 23.54246(N)    094 55 46.27569(W) AD(       ) 1
 CR1163  NAD 27      -  32 05 22.96040(N)    094 55 45.48810(W) AD(       ) 1
 CR1163
 CR1163.Superseded values are not recommended for survey control.
 CR1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1163.See file dsdata.txt to determine how the superseded data were derived.
 CR1163
 CR1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR1790952026(NAD 83)
 CR1163_MARKER: DS = TRIANGULATION STATION DISK
 CR1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1163+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2000
 CR1163
 CR1163  HISTORY     - Date     Condition        Report By
 CR1163  HISTORY     - 1950     MONUMENTED       CGS
 CR1163  HISTORY     - 1958     SEE DESCRIPTION  CGS
 CR1163  HISTORY     - 20001226 GOOD             LOCENG
 CR1163
 CR1163                          STATION DESCRIPTION
 CR1163
 CR1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1163'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF HENDERSON,
 CR1163'6-1/2 MILES SOUTH-SOUTHEAST OF TURNERTOWN AND 11-1/2 MILES
 CR1163'NORTHEAST OF SUMMERFIELD.  IN THE V-SHAPED AREA FORMED BY THE
 CR1163'JUNCTION OF STATE ROUTE 259 AND A GRAVEL ROAD.  IT IS ABOUT 200
 CR1163'FEET NORTH NORTHWEST OF THE POINT OF THE INTERSECTION, 63 FEET
 CR1163'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 41 FEET WEST OF
 CR1163'THE APPROXIMATE CENTERLINE OF THE GRAVEL ROAD, 6-1/2 FEET
 CR1163'SOUTH OF A WITNESS POST AND ACROSS THE GRAVEL ROAD FROM A
 CR1163'WHITE HOUSE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISC IS
 CR1163'STAMPED, GUM 1950.
 CR1163'
 CR1163'REFERENCE MARK NO. 1 IS ACROSS THE GRAVEL ROAD FROM THE STATION,
 CR1163'27 FEET EAST OF THE CENTERLINE OF THE ROAD, 6-1/2 FEET SOUTHEAST
 CR1163'OF A FENCE CORNER, 3.2 FEET SOUTH OF A FENCE AND 5 FEET WEST OF
 CR1163'POWER-LINE POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISC
 CR1163'IS STAMPED, GUM NO 1 1950.
 CR1163'
 CR1163'REFERENCE MARK NO. 2 IS IN THE AREA BETWEEN THE TWO ROADS, 21
 CR1163'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE GRAVEL ROAD
 CR1163'AND 64 FEET NORTHEAST OF THE CENTERLINE OF STATE ROUTE 259.
 CR1163'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED, GUM
 CR1163'NO 2 1950.
 CR1163'
 CR1163'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF STATE ROUTE 259, 50 FEET
 CR1163'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 2 FEET
 CR1163'NORTH-NORTHWEST OF A FENCE CORNER, 1-1/2 FEET NORTH-NORTHWEST OF
 CR1163'A WITNESS POST AND ABOUT 90 FEET NORTHEAST OF THE NORTHEAST
 CR1163'CORNER OF A WHITE HOUSE.  THE MARK PROJECTS ABOUT 5 INCHES
 CR1163'AND THE DISC IS STAMPED, GUM 1950.
 CR1163'
 CR1163'THE STATION WAS REACHED FROM THE THOMAS JEFFERSON RUSK MONUMENT
 CR1163'IN THE CITY OF HENDERSON, BY GOING SOUTH ON SOUTH MAIN STREET
 CR1163'(U.S. HIGHWAY 79, CITY ROUTE) FOR 1.7 MILES TO U.S. HIGHWAY 79.
 CR1163'TURN RIGHT AND FOLLOW U.S. HIGHWAY 79 IN A SOUTHWESTERLY DIRECTION
 CR1163'FOR 8.5 MILES TO ITS JUNCTION WITH STATE ROUTE 259.  HERE
 CR1163'TURN SHARP RIGHT AND FOLLOW STATE ROUTE 259 FOR 2.3 MILES TO THE
 CR1163'AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE.  CONTINUE ON
 CR1163'HIGHWAY FOR 0.3 MILE TO THE INTERSECTION OF A GRAVEL ROAD AND
 CR1163'THE HIGHWAY AND THE STATION SITE.
 CR1163'
 CR1163'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1163
 CR1163                          STATION RECOVERY (1958)
 CR1163
 CR1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1163'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CR1163'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE UNDERGROUND
 CR1163'AND THE SURFACE STATION MARKS WERE BOTH LOWERED AS REQUESTED
 CR1163'BY MR. GASTON.  A NEW AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING
 CR1163'IS A NEW AND COMPLETE DESCRIPTION.
 CR1163'
 CR1163'THE STATION IS LOCATED IN A V-SHAPED STRIP OF CULTIVATED LAND
 CR1163'FORMED BY THE JUNCTION OF STATE HIGHWAY 259 AND A PAVED SIDE ROAD
 CR1163'ON PROPERTY OWNED BY MR. OLIN GASTON WHOSE HOME IS JUST ACROSS
 CR1163'THE PAVED ROAD TO THE EAST.  IT IS ABOUT 9 MILES SOUTHWEST
 CR1163'OF HENDERSON AND 7 MILES SOUTH OF TURNERTOWN.  THE STATION MARK
 CR1163'IS 243 FEET NORTH OF A ROAD FORKS, 63 FEET EAST OF THE CENTER OF
 CR1163'STATE HIGHWAY 259 AND 41 FEET WEST OF THE CENTER OF THE PAVED
 CR1163'SIDE ROAD.  THE STATION MARK IS 12 INCHES BELOW THE
 CR1163'SURFACE AND IS STAMPED GUM 1950 1958.
 CR1163'
 CR1163'REFERENCE MARK NO. 1 IS IN THE NORTHWEST CORNER OF THE FARM HOUSE
 CR1163'YARD, 26 FEET EAST OF THE CENTER OF THE PAVED SIDE ROAD, 5
 CR1163'FEET WEST OF POWER POLE AND THREE FEET SOUTH OF A FENCE LINE.
 CR1163'THE MARK PROJECTS 2 INCHES AND IS STAMPED GUM NO 1 1950.
 CR1163'
 CR1163'REFERENCE MARK NO. 2 IS 64 FEET EAST OF THE CENTER OF HIGHWAY
 CR1163'259 AND 22 FEET WEST OF THE CENTER OF THE PAVED SIDE ROAD.
 CR1163'THE MARK PROJECTS 3 INCHES AND IS STAMPED GUM NO 2 1950.
 CR1163'
 CR1163'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 CR1163'NO. 2 IS 120.4 FEET.
 CR1163'
 CR1163'THE AZIMUTH MARK IS SET 105 FEET NORTHWEST OF THE CENTER OF
 CR1163'A SIDE ROAD INTERSECTION, 51 FEET WEST OF THE CENTER OF HIGHWAY
 CR1163'259, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT EAST OF A FENCE.
 CR1163'THE MARK PROJECTS 5 INCHES AND IS STAMPED GUM 1950 RESET 1958.
 CR1163'
 CR1163'TO REACH THE STATION FROM THE INTERSECTION OF TEXAS STATE
 CR1163'HIGHWAYS 64 AND 259 IN TURNERTOWN, GO SOUTH ON HIGHWAY 259 FOR
 CR1163'6.65 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT
 CR1163'AS DESCRIBED.  CONTINUE SOUTH ON HIGHWAY 259 FOR 0.35 MILE TO
 CR1163'THE STATION ON LEFT AS DESCRIBED JUST BEFORE REACHING A REVERSE Y
 CR1163'SIDE ROAD ON THE LEFT.
 CR1163'
 CR1163'OBSERVATIONS WERE MADE FROM A 77 FOOT TOWER.
 CR1163
 CR1163                          STATION RECOVERY (2000)
 CR1163
 CR1163'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (REF)
 CR1163'STATION IS BURIED UNDER APPROXIMATELY 18 INCHES OF DIRT UNDER A PLOWED
 CR1163'FIELD.  BOTH LOCATOR MARKS STILL EXIST, BUT THE AZIMUTH MARKER HAS
 CR1163'BEEN DESTROYED.  SITE IS SUITABLE FOR GPS OBSERVATIONS AND I WILL
 CR1163'OCCUPY THIS POINT SOMETIME IN THE NEAR FUTURE WITH MY LEICA 530S USING
 CR1163'FAA F12 A 1994 AS A REFERENCE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1391 ***********************************************************************
 AH1391  DESIGNATION -  GUM 1913
 AH1391  PID         -  AH1391
 AH1391  STATE/COUNTY-  TX/KENEDY
 AH1391  USGS QUAD   -  POTRERO CORTADO (1975)
 AH1391
 AH1391                         *CURRENT SURVEY CONTROL
 AH1391  ___________________________________________________________________
 AH1391* NAD 83(1993)-  27 04 47.94830(N)    097 22 44.30000(W)     ADJUSTED  
 AH1391* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AH1391  ___________________________________________________________________
 AH1391  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AH1391  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AH1391
 AH1391  HORZ ORDER  -  THIRD
 AH1391
 AH1391.The horizontal coordinates were established by classical geodetic methods
 AH1391.and adjusted by the National Geodetic Survey in February 1996..
 AH1391
 AH1391.The orthometric height was scaled from a topographic map.
 AH1391
 AH1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1391
 AH1391.The geoid height was determined by GEOID03.
 AH1391
 AH1391;                    North         East     Units Scale Factor Converg.
 AH1391;SPC TX S     - 5,157,077.513   411,175.602   MT  0.99989574   +0 30 32.2
 AH1391;SPC TX S     -16,919,511.81  1,348,998.62   sFT  0.99989574   +0 30 32.2
 AH1391;UTM  14      - 2,996,329.683   660,729.274   MT  0.99991892   +0 44 17.2
 AH1391
 AH1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1391!SPC TX S     -   1.00000226  x   0.99989574  =   0.99989800
 AH1391!UTM  14      -   1.00000226  x   0.99991892  =   0.99992118
 AH1391
 AH1391:                Primary Azimuth Mark                     Grid Az
 AH1391:SPC TX S     -  BUOY 1913                                180 21 27.1
 AH1391:UTM  14      -  BUOY 1913                                180 07 42.1
 AH1391
 AH1391|---------------------------------------------------------------------|
 AH1391| PID    Reference Object                     Distance      Geod. Az  |
 AH1391|                                                           dddmmss.s |
 AH1391| AH1401 BUOY 1913                           APPROX. 6.1 KM 1805159.3 |
 AH1391|---------------------------------------------------------------------|
 AH1391
 AH1391                          SUPERSEDED SURVEY CONTROL
 AH1391
 AH1391  NAD 83(1986)-  27 04 47.96746(N)    097 22 44.27556(W) AD(       ) 3
 AH1391  NAD 27      -  27 04 46.79000(N)    097 22 43.33100(W) AD(       ) 3
 AH1391
 AH1391.Superseded values are not recommended for survey control.
 AH1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1391.See file dsdata.txt to determine how the superseded data were derived.
 AH1391
 AH1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6072996330(NAD 83)
 AH1391_MARKER: Z = SEE DESCRIPTION
 AH1391_SETTING: 0 = UNSPECIFIED SETTING
 AH1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1391
 AH1391  HISTORY     - Date     Condition        Report By
 AH1391  HISTORY     - 1913     MONUMENTED       CGS
 AH1391  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1391
 AH1391                          STATION DESCRIPTION
 AH1391
 AH1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AH1391'THE STATION IS ON A PROMINENT SAND HILL ABOUT 2 MILES SOUTH
 AH1391'OF DENISS RANCH HOUSE ON THE HIGHEST HILL IN THE VICINITY.
 AH1391'THE STATION MARK IS ECCENTRIC AND IS A TIMBER 4 BY 8 INCHES
 AH1391'DRIVEN INTO THE SAND 4 FEET AND PROJECTING 3 FEET ABOVE
 AH1391'THE SURFACE OF THE GROUND.  THE CENTER OF THE STATION IS
 AH1391'1-1/2 INCHES SOUTHEAST OF THE BROAD FACE OF THE STAKE (TOWARD
 AH1391'THE GULF).
 AH1391
 AH1391                          STATION RECOVERY (1949)
 AH1391
 AH1391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1391'A SEARCH WAS MADE IN THE AREA WHERE THE STATION WOULD BE
 AH1391'LOCATED.  NO STATION OR REMAINS OF A STATION COULD BE FOUND.
 AH1391'STATION MAY BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1166 ***********************************************************************
 DN1166  DESIGNATION -  GUMBO
 DN1166  PID         -  DN1166
 DN1166  STATE/COUNTY-  TX/COLLIN
 DN1166  USGS QUAD   -  HEBRON (1981)
 DN1166
 DN1166                         *CURRENT SURVEY CONTROL
 DN1166  ___________________________________________________________________
 DN1166* NAD 83(1993)-  33 05 14.13489(N)    096 46 17.69043(W)     ADJUSTED  
 DN1166* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 DN1166  ___________________________________________________________________
 DN1166  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 DN1166  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DN1166
 DN1166  HORZ ORDER  -  SECOND
 DN1166
 DN1166.The horizontal coordinates were established by classical geodetic methods
 DN1166.and adjusted by the National Geodetic Survey in February 1996..
 DN1166
 DN1166.The orthometric height was scaled from a topographic map.
 DN1166
 DN1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1166
 DN1166.The geoid height was determined by GEOID03.
 DN1166
 DN1166;                    North         East     Units Scale Factor Converg.
 DN1166;SPC TXNC     - 2,158,856.489   761,339.352   MT  0.99987282   +0 56 33.6
 DN1166;SPC TXNC     - 7,082,848.33  2,497,827.52   sFT  0.99987282   +0 56 33.6
 DN1166;UTM  14      - 3,663,169.328   707,985.841   MT  1.00013339   +1 13 01.1
 DN1166
 DN1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1166!SPC TXNC     -   0.99996799  x   0.99987282  =   0.99984082
 DN1166!UTM  14      -   0.99996799  x   1.00013339  =   1.00010138
 DN1166
 DN1166|---------------------------------------------------------------------|
 DN1166| PID    Reference Object                     Distance      Geod. Az  |
 DN1166|                                                           dddmmss.s |
 DN1166| CY2034 GUMBO RM 1                           17.465 METERS 13414     |
 DN1166| DN1158 PLANO FIRST BAP CH STEEPLE          APPROX.10.3 KM 1364913.1 |
 DN1166| CS2755 RICHARDSON CAMPBELL ROAD TANK       APPROX.12.1 KM 1662311.9 |
 DN1166| CY2032 GUMBO AZ MK                                        1810324.5 |
 DN1166| CY2033 GUMBO AZ MK 2                                      1815331.4 |
 DN1166| CY2036 GUMBO RM 3                           62.028 METERS 19701     |
 DN1166| DN1163 FRISCO MUNICIPAL TANK               APPROX. 8.4 KM 3253732.2 |
 DN1166| CY2037 GUMBO RM 4                           43.006 METERS 33537     |
 DN1166| CY2035 GUMBO RM 2                           24.882 METERS 34439     |
 DN1166|---------------------------------------------------------------------|
 DN1166
 DN1166                          SUPERSEDED SURVEY CONTROL
 DN1166
 DN1166  NAD 83(1993)-  33 05 14.13618(N)    096 46 17.68467(W) AD(       ) 2
 DN1166  NAD 83(1986)-  33 05 14.14125(N)    096 46 17.67593(W) AD(       ) 2
 DN1166  NAD 27      -  33 05 13.71300(N)    096 46 16.67900(W) AD(       ) 2
 DN1166
 DN1166.Superseded values are not recommended for survey control.
 DN1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1166.See file dsdata.txt to determine how the superseded data were derived.
 DN1166
 DN1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0798663169(NAD 83)
 DN1166_MARKER: DS = TRIANGULATION STATION DISK
 DN1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1166
 DN1166  HISTORY     - Date     Condition        Report By
 DN1166  HISTORY     - 1949     MONUMENTED       CGS
 DN1166  HISTORY     - 1958     MARK NOT FOUND   USGS
 DN1166  HISTORY     - 1965     GOOD             CGS
 DN1166  HISTORY     - 1966     GOOD             CGS
 DN1166  HISTORY     - 19910704 MARK NOT FOUND   USPSQD
 DN1166
 DN1166                          STATION DESCRIPTION
 DN1166
 DN1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CL)
 DN1166'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF PLANO, ABOUT
 DN1166'5-3/4 MILES SOUTHEAST OF FRISCO, ON PROPERTY OWNED BY RICHARD
 DN1166'BLAIN.  IT IS ABOUT 0.15 MILE NORTHEAST OF THE HOME OF MR.
 DN1166'HILL, 44 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH GRADED
 DN1166'DIRT ROAD, 22.5 FEET EAST-SOUTHEAST OF A WITNESS POST, AND
 DN1166'20 FEET NORTH OF A TRACK ROAD.  THE DISK IS STAMPED GUMBO
 DN1166'1949 AND IS SET 1 FOOT BELOW THE SURFACE.
 DN1166'
 DN1166'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF THE CENTERLINE OF THE
 DN1166'TRACK ROAD.  THE DISK IS STAMPED GUMBO NO 1 1949 AND PROJECTS
 DN1166'4 INCHES.
 DN1166'
 DN1166'REFERENCE MARK NO. 2 IS 64 FEET SOUTHEAST OF A REA POWER POLE,
 DN1166'NUMBER 8F152, AND 22 FEET EAST OF THE CENTERLINE OF THE
 DN1166'NORTH-SOUTH ROAD.  THE DISK IS STAMPED GUMBO NO 2 1949 AND
 DN1166'PROJECTS 8 INCHES.
 DN1166'
 DN1166'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTERLINE OF THE
 DN1166'NORTH-SOUTH ROAD, AND 3 FEET NORTH OF A WITNESS POST.  STAMPED
 DN1166'GUMBO 1949 AND PROJECTS 2 INCHES.
 DN1166'
 DN1166'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24
 DN1166'AND 289, ABOUT 1 MILE EAST OF FRISCO, GO SOUTH ON HIGHWAY
 DN1166'289 FOR 6.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 DN1166'EAST FOR 1.5 MILES TO A T ROAD.  TURN LEFT AND GO NORTH FOR
 DN1166'0.85 MILE TO A CROSS ROAD.  CONTINUE NORTH FOR 0.1 MILE TO
 DN1166'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE FOR 0.45 MILE TO A
 DN1166'TRACK ROAD RIGHT AND THE STATION AS DESCRIBED.
 DN1166'
 DN1166'A 100 FOOT SIGNAL AT PLANO IS VISIBLE AT 37 FEET.
 DN1166'
 DN1166'A 74 FOOT SIGNAL AT RICHARD IS VISIBLE AT 37 FEET.
 DN1166'
 DN1166'A 4 FOOT SIGNAL AT GIN IS VISIBLE AT 64 FEET.
 DN1166'
 DN1166'A 74 FOOT SIGNAL AT HEBRON 1947 IS VISIBLE AT 37 FEET.
 DN1166'
 DN1166'A 74 FOOT SIGNAL AT CAMEY IS VISIBLE AT 37 FEET.
 DN1166'
 DN1166'A 100 FOOT SIGNAL AT POE 1935 IS VISIBLE AT 64 FEET.
 DN1166'
 DN1166'A 12 FOOT SIGNAL AT FRISCO IS VISIBLE AT 37 FEET.
 DN1166'
 DN1166'A 100 FOOT SIGNAL AT ADAMS 1935 IS VISIBLE FROM THE GROUND.
 DN1166'
 DN1166'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DN1166
 DN1166                          STATION RECOVERY (1958)
 DN1166
 DN1166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1166'AT LEAST 2 OF THE CONCRETE POSTS WERE SEEN BY THE NEIGHBORING
 DN1166'FARMER, LYING AT THE ROADSIDE.
 DN1166'
 DN1166'THE AREA IS NOW CULTIVATED AND NO SIGNS OF ANY OF THE MARKS
 DN1166'COULD BE FOUND.  ALL SURFACE MARKS THOUGHT TO BE DESTROYED.
 DN1166
 DN1166                          STATION RECOVERY (1965)
 DN1166
 DN1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 DN1166'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DN1166'REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND
 DN1166'TO BE DESTROYED.  THE MARKS WERE IN A CULTIVATED AREA BUT WERE
 DN1166'PULLED OUT OF THE GROUND TO CLEAR FOR FARMING.  THE STATION
 DN1166'MARK IS ON LAND OWNED BY MR. SAIGLING OF PLANO, TEXAS.  THE
 DN1166'STATION DISK IS STAMPED GUMBO 1949, SET IN A SQUARE CONCRETE
 DN1166'POST WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 DN1166'IS 207 FEET NORTHEAST OF THE FIRST POWER LINE POLE SOUTH OF
 DN1166'REA POWER LINE POLE NUMBER 8F/152, 143 FEET SOUTHEAST OF REA
 DN1166'POLE NUMBER 8F/152, 88 FEET NORTH OF THE CENTER OF A FIELD
 DN1166'ROAD, AND 43 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 DN1166'ROAD.
 DN1166'
 DN1166'TO REACH THE STATION FROM THE JUNCTION OF FM HIGHWAY 720 AND
 DN1166'STATE HIGHWAY 289 WHICH IS 1 MILE EAST OF FRISCO, GO SOUTH
 DN1166'ON STATE HIGHWAY 289 FOR 6.15 MILES TO A SIDE ROAD ON THE
 DN1166'LEFT.  TURN LEFT, EAST, AND GO 1.55 MILES TO A T-ROAD.  TURN
 DN1166'LEFT, NORTHERLY, GO 0.85 MILE TO A CROSSROAD.  KEEP STRAIGHT
 DN1166'AHEAD, NORTH, GO 0.7 MILE TO A FIELD ROAD AND STATION ON THE
 DN1166'RIGHT.
 DN1166
 DN1166                          STATION RECOVERY (1966)
 DN1166
 DN1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 DN1166'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 DN1166'MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK WERE FOUND TO BE
 DN1166'DESTROYED.  TWO NEW REFERENCE MARKS AND A NEW AZIMUTH MARK
 DN1166'WERE SET.
 DN1166'
 DN1166'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT 6
 DN1166'MILES NORTHWEST OF PLANO, 5-1/2 MILES SOUTHEAST OF FRISCO,
 DN1166'ALONG THE EAST SIDE OF A NORTH-SOUTH ROAD AND ON LAND OWNED
 DN1166'BY MR. SAIGLING.
 DN1166'
 DN1166'TO REACH THE STATION FROM THE JUNCTION OF F.M. HIGHWAY 720
 DN1166'AND STATE HIGHWAY 289 WHICH IS 1 MILE EAST OF FRISCO, GO
 DN1166'SOUTH ON STATE HIGHWAY 289 FOR 6.15 MILES TO A SIDE ROAD
 DN1166'ON THE LEFT.  TURN LEFT, EAST, GO 1.55 MILES TO A T-ROAD
 DN1166'JUNCTION.  TURN LEFT, NORTHERLY, GO 0.85 MILE TO A CROSSROAD,
 DN1166'CONTINUE STRAIGHT AHEAD, NORTH, FOR 0.25 MILE TO THE AZIMUTH
 DN1166'MARK ON THE LEFT.  THENCE CONTINUE 0.45 MILE TO THE STATION
 DN1166'ON THE RIGHT.
 DN1166'
 DN1166'STATION MARK, A STANDARD DISK, STAMPED GUMBO 1949, IS SET IN
 DN1166'A 12 IN X 12 IN CONCRETE POST WHICH IS 8 INCHES BELOW THE
 DN1166'SURFACE OF THE GROUND.  IT IS 207 FEET NORTHEAST OF AN REA
 DN1166'POWER LINE POLE, 143 FEET SOUTHEAST OF REA POWER LINE POLE
 DN1166'NO. 8F/152, 88 FEET NORTH OF THE CENTER OF A FIELD ROAD, AND
 DN1166'43 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD.  THE
 DN1166'UNDERGROUND STATION MARK WAS NOT INSPECTED.
 DN1166'
 DN1166'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED GUMBO 1949 NO
 DN1166'3 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 DN1166'5 INCHES.  IT IS 18 FEET WEST OF THE CENTER LINE OF THE
 DN1166'NORTH-SOUTH ROAD, 3 FEET NORTH OF A POWER LINE POLE, AND 2
 DN1166'FEET SOUTH OF A METAL WITNESS POST.
 DN1166'
 DN1166'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED GUMBO 1949 NO
 DN1166'4 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 DN1166'5 INCHES.  IT IS 18 FEET WEST OF THE CENTER LINE OF THE
 DN1166'NORTH-SOUTH ROAD, 2 FEET SOUTH OF A POWER LINE POLE, AND 2
 DN1166'FEET NORTH OF A METAL WITNESS POST.
 DN1166'
 DN1166'AZIMUTH MARK, A STANDARD DISK, STAMPED GUMBO 1949 AZ 2 1966,
 DN1166'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 5
 DN1166'INCHES.  IT IS 18 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 DN1166'ROAD, 2 FEET NORTH OF A POWER LINE POLE, AND 1 FOOT SOUTHEAST
 DN1166'OF A METAL WITNESS POST.
 DN1166'
 DN1166'THE REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 DN1166'
 DN1166'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES SOUTHEAST
 DN1166
 DN1166                          STATION RECOVERY (1991)
 DN1166
 DN1166'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1072 ***********************************************************************
 GK1072  DESIGNATION -  GUMBO
 GK1072  PID         -  GK1072
 GK1072  STATE/COUNTY-  TX/OCHILTREE
 GK1072  USGS QUAD   -  FARNSWORTH (1973)
 GK1072
 GK1072                         *CURRENT SURVEY CONTROL
 GK1072  ___________________________________________________________________
 GK1072* NAD 83(1993)-  36 15 15.90731(N)    101 00 00.50322(W)     ADJUSTED  
 GK1072* NAVD 88     -       917.     (meters)    3009.     (feet)  SCALED    
 GK1072  ___________________________________________________________________
 GK1072  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 GK1072  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 GK1072
 GK1072  HORZ ORDER  -  SECOND
 GK1072
 GK1072.The horizontal coordinates were established by classical geodetic methods
 GK1072.and adjusted by the National Geodetic Survey in February 1996..
 GK1072
 GK1072.The orthometric height was scaled from a topographic map.
 GK1072
 GK1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1072
 GK1072.The geoid height was determined by GEOID03.
 GK1072
 GK1072;                    North         East     Units Scale Factor Converg.
 GK1072;SPC TX N     - 1,250,222.356   244,924.621   MT  1.00001736   +0 17 22.9
 GK1072;SPC TX N     - 4,101,771.18    803,556.86   sFT  1.00001736   +0 17 22.9
 GK1072;UTM  14      - 4,014,023.106   320,301.889   MT  0.99999788   -1 10 59.3
 GK1072
 GK1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1072!SPC TX N     -   0.99986032  x   1.00001736  =   0.99987768
 GK1072!UTM  14      -   0.99986032  x   0.99999788  =   0.99985820
 GK1072
 GK1072:                Primary Azimuth Mark                     Grid Az
 GK1072:SPC TX N     -  GUMBO AZ MK                              000 14 03.9
 GK1072:UTM  14      -  GUMBO AZ MK                              001 42 26.1
 GK1072
 GK1072|---------------------------------------------------------------------|
 GK1072| PID    Reference Object                     Distance      Geod. Az  |
 GK1072|                                                           dddmmss.s |
 GK1072| CK9779 GUMBO AZ MK                                        0003126.8 |
 GK1072| GK1071 FARNSWORTH PERRYTN EQUITY ELEV      APPROX. 7.7 KM 0201719.6 |
 GK1072| GK1070 FARNSWORTH BATMAN GRAIN ELEV        APPROX. 7.9 KM 0213820.9 |
 GK1072| CK9780 GUMBO RM 1                           32.795 METERS 05954     |
 GK1072| CK9781 GUMBO RM 2                           32.239 METERS 11752     |
 GK1072| GK0855 SPEARMAN MUNICIPAL TANK             APPROX.18.6 KM 2503005.4 |
 GK1072| GK0856 SPEARMAN PERRYTON EQUITY ELEV       APPROX.18.8 KM 2505552.0 |
 GK1072|---------------------------------------------------------------------|
 GK1072
 GK1072                          SUPERSEDED SURVEY CONTROL
 GK1072
 GK1072  NAD 83(1993)-  36 15 15.90740(N)    101 00 00.50335(W) AD(       ) 2
 GK1072  NAD 83(1986)-  36 15 15.91408(N)    101 00 00.49029(W) AD(       ) 2
 GK1072  NAD 27      -  36 15 15.79500(N)    100 59 58.93900(W) AD(       ) 2
 GK1072
 GK1072.Superseded values are not recommended for survey control.
 GK1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1072.See file dsdata.txt to determine how the superseded data were derived.
 GK1072
 GK1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2030214023(NAD 83)
 GK1072_MARKER: DS = TRIANGULATION STATION DISK
 GK1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1072
 GK1072  HISTORY     - Date     Condition        Report By
 GK1072  HISTORY     - 1952     MONUMENTED       CGS
 GK1072  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK1072
 GK1072                          STATION DESCRIPTION
 GK1072
 GK1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1072'THE STATION IS LOCATED ALONG THE WEST SIDE OF A NORTH-SOUTH
 GK1072'FARM ROAD.  IT IS LOCATED AIRLINE ABOUT 10 MILES SOUTHWEST OF
 GK1072'LORD, ABOUT 14 MILES SOUTHWEST OF PERRYTON, AND ABOUT 10-1/2
 GK1072'MILES NORTHWEST OF BULER.
 GK1072'
 GK1072'THE STATION IS A STANDARD DISK STAMPED GUMBO 1952 SET IN TOP
 GK1072'OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES IN
 GK1072'DIAMETER AND IS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.
 GK1072'IT IS 61.5 FEET WEST OF THE CENTER LINE OF A DIRT FARM ROAD,
 GK1072'30.5 FEET WEST OF A NORTH-SOUTH FENCE LINE, AND 31 FEET WEST
 GK1072'OF A WHITE WITNESS POST.
 GK1072'
 GK1072'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GUMBO NO 1
 GK1072'1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT
 GK1072'12 INCHES IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE
 GK1072'GROUND.  IT IS ABOUT 2 FEET HIGHER THAN THE STATION.  THE MARK
 GK1072'IS 30 FEET EAST OF THE CENTER LINE OF A DIRT FARM ROAD, 50
 GK1072'FEET NORTH OF A POWER LINE POLE, AND 6 INCHES WEST OF A
 GK1072'NORTH-SOUTH FENCE LINE.
 GK1072'
 GK1072'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GUMBO NO
 GK1072'2 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT
 GK1072'12 INCHES IN DIAMETER AND IS ABOUT FLUSH WITH THE GROUND.  IT IS
 GK1072'ABOUT 2 FEET HIGHER THAN THE STATION.  THE MARK IS 54 FEET
 GK1072'SOUTH OF A POWER LINE POLE, 31 FEET EAST OF THE CENTER LINE
 GK1072'OF A DIRT FARM ROAD, AND 1 FOOT WEST OF A NORTH-SOUTH FENCE
 GK1072'LINE.
 GK1072'
 GK1072'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GUMBO 1952 SET IN
 GK1072'TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES IN
 GK1072'DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 GK1072'35 FEET WEST OF THE CENTER LINE OF A DIRT FARM ROAD, 3 FEET
 GK1072'WEST OF A FENCE CORNER, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 GK1072'LINE.
 GK1072'
 GK1072'TO REACH THE STATION FROM THE SANTA FE RAILROAD STATION IN
 GK1072'WAKA, GO EAST ON STATE HIGHWAY 117 FOR 0.35 MILE TO A CROSS
 GK1072'ROAD.  TURN RIGHT, LEAVING THE HIGHWAY, AND GO SOUTH FOR 1.85
 GK1072'MILES TO A CROSS ROAD.  TURN LEFT AND GO EAST FOR 2.2 MILES
 GK1072'TO A T-ROAD.  TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO A WHITE
 GK1072'WITNESS POST ON THE RIGHT, WEST, SIDE OF THE ROAD, AND THE
 GK1072'STATION.
 GK1072'
 GK1072'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 GK1072'DIRT FARM ROAD FOR 0.5 MILE TO A FENCE CORNER, WHICH IS ABOUT 100
 GK1072'FEET EAST-NORTHEAST OF A RANCH HOUSE, AND THE AZIMUTH MARK.
 GK1072
 GK1072                          STATION RECOVERY (1973)
 GK1072
 GK1072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 GK1072'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IT IS PROBABLY
 GK1072'ALRIGHT, BUT WITH R.M.S NOT FOUND AND BEING 18 INCHES BELOW THE
 GK1072'SURFACE IN A PLOWED FIELD THE SEARCH WAS NOT VERY GOOD.  BOTH
 GK1072'R.M.S WERE SEARCHED FOR BUT NOT FOUND.  THE AZIMUTH MARK WAS
 GK1072'ALSO SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1149 ***********************************************************************
 AH1149  DESIGNATION -  GUN
 AH1149  PID         -  AH1149
 AH1149  STATE/COUNTY-  TX/NUECES
 AH1149  USGS QUAD   -  PORT ARANSAS (1975)
 AH1149
 AH1149                         *CURRENT SURVEY CONTROL
 AH1149  ___________________________________________________________________
 AH1149* NAD 83(1993)-  27 50 05.28284(N)    097 03 12.96259(W)     ADJUSTED  
 AH1149* NAVD 88     -         9.755  (meters)      32.00   (feet)  ADJUSTED  
 AH1149  ___________________________________________________________________
 AH1149  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1149  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH1149  DYNAMIC HT  -           9.741 (meters)      31.96  (feet)  COMP
 AH1149  MODELED GRAV-     979,147.5   (mgal)                       NAVD 88
 AH1149
 AH1149  HORZ ORDER  -  THIRD
 AH1149  VERT ORDER  -  FIRST     CLASS II
 AH1149
 AH1149.The horizontal coordinates were established by classical geodetic methods
 AH1149.and adjusted by the National Geodetic Survey in February 1996..
 AH1149
 AH1149.The orthometric height was determined by differential leveling
 AH1149.and adjusted by the National Geodetic Survey in December 1997..
 AH1149
 AH1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1149
 AH1149.The geoid height was determined by GEOID03.
 AH1149
 AH1149.The dynamic height is computed by dividing the NAVD 88
 AH1149.geopotential number by the normal gravity value computed on the
 AH1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1149.degrees latitude (g = 980.6199 gals.).
 AH1149
 AH1149.The modeled gravity was interpolated from observed gravity values.
 AH1149
 AH1149;                    North         East     Units Scale Factor Converg.
 AH1149;SPC TX S     - 5,241,036.343   442,483.847   MT  1.00000037   +0 39 24.0
 AH1149;SPC TX S     -17,194,966.74  1,451,715.75   sFT  1.00000037   +0 39 24.0
 AH1149;SPC TXSC     - 4,001,758.511   791,772.635   MT  1.00020257   +0 57 12.8
 AH1149;SPC TXSC     -13,129,102.71  2,597,674.05   sFT  1.00020257   +0 57 12.8
 AH1149;UTM  14      - 3,080,423.266   691,686.892   MT  1.00005355   +0 54 32.8
 AH1149
 AH1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1149!SPC TX S     -   1.00000260  x   1.00000037  =   1.00000297
 AH1149!SPC TXSC     -   1.00000260  x   1.00020257  =   1.00020517
 AH1149!UTM  14      -   1.00000260  x   1.00005355  =   1.00005615
 AH1149
 AH1149:                Primary Azimuth Mark                     Grid Az
 AH1149:SPC TX S     -  CORPUS CHRI CHAN AE RNG R LT             019 46 23.7
 AH1149:SPC TXSC     -  CORPUS CHRI CHAN AE RNG R LT             019 28 34.9
 AH1149:UTM  14      -  CORPUS CHRI CHAN AE RNG R LT             019 31 14.9
 AH1149
 AH1149|---------------------------------------------------------------------|
 AH1149| PID    Reference Object                     Distance      Geod. Az  |
 AH1149|                                                           dddmmss.s |
 AH1149| AH1152 CORPUS CHRI CHAN AE RNG R LT        APPROX. 1.3 KM 0202547.7 |
 AH1149| AH1634 GUN ECC                               8.051 METERS 22300     |
 AH1149| AC8079 GUN RM 1                              6.722 METERS 32708     |
 AH1149| AH1162 CLINE POINT BEACON                  APPROX. 0.8 KM 3422034.7 |
 AH1149| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX. 3.3 KM 3551030.6 |
 AH1149|---------------------------------------------------------------------|
 AH1149
 AH1149                          SUPERSEDED SURVEY CONTROL
 AH1149
 AH1149  NAD 83(1986)-  27 50 05.28816(N)    097 03 12.94058(W) AD(       ) 3
 AH1149  NAD 27      -  27 50 04.24000(N)    097 03 11.94000(W) AD(       ) 3
 AH1149  NAVD 88 (08/21/98)    9.76   (m)           32.0    (f) LEVELING    3  
 AH1149  NGVD 29 (06/28/90)    9.9    (m)           32.     (f) VERT ANG       
 AH1149
 AH1149.Superseded values are not recommended for survey control.
 AH1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1149.See file dsdata.txt to determine how the superseded data were derived.
 AH1149
 AH1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9168780423(NAD 83)
 AH1149_MARKER: DS = TRIANGULATION STATION DISK
 AH1149_SETTING: 0 = UNSPECIFIED SETTING
 AH1149_SP_SET: GUN MOUNT
 AH1149_STAMPING: GUNN USE 1948
 AH1149_MARK LOGO: USE   
 AH1149_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1149+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH1149
 AH1149  HISTORY     - Date     Condition        Report By
 AH1149  HISTORY     - 1949     MONUMENTED       USE
 AH1149  HISTORY     - 1949     GOOD             USE
 AH1149  HISTORY     - 1968     GOOD             CGS
 AH1149  HISTORY     - 1968     GOOD             CGS
 AH1149  HISTORY     - 1969     GOOD             CGS
 AH1149  HISTORY     - 1970     GOOD             NGS
 AH1149  HISTORY     - 1974     GOOD             LOCSUR
 AH1149  HISTORY     - 1976     GOOD             LOCENG
 AH1149  HISTORY     - 1977     GOOD             NGS
 AH1149  HISTORY     - 1985     GOOD             NGS
 AH1149  HISTORY     - 1988     GOOD             NOS
 AH1149  HISTORY     - 19890215 GOOD             NOS
 AH1149  HISTORY     - 19891212 GOOD             NOS
 AH1149  HISTORY     - 19970204 GOOD             NGS
 AH1149
 AH1149                          STATION DESCRIPTION
 AH1149
 AH1149'DESCRIBED BY US ENGINEERS 1949 (CWC)
 AH1149'STATION IS LOCATED ABOUT 0.6 MILE SE OF THE VILLAGE OF PORT
 AH1149'ARANSAS, ABOUT 1,600 FEET NW OF THE MEAN HIGH-WATER LINE
 AH1149'OF THE GULF OF MEXICO, ABOUT 1,800 FEET SW OF THE SW JETTY
 AH1149'AT ARANSAS PASS, ON A PROMINENT SAND DUNE, AND IN THE CENTER
 AH1149'OF A CONCRETE MOUNT OF AN OLD COAST ARTILLERY GUN.  THE GUN
 AH1149'HAS BEEN REMOVED AND ONLY THE CONCRETE FOUNDATION WITH A WALL
 AH1149'OF CONCRETE ABOUT 3 FEET HIGH AROUND THE MOUNT REMAIN.  THE
 AH1149'STATION MARK IS A STANDARD U.S.E. TRIANGULATION DISK, STAMPED
 AH1149'GUN 1948, SET IN A DRILL HOLE IN THE CENTER OF THE CIRCULAR
 AH1149'CONCRETE FOUNDATION OF THE GUN MOUNT.
 AH1149'
 AH1149'TO REACH THE STATION FROM THE SHORE END OF THE FERRY SLIP IN
 AH1149'PORT ARANSAS, FOLLOW PAVED ROAD FOR 0.3 MILE, TURN LEFT ON
 AH1149'GRAVEL ROAD AND PROCEED 0.3 MILE TO DEAD END, THEN WALK
 AH1149'ABOUT 500 FEET TOWARD THE GULF AND STATION AS DESCRIBED.
 AH1149
 AH1149                          STATION RECOVERY (1949)
 AH1149
 AH1149'RECOVERY NOTE BY US ENGINEERS 1949
 AH1149'RECOVERED IN GOOD CONDITION.
 AH1149
 AH1149                          STATION RECOVERY (1968)
 AH1149
 AH1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH1149'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AH1149'FOLLOWS--
 AH1149'
 AH1149'THE STATION IS LOCATED ABOUT 0.45 MILE SOUTHEAST OF THE US
 AH1149'COAST GUARD STATION IN PORT ARANSAS, ON A PROMINENT SAND
 AH1149'DUNE AND IN THE CENTER OF AN OLD COAST ARTILLERY CONCRETE
 AH1149'GUN MOUNT.
 AH1149'
 AH1149'TO REACH THE STATION FROM THE FERRY SLIP IN PORT ARANSAS,
 AH1149'FOLLOW THE PAVED ROAD FOR 0.6 MILE TO THE US COAST GUARD
 AH1149'STATION AND A FOURWAY INTERSECTION.  PROCEED STRAIGHT AHEAD
 AH1149'(EASTERLY) FOR 0.2 MILE TO A Y-INTERSECTION, TAKE THE LEFT
 AH1149'FORK AND GO 0.2 MILE TO A 6 FOOT HIGH AND 2 FOOT SQUARE
 AH1149'STONE MONUMENT ON RIGHT.  A TRAIL 60 FEET BEYOND THE MONUMENT
 AH1149'LEADS SOUTHWESTERLY TO THE OLD GUN MOUNT RUINS ON TOP OF THE
 AH1149'PROMINENT SAND DUNE.
 AH1149'
 AH1149'THE STATION MARK IS A US ENGINEERS BRONZE TRIANGULATION DISK,
 AH1149'STAMPED GUN, 1948 SET IN A DRILL HOLE IN THE CENTER OF THE
 AH1149'CIRCULAR CONCRETE FOUNDATION OF THE GUN MOUNT.  THE REMAINS
 AH1149'OF A 3 FOOT HIGH CONCRETE WALL SURROUND THE MOUNT.
 AH1149'
 AH1149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE
 AH1149'SOUTHEAST FROM CENTER OF PORT ARANSAS
 AH1149
 AH1149                          STATION RECOVERY (1968)
 AH1149
 AH1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1149'STATION MARK RECOVERED IN GOOD CONDITION.  THE 1968 RECOVERY
 AH1149'NOTE, BY G.M.W., IS ADEQUATE.
 AH1149
 AH1149                          STATION RECOVERY (1969)
 AH1149
 AH1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1149'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 AH1149'FOLLOWS--
 AH1149'
 AH1149'THE STATION IS LOCATED ABOUT 0.45 MILE SOUTHEAST OF THE
 AH1149'U.S. COAST GUARD STATION IN PORT ARANSAS, AND APPROXIMATELY
 AH1149'250 YARDS SOUTH-SOUTHWEST OF THE UNIVERSITY OF TEXAS MARINE
 AH1149'SCIENCE INSTITUTE, ON A PROMINENT FLAT TOPPED SAND DUNE,
 AH1149'IN THE CENTER OF AN OLD COAST ARTILLERY CONCRETE GUN MOUNT.
 AH1149'
 AH1149'TO REACH THE STATION FROM THE FERRY SLIP IN PORT ARANSAS,
 AH1149'GO EAST ON A MACADAM ROAD FOR 0.6 MILE TO A CROSS-STREET
 AH1149'AT THE COAST GUARD STATION.  CONTINUE AHEAD IN AN EASTERLY
 AH1149'DIRECTION FOR 0.2 MILE TO A Y-INTERSECTION.  TAKE THE LEFT
 AH1149'FORK AND GO 0.2 MILE TO A 6-FOOT HIGH AND 2-FOOT SQUARE
 AH1149'STONE MONUMENT ON THE RIGHT.  A TRAIL, 60 FEET EAST OF THE
 AH1149'MONUMENT, LEADS SOUTH-SOUTHWEST TO THE OLD GUN MOUNT ON TOP
 AH1149'OF THE DUNE, AND THE STATION AS DESCRIBED.
 AH1149'
 AH1149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE
 AH1149'SOUTHEAST FROM CENTER OF PORT ARANSAS
 AH1149
 AH1149                          STATION RECOVERY (1970)
 AH1149
 AH1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (ALP)
 AH1149'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 AH1149'L. F. SMITH IN 1969 IS ADEQUATE.
 AH1149'
 AH1149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE
 AH1149'SOUTHEAST FROM CENTER OF PORT ARANSAS.
 AH1149
 AH1149                          STATION RECOVERY (1974)
 AH1149
 AH1149'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (JTJ)
 AH1149'RECOVERED BY LIPPS, JAKUBIK AND ASSOC. INC.
 AH1149'
 AH1149'GUN-GOOD
 AH1149'
 AH1149'THE 1969 RECOVERY NOTE BY L.F.S. IS ADEQUATE.
 AH1149
 AH1149                          STATION RECOVERY (1976)
 AH1149
 AH1149'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 AH1149'GUN 1948 RECOVERED GOOD.
 AH1149'
 AH1149'NOTE--PUBLISHED COORDINATES DO NOT CHECK BY TRAVERSE FROM KNOLL AND
 AH1149'RAD.  ERROR IN MAGNITUDE OF 5 FEET + OR - IN N-S AND 3 FEET + OR -
 AH1149'IN E-W.
 AH1149
 AH1149                          STATION RECOVERY (1977)
 AH1149
 AH1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1149'STATION MARK RECOVERED AS DESCRIBED IN THE 1969 RECOVERY NOTE.  A
 AH1149'MARK (USE STATION MARK) STAMPED ECC GUN 76 WAS FOUND ABOUT 25 FEET
 AH1149'S OF THE ORIGINAL GUN USE 1949, AND ABOUT 4 FEET HIGHER THAN THE
 AH1149'ORIGINAL GUN USE 1949, IT IS CEMENTED IN A DRILL HOLE IN THE OUTER
 AH1149'RIM OF OLD GUN BASE.
 AH1149'
 AH1149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NE EDGE OF PORT
 AH1149'ARANSAS.
 AH1149
 AH1149                          STATION RECOVERY (1985)
 AH1149
 AH1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1149'THE STATION WAS RECOVERED AT THIS DATE.
 AH1149'A USE DISK, STATION GUN ECC WAS FOUND ON THE SAME HILL AND A
 AH1149'TRAVERSE TIE WAS MADE. NO PREVIOUS DATA TO INDICATE ANY REFERENCE
 AH1149'MARKS WERE EVER SET SO REFERENCE MARK NO 1 WAS ESTABLISHED AT THIS
 AH1149'TIME. A NEW DESCRIPTION FOLLOWS.
 AH1149'
 AH1149'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI)
 AH1149'SOUTHWEST FROM ARANSAS COUNTY LINE AND CENTER OF SHIP CHANNEL,
 AH1149'0.5 KM (0.3 MI) NORTHWEST FROM THE GULF SHORE, AT THE NORTHEAST END
 AH1149'OF MUSTANG ISLAND ON THE EAST SIDE OF PORT ARANSAS AND IN THE
 AH1149'CENTER OF A 2 METER (6.6 FT) CIRCULAR CONCRETE GUN MOUNT ATOP A 7.5
 AH1149'METER (25 FT) HIGH SAND DUNE.
 AH1149'OWNERSHIP--UNIVERSITY OF TEXAS MARINE SCIENCE INST, PERMISSION BY
 AH1149'MR JOHN THOMPSON-PRESIDENT, PORT ARANSAS TX 78373, PHONE
 AH1149'512-749-6760.
 AH1149'
 AH1149'TO REACH THE STATION FROM THE FERRY SLIP IN PORT ARANSAS, GO
 AH1149'SOUTHEAST THEN EAST ON MAIN ROAD (COTTER STREET) FOR 0.9 KM (0.55
 AH1149'MI) TO CROSS STREET AT AN OFFSET IN ROAD. CONTINUE AHEAD FOR 0.2 KM
 AH1149'(0.15 MI) TO A FORK. BEAR RIGHT, SOUTHEAST ON PAVED ROAD FOR 0.5 KM
 AH1149'(0.3 MI) TO DUNE ON RIGHT AND THE STATION.
 AH1149'
 AH1149'THE STATION IS A STANDARD USE DISK
 AH1149'STAMPED---GUN 1948---,
 AH1149'SET INTO A DRILL HOLE IN A 1.8 METER IN DIAMETER ROUND CONCRETE
 AH1149'PAD, FLUSH. LOCATED
 AH1149'9.8 METERS (32.0 FT) EAST FROM A UPSIDE DOWN METAL FENCE POST AND
 AH1149'AT THE APPROXIMATE CENTER OF A DETERIORATING GUN MOUNT.
 AH1149'
 AH1149'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AH1149'STAMPED---GUN USE 1949---,
 AH1149'BRAZED TO THE TOP OF A 2-INCH GALVANIZED METAL PIPE
 AH1149'SURROUNDED BY A MASS OF CONCRETE PROJECTING 15 CM ABOVE GROUND.
 AH1149'LOCATED
 AH1149'7.1 METERS (23.4 FT) NORTHEAST FROM THE UPSIDE DOWN METAL FENCE
 AH1149'POST AND
 AH1149'0.6 METER (1.9 FT) SOUTHEAST FROM THE INNER WALL OF NORTHWEST SIDE
 AH1149'OF GUN MOUNT.
 AH1149'MARK IS LEVEL WITH THE STATION.
 AH1149'
 AH1149'GUN ECC IS A STANDARD USE DISK
 AH1149'STAMPED---GUN 76 ECC---,
 AH1149'SET INTO A DRILL HOLE IN A TRIANGULAR DEPRESSION IN A STONE BLOCK
 AH1149'WALL. LOCATED
 AH1149'8.7 METERS (28.7 FT) SOUTH-SOUTHEAST FROM THE UPSIDE DOWN METAL
 AH1149'FENCE POST AND IN THE OUTER SOUTHWEST WALL OF OLD GUN MOUNT.
 AH1149'MARK IS 1.0 METER ABOVE THE STATION.
 AH1149'
 AH1149'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 AH1149'
 AH1149'NO AZIMUTH OR LONG REFERENCE MARK WAS SET AS 25 USE WILL SERVE AS
 AH1149'AN AZIMUTH. SEE DESCRIPTION THEREOF.
 AH1149'
 AH1149'A TAPED TRAVERSE TIE WAS MADE TO GUN ECC AND AN EDM TIE WAS MADE TO
 AH1149'25 USE.
 AH1149'
 AH1149'DESCRIBED BY C. E. GEOGHEGAN.
 AH1149
 AH1149                          STATION RECOVERY (1988)
 AH1149
 AH1149'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1149'THE STATION WAS RECOVERED AT THIS DATE.
 AH1149'THE STATIONS REFERENCE MARK GUN ECC WAS ALSO RECOVERED AT THIS TIME.
 AH1149'
 AH1149'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH1149'RECOVERED BY GLM
 AH1149
 AH1149                          STATION RECOVERY (1989)
 AH1149
 AH1149'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1149'THE STATION IS LOCATED ABOUT 0.6 KM (0.35 MI) SW FROM ARANSAS COUNTY
 AH1149'LINE AND CENTER OF SHIP CHANNEL, 0.5 KM (0.30 MI) NW FROM THE GULF
 AH1149'SHORE, AT THE NE END OF MUSTANG ISLAND ON THE E SIDE OF PORT ARANSAS
 AH1149'AND IN THE CENTER OF A 2 M (6.6 FT) CIRCULAR CONCRETE GUN MOUNT ATOP A
 AH1149'7.5 M (24.6 FT) HIGH SAND DUNE.  OWNERSHIP--UNIVERSITY OF TEXAS MARINE
 AH1149'SCIENCE INST, PERMISSION BY MR. JOHN THOMPSON-PRESIDENT, PORT ARANSAS,
 AH1149'TX 78373, PHONE 512-749-6760.
 AH1149'TO REACH THE STATION FROM THE FERRY SLIP IN PORT ARANSAS, GO SE THEN E
 AH1149'ON MAIN ROAD (COTTER STREET) FOR 0.9 KM (0.55 MI) TO CROSS STREET AT
 AH1149'AN OFFSET IN ROAD.  CONTINUE AHEAD FOR 0.2 KM (0.10 MI) TO A FORK.
 AH1149'BEAR RIGHT, SE ON PAVED ROAD FOR 0.5 KM (0.30 MI) TO DUNE ON RIGHT AND
 AH1149'THE STATION.
 AH1149'THE STATION IS SET INTO A DRILL HOLE IN A 1.8 M (5.9 FT) DIAMETER
 AH1149'ROUND CONCRETE PAD, FLUSH WITH THE GROUND.  IT IS LOCATED 9.8 M
 AH1149'(32.2 FT) E FROM A UPSIDE DOWN METAL FENCE POST AND AT THE APPROXIMATE
 AH1149'CENTER OF A DETERIORATING GUN MOUNT.
 AH1149'A TAPED TRAVERSE TIE WAS MADE TO GUN ECC AND AN EDMI TIE WAS MADE TO
 AH1149'25.
 AH1149
 AH1149                          STATION RECOVERY (1989)
 AH1149
 AH1149'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1149'THE STATION WAS RECOVERED IN GOOD CONDITION. STATION GUNN ECC WAS
 AH1149'LISTED AS A REFERENCE MARK AND IT WAS ALSO RECOVERED IN GOOD
 AH1149'CONDITION. RECOVERED BY P B WALBOLT.
 AH1149
 AH1149                          STATION RECOVERY (1997)
 AH1149
 AH1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1149'1.1 KM (0.70 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AH1149'IN PORT ARANSAS, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG COTTER AVENUE,
 AH1149'NEAR THE CENTER OF A CONCRETE GUN MOUNT, 43.0 M (141.1 FT) SOUTHWEST
 AH1149'OF THE AVENUE CENTER, 8.2 M (26.9 FT) NORTHEAST OF STATION GUN ECC,
 AH1149'7.5 M (24.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 6.7 M (22.0 FT)
 AH1149'SOUTHEAST OF REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1634 ***********************************************************************
 AH1634  DESIGNATION -  GUN ECC
 AH1634  PID         -  AH1634
 AH1634  STATE/COUNTY-  TX/NUECES
 AH1634  USGS QUAD   -  PORT ARANSAS (1975)
 AH1634
 AH1634                         *CURRENT SURVEY CONTROL
 AH1634  ___________________________________________________________________
 AH1634* NAD 83(1993)-  27 50 05.09156(N)    097 03 13.16326(W)     ADJUSTED  
 AH1634* NAVD 88     -        10.752  (meters)      35.28   (feet)  ADJUSTED  
 AH1634  ___________________________________________________________________
 AH1634  X           -    -693,110.784 (meters)                     COMP
 AH1634  Y           -  -5,601,561.940 (meters)                     COMP
 AH1634  Z           -   2,960,316.234 (meters)                     COMP
 AH1634  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1634  ELLIP HEIGHT-         -15.61  (meters)          (07/05/05) GPS OBS
 AH1634  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH1634  DYNAMIC HT  -          10.736 (meters)      35.22  (feet)  COMP
 AH1634  MODELED GRAV-     979,147.4   (mgal)                       NAVD 88
 AH1634
 AH1634  HORZ ORDER  -  FIRST
 AH1634  VERT ORDER  -  FIRST     CLASS II
 AH1634  ELLP ORDER  -  FOURTH    CLASS II
 AH1634
 AH1634.The horizontal coordinates were established by GPS observations
 AH1634.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 AH1634
 AH1634.The orthometric height was determined by differential leveling
 AH1634.and adjusted by the National Geodetic Survey in December 1997..
 AH1634
 AH1634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH1634
 AH1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1634
 AH1634.The ellipsoidal height was determined by GPS observations
 AH1634.and is referenced to NAD 83.
 AH1634
 AH1634.The geoid height was determined by GEOID03.
 AH1634
 AH1634.The dynamic height is computed by dividing the NAVD 88
 AH1634.geopotential number by the normal gravity value computed on the
 AH1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1634.degrees latitude (g = 980.6199 gals.).
 AH1634
 AH1634.The modeled gravity was interpolated from observed gravity values.
 AH1634
 AH1634;                    North         East     Units Scale Factor Converg.
 AH1634;SPC TX S     - 5,241,030.392   442,478.424   MT  1.00000036   +0 39 23.9
 AH1634;SPC TX S     -17,194,947.21  1,451,697.96   sFT  1.00000036   +0 39 23.9
 AH1634;SPC TXSC     - 4,001,752.531   791,767.241   MT  1.00020260   +0 57 12.7
 AH1634;SPC TXSC     -13,129,083.10  2,597,656.36   sFT  1.00020260   +0 57 12.7
 AH1634;UTM  14      - 3,080,417.291   691,681.494   MT  1.00005352   +0 54 32.7
 AH1634
 AH1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1634!SPC TX S     -   1.00000245  x   1.00000036  =   1.00000281
 AH1634!SPC TXSC     -   1.00000245  x   1.00020260  =   1.00020505
 AH1634!UTM  14      -   1.00000245  x   1.00005352  =   1.00005597
 AH1634
 AH1634:                Primary Azimuth Mark                     Grid Az
 AH1634:SPC TX S     -  PILOT 1                                  022 17 47.0
 AH1634:SPC TXSC     -  PILOT 1                                  021 59 58.2
 AH1634:UTM  14      -  PILOT 1                                  022 02 38.2
 AH1634
 AH1634|---------------------------------------------------------------------|
 AH1634| PID    Reference Object                     Distance      Geod. Az  |
 AH1634|                                                           dddmmss.s |
 AH1634| DH4669 PILOT 1                             462.536 METERS 0225710.9 |
 AH1634|---------------------------------------------------------------------|
 AH1634
 AH1634                          SUPERSEDED SURVEY CONTROL
 AH1634
 AH1634  NAD 83(1993)-  27 50 05.09073(N)    097 03 13.17221(W) AD(       ) 3
 AH1634  NAD 83(1986)-  27 50 05.09641(N)    097 03 13.14983(W) AD(       ) 3
 AH1634  NAVD 88 (07/05/05)   10.75   (m)           35.3    (f) LEVELING    3  
 AH1634  NGVD 29 (06/28/90)   10.87   (m)           35.7    (f) LEVELING    3  
 AH1634
 AH1634.Superseded values are not recommended for survey control.
 AH1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1634.See file dsdata.txt to determine how the superseded data were derived.
 AH1634
 AH1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9168180417(NAD 83)
 AH1634_MARKER: DS = TRIANGULATION STATION DISK
 AH1634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH1634_SP_SET: SET IN GUN MOUNT
 AH1634_STAMPING: GUN 76 ECC
 AH1634_MARK LOGO: USE   
 AH1634_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1634+SATELLITE: SATELLITE OBSERVATIONS - 2005
 AH1634
 AH1634  HISTORY     - Date     Condition        Report By
 AH1634  HISTORY     - 1985     MONUMENTED       NGS
 AH1634  HISTORY     - 1985     GOOD             NOS
 AH1634  HISTORY     - 19970204 GOOD             NGS
 AH1634  HISTORY     - 2005     GOOD             CCTI
 AH1634
 AH1634                          STATION DESCRIPTION
 AH1634
 AH1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1634'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI)
 AH1634'SOUTHWEST FROM ARANSAS COUNTY LINE AND CENTER OF SHIP CHANNEL,
 AH1634'0.5 KM (0.3 MI) NORTHWEST FROM THE GULF SHORE, AT THE NORTHEAST END
 AH1634'OF MUSTANG ISLAND ON THE EAST SIDE OF PORT ARANSAS AND IN THE
 AH1634'CENTER OF A 2 METER (6.6 FT) CIRCULAR CONCRETE GUN MOUNT ATOP A 7.5
 AH1634'METER (25 FT) HIGH SAND DUNE.
 AH1634'OWNERSHIP--UNIVERSITY OF TEXAS MARINE SCIENCE INST, PERMISSION BY MR
 AH1634'JOHN THOMPSON-PRESIDENT, PORT ARANSAS TX 78373, PHONE 512-749-6760.
 AH1634'
 AH1634'TO REACH THE STATION FROM THE FERRY SLIP IN PORT ARANSAS, GO
 AH1634'SOUTHEAST THEN EAST ON MAIN ROAD (COTTER STREET) FOR 0.9 KM (0.55
 AH1634'MI) TO CROSS STREET AT AN OFFSET IN ROAD. CONTINUE AHEAD FOR 0.2 KM
 AH1634'(0.15 MI) TO A FORK. BEAR RIGHT, SOUTHEAST ON PAVED ROAD FOR 0.5 KM
 AH1634'(0.3 MI) TO DUNE ON RIGHT AND THE STATION.
 AH1634'
 AH1634'THE STATION IS A STANDARD USE DISK
 AH1634'STAMPED---GUN 76 ECC---,
 AH1634'SET INTO A DRILL HOLE IN A TRIANGULAR DEPRESSION IN A STONE BLOCK
 AH1634'WALL. LOCATED
 AH1634'8.7 METERS (28.7 FT) SOUTH-SOUTHEAST FROM THE UPSIDE DOWN METAL
 AH1634'FENCE POST AND IN THE OUTER SOUTHWEST WALL OF OLD GUN MOUNT.
 AH1634'
 AH1634'HEIGHT OF TARGET SHOWN WAS 0.1 METER ABOVE THE MARK.
 AH1634'
 AH1634'A TAPED TRAVERSE TIE WAS MADE TO GUN USE 1948.
 AH1634'DESCRIBED BY C. E. GEOGHEGAN.
 AH1634
 AH1634                          STATION RECOVERY (1985)
 AH1634
 AH1634'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (JGF)
 AH1634'THE STATION WAS RECOVERED AT THIS DATE.
 AH1634'THE STATION WAS OCCUPIED IN 1985 BY AMC PERSONNEL AND USED TO LOCATE
 AH1634'THE PORT ARANSAS MUSTANG TANK.
 AH1634'
 AH1634'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH1634'RECOVERED BY JGF.
 AH1634
 AH1634                          STATION RECOVERY (1997)
 AH1634
 AH1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1634'1.1 KM (0.70 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AH1634'IN PORT ARANSAS, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG COTTER AVENUE,
 AH1634'NEAR THE CENTER OF A ROCK RETAINING WALL AROUND A GUN MOUNT, 51.2 M
 AH1634'(168.0 FT) SOUTHWEST OF THE AVENUE CENTER, 11.8 M (38.7 FT) SOUTH OF
 AH1634'REFERENCE MARK 1, 8.2 M (26.9 FT) SOUTHWEST OF STATION GUN, AND 7.5 M
 AH1634'(24.6 FT) ABOVE THE LEVEL OF THE ROAD.
 AH1634
 AH1634                          STATION RECOVERY (2005)
 AH1634
 AH1634'RECOVERY NOTE BY C AND C TECHNOLOGIES INCORPORATED 2005
 AH1634'RECOVERY NOTE BY C AND C TECHNOLOGIES 2005 (JEW)RECOVERED AS
 AH1634'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8079 ***********************************************************************
 AC8079  DESIGNATION -  GUN RM 1
 AC8079  PID         -  AC8079
 AC8079  STATE/COUNTY-  TX/NUECES
 AC8079  USGS QUAD   -  PORT ARANSAS (1975)
 AC8079
 AC8079                         *CURRENT SURVEY CONTROL
 AC8079  ___________________________________________________________________
 AC8079* NAD 83(1986)-  27 50 06.     (N)    097 03 15.     (W)     SCALED    
 AC8079* NAVD 88     -        10.040  (meters)      32.94   (feet)  ADJUSTED  
 AC8079  ___________________________________________________________________
 AC8079  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AC8079  DYNAMIC HT  -          10.025 (meters)      32.89  (feet)  COMP
 AC8079  MODELED GRAV-     979,147.4   (mgal)                       NAVD 88
 AC8079
 AC8079  VERT ORDER  -  FIRST     CLASS II
 AC8079
 AC8079.The horizontal coordinates were scaled from a topographic map and have
 AC8079.an estimated accuracy of +/- 6 seconds.
 AC8079
 AC8079.The orthometric height was determined by differential leveling
 AC8079.and adjusted by the National Geodetic Survey in December 1997..
 AC8079
 AC8079.The geoid height was determined by GEOID03.
 AC8079
 AC8079.The dynamic height is computed by dividing the NAVD 88
 AC8079.geopotential number by the normal gravity value computed on the
 AC8079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8079.degrees latitude (g = 980.6199 gals.).
 AC8079
 AC8079.The modeled gravity was interpolated from observed gravity values.
 AC8079
 AC8079;                    North         East    Units  Estimated Accuracy
 AC8079;SPC TX S     - 5,241,060.      442,430.      MT  (+/- 180 meters Scaled)
 AC8079
 AC8079                          SUPERSEDED SURVEY CONTROL
 AC8079
 AC8079.No superseded survey control is available for this station.
 AC8079
 AC8079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR916804(NAD 83)
 AC8079_MARKER: DR = REFERENCE MARK DISK
 AC8079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC8079_STAMPING: GUN USE 1949 NO 1 1985
 AC8079_MARK LOGO: NGS   
 AC8079_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC8079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8079+STABILITY: SURFACE MOTION
 AC8079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8079+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8079
 AC8079  HISTORY     - Date     Condition        Report By
 AC8079  HISTORY     - 1985     MONUMENTED       NGS
 AC8079  HISTORY     - 19970204 GOOD             NGS
 AC8079
 AC8079                          STATION DESCRIPTION
 AC8079
 AC8079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8079'1.1 KM (0.70 MI) NORTHERLY ALONG ALISTER STREET FROM THE POST OFFICE
 AC8079'IN PORT ARANSAS, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG COTTER AVENUE,
 AC8079'NEAR THE CENTER OF A CONCRETE GUN MOUNT, 43.0 M (141.1 FT) SOUTHWEST
 AC8079'OF THE AVENUE CENTER, 11.8 M (38.7 FT) NORTH OF STATION GUN ECC, 7.5 M
 AC8079'(24.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 6.7 M (22.0 FT) NORTHWEST
 AC8079'OF STATION GUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0886 ***********************************************************************
 CB0886  DESIGNATION -  GUNNY
 CB0886  PID         -  CB0886
 CB0886  STATE/COUNTY-  TX/TOM GREEN
 CB0886  USGS QUAD   -  KNICKERBOCKER NW (1984)
 CB0886
 CB0886                         *CURRENT SURVEY CONTROL
 CB0886  ___________________________________________________________________
 CB0886* NAD 83(1993)-  31 29 56.17071(N)    100 39 03.97155(W)     ADJUSTED  
 CB0886* NAVD 88     -       715.3    (meters)    2347.     (feet)  VERTCON   
 CB0886  ___________________________________________________________________
 CB0886  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CB0886  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CB0886
 CB0886  HORZ ORDER  -  SECOND
 CB0886
 CB0886.The horizontal coordinates were established by classical geodetic methods
 CB0886.and adjusted by the National Geodetic Survey in February 1996..
 CB0886
 CB0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0886
 CB0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0886
 CB0886.The geoid height was determined by GEOID03.
 CB0886
 CB0886;                    North         East     Units Scale Factor Converg.
 CB0886;SPC TX C     - 3,203,162.807   669,813.259   MT  0.99991933   -0 09 49.2
 CB0886;SPC TX C     -10,509,043.31  2,197,545.67   sFT  0.99991933   -0 09 49.2
 CB0886;UTM  14      - 3,486,079.441   343,192.401   MT  0.99990328   -0 51 46.3
 CB0886
 CB0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0886!SPC TX C     -   0.99989147  x   0.99991933  =   0.99981081
 CB0886!UTM  14      -   0.99989147  x   0.99990328  =   0.99979476
 CB0886
 CB0886|---------------------------------------------------------------------|
 CB0886| PID    Reference Object                     Distance      Geod. Az  |
 CB0886|                                                           dddmmss.s |
 CB0886| CV4181 GUNNY RM 1                           19.218 METERS 05815     |
 CB0886| CV4182 GUNNY RM 2                           19.097 METERS 14402     |
 CB0886| CV4180 GUNNY AZ MK                                        2580548.1 |
 CB0886|---------------------------------------------------------------------|
 CB0886
 CB0886                          SUPERSEDED SURVEY CONTROL
 CB0886
 CB0886  NAD 83(1986)-  31 29 56.17751(N)    100 39 03.95742(W) AD(       ) 2
 CB0886  NAD 27      -  31 29 55.60800(N)    100 39 02.60000(W) AD(       ) 2
 CB0886  NGVD 29 (07/19/86)  715.1    (m)         2346.     (f) VERT ANG       
 CB0886
 CB0886.Superseded values are not recommended for survey control.
 CB0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0886.See file dsdata.txt to determine how the superseded data were derived.
 CB0886
 CB0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4319286079(NAD 83)
 CB0886_MARKER: DB = BENCH MARK DISK
 CB0886_SETTING: 66 = SET IN ROCK OUTCROP
 CB0886_SP_SET: PARTIALLY EXPOSED BEDROCK
 CB0886
 CB0886  HISTORY     - Date     Condition        Report By
 CB0886  HISTORY     - 1943     MONUMENTED       USGS
 CB0886  HISTORY     - 1955     GOOD             USGS
 CB0886
 CB0886                          STATION DESCRIPTION
 CB0886
 CB0886'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (PLB)
 CB0886'STATION IS LOCATED ABOUT 14.0 MILES W OF SAN ANGELO, AND 9.0
 CB0886'MILES SE OF STERLING CITY, ON A ROCK RIDGE COVERED WITH SMALL
 CB0886'SCRUB OAK TREES, AND ON LAND OWNED BY H.R. WARDLAW, ABOUT 0.3 MILE
 CB0886'S OF THE BARLAW RANCHHOUSE.  IT IS A STANDARD U.S. GEOLOGICAL
 CB0886'SURVEY BENCH-MARK DISK SET IN BEDROCK.  THERE ARE NO STAMPINGS
 CB0886'ON THE DISK.  IT IS SET FLUSH WITH THE ROCK SURFACE.
 CB0886'
 CB0886'REFERENCE MARK 1 IS ENE OF THE STATION, 2 FEET W OF A SMALL
 CB0886'PILE OF ROCKS.  IT IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CB0886'FLUSH WITH THE GROUND SURFACE, AND IS STAMPED GUNNY U.S.G.S.
 CB0886'1943.
 CB0886'
 CB0886'REFERENCE MARK 2 IS SE OF THE STATION, 2 FEET N OF A SMALL
 CB0886'PILE OF ROCKS.  IT IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CB0886'FLUSH WITH THE GROUND, AND IS STAMPED GUNNY U.S.G.S. NO 2 1943.
 CB0886'
 CB0886'AZIMUTH MARK IS ABOUT 0.4 MILE WSW OF THE STATION, 0.3 MILE
 CB0886'W OF THE MAIN GATE TO THE RANCHHOUSE, 1 FOOT S OF THE E-W FENCE
 CB0886'LINE, AND 75 FEET N OF THE CENTER LINE OF THE TRACK ROAD.
 CB0886'IT IS A BRONZE AZIMUTH DISK, STAMPED GUNNY U.S.G.S. 1943, SET
 CB0886'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.  TO
 CB0886'REACH FROM THE MAIN GATE TO THE RANCHHOUSE, TURN LEFT AND
 CB0886'FOLLOW TRACK ROAD IN A W DIRECTION ALONG FENCE LINE FOR 0.3
 CB0886'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 CB0886'
 CB0886'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND
 CB0886'87 IN SAN ANGELO, GO SW ON HIGHWAY 67 FOR 2.9 MILES TO CROSSROADS
 CB0886'AT THE HANGAR CLUB ON THE LEFT.  TURN RIGHT AND GO W ON PAVED
 CB0886'AND GRADED DIRT ROAD FOR 11.0 MILES TO A BOARD GATE IN THE
 CB0886'FENCE LINE ON THE RIGHT AND SIGN H.R. WARDLAW RANCH.  TURN
 CB0886'RIGHT THROUGH GATE, THEN RIGHT ALONG N SIDE OF FENCE FOR
 CB0886'0.15 MILE, THENCE LEFT ON GRADED DIRT ROAD FOR 1.25 MILES TO
 CB0886'A GATE, PASS THROUGH THE GATE, CONTINUE ON MAIN-TRAVELED
 CB0886'ROAD FOR 2.1 MILES TO ANOTHER GATE.  PASS THROUGH GATE, AND
 CB0886'CONTINUE FOR 0.6 MILE TO ANOTHER GATE.  PASS THROUGH GATE
 CB0886'AND CONTINUE FOR 0.3 MILE TO THE END OF THE GRADED DIRT
 CB0886'ROAD AT RANCH HOUSE.  TURN RIGHT ALONG W SIDE OF FENCE LINE
 CB0886'FOR 0.15 MILE TO GATES AT THE SW CORNER OF THE
 CB0886'CORRAL.  PASS THROUGH GATE IN THE N-S FENCE LINE AND FOLLOW
 CB0886'TRACK ROAD IN A SE DIRECTION FOR 0.4 MILE TO THE TOP OF THE
 CB0886'RIDGE IN SADDLE BETWEEN TWO HILLS.  HERE LEAVE TRACK
 CB0886'ROAD AND PICK WAY LEFT IN A NE DIRECTION FOR ABOUT 0.25
 CB0886'MILE TO THE TOP OF THE HILL AND STATION AS DESCRIBED.
 CB0886'
 CB0886'A 12-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CB0886'
 CB0886'HEIGHT OF LIGHT ABOVE STATION MARK-3 METERS.
 CB0886
 CB0886                          STATION RECOVERY (1955)
 CB0886
 CB0886'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CB0886'STATION MARK--STANDARD USGS ALUMINUM TABLET, SET IN BEDROCK FLUSH
 CB0886'WITH SURFACE, NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0975 ***********************************************************************
 CB0975  DESIGNATION -  GUNNY
 CB0975  PID         -  CB0975
 CB0975  STATE/COUNTY-  TX/UPTON
 CB0975  USGS QUAD   -  RANKIN NE (1970)
 CB0975
 CB0975                         *CURRENT SURVEY CONTROL
 CB0975  ___________________________________________________________________
 CB0975* NAD 83(1993)-  31 10 30.05469(N)    101 45 36.80349(W)     ADJUSTED  
 CB0975* NAVD 88     -       798.     (meters)    2618.     (feet)  SCALED    
 CB0975  ___________________________________________________________________
 CB0975  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CB0975  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CB0975
 CB0975  HORZ ORDER  -  THIRD
 CB0975
 CB0975.The horizontal coordinates were established by classical geodetic methods
 CB0975.and adjusted by the National Geodetic Survey in February 1996..
 CB0975
 CB0975.The orthometric height was scaled from a topographic map.
 CB0975
 CB0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0975
 CB0975.The geoid height was determined by GEOID03.
 CB0975
 CB0975;                    North         East     Units Scale Factor Converg.
 CB0975;SPC TX C     - 3,168,080.715   563,994.649   MT  0.99988631   -0 44 05.8
 CB0975;SPC TX C     -10,393,944.81  1,850,372.44   sFT  0.99988631   -0 44 05.8
 CB0975;UTM  14      - 3,452,280.106   236,927.277   MT  1.00045374   -1 25 46.8
 CB0975
 CB0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0975!SPC TX C     -   0.99987841  x   0.99988631  =   0.99976474
 CB0975!UTM  14      -   0.99987841  x   1.00045374  =   1.00033210
 CB0975
 CB0975:                Primary Azimuth Mark                     Grid Az
 CB0975:SPC TX C     -  LOW                                      071 06 51.7
 CB0975:UTM  14      -  LOW                                      071 48 32.7
 CB0975
 CB0975|---------------------------------------------------------------------|
 CB0975| PID    Reference Object                     Distance      Geod. Az  |
 CB0975|                                                           dddmmss.s |
 CB0975| CB0973 LOW                                 APPROX. 8.7 KM 0702245.9 |
 CB0975|---------------------------------------------------------------------|
 CB0975
 CB0975                          SUPERSEDED SURVEY CONTROL
 CB0975
 CB0975  NAD 83(1986)-  31 10 30.06474(N)    101 45 36.78925(W) AD(       ) 3
 CB0975  NAD 27      -  31 10 29.51349(N)    101 45 35.34022(W) AD(       ) 3
 CB0975
 CB0975.Superseded values are not recommended for survey control.
 CB0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0975.See file dsdata.txt to determine how the superseded data were derived.
 CB0975
 CB0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV3692752280(NAD 83)
 CB0975_MARKER: DD = SURVEY DISK
 CB0975_SETTING: 80 = SET IN A BOULDER
 CB0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0975+STABILITY: SURFACE MOTION
 CB0975
 CB0975  HISTORY     - Date     Condition        Report By
 CB0975  HISTORY     - 1920     MONUMENTED       USGS
 CB0975
 CB0975                          STATION DESCRIPTION
 CB0975
 CB0975'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 CB0975'STATION IS ABOUT 5 MI. SW. OF TEXON, ABOUT 3 MI. S. OF THE PANHANDLE
 CB0975'AND SANTA FE RAILROAD.  TO REACH FROM THE RD. AND RAILROAD CROSSING AT
 CB0975'TEXON, TAKE RIGHT W. 0.4 MI. TO Y-JUNCTION.  TAKE LEFT FORK, CONTINUE
 CB0975'W. ON PARKER RANCH RD. 0.5 MI. TO CATTLEGUARD, CONTINUE 0.6 MI. TO RD.
 CB0975'JUNCTION TAKE LEFT FORK S. 0.5 MI. TO CATTLEGUARD, CONTINUE S. ON MAIN
 CB0975'TRAVELED RD. 1.5 MI. TO X-RDS. TAKE LEFT, E. 0.6 MI. TO CATTLEGUARD,
 CB0975'CONTINUE 0.1  MI. TO T-RD. S. TAKE TRACK RD. S. UP RIDGE 1.0 MI. TO
 CB0975'CATTLEGUARD, TAKE DIM TRACK RD. LEFT 0.1 MI. TO JOIN POWERLINE TRACK
 CB0975'RD., CONTINUE WESTERLY ALONG TRACK RD. 0.9 MI. TO B.M. 2-RAS AND RD.
 CB0975'FORK TAKE LEFT FORK SW. 0.4 MI. TO RD. FORK TAKE RIGHT
 CB0975'FORK W. 1.1 MI. TO RD. FORK, TAKE RIGHT FORK W. 0.5 MI. TO GATE IN N-S
 CB0975'FENCE. CONTINUE SW. ALONG TRANSMISSION LINE RD. 0.8 MI. TO POWER POLE
 CB0975'19/1, TURN LEFT N., 0.1 MI. CROSS COUNTRY TO HIGHEST POINT AND
 CB0975'STATION.  A SMALL PILE OF ROCKS IS CENTERED OVER THE STATION.
 CB0975'
 CB0975'STATION MARK - ALUMINUM TABLET CEMENTED IN A BOULDER, SET FLUSH WITH
 CB0975'THE GROUND.
 CB0975'
 CB0975'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2233 ***********************************************************************
 BL2233  DESIGNATION -  GUNTER
 BL2233  PID         -  BL2233
 BL2233  STATE/COUNTY-  TX/MONTGOMERY
 BL2233  USGS QUAD   -  SHEPARD HILL (1997)
 BL2233
 BL2233                         *CURRENT SURVEY CONTROL
 BL2233  ___________________________________________________________________
 BL2233* NAD 83(1993)-  30 26 28.12717(N)    095 33 48.59591(W)     ADJUSTED  
 BL2233* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 BL2233  ___________________________________________________________________
 BL2233  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BL2233  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BL2233
 BL2233  HORZ ORDER  -  THIRD
 BL2233
 BL2233.The horizontal coordinates were established by classical geodetic methods
 BL2233.and adjusted by the National Geodetic Survey in February 1996..
 BL2233
 BL2233.The orthometric height was scaled from a topographic map.
 BL2233
 BL2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2233
 BL2233.The geoid height was determined by GEOID03.
 BL2233
 BL2233;                    North         East     Units Scale Factor Converg.
 BL2233;SPC TX C     - 3,095,676.488 1,158,001.623   MT  0.99992922   +2 27 24.3
 BL2233;SPC TX C     -10,156,398.61  3,799,210.32   sFT  0.99992922   +2 27 24.3
 BL2233;UTM  15      - 3,370,461.054   253,817.064   MT  1.00034774   -1 17 58.1
 BL2233
 BL2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2233!SPC TX C     -   0.99999126  x   0.99992922  =   0.99992048
 BL2233!UTM  15      -   0.99999126  x   1.00034774  =   1.00033900
 BL2233
 BL2233|---------------------------------------------------------------------|
 BL2233| PID    Reference Object                     Distance      Geod. Az  |
 BL2233|                                                           dddmmss.s |
 BL2233| CV7671 GUNTER RM 1                          22.180 METERS 01922     |
 BL2233| CV7670 GUNTER AZ MK                                       1955914.6 |
 BL2233| CV7672 GUNTER RM 2                          24.530 METERS 29056     |
 BL2233|---------------------------------------------------------------------|
 BL2233
 BL2233                          SUPERSEDED SURVEY CONTROL
 BL2233
 BL2233  NAD 83(1986)-  30 26 28.14030(N)    095 33 48.57979(W) AD(       ) 3
 BL2233  NAD 27      -  30 26 27.40600(N)    095 33 47.78100(W) AD(       ) 3
 BL2233
 BL2233.Superseded values are not recommended for survey control.
 BL2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2233.See file dsdata.txt to determine how the superseded data were derived.
 BL2233
 BL2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5381770461(NAD 83)
 BL2233_MARKER: DS = TRIANGULATION STATION DISK
 BL2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2233
 BL2233  HISTORY     - Date     Condition        Report By
 BL2233  HISTORY     - 1952     MONUMENTED       CGS
 BL2233
 BL2233                          STATION DESCRIPTION
 BL2233
 BL2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2233'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF NEW WAVERLY,
 BL2233'ABOUT 5 MILES WEST NORTHWEST OF WILLIS, 35 FEET EAST OF THE
 BL2233'CENTER OF A MACADAM ROAD, 30 FEET WEST OF AN OLD STONE CHIMNEY
 BL2233'AND 15 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH
 BL2233'AND IS STAMPED GUNTER 1952.
 BL2233'
 BL2233'REFERENCE MARK NO. 1 IS 47 FEET EAST OF THE CENTER OF A MACADAM
 BL2233'ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 BL2233'2 INCHES AND IS STAMPED GUNTER NO 1 1952.
 BL2233'
 BL2233'REFERENCE MARK NO. 2 IS 46 FEET WEST OF THE CENTER OF A MACADAM
 BL2233'ROAD AND 3 FEET SOUTH OF A TELEPHONE POLE.  IT PROJECTS 5 INCHES
 BL2233'AND IS STAMPED GUNTER NO 2 1952.
 BL2233'
 BL2233'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 107.40 FEET.
 BL2233'
 BL2233'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF A MACADAM
 BL2233'ROAD AND 1.5 FEET EAST OF A TELEPHONE POLE.  IT PROJECTS 4
 BL2233'INCHES AND IS STAMPED GUNTER 1952.
 BL2233'
 BL2233'TO REACH THE STATION FROM THE POST OFFICE IN WILLIS GO WEST
 BL2233'FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 75 AND FARM ROAD
 BL2233'1097, GO WEST ON FARM ROAD 1097 FOR 5.2 MILES TO A MACADAM ROAD
 BL2233'RIGHT, TURN RIGHT AND GO NORTHERLY FOR 0.3 MILE TO THE AZIMUTH
 BL2233'MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTHERLY ON MACADAM
 BL2233'ROAD FOR 0.3 MILE TO THE STATION ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1142 ***********************************************************************
 DN1142  DESIGNATION -  GUNTER
 DN1142  PID         -  DN1142
 DN1142  STATE/COUNTY-  TX/GRAYSON
 DN1142  USGS QUAD   -  GUNTER (1974)
 DN1142
 DN1142                         *CURRENT SURVEY CONTROL
 DN1142  ___________________________________________________________________
 DN1142* NAD 83(1993)-  33 26 22.34900(N)    096 43 57.45074(W)     ADJUSTED  
 DN1142* NAVD 88     -       247.9    (meters)     813.     (feet)  VERTCON   
 DN1142  ___________________________________________________________________
 DN1142  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DN1142  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 DN1142
 DN1142  HORZ ORDER  -  FIRST
 DN1142
 DN1142.The horizontal coordinates were established by classical geodetic methods
 DN1142.and adjusted by the National Geodetic Survey in February 1996..
 DN1142
 DN1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1142
 DN1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1142
 DN1142.The geoid height was determined by GEOID03.
 DN1142
 DN1142;                    North         East     Units Scale Factor Converg.
 DN1142;SPC TXNC     - 2,197,978.077   764,318.105   MT  0.99989547   +0 57 50.1
 DN1142;SPC TXNC     - 7,211,199.74  2,507,600.32   sFT  0.99989547   +0 57 50.1
 DN1142;UTM  14      - 3,702,315.171   710,774.020   MT  1.00014774   +1 14 59.7
 DN1142
 DN1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1142!SPC TXNC     -   0.99996507  x   0.99989547  =   0.99986054
 DN1142!UTM  14      -   0.99996507  x   1.00014774  =   1.00011280
 DN1142
 DN1142:                Primary Azimuth Mark                     Grid Az
 DN1142:SPC TXNC     -  GUNTER AZ MK                             010 41 45.9
 DN1142:UTM  14      -  GUNTER AZ MK                             010 24 36.3
 DN1142
 DN1142|---------------------------------------------------------------------|
 DN1142| PID    Reference Object                     Distance      Geod. Az  |
 DN1142|                                                           dddmmss.s |
 DN1142| CY2038 GUNTER AZ MK                                       0113936.0 |
 DN1142| CY2039 GUNTER RM 1                          25.856 METERS 04713     |
 DN1142| DN1233 HOWE MUNICIPAL TANK                 APPROX.13.3 KM 0573420.4 |
 DN1142| DN1132 VAN ALSTYNE G COLLIN REA MAST       APPROX.14.2 KM 0943447.0 |
 DN1142| DN1133 VAN ALSTYNE MUNICIPAL TANK          APPROX.14.6 KM 0970245.1 |
 DN1142| CY2041 GUNTER RM 3                          20.056 METERS 14500     |
 DN1142| CY2040 GUNTER RM 2                          20.043 METERS 14501     |
 DN1142| DN1177 CELINA MUNICIPAL TANK               APPROX.14.0 KM 2001213.1 |
 DN1142| DN1140 GUNTER MUNICIPAL TANK               APPROX. 1.7 KM 3075005.6 |
 DN1142|---------------------------------------------------------------------|
 DN1142
 DN1142                          SUPERSEDED SURVEY CONTROL
 DN1142
 DN1142  NAD 83(1993)-  33 26 22.35065(N)    096 43 57.44650(W) AD(       ) 1
 DN1142  NAD 83(1986)-  33 26 22.35478(N)    096 43 57.43976(W) AD(       ) 1
 DN1142  NAD 27      -  33 26 21.95050(N)    096 43 56.45430(W) AD(       ) 1
 DN1142  NGVD 29 (07/26/91)  247.9    (m)          813.     (f) VERT ANG       
 DN1142
 DN1142.Superseded values are not recommended for survey control.
 DN1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1142.See file dsdata.txt to determine how the superseded data were derived.
 DN1142
 DN1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC1077402315(NAD 83)
 DN1142_MARKER: DS = TRIANGULATION STATION DISK
 DN1142_SETTING: 66 = SET IN ROCK OUTCROP
 DN1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1142
 DN1142  HISTORY     - Date     Condition        Report By
 DN1142  HISTORY     - 1955     MONUMENTED       CGS
 DN1142  HISTORY     - 1957     GOOD             CGS
 DN1142  HISTORY     - 1957     GOOD             CGS
 DN1142  HISTORY     - 1961     MARK NOT FOUND   USGS
 DN1142  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 DN1142
 DN1142                          STATION DESCRIPTION
 DN1142
 DN1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1142'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF GUNTER, ON
 DN1142'A HIGH ROCKY HILL AND ON THE PROPERTY OF G.W. BOWEN.  IT IS
 DN1142'62 FEET SOUTHEAST OF A SMALL OAK TREE, 60 FEET SOUTH OF A
 DN1142'FENCE AND 40 FEET SOUTH OF THE CENTER OF A GRAVELED DRIVEWAY.
 DN1142'IT IS STAMPED GUNTER 1955 AND IS SET FLUSH.
 DN1142'
 DN1142'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF THE CENTER OF A
 DN1142'DRIVEWAY AND 1 FOOT SOUTH OF A FENCE.  IT IS STAMPED GUNTER NO
 DN1142'1 1955 AND IS SET FLUSH.
 DN1142'
 DN1142'REFERENCE MARK NO. 2 IS 94 FEET SOUTH OF THE CENTER OF A
 DN1142'DRIVEWAY.  IT IS STAMPED GUNTER NO 2 1955 AND IS SET FLUSH.
 DN1142'
 DN1142'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 114.3 FEET.
 DN1142'
 DN1142'THE AZIMUTH MARK IS 105 FEET SOUTHWEST OF THE SOUTHWEST
 DN1142'CORNER OF A FARM HOUSE.  32 FEET EAST OF THE CENTER OF FARM
 DN1142'ROAD 121 AND 1 FOOT WEST OF A FENCE.  IT IS STAMPED GUNTER
 DN1142'1955 AND PROJECTS 6 INCHES.
 DN1142'
 DN1142'REACHED FROM THE POST OFFICE IN GUNTER BY GOING EAST ON
 DN1142'FARM ROAD 121 FOR 0.25 MILE TO ITS JUNCTION WITH FARM ROAD
 DN1142'289, CONTINUE ON FARM ROAD 121 EAST AND SOUTH FOR 0.75 MILE TO
 DN1142'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH
 DN1142'FOR 0.25 MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT, WEST,
 DN1142'AND GO 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 DN1142'
 DN1142'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 DN1142
 DN1142                          STATION RECOVERY (1957)
 DN1142
 DN1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1142'THE STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE
 DN1142'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 DN1142'WAS DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 DN1142'
 DN1142'FOLLOWING IS A COMPLETE DESCRIPTION.
 DN1142'
 DN1142'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF GUNTER,
 DN1142'ON A HIGH ROCKY HILL AND ON THE PROPERTY OF G.W. BOWEN.  IT
 DN1142'IS 62 FEET SOUTHEAST OF A SMALL OAK TREE, 60 FEET SOUTH OF
 DN1142'A FENCE AND 40 FEET SOUTH OF THE CENTER OF A GRAVELED DRIVEWAY.
 DN1142'IT IS STAMPED GUNTER 1955 AND SET FLUSH.
 DN1142'
 DN1142'REFERENCE MARK NO. 1 IS 16 FEET NORTH OF A GRAVELED DRIVEWAY
 DN1142'AND 1 FOOT SOUTH OF A FENCE.  IT IS STAMPED GUNTER NO 1 1955
 DN1142'AND SET FLUSH.
 DN1142'
 DN1142'REFERENCE MARK NO. 3 IS 94 FEET SOUTH OF THE CENTER OF A
 DN1142'GRAVELED DRIVEWAY.  IT IS STAMPED GUNTER NO 3 1955 AND SET
 DN1142'FLUSH.
 DN1142'
 DN1142'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 114.3 FEET.
 DN1142'
 DN1142'THE AZIMUTH MARK IS 105 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DN1142'OF A FARM HOUSE, 32 FEET EAST OF THE CENTER OF FARM ROAD 121
 DN1142'AND 1 FOOT WEST OF A FENCE.  IT IS STAMPED GUNTER 1955 AND
 DN1142'PROJECTS 6 INCHES.
 DN1142'
 DN1142'TO REACH THE STATION FROM THE POST OFFICE IN GUNTER GO EAST
 DN1142'ON FARM ROAD 121 FOR 0.25 MILE TO ITS JUNCTION WITH FARM
 DN1142'ROAD 289, CONTINUE EAST ON FARM ROAD 121 FOR 0.75 MILE (TO
 DN1142'AZIMUTH MARK ON LEFT AS DESCRIBED), CONTINUE SOUTH FOR 0.25
 DN1142'MILE TO A WIRE GATE ON RIGHT, TURN RIGHT, WEST, AND GO 0.05
 DN1142'MILE TO STATION ON LEFT AS DESCRIBED.
 DN1142
 DN1142                          STATION RECOVERY (1957)
 DN1142
 DN1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1142'REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE
 DN1142'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 DN1142'PROCEEDING TO STATION SITE ARE CORRECT BUT THE STATION WAS
 DN1142'UNDER ABOUT A 5-FOOT PILE OF LARGE ROCKS AND IS PROBABLY STILL
 DN1142'IN PLACE.
 DN1142
 DN1142                          STATION RECOVERY (1961)
 DN1142
 DN1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DN1142'STATION WAS NOT RECOVERED.
 DN1142'
 DN1142'ACCORDING TO C AND GS DESCRIPTION THE STATION WOULD HAVE
 DN1142'BEEN IN WHAT IS NOW A GRAVEL PIT.  THE GROUND LEVEL HAS BEEN
 DN1142'LOWERED ABOUT 4.5 FT. AND THE STATION WAS NOT FOUND.  REFERENCE
 DN1142'MARK NO. 1 AND AZIMUTH MARK WERE FOUND BUT REFERENCE MARK NO.
 DN1142'2 (MARKED NO. 2) WAS SEARCHED FOR BUT NOT FOUND.
 DN1142
 DN1142                          STATION RECOVERY (1999)
 DN1142
 DN1142'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1140 ***********************************************************************
 DN1140  DESIGNATION -  GUNTER MUNICIPAL TANK
 DN1140  PID         -  DN1140
 DN1140  STATE/COUNTY-  TX/GRAYSON
 DN1140  USGS QUAD   -  GUNTER (1974)
 DN1140
 DN1140                         *CURRENT SURVEY CONTROL
 DN1140  ___________________________________________________________________
 DN1140* NAD 83(1993)-  33 26 56.81487(N)    096 44 50.39341(W)     ADJUSTED  
 DN1140* NAVD 88     -                                                        
 DN1140  ___________________________________________________________________
 DN1140  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DN1140  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 DN1140
 DN1140  HORZ ORDER  -  THIRD
 DN1140
 DN1140.The horizontal coordinates were established by classical geodetic methods
 DN1140.and adjusted by the National Geodetic Survey in February 1996..
 DN1140
 DN1140
 DN1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1140
 DN1140.The geoid height was determined by GEOID03.
 DN1140
 DN1140;                    North         East     Units Scale Factor Converg.
 DN1140;SPC TXNC     - 2,199,016.771   762,933.232   MT  0.99989661   +0 57 21.2
 DN1140;SPC TXNC     - 7,214,607.52  2,503,056.78   sFT  0.99989661   +0 57 21.2
 DN1140;UTM  14      - 3,703,347.193   709,383.632   MT  1.00014054   +1 14 31.6
 DN1140
 DN1140                          SUPERSEDED SURVEY CONTROL
 DN1140
 DN1140  NAD 83(1993)-  33 26 56.81670(N)    096 44 50.38954(W) AD(       ) 4
 DN1140  NAD 83(1986)-  33 26 56.82052(N)    096 44 50.38224(W) AD(       ) 4
 DN1140  NAD 27      -  33 26 56.42100(N)    096 44 49.40300(W) AD(       ) 3
 DN1140
 DN1140.Superseded values are not recommended for survey control.
 DN1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1140.See file dsdata.txt to determine how the superseded data were derived.
 DN1140
 DN1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC0938403347(NAD 83)
 DN1140_MARKER: 53 = ELEVATED TANK
 DN1140
 DN1140  HISTORY     - Date     Condition        Report By
 DN1140  HISTORY     - 1955     FIRST OBSERVED   CGS
 DN1140  HISTORY     - 1957     GOOD             CGS
 DN1140  HISTORY     - 19990213 GOOD             USPSQD
 DN1140
 DN1140                          STATION DESCRIPTION
 DN1140
 DN1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1140'THE STATION IS LOCATED ONE BLOCK NORTH OF THE CENTER OF
 DN1140'THE BUSINESS DISTRICT IN GUNTER.
 DN1140'
 DN1140'THE TANK HAS A CONICAL ROOF WITH A BALL AT THE APEX, IS
 DN1140'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND HAS AN OVER-ALL
 DN1140'HEIGHT OF 90 FEET.
 DN1140'
 DN1140'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 DN1140
 DN1140                          STATION RECOVERY (1957)
 DN1140
 DN1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1140'TANK RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1140'FOR PROCEEDING TO TANK SITE ARE CORRECT.
 DN1140
 DN1140                          STATION RECOVERY (1999)
 DN1140
 DN1140'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1060 ***********************************************************************
 BM1060  DESIGNATION -  GUS
 BM1060  PID         -  BM1060
 BM1060  STATE/COUNTY-  TX/BURLESON
 BM1060  USGS QUAD   -  CHRIESMAN (1988)
 BM1060
 BM1060                         *CURRENT SURVEY CONTROL
 BM1060  ___________________________________________________________________
 BM1060* NAD 83(1993)-  30 30 27.50549(N)    096 51 30.46404(W)     ADJUSTED  
 BM1060* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 BM1060  ___________________________________________________________________
 BM1060  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BM1060  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BM1060
 BM1060  HORZ ORDER  -  FIRST
 BM1060
 BM1060.The horizontal coordinates were established by classical geodetic methods
 BM1060.and adjusted by the National Geodetic Survey in February 1996..
 BM1060
 BM1060.The orthometric height was scaled from a topographic map.
 BM1060
 BM1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1060
 BM1060.The geoid height was determined by GEOID03.
 BM1060
 BM1060;                    North         East     Units Scale Factor Converg.
 BM1060;SPC TX C     - 3,098,435.679 1,033,476.440   MT  0.99991862   +1 47 23.1
 BM1060;SPC TX C     -10,165,451.06  3,390,663.95   sFT  0.99991862   +1 47 23.1
 BM1060;UTM  14      - 3,376,988.499   705,510.391   MT  1.00012105   +1 05 15.1
 BM1060
 BM1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1060!SPC TX C     -   0.99999485  x   0.99991862  =   0.99991347
 BM1060!UTM  14      -   0.99999485  x   1.00012105  =   1.00011590
 BM1060
 BM1060|---------------------------------------------------------------------|
 BM1060| PID    Reference Object                     Distance      Geod. Az  |
 BM1060|                                                           dddmmss.s |
 BM1060| CV7675 GUS RM 2                             24.442 METERS 03334     |
 BM1060| CV7674 GUS RM 1                             26.497 METERS 26512     |
 BM1060| CV7673 GUS AZ MK                                          3134709.5 |
 BM1060|---------------------------------------------------------------------|
 BM1060
 BM1060                          SUPERSEDED SURVEY CONTROL
 BM1060
 BM1060  NAD 83(1986)-  30 30 27.52224(N)    096 51 30.44702(W) AD(       ) 1
 BM1060  NAD 27      -  30 30 26.77900(N)    096 51 29.51200(W) AD(       ) 1
 BM1060
 BM1060.Superseded values are not recommended for survey control.
 BM1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1060.See file dsdata.txt to determine how the superseded data were derived.
 BM1060
 BM1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0551076988(NAD 83)
 BM1060_MARKER: DS = TRIANGULATION STATION DISK
 BM1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1060
 BM1060  HISTORY     - Date     Condition        Report By
 BM1060  HISTORY     - 1943     MONUMENTED       CGS
 BM1060  HISTORY     - 1949     GOOD             CGS
 BM1060  HISTORY     - 1957     GOOD             CGS
 BM1060  HISTORY     - 1962     GOOD             CGS
 BM1060
 BM1060                          STATION DESCRIPTION
 BM1060
 BM1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1060'THE STATION IS LOCATED ABOUT 7.0 MILES E OF TANGLEWOOD, 13.0
 BM1060'MILES SE OF ROCKDALE, AND 11.0 MILES NE OF LEXINGTON.  OWNER OF
 BM1060'LAND UNIDENTIFIED.  IT IS 20 FEET S OF THE CENTER OF THE DIRT
 BM1060'ROAD, 20 FEET W OF A WIRE GATE, 20 FEET W OF A DIM WOODS ROAD,
 BM1060'AND 10 FEET SW OF AN E-W FENCE LINE.  THE DISK IS STAMPED GUS
 BM1060'1943, AND PROJECTS 4 INCHES.
 BM1060'
 BM1060'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1060'DISKS SET IN CONCRETE.
 BM1060'
 BM1060'REFERENCE MARK NO. 1 IS W OF THE STATION, 1 FOOT NE OF THE
 BM1060'E-W FENCE LINE, AND 15 FEET N OF THE CENTER OF THE DIRT ROAD.  THE
 BM1060'DISK IS STAMPED GUS NO. 1 1943 AND PROJECTS 6 INCHES.
 BM1060'
 BM1060'REFERENCE MARK NO. 2 IS NE OF THE STATION, 1 FOOT S OF THE
 BM1060'E-W FENCE LINE, AND 15 FEET N OF THE CENTER OF THE DIRT ROAD.
 BM1060'THE DISK IS STAMPED GUS NO. 2 1943, AND PROJECTS 4 INCHES.
 BM1060'
 BM1060'THE AZIMUTH MARK IS ABOUT 0.4 MILE NNW OF THE STATION, 5
 BM1060'FEET W OF THE CENTER OF A FARM ROAD, AND 1 FOOT E OF A N-S FENCE
 BM1060'LINE.  THE DISK IS STAMPED GUS 1943, AND PROJECTS 4 INCHES.
 BM1060'TO REACH FROM THE STATION GO W ON DIRT ROAD FOR 0.05 MILE.  TURN
 BM1060'RIGHT AND GO N ON DIRT ROAD FOR 0.25 MILE TO THE MARK ON THE
 BM1060'LEFT.
 BM1060'
 BM1060'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77,
 BM1060'AND OLD DIME BOX ROAD ON THE E SIDE OF THE TOWN OF LEXINGTON.
 BM1060'GO E ON THE OLD DIME BOX ROAD FOR 4.0 MILES TO A FORK.  BEAR LEFT
 BM1060'AND GO 2.15 MILES TO CROSSROADS AT A SMALL STORE ON THE LEFT.
 BM1060'CONTINUE STRAIGHT AHEAD FOR 1.3 MILES TO A Y.  BEAR LEFT AND
 BM1060'CONTINUE STRAIGHT AHEAD FOR 2.15 MILES TO CROSSROADS.  TURN LEFT
 BM1060'AND GO 2.45 MILES TO CROSSROADS.  BEAR LEFT AND GO 0.85 MILE TO A
 BM1060'T-ROAD.  BEAR LEFT AND FOLLOW MAIN-TRAVELED ROAD FOR 1.5 MILES TO THE
 BM1060'STATION ON THE RIGHT.
 BM1060'
 BM1060'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BM1060'
 BM1060'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM1060
 BM1060                          STATION RECOVERY (1949)
 BM1060
 BM1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (NEW)
 BM1060'CONDITION GOOD AND DESCRIPTION GOOD.  STATION IS 21.3 FT. S OF THE
 BM1060'CENTERLINE OF THE COUNTY ROAD, AND 0.06 MI. E OF A T-ROAD.
 BM1060
 BM1060                          STATION RECOVERY (1957)
 BM1060
 BM1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WHS)
 BM1060'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 BM1060'PROCEEDING TO STATION SITE ARE CORRECT.
 BM1060
 BM1060                          STATION RECOVERY (1962)
 BM1060
 BM1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JRN)
 BM1060'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN GOOD
 BM1060'CONDITION AS DESCRIBED.
 BM1060'
 BM1060'DIRECTIONS FOR PROCEEDINGS TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0500 ***********************************************************************
 DP0500  DESIGNATION -  GUTHRIE
 DP0500  PID         -  DP0500
 DP0500  STATE/COUNTY-  TX/KING
 DP0500  USGS QUAD   -  GUTHRIE (1981)
 DP0500
 DP0500                         *CURRENT SURVEY CONTROL
 DP0500  ___________________________________________________________________
 DP0500* NAD 83(1993)-  33 37 13.36638(N)    100 19 20.44001(W)     ADJUSTED  
 DP0500* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 DP0500  ___________________________________________________________________
 DP0500  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 DP0500  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DP0500
 DP0500  HORZ ORDER  -  SECOND
 DP0500
 DP0500.The horizontal coordinates were established by classical geodetic methods
 DP0500.and adjusted by the National Geodetic Survey in February 1996..
 DP0500
 DP0500.The orthometric height was scaled from a topographic map.
 DP0500
 DP0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0500
 DP0500.The geoid height was determined by GEOID03.
 DP0500
 DP0500;                    North         East     Units Scale Factor Converg.
 DP0500;SPC TXNC     - 2,218,117.997   430,919.590   MT  0.99992176   -0 59 38.0
 DP0500;SPC TXNC     - 7,277,275.46  1,413,775.35   sFT  0.99992176   -0 59 38.0
 DP0500;UTM  14      - 3,720,849.518   377,339.575   MT  0.99978549   -0 43 56.1
 DP0500
 DP0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0500!SPC TXNC     -   0.99992107  x   0.99992176  =   0.99984283
 DP0500!UTM  14      -   0.99992107  x   0.99978549  =   0.99970657
 DP0500
 DP0500|---------------------------------------------------------------------|
 DP0500| PID    Reference Object                     Distance      Geod. Az  |
 DP0500|                                                           dddmmss.s |
 DP0500| DP0501 GUTHRIE MAGNETIC STATION 1935        21.822 METERS 00237     |
 DP0500| CX8198 GUTHRIE AZ MK                                      0793503.1 |
 DP0500| CX8199 GUTHRIE RM 1                         47.000 METERS 14217     |
 DP0500| CX8200 GUTHRIE RM 2                         45.111 METERS 32326     |
 DP0500| DP0499 SIX RESET                           APPROX. 5.8 KM 3570442.1 |
 DP0500|---------------------------------------------------------------------|
 DP0500
 DP0500                          SUPERSEDED SURVEY CONTROL
 DP0500
 DP0500  NAD 83(1993)-  33 37 13.36880(N)    100 19 20.44023(W) AD(       ) 2
 DP0500  NAD 83(1986)-  33 37 13.37162(N)    100 19 20.43311(W) AD(       ) 2
 DP0500  NAD 27      -  33 37 13.06700(N)    100 19 19.03800(W) AD(       ) 2
 DP0500
 DP0500.Superseded values are not recommended for survey control.
 DP0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0500.See file dsdata.txt to determine how the superseded data were derived.
 DP0500
 DP0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7734020850(NAD 83)
 DP0500_MARKER: DS = TRIANGULATION STATION DISK
 DP0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0500_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0500
 DP0500  HISTORY     - Date     Condition        Report By
 DP0500  HISTORY     - 1935     MONUMENTED       CGS
 DP0500  HISTORY     - 1938     GOOD             TXHD
 DP0500  HISTORY     - 1958     GOOD             CGS
 DP0500
 DP0500                          STATION DESCRIPTION
 DP0500
 DP0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0500'STATION IS LOCATED IN JAIL YARD AT GUTHRIE, 275 FEET N OF POST
 DP0500'OFFICE, 150 FEET W OF JAIL, AND 300 FEET E OF STATE HIGHWAY 4.
 DP0500'
 DP0500'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0500'BRONZE DISKS SET IN CONCRETE.
 DP0500'
 DP0500'REFERENCE MARK NO. 1 IS SE OF STATION, AT CORNER OF WOODEN
 DP0500'FENCE TO JAIL, 25 FEET SW FROM SW CORNER OF JAIL.
 DP0500'
 DP0500'REFERENCE MARK NO. 2 IS NW OF STATION, AT CORNER OF BARB-WIRE
 DP0500'FENCE TO PRIVATE HOUSE, 35 FEET SW BY S FROM CORNER OF ONE-STORY
 DP0500'UNPAINTED FRAME HOUSE, 45 FEET E FROM CENTER LINE OF N-S ROAD
 DP0500'(STATE HIGHWAY 4).
 DP0500'
 DP0500'AZIMUTH MARK IS E OF STATION NEAR GUTHRIE CEMETERY.  TO REACH
 DP0500'FROM STATION, GO S ON STATE HIGHWAY 4 FOR 0.2 MILE, THENCE
 DP0500'LEFT (E) ON WELL-TRAVELED ROAD FOR 0.5 MILE TO ROAD LEADING
 DP0500'LEFT (N) JUST E OF DIP FOR CREEK, THENCE LEFT (N) FOR 0.6 MILE
 DP0500'ALONG WINDING ROAD.  MARK IS 10 FEET W OF CENTER LINE OF ROAD,
 DP0500'50 FEET S OF FENCE LINE TO GUTHRIE CEMETERY.
 DP0500'
 DP0500'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DP0500
 DP0500                          STATION RECOVERY (1938)
 DP0500
 DP0500'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0500'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 DP0500'IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0500
 DP0500                          STATION RECOVERY (1958)
 DP0500
 DP0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0500'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 DP0500'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE
 DP0500'TILTED.
 DP0500'
 DP0500'THE STATION MARK IS IN AN OPEN LOT ABOUT 0.1 MILE NORTH OF
 DP0500'THE COURT HOUSE AND ABOUT 50 YARDS SOUTHEAST OF THE NORTH POINT
 DP0500'OF THE TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAYS 82 AND 83.
 DP0500'
 DP0500'R.M. NO. 1 IS SOUTHEAST OF THE STATION AND IS NEAR THE SOUTHWEST
 DP0500'CORNER OF THE FENCE AROUND THE JAIL.
 DP0500'
 DP0500'R.M. NO. 2 IS NORTHEAST OF THE STATION, ABOUT 45 FEET EAST OF
 DP0500'THE CENTERLINE OF THE HIGHWAY AND 38 FEET NORTHWEST OF THE EAST
 DP0500'END OF A CONCRETE CULVERT.
 DP0500'
 DP0500'THE AZIMUTH MARK IS ABOUT 1.0 MILE EAST OF THE STATION AND IS
 DP0500'51 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE GUTHRIE
 DP0500'CEMETERY.
 DP0500'
 DP0500'THE GUTHRIE MAGNETIC STATION COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0501 ***********************************************************************
 DP0501  DESIGNATION -  GUTHRIE MAGNETIC STATION 1935
 DP0501  PID         -  DP0501
 DP0501  STATE/COUNTY-  TX/KING
 DP0501  USGS QUAD   -  GUTHRIE (1981)
 DP0501
 DP0501                         *CURRENT SURVEY CONTROL
 DP0501  ___________________________________________________________________
 DP0501* NAD 83(1993)-  33 37 14.07392(N)    100 19 20.40125(W)     ADJUSTED  
 DP0501* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 DP0501  ___________________________________________________________________
 DP0501  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 DP0501  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DP0501
 DP0501  HORZ ORDER  -  SECOND
 DP0501
 DP0501.The horizontal coordinates were established by classical geodetic methods
 DP0501.and adjusted by the National Geodetic Survey in February 1996..
 DP0501
 DP0501.The orthometric height was scaled from a topographic map.
 DP0501
 DP0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0501
 DP0501.The geoid height was determined by GEOID03.
 DP0501
 DP0501;                    North         East     Units Scale Factor Converg.
 DP0501;SPC TXNC     - 2,218,139.774   430,920.967   MT  0.99992180   -0 59 38.0
 DP0501;SPC TXNC     - 7,277,346.91  1,413,779.87   sFT  0.99992180   -0 59 38.0
 DP0501;UTM  14      - 3,720,871.298   377,340.852   MT  0.99978548   -0 43 56.1
 DP0501
 DP0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0501!SPC TXNC     -   0.99992107  x   0.99992180  =   0.99984287
 DP0501!UTM  14      -   0.99992107  x   0.99978548  =   0.99970656
 DP0501
 DP0501                          SUPERSEDED SURVEY CONTROL
 DP0501
 DP0501  NAD 83(1993)-  33 37 14.07634(N)    100 19 20.40147(W) AD(       ) 2
 DP0501  NAD 83(1986)-  33 37 14.07916(N)    100 19 20.39435(W) AD(       ) 2
 DP0501  NAD 27      -  33 37 13.77500(N)    100 19 18.99900(W) AD(       ) 2
 DP0501
 DP0501.Superseded values are not recommended for survey control.
 DP0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0501.See file dsdata.txt to determine how the superseded data were derived.
 DP0501
 DP0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC7734120871(NAD 83)
 DP0501_MARKER: Z = SEE DESCRIPTION
 DP0501_SETTING: 0 = UNSPECIFIED SETTING
 DP0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0501
 DP0501  HISTORY     - Date     Condition        Report By
 DP0501  HISTORY     - 1935     MONUMENTED       CGS
 DP0501
 DP0501                          STATION DESCRIPTION
 DP0501
 DP0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0501'POST MARKING THE N END OF THE MERIDIAN LINE WAS FOUND IN GOOD
 DP0501'CONDITION AND AS DESCRIBED.  THE STATION MARK AND POST MARKING
 DP0501'THE S END OF THE MERIDIAN LINE WAS NOT RECOVERED.
 DP0501'
 DP0501'RECOVERED MARK IS 21.822 METERS (71.60 FEET) N OF U.S.C. AND G.S.
 DP0501'TRIANGULATION STATION GUTHRIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1162 ***********************************************************************
 CA1162  DESIGNATION -  GUY
 CA1162  PID         -  CA1162
 CA1162  STATE/COUNTY-  TX/COLEMAN
 CA1162  USGS QUAD   -  TALPA (1987)
 CA1162
 CA1162                         *CURRENT SURVEY CONTROL
 CA1162  ___________________________________________________________________
 CA1162* NAD 83(1993)-  31 48 40.15947(N)    099 41 32.31645(W)     ADJUSTED  
 CA1162* NAVD 88     -       649.3    (meters)    2130.     (feet)  VERTCON   
 CA1162  ___________________________________________________________________
 CA1162  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CA1162  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CA1162
 CA1162  HORZ ORDER  -  SECOND
 CA1162
 CA1162.The horizontal coordinates were established by classical geodetic methods
 CA1162.and adjusted by the National Geodetic Survey in February 1996..
 CA1162
 CA1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1162
 CA1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1162
 CA1162.The geoid height was determined by GEOID03.
 CA1162
 CA1162;                    North         East     Units Scale Factor Converg.
 CA1162;SPC TX C     - 3,237,911.864   760,694.653   MT  0.99998141   +0 19 48.6
 CA1162;SPC TX C     -10,623,049.17  2,495,712.37   sFT  0.99998141   +0 19 48.6
 CA1162;UTM  14      - 3,519,712.691   434,473.221   MT  0.99965295   -0 21 53.8
 CA1162
 CA1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1162!SPC TX C     -   0.99990205  x   0.99998141  =   0.99988346
 CA1162!UTM  14      -   0.99990205  x   0.99965295  =   0.99955503
 CA1162
 CA1162|---------------------------------------------------------------------|
 CA1162| PID    Reference Object                     Distance      Geod. Az  |
 CA1162|                                                           dddmmss.s |
 CA1162| CV4185 GUY RM 1                             20.215 METERS 03231     |
 CA1162| CV4184 GUY AZ MK                                          0724257.8 |
 CA1162| CV4186 GUY RM 2                             21.396 METERS 13438     |
 CA1162| CA1170 TALPA ATL PLINE CO MICROWAVE        APPROX. 9.3 KM 1492148.3 |
 CA1162| CA1163 TALPA                               APPROX. 3.7 KM 1982533.5 |
 CA1162|---------------------------------------------------------------------|
 CA1162
 CA1162                          SUPERSEDED SURVEY CONTROL
 CA1162
 CA1162  NAD 83(1986)-  31 48 40.16698(N)    099 41 32.30247(W) AD(       ) 2
 CA1162  NAD 27      -  31 48 39.64474(N)    099 41 31.02186(W) AD(       ) 2
 CA1162  NGVD 29 (07/19/86)  649.2    (m)         2130.     (f) VERT ANG       
 CA1162
 CA1162.Superseded values are not recommended for survey control.
 CA1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1162.See file dsdata.txt to determine how the superseded data were derived.
 CA1162
 CA1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA3447319713(NAD 83)
 CA1162_MARKER: DS = TRIANGULATION STATION DISK
 CA1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1162
 CA1162  HISTORY     - Date     Condition        Report By
 CA1162  HISTORY     - 1943     MONUMENTED       CGS
 CA1162  HISTORY     - 1967     GOOD             CGS
 CA1162
 CA1162                          STATION DESCRIPTION
 CA1162
 CA1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA1162'STATION IS LOCATED ABOUT 1.0 MILE E AND 2.5 MILES N OF TALPA,
 CA1162'ON THE HIGHEST POINT OF A SPUR RIDGE PROJECTING TO THE SW, AND
 CA1162'ON LAND OWNED BY MRS. J.A. GUY WHO LIVES ABOUT 0.5 MILE SE.
 CA1162'THE MARK IS SET IN AN OPEN PASTURE LAND ABOUT 75 FEET S OF THE
 CA1162'DIM TRACK ROAD, 200 FEET SE OF A GROUP OF SCRUB OAK TREES,
 CA1162'AND ON ABOUT THE CENTER OF THE RIDGE.  IT IS STAMPED GUY 1943
 CA1162'AND PROJECTS 5 INCHES.
 CA1162'
 CA1162'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA1162'DISKS SET IN CONCRETE.
 CA1162'
 CA1162'REFERENCE MARK 1 IS ENE OF THE STATION SET IN THE OPEN PASTURE
 CA1162'LAND.  IT IS STAMPED GUY NO 1 1943 AND PROJECTS 6 INCHES.
 CA1162'
 CA1162'REFERENCE MARK 2 IS S OF THE STATION SET IN THE OPEN PASTURE
 CA1162'LAND.  IT IS STAMPED GUY NO 2 1943 AND PROJECTS 8 INCHES.
 CA1162'
 CA1162'AZIMUTH MARK IS ABOUT 0.3 MILE E OF THE STATION, 45 FEET NW
 CA1162'OF THE CENTER LINE OF THE MAIN DIRT ROAD, 27 FEET NW OF THE
 CA1162'INTERSECTION OF THE FENCE LINES, AND 1 FOOT SW OF THE NW AND
 CA1162'SE FENCE LINE.  IT IS STAMPED GUY 1943 AND PROJECTS 8 INCHES.
 CA1162'TO REACH FROM THE STATION, GO BACK TO THE BOARD GATE, TURN
 CA1162'LEFT AND GO N FOR 0.5 MILE TO THE TOP OF THE RIDGE AND THE
 CA1162'MARK ON THE LEFT.
 CA1162'
 CA1162'TO REACH THE STATION FROM THE POST OFFICE IN TALPA, GO E ON
 CA1162'U.S. HIGHWAY 67 FOR 0.1 MILE TO A GRADED DIRT ROAD LEFT, TURN
 CA1162'LEFT AND GO N ON GRADED DIRT ROAD FOR 1.3 MILES, PASSING COTTON
 CA1162'GIN ON THE E SIDE, TO A T-INTERSECTION, TURN RIGHT AND GO E
 CA1162'ON GRADED DIRT ROAD FOR 1.1 MILES, PASSING CEMETERY AT 0.9
 CA1162'MILE, TO A SIDE ROAD LEFT DOWN LANE.  TURN LEFT AND GO N ON
 CA1162'DIRT ROAD FOR 0.6 MILE TO A BOARD GATE ON THE LEFT, TURN
 CA1162'LEFT THROUGH BOARD GATE FOR ABOUT 100 FEET TO A DIM FORK,
 CA1162'BEAR RIGHT, PASSING BEEHIVES AND OLD RANCH HOUSE, FOR ABOUT
 CA1162'0.15 MILE TO A WIRE GATE IN FENCE LINE NW OF THE HOUSE.
 CA1162'PASS THROUGH GATE AND FOLLOW MAIN TRACK ROAD IN A NW
 CA1162'DIRECTION UP DRAW FOR 0.4 MILE, PASSING 50 FEET E OF A
 CA1162'STEEL WINDMILL AND WATER TANK.  CROSS SMALL STREAM BED,
 CA1162'BEAR LEFT ON DIM TRACK ROAD AND GO 0.15 MILE TO THE TOP OF THE
 CA1162'RIDGE.  TURN SHARP LEFT AND GO S FOR ABOUT 200 FEET TO
 CA1162'THE STATION.
 CA1162'
 CA1162'OBSERVATIONS MADE FROM A 50-FOOT STEEL TOWER.
 CA1162'
 CA1162'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 CA1162
 CA1162                          STATION RECOVERY (1967)
 CA1162
 CA1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (IB)
 CA1162'THE STATION IS LOCATED ABOUT 1.0 MILE EAST AND 2.5 MILE NORTH
 CA1162'OF TALPA.  3.9 MILES NORTH AND 8.3 MILES WEST OF VALERA ON THE
 CA1162'HIGHEST PART OF A SPUR RIDGE PROJECTING TO THE SOUTHWEST AND
 CA1162'ON LAND NOW OWNED BY E.E. EVANS.  STATION MARK AND REFERENCE
 CA1162'MARKS ARE SET IN OPEN PASTURE LAND, ABOUT 300 FEET NORTHWEST
 CA1162'OF A GAS WELL, AND ON ABOUT THE CENTER OF THE RIDGE.
 CA1162'
 CA1162'TO REACH FROM THE EAST EDGE OF TALPA (JUNCTION OF U.S. HIGHWAY
 CA1162'67 AND FARM ROAD 2132), FOLLOW NORTH ALONG FARM ROAD 2132 FOR
 CA1162'1.3 MILES TO A T-INTERSECTION.  TURN EAST AND FOLLOW CALICHE
 CA1162'ROAD FOR 0.7 MILE TO A CATTLEGUARD ON THE LEFT.  TURN THROUGH
 CA1162'THE CATTLEGUARD AND FOLLOW TRACK ROAD NORTH FOR 0.65 MILE TO
 CA1162'A DOUBLE METAL GATE AND RIGHT TURN.  PASS THROUGH THE GATE
 CA1162'TAKING LEFT FORK BEYOND THE TURN, FOLLOW CURVING TRACK
 CA1162'LEFT AND THEN RIGHT TO THE TOP OF THE RIDGE, THE GAS WELL AND
 CA1162'THE STATION SITE.
 CA1162'
 CA1162'STATION MARK--A USC AND GS BRONZE DISK SET IN THE TOP OF A
 CA1162'CONCRETE POST.  THE DISK PROJECTS ABOUT 6 INCHES AND IS
 CA1162'STAMPED GUY 1943.
 CA1162'
 CA1162'REFERENCE MARK NO. 1--A USC AND GS BRONZE REFERENCE MARK DISK
 CA1162'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 CA1162'
 CA1162'REFERENCE MARK NO. 2--A USC AND GS BRONZE REFERENCE MARK DISK
 CA1162'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 CA1162'
 CA1162'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 106.25 FEET
 CA1162'(32.387 METERS).
 CA1162'
 CA1162'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  HOWEVER TALPA ET 2.3
 CA1162'MILES SOUTH-SOUTHWEST, IS VISIBLE FROM THE GROUND AND WILL
 CA1162'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0488 ***********************************************************************
 DP0488  DESIGNATION -  GUY
 DP0488  PID         -  DP0488
 DP0488  STATE/COUNTY-  TX/COTTLE
 DP0488  USGS QUAD   -  CHALK (1981)
 DP0488
 DP0488                         *CURRENT SURVEY CONTROL
 DP0488  ___________________________________________________________________
 DP0488* NAD 83(1993)-  33 59 05.05495(N)    100 09 32.04281(W)     ADJUSTED  
 DP0488* NAVD 88     -       524.     (meters)    1719.     (feet)  SCALED    
 DP0488  ___________________________________________________________________
 DP0488  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DP0488  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DP0488
 DP0488  HORZ ORDER  -  SECOND
 DP0488
 DP0488.The horizontal coordinates were established by classical geodetic methods
 DP0488.and adjusted by the National Geodetic Survey in February 1996..
 DP0488
 DP0488.The orthometric height was scaled from a topographic map.
 DP0488
 DP0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0488
 DP0488.The geoid height was determined by GEOID03.
 DP0488
 DP0488;                    North         East     Units Scale Factor Converg.
 DP0488;SPC TXNC     - 2,258,274.237   446,720.992   MT  1.00000509   -0 54 17.1
 DP0488;SPC TXNC     - 7,409,021.39  1,465,617.12   sFT  1.00000509   -0 54 17.1
 DP0488;UTM  14      - 3,761,068.877   392,956.128   MT  0.99974125   -0 38 52.3
 DP0488
 DP0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0488!SPC TXNC     -   0.99992211  x   1.00000509  =   0.99992720
 DP0488!UTM  14      -   0.99992211  x   0.99974125  =   0.99966338
 DP0488
 DP0488|---------------------------------------------------------------------|
 DP0488| PID    Reference Object                     Distance      Geod. Az  |
 DP0488|                                                           dddmmss.s |
 DP0488| CX8202 GUY RM 1                             13.332 METERS 11312     |
 DP0488| CX8203 GUY RM 2                             14.850 METERS 22344     |
 DP0488| EN0710 PADUCAH TV SIGNAL SERVICE MST       APPROX.14.4 KM 2800037.5 |
 DP0488| EN0705 PADUCAH MUNICIPAL TANK              APPROX.14.5 KM 2832214.2 |
 DP0488| CX8201 GUY AZ MK                                          2833850.2 |
 DP0488| EN0709 PADUCAH PANHANDLE CO TANK           APPROX.13.8 KM 2873939.8 |
 DP0488|---------------------------------------------------------------------|
 DP0488
 DP0488                          SUPERSEDED SURVEY CONTROL
 DP0488
 DP0488  NAD 83(1993)-  33 59 05.05652(N)    100 09 32.04282(W) AD(       ) 2
 DP0488  NAD 83(1986)-  33 59 05.06094(N)    100 09 32.03542(W) AD(       ) 2
 DP0488  NAD 27      -  33 59 04.77126(N)    100 09 30.64367(W) AD(       ) 2
 DP0488
 DP0488.Superseded values are not recommended for survey control.
 DP0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0488.See file dsdata.txt to determine how the superseded data were derived.
 DP0488
 DP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC9295661069(NAD 83)
 DP0488_MARKER: DS = TRIANGULATION STATION DISK
 DP0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0488_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0488
 DP0488  HISTORY     - Date     Condition        Report By
 DP0488  HISTORY     - 1967     MONUMENTED       CGS
 DP0488
 DP0488                          STATION DESCRIPTION
 DP0488
 DP0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DP0488'THE STATION IS ABOUT 11 MILES EAST-SOUTHEAST OF PADUCAH, 3 MILES
 DP0488'NORTH OF FARM ROAD 1038 AND ON THE TOP OF A SMALL ROCK COVERED KNOLL.
 DP0488'
 DP0488'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83, 62 AND 70
 DP0488'IN PADUCAH, GO SOUTH ON U.S. HIGHWAY 83 FOR 0.4 MILE TO THE JUNCTION
 DP0488'OF FARM ROAD 1038 ON THE LEFT.  TURN LEFT AND GO EAST ON FARM ROAD
 DP0488'1038 FOR 1.65 MILES TO A SIDE ROAD LEFT, JUST AFTER THE HIGHWAY
 DP0488'CURVES RIGHT.  TURN LEFT AND GO EAST ON A GRADED ROAD FOR 2.2 MILES
 DP0488'TO A T-ROAD.  TURN LEFT AND GO NORTH ON GRADED ROAD FOR 0.1 MILE
 DP0488'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND SOUTH ON GRADED
 DP0488'ROAD FOR 1.6 MILES TO A POWER LINE CROSSING THE ROAD AND A BOARD
 DP0488'GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE AND GO
 DP0488'EAST ON A TRACK ROAD, FOLLOWING POWER LINE FOR 2.3 MILES TO A
 DP0488'GATE.  PASS THROUGH GATE AND CONTINUE EAST ON THE TRACK ROAD FOR 0.8
 DP0488'MILES TO A SMALL TANK AND DAM.  CONTINUE ACROSS THE DAM ON THE TRACK
 DP0488'ROAD FOR 0.1 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST ON TRACK
 DP0488'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DP0488'EAST ON THE TRACK ROAD FOR 0.4 MILE TO A FORK AND THE STATION ON
 DP0488'THE RIGHT.
 DP0488'
 DP0488'THE STATION MARK IS A STANDARD DISK, STAMPED GUY 1967, SET IN THE TOP
 DP0488'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 DP0488'INCHES ABOVE THE GROUND.  IT IS 163 FEET SOUTH OF THE CENTERLINE OF
 DP0488'THE TRACK ROAD, 36.1 FEET SOUTHWEST OF A POWER LINE POLE, 17.5
 DP0488'FEET WEST OF A GUY WIRE AND 6.3 FEET SOUTH OF A WITNESS POST.
 DP0488'
 DP0488'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GUY NO 1 1967, SET IN
 DP0488'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0488'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 47.4 FEET SOUTHEAST OF
 DP0488'THE POWER LINE POLE, 24.6 FEET EAST OF THE GUY WIRE AND ABOUT 5
 DP0488'FEET LOWER IN ELEVATION THAN THE STATION.  THE DISTANCE FROM THE
 DP0488'AXIS OF THE TELESCOPE IS 44.04 FEET OR 13.422 METERS.
 DP0488'
 DP0488'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GUY NO 2 1967, SET IN
 DP0488'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0488'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 19 FEET NORTH OF THE
 DP0488'SOUTH EDGE OF THE KNOLL, 17 FEET EAST OF THE WEST EDGE OF THE KNOLL
 DP0488'AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.  THE DISTANCE
 DP0488'FROM THE AXIS OF THE TELESCOPE IS 49.15 FEET OR 14.980 METERS.
 DP0488'
 DP0488'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GUY 1967, SET IN THE TOP
 DP0488'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 DP0488'INCHES ABOVE THE GROUND.  IT IS 73 FEET SOUTH OF THE CENTERLINE OF
 DP0488'THE TRACK ROAD, 60.4 FEET SOUTH OF A POWER LINE POLE AND 2.2 FEET
 DP0488'SOUTHEAST OF A WITNESS POST.
 DP0488'
 DP0488'THE UNDERGROUND STATION MARK IS SET 34 INCHES BELOW THE GROUND
 DP0488'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6276 ***********************************************************************
 AB6276  SACS        -  This is a Secondary Airport Control Station.
 AB6276  DESIGNATION -  GVT D
 AB6276  PID         -  AB6276
 AB6276  STATE/COUNTY-  TX/HUNT
 AB6276  USGS QUAD   -  GREENVILLE SE (1962)
 AB6276
 AB6276                         *CURRENT SURVEY CONTROL
 AB6276  ___________________________________________________________________
 AB6276* NAD 83(1993)-  33 04 27.59167(N)    096 03 57.94187(W)     ADJUSTED  
 AB6276* NAVD 88     -       160.38   (meters)     526.2    (feet)  GPS OBS   
 AB6276  ___________________________________________________________________
 AB6276  X           -    -565,374.596 (meters)                     COMP
 AB6276  Y           -  -5,320,136.409 (meters)                     COMP
 AB6276  Z           -   3,460,943.042 (meters)                     COMP
 AB6276  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AB6276  ELLIP HEIGHT-         134.82  (meters)          (01/29/01) GPS OBS
 AB6276  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AB6276
 AB6276  HORZ ORDER  -  FIRST
 AB6276  ELLP ORDER  -  FOURTH    CLASS II
 AB6276
 AB6276.This mark is at Majors (GVT) Airport (GVT)
 AB6276
 AB6276.The horizontal coordinates were established by GPS observations
 AB6276.and adjusted by the National Geodetic Survey in August 1996..
 AB6276
 AB6276.The orthometric height was determined by GPS observations and a
 AB6276.high-resolution geoid model.
 AB6276
 AB6276.GPS derived orthometric heights for airport stations designated as
 AB6276.PACS or SACS are published to 2 decimal places.  This maintains
 AB6276.centimeter relative accuracy between the PACS and SACS.  It does
 AB6276.not indicate centimeter accuracy relative to other marks which are
 AB6276.part of the NAVD 88 network.
 AB6276
 AB6276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6276
 AB6276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6276
 AB6276.The ellipsoidal height was determined by GPS observations
 AB6276.and is referenced to NAD 83.
 AB6276
 AB6276.The geoid height was determined by GEOID03.
 AB6276
 AB6276;                    North         East     Units Scale Factor Converg.
 AB6276;SPC TXNC     - 2,158,727.749   827,216.074   MT  0.99987270   +1 19 38.8
 AB6276;SPC TXNC     - 7,082,425.96  2,713,958.07   sFT  0.99987270   +1 19 38.8
 AB6276;UTM  14      - 3,663,356.274   773,891.909   MT  1.00052505   +1 36 07.6
 AB6276;UTM  15      - 3,663,709.353   213,762.932   MT  1.00061033   -1 40 27.8
 AB6276
 AB6276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6276!SPC TXNC     -   0.99997883  x   0.99987270  =   0.99985154
 AB6276!UTM  14      -   0.99997883  x   1.00052505  =   1.00050387
 AB6276!UTM  15      -   0.99997883  x   1.00061033  =   1.00058915
 AB6276
 AB6276                          SUPERSEDED SURVEY CONTROL
 AB6276
 AB6276  ELLIP H (08/28/96)  134.90   (m)                       GP(       ) 4 2
 AB6276
 AB6276.Superseded values are not recommended for survey control.
 AB6276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6276.See file dsdata.txt to determine how the superseded data were derived.
 AB6276
 AB6276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7389263356(NAD 83)
 AB6276_MARKER: DD = SURVEY DISK
 AB6276_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB6276_STAMPING: GVT D 1990
 AB6276_MARK LOGO: NOS   
 AB6276_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6276+STABILITY: SURFACE MOTION
 AB6276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6276+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 AB6276
 AB6276  HISTORY     - Date     Condition        Report By
 AB6276  HISTORY     - 1990     MONUMENTED       NOS
 AB6276  HISTORY     - 19900615 GOOD             NOS
 AB6276  HISTORY     - 19941220 GOOD             NGS
 AB6276
 AB6276                          STATION DESCRIPTION
 AB6276
 AB6276'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 AB6276'THE STATION IS BETWEEN THE PARALLEL TAXIWAY AND RUNWAY 17-35, IN THE
 AB6276'VICINITY OF WHERE CLOSED RUNWAY 13-31 IS W OF RUNWAY 17-35.  THE
 AB6276'STATION IS 9.3 FT (2.8 M) SSW OF THE SW EDGE OF CLOSED RUNWAY 13-31,
 AB6276'91.7 FT (28.0 M) W OF THE FIRST TAXI LIGHT ON THE SW SIDE OF THE NORTH
 AB6276'TAXIWAY, 266.3 FT (81.2 M) SSW OF CENTERLINE RUNWAY 17-35, 233.5 FT
 AB6276'(71.2 M) E OF CENTERLINE PARALLEL TAXIWAY.  THE STATION IS A NOS DISK,
 AB6276'SET INTO A CONCRETE POST, THAT IS 6 INCHES BELOW GROUND LEVEL.  THE
 AB6276'DISK IS STAMPED GVT D 1990.
 AB6276
 AB6276                          STATION RECOVERY (1994)
 AB6276
 AB6276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6276'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH-SOUTHEAST OF
 AB6276'GREENVILLE AT THE GREENVILLE MAJORS FIELD AIRPORT, IN THE SOUTHWEST
 AB6276'QUADRANT OF THE JUNCTION OF RUNWAYS 17-35 AND 13-31.  OWNERSHIP--CITY
 AB6276'OF GREENVILLE.  AIRPORT MANAGER IS MASSOUD EBRAHIM.  SECURITY ESCORT
 AB6276'IS DAVID HERBERT.  BOTH ARE AT 2315 JOHNSON STREET, P.O.  BOX 1049,
 AB6276'GREENVILLE, TX 75403-1049.  PHONE 903-457-3135.  CONTACT ONE OF THEM
 AB6276'AT LEAST ONE DAY IN ADVANCE FOR AN ESCORT TO THIS STATION.  TO REACH
 AB6276'FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 30 AND U.S.
 AB6276'HIGHWAY 69 ON THE SOUTH SIDE OF GREENVILLE, GO SOUTHEAST ON HIGHWAY 69
 AB6276'FOR 0.96 KM (0.60 MI) TO FARM ROAD 1570 ON THE RIGHT.  TURN RIGHT,
 AB6276'SOUTH, ON FARM ROAD 1570 FOR 4.75 KM (2.95 MI) TO A PAVED CROSSROAD
 AB6276'(FARM ROAD 1570 TURNS WEST AND THE ROAD TO THE SOUTH IS FARM ROAD
 AB6276'2101) .  CONTINUE AHEAD, SOUTH, ON FARM ROAD 2101 FOR 0.72 KM (0.45
 AB6276'MI) TO MAJOR FIELD ROAD ON THE LEFT.  TURN LEFT, EAST, ON MAJOR FIELD
 AB6276'ROAD FOR 0.58 KM (0.35 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH,
 AB6276'ON THE PAVED ROAD FOR 0.12 KM (0.05 MI) TO A GATE AT THE APRON AND A
 AB6276'HANGAR ON THE LEFT.  SECURITY WILL ESCORT YOU FROM HERE.  THE STATION
 AB6276'IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST SET 15 CM BELOW THE
 AB6276'GROUND WITH A 0.6 M (2.0 FT) SQUARE CONCRETE PAD WITH A HOLE IN IT
 AB6276'OVER THE MARK.  IT IS 81.4 M (267.1 FT) SOUTHWEST OF THE CENTER OF
 AB6276'RUNWAY 17-35, 72.0 M (236.2 FT) NORTH-NORTHEAST OF THE NORTH END OF A
 AB6276'HEADWALL OF A CONCRETE CULVERT AT A DRAIN, 72.3 M (237.2 FT) EAST OF
 AB6276'THE CENTER OF THE PARALLEL TAXI, 58.3 M (191.3 FT) SOUTHEAST OF THE
 AB6276'CENTER OF THE CURVE AT THE JUNCTION OF THE PARALLEL TAXI AND CLOSED
 AB6276'RUNWAY 13-31, AND 0.15 M (0.49 FT) NORTHEAST OF A PLASTIC POST.
 AB6276'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6277 ***********************************************************************
 AB6277  DESIGNATION -  GVT E
 AB6277  PID         -  AB6277
 AB6277  STATE/COUNTY-  TX/HUNT
 AB6277  USGS QUAD   -  GREENVILLE SE (1962)
 AB6277
 AB6277                         *CURRENT SURVEY CONTROL
 AB6277  ___________________________________________________________________
 AB6277* NAD 83(1993)-  33 04 05.94672(N)    096 03 48.72704(W)     ADJUSTED  
 AB6277* NAVD 88     -       163.6    (meters)     537.     (feet)  GPS OBS   
 AB6277  ___________________________________________________________________
 AB6277  X           -    -565,175.637 (meters)                     COMP
 AB6277  Y           -  -5,320,526.146 (meters)                     COMP
 AB6277  Z           -   3,460,385.971 (meters)                     COMP
 AB6277  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AB6277  ELLIP HEIGHT-         137.99  (meters)          (01/29/01) GPS OBS
 AB6277  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AB6277
 AB6277  HORZ ORDER  -  FIRST
 AB6277  ELLP ORDER  -  FOURTH    CLASS II
 AB6277
 AB6277.This mark is at Majors (GVT) Airport (GVT)
 AB6277
 AB6277.The horizontal coordinates were established by GPS observations
 AB6277.and adjusted by the National Geodetic Survey in August 1996..
 AB6277
 AB6277.The orthometric height was determined by GPS observations and a
 AB6277.high-resolution geoid model.
 AB6277
 AB6277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6277
 AB6277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6277
 AB6277.The ellipsoidal height was determined by GPS observations
 AB6277.and is referenced to NAD 83.
 AB6277
 AB6277.The geoid height was determined by GEOID03.
 AB6277
 AB6277;                    North         East     Units Scale Factor Converg.
 AB6277;SPC TXNC     - 2,158,066.733   827,470.450   MT  0.99987266   +1 19 43.8
 AB6277;SPC TXNC     - 7,080,257.27  2,714,792.63   sFT  0.99987266   +1 19 43.8
 AB6277;UTM  14      - 3,662,696.053   774,149.618   MT  1.00052679   +1 36 11.7
 AB6277;UTM  15      - 3,663,035.427   213,982.507   MT  1.00060878   -1 40 21.8
 AB6277
 AB6277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6277!SPC TXNC     -   0.99997834  x   0.99987266  =   0.99985100
 AB6277!UTM  14      -   0.99997834  x   1.00052679  =   1.00050511
 AB6277!UTM  15      -   0.99997834  x   1.00060878  =   1.00058710
 AB6277
 AB6277                          SUPERSEDED SURVEY CONTROL
 AB6277
 AB6277  ELLIP H (08/28/96)  138.07   (m)                       GP(       ) 4 2
 AB6277
 AB6277.Superseded values are not recommended for survey control.
 AB6277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6277.See file dsdata.txt to determine how the superseded data were derived.
 AB6277
 AB6277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7415062696(NAD 83)
 AB6277_MARKER: DD = SURVEY DISK
 AB6277_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB6277_STAMPING: GVT E 1990
 AB6277_MARK LOGO: NOS   
 AB6277_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6277+STABILITY: SURFACE MOTION
 AB6277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6277+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 AB6277
 AB6277  HISTORY     - Date     Condition        Report By
 AB6277  HISTORY     - 1990     MONUMENTED       NOS
 AB6277  HISTORY     - 19900615 GOOD             NGS
 AB6277  HISTORY     - 19941220 GOOD             NGS
 AB6277
 AB6277                          STATION DESCRIPTION
 AB6277
 AB6277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AB6277'THE STATION IS LOCATED ACROSS THE RUNWAY 17-35 FROM MID FIELD TAXIWAY.
 AB6277'THE STATION IS 110.9 FT (33.8 M) SE OF THE CENTERLINE OF THE CLOSED
 AB6277'TAXIWAY JOINING THE RUNWAY 17-35 AND THE CLOSED 13-31 RUNWAY, 185.8 FT
 AB6277'(56.6 M) S OF THE SW CORNER OF THE LETTER R, PAINTED ON THE CLOSED
 AB6277'TAXIWAY, 520.0 FT (158.5 M) SW OF THE INTERSECTION OF THE CENTERLINES
 AB6277'OF THE CLOSED TAXIWAY AND THE GRAVEL SERVICE ROAD GOING TO THE TACAN,
 AB6277'480.7 FT (146.5 M) W OF THE CENTERLINE OF SERVICE ROAD GOING TO TACAN,
 AB6277'444.4 FT (135.5 M) NE OF THE NE CORNER OF BASE OF 4000 FT (1219.2 M)
 AB6277'SIGN, 545.6 FT (166.3 M) E OF CENTERLINE RUNWAY 17-35.  THE STATION IS
 AB6277'A NOS DISK, SET INTO A CONCRETE POST, THAT IS AT GROUND LEVEL.  THE
 AB6277'DISK IS STAMPED GVT E 1990.
 AB6277
 AB6277                          STATION RECOVERY (1994)
 AB6277
 AB6277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6277'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH-SOUTHEAST OF
 AB6277'GREENVILLE AT THE GREENVILLE MAJORS FIELD AIRPORT, ALONG THE SOUTHEAST
 AB6277'SIDE OF THE TAXI LEADING TO THE TACAN FACILITY AND WINDSOCK NEAR
 AB6277'MIDFIELD, AND ON THE EAST SIDE OF RUNWAY 17-35.  OWNERSHIP--CITY OF
 AB6277'GREENVILLE.  AIRPORT MANAGER IS MASSOUD EBRAHIM.  SECURITY ESCORT IS
 AB6277'DAVID HERBERT.  BOTH ARE AT 2315 JOHNSON STREET, P.O.  BOX 1049,
 AB6277'GREENVILLE, TX 75403-1049.  PHONE 903-457-3135.  CONTACT ONE OF THEM
 AB6277'AT LEAST ONE DAY IN ADVANCE FOR AN ESCORT TO THIS STATION.  TO REACH
 AB6277'FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 30 AND U.S.
 AB6277'HIGHWAY 69 ON THE SOUTH SIDE OF GREENVILLE, GO SOUTHEAST ON HIGHWAY 69
 AB6277'FOR 0.96 KM (0.60 MI) TO FARM ROAD 1570 ON THE RIGHT.  TURN RIGHT,
 AB6277'SOUTH, ON FARM ROAD 1570 FOR 4.75 KM (2.95 MI) TO A PAVED CROSSROAD
 AB6277'(FARM ROAD 1570 TURNS WEST AND THE ROAD TO THE SOUTH IS FARM ROAD
 AB6277'2101) .  CONTINUE AHEAD, SOUTH, ON FARM ROAD 2101 FOR 0.72 KM (0.45
 AB6277'MI) TO MAJOR FIELD ROAD ON THE LEFT.  TURN LEFT, EAST, ON MAJOR FIELD
 AB6277'ROAD FOR 0.58 KM (0.35 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH,
 AB6277'ON THE PAVED ROAD FOR 0.12 KM (0.05 MI) TO A GATE AT THE APRON AND A
 AB6277'HANGAR ON THE LEFT.  SECURITY WILL ESCORT YOU FROM HERE.  THE STATION
 AB6277'IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST SET FLUSH WITH THE
 AB6277'GROUND.  IT IS 168.3 M (552.2 FT) EAST OF THE CENTER OF RUNWAY 17-35,
 AB6277'158.2 M (519.0 FT) WEST-SOUTHWEST OF THE INTERSECTION OF THE CENTER OF
 AB6277'THE CLOSED TAXI AND THE GRAVEL SERVICE ROAD LEADING TO THE TACAN,
 AB6277'146.6 M (481.0 FT) WEST OF THE CENTER OF THE SERVICE ROAD TO THE
 AB6277'TACAN, 136.2 M (446.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 AB6277'BASE OF THE 4000 FT (1219.2 M) SIGN, 56.6 M (185.7 FT) SOUTH OF THE
 AB6277'SOUTHWEST CORNER OF THE LETTER R PAINTED ON THE CLOSED TAXI, AND 53.8
 AB6277'M (176.5 FT) SOUTHEAST OF THE CENTER OF THE CLOSED TAXI.  DESCRIBED BY
 AB6277'D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6275 ***********************************************************************
 AB6275  SACS        -  This is a Secondary Airport Control Station.
 AB6275  DESIGNATION -  GVT F
 AB6275  PID         -  AB6275
 AB6275  STATE/COUNTY-  TX/HUNT
 AB6275  USGS QUAD   -  GREENVILLE SE (1962)
 AB6275
 AB6275                         *CURRENT SURVEY CONTROL
 AB6275  ___________________________________________________________________
 AB6275* NAD 83(1993)-  33 03 39.89475(N)    096 04 06.17701(W)     ADJUSTED  
 AB6275* NAVD 88     -       159.57   (meters)     523.5    (feet)  GPS OBS   
 AB6275  ___________________________________________________________________
 AB6275  X           -    -565,671.690 (meters)                     COMP
 AB6275  Y           -  -5,320,910.432 (meters)                     COMP
 AB6275  Z           -   3,459,711.174 (meters)                     COMP
 AB6275  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AB6275  ELLIP HEIGHT-         134.01  (meters)          (01/29/01) GPS OBS
 AB6275  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AB6275
 AB6275  HORZ ORDER  -  FIRST
 AB6275  ELLP ORDER  -  FOURTH    CLASS II
 AB6275
 AB6275.This mark is at Majors (GVT) Airport (GVT)
 AB6275
 AB6275.The horizontal coordinates were established by GPS observations
 AB6275.and adjusted by the National Geodetic Survey in August 1996..
 AB6275
 AB6275.The orthometric height was determined by GPS observations and a
 AB6275.high-resolution geoid model.
 AB6275
 AB6275.GPS derived orthometric heights for airport stations designated as
 AB6275.PACS or SACS are published to 2 decimal places.  This maintains
 AB6275.centimeter relative accuracy between the PACS and SACS.  It does
 AB6275.not indicate centimeter accuracy relative to other marks which are
 AB6275.part of the NAVD 88 network.
 AB6275
 AB6275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6275
 AB6275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6275
 AB6275.The ellipsoidal height was determined by GPS observations
 AB6275.and is referenced to NAD 83.
 AB6275
 AB6275.The geoid height was determined by GEOID03.
 AB6275
 AB6275;                    North         East     Units Scale Factor Converg.
 AB6275;SPC TXNC     - 2,157,253.979   827,036.564   MT  0.99987264   +1 19 34.3
 AB6275;SPC TXNC     - 7,077,590.76  2,713,369.13   sFT  0.99987264   +1 19 34.3
 AB6275;UTM  14      - 3,661,880.700   773,719.346   MT  1.00052388   +1 36 01.0
 AB6275;UTM  15      - 3,662,245.924   213,506.309   MT  1.00061214   -1 40 30.2
 AB6275
 AB6275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6275!SPC TXNC     -   0.99997896  x   0.99987264  =   0.99985160
 AB6275!UTM  14      -   0.99997896  x   1.00052388  =   1.00050283
 AB6275!UTM  15      -   0.99997896  x   1.00061214  =   1.00059109
 AB6275
 AB6275                          SUPERSEDED SURVEY CONTROL
 AB6275
 AB6275  ELLIP H (08/28/96)  134.10   (m)                       GP(       ) 4 2
 AB6275
 AB6275.Superseded values are not recommended for survey control.
 AB6275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6275.See file dsdata.txt to determine how the superseded data were derived.
 AB6275
 AB6275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7371961881(NAD 83)
 AB6275_MARKER: DD = SURVEY DISK
 AB6275_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB6275_STAMPING: GVT F 1990
 AB6275_MARK LOGO: NOS   
 AB6275_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6275+STABILITY: SURFACE MOTION
 AB6275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6275+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 AB6275
 AB6275  HISTORY     - Date     Condition        Report By
 AB6275  HISTORY     - 1990     MONUMENTED       NOS
 AB6275  HISTORY     - 19900615 GOOD             NGS
 AB6275  HISTORY     - 19941220 GOOD             NGS
 AB6275
 AB6275                          STATION DESCRIPTION
 AB6275
 AB6275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AB6275'THE STATION IS LOCATED IN THE GRASS RECTANGLE BOUNDED ON ALL SIDES BY
 AB6275'THE TAXIWAYS AND SIDED BY THE PARALLEL TAXIWAY AND N OF THE S TAXIWAY.
 AB6275'THE STATION IS 119.0 FT (36.3 M) EAST OF THE CENTERLINE OF THE FIRST
 AB6275'N-S TAXIWAY W OF THE MAIN N-S PARALLEL TAXIWAY, 481.1 FT (146.6 M) S
 AB6275'OF THE CENTERLINE OF THE TAXIWAY THAT SIDES THE N EDGE OF THE FIELD,
 AB6275'397.2 FT (121.1 M) S OF THE W EDGE OF THE HEADWALL LOCATED ON THE N
 AB6275'END OF THE GRASS FIELD, 244.5 FT (74.5 M) N OF THE N EDGE OF TAXIWAY,
 AB6275'19.0 FT (5.8 M) E OF THE RANGE LINE FORMED BY THE FLOODLIGHTS ON THE E
 AB6275'EDGE OF RAMP, AND W OF THE PARALLEL TAXIWAY. THE STATION IS A NOS
 AB6275'DISK, SET INTO A CONCRETE POST, LOCATED AT GROUND LEVEL.  THE DISK IS
 AB6275'STAMPED GVT F 1990.
 AB6275
 AB6275                          STATION RECOVERY (1994)
 AB6275
 AB6275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6275'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH-SOUTHEAST OF
 AB6275'GREENVILLE ATTHE GREENVILLE MAJORS FIELD AIRPORT, IN THE NORTHWEST
 AB6275'QUADRANT OF THE JUNCTION OF THE MAIN PARALLEL TAXI TO RUNWAY 17-35 AND
 AB6275'THE EAST-WEST TAXI LEADING TO RUNWAY END 35.  OWNERSHIP--CITY OF
 AB6275'GREENVILLE.  AIRPORT MANAGER IS MASSOUD EBRAHIM.  SECURITY ESCORT IS
 AB6275'DAVID HERBERT.  BOTH ARE AT 2315 JOHNSON STREET, P.O.  BOX 1049,
 AB6275'GREENVILLE, TX 75403-1049.  PHONE 903-457-3135.  CONTACT ONE OF THEM
 AB6275'AT LEAST ONE DAY IN ADVANCE FOR AN ESCORT TO THIS STATION. TO REACH
 AB6275'FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 30 AND U.S.
 AB6275'HIGHWAY 69 ON THE SOUTH SIDE OF GREENVILLE, GO SOUTHEAST ON HIGHWAY 69
 AB6275'FOR 0.96 KM (0.60 MI) TO FARM ROAD 1570 ON THE RIGHT.  TURN RIGHT,
 AB6275'SOUTH, ON FARM ROAD 1570 FOR 4.75 KM (2.95 MI) TO A PAVED CROSSROAD
 AB6275'(FARM ROAD 1570 TURNS WEST AND THE ROAD TO THE SOUTH IS FARM ROAD
 AB6275'2101) .  CONTINUE AHEAD, SOUTH, ON FARM ROAD 2101 FOR 0.72 KM (0.45
 AB6275'MI) TO MAJOR FIELD ROAD ON THE LEFT.  TURN LEFT, EAST, ON MAJOR FIELD
 AB6275'ROAD FOR 0.58 KM (0.35 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH,
 AB6275'ON THE PAVED ROAD FOR 0.12 KM (0.05 MI) TO A GATE AT THE APRON AND A
 AB6275'HANGAR ON THE LEFT.  SECURITY WILL ESCORT YOU FROM HERE.  THE STATION
 AB6275'IS SET IN THE TOP OF A30 CM ROUND CONCRETE POST SET FLUSH WITH THE
 AB6275'GROUND.  IT IS 146.7 M (481.3 FT) SOUTH OF THE CENTER OF THE FIRST
 AB6275'CONNECTOR NORTH OF THE CLOSED EAST-WEST RUNWAY, 36.3 M (119.1 FT) EAST
 AB6275'OF THE CENTER OF THE FIRST TAXI WEST OF THE MAIN PARALLEL TAXI, 121.1
 AB6275'M (397.3 FT) SOUTHWEST OF THE WEST EDGE OF A CONCRETE HEADWALL, 74.5 M
 AB6275'(244.4 FT) NORTH OF THE NORTH EDGE OF THE CLOSED EAST-WEST RUNWAY, AND
 AB6275'123.6 M (405.5 FT) WEST OF THE WEST EDGE OF THE PARALLEL TAXI.
 AB6275'DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0968 ***********************************************************************
 CD0968  DESIGNATION -  GYP
 CD0968  PID         -  CD0968
 CD0968  STATE/COUNTY-  TX/CULBERSON
 CD0968  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0968
 CD0968                         *CURRENT SURVEY CONTROL
 CD0968  ___________________________________________________________________
 CD0968* NAD 83(1993)-  31 58 33.00767(N)    104 30 34.42812(W)     ADJUSTED  
 CD0968* NAVD 88     -      1222.     (meters)    4009.     (feet)  SCALED    
 CD0968  ___________________________________________________________________
 CD0968  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 CD0968  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CD0968
 CD0968  HORZ ORDER  -  THIRD
 CD0968
 CD0968.The horizontal coordinates were established by classical geodetic methods
 CD0968.and adjusted by the National Geodetic Survey in February 1996..
 CD0968
 CD0968.The orthometric height was scaled from a topographic map.
 CD0968
 CD0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0968
 CD0968.The geoid height was determined by GEOID03.
 CD0968
 CD0968;                    North         East     Units Scale Factor Converg.
 CD0968;SPC TX C     - 3,263,406.379   305,353.833   MT  1.00002616   -2 09 03.6
 CD0968;SPC TX C     -10,706,692.43  1,001,815.03   sFT  1.00002616   -2 09 03.6
 CD0968;UTM  13      - 3,537,862.263   546,336.757   MT  0.99962648   +0 15 35.0
 CD0968
 CD0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0968!SPC TX C     -   0.99981200  x   1.00002616  =   0.99983816
 CD0968!UTM  13      -   0.99981200  x   0.99962648  =   0.99943855
 CD0968
 CD0968:                Primary Azimuth Mark                     Grid Az
 CD0968:SPC TX C     -  NO 9K                                    204 00 18.9
 CD0968:UTM  13      -  NO 9K                                    201 35 40.3
 CD0968
 CD0968|---------------------------------------------------------------------|
 CD0968| PID    Reference Object                     Distance      Geod. Az  |
 CD0968|                                                           dddmmss.s |
 CD0968| CD0969 NO 9K                               APPROX.10.0 KM 2015115.3 |
 CD0968|---------------------------------------------------------------------|
 CD0968
 CD0968                          SUPERSEDED SURVEY CONTROL
 CD0968
 CD0968  NAD 83(1993)-  31 58 33.00876(N)    104 30 34.42790(W) AD(       ) 3
 CD0968  NAD 83(1986)-  31 58 33.00906(N)    104 30 34.42614(W) AD(       ) 3
 CD0968  NAD 27      -  31 58 32.60385(N)    104 30 32.63371(W) AD(       ) 3
 CD0968
 CD0968.Superseded values are not recommended for survey control.
 CD0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0968.See file dsdata.txt to determine how the superseded data were derived.
 CD0968
 CD0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER4633737862(NAD 83)
 CD0968_MARKER: DD = SURVEY DISK
 CD0968_SETTING: 66 = SET IN ROCK OUTCROP
 CD0968_SP_SET: SET IN ROCK OUTCROP
 CD0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0968+STABILITY: POSITION/ELEVATION WELL
 CD0968
 CD0968  HISTORY     - Date     Condition        Report By
 CD0968  HISTORY     - 1932     MONUMENTED       USGS
 CD0968
 CD0968                          STATION DESCRIPTION
 CD0968
 CD0968'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 CD0968'ON A BRUSHY-TOPPED HILL, 1,000 FT. NE. OF SW. END OF GYPSUM HILLS,
 CD0968'WHICH PARALLEL A BRANCH OF BLACK RIVER, 0.25 MI. TO E.  STATION IS
 CD0968'BEST REACHED BY LEAVING CARLSBAD - EL PASO HIGHWAY, 0.1 MI. S. OF
 CD0968'NEW MEXICO - TEXAS STATE LINE AND FOLLOWING GUADALUPE PUMP STATION
 CD0968'RD., 2.4 MI. THEN 0.3 MI. NE. ON AN OLD RD. TO GATE, PASS THROUGH
 CD0968'GATE AND UP RIDGE 0.4 MI.
 CD0968'
 CD0968'STATION MARK--STANDARD TABLET CEMENTED IN ROCK UNDER CENTER OF CAIRN,
 CD0968'STAMPED ---R 1932---.
 CD0968'
 CD0968'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0926 ***********************************************************************
 CD0926  DESIGNATION -  GYPSUM
 CD0926  PID         -  CD0926
 CD0926  STATE/COUNTY-  TX/CULBERSON
 CD0926  USGS QUAD   -  ALLIGATOR DRAW (1973)
 CD0926
 CD0926                         *CURRENT SURVEY CONTROL
 CD0926  ___________________________________________________________________
 CD0926* NAD 83(1993)-  31 57 53.50715(N)    104 25 35.85802(W)     ADJUSTED  
 CD0926* NAVD 88     -      1214.     (meters)    3983.     (feet)  SCALED    
 CD0926  ___________________________________________________________________
 CD0926  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 CD0926  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CD0926
 CD0926  HORZ ORDER  -  FIRST
 CD0926
 CD0926.The horizontal coordinates were established by classical geodetic methods
 CD0926.and adjusted by the National Geodetic Survey in February 1996..
 CD0926
 CD0926.The orthometric height was scaled from a topographic map.
 CD0926
 CD0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0926
 CD0926.The geoid height was determined by GEOID03.
 CD0926
 CD0926;                    North         East     Units Scale Factor Converg.
 CD0926;SPC TX C     - 3,261,899.178   313,142.814   MT  1.00002292   -2 06 29.8
 CD0926;SPC TX C     -10,701,747.55  1,027,369.38   sFT  1.00002292   -2 06 29.8
 CD0926;SPC NM E     -   106,975.978   156,181.807   MT  0.99991005   -0 02 57.8
 CD0926;SPC NM E     -   350,970.35    512,406.48   sFT  0.99991005   -0 02 57.8
 CD0926;UTM  13      - 3,536,684.562   554,179.167   MT  0.99963620   +0 18 12.8
 CD0926
 CD0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0926!SPC TX C     -   0.99981332  x   1.00002292  =   0.99983624
 CD0926!SPC NM E     -   0.99981332  x   0.99991005  =   0.99972339
 CD0926!UTM  13      -   0.99981332  x   0.99963620  =   0.99944959
 CD0926
 CD0926|---------------------------------------------------------------------|
 CD0926| PID    Reference Object                     Distance      Geod. Az  |
 CD0926|                                                           dddmmss.s |
 CD0926| CH9498 GYPSUM RM 2                          14.726 METERS 08318     |
 CD0926| CD0923 EL PASO FORT WORTH AWY BCN 12       APPROX.19.4 KM 1384005.5 |
 CD0926| CH9496 GYPSUM AZ MK                                       1494701.0 |
 CD0926| CD0971 EL PASO FORT WORTH AWY BCN 11       APPROX.16.9 KM 2230737.2 |
 CD0926| CH9497 GYPSUM RM 1                          18.326 METERS 35534     |
 CD0926|---------------------------------------------------------------------|
 CD0926
 CD0926                          SUPERSEDED SURVEY CONTROL
 CD0926
 CD0926  NAD 83(1993)-  31 57 53.50739(N)    104 25 35.85795(W) AD(       ) 1
 CD0926  NAD 83(1986)-  31 57 53.50749(N)    104 25 35.85589(W) AD(       ) 1
 CD0926  NAD 27      -  31 57 53.07500(N)    104 25 34.06300(W) AD(       ) 1
 CD0926
 CD0926.Superseded values are not recommended for survey control.
 CD0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0926.See file dsdata.txt to determine how the superseded data were derived.
 CD0926
 CD0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER5417936685(NAD 83)
 CD0926_MARKER: DS = TRIANGULATION STATION DISK
 CD0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0926
 CD0926  HISTORY     - Date     Condition        Report By
 CD0926  HISTORY     - 1943     MONUMENTED       CGS
 CD0926
 CD0926                          STATION DESCRIPTION
 CD0926
 CD0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0926'STATION IS LOCATED ON THE W END OF A LONG MESA ABOUT 35
 CD0926'MILES SSW OF CARLSBAD, NEW MEXICO (AIRLINE), 22 MILES E OF
 CD0926'PINE SPRINGS SERVICE STATION AND POST OFFICE (AIRLINE), 3.5
 CD0926'MILES S OF THE TEXAS-NEW MEXICO STATE LINE, AND 1.5 MILES
 CD0926'NW OF COMPRESSOR PLANT 1 OF THE EL PASO NATURAL GAS COMPANY.
 CD0926'
 CD0926'STATION IS ON TOP OF A PROMINENT RISE NEAR THE NW SLOPE.  A
 CD0926'BRONZE STATION DISK SET IN THE TOP OF A 10-INCH SQUARE BLOCK
 CD0926'OF CONCRETE FLUSH WITH THE GROUND, STAMPED GYPSUM 1943, AND
 CD0926'SE OF A 4- BY 6-INCH WHITE WITNESS POST.
 CD0926'
 CD0926'REFERENCE MARK 1 IS A BRONZE STATION DISK SET IN THE TOP OF
 CD0926'A ROUND MASS OF CONCRETE PROJECTING 2 INCHES.  STAMPED GYPSUM
 CD0926'NO 1 1943.
 CD0926'
 CD0926'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CD0926'OF A ROUND MASS OF CONCRETE PROJECTING 2 INCHES.  STAMPED
 CD0926'GYPSUM NO 2 1943.
 CD0926'
 CD0926'AZIMUTH MARK IS SSE OF THE STATION, AND ON A SADDLE OF AN
 CD0926'E-W RIDGE, ABOUT 20 FEET W OF A LONE CEDAR TREE (THE TALLEST
 CD0926'ON THE RIDGE) AND 6 FEET W OF A WHITE WITNESS POST.  A BRONZE
 CD0926'AZIMUTH DISK SET IN A BOULDER.  IT IS FLUSH WITH THE GROUND.
 CD0926'STAMPED GYPSUM 1943.
 CD0926'
 CD0926'TO REACH FROM MALAGA GO S ON U.S. HIGHWAY 285 FOR 11.9 MILES
 CD0926'TO A PIPELINE ROAD AND A TELEPHONE LINE RUNNING E-W.  TURN
 CD0926'RIGHT OR W ON THE PIPELINE ROAD AT A WIRE NET GUARDRAIL AND
 CD0926'GO 21.8 MILES TO A POINT WHERE THE ROAD DETOURS FROM THE
 CD0926'PIPELINE AND PASSES UNDER THE TELEPHONE LINE.  PASS UNDER THE
 CD0926'LINE AND GO 0.1 MILE TO AN OLD DIM ROAD STRAIGHT AHEAD.  LEAVE
 CD0926'GRADED ROAD AND GO STRAIGHT AHEAD ON DIM TRACK ROAD W AND
 CD0926'NW FOR 3.2 MILES TO A POINT ABOUT 0.2 MILE AFTER PASSING OVER
 CD0926'A RISE.  TURN LEFT OR W ACROSS COUNTRY FOLLOWING THE CREST
 CD0926'OF THE MESA FOR 1.7 MILES TO THE MOST PROMINENT RISE IN THE
 CD0926'VICINITY AND THE STATION.
 CD0926'
 CD0926'STATION CAN ALSO BE REACHED FROM THE STATE LINE BAR AS FOLLOWS--GO
 CD0926'S ON GRADED ROAD FOR 5.0 MILES TO A FORK AT A SIGN, COMPRESSOR
 CD0926'PLANT 1 EL PASO GAS COMPANY.  TURN LEFT AS PER SIGN AND FOLLOW
 CD0926'GRADED E FOR 0.4 MILE TO A CATTLE GUARD.  PASS THROUGH CATTLE
 CD0926'GUARD AND CONTINUE STRAIGHT AHEAD FOR 3.0 MILES TO ANOTHER
 CD0926'CATTLE GUARD.  PASS THROUGH THIS CATTLE GUARD AND CONTINUE
 CD0926'ON GRADED ROAD FOR 0.7 MILE TO A PIPELINE ROAD AND A TELEPHONE
 CD0926'LINE.  TURN LEFT OR N ON PIPELINE ROAD TOWARD COMPRESSOR
 CD0926'PLANT FOR 0.6 MILE TO A CATTLE GUARD.  PASS THROUGH CATTLE
 CD0926'GUARD AND CONTINUE ON PIPELINE ROAD FOR 0.5 MILE TO A POINT
 CD0926'WHERE A POWER-TRANSMISSION LINE CROSSES ROAD.  PASS UNDER
 CD0926'LINE AND CONTINUE ON PIPELINE ROAD FOR 0.4 MILE TO A
 CD0926'CATTLE GUARD JUST S OF THE COMPRESSOR PLANT.  PASS THROUGH
 CD0926'CATTLE GUARD AND CONTINUE ON PIPELINE ROAD FOR 0.2 MILE
 CD0926'TO A CATTLE GUARD JUST N OF THE COMPRESSOR PLANT.  PASS
 CD0926'THROUGH THIS CATTLE GUARD AND CONTINUE ON THE PIPELINE
 CD0926'ROAD FOR 0.65 MILE TO A POINT WHERE ROAD MAKES A LARGE
 CD0926'CIRCULAR DETOUR FROM PIPELINE.  TURN LEFT ON DETOUR,
 CD0926'PASSING UNDER TELEPHONE LINE, FOR 0.45 MILE TO A DIM ROAD
 CD0926'ABOUT 75 YARDS BEFORE REACHING THE TELEPHONE LINE.
 CD0926'MAKE SHARP LEFT TURN AND FOLLOW DIM ROAD.  CONTINUE AS PER
 CD0926'DESCRIPTION FROM MALAGA.
 CD0926'
 CD0926'HEIGHT OF LIGHT ABOVE STATION MARK-3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0356 ***********************************************************************
 AB0356  DESIGNATION -  H 1
 AB0356  PID         -  AB0356
 AB0356  STATE/COUNTY-  TX/CAMERON
 AB0356  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0356
 AB0356                         *CURRENT SURVEY CONTROL
 AB0356  ___________________________________________________________________
 AB0356* NAD 83(1986)-  26 07 43.     (N)    097 27 55.     (W)     SCALED    
 AB0356* NAVD 88     -         4.634  (meters)      15.20   (feet)  ADJUSTED  
 AB0356  ___________________________________________________________________
 AB0356  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AB0356  DYNAMIC HT  -           4.627 (meters)      15.18  (feet)  COMP
 AB0356  MODELED GRAV-     979,048.5   (mgal)                       NAVD 88
 AB0356
 AB0356  VERT ORDER  -  SECOND    CLASS 0
 AB0356
 AB0356.The horizontal coordinates were scaled from a topographic map and have
 AB0356.an estimated accuracy of +/- 6 seconds.
 AB0356
 AB0356.The orthometric height was determined by differential leveling
 AB0356.and adjusted by the National Geodetic Survey in June 1991..
 AB0356
 AB0356.The geoid height was determined by GEOID03.
 AB0356
 AB0356.The dynamic height is computed by dividing the NAVD 88
 AB0356.geopotential number by the normal gravity value computed on the
 AB0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0356.degrees latitude (g = 980.6199 gals.).
 AB0356
 AB0356.The modeled gravity was interpolated from observed gravity values.
 AB0356
 AB0356;                    North         East    Units  Estimated Accuracy
 AB0356;SPC TX S     - 5,051,610.      403,480.      MT  (+/- 180 meters Scaled)
 AB0356
 AB0356                          SUPERSEDED SURVEY CONTROL
 AB0356
 AB0356  NGVD 29 (??/??/92)    4.744  (m)           15.56   (f) ADJ UNCH    2 0
 AB0356
 AB0356.Superseded values are not recommended for survey control.
 AB0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0356.See file dsdata.txt to determine how the superseded data were derived.
 AB0356
 AB0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP534908(NAD 83)
 AB0356_MARKER: DD = SURVEY DISK
 AB0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0356_STAMPING: H 1 1929
 AB0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0356+STABILITY: SURFACE MOTION
 AB0356
 AB0356  HISTORY     - Date     Condition        Report By
 AB0356  HISTORY     - 1929     MONUMENTED       USGS
 AB0356  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0356  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0356
 AB0356                          STATION DESCRIPTION
 AB0356
 AB0356'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 AB0356'1.8 MI NE FROM SAN BENITO.
 AB0356'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0356'SAN BENITO, CAMERON COUNTY, 9.3 MILES SOUTHEAST ALONG A PAVED ROAD
 AB0356'LEADING TO BAYVIEW.  AT A SMALL CONCRETE BRIDGE, 45 FEET SOUTH OF AND
 AB0356'LEVEL WITH THE CENTERLINE OF THE ROAD, 40 FEET EAST OF THE CENTER OF
 AB0356'THE BRIDGE, 40 FEET NORTH OF A RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF
 AB0356'A WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY
 AB0356'STANDARD DISK, STAMPED H 1 1929 AND SET IN THE TOP OF A CONCRETE POST.
 AB0356
 AB0356                          STATION RECOVERY (1987)
 AB0356
 AB0356'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0356'MARK NOT FOUND.
 AB0356
 AB0356                          STATION RECOVERY (1988)
 AB0356
 AB0356'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1251 ***********************************************************************
 BY1251  DESIGNATION -  H 1 USGS
 BY1251  PID         -  BY1251
 BY1251  STATE/COUNTY-  TX/CHEROKEE
 BY1251  USGS QUAD   -  TODD CITY (1982)
 BY1251
 BY1251                         *CURRENT SURVEY CONTROL
 BY1251  ___________________________________________________________________
 BY1251* NAD 83(1986)-  31 54 11.     (N)    095 23 45.     (W)     SCALED    
 BY1251* NAVD 88     -       128.007  (meters)     419.97   (feet)  ADJUSTED  
 BY1251  ___________________________________________________________________
 BY1251  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1251  DYNAMIC HT  -         127.853 (meters)     419.46  (feet)  COMP
 BY1251  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 BY1251
 BY1251  VERT ORDER  -  FIRST     CLASS II
 BY1251
 BY1251.The horizontal coordinates were scaled from a topographic map and have
 BY1251.an estimated accuracy of +/- 6 seconds.
 BY1251
 BY1251.The orthometric height was determined by differential leveling
 BY1251.and adjusted by the National Geodetic Survey in June 1991..
 BY1251
 BY1251.The geoid height was determined by GEOID03.
 BY1251
 BY1251.The dynamic height is computed by dividing the NAVD 88
 BY1251.geopotential number by the normal gravity value computed on the
 BY1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1251.degrees latitude (g = 980.6199 gals.).
 BY1251
 BY1251.The modeled gravity was interpolated from observed gravity values.
 BY1251
 BY1251;                    North         East    Units  Estimated Accuracy
 BY1251;SPC TX C     - 3,258,290.    1,166,900.      MT  (+/- 180 meters Scaled)
 BY1251
 BY1251                          SUPERSEDED SURVEY CONTROL
 BY1251
 BY1251  NGVD 29 (??/??/92)  128.024  (m)          420.03   (f) ADJ UNCH    1 2
 BY1251
 BY1251.Superseded values are not recommended for survey control.
 BY1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1251.See file dsdata.txt to determine how the superseded data were derived.
 BY1251
 BY1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR734321(NAD 83)
 BY1251_MARKER: DD = SURVEY DISK
 BY1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1251_STAMPING: H 1 1947 420
 BY1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1251+STABILITY: SURFACE MOTION
 BY1251
 BY1251  HISTORY     - Date     Condition        Report By
 BY1251  HISTORY     - 1947     MONUMENTED       USGS
 BY1251  HISTORY     - 1952     GOOD             NGS
 BY1251  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1251  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1251
 BY1251                          STATION DESCRIPTION
 BY1251
 BY1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1251'6.5 MI NE FROM NECHES.
 BY1251'6.5 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY1251'NECHES, 30 FEET NORTHEAST OF THE CENTER LINE OF A GRADED DIRT ROAD
 BY1251'LEADING SOUTH, 67.6 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BY1251'4 FEET NORTH OF A FENCE CORNER, 1.8 FEET NORTHWEST OF A FENCE, 3 FEET
 BY1251'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1251'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY1251
 BY1251                          STATION RECOVERY (1977)
 BY1251
 BY1251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1251'MARK NOT FOUND.
 BY1251
 BY1251                          STATION RECOVERY (1980)
 BY1251
 BY1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0797 ***********************************************************************
 BZ0797  DESIGNATION -  H 1 USGS
 BZ0797  PID         -  BZ0797
 BZ0797  STATE/COUNTY-  TX/BELL
 BZ0797  USGS QUAD   -  TEMPLE (1993)
 BZ0797
 BZ0797                         *CURRENT SURVEY CONTROL
 BZ0797  ___________________________________________________________________
 BZ0797* NAD 83(1986)-  31 05 39.     (N)    097 20 34.     (W)     SCALED    
 BZ0797* NAVD 88     -       211.803  (meters)     694.89   (feet)  ADJUSTED  
 BZ0797  ___________________________________________________________________
 BZ0797  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ0797  DYNAMIC HT  -         211.524 (meters)     693.98  (feet)  COMP
 BZ0797  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 BZ0797
 BZ0797  VERT ORDER  -  FIRST     CLASS II
 BZ0797
 BZ0797.The horizontal coordinates were scaled from a topographic map and have
 BZ0797.an estimated accuracy of +/- 6 seconds.
 BZ0797
 BZ0797.The orthometric height was determined by differential leveling
 BZ0797.and adjusted by the National Geodetic Survey in June 1991..
 BZ0797
 BZ0797.The geoid height was determined by GEOID03.
 BZ0797
 BZ0797.The dynamic height is computed by dividing the NAVD 88
 BZ0797.geopotential number by the normal gravity value computed on the
 BZ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0797.degrees latitude (g = 980.6199 gals.).
 BZ0797
 BZ0797.The modeled gravity was interpolated from observed gravity values.
 BZ0797
 BZ0797;                    North         East    Units  Estimated Accuracy
 BZ0797;SPC TX C     - 3,162,080.      985,260.      MT  (+/- 180 meters Scaled)
 BZ0797
 BZ0797                          SUPERSEDED SURVEY CONTROL
 BZ0797
 BZ0797  NGVD 29 (??/??/92)  211.733  (m)          694.66   (f) ADJ UNCH    1 2
 BZ0797
 BZ0797.Superseded values are not recommended for survey control.
 BZ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0797.See file dsdata.txt to determine how the superseded data were derived.
 BZ0797
 BZ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV580412(NAD 83)
 BZ0797_MARKER: DB = BENCH MARK DISK
 BZ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0797_STAMPING: TEXAS 1923 H-1 ELEV. 694.740
 BZ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0797+STABILITY: SURFACE MOTION
 BZ0797
 BZ0797  HISTORY     - Date     Condition        Report By
 BZ0797  HISTORY     - 1923     MONUMENTED       USGS
 BZ0797  HISTORY     - 1933     GOOD             NGS
 BZ0797  HISTORY     - 1938     GOOD             NGS
 BZ0797  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0797  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0797  HISTORY     - 19950716 MARK NOT FOUND   USPSQD
 BZ0797
 BZ0797                          STATION DESCRIPTION
 BZ0797
 BZ0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0797'IN TEMPLE.
 BZ0797'IN NORTHEAST CORNER OF CROSSING OF GULF, COLORADO AND SANTE FE
 BZ0797'RAILROAD AND FIRST STREET, IN SOUTHWEST CORNER OF COURT YARD IN FRONT
 BZ0797'OF Y.M.C.A. BUILDING.  NOTE-- 16 YDS. E. OF CENTER HIGHWAY U.S. 190.,
 BZ0797'8 YDS. N. OF MOST NORTHERLY TRACK OF SANTA FE R.R., 3 FT. N.E. OF
 BZ0797'POWER POLE.
 BZ0797
 BZ0797                          STATION RECOVERY (1938)
 BZ0797
 BZ0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 BZ0797'RECOVERED IN GOOD CONDITION.
 BZ0797
 BZ0797                          STATION RECOVERY (1980)
 BZ0797
 BZ0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0797'MARK NOT FOUND.
 BZ0797
 BZ0797                          STATION RECOVERY (1983)
 BZ0797
 BZ0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0797'MARK NOT FOUND.
 BZ0797
 BZ0797                          STATION RECOVERY (1995)
 BZ0797
 BZ0797'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0507 ***********************************************************************
 CT0507  DESIGNATION -  H 1 USGS
 CT0507  PID         -  CT0507
 CT0507  STATE/COUNTY-  TX/TAYLOR
 CT0507  USGS QUAD   -  ABILENE EAST (1987)
 CT0507
 CT0507                         *CURRENT SURVEY CONTROL
 CT0507  ___________________________________________________________________
 CT0507* NAD 83(1986)-  32 26 24.     (N)    099 40 21.     (W)     SCALED    
 CT0507* NAVD 88     -       524.042  (meters)    1719.29   (feet)  POSTED    
 CT0507  ___________________________________________________________________
 CT0507  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CT0507  DYNAMIC HT  -         523.360 (meters)    1717.06  (feet)  COMP
 CT0507  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 CT0507
 CT0507  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0507
 CT0507.The horizontal coordinates were scaled from a topographic map and have
 CT0507.an estimated accuracy of +/- 6 seconds.
 CT0507
 CT0507.The orthometric height was determined by differential leveling
 CT0507.and adjusted by the National Geodetic Survey in 1992..
 CT0507.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0507.rate of 0.0 thru 1.0 mm/km.
 CT0507
 CT0507.The geoid height was determined by GEOID03.
 CT0507
 CT0507.The dynamic height is computed by dividing the NAVD 88
 CT0507.geopotential number by the normal gravity value computed on the
 CT0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0507.degrees latitude (g = 980.6199 gals.).
 CT0507
 CT0507.The modeled gravity was interpolated from observed gravity values.
 CT0507
 CT0507;                    North         East    Units  Estimated Accuracy
 CT0507;SPC TXNC     - 2,086,370.      489,750.      MT  (+/- 180 meters Scaled)
 CT0507
 CT0507                          SUPERSEDED SURVEY CONTROL
 CT0507
 CT0507  NGVD 29 (??/??/92)  523.887  (m)         1718.79   (f) ADJ UNCH    1 2
 CT0507
 CT0507.Superseded values are not recommended for survey control.
 CT0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0507.See file dsdata.txt to determine how the superseded data were derived.
 CT0507
 CT0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA367894(NAD 83)
 CT0507_MARKER: DB = BENCH MARK DISK
 CT0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0507_STAMPING: H-1-1922 1719 TEXAS
 CT0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0507+STABILITY: SURFACE MOTION
 CT0507
 CT0507  HISTORY     - Date     Condition        Report By
 CT0507  HISTORY     - 1922     MONUMENTED       USGS
 CT0507  HISTORY     - 1956     GOOD             NGS
 CT0507  HISTORY     - 1961     GOOD             NGS
 CT0507  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0507  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0507
 CT0507                          STATION DESCRIPTION
 CT0507
 CT0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0507'3.7 MI E FROM ABILENE.
 CT0507'3.7 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0507'AT ABILENE, 2 1/2 POLES EAST OF MILEPOST 403, 48 FEET SOUTH OF THE
 CT0507'SOUTH RAIL, 1.5 FEET NORTH OF A FENCE, 1.4 FEET WEST OF A WITNESS
 CT0507'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 CT0507'GROUND.
 CT0507
 CT0507                          STATION RECOVERY (1961)
 CT0507
 CT0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0507'RECOVERED IN GOOD CONDITION.
 CT0507
 CT0507                          STATION RECOVERY (1983)
 CT0507
 CT0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0507'MARK NOT FOUND.
 CT0507
 CT0507                          STATION RECOVERY (2001)
 CT0507
 CT0507'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0266 ***********************************************************************
 AB0266  DESIGNATION -  H 10
 AB0266  PID         -  AB0266
 AB0266  STATE/COUNTY-  TX/CAMERON
 AB0266  USGS QUAD   -  LOS FRESNOS (1983)
 AB0266
 AB0266                         *CURRENT SURVEY CONTROL
 AB0266  ___________________________________________________________________
 AB0266* NAD 83(1986)-  26 01 11.     (N)    097 28 50.     (W)     SCALED    
 AB0266* NAVD 88     -         6.017  (meters)      19.74   (feet)  POSTED    
 AB0266  ___________________________________________________________________
 AB0266  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 AB0266  DYNAMIC HT  -           6.010 (meters)      19.72  (feet)  COMP
 AB0266  MODELED GRAV-     979,038.9   (mgal)                       NAVD 88
 AB0266
 AB0266  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0266
 AB0266.The horizontal coordinates were scaled from a topographic map and have
 AB0266.an estimated accuracy of +/- 6 seconds.
 AB0266
 AB0266.The orthometric height was determined by differential leveling
 AB0266.and adjusted by the National Geodetic Survey in 1992..
 AB0266.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0266.rate of 3.1 thru 4.0 mm/km.
 AB0266
 AB0266.The geoid height was determined by GEOID03.
 AB0266
 AB0266.The dynamic height is computed by dividing the NAVD 88
 AB0266.geopotential number by the normal gravity value computed on the
 AB0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0266.degrees latitude (g = 980.6199 gals.).
 AB0266
 AB0266.The modeled gravity was interpolated from observed gravity values.
 AB0266
 AB0266;                    North         East    Units  Estimated Accuracy
 AB0266;SPC TX S     - 5,039,530.      402,050.      MT  (+/- 180 meters Scaled)
 AB0266
 AB0266                          SUPERSEDED SURVEY CONTROL
 AB0266
 AB0266  NGVD 29 (??/??/92)    6.11   (m)           20.0    (f) COMPUTED    2 0
 AB0266
 AB0266.Superseded values are not recommended for survey control.
 AB0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0266.See file dsdata.txt to determine how the superseded data were derived.
 AB0266
 AB0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP520787(NAD 83)
 AB0266_MARKER: DD = SURVEY DISK
 AB0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0266_STAMPING: H 10 1929
 AB0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0266+STABILITY: SURFACE MOTION
 AB0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0266+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 AB0266
 AB0266  HISTORY     - Date     Condition        Report By
 AB0266  HISTORY     - 1929     MONUMENTED       USGS
 AB0266  HISTORY     - 1942     GOOD             NGS
 AB0266  HISTORY     - 20060601 GOOD             INDIV
 AB0266
 AB0266                          STATION DESCRIPTION
 AB0266
 AB0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0266'3.5 MI S FROM LOS FRESNOS.
 AB0266'TO REACH FROM THE ROAD INTERSECTION AT LOS FRESNOS, PROCEED SOUTHERLY
 AB0266'ON PAVED ROAD AND GO 3.5 MILES TO AN HISTORICAL MARKER AND SITE OF
 AB0266'BENCH MARK.  BENCH MARK IS ABOUT 500 FEET SOUTH OF THE MARKER.  40
 AB0266'FEET NORTH OF THE CENTERLINE OF A GATE IN THE EAST RIGHT OF WAY FENCE.
 AB0266'36 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AB0266'ROAD.  AND 2.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST.
 AB0266
 AB0266                          STATION RECOVERY (2006)
 AB0266
 AB0266'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SR)
 AB0266'RECOVERED BY AGH ENGINEERING AND SURVEYING
 AB0266'BROWNSVILLE TX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2336 ***********************************************************************
 CS2336  DESIGNATION -  H 10
 CS2336  PID         -  CS2336
 CS2336  STATE/COUNTY-  TX/TARRANT
 CS2336  USGS QUAD   -  ALEDO (1981)
 CS2336
 CS2336                         *CURRENT SURVEY CONTROL
 CS2336  ___________________________________________________________________
 CS2336* NAD 83(1986)-  32 40 43.     (N)    097 30 17.     (W)     SCALED    
 CS2336* NAVD 88     -       240.049  (meters)     787.56   (feet)  POSTED    
 CS2336  ___________________________________________________________________
 CS2336  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CS2336  DYNAMIC HT  -         239.760 (meters)     786.61  (feet)  COMP
 CS2336  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 CS2336
 CS2336  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CS2336
 CS2336.The horizontal coordinates were scaled from a topographic map and have
 CS2336.an estimated accuracy of +/- 6 seconds.
 CS2336
 CS2336.The orthometric height was determined by differential leveling
 CS2336.and adjusted by the National Geodetic Survey in 1992..
 CS2336.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CS2336.rate of 0.0 thru 1.0 mm/km.
 CS2336
 CS2336.The geoid height was determined by GEOID03.
 CS2336
 CS2336.The dynamic height is computed by dividing the NAVD 88
 CS2336.geopotential number by the normal gravity value computed on the
 CS2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2336.degrees latitude (g = 980.6199 gals.).
 CS2336
 CS2336.The modeled gravity was interpolated from observed gravity values.
 CS2336
 CS2336;                    North         East    Units  Estimated Accuracy
 CS2336;SPC TXNC     - 2,112,660.      693,340.      MT  (+/- 180 meters Scaled)
 CS2336
 CS2336                          SUPERSEDED SURVEY CONTROL
 CS2336
 CS2336.No superseded survey control is available for this station.
 CS2336
 CS2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB401166(NAD 83)
 CS2336_MARKER: DB = BENCH MARK DISK
 CS2336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2336_SP_SET: ABUTMENT
 CS2336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2336
 CS2336  HISTORY     - Date     Condition        Report By
 CS2336  HISTORY     - UNK      MONUMENTED       CGS
 CS2336  HISTORY     - 1935     MARK NOT FOUND   NGS
 CS2336
 CS2336                          STATION DESCRIPTION
 CS2336
 CS2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CS2336'2.8 MI W FROM BENBROOK.
 CS2336'ABOUT 2.8 MI W OF BENBROOK, TARRANT CO., ON THE TEXAS AND PACIFIC
 CS2336'RAILWAY PLATE-GIRDER BRIDGE NO. 258 B OVER WALNUT CREEK ON THE TOP OF
 CS2336'THE NORTH END OF THE EAST MASONARY ABUTMENT.  A BRASS DISK THE
 CS2336'ABUTMENTS ON THIS BRIDGE APPEAR TO BE JUST PILES OF ROCKS STACKED UP.
 CS2336'THIS BRIDGE IS SUPPORTED BY A TRESTLE UNDERNEATH THE BRIDGE.  THIS
 CS2336'BRIDGE IS NOW NO. 257.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2337 ***********************************************************************
 CS2337  DESIGNATION -  H 10 RESET 1937
 CS2337  PID         -  CS2337
 CS2337  STATE/COUNTY-  TX/TARRANT
 CS2337  USGS QUAD   -  ALEDO (1981)
 CS2337
 CS2337                         *CURRENT SURVEY CONTROL
 CS2337  ___________________________________________________________________
 CS2337* NAD 83(1986)-  32 40 44.     (N)    097 30 17.     (W)     SCALED    
 CS2337* NAVD 88     -       239.811  (meters)     786.78   (feet)  ADJUSTED  
 CS2337  ___________________________________________________________________
 CS2337  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CS2337  DYNAMIC HT  -         239.528 (meters)     785.85  (feet)  COMP
 CS2337  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 CS2337
 CS2337  VERT ORDER  -  FIRST     CLASS II
 CS2337
 CS2337.The horizontal coordinates were scaled from a topographic map and have
 CS2337.an estimated accuracy of +/- 6 seconds.
 CS2337
 CS2337.The orthometric height was determined by differential leveling
 CS2337.and adjusted by the National Geodetic Survey in June 1991..
 CS2337
 CS2337.The geoid height was determined by GEOID03.
 CS2337
 CS2337.The dynamic height is computed by dividing the NAVD 88
 CS2337.geopotential number by the normal gravity value computed on the
 CS2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2337.degrees latitude (g = 980.6199 gals.).
 CS2337
 CS2337.The modeled gravity was interpolated from observed gravity values.
 CS2337
 CS2337;                    North         East    Units  Estimated Accuracy
 CS2337;SPC TXNC     - 2,112,690.      693,340.      MT  (+/- 180 meters Scaled)
 CS2337
 CS2337                          SUPERSEDED SURVEY CONTROL
 CS2337
 CS2337.No superseded survey control is available for this station.
 CS2337
 CS2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB401166(NAD 83)
 CS2337_MARKER: DB = BENCH MARK DISK
 CS2337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2337_SP_SET: ABUTMENT
 CS2337_STAMPING: H 10 RESET 1937
 CS2337_MARK LOGO: CGS   
 CS2337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2337
 CS2337  HISTORY     - Date     Condition        Report By
 CS2337  HISTORY     - 1937     MONUMENTED       CGS
 CS2337  HISTORY     - 1962     GOOD             NGS
 CS2337  HISTORY     - 1983     GOOD             NGS
 CS2337  HISTORY     - 19960427 GOOD             USPSQD
 CS2337  HISTORY     - 20051119 GOOD             USPSQD
 CS2337
 CS2337                          STATION DESCRIPTION
 CS2337
 CS2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS2337'6.6 MI E FROM ALEDO.
 CS2337'6.6 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS2337'AT ALEDO, ABOUT TWENTY POLES EAST OF MILE POST 258, 12.0 FEET NORTH OF
 CS2337'AND ABOUT 5.0 FEET LOWER THAN THE CENTER LINE OF THE TRACK, ON TOP OF
 CS2337'THE NORTH END OF THE WEST CONCRETE ABUTMENT OF BRIDGE NO. 257.5. A
 CS2337'BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.  NOTE-- THE
 CS2337'BENCH MARK MAY BE REACHED FROM THE JUNCTION OF U. S. HIGHWAY 377 AND
 CS2337'THE ALEDO ROAD IN BENBROOK, BY GOING 3.0 MILES ALONG THE BLACK TOP
 CS2337'ROAD LEADING NORTH THROUGH THE BENBROOK LUMBER COMPANY AREA THENCE
 CS2337'WEST ALONG THE TEXAS AND PACIFIC RAILROAD.
 CS2337
 CS2337                          STATION RECOVERY (1983)
 CS2337
 CS2337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2337'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 18.9 KM (11.75
 CS2337'MI) WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 CS2337'WITH SOUTH MAIN STREET IN FORT WORTH, IN TOP OF AND 1.5 METERS (4.9
 CS2337'FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF THE
 CS2337'MISSOURI PACIFIC RAILROAD BRIDGE NUMBER 2575 SPANNING WAKNY CREEK AND
 CS2337'2.8 METERS (9.2 FT) NORTH OF THE NEAR RAIL.
 CS2337'THE MARK IS 1.6 M BELOW THE TRACKS.
 CS2337
 CS2337                          STATION RECOVERY (1996)
 CS2337
 CS2337'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2337'RECOVERED IN GOOD CONDITION.
 CS2337
 CS2337                          STATION RECOVERY (2005)
 CS2337
 CS2337'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 CS2337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0417 ***********************************************************************
 BY0417  DESIGNATION -  H 100
 BY0417  PID         -  BY0417
 BY0417  STATE/COUNTY-  TX/SABINE
 BY0417  USGS QUAD   -  BUCK BAY (1984)
 BY0417
 BY0417                         *CURRENT SURVEY CONTROL
 BY0417  ___________________________________________________________________
 BY0417* NAD 83(1986)-  31 08 32.     (N)    094 02 10.     (W)     SCALED    
 BY0417* NAVD 88     -        45.08   (+/-2cm)     147.9    (feet)  VERTCON   
 BY0417  ___________________________________________________________________
 BY0417  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BY0417
 BY0417  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0417
 BY0417.The horizontal coordinates were scaled from a topographic map and have
 BY0417.an estimated accuracy of +/- 6 seconds.
 BY0417
 BY0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0417.The vertical order pertains to the NGVD 29 superseded value.
 BY0417
 BY0417.The geoid height was determined by GEOID03.
 BY0417
 BY0417;                    North         East    Units  Estimated Accuracy
 BY0417;SPC TX C     - 3,180,560.    1,300,130.      MT  (+/- 180 meters Scaled)
 BY0417
 BY0417                          SUPERSEDED SURVEY CONTROL
 BY0417
 BY0417  NGVD 29 (??/??/92)   45.085  (m)          147.92   (f) ADJ UNCH    2 0
 BY0417
 BY0417.Superseded values are not recommended for survey control.
 BY0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0417.See file dsdata.txt to determine how the superseded data were derived.
 BY0417
 BY0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ012458(NAD 83)
 BY0417_MARKER: DB = BENCH MARK DISK
 BY0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0417_STAMPING: H 100 1952
 BY0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0417+STABILITY: SURFACE MOTION
 BY0417
 BY0417  HISTORY     - Date     Condition        Report By
 BY0417  HISTORY     - 1952     MONUMENTED       CGS
 BY0417
 BY0417                          STATION DESCRIPTION
 BY0417
 BY0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0417'2.9 MI SW FROM BROOKELAND.
 BY0417'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0417'BROOKELAND, THENCE 1.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 0.1
 BY0417'MILE NORTHEAST OF BEAR CREEK, 125 FEET SOUTHWEST OF A POWER POLE, 49
 BY0417'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 16.6 FEET NORTHEAST OF
 BY0417'A 7 INCH PINE TREE, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 BY0417'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1037 ***********************************************************************
 AY1037  DESIGNATION -  H 1000
 AY1037  PID         -  AY1037
 AY1037  STATE/COUNTY-  TX/BEXAR
 AY1037  USGS QUAD   -  HELOTES (1992)
 AY1037
 AY1037                         *CURRENT SURVEY CONTROL
 AY1037  ___________________________________________________________________
 AY1037* NAD 83(1986)-  29 36 26.     (N)    098 42 44.     (W)     SCALED    
 AY1037* NAVD 88     -       346.181  (meters)    1135.76   (feet)  POSTED    
 AY1037  ___________________________________________________________________
 AY1037  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AY1037  DYNAMIC HT  -         345.670 (meters)    1134.09  (feet)  COMP
 AY1037  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 AY1037
 AY1037  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY1037
 AY1037.The horizontal coordinates were scaled from a topographic map and have
 AY1037.an estimated accuracy of +/- 6 seconds.
 AY1037
 AY1037.The orthometric height was determined by differential leveling
 AY1037.and adjusted by the National Geodetic Survey in 1992..
 AY1037.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY1037.rate of 2.1 thru 3.0 mm/km.
 AY1037
 AY1037.The geoid height was determined by GEOID03.
 AY1037
 AY1037.The dynamic height is computed by dividing the NAVD 88
 AY1037.geopotential number by the normal gravity value computed on the
 AY1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1037.degrees latitude (g = 980.6199 gals.).
 AY1037
 AY1037.The modeled gravity was interpolated from observed gravity values.
 AY1037
 AY1037;                    North         East    Units  Estimated Accuracy
 AY1037;SPC TXSC     - 4,196,630.      627,870.      MT  (+/- 180 meters Scaled)
 AY1037
 AY1037                          SUPERSEDED SURVEY CONTROL
 AY1037
 AY1037  NGVD 29 (??/??/92)  346.073  (m)         1135.41   (f) ADJ UNCH    2 0
 AY1037
 AY1037.Superseded values are not recommended for survey control.
 AY1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1037.See file dsdata.txt to determine how the superseded data were derived.
 AY1037
 AY1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT278752(NAD 83)
 AY1037_MARKER: DB = BENCH MARK DISK
 AY1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1037_STAMPING: H 1000 1953
 AY1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1037+STABILITY: SURFACE MOTION
 AY1037
 AY1037  HISTORY     - Date     Condition        Report By
 AY1037  HISTORY     - 1953     MONUMENTED       CGS
 AY1037  HISTORY     - 1990     GOOD             USPSQD
 AY1037  HISTORY     - 20020308 GOOD             USPSQD
 AY1037
 AY1037                          STATION DESCRIPTION
 AY1037
 AY1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1037'2.6 MI NW FROM HELOTES.
 AY1037'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1037'HELOTES, 48 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 AY1037'SOUTH OF A POWER POLE, 2 FEET NORTHEAST OF A FENCE, 2.6 FEET SOUTHEAST
 AY1037'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY1037'0.4 FOOT ABOVE THE GROUND.
 AY1037
 AY1037                          STATION RECOVERY (1990)
 AY1037
 AY1037'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1037'RECOVERED IN GOOD CONDITION.
 AY1037
 AY1037                          STATION RECOVERY (2002)
 AY1037
 AY1037'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0102 ***********************************************************************
 AY0102  DESIGNATION -  H 1001
 AY0102  PID         -  AY0102
 AY0102  STATE/COUNTY-  TX/BEXAR
 AY0102  USGS QUAD   -  LONGHORN (1992)
 AY0102
 AY0102                         *CURRENT SURVEY CONTROL
 AY0102  ___________________________________________________________________
 AY0102* NAD 83(1986)-  29 35 38.     (N)    098 28 22.     (W)     SCALED    
 AY0102* NAVD 88     -       265.880  (meters)     872.31   (feet)  POSTED    
 AY0102  ___________________________________________________________________
 AY0102  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY0102  DYNAMIC HT  -         265.490 (meters)     871.03  (feet)  COMP
 AY0102  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AY0102
 AY0102  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0102
 AY0102.The horizontal coordinates were scaled from a topographic map and have
 AY0102.an estimated accuracy of +/- 6 seconds.
 AY0102
 AY0102.The orthometric height was determined by differential leveling
 AY0102.and adjusted by the National Geodetic Survey in 1992..
 AY0102.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0102.rate of 1.1 thru 2.0 mm/km.
 AY0102
 AY0102.The geoid height was determined by GEOID03.
 AY0102
 AY0102.The dynamic height is computed by dividing the NAVD 88
 AY0102.geopotential number by the normal gravity value computed on the
 AY0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0102.degrees latitude (g = 980.6199 gals.).
 AY0102
 AY0102.The modeled gravity was interpolated from observed gravity values.
 AY0102
 AY0102;                    North         East    Units  Estimated Accuracy
 AY0102;SPC TXSC     - 4,195,230.      651,070.      MT  (+/- 180 meters Scaled)
 AY0102
 AY0102                          SUPERSEDED SURVEY CONTROL
 AY0102
 AY0102  NGVD 29 (??/??/92)  265.753  (m)          871.89   (f) ADJ UNCH    1 2
 AY0102
 AY0102.Superseded values are not recommended for survey control.
 AY0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0102.See file dsdata.txt to determine how the superseded data were derived.
 AY0102
 AY0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT510739(NAD 83)
 AY0102_MARKER: DB = BENCH MARK DISK
 AY0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0102_SP_SET: CULVERT
 AY0102_STAMPING: H 1001 1953
 AY0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0102
 AY0102  HISTORY     - Date     Condition        Report By
 AY0102  HISTORY     - 1953     MONUMENTED       CGS
 AY0102  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0102  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0102  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0102  HISTORY     - 20030523 MARK NOT FOUND   USPSQD
 AY0102
 AY0102                          STATION DESCRIPTION
 AY0102
 AY0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0102'2.1 MI N FROM SAN ANTONIO.
 AY0102'2.1 MILES NORTH ALONG U.S. HIGHWAY 281 FROM ITS JUNCTION WITH BITTERS
 AY0102'ROAD AT SAN ANTONIO, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 AY0102'SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A LARGE
 AY0102'CONCRETE CULVERT.
 AY0102
 AY0102                          STATION RECOVERY (1967)
 AY0102
 AY0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0102'MARK NOT FOUND.
 AY0102
 AY0102                          STATION RECOVERY (1990)
 AY0102
 AY0102'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0102'MARK NOT FOUND.
 AY0102
 AY0102                          STATION RECOVERY (1999)
 AY0102
 AY0102'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0102'MARK NOT FOUND.
 AY0102
 AY0102                          STATION RECOVERY (2003)
 AY0102
 AY0102'RECOVERY NOTE BY US POWER SQUADRON 2003 (LBW)
 AY0102'HIGHWAY 281 AT THIS LOCATION IS NOW 6 LANES WIDE WITH 2 LANE FEEDER
 AY0102'ROADS ON BOTH SIDES. THE CULVERT IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0124 ***********************************************************************
 AY0124  DESIGNATION -  H 1002
 AY0124  PID         -  AY0124
 AY0124  STATE/COUNTY-  TX/BEXAR
 AY0124  USGS QUAD   -  SCHERTZ (1992)
 AY0124
 AY0124                         *CURRENT SURVEY CONTROL
 AY0124  ___________________________________________________________________
 AY0124* NAD 83(1986)-  29 32 55.     (N)    098 20 37.     (W)     SCALED    
 AY0124* NAVD 88     -       272.925  (meters)     895.42   (feet)  POSTED    
 AY0124  ___________________________________________________________________
 AY0124  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0124  DYNAMIC HT  -         272.530 (meters)     894.13  (feet)  COMP
 AY0124  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AY0124
 AY0124  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0124
 AY0124.The horizontal coordinates were scaled from a topographic map and have
 AY0124.an estimated accuracy of +/- 6 seconds.
 AY0124
 AY0124.The orthometric height was determined by differential leveling
 AY0124.and adjusted by the National Geodetic Survey in 1992..
 AY0124.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0124.rate of 0.0 thru 1.0 mm/km.
 AY0124
 AY0124.The geoid height was determined by GEOID03.
 AY0124
 AY0124.The dynamic height is computed by dividing the NAVD 88
 AY0124.geopotential number by the normal gravity value computed on the
 AY0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0124.degrees latitude (g = 980.6199 gals.).
 AY0124
 AY0124.The modeled gravity was interpolated from observed gravity values.
 AY0124
 AY0124;                    North         East    Units  Estimated Accuracy
 AY0124;SPC TXSC     - 4,190,280.      663,610.      MT  (+/- 180 meters Scaled)
 AY0124
 AY0124                          SUPERSEDED SURVEY CONTROL
 AY0124
 AY0124  NGVD 29 (??/??/92)  272.808  (m)          895.04   (f) ADJ UNCH    1 2
 AY0124
 AY0124.Superseded values are not recommended for survey control.
 AY0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0124.See file dsdata.txt to determine how the superseded data were derived.
 AY0124
 AY0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT635689(NAD 83)
 AY0124_MARKER: DB = BENCH MARK DISK
 AY0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0124_STAMPING: H 1002 1953
 AY0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0124+STABILITY: SURFACE MOTION
 AY0124
 AY0124  HISTORY     - Date     Condition        Report By
 AY0124  HISTORY     - 1953     MONUMENTED       CGS
 AY0124  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0124  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0124  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY0124
 AY0124                          STATION DESCRIPTION
 AY0124
 AY0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0124'4.15 MI NE FROM SAN ANTONIO.
 AY0124'3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 81 FROM THE OVERPASS OF THE
 AY0124'MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS AT SAN ANTONIO, THENCE
 AY0124'0.55 MILE SOUTHEAST ALONG EPPERWEIN ROAD, 39 FEET NORTHEAST OF THE
 AY0124'CENTER LINE OF THE ROAD, 10 FEET NORTHEAST OF A POWER POLE, 5.4 FEET
 AY0124'SOUTHEAST OF THE WEST CORNER OF A FENCE AROUND A LARGE SET OF
 AY0124'TRANSFORMERS, 2 FEET SOUTHWEST OF A FENCE, 2.6 FEET SOUTHEAST OF A
 AY0124'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AY0124'FOOT ABOVE THE GROUND.
 AY0124
 AY0124                          STATION RECOVERY (1980)
 AY0124
 AY0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0124'SEARCHED FOR, NOT RECOVERED.
 AY0124
 AY0124                          STATION RECOVERY (1988)
 AY0124
 AY0124'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0124'MARK NOT FOUND.
 AY0124
 AY0124                          STATION RECOVERY (1999)
 AY0124
 AY0124'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0395 ***********************************************************************
 AY0395  DESIGNATION -  H 1003
 AY0395  PID         -  AY0395
 AY0395  STATE/COUNTY-  TX/BEXAR
 AY0395  USGS QUAD   -  MARTINEZ (1992)
 AY0395
 AY0395                         *CURRENT SURVEY CONTROL
 AY0395  ___________________________________________________________________
 AY0395* NAD 83(1986)-  29 25 02.     (N)    098 20 10.     (W)     SCALED    
 AY0395* NAVD 88     -       208.010  (meters)     682.45   (feet)  ADJUSTED  
 AY0395  ___________________________________________________________________
 AY0395  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AY0395  DYNAMIC HT  -         207.708 (meters)     681.46  (feet)  COMP
 AY0395  MODELED GRAV-     979,185.8   (mgal)                       NAVD 88
 AY0395
 AY0395  VERT ORDER  -  FIRST     CLASS II
 AY0395
 AY0395.The horizontal coordinates were scaled from a topographic map and have
 AY0395.an estimated accuracy of +/- 6 seconds.
 AY0395
 AY0395.The orthometric height was determined by differential leveling
 AY0395.and adjusted by the National Geodetic Survey in June 1991..
 AY0395
 AY0395.The geoid height was determined by GEOID03.
 AY0395
 AY0395.The dynamic height is computed by dividing the NAVD 88
 AY0395.geopotential number by the normal gravity value computed on the
 AY0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0395.degrees latitude (g = 980.6199 gals.).
 AY0395
 AY0395.The modeled gravity was interpolated from observed gravity values.
 AY0395
 AY0395;                    North         East    Units  Estimated Accuracy
 AY0395;SPC TXSC     - 4,175,720.      664,420.      MT  (+/- 180 meters Scaled)
 AY0395
 AY0395                          SUPERSEDED SURVEY CONTROL
 AY0395
 AY0395  NGVD 29 (??/??/92)  207.909  (m)          682.11   (f) ADJ UNCH    1 2
 AY0395
 AY0395.Superseded values are not recommended for survey control.
 AY0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0395.See file dsdata.txt to determine how the superseded data were derived.
 AY0395
 AY0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT644543(NAD 83)
 AY0395_MARKER: DB = BENCH MARK DISK
 AY0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0395_SP_SET: CONCRETE BASE
 AY0395_STAMPING: H 1003 1953
 AY0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0395
 AY0395  HISTORY     - Date     Condition        Report By
 AY0395  HISTORY     - 1953     MONUMENTED       CGS
 AY0395  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0395  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0395
 AY0395                          STATION DESCRIPTION
 AY0395
 AY0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0395'6.4 MI NW FROM ADKINS.
 AY0395'6.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0395'STATION AT ADKINS, AT A CROSSING OF FARM ROAD 1516, 16 FEET EAST OF
 AY0395'THE CENTER LINE OF THE FARM ROAD, 11.5 FEET SOUTHWEST OF THE SOUTHWEST
 AY0395'RAIL, 5 FEET NORTHEAST OF THE SOUTHEAST END OF A 24 INCH CONCRETE PIPE
 AY0395'CULVERT, SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE
 AY0395'OF A ROAD CROSSING SIGN.
 AY0395
 AY0395                          STATION RECOVERY (1967)
 AY0395
 AY0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0395'MARK NOT FOUND.
 AY0395
 AY0395                          STATION RECOVERY (1999)
 AY0395
 AY0395'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0191 ***********************************************************************
 AY0191  DESIGNATION -  H 1004
 AY0191  PID         -  AY0191
 AY0191  STATE/COUNTY-  TX/COMAL
 AY0191  USGS QUAD   -  ANHALT (1973)
 AY0191
 AY0191                         *CURRENT SURVEY CONTROL
 AY0191  ___________________________________________________________________
 AY0191* NAD 83(1986)-  29 48 16.     (N)    098 22 40.     (W)     SCALED    
 AY0191* NAVD 88     -       361.969  (meters)    1187.56   (feet)  ADJUSTED  
 AY0191  ___________________________________________________________________
 AY0191  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AY0191  DYNAMIC HT  -         361.446 (meters)    1185.84  (feet)  COMP
 AY0191  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 AY0191
 AY0191  VERT ORDER  -  SECOND    CLASS 0
 AY0191
 AY0191.The horizontal coordinates were scaled from a topographic map and have
 AY0191.an estimated accuracy of +/- 6 seconds.
 AY0191
 AY0191.The orthometric height was determined by differential leveling
 AY0191.and adjusted by the National Geodetic Survey in June 1991..
 AY0191
 AY0191.The geoid height was determined by GEOID03.
 AY0191
 AY0191.The dynamic height is computed by dividing the NAVD 88
 AY0191.geopotential number by the normal gravity value computed on the
 AY0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0191.degrees latitude (g = 980.6199 gals.).
 AY0191
 AY0191.The modeled gravity was interpolated from observed gravity values.
 AY0191
 AY0191;                    North         East    Units  Estimated Accuracy
 AY0191;SPC TXSC     - 4,218,610.      660,150.      MT  (+/- 180 meters Scaled)
 AY0191
 AY0191                          SUPERSEDED SURVEY CONTROL
 AY0191
 AY0191  NGVD 29 (??/??/92)  361.865  (m)         1187.22   (f) ADJ UNCH    2 0
 AY0191
 AY0191.Superseded values are not recommended for survey control.
 AY0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0191.See file dsdata.txt to determine how the superseded data were derived.
 AY0191
 AY0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT601972(NAD 83)
 AY0191_MARKER: DB = BENCH MARK DISK
 AY0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0191_STAMPING: H 1004 1953
 AY0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0191+STABILITY: SURFACE MOTION
 AY0191
 AY0191  HISTORY     - Date     Condition        Report By
 AY0191  HISTORY     - 1953     MONUMENTED       CGS
 AY0191  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0191  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0191
 AY0191                          STATION DESCRIPTION
 AY0191
 AY0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0191'7.8 MI SE FROM SPRING BRANCH.
 AY0191'5.5 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT SPRING
 AY0191'BRANCH, THENCE 2.3 MILES EAST ALONG STATE HIGHWAY 46, 55 FEET NORTH OF
 AY0191'THE CENTER LINE OF THE HIGHWAY, 38 FEET NORTH OF A TRIANGULAR BLAZED
 AY0191'14 INCH OAK TREE, 44 FEET NORTHWEST OF A TRIANGULAR BLAZED 6 INCH OAK
 AY0191'TREE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY0191'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0191
 AY0191                          STATION RECOVERY (1993)
 AY0191
 AY0191'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0191'MARK NOT FOUND.
 AY0191
 AY0191                          STATION RECOVERY (1999)
 AY0191
 AY0191'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1561 ***********************************************************************
 AW1561  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1561  DESIGNATION -  H 1006
 AW1561  PID         -  AW1561
 AW1561  STATE/COUNTY-  TX/HARRIS
 AW1561  USGS QUAD   -  LA PORTE (1982)
 AW1561
 AW1561                         *CURRENT SURVEY CONTROL
 AW1561  ___________________________________________________________________
 AW1561* NAD 83(1993)-  29 38 46.19904(N)    095 01 07.76352(W)     ADJUSTED  
 AW1561* NAVD 88     -         3.91   (meters)      12.8    (feet)  GPS OBS   
 AW1561  ___________________________________________________________________
 AW1561  X           -    -485,333.245 (meters)                     COMP
 AW1561  Y           -  -5,526,472.594 (meters)                     COMP
 AW1561  Z           -   3,136,334.427 (meters)                     COMP
 AW1561  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AW1561  ELLIP HEIGHT-         -23.23  (meters)          (12/03/01) GPS OBS
 AW1561  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1561  DYNAMIC HT  -           3.90  (meters)      12.8   (feet)  COMP
 AW1561  MODELED GRAV-     979,278.2   (mgal)                       NAVD 88
 AW1561  OBS GRAVITY -     979,279.5   (mgal)                       GRAV_OBS
 AW1561
 AW1561  HORZ ORDER  -  FIRST
 AW1561  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1561  ELLP ORDER  -  FOURTH    CLASS II
 AW1561
 AW1561.The horizontal coordinates were established by GPS observations
 AW1561.and adjusted by the National Geodetic Survey in December 2001..
 AW1561
 AW1561.The orthometric height was determined by GPS observations and a
 AW1561.high-resolution geoid model using precise GPS observation and
 AW1561.processing techniques. It supersedes the leveled height previously
 AW1561.determined for this station.
 AW1561.The vertical order pertains to the first NAVD 88 superseded value.
 AW1561
 AW1561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1561
 AW1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1561
 AW1561.The ellipsoidal height was determined by GPS observations
 AW1561.and is referenced to NAD 83.
 AW1561
 AW1561.The geoid height was determined by GEOID03.
 AW1561
 AW1561.The dynamic height is computed by dividing the NAVD 88
 AW1561.geopotential number by the normal gravity value computed on the
 AW1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1561.degrees latitude (g = 980.6199 gals.).
 AW1561
 AW1561.The modeled gravity was interpolated from observed gravity values.
 AW1561.The observed gravity was obtained from relative gravimeter ties
 AW1561.to the IGSN71 gravity network.
 AW1561
 AW1561;                    North         East     Units Scale Factor Converg.
 AW1561;SPC TXSC     - 4,207,470.420   985,362.829   MT  0.99987794   +1 57 01.5
 AW1561;SPC TXSC     -13,804,009.20  3,232,811.21   sFT  0.99987794   +1 57 01.5
 AW1561;UTM  15      - 3,281,282.176   304,581.348   MT  1.00007121   -0 59 56.1
 AW1561
 AW1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1561!SPC TXSC     -   1.00000365  x   0.99987794  =   0.99988159
 AW1561!UTM  15      -   1.00000365  x   1.00007121  =   1.00007486
 AW1561
 AW1561                          SUPERSEDED SURVEY CONTROL
 AW1561
 AW1561  ELLIP H (10/25/00)  -23.26   (m)                       GP(       ) 4 1
 AW1561  NAD 83(1993)-  29 38 46.19959(N)    095 01 07.76230(W) AD(       ) 1
 AW1561  ELLIP H (10/17/96)  -23.13   (m)                       GP(       ) 3 1
 AW1561  NAVD 88 (06/15/91)    3.874  (m)           12.71   (f) ADJUSTED    1 2
 AW1561  NGVD 29 (12/23/87)    3.871  (m)           12.70   (f) ADJUSTED    1 2
 AW1561
 AW1561.Superseded values are not recommended for survey control.
 AW1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1561.See file dsdata.txt to determine how the superseded data were derived.
 AW1561
 AW1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0458181282(NAD 83)
 AW1561_MARKER: DB = BENCH MARK DISK
 AW1561_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1561_SP_SET: BRIDGE ABUTMENT
 AW1561_STAMPING: H 1006 1953
 AW1561_MARK LOGO: CGS   
 AW1561_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1561+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW1561
 AW1561  HISTORY     - Date     Condition        Report By
 AW1561  HISTORY     - 1953     MONUMENTED       CGS
 AW1561  HISTORY     - 1973     GOOD             NGS
 AW1561  HISTORY     - 1978     GOOD             DOD
 AW1561  HISTORY     - 1978     GOOD             NGS
 AW1561  HISTORY     - 1983     GOOD             NGS
 AW1561  HISTORY     - 1987     GOOD             USPSQD
 AW1561  HISTORY     - 1987     GOOD             USPSQD
 AW1561  HISTORY     - 1987     GOOD             USPSQD
 AW1561  HISTORY     - 1987     GOOD             USPSQD
 AW1561  HISTORY     - 1987     GOOD             USPSQD
 AW1561  HISTORY     - 1987     GOOD             USPSQD
 AW1561  HISTORY     - 1987     GOOD             NGS
 AW1561  HISTORY     - 1988     GOOD             USPSQD
 AW1561  HISTORY     - 1988     GOOD             USPSQD
 AW1561  HISTORY     - 1988     GOOD             USPSQD
 AW1561  HISTORY     - 1988     GOOD             USPSQD
 AW1561  HISTORY     - 1988     GOOD             USPSQD
 AW1561  HISTORY     - 1988     GOOD             USPSQD
 AW1561  HISTORY     - 1988     GOOD             USPSQD
 AW1561  HISTORY     - 1988     GOOD             USPSQD
 AW1561  HISTORY     - 1989     GOOD             USPSQD
 AW1561  HISTORY     - 1989     GOOD             USPSQD
 AW1561  HISTORY     - 1989     GOOD             USPSQD
 AW1561  HISTORY     - 1989     GOOD             USPSQD
 AW1561  HISTORY     - 1989     GOOD             USPSQD
 AW1561  HISTORY     - 1990     GOOD             USPSQD
 AW1561  HISTORY     - 19931122 GOOD             USPSQD
 AW1561  HISTORY     - 19950321 GOOD             HGCSD
 AW1561  HISTORY     - 20000311 GOOD             USPSQD
 AW1561  HISTORY     - 20010331 GOOD             NGS
 AW1561  HISTORY     - 20031126 GOOD             USPSQD
 AW1561  HISTORY     - 20050117 GOOD             USPSQD
 AW1561
 AW1561                          STATION DESCRIPTION
 AW1561
 AW1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1561'1.35 MI S FROM LA PORTE.
 AW1561'ABOUT 1.35 MILES SOUTH ALONG STATE HWY. 146 BUSINESS FROM THE
 AW1561'INTERSECTION OF E. MAIN - BROADWAY AND SAN JACINTO AVE. AT LA PORTE,
 AW1561'0.05 MILE SOUTH OF GARFIELD ST., LEADING EAST, AT A CONCRETE HWY.
 AW1561'BRIDGE OVER LITTLE CEDAR BAYOU, 20 FEET EAST OF THE CENTER LINE OF THE
 AW1561'HWY. SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT,
 AW1561'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AW1561
 AW1561                          STATION RECOVERY (1978)
 AW1561
 AW1561'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1978)
 AW1561
 AW1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1983)
 AW1561
 AW1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1987)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1987)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1987)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1987)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1987)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1987)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1987)
 AW1561
 AW1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1988)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1988)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1988)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1988)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1988)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1988)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1988)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1988)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1989)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1989)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1989)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1989)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1989)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1990)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1993)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (1995)
 AW1561
 AW1561'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1561'RECOVERED AS DESCRIBED.
 AW1561
 AW1561                          STATION RECOVERY (2000)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (2001)
 AW1561
 AW1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1561'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1561
 AW1561                          STATION RECOVERY (2003)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1561'RECOVERED IN GOOD CONDITION.
 AW1561
 AW1561                          STATION RECOVERY (2005)
 AW1561
 AW1561'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2996 ***********************************************************************
 AW2996  DESIGNATION -  H 1007
 AW2996  PID         -  AW2996
 AW2996  STATE/COUNTY-  TX/HARRIS
 AW2996  USGS QUAD   -  MORGANS POINT (1993)
 AW2996
 AW2996                         *CURRENT SURVEY CONTROL
 AW2996  ___________________________________________________________________
 AW2996* NAD 83(1986)-  29 38 43.     (N)    094 57 51.     (W)     SCALED    
 AW2996* NAVD 88     -         2.97   (+/-2cm)       9.7    (feet)  VERTCON   
 AW2996  ___________________________________________________________________
 AW2996  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW2996
 AW2996  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2996
 AW2996.The horizontal coordinates were scaled from a topographic map and have
 AW2996.an estimated accuracy of +/- 6 seconds.
 AW2996
 AW2996.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2996.The vertical order pertains to the NGVD 29 superseded value.
 AW2996
 AW2996.The geoid height was determined by GEOID03.
 AW2996
 AW2996;                    North         East    Units  Estimated Accuracy
 AW2996;SPC TXSC     - 4,207,550.      990,660.      MT  (+/- 180 meters Scaled)
 AW2996
 AW2996                          SUPERSEDED SURVEY CONTROL
 AW2996
 AW2996  NGVD 29 (??/??/92)    2.966  (m)            9.73   (f) ADJ UNCH    1 2
 AW2996
 AW2996.Superseded values are not recommended for survey control.
 AW2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2996.See file dsdata.txt to determine how the superseded data were derived.
 AW2996
 AW2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN098810(NAD 83)
 AW2996_MARKER: DB = BENCH MARK DISK
 AW2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2996_STAMPING: H 1007 1954
 AW2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2996+STABILITY: SURFACE MOTION
 AW2996
 AW2996  HISTORY     - Date     Condition        Report By
 AW2996  HISTORY     - 1954     MONUMENTED       CGS
 AW2996  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW2996
 AW2996                          STATION DESCRIPTION
 AW2996
 AW2996'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW2996'2.1 MI SE FROM MORGAN POINT.
 AW2996'2.1 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE U.S.
 AW2996'ENGINEERS OFFICE AT MORGAN POINT, ON ATKINSON ISLAND, MIDWAY BETWEEN
 AW2996'LIGHT BEACONS 66 AND 67, 100 FEET NORTHWEST OF THE NORTHWEST TIP OF A
 AW2996'SMALL SAND BAR, 10 YARDS NORTHEAST OF THE NORTHEAST BANK OF THE SHIP
 AW2996'CHANNEL, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AW2996'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AW2996
 AW2996                          STATION RECOVERY (1964)
 AW2996
 AW2996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1638 ***********************************************************************
 BL1638  DESIGNATION -  H 1009
 BL1638  PID         -  BL1638
 BL1638  STATE/COUNTY-  TX/HARRIS
 BL1638  USGS QUAD   -  TOMBALL (1979)
 BL1638
 BL1638                         *CURRENT SURVEY CONTROL
 BL1638  ___________________________________________________________________
 BL1638* NAD 83(1986)-  30 00 34.     (N)    095 37 18.     (W)     SCALED    
 BL1638* NAVD 88     -        42.996  (meters)     141.06   (feet)  ADJUSTED  
 BL1638  ___________________________________________________________________
 BL1638  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1638  DYNAMIC HT  -          42.938 (meters)     140.87  (feet)  COMP
 BL1638  MODELED GRAV-     979,289.8   (mgal)                       NAVD 88
 BL1638
 BL1638  VERT ORDER  -  FIRST     CLASS II
 BL1638
 BL1638.The horizontal coordinates were scaled from a topographic map and have
 BL1638.an estimated accuracy of +/- 6 seconds.
 BL1638
 BL1638.The orthometric height was determined by differential leveling
 BL1638.and adjusted by the National Geodetic Survey in June 1991..
 BL1638
 BL1638.The geoid height was determined by GEOID03.
 BL1638
 BL1638.The dynamic height is computed by dividing the NAVD 88
 BL1638.geopotential number by the normal gravity value computed on the
 BL1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1638.degrees latitude (g = 980.6199 gals.).
 BL1638
 BL1638.The modeled gravity was interpolated from observed gravity values.
 BL1638
 BL1638;                    North         East    Units  Estimated Accuracy
 BL1638;SPC TXSC     - 4,245,880.      925,870.      MT  (+/- 180 meters Scaled)
 BL1638
 BL1638                          SUPERSEDED SURVEY CONTROL
 BL1638
 BL1638  NGVD 29 (12/23/87)   42.990  (m)          141.04   (f) ADJUSTED    1 2
 BL1638
 BL1638.Superseded values are not recommended for survey control.
 BL1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1638.See file dsdata.txt to determine how the superseded data were derived.
 BL1638
 BL1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP471227(NAD 83)
 BL1638_MARKER: DB = BENCH MARK DISK
 BL1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1638_SP_SET: CONCRETE POST
 BL1638_STAMPING: H 1009 1954
 BL1638_MARK LOGO: CGS   
 BL1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1638+STABILITY: SURFACE MOTION
 BL1638
 BL1638  HISTORY     - Date     Condition        Report By
 BL1638  HISTORY     - 1954     MONUMENTED       CGS
 BL1638  HISTORY     - 1978     GOOD             NGS
 BL1638  HISTORY     - 1986     GOOD             NGS
 BL1638
 BL1638                          STATION DESCRIPTION
 BL1638
 BL1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1638'5.8 MI NE FROM CYPRESS.
 BL1638'5.8 MILES NORTHEAST ALONG THE SPRING AND CYPRESS ROAD FROM THE POST
 BL1638'OFFICE AT CYPRESS, 75 FEET NORTHEAST OF THE NORTH CORNER OF THE MOST
 BL1638'NORTHEASTERLY ONE OF TWO CONCRETE BRIDGES, 30 FEET NORTHWEST OF THE
 BL1638'CENTER LINE OF THE ROAD, 8 FEET SOUTH OF A 20 INCH TRIANGULAR BLAZED
 BL1638'PINE TREE, 2 FEET SOUTHEAST OF A FENCE, 3.5 FEET SOUTHWEST OF A
 BL1638'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BL1638'FOOT ABOVE THE GROUND.
 BL1638
 BL1638                          STATION RECOVERY (1978)
 BL1638
 BL1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1638'RECOVERED IN GOOD CONDITION.
 BL1638
 BL1638                          STATION RECOVERY (1986)
 BL1638
 BL1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1638'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.3 KM (5.8 MI)
 BL1638'NORTHEASTERLY ALONG SPRING-CYPRESS ROAD FROM ITS JUNCTION WITH U.S.
 BL1638'HIGHWAY 290 IN CYPRESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1476 ***********************************************************************
 BL1476  DESIGNATION -  H 1010
 BL1476  PID         -  BL1476
 BL1476  STATE/COUNTY-  TX/HARRIS
 BL1476  USGS QUAD   -  TOMBALL (1979)
 BL1476
 BL1476                         *CURRENT SURVEY CONTROL
 BL1476  ___________________________________________________________________
 BL1476* NAD 83(1986)-  30 07 30.     (N)    095 36 02.     (W)     SCALED    
 BL1476* NAVD 88     -        49.76   (+/-2cm)     163.3    (feet)  VERTCON   
 BL1476  ___________________________________________________________________
 BL1476  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL1476  OBS GRAVITY -     979,295.1   (mgal)                       GRAV_OBS
 BL1476
 BL1476  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1476
 BL1476.The horizontal coordinates were scaled from a topographic map and have
 BL1476.an estimated accuracy of +/- 6 seconds.
 BL1476
 BL1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1476.The vertical order pertains to the NGVD 29 superseded value.
 BL1476
 BL1476.The geoid height was determined by GEOID03.
 BL1476.The observed gravity was obtained from relative gravimeter ties
 BL1476.to the IGSN71 gravity network.
 BL1476
 BL1476;                    North         East    Units  Estimated Accuracy
 BL1476;SPC TXSC     - 4,258,750.      927,530.      MT  (+/- 180 meters Scaled)
 BL1476
 BL1476                          SUPERSEDED SURVEY CONTROL
 BL1476
 BL1476  NGVD 29 (04/06/79)   49.754  (m)          163.23   (f) ADJUSTED    1 2
 BL1476
 BL1476.Superseded values are not recommended for survey control.
 BL1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1476.See file dsdata.txt to determine how the superseded data were derived.
 BL1476
 BL1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP494354(NAD 83)
 BL1476_MARKER: DB = BENCH MARK DISK
 BL1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1476_STAMPING: H 1010 1954
 BL1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1476+STABILITY: SURFACE MOTION
 BL1476
 BL1476  HISTORY     - Date     Condition        Report By
 BL1476  HISTORY     - 1954     MONUMENTED       CGS
 BL1476  HISTORY     - 1973     GOOD             NGS
 BL1476  HISTORY     - 1978     GOOD             NGS
 BL1476  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1476
 BL1476                          STATION DESCRIPTION
 BL1476
 BL1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1476'0.3 MI NW FROM HUFSMITH.
 BL1476'ABOUT 0.3 MILE NORTHWEST ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1476'CROSSING OF STANOLIND RD., ABOUT 4 RAILS SOUTHEAST OF THE EAST END OF
 BL1476'A RAILROAD BRIDGE 116, 32 1/2 FEET NORTHEAST OF THE SOUTHEAST RAIL, 12
 BL1476'1/2 FEET SOUTH OF A FENCE CORNER POST, 0.9 FOOT SOUTHEAST OF A METAL
 BL1476'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP
 BL1476'OF A CONCRETE POST PROJECTING 0.3 FOOT.
 BL1476
 BL1476                          STATION RECOVERY (1978)
 BL1476
 BL1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1476'RECOVERED IN GOOD CONDITION.
 BL1476
 BL1476                          STATION RECOVERY (1986)
 BL1476
 BL1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1476'THERE IS A NEW SIDE RAIL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1691 ***********************************************************************
 AW1691  DESIGNATION -  H 1011
 AW1691  PID         -  AW1691
 AW1691  STATE/COUNTY-  TX/GALVESTON
 AW1691  USGS QUAD   -  HIGH ISLAND (1994)
 AW1691
 AW1691                         *CURRENT SURVEY CONTROL
 AW1691  ___________________________________________________________________
 AW1691* NAD 83(1986)-  29 31 10.     (N)    094 28 16.     (W)     SCALED    
 AW1691* NAVD 88     -         1.15   (+/-2cm)       3.8    (feet)  VERTCON   
 AW1691  ___________________________________________________________________
 AW1691  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1691
 AW1691  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1691
 AW1691.The horizontal coordinates were scaled from a topographic map and have
 AW1691.an estimated accuracy of +/- 6 seconds.
 AW1691
 AW1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1691.The vertical order pertains to the NGVD 29 superseded value.
 AW1691
 AW1691.The geoid height was determined by GEOID03.
 AW1691
 AW1691;                    North         East    Units  Estimated Accuracy
 AW1691;SPC TXSC     - 4,195,370.    1,038,900.      MT  (+/- 180 meters Scaled)
 AW1691
 AW1691                          SUPERSEDED SURVEY CONTROL
 AW1691
 AW1691  NGVD 29 (??/??/92)    1.154  (m)            3.79   (f) ADJ UNCH    1 2
 AW1691
 AW1691.Superseded values are not recommended for survey control.
 AW1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1691.See file dsdata.txt to determine how the superseded data were derived.
 AW1691
 AW1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN574664(NAD 83)
 AW1691_MARKER: DB = BENCH MARK DISK
 AW1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1691_STAMPING: H 1011 1953
 AW1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1691+STABILITY: SURFACE MOTION
 AW1691
 AW1691  HISTORY     - Date     Condition        Report By
 AW1691  HISTORY     - 1953     MONUMENTED       CGS
 AW1691  HISTORY     - 1958     GOOD             NGS
 AW1691  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1691  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1691  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW1691  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1691  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1691  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1691  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1691
 AW1691                          STATION DESCRIPTION
 AW1691
 AW1691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1691'1.0 MI NE FROM GILCHRIST.
 AW1691'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1691'AT GILCHRIST, IN LINE WITH A ROW OF TELEPHONE POLES, 134 FEET
 AW1691'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 49 FEET NORTHEAST OF THE
 AW1691'CENTER LINE OF A PRIVATE DRIVEWAY, 51 1/2 FEET SOUTHWEST OF A
 AW1691'TELEPHONE POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 AW1691'BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 AW1691'PROJECTING 4 INCHES.
 AW1691
 AW1691                          STATION RECOVERY (1978)
 AW1691
 AW1691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1691'NOT RECOVERED.
 AW1691
 AW1691                          STATION RECOVERY (1987)
 AW1691
 AW1691'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1691'MARK NOT FOUND.
 AW1691
 AW1691                          STATION RECOVERY (1994)
 AW1691
 AW1691'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1691'MARK NOT FOUND.
 AW1691
 AW1691                          STATION RECOVERY (1995)
 AW1691
 AW1691'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1691'MARK NOT FOUND.
 AW1691
 AW1691                          STATION RECOVERY (2002)
 AW1691
 AW1691'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1691'MARK NOT FOUND.
 AW1691
 AW1691                          STATION RECOVERY (2003)
 AW1691
 AW1691'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1691'MARK NOT FOUND.
 AW1691
 AW1691                          STATION RECOVERY (2005)
 AW1691
 AW1691'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2776 ***********************************************************************
 AW2776  DESIGNATION -  H 1012
 AW2776  PID         -  AW2776
 AW2776  STATE/COUNTY-  TX/CHAMBERS
 AW2776  USGS QUAD   -  MONROE CITY (1994)
 AW2776
 AW2776                         *CURRENT SURVEY CONTROL
 AW2776  ___________________________________________________________________
 AW2776* NAD 83(1986)-  29 47 21.     (N)    094 35 16.     (W)     SCALED    
 AW2776* NAVD 88     -         8.36   (+/-2cm)      27.4    (feet)  VERTCON   
 AW2776  ___________________________________________________________________
 AW2776  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2776
 AW2776  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2776
 AW2776.The horizontal coordinates were scaled from a topographic map and have
 AW2776.an estimated accuracy of +/- 6 seconds.
 AW2776
 AW2776.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2776.The vertical order pertains to the NGVD 29 superseded value.
 AW2776
 AW2776.The geoid height was determined by GEOID03.
 AW2776
 AW2776;                    North         East    Units  Estimated Accuracy
 AW2776;SPC TXSC     - 4,224,810.    1,026,470.      MT  (+/- 180 meters Scaled)
 AW2776
 AW2776                          SUPERSEDED SURVEY CONTROL
 AW2776
 AW2776  NGVD 29 (??/??/92)    8.358  (m)           27.42   (f) ADJ UNCH    1 2
 AW2776
 AW2776.Superseded values are not recommended for survey control.
 AW2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2776.See file dsdata.txt to determine how the superseded data were derived.
 AW2776
 AW2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN465964(NAD 83)
 AW2776_MARKER: DB = BENCH MARK DISK
 AW2776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2776_SP_SET: FOUNDATION
 AW2776_STAMPING: H 1012 1953
 AW2776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2776+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2004
 AW2776
 AW2776  HISTORY     - Date     Condition        Report By
 AW2776  HISTORY     - 1953     MONUMENTED       CGS
 AW2776  HISTORY     - 1959     GOOD             NGS
 AW2776  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2776  HISTORY     - 19961014 MARK NOT FOUND   USPSQD
 AW2776  HISTORY     - 20010331 GOOD             NGS
 AW2776  HISTORY     - 20040220 GOOD             USPSQD
 AW2776  HISTORY     - 20060120 MARK NOT FOUND   USPSQD
 AW2776
 AW2776                          STATION DESCRIPTION
 AW2776
 AW2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW2776'IN MONROE CITY.
 AW2776'AT MONROE CITY, AT THE HUMBLE OIL COMPANY YARD, 97.5 FEET SOUTH OF THE
 AW2776'CENTER LINE OF STATE HIGHWAY 73 T, 40.5 FEET SOUTH OF A FENCE, 0.9
 AW2776'FOOT ABOVE THE GROUND, SET IN THE TOP OF THE NORTHWEST CORNER OF THE
 AW2776'CONCRETE FOUNDATION OF THE NORTHEAST LEG OF A WATER TOWER.
 AW2776
 AW2776                          STATION RECOVERY (1959)
 AW2776
 AW2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW2776'RECOVERED IN GOOD CONDITION.
 AW2776
 AW2776                          STATION RECOVERY (1990)
 AW2776
 AW2776'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW2776'MARK NOT FOUND.
 AW2776
 AW2776                          STATION RECOVERY (1996)
 AW2776
 AW2776'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2776'MARK NOT FOUND.
 AW2776
 AW2776                          STATION RECOVERY (2001)
 AW2776
 AW2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2776'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2776
 AW2776                          STATION RECOVERY (2004)
 AW2776
 AW2776'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2776'RECOVERED IN GOOD CONDITION.
 AW2776
 AW2776                          STATION RECOVERY (2006)
 AW2776
 AW2776'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2776'NOT FOUND.  THE AREA HAS BEEN CLEARED AND BULDOZED.  NO SIGN OF WATER
 AW2776'TOWER OR ANY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1477 ***********************************************************************
 AW1477  DESIGNATION -  H 1013
 AW1477  PID         -  AW1477
 AW1477  STATE/COUNTY-  TX/CHAMBERS
 AW1477  USGS QUAD   -  ANAHUAC (1993)
 AW1477
 AW1477                         *CURRENT SURVEY CONTROL
 AW1477  ___________________________________________________________________
 AW1477* NAD 83(1986)-  29 50 19.     (N)    094 43 55.     (W)     SCALED    
 AW1477* NAVD 88     -         3.26   (+/-2cm)      10.7    (feet)  VERTCON   
 AW1477  ___________________________________________________________________
 AW1477  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW1477
 AW1477  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1477
 AW1477.The horizontal coordinates were scaled from a topographic map and have
 AW1477.an estimated accuracy of +/- 6 seconds.
 AW1477
 AW1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1477.The vertical order pertains to the NGVD 29 superseded value.
 AW1477
 AW1477.The geoid height was determined by GEOID03.
 AW1477
 AW1477;                    North         East    Units  Estimated Accuracy
 AW1477;SPC TXSC     - 4,229,770.    1,012,340.      MT  (+/- 180 meters Scaled)
 AW1477
 AW1477                          SUPERSEDED SURVEY CONTROL
 AW1477
 AW1477  NGVD 29 (??/??/92)    3.266  (m)           10.72   (f) ADJ UNCH    1 2
 AW1477
 AW1477.Superseded values are not recommended for survey control.
 AW1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1477.See file dsdata.txt to determine how the superseded data were derived.
 AW1477
 AW1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP326021(NAD 83)
 AW1477_MARKER: DB = BENCH MARK DISK
 AW1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1477_STAMPING: H 1013 1953
 AW1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1477+STABILITY: SURFACE MOTION
 AW1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1477+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AW1477
 AW1477  HISTORY     - Date     Condition        Report By
 AW1477  HISTORY     - 1953     MONUMENTED       CGS
 AW1477  HISTORY     - 1973     GOOD             NGS
 AW1477  HISTORY     - 1978     GOOD             NGS
 AW1477  HISTORY     - 19960906 GOOD             USPSQD
 AW1477  HISTORY     - 20010331 GOOD             NGS
 AW1477  HISTORY     - 20040201 GOOD             USPSQD
 AW1477
 AW1477                          STATION DESCRIPTION
 AW1477
 AW1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1477'2.2 MI W FROM WALLISVILLE.
 AW1477'ABOUT 2.2 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE INTERSTATE
 AW1477'OVERPASS OVER FARM ROAD 563 AT WALLISVILLE, ABOUT 130 FEET SOUTH OF
 AW1477'THE CENTER LINE OF THE EASTBOUND TRAFFIC LANES OF THE HIGHWAY, 32 FEET
 AW1477'SOUTH OF A PAVED ROAD PARALLELING THE INTERSTATE, 2 FEET EAST OF A
 AW1477'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 AW1477'INCHES.
 AW1477
 AW1477                          STATION RECOVERY (1978)
 AW1477
 AW1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1477'ADD=96 FEET EAST OF CENTERLINE OF PAVED ROAD, 3 FEET NORTHEAST
 AW1477'OF A POWER POLE WITH WARNING SIGN (UNDERGROUND CABLE),  AND 2
 AW1477'FEET NORTH OF NORTHWEST CORNER OF A CHAIN LINK FENCE.
 AW1477
 AW1477                          STATION RECOVERY (1996)
 AW1477
 AW1477'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1477'RECOVERED IN GOOD CONDITION.
 AW1477
 AW1477                          STATION RECOVERY (2001)
 AW1477
 AW1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1477'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1477
 AW1477                          STATION RECOVERY (2004)
 AW1477
 AW1477'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2428 ***********************************************************************
 AW2428  DESIGNATION -  H 1014
 AW2428  PID         -  AW2428
 AW2428  STATE/COUNTY-  TX/JEFFERSON
 AW2428  USGS QUAD   -  MUD LAKE (1994)
 AW2428
 AW2428                         *CURRENT SURVEY CONTROL
 AW2428  ___________________________________________________________________
 AW2428* NAD 83(1986)-  29 34 58.     (N)    094 17 52.     (W)     SCALED    
 AW2428* NAVD 88     -         1.82   (+/-2cm)       6.0    (feet)  VERTCON   
 AW2428  ___________________________________________________________________
 AW2428  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW2428
 AW2428  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2428
 AW2428.The horizontal coordinates were scaled from a topographic map and have
 AW2428.an estimated accuracy of +/- 6 seconds.
 AW2428
 AW2428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2428.The vertical order pertains to the NGVD 29 superseded value.
 AW2428
 AW2428.The geoid height was determined by GEOID03.
 AW2428
 AW2428;                    North         East    Units  Estimated Accuracy
 AW2428;SPC TXSC     - 4,203,040.    1,055,410.      MT  (+/- 180 meters Scaled)
 AW2428
 AW2428                          SUPERSEDED SURVEY CONTROL
 AW2428
 AW2428  NGVD 29 (??/??/92)    1.822  (m)            5.98   (f) ADJ UNCH    1 2
 AW2428
 AW2428.Superseded values are not recommended for survey control.
 AW2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2428.See file dsdata.txt to determine how the superseded data were derived.
 AW2428
 AW2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN743732(NAD 83)
 AW2428_MARKER: DB = BENCH MARK DISK
 AW2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2428_STAMPING: H 1014 1953
 AW2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2428+STABILITY: SURFACE MOTION
 AW2428
 AW2428  HISTORY     - Date     Condition        Report By
 AW2428  HISTORY     - 1953     MONUMENTED       CGS
 AW2428  HISTORY     - 1958     GOOD             NGS
 AW2428
 AW2428                          STATION DESCRIPTION
 AW2428
 AW2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2428'6.9 MI NE FROM HIGH ISLAND.
 AW2428'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2428'AT HIGH ISLAND, THENCE ABOUT 6.0 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2428'87, 61 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 AW2428'NORTHWEST OF A FENCE, 195 FEET SOUTH OF THE NORTHEAST END OF A LONG
 AW2428'MOUND OF DIRT, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 AW2428'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 AW2428'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2429 ***********************************************************************
 AW2429  DESIGNATION -  H 1014 RESET 1962
 AW2429  PID         -  AW2429
 AW2429  STATE/COUNTY-  TX/JEFFERSON
 AW2429  USGS QUAD   -  MUD LAKE (1994)
 AW2429
 AW2429                         *CURRENT SURVEY CONTROL
 AW2429  ___________________________________________________________________
 AW2429* NAD 83(1986)-  29 34 58.     (N)    094 17 52.     (W)     SCALED    
 AW2429* NAVD 88     -         1.89   (+/-2cm)       6.2    (feet)  VERTCON   
 AW2429  ___________________________________________________________________
 AW2429  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW2429
 AW2429  VERT ORDER  -  THIRD (See Below)
 AW2429
 AW2429.The horizontal coordinates were scaled from a topographic map and have
 AW2429.an estimated accuracy of +/- 6 seconds.
 AW2429
 AW2429.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2429.The vertical order pertains to the NGVD 29 superseded value.
 AW2429
 AW2429.The geoid height was determined by GEOID03.
 AW2429
 AW2429;                    North         East    Units  Estimated Accuracy
 AW2429;SPC TXSC     - 4,203,040.    1,055,410.      MT  (+/- 180 meters Scaled)
 AW2429
 AW2429                          SUPERSEDED SURVEY CONTROL
 AW2429
 AW2429  NGVD 29 (??/??/??)    1.89   (m)            6.2    (f) RESET       3  
 AW2429
 AW2429.Superseded values are not recommended for survey control.
 AW2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2429.See file dsdata.txt to determine how the superseded data were derived.
 AW2429
 AW2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN743732(NAD 83)
 AW2429_MARKER: DB = BENCH MARK DISK
 AW2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2429_STAMPING: H 1014 RESET 1962
 AW2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2429+STABILITY: SURFACE MOTION
 AW2429
 AW2429  HISTORY     - Date     Condition        Report By
 AW2429  HISTORY     - 1962     MONUMENTED       CGS
 AW2429
 AW2429                          STATION DESCRIPTION
 AW2429
 AW2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AW2429'0.9 MI SE FROM HIGH ISLAND.
 AW2429'0.9 MILES SOUTHEAST ON STATE HIGHWAY 124 FROM THE POST OFFICE IN HIGH
 AW2429'ISLAND, THENCE 6.0 MILES NORTHEAST ON STATE HIGHWAY 87.  THE MARK IS
 AW2429'AT THE NORTHWEST EDGE OF THE HIGH GROUND WHERE IT BREAKS OFF AT THE
 AW2429'MARSH, 180 FEET SOUTHWEST OF THE NORTHEAST END OF A DITCH FOR WATERING
 AW2429'CATTLE, 60 FEET SOUTHEAST OF THE SOUTHEAST BANK OF THE DITCH, 36 FEET
 AW2429'NORTHWEST OF THE CENTER LINE OF HIGHWAY 86, 13 FEET NORTHWEST OF THE
 AW2429'NORTHWEST RIGHT-OF-WAY, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 AW2429'A STANDARD DISK STAMPED H 1014 RESET 1962, SET IN A 12 X 12 IN.
 AW2429'CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0459 ***********************************************************************
 AV0459  DESIGNATION -  H 1015
 AV0459  PID         -  AV0459
 AV0459  STATE/COUNTY-  TX/JEFFERSON
 AV0459  USGS QUAD   -  TEXAS POINT (1993)
 AV0459
 AV0459                         *CURRENT SURVEY CONTROL
 AV0459  ___________________________________________________________________
 AV0459* NAD 83(1986)-  29 42 23.     (N)    093 51 15.     (W)     SCALED    
 AV0459* NAVD 88     -         0.54   (+/-2cm)       1.8    (feet)  VERTCON   
 AV0459  ___________________________________________________________________
 AV0459  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AV0459
 AV0459  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0459
 AV0459.The horizontal coordinates were scaled from a topographic map and have
 AV0459.an estimated accuracy of +/- 6 seconds.
 AV0459
 AV0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0459.The vertical order pertains to the NGVD 29 superseded value.
 AV0459
 AV0459.The geoid height was determined by GEOID03.
 AV0459
 AV0459;                    North         East    Units  Estimated Accuracy
 AV0459;SPC TXSC     - 4,218,540.    1,097,740.      MT  (+/- 180 meters Scaled)
 AV0459
 AV0459                          SUPERSEDED SURVEY CONTROL
 AV0459
 AV0459  NGVD 29 (??/??/??)    0.534  (m)            1.75   (f) ADJUSTED    1 2
 AV0459
 AV0459.Superseded values are not recommended for survey control.
 AV0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0459.See file dsdata.txt to determine how the superseded data were derived.
 AV0459
 AV0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN173865(NAD 83)
 AV0459_MARKER: DD = SURVEY DISK
 AV0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0459_STAMPING: H 1015 1953
 AV0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0459+STABILITY: SURFACE MOTION
 AV0459
 AV0459  HISTORY     - Date     Condition        Report By
 AV0459  HISTORY     - 1953     MONUMENTED       DOD
 AV0459  HISTORY     - 1958     GOOD             CGS
 AV0459  HISTORY     - 1960     GOOD             CGS
 AV0459  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0459  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0459  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AV0459  HISTORY     - 19940719 MARK NOT FOUND   USPSQD
 AV0459  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0459  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0459  HISTORY     - 20050316 MARK NOT FOUND   USPSQD
 AV0459
 AV0459                          STATION DESCRIPTION
 AV0459
 AV0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AV0459'4.0 MI SE FROM SABINE PASS.
 AV0459'ABOUT 0.55 MILE NORTHEAST ALONG AN OILED ROAD FROM THE DICK DOWLING
 AV0459'MONUMENT AT SABINE PASS, THENCE ABOUT 3.3 MILES SOUTHEAST ALONG AN
 AV0459'OILED ROAD, THENCE ABOUT 0.15 MILE NORTHEAST, AT THE ABANDONED COAST
 AV0459'GUARD STATION, 27 FEET SOUTHEAST OF THE SOUTH CORNER OF THE OLD COAST
 AV0459'GUARD STATION BUILDING, 5 FEET NORTHWEST OF THE SOUTHEAST EDGE OF A
 AV0459'CONCRETE DOCK, AND IN THE TOP OF A CONCRETE POST WHICH IS IMBEDED IN
 AV0459'THE CONCRETE DOCK 4 INCHES BELOW THE SURFACE AND COVERED WITH A
 AV0459'18-INCH MANHOLE COVER.
 AV0459
 AV0459                          STATION RECOVERY (1960)
 AV0459
 AV0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 AV0459'RECOVERED IN GOOD CONDITION.
 AV0459
 AV0459                          STATION RECOVERY (1984)
 AV0459
 AV0459'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0459'MARK NOT FOUND.
 AV0459
 AV0459                          STATION RECOVERY (1987)
 AV0459
 AV0459'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AV0459'MARK NOT FOUND.
 AV0459
 AV0459                          STATION RECOVERY (1987)
 AV0459
 AV0459'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHB)
 AV0459'MARK NOT FOUND.
 AV0459
 AV0459                          STATION RECOVERY (1994)
 AV0459
 AV0459'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0459'MARK NOT FOUND.
 AV0459
 AV0459                          STATION RECOVERY (2001)
 AV0459
 AV0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0459'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0459
 AV0459                          STATION RECOVERY (2001)
 AV0459
 AV0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0459'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0459
 AV0459                          STATION RECOVERY (2005)
 AV0459
 AV0459'RECOVERY NOTE BY US POWER SQUADRON 2005
 AV0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2485 ***********************************************************************
 AW2485  DESIGNATION -  H 1016
 AW2485  PID         -  AW2485
 AW2485  STATE/COUNTY-  TX/JEFFERSON
 AW2485  USGS QUAD   -  PORT ACRES (1993)
 AW2485
 AW2485                         *CURRENT SURVEY CONTROL
 AW2485  ___________________________________________________________________
 AW2485* NAD 83(1986)-  29 55 38.     (N)    094 01 28.     (W)     SCALED    
 AW2485* NAVD 88     -         2.44   (+/-2cm)       8.0    (feet)  VERTCON   
 AW2485  ___________________________________________________________________
 AW2485  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2485
 AW2485  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2485
 AW2485.The horizontal coordinates were scaled from a topographic map and have
 AW2485.an estimated accuracy of +/- 6 seconds.
 AW2485
 AW2485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2485.The vertical order pertains to the NGVD 29 superseded value.
 AW2485
 AW2485.The geoid height was determined by GEOID03.
 AW2485
 AW2485;                    North         East    Units  Estimated Accuracy
 AW2485;SPC TXSC     - 4,242,280.    1,080,240.      MT  (+/- 180 meters Scaled)
 AW2485
 AW2485                          SUPERSEDED SURVEY CONTROL
 AW2485
 AW2485  NGVD 29 (??/??/92)    2.429  (m)            7.97   (f) ADJ UNCH    1 2
 AW2485
 AW2485.Superseded values are not recommended for survey control.
 AW2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2485.See file dsdata.txt to determine how the superseded data were derived.
 AW2485
 AW2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP011111(NAD 83)
 AW2485_MARKER: DB = BENCH MARK DISK
 AW2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2485_STAMPING: H 1016 1954
 AW2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2485+STABILITY: SURFACE MOTION
 AW2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW2485+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 AW2485
 AW2485  HISTORY     - Date     Condition        Report By
 AW2485  HISTORY     - 1954     MONUMENTED       CGS
 AW2485  HISTORY     - 1959     GOOD             NGS
 AW2485  HISTORY     - 1988     GOOD             USPSQD
 AW2485  HISTORY     - 1990     GOOD             USPSQD
 AW2485  HISTORY     - 19950408 GOOD             USPSQD
 AW2485  HISTORY     - 20001231 GOOD             NGS
 AW2485  HISTORY     - 20010331 GOOD             NGS
 AW2485  HISTORY     - 20020619 GOOD             USPSQD
 AW2485  HISTORY     - 20040309 GOOD             USPSQD
 AW2485
 AW2485                          STATION DESCRIPTION
 AW2485
 AW2485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2485'2.85 MI NW FROM PORT ACRES.
 AW2485'ABOUT 0.6 MILE EAST ALONG 5TH STREET FROM THE HIGH SCHOOL AT PORT
 AW2485'ACRES, THENCE ABOUT 2.25 MILES NORTHWEST ALONG THE TEXAS AND NEW
 AW2485'ORLEANS RAILROAD, 100 FEET NORTHEAST OF THE NORTHEAST RAIL, 69 FEET
 AW2485'SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, IN A FENCE CORNER,
 AW2485'1 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 AW2485'OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW2485
 AW2485                          STATION RECOVERY (1988)
 AW2485
 AW2485'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEF)
 AW2485'RECOVERED IN GOOD CONDITION.
 AW2485
 AW2485                          STATION RECOVERY (1990)
 AW2485
 AW2485'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMG)
 AW2485'RECOVERED IN GOOD CONDITION.
 AW2485
 AW2485                          STATION RECOVERY (1995)
 AW2485
 AW2485'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2485'RECOVERED IN GOOD CONDITION.
 AW2485
 AW2485                          STATION RECOVERY (2000)
 AW2485
 AW2485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW2485'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2485
 AW2485                          STATION RECOVERY (2001)
 AW2485
 AW2485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2485'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2485
 AW2485                          STATION RECOVERY (2002)
 AW2485
 AW2485'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2485'RECOVERED IN GOOD CONDITION.
 AW2485
 AW2485                          STATION RECOVERY (2004)
 AW2485
 AW2485'RECOVERY NOTE BY US POWER SQUADRON 2004 (WAF)
 AW2485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0227 ***********************************************************************
 BL0227  DESIGNATION -  H 1017
 BL0227  PID         -  BL0227
 BL0227  STATE/COUNTY-  TX/JEFFERSON
 BL0227  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0227
 BL0227                         *CURRENT SURVEY CONTROL
 BL0227  ___________________________________________________________________
 BL0227* NAD 83(1986)-  30 04 04.     (N)    094 10 14.     (W)     SCALED    
 BL0227* NAVD 88     -         6.38   (+/-2cm)      20.9    (feet)  VERTCON   
 BL0227  ___________________________________________________________________
 BL0227  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0227
 BL0227  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0227
 BL0227.The horizontal coordinates were scaled from a topographic map and have
 BL0227.an estimated accuracy of +/- 6 seconds.
 BL0227
 BL0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0227.The vertical order pertains to the NGVD 29 superseded value.
 BL0227
 BL0227.The geoid height was determined by GEOID03.
 BL0227
 BL0227;                    North         East    Units  Estimated Accuracy
 BL0227;SPC TXSC     - 4,257,260.    1,065,500.      MT  (+/- 180 meters Scaled)
 BL0227
 BL0227                          SUPERSEDED SURVEY CONTROL
 BL0227
 BL0227  NGVD 29 (??/??/92)    6.398  (m)           20.99   (f) ADJ UNCH    1 2
 BL0227
 BL0227.Superseded values are not recommended for survey control.
 BL0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0227.See file dsdata.txt to determine how the superseded data were derived.
 BL0227
 BL0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP871268(NAD 83)
 BL0227_MARKER: DB = BENCH MARK DISK
 BL0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0227_STAMPING: H 1017 1954
 BL0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0227+STABILITY: SURFACE MOTION
 BL0227
 BL0227  HISTORY     - Date     Condition        Report By
 BL0227  HISTORY     - 1954     MONUMENTED       CGS
 BL0227  HISTORY     - 1958     GOOD             NGS
 BL0227  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0227  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BL0227  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0227  HISTORY     - 19940730 MARK NOT FOUND   USPSQD
 BL0227  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0227  HISTORY     - 20020128 MARK NOT FOUND   NGS
 BL0227  HISTORY     - 20041031 MARK NOT FOUND   USPSQD
 BL0227
 BL0227                          STATION DESCRIPTION
 BL0227
 BL0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BL0227'1.15 MI E FROM AMELIA.
 BL0227'1.15 MILES EAST ALONG U.S. HIGHWAY 90 FROM ITS INTERSECTION WITH FARM
 BL0227'ROAD 364 AT AMELIA, 52 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BL0227'50 FEET NORTHWEST OF A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS
 BL0227'POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BL0227'FLUSH WITH THE GROUND.  NOTE-- 1.15 MILES EAST ALONG U.S. HIGHWAY 90
 BL0227'FROM AMELIA.  THERE IS NOW A CONCRETE PARKING AREA AT THE DESCRIBED
 BL0227'LOCATION.
 BL0227
 BL0227                          STATION RECOVERY (1972)
 BL0227
 BL0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0227'MARK NOT FOUND.
 BL0227
 BL0227                          STATION RECOVERY (1984)
 BL0227
 BL0227'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0227'MARK NOT FOUND.
 BL0227
 BL0227                          STATION RECOVERY (1990)
 BL0227
 BL0227'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLH)
 BL0227'MARK NOT FOUND.
 BL0227
 BL0227                          STATION RECOVERY (1994)
 BL0227
 BL0227'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0227'MARK NOT FOUND.
 BL0227
 BL0227                          STATION RECOVERY (2001)
 BL0227
 BL0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0227'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 BL0227
 BL0227                          STATION RECOVERY (2002)
 BL0227
 BL0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0227'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0227
 BL0227                          STATION RECOVERY (2004)
 BL0227
 BL0227'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2399 ***********************************************************************
 AW2399  DESIGNATION -  H 1018
 AW2399  PID         -  AW2399
 AW2399  STATE/COUNTY-  TX/JEFFERSON
 AW2399  USGS QUAD   -  HAMSHIRE (1994)
 AW2399
 AW2399                         *CURRENT SURVEY CONTROL
 AW2399  ___________________________________________________________________
 AW2399* NAD 83(1986)-  29 51 40.     (N)    094 18 21.     (W)     SCALED    
 AW2399* NAVD 88     -         4.74   (+/-2cm)      15.6    (feet)  VERTCON   
 AW2399  ___________________________________________________________________
 AW2399  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2399
 AW2399  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2399
 AW2399.The horizontal coordinates were scaled from a topographic map and have
 AW2399.an estimated accuracy of +/- 6 seconds.
 AW2399
 AW2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2399.The vertical order pertains to the NGVD 29 superseded value.
 AW2399
 AW2399.The geoid height was determined by GEOID03.
 AW2399
 AW2399;                    North         East    Units  Estimated Accuracy
 AW2399;SPC TXSC     - 4,233,840.    1,053,390.      MT  (+/- 180 meters Scaled)
 AW2399
 AW2399                          SUPERSEDED SURVEY CONTROL
 AW2399
 AW2399  NGVD 29 (??/??/92)    4.739  (m)           15.55   (f) ADJ UNCH    1 2
 AW2399
 AW2399.Superseded values are not recommended for survey control.
 AW2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2399.See file dsdata.txt to determine how the superseded data were derived.
 AW2399
 AW2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP738041(NAD 83)
 AW2399_MARKER: DB = BENCH MARK DISK
 AW2399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2399_SP_SET: CULVERT
 AW2399_STAMPING: H 1018 1954
 AW2399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2399
 AW2399  HISTORY     - Date     Condition        Report By
 AW2399  HISTORY     - 1954     MONUMENTED       CGS
 AW2399  HISTORY     - 1971     GOOD             NGS
 AW2399  HISTORY     - 1987     GOOD             USPSQD
 AW2399  HISTORY     - 19980921 MARK NOT FOUND   LOCENG
 AW2399  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2399  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2399
 AW2399                          STATION DESCRIPTION
 AW2399
 AW2399'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW2399'0.15 MI NE FROM HAMSHIRE.
 AW2399'0.15 MILE NORTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2399'HAMSHIRE, 21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AW2399'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 AW2399'CULVERT.
 AW2399
 AW2399                          STATION RECOVERY (1971)
 AW2399
 AW2399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2399'RECOVERED IN GOOD CONDITION.
 AW2399
 AW2399                          STATION RECOVERY (1987)
 AW2399
 AW2399'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 AW2399'RECOVERED IN GOOD CONDITION.
 AW2399
 AW2399                          STATION RECOVERY (1998)
 AW2399
 AW2399'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998
 AW2399'MARK NOT FOUND.
 AW2399
 AW2399                          STATION RECOVERY (2001)
 AW2399
 AW2399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2399'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2399
 AW2399                          STATION RECOVERY (2001)
 AW2399
 AW2399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2399'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7392 ***********************************************************************
 AH7392  DESIGNATION -  H 1018 RESET
 AH7392  PID         -  AH7392
 AH7392  STATE/COUNTY-  TX/JEFFERSON
 AH7392  USGS QUAD   -  HAMSHIRE (1994)
 AH7392
 AH7392                         *CURRENT SURVEY CONTROL
 AH7392  ___________________________________________________________________
 AH7392* NAD 83(1986)-  29 51 40.     (N)    094 18 21.     (W)     SCALED    
 AH7392* NAVD 88     -         4.27   (+/-2cm)      14.0    (feet)  VERTCON   
 AH7392  ___________________________________________________________________
 AH7392  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AH7392
 AH7392  VERT ORDER  -  THIRD (See Below)
 AH7392
 AH7392.The horizontal coordinates were scaled from a topographic map and have
 AH7392.an estimated accuracy of +/- 6 seconds.
 AH7392
 AH7392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7392.The vertical order pertains to the NGVD 29 superseded value.
 AH7392
 AH7392.The geoid height was determined by GEOID03.
 AH7392
 AH7392;                    North         East    Units  Estimated Accuracy
 AH7392;SPC TXSC     - 4,233,840.    1,053,390.      MT  (+/- 180 meters Scaled)
 AH7392
 AH7392                          SUPERSEDED SURVEY CONTROL
 AH7392
 AH7392  NGVD 29 (01/29/03)    4.27   (m)           14.0    (f) RESET       3  
 AH7392
 AH7392.Superseded values are not recommended for survey control.
 AH7392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7392.See file dsdata.txt to determine how the superseded data were derived.
 AH7392
 AH7392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP738041(NAD 83)
 AH7392_MARKER: DV = VERTICAL CONTROL DISK
 AH7392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7392_SP_SET: CULVERT HEADWALL
 AH7392_STAMPING: H 1018 RESET 1998
 AH7392_MARK LOGO: NGS   
 AH7392_PROJECTION: FLUSH
 AH7392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7392+STABILITY: SURFACE MOTION
 AH7392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7392+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AH7392
 AH7392  HISTORY     - Date     Condition        Report By
 AH7392  HISTORY     - 1998     MONUMENTED       LOCENG
 AH7392  HISTORY     - 20040322 GOOD             USPSQD
 AH7392  HISTORY     - 20060305 GOOD             USPSQD
 AH7392
 AH7392                          STATION DESCRIPTION
 AH7392
 AH7392'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (TJ)
 AH7392'0.45 MILES (0.72 KM) NORTHEAST ALONG STATE HIGHWAY 124 FROM THE POST
 AH7392'OFFICE (NEW LOCATION) AT HAMSHIRE, 21.6 FEET (6.6 M) NORTHWEST OF THE
 AH7392'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE
 AH7392'NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 AH7392
 AH7392                          STATION RECOVERY (2004)
 AH7392
 AH7392'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AH7392'RECOVERED IN GOOD CONDITION.
 AH7392
 AH7392                          STATION RECOVERY (2006)
 AH7392
 AH7392'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AH7392'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0416 ***********************************************************************
 AW0416  DESIGNATION -  H 1019
 AW0416  PID         -  AW0416
 AW0416  STATE/COUNTY-  TX/HARRIS
 AW0416  USGS QUAD   -  HIGHLANDS (1995)
 AW0416
 AW0416                         *CURRENT SURVEY CONTROL
 AW0416  ___________________________________________________________________
 AW0416* NAD 83(1986)-  29 50 35.     (N)    095 00 11.     (W)     SCALED    
 AW0416* NAVD 88     -        12.511  (meters)      41.05   (feet)  ADJUSTED  
 AW0416  ___________________________________________________________________
 AW0416  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0416  DYNAMIC HT  -          12.494 (meters)      40.99  (feet)  COMP
 AW0416  MODELED GRAV-     979,294.0   (mgal)                       NAVD 88
 AW0416
 AW0416  VERT ORDER  -  FIRST     CLASS II
 AW0416
 AW0416.The horizontal coordinates were scaled from a topographic map and have
 AW0416.an estimated accuracy of +/- 6 seconds.
 AW0416
 AW0416.The orthometric height was determined by differential leveling
 AW0416.and adjusted by the National Geodetic Survey in June 1991..
 AW0416
 AW0416.The geoid height was determined by GEOID03.
 AW0416
 AW0416.The dynamic height is computed by dividing the NAVD 88
 AW0416.geopotential number by the normal gravity value computed on the
 AW0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0416.degrees latitude (g = 980.6199 gals.).
 AW0416
 AW0416.The modeled gravity was interpolated from observed gravity values.
 AW0416
 AW0416;                    North         East    Units  Estimated Accuracy
 AW0416;SPC TXSC     - 4,229,330.      986,140.      MT  (+/- 180 meters Scaled)
 AW0416
 AW0416                          SUPERSEDED SURVEY CONTROL
 AW0416
 AW0416  NGVD 29 (12/23/87)   12.509  (m)           41.04   (f) ADJUSTED    1 2
 AW0416
 AW0416.Superseded values are not recommended for survey control.
 AW0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0416.See file dsdata.txt to determine how the superseded data were derived.
 AW0416
 AW0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP064030(NAD 83)
 AW0416_MARKER: DB = BENCH MARK DISK
 AW0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0416_SP_SET: CONCRETE POST
 AW0416_STAMPING: H 1019 1954
 AW0416_MARK LOGO: CGS   
 AW0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0416+STABILITY: SURFACE MOTION
 AW0416
 AW0416  HISTORY     - Date     Condition        Report By
 AW0416  HISTORY     - 1954     MONUMENTED       CGS
 AW0416  HISTORY     - 1964     GOOD             NGS
 AW0416  HISTORY     - 1978     GOOD             NGS
 AW0416  HISTORY     - 1978     GOOD             DOD
 AW0416  HISTORY     - 1986     GOOD             NGS
 AW0416  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 AW0416  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW0416
 AW0416                          STATION DESCRIPTION
 AW0416
 AW0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0416'5.05 MI NE FROM HIGHLANDS.
 AW0416'ABOUT 1.75 MILES NORTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE POST
 AW0416'OFFICE AT HIGHLANDS, THENCE 3.3 MILES EAST ALONG THE BARBERS HILL
 AW0416'ROAD, 92 YARDS NORTH OF THE CENTER OF THE JUNCTION OF HANEY ROAD
 AW0416'LEADING SOUTH, 78 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD AT AN
 AW0416'S-CURVE, 76 FEET NORTHEAST OF A POWER POLE, 1.4 FEET SOUTH OF A METAL
 AW0416'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 AW0416'INCHES.
 AW0416
 AW0416                          STATION RECOVERY (1978)
 AW0416
 AW0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0416'RECOVERED IN GOOD CONDITION.
 AW0416
 AW0416                          STATION RECOVERY (1978)
 AW0416
 AW0416'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0416'RECOVERED IN GOOD CONDITION.
 AW0416
 AW0416                          STATION RECOVERY (1986)
 AW0416
 AW0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0416'RECOVERED IN GOOD CONDITION.
 AW0416
 AW0416                          STATION RECOVERY (1994)
 AW0416
 AW0416'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0416'MARK NOT FOUND.
 AW0416
 AW0416                          STATION RECOVERY (2004)
 AW0416
 AW0416'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0416'THIS IS NOW A FIELD OF 2 FOOT HIGH SAW GRASS. COULD NOT FIND THE MARK.
 AW0416' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1212 ***********************************************************************
 BL1212  DESIGNATION -  H 1020
 BL1212  PID         -  BL1212
 BL1212  STATE/COUNTY-  TX/HARRIS
 BL1212  USGS QUAD   -  HUFFMAN (1980)
 BL1212
 BL1212                         *CURRENT SURVEY CONTROL
 BL1212  ___________________________________________________________________
 BL1212* NAD 83(1986)-  30 01 13.     (N)    095 06 08.     (W)     SCALED    
 BL1212* NAVD 88     -        21.620  (meters)      70.93   (feet)  ADJUSTED  
 BL1212  ___________________________________________________________________
 BL1212  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1212  DYNAMIC HT  -          21.591 (meters)      70.84  (feet)  COMP
 BL1212  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BL1212  OBS GRAVITY -     979,309.4   (mgal)                       GRAV_OBS
 BL1212
 BL1212  VERT ORDER  -  FIRST     CLASS II
 BL1212
 BL1212.The horizontal coordinates were scaled from a topographic map and have
 BL1212.an estimated accuracy of +/- 6 seconds.
 BL1212
 BL1212.The orthometric height was determined by differential leveling
 BL1212.and adjusted by the National Geodetic Survey in June 1991..
 BL1212
 BL1212.The geoid height was determined by GEOID03.
 BL1212
 BL1212.The dynamic height is computed by dividing the NAVD 88
 BL1212.geopotential number by the normal gravity value computed on the
 BL1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1212.degrees latitude (g = 980.6199 gals.).
 BL1212
 BL1212.The modeled gravity was interpolated from observed gravity values.
 BL1212.The observed gravity was obtained from relative gravimeter ties
 BL1212.to the IGSN71 gravity network.
 BL1212
 BL1212;                    North         East    Units  Estimated Accuracy
 BL1212;SPC TXSC     - 4,248,640.      975,910.      MT  (+/- 180 meters Scaled)
 BL1212
 BL1212                          SUPERSEDED SURVEY CONTROL
 BL1212
 BL1212  NGVD 29 (12/23/87)   21.618  (m)           70.93   (f) ADJUSTED    1 2
 BL1212
 BL1212.Superseded values are not recommended for survey control.
 BL1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1212.See file dsdata.txt to determine how the superseded data were derived.
 BL1212
 BL1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP972228(NAD 83)
 BL1212_MARKER: DB = BENCH MARK DISK
 BL1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1212_SP_SET: CONCRETE POST
 BL1212_STAMPING: H 1020 1954
 BL1212_MARK LOGO: CGS   
 BL1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1212+STABILITY: SURFACE MOTION
 BL1212
 BL1212  HISTORY     - Date     Condition        Report By
 BL1212  HISTORY     - 1954     MONUMENTED       CGS
 BL1212  HISTORY     - 1973     GOOD             NGS
 BL1212  HISTORY     - 1978     GOOD             NGS
 BL1212  HISTORY     - 1987     GOOD             NGS
 BL1212  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 BL1212  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1212
 BL1212                          STATION DESCRIPTION
 BL1212
 BL1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1212'0.8 MI W FROM HUFFMAN.
 BL1212'ABOUT 0.8 MILES WEST ALONG HIGHWAY FM 1960 FROM THE INTERSECTION OF FM
 BL1212'2100 AND FM 1960 AT HUFFMAN, 43.5 FEET SOUTH OF THE CENTER LINE OF FM
 BL1212'1960, 172 FEET EAST OF AN ARCO PETROLEUM PIPELINE RUNNING NORTH AND
 BL1212'SOUTH 17.5 FEET NORTHEAST OF A 18 IN. PINE TREE, 66.5 FEET WEST OF A
 BL1212'POWER POLE NO. 12300-10, 2 FEET SOUTH OF A FENCE.  A C AND GS DISK
 BL1212'ABOUT 3.5 FEET SOUTH OF A METAL WITNESS POST ABOUT 3 FEET BELOW THE
 BL1212'LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 BL1212'INCHES.
 BL1212
 BL1212                          STATION RECOVERY (1978)
 BL1212
 BL1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1212'RECOVERED IN GOOD CONDITION.
 BL1212
 BL1212                          STATION RECOVERY (1987)
 BL1212
 BL1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1212'RECOVERED IN GOOD CONDITION.
 BL1212
 BL1212                          STATION RECOVERY (1997)
 BL1212
 BL1212'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1212'MARK NOT FOUND.
 BL1212
 BL1212                          STATION RECOVERY (2004)
 BL1212
 BL1212'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0024 ***********************************************************************
 CR0024  DESIGNATION -  H 1022
 CR0024  PID         -  CR0024
 CR0024  STATE/COUNTY-  TX/HARRISON
 CR0024  USGS QUAD   -  KARNACK (1978)
 CR0024
 CR0024                         *CURRENT SURVEY CONTROL
 CR0024  ___________________________________________________________________
 CR0024* NAD 83(1986)-  32 43 04.     (N)    094 14 38.     (W)     SCALED    
 CR0024* NAVD 88     -        61.330  (meters)     201.21   (feet)  ADJUSTED  
 CR0024  ___________________________________________________________________
 CR0024  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0024  DYNAMIC HT  -          61.262 (meters)     200.99  (feet)  COMP
 CR0024  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 CR0024
 CR0024  VERT ORDER  -  FIRST     CLASS II
 CR0024
 CR0024.The horizontal coordinates were scaled from a topographic map and have
 CR0024.an estimated accuracy of +/- 6 seconds.
 CR0024
 CR0024.The orthometric height was determined by differential leveling
 CR0024.and adjusted by the National Geodetic Survey in June 1991..
 CR0024
 CR0024.The geoid height was determined by GEOID03.
 CR0024
 CR0024.The dynamic height is computed by dividing the NAVD 88
 CR0024.geopotential number by the normal gravity value computed on the
 CR0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0024.degrees latitude (g = 980.6199 gals.).
 CR0024
 CR0024.The modeled gravity was interpolated from observed gravity values.
 CR0024
 CR0024;                    North         East    Units  Estimated Accuracy
 CR0024;SPC TXNC     - 2,124,640.      998,860.      MT  (+/- 180 meters Scaled)
 CR0024
 CR0024                          SUPERSEDED SURVEY CONTROL
 CR0024
 CR0024  NGVD 29 (??/??/92)   61.392  (m)          201.42   (f) ADJ UNCH    1 2
 CR0024
 CR0024.Superseded values are not recommended for survey control.
 CR0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0024.See file dsdata.txt to determine how the superseded data were derived.
 CR0024
 CR0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS834206(NAD 83)
 CR0024_MARKER: DB = BENCH MARK DISK
 CR0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0024_STAMPING: H 1022 1954
 CR0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0024+STABILITY: SURFACE MOTION
 CR0024
 CR0024  HISTORY     - Date     Condition        Report By
 CR0024  HISTORY     - 1954     MONUMENTED       CGS
 CR0024  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 CR0024  HISTORY     - 20030614 MARK NOT FOUND   USPSQD
 CR0024
 CR0024                          STATION DESCRIPTION
 CR0024
 CR0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0024'5.8 MI NW FROM KARNACK.
 CR0024'5.8 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0024'STATION AT KARNACK, 13 RAILS NORTHWEST OF TRESTLE T - 42.5, AT A
 CR0024'PRIVATE ROAD CROSSING, 49.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 26
 CR0024'FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 18 FEET SOUTHEAST
 CR0024'OF AN 8 INCH PINE TREE, 2 FEET NORTHEAST OF A FENCE, 3.5 FEET NORTH OF
 CR0024'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 CR0024'FOOT ABOVE THE GROUND.
 CR0024
 CR0024                          STATION RECOVERY (1998)
 CR0024
 CR0024'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0024'MARK NOT FOUND.
 CR0024
 CR0024                          STATION RECOVERY (2003)
 CR0024
 CR0024'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1576 ***********************************************************************
 BL1576  DESIGNATION -  H 1023
 BL1576  PID         -  BL1576
 BL1576  STATE/COUNTY-  TX/HARRIS
 BL1576  USGS QUAD   -  HOCKLEY (1980)
 BL1576
 BL1576                         *CURRENT SURVEY CONTROL
 BL1576  ___________________________________________________________________
 BL1576* NAD 83(1986)-  30 04 09.     (N)    095 50 30.     (W)     SCALED    
 BL1576* NAVD 88     -        76.975  (meters)     252.54   (feet)  ADJUSTED  
 BL1576  ___________________________________________________________________
 BL1576  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1576  DYNAMIC HT  -          76.871 (meters)     252.20  (feet)  COMP
 BL1576  MODELED GRAV-     979,285.5   (mgal)                       NAVD 88
 BL1576
 BL1576  VERT ORDER  -  FIRST     CLASS II
 BL1576
 BL1576.The horizontal coordinates were scaled from a topographic map and have
 BL1576.an estimated accuracy of +/- 6 seconds.
 BL1576
 BL1576.The orthometric height was determined by differential leveling
 BL1576.and adjusted by the National Geodetic Survey in June 1991..
 BL1576
 BL1576.The geoid height was determined by GEOID03.
 BL1576
 BL1576.The dynamic height is computed by dividing the NAVD 88
 BL1576.geopotential number by the normal gravity value computed on the
 BL1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1576.degrees latitude (g = 980.6199 gals.).
 BL1576
 BL1576.The modeled gravity was interpolated from observed gravity values.
 BL1576
 BL1576;                    North         East    Units  Estimated Accuracy
 BL1576;SPC TXSC     - 4,251,910.      904,470.      MT  (+/- 180 meters Scaled)
 BL1576
 BL1576                          SUPERSEDED SURVEY CONTROL
 BL1576
 BL1576  NGVD 29 (12/23/87)   76.968  (m)          252.52   (f) ADJUSTED    1 2
 BL1576
 BL1576.Superseded values are not recommended for survey control.
 BL1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1576.See file dsdata.txt to determine how the superseded data were derived.
 BL1576
 BL1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP260298(NAD 83)
 BL1576_MARKER: DB = BENCH MARK DISK
 BL1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1576_SP_SET: CONCRETE POST
 BL1576_STAMPING: H 1023 1954
 BL1576_MARK LOGO: CGS   
 BL1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1576+STABILITY: SURFACE MOTION
 BL1576
 BL1576  HISTORY     - Date     Condition        Report By
 BL1576  HISTORY     - 1954     MONUMENTED       CGS
 BL1576  HISTORY     - 1973     GOOD             NGS
 BL1576  HISTORY     - 1978     GOOD             NGS
 BL1576  HISTORY     - 1986     GOOD             NGS
 BL1576  HISTORY     - 1987     GOOD             USPSQD
 BL1576  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1576  HISTORY     - 19940326 GOOD             USPSQD
 BL1576  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 BL1576  HISTORY     - 20050825 MARK NOT FOUND   GEOCAC
 BL1576
 BL1576                          STATION DESCRIPTION
 BL1576
 BL1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1576'3 MI N FROM HOCKLEY.
 BL1576'ABOUT 3 MILES NORTH ALONG HEGAR RD. FROM THE JUNCTION OF US HIGHWAY
 BL1576'290 AND HEGAR RD., AT THE JUNCTION OF HEGAR RD. AND WALLER-TOMBALL
 BL1576'RD., 134.5 FEET EAST OF THE CENTER LINE OF HEGAR RD., 27.3 FEET SOUTH
 BL1576'OF THE CENTER LINE OF WALLER-TOMBALL RD., 1.7 FEET NORTH OF A FENCE,
 BL1576'0.8 FOOT WEST OF A METAL WITNESS POST, 1/2-FOOT BELOW THE LEVEL OF THE
 BL1576'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 BL1576
 BL1576                          STATION RECOVERY (1978)
 BL1576
 BL1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1576'RECOVERED IN GOOD CONDITION.
 BL1576
 BL1576                          STATION RECOVERY (1986)
 BL1576
 BL1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1576'RECOVERED IN GOOD CONDITION.
 BL1576
 BL1576                          STATION RECOVERY (1987)
 BL1576
 BL1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 BL1576'RECOVERED IN GOOD CONDITION.
 BL1576
 BL1576                          STATION RECOVERY (1987)
 BL1576
 BL1576'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1576'MARK NOT FOUND.
 BL1576
 BL1576                          STATION RECOVERY (1994)
 BL1576
 BL1576'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1576'RECOVERED IN GOOD CONDITION.
 BL1576
 BL1576                          STATION RECOVERY (2004)
 BL1576
 BL1576'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 BL1576'BENCH MARK PROBALBY DESTROIED DURING CONSTRUCTION WORK TO CHANGE
 BL1576'INTERSECTION OF HAGER RD AND TOMBALL RD.
 BL1576
 BL1576                          STATION RECOVERY (2005)
 BL1576
 BL1576'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1576'FM 2920, FORMERLY WALLER-TOMBALL RD,WAS REALIGNED SOUTHWARD, BUT AN
 BL1576'UNNAMED PAVED ROAD STILL EXISTS. AT THE ABOVE DESCRIBED JUNCTION,AND
 BL1576'AT THE PRECISE DISTANCE FROM THE TWO ROADS, A ROUND CONCRETE MONUMENT
 BL1576'OF THE TYPE USED IN 1954 WAS FOUND BURIED, KNOCKED OVER HORIZONTALLY,
 BL1576'WITH A SMALL PIECE OF METAL SHANK REMAINING. THE DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1435 ***********************************************************************
 BL1435  DESIGNATION -  H 1024
 BL1435  PID         -  BL1435
 BL1435  STATE/COUNTY-  TX/MONTGOMERY
 BL1435  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1435
 BL1435                         *CURRENT SURVEY CONTROL
 BL1435  ___________________________________________________________________
 BL1435* NAD 83(1986)-  30 13 23.     (N)    095 47 43.     (W)     SCALED    
 BL1435* NAVD 88     -        87.42   (+/-2cm)     286.8    (feet)  VERTCON   
 BL1435  ___________________________________________________________________
 BL1435  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL1435
 BL1435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1435
 BL1435.The horizontal coordinates were scaled from a topographic map and have
 BL1435.an estimated accuracy of +/- 6 seconds.
 BL1435
 BL1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1435.The vertical order pertains to the NGVD 29 superseded value.
 BL1435
 BL1435.The geoid height was determined by GEOID03.
 BL1435
 BL1435;                    North         East    Units  Estimated Accuracy
 BL1435;SPC TX C     - 3,070,590.    1,136,750.      MT  (+/- 180 meters Scaled)
 BL1435
 BL1435                          SUPERSEDED SURVEY CONTROL
 BL1435
 BL1435  NGVD 29 (??/??/92)   87.407  (m)          286.77   (f) ADJ UNCH    2 0
 BL1435
 BL1435.Superseded values are not recommended for survey control.
 BL1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1435.See file dsdata.txt to determine how the superseded data were derived.
 BL1435
 BL1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP309468(NAD 83)
 BL1435_MARKER: DB = BENCH MARK DISK
 BL1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1435_STAMPING: H 1024 1954
 BL1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1435+STABILITY: SURFACE MOTION
 BL1435
 BL1435  HISTORY     - Date     Condition        Report By
 BL1435  HISTORY     - 1954     MONUMENTED       CGS
 BL1435
 BL1435                          STATION DESCRIPTION
 BL1435
 BL1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1435'2.8 MI NW FROM MAGNOLIA.
 BL1435'2.8 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1435'RAILROAD FROM THE STATION AT MAGNOLIA, 2 POLES NORTHWEST OF MILEPOST
 BL1435'25, AT A ROAD CROSSING, 50 FEET SOUTHEAST OF THE CENTER LINE OF A
 BL1435'ROAD, 40 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTHWEST OF A
 BL1435'FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BL1435'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- THE
 BL1435'INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE MISSOURI PACIFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0281 ***********************************************************************
 CR0281  DESIGNATION -  H 1025
 CR0281  PID         -  CR0281
 CR0281  STATE/COUNTY-  TX/WOOD
 CR0281  USGS QUAD   -  WINNSBORO (1980)
 CR0281
 CR0281                         *CURRENT SURVEY CONTROL
 CR0281  ___________________________________________________________________
 CR0281* NAD 83(1986)-  32 57 20.     (N)    095 17 10.     (W)     SCALED    
 CR0281* NAVD 88     -       156.479  (meters)     513.38   (feet)  ADJUSTED  
 CR0281  ___________________________________________________________________
 CR0281  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR0281  DYNAMIC HT  -         156.304 (meters)     512.81  (feet)  COMP
 CR0281  MODELED GRAV-     979,516.9   (mgal)                       NAVD 88
 CR0281
 CR0281  VERT ORDER  -  FIRST     CLASS II
 CR0281
 CR0281.The horizontal coordinates were scaled from a topographic map and have
 CR0281.an estimated accuracy of +/- 6 seconds.
 CR0281
 CR0281.The orthometric height was determined by differential leveling
 CR0281.and adjusted by the National Geodetic Survey in June 1991..
 CR0281
 CR0281.The geoid height was determined by GEOID03.
 CR0281
 CR0281.The dynamic height is computed by dividing the NAVD 88
 CR0281.geopotential number by the normal gravity value computed on the
 CR0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0281.degrees latitude (g = 980.6199 gals.).
 CR0281
 CR0281.The modeled gravity was interpolated from observed gravity values.
 CR0281
 CR0281;                    North         East    Units  Estimated Accuracy
 CR0281;SPC TXNC     - 2,147,520.      900,410.      MT  (+/- 180 meters Scaled)
 CR0281
 CR0281                          SUPERSEDED SURVEY CONTROL
 CR0281
 CR0281  NGVD 29 (??/??/92)  156.482  (m)          513.39   (f) ADJ UNCH    1 2
 CR0281
 CR0281.Superseded values are not recommended for survey control.
 CR0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0281.See file dsdata.txt to determine how the superseded data were derived.
 CR0281
 CR0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS863486(NAD 83)
 CR0281_MARKER: DB = BENCH MARK DISK
 CR0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0281_STAMPING: H 1025 1954
 CR0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0281+STABILITY: SURFACE MOTION
 CR0281
 CR0281  HISTORY     - Date     Condition        Report By
 CR0281  HISTORY     - 1954     MONUMENTED       CGS
 CR0281  HISTORY     - 19950826 POOR             USPSQD
 CR0281
 CR0281                          STATION DESCRIPTION
 CR0281
 CR0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0281'0.2 MI E FROM WINNSBORO.
 CR0281'0.2 MILE EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0281'STATION AT WINNSBORO, 119 FEET WEST OF A FENCE CORNER, 53 FEET
 CR0281'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 36 FEET SOUTH OF THE SOUTH
 CR0281'RAIL OF THE MAIN TRACK, 5 FEET SOUTH OF A TELEPHONE POLE, 2.4 FEET
 CR0281'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CR0281'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CR0281
 CR0281                          STATION RECOVERY (1995)
 CR0281
 CR0281'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0281'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2198 ***********************************************************************
 AW2198  DESIGNATION -  H 1026
 AW2198  PID         -  AW2198
 AW2198  STATE/COUNTY-  TX/WALLER
 AW2198  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2198
 AW2198                         *CURRENT SURVEY CONTROL
 AW2198  ___________________________________________________________________
 AW2198* NAD 83(1986)-  29 57 48.     (N)    095 54 27.     (W)     SCALED    
 AW2198* NAVD 88     -        64.96   (+/-2cm)     213.1    (feet)  VERTCON   
 AW2198  ___________________________________________________________________
 AW2198  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW2198
 AW2198  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2198
 AW2198.The horizontal coordinates were scaled from a topographic map and have
 AW2198.an estimated accuracy of +/- 6 seconds.
 AW2198
 AW2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2198.The vertical order pertains to the NGVD 29 superseded value.
 AW2198
 AW2198.The geoid height was determined by GEOID03.
 AW2198
 AW2198;                    North         East    Units  Estimated Accuracy
 AW2198;SPC TXSC     - 4,240,010.      898,440.      MT  (+/- 180 meters Scaled)
 AW2198
 AW2198                          SUPERSEDED SURVEY CONTROL
 AW2198
 AW2198  NGVD 29 (04/06/79)   64.946  (m)          213.08   (f) ADJUSTED    1 2
 AW2198
 AW2198.Superseded values are not recommended for survey control.
 AW2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2198.See file dsdata.txt to determine how the superseded data were derived.
 AW2198
 AW2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP194182(NAD 83)
 AW2198_MARKER: DB = BENCH MARK DISK
 AW2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2198_STAMPING: H 1026 1954
 AW2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2198+STABILITY: SURFACE MOTION
 AW2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2198+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2198
 AW2198  HISTORY     - Date     Condition        Report By
 AW2198  HISTORY     - 1954     MONUMENTED       CGS
 AW2198  HISTORY     - 1978     GOOD             NGS
 AW2198  HISTORY     - 20041014 GOOD             USPSQD
 AW2198
 AW2198                          STATION DESCRIPTION
 AW2198
 AW2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW2198'7.15 MI S FROM WALLER.
 AW2198'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW2198'RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG MATHIS ROAD,
 AW2198'ON THE OUTSIDE OF A CURVE IN THE ROAD, 45 FEET SOUTHEAST OF THE CENTER
 AW2198'LINE OF MATHIS ROAD, 0.1 MILE SOUTH OF A FARMHOUSE, 1 FOOT WEST OF A
 AW2198'FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AW2198'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AW2198
 AW2198                          STATION RECOVERY (1978)
 AW2198
 AW2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2198'RECOVERED IN GOOD CONDITION.
 AW2198
 AW2198                          STATION RECOVERY (2004)
 AW2198
 AW2198'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2198'METAL WETNESS POST. ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0216 ***********************************************************************
 AX0216  DESIGNATION -  H 1028
 AX0216  PID         -  AX0216
 AX0216  STATE/COUNTY-  TX/WALLER
 AX0216  USGS QUAD   -  SUNNY SIDE (1980)
 AX0216
 AX0216                         *CURRENT SURVEY CONTROL
 AX0216  ___________________________________________________________________
 AX0216* NAD 83(1986)-  29 54 13.     (N)    096 01 02.     (W)     SCALED    
 AX0216* NAVD 88     -        50.72   (+/-2cm)     166.4    (feet)  VERTCON   
 AX0216  ___________________________________________________________________
 AX0216  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AX0216
 AX0216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0216
 AX0216.The horizontal coordinates were scaled from a topographic map and have
 AX0216.an estimated accuracy of +/- 6 seconds.
 AX0216
 AX0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0216.The vertical order pertains to the NGVD 29 superseded value.
 AX0216
 AX0216.The geoid height was determined by GEOID03.
 AX0216
 AX0216;                    North         East    Units  Estimated Accuracy
 AX0216;SPC TXSC     - 4,233,120.      888,020.      MT  (+/- 180 meters Scaled)
 AX0216
 AX0216                          SUPERSEDED SURVEY CONTROL
 AX0216
 AX0216  NGVD 29 (??/??/92)   50.707  (m)          166.36   (f) ADJ UNCH    2 0
 AX0216
 AX0216.Superseded values are not recommended for survey control.
 AX0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0216.See file dsdata.txt to determine how the superseded data were derived.
 AX0216
 AX0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU880118(NAD 83)
 AX0216_MARKER: DB = BENCH MARK DISK
 AX0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0216_STAMPING: H 1028 1954
 AX0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0216+STABILITY: SURFACE MOTION
 AX0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0216+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AX0216
 AX0216  HISTORY     - Date     Condition        Report By
 AX0216  HISTORY     - 1954     MONUMENTED       CGS
 AX0216  HISTORY     - 20041016 GOOD             USPSQD
 AX0216
 AX0216                          STATION DESCRIPTION
 AX0216
 AX0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0216'9.45 MI NW FROM BROOKSHIRE.
 AX0216'0.2 MILE WEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 AX0216'FROM THE STATION AT BROOKSHIRE, THENCE 9.25 MILES NORTHWEST ALONG FARM
 AX0216'ROAD 359, 51 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 200 FEET
 AX0216'SOUTH OF A SMALL CULVERT, 2.3 FEET EAST OF A FENCE, 2.8 FEET SOUTH OF
 AX0216'A WITNESS POST, 1.0 MILE SOUTH OF BENCH MARK S 1026, SET IN THE TOP OF
 AX0216'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AX0216
 AX0216                          STATION RECOVERY (2004)
 AX0216
 AX0216'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0216'METAL WITNESS POST AND ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0158 ***********************************************************************
 BM0158  DESIGNATION -  H 1029
 BM0158  PID         -  BM0158
 BM0158  STATE/COUNTY-  TX/WALLER
 BM0158  USGS QUAD   -  HEMPSTEAD (1980)
 BM0158
 BM0158                         *CURRENT SURVEY CONTROL
 BM0158  ___________________________________________________________________
 BM0158* NAD 83(1986)-  30 02 52.     (N)    096 06 31.     (W)     SCALED    
 BM0158* NAVD 88     -        52.86   (+/-2cm)     173.4    (feet)  VERTCON   
 BM0158  ___________________________________________________________________
 BM0158  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BM0158
 BM0158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0158
 BM0158.The horizontal coordinates were scaled from a topographic map and have
 BM0158.an estimated accuracy of +/- 6 seconds.
 BM0158
 BM0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0158.The vertical order pertains to the NGVD 29 superseded value.
 BM0158
 BM0158.The geoid height was determined by GEOID03.
 BM0158
 BM0158;                    North         East    Units  Estimated Accuracy
 BM0158;SPC TXSC     - 4,248,870.      878,800.      MT  (+/- 180 meters Scaled)
 BM0158
 BM0158                          SUPERSEDED SURVEY CONTROL
 BM0158
 BM0158  NGVD 29 (??/??/92)   52.842  (m)          173.37   (f) ADJ UNCH    2 0
 BM0158
 BM0158.Superseded values are not recommended for survey control.
 BM0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0158.See file dsdata.txt to determine how the superseded data were derived.
 BM0158
 BM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU787276(NAD 83)
 BM0158_MARKER: DB = BENCH MARK DISK
 BM0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0158_STAMPING: H 1029 1954
 BM0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0158+STABILITY: SURFACE MOTION
 BM0158
 BM0158  HISTORY     - Date     Condition        Report By
 BM0158  HISTORY     - 1954     MONUMENTED       CGS
 BM0158  HISTORY     - 19910726 GOOD             USPSQD
 BM0158  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0158  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BM0158
 BM0158                          STATION DESCRIPTION
 BM0158
 BM0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0158'4.25 MI S FROM HEMPSTEAD.
 BM0158'4.25 MILES SOUTH ALONG STATE HIGHWAY 159 FROM THE COURTHOUSE AT
 BM0158'HEMPSTEAD, 0.1 MILE NORTH OF A BRIDGE OVER THE BRAZOS RIVER, 54 FEET
 BM0158'WEST OF THE CENTER LINE OF THE HIGHWAY, 2.6 FEET EAST OF A FENCE, 3.2
 BM0158'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0158'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0158
 BM0158                          STATION RECOVERY (1991)
 BM0158
 BM0158'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0158'RECOVERED IN GOOD CONDITION.
 BM0158
 BM0158                          STATION RECOVERY (1999)
 BM0158
 BM0158'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0158'MARK NOT FOUND.
 BM0158
 BM0158                          STATION RECOVERY (2005)
 BM0158
 BM0158'RECOVERY NOTE BY US POWER SQUADRON 2005 (CG)
 BM0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0010 ***********************************************************************
 BO0010  DESIGNATION -  H 103
 BO0010  PID         -  BO0010
 BO0010  STATE/COUNTY-  TX/SUTTON
 BO0010  USGS QUAD   -  FORT TERRETT RANCH (1987)
 BO0010
 BO0010                         *CURRENT SURVEY CONTROL
 BO0010  ___________________________________________________________________
 BO0010* NAD 83(1986)-  30 26 19.     (N)    100 08 41.     (W)     SCALED    
 BO0010* NAVD 88     -       703.307  (meters)    2307.43   (feet)  POSTED    
 BO0010  ___________________________________________________________________
 BO0010  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BO0010  DYNAMIC HT  -         702.300 (meters)    2304.13  (feet)  COMP
 BO0010  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 BO0010
 BO0010  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BO0010
 BO0010.The horizontal coordinates were scaled from a topographic map and have
 BO0010.an estimated accuracy of +/- 6 seconds.
 BO0010
 BO0010.The orthometric height was determined by differential leveling
 BO0010.and adjusted by the National Geodetic Survey in 1992..
 BO0010.No vertical observational check was made to the station.
 BO0010.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BO0010.was located on a no-check spur therefore a value was not computed.
 BO0010
 BO0010.The geoid height was determined by GEOID03.
 BO0010
 BO0010.The dynamic height is computed by dividing the NAVD 88
 BO0010.geopotential number by the normal gravity value computed on the
 BO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0010.degrees latitude (g = 980.6199 gals.).
 BO0010
 BO0010.The modeled gravity was interpolated from observed gravity values.
 BO0010
 BO0010;                    North         East    Units  Estimated Accuracy
 BO0010;SPC TX C     - 3,085,590.      718,120.      MT  (+/- 180 meters Scaled)
 BO0010
 BO0010                          SUPERSEDED SURVEY CONTROL
 BO0010
 BO0010  NGVD 29 (??/??/92)  703.219  (m)         2307.14   (f) ADJ UNCH    1 2
 BO0010
 BO0010.Superseded values are not recommended for survey control.
 BO0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0010.See file dsdata.txt to determine how the superseded data were derived.
 BO0010
 BO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU900679(NAD 83)
 BO0010_MARKER: DB = BENCH MARK DISK
 BO0010_SETTING: 66 = SET IN ROCK OUTCROP
 BO0010_SP_SET: BEDROCK
 BO0010_STAMPING: H 103 1932
 BO0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0010+STABILITY: POSITION/ELEVATION WELL
 BO0010
 BO0010  HISTORY     - Date     Condition        Report By
 BO0010  HISTORY     - 1932     MONUMENTED       CGS
 BO0010  HISTORY     - 1958     GOOD             NGS
 BO0010
 BO0010                          STATION DESCRIPTION
 BO0010
 BO0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0010'26.6 MI W FROM JUNCTION.
 BO0010'ABOUT 23.3 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0010'JUNCTION, THENCE 1.3 MILES SOUTH ALONG A DIRT ROAD, THENCE 2.0 MILES
 BO0010'WEST ALONG THE OLD HIGHWAY.  IN THE TOP OF BEDROCK SURROUNDED BY A
 BO0010'CIRCLE OF LOOSE ROCK, 50 FEET NORTH OF THE CENTER LINE OF THE OLD
 BO0010'HIGHWAY, 10 FEET NORTH OF A FENCE LINE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0141 ***********************************************************************
 BM0141  DESIGNATION -  H 1030 RESET 1963
 BM0141  PID         -  BM0141
 BM0141  STATE/COUNTY-  TX/WALLER
 BM0141  USGS QUAD   -  HOWTH (1979)
 BM0141
 BM0141                         *CURRENT SURVEY CONTROL
 BM0141  ___________________________________________________________________
 BM0141* NAD 83(1986)-  30 09 56.     (N)    096 03 20.     (W)     SCALED    
 BM0141* NAVD 88     -        83.53   (+/-2cm)     274.0    (feet)  VERTCON   
 BM0141  ___________________________________________________________________
 BM0141  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BM0141
 BM0141  VERT ORDER  -  THIRD (See Below)
 BM0141
 BM0141.The horizontal coordinates were scaled from a topographic map and have
 BM0141.an estimated accuracy of +/- 6 seconds.
 BM0141
 BM0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0141.The vertical order pertains to the NGVD 29 superseded value.
 BM0141
 BM0141.The geoid height was determined by GEOID03.
 BM0141
 BM0141;                    North         East    Units  Estimated Accuracy
 BM0141;SPC TXSC     - 4,262,050.      883,590.      MT  (+/- 180 meters Scaled)
 BM0141
 BM0141                          SUPERSEDED SURVEY CONTROL
 BM0141
 BM0141  NGVD 29 (01/29/03)   83.52   (m)          274.0    (f) RESET       3  
 BM0141
 BM0141.Superseded values are not recommended for survey control.
 BM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0141.See file dsdata.txt to determine how the superseded data were derived.
 BM0141
 BM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU835407(NAD 83)
 BM0141_MARKER: DB = BENCH MARK DISK
 BM0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0141_STAMPING: H 1030 RESET 1963
 BM0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0141+STABILITY: SURFACE MOTION
 BM0141
 BM0141  HISTORY     - Date     Condition        Report By
 BM0141  HISTORY     - 1963     MONUMENTED       TXHD
 BM0141  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0141
 BM0141                          STATION DESCRIPTION
 BM0141
 BM0141'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1963
 BM0141'1.36 MI E FROM HOWTH.
 BM0141'0.35 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0141'STATION SIGN AT HOWTH, THENCE, 1.01 MILES EAST ALONG FARM ROAD 1736,
 BM0141'48.4 FEET NORTH OF THE CENTERLINE OF FARM ROAD 1736, 1.6 FEET SOUTH OF
 BM0141'A FENCE, 2.4 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 BM0141'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BM0141
 BM0141                          STATION RECOVERY (1991)
 BM0141
 BM0141'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1561 ***********************************************************************
 BL1561  DESIGNATION -  H 1031
 BL1561  PID         -  BL1561
 BL1561  STATE/COUNTY-  TX/WALLER
 BL1561  USGS QUAD   -  WALLER NW (1980)
 BL1561
 BL1561                         *CURRENT SURVEY CONTROL
 BL1561  ___________________________________________________________________
 BL1561* NAD 83(1986)-  30 07 47.     (N)    095 54 36.     (W)     SCALED    
 BL1561* NAVD 88     -        77.76   (+/-2cm)     255.1    (feet)  VERTCON   
 BL1561  ___________________________________________________________________
 BL1561  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1561
 BL1561  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1561
 BL1561.The horizontal coordinates were scaled from a topographic map and have
 BL1561.an estimated accuracy of +/- 6 seconds.
 BL1561
 BL1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1561.The vertical order pertains to the NGVD 29 superseded value.
 BL1561
 BL1561.The geoid height was determined by GEOID03.
 BL1561
 BL1561;                    North         East    Units  Estimated Accuracy
 BL1561;SPC TXSC     - 4,258,440.      897,710.      MT  (+/- 180 meters Scaled)
 BL1561
 BL1561                          SUPERSEDED SURVEY CONTROL
 BL1561
 BL1561  NGVD 29 (??/??/92)   77.746  (m)          255.07   (f) ADJ UNCH    2 0
 BL1561
 BL1561.Superseded values are not recommended for survey control.
 BL1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1561.See file dsdata.txt to determine how the superseded data were derived.
 BL1561
 BL1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP196367(NAD 83)
 BL1561_MARKER: DB = BENCH MARK DISK
 BL1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1561_STAMPING: H 1031 1954
 BL1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1561+STABILITY: SURFACE MOTION
 BL1561
 BL1561  HISTORY     - Date     Condition        Report By
 BL1561  HISTORY     - 1954     MONUMENTED       CGS
 BL1561  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1561  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1561  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1561
 BL1561                          STATION DESCRIPTION
 BL1561
 BL1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1561'6.0 MI N FROM WALLER.
 BL1561'0.35 MILE EAST ALONG AN OILED STREET FROM THE TEXAS AND NEW ORLEANS
 BL1561'RAILROAD STATION AT WALLER, THENCE 4.8 MILES NORTH ALONG THE FIELDS
 BL1561'STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER ROAD, THENCE 0.45 MILE
 BL1561'NORTH ALONG THE FIELDS STORE ROAD, 0.15 MILE NORTH OF THE HARRIS AND
 BL1561'WALLER COUNTY LINE, 50 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BL1561'16 FEET NORTH OF THE CENTER OF A WIRE GATE, 1.4 FEET WEST OF A FENCE,
 BL1561'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BL1561'GROUND.
 BL1561
 BL1561                          STATION RECOVERY (1978)
 BL1561
 BL1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1561'NOT RECOVERED.
 BL1561
 BL1561                          STATION RECOVERY (1987)
 BL1561
 BL1561'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1561'MARK NOT FOUND.
 BL1561
 BL1561                          STATION RECOVERY (2005)
 BL1561
 BL1561'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWB)
 BL1561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1519 ***********************************************************************
 BL1519  DESIGNATION -  H 1033
 BL1519  PID         -  BL1519
 BL1519  STATE/COUNTY-  TX/GRIMES
 BL1519  USGS QUAD   -  STONEHAM (1961)
 BL1519
 BL1519                         *CURRENT SURVEY CONTROL
 BL1519  ___________________________________________________________________
 BL1519* NAD 83(1986)-  30 15 48.     (N)    095 54 48.     (W)     SCALED    
 BL1519* NAVD 88     -       111.76   (+/-2cm)     366.7    (feet)  VERTCON   
 BL1519  ___________________________________________________________________
 BL1519  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL1519
 BL1519  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1519
 BL1519.The horizontal coordinates were scaled from a topographic map and have
 BL1519.an estimated accuracy of +/- 6 seconds.
 BL1519
 BL1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1519.The vertical order pertains to the NGVD 29 superseded value.
 BL1519
 BL1519.The geoid height was determined by GEOID03.
 BL1519
 BL1519;                    North         East    Units  Estimated Accuracy
 BL1519;SPC TX C     - 3,074,590.    1,125,210.      MT  (+/- 180 meters Scaled)
 BL1519
 BL1519                          SUPERSEDED SURVEY CONTROL
 BL1519
 BL1519  NGVD 29 (??/??/92)  111.738  (m)          366.59   (f) ADJ UNCH    2 0
 BL1519
 BL1519.Superseded values are not recommended for survey control.
 BL1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1519.See file dsdata.txt to determine how the superseded data were derived.
 BL1519
 BL1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP197515(NAD 83)
 BL1519_MARKER: DB = BENCH MARK DISK
 BL1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1519_STAMPING: H 1033 1954
 BL1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1519+STABILITY: SURFACE MOTION
 BL1519
 BL1519  HISTORY     - Date     Condition        Report By
 BL1519  HISTORY     - 1954     MONUMENTED       CGS
 BL1519  HISTORY     - 19991104 GOOD             USPSQD
 BL1519
 BL1519                          STATION DESCRIPTION
 BL1519
 BL1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1519'16.7 MI SE FROM NAVASOTA.
 BL1519'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1519'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1519'GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG FARM ROAD 245, THENCE 2.1
 BL1519'MILES EAST ALONG A GRAVELED ROAD, THENCE 1.6 MILES EAST ALONG A SANDY
 BL1519'TRACK ROAD, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, ON THE
 BL1519'OUTSIDE OF A CURVE IN THE ROAD, 2 FEET WEST OF A FENCE, 3 FEET SOUTH
 BL1519'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL1519'0.8 FOOT ABOVE THE GROUND.
 BL1519
 BL1519                          STATION RECOVERY (1999)
 BL1519
 BL1519'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0363 ***********************************************************************
 DN0363  DESIGNATION -  H 1035
 DN0363  PID         -  DN0363
 DN0363  STATE/COUNTY-  TX/COLLIN
 DN0363  USGS QUAD   -  FRISCO (1981)
 DN0363
 DN0363                         *CURRENT SURVEY CONTROL
 DN0363  ___________________________________________________________________
 DN0363* NAD 83(1986)-  33 09 09.     (N)    096 46 08.     (W)     SCALED    
 DN0363* NAVD 88     -       220.135  (meters)     722.23   (feet)  ADJUSTED  
 DN0363  ___________________________________________________________________
 DN0363  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DN0363  DYNAMIC HT  -         219.893 (meters)     721.43  (feet)  COMP
 DN0363  MODELED GRAV-     979,531.2   (mgal)                       NAVD 88
 DN0363
 DN0363  VERT ORDER  -  SECOND    CLASS 0
 DN0363
 DN0363.The horizontal coordinates were scaled from a topographic map and have
 DN0363.an estimated accuracy of +/- 6 seconds.
 DN0363
 DN0363.The orthometric height was determined by differential leveling
 DN0363.and adjusted by the National Geodetic Survey in June 1991..
 DN0363
 DN0363.The geoid height was determined by GEOID03.
 DN0363
 DN0363.The dynamic height is computed by dividing the NAVD 88
 DN0363.geopotential number by the normal gravity value computed on the
 DN0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0363.degrees latitude (g = 980.6199 gals.).
 DN0363
 DN0363.The modeled gravity was interpolated from observed gravity values.
 DN0363
 DN0363;                    North         East    Units  Estimated Accuracy
 DN0363;SPC TXNC     - 2,166,090.      761,470.      MT  (+/- 180 meters Scaled)
 DN0363
 DN0363                          SUPERSEDED SURVEY CONTROL
 DN0363
 DN0363  NGVD 29 (??/??/92)  220.156  (m)          722.30   (f) ADJ UNCH    2 0
 DN0363
 DN0363.Superseded values are not recommended for survey control.
 DN0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0363.See file dsdata.txt to determine how the superseded data were derived.
 DN0363
 DN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB080704(NAD 83)
 DN0363_MARKER: DB = BENCH MARK DISK
 DN0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0363_STAMPING: H 1035 1954
 DN0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0363+STABILITY: SURFACE MOTION
 DN0363
 DN0363  HISTORY     - Date     Condition        Report By
 DN0363  HISTORY     - 1954     MONUMENTED       CGS
 DN0363  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 DN0363  HISTORY     - 19910713 MARK NOT FOUND   USPSQD
 DN0363  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0363
 DN0363                          STATION DESCRIPTION
 DN0363
 DN0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0363'3.4 MI E FROM FRISCO.
 DN0363'1.5 MILES EAST ALONG STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0363'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, THENCE 1.9 MILES EAST
 DN0363'ALONG FARM ROAD 720, 38 FEET NORTH OF THE CENTER LINE OF THE FARM
 DN0363'ROAD, 29 FEET EAST OF THE CENTER LINE OF A DRIVEWAY LEADING TO A
 DN0363'FARMHOUSE, 2.5 FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST,
 DN0363'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 DN0363'GROUND.
 DN0363
 DN0363                          STATION RECOVERY (1991)
 DN0363
 DN0363'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0363'MARK NOT FOUND.
 DN0363
 DN0363                          STATION RECOVERY (1991)
 DN0363
 DN0363'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0363'MARK NOT FOUND.
 DN0363
 DN0363                          STATION RECOVERY (2005)
 DN0363
 DN0363'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0248 ***********************************************************************
 BL0248  DESIGNATION -  H 1036
 BL0248  PID         -  BL0248
 BL0248  STATE/COUNTY-  TX/ORANGE
 BL0248  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0248
 BL0248                         *CURRENT SURVEY CONTROL
 BL0248  ___________________________________________________________________
 BL0248* NAD 83(1986)-  30 05 22.     (N)    094 04 44.     (W)     SCALED    
 BL0248* NAVD 88     -         4.451  (meters)      14.60   (feet)  ADJUSTED  
 BL0248  ___________________________________________________________________
 BL0248  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0248  DYNAMIC HT  -           4.445 (meters)      14.58  (feet)  COMP
 BL0248  MODELED GRAV-     979,308.4   (mgal)                       NAVD 88
 BL0248
 BL0248  VERT ORDER  -  FIRST     CLASS I
 BL0248
 BL0248.The horizontal coordinates were scaled from a topographic map and have
 BL0248.an estimated accuracy of +/- 6 seconds.
 BL0248
 BL0248.The orthometric height was determined by differential leveling
 BL0248.and adjusted by the National Geodetic Survey in June 1991..
 BL0248
 BL0248.The geoid height was determined by GEOID03.
 BL0248
 BL0248.The dynamic height is computed by dividing the NAVD 88
 BL0248.geopotential number by the normal gravity value computed on the
 BL0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0248.degrees latitude (g = 980.6199 gals.).
 BL0248
 BL0248.The modeled gravity was interpolated from observed gravity values.
 BL0248
 BL0248;                    North         East    Units  Estimated Accuracy
 BL0248;SPC TX C     - 3,063,810.    1,302,610.      MT  (+/- 180 meters Scaled)
 BL0248
 BL0248                          SUPERSEDED SURVEY CONTROL
 BL0248
 BL0248  NGVD 29 (??/??/??)    4.444  (m)           14.58   (f) ADJUSTED    1 1
 BL0248
 BL0248.Superseded values are not recommended for survey control.
 BL0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0248.See file dsdata.txt to determine how the superseded data were derived.
 BL0248
 BL0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP960291(NAD 83)
 BL0248_MARKER: DB = BENCH MARK DISK
 BL0248_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BL0248+WITH SETTING: PAVEMENT
 BL0248_SP_SET: FOUNDATION
 BL0248_STAMPING: H 1036 1955
 BL0248_MARK LOGO: CGS   
 BL0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0248+STABILITY: SURFACE MOTION
 BL0248
 BL0248  HISTORY     - Date     Condition        Report By
 BL0248  HISTORY     - 1955     MONUMENTED       CGS
 BL0248  HISTORY     - 1972     GOOD             NGS
 BL0248  HISTORY     - 1986     GOOD             NGS
 BL0248  HISTORY     - 19890221 GOOD             USPSQD
 BL0248  HISTORY     - 19890821 GOOD             USPSQD
 BL0248  HISTORY     - 19910817 GOOD             USPSQD
 BL0248  HISTORY     - 19930202 GOOD             USPSQD
 BL0248
 BL0248                          STATION DESCRIPTION
 BL0248
 BL0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0248'1.2 MI NE FROM BEAUMONT.
 BL0248'ABOUT 1.1 MILES NORTHEAST ALONG THE KANSAS CITY SOUTHERN RAILROAD FROM
 BL0248'THE SOUTHWEST END OF THE RAILROAD BRIDGE OVER THE NECHES RIVER AT
 BL0248'BEAUMONT, THENCE 0.1 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC
 BL0248'RAILROAD, 13 RAILS SOUTHWEST OF THE CENTER OF THE CROSSING OF THE
 BL0248'SOUTHERN PACIFIC RAILROAD AND THE KANSAS CITY SOUTHERN RAILROAD, 6.3
 BL0248'FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE WEST
 BL0248'CORNER OF THE CONCRETE BASE FOR A SIGNAL LIGHT FOUNDATION, AND 1 FOOT
 BL0248'ABOVE THE LEVEL OF THE GROUN.  NOTE-- THE SIGNAL LIGHT HAS BEEN
 BL0248'REMOVED.
 BL0248
 BL0248                          STATION RECOVERY (1986)
 BL0248
 BL0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0248'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 BL0248'RAIL MENTIONED THEREIN NO LONGER EXISTS.
 BL0248
 BL0248                          STATION RECOVERY (1989)
 BL0248
 BL0248'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0248'RECOVERED IN GOOD CONDITION.
 BL0248
 BL0248                          STATION RECOVERY (1989)
 BL0248
 BL0248'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0248'RECOVERED IN GOOD CONDITION.
 BL0248
 BL0248                          STATION RECOVERY (1991)
 BL0248
 BL0248'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0248'RECOVERED IN GOOD CONDITION.
 BL0248
 BL0248                          STATION RECOVERY (1993)
 BL0248
 BL0248'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1759 ***********************************************************************
 BK1759  DESIGNATION -  H 1037
 BK1759  PID         -  BK1759
 BK1759  STATE/COUNTY-  TX/ORANGE
 BK1759  USGS QUAD   -  ORANGEFIELD (1974)
 BK1759
 BK1759                         *CURRENT SURVEY CONTROL
 BK1759  ___________________________________________________________________
 BK1759* NAD 83(1986)-  30 04 06.     (N)    093 47 50.     (W)     SCALED    
 BK1759* NAVD 88     -         3.01   (+/-2cm)       9.9    (feet)  VERTCON   
 BK1759  ___________________________________________________________________
 BK1759  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK1759
 BK1759  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1759
 BK1759.The horizontal coordinates were scaled from a topographic map and have
 BK1759.an estimated accuracy of +/- 6 seconds.
 BK1759
 BK1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1759.The vertical order pertains to the NGVD 29 superseded value.
 BK1759
 BK1759.The geoid height was determined by GEOID03.
 BK1759
 BK1759;                    North         East    Units  Estimated Accuracy
 BK1759;SPC TX C     - 3,063,040.    1,329,860.      MT  (+/- 180 meters Scaled)
 BK1759
 BK1759                          SUPERSEDED SURVEY CONTROL
 BK1759
 BK1759  NGVD 29 (??/??/??)    2.965  (m)            9.73   (f) ADJUSTED    1 1
 BK1759
 BK1759.Superseded values are not recommended for survey control.
 BK1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1759.See file dsdata.txt to determine how the superseded data were derived.
 BK1759
 BK1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP231266(NAD 83)
 BK1759_MARKER: DB = BENCH MARK DISK
 BK1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1759_STAMPING: H 1037 1955
 BK1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1759+STABILITY: SURFACE MOTION
 BK1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1759+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 BK1759
 BK1759  HISTORY     - Date     Condition        Report By
 BK1759  HISTORY     - 1955     MONUMENTED       CGS
 BK1759  HISTORY     - 1972     GOOD             NGS
 BK1759  HISTORY     - 1988     GOOD             USPSQD
 BK1759  HISTORY     - 1989     GOOD             USPSQD
 BK1759  HISTORY     - 1989     GOOD             USPSQD
 BK1759  HISTORY     - 1990     GOOD             USPSQD
 BK1759  HISTORY     - 19960427 GOOD             USPSQD
 BK1759  HISTORY     - 20000621 GOOD             LOCSUR
 BK1759  HISTORY     - 20010331 GOOD             USPSQD
 BK1759  HISTORY     - 20040314 GOOD             USPSQD
 BK1759
 BK1759                          STATION DESCRIPTION
 BK1759
 BK1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1759'4.0 MI SW FROM ORANGE.
 BK1759'ABOUT 1.9 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1759'STATION AT ORANGE, THENCE 2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 87
 BK1759'79 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 76.5 FEET
 BK1759'SOUTHWEST OF THE CENTER LINE OF A SHELL DRIVEWAY TO THE E.W. BROWN
 BK1759'AIRPORT, 22.8 FEET NORTH OF A TELEPHONE CABLE MARKER POST NO. S.S.,
 BK1759'1.7 FEET WEST OF A FENCE LINE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BK1759'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BK1759
 BK1759                          STATION RECOVERY (1988)
 BK1759
 BK1759'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1759'RECOVERED IN GOOD CONDITION.
 BK1759
 BK1759                          STATION RECOVERY (1989)
 BK1759
 BK1759'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 BK1759'RECOVERED IN GOOD CONDITION.
 BK1759
 BK1759                          STATION RECOVERY (1989)
 BK1759
 BK1759'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 BK1759'RECOVERED IN GOOD CONDITION.
 BK1759
 BK1759                          STATION RECOVERY (1990)
 BK1759
 BK1759'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 BK1759'RECOVERED IN GOOD CONDITION.
 BK1759
 BK1759                          STATION RECOVERY (1996)
 BK1759
 BK1759'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1759'RECOVERED IN GOOD CONDITION.
 BK1759
 BK1759                          STATION RECOVERY (2000)
 BK1759
 BK1759'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KJD)
 BK1759'RECOVERED IN GOOD CONDITION.
 BK1759
 BK1759                          STATION RECOVERY (2001)
 BK1759
 BK1759'RECOVERY NOTE BY US POWER SQUADRON 2001 (WDC)
 BK1759'RECOVERED IN GOOD CONDITION.
 BK1759
 BK1759                          STATION RECOVERY (2004)
 BK1759
 BK1759'RECOVERY NOTE BY US POWER SQUADRON 2004 (SSQ)
 BK1759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0210 ***********************************************************************
 EO0210  DESIGNATION -  H 1038
 EO0210  PID         -  EO0210
 EO0210  STATE/COUNTY-  TX/PARMER
 EO0210  USGS QUAD   -  PARMERTON (1965)
 EO0210
 EO0210                         *CURRENT SURVEY CONTROL
 EO0210  ___________________________________________________________________
 EO0210* NAD 83(1986)-  34 34 09.     (N)    102 49 10.     (W)     SCALED    
 EO0210* NAVD 88     -      1268.030  (meters)    4160.20   (feet)  ADJUSTED  
 EO0210  ___________________________________________________________________
 EO0210  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 EO0210  DYNAMIC HT  -        1266.386 (meters)    4154.80  (feet)  COMP
 EO0210  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 EO0210
 EO0210  VERT ORDER  -  FIRST     CLASS II
 EO0210
 EO0210.The horizontal coordinates were scaled from a topographic map and have
 EO0210.an estimated accuracy of +/- 6 seconds.
 EO0210
 EO0210.The orthometric height was determined by differential leveling
 EO0210.and adjusted by the National Geodetic Survey in June 1991..
 EO0210
 EO0210.The geoid height was determined by GEOID03.
 EO0210
 EO0210.The dynamic height is computed by dividing the NAVD 88
 EO0210.geopotential number by the normal gravity value computed on the
 EO0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0210.degrees latitude (g = 980.6199 gals.).
 EO0210
 EO0210.The modeled gravity was interpolated from observed gravity values.
 EO0210
 EO0210;                    North         East    Units  Estimated Accuracy
 EO0210;SPC TX N     - 1,063,950.       78,920.      MT  (+/- 180 meters Scaled)
 EO0210
 EO0210                          SUPERSEDED SURVEY CONTROL
 EO0210
 EO0210  NGVD 29 (??/??/92) 1267.457  (m)         4158.32   (f) ADJ UNCH    1 2
 EO0210
 EO0210.Superseded values are not recommended for survey control.
 EO0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0210.See file dsdata.txt to determine how the superseded data were derived.
 EO0210
 EO0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU000274(NAD 83)
 EO0210_MARKER: DB = BENCH MARK DISK
 EO0210_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EO0210_SP_SET: 14 FEET
 EO0210_STAMPING: H 1038 1958
 EO0210_MARK LOGO: CGS   
 EO0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0210+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1998
 EO0210
 EO0210  HISTORY     - Date     Condition        Report By
 EO0210  HISTORY     - 1958     MONUMENTED       CGS
 EO0210  HISTORY     - 1984     GOOD             NGS
 EO0210  HISTORY     - 19980929 GOOD             JCLS
 EO0210
 EO0210                          STATION DESCRIPTION
 EO0210
 EO0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0210'5.2 MI NE FROM BOVINA.
 EO0210'ABOUT 5.25 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0210'FROM THE STATION AT BOVINA, 1 1/2 TELEPHONE POLES NORTHEAST OF MILE
 EO0210'POST 629, 42 FEET NORTHWEST OF THE NEAR RAIL, 56 FEET SOUTHEAST OF THE
 EO0210'CENTER LINE OF U. S. HIGHWAY 60, 24 FEET NORTHWEST OF THE NEAR END OF
 EO0210'A SECTION CAR SETOFF, 2 1/2 FEET SOUTHWEST OF A METAL WITNESS POST,
 EO0210'ABOUT 4 FEET BELOW THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE
 EO0210'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 14
 EO0210'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
 EO0210
 EO0210                          STATION RECOVERY (1984)
 EO0210
 EO0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0210'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.3 KM
 EO0210'(7.0 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0210'RAILROAD FROM THE STATION IN FRIONA.  DELETE=24 FEET NORTHWEST OF THE
 EO0210'NEAR END OF A SECTION CAR SET OFF.
 EO0210
 EO0210                          STATION RECOVERY (1998)
 EO0210
 EO0210'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 EO0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0122 ***********************************************************************
 BO0122  DESIGNATION -  H 104
 BO0122  PID         -  BO0122
 BO0122  STATE/COUNTY-  TX/SUTTON
 BO0122  USGS QUAD   -  SAVELL RANCH (1982)
 BO0122
 BO0122                         *CURRENT SURVEY CONTROL
 BO0122  ___________________________________________________________________
 BO0122* NAD 83(1986)-  30 37 53.     (N)    100 49 26.     (W)     SCALED    
 BO0122* NAVD 88     -       678.035  (meters)    2224.52   (feet)  ADJUSTED  
 BO0122  ___________________________________________________________________
 BO0122  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 BO0122  DYNAMIC HT  -         677.046 (meters)    2221.28  (feet)  COMP
 BO0122  MODELED GRAV-     979,160.1   (mgal)                       NAVD 88
 BO0122
 BO0122  VERT ORDER  -  FIRST     CLASS II
 BO0122
 BO0122.The horizontal coordinates were scaled from a topographic map and have
 BO0122.an estimated accuracy of +/- 6 seconds.
 BO0122
 BO0122.The orthometric height was determined by differential leveling
 BO0122.and adjusted by the National Geodetic Survey in June 1991..
 BO0122
 BO0122.The geoid height was determined by GEOID03.
 BO0122
 BO0122.The dynamic height is computed by dividing the NAVD 88
 BO0122.geopotential number by the normal gravity value computed on the
 BO0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0122.degrees latitude (g = 980.6199 gals.).
 BO0122
 BO0122.The modeled gravity was interpolated from observed gravity values.
 BO0122
 BO0122;                    North         East    Units  Estimated Accuracy
 BO0122;SPC TX C     - 3,107,050.      652,980.      MT  (+/- 180 meters Scaled)
 BO0122
 BO0122                          SUPERSEDED SURVEY CONTROL
 BO0122
 BO0122  NGVD 29 (??/??/92)  677.844  (m)         2223.89   (f) ADJ UNCH    1 2
 BO0122
 BO0122.Superseded values are not recommended for survey control.
 BO0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0122.See file dsdata.txt to determine how the superseded data were derived.
 BO0122
 BO0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU252901(NAD 83)
 BO0122_MARKER: DB = BENCH MARK DISK
 BO0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0122_SP_SET: CULVERT
 BO0122_STAMPING: H 104 1933 ELEV. 2223.893 FT
 BO0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0122
 BO0122  HISTORY     - Date     Condition        Report By
 BO0122  HISTORY     - 1933     MONUMENTED       CGS
 BO0122  HISTORY     - 1958     GOOD             NGS
 BO0122
 BO0122                          STATION DESCRIPTION
 BO0122
 BO0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0122'11.4 MI W FROM SONORA.
 BO0122'ABOUT 11.4 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0122'3RD STREET AND CROCKETT AVENUE AT SONORA, 98 FEET NORTH OF THE CENTER
 BO0122'LINE OF THE HIGHWAY, 0.3 MILE WEST OF AN OIL PUMPING STATION, 300 FEET
 BO0122'WEST OF A CONCRETE CULVERT, 159 FEET NORTH-NORTHEAST OF A GATE, 49
 BO0122'FEET NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A CONCRETE WITNESS
 BO0122'POST, ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY, AND IN A CONCRETE
 BO0122'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0009 ***********************************************************************
 EO0009  DESIGNATION -  H 1040
 EO0009  PID         -  EO0009
 EO0009  STATE/COUNTY-  TX/RANDALL
 EO0009  USGS QUAD   -  UMBARGER (1984)
 EO0009
 EO0009                         *CURRENT SURVEY CONTROL
 EO0009  ___________________________________________________________________
 EO0009* NAD 83(1986)-  34 56 52.     (N)    102 06 58.     (W)     SCALED    
 EO0009* NAVD 88     -      1149.388  (meters)    3770.95   (feet)  ADJUSTED  
 EO0009  ___________________________________________________________________
 EO0009  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 EO0009  DYNAMIC HT  -        1147.976 (meters)    3766.32  (feet)  COMP
 EO0009  MODELED GRAV-     979,366.3   (mgal)                       NAVD 88
 EO0009
 EO0009  VERT ORDER  -  FIRST     CLASS II
 EO0009
 EO0009.The horizontal coordinates were scaled from a topographic map and have
 EO0009.an estimated accuracy of +/- 6 seconds.
 EO0009
 EO0009.The orthometric height was determined by differential leveling
 EO0009.and adjusted by the National Geodetic Survey in June 1991..
 EO0009
 EO0009.The geoid height was determined by GEOID03.
 EO0009
 EO0009.The dynamic height is computed by dividing the NAVD 88
 EO0009.geopotential number by the normal gravity value computed on the
 EO0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0009.degrees latitude (g = 980.6199 gals.).
 EO0009
 EO0009.The modeled gravity was interpolated from observed gravity values.
 EO0009
 EO0009;                    North         East    Units  Estimated Accuracy
 EO0009;SPC TX N     - 1,105,320.      143,720.      MT  (+/- 180 meters Scaled)
 EO0009
 EO0009                          SUPERSEDED SURVEY CONTROL
 EO0009
 EO0009  NGVD 29 (??/??/92) 1148.863  (m)         3769.23   (f) ADJ UNCH    1 2
 EO0009
 EO0009.Superseded values are not recommended for survey control.
 EO0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0009.See file dsdata.txt to determine how the superseded data were derived.
 EO0009
 EO0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU633710(NAD 83)
 EO0009_MARKER: DB = BENCH MARK DISK
 EO0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0009_STAMPING: H 1040 1958
 EO0009_MARK LOGO: CGS   
 EO0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0009+STABILITY: SURFACE MOTION
 EO0009
 EO0009  HISTORY     - Date     Condition        Report By
 EO0009  HISTORY     - 1958     MONUMENTED       CGS
 EO0009  HISTORY     - 1984     GOOD             NGS
 EO0009
 EO0009                          STATION DESCRIPTION
 EO0009
 EO0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0009'0.6 MI SW FROM UMBARGER.
 EO0009'ABOUT 0.6 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0009'THE STATION AT UMBARGER, 7 TELEPHONE POLES SOUTHWEST OF MILE POST 581,
 EO0009'97 FEET SOUTHEAST OF THE NEAR RAIL, 15 FEET SOUTHEAST OF A TELEPHONE
 EO0009'POLE, 2 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A METAL WITNESS
 EO0009'POST, ABOUT 3 FEET BELOW THE TRACK, AND IN THE TOP OF A CONCRETE POST
 EO0009'PROJECTING 6 INCHES.
 EO0009
 EO0009                          STATION RECOVERY (1984)
 EO0009
 EO0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0009'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.4 KM
 EO0009'(10.8 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0009'RAILROAD FROM THE STATION IN CANYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0235 ***********************************************************************
 DM0235  DESIGNATION -  H 1041
 DM0235  PID         -  DM0235
 DM0235  STATE/COUNTY-  TX/CAMP
 DM0235  USGS QUAD   -  HARVARD (1963)
 DM0235
 DM0235                         *CURRENT SURVEY CONTROL
 DM0235  ___________________________________________________________________
 DM0235* NAD 83(1986)-  33 00 38.     (N)    094 55 55.     (W)     SCALED    
 DM0235* NAVD 88     -       109.624  (meters)     359.66   (feet)  ADJUSTED  
 DM0235  ___________________________________________________________________
 DM0235  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DM0235  DYNAMIC HT  -         109.503 (meters)     359.26  (feet)  COMP
 DM0235  MODELED GRAV-     979,529.5   (mgal)                       NAVD 88
 DM0235
 DM0235  VERT ORDER  -  FIRST     CLASS II
 DM0235
 DM0235.The horizontal coordinates were scaled from a topographic map and have
 DM0235.an estimated accuracy of +/- 6 seconds.
 DM0235
 DM0235.The orthometric height was determined by differential leveling
 DM0235.and adjusted by the National Geodetic Survey in June 1991..
 DM0235
 DM0235.The geoid height was determined by GEOID03.
 DM0235
 DM0235.The dynamic height is computed by dividing the NAVD 88
 DM0235.geopotential number by the normal gravity value computed on the
 DM0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0235.degrees latitude (g = 980.6199 gals.).
 DM0235
 DM0235.The modeled gravity was interpolated from observed gravity values.
 DM0235
 DM0235;                    North         East    Units  Estimated Accuracy
 DM0235;SPC TXNC     - 2,154,680.      933,300.      MT  (+/- 180 meters Scaled)
 DM0235
 DM0235                          SUPERSEDED SURVEY CONTROL
 DM0235
 DM0235  NGVD 29 (??/??/92)  109.644  (m)          359.72   (f) ADJ UNCH    1 2
 DM0235
 DM0235.Superseded values are not recommended for survey control.
 DM0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0235.See file dsdata.txt to determine how the superseded data were derived.
 DM0235
 DM0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS195541(NAD 83)
 DM0235_MARKER: DB = BENCH MARK DISK
 DM0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0235_STAMPING: H 1041 1954
 DM0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0235+STABILITY: SURFACE MOTION
 DM0235
 DM0235  HISTORY     - Date     Condition        Report By
 DM0235  HISTORY     - 1954     MONUMENTED       CGS
 DM0235
 DM0235                          STATION DESCRIPTION
 DM0235
 DM0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0235'2.4 MI NE FROM PITTSBURG.
 DM0235'2.4 MILES NORTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0235'STATION AT PITTSBURG, 3 POLES NORTHEAST OF MILEPOST T - 96, 43.7 FEET
 DM0235'NORTHWEST OF THE NORTHWEST RAIL, 3 FEET SOUTHEAST OF A FENCE, 2 FEET
 DM0235'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DM0235'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0219 ***********************************************************************
 CR0219  DESIGNATION -  H 1042
 CR0219  PID         -  CR0219
 CR0219  STATE/COUNTY-  TX/CASS
 CR0219  USGS QUAD   -  AVINGER (1962)
 CR0219
 CR0219                         *CURRENT SURVEY CONTROL
 CR0219  ___________________________________________________________________
 CR0219* NAD 83(1986)-  32 59 43.     (N)    094 36 39.     (W)     SCALED    
 CR0219* NAVD 88     -       102.375  (meters)     335.88   (feet)  ADJUSTED  
 CR0219  ___________________________________________________________________
 CR0219  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CR0219  DYNAMIC HT  -         102.260 (meters)     335.50  (feet)  COMP
 CR0219  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 CR0219
 CR0219  VERT ORDER  -  FIRST     CLASS II
 CR0219
 CR0219.The horizontal coordinates were scaled from a topographic map and have
 CR0219.an estimated accuracy of +/- 6 seconds.
 CR0219
 CR0219.The orthometric height was determined by differential leveling
 CR0219.and adjusted by the National Geodetic Survey in June 1991..
 CR0219
 CR0219.The geoid height was determined by GEOID03.
 CR0219
 CR0219.The dynamic height is computed by dividing the NAVD 88
 CR0219.geopotential number by the normal gravity value computed on the
 CR0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0219.degrees latitude (g = 980.6199 gals.).
 CR0219
 CR0219.The modeled gravity was interpolated from observed gravity values.
 CR0219
 CR0219;                    North         East    Units  Estimated Accuracy
 CR0219;SPC TXNC     - 2,154,060.      963,350.      MT  (+/- 180 meters Scaled)
 CR0219
 CR0219                          SUPERSEDED SURVEY CONTROL
 CR0219
 CR0219  NGVD 29 (??/??/92)  102.413  (m)          336.00   (f) ADJ UNCH    1 2
 CR0219
 CR0219.Superseded values are not recommended for survey control.
 CR0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0219.See file dsdata.txt to determine how the superseded data were derived.
 CR0219
 CR0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS495519(NAD 83)
 CR0219_MARKER: DB = BENCH MARK DISK
 CR0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0219_STAMPING: H 1042 1954
 CR0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0219+STABILITY: SURFACE MOTION
 CR0219
 CR0219  HISTORY     - Date     Condition        Report By
 CR0219  HISTORY     - 1954     MONUMENTED       CGS
 CR0219
 CR0219                          STATION DESCRIPTION
 CR0219
 CR0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0219'1.3 MI E FROM HUGHES SPRINGS.
 CR0219'1.3 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0219'STATION AT HUGHES SPRINGS, 2 POLES WEST OF MILEPOST T - 75, 47 FEET
 CR0219'SOUTH OF THE SOUTH RAIL, 7 FEET EAST OF THE NORTH END OF A GATE, 2
 CR0219'FEET SOUTH OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 CR0219'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0104 ***********************************************************************
 DO0104  DESIGNATION -  H 1043
 DO0104  PID         -  DO0104
 DO0104  STATE/COUNTY-  TX/WICHITA
 DO0104  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0104
 DO0104                         *CURRENT SURVEY CONTROL
 DO0104  ___________________________________________________________________
 DO0104* NAD 83(1986)-  33 59 40.     (N)    098 29 29.     (W)     SCALED    
 DO0104* NAVD 88     -       298.075  (meters)     977.93   (feet)  ADJUSTED  
 DO0104  ___________________________________________________________________
 DO0104  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DO0104  DYNAMIC HT  -         297.751 (meters)     976.87  (feet)  COMP
 DO0104  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 DO0104
 DO0104  VERT ORDER  -  SECOND    CLASS 0
 DO0104
 DO0104.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0104
 DO0104.The horizontal coordinates were scaled from a topographic map and have
 DO0104.an estimated accuracy of +/- 6 seconds.
 DO0104
 DO0104.The orthometric height was determined by differential leveling
 DO0104.and adjusted by the National Geodetic Survey in June 1991..
 DO0104
 DO0104.The geoid height was determined by GEOID03.
 DO0104
 DO0104.The dynamic height is computed by dividing the NAVD 88
 DO0104.geopotential number by the normal gravity value computed on the
 DO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0104.degrees latitude (g = 980.6199 gals.).
 DO0104
 DO0104.The modeled gravity was interpolated from observed gravity values.
 DO0104
 DO0104;                    North         East    Units  Estimated Accuracy
 DO0104;SPC TXNC     - 2,258,140.      600,800.      MT  (+/- 180 meters Scaled)
 DO0104
 DO0104                          SUPERSEDED SURVEY CONTROL
 DO0104
 DO0104  NGVD 29 (??/??/92)  297.980  (m)          977.62   (f) ADJ UNCH    2 0
 DO0104
 DO0104.Superseded values are not recommended for survey control.
 DO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0104.See file dsdata.txt to determine how the superseded data were derived.
 DO0104
 DO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC469616(NAD 83)
 DO0104_MARKER: DB = BENCH MARK DISK
 DO0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0104_STAMPING: H 1043 1957
 DO0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0104+STABILITY: SURFACE MOTION
 DO0104
 DO0104  HISTORY     - Date     Condition        Report By
 DO0104  HISTORY     - 1957     MONUMENTED       CGS
 DO0104  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0104  HISTORY     - 1984     GOOD             NGS
 DO0104
 DO0104                          STATION DESCRIPTION
 DO0104
 DO0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DO0104'5 MI N FROM WICHITA FALLS.
 DO0104'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPARD AIR FORCE BASE, 4000
 DO0104'FEET SOUTH SOUTHEAST OF THE NORTH NORTHWEST END OF A PROPOSED RUNWAY,
 DO0104'1000 FEET EAST NORTHEAST OF THE CENTER LINE OF THE PROPOSED RUNWAY, 70
 DO0104'FEET WEST SOUTHWEST OF THE BOUNDARY LINE OF THE AIR BASE, AT STATION
 DO0104'40 + 00 00/, 2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 DO0104'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- CONSTRUCTION IN
 DO0104'THE AREA.
 DO0104
 DO0104                          STATION RECOVERY (1972)
 DO0104
 DO0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0104'MARK NOT FOUND.
 DO0104
 DO0104                          STATION RECOVERY (1984)
 DO0104
 DO0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0005 ***********************************************************************
 CT0005  DESIGNATION -  H 1048
 CT0005  PID         -  CT0005
 CT0005  STATE/COUNTY-  TX/PARKER
 CT0005  USGS QUAD   -  BRAZOS EAST (1984)
 CT0005
 CT0005                         *CURRENT SURVEY CONTROL
 CT0005  ___________________________________________________________________
 CT0005* NAD 83(1986)-  32 43 29.     (N)    098 02 37.     (W)     SCALED    
 CT0005* NAVD 88     -       230.452  (meters)     756.07   (feet)  ADJUSTED  
 CT0005  ___________________________________________________________________
 CT0005  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CT0005  DYNAMIC HT  -         230.169 (meters)     755.15  (feet)  COMP
 CT0005  MODELED GRAV-     979,405.2   (mgal)                       NAVD 88
 CT0005
 CT0005  VERT ORDER  -  FIRST     CLASS II
 CT0005
 CT0005.The horizontal coordinates were scaled from a topographic map and have
 CT0005.an estimated accuracy of +/- 6 seconds.
 CT0005
 CT0005.The orthometric height was determined by differential leveling
 CT0005.and adjusted by the National Geodetic Survey in June 1991..
 CT0005
 CT0005.The geoid height was determined by GEOID03.
 CT0005
 CT0005.The dynamic height is computed by dividing the NAVD 88
 CT0005.geopotential number by the normal gravity value computed on the
 CT0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0005.degrees latitude (g = 980.6199 gals.).
 CT0005
 CT0005.The modeled gravity was interpolated from observed gravity values.
 CT0005
 CT0005;                    North         East    Units  Estimated Accuracy
 CT0005;SPC TXNC     - 2,117,420.      642,780.      MT  (+/- 180 meters Scaled)
 CT0005
 CT0005                          SUPERSEDED SURVEY CONTROL
 CT0005
 CT0005  NGVD 29 (??/??/92)  230.370  (m)          755.81   (f) ADJ UNCH    1 2
 CT0005
 CT0005.Superseded values are not recommended for survey control.
 CT0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0005.See file dsdata.txt to determine how the superseded data were derived.
 CT0005
 CT0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB896211(NAD 83)
 CT0005_MARKER: DB = BENCH MARK DISK
 CT0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0005_SP_SET: BRIDGE
 CT0005_STAMPING: H 1048 1955
 CT0005_MARK LOGO: CGS   
 CT0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0005
 CT0005  HISTORY     - Date     Condition        Report By
 CT0005  HISTORY     - 1955     MONUMENTED       CGS
 CT0005  HISTORY     - 1983     GOOD             NGS
 CT0005  HISTORY     - 19970524 GOOD             USPSQD
 CT0005  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0005
 CT0005                          STATION DESCRIPTION
 CT0005
 CT0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0005'2.4 MI SW FROM MILLSAP.
 CT0005'2.4 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0005'STATION AT MILLSAP, 9.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 6 FEET
 CT0005'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST END OF THE
 CT0005'SOUTHWEST CONCRETE PIER OF BRIDGE 293.4.
 CT0005
 CT0005                          STATION RECOVERY (1983)
 CT0005
 CT0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0005'RECOVERED IN GOOD CONDITION.
 CT0005
 CT0005                          STATION RECOVERY (1997)
 CT0005
 CT0005'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0005'RECOVERED IN GOOD CONDITION.
 CT0005
 CT0005                          STATION RECOVERY (2002)
 CT0005
 CT0005'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0185 ***********************************************************************
 CT0185  DESIGNATION -  H 1049
 CT0185  PID         -  CT0185
 CT0185  STATE/COUNTY-  TX/EASTLAND
 CT0185  USGS QUAD   -  EASTLAND (1987)
 CT0185
 CT0185                         *CURRENT SURVEY CONTROL
 CT0185  ___________________________________________________________________
 CT0185* NAD 83(1986)-  32 24 33.     (N)    098 50 46.     (W)     SCALED    
 CT0185* NAVD 88     -       447.872  (meters)    1469.39   (feet)  ADJUSTED  
 CT0185  ___________________________________________________________________
 CT0185  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CT0185  DYNAMIC HT  -         447.298 (meters)    1467.51  (feet)  COMP
 CT0185  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 CT0185
 CT0185  VERT ORDER  -  FIRST     CLASS II
 CT0185
 CT0185.The horizontal coordinates were scaled from a topographic map and have
 CT0185.an estimated accuracy of +/- 6 seconds.
 CT0185
 CT0185.The orthometric height was determined by differential leveling
 CT0185.and adjusted by the National Geodetic Survey in June 1991..
 CT0185
 CT0185.The geoid height was determined by GEOID03.
 CT0185
 CT0185.The dynamic height is computed by dividing the NAVD 88
 CT0185.geopotential number by the normal gravity value computed on the
 CT0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0185.degrees latitude (g = 980.6199 gals.).
 CT0185
 CT0185.The modeled gravity was interpolated from observed gravity values.
 CT0185
 CT0185;                    North         East    Units  Estimated Accuracy
 CT0185;SPC TXNC     - 2,082,390.      567,440.      MT  (+/- 180 meters Scaled)
 CT0185
 CT0185                          SUPERSEDED SURVEY CONTROL
 CT0185
 CT0185  NGVD 29 (??/??/92)  447.732  (m)         1468.93   (f) ADJ UNCH    1 2
 CT0185
 CT0185.Superseded values are not recommended for survey control.
 CT0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0185.See file dsdata.txt to determine how the superseded data were derived.
 CT0185
 CT0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA144858(NAD 83)
 CT0185_MARKER: DB = BENCH MARK DISK
 CT0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0185_SP_SET: CULVERT
 CT0185_STAMPING: H 1049 1955
 CT0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0185
 CT0185  HISTORY     - Date     Condition        Report By
 CT0185  HISTORY     - 1955     MONUMENTED       CGS
 CT0185  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0185
 CT0185                          STATION DESCRIPTION
 CT0185
 CT0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0185'1.6 MI W FROM EASTLAND.
 CT0185'1.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0185'AT EASTLAND, 16 POLES WEST OF MILEPOST 352, 17.5 FEET NORTH OF THE
 CT0185'NORTH RAIL, 7 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CT0185'EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 CT0185
 CT0185                          STATION RECOVERY (2002)
 CT0185
 CT0185'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0337 ***********************************************************************
 BO0337  DESIGNATION -  H 105
 BO0337  PID         -  BO0337
 BO0337  STATE/COUNTY-  TX/CROCKETT
 BO0337  USGS QUAD   -  BACHELOR HILL (1967)
 BO0337
 BO0337                         *CURRENT SURVEY CONTROL
 BO0337  ___________________________________________________________________
 BO0337* NAD 83(1986)-  30 42 57.     (N)    101 33 10.     (W)     SCALED    
 BO0337* NAVD 88     -       810.637  (meters)    2659.56   (feet)  ADJUSTED  
 BO0337  ___________________________________________________________________
 BO0337  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 BO0337  DYNAMIC HT  -         809.442 (meters)    2655.64  (feet)  COMP
 BO0337  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 BO0337
 BO0337  VERT ORDER  -  FIRST     CLASS II
 BO0337
 BO0337.The horizontal coordinates were scaled from a topographic map and have
 BO0337.an estimated accuracy of +/- 6 seconds.
 BO0337
 BO0337.The orthometric height was determined by differential leveling
 BO0337.and adjusted by the National Geodetic Survey in June 1991..
 BO0337
 BO0337.The geoid height was determined by GEOID03.
 BO0337
 BO0337.The dynamic height is computed by dividing the NAVD 88
 BO0337.geopotential number by the normal gravity value computed on the
 BO0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0337.degrees latitude (g = 980.6199 gals.).
 BO0337
 BO0337.The modeled gravity was interpolated from observed gravity values.
 BO0337
 BO0337;                    North         East    Units  Estimated Accuracy
 BO0337;SPC TX C     - 3,116,950.      583,210.      MT  (+/- 180 meters Scaled)
 BO0337
 BO0337                          SUPERSEDED SURVEY CONTROL
 BO0337
 BO0337  NGVD 29 (??/??/92)  810.424  (m)         2658.87   (f) ADJ UNCH    1 2
 BO0337
 BO0337.Superseded values are not recommended for survey control.
 BO0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0337.See file dsdata.txt to determine how the superseded data were derived.
 BO0337
 BO0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV555008(NAD 83)
 BO0337_MARKER: DB = BENCH MARK DISK
 BO0337_SETTING: 66 = SET IN ROCK OUTCROP
 BO0337_SP_SET: OUTCROP
 BO0337_STAMPING: H 105 1933 2658.866
 BO0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0337+STABILITY: POSITION/ELEVATION WELL
 BO0337
 BO0337  HISTORY     - Date     Condition        Report By
 BO0337  HISTORY     - 1933     MONUMENTED       CGS
 BO0337  HISTORY     - 1958     GOOD             NGS
 BO0337
 BO0337                          STATION DESCRIPTION
 BO0337
 BO0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0337'19.35 MI E FROM SHEFFIELD.
 BO0337'ABOUT 19.35 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0337'SHEFFIELD AND ABOUT 22.8 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE
 BO0337'COURTHOUSE AT OZONA, IN THE TOP OF A ROCK OUTCROP SURROUNDED BY A
 BO0337'CIRCLE OF LOOSE ROCK, ABOUT 0.1 MILE SOUTHEAST OF THE HIGHWAY, AT A
 BO0337'STEEL WINDMILL, WATER SUPPLY TANK, AND A GROUP OF SHEEP PENS, ABOUT 22
 BO0337'FEET EAST OF THE SOUTHEAST LEG OF THE WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0034 ***********************************************************************
 CT0034  DESIGNATION -  H 1050
 CT0034  PID         -  CT0034
 CT0034  STATE/COUNTY-  TX/PALO PINTO
 CT0034  USGS QUAD   -  GORDON (1984)
 CT0034
 CT0034                         *CURRENT SURVEY CONTROL
 CT0034  ___________________________________________________________________
 CT0034* NAD 83(1986)-  32 32 34.     (N)    098 19 25.     (W)     SCALED    
 CT0034* NAVD 88     -       298.171  (meters)     978.25   (feet)  ADJUSTED  
 CT0034  ___________________________________________________________________
 CT0034  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CT0034  DYNAMIC HT  -         297.802 (meters)     977.04  (feet)  COMP
 CT0034  MODELED GRAV-     979,393.3   (mgal)                       NAVD 88
 CT0034
 CT0034  VERT ORDER  -  FIRST     CLASS II
 CT0034
 CT0034.The horizontal coordinates were scaled from a topographic map and have
 CT0034.an estimated accuracy of +/- 6 seconds.
 CT0034
 CT0034.The orthometric height was determined by differential leveling
 CT0034.and adjusted by the National Geodetic Survey in June 1991..
 CT0034
 CT0034.The geoid height was determined by GEOID03.
 CT0034
 CT0034.The dynamic height is computed by dividing the NAVD 88
 CT0034.geopotential number by the normal gravity value computed on the
 CT0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0034.degrees latitude (g = 980.6199 gals.).
 CT0034
 CT0034.The modeled gravity was interpolated from observed gravity values.
 CT0034
 CT0034;                    North         East    Units  Estimated Accuracy
 CT0034;SPC TXNC     - 2,097,170.      616,570.      MT  (+/- 180 meters Scaled)
 CT0034
 CT0034                          SUPERSEDED SURVEY CONTROL
 CT0034
 CT0034  NGVD 29 (??/??/92)  298.076  (m)          977.94   (f) ADJ UNCH    1 2
 CT0034
 CT0034.Superseded values are not recommended for survey control.
 CT0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0034.See file dsdata.txt to determine how the superseded data were derived.
 CT0034
 CT0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB635008(NAD 83)
 CT0034_MARKER: DB = BENCH MARK DISK
 CT0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0034_STAMPING: H 1050 1956
 CT0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0034+STABILITY: SURFACE MOTION
 CT0034
 CT0034  HISTORY     - Date     Condition        Report By
 CT0034  HISTORY     - 1956     MONUMENTED       CGS
 CT0034
 CT0034                          STATION DESCRIPTION
 CT0034
 CT0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0034'2.75 MI E FROM GORDON.
 CT0034'2.75 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0034'AT GORDON, 0.35 MILE SOUTHWEST OF A PRIVATE ROAD CROSSING, 13.5 FEET
 CT0034'SOUTHEAST OF THE 8TH POLE NORTHEAST OF MILEPOST 316, 44 FEET SOUTHEAST
 CT0034'OF THE SOUTHEAST RAIL, 128 FEET EAST OF SEMAPHORE 3158, 2.2 FEET
 CT0034'NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, 0.8 MILE
 CT0034'SOUTHWEST OF BENCH MARK G 1050, SET IN THE TOP OF A CONCRETE POST
 CT0034'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0254 ***********************************************************************
 CT0254  DESIGNATION -  H 1051
 CT0254  PID         -  CT0254
 CT0254  STATE/COUNTY-  TX/PALO PINTO
 CT0254  USGS QUAD   -  STRAWN WEST (1967)
 CT0254
 CT0254                         *CURRENT SURVEY CONTROL
 CT0254  ___________________________________________________________________
 CT0254* NAD 83(1986)-  32 32 24.     (N)    098 33 51.     (W)     SCALED    
 CT0254* NAVD 88     -       331.936  (meters)    1089.03   (feet)  ADJUSTED  
 CT0254  ___________________________________________________________________
 CT0254  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CT0254  DYNAMIC HT  -         331.518 (meters)    1087.66  (feet)  COMP
 CT0254  MODELED GRAV-     979,370.0   (mgal)                       NAVD 88
 CT0254
 CT0254  VERT ORDER  -  FIRST     CLASS II
 CT0254
 CT0254.The horizontal coordinates were scaled from a topographic map and have
 CT0254.an estimated accuracy of +/- 6 seconds.
 CT0254
 CT0254.The orthometric height was determined by differential leveling
 CT0254.and adjusted by the National Geodetic Survey in June 1991..
 CT0254
 CT0254.The geoid height was determined by GEOID03.
 CT0254
 CT0254.The dynamic height is computed by dividing the NAVD 88
 CT0254.geopotential number by the normal gravity value computed on the
 CT0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0254.degrees latitude (g = 980.6199 gals.).
 CT0254
 CT0254.The modeled gravity was interpolated from observed gravity values.
 CT0254
 CT0254;                    North         East    Units  Estimated Accuracy
 CT0254;SPC TXNC     - 2,096,850.      593,970.      MT  (+/- 180 meters Scaled)
 CT0254
 CT0254                          SUPERSEDED SURVEY CONTROL
 CT0254
 CT0254  NGVD 29 (??/??/92)  331.821  (m)         1088.65   (f) ADJ UNCH    1 2
 CT0254
 CT0254.Superseded values are not recommended for survey control.
 CT0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0254.See file dsdata.txt to determine how the superseded data were derived.
 CT0254
 CT0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB409003(NAD 83)
 CT0254_MARKER: DB = BENCH MARK DISK
 CT0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0254_SP_SET: BRIDGE ABUTMENT
 CT0254_STAMPING: H 1051 1956
 CT0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0254
 CT0254  HISTORY     - Date     Condition        Report By
 CT0254  HISTORY     - 1956     MONUMENTED       CGS
 CT0254  HISTORY     - 19980627 GOOD             USPSQD
 CT0254  HISTORY     - 20020320 GOOD             USPSQD
 CT0254
 CT0254                          STATION DESCRIPTION
 CT0254
 CT0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0254'4.5 MI W FROM STRAWN.
 CT0254'4.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0254'AT STRAWN, 7.5 FEET NORTH OF THE NORTH RAIL, 2 FEET BELOW THE TOP OF
 CT0254'THE RAILS, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 CT0254'ABUTMENT OF A BRIDGE OVER PALO PINTO CREEK.
 CT0254
 CT0254                          STATION RECOVERY (1998)
 CT0254
 CT0254'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0254'RECOVERED IN GOOD CONDITION.
 CT0254
 CT0254                          STATION RECOVERY (2002)
 CT0254
 CT0254'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CT0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0496 ***********************************************************************
 CT0496  DESIGNATION -  H 1052
 CT0496  PID         -  CT0496
 CT0496  STATE/COUNTY-  TX/CALLAHAN
 CT0496  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT0496
 CT0496                         *CURRENT SURVEY CONTROL
 CT0496  ___________________________________________________________________
 CT0496* NAD 83(1986)-  32 24 38.     (N)    099 31 38.     (W)     SCALED    
 CT0496* NAVD 88     -       613.859  (meters)    2013.97   (feet)  ADJUSTED  
 CT0496  ___________________________________________________________________
 CT0496  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CT0496  DYNAMIC HT  -         613.054 (meters)    2011.33  (feet)  COMP
 CT0496  MODELED GRAV-     979,308.3   (mgal)                       NAVD 88
 CT0496
 CT0496  VERT ORDER  -  FIRST     CLASS II
 CT0496
 CT0496.The horizontal coordinates were scaled from a topographic map and have
 CT0496.an estimated accuracy of +/- 6 seconds.
 CT0496
 CT0496.The orthometric height was determined by differential leveling
 CT0496.and adjusted by the National Geodetic Survey in June 1991..
 CT0496
 CT0496.The geoid height was determined by GEOID03.
 CT0496
 CT0496.The dynamic height is computed by dividing the NAVD 88
 CT0496.geopotential number by the normal gravity value computed on the
 CT0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0496.degrees latitude (g = 980.6199 gals.).
 CT0496
 CT0496.The modeled gravity was interpolated from observed gravity values.
 CT0496
 CT0496;                    North         East    Units  Estimated Accuracy
 CT0496;SPC TXNC     - 2,082,960.      503,380.      MT  (+/- 180 meters Scaled)
 CT0496
 CT0496                          SUPERSEDED SURVEY CONTROL
 CT0496
 CT0496  NGVD 29 (??/??/92)  613.686  (m)         2013.40   (f) ADJ UNCH    1 2
 CT0496
 CT0496.Superseded values are not recommended for survey control.
 CT0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0496.See file dsdata.txt to determine how the superseded data were derived.
 CT0496
 CT0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA504860(NAD 83)
 CT0496_MARKER: DB = BENCH MARK DISK
 CT0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0496_SP_SET: CULVERT
 CT0496_STAMPING: H 1052 1956
 CT0496_MARK LOGO: CGS   
 CT0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0496
 CT0496  HISTORY     - Date     Condition        Report By
 CT0496  HISTORY     - 1956     MONUMENTED       CGS
 CT0496  HISTORY     - 1961     GOOD             NGS
 CT0496  HISTORY     - 1983     GOOD             NGS
 CT0496  HISTORY     - 20011013 GOOD             USPSQD
 CT0496
 CT0496                          STATION DESCRIPTION
 CT0496
 CT0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0496'2.0 MI W FROM CLYDE.
 CT0496'2.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0496'AT CLYDE, 2 1/2 POLES WEST OF MILEPOST 394, 64 FEET NORTH OF THE
 CT0496'CENTER LINE OF FARM ROAD 18, 14.2 FEET SOUTH OF THE SOUTH RAIL, 0.15
 CT0496'MILE WEST OF A ROAD CROSSING, 2 FEET BELOW THE TOP OF THE RAILS, SET
 CT0496'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A
 CT0496'CULVERT.
 CT0496
 CT0496                          STATION RECOVERY (1961)
 CT0496
 CT0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0496'RECOVERED IN GOOD CONDITION.
 CT0496
 CT0496                          STATION RECOVERY (1983)
 CT0496
 CT0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0496'RECOVERED IN GOOD CONDITION WITH THE EXCEPTION THAT THE RAILROAD
 CT0496'STATION IN CLYDE HAS BEEN DESTROYED.  NEW TO REACH FOLLOWS.  20.3 KM
 CT0496'(12.6 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CT0496'RAILROAD STATION IN ABILENE.
 CT0496
 CT0496                          STATION RECOVERY (2001)
 CT0496
 CT0496'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0387 ***********************************************************************
 CT0387  DESIGNATION -  H 1053
 CT0387  PID         -  CT0387
 CT0387  STATE/COUNTY-  TX/CALLAHAN
 CT0387  USGS QUAD   -  PUTNAM NORTH (1966)
 CT0387
 CT0387                         *CURRENT SURVEY CONTROL
 CT0387  ___________________________________________________________________
 CT0387* NAD 83(1986)-  32 22 35.     (N)    099 09 57.     (W)     SCALED    
 CT0387* NAVD 88     -       486.200  (meters)    1595.14   (feet)  ADJUSTED  
 CT0387  ___________________________________________________________________
 CT0387  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CT0387  DYNAMIC HT  -         485.570 (meters)    1593.07  (feet)  COMP
 CT0387  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 CT0387
 CT0387  VERT ORDER  -  FIRST     CLASS II
 CT0387
 CT0387.The horizontal coordinates were scaled from a topographic map and have
 CT0387.an estimated accuracy of +/- 6 seconds.
 CT0387
 CT0387.The orthometric height was determined by differential leveling
 CT0387.and adjusted by the National Geodetic Survey in June 1991..
 CT0387
 CT0387.The geoid height was determined by GEOID03.
 CT0387
 CT0387.The dynamic height is computed by dividing the NAVD 88
 CT0387.geopotential number by the normal gravity value computed on the
 CT0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0387.degrees latitude (g = 980.6199 gals.).
 CT0387
 CT0387.The modeled gravity was interpolated from observed gravity values.
 CT0387
 CT0387;                    North         East    Units  Estimated Accuracy
 CT0387;SPC TXNC     - 2,078,900.      537,350.      MT  (+/- 180 meters Scaled)
 CT0387
 CT0387                          SUPERSEDED SURVEY CONTROL
 CT0387
 CT0387  NGVD 29 (??/??/92)  486.061  (m)         1594.69   (f) ADJ UNCH    1 2
 CT0387
 CT0387.Superseded values are not recommended for survey control.
 CT0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0387.See file dsdata.txt to determine how the superseded data were derived.
 CT0387
 CT0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA844821(NAD 83)
 CT0387_MARKER: DB = BENCH MARK DISK
 CT0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0387_SP_SET: OVERPASS
 CT0387_STAMPING: H 1053 1956
 CT0387_MARK LOGO: CGS   
 CT0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0387
 CT0387  HISTORY     - Date     Condition        Report By
 CT0387  HISTORY     - 1956     MONUMENTED       CGS
 CT0387  HISTORY     - 1983     GOOD             NGS
 CT0387
 CT0387                          STATION DESCRIPTION
 CT0387
 CT0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0387'1.8 MI E FROM PUTNAM.
 CT0387'1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0387'AT PUTNAM, AT MILEPOST 372, 7.8 FEET NORTHWEST OF THE NORTHWEST RAIL,
 CT0387'2.8 FEET ABOVE THE GROUND, AT THE OVERPASS OF U.S. HIGHWAY 80, IN THE
 CT0387'SOUTH ROW OF PIERS OF THE OVERPASS, SET VERTICALLY IN THE SOUTHWEST
 CT0387'SIDE OF THE 4TH PIER EAST OF THE WEST END OF THE OVERPASS.
 CT0387
 CT0387                          STATION RECOVERY (1983)
 CT0387
 CT0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0387'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.1 KM
 CT0387'(17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0387'FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG
 CT0387'CONRAD HILTON AVENUE, THENCE 18.4 KM (11.45 MI) WESTERLY ALONG THE
 CT0387'MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0629 ***********************************************************************
 CU0629  DESIGNATION -  H 1054
 CU0629  PID         -  CU0629
 CU0629  STATE/COUNTY-  TX/MARTIN
 CU0629  USGS QUAD   -  GERMANIA (1974)
 CU0629
 CU0629                         *CURRENT SURVEY CONTROL
 CU0629  ___________________________________________________________________
 CU0629* NAD 83(1986)-  32 05 13.     (N)    101 53 47.     (W)     SCALED    
 CU0629* NAVD 88     -       819.336  (meters)    2688.10   (feet)  ADJUSTED  
 CU0629  ___________________________________________________________________
 CU0629  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 CU0629  DYNAMIC HT  -         818.194 (meters)    2684.36  (feet)  COMP
 CU0629  MODELED GRAV-     979,217.9   (mgal)                       NAVD 88
 CU0629
 CU0629  VERT ORDER  -  FIRST     CLASS II
 CU0629
 CU0629.The horizontal coordinates were scaled from a topographic map and have
 CU0629.an estimated accuracy of +/- 6 seconds.
 CU0629
 CU0629.The orthometric height was determined by differential leveling
 CU0629.and adjusted by the National Geodetic Survey in June 1991..
 CU0629
 CU0629.The geoid height was determined by GEOID03.
 CU0629
 CU0629.The dynamic height is computed by dividing the NAVD 88
 CU0629.geopotential number by the normal gravity value computed on the
 CU0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0629.degrees latitude (g = 980.6199 gals.).
 CU0629
 CU0629.The modeled gravity was interpolated from observed gravity values.
 CU0629
 CU0629;                    North         East    Units  Estimated Accuracy
 CU0629;SPC TXNC     - 2,051,790.      279,420.      MT  (+/- 180 meters Scaled)
 CU0629
 CU0629                          SUPERSEDED SURVEY CONTROL
 CU0629
 CU0629  NGVD 29 (??/??/92)  819.015  (m)         2687.05   (f) ADJ UNCH    1 2
 CU0629
 CU0629.Superseded values are not recommended for survey control.
 CU0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0629.See file dsdata.txt to determine how the superseded data were derived.
 CU0629
 CU0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA266537(NAD 83)
 CU0629_MARKER: DB = BENCH MARK DISK
 CU0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0629_STAMPING: H 1054 1956
 CU0629_MARK LOGO: CGS   
 CU0629_PROJECTION: PROJECTING 2 CENTIMETERS
 CU0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0629+STABILITY: SURFACE MOTION
 CU0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0629+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2006
 CU0629
 CU0629  HISTORY     - Date     Condition        Report By
 CU0629  HISTORY     - 1956     MONUMENTED       CGS
 CU0629  HISTORY     - 1982     GOOD             NGS
 CU0629  HISTORY     - 20010210 GOOD             USPSQD
 CU0629  HISTORY     - 20060222 GOOD             TXDOT
 CU0629
 CU0629                          STATION DESCRIPTION
 CU0629
 CU0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0629'6.9 MI SW FROM STANTON.
 CU0629'6.9 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0629'STATION AT STANTON, 5 1/2 POLES SOUTHWEST OF MILEPOST 541, 54 FEET
 CU0629'SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST TRAFFIC LANE OF U.S.
 CU0629'HIGHWAY 80, 33 FEET NORTHWEST OF THE NORTHWEST RAIL, 116 FEET
 CU0629'NORTHEAST OF SEMAPHORE 541.1, 18 FEET NORTHEAST OF A MARTIN AND
 CU0629'MIDLAND COUNTY LINE MARKER, 6 FEET EAT OF A TELEPHONE POLE, 2.4 FEET
 CU0629'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CU0629'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CU0629
 CU0629                          STATION RECOVERY (1982)
 CU0629
 CU0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0629'19.3 KM (12.0 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0629'FROM THE POST OFFICE IN MIDLAND, 0.4 KM (0.25 MI) SOUTHWEST OF HIGHWAY
 CU0629'MILEPOST 150, 16.5 METERS (54.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CU0629'EAST BOUND LANES OF INTERSTATE HIGHWAY 20, 10.2 METERS (33.5 FT)
 CU0629'NORTHWEST OF THE NEAR RAIL, 5.5 METERS (18.0 FT) EAST-SOUTHEAST OF THE
 CU0629'MIDLAND-MARTIN COUNTY LINE MARKER AND 1.8 METERS (5.9 FT) EAST OF
 CU0629'UTILITY POLE NUMBER 13835.
 CU0629'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CU0629'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 CU0629
 CU0629                          STATION RECOVERY (2001)
 CU0629
 CU0629'RECOVERY NOTE BY US POWER SQUADRON 2001 (CSG)
 CU0629'RECOVERED IN GOOD CONDITION.
 CU0629
 CU0629                          STATION RECOVERY (2006)
 CU0629
 CU0629'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2006 (JCW)
 CU0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0277 ***********************************************************************
 CT0277  DESIGNATION -  H 1055
 CT0277  PID         -  CT0277
 CT0277  STATE/COUNTY-  TX/STEPHENS
 CT0277  USGS QUAD   -  LA CASA (1967)
 CT0277
 CT0277                         *CURRENT SURVEY CONTROL
 CT0277  ___________________________________________________________________
 CT0277* NAD 83(1986)-  32 31 37.     (N)    098 41 46.     (W)     SCALED    
 CT0277* NAVD 88     -       480.696  (meters)    1577.08   (feet)  ADJUSTED  
 CT0277  ___________________________________________________________________
 CT0277  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CT0277  DYNAMIC HT  -         480.083 (meters)    1575.07  (feet)  COMP
 CT0277  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 CT0277
 CT0277  VERT ORDER  -  FIRST     CLASS II
 CT0277
 CT0277.The horizontal coordinates were scaled from a topographic map and have
 CT0277.an estimated accuracy of +/- 6 seconds.
 CT0277
 CT0277.The orthometric height was determined by differential leveling
 CT0277.and adjusted by the National Geodetic Survey in June 1991..
 CT0277
 CT0277.The geoid height was determined by GEOID03.
 CT0277
 CT0277.The dynamic height is computed by dividing the NAVD 88
 CT0277.geopotential number by the normal gravity value computed on the
 CT0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0277.degrees latitude (g = 980.6199 gals.).
 CT0277
 CT0277.The modeled gravity was interpolated from observed gravity values.
 CT0277
 CT0277;                    North         East    Units  Estimated Accuracy
 CT0277;SPC TXNC     - 2,095,410.      581,580.      MT  (+/- 180 meters Scaled)
 CT0277
 CT0277                          SUPERSEDED SURVEY CONTROL
 CT0277
 CT0277  NGVD 29 (??/??/92)  480.55   (m)         1576.6    (f) COMPUTED    1 2
 CT0277
 CT0277.Superseded values are not recommended for survey control.
 CT0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0277.See file dsdata.txt to determine how the superseded data were derived.
 CT0277
 CT0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA285988(NAD 83)
 CT0277_MARKER: DB = BENCH MARK DISK
 CT0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0277_STAMPING: H 1055 1956
 CT0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0277+STABILITY: SURFACE MOTION
 CT0277
 CT0277  HISTORY     - Date     Condition        Report By
 CT0277  HISTORY     - 1956     MONUMENTED       CGS
 CT0277
 CT0277                          STATION DESCRIPTION
 CT0277
 CT0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0277'4.55 MI N FROM RANGER.
 CT0277'1.0 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0277'STATION AT RANGER, THENCE 3.55 MILES NORTHWEST ALONG AN ABANDONED
 CT0277'GRADE OF THE WICHITA FALLS AND SOUTHERN RAILROAD, 0.95 MILE NORTHWEST
 CT0277'OF THE STEPHENS AND EASTLAND COUNTY LINE, 38 FEET SOUTHWEST OF THE
 CT0277'CENTER LINE OF THE OLD RAILROAD GRADE, 4.6 FEET NORTHEAST OF TELEPHONE
 CT0277'POLE 910, 2.2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CT0277'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0163 ***********************************************************************
 CU0163  DESIGNATION -  H 1056
 CU0163  PID         -  CU0163
 CU0163  STATE/COUNTY-  TX/NOLAN
 CU0163  USGS QUAD   -  SWEETWATER (1987)
 CU0163
 CU0163                         *CURRENT SURVEY CONTROL
 CU0163  ___________________________________________________________________
 CU0163* NAD 83(1986)-  32 28 52.     (N)    100 22 51.     (W)     SCALED    
 CU0163* NAVD 88     -       645.094  (meters)    2116.45   (feet)  ADJUSTED  
 CU0163  ___________________________________________________________________
 CU0163  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CU0163  DYNAMIC HT  -         644.238 (meters)    2113.64  (feet)  COMP
 CU0163  MODELED GRAV-     979,290.6   (mgal)                       NAVD 88
 CU0163
 CU0163  VERT ORDER  -  FIRST     CLASS II
 CU0163
 CU0163.The horizontal coordinates were scaled from a topographic map and have
 CU0163.an estimated accuracy of +/- 6 seconds.
 CU0163
 CU0163.The orthometric height was determined by differential leveling
 CU0163.and adjusted by the National Geodetic Survey in June 1991..
 CU0163
 CU0163.The geoid height was determined by GEOID03.
 CU0163
 CU0163.The dynamic height is computed by dividing the NAVD 88
 CU0163.geopotential number by the normal gravity value computed on the
 CU0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0163.degrees latitude (g = 980.6199 gals.).
 CU0163
 CU0163.The modeled gravity was interpolated from observed gravity values.
 CU0163
 CU0163;                    North         East    Units  Estimated Accuracy
 CU0163;SPC TXNC     - 2,091,900.      423,230.      MT  (+/- 180 meters Scaled)
 CU0163
 CU0163                          SUPERSEDED SURVEY CONTROL
 CU0163
 CU0163  NGVD 29 (??/??/92)  644.883  (m)         2115.75   (f) ADJ UNCH    1 2
 CU0163
 CU0163.Superseded values are not recommended for survey control.
 CU0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0163.See file dsdata.txt to determine how the superseded data were derived.
 CU0163
 CU0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA702946(NAD 83)
 CU0163_MARKER: DB = BENCH MARK DISK
 CU0163_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0163_SP_SET: 15 FT
 CU0163_STAMPING: H 1056 1956
 CU0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0163
 CU0163  HISTORY     - Date     Condition        Report By
 CU0163  HISTORY     - 1956     MONUMENTED       CGS
 CU0163  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0163
 CU0163                          STATION DESCRIPTION
 CU0163
 CU0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0163'1.8 MI NE FROM SWEETWATER.
 CU0163'1.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0163'STATION AT SWEETWATER, 33.4 FEET SOUTH OF THE SOUTH RAIL, 5 FEET WEST
 CU0163'OF THE 1ST POLE WEST OF MILEPOST 446, 44 FEET NORTH OF THE CENTER LINE
 CU0163'OF A GRAVELED ROAD, 3.2 FEET EAST OF A WITNESS POST, CLAMPED ON THE
 CU0163'TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 15 FEET IN
 CU0163'THE GROUND, INCASED IN A 4 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT
 CU0163'ABOVE THE GROUND.
 CU0163
 CU0163                          STATION RECOVERY (1982)
 CU0163
 CU0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0178 ***********************************************************************
 CU0178  DESIGNATION -  H 1057
 CU0178  PID         -  CU0178
 CU0178  STATE/COUNTY-  TX/NOLAN
 CU0178  USGS QUAD   -  SWEETWATER (1987)
 CU0178
 CU0178                         *CURRENT SURVEY CONTROL
 CU0178  ___________________________________________________________________
 CU0178* NAD 83(1986)-  32 27 23.     (N)    100 28 11.     (W)     SCALED    
 CU0178* NAVD 88     -       718.603  (meters)    2357.62   (feet)  ADJUSTED  
 CU0178  ___________________________________________________________________
 CU0178  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CU0178  DYNAMIC HT  -         717.643 (meters)    2354.47  (feet)  COMP
 CU0178  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 CU0178
 CU0178  VERT ORDER  -  FIRST     CLASS II
 CU0178
 CU0178.The horizontal coordinates were scaled from a topographic map and have
 CU0178.an estimated accuracy of +/- 6 seconds.
 CU0178
 CU0178.The orthometric height was determined by differential leveling
 CU0178.and adjusted by the National Geodetic Survey in June 1991..
 CU0178
 CU0178.The geoid height was determined by GEOID03.
 CU0178
 CU0178.The dynamic height is computed by dividing the NAVD 88
 CU0178.geopotential number by the normal gravity value computed on the
 CU0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0178.degrees latitude (g = 980.6199 gals.).
 CU0178
 CU0178.The modeled gravity was interpolated from observed gravity values.
 CU0178
 CU0178;                    North         East    Units  Estimated Accuracy
 CU0178;SPC TXNC     - 2,089,310.      414,830.      MT  (+/- 180 meters Scaled)
 CU0178
 CU0178                          SUPERSEDED SURVEY CONTROL
 CU0178
 CU0178  NGVD 29 (??/??/92)  718.345  (m)         2356.77   (f) ADJ UNCH    1 2
 CU0178
 CU0178.Superseded values are not recommended for survey control.
 CU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0178.See file dsdata.txt to determine how the superseded data were derived.
 CU0178
 CU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA618919(NAD 83)
 CU0178_MARKER: DB = BENCH MARK DISK
 CU0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0178_SP_SET: ABUTMENT
 CU0178_STAMPING: H 1057 1956
 CU0178_MARK LOGO: CGS   
 CU0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0178
 CU0178  HISTORY     - Date     Condition        Report By
 CU0178  HISTORY     - 1956     MONUMENTED       CGS
 CU0178  HISTORY     - 1982     GOOD             NGS
 CU0178
 CU0178                          STATION DESCRIPTION
 CU0178
 CU0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0178'4.2 MI SW FROM SWEETWATER.
 CU0178'4.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0178'STATION AT SWEETWATER, 2 POLES EAST OF MILEPOST 452, 19.2 FEET SOUTH
 CU0178'OF THE SOUTH RAIL, LEVEL WITH THE TOP OF THE RAILS, SET IN THE TOP OF
 CU0178'THE SOUTH END OF THE WEST ABUTMENT OF THE UNDERPASS OF STATE HIGHWAY
 CU0178'170.
 CU0178
 CU0178                          STATION RECOVERY (1982)
 CU0178
 CU0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0178'6.2 KM (3.85 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0178'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, OR 6.4 KM (4.0
 CU0178'MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM ITS
 CU0178'JUNCTION WITH U.S. HIGHWAY 84 IN ROSCOE, IN TOP OF THE SOUTH END OF
 CU0178'THE WEST ABUTMENT OF STATE HIGHWAY LOOP 170 OVREPASS, TWO POLES EAST
 CU0178'OF MILEPOST 452 AND 5.9 METERS (19.4 FT) SOUTH OF THE NEAR RAIL.
 CU0178'THE MARK IS ABOVE LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0307 ***********************************************************************
 CU0307  DESIGNATION -  H 1058
 CU0307  PID         -  CU0307
 CU0307  STATE/COUNTY-  TX/MITCHELL
 CU0307  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0307
 CU0307                         *CURRENT SURVEY CONTROL
 CU0307  ___________________________________________________________________
 CU0307* NAD 83(1986)-  32 22 11.     (N)    100 51 45.     (W)     SCALED    
 CU0307* NAVD 88     -       632.830  (meters)    2076.21   (feet)  ADJUSTED  
 CU0307  ___________________________________________________________________
 CU0307  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CU0307  DYNAMIC HT  -         631.986 (meters)    2073.44  (feet)  COMP
 CU0307  MODELED GRAV-     979,285.6   (mgal)                       NAVD 88
 CU0307
 CU0307  VERT ORDER  -  FIRST     CLASS II
 CU0307
 CU0307.The horizontal coordinates were scaled from a topographic map and have
 CU0307.an estimated accuracy of +/- 6 seconds.
 CU0307
 CU0307.The orthometric height was determined by differential leveling
 CU0307.and adjusted by the National Geodetic Survey in June 1991..
 CU0307
 CU0307.The geoid height was determined by GEOID03.
 CU0307
 CU0307.The dynamic height is computed by dividing the NAVD 88
 CU0307.geopotential number by the normal gravity value computed on the
 CU0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0307.degrees latitude (g = 980.6199 gals.).
 CU0307
 CU0307.The modeled gravity was interpolated from observed gravity values.
 CU0307
 CU0307;                    North         East    Units  Estimated Accuracy
 CU0307;SPC TXNC     - 2,080,460.      377,690.      MT  (+/- 180 meters Scaled)
 CU0307
 CU0307                          SUPERSEDED SURVEY CONTROL
 CU0307
 CU0307  NGVD 29 (??/??/92)  632.622  (m)         2075.53   (f) ADJ UNCH    1 2
 CU0307
 CU0307.Superseded values are not recommended for survey control.
 CU0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0307.See file dsdata.txt to determine how the superseded data were derived.
 CU0307
 CU0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA247829(NAD 83)
 CU0307_MARKER: DB = BENCH MARK DISK
 CU0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0307_STAMPING: H 1058 1956
 CU0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0307+STABILITY: SURFACE MOTION
 CU0307
 CU0307  HISTORY     - Date     Condition        Report By
 CU0307  HISTORY     - 1956     MONUMENTED       CGS
 CU0307
 CU0307                          STATION DESCRIPTION
 CU0307
 CU0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0307'2.35 MI S FROM COLORADO CITY.
 CU0307'0.8 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CU0307'COLORADO CITY, THENCE 0.6 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE
 CU0307'0.4 MILE SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.4 MILE SOUTH ALONG
 CU0307'A WINDING PRIVATE ROAD, THENCE 0.15 MILE SOUTHWEST ACROSS THE COLORADO
 CU0307'CITY AIRPORT, 0.15 MILE SOUTHWEST OF THE ENTRANCE TO THE AIRPORT, 105
 CU0307'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST AND SOUTHWEST
 CU0307'RUNWAY, 115 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH
 CU0307'RUNWAY, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CU0307'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0604 ***********************************************************************
 CU0604  DESIGNATION -  H 1059
 CU0604  PID         -  CU0604
 CU0604  STATE/COUNTY-  TX/HOWARD
 CU0604  USGS QUAD   -  ELBOW (1978)
 CU0604
 CU0604                         *CURRENT SURVEY CONTROL
 CU0604  ___________________________________________________________________
 CU0604* NAD 83(1986)-  32 12 03.     (N)    101 35 54.     (W)     SCALED    
 CU0604* NAVD 88     -       742.664  (meters)    2436.56   (feet)  ADJUSTED  
 CU0604  ___________________________________________________________________
 CU0604  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 CU0604  DYNAMIC HT  -         741.645 (meters)    2433.21  (feet)  COMP
 CU0604  MODELED GRAV-     979,241.8   (mgal)                       NAVD 88
 CU0604
 CU0604  VERT ORDER  -  FIRST     CLASS II
 CU0604
 CU0604.The horizontal coordinates were scaled from a topographic map and have
 CU0604.an estimated accuracy of +/- 6 seconds.
 CU0604
 CU0604.The orthometric height was determined by differential leveling
 CU0604.and adjusted by the National Geodetic Survey in June 1991..
 CU0604
 CU0604.The geoid height was determined by GEOID03.
 CU0604
 CU0604.The dynamic height is computed by dividing the NAVD 88
 CU0604.geopotential number by the normal gravity value computed on the
 CU0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0604.degrees latitude (g = 980.6199 gals.).
 CU0604
 CU0604.The modeled gravity was interpolated from observed gravity values.
 CU0604
 CU0604;                    North         East    Units  Estimated Accuracy
 CU0604;SPC TXNC     - 2,063,540.      307,920.      MT  (+/- 180 meters Scaled)
 CU0604
 CU0604                          SUPERSEDED SURVEY CONTROL
 CU0604
 CU0604  NGVD 29 (??/??/92)  742.385  (m)         2435.64   (f) ADJ UNCH    1 2
 CU0604
 CU0604.Superseded values are not recommended for survey control.
 CU0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0604.See file dsdata.txt to determine how the superseded data were derived.
 CU0604
 CU0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA550656(NAD 83)
 CU0604_MARKER: DB = BENCH MARK DISK
 CU0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0604_STAMPING: H 1059 1956
 CU0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0604+STABILITY: SURFACE MOTION
 CU0604
 CU0604  HISTORY     - Date     Condition        Report By
 CU0604  HISTORY     - 1956     MONUMENTED       CGS
 CU0604
 CU0604                          STATION DESCRIPTION
 CU0604
 CU0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0604'8.6 MI SW FROM BIG SPRING.
 CU0604'8.6 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0604'STATION AT BIG SPRING, 49.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 12
 CU0604'FEET SOUTHEAST OF THE 2ND POLE NORTHEAST OF MILEPOST 522, 1.6 FEET
 CU0604'SOUTHEAST OF A FENCE, 2.2 FEET NORTHEAST OF A WITNESS POST, 5 FEET
 CU0604'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 CU0604'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0007 ***********************************************************************
 BP0007  DESIGNATION -  H 106
 BP0007  PID         -  BP0007
 BP0007  STATE/COUNTY-  TX/PECOS
 BP0007  USGS QUAD   -  INDIAN MESA (1969)
 BP0007
 BP0007                         *CURRENT SURVEY CONTROL
 BP0007  ___________________________________________________________________
 BP0007* NAD 83(1986)-  30 53 32.     (N)    102 11 44.     (W)     SCALED    
 BP0007* NAVD 88     -       857.084  (meters)    2811.95   (feet)  ADJUSTED  
 BP0007  ___________________________________________________________________
 BP0007  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 BP0007  DYNAMIC HT  -         855.823 (meters)    2807.81  (feet)  COMP
 BP0007  MODELED GRAV-     979,140.9   (mgal)                       NAVD 88
 BP0007
 BP0007  VERT ORDER  -  FIRST     CLASS II
 BP0007
 BP0007.The horizontal coordinates were scaled from a topographic map and have
 BP0007.an estimated accuracy of +/- 6 seconds.
 BP0007
 BP0007.The orthometric height was determined by differential leveling
 BP0007.and adjusted by the National Geodetic Survey in June 1991..
 BP0007
 BP0007.The geoid height was determined by GEOID03.
 BP0007
 BP0007.The dynamic height is computed by dividing the NAVD 88
 BP0007.geopotential number by the normal gravity value computed on the
 BP0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0007.degrees latitude (g = 980.6199 gals.).
 BP0007
 BP0007.The modeled gravity was interpolated from observed gravity values.
 BP0007
 BP0007;                    North         East    Units  Estimated Accuracy
 BP0007;SPC TX C     - 3,137,350.      521,980.      MT  (+/- 180 meters Scaled)
 BP0007
 BP0007                          SUPERSEDED SURVEY CONTROL
 BP0007
 BP0007  NGVD 29 (??/??/92)  856.803  (m)         2811.03   (f) ADJ UNCH    1 2
 BP0007
 BP0007.Superseded values are not recommended for survey control.
 BP0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0007.See file dsdata.txt to determine how the superseded data were derived.
 BP0007
 BP0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ680210(NAD 83)
 BP0007_MARKER: DB = BENCH MARK DISK
 BP0007_SETTING: 66 = SET IN ROCK OUTCROP
 BP0007_SP_SET: ROCK OUTCROP
 BP0007_STAMPING: H 106 1933 2811.028
 BP0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0007+STABILITY: POSITION/ELEVATION WELL
 BP0007
 BP0007  HISTORY     - Date     Condition        Report By
 BP0007  HISTORY     - 1933     MONUMENTED       CGS
 BP0007  HISTORY     - 1958     GOOD             NGS
 BP0007
 BP0007                          STATION DESCRIPTION
 BP0007
 BP0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0007'29.1 MI W FROM SHEFFIELD.
 BP0007'ABOUT 29.1 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST  OFFICE AT
 BP0007'SHEFFIELD, IN THE TOP OF A FLAT ROCK OUTCROP FLUSH WITH THE GROUND, 69
 BP0007'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.3 MILE EAST OF A
 BP0007'WINDMILL ON THE NORTH SIDE OF THE HIGHWAY, 98 1/2 FEET EAST-NORTHEAST
 BP0007'OF CONCRETE HIGHWAY MARKER NUMBER 2191, 110 FEET NORTHWEST OF THE WEST
 BP0007'END OF A CONCRETE HEADWALL, 7 1/2 FEET NORTH OF THE NORTH HIGHWAY
 BP0007'RIGHT OF WAY FENCE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0094 ***********************************************************************
 CC0094  DESIGNATION -  H 1061
 CC0094  PID         -  CC0094
 CC0094  STATE/COUNTY-  TX/MIDLAND
 CC0094  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0094
 CC0094                         *CURRENT SURVEY CONTROL
 CC0094  ___________________________________________________________________
 CC0094* NAD 83(1986)-  31 59 04.     (N)    102 02 41.     (W)     SCALED    
 CC0094* NAVD 88     -       837.336  (meters)    2747.16   (feet)  ADJUSTED  
 CC0094  ___________________________________________________________________
 CC0094  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CC0094  DYNAMIC HT  -         836.162 (meters)    2743.31  (feet)  COMP
 CC0094  MODELED GRAV-     979,209.2   (mgal)                       NAVD 88
 CC0094
 CC0094  VERT ORDER  -  FIRST     CLASS II
 CC0094
 CC0094.The horizontal coordinates were scaled from a topographic map and have
 CC0094.an estimated accuracy of +/- 6 seconds.
 CC0094
 CC0094.The orthometric height was determined by differential leveling
 CC0094.and adjusted by the National Geodetic Survey in June 1991..
 CC0094
 CC0094.The geoid height was determined by GEOID03.
 CC0094
 CC0094.The dynamic height is computed by dividing the NAVD 88
 CC0094.geopotential number by the normal gravity value computed on the
 CC0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0094.degrees latitude (g = 980.6199 gals.).
 CC0094
 CC0094.The modeled gravity was interpolated from observed gravity values.
 CC0094
 CC0094;                    North         East    Units  Estimated Accuracy
 CC0094;SPC TX C     - 3,258,200.      538,260.      MT  (+/- 180 meters Scaled)
 CC0094
 CC0094                          SUPERSEDED SURVEY CONTROL
 CC0094
 CC0094  NGVD 29 (??/??/92)  836.972  (m)         2745.97   (f) ADJ UNCH    1 2
 CC0094
 CC0094.Superseded values are not recommended for survey control.
 CC0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0094.See file dsdata.txt to determine how the superseded data were derived.
 CC0094
 CC0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR792425(NAD 83)
 CC0094_MARKER: DB = BENCH MARK DISK
 CC0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0094_STAMPING: H 1061 1956
 CC0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0094+STABILITY: SURFACE MOTION
 CC0094
 CC0094  HISTORY     - Date     Condition        Report By
 CC0094  HISTORY     - 1956     MONUMENTED       CGS
 CC0094  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0094
 CC0094                          STATION DESCRIPTION
 CC0094
 CC0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0094'2.15 MI E FROM MIDLAND.
 CC0094'0.4 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE TEXAS AND PACIFIC
 CC0094'RAILROAD STATION AT MIDLAND, THENCE 1.75 MILES EAST ALONG STATE
 CC0094'HIGHWAY 158, 142 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 50
 CC0094'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20.5 FEET EAST OF A
 CC0094'POWER POLE, 14.2 FEET WEST OF A FENCE CORNER, 2 FEET NORTHEAST OF A
 CC0094'WITNESS POST, 0.6 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 CC0094'POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CC0094
 CC0094                          STATION RECOVERY (1982)
 CC0094
 CC0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0208 ***********************************************************************
 CC0208  DESIGNATION -  H 1062
 CC0208  PID         -  CC0208
 CC0208  STATE/COUNTY-  TX/ECTOR
 CC0208  USGS QUAD   -  METZ (1981)
 CC0208
 CC0208                         *CURRENT SURVEY CONTROL
 CC0208  ___________________________________________________________________
 CC0208* NAD 83(1986)-  31 41 47.     (N)    102 40 11.     (W)     SCALED    
 CC0208* NAVD 88     -       869.991  (meters)    2854.30   (feet)  ADJUSTED  
 CC0208  ___________________________________________________________________
 CC0208  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CC0208  DYNAMIC HT  -         868.778 (meters)    2850.32  (feet)  COMP
 CC0208  MODELED GRAV-     979,216.3   (mgal)                       NAVD 88
 CC0208
 CC0208  VERT ORDER  -  FIRST     CLASS II
 CC0208
 CC0208.The horizontal coordinates were scaled from a topographic map and have
 CC0208.an estimated accuracy of +/- 6 seconds.
 CC0208
 CC0208.The orthometric height was determined by differential leveling
 CC0208.and adjusted by the National Geodetic Survey in June 1991..
 CC0208
 CC0208.The geoid height was determined by GEOID03.
 CC0208
 CC0208.The dynamic height is computed by dividing the NAVD 88
 CC0208.geopotential number by the normal gravity value computed on the
 CC0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0208.degrees latitude (g = 980.6199 gals.).
 CC0208
 CC0208.The modeled gravity was interpolated from observed gravity values.
 CC0208
 CC0208;                    North         East    Units  Estimated Accuracy
 CC0208;SPC TX C     - 3,227,340.      478,530.      MT  (+/- 180 meters Scaled)
 CC0208
 CC0208                          SUPERSEDED SURVEY CONTROL
 CC0208
 CC0208  NGVD 29 (??/??/92)  869.640  (m)         2853.14   (f) ADJ UNCH    1 2
 CC0208
 CC0208.Superseded values are not recommended for survey control.
 CC0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0208.See file dsdata.txt to determine how the superseded data were derived.
 CC0208
 CC0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR208091(NAD 83)
 CC0208_MARKER: DB = BENCH MARK DISK
 CC0208_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0208_SP_SET: 28 FT
 CC0208_STAMPING: H 1062 1956
 CC0208_MARK LOGO: CGS   
 CC0208_PROJECTION: PROJECTING 30 CENTIMETERS
 CC0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0208_ROD/PIPE-DEPTH: 8.5  meters
 CC0208
 CC0208  HISTORY     - Date     Condition        Report By
 CC0208  HISTORY     - 1956     MONUMENTED       CGS
 CC0208  HISTORY     - 1982     GOOD             NGS
 CC0208  HISTORY     - 20010202 GOOD             USPSQD
 CC0208
 CC0208                          STATION DESCRIPTION
 CC0208
 CC0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0208'15.0 MI NE FROM MONAHANS.
 CC0208'15.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0208'STATION AT MONAHANS, 40.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 82
 CC0208'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST TRAFFIC LANE OF
 CC0208'U.S. HIGHWAY 80, 8.1 FEET SOUTHWEST OF THE 13TH POLE SOUTHWEST OF
 CC0208'MILEPOST 594, 3 FEET NORTHEAST OF A WITNESS POST, CLAMPED ON THE TOP
 CC0208'OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 28 FEET IN THE
 CC0208'GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.6 FOOT ABOVE
 CC0208'THE GROUND.
 CC0208
 CC0208                          STATION RECOVERY (1982)
 CC0208
 CC0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0208'24.4 KM (15.15 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0208'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 12.5 METERS (41.0
 CC0208'FT) SOUTHEAST OF THE NEAR RAIL AND 8.5 METERS (27.9 FT) NORTHWEST OF
 CC0208'THE CENTERLINE OF THE WEST BOUND LANES OF U. S. HIGHWAY 80.
 CC0208'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 CC0208'THE MARK IS 0.5 M BELOW THE TRACKS.
 CC0208
 CC0208                          STATION RECOVERY (2001)
 CC0208
 CC0208'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0259 ***********************************************************************
 CC0259  DESIGNATION -  H 1063
 CC0259  PID         -  CC0259
 CC0259  STATE/COUNTY-  TX/WARD
 CC0259  USGS QUAD   -  PYOTE WEST (1981)
 CC0259
 CC0259                         *CURRENT SURVEY CONTROL
 CC0259  ___________________________________________________________________
 CC0259* NAD 83(1986)-  31 31 53.     (N)    103 07 32.     (W)     SCALED    
 CC0259* NAVD 88     -       799.679  (meters)    2623.61   (feet)  POSTED    
 CC0259  ___________________________________________________________________
 CC0259  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CC0259  DYNAMIC HT  -         798.540 (meters)    2619.88  (feet)  COMP
 CC0259  MODELED GRAV-     979,190.7   (mgal)                       NAVD 88
 CC0259
 CC0259  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CC0259
 CC0259.The horizontal coordinates were scaled from a topographic map and have
 CC0259.an estimated accuracy of +/- 6 seconds.
 CC0259
 CC0259.The orthometric height was determined by differential leveling
 CC0259.and adjusted by the National Geodetic Survey in 1992..
 CC0259.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CC0259.rate of 2.1 thru 3.0 mm/km.
 CC0259
 CC0259.The geoid height was determined by GEOID03.
 CC0259
 CC0259.The dynamic height is computed by dividing the NAVD 88
 CC0259.geopotential number by the normal gravity value computed on the
 CC0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0259.degrees latitude (g = 980.6199 gals.).
 CC0259
 CC0259.The modeled gravity was interpolated from observed gravity values.
 CC0259
 CC0259;                    North         East    Units  Estimated Accuracy
 CC0259;SPC TX C     - 3,210,050.      434,870.      MT  (+/- 180 meters Scaled)
 CC0259
 CC0259                          SUPERSEDED SURVEY CONTROL
 CC0259
 CC0259  NGVD 29 (??/??/92)  799.362  (m)         2622.57   (f) ADJ UNCH    1 2
 CC0259
 CC0259.Superseded values are not recommended for survey control.
 CC0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0259.See file dsdata.txt to determine how the superseded data were derived.
 CC0259
 CC0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ779900(NAD 83)
 CC0259_MARKER: DB = BENCH MARK DISK
 CC0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0259_SP_SET: FOUNDATION
 CC0259_STAMPING: H 1063 1956
 CC0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0259
 CC0259  HISTORY     - Date     Condition        Report By
 CC0259  HISTORY     - 1956     MONUMENTED       CGS
 CC0259  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0259
 CC0259                          STATION DESCRIPTION
 CC0259
 CC0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0259'IN PYOTE.
 CC0259'AT PYOTE, 30.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TEXAS AND
 CC0259'PACIFIC RAILROAD, 215 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 CC0259'HIGHWAY 115, 3.1 FEET NORTH OF THE NORTH CORNER OF THE CONCRETE
 CC0259'FOUNDATION OF A SEMAPHORE, 20.8 FEET SOUTHWEST OF THE EAST CORNER OF
 CC0259'THE RAILROAD STATION, 2.2 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE
 CC0259'TICKET OFFICE, FLUSH WITH THE GROUND, SET IN THE TOP OF A CONCRETE
 CC0259'POST.
 CC0259
 CC0259                          STATION RECOVERY (1981)
 CC0259
 CC0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0259'NOTE=THE RAILROAD STATION AND THE SEMAPHORE HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0242 ***********************************************************************
 CC0242  DESIGNATION -  H 1064
 CC0242  PID         -  CC0242
 CC0242  STATE/COUNTY-  TX/WARD
 CC0242  USGS QUAD   -  MONAHANS (1981)
 CC0242
 CC0242                         *CURRENT SURVEY CONTROL
 CC0242  ___________________________________________________________________
 CC0242* NAD 83(1986)-  31 33 50.     (N)    102 53 32.     (W)     SCALED    
 CC0242* NAVD 88     -       793.366  (meters)    2602.90   (feet)  ADJUSTED  
 CC0242  ___________________________________________________________________
 CC0242  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CC0242  DYNAMIC HT  -         792.264 (meters)    2599.29  (feet)  COMP
 CC0242  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 CC0242
 CC0242  VERT ORDER  -  FIRST     CLASS II
 CC0242
 CC0242.The horizontal coordinates were scaled from a topographic map and have
 CC0242.an estimated accuracy of +/- 6 seconds.
 CC0242
 CC0242.The orthometric height was determined by differential leveling
 CC0242.and adjusted by the National Geodetic Survey in June 1991..
 CC0242
 CC0242.The geoid height was determined by GEOID03.
 CC0242
 CC0242.The dynamic height is computed by dividing the NAVD 88
 CC0242.geopotential number by the normal gravity value computed on the
 CC0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0242.degrees latitude (g = 980.6199 gals.).
 CC0242
 CC0242.The modeled gravity was interpolated from observed gravity values.
 CC0242
 CC0242;                    North         East    Units  Estimated Accuracy
 CC0242;SPC TX C     - 3,213,120.      457,100.      MT  (+/- 180 meters Scaled)
 CC0242
 CC0242                          SUPERSEDED SURVEY CONTROL
 CC0242
 CC0242  NGVD 29 (??/??/92)  793.024  (m)         2601.78   (f) ADJ UNCH    1 2
 CC0242
 CC0242.Superseded values are not recommended for survey control.
 CC0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0242.See file dsdata.txt to determine how the superseded data were derived.
 CC0242
 CC0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ000940(NAD 83)
 CC0242_MARKER: DB = BENCH MARK DISK
 CC0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0242_STAMPING: H 1064 1956
 CC0242_MARK LOGO: CGS   
 CC0242_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0242+STABILITY: SURFACE MOTION
 CC0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0242+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2000
 CC0242
 CC0242  HISTORY     - Date     Condition        Report By
 CC0242  HISTORY     - 1956     MONUMENTED       CGS
 CC0242  HISTORY     - 1958     GOOD             NGS
 CC0242  HISTORY     - 1981     GOOD             NGS
 CC0242  HISTORY     - 20000727 GOOD             TXDOT
 CC0242
 CC0242                          STATION DESCRIPTION
 CC0242
 CC0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0242'2.15 MI S FROM MONAHANS.
 CC0242'ABOUT 2.15 MILES SOUTH ALONG STATE HIGHWAY 82 FROM THE TEXAS AND
 CC0242'PACIFIC RAILROAD STATION AT MONAHANS, 62 FEET EAST OF THE CENTER LINE
 CC0242'OF THE HIGHWAY, 250 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY TO THE
 CC0242'LOBO DRIVE-IN THEATER, 36 1/2 FEET NORTH OF A POWER POLE, 27 1/2 FEET
 CC0242'SOUTH OF A TEE FENCE CORNER, 1 FOOT WEST OF A FENCE, 2 FEET SOUTH OF A
 CC0242'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 CC0242'PROJECTING 6 INCHES.
 CC0242
 CC0242                          STATION RECOVERY (1981)
 CC0242
 CC0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0242'1.2 KM (0.75 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0242'WITH INTERSTATE HIGHWAY 20 IN MONAHANS, IN THE NORTHWEST CORNER OF
 CC0242'BELL PETROLEUM SURVEYS COMPANY PARKING LOT, 24.0 METERS (78.7 FT)
 CC0242'EAST OF THE CENTERLINE OF THE HIGHWAY, 13.3 METERS (43.7 FT)
 CC0242'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A WHITE METAL BUILDING,
 CC0242'10.5 METERS (34.5 FT) SOUTH OF UTILITY POLE NUMBER 7 AND 8.4 METERS
 CC0242'(27.6 FT) SOUTH OF A FENCE.
 CC0242'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CC0242
 CC0242                          STATION RECOVERY (2000)
 CC0242
 CC0242'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (JCW)
 CC0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0438 ***********************************************************************
 CC0438  DESIGNATION -  H 1065
 CC0438  PID         -  CC0438
 CC0438  STATE/COUNTY-  TX/REEVES
 CC0438  USGS QUAD   -  WORSHAM (1971)
 CC0438
 CC0438                         *CURRENT SURVEY CONTROL
 CC0438  ___________________________________________________________________
 CC0438* NAD 83(1986)-  31 17 52.     (N)    103 33 02.     (W)     SCALED    
 CC0438* NAVD 88     -       804.807  (meters)    2640.44   (feet)  POSTED    
 CC0438  ___________________________________________________________________
 CC0438  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CC0438  DYNAMIC HT  -         803.630 (meters)    2636.58  (feet)  COMP
 CC0438  MODELED GRAV-     979,154.9   (mgal)                       NAVD 88
 CC0438
 CC0438  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0438
 CC0438.The horizontal coordinates were scaled from a topographic map and have
 CC0438.an estimated accuracy of +/- 6 seconds.
 CC0438
 CC0438.The orthometric height was determined by differential leveling
 CC0438.and adjusted by the National Geodetic Survey in 1992..
 CC0438.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0438.rate of 0.0 thru 1.0 mm/km.
 CC0438
 CC0438.The geoid height was determined by GEOID03.
 CC0438
 CC0438.The dynamic height is computed by dividing the NAVD 88
 CC0438.geopotential number by the normal gravity value computed on the
 CC0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0438.degrees latitude (g = 980.6199 gals.).
 CC0438
 CC0438.The modeled gravity was interpolated from observed gravity values.
 CC0438
 CC0438;                    North         East    Units  Estimated Accuracy
 CC0438;SPC TX C     - 3,185,250.      393,780.      MT  (+/- 180 meters Scaled)
 CC0438
 CC0438                          SUPERSEDED SURVEY CONTROL
 CC0438
 CC0438  NGVD 29 (??/??/92)  804.685  (m)         2640.04   (f) ADJ UNCH    1 2
 CC0438
 CC0438.Superseded values are not recommended for survey control.
 CC0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0438.See file dsdata.txt to determine how the superseded data were derived.
 CC0438
 CC0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ379635(NAD 83)
 CC0438_MARKER: DB = BENCH MARK DISK
 CC0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0438_SP_SET: CULVERT
 CC0438_STAMPING: H 1065 1956
 CC0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0438
 CC0438  HISTORY     - Date     Condition        Report By
 CC0438  HISTORY     - 1956     MONUMENTED       CGS
 CC0438
 CC0438                          STATION DESCRIPTION
 CC0438
 CC0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0438'10.0 MI S FROM PECOS.
 CC0438'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0438'THENCE 8.4 MILES SOUTH ALONG STATE HIGHWAY 17, 22 FEET EAST OF THE
 CC0438'CENTER LINE OF THE HIGHWAY, 400 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CC0438'OF A COTTON GIN, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 CC0438'OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0308 ***********************************************************************
 CC0308  DESIGNATION -  H 1066
 CC0308  PID         -  CC0308
 CC0308  STATE/COUNTY-  TX/WARD
 CC0308  USGS QUAD   -  QUITO DRAW (1981)
 CC0308
 CC0308                         *CURRENT SURVEY CONTROL
 CC0308  ___________________________________________________________________
 CC0308* NAD 83(1986)-  31 29 32.     (N)    103 16 05.     (W)     SCALED    
 CC0308* NAVD 88     -       824.872  (meters)    2706.27   (feet)  ADJUSTED  
 CC0308  ___________________________________________________________________
 CC0308  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CC0308  DYNAMIC HT  -         823.676 (meters)    2702.34  (feet)  COMP
 CC0308  MODELED GRAV-     979,162.9   (mgal)                       NAVD 88
 CC0308
 CC0308  VERT ORDER  -  FIRST     CLASS II
 CC0308
 CC0308.The horizontal coordinates were scaled from a topographic map and have
 CC0308.an estimated accuracy of +/- 6 seconds.
 CC0308
 CC0308.The orthometric height was determined by differential leveling
 CC0308.and adjusted by the National Geodetic Survey in June 1991..
 CC0308
 CC0308.The geoid height was determined by GEOID03.
 CC0308
 CC0308.The dynamic height is computed by dividing the NAVD 88
 CC0308.geopotential number by the normal gravity value computed on the
 CC0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0308.degrees latitude (g = 980.6199 gals.).
 CC0308
 CC0308.The modeled gravity was interpolated from observed gravity values.
 CC0308
 CC0308;                    North         East    Units  Estimated Accuracy
 CC0308;SPC TX C     - 3,206,050.      421,230.      MT  (+/- 180 meters Scaled)
 CC0308
 CC0308                          SUPERSEDED SURVEY CONTROL
 CC0308
 CC0308  NGVD 29 (??/??/92)  824.530  (m)         2705.15   (f) ADJ UNCH    1 2
 CC0308
 CC0308.Superseded values are not recommended for survey control.
 CC0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0308.See file dsdata.txt to determine how the superseded data were derived.
 CC0308
 CC0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ644854(NAD 83)
 CC0308_MARKER: DB = BENCH MARK DISK
 CC0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0308_SP_SET: CULVERT
 CC0308_STAMPING: H 1066 1956
 CC0308_MARK LOGO: CGS   
 CC0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0308
 CC0308  HISTORY     - Date     Condition        Report By
 CC0308  HISTORY     - 1956     MONUMENTED       CGS
 CC0308  HISTORY     - 1981     GOOD             NGS
 CC0308
 CC0308                          STATION DESCRIPTION
 CC0308
 CC0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0308'7.8 MI NE FROM BARSTOW.
 CC0308'7.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0308'STATION AT BARSTOW, 13 1/2 POLES NORTHEAST OF MILEPOST 633, 12.3 FEET
 CC0308'SOUTHEAST OF THE SOUTHEAST RAIL, 0.6 MILE SOUTHWEST OF BENCH MARK C
 CC0308'1066, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CC0308'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 36 INCH CONCRETE PIPE
 CC0308'CULVERT.
 CC0308
 CC0308                          STATION RECOVERY (1981)
 CC0308
 CC0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0308'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0308'INTERSTATE HIGHWAY 20 IN PECOS, 24.8 KM (15.4 MI) NORTHEAST ALONG THE
 CC0308'MISSOURI PACIFIC RAILROAD, 0.7 KM (0.45 MI) NORTHEAST OF MILE POST
 CC0308'633, IN TOP OF AND 0.3 METER (1.0 FT) SOUTHWEST OF THE NORTHEAST END
 CC0308'OF THE SOUTHEAST HEADWALL OF A 36-INCH CONCRETE PIPE CULVERT UNDER
 CC0308'THE RAILROAD, 61.0 METERS (200.0 FT) NORTHWEST OF HIGHWAY MILE POST
 CC0308'57, AND 3.8 METERS (12.3 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0308'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0081 ***********************************************************************
 CD0081  DESIGNATION -  H 1068
 CD0081  PID         -  CD0081
 CD0081  STATE/COUNTY-  TX/REEVES
 CD0081  USGS QUAD   -  SAN MARTINE (1970)
 CD0081
 CD0081                         *CURRENT SURVEY CONTROL
 CD0081  ___________________________________________________________________
 CD0081* NAD 83(1986)-  31 09 45.     (N)    104 02 45.     (W)     SCALED    
 CD0081* NAVD 88     -      1123.368  (meters)    3685.58   (feet)  ADJUSTED  
 CD0081  ___________________________________________________________________
 CD0081  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CD0081  DYNAMIC HT  -        1121.677 (meters)    3680.04  (feet)  COMP
 CD0081  MODELED GRAV-     979,095.8   (mgal)                       NAVD 88
 CD0081
 CD0081  VERT ORDER  -  FIRST     CLASS II
 CD0081
 CD0081.The horizontal coordinates were scaled from a topographic map and have
 CD0081.an estimated accuracy of +/- 6 seconds.
 CD0081
 CD0081.The orthometric height was determined by differential leveling
 CD0081.and adjusted by the National Geodetic Survey in June 1991..
 CD0081
 CD0081.The geoid height was determined by GEOID03.
 CD0081
 CD0081.The dynamic height is computed by dividing the NAVD 88
 CD0081.geopotential number by the normal gravity value computed on the
 CD0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0081.degrees latitude (g = 980.6199 gals.).
 CD0081
 CD0081.The modeled gravity was interpolated from observed gravity values.
 CD0081
 CD0081;                    North         East    Units  Estimated Accuracy
 CD0081;SPC TX C     - 3,171,730.      346,150.      MT  (+/- 180 meters Scaled)
 CD0081
 CD0081                          SUPERSEDED SURVEY CONTROL
 CD0081
 CD0081  NGVD 29 (??/??/92) 1122.955  (m)         3684.23   (f) ADJ UNCH    1 2
 CD0081
 CD0081.Superseded values are not recommended for survey control.
 CD0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0081.See file dsdata.txt to determine how the superseded data were derived.
 CD0081
 CD0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ909480(NAD 83)
 CD0081_MARKER: DB = BENCH MARK DISK
 CD0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0081_SP_SET: CULVERT
 CD0081_STAMPING: H 1068 1956
 CD0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0081
 CD0081  HISTORY     - Date     Condition        Report By
 CD0081  HISTORY     - 1956     MONUMENTED       CGS
 CD0081
 CD0081                          STATION DESCRIPTION
 CD0081
 CD0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0081'2.0 MI E FROM SAN MARTINE.
 CD0081'2.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0081'FOREMANS HOUSE AT SAN MARTINE, 11 POLES EAST OF MILEPOST 685, 10.2
 CD0081'FEET SOUTH OF THE SOUTH RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET
 CD0081'IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE
 CD0081'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0114 ***********************************************************************
 CD0114  DESIGNATION -  H 1069
 CD0114  PID         -  CD0114
 CD0114  STATE/COUNTY-  TX/CULBERSON
 CD0114  USGS QUAD   -  FENCEPOST DRAW (1970)
 CD0114
 CD0114                         *CURRENT SURVEY CONTROL
 CD0114  ___________________________________________________________________
 CD0114* NAD 83(1986)-  31 04 30.     (N)    104 21 31.     (W)     SCALED    
 CD0114* NAVD 88     -      1337.363  (meters)    4387.67   (feet)  ADJUSTED  
 CD0114  ___________________________________________________________________
 CD0114  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 CD0114  DYNAMIC HT  -        1335.271 (meters)    4380.80  (feet)  COMP
 CD0114  MODELED GRAV-     979,029.4   (mgal)                       NAVD 88
 CD0114
 CD0114  VERT ORDER  -  FIRST     CLASS II
 CD0114
 CD0114.The horizontal coordinates were scaled from a topographic map and have
 CD0114.an estimated accuracy of +/- 6 seconds.
 CD0114
 CD0114.The orthometric height was determined by differential leveling
 CD0114.and adjusted by the National Geodetic Survey in June 1991..
 CD0114
 CD0114.The geoid height was determined by GEOID03.
 CD0114
 CD0114.The dynamic height is computed by dividing the NAVD 88
 CD0114.geopotential number by the normal gravity value computed on the
 CD0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0114.degrees latitude (g = 980.6199 gals.).
 CD0114
 CD0114.The modeled gravity was interpolated from observed gravity values.
 CD0114
 CD0114;                    North         East    Units  Estimated Accuracy
 CD0114;SPC TX C     - 3,163,070.      316,000.      MT  (+/- 180 meters Scaled)
 CD0114
 CD0114                          SUPERSEDED SURVEY CONTROL
 CD0114
 CD0114  NGVD 29 (??/??/92) 1336.844  (m)         4385.96   (f) ADJ UNCH    1 2
 CD0114
 CD0114.Superseded values are not recommended for survey control.
 CD0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0114.See file dsdata.txt to determine how the superseded data were derived.
 CD0114
 CD0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ611380(NAD 83)
 CD0114_MARKER: DB = BENCH MARK DISK
 CD0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0114_STAMPING: H 1069 1956
 CD0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0114+STABILITY: SURFACE MOTION
 CD0114
 CD0114  HISTORY     - Date     Condition        Report By
 CD0114  HISTORY     - 1956     MONUMENTED       CGS
 CD0114
 CD0114                          STATION DESCRIPTION
 CD0114
 CD0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0114'1.8 MI E FROM BORACHO.
 CD0114'1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0114'FOREMANS HOUSE AT BORACHO, 126 FEET SOUTH OF THE SOUTH RAIL, 15.6 FEET
 CD0114'SOUTH OF THE 1ST POLE WEST OF MILEPOST 707, 2.8 FEET SOUTH OF A FENCE,
 CD0114'2.6 FEET SOUTHEAST OF A WITNESS POST, 7 FEET BELOW THE TOP OF THE
 CD0114'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CD0114'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0180 ***********************************************************************
 CC0180  DESIGNATION -  H 107
 CC0180  PID         -  CC0180
 CC0180  STATE/COUNTY-  TX/PECOS
 CC0180  USGS QUAD   -  DIAMOND Y SPRING NW (1974)
 CC0180
 CC0180                         *CURRENT SURVEY CONTROL
 CC0180  ___________________________________________________________________
 CC0180* NAD 83(1986)-  31 10 00.     (N)    102 53 28.     (W)     SCALED    
 CC0180* NAVD 88     -       778.381  (meters)    2553.74   (feet)  ADJUSTED  
 CC0180  ___________________________________________________________________
 CC0180  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CC0180  DYNAMIC HT  -         777.262 (meters)    2550.07  (feet)  COMP
 CC0180  MODELED GRAV-     979,176.9   (mgal)                       NAVD 88
 CC0180
 CC0180  VERT ORDER  -  FIRST     CLASS II
 CC0180
 CC0180.The horizontal coordinates were scaled from a topographic map and have
 CC0180.an estimated accuracy of +/- 6 seconds.
 CC0180
 CC0180.The orthometric height was determined by differential leveling
 CC0180.and adjusted by the National Geodetic Survey in June 1991..
 CC0180
 CC0180.The geoid height was determined by GEOID03.
 CC0180
 CC0180.The dynamic height is computed by dividing the NAVD 88
 CC0180.geopotential number by the normal gravity value computed on the
 CC0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0180.degrees latitude (g = 980.6199 gals.).
 CC0180
 CC0180.The modeled gravity was interpolated from observed gravity values.
 CC0180
 CC0180;                    North         East    Units  Estimated Accuracy
 CC0180;SPC TX C     - 3,169,090.      456,200.      MT  (+/- 180 meters Scaled)
 CC0180
 CC0180                          SUPERSEDED SURVEY CONTROL
 CC0180
 CC0180  NGVD 29 (??/??/92)  778.084  (m)         2552.76   (f) ADJ UNCH    1 2
 CC0180
 CC0180.Superseded values are not recommended for survey control.
 CC0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0180.See file dsdata.txt to determine how the superseded data were derived.
 CC0180
 CC0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ009499(NAD 83)
 CC0180_MARKER: DB = BENCH MARK DISK
 CC0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0180_STAMPING: H 107 1933 2552.764
 CC0180_MARK LOGO: CGS   
 CC0180_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0180+STABILITY: SURFACE MOTION
 CC0180
 CC0180  HISTORY     - Date     Condition        Report By
 CC0180  HISTORY     - 1933     MONUMENTED       CGS
 CC0180  HISTORY     - 1958     GOOD             NGS
 CC0180  HISTORY     - 1981     GOOD             NGS
 CC0180
 CC0180                          STATION DESCRIPTION
 CC0180
 CC0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0180'12.75 MI S FROM GRANDFALLS.
 CC0180'ABOUT 12.75 MILES SOUTH ALONG STATE HIGHWAY 82 FROM THE FIRST BAPTIST
 CC0180'CHURCH AT GRANDFALLS, 127 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CC0180'ABOUT 0.6 MILE NORTH OF A DIRT ROAD LEADING EAST, ABOUT 0.15 MILE
 CC0180'NORTH OF A 5-CHANNEL CONCRETE CULVERT, 67 FEET EAST OF A FENCE, 1 1/2
 CC0180'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 CC0180'CONCRETE POST PROJECTING 8 INCHES.
 CC0180
 CC0180                          STATION RECOVERY (1981)
 CC0180
 CC0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0180'20.8 KM (12.9 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0180'WITH STATE HIGHWAY 329 IN GRANDFALLS, 0.3 KM (0.15 MI) SOUTH OF A
 CC0180'DIRT ROAD LEADING EAST, 0.2 KM (0.15 MI) NORTH OF A 5-CHANNEL CONCRETE
 CC0180'CULVERT, 38.7 METERS (127.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 CC0180'24.1 METERS (79.1 FT) NORTHEAST OF A UTILITY POLE AND 0.6 METER
 CC0180'(2.0 FT) NORTH OF A 4 BY 4 INCH WOODEN WITNESS POST.
 CC0180'THE MARK IS 20.4 METERS  E FROM  A WITNESS POST AND FENCE
 CC0180'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0211 ***********************************************************************
 CD0211  DESIGNATION -  H 1070
 CD0211  PID         -  CD0211
 CD0211  STATE/COUNTY-  TX/CULBERSON
 CD0211  USGS QUAD   -  VAN HORN (1979)
 CD0211
 CD0211                         *CURRENT SURVEY CONTROL
 CD0211  ___________________________________________________________________
 CD0211* NAD 83(1986)-  31 02 17.     (N)    104 51 31.     (W)     SCALED    
 CD0211* NAVD 88     -      1259.974  (meters)    4133.76   (feet)  ADJUSTED  
 CD0211  ___________________________________________________________________
 CD0211  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0211  DYNAMIC HT  -        1257.984 (meters)    4127.24  (feet)  COMP
 CD0211  MODELED GRAV-     979,018.2   (mgal)                       NAVD 88
 CD0211
 CD0211  VERT ORDER  -  FIRST     CLASS II
 CD0211
 CD0211.The horizontal coordinates were scaled from a topographic map and have
 CD0211.an estimated accuracy of +/- 6 seconds.
 CD0211
 CD0211.The orthometric height was determined by differential leveling
 CD0211.and adjusted by the National Geodetic Survey in June 1991..
 CD0211
 CD0211.The geoid height was determined by GEOID03.
 CD0211
 CD0211.The dynamic height is computed by dividing the NAVD 88
 CD0211.geopotential number by the normal gravity value computed on the
 CD0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0211.degrees latitude (g = 980.6199 gals.).
 CD0211
 CD0211.The modeled gravity was interpolated from observed gravity values.
 CD0211
 CD0211;                    North         East    Units  Estimated Accuracy
 CD0211;SPC TX C     - 3,160,810.      268,160.      MT  (+/- 180 meters Scaled)
 CD0211
 CD0211                          SUPERSEDED SURVEY CONTROL
 CD0211
 CD0211  NGVD 29 (??/??/92) 1259.462  (m)         4132.08   (f) ADJ UNCH    1 2
 CD0211
 CD0211.Superseded values are not recommended for survey control.
 CD0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0211.See file dsdata.txt to determine how the superseded data were derived.
 CD0211
 CD0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ134338(NAD 83)
 CD0211_MARKER: DB = BENCH MARK DISK
 CD0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0211_STAMPING: H 1070 1956
 CD0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0211+STABILITY: SURFACE MOTION
 CD0211
 CD0211  HISTORY     - Date     Condition        Report By
 CD0211  HISTORY     - 1956     MONUMENTED       CGS
 CD0211  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0211
 CD0211                          STATION DESCRIPTION
 CD0211
 CD0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0211'1.55 MI W FROM VAN HORN.
 CD0211'1.55 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0211'AT VAN HORN, 41 FEET SOUTHWEST OF THE 2ND POLE EAST OF MILEPOST 737,
 CD0211'216 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 83 FEET SOUTH OF
 CD0211'THE SOUTH RAIL, 21 FEET SOUTH OF A FENCE, 2.5 FEET SOUTH OF A WITNESS
 CD0211'POST, 10 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 CD0211'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CD0211
 CD0211                          STATION RECOVERY (1981)
 CD0211
 CD0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0529 ***********************************************************************
 CD0529  DESIGNATION -  H 1071
 CD0529  PID         -  CD0529
 CD0529  STATE/COUNTY-  TX/HUDSPETH
 CD0529  USGS QUAD   -  ALLAMOORE (1964)
 CD0529
 CD0529                         *CURRENT SURVEY CONTROL
 CD0529  ___________________________________________________________________
 CD0529* NAD 83(1986)-  31 05 49.     (N)    105 04 57.     (W)     SCALED    
 CD0529* NAVD 88     -      1361.564  (meters)    4467.06   (feet)  ADJUSTED  
 CD0529  ___________________________________________________________________
 CD0529  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0529  DYNAMIC HT  -        1359.401 (meters)    4459.97  (feet)  COMP
 CD0529  MODELED GRAV-     979,004.4   (mgal)                       NAVD 88
 CD0529
 CD0529  VERT ORDER  -  FIRST     CLASS II
 CD0529
 CD0529.The horizontal coordinates were scaled from a topographic map and have
 CD0529.an estimated accuracy of +/- 6 seconds.
 CD0529
 CD0529.The orthometric height was determined by differential leveling
 CD0529.and adjusted by the National Geodetic Survey in June 1991..
 CD0529
 CD0529.The geoid height was determined by GEOID03.
 CD0529
 CD0529.The dynamic height is computed by dividing the NAVD 88
 CD0529.geopotential number by the normal gravity value computed on the
 CD0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0529.degrees latitude (g = 980.6199 gals.).
 CD0529
 CD0529.The modeled gravity was interpolated from observed gravity values.
 CD0529
 CD0529;                    North         East    Units  Estimated Accuracy
 CD0529;SPC TX C     - 3,168,220.      247,080.      MT  (+/- 180 meters Scaled)
 CD0529
 CD0529                          SUPERSEDED SURVEY CONTROL
 CD0529
 CD0529  NGVD 29 (??/??/92) 1361.002  (m)         4465.22   (f) ADJ UNCH    1 2
 CD0529
 CD0529.Superseded values are not recommended for survey control.
 CD0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0529.See file dsdata.txt to determine how the superseded data were derived.
 CD0529
 CD0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ921403(NAD 83)
 CD0529_MARKER: DB = BENCH MARK DISK
 CD0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0529_SP_SET: CULVERT
 CD0529_STAMPING: H 1071 1956
 CD0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0529
 CD0529  HISTORY     - Date     Condition        Report By
 CD0529  HISTORY     - 1956     MONUMENTED       CGS
 CD0529  HISTORY     - 1981     GOOD             NGS
 CD0529
 CD0529                          STATION DESCRIPTION
 CD0529
 CD0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0529'4.8 MI W FROM ALLAMORE.
 CD0529'4.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0529'FOREMANS HOUSE AT ALLAMORE, 94 FEET SOUTH OF THE SOUTH SIDE OF TRESTLE
 CD0529'751.3, 99 FEET SOUTH OF THE SOUTH RAIL, 18.5 FEET NORTH OF THE CENTER
 CD0529'LINE OF U.S. HIGHWAY 80, SET IN THE TOP OF THE WEST END OF THE NORTH
 CD0529'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 CD0529
 CD0529                          STATION RECOVERY (1981)
 CD0529
 CD0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0529'17.4 KM (10.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0529'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, THENCE 0.6 KM (0.35 MI)
 CD0529'NORTH ALONG A PAVED ROAD TURNING TO GRAVELED, THENCE 7.9 KM (4.9 MI)
 CD0529'NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, 0.2 KM (0.15 MI)
 CD0529'NORTHWEST OF MILEPOST 751, IN TOP OF AND 0.3 METER (1.0 FT) EAST OF
 CD0529'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A MULTI-BOX CULVERT
 CD0529'UNDER A FRONTAGE ROAD, 30.2 METERS (99.0 FT) SOUTH OF THE NEAR RAIL,
 CD0529'28.7 METERS (94.0 FT) SOUTH OF THE SOUTHWEST CORNER OF TRESSEL
 CD0529'NUMBER 751.3 AND 5.6 METERS (18.5 FT) NORTH OF THE CENTERLINE OF THE
 CD0529'ROAD.
 CD0529'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0043 ***********************************************************************
 CE0043  DESIGNATION -  H 1072
 CE0043  PID         -  CE0043
 CE0043  STATE/COUNTY-  TX/EL PASO
 CE0043  USGS QUAD   -  EL PASO (1997)
 CE0043
 CE0043                         *CURRENT SURVEY CONTROL
 CE0043  ___________________________________________________________________
 CE0043* NAD 83(1986)-  31 46 10.     (N)    106 24 52.     (W)     SCALED    
 CE0043* NAVD 88     -      1127.700  (meters)    3699.80   (feet)  ADJUSTED  
 CE0043  ___________________________________________________________________
 CE0043  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CE0043  DYNAMIC HT  -        1125.979 (meters)    3694.15  (feet)  COMP
 CE0043  MODELED GRAV-     979,075.6   (mgal)                       NAVD 88
 CE0043
 CE0043  VERT ORDER  -  FIRST     CLASS I
 CE0043
 CE0043.The horizontal coordinates were scaled from a topographic map and have
 CE0043.an estimated accuracy of +/- 6 seconds.
 CE0043
 CE0043.The orthometric height was determined by differential leveling
 CE0043.and adjusted by the National Geodetic Survey in November 1996..
 CE0043
 CE0043.The geoid height was determined by GEOID03.
 CE0043
 CE0043.The dynamic height is computed by dividing the NAVD 88
 CE0043.geopotential number by the normal gravity value computed on the
 CE0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0043.degrees latitude (g = 980.6199 gals.).
 CE0043
 CE0043.The modeled gravity was interpolated from observed gravity values.
 CE0043
 CE0043;                    North         East    Units  Estimated Accuracy
 CE0043;SPC TX C     - 3,248,850.      124,250.      MT  (+/- 180 meters Scaled)
 CE0043
 CE0043                          SUPERSEDED SURVEY CONTROL
 CE0043
 CE0043  NAVD 88 (06/15/91) 1127.733  (m)         3699.90   (f) UNKNOWN     1 1
 CE0043  NGVD 29 (??/??/92) 1127.237  (m)         3698.28   (f) ADJ UNCH    1 1
 CE0043
 CE0043.Superseded values are not recommended for survey control.
 CE0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0043.See file dsdata.txt to determine how the superseded data were derived.
 CE0043
 CE0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR660157(NAD 83)
 CE0043_MARKER: DB = BENCH MARK DISK
 CE0043_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CE0043_SP_SET: BRIDGE ABUTMENT WALKWAY
 CE0043_STAMPING: H 1072 1956
 CE0043_MARK LOGO: CGS   
 CE0043_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0043+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1996
 CE0043
 CE0043  HISTORY     - Date     Condition        Report By
 CE0043  HISTORY     - 1956     MONUMENTED       CGS
 CE0043  HISTORY     - 1981     GOOD             NGS
 CE0043  HISTORY     - 19921123 GOOD             NGS
 CE0043  HISTORY     - 19960206 GOOD             NGS
 CE0043
 CE0043                          STATION DESCRIPTION
 CE0043
 CE0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0043'5.2 MI E FROM EL PASO.
 CE0043'5.2 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0043'STATION AT EL PASO, AT THE CROSSING OF CLARK STREET, 4 1/2 POLES WEST
 CE0043'OF MILEPOST 824, 162 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 CE0043'70 FEET SOUTH OF THE CENTER LINE OF EL PASO DRIVE, 14.2 FEET EAST OF
 CE0043'THE CENTER LINE OF CLARK STREET, SET IN THE TOP OF THE NORTH END OF
 CE0043'THE CONCRETE WALK ON THE EAST SIDE OF A BRIDGE OVER AN IRRIGATION
 CE0043'CANAL.
 CE0043
 CE0043                          STATION RECOVERY (1981)
 CE0043
 CE0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0043'THE MARK IS 0.2 M ABOVE THE DRIVE.
 CE0043'IN EL PASO, AT THE JUNCTION OF CLARK DRIVE AND THE SOUTHERN PACIFIC
 CE0043'RAILROAD, 0.2 KM (0.15 MI) WEST OF MILEPOST 824, IN TOP OF THE
 CE0043'NORTHWEST CORNER OF THE EAST CONCRETE WALKWAY OF A BRIDGE OVER
 CE0043'THE FRANKLIN CANAL, 49.4 METERS (162.O FT) SOUTH OF THE NEAR RAIL,
 CE0043'21.3 METERS (70.0 FT) SOUTH OF THE CENTERLINE OF EL PASO DRIVE AND
 CE0043'4.4 METERS (14.5 FT) EAST OF THE CENTERLINE OF CLARK DRIVE.
 CE0043
 CE0043                          STATION RECOVERY (1992)
 CE0043
 CE0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0043'IN EL PASO, AT THE INTERSECTION OF CLARK DRIVE AND THE SOUTHERN
 CE0043'PACIFIC RAILROAD, IN TOP OF AND 0.7 M (2.3 FT) SOUTH OF THE NORTH END
 CE0043'OF THE EAST CONCRETE WALKWAY OF THE DRIVE BRIDGE SPANNING THE
 CE0043'FRANKLIN CANAL, 49.4 M (162.1 FT) SOUTH OF THE NEAR RAIL, 21.3 M
 CE0043'(69.9 FT) SOUTH OF THE CENTERLINE OF EL PASO DRIVE, 4.4 M (14.4 FT)
 CE0043'EAST OF THE CENTERLINE OF THE DRIVE, AND 0.2 M (0.7 FT) ABOVE THE
 CE0043'LEVEL OF CLARK DRIVE.
 CE0043
 CE0043                          STATION RECOVERY (1996)
 CE0043
 CE0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CE0043'IN EL PASO, AT THE INTERSECTION OF CLARK DRIVE AND THE SOUTHERN
 CE0043'PACIFIC RAILROAD, IN TOP OF AND 0.7 M (2.3 FT) SOUTH OF THE NORTH END
 CE0043'OF THE EAST CONCRETE ABUTMENT WALKWAY OF A BRIDGE SPANNING THE
 CE0043'FRANKLIN CANAL, 49.4 M (162.1 FT) SOUTH OF THE NEAR RAIL, 21.3 M (69.9
 CE0043'FT) SOUTH OF THE CENTER OF EL PASO DRIVE, 4.4 M (14.4 FT) EAST OF THE
 CE0043'CENTER OF CLARK DRIVE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF CLARK
 CE0043'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0008 ***********************************************************************
 CE0008  DESIGNATION -  H 1073
 CE0008  PID         -  CE0008
 CE0008  STATE/COUNTY-  TX/EL PASO
 CE0008  USGS QUAD   -  CLINT (1995)
 CE0008
 CE0008                         *CURRENT SURVEY CONTROL
 CE0008  ___________________________________________________________________
 CE0008* NAD 83(1986)-  31 30 27.     (N)    106 09 37.     (W)     SCALED    
 CE0008* NAVD 88     -      1102.873  (meters)    3618.34   (feet)  ADJUSTED  
 CE0008  ___________________________________________________________________
 CE0008  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0008  DYNAMIC HT  -        1101.174 (meters)    3612.77  (feet)  COMP
 CE0008  MODELED GRAV-     979,062.8   (mgal)                       NAVD 88
 CE0008
 CE0008  VERT ORDER  -  FIRST     CLASS II
 CE0008
 CE0008.The horizontal coordinates were scaled from a topographic map and have
 CE0008.an estimated accuracy of +/- 6 seconds.
 CE0008
 CE0008.The orthometric height was determined by differential leveling
 CE0008.and adjusted by the National Geodetic Survey in June 1991..
 CE0008.WARNING-Repeat measurements at this control monument indicate possible
 CE0008.vertical movement.
 CE0008
 CE0008.The geoid height was determined by GEOID03.
 CE0008
 CE0008.The dynamic height is computed by dividing the NAVD 88
 CE0008.geopotential number by the normal gravity value computed on the
 CE0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0008.degrees latitude (g = 980.6199 gals.).
 CE0008
 CE0008.The modeled gravity was interpolated from observed gravity values.
 CE0008
 CE0008;                    North         East    Units  Estimated Accuracy
 CE0008;SPC TX C     - 3,218,560.      146,770.      MT  (+/- 180 meters Scaled)
 CE0008
 CE0008                          SUPERSEDED SURVEY CONTROL
 CE0008
 CE0008  NGVD 29 (??/??/92) 1102.313  (m)         3616.51   (f) ADJ UNCH    1 2
 CE0008
 CE0008.Superseded values are not recommended for survey control.
 CE0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0008.See file dsdata.txt to determine how the superseded data were derived.
 CE0008
 CE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ898864(NAD 83)
 CE0008_MARKER: DB = BENCH MARK DISK
 CE0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0008_SP_SET: CULVERT
 CE0008_STAMPING: H 1073 1956
 CE0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0008
 CE0008  HISTORY     - Date     Condition        Report By
 CE0008  HISTORY     - 1956     MONUMENTED       CGS
 CE0008  HISTORY     - 1981     GOOD             NGS
 CE0008
 CE0008                          STATION DESCRIPTION
 CE0008
 CE0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0008'0.2 MI NW FROM FABENS.
 CE0008'0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0008'STATION AT FABENS, 8.5 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN
 CE0008'THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF CONCRETE
 CE0008'CULVERT 800.38.
 CE0008
 CE0008                          STATION RECOVERY (1981)
 CE0008
 CE0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0008'IN FABENS, AT THE JUNCTION OF SECOND STREET NORTHWEST AND THE
 CE0008'SOUTHERN PACIFIC RAILROAD, IN TOP OF AND 0.3 METER (1.0 FT) SOUTHEAST
 CE0008'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT,
 CE0008'107.9 METERS (354.0 FT) NORTHWEST OF THE CENTER OF THE STREET AND
 CE0008'2.5 METERS (8.5 FT) NORTHEAST OF THE NEAR RAIL.
 CE0008'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0844 ***********************************************************************
 AY0844  DESIGNATION -  H 1075
 AY0844  PID         -  AY0844
 AY0844  STATE/COUNTY-  TX/MEDINA
 AY0844  USGS QUAD   -  LYTLE (1982)
 AY0844
 AY0844                         *CURRENT SURVEY CONTROL
 AY0844  ___________________________________________________________________
 AY0844* NAD 83(1986)-  29 11 20.     (N)    098 51 54.     (W)     SCALED    
 AY0844* NAVD 88     -       208.353  (meters)     683.57   (feet)  ADJUSTED  
 AY0844  ___________________________________________________________________
 AY0844  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AY0844  DYNAMIC HT  -         208.055 (meters)     682.59  (feet)  COMP
 AY0844  MODELED GRAV-     979,206.2   (mgal)                       NAVD 88
 AY0844
 AY0844  VERT ORDER  -  FIRST     CLASS II
 AY0844
 AY0844.The horizontal coordinates were scaled from a topographic map and have
 AY0844.an estimated accuracy of +/- 6 seconds.
 AY0844
 AY0844.The orthometric height was determined by differential leveling
 AY0844.and adjusted by the National Geodetic Survey in June 1991..
 AY0844
 AY0844.The geoid height was determined by GEOID03.
 AY0844
 AY0844.The dynamic height is computed by dividing the NAVD 88
 AY0844.geopotential number by the normal gravity value computed on the
 AY0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0844.degrees latitude (g = 980.6199 gals.).
 AY0844
 AY0844.The modeled gravity was interpolated from observed gravity values.
 AY0844
 AY0844;                    North         East    Units  Estimated Accuracy
 AY0844;SPC TXSC     - 4,150,240.      613,130.      MT  (+/- 180 meters Scaled)
 AY0844
 AY0844                          SUPERSEDED SURVEY CONTROL
 AY0844
 AY0844  NGVD 29 (??/??/92)  208.236  (m)          683.19   (f) ADJ UNCH    1 2
 AY0844
 AY0844.Superseded values are not recommended for survey control.
 AY0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0844.See file dsdata.txt to determine how the superseded data were derived.
 AY0844
 AY0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT131289(NAD 83)
 AY0844_MARKER: DB = BENCH MARK DISK
 AY0844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0844_SP_SET: FOUNDATION
 AY0844_STAMPING: H 1075 1956
 AY0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0844
 AY0844  HISTORY     - Date     Condition        Report By
 AY0844  HISTORY     - 1956     MONUMENTED       CGS
 AY0844  HISTORY     - 1987     GOOD             USPSQD
 AY0844  HISTORY     - 19950522 MARK NOT FOUND   USPSQD
 AY0844  HISTORY     - 19970917 GOOD             USPSQD
 AY0844  HISTORY     - 20020129 GOOD             USPSQD
 AY0844
 AY0844                          STATION DESCRIPTION
 AY0844
 AY0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0844'IN NATALIA.
 AY0844'AT NATALIA, AT THE INTERNATIONAL AND GREAT NORTHERN RAILROAD STATION,
 AY0844'28.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 5 FEET
 AY0844'NORTH OF THE NORTH CORNER OF THE TICKET OFFICE WINDOW, 2.4 FEET ABOVE
 AY0844'THE GROUND, SET IN THE TOP OF THE NORTH CORNER OF THE CONCRETE
 AY0844'FOUNDATION OF A SEMAPHORE.
 AY0844
 AY0844                          STATION RECOVERY (1987)
 AY0844
 AY0844'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY0844'RECOVERED IN GOOD CONDITION.
 AY0844
 AY0844                          STATION RECOVERY (1995)
 AY0844
 AY0844'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0844'MARK NOT FOUND.
 AY0844
 AY0844                          STATION RECOVERY (1997)
 AY0844
 AY0844'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0844'RECOVERED IN GOOD CONDITION.
 AY0844
 AY0844                          STATION RECOVERY (2002)
 AY0844
 AY0844'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0170 ***********************************************************************
 AO0170  DESIGNATION -  H 1076
 AO0170  PID         -  AO0170
 AO0170  STATE/COUNTY-  TX/FRIO
 AO0170  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0170
 AO0170                         *CURRENT SURVEY CONTROL
 AO0170  ___________________________________________________________________
 AO0170* NAD 83(1986)-  28 57 34.     (N)    099 04 36.     (W)     SCALED    
 AO0170* NAVD 88     -       212.887  (meters)     698.45   (feet)  ADJUSTED  
 AO0170  ___________________________________________________________________
 AO0170  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0170  DYNAMIC HT  -         212.577 (meters)     697.43  (feet)  COMP
 AO0170  MODELED GRAV-     979,182.6   (mgal)                       NAVD 88
 AO0170
 AO0170  VERT ORDER  -  FIRST     CLASS II
 AO0170
 AO0170.The horizontal coordinates were scaled from a topographic map and have
 AO0170.an estimated accuracy of +/- 6 seconds.
 AO0170
 AO0170.The orthometric height was determined by differential leveling
 AO0170.and adjusted by the National Geodetic Survey in June 1991..
 AO0170
 AO0170.The geoid height was determined by GEOID03.
 AO0170
 AO0170.The dynamic height is computed by dividing the NAVD 88
 AO0170.geopotential number by the normal gravity value computed on the
 AO0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0170.degrees latitude (g = 980.6199 gals.).
 AO0170
 AO0170.The modeled gravity was interpolated from observed gravity values.
 AO0170
 AO0170;                    North         East    Units  Estimated Accuracy
 AO0170;SPC TXSC     - 4,124,810.      592,530.      MT  (+/- 180 meters Scaled)
 AO0170
 AO0170                          SUPERSEDED SURVEY CONTROL
 AO0170
 AO0170  NGVD 29 (??/??/92)  212.763  (m)          698.04   (f) ADJ UNCH    1 2
 AO0170
 AO0170.Superseded values are not recommended for survey control.
 AO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0170.See file dsdata.txt to determine how the superseded data were derived.
 AO0170
 AO0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT925034(NAD 83)
 AO0170_MARKER: DB = BENCH MARK DISK
 AO0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0170_STAMPING: H 1076 1956
 AO0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0170+STABILITY: SURFACE MOTION
 AO0170
 AO0170  HISTORY     - Date     Condition        Report By
 AO0170  HISTORY     - 1956     MONUMENTED       CGS
 AO0170  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AO0170  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AO0170  HISTORY     - 20030523 MARK NOT FOUND   USPSQD
 AO0170
 AO0170                          STATION DESCRIPTION
 AO0170
 AO0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0170'4.8 MI N FROM PEARSALL.
 AO0170'4.8 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0170'FROM THE STATION AT PEARSALL, 81 FEET NORTHWEST OF THE 1ST POLE NORTH
 AO0170'OF MILEPOST 308, 105 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 81,
 AO0170'30.4 FEET WEST OF THE WEST RAIL, 1.4 FEET EAST OF A WITNESS POST, SET
 AO0170'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AO0170'GROUND.
 AO0170
 AO0170                          STATION RECOVERY (1996)
 AO0170
 AO0170'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0170'MARK NOT FOUND.
 AO0170
 AO0170                          STATION RECOVERY (1998)
 AO0170
 AO0170'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0170'MARK NOT FOUND.
 AO0170
 AO0170                          STATION RECOVERY (2003)
 AO0170
 AO0170'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0217 ***********************************************************************
 AO0217  DESIGNATION -  H 1077
 AO0217  PID         -  AO0217
 AO0217  STATE/COUNTY-  TX/LA SALLE
 AO0217  USGS QUAD   -  MILLETT (1974)
 AO0217
 AO0217                         *CURRENT SURVEY CONTROL
 AO0217  ___________________________________________________________________
 AO0217* NAD 83(1986)-  28 35 14.     (N)    099 11 39.     (W)     SCALED    
 AO0217* NAVD 88     -       143.593  (meters)     471.10   (feet)  ADJUSTED  
 AO0217  ___________________________________________________________________
 AO0217  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AO0217  DYNAMIC HT  -         143.379 (meters)     470.40  (feet)  COMP
 AO0217  MODELED GRAV-     979,153.9   (mgal)                       NAVD 88
 AO0217
 AO0217  VERT ORDER  -  FIRST     CLASS II
 AO0217
 AO0217.The horizontal coordinates were scaled from a topographic map and have
 AO0217.an estimated accuracy of +/- 6 seconds.
 AO0217
 AO0217.The orthometric height was determined by differential leveling
 AO0217.and adjusted by the National Geodetic Survey in June 1991..
 AO0217
 AO0217.The geoid height was determined by GEOID03.
 AO0217
 AO0217.The dynamic height is computed by dividing the NAVD 88
 AO0217.geopotential number by the normal gravity value computed on the
 AO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0217.degrees latitude (g = 980.6199 gals.).
 AO0217
 AO0217.The modeled gravity was interpolated from observed gravity values.
 AO0217
 AO0217;                    North         East    Units  Estimated Accuracy
 AO0217;SPC TXSC     - 4,083,570.      581,010.      MT  (+/- 180 meters Scaled)
 AO0217
 AO0217                          SUPERSEDED SURVEY CONTROL
 AO0217
 AO0217  NGVD 29 (??/??/92)  143.469  (m)          470.70   (f) ADJ UNCH    1 2
 AO0217
 AO0217.Superseded values are not recommended for survey control.
 AO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0217.See file dsdata.txt to determine how the superseded data were derived.
 AO0217
 AO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS810622(NAD 83)
 AO0217_MARKER: DB = BENCH MARK DISK
 AO0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0217_SP_SET: CULVERT
 AO0217_STAMPING: H 1077 1956
 AO0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0217
 AO0217  HISTORY     - Date     Condition        Report By
 AO0217  HISTORY     - 1956     MONUMENTED       CGS
 AO0217  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0217  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AO0217
 AO0217                          STATION DESCRIPTION
 AO0217
 AO0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0217'6.05 MI S FROM DILLEY.
 AO0217'6.05 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0217'FROM THE STATION AT DILLEY, 85 FEET WEST OF THE WEST SIDE OF TRESTLE
 AO0217'334.6, 87.5 FEET WEST OF THE WEST RAIL, 15 FEET EAST OF THE CENTER
 AO0217'LINE OF U.S. HIGHWAY 81, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 AO0217'TOP OF THE NORTH END OF THE EAST HEADWALL OF A 2 CHANNEL CONCRETE
 AO0217'CULVERT.
 AO0217
 AO0217                          STATION RECOVERY (1974)
 AO0217
 AO0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0217'MARK NOT FOUND.
 AO0217
 AO0217                          STATION RECOVERY (1988)
 AO0217
 AO0217'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0274 ***********************************************************************
 AO0274  DESIGNATION -  H 1078
 AO0274  PID         -  AO0274
 AO0274  STATE/COUNTY-  TX/LA SALLE
 AO0274  USGS QUAD   -  ARTESIA WELLS (1982)
 AO0274
 AO0274                         *CURRENT SURVEY CONTROL
 AO0274  ___________________________________________________________________
 AO0274* NAD 83(1986)-  28 19 04.     (N)    099 16 25.     (W)     SCALED    
 AO0274* NAVD 88     -       160.311  (meters)     525.95   (feet)  ADJUSTED  
 AO0274  ___________________________________________________________________
 AO0274  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AO0274  DYNAMIC HT  -         160.068 (meters)     525.16  (feet)  COMP
 AO0274  MODELED GRAV-     979,127.6   (mgal)                       NAVD 88
 AO0274
 AO0274  VERT ORDER  -  FIRST     CLASS II
 AO0274
 AO0274.The horizontal coordinates were scaled from a topographic map and have
 AO0274.an estimated accuracy of +/- 6 seconds.
 AO0274
 AO0274.The orthometric height was determined by differential leveling
 AO0274.and adjusted by the National Geodetic Survey in June 1991..
 AO0274
 AO0274.The geoid height was determined by GEOID03.
 AO0274
 AO0274.The dynamic height is computed by dividing the NAVD 88
 AO0274.geopotential number by the normal gravity value computed on the
 AO0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0274.degrees latitude (g = 980.6199 gals.).
 AO0274
 AO0274.The modeled gravity was interpolated from observed gravity values.
 AO0274
 AO0274;                    North         East    Units  Estimated Accuracy
 AO0274;SPC TXSC     - 4,053,720.      573,170.      MT  (+/- 180 meters Scaled)
 AO0274
 AO0274                          SUPERSEDED SURVEY CONTROL
 AO0274
 AO0274  NGVD 29 (??/??/92)  160.190  (m)          525.56   (f) ADJ UNCH    1 2
 AO0274
 AO0274.Superseded values are not recommended for survey control.
 AO0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0274.See file dsdata.txt to determine how the superseded data were derived.
 AO0274
 AO0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS731324(NAD 83)
 AO0274_MARKER: DB = BENCH MARK DISK
 AO0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0274_SP_SET: CROSS BEAM
 AO0274_STAMPING: H 1078 1956
 AO0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0274
 AO0274  HISTORY     - Date     Condition        Report By
 AO0274  HISTORY     - 1956     MONUMENTED       CGS
 AO0274  HISTORY     - 1976     MARK NOT FOUND   USGS
 AO0274  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 AO0274
 AO0274                          STATION DESCRIPTION
 AO0274
 AO0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0274'8.7 MI S FROM COTULLA.
 AO0274'8.7 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0274'FROM THE STATION AT COTULLA, AT THE OVERPASS OF U.S. HIGHWAY 81, 9
 AO0274'FEET WEST OF THE WEST RAIL, IN THE MIDDLE ONE OF 5 ROWS OF CONCRETE
 AO0274'PILES, 7 FEET SOUTH OF THE NORTH PILING, LEVEL WITH THE TOP OF THE
 AO0274'RAILS, SET IN THE TOP OF THE CENTER OF A CONCRETE CROSS BEAM.
 AO0274
 AO0274                          STATION RECOVERY (1976)
 AO0274
 AO0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0274'MARK NOT FOUND.
 AO0274
 AO0274                          STATION RECOVERY (1997)
 AO0274
 AO0274'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0307 ***********************************************************************
 AO0307  DESIGNATION -  H 1079
 AO0307  PID         -  AO0307
 AO0307  STATE/COUNTY-  TX/WEBB
 AO0307  USGS QUAD   -  ENCINAL (1982)
 AO0307
 AO0307                         *CURRENT SURVEY CONTROL
 AO0307  ___________________________________________________________________
 AO0307* NAD 83(1986)-  28 00 21.     (N)    099 21 57.     (W)     SCALED    
 AO0307* NAVD 88     -       164.681  (meters)     540.29   (feet)  ADJUSTED  
 AO0307  ___________________________________________________________________
 AO0307  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 AO0307  DYNAMIC HT  -         164.427 (meters)     539.46  (feet)  COMP
 AO0307  MODELED GRAV-     979,098.8   (mgal)                       NAVD 88
 AO0307
 AO0307  VERT ORDER  -  FIRST     CLASS II
 AO0307
 AO0307.The horizontal coordinates were scaled from a topographic map and have
 AO0307.an estimated accuracy of +/- 6 seconds.
 AO0307
 AO0307.The orthometric height was determined by differential leveling
 AO0307.and adjusted by the National Geodetic Survey in June 1991..
 AO0307
 AO0307.The geoid height was determined by GEOID03.
 AO0307
 AO0307.The dynamic height is computed by dividing the NAVD 88
 AO0307.geopotential number by the normal gravity value computed on the
 AO0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0307.degrees latitude (g = 980.6199 gals.).
 AO0307
 AO0307.The modeled gravity was interpolated from observed gravity values.
 AO0307
 AO0307;                    North         East    Units  Estimated Accuracy
 AO0307;SPC TX S     - 5,259,470.      214,840.      MT  (+/- 180 meters Scaled)
 AO0307
 AO0307                          SUPERSEDED SURVEY CONTROL
 AO0307
 AO0307  NGVD 29 (??/??/92)  164.560  (m)          539.89   (f) ADJ UNCH    1 2
 AO0307
 AO0307.Superseded values are not recommended for survey control.
 AO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0307.See file dsdata.txt to determine how the superseded data were derived.
 AO0307
 AO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR640979(NAD 83)
 AO0307_MARKER: DB = BENCH MARK DISK
 AO0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0307_STAMPING: H 1079 1957
 AO0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0307+STABILITY: SURFACE MOTION
 AO0307
 AO0307  HISTORY     - Date     Condition        Report By
 AO0307  HISTORY     - 1957     MONUMENTED       CGS
 AO0307  HISTORY     - 1958     GOOD             NGS
 AO0307
 AO0307                          STATION DESCRIPTION
 AO0307
 AO0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0307'2.45 MI S FROM ENCINAL.
 AO0307'2.45 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0307'FROM THE STATION AT ENCINAL, 4 POLES SOUTH OF MILEPOST 376, 181 FEET
 AO0307'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 45.8 FEET WEST OF THE WEST
 AO0307'RAIL, 9.5 FEET SOUTH OF A POWER POLE, 1.6 FEET EAST OF A FENCE, 1.8
 AO0307'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0307'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AO0307
 AO0307                          STATION RECOVERY (1958)
 AO0307
 AO0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0185 ***********************************************************************
 BP0185  DESIGNATION -  H 108
 BP0185  PID         -  BP0185
 BP0185  STATE/COUNTY-  TX/PECOS
 BP0185  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0185
 BP0185                         *CURRENT SURVEY CONTROL
 BP0185  ___________________________________________________________________
 BP0185* NAD 83(1986)-  30 33 06.     (N)    102 33 51.     (W)     SCALED    
 BP0185* NAVD 88     -      1050.815  (meters)    3447.55   (feet)  POSTED    
 BP0185  ___________________________________________________________________
 BP0185  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 BP0185  DYNAMIC HT  -        1049.180 (meters)    3442.18  (feet)  COMP
 BP0185  MODELED GRAV-     979,049.9   (mgal)                       NAVD 88
 BP0185
 BP0185  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0185
 BP0185.The horizontal coordinates were scaled from a topographic map and have
 BP0185.an estimated accuracy of +/- 6 seconds.
 BP0185
 BP0185.The orthometric height was determined by differential leveling
 BP0185.and adjusted by the National Geodetic Survey in 1992..
 BP0185.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0185.rate of 0.0 thru 1.0 mm/km.
 BP0185
 BP0185.The geoid height was determined by GEOID03.
 BP0185
 BP0185.The dynamic height is computed by dividing the NAVD 88
 BP0185.geopotential number by the normal gravity value computed on the
 BP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0185.degrees latitude (g = 980.6199 gals.).
 BP0185
 BP0185.The modeled gravity was interpolated from observed gravity values.
 BP0185
 BP0185;                    North         East    Units  Estimated Accuracy
 BP0185;SPC TX C     - 3,100,250.      485,990.      MT  (+/- 180 meters Scaled)
 BP0185
 BP0185                          SUPERSEDED SURVEY CONTROL
 BP0185
 BP0185  NGVD 29 (??/??/92) 1050.532  (m)         3446.62   (f) ADJ UNCH    1 2
 BP0185
 BP0185.Superseded values are not recommended for survey control.
 BP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0185.See file dsdata.txt to determine how the superseded data were derived.
 BP0185
 BP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP336824(NAD 83)
 BP0185_MARKER: DB = BENCH MARK DISK
 BP0185_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BP0185_SP_SET: ROCK
 BP0185_STAMPING: H 108 1933 3446.686
 BP0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0185
 BP0185  HISTORY     - Date     Condition        Report By
 BP0185  HISTORY     - 1933     MONUMENTED       CGS
 BP0185  HISTORY     - 1958     GOOD             NGS
 BP0185  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0185
 BP0185                          STATION DESCRIPTION
 BP0185
 BP0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0185'31.15 MI SE FROM FORT STOCKTON.
 BP0185'ABOUT 27.05 MILES SOUTHEAST ALONG U. S. HIGHWAY 285 FROM THE PANHANDLE
 BP0185'AND SANTA FE RAILWAY STATION AT FORT STOCKTON, THENCE 4.1 MILES
 BP0185'SOUTHEAST ALONG OLD U. S. HIGHWAY 285, IN THE TOP OF A LARGE FLAT
 BP0185'ROCK, 70 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 248
 BP0185'FEET NORTH OF A POWER POLE WHICH IS THE 1ST POLE NORTHWEST OF A TWIN
 BP0185'POLE WITH TRANSFORMER, 127 1/2 FEET NORTHWEST AND ACROSS THE OLD
 BP0185'HIGHWAY FROM A TELEPHONE POLE, ABOUT 0.4 MILE SOUTHEAST OF THE
 BP0185'INTERSECTION OF A TRAIL ROAD, AND ABOUT LEVEL WITH THE OLD HIGHWAY.
 BP0185
 BP0185                          STATION RECOVERY (1981)
 BP0185
 BP0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0629 ***********************************************************************
 AE0629  DESIGNATION -  H 1080
 AE0629  PID         -  AE0629
 AE0629  STATE/COUNTY-  TX/STARR
 AE0629  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0629
 AE0629                         *CURRENT SURVEY CONTROL
 AE0629  ___________________________________________________________________
 AE0629* NAD 83(1986)-  26 22 43.     (N)    098 53 19.     (W)     SCALED    
 AE0629* NAVD 88     -        54.422  (meters)     178.55   (feet)  ADJUSTED  
 AE0629  ___________________________________________________________________
 AE0629  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AE0629  DYNAMIC HT  -          54.332 (meters)     178.25  (feet)  COMP
 AE0629  MODELED GRAV-     978,999.7   (mgal)                       NAVD 88
 AE0629
 AE0629  VERT ORDER  -  FIRST     CLASS II
 AE0629
 AE0629.The horizontal coordinates were scaled from a topographic map and have
 AE0629.an estimated accuracy of +/- 6 seconds.
 AE0629
 AE0629.The orthometric height was determined by differential leveling
 AE0629.and adjusted by the National Geodetic Survey in June 1991..
 AE0629
 AE0629.The geoid height was determined by GEOID03.
 AE0629
 AE0629.The dynamic height is computed by dividing the NAVD 88
 AE0629.geopotential number by the normal gravity value computed on the
 AE0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0629.degrees latitude (g = 980.6199 gals.).
 AE0629
 AE0629.The modeled gravity was interpolated from observed gravity values.
 AE0629
 AE0629;                    North         East    Units  Estimated Accuracy
 AE0629;SPC TX S     - 5,078,940.      261,220.      MT  (+/- 180 meters Scaled)
 AE0629
 AE0629                          SUPERSEDED SURVEY CONTROL
 AE0629
 AE0629  NGVD 29 (??/??/92)   54.471  (m)          178.71   (f) ADJ UNCH    1 2
 AE0629
 AE0629.Superseded values are not recommended for survey control.
 AE0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0629.See file dsdata.txt to determine how the superseded data were derived.
 AE0629
 AE0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ111176(NAD 83)
 AE0629_MARKER: DB = BENCH MARK DISK
 AE0629_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE0629_SP_SET: 40 FEET
 AE0629_STAMPING: H 1080 1956
 AE0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE0629
 AE0629  HISTORY     - Date     Condition        Report By
 AE0629  HISTORY     - 1956     MONUMENTED       CGS
 AE0629  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0629
 AE0629                          STATION DESCRIPTION
 AE0629
 AE0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0629'4.6 MI W FROM RIO GRANDE CITY.
 AE0629'4.6 MILES WEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO
 AE0629'GRANDE CITY, 57 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 AE0629'WEST OF THE CENTER OF A WOODEN GATE, 8 FEET WEST OF A TELEPHONE POLE,
 AE0629'2 FEET SOUTH OF A FENCE, 2.6 FEET EAST OF A WITNESS POST, CLAMPED ON
 AE0629'THE TOP OF A 5/8 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 40 FEET
 AE0629'IN THE GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT
 AE0629'ABOVE THE GROUND.
 AE0629
 AE0629                          STATION RECOVERY (1981)
 AE0629
 AE0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0629'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1022 ***********************************************************************
 AE1022  DESIGNATION -  H 1081
 AE1022  PID         -  AE1022
 AE1022  STATE/COUNTY-  TX/ZAPATA
 AE1022  USGS QUAD   -  LOPENO (1965)
 AE1022
 AE1022                         *CURRENT SURVEY CONTROL
 AE1022  ___________________________________________________________________
 AE1022* NAD 83(1986)-  26 43 12.     (N)    099 06 46.     (W)     SCALED    
 AE1022* NAVD 88     -       125.161  (meters)     410.63   (feet)  ADJUSTED  
 AE1022  ___________________________________________________________________
 AE1022  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AE1022  DYNAMIC HT  -         124.958 (meters)     409.97  (feet)  COMP
 AE1022  MODELED GRAV-     979,023.8   (mgal)                       NAVD 88
 AE1022
 AE1022  VERT ORDER  -  FIRST     CLASS II
 AE1022
 AE1022.The horizontal coordinates were scaled from a topographic map and have
 AE1022.an estimated accuracy of +/- 6 seconds.
 AE1022
 AE1022.The orthometric height was determined by differential leveling
 AE1022.and adjusted by the National Geodetic Survey in June 1991..
 AE1022.WARNING-Repeat measurements at this control monument indicate possible
 AE1022.vertical movement.
 AE1022
 AE1022.The geoid height was determined by GEOID03.
 AE1022
 AE1022.The dynamic height is computed by dividing the NAVD 88
 AE1022.geopotential number by the normal gravity value computed on the
 AE1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1022.degrees latitude (g = 980.6199 gals.).
 AE1022
 AE1022.The modeled gravity was interpolated from observed gravity values.
 AE1022
 AE1022;                    North         East    Units  Estimated Accuracy
 AE1022;SPC TX S     - 5,116,850.      239,040.      MT  (+/- 180 meters Scaled)
 AE1022
 AE1022                          SUPERSEDED SURVEY CONTROL
 AE1022
 AE1022  NGVD 29 (??/??/92)  125.228  (m)          410.85   (f) ADJ UNCH    1 2
 AE1022
 AE1022.Superseded values are not recommended for survey control.
 AE1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1022.See file dsdata.txt to determine how the superseded data were derived.
 AE1022
 AE1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ887554(NAD 83)
 AE1022_MARKER: DB = BENCH MARK DISK
 AE1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE1022_SP_SET: ABUTMENT
 AE1022_STAMPING: H 1081 1956
 AE1022_MARK LOGO: CGS   
 AE1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1022
 AE1022  HISTORY     - Date     Condition        Report By
 AE1022  HISTORY     - 1956     MONUMENTED       CGS
 AE1022  HISTORY     - 1981     GOOD             NGS
 AE1022
 AE1022                          STATION DESCRIPTION
 AE1022
 AE1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1022'0.5 MI N FROM LOPENO.
 AE1022'0.5 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1022'64 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET NORTH OF THE
 AE1022'CENTER LINE OF A PRIVATE ROAD LEADING SOUTHWEST, SET IN THE TOP OF THE
 AE1022'NORTH END OF THE WEST ABUTMENT OF A STEEL AND CONCRETE CATTLE GUARD.
 AE1022
 AE1022                          STATION RECOVERY (1981)
 AE1022
 AE1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0853 ***********************************************************************
 AJ0853  DESIGNATION -  H 1082
 AJ0853  PID         -  AJ0853
 AJ0853  STATE/COUNTY-  TX/WEBB
 AJ0853  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0853
 AJ0853                         *CURRENT SURVEY CONTROL
 AJ0853  ___________________________________________________________________
 AJ0853* NAD 83(1986)-  27 25 20.     (N)    099 28 49.     (W)     SCALED    
 AJ0853* NAVD 88     -       135.318  (meters)     443.96   (feet)  ADJUSTED  
 AJ0853  ___________________________________________________________________
 AJ0853  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AJ0853  DYNAMIC HT  -         135.104 (meters)     443.25  (feet)  COMP
 AJ0853  MODELED GRAV-     979,061.2   (mgal)                       NAVD 88
 AJ0853
 AJ0853  VERT ORDER  -  FIRST     CLASS II
 AJ0853
 AJ0853.The horizontal coordinates were scaled from a topographic map and have
 AJ0853.an estimated accuracy of +/- 6 seconds.
 AJ0853
 AJ0853.The orthometric height was determined by differential leveling
 AJ0853.and adjusted by the National Geodetic Survey in June 1991..
 AJ0853
 AJ0853.The geoid height was determined by GEOID03.
 AJ0853
 AJ0853.The dynamic height is computed by dividing the NAVD 88
 AJ0853.geopotential number by the normal gravity value computed on the
 AJ0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0853.degrees latitude (g = 980.6199 gals.).
 AJ0853
 AJ0853.The modeled gravity was interpolated from observed gravity values.
 AJ0853
 AJ0853;                    North         East    Units  Estimated Accuracy
 AJ0853;SPC TX S     - 5,194,880.      203,080.      MT  (+/- 180 meters Scaled)
 AJ0853
 AJ0853                          SUPERSEDED SURVEY CONTROL
 AJ0853
 AJ0853  NGVD 29 (??/??/92)  135.341  (m)          444.03   (f) ADJ UNCH    1 2
 AJ0853
 AJ0853.Superseded values are not recommended for survey control.
 AJ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0853.See file dsdata.txt to determine how the superseded data were derived.
 AJ0853
 AJ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR525332(NAD 83)
 AJ0853_MARKER: DB = BENCH MARK DISK
 AJ0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0853_STAMPING: H 1082 1957
 AJ0853_MARK LOGO: CGS   
 AJ0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0853+STABILITY: SURFACE MOTION
 AJ0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ0853+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 AJ0853
 AJ0853  HISTORY     - Date     Condition        Report By
 AJ0853  HISTORY     - 1957     MONUMENTED       CGS
 AJ0853  HISTORY     - 1981     GOOD             NGS
 AJ0853  HISTORY     - 1988     GOOD             USPSQD
 AJ0853  HISTORY     - 20020502 GOOD             USPSQD
 AJ0853
 AJ0853                          STATION DESCRIPTION
 AJ0853
 AJ0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0853'8.6 MI S FROM LAREDO.
 AJ0853'2.8 MILES SOUTHEAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION
 AJ0853'AT LAREDO, THENCE 5.8 MILES SOUTH ALONG U.S. HIGHWAY 83, 55 FEET EAST
 AJ0853'OF THE CENTER LINE OF THE HIGHWAY, 42 FEET NORTH OF THE CENTER LINE OF
 AJ0853'A PRIVATE ROAD LEADING EAST, 2 FEET WEST OF A FENCE, 2.5 FEET SOUTH OF
 AJ0853'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AJ0853'FOOT ABOVE THE GROUND.
 AJ0853
 AJ0853                          STATION RECOVERY (1981)
 AJ0853
 AJ0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0853'RECOVERED THIS DATE, NOTE, 9.6 KM (5.95 MI) SOUTH ALONG U.S
 AJ0853'HIGHWAY 83 FROM THE CROSSING OF THE TEXAS MEXICAN RAILROAD IN LAREDO,
 AJ0853'AT THE ENTRANCE TO THE G.F. LINK RANCH.
 AJ0853
 AJ0853                          STATION RECOVERY (1988)
 AJ0853
 AJ0853'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0853'RECOVERED IN GOOD CONDITION.
 AJ0853
 AJ0853                          STATION RECOVERY (2002)
 AJ0853
 AJ0853'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3645 ***********************************************************************
 AA3645  DESIGNATION -  H 1082 RESET
 AA3645  PID         -  AA3645
 AA3645  STATE/COUNTY-  TX/WEBB
 AA3645  USGS QUAD   -  LAREDO SOUTH (1979)
 AA3645
 AA3645                         *CURRENT SURVEY CONTROL
 AA3645  ___________________________________________________________________
 AA3645* NAD 83(1986)-  27 25 20.     (N)    099 28 49.     (W)     SCALED    
 AA3645* NAVD 88     -       136.10   (+/-2cm)     446.5    (feet)  VERTCON   
 AA3645  ___________________________________________________________________
 AA3645  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AA3645
 AA3645  VERT ORDER  -  THIRD (See Below)
 AA3645
 AA3645.The horizontal coordinates were scaled from a topographic map and have
 AA3645.an estimated accuracy of +/- 6 seconds.
 AA3645
 AA3645.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3645.The vertical order pertains to the NGVD 29 superseded value.
 AA3645
 AA3645.The geoid height was determined by GEOID03.
 AA3645
 AA3645;                    North         East    Units  Estimated Accuracy
 AA3645;SPC TX S     - 5,194,880.      203,080.      MT  (+/- 180 meters Scaled)
 AA3645
 AA3645                          SUPERSEDED SURVEY CONTROL
 AA3645
 AA3645  NGVD 29 (01/29/03)  136.14   (m)          446.7    (f) RESET       3  
 AA3645
 AA3645.Superseded values are not recommended for survey control.
 AA3645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3645.See file dsdata.txt to determine how the superseded data were derived.
 AA3645
 AA3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR525332(NAD 83)
 AA3645_MARKER: DV = VERTICAL CONTROL DISK
 AA3645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3645_STAMPING: H 1082 RESET 1975
 AA3645_MARK LOGO: NGS   
 AA3645_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3645+STABILITY: SURFACE MOTION
 AA3645
 AA3645  HISTORY     - Date     Condition        Report By
 AA3645  HISTORY     - 1975     MONUMENTED       NGS
 AA3645
 AA3645                          STATION DESCRIPTION
 AA3645
 AA3645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AA3645'2.8 MILES (4.5 KM) SOUTHEAST ALONG THE TEXAS MEXICAN RAILROAD FROM
 AA3645'STATION IN LARDEO, THENCE 5.8 MILES (9.3 KM) SOUTH ALONG US HIGHWAY
 AA3645'83, 55 FEET (16.8 M) EAST OF PRIVATE ROAD LEADING EAST, 2 FEET (0.6 M)
 AA3645'WEST OF A FENCE, 147 FEET (44.8 M) WEST OF PRESENT COUNTY HIGHWAY, 110
 AA3645'FEET (33.5 M) SOUTH OF T-FENCE CORNER, 2 FEET (0.6 M) SOUTH OF METAL
 AA3645'WITNESS POST, 1 FOOT (0.3 M) EAST OF FENCE, 2 FEET (0.6 M) NORTH OF 8
 AA3645'FOOT (2.4 M) FENCE POST, MARK PROJECTS 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0729 ***********************************************************************
 AJ0729  DESIGNATION -  H 1083
 AJ0729  PID         -  AJ0729
 AJ0729  STATE/COUNTY-  TX/WEBB
 AJ0729  USGS QUAD   -  ORVIL (1980)
 AJ0729
 AJ0729                         *CURRENT SURVEY CONTROL
 AJ0729  ___________________________________________________________________
 AJ0729* NAD 83(1986)-  27 41 07.     (N)    099 27 42.     (W)     SCALED    
 AJ0729* NAVD 88     -       201.470  (meters)     660.99   (feet)  ADJUSTED  
 AJ0729  ___________________________________________________________________
 AJ0729  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AJ0729  DYNAMIC HT  -         201.154 (meters)     659.95  (feet)  COMP
 AJ0729  MODELED GRAV-     979,070.8   (mgal)                       NAVD 88
 AJ0729
 AJ0729  VERT ORDER  -  FIRST     CLASS II
 AJ0729
 AJ0729.The horizontal coordinates were scaled from a topographic map and have
 AJ0729.an estimated accuracy of +/- 6 seconds.
 AJ0729
 AJ0729.The orthometric height was determined by differential leveling
 AJ0729.and adjusted by the National Geodetic Survey in June 1991..
 AJ0729
 AJ0729.The geoid height was determined by GEOID03.
 AJ0729
 AJ0729.The dynamic height is computed by dividing the NAVD 88
 AJ0729.geopotential number by the normal gravity value computed on the
 AJ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0729.degrees latitude (g = 980.6199 gals.).
 AJ0729
 AJ0729.The modeled gravity was interpolated from observed gravity values.
 AJ0729
 AJ0729;                    North         East    Units  Estimated Accuracy
 AJ0729;SPC TX S     - 5,224,010.      205,140.      MT  (+/- 180 meters Scaled)
 AJ0729
 AJ0729                          SUPERSEDED SURVEY CONTROL
 AJ0729
 AJ0729  NGVD 29 (??/??/92)  201.432  (m)          660.86   (f) ADJ UNCH    1 2
 AJ0729
 AJ0729.Superseded values are not recommended for survey control.
 AJ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0729.See file dsdata.txt to determine how the superseded data were derived.
 AJ0729
 AJ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR544624(NAD 83)
 AJ0729_MARKER: DB = BENCH MARK DISK
 AJ0729_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ0729_SP_SET: 19 FEET
 AJ0729_STAMPING: H 1083 1957
 AJ0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0729
 AJ0729  HISTORY     - Date     Condition        Report By
 AJ0729  HISTORY     - 1957     MONUMENTED       CGS
 AJ0729  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0729  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0729
 AJ0729                          STATION DESCRIPTION
 AJ0729
 AJ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0729'7.8 MI S FROM WEBB.
 AJ0729'7.8 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0729'FROM THE SECTION FOREMANS HOUSE AT WEBB, 5 1/2 POLES SOUTH OF MILEPOST
 AJ0729'399, 34.5 FEET WEST OF THE WEST RAIL, 73 FEET EAST OF THE CENTER LINE
 AJ0729'OF U.S. HIGHWAY 83, 8 FEET EAST OF A TELEPHONE POLE, 3.4 FEET EAST OF
 AJ0729'A WITNESS POST, CLAMPED ON THE TOP OF A 5/8 INCH COPPER COATED STEEL
 AJ0729'ROD WHICH IS DRIVEN 19 FEET IN THE GROUND, INCASED IN A 6 INCH TILE
 AJ0729'PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ0729
 AJ0729                          STATION RECOVERY (1981)
 AJ0729
 AJ0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0729'MARK SEARCHED FOR BUT NOT RECOVERED.
 AJ0729
 AJ0729                          STATION RECOVERY (2002)
 AJ0729
 AJ0729'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0757 ***********************************************************************
 AJ0757  DESIGNATION -  H 1084
 AJ0757  PID         -  AJ0757
 AJ0757  STATE/COUNTY-  TX/WEBB
 AJ0757  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ0757
 AJ0757                         *CURRENT SURVEY CONTROL
 AJ0757  ___________________________________________________________________
 AJ0757* NAD 83(1986)-  27 52 33.     (N)    099 28 17.     (W)     SCALED    
 AJ0757* NAVD 88     -       239.868  (meters)     786.97   (feet)  POSTED    
 AJ0757  ___________________________________________________________________
 AJ0757  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AJ0757  DYNAMIC HT  -         239.490 (meters)     785.73  (feet)  COMP
 AJ0757  MODELED GRAV-     979,081.9   (mgal)                       NAVD 88
 AJ0757
 AJ0757  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0757
 AJ0757.The horizontal coordinates were scaled from a topographic map and have
 AJ0757.an estimated accuracy of +/- 6 seconds.
 AJ0757
 AJ0757.The orthometric height was determined by differential leveling
 AJ0757.and adjusted by the National Geodetic Survey in 1992..
 AJ0757.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0757.rate of 1.1 thru 2.0 mm/km.
 AJ0757
 AJ0757.The geoid height was determined by GEOID03.
 AJ0757
 AJ0757.The dynamic height is computed by dividing the NAVD 88
 AJ0757.geopotential number by the normal gravity value computed on the
 AJ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0757.degrees latitude (g = 980.6199 gals.).
 AJ0757
 AJ0757.The modeled gravity was interpolated from observed gravity values.
 AJ0757
 AJ0757;                    North         East    Units  Estimated Accuracy
 AJ0757;SPC TX S     - 5,245,140.      204,340.      MT  (+/- 180 meters Scaled)
 AJ0757
 AJ0757                          SUPERSEDED SURVEY CONTROL
 AJ0757
 AJ0757  NGVD 29 (??/??/92)  239.859  (m)          786.94   (f) ADJ UNCH    1 2
 AJ0757
 AJ0757.Superseded values are not recommended for survey control.
 AJ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0757.See file dsdata.txt to determine how the superseded data were derived.
 AJ0757
 AJ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR535835(NAD 83)
 AJ0757_MARKER: DB = BENCH MARK DISK
 AJ0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0757_SP_SET: TILE
 AJ0757_STAMPING: H 1084 1957
 AJ0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0757
 AJ0757  HISTORY     - Date     Condition        Report By
 AJ0757  HISTORY     - 1957     MONUMENTED       CGS
 AJ0757  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0757  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ0757  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ0757
 AJ0757                          STATION DESCRIPTION
 AJ0757
 AJ0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0757'8.0 MI NW FROM WEBB.
 AJ0757'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0757'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ0757'GRADED DIRT ROAD, THENCE 5.0 MILES NORTH ALONG U.S. HIGHWAY 83, 59
 AJ0757'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET WEST OF A FENCE,
 AJ0757'3 FEET SOUTH OF A WITNESS POST, CLAMPED ON THE TOP OF A 5/8 INCH
 AJ0757'COPPER COATED STEEL ROD WHICH IS DRIVEN 25 FEET IN THE GROUND, INCASED
 AJ0757'IN A 6 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ0757
 AJ0757                          STATION RECOVERY (1975)
 AJ0757
 AJ0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0757'MARK NOT FOUND.
 AJ0757
 AJ0757                          STATION RECOVERY (1982)
 AJ0757
 AJ0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0757'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AJ0757
 AJ0757                          STATION RECOVERY (2002)
 AJ0757
 AJ0757'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0711 ***********************************************************************
 AJ0711  DESIGNATION -  H 1085
 AJ0711  PID         -  AJ0711
 AJ0711  STATE/COUNTY-  TX/WEBB
 AJ0711  USGS QUAD   -  CALLAGHAN RANCH SOUTH (1980)
 AJ0711
 AJ0711                         *CURRENT SURVEY CONTROL
 AJ0711  ___________________________________________________________________
 AJ0711* NAD 83(1986)-  27 52 28.     (N)    099 23 48.     (W)     SCALED    
 AJ0711* NAVD 88     -       183.292  (meters)     601.35   (feet)  ADJUSTED  
 AJ0711  ___________________________________________________________________
 AJ0711  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AJ0711  DYNAMIC HT  -         183.007 (meters)     600.42  (feet)  COMP
 AJ0711  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 AJ0711
 AJ0711  VERT ORDER  -  FIRST     CLASS II
 AJ0711
 AJ0711.The horizontal coordinates were scaled from a topographic map and have
 AJ0711.an estimated accuracy of +/- 6 seconds.
 AJ0711
 AJ0711.The orthometric height was determined by differential leveling
 AJ0711.and adjusted by the National Geodetic Survey in June 1991..
 AJ0711
 AJ0711.The geoid height was determined by GEOID03.
 AJ0711
 AJ0711.The dynamic height is computed by dividing the NAVD 88
 AJ0711.geopotential number by the normal gravity value computed on the
 AJ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0711.degrees latitude (g = 980.6199 gals.).
 AJ0711
 AJ0711.The modeled gravity was interpolated from observed gravity values.
 AJ0711
 AJ0711;                    North         East    Units  Estimated Accuracy
 AJ0711;SPC TX S     - 5,244,930.      211,700.      MT  (+/- 180 meters Scaled)
 AJ0711
 AJ0711                          SUPERSEDED SURVEY CONTROL
 AJ0711
 AJ0711  NGVD 29 (??/??/92)  183.174  (m)          600.96   (f) ADJ UNCH    1 2
 AJ0711
 AJ0711.Superseded values are not recommended for survey control.
 AJ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0711.See file dsdata.txt to determine how the superseded data were derived.
 AJ0711
 AJ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR609833(NAD 83)
 AJ0711_MARKER: DB = BENCH MARK DISK
 AJ0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0711_SP_SET: FLOOR
 AJ0711_STAMPING: H 1085 1957
 AJ0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ0711+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ0711
 AJ0711  HISTORY     - Date     Condition        Report By
 AJ0711  HISTORY     - 1957     MONUMENTED       CGS
 AJ0711  HISTORY     - 1958     GOOD             NGS
 AJ0711  HISTORY     - 20020409 GOOD             USPSQD
 AJ0711
 AJ0711                          STATION DESCRIPTION
 AJ0711
 AJ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0711'5.95 MI N FROM WEBB.
 AJ0711'5.75 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0711'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 0.2 MILE EAST ALONG A
 AJ0711'DIRT ROAD, AT THE CALLAGHAN AIRPORT, SET IN THE TOP IN THE TOP OF THE
 AJ0711'CENTER OF THE EAST SIDE OF THE CONCRETE FLOOR OF THE HANGAR.
 AJ0711
 AJ0711                          STATION RECOVERY (1958)
 AJ0711
 AJ0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AJ0711'RECOVERED IN GOOD CONDITION.
 AJ0711
 AJ0711                          STATION RECOVERY (2002)
 AJ0711
 AJ0711'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0428 ***********************************************************************
 AO0428  DESIGNATION -  H 1086
 AO0428  PID         -  AO0428
 AO0428  STATE/COUNTY-  TX/DIMMIT
 AO0428  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0428
 AO0428                         *CURRENT SURVEY CONTROL
 AO0428  ___________________________________________________________________
 AO0428* NAD 83(1986)-  28 35 45.     (N)    099 55 32.     (W)     SCALED    
 AO0428* NAVD 88     -       193.202  (meters)     633.86   (feet)  ADJUSTED  
 AO0428  ___________________________________________________________________
 AO0428  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AO0428  DYNAMIC HT  -         192.914 (meters)     632.92  (feet)  COMP
 AO0428  MODELED GRAV-     979,149.9   (mgal)                       NAVD 88
 AO0428
 AO0428  VERT ORDER  -  FIRST     CLASS II
 AO0428
 AO0428.The horizontal coordinates were scaled from a topographic map and have
 AO0428.an estimated accuracy of +/- 6 seconds.
 AO0428
 AO0428.The orthometric height was determined by differential leveling
 AO0428.and adjusted by the National Geodetic Survey in June 1991..
 AO0428.WARNING-Repeat measurements at this control monument indicate possible
 AO0428.vertical movement.
 AO0428
 AO0428.The geoid height was determined by GEOID03.
 AO0428
 AO0428.The dynamic height is computed by dividing the NAVD 88
 AO0428.geopotential number by the normal gravity value computed on the
 AO0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0428.degrees latitude (g = 980.6199 gals.).
 AO0428
 AO0428.The modeled gravity was interpolated from observed gravity values.
 AO0428
 AO0428;                    North         East    Units  Estimated Accuracy
 AO0428;SPC TXSC     - 4,084,870.      509,470.      MT  (+/- 180 meters Scaled)
 AO0428
 AO0428                          SUPERSEDED SURVEY CONTROL
 AO0428
 AO0428  NGVD 29 (??/??/92)  193.029  (m)          633.30   (f) ADJ UNCH    1 2
 AO0428
 AO0428.Superseded values are not recommended for survey control.
 AO0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0428.See file dsdata.txt to determine how the superseded data were derived.
 AO0428
 AO0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS095635(NAD 83)
 AO0428_MARKER: DB = BENCH MARK DISK
 AO0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0428_STAMPING: H 1086 1957
 AO0428_MARK LOGO: CGS   
 AO0428_PROJECTION: FLUSH
 AO0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0428+STABILITY: SURFACE MOTION
 AO0428
 AO0428  HISTORY     - Date     Condition        Report By
 AO0428  HISTORY     - 1957     MONUMENTED       CGS
 AO0428  HISTORY     - 1982     GOOD             NGS
 AO0428  HISTORY     - 19970621 GOOD             USPSQD
 AO0428
 AO0428                          STATION DESCRIPTION
 AO0428
 AO0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0428'6.85 MI NW FROM CARRIZO SPRINGS.
 AO0428'6.85 MILES NORTHWEST ALONG U.S. HIGHWAY 277 FROM THE SAN ANTONIO,
 AO0428'UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 49 FEET NORTHEAST
 AO0428'OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH A ROW OF POWER POLES,
 AO0428'1.4 FEET SOUTHWEST OF A FENCE, 1.3 FEET NORTHWEST OF A WITNESS POST,
 AO0428'0.15 MILE SOUTHEAST OF A JUNCTION WITH A DIRT ROAD LEADING SOUTHWEST,
 AO0428'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 AO0428'GROUND.
 AO0428
 AO0428                          STATION RECOVERY (1982)
 AO0428
 AO0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0428'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0428'SPRINGS THENCE 10.7 KM (6.65 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AO0428'0.25 KM (0.15 MI) SOUTHEAST OF A JUNCTION WITH A DIRT ROAD LEADING
 AO0428'SOUTHWEST, 17.9 METERS (59.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 AO0428'HIGHWAY, AND 0.5 METER (1.4 FT) SOUTHWEST OF A FENCE.
 AO0428'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AO0428'THE MARK IS 0.3 M BELOW HIGHWAY.
 AO0428
 AO0428                          STATION RECOVERY (1997)
 AO0428
 AO0428'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0062 ***********************************************************************
 AP0062  DESIGNATION -  H 1087 RESET 1961
 AP0062  PID         -  AP0062
 AP0062  STATE/COUNTY-  TX/MAVERICK
 AP0062  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0062
 AP0062                         *CURRENT SURVEY CONTROL
 AP0062  ___________________________________________________________________
 AP0062* NAD 83(1986)-  28 41 31.     (N)    100 22 49.     (W)     SCALED    
 AP0062* NAVD 88     -       239.33   (+/-2cm)     785.2    (feet)  VERTCON   
 AP0062  ___________________________________________________________________
 AP0062  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AP0062
 AP0062  VERT ORDER  -  THIRD (See Below)
 AP0062
 AP0062.The horizontal coordinates were scaled from a topographic map and have
 AP0062.an estimated accuracy of +/- 6 seconds.
 AP0062
 AP0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0062.The vertical order pertains to the NGVD 29 superseded value.
 AP0062
 AP0062.The geoid height was determined by GEOID03.
 AP0062
 AP0062;                    North         East    Units  Estimated Accuracy
 AP0062;SPC TXSC     - 4,095,960.      465,120.      MT  (+/- 180 meters Scaled)
 AP0062
 AP0062                          SUPERSEDED SURVEY CONTROL
 AP0062
 AP0062  NGVD 29 (??/??/??)  239.19   (m)          784.7    (f) RESET       3  
 AP0062
 AP0062.Superseded values are not recommended for survey control.
 AP0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0062.See file dsdata.txt to determine how the superseded data were derived.
 AP0062
 AP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS651746(NAD 83)
 AP0062_MARKER: DB = BENCH MARK DISK
 AP0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0062_STAMPING: H 1087 RESET 1961
 AP0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0062+STABILITY: SURFACE MOTION
 AP0062
 AP0062  HISTORY     - Date     Condition        Report By
 AP0062  HISTORY     - 1961     MONUMENTED       CGS
 AP0062  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0062
 AP0062                          STATION DESCRIPTION
 AP0062
 AP0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AP0062'7.25 MI E FROM EAGLE PASS.
 AP0062'ABOUT 7.25 MILES EAST ALONG U.S. HIGHWAY NO. 277 FROM THE T. AND N.O.
 AP0062'R.R. DEPOT IN EAGLE PASS, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 AP0062'AND A WITNESS SIGN AND 45 YARDS SOUTHWEST OF A CULVERT.  A STANDARD
 AP0062'DISK, STAMPED H 1087 RESET 1961 IN A CONCRETE POST WHICH PROJECTS
 AP0062'ABOUT 6 INCHES.
 AP0062
 AP0062                          STATION RECOVERY (1982)
 AP0062
 AP0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0062'NOT RECOVERED, FIRE LANE GRADED ON SOUTH SIDE OF RIGHT OF WAY FENCE,
 AP0062'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0380 ***********************************************************************
 AO0380  DESIGNATION -  H 1088
 AO0380  PID         -  AO0380
 AO0380  STATE/COUNTY-  TX/DIMMIT
 AO0380  USGS QUAD   -  MAC DONALD LAKE (1982)
 AO0380
 AO0380                         *CURRENT SURVEY CONTROL
 AO0380  ___________________________________________________________________
 AO0380* NAD 83(1986)-  28 22 43.     (N)    099 39 06.     (W)     SCALED    
 AO0380* NAVD 88     -       172.539  (meters)     566.07   (feet)  ADJUSTED  
 AO0380  ___________________________________________________________________
 AO0380  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AO0380  DYNAMIC HT  -         172.277 (meters)     565.21  (feet)  COMP
 AO0380  MODELED GRAV-     979,125.0   (mgal)                       NAVD 88
 AO0380
 AO0380  VERT ORDER  -  FIRST     CLASS II
 AO0380
 AO0380.The horizontal coordinates were scaled from a topographic map and have
 AO0380.an estimated accuracy of +/- 6 seconds.
 AO0380
 AO0380.The orthometric height was determined by differential leveling
 AO0380.and adjusted by the National Geodetic Survey in June 1991..
 AO0380
 AO0380.The geoid height was determined by GEOID03.
 AO0380
 AO0380.The dynamic height is computed by dividing the NAVD 88
 AO0380.geopotential number by the normal gravity value computed on the
 AO0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0380.degrees latitude (g = 980.6199 gals.).
 AO0380
 AO0380.The modeled gravity was interpolated from observed gravity values.
 AO0380
 AO0380;                    North         East    Units  Estimated Accuracy
 AO0380;SPC TXSC     - 4,060,610.      536,130.      MT  (+/- 180 meters Scaled)
 AO0380
 AO0380                          SUPERSEDED SURVEY CONTROL
 AO0380
 AO0380.No superseded survey control is available for this station.
 AO0380
 AO0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS361393(NAD 83)
 AO0380_MARKER: DB = BENCH MARK DISK
 AO0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0380_STAMPING: H 1088 1957
 AO0380_MARK LOGO: CGS   
 AO0380_PROJECTION: RECESSED 10 CENTIMETERS
 AO0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0380+STABILITY: SURFACE MOTION
 AO0380
 AO0380  HISTORY     - Date     Condition        Report By
 AO0380  HISTORY     - 1957     MONUMENTED       CGS
 AO0380  HISTORY     - 1972     GOOD             NGS
 AO0380  HISTORY     - 1982     GOOD             NGS
 AO0380  HISTORY     - 19971025 GOOD             USPSQD
 AO0380
 AO0380                          STATION DESCRIPTION
 AO0380
 AO0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0380'3.35 MI NW FROM CATARINA.
 AO0380'3.35 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0380'CATARINA, AT A PRIVATE ROAD CROSSING, 136 FEET SOUTHWEST OF THE CENTER
 AO0380'LINE OF THE HIGHWAY, 64 FEET SOUTHEAST OF A FENCE CORNER, 86 FEET
 AO0380'SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 45 FEET SOUTHWEST OF
 AO0380'THE SOUTHWEST RAIL OF THE ASHERTON AND GULF RAILROAD, 2.3 FEET
 AO0380'NORTHEAST OF A FENCE, 1.7 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 AO0380'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0380'NOTE-- THE HIGHWAY HAS BEEN WIDENED AND THE RAILROAD IS NO LONGER IN
 AO0380'EXISTENCE.  THE MARK IS 77.0 FEET SOUTHWEST OF THE CENTER OF US
 AO0380'HIGHWAY 83, 26.7 FEET NORTHWEST OF A POWER LINE POLE, 3.5 FEET NORTH
 AO0380'OF A WITNESS POST, 2.5 FEET NORTHEAST OF A FENCE AND IS ABOUT 4 INCHES
 AO0380'BELOW THE GROUND SURFACE.
 AO0380
 AO0380                          STATION RECOVERY (1972)
 AO0380
 AO0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AO0380'RECOVERED IN GOOD CONDITION.
 AO0380
 AO0380                          STATION RECOVERY (1982)
 AO0380
 AO0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0380'5.4 KM (3.35 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AO0380'AT CATARINA, ACROSS HIGHWAY FROM PRIVATE ROAD CROSSING, 23.5 METERS
 AO0380'(77.0 FT) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 83, 8.0 METERS
 AO0380'(26.7 FT) NORTHWEST OF A TELEPHONE POLE, 9.7 METERS (32.0 FT)
 AO0380'SOUTHEAST OF CENTER OF METAL GATE, AND 0.75 METERS (2.5 FT) NORTHEAST
 AO0380'OF A FENCE.
 AO0380'THE MARK IS 1.1 METERS  N FROM A WITNESS POST.
 AO0380'THE MARK IS 1.8 M ABOVE HIGHWAY.
 AO0380
 AO0380                          STATION RECOVERY (1997)
 AO0380
 AO0380'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0344 ***********************************************************************
 AO0344  DESIGNATION -  H 1089
 AO0344  PID         -  AO0344
 AO0344  STATE/COUNTY-  TX/WEBB
 AO0344  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0344
 AO0344                         *CURRENT SURVEY CONTROL
 AO0344  ___________________________________________________________________
 AO0344* NAD 83(1986)-  28 06 00.     (N)    099 34 37.     (W)     SCALED    
 AO0344* NAVD 88     -       200.674  (meters)     658.38   (feet)  ADJUSTED  
 AO0344  ___________________________________________________________________
 AO0344  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0344  DYNAMIC HT  -         200.364 (meters)     657.36  (feet)  COMP
 AO0344  MODELED GRAV-     979,099.9   (mgal)                       NAVD 88
 AO0344
 AO0344  VERT ORDER  -  FIRST     CLASS II
 AO0344
 AO0344.The horizontal coordinates were scaled from a topographic map and have
 AO0344.an estimated accuracy of +/- 6 seconds.
 AO0344
 AO0344.The orthometric height was determined by differential leveling
 AO0344.and adjusted by the National Geodetic Survey in June 1991..
 AO0344
 AO0344.The geoid height was determined by GEOID03.
 AO0344
 AO0344.The dynamic height is computed by dividing the NAVD 88
 AO0344.geopotential number by the normal gravity value computed on the
 AO0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0344.degrees latitude (g = 980.6199 gals.).
 AO0344
 AO0344.The modeled gravity was interpolated from observed gravity values.
 AO0344
 AO0344;                    North         East    Units  Estimated Accuracy
 AO0344;SPC TX S     - 5,270,060.      194,160.      MT  (+/- 180 meters Scaled)
 AO0344
 AO0344                          SUPERSEDED SURVEY CONTROL
 AO0344
 AO0344  NGVD 29 (??/??/92)  200.662  (m)          658.34   (f) ADJ UNCH    1 2
 AO0344
 AO0344.Superseded values are not recommended for survey control.
 AO0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0344.See file dsdata.txt to determine how the superseded data were derived.
 AO0344
 AO0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS433084(NAD 83)
 AO0344_MARKER: DB = BENCH MARK DISK
 AO0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0344_STAMPING: H 1089 1957
 AO0344_MARK LOGO: CGS   
 AO0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0344+STABILITY: SURFACE MOTION
 AO0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0344+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AO0344
 AO0344  HISTORY     - Date     Condition        Report By
 AO0344  HISTORY     - 1957     MONUMENTED       CGS
 AO0344  HISTORY     - 1982     GOOD             NGS
 AO0344  HISTORY     - 20020326 GOOD             USPSQD
 AO0344
 AO0344                          STATION DESCRIPTION
 AO0344
 AO0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0344'18.0 MI SE FROM CATARINA.
 AO0344'18.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0344'CATARINA, 149 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 34
 AO0344'FEET NORTHWEST OF A FENCE CORNER, 2.3 FEET NORTHEAST OF A FENCE, AT AN
 AO0344'OFFSET IN THE FENCE, 1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 AO0344'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0344
 AO0344                          STATION RECOVERY (1982)
 AO0344
 AO0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0344'RECOVERED THIS DATE, NOTE, 9.8 METERS (32.0 FT) SOUTH OF CENTER OF
 AO0344'A GATE.
 AO0344'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AO0344
 AO0344                          STATION RECOVERY (2002)
 AO0344
 AO0344'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1288 ***********************************************************************
 AY1288  DESIGNATION -  H 1090
 AY1288  PID         -  AY1288
 AY1288  STATE/COUNTY-  TX/UVALDE
 AY1288  USGS QUAD   -  HACIENDA (1960)
 AY1288
 AY1288                         *CURRENT SURVEY CONTROL
 AY1288  ___________________________________________________________________
 AY1288* NAD 83(1986)-  29 14 23.     (N)    099 55 15.     (W)     SCALED    
 AY1288* NAVD 88     -       288.148  (meters)     945.37   (feet)  ADJUSTED  
 AY1288  ___________________________________________________________________
 AY1288  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AY1288  DYNAMIC HT  -         287.728 (meters)     943.99  (feet)  COMP
 AY1288  MODELED GRAV-     979,178.1   (mgal)                       NAVD 88
 AY1288
 AY1288  VERT ORDER  -  FIRST     CLASS II
 AY1288
 AY1288.The horizontal coordinates were scaled from a topographic map and have
 AY1288.an estimated accuracy of +/- 6 seconds.
 AY1288
 AY1288.The orthometric height was determined by differential leveling
 AY1288.and adjusted by the National Geodetic Survey in June 1991..
 AY1288
 AY1288.The geoid height was determined by GEOID03.
 AY1288
 AY1288.The dynamic height is computed by dividing the NAVD 88
 AY1288.geopotential number by the normal gravity value computed on the
 AY1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1288.degrees latitude (g = 980.6199 gals.).
 AY1288
 AY1288.The modeled gravity was interpolated from observed gravity values.
 AY1288
 AY1288;                    North         East    Units  Estimated Accuracy
 AY1288;SPC TXSC     - 4,156,220.      510,500.      MT  (+/- 180 meters Scaled)
 AY1288
 AY1288                          SUPERSEDED SURVEY CONTROL
 AY1288
 AY1288  NGVD 29 (??/??/92)  288.033  (m)          944.99   (f) ADJ UNCH    1 2
 AY1288
 AY1288.Superseded values are not recommended for survey control.
 AY1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1288.See file dsdata.txt to determine how the superseded data were derived.
 AY1288
 AY1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT105348(NAD 83)
 AY1288_MARKER: DB = BENCH MARK DISK
 AY1288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1288_SP_SET: BASE
 AY1288_STAMPING: H 1090 1957
 AY1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1288+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AY1288
 AY1288  HISTORY     - Date     Condition        Report By
 AY1288  HISTORY     - 1957     MONUMENTED       CGS
 AY1288  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1288  HISTORY     - 20031030 GOOD             USPSQD
 AY1288
 AY1288                          STATION DESCRIPTION
 AY1288
 AY1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1288'7.8 MI W FROM UVALDE.
 AY1288'7.8 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1288'STATION AT UVALDE, AT THE NORTHEAST END OF A CUT, 55 FEET WEST OF THE
 AY1288'7TH POLE NORTHEAST OF MILEPOST 309, 8 FEET SOUTHEAST OF THE SOUTHEAST
 AY1288'RAIL, SET IN THE TOP OF THE NORTHEAST SIDE OF AN ABANDONED CONCRETE
 AY1288'SEMAPHORE BASE.
 AY1288
 AY1288                          STATION RECOVERY (1982)
 AY1288
 AY1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1288'MARK NOT RECOVERED, PROBABLY TAKEN OUT WHEN NEW RAILROAD BED WAS
 AY1288'BUILT.
 AY1288
 AY1288                          STATION RECOVERY (2003)
 AY1288
 AY1288'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1288'REPORTED MISSING IN 1982
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1312 ***********************************************************************
 AY1312  DESIGNATION -  H 1091
 AY1312  PID         -  AY1312
 AY1312  STATE/COUNTY-  TX/UVALDE
 AY1312  USGS QUAD   -  GARNER FIELD (1971)
 AY1312
 AY1312                         *CURRENT SURVEY CONTROL
 AY1312  ___________________________________________________________________
 AY1312* NAD 83(1986)-  29 13 06.     (N)    099 44 29.     (W)     SCALED    
 AY1312* NAVD 88     -       286.142  (meters)     938.78   (feet)  POSTED    
 AY1312  ___________________________________________________________________
 AY1312  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AY1312  DYNAMIC HT  -         285.730 (meters)     937.43  (feet)  COMP
 AY1312  MODELED GRAV-     979,186.4   (mgal)                       NAVD 88
 AY1312
 AY1312  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1312
 AY1312.This mark is at Garner Fld (UVA) Airport (UVA)
 AY1312
 AY1312.The horizontal coordinates were scaled from a topographic map and have
 AY1312.an estimated accuracy of +/- 6 seconds.
 AY1312
 AY1312.The orthometric height was determined by differential leveling
 AY1312.and adjusted by the National Geodetic Survey in 1992..
 AY1312.No vertical observational check was made to the station.
 AY1312.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1312.was located on a no-check spur therefore a value was not computed.
 AY1312
 AY1312.The geoid height was determined by GEOID03.
 AY1312
 AY1312.The dynamic height is computed by dividing the NAVD 88
 AY1312.geopotential number by the normal gravity value computed on the
 AY1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1312.degrees latitude (g = 980.6199 gals.).
 AY1312
 AY1312.The modeled gravity was interpolated from observed gravity values.
 AY1312
 AY1312;                    North         East    Units  Estimated Accuracy
 AY1312;SPC TXSC     - 4,153,720.      527,920.      MT  (+/- 180 meters Scaled)
 AY1312
 AY1312                          SUPERSEDED SURVEY CONTROL
 AY1312
 AY1312  NGVD 29 (??/??/92)  286.004  (m)          938.33   (f) ADJ UNCH    1 2
 AY1312
 AY1312.Superseded values are not recommended for survey control.
 AY1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1312.See file dsdata.txt to determine how the superseded data were derived.
 AY1312
 AY1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT279324(NAD 83)
 AY1312_MARKER: DB = BENCH MARK DISK
 AY1312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1312_SP_SET: RAMP
 AY1312_STAMPING: H 1091 1957
 AY1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1312
 AY1312  HISTORY     - Date     Condition        Report By
 AY1312  HISTORY     - 1957     MONUMENTED       CGS
 AY1312  HISTORY     - 1988     GOOD             USPSQD
 AY1312  HISTORY     - 20021110 MARK NOT FOUND   USPSQD
 AY1312
 AY1312                          STATION DESCRIPTION
 AY1312
 AY1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1312'2.8 MI NE FROM UVALDE.
 AY1312'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 AY1312'UVALDE, THENCE 1.45 MILES NORTHEAST ALONG FARM ROAD 1023, THENCE 0.35
 AY1312'MILE EAST ACROSS A FIELD TO THE MOST EASTERLY ONE OF THREE LARGE
 AY1312'HANGARS, SET IN THE SURFACE OF THE CONCRETE RAMP AT THE WEST ENTRANCE
 AY1312'TO THE HANGAR, AT THE CENTER LINE OF THE ENTRANCE AND 0.7 FOOT WEST OF
 AY1312'THE STEEL TRACK THAT SUPPORTS THE SLIDING DOORS OF THE HANGAR.
 AY1312
 AY1312                          STATION RECOVERY (1988)
 AY1312
 AY1312'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1312'RECOVERED IN GOOD CONDITION.
 AY1312
 AY1312                          STATION RECOVERY (2002)
 AY1312
 AY1312'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AY1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0073 ***********************************************************************
 AZ0073  DESIGNATION -  H 1092
 AZ0073  PID         -  AZ0073
 AZ0073  STATE/COUNTY-  TX/KINNEY
 AZ0073  USGS QUAD   -  ANACACHO (1974)
 AZ0073
 AZ0073                         *CURRENT SURVEY CONTROL
 AZ0073  ___________________________________________________________________
 AZ0073* NAD 83(1986)-  29 12 33.     (N)    100 17 03.     (W)     SCALED    
 AZ0073* NAVD 88     -       305.877  (meters)    1003.53   (feet)  ADJUSTED  
 AZ0073  ___________________________________________________________________
 AZ0073  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0073  DYNAMIC HT  -         305.432 (meters)    1002.07  (feet)  COMP
 AZ0073  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 AZ0073
 AZ0073  VERT ORDER  -  FIRST     CLASS II
 AZ0073
 AZ0073.The horizontal coordinates were scaled from a topographic map and have
 AZ0073.an estimated accuracy of +/- 6 seconds.
 AZ0073
 AZ0073.The orthometric height was determined by differential leveling
 AZ0073.and adjusted by the National Geodetic Survey in June 1991..
 AZ0073
 AZ0073.The geoid height was determined by GEOID03.
 AZ0073
 AZ0073.The dynamic height is computed by dividing the NAVD 88
 AZ0073.geopotential number by the normal gravity value computed on the
 AZ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0073.degrees latitude (g = 980.6199 gals.).
 AZ0073
 AZ0073.The modeled gravity was interpolated from observed gravity values.
 AZ0073
 AZ0073;                    North         East    Units  Estimated Accuracy
 AZ0073;SPC TXSC     - 4,153,160.      475,140.      MT  (+/- 180 meters Scaled)
 AZ0073
 AZ0073                          SUPERSEDED SURVEY CONTROL
 AZ0073
 AZ0073  NGVD 29 (??/??/92)  305.764  (m)         1003.16   (f) ADJ UNCH    1 2
 AZ0073
 AZ0073.Superseded values are not recommended for survey control.
 AZ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0073.See file dsdata.txt to determine how the superseded data were derived.
 AZ0073
 AZ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT751318(NAD 83)
 AZ0073_MARKER: DB = BENCH MARK DISK
 AZ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0073_STAMPING: H 1092 1957
 AZ0073_MARK LOGO: CGS   
 AZ0073_PROJECTION: PROJECTING 8 CENTIMETERS
 AZ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0073+STABILITY: SURFACE MOTION
 AZ0073
 AZ0073  HISTORY     - Date     Condition        Report By
 AZ0073  HISTORY     - 1957     MONUMENTED       CGS
 AZ0073  HISTORY     - 1982     GOOD             NGS
 AZ0073  HISTORY     - 19960223 GOOD             USPSQD
 AZ0073
 AZ0073                          STATION DESCRIPTION
 AZ0073
 AZ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0073'9.7 MI E FROM SPOFFORD.
 AZ0073'9.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0073'STATION AT SPOFFORD, 95 FEET NORTHWEST OF THE CENTER LINE OF FARM ROAD
 AZ0073'1572, 72.6 FEET NORTHEAST OF THE 1ST POLE NORTHEAST OF MILEPOST 332,
 AZ0073'38 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN LINE WITH A ROW OF
 AZ0073'TELEPHONE POLES, 1.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 AZ0073'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AZ0073
 AZ0073                          STATION RECOVERY (1982)
 AZ0073
 AZ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0073'MARK RECOVERED THIS DATE, NOTE, THE RAILROAD STATION AT SPOFFORD IS
 AZ0073'GONE, 16.3 KM (10.1 MI) EAST ALONG FARM ROAD 1572 FROM THE JUNCTION OF
 AZ0073'STATE ROUTE 131 IN SPOFFORD.
 AZ0073'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AZ0073
 AZ0073                          STATION RECOVERY (1996)
 AZ0073
 AZ0073'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0104 ***********************************************************************
 AP0104  DESIGNATION -  H 1093
 AP0104  PID         -  AP0104
 AP0104  STATE/COUNTY-  TX/MAVERICK
 AP0104  USGS QUAD   -  PALOMA (1974)
 AP0104
 AP0104                         *CURRENT SURVEY CONTROL
 AP0104  ___________________________________________________________________
 AP0104* NAD 83(1986)-  28 52 55.     (N)    100 25 28.     (W)     SCALED    
 AP0104* NAVD 88     -       248.638  (meters)     815.74   (feet)  ADJUSTED  
 AP0104  ___________________________________________________________________
 AP0104  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AP0104  DYNAMIC HT  -         248.270 (meters)     814.53  (feet)  COMP
 AP0104  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 AP0104
 AP0104  VERT ORDER  -  FIRST     CLASS II
 AP0104
 AP0104.The horizontal coordinates were scaled from a topographic map and have
 AP0104.an estimated accuracy of +/- 6 seconds.
 AP0104
 AP0104.The orthometric height was determined by differential leveling
 AP0104.and adjusted by the National Geodetic Survey in June 1991..
 AP0104
 AP0104.The geoid height was determined by GEOID03.
 AP0104
 AP0104.The dynamic height is computed by dividing the NAVD 88
 AP0104.geopotential number by the normal gravity value computed on the
 AP0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0104.degrees latitude (g = 980.6199 gals.).
 AP0104
 AP0104.The modeled gravity was interpolated from observed gravity values.
 AP0104
 AP0104;                    North         East    Units  Estimated Accuracy
 AP0104;SPC TXSC     - 4,117,060.      461,060.      MT  (+/- 180 meters Scaled)
 AP0104
 AP0104                          SUPERSEDED SURVEY CONTROL
 AP0104
 AP0104  NGVD 29 (??/??/92)  248.501  (m)          815.29   (f) ADJ UNCH    1 2
 AP0104
 AP0104.Superseded values are not recommended for survey control.
 AP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0104.See file dsdata.txt to determine how the superseded data were derived.
 AP0104
 AP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS610957(NAD 83)
 AP0104_MARKER: DB = BENCH MARK DISK
 AP0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0104_STAMPING: H 1093 1957
 AP0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0104+STABILITY: SURFACE MOTION
 AP0104
 AP0104  HISTORY     - Date     Condition        Report By
 AP0104  HISTORY     - 1957     MONUMENTED       CGS
 AP0104
 AP0104                          STATION DESCRIPTION
 AP0104
 AP0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0104'13.05 MI N FROM EAGLE PASS.
 AP0104'13.05 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0104'STATION EAGLE PASS, 0.3 MILE SOUTH OF THE STATION SIGN AT PALOMA, 97
 AP0104'FEET SOUTHWEST OF MILEPOST 20, 44 FEET WEST OF THE WEST RAIL, 3.6 FEET
 AP0104'EAST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AP0104'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1316 ***********************************************************************
 AY1316  DESIGNATION -  H 1094
 AY1316  PID         -  AY1316
 AY1316  STATE/COUNTY-  TX/UVALDE
 AY1316  USGS QUAD   -  UVALDE (1971)
 AY1316
 AY1316                         *CURRENT SURVEY CONTROL
 AY1316  ___________________________________________________________________
 AY1316* NAD 83(1986)-  29 14 58.     (N)    099 45 02.     (W)     SCALED    
 AY1316* NAVD 88     -       297.498  (meters)     976.04   (feet)  ADJUSTED  
 AY1316  ___________________________________________________________________
 AY1316  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AY1316  DYNAMIC HT  -         297.066 (meters)     974.62  (feet)  COMP
 AY1316  MODELED GRAV-     979,183.8   (mgal)                       NAVD 88
 AY1316
 AY1316  VERT ORDER  -  FIRST     CLASS II
 AY1316
 AY1316.The horizontal coordinates were scaled from a topographic map and have
 AY1316.an estimated accuracy of +/- 6 seconds.
 AY1316
 AY1316.The orthometric height was determined by differential leveling
 AY1316.and adjusted by the National Geodetic Survey in June 1991..
 AY1316
 AY1316.The geoid height was determined by GEOID03.
 AY1316
 AY1316.The dynamic height is computed by dividing the NAVD 88
 AY1316.geopotential number by the normal gravity value computed on the
 AY1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1316.degrees latitude (g = 980.6199 gals.).
 AY1316
 AY1316.The modeled gravity was interpolated from observed gravity values.
 AY1316
 AY1316;                    North         East    Units  Estimated Accuracy
 AY1316;SPC TXSC     - 4,157,180.      527,050.      MT  (+/- 180 meters Scaled)
 AY1316
 AY1316                          SUPERSEDED SURVEY CONTROL
 AY1316
 AY1316  NGVD 29 (??/??/92)  297.353  (m)          975.57   (f) ADJ UNCH    1 2
 AY1316
 AY1316.Superseded values are not recommended for survey control.
 AY1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1316.See file dsdata.txt to determine how the superseded data were derived.
 AY1316
 AY1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT270358(NAD 83)
 AY1316_MARKER: DB = BENCH MARK DISK
 AY1316_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AY1316_SP_SET: 21.5 FT.
 AY1316_STAMPING: H 1094 1957
 AY1316_MARK LOGO: CGS   
 AY1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1316
 AY1316  HISTORY     - Date     Condition        Report By
 AY1316  HISTORY     - 1957     MONUMENTED       CGS
 AY1316  HISTORY     - 1982     GOOD             NGS
 AY1316  HISTORY     - 1987     GOOD             USPSQD
 AY1316  HISTORY     - 1988     GOOD             USPSQD
 AY1316  HISTORY     - 20021110 MARK NOT FOUND   USPSQD
 AY1316
 AY1316                          STATION DESCRIPTION
 AY1316
 AY1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1316'3.0 MI NE FROM UVALDE.
 AY1316'ABOUT 3.0 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AY1316'FROM THE STATION AT UVALDE, 38 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AY1316'31 FEET NORTHWEST OF THE CENTER LINE OF A GRAVEL ROAD, 3 FEET
 AY1316'NORTHWEST OF MILE POST 298, 2 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 AY1316'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE TOP OF THE RAIL, A DISK ON
 AY1316'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 AY1316'21 1/2 FEET AND PROJECTS 6 INCHES.  THE ROD IS ENCLOSED BY A 6-INCH
 AY1316'PIPE THAT PROJECTS 6 INCHES.
 AY1316
 AY1316                          STATION RECOVERY (1982)
 AY1316
 AY1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1316'MARK RECOVERED THIS DATE, NOTE, 4.8 KM (3.0 MI) EAST NORTHEAST ALONG
 AY1316'STATE ROUTE 2369 FROM THE JUNCTION OF SPUR 144 AND THE SOUTHERN
 AY1316'PACIFIC RAILROAD STATION IN UVALDE.
 AY1316'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AY1316'THE MARK IS 0.61 M ABOVE HIGHWAY.
 AY1316
 AY1316                          STATION RECOVERY (1987)
 AY1316
 AY1316'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1316'RECOVERED IN GOOD CONDITION.
 AY1316
 AY1316                          STATION RECOVERY (1988)
 AY1316
 AY1316'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1316'RECOVERED IN GOOD CONDITION.
 AY1316
 AY1316                          STATION RECOVERY (2002)
 AY1316
 AY1316'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AY1316'WITNESS POST IS IN PLACE BUT MARK NOT FOUND.  THERE IS EVIDENCE OF
 AY1316'NEWLY BURIED CABLE NEAR THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0065 ***********************************************************************
 BB0065  DESIGNATION -  H 1095
 BB0065  PID         -  BB0065
 BB0065  STATE/COUNTY-  TX/PRESIDIO
 BB0065  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0065
 BB0065                         *CURRENT SURVEY CONTROL
 BB0065  ___________________________________________________________________
 BB0065* NAD 83(1986)-  29 31 12.     (N)    104 17 11.     (W)     SCALED    
 BB0065* NAVD 88     -       778.741  (meters)    2554.92   (feet)  ADJUSTED  
 BB0065  ___________________________________________________________________
 BB0065  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 BB0065  DYNAMIC HT  -         777.475 (meters)    2550.77  (feet)  COMP
 BB0065  MODELED GRAV-     978,993.6   (mgal)                       NAVD 88
 BB0065
 BB0065  VERT ORDER  -  SECOND    CLASS 0
 BB0065
 BB0065.The horizontal coordinates were scaled from a topographic map and have
 BB0065.an estimated accuracy of +/- 6 seconds.
 BB0065
 BB0065.The orthometric height was determined by differential leveling
 BB0065.and adjusted by the National Geodetic Survey in June 1991..
 BB0065
 BB0065.The geoid height was determined by GEOID03.
 BB0065
 BB0065.The dynamic height is computed by dividing the NAVD 88
 BB0065.geopotential number by the normal gravity value computed on the
 BB0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0065.degrees latitude (g = 980.6199 gals.).
 BB0065
 BB0065.The modeled gravity was interpolated from observed gravity values.
 BB0065
 BB0065;                    North         East    Units  Estimated Accuracy
 BB0065;SPC TXSC     - 4,198,510.       87,740.      MT  (+/- 180 meters Scaled)
 BB0065
 BB0065                          SUPERSEDED SURVEY CONTROL
 BB0065
 BB0065  NGVD 29 (??/??/92)  778.354  (m)         2553.65   (f) ADJ UNCH    2 0
 BB0065
 BB0065.Superseded values are not recommended for survey control.
 BB0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0065.See file dsdata.txt to determine how the superseded data were derived.
 BB0065
 BB0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN691658(NAD 83)
 BB0065_MARKER: DB = BENCH MARK DISK
 BB0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0065_SP_SET: MONUMENT
 BB0065_STAMPING: H 1095 1973
 BB0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0065
 BB0065  HISTORY     - Date     Condition        Report By
 BB0065  HISTORY     - 1973     MONUMENTED       NGS
 BB0065  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0065
 BB0065                          STATION DESCRIPTION
 BB0065
 BB0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BB0065'5.8 MI SE FROM PRESIDIO.
 BB0065'FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67 (S.R.
 BB0065'170) FOR 0.5 MILE, THENCE EAST ALONG FARM ROAD 170 FOR 3.4 MILES TO
 BB0065'FORT LEATON, CONTINUE EAST ALONG FARM ROAD 170 FOR 2.9 MILES TO A
 BB0065'GAUGING STATION ON THE RIO GRANDE RIVER, 68.5 FEET SOUTH OF THE CENTER
 BB0065'OF FARM ROAD 170, 15.3 FEET EAST OF THE NORTHEAST CORNER OF A 4X4-FOOT
 BB0065'METAL STATION HOUSE, 1.5 FEET SOUTH OF A METAL FENCE POST IN FENCE
 BB0065'LINE, ABOUT 12 FEET LOWER THAN HIGHWAY, AND SET IN THE TOP OF A
 BB0065'12-INCH DIAMETER CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 BB0065
 BB0065                          STATION RECOVERY (1996)
 BB0065
 BB0065'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0541 ***********************************************************************
 BP0541  DESIGNATION -  H 1096
 BP0541  PID         -  BP0541
 BP0541  STATE/COUNTY-  TX/BREWSTER
 BP0541  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0541
 BP0541                         *CURRENT SURVEY CONTROL
 BP0541  ___________________________________________________________________
 BP0541* NAD 83(1986)-  30 16 55.     (N)    103 35 09.     (W)     SCALED    
 BP0541* NAVD 88     -      1571.763  (meters)    5156.69   (feet)  ADJUSTED  
 BP0541  ___________________________________________________________________
 BP0541  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 BP0541  DYNAMIC HT  -        1569.145 (meters)    5148.10  (feet)  COMP
 BP0541  MODELED GRAV-     978,920.1   (mgal)                       NAVD 88
 BP0541  OBS GRAVITY -     978,923.5   (mgal)                       GRAV_OBS
 BP0541
 BP0541  VERT ORDER  -  FIRST     CLASS I
 BP0541
 BP0541.The horizontal coordinates were scaled from a topographic map and have
 BP0541.an estimated accuracy of +/- 6 seconds.
 BP0541
 BP0541.The orthometric height was determined by differential leveling
 BP0541.and adjusted by the National Geodetic Survey in June 1991..
 BP0541
 BP0541.The geoid height was determined by GEOID03.
 BP0541
 BP0541.The dynamic height is computed by dividing the NAVD 88
 BP0541.geopotential number by the normal gravity value computed on the
 BP0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0541.degrees latitude (g = 980.6199 gals.).
 BP0541
 BP0541.The modeled gravity was interpolated from observed gravity values.
 BP0541.The observed gravity was obtained from relative gravimeter ties
 BP0541.to the IGSN71 gravity network.
 BP0541
 BP0541;                    North         East    Units  Estimated Accuracy
 BP0541;SPC TXSC     - 4,280,030.      158,900.      MT  (+/- 180 meters Scaled)
 BP0541
 BP0541                          SUPERSEDED SURVEY CONTROL
 BP0541
 BP0541  NGVD 29 (??/??/92) 1571.239  (m)         5154.97   (f) ADJ UNCH    1 1
 BP0541
 BP0541.Superseded values are not recommended for survey control.
 BP0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0541.See file dsdata.txt to determine how the superseded data were derived.
 BP0541
 BP0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP360508(NAD 83)
 BP0541_MARKER: DB = BENCH MARK DISK
 BP0541_SETTING: 66 = SET IN ROCK OUTCROP
 BP0541_SP_SET: ROCK OUTCROP
 BP0541_STAMPING: H 1096 1977
 BP0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0541+STABILITY: POSITION/ELEVATION WELL
 BP0541
 BP0541  HISTORY     - Date     Condition        Report By
 BP0541  HISTORY     - 1977     MONUMENTED       NGS
 BP0541  HISTORY     - 1989     GOOD             USPSQD
 BP0541  HISTORY     - 19961008 GOOD             USPSQD
 BP0541  HISTORY     - 20030420 GOOD             USPSQD
 BP0541
 BP0541                          STATION DESCRIPTION
 BP0541
 BP0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0541'7.7 MI SE FROM ALPINE.
 BP0541'0.4 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0541'THE STATION AT ALPINE, THENCE 7.3 MILES SOUTHEAST ALONG STATE
 BP0541'HIGHWAY 118, AT THE ENTRANCE TO THE TRIPLE R RANCH, 180 FT. NORTHWEST
 BP0541'OF THE CENTER OF A CATTLEGUARD, 70 FT. WEST OF THE CENTER LINE OF
 BP0541'THE HIGHWAY, 10.5 FT. EAST OF A FENCE, 9 FT. NORTHEAST OF A 36
 BP0541'INCH CEDAR TREE, 38 FT. SOUTH-SOUTHWEST OF A 24 INCH CEDAR TREE
 BP0541'USED FOR A ANGLE POST FOR A FENCE.
 BP0541
 BP0541                          STATION RECOVERY (1989)
 BP0541
 BP0541'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0541'RECOVERED IN GOOD CONDITION.
 BP0541
 BP0541                          STATION RECOVERY (1996)
 BP0541
 BP0541'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0541'RECOVERED IN GOOD CONDITION.
 BP0541
 BP0541                          STATION RECOVERY (2003)
 BP0541
 BP0541'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BP0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0569 ***********************************************************************
 BP0569  DESIGNATION -  H 1097
 BP0569  PID         -  BP0569
 BP0569  STATE/COUNTY-  TX/JEFF DAVIS
 BP0569  USGS QUAD   -  FORT DAVIS (1972)
 BP0569
 BP0569                         *CURRENT SURVEY CONTROL
 BP0569  ___________________________________________________________________
 BP0569* NAD 83(1986)-  30 36 01.     (N)    103 55 00.     (W)     SCALED    
 BP0569* NAVD 88     -      1499.890  (meters)    4920.89   (feet)  ADJUSTED  
 BP0569  ___________________________________________________________________
 BP0569  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BP0569  DYNAMIC HT  -        1497.433 (meters)    4912.83  (feet)  COMP
 BP0569  MODELED GRAV-     978,950.0   (mgal)                       NAVD 88
 BP0569  OBS GRAVITY -     978,951.2   (mgal)                       GRAV_OBS
 BP0569
 BP0569  VERT ORDER  -  FIRST     CLASS I
 BP0569
 BP0569.The horizontal coordinates were scaled from a topographic map and have
 BP0569.an estimated accuracy of +/- 6 seconds.
 BP0569
 BP0569.The orthometric height was determined by differential leveling
 BP0569.and adjusted by the National Geodetic Survey in June 1991..
 BP0569
 BP0569.The geoid height was determined by GEOID03.
 BP0569
 BP0569.The dynamic height is computed by dividing the NAVD 88
 BP0569.geopotential number by the normal gravity value computed on the
 BP0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0569.degrees latitude (g = 980.6199 gals.).
 BP0569
 BP0569.The modeled gravity was interpolated from observed gravity values.
 BP0569.The observed gravity was obtained from relative gravimeter ties
 BP0569.to the IGSN71 gravity network.
 BP0569
 BP0569;                    North         East    Units  Estimated Accuracy
 BP0569;SPC TX C     - 3,109,030.      356,450.      MT  (+/- 180 meters Scaled)
 BP0569
 BP0569                          SUPERSEDED SURVEY CONTROL
 BP0569
 BP0569  NGVD 29 (??/??/92) 1499.333  (m)         4919.06   (f) ADJ UNCH    1 1
 BP0569
 BP0569.Superseded values are not recommended for survey control.
 BP0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0569.See file dsdata.txt to determine how the superseded data were derived.
 BP0569
 BP0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP038858(NAD 83)
 BP0569_MARKER: DB = BENCH MARK DISK
 BP0569_SETTING: 66 = SET IN ROCK OUTCROP
 BP0569_SP_SET: ROCK OUTCROP
 BP0569_STAMPING: H 1097 1977
 BP0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0569+STABILITY: POSITION/ELEVATION WELL
 BP0569
 BP0569  HISTORY     - Date     Condition        Report By
 BP0569  HISTORY     - 1977     MONUMENTED       NGS
 BP0569  HISTORY     - 1988     GOOD             USPSQD
 BP0569  HISTORY     - 1989     GOOD             USPSQD
 BP0569  HISTORY     - 19961007 GOOD             USPSQD
 BP0569  HISTORY     - 20030322 GOOD             USPSQD
 BP0569
 BP0569                          STATION DESCRIPTION
 BP0569
 BP0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0569'3.25 MI NW FROM FORT DAVIS.
 BP0569'ABOUT 3.25 MILES ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0569'COURTHOUSE AT FORT DAVIS, SET IN A SMALL LEDGE 2 FT. ABOVE GROUND,
 BP0569'4.5 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 105 FT.
 BP0569'SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTHEAST EDGE OF A
 BP0569'GRAVEL PIT AREA, 138 FT. NORTHEAST OF A PIPE CULVERT.
 BP0569
 BP0569                          STATION RECOVERY (1988)
 BP0569
 BP0569'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0569'RECOVERED IN GOOD CONDITION.
 BP0569
 BP0569                          STATION RECOVERY (1989)
 BP0569
 BP0569'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0569'RECOVERED IN GOOD CONDITION.
 BP0569
 BP0569                          STATION RECOVERY (1996)
 BP0569
 BP0569'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0569'RECOVERED IN GOOD CONDITION.
 BP0569
 BP0569                          STATION RECOVERY (2003)
 BP0569
 BP0569'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0319 ***********************************************************************
 BQ0319  DESIGNATION -  H 1098
 BQ0319  PID         -  BQ0319
 BQ0319  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0319  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0319
 BQ0319                         *CURRENT SURVEY CONTROL
 BQ0319  ___________________________________________________________________
 BQ0319* NAD 83(1986)-  30 40 13.     (N)    104 02 15.     (W)     SCALED    
 BQ0319* NAVD 88     -      1857.542  (meters)    6094.29   (feet)  ADJUSTED  
 BQ0319  ___________________________________________________________________
 BQ0319  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BQ0319  DYNAMIC HT  -        1854.390 (meters)    6083.94  (feet)  COMP
 BQ0319  MODELED GRAV-     978,877.3   (mgal)                       NAVD 88
 BQ0319  OBS GRAVITY -     978,871.3   (mgal)                       GRAV_OBS
 BQ0319
 BQ0319  VERT ORDER  -  FIRST     CLASS I
 BQ0319
 BQ0319.The horizontal coordinates were scaled from a topographic map and have
 BQ0319.an estimated accuracy of +/- 6 seconds.
 BQ0319
 BQ0319.The orthometric height was determined by differential leveling
 BQ0319.and adjusted by the National Geodetic Survey in June 1991..
 BQ0319
 BQ0319.The geoid height was determined by GEOID03.
 BQ0319
 BQ0319.The dynamic height is computed by dividing the NAVD 88
 BQ0319.geopotential number by the normal gravity value computed on the
 BQ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0319.degrees latitude (g = 980.6199 gals.).
 BQ0319
 BQ0319.The modeled gravity was interpolated from observed gravity values.
 BQ0319.The observed gravity was obtained from relative gravimeter ties
 BQ0319.to the IGSN71 gravity network.
 BQ0319
 BQ0319;                    North         East    Units  Estimated Accuracy
 BQ0319;SPC TX C     - 3,117,160.      345,130.      MT  (+/- 180 meters Scaled)
 BQ0319
 BQ0319                          SUPERSEDED SURVEY CONTROL
 BQ0319
 BQ0319  NGVD 29 (??/??/92) 1856.886  (m)         6092.13   (f) ADJ UNCH    1 1
 BQ0319
 BQ0319.Superseded values are not recommended for survey control.
 BQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0319.See file dsdata.txt to determine how the superseded data were derived.
 BQ0319
 BQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP922934(NAD 83)
 BQ0319_MARKER: DB = BENCH MARK DISK
 BQ0319_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0319_SP_SET: ROCK OUTCROP
 BQ0319_STAMPING: H 1098 1977
 BQ0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0319+STABILITY: POSITION/ELEVATION WELL
 BQ0319
 BQ0319  HISTORY     - Date     Condition        Report By
 BQ0319  HISTORY     - 1977     MONUMENTED       NGS
 BQ0319  HISTORY     - 1988     GOOD             USPSQD
 BQ0319  HISTORY     - 1989     GOOD             USPSQD
 BQ0319  HISTORY     - 19961007 GOOD             USPSQD
 BQ0319  HISTORY     - 20030322 GOOD             USPSQD
 BQ0319
 BQ0319                          STATION DESCRIPTION
 BQ0319
 BQ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0319'14.00 MI NW FROM FORT DAVIS.
 BQ0319'ABOUT 14.00 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0319'COURTHOUSE AT FORT DAVIS, 19 FT. SOUTHWEST OF A ROCKY LEDGE, 22 FT.
 BQ0319'NORTHWEST OF THE RIGHT-OF WAY FENCE, 106 FT. NORTHWEST OF THE
 BQ0319'CENTER LINE OF THE HIGHWAY, 85 FT. NORTHWEST OF A STONE GUARD
 BQ0319'RAIL.
 BQ0319
 BQ0319                          STATION RECOVERY (1988)
 BQ0319
 BQ0319'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0319'RECOVERED IN GOOD CONDITION.
 BQ0319
 BQ0319                          STATION RECOVERY (1989)
 BQ0319
 BQ0319'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0319'RECOVERED IN GOOD CONDITION.
 BQ0319
 BQ0319                          STATION RECOVERY (1996)
 BQ0319
 BQ0319'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0319'RECOVERED IN GOOD CONDITION.
 BQ0319
 BQ0319                          STATION RECOVERY (2003)
 BQ0319
 BQ0319'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0118 ***********************************************************************
 AZ0118  DESIGNATION -  H 1099
 AZ0118  PID         -  AZ0118
 AZ0118  STATE/COUNTY-  TX/VAL VERDE
 AZ0118  USGS QUAD   -  DEL RIO SW (1972)
 AZ0118
 AZ0118                         *CURRENT SURVEY CONTROL
 AZ0118  ___________________________________________________________________
 AZ0118* NAD 83(1986)-  29 22 09.     (N)    100 53 02.     (W)     SCALED    
 AZ0118* NAVD 88     -       292.873  (meters)     960.87   (feet)  ADJUSTED  
 AZ0118  ___________________________________________________________________
 AZ0118  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0118  DYNAMIC HT  -         292.447 (meters)     959.47  (feet)  COMP
 AZ0118  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 AZ0118
 AZ0118  VERT ORDER  -  FIRST     CLASS II
 AZ0118
 AZ0118.The horizontal coordinates were scaled from a topographic map and have
 AZ0118.an estimated accuracy of +/- 6 seconds.
 AZ0118
 AZ0118.The orthometric height was determined by differential leveling
 AZ0118.and adjusted by the National Geodetic Survey in June 1991..
 AZ0118
 AZ0118.The geoid height was determined by GEOID03.
 AZ0118
 AZ0118.The dynamic height is computed by dividing the NAVD 88
 AZ0118.geopotential number by the normal gravity value computed on the
 AZ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0118.degrees latitude (g = 980.6199 gals.).
 AZ0118
 AZ0118.The modeled gravity was interpolated from observed gravity values.
 AZ0118
 AZ0118;                    North         East    Units  Estimated Accuracy
 AZ0118;SPC TXSC     - 4,171,680.      417,130.      MT  (+/- 180 meters Scaled)
 AZ0118
 AZ0118                          SUPERSEDED SURVEY CONTROL
 AZ0118
 AZ0118  NGVD 29 (??/??/92)  292.831  (m)          960.73   (f) ADJ UNCH    1 2
 AZ0118
 AZ0118.Superseded values are not recommended for survey control.
 AZ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0118.See file dsdata.txt to determine how the superseded data were derived.
 AZ0118
 AZ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT171503(NAD 83)
 AZ0118_MARKER: DB = BENCH MARK DISK
 AZ0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0118_SP_SET: ABUTMENT
 AZ0118_STAMPING: H 1099 1957
 AZ0118_MARK LOGO: CGS   
 AZ0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AZ0118+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 AZ0118
 AZ0118  HISTORY     - Date     Condition        Report By
 AZ0118  HISTORY     - 1957     MONUMENTED       CGS
 AZ0118  HISTORY     - 1982     GOOD             NGS
 AZ0118  HISTORY     - 19980805 GOOD             USPSQD
 AZ0118  HISTORY     - 20051207 GOOD             NGS
 AZ0118
 AZ0118                          STATION DESCRIPTION
 AZ0118
 AZ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0118'1.25 MI E FROM DEL RIO.
 AZ0118'ABOUT 1.25 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0118'STATION AT DEL RIO, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 AZ0118'ABUTMENT OF THE BRIDGE OVER SAN FELIPE CREEK, 11 FEET NORTH OF THE
 AZ0118'NORTH RAIL, 3.2 FEET NORTH OF THE NORTH EDGE OF THE BEARING PLATE OF
 AZ0118'THE STEEL SPAN, ABOUT 7 FEET BELOW THE TOP OF THE RAIL.
 AZ0118
 AZ0118                          STATION RECOVERY (1982)
 AZ0118
 AZ0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0118'NEW DESCRIPTION FOLLOWS, 2.2 KM (1.4 MI) SOUTH SOUTHEAST ALONG U.S.
 AZ0118'HIGHWAY 90 AND HIGHWAY 277 (AVENUE F STREET) FROM THE CIVIC CENTER IN
 AZ0118'DEL RIO, TO THE JUNCTION OF U.S. HIGHWAY 90 EAST (GIBBS STREET),
 AZ0118'THENCE 1.4 KM (0.9 MI) EAST ALONG U.S. HIGHWAY 90, AT A STEEL GIRDER
 AZ0118'RAILROAD BRIDGE OVER SAN FELIPE CREEK, WHICH IS ABOUT 68.5 METERS
 AZ0118'(225.0 FT) SOUTH OF U.S. HIGHWAY 90, THE MARK IS SET IN TOP OF THE
 AZ0118'NORTH END OF THE WEST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE,
 AZ0118'3.3 METERS (11.0 FT) NORTH OF THE NORTH RAIL OF THE SOUTHERN PACIFIC
 AZ0118'RAILROAD, AND 1.0 METER (3.2 FT) NORTH OF THE NORTH EDGE OF THE
 AZ0118'BEARING PLATE OF THE STEEL SPAN.
 AZ0118'THE MARK IS 2.1 M BELOW THE TOP OF THE RAIL.
 AZ0118
 AZ0118                          STATION RECOVERY (1998)
 AZ0118
 AZ0118'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0118'RECOVERED IN GOOD CONDITION.
 AZ0118
 AZ0118                          STATION RECOVERY (2005)
 AZ0118
 AZ0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DMM)
 AZ0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0335 ***********************************************************************
 CT0335  DESIGNATION -  H 11
 CT0335  PID         -  CT0335
 CT0335  STATE/COUNTY-  TX/SHACKELFORD
 CT0335  USGS QUAD   -  ACAMPO (1987)
 CT0335
 CT0335                         *CURRENT SURVEY CONTROL
 CT0335  ___________________________________________________________________
 CT0335* NAD 83(1986)-  32 43 01.     (N)    099 27 03.     (W)     SCALED    
 CT0335* NAVD 88     -       577.130  (meters)    1893.47   (feet)  ADJUSTED  
 CT0335  ___________________________________________________________________
 CT0335  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CT0335  DYNAMIC HT  -         576.385 (meters)    1891.02  (feet)  COMP
 CT0335  MODELED GRAV-     979,329.1   (mgal)                       NAVD 88
 CT0335
 CT0335  VERT ORDER  -  SECOND    CLASS 0
 CT0335
 CT0335.The horizontal coordinates were scaled from a topographic map and have
 CT0335.an estimated accuracy of +/- 6 seconds.
 CT0335
 CT0335.The orthometric height was determined by differential leveling
 CT0335.and adjusted by the National Geodetic Survey in June 1991..
 CT0335
 CT0335.The geoid height was determined by GEOID03.
 CT0335
 CT0335.The dynamic height is computed by dividing the NAVD 88
 CT0335.geopotential number by the normal gravity value computed on the
 CT0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0335.degrees latitude (g = 980.6199 gals.).
 CT0335
 CT0335.The modeled gravity was interpolated from observed gravity values.
 CT0335
 CT0335;                    North         East    Units  Estimated Accuracy
 CT0335;SPC TXNC     - 2,116,870.      510,870.      MT  (+/- 180 meters Scaled)
 CT0335
 CT0335                          SUPERSEDED SURVEY CONTROL
 CT0335
 CT0335  NGVD 29 (??/??/92)  576.970  (m)         1892.94   (f) ADJ UNCH    2 0
 CT0335
 CT0335.Superseded values are not recommended for survey control.
 CT0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0335.See file dsdata.txt to determine how the superseded data were derived.
 CT0335
 CT0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB577199(NAD 83)
 CT0335_MARKER: DD = SURVEY DISK
 CT0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0335_SP_SET: CULVERT
 CT0335_STAMPING: TEX H 11 1923
 CT0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0335
 CT0335  HISTORY     - Date     Condition        Report By
 CT0335  HISTORY     - 1923     MONUMENTED       USGS
 CT0335  HISTORY     - 1957     GOOD             NGS
 CT0335
 CT0335                          STATION DESCRIPTION
 CT0335
 CT0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0335'11.0 MI W FROM ALBANY.
 CT0335'11.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0335'ALBANY, SHACKELFORD COUNTY, 400 FEET WEST OF MILEPOST 199, 300 FEET
 CT0335'EAST OF A ROAD CROSSING, 10 FEET NORTH OF THE CENTER LINE OF THE
 CT0335'TRACK, AT A STONE CULVERT, AND IN THE TOP OF THE CAPSTONE.  A UNITED
 CT0335'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TEX H 11 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0029 ***********************************************************************
 CT0029  DESIGNATION -  H 11
 CT0029  PID         -  CT0029
 CT0029  STATE/COUNTY-  TX/PALO PINTO
 CT0029  USGS QUAD   -  GORDON (1984)
 CT0029
 CT0029                         *CURRENT SURVEY CONTROL
 CT0029  ___________________________________________________________________
 CT0029* NAD 83(1986)-  32 33 51.     (N)    098 15 26.     (W)     SCALED    
 CT0029* NAVD 88     -       268.640  (meters)     881.36   (feet)  POSTED    
 CT0029  ___________________________________________________________________
 CT0029  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CT0029  DYNAMIC HT  -         268.310 (meters)     880.28  (feet)  COMP
 CT0029  MODELED GRAV-     979,397.7   (mgal)                       NAVD 88
 CT0029
 CT0029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0029
 CT0029.The horizontal coordinates were scaled from a topographic map and have
 CT0029.an estimated accuracy of +/- 6 seconds.
 CT0029
 CT0029.The orthometric height was determined by differential leveling
 CT0029.and adjusted by the National Geodetic Survey in 1992..
 CT0029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0029.rate of 0.0 thru 1.0 mm/km.
 CT0029
 CT0029.The geoid height was determined by GEOID03.
 CT0029
 CT0029.The dynamic height is computed by dividing the NAVD 88
 CT0029.geopotential number by the normal gravity value computed on the
 CT0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0029.degrees latitude (g = 980.6199 gals.).
 CT0029
 CT0029.The modeled gravity was interpolated from observed gravity values.
 CT0029
 CT0029;                    North         East    Units  Estimated Accuracy
 CT0029;SPC TXNC     - 2,099,550.      622,800.      MT  (+/- 180 meters Scaled)
 CT0029
 CT0029                          SUPERSEDED SURVEY CONTROL
 CT0029
 CT0029.No superseded survey control is available for this station.
 CT0029
 CT0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB697032(NAD 83)
 CT0029_MARKER: P = PIPE CAP
 CT0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0029_STAMPING: ELEV 881.028 FT H 11
 CT0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0029
 CT0029  HISTORY     - Date     Condition        Report By
 CT0029  HISTORY     - UNK      MONUMENTED       CGS
 CT0029  HISTORY     - 1947     GOOD             NGS
 CT0029  HISTORY     - 1959     MARK NOT FOUND   USGS
 CT0029  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0029  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0029
 CT0029                          STATION DESCRIPTION
 CT0029
 CT0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CT0029'3.9 MI W FROM SANTO.
 CT0029'3.9 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CT0029'SANTO, PALO PINTO COUNTY, 0.5 MILE WEST OF MILEPOST 311 AND A ROAD
 CT0029'UNDERPASS, 8 FEET EAST OF THE THIRD POLE EAST OF BRIDGE NO. 311.5, 12
 CT0029'YARDS NORTH OF THE NORTH RAIL OF THE TRACK, AND 9 YARDS SOUTH OF THE
 CT0029'CENTERLINE OF A GRAVEL ROAD PARALLELING THE TRACK.  A STANDARD CAP
 CT0029'FASTENED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 14 INCHES
 CT0029'ABOVE GROUND.
 CT0029
 CT0029                          STATION RECOVERY (1959)
 CT0029
 CT0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CT0029'MARK NOT FOUND.
 CT0029
 CT0029                          STATION RECOVERY (2002)
 CT0029
 CT0029'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0029'MARK NOT FOUND.
 CT0029
 CT0029                          STATION RECOVERY (2004)
 CT0029
 CT0029'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1670 ***********************************************************************
 AY1670  DESIGNATION -  H 11 TXHD
 AY1670  PID         -  AY1670
 AY1670  STATE/COUNTY-  TX/BEXAR
 AY1670  USGS QUAD   -  VAN RAUB (1991)
 AY1670
 AY1670                         *CURRENT SURVEY CONTROL
 AY1670  ___________________________________________________________________
 AY1670* NAD 83(1986)-  29 41 36.     (N)    098 38 49.     (W)     SCALED    
 AY1670* NAVD 88     -       370.710  (meters)    1216.24   (feet)  ADJUSTED  
 AY1670  ___________________________________________________________________
 AY1670  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AY1670  DYNAMIC HT  -         370.170 (meters)    1214.47  (feet)  COMP
 AY1670  MODELED GRAV-     979,174.1   (mgal)                       NAVD 88
 AY1670
 AY1670  VERT ORDER  -  FIRST     CLASS II
 AY1670
 AY1670.The horizontal coordinates were scaled from a topographic map and have
 AY1670.an estimated accuracy of +/- 6 seconds.
 AY1670
 AY1670.The orthometric height was determined by differential leveling
 AY1670.and adjusted by the National Geodetic Survey in June 1991..
 AY1670
 AY1670.The geoid height was determined by GEOID03.
 AY1670
 AY1670.The dynamic height is computed by dividing the NAVD 88
 AY1670.geopotential number by the normal gravity value computed on the
 AY1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1670.degrees latitude (g = 980.6199 gals.).
 AY1670
 AY1670.The modeled gravity was interpolated from observed gravity values.
 AY1670
 AY1670;                    North         East    Units  Estimated Accuracy
 AY1670;SPC TXSC     - 4,206,190.      634,170.      MT  (+/- 180 meters Scaled)
 AY1670
 AY1670                          SUPERSEDED SURVEY CONTROL
 AY1670
 AY1670.No superseded survey control is available for this station.
 AY1670
 AY1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT341848(NAD 83)
 AY1670_MARKER: DD = SURVEY DISK
 AY1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1670_SP_SET: CONCRETE POST
 AY1670_STAMPING: H 11 1215.96
 AY1670_MARK LOGO: TXHD  
 AY1670_PROJECTION: PROJECTING 7 CENTIMETERS
 AY1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1670+STABILITY: SURFACE MOTION
 AY1670
 AY1670  HISTORY     - Date     Condition        Report By
 AY1670  HISTORY     - UNK      MONUMENTED       TXHD
 AY1670  HISTORY     - 1982     GOOD             NGS
 AY1670  HISTORY     - 1990     GOOD             USPSQD
 AY1670
 AY1670                          STATION DESCRIPTION
 AY1670
 AY1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1670'13.9 KM (8.65 MI) SE FROM BOERNE.
 AY1670'2.6 KM (1.65 MI) SOUTH SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 87 FROM
 AY1670'THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 11.3 KM
 AY1670'(7.0 MI) SOUTHEAST ALONG THE EAST FRONTAGE ROAD, AT A POINT IN THE
 AY1670'EAST RIGHT OF WAY FENCE LINE, 70.1 METERS (230.0 FT) NORTH OF HIGHWAY
 AY1670'MILE POST 549, 14.9 METERS (49.0 FT) EAST NORTHEAST OF THE CENTERLINE
 AY1670'OF FRONTAGE ROAD, 0.46 METERS (1.5 FT) WEST SOUTHWEST OF THE EAST
 AY1670'RIGHT OF WAY FENCE LINE, 7.9 METERS (26.0 FT) NORTH NORTHWEST OF A
 AY1670'1.8 METERS (6.0 FT) HIGH IN-LINE WOODEN FENCE POST, AND 6.64 METERS
 AY1670'(21.8 FT) EAST SOUTHEAST OF BENCH MARK S 1437.
 AY1670'THE MARK IS 5.4 METERS  SSE FROM A WITNESS POST.
 AY1670'THE MARK IS 0.46 M BELOW FRONTAGE ROAD.
 AY1670
 AY1670                          STATION RECOVERY (1990)
 AY1670
 AY1670'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0823 ***********************************************************************
 AH0823  DESIGNATION -  H 11 USGS
 AH0823  PID         -  AH0823
 AH0823  STATE/COUNTY-  TX/NUECES
 AH0823  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0823
 AH0823                         *CURRENT SURVEY CONTROL
 AH0823  ___________________________________________________________________
 AH0823* NAD 83(1986)-  27 40 27.     (N)    097 44 54.     (W)     SCALED    
 AH0823* NAVD 88     -        18.237  (meters)      59.83   (feet)  ADJUSTED  
 AH0823  ___________________________________________________________________
 AH0823  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH0823  DYNAMIC HT  -          18.209 (meters)      59.74  (feet)  COMP
 AH0823  MODELED GRAV-     979,109.1   (mgal)                       NAVD 88
 AH0823
 AH0823  VERT ORDER  -  FIRST     CLASS II
 AH0823
 AH0823.The horizontal coordinates were scaled from a topographic map and have
 AH0823.an estimated accuracy of +/- 6 seconds.
 AH0823
 AH0823.The orthometric height was determined by differential leveling
 AH0823.and adjusted by the National Geodetic Survey in June 1991..
 AH0823.WARNING-Repeat measurements at this control monument indicate possible
 AH0823.vertical movement.
 AH0823
 AH0823.The geoid height was determined by GEOID03.
 AH0823
 AH0823.The dynamic height is computed by dividing the NAVD 88
 AH0823.geopotential number by the normal gravity value computed on the
 AH0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0823.degrees latitude (g = 980.6199 gals.).
 AH0823
 AH0823.The modeled gravity was interpolated from observed gravity values.
 AH0823
 AH0823;                    North         East    Units  Estimated Accuracy
 AH0823;SPC TX S     - 5,222,640.      374,150.      MT  (+/- 180 meters Scaled)
 AH0823
 AH0823                          SUPERSEDED SURVEY CONTROL
 AH0823
 AH0823  NGVD 29 (??/??/92)   18.355  (m)           60.22   (f) ADJ UNCH    1 2
 AH0823
 AH0823.Superseded values are not recommended for survey control.
 AH0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0823.See file dsdata.txt to determine how the superseded data were derived.
 AH0823
 AH0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR234617(NAD 83)
 AH0823_MARKER: DD = SURVEY DISK
 AH0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0823_STAMPING: TEXAS H 11 1923
 AH0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0823+STABILITY: SURFACE MOTION
 AH0823
 AH0823  HISTORY     - Date     Condition        Report By
 AH0823  HISTORY     - 1923     MONUMENTED       USGS
 AH0823  HISTORY     - 1950     GOOD             NGS
 AH0823  HISTORY     - 1954     GOOD             NGS
 AH0823  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0823
 AH0823                          STATION DESCRIPTION
 AH0823
 AH0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0823'0.25 MI NE FROM DRISCOLL.
 AH0823'0.25 MILE NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS,
 AH0823'BROWNSVILLE AND MEXICO RAILROAD STATION AT DRISCOLL, AT THE
 AH0823'INTERSECTION OF FARM ROADS 665 AND 666 AND U.S. HIGHWAY 77, 63 FEET
 AH0823'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 77, 53 FEET SOUTH OF THE
 AH0823'CENTER LINE OF FARM ROAD 665, 25 FEET SOUTH OF A POWER POLE, 2 FEET
 AH0823'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AH0823'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS IS THE AZIMUTH MARK
 AH0823'FOR TRIANGULATION STATION DRISCOLL 1949.
 AH0823
 AH0823                          STATION RECOVERY (1954)
 AH0823
 AH0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AH0823'RECOVERED IN GOOD CONDITION.
 AH0823
 AH0823                          STATION RECOVERY (1981)
 AH0823
 AH0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0823'SEARCHED FOR, NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0086 ***********************************************************************
 CE0086  DESIGNATION -  H 110
 CE0086  PID         -  CE0086
 CE0086  STATE/COUNTY-  TX/EL PASO
 CE0086  USGS QUAD   -  FORT BLISS NE (1995)
 CE0086
 CE0086                         *CURRENT SURVEY CONTROL
 CE0086  ___________________________________________________________________
 CE0086* NAD 83(1986)-  31 56 20.     (N)    106 21 27.     (W)     SCALED    
 CE0086* NAVD 88     -      1214.155  (meters)    3983.44   (feet)  POSTED    
 CE0086  ___________________________________________________________________
 CE0086  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CE0086  DYNAMIC HT  -        1212.310 (meters)    3977.39  (feet)  COMP
 CE0086  MODELED GRAV-     979,076.6   (mgal)                       NAVD 88
 CE0086
 CE0086  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CE0086
 CE0086.The horizontal coordinates were scaled from a topographic map and have
 CE0086.an estimated accuracy of +/- 6 seconds.
 CE0086
 CE0086.The orthometric height was determined by differential leveling
 CE0086.and adjusted by the National Geodetic Survey in 1992..
 CE0086.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CE0086.rate of 3.1 thru 4.0 mm/km.
 CE0086
 CE0086.The geoid height was determined by GEOID03.
 CE0086
 CE0086.The dynamic height is computed by dividing the NAVD 88
 CE0086.geopotential number by the normal gravity value computed on the
 CE0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0086.degrees latitude (g = 980.6199 gals.).
 CE0086
 CE0086.The modeled gravity was interpolated from observed gravity values.
 CE0086
 CE0086;                    North         East    Units  Estimated Accuracy
 CE0086;SPC TX C     - 3,267,320.      130,650.      MT  (+/- 180 meters Scaled)
 CE0086
 CE0086                          SUPERSEDED SURVEY CONTROL
 CE0086
 CE0086  NGVD 29 (??/??/92) 1213.571  (m)         3981.52   (f) ADJ UNCH    1 2
 CE0086
 CE0086.Superseded values are not recommended for survey control.
 CE0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0086.See file dsdata.txt to determine how the superseded data were derived.
 CE0086
 CE0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR716344(NAD 83)
 CE0086_MARKER: DB = BENCH MARK DISK
 CE0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0086_STAMPING: H 110 1932 3981.524
 CE0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0086+STABILITY: SURFACE MOTION
 CE0086
 CE0086  HISTORY     - Date     Condition        Report By
 CE0086  HISTORY     - 1932     MONUMENTED       CGS
 CE0086  HISTORY     - 1935     GOOD             NGS
 CE0086  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0086
 CE0086                          STATION DESCRIPTION
 CE0086
 CE0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CE0086'5.1 MI S FROM NEWMAN.
 CE0086'2.0 MILES NORTH OF PANCHO OPPOSITE M.P. RAIL AND 41.6 FT. NORTH OF
 CE0086'M.P. 1311 AND 44.9 FT. WEST OF THE CENTERLINE OF THE S.P.R.R. TRACKS.
 CE0086
 CE0086                          STATION RECOVERY (1935)
 CE0086
 CE0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CE0086'RECOVERED IN GOOD CONDITION.
 CE0086
 CE0086                          STATION RECOVERY (1981)
 CE0086
 CE0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0176 ***********************************************************************
 AZ0176  DESIGNATION -  H 1100
 AZ0176  PID         -  AZ0176
 AZ0176  STATE/COUNTY-  TX/VAL VERDE
 AZ0176  USGS QUAD   -  DEL RIO NW (1972)
 AZ0176
 AZ0176                         *CURRENT SURVEY CONTROL
 AZ0176  ___________________________________________________________________
 AZ0176* NAD 83(1986)-  29 23 38.     (N)    100 54 18.     (W)     SCALED    
 AZ0176* NAVD 88     -       315.774  (meters)    1036.00   (feet)  POSTED    
 AZ0176  ___________________________________________________________________
 AZ0176  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0176  DYNAMIC HT  -         315.320 (meters)    1034.51  (feet)  COMP
 AZ0176  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0176
 AZ0176  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0176
 AZ0176.The horizontal coordinates were scaled from a topographic map and have
 AZ0176.an estimated accuracy of +/- 6 seconds.
 AZ0176
 AZ0176.The orthometric height was determined by differential leveling
 AZ0176.and adjusted by the National Geodetic Survey in 1992..
 AZ0176.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0176.rate of 1.1 thru 2.0 mm/km.
 AZ0176
 AZ0176.The geoid height was determined by GEOID03.
 AZ0176
 AZ0176.The dynamic height is computed by dividing the NAVD 88
 AZ0176.geopotential number by the normal gravity value computed on the
 AZ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0176.degrees latitude (g = 980.6199 gals.).
 AZ0176
 AZ0176.The modeled gravity was interpolated from observed gravity values.
 AZ0176
 AZ0176;                    North         East    Units  Estimated Accuracy
 AZ0176;SPC TXSC     - 4,174,460.      415,120.      MT  (+/- 180 meters Scaled)
 AZ0176
 AZ0176                          SUPERSEDED SURVEY CONTROL
 AZ0176
 AZ0176  NGVD 29 (??/??/92)  315.728  (m)         1035.85   (f) ADJ UNCH    1 2
 AZ0176
 AZ0176.Superseded values are not recommended for survey control.
 AZ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0176.See file dsdata.txt to determine how the superseded data were derived.
 AZ0176
 AZ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT151531(NAD 83)
 AZ0176_MARKER: DB = BENCH MARK DISK
 AZ0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0176_SP_SET: CULVERT
 AZ0176_STAMPING: H 1100 1957
 AZ0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0176
 AZ0176  HISTORY     - Date     Condition        Report By
 AZ0176  HISTORY     - 1957     MONUMENTED       CGS
 AZ0176  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0176  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0176
 AZ0176                          STATION DESCRIPTION
 AZ0176
 AZ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0176'2.0 MI N FROM DEL RIO.
 AZ0176'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 277 FROM THE OVERPASS OVER
 AZ0176'THE TEXAS AND NEW ORLEANS RAILROAD AT DEL RIO, IN THE TOP OF THE
 AZ0176'CENTER OF THE WEST HEADWALL OF A 6-CHANNEL CONCRETE CULVERT UNDER THE
 AZ0176'HIGHWAY, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1
 AZ0176'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AZ0176
 AZ0176                          STATION RECOVERY (1972)
 AZ0176
 AZ0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0176'MARK NOT FOUND.
 AZ0176
 AZ0176                          STATION RECOVERY (1981)
 AZ0176
 AZ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0176'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0480 ***********************************************************************
 CC0480  DESIGNATION -  H 1101
 CC0480  PID         -  CC0480
 CC0480  STATE/COUNTY-  TX/REEVES
 CC0480  USGS QUAD   -  ORLA SE (1961)
 CC0480
 CC0480                         *CURRENT SURVEY CONTROL
 CC0480  ___________________________________________________________________
 CC0480* NAD 83(1986)-  31 49 22.     (N)    103 51 54.     (W)     SCALED    
 CC0480* NAVD 88     -       851.427  (meters)    2793.39   (feet)  ADJUSTED  
 CC0480  ___________________________________________________________________
 CC0480  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CC0480  DYNAMIC HT  -         850.162 (meters)    2789.24  (feet)  COMP
 CC0480  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 CC0480
 CC0480  VERT ORDER  -  FIRST     CLASS II
 CC0480
 CC0480.The horizontal coordinates were scaled from a topographic map and have
 CC0480.an estimated accuracy of +/- 6 seconds.
 CC0480
 CC0480.The orthometric height was determined by differential leveling
 CC0480.and adjusted by the National Geodetic Survey in June 1991..
 CC0480
 CC0480.The geoid height was determined by GEOID03.
 CC0480
 CC0480.The dynamic height is computed by dividing the NAVD 88
 CC0480.geopotential number by the normal gravity value computed on the
 CC0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0480.degrees latitude (g = 980.6199 gals.).
 CC0480
 CC0480.The modeled gravity was interpolated from observed gravity values.
 CC0480
 CC0480;                    North         East    Units  Estimated Accuracy
 CC0480;SPC TX C     - 3,244,330.      365,700.      MT  (+/- 180 meters Scaled)
 CC0480
 CC0480                          SUPERSEDED SURVEY CONTROL
 CC0480
 CC0480  NGVD 29 (??/??/92)  850.968  (m)         2791.88   (f) ADJ UNCH    1 2
 CC0480
 CC0480.Superseded values are not recommended for survey control.
 CC0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0480.See file dsdata.txt to determine how the superseded data were derived.
 CC0480
 CC0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR074213(NAD 83)
 CC0480_MARKER: DB = BENCH MARK DISK
 CC0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0480_STAMPING: H 1101 1957
 CC0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0480+STABILITY: SURFACE MOTION
 CC0480
 CC0480  HISTORY     - Date     Condition        Report By
 CC0480  HISTORY     - 1957     MONUMENTED       CGS
 CC0480
 CC0480                          STATION DESCRIPTION
 CC0480
 CC0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0480'2.2 MI E FROM ORLA.
 CC0480'ABOUT 2.2 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CC0480'CROSSING OF STATE HIGHWAY 652 AT ORLA, 71 FEET SOUTH OF MILEPOST 233,
 CC0480'101 FEET SOUTH OF THE SOUTH RAIL, 49 1/2 FEET EAST OF A VERTICAL
 CC0480'SECTION OF RAIL WHICH IS A RIGHT OF WAY MARKER, 2 1/2 FEET EAST OF A
 CC0480'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP
 CC0480'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0305 ***********************************************************************
 BP0305  DESIGNATION -  H 1102
 BP0305  PID         -  BP0305
 BP0305  STATE/COUNTY-  TX/BREWSTER
 BP0305  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0305
 BP0305                         *CURRENT SURVEY CONTROL
 BP0305  ___________________________________________________________________
 BP0305* NAD 83(1986)-  30 09 47.     (N)    103 03 19.     (W)     SCALED    
 BP0305* NAVD 88     -      1208.980  (meters)    3966.46   (feet)  ADJUSTED  
 BP0305  ___________________________________________________________________
 BP0305  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BP0305  DYNAMIC HT  -        1207.019 (meters)    3960.03  (feet)  COMP
 BP0305  MODELED GRAV-     978,978.0   (mgal)                       NAVD 88
 BP0305
 BP0305  VERT ORDER  -  FIRST     CLASS II
 BP0305
 BP0305.The horizontal coordinates were scaled from a topographic map and have
 BP0305.an estimated accuracy of +/- 6 seconds.
 BP0305
 BP0305.The orthometric height was determined by differential leveling
 BP0305.and adjusted by the National Geodetic Survey in June 1991..
 BP0305
 BP0305.The geoid height was determined by GEOID03.
 BP0305
 BP0305.The dynamic height is computed by dividing the NAVD 88
 BP0305.geopotential number by the normal gravity value computed on the
 BP0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0305.degrees latitude (g = 980.6199 gals.).
 BP0305
 BP0305.The modeled gravity was interpolated from observed gravity values.
 BP0305
 BP0305;                    North         East    Units  Estimated Accuracy
 BP0305;SPC TXSC     - 4,264,980.      209,450.      MT  (+/- 180 meters Scaled)
 BP0305
 BP0305                          SUPERSEDED SURVEY CONTROL
 BP0305
 BP0305  NGVD 29 (??/??/92) 1208.607  (m)         3965.24   (f) ADJ UNCH    1 2
 BP0305
 BP0305.Superseded values are not recommended for survey control.
 BP0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0305.See file dsdata.txt to determine how the superseded data were derived.
 BP0305
 BP0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP872384(NAD 83)
 BP0305_MARKER: DB = BENCH MARK DISK
 BP0305_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BP0305_SP_SET: ROCK
 BP0305_STAMPING: H 1102 1957
 BP0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0305
 BP0305  HISTORY     - Date     Condition        Report By
 BP0305  HISTORY     - 1957     MONUMENTED       CGS
 BP0305
 BP0305                          STATION DESCRIPTION
 BP0305
 BP0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0305'13.1 MI SE FROM MARATHON.
 BP0305'ABOUT 13.1 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0305'FROM THE STATION AT MARATHON, 250 FEET NORTHEAST OF AND ACROSS THE
 BP0305'TRACK FROM THE 2ND POLE SOUTHEAST OF MILEPOST 563, IN THE TOP OF A
 BP0305'LARGE ROCK ON THE NORTHEAST BANK OF SAN FRANCISCO CREEK, 202 FEET
 BP0305'NORTHEAST OF THE NORTHEAST RAIL, 155 FEET NORTHEAST OF THE NORTHEAST
 BP0305'RIGHT OF WAY FENCE, 5 POLES NORTHWEST OF WOODEN BRIDGE NUMBER 562.76,
 BP0305'AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0376 ***********************************************************************
 BP0376  DESIGNATION -  H 1103
 BP0376  PID         -  BP0376
 BP0376  STATE/COUNTY-  TX/BREWSTER
 BP0376  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0376
 BP0376                         *CURRENT SURVEY CONTROL
 BP0376  ___________________________________________________________________
 BP0376* NAD 83(1986)-  30 21 52.     (N)    103 30 46.     (W)     SCALED    
 BP0376* NAVD 88     -      1370.051  (meters)    4494.91   (feet)  ADJUSTED  
 BP0376  ___________________________________________________________________
 BP0376  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 BP0376  DYNAMIC HT  -        1367.806 (meters)    4487.54  (feet)  COMP
 BP0376  MODELED GRAV-     978,955.0   (mgal)                       NAVD 88
 BP0376
 BP0376  VERT ORDER  -  FIRST     CLASS II
 BP0376
 BP0376.The horizontal coordinates were scaled from a topographic map and have
 BP0376.an estimated accuracy of +/- 6 seconds.
 BP0376
 BP0376.The orthometric height was determined by differential leveling
 BP0376.and adjusted by the National Geodetic Survey in June 1991..
 BP0376.WARNING-Repeat measurements at this control monument indicate possible
 BP0376.vertical movement.
 BP0376
 BP0376.The geoid height was determined by GEOID03.
 BP0376
 BP0376.The dynamic height is computed by dividing the NAVD 88
 BP0376.geopotential number by the normal gravity value computed on the
 BP0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0376.degrees latitude (g = 980.6199 gals.).
 BP0376
 BP0376.The modeled gravity was interpolated from observed gravity values.
 BP0376
 BP0376;                    North         East    Units  Estimated Accuracy
 BP0376;SPC TXSC     - 4,288,900.      166,280.      MT  (+/- 180 meters Scaled)
 BP0376
 BP0376                          SUPERSEDED SURVEY CONTROL
 BP0376
 BP0376  NGVD 29 (??/??/92) 1369.577  (m)         4493.35   (f) ADJ UNCH    1 2
 BP0376
 BP0376.Superseded values are not recommended for survey control.
 BP0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0376.See file dsdata.txt to determine how the superseded data were derived.
 BP0376
 BP0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP429601(NAD 83)
 BP0376_MARKER: DB = BENCH MARK DISK
 BP0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0376_STAMPING: H 1103 1957
 BP0376_MARK LOGO: CGS   
 BP0376_PROJECTION: PROJECTING 20 CENTIMETERS
 BP0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0376+STABILITY: SURFACE MOTION
 BP0376
 BP0376  HISTORY     - Date     Condition        Report By
 BP0376  HISTORY     - 1957     MONUMENTED       CGS
 BP0376  HISTORY     - 1981     GOOD             NGS
 BP0376
 BP0376                          STATION DESCRIPTION
 BP0376
 BP0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0376'10.2 MI NE FROM ALPINE.
 BP0376'ABOUT 10.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0376'FROM THE STATION AT ALPINE, 94 FEET NORTHEAST OF AND ACROSS THE TRACK
 BP0376'FROM MILEPOST 597, 47 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET
 BP0376'SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE, 2 FEET NORTHWEST OF A
 BP0376'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 BP0376'AND IN THE TOP OF A CONCRETE POST PROJECTING 11 INCHES.
 BP0376
 BP0376                          STATION RECOVERY (1981)
 BP0376
 BP0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0376'5.1 KM (3.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0376'THE RAILROAD STATION IN ALPINE, THENCE 10.9 KM (6.75 MI) EASTERLY
 BP0376'ALONG U.S. HIGHWAY 90, 125.6 METERS (412.1 FT) SOUTHWEST OF THE
 BP0376'CENTERLINE OF THE HIGHWAY, 28.7 METERS (94.2 FT) NORTHEAST AND ACROSS
 BP0376'THE TRACKS FROM RAILROAD MILEPOST 597, 14.5 METERS (47.6 FT) NORTHEAST
 BP0376'OF THE NEAR RAIL AND 0.9 METER (3.0 FT) SOUTHWEST OF A FENCE.
 BP0376'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BP0376'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0112 ***********************************************************************
 BQ0112  DESIGNATION -  H 1104
 BQ0112  PID         -  BQ0112
 BQ0112  STATE/COUNTY-  TX/PRESIDIO
 BQ0112  USGS QUAD   -  MARFA (1983)
 BQ0112
 BQ0112                         *CURRENT SURVEY CONTROL
 BQ0112  ___________________________________________________________________
 BQ0112* NAD 83(1986)-  30 20 09.     (N)    104 07 03.     (W)     SCALED    
 BQ0112* NAVD 88     -      1479.807  (meters)    4855.00   (feet)  ADJUSTED  
 BQ0112  ___________________________________________________________________
 BQ0112  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BQ0112  DYNAMIC HT  -        1477.325 (meters)    4846.86  (feet)  COMP
 BQ0112  MODELED GRAV-     978,912.2   (mgal)                       NAVD 88
 BQ0112
 BQ0112  VERT ORDER  -  FIRST     CLASS II
 BQ0112
 BQ0112.The horizontal coordinates were scaled from a topographic map and have
 BQ0112.an estimated accuracy of +/- 6 seconds.
 BQ0112
 BQ0112.The orthometric height was determined by differential leveling
 BQ0112.and adjusted by the National Geodetic Survey in June 1991..
 BQ0112
 BQ0112.The geoid height was determined by GEOID03.
 BQ0112
 BQ0112.The dynamic height is computed by dividing the NAVD 88
 BQ0112.geopotential number by the normal gravity value computed on the
 BQ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0112.degrees latitude (g = 980.6199 gals.).
 BQ0112
 BQ0112.The modeled gravity was interpolated from observed gravity values.
 BQ0112
 BQ0112;                    North         East    Units  Estimated Accuracy
 BQ0112;SPC TXSC     - 4,288,120.      108,050.      MT  (+/- 180 meters Scaled)
 BQ0112
 BQ0112                          SUPERSEDED SURVEY CONTROL
 BQ0112
 BQ0112  NGVD 29 (??/??/92) 1479.195  (m)         4852.99   (f) ADJ UNCH    1 2
 BQ0112
 BQ0112.Superseded values are not recommended for survey control.
 BQ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0112.See file dsdata.txt to determine how the superseded data were derived.
 BQ0112
 BQ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP848563(NAD 83)
 BQ0112_MARKER: DB = BENCH MARK DISK
 BQ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0112_STAMPING: H 1104 1957
 BQ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0112+STABILITY: SURFACE MOTION
 BQ0112
 BQ0112  HISTORY     - Date     Condition        Report By
 BQ0112  HISTORY     - 1957     MONUMENTED       CGS
 BQ0112
 BQ0112                          STATION DESCRIPTION
 BQ0112
 BQ0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0112'6.3 MI NW FROM MARFA.
 BQ0112'ABOUT 6.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0112'FROM THE STATION AT MARFA, 21 1/2 FEET NORTHWEST OF MILEPOST 639, 42
 BQ0112'1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN LINE WITH A ROW OF
 BQ0112'TELEPHONE POLES, 9 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A
 BQ0112'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP
 BQ0112'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0123 ***********************************************************************
 BP0123  DESIGNATION -  H 1105
 BP0123  PID         -  BP0123
 BP0123  STATE/COUNTY-  TX/BREWSTER
 BP0123  USGS QUAD   -  TESNUS SE (1968)
 BP0123
 BP0123                         *CURRENT SURVEY CONTROL
 BP0123  ___________________________________________________________________
 BP0123* NAD 83(1986)-  30 04 53.     (N)    102 49 26.     (W)     SCALED    
 BP0123* NAVD 88     -      1058.723  (meters)    3473.49   (feet)  ADJUSTED  
 BP0123  ___________________________________________________________________
 BP0123  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BP0123  DYNAMIC HT  -        1057.037 (meters)    3467.96  (feet)  COMP
 BP0123  MODELED GRAV-     979,013.1   (mgal)                       NAVD 88
 BP0123
 BP0123  VERT ORDER  -  FIRST     CLASS II
 BP0123
 BP0123.The horizontal coordinates were scaled from a topographic map and have
 BP0123.an estimated accuracy of +/- 6 seconds.
 BP0123
 BP0123.The orthometric height was determined by differential leveling
 BP0123.and adjusted by the National Geodetic Survey in June 1991..
 BP0123
 BP0123.The geoid height was determined by GEOID03.
 BP0123
 BP0123.The dynamic height is computed by dividing the NAVD 88
 BP0123.geopotential number by the normal gravity value computed on the
 BP0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0123.degrees latitude (g = 980.6199 gals.).
 BP0123
 BP0123.The modeled gravity was interpolated from observed gravity values.
 BP0123
 BP0123;                    North         East    Units  Estimated Accuracy
 BP0123;SPC TXSC     - 4,255,180.      231,430.      MT  (+/- 180 meters Scaled)
 BP0123
 BP0123                          SUPERSEDED SURVEY CONTROL
 BP0123
 BP0123  NGVD 29 (??/??/92) 1058.409  (m)         3472.46   (f) ADJ UNCH    1 2
 BP0123
 BP0123.Superseded values are not recommended for survey control.
 BP0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0123.See file dsdata.txt to determine how the superseded data were derived.
 BP0123
 BP0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP097298(NAD 83)
 BP0123_MARKER: DB = BENCH MARK DISK
 BP0123_SETTING: 66 = SET IN ROCK OUTCROP
 BP0123_SP_SET: ROCK OUTCROP
 BP0123_STAMPING: H 1105 1957
 BP0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0123+STABILITY: POSITION/ELEVATION WELL
 BP0123
 BP0123  HISTORY     - Date     Condition        Report By
 BP0123  HISTORY     - 1957     MONUMENTED       CGS
 BP0123
 BP0123                          STATION DESCRIPTION
 BP0123
 BP0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0123'12.95 MI SW FROM LONGFELLOW.
 BP0123'ABOUT 12.95 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0123'FROM THE SECTION FOREMANS HOUSE AT LONGFELLOW, 67 FEET EAST OF THE 2ND
 BP0123'POLE SOUTHWEST OF MILEPOST 545, IN THE TOP OF A 2X3-FOOT ROCK OUTCROP
 BP0123'WHICH PROJECTS 1 FOOT, 107 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT
 BP0123'0.2 MILE SOUTHWEST OF A TRESTLE, 482 FEET NORTHWEST OF A STEEL
 BP0123'WINDMILL, 209 FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, 60
 BP0123'FEET SOUTHEAST OF A FENCE, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 BP0123'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0047 ***********************************************************************
 BP0047  DESIGNATION -  H 1106
 BP0047  PID         -  BP0047
 BP0047  STATE/COUNTY-  TX/TERRELL
 BP0047  USGS QUAD   -  SANDERSON (1969)
 BP0047
 BP0047                         *CURRENT SURVEY CONTROL
 BP0047  ___________________________________________________________________
 BP0047* NAD 83(1986)-  30 07 57.     (N)    102 23 18.     (W)     SCALED    
 BP0047* NAVD 88     -       834.952  (meters)    2739.34   (feet)  ADJUSTED  
 BP0047  ___________________________________________________________________
 BP0047  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 BP0047  DYNAMIC HT  -         833.670 (meters)    2735.13  (feet)  COMP
 BP0047  MODELED GRAV-     979,078.0   (mgal)                       NAVD 88
 BP0047
 BP0047  VERT ORDER  -  FIRST     CLASS II
 BP0047
 BP0047.The horizontal coordinates were scaled from a topographic map and have
 BP0047.an estimated accuracy of +/- 6 seconds.
 BP0047
 BP0047.The orthometric height was determined by differential leveling
 BP0047.and adjusted by the National Geodetic Survey in June 1991..
 BP0047
 BP0047.The geoid height was determined by GEOID03.
 BP0047
 BP0047.The dynamic height is computed by dividing the NAVD 88
 BP0047.geopotential number by the normal gravity value computed on the
 BP0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0047.degrees latitude (g = 980.6199 gals.).
 BP0047
 BP0047.The modeled gravity was interpolated from observed gravity values.
 BP0047
 BP0047;                    North         East    Units  Estimated Accuracy
 BP0047;SPC TXSC     - 4,259,550.      273,570.      MT  (+/- 180 meters Scaled)
 BP0047
 BP0047                          SUPERSEDED SURVEY CONTROL
 BP0047
 BP0047  NGVD 29 (??/??/92)  834.689  (m)         2738.48   (f) ADJ UNCH    1 2
 BP0047
 BP0047.Superseded values are not recommended for survey control.
 BP0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0047.See file dsdata.txt to determine how the superseded data were derived.
 BP0047
 BP0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP515363(NAD 83)
 BP0047_MARKER: DB = BENCH MARK DISK
 BP0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0047_STAMPING: H 1106 1957
 BP0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0047+STABILITY: SURFACE MOTION
 BP0047
 BP0047  HISTORY     - Date     Condition        Report By
 BP0047  HISTORY     - 1957     MONUMENTED       CGS
 BP0047  HISTORY     - 1969     MARK NOT FOUND   USGS
 BP0047  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0047
 BP0047                          STATION DESCRIPTION
 BP0047
 BP0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0047'0.9 MI SE FROM SANDERSON.
 BP0047'ABOUT 0.9 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0047'THE STATION AT SANDERSON, 101 FEET SOUTHEAST OF AND ACROSS THE TRACK
 BP0047'FROM MILEPOST 506, 28 FEET EAST OF THE EAST RAIL, 171 FEET WEST OF THE
 BP0047'WEST FENCE OF THE CEDAR GROVE CEMETERY, 19 1/2 FEET NORTH OF A
 BP0047'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET SOUTH OF
 BP0047'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 BP0047'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BP0047
 BP0047                          STATION RECOVERY (1969)
 BP0047
 BP0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BP0047'MARK NOT FOUND.
 BP0047
 BP0047                          STATION RECOVERY (1981)
 BP0047
 BP0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0047'THERE IS A BLADED ROAD AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0084 ***********************************************************************
 BP0084  DESIGNATION -  H 1107
 BP0084  PID         -  BP0084
 BP0084  STATE/COUNTY-  TX/TERRELL
 BP0084  USGS QUAD   -  DRYDEN (1968)
 BP0084
 BP0084                         *CURRENT SURVEY CONTROL
 BP0084  ___________________________________________________________________
 BP0084* NAD 83(1986)-  30 03 10.     (N)    102 02 54.     (W)     SCALED    
 BP0084* NAVD 88     -       606.216  (meters)    1988.89   (feet)  ADJUSTED  
 BP0084  ___________________________________________________________________
 BP0084  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BP0084  DYNAMIC HT  -         605.305 (meters)    1985.90  (feet)  COMP
 BP0084  MODELED GRAV-     979,119.8   (mgal)                       NAVD 88
 BP0084
 BP0084  VERT ORDER  -  FIRST     CLASS II
 BP0084
 BP0084.The horizontal coordinates were scaled from a topographic map and have
 BP0084.an estimated accuracy of +/- 6 seconds.
 BP0084
 BP0084.The orthometric height was determined by differential leveling
 BP0084.and adjusted by the National Geodetic Survey in June 1991..
 BP0084
 BP0084.The geoid height was determined by GEOID03.
 BP0084
 BP0084.The dynamic height is computed by dividing the NAVD 88
 BP0084.geopotential number by the normal gravity value computed on the
 BP0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0084.degrees latitude (g = 980.6199 gals.).
 BP0084
 BP0084.The modeled gravity was interpolated from observed gravity values.
 BP0084
 BP0084;                    North         East    Units  Estimated Accuracy
 BP0084;SPC TXSC     - 4,249,810.      306,080.      MT  (+/- 180 meters Scaled)
 BP0084
 BP0084                          SUPERSEDED SURVEY CONTROL
 BP0084
 BP0084  NGVD 29 (??/??/92)  606.027  (m)         1988.27   (f) ADJ UNCH    1 2
 BP0084
 BP0084.Superseded values are not recommended for survey control.
 BP0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0084.See file dsdata.txt to determine how the superseded data were derived.
 BP0084
 BP0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP845283(NAD 83)
 BP0084_MARKER: DB = BENCH MARK DISK
 BP0084_SETTING: 66 = SET IN ROCK OUTCROP
 BP0084_SP_SET: ROCK OUTCROP
 BP0084_STAMPING: H 1107 1957
 BP0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0084+STABILITY: POSITION/ELEVATION WELL
 BP0084
 BP0084  HISTORY     - Date     Condition        Report By
 BP0084  HISTORY     - 1957     MONUMENTED       CGS
 BP0084  HISTORY     - 1958     GOOD             NGS
 BP0084
 BP0084                          STATION DESCRIPTION
 BP0084
 BP0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0084'4.15 MI E FROM DRYDEN.
 BP0084'ABOUT 4.15 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0084'THE STATION AT DRYDEN, 96 FEET SOUTHWEST OF MILEPOST 481, IN THE TOP
 BP0084'OF A LARGE ROCK LEDGE OUTCROP PROJECTING 3 FEET ON THE SOUTH SIDE, 33
 BP0084'FEET NORTHWEST OF THE NORTHWEST RAIL, IN LINE WITH A ROW OF TELEPHONE
 BP0084'POLES, 28 FEET SOUTH OF A TELEPHONE POLE, 6 FEET NORTH OF THE SOUTH
 BP0084'EDGE OF THE LEDGE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0597 ***********************************************************************
 CD0597  DESIGNATION -  H 1108
 CD0597  PID         -  CD0597
 CD0597  STATE/COUNTY-  TX/HUDSPETH
 CD0597  USGS QUAD   -  ALLAMOORE (1964)
 CD0597
 CD0597                         *CURRENT SURVEY CONTROL
 CD0597  ___________________________________________________________________
 CD0597* NAD 83(1986)-  31 02 10.     (N)    105 03 45.     (W)     SCALED    
 CD0597* NAVD 88     -      1323.293  (meters)    4341.50   (feet)  ADJUSTED  
 CD0597  ___________________________________________________________________
 CD0597  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CD0597  DYNAMIC HT  -        1321.173 (meters)    4334.55  (feet)  COMP
 CD0597  MODELED GRAV-     978,992.6   (mgal)                       NAVD 88
 CD0597
 CD0597  VERT ORDER  -  FIRST     CLASS II
 CD0597
 CD0597.The horizontal coordinates were scaled from a topographic map and have
 CD0597.an estimated accuracy of +/- 6 seconds.
 CD0597
 CD0597.The orthometric height was determined by differential leveling
 CD0597.and adjusted by the National Geodetic Survey in June 1991..
 CD0597
 CD0597.The geoid height was determined by GEOID03.
 CD0597
 CD0597.The dynamic height is computed by dividing the NAVD 88
 CD0597.geopotential number by the normal gravity value computed on the
 CD0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0597.degrees latitude (g = 980.6199 gals.).
 CD0597
 CD0597.The modeled gravity was interpolated from observed gravity values.
 CD0597
 CD0597;                    North         East    Units  Estimated Accuracy
 CD0597;SPC TX C     - 3,161,400.      248,700.      MT  (+/- 180 meters Scaled)
 CD0597
 CD0597                          SUPERSEDED SURVEY CONTROL
 CD0597
 CD0597  NGVD 29 (??/??/92) 1322.726  (m)         4339.64   (f) ADJ UNCH    1 2
 CD0597
 CD0597.Superseded values are not recommended for survey control.
 CD0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0597.See file dsdata.txt to determine how the superseded data were derived.
 CD0597
 CD0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ940336(NAD 83)
 CD0597_MARKER: DB = BENCH MARK DISK
 CD0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0597_STAMPING: H 1108 1957
 CD0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0597+STABILITY: SURFACE MOTION
 CD0597
 CD0597  HISTORY     - Date     Condition        Report By
 CD0597  HISTORY     - 1957     MONUMENTED       CGS
 CD0597
 CD0597                          STATION DESCRIPTION
 CD0597
 CD0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0597'3.3 MI NW FROM HOT WELLS.
 CD0597'ABOUT 3.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CD0597'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 141 FEET NORTH-NORTHEAST
 CD0597'OF AND ACROSS THE TRACK FROM MILEPOST 717, 93 FEET NORTH-NORTHEAST OF
 CD0597'THE NEAR RAIL, 2 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WHITE WOODEN
 CD0597'WITNESS POST, ABOUT 3 FEET LOWER THAN THE LEVEL OF THE TRACK, AND IN
 CD0597'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0247 ***********************************************************************
 BQ0247  DESIGNATION -  H 1109
 BQ0247  PID         -  BQ0247
 BQ0247  STATE/COUNTY-  TX/CULBERSON
 BQ0247  USGS QUAD   -  LOBO (1972)
 BQ0247
 BQ0247                         *CURRENT SURVEY CONTROL
 BQ0247  ___________________________________________________________________
 BQ0247* NAD 83(1986)-  30 51 19.     (N)    104 46 02.     (W)     SCALED    
 BQ0247* NAVD 88     -      1208.569  (meters)    3965.11   (feet)  ADJUSTED  
 BQ0247  ___________________________________________________________________
 BQ0247  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BQ0247  DYNAMIC HT  -        1206.639 (meters)    3958.78  (feet)  COMP
 BQ0247  MODELED GRAV-     979,002.7   (mgal)                       NAVD 88
 BQ0247
 BQ0247  VERT ORDER  -  FIRST     CLASS II
 BQ0247
 BQ0247.The horizontal coordinates were scaled from a topographic map and have
 BQ0247.an estimated accuracy of +/- 6 seconds.
 BQ0247
 BQ0247.The orthometric height was determined by differential leveling
 BQ0247.and adjusted by the National Geodetic Survey in June 1991..
 BQ0247
 BQ0247.The geoid height was determined by GEOID03.
 BQ0247
 BQ0247.The dynamic height is computed by dividing the NAVD 88
 BQ0247.geopotential number by the normal gravity value computed on the
 BQ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0247.degrees latitude (g = 980.6199 gals.).
 BQ0247
 BQ0247.The modeled gravity was interpolated from observed gravity values.
 BQ0247
 BQ0247;                    North         East    Units  Estimated Accuracy
 BQ0247;SPC TX C     - 3,140,210.      276,070.      MT  (+/- 180 meters Scaled)
 BQ0247
 BQ0247                          SUPERSEDED SURVEY CONTROL
 BQ0247
 BQ0247  NGVD 29 (??/??/92) 1208.040  (m)         3963.38   (f) ADJ UNCH    1 2
 BQ0247
 BQ0247.Superseded values are not recommended for survey control.
 BQ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0247.See file dsdata.txt to determine how the superseded data were derived.
 BQ0247
 BQ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ222135(NAD 83)
 BQ0247_MARKER: DB = BENCH MARK DISK
 BQ0247_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0247_SP_SET: 40 FEET
 BQ0247_STAMPING: H 1109 1957
 BQ0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0247
 BQ0247  HISTORY     - Date     Condition        Report By
 BQ0247  HISTORY     - 1957     MONUMENTED       CGS
 BQ0247
 BQ0247                          STATION DESCRIPTION
 BQ0247
 BQ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0247'2.6 MI SE FROM LOBO.
 BQ0247'ABOUT 2.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0247'FROM THE COUNTY ROAD CROSSING AT LOBO, 50 FEET WEST-SOUTHWEST OF
 BQ0247'MILEPOST 693, 92 FEET WEST-SOUTHWEST OF THE NEAR RAIL, 3 FEET EAST OF
 BQ0247'A FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 BQ0247'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 BQ0247'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A
 BQ0247'6-INCH TILE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0299 ***********************************************************************
 CB0299  DESIGNATION -  H 111
 CB0299  PID         -  CB0299
 CB0299  STATE/COUNTY-  TX/STERLING
 CB0299  USGS QUAD   -  CUMBIE DRAW NE (1963)
 CB0299
 CB0299                         *CURRENT SURVEY CONTROL
 CB0299  ___________________________________________________________________
 CB0299* NAD 83(1986)-  31 53 30.     (N)    101 04 26.     (W)     SCALED    
 CB0299* NAVD 88     -       716.023  (meters)    2349.15   (feet)  ADJUSTED  
 CB0299  ___________________________________________________________________
 CB0299  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CB0299  DYNAMIC HT  -         715.047 (meters)    2345.95  (feet)  COMP
 CB0299  MODELED GRAV-     979,253.4   (mgal)                       NAVD 88
 CB0299
 CB0299  VERT ORDER  -  FIRST     CLASS II
 CB0299
 CB0299.The horizontal coordinates were scaled from a topographic map and have
 CB0299.an estimated accuracy of +/- 6 seconds.
 CB0299
 CB0299.The orthometric height was determined by differential leveling
 CB0299.and adjusted by the National Geodetic Survey in June 1991..
 CB0299
 CB0299.The geoid height was determined by GEOID03.
 CB0299
 CB0299.The dynamic height is computed by dividing the NAVD 88
 CB0299.geopotential number by the normal gravity value computed on the
 CB0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0299.degrees latitude (g = 980.6199 gals.).
 CB0299
 CB0299.The modeled gravity was interpolated from observed gravity values.
 CB0299
 CB0299;                    North         East    Units  Estimated Accuracy
 CB0299;SPC TX C     - 3,246,900.      629,940.      MT  (+/- 180 meters Scaled)
 CB0299
 CB0299                          SUPERSEDED SURVEY CONTROL
 CB0299
 CB0299  NGVD 29 (??/??/92)  715.804  (m)         2348.43   (f) ADJ UNCH    1 2
 CB0299
 CB0299.Superseded values are not recommended for survey control.
 CB0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0299.See file dsdata.txt to determine how the superseded data were derived.
 CB0299
 CB0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA038303(NAD 83)
 CB0299_MARKER: DB = BENCH MARK DISK
 CB0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0299_SP_SET: ABUTMENT
 CB0299_STAMPING: 2348.434 H 111 1933
 CB0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0299
 CB0299  HISTORY     - Date     Condition        Report By
 CB0299  HISTORY     - 1933     MONUMENTED       CGS
 CB0299  HISTORY     - 1973     GOOD             TXHD
 CB0299
 CB0299                          STATION DESCRIPTION
 CB0299
 CB0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CB0299'7.2 MI NW FROM STERLING CITY.
 CB0299'7.22 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM STERLING CITY,
 CB0299'STERLING COUNTY, NORTHWEST OF A CURVE, 900 FEET SOUTHEAST OF A NEW
 CB0299'HIGHWAY BRIDGE, AT THE OLD HIGHWAY BRIDGE, AND IN THE TOP OF THE WEST
 CB0299'CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED 2348. 434 H 111 1933.
 CB0299
 CB0299                          STATION RECOVERY (1973)
 CB0299
 CB0299'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0278 ***********************************************************************
 BQ0278  DESIGNATION -  H 1110
 BQ0278  PID         -  BQ0278
 BQ0278  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0278  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0278
 BQ0278                         *CURRENT SURVEY CONTROL
 BQ0278  ___________________________________________________________________
 BQ0278* NAD 83(1986)-  30 38 08.     (N)    104 33 30.     (W)     SCALED    
 BQ0278* NAVD 88     -      1312.046  (meters)    4304.60   (feet)  ADJUSTED  
 BQ0278  ___________________________________________________________________
 BQ0278  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 BQ0278  DYNAMIC HT  -        1309.903 (meters)    4297.57  (feet)  COMP
 BQ0278  MODELED GRAV-     978,962.2   (mgal)                       NAVD 88
 BQ0278
 BQ0278  VERT ORDER  -  FIRST     CLASS II
 BQ0278
 BQ0278.The horizontal coordinates were scaled from a topographic map and have
 BQ0278.an estimated accuracy of +/- 6 seconds.
 BQ0278
 BQ0278.The orthometric height was determined by differential leveling
 BQ0278.and adjusted by the National Geodetic Survey in June 1991..
 BQ0278
 BQ0278.The geoid height was determined by GEOID03.
 BQ0278
 BQ0278.The dynamic height is computed by dividing the NAVD 88
 BQ0278.geopotential number by the normal gravity value computed on the
 BQ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0278.degrees latitude (g = 980.6199 gals.).
 BQ0278
 BQ0278.The modeled gravity was interpolated from observed gravity values.
 BQ0278
 BQ0278;                    North         East    Units  Estimated Accuracy
 BQ0278;SPC TX C     - 3,115,100.      295,110.      MT  (+/- 180 meters Scaled)
 BQ0278
 BQ0278                          SUPERSEDED SURVEY CONTROL
 BQ0278
 BQ0278  NGVD 29 (??/??/92) 1311.474  (m)         4302.73   (f) ADJ UNCH    1 2
 BQ0278
 BQ0278.Superseded values are not recommended for survey control.
 BQ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0278.See file dsdata.txt to determine how the superseded data were derived.
 BQ0278
 BQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP423892(NAD 83)
 BQ0278_MARKER: DB = BENCH MARK DISK
 BQ0278_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0278_SP_SET: 28 FEET
 BQ0278_STAMPING: H 1110 1957
 BQ0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0278
 BQ0278  HISTORY     - Date     Condition        Report By
 BQ0278  HISTORY     - 1957     MONUMENTED       CGS
 BQ0278  HISTORY     - 1966     POOR             NGS
 BQ0278  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0278  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0278
 BQ0278                          STATION DESCRIPTION
 BQ0278
 BQ0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BQ0278'5.2 MI NW FROM VALENTINE.
 BQ0278'ABOUT 5.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0278'FROM THE STATION AT VALENTINE, 8 FEET SOUTHWEST OF MILEPOST 673, 50
 BQ0278'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 1/2 RAILS NORTHWEST OF A
 BQ0278'WOODEN TRESTLE, 107 FEET NORTHEAST OF THE CENTERLINE OF U. S. HIGHWAY
 BQ0278'90, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 BQ0278'BELOW THE LEVEL OF THE RAIL, AND ON THE TOP OF A 5/8 INCH COPPER
 BQ0278'COATED ABOUT 5 FEET BELOW THE LEVEL OF THE RAIL, AND ON THE TOP OF A
 BQ0278'5/8 INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 28 FEET AND
 BQ0278'IS ENCASED IN A 6 INCH TILE PROJECTING 6 INCHES.
 BQ0278
 BQ0278                          STATION RECOVERY (1981)
 BQ0278
 BQ0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0278'NOTE=THE ROD WAS FOUND WITH THE DISK REMOVED, DISK WAS NOT RECOVERED.
 BQ0278
 BQ0278                          STATION RECOVERY (1996)
 BQ0278
 BQ0278'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0234 ***********************************************************************
 AZ0234  DESIGNATION -  H 1111
 AZ0234  PID         -  AZ0234
 AZ0234  STATE/COUNTY-  TX/VAL VERDE
 AZ0234  USGS QUAD   -  SHUMLA (1973)
 AZ0234
 AZ0234                         *CURRENT SURVEY CONTROL
 AZ0234  ___________________________________________________________________
 AZ0234* NAD 83(1986)-  29 47 51.     (N)    101 27 09.     (W)     SCALED    
 AZ0234* NAVD 88     -       418.023  (meters)    1371.46   (feet)  ADJUSTED  
 AZ0234  ___________________________________________________________________
 AZ0234  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AZ0234  DYNAMIC HT  -         417.415 (meters)    1369.47  (feet)  COMP
 AZ0234  MODELED GRAV-     979,176.8   (mgal)                       NAVD 88
 AZ0234
 AZ0234  VERT ORDER  -  FIRST     CLASS II
 AZ0234
 AZ0234.The horizontal coordinates were scaled from a topographic map and have
 AZ0234.an estimated accuracy of +/- 6 seconds.
 AZ0234
 AZ0234.The orthometric height was determined by differential leveling
 AZ0234.and adjusted by the National Geodetic Survey in June 1991..
 AZ0234
 AZ0234.The geoid height was determined by GEOID03.
 AZ0234
 AZ0234.The dynamic height is computed by dividing the NAVD 88
 AZ0234.geopotential number by the normal gravity value computed on the
 AZ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0234.degrees latitude (g = 980.6199 gals.).
 AZ0234
 AZ0234.The modeled gravity was interpolated from observed gravity values.
 AZ0234
 AZ0234;                    North         East    Units  Estimated Accuracy
 AZ0234;SPC TXSC     - 4,220,170.      362,930.      MT  (+/- 180 meters Scaled)
 AZ0234
 AZ0234                          SUPERSEDED SURVEY CONTROL
 AZ0234
 AZ0234  NGVD 29 (??/??/92)  417.905  (m)         1371.08   (f) ADJ UNCH    1 2
 AZ0234
 AZ0234.Superseded values are not recommended for survey control.
 AZ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0234.See file dsdata.txt to determine how the superseded data were derived.
 AZ0234
 AZ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT629988(NAD 83)
 AZ0234_MARKER: DB = BENCH MARK DISK
 AZ0234_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0234_SP_SET: ROCK
 AZ0234_STAMPING: H 1111 1957
 AZ0234_MARK LOGO: CGS   
 AZ0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0234+STABILITY: POSITION/ELEVATION WELL
 AZ0234
 AZ0234  HISTORY     - Date     Condition        Report By
 AZ0234  HISTORY     - 1957     MONUMENTED       CGS
 AZ0234  HISTORY     - 1958     GOOD             NGS
 AZ0234  HISTORY     - 1981     GOOD             NGS
 AZ0234  HISTORY     - 20010607 GOOD             USPSQD
 AZ0234
 AZ0234                          STATION DESCRIPTION
 AZ0234
 AZ0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0234'8.1 MI E FROM LANGTRY.
 AZ0234'ABOUT 8.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0234'STATION AT LANGTRY, 40 FEET SOUTH OF THE 8TH POLE SOUTHEAST OF
 AZ0234'MILEPOST 435, IN THE TOP OF A LARGE FLAT LIMESTONE ROCK, 60 FEET
 AZ0234'SOUTHWEST OF THE SOUTHWEST RAIL, 57 FEET NORTHEAST OF THE CENTER LINE
 AZ0234'OF U. S. HIGHWAY 90, 6 FEET NORTHEAST OF A CONCRETE RIGHT OF WAY
 AZ0234'MARKER, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
 AZ0234
 AZ0234                          STATION RECOVERY (1981)
 AZ0234
 AZ0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0234'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0234'OFFICE IN LANGTRY, THENCE 11.7 KM (7.25 MI) EASTERLY ALONG U.S.
 AZ0234'HIGHWAY 90, 0.4 KM (0.25 MI) SOUTHEAST OF RAILROAD MILEPOST 435,
 AZ0234'IN A 20 BY 75 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 47.5
 AZ0234'METERS (155.8 FT) EAST OF UTILITY POLE NUMBER 415 WITH 6 GUY WIRES,
 AZ0234'41.1 METERS (134.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AZ0234'18.3 METERS (60.0 FT) SOUTHWEST OF THE NEAR RAIL, 17.6 METERS (57.7
 AZ0234'FT) NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY AND 1.8 METERS
 AZ0234'(5.9 FT) NORTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER.
 AZ0234'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AZ0234'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 AZ0234
 AZ0234                          STATION RECOVERY (2001)
 AZ0234
 AZ0234'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0280 ***********************************************************************
 AZ0280  DESIGNATION -  H 1112
 AZ0280  PID         -  AZ0280
 AZ0280  STATE/COUNTY-  TX/VAL VERDE
 AZ0280  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0280
 AZ0280                         *CURRENT SURVEY CONTROL
 AZ0280  ___________________________________________________________________
 AZ0280* NAD 83(1986)-  29 30 08.     (N)    101 02 07.     (W)     SCALED    
 AZ0280* NAVD 88     -       317.467  (meters)    1041.56   (feet)  POSTED    
 AZ0280  ___________________________________________________________________
 AZ0280  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0280  DYNAMIC HT  -         317.000 (meters)    1040.02  (feet)  COMP
 AZ0280  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AZ0280
 AZ0280  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0280
 AZ0280.The horizontal coordinates were scaled from a topographic map and have
 AZ0280.an estimated accuracy of +/- 6 seconds.
 AZ0280
 AZ0280.The orthometric height was determined by differential leveling
 AZ0280.and adjusted by the National Geodetic Survey in 1992..
 AZ0280.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0280.rate of 0.0 thru 1.0 mm/km.
 AZ0280
 AZ0280.The geoid height was determined by GEOID03.
 AZ0280
 AZ0280.The dynamic height is computed by dividing the NAVD 88
 AZ0280.geopotential number by the normal gravity value computed on the
 AZ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0280.degrees latitude (g = 980.6199 gals.).
 AZ0280
 AZ0280.The modeled gravity was interpolated from observed gravity values.
 AZ0280
 AZ0280;                    North         East    Units  Estimated Accuracy
 AZ0280;SPC TXSC     - 4,186,670.      402,690.      MT  (+/- 180 meters Scaled)
 AZ0280
 AZ0280                          SUPERSEDED SURVEY CONTROL
 AZ0280
 AZ0280  NGVD 29 (??/??/92)  317.394  (m)         1041.32   (f) ADJ UNCH    1 2
 AZ0280
 AZ0280.Superseded values are not recommended for survey control.
 AZ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0280.See file dsdata.txt to determine how the superseded data were derived.
 AZ0280
 AZ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT027653(NAD 83)
 AZ0280_MARKER: DB = BENCH MARK DISK
 AZ0280_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0280_SP_SET: LEDGE
 AZ0280_STAMPING: H 1112 1957
 AZ0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0280+STABILITY: POSITION/ELEVATION WELL
 AZ0280
 AZ0280  HISTORY     - Date     Condition        Report By
 AZ0280  HISTORY     - 1957     MONUMENTED       CGS
 AZ0280  HISTORY     - 1958     GOOD             NGS
 AZ0280  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0280  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0280
 AZ0280                          STATION DESCRIPTION
 AZ0280
 AZ0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0280'17.0 MI SE FROM COMSTOCK.
 AZ0280'ABOUT 17.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0280'FROM THE STATION AT COMSTOCK, ABOUT 17.4 MILES NORTHWEST FROM THE
 AZ0280'STATION AT DEL RIO, 83 FEET NORTH OF AND ACROSS THE TRACK FROM
 AZ0280'MILEPOST 396, IN THE TOP OF A ROCK LEDGE WHICH IS FORMED BY AN OFFSET
 AZ0280'IN A VERTICAL ROCK WALL, 14 FEET NORTHEAST OF THE NORTHEAST RAIL, 30
 AZ0280'FEET SOUTHEAST OF THE NORTHWEST END OF THE CUT, 4 FEET ABOVE THE
 AZ0280'GROUND, 6 FEET BELOW THE TOP OF THE ROCK WALL, 1 1/2 FEET NORTHEAST OF
 AZ0280'THE SOUTHWEST EDGE OF THE LEDGE, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 AZ0280'THE TRACK.  NOTE-- AREA UNDER WATER.
 AZ0280
 AZ0280                          STATION RECOVERY (1972)
 AZ0280
 AZ0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0280'MARK NOT FOUND.
 AZ0280
 AZ0280                          STATION RECOVERY (1981)
 AZ0280
 AZ0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0280'THE RAILROAD CUT HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0336 ***********************************************************************
 AZ0336  DESIGNATION -  H 1113
 AZ0336  PID         -  AZ0336
 AZ0336  STATE/COUNTY-  TX/TERRELL
 AZ0336  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0336
 AZ0336                         *CURRENT SURVEY CONTROL
 AZ0336  ___________________________________________________________________
 AZ0336* NAD 83(1986)-  29 58 17.     (N)    101 46 31.     (W)     SCALED    
 AZ0336* NAVD 88     -       515.865  (meters)    1692.47   (feet)  ADJUSTED  
 AZ0336  ___________________________________________________________________
 AZ0336  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AZ0336  DYNAMIC HT  -         515.103 (meters)    1689.97  (feet)  COMP
 AZ0336  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 AZ0336
 AZ0336  VERT ORDER  -  FIRST     CLASS II
 AZ0336
 AZ0336.The horizontal coordinates were scaled from a topographic map and have
 AZ0336.an estimated accuracy of +/- 6 seconds.
 AZ0336
 AZ0336.The orthometric height was determined by differential leveling
 AZ0336.and adjusted by the National Geodetic Survey in June 1991..
 AZ0336
 AZ0336.The geoid height was determined by GEOID03.
 AZ0336
 AZ0336.The dynamic height is computed by dividing the NAVD 88
 AZ0336.geopotential number by the normal gravity value computed on the
 AZ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0336.degrees latitude (g = 980.6199 gals.).
 AZ0336
 AZ0336.The modeled gravity was interpolated from observed gravity values.
 AZ0336
 AZ0336;                    North         East    Units  Estimated Accuracy
 AZ0336;SPC TXSC     - 4,240,140.      332,190.      MT  (+/- 180 meters Scaled)
 AZ0336
 AZ0336                          SUPERSEDED SURVEY CONTROL
 AZ0336
 AZ0336  NGVD 29 (??/??/92)  515.721  (m)         1691.99   (f) ADJ UNCH    1 2
 AZ0336
 AZ0336.Superseded values are not recommended for survey control.
 AZ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0336.See file dsdata.txt to determine how the superseded data were derived.
 AZ0336
 AZ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU322188(NAD 83)
 AZ0336_MARKER: DB = BENCH MARK DISK
 AZ0336_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0336_SP_SET: OUTCROP
 AZ0336_STAMPING: H 1113 1957
 AZ0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0336+STABILITY: POSITION/ELEVATION WELL
 AZ0336
 AZ0336  HISTORY     - Date     Condition        Report By
 AZ0336  HISTORY     - 1957     MONUMENTED       CGS
 AZ0336  HISTORY     - 1958     GOOD             NGS
 AZ0336
 AZ0336                          STATION DESCRIPTION
 AZ0336
 AZ0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0336'17.25 MI NW FROM LANGTRY.
 AZ0336'ABOUT 17.25 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0336'FROM THE STATION AT LANGTRY, 147 FEET NORTHWEST OF AND ACROSS THE
 AZ0336'TRACK FROM THE 2ND POLE WEST OF MILEPOST 460, IN THE TOP OF A FLAT
 AZ0336'ROCK OUTCROP WHICH IS FLUSH WITH THE GROUND, 21 FEET NORTH OF THE
 AZ0336'NORTH RAIL, 77 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, 50 FEET
 AZ0336'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 7 1/2 RAILS EAST OF THE EAST END
 AZ0336'OF TRESTLE NUMBER 460.12, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 AZ0336'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0476 ***********************************************************************
 BP0476  DESIGNATION -  H 1115
 BP0476  PID         -  BP0476
 BP0476  STATE/COUNTY-  TX/JEFF DAVIS
 BP0476  USGS QUAD   -  BARRILLA MOUNTAINS WEST (1980)
 BP0476
 BP0476                         *CURRENT SURVEY CONTROL
 BP0476  ___________________________________________________________________
 BP0476* NAD 83(1986)-  30 46 36.     (N)    103 44 57.     (W)     SCALED    
 BP0476* NAVD 88     -      1263.610  (meters)    4145.69   (feet)  POSTED    
 BP0476  ___________________________________________________________________
 BP0476  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 BP0476  DYNAMIC HT  -        1261.610 (meters)    4139.13  (feet)  COMP
 BP0476  MODELED GRAV-     979,015.9   (mgal)                       NAVD 88
 BP0476
 BP0476  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0476
 BP0476.The horizontal coordinates were scaled from a topographic map and have
 BP0476.an estimated accuracy of +/- 6 seconds.
 BP0476
 BP0476.The orthometric height was determined by differential leveling
 BP0476.and adjusted by the National Geodetic Survey in 1992..
 BP0476.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0476.rate of 2.1 thru 3.0 mm/km.
 BP0476
 BP0476.The geoid height was determined by GEOID03.
 BP0476
 BP0476.The dynamic height is computed by dividing the NAVD 88
 BP0476.geopotential number by the normal gravity value computed on the
 BP0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0476.degrees latitude (g = 980.6199 gals.).
 BP0476
 BP0476.The modeled gravity was interpolated from observed gravity values.
 BP0476
 BP0476;                    North         East    Units  Estimated Accuracy
 BP0476;SPC TX C     - 3,128,070.      373,100.      MT  (+/- 180 meters Scaled)
 BP0476
 BP0476                          SUPERSEDED SURVEY CONTROL
 BP0476
 BP0476  NGVD 29 (??/??/92) 1263.175  (m)         4144.27   (f) ADJ UNCH    2 0
 BP0476
 BP0476.Superseded values are not recommended for survey control.
 BP0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0476.See file dsdata.txt to determine how the superseded data were derived.
 BP0476
 BP0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ196055(NAD 83)
 BP0476_MARKER: DB = BENCH MARK DISK
 BP0476_SETTING: 66 = SET IN ROCK OUTCROP
 BP0476_SP_SET: ROCK OUTCROP
 BP0476_STAMPING: H 1115 1958
 BP0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0476+STABILITY: POSITION/ELEVATION WELL
 BP0476
 BP0476  HISTORY     - Date     Condition        Report By
 BP0476  HISTORY     - 1958     MONUMENTED       CGS
 BP0476  HISTORY     - 1989     GOOD             USPSQD
 BP0476  HISTORY     - 19961011 GOOD             USPSQD
 BP0476
 BP0476                          STATION DESCRIPTION
 BP0476
 BP0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0476'13.9 MI S FROM TOYAHVALE.
 BP0476'ABOUT 13.9 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0476'TOYAHVALE, IN THE TOP OF A ROCK OUTCROP, 33 FEET NORTHWEST OF THE
 BP0476'CENTER LINE OF THE HIGHWAY, AT THE SOUTHWEST END OF A ROCK CUT, 26
 BP0476'FEET SOUTHEAST OF A FENCE, 97 FEET-NORTHEAST OF THE NORTHEAST END OF
 BP0476'THE NORTHWEST CONCRETE HEAD WALL OF A CULVERT, 4 FEET ABOVE THE
 BP0476'GROUND, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 BP0476
 BP0476                          STATION RECOVERY (1989)
 BP0476
 BP0476'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0476'RECOVERED IN GOOD CONDITION.
 BP0476
 BP0476                          STATION RECOVERY (1996)
 BP0476
 BP0476'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0413 ***********************************************************************
 CC0413  DESIGNATION -  H 1116
 CC0413  PID         -  CC0413
 CC0413  STATE/COUNTY-  TX/REEVES
 CC0413  USGS QUAD   -  SARAGOSA (1970)
 CC0413
 CC0413                         *CURRENT SURVEY CONTROL
 CC0413  ___________________________________________________________________
 CC0413* NAD 83(1986)-  31 01 46.     (N)    103 41 27.     (W)     SCALED    
 CC0413* NAVD 88     -       928.472  (meters)    3046.16   (feet)  POSTED    
 CC0413  ___________________________________________________________________
 CC0413  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CC0413  DYNAMIC HT  -         927.080 (meters)    3041.59  (feet)  COMP
 CC0413  MODELED GRAV-     979,108.4   (mgal)                       NAVD 88
 CC0413
 CC0413  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CC0413
 CC0413.The horizontal coordinates were scaled from a topographic map and have
 CC0413.an estimated accuracy of +/- 6 seconds.
 CC0413
 CC0413.The orthometric height was determined by differential leveling
 CC0413.and adjusted by the National Geodetic Survey in 1992..
 CC0413.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CC0413.rate of 4.1 thru 8.0 mm/km.
 CC0413
 CC0413.The geoid height was determined by GEOID03.
 CC0413
 CC0413.The dynamic height is computed by dividing the NAVD 88
 CC0413.geopotential number by the normal gravity value computed on the
 CC0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0413.degrees latitude (g = 980.6199 gals.).
 CC0413
 CC0413.The modeled gravity was interpolated from observed gravity values.
 CC0413
 CC0413;                    North         East    Units  Estimated Accuracy
 CC0413;SPC TX C     - 3,155,910.      379,530.      MT  (+/- 180 meters Scaled)
 CC0413
 CC0413                          SUPERSEDED SURVEY CONTROL
 CC0413
 CC0413  NGVD 29 (??/??/92)  928.215  (m)         3045.32   (f) ADJ UNCH    2 0
 CC0413
 CC0413.Superseded values are not recommended for survey control.
 CC0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0413.See file dsdata.txt to determine how the superseded data were derived.
 CC0413
 CC0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ249336(NAD 83)
 CC0413_MARKER: DB = BENCH MARK DISK
 CC0413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0413_SP_SET: 10 FT.
 CC0413_STAMPING: H 1116 1958
 CC0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0413
 CC0413  HISTORY     - Date     Condition        Report By
 CC0413  HISTORY     - 1958     MONUMENTED       CGS
 CC0413
 CC0413                          STATION DESCRIPTION
 CC0413
 CC0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CC0413'2.25 MI SE FROM SARAGOSA.
 CC0413'ABOUT 2.25 MILES SOUTHWEST ALONG THE PECOS VALLEY SOUTHERN RAILWAY
 CC0413'FROM THE STATION AT SARAGOSA, ABOUT 4.4 MILES NORTHEAST OF THE POST
 CC0413'OFFICE AT BALMORHEA, 117 FEET NORTHWEST OF AND ACROSS THE TRACK FROM
 CC0413'THE 11TH TELEPHONE POLE NORTHEAST OF MILEPOST 32, 66 FEET NORTHWEST OF
 CC0413'THE NORTHWEST RAIL, 54 1/2 FEET NORTH OF A POWER POLE, AT THE CROSSING
 CC0413'OF A POWER LINE, 24 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF A
 CC0413'FENCE, 1 1/2 FEET SOUTH OF A CONCRETE WITNESS POST, ON THE TOP OF A
 CC0413'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 10 FEET AND
 CC0413'IS ENCASED IN A 4-INCH TILE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0419 ***********************************************************************
 CD0419  DESIGNATION -  H 1117
 CD0419  PID         -  CD0419
 CD0419  STATE/COUNTY-  TX/HUDSPETH
 CD0419  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0419
 CD0419                         *CURRENT SURVEY CONTROL
 CD0419  ___________________________________________________________________
 CD0419* NAD 83(1986)-  31 44 40.     (N)    105 10 01.     (W)     SCALED    
 CD0419* NAVD 88     -      1178.355  (meters)    3865.99   (feet)  ADJUSTED  
 CD0419  ___________________________________________________________________
 CD0419  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0419  DYNAMIC HT  -        1176.607 (meters)    3860.25  (feet)  COMP
 CD0419  MODELED GRAV-     979,114.8   (mgal)                       NAVD 88
 CD0419
 CD0419  VERT ORDER  -  FIRST     CLASS I
 CD0419
 CD0419.The horizontal coordinates were scaled from a topographic map and have
 CD0419.an estimated accuracy of +/- 6 seconds.
 CD0419
 CD0419.The orthometric height was determined by differential leveling
 CD0419.and adjusted by the National Geodetic Survey in June 1991..
 CD0419
 CD0419.The geoid height was determined by GEOID03.
 CD0419
 CD0419.The dynamic height is computed by dividing the NAVD 88
 CD0419.geopotential number by the normal gravity value computed on the
 CD0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0419.degrees latitude (g = 980.6199 gals.).
 CD0419
 CD0419.The modeled gravity was interpolated from observed gravity values.
 CD0419
 CD0419;                    North         East    Units  Estimated Accuracy
 CD0419;SPC TX C     - 3,240,290.      242,150.      MT  (+/- 180 meters Scaled)
 CD0419
 CD0419                          SUPERSEDED SURVEY CONTROL
 CD0419
 CD0419  NGVD 29 (??/??/92) 1177.848  (m)         3864.32   (f) ADJ UNCH    1 1
 CD0419
 CD0419.Superseded values are not recommended for survey control.
 CD0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0419.See file dsdata.txt to determine how the superseded data were derived.
 CD0419
 CD0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR841121(NAD 83)
 CD0419_MARKER: DB = BENCH MARK DISK
 CD0419_SETTING: 66 = SET IN ROCK OUTCROP
 CD0419_SP_SET: ROCK
 CD0419_STAMPING: H 1117 1958
 CD0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0419+STABILITY: POSITION/ELEVATION WELL
 CD0419
 CD0419  HISTORY     - Date     Condition        Report By
 CD0419  HISTORY     - 1958     MONUMENTED       CGS
 CD0419  HISTORY     - 1977     GOOD             NGS
 CD0419
 CD0419                          STATION DESCRIPTION
 CD0419
 CD0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0419'74.35 MI E FROM EL PASO.
 CD0419'ABOUT 74.35 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0419'JUNCTION OF LOOP 16 AT EL PASO, IN THE TOP OF A 4X3-FOOT ROCK AND
 CD0419'SURROUNDED BY LOOSE ROCK PAINTED WHITE, 147 FEET NORTH OF THE CENTER
 CD0419'LINE OF THE HIGHWAY, ABOUT 0.25 MILE WEST OF THE CROSSING OF A POWER
 CD0419'LINE, ABOUT 0.1 MILE EAST OF THE CREST OF A HILL, 47 FEET SOUTH OF A
 CD0419'FENCE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CD0419
 CD0419                          STATION RECOVERY (1977)
 CD0419
 CD0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0419'28.7 MILES SOUTHWEST ALONG U.S.HIGHWAYS 62 AND 180 FROM THE STATE
 CD0419'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 2.0 MILE EAST OF THE
 CD0419'JUNCTION OF FARM ROAD 1437, 0.1 MILE EAST OF THE CREST OF A HILL,
 CD0419'SET IN TOP OF A 4 BY 3 FT. EMBEDDED BOULDER WHICH IS HALF
 CD0419'ENCIRCLED BY WHITE PAINTED ROCKS, 146 FT. NORTH OF THE CENTER LINE
 CD0419'OF THE HIGHWAY, 83 FT. NORTHEAST OF A TELEPHONE POLE, 47 FT. SOUTH
 CD0419'OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0138 ***********************************************************************
 CE0138  DESIGNATION -  H 1118
 CE0138  PID         -  CE0138
 CE0138  STATE/COUNTY-  TX/EL PASO
 CE0138  USGS QUAD   -  FORT BLISS SE (1994)
 CE0138
 CE0138                         *CURRENT SURVEY CONTROL
 CE0138  ___________________________________________________________________
 CE0138* NAD 83(1986)-  31 47 49.     (N)    106 20 27.     (W)     SCALED    
 CE0138* NAVD 88     -      1207.504  (meters)    3961.62   (feet)  POSTED    
 CE0138  ___________________________________________________________________
 CE0138  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CE0138  DYNAMIC HT  -        1205.650 (meters)    3955.54  (feet)  COMP
 CE0138  MODELED GRAV-     979,065.1   (mgal)                       NAVD 88
 CE0138
 CE0138  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CE0138
 CE0138.The horizontal coordinates were scaled from a topographic map and have
 CE0138.an estimated accuracy of +/- 6 seconds.
 CE0138
 CE0138.The orthometric height was determined by differential leveling
 CE0138.and adjusted by the National Geodetic Survey in 1992..
 CE0138.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CE0138.rate of 4.1 thru 8.0 mm/km.
 CE0138
 CE0138.The geoid height was determined by GEOID03.
 CE0138
 CE0138.The dynamic height is computed by dividing the NAVD 88
 CE0138.geopotential number by the normal gravity value computed on the
 CE0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0138.degrees latitude (g = 980.6199 gals.).
 CE0138
 CE0138.The modeled gravity was interpolated from observed gravity values.
 CE0138
 CE0138;                    North         East    Units  Estimated Accuracy
 CE0138;SPC TX C     - 3,251,520.      131,370.      MT  (+/- 180 meters Scaled)
 CE0138
 CE0138                          SUPERSEDED SURVEY CONTROL
 CE0138
 CE0138  NGVD 29 (??/??/92) 1206.908  (m)         3959.66   (f) ADJ UNCH    1 2
 CE0138
 CE0138.Superseded values are not recommended for survey control.
 CE0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0138.See file dsdata.txt to determine how the superseded data were derived.
 CE0138
 CE0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR730187(NAD 83)
 CE0138_MARKER: DB = BENCH MARK DISK
 CE0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0138_STAMPING: H 1118 1958
 CE0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0138+STABILITY: SURFACE MOTION
 CE0138
 CE0138  HISTORY     - Date     Condition        Report By
 CE0138  HISTORY     - 1958     MONUMENTED       CGS
 CE0138  HISTORY     - 1981     GOOD             NGS
 CE0138  HISTORY     - 19920428 MARK NOT FOUND   USGS
 CE0138
 CE0138                          STATION DESCRIPTION
 CE0138
 CE0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0138'4.7 MI E FROM EL PASO.
 CE0138'ABOUT 4.7 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0138'OF LOOP 16 AT EL PASO, 57 FEET NORTH OF THE CENTER LINE OF THE
 CE0138'HIGHWAY,     K 0.15 MILE EAST OF A GAS LINE VALVE AND CUTOFF, 6 FEET
 CE0138'WEST OF A POWER POLE, 2 1/2 FEET EAST OF A CONCRETE WITNESS POST, 3
 CE0138'FEET BELOW THE LEVEL OF THE HGIHWAY, AND IN THE TOP OF A CONCRETE POST
 CE0138'PROJECTING 6 INCHES.
 CE0138
 CE0138                          STATION RECOVERY (1981)
 CE0138
 CE0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0138'RECOVERED IN GOOD CONDITION.
 CE0138
 CE0138                          STATION RECOVERY (1992)
 CE0138
 CE0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0480 ***********************************************************************
 CD0480  DESIGNATION -  H 1119
 CD0480  PID         -  CD0480
 CD0480  STATE/COUNTY-  TX/HUDSPETH
 CD0480  USGS QUAD   -  MICKEY DRAW EAST (1984)
 CD0480
 CD0480                         *CURRENT SURVEY CONTROL
 CD0480  ___________________________________________________________________
 CD0480* NAD 83(1986)-  31 46 21.     (N)    105 12 06.     (W)     SCALED    
 CD0480* NAVD 88     -      1200.593  (meters)    3938.95   (feet)  POSTED    
 CD0480  ___________________________________________________________________
 CD0480  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CD0480  DYNAMIC HT  -        1198.810 (meters)    3933.10  (feet)  COMP
 CD0480  MODELED GRAV-     979,114.6   (mgal)                       NAVD 88
 CD0480
 CD0480  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0480
 CD0480.The horizontal coordinates were scaled from a topographic map and have
 CD0480.an estimated accuracy of +/- 6 seconds.
 CD0480
 CD0480.The orthometric height was determined by differential leveling
 CD0480.and adjusted by the National Geodetic Survey in 1992..
 CD0480.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0480.rate of 0.0 thru 1.0 mm/km.
 CD0480
 CD0480.The geoid height was determined by GEOID03.
 CD0480
 CD0480.The dynamic height is computed by dividing the NAVD 88
 CD0480.geopotential number by the normal gravity value computed on the
 CD0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0480.degrees latitude (g = 980.6199 gals.).
 CD0480
 CD0480.The modeled gravity was interpolated from observed gravity values.
 CD0480
 CD0480;                    North         East    Units  Estimated Accuracy
 CD0480;SPC TX C     - 3,243,540.      239,000.      MT  (+/- 180 meters Scaled)
 CD0480
 CD0480                          SUPERSEDED SURVEY CONTROL
 CD0480
 CD0480  NGVD 29 (??/??/92) 1200.086  (m)         3937.28   (f) ADJ UNCH    2 0
 CD0480
 CD0480.Superseded values are not recommended for survey control.
 CD0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0480.See file dsdata.txt to determine how the superseded data were derived.
 CD0480
 CD0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR809152(NAD 83)
 CD0480_MARKER: DB = BENCH MARK DISK
 CD0480_SETTING: 66 = SET IN ROCK OUTCROP
 CD0480_SP_SET: BEDROCK
 CD0480_STAMPING: H 1119 1958
 CD0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0480+STABILITY: POSITION/ELEVATION WELL
 CD0480
 CD0480  HISTORY     - Date     Condition        Report By
 CD0480  HISTORY     - 1958     MONUMENTED       CGS
 CD0480
 CD0480                          STATION DESCRIPTION
 CD0480
 CD0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0480'11.4 MI S FROM DELL CITY.
 CD0480'ABOUT 11.4 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0480'DELL CITY, IN THE TOP OF BEDROCK AT THE BOTTOM OF A SMALL WASH, 63
 CD0480'FEET WEST OF THE CENTER LINE OF THE ROAD, 91 FEET SOUTH-SOUTHWEST OF
 CD0480'THE WEST END OF A 36-INCH STEEL TUBE CULVERT, 13 FEET WEST OF A FENCE,
 CD0480'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SURROUNDED BY A CIRCLE
 CD0480'OF LOOSE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0016 ***********************************************************************
 CU0016  DESIGNATION -  H 112
 CU0016  PID         -  CU0016
 CU0016  STATE/COUNTY-  TX/FISHER
 CU0016  USGS QUAD   -  LONGWORTH (1969)
 CU0016
 CU0016                         *CURRENT SURVEY CONTROL
 CU0016  ___________________________________________________________________
 CU0016* NAD 83(1986)-  32 38 29.     (N)    100 21 09.     (W)     SCALED    
 CU0016* NAVD 88     -       598.575  (meters)    1963.82   (feet)  ADJUSTED  
 CU0016  ___________________________________________________________________
 CU0016  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CU0016  DYNAMIC HT  -         597.782 (meters)    1961.22  (feet)  COMP
 CU0016  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 CU0016
 CU0016  VERT ORDER  -  FIRST     CLASS II
 CU0016
 CU0016.The horizontal coordinates were scaled from a topographic map and have
 CU0016.an estimated accuracy of +/- 6 seconds.
 CU0016
 CU0016.The orthometric height was determined by differential leveling
 CU0016.and adjusted by the National Geodetic Survey in June 1991..
 CU0016
 CU0016.The geoid height was determined by GEOID03.
 CU0016
 CU0016.The dynamic height is computed by dividing the NAVD 88
 CU0016.geopotential number by the normal gravity value computed on the
 CU0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0016.degrees latitude (g = 980.6199 gals.).
 CU0016
 CU0016.The modeled gravity was interpolated from observed gravity values.
 CU0016
 CU0016;                    North         East    Units  Estimated Accuracy
 CU0016;SPC TXNC     - 2,109,620.      426,210.      MT  (+/- 180 meters Scaled)
 CU0016
 CU0016                          SUPERSEDED SURVEY CONTROL
 CU0016
 CU0016  NGVD 29 (??/??/92)  598.352  (m)         1963.09   (f) ADJ UNCH    1 2
 CU0016
 CU0016.Superseded values are not recommended for survey control.
 CU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0016.See file dsdata.txt to determine how the superseded data were derived.
 CU0016
 CU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB731123(NAD 83)
 CU0016_MARKER: DB = BENCH MARK DISK
 CU0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0016_STAMPING: H 112 1933 1963.093
 CU0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0016+STABILITY: SURFACE MOTION
 CU0016
 CU0016  HISTORY     - Date     Condition        Report By
 CU0016  HISTORY     - 1933     MONUMENTED       CGS
 CU0016  HISTORY     - 1961     GOOD             NGS
 CU0016
 CU0016                          STATION DESCRIPTION
 CU0016
 CU0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0016'0.8 MI SW FROM LONGWORTH.
 CU0016'ABOUT 0.8 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0016'THE POST OFFICE AT LONGWORTH, 12 1/2 RAILS SOUTHWEST OF THE CENTER OF
 CU0016'THE CROSSING OF A DIRT ROAD, 6 RAILS NORTHEAST OF THE NORTHEAST END OF
 CU0016'A RAILROAD TRESTLE, 42 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 36
 CU0016'1/2 FEET NORTHEAST OF TELEPHONE POLE NUMBER 22M, 5 1/2 FEET SOUTHEAST
 CU0016'OF A FENCE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 CU0016'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0141 ***********************************************************************
 CV0141  DESIGNATION -  H 1120
 CV0141  PID         -  CV0141
 CV0141  STATE/COUNTY-  TX/ANDREWS
 CV0141  USGS QUAD   -  FIGURE SEVEN RANCH (1971)
 CV0141
 CV0141                         *CURRENT SURVEY CONTROL
 CV0141  ___________________________________________________________________
 CV0141* NAD 83(1986)-  32 07 47.     (N)    102 56 37.     (W)     SCALED    
 CV0141* NAVD 88     -       963.672  (meters)    3161.65   (feet)  ADJUSTED  
 CV0141  ___________________________________________________________________
 CV0141  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CV0141  DYNAMIC HT  -         962.332 (meters)    3157.25  (feet)  COMP
 CV0141  MODELED GRAV-     979,215.2   (mgal)                       NAVD 88
 CV0141
 CV0141  VERT ORDER  -  SECOND    CLASS 0
 CV0141
 CV0141.The horizontal coordinates were scaled from a topographic map and have
 CV0141.an estimated accuracy of +/- 6 seconds.
 CV0141
 CV0141.The orthometric height was determined by differential leveling
 CV0141.and adjusted by the National Geodetic Survey in June 1991..
 CV0141
 CV0141.The geoid height was determined by GEOID03.
 CV0141
 CV0141.The dynamic height is computed by dividing the NAVD 88
 CV0141.geopotential number by the normal gravity value computed on the
 CV0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0141.degrees latitude (g = 980.6199 gals.).
 CV0141
 CV0141.The modeled gravity was interpolated from observed gravity values.
 CV0141
 CV0141;                    North         East    Units  Estimated Accuracy
 CV0141;SPC TXNC     - 2,060,220.      180,830.      MT  (+/- 180 meters Scaled)
 CV0141
 CV0141                          SUPERSEDED SURVEY CONTROL
 CV0141
 CV0141  NGVD 29 (??/??/92)  963.266  (m)         3160.32   (f) ADJ UNCH    2 0
 CV0141
 CV0141.Superseded values are not recommended for survey control.
 CV0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0141.See file dsdata.txt to determine how the superseded data were derived.
 CV0141
 CV0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR939566(NAD 83)
 CV0141_MARKER: DB = BENCH MARK DISK
 CV0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0141_STAMPING: H 1120 1958
 CV0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0141+STABILITY: SURFACE MOTION
 CV0141
 CV0141  HISTORY     - Date     Condition        Report By
 CV0141  HISTORY     - 1958     MONUMENTED       CGS
 CV0141
 CV0141                          STATION DESCRIPTION
 CV0141
 CV0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0141'15.05 MI E FROM JAL, NEW MEXICO.
 CV0141'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0141'STATION AT JAL, THENCE 14.35 MILES EAST ALONG STATE HIGHWAY 128, 60
 CV0141'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF THE
 CV0141'CENTER LINE OF A WIRE GATE AND DIRT ROAD, 1 FOOT SOUTH OF THE SOUTH
 CV0141'RIGHT OF WAY FENCE, 2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 CV0141'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 9
 CV0141'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0584 ***********************************************************************
 CU0584  DESIGNATION -  H 1124
 CU0584  PID         -  CU0584
 CU0584  STATE/COUNTY-  TX/HOWARD
 CU0584  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0584
 CU0584                         *CURRENT SURVEY CONTROL
 CU0584  ___________________________________________________________________
 CU0584* NAD 83(1986)-  32 18 25.     (N)    101 26 17.     (W)     SCALED    
 CU0584* NAVD 88     -       780.369  (meters)    2560.26   (feet)  ADJUSTED  
 CU0584  ___________________________________________________________________
 CU0584  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CU0584  DYNAMIC HT  -         779.299 (meters)    2556.75  (feet)  COMP
 CU0584  MODELED GRAV-     979,242.1   (mgal)                       NAVD 88
 CU0584
 CU0584  VERT ORDER  -  SECOND    CLASS 0
 CU0584
 CU0584.The horizontal coordinates were scaled from a topographic map and have
 CU0584.an estimated accuracy of +/- 6 seconds.
 CU0584
 CU0584.The orthometric height was determined by differential leveling
 CU0584.and adjusted by the National Geodetic Survey in June 1991..
 CU0584
 CU0584.The geoid height was determined by GEOID03.
 CU0584
 CU0584.The dynamic height is computed by dividing the NAVD 88
 CU0584.geopotential number by the normal gravity value computed on the
 CU0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0584.degrees latitude (g = 980.6199 gals.).
 CU0584
 CU0584.The modeled gravity was interpolated from observed gravity values.
 CU0584
 CU0584;                    North         East    Units  Estimated Accuracy
 CU0584;SPC TXNC     - 2,074,870.      323,350.      MT  (+/- 180 meters Scaled)
 CU0584
 CU0584                          SUPERSEDED SURVEY CONTROL
 CU0584
 CU0584  NGVD 29 (??/??/92)  780.097  (m)         2559.37   (f) ADJ UNCH    2 0
 CU0584
 CU0584.Superseded values are not recommended for survey control.
 CU0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0584.See file dsdata.txt to determine how the superseded data were derived.
 CU0584
 CU0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA704770(NAD 83)
 CU0584_MARKER: DB = BENCH MARK DISK
 CU0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0584_SP_SET: MONUMENT
 CU0584_STAMPING: H 1124 1965
 CU0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0584
 CU0584  HISTORY     - Date     Condition        Report By
 CU0584  HISTORY     - 1965     MONUMENTED       CGS
 CU0584  HISTORY     - 1975     GOOD             NGS
 CU0584
 CU0584                          STATION DESCRIPTION
 CU0584
 CU0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CU0584'IN HOWARD COUNTY AIRPORT.
 CU0584'IN THE ADMINISTRATIVE AND HANGAR AREA OF THE AIRPORT, WEST OF RUNWAY
 CU0584'16 - 34 AND NORTH OF RUNWAY 6 - 24, ON THE NORTH SIDE OF THE MAIN
 CU0584'HANGAR WHICH HOUSES ON ITS SOUTH SIDE THE ADMINISTRATIVE OFFICES. 1.5
 CU0584'FT. E OF WITNESS POST PLAQUE ON STEEL POST.  0.6 FT. N OF N SIDE OF
 CU0584'HANGAR.  22.5 FT. W OF W SIDE OF HANGAR DOOR SHELTER.  58.9 FT. E OF
 CU0584'THE NW CORNER OF THE HANGAR.  A STANDARD BENCH MARK DISK, STAMPED H
 CU0584'1124 1965, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 0.3 FT.
 CU0584
 CU0584                          STATION RECOVERY (1975)
 CU0584
 CU0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CU0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0173 ***********************************************************************
 CV0173  DESIGNATION -  H 1125
 CV0173  PID         -  CV0173
 CV0173  STATE/COUNTY-  TX/ANDREWS
 CV0173  USGS QUAD   -  ANDREWS (1970)
 CV0173
 CV0173                         *CURRENT SURVEY CONTROL
 CV0173  ___________________________________________________________________
 CV0173* NAD 83(1986)-  32 19 20.     (N)    102 31 50.     (W)     SCALED    
 CV0173* NAVD 88     -       968.578  (meters)    3177.74   (feet)  POSTED    
 CV0173  ___________________________________________________________________
 CV0173  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CV0173  DYNAMIC HT  -         967.230 (meters)    3173.32  (feet)  COMP
 CV0173  MODELED GRAV-     979,215.5   (mgal)                       NAVD 88
 CV0173
 CV0173  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CV0173
 CV0173.This mark is at Andrews Co (E11) Airport (E11)
 CV0173
 CV0173.The horizontal coordinates were scaled from a topographic map and have
 CV0173.an estimated accuracy of +/- 6 seconds.
 CV0173
 CV0173.The orthometric height was determined by differential leveling
 CV0173.and adjusted by the National Geodetic Survey in 1992..
 CV0173.No vertical observational check was made to the station.
 CV0173.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CV0173.was located on a no-check spur therefore a value was not computed.
 CV0173
 CV0173.The geoid height was determined by GEOID03.
 CV0173
 CV0173.The dynamic height is computed by dividing the NAVD 88
 CV0173.geopotential number by the normal gravity value computed on the
 CV0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0173.degrees latitude (g = 980.6199 gals.).
 CV0173
 CV0173.The modeled gravity was interpolated from observed gravity values.
 CV0173
 CV0173;                    North         East    Units  Estimated Accuracy
 CV0173;SPC TXNC     - 2,079,980.      220,590.      MT  (+/- 180 meters Scaled)
 CV0173
 CV0173                          SUPERSEDED SURVEY CONTROL
 CV0173
 CV0173  NGVD 29 (??/??/92)  968.149  (m)         3176.34   (f) ADJ UNCH    2 0
 CV0173
 CV0173.Superseded values are not recommended for survey control.
 CV0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0173.See file dsdata.txt to determine how the superseded data were derived.
 CV0173
 CV0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR324788(NAD 83)
 CV0173_MARKER: DB = BENCH MARK DISK
 CV0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0173_STAMPING: H 1125 1958
 CV0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0173+STABILITY: SURFACE MOTION
 CV0173
 CV0173  HISTORY     - Date     Condition        Report By
 CV0173  HISTORY     - 1958     MONUMENTED       CGS
 CV0173
 CV0173                          STATION DESCRIPTION
 CV0173
 CV0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0173'1.05 MI E FROM ANDREWS.
 CV0173'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0173'COURTHOUSE AT ANDREWS, THENCE 0.95 MILE NORTHEAST ALONG STATE HIGHWAY
 CV0173'176, AT THE ANDREWS COUNTY AIRFIELD, 55 FEET EAST OF THE CENTER LINE
 CV0173'OF THE SOUTH ENTRANCE OF A HANGAR, 44 FEET SOUTHWEST OF THE EAST
 CV0173'CORNER OF THE MAIN HANGAR, 1 1/2 FEET SOUTHWEST OF THE EAST CORNER OF
 CV0173'AN OFFSET IN THE HANGAR, AND IN THE TOP OF A CONCRETE POST PROJECTING
 CV0173'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0109 ***********************************************************************
 CV0109  DESIGNATION -  H 1126
 CV0109  PID         -  CV0109
 CV0109  STATE/COUNTY-  TX/MARTIN
 CV0109  USGS QUAD   -  BIRD RANCH (1966)
 CV0109
 CV0109                         *CURRENT SURVEY CONTROL
 CV0109  ___________________________________________________________________
 CV0109* NAD 83(1986)-  32 17 20.     (N)    102 09 41.     (W)     SCALED    
 CV0109* NAVD 88     -       884.212  (meters)    2900.95   (feet)  ADJUSTED  
 CV0109  ___________________________________________________________________
 CV0109  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CV0109  DYNAMIC HT  -         882.971 (meters)    2896.88  (feet)  COMP
 CV0109  MODELED GRAV-     979,206.9   (mgal)                       NAVD 88
 CV0109
 CV0109  VERT ORDER  -  SECOND    CLASS 0
 CV0109
 CV0109.The horizontal coordinates were scaled from a topographic map and have
 CV0109.an estimated accuracy of +/- 6 seconds.
 CV0109
 CV0109.The orthometric height was determined by differential leveling
 CV0109.and adjusted by the National Geodetic Survey in June 1991..
 CV0109
 CV0109.The geoid height was determined by GEOID03.
 CV0109
 CV0109.The dynamic height is computed by dividing the NAVD 88
 CV0109.geopotential number by the normal gravity value computed on the
 CV0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0109.degrees latitude (g = 980.6199 gals.).
 CV0109
 CV0109.The modeled gravity was interpolated from observed gravity values.
 CV0109
 CV0109;                    North         East    Units  Estimated Accuracy
 CV0109;SPC TXNC     - 2,075,010.      255,200.      MT  (+/- 180 meters Scaled)
 CV0109
 CV0109                          SUPERSEDED SURVEY CONTROL
 CV0109
 CV0109  NGVD 29 (??/??/92)  883.856  (m)         2899.78   (f) ADJ UNCH    2 0
 CV0109
 CV0109.Superseded values are not recommended for survey control.
 CV0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0109.See file dsdata.txt to determine how the superseded data were derived.
 CV0109
 CV0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR673759(NAD 83)
 CV0109_MARKER: DB = BENCH MARK DISK
 CV0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0109_STAMPING: H 1126 1958
 CV0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0109+STABILITY: SURFACE MOTION
 CV0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CV0109+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2003
 CV0109
 CV0109  HISTORY     - Date     Condition        Report By
 CV0109  HISTORY     - 1958     MONUMENTED       CGS
 CV0109  HISTORY     - 20030103 GOOD             TXDOT
 CV0109
 CV0109                          STATION DESCRIPTION
 CV0109
 CV0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0109'20.65 MI NW FROM MIDLAND.
 CV0109'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0109'MIDLAND, THENCE 20.55 MILES NORTHWEST ALONG STATE HIGHWAY 349, 96 FEET
 CV0109'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE SOUTHEAST
 CV0109'OF A CONCRETE CULVERT, 196 FEET NORTHWEST OF A TEE FENCE CORNER, 1
 CV0109'FOOT NORTHEAST OF THE SOUTHWEST RIGHT OF WAY FENCE, 2 FEET NORTHWEST
 CV0109'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 CV0109'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CV0109
 CV0109                          STATION RECOVERY (2003)
 CV0109
 CV0109'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (JCW)
 CV0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0161 ***********************************************************************
 CV0161  DESIGNATION -  H 1127
 CV0161  PID         -  CV0161
 CV0161  STATE/COUNTY-  TX/ANDREWS
 CV0161  USGS QUAD   -  NORTH COWDEN NW (1968)
 CV0161
 CV0161                         *CURRENT SURVEY CONTROL
 CV0161  ___________________________________________________________________
 CV0161* NAD 83(1986)-  32 14 40.     (N)    102 39 21.     (W)     SCALED    
 CV0161* NAVD 88     -       970.175  (meters)    3182.98   (feet)  ADJUSTED  
 CV0161  ___________________________________________________________________
 CV0161  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CV0161  DYNAMIC HT  -         968.831 (meters)    3178.57  (feet)  COMP
 CV0161  MODELED GRAV-     979,220.2   (mgal)                       NAVD 88
 CV0161
 CV0161  VERT ORDER  -  SECOND    CLASS 0
 CV0161
 CV0161.The horizontal coordinates were scaled from a topographic map and have
 CV0161.an estimated accuracy of +/- 6 seconds.
 CV0161
 CV0161.The orthometric height was determined by differential leveling
 CV0161.and adjusted by the National Geodetic Survey in June 1991..
 CV0161
 CV0161.The geoid height was determined by GEOID03.
 CV0161
 CV0161.The dynamic height is computed by dividing the NAVD 88
 CV0161.geopotential number by the normal gravity value computed on the
 CV0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0161.degrees latitude (g = 980.6199 gals.).
 CV0161
 CV0161.The modeled gravity was interpolated from observed gravity values.
 CV0161
 CV0161;                    North         East    Units  Estimated Accuracy
 CV0161;SPC TXNC     - 2,071,820.      208,460.      MT  (+/- 180 meters Scaled)
 CV0161
 CV0161                          SUPERSEDED SURVEY CONTROL
 CV0161
 CV0161  NGVD 29 (??/??/92)  969.755  (m)         3181.60   (f) ADJ UNCH    2 0
 CV0161
 CV0161.Superseded values are not recommended for survey control.
 CV0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0161.See file dsdata.txt to determine how the superseded data were derived.
 CV0161
 CV0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR208699(NAD 83)
 CV0161_MARKER: DB = BENCH MARK DISK
 CV0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0161_STAMPING: H 1127 1958
 CV0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0161+STABILITY: SURFACE MOTION
 CV0161
 CV0161  HISTORY     - Date     Condition        Report By
 CV0161  HISTORY     - 1958     MONUMENTED       CGS
 CV0161
 CV0161                          STATION DESCRIPTION
 CV0161
 CV0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0161'8.4 MI SW FROM ANDREWS.
 CV0161'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0161'COURTHOUSE AT ANDREWS, THENCE 8.3 MILES SOUTHWEST ALONG STATE HIGHWAY
 CV0161'115, 64 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 70 FEET
 CV0161'SOUTH OF A POWER POLE, 24 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT
 CV0161'ROAD, 14 FEET SOUTHWEST OF THE SOUTHWEST END OF A CATTLE GUARD, 4 FEET
 CV0161'NORTHWEST OF THE NORTHWEST RIGHT OF WAY FENCE, 4 FEET NORTHWEST OF A
 CV0161'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE
 CV0161'TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0723 ***********************************************************************
 CU0723  DESIGNATION -  H 1128 RESET 1971
 CU0723  PID         -  CU0723
 CU0723  STATE/COUNTY-  TX/DAWSON
 CU0723  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0723
 CU0723                         *CURRENT SURVEY CONTROL
 CU0723  ___________________________________________________________________
 CU0723* NAD 83(1986)-  32 43 52.     (N)    101 57 43.     (W)     SCALED    
 CU0723* NAVD 88     -       907.94   (+/-2cm)    2978.8    (feet)  VERTCON   
 CU0723  ___________________________________________________________________
 CU0723  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CU0723
 CU0723  VERT ORDER  -  THIRD (See Below)
 CU0723
 CU0723.The horizontal coordinates were scaled from a topographic map and have
 CU0723.an estimated accuracy of +/- 6 seconds.
 CU0723
 CU0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0723.The vertical order pertains to the NGVD 29 superseded value.
 CU0723
 CU0723.The geoid height was determined by GEOID03.
 CU0723
 CU0723;                    North         East    Units  Estimated Accuracy
 CU0723;SPC TXNC     - 2,123,380.      275,590.      MT  (+/- 180 meters Scaled)
 CU0723
 CU0723                          SUPERSEDED SURVEY CONTROL
 CU0723
 CU0723  NGVD 29 (01/29/03)  907.61   (m)         2977.7    (f) RESET       3  
 CU0723
 CU0723.Superseded values are not recommended for survey control.
 CU0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0723.See file dsdata.txt to determine how the superseded data were derived.
 CU0723
 CU0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB224253(NAD 83)
 CU0723_MARKER: DB = BENCH MARK DISK
 CU0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0723_SP_SET: RETAINING WALL
 CU0723_STAMPING: H 1128 RESET 1971
 CU0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0723
 CU0723  HISTORY     - Date     Condition        Report By
 CU0723  HISTORY     - 1971     MONUMENTED       NGS
 CU0723
 CU0723                          STATION DESCRIPTION
 CU0723
 CU0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CU0723'IN LAMESA.
 CU0723'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CU0723'AT LAMESA, SET IN THE TOP OF THE CONCRETE RETAINING WALL OF A
 CU0723'STAIRWELL AT THE NORTHEAST CORNER OF THE NEW JR. HIGH SCHOOL BUILDING,
 CU0723'106 FEET SOUTH OF THE SOUTH CURB OF NORTH 2ND STREET, 16 FEET EAST OF
 CU0723'THE NORTHEAST CORNER OF THE BUILDING, 2.1 FEET SOUTH OF THE NORTHEAST
 CU0723'CORNER OF THE STAIRWELL.  AND 0.6 FEET ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0154 ***********************************************************************
 CD0154  DESIGNATION -  H 1129
 CD0154  PID         -  CD0154
 CD0154  STATE/COUNTY-  TX/REEVES
 CD0154  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0154
 CD0154                         *CURRENT SURVEY CONTROL
 CD0154  ___________________________________________________________________
 CD0154* NAD 83(1986)-  31 04 28.     (N)    104 00 42.     (W)     SCALED    
 CD0154* NAVD 88     -      1202.313  (meters)    3944.59   (feet)  POSTED    
 CD0154  ___________________________________________________________________
 CD0154  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 CD0154  DYNAMIC HT  -        1200.470 (meters)    3938.54  (feet)  COMP
 CD0154  MODELED GRAV-     979,063.3   (mgal)                       NAVD 88
 CD0154
 CD0154  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0154
 CD0154.The horizontal coordinates were scaled from a topographic map and have
 CD0154.an estimated accuracy of +/- 6 seconds.
 CD0154
 CD0154.The orthometric height was determined by differential leveling
 CD0154.and adjusted by the National Geodetic Survey in 1992..
 CD0154.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0154.rate of 0.0 thru 1.0 mm/km.
 CD0154
 CD0154.The geoid height was determined by GEOID03.
 CD0154
 CD0154.The dynamic height is computed by dividing the NAVD 88
 CD0154.geopotential number by the normal gravity value computed on the
 CD0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0154.degrees latitude (g = 980.6199 gals.).
 CD0154
 CD0154.The modeled gravity was interpolated from observed gravity values.
 CD0154
 CD0154;                    North         East    Units  Estimated Accuracy
 CD0154;SPC TX C     - 3,161,860.      349,080.      MT  (+/- 180 meters Scaled)
 CD0154
 CD0154                          SUPERSEDED SURVEY CONTROL
 CD0154
 CD0154  NGVD 29 (??/??/92) 1201.868  (m)         3943.13   (f) ADJ UNCH    2 0
 CD0154
 CD0154.Superseded values are not recommended for survey control.
 CD0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0154.See file dsdata.txt to determine how the superseded data were derived.
 CD0154
 CD0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ942382(NAD 83)
 CD0154_MARKER: DB = BENCH MARK DISK
 CD0154_SETTING: 66 = SET IN ROCK OUTCROP
 CD0154_SP_SET: ROCK OUTCROP
 CD0154_STAMPING: H 1129 1958
 CD0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0154+STABILITY: POSITION/ELEVATION WELL
 CD0154
 CD0154  HISTORY     - Date     Condition        Report By
 CD0154  HISTORY     - 1958     MONUMENTED       CGS
 CD0154
 CD0154                          STATION DESCRIPTION
 CD0154
 CD0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0154'13.15 MI SE FROM KENT.
 CD0154'ABOUT 3.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0154'STATION AT KENT, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, THENCE 6.8
 CD0154'MILES EAST ALONG U.S. HIGHWAY 80, THENCE 2.85 MILES SOUTHEAST ALONG
 CD0154'U.S. HIGHWAY 290, IN THE TOP OF THE EAST SIDE OF A ROCK OUTCROP WHICH
 CD0154'PROJECTS 1 FOOT ON THE EAST SIDE, 148 FEET SOUTH OF THE CENTER LINE OF
 CD0154'THE HIGHWAY, 48 FEET SOUTH OF A FENCE, 25 FEET WEST OF THE CENTER LINE
 CD0154'OF A ROCKY DRAW, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0553 ***********************************************************************
 DO0553  DESIGNATION -  H 113
 DO0553  PID         -  DO0553
 DO0553  STATE/COUNTY-  TX/KNOX
 DO0553  USGS QUAD   -  TRUSCOTT SOUTH (1966)
 DO0553
 DO0553                         *CURRENT SURVEY CONTROL
 DO0553  ___________________________________________________________________
 DO0553* NAD 83(1986)-  33 42 07.     (N)    099 48 36.     (W)     SCALED    
 DO0553* NAVD 88     -       452.992  (meters)    1486.19   (feet)  ADJUSTED  
 DO0553  ___________________________________________________________________
 DO0553  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DO0553  DYNAMIC HT  -         452.463 (meters)    1484.46  (feet)  COMP
 DO0553  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 DO0553
 DO0553  VERT ORDER  -  FIRST     CLASS II
 DO0553
 DO0553.The horizontal coordinates were scaled from a topographic map and have
 DO0553.an estimated accuracy of +/- 6 seconds.
 DO0553
 DO0553.The orthometric height was determined by differential leveling
 DO0553.and adjusted by the National Geodetic Survey in June 1991..
 DO0553
 DO0553.The geoid height was determined by GEOID03.
 DO0553
 DO0553.The dynamic height is computed by dividing the NAVD 88
 DO0553.geopotential number by the normal gravity value computed on the
 DO0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0553.degrees latitude (g = 980.6199 gals.).
 DO0553
 DO0553.The modeled gravity was interpolated from observed gravity values.
 DO0553
 DO0553;                    North         East    Units  Estimated Accuracy
 DO0553;SPC TXNC     - 2,226,460.      478,570.      MT  (+/- 180 meters Scaled)
 DO0553
 DO0553                          SUPERSEDED SURVEY CONTROL
 DO0553
 DO0553  NGVD 29 (??/??/92)  452.836  (m)         1485.68   (f) ADJ UNCH    1 2
 DO0553
 DO0553.Superseded values are not recommended for survey control.
 DO0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0553.See file dsdata.txt to determine how the superseded data were derived.
 DO0553
 DO0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC249294(NAD 83)
 DO0553_MARKER: DB = BENCH MARK DISK
 DO0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0553_STAMPING: 1485.679 H 113 1933
 DO0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0553+STABILITY: SURFACE MOTION
 DO0553
 DO0553  HISTORY     - Date     Condition        Report By
 DO0553  HISTORY     - 1933     MONUMENTED       CGS
 DO0553  HISTORY     - 1958     GOOD             NGS
 DO0553
 DO0553                          STATION DESCRIPTION
 DO0553
 DO0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0553'3.9 MI S FROM TRUSCOTT.
 DO0553'3.9 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0553'TRUSCOTT, KNOX COUNTY, 0.2 MILE SOUTH OF MILEPOST 542, 0.2 MILE NORTH
 DO0553'OF A BRIDGE, AND 36 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 DO0553'STANDARD DISK, STAMPED 1485.679 H 113 1933 AND SET IN THE TOP OF A
 DO0553'CONCRETE POST.  NOTE-- IT IS ABOUT 0.05 MILE NORTH OF A CULVERT AND 50
 DO0553'FEET NORTH OF A T-FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0380 ***********************************************************************
 EN0380  DESIGNATION -  H 1131
 EN0380  PID         -  EN0380
 EN0380  STATE/COUNTY-  TX/RANDALL
 EN0380  USGS QUAD   -  CANYON (1984)
 EN0380
 EN0380                         *CURRENT SURVEY CONTROL
 EN0380  ___________________________________________________________________
 EN0380* NAD 83(1986)-  34 58 57.     (N)    101 56 49.     (W)     SCALED    
 EN0380* NAVD 88     -      1092.557  (meters)    3584.50   (feet)  ADJUSTED  
 EN0380  ___________________________________________________________________
 EN0380  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 EN0380  DYNAMIC HT  -        1091.231 (meters)    3580.15  (feet)  COMP
 EN0380  MODELED GRAV-     979,383.6   (mgal)                       NAVD 88
 EN0380
 EN0380  VERT ORDER  -  FIRST     CLASS II
 EN0380
 EN0380.The horizontal coordinates were scaled from a topographic map and have
 EN0380.an estimated accuracy of +/- 6 seconds.
 EN0380
 EN0380.The orthometric height was determined by differential leveling
 EN0380.and adjusted by the National Geodetic Survey in June 1991..
 EN0380
 EN0380.The geoid height was determined by GEOID03.
 EN0380
 EN0380.The dynamic height is computed by dividing the NAVD 88
 EN0380.geopotential number by the normal gravity value computed on the
 EN0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0380.degrees latitude (g = 980.6199 gals.).
 EN0380
 EN0380.The modeled gravity was interpolated from observed gravity values.
 EN0380
 EN0380;                    North         East    Units  Estimated Accuracy
 EN0380;SPC TX N     - 1,109,090.      159,190.      MT  (+/- 180 meters Scaled)
 EN0380
 EN0380                          SUPERSEDED SURVEY CONTROL
 EN0380
 EN0380  NGVD 29 (??/??/92) 1092.090  (m)         3582.97   (f) ADJ UNCH    1 2
 EN0380
 EN0380.Superseded values are not recommended for survey control.
 EN0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0380.See file dsdata.txt to determine how the superseded data were derived.
 EN0380
 EN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD309750(NAD 83)
 EN0380_MARKER: DB = BENCH MARK DISK
 EN0380_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EN0380_STAMPING: H 1131 1958
 EN0380_MARK LOGO: CGS   
 EN0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0380+STABILITY: POSITION/ELEVATION WELL
 EN0380
 EN0380  HISTORY     - Date     Condition        Report By
 EN0380  HISTORY     - 1958     MONUMENTED       CGS
 EN0380  HISTORY     - 1984     GOOD             NGS
 EN0380
 EN0380                          STATION DESCRIPTION
 EN0380
 EN0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EN0380'0.6 MI W FROM CANYON.
 EN0380'ABOUT 0.6 MILE WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EN0380'STATION AT CANYON, 1 1/2 TELEPHONE POLES WEST OF MILE POST 572, SET
 EN0380'VERTICALLY IN THE SOUTH FACE OF THE CENTER CONCRETE BIN OF THE THREE
 EN0380'MOST SOUTHERLY ONE OF THE CONSUMERS FUEL AND ELEVATOR COMPANY, 48 FEET
 EN0380'NORTH OF THE NEAR RAIL OF THE MAIN TRACK, AND ABOUT 2 1/2 FEET ABOVE
 EN0380'THE GROUND.
 EN0380
 EN0380                          STATION RECOVERY (1984)
 EN0380
 EN0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0471 ***********************************************************************
 AV0471  DESIGNATION -  H 1135
 AV0471  PID         -  AV0471
 AV0471  STATE/COUNTY-  TX/JEFFERSON
 AV0471  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0471
 AV0471                         *CURRENT SURVEY CONTROL
 AV0471  ___________________________________________________________________
 AV0471* NAD 83(1986)-  29 51 35.     (N)    093 58 31.     (W)     SCALED    
 AV0471* NAVD 88     -         2.82   (+/-2cm)       9.3    (feet)  VERTCON   
 AV0471  ___________________________________________________________________
 AV0471  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AV0471
 AV0471  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0471
 AV0471.The horizontal coordinates were scaled from a topographic map and have
 AV0471.an estimated accuracy of +/- 6 seconds.
 AV0471
 AV0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0471.The vertical order pertains to the NGVD 29 superseded value.
 AV0471
 AV0471.The geoid height was determined by GEOID03.
 AV0471
 AV0471;                    North         East    Units  Estimated Accuracy
 AV0471;SPC TXSC     - 4,235,010.    1,085,300.      MT  (+/- 180 meters Scaled)
 AV0471
 AV0471                          SUPERSEDED SURVEY CONTROL
 AV0471
 AV0471  NGVD 29 (??/??/??)    2.808  (m)            9.21   (f) ADJUSTED    1 2
 AV0471
 AV0471.Superseded values are not recommended for survey control.
 AV0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0471.See file dsdata.txt to determine how the superseded data were derived.
 AV0471
 AV0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP058036(NAD 83)
 AV0471_MARKER: DB = BENCH MARK DISK
 AV0471_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AV0471_SP_SET: 48 FEET
 AV0471_STAMPING: H 1135 1958
 AV0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0471
 AV0471  HISTORY     - Date     Condition        Report By
 AV0471  HISTORY     - 1958     MONUMENTED       CGS
 AV0471  HISTORY     - 1959     GOOD             CGS
 AV0471  HISTORY     - 1987     GOOD             USPSQD
 AV0471  HISTORY     - 1989     POOR             USPSQD
 AV0471  HISTORY     - 19970205 GOOD             USPSQD
 AV0471  HISTORY     - 20010331 GOOD             NGS
 AV0471  HISTORY     - 20020128 GOOD             NGS
 AV0471  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0471
 AV0471                          STATION DESCRIPTION
 AV0471
 AV0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0471'0.6 MI NW FROM WEST PORT ARTHUR.
 AV0471'ABOUT 0.6 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AV0471'THE STATION AT WEST PORT ARTHUR, 9 POLES SOUTHEAST OF MILEPOST 13, 43
 AV0471'1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 17 FEET
 AV0471'NORTHWEST OF THE CENTER LINE OF GULF REFINING COMPANY GATE NO. 76, 1
 AV0471'FOOT SOUTHWEST OF A FENCE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST,
 AV0471'ABOUT LEVEL WITH THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER
 AV0471'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A
 AV0471'6-INCH TILE PROJECTING 4 INCHES.
 AV0471
 AV0471                          STATION RECOVERY (1987)
 AV0471
 AV0471'RECOVERY NOTE BY US POWER SQUADRON 1987 (DLL)
 AV0471'RECOVERED IN GOOD CONDITION.
 AV0471
 AV0471                          STATION RECOVERY (1989)
 AV0471
 AV0471'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0471'MARK RECOVERED IN POOR CONDITION.
 AV0471
 AV0471                          STATION RECOVERY (1997)
 AV0471
 AV0471'RECOVERY NOTE BY US POWER SQUADRON 1997
 AV0471'RECOVERED IN GOOD CONDITION.
 AV0471
 AV0471                          STATION RECOVERY (2001)
 AV0471
 AV0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0471'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0471
 AV0471                          STATION RECOVERY (2002)
 AV0471
 AV0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AV0471'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0471
 AV0471                          STATION RECOVERY (2002)
 AV0471
 AV0471'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1448 ***********************************************************************
 AW1448  DESIGNATION -  H 1136
 AW1448  PID         -  AW1448
 AW1448  STATE/COUNTY-  TX/CHAMBERS
 AW1448  USGS QUAD   -  OAK ISLAND (1994)
 AW1448
 AW1448                         *CURRENT SURVEY CONTROL
 AW1448  ___________________________________________________________________
 AW1448* NAD 83(1986)-  29 40 54.     (N)    094 38 20.     (W)     SCALED    
 AW1448* NAVD 88     -         3.96   (+/-2cm)      13.0    (feet)  VERTCON   
 AW1448  ___________________________________________________________________
 AW1448  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1448
 AW1448  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1448
 AW1448.The horizontal coordinates were scaled from a topographic map and have
 AW1448.an estimated accuracy of +/- 6 seconds.
 AW1448
 AW1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1448.The vertical order pertains to the NGVD 29 superseded value.
 AW1448
 AW1448.The geoid height was determined by GEOID03.
 AW1448
 AW1448;                    North         East    Units  Estimated Accuracy
 AW1448;SPC TXSC     - 4,212,710.    1,021,980.      MT  (+/- 180 meters Scaled)
 AW1448
 AW1448                          SUPERSEDED SURVEY CONTROL
 AW1448
 AW1448  NGVD 29 (??/??/92)    3.962  (m)           13.00   (f) ADJ UNCH    1 2
 AW1448
 AW1448.Superseded values are not recommended for survey control.
 AW1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1448.See file dsdata.txt to determine how the superseded data were derived.
 AW1448
 AW1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN414846(NAD 83)
 AW1448_MARKER: DB = BENCH MARK DISK
 AW1448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1448_SP_SET: BUILDING
 AW1448_STAMPING: H 1136 1958
 AW1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1448
 AW1448  HISTORY     - Date     Condition        Report By
 AW1448  HISTORY     - 1958     MONUMENTED       CGS
 AW1448  HISTORY     - 1973     GOOD             NGS
 AW1448  HISTORY     - 1978     GOOD             NGS
 AW1448  HISTORY     - 1990     GOOD             USPSQD
 AW1448  HISTORY     - 19960923 GOOD             USPSQD
 AW1448  HISTORY     - 20010331 GOOD             NGS
 AW1448  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW1448  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 AW1448
 AW1448                          STATION DESCRIPTION
 AW1448
 AW1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1448'9.0 MI SE FROM ANAHUAC.
 AW1448'ABOUT 6.8 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION OF STATE
 AW1448'HIGHWAY 61 AT ANAHUAC, THENCE 2.2 MILES EAST ALONG A PAVED ROAD, AT
 AW1448'THE OLD DOUBLE BAYOU SCHOOL BLDG, ABOUT 0.2 MILE SOUTHEAST OF THE
 AW1448'NEWER AND LARGER DOUBLE BAYOU SCHOOL BLDG, 102 FEET NORTHWEST OF THE
 AW1448'CENTER LINE OF THE ROAD, 79 FEET EAST OF THE CENTER OF THE SOUTH
 AW1448'ENTRANCE TO BUILDING, 63.3 FEET WEST OF THE SOUTHEAST CORNER OF THE
 AW1448'BUILDING, SET VERTICALLY IN THE SOUTH BRICK FACE OF THE BUILDING AND
 AW1448'2.4 FEET, ABOUT THE LEVEL OF THE GROUND.
 AW1448
 AW1448                          STATION RECOVERY (1978)
 AW1448
 AW1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1448'RECOVERED IN GOOD CONDITION.
 AW1448
 AW1448                          STATION RECOVERY (1990)
 AW1448
 AW1448'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1448'RECOVERED IN GOOD CONDITION.
 AW1448
 AW1448                          STATION RECOVERY (1996)
 AW1448
 AW1448'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1448'RECOVERED IN GOOD CONDITION.
 AW1448
 AW1448                          STATION RECOVERY (2001)
 AW1448
 AW1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1448'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1448
 AW1448                          STATION RECOVERY (2004)
 AW1448
 AW1448'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1448'MARK NOT FOUND.
 AW1448
 AW1448                          STATION RECOVERY (2005)
 AW1448
 AW1448'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2622 ***********************************************************************
 AW2622  DESIGNATION -  H 1137
 AW2622  PID         -  AW2622
 AW2622  STATE/COUNTY-  TX/GALVESTON
 AW2622  USGS QUAD   -  
 AW2622
 AW2622                         *CURRENT SURVEY CONTROL
 AW2622  ___________________________________________________________________
 AW2622* NAD 83(1986)-  29 14 38.     (N)    094 51 55.     (W)     SCALED    
 AW2622* NAVD 88     -         1.72   (+/-2cm)       5.6    (feet)  VERTCON   
 AW2622  ___________________________________________________________________
 AW2622  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW2622
 AW2622  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2622
 AW2622.The horizontal coordinates were scaled from a topographic map and have
 AW2622.an estimated accuracy of +/- 6 seconds.
 AW2622
 AW2622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2622.The vertical order pertains to the NGVD 29 superseded value.
 AW2622
 AW2622.The geoid height was determined by GEOID03.
 AW2622
 AW2622;                    North         East    Units  Estimated Accuracy
 AW2622;SPC TXSC     - 4,163,430.    1,001,800.      MT  (+/- 180 meters Scaled)
 AW2622
 AW2622                          SUPERSEDED SURVEY CONTROL
 AW2622
 AW2622  NGVD 29 (??/??/92)    1.716  (m)            5.63   (f) ADJ UNCH    1 2
 AW2622
 AW2622.Superseded values are not recommended for survey control.
 AW2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2622.See file dsdata.txt to determine how the superseded data were derived.
 AW2622
 AW2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN187364(NAD 83)
 AW2622_MARKER: DB = BENCH MARK DISK
 AW2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2622_STAMPING: H 1137 1958
 AW2622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2622+STABILITY: SURFACE MOTION
 AW2622
 AW2622  HISTORY     - Date     Condition        Report By
 AW2622  HISTORY     - 1958     MONUMENTED       CGS
 AW2622  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AW2622  HISTORY     - 20041122 MARK NOT FOUND   USPSQD
 AW2622
 AW2622                          STATION DESCRIPTION
 AW2622
 AW2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW2622'5.45 MI SW FROM GALVESTON.
 AW2622'ABOUT 3.7 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE BUCCANEER
 AW2622'HOTEL AT GALVESTON, THENCE ABOUT 1.75 MILES SOUTHWEST ALONG THE BEACH,
 AW2622'226 FEET EAST-NORTHEAST OF A CONCRETE CITY LIMITS MARKER POST, 150
 AW2622'FEET NORTHEAST OF THE NORTH CORNER OF A BEACH HOUSE, IN LINE WITH A
 AW2622'ROW OF POLES, 5 1/2 FEET SOUTHWEST OF A POWER POLE, IN THE NORTHWEST
 AW2622'EDGE OF THE HIGH WATER LINE, 2 FEET NORTHWEST OF A METAL WITNESS POST,
 AW2622'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 AW2622
 AW2622                          STATION RECOVERY (1995)
 AW2622
 AW2622'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2622'MARK NOT FOUND.
 AW2622
 AW2622                          STATION RECOVERY (2004)
 AW2622
 AW2622'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0654 ***********************************************************************
 AW0654  DESIGNATION -  H 1137 RESET 1960
 AW0654  PID         -  AW0654
 AW0654  STATE/COUNTY-  TX/GALVESTON
 AW0654  USGS QUAD   -  
 AW0654
 AW0654                         *CURRENT SURVEY CONTROL
 AW0654  ___________________________________________________________________
 AW0654* NAD 83(1986)-  29 14 37.     (N)    094 51 55.     (W)     SCALED    
 AW0654* NAVD 88     -         2.12   (+/-2cm)       7.0    (feet)  VERTCON   
 AW0654  ___________________________________________________________________
 AW0654  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0654
 AW0654  VERT ORDER  -  THIRD (See Below)
 AW0654
 AW0654.The horizontal coordinates were scaled from a topographic map and have
 AW0654.an estimated accuracy of +/- 6 seconds.
 AW0654
 AW0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0654.The vertical order pertains to the NGVD 29 superseded value.
 AW0654
 AW0654.The geoid height was determined by GEOID03.
 AW0654
 AW0654;                    North         East    Units  Estimated Accuracy
 AW0654;SPC TXSC     - 4,163,400.    1,001,800.      MT  (+/- 180 meters Scaled)
 AW0654
 AW0654                          SUPERSEDED SURVEY CONTROL
 AW0654
 AW0654  NGVD 29 (??/??/??)    2.12   (m)            7.0    (f) RESET       3  
 AW0654
 AW0654.Superseded values are not recommended for survey control.
 AW0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0654.See file dsdata.txt to determine how the superseded data were derived.
 AW0654
 AW0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN187364(NAD 83)
 AW0654_MARKER: DD = SURVEY DISK
 AW0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0654_STAMPING: H 1137 RESET 1960
 AW0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0654+STABILITY: SURFACE MOTION
 AW0654
 AW0654  HISTORY     - Date     Condition        Report By
 AW0654  HISTORY     - 1960     MONUMENTED       USE
 AW0654  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0654  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0654  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AW0654  HISTORY     - 20041122 MARK NOT FOUND   USPSQD
 AW0654
 AW0654                          STATION DESCRIPTION
 AW0654
 AW0654'DESCRIBED BY US ENGINEERS 1960
 AW0654'5.45 MI SW FROM GALVESTON.
 AW0654'THE MARK IS LOCATED ABOUT 5.45 MILES SOUTHWEST ALONG THE SEAWALL
 AW0654'BOULEVARD FROM THE BUCCANEER HOTEL AT GALVESTON, 226 FEET NORTHEAST OF
 AW0654'A CONCRETE CITY LIMITS MARKER POST, 253 FEET NORTH OF THE CENTERLINE
 AW0654'OF THE GALVESTON SEAWALL.  THIS LOCATION IS ON THE NORTH LINE OF THE
 AW0654'SEAWALL RIGHT-OF-WAY LINE AT STATION 149+76, 2 FEET SOUTHWEST OF A
 AW0654'METAL WITNESS POST AND IN THE TOP OF A CONCRETE POST PROJECTING 9
 AW0654'INCHES.
 AW0654
 AW0654                          STATION RECOVERY (1964)
 AW0654
 AW0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0654'MARK NOT FOUND.
 AW0654
 AW0654                          STATION RECOVERY (1978)
 AW0654
 AW0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0654'NOT RECOVERED IN 1964, NOT RECOVERED THIS DATE.
 AW0654
 AW0654                          STATION RECOVERY (1987)
 AW0654
 AW0654'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0654'MARK NOT FOUND.
 AW0654
 AW0654                          STATION RECOVERY (1995)
 AW0654
 AW0654'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0654'MARK NOT FOUND.
 AW0654
 AW0654                          STATION RECOVERY (2004)
 AW0654
 AW0654'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0504 ***********************************************************************
 AW0504  DESIGNATION -  H 1138
 AW0504  PID         -  AW0504
 AW0504  STATE/COUNTY-  TX/GALVESTON
 AW0504  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0504
 AW0504                         *CURRENT SURVEY CONTROL
 AW0504  ___________________________________________________________________
 AW0504* NAD 83(1986)-  29 19 48.     (N)    094 58 01.     (W)     SCALED    
 AW0504* NAVD 88     -         2.75   (+/-2cm)       9.0    (feet)  VERTCON   
 AW0504  ___________________________________________________________________
 AW0504  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW0504
 AW0504  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0504
 AW0504.The horizontal coordinates were scaled from a topographic map and have
 AW0504.an estimated accuracy of +/- 6 seconds.
 AW0504
 AW0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0504.The vertical order pertains to the NGVD 29 superseded value.
 AW0504
 AW0504.The geoid height was determined by GEOID03.
 AW0504
 AW0504;                    North         East    Units  Estimated Accuracy
 AW0504;SPC TXSC     - 4,172,620.      991,590.      MT  (+/- 180 meters Scaled)
 AW0504
 AW0504                          SUPERSEDED SURVEY CONTROL
 AW0504
 AW0504  NGVD 29 (??/??/92)    2.749  (m)            9.02   (f) ADJ UNCH    1 1
 AW0504
 AW0504.Superseded values are not recommended for survey control.
 AW0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0504.See file dsdata.txt to determine how the superseded data were derived.
 AW0504
 AW0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN090461(NAD 83)
 AW0504_MARKER: DB = BENCH MARK DISK
 AW0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0504_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0504_STAMPING: H 1138 1958
 AW0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0504
 AW0504  HISTORY     - Date     Condition        Report By
 AW0504  HISTORY     - 1958     MONUMENTED       CGS
 AW0504  HISTORY     - 1973     GOOD             NGS
 AW0504  HISTORY     - 1978     POOR             NGS
 AW0504  HISTORY     - 19990306 GOOD             USPSQD
 AW0504
 AW0504                          STATION DESCRIPTION
 AW0504
 AW0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0504'3.4 MI E FROM HITCHCOCK.
 AW0504'3.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0504'THE STATION AT HITCHCOCK, AT THE Y JUNCTION OF TEXAS CITY TERMINAL
 AW0504'RAILROAD, 9 POLES EAST OF MILEPOST 11, 28.1 FEET NORTH OF THE NORTH
 AW0504'RAIL, 51.1 FEET EAST-NORTHEAST OF BENCH MARK Z 456, 15.0 FEET
 AW0504'WEST-NORTHWEST OF THE WEST POST SUPPORTING TEXAS CITY JUNCTION SIGN,
 AW0504'ABOUT 3 FEET LOWER THAN THE TRACK, AND ON THE TOP OF AN IRON PIPE
 AW0504'PROJECTING 1.4 FEET ABOVE THE GROUND.
 AW0504
 AW0504                          STATION RECOVERY (1978)
 AW0504
 AW0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0504'SEARCHED FOR, FOUND LOOSE IN THE GROUND, UNFIT FOR ELEVATIONS.
 AW0504
 AW0504                          STATION RECOVERY (1999)
 AW0504
 AW0504'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2548 ***********************************************************************
 AW2548  DESIGNATION -  H 1139
 AW2548  PID         -  AW2548
 AW2548  STATE/COUNTY-  TX/CHAMBERS
 AW2548  USGS QUAD   -  STOWELL (1993)
 AW2548
 AW2548                         *CURRENT SURVEY CONTROL
 AW2548  ___________________________________________________________________
 AW2548* NAD 83(1986)-  29 46 14.     (N)    094 29 56.     (W)     SCALED    
 AW2548* NAVD 88     -         7.02   (+/-2cm)      23.0    (feet)  VERTCON   
 AW2548  ___________________________________________________________________
 AW2548  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2548
 AW2548  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2548
 AW2548.The horizontal coordinates were scaled from a topographic map and have
 AW2548.an estimated accuracy of +/- 6 seconds.
 AW2548
 AW2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2548.The vertical order pertains to the NGVD 29 superseded value.
 AW2548
 AW2548.The geoid height was determined by GEOID03.
 AW2548
 AW2548;                    North         East    Units  Estimated Accuracy
 AW2548;SPC TXSC     - 4,223,070.    1,035,140.      MT  (+/- 180 meters Scaled)
 AW2548
 AW2548                          SUPERSEDED SURVEY CONTROL
 AW2548
 AW2548  NGVD 29 (??/??/92)    7.021  (m)           23.03   (f) ADJ UNCH    1 2
 AW2548
 AW2548.Superseded values are not recommended for survey control.
 AW2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2548.See file dsdata.txt to determine how the superseded data were derived.
 AW2548
 AW2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN550943(NAD 83)
 AW2548_MARKER: DB = BENCH MARK DISK
 AW2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2548_STAMPING: H 1139 1959
 AW2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2548+STABILITY: SURFACE MOTION
 AW2548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2548+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 AW2548
 AW2548  HISTORY     - Date     Condition        Report By
 AW2548  HISTORY     - 1959     MONUMENTED       CGS
 AW2548  HISTORY     - 19890402 POOR             USPSQD
 AW2548  HISTORY     - 19950803 GOOD             USPSQD
 AW2548  HISTORY     - 19960913 POOR             USPSQD
 AW2548  HISTORY     - 20010331 POOR             NGS
 AW2548  HISTORY     - 20030211 GOOD             USPSQD
 AW2548  HISTORY     - 20040310 GOOD             USPSQD
 AW2548  HISTORY     - 20050311 MARK NOT FOUND   USPSQD
 AW2548
 AW2548                          STATION DESCRIPTION
 AW2548
 AW2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2548'6.9 MI E FROM MONROE CITY.
 AW2548'ABOUT 5.45 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POST OFFICE AT
 AW2548'MONROE CITY, THENCE ABOUT 1.45 MILES SOUTH ALONG FARM ROAD 1941, 122
 AW2548'FEET WEST OF THE CENTER LINE OF THE ROAD, 88 FEET SOUTHEAST OF THE
 AW2548'SOUTHEAST CORNER OF THE MOST NORTHERLY ONE OF 2 FARM HOUSES, 39 FEET
 AW2548'SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 83 FEET WEST OF A
 AW2548'FENCE, 1 FOOT NORTH OF AN EAST-WEST FENCE, ABOUT LEVEL WITH THE ROAD,
 AW2548'AND IN THE TOP OF A CONCRETE POST PROJECING 5 INCHES.
 AW2548
 AW2548                          STATION RECOVERY (1989)
 AW2548
 AW2548'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2548'MARK RECOVERED IN POOR CONDITION.
 AW2548
 AW2548                          STATION RECOVERY (1995)
 AW2548
 AW2548'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2548'RECOVERED IN GOOD CONDITION.
 AW2548
 AW2548                          STATION RECOVERY (1996)
 AW2548
 AW2548'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2548'MARK RECOVERED IN POOR CONDITION.
 AW2548
 AW2548                          STATION RECOVERY (2001)
 AW2548
 AW2548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2548'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2548
 AW2548                          STATION RECOVERY (2003)
 AW2548
 AW2548'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2548'RECOVERED IN GOOD CONDITION.
 AW2548
 AW2548                          STATION RECOVERY (2004)
 AW2548
 AW2548'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2548'RECOVERED IN GOOD CONDITION.
 AW2548
 AW2548                          STATION RECOVERY (2005)
 AW2548
 AW2548'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3157 ***********************************************************************
 AW3157  DESIGNATION -  H 1140
 AW3157  PID         -  AW3157
 AW3157  STATE/COUNTY-  TX/LIBERTY
 AW3157  USGS QUAD   -  WHITES BAYOU (1994)
 AW3157
 AW3157                         *CURRENT SURVEY CONTROL
 AW3157  ___________________________________________________________________
 AW3157* NAD 83(1986)-  29 57 56.     (N)    094 32 37.     (W)     SCALED    
 AW3157* NAVD 88     -        13.46   (+/-2cm)      44.2    (feet)  VERTCON   
 AW3157  ___________________________________________________________________
 AW3157  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3157
 AW3157  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3157
 AW3157.The horizontal coordinates were scaled from a topographic map and have
 AW3157.an estimated accuracy of +/- 6 seconds.
 AW3157
 AW3157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3157.The vertical order pertains to the NGVD 29 superseded value.
 AW3157
 AW3157.The geoid height was determined by GEOID03.
 AW3157
 AW3157;                    North         East    Units  Estimated Accuracy
 AW3157;SPC TX C     - 3,047,680.    1,258,590.      MT  (+/- 180 meters Scaled)
 AW3157
 AW3157                          SUPERSEDED SURVEY CONTROL
 AW3157
 AW3157  NGVD 29 (??/??/92)   13.460  (m)           44.16   (f) ADJ UNCH    1 2
 AW3157
 AW3157.Superseded values are not recommended for survey control.
 AW3157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3157.See file dsdata.txt to determine how the superseded data were derived.
 AW3157
 AW3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP510159(NAD 83)
 AW3157_MARKER: DB = BENCH MARK DISK
 AW3157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3157_STAMPING: H 1140 1959
 AW3157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3157+STABILITY: SURFACE MOTION
 AW3157
 AW3157  HISTORY     - Date     Condition        Report By
 AW3157  HISTORY     - 1959     MONUMENTED       CGS
 AW3157
 AW3157                          STATION DESCRIPTION
 AW3157
 AW3157'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3157'6.5 MI SW FROM FELICIA.
 AW3157'ABOUT 0.1 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE D. H. WILLIS RICE
 AW3157'DRIER MILL AT FELICIA, THENCE ABOUT 1.5 MILES SOUTH ALONG FARM ROAD
 AW3157'1009, THENCE ABOUT 2.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 AW3157'ABOUT 2.85 MILES SOUTH ALONG A GRADED DIRT ROAD, 48 FEET WEST OF THE
 AW3157'CENTER LINE OF THE ROAD, 103 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AW3157'A WOODEN BRIDGE OVER A CANAL, 9 1/2 FEET SOUTH OF A SMALL GAS LINE, 12
 AW3157'FEET NORTH OF THE CENTER LINE OF A WIRE GATE, 1 FOOT EAST OF A FENCE,
 AW3157'9 FEET NORTHWEST OF THE NORTHWEST CORNER OF METAL CATTLE GUARD, 1.0
 AW3157'FOOT WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AW3157'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0097 ***********************************************************************
 AH0097  DESIGNATION -  H 1141
 AH0097  PID         -  AH0097
 AH0097  STATE/COUNTY-  TX/SAN PATRICIO
 AH0097  USGS QUAD   -  GREGORY (1975)
 AH0097
 AH0097                         *CURRENT SURVEY CONTROL
 AH0097  ___________________________________________________________________
 AH0097* NAD 83(1986)-  27 54 46.     (N)    097 17 48.     (W)     SCALED    
 AH0097* NAVD 88     -         9.214  (meters)      30.23   (feet)  ADJUSTED  
 AH0097  ___________________________________________________________________
 AH0097  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AH0097  DYNAMIC HT  -           9.200 (meters)      30.18  (feet)  COMP
 AH0097  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 AH0097
 AH0097  VERT ORDER  -  FIRST     CLASS I
 AH0097
 AH0097.The horizontal coordinates were scaled from a topographic map and have
 AH0097.an estimated accuracy of +/- 6 seconds.
 AH0097
 AH0097.The orthometric height was determined by differential leveling
 AH0097.and adjusted by the National Geodetic Survey in December 1997..
 AH0097
 AH0097.The geoid height was determined by GEOID03.
 AH0097
 AH0097.The dynamic height is computed by dividing the NAVD 88
 AH0097.geopotential number by the normal gravity value computed on the
 AH0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0097.degrees latitude (g = 980.6199 gals.).
 AH0097
 AH0097.The modeled gravity was interpolated from observed gravity values.
 AH0097
 AH0097;                    North         East    Units  Estimated Accuracy
 AH0097;SPC TX S     - 5,249,430.      418,460.      MT  (+/- 180 meters Scaled)
 AH0097
 AH0097                          SUPERSEDED SURVEY CONTROL
 AH0097
 AH0097  NAVD 88 (06/15/91)    9.258  (m)           30.37   (f) UNKNOWN     1 1
 AH0097  NGVD 29 (??/??/92)    9.442  (m)           30.98   (f) ADJ UNCH    1 1
 AH0097
 AH0097.Superseded values are not recommended for survey control.
 AH0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0097.See file dsdata.txt to determine how the superseded data were derived.
 AH0097
 AH0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR676887(NAD 83)
 AH0097_MARKER: DB = BENCH MARK DISK
 AH0097_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH0097_SP_SET: ABUTMENT
 AH0097_STAMPING: H 1141 1959
 AH0097_MARK LOGO: CGS   
 AH0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0097+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1997
 AH0097
 AH0097  HISTORY     - Date     Condition        Report By
 AH0097  HISTORY     - 1959     MONUMENTED       CGS
 AH0097  HISTORY     - 1978     GOOD             NGS
 AH0097  HISTORY     - 1989     GOOD             USPSQD
 AH0097  HISTORY     - 19970202 GOOD             NGS
 AH0097
 AH0097                          STATION DESCRIPTION
 AH0097
 AH0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0097'0.8 MI SW FROM GREGORY.
 AH0097'ABOUT 0.8 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AH0097'THE STATION AT GREGORY, 2 1/2 POLES NORTH-NORTHEAST OF MILEPOST 139,
 AH0097'IN THE TOP OF THE WING WALL OF THE SOUTH CORNER OF A CONCRETE BRIDGE
 AH0097'ON U. S. HIGHWAY 181, 71 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST
 AH0097'RAIL, 65 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A TRESTLE, 21
 AH0097'FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE EAST-SOUTHEAST TRAFFIC
 AH0097'LANE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT 1 FOOT
 AH0097'BELOW THE LEVEL OF THE TRACKS.
 AH0097
 AH0097                          STATION RECOVERY (1978)
 AH0097
 AH0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0097'RECOVERED IN GOOD CONDITION.
 AH0097
 AH0097                          STATION RECOVERY (1989)
 AH0097
 AH0097'RECOVERY NOTE BY US POWER SQUADRON 1989 (HER)
 AH0097'RECOVERED IN GOOD CONDITION.
 AH0097
 AH0097                          STATION RECOVERY (1997)
 AH0097
 AH0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0097'3.3 KM (2.05 MI) SOUTHWESTERLY ALONG GREGORY STREET AND U.S.  HIGHWAY
 AH0097'181 SERVICE ROAD FROM THE POST OFFICE IN GREGORY, IN TOP OF AND 0.1 M
 AH0097'(0.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 AH0097'ABUTMENT OF THE SERVICE ROAD BRIDGE SPANNING A CREEK, 3.6 M (11.8 FT)
 AH0097'SOUTHEAST OF THE ROAD CENTERLINE, AND 0.2 M (0.7 FT) BELOW THE LEVEL
 AH0097'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0079 ***********************************************************************
 EM0079  DESIGNATION -  H 114=1203.3 USGS
 EM0079  PID         -  EM0079
 EM0079  STATE/COUNTY-  TX/WILBARGER
 EM0079  USGS QUAD   -  ELECTRA (1991)
 EM0079
 EM0079                         *CURRENT SURVEY CONTROL
 EM0079  ___________________________________________________________________
 EM0079* NAD 83(1986)-  34 02 55.     (N)    098 57 44.     (W)     SCALED    
 EM0079* NAVD 88     -       366.835  (meters)    1203.52   (feet)  ADJUSTED  
 EM0079  ___________________________________________________________________
 EM0079  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 EM0079  DYNAMIC HT  -         366.428 (meters)    1202.19  (feet)  COMP
 EM0079  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 EM0079
 EM0079  VERT ORDER  -  FIRST     CLASS II
 EM0079
 EM0079.The horizontal coordinates were scaled from a topographic map and have
 EM0079.an estimated accuracy of +/- 6 seconds.
 EM0079
 EM0079.The orthometric height was determined by differential leveling
 EM0079.and adjusted by the National Geodetic Survey in June 1991..
 EM0079
 EM0079.The geoid height was determined by GEOID03.
 EM0079
 EM0079.The dynamic height is computed by dividing the NAVD 88
 EM0079.geopotential number by the normal gravity value computed on the
 EM0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0079.degrees latitude (g = 980.6199 gals.).
 EM0079
 EM0079.The modeled gravity was interpolated from observed gravity values.
 EM0079
 EM0079;                    North         East    Units  Estimated Accuracy
 EM0079;SPC TXNC     - 2,264,240.      557,320.      MT  (+/- 180 meters Scaled)
 EM0079
 EM0079                          SUPERSEDED SURVEY CONTROL
 EM0079
 EM0079  NGVD 29 (??/??/92)  366.755  (m)         1203.26   (f) ADJ UNCH    1 2
 EM0079
 EM0079.Superseded values are not recommended for survey control.
 EM0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0079.See file dsdata.txt to determine how the superseded data were derived.
 EM0079
 EM0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC034675(NAD 83)
 EM0079_MARKER: DD = SURVEY DISK
 EM0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0079_SP_SET: CULVERT
 EM0079_STAMPING: 1203.26 H 114 1933
 EM0079_MARK LOGO: CGS   
 EM0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0079
 EM0079  HISTORY     - Date     Condition        Report By
 EM0079  HISTORY     - 1933     MONUMENTED       USGS
 EM0079  HISTORY     - 1957     GOOD             NGS
 EM0079  HISTORY     - 1984     GOOD             NGS
 EM0079
 EM0079                          STATION DESCRIPTION
 EM0079
 EM0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0079'4.6 MI SE FROM HARROLD.
 EM0079'4.6 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0079'HARROLD, WILBARGER COUNTY, AT MILEAGE 143.2, 120 FEET SOUTH OF THE
 EM0079'HIGHWAY, 15 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND IN THE TOP
 EM0079'OF THE NORTH HEADWALL OF A CONCRETE CULVERT.   A U. S. GEOLOGICAL
 EM0079'SURVEY STANDARD DISK, STAMPED 1203.26 H 114 1933.
 EM0079
 EM0079                          STATION RECOVERY (1984)
 EM0079
 EM0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0079'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  32.6 KM
 EM0079'(20.25 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 EM0079'THE STATION IN VERNON, IN THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 EM0079'HEADWALL OF A 6.6 FT BOX CULVERT, AND 4.6 METERS (15.1 FT) NORTHEAST
 EM0079'OF THE NEAR RAIL.
 EM0079'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0158 ***********************************************************************
 AH0158  DESIGNATION -  H 1142
 AH0158  PID         -  AH0158
 AH0158  STATE/COUNTY-  TX/SAN PATRICIO
 AH0158  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0158
 AH0158                         *CURRENT SURVEY CONTROL
 AH0158  ___________________________________________________________________
 AH0158* NAD 83(1986)-  27 50 18.     (N)    097 11 46.     (W)     SCALED    
 AH0158* NAVD 88     -         5.637  (meters)      18.49   (feet)  ADJUSTED  
 AH0158  ___________________________________________________________________
 AH0158  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH0158  DYNAMIC HT  -           5.629 (meters)      18.47  (feet)  COMP
 AH0158  MODELED GRAV-     979,139.3   (mgal)                       NAVD 88
 AH0158
 AH0158  VERT ORDER  -  FIRST     CLASS I
 AH0158
 AH0158.The horizontal coordinates were scaled from a topographic map and have
 AH0158.an estimated accuracy of +/- 6 seconds.
 AH0158
 AH0158.The orthometric height was determined by differential leveling
 AH0158.and adjusted by the National Geodetic Survey in June 1991..
 AH0158
 AH0158.The geoid height was determined by GEOID03.
 AH0158
 AH0158.The dynamic height is computed by dividing the NAVD 88
 AH0158.geopotential number by the normal gravity value computed on the
 AH0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0158.degrees latitude (g = 980.6199 gals.).
 AH0158
 AH0158.The modeled gravity was interpolated from observed gravity values.
 AH0158
 AH0158;                    North         East    Units  Estimated Accuracy
 AH0158;SPC TX S     - 5,241,280.      428,440.      MT  (+/- 180 meters Scaled)
 AH0158
 AH0158                          SUPERSEDED SURVEY CONTROL
 AH0158
 AH0158  NGVD 29 (??/??/92)    5.823  (m)           19.10   (f) ADJ UNCH    1 1
 AH0158
 AH0158.Superseded values are not recommended for survey control.
 AH0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0158.See file dsdata.txt to determine how the superseded data were derived.
 AH0158
 AH0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR776806(NAD 83)
 AH0158_MARKER: DB = BENCH MARK DISK
 AH0158_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH0158_SP_SET: 56 FT
 AH0158_STAMPING: H 1142 1959
 AH0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0158
 AH0158  HISTORY     - Date     Condition        Report By
 AH0158  HISTORY     - 1959     MONUMENTED       CGS
 AH0158  HISTORY     - 1978     GOOD             NGS
 AH0158  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0158  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0158  HISTORY     - 19970210 MARK NOT FOUND   NGS
 AH0158
 AH0158                          STATION DESCRIPTION
 AH0158
 AH0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0158'5.65 MI SW FROM ARANSAS PASS.
 AH0158'ABOUT 1.9 MILES SOUTHWEST ALONG FARM ROAD 632 FROM THE POSTOFFICE AT
 AH0158'ARANSAS PASS, THENCE ABOUT 3.65 MILES SOUTHWEST ALONG A PAVED ROAD,
 AH0158'THENCE ABOUT 0.1 MILE WEST ALONG FARM ROAD 1069, 44 FEET NORTH OF THE
 AH0158'CENTER LINE OF THE ROAD, 18 FEET EAST OF A POWER AND TELEPHONE POLE,
 AH0158'17 1/2 FEET WEST OF A HIGH PRESSURE GAS LINE, 1 1/2 FEET SOUTH OF A
 AH0158'FENCE, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 AH0158'AND ON THE TOP OF A 5/8-INCH COPPER-COATED ROD WHICH IS DRIVEN TO A
 AH0158'DEPTH OF 56 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
 AH0158
 AH0158                          STATION RECOVERY (1978)
 AH0158
 AH0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0158'4.5 MILES SOUTH ON FARM ROAD 1069 FROM JUNCTION WITH MAIN STREET
 AH0158'(FARM ROAD 632) AT INGLESIDE, ALSO 0.2 MILE WEST ALONG FARM ROAD
 AH0158'1069 FROM JUNCTION WITH FARM ROAD 2725 AT PORT INGLESIDE, 43 FEET
 AH0158'NORTH OF CENTERLINE OF FARM ROAD 1069, 32 FEET WEST OF A METAL GATE,
 AH0158'60 FEET EAST OF AN UNDERGROUND PIPE LINE AND 1 FOOT SOUTH OF A
 AH0158'FENCE LINE.
 AH0158
 AH0158                          STATION RECOVERY (1989)
 AH0158
 AH0158'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0158'MARK NOT FOUND.
 AH0158
 AH0158                          STATION RECOVERY (1995)
 AH0158
 AH0158'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0158'MARK NOT FOUND.
 AH0158
 AH0158                          STATION RECOVERY (1997)
 AH0158
 AH0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0158'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0158'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3927 ***********************************************************************
 AW3927  DESIGNATION -  H 1143
 AW3927  PID         -  AW3927
 AW3927  STATE/COUNTY-  TX/BRAZORIA
 AW3927  USGS QUAD   -  LAKE JACKSON (1974)
 AW3927
 AW3927                         *CURRENT SURVEY CONTROL
 AW3927  ___________________________________________________________________
 AW3927* NAD 83(1986)-  29 05 59.     (N)    095 25 41.     (W)     SCALED    
 AW3927* NAVD 88     -         4.68   (+/-2cm)      15.4    (feet)  VERTCON   
 AW3927  ___________________________________________________________________
 AW3927  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW3927
 AW3927  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3927
 AW3927.The horizontal coordinates were scaled from a topographic map and have
 AW3927.an estimated accuracy of +/- 6 seconds.
 AW3927
 AW3927.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3927.The vertical order pertains to the NGVD 29 superseded value.
 AW3927
 AW3927.The geoid height was determined by GEOID03.
 AW3927
 AW3927;                    North         East    Units  Estimated Accuracy
 AW3927;SPC TXSC     - 4,145,660.      947,610.      MT  (+/- 180 meters Scaled)
 AW3927
 AW3927                          SUPERSEDED SURVEY CONTROL
 AW3927
 AW3927  NGVD 29 (??/??/92)    4.696  (m)           15.41   (f) ADJ UNCH    1 2
 AW3927
 AW3927.Superseded values are not recommended for survey control.
 AW3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3927.See file dsdata.txt to determine how the superseded data were derived.
 AW3927
 AW3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN636214(NAD 83)
 AW3927_MARKER: DB = BENCH MARK DISK
 AW3927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3927_SP_SET: CULVERT
 AW3927_STAMPING: H 1143 1959
 AW3927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3927
 AW3927  HISTORY     - Date     Condition        Report By
 AW3927  HISTORY     - 1959     MONUMENTED       CGS
 AW3927  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3927  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW3927
 AW3927                          STATION DESCRIPTION
 AW3927
 AW3927'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3927'4.0 MI S FROM ANGLETON.
 AW3927'4.0 MILES SOUTH ALONG THE HOUSTON AND BRAZOS VALLEY RAILROAD FROM THE
 AW3927'STATION AT ANGLETON, 104 FEET SOUTHWEST OF MILEPOST 12, 60 FEET WEST
 AW3927'OF THE WEST RAIL OF THE TRACKS, 12 FEET EAST OF THE CENTER LINE OF A
 AW3927'PAVED ROAD, ABOUT 7 INCHES ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 AW3927'AND CENTER OF THE EAST CONCRETE HEAD WALL OF A CULVERT.
 AW3927
 AW3927                          STATION RECOVERY (1973)
 AW3927
 AW3927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3927'MARK NOT FOUND.
 AW3927
 AW3927                          STATION RECOVERY (1998)
 AW3927
 AW3927'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0359 ***********************************************************************
 BL0359  DESIGNATION -  H 1144
 BL0359  PID         -  BL0359
 BL0359  STATE/COUNTY-  TX/LIBERTY
 BL0359  USGS QUAD   -  DAYTON (1984)
 BL0359
 BL0359                         *CURRENT SURVEY CONTROL
 BL0359  ___________________________________________________________________
 BL0359* NAD 83(1986)-  30 02 31.     (N)    094 53 47.     (W)     SCALED    
 BL0359* NAVD 88     -        23.25   (+/-2cm)      76.3    (feet)  VERTCON   
 BL0359  ___________________________________________________________________
 BL0359  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0359
 BL0359  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0359
 BL0359.The horizontal coordinates were scaled from a topographic map and have
 BL0359.an estimated accuracy of +/- 6 seconds.
 BL0359
 BL0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0359.The vertical order pertains to the NGVD 29 superseded value.
 BL0359
 BL0359.The geoid height was determined by GEOID03.
 BL0359
 BL0359;                    North         East    Units  Estimated Accuracy
 BL0359;SPC TX C     - 3,054,420.    1,224,170.      MT  (+/- 180 meters Scaled)
 BL0359
 BL0359                          SUPERSEDED SURVEY CONTROL
 BL0359
 BL0359  NGVD 29 (??/??/92)   23.253  (m)           76.29   (f) ADJ UNCH    1 1
 BL0359
 BL0359.Superseded values are not recommended for survey control.
 BL0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0359.See file dsdata.txt to determine how the superseded data were derived.
 BL0359
 BL0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP171249(NAD 83)
 BL0359_MARKER: DB = BENCH MARK DISK
 BL0359_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0359_SP_SET: 48 FT.
 BL0359_STAMPING: H 1144 1959
 BL0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0359
 BL0359  HISTORY     - Date     Condition        Report By
 BL0359  HISTORY     - 1959     MONUMENTED       CGS
 BL0359  HISTORY     - 1972     GOOD             NGS
 BL0359  HISTORY     - 1978     GOOD             NGS
 BL0359  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL0359  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL0359  HISTORY     - 20050216 MARK NOT FOUND   USPSQD
 BL0359
 BL0359                          STATION DESCRIPTION
 BL0359
 BL0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0359'0.5 MI SW FROM DAYTON.
 BL0359'ABOUT 0.5 MILE SOUTHWEST ALONG U. S. HIGHWAY 90 FROM THE HIGH SCHOOL
 BL0359'AT DAYTON, ABOUT 0.15 MILE SOUTHWEST OF THE WEST JUNCTION OF STATE
 BL0359'HIGHWAY 146(THE EAST JUNCTION FOR STATE HIGHWAY 146 IS AT LIBERTY,
 BL0359'TEXAS), 150 FEET NORTHWEST OF THE CENTER LINE OF THE WESTBOUND LANE OF
 BL0359'THE HIGHWAY, ALONG THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY, 39.6
 BL0359'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 42.5 FEET
 BL0359'SOUTH OF THE SOUTH CORNER OF CONCRETE BASE FOR SEMAPHORE 3274, 9 1/2
 BL0359'FEET NORTHEAST OF TELEGRAPH POLE E 54 F AND ABOUT 1 FOOT SOUTHEAST OF
 BL0359'THE LINE OF POLES, 0.8 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 3
 BL0359'FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A
 BL0359'5/8-INCH COPPER COATED STEEL ROD WHICH PROJECTS 0.1 FOOT AND IS
 BL0359'PROTECTED BY A 6-INCH METAL PIPE PROJECTING 0.6 FOOT.  THE ROD WAS
 BL0359'DRIVEN TO A DEPTH OF 48 FEET.
 BL0359
 BL0359                          STATION RECOVERY (1978)
 BL0359
 BL0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0359'RECOVERED IN GOOD CONDITION.
 BL0359
 BL0359                          STATION RECOVERY (1987)
 BL0359
 BL0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0359'NOT RECOVERED,  EVIDENCE WAS FOUND THAT THE MARK HAD BEEN DESTROYED,
 BL0359'BROKEN WITNESS POST AND CONCRETE.
 BL0359
 BL0359                          STATION RECOVERY (1996)
 BL0359
 BL0359'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0359'MARK NOT FOUND.
 BL0359
 BL0359                          STATION RECOVERY (2005)
 BL0359
 BL0359'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3171 ***********************************************************************
 AW3171  DESIGNATION -  H 1145
 AW3171  PID         -  AW3171
 AW3171  STATE/COUNTY-  TX/CHAMBERS
 AW3171  USGS QUAD   -  MONROE CITY (1994)
 AW3171
 AW3171                         *CURRENT SURVEY CONTROL
 AW3171  ___________________________________________________________________
 AW3171* NAD 83(1986)-  29 51 32.     (N)    094 32 32.     (W)     SCALED    
 AW3171* NAVD 88     -         9.95   (+/-2cm)      32.6    (feet)  VERTCON   
 AW3171  ___________________________________________________________________
 AW3171  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW3171
 AW3171  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3171
 AW3171.The horizontal coordinates were scaled from a topographic map and have
 AW3171.an estimated accuracy of +/- 6 seconds.
 AW3171
 AW3171.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3171.The vertical order pertains to the NGVD 29 superseded value.
 AW3171
 AW3171.The geoid height was determined by GEOID03.
 AW3171
 AW3171;                    North         East    Units  Estimated Accuracy
 AW3171;SPC TXSC     - 4,232,700.    1,030,580.      MT  (+/- 180 meters Scaled)
 AW3171
 AW3171                          SUPERSEDED SURVEY CONTROL
 AW3171
 AW3171  NGVD 29 (??/??/92)    9.956  (m)           32.66   (f) ADJ UNCH    1 2
 AW3171
 AW3171.Superseded values are not recommended for survey control.
 AW3171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3171.See file dsdata.txt to determine how the superseded data were derived.
 AW3171
 AW3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP510041(NAD 83)
 AW3171_MARKER: DB = BENCH MARK DISK
 AW3171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3171_STAMPING: H 1145 1959
 AW3171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3171+STABILITY: SURFACE MOTION
 AW3171
 AW3171  HISTORY     - Date     Condition        Report By
 AW3171  HISTORY     - 1959     MONUMENTED       CGS
 AW3171  HISTORY     - 19890506 POOR             USPSQD
 AW3171  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 AW3171  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3171  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3171
 AW3171                          STATION DESCRIPTION
 AW3171
 AW3171'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3171'5.25 MI E FROM HANKAMER.
 AW3171'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 61 FROM THE NEW GRADE SCHOOL
 AW3171'AT HANKAMER, THENCE ABOUT 5.05 MILES EAST ALONG FARM ROAD 1663, 48
 AW3171'FEET NORTH OF THE CENTER LINE OF THE ROAD, 204 FEET WEST OF THE
 AW3171'EXTENDED CENTER LINE OF A SHELL ROAD LEADING SOUTH, 177 FEET WEST OF
 AW3171'THE CENTER LINE OF AN IRRIGATION CANAL, 18 FEET WEST OF THE CENTER
 AW3171'LINE OF A GATE, 29 FEET EAST OF A BRACED POLE SUPPORTING A
 AW3171'TRANSFORMER, 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A METAL
 AW3171'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 AW3171
 AW3171                          STATION RECOVERY (1989)
 AW3171
 AW3171'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW3171'MARK RECOVERED IN POOR CONDITION.
 AW3171
 AW3171                          STATION RECOVERY (1996)
 AW3171
 AW3171'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3171'MARK NOT FOUND.
 AW3171
 AW3171                          STATION RECOVERY (2001)
 AW3171
 AW3171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3171'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3171
 AW3171                          STATION RECOVERY (2004)
 AW3171
 AW3171'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1539 ***********************************************************************
 AW1539  DESIGNATION -  H 1146
 AW1539  PID         -  AW1539
 AW1539  STATE/COUNTY-  TX/HARRIS
 AW1539  USGS QUAD   -  LA PORTE (1982)
 AW1539
 AW1539                         *CURRENT SURVEY CONTROL
 AW1539  ___________________________________________________________________
 AW1539* NAD 83(1986)-  29 42 42.     (N)    095 00 23.     (W)     SCALED    
 AW1539* NAVD 88     -         3.852  (meters)      12.64   (feet)  ADJUSTED  
 AW1539  ___________________________________________________________________
 AW1539  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1539  DYNAMIC HT  -           3.846 (meters)      12.62  (feet)  COMP
 AW1539  MODELED GRAV-     979,282.6   (mgal)                       NAVD 88
 AW1539
 AW1539  VERT ORDER  -  FIRST     CLASS I
 AW1539
 AW1539.The horizontal coordinates were scaled from a topographic map and have
 AW1539.an estimated accuracy of +/- 6 seconds.
 AW1539
 AW1539.The orthometric height was determined by differential leveling
 AW1539.and adjusted by the National Geodetic Survey in June 1991..
 AW1539
 AW1539.The geoid height was determined by GEOID03.
 AW1539
 AW1539.The dynamic height is computed by dividing the NAVD 88
 AW1539.geopotential number by the normal gravity value computed on the
 AW1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1539.degrees latitude (g = 980.6199 gals.).
 AW1539
 AW1539.The modeled gravity was interpolated from observed gravity values.
 AW1539
 AW1539;                    North         East    Units  Estimated Accuracy
 AW1539;SPC TXSC     - 4,214,770.      986,320.      MT  (+/- 180 meters Scaled)
 AW1539
 AW1539                          SUPERSEDED SURVEY CONTROL
 AW1539
 AW1539  NGVD 29 (12/23/87)    3.849  (m)           12.63   (f) ADJUSTED    1 1
 AW1539
 AW1539.Superseded values are not recommended for survey control.
 AW1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1539.See file dsdata.txt to determine how the superseded data were derived.
 AW1539
 AW1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN059885(NAD 83)
 AW1539_MARKER: DD = SURVEY DISK
 AW1539_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1539_SP_SET: BRIDGE ABUTMENT
 AW1539_STAMPING: H 1146 1959
 AW1539_MARK LOGO: TXHD  
 AW1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1539
 AW1539  HISTORY     - Date     Condition        Report By
 AW1539  HISTORY     - UNK      MONUMENTED       TXHD
 AW1539  HISTORY     - 1973     GOOD             NGS
 AW1539  HISTORY     - 1976     GOOD             NGS
 AW1539  HISTORY     - 1976     GOOD             NGS
 AW1539  HISTORY     - 1978     GOOD             NGS
 AW1539  HISTORY     - 1983     GOOD             NGS
 AW1539  HISTORY     - 1986     GOOD             USPSQD
 AW1539  HISTORY     - 1987     GOOD             USPSQD
 AW1539  HISTORY     - 1987     GOOD             NGS
 AW1539  HISTORY     - 1988     GOOD             USPSQD
 AW1539  HISTORY     - 1989     GOOD             USPSQD
 AW1539  HISTORY     - 1989     GOOD             USPSQD
 AW1539  HISTORY     - 1989     GOOD             USPSQD
 AW1539  HISTORY     - 19980114 MARK NOT FOUND   USPSQD
 AW1539  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1539
 AW1539                          STATION DESCRIPTION
 AW1539
 AW1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1539'0.45 MI NE FROM BAYTOWN TUNNEL.
 AW1539'ABOUT 0.45 MILE NORTHEAST ALONG STATE HWY. 146 FROM THE NORTHEAST
 AW1539'ENTRANCE TO THE BAYTOWN TUNNEL, 15 FEET NORTHWEST OF THE CENTER LINE
 AW1539'OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 AW1539'CONCRETE ABUTMENT OF THE BRIDGE, AND ABOUT 10 INCHES ABOVE THE LEVEL
 AW1539'OF THE HIGHWAY.
 AW1539
 AW1539                          STATION RECOVERY (1976)
 AW1539
 AW1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1539'RECOVERED IN GOOD CONDITION.
 AW1539
 AW1539                          STATION RECOVERY (1976)
 AW1539
 AW1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1539'RECOVERED IN GOOD CONDITION.
 AW1539
 AW1539                          STATION RECOVERY (1978)
 AW1539
 AW1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1539'RECOVERED IN GOOD CONDITION.
 AW1539
 AW1539                          STATION RECOVERY (1983)
 AW1539
 AW1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1539'RECOVERED IN GOOD CONDITION.
 AW1539
 AW1539                          STATION RECOVERY (1986)
 AW1539
 AW1539'RECOVERY NOTE BY US POWER SQUADRON 1986 (CAC)
 AW1539'RECOVERED IN GOOD CONDITION.
 AW1539
 AW1539                          STATION RECOVERY (1987)
 AW1539
 AW1539'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1539'RECOVERED IN GOOD CONDITION.
 AW1539
 AW1539                          STATION RECOVERY (1987)
 AW1539
 AW1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1539'RECOVERED IN GOOD CONDITION.
 AW1539
 AW1539                          STATION RECOVERY (1988)
 AW1539
 AW1539'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1539'RECOVERED IN GOOD CONDITION.
 AW1539
 AW1539                          STATION RECOVERY (1989)
 AW1539
 AW1539'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1539'RECOVERED IN GOOD CONDITION.
 AW1539
 AW1539                          STATION RECOVERY (1989)
 AW1539
 AW1539'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1539'RECOVERED IN GOOD CONDITION.
 AW1539
 AW1539                          STATION RECOVERY (1989)
 AW1539
 AW1539'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1539'RECOVERED IN GOOD CONDITION.
 AW1539
 AW1539                          STATION RECOVERY (1998)
 AW1539
 AW1539'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1539'MARK NOT FOUND.
 AW1539
 AW1539                          STATION RECOVERY (2001)
 AW1539
 AW1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1539'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1953 ***********************************************************************
 AW1953  DESIGNATION -  H 1147
 AW1953  PID         -  AW1953
 AW1953  STATE/COUNTY-  TX/HARRIS
 AW1953  USGS QUAD   -  LA PORTE (1982)
 AW1953
 AW1953                         *CURRENT SURVEY CONTROL
 AW1953  ___________________________________________________________________
 AW1953* NAD 83(1986)-  29 43 35.     (N)    095 05 25.     (W)     SCALED    
 AW1953* NAVD 88     -         6.905  (meters)      22.65   (feet)  ADJUSTED  
 AW1953  ___________________________________________________________________
 AW1953  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1953  DYNAMIC HT  -           6.896 (meters)      22.62  (feet)  COMP
 AW1953  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW1953
 AW1953  VERT ORDER  -  FIRST     CLASS II
 AW1953
 AW1953.The horizontal coordinates were scaled from a topographic map and have
 AW1953.an estimated accuracy of +/- 6 seconds.
 AW1953
 AW1953.The orthometric height was determined by differential leveling
 AW1953.and adjusted by the National Geodetic Survey in June 1991..
 AW1953
 AW1953.The geoid height was determined by GEOID03.
 AW1953
 AW1953.The dynamic height is computed by dividing the NAVD 88
 AW1953.geopotential number by the normal gravity value computed on the
 AW1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1953.degrees latitude (g = 980.6199 gals.).
 AW1953
 AW1953.The modeled gravity was interpolated from observed gravity values.
 AW1953
 AW1953;                    North         East    Units  Estimated Accuracy
 AW1953;SPC TXSC     - 4,216,120.      978,150.      MT  (+/- 180 meters Scaled)
 AW1953
 AW1953                          SUPERSEDED SURVEY CONTROL
 AW1953
 AW1953  NGVD 29 (12/23/87)    6.902  (m)           22.64   (f) ADJUSTED    1 2
 AW1953
 AW1953.Superseded values are not recommended for survey control.
 AW1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1953.See file dsdata.txt to determine how the superseded data were derived.
 AW1953
 AW1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN978902(NAD 83)
 AW1953_MARKER: DB = BENCH MARK DISK
 AW1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1953_SP_SET: CONCRETE POST
 AW1953_STAMPING: H 1147 1959
 AW1953_MARK LOGO: CGS   
 AW1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1953+STABILITY: SURFACE MOTION
 AW1953
 AW1953  HISTORY     - Date     Condition        Report By
 AW1953  HISTORY     - 1959     MONUMENTED       CGS
 AW1953  HISTORY     - 1964     GOOD             NGS
 AW1953  HISTORY     - 1978     GOOD             NGS
 AW1953  HISTORY     - 1986     GOOD             NGS
 AW1953  HISTORY     - 1989     GOOD             USPSQD
 AW1953  HISTORY     - 19940219 GOOD             USPSQD
 AW1953  HISTORY     - 20010331 GOOD             NGS
 AW1953
 AW1953                          STATION DESCRIPTION
 AW1953
 AW1953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1953'2.65 MI S FROM LYNCHBURG.
 AW1953'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 134 FROM THE SOUTH LANDING
 AW1953'OF THE LYNCHBURG FERRY, AT THE JUNCTION WITH MILLER CUT-OFF ROAD, 58
 AW1953'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET NORTH OF A BRACED
 AW1953'POWER POLE, 41 FEET NORTH OF THE EXTENDED CENTER LINE OF MILLER
 AW1953'CUT-OFF ROAD, 9 1/2 FEET NORTH OF AN 8-INCH LIVE OAK TREE, 2 FEET EAST
 AW1953'OF A FENCE, 1 1/2 FEET SOUTH OF A METAL WITNESS POST, AND IN THE TOP
 AW1953'OF A CONCRETE POST PROJECTING 6 INCHES.
 AW1953
 AW1953                          STATION RECOVERY (1978)
 AW1953
 AW1953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1953'RECOVERED IN GOOD CONDITION.
 AW1953
 AW1953                          STATION RECOVERY (1986)
 AW1953
 AW1953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1953'RECOVERED IN GOOD CONDITION.
 AW1953
 AW1953                          STATION RECOVERY (1989)
 AW1953
 AW1953'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1953'RECOVERED IN GOOD CONDITION.
 AW1953
 AW1953                          STATION RECOVERY (1994)
 AW1953
 AW1953'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1953'RECOVERED IN GOOD CONDITION.
 AW1953
 AW1953                          STATION RECOVERY (2001)
 AW1953
 AW1953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1953'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3018 ***********************************************************************
 AW3018  DESIGNATION -  H 1148
 AW3018  PID         -  AW3018
 AW3018  STATE/COUNTY-  TX/HARRIS
 AW3018  USGS QUAD   -  MORGANS POINT (1993)
 AW3018
 AW3018                         *CURRENT SURVEY CONTROL
 AW3018  ___________________________________________________________________
 AW3018* NAD 83(1986)-  29 41 53.     (N)    094 59 42.     (W)     SCALED    
 AW3018* NAVD 88     -         1.48   (+/-2cm)       4.9    (feet)  VERTCON   
 AW3018  ___________________________________________________________________
 AW3018  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3018
 AW3018  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3018
 AW3018.The horizontal coordinates were scaled from a topographic map and have
 AW3018.an estimated accuracy of +/- 6 seconds.
 AW3018
 AW3018.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3018.The vertical order pertains to the NGVD 29 superseded value.
 AW3018
 AW3018.The geoid height was determined by GEOID03.
 AW3018
 AW3018;                    North         East    Units  Estimated Accuracy
 AW3018;SPC TXSC     - 4,213,300.      987,470.      MT  (+/- 180 meters Scaled)
 AW3018
 AW3018                          SUPERSEDED SURVEY CONTROL
 AW3018
 AW3018  NGVD 29 (??/??/92)    1.477  (m)            4.85   (f) ADJ UNCH    1 2
 AW3018
 AW3018.Superseded values are not recommended for survey control.
 AW3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3018.See file dsdata.txt to determine how the superseded data were derived.
 AW3018
 AW3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN069869(NAD 83)
 AW3018_MARKER: DB = BENCH MARK DISK
 AW3018_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3018_SP_SET: 44 FEET
 AW3018_STAMPING: H 1148 1959
 AW3018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3018
 AW3018  HISTORY     - Date     Condition        Report By
 AW3018  HISTORY     - 1959     MONUMENTED       CGS
 AW3018  HISTORY     - 1964     GOOD             NGS
 AW3018  HISTORY     - 19971030 MARK NOT FOUND   USPSQD
 AW3018
 AW3018                          STATION DESCRIPTION
 AW3018
 AW3018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3018'1.5 MI NW FROM MORGAN POINT.
 AW3018'ABOUT 0.35 MILE NORTH ACROSS THE HOUSTON SHIP CHANNEL FROM THE HOUSTON
 AW3018'MARITIME REPORTING STATION AT MORGAN POINT, THENCE 1.15 MILES
 AW3018'NORTHWEST ALONG THE NORTHEAST SHORE OF THE SHIP CHANNEL, ABOUT 0.25
 AW3018'MILE SOUTHEAST OF A SMALL CHANNEL CUT THROUGH THE ISLAND, 271 FEET
 AW3018'NORTHEAST OF THE HIGH WATER LINE, 152 FEET SOUTHEAST OF A LONE 14-INCH
 AW3018'TREE, 18 FEET SOUTHWEST OF THE CENTER LINE OF A SHELL ROAD, 5 1/2 FEET
 AW3018'NORTH OF A POWER POLE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, A
 AW3018'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 AW3018'DEPTH OF 44 FEET AND IS ENCASED IN A 6-INCH CONCRETE TILE PROJECTING 6
 AW3018'INCHES.
 AW3018
 AW3018                          STATION RECOVERY (1997)
 AW3018
 AW3018'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3281 ***********************************************************************
 AW3281  DESIGNATION -  H 1149
 AW3281  PID         -  AW3281
 AW3281  STATE/COUNTY-  TX/HARRIS
 AW3281  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW3281
 AW3281                         *CURRENT SURVEY CONTROL
 AW3281  ___________________________________________________________________
 AW3281* NAD 83(1986)-  29 47 29.     (N)    095 26 40.     (W)     SCALED    
 AW3281* NAVD 88     -        22.43   (+/-2cm)      73.6    (feet)  VERTCON   
 AW3281  ___________________________________________________________________
 AW3281  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW3281
 AW3281  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3281
 AW3281.The horizontal coordinates were scaled from a topographic map and have
 AW3281.an estimated accuracy of +/- 6 seconds.
 AW3281
 AW3281.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3281.The vertical order pertains to the NGVD 29 superseded value.
 AW3281
 AW3281.The geoid height was determined by GEOID03.
 AW3281
 AW3281;                    North         East    Units  Estimated Accuracy
 AW3281;SPC TXSC     - 4,222,230.      943,690.      MT  (+/- 180 meters Scaled)
 AW3281
 AW3281                          SUPERSEDED SURVEY CONTROL
 AW3281
 AW3281  NGVD 29 (??/??/92)   22.421  (m)           73.56   (f) ADJ UNCH    1 2
 AW3281
 AW3281.Superseded values are not recommended for survey control.
 AW3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3281.See file dsdata.txt to determine how the superseded data were derived.
 AW3281
 AW3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN637981(NAD 83)
 AW3281_MARKER: DB = BENCH MARK DISK
 AW3281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3281_SP_SET: BUILDING
 AW3281_STAMPING: H 1149 1959
 AW3281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3281
 AW3281  HISTORY     - Date     Condition        Report By
 AW3281  HISTORY     - 1959     MONUMENTED       CGS
 AW3281  HISTORY     - 1963     GOOD             NGS
 AW3281  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3281  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3281  HISTORY     - 19931023 MARK NOT FOUND   USPSQD
 AW3281
 AW3281                          STATION DESCRIPTION
 AW3281
 AW3281'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3281'5.9 MI W FROM HOUSTON.
 AW3281'ABOUT 5.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW3281'SWITCH TOWER NO. 108 AT HOUSTON, THENCE ABOUT 0.8 MILE NORTHWEST ALONG
 AW3281'U. S. HIGHWAY 290, AT THE INTERSECTION OF WEST 12TH STREET, 120 FEET
 AW3281'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET SOUTH OF THE
 AW3281'CENTER LINE OF THE STREET, SET VERTICALLY IN THE WEST BRICK WALL OF
 AW3281'THE TEXAS CONSOLIDATED TRANSPORT COMPANY BUILDING, 1.4 FEET SOUTH OF
 AW3281'THE NORTHWEST CORNER, AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
 AW3281
 AW3281                          STATION RECOVERY (1963)
 AW3281
 AW3281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW3281'RECOVERED IN GOOD CONDITION.
 AW3281
 AW3281                          STATION RECOVERY (1987)
 AW3281
 AW3281'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW3281'MARK NOT FOUND.
 AW3281
 AW3281                          STATION RECOVERY (1989)
 AW3281
 AW3281'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW3281'MARK NOT FOUND.
 AW3281
 AW3281                          STATION RECOVERY (1993)
 AW3281
 AW3281'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2338 ***********************************************************************
 CS2338  DESIGNATION -  H 115
 CS2338  PID         -  CS2338
 CS2338  STATE/COUNTY-  TX/TARRANT
 CS2338  USGS QUAD   -  CRESSON (1973)
 CS2338
 CS2338                         *CURRENT SURVEY CONTROL
 CS2338  ___________________________________________________________________
 CS2338* NAD 83(1986)-  32 33 21.     (N)    097 31 59.     (W)     SCALED    
 CS2338* NAVD 88     -       274.046  (meters)     899.10   (feet)  ADJUSTED  
 CS2338  ___________________________________________________________________
 CS2338  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CS2338  DYNAMIC HT  -         273.717 (meters)     898.02  (feet)  COMP
 CS2338  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 CS2338
 CS2338  VERT ORDER  -  SECOND    CLASS 0
 CS2338
 CS2338.The horizontal coordinates were scaled from a topographic map and have
 CS2338.an estimated accuracy of +/- 6 seconds.
 CS2338
 CS2338.The orthometric height was determined by differential leveling
 CS2338.and adjusted by the National Geodetic Survey in June 1991..
 CS2338
 CS2338.The geoid height was determined by GEOID03.
 CS2338
 CS2338.The dynamic height is computed by dividing the NAVD 88
 CS2338.geopotential number by the normal gravity value computed on the
 CS2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2338.degrees latitude (g = 980.6199 gals.).
 CS2338
 CS2338.The modeled gravity was interpolated from observed gravity values.
 CS2338
 CS2338;                    North         East    Units  Estimated Accuracy
 CS2338;SPC TXNC     - 2,099,020.      690,810.      MT  (+/- 180 meters Scaled)
 CS2338
 CS2338                          SUPERSEDED SURVEY CONTROL
 CS2338
 CS2338  NGVD 29 (??/??/92)  274.035  (m)          899.06   (f) ADJ UNCH    2 0
 CS2338
 CS2338.Superseded values are not recommended for survey control.
 CS2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2338.See file dsdata.txt to determine how the superseded data were derived.
 CS2338
 CS2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB377029(NAD 83)
 CS2338_MARKER: DB = BENCH MARK DISK
 CS2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2338_STAMPING: H 115 1933 899.03
 CS2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2338+STABILITY: SURFACE MOTION
 CS2338
 CS2338  HISTORY     - Date     Condition        Report By
 CS2338  HISTORY     - 1933     MONUMENTED       CGS
 CS2338  HISTORY     - 1966     GOOD             NGS
 CS2338  HISTORY     - 19970301 GOOD             USPSQD
 CS2338
 CS2338                          STATION DESCRIPTION
 CS2338
 CS2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2338'5.4 MI NE FROM CRESSON.
 CS2338'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF U.S.
 CS2338'HIGHWAY 377 IN CRESSON, THENCE 5.4 MILES NORTHEAST ALONG COUNTY ROAD
 CS2338'1042 TO SITE OF BENCH MARK, 37 FEET NORTH OF THE CENTER LINE OF ROAD,
 CS2338'45 FEET SOUTH OF THE SOUTH RAIL OF THE A.T. AND SANTA FE RAILROAD
 CS2338'TRACKS, 10 FEET EAST OF THE CENTER OF A PRIVATE ROAD CROSSING, AND 1
 CS2338'FOOT SOUTH OF A METAL WITNESS POST.  A C AND GS DISK SET IN A 10 X 10
 CS2338'IN. CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF
 CS2338'GROUND.
 CS2338
 CS2338                          STATION RECOVERY (1997)
 CS2338
 CS2338'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2112 ***********************************************************************
 AW2112  DESIGNATION -  H 1150
 AW2112  PID         -  AW2112
 AW2112  STATE/COUNTY-  TX/HARRIS
 AW2112  USGS QUAD   -  BELLAIRE (1995)
 AW2112
 AW2112                         *CURRENT SURVEY CONTROL
 AW2112  ___________________________________________________________________
 AW2112* NAD 83(1986)-  29 38 26.     (N)    095 27 50.     (W)     SCALED    
 AW2112* NAVD 88     -        19.588  (meters)      64.27   (feet)  ADJUSTED  
 AW2112  ___________________________________________________________________
 AW2112  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2112  DYNAMIC HT  -          19.561 (meters)      64.18  (feet)  COMP
 AW2112  MODELED GRAV-     979,275.5   (mgal)                       NAVD 88
 AW2112
 AW2112  VERT ORDER  -  FIRST     CLASS II
 AW2112
 AW2112.The horizontal coordinates were scaled from a topographic map and have
 AW2112.an estimated accuracy of +/- 6 seconds.
 AW2112
 AW2112.The orthometric height was determined by differential leveling
 AW2112.and adjusted by the National Geodetic Survey in June 1991..
 AW2112
 AW2112.The geoid height was determined by GEOID03.
 AW2112
 AW2112.The dynamic height is computed by dividing the NAVD 88
 AW2112.geopotential number by the normal gravity value computed on the
 AW2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2112.degrees latitude (g = 980.6199 gals.).
 AW2112
 AW2112.The modeled gravity was interpolated from observed gravity values.
 AW2112
 AW2112;                    North         East    Units  Estimated Accuracy
 AW2112;SPC TXSC     - 4,205,460.      942,320.      MT  (+/- 180 meters Scaled)
 AW2112
 AW2112                          SUPERSEDED SURVEY CONTROL
 AW2112
 AW2112  NGVD 29 (12/23/87)   19.584  (m)           64.25   (f) ADJUSTED    1 2
 AW2112
 AW2112.Superseded values are not recommended for survey control.
 AW2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2112.See file dsdata.txt to determine how the superseded data were derived.
 AW2112
 AW2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN614814(NAD 83)
 AW2112_MARKER: DB = BENCH MARK DISK
 AW2112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2112_SP_SET: CULVERT HEADWALL
 AW2112_STAMPING: H 1150 1959
 AW2112_MARK LOGO: CGS   
 AW2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2112+STABILITY: SURFACE MOTION
 AW2112
 AW2112  HISTORY     - Date     Condition        Report By
 AW2112  HISTORY     - 1959     MONUMENTED       CGS
 AW2112  HISTORY     - 1973     GOOD             NGS
 AW2112  HISTORY     - 1978     GOOD             NGS
 AW2112  HISTORY     - 1986     GOOD             NGS
 AW2112  HISTORY     - 19940814 MARK NOT FOUND   USPSQD
 AW2112
 AW2112                          STATION DESCRIPTION
 AW2112
 AW2112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2112'5.0 MI NW FROM ALMEDA.
 AW2112'2.55 MILES WEST ALONG ANDERSON ROAD FROM THE JUNCTION OF STATE HIGHWAY
 AW2112'288 AT ALMEDA, THENCE 2.45 MILES NORTH ALONG SOUTH POST OAK ROAD, AT
 AW2112'THE JUNCTION OF ALLUM ROAD, IN THE TOP AND 0.8 FOOT SOUTH OF THE NORTH
 AW2112'END OF THE WEST CONCRETE HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 21
 AW2112'FEET WEST OF THE CENTER LINE OF THE ROAD, 80 1/2 FEET SOUTH OF THE
 AW2112'EXTENDED CENTER LINE OF ALLUM ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE
 AW2112'ROAD.
 AW2112
 AW2112                          STATION RECOVERY (1978)
 AW2112
 AW2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2112'RECOVERED IN GOOD CONDITION.
 AW2112
 AW2112                          STATION RECOVERY (1986)
 AW2112
 AW2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2112'RECOVERED IN GOOD CONDITION.
 AW2112
 AW2112                          STATION RECOVERY (1994)
 AW2112
 AW2112'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0699 ***********************************************************************
 CT0699  DESIGNATION -  H 1152
 CT0699  PID         -  CT0699
 CT0699  STATE/COUNTY-  TX/TAYLOR
 CT0699  USGS QUAD   -  LAKE ABILENE (1987)
 CT0699
 CT0699                         *CURRENT SURVEY CONTROL
 CT0699  ___________________________________________________________________
 CT0699* NAD 83(1986)-  32 14 00.     (N)    099 52 41.     (W)     SCALED    
 CT0699* NAVD 88     -       608.615  (meters)    1996.76   (feet)  ADJUSTED  
 CT0699  ___________________________________________________________________
 CT0699  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CT0699  DYNAMIC HT  -         607.817 (meters)    1994.15  (feet)  COMP
 CT0699  MODELED GRAV-     979,307.6   (mgal)                       NAVD 88
 CT0699
 CT0699  VERT ORDER  -  SECOND    CLASS 0
 CT0699
 CT0699.The horizontal coordinates were scaled from a topographic map and have
 CT0699.an estimated accuracy of +/- 6 seconds.
 CT0699
 CT0699.The orthometric height was determined by differential leveling
 CT0699.and adjusted by the National Geodetic Survey in June 1991..
 CT0699
 CT0699.The geoid height was determined by GEOID03.
 CT0699
 CT0699.The dynamic height is computed by dividing the NAVD 88
 CT0699.geopotential number by the normal gravity value computed on the
 CT0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0699.degrees latitude (g = 980.6199 gals.).
 CT0699
 CT0699.The modeled gravity was interpolated from observed gravity values.
 CT0699
 CT0699;                    North         East    Units  Estimated Accuracy
 CT0699;SPC TXNC     - 2,063,690.      470,120.      MT  (+/- 180 meters Scaled)
 CT0699
 CT0699                          SUPERSEDED SURVEY CONTROL
 CT0699
 CT0699  NGVD 29 (??/??/92)  608.449  (m)         1996.22   (f) ADJ UNCH    2 0
 CT0699
 CT0699.Superseded values are not recommended for survey control.
 CT0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0699.See file dsdata.txt to determine how the superseded data were derived.
 CT0699
 CT0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA172666(NAD 83)
 CT0699_MARKER: DB = BENCH MARK DISK
 CT0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0699_STAMPING: H 1152 1961
 CT0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0699+STABILITY: SURFACE MOTION
 CT0699
 CT0699  HISTORY     - Date     Condition        Report By
 CT0699  HISTORY     - 1961     MONUMENTED       CGS
 CT0699  HISTORY     - 19940707 GOOD             USPSQD
 CT0699
 CT0699                          STATION DESCRIPTION
 CT0699
 CT0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0699'6.4 MI W FROM TUSCOLA.
 CT0699'3.15 MILES WEST ALONG FARM ROAD 613 FROM THE POST OFFICE AT TUSCOLA,
 CT0699'THENCE 0.9 MILES WEST ALONG FARM MARKET ROAD, THENCE 0.7 MILES NORTH
 CT0699'ALONG FARM MARKET ROAD, THENCE 0.75 MILES WEST ALONG A GRAVEL ROAD,
 CT0699'THENCE 0.5 MILES ALONG A GRAVEL ROAD, THENCE 0.4 MILES WEST ALONG A
 CT0699'GRAVEL ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT
 CT0699'SOUTH OF A FENCE, 1 FOOT ABOVE THE LEVEL OF THE ROAD, 3.6 FEET WEST OF
 CT0699'A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE
 CT0699'POST 4 FEET IN THE GROUND AND PROJECTING 8 INCHES ABOVE THE GROUND.
 CT0699
 CT0699                          STATION RECOVERY (1994)
 CT0699
 CT0699'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0646 ***********************************************************************
 CT0646  DESIGNATION -  H 1153
 CT0646  PID         -  CT0646
 CT0646  STATE/COUNTY-  TX/RUNNELS
 CT0646  USGS QUAD   -  BRADSHAW (1967)
 CT0646
 CT0646                         *CURRENT SURVEY CONTROL
 CT0646  ___________________________________________________________________
 CT0646* NAD 83(1986)-  32 03 38.     (N)    099 55 54.     (W)     SCALED    
 CT0646* NAVD 88     -       580.554  (meters)    1904.70   (feet)  ADJUSTED  
 CT0646  ___________________________________________________________________
 CT0646  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CT0646  DYNAMIC HT  -         579.795 (meters)    1902.21  (feet)  COMP
 CT0646  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 CT0646
 CT0646  VERT ORDER  -  SECOND    CLASS 0
 CT0646
 CT0646.The horizontal coordinates were scaled from a topographic map and have
 CT0646.an estimated accuracy of +/- 6 seconds.
 CT0646
 CT0646.The orthometric height was determined by differential leveling
 CT0646.and adjusted by the National Geodetic Survey in June 1991..
 CT0646
 CT0646.The geoid height was determined by GEOID03.
 CT0646
 CT0646.The dynamic height is computed by dividing the NAVD 88
 CT0646.geopotential number by the normal gravity value computed on the
 CT0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0646.degrees latitude (g = 980.6199 gals.).
 CT0646
 CT0646.The modeled gravity was interpolated from observed gravity values.
 CT0646
 CT0646;                    North         East    Units  Estimated Accuracy
 CT0646;SPC TX C     - 3,265,460.      737,930.      MT  (+/- 180 meters Scaled)
 CT0646
 CT0646                          SUPERSEDED SURVEY CONTROL
 CT0646
 CT0646  NGVD 29 (??/??/92)  580.428  (m)         1904.29   (f) ADJ UNCH    2 0
 CT0646
 CT0646.Superseded values are not recommended for survey control.
 CT0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0646.See file dsdata.txt to determine how the superseded data were derived.
 CT0646
 CT0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA120475(NAD 83)
 CT0646_MARKER: DB = BENCH MARK DISK
 CT0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0646_STAMPING: H 1153 1961
 CT0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0646+STABILITY: SURFACE MOTION
 CT0646
 CT0646  HISTORY     - Date     Condition        Report By
 CT0646  HISTORY     - 1961     MONUMENTED       CGS
 CT0646
 CT0646                          STATION DESCRIPTION
 CT0646
 CT0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0646'3.45 MI SW FROM BRADSHAW.
 CT0646'0.1 MILES SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0646'BRADSHAW, THENCE 3.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 83, 54 FEET
 CT0646'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 83, 38 FEET SOUTHEAST OF
 CT0646'THE EAST RAIL, 36 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 4
 CT0646'FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET BELOW THE LEVEL OF THE
 CT0646'HIGHWAY AND RAILROAD, 2 FEET SOUTHWEST OF A METAL WITNESS POST WITH
 CT0646'SIGN, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST 4 FEET IN THE
 CT0646'GROUND AND PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0217 ***********************************************************************
 CU0217  DESIGNATION -  H 1157
 CU0217  PID         -  CU0217
 CU0217  STATE/COUNTY-  TX/TAYLOR
 CU0217  USGS QUAD   -  MERKEL WEST (1984)
 CU0217
 CU0217                         *CURRENT SURVEY CONTROL
 CU0217  ___________________________________________________________________
 CU0217* NAD 83(1986)-  32 25 18.     (N)    100 03 41.     (W)     SCALED    
 CU0217* NAVD 88     -       595.456  (meters)    1953.59   (feet)  ADJUSTED  
 CU0217  ___________________________________________________________________
 CU0217  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CU0217  DYNAMIC HT  -         594.678 (meters)    1951.04  (feet)  COMP
 CU0217  MODELED GRAV-     979,312.1   (mgal)                       NAVD 88
 CU0217
 CU0217  VERT ORDER  -  SECOND    CLASS 0
 CU0217
 CU0217.The horizontal coordinates were scaled from a topographic map and have
 CU0217.an estimated accuracy of +/- 6 seconds.
 CU0217
 CU0217.The orthometric height was determined by differential leveling
 CU0217.and adjusted by the National Geodetic Survey in June 1991..
 CU0217
 CU0217.The geoid height was determined by GEOID03.
 CU0217
 CU0217.The dynamic height is computed by dividing the NAVD 88
 CU0217.geopotential number by the normal gravity value computed on the
 CU0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0217.degrees latitude (g = 980.6199 gals.).
 CU0217
 CU0217.The modeled gravity was interpolated from observed gravity values.
 CU0217
 CU0217;                    North         East    Units  Estimated Accuracy
 CU0217;SPC TXNC     - 2,084,810.      453,150.      MT  (+/- 180 meters Scaled)
 CU0217
 CU0217                          SUPERSEDED SURVEY CONTROL
 CU0217
 CU0217  NGVD 29 (??/??/92)  595.271  (m)         1952.98   (f) ADJ UNCH    2 0
 CU0217
 CU0217.Superseded values are not recommended for survey control.
 CU0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0217.See file dsdata.txt to determine how the superseded data were derived.
 CU0217
 CU0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA002876(NAD 83)
 CU0217_MARKER: DB = BENCH MARK DISK
 CU0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0217_STAMPING: H 1157 1961
 CU0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0217+STABILITY: SURFACE MOTION
 CU0217
 CU0217  HISTORY     - Date     Condition        Report By
 CU0217  HISTORY     - 1961     MONUMENTED       CGS
 CU0217  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0217  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0217
 CU0217                          STATION DESCRIPTION
 CU0217
 CU0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0217'5.3 MI S FROM MERKEL.
 CU0217'5.3 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL, 88
 CU0217'FEET NORTHWEST OF THE CENTER OF A RAILROAD CROSSING, 42 FEET SOUTHWEST
 CU0217'OF THE CENTER LINE OF FARM ROAD 126, 42 FEET NORTH OF THE NORTH RAIL
 CU0217'OF THE MAIN TRACK, 4 FEET BELOW THE LEVEL OF THE ROAD, 3 FEET EAST OF
 CU0217'A TELEPHONE POLE, 6 FEET SOUTH OF METAL WITNESS POST WITH SIGN, SET IN
 CU0217'TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET BELOW THE GROUND SURFACE,
 CU0217'COVERED WITH BROKEN GLASS AND DIRT.
 CU0217
 CU0217                          STATION RECOVERY (1994)
 CU0217
 CU0217'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0217'MARK NOT FOUND.
 CU0217
 CU0217                          STATION RECOVERY (2001)
 CU0217
 CU0217'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0681 ***********************************************************************
 CT0681  DESIGNATION -  H 1158
 CT0681  PID         -  CT0681
 CT0681  STATE/COUNTY-  TX/TAYLOR
 CT0681  USGS QUAD   -  VIEW (1984)
 CT0681
 CT0681                         *CURRENT SURVEY CONTROL
 CT0681  ___________________________________________________________________
 CT0681* NAD 83(1986)-  32 15 11.     (N)    099 59 08.     (W)     SCALED    
 CT0681* NAVD 88     -       649.187  (meters)    2129.87   (feet)  ADJUSTED  
 CT0681  ___________________________________________________________________
 CT0681  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CT0681  DYNAMIC HT  -         648.323 (meters)    2127.04  (feet)  COMP
 CT0681  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 CT0681
 CT0681  VERT ORDER  -  SECOND    CLASS 0
 CT0681
 CT0681.The horizontal coordinates were scaled from a topographic map and have
 CT0681.an estimated accuracy of +/- 6 seconds.
 CT0681
 CT0681.The orthometric height was determined by differential leveling
 CT0681.and adjusted by the National Geodetic Survey in June 1991..
 CT0681
 CT0681.The geoid height was determined by GEOID03.
 CT0681
 CT0681.The dynamic height is computed by dividing the NAVD 88
 CT0681.geopotential number by the normal gravity value computed on the
 CT0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0681.degrees latitude (g = 980.6199 gals.).
 CT0681
 CT0681.The modeled gravity was interpolated from observed gravity values.
 CT0681
 CT0681;                    North         East    Units  Estimated Accuracy
 CT0681;SPC TXNC     - 2,066,020.      460,020.      MT  (+/- 180 meters Scaled)
 CT0681
 CT0681                          SUPERSEDED SURVEY CONTROL
 CT0681
 CT0681  NGVD 29 (??/??/92)  649.003  (m)         2129.27   (f) ADJ UNCH    2 0
 CT0681
 CT0681.Superseded values are not recommended for survey control.
 CT0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0681.See file dsdata.txt to determine how the superseded data were derived.
 CT0681
 CT0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA071689(NAD 83)
 CT0681_MARKER: DB = BENCH MARK DISK
 CT0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0681_SP_SET: BRIDGE
 CT0681_STAMPING: H 1158 1961
 CT0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0681
 CT0681  HISTORY     - Date     Condition        Report By
 CT0681  HISTORY     - 1961     MONUMENTED       CGS
 CT0681  HISTORY     - 19940805 GOOD             USPSQD
 CT0681
 CT0681                          STATION DESCRIPTION
 CT0681
 CT0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0681'8.9 MI SW FROM VIEW.
 CT0681'8.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CT0681'AT VIEW, 25 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CT0681'TOP OF THE NORTHWEST CONCRETE HEADWALL OF A BRIDGE UNDER THE HIGHWAY.
 CT0681
 CT0681                          STATION RECOVERY (1994)
 CT0681
 CT0681'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0614 ***********************************************************************
 CT0614  DESIGNATION -  H 1159
 CT0614  PID         -  CT0614
 CT0614  STATE/COUNTY-  TX/CALLAHAN
 CT0614  USGS QUAD   -  OPLIN (1987)
 CT0614
 CT0614                         *CURRENT SURVEY CONTROL
 CT0614  ___________________________________________________________________
 CT0614* NAD 83(1986)-  32 08 48.     (N)    099 33 29.     (W)     SCALED    
 CT0614* NAVD 88     -       613.399  (meters)    2012.46   (feet)  POSTED    
 CT0614  ___________________________________________________________________
 CT0614  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CT0614  DYNAMIC HT  -         612.590 (meters)    2009.81  (feet)  COMP
 CT0614  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 CT0614
 CT0614  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0614
 CT0614.The horizontal coordinates were scaled from a topographic map and have
 CT0614.an estimated accuracy of +/- 6 seconds.
 CT0614
 CT0614.The orthometric height was determined by differential leveling
 CT0614.and adjusted by the National Geodetic Survey in 1992..
 CT0614.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0614.rate of 1.1 thru 2.0 mm/km.
 CT0614
 CT0614.The geoid height was determined by GEOID03.
 CT0614
 CT0614.The dynamic height is computed by dividing the NAVD 88
 CT0614.geopotential number by the normal gravity value computed on the
 CT0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0614.degrees latitude (g = 980.6199 gals.).
 CT0614
 CT0614.The modeled gravity was interpolated from observed gravity values.
 CT0614
 CT0614;                    North         East    Units  Estimated Accuracy
 CT0614;SPC TXNC     - 2,053,730.      500,180.      MT  (+/- 180 meters Scaled)
 CT0614
 CT0614                          SUPERSEDED SURVEY CONTROL
 CT0614
 CT0614  NGVD 29 (??/??/92)  613.250  (m)         2011.97   (f) ADJ UNCH    1 2
 CT0614
 CT0614.Superseded values are not recommended for survey control.
 CT0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0614.See file dsdata.txt to determine how the superseded data were derived.
 CT0614
 CT0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA473568(NAD 83)
 CT0614_MARKER: DB = BENCH MARK DISK
 CT0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0614_STAMPING: H 1159 1961
 CT0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0614+STABILITY: SURFACE MOTION
 CT0614
 CT0614  HISTORY     - Date     Condition        Report By
 CT0614  HISTORY     - 1961     MONUMENTED       CGS
 CT0614  HISTORY     - 1967     GOOD             USGS
 CT0614
 CT0614                          STATION DESCRIPTION
 CT0614
 CT0614'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CT0614'11.9 MI E FROM LAWN.
 CT0614'11.9 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0614'37 FEET EAST OF THE CENTERLINE OF FARM ROAD 604, 3 FEET WEST OF A
 CT0614'POWER POLE, 3 FEET NORTH OF A METAL WITNESS POST WITH THE SIGN, 1 FOOT
 CT0614'WEST OF A FENCE, LEVEL WITH THE ROAD, SET IN TOP OF A ROUND CONCRETE
 CT0614'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0477 ***********************************************************************
 CT0477  DESIGNATION -  H 1160
 CT0477  PID         -  CT0477
 CT0477  STATE/COUNTY-  TX/TAYLOR
 CT0477  USGS QUAD   -  TUSCOLA (1967)
 CT0477
 CT0477                         *CURRENT SURVEY CONTROL
 CT0477  ___________________________________________________________________
 CT0477* NAD 83(1986)-  32 12 09.     (N)    099 47 20.     (W)     SCALED    
 CT0477* NAVD 88     -       598.548  (meters)    1963.74   (feet)  ADJUSTED  
 CT0477  ___________________________________________________________________
 CT0477  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CT0477  DYNAMIC HT  -         597.766 (meters)    1961.17  (feet)  COMP
 CT0477  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 CT0477
 CT0477  VERT ORDER  -  FIRST     CLASS II
 CT0477
 CT0477.The horizontal coordinates were scaled from a topographic map and have
 CT0477.an estimated accuracy of +/- 6 seconds.
 CT0477
 CT0477.The orthometric height was determined by differential leveling
 CT0477.and adjusted by the National Geodetic Survey in June 1991..
 CT0477
 CT0477.The geoid height was determined by GEOID03.
 CT0477
 CT0477.The dynamic height is computed by dividing the NAVD 88
 CT0477.geopotential number by the normal gravity value computed on the
 CT0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0477.degrees latitude (g = 980.6199 gals.).
 CT0477
 CT0477.The modeled gravity was interpolated from observed gravity values.
 CT0477
 CT0477;                    North         East    Units  Estimated Accuracy
 CT0477;SPC TXNC     - 2,060,170.      478,480.      MT  (+/- 180 meters Scaled)
 CT0477
 CT0477                          SUPERSEDED SURVEY CONTROL
 CT0477
 CT0477  NGVD 29 (??/??/92)  598.398  (m)         1963.24   (f) ADJ UNCH    1 2
 CT0477
 CT0477.Superseded values are not recommended for survey control.
 CT0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0477.See file dsdata.txt to determine how the superseded data were derived.
 CT0477
 CT0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA256631(NAD 83)
 CT0477_MARKER: DB = BENCH MARK DISK
 CT0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0477_STAMPING: H 1160 1961
 CT0477_MARK LOGO: CGS   
 CT0477_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0477+STABILITY: SURFACE MOTION
 CT0477
 CT0477  HISTORY     - Date     Condition        Report By
 CT0477  HISTORY     - 1961     MONUMENTED       CGS
 CT0477  HISTORY     - 1982     GOOD             NGS
 CT0477  HISTORY     - 19940708 GOOD             USPSQD
 CT0477
 CT0477                          STATION DESCRIPTION
 CT0477
 CT0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0477'0.5 MI SE FROM TUSCOLA.
 CT0477'0.5 MILE SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 CT0477'THE RAILROAD STATION AT TUSCOLA, 94 FEET NORTHEAST OF RAILROAD SIGNAL
 CT0477'4141, 35.8 FEET EAST OF THE EAST RAIL, 28.9 FEET WEST OF THE CENTER OF
 CT0477'A GRAVEL ROAD, 6.6 FEET NORTH OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF
 CT0477'A METAL WITNESS POST WITH SIGN, 3 FEET BELOW THE LEVEL OF THE
 CT0477'RAILROAD, 1 FOOT BELOW THE LEVEL OF THE GRAVEL ROAD, SET IN TOP OF A
 CT0477'ROUND CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 CT0477
 CT0477                          STATION RECOVERY (1982)
 CT0477
 CT0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0477'10.6 KM (6.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CT0477'WITH FARM ROAD 604 IN LAWN, THENCE 3.9 KM (2.4 MI) SOUTHWESTERLY ALONG
 CT0477'U.S. HIGHWAY 83, THENCE 1.8 KM (1.1 MI) SOUTHEASTERLY ALONG THE
 CT0477'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 28.7 METERS (94.2 FT)
 CT0477'NORTHEAST OF SIGNAL NUMBER 4141, 10.9 METERS (35.8 FT) EAST-NORTHEAST
 CT0477'OF THE NEAR RAIL, 8.8 METERS (28.9 FT) WEST-SOUTHWEST OF THE CENTER OF
 CT0477'A GRAVELED ROAD AND 2.0 METERS (6.6 FT) NORTH OF A UTILITY POLE.
 CT0477'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CT0477'THE MARK IS 0.9 M BELOW THE TRACKS.
 CT0477
 CT0477                          STATION RECOVERY (1994)
 CT0477
 CT0477'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0441 ***********************************************************************
 CR0441  DESIGNATION -  H 1162
 CR0441  PID         -  CR0441
 CR0441  STATE/COUNTY-  TX/SMITH
 CR0441  USGS QUAD   -  TYLER NORTH (1973)
 CR0441
 CR0441                         *CURRENT SURVEY CONTROL
 CR0441  ___________________________________________________________________
 CR0441* NAD 83(1986)-  32 25 52.     (N)    095 21 50.     (W)     SCALED    
 CR0441* NAVD 88     -       145.991  (meters)     478.97   (feet)  ADJUSTED  
 CR0441  ___________________________________________________________________
 CR0441  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CR0441  DYNAMIC HT  -         145.821 (meters)     478.41  (feet)  COMP
 CR0441  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 CR0441
 CR0441  VERT ORDER  -  FIRST     CLASS II
 CR0441
 CR0441.The horizontal coordinates were scaled from a topographic map and have
 CR0441.an estimated accuracy of +/- 6 seconds.
 CR0441
 CR0441.The orthometric height was determined by differential leveling
 CR0441.and adjusted by the National Geodetic Survey in June 1991..
 CR0441
 CR0441.The geoid height was determined by GEOID03.
 CR0441
 CR0441.The dynamic height is computed by dividing the NAVD 88
 CR0441.geopotential number by the normal gravity value computed on the
 CR0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0441.degrees latitude (g = 980.6199 gals.).
 CR0441
 CR0441.The modeled gravity was interpolated from observed gravity values.
 CR0441
 CR0441;                    North         East    Units  Estimated Accuracy
 CR0441;SPC TXNC     - 2,089,170.      894,880.      MT  (+/- 180 meters Scaled)
 CR0441
 CR0441                          SUPERSEDED SURVEY CONTROL
 CR0441
 CR0441  NGVD 29 (??/??/92)  146.020  (m)          479.07   (f) ADJ UNCH    1 2
 CR0441
 CR0441.Superseded values are not recommended for survey control.
 CR0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0441.See file dsdata.txt to determine how the superseded data were derived.
 CR0441
 CR0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR777906(NAD 83)
 CR0441_MARKER: DB = BENCH MARK DISK
 CR0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0441_STAMPING: H 1162 1959
 CR0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0441+STABILITY: SURFACE MOTION
 CR0441
 CR0441  HISTORY     - Date     Condition        Report By
 CR0441  HISTORY     - 1959     MONUMENTED       CGS
 CR0441  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0441
 CR0441                          STATION DESCRIPTION
 CR0441
 CR0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0441'6.8 MI N FROM TYLER.
 CR0441'ABOUT 6.8 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0441'FROM THE STATION AT TYLER, OR ABOUT 6.5 MILES SOUTH ALONG THE
 CR0441'INTERNATIONAL-GREAT NORTHERN RAILROAD FROM THE STATION AT LINDALE, 13
 CR0441'FEET WEST-NORTHWEST OF MILEPOST 26, 20 FEET NORTHEAST OF THE NORTHEAST
 CR0441'RAIL, 64 FEET NORTH OF THE CENTER OF A PAVED ROAD CROSSING, 48 FEET
 CR0441'SOUTH OF THE SOUTH CORNER OF A STEEL MESH FENCE, 1.5 FEET SOUTH OF A
 CR0441'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND IN
 CR0441'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CR0441
 CR0441                          STATION RECOVERY (2004)
 CR0441
 CR0441'RECOVERY NOTE BY US POWER SQUADRON 2004 (CS)
 CR0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0318 ***********************************************************************
 CR0318  DESIGNATION -  H 1163
 CR0318  PID         -  CR0318
 CR0318  STATE/COUNTY-  TX/WOOD
 CR0318  USGS QUAD   -  MINEOLA (1981)
 CR0318
 CR0318                         *CURRENT SURVEY CONTROL
 CR0318  ___________________________________________________________________
 CR0318* NAD 83(1986)-  32 37 31.     (N)    095 27 40.     (W)     SCALED    
 CR0318* NAVD 88     -        97.551  (meters)     320.05   (feet)  ADJUSTED  
 CR0318  ___________________________________________________________________
 CR0318  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CR0318  DYNAMIC HT  -          97.440 (meters)     319.68  (feet)  COMP
 CR0318  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 CR0318
 CR0318  VERT ORDER  -  FIRST     CLASS II
 CR0318
 CR0318.The horizontal coordinates were scaled from a topographic map and have
 CR0318.an estimated accuracy of +/- 6 seconds.
 CR0318
 CR0318.The orthometric height was determined by differential leveling
 CR0318.and adjusted by the National Geodetic Survey in June 1991..
 CR0318
 CR0318.The geoid height was determined by GEOID03.
 CR0318
 CR0318.The dynamic height is computed by dividing the NAVD 88
 CR0318.geopotential number by the normal gravity value computed on the
 CR0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0318.degrees latitude (g = 980.6199 gals.).
 CR0318
 CR0318.The modeled gravity was interpolated from observed gravity values.
 CR0318
 CR0318;                    North         East    Units  Estimated Accuracy
 CR0318;SPC TXNC     - 2,110,430.      885,120.      MT  (+/- 180 meters Scaled)
 CR0318
 CR0318                          SUPERSEDED SURVEY CONTROL
 CR0318
 CR0318  NGVD 29 (??/??/92)   97.579  (m)          320.14   (f) ADJ UNCH    1 2
 CR0318
 CR0318.Superseded values are not recommended for survey control.
 CR0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0318.See file dsdata.txt to determine how the superseded data were derived.
 CR0318
 CR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS690124(NAD 83)
 CR0318_MARKER: DB = BENCH MARK DISK
 CR0318_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CR0318_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CR0318_STAMPING: H 1163 1959
 CR0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0318
 CR0318  HISTORY     - Date     Condition        Report By
 CR0318  HISTORY     - 1959     MONUMENTED       CGS
 CR0318  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0318
 CR0318                          STATION DESCRIPTION
 CR0318
 CR0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0318'3.3 MI S FROM MINEOLA.
 CR0318'ABOUT 3.3 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0318'FROM THE TEXAS AND PACIFIC RAILROAD STATION AT MINEOLA, 11 1/2 FEET
 CR0318'SOUTHWEST OF THE 2ND POLE NORTHWEST OF MILEPOST 41, 15 1/2 FEET
 CR0318'NORTHEAST OF THE NORTHEAST RAIL, 36 FEET SOUTHWEST OF A FENCE, 24 1/2
 CR0318'FEET EAST OF THE EAST CORNER OF A TRESTLE, ABOUT 3 FEET BELOW THE
 CR0318'LEVEL OF THE TRACKS, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE
 CR0318'PROJECTING 1 FOOT.
 CR0318
 CR0318                          STATION RECOVERY (1995)
 CR0318
 CR0318'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0771 ***********************************************************************
 BL0771  DESIGNATION -  H 1164
 BL0771  PID         -  BL0771
 BL0771  STATE/COUNTY-  TX/TRINITY
 BL0771  USGS QUAD   -  TRINITY EAST (1972)
 BL0771
 BL0771                         *CURRENT SURVEY CONTROL
 BL0771  ___________________________________________________________________
 BL0771* NAD 83(1986)-  30 56 22.     (N)    095 20 57.     (W)     SCALED    
 BL0771* NAVD 88     -        51.91   (+/-2cm)     170.3    (feet)  VERTCON   
 BL0771  ___________________________________________________________________
 BL0771  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL0771
 BL0771  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0771
 BL0771.The horizontal coordinates were scaled from a topographic map and have
 BL0771.an estimated accuracy of +/- 6 seconds.
 BL0771
 BL0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0771.The vertical order pertains to the NGVD 29 superseded value.
 BL0771
 BL0771.The geoid height was determined by GEOID03.
 BL0771
 BL0771;                    North         East    Units  Estimated Accuracy
 BL0771;SPC TX C     - 3,151,760.    1,176,090.      MT  (+/- 180 meters Scaled)
 BL0771
 BL0771                          SUPERSEDED SURVEY CONTROL
 BL0771
 BL0771  NGVD 29 (??/??/92)   51.909  (m)          170.30   (f) ADJ UNCH    1 2
 BL0771
 BL0771.Superseded values are not recommended for survey control.
 BL0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0771.See file dsdata.txt to determine how the superseded data were derived.
 BL0771
 BL0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ755252(NAD 83)
 BL0771_MARKER: DB = BENCH MARK DISK
 BL0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0771_SP_SET: CULVERT
 BL0771_STAMPING: H 1164 1960
 BL0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0771
 BL0771  HISTORY     - Date     Condition        Report By
 BL0771  HISTORY     - 1960     MONUMENTED       CGS
 BL0771  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0771
 BL0771                          STATION DESCRIPTION
 BL0771
 BL0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BL0771'1.9 MI E FROM TRINITY.
 BL0771'ABOUT 1.9 MILES EAST ALONG FARM ROAD 356 FROM THE MISSOURI PACIFIC
 BL0771'RAILROAD STATION AT TRINITY, 22 FEET SOUTH OF THE CENTER LINE OF THE
 BL0771'ROAD, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A
 BL0771'CULVERT, NEAR THE MIDDLE OF AN S CURVE AND ABOUT 3 FEET BELOW THE
 BL0771'LEVEL OF THE ROAD.
 BL0771
 BL0771                          STATION RECOVERY (1996)
 BL0771
 BL0771'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0772 ***********************************************************************
 BL0772  DESIGNATION -  H 1164 RESET 1972
 BL0772  PID         -  BL0772
 BL0772  STATE/COUNTY-  TX/TRINITY
 BL0772  USGS QUAD   -  TRINITY EAST (1972)
 BL0772
 BL0772                         *CURRENT SURVEY CONTROL
 BL0772  ___________________________________________________________________
 BL0772* NAD 83(1986)-  30 56 22.     (N)    095 20 56.     (W)     SCALED    
 BL0772* NAVD 88     -        53.19   (+/-2cm)     174.5    (feet)  VERTCON   
 BL0772  ___________________________________________________________________
 BL0772  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BL0772
 BL0772  VERT ORDER  -  THIRD (See Below)
 BL0772
 BL0772.The horizontal coordinates were scaled from a topographic map and have
 BL0772.an estimated accuracy of +/- 6 seconds.
 BL0772
 BL0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0772.The vertical order pertains to the NGVD 29 superseded value.
 BL0772
 BL0772.The geoid height was determined by GEOID03.
 BL0772
 BL0772;                    North         East    Units  Estimated Accuracy
 BL0772;SPC TX C     - 3,151,760.    1,176,120.      MT  (+/- 180 meters Scaled)
 BL0772
 BL0772                          SUPERSEDED SURVEY CONTROL
 BL0772
 BL0772  NGVD 29 (01/29/03)   53.19   (m)          174.5    (f) RESET       3  
 BL0772
 BL0772.Superseded values are not recommended for survey control.
 BL0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0772.See file dsdata.txt to determine how the superseded data were derived.
 BL0772
 BL0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ755252(NAD 83)
 BL0772_MARKER: DD = SURVEY DISK
 BL0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0772_STAMPING: H 1164 RESET 1972
 BL0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0772+STABILITY: SURFACE MOTION
 BL0772
 BL0772  HISTORY     - Date     Condition        Report By
 BL0772  HISTORY     - 1972     MONUMENTED       TXHD
 BL0772
 BL0772                          STATION DESCRIPTION
 BL0772
 BL0772'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 BL0772'1.9 MI E FROM TRINITY.
 BL0772'ABOUT 1.9 MILES EAST ALONG FARM ROAD 356 FROM THE MISSOURI PACIFIC
 BL0772'RAILROAD STATION AT TRINITY, 50 FEET SOUTH OF THE CENTER LINE OF THE
 BL0772'ROAD, 7 FEET EAST AND 20 FEET SOUTH OF THE SOUTH END OF A CONCRETE BOX
 BL0772'CULVERT AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 BL0772'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1358 ***********************************************************************
 BY1358  DESIGNATION -  H 1165
 BY1358  PID         -  BY1358
 BY1358  STATE/COUNTY-  TX/HOUSTON
 BY1358  USGS QUAD   -  GRAPELAND (1951)
 BY1358
 BY1358                         *CURRENT SURVEY CONTROL
 BY1358  ___________________________________________________________________
 BY1358* NAD 83(1986)-  31 23 54.     (N)    095 28 50.     (W)     SCALED    
 BY1358* NAVD 88     -       115.319  (meters)     378.34   (feet)  ADJUSTED  
 BY1358  ___________________________________________________________________
 BY1358  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BY1358  DYNAMIC HT  -         115.175 (meters)     377.87  (feet)  COMP
 BY1358  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
 BY1358
 BY1358  VERT ORDER  -  FIRST     CLASS II
 BY1358
 BY1358.The horizontal coordinates were scaled from a topographic map and have
 BY1358.an estimated accuracy of +/- 6 seconds.
 BY1358
 BY1358.The orthometric height was determined by differential leveling
 BY1358.and adjusted by the National Geodetic Survey in June 1991..
 BY1358
 BY1358.The geoid height was determined by GEOID03.
 BY1358
 BY1358.The dynamic height is computed by dividing the NAVD 88
 BY1358.geopotential number by the normal gravity value computed on the
 BY1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1358.degrees latitude (g = 980.6199 gals.).
 BY1358
 BY1358.The modeled gravity was interpolated from observed gravity values.
 BY1358
 BY1358;                    North         East    Units  Estimated Accuracy
 BY1358;SPC TX C     - 3,202,030.    1,161,330.      MT  (+/- 180 meters Scaled)
 BY1358
 BY1358                          SUPERSEDED SURVEY CONTROL
 BY1358
 BY1358  NGVD 29 (??/??/92)  115.304  (m)          378.29   (f) ADJ UNCH    1 2
 BY1358
 BY1358.Superseded values are not recommended for survey control.
 BY1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1358.See file dsdata.txt to determine how the superseded data were derived.
 BY1358
 BY1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ641764(NAD 83)
 BY1358_MARKER: DB = BENCH MARK DISK
 BY1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1358_STAMPING: H 1165 1960
 BY1358_PROJECTION: FLUSH
 BY1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1358+STABILITY: SURFACE MOTION
 BY1358
 BY1358  HISTORY     - Date     Condition        Report By
 BY1358  HISTORY     - 1960     MONUMENTED       CGS
 BY1358  HISTORY     - 1980     GOOD             NGS
 BY1358
 BY1358                          STATION DESCRIPTION
 BY1358
 BY1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1358'6.1 MI N FROM CROCKETT.
 BY1358'ABOUT 6.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1358'STATION AT CROCKETT, ABOUT 6.85 MILES SOUTH FROM THE STATION AT
 BY1358'GRAPELAND, 89 FEET NORTH-NORTHEAST OF AND ACROSS THE TRACKS FROM THE
 BY1358'FIRST POLE SOUTHEAST OF POLE 31/10, 31 FEET NORTHEAST OF THE NORTHEAST
 BY1358'RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 15 1/2 FEET SOUTHWEST OF
 BY1358'A FENCE, 18 1/2 FEET SOUTH OF A FENCE CORNER POST, 62 FEET NORTHWEST
 BY1358'OF A TELEPHONE POLE, 32 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT
 BY1358'ROAD THAT CROSSES THE TRACK, 38 FEET SOUTHWEST OF THE CENTER LINE OF A
 BY1358'DIRT ROAD PARALLELING THE TRACK, ABOUT LEVEL WITH THE TRACK AND IN THE
 BY1358'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BY1358
 BY1358                          STATION RECOVERY (1980)
 BY1358
 BY1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1358'9.2 KM. (5.7 MI.) NORTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY1358'FROM THE HOUSTON COUNTY COURTHOUSE IN CROCKETT, THENCE 0.3 KM.
 BY1358'(0.2 MI.) WEST ALONG A DIRT ROAD, THENCE 0.5 KM. (0.3 MI.)
 BY1358'NORTH-NORTHWEST ALONG A DIRT ROAD, ALSO 10.2 KM. (6.35 MI.) SOUTH
 BY1358'ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287 FROM THE JUNCTION OF FARM
 BY1358'ROAD 2423 IN GRAPELAND, THENCE 0.9 KM. (0.55 MI.) WEST-SOUTHWEST ALONG
 BY1358'A DIRT ROAD, AT THE CROSSING OF AN EAST-WEST DIRT ROAD OVER THE
 BY1358'MISSOURI PACIFIC RAILROAD, 9.4 M. (31.0 FT.) EAST OF THE EAST RAIL,
 BY1358'9.8 M. (32.0 FT.) SOUTHEAST OF THE CENTERLINE OF THE EAST-WEST DIRT
 BY1358'ROAD, 11.6 M. (38.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD
 BY1358'WHICH PARALLELS THE TRACKS.
 BY1358'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 BY1358'THE MARK IS 0.3 M BELOW THE EAST-WEST DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2109 ***********************************************************************
 BY2109  DESIGNATION -  H 1166
 BY2109  PID         -  BY2109
 BY2109  STATE/COUNTY-  TX/ANDERSON
 BY2109  USGS QUAD   -  SOUTHEAST PALESTINE (1982)
 BY2109
 BY2109                         *CURRENT SURVEY CONTROL
 BY2109  ___________________________________________________________________
 BY2109* NAD 83(1986)-  31 38 09.     (N)    095 35 39.     (W)     SCALED    
 BY2109* NAVD 88     -        99.54   (+/-2cm)     326.6    (feet)  VERTCON   
 BY2109  ___________________________________________________________________
 BY2109  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY2109
 BY2109  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2109
 BY2109.The horizontal coordinates were scaled from a topographic map and have
 BY2109.an estimated accuracy of +/- 6 seconds.
 BY2109
 BY2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2109.The vertical order pertains to the NGVD 29 superseded value.
 BY2109
 BY2109.The geoid height was determined by GEOID03.
 BY2109
 BY2109;                    North         East    Units  Estimated Accuracy
 BY2109;SPC TX C     - 3,227,870.    1,149,420.      MT  (+/- 180 meters Scaled)
 BY2109
 BY2109                          SUPERSEDED SURVEY CONTROL
 BY2109
 BY2109  NGVD 29 (??/??/92)   99.519  (m)          326.51   (f) ADJ UNCH    1 2
 BY2109
 BY2109.Superseded values are not recommended for survey control.
 BY2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2109.See file dsdata.txt to determine how the superseded data were derived.
 BY2109
 BY2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR539029(NAD 83)
 BY2109_MARKER: DB = BENCH MARK DISK
 BY2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2109_STAMPING: H 1166 1960
 BY2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2109+STABILITY: SURFACE MOTION
 BY2109
 BY2109  HISTORY     - Date     Condition        Report By
 BY2109  HISTORY     - 1960     MONUMENTED       CGS
 BY2109
 BY2109                          STATION DESCRIPTION
 BY2109
 BY2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY2109'1.25 MI NW FROM ELKHART.
 BY2109'ABOUT 1.25 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BY2109'THE STATION AT ELKHART, 81 FEET NORTH OF AND ACROSS THE TRACK FROM
 BY2109'MILEPOST 11, 44 FEET NORTH OF THE NORTH RAIL, 14 FEET WEST OF THE
 BY2109'CENTER OF AN IRON GATE, 4 1/2 FEET SOUTH OF A FENCE, ABOUT 2 1/2 FEET
 BY2109'ABOVE THE LEVEL OF THE RAILS, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE
 BY2109'THAT PROJECTS 1 FOOT.  NOTE-- 18 FEET WEST-NORTHWEST OF BENCH MARK H
 BY2109'1166, IN THE SOUTH ROOT OF A 16-INCH OAK TREE, A COPPER NAIL AND
 BY2109'WASHER STAMPED AN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0078 ***********************************************************************
 DO0078  DESIGNATION -  H 1167
 DO0078  PID         -  DO0078
 DO0078  STATE/COUNTY-  TX/CLAY
 DO0078  USGS QUAD   -  JOY (1964)
 DO0078
 DO0078                         *CURRENT SURVEY CONTROL
 DO0078  ___________________________________________________________________
 DO0078* NAD 83(1986)-  33 33 23.     (N)    098 08 22.     (W)     SCALED    
 DO0078* NAVD 88     -       324.493  (meters)    1064.61   (feet)  ADJUSTED  
 DO0078  ___________________________________________________________________
 DO0078  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DO0078  DYNAMIC HT  -         324.129 (meters)    1063.41  (feet)  COMP
 DO0078  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 DO0078
 DO0078  VERT ORDER  -  SECOND    CLASS 0
 DO0078
 DO0078.The horizontal coordinates were scaled from a topographic map and have
 DO0078.an estimated accuracy of +/- 6 seconds.
 DO0078
 DO0078.The orthometric height was determined by differential leveling
 DO0078.and adjusted by the National Geodetic Survey in June 1991..
 DO0078
 DO0078.The geoid height was determined by GEOID03.
 DO0078
 DO0078.The dynamic height is computed by dividing the NAVD 88
 DO0078.geopotential number by the normal gravity value computed on the
 DO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0078.degrees latitude (g = 980.6199 gals.).
 DO0078
 DO0078.The modeled gravity was interpolated from observed gravity values.
 DO0078
 DO0078;                    North         East    Units  Estimated Accuracy
 DO0078;SPC TXNC     - 2,209,610.      633,480.      MT  (+/- 180 meters Scaled)
 DO0078
 DO0078                          SUPERSEDED SURVEY CONTROL
 DO0078
 DO0078  NGVD 29 (??/??/92)  324.564  (m)         1064.84   (f) ADJ UNCH    2 0
 DO0078
 DO0078.Superseded values are not recommended for survey control.
 DO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0078.See file dsdata.txt to determine how the superseded data were derived.
 DO0078
 DO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC798133(NAD 83)
 DO0078_MARKER: DB = BENCH MARK DISK
 DO0078_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DO0078_SP_SET: 9.5 FT
 DO0078_STAMPING: H 1167 1961
 DO0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0078
 DO0078  HISTORY     - Date     Condition        Report By
 DO0078  HISTORY     - 1961     MONUMENTED       CGS
 DO0078  HISTORY     - 1984     GOOD             NGS
 DO0078
 DO0078                          STATION DESCRIPTION
 DO0078
 DO0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0078'IN BUFFALO SPRINGS.
 DO0078'AT BUFFALO SPRINGS, 126 FEET WEST OF THE CENTER OF THE INTERSECTION OF
 DO0078'FARM ROAD 174 AND A NORTH-SOUTH GRADED DIRT ROAD, 32 FEET NORTH OF THE
 DO0078'CENTER LINE OF FARM ROAD 174, 42 FEET SOUTHWEST OF THE SOUTHWEST
 DO0078'CORNER OF CECILS STORE AND STATION, 4 1/2 FEET WEST OF THE WEST EDGE
 DO0078'OF THE BUFFALO SPRINGS LANDMARK MONUMENT, 1.2 FEET NORTH OF A METAL
 DO0078'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 DO0078'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 1/2 FEET AND
 DO0078'IS ENCASED IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
 DO0078
 DO0078                          STATION RECOVERY (1984)
 DO0078
 DO0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0232 ***********************************************************************
 DO0232  DESIGNATION -  H 1168
 DO0232  PID         -  DO0232
 DO0232  STATE/COUNTY-  TX/JACK
 DO0232  USGS QUAD   -  JOHNSON LAKE (1964)
 DO0232
 DO0232                         *CURRENT SURVEY CONTROL
 DO0232  ___________________________________________________________________
 DO0232* NAD 83(1986)-  33 18 43.     (N)    098 11 04.     (W)     SCALED    
 DO0232* NAVD 88     -       334.089  (meters)    1096.09   (feet)  ADJUSTED  
 DO0232  ___________________________________________________________________
 DO0232  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 DO0232  DYNAMIC HT  -         333.710 (meters)    1094.85  (feet)  COMP
 DO0232  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 DO0232
 DO0232  VERT ORDER  -  SECOND    CLASS 0
 DO0232
 DO0232.The horizontal coordinates were scaled from a topographic map and have
 DO0232.an estimated accuracy of +/- 6 seconds.
 DO0232
 DO0232.The orthometric height was determined by differential leveling
 DO0232.and adjusted by the National Geodetic Survey in June 1991..
 DO0232
 DO0232.The geoid height was determined by GEOID03.
 DO0232
 DO0232.The dynamic height is computed by dividing the NAVD 88
 DO0232.geopotential number by the normal gravity value computed on the
 DO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0232.degrees latitude (g = 980.6199 gals.).
 DO0232
 DO0232.The modeled gravity was interpolated from observed gravity values.
 DO0232
 DO0232;                    North         East    Units  Estimated Accuracy
 DO0232;SPC TXNC     - 2,182,490.      629,380.      MT  (+/- 180 meters Scaled)
 DO0232
 DO0232                          SUPERSEDED SURVEY CONTROL
 DO0232
 DO0232  NGVD 29 (??/??/92)  334.175  (m)         1096.37   (f) ADJ UNCH    2 0
 DO0232
 DO0232.Superseded values are not recommended for survey control.
 DO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0232.See file dsdata.txt to determine how the superseded data were derived.
 DO0232
 DO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB759861(NAD 83)
 DO0232_MARKER: DB = BENCH MARK DISK
 DO0232_SETTING: 66 = SET IN ROCK OUTCROP
 DO0232_SP_SET: SANDSTONE
 DO0232_STAMPING: H 1168 1961
 DO0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0232+STABILITY: POSITION/ELEVATION WELL
 DO0232
 DO0232  HISTORY     - Date     Condition        Report By
 DO0232  HISTORY     - 1961     MONUMENTED       CGS
 DO0232  HISTORY     - 1984     GOOD             NGS
 DO0232  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0232  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0232
 DO0232                          STATION DESCRIPTION
 DO0232
 DO0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0232'6.8 MI N FROM JACKSBORO.
 DO0232'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0232'199 AND 148 FROM THE COURTHOUSE AT JACKSBORO, THENCE 6.1 MILES NORTH
 DO0232'ALONG STATE HIGHWAY 148, 77 FEET WEST OF THE CENTER LINE OF THE
 DO0232'HIGHWAY, SET IN THE TOP OF A FLAT MASS OF SANDSTONE, ABOUT 250 FEET
 DO0232'NORTH OF THE NORTH END OF A CUT, 2 1/2 FEET WEST OF A FENCE, ABOUT 6
 DO0232'FEET BELOW THE LEVEL OF THE HIGHWAY, AND ABOUT FLUSH WITH THE GROUND.
 DO0232
 DO0232                          STATION RECOVERY (1984)
 DO0232
 DO0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0232'RECOVERED IN GOOD CONDITION.
 DO0232
 DO0232                          STATION RECOVERY (2001)
 DO0232
 DO0232'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0232'MARK NOT FOUND.
 DO0232
 DO0232                          STATION RECOVERY (2005)
 DO0232
 DO0232'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0087 ***********************************************************************
 DO0087  DESIGNATION -  H 1169
 DO0087  PID         -  DO0087
 DO0087  STATE/COUNTY-  TX/ARCHER
 DO0087  USGS QUAD   -  WINDTHORST (1962)
 DO0087
 DO0087                         *CURRENT SURVEY CONTROL
 DO0087  ___________________________________________________________________
 DO0087* NAD 83(1986)-  33 34 40.     (N)    098 29 07.     (W)     SCALED    
 DO0087* NAVD 88     -       313.815  (meters)    1029.57   (feet)  ADJUSTED  
 DO0087  ___________________________________________________________________
 DO0087  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DO0087  DYNAMIC HT  -         313.459 (meters)    1028.41  (feet)  COMP
 DO0087  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 DO0087
 DO0087  VERT ORDER  -  SECOND    CLASS 0
 DO0087
 DO0087.The horizontal coordinates were scaled from a topographic map and have
 DO0087.an estimated accuracy of +/- 6 seconds.
 DO0087
 DO0087.The orthometric height was determined by differential leveling
 DO0087.and adjusted by the National Geodetic Survey in June 1991..
 DO0087
 DO0087.The geoid height was determined by GEOID03.
 DO0087
 DO0087.The dynamic height is computed by dividing the NAVD 88
 DO0087.geopotential number by the normal gravity value computed on the
 DO0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0087.degrees latitude (g = 980.6199 gals.).
 DO0087
 DO0087.The modeled gravity was interpolated from observed gravity values.
 DO0087
 DO0087;                    North         East    Units  Estimated Accuracy
 DO0087;SPC TXNC     - 2,211,930.      601,370.      MT  (+/- 180 meters Scaled)
 DO0087
 DO0087                          SUPERSEDED SURVEY CONTROL
 DO0087
 DO0087  NGVD 29 (??/??/92)  313.740  (m)         1029.33   (f) ADJ UNCH    2 0
 DO0087
 DO0087.Superseded values are not recommended for survey control.
 DO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0087.See file dsdata.txt to determine how the superseded data were derived.
 DO0087
 DO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC477154(NAD 83)
 DO0087_MARKER: DB = BENCH MARK DISK
 DO0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0087_STAMPING: H 1169 1961
 DO0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0087+STABILITY: SURFACE MOTION
 DO0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO0087+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 DO0087
 DO0087  HISTORY     - Date     Condition        Report By
 DO0087  HISTORY     - 1961     MONUMENTED       CGS
 DO0087  HISTORY     - 20010530 GOOD             USPSQD
 DO0087
 DO0087                          STATION DESCRIPTION
 DO0087
 DO0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0087'2.85 MI W FROM WINDTHORST.
 DO0087'ABOUT 2.85 MILES WEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 DO0087'WINDTHORST, 0.1 MILE WEST OF A LARGE CONCRETE CULVERT, ABOUT 300 FEET
 DO0087'SOUTHEAST OF A FARMHOUSE, 49 FEET NORTH OF THE CENTER LINE OF THE
 DO0087'HIGHWAY, 3 FEET EAST OF A CORNER FENCE POST, 1 1/2 FEET SOUTH OF A
 DO0087'FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 DO0087'OF A CONCRETE POST PROJECTING 6 INCHES.
 DO0087
 DO0087                          STATION RECOVERY (2001)
 DO0087
 DO0087'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0038 ***********************************************************************
 CA0038  DESIGNATION -  H 117
 CA0038  PID         -  CA0038
 CA0038  STATE/COUNTY-  TX/HAMILTON
 CA0038  USGS QUAD   -  HAMILTON EAST (1979)
 CA0038
 CA0038                         *CURRENT SURVEY CONTROL
 CA0038  ___________________________________________________________________
 CA0038* NAD 83(1986)-  31 42 10.     (N)    098 07 17.     (W)     SCALED    
 CA0038* NAVD 88     -       354.263  (meters)    1162.28   (feet)  ADJUSTED  
 CA0038  ___________________________________________________________________
 CA0038  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CA0038  DYNAMIC HT  -         353.808 (meters)    1160.79  (feet)  COMP
 CA0038  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 CA0038
 CA0038  VERT ORDER  -  SECOND    CLASS 0
 CA0038
 CA0038.The horizontal coordinates were scaled from a topographic map and have
 CA0038.an estimated accuracy of +/- 6 seconds.
 CA0038
 CA0038.The orthometric height was determined by differential leveling
 CA0038.and adjusted by the National Geodetic Survey in June 1991..
 CA0038
 CA0038.The geoid height was determined by GEOID03.
 CA0038
 CA0038.The dynamic height is computed by dividing the NAVD 88
 CA0038.geopotential number by the normal gravity value computed on the
 CA0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0038.degrees latitude (g = 980.6199 gals.).
 CA0038
 CA0038.The modeled gravity was interpolated from observed gravity values.
 CA0038
 CA0038;                    North         East    Units  Estimated Accuracy
 CA0038;SPC TX C     - 3,227,810.      909,660.      MT  (+/- 180 meters Scaled)
 CA0038
 CA0038                          SUPERSEDED SURVEY CONTROL
 CA0038
 CA0038  NGVD 29 (??/??/92)  354.180  (m)         1162.01   (f) ADJ UNCH    2 0
 CA0038
 CA0038.Superseded values are not recommended for survey control.
 CA0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0038.See file dsdata.txt to determine how the superseded data were derived.
 CA0038
 CA0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA832078(NAD 83)
 CA0038_MARKER: DB = BENCH MARK DISK
 CA0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0038_SP_SET: FOUNDATION
 CA0038_STAMPING: 1162.216 H 117 1933
 CA0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0038
 CA0038  HISTORY     - Date     Condition        Report By
 CA0038  HISTORY     - 1933     MONUMENTED       CGS
 CA0038  HISTORY     - 1955     MARK NOT FOUND   USGS
 CA0038  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CA0038
 CA0038                          STATION DESCRIPTION
 CA0038
 CA0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0038'IN HAMILTON.
 CA0038'AT HAMILTON, HAMILTON COUNTY, ON THE ST. LOUIS SOUTHWESTERN RAILWAY,
 CA0038'50 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 8.5 FEET EAST OF THE
 CA0038'CENTERLINE OF A SIDETRACK LEADING TO THE HAMILTON MILL AND ELEVATOR
 CA0038'CO., 240 FEET SOUTH OF THE CENTERLINE OF A STREET ALONG THE NORTH SIDE
 CA0038'OF THE ELEVATOR, AND IN THE FOUNDATION OF A LARGE CONCRETE CIRCULAR
 CA0038'BIN LEVEL WITH THE GROUND.
 CA0038
 CA0038                          STATION RECOVERY (1955)
 CA0038
 CA0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CA0038'MARK NOT FOUND.
 CA0038
 CA0038                          STATION RECOVERY (2001)
 CA0038
 CA0038'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0179 ***********************************************************************
 DO0179  DESIGNATION -  H 1170
 DO0179  PID         -  DO0179
 DO0179  STATE/COUNTY-  TX/JACK
 DO0179  USGS QUAD   -  JACKSBORO NE (1982)
 DO0179
 DO0179                         *CURRENT SURVEY CONTROL
 DO0179  ___________________________________________________________________
 DO0179* NAD 83(1986)-  33 10 14.     (N)    098 06 37.     (W)     SCALED    
 DO0179* NAVD 88     -       348.927  (meters)    1144.77   (feet)  ADJUSTED  
 DO0179  ___________________________________________________________________
 DO0179  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DO0179  DYNAMIC HT  -         348.522 (meters)    1143.44  (feet)  COMP
 DO0179  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 DO0179
 DO0179  VERT ORDER  -  SECOND    CLASS 0
 DO0179
 DO0179.The horizontal coordinates were scaled from a topographic map and have
 DO0179.an estimated accuracy of +/- 6 seconds.
 DO0179
 DO0179.The orthometric height was determined by differential leveling
 DO0179.and adjusted by the National Geodetic Survey in June 1991..
 DO0179
 DO0179.The geoid height was determined by GEOID03.
 DO0179
 DO0179.The dynamic height is computed by dividing the NAVD 88
 DO0179.geopotential number by the normal gravity value computed on the
 DO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0179.degrees latitude (g = 980.6199 gals.).
 DO0179
 DO0179.The modeled gravity was interpolated from observed gravity values.
 DO0179
 DO0179;                    North         East    Units  Estimated Accuracy
 DO0179;SPC TXNC     - 2,166,830.      636,350.      MT  (+/- 180 meters Scaled)
 DO0179
 DO0179                          SUPERSEDED SURVEY CONTROL
 DO0179
 DO0179  NGVD 29 (??/??/92)  348.848  (m)         1144.51   (f) ADJ UNCH    2 0
 DO0179
 DO0179.Superseded values are not recommended for survey control.
 DO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0179.See file dsdata.txt to determine how the superseded data were derived.
 DO0179
 DO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB829705(NAD 83)
 DO0179_MARKER: DB = BENCH MARK DISK
 DO0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0179_SP_SET: CULVERT
 DO0179_STAMPING: H 1170 1961
 DO0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0179
 DO0179  HISTORY     - Date     Condition        Report By
 DO0179  HISTORY     - 1961     MONUMENTED       CGS
 DO0179  HISTORY     - 20010325 GOOD             USPSQD
 DO0179  HISTORY     - 20050312 GOOD             USPSQD
 DO0179
 DO0179                          STATION DESCRIPTION
 DO0179
 DO0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0179'4.75 MI SE FROM JACKSBORO.
 DO0179'ABOUT 4.75 MILES SOUTHEAST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0179'199 FROM THE COURTHOUSE AT JACKSBORO, 0.4 MILE NORTHWEST OF A ROADSIDE
 DO0179'PARK, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST TRAFFIC
 DO0179'LANE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE SOUTHWEST
 DO0179'CONCRETE HEAD WALL OF A DOUBLE-CHANNEL CONCRETE CULVERT, AND ABOUT
 DO0179'LEVEL WITH THE HIGHWAY.
 DO0179
 DO0179                          STATION RECOVERY (2001)
 DO0179
 DO0179'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0179'RECOVERED IN GOOD CONDITION.
 DO0179
 DO0179                          STATION RECOVERY (2005)
 DO0179
 DO0179'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0353 ***********************************************************************
 CU0353  DESIGNATION -  H 1171
 CU0353  PID         -  CU0353
 CU0353  STATE/COUNTY-  TX/MITCHELL
 CU0353  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0353
 CU0353                         *CURRENT SURVEY CONTROL
 CU0353  ___________________________________________________________________
 CU0353* NAD 83(1986)-  32 16 42.     (N)    100 48 35.     (W)     SCALED    
 CU0353* NAVD 88     -       652.941  (meters)    2142.19   (feet)  ADJUSTED  
 CU0353  ___________________________________________________________________
 CU0353  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CU0353  DYNAMIC HT  -         652.070 (meters)    2139.33  (feet)  COMP
 CU0353  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 CU0353
 CU0353  VERT ORDER  -  SECOND    CLASS 0
 CU0353
 CU0353.The horizontal coordinates were scaled from a topographic map and have
 CU0353.an estimated accuracy of +/- 6 seconds.
 CU0353
 CU0353.The orthometric height was determined by differential leveling
 CU0353.and adjusted by the National Geodetic Survey in June 1991..
 CU0353
 CU0353.The geoid height was determined by GEOID03.
 CU0353
 CU0353.The dynamic height is computed by dividing the NAVD 88
 CU0353.geopotential number by the normal gravity value computed on the
 CU0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0353.degrees latitude (g = 980.6199 gals.).
 CU0353
 CU0353.The modeled gravity was interpolated from observed gravity values.
 CU0353
 CU0353;                    North         East    Units  Estimated Accuracy
 CU0353;SPC TXNC     - 2,070,220.      382,440.      MT  (+/- 180 meters Scaled)
 CU0353
 CU0353                          SUPERSEDED SURVEY CONTROL
 CU0353
 CU0353  NGVD 29 (??/??/92)  652.735  (m)         2141.51   (f) ADJ UNCH    2 0
 CU0353
 CU0353.Superseded values are not recommended for survey control.
 CU0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0353.See file dsdata.txt to determine how the superseded data were derived.
 CU0353
 CU0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA295727(NAD 83)
 CU0353_MARKER: DB = BENCH MARK DISK
 CU0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0353_STAMPING: H 1171 1961
 CU0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0353+STABILITY: SURFACE MOTION
 CU0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0353+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2001
 CU0353
 CU0353  HISTORY     - Date     Condition        Report By
 CU0353  HISTORY     - 1961     MONUMENTED       CGS
 CU0353  HISTORY     - 20010517 GOOD             JCLS
 CU0353  HISTORY     - 20010518 GOOD             JCLS
 CU0353
 CU0353                          STATION DESCRIPTION
 CU0353
 CU0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0353'9.45 MI SE FROM COLORADO CITY.
 CU0353'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0353'STATION AT COLORADO CITY, THENCE 7.65 MILES SOUTHEAST ALONG STATE
 CU0353'HIGHWAY 208, 0.1 MILE SOUTHEAST OF A CURVE IN THE HIGHWAY AND THE
 CU0353'INTERSECTION OF THE HIGHWAY AND ANOTHER ROAD, 50 FEET SOUTHWEST OF THE
 CU0353'CENTER LINE OF THE HIGHWAY, 26 FEET NORTHEAST OF A ROW OF POWER POLES,
 CU0353'1 FOOT NORTHEAST OF A FENCE, 1.7 FEET SOUTH OF A METAL WITNESS POST,
 CU0353'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CU0353'PROJECTING 6 INCHES.
 CU0353
 CU0353                          STATION RECOVERY (2001)
 CU0353
 CU0353'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 CU0353'ABOUT 8.8 MILES SOUTH ALONG HWY 208 FROM THE INTERSECTION OF HWY 208
 CU0353'AND I 20 IN COLORADO CITY, TX.
 CU0353' 
 CU0353
 CU0353                          STATION RECOVERY (2001)
 CU0353
 CU0353'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 CU0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB1002 ***********************************************************************
 CB1002  DESIGNATION -  H 1172 RESET
 CB1002  PID         -  CB1002
 CB1002  STATE/COUNTY-  TX/COKE
 CB1002  USGS QUAD   -  EDITH (1987)
 CB1002
 CB1002                         *CURRENT SURVEY CONTROL
 CB1002  ___________________________________________________________________
 CB1002* NAD 83(1986)-  31 59 04.     (N)    100 32 39.     (W)     SCALED    
 CB1002* NAVD 88     -       605.73   (meters)    1987.3    (feet)  RESET     
 CB1002  ___________________________________________________________________
 CB1002  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 CB1002
 CB1002  VERT ORDER  -  THIRD
 CB1002
 CB1002.The horizontal coordinates were scaled from a topographic map and have
 CB1002.an estimated accuracy of +/- 6 seconds.
 CB1002
 CB1002.The orthometric height was computed from unverified reset data.
 CB1002
 CB1002.The geoid height was determined by GEOID03.
 CB1002
 CB1002;                    North         East    Units  Estimated Accuracy
 CB1002;SPC TX C     - 3,256,970.      680,070.      MT  (+/- 180 meters Scaled)
 CB1002
 CB1002                          SUPERSEDED SURVEY CONTROL
 CB1002
 CB1002  NGVD 29 (01/29/03)  605.53   (m)         1986.6    (f) RESET       3  
 CB1002
 CB1002.Superseded values are not recommended for survey control.
 CB1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB1002.See file dsdata.txt to determine how the superseded data were derived.
 CB1002
 CB1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA541397(NAD 83)
 CB1002_MARKER: DV = VERTICAL CONTROL DISK
 CB1002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB1002_SP_SET: BRIDGE RAILING
 CB1002_STAMPING: H 1172 RESET 1984
 CB1002_MARK LOGO: NGS   
 CB1002_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1002+STABILITY: SURFACE MOTION
 CB1002
 CB1002  HISTORY     - Date     Condition        Report By
 CB1002  HISTORY     - 1984     MONUMENTED       TXHD
 CB1002
 CB1002                          STATION DESCRIPTION
 CB1002
 CB1002'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1984
 CB1002'0.2 MILES (0.3 KM) NORTHEAST ALONG LOOP 229 FROM COURTHOUSE IN ROBERT
 CB1002'LEE, GO 7.3 MILES (11.7 KM) NORTHWEST ALONG STATE HIGHWAY 208, 20.5
 CB1002'FEET (6.2 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY, IN A BRIDGE OVER
 CB1002'YELLOW WOLF CREEK, 1.5 FEET (0.5 M) SOUTHWEST OF NORTHWEST END OF
 CB1002'RAILING, AND ABOUT 2 FEET (0.6 M) ABOVE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0112 ***********************************************************************
 CU0112  DESIGNATION -  H 1173
 CU0112  PID         -  CU0112
 CU0112  STATE/COUNTY-  TX/FISHER
 CU0112  USGS QUAD   -  LONGWORTH (1969)
 CU0112
 CU0112                         *CURRENT SURVEY CONTROL
 CU0112  ___________________________________________________________________
 CU0112* NAD 83(1986)-  32 40 55.     (N)    100 22 29.     (W)     SCALED    
 CU0112* NAVD 88     -       607.460  (meters)    1992.97   (feet)  ADJUSTED  
 CU0112  ___________________________________________________________________
 CU0112  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CU0112  DYNAMIC HT  -         606.656 (meters)    1990.34  (feet)  COMP
 CU0112  MODELED GRAV-     979,297.6   (mgal)                       NAVD 88
 CU0112
 CU0112  VERT ORDER  -  SECOND    CLASS 0
 CU0112
 CU0112.The horizontal coordinates were scaled from a topographic map and have
 CU0112.an estimated accuracy of +/- 6 seconds.
 CU0112
 CU0112.The orthometric height was determined by differential leveling
 CU0112.and adjusted by the National Geodetic Survey in June 1991..
 CU0112
 CU0112.The geoid height was determined by GEOID03.
 CU0112
 CU0112.The dynamic height is computed by dividing the NAVD 88
 CU0112.geopotential number by the normal gravity value computed on the
 CU0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0112.degrees latitude (g = 980.6199 gals.).
 CU0112
 CU0112.The modeled gravity was interpolated from observed gravity values.
 CU0112
 CU0112;                    North         East    Units  Estimated Accuracy
 CU0112;SPC TXNC     - 2,114,150.      424,200.      MT  (+/- 180 meters Scaled)
 CU0112
 CU0112                          SUPERSEDED SURVEY CONTROL
 CU0112
 CU0112  NGVD 29 (??/??/92)  607.228  (m)         1992.21   (f) ADJ UNCH    2 0
 CU0112
 CU0112.Superseded values are not recommended for survey control.
 CU0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0112.See file dsdata.txt to determine how the superseded data were derived.
 CU0112
 CU0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB711168(NAD 83)
 CU0112_MARKER: DJ = TIDAL STATION DISK
 CU0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0112_STAMPING: H 1173 1961
 CU0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0112+STABILITY: SURFACE MOTION
 CU0112
 CU0112  HISTORY     - Date     Condition        Report By
 CU0112  HISTORY     - 1961     MONUMENTED       CGS
 CU0112
 CU0112                          STATION DESCRIPTION
 CU0112
 CU0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0112'4.4 MI S FROM ROBY.
 CU0112'ABOUT 4.4 MILES SOUTH ALONG STATE HIGHWAY 70 FROM THE COUNTY
 CU0112'COURTHOUSE AT ROBY, OR 2.05 MILES SOUTHWEST ALONG FARM ROAD 57 FROM
 CU0112'THE POST OFFICE AT LONGWORTH, THENCE 2.9 MILES NORTH ALONG STATE
 CU0112'HIGHWAY 70, 75 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 CU0112'HIGHWAY AND A DIRT ROAD, 50 FEET WEST OF THE CENTER LINE OF THE
 CU0112'HIGHWAY, 40 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 181 FEET
 CU0112'NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 33 1/2 FEET WEST OF
 CU0112'THE SOUTH END OF A CONCRETE HEAD WALL OF A CULVERT, 5 1/2 FEET SOUTH
 CU0112'OF A POWER POLE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 CU0112'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0125 ***********************************************************************
 DP0125  DESIGNATION -  H 1174
 DP0125  PID         -  DP0125
 DP0125  STATE/COUNTY-  TX/FISHER
 DP0125  USGS QUAD   -  A B C CREEK (1969)
 DP0125
 DP0125                         *CURRENT SURVEY CONTROL
 DP0125  ___________________________________________________________________
 DP0125* NAD 83(1986)-  33 00 06.     (N)    100 32 40.     (W)     SCALED    
 DP0125* NAVD 88     -       660.885  (meters)    2168.25   (feet)  ADJUSTED  
 DP0125  ___________________________________________________________________
 DP0125  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DP0125  DYNAMIC HT  -         660.041 (meters)    2165.48  (feet)  COMP
 DP0125  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 DP0125
 DP0125  VERT ORDER  -  SECOND    CLASS 0
 DP0125
 DP0125.The horizontal coordinates were scaled from a topographic map and have
 DP0125.an estimated accuracy of +/- 6 seconds.
 DP0125
 DP0125.The orthometric height was determined by differential leveling
 DP0125.and adjusted by the National Geodetic Survey in June 1991..
 DP0125
 DP0125.The geoid height was determined by GEOID03.
 DP0125
 DP0125.The dynamic height is computed by dividing the NAVD 88
 DP0125.geopotential number by the normal gravity value computed on the
 DP0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0125.degrees latitude (g = 980.6199 gals.).
 DP0125
 DP0125.The modeled gravity was interpolated from observed gravity values.
 DP0125
 DP0125;                    North         East    Units  Estimated Accuracy
 DP0125;SPC TXNC     - 2,149,900.      408,980.      MT  (+/- 180 meters Scaled)
 DP0125
 DP0125                          SUPERSEDED SURVEY CONTROL
 DP0125
 DP0125  NGVD 29 (??/??/92)  660.632  (m)         2167.42   (f) ADJ UNCH    2 0
 DP0125
 DP0125.Superseded values are not recommended for survey control.
 DP0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0125.See file dsdata.txt to determine how the superseded data were derived.
 DP0125
 DP0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB557525(NAD 83)
 DP0125_MARKER: DB = BENCH MARK DISK
 DP0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0125_STAMPING: H 1174 1961
 DP0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0125+STABILITY: SURFACE MOTION
 DP0125
 DP0125  HISTORY     - Date     Condition        Report By
 DP0125  HISTORY     - 1961     MONUMENTED       CGS
 DP0125  HISTORY     - 1971     GOOD             USGS
 DP0125
 DP0125                          STATION DESCRIPTION
 DP0125
 DP0125'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DP0125'12.55 MI NW FROM ROTAN.
 DP0125'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVE.  FROM THE MOST SOUTHERLY OF
 DP0125'A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 12.45 MILES NORTHWEST
 DP0125'ALONG STATE HIGHWAY 70, ABOUT 375 FEET SOUTH OF CENTER OF HIGHWAY OVER
 DP0125'A CULVERT, ON THE CREST OF A HILL OVERLOOKING A CANYON AND HIGHWAY TO
 DP0125'THE NORTHEAST, 2 1/2 FEET WEST OF A FENCE, 2.2 FEET SOUTH OF A METAL
 DP0125'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST, FLUSH WITH THE
 DP0125'SURFACE OF THE GROUND, STAMPED H 1174 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0191 ***********************************************************************
 DO0191  DESIGNATION -  H 1175
 DO0191  PID         -  DO0191
 DO0191  STATE/COUNTY-  TX/JACK
 DO0191  USGS QUAD   -  PERRIN (1979)
 DO0191
 DO0191                         *CURRENT SURVEY CONTROL
 DO0191  ___________________________________________________________________
 DO0191* NAD 83(1986)-  33 02 58.     (N)    098 04 05.     (W)     SCALED    
 DO0191* NAVD 88     -       317.479  (meters)    1041.60   (feet)  ADJUSTED  
 DO0191  ___________________________________________________________________
 DO0191  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DO0191  DYNAMIC HT  -         317.099 (meters)    1040.35  (feet)  COMP
 DO0191  MODELED GRAV-     979,434.6   (mgal)                       NAVD 88
 DO0191
 DO0191  VERT ORDER  -  SECOND    CLASS 0
 DO0191
 DO0191.The horizontal coordinates were scaled from a topographic map and have
 DO0191.an estimated accuracy of +/- 6 seconds.
 DO0191
 DO0191.The orthometric height was determined by differential leveling
 DO0191.and adjusted by the National Geodetic Survey in June 1991..
 DO0191
 DO0191.The geoid height was determined by GEOID03.
 DO0191
 DO0191.The dynamic height is computed by dividing the NAVD 88
 DO0191.geopotential number by the normal gravity value computed on the
 DO0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0191.degrees latitude (g = 980.6199 gals.).
 DO0191
 DO0191.The modeled gravity was interpolated from observed gravity values.
 DO0191
 DO0191;                    North         East    Units  Estimated Accuracy
 DO0191;SPC TXNC     - 2,153,420.      640,340.      MT  (+/- 180 meters Scaled)
 DO0191
 DO0191                          SUPERSEDED SURVEY CONTROL
 DO0191
 DO0191  NGVD 29 (??/??/92)  317.387  (m)         1041.29   (f) ADJ UNCH    2 0
 DO0191
 DO0191.Superseded values are not recommended for survey control.
 DO0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0191.See file dsdata.txt to determine how the superseded data were derived.
 DO0191
 DO0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB870571(NAD 83)
 DO0191_MARKER: DB = BENCH MARK DISK
 DO0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0191_SP_SET: BRIDGE
 DO0191_STAMPING: H 1175 1961
 DO0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0191
 DO0191  HISTORY     - Date     Condition        Report By
 DO0191  HISTORY     - 1961     MONUMENTED       CGS
 DO0191  HISTORY     - 20010325 GOOD             USPSQD
 DO0191  HISTORY     - 20050312 GOOD             USPSQD
 DO0191
 DO0191                          STATION DESCRIPTION
 DO0191
 DO0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0191'0.95 MI N FROM PERRIN.
 DO0191'ABOUT 0.95 MILE NORTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL BUILDING
 DO0191'AT PERRIN, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 DO0191'TOP OF THE NORTHEAST CONCRETE WING WALL OF A CONCRETE BRIDGE OVER A
 DO0191'CREEK, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 DO0191
 DO0191                          STATION RECOVERY (2001)
 DO0191
 DO0191'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0191'RECOVERED IN GOOD CONDITION.
 DO0191
 DO0191                          STATION RECOVERY (2005)
 DO0191
 DO0191'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0444 ***********************************************************************
 CU0444  DESIGNATION -  H 1176
 CU0444  PID         -  CU0444
 CU0444  STATE/COUNTY-  TX/SCURRY
 CU0444  USGS QUAD   -  HERMLEIGH (1979)
 CU0444
 CU0444                         *CURRENT SURVEY CONTROL
 CU0444  ___________________________________________________________________
 CU0444* NAD 83(1986)-  32 42 51.     (N)    100 46 28.     (W)     SCALED    
 CU0444* NAVD 88     -       737.387  (meters)    2419.24   (feet)  ADJUSTED  
 CU0444  ___________________________________________________________________
 CU0444  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CU0444  DYNAMIC HT  -         736.406 (meters)    2416.03  (feet)  COMP
 CU0444  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 CU0444
 CU0444  VERT ORDER  -  SECOND    CLASS 0
 CU0444
 CU0444.The horizontal coordinates were scaled from a topographic map and have
 CU0444.an estimated accuracy of +/- 6 seconds.
 CU0444
 CU0444.The orthometric height was determined by differential leveling
 CU0444.and adjusted by the National Geodetic Survey in June 1991..
 CU0444
 CU0444.The geoid height was determined by GEOID03.
 CU0444
 CU0444.The dynamic height is computed by dividing the NAVD 88
 CU0444.geopotential number by the normal gravity value computed on the
 CU0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0444.degrees latitude (g = 980.6199 gals.).
 CU0444
 CU0444.The modeled gravity was interpolated from observed gravity values.
 CU0444
 CU0444;                    North         East    Units  Estimated Accuracy
 CU0444;SPC TXNC     - 2,118,470.      386,800.      MT  (+/- 180 meters Scaled)
 CU0444
 CU0444                          SUPERSEDED SURVEY CONTROL
 CU0444
 CU0444  NGVD 29 (??/??/92)  737.099  (m)         2418.30   (f) ADJ UNCH    2 0
 CU0444
 CU0444.Superseded values are not recommended for survey control.
 CU0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0444.See file dsdata.txt to determine how the superseded data were derived.
 CU0444
 CU0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB336209(NAD 83)
 CU0444_MARKER: DB = BENCH MARK DISK
 CU0444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0444_SP_SET: 22 FT.
 CU0444_STAMPING: H 1176 1961
 CU0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0444
 CU0444  HISTORY     - Date     Condition        Report By
 CU0444  HISTORY     - 1961     MONUMENTED       CGS
 CU0444
 CU0444                          STATION DESCRIPTION
 CU0444
 CU0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0444'9.25 MI E FROM SNYDER.
 CU0444'ABOUT 3.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CU0444'FROM THE STATION AT SNYDER, THENCE 5.95 MILES EAST ALONG U. S. HIGHWAY
 CU0444'180, 0.5 MILE NORTHEAST OF THE JUNCTION OF THE HIGHWAY AND FARM ROAD
 CU0444'644, 59 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET
 CU0444'SOUTHWEST OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 30 FEET
 CU0444'NORTHEAST OF A CORNER FENCE POST, 2 FEET SOUTHEAST OF A FENCE, 2.2
 CU0444'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 CU0444'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 CU0444'DEPTH OF 22 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 7
 CU0444'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0239 ***********************************************************************
 CB0239  DESIGNATION -  H 1177
 CB0239  PID         -  CB0239
 CB0239  STATE/COUNTY-  TX/COKE
 CB0239  USGS QUAD   -  GREEN MOUNTAIN (1987)
 CB0239
 CB0239                         *CURRENT SURVEY CONTROL
 CB0239  ___________________________________________________________________
 CB0239* NAD 83(1986)-  31 54 16.     (N)    100 37 38.     (W)     SCALED    
 CB0239* NAVD 88     -       597.006  (meters)    1958.68   (feet)  ADJUSTED  
 CB0239  ___________________________________________________________________
 CB0239  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 CB0239  DYNAMIC HT  -         596.205 (meters)    1956.05  (feet)  COMP
 CB0239  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 CB0239
 CB0239  VERT ORDER  -  SECOND    CLASS 0
 CB0239
 CB0239.The horizontal coordinates were scaled from a topographic map and have
 CB0239.an estimated accuracy of +/- 6 seconds.
 CB0239
 CB0239.The orthometric height was determined by differential leveling
 CB0239.and adjusted by the National Geodetic Survey in June 1991..
 CB0239
 CB0239.The geoid height was determined by GEOID03.
 CB0239
 CB0239.The dynamic height is computed by dividing the NAVD 88
 CB0239.geopotential number by the normal gravity value computed on the
 CB0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0239.degrees latitude (g = 980.6199 gals.).
 CB0239
 CB0239.The modeled gravity was interpolated from observed gravity values.
 CB0239
 CB0239;                    North         East    Units  Estimated Accuracy
 CB0239;SPC TX C     - 3,248,120.      672,200.      MT  (+/- 180 meters Scaled)
 CB0239
 CB0239                          SUPERSEDED SURVEY CONTROL
 CB0239
 CB0239  NGVD 29 (??/??/92)  596.802  (m)         1958.01   (f) ADJ UNCH    2 0
 CB0239
 CB0239.Superseded values are not recommended for survey control.
 CB0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0239.See file dsdata.txt to determine how the superseded data were derived.
 CB0239
 CB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA461309(NAD 83)
 CB0239_MARKER: DB = BENCH MARK DISK
 CB0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0239_STAMPING: H 1177 1961
 CB0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0239+STABILITY: SURFACE MOTION
 CB0239
 CB0239  HISTORY     - Date     Condition        Report By
 CB0239  HISTORY     - 1961     MONUMENTED       CGS
 CB0239
 CB0239                          STATION DESCRIPTION
 CB0239
 CB0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0239'9.2 MI W FROM ROBERT LEE.
 CB0239'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0239'ROBERT LEE, THENCE 8.95 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0239'ROAD 387, 63 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET
 CB0239'EAST OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 69 FEET NORTHEAST
 CB0239'OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND THE DIRT ROAD, 9
 CB0239'1/2 FEET EAST OF A TELEPHONE POLE, 12 FEET NORTH OF AN EAST-WEST
 CB0239'FENCE, 1 FOOT WEST OF A NORTH-SOUTH FENCE, 1.4 FEET EAST OF A METAL
 CB0239'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CB0239'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0264 ***********************************************************************
 CB0264  DESIGNATION -  H 1178
 CB0264  PID         -  CB0264
 CB0264  STATE/COUNTY-  TX/STERLING
 CB0264  USGS QUAD   -  STERLING CITY NW (1987)
 CB0264
 CB0264                         *CURRENT SURVEY CONTROL
 CB0264  ___________________________________________________________________
 CB0264* NAD 83(1986)-  31 54 36.     (N)    100 56 37.     (W)     SCALED    
 CB0264* NAVD 88     -       776.647  (meters)    2548.05   (feet)  ADJUSTED  
 CB0264  ___________________________________________________________________
 CB0264  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 CB0264  DYNAMIC HT  -         775.579 (meters)    2544.55  (feet)  COMP
 CB0264  MODELED GRAV-     979,238.1   (mgal)                       NAVD 88
 CB0264
 CB0264  VERT ORDER  -  SECOND    CLASS 0
 CB0264
 CB0264.The horizontal coordinates were scaled from a topographic map and have
 CB0264.an estimated accuracy of +/- 6 seconds.
 CB0264
 CB0264.The orthometric height was determined by differential leveling
 CB0264.and adjusted by the National Geodetic Survey in June 1991..
 CB0264
 CB0264.The geoid height was determined by GEOID03.
 CB0264
 CB0264.The dynamic height is computed by dividing the NAVD 88
 CB0264.geopotential number by the normal gravity value computed on the
 CB0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0264.degrees latitude (g = 980.6199 gals.).
 CB0264
 CB0264.The modeled gravity was interpolated from observed gravity values.
 CB0264
 CB0264;                    North         East    Units  Estimated Accuracy
 CB0264;SPC TX C     - 3,248,860.      642,280.      MT  (+/- 180 meters Scaled)
 CB0264
 CB0264                          SUPERSEDED SURVEY CONTROL
 CB0264
 CB0264  NGVD 29 (??/??/92)  776.407  (m)         2547.26   (f) ADJ UNCH    2 0
 CB0264
 CB0264.Superseded values are not recommended for survey control.
 CB0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0264.See file dsdata.txt to determine how the superseded data were derived.
 CB0264
 CB0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA162321(NAD 83)
 CB0264_MARKER: DB = BENCH MARK DISK
 CB0264_SETTING: 66 = SET IN ROCK OUTCROP
 CB0264_SP_SET: ROCK LEDGE
 CB0264_STAMPING: H 1178 1961
 CB0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0264+STABILITY: POSITION/ELEVATION WELL
 CB0264
 CB0264  HISTORY     - Date     Condition        Report By
 CB0264  HISTORY     - 1961     MONUMENTED       CGS
 CB0264  HISTORY     - 1972     GOOD             NGS
 CB0264
 CB0264                          STATION DESCRIPTION
 CB0264
 CB0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0264'6.6 MI NE FROM STERLING CITY.
 CB0264'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0264'AT STERLING CITY, THENCE 5.85 MILES NORTHEAST ALONG STATE HIGHWAY 158
 CB0264'AND FARM ROAD 387, 109 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 CB0264'SET IN THE TOP OF A ROCK LEDGE ON THE NORTH SLOPE OF A ROCK HILL, 123
 CB0264'FEET SOUTHEAST OF THE SOUTH END OF A CULVERT, 61 FEET SOUTH OF A
 CB0264'FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND FLUSH WITH THE
 CB0264'GROUND.
 CB0264
 CB0264                          STATION RECOVERY (1972)
 CB0264
 CB0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CB0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0426 ***********************************************************************
 CU0426  DESIGNATION -  H 1179
 CU0426  PID         -  CU0426
 CU0426  STATE/COUNTY-  TX/FISHER
 CU0426  USGS QUAD   -  HOBBS (1969)
 CU0426
 CU0426                         *CURRENT SURVEY CONTROL
 CU0426  ___________________________________________________________________
 CU0426* NAD 83(1986)-  32 51 01.     (N)    100 37 16.     (W)     SCALED    
 CU0426* NAVD 88     -       655.080  (meters)    2149.21   (feet)  ADJUSTED  
 CU0426  ___________________________________________________________________
 CU0426  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CU0426  DYNAMIC HT  -         654.229 (meters)    2146.42  (feet)  COMP
 CU0426  MODELED GRAV-     979,318.9   (mgal)                       NAVD 88
 CU0426
 CU0426  VERT ORDER  -  SECOND    CLASS 0
 CU0426
 CU0426.The horizontal coordinates were scaled from a topographic map and have
 CU0426.an estimated accuracy of +/- 6 seconds.
 CU0426
 CU0426.The orthometric height was determined by differential leveling
 CU0426.and adjusted by the National Geodetic Survey in June 1991..
 CU0426
 CU0426.The geoid height was determined by GEOID03.
 CU0426
 CU0426.The dynamic height is computed by dividing the NAVD 88
 CU0426.geopotential number by the normal gravity value computed on the
 CU0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0426.degrees latitude (g = 980.6199 gals.).
 CU0426
 CU0426.The modeled gravity was interpolated from observed gravity values.
 CU0426
 CU0426;                    North         East    Units  Estimated Accuracy
 CU0426;SPC TXNC     - 2,133,260.      401,480.      MT  (+/- 180 meters Scaled)
 CU0426
 CU0426                          SUPERSEDED SURVEY CONTROL
 CU0426
 CU0426  NGVD 29 (??/??/92)  654.824  (m)         2148.37   (f) ADJ UNCH    2 0
 CU0426
 CU0426.Superseded values are not recommended for survey control.
 CU0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0426.See file dsdata.txt to determine how the superseded data were derived.
 CU0426
 CU0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB482358(NAD 83)
 CU0426_MARKER: DB = BENCH MARK DISK
 CU0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0426_STAMPING: H 1179 1961
 CU0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0426+STABILITY: SURFACE MOTION
 CU0426
 CU0426  HISTORY     - Date     Condition        Report By
 CU0426  HISTORY     - 1961     MONUMENTED       CGS
 CU0426
 CU0426                          STATION DESCRIPTION
 CU0426
 CU0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0426'5.75 MI N FROM HOBBS.
 CU0426'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0426'HOBBS, THENCE 2.0 MILES NORTH ALONG FARM ROAD 611, THENCE 3.0 MILES
 CU0426'NORTH ALONG A GRADED DIRT ROAD TO THE ENTRANCE TO A RANCH AND PHILLIPS
 CU0426'AIRFIELD, THENCE 0.25 MILE WEST ALONG A PRIVATE ROAD TO A RANCH HOUSE
 CU0426'AND A HANGAR, THENCE 0.3 MILE WEST ALONG A TRACK ROAD TO A NORTH-SOUTH
 CU0426'RUNWAY, 0.1 MILE NORTHWEST OF AN ABANDONED HOUSE, AT THE NORTH END AND
 CU0426'IN LINE WITH THE CENTER OF THE RUNWAY, AT THE HIGH POINT OF THE
 CU0426'AIRFIELD, 48 FEET EAST OF A T-FENCE CORNER POST, 1 1/2 FEET SOUTH OF A
 CU0426'FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CU0426'RUNWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0354 ***********************************************************************
 CA0354  DESIGNATION -  H 118
 CA0354  PID         -  CA0354
 CA0354  STATE/COUNTY-  TX/MILLS
 CA0354  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0354
 CA0354                         *CURRENT SURVEY CONTROL
 CA0354  ___________________________________________________________________
 CA0354* NAD 83(1986)-  31 29 59.     (N)    098 33 57.     (W)     SCALED    
 CA0354* NAVD 88     -       475.600  (meters)    1560.36   (feet)  ADJUSTED  
 CA0354  ___________________________________________________________________
 CA0354  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CA0354  DYNAMIC HT  -         474.967 (meters)    1558.29  (feet)  COMP
 CA0354  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 CA0354
 CA0354  VERT ORDER  -  SECOND    CLASS 0
 CA0354
 CA0354.The horizontal coordinates were scaled from a topographic map and have
 CA0354.an estimated accuracy of +/- 6 seconds.
 CA0354
 CA0354.The orthometric height was determined by differential leveling
 CA0354.and adjusted by the National Geodetic Survey in June 1991..
 CA0354
 CA0354.The geoid height was determined by GEOID03.
 CA0354
 CA0354.The dynamic height is computed by dividing the NAVD 88
 CA0354.geopotential number by the normal gravity value computed on the
 CA0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0354.degrees latitude (g = 980.6199 gals.).
 CA0354
 CA0354.The modeled gravity was interpolated from observed gravity values.
 CA0354
 CA0354;                    North         East    Units  Estimated Accuracy
 CA0354;SPC TX C     - 3,204,540.      867,900.      MT  (+/- 180 meters Scaled)
 CA0354
 CA0354                          SUPERSEDED SURVEY CONTROL
 CA0354
 CA0354  NGVD 29 (??/??/92)  475.490  (m)         1560.00   (f) ADJ UNCH    2 0
 CA0354
 CA0354.Superseded values are not recommended for survey control.
 CA0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0354.See file dsdata.txt to determine how the superseded data were derived.
 CA0354
 CA0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV412850(NAD 83)
 CA0354_MARKER: DB = BENCH MARK DISK
 CA0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0354_STAMPING: H-118 1933
 CA0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0354+STABILITY: SURFACE MOTION
 CA0354
 CA0354  HISTORY     - Date     Condition        Report By
 CA0354  HISTORY     - 1933     MONUMENTED       CGS
 CA0354  HISTORY     - 1975     MARK NOT FOUND   USGS
 CA0354
 CA0354                          STATION DESCRIPTION
 CA0354
 CA0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0354'3.5 MI N FROM GOLDTHWAITE.
 CA0354'ALONG THE PRIDDY-GOLDTHWAITE ROAD ON THE RIGHT-OF-WAY FENCE EAST OF
 CA0354'HIGHWAY OPPOSITE THE NORTH EAST-WEST FENCE OF THE LOT UPON WHICH
 CA0354'FARMHOUSE OF MRS. BAKER IS LOCATED.
 CA0354
 CA0354                          STATION RECOVERY (1975)
 CA0354
 CA0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CA0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0355 ***********************************************************************
 CA0355  DESIGNATION -  H 118 RESET 1957
 CA0355  PID         -  CA0355
 CA0355  STATE/COUNTY-  TX/MILLS
 CA0355  USGS QUAD   -  LAKE MERRITT (1979)
 CA0355
 CA0355                         *CURRENT SURVEY CONTROL
 CA0355  ___________________________________________________________________
 CA0355* NAD 83(1986)-  31 30 01.     (N)    098 33 57.     (W)     SCALED    
 CA0355* NAVD 88     -       475.76   (meters)    1560.9    (feet)  RESET     
 CA0355  ___________________________________________________________________
 CA0355  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CA0355
 CA0355  VERT ORDER  -  THIRD
 CA0355
 CA0355.The horizontal coordinates were scaled from a topographic map and have
 CA0355.an estimated accuracy of +/- 6 seconds.
 CA0355
 CA0355.The orthometric height was computed from unverified reset data.
 CA0355
 CA0355.The geoid height was determined by GEOID03.
 CA0355
 CA0355;                    North         East    Units  Estimated Accuracy
 CA0355;SPC TX C     - 3,204,600.      867,900.      MT  (+/- 180 meters Scaled)
 CA0355
 CA0355                          SUPERSEDED SURVEY CONTROL
 CA0355
 CA0355.No superseded survey control is available for this station.
 CA0355
 CA0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV412851(NAD 83)
 CA0355_MARKER: DB = BENCH MARK DISK
 CA0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0355_STAMPING: H 118 RESET 1957
 CA0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0355+STABILITY: SURFACE MOTION
 CA0355
 CA0355  HISTORY     - Date     Condition        Report By
 CA0355  HISTORY     - 1957     MONUMENTED       TXHD
 CA0355
 CA0355                          STATION DESCRIPTION
 CA0355
 CA0355'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 CA0355'3.7 MI N FROM GOLDTHWAITE.
 CA0355'3.7 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 CA0355'GOLDTHWAITE, MILLS COUNTY, AND 300 FEET NORTH OF A COUNTY ROAD T
 CA0355'INTERSECTION TO THE WEST, AND 2 FEET EAST OF THE EAST RIGHT-OF-WAY
 CA0355'FENCE OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0513 ***********************************************************************
 CU0513  DESIGNATION -  H 1180
 CU0513  PID         -  CU0513
 CU0513  STATE/COUNTY-  TX/SCURRY
 CU0513  USGS QUAD   -  IRA (1979)
 CU0513
 CU0513                         *CURRENT SURVEY CONTROL
 CU0513  ___________________________________________________________________
 CU0513* NAD 83(1986)-  32 32 55.     (N)    101 02 43.     (W)     SCALED    
 CU0513* NAVD 88     -       671.152  (meters)    2201.94   (feet)  ADJUSTED  
 CU0513  ___________________________________________________________________
 CU0513  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CU0513  DYNAMIC HT  -         670.256 (meters)    2199.00  (feet)  COMP
 CU0513  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 CU0513
 CU0513  VERT ORDER  -  SECOND    CLASS 0
 CU0513
 CU0513.The horizontal coordinates were scaled from a topographic map and have
 CU0513.an estimated accuracy of +/- 6 seconds.
 CU0513
 CU0513.The orthometric height was determined by differential leveling
 CU0513.and adjusted by the National Geodetic Survey in June 1991..
 CU0513
 CU0513.The geoid height was determined by GEOID03.
 CU0513
 CU0513.The dynamic height is computed by dividing the NAVD 88
 CU0513.geopotential number by the normal gravity value computed on the
 CU0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0513.degrees latitude (g = 980.6199 gals.).
 CU0513
 CU0513.The modeled gravity was interpolated from observed gravity values.
 CU0513
 CU0513;                    North         East    Units  Estimated Accuracy
 CU0513;SPC TXNC     - 2,100,700.      360,980.      MT  (+/- 180 meters Scaled)
 CU0513
 CU0513                          SUPERSEDED SURVEY CONTROL
 CU0513
 CU0513  NGVD 29 (??/??/92)  670.891  (m)         2201.08   (f) ADJ UNCH    2 0
 CU0513
 CU0513.Superseded values are not recommended for survey control.
 CU0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0513.See file dsdata.txt to determine how the superseded data were derived.
 CU0513
 CU0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB079030(NAD 83)
 CU0513_MARKER: DB = BENCH MARK DISK
 CU0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0513_STAMPING: H 1180 1961
 CU0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0513+STABILITY: SURFACE MOTION
 CU0513
 CU0513  HISTORY     - Date     Condition        Report By
 CU0513  HISTORY     - 1961     MONUMENTED       CGS
 CU0513
 CU0513                          STATION DESCRIPTION
 CU0513
 CU0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0513'3.5 MI SW FROM IRA.
 CU0513'ABOUT 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0513'CHURCH AT IRA, 165 YARDS NORTHEAST OF THE CENTER OF THE JUNCTION OF
 CU0513'THE HIGHWAY AND A GRADED DIRT ROAD, 49 FEET NORTHWEST OF THE CENTER
 CU0513'LINE OF THE HIGHWAY, 234 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE,
 CU0513'7 FEET SOUTHWEST OF A POWER POLE BRACED BY TWO GUY WIRES, 2.0 FEET
 CU0513'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CU0513'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0506 ***********************************************************************
 CU0506  DESIGNATION -  H 1181
 CU0506  PID         -  CU0506
 CU0506  STATE/COUNTY-  TX/SCURRY
 CU0506  USGS QUAD   -  IRA NE (1979)
 CU0506
 CU0506                         *CURRENT SURVEY CONTROL
 CU0506  ___________________________________________________________________
 CU0506* NAD 83(1986)-  32 43 44.     (N)    101 02 21.     (W)     SCALED    
 CU0506* NAVD 88     -       740.597  (meters)    2429.78   (feet)  ADJUSTED  
 CU0506  ___________________________________________________________________
 CU0506  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CU0506  DYNAMIC HT  -         739.625 (meters)    2426.59  (feet)  COMP
 CU0506  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 CU0506
 CU0506  VERT ORDER  -  SECOND    CLASS 0
 CU0506
 CU0506.The horizontal coordinates were scaled from a topographic map and have
 CU0506.an estimated accuracy of +/- 6 seconds.
 CU0506
 CU0506.The orthometric height was determined by differential leveling
 CU0506.and adjusted by the National Geodetic Survey in June 1991..
 CU0506
 CU0506.The geoid height was determined by GEOID03.
 CU0506
 CU0506.The dynamic height is computed by dividing the NAVD 88
 CU0506.geopotential number by the normal gravity value computed on the
 CU0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0506.degrees latitude (g = 980.6199 gals.).
 CU0506
 CU0506.The modeled gravity was interpolated from observed gravity values.
 CU0506
 CU0506;                    North         East    Units  Estimated Accuracy
 CU0506;SPC TXNC     - 2,120,670.      362,030.      MT  (+/- 180 meters Scaled)
 CU0506
 CU0506                          SUPERSEDED SURVEY CONTROL
 CU0506
 CU0506  NGVD 29 (??/??/92)  740.291  (m)         2428.77   (f) ADJ UNCH    2 0
 CU0506
 CU0506.Superseded values are not recommended for survey control.
 CU0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0506.See file dsdata.txt to determine how the superseded data were derived.
 CU0506
 CU0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB089230(NAD 83)
 CU0506_MARKER: DB = BENCH MARK DISK
 CU0506_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0506_SP_SET: 24 FT
 CU0506_STAMPING: H 1181 1961
 CU0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0506
 CU0506  HISTORY     - Date     Condition        Report By
 CU0506  HISTORY     - 1961     MONUMENTED       CGS
 CU0506
 CU0506                          STATION DESCRIPTION
 CU0506
 CU0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0506'8.45 MI W FROM SNYDER.
 CU0506'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0506'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0506'7.35 MILES WEST ALONG U. S. HIGHWAY 180, 59 FEET SOUTH OF THE CENTER
 CU0506'LINE OF THE HIGHWAY, 105 FEET SOUTHEAST OF THE EAST END OF THE SOUTH
 CU0506'CONCRETE HEAD WALL OF A TRIPLE-CHANNEL CONCRETE CULVERT, 99 FEET WEST
 CU0506'OF THE CENTER OF A CATTLE GUARD AND A PRIVATE ROAD, 1 FOOT NORTH OF A
 CU0506'FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 CU0506'LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5-8-INCH COPPER COATED
 CU0506'ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A 4-INCH
 CU0506'TILE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1155 ***********************************************************************
 AW1155  DESIGNATION -  H 1182
 AW1155  PID         -  AW1155
 AW1155  STATE/COUNTY-  TX/BRAZORIA
 AW1155  USGS QUAD   -  LIVERPOOL (1963)
 AW1155
 AW1155                         *CURRENT SURVEY CONTROL
 AW1155  ___________________________________________________________________
 AW1155* NAD 83(1986)-  29 16 08.     (N)    095 18 24.     (W)     SCALED    
 AW1155* NAVD 88     -         7.55   (+/-2cm)      24.8    (feet)  VERTCON   
 AW1155  ___________________________________________________________________
 AW1155  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1155
 AW1155  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1155
 AW1155.The horizontal coordinates were scaled from a topographic map and have
 AW1155.an estimated accuracy of +/- 6 seconds.
 AW1155
 AW1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1155.The vertical order pertains to the NGVD 29 superseded value.
 AW1155
 AW1155.The geoid height was determined by GEOID03.
 AW1155
 AW1155;                    North         East    Units  Estimated Accuracy
 AW1155;SPC TXSC     - 4,164,760.      958,830.      MT  (+/- 180 meters Scaled)
 AW1155
 AW1155                          SUPERSEDED SURVEY CONTROL
 AW1155
 AW1155  NGVD 29 (??/??/92)    7.547  (m)           24.76   (f) ADJ UNCH    1 1
 AW1155
 AW1155.Superseded values are not recommended for survey control.
 AW1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1155.See file dsdata.txt to determine how the superseded data were derived.
 AW1155
 AW1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN758399(NAD 83)
 AW1155_MARKER: DB = BENCH MARK DISK
 AW1155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1155_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1155_STAMPING: H 1182 1963
 AW1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1155
 AW1155  HISTORY     - Date     Condition        Report By
 AW1155  HISTORY     - 1963     MONUMENTED       CGS
 AW1155  HISTORY     - 1973     GOOD             NGS
 AW1155  HISTORY     - 1978     GOOD             NGS
 AW1155  HISTORY     - 1987     GOOD             USPSQD
 AW1155  HISTORY     - 1990     POOR             USPSQD
 AW1155  HISTORY     - 1991     GOOD             USPSQD
 AW1155
 AW1155                          STATION DESCRIPTION
 AW1155
 AW1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1155'2.4 MI SW FROM LIVERPOOL.
 AW1155'2.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1155'CROSSING OF MAIN STREET AT LIVERPOOL, 3.5 MILES NORTHEAST OF DANBURY,
 AW1155'44.1 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 1/2 FEET NORTHWEST OF
 AW1155'MILEPOLE 331, 1.5 FEET SOUTHEAST OF A FENCE, 1.4 FEET SOUTHEAST OF A
 AW1155'WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, AND BRAZED ON THE TOP
 AW1155'OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AW1155
 AW1155                          STATION RECOVERY (1978)
 AW1155
 AW1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1155'RECOVERED IN GOOD CONDITION.
 AW1155
 AW1155                          STATION RECOVERY (1987)
 AW1155
 AW1155'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1155'RECOVERED IN GOOD CONDITION.
 AW1155
 AW1155                          STATION RECOVERY (1990)
 AW1155
 AW1155'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1155'MARK RECOVERED IN POOR CONDITION.
 AW1155
 AW1155                          STATION RECOVERY (1991)
 AW1155
 AW1155'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0741 ***********************************************************************
 AW0741  DESIGNATION -  H 1183
 AW0741  PID         -  AW0741
 AW0741  STATE/COUNTY-  TX/CHAMBERS
 AW0741  USGS QUAD   -  COVE (1993)
 AW0741
 AW0741                         *CURRENT SURVEY CONTROL
 AW0741  ___________________________________________________________________
 AW0741* NAD 83(1986)-  29 52 02.     (N)    094 49 55.     (W)     SCALED    
 AW0741* NAVD 88     -        10.53   (+/-2cm)      34.5    (feet)  VERTCON   
 AW0741  ___________________________________________________________________
 AW0741  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW0741
 AW0741  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0741
 AW0741.The horizontal coordinates were scaled from a topographic map and have
 AW0741.an estimated accuracy of +/- 6 seconds.
 AW0741
 AW0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0741.The vertical order pertains to the NGVD 29 superseded value.
 AW0741
 AW0741.The geoid height was determined by GEOID03.
 AW0741
 AW0741;                    North         East    Units  Estimated Accuracy
 AW0741;SPC TXSC     - 4,232,590.    1,002,570.      MT  (+/- 180 meters Scaled)
 AW0741
 AW0741                          SUPERSEDED SURVEY CONTROL
 AW0741
 AW0741  NGVD 29 (??/??/92)   10.532  (m)           34.55   (f) ADJ UNCH    1 2
 AW0741
 AW0741.Superseded values are not recommended for survey control.
 AW0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0741.See file dsdata.txt to determine how the superseded data were derived.
 AW0741
 AW0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP230054(NAD 83)
 AW0741_MARKER: DB = BENCH MARK DISK
 AW0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0741_STAMPING: H 1183 1963
 AW0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0741+STABILITY: SURFACE MOTION
 AW0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0741+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 AW0741
 AW0741  HISTORY     - Date     Condition        Report By
 AW0741  HISTORY     - 1963     MONUMENTED       CGS
 AW0741  HISTORY     - 1964     GOOD             NGS
 AW0741  HISTORY     - 1978     GOOD             NGS
 AW0741  HISTORY     - 1990     GOOD             USPSQD
 AW0741  HISTORY     - 19950921 GOOD             USPSQD
 AW0741  HISTORY     - 20010331 GOOD             NGS
 AW0741  HISTORY     - 20031230 GOOD             USPSQD
 AW0741  HISTORY     - 20050206 GOOD             USPSQD
 AW0741  HISTORY     - 20060826 GOOD             INDIV
 AW0741
 AW0741                          STATION DESCRIPTION
 AW0741
 AW0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AW0741'3.55 MI NW FROM COVE.
 AW0741'ABOUT 3.55 MILES NORTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE
 AW0741'HIGHWAY 10 OVERPASS AT COVE, AT THE JUNCTION OF FARM ROAD 1409, 34 1/2
 AW0741'FEET NORTH OF THE CENTER LINE OF THE ROAD, 127 FEET EAST OF THE CENTER
 AW0741'LINE OF FARM ROAD 1409, ABOUT 105 YARDS WEST OF 156 (USGS) WHICH IS A
 AW0741'CHISELED HIGH POINT ON THE TOP OF THE NORTH EDGE OF A 4-INCH WELL
 AW0741'CASING, 7 FEET EAST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A FENCE,
 AW0741'1.0 FOOT NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 AW0741'CONCRETE POST FLUSH WITH THE GROUND.
 AW0741
 AW0741                          STATION RECOVERY (1964)
 AW0741
 AW0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0741'RECOVERED IN GOOD CONDITION.
 AW0741
 AW0741                          STATION RECOVERY (1978)
 AW0741
 AW0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0741'RECOVERED IN GOOD CONDITION.
 AW0741
 AW0741                          STATION RECOVERY (1990)
 AW0741
 AW0741'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW0741'RECOVERED IN GOOD CONDITION.
 AW0741
 AW0741                          STATION RECOVERY (1995)
 AW0741
 AW0741'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0741'RECOVERED IN GOOD CONDITION.
 AW0741
 AW0741                          STATION RECOVERY (2001)
 AW0741
 AW0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0741'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW0741
 AW0741                          STATION RECOVERY (2003)
 AW0741
 AW0741'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0741'RECOVERED IN GOOD CONDITION.
 AW0741
 AW0741                          STATION RECOVERY (2005)
 AW0741
 AW0741'RECOVERY NOTE BY US POWER SQUADRON 2005 (BT)
 AW0741'RECOVERED IN GOOD CONDITION.
 AW0741
 AW0741                          STATION RECOVERY (2006)
 AW0741
 AW0741'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 AW0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0931 ***********************************************************************
 AW0931  DESIGNATION -  H 1184
 AW0931  PID         -  AW0931
 AW0931  STATE/COUNTY-  TX/HARRIS
 AW0931  USGS QUAD   -  JACINTO CITY (1982)
 AW0931
 AW0931                         *CURRENT SURVEY CONTROL
 AW0931  ___________________________________________________________________
 AW0931* NAD 83(1986)-  29 46 19.     (N)    095 07 51.     (W)     SCALED    
 AW0931* NAVD 88     -         3.476  (meters)      11.40   (feet)  ADJUSTED  
 AW0931  ___________________________________________________________________
 AW0931  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0931  DYNAMIC HT  -           3.471 (meters)      11.39  (feet)  COMP
 AW0931  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 AW0931
 AW0931  VERT ORDER  -  FIRST     CLASS II
 AW0931
 AW0931.The horizontal coordinates were scaled from a topographic map and have
 AW0931.an estimated accuracy of +/- 6 seconds.
 AW0931
 AW0931.The orthometric height was determined by differential leveling
 AW0931.and adjusted by the National Geodetic Survey in June 1991..
 AW0931
 AW0931.The geoid height was determined by GEOID03.
 AW0931
 AW0931.The dynamic height is computed by dividing the NAVD 88
 AW0931.geopotential number by the normal gravity value computed on the
 AW0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0931.degrees latitude (g = 980.6199 gals.).
 AW0931
 AW0931.The modeled gravity was interpolated from observed gravity values.
 AW0931
 AW0931;                    North         East    Units  Estimated Accuracy
 AW0931;SPC TXSC     - 4,221,040.      974,060.      MT  (+/- 180 meters Scaled)
 AW0931
 AW0931                          SUPERSEDED SURVEY CONTROL
 AW0931
 AW0931  NGVD 29 (12/23/87)    3.474  (m)           11.40   (f) ADJUSTED    1 2
 AW0931
 AW0931.Superseded values are not recommended for survey control.
 AW0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0931.See file dsdata.txt to determine how the superseded data were derived.
 AW0931
 AW0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN939954(NAD 83)
 AW0931_MARKER: DB = BENCH MARK DISK
 AW0931_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0931_SP_SET: HEADWALL
 AW0931_STAMPING: H 1184 1964
 AW0931_MARK LOGO: CGS   
 AW0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0931+STABILITY: SURFACE MOTION
 AW0931
 AW0931  HISTORY     - Date     Condition        Report By
 AW0931  HISTORY     - 1964     MONUMENTED       CGS
 AW0931  HISTORY     - 1973     GOOD             NGS
 AW0931  HISTORY     - 1978     GOOD             NGS
 AW0931  HISTORY     - 1986     GOOD             NGS
 AW0931  HISTORY     - 1987     GOOD             USPSQD
 AW0931  HISTORY     - 1988     GOOD             USPSQD
 AW0931  HISTORY     - 1989     GOOD             USPSQD
 AW0931  HISTORY     - 1990     GOOD             USPSQD
 AW0931  HISTORY     - 19981017 GOOD             USPSQD
 AW0931  HISTORY     - 19991113 GOOD             USPSQD
 AW0931
 AW0931                          STATION DESCRIPTION
 AW0931
 AW0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0931'1.1 MI W FROM CHANNELVIEW.
 AW0931'ABOUT 1.1 MILES WEST ALONG MARKET ST. FROM THE POST OFFICE AT
 AW0931'CHANNELVIEW, 25 FEET SOUTH OF THE CENTER LINE OF MARKET ST., SET IN
 AW0931'THE TOP AND CENTER OF THE SOUTH CONCRETE HEADWALL OF A LARGE DOUBLE
 AW0931'CHANNEL CULVERT, AND ABOUT LEVEL WITH THE ROAD.
 AW0931
 AW0931                          STATION RECOVERY (1978)
 AW0931
 AW0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0931'RECOVERED IN GOOD CONDITION.
 AW0931
 AW0931                          STATION RECOVERY (1986)
 AW0931
 AW0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0931'RECOVERED IN GOOD CONDITION.
 AW0931
 AW0931                          STATION RECOVERY (1987)
 AW0931
 AW0931'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW0931'RECOVERED IN GOOD CONDITION.
 AW0931
 AW0931                          STATION RECOVERY (1988)
 AW0931
 AW0931'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0931'RECOVERED IN GOOD CONDITION.
 AW0931
 AW0931                          STATION RECOVERY (1989)
 AW0931
 AW0931'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0931'RECOVERED IN GOOD CONDITION.
 AW0931
 AW0931                          STATION RECOVERY (1990)
 AW0931
 AW0931'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW0931'RECOVERED IN GOOD CONDITION.
 AW0931
 AW0931                          STATION RECOVERY (1998)
 AW0931
 AW0931'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0931'RECOVERED IN GOOD CONDITION.
 AW0931
 AW0931                          STATION RECOVERY (1999)
 AW0931
 AW0931'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0903 ***********************************************************************
 AW0903  DESIGNATION -  H 1185
 AW0903  PID         -  AW0903
 AW0903  STATE/COUNTY-  TX/HARRIS
 AW0903  USGS QUAD   -  PASADENA (1995)
 AW0903
 AW0903                         *CURRENT SURVEY CONTROL
 AW0903  ___________________________________________________________________
 AW0903* NAD 83(1986)-  29 44 59.     (N)    095 12 44.     (W)     SCALED    
 AW0903* NAVD 88     -         7.597  (meters)      24.92   (feet)  ADJUSTED  
 AW0903  ___________________________________________________________________
 AW0903  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0903  DYNAMIC HT  -           7.587 (meters)      24.89  (feet)  COMP
 AW0903  MODELED GRAV-     979,286.6   (mgal)                       NAVD 88
 AW0903
 AW0903  VERT ORDER  -  FIRST     CLASS II
 AW0903
 AW0903.The horizontal coordinates were scaled from a topographic map and have
 AW0903.an estimated accuracy of +/- 6 seconds.
 AW0903
 AW0903.The orthometric height was determined by differential leveling
 AW0903.and adjusted by the National Geodetic Survey in June 1991..
 AW0903
 AW0903.The geoid height was determined by GEOID03.
 AW0903
 AW0903.The dynamic height is computed by dividing the NAVD 88
 AW0903.geopotential number by the normal gravity value computed on the
 AW0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0903.degrees latitude (g = 980.6199 gals.).
 AW0903
 AW0903.The modeled gravity was interpolated from observed gravity values.
 AW0903
 AW0903;                    North         East    Units  Estimated Accuracy
 AW0903;SPC TXSC     - 4,218,320.      966,280.      MT  (+/- 180 meters Scaled)
 AW0903
 AW0903                          SUPERSEDED SURVEY CONTROL
 AW0903
 AW0903  NGVD 29 (12/23/87)    7.594  (m)           24.91   (f) ADJUSTED    1 2
 AW0903
 AW0903.Superseded values are not recommended for survey control.
 AW0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0903.See file dsdata.txt to determine how the superseded data were derived.
 AW0903
 AW0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN860931(NAD 83)
 AW0903_MARKER: DB = BENCH MARK DISK
 AW0903_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0903+WITH SETTING: PAVEMENT
 AW0903_SP_SET: TOWER FOUNDATION
 AW0903_STAMPING: H 1185 1964
 AW0903_MARK LOGO: CGS   
 AW0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0903+STABILITY: SURFACE MOTION
 AW0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0903+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 AW0903
 AW0903  HISTORY     - Date     Condition        Report By
 AW0903  HISTORY     - 1964     MONUMENTED       CGS
 AW0903  HISTORY     - 1973     GOOD             NGS
 AW0903  HISTORY     - 1978     GOOD             DOD
 AW0903  HISTORY     - 1978     GOOD             NGS
 AW0903  HISTORY     - 1986     GOOD             NGS
 AW0903  HISTORY     - 1987     GOOD             USPSQD
 AW0903  HISTORY     - 1989     GOOD             USPSQD
 AW0903  HISTORY     - 19991113 GOOD             USPSQD
 AW0903  HISTORY     - 20031022 GOOD             USPSQD
 AW0903
 AW0903                          STATION DESCRIPTION
 AW0903
 AW0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0903'1.2 MI S FROM GREENS BAYOU.
 AW0903'ABOUT 1.2 MILES SOUTH ALONG FEDERAL RD. FROM THE INTERSECTION WITH
 AW0903'MARKET ST. AT GREENS BAYOU, ABOUT 195 FEET NORTHEAST OF THE CENTER
 AW0903'LINE OF THE CROSSING WITH PORT TERMINAL RAILROAD, 116 FEET EAST OF THE
 AW0903'CENTER LINE OF THE EAST LANE OF FEDERAL RD., 76 FEET NORTH OF THE
 AW0903'NORTH RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE SOUTHEAST CORNER
 AW0903'OF THE SOUTHEAST CONCRETE FOUNDATION OF THE MOST SOUTHERNLY ONE OF TWO
 AW0903'STEEL POWER LINE TOWERS, AND ABOUT 5 INCHES ABOVE THE LEVEL OF THE
 AW0903'GROUND.
 AW0903
 AW0903                          STATION RECOVERY (1978)
 AW0903
 AW0903'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0903'RECOVERED IN GOOD CONDITION.
 AW0903
 AW0903                          STATION RECOVERY (1978)
 AW0903
 AW0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0903'RECOVERED IN GOOD CONDITION.
 AW0903
 AW0903                          STATION RECOVERY (1986)
 AW0903
 AW0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0903'RECOVERED IN GOOD CONDITION.
 AW0903
 AW0903                          STATION RECOVERY (1987)
 AW0903
 AW0903'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0903'RECOVERED IN GOOD CONDITION.
 AW0903
 AW0903                          STATION RECOVERY (1989)
 AW0903
 AW0903'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0903'RECOVERED IN GOOD CONDITION.
 AW0903
 AW0903                          STATION RECOVERY (1999)
 AW0903
 AW0903'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0903'RECOVERED IN GOOD CONDITION.
 AW0903
 AW0903                          STATION RECOVERY (2003)
 AW0903
 AW0903'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0621 ***********************************************************************
 AW0621  DESIGNATION -  H 1186
 AW0621  PID         -  AW0621
 AW0621  STATE/COUNTY-  TX/GALVESTON
 AW0621  USGS QUAD   -  LAKE COMO (1994)
 AW0621
 AW0621                         *CURRENT SURVEY CONTROL
 AW0621  ___________________________________________________________________
 AW0621* NAD 83(1986)-  29 13 29.     (N)    094 54 53.     (W)     SCALED    
 AW0621* NAVD 88     -         1.801  (meters)       5.91   (feet)  ADJUSTED  
 AW0621  ___________________________________________________________________
 AW0621  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW0621  DYNAMIC HT  -           1.798 (meters)       5.90  (feet)  COMP
 AW0621  MODELED GRAV-     979,254.6   (mgal)                       NAVD 88
 AW0621
 AW0621  VERT ORDER  -  FIRST     CLASS I
 AW0621
 AW0621.The horizontal coordinates were scaled from a topographic map and have
 AW0621.an estimated accuracy of +/- 6 seconds.
 AW0621
 AW0621.The orthometric height was determined by differential leveling
 AW0621.and adjusted by the National Geodetic Survey in June 1991..
 AW0621
 AW0621.The geoid height was determined by GEOID03.
 AW0621
 AW0621.The dynamic height is computed by dividing the NAVD 88
 AW0621.geopotential number by the normal gravity value computed on the
 AW0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0621.degrees latitude (g = 980.6199 gals.).
 AW0621
 AW0621.The modeled gravity was interpolated from observed gravity values.
 AW0621
 AW0621;                    North         East    Units  Estimated Accuracy
 AW0621;SPC TXSC     - 4,161,140.      997,070.      MT  (+/- 180 meters Scaled)
 AW0621
 AW0621                          SUPERSEDED SURVEY CONTROL
 AW0621
 AW0621  NGVD 29 (12/23/87)    1.798  (m)            5.90   (f) ADJUSTED    1 1
 AW0621
 AW0621.Superseded values are not recommended for survey control.
 AW0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0621.See file dsdata.txt to determine how the superseded data were derived.
 AW0621
 AW0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN138344(NAD 83)
 AW0621_MARKER: DB = BENCH MARK DISK
 AW0621_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0621_SP_SET: BRIDGE GUARD RAIL
 AW0621_STAMPING: H 1186 1964
 AW0621_MARK LOGO: CGS   
 AW0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0621+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0621
 AW0621  HISTORY     - Date     Condition        Report By
 AW0621  HISTORY     - 1964     MONUMENTED       CGS
 AW0621  HISTORY     - 1977     GOOD             NGS
 AW0621  HISTORY     - 1978     GOOD             NGS
 AW0621  HISTORY     - 1987     GOOD             USPSQD
 AW0621  HISTORY     - 1987     GOOD             USPSQD
 AW0621  HISTORY     - 1987     GOOD             USPSQD
 AW0621  HISTORY     - 1987     GOOD             NGS
 AW0621  HISTORY     - 1988     GOOD             USPSQD
 AW0621  HISTORY     - 1988     GOOD             USPSQD
 AW0621  HISTORY     - 1988     GOOD             USPSQD
 AW0621  HISTORY     - 1988     GOOD             USPSQD
 AW0621  HISTORY     - 1988     GOOD             USPSQD
 AW0621  HISTORY     - 1988     GOOD             USPSQD
 AW0621  HISTORY     - 1988     GOOD             USPSQD
 AW0621  HISTORY     - 1988     GOOD             USPSQD
 AW0621  HISTORY     - 1988     GOOD             USPSQD
 AW0621  HISTORY     - 1989     GOOD             USPSQD
 AW0621  HISTORY     - 1989     GOOD             USPSQD
 AW0621  HISTORY     - 1989     GOOD             USPSQD
 AW0621  HISTORY     - 1989     GOOD             USPSQD
 AW0621  HISTORY     - 19940915 GOOD             USPSQD
 AW0621  HISTORY     - 20031121 GOOD             USPSQD
 AW0621  HISTORY     - 20041122 GOOD             USPSQD
 AW0621  HISTORY     - 20051215 GOOD             USPSQD
 AW0621
 AW0621                          STATION DESCRIPTION
 AW0621
 AW0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0621'9.85 MI SW FROM GALVESTON.
 AW0621'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0621'CENTER AT GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE
 AW0621'0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 3.1 MILES SOUTHWEST
 AW0621'ALONG STEWART ROAD, 19 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW0621'ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 AW0621'CURB OF THE NORTHWEST GUARDRAIL OF A CONCRETE BRIDGE, AND ABOUT 1 FOOT
 AW0621'ABOVE THE LEVEL OF THE ROAD.
 AW0621
 AW0621                          STATION RECOVERY (1977)
 AW0621
 AW0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1978)
 AW0621
 AW0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1987)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1987)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1987)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGS)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1987)
 AW0621
 AW0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0621'RECOVERED IN GOOD CONDITION.  THE 1964 DESCRIPTION STATES THAT THE
 AW0621'DISK IS STAMPED G 1186 1964 BUT IS STAMPED H 1186 1964.
 AW0621
 AW0621                          STATION RECOVERY (1988)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1988)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1988)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1988)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1988)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1988)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1988)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1988)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1988)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1989)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1989)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1989)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1989)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (1994)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (2003)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0621'RECOVERED IN GOOD CONDITION.
 AW0621
 AW0621                          STATION RECOVERY (2004)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0621'GO TO N 29 13 29.3 W 094 54 52.5.
 AW0621
 AW0621                          STATION RECOVERY (2005)
 AW0621
 AW0621'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0621'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3599 ***********************************************************************
 AW3599  DESIGNATION -  H 1188
 AW3599  PID         -  AW3599
 AW3599  STATE/COUNTY-  TX/HARRIS
 AW3599  USGS QUAD   -  PASADENA (1995)
 AW3599
 AW3599                         *CURRENT SURVEY CONTROL
 AW3599  ___________________________________________________________________
 AW3599* NAD 83(1986)-  29 44 25.     (N)    095 09 17.     (W)     SCALED    
 AW3599* NAVD 88     -         1.76   (+/-2cm)       5.8    (feet)  VERTCON   
 AW3599  ___________________________________________________________________
 AW3599  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3599
 AW3599  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3599
 AW3599.The horizontal coordinates were scaled from a topographic map and have
 AW3599.an estimated accuracy of +/- 6 seconds.
 AW3599
 AW3599.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3599.The vertical order pertains to the NGVD 29 superseded value.
 AW3599
 AW3599.The geoid height was determined by GEOID03.
 AW3599
 AW3599;                    North         East    Units  Estimated Accuracy
 AW3599;SPC TXSC     - 4,217,460.      971,870.      MT  (+/- 180 meters Scaled)
 AW3599
 AW3599                          SUPERSEDED SURVEY CONTROL
 AW3599
 AW3599  NGVD 29 (??/??/92)    1.754  (m)            5.75   (f) ADJ UNCH    1 2
 AW3599
 AW3599.Superseded values are not recommended for survey control.
 AW3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3599.See file dsdata.txt to determine how the superseded data were derived.
 AW3599
 AW3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN916919(NAD 83)
 AW3599_MARKER: DB = BENCH MARK DISK
 AW3599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3599_SP_SET: FOUNDATION
 AW3599_STAMPING: H 1188 1964
 AW3599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3599
 AW3599  HISTORY     - Date     Condition        Report By
 AW3599  HISTORY     - 1964     MONUMENTED       CGS
 AW3599  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 AW3599
 AW3599                          STATION DESCRIPTION
 AW3599
 AW3599'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3599'4.6 MI SW FROM CHANNELVIEW.
 AW3599'ABOUT 2.6 MILES WEST ALONG MARKET STREET FROM THE POST OFFICE AT
 AW3599'CHANNELVIEW, THENCE 1.75 MILES SOUTH ALONG THE PENN CITY ROAD, THENCE
 AW3599'0.25 MILE SOUTH THROUGH THE PORT HOUSTON SHIPYARD, ABOUT 0.25 MILE
 AW3599'SOUTH OF THE MAIN OFFICE FOR THE SHIPYARD, 115 FEET NORTHWEST OF THE
 AW3599'SOUTHEAST CORNER OF A STEEL AND CONCRETE BULKHEAD, 44 FEET WEST OF THE
 AW3599'EAST BOUNDARY FENCE OF THE SHIPYARD, 37 FEET NORTHWEST OF THE MOST
 AW3599'SOUTHEASTERLY OF SEVERAL STEEL LEGS SUPPORTING A LARGE OVERHEAD CRANE,
 AW3599'15 FEET EAST OF THE EAST RAIL OF A SPUR TRACK, SET IN THE TOP OF THE
 AW3599'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A STEEL ROLLER, AND
 AW3599'ABOUT FLUSH WITH THE GROUND.
 AW3599
 AW3599                          STATION RECOVERY (1998)
 AW3599
 AW3599'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1952 ***********************************************************************
 AW1952  DESIGNATION -  H 1189
 AW1952  PID         -  AW1952
 AW1952  STATE/COUNTY-  TX/HARRIS
 AW1952  USGS QUAD   -  LA PORTE (1982)
 AW1952
 AW1952                         *CURRENT SURVEY CONTROL
 AW1952  ___________________________________________________________________
 AW1952* NAD 83(1986)-  29 43 14.     (N)    095 05 25.     (W)     SCALED    
 AW1952* NAVD 88     -         7.305  (meters)      23.97   (feet)  ADJUSTED  
 AW1952  ___________________________________________________________________
 AW1952  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1952  DYNAMIC HT  -           7.295 (meters)      23.93  (feet)  COMP
 AW1952  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 AW1952
 AW1952  VERT ORDER  -  FIRST     CLASS II
 AW1952
 AW1952.The horizontal coordinates were scaled from a topographic map and have
 AW1952.an estimated accuracy of +/- 6 seconds.
 AW1952
 AW1952.The orthometric height was determined by differential leveling
 AW1952.and adjusted by the National Geodetic Survey in June 1991..
 AW1952
 AW1952.The geoid height was determined by GEOID03.
 AW1952
 AW1952.The dynamic height is computed by dividing the NAVD 88
 AW1952.geopotential number by the normal gravity value computed on the
 AW1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1952.degrees latitude (g = 980.6199 gals.).
 AW1952
 AW1952.The modeled gravity was interpolated from observed gravity values.
 AW1952
 AW1952;                    North         East    Units  Estimated Accuracy
 AW1952;SPC TXSC     - 4,215,480.      978,170.      MT  (+/- 180 meters Scaled)
 AW1952
 AW1952                          SUPERSEDED SURVEY CONTROL
 AW1952
 AW1952  NGVD 29 (12/23/87)    7.302  (m)           23.96   (f) ADJUSTED    1 2
 AW1952
 AW1952.Superseded values are not recommended for survey control.
 AW1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1952.See file dsdata.txt to determine how the superseded data were derived.
 AW1952
 AW1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN978896(NAD 83)
 AW1952_MARKER: DB = BENCH MARK DISK
 AW1952_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1952_SP_SET: HEADWALL OF CULVERT
 AW1952_STAMPING: H 1189 1964
 AW1952_MARK LOGO: CGS   
 AW1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1952+STABILITY: SURFACE MOTION
 AW1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1952+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AW1952
 AW1952  HISTORY     - Date     Condition        Report By
 AW1952  HISTORY     - 1964     MONUMENTED       CGS
 AW1952  HISTORY     - 1978     GOOD             NGS
 AW1952  HISTORY     - 1986     GOOD             NGS
 AW1952  HISTORY     - 1987     GOOD             USPSQD
 AW1952  HISTORY     - 1987     GOOD             USPSQD
 AW1952  HISTORY     - 1988     GOOD             USPSQD
 AW1952  HISTORY     - 1989     GOOD             USPSQD
 AW1952  HISTORY     - 1989     GOOD             USPSQD
 AW1952  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1952  HISTORY     - 1990     GOOD             USPSQD
 AW1952  HISTORY     - 19940219 GOOD             USPSQD
 AW1952  HISTORY     - 20010331 GOOD             NGS
 AW1952  HISTORY     - 20040426 GOOD             USPSQD
 AW1952  HISTORY     - 20050704 GOOD             USPSQD
 AW1952
 AW1952                          STATION DESCRIPTION
 AW1952
 AW1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW1952'3.05 MI S FROM LYNCHBURG.
 AW1952'ABOUT 3.05 MILES SOUTH ALONG STATE HIGHWAY 134 FROM THE SOUTH FERRY
 AW1952'LANDING AT LYNCHBURG, ABOUT 0.1 MILE NORTH OF THE MAIN ENTRANCE TO THE
 AW1952'CELANESE POLYMER COMPANY, AT A RAILROAD CROSSING, 43 FEET WEST OF THE
 AW1952'CENTER LINE OF THE HIGHWAY, 8 FEET SOUTH OF THE SOUTH RAIL OF THE PORT
 AW1952'TERMINAL RAILROAD, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE
 AW1952'CONCRETE DECKING OF A CONCRETE CULVERT UNDER THE RAILROAD, AND ABOUT
 AW1952'10 INCHES BELOW THE LEVEL OF THE TRACK.
 AW1952
 AW1952                          STATION RECOVERY (1978)
 AW1952
 AW1952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1952'RECOVERED IN GOOD CONDITION.
 AW1952
 AW1952                          STATION RECOVERY (1986)
 AW1952
 AW1952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1952'RECOVERED IN GOOD CONDITION AS DESCRIBED. ADD WITNESS POST
 AW1952'THE MARK IS 0.21 METERS  NNW FROM  A WITNESS POST
 AW1952
 AW1952                          STATION RECOVERY (1987)
 AW1952
 AW1952'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1952'RECOVERED IN GOOD CONDITION.
 AW1952
 AW1952                          STATION RECOVERY (1987)
 AW1952
 AW1952'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1952'RECOVERED IN GOOD CONDITION.
 AW1952
 AW1952                          STATION RECOVERY (1988)
 AW1952
 AW1952'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1952'RECOVERED IN GOOD CONDITION.
 AW1952
 AW1952                          STATION RECOVERY (1989)
 AW1952
 AW1952'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1952'RECOVERED IN GOOD CONDITION.
 AW1952
 AW1952                          STATION RECOVERY (1989)
 AW1952
 AW1952'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1952'RECOVERED IN GOOD CONDITION.
 AW1952
 AW1952                          STATION RECOVERY (1989)
 AW1952
 AW1952'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1952'MARK NOT FOUND.
 AW1952
 AW1952                          STATION RECOVERY (1990)
 AW1952
 AW1952'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1952'RECOVERED IN GOOD CONDITION.
 AW1952
 AW1952                          STATION RECOVERY (1994)
 AW1952
 AW1952'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1952'RECOVERED IN GOOD CONDITION.
 AW1952
 AW1952                          STATION RECOVERY (2001)
 AW1952
 AW1952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1952'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1952
 AW1952                          STATION RECOVERY (2004)
 AW1952
 AW1952'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1952'GO TO N29 43 15.2 W095 05 23.4
 AW1952
 AW1952                          STATION RECOVERY (2005)
 AW1952
 AW1952'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1952'GO TO N29 43 15.1 W095 05 23.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0036 ***********************************************************************
 BN0036  DESIGNATION -  H 119
 BN0036  PID         -  BN0036
 BN0036  STATE/COUNTY-  TX/BURNET
 BN0036  USGS QUAD   -  LONGHORN CAVERN (1979)
 BN0036
 BN0036                         *CURRENT SURVEY CONTROL
 BN0036  ___________________________________________________________________
 BN0036* NAD 83(1986)-  30 38 34.     (N)    098 21 02.     (W)     SCALED    
 BN0036* NAVD 88     -       299.005  (meters)     980.99   (feet)  ADJUSTED  
 BN0036  ___________________________________________________________________
 BN0036  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 BN0036  DYNAMIC HT  -         298.604 (meters)     979.67  (feet)  COMP
 BN0036  MODELED GRAV-     979,294.8   (mgal)                       NAVD 88
 BN0036
 BN0036  VERT ORDER  -  SECOND    CLASS 0
 BN0036
 BN0036.The horizontal coordinates were scaled from a topographic map and have
 BN0036.an estimated accuracy of +/- 6 seconds.
 BN0036
 BN0036.The orthometric height was determined by differential leveling
 BN0036.and adjusted by the National Geodetic Survey in June 1991..
 BN0036
 BN0036.The geoid height was determined by GEOID03.
 BN0036
 BN0036.The dynamic height is computed by dividing the NAVD 88
 BN0036.geopotential number by the normal gravity value computed on the
 BN0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0036.degrees latitude (g = 980.6199 gals.).
 BN0036
 BN0036.The modeled gravity was interpolated from observed gravity values.
 BN0036
 BN0036;                    North         East    Units  Estimated Accuracy
 BN0036;SPC TX C     - 3,109,900.      890,040.      MT  (+/- 180 meters Scaled)
 BN0036
 BN0036                          SUPERSEDED SURVEY CONTROL
 BN0036
 BN0036  NGVD 29 (??/??/92)  298.944  (m)          980.79   (f) ADJ UNCH    2 0
 BN0036
 BN0036.Superseded values are not recommended for survey control.
 BN0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0036.See file dsdata.txt to determine how the superseded data were derived.
 BN0036
 BN0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU622901(NAD 83)
 BN0036_MARKER: DB = BENCH MARK DISK
 BN0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0036_STAMPING: H 119 1933
 BN0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0036+STABILITY: SURFACE MOTION
 BN0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0036+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 BN0036
 BN0036  HISTORY     - Date     Condition        Report By
 BN0036  HISTORY     - 1933     MONUMENTED       CGS
 BN0036  HISTORY     - 1966     GOOD             USGS
 BN0036  HISTORY     - 20051022 GOOD             USPSQD
 BN0036
 BN0036                          STATION DESCRIPTION
 BN0036
 BN0036'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 BN0036'17.95 MI N FROM MARBLE FALLS.
 BN0036'MARBLE FALLS POST OFFICE.  GO 1 BLOCK SE TO US HWY. 281.  THENCE NORTH
 BN0036'ON US 281 4.8 MI. TO F. M. ROAD 1855.  THENCE W. 5.3 MI. TO RAILROAD
 BN0036'CROSSING.  KINGSLAND POST OFFICE.  4.1 MI. SE OF LONG F.M. ROAD 1431.
 BN0036'THENCE NE 3.2 MI. TO RAILROAD CROSSING.  THENCE W. ALONG RAILROAD 0.55
 BN0036'MI. 209 FT. W OF CENTER OF A RR BRIDGE.  45 FT. N. OF E OF TRACK. 3
 BN0036'FT. S. OF A FENCE.  A STANDARD CAP STAMPED H 119 1933 AND SET IN THE
 BN0036'TOP OF A CONCRETE POST.
 BN0036
 BN0036                          STATION RECOVERY (2005)
 BN0036
 BN0036'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAG)
 BN0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0415 ***********************************************************************
 CB0415  DESIGNATION -  H 1190
 CB0415  PID         -  CB0415
 CB0415  STATE/COUNTY-  TX/UPTON
 CB0415  USGS QUAD   -  SEVENMILE CORNER (1970)
 CB0415
 CB0415                         *CURRENT SURVEY CONTROL
 CB0415  ___________________________________________________________________
 CB0415* NAD 83(1986)-  31 18 27.     (N)    101 56 36.     (W)     SCALED    
 CB0415* NAVD 88     -       817.347  (meters)    2681.58   (feet)  ADJUSTED  
 CB0415  ___________________________________________________________________
 CB0415  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CB0415  DYNAMIC HT  -         816.159 (meters)    2677.68  (feet)  COMP
 CB0415  MODELED GRAV-     979,159.0   (mgal)                       NAVD 88
 CB0415
 CB0415  VERT ORDER  -  SECOND    CLASS 0
 CB0415
 CB0415.The horizontal coordinates were scaled from a topographic map and have
 CB0415.an estimated accuracy of +/- 6 seconds.
 CB0415
 CB0415.The orthometric height was determined by differential leveling
 CB0415.and adjusted by the National Geodetic Survey in June 1991..
 CB0415
 CB0415.The geoid height was determined by GEOID03.
 CB0415
 CB0415.The dynamic height is computed by dividing the NAVD 88
 CB0415.geopotential number by the normal gravity value computed on the
 CB0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0415.degrees latitude (g = 980.6199 gals.).
 CB0415
 CB0415.The modeled gravity was interpolated from observed gravity values.
 CB0415
 CB0415;                    North         East    Units  Estimated Accuracy
 CB0415;SPC TX C     - 3,183,010.      546,760.      MT  (+/- 180 meters Scaled)
 CB0415
 CB0415                          SUPERSEDED SURVEY CONTROL
 CB0415
 CB0415  NGVD 29 (??/??/92)  817.025  (m)         2680.52   (f) ADJ UNCH    2 0
 CB0415
 CB0415.Superseded values are not recommended for survey control.
 CB0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0415.See file dsdata.txt to determine how the superseded data were derived.
 CB0415
 CB0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV198674(NAD 83)
 CB0415_MARKER: DB = BENCH MARK DISK
 CB0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0415_STAMPING: H 1190 1967
 CB0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0415+STABILITY: SURFACE MOTION
 CB0415
 CB0415  HISTORY     - Date     Condition        Report By
 CB0415  HISTORY     - 1967     MONUMENTED       CGS
 CB0415
 CB0415                          STATION DESCRIPTION
 CB0415
 CB0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0415'5.95 MI N FROM RANKIN.
 CB0415'ABOUT 5.95 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0415'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.95 MILE SOUTH
 CB0415'OF THE JUNCTION OF THE HIGHWAY AND RANCH ROAD NUMBER 1555, 77 FEET
 CB0415'EAST OF THE CENTER LINE OF THE HIGHWAY, 115 FEET NORTH OF A FENCE
 CB0415'CORNER POST, 21 FEET NORTH OF THE CENTER OF A WIRE GATE, 20 FEET SOUTH
 CB0415'OF TELEPHONE POLE NUMBER 1825, 2 FEET WEST OF A FENCE, 1.7 FEET
 CB0415'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CB0415'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0495 ***********************************************************************
 CB0495  DESIGNATION -  H 1191
 CB0495  PID         -  CB0495
 CB0495  STATE/COUNTY-  TX/MIDLAND
 CB0495  USGS QUAD   -  MIDKIFF NW (1968)
 CB0495
 CB0495                         *CURRENT SURVEY CONTROL
 CB0495  ___________________________________________________________________
 CB0495* NAD 83(1986)-  31 39 52.     (N)    101 59 36.     (W)     SCALED    
 CB0495* NAVD 88     -       853.842  (meters)    2801.31   (feet)  ADJUSTED  
 CB0495  ___________________________________________________________________
 CB0495  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CB0495  DYNAMIC HT  -         852.623 (meters)    2797.31  (feet)  COMP
 CB0495  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 CB0495
 CB0495  VERT ORDER  -  SECOND    CLASS 0
 CB0495
 CB0495.The horizontal coordinates were scaled from a topographic map and have
 CB0495.an estimated accuracy of +/- 6 seconds.
 CB0495
 CB0495.The orthometric height was determined by differential leveling
 CB0495.and adjusted by the National Geodetic Survey in June 1991..
 CB0495
 CB0495.The geoid height was determined by GEOID03.
 CB0495
 CB0495.The dynamic height is computed by dividing the NAVD 88
 CB0495.geopotential number by the normal gravity value computed on the
 CB0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0495.degrees latitude (g = 980.6199 gals.).
 CB0495
 CB0495.The modeled gravity was interpolated from observed gravity values.
 CB0495
 CB0495;                    North         East    Units  Estimated Accuracy
 CB0495;SPC TX C     - 3,222,640.      542,590.      MT  (+/- 180 meters Scaled)
 CB0495
 CB0495                          SUPERSEDED SURVEY CONTROL
 CB0495
 CB0495  NGVD 29 (??/??/92)  853.490  (m)         2800.16   (f) ADJ UNCH    2 0
 CB0495
 CB0495.Superseded values are not recommended for survey control.
 CB0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0495.See file dsdata.txt to determine how the superseded data were derived.
 CB0495
 CB0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA161071(NAD 83)
 CB0495_MARKER: DB = BENCH MARK DISK
 CB0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0495_STAMPING: H 1191 1967
 CB0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0495+STABILITY: SURFACE MOTION
 CB0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0495+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2002
 CB0495
 CB0495  HISTORY     - Date     Condition        Report By
 CB0495  HISTORY     - 1967     MONUMENTED       CGS
 CB0495  HISTORY     - 20010217 GOOD             USPSQD
 CB0495  HISTORY     - 20020118 GOOD             JCLS
 CB0495
 CB0495                          STATION DESCRIPTION
 CB0495
 CB0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0495'23.25 MI S FROM MIDLAND.
 CB0495'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CB0495'THE STATION AT MIDLAND, THENCE 23.1 MILES SOUTH ALONG STATE HIGHWAY
 CB0495'349, 59 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 139 1/2 FEET
 CB0495'NORTH OF A POST WHICH MARKS THE LOCATION OF THE EL PASO NATURAL GAS
 CB0495'COMPANY PIPE LINE, 21 1/2 FEET NORTH OF A TELEPHONE POLE, 2 FEET WEST
 CB0495'OF A FENCE, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 CB0495'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CB0495'WHICH PROJECTS 7 INCHES.
 CB0495
 CB0495                          STATION RECOVERY (2001)
 CB0495
 CB0495'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0495'RECOVERED IN GOOD CONDITION.
 CB0495
 CB0495                          STATION RECOVERY (2002)
 CB0495
 CB0495'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CB0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0514 ***********************************************************************
 AN0514  DESIGNATION -  H 1192
 AN0514  PID         -  AN0514
 AN0514  STATE/COUNTY-  TX/JACKSON
 AN0514  USGS QUAD   -  LA SALLE (1995)
 AN0514
 AN0514                         *CURRENT SURVEY CONTROL
 AN0514  ___________________________________________________________________
 AN0514* NAD 83(1986)-  28 48 26.     (N)    096 38 45.     (W)     SCALED    
 AN0514* NAVD 88     -         9.952  (meters)      32.65   (feet)  ADJUSTED  
 AN0514  ___________________________________________________________________
 AN0514  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0514  DYNAMIC HT  -           9.937 (meters)      32.60  (feet)  COMP
 AN0514  MODELED GRAV-     979,205.0   (mgal)                       NAVD 88
 AN0514
 AN0514  VERT ORDER  -  FIRST     CLASS I
 AN0514
 AN0514.The horizontal coordinates were scaled from a topographic map and have
 AN0514.an estimated accuracy of +/- 6 seconds.
 AN0514
 AN0514.The orthometric height was determined by differential leveling
 AN0514.and adjusted by the National Geodetic Survey in June 1991..
 AN0514
 AN0514.The geoid height was determined by GEOID03.
 AN0514
 AN0514.The dynamic height is computed by dividing the NAVD 88
 AN0514.geopotential number by the normal gravity value computed on the
 AN0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0514.degrees latitude (g = 980.6199 gals.).
 AN0514
 AN0514.The modeled gravity was interpolated from observed gravity values.
 AN0514
 AN0514;                    North         East    Units  Estimated Accuracy
 AN0514;SPC TXSC     - 4,110,250.      829,770.      MT  (+/- 180 meters Scaled)
 AN0514
 AN0514                          SUPERSEDED SURVEY CONTROL
 AN0514
 AN0514  NGVD 29 (??/??/92)   10.069  (m)           33.03   (f) ADJ UNCH    1 1
 AN0514
 AN0514.Superseded values are not recommended for survey control.
 AN0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0514.See file dsdata.txt to determine how the superseded data were derived.
 AN0514
 AN0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS297889(NAD 83)
 AN0514_MARKER: DB = BENCH MARK DISK
 AN0514_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0514+WITH SETTING: INTO GROUND
 AN0514_STAMPING: H 1192 1972
 AN0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0514+STABILITY: SURFACE MOTION
 AN0514
 AN0514  HISTORY     - Date     Condition        Report By
 AN0514  HISTORY     - 1972     MONUMENTED       NGS
 AN0514  HISTORY     - 1978     GOOD             NGS
 AN0514
 AN0514                          STATION DESCRIPTION
 AN0514
 AN0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0514'2.1 MI SW FROM VANDERBILT.
 AN0514'ABOUT 2.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0514'STATION AT VANDERBILT, OR ABOUT 1.8 MILES NORTHEAST ALONG THE MISSOURI
 AN0514'PACIFIC RAILROAD FROM THE CROSSING OF A PAVED ROAD AT LA SALLE, 455
 AN0514'FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE TRACK AND A GRAVELED
 AN0514'ROAD, 108 FEET EAST AND ACROSS THE TRACK FROM MILEPOST 238, 48 FEET
 AN0514'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 39 1/2 FEET NORTHWEST OF
 AN0514'THE CENTER LINE OF FARM-TO-MARKET ROAD 616, 3 1/2 FEET NORTHEAST OF
 AN0514'THE THIRD TELEPHONE POLE NORTHEAST OF THE CROSSING, 1.2 FEET SOUTHWEST
 AN0514'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 5 FEET BELOW
 AN0514'THE LEVEL OF THE TRACK, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER
 AN0514'COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS LEVEL
 AN0514'WITH THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE
 AN0514'WHICH PROJECTS 2 INCHES.
 AN0514
 AN0514                          STATION RECOVERY (1978)
 AN0514
 AN0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0075 ***********************************************************************
 AN0075  DESIGNATION -  H 1193
 AN0075  PID         -  AN0075
 AN0075  STATE/COUNTY-  TX/JACKSON
 AN0075  USGS QUAD   -  FRANCITAS NW (1995)
 AN0075
 AN0075                         *CURRENT SURVEY CONTROL
 AN0075  ___________________________________________________________________
 AN0075* NAD 83(1986)-  28 55 40.     (N)    096 28 39.     (W)     SCALED    
 AN0075* NAVD 88     -        15.62   (+/-2cm)      51.2    (feet)  VERTCON   
 AN0075  ___________________________________________________________________
 AN0075  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0075
 AN0075  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0075
 AN0075.The horizontal coordinates were scaled from a topographic map and have
 AN0075.an estimated accuracy of +/- 6 seconds.
 AN0075
 AN0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0075.The vertical order pertains to the NGVD 29 superseded value.
 AN0075
 AN0075.The geoid height was determined by GEOID03.
 AN0075
 AN0075;                    North         East    Units  Estimated Accuracy
 AN0075;SPC TXSC     - 4,123,950.      845,910.      MT  (+/- 180 meters Scaled)
 AN0075
 AN0075                          SUPERSEDED SURVEY CONTROL
 AN0075
 AN0075  NGVD 29 (??/??/92)   15.646  (m)           51.33   (f) ADJ UNCH    2 0
 AN0075
 AN0075.Superseded values are not recommended for survey control.
 AN0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0075.See file dsdata.txt to determine how the superseded data were derived.
 AN0075
 AN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT459026(NAD 83)
 AN0075_MARKER: DB = BENCH MARK DISK
 AN0075_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0075+WITH SETTING: INTO GROUND
 AN0075_STAMPING: H 1193 1972
 AN0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0075+STABILITY: SURFACE MOTION
 AN0075
 AN0075  HISTORY     - Date     Condition        Report By
 AN0075  HISTORY     - 1972     MONUMENTED       NGS
 AN0075  HISTORY     - 19910629 MARK NOT FOUND   USPSQD
 AN0075
 AN0075                          STATION DESCRIPTION
 AN0075
 AN0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0075'5.85 MI N FROM LA WARD.
 AN0075'ABOUT 5.85 MILES NORTH ALONG STATE HIGHWAY 172 FROM THE CROSSING OF
 AN0075'THE MISSOURI PACIFIC RAILROAD AT LA WARD, AT THE JUNCTION OF A SHELL
 AN0075'ROAD WHICH LEADS WEST, 57 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AN0075'30 1/2 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD, 151 YARDS
 AN0075'NORTH OF A ROAD WHICH LEADS WEST TO A FARMHOUSE, 2 1/2 FEET SOUTH OF A
 AN0075'POWER POLE, 0.7 FOOT NORTH OF A METAL WITNESS POST ABOUT LEVEL WITH
 AN0075'THE HIGHWAY, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD
 AN0075'THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE
 AN0075'SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH
 AN0075'PROJECTS 2 INCHES.
 AN0075
 AN0075                          STATION RECOVERY (1991)
 AN0075
 AN0075'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0720 ***********************************************************************
 AN0720  DESIGNATION -  H 1194
 AN0720  PID         -  AN0720
 AN0720  STATE/COUNTY-  TX/JACKSON
 AN0720  USGS QUAD   -  EDNA (1995)
 AN0720
 AN0720                         *CURRENT SURVEY CONTROL
 AN0720  ___________________________________________________________________
 AN0720* NAD 83(1986)-  28 57 37.     (N)    096 41 13.     (W)     SCALED    
 AN0720* NAVD 88     -        15.40   (+/-2cm)      50.5    (feet)  VERTCON   
 AN0720  ___________________________________________________________________
 AN0720  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0720
 AN0720  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0720
 AN0720.The horizontal coordinates were scaled from a topographic map and have
 AN0720.an estimated accuracy of +/- 6 seconds.
 AN0720
 AN0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0720.The vertical order pertains to the NGVD 29 superseded value.
 AN0720
 AN0720.The geoid height was determined by GEOID03.
 AN0720
 AN0720;                    North         East    Units  Estimated Accuracy
 AN0720;SPC TXSC     - 4,127,130.      825,430.      MT  (+/- 180 meters Scaled)
 AN0720
 AN0720                          SUPERSEDED SURVEY CONTROL
 AN0720
 AN0720  NGVD 29 (??/??/92)   15.424  (m)           50.60   (f) ADJ UNCH    2 0
 AN0720
 AN0720.Superseded values are not recommended for survey control.
 AN0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0720.See file dsdata.txt to determine how the superseded data were derived.
 AN0720
 AN0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT254057(NAD 83)
 AN0720_MARKER: DB = BENCH MARK DISK
 AN0720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0720_SP_SET: FOUNDATION
 AN0720_STAMPING: H 1194 1972
 AN0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0720
 AN0720  HISTORY     - Date     Condition        Report By
 AN0720  HISTORY     - 1972     MONUMENTED       NGS
 AN0720  HISTORY     - 20060815 MARK NOT FOUND   USPSQD
 AN0720
 AN0720                          STATION DESCRIPTION
 AN0720
 AN0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0720'2.65 MI SW FROM EDNA.
 AN0720'ABOUT 2.65 MILES SOUTHWEST ALONG U. S. HIGHWAY 59 FROM THE COURTHOUSE
 AN0720'AT EDNA, AT THE EAST END OF THE STEEL AND CONCRETE BRIDGE OVER THE
 AN0720'LAVACA RIVER, 15 FEET NORTH OF THE CENTER LINE OF THE SOUTH LANE OF
 AN0720'THE HIGHWAY, SET ON THE TOP OF THE EAST END OF THE NORTH CONCRETE
 AN0720'GUARD RAIL FOUNDATION, 2.8 FEET WEST OF THE EAST END OF THE FOUNDATION
 AN0720'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AN0720
 AN0720                          STATION RECOVERY (2006)
 AN0720
 AN0720'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AN0720'NEW CONCRETE BARRIERS ON BOTH SIDES OF THEBRIDGE WITH ASHPALT UP TO
 AN0720'THE BARRIERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0691 ***********************************************************************
 AN0691  DESIGNATION -  H 1195
 AN0691  PID         -  AN0691
 AN0691  STATE/COUNTY-  TX/JACKSON
 AN0691  USGS QUAD   -  LA SALLE (1995)
 AN0691
 AN0691                         *CURRENT SURVEY CONTROL
 AN0691  ___________________________________________________________________
 AN0691* NAD 83(1986)-  28 48 22.     (N)    096 41 23.     (W)     SCALED    
 AN0691* NAVD 88     -        11.30   (+/-2cm)      37.1    (feet)  VERTCON   
 AN0691  ___________________________________________________________________
 AN0691  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0691
 AN0691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0691
 AN0691.The horizontal coordinates were scaled from a topographic map and have
 AN0691.an estimated accuracy of +/- 6 seconds.
 AN0691
 AN0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0691.The vertical order pertains to the NGVD 29 superseded value.
 AN0691
 AN0691.The geoid height was determined by GEOID03.
 AN0691
 AN0691;                    North         East    Units  Estimated Accuracy
 AN0691;SPC TXSC     - 4,110,040.      825,490.      MT  (+/- 180 meters Scaled)
 AN0691
 AN0691                          SUPERSEDED SURVEY CONTROL
 AN0691
 AN0691  NGVD 29 (??/??/92)   11.414  (m)           37.45   (f) ADJ UNCH    2 0
 AN0691
 AN0691.Superseded values are not recommended for survey control.
 AN0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0691.See file dsdata.txt to determine how the superseded data were derived.
 AN0691
 AN0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS254886(NAD 83)
 AN0691_MARKER: DB = BENCH MARK DISK
 AN0691_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0691+WITH SETTING: INTO GROUND
 AN0691_STAMPING: H 1195 1972
 AN0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0691+STABILITY: SURFACE MOTION
 AN0691
 AN0691  HISTORY     - Date     Condition        Report By
 AN0691  HISTORY     - 1972     MONUMENTED       NGS
 AN0691  HISTORY     - 1978     GOOD             NGS
 AN0691
 AN0691                          STATION DESCRIPTION
 AN0691
 AN0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0691'2.0 MI NW FROM LA SALLE.
 AN0691'ABOUT 2.0 MILES NORTHWEST ALONG THE LA SALLE-INEZ ROAD FROM THE POST
 AN0691'OFFICE AT LA SALLE, 243 FEET SOUTHEAST OF THE CENTER OF AN IRRIGATION
 AN0691'DITCH, 114 FEET WEST OF THE WEST CORNER OF A FRAME HOUSE, 169 FEET
 AN0691'NORTHWEST OF A POWER LINE POLE WITH A TRANSFORMER, 26 FEET NORTHEAST
 AN0691'OF THE CENTER LINE OF THE ROAD, 70 FEET NORTHWEST OF THE CENTER LINE
 AN0691'OF A DRIVEWAY, 18 FEET NORTHWEST OF A CORNER POST, 1.3 FEET SOUTHWEST
 AN0691'OF A FENCE LINE, 178 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A
 AN0691'ROAD LEADING SOUTHWEST TO BENNETT PARK, 0.8 FOOT SOUTHEAST OF A METAL
 AN0691'WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE ASPHALT ROAD, AND ON
 AN0691'THE TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 AN0691'METAL BASE PLATE.  THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND AND
 AN0691'ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL
 AN0691'OF THE GROUND.
 AN0691
 AN0691                          STATION RECOVERY (1978)
 AN0691
 AN0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0571 ***********************************************************************
 AN0571  DESIGNATION -  H 1196
 AN0571  PID         -  AN0571
 AN0571  STATE/COUNTY-  TX/JACKSON
 AN0571  USGS QUAD   -  EDNA (1995)
 AN0571
 AN0571                         *CURRENT SURVEY CONTROL
 AN0571  ___________________________________________________________________
 AN0571* NAD 83(1986)-  28 59 19.     (N)    096 39 07.     (W)     SCALED    
 AN0571* NAVD 88     -        20.434  (meters)      67.04   (feet)  ADJUSTED  
 AN0571  ___________________________________________________________________
 AN0571  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0571  DYNAMIC HT  -          20.405 (meters)      66.95  (feet)  COMP
 AN0571  MODELED GRAV-     979,215.7   (mgal)                       NAVD 88
 AN0571
 AN0571  VERT ORDER  -  FIRST     CLASS I
 AN0571
 AN0571.The horizontal coordinates were scaled from a topographic map and have
 AN0571.an estimated accuracy of +/- 6 seconds.
 AN0571
 AN0571.The orthometric height was determined by differential leveling
 AN0571.and adjusted by the National Geodetic Survey in June 1991..
 AN0571
 AN0571.The geoid height was determined by GEOID03.
 AN0571
 AN0571.The dynamic height is computed by dividing the NAVD 88
 AN0571.geopotential number by the normal gravity value computed on the
 AN0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0571.degrees latitude (g = 980.6199 gals.).
 AN0571
 AN0571.The modeled gravity was interpolated from observed gravity values.
 AN0571
 AN0571;                    North         East    Units  Estimated Accuracy
 AN0571;SPC TXSC     - 4,130,330.      828,780.      MT  (+/- 180 meters Scaled)
 AN0571
 AN0571                          SUPERSEDED SURVEY CONTROL
 AN0571
 AN0571  NGVD 29 (??/??/92)   20.446  (m)           67.08   (f) ADJ UNCH    1 1
 AN0571
 AN0571.Superseded values are not recommended for survey control.
 AN0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0571.See file dsdata.txt to determine how the superseded data were derived.
 AN0571
 AN0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT287089(NAD 83)
 AN0571_MARKER: DD = SURVEY DISK
 AN0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0571_SP_SET: CULVERT
 AN0571_STAMPING: H 1196 1972 6748
 AN0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0571
 AN0571  HISTORY     - Date     Condition        Report By
 AN0571  HISTORY     - 1972     MONUMENTED       TXHD
 AN0571  HISTORY     - 1972     GOOD             NGS
 AN0571
 AN0571                          STATION DESCRIPTION
 AN0571
 AN0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0571'0.8 MI N FROM EDNA.
 AN0571'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE AT
 AN0571'EDNA, 193 YARDS NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE
 AN0571'U. S. HIGHWAY 59 BY-PASS, SET ON THE TOP OF THE EAST END OF THE NORTH
 AN0571'CONCRETE HEADWALL FOR A 5-BY-2-FOOT BOX CULVERT UNDER A ROAD, 37 1/2
 AN0571'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY THAT IS UNDER
 AN0571'CONSTRUCTION, 97 FEET NORTH OF THE CENTER LINE OF A GRAVEL STREET,
 AN0571'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1008 ***********************************************************************
 AX1008  DESIGNATION -  H 1197
 AX1008  PID         -  AX1008
 AX1008  STATE/COUNTY-  TX/FAYETTE
 AX1008  USGS QUAD   -  LA GRANGE EAST (1981)
 AX1008
 AX1008                         *CURRENT SURVEY CONTROL
 AX1008  ___________________________________________________________________
 AX1008* NAD 83(1986)-  29 54 26.     (N)    096 50 02.     (W)     SCALED    
 AX1008* NAVD 88     -        85.693  (meters)     281.14   (feet)  ADJUSTED  
 AX1008  ___________________________________________________________________
 AX1008  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AX1008  DYNAMIC HT  -          85.575 (meters)     280.76  (feet)  COMP
 AX1008  MODELED GRAV-     979,263.2   (mgal)                       NAVD 88
 AX1008
 AX1008  VERT ORDER  -  FIRST     CLASS I
 AX1008
 AX1008.The horizontal coordinates were scaled from a topographic map and have
 AX1008.an estimated accuracy of +/- 6 seconds.
 AX1008
 AX1008.The orthometric height was determined by differential leveling
 AX1008.and adjusted by the National Geodetic Survey in June 1991..
 AX1008
 AX1008.The geoid height was determined by GEOID03.
 AX1008
 AX1008.The dynamic height is computed by dividing the NAVD 88
 AX1008.geopotential number by the normal gravity value computed on the
 AX1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1008.degrees latitude (g = 980.6199 gals.).
 AX1008
 AX1008.The modeled gravity was interpolated from observed gravity values.
 AX1008
 AX1008;                    North         East    Units  Estimated Accuracy
 AX1008;SPC TXSC     - 4,231,780.      809,160.      MT  (+/- 180 meters Scaled)
 AX1008
 AX1008                          SUPERSEDED SURVEY CONTROL
 AX1008
 AX1008  NGVD 29 (12/23/87)   85.647  (m)          280.99   (f) ADJUSTED    1 1
 AX1008
 AX1008.Superseded values are not recommended for survey control.
 AX1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1008.See file dsdata.txt to determine how the superseded data were derived.
 AX1008
 AX1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU091104(NAD 83)
 AX1008_MARKER: DB = BENCH MARK DISK
 AX1008_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AX1008_SP_SET: OVERPASS PIER
 AX1008_STAMPING: H 1197 1972
 AX1008_MARK LOGO: NGS   
 AX1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1008
 AX1008  HISTORY     - Date     Condition        Report By
 AX1008  HISTORY     - 1972     MONUMENTED       NGS
 AX1008  HISTORY     - 1978     GOOD             NGS
 AX1008  HISTORY     - 1987     GOOD             USPSQD
 AX1008  HISTORY     - 1987     GOOD             NGS
 AX1008  HISTORY     - 19970607 GOOD             USPSQD
 AX1008
 AX1008                          STATION DESCRIPTION
 AX1008
 AX1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1008'2.8 MI E FROM LA GRANGE.
 AX1008'ABOUT 2.8 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1008'STATION AT LA GRANGE, SET IN THE TOP AND 4.2 FEET SOUTHWEST OF THE
 AX1008'NORTHEAST END OF THE CONCRETE FOUNDATION FOR THE 2ND ROW OF PIERS
 AX1008'NORTHWEST OF THE SOUTHEAST END OF THE RAILROAD UNDERPASS FOR STATE
 AX1008'HIGHWAY 71, 31 1/2 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 1.2 FEET
 AX1008'SOUTH OF THE SOUTH SIDE OF THE MOST NORTHEASTERLY OF 3 PILLARS ON THE
 AX1008'FOUNDATION, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 AX1008
 AX1008                          STATION RECOVERY (1978)
 AX1008
 AX1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1008'RECOVERED IN GOOD CONDITION.
 AX1008
 AX1008                          STATION RECOVERY (1987)
 AX1008
 AX1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX1008'RECOVERED IN GOOD CONDITION.
 AX1008
 AX1008                          STATION RECOVERY (1987)
 AX1008
 AX1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX1008'RECOVERED IN GOOD CONDITION.
 AX1008
 AX1008                          STATION RECOVERY (1997)
 AX1008
 AX1008'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0607 ***********************************************************************
 AX0607  DESIGNATION -  H 1198
 AX0607  PID         -  AX0607
 AX0607  STATE/COUNTY-  TX/LAVACA
 AX0607  USGS QUAD   -  HALLETTSVILLE SE (1981)
 AX0607
 AX0607                         *CURRENT SURVEY CONTROL
 AX0607  ___________________________________________________________________
 AX0607* NAD 83(1986)-  29 20 58.     (N)    096 45 33.     (W)     SCALED    
 AX0607* NAVD 88     -        58.250  (meters)     191.11   (feet)  ADJUSTED  
 AX0607  ___________________________________________________________________
 AX0607  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0607  DYNAMIC HT  -          58.168 (meters)     190.84  (feet)  COMP
 AX0607  MODELED GRAV-     979,238.0   (mgal)                       NAVD 88
 AX0607
 AX0607  VERT ORDER  -  FIRST     CLASS I
 AX0607
 AX0607.The horizontal coordinates were scaled from a topographic map and have
 AX0607.an estimated accuracy of +/- 6 seconds.
 AX0607
 AX0607.The orthometric height was determined by differential leveling
 AX0607.and adjusted by the National Geodetic Survey in June 1991..
 AX0607
 AX0607.The geoid height was determined by GEOID03.
 AX0607
 AX0607.The dynamic height is computed by dividing the NAVD 88
 AX0607.geopotential number by the normal gravity value computed on the
 AX0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0607.degrees latitude (g = 980.6199 gals.).
 AX0607
 AX0607.The modeled gravity was interpolated from observed gravity values.
 AX0607
 AX0607;                    North         East    Units  Estimated Accuracy
 AX0607;SPC TXSC     - 4,170,110.      817,560.      MT  (+/- 180 meters Scaled)
 AX0607
 AX0607                          SUPERSEDED SURVEY CONTROL
 AX0607
 AX0607  NGVD 29 (??/??/92)   58.244  (m)          191.09   (f) ADJ UNCH    1 1
 AX0607
 AX0607.Superseded values are not recommended for survey control.
 AX0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0607.See file dsdata.txt to determine how the superseded data were derived.
 AX0607
 AX0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT175487(NAD 83)
 AX0607_MARKER: DB = BENCH MARK DISK
 AX0607_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0607+WITH SETTING: INTO GROUND
 AX0607_STAMPING: H 1198 1972
 AX0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0607+STABILITY: SURFACE MOTION
 AX0607
 AX0607  HISTORY     - Date     Condition        Report By
 AX0607  HISTORY     - 1972     MONUMENTED       NGS
 AX0607
 AX0607                          STATION DESCRIPTION
 AX0607
 AX0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0607'9.0 MI NW FROM SPEAKS.
 AX0607'ABOUT 9.0 MILES NORTHWEST ALONG FARM ROAD 530 FROM THE POST OFFICE AND
 AX0607'STORE AT SPEAKS, 41 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 149
 AX0607'1/2 FEET SOUTHEAST OF THE CENTER OF A METAL GATE ACROSS A PRIVATE
 AX0607'DRIVEWAY WHICH LEADS NORTHEAST, 158 FEET SOUTHEAST OF UNDERGROUND
 AX0607'TELEPHONE CABLE MARKER NUMBER RL 434-1, 13 1/2 FEET SOUTHWEST OF A
 AX0607'POWER POLE AND IN LINE WITH A ROW OF POLES, 18 1/2 FEET NORTHWEST OF A
 AX0607'CORNER FENCE POST, 1 FOOT SOUTHWEST OF A FENCE, 0.9 FOOT NORTHWEST OF
 AX0607'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON
 AX0607'THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT IS ATTACHED TO A
 AX0607'METAL BASE PLATE.  THE DISK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 AX0607'GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 4
 AX0607'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0617 ***********************************************************************
 AX0617  DESIGNATION -  H 1199
 AX0617  PID         -  AX0617
 AX0617  STATE/COUNTY-  TX/LAVACA
 AX0617  USGS QUAD   -  SPEAKS (1981)
 AX0617
 AX0617                         *CURRENT SURVEY CONTROL
 AX0617  ___________________________________________________________________
 AX0617* NAD 83(1986)-  29 17 56.     (N)    096 41 44.     (W)     SCALED    
 AX0617* NAVD 88     -        47.640  (meters)     156.30   (feet)  ADJUSTED  
 AX0617  ___________________________________________________________________
 AX0617  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0617  DYNAMIC HT  -          47.573 (meters)     156.08  (feet)  COMP
 AX0617  MODELED GRAV-     979,237.6   (mgal)                       NAVD 88
 AX0617
 AX0617  VERT ORDER  -  FIRST     CLASS I
 AX0617
 AX0617.The horizontal coordinates were scaled from a topographic map and have
 AX0617.an estimated accuracy of +/- 6 seconds.
 AX0617
 AX0617.The orthometric height was determined by differential leveling
 AX0617.and adjusted by the National Geodetic Survey in June 1991..
 AX0617
 AX0617.The geoid height was determined by GEOID03.
 AX0617
 AX0617.The dynamic height is computed by dividing the NAVD 88
 AX0617.geopotential number by the normal gravity value computed on the
 AX0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0617.degrees latitude (g = 980.6199 gals.).
 AX0617
 AX0617.The modeled gravity was interpolated from observed gravity values.
 AX0617
 AX0617;                    North         East    Units  Estimated Accuracy
 AX0617;SPC TXSC     - 4,164,630.      823,850.      MT  (+/- 180 meters Scaled)
 AX0617
 AX0617                          SUPERSEDED SURVEY CONTROL
 AX0617
 AX0617  NGVD 29 (??/??/92)   47.637  (m)          156.29   (f) ADJ UNCH    1 1
 AX0617
 AX0617.Superseded values are not recommended for survey control.
 AX0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0617.See file dsdata.txt to determine how the superseded data were derived.
 AX0617
 AX0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT238433(NAD 83)
 AX0617_MARKER: DB = BENCH MARK DISK
 AX0617_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0617+WITH SETTING: INTO GROUND
 AX0617_STAMPING: H 1199 1972
 AX0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0617+STABILITY: SURFACE MOTION
 AX0617
 AX0617  HISTORY     - Date     Condition        Report By
 AX0617  HISTORY     - 1972     MONUMENTED       NGS
 AX0617  HISTORY     - 19970607 GOOD             USPSQD
 AX0617
 AX0617                          STATION DESCRIPTION
 AX0617
 AX0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0617'3.1 MI N FROM SPEAKS.
 AX0617'ABOUT 3.1 MILES NORTH ALONG FARM ROAD NO. 530 FROM THE POST OFFICE AND
 AX0617'GENERAL STORE AT SPEAKS, 1.45 MILES SOUTH OF THE JUNCTION OF FARM ROAD
 AX0617'2437, 233 FEET SOUTH OF THE CENTER LINE OF A FARM LANE LEADING EAST TO
 AX0617'A FARM HOUSE, 159 FEET NORTH OF THE CENTER LINE OF A LANE, 42 1/2 FEET
 AX0617'EAST OF THE CENTER LINE OF THE FARM ROAD, 57.3 FEET NORTH OF AN
 AX0617'EAST-WEST FENCE LINE, 5 1/2 FEET SOUTHWEST OF A POWER LINE POLE, 4.8
 AX0617'FEET NORTHEAST OF THE GROUND END OF A GUY WIRE FOR THE POWER LINE
 AX0617'POLE, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE LINE, 1.2 FEET SOUTH OF A
 AX0617'METAL WITNESS POST, ABOUT LEVEL WITH THE FARM ROAD, AND ON THE TOP OF
 AX0617'A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 AX0617'PLATE.  THE DISK PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND AND
 AX0617'ENCASED IN A 6 INCH STEEL PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL
 AX0617'OF THE GROUND.
 AX0617
 AX0617                          STATION RECOVERY (1997)
 AX0617
 AX0617'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0332 ***********************************************************************
 CT0332  DESIGNATION -  H 12
 CT0332  PID         -  CT0332
 CT0332  STATE/COUNTY-  TX/SHACKELFORD
 CT0332  USGS QUAD   -  ACAMPO (1987)
 CT0332
 CT0332                         *CURRENT SURVEY CONTROL
 CT0332  ___________________________________________________________________
 CT0332* NAD 83(1986)-  32 43 08.     (N)    099 24 46.     (W)     SCALED    
 CT0332* NAVD 88     -       541.910  (meters)    1777.92   (feet)  ADJUSTED  
 CT0332  ___________________________________________________________________
 CT0332  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CT0332  DYNAMIC HT  -         541.210 (meters)    1775.62  (feet)  COMP
 CT0332  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 CT0332
 CT0332  VERT ORDER  -  SECOND    CLASS 0
 CT0332
 CT0332.The horizontal coordinates were scaled from a topographic map and have
 CT0332.an estimated accuracy of +/- 6 seconds.
 CT0332
 CT0332.The orthometric height was determined by differential leveling
 CT0332.and adjusted by the National Geodetic Survey in June 1991..
 CT0332
 CT0332.The geoid height was determined by GEOID03.
 CT0332
 CT0332.The dynamic height is computed by dividing the NAVD 88
 CT0332.geopotential number by the normal gravity value computed on the
 CT0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0332.degrees latitude (g = 980.6199 gals.).
 CT0332
 CT0332.The modeled gravity was interpolated from observed gravity values.
 CT0332
 CT0332;                    North         East    Units  Estimated Accuracy
 CT0332;SPC TXNC     - 2,117,050.      514,440.      MT  (+/- 180 meters Scaled)
 CT0332
 CT0332                          SUPERSEDED SURVEY CONTROL
 CT0332
 CT0332  NGVD 29 (??/??/92)  541.755  (m)         1777.41   (f) ADJ UNCH    2 0
 CT0332
 CT0332.Superseded values are not recommended for survey control.
 CT0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0332.See file dsdata.txt to determine how the superseded data were derived.
 CT0332
 CT0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB613201(NAD 83)
 CT0332_MARKER: DD = SURVEY DISK
 CT0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0332_SP_SET: STONE
 CT0332_STAMPING: TEX H 12 1923
 CT0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0332+STABILITY: SURFACE MOTION
 CT0332
 CT0332  HISTORY     - Date     Condition        Report By
 CT0332  HISTORY     - 1923     MONUMENTED       USGS
 CT0332  HISTORY     - 1957     GOOD             NGS
 CT0332
 CT0332                          STATION DESCRIPTION
 CT0332
 CT0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0332'7.8 MI W FROM ALBANY.
 CT0332'7.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0332'ALBANY, SHACKELFORD COUNTY, 250 FEET EAST OF MILEPOST 196, 40 FEET
 CT0332'SOUTH OF THE CENTER LINE OF THE TRACK, 2 FEET NORTH OF A FENCE, AND IN
 CT0332'THE TOP OF A SOLID LIMESTONE LEDGE.  A UNITED STATES GEOLOGICAL SURVEY
 CT0332'STANDARD DISK, STAMPED TEX H 12 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0217 ***********************************************************************
 BN0217  DESIGNATION -  H 120
 BN0217  PID         -  BN0217
 BN0217  STATE/COUNTY-  TX/LLANO
 BN0217  USGS QUAD   -  CASTELL (1967)
 BN0217
 BN0217                         *CURRENT SURVEY CONTROL
 BN0217  ___________________________________________________________________
 BN0217* NAD 83(1986)-  30 42 18.     (N)    098 53 01.     (W)     SCALED    
 BN0217* NAVD 88     -       362.419  (meters)    1189.04   (feet)  ADJUSTED  
 BN0217  ___________________________________________________________________
 BN0217  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BN0217  DYNAMIC HT  -         361.934 (meters)    1187.45  (feet)  COMP
 BN0217  MODELED GRAV-     979,290.2   (mgal)                       NAVD 88
 BN0217
 BN0217  VERT ORDER  -  SECOND    CLASS 0
 BN0217
 BN0217.The horizontal coordinates were scaled from a topographic map and have
 BN0217.an estimated accuracy of +/- 6 seconds.
 BN0217
 BN0217.The orthometric height was determined by differential leveling
 BN0217.and adjusted by the National Geodetic Survey in June 1991..
 BN0217
 BN0217.The geoid height was determined by GEOID03.
 BN0217
 BN0217.The dynamic height is computed by dividing the NAVD 88
 BN0217.geopotential number by the normal gravity value computed on the
 BN0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0217.degrees latitude (g = 980.6199 gals.).
 BN0217
 BN0217.The modeled gravity was interpolated from observed gravity values.
 BN0217
 BN0217;                    North         East    Units  Estimated Accuracy
 BN0217;SPC TX C     - 3,116,010.      838,860.      MT  (+/- 180 meters Scaled)
 BN0217
 BN0217                          SUPERSEDED SURVEY CONTROL
 BN0217
 BN0217  NGVD 29 (??/??/92)  362.373  (m)         1188.89   (f) ADJ UNCH    2 0
 BN0217
 BN0217.Superseded values are not recommended for survey control.
 BN0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0217.See file dsdata.txt to determine how the superseded data were derived.
 BN0217
 BN0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU111969(NAD 83)
 BN0217_MARKER: DB = BENCH MARK DISK
 BN0217_SETTING: 80 = SET IN A BOULDER
 BN0217_SP_SET: BOULDER
 BN0217_STAMPING: H 120 1933
 BN0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0217+STABILITY: SURFACE MOTION
 BN0217
 BN0217  HISTORY     - Date     Condition        Report By
 BN0217  HISTORY     - 1933     MONUMENTED       CGS
 BN0217  HISTORY     - 1955     GOOD             USGS
 BN0217
 BN0217                          STATION DESCRIPTION
 BN0217
 BN0217'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BN0217'4.4 MI E FROM CASTELL.
 BN0217'CASTELL, 4.4 MI. EAST OF POST OFFICE ALONG FARM TO MARKET NO. 152. 48
 BN0217'FT. EAST, 39 FT. SOUTH AND 3 FT. HIGHER THAN INTERSECTION OF PRIVATE
 BN0217'ROAD SOUTH.  8 FT. N OF FENCE.  A STD. DISK STAMPED H 120 1933 AND SET
 BN0217'IN TOP OF LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0238 ***********************************************************************
 BL0238  DESIGNATION -  H 1200
 BL0238  PID         -  BL0238
 BL0238  STATE/COUNTY-  TX/JEFFERSON
 BL0238  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0238
 BL0238                         *CURRENT SURVEY CONTROL
 BL0238  ___________________________________________________________________
 BL0238* NAD 83(1986)-  30 04 03.     (N)    094 07 45.     (W)     SCALED    
 BL0238* NAVD 88     -         4.701  (meters)      15.42   (feet)  ADJUSTED  
 BL0238  ___________________________________________________________________
 BL0238  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0238  DYNAMIC HT  -           4.695 (meters)      15.40  (feet)  COMP
 BL0238  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 BL0238
 BL0238  VERT ORDER  -  FIRST     CLASS I
 BL0238
 BL0238.The horizontal coordinates were scaled from a topographic map and have
 BL0238.an estimated accuracy of +/- 6 seconds.
 BL0238
 BL0238.The orthometric height was determined by differential leveling
 BL0238.and adjusted by the National Geodetic Survey in June 1991..
 BL0238
 BL0238.The geoid height was determined by GEOID03.
 BL0238
 BL0238.The dynamic height is computed by dividing the NAVD 88
 BL0238.geopotential number by the normal gravity value computed on the
 BL0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0238.degrees latitude (g = 980.6199 gals.).
 BL0238
 BL0238.The modeled gravity was interpolated from observed gravity values.
 BL0238
 BL0238;                    North         East    Units  Estimated Accuracy
 BL0238;SPC TXSC     - 4,257,390.    1,069,490.      MT  (+/- 180 meters Scaled)
 BL0238
 BL0238                          SUPERSEDED SURVEY CONTROL
 BL0238
 BL0238  NGVD 29 (??/??/92)    4.724  (m)           15.50   (f) ADJ UNCH    1 1
 BL0238
 BL0238.Superseded values are not recommended for survey control.
 BL0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0238.See file dsdata.txt to determine how the superseded data were derived.
 BL0238
 BL0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP911268(NAD 83)
 BL0238_MARKER: DB = BENCH MARK DISK
 BL0238_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0238_SP_SET: 56 FT.
 BL0238_STAMPING: H 1200 1972
 BL0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0238
 BL0238  HISTORY     - Date     Condition        Report By
 BL0238  HISTORY     - 1972     MONUMENTED       NGS
 BL0238  HISTORY     - 1973     GOOD             NGS
 BL0238  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BL0238  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0238  HISTORY     - 19890823 MARK NOT FOUND   USPSQD
 BL0238  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0238  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 BL0238
 BL0238                          STATION DESCRIPTION
 BL0238
 BL0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0238'IN BEAUMONT.
 BL0238'AT BEAUMONT, ABOUT 0.4 MILE EAST ALONG COLLEGE STREET (U.S. HIGHWAY
 BL0238'90) FROM INTERSTATE 10 OVERPASS, AT THE INTERSECTION OF 11TH STREET,
 BL0238'ABOUT 90 YARDS SOUTH OF COLLEGE STREET, 20.6 FEET EAST OF THE EAST
 BL0238'CURB LINE FOR 11TH STREET, 21.2 FEET SOUTHEAST OF THE SOUTH CURB FOR A
 BL0238'DRIVEWAY LEADING TO HUB DINER PARKING LOT, 15 FEET SOUTHWEST OF A
 BL0238'METAL POLE SUPPORTING THE HUB DINER SIGN, 7.3 FEET NORTH OF THE GROUND
 BL0238'END OF THE NORTH ONE OF TWO GUY WIRES FOR A POWER POLE, 1 FOOT NORTH
 BL0238'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE STREET AND IS A DISK ON
 BL0238'TOP OF A COPPER COATED STEEL ROD PROJECTING 0.1 FOOT AND PROTECTED BY
 BL0238'A 6-INCH METAL PIPE WHICH PROJECTS 0.3 FOOT.  THE ROD WAS DRIVEN TO
 BL0238'DEPTH OF 56 FEET.  ALSO 1.3 FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY POST.
 BL0238
 BL0238                          STATION RECOVERY (1984)
 BL0238
 BL0238'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0238'MARK NOT FOUND.
 BL0238
 BL0238                          STATION RECOVERY (1988)
 BL0238
 BL0238'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 BL0238'MARK NOT FOUND.
 BL0238
 BL0238                          STATION RECOVERY (1989)
 BL0238
 BL0238'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0238'MARK NOT FOUND.
 BL0238
 BL0238                          STATION RECOVERY (1990)
 BL0238
 BL0238'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLH)
 BL0238'MARK NOT FOUND.
 BL0238
 BL0238                          STATION RECOVERY (1993)
 BL0238
 BL0238'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0959 ***********************************************************************
 AW0959  DESIGNATION -  H 1201
 AW0959  PID         -  AW0959
 AW0959  STATE/COUNTY-  TX/HARRIS
 AW0959  USGS QUAD   -  LA PORTE (1982)
 AW0959
 AW0959                         *CURRENT SURVEY CONTROL
 AW0959  ___________________________________________________________________
 AW0959* NAD 83(1986)-  29 43 55.     (N)    095 00 46.     (W)     SCALED    
 AW0959* NAVD 88     -         4.811  (meters)      15.78   (feet)  ADJUSTED  
 AW0959  ___________________________________________________________________
 AW0959  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0959  DYNAMIC HT  -           4.805 (meters)      15.76  (feet)  COMP
 AW0959  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 AW0959
 AW0959  VERT ORDER  -  FIRST     CLASS I
 AW0959
 AW0959.The horizontal coordinates were scaled from a topographic map and have
 AW0959.an estimated accuracy of +/- 6 seconds.
 AW0959
 AW0959.The orthometric height was determined by differential leveling
 AW0959.and adjusted by the National Geodetic Survey in June 1991..
 AW0959
 AW0959.The geoid height was determined by GEOID03.
 AW0959
 AW0959.The dynamic height is computed by dividing the NAVD 88
 AW0959.geopotential number by the normal gravity value computed on the
 AW0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0959.degrees latitude (g = 980.6199 gals.).
 AW0959
 AW0959.The modeled gravity was interpolated from observed gravity values.
 AW0959
 AW0959;                    North         East    Units  Estimated Accuracy
 AW0959;SPC TXSC     - 4,216,990.      985,620.      MT  (+/- 180 meters Scaled)
 AW0959
 AW0959                          SUPERSEDED SURVEY CONTROL
 AW0959
 AW0959  NGVD 29 (12/23/87)    4.809  (m)           15.78   (f) ADJUSTED    1 1
 AW0959
 AW0959.Superseded values are not recommended for survey control.
 AW0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0959.See file dsdata.txt to determine how the superseded data were derived.
 AW0959
 AW0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN053907(NAD 83)
 AW0959_MARKER: DB = BENCH MARK DISK
 AW0959_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0959_SP_SET: COPPER-CLAD STEEL ROD
 AW0959_STAMPING: H 1201 1973
 AW0959_MARK LOGO: NGS   
 AW0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0959
 AW0959  HISTORY     - Date     Condition        Report By
 AW0959  HISTORY     - 1973     MONUMENTED       NGS
 AW0959  HISTORY     - 1976     GOOD             NGS
 AW0959  HISTORY     - 1976     GOOD             NGS
 AW0959  HISTORY     - 1978     GOOD             NGS
 AW0959  HISTORY     - 1983     GOOD             NGS
 AW0959  HISTORY     - 1986     GOOD             NGS
 AW0959  HISTORY     - 1987     GOOD             USPSQD
 AW0959  HISTORY     - 1989     GOOD             USPSQD
 AW0959  HISTORY     - 1989     GOOD             USPSQD
 AW0959
 AW0959                          STATION DESCRIPTION
 AW0959
 AW0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0959'0.45 MI W FROM BAYTOWN.
 AW0959'ABOUT 0.15 MILE SOUTHWEST ALONG MARKET ST. FROM THE SUB-STATION A POST
 AW0959'OFFICE AT BAYTOWN, THENCE 0.3 MILE NORTHWEST ALONG BAYWAY DR., 212
 AW0959'FEET NORTHEAST OF BAYWAY DR., 63 1/2 FEET SOUTHEAST OF THE CENTER LINE
 AW0959'OF THE STEEL GATE AND MAIN ENTRANCE TO THE EXXON CHEMICAL PLANT, 78.8
 AW0959'FEET NORTHEAST OF THE EAST CORNER OF A METAL GUARD HOUSE AT A 90
 AW0959'DEG-ANGLE IN A CHAIN LINK FENCE, 23.2 FEET SOUTHEAST OF THE SOUTHEAST
 AW0959'EDGE OF A CONCRETE SIDEWALK, 1.3 FEET WEST OF A PIPE CORNER POST, 1
 AW0959'FOOT SOUTHWEST OF A CHAIN LINK FENCE, 1 FOOT NORTHWEST OF A CHAIN LINK
 AW0959'FENCE, AND IS A DISK SET IN THE TOP OF A 5/8-INCH COPPER COATED STEEL
 AW0959'ROD FLUSH WITH THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE WHICH
 AW0959'PROJECT 2 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 72
 AW0959'FEET.
 AW0959
 AW0959                          STATION RECOVERY (1976)
 AW0959
 AW0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0959'RECOVERED IN GOOD CONDITION.
 AW0959
 AW0959                          STATION RECOVERY (1976)
 AW0959
 AW0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0959'RECOVERED IN GOOD CONDITION.
 AW0959
 AW0959                          STATION RECOVERY (1978)
 AW0959
 AW0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0959'RECOVERED IN GOOD CONDITION.
 AW0959
 AW0959                          STATION RECOVERY (1983)
 AW0959
 AW0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0959'RECOVERED IN GOOD CONDITION.
 AW0959
 AW0959                          STATION RECOVERY (1986)
 AW0959
 AW0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0959'RECOVERED IN GOOD CONDITION.
 AW0959
 AW0959                          STATION RECOVERY (1987)
 AW0959
 AW0959'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0959'RECOVERED IN GOOD CONDITION.
 AW0959
 AW0959                          STATION RECOVERY (1989)
 AW0959
 AW0959'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0959'RECOVERED IN GOOD CONDITION.
 AW0959
 AW0959                          STATION RECOVERY (1989)
 AW0959
 AW0959'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0707 ***********************************************************************
 AW0707  DESIGNATION -  H 1202
 AW0707  PID         -  AW0707
 AW0707  STATE/COUNTY-  TX/HARRIS
 AW0707  USGS QUAD   -  CROSBY (1982)
 AW0707
 AW0707                         *CURRENT SURVEY CONTROL
 AW0707  ___________________________________________________________________
 AW0707* NAD 83(1986)-  29 56 38.     (N)    095 01 25.     (W)     SCALED    
 AW0707* NAVD 88     -        15.417  (meters)      50.58   (feet)  ADJUSTED  
 AW0707  ___________________________________________________________________
 AW0707  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW0707  DYNAMIC HT  -          15.396 (meters)      50.51  (feet)  COMP
 AW0707  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 AW0707
 AW0707  VERT ORDER  -  FIRST     CLASS I
 AW0707
 AW0707.The horizontal coordinates were scaled from a topographic map and have
 AW0707.an estimated accuracy of +/- 6 seconds.
 AW0707
 AW0707.The orthometric height was determined by differential leveling
 AW0707.and adjusted by the National Geodetic Survey in June 1991..
 AW0707
 AW0707.The geoid height was determined by GEOID03.
 AW0707
 AW0707.The dynamic height is computed by dividing the NAVD 88
 AW0707.geopotential number by the normal gravity value computed on the
 AW0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0707.degrees latitude (g = 980.6199 gals.).
 AW0707
 AW0707.The modeled gravity was interpolated from observed gravity values.
 AW0707
 AW0707;                    North         East    Units  Estimated Accuracy
 AW0707;SPC TXSC     - 4,240,430.      983,780.      MT  (+/- 180 meters Scaled)
 AW0707
 AW0707                          SUPERSEDED SURVEY CONTROL
 AW0707
 AW0707  NGVD 29 (12/23/87)   15.416  (m)           50.58   (f) ADJUSTED    1 1
 AW0707
 AW0707.Superseded values are not recommended for survey control.
 AW0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0707.See file dsdata.txt to determine how the superseded data were derived.
 AW0707
 AW0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP046142(NAD 83)
 AW0707_MARKER: DB = BENCH MARK DISK
 AW0707_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0707_SP_SET: CULVERT
 AW0707_STAMPING: H 1202 1972
 AW0707_MARK LOGO: NGS   
 AW0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0707+STABILITY: SURFACE MOTION
 AW0707
 AW0707  HISTORY     - Date     Condition        Report By
 AW0707  HISTORY     - 1972     MONUMENTED       NGS
 AW0707  HISTORY     - 1978     GOOD             NGS
 AW0707  HISTORY     - 1987     GOOD             USPSQD
 AW0707  HISTORY     - 1987     GOOD             NGS
 AW0707  HISTORY     - 1990     GOOD             USPSQD
 AW0707  HISTORY     - 19941213 MARK NOT FOUND   USPSQD
 AW0707
 AW0707                          STATION DESCRIPTION
 AW0707
 AW0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0707'3.6 MI NE FROM CROSBY.
 AW0707'ABOUT 3.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW0707'CROSSING OF MAIN STREET, ABOUT 0.55 MILE SOUTHWEST OF MILE POST NO.
 AW0707'337, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF
 AW0707'A 20-FOOT BOX CULVERT WITH ONE DIVIDING PIER UNDER U. S. HIGHWAY 90,
 AW0707'22 1/2 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 90, 84 FEET
 AW0707'SOUTHEAST OF THE SOUTHEAST RAIL, 1.7 FEET SOUTHWEST OF THE NORTHEAST
 AW0707'END OF THE NORTHWEST HEADWALL, 80 FEET WEST OF THE JUNCTION OF COUNTY
 AW0707'ROAD, CROSBY EASTGATE AND HIGHWAY 90, AND ABOUT 2 FEET BELOW THE LEVEL
 AW0707'OF THE RAIL.
 AW0707
 AW0707                          STATION RECOVERY (1978)
 AW0707
 AW0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0707'RECOVERED IN GOOD CONDITION.
 AW0707
 AW0707                          STATION RECOVERY (1987)
 AW0707
 AW0707'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0707'RECOVERED IN GOOD CONDITION.
 AW0707
 AW0707                          STATION RECOVERY (1987)
 AW0707
 AW0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0707'RECOVERED IN GOOD CONDITION.
 AW0707
 AW0707                          STATION RECOVERY (1990)
 AW0707
 AW0707'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW0707'RECOVERED IN GOOD CONDITION.
 AW0707
 AW0707                          STATION RECOVERY (1994)
 AW0707
 AW0707'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1319 ***********************************************************************
 AW1319  DESIGNATION -  H 1204
 AW1319  PID         -  AW1319
 AW1319  STATE/COUNTY-  TX/GALVESTON
 AW1319  USGS QUAD   -  TEXAS CITY (1994)
 AW1319
 AW1319                         *CURRENT SURVEY CONTROL
 AW1319  ___________________________________________________________________
 AW1319* NAD 83(1986)-  29 26 43.     (N)    094 55 05.     (W)     SCALED    
 AW1319* NAVD 88     -         6.440  (meters)      21.13   (feet)  ADJUSTED  
 AW1319  ___________________________________________________________________
 AW1319  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW1319  DYNAMIC HT  -           6.432 (meters)      21.10  (feet)  COMP
 AW1319  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 AW1319  OBS GRAVITY -     979,271.8   (mgal)                       GRAV_OBS
 AW1319
 AW1319  VERT ORDER  -  FIRST     CLASS II
 AW1319
 AW1319.The horizontal coordinates were scaled from a topographic map and have
 AW1319.an estimated accuracy of +/- 6 seconds.
 AW1319
 AW1319.The orthometric height was determined by differential leveling
 AW1319.and adjusted by the National Geodetic Survey in June 1991..
 AW1319
 AW1319.The geoid height was determined by GEOID03.
 AW1319
 AW1319.The dynamic height is computed by dividing the NAVD 88
 AW1319.geopotential number by the normal gravity value computed on the
 AW1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1319.degrees latitude (g = 980.6199 gals.).
 AW1319
 AW1319.The modeled gravity was interpolated from observed gravity values.
 AW1319.The observed gravity was obtained from relative gravimeter ties
 AW1319.to the IGSN71 gravity network.
 AW1319
 AW1319;                    North         East    Units  Estimated Accuracy
 AW1319;SPC TXSC     - 4,185,560.      995,890.      MT  (+/- 180 meters Scaled)
 AW1319
 AW1319                          SUPERSEDED SURVEY CONTROL
 AW1319
 AW1319  NGVD 29 (12/23/87)    6.437  (m)           21.12   (f) ADJUSTED    1 2
 AW1319
 AW1319.Superseded values are not recommended for survey control.
 AW1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1319.See file dsdata.txt to determine how the superseded data were derived.
 AW1319
 AW1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN139588(NAD 83)
 AW1319_MARKER: DB = BENCH MARK DISK
 AW1319_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW1319_SP_SET: MASSIVE RETAINING WALL
 AW1319_STAMPING: H 1204 1973
 AW1319_MARK LOGO: NGS   
 AW1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1319+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW1319
 AW1319  HISTORY     - Date     Condition        Report By
 AW1319  HISTORY     - 1973     MONUMENTED       NGS
 AW1319  HISTORY     - 1978     GOOD             NGS
 AW1319  HISTORY     - 1986     GOOD             NGS
 AW1319  HISTORY     - 1987     GOOD             USPSQD
 AW1319  HISTORY     - 1987     GOOD             USPSQD
 AW1319  HISTORY     - 1988     GOOD             USPSQD
 AW1319  HISTORY     - 1988     GOOD             USPSQD
 AW1319  HISTORY     - 1988     GOOD             USPSQD
 AW1319  HISTORY     - 1988     GOOD             USPSQD
 AW1319  HISTORY     - 1988     GOOD             USPSQD
 AW1319  HISTORY     - 1988     GOOD             USPSQD
 AW1319  HISTORY     - 1990     GOOD             USPSQD
 AW1319  HISTORY     - 1991     GOOD             USPSQD
 AW1319  HISTORY     - 20040129 GOOD             USPSQD
 AW1319  HISTORY     - 20050607 GOOD             USPSQD
 AW1319
 AW1319                          STATION DESCRIPTION
 AW1319
 AW1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1319'5.8 MI NW FROM TEXAS CITY.
 AW1319'1.35 MILES NORTH ALONG 6TH STREET FROM THE POST OFFICE AT TEXAS CITY,
 AW1319'THENCE 0.55 MILE EAST ALONG 25TH AVENUE NORTH, THENCE 1.2 MILES NORTH
 AW1319'AND EAST ALONG A PAVED ROAD, THENCE 2.7 MILES NORTHWEST ALONG AN
 AW1319'ASPHALT ROAD ON A LEVEE, AT THE LOCKS AT THE OUTLET OF MOSSES LAKE AND
 AW1319'THE GALVESTON BAY, ON THE WEST SIDE OF THE LOCKS, 25.0 FEET SOUTHEAST
 AW1319'OF THE SOUTHEAST CORNER OF A BUILDING WHICH IS INSIDE A CHAIN LINK
 AW1319'FENCE, IN THE TOP OF THE EAST END OF A LARGE CONCRETE RETAINING WALL
 AW1319'EXTENDING WESTERLY TO THE LOCKS, 1.4 FEET NORTHEAST OF A FENCE CORNER
 AW1319'POST, 1.0 FOOT EAST OF THE FENCE, ABOUT 200 FEET EAST AND ACROSS THE
 AW1319'CHANNEL FROM BENCH MARK G 1204.
 AW1319
 AW1319                          STATION RECOVERY (1978)
 AW1319
 AW1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1319'RECOVERED IN GOOD CONDITION.
 AW1319
 AW1319                          STATION RECOVERY (1986)
 AW1319
 AW1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1319'RECOVERED IN GOOD CONDITION.
 AW1319
 AW1319                          STATION RECOVERY (1987)
 AW1319
 AW1319'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1319'RECOVERED IN GOOD CONDITION.
 AW1319
 AW1319                          STATION RECOVERY (1987)
 AW1319
 AW1319'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1319'RECOVERED IN GOOD CONDITION.
 AW1319
 AW1319                          STATION RECOVERY (1988)
 AW1319
 AW1319'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1319'RECOVERED IN GOOD CONDITION.
 AW1319
 AW1319                          STATION RECOVERY (1988)
 AW1319
 AW1319'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1319'RECOVERED IN GOOD CONDITION.
 AW1319
 AW1319                          STATION RECOVERY (1988)
 AW1319
 AW1319'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1319'RECOVERED IN GOOD CONDITION.
 AW1319
 AW1319                          STATION RECOVERY (1988)
 AW1319
 AW1319'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1319'RECOVERED IN GOOD CONDITION.
 AW1319
 AW1319                          STATION RECOVERY (1988)
 AW1319
 AW1319'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1319'RECOVERED IN GOOD CONDITION.
 AW1319
 AW1319                          STATION RECOVERY (1988)
 AW1319
 AW1319'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1319'RECOVERED IN GOOD CONDITION.
 AW1319
 AW1319                          STATION RECOVERY (1990)
 AW1319
 AW1319'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1319'RECOVERED IN GOOD CONDITION.
 AW1319
 AW1319                          STATION RECOVERY (1991)
 AW1319
 AW1319'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1319'RECOVERED IN GOOD CONDITION.
 AW1319
 AW1319                          STATION RECOVERY (2004)
 AW1319
 AW1319'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1319'RECOVERED IN GOOD CONDITION.
 AW1319
 AW1319                          STATION RECOVERY (2005)
 AW1319
 AW1319'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1492 ***********************************************************************
 AW1492  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1492  DESIGNATION -  H 1205
 AW1492  PID         -  AW1492
 AW1492  STATE/COUNTY-  TX/CHAMBERS
 AW1492  USGS QUAD   -  COVE (1993)
 AW1492
 AW1492                         *CURRENT SURVEY CONTROL
 AW1492  ___________________________________________________________________
 AW1492* NAD 83(1993)-  29 47 12.17986(N)    094 52 09.64442(W)     ADJUSTED  
 AW1492* NAVD 88     -        10.63   (meters)      34.9    (feet)  GPS OBS   
 AW1492  ___________________________________________________________________
 AW1492  X           -    -470,258.668 (meters)                     COMP
 AW1492  Y           -  -5,520,030.606 (meters)                     COMP
 AW1492  Z           -   3,149,868.427 (meters)                     COMP
 AW1492  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW1492  ELLIP HEIGHT-         -16.63  (meters)          (12/03/01) GPS OBS
 AW1492  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW1492
 AW1492  HORZ ORDER  -  FIRST
 AW1492  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1492  ELLP ORDER  -  FOURTH    CLASS II
 AW1492
 AW1492.The horizontal coordinates were established by GPS observations
 AW1492.and adjusted by the National Geodetic Survey in December 2001..
 AW1492
 AW1492.The orthometric height was determined by GPS observations and a
 AW1492.high-resolution geoid model using precise GPS observation and
 AW1492.processing techniques.
 AW1492.The vertical order pertains to the NGVD 29 superseded value.
 AW1492
 AW1492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1492
 AW1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1492
 AW1492.The ellipsoidal height was determined by GPS observations
 AW1492.and is referenced to NAD 83.
 AW1492
 AW1492.The geoid height was determined by GEOID03.
 AW1492
 AW1492;                    North         East     Units Scale Factor Converg.
 AW1492;SPC TXSC     - 4,223,540.371   999,275.690   MT  0.99989423   +2 01 25.2
 AW1492;SPC TXSC     -13,856,732.03  3,278,456.99   sFT  0.99989423   +2 01 25.2
 AW1492;UTM  15      - 3,296,616.873   319,305.294   MT  1.00000286   -0 55 44.0
 AW1492
 AW1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1492!SPC TXSC     -   1.00000261  x   0.99989423  =   0.99989684
 AW1492!UTM  15      -   1.00000261  x   1.00000286  =   1.00000547
 AW1492
 AW1492                          SUPERSEDED SURVEY CONTROL
 AW1492
 AW1492  NGVD 29 (??/??/92)   10.659  (m)           34.97   (f) ADJ UNCH    1 2
 AW1492
 AW1492.Superseded values are not recommended for survey control.
 AW1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1492.See file dsdata.txt to determine how the superseded data were derived.
 AW1492
 AW1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1930596617(NAD 83)
 AW1492_MARKER: DB = BENCH MARK DISK
 AW1492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1492_SP_SET: 32 FT.
 AW1492_STAMPING: H 1205 1973
 AW1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1492+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AW1492
 AW1492  HISTORY     - Date     Condition        Report By
 AW1492  HISTORY     - 1973     MONUMENTED       NGS
 AW1492  HISTORY     - 1978     GOOD             NGS
 AW1492  HISTORY     - 1988     GOOD             USPSQD
 AW1492  HISTORY     - 1990     GOOD             USPSQD
 AW1492  HISTORY     - 1992     GOOD             USPSQD
 AW1492  HISTORY     - 19960921 GOOD             USPSQD
 AW1492  HISTORY     - 20010331 GOOD             NGS
 AW1492  HISTORY     - 20040204 GOOD             USPSQD
 AW1492  HISTORY     - 20050205 GOOD             USPSQD
 AW1492
 AW1492                          STATION DESCRIPTION
 AW1492
 AW1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1492'5.15 MI SW FROM COVE.
 AW1492'ABOUT 5.15 MILES SOUTHWEST OF FARM ROAD 565 FROM THE INTERSTATE 10
 AW1492'OVERPASS AT COVE, ABOUT 146 FEET SOUTHEAST OF THE CENTER LINE OF FARM
 AW1492'ROAD 565, 59 FEET NORTHEAST OF THE CENTER LINE OF FARM ROAD 2354, 12.8
 AW1492'FEET NORTH OF THE CENTER OF A LARGE STEEL MANHOLE COVER, 2.7 FEET
 AW1492'NORTHWEST OF A POWER POLE, 2.5 FEET WEST OF A CONCRETE HIGHWAY R.O.W.
 AW1492'MARKER POST, 0.6 FOOT SOUTHWEST OF A FENCE, 1 FOOT NORTHEAST OF A
 AW1492'WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IT IS A
 AW1492'DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD FLUSH WITH THE
 AW1492'GROUND, AND PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 4 INCHES.
 AW1492'THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 AW1492
 AW1492                          STATION RECOVERY (1978)
 AW1492
 AW1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1492'RECOVERED IN GOOD CONDITION.
 AW1492
 AW1492                          STATION RECOVERY (1988)
 AW1492
 AW1492'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1492'RECOVERED IN GOOD CONDITION.
 AW1492
 AW1492                          STATION RECOVERY (1990)
 AW1492
 AW1492'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1492'RECOVERED IN GOOD CONDITION.
 AW1492
 AW1492                          STATION RECOVERY (1992)
 AW1492
 AW1492'RECOVERY NOTE BY US POWER SQUADRON 1992 (HR)
 AW1492'RECOVERED IN GOOD CONDITION.
 AW1492
 AW1492                          STATION RECOVERY (1996)
 AW1492
 AW1492'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1492'RECOVERED IN GOOD CONDITION.
 AW1492
 AW1492                          STATION RECOVERY (2001)
 AW1492
 AW1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1492'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1492
 AW1492                          STATION RECOVERY (2004)
 AW1492
 AW1492'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1492'N 29 47.203   W 094 52.016
 AW1492
 AW1492                          STATION RECOVERY (2005)
 AW1492
 AW1492'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW1492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1214 ***********************************************************************
 AW1214  DESIGNATION -  H 1206
 AW1214  PID         -  AW1214
 AW1214  STATE/COUNTY-  TX/MATAGORDA
 AW1214  USGS QUAD   -  VAN VLECK (1980)
 AW1214
 AW1214                         *CURRENT SURVEY CONTROL
 AW1214  ___________________________________________________________________
 AW1214* NAD 83(1986)-  29 00 03.     (N)    095 52 38.     (W)     SCALED    
 AW1214* NAVD 88     -        10.95   (+/-2cm)      35.9    (feet)  VERTCON   
 AW1214  ___________________________________________________________________
 AW1214  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1214
 AW1214  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1214
 AW1214.The horizontal coordinates were scaled from a topographic map and have
 AW1214.an estimated accuracy of +/- 6 seconds.
 AW1214
 AW1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1214.The vertical order pertains to the NGVD 29 superseded value.
 AW1214
 AW1214.The geoid height was determined by GEOID03.
 AW1214
 AW1214;                    North         East    Units  Estimated Accuracy
 AW1214;SPC TXSC     - 4,133,450.      904,210.      MT  (+/- 180 meters Scaled)
 AW1214
 AW1214                          SUPERSEDED SURVEY CONTROL
 AW1214
 AW1214  NGVD 29 (??/??/92)   10.977  (m)           36.01   (f) ADJ UNCH    1 1
 AW1214
 AW1214.Superseded values are not recommended for survey control.
 AW1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1214.See file dsdata.txt to determine how the superseded data were derived.
 AW1214
 AW1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN196114(NAD 83)
 AW1214_MARKER: DB = BENCH MARK DISK
 AW1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1214_STAMPING: H 1206 1972
 AW1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1214+STABILITY: SURFACE MOTION
 AW1214
 AW1214  HISTORY     - Date     Condition        Report By
 AW1214  HISTORY     - 1972     MONUMENTED       NGS
 AW1214  HISTORY     - 1978     GOOD             NGS
 AW1214  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1214  HISTORY     - 1989     GOOD             USPSQD
 AW1214  HISTORY     - 19961119 GOOD             USPSQD
 AW1214
 AW1214                          STATION DESCRIPTION
 AW1214
 AW1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1214'5.9 MI NE FROM BAY CITY.
 AW1214'5.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1214'STATION AT BAY CITY, ABOUT 10 POLES SOUTHWEST OF MILEPOLE 290, AT THE
 AW1214'CROSSING OF FARM ROAD 2540, 417 FEET NORTHWEST OF THE NORTHWEST RAIL,
 AW1214'48 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTHWEST
 AW1214'OF THE CENTER LINE OF A DRIVE SOUTHWEST INTO A PASTURE, 1 1/2 FEET
 AW1214'NORTHEAST OF THE NORTHEAST ONE OF TWO GATE POST, 2 FEET NORTH OF THE
 AW1214'NORTHWEST END OF A METAL GATE, 7 FEET SOUTHEAST OF A FENCE CORNER, 100
 AW1214'FEET SOUTHEAST OF A POWER POLE, 103.2 FEET SOUTHEAST OF THE CENTER OF
 AW1214'THE SOUTHWEST END OF A 48-INCH PIPE CULVERT UNDER THE ROAD, 1.6 FEET
 AW1214'SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK,
 AW1214'ABOUT 2 FEET LOWER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH
 AW1214'COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 47 FEET. THE
 AW1214'UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.2
 AW1214'FOOT ABOVE THE GROUND.
 AW1214
 AW1214                          STATION RECOVERY (1978)
 AW1214
 AW1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1214'RECOVERED IN GOOD CONDITION.
 AW1214
 AW1214                          STATION RECOVERY (1988)
 AW1214
 AW1214'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWM)
 AW1214'MARK NOT FOUND.
 AW1214
 AW1214                          STATION RECOVERY (1989)
 AW1214
 AW1214'RECOVERY NOTE BY US POWER SQUADRON 1989 (OOG)
 AW1214'RECOVERED IN GOOD CONDITION.
 AW1214
 AW1214                          STATION RECOVERY (1996)
 AW1214
 AW1214'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0042 ***********************************************************************
 AN0042  DESIGNATION -  H 1207
 AN0042  PID         -  AN0042
 AN0042  STATE/COUNTY-  TX/MATAGORDA
 AN0042  USGS QUAD   -  MIDFIELD (1995)
 AN0042
 AN0042                         *CURRENT SURVEY CONTROL
 AN0042  ___________________________________________________________________
 AN0042* NAD 83(1986)-  28 52 33.     (N)    096 11 56.     (W)     SCALED    
 AN0042* NAVD 88     -        11.29   (+/-2cm)      37.0    (feet)  VERTCON   
 AN0042  ___________________________________________________________________
 AN0042  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN0042
 AN0042  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0042
 AN0042.The horizontal coordinates were scaled from a topographic map and have
 AN0042.an estimated accuracy of +/- 6 seconds.
 AN0042
 AN0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0042.The vertical order pertains to the NGVD 29 superseded value.
 AN0042
 AN0042.The geoid height was determined by GEOID03.
 AN0042
 AN0042;                    North         East    Units  Estimated Accuracy
 AN0042;SPC TXSC     - 4,118,810.      873,210.      MT  (+/- 180 meters Scaled)
 AN0042
 AN0042                          SUPERSEDED SURVEY CONTROL
 AN0042
 AN0042  NGVD 29 (??/??/92)   11.337  (m)           37.19   (f) ADJ UNCH    1 1
 AN0042
 AN0042.Superseded values are not recommended for survey control.
 AN0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0042.See file dsdata.txt to determine how the superseded data were derived.
 AN0042
 AN0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS732974(NAD 83)
 AN0042_MARKER: DB = BENCH MARK DISK
 AN0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0042_SP_SET: CULVERT
 AN0042_STAMPING: H 1207 1972
 AN0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0042
 AN0042  HISTORY     - Date     Condition        Report By
 AN0042  HISTORY     - 1972     MONUMENTED       NGS
 AN0042  HISTORY     - 1978     GOOD             NGS
 AN0042  HISTORY     - 1991     GOOD             USPSQD
 AN0042
 AN0042                          STATION DESCRIPTION
 AN0042
 AN0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0042'1.3 MI E FROM BLESSING.
 AN0042'0.5 MILE EAST ALONG FARM-TO-MARKET ROAD 616 FROM THE CITY WATER TOWER
 AN0042'AT BLESSING, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 35, ON THE
 AN0042'OUTSIDE OF A CURVE, AT THE JUNCTION OF AN OLD CONCRETE ROAD (FORMER
 AN0042'ALIGNMENT OF STATE HIGHWAY 35, IN THE TOP OF THE NORTHWEST END OF THE
 AN0042'NORTHEAST CONCRETE HEAD WALL OF A CULVERT UNDER AN ASPHALT CONNECTING
 AN0042'ROAD, 103 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 67 FEET
 AN0042'NORTHWEST OF THE CENTER LINE OF THE CONCRETE ROAD, 18 FEET NORTHEAST
 AN0042'OF THE CENTER LINE OF THE ASPHALT ROAD, AND ABOUT 2 FEET LOWER THAN
 AN0042'THE HIGHWAY.
 AN0042
 AN0042                          STATION RECOVERY (1978)
 AN0042
 AN0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0042'RECOVERED IN GOOD CONDITION.
 AN0042
 AN0042                          STATION RECOVERY (1991)
 AN0042
 AN0042'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0144 ***********************************************************************
 AW0144  DESIGNATION -  H 1208
 AW0144  PID         -  AW0144
 AW0144  STATE/COUNTY-  TX/BRAZORIA
 AW0144  USGS QUAD   -  ALGOA (1974)
 AW0144
 AW0144                         *CURRENT SURVEY CONTROL
 AW0144  ___________________________________________________________________
 AW0144* NAD 83(1986)-  29 25 41.     (N)    095 14 39.     (W)     SCALED    
 AW0144* NAVD 88     -        12.854  (meters)      42.17   (feet)  ADJUSTED  
 AW0144  ___________________________________________________________________
 AW0144  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AW0144  DYNAMIC HT  -          12.836 (meters)      42.11  (feet)  COMP
 AW0144  MODELED GRAV-     979,266.1   (mgal)                       NAVD 88
 AW0144
 AW0144  VERT ORDER  -  FIRST     CLASS I
 AW0144
 AW0144.The horizontal coordinates were scaled from a topographic map and have
 AW0144.an estimated accuracy of +/- 6 seconds.
 AW0144
 AW0144.The orthometric height was determined by differential leveling
 AW0144.and adjusted by the National Geodetic Survey in June 1991..
 AW0144
 AW0144.The geoid height was determined by GEOID03.
 AW0144
 AW0144.The dynamic height is computed by dividing the NAVD 88
 AW0144.geopotential number by the normal gravity value computed on the
 AW0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0144.degrees latitude (g = 980.6199 gals.).
 AW0144
 AW0144.The modeled gravity was interpolated from observed gravity values.
 AW0144
 AW0144;                    North         East    Units  Estimated Accuracy
 AW0144;SPC TXSC     - 4,182,590.      964,330.      MT  (+/- 180 meters Scaled)
 AW0144
 AW0144                          SUPERSEDED SURVEY CONTROL
 AW0144
 AW0144  NGVD 29 (12/23/87)   12.851  (m)           42.16   (f) ADJUSTED    1 1
 AW0144
 AW0144.Superseded values are not recommended for survey control.
 AW0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0144.See file dsdata.txt to determine how the superseded data were derived.
 AW0144
 AW0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN822575(NAD 83)
 AW0144_MARKER: DB = BENCH MARK DISK
 AW0144_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0144_SP_SET: COPPER-CLAD STEEL ROD
 AW0144_STAMPING: H 1208 1973
 AW0144_MARK LOGO: NGS   
 AW0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0144
 AW0144  HISTORY     - Date     Condition        Report By
 AW0144  HISTORY     - 1973     MONUMENTED       NGS
 AW0144  HISTORY     - 1978     GOOD             NGS
 AW0144  HISTORY     - 1978     GOOD             NGS
 AW0144  HISTORY     - 1987     GOOD             NGS
 AW0144  HISTORY     - 1989     GOOD             USPSQD
 AW0144  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0144  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW0144  HISTORY     - 20020109 MARK NOT FOUND   USPSQD
 AW0144  HISTORY     - 20041021 MARK NOT FOUND   USPSQD
 AW0144
 AW0144                          STATION DESCRIPTION
 AW0144
 AW0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0144'IN ALVIN.
 AW0144'AT ALVIN, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY
 AW0144'35 (BUISNESS ROUTE) AND STATE HIGHWAY 6, 137 FEET SOUTH OF THE CENTER
 AW0144'LINE OF THE EAST BOUND LANES OF HIGHWAY 6, 30 FEET EAST OF THE CENTER
 AW0144'LINE OF THE NORTH BOUND LANES OF HIGHWAY 35, 33.2 FEET NORTH OF THE
 AW0144'NORTH EDGE OF THE ASPHALT DRIVE AND PARKING LOT FOR THE HOLIDAY INN, A
 AW0144'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL
 AW0144'REFUSAL AT A DEPTH OF 35 FEET.  THE UPPER PORTION OF THE ROD IS
 AW0144'ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND, AND
 AW0144'IS ABOUT LEVEL WITH THE HIGHWAYS.
 AW0144
 AW0144                          STATION RECOVERY (1978)
 AW0144
 AW0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0144'RECOVERED IN GOOD CONDITION.
 AW0144
 AW0144                          STATION RECOVERY (1978)
 AW0144
 AW0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0144'RECOVERED IN GOOD CONDITION.
 AW0144
 AW0144                          STATION RECOVERY (1987)
 AW0144
 AW0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0144'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW0144'EXCEPT THE HOLIDAY INN MENTIONED THEREIN IS NOW HOME INN.  ADD--1.7
 AW0144'METERS (5.6 FT) SOUTH-SOUTHWEST OF A FIRE HYDRANT, 0.52 METER (1.7 FT)
 AW0144'SOUTH OF UTILITY POLE NO. F 226 100 A WITH SECURITY LIGHT AND
 AW0144'TRANSFORMER, 0.21 METER (0.7 FT) EAST OF THE EAST EDGE OF A CONCRETE
 AW0144'SIDEWALK.  IT IS ALSO RECESSED 5 CM.
 AW0144
 AW0144                          STATION RECOVERY (1989)
 AW0144
 AW0144'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0144'RECOVERED IN GOOD CONDITION.
 AW0144
 AW0144                          STATION RECOVERY (1990)
 AW0144
 AW0144'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW0144'MARK NOT FOUND.
 AW0144
 AW0144                          STATION RECOVERY (1997)
 AW0144
 AW0144'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0144'MARK NOT FOUND.
 AW0144
 AW0144                          STATION RECOVERY (2002)
 AW0144
 AW0144'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0144'MARK NOT FOUND.
 AW0144
 AW0144                          STATION RECOVERY (2004)
 AW0144
 AW0144'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0029 ***********************************************************************
 AM0029  TIDAL BM    -  This is a Tidal Bench Mark.
 AM0029  DESIGNATION -  H 1209
 AM0029  PID         -  AM0029
 AM0029  STATE/COUNTY-  TX/BRAZORIA
 AM0029  USGS QUAD   -  FREEPORT (1974)
 AM0029
 AM0029                         *CURRENT SURVEY CONTROL
 AM0029  ___________________________________________________________________
 AM0029* NAD 83(1986)-  28 56 47.     (N)    095 18 32.     (W)     SCALED    
 AM0029* NAVD 88     -         2.68   (+/-2cm)       8.8    (feet)  VERTCON   
 AM0029  ___________________________________________________________________
 AM0029  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0029
 AM0029  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0029
 AM0029.The horizontal coordinates were scaled from a topographic map and have
 AM0029.an estimated accuracy of +/- 6 seconds.
 AM0029
 AM0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0029.The vertical order pertains to the NGVD 29 superseded value.
 AM0029
 AM0029.This Tidal Bench Mark is designated as VM 868
 AM0029.by the Center for Operational Oceanographic Products and Services.
 AM0029
 AM0029.The geoid height was determined by GEOID03.
 AM0029
 AM0029;                    North         East    Units  Estimated Accuracy
 AM0029;SPC TXSC     - 4,129,030.      959,740.      MT  (+/- 180 meters Scaled)
 AM0029
 AM0029                          SUPERSEDED SURVEY CONTROL
 AM0029
 AM0029  NGVD 29 (??/??/92)    2.702  (m)            8.86   (f) ADJ UNCH    1 1
 AM0029
 AM0029.Superseded values are not recommended for survey control.
 AM0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0029.See file dsdata.txt to determine how the superseded data were derived.
 AM0029
 AM0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN749042(NAD 83)
 AM0029_MARKER: DB = BENCH MARK DISK
 AM0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0029_SP_SET: TOWER BASE
 AM0029_STAMPING: H 1209 1973
 AM0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0029
 AM0029  HISTORY     - Date     Condition        Report By
 AM0029  HISTORY     - 1973     MONUMENTED       NGS
 AM0029  HISTORY     - 1978     GOOD             NGS
 AM0029
 AM0029                          STATION DESCRIPTION
 AM0029
 AM0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0029'3.25 MI E FROM FREEPORT.
 AM0029'2.6 MILES EAST ALONG COUNTY ROAD 229 FROM THE JUNCTION OF VELASCO
 AM0029'BOULEVARD AT FREEPORT, THENCE 0.65 MILE SOUTHEAST AND SOUTH ALONG THE
 AM0029'WEST LEVEE ROAD OF DOW BARGE CANAL, 0.05 MILE SOUTH OF THE JUNCTION OF
 AM0029'A ROAD SOUTH TO THE DOW CHEMICAL COMPANY SKIMMER GATE, CARETAKER HOUSE
 AM0029'AND A TIDE GAGE, 118 FEET EAST AND ACROSS A GRAVEL ROAD FROM THE
 AM0029'CENTER LINE OF THE LEVEE ROAD, 37 FEET EAST OF THE CENTER LINE OF THE
 AM0029'GRAVEL ROAD, 63.5 FEET NORTH OF THE NORTHWEST CORNER OF THE CARETAKER
 AM0029'HOUSE, IN THE TOP AND 1.5 FEET EAST OF THE WEST CORNER OF THE CONCRETE
 AM0029'BASE OF A STEEL TOWER SUPPORTING A CHANNEL NAVIGATION LIGHT, 1.5 FEET
 AM0029'WEST OF THE WEST STEEL LEG OF THE TOWER, ABOUT 3 1/2 FEET LOWER THAN
 AM0029'THE ROAD, AND 1.0 FOOT ABOVE THE GROUND.
 AM0029
 AM0029                          STATION RECOVERY (1978)
 AM0029
 AM0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1281 ***********************************************************************
 AX1281  DESIGNATION -  H 121
 AX1281  PID         -  AX1281
 AX1281  STATE/COUNTY-  TX/FAYETTE
 AX1281  USGS QUAD   -  FLATONIA (1981)
 AX1281
 AX1281                         *CURRENT SURVEY CONTROL
 AX1281  ___________________________________________________________________
 AX1281* NAD 83(1986)-  29 41 45.     (N)    097 06 43.     (W)     SCALED    
 AX1281* NAVD 88     -       129.86   (+/-2cm)     426.0    (feet)  VERTCON   
 AX1281  ___________________________________________________________________
 AX1281  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AX1281
 AX1281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1281
 AX1281.The horizontal coordinates were scaled from a topographic map and have
 AX1281.an estimated accuracy of +/- 6 seconds.
 AX1281
 AX1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1281.The vertical order pertains to the NGVD 29 superseded value.
 AX1281
 AX1281.The geoid height was determined by GEOID03.
 AX1281
 AX1281;                    North         East    Units  Estimated Accuracy
 AX1281;SPC TXSC     - 4,207,890.      782,700.      MT  (+/- 180 meters Scaled)
 AX1281
 AX1281                          SUPERSEDED SURVEY CONTROL
 AX1281
 AX1281  NGVD 29 (??/??/92)  129.82   (m)          425.9    (f) COMPUTED    2 0
 AX1281
 AX1281.Superseded values are not recommended for survey control.
 AX1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1281.See file dsdata.txt to determine how the superseded data were derived.
 AX1281
 AX1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT826865(NAD 83)
 AX1281_MARKER: DB = BENCH MARK DISK
 AX1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1281_SP_SET: CULVERT
 AX1281_STAMPING: H 121 1933
 AX1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1281
 AX1281  HISTORY     - Date     Condition        Report By
 AX1281  HISTORY     - 1933     MONUMENTED       CGS
 AX1281  HISTORY     - 1943     GOOD             NGS
 AX1281  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1281  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1281  HISTORY     - 20040318 MARK NOT FOUND   USPSQD
 AX1281
 AX1281                          STATION DESCRIPTION
 AX1281
 AX1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1281'0.6 MI N FROM FLATONIA.
 AX1281'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 95 AND U. S.
 AX1281'HIGHWAY NUMBER 90 AT FLATONIA, PROCEED NORTHERLY ON STATE HIGHWAY
 AX1281'NUMBER 95 AND GO 0.6 MILE TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1281'HORIZONTALLY IN TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 AX1281'CONCRETE CULVERT UNDER THE SOUTHERN PACIFIC RAILROAD, IT IS ABOUT 0.2
 AX1281'MILE    MILE SOUTH OF MILE POST NUMBER 30, ABOUT 70 FEET WEST OF THE
 AX1281'CENTER-LINE OF STATE HIGHWAY NUMBER 95, 12 FEET EAST OF AND ABOUT 3.0
 AX1281'FEET BELOW THE CENTER-LINE OF THE RAILROAD.  A DISK SET IN A DRILL
 AX1281'HOLE.  NOTE-- RAILROAD RAISED AND CULVERT REMOVED.
 AX1281
 AX1281                          STATION RECOVERY (1965)
 AX1281
 AX1281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1281'MARK NOT FOUND.
 AX1281
 AX1281                          STATION RECOVERY (1991)
 AX1281
 AX1281'RECOVERY NOTE BY US POWER SQUADRON 1991 (MW)
 AX1281'MARK NOT FOUND.
 AX1281
 AX1281                          STATION RECOVERY (2004)
 AX1281
 AX1281'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1281'THIS WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0044 ***********************************************************************
 AW0044  DESIGNATION -  H 1210
 AW0044  PID         -  AW0044
 AW0044  STATE/COUNTY-  TX/BRAZORIA
 AW0044  USGS QUAD   -  OYSTER CREEK (1974)
 AW0044
 AW0044                         *CURRENT SURVEY CONTROL
 AW0044  ___________________________________________________________________
 AW0044* NAD 83(1986)-  29 06 04.     (N)    095 16 30.     (W)     SCALED    
 AW0044* NAVD 88     -         2.20   (+/-2cm)       7.2    (feet)  VERTCON   
 AW0044  ___________________________________________________________________
 AW0044  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW0044
 AW0044  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0044
 AW0044.The horizontal coordinates were scaled from a topographic map and have
 AW0044.an estimated accuracy of +/- 6 seconds.
 AW0044
 AW0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0044.The vertical order pertains to the NGVD 29 superseded value.
 AW0044
 AW0044.The geoid height was determined by GEOID03.
 AW0044
 AW0044;                    North         East    Units  Estimated Accuracy
 AW0044;SPC TXSC     - 4,146,280.      962,500.      MT  (+/- 180 meters Scaled)
 AW0044
 AW0044                          SUPERSEDED SURVEY CONTROL
 AW0044
 AW0044  NGVD 29 (??/??/92)    2.211  (m)            7.25   (f) ADJ UNCH    1 1
 AW0044
 AW0044.Superseded values are not recommended for survey control.
 AW0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0044.See file dsdata.txt to determine how the superseded data were derived.
 AW0044
 AW0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN786213(NAD 83)
 AW0044_MARKER: DB = BENCH MARK DISK
 AW0044_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0044_SP_SET: 48 FEET
 AW0044_STAMPING: H 1210 1973
 AW0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0044
 AW0044  HISTORY     - Date     Condition        Report By
 AW0044  HISTORY     - 1973     MONUMENTED       NGS
 AW0044  HISTORY     - 1978     GOOD             NGS
 AW0044  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AW0044
 AW0044                          STATION DESCRIPTION
 AW0044
 AW0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0044'12.25 MI NE FROM FREEPORT.
 AW0044'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0044'BOULEVARD AT FREEPORT, THENCE 5.45 MILES NORTHEAST ALONG COUNTY ROAD
 AW0044'227, 0.6 MILE NORTHEAST OF THE NORTHEAST END OF A CONCRETE BRIDGE OVER
 AW0044'BASTROP BAYOU, AT THE JUNCTION OF A SHELL ROAD TO A FIELD, 150 FEET
 AW0044'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 10 1/2 FEET NORTHEAST OF THE
 AW0044'CENTER LINE OF THE SHELL ROAD, 97.0 FEET NORTHEAST OF THE NORTH CORNER
 AW0044'OF STOCK PENS, 3 FEET NORTHEAST OF THE NORTHEAST END OF A METAL GATE,
 AW0044'1.8 FEET NORTHWEST OF A FENCE, 1.9 FEET SOUTHWEST OF A WITNESS POST,
 AW0044'ABOUT 1 FOOT LOWER THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AW0044'COATED ROD DRIVEN TO A DEPTH OF 48 FEET.  THE UPPER PORTION OF THE ROD
 AW0044'IS ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW0044
 AW0044                          STATION RECOVERY (1978)
 AW0044
 AW0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0044'RECOVERED IN GOOD CONDITION.
 AW0044
 AW0044                          STATION RECOVERY (2003)
 AW0044
 AW0044'RECOVERY NOTE BY US POWER SQUADRON 2003 (AB)
 AW0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2282 ***********************************************************************
 AW2282  DESIGNATION -  H 1211
 AW2282  PID         -  AW2282
 AW2282  STATE/COUNTY-  TX/HARRIS
 AW2282  USGS QUAD   -  BELLAIRE (1995)
 AW2282
 AW2282                         *CURRENT SURVEY CONTROL
 AW2282  ___________________________________________________________________
 AW2282* NAD 83(1986)-  29 44 16.     (N)    095 29 45.     (W)     SCALED    
 AW2282* NAVD 88     -        18.915  (meters)      62.06   (feet)  ADJUSTED  
 AW2282  ___________________________________________________________________
 AW2282  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW2282  DYNAMIC HT  -          18.889 (meters)      61.97  (feet)  COMP
 AW2282  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 AW2282
 AW2282  VERT ORDER  -  FIRST     CLASS II
 AW2282
 AW2282.The horizontal coordinates were scaled from a topographic map and have
 AW2282.an estimated accuracy of +/- 6 seconds.
 AW2282
 AW2282.The orthometric height was determined by differential leveling
 AW2282.and adjusted by the National Geodetic Survey in June 1991..
 AW2282
 AW2282.The geoid height was determined by GEOID03.
 AW2282
 AW2282.The dynamic height is computed by dividing the NAVD 88
 AW2282.geopotential number by the normal gravity value computed on the
 AW2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2282.degrees latitude (g = 980.6199 gals.).
 AW2282
 AW2282.The modeled gravity was interpolated from observed gravity values.
 AW2282
 AW2282;                    North         East    Units  Estimated Accuracy
 AW2282;SPC TXSC     - 4,216,140.      938,900.      MT  (+/- 180 meters Scaled)
 AW2282
 AW2282                          SUPERSEDED SURVEY CONTROL
 AW2282
 AW2282  NGVD 29 (12/23/87)   18.910  (m)           62.04   (f) ADJUSTED    1 2
 AW2282
 AW2282.Superseded values are not recommended for survey control.
 AW2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2282.See file dsdata.txt to determine how the superseded data were derived.
 AW2282
 AW2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN586923(NAD 83)
 AW2282_MARKER: DB = BENCH MARK DISK
 AW2282_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2282_SP_SET: CULVERT
 AW2282_STAMPING: H 1211 1973
 AW2282_MARK LOGO: NGS   
 AW2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2282+STABILITY: SURFACE MOTION
 AW2282
 AW2282  HISTORY     - Date     Condition        Report By
 AW2282  HISTORY     - 1973     MONUMENTED       NGS
 AW2282  HISTORY     - 1978     GOOD             NGS
 AW2282  HISTORY     - 1983     GOOD             NGS
 AW2282  HISTORY     - 1986     GOOD             NGS
 AW2282  HISTORY     - 1987     GOOD             USPSQD
 AW2282  HISTORY     - 19931030 GOOD             USPSQD
 AW2282  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2282
 AW2282                          STATION DESCRIPTION
 AW2282
 AW2282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2282'3.9 MI NW FROM BELLAIRE.
 AW2282'2.25 MILES NORTH ALONG RICE AVENUE FROM THE JUNCTION OF BALLAIRE
 AW2282'BOULEVARD AT BELLAIRE, THENCE 0.35 MILE WEST ALONG WEST ALABAMA
 AW2282'STREET, THENCE 1.3 MILES WEST ALONG WESTHEIMER ROAD, AT THE NORTHWEST
 AW2282'CORNER OF THE JUNCTION OF BRIARGROVE DRIVE, IN THE TOP AND 1.0 FOOT
 AW2282'EAST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF LARGE DOUBLE
 AW2282'CONCRETE BOX CULVERTS OVER BERING DITCH, 222 FEET WEST OF THE WEST
 AW2282'CURB OF THE DRIVE, 12.9 FEET NORTH OF THE NORTH CURB OF THE ROAD, AND
 AW2282'ABOUT 1 FOOT LOWER THAN THE ROAD.
 AW2282
 AW2282                          STATION RECOVERY (1978)
 AW2282
 AW2282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2282'REC0VERED AS DESCRIBED.
 AW2282
 AW2282                          STATION RECOVERY (1983)
 AW2282
 AW2282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2282'RECOVERED IN GOOD CONDITION.
 AW2282
 AW2282                          STATION RECOVERY (1986)
 AW2282
 AW2282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2282'RECOVERED IN GOOD CONDITION.
 AW2282
 AW2282                          STATION RECOVERY (1987)
 AW2282
 AW2282'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2282'RECOVERED IN GOOD CONDITION.
 AW2282
 AW2282                          STATION RECOVERY (1993)
 AW2282
 AW2282'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2282'RECOVERED IN GOOD CONDITION.
 AW2282
 AW2282                          STATION RECOVERY (2004)
 AW2282
 AW2282'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4702 ***********************************************************************
 AW4702  DESIGNATION -  H 1212
 AW4702  PID         -  AW4702
 AW4702  STATE/COUNTY-  TX/FORT BEND
 AW4702  USGS QUAD   -  RICHMOND (1980)
 AW4702
 AW4702                         *CURRENT SURVEY CONTROL
 AW4702  ___________________________________________________________________
 AW4702* NAD 83(1986)-  29 33 38.     (N)    095 48 31.     (W)     SCALED    
 AW4702* NAVD 88     -        31.979  (meters)     104.92   (feet)  ADJUSTED  
 AW4702  ___________________________________________________________________
 AW4702  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW4702  DYNAMIC HT  -          31.935 (meters)     104.77  (feet)  COMP
 AW4702  MODELED GRAV-     979,264.6   (mgal)                       NAVD 88
 AW4702
 AW4702  VERT ORDER  -  FIRST     CLASS I
 AW4702
 AW4702.The horizontal coordinates were scaled from a topographic map and have
 AW4702.an estimated accuracy of +/- 6 seconds.
 AW4702
 AW4702.The orthometric height was determined by differential leveling
 AW4702.and adjusted by the National Geodetic Survey in June 1991..
 AW4702
 AW4702.The geoid height was determined by GEOID03.
 AW4702
 AW4702.The dynamic height is computed by dividing the NAVD 88
 AW4702.geopotential number by the normal gravity value computed on the
 AW4702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4702.degrees latitude (g = 980.6199 gals.).
 AW4702
 AW4702.The modeled gravity was interpolated from observed gravity values.
 AW4702
 AW4702;                    North         East    Units  Estimated Accuracy
 AW4702;SPC TXSC     - 4,195,640.      909,200.      MT  (+/- 180 meters Scaled)
 AW4702
 AW4702                          SUPERSEDED SURVEY CONTROL
 AW4702
 AW4702  NGVD 29 (12/23/87)   31.976  (m)          104.91   (f) ADJUSTED    1 1
 AW4702
 AW4702.Superseded values are not recommended for survey control.
 AW4702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4702.See file dsdata.txt to determine how the superseded data were derived.
 AW4702
 AW4702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN278733(NAD 83)
 AW4702_MARKER: DB = BENCH MARK DISK
 AW4702_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW4702_SP_SET: COPPER-CLAD STEEL ROD
 AW4702_STAMPING: H 1212 1973
 AW4702_MARK LOGO: NGS   
 AW4702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4702
 AW4702  HISTORY     - Date     Condition        Report By
 AW4702  HISTORY     - 1973     MONUMENTED       NGS
 AW4702  HISTORY     - 1987     GOOD             NGS
 AW4702  HISTORY     - 1988     GOOD             USPSQD
 AW4702  HISTORY     - 1990     GOOD             USPSQD
 AW4702  HISTORY     - 19931204 GOOD             USPSQD
 AW4702  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4702
 AW4702                          STATION DESCRIPTION
 AW4702
 AW4702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4702'IN ROSENBERG.
 AW4702'AT ROSENBERG, 0.25 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 AW4702'RAILWAY FROM THE STATION, AT THE JUNCTION OF HOUSTON AND WALNUT
 AW4702'STREETS, 49.6 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 24 FEET
 AW4702'WEST OF THE CENTER LINE OF HOUSTON STREET, 120 FEET SOUTH AND ACROSS
 AW4702'THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CENTER LINE OF WALNUT
 AW4702'STREET, 47.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTHERN PACIFIC
 AW4702'COMPANY RAILROAD MAIN TRACK, 1.0 FOOT WEST OF A TELEPHONE POLE, A DISK
 AW4702'ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO SUDDEN REFUSAL AT
 AW4702'A DEPTH OF 24 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 AW4702'CONCRETE POST FLUSH WITH THE GROUND.
 AW4702
 AW4702                          STATION RECOVERY (1987)
 AW4702
 AW4702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4702'RECOVERED IN GOOD CONDITION.
 AW4702
 AW4702                          STATION RECOVERY (1988)
 AW4702
 AW4702'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4702'RECOVERED IN GOOD CONDITION.
 AW4702
 AW4702                          STATION RECOVERY (1990)
 AW4702
 AW4702'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4702'RECOVERED IN GOOD CONDITION.
 AW4702
 AW4702                          STATION RECOVERY (1993)
 AW4702
 AW4702'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4702'RECOVERED IN GOOD CONDITION.
 AW4702
 AW4702                          STATION RECOVERY (1999)
 AW4702
 AW4702'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2140 ***********************************************************************
 AW2140  DESIGNATION -  H 1213
 AW2140  PID         -  AW2140
 AW2140  STATE/COUNTY-  TX/FORT BEND
 AW2140  USGS QUAD   -  CLODINE (1995)
 AW2140
 AW2140                         *CURRENT SURVEY CONTROL
 AW2140  ___________________________________________________________________
 AW2140* NAD 83(1986)-  29 40 44.     (N)    095 38 37.     (W)     SCALED    
 AW2140* NAVD 88     -        27.36   (+/-2cm)      89.8    (feet)  VERTCON   
 AW2140  ___________________________________________________________________
 AW2140  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW2140
 AW2140  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2140
 AW2140.The horizontal coordinates were scaled from a topographic map and have
 AW2140.an estimated accuracy of +/- 6 seconds.
 AW2140
 AW2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2140.The vertical order pertains to the NGVD 29 superseded value.
 AW2140
 AW2140.The geoid height was determined by GEOID03.
 AW2140
 AW2140;                    North         East    Units  Estimated Accuracy
 AW2140;SPC TXSC     - 4,209,200.      924,800.      MT  (+/- 180 meters Scaled)
 AW2140
 AW2140                          SUPERSEDED SURVEY CONTROL
 AW2140
 AW2140  NGVD 29 (04/06/79)   27.354  (m)           89.74   (f) ADJUSTED    1 2
 AW2140
 AW2140.Superseded values are not recommended for survey control.
 AW2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2140.See file dsdata.txt to determine how the superseded data were derived.
 AW2140
 AW2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN441861(NAD 83)
 AW2140_MARKER: DB = BENCH MARK DISK
 AW2140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2140_SP_SET: CULVERT
 AW2140_STAMPING: H 1213 1971
 AW2140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2140
 AW2140  HISTORY     - Date     Condition        Report By
 AW2140  HISTORY     - 1973     MONUMENTED       NGS
 AW2140  HISTORY     - 1978     GOOD             NGS
 AW2140  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2140  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2140  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW2140  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW2140
 AW2140                          STATION DESCRIPTION
 AW2140
 AW2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2140'7.3 MI S FROM ADDICKS.
 AW2140'7.3 MILES SOUTH ALONG STATE HIGHWAY 6 FROM INTERSTATE HIGHWAY 10
 AW2140'OVERPASS AT ADDICKS, 0.7 MILE NORTH OF THE JUNCTION OF OLD RICHMOND
 AW2140'ROAD EAST AND GASTON ROAD WEST, AT THE CROSSING OF KEEGANS BAYOU, IN
 AW2140'THE TOP AND 1.5 FEET NORTH OF THE SOUTH END OF THE WEST CONCRETE
 AW2140'HEADWALL OF TRIPLE CONCRETE BOX CULVERTS, 27 FEET WEST OF THE CENTER
 AW2140'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW2140
 AW2140                          STATION RECOVERY (1978)
 AW2140
 AW2140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2140'RECOVERED IN GOOD CONDITION.
 AW2140
 AW2140                          STATION RECOVERY (1986)
 AW2140
 AW2140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2140'NOT RECOVERED.
 AW2140
 AW2140                          STATION RECOVERY (1994)
 AW2140
 AW2140'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2140'MARK NOT FOUND.
 AW2140
 AW2140                          STATION RECOVERY (1998)
 AW2140
 AW2140'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2140'MARK NOT FOUND.
 AW2140
 AW2140                          STATION RECOVERY (2004)
 AW2140
 AW2140'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2374 ***********************************************************************
 AW2374  DESIGNATION -  H 1214
 AW2374  PID         -  AW2374
 AW2374  STATE/COUNTY-  TX/FORT BEND
 AW2374  USGS QUAD   -  MISSOURI CITY (1995)
 AW2374
 AW2374                         *CURRENT SURVEY CONTROL
 AW2374  ___________________________________________________________________
 AW2374* NAD 83(1986)-  29 35 54.     (N)    095 37 19.     (W)     SCALED    
 AW2374* NAVD 88     -        21.38   (+/-2cm)      70.1    (feet)  VERTCON   
 AW2374  ___________________________________________________________________
 AW2374  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW2374  OBS GRAVITY -     979,272.9   (mgal)                       GRAV_OBS
 AW2374
 AW2374  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2374
 AW2374.The horizontal coordinates were scaled from a topographic map and have
 AW2374.an estimated accuracy of +/- 6 seconds.
 AW2374
 AW2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2374.The vertical order pertains to the NGVD 29 superseded value.
 AW2374
 AW2374.The geoid height was determined by GEOID03.
 AW2374.The observed gravity was obtained from relative gravimeter ties
 AW2374.to the IGSN71 gravity network.
 AW2374
 AW2374;                    North         East    Units  Estimated Accuracy
 AW2374;SPC TXSC     - 4,200,330.      927,150.      MT  (+/- 180 meters Scaled)
 AW2374
 AW2374                          SUPERSEDED SURVEY CONTROL
 AW2374
 AW2374  NGVD 29 (??/??/92)   21.380  (m)           70.14   (f) ADJ UNCH    1 2
 AW2374
 AW2374.Superseded values are not recommended for survey control.
 AW2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2374.See file dsdata.txt to determine how the superseded data were derived.
 AW2374
 AW2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN460771(NAD 83)
 AW2374_MARKER: DB = BENCH MARK DISK
 AW2374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2374_SP_SET: OVERPASS
 AW2374_STAMPING: H 1214 1973
 AW2374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2374
 AW2374  HISTORY     - Date     Condition        Report By
 AW2374  HISTORY     - 1973     MONUMENTED       NGS
 AW2374  HISTORY     - 1978     GOOD             NGS
 AW2374  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2374  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2374  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2374  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2374  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW2374
 AW2374                          STATION DESCRIPTION
 AW2374
 AW2374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2374'2.0 MI S FROM SUGAR LAND.
 AW2374'1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION OF U.S.
 AW2374'HIGHWAY 59 AT SUGAR LAND, THENCE 0.85 MILE SOUTHEAST ALONG STATE
 AW2374'HIGHWAY 6, IN THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE HEADWALL
 AW2374'OF DOUBLE PIPE CULVERTS, 71 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 AW2374'THE NORTHEAST LANES OF THE HIGHWAY, 149 FEET SOUTHEAST OF THE
 AW2374'SOUTHEAST EDGE OF THE SOUTHEAST U.S. HIGHWAY 59 OVERPASS OVER STATE
 AW2374'HIGHWAY 6, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND
 AW2374'FREEWAY ENTRANCE ROAD, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 AW2374
 AW2374                          STATION RECOVERY (1978)
 AW2374
 AW2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2374'RECOVERED.  NOTE=SHOULD READ FROM THE JUNCTION OF U.S. HIGHWAY 90
 AW2374'ALTERNATE INSTEAD OF U.S. HIGHWAY 59.
 AW2374
 AW2374                          STATION RECOVERY (1986)
 AW2374
 AW2374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2374'NOT RECOVERED.
 AW2374
 AW2374                          STATION RECOVERY (1987)
 AW2374
 AW2374'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2374'MARK NOT FOUND.
 AW2374
 AW2374                          STATION RECOVERY (1987)
 AW2374
 AW2374'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2374'MARK NOT FOUND.
 AW2374
 AW2374                          STATION RECOVERY (1993)
 AW2374
 AW2374'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2374'MARK NOT FOUND.
 AW2374
 AW2374                          STATION RECOVERY (2004)
 AW2374
 AW2374'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1237 ***********************************************************************
 BL1237  DESIGNATION -  H 1215
 BL1237  PID         -  BL1237
 BL1237  STATE/COUNTY-  TX/HARRIS
 BL1237  USGS QUAD   -  HUFFMAN (1980)
 BL1237
 BL1237                         *CURRENT SURVEY CONTROL
 BL1237  ___________________________________________________________________
 BL1237* NAD 83(1986)-  30 00 05.     (N)    095 05 36.     (W)     SCALED    
 BL1237* NAVD 88     -        20.612  (meters)      67.62   (feet)  ADJUSTED  
 BL1237  ___________________________________________________________________
 BL1237  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1237  DYNAMIC HT  -          20.584 (meters)      67.53  (feet)  COMP
 BL1237  MODELED GRAV-     979,307.9   (mgal)                       NAVD 88
 BL1237
 BL1237  VERT ORDER  -  FIRST     CLASS II
 BL1237
 BL1237.The horizontal coordinates were scaled from a topographic map and have
 BL1237.an estimated accuracy of +/- 6 seconds.
 BL1237
 BL1237.The orthometric height was determined by differential leveling
 BL1237.and adjusted by the National Geodetic Survey in June 1991..
 BL1237
 BL1237.The geoid height was determined by GEOID03.
 BL1237
 BL1237.The dynamic height is computed by dividing the NAVD 88
 BL1237.geopotential number by the normal gravity value computed on the
 BL1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1237.degrees latitude (g = 980.6199 gals.).
 BL1237
 BL1237.The modeled gravity was interpolated from observed gravity values.
 BL1237
 BL1237;                    North         East    Units  Estimated Accuracy
 BL1237;SPC TXSC     - 4,246,580.      976,840.      MT  (+/- 180 meters Scaled)
 BL1237
 BL1237                          SUPERSEDED SURVEY CONTROL
 BL1237
 BL1237  NGVD 29 (12/23/87)   20.610  (m)           67.62   (f) ADJUSTED    1 2
 BL1237
 BL1237.Superseded values are not recommended for survey control.
 BL1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1237.See file dsdata.txt to determine how the superseded data were derived.
 BL1237
 BL1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP980207(NAD 83)
 BL1237_MARKER: DB = BENCH MARK DISK
 BL1237_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1237_SP_SET: COPPER-CLAD STEEL ROD
 BL1237_STAMPING: H 1215 1973
 BL1237_MARK LOGO: NGS   
 BL1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1237
 BL1237  HISTORY     - Date     Condition        Report By
 BL1237  HISTORY     - 1973     MONUMENTED       NGS
 BL1237  HISTORY     - 1978     GOOD             NGS
 BL1237  HISTORY     - 1987     GOOD             NGS
 BL1237  HISTORY     - 19970927 GOOD             USPSQD
 BL1237
 BL1237                          STATION DESCRIPTION
 BL1237
 BL1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1237'1.6 MI S FROM HUFFMAN.
 BL1237'ABOUT 1.6 MILES SOUTH ALONG FARM ROAD 2100 FROM THE U.S. POST OFFICE
 BL1237'AT HUFFMAN, ABOUT .2 MILES SOUTH OF THE INTERSECTION OF ATASCOCITA
 BL1237'ROAD, 48.4 FEET WEST OF THE CENTER LINE OF FM 2100, 1.8 FEET EAST OF A
 BL1237'FENCE, 1.1 FEET NORTH OF A TELEPHONE POLE NO. 6TC 12300-75.  A NGS
 BL1237'DISK 1.4 FEET SOUTH OF A METAL WITNESS POST ABOUT LEVEL WITH THE ROAD
 BL1237'ON THE TOP OF A 5/8 IN. COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH
 BL1237'OF 40 FEET AND IS ENCASED IN A 6 IN. METAL PIPE FLUSH WITH THE GROUND.
 BL1237
 BL1237                          STATION RECOVERY (1978)
 BL1237
 BL1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1237'RECOVERED IN GOOD CONDITION.
 BL1237
 BL1237                          STATION RECOVERY (1987)
 BL1237
 BL1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1237'RECOVERED IN GOOD CONDITION.
 BL1237
 BL1237                          STATION RECOVERY (1997)
 BL1237
 BL1237'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1582 ***********************************************************************
 BL1582  DESIGNATION -  H 1216
 BL1582  PID         -  BL1582
 BL1582  STATE/COUNTY-  TX/HARRIS
 BL1582  USGS QUAD   -  HOCKLEY (1980)
 BL1582
 BL1582                         *CURRENT SURVEY CONTROL
 BL1582  ___________________________________________________________________
 BL1582* NAD 83(1986)-  30 04 09.     (N)    095 48 24.     (W)     SCALED    
 BL1582* NAVD 88     -        72.207  (meters)     236.90   (feet)  ADJUSTED  
 BL1582  ___________________________________________________________________
 BL1582  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1582  DYNAMIC HT  -          72.109 (meters)     236.58  (feet)  COMP
 BL1582  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 BL1582
 BL1582  VERT ORDER  -  FIRST     CLASS II
 BL1582
 BL1582.The horizontal coordinates were scaled from a topographic map and have
 BL1582.an estimated accuracy of +/- 6 seconds.
 BL1582
 BL1582.The orthometric height was determined by differential leveling
 BL1582.and adjusted by the National Geodetic Survey in June 1991..
 BL1582
 BL1582.The geoid height was determined by GEOID03.
 BL1582
 BL1582.The dynamic height is computed by dividing the NAVD 88
 BL1582.geopotential number by the normal gravity value computed on the
 BL1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1582.degrees latitude (g = 980.6199 gals.).
 BL1582
 BL1582.The modeled gravity was interpolated from observed gravity values.
 BL1582
 BL1582;                    North         East    Units  Estimated Accuracy
 BL1582;SPC TXSC     - 4,252,000.      907,840.      MT  (+/- 180 meters Scaled)
 BL1582
 BL1582                          SUPERSEDED SURVEY CONTROL
 BL1582
 BL1582  NGVD 29 (12/23/87)   72.200  (m)          236.88   (f) ADJUSTED    1 2
 BL1582
 BL1582.Superseded values are not recommended for survey control.
 BL1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1582.See file dsdata.txt to determine how the superseded data were derived.
 BL1582
 BL1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP294297(NAD 83)
 BL1582_MARKER: DB = BENCH MARK DISK
 BL1582_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL1582+WITH SETTING: INFORMATION.
 BL1582_SP_SET: SHALLOW-SET METAL ROD
 BL1582_STAMPING: H 1216 1973
 BL1582_MARK LOGO: NGS   
 BL1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1582
 BL1582  HISTORY     - Date     Condition        Report By
 BL1582  HISTORY     - 1973     MONUMENTED       NGS
 BL1582  HISTORY     - 1978     GOOD             NGS
 BL1582  HISTORY     - 1986     GOOD             NGS
 BL1582  HISTORY     - 19940326 GOOD             USPSQD
 BL1582
 BL1582                          STATION DESCRIPTION
 BL1582
 BL1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1582'5.15 MI NE FROM HOCKLEY.
 BL1582'ABOUT 3 MILES NORTH ALONG HEGAR RD. FROM THE JUNCTION OF US HIGHWAY
 BL1582'290 AND HEGAR RD., THENCE 2.15 MILES EAST ALONG WALLER-TOMBALL RD.,
 BL1582'ABOUT 0.05 MILE EAST OF A ROAD JUNCTION LEADING NORTHEAST, 50.4 FEET
 BL1582'NORTH OF THE CENTER LINE OF WALLER-TOMBALL RD., 2.6 FEET EAST OF A
 BL1582'POWER POLE, 0.7 FOOT SOUTH OF A FENCE, 0.9 FOOT WEST OF A METAL
 BL1582'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IS A DISK SET ON
 BL1582'TOP OF A 4-FOOT LENGTH OF A 5/8-INCH COPPER COATED STEEL ROD, AND
 BL1582'PROTECTED BY A 6-INCH METAL PIPE FLUSH WITH THE GROUND.
 BL1582
 BL1582                          STATION RECOVERY (1978)
 BL1582
 BL1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1582'RECOVERED IN GOOD CONDITION.
 BL1582
 BL1582                          STATION RECOVERY (1986)
 BL1582
 BL1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1582'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1582'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1582
 BL1582                          STATION RECOVERY (1994)
 BL1582
 BL1582'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1460 ***********************************************************************
 AW1460  DESIGNATION -  H 1217
 AW1460  PID         -  AW1460
 AW1460  STATE/COUNTY-  TX/CHAMBERS
 AW1460  USGS QUAD   -  OAK ISLAND (1994)
 AW1460
 AW1460                         *CURRENT SURVEY CONTROL
 AW1460  ___________________________________________________________________
 AW1460* NAD 83(1986)-  29 44 15.     (N)    094 41 24.     (W)     SCALED    
 AW1460* NAVD 88     -         4.90   (+/-2cm)      16.1    (feet)  VERTCON   
 AW1460  ___________________________________________________________________
 AW1460  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW1460  OBS GRAVITY -     979,286.6   (mgal)                       GRAV_OBS
 AW1460
 AW1460  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1460
 AW1460.The horizontal coordinates were scaled from a topographic map and have
 AW1460.an estimated accuracy of +/- 6 seconds.
 AW1460
 AW1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1460.The vertical order pertains to the NGVD 29 superseded value.
 AW1460
 AW1460.The geoid height was determined by GEOID03.
 AW1460.The observed gravity was obtained from relative gravimeter ties
 AW1460.to the IGSN71 gravity network.
 AW1460
 AW1460;                    North         East    Units  Estimated Accuracy
 AW1460;SPC TXSC     - 4,218,720.    1,016,810.      MT  (+/- 180 meters Scaled)
 AW1460
 AW1460                          SUPERSEDED SURVEY CONTROL
 AW1460
 AW1460  NGVD 29 (??/??/92)    4.900  (m)           16.08   (f) ADJ UNCH    1 2
 AW1460
 AW1460.Superseded values are not recommended for survey control.
 AW1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1460.See file dsdata.txt to determine how the superseded data were derived.
 AW1460
 AW1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN365908(NAD 83)
 AW1460_MARKER: DB = BENCH MARK DISK
 AW1460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW1460_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW1460_STAMPING: H 1217 1973
 AW1460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1460+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 AW1460
 AW1460  HISTORY     - Date     Condition        Report By
 AW1460  HISTORY     - 1973     MONUMENTED       NGS
 AW1460  HISTORY     - 1978     GOOD             NGS
 AW1460  HISTORY     - 19890407 POOR             USPSQD
 AW1460  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1460  HISTORY     - 19960923 GOOD             USPSQD
 AW1460  HISTORY     - 20010331 GOOD             NGS
 AW1460  HISTORY     - 20040201 GOOD             USPSQD
 AW1460  HISTORY     - 20050201 GOOD             USPSQD
 AW1460
 AW1460                          STATION DESCRIPTION
 AW1460
 AW1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1460'2.25 MI S FROM ANAHUAC.
 AW1460'ABOUT 2.25 MILES SOUTH ALONG SOUTH MAIN STREET FROM THE POST OFFICE AT
 AW1460'ANAHUAC, 54 1/2 FEET WEST OF THE CENTER LINE OF SOUTH MAIN STREET, 223
 AW1460'1/2 FEET NORTH OF CENTER LINE OF A PRIVATE DRIVE LEADING WEST, 2 FEET
 AW1460'SOUTHEAST OF A FENCE CORNER, 4 FEET SOUTH OF A POWER POLE NO. 25, 173
 AW1460'FEET SOUTH OF CENTER LINE OF A PRIVATE DRIVE LEADING WEST.  A NGS DISK
 AW1460'1 FOOT NORTH OF A METAL WITNESS POST AND ON THE TOP OF A 4-FOOT COPPER
 AW1460'COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL
 AW1460'WITH THE SURFACE OF THE GROUND AND ENCASED IN A 6 IN. IRON PIPE.
 AW1460
 AW1460                          STATION RECOVERY (1978)
 AW1460
 AW1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1460'RECOVERED IN GOOD CONDITION.
 AW1460
 AW1460                          STATION RECOVERY (1989)
 AW1460
 AW1460'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 AW1460'MARK RECOVERED IN POOR CONDITION.
 AW1460
 AW1460                          STATION RECOVERY (1990)
 AW1460
 AW1460'RECOVERY NOTE BY US POWER SQUADRON 1990 (GB)
 AW1460'MARK NOT FOUND.
 AW1460
 AW1460                          STATION RECOVERY (1996)
 AW1460
 AW1460'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1460'RECOVERED IN GOOD CONDITION.
 AW1460
 AW1460                          STATION RECOVERY (2001)
 AW1460
 AW1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1460'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1460
 AW1460                          STATION RECOVERY (2004)
 AW1460
 AW1460'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW1460'RECOVERED IN GOOD CONDITION.
 AW1460
 AW1460                          STATION RECOVERY (2005)
 AW1460
 AW1460'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0894 ***********************************************************************
 AW0894  DESIGNATION -  H 1218
 AW0894  PID         -  AW0894
 AW0894  STATE/COUNTY-  TX/HARRIS
 AW0894  USGS QUAD   -  PASADENA (1995)
 AW0894
 AW0894                         *CURRENT SURVEY CONTROL
 AW0894  ___________________________________________________________________
 AW0894* NAD 83(1986)-  29 43 56.     (N)    095 14 30.     (W)     SCALED    
 AW0894* NAVD 88     -         8.093  (meters)      26.55   (feet)  ADJUSTED  
 AW0894  ___________________________________________________________________
 AW0894  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0894  DYNAMIC HT  -           8.082 (meters)      26.52  (feet)  COMP
 AW0894  MODELED GRAV-     979,284.7   (mgal)                       NAVD 88
 AW0894  OBS GRAVITY -     979,288.8   (mgal)                       GRAV_OBS
 AW0894
 AW0894  VERT ORDER  -  FIRST     CLASS II
 AW0894
 AW0894.The horizontal coordinates were scaled from a topographic map and have
 AW0894.an estimated accuracy of +/- 6 seconds.
 AW0894
 AW0894.The orthometric height was determined by differential leveling
 AW0894.and adjusted by the National Geodetic Survey in June 1991..
 AW0894
 AW0894.The geoid height was determined by GEOID03.
 AW0894
 AW0894.The dynamic height is computed by dividing the NAVD 88
 AW0894.geopotential number by the normal gravity value computed on the
 AW0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0894.degrees latitude (g = 980.6199 gals.).
 AW0894
 AW0894.The modeled gravity was interpolated from observed gravity values.
 AW0894.The observed gravity was obtained from relative gravimeter ties
 AW0894.to the IGSN71 gravity network.
 AW0894
 AW0894;                    North         East    Units  Estimated Accuracy
 AW0894;SPC TXSC     - 4,216,290.      963,490.      MT  (+/- 180 meters Scaled)
 AW0894
 AW0894                          SUPERSEDED SURVEY CONTROL
 AW0894
 AW0894  NGVD 29 (12/23/87)    8.090  (m)           26.54   (f) ADJUSTED    1 2
 AW0894
 AW0894.Superseded values are not recommended for survey control.
 AW0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0894.See file dsdata.txt to determine how the superseded data were derived.
 AW0894
 AW0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN831912(NAD 83)
 AW0894_MARKER: DB = BENCH MARK DISK
 AW0894_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0894+WITH SETTING: PAVEMENT
 AW0894_SP_SET: FLAG POLE FOOTING
 AW0894_STAMPING: H 1218 1973
 AW0894_MARK LOGO: NGS   
 AW0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0894+STABILITY: SURFACE MOTION
 AW0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0894+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 AW0894
 AW0894  HISTORY     - Date     Condition        Report By
 AW0894  HISTORY     - 1973     MONUMENTED       NGS
 AW0894  HISTORY     - 1978     GOOD             NGS
 AW0894  HISTORY     - 1986     GOOD             NGS
 AW0894  HISTORY     - 1987     GOOD             USPSQD
 AW0894  HISTORY     - 1987     GOOD             USPSQD
 AW0894  HISTORY     - 1988     GOOD             USPSQD
 AW0894  HISTORY     - 1988     GOOD             USPSQD
 AW0894  HISTORY     - 1989     GOOD             USPSQD
 AW0894  HISTORY     - 19940712 GOOD             USPSQD
 AW0894  HISTORY     - 19960615 GOOD             USPSQD
 AW0894  HISTORY     - 20031022 GOOD             USPSQD
 AW0894
 AW0894                          STATION DESCRIPTION
 AW0894
 AW0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0894'IN GALENA PARK.
 AW0894'AT GALENA PARK, ABOUT 27 1/2 FEET NORTH OF THE NORTHWEST CORNER OF
 AW0894'CITY HALL, 75 FEET SOUTH OF THE CENTER LINE OF CLINTON DR., 50.7 FEET
 AW0894'EAST OF THE EAST CURB OF EASTWAY ST., SET IN THE TOP OF AND THE NORTH
 AW0894'SIDE OF THE CONCRETE FOUNDATION OF A FLAG POLE, AND ABOUT 2 INCHES
 AW0894'ABOVE THE LEVEL OF THE LAWN.
 AW0894
 AW0894                          STATION RECOVERY (1978)
 AW0894
 AW0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0894'RECOVERED IN GOOD CONDITION.
 AW0894
 AW0894                          STATION RECOVERY (1986)
 AW0894
 AW0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0894'RECOVERED IN GOOD CONDITION.
 AW0894
 AW0894                          STATION RECOVERY (1987)
 AW0894
 AW0894'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0894'RECOVERED IN GOOD CONDITION.
 AW0894
 AW0894                          STATION RECOVERY (1987)
 AW0894
 AW0894'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 AW0894'RECOVERED IN GOOD CONDITION.
 AW0894
 AW0894                          STATION RECOVERY (1988)
 AW0894
 AW0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0894'RECOVERED IN GOOD CONDITION.
 AW0894
 AW0894                          STATION RECOVERY (1988)
 AW0894
 AW0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW0894'RECOVERED IN GOOD CONDITION.
 AW0894
 AW0894                          STATION RECOVERY (1989)
 AW0894
 AW0894'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0894'RECOVERED IN GOOD CONDITION.
 AW0894
 AW0894                          STATION RECOVERY (1994)
 AW0894
 AW0894'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0894'RECOVERED IN GOOD CONDITION.
 AW0894
 AW0894                          STATION RECOVERY (1996)
 AW0894
 AW0894'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0894'RECOVERED IN GOOD CONDITION.
 AW0894
 AW0894                          STATION RECOVERY (2003)
 AW0894
 AW0894'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4196 ***********************************************************************
 AW4196  DESIGNATION -  H 1219
 AW4196  PID         -  AW4196
 AW4196  STATE/COUNTY-  TX/FORT BEND
 AW4196  USGS QUAD   -  NEEDVILLE (1980)
 AW4196
 AW4196                         *CURRENT SURVEY CONTROL
 AW4196  ___________________________________________________________________
 AW4196* NAD 83(1986)-  29 27 46.     (N)    095 49 07.     (W)     SCALED    
 AW4196* NAVD 88     -        25.914  (meters)      85.02   (feet)  ADJUSTED  
 AW4196  ___________________________________________________________________
 AW4196  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW4196  DYNAMIC HT  -          25.878 (meters)      84.90  (feet)  COMP
 AW4196  MODELED GRAV-     979,257.4   (mgal)                       NAVD 88
 AW4196
 AW4196  VERT ORDER  -  FIRST     CLASS II
 AW4196
 AW4196.The horizontal coordinates were scaled from a topographic map and have
 AW4196.an estimated accuracy of +/- 6 seconds.
 AW4196
 AW4196.The orthometric height was determined by differential leveling
 AW4196.and adjusted by the National Geodetic Survey in June 1991..
 AW4196
 AW4196.The geoid height was determined by GEOID03.
 AW4196
 AW4196.The dynamic height is computed by dividing the NAVD 88
 AW4196.geopotential number by the normal gravity value computed on the
 AW4196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4196.degrees latitude (g = 980.6199 gals.).
 AW4196
 AW4196.The modeled gravity was interpolated from observed gravity values.
 AW4196
 AW4196;                    North         East    Units  Estimated Accuracy
 AW4196;SPC TXSC     - 4,184,780.      908,520.      MT  (+/- 180 meters Scaled)
 AW4196
 AW4196                          SUPERSEDED SURVEY CONTROL
 AW4196
 AW4196  NGVD 29 (12/23/87)   25.910  (m)           85.01   (f) ADJUSTED    1 2
 AW4196
 AW4196.Superseded values are not recommended for survey control.
 AW4196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4196.See file dsdata.txt to determine how the superseded data were derived.
 AW4196
 AW4196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN266625(NAD 83)
 AW4196_MARKER: DB = BENCH MARK DISK
 AW4196_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4196_SP_SET: CULVERT HEADWALL
 AW4196_STAMPING: H 1219 1973
 AW4196_MARK LOGO: NGS   
 AW4196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4196+STABILITY: SURFACE MOTION
 AW4196
 AW4196  HISTORY     - Date     Condition        Report By
 AW4196  HISTORY     - 1973     MONUMENTED       NGS
 AW4196  HISTORY     - 1986     GOOD             NGS
 AW4196  HISTORY     - 1987     POOR             USPSQD
 AW4196  HISTORY     - 1988     GOOD             USPSQD
 AW4196  HISTORY     - 1988     POOR             USPSQD
 AW4196  HISTORY     - 1989     GOOD             USPSQD
 AW4196  HISTORY     - 19950108 POOR             USPSQD
 AW4196
 AW4196                          STATION DESCRIPTION
 AW4196
 AW4196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4196'4.85 MI N FROM NEEDVILLE.
 AW4196'4.85 MILES NORTH ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF FARM ROAD
 AW4196'360 AT NEEDVILLE, 0.05 MILE NORTH OF THE JUNCTION OF FARM ROAD 361, IN
 AW4196'THE TOP AND 2.7 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE
 AW4196'HEADWALL OF A CULVERT, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AW4196'AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4196
 AW4196                          STATION RECOVERY (1986)
 AW4196
 AW4196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4196'RECOVERED IN GOOD CONDITION.
 AW4196
 AW4196                          STATION RECOVERY (1987)
 AW4196
 AW4196'RECOVERY NOTE BY US POWER SQUADRON 1987 (PRH)
 AW4196'MARK RECOVERED IN POOR CONDITION.
 AW4196
 AW4196                          STATION RECOVERY (1988)
 AW4196
 AW4196'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4196'RECOVERED IN GOOD CONDITION.
 AW4196
 AW4196                          STATION RECOVERY (1988)
 AW4196
 AW4196'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4196'MARK RECOVERED IN POOR CONDITION.
 AW4196
 AW4196                          STATION RECOVERY (1989)
 AW4196
 AW4196'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4196'RECOVERED IN GOOD CONDITION.
 AW4196
 AW4196                          STATION RECOVERY (1995)
 AW4196
 AW4196'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4196'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2320 ***********************************************************************
 AX2320  DESIGNATION -  H 122
 AX2320  PID         -  AX2320
 AX2320  STATE/COUNTY-  TX/GUADALUPE
 AX2320  USGS QUAD   -  SEGUIN (1994)
 AX2320
 AX2320                         *CURRENT SURVEY CONTROL
 AX2320  ___________________________________________________________________
 AX2320* NAD 83(1986)-  29 34 25.     (N)    097 58 19.     (W)     SCALED    
 AX2320* NAVD 88     -       161.05   (+/-2cm)     528.4    (feet)  VERTCON   
 AX2320  ___________________________________________________________________
 AX2320  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX2320
 AX2320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2320
 AX2320.The horizontal coordinates were scaled from a topographic map and have
 AX2320.an estimated accuracy of +/- 6 seconds.
 AX2320
 AX2320.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2320.The vertical order pertains to the NGVD 29 superseded value.
 AX2320
 AX2320.The geoid height was determined by GEOID03.
 AX2320
 AX2320;                    North         East    Units  Estimated Accuracy
 AX2320;SPC TXSC     - 4,193,310.      699,600.      MT  (+/- 180 meters Scaled)
 AX2320
 AX2320                          SUPERSEDED SURVEY CONTROL
 AX2320
 AX2320  NGVD 29 (??/??/92)  160.974  (m)          528.13   (f) ADJ UNCH    2 0
 AX2320
 AX2320.Superseded values are not recommended for survey control.
 AX2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2320.See file dsdata.txt to determine how the superseded data were derived.
 AX2320
 AX2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT995719(NAD 83)
 AX2320_MARKER: DD = SURVEY DISK
 AX2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2320_SP_SET: CONCRETE POST
 AX2320_STAMPING: H 122 1924
 AX2320_MARK LOGO: USGS  
 AX2320_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2320+STABILITY: SURFACE MOTION
 AX2320
 AX2320  HISTORY     - Date     Condition        Report By
 AX2320  HISTORY     - 1924     MONUMENTED       USGS
 AX2320  HISTORY     - 1958     GOOD             DOD
 AX2320  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2320  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2320
 AX2320                          STATION DESCRIPTION
 AX2320
 AX2320'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AX2320'IN SEGUIN.
 AX2320'23 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 50 FEET NORTHEAST OF
 AX2320'THE INTERSECTING CENTERLINES OF THE STREETS, 40 FEET NORTH OF THE
 AX2320'CENTERLINE OF THE EAST-AND-WEST STREET, 32 FEET EAST OF THE CENTERLINE
 AX2320'OF THE NORTH-AND-SOUTH STREET, AND ABOUT 1 FOOT HIGHER THAN THE
 AX2320'STREET.  THE MARK PROJECTS 0.6 FOOT ABOVE THE GROUND. NOTE-- 1943 AT
 AX2320'SEGUIN, AT THE NORTHEAST CORNER OF THE INTERSECTION OF JONES AVENUE
 AX2320'AND DOLLE STREET.
 AX2320
 AX2320                          STATION RECOVERY (1988)
 AX2320
 AX2320'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2320'MARK NOT FOUND.
 AX2320
 AX2320                          STATION RECOVERY (1993)
 AX2320
 AX2320'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1612 ***********************************************************************
 AX1612  DESIGNATION -  H 122
 AX1612  PID         -  AX1612
 AX1612  STATE/COUNTY-  TX/LAVACA
 AX1612  USGS QUAD   -  YOAKUM (1987)
 AX1612
 AX1612                         *CURRENT SURVEY CONTROL
 AX1612  ___________________________________________________________________
 AX1612* NAD 83(1993)-  29 17 49.77624(N)    097 09 04.55647(W)     ADJUSTED  
 AX1612* NAVD 88     -       103.61   (+/-2cm)     339.9    (feet)  VERTCON   
 AX1612  ___________________________________________________________________
 AX1612  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AX1612  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1612
 AX1612  HORZ ORDER  -  SECOND
 AX1612  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1612
 AX1612.The horizontal coordinates were established by classical geodetic methods
 AX1612.and adjusted by the National Geodetic Survey in February 1996..
 AX1612
 AX1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1612.The vertical order pertains to the NGVD 29 superseded value.
 AX1612
 AX1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX1612
 AX1612.The geoid height was determined by GEOID03.
 AX1612
 AX1612;                    North         East     Units Scale Factor Converg.
 AX1612;SPC TXSC     - 4,163,650.127   779,589.007   MT  0.99986346   +0 54 20.6
 AX1612;SPC TXSC     -13,660,242.12  2,557,701.60   sFT  0.99986346   +0 54 20.6
 AX1612;UTM  14      - 3,242,327.052   679,565.520   MT  0.99999788   +0 54 17.6
 AX1612
 AX1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX1612!SPC TXSC     -   0.99998799  x   0.99986346  =   0.99985145
 AX1612!UTM  14      -   0.99998799  x   0.99999788  =   0.99998587
 AX1612
 AX1612                          SUPERSEDED SURVEY CONTROL
 AX1612
 AX1612  NAD 83(1986)-  29 17 49.78724(N)    097 09 04.54737(W) AD(       ) 2
 AX1612  NAD 27      -  29 17 48.89800(N)    097 09 03.59600(W) AD(       ) 2
 AX1612  NGVD 29 (??/??/92)  103.598  (m)          339.89   (f) ADJ UNCH    2 0
 AX1612
 AX1612.Superseded values are not recommended for survey control.
 AX1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1612.See file dsdata.txt to determine how the superseded data were derived.
 AX1612
 AX1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT7956642327(NAD 83)
 AX1612_MARKER: DB = BENCH MARK DISK
 AX1612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1612_SP_SET: FOUNDATION
 AX1612_STAMPING: H-122 1933
 AX1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1612
 AX1612  HISTORY     - Date     Condition        Report By
 AX1612  HISTORY     - 1933     MONUMENTED       CGS
 AX1612  HISTORY     - 1943     GOOD             CGS
 AX1612
 AX1612                          STATION DESCRIPTION
 AX1612
 AX1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1612'IN YOAKUM.
 AX1612'AT THE CITY WATER TOWER IN THE NORTHEAST CORNER OF THE CONCRETE BASE
 AX1612'FOR THE NORTH LEG.
 AX1612
 AX1612                          STATION RECOVERY (1943)
 AX1612
 AX1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX1612'THIS TRAVERSE STATION IS A BENCH MARK OF THE U.S.C. AND G.S.,
 AX1612'LOCATED ON THE CONCRETE BASE OF THE NORTH-NORTHWESTERLY LEG
 AX1612'OF THE MUNICIPAL WATER TANK IN THE CITY OF YOAKUM.  THE MARK IS
 AX1612'A U.S.C. AND G.S. B.M. STAMPED H 122 1933.  THE MARK WAS TIED
 AX1612'INTO STATION YOAKUM BY DISTANCE AND DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4135 ***********************************************************************
 AW4135  DESIGNATION -  H 1220
 AW4135  PID         -  AW4135
 AW4135  STATE/COUNTY-  TX/BRAZORIA
 AW4135  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4135
 AW4135                         *CURRENT SURVEY CONTROL
 AW4135  ___________________________________________________________________
 AW4135* NAD 83(1986)-  29 08 15.     (N)    095 39 10.     (W)     SCALED    
 AW4135* NAVD 88     -         9.34   (+/-2cm)      30.6    (feet)  VERTCON   
 AW4135  ___________________________________________________________________
 AW4135  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW4135
 AW4135  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4135
 AW4135.The horizontal coordinates were scaled from a topographic map and have
 AW4135.an estimated accuracy of +/- 6 seconds.
 AW4135
 AW4135.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4135.The vertical order pertains to the NGVD 29 superseded value.
 AW4135
 AW4135.The geoid height was determined by GEOID03.
 AW4135
 AW4135;                    North         East    Units  Estimated Accuracy
 AW4135;SPC TXSC     - 4,149,200.      925,630.      MT  (+/- 180 meters Scaled)
 AW4135
 AW4135                          SUPERSEDED SURVEY CONTROL
 AW4135
 AW4135  NGVD 29 (??/??/92)    9.354  (m)           30.69   (f) ADJ UNCH    2 0
 AW4135
 AW4135.Superseded values are not recommended for survey control.
 AW4135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4135.See file dsdata.txt to determine how the superseded data were derived.
 AW4135
 AW4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN419261(NAD 83)
 AW4135_MARKER: DB = BENCH MARK DISK
 AW4135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4135_SP_SET: CULVERT
 AW4135_STAMPING: H 1220 1973
 AW4135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4135
 AW4135  HISTORY     - Date     Condition        Report By
 AW4135  HISTORY     - 1973     MONUMENTED       NGS
 AW4135  HISTORY     - 1987     GOOD             USPSQD
 AW4135  HISTORY     - 1987     GOOD             USPSQD
 AW4135  HISTORY     - 1988     GOOD             USPSQD
 AW4135  HISTORY     - 1989     GOOD             USPSQD
 AW4135  HISTORY     - 19940416 GOOD             USPSQD
 AW4135
 AW4135                          STATION DESCRIPTION
 AW4135
 AW4135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4135'IN WEST COLUMBIA.
 AW4135'AT WEST COLUMBIA, 0.05 MILE SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE
 AW4135'JUNCTION OF STATE HIGHWAY 35, AT THE NORTH CORNER OF THE JUNCTION OF
 AW4135'STATE HIGHWAY 36 AND 16TH STREET, 26 FEET NORTHEAST OF THE CENTER LINE
 AW4135'OF THE NORTHEAST LANES OF THE HIGHWAY, IN THE TOP AND 0.6 FOOT
 AW4135'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 AW4135'DOUBLE PIPE CULVERT, 109 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW4135'STREET, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 AW4135
 AW4135                          STATION RECOVERY (1987)
 AW4135
 AW4135'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4135'RECOVERED IN GOOD CONDITION.
 AW4135
 AW4135                          STATION RECOVERY (1987)
 AW4135
 AW4135'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4135'RECOVERED IN GOOD CONDITION.
 AW4135
 AW4135                          STATION RECOVERY (1988)
 AW4135
 AW4135'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4135'RECOVERED IN GOOD CONDITION.
 AW4135
 AW4135                          STATION RECOVERY (1989)
 AW4135
 AW4135'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4135'RECOVERED IN GOOD CONDITION.
 AW4135
 AW4135                          STATION RECOVERY (1994)
 AW4135
 AW4135'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1038 ***********************************************************************
 AX1038  DESIGNATION -  H 1223
 AX1038  PID         -  AX1038
 AX1038  STATE/COUNTY-  TX/COLORADO
 AX1038  USGS QUAD   -  INDUSTRY (1981)
 AX1038
 AX1038                         *CURRENT SURVEY CONTROL
 AX1038  ___________________________________________________________________
 AX1038* NAD 83(1986)-  29 54 49.     (N)    096 34 40.     (W)     SCALED    
 AX1038* NAVD 88     -        87.531  (meters)     287.17   (feet)  ADJUSTED  
 AX1038  ___________________________________________________________________
 AX1038  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1038  DYNAMIC HT  -          87.411 (meters)     286.78  (feet)  COMP
 AX1038  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 AX1038  OBS GRAVITY -     979,272.6   (mgal)                       GRAV_OBS
 AX1038
 AX1038  VERT ORDER  -  FIRST     CLASS I
 AX1038
 AX1038.The horizontal coordinates were scaled from a topographic map and have
 AX1038.an estimated accuracy of +/- 6 seconds.
 AX1038
 AX1038.The orthometric height was determined by differential leveling
 AX1038.and adjusted by the National Geodetic Survey in June 1991..
 AX1038
 AX1038.The geoid height was determined by GEOID03.
 AX1038
 AX1038.The dynamic height is computed by dividing the NAVD 88
 AX1038.geopotential number by the normal gravity value computed on the
 AX1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1038.degrees latitude (g = 980.6199 gals.).
 AX1038
 AX1038.The modeled gravity was interpolated from observed gravity values.
 AX1038.The observed gravity was obtained from relative gravimeter ties
 AX1038.to the IGSN71 gravity network.
 AX1038
 AX1038;                    North         East    Units  Estimated Accuracy
 AX1038;SPC TXSC     - 4,232,980.      833,880.      MT  (+/- 180 meters Scaled)
 AX1038
 AX1038                          SUPERSEDED SURVEY CONTROL
 AX1038
 AX1038  NGVD 29 (12/23/87)   87.493  (m)          287.05   (f) ADJUSTED    1 1
 AX1038
 AX1038.Superseded values are not recommended for survey control.
 AX1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1038.See file dsdata.txt to determine how the superseded data were derived.
 AX1038
 AX1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU338116(NAD 83)
 AX1038_MARKER: DB = BENCH MARK DISK
 AX1038_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX1038_SP_SET: COPPER-CLAD STEEL ROD
 AX1038_STAMPING: H 1223 1973
 AX1038_MARK LOGO: NGS   
 AX1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1038+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1038
 AX1038  HISTORY     - Date     Condition        Report By
 AX1038  HISTORY     - 1973     MONUMENTED       NGS
 AX1038  HISTORY     - 1976     GOOD             NGS
 AX1038  HISTORY     - 1976     GOOD             NGS
 AX1038  HISTORY     - 1978     GOOD             NGS
 AX1038  HISTORY     - 1986     GOOD             NGS
 AX1038  HISTORY     - 20051106 GOOD             USPSQD
 AX1038
 AX1038                          STATION DESCRIPTION
 AX1038
 AX1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1038'5.85 MI W FROM NEW ULM.
 AX1038'5.85 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1038'CROSSING OF FARM ROAD 109 AT NEW ULM, AT THE CROSSING OF AN ASSPHALT
 AX1038'ROAD TO LONE OAK, 6 POLES NORTHWEST OF MILE POLE 1008, 201.0 FEET
 AX1038'SOUTHWEST OF THE SOUTHWEST RAIL AT THE CROSSDING OF THE ROAD, 27 FEET
 AX1038'WEST OF THE CENTER LINE OF THE ROAD, 155 FEET SOUTH OF A FENCE CORNER
 AX1038'1.5 FEET EAST OF A FENCE, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT 4
 AX1038'FEET LOWER THAN THE TRACK AND 1 FOOT LOWER THAN THE ROAD, A DISK ON
 AX1038'THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A
 AX1038'DEPTH OF 21 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 AX1038'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX1038
 AX1038                          STATION RECOVERY (1976)
 AX1038
 AX1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1038'RECOVERED IN GOOD CONDITION.
 AX1038
 AX1038                          STATION RECOVERY (1976)
 AX1038
 AX1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1038'RECOVERED IN GOOD CONDITION.
 AX1038
 AX1038                          STATION RECOVERY (1978)
 AX1038
 AX1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1038'RECOVERED IN GOOD CONDITION.
 AX1038
 AX1038                          STATION RECOVERY (1986)
 AX1038
 AX1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1038'RECOVERED IN GOOD CONDITION.
 AX1038
 AX1038                          STATION RECOVERY (2005)
 AX1038
 AX1038'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1038'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0448 ***********************************************************************
 BM0448  DESIGNATION -  H 1224
 BM0448  PID         -  BM0448
 BM0448  STATE/COUNTY-  TX/BASTROP
 BM0448  USGS QUAD   -  BASTROP (1982)
 BM0448
 BM0448                         *CURRENT SURVEY CONTROL
 BM0448  ___________________________________________________________________
 BM0448* NAD 83(1986)-  30 00 27.     (N)    097 15 17.     (W)     SCALED    
 BM0448* NAVD 88     -       102.090  (meters)     334.94   (feet)  ADJUSTED  
 BM0448  ___________________________________________________________________
 BM0448  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BM0448  DYNAMIC HT  -         101.952 (meters)     334.49  (feet)  COMP
 BM0448  MODELED GRAV-     979,295.1   (mgal)                       NAVD 88
 BM0448
 BM0448  VERT ORDER  -  FIRST     CLASS I
 BM0448
 BM0448.The horizontal coordinates were scaled from a topographic map and have
 BM0448.an estimated accuracy of +/- 6 seconds.
 BM0448
 BM0448.The orthometric height was determined by differential leveling
 BM0448.and adjusted by the National Geodetic Survey in June 1991..
 BM0448.WARNING-Repeat measurements at this control monument indicate possible
 BM0448.vertical movement.
 BM0448
 BM0448.The geoid height was determined by GEOID03.
 BM0448
 BM0448.The dynamic height is computed by dividing the NAVD 88
 BM0448.geopotential number by the normal gravity value computed on the
 BM0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0448.degrees latitude (g = 980.6199 gals.).
 BM0448
 BM0448.The modeled gravity was interpolated from observed gravity values.
 BM0448
 BM0448;                    North         East    Units  Estimated Accuracy
 BM0448;SPC TX C     - 3,041,900.      996,990.      MT  (+/- 180 meters Scaled)
 BM0448
 BM0448                          SUPERSEDED SURVEY CONTROL
 BM0448
 BM0448  NGVD 29 (??/??/92)  102.044  (m)          334.79   (f) ADJ UNCH    1 1
 BM0448
 BM0448.Superseded values are not recommended for survey control.
 BM0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0448.See file dsdata.txt to determine how the superseded data were derived.
 BM0448
 BM0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU683208(NAD 83)
 BM0448_MARKER: DB = BENCH MARK DISK
 BM0448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0448_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0448_STAMPING: H 1224 1973
 BM0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0448+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 BM0448
 BM0448  HISTORY     - Date     Condition        Report By
 BM0448  HISTORY     - 1973     MONUMENTED       NGS
 BM0448  HISTORY     - 1978     GOOD             NGS
 BM0448  HISTORY     - 20041113 GOOD             USPSQD
 BM0448
 BM0448                          STATION DESCRIPTION
 BM0448
 BM0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0448'6.2 MI NW FROM SMITHVILLE.
 BM0448'ABOUT 6.2 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0448'RAILROAD FROM THE CROSSING WITH STATE HIGHWAY 95 AT SMITHVILLE, 48.5
 BM0448'FEET WEST OF THE 5TH POLE AND NORTHWEST OF MILEPOST, WHICH IS 1805,
 BM0448'201 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF A GRAVELED ROAD,
 BM0448'77.7 SOUTHWEST OF THE SOUTHWEST TRACK, 45.0 FEET SOUTHEAST OF A VERY
 BM0448'LARGE 4-FORDED TREE, 19.5 FEET SOUTHWEST OF THE CENTER LINE OF A
 BM0448'GRAVELED ROAD, 1.8 FEET NORTHEAST OF A FENCE, 0.75 MILES NORTHWEST OF
 BM0448'BM M 1224, 0.3 FEET SOUTHWEST OF A METAL WITNESS POST WHICH WAS ABOUT
 BM0448'LEVEL WITH THE GRAVELED ROAD, ABOUT 6.0 FEET BELOW THE LEVEL OF THE
 BM0448'TRACK AND IS A DISK ON TOP OF A 4-FOOT LENGTH OF COPPER COATED STEEL
 BM0448'ROD PROJECTING 3-IN AND FASTENED TO A BASE PLATE.  THE MARK IS
 BM0448'PROTECTED BY A 6-IN. IRON PIPE WHICH PROJECTS 1-IN.
 BM0448
 BM0448                          STATION RECOVERY (1978)
 BM0448
 BM0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0448'RECOVERED IN GOOD CONDITION.
 BM0448
 BM0448                          STATION RECOVERY (2004)
 BM0448
 BM0448'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGG)
 BM0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0537 ***********************************************************************
 BM0537  DESIGNATION -  H 1225
 BM0537  PID         -  BM0537
 BM0537  STATE/COUNTY-  TX/BASTROP
 BM0537  USGS QUAD   -  UTLEY (1982)
 BM0537
 BM0537                         *CURRENT SURVEY CONTROL
 BM0537  ___________________________________________________________________
 BM0537* NAD 83(1986)-  30 09 23.     (N)    097 29 48.     (W)     SCALED    
 BM0537* NAVD 88     -       136.909  (meters)     449.18   (feet)  ADJUSTED  
 BM0537  ___________________________________________________________________
 BM0537  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BM0537  DYNAMIC HT  -         136.723 (meters)     448.57  (feet)  COMP
 BM0537  MODELED GRAV-     979,281.0   (mgal)                       NAVD 88
 BM0537
 BM0537  VERT ORDER  -  FIRST     CLASS I
 BM0537
 BM0537.The horizontal coordinates were scaled from a topographic map and have
 BM0537.an estimated accuracy of +/- 6 seconds.
 BM0537
 BM0537.The orthometric height was determined by differential leveling
 BM0537.and adjusted by the National Geodetic Survey in June 1991..
 BM0537
 BM0537.The geoid height was determined by GEOID03.
 BM0537
 BM0537.The dynamic height is computed by dividing the NAVD 88
 BM0537.geopotential number by the normal gravity value computed on the
 BM0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0537.degrees latitude (g = 980.6199 gals.).
 BM0537
 BM0537.The modeled gravity was interpolated from observed gravity values.
 BM0537
 BM0537;                    North         East    Units  Estimated Accuracy
 BM0537;SPC TX C     - 3,057,770.      973,240.      MT  (+/- 180 meters Scaled)
 BM0537
 BM0537                          SUPERSEDED SURVEY CONTROL
 BM0537
 BM0537  NGVD 29 (??/??/92)  136.837  (m)          448.94   (f) ADJ UNCH    1 1
 BM0537
 BM0537.Superseded values are not recommended for survey control.
 BM0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0537.See file dsdata.txt to determine how the superseded data were derived.
 BM0537
 BM0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU447370(NAD 83)
 BM0537_MARKER: DB = BENCH MARK DISK
 BM0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0537_SP_SET: RETAINING WALL
 BM0537_STAMPING: H 1225 1973
 BM0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0537
 BM0537  HISTORY     - Date     Condition        Report By
 BM0537  HISTORY     - 1973     MONUMENTED       NGS
 BM0537  HISTORY     - 1978     GOOD             NGS
 BM0537  HISTORY     - 1989     GOOD             USPSQD
 BM0537  HISTORY     - 1989     GOOD             USPSQD
 BM0537  HISTORY     - 1991     GOOD             USPSQD
 BM0537  HISTORY     - 19951226 GOOD             USPSQD
 BM0537  HISTORY     - 19990522 GOOD             USPSQD
 BM0537
 BM0537                          STATION DESCRIPTION
 BM0537
 BM0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0537'4.45 MI SE FROM GARFIELD.
 BM0537'ABOUT 4.45 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0537'STATION AND STORE AT GARFIELD AT A CONCRETE HIGHWAY BRIDGE OVER RED
 BM0537'GULLY CREEK, 25.8 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST
 BM0537'LAND OF THE HIGHWAY, SET IN TOP OF THE SOUTHEAST END OF A RETAINING
 BM0537'WALL EXTENDING SOUTH EASTERLY FROM THE NORTHEAST END OF THE SOUTHEAST
 BM0537'CONCRETE ABUTMENT, 0.5 FEET SOUTHWEST OF A STEEL GUARD RAIL, 0.8 MILES
 BM0537'SOUTHEAST OF THE BENCH MARK G 1225, AND ABOUT LEVEL WITH THE HIGHWAY.
 BM0537
 BM0537                          STATION RECOVERY (1978)
 BM0537
 BM0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0537'RECOVERED IN GOOD CONDITION.
 BM0537
 BM0537                          STATION RECOVERY (1989)
 BM0537
 BM0537'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0537'RECOVERED IN GOOD CONDITION.
 BM0537
 BM0537                          STATION RECOVERY (1989)
 BM0537
 BM0537'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0537'RECOVERED IN GOOD CONDITION.
 BM0537
 BM0537                          STATION RECOVERY (1991)
 BM0537
 BM0537'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0537'RECOVERED IN GOOD CONDITION.
 BM0537
 BM0537                          STATION RECOVERY (1995)
 BM0537
 BM0537'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0537'RECOVERED IN GOOD CONDITION.
 BM0537
 BM0537                          STATION RECOVERY (1999)
 BM0537
 BM0537'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2453 ***********************************************************************
 AX2453  DESIGNATION -  H 1226
 AX2453  PID         -  AX2453
 AX2453  STATE/COUNTY-  TX/WALLER
 AX2453  USGS QUAD   -  SAN FELIPE (1980)
 AX2453
 AX2453                         *CURRENT SURVEY CONTROL
 AX2453  ___________________________________________________________________
 AX2453* NAD 83(1986)-  29 46 43.     (N)    096 00 28.     (W)     SCALED    
 AX2453* NAVD 88     -        37.63   (+/-2cm)     123.5    (feet)  VERTCON   
 AX2453  ___________________________________________________________________
 AX2453  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX2453  OBS GRAVITY -     979,269.9   (mgal)                       GRAV_OBS
 AX2453
 AX2453  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2453
 AX2453.The horizontal coordinates were scaled from a topographic map and have
 AX2453.an estimated accuracy of +/- 6 seconds.
 AX2453
 AX2453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2453.The vertical order pertains to the NGVD 29 superseded value.
 AX2453
 AX2453.The geoid height was determined by GEOID03.
 AX2453.The observed gravity was obtained from relative gravimeter ties
 AX2453.to the IGSN71 gravity network.
 AX2453
 AX2453;                    North         East    Units  Estimated Accuracy
 AX2453;SPC TXSC     - 4,219,290.      889,290.      MT  (+/- 180 meters Scaled)
 AX2453
 AX2453                          SUPERSEDED SURVEY CONTROL
 AX2453
 AX2453  NGVD 29 (??/??/92)   37.618  (m)          123.42   (f) ADJ UNCH    1 1
 AX2453
 AX2453.Superseded values are not recommended for survey control.
 AX2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2453.See file dsdata.txt to determine how the superseded data were derived.
 AX2453
 AX2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT892980(NAD 83)
 AX2453_MARKER: DB = BENCH MARK DISK
 AX2453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2453_SP_SET: ABUTMENT RAILROAD BRIDGE
 AX2453_STAMPING: H 1226 1976
 AX2453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2453
 AX2453  HISTORY     - Date     Condition        Report By
 AX2453  HISTORY     - 1976     MONUMENTED       NGS
 AX2453  HISTORY     - 19921107 MARK NOT FOUND   USPSQD
 AX2453  HISTORY     - 19990718 MARK NOT FOUND   USPSQD
 AX2453  HISTORY     - 20041012 MARK NOT FOUND   USPSQD
 AX2453
 AX2453                          STATION DESCRIPTION
 AX2453
 AX2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AX2453'3.25 MI WEST FROM BROOKSHIRE.
 AX2453'3.25 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2453'STATION IN BROOKSHIRE, SET IN THE SOUTH ABUTMENT OF THE WEST END OF
 AX2453'RAILROAD BRIDGE NO. 1044.5, 62 FEET NORTH OF THE CENTER LINE OF
 AX2453'FRONTAGE ROAD OF INTERSTATE 10, 8 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT
 AX2453'NORTH OF THE SOUTH END OF THE ABUTMENT.  BRIDGE IS DATED 1930.
 AX2453
 AX2453                          STATION RECOVERY (1992)
 AX2453
 AX2453'RECOVERY NOTE BY US POWER SQUADRON 1992
 AX2453'MARK NOT FOUND.
 AX2453
 AX2453                          STATION RECOVERY (1999)
 AX2453
 AX2453'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2453'MARK NOT FOUND.
 AX2453
 AX2453                          STATION RECOVERY (2004)
 AX2453
 AX2453'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX2453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1720 ***********************************************************************
 AW1720  DESIGNATION -  H 1227
 AW1720  PID         -  AW1720
 AW1720  STATE/COUNTY-  TX/HARRIS
 AW1720  USGS QUAD   -  PASADENA (1995)
 AW1720
 AW1720                         *CURRENT SURVEY CONTROL
 AW1720  ___________________________________________________________________
 AW1720* NAD 83(1986)-  29 42 38.     (N)    095 09 31.     (W)     SCALED    
 AW1720* NAVD 88     -         8.42   (+/-2cm)      27.6    (feet)  VERTCON   
 AW1720  ___________________________________________________________________
 AW1720  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1720
 AW1720  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1720
 AW1720.The horizontal coordinates were scaled from a topographic map and have
 AW1720.an estimated accuracy of +/- 6 seconds.
 AW1720
 AW1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1720.The vertical order pertains to the NGVD 29 superseded value.
 AW1720
 AW1720.The geoid height was determined by GEOID03.
 AW1720
 AW1720;                    North         East    Units  Estimated Accuracy
 AW1720;SPC TXSC     - 4,214,150.      971,600.      MT  (+/- 180 meters Scaled)
 AW1720
 AW1720                          SUPERSEDED SURVEY CONTROL
 AW1720
 AW1720  NGVD 29 (??/??/??)    8.420  (m)           27.62   (f) ADJUSTED    1 1
 AW1720
 AW1720.Superseded values are not recommended for survey control.
 AW1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1720.See file dsdata.txt to determine how the superseded data were derived.
 AW1720
 AW1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN911886(NAD 83)
 AW1720_MARKER: DB = BENCH MARK DISK
 AW1720_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1720_SP_SET: COPPER-CLAD STEEL ROD
 AW1720_STAMPING: H 1227 1976
 AW1720_MARK LOGO: NGS   
 AW1720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1720+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1720
 AW1720  HISTORY     - Date     Condition        Report By
 AW1720  HISTORY     - 1976     MONUMENTED       NGS
 AW1720  HISTORY     - 1978     GOOD             NGS
 AW1720  HISTORY     - 1983     GOOD             NGS
 AW1720  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1720  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1720  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1720  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1720  HISTORY     - 19981017 GOOD             USPSQD
 AW1720  HISTORY     - 20040505 GOOD             USPSQD
 AW1720  HISTORY     - 20050705 GOOD             USPSQD
 AW1720
 AW1720                          STATION DESCRIPTION
 AW1720
 AW1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1720'3.1 MI WEST FROM DEER PARK.
 AW1720'ABOUT 0.85 MILE NORTH ALONG CENTER STREET FROM THE CITY HALL AT DEER
 AW1720'PARK, THENCE 2.15 MI WEST ALONG STATE HIGHWAY 225 TO PASADENA DISPOSAL
 AW1720'AND DOG POUND, THENCE 0.1 MILE SOUTH ALONG GRAVEL ROAD AND INSIDE THE
 AW1720'DISPOSAL PLANT, ABOUT 175 FEET WEST OF MONTIORING SITE PASADENA 2831,
 AW1720'29 FEET SE OF THE SE CORNER OF A STORAGE SHED OF AN OFFICE BUILDING, 9
 AW1720'FEET EAST OF A POWER POLE, 3 FEET NORTH OF A CHAIN LINK FENCE.  ROD
 AW1720'WAS DRIVEN TO GRADUAL REFUSAL.  THIS AREA TO BE PAVED BUT
 AW1720'BENCH MARK WILL BE PROTECTED.
 AW1720
 AW1720                          STATION RECOVERY (1978)
 AW1720
 AW1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1720'RECOVERED IN GOOD CONDITION.
 AW1720
 AW1720                          STATION RECOVERY (1983)
 AW1720
 AW1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1720'RECOVERED IN GOOD CONDITION.
 AW1720
 AW1720                          STATION RECOVERY (1986)
 AW1720
 AW1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1720'NOT RECOVERED, NO EVIDENCE OF THE MARK WAS FOUND.
 AW1720
 AW1720                          STATION RECOVERY (1989)
 AW1720
 AW1720'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1720'MARK NOT FOUND.
 AW1720
 AW1720                          STATION RECOVERY (1990)
 AW1720
 AW1720'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1720'MARK NOT FOUND.
 AW1720
 AW1720                          STATION RECOVERY (1990)
 AW1720
 AW1720'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1720'MARK NOT FOUND.
 AW1720
 AW1720                          STATION RECOVERY (1998)
 AW1720
 AW1720'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1720'RECOVERED IN GOOD CONDITION.
 AW1720
 AW1720                          STATION RECOVERY (2004)
 AW1720
 AW1720'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1720'RECOVERED IN GOOD CONDITION.
 AW1720
 AW1720                          STATION RECOVERY (2005)
 AW1720
 AW1720'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2403 ***********************************************************************
 AX2403  DESIGNATION -  H 123
 AX2403  PID         -  AX2403
 AX2403  STATE/COUNTY-  TX/GUADALUPE
 AX2403  USGS QUAD   -  SEGUIN (1994)
 AX2403
 AX2403                         *CURRENT SURVEY CONTROL
 AX2403  ___________________________________________________________________
 AX2403* NAD 83(1986)-  29 32 21.     (N)    097 58 14.     (W)     SCALED    
 AX2403* NAVD 88     -       171.12   (+/-2cm)     561.4    (feet)  VERTCON   
 AX2403  ___________________________________________________________________
 AX2403  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2403
 AX2403  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2403
 AX2403.The horizontal coordinates were scaled from a topographic map and have
 AX2403.an estimated accuracy of +/- 6 seconds.
 AX2403
 AX2403.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2403.The vertical order pertains to the NGVD 29 superseded value.
 AX2403
 AX2403.The geoid height was determined by GEOID03.
 AX2403
 AX2403;                    North         East    Units  Estimated Accuracy
 AX2403;SPC TXSC     - 4,189,490.      699,770.      MT  (+/- 180 meters Scaled)
 AX2403
 AX2403                          SUPERSEDED SURVEY CONTROL
 AX2403
 AX2403  NGVD 29 (??/??/92)  171.049  (m)          561.18   (f) ADJ UNCH    2 0
 AX2403
 AX2403.Superseded values are not recommended for survey control.
 AX2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2403.See file dsdata.txt to determine how the superseded data were derived.
 AX2403
 AX2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT997681(NAD 83)
 AX2403_MARKER: DB = BENCH MARK DISK
 AX2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2403_STAMPING: H 123 1924 PRIM TRAV STA NO 11L8 1925 TEXAS H 36
 AX2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2403+STABILITY: SURFACE MOTION
 AX2403
 AX2403  HISTORY     - Date     Condition        Report By
 AX2403  HISTORY     - 1925     MONUMENTED       CGS
 AX2403  HISTORY     - 1964     GOOD             USGS
 AX2403  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2403  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2403  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2403
 AX2403                          STATION DESCRIPTION
 AX2403
 AX2403'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX2403'2.4 MI S FROM SEGUIN.
 AX2403'2.4 MI. S. OF SEGUIN COURT HOUSE AT JCT. OF FARM-MARKET RD NO. 467 AND
 AX2403'RDS N., S., AND W. 127 FT S. OF RD JCT., 83 FT. SSE OF GAS METER N.
 AX2403'END OF CHAIN LINK FE., 62 FT. N. OF CENTER OF GATE, AND 14 FT E. OF
 AX2403'GRAVEL RD., IN CONCRETE POST, A STANDARD TABLET, STAMPED H123 1924
 AX2403'PRIM TRAV STA NO 11L8 1925 TEXAS H 36.
 AX2403
 AX2403                          STATION RECOVERY (1993)
 AX2403
 AX2403'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2403'MARK NOT FOUND.
 AX2403
 AX2403                          STATION RECOVERY (1993)
 AX2403
 AX2403'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2403'MARK NOT FOUND.
 AX2403
 AX2403                          STATION RECOVERY (1999)
 AX2403
 AX2403'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1183 ***********************************************************************
 AN1183  DESIGNATION -  H 123
 AN1183  PID         -  AN1183
 AN1183  STATE/COUNTY-  TX/VICTORIA
 AN1183  USGS QUAD   -  NURSERY (1987)
 AN1183
 AN1183                         *CURRENT SURVEY CONTROL
 AN1183  ___________________________________________________________________
 AN1183* NAD 83(1986)-  28 54 43.     (N)    097 05 10.     (W)     SCALED    
 AN1183* NAVD 88     -        37.89   (+/-2cm)     124.3    (feet)  VERTCON   
 AN1183  ___________________________________________________________________
 AN1183  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN1183
 AN1183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1183
 AN1183.The horizontal coordinates were scaled from a topographic map and have
 AN1183.an estimated accuracy of +/- 6 seconds.
 AN1183
 AN1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1183.The vertical order pertains to the NGVD 29 superseded value.
 AN1183
 AN1183.The geoid height was determined by GEOID03.
 AN1183
 AN1183;                    North         East    Units  Estimated Accuracy
 AN1183;SPC TXSC     - 4,121,070.      786,620.      MT  (+/- 180 meters Scaled)
 AN1183
 AN1183                          SUPERSEDED SURVEY CONTROL
 AN1183
 AN1183  NGVD 29 (??/??/92)   37.939  (m)          124.47   (f) ADJ UNCH    2 0
 AN1183
 AN1183.Superseded values are not recommended for survey control.
 AN1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1183.See file dsdata.txt to determine how the superseded data were derived.
 AN1183
 AN1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS865997(NAD 83)
 AN1183_MARKER: DB = BENCH MARK DISK
 AN1183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1183_SP_SET: ABUTMENT
 AN1183_STAMPING: H-123 1933
 AN1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1183
 AN1183  HISTORY     - Date     Condition        Report By
 AN1183  HISTORY     - 1933     MONUMENTED       CGS
 AN1183
 AN1183                          STATION DESCRIPTION
 AN1183
 AN1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1183'9.9 MI N FROM VICTORIA.
 AN1183'ALONG THE TEXAS AND NEW ORLEANS R.R. 1.2 MILES NORTH OF CRAIG AND 20
 AN1183'POLES NORTH OF M.P. 36 IN THE EAST END OF THE SOUTH ABUTMENT OF
 AN1183'HIGHWAY BRIDGE OPPOSITE R.R. TRESTLE NO. 36 C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0713 ***********************************************************************
 CD0713  DESIGNATION -  H 1235
 CD0713  PID         -  CD0713
 CD0713  STATE/COUNTY-  TX/CULBERSON
 CD0713  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0713
 CD0713                         *CURRENT SURVEY CONTROL
 CD0713  ___________________________________________________________________
 CD0713* NAD 83(1986)-  31 57 36.     (N)    104 40 49.     (W)     SCALED    
 CD0713* NAVD 88     -      1423.443  (meters)    4670.08   (feet)  ADJUSTED  
 CD0713  ___________________________________________________________________
 CD0713  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CD0713  DYNAMIC HT  -        1421.251 (meters)    4662.89  (feet)  COMP
 CD0713  MODELED GRAV-     979,049.2   (mgal)                       NAVD 88
 CD0713
 CD0713  VERT ORDER  -  FIRST     CLASS I
 CD0713
 CD0713.The horizontal coordinates were scaled from a topographic map and have
 CD0713.an estimated accuracy of +/- 6 seconds.
 CD0713
 CD0713.The orthometric height was determined by differential leveling
 CD0713.and adjusted by the National Geodetic Survey in June 1991..
 CD0713
 CD0713.The geoid height was determined by GEOID03.
 CD0713
 CD0713.The dynamic height is computed by dividing the NAVD 88
 CD0713.geopotential number by the normal gravity value computed on the
 CD0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0713.degrees latitude (g = 980.6199 gals.).
 CD0713
 CD0713.The modeled gravity was interpolated from observed gravity values.
 CD0713
 CD0713;                    North         East    Units  Estimated Accuracy
 CD0713;SPC TX C     - 3,262,270.      289,160.      MT  (+/- 180 meters Scaled)
 CD0713
 CD0713                          SUPERSEDED SURVEY CONTROL
 CD0713
 CD0713  NGVD 29 (??/??/92) 1422.849  (m)         4668.13   (f) ADJ UNCH    1 1
 CD0713
 CD0713.Superseded values are not recommended for survey control.
 CD0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0713.See file dsdata.txt to determine how the superseded data were derived.
 CD0713
 CD0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER302360(NAD 83)
 CD0713_MARKER: DB = BENCH MARK DISK
 CD0713_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0713_SP_SET: 24 FT.
 CD0713_STAMPING: H 1235 1977
 CD0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0713
 CD0713  HISTORY     - Date     Condition        Report By
 CD0713  HISTORY     - 1977     MONUMENTED       NGS
 CD0713  HISTORY     - 19970915 GOOD             USPSQD
 CD0713
 CD0713                          STATION DESCRIPTION
 CD0713
 CD0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0713'9.7 MI NE FROM PINE SPRINGS.
 CD0713'9.7 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0713'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 8.85 MILES
 CD0713'SOUTHWEST OF THE TEXAS-NEW MEXICO STATE LINE, AT A REST AREA,
 CD0713'181 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 91 FT.
 CD0713'SOUTHEAST OF THE SOUTHEAST CURB FOR THE REST AREA DRIVE,
 CD0713'3.5 FT. SOUTHWEST OF A STEEL WIRE MESH FENCE SURROUNDING
 CD0713'A BRICK WELL HOUSE FOR THE REST AREA, 2 FT. NORTHEAST OF A
 CD0713'POWER LINE POLE WITH A TRANSFORMER AND GUY WIRE, 3.5 FT.
 CD0713'NORTHEAST OF A NORTHEAST-SOUTHWEST FENCE LINE.  DISK IS FLUSH
 CD0713'WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CD0713'PLASTIC SCREW CAP.
 CD0713
 CD0713                          STATION RECOVERY (1997)
 CD0713
 CD0713'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0741 ***********************************************************************
 CD0741  DESIGNATION -  H 1236
 CD0741  PID         -  CD0741
 CD0741  STATE/COUNTY-  TX/HUDSPETH
 CD0741  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0741
 CD0741                         *CURRENT SURVEY CONTROL
 CD0741  ___________________________________________________________________
 CD0741* NAD 83(1986)-  31 44 21.     (N)    105 08 06.     (W)     SCALED    
 CD0741* NAVD 88     -      1147.297  (meters)    3764.09   (feet)  ADJUSTED  
 CD0741  ___________________________________________________________________
 CD0741  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0741  DYNAMIC HT  -        1145.596 (meters)    3758.51  (feet)  COMP
 CD0741  MODELED GRAV-     979,118.1   (mgal)                       NAVD 88
 CD0741
 CD0741  VERT ORDER  -  FIRST     CLASS I
 CD0741
 CD0741.The horizontal coordinates were scaled from a topographic map and have
 CD0741.an estimated accuracy of +/- 6 seconds.
 CD0741
 CD0741.The orthometric height was determined by differential leveling
 CD0741.and adjusted by the National Geodetic Survey in June 1991..
 CD0741
 CD0741.The geoid height was determined by GEOID03.
 CD0741
 CD0741.The dynamic height is computed by dividing the NAVD 88
 CD0741.geopotential number by the normal gravity value computed on the
 CD0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0741.degrees latitude (g = 980.6199 gals.).
 CD0741
 CD0741.The modeled gravity was interpolated from observed gravity values.
 CD0741
 CD0741;                    North         East    Units  Estimated Accuracy
 CD0741;SPC TX C     - 3,239,570.      245,150.      MT  (+/- 180 meters Scaled)
 CD0741
 CD0741                          SUPERSEDED SURVEY CONTROL
 CD0741
 CD0741  NGVD 29 (??/??/92) 1146.792  (m)         3762.43   (f) ADJ UNCH    1 1
 CD0741
 CD0741.Superseded values are not recommended for survey control.
 CD0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0741.See file dsdata.txt to determine how the superseded data were derived.
 CD0741
 CD0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR872115(NAD 83)
 CD0741_MARKER: DB = BENCH MARK DISK
 CD0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0741_SP_SET: HEADWALL
 CD0741_STAMPING: H 1236 1977
 CD0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0741
 CD0741  HISTORY     - Date     Condition        Report By
 CD0741  HISTORY     - 1977     MONUMENTED       NGS
 CD0741
 CD0741                          STATION DESCRIPTION
 CD0741
 CD0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0741'26.7 MI SW FROM PINE SPRINGS.
 CD0741'26.7 MILES SOUTHWEST ALONG U.S.HIGHWAYS 62 AND 180 FROM THE STATE
 CD0741'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 4.0 MILES EAST OF THE
 CD0741'JUNCTION OF FARM ROAD 1437, 0.4 MILE WEST OF A PAVED ROAD LEADING
 CD0741'NORTH, SET IN TOP AND 0.5 FT. EAST OF THE WEST END OF THE NORTH
 CD0741'CONCRETE HEADWALL FOR FIVE CONCRETE BOX CULVERTS UNDER THE
 CD0741'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0455 ***********************************************************************
 AW0455  DESIGNATION -  H 1237
 AW0455  PID         -  AW0455
 AW0455  STATE/COUNTY-  TX/GALVESTON
 AW0455  USGS QUAD   -  GALVESTON (1994)
 AW0455
 AW0455                         *CURRENT SURVEY CONTROL
 AW0455  ___________________________________________________________________
 AW0455* NAD 83(1986)-  29 17 19.     (N)    094 50 15.     (W)     SCALED    
 AW0455* NAVD 88     -         2.989  (meters)       9.81   (feet)  ADJUSTED  
 AW0455  ___________________________________________________________________
 AW0455  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0455  DYNAMIC HT  -           2.984 (meters)       9.79  (feet)  COMP
 AW0455  MODELED GRAV-     979,261.0   (mgal)                       NAVD 88
 AW0455
 AW0455  VERT ORDER  -  FIRST     CLASS II
 AW0455
 AW0455.The horizontal coordinates were scaled from a topographic map and have
 AW0455.an estimated accuracy of +/- 6 seconds.
 AW0455
 AW0455.The orthometric height was determined by differential leveling
 AW0455.and adjusted by the National Geodetic Survey in March 1997..
 AW0455
 AW0455.The geoid height was determined by GEOID03.
 AW0455
 AW0455.The dynamic height is computed by dividing the NAVD 88
 AW0455.geopotential number by the normal gravity value computed on the
 AW0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0455.degrees latitude (g = 980.6199 gals.).
 AW0455
 AW0455.The modeled gravity was interpolated from observed gravity values.
 AW0455
 AW0455;                    North         East    Units  Estimated Accuracy
 AW0455;SPC TXSC     - 4,168,480.    1,004,320.      MT  (+/- 180 meters Scaled)
 AW0455
 AW0455                          SUPERSEDED SURVEY CONTROL
 AW0455
 AW0455  NAVD 88 (06/15/91)    3.043  (m)            9.98   (f) UNKNOWN     1 1
 AW0455  NGVD 29 (12/23/87)    3.040  (m)            9.97   (f) ADJUSTED    1 1
 AW0455
 AW0455.Superseded values are not recommended for survey control.
 AW0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0455.See file dsdata.txt to determine how the superseded data were derived.
 AW0455
 AW0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN215413(NAD 83)
 AW0455_MARKER: DV = VERTICAL CONTROL DISK
 AW0455_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0455_SP_SET: PILLAR
 AW0455_STAMPING: H 1237 1978
 AW0455_MARK LOGO: NGS   
 AW0455_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0455+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0455
 AW0455  HISTORY     - Date     Condition        Report By
 AW0455  HISTORY     - 1978     MONUMENTED       NGS
 AW0455  HISTORY     - 1983     GOOD             NGS
 AW0455  HISTORY     - 1987     GOOD             NGS
 AW0455  HISTORY     - 1988     GOOD             USPSQD
 AW0455  HISTORY     - 1989     GOOD             USPSQD
 AW0455  HISTORY     - 1989     GOOD             USPSQD
 AW0455  HISTORY     - 1989     GOOD             USPSQD
 AW0455  HISTORY     - 1989     GOOD             USPSQD
 AW0455  HISTORY     - 1990     GOOD             USPSQD
 AW0455  HISTORY     - 1990     GOOD             USPSQD
 AW0455  HISTORY     - 19940915 GOOD             USPSQD
 AW0455  HISTORY     - 19961205 GOOD             NGS
 AW0455  HISTORY     - 20031205 GOOD             USPSQD
 AW0455  HISTORY     - 20041208 GOOD             USPSQD
 AW0455  HISTORY     - 20051209 GOOD             USPSQD
 AW0455
 AW0455                          STATION DESCRIPTION
 AW0455
 AW0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0455'IN GALVESTON.
 AW0455'AT THE JUNCTION OF BROADWAY AND 61 STREET,  SET VERTICALLY IN THE
 AW0455'WEST FACE OF THE SOUTH WEST CONCRETE PILLAR WHICH SUPPORTS
 AW0455'INTERSTATE 45 OVERPASS, 63 FEET NORTH OF CENTERLINE OF THE ONE-WAY
 AW0455'SOUTH BOUND LANES OF BROADWAY, 102 FEET WEST OF THE CENTERLINE
 AW0455'OF 61 STREET, 66 FEET NORTH WEST OF A (GALVESTON ISLAND STATE PARK
 AW0455'11 MILES) SIGN, 16 FEET NORTH EAST OF THE NORTH EAST END OF THE
 AW0455'WESTERN MOST OF 2 CONCRETE RETAINING WALLS.
 AW0455
 AW0455                          STATION RECOVERY (1983)
 AW0455
 AW0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0455'RECOVERED IN GOOD CONDITION.
 AW0455
 AW0455                          STATION RECOVERY (1987)
 AW0455
 AW0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0455'RECOVERED IN GOOD CONDITION.
 AW0455
 AW0455                          STATION RECOVERY (1988)
 AW0455
 AW0455'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0455'RECOVERED IN GOOD CONDITION.
 AW0455
 AW0455                          STATION RECOVERY (1989)
 AW0455
 AW0455'RECOVERY NOTE BY US POWER SQUADRON 1989 (TNC)
 AW0455'RECOVERED IN GOOD CONDITION.
 AW0455
 AW0455                          STATION RECOVERY (1989)
 AW0455
 AW0455'RECOVERY NOTE BY US POWER SQUADRON 1989 (MCM)
 AW0455'RECOVERED IN GOOD CONDITION.
 AW0455
 AW0455                          STATION RECOVERY (1989)
 AW0455
 AW0455'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0455'RECOVERED IN GOOD CONDITION.
 AW0455
 AW0455                          STATION RECOVERY (1989)
 AW0455
 AW0455'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0455'RECOVERED IN GOOD CONDITION.
 AW0455
 AW0455                          STATION RECOVERY (1990)
 AW0455
 AW0455'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW0455'RECOVERED IN GOOD CONDITION.
 AW0455
 AW0455                          STATION RECOVERY (1990)
 AW0455
 AW0455'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0455'RECOVERED IN GOOD CONDITION.
 AW0455
 AW0455                          STATION RECOVERY (1994)
 AW0455
 AW0455'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0455'RECOVERED IN GOOD CONDITION.
 AW0455
 AW0455                          STATION RECOVERY (1996)
 AW0455
 AW0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0455'IN GALVESTON, AT THE INTERSECTION OF BROADWAY AND 61TH STREET, SET
 AW0455'VERTICALLY IN THE WEST FACE OF THE SOUTH CONCRETE COLUMN OF THE 1ST
 AW0455'PIER EAST OF THE WEST ABUTMENT OF THE BROADWAY OVERPASS OF THE STREET,
 AW0455'31.1 M (102.0 FT) WEST OF THE STREET CENTER, 19.5 M (64.0 FT) SOUTH OF
 AW0455'THE CENTER OF BROADWAY, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE
 AW0455'STREET.
 AW0455
 AW0455                          STATION RECOVERY (2003)
 AW0455
 AW0455'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0455'THE LA AND LOG ON THE DESCRIPTION IS WRONG.  N 29 17 19 W 095 50 15
 AW0455'PLACES IT UNDER THE NORTH BOUND SIDE OF THE FREEWAY.
 AW0455' 
 AW0455'THE CORRECT NUMBERS SHOULD BE N 29 17.299  W 094 50.298.  THIS WILL
 AW0455'PUT IT IN THE CORRECT PLACE FOR FUTURE OBSERVERS.
 AW0455
 AW0455                          STATION RECOVERY (2004)
 AW0455
 AW0455'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0455'RECOVERED IN GOOD CONDITION.
 AW0455
 AW0455                          STATION RECOVERY (2005)
 AW0455
 AW0455'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0455'RECOVERED AS DESCRIBED. ORANGE PAING AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1622 ***********************************************************************
 AW1622  DESIGNATION -  H 1241
 AW1622  PID         -  AW1622
 AW1622  STATE/COUNTY-  TX/GALVESTON
 AW1622  USGS QUAD   -  TEXAS CITY (1994)
 AW1622
 AW1622                         *CURRENT SURVEY CONTROL
 AW1622  ___________________________________________________________________
 AW1622* NAD 83(1986)-  29 25 59.     (N)    094 57 50.     (W)     SCALED    
 AW1622* NAVD 88     -         1.58   (+/-2cm)       5.2    (feet)  VERTCON   
 AW1622  ___________________________________________________________________
 AW1622  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW1622
 AW1622  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1622
 AW1622.The horizontal coordinates were scaled from a topographic map and have
 AW1622.an estimated accuracy of +/- 6 seconds.
 AW1622
 AW1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1622.The vertical order pertains to the NGVD 29 superseded value.
 AW1622
 AW1622.The geoid height was determined by GEOID03.
 AW1622
 AW1622;                    North         East    Units  Estimated Accuracy
 AW1622;SPC TXSC     - 4,184,050.      991,490.      MT  (+/- 180 meters Scaled)
 AW1622
 AW1622                          SUPERSEDED SURVEY CONTROL
 AW1622
 AW1622  NGVD 29 (??/??/??)    1.573  (m)            5.16   (f) ADJUSTED    1 2
 AW1622
 AW1622.Superseded values are not recommended for survey control.
 AW1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1622.See file dsdata.txt to determine how the superseded data were derived.
 AW1622
 AW1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN095575(NAD 83)
 AW1622_MARKER: DB = BENCH MARK DISK
 AW1622_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1622_SP_SET: DEEP ROD
 AW1622_STAMPING: H 1241 1978
 AW1622_MARK LOGO: NGS   
 AW1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1622+STABILITY: SURFACE MOTION
 AW1622
 AW1622  HISTORY     - Date     Condition        Report By
 AW1622  HISTORY     - 1978     MONUMENTED       NGS
 AW1622  HISTORY     - 1983     GOOD             NGS
 AW1622  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1622  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW1622
 AW1622                          STATION DESCRIPTION
 AW1622
 AW1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1622'6.3 MI NW FROM TEXAS CITY.
 AW1622'ABOUT 4.5 MILES NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE AT
 AW1622'TEXAS CITY, THENCE 1.8 MILES NORTH ALONG STATE HIGHWAY 146 TO THE
 AW1622'MARK ON THE RIGHT, 153 FEET EAST AND ACROSS THE ROAD FROM THE
 AW1622'EAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 57 FEET NORTHEAST OF
 AW1622'CENTERLINE OF HIGHWAY 146, AND 1.5 FEET WEST OF POWER POLE
 AW1622'NUMBER F 648 A 50.
 AW1622
 AW1622                          STATION RECOVERY (1983)
 AW1622
 AW1622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1622'RECOVERED IN GOOD CONDITION.  NOTE, THE POST OFFICE IS NOW THE COATS
 AW1622'WHITNEY BUILDING, ALSO, ADD ABOUT 122 METERS (400 FT) NORTH AND ACROSS
 AW1622'THE RAILROAD TRACKS AND LOOP 197 FROM RAILROAD MILE MARKER 41.
 AW1622
 AW1622                          STATION RECOVERY (1987)
 AW1622
 AW1622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1622'NOT RECOVERED, CONSIDER DESTROYED BY HIGHWAY CONSTRUCTION.
 AW1622
 AW1622                          STATION RECOVERY (1994)
 AW1622
 AW1622'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1351 ***********************************************************************
 AW1351  DESIGNATION -  H 1242
 AW1351  PID         -  AW1351
 AW1351  STATE/COUNTY-  TX/GALVESTON
 AW1351  USGS QUAD   -  FLAKE (1994)
 AW1351
 AW1351                         *CURRENT SURVEY CONTROL
 AW1351  ___________________________________________________________________
 AW1351* NAD 83(1986)-  29 25 51.     (N)    094 41 07.     (W)     SCALED    
 AW1351* NAVD 88     -         2.58   (+/-2cm)       8.5    (feet)  VERTCON   
 AW1351  ___________________________________________________________________
 AW1351  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW1351
 AW1351  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1351
 AW1351.The horizontal coordinates were scaled from a topographic map and have
 AW1351.an estimated accuracy of +/- 6 seconds.
 AW1351
 AW1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1351.The vertical order pertains to the NGVD 29 superseded value.
 AW1351
 AW1351.The geoid height was determined by GEOID03.
 AW1351
 AW1351;                    North         East    Units  Estimated Accuracy
 AW1351;SPC TXSC     - 4,184,770.    1,018,520.      MT  (+/- 180 meters Scaled)
 AW1351
 AW1351                          SUPERSEDED SURVEY CONTROL
 AW1351
 AW1351  NGVD 29 (??/??/92)    2.574  (m)            8.44   (f) ADJ UNCH    1 2
 AW1351
 AW1351.Superseded values are not recommended for survey control.
 AW1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1351.See file dsdata.txt to determine how the superseded data were derived.
 AW1351
 AW1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN365569(NAD 83)
 AW1351_MARKER: DB = BENCH MARK DISK
 AW1351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1351_SP_SET: HEADWALL
 AW1351_STAMPING: H 1242 1978
 AW1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1351+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1351
 AW1351  HISTORY     - Date     Condition        Report By
 AW1351  HISTORY     - 1978     MONUMENTED       NGS
 AW1351  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1351  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1351  HISTORY     - 1990     GOOD             USPSQD
 AW1351  HISTORY     - 19990511 GOOD             USPSQD
 AW1351  HISTORY     - 20010430 GOOD             USPSQD
 AW1351  HISTORY     - 20020611 GOOD             USPSQD
 AW1351  HISTORY     - 20031009 GOOD             USPSQD
 AW1351  HISTORY     - 20041023 GOOD             USPSQD
 AW1351
 AW1351                          STATION DESCRIPTION
 AW1351
 AW1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1351'7.7 MI NE FROM PORT BOLIVAR.
 AW1351'ABOUT 7.7 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1351'LANDING AT PORT BOLIVAR IN TOP OF CENTER OF A 3X12 CULVERT, 45 FEET
 AW1351'SOUTH OF POWER POLE NUMBER 437, 39 FEET WEST OF A FENCE, 33 FEET
 AW1351'SOUTHWEST OF A UNDERGROUND CABLE POLE WITH WARNING SIGN, AND 30 FEET
 AW1351'EAST OF CENTERLINE OF ROAD.
 AW1351
 AW1351                          STATION RECOVERY (1988)
 AW1351
 AW1351'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW1351'MARK NOT FOUND.
 AW1351
 AW1351                          STATION RECOVERY (1988)
 AW1351
 AW1351'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1351'MARK NOT FOUND.
 AW1351
 AW1351                          STATION RECOVERY (1990)
 AW1351
 AW1351'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1351'RECOVERED IN GOOD CONDITION.
 AW1351
 AW1351                          STATION RECOVERY (1999)
 AW1351
 AW1351'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1351'RECOVERED IN GOOD CONDITION.
 AW1351
 AW1351                          STATION RECOVERY (2001)
 AW1351
 AW1351'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1351'RECOVERED IN GOOD CONDITION.
 AW1351
 AW1351                          STATION RECOVERY (2002)
 AW1351
 AW1351'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW1351'RECOVERED IN GOOD CONDITION.
 AW1351
 AW1351                          STATION RECOVERY (2003)
 AW1351
 AW1351'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1351'RECOVERED IN GOOD CONDITION.
 AW1351
 AW1351                          STATION RECOVERY (2004)
 AW1351
 AW1351'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1351'R1 FOUND
 AW1351'R2 FOUND
 AW1351'AZ FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1311 ***********************************************************************
 AW1311  DESIGNATION -  H 1243
 AW1311  PID         -  AW1311
 AW1311  STATE/COUNTY-  TX/GALVESTON
 AW1311  USGS QUAD   -  TEXAS CITY (1994)
 AW1311
 AW1311                         *CURRENT SURVEY CONTROL
 AW1311  ___________________________________________________________________
 AW1311* NAD 83(1986)-  29 27 06.     (N)    094 58 11.     (W)     SCALED    
 AW1311* NAVD 88     -         4.545  (meters)      14.91   (feet)  ADJUSTED  
 AW1311  ___________________________________________________________________
 AW1311  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW1311  DYNAMIC HT  -           4.539 (meters)      14.89  (feet)  COMP
 AW1311  MODELED GRAV-     979,271.2   (mgal)                       NAVD 88
 AW1311  OBS GRAVITY -     979,271.0   (mgal)                       GRAV_OBS
 AW1311
 AW1311  VERT ORDER  -  FIRST     CLASS II
 AW1311
 AW1311.The horizontal coordinates were scaled from a topographic map and have
 AW1311.an estimated accuracy of +/- 6 seconds.
 AW1311
 AW1311.The orthometric height was determined by differential leveling
 AW1311.and adjusted by the National Geodetic Survey in June 1991..
 AW1311
 AW1311.The geoid height was determined by GEOID03.
 AW1311
 AW1311.The dynamic height is computed by dividing the NAVD 88
 AW1311.geopotential number by the normal gravity value computed on the
 AW1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1311.degrees latitude (g = 980.6199 gals.).
 AW1311
 AW1311.The modeled gravity was interpolated from observed gravity values.
 AW1311.The observed gravity was obtained from relative gravimeter ties
 AW1311.to the IGSN71 gravity network.
 AW1311
 AW1311;                    North         East    Units  Estimated Accuracy
 AW1311;SPC TXSC     - 4,186,090.      990,860.      MT  (+/- 180 meters Scaled)
 AW1311
 AW1311                          SUPERSEDED SURVEY CONTROL
 AW1311
 AW1311  NGVD 29 (12/23/87)    4.542  (m)           14.90   (f) ADJUSTED    1 2
 AW1311
 AW1311.Superseded values are not recommended for survey control.
 AW1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1311.See file dsdata.txt to determine how the superseded data were derived.
 AW1311
 AW1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN089596(NAD 83)
 AW1311_MARKER: DB = BENCH MARK DISK
 AW1311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1311_SP_SET: COPPER-CLAD STEEL ROD
 AW1311_STAMPING: H 1243 1978
 AW1311_MARK LOGO: NGS   
 AW1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1311+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 AW1311
 AW1311  HISTORY     - Date     Condition        Report By
 AW1311  HISTORY     - 1978     MONUMENTED       NGS
 AW1311  HISTORY     - 1983     GOOD             NGS
 AW1311  HISTORY     - 1987     GOOD             NGS
 AW1311  HISTORY     - 1989     GOOD             USPSQD
 AW1311  HISTORY     - 1990     GOOD             USPSQD
 AW1311  HISTORY     - 19990410 GOOD             USPSQD
 AW1311  HISTORY     - 20040120 GOOD             USE
 AW1311  HISTORY     - 20040130 GOOD             USPSQD
 AW1311  HISTORY     - 20050702 GOOD             USPSQD
 AW1311
 AW1311                          STATION DESCRIPTION
 AW1311
 AW1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1311'6.7 MI SE FROM KEMAH.
 AW1311'ABOUT 6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST
 AW1311'OFFICE IN KEMAH.  AT THE NORTHWEST ENTRANCE TO LEVEE, 123 FEET
 AW1311'NORTHWEST AND ACROSS THE PAVED ROAD FROM A POWER POLE, 75 FEET
 AW1311'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET NORTHWEST OF
 AW1311'THE CENTERLINE OF A PAVED ROAD ALONG TOP OF LEVEE AND A LOCKED GATE,
 AW1311'AND 1 FOOT WEST OF A FENCE.  NOTE=JUNCTION BENCH MARK.
 AW1311
 AW1311                          STATION RECOVERY (1983)
 AW1311
 AW1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1311'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW1311'7.3 KM (4.5 MI) NORTHWEST ALONG LOOP 197 FROM THE POST OFFICE (COATS
 AW1311'WHITNEY BUILDING) IN TEXAS CITY, THENCE 5.1 KM (3.15 MI) NORTH ALONG
 AW1311'STATE ROUTE 146, AT THE NORTH EDGE OF A LEVEE AND AT A PIPE GATE
 AW1311'ENTRANCE TO A ROAD LEADING EAST ALONG THE TOP OF THE LEVEE,
 AW1311'25.0 METERS (82.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 AW1311'5.44 METERS (18.0 FT) NORTH OF THE CENTER OF THE GATE AND ROAD, AND
 AW1311'0.30 METERS (1.0 FT) WEST OF A FENCE LINE.  NOTE, PRESUMED TO BE A
 AW1311'DEEP ROD MARK, NO DESCRIPTION WAS AVAILABLE AT TIME OF RECOVERY.
 AW1311'FLUSH WITH THE GROUND.
 AW1311'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 AW1311'THE MARK IS 0.30 M ABOVE HIGHWAY.
 AW1311
 AW1311                          STATION RECOVERY (1987)
 AW1311
 AW1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1311'RECOVERED IN GOOD CONDITION.
 AW1311
 AW1311                          STATION RECOVERY (1989)
 AW1311
 AW1311'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1311'RECOVERED IN GOOD CONDITION.
 AW1311
 AW1311                          STATION RECOVERY (1990)
 AW1311
 AW1311'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1311'RECOVERED IN GOOD CONDITION.
 AW1311
 AW1311                          STATION RECOVERY (1999)
 AW1311
 AW1311'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1311'RECOVERED IN GOOD CONDITION.
 AW1311
 AW1311                          STATION RECOVERY (2004)
 AW1311
 AW1311'RECOVERY NOTE BY US ENGINEERS 2004 (JVV)
 AW1311'RECOVERED IN GOOD CONDITION.
 AW1311
 AW1311                          STATION RECOVERY (2004)
 AW1311
 AW1311'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1311'RECOVERED IN GOOD CONDITION.
 AW1311
 AW1311                          STATION RECOVERY (2005)
 AW1311
 AW1311'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1707 ***********************************************************************
 AW1707  DESIGNATION -  H 1244
 AW1707  PID         -  AW1707
 AW1707  STATE/COUNTY-  TX/HARRIS
 AW1707  USGS QUAD   -  PASADENA (1995)
 AW1707
 AW1707                         *CURRENT SURVEY CONTROL
 AW1707  ___________________________________________________________________
 AW1707* NAD 83(1986)-  29 41 53.     (N)    095 13 11.     (W)     SCALED    
 AW1707* NAVD 88     -         7.529  (meters)      24.70   (feet)  ADJUSTED  
 AW1707  ___________________________________________________________________
 AW1707  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1707  DYNAMIC HT  -           7.519 (meters)      24.67  (feet)  COMP
 AW1707  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 AW1707
 AW1707  VERT ORDER  -  FIRST     CLASS II
 AW1707
 AW1707.The horizontal coordinates were scaled from a topographic map and have
 AW1707.an estimated accuracy of +/- 6 seconds.
 AW1707
 AW1707.The orthometric height was determined by differential leveling
 AW1707.and adjusted by the National Geodetic Survey in June 1991..
 AW1707
 AW1707.The geoid height was determined by GEOID03.
 AW1707
 AW1707.The dynamic height is computed by dividing the NAVD 88
 AW1707.geopotential number by the normal gravity value computed on the
 AW1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1707.degrees latitude (g = 980.6199 gals.).
 AW1707
 AW1707.The modeled gravity was interpolated from observed gravity values.
 AW1707
 AW1707;                    North         East    Units  Estimated Accuracy
 AW1707;SPC TXSC     - 4,212,570.      965,740.      MT  (+/- 180 meters Scaled)
 AW1707
 AW1707                          SUPERSEDED SURVEY CONTROL
 AW1707
 AW1707  NGVD 29 (12/23/87)    7.526  (m)           24.69   (f) ADJUSTED    1 2
 AW1707
 AW1707.Superseded values are not recommended for survey control.
 AW1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1707.See file dsdata.txt to determine how the superseded data were derived.
 AW1707
 AW1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN852873(NAD 83)
 AW1707_MARKER: DB = BENCH MARK DISK
 AW1707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1707_SP_SET: CATCH BASIN
 AW1707_STAMPING: H 1244 1978
 AW1707_MARK LOGO: NGS   
 AW1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1707+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003
 AW1707
 AW1707  HISTORY     - Date     Condition        Report By
 AW1707  HISTORY     - 1978     MONUMENTED       NGS
 AW1707  HISTORY     - 1983     GOOD             NGS
 AW1707  HISTORY     - 1986     GOOD             NGS
 AW1707  HISTORY     - 1987     GOOD             USPSQD
 AW1707  HISTORY     - 1989     GOOD             USPSQD
 AW1707  HISTORY     - 1989     GOOD             USPSQD
 AW1707  HISTORY     - 19980226 GOOD             USPSQD
 AW1707  HISTORY     - 20020312 GOOD             USPSQD
 AW1707  HISTORY     - 20020315 GOOD             USPSQD
 AW1707  HISTORY     - 20030927 GOOD             USPSQD
 AW1707
 AW1707                          STATION DESCRIPTION
 AW1707
 AW1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1707'0.7 MI NORTH FROM PASADENA.
 AW1707'ABOUT 0.7 MILE NORTH ALONG SOUTH RICHEY STREET FROM THE POST OFFICE
 AW1707'IN PASADENA.  SET IN THE SOUTHWEST CORNER OF THE SOUTHEAST CATCH
 AW1707'BASIN, 78 FEET SOUTH AND ACROSS HARRIS AVENUE FROM POWER POLE NUMBER
 AW1707'1206, 48 FEET SOUTH OF THE CENTERLINE OF HARRIS AVENUE, 39 FEET
 AW1707'EAST OF THE CENTERLINE OF RICHEY STREET, 18 FEET SOUTHWEST OF A
 AW1707'STEEL SIGNAL LIGHT POST.
 AW1707
 AW1707                          STATION RECOVERY (1983)
 AW1707
 AW1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1707'RECOVERED IN GOOD CONDITION.
 AW1707
 AW1707                          STATION RECOVERY (1986)
 AW1707
 AW1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1707'RECOVERED IN GOOD CONDITION.
 AW1707
 AW1707                          STATION RECOVERY (1987)
 AW1707
 AW1707'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1707'RECOVERED IN GOOD CONDITION.
 AW1707
 AW1707                          STATION RECOVERY (1989)
 AW1707
 AW1707'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1707'RECOVERED IN GOOD CONDITION.
 AW1707
 AW1707                          STATION RECOVERY (1989)
 AW1707
 AW1707'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1707'RECOVERED IN GOOD CONDITION.
 AW1707
 AW1707                          STATION RECOVERY (1998)
 AW1707
 AW1707'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1707'RECOVERED IN GOOD CONDITION.
 AW1707
 AW1707                          STATION RECOVERY (2002)
 AW1707
 AW1707'RECOVERY NOTE BY US POWER SQUADRON 2002 (PSM)
 AW1707'RECOVERED IN GOOD CONDITION.
 AW1707
 AW1707                          STATION RECOVERY (2002)
 AW1707
 AW1707'RECOVERY NOTE BY US POWER SQUADRON 2002 (RK)
 AW1707'RECOVERED IN GOOD CONDITION.
 AW1707
 AW1707                          STATION RECOVERY (2003)
 AW1707
 AW1707'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1010 ***********************************************************************
 AW1010  DESIGNATION -  H 1245
 AW1010  PID         -  AW1010
 AW1010  STATE/COUNTY-  TX/HARRIS
 AW1010  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1010
 AW1010                         *CURRENT SURVEY CONTROL
 AW1010  ___________________________________________________________________
 AW1010* NAD 83(1986)-  29 32 39.     (N)    095 08 05.     (W)     SCALED    
 AW1010* NAVD 88     -         7.804  (meters)      25.60   (feet)  ADJUSTED  
 AW1010  ___________________________________________________________________
 AW1010  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1010  DYNAMIC HT  -           7.793 (meters)      25.57  (feet)  COMP
 AW1010  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 AW1010
 AW1010  VERT ORDER  -  FIRST     CLASS II
 AW1010
 AW1010.The horizontal coordinates were scaled from a topographic map and have
 AW1010.an estimated accuracy of +/- 6 seconds.
 AW1010
 AW1010.The orthometric height was determined by differential leveling
 AW1010.and adjusted by the National Geodetic Survey in June 1991..
 AW1010
 AW1010.The geoid height was determined by GEOID03.
 AW1010
 AW1010.The dynamic height is computed by dividing the NAVD 88
 AW1010.geopotential number by the normal gravity value computed on the
 AW1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1010.degrees latitude (g = 980.6199 gals.).
 AW1010
 AW1010.The modeled gravity was interpolated from observed gravity values.
 AW1010
 AW1010;                    North         East    Units  Estimated Accuracy
 AW1010;SPC TXSC     - 4,195,800.      974,520.      MT  (+/- 180 meters Scaled)
 AW1010
 AW1010                          SUPERSEDED SURVEY CONTROL
 AW1010
 AW1010  NGVD 29 (12/23/87)    7.801  (m)           25.59   (f) ADJUSTED    1 2
 AW1010
 AW1010.Superseded values are not recommended for survey control.
 AW1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1010.See file dsdata.txt to determine how the superseded data were derived.
 AW1010
 AW1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN931701(NAD 83)
 AW1010_MARKER: DB = BENCH MARK DISK
 AW1010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1010_SP_SET: CATCH BASIN
 AW1010_STAMPING: H 1245 1978
 AW1010_MARK LOGO: NGS   
 AW1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1010
 AW1010  HISTORY     - Date     Condition        Report By
 AW1010  HISTORY     - 1978     MONUMENTED       NGS
 AW1010  HISTORY     - 1987     GOOD             USPSQD
 AW1010  HISTORY     - 1987     POOR             USPSQD
 AW1010  HISTORY     - 1987     GOOD             USPSQD
 AW1010  HISTORY     - 1987     GOOD             USPSQD
 AW1010  HISTORY     - 1987     GOOD             USPSQD
 AW1010  HISTORY     - 1987     GOOD             USPSQD
 AW1010  HISTORY     - 1987     GOOD             USPSQD
 AW1010  HISTORY     - 1987     GOOD             USPSQD
 AW1010  HISTORY     - 1987     GOOD             USPSQD
 AW1010  HISTORY     - 1987     GOOD             USPSQD
 AW1010  HISTORY     - 1987     GOOD             USPSQD
 AW1010  HISTORY     - 1987     GOOD             NGS
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1988     GOOD             USPSQD
 AW1010  HISTORY     - 1989     GOOD             USPSQD
 AW1010  HISTORY     - 1989     GOOD             USPSQD
 AW1010  HISTORY     - 1989     GOOD             USPSQD
 AW1010  HISTORY     - 1989     GOOD             USPSQD
 AW1010  HISTORY     - 1989     GOOD             USPSQD
 AW1010  HISTORY     - 1989     GOOD             USPSQD
 AW1010  HISTORY     - 1989     GOOD             USPSQD
 AW1010  HISTORY     - 1990     GOOD             USPSQD
 AW1010  HISTORY     - 19910216 GOOD             USPSQD
 AW1010  HISTORY     - 19910216 GOOD             USPSQD
 AW1010  HISTORY     - 19970816 GOOD             USPSQD
 AW1010  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW1010  HISTORY     - 20000311 GOOD             USPSQD
 AW1010  HISTORY     - 20050114 MARK NOT FOUND   USPSQD
 AW1010
 AW1010                          STATION DESCRIPTION
 AW1010
 AW1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1010'1.5 MI NW FROM WEBSTER.
 AW1010'ABOUT 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1010'NASA 1 HIGHWAY AT WEBSTER, AND THENCE 0.5 MILE SOUTHWEST ALONG BAY
 AW1010'AREA BOULEVARD TO THE JUNCTION OF TEXAS STREET.  SET IN THE NORTHEAST
 AW1010'CORNER OF THE SOUTHWEST CATCH BASIN 51 FEET SOUTHWEST AND ACROSS THE
 AW1010'STREET FROM POWER POLE NUMBER 101, 39 FEET SOUTHEAST OF THE CENTERLINE
 AW1010'OF THE EAST BOUND LANE OF THE BOULEVARD, AND 21 FEET SOUTHWEST OF THE
 AW1010'CENTERLINE OF THE STREET.
 AW1010
 AW1010                          STATION RECOVERY (1987)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1987)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1010'MARK RECOVERED IN POOR CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1987)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1987)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1987)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1987)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAS)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1987)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1987)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1987)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1987)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1987)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1987)
 AW1010
 AW1010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (GEB)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1988)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1989)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1989)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1989)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1989)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLB)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1989)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLS)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1989)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1989)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1990)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1990 (MFS)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1991)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1991)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1997)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (1999)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1010'MARK NOT FOUND.
 AW1010
 AW1010                          STATION RECOVERY (2000)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1010'RECOVERED IN GOOD CONDITION.
 AW1010
 AW1010                          STATION RECOVERY (2005)
 AW1010
 AW1010'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0209 ***********************************************************************
 AW0209  DESIGNATION -  H 1246
 AW0209  PID         -  AW0209
 AW0209  STATE/COUNTY-  TX/HARRIS
 AW0209  USGS QUAD   -  SETTEGAST (1995)
 AW0209
 AW0209                         *CURRENT SURVEY CONTROL
 AW0209  ___________________________________________________________________
 AW0209* NAD 83(1986)-  29 45 18.     (N)    095 21 14.     (W)     SCALED    
 AW0209* NAVD 88     -        14.527  (meters)      47.66   (feet)  ADJUSTED  
 AW0209  ___________________________________________________________________
 AW0209  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW0209  DYNAMIC HT  -          14.507 (meters)      47.59  (feet)  COMP
 AW0209  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0209
 AW0209  VERT ORDER  -  FIRST     CLASS II
 AW0209
 AW0209.The horizontal coordinates were scaled from a topographic map and have
 AW0209.an estimated accuracy of +/- 6 seconds.
 AW0209
 AW0209.The orthometric height was determined by differential leveling
 AW0209.and adjusted by the National Geodetic Survey in June 1991..
 AW0209
 AW0209.The geoid height was determined by GEOID03.
 AW0209
 AW0209.The dynamic height is computed by dividing the NAVD 88
 AW0209.geopotential number by the normal gravity value computed on the
 AW0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0209.degrees latitude (g = 980.6199 gals.).
 AW0209
 AW0209.The modeled gravity was interpolated from observed gravity values.
 AW0209
 AW0209;                    North         East    Units  Estimated Accuracy
 AW0209;SPC TXSC     - 4,218,470.      952,570.      MT  (+/- 180 meters Scaled)
 AW0209
 AW0209                          SUPERSEDED SURVEY CONTROL
 AW0209
 AW0209  NGVD 29 (12/23/87)   14.523  (m)           47.65   (f) ADJUSTED    1 2
 AW0209
 AW0209.Superseded values are not recommended for survey control.
 AW0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0209.See file dsdata.txt to determine how the superseded data were derived.
 AW0209
 AW0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN723939(NAD 83)
 AW0209_MARKER: DB = BENCH MARK DISK
 AW0209_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0209_SP_SET: BRIDGE PIER
 AW0209_STAMPING: H 1246 1978
 AW0209_MARK LOGO: NGS   
 AW0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0209+STABILITY: POSITION/ELEVATION WELL
 AW0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0209+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW0209
 AW0209  HISTORY     - Date     Condition        Report By
 AW0209  HISTORY     - 1978     MONUMENTED       NGS
 AW0209  HISTORY     - 1986     GOOD             NGS
 AW0209  HISTORY     - 1989     GOOD             USPSQD
 AW0209  HISTORY     - 1989     GOOD             USPSQD
 AW0209  HISTORY     - 1991     GOOD             USPSQD
 AW0209  HISTORY     - 20050705 GOOD             USPSQD
 AW0209
 AW0209                          STATION DESCRIPTION
 AW0209
 AW0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0209'IN HOUSTON.
 AW0209'IN HOUSTON, AT THE CROSSING OF ATCHISON, TOPEKA AND SANTA FE RAILROAD
 AW0209'AND THE GULF FREEWAY, 0.3 MILE SOUTHEAST OF UNION STATION, 171 FEET
 AW0209'SOUTH OF THE SOUTH CURB OF PRAIRIE AVENUE, 108 FEET NORTH OF THE
 AW0209'NORTH CURB OF TEXAS AVENUE, 21 FEET WEST OF THE EXTENDED CENTERLINE OF
 AW0209'CHARTRES STREET AND 9 FEET SOUTHWEST OF THE SOUTH RAIL TO UNION
 AW0209'STATION.  SET VERTICAL IN THE NORTH FACE OF THE EAST ONE OF SEVEN
 AW0209'PILLARS.
 AW0209
 AW0209                          STATION RECOVERY (1986)
 AW0209
 AW0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0209'RECOVERED IN GOOD CONDITION.
 AW0209
 AW0209                          STATION RECOVERY (1989)
 AW0209
 AW0209'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW0209'RECOVERED IN GOOD CONDITION.
 AW0209
 AW0209                          STATION RECOVERY (1989)
 AW0209
 AW0209'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0209'RECOVERED IN GOOD CONDITION.
 AW0209
 AW0209                          STATION RECOVERY (1991)
 AW0209
 AW0209'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 AW0209'RECOVERED IN GOOD CONDITION.
 AW0209
 AW0209                          STATION RECOVERY (2005)
 AW0209
 AW0209'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1811 ***********************************************************************
 BL1811  DESIGNATION -  H 1247
 BL1811  PID         -  BL1811
 BL1811  STATE/COUNTY-  TX/WALKER
 BL1811  USGS QUAD   -  PHELPS (1976)
 BL1811
 BL1811                         *CURRENT SURVEY CONTROL
 BL1811  ___________________________________________________________________
 BL1811* NAD 83(1986)-  30 38 23.     (N)    095 28 14.     (W)     SCALED    
 BL1811* NAVD 88     -       107.048  (meters)     351.21   (feet)  ADJUSTED  
 BL1811  ___________________________________________________________________
 BL1811  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL1811  DYNAMIC HT  -         106.908 (meters)     350.75  (feet)  COMP
 BL1811  MODELED GRAV-     979,331.1   (mgal)                       NAVD 88
 BL1811  OBS GRAVITY -     979,331.1   (mgal)                       GRAV_OBS
 BL1811
 BL1811  VERT ORDER  -  FIRST     CLASS I
 BL1811
 BL1811.The horizontal coordinates were scaled from a topographic map and have
 BL1811.an estimated accuracy of +/- 6 seconds.
 BL1811
 BL1811.The orthometric height was determined by differential leveling
 BL1811.and adjusted by the National Geodetic Survey in June 1991..
 BL1811
 BL1811.The geoid height was determined by GEOID03.
 BL1811
 BL1811.The dynamic height is computed by dividing the NAVD 88
 BL1811.geopotential number by the normal gravity value computed on the
 BL1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1811.degrees latitude (g = 980.6199 gals.).
 BL1811
 BL1811.The modeled gravity was interpolated from observed gravity values.
 BL1811.The observed gravity was obtained from relative gravimeter ties
 BL1811.to the IGSN71 gravity network.
 BL1811
 BL1811;                    North         East    Units  Estimated Accuracy
 BL1811;SPC TX C     - 3,118,050.    1,165,960.      MT  (+/- 180 meters Scaled)
 BL1811
 BL1811                          SUPERSEDED SURVEY CONTROL
 BL1811
 BL1811  NGVD 29 (12/23/87)  107.055  (m)          351.23   (f) ADJUSTED    1 1
 BL1811
 BL1811.Superseded values are not recommended for survey control.
 BL1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1811.See file dsdata.txt to determine how the superseded data were derived.
 BL1811
 BL1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP632922(NAD 83)
 BL1811_MARKER: DB = BENCH MARK DISK
 BL1811_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 BL1811_SP_SET: UNSPECIFIED DEEP
 BL1811_STAMPING: H 1247 1978
 BL1811_MARK LOGO: NGS   
 BL1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1811+STABILITY: SURFACE MOTION
 BL1811
 BL1811  HISTORY     - Date     Condition        Report By
 BL1811  HISTORY     - 1978     MONUMENTED       NGS
 BL1811  HISTORY     - 1987     GOOD             NGS
 BL1811
 BL1811                          STATION DESCRIPTION
 BL1811
 BL1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1811'4.4 MI SOUTH FROM PHELPS.
 BL1811'4.4 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1811'CROSSING OF SPUR 2296, LOCATED IN THE WEST FENCE LINE OF 2296 WEST
 BL1811'AND ACROSS THE ROAD FROM TRACKS, 200 FEET NORTHWEST OF THE NORTHWEST
 BL1811'RAIL, 53 FEET NORTHWEST OF THE CENTERLINE OF 2296, 53 FEET
 BL1811'NORTHEAST OF POWERLINE POLE WITH 4 GUY WIRES, 2 FEET SOUTHEAST OF
 BL1811'WIRE FENCE WITH METAL SIGN 270, 2 FEET NORTHEAST OF WITNESS POST,
 BL1811'AND 2 FEET SOUTHWEST OF WITNESS POST.  DISK IS LEVEL WITH GROUND
 BL1811'AND ACCESS IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1811
 BL1811                          STATION RECOVERY (1987)
 BL1811
 BL1811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0680 ***********************************************************************
 AW0680  DESIGNATION -  H 1248
 AW0680  PID         -  AW0680
 AW0680  STATE/COUNTY-  TX/HARRIS
 AW0680  USGS QUAD   -  HUMBLE (1995)
 AW0680
 AW0680                         *CURRENT SURVEY CONTROL
 AW0680  ___________________________________________________________________
 AW0680* NAD 83(1986)-  29 59 46.     (N)    095 15 27.     (W)     SCALED    
 AW0680* NAVD 88     -        24.853  (meters)      81.54   (feet)  ADJUSTED  
 AW0680  ___________________________________________________________________
 AW0680  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW0680  DYNAMIC HT  -          24.819 (meters)      81.43  (feet)  COMP
 AW0680  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 AW0680
 AW0680  VERT ORDER  -  FIRST     CLASS II
 AW0680
 AW0680.The horizontal coordinates were scaled from a topographic map and have
 AW0680.an estimated accuracy of +/- 6 seconds.
 AW0680
 AW0680.The orthometric height was determined by differential leveling
 AW0680.and adjusted by the National Geodetic Survey in June 1991..
 AW0680
 AW0680.The geoid height was determined by GEOID03.
 AW0680
 AW0680.The dynamic height is computed by dividing the NAVD 88
 AW0680.geopotential number by the normal gravity value computed on the
 AW0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0680.degrees latitude (g = 980.6199 gals.).
 AW0680
 AW0680.The modeled gravity was interpolated from observed gravity values.
 AW0680
 AW0680;                    North         East    Units  Estimated Accuracy
 AW0680;SPC TXSC     - 4,245,480.      961,030.      MT  (+/- 180 meters Scaled)
 AW0680
 AW0680                          SUPERSEDED SURVEY CONTROL
 AW0680
 AW0680  NGVD 29 (12/23/87)   24.851  (m)           81.53   (f) ADJUSTED    1 2
 AW0680
 AW0680.Superseded values are not recommended for survey control.
 AW0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0680.See file dsdata.txt to determine how the superseded data were derived.
 AW0680
 AW0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP822205(NAD 83)
 AW0680_MARKER: DV = VERTICAL CONTROL DISK
 AW0680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0680_SP_SET: STAINLESS STEEL ROD
 AW0680_STAMPING: H 1248 1978
 AW0680_MARK LOGO: NGS   
 AW0680_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0680+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 AW0680
 AW0680  HISTORY     - Date     Condition        Report By
 AW0680  HISTORY     - 1978     MONUMENTED       NGS
 AW0680  HISTORY     - 1987     GOOD             NGS
 AW0680  HISTORY     - 19941009 GOOD             NGS
 AW0680  HISTORY     - 20040316 GOOD             USPSQD
 AW0680
 AW0680                          STATION DESCRIPTION
 AW0680
 AW0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0680'IN HUMBLE.
 AW0680'IN HUMBLE, ON THE NORTHEAST CORNER OF MAIN STREET AND SOUTH HOUSTON
 AW0680'AVENUE, AND ON THE SOUTHWEST CORNER OF PARK.  37 FEET NORTH OF
 AW0680'CENTERLINE OF MAIN STREET, 21 FEET EAST OF THE EAST CURB OF HOUSTON
 AW0680'AVENUE, 18 FEET EAST NORTHEAST OF FIRE PLUG, 10 FEET SOUTHWEST OF
 AW0680'SOUTHWEST EDGE OF CONCRETE TABLE AND 1 FOOT NORTHWEST OF NORTHWEST
 AW0680'SIDE OF MONUMENT WHICH PROJECTS 6 FEET ABOVE LAWN, 1944 HIRSCH
 AW0680'MEMORIAL PARK, CITY OF HUMBLE.  DISK IS LEVEL WITH THE GROUND,
 AW0680'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW0680
 AW0680                          STATION RECOVERY (1987)
 AW0680
 AW0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0680'RECOVERED IN GOOD CONDITION.
 AW0680
 AW0680                          STATION RECOVERY (1994)
 AW0680
 AW0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW0680'IN HUMBLE, AT THE INTERSECTION OF MAIN STREET AND HOUSTON AVENUE, 12.4
 AW0680'M (40.7 FT) EAST OF THE AVENUE CENTER, 9.5 M (31.2 FT) NORTH OF THE
 AW0680'STREET CENTERLINE, 5.9 M (19.4 FT) NORTHEAST OF A FIRE HYDRANT, 3.4 M
 AW0680'(11.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE PICNIC TABLE,
 AW0680'0.3 M (1.0 FT) NORTHWEST OF THE NORTHWEST FACE OF A CONCRETE MONUMENT
 AW0680'(1944 HIRCH MEMORIAL PARK, CITY OF HUMBLE) , AND 0.2 M (0.7 FT) ABOVE
 AW0680'THE LEVEL OF THE AVENUE.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC
 AW0680'PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 AW0680
 AW0680                          STATION RECOVERY (2004)
 AW0680
 AW0680'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0800 ***********************************************************************
 AW0800  DESIGNATION -  H 1249
 AW0800  PID         -  AW0800
 AW0800  STATE/COUNTY-  TX/HARRIS
 AW0800  USGS QUAD   -  HUMBLE (1995)
 AW0800
 AW0800                         *CURRENT SURVEY CONTROL
 AW0800  ___________________________________________________________________
 AW0800* NAD 83(1986)-  29 56 01.     (N)    095 22 13.     (W)     SCALED    
 AW0800* NAVD 88     -        23.416  (meters)      76.82   (feet)  ADJUSTED  
 AW0800  ___________________________________________________________________
 AW0800  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AW0800  DYNAMIC HT  -          23.384 (meters)      76.72  (feet)  COMP
 AW0800  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 AW0800
 AW0800  VERT ORDER  -  FIRST     CLASS II
 AW0800
 AW0800.The horizontal coordinates were scaled from a topographic map and have
 AW0800.an estimated accuracy of +/- 6 seconds.
 AW0800
 AW0800.The orthometric height was determined by differential leveling
 AW0800.and adjusted by the National Geodetic Survey in June 1991..
 AW0800
 AW0800.The geoid height was determined by GEOID03.
 AW0800
 AW0800.The dynamic height is computed by dividing the NAVD 88
 AW0800.geopotential number by the normal gravity value computed on the
 AW0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0800.degrees latitude (g = 980.6199 gals.).
 AW0800
 AW0800.The modeled gravity was interpolated from observed gravity values.
 AW0800
 AW0800;                    North         East    Units  Estimated Accuracy
 AW0800;SPC TXSC     - 4,238,210.      950,370.      MT  (+/- 180 meters Scaled)
 AW0800
 AW0800                          SUPERSEDED SURVEY CONTROL
 AW0800
 AW0800  NGVD 29 (12/23/87)   23.413  (m)           76.81   (f) ADJUSTED    1 2
 AW0800
 AW0800.Superseded values are not recommended for survey control.
 AW0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0800.See file dsdata.txt to determine how the superseded data were derived.
 AW0800
 AW0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP712137(NAD 83)
 AW0800_MARKER: DB = BENCH MARK DISK
 AW0800_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0800+WITH SETTING: PAVEMENT
 AW0800_SP_SET: TOWER FOUNDATION
 AW0800_STAMPING: H 1249 1978
 AW0800_MARK LOGO: NGS   
 AW0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0800+STABILITY: SURFACE MOTION
 AW0800
 AW0800  HISTORY     - Date     Condition        Report By
 AW0800  HISTORY     - 1978     MONUMENTED       NGS
 AW0800  HISTORY     - 1987     GOOD             NGS
 AW0800  HISTORY     - 19960204 MARK NOT FOUND   NGS
 AW0800  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW0800
 AW0800                          STATION DESCRIPTION
 AW0800
 AW0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0800'0.9 MI WEST FROM ALDINE.
 AW0800'0.9 MILE WEST ALONG FARM ROAD 525 FROM THE NEW HIGH SCHOOL AT ALDINE
 AW0800'AT THE T JUNCTION OF ARMORY ROAD LEADING NORTH AND A POINT WHERE
 AW0800'TOWERLINE CROSSES ROAD, SET IN TOP OF THE SOUTHWEST LEG OF THE WEST
 AW0800'ONE OF TWO STEEL POWERLINE TOWERS ON THE NORTH SIDE OF 525, 180 FEET
 AW0800'NORTH OF THE CENTERLINE OF 525 AND 140 FEET WEST OF THE CENTERLINE
 AW0800'OF ARMORY ROAD, (0.6 MILE EAST OF THE JUNCTION LINE 24).
 AW0800
 AW0800                          STATION RECOVERY (1987)
 AW0800
 AW0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0800'RECOVERED IN GOOD CONDITION.
 AW0800
 AW0800                          STATION RECOVERY (1996)
 AW0800
 AW0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0800'THE FOOTING AND TOWER HAVE BEEN REMOVED.  ASSUMED DESTROYED.
 AW0800
 AW0800                          STATION RECOVERY (2004)
 AW0800
 AW0800'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1598 ***********************************************************************
 AN1598  DESIGNATION -  H 125
 AN1598  PID         -  AN1598
 AN1598  STATE/COUNTY-  TX/KARNES
 AN1598  USGS QUAD   -  KENEDY (1987)
 AN1598
 AN1598                         *CURRENT SURVEY CONTROL
 AN1598  ___________________________________________________________________
 AN1598* NAD 83(1986)-  28 47 04.     (N)    097 51 25.     (W)     SCALED    
 AN1598* NAVD 88     -       112.02   (+/-2cm)     367.5    (feet)  VERTCON   
 AN1598  ___________________________________________________________________
 AN1598  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN1598
 AN1598  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1598
 AN1598.The horizontal coordinates were scaled from a topographic map and have
 AN1598.an estimated accuracy of +/- 6 seconds.
 AN1598
 AN1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1598.The vertical order pertains to the NGVD 29 superseded value.
 AN1598
 AN1598.The geoid height was determined by GEOID03.
 AN1598
 AN1598;                    North         East    Units  Estimated Accuracy
 AN1598;SPC TXSC     - 4,105,960.      711,600.      MT  (+/- 180 meters Scaled)
 AN1598
 AN1598                          SUPERSEDED SURVEY CONTROL
 AN1598
 AN1598  NGVD 29 (??/??/92)  111.980  (m)          367.39   (f) ADJ UNCH    1 2
 AN1598
 AN1598.Superseded values are not recommended for survey control.
 AN1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1598.See file dsdata.txt to determine how the superseded data were derived.
 AN1598
 AN1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS115846(NAD 83)
 AN1598_MARKER: DB = BENCH MARK DISK
 AN1598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1598_SP_SET: CULVERT
 AN1598_STAMPING: H 125 1933
 AN1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1598
 AN1598  HISTORY     - Date     Condition        Report By
 AN1598  HISTORY     - 1933     MONUMENTED       CGS
 AN1598  HISTORY     - 1961     MARK NOT FOUND   USGS
 AN1598
 AN1598                          STATION DESCRIPTION
 AN1598
 AN1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1598'2.6 MI S FROM KENEDY.
 AN1598'2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1598'KENEDY, KARNES COUNTY, 11 POLES NORTH OF MILEPOST 64, AT A 6- BY
 AN1598'7.5-FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE EAST
 AN1598'HEADWALL, 10.6 FEET EAST OF THE CENTERLINE OF THE TRACK, 70 FEET WEST
 AN1598'OF THE CENTERLINE OF U.S. HIGHWAY 181, AND 2.5 FEET LOWER THAN THE
 AN1598'TRACK.  A STANDARD DISK.
 AN1598
 AN1598                          STATION RECOVERY (1961)
 AN1598
 AN1598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AN1598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0796 ***********************************************************************
 AW0796  DESIGNATION -  H 1250
 AW0796  PID         -  AW0796
 AW0796  STATE/COUNTY-  TX/HARRIS
 AW0796  USGS QUAD   -  SATSUMA (1982)
 AW0796
 AW0796                         *CURRENT SURVEY CONTROL
 AW0796  ___________________________________________________________________
 AW0796* NAD 83(1986)-  29 55 32.     (N)    095 30 07.     (W)     SCALED    
 AW0796* NAVD 88     -        32.944  (meters)     108.08   (feet)  ADJUSTED  
 AW0796  ___________________________________________________________________
 AW0796  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW0796  DYNAMIC HT  -          32.899 (meters)     107.94  (feet)  COMP
 AW0796  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 AW0796
 AW0796  VERT ORDER  -  FIRST     CLASS II
 AW0796
 AW0796.The horizontal coordinates were scaled from a topographic map and have
 AW0796.an estimated accuracy of +/- 6 seconds.
 AW0796
 AW0796.The orthometric height was determined by differential leveling
 AW0796.and adjusted by the National Geodetic Survey in June 1991..
 AW0796
 AW0796.The geoid height was determined by GEOID03.
 AW0796
 AW0796.The dynamic height is computed by dividing the NAVD 88
 AW0796.geopotential number by the normal gravity value computed on the
 AW0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0796.degrees latitude (g = 980.6199 gals.).
 AW0796
 AW0796.The modeled gravity was interpolated from observed gravity values.
 AW0796
 AW0796;                    North         East    Units  Estimated Accuracy
 AW0796;SPC TXSC     - 4,236,930.      937,690.      MT  (+/- 180 meters Scaled)
 AW0796
 AW0796                          SUPERSEDED SURVEY CONTROL
 AW0796
 AW0796  NGVD 29 (12/23/87)   32.939  (m)          108.07   (f) ADJUSTED    1 2
 AW0796
 AW0796.Superseded values are not recommended for survey control.
 AW0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0796.See file dsdata.txt to determine how the superseded data were derived.
 AW0796
 AW0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP584131(NAD 83)
 AW0796_MARKER: DB = BENCH MARK DISK
 AW0796_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0796_SP_SET: HEADWALL
 AW0796_STAMPING: H 1250 1978
 AW0796_MARK LOGO: NGS   
 AW0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0796+STABILITY: SURFACE MOTION
 AW0796
 AW0796  HISTORY     - Date     Condition        Report By
 AW0796  HISTORY     - 1978     MONUMENTED       NGS
 AW0796  HISTORY     - 1987     GOOD             NGS
 AW0796  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 AW0796
 AW0796                          STATION DESCRIPTION
 AW0796
 AW0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0796'0.8 MI EAST FROM NORTH HOUSTON.
 AW0796'0.8 MILE EAST ALONG THE FAIRBANKS AND NORTH HOUSTON ROAD FROM THE
 AW0796'CROSSING OF THE BURLINGTON-ROCK ISLAND RAILROAD AT NORTH HOUSTON,
 AW0796'AT THE T JUNCTION WITH FARM ROAD 149 AND DIRECTLY IN FRONT OF THE
 AW0796'BIG H KRISPY CHICKEN, SET IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 AW0796'HEADWALL OF A LARGE BOX CULVERT UNDER FARM ROAD 149 WITH LARGE METAL
 AW0796'GRATE 66 FEET SOUTHEAST OF THE CENTERLINE OF FAIRBANKS-NORTH HOUSTON
 AW0796'ROAD.
 AW0796
 AW0796                          STATION RECOVERY (1987)
 AW0796
 AW0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0796'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN NORTH
 AW0796'HOUSTON, AT THE INTERSECTION OF STATE HIGHWAY 149 AND FAIRBANKS-NORTH
 AW0796'HOUSTON ROAD.  ADD--16.9 M (55.4 FT) SOUTHWEST OF THE CENTERLINE OF
 AW0796'THE HIGHWAY.
 AW0796
 AW0796                          STATION RECOVERY (1994)
 AW0796
 AW0796'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0292 ***********************************************************************
 AW0292  DESIGNATION -  H 1251
 AW0292  PID         -  AW0292
 AW0292  STATE/COUNTY-  TX/HARRIS
 AW0292  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0292
 AW0292                         *CURRENT SURVEY CONTROL
 AW0292  ___________________________________________________________________
 AW0292* NAD 83(1986)-  29 47 05.     (N)    095 34 02.     (W)     SCALED    
 AW0292* NAVD 88     -        23.877  (meters)      78.34   (feet)  ADJUSTED  
 AW0292  ___________________________________________________________________
 AW0292  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0292  DYNAMIC HT  -          23.844 (meters)      78.23  (feet)  COMP
 AW0292  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 AW0292
 AW0292  VERT ORDER  -  FIRST     CLASS II
 AW0292
 AW0292.The horizontal coordinates were scaled from a topographic map and have
 AW0292.an estimated accuracy of +/- 6 seconds.
 AW0292
 AW0292.The orthometric height was determined by differential leveling
 AW0292.and adjusted by the National Geodetic Survey in June 1991..
 AW0292
 AW0292.The geoid height was determined by GEOID03.
 AW0292
 AW0292.The dynamic height is computed by dividing the NAVD 88
 AW0292.geopotential number by the normal gravity value computed on the
 AW0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0292.degrees latitude (g = 980.6199 gals.).
 AW0292
 AW0292.The modeled gravity was interpolated from observed gravity values.
 AW0292
 AW0292;                    North         East    Units  Estimated Accuracy
 AW0292;SPC TXSC     - 4,221,140.      931,850.      MT  (+/- 180 meters Scaled)
 AW0292
 AW0292                          SUPERSEDED SURVEY CONTROL
 AW0292
 AW0292  NGVD 29 (12/23/87)   23.870  (m)           78.31   (f) ADJUSTED    1 2
 AW0292
 AW0292.Superseded values are not recommended for survey control.
 AW0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0292.See file dsdata.txt to determine how the superseded data were derived.
 AW0292
 AW0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN518976(NAD 83)
 AW0292_MARKER: I = METAL ROD
 AW0292_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0292_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0292_STAMPING: H 1251 1978
 AW0292_MARK LOGO: NGS   
 AW0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0292+STABILITY: POSITION/ELEVATION WELL
 AW0292
 AW0292  HISTORY     - Date     Condition        Report By
 AW0292  HISTORY     - 1978     MONUMENTED       NGS
 AW0292  HISTORY     - 1981     GOOD             NGS
 AW0292  HISTORY     - 1983     GOOD             NGS
 AW0292  HISTORY     - 1986     GOOD             NGS
 AW0292  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0292  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0292  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 AW0292  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0292
 AW0292                          STATION DESCRIPTION
 AW0292
 AW0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0292'4.5 MI EAST FROM ADDICKS.
 AW0292'4.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0292'RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, 0.2 MILE WEST OF
 AW0292'WEST BELT DRIVE, 97.7 FEET WEST OF BENCH MARK J 1251, 80.5 FEET
 AW0292'SOUTHEAST OF RAILROAD MILE POST 1071, 40 FEET SOUTH OF THE SOUTH RAIL,
 AW0292'AND 36 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND ACCESS ROAD.
 AW0292'NOTE=THE SLEEVE DEPTH IS 40 FEET.
 AW0292
 AW0292                          STATION RECOVERY (1981)
 AW0292
 AW0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0292'RECOVERED IN GOOD CONDITION.
 AW0292
 AW0292                          STATION RECOVERY (1983)
 AW0292
 AW0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0292'RECOVERED IN GOOD CONDITION.  NOTE, NO WITNESS
 AW0292'POST WAS RESET DUE TO MOWING IN THE AREA.
 AW0292
 AW0292                          STATION RECOVERY (1986)
 AW0292
 AW0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0292'RECOVERED IN GOOD CONDITION.
 AW0292
 AW0292                          STATION RECOVERY (1987)
 AW0292
 AW0292'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0292'MARK NOT FOUND.
 AW0292
 AW0292                          STATION RECOVERY (1989)
 AW0292
 AW0292'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0292'MARK NOT FOUND.
 AW0292
 AW0292                          STATION RECOVERY (1994)
 AW0292
 AW0292'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0292'MARK NOT FOUND.
 AW0292
 AW0292                          STATION RECOVERY (2004)
 AW0292
 AW0292'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2432 ***********************************************************************
 AX2432  DESIGNATION -  H 1252
 AX2432  PID         -  AX2432
 AX2432  STATE/COUNTY-  TX/AUSTIN
 AX2432  USGS QUAD   -  WALLIS (1980)
 AX2432
 AX2432                         *CURRENT SURVEY CONTROL
 AX2432  ___________________________________________________________________
 AX2432* NAD 83(1986)-  29 40 30.     (N)    096 07 11.     (W)     SCALED    
 AX2432* NAVD 88     -        43.53   (+/-2cm)     142.8    (feet)  VERTCON   
 AX2432  ___________________________________________________________________
 AX2432  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX2432
 AX2432  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2432
 AX2432.The horizontal coordinates were scaled from a topographic map and have
 AX2432.an estimated accuracy of +/- 6 seconds.
 AX2432
 AX2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2432.The vertical order pertains to the NGVD 29 superseded value.
 AX2432
 AX2432.The geoid height was determined by GEOID03.
 AX2432
 AX2432;                    North         East    Units  Estimated Accuracy
 AX2432;SPC TXSC     - 4,207,540.      878,750.      MT  (+/- 180 meters Scaled)
 AX2432
 AX2432                          SUPERSEDED SURVEY CONTROL
 AX2432
 AX2432  NGVD 29 (??/??/92)   43.518  (m)          142.78   (f) ADJ UNCH    1 1
 AX2432
 AX2432.Superseded values are not recommended for survey control.
 AX2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2432.See file dsdata.txt to determine how the superseded data were derived.
 AX2432
 AX2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT787862(NAD 83)
 AX2432_MARKER: DB = BENCH MARK DISK
 AX2432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2432_STAMPING: H 1252 1978
 AX2432_MARK LOGO: NGS   
 AX2432_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AX2432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2432+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AX2432
 AX2432  HISTORY     - Date     Condition        Report By
 AX2432  HISTORY     - 1978     MONUMENTED       NGS
 AX2432  HISTORY     - 19780615 SEE DESCRIPTION  NGS
 AX2432  HISTORY     - 1988     GOOD             USPSQD
 AX2432  HISTORY     - 20040329 GOOD             USPSQD
 AX2432
 AX2432                          STATION DESCRIPTION
 AX2432
 AX2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AX2432'THE STATION IS LOCATED 7.7 MILE (12.4 KM) SOUTH ALONG THE GULD,
 AX2432'COLORADO AND SANTA FE RAILROAD FROM THE STATION AT SEALY.  MARK IS SET
 AX2432'AT A ROAD CROSSING WITH A WOODEN BRIDGE OVER THE DITCH ON THE
 AX2432'SOUTHWEST SIDE OF THE TRACKS, SET INSIDE OF A PASTURE 79 FT (24.1 M)
 AX2432'SORTHEAST OF THE NORTH CORNER OF THE BRIDGE, 47 FT (14.3 M) NORTHEAST
 AX2432'OF THE NORTHEAST RAIL IOF THE MAIN TRACKS, 17 FT (5.2 M) NORTHWEST OF
 AX2432'THE CENTERLINE OF THE DIRT ROAD CROSSING THE TRACKS, AND 2 FT (0.6 M)
 AX2432'NORTHWEST OF A POWER POLE.  DISK IS LEVEL WITH THE GROUND TO WHICH
 AX2432'ACCESS IT TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.  A DISK ON
 AX2432'TOP IF A COPPER-COATED STEEL ROD TO A DEPTH OF 28 FT (8.5 M) ENCASED
 AX2432'IN A PIPE PROJECTING P3 INCHES.
 AX2432
 AX2432                          STATION RECOVERY (1988)
 AX2432
 AX2432'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AX2432'RECOVERED IN GOOD CONDITION.
 AX2432
 AX2432                          STATION RECOVERY (2004)
 AX2432
 AX2432'RECOVERY NOTE BY US POWER SQUADRON 2004
 AX2432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0320 ***********************************************************************
 AW0320  DESIGNATION -  H 1253
 AW0320  PID         -  AW0320
 AW0320  STATE/COUNTY-  TX/HARRIS
 AW0320  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0320
 AW0320                         *CURRENT SURVEY CONTROL
 AW0320  ___________________________________________________________________
 AW0320* NAD 83(1986)-  29 47 00.     (N)    095 26 42.     (W)     SCALED    
 AW0320* NAVD 88     -        18.831  (meters)      61.78   (feet)  ADJUSTED  
 AW0320  ___________________________________________________________________
 AW0320  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW0320  DYNAMIC HT  -          18.806 (meters)      61.70  (feet)  COMP
 AW0320  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0320
 AW0320  VERT ORDER  -  FIRST     CLASS II
 AW0320
 AW0320.The horizontal coordinates were scaled from a topographic map and have
 AW0320.an estimated accuracy of +/- 6 seconds.
 AW0320
 AW0320.The orthometric height was determined by differential leveling
 AW0320.and adjusted by the National Geodetic Survey in July 2002..
 AW0320
 AW0320.The geoid height was determined by GEOID03.
 AW0320
 AW0320.The dynamic height is computed by dividing the NAVD 88
 AW0320.geopotential number by the normal gravity value computed on the
 AW0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0320.degrees latitude (g = 980.6199 gals.).
 AW0320
 AW0320.The modeled gravity was interpolated from observed gravity values.
 AW0320
 AW0320;                    North         East    Units  Estimated Accuracy
 AW0320;SPC TXSC     - 4,221,340.      943,660.      MT  (+/- 180 meters Scaled)
 AW0320
 AW0320                          SUPERSEDED SURVEY CONTROL
 AW0320
 AW0320  NAVD 88 (06/15/91)   19.019  (m)           62.40   (f) UNKNOWN     1 2
 AW0320  NGVD 29 (12/23/87)   19.014  (m)           62.38   (f) ADJUSTED    1 2
 AW0320
 AW0320.Superseded values are not recommended for survey control.
 AW0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0320.See file dsdata.txt to determine how the superseded data were derived.
 AW0320
 AW0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN636972(NAD 83)
 AW0320_MARKER: I = METAL ROD
 AW0320_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0320_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0320_STAMPING: H 1253 1978
 AW0320_MARK LOGO: NGS   
 AW0320_PROJECTION: RECESSED 1 CENTIMETERS
 AW0320_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0320+STABILITY: POSITION/ELEVATION WELL
 AW0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0320+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0320_ROD/PIPE-DEPTH: 14.6 meters
 AW0320_SLEEVE-DEPTH  : 12.1 meters
 AW0320
 AW0320  HISTORY     - Date     Condition        Report By
 AW0320  HISTORY     - 1978     MONUMENTED       NGS
 AW0320  HISTORY     - 1981     GOOD             NGS
 AW0320  HISTORY     - 1983     GOOD             NGS
 AW0320  HISTORY     - 1986     GOOD             NGS
 AW0320  HISTORY     - 1987     GOOD             USPSQD
 AW0320  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0320  HISTORY     - 1991     GOOD             USPSQD
 AW0320  HISTORY     - 19931023 GOOD             USPSQD
 AW0320  HISTORY     - 19960204 GOOD             NGS
 AW0320
 AW0320                          STATION DESCRIPTION
 AW0320
 AW0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0320'5.9 MI WEST FROM HOUSTON.
 AW0320'5.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0320'SWITCH CONTROL BUILDING NUMBER 108 IN HOUSTON, AND THENCE 0.1 MILE
 AW0320'EAST-SOUTHEAST ALONG KATY ROAD, 68.5 FEET EAST OF BENCH MARK G 1253,
 AW0320'24 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF KATY
 AW0320'ROAD, AND 23.5 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANES.
 AW0320'SLEEVE DEPTH IS 40 FEET, MARK IS SET BELOW THE GROUND, ACCESS TO WHICH
 AW0320'CAN BE HAD THROUGH A METAL LOGO CAP.
 AW0320
 AW0320                          STATION RECOVERY (1981)
 AW0320
 AW0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0320'RECOVERED IN GOOD CONDITION.
 AW0320
 AW0320                          STATION RECOVERY (1983)
 AW0320
 AW0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0320'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0320'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0320'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0320'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0320'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 9.3 KM (5.8 MI) WEST-NORTHWEST
 AW0320'ALONG THE RAILROAD, THENCE 0.2 KM (0.1 MI) EAST-SOUTHEAST ALONG KATY
 AW0320'ROAD TO THE MARK, SET IN THE MEDIAN, 20.8 METERS (68.5 FT) EAST OF
 AW0320'BENCH MARK G 1253, 7.3 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF THE
 AW0320'WESTBOUND LANES OF THE ROAD, AND 7.1 METERS (23.5 FT) NORTH OF THE
 AW0320'CENTERLINE OF THE EASTBOUND LANES OF THE ROAD.
 AW0320'THE MARK IS 0.3 M ABOVE ROAD.
 AW0320
 AW0320                          STATION RECOVERY (1986)
 AW0320
 AW0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0320'RECOVERED IN GOOD CONDITION.
 AW0320
 AW0320                          STATION RECOVERY (1987)
 AW0320
 AW0320'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0320'RECOVERED IN GOOD CONDITION.
 AW0320
 AW0320                          STATION RECOVERY (1990)
 AW0320
 AW0320'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW0320'MARK NOT FOUND.
 AW0320
 AW0320                          STATION RECOVERY (1991)
 AW0320
 AW0320'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AW0320'RECOVERED IN GOOD CONDITION.
 AW0320
 AW0320                          STATION RECOVERY (1993)
 AW0320
 AW0320'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0320'RECOVERED IN GOOD CONDITION.
 AW0320
 AW0320                          STATION RECOVERY (1996)
 AW0320
 AW0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0320'1.7 KM (1.05 MI) WESTERLY ALONG KATY ROAD FROM THE JUNCTION OF
 AW0320'INTERSTATE HIGHWAY 10 IN HOUSTON, IN THE MEDIAN OF THE ROAD, 20.8 M
 AW0320'(68.2 FT) EAST OF BENCH MARK G 1253, 10.3 M (33.8 FT) EAST OF THE
 AW0320'EXTENDED CENTER OF THE CENTER 1 OF 3 DRIVEWAYS LEADING TO THE WALKER
 AW0320'ZANGER BUILDING, 8.9 M (29.2 FT) WEST OF BENCH MARK J 1253, 2.8 M (9.2
 AW0320'FT) NORTH OF THE NORTH CURB OF THE EASTBOUND LANES OF THE ROAD, AND
 AW0320'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 AW0320'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1842 ***********************************************************************
 AW1842  DESIGNATION -  H 1254
 AW1842  PID         -  AW1842
 AW1842  STATE/COUNTY-  TX/HARRIS
 AW1842  USGS QUAD   -  WARREN LAKE (1980)
 AW1842
 AW1842                         *CURRENT SURVEY CONTROL
 AW1842  ___________________________________________________________________
 AW1842* NAD 83(1986)-  29 59 35.     (N)    095 45 13.     (W)     SCALED    
 AW1842* NAVD 88     -        50.793  (meters)     166.64   (feet)  ADJUSTED  
 AW1842  ___________________________________________________________________
 AW1842  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1842  DYNAMIC HT  -          50.724 (meters)     166.42  (feet)  COMP
 AW1842  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 AW1842
 AW1842  VERT ORDER  -  FIRST     CLASS II
 AW1842
 AW1842.The horizontal coordinates were scaled from a topographic map and have
 AW1842.an estimated accuracy of +/- 6 seconds.
 AW1842
 AW1842.The orthometric height was determined by differential leveling
 AW1842.and adjusted by the National Geodetic Survey in June 1991..
 AW1842
 AW1842.The geoid height was determined by GEOID03.
 AW1842
 AW1842.The dynamic height is computed by dividing the NAVD 88
 AW1842.geopotential number by the normal gravity value computed on the
 AW1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1842.degrees latitude (g = 980.6199 gals.).
 AW1842
 AW1842.The modeled gravity was interpolated from observed gravity values.
 AW1842
 AW1842;                    North         East    Units  Estimated Accuracy
 AW1842;SPC TXSC     - 4,243,710.      913,190.      MT  (+/- 180 meters Scaled)
 AW1842
 AW1842                          SUPERSEDED SURVEY CONTROL
 AW1842
 AW1842  NGVD 29 (12/23/87)   50.786  (m)          166.62   (f) ADJUSTED    1 2
 AW1842
 AW1842.Superseded values are not recommended for survey control.
 AW1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1842.See file dsdata.txt to determine how the superseded data were derived.
 AW1842
 AW1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP343212(NAD 83)
 AW1842_MARKER: I = METAL ROD
 AW1842_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1842_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1842_STAMPING: H 1254 1978
 AW1842_MARK LOGO: NGS   
 AW1842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1842+STABILITY: POSITION/ELEVATION WELL
 AW1842
 AW1842  HISTORY     - Date     Condition        Report By
 AW1842  HISTORY     - 1978     MONUMENTED       NGS
 AW1842  HISTORY     - 1981     GOOD             NGS
 AW1842  HISTORY     - 1986     GOOD             NGS
 AW1842  HISTORY     - 1987     GOOD             USPSQD
 AW1842  HISTORY     - 1990     GOOD             USPSQD
 AW1842  HISTORY     - 19940205 GOOD             USPSQD
 AW1842
 AW1842                          STATION DESCRIPTION
 AW1842
 AW1842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1842'3.8 MI NW FROM CYPRESS.
 AW1842'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1842'CYPRESS SPRING ROAT IN CYPRESS, ABOUT 0.2 MILE NORTHWEST OF A CROSS-
 AW1842'OVER FOR THE HIGHWAY, 104.5 FEET NORTHWEST OF BENCH MARK G 1254,
 AW1842'49.7 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 45.6 FEET SOUTHWEST OF
 AW1842'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.  SLEEVE IS SET
 AW1842'AT A DEPTH OF 40 FEET.
 AW1842
 AW1842                          STATION RECOVERY (1981)
 AW1842
 AW1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1842'RECOVERED IN GOOD CONDITION.
 AW1842
 AW1842                          STATION RECOVERY (1986)
 AW1842
 AW1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1842'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--1.0 M
 AW1842'(3.3 FT) NORTHEAST OF A WITNESS POST.
 AW1842
 AW1842                          STATION RECOVERY (1987)
 AW1842
 AW1842'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1842'RECOVERED IN GOOD CONDITION.
 AW1842
 AW1842                          STATION RECOVERY (1990)
 AW1842
 AW1842'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1842'RECOVERED IN GOOD CONDITION.
 AW1842
 AW1842                          STATION RECOVERY (1994)
 AW1842
 AW1842'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0113 ***********************************************************************
 AW0113  DESIGNATION -  H 1255
 AW0113  PID         -  AW0113
 AW0113  STATE/COUNTY-  TX/BRAZORIA
 AW0113  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW0113
 AW0113                         *CURRENT SURVEY CONTROL
 AW0113  ___________________________________________________________________
 AW0113* NAD 83(1986)-  29 01 56.     (N)    095 10 48.     (W)     SCALED    
 AW0113* NAVD 88     -         2.53   (+/-2cm)       8.3    (feet)  VERTCON   
 AW0113  ___________________________________________________________________
 AW0113  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AW0113
 AW0113  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0113
 AW0113.The horizontal coordinates were scaled from a topographic map and have
 AW0113.an estimated accuracy of +/- 6 seconds.
 AW0113
 AW0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0113.The vertical order pertains to the NGVD 29 superseded value.
 AW0113
 AW0113.The geoid height was determined by GEOID03.
 AW0113
 AW0113;                    North         East    Units  Estimated Accuracy
 AW0113;SPC TXSC     - 4,138,950.      971,990.      MT  (+/- 180 meters Scaled)
 AW0113
 AW0113                          SUPERSEDED SURVEY CONTROL
 AW0113
 AW0113  NGVD 29 (??/??/92)    2.538  (m)            8.33   (f) ADJ UNCH    1 1
 AW0113
 AW0113.Superseded values are not recommended for survey control.
 AW0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0113.See file dsdata.txt to determine how the superseded data were derived.
 AW0113
 AW0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN877135(NAD 83)
 AW0113_MARKER: DB = BENCH MARK DISK
 AW0113_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0113_SP_SET: STAINLESS STEEL ROD
 AW0113_STAMPING: H 1255 1978
 AW0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0113
 AW0113  HISTORY     - Date     Condition        Report By
 AW0113  HISTORY     - 1978     MONUMENTED       NGS
 AW0113  HISTORY     - 1988     GOOD             USPSQD
 AW0113  HISTORY     - 1988     GOOD             USPSQD
 AW0113  HISTORY     - 1989     GOOD             USPSQD
 AW0113  HISTORY     - 1989     GOOD             USPSQD
 AW0113  HISTORY     - 1989     GOOD             USPSQD
 AW0113  HISTORY     - 1990     GOOD             USPSQD
 AW0113  HISTORY     - 19910518 GOOD             USPSQD
 AW0113  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW0113  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW0113
 AW0113                          STATION DESCRIPTION
 AW0113
 AW0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0113'8.9 MI NE FROM SURFSIDE.
 AW0113'8.9 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF
 AW0113'STATE HIGHWAY 332 IN SURFSIDE, ALSO 4.9 MILES SOUTHWEST OF THE
 AW0113'SOUTHWEST END OF THE SAN LUIS PASS VACEK BRIDGE, 58 FT EAST
 AW0113'OF THE CENTERLINE OF THE HIGHWAY, 95 FT SOUTH OF A HISTORICAL
 AW0113'PLAQUE, 85 FT SOUTH OF A SAND ROAD LEADING SOUTHEAST TO THE
 AW0113'BEACH.
 AW0113
 AW0113                          STATION RECOVERY (1988)
 AW0113
 AW0113'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0113'RECOVERED IN GOOD CONDITION.
 AW0113
 AW0113                          STATION RECOVERY (1988)
 AW0113
 AW0113'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0113'RECOVERED IN GOOD CONDITION.
 AW0113
 AW0113                          STATION RECOVERY (1989)
 AW0113
 AW0113'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0113'RECOVERED IN GOOD CONDITION.
 AW0113
 AW0113                          STATION RECOVERY (1989)
 AW0113
 AW0113'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0113'RECOVERED IN GOOD CONDITION.
 AW0113
 AW0113                          STATION RECOVERY (1989)
 AW0113
 AW0113'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0113'RECOVERED IN GOOD CONDITION.
 AW0113
 AW0113                          STATION RECOVERY (1990)
 AW0113
 AW0113'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0113'RECOVERED IN GOOD CONDITION.
 AW0113
 AW0113                          STATION RECOVERY (1991)
 AW0113
 AW0113'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0113'RECOVERED IN GOOD CONDITION.
 AW0113
 AW0113                          STATION RECOVERY (2004)
 AW0113
 AW0113'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0113'MARK NOT FOUND.
 AW0113
 AW0113                          STATION RECOVERY (2005)
 AW0113
 AW0113'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0121 ***********************************************************************
 AM0121  DESIGNATION -  H 1256
 AM0121  PID         -  AM0121
 AM0121  STATE/COUNTY-  TX/MATAGORDA
 AM0121  USGS QUAD   -  BAY CITY (1972)
 AM0121
 AM0121                         *CURRENT SURVEY CONTROL
 AM0121  ___________________________________________________________________
 AM0121* NAD 83(1986)-  28 53 08.     (N)    095 57 10.     (W)     SCALED    
 AM0121* NAVD 88     -        10.14   (+/-2cm)      33.3    (feet)  VERTCON   
 AM0121  ___________________________________________________________________
 AM0121  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AM0121
 AM0121  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0121
 AM0121.The horizontal coordinates were scaled from a topographic map and have
 AM0121.an estimated accuracy of +/- 6 seconds.
 AM0121
 AM0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0121.The vertical order pertains to the NGVD 29 superseded value.
 AM0121
 AM0121.The geoid height was determined by GEOID03.
 AM0121
 AM0121;                    North         East    Units  Estimated Accuracy
 AM0121;SPC TXSC     - 4,120,490.      897,180.      MT  (+/- 180 meters Scaled)
 AM0121
 AM0121                          SUPERSEDED SURVEY CONTROL
 AM0121
 AM0121  NGVD 29 (??/??/92)   10.178  (m)           33.39   (f) ADJ UNCH    1 1
 AM0121
 AM0121.Superseded values are not recommended for survey control.
 AM0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0121.See file dsdata.txt to determine how the superseded data were derived.
 AM0121
 AM0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM120988(NAD 83)
 AM0121_MARKER: DB = BENCH MARK DISK
 AM0121_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0121_SP_SET: STAINLESS STEEL ROD
 AM0121_STAMPING: H 1256 1978
 AM0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0121+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0121
 AM0121  HISTORY     - Date     Condition        Report By
 AM0121  HISTORY     - 1978     MONUMENTED       NGS
 AM0121  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0121  HISTORY     - 20060316 GOOD             USPSQD
 AM0121
 AM0121                          STATION DESCRIPTION
 AM0121
 AM0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0121'3.8 MI NORTH FROM WADSWORTH.
 AM0121'3.8 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE AT
 AM0121'WADSWORTH, 144 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 29 FT
 AM0121'SOUTH OF THE CENTER LINE OF A SHELL ROAD LEADING EAST, 43 FT EAST
 AM0121'OF THE SOUTHEAST CORNER OF A SMALL WOODEN BRIDGE OVER AN IRRIGATION
 AM0121'DITCH, 2 FT NORTH OF A FENCE, DRIVEN TO GRADUAL REFUSAL AT A DEPTH
 AM0121'OF 16 FT, AND MIDWAY BETWEEN TWO WITNESS POST.
 AM0121
 AM0121                          STATION RECOVERY (1998)
 AM0121
 AM0121'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0121'MARK NOT FOUND.
 AM0121
 AM0121                          STATION RECOVERY (2006)
 AM0121
 AM0121'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0121'FOUND AS DESCRIBED.  IT IS 2 FOOT NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1827 ***********************************************************************
 AN1827  DESIGNATION -  H 1257
 AN1827  PID         -  AN1827
 AN1827  STATE/COUNTY-  TX/VICTORIA
 AN1827  USGS QUAD   -  MC FADDIN (1987)
 AN1827
 AN1827                         *CURRENT SURVEY CONTROL
 AN1827  ___________________________________________________________________
 AN1827* NAD 83(1986)-  28 33 06.     (N)    097 01 03.     (W)     SCALED    
 AN1827* NAVD 88     -        22.875  (meters)      75.05   (feet)  ADJUSTED  
 AN1827  ___________________________________________________________________
 AN1827  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1827  DYNAMIC HT  -          22.841 (meters)      74.94  (feet)  COMP
 AN1827  MODELED GRAV-     979,176.7   (mgal)                       NAVD 88
 AN1827
 AN1827  VERT ORDER  -  FIRST     CLASS I
 AN1827
 AN1827.The horizontal coordinates were scaled from a topographic map and have
 AN1827.an estimated accuracy of +/- 6 seconds.
 AN1827
 AN1827.The orthometric height was determined by differential leveling
 AN1827.and adjusted by the National Geodetic Survey in June 1991..
 AN1827
 AN1827.The geoid height was determined by GEOID03.
 AN1827
 AN1827.The dynamic height is computed by dividing the NAVD 88
 AN1827.geopotential number by the normal gravity value computed on the
 AN1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1827.degrees latitude (g = 980.6199 gals.).
 AN1827
 AN1827.The modeled gravity was interpolated from observed gravity values.
 AN1827
 AN1827;                    North         East    Units  Estimated Accuracy
 AN1827;SPC TXSC     - 4,081,260.      793,980.      MT  (+/- 180 meters Scaled)
 AN1827
 AN1827                          SUPERSEDED SURVEY CONTROL
 AN1827
 AN1827  NGVD 29 (??/??/92)   23.013  (m)           75.50   (f) ADJ UNCH    1 1
 AN1827
 AN1827.Superseded values are not recommended for survey control.
 AN1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1827.See file dsdata.txt to determine how the superseded data were derived.
 AN1827
 AN1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS939599(NAD 83)
 AN1827_MARKER: DB = BENCH MARK DISK
 AN1827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1827_SP_SET: STAINLESS STEEL ROD
 AN1827_STAMPING: H 1257 1978
 AN1827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1827
 AN1827  HISTORY     - Date     Condition        Report By
 AN1827  HISTORY     - 1978     MONUMENTED       NGS
 AN1827
 AN1827                          STATION DESCRIPTION
 AN1827
 AN1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1827'0.4 MI SW FROM MCFADDIN.
 AN1827'0.4 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN1827'POST OFFICE AT MCFADDIN, 34 FT NORTHWEST OF THE NORTHWEST RAIL,
 AN1827'174 FT SOUTHWEST OF A RAILROAD SIGNAL BOX, AT THE FIRST TELEGRAPH
 AN1827'POLE SOUTHWEST OF THE SIGNAL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1829 ***********************************************************************
 AN1829  DESIGNATION -  H 1258
 AN1829  PID         -  AN1829
 AN1829  STATE/COUNTY-  TX/REFUGIO
 AN1829  USGS QUAD   -  MC FADDIN (1987)
 AN1829
 AN1829                         *CURRENT SURVEY CONTROL
 AN1829  ___________________________________________________________________
 AN1829* NAD 83(1986)-  28 31 16.     (N)    097 02 51.     (W)     SCALED    
 AN1829* NAVD 88     -        21.222  (meters)      69.63   (feet)  ADJUSTED  
 AN1829  ___________________________________________________________________
 AN1829  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1829  DYNAMIC HT  -          21.191 (meters)      69.52  (feet)  COMP
 AN1829  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 AN1829
 AN1829  VERT ORDER  -  FIRST     CLASS I
 AN1829
 AN1829.The horizontal coordinates were scaled from a topographic map and have
 AN1829.an estimated accuracy of +/- 6 seconds.
 AN1829
 AN1829.The orthometric height was determined by differential leveling
 AN1829.and adjusted by the National Geodetic Survey in June 1991..
 AN1829
 AN1829.The geoid height was determined by GEOID03.
 AN1829
 AN1829.The dynamic height is computed by dividing the NAVD 88
 AN1829.geopotential number by the normal gravity value computed on the
 AN1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1829.degrees latitude (g = 980.6199 gals.).
 AN1829
 AN1829.The modeled gravity was interpolated from observed gravity values.
 AN1829
 AN1829;                    North         East    Units  Estimated Accuracy
 AN1829;SPC TXSC     - 4,077,820.      791,100.      MT  (+/- 180 meters Scaled)
 AN1829
 AN1829                          SUPERSEDED SURVEY CONTROL
 AN1829
 AN1829  NGVD 29 (??/??/92)   21.363  (m)           70.09   (f) ADJ UNCH    1 1
 AN1829
 AN1829.Superseded values are not recommended for survey control.
 AN1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1829.See file dsdata.txt to determine how the superseded data were derived.
 AN1829
 AN1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS910564(NAD 83)
 AN1829_MARKER: DB = BENCH MARK DISK
 AN1829_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1829_SP_SET: STAINLESS STEEL ROD
 AN1829_STAMPING: H 1258 1978
 AN1829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1829+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 AN1829
 AN1829  HISTORY     - Date     Condition        Report By
 AN1829  HISTORY     - 1978     MONUMENTED       NGS
 AN1829  HISTORY     - 19990928 GOOD             JCLS
 AN1829  HISTORY     - 20020913 GOOD             USPSQD
 AN1829
 AN1829                          STATION DESCRIPTION
 AN1829
 AN1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1829'3.2 MI SW FROM MC FADDIN.
 AN1829'3.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN1829'POST OFFICE IN MC FADDIN, AT A HIGHWAY CROSSING, 76 FEET NORTHWEST
 AN1829'OF THE NORTHWEST RAIL, 66 FEET WEST OF A RAILROAD SIGNAL BOX, 106
 AN1829'FEET NORTHEAST OF THE CENTER OF A PAVED ROAD, 48 FEET SOUTHWEST
 AN1829'OF A FENCE CORNER AND 2 FEET SOUTHEAST OF A WIRE FENCE.
 AN1829
 AN1829                          STATION RECOVERY (1999)
 AN1829
 AN1829'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 AN1829'RECOVERED IN GOOD CONDITION.
 AN1829
 AN1829                          STATION RECOVERY (2002)
 AN1829
 AN1829'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AN1829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0075 ***********************************************************************
 AO0075  DESIGNATION -  H 126 RESET 1966
 AO0075  PID         -  AO0075
 AO0075  STATE/COUNTY-  TX/LIVE OAK
 AO0075  USGS QUAD   -  THREE RIVERS (1984)
 AO0075
 AO0075                         *CURRENT SURVEY CONTROL
 AO0075  ___________________________________________________________________
 AO0075* NAD 83(1986)-  28 25 24.     (N)    098 10 36.     (W)     SCALED    
 AO0075* NAVD 88     -        52.72   (meters)     173.0    (feet)  RESET     
 AO0075  ___________________________________________________________________
 AO0075  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AO0075
 AO0075  VERT ORDER  -  THIRD
 AO0075
 AO0075.The horizontal coordinates were scaled from a topographic map and have
 AO0075.an estimated accuracy of +/- 6 seconds.
 AO0075
 AO0075.The orthometric height was computed from unverified reset data.
 AO0075
 AO0075.The geoid height was determined by GEOID03.
 AO0075
 AO0075;                    North         East    Units  Estimated Accuracy
 AO0075;SPC TXSC     - 4,065,670.      680,660.      MT  (+/- 180 meters Scaled)
 AO0075
 AO0075                          SUPERSEDED SURVEY CONTROL
 AO0075
 AO0075.No superseded survey control is available for this station.
 AO0075
 AO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS806443(NAD 83)
 AO0075_MARKER: DB = BENCH MARK DISK
 AO0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0075_SP_SET: PARAPET WALL
 AO0075_STAMPING: H 126 RESET 1966
 AO0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0075
 AO0075  HISTORY     - Date     Condition        Report By
 AO0075  HISTORY     - 1966     MONUMENTED       CGS
 AO0075
 AO0075                          STATION DESCRIPTION
 AO0075
 AO0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AO0075'2.5 MI S FROM THREE RIVERS.
 AO0075'ABOUT 2.5 MILES SOUTH ALONG THE THREE RIVERS-GEORGE WEST HIGHWAY FROM
 AO0075'THREE RIVERS, LIVE OAK COUNTY, AT AN OVERHEAD CROSSING OF THE SAN
 AO0075'ANTONIO, UVALDE AND GULF RAILROAD, AND IN THE TOP OF THE PARAPET WALL
 AO0075'AT THE SOUTH END OF THE EAST CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0111 ***********************************************************************
 AO0111  DESIGNATION -  H 127
 AO0111  PID         -  AO0111
 AO0111  STATE/COUNTY-  TX/MCMULLEN
 AO0111  USGS QUAD   -  ROCKAWAY CREEK (1969)
 AO0111
 AO0111                         *CURRENT SURVEY CONTROL
 AO0111  ___________________________________________________________________
 AO0111* NAD 83(1986)-  28 24 47.     (N)    098 37 43.     (W)     SCALED    
 AO0111* NAVD 88     -        83.528  (meters)     274.04   (feet)  ADJUSTED  
 AO0111  ___________________________________________________________________
 AO0111  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AO0111  DYNAMIC HT  -          83.403 (meters)     273.63  (feet)  COMP
 AO0111  MODELED GRAV-     979,157.1   (mgal)                       NAVD 88
 AO0111
 AO0111  VERT ORDER  -  SECOND    CLASS 0
 AO0111
 AO0111.The horizontal coordinates were scaled from a topographic map and have
 AO0111.an estimated accuracy of +/- 6 seconds.
 AO0111
 AO0111.The orthometric height was determined by differential leveling
 AO0111.and adjusted by the National Geodetic Survey in June 1991..
 AO0111
 AO0111.The geoid height was determined by GEOID03.
 AO0111
 AO0111.The dynamic height is computed by dividing the NAVD 88
 AO0111.geopotential number by the normal gravity value computed on the
 AO0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0111.degrees latitude (g = 980.6199 gals.).
 AO0111
 AO0111.The modeled gravity was interpolated from observed gravity values.
 AO0111
 AO0111;                    North         East    Units  Estimated Accuracy
 AO0111;SPC TXSC     - 4,064,310.      636,390.      MT  (+/- 180 meters Scaled)
 AO0111
 AO0111                          SUPERSEDED SURVEY CONTROL
 AO0111
 AO0111  NGVD 29 (??/??/92)   83.492  (m)          273.92   (f) ADJ UNCH    2 0
 AO0111
 AO0111.Superseded values are not recommended for survey control.
 AO0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0111.See file dsdata.txt to determine how the superseded data were derived.
 AO0111
 AO0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS363430(NAD 83)
 AO0111_MARKER: DB = BENCH MARK DISK
 AO0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0111_STAMPING: 273.9 H 127 1933
 AO0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0111+STABILITY: SURFACE MOTION
 AO0111
 AO0111  HISTORY     - Date     Condition        Report By
 AO0111  HISTORY     - 1933     MONUMENTED       CGS
 AO0111  HISTORY     - 1941     GOOD             NGS
 AO0111
 AO0111                          STATION DESCRIPTION
 AO0111
 AO0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AO0111'6.3 MI SW FROM TILDEN.
 AO0111'6.3 MILES SOUTHWEST ALONG THE ROAD LEADING TO FOWLERTON FROM TILDEN,
 AO0111'MCMULLEN COUNTY, AT A CURVE IN THE ROAD FROM WEST TO SOUTHWEST, 100
 AO0111'YARDS WEST OF A PLANK BRIDGE, AND 30 FEET NORTH OF THE CENTERLINE OF
 AO0111'THE ROAD.  A STANDARD DISK, STAMPED 273.9 H 127 1933 AND SET IN THE
 AO0111'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0078 ***********************************************************************
 AH0078  DESIGNATION -  H 1271
 AH0078  PID         -  AH0078
 AH0078  STATE/COUNTY-  TX/NUECES
 AH0078  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0078
 AH0078                         *CURRENT SURVEY CONTROL
 AH0078  ___________________________________________________________________
 AH0078* NAD 83(1986)-  27 47 12.     (N)    097 25 33.     (W)     SCALED    
 AH0078* NAVD 88     -        11.658  (meters)      38.25   (feet)  ADJUSTED  
 AH0078  ___________________________________________________________________
 AH0078  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH0078  DYNAMIC HT  -          11.640 (meters)      38.19  (feet)  COMP
 AH0078  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AH0078
 AH0078  VERT ORDER  -  FIRST     CLASS I
 AH0078
 AH0078.The horizontal coordinates were scaled from a topographic map and have
 AH0078.an estimated accuracy of +/- 6 seconds.
 AH0078
 AH0078.The orthometric height was determined by differential leveling
 AH0078.and adjusted by the National Geodetic Survey in June 1991..
 AH0078
 AH0078.The geoid height was determined by GEOID03.
 AH0078
 AH0078.The dynamic height is computed by dividing the NAVD 88
 AH0078.geopotential number by the normal gravity value computed on the
 AH0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0078.degrees latitude (g = 980.6199 gals.).
 AH0078
 AH0078.The modeled gravity was interpolated from observed gravity values.
 AH0078
 AH0078;                    North         East    Units  Estimated Accuracy
 AH0078;SPC TX S     - 5,235,340.      405,860.      MT  (+/- 180 meters Scaled)
 AH0078
 AH0078                          SUPERSEDED SURVEY CONTROL
 AH0078
 AH0078.No superseded survey control is available for this station.
 AH0078
 AH0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR550745(NAD 83)
 AH0078_MARKER: DB = BENCH MARK DISK
 AH0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0078_SP_SET: HEADWALL
 AH0078_STAMPING: H 1271 1978
 AH0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0078
 AH0078  HISTORY     - Date     Condition        Report By
 AH0078  HISTORY     - 1978     MONUMENTED       NGS
 AH0078  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0078
 AH0078                          STATION DESCRIPTION
 AH0078
 AH0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0078'IN CORPUS CHRISTI.
 AH0078'AT CORPUS CHRISTI, 130 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AH0078'TEX-TRANS BUILDING AT 2923 AGNES STREET (HIGHWAY 44), SET IN THE
 AH0078'TOP OF AND 1 FOOT EAST OF THE WEST END OF THE HEADWALL OF A LARGE
 AH0078'CONCRETE CATCH BASIN, 30 FEET NORTH OF THE CENTERLINE OF STATE
 AH0078'HIGHWAY 44 AND 20 FEET SOUTH OF THE CENTER OF THE PACIFIC SOUTHERN
 AH0078'RAILROAD TRACK.
 AH0078
 AH0078                          STATION RECOVERY (2001)
 AH0078
 AH0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0017 ***********************************************************************
 AH0017  DESIGNATION -  H 1272
 AH0017  PID         -  AH0017
 AH0017  STATE/COUNTY-  TX/NUECES
 AH0017  USGS QUAD   -  ROBSTOWN (1975)
 AH0017
 AH0017                         *CURRENT SURVEY CONTROL
 AH0017  ___________________________________________________________________
 AH0017* NAD 83(1986)-  27 50 51.     (N)    097 37 54.     (W)     SCALED    
 AH0017* NAVD 88     -        23.661  (meters)      77.63   (feet)  ADJUSTED  
 AH0017  ___________________________________________________________________
 AH0017  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH0017  DYNAMIC HT  -          23.625 (meters)      77.51  (feet)  COMP
 AH0017  MODELED GRAV-     979,123.6   (mgal)                       NAVD 88
 AH0017
 AH0017  VERT ORDER  -  FIRST     CLASS I
 AH0017
 AH0017.The horizontal coordinates were scaled from a topographic map and have
 AH0017.an estimated accuracy of +/- 6 seconds.
 AH0017
 AH0017.The orthometric height was determined by differential leveling
 AH0017.and adjusted by the National Geodetic Survey in June 1991..
 AH0017
 AH0017.The geoid height was determined by GEOID03.
 AH0017
 AH0017.The dynamic height is computed by dividing the NAVD 88
 AH0017.geopotential number by the normal gravity value computed on the
 AH0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0017.degrees latitude (g = 980.6199 gals.).
 AH0017
 AH0017.The modeled gravity was interpolated from observed gravity values.
 AH0017
 AH0017;                    North         East    Units  Estimated Accuracy
 AH0017;SPC TX S     - 5,241,920.      385,530.      MT  (+/- 180 meters Scaled)
 AH0017
 AH0017                          SUPERSEDED SURVEY CONTROL
 AH0017
 AH0017  NGVD 29 (??/??/92)   23.803  (m)           78.09   (f) ADJ UNCH    1 1
 AH0017
 AH0017.Superseded values are not recommended for survey control.
 AH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0017.See file dsdata.txt to determine how the superseded data were derived.
 AH0017
 AH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR347810(NAD 83)
 AH0017_MARKER: DB = BENCH MARK DISK
 AH0017_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0017_SP_SET: STAINLESS STEEL ROD
 AH0017_STAMPING: H 1272 1978
 AH0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0017
 AH0017  HISTORY     - Date     Condition        Report By
 AH0017  HISTORY     - 1978     MONUMENTED       NGS
 AH0017  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0017
 AH0017                          STATION DESCRIPTION
 AH0017
 AH0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0017'0.6 MI SOUTH FROM FIVE POINTS.
 AH0017'0.6 MILE SOUTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF FARM
 AH0017'ROAD 624 AT FIVE POINTS, AT A SIDE ROAD LEADING WEST, AT A HIGH
 AH0017'TENSION POWER LINE CROSSING, SET IN THE MIDDLE OF A DOUBLE POWER
 AH0017'LINE POLES, 50 FEET WEST OF THE CENTER OF THE HIGHWAY, 39 FEET
 AH0017'NORTH OF THE CENTER OF THE ROAD.
 AH0017
 AH0017                          STATION RECOVERY (2001)
 AH0017
 AH0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0017'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1841 ***********************************************************************
 AN1841  DESIGNATION -  H 1273
 AN1841  PID         -  AN1841
 AN1841  STATE/COUNTY-  TX/REFUGIO
 AN1841  USGS QUAD   -  VIDAURRI (1978)
 AN1841
 AN1841                         *CURRENT SURVEY CONTROL
 AN1841  ___________________________________________________________________
 AN1841* NAD 83(1986)-  28 24 43.     (N)    097 10 01.     (W)     SCALED    
 AN1841* NAVD 88     -        20.566  (meters)      67.47   (feet)  ADJUSTED  
 AN1841  ___________________________________________________________________
 AN1841  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1841  DYNAMIC HT  -          20.536 (meters)      67.38  (feet)  COMP
 AN1841  MODELED GRAV-     979,162.6   (mgal)                       NAVD 88
 AN1841
 AN1841  VERT ORDER  -  FIRST     CLASS I
 AN1841
 AN1841.The horizontal coordinates were scaled from a topographic map and have
 AN1841.an estimated accuracy of +/- 6 seconds.
 AN1841
 AN1841.The orthometric height was determined by differential leveling
 AN1841.and adjusted by the National Geodetic Survey in June 1991..
 AN1841
 AN1841.The geoid height was determined by GEOID03.
 AN1841
 AN1841.The dynamic height is computed by dividing the NAVD 88
 AN1841.geopotential number by the normal gravity value computed on the
 AN1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1841.degrees latitude (g = 980.6199 gals.).
 AN1841
 AN1841.The modeled gravity was interpolated from observed gravity values.
 AN1841
 AN1841;                    North         East    Units  Estimated Accuracy
 AN1841;SPC TXSC     - 4,065,540.      779,600.      MT  (+/- 180 meters Scaled)
 AN1841
 AN1841                          SUPERSEDED SURVEY CONTROL
 AN1841
 AN1841  NGVD 29 (??/??/92)   20.713  (m)           67.96   (f) ADJ UNCH    1 1
 AN1841
 AN1841.Superseded values are not recommended for survey control.
 AN1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1841.See file dsdata.txt to determine how the superseded data were derived.
 AN1841
 AN1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS795442(NAD 83)
 AN1841_MARKER: DB = BENCH MARK DISK
 AN1841_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1841_SP_SET: ABUTMENT
 AN1841_STAMPING: H 1273 1978
 AN1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1841
 AN1841  HISTORY     - Date     Condition        Report By
 AN1841  HISTORY     - 1978     MONUMENTED       NGS
 AN1841  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1841
 AN1841                          STATION DESCRIPTION
 AN1841
 AN1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1841'11.45 MI NE FROM REFUGIO.
 AN1841'11.45 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1841'REFUGIO, AT CAPANO CREEK, SET IN THE TOP OF AND 0.5 FT SOUTHEAST
 AN1841'OF THE NORTHWEST END OF THE NORTHWEST FOOTING THAT SUPPORTS THE
 AN1841'BRIDGE ABUTMENT, 18 FT NORTHWEST OF THE CENTER LINE OF THE HIGHWAY
 AN1841'1 FT NORTHWEST OF THE NORTHEAST END OF THE NORTHWEST GUARDRAIL.
 AN1841
 AN1841                          STATION RECOVERY (1994)
 AN1841
 AN1841'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1834 ***********************************************************************
 AN1834  DESIGNATION -  H 1274
 AN1834  PID         -  AN1834
 AN1834  STATE/COUNTY-  TX/REFUGIO
 AN1834  USGS QUAD   -  LAKE PASTURE (1979)
 AN1834
 AN1834                         *CURRENT SURVEY CONTROL
 AN1834  ___________________________________________________________________
 AN1834* NAD 83(1986)-  28 28 43.     (N)    097 05 35.     (W)     SCALED    
 AN1834* NAVD 88     -        22.548  (meters)      73.98   (feet)  ADJUSTED  
 AN1834  ___________________________________________________________________
 AN1834  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1834  DYNAMIC HT  -          22.515 (meters)      73.87  (feet)  COMP
 AN1834  MODELED GRAV-     979,169.4   (mgal)                       NAVD 88
 AN1834
 AN1834  VERT ORDER  -  FIRST     CLASS I
 AN1834
 AN1834.The horizontal coordinates were scaled from a topographic map and have
 AN1834.an estimated accuracy of +/- 6 seconds.
 AN1834
 AN1834.The orthometric height was determined by differential leveling
 AN1834.and adjusted by the National Geodetic Survey in June 1991..
 AN1834
 AN1834.The geoid height was determined by GEOID03.
 AN1834
 AN1834.The dynamic height is computed by dividing the NAVD 88
 AN1834.geopotential number by the normal gravity value computed on the
 AN1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1834.degrees latitude (g = 980.6199 gals.).
 AN1834
 AN1834.The modeled gravity was interpolated from observed gravity values.
 AN1834
 AN1834;                    North         East    Units  Estimated Accuracy
 AN1834;SPC TXSC     - 4,073,040.      786,720.      MT  (+/- 180 meters Scaled)
 AN1834
 AN1834                          SUPERSEDED SURVEY CONTROL
 AN1834
 AN1834  NGVD 29 (??/??/92)   22.693  (m)           74.45   (f) ADJ UNCH    1 1
 AN1834
 AN1834.Superseded values are not recommended for survey control.
 AN1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1834.See file dsdata.txt to determine how the superseded data were derived.
 AN1834
 AN1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS866517(NAD 83)
 AN1834_MARKER: DB = BENCH MARK DISK
 AN1834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1834_SP_SET: HEADWALL
 AN1834_STAMPING: H 1274 1978
 AN1834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1834
 AN1834  HISTORY     - Date     Condition        Report By
 AN1834  HISTORY     - 1978     MONUMENTED       NGS
 AN1834  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1834  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1834
 AN1834                          STATION DESCRIPTION
 AN1834
 AN1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1834'18.1 MI NE FROM REFUGIO.
 AN1834'18.1 MILES NORTHEAST ALONG U. S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1834'REFUGIO, SET IN THE TOP AND 3 FEET SOUTHWEST OF THE NORTHEAST END OF
 AN1834'THE NORTHWEST HEADWALL OF A MULTI-BOX CULVERT, 20 FEET NORTHWEST
 AN1834'OF THE CENTERLINE OF THE HIGHWAY.
 AN1834
 AN1834                          STATION RECOVERY (1994)
 AN1834
 AN1834'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1834'MARK NOT FOUND.
 AN1834
 AN1834                          STATION RECOVERY (1999)
 AN1834
 AN1834'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2435 ***********************************************************************
 AN2435  DESIGNATION -  H 1274 RESET
 AN2435  PID         -  AN2435
 AN2435  STATE/COUNTY-  TX/REFUGIO
 AN2435  USGS QUAD   -  LAKE PASTURE (1979)
 AN2435
 AN2435                         *CURRENT SURVEY CONTROL
 AN2435  ___________________________________________________________________
 AN2435* NAD 83(1986)-  28 28 43.     (N)    097 05 35.     (W)     SCALED    
 AN2435* NAVD 88     -        22.41   (meters)      73.5    (feet)  RESET     
 AN2435  ___________________________________________________________________
 AN2435  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN2435
 AN2435  VERT ORDER  -  THIRD
 AN2435
 AN2435.The horizontal coordinates were scaled from a topographic map and have
 AN2435.an estimated accuracy of +/- 6 seconds.
 AN2435
 AN2435.The orthometric height was computed from unverified reset data.
 AN2435
 AN2435.The geoid height was determined by GEOID03.
 AN2435
 AN2435;                    North         East    Units  Estimated Accuracy
 AN2435;SPC TXSC     - 4,073,040.      786,720.      MT  (+/- 180 meters Scaled)
 AN2435
 AN2435                          SUPERSEDED SURVEY CONTROL
 AN2435
 AN2435.No superseded survey control is available for this station.
 AN2435
 AN2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS866517(NAD 83)
 AN2435_MARKER: DV = VERTICAL CONTROL DISK
 AN2435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN2435_SP_SET: HEADWALL
 AN2435_STAMPING: H 1274 RESET 1985
 AN2435_MARK LOGO: NGS   
 AN2435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2435+STABILITY: SURFACE MOTION
 AN2435
 AN2435  HISTORY     - Date     Condition        Report By
 AN2435  HISTORY     - 1985     MONUMENTED       TXHD
 AN2435
 AN2435                          STATION DESCRIPTION
 AN2435
 AN2435'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1985
 AN2435'18.1 MILES (29.1 KM) NORTHEAST ALONG US HIGHWAY 77 FROM THE COURTHOUSE
 AN2435'AT REFUGIO, IN THE TOP AND 1 FOOT (0.3 M) SOUTHWEST OF THE NORTHWEST
 AN2435'CORNER OF THE LEFT HEADWALL OF A MULTI-BOX CULVERT, 31.5 FEET
 AN2435'(9.6 M) NORTHWEST OF SOUTHBOUND LANE STATION 1718+87, 2.0 FOOT
 AN2435'(0.6 M) BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1943 ***********************************************************************
 AW1943  DESIGNATION -  H 1276
 AW1943  PID         -  AW1943
 AW1943  STATE/COUNTY-  TX/HARRIS
 AW1943  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1943
 AW1943                         *CURRENT SURVEY CONTROL
 AW1943  ___________________________________________________________________
 AW1943* NAD 83(1986)-  29 35 30.     (N)    095 10 07.     (W)     SCALED    
 AW1943* NAVD 88     -         7.346  (meters)      24.10   (feet)  ADJUSTED  
 AW1943  ___________________________________________________________________
 AW1943  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1943  DYNAMIC HT  -           7.336 (meters)      24.07  (feet)  COMP
 AW1943  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW1943
 AW1943  VERT ORDER  -  FIRST     CLASS II
 AW1943
 AW1943.The horizontal coordinates were scaled from a topographic map and have
 AW1943.an estimated accuracy of +/- 6 seconds.
 AW1943
 AW1943.The orthometric height was determined by differential leveling
 AW1943.and adjusted by the National Geodetic Survey in June 1991..
 AW1943
 AW1943.The geoid height was determined by GEOID03.
 AW1943
 AW1943.The dynamic height is computed by dividing the NAVD 88
 AW1943.geopotential number by the normal gravity value computed on the
 AW1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1943.degrees latitude (g = 980.6199 gals.).
 AW1943
 AW1943.The modeled gravity was interpolated from observed gravity values.
 AW1943
 AW1943;                    North         East    Units  Estimated Accuracy
 AW1943;SPC TXSC     - 4,200,950.      971,070.      MT  (+/- 180 meters Scaled)
 AW1943
 AW1943                          SUPERSEDED SURVEY CONTROL
 AW1943
 AW1943  NGVD 29 (12/23/87)    7.343  (m)           24.09   (f) ADJUSTED    1 2
 AW1943
 AW1943.Superseded values are not recommended for survey control.
 AW1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1943.See file dsdata.txt to determine how the superseded data were derived.
 AW1943
 AW1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN899755(NAD 83)
 AW1943_MARKER: I = METAL ROD
 AW1943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1943_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1943_STAMPING: H 1276 1978
 AW1943_MARK LOGO: NGS   
 AW1943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1943+STABILITY: POSITION/ELEVATION WELL
 AW1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1943+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AW1943
 AW1943  HISTORY     - Date     Condition        Report By
 AW1943  HISTORY     - 1978     MONUMENTED       NGS
 AW1943  HISTORY     - 1981     GOOD             NGS
 AW1943  HISTORY     - 1985     GOOD             USPSQD
 AW1943  HISTORY     - 1986     GOOD             NGS
 AW1943  HISTORY     - 1987     GOOD             USPSQD
 AW1943  HISTORY     - 1987     GOOD             USPSQD
 AW1943  HISTORY     - 1987     POOR             USPSQD
 AW1943  HISTORY     - 1987     GOOD             USPSQD
 AW1943  HISTORY     - 1987     POOR             USPSQD
 AW1943  HISTORY     - 1987     GOOD             USPSQD
 AW1943  HISTORY     - 1987     GOOD             USPSQD
 AW1943  HISTORY     - 1987     GOOD             USPSQD
 AW1943  HISTORY     - 1987     GOOD             USPSQD
 AW1943  HISTORY     - 1987     GOOD             USPSQD
 AW1943  HISTORY     - 1987     GOOD             USPSQD
 AW1943  HISTORY     - 19870405 GOOD             USPSQD
 AW1943  HISTORY     - 19870412 GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1988     GOOD             USPSQD
 AW1943  HISTORY     - 1989     GOOD             USPSQD
 AW1943  HISTORY     - 1989     GOOD             USPSQD
 AW1943  HISTORY     - 1989     GOOD             USPSQD
 AW1943  HISTORY     - 1989     GOOD             USPSQD
 AW1943  HISTORY     - 1989     GOOD             USPSQD
 AW1943  HISTORY     - 1989     GOOD             USPSQD
 AW1943  HISTORY     - 1989     GOOD             USPSQD
 AW1943  HISTORY     - 1989     GOOD             USPSQD
 AW1943  HISTORY     - 1989     GOOD             USPSQD
 AW1943  HISTORY     - 1989     GOOD             USPSQD
 AW1943  HISTORY     - 1989     GOOD             USPSQD
 AW1943  HISTORY     - 1989     GOOD             USPSQD
 AW1943  HISTORY     - 1989     GOOD             USPSQD
 AW1943  HISTORY     - 1990     GOOD             USPSQD
 AW1943  HISTORY     - 1990     GOOD             USPSQD
 AW1943  HISTORY     - 19940219 GOOD             USPSQD
 AW1943  HISTORY     - 20000124 GOOD             USPSQD
 AW1943  HISTORY     - 20010331 GOOD             NGS
 AW1943  HISTORY     - 20050828 GOOD             USPSQD
 AW1943
 AW1943                          STATION DESCRIPTION
 AW1943
 AW1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1943'4.7 MI NW FROM WEBSTER.
 AW1943'ABOUT 4.7 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1943'NASA 1 HIGHWAY IN WEBSTER, 33 FEET NORTHWEST OF J 1276, 83 FEET NORTH-
 AW1943'EAST OF THE CENTERLINE OF THE HIGHWAY, 53 FEET NORTH OF A TELPHONE
 AW1943'POLE WITH A SIGN 17-00, AND 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 AW1943'THE GALVESTON, HOUSTON AND HENDERSON RAILROAD.  THE SLEEVE IS 30
 AW1943'FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1943
 AW1943                          STATION RECOVERY (1981)
 AW1943
 AW1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1985)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1986)
 AW1943
 AW1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1987)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1987)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1987)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1943'MARK RECOVERED IN POOR CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1987)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1987)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1943'MARK RECOVERED IN POOR CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1987)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1987)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1987)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1987)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1987)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1987)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1987)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1987)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1988)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1989)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1989)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1989)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1989)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1989)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1989)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1989)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1989)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1989)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1989)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1989)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1989)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1989)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1990)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1990)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (1994)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (2000)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1943'RECOVERED IN GOOD CONDITION.
 AW1943
 AW1943                          STATION RECOVERY (2001)
 AW1943
 AW1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1943'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1943
 AW1943                          STATION RECOVERY (2005)
 AW1943
 AW1943'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1943'FOUND THE MARK AS DESCRIBED. PAINTED WHITE SPOT ON THE RAILROAD TRACK
 AW1943'TO MAKE IT EASY TO FIND NEXT YEAR. THIS MARK IS 10 FOOT 6 INCHES
 AW1943'SOUTHWEST OF THE RAIL. IT IS ONLY 5 INCHES BELOW THE LEVEL OF THE
 AW1943'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1993 ***********************************************************************
 AW1993  DESIGNATION -  H 1277
 AW1993  PID         -  AW1993
 AW1993  STATE/COUNTY-  TX/HARRIS
 AW1993  USGS QUAD   -  PASADENA (1995)
 AW1993
 AW1993                         *CURRENT SURVEY CONTROL
 AW1993  ___________________________________________________________________
 AW1993* NAD 83(1986)-  29 43 35.     (N)    095 11 21.     (W)     SCALED    
 AW1993* NAVD 88     -         6.744  (meters)      22.13   (feet)  ADJUSTED  
 AW1993  ___________________________________________________________________
 AW1993  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1993  DYNAMIC HT  -           6.735 (meters)      22.10  (feet)  COMP
 AW1993  MODELED GRAV-     979,284.7   (mgal)                       NAVD 88
 AW1993
 AW1993  VERT ORDER  -  FIRST     CLASS II
 AW1993
 AW1993.The horizontal coordinates were scaled from a topographic map and have
 AW1993.an estimated accuracy of +/- 6 seconds.
 AW1993
 AW1993.The orthometric height was determined by differential leveling
 AW1993.and adjusted by the National Geodetic Survey in June 1991..
 AW1993
 AW1993.The geoid height was determined by GEOID03.
 AW1993
 AW1993.The dynamic height is computed by dividing the NAVD 88
 AW1993.geopotential number by the normal gravity value computed on the
 AW1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1993.degrees latitude (g = 980.6199 gals.).
 AW1993
 AW1993.The modeled gravity was interpolated from observed gravity values.
 AW1993
 AW1993;                    North         East    Units  Estimated Accuracy
 AW1993;SPC TXSC     - 4,215,810.      968,590.      MT  (+/- 180 meters Scaled)
 AW1993
 AW1993                          SUPERSEDED SURVEY CONTROL
 AW1993
 AW1993  NGVD 29 (12/23/87)    6.741  (m)           22.12   (f) ADJUSTED    1 2
 AW1993
 AW1993.Superseded values are not recommended for survey control.
 AW1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1993.See file dsdata.txt to determine how the superseded data were derived.
 AW1993
 AW1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN882904(NAD 83)
 AW1993_MARKER: DB = BENCH MARK DISK
 AW1993_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1993_SP_SET: BRIDGE ABUTMENT
 AW1993_STAMPING: H 1277 1978
 AW1993_MARK LOGO: NGS   
 AW1993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1993+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004
 AW1993
 AW1993  HISTORY     - Date     Condition        Report By
 AW1993  HISTORY     - 1978     MONUMENTED       NGS
 AW1993  HISTORY     - 1986     GOOD             NGS
 AW1993  HISTORY     - 1987     GOOD             USPSQD
 AW1993  HISTORY     - 1989     GOOD             USPSQD
 AW1993  HISTORY     - 1990     GOOD             USPSQD
 AW1993  HISTORY     - 1990     GOOD             USPSQD
 AW1993  HISTORY     - 20041126 GOOD             USPSQD
 AW1993
 AW1993                          STATION DESCRIPTION
 AW1993
 AW1993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1993'3.9 MI EAST FROM PASADENA.
 AW1993'ABOUT 1.1 MILES SOUTHWEST ALONG NORTH RICKEY STREET FROM THE SOUTH
 AW1993'END OF THE WASHBURN TUNNEL IN PASADENA, THENCE 1.9 MILES EAST ALONG
 AW1993'STATE HIGHWAY 225, AND THENCE 0.9 MILE NORTH ALONG JACKSON STREET,
 AW1993'SET IN THE TOP OF THE NORTHEAST BRIDGE ABUTMENT, 45 FEET EAST AND
 AW1993'ACROSS STREET FROM POWER POLE NUMBER 2110, 44 FEET SOUTH OF THE
 AW1993'SOUTH RAIL OF PORT TERMINAL RAILROAD, 22.5 FEET SOUTHWEST OF A
 AW1993'RAILROAD CROSSING SIGNAL, AND 15 FEET EAST OF THE CENTERLINE OF THE
 AW1993'STREET.
 AW1993
 AW1993                          STATION RECOVERY (1986)
 AW1993
 AW1993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1993'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1993'EXCEPT CHANGE RICKEY STREET TO RICHEY STREET, ALSO CHANGE JACKSON
 AW1993'STREET TO DAVISON STREET.
 AW1993
 AW1993                          STATION RECOVERY (1987)
 AW1993
 AW1993'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1993'RECOVERED IN GOOD CONDITION.
 AW1993
 AW1993                          STATION RECOVERY (1989)
 AW1993
 AW1993'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1993'RECOVERED IN GOOD CONDITION.
 AW1993
 AW1993                          STATION RECOVERY (1990)
 AW1993
 AW1993'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1993'RECOVERED IN GOOD CONDITION.
 AW1993
 AW1993                          STATION RECOVERY (1990)
 AW1993
 AW1993'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1993'RECOVERED IN GOOD CONDITION.
 AW1993
 AW1993                          STATION RECOVERY (2004)
 AW1993
 AW1993'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2343 ***********************************************************************
 AW2343  DESIGNATION -  H 1279
 AW2343  PID         -  AW2343
 AW2343  STATE/COUNTY-  TX/HARRIS
 AW2343  USGS QUAD   -  BELLAIRE (1995)
 AW2343
 AW2343                         *CURRENT SURVEY CONTROL
 AW2343  ___________________________________________________________________
 AW2343* NAD 83(1986)-  29 43 56.     (N)    095 23 04.     (W)     SCALED    
 AW2343* NAVD 88     -        15.542  (meters)      50.99   (feet)  ADJUSTED  
 AW2343  ___________________________________________________________________
 AW2343  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2343  DYNAMIC HT  -          15.521 (meters)      50.92  (feet)  COMP
 AW2343  MODELED GRAV-     979,282.6   (mgal)                       NAVD 88
 AW2343
 AW2343  VERT ORDER  -  FIRST     CLASS II
 AW2343
 AW2343.The horizontal coordinates were scaled from a topographic map and have
 AW2343.an estimated accuracy of +/- 6 seconds.
 AW2343
 AW2343.The orthometric height was determined by differential leveling
 AW2343.and adjusted by the National Geodetic Survey in June 1991..
 AW2343
 AW2343.The geoid height was determined by GEOID03.
 AW2343
 AW2343.The dynamic height is computed by dividing the NAVD 88
 AW2343.geopotential number by the normal gravity value computed on the
 AW2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2343.degrees latitude (g = 980.6199 gals.).
 AW2343
 AW2343.The modeled gravity was interpolated from observed gravity values.
 AW2343
 AW2343;                    North         East    Units  Estimated Accuracy
 AW2343;SPC TXSC     - 4,215,850.      949,690.      MT  (+/- 180 meters Scaled)
 AW2343
 AW2343                          SUPERSEDED SURVEY CONTROL
 AW2343
 AW2343  NGVD 29 (12/23/87)   15.538  (m)           50.98   (f) ADJUSTED    1 2
 AW2343
 AW2343.Superseded values are not recommended for survey control.
 AW2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2343.See file dsdata.txt to determine how the superseded data were derived.
 AW2343
 AW2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN693914(NAD 83)
 AW2343_MARKER: DB = BENCH MARK DISK
 AW2343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW2343_SP_SET: OVERPASS PIER
 AW2343_STAMPING: H 1279 1978
 AW2343_MARK LOGO: NGS   
 AW2343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2343+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 AW2343
 AW2343  HISTORY     - Date     Condition        Report By
 AW2343  HISTORY     - 1978     MONUMENTED       NGS
 AW2343  HISTORY     - 1983     GOOD             NGS
 AW2343  HISTORY     - 1986     GOOD             NGS
 AW2343  HISTORY     - 1987     GOOD             USPSQD
 AW2343  HISTORY     - 1989     GOOD             USPSQD
 AW2343  HISTORY     - 1989     GOOD             USPSQD
 AW2343  HISTORY     - 19931030 GOOD             USPSQD
 AW2343  HISTORY     - 20040517 GOOD             USPSQD
 AW2343
 AW2343                          STATION DESCRIPTION
 AW2343
 AW2343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2343'3.0 MI SW FROM HOUSTON.
 AW2343'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AW2343'RAILROAD STATION IN HOUSTON, AND THENCE 2.6 MILES SOUTH-SOUTHWEST
 AW2343'ALONG MAIN STREET, AT THE INTERSECTION OF BLODGETT STREET, SET
 AW2343'VERTICALL IN THE SOUTH FACE OF A PILLAR OF THE U.S. HIGHWAY 59
 AW2343'OVERPASS, 38 FEET SOUTHWEST OF THE CENTERLINE OF BLODGETT STREET, AND
 AW2343'48.5 FEET NORTHEAST OF THE CENTERLINE OF MAIN STREET.
 AW2343
 AW2343                          STATION RECOVERY (1983)
 AW2343
 AW2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2343'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW2343'0.2 KM (0.15 MI) NORTHWEST ALONG CONGRESS STREET FROM THE INTERSECTION
 AW2343'OF SAN JACINTO STREET AT THE NORTH-NORTHEAST CORNER OF THE HARRIS
 AW2343'COUNTY CIVIL COURTS BUILDING IN HOUSTON, THENCE 3.2 KM (2.0 MI)
 AW2343'SOUTHWEST ALONG MAIN STREET, AT THE INTERSECTION OF BLODGETT STREET,
 AW2343'AND IS SET VERTICALLY IN THE WEST FACE OF A LARGE PIER OF U.S. HIGHWAY
 AW2343'59 OVERPASS, 11.58 METERS (38.0 FT) SOUTHWEST OF THE CENTERLINE OF
 AW2343'BLODGETT STREET, AND 14.7 METERS (40.0 FT) SOUTHEAST OF THE CENTERLINE
 AW2343'OF MAIN STREET.
 AW2343'THE MARK IS 0.9 M ABOVE SIDEWALK.
 AW2343
 AW2343                          STATION RECOVERY (1986)
 AW2343
 AW2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2343'RECOVERED IN GOOD CONDITION.
 AW2343
 AW2343                          STATION RECOVERY (1987)
 AW2343
 AW2343'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2343'RECOVERED IN GOOD CONDITION.
 AW2343
 AW2343                          STATION RECOVERY (1989)
 AW2343
 AW2343'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW2343'RECOVERED IN GOOD CONDITION.
 AW2343
 AW2343                          STATION RECOVERY (1989)
 AW2343
 AW2343'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW2343'RECOVERED IN GOOD CONDITION.
 AW2343
 AW2343                          STATION RECOVERY (1993)
 AW2343
 AW2343'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2343'RECOVERED IN GOOD CONDITION.
 AW2343
 AW2343                          STATION RECOVERY (2004)
 AW2343
 AW2343'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0227 ***********************************************************************
 AO0227  DESIGNATION -  H 128
 AO0227  PID         -  AO0227
 AO0227  STATE/COUNTY-  TX/LA SALLE
 AO0227  USGS QUAD   -  MILLETT (1974)
 AO0227
 AO0227                         *CURRENT SURVEY CONTROL
 AO0227  ___________________________________________________________________
 AO0227* NAD 83(1986)-  28 30 59.     (N)    099 12 54.     (W)     SCALED    
 AO0227* NAVD 88     -       174.783  (meters)     573.43   (feet)  ADJUSTED  
 AO0227  ___________________________________________________________________
 AO0227  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AO0227  DYNAMIC HT  -         174.522 (meters)     572.58  (feet)  COMP
 AO0227  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 AO0227
 AO0227  VERT ORDER  -  FIRST     CLASS II
 AO0227
 AO0227.The horizontal coordinates were scaled from a topographic map and have
 AO0227.an estimated accuracy of +/- 6 seconds.
 AO0227
 AO0227.The orthometric height was determined by differential leveling
 AO0227.and adjusted by the National Geodetic Survey in June 1991..
 AO0227.WARNING-Repeat measurements at this control monument indicate possible
 AO0227.vertical movement.
 AO0227
 AO0227.The geoid height was determined by GEOID03.
 AO0227
 AO0227.The dynamic height is computed by dividing the NAVD 88
 AO0227.geopotential number by the normal gravity value computed on the
 AO0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0227.degrees latitude (g = 980.6199 gals.).
 AO0227
 AO0227.The modeled gravity was interpolated from observed gravity values.
 AO0227
 AO0227;                    North         East    Units  Estimated Accuracy
 AO0227;SPC TXSC     - 4,075,720.      578,960.      MT  (+/- 180 meters Scaled)
 AO0227
 AO0227                          SUPERSEDED SURVEY CONTROL
 AO0227
 AO0227  NGVD 29 (??/??/92)  174.68   (m)          573.1    (f) COMPUTED    1 2
 AO0227
 AO0227.Superseded values are not recommended for survey control.
 AO0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0227.See file dsdata.txt to determine how the superseded data were derived.
 AO0227
 AO0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS789544(NAD 83)
 AO0227_MARKER: DB = BENCH MARK DISK
 AO0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0227_SP_SET: FOOTING
 AO0227_STAMPING: H 128 1933 573.391
 AO0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0227
 AO0227  HISTORY     - Date     Condition        Report By
 AO0227  HISTORY     - 1933     MONUMENTED       CGS
 AO0227  HISTORY     - 1956     GOOD             NGS
 AO0227
 AO0227                          STATION DESCRIPTION
 AO0227
 AO0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0227'IN GARDENDALE.
 AO0227'AT GARDENDALE, 203 FEET WEST OF THE NORTHWEST CORNER OF THE
 AO0227'INTERNATIONAL AND GREAT NORTHERN RAILROAD STATION, 179 FEET WEST OF
 AO0227'THE WEST RAIL OF THE MAIN TRACK, 46.6 FEET NORTHEAST OF MILEPOST 105,
 AO0227'81 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 191 FEET EAST OF
 AO0227'THE EAST RAIL OF THE SAN ANTONIO, UVALDE AND GULF RAILROAD, 2.7 FEET
 AO0227'ABOVE THE GROUND, SET IN THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST
 AO0227'CONCRETE FOOTING OF A WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2165 ***********************************************************************
 AW2165  DESIGNATION -  H 1280
 AW2165  PID         -  AW2165
 AW2165  STATE/COUNTY-  TX/FORT BEND
 AW2165  USGS QUAD   -  RICHMOND NE (1980)
 AW2165
 AW2165                         *CURRENT SURVEY CONTROL
 AW2165  ___________________________________________________________________
 AW2165* NAD 83(1986)-  29 44 22.     (N)    095 50 17.     (W)     SCALED    
 AW2165* NAVD 88     -        41.37   (+/-2cm)     135.7    (feet)  VERTCON   
 AW2165  ___________________________________________________________________
 AW2165  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW2165
 AW2165  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2165
 AW2165.The horizontal coordinates were scaled from a topographic map and have
 AW2165.an estimated accuracy of +/- 6 seconds.
 AW2165
 AW2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2165.The vertical order pertains to the NGVD 29 superseded value.
 AW2165
 AW2165.The geoid height was determined by GEOID03.
 AW2165
 AW2165;                    North         East    Units  Estimated Accuracy
 AW2165;SPC TXSC     - 4,215,380.      905,810.      MT  (+/- 180 meters Scaled)
 AW2165
 AW2165                          SUPERSEDED SURVEY CONTROL
 AW2165
 AW2165  NGVD 29 (04/06/79)   41.355  (m)          135.68   (f) ADJUSTED    1 2
 AW2165
 AW2165.Superseded values are not recommended for survey control.
 AW2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2165.See file dsdata.txt to determine how the superseded data were derived.
 AW2165
 AW2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN255932(NAD 83)
 AW2165_MARKER: DB = BENCH MARK DISK
 AW2165_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2165_SP_SET: STAINLESS STEEL ROD
 AW2165_STAMPING: H 1280 1978
 AW2165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2165
 AW2165  HISTORY     - Date     Condition        Report By
 AW2165  HISTORY     - 1978     MONUMENTED       NGS
 AW2165  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2165  HISTORY     - 19901208 GOOD             USPSQD
 AW2165
 AW2165                          STATION DESCRIPTION
 AW2165
 AW2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2165'3.7 MI SOUTH FROM KATY.
 AW2165'ABOUT 3.7 MILES SOUTH ALONG PIN OAK ROAD FROM THE MISSOURI, KANSAS
 AW2165'AND TEXAS RAILROAD STATION IN KATY. 0.4 MILE NORTH OF A POINT WHERE
 AW2165'THE ROAD MAKES A RIGHT ANGLE TURN WEST, 74 FEET NORTH OF THE CENTER-
 AW2165'LINE OF A FIELD ROAD LEADING EAST EXTENDED, 32 FEET WEST OF THE
 AW2165'CENTERLINE OF THE ROAD, 2 FEET SOUTH OF POWER POLE NUMBER 317, AND 1
 AW2165'FOOT EAST OF A FENCE.
 AW2165
 AW2165                          STATION RECOVERY (1986)
 AW2165
 AW2165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2165'NOT RECOVERED.
 AW2165
 AW2165                          STATION RECOVERY (1990)
 AW2165
 AW2165'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW2165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1862 ***********************************************************************
 BL1862  DESIGNATION -  H 1281
 BL1862  PID         -  BL1862
 BL1862  STATE/COUNTY-  TX/WALLER
 BL1862  USGS QUAD   -  HOCKLEY (1980)
 BL1862
 BL1862                         *CURRENT SURVEY CONTROL
 BL1862  ___________________________________________________________________
 BL1862* NAD 83(1986)-  30 06 29.     (N)    095 49 52.     (W)     SCALED    
 BL1862* NAVD 88     -        77.43   (+/-2cm)     254.0    (feet)  VERTCON   
 BL1862  ___________________________________________________________________
 BL1862  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL1862
 BL1862  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1862
 BL1862.The horizontal coordinates were scaled from a topographic map and have
 BL1862.an estimated accuracy of +/- 6 seconds.
 BL1862
 BL1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1862.The vertical order pertains to the NGVD 29 superseded value.
 BL1862
 BL1862.The geoid height was determined by GEOID03.
 BL1862
 BL1862;                    North         East    Units  Estimated Accuracy
 BL1862;SPC TXSC     - 4,256,240.      905,370.      MT  (+/- 180 meters Scaled)
 BL1862
 BL1862                          SUPERSEDED SURVEY CONTROL
 BL1862
 BL1862  NGVD 29 (04/06/79)   77.423  (m)          254.01   (f) ADJUSTED    1 2
 BL1862
 BL1862.Superseded values are not recommended for survey control.
 BL1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1862.See file dsdata.txt to determine how the superseded data were derived.
 BL1862
 BL1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP271341(NAD 83)
 BL1862_MARKER: DB = BENCH MARK DISK
 BL1862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1862_SP_SET: FOUNDATION
 BL1862_STAMPING: H 1281 1978
 BL1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1862
 BL1862  HISTORY     - Date     Condition        Report By
 BL1862  HISTORY     - 1978     MONUMENTED       NGS
 BL1862  HISTORY     - 20050818 GOOD             GEOCAC
 BL1862
 BL1862                          STATION DESCRIPTION
 BL1862
 BL1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1862'10.9 MI SW FROM MAGNOLIA.
 BL1862'0.1 MILE SOUTHWEST ALONG FIFTH STREET FROM THE CROSSING OF MAGNOLIA
 BL1862'CONROE ROAD AND THE MISSOURI-PACIFIC RAILROAD IN MAGNOLIA, THENCE
 BL1862'0.15 MILE SOUTHEAST ALONG COMMERCE STREET, AND THENCE 10.65 MILES
 BL1862'SOUTHWEST ALONG NICHOLS SAW MILL ROAD.  AT THE POWERLINE CROSSING,
 BL1862'AND SET IN THE SOUTHEAST LEG FOUNDATION OF THE POWER TOWER, 71 FEET
 BL1862'NORTH OF THE CENTERLINE OF NICHOLS SAW MILL ROAD, 34 FEET EAST OF
 BL1862'THE EXTENDED CENTERLINE OF THE DRIVE INTO THE FIELD, AND 9 FEET
 BL1862'SOUTHEAST OF THE TOWER LEG.
 BL1862
 BL1862                          STATION RECOVERY (2005)
 BL1862
 BL1862'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1836 ***********************************************************************
 BL1836  DESIGNATION -  H 1282
 BL1836  PID         -  BL1836
 BL1836  STATE/COUNTY-  TX/HARRIS
 BL1836  USGS QUAD   -  HOCKLEY (1980)
 BL1836
 BL1836                         *CURRENT SURVEY CONTROL
 BL1836  ___________________________________________________________________
 BL1836* NAD 83(1986)-  30 04 11.     (N)    095 48 35.     (W)     SCALED    
 BL1836* NAVD 88     -        72.888  (meters)     239.13   (feet)  ADJUSTED  
 BL1836  ___________________________________________________________________
 BL1836  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1836  DYNAMIC HT  -          72.789 (meters)     238.81  (feet)  COMP
 BL1836  MODELED GRAV-     979,286.2   (mgal)                       NAVD 88
 BL1836
 BL1836  VERT ORDER  -  FIRST     CLASS II
 BL1836
 BL1836.The horizontal coordinates were scaled from a topographic map and have
 BL1836.an estimated accuracy of +/- 6 seconds.
 BL1836
 BL1836.The orthometric height was determined by differential leveling
 BL1836.and adjusted by the National Geodetic Survey in June 1991..
 BL1836
 BL1836.The geoid height was determined by GEOID03.
 BL1836
 BL1836.The dynamic height is computed by dividing the NAVD 88
 BL1836.geopotential number by the normal gravity value computed on the
 BL1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1836.degrees latitude (g = 980.6199 gals.).
 BL1836
 BL1836.The modeled gravity was interpolated from observed gravity values.
 BL1836
 BL1836;                    North         East    Units  Estimated Accuracy
 BL1836;SPC TXSC     - 4,252,050.      907,550.      MT  (+/- 180 meters Scaled)
 BL1836
 BL1836                          SUPERSEDED SURVEY CONTROL
 BL1836
 BL1836  NGVD 29 (12/23/87)   72.881  (m)          239.11   (f) ADJUSTED    1 2
 BL1836
 BL1836.Superseded values are not recommended for survey control.
 BL1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1836.See file dsdata.txt to determine how the superseded data were derived.
 BL1836
 BL1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP291298(NAD 83)
 BL1836_MARKER: DB = BENCH MARK DISK
 BL1836_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1836_SP_SET: STAINLESS STEEL ROD
 BL1836_STAMPING: H 1282 1978
 BL1836_MARK LOGO: NGS   
 BL1836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1836
 BL1836  HISTORY     - Date     Condition        Report By
 BL1836  HISTORY     - 1978     MONUMENTED       NGS
 BL1836  HISTORY     - 1986     GOOD             NGS
 BL1836  HISTORY     - 19940326 GOOD             USPSQD
 BL1836
 BL1836                          STATION DESCRIPTION
 BL1836
 BL1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1836'4.9 MI NE FROM HOCKLEY.
 BL1836'3.0 MILES NORTH ALONG HEGAR ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 BL1836'290 IN HOCKLEY, AND THENCE ABOUT 1.9 MILES EAST ALONG FARM ROAD 2920,
 BL1836'51 FEET NORTH OF THE CENTERLINE OF FARM ROAD 2920, 1.7 FEET EAST OF
 BL1836'A POWER POLE, AND 1 FOOT SOUTH OF THE NORTHERLY RIGHT OF WAY FENCE.
 BL1836'DISK IS LEVEL WITH THE GROUND, ACCESS TO WHICH CAN BE HAD THROUGH A
 BL1836'4 INCH PLASTIC SCREW PLUG.
 BL1836
 BL1836                          STATION RECOVERY (1986)
 BL1836
 BL1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1836'RECOVERED IN GOOD CONDITION.
 BL1836
 BL1836                          STATION RECOVERY (1994)
 BL1836
 BL1836'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2374 ***********************************************************************
 BY2374  DESIGNATION -  H 1283
 BY2374  PID         -  BY2374
 BY2374  STATE/COUNTY-  TX/SHELBY
 BY2374  USGS QUAD   -  TENAHA EAST (1984)
 BY2374
 BY2374                         *CURRENT SURVEY CONTROL
 BY2374  ___________________________________________________________________
 BY2374* NAD 83(1986)-  31 57 00.     (N)    094 13 25.     (W)     SCALED    
 BY2374* NAVD 88     -       107.146  (meters)     351.53   (feet)  ADJUSTED  
 BY2374  ___________________________________________________________________
 BY2374  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BY2374  DYNAMIC HT  -         107.019 (meters)     351.11  (feet)  COMP
 BY2374  MODELED GRAV-     979,460.1   (mgal)                       NAVD 88
 BY2374
 BY2374  VERT ORDER  -  FIRST     CLASS II
 BY2374
 BY2374.The horizontal coordinates were scaled from a topographic map and have
 BY2374.an estimated accuracy of +/- 6 seconds.
 BY2374
 BY2374.The orthometric height was determined by differential leveling
 BY2374.and adjusted by the National Geodetic Survey in June 1991..
 BY2374
 BY2374.The geoid height was determined by GEOID03.
 BY2374
 BY2374.The dynamic height is computed by dividing the NAVD 88
 BY2374.geopotential number by the normal gravity value computed on the
 BY2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2374.degrees latitude (g = 980.6199 gals.).
 BY2374
 BY2374.The modeled gravity was interpolated from observed gravity values.
 BY2374
 BY2374;                    North         East    Units  Estimated Accuracy
 BY2374;SPC TX C     - 3,268,990.    1,277,360.      MT  (+/- 180 meters Scaled)
 BY2374
 BY2374                          SUPERSEDED SURVEY CONTROL
 BY2374
 BY2374  NGVD 29 (??/??/??)  107.191  (m)          351.68   (f) ADJUSTED    1 2
 BY2374
 BY2374.Superseded values are not recommended for survey control.
 BY2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2374.See file dsdata.txt to determine how the superseded data were derived.
 BY2374
 BY2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR843355(NAD 83)
 BY2374_MARKER: DB = BENCH MARK DISK
 BY2374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2374_SP_SET: STAINLESS STEEL ROD
 BY2374_STAMPING: H 1283 1979
 BY2374_PROJECTION: FLUSH
 BY2374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2374_ROD/PIPE-DEPTH: 4.57 meters
 BY2374
 BY2374  HISTORY     - Date     Condition        Report By
 BY2374  HISTORY     - 1979     MONUMENTED       NGS
 BY2374
 BY2374                          STATION DESCRIPTION
 BY2374
 BY2374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2374'1.2 MI EAST FROM TENAHA.
 BY2374'1.2 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF U.S.
 BY2374'HIGHWAY 96 IN TENAHA, AT THE JUNCTION OF FARM ROAD 2669, 160.0 FT.
 BY2374'NORTHEAST OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF THE
 BY2374'CHURCH OF CHRIST, 59.0 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 BY2374'48.0 FT. EAST OF THE CENTERLINE OF THE ROAD, 2.0 FT. SOUTHWEST OF A
 BY2374'CORNER FENCE POST, 1.5 FT. WEST OF A FENCE LINE.  DISK IS 4 INCHES
 BY2374'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BY2374'PLUG.
 BY2374'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 BY2374'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2413 ***********************************************************************
 BY2413  DESIGNATION -  H 1284
 BY2413  PID         -  BY2413
 BY2413  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2413  USGS QUAD   -  CHINQUAPIN (1984)
 BY2413
 BY2413                         *CURRENT SURVEY CONTROL
 BY2413  ___________________________________________________________________
 BY2413* NAD 83(1986)-  31 24 21.     (N)    094 03 30.     (W)     SCALED    
 BY2413* NAVD 88     -        99.529  (meters)     326.54   (feet)  ADJUSTED  
 BY2413  ___________________________________________________________________
 BY2413  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BY2413  DYNAMIC HT  -          99.404 (meters)     326.13  (feet)  COMP
 BY2413  MODELED GRAV-     979,391.8   (mgal)                       NAVD 88
 BY2413  OBS GRAVITY -     979,390.5   (mgal)                       GRAV_OBS
 BY2413
 BY2413  VERT ORDER  -  FIRST     CLASS II
 BY2413
 BY2413.The horizontal coordinates were scaled from a topographic map and have
 BY2413.an estimated accuracy of +/- 6 seconds.
 BY2413
 BY2413.The orthometric height was determined by differential leveling
 BY2413.and adjusted by the National Geodetic Survey in June 1991..
 BY2413
 BY2413.The geoid height was determined by GEOID03.
 BY2413
 BY2413.The dynamic height is computed by dividing the NAVD 88
 BY2413.geopotential number by the normal gravity value computed on the
 BY2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2413.degrees latitude (g = 980.6199 gals.).
 BY2413
 BY2413.The modeled gravity was interpolated from observed gravity values.
 BY2413.The observed gravity was obtained from relative gravimeter ties
 BY2413.to the IGSN71 gravity network.
 BY2413
 BY2413;                    North         East    Units  Estimated Accuracy
 BY2413;SPC TX C     - 3,209,620.    1,296,360.      MT  (+/- 180 meters Scaled)
 BY2413
 BY2413                          SUPERSEDED SURVEY CONTROL
 BY2413
 BY2413  NGVD 29 (??/??/??)   99.551  (m)          326.61   (f) ADJUSTED    1 2
 BY2413
 BY2413.Superseded values are not recommended for survey control.
 BY2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2413.See file dsdata.txt to determine how the superseded data were derived.
 BY2413
 BY2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ993750(NAD 83)
 BY2413_MARKER: I = METAL ROD
 BY2413_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2413_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2413_STAMPING: H 1284 1979
 BY2413_PROJECTION: FLUSH
 BY2413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2413+STABILITY: POSITION/ELEVATION WELL
 BY2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2413+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 BY2413_ROD/PIPE-DEPTH: 11.6 meters
 BY2413_SLEEVE-DEPTH  : 7.92 meters
 BY2413
 BY2413  HISTORY     - Date     Condition        Report By
 BY2413  HISTORY     - 1979     MONUMENTED       NGS
 BY2413  HISTORY     - 20020712 GOOD             USPSQD
 BY2413
 BY2413                          STATION DESCRIPTION
 BY2413
 BY2413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2413'5.05 MI NW FROM BRONSON.
 BY2413'5.05 MILES NORTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2413'HIGHWAY 184 IN BRONSON, AT THE SOUTHWEST CORNER OF THE JUNCTION OF
 BY2413'STATE HIGHWAY 103, 77.5 FT. SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 BY2413'96 SOUTHBOUND, 75.5 FT. SOUTHEAST OF THE SOUTHWEST CORNER
 BY2413'OF THE STATE HIGHWAY 103 OVERPASS, 14.5 FT. SOUTHEAST OF
 BY2413'THE WESTERNMOST ONE OF TWO SWEET GUM TREES, 6.5 FT. WEST
 BY2413'OF A 12-INCH PINE TREE.  DATUM POINT IS 4 INCHES BELOW GROUND,
 BY2413'ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BY2413'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 BY2413'THE MARK IS 6 FT ABOVE THE HIGHWAY.
 BY2413
 BY2413                          STATION RECOVERY (2002)
 BY2413
 BY2413'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BY2413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1977 ***********************************************************************
 BK1977  DESIGNATION -  H 1285
 BK1977  PID         -  BK1977
 BK1977  STATE/COUNTY-  TX/ORANGE
 BK1977  USGS QUAD   -  TEXLA (1975)
 BK1977
 BK1977                         *CURRENT SURVEY CONTROL
 BK1977  ___________________________________________________________________
 BK1977* NAD 83(1986)-  30 12 46.     (N)    093 52 41.     (W)     SCALED    
 BK1977* NAVD 88     -         8.365  (meters)      27.44   (feet)  ADJUSTED  
 BK1977  ___________________________________________________________________
 BK1977  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BK1977  DYNAMIC HT  -           8.354 (meters)      27.41  (feet)  COMP
 BK1977  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BK1977
 BK1977  VERT ORDER  -  FIRST     CLASS II
 BK1977
 BK1977.The horizontal coordinates were scaled from a topographic map and have
 BK1977.an estimated accuracy of +/- 6 seconds.
 BK1977
 BK1977.The orthometric height was determined by differential leveling
 BK1977.and adjusted by the National Geodetic Survey in June 1991..
 BK1977
 BK1977.The geoid height was determined by GEOID03.
 BK1977
 BK1977.The dynamic height is computed by dividing the NAVD 88
 BK1977.geopotential number by the normal gravity value computed on the
 BK1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1977.degrees latitude (g = 980.6199 gals.).
 BK1977
 BK1977.The modeled gravity was interpolated from observed gravity values.
 BK1977
 BK1977;                    North         East    Units  Estimated Accuracy
 BK1977;SPC TX C     - 3,078,570.    1,321,150.      MT  (+/- 180 meters Scaled)
 BK1977
 BK1977                          SUPERSEDED SURVEY CONTROL
 BK1977
 BK1977  NGVD 29 (??/??/??)    8.327  (m)           27.32   (f) ADJUSTED    1 2
 BK1977
 BK1977.Superseded values are not recommended for survey control.
 BK1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1977.See file dsdata.txt to determine how the superseded data were derived.
 BK1977
 BK1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP154426(NAD 83)
 BK1977_MARKER: I = METAL ROD
 BK1977_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1977_SP_SET: STAINLESS STEEL ROD
 BK1977_STAMPING: H 1285 1979
 BK1977_PROJECTION: FLUSH
 BK1977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1977+STABILITY: POSITION/ELEVATION WELL
 BK1977_ROD/PIPE-DEPTH: 7.62 meters
 BK1977
 BK1977  HISTORY     - Date     Condition        Report By
 BK1977  HISTORY     - 1979     MONUMENTED       NGS
 BK1977  HISTORY     - 19880927 POOR             USPSQD
 BK1977  HISTORY     - 19960426 MARK NOT FOUND   USPSQD
 BK1977  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1977  HISTORY     - 20040314 MARK NOT FOUND   USPSQD
 BK1977
 BK1977                          STATION DESCRIPTION
 BK1977
 BK1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1977'0.4 MI NW FROM MAURICEVILLE.
 BK1977'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF STATE
 BK1977'HIGHWAY 12 IN MAURICEVILLE, AT A PRIVATE DRIVE LEADING WEST-SOUTHWEST,
 BK1977'72.3 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 27.0 FT. SOUTHEAST OF
 BK1977'THE CENTER OF THE DRIVE, 15.4 FT. SOUTHEAST OF POWERLINE POLE NUMBER
 BK1977'8143 AND A CYCLONE FENCE CORNER POST, 1.0 FT. NORTH OF A FENCE LINE,
 BK1977'34.8 FT. EAST OF THE SOUTHEAST END OF A 12-INCH PIPE CULVERT.  DISK IS
 BK1977'2 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BK1977'SCREW PLUG.
 BK1977'THE MARK IS 1.0 FT  NW FROM A WITNESS POST.
 BK1977'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1977
 BK1977                          STATION RECOVERY (1988)
 BK1977
 BK1977'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1977'MARK RECOVERED IN POOR CONDITION.
 BK1977
 BK1977                          STATION RECOVERY (1996)
 BK1977
 BK1977'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1977'MARK NOT FOUND.
 BK1977
 BK1977                          STATION RECOVERY (2001)
 BK1977
 BK1977'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJJ)
 BK1977'MARK NOT FOUND.
 BK1977
 BK1977                          STATION RECOVERY (2004)
 BK1977
 BK1977'RECOVERY NOTE BY US POWER SQUADRON 2004 (SSQ)
 BK1977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2403 ***********************************************************************
 BY2403  DESIGNATION -  H 1286
 BY2403  PID         -  BY2403
 BY2403  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2403  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY2403
 BY2403                         *CURRENT SURVEY CONTROL
 BY2403  ___________________________________________________________________
 BY2403* NAD 83(1986)-  31 33 24.     (N)    094 07 54.     (W)     SCALED    
 BY2403* NAVD 88     -       120.685  (meters)     395.95   (feet)  ADJUSTED  
 BY2403  ___________________________________________________________________
 BY2403  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY2403  DYNAMIC HT  -         120.536 (meters)     395.46  (feet)  COMP
 BY2403  MODELED GRAV-     979,407.5   (mgal)                       NAVD 88
 BY2403
 BY2403  VERT ORDER  -  FIRST     CLASS II
 BY2403
 BY2403.The horizontal coordinates were scaled from a topographic map and have
 BY2403.an estimated accuracy of +/- 6 seconds.
 BY2403
 BY2403.The orthometric height was determined by differential leveling
 BY2403.and adjusted by the National Geodetic Survey in June 1991..
 BY2403
 BY2403.The geoid height was determined by GEOID03.
 BY2403
 BY2403.The dynamic height is computed by dividing the NAVD 88
 BY2403.geopotential number by the normal gravity value computed on the
 BY2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2403.degrees latitude (g = 980.6199 gals.).
 BY2403
 BY2403.The modeled gravity was interpolated from observed gravity values.
 BY2403
 BY2403;                    North         East    Units  Estimated Accuracy
 BY2403;SPC TX C     - 3,225,930.    1,288,470.      MT  (+/- 180 meters Scaled)
 BY2403
 BY2403                          SUPERSEDED SURVEY CONTROL
 BY2403
 BY2403  NGVD 29 (??/??/??)  120.714  (m)          396.04   (f) ADJUSTED    1 2
 BY2403
 BY2403.Superseded values are not recommended for survey control.
 BY2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2403.See file dsdata.txt to determine how the superseded data were derived.
 BY2403
 BY2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ925918(NAD 83)
 BY2403_MARKER: DB = BENCH MARK DISK
 BY2403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2403_SP_SET: STAINLESS STEEL ROD
 BY2403_STAMPING: H 1286 1979
 BY2403_PROJECTION: FLUSH
 BY2403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2403+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 BY2403_ROD/PIPE-DEPTH: 5.49 meters
 BY2403
 BY2403  HISTORY     - Date     Condition        Report By
 BY2403  HISTORY     - 1979     MONUMENTED       NGS
 BY2403  HISTORY     - 20020712 GOOD             USPSQD
 BY2403
 BY2403                          STATION DESCRIPTION
 BY2403
 BY2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2403'1.65 MI NORTH FROM SAN AUGUSTINE.
 BY2403'1.65 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2403'HIGHWAY 21 IN SAN AUGUSTINE, 0.1 MILE SOUTH OF THE JUNCTION OF A
 BY2403'GRAVEL ROAD, AT A LARGE FOUR POLE WOOD SIGN, 102.5 FT. NORTH OF
 BY2403'A TELEPHONE JUNCTION BOX WHICH IS 2.0 FT. EAST OF THE NORTH-SOUTH
 BY2403'FENCE LINE, 74.0 FT. WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BY2403'5.0 FT. SOUTH OF THE EXTENSION OF AN EAST-WEST FENCE LINE, 5.5 FT.
 BY2403'SOUTHEAST OF POWERLINE POLE NUMBER 134783 WITH TRANSFORMER, 3.0 FT.
 BY2403'SOUTH OF A TELEPHONE CABLE WARNING SIGN.  DISK IS 4 INCHES BELOW
 BY2403'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2403'THE MARK IS 1.5 FT  NNW FROM A WITNESS POST.
 BY2403
 BY2403                          STATION RECOVERY (2002)
 BY2403
 BY2403'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BY2403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2537 ***********************************************************************
 BY2537  DESIGNATION -  H 1287
 BY2537  PID         -  BY2537
 BY2537  STATE/COUNTY-  TX/SHELBY
 BY2537  USGS QUAD   -  TIMPSON (1984)
 BY2537
 BY2537                         *CURRENT SURVEY CONTROL
 BY2537  ___________________________________________________________________
 BY2537* NAD 83(1986)-  31 52 59.     (N)    094 25 51.     (W)     SCALED    
 BY2537* NAVD 88     -       114.363  (meters)     375.21   (feet)  ADJUSTED  
 BY2537  ___________________________________________________________________
 BY2537  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY2537  DYNAMIC HT  -         114.225 (meters)     374.75  (feet)  COMP
 BY2537  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 BY2537
 BY2537  VERT ORDER  -  FIRST     CLASS II
 BY2537
 BY2537.The horizontal coordinates were scaled from a topographic map and have
 BY2537.an estimated accuracy of +/- 6 seconds.
 BY2537
 BY2537.The orthometric height was determined by differential leveling
 BY2537.and adjusted by the National Geodetic Survey in June 1991..
 BY2537
 BY2537.The geoid height was determined by GEOID03.
 BY2537
 BY2537.The dynamic height is computed by dividing the NAVD 88
 BY2537.geopotential number by the normal gravity value computed on the
 BY2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2537.degrees latitude (g = 980.6199 gals.).
 BY2537
 BY2537.The modeled gravity was interpolated from observed gravity values.
 BY2537
 BY2537;                    North         East    Units  Estimated Accuracy
 BY2537;SPC TX C     - 3,260,520.    1,258,190.      MT  (+/- 180 meters Scaled)
 BY2537
 BY2537                          SUPERSEDED SURVEY CONTROL
 BY2537
 BY2537.No superseded survey control is available for this station.
 BY2537
 BY2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR646283(NAD 83)
 BY2537_MARKER: DB = BENCH MARK DISK
 BY2537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2537_SP_SET: STAINLESS STEEL ROD
 BY2537_STAMPING: H 1287 1979
 BY2537_PROJECTION: FLUSH
 BY2537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2537_ROD/PIPE-DEPTH: 4.57 meters
 BY2537
 BY2537  HISTORY     - Date     Condition        Report By
 BY2537  HISTORY     - 1979     MONUMENTED       NGS
 BY2537
 BY2537                          STATION DESCRIPTION
 BY2537
 BY2537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2537'1.8 MI SW FROM TIMPSON.
 BY2537'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 BY2537'HIGHWAY 87 IN TIMPSON, AT AN OPENING IN A FENCE, 236 FT. SOUTH OF THE
 BY2537'CENTERLINE OF A PRIVATE DRIVE, 70.5 FT. NORTHEAST OF A 6-INCH POLE
 BY2537'WITH A TELEPHONE WARNING SIGN, 65.0 FT. SOUTHEAST OF THE CENTERLINE OF
 BY2537'THE HIGHWAY, 14.0 FT. EAST-SOUTHEAST OF THE CENTERLINE OF A TRACK
 BY2537'ROAD, 5.0 FT. NORTHEAST OF A POWERLINE POLE.  DISK IS 3 INCHES BELOW
 BY2537'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2537'THE MARK IS 1 FT  WSW FROM A WITNESS POST.
 BY2537'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1950 ***********************************************************************
 BK1950  DESIGNATION -  H 1288
 BK1950  PID         -  BK1950
 BK1950  STATE/COUNTY-  TX/JASPER
 BK1950  USGS QUAD   -  CALL JUNCTION (1984)
 BK1950
 BK1950                         *CURRENT SURVEY CONTROL
 BK1950  ___________________________________________________________________
 BK1950* NAD 83(1986)-  30 37 03.     (N)    093 54 25.     (W)     SCALED    
 BK1950* NAVD 88     -        34.201  (meters)     112.21   (feet)  ADJUSTED  
 BK1950  ___________________________________________________________________
 BK1950  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BK1950  DYNAMIC HT  -          34.156 (meters)     112.06  (feet)  COMP
 BK1950  MODELED GRAV-     979,350.5   (mgal)                       NAVD 88
 BK1950
 BK1950  VERT ORDER  -  FIRST     CLASS II
 BK1950
 BK1950.The horizontal coordinates were scaled from a topographic map and have
 BK1950.an estimated accuracy of +/- 6 seconds.
 BK1950
 BK1950.The orthometric height was determined by differential leveling
 BK1950.and adjusted by the National Geodetic Survey in June 1991..
 BK1950
 BK1950.The geoid height was determined by GEOID03.
 BK1950
 BK1950.The dynamic height is computed by dividing the NAVD 88
 BK1950.geopotential number by the normal gravity value computed on the
 BK1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1950.degrees latitude (g = 980.6199 gals.).
 BK1950
 BK1950.The modeled gravity was interpolated from observed gravity values.
 BK1950
 BK1950;                    North         East    Units  Estimated Accuracy
 BK1950;SPC TX C     - 3,123,200.    1,315,780.      MT  (+/- 180 meters Scaled)
 BK1950
 BK1950                          SUPERSEDED SURVEY CONTROL
 BK1950
 BK1950  NGVD 29 (??/??/??)   34.183  (m)          112.15   (f) ADJUSTED    1 2
 BK1950
 BK1950.Superseded values are not recommended for survey control.
 BK1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1950.See file dsdata.txt to determine how the superseded data were derived.
 BK1950
 BK1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP130875(NAD 83)
 BK1950_MARKER: I = METAL ROD
 BK1950_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1950_SP_SET: STAINLESS STEEL ROD
 BK1950_STAMPING: H 1288 1979
 BK1950_PROJECTION: RECESSED 5 CENTIMETERS
 BK1950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1950+STABILITY: POSITION/ELEVATION WELL
 BK1950_ROD/PIPE-DEPTH: 7.62 meters
 BK1950
 BK1950  HISTORY     - Date     Condition        Report By
 BK1950  HISTORY     - 1979     MONUMENTED       NGS
 BK1950  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1950
 BK1950                          STATION DESCRIPTION
 BK1950
 BK1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1950'2.95 MI SSW FROM KIRBYVILLE.
 BK1950'2.95 MILES SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF
 BK1950'FARM ROAD 1013 IN KIRBYVILLE, ON THE PROPERTY OWNED BY MR. L.B. NIX,
 BK1950'178.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 84.5 FT. SOUTHEAST OF
 BK1950'A 30-INCH PINE TREE, 19.4 FT. EAST OF THE CORNER FENCE POST OF A SMALL
 BK1950'PASTURE, 11.4 FT. WEST OF A POWERLINE POLE WITH STREET LIGHT,
 BK1950'151.6 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL FRAME HOUSE,
 BK1950'121.0 FT. EAST OF A POWERLINE POLE WITH TRANSFORMER, 23.4 FT.
 BK1950'SOUTHEAST OF THE CENTER OF A DIRT DRIVEWAY LEADING EAST TO THE NIX
 BK1950'HOUSE, 1.0 FT. NORTH OF A FENCE LINE.  DISK IS 4 INCHES BELOW GROUND,
 BK1950'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1950'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BK1950'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1950
 BK1950                          STATION RECOVERY (2004)
 BK1950
 BK1950'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1924 ***********************************************************************
 BK1924  DESIGNATION -  H 1289
 BK1924  PID         -  BK1924
 BK1924  STATE/COUNTY-  TX/JASPER
 BK1924  USGS QUAD   -  JASPER EAST (1984)
 BK1924
 BK1924                         *CURRENT SURVEY CONTROL
 BK1924  ___________________________________________________________________
 BK1924* NAD 83(1986)-  30 58 57.     (N)    093 59 15.     (W)     SCALED    
 BK1924* NAVD 88     -        96.910  (meters)     317.95   (feet)  ADJUSTED  
 BK1924  ___________________________________________________________________
 BK1924  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BK1924  DYNAMIC HT  -          96.784 (meters)     317.53  (feet)  COMP
 BK1924  MODELED GRAV-     979,337.9   (mgal)                       NAVD 88
 BK1924
 BK1924  VERT ORDER  -  FIRST     CLASS II
 BK1924
 BK1924.The horizontal coordinates were scaled from a topographic map and have
 BK1924.an estimated accuracy of +/- 6 seconds.
 BK1924
 BK1924.The orthometric height was determined by differential leveling
 BK1924.and adjusted by the National Geodetic Survey in June 1991..
 BK1924
 BK1924.The geoid height was determined by GEOID03.
 BK1924
 BK1924.The dynamic height is computed by dividing the NAVD 88
 BK1924.geopotential number by the normal gravity value computed on the
 BK1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1924.degrees latitude (g = 980.6199 gals.).
 BK1924
 BK1924.The modeled gravity was interpolated from observed gravity values.
 BK1924
 BK1924;                    North         East    Units  Estimated Accuracy
 BK1924;SPC TX C     - 3,163,150.    1,305,760.      MT  (+/- 180 meters Scaled)
 BK1924
 BK1924                          SUPERSEDED SURVEY CONTROL
 BK1924
 BK1924  NGVD 29 (??/??/??)   96.908  (m)          317.94   (f) ADJUSTED    1 2
 BK1924
 BK1924.Superseded values are not recommended for survey control.
 BK1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1924.See file dsdata.txt to determine how the superseded data were derived.
 BK1924
 BK1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ057280(NAD 83)
 BK1924_MARKER: I = METAL ROD
 BK1924_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1924_SP_SET: STAINLESS STEEL ROD
 BK1924_STAMPING: H 1289 1979
 BK1924_PROJECTION: FLUSH
 BK1924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1924+STABILITY: POSITION/ELEVATION WELL
 BK1924_ROD/PIPE-DEPTH: 7.62 meters
 BK1924
 BK1924  HISTORY     - Date     Condition        Report By
 BK1924  HISTORY     - 1979     MONUMENTED       NGS
 BK1924
 BK1924                          STATION DESCRIPTION
 BK1924
 BK1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1924'4.85 MI NORTH FROM JASPER.
 BK1924'4.85 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1924'HIGHWAY 190 IN JASPER, AT THE NORTH BAPTIST CHURCH ON THE EAST
 BK1924'SIDE OF THE HIGHWAY, 66.0 FT. NORTH OF A FENCE CORNER, 62.5 FT.
 BK1924'EAST OF THE CENTERLINE OF THE HIGHWAY, 47.5 FT. SOUTHWEST OF THE
 BK1924'CENTER OF THE DOUBLE DOOR OF THE CHURCH, 42.6 FT. WEST OF THE
 BK1924'SOUTHWEST CORNER OF THE CHURCH, 3.0 FT. SOUTH OF A POWERLINE POLE WITH
 BK1924'LIGHT.  DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BK1924'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1924'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BK1924'THE MARK IS 5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2510 ***********************************************************************
 BY2510  DESIGNATION -  H 1289 A
 BY2510  PID         -  BY2510
 BY2510  STATE/COUNTY-  TX/NACOGDOCHES
 BY2510  USGS QUAD   -  CUSHING (1973)
 BY2510
 BY2510                         *CURRENT SURVEY CONTROL
 BY2510  ___________________________________________________________________
 BY2510* NAD 83(1986)-  31 46 27.     (N)    094 45 17.     (W)     SCALED    
 BY2510* NAVD 88     -       133.162  (meters)     436.88   (feet)  ADJUSTED  
 BY2510  ___________________________________________________________________
 BY2510  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BY2510  DYNAMIC HT  -         133.000 (meters)     436.35  (feet)  COMP
 BY2510  MODELED GRAV-     979,420.6   (mgal)                       NAVD 88
 BY2510
 BY2510  VERT ORDER  -  FIRST     CLASS II
 BY2510
 BY2510.The horizontal coordinates were scaled from a topographic map and have
 BY2510.an estimated accuracy of +/- 6 seconds.
 BY2510
 BY2510.The orthometric height was determined by differential leveling
 BY2510.and adjusted by the National Geodetic Survey in June 1991..
 BY2510
 BY2510.The geoid height was determined by GEOID03.
 BY2510
 BY2510.The dynamic height is computed by dividing the NAVD 88
 BY2510.geopotential number by the normal gravity value computed on the
 BY2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2510.degrees latitude (g = 980.6199 gals.).
 BY2510
 BY2510.The modeled gravity was interpolated from observed gravity values.
 BY2510
 BY2510;                    North         East    Units  Estimated Accuracy
 BY2510;SPC TX C     - 3,246,880.    1,228,190.      MT  (+/- 180 meters Scaled)
 BY2510
 BY2510                          SUPERSEDED SURVEY CONTROL
 BY2510
 BY2510.No superseded survey control is available for this station.
 BY2510
 BY2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR338167(NAD 83)
 BY2510_MARKER: DB = BENCH MARK DISK
 BY2510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2510_SP_SET: STAINLESS STEEL ROD
 BY2510_STAMPING: H 1289 A 1979
 BY2510_PROJECTION: FLUSH
 BY2510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2510_ROD/PIPE-DEPTH: 3.05 meters
 BY2510
 BY2510  HISTORY     - Date     Condition        Report By
 BY2510  HISTORY     - 1979     MONUMENTED       NGS
 BY2510  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2510
 BY2510                          STATION DESCRIPTION
 BY2510
 BY2510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2510'6.25 MI SE FROM CUSHING.
 BY2510'6.25 MILES SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM
 BY2510'ROAD 225 IN CUSHING, AT A TURN OUT, AT A WIRE GATE AND FIELD ENTRANCE,
 BY2510'60.0 FT. NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 58.0 FT. EAST OF
 BY2510'THE SOUTHEAST END OF A CONCRETE CULVERT, 13.5 FT. SOUTHEAST OF THE
 BY2510'CENTER OF THE GATE, 1.0 FT. SOUTHWEST OF A FENCE.  DISK IS 3 INCHES
 BY2510'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BY2510'PLUG.
 BY2510'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 BY2510'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BY2510
 BY2510                          STATION RECOVERY (1998)
 BY2510
 BY2510'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2483 ***********************************************************************
 BY2483  DESIGNATION -  H 1290
 BY2483  PID         -  BY2483
 BY2483  STATE/COUNTY-  TX/CHEROKEE
 BY2483  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2483
 BY2483                         *CURRENT SURVEY CONTROL
 BY2483  ___________________________________________________________________
 BY2483* NAD 83(1986)-  31 57 28.     (N)    095 17 55.     (W)     SCALED    
 BY2483* NAVD 88     -       140.722  (meters)     461.69   (feet)  ADJUSTED  
 BY2483  ___________________________________________________________________
 BY2483  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY2483  DYNAMIC HT  -         140.553 (meters)     461.13  (feet)  COMP
 BY2483  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 BY2483
 BY2483  VERT ORDER  -  FIRST     CLASS II
 BY2483
 BY2483.The horizontal coordinates were scaled from a topographic map and have
 BY2483.an estimated accuracy of +/- 6 seconds.
 BY2483
 BY2483.The orthometric height was determined by differential leveling
 BY2483.and adjusted by the National Geodetic Survey in June 1991..
 BY2483
 BY2483.The geoid height was determined by GEOID03.
 BY2483
 BY2483.The dynamic height is computed by dividing the NAVD 88
 BY2483.geopotential number by the normal gravity value computed on the
 BY2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2483.degrees latitude (g = 980.6199 gals.).
 BY2483
 BY2483.The modeled gravity was interpolated from observed gravity values.
 BY2483
 BY2483;                    North         East    Units  Estimated Accuracy
 BY2483;SPC TX C     - 3,264,770.    1,175,810.      MT  (+/- 180 meters Scaled)
 BY2483
 BY2483                          SUPERSEDED SURVEY CONTROL
 BY2483
 BY2483.No superseded survey control is available for this station.
 BY2483
 BY2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR827380(NAD 83)
 BY2483_MARKER: DB = BENCH MARK DISK
 BY2483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2483_SP_SET: STAINLESS STEEL ROD
 BY2483_STAMPING: H 1290 1980
 BY2483_PROJECTION: FLUSH
 BY2483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2483_ROD/PIPE-DEPTH: 4.0  meters
 BY2483
 BY2483  HISTORY     - Date     Condition        Report By
 BY2483  HISTORY     - 1980     MONUMENTED       NGS
 BY2483  HISTORY     - 20040606 GOOD             USPSQD
 BY2483
 BY2483                          STATION DESCRIPTION
 BY2483
 BY2483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2483'2.8 KM SW FROM JACKSONVILLE.
 BY2483'2.8 KM. (1.75 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BY2483'OF U.S. HIGHWAY 69 IN JACKSONVILLE, AT THE JUNCTION OF A PAVED ROAD
 BY2483'LEADING NORTH, 60.0 M. (197 FT.) NORTH OF THE CENTERLINE OF THE
 BY2483'HIGHWAY, 29.3 M. (96.0 FT.) NORTH OF THE NORTH RAIL OF THE MISSOURI
 BY2483'PACIFIC RAILROAD, 10.7 M. (35.0 FT.) EAST OF THE CENTERLINE OF THE
 BY2483'ROAD, 10.4 M. (34.0 FT.) SOUTHEAST OF THE CENTER OF A METAL GATE,
 BY2483'4.6 M. (15.0 FT.) EAST OF A FENCE CORNER, 4.3 M. (14.0 FT.) EAST OF A
 BY2483'POWERLINE POLE, 0.3 M. (1.0 FT.) SOUTH OF A FENCE.  DISK IS 6 CM.
 BY2483'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW
 BY2483'PLUG.
 BY2483'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 BY2483'THE MARK IS ABOVE LEVEL WITH THE ROAD..
 BY2483
 BY2483                          STATION RECOVERY (2004)
 BY2483
 BY2483'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2467 ***********************************************************************
 BY2467  DESIGNATION -  H 1291
 BY2467  PID         -  BY2467
 BY2467  STATE/COUNTY-  TX/ANDERSON
 BY2467  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2467
 BY2467                         *CURRENT SURVEY CONTROL
 BY2467  ___________________________________________________________________
 BY2467* NAD 83(1986)-  31 45 45.     (N)    095 37 55.     (W)     SCALED    
 BY2467* NAVD 88     -       148.629  (meters)     487.63   (feet)  ADJUSTED  
 BY2467  ___________________________________________________________________
 BY2467  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2467  DYNAMIC HT  -         148.448 (meters)     487.03  (feet)  COMP
 BY2467  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 BY2467  OBS GRAVITY -     979,418.1   (mgal)                       GRAV_OBS
 BY2467
 BY2467  VERT ORDER  -  FIRST     CLASS II
 BY2467
 BY2467.The horizontal coordinates were scaled from a topographic map and have
 BY2467.an estimated accuracy of +/- 6 seconds.
 BY2467
 BY2467.The orthometric height was determined by differential leveling
 BY2467.and adjusted by the National Geodetic Survey in June 1991..
 BY2467
 BY2467.The geoid height was determined by GEOID03.
 BY2467
 BY2467.The dynamic height is computed by dividing the NAVD 88
 BY2467.geopotential number by the normal gravity value computed on the
 BY2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2467.degrees latitude (g = 980.6199 gals.).
 BY2467
 BY2467.The modeled gravity was interpolated from observed gravity values.
 BY2467.The observed gravity was obtained from relative gravimeter ties
 BY2467.to the IGSN71 gravity network.
 BY2467
 BY2467;                    North         East    Units  Estimated Accuracy
 BY2467;SPC TX C     - 3,241,750.    1,145,240.      MT  (+/- 180 meters Scaled)
 BY2467
 BY2467                          SUPERSEDED SURVEY CONTROL
 BY2467
 BY2467.No superseded survey control is available for this station.
 BY2467
 BY2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR507171(NAD 83)
 BY2467_MARKER: DV = VERTICAL CONTROL DISK
 BY2467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2467_SP_SET: BUILDING
 BY2467_STAMPING: H 1291 1980
 BY2467_MARK LOGO: NGS   
 BY2467_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2467+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1997
 BY2467
 BY2467  HISTORY     - Date     Condition        Report By
 BY2467  HISTORY     - 1980     MONUMENTED       NGS
 BY2467  HISTORY     - 1980     GOOD             NGS
 BY2467  HISTORY     - 1990     GOOD             USPSQD
 BY2467  HISTORY     - 19971016 GOOD             NGS
 BY2467  HISTORY     - 20020824 GOOD             USPSQD
 BY2467
 BY2467                          STATION DESCRIPTION
 BY2467
 BY2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2467'IN PALESTINE.
 BY2467'IN PALESTINE, AT THE JUNCTION OF OAK AND NORTH SYCAMORE STREETS, IN
 BY2467'TOP OF THE NORTH CORNER OF THE WEST FOUNDATION OF THE FEDERAL
 BY2467'BUILDING, 11.2 M. (36.6 FT.) NORTH OF THE NORTH CURB OF OAK STREET,
 BY2467'4.9 M. (16.0 FT.) EAST OF THE EAST CURB OF SYCAMORE STREET, 4.0 M.
 BY2467'(13.2 FT.) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, 0.2 M.
 BY2467'(0.6 FT.) WEST OF THE WEST FACE OF THE BUILDING, 4.8 M. (15.8 FT.)
 BY2467'SOUTH OF THE CENTER OF TWO DOORS ON THE WEST SIDE OF THE BUILDING.
 BY2467'THE MARK IS 0.6 M ABOVE THE WALKWAY.
 BY2467
 BY2467                          STATION RECOVERY (1980)
 BY2467
 BY2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2467'NOTE-THIS MARK IS DESCRIBED IN L24543.L2.
 BY2467
 BY2467                          STATION RECOVERY (1990)
 BY2467
 BY2467'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2467'RECOVERED IN GOOD CONDITION.
 BY2467
 BY2467                          STATION RECOVERY (1997)
 BY2467
 BY2467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2467'IN PALESTINE, AT THE INTERSECTION OF NORTH SYCAMORE AND EAST OAK
 BY2467'STREETS, IN THE STONE FOUNDATION AND BELOW THE MOST SOUTHERLY WINDOW
 BY2467'OF THE WEST FACE OF THE FEDERAL BUILDING, 19.1 M (62.7 FT) NORTH OF
 BY2467'THE CENTER OF EAST OAK STREET, 11.7 M (38.4 FT) EAST OF THE CENTER OF
 BY2467'NORTH SYCAMORE STREET, 4.7 M (15.4 FT) SOUTH OF THE CENTER OF THE WEST
 BY2467'ENTRANCE TO THE BUILDING, 4.0 M (13.1 FT) NORTH OF THE SOUTHWEST
 BY2467'CORNER OF THE BUILDING, 1.0 M (3.3 FT) ABOVE THE LEVEL OF NORTH
 BY2467'SYCAMORE STREET, AND 0.2 M (0.7 FT) WEST OF THE WEST FACE OF THE
 BY2467'BUILDING.
 BY2467
 BY2467                          STATION RECOVERY (2002)
 BY2467
 BY2467'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1128 ***********************************************************************
 BZ1128  DESIGNATION -  H 1294
 BZ1128  PID         -  BZ1128
 BZ1128  STATE/COUNTY-  TX/LEON
 BZ1128  USGS QUAD   -  BUFFALO (1982)
 BZ1128
 BZ1128                         *CURRENT SURVEY CONTROL
 BZ1128  ___________________________________________________________________
 BZ1128* NAD 83(1986)-  31 29 34.     (N)    096 01 08.     (W)     SCALED    
 BZ1128* NAVD 88     -        80.468  (meters)     264.00   (feet)  ADJUSTED  
 BZ1128  ___________________________________________________________________
 BZ1128  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BZ1128  DYNAMIC HT  -          80.369 (meters)     263.68  (feet)  COMP
 BZ1128  MODELED GRAV-     979,411.1   (mgal)                       NAVD 88
 BZ1128
 BZ1128  VERT ORDER  -  FIRST     CLASS II
 BZ1128
 BZ1128.The horizontal coordinates were scaled from a topographic map and have
 BZ1128.an estimated accuracy of +/- 6 seconds.
 BZ1128
 BZ1128.The orthometric height was determined by differential leveling
 BZ1128.and adjusted by the National Geodetic Survey in June 1991..
 BZ1128
 BZ1128.The geoid height was determined by GEOID03.
 BZ1128
 BZ1128.The dynamic height is computed by dividing the NAVD 88
 BZ1128.geopotential number by the normal gravity value computed on the
 BZ1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1128.degrees latitude (g = 980.6199 gals.).
 BZ1128
 BZ1128.The modeled gravity was interpolated from observed gravity values.
 BZ1128
 BZ1128;                    North         East    Units  Estimated Accuracy
 BZ1128;SPC TX C     - 3,210,380.    1,109,780.      MT  (+/- 180 meters Scaled)
 BZ1128
 BZ1128                          SUPERSEDED SURVEY CONTROL
 BZ1128
 BZ1128.No superseded survey control is available for this station.
 BZ1128
 BZ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV831880(NAD 83)
 BZ1128_MARKER: DB = BENCH MARK DISK
 BZ1128_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1128_SP_SET: STAINLESS STEEL ROD
 BZ1128_STAMPING: H 1294 1980
 BZ1128_PROJECTION: FLUSH
 BZ1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1128_ROD/PIPE-DEPTH: 7.6  meters
 BZ1128
 BZ1128  HISTORY     - Date     Condition        Report By
 BZ1128  HISTORY     - 1980     MONUMENTED       NGS
 BZ1128  HISTORY     - 1990     GOOD             USPSQD
 BZ1128
 BZ1128                          STATION DESCRIPTION
 BZ1128
 BZ1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1128'5.55 KM NE FROM BUFFALO.
 BZ1128'5.55 KM. (3.45 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BZ1128'OF U.S. HIGHWAY 75 IN BUFFALO, AT A FIELD ROAD WITH A METAL GATE
 BZ1128'LEADING WEST, 30.8 M. (101 FT.) NORTHWEST AND ACROSS THE HIGHWAY
 BZ1128'FROM A METAL GATE, 14.6 M. (48.0 FT.) NORTHWEST OF THE CENTERLINE OF
 BZ1128'THE HIGHWAY, 9.1 M. (30.0 FT.) NORTHEAST OF A FENCE CORNER, 5.2 M.
 BZ1128'(17.0 FT.) NORTHEAST OF THE CENTER OF THE ROAD AND METAL GATE, 7.9 M.
 BZ1128'(26.0 FT.) SOUTH-SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER,
 BZ1128'0.3 M. (1.0 FT.) SOUTHEAST OF A FENCE, 4.6 M. (15.0 FT.) NORTHWEST OF
 BZ1128'THE NORTHWEST END OF A CONCRETE CULVERT UNDER THE ROAD.  DISK IS 3 CM.
 BZ1128'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW
 BZ1128'PLUG.
 BZ1128'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 BZ1128'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BZ1128
 BZ1128                          STATION RECOVERY (1990)
 BZ1128
 BZ1128'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1163 ***********************************************************************
 BZ1163  DESIGNATION -  H 1295
 BZ1163  PID         -  BZ1163
 BZ1163  STATE/COUNTY-  TX/LIMESTONE
 BZ1163  USGS QUAD   -  UNION HIGH (1965)
 BZ1163
 BZ1163                         *CURRENT SURVEY CONTROL
 BZ1163  ___________________________________________________________________
 BZ1163* NAD 83(1986)-  31 45 10.     (N)    096 37 01.     (W)     SCALED    
 BZ1163* NAVD 88     -       162.805  (meters)     534.14   (feet)  ADJUSTED  
 BZ1163  ___________________________________________________________________
 BZ1163  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 BZ1163  DYNAMIC HT  -         162.612 (meters)     533.50  (feet)  COMP
 BZ1163  MODELED GRAV-     979,448.2   (mgal)                       NAVD 88
 BZ1163
 BZ1163  VERT ORDER  -  FIRST     CLASS II
 BZ1163
 BZ1163.The horizontal coordinates were scaled from a topographic map and have
 BZ1163.an estimated accuracy of +/- 6 seconds.
 BZ1163
 BZ1163.The orthometric height was determined by differential leveling
 BZ1163.and adjusted by the National Geodetic Survey in June 1991..
 BZ1163
 BZ1163.The geoid height was determined by GEOID03.
 BZ1163
 BZ1163.The dynamic height is computed by dividing the NAVD 88
 BZ1163.geopotential number by the normal gravity value computed on the
 BZ1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1163.degrees latitude (g = 980.6199 gals.).
 BZ1163
 BZ1163.The modeled gravity was interpolated from observed gravity values.
 BZ1163
 BZ1163;                    North         East    Units  Estimated Accuracy
 BZ1163;SPC TX C     - 3,237,150.    1,052,040.      MT  (+/- 180 meters Scaled)
 BZ1163
 BZ1163                          SUPERSEDED SURVEY CONTROL
 BZ1163
 BZ1163.No superseded survey control is available for this station.
 BZ1163
 BZ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA257155(NAD 83)
 BZ1163_MARKER: I = METAL ROD
 BZ1163_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1163_SP_SET: STAINLESS STEEL ROD
 BZ1163_STAMPING: H 1295 1980
 BZ1163_PROJECTION: FLUSH
 BZ1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1163_ROD/PIPE-DEPTH: 6.1  meters
 BZ1163
 BZ1163  HISTORY     - Date     Condition        Report By
 BZ1163  HISTORY     - 1980     MONUMENTED       NGS
 BZ1163
 BZ1163                          STATION DESCRIPTION
 BZ1163
 BZ1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1163'15.4 KM NW FROM MEXIA.
 BZ1163'15.4 KM. (9.55 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE
 BZ1163'JUNCTION OF STATE HIGHWAY 14 IN MEXIA, AT THE JUNCTION OF A PAVED ROAD
 BZ1163'LEADING NORTHWEST, 45.3 M. (148.5 FT.) NORTH OF THE CENTERLINE OF THE
 BZ1163'HIGHWAY, 11.3 M. (37.0 FT.) EAST OF THE CENTERLINE OF THE PAVED ROAD,
 BZ1163'5.2 M. (17.0 FT.) SOUTH-SOUTHEAST OF THE CENTER OF A FIELD ROAD AND A
 BZ1163'WIRE GATE, 43.0 M. (141 FT.) NORTHWEST OF A POWERLINE POLE, 48.2 M.
 BZ1163'(158 FT.) NORTHWEST OF A FENCE CORNER, 0.3 M. (1.0 FT.) SOUTHWEST OF A
 BZ1163'FENCE, 0.8 M. (2.5 FT.) SOUTHEAST OF A RIGHT-OF-WAY MARKER.  DATUM
 BZ1163'POINT IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM.
 BZ1163'LOGO CAP.
 BZ1163'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 BZ1163'THE MARK IS 1.0 M BELOW THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1889 ***********************************************************************
 BL1889  DESIGNATION -  H 1296
 BL1889  PID         -  BL1889
 BL1889  STATE/COUNTY-  TX/TRINITY
 BL1889  USGS QUAD   -  TRINITY WEST (1972)
 BL1889
 BL1889                         *CURRENT SURVEY CONTROL
 BL1889  ___________________________________________________________________
 BL1889* NAD 83(1986)-  30 57 57.     (N)    095 23 26.     (W)     SCALED    
 BL1889* NAVD 88     -        81.668  (meters)     267.94   (feet)  ADJUSTED  
 BL1889  ___________________________________________________________________
 BL1889  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL1889  DYNAMIC HT  -          81.563 (meters)     267.59  (feet)  COMP
 BL1889  MODELED GRAV-     979,363.7   (mgal)                       NAVD 88
 BL1889
 BL1889  VERT ORDER  -  FIRST     CLASS II
 BL1889
 BL1889.The horizontal coordinates were scaled from a topographic map and have
 BL1889.an estimated accuracy of +/- 6 seconds.
 BL1889
 BL1889.The orthometric height was determined by differential leveling
 BL1889.and adjusted by the National Geodetic Survey in June 1991..
 BL1889
 BL1889.The geoid height was determined by GEOID03.
 BL1889
 BL1889.The dynamic height is computed by dividing the NAVD 88
 BL1889.geopotential number by the normal gravity value computed on the
 BL1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1889.degrees latitude (g = 980.6199 gals.).
 BL1889
 BL1889.The modeled gravity was interpolated from observed gravity values.
 BL1889
 BL1889;                    North         East    Units  Estimated Accuracy
 BL1889;SPC TX C     - 3,154,510.    1,172,010.      MT  (+/- 180 meters Scaled)
 BL1889
 BL1889                          SUPERSEDED SURVEY CONTROL
 BL1889
 BL1889.No superseded survey control is available for this station.
 BL1889
 BL1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ716282(NAD 83)
 BL1889_MARKER: DB = BENCH MARK DISK
 BL1889_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1889_SP_SET: STAINLESS STEEL ROD
 BL1889_STAMPING: H 1296 1980
 BL1889_PROJECTION: FLUSH
 BL1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1889_ROD/PIPE-DEPTH: 4.5  meters
 BL1889
 BL1889  HISTORY     - Date     Condition        Report By
 BL1889  HISTORY     - 1980     MONUMENTED       NGS
 BL1889  HISTORY     - 19960601 GOOD             USPSQD
 BL1889
 BL1889                          STATION DESCRIPTION
 BL1889
 BL1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BL1889'2.6 KM NW FROM TRINITY.
 BL1889'2.6 KM. (1.6 MI.) NORTHWEST ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 BL1889'OF STATE HIGHWAY 94 IN TRINITY, 32.0 M. (105 FT.) NORTHEAST OF THE
 BL1889'CENTERLINE OF THE HIGHWAY, 6.7 M. (22.0 FT.) EAST-SOUTHEAST OF THE
 BL1889'CENTERLINE OF A PRIVATE DRIVE LEADING NORTHEAST TO A CATTLE RANCH,
 BL1889'16.5 M. (54.0 FT.) NORTHEAST OF A CORNER FENCE POST, 0.3 M. (1.0 FT.)
 BL1889'NORTHWEST OF A FENCE, 15.2 M. (50.0 FT.) EAST-NORTHEAST OF THE EAST
 BL1889'CORNER OF A CATTLE GUARD, 13.4 M. (44.0 FT.) EAST OF AN 80-CM. OAK
 BL1889'TREE.  DISK IS 12 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BL1889'10-CM. PLASTIC SCREW PLUG.
 BL1889'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 BL1889'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BL1889
 BL1889                          STATION RECOVERY (1996)
 BL1889
 BL1889'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2454 ***********************************************************************
 BY2454  DESIGNATION -  H 1297
 BY2454  PID         -  BY2454
 BY2454  STATE/COUNTY-  TX/ANDERSON
 BY2454  USGS QUAD   -  ELKHART CREEK (1982)
 BY2454
 BY2454                         *CURRENT SURVEY CONTROL
 BY2454  ___________________________________________________________________
 BY2454* NAD 83(1986)-  31 37 11.     (N)    095 35 17.     (W)     SCALED    
 BY2454* NAVD 88     -       110.540  (meters)     362.66   (feet)  ADJUSTED  
 BY2454  ___________________________________________________________________
 BY2454  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BY2454  DYNAMIC HT  -         110.404 (meters)     362.22  (feet)  COMP
 BY2454  MODELED GRAV-     979,405.8   (mgal)                       NAVD 88
 BY2454
 BY2454  VERT ORDER  -  FIRST     CLASS II
 BY2454
 BY2454.The horizontal coordinates were scaled from a topographic map and have
 BY2454.an estimated accuracy of +/- 6 seconds.
 BY2454
 BY2454.The orthometric height was determined by differential leveling
 BY2454.and adjusted by the National Geodetic Survey in June 1991..
 BY2454
 BY2454.The geoid height was determined by GEOID03.
 BY2454
 BY2454.The dynamic height is computed by dividing the NAVD 88
 BY2454.geopotential number by the normal gravity value computed on the
 BY2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2454.degrees latitude (g = 980.6199 gals.).
 BY2454
 BY2454.The modeled gravity was interpolated from observed gravity values.
 BY2454
 BY2454;                    North         East    Units  Estimated Accuracy
 BY2454;SPC TX C     - 3,226,110.    1,150,070.      MT  (+/- 180 meters Scaled)
 BY2454
 BY2454                          SUPERSEDED SURVEY CONTROL
 BY2454
 BY2454.No superseded survey control is available for this station.
 BY2454
 BY2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR545011(NAD 83)
 BY2454_MARKER: DB = BENCH MARK DISK
 BY2454_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2454_SP_SET: STAINLESS STEEL ROD
 BY2454_STAMPING: H 1297 1980
 BY2454_PROJECTION: FLUSH
 BY2454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2454_ROD/PIPE-DEPTH: 5.5  meters
 BY2454
 BY2454  HISTORY     - Date     Condition        Report By
 BY2454  HISTORY     - 1980     MONUMENTED       NGS
 BY2454  HISTORY     - 1990     GOOD             USPSQD
 BY2454
 BY2454                          STATION DESCRIPTION
 BY2454
 BY2454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2454'0.95 KM WEST FROM ELKHART.
 BY2454'0.95 KM. (0.6 MI.) WEST ALONG STATE HIGHWAY 294 FROM THE CROSSING OF
 BY2454'THE MISSOURI PACIFIC RAILROAD IN ELKHART, AT THE JUNCTION OF FARM ROAD
 BY2454'319, AT A TEXAS HISTORICAL MARKER, 17.7 M. (58.0 FT.) NORTH-NORTHWEST
 BY2454'OF THE CENTERLINE OF THE HIGHWAY, 52.7 M. (173 FT.) EAST-NORTHEAST OF
 BY2454'THE CENTERLINE OF THE FARM ROAD, 0.3 M. (1.0 FT.) EAST OF THE
 BY2454'SOUTHEAST FOUNDATION CORNER OF THE MARKER, 43.6 M. (143 FT.)
 BY2454'EAST-SOUTHEAST OF BENCH MARK E 406, 18.0 M. (59.0 FT.) EAST-NORTHEAST
 BY2454'OF A 50-CM. OAK TREE.  DISK IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS
 BY2454'HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2454'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BY2454
 BY2454                          STATION RECOVERY (1990)
 BY2454
 BY2454'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0149 ***********************************************************************
 AH0149  DESIGNATION -  H 12=PTS 54 Y
 AH0149  PID         -  AH0149
 AH0149  STATE/COUNTY-  TX/SAN PATRICIO
 AH0149  USGS QUAD   -  ARANSAS PASS (1975)
 AH0149
 AH0149                         *CURRENT SURVEY CONTROL
 AH0149  ___________________________________________________________________
 AH0149* NAD 83(1986)-  27 53 53.     (N)    097 14 38.     (W)     SCALED    
 AH0149* NAVD 88     -         6.082  (meters)      19.95   (feet)  ADJUSTED  
 AH0149  ___________________________________________________________________
 AH0149  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AH0149  DYNAMIC HT  -           6.072 (meters)      19.92  (feet)  COMP
 AH0149  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 AH0149
 AH0149  VERT ORDER  -  FIRST     CLASS I
 AH0149
 AH0149.The horizontal coordinates were scaled from a topographic map and have
 AH0149.an estimated accuracy of +/- 6 seconds.
 AH0149
 AH0149.The orthometric height was determined by differential leveling
 AH0149.and adjusted by the National Geodetic Survey in December 1997..
 AH0149.WARNING-Repeat measurements at this control monument indicate possible
 AH0149.vertical movement.
 AH0149
 AH0149.The geoid height was determined by GEOID03.
 AH0149
 AH0149.The dynamic height is computed by dividing the NAVD 88
 AH0149.geopotential number by the normal gravity value computed on the
 AH0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0149.degrees latitude (g = 980.6199 gals.).
 AH0149
 AH0149.The modeled gravity was interpolated from observed gravity values.
 AH0149
 AH0149;                    North         East    Units  Estimated Accuracy
 AH0149;SPC TX S     - 5,247,850.      423,670.      MT  (+/- 180 meters Scaled)
 AH0149
 AH0149                          SUPERSEDED SURVEY CONTROL
 AH0149
 AH0149  NAVD 88 (06/15/91)    6.070  (m)           19.91   (f) UNKNOWN     1 1
 AH0149
 AH0149.Superseded values are not recommended for survey control.
 AH0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0149.See file dsdata.txt to determine how the superseded data were derived.
 AH0149
 AH0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR728871(NAD 83)
 AH0149_MARKER: DB = BENCH MARK DISK
 AH0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0149_STAMPING: PRIM TRAV STATION NO 54 Y TEXAS H 12 1923
 AH0149_MARK LOGO: USGS  
 AH0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0149+STABILITY: SURFACE MOTION
 AH0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0149+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0149
 AH0149  HISTORY     - Date     Condition        Report By
 AH0149  HISTORY     - 1923     MONUMENTED       USGS
 AH0149  HISTORY     - 1959     GOOD             NGS
 AH0149  HISTORY     - 1978     GOOD             NGS
 AH0149  HISTORY     - 19950610 GOOD             USPSQD
 AH0149  HISTORY     - 19970203 GOOD             NGS
 AH0149
 AH0149                          STATION DESCRIPTION
 AH0149
 AH0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0149'2.5 MI NW FROM INGLESIDE.
 AH0149'ABOUT 2.5 MILES NORTHWEST ALONG FARM ROAD 632 FROM THE POSTOFFICE AT
 AH0149'INGLESIDE, 122 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 1/2
 AH0149'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TEXAS AND NEW ORLEANS
 AH0149'RAILROAD, 7 FEET SOUTHEAST OF A TELEPHONE POLE, 1.0 FOOT NORTHEAST OF
 AH0149'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND
 AH0149'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AH0149
 AH0149                          STATION RECOVERY (1978)
 AH0149
 AH0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0149'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 361 FROM JUNCTION WITH
 AH0149'FARM ROAD 1069 AT INGLESIDE, 122 FT NORTHEAST OF THE CENTERLINE
 AH0149'OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 37 FT NORTHEAST OF THE
 AH0149'NORTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 230 FT NORTHEAST
 AH0149'OF THE ENTRANCE TO A DUPONT PETRO CHEMICAL PLANT.
 AH0149
 AH0149                          STATION RECOVERY (1995)
 AH0149
 AH0149'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0149'RECOVERED IN GOOD CONDITION.
 AH0149
 AH0149                          STATION RECOVERY (1997)
 AH0149
 AH0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0149'5.4 KM (3.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AH0149'OFFICE IN GREGORY, 46.7 M (153.2 FT) SOUTH OF THE EXTENDED CENTER OF A
 AH0149'ROAD LEADING TO A DUPONT CHEMICAL PLANT, 37.4 M (122.7 FT) NORTHEAST
 AH0149'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 11.1 M (36.4
 AH0149'FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 1.2 M
 AH0149'(3.9 FT) BELOW THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) NORTHEAST OF A
 AH0149'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0145 ***********************************************************************
 CU0145  DESIGNATION -  H 13
 CU0145  PID         -  CU0145
 CU0145  STATE/COUNTY-  TX/TAYLOR
 CU0145  USGS QUAD   -  MERKEL WEST (1984)
 CU0145
 CU0145                         *CURRENT SURVEY CONTROL
 CU0145  ___________________________________________________________________
 CU0145* NAD 83(1986)-  32 28 14.     (N)    100 01 00.     (W)     SCALED    
 CU0145* NAVD 88     -       570.696  (meters)    1872.36   (feet)  POSTED    
 CU0145  ___________________________________________________________________
 CU0145  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CU0145  DYNAMIC HT  -         569.950 (meters)    1869.91  (feet)  COMP
 CU0145  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 CU0145
 CU0145  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0145
 CU0145.The horizontal coordinates were scaled from a topographic map and have
 CU0145.an estimated accuracy of +/- 6 seconds.
 CU0145
 CU0145.The orthometric height was determined by differential leveling
 CU0145.and adjusted by the National Geodetic Survey in 1992..
 CU0145.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0145.rate of 0.0 thru 1.0 mm/km.
 CU0145
 CU0145.The geoid height was determined by GEOID03.
 CU0145
 CU0145.The dynamic height is computed by dividing the NAVD 88
 CU0145.geopotential number by the normal gravity value computed on the
 CU0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0145.degrees latitude (g = 980.6199 gals.).
 CU0145
 CU0145.The modeled gravity was interpolated from observed gravity values.
 CU0145
 CU0145;                    North         East    Units  Estimated Accuracy
 CU0145;SPC TXNC     - 2,090,170.      457,440.      MT  (+/- 180 meters Scaled)
 CU0145
 CU0145                          SUPERSEDED SURVEY CONTROL
 CU0145
 CU0145.No superseded survey control is available for this station.
 CU0145
 CU0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA044930(NAD 83)
 CU0145_MARKER: Z = SEE DESCRIPTION
 CU0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0145+STABILITY: SURFACE MOTION
 CU0145
 CU0145  HISTORY     - Date     Condition        Report By
 CU0145  HISTORY     - UNK      MONUMENTED       CGS
 CU0145  HISTORY     - 1956     MARK NOT FOUND   NGS
 CU0145  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0145
 CU0145                          STATION DESCRIPTION
 CU0145
 CU0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0145'IN MERKEL.
 CU0145'AT MERKEL, TAYLOR CO., IN FRONT OF THE SECTION FOREMANS HOUSE, 10
 CU0145'METERS (33 FEET) NORTH OF THE MAIN LINE OF THE TEXAS AND PACIFIC
 CU0145'RAILWAY AND JUST WEST OF A ROAD THAT CROSSES THE TRACK.  A STONE POST
 CU0145'WITH SQUARE HOLE IN TOP.  NOTE-- HIGHWAY HAS BEEN WIDENED.
 CU0145
 CU0145                          STATION RECOVERY (2001)
 CU0145
 CU0145'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0243 ***********************************************************************
 AH0243  DESIGNATION -  H 13 PTS 53 Y
 AH0243  PID         -  AH0243
 AH0243  STATE/COUNTY-  TX/SAN PATRICIO
 AH0243  USGS QUAD   -  ARANSAS PASS (1975)
 AH0243
 AH0243                         *CURRENT SURVEY CONTROL
 AH0243  ___________________________________________________________________
 AH0243* NAD 83(1986)-  27 52 48.     (N)    097 12 38.     (W)     SCALED    
 AH0243* NAVD 88     -         4.34   (+/-2cm)      14.2    (feet)  VERTCON   
 AH0243  ___________________________________________________________________
 AH0243  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0243
 AH0243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0243
 AH0243.The horizontal coordinates were scaled from a topographic map and have
 AH0243.an estimated accuracy of +/- 6 seconds.
 AH0243
 AH0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0243.The vertical order pertains to the NGVD 29 superseded value.
 AH0243
 AH0243.The geoid height was determined by GEOID03.
 AH0243
 AH0243;                    North         East    Units  Estimated Accuracy
 AH0243;SPC TX S     - 5,245,880.      426,970.      MT  (+/- 180 meters Scaled)
 AH0243
 AH0243                          SUPERSEDED SURVEY CONTROL
 AH0243
 AH0243  NGVD 29 (??/??/92)    4.52   (m)           14.8    (f) COMPUTED    2 0
 AH0243
 AH0243.Superseded values are not recommended for survey control.
 AH0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0243.See file dsdata.txt to determine how the superseded data were derived.
 AH0243
 AH0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR761851(NAD 83)
 AH0243_MARKER: DD = SURVEY DISK
 AH0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0243_STAMPING: PRIM TRAV STA NO 53 Y 1923 TEXAS H 13
 AH0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0243+STABILITY: SURFACE MOTION
 AH0243
 AH0243  HISTORY     - Date     Condition        Report By
 AH0243  HISTORY     - 1923     MONUMENTED       USGS
 AH0243  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0243  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0243
 AH0243                          STATION DESCRIPTION
 AH0243
 AH0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0243'IN INGLESIDE.
 AH0243'AT INGLESIDE, SAN PATRICIO COUNTY, 14.5 FEET NORTHEAST OF THE
 AH0243'NORTHEAST CORNER OF THE TEXAS AND NEW ORLEANS RAILROAD STATION, AT THE
 AH0243'CROSSING OF A COUNTY ROAD, 34 FEET WEST OF THE CENTERLINE OF THE ROAD,
 AH0243'12.3 FEET SOUTH OF THE CENTERLINE OF THE TRACK AND 1/2 FOOT LOWER THAN
 AH0243'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 AH0243'PRIM TRAV STA NO 53 Y 1923 TEXAS H 13 AND SET IN THE TOP OF A CONCRETE
 AH0243'POST 0.5 FOOT UNDER GROUND.  NOTE-- ROAD CONSTRUCTION IN AREA.
 AH0243
 AH0243                          STATION RECOVERY (1995)
 AH0243
 AH0243'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0330 ***********************************************************************
 CT0330  DESIGNATION -  H 13 USGS
 CT0330  PID         -  CT0330
 CT0330  STATE/COUNTY-  TX/SHACKELFORD
 CT0330  USGS QUAD   -  ALBANY (1965)
 CT0330
 CT0330                         *CURRENT SURVEY CONTROL
 CT0330  ___________________________________________________________________
 CT0330* NAD 83(1986)-  32 43 52.     (N)    099 22 02.     (W)     SCALED    
 CT0330* NAVD 88     -       467.698  (meters)    1534.44   (feet)  ADJUSTED  
 CT0330  ___________________________________________________________________
 CT0330  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CT0330  DYNAMIC HT  -         467.098 (meters)    1532.47  (feet)  COMP
 CT0330  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 CT0330
 CT0330  VERT ORDER  -  SECOND    CLASS 0
 CT0330
 CT0330.The horizontal coordinates were scaled from a topographic map and have
 CT0330.an estimated accuracy of +/- 6 seconds.
 CT0330
 CT0330.The orthometric height was determined by differential leveling
 CT0330.and adjusted by the National Geodetic Survey in June 1991..
 CT0330
 CT0330.The geoid height was determined by GEOID03.
 CT0330
 CT0330.The dynamic height is computed by dividing the NAVD 88
 CT0330.geopotential number by the normal gravity value computed on the
 CT0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0330.degrees latitude (g = 980.6199 gals.).
 CT0330
 CT0330.The modeled gravity was interpolated from observed gravity values.
 CT0330
 CT0330;                    North         East    Units  Estimated Accuracy
 CT0330;SPC TXNC     - 2,118,370.      518,720.      MT  (+/- 180 meters Scaled)
 CT0330
 CT0330                          SUPERSEDED SURVEY CONTROL
 CT0330
 CT0330  NGVD 29 (??/??/92)  467.552  (m)         1533.96   (f) ADJ UNCH    2 0
 CT0330
 CT0330.Superseded values are not recommended for survey control.
 CT0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0330.See file dsdata.txt to determine how the superseded data were derived.
 CT0330
 CT0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB655215(NAD 83)
 CT0330_MARKER: DB = BENCH MARK DISK
 CT0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0330_STAMPING: TEX H 13 1923
 CT0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0330+STABILITY: SURFACE MOTION
 CT0330
 CT0330  HISTORY     - Date     Condition        Report By
 CT0330  HISTORY     - 1923     MONUMENTED       USGS
 CT0330  HISTORY     - 1965     GOOD             USGS
 CT0330
 CT0330                          STATION DESCRIPTION
 CT0330
 CT0330'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CT0330'4.7 MI W FROM ALBANY.
 CT0330'4.7 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0330'THE DEPOT IN ALBANY, SHACKELFORD COUNTY, AT THE EAST END OF BRIDGE
 CT0330'192.7, 47 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTH
 CT0330'OF A FENCE CORNER IN THE RIGHT-OF-WAY FENCE.  A UNITED STATES
 CT0330'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TEX H 13 1923 AND SET IN THE
 CT0330'TOP OF A CONCRETE POST.  NOTE-- THIS MARK APPEARS TO BE SIGHTLY
 CT0330'TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2281 ***********************************************************************
 CS2281  DESIGNATION -  H 130
 CS2281  PID         -  CS2281
 CS2281  STATE/COUNTY-  TX/PARKER
 CS2281  USGS QUAD   -  ANNETA (1979)
 CS2281
 CS2281                         *CURRENT SURVEY CONTROL
 CS2281  ___________________________________________________________________
 CS2281* NAD 83(1986)-  32 43 59.     (N)    097 43 59.     (W)     SCALED    
 CS2281* NAVD 88     -       275.101  (meters)     902.56   (feet)  ADJUSTED  
 CS2281  ___________________________________________________________________
 CS2281  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CS2281  DYNAMIC HT  -         274.766 (meters)     901.46  (feet)  COMP
 CS2281  MODELED GRAV-     979,413.3   (mgal)                       NAVD 88
 CS2281
 CS2281  VERT ORDER  -  FIRST     CLASS II
 CS2281
 CS2281.The horizontal coordinates were scaled from a topographic map and have
 CS2281.an estimated accuracy of +/- 6 seconds.
 CS2281
 CS2281.The orthometric height was determined by differential leveling
 CS2281.and adjusted by the National Geodetic Survey in June 1991..
 CS2281
 CS2281.The geoid height was determined by GEOID03.
 CS2281
 CS2281.The dynamic height is computed by dividing the NAVD 88
 CS2281.geopotential number by the normal gravity value computed on the
 CS2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2281.degrees latitude (g = 980.6199 gals.).
 CS2281
 CS2281.The modeled gravity was interpolated from observed gravity values.
 CS2281
 CS2281;                    North         East    Units  Estimated Accuracy
 CS2281;SPC TXNC     - 2,118,510.      671,880.      MT  (+/- 180 meters Scaled)
 CS2281
 CS2281                          SUPERSEDED SURVEY CONTROL
 CS2281
 CS2281  NGVD 29 (??/??/92)  275.027  (m)          902.32   (f) ADJ UNCH    1 2
 CS2281
 CS2281.Superseded values are not recommended for survey control.
 CS2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2281.See file dsdata.txt to determine how the superseded data were derived.
 CS2281
 CS2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB187224(NAD 83)
 CS2281_MARKER: DB = BENCH MARK DISK
 CS2281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2281_SP_SET: BRIDGE
 CS2281_STAMPING: H 130 1951
 CS2281_MARK LOGO: CGS   
 CS2281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2281+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 CS2281
 CS2281  HISTORY     - Date     Condition        Report By
 CS2281  HISTORY     - 1951     MONUMENTED       CGS
 CS2281  HISTORY     - 1983     GOOD             NGS
 CS2281  HISTORY     - 20051029 GOOD             USPSQD
 CS2281
 CS2281                          STATION DESCRIPTION
 CS2281
 CS2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS2281'3.5 MI W FROM ANNETA.
 CS2281'3.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE ROAD
 CS2281'CROSSING AT ANNETA, AT BRIDGE 272.4, 12 POLES WEST OF MILEPOST 272,
 CS2281'7.8 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE CENTER OF THE
 CS2281'SOUTH END OF THE EAST BRIDGE SEAT OF THE BRIDGE.
 CS2281
 CS2281                          STATION RECOVERY (1983)
 CS2281
 CS2281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2281'RECOVERED IN GOOD CONDITION.
 CS2281
 CS2281                          STATION RECOVERY (2005)
 CS2281
 CS2281'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS2281'CORRECTION, 9 POLES WEST OF MILE POST 272, APPROX 1 MILE ALONG TRACKS
 CS2281'TO BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1124 ***********************************************************************
 BZ1124  DESIGNATION -  H 1300
 BZ1124  PID         -  BZ1124
 BZ1124  STATE/COUNTY-  TX/BELL
 BZ1124  USGS QUAD   -  TEMPLE (1993)
 BZ1124
 BZ1124                         *CURRENT SURVEY CONTROL
 BZ1124  ___________________________________________________________________
 BZ1124* NAD 83(1986)-  31 06 08.     (N)    097 20 28.     (W)     SCALED    
 BZ1124* NAVD 88     -       225.834  (meters)     740.92   (feet)  ADJUSTED  
 BZ1124  ___________________________________________________________________
 BZ1124  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BZ1124  DYNAMIC HT  -         225.536 (meters)     739.95  (feet)  COMP
 BZ1124  MODELED GRAV-     979,319.4   (mgal)                       NAVD 88
 BZ1124  OBS GRAVITY -     979,311.2   (mgal)                       GRAV_OBS
 BZ1124
 BZ1124  VERT ORDER  -  FIRST     CLASS II
 BZ1124
 BZ1124.The horizontal coordinates were scaled from a topographic map and have
 BZ1124.an estimated accuracy of +/- 6 seconds.
 BZ1124
 BZ1124.The orthometric height was determined by differential leveling
 BZ1124.and adjusted by the National Geodetic Survey in June 1991..
 BZ1124
 BZ1124.The geoid height was determined by GEOID03.
 BZ1124
 BZ1124.The dynamic height is computed by dividing the NAVD 88
 BZ1124.geopotential number by the normal gravity value computed on the
 BZ1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1124.degrees latitude (g = 980.6199 gals.).
 BZ1124
 BZ1124.The modeled gravity was interpolated from observed gravity values.
 BZ1124.The observed gravity was obtained from relative gravimeter ties
 BZ1124.to the IGSN71 gravity network.
 BZ1124
 BZ1124;                    North         East    Units  Estimated Accuracy
 BZ1124;SPC TX C     - 3,162,980.      985,400.      MT  (+/- 180 meters Scaled)
 BZ1124
 BZ1124                          SUPERSEDED SURVEY CONTROL
 BZ1124
 BZ1124.No superseded survey control is available for this station.
 BZ1124
 BZ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV582421(NAD 83)
 BZ1124_MARKER: I = METAL ROD
 BZ1124_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1124_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1124_STAMPING: H 1300 1980
 BZ1124_MARK LOGO: NGS   
 BZ1124_PROJECTION: FLUSH
 BZ1124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1124+STABILITY: POSITION/ELEVATION WELL
 BZ1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1124+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1124_ROD/PIPE-DEPTH: 10.1 meters
 BZ1124_SLEEVE-DEPTH  : 9.8 meters
 BZ1124
 BZ1124  HISTORY     - Date     Condition        Report By
 BZ1124  HISTORY     - 1980     MONUMENTED       NGS
 BZ1124  HISTORY     - 1980     GOOD             NGS
 BZ1124  HISTORY     - 1983     GOOD             NGS
 BZ1124  HISTORY     - 19910403 GOOD             USPSQD
 BZ1124  HISTORY     - 19950716 GOOD             USPSQD
 BZ1124  HISTORY     - 20010317 GOOD             USPSQD
 BZ1124  HISTORY     - 20031011 GOOD             USPSQD
 BZ1124
 BZ1124                          STATION DESCRIPTION
 BZ1124
 BZ1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1124'IN TEMPLE.
 BZ1124'IN TEMPLE, AT THE INTERSECTION OF NORTH THIRD STREET AND WEST ELM
 BZ1124'AVENUE, IN THE WEST LAWN OF THE CENTRAL FIRE STATION, 13.1 M.
 BZ1124'(43.0 FT.) EAST OF THE CENTERLINE OF THE STREET (SPUR 290), 4.1 M.
 BZ1124'(13.4 FT.) NORTHWEST OF THE SOUTHWEST CORNER OF AN ADDITION TO THE
 BZ1124'FIRE STATION, 1.4 M. (4.5 FT.) WEST OF THE WEST FACE OF THE ADDITION
 BZ1124'TO THE FIRE STATION, 1.7 M. (5.7 FT.) SOUTHWEST OF THE SOUTHEAST
 BZ1124'CORNER OF THE FOUNDATION OF A BELL MONUMENT.  DATUM POINT IS 10 CM.
 BZ1124'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1124'THE MARK IS 0.3 M ABOVE NORTH THIRD STREET.
 BZ1124
 BZ1124                          STATION RECOVERY (1980)
 BZ1124
 BZ1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ1124'THIS JUNCTION MARK IS DESCRIBED IN L24544.L2.HAFF, 1980.
 BZ1124
 BZ1124                          STATION RECOVERY (1983)
 BZ1124
 BZ1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ1124'RECOVERED IN GOOD CONDITION.
 BZ1124
 BZ1124                          STATION RECOVERY (1991)
 BZ1124
 BZ1124'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1124'RECOVERED IN GOOD CONDITION.
 BZ1124
 BZ1124                          STATION RECOVERY (1995)
 BZ1124
 BZ1124'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1124'RECOVERED IN GOOD CONDITION.
 BZ1124
 BZ1124                          STATION RECOVERY (2001)
 BZ1124
 BZ1124'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ1124'RECOVERED IN GOOD CONDITION.
 BZ1124
 BZ1124                          STATION RECOVERY (2003)
 BZ1124
 BZ1124'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1059 ***********************************************************************
 BZ1059  DESIGNATION -  H 1301
 BZ1059  PID         -  BZ1059
 BZ1059  STATE/COUNTY-  TX/HILL
 BZ1059  USGS QUAD   -  ABBOTT (1979)
 BZ1059
 BZ1059                         *CURRENT SURVEY CONTROL
 BZ1059  ___________________________________________________________________
 BZ1059* NAD 83(1986)-  31 53 59.     (N)    097 05 26.     (W)     SCALED    
 BZ1059* NAVD 88     -       199.034  (meters)     653.00   (feet)  ADJUSTED  
 BZ1059  ___________________________________________________________________
 BZ1059  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BZ1059  DYNAMIC HT  -         198.788 (meters)     652.19  (feet)  COMP
 BZ1059  MODELED GRAV-     979,399.6   (mgal)                       NAVD 88
 BZ1059
 BZ1059  VERT ORDER  -  FIRST     CLASS II
 BZ1059
 BZ1059.The horizontal coordinates were scaled from a topographic map and have
 BZ1059.an estimated accuracy of +/- 6 seconds.
 BZ1059
 BZ1059.The orthometric height was determined by differential leveling
 BZ1059.and adjusted by the National Geodetic Survey in June 1991..
 BZ1059
 BZ1059.The geoid height was determined by GEOID03.
 BZ1059
 BZ1059.The dynamic height is computed by dividing the NAVD 88
 BZ1059.geopotential number by the normal gravity value computed on the
 BZ1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1059.degrees latitude (g = 980.6199 gals.).
 BZ1059
 BZ1059.The modeled gravity was interpolated from observed gravity values.
 BZ1059
 BZ1059;                    North         East    Units  Estimated Accuracy
 BZ1059;SPC TXNC     - 2,026,740.      733,330.      MT  (+/- 180 meters Scaled)
 BZ1059
 BZ1059                          SUPERSEDED SURVEY CONTROL
 BZ1059
 BZ1059.No superseded survey control is available for this station.
 BZ1059
 BZ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA805309(NAD 83)
 BZ1059_MARKER: DB = BENCH MARK DISK
 BZ1059_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1059_SP_SET: OVERPASS PIER
 BZ1059_STAMPING: H 1301 1980
 BZ1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1059
 BZ1059  HISTORY     - Date     Condition        Report By
 BZ1059  HISTORY     - 1980     MONUMENTED       NGS
 BZ1059  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 BZ1059  HISTORY     - 19950715 GOOD             USPSQD
 BZ1059
 BZ1059                          STATION DESCRIPTION
 BZ1059
 BZ1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1059'13.5 KM SE FROM HILLSBORO.
 BZ1059'2.2 KM. (1.4 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ1059'COURTHOUSE IN HILLSBORO TO THE JUNCTION OF A FRONTAGE ROAD WHICH
 BZ1059'PARALLELS INTERSTATE 35 ON THE WEST SIDE, THENCE 11.3 KM. (7.0 MI.)
 BZ1059'SOUTHEAST ALONG THE FRONTAGE ROAD,AT THE JUNCTION OF FARM ROAD 1304,
 BZ1059'SET VERTICALLY IN THE WEST FACE OF THE SOUTHWESTERNMOST PIER OF AN
 BZ1059'OVERPASS FOR INTERSTATE HIGHWAY 35 SOUTH, 33.0 M. (109.0 FT.)
 BZ1059'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE FARM ROAD, 6.7 M. (22.0 FT.)
 BZ1059'NORTH-NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD.  NOTE-THESE
 BZ1059'PIERS ARE SET IN HARD SHALE AT A DEPTH OF 7.4 M. (24 FT.) WITH OVER
 BZ1059'100 TONS OF PRESSURE PER COLUMN.
 BZ1059'THE MARK IS 1.2 M ABOVE THE ROAD.
 BZ1059
 BZ1059                          STATION RECOVERY (1995)
 BZ1059
 BZ1059'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1059'MARK NOT FOUND.
 BZ1059
 BZ1059                          STATION RECOVERY (1995)
 BZ1059
 BZ1059'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1085 ***********************************************************************
 BZ1085  DESIGNATION -  H 1302
 BZ1085  PID         -  BZ1085
 BZ1085  STATE/COUNTY-  TX/MCLENNAN
 BZ1085  USGS QUAD   -  WACO EAST (1975)
 BZ1085
 BZ1085                         *CURRENT SURVEY CONTROL
 BZ1085  ___________________________________________________________________
 BZ1085* NAD 83(1986)-  31 33 55.     (N)    097 07 01.     (W)     SCALED    
 BZ1085* NAVD 88     -       123.771  (meters)     406.07   (feet)  ADJUSTED  
 BZ1085  ___________________________________________________________________
 BZ1085  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BZ1085  DYNAMIC HT  -         123.616 (meters)     405.56  (feet)  COMP
 BZ1085  MODELED GRAV-     979,389.5   (mgal)                       NAVD 88
 BZ1085
 BZ1085  VERT ORDER  -  FIRST     CLASS II
 BZ1085
 BZ1085.The horizontal coordinates were scaled from a topographic map and have
 BZ1085.an estimated accuracy of +/- 6 seconds.
 BZ1085
 BZ1085.The orthometric height was determined by differential leveling
 BZ1085.and adjusted by the National Geodetic Survey in June 1991..
 BZ1085
 BZ1085.The geoid height was determined by GEOID03.
 BZ1085
 BZ1085.The dynamic height is computed by dividing the NAVD 88
 BZ1085.geopotential number by the normal gravity value computed on the
 BZ1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1085.degrees latitude (g = 980.6199 gals.).
 BZ1085
 BZ1085.The modeled gravity was interpolated from observed gravity values.
 BZ1085
 BZ1085;                    North         East    Units  Estimated Accuracy
 BZ1085;SPC TX C     - 3,214,890.    1,005,290.      MT  (+/- 180 meters Scaled)
 BZ1085
 BZ1085                          SUPERSEDED SURVEY CONTROL
 BZ1085
 BZ1085.No superseded survey control is available for this station.
 BZ1085
 BZ1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV787937(NAD 83)
 BZ1085_MARKER: DB = BENCH MARK DISK
 BZ1085_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1085_SP_SET: OVERPASS PIER
 BZ1085_STAMPING: H 1302 1980
 BZ1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1085+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1085
 BZ1085  HISTORY     - Date     Condition        Report By
 BZ1085  HISTORY     - 1980     MONUMENTED       NGS
 BZ1085  HISTORY     - 19910424 GOOD             USPSQD
 BZ1085  HISTORY     - 19950715 GOOD             USPSQD
 BZ1085  HISTORY     - 20010317 GOOD             USPSQD
 BZ1085  HISTORY     - 20031012 GOOD             USPSQD
 BZ1085  HISTORY     - 20050727 GOOD             USPSQD
 BZ1085
 BZ1085                          STATION DESCRIPTION
 BZ1085
 BZ1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1085'IN WACO.
 BZ1085'IN WACO, AT THE SPRING STREET AND INTERSTATE 35 BRIDGE OVER THE
 BZ1085'MISSOURI KANSAS TEXAS RAILROAD, 1.0 KM. (0.6 MI.) NORTH ALONG THE
 BZ1085'FRONTAGE ROAD WHICH PARALLELS I-35 ON ITS WEST SIDE FROM THE BROZOS
 BZ1085'RIVER, SET VERTICALLY IN THE WEST FACE OF THE SECOND CONCRETE PIER
 BZ1085'SOUTH OF THE NORTHWESTERNMOST PIER OF THE I-35 SOUTHBOUND OVERPASS,
 BZ1085'4.0 M. (13.1 FT.) NORTH OF THE NORTHERNMOST RAIL OF THE RAILROAD
 BZ1085'TRACKS, 3.6 M. (11.9 FT.) SOUTH OF A METAL GUARD RAIL, 8.2 M.
 BZ1085'(27.0 FT.) SOUTH OF THE CENTERLINE OF AN ASPHALT ROAD UNDER THE
 BZ1085'BRIDGE.  NOTE-BRIDGE PIER IS 10-M. TALL AND SET INTO HARD LIMESTONE.
 BZ1085'THE MARK IS 0.9 M ABOVE THE RAILROAD TRACKS.
 BZ1085
 BZ1085                          STATION RECOVERY (1991)
 BZ1085
 BZ1085'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1085'RECOVERED IN GOOD CONDITION.
 BZ1085
 BZ1085                          STATION RECOVERY (1995)
 BZ1085
 BZ1085'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1085'RECOVERED IN GOOD CONDITION.
 BZ1085
 BZ1085                          STATION RECOVERY (2001)
 BZ1085
 BZ1085'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ1085'RECOVERED IN GOOD CONDITION.
 BZ1085
 BZ1085                          STATION RECOVERY (2003)
 BZ1085
 BZ1085'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1085'RECOVERED IN GOOD CONDITION.
 BZ1085
 BZ1085                          STATION RECOVERY (2005)
 BZ1085
 BZ1085'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0764 ***********************************************************************
 BM0764  DESIGNATION -  H 1303
 BM0764  PID         -  BM0764
 BM0764  STATE/COUNTY-  TX/BELL
 BM0764  USGS QUAD   -  LITTLE RIVER (1978)
 BM0764
 BM0764                         *CURRENT SURVEY CONTROL
 BM0764  ___________________________________________________________________
 BM0764* NAD 83(1986)-  30 59 49.     (N)    097 20 23.     (W)     SCALED    
 BM0764* NAVD 88     -       148.177  (meters)     486.14   (feet)  ADJUSTED  
 BM0764  ___________________________________________________________________
 BM0764  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BM0764  DYNAMIC HT  -         147.981 (meters)     485.50  (feet)  COMP
 BM0764  MODELED GRAV-     979,321.1   (mgal)                       NAVD 88
 BM0764
 BM0764  VERT ORDER  -  FIRST     CLASS II
 BM0764
 BM0764.The horizontal coordinates were scaled from a topographic map and have
 BM0764.an estimated accuracy of +/- 6 seconds.
 BM0764
 BM0764.The orthometric height was determined by differential leveling
 BM0764.and adjusted by the National Geodetic Survey in June 1991..
 BM0764
 BM0764.The geoid height was determined by GEOID03.
 BM0764
 BM0764.The dynamic height is computed by dividing the NAVD 88
 BM0764.geopotential number by the normal gravity value computed on the
 BM0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0764.degrees latitude (g = 980.6199 gals.).
 BM0764
 BM0764.The modeled gravity was interpolated from observed gravity values.
 BM0764
 BM0764;                    North         East    Units  Estimated Accuracy
 BM0764;SPC TX C     - 3,151,310.      985,840.      MT  (+/- 180 meters Scaled)
 BM0764
 BM0764                          SUPERSEDED SURVEY CONTROL
 BM0764
 BM0764.No superseded survey control is available for this station.
 BM0764
 BM0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV585304(NAD 83)
 BM0764_MARKER: I = METAL ROD
 BM0764_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0764_SP_SET: STAINLESS STEEL ROD
 BM0764_STAMPING: H 1303 1980
 BM0764_MARK LOGO: NGS   
 BM0764_PROJECTION: FLUSH
 BM0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0764+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0764_ROD/PIPE-DEPTH: 6.0  meters
 BM0764
 BM0764  HISTORY     - Date     Condition        Report By
 BM0764  HISTORY     - 1980     MONUMENTED       NGS
 BM0764  HISTORY     - 20010317 GOOD             USPSQD
 BM0764  HISTORY     - 20031011 GOOD             USPSQD
 BM0764  HISTORY     - 20050724 GOOD             USPSQD
 BM0764
 BM0764                          STATION DESCRIPTION
 BM0764
 BM0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0764'1.9 KM (1.2 MI) NORTH FROM ACADEMY.
 BM0764'1.9 KM (1.2 MI) NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF FARM
 BM0764'ROAD 436 IN ACADEMY, AT THE JUNCTION OF BOGGY LANE LEADING EAST,
 BM0764'24.1 METERS (79.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 BM0764'49.4 METERS (162 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 BM0764'BRIDGE OVER BOGGY CREEK, 9.5 METERS (31.0 FT) SOUTH-SOUTHWEST OF THE
 BM0764'CENTERLINE OF THE LANE, 3.7 METERS (12.0 FT) SOUTHEAST OF A POWERLINE
 BM0764'POLE, 6.4 METERS (21.0 FT) WEST AND ACROSS A FENCE FROM A POWERLINE
 BM0764'POLE WITH A GUY WIRE, 1.2 METERS (4.0.FT) SOUTH OF A CORNER FENCE
 BM0764'POST, 0.3 METER (1.0 FT) WEST OF A FENCE, 2.0 METERS (6.5 FT) NORTH OF
 BM0764'A WATER METER.
 BM0764'THE MARK IS 0.45 METERS  NNE FROM A WITNESS POST.
 BM0764'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 BM0764
 BM0764                          STATION RECOVERY (2001)
 BM0764
 BM0764'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0764'RECOVERED IN GOOD CONDITION.
 BM0764
 BM0764                          STATION RECOVERY (2003)
 BM0764
 BM0764'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BM0764'RECOVERED IN GOOD CONDITION.
 BM0764
 BM0764                          STATION RECOVERY (2005)
 BM0764
 BM0764'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0790 ***********************************************************************
 BM0790  DESIGNATION -  H 1304
 BM0790  PID         -  BM0790
 BM0790  STATE/COUNTY-  TX/WILLIAMSON
 BM0790  USGS QUAD   -  WEIR (1982)
 BM0790
 BM0790                         *CURRENT SURVEY CONTROL
 BM0790  ___________________________________________________________________
 BM0790* NAD 83(1986)-  30 40 33.     (N)    097 36 43.     (W)     SCALED    
 BM0790* NAVD 88     -       194.936  (meters)     639.55   (feet)  ADJUSTED  
 BM0790  ___________________________________________________________________
 BM0790  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BM0790  DYNAMIC HT  -         194.675 (meters)     638.70  (feet)  COMP
 BM0790  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 BM0790
 BM0790  VERT ORDER  -  FIRST     CLASS II
 BM0790
 BM0790.The horizontal coordinates were scaled from a topographic map and have
 BM0790.an estimated accuracy of +/- 6 seconds.
 BM0790
 BM0790.The orthometric height was determined by differential leveling
 BM0790.and adjusted by the National Geodetic Survey in June 1991..
 BM0790
 BM0790.The geoid height was determined by GEOID03.
 BM0790
 BM0790.The dynamic height is computed by dividing the NAVD 88
 BM0790.geopotential number by the normal gravity value computed on the
 BM0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0790.degrees latitude (g = 980.6199 gals.).
 BM0790
 BM0790.The modeled gravity was interpolated from observed gravity values.
 BM0790
 BM0790;                    North         East    Units  Estimated Accuracy
 BM0790;SPC TX C     - 3,115,060.      960,730.      MT  (+/- 180 meters Scaled)
 BM0790
 BM0790                          SUPERSEDED SURVEY CONTROL
 BM0790
 BM0790.No superseded survey control is available for this station.
 BM0790
 BM0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU329944(NAD 83)
 BM0790_MARKER: I = METAL ROD
 BM0790_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0790_SP_SET: STAINLESS STEEL ROD
 BM0790_STAMPING: H 1304 1980
 BM0790_MARK LOGO: NGS   
 BM0790_PROJECTION: FLUSH
 BM0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0790_ROD/PIPE-DEPTH: 6.1  meters
 BM0790
 BM0790  HISTORY     - Date     Condition        Report By
 BM0790  HISTORY     - 1980     MONUMENTED       NGS
 BM0790  HISTORY     - 1990     GOOD             USPSQD
 BM0790  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0790
 BM0790                          STATION DESCRIPTION
 BM0790
 BM0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0790'4.2 KM (2.6 MI) WEST FROM WEIR.
 BM0790'2.6 KM (1.6 MI) WEST ALONG FARM ROAD 971 FROM THE JUNCTION OF FARM
 BM0790'ROAD 1105 IN WEIR, 0.15 KM (0.1 MI) EAST OF A BRIDGE OVER BERRY CREEK,
 BM0790'AT THE WEST ENTRANCE OF CAMP SHALOM, 13.1 METERS (43.0 FT) SOUTH OF
 BM0790'THE CENTERLINE OF THE FARM ROAD, 5.2 METERS (17.0 FT) WEST OF THE
 BM0790'CENTERLINE OF THE WEST ENTRANCE ROAD LEADING SOUTH TO THE CAMP,
 BM0790'9.1 METERS (30.0 FT) WEST OF RIGHT-OF-WAY MARKER NUMBER 21091,
 BM0790'3.0 METERS (10.5 FT) WEST OF THE CENTER OF A METAL GATE, 0.3 METER
 BM0790'(1.0 FT) NORTH OF A FENCE.
 BM0790'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 BM0790'THE MARK IS 0.6 M BELOW FARM ROAD 971.
 BM0790
 BM0790                          STATION RECOVERY (1990)
 BM0790
 BM0790'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0790'RECOVERED IN GOOD CONDITION.
 BM0790
 BM0790                          STATION RECOVERY (1999)
 BM0790
 BM0790'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0816 ***********************************************************************
 BM0816  DESIGNATION -  H 1306
 BM0816  PID         -  BM0816
 BM0816  STATE/COUNTY-  TX/TRAVIS
 BM0816  USGS QUAD   -  AUSTIN EAST (1988)
 BM0816
 BM0816                         *CURRENT SURVEY CONTROL
 BM0816  ___________________________________________________________________
 BM0816* NAD 83(1986)-  30 22 03.     (N)    097 40 57.     (W)     SCALED    
 BM0816* NAVD 88     -       227.083  (meters)     745.02   (feet)  ADJUSTED  
 BM0816  ___________________________________________________________________
 BM0816  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BM0816  DYNAMIC HT  -         226.774 (meters)     744.01  (feet)  COMP
 BM0816  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 BM0816
 BM0816  VERT ORDER  -  FIRST     CLASS II
 BM0816
 BM0816.The horizontal coordinates were scaled from a topographic map and have
 BM0816.an estimated accuracy of +/- 6 seconds.
 BM0816
 BM0816.The orthometric height was determined by differential leveling
 BM0816.and adjusted by the National Geodetic Survey in June 1991..
 BM0816
 BM0816.The geoid height was determined by GEOID03.
 BM0816
 BM0816.The dynamic height is computed by dividing the NAVD 88
 BM0816.geopotential number by the normal gravity value computed on the
 BM0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0816.degrees latitude (g = 980.6199 gals.).
 BM0816
 BM0816.The modeled gravity was interpolated from observed gravity values.
 BM0816
 BM0816;                    North         East    Units  Estimated Accuracy
 BM0816;SPC TX C     - 3,080,730.      954,780.      MT  (+/- 180 meters Scaled)
 BM0816
 BM0816                          SUPERSEDED SURVEY CONTROL
 BM0816
 BM0816.No superseded survey control is available for this station.
 BM0816
 BM0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU266602(NAD 83)
 BM0816_MARKER: I = METAL ROD
 BM0816_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BM0816+WITH SETTING: INFORMATION.
 BM0816_SP_SET: SHALLOW SET METAL ROD
 BM0816_STAMPING: H 1306 1980
 BM0816_MARK LOGO: NGS   
 BM0816_PROJECTION: RECESSED 5 CENTIMETERS
 BM0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0816+STABILITY: SURFACE MOTION
 BM0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0816+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2001
 BM0816_ROD/PIPE-DEPTH: 1.4  meters
 BM0816
 BM0816  HISTORY     - Date     Condition        Report By
 BM0816  HISTORY     - 1980     MONUMENTED       NGS
 BM0816  HISTORY     - 1990     GOOD             USPSQD
 BM0816  HISTORY     - 19990110 GOOD             USPSQD
 BM0816  HISTORY     - 20010323 GOOD             TXDOT
 BM0816  HISTORY     - 20030308 GOOD             USPSQD
 BM0816
 BM0816                          STATION DESCRIPTION
 BM0816
 BM0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0816'3.9 KM (2.4 MI) NORTH FROM AUSTIN.
 BM0816'3.9 KM (2.4 MI) NORTH ALONG INTERSTATE 35 FROM THE JUNCTION OF U.S.
 BM0816'HIGHWAY 183 IN AUSTIN, AT THE EAST EDGE OF THE AUSTIN VAN AND STORAGE
 BM0816'COMPANY WHICH IS ON THE WEST SIDE OF THE INTERSTATE, 13.7 METERS
 BM0816'(45.0 FT) WEST OF THE CENTERLINE OF THE WEST FRONTAGE ROAD, 0.4 METER
 BM0816'(1.3 FT) EAST OF A SECURITY FENCE AROUND THE STORAGE COMPANY,
 BM0816'5.6 METERS (18.3 FT) NORTH OF THE CENTER OF A METAL AND WIRE GATE,
 BM0816'1.0 METER (3.1 FT) NORTH OF POWERLINE POLE NUMBER 10216, 39.3 METERS
 BM0816'(129 FT) SOUTH OF A FIRE HYDRANT, 4.0 METERS (13.1 FT) SOUTH OF A
 BM0816'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.  NOTE-ROD IS DRILLED AND
 BM0816'ANCHORED IN HARD LIMESTONE AND AUSTIN CHALK.
 BM0816'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 BM0816'THE MARK IS 1.2 M ABOVE THE FRONTAGE ROAD.
 BM0816
 BM0816                          STATION RECOVERY (1990)
 BM0816
 BM0816'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0816'RECOVERED IN GOOD CONDITION.
 BM0816
 BM0816                          STATION RECOVERY (1999)
 BM0816
 BM0816'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0816'RECOVERED IN GOOD CONDITION.
 BM0816
 BM0816                          STATION RECOVERY (2001)
 BM0816
 BM0816'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 BM0816'RECOVERED IN GOOD CONDITION.
 BM0816
 BM0816                          STATION RECOVERY (2003)
 BM0816
 BM0816'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0763 ***********************************************************************
 BM0763  DESIGNATION -  H 1307
 BM0763  PID         -  BM0763
 BM0763  STATE/COUNTY-  TX/TRAVIS
 BM0763  USGS QUAD   -  OAK HILL (1988)
 BM0763
 BM0763                         *CURRENT SURVEY CONTROL
 BM0763  ___________________________________________________________________
 BM0763* NAD 83(1986)-  30 13 10.     (N)    097 45 29.     (W)     SCALED    
 BM0763* NAVD 88     -       203.109  (meters)     666.37   (feet)  ADJUSTED  
 BM0763  ___________________________________________________________________
 BM0763  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BM0763  DYNAMIC HT  -         202.831 (meters)     665.45  (feet)  COMP
 BM0763  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 BM0763
 BM0763  VERT ORDER  -  FIRST     CLASS II
 BM0763
 BM0763.The horizontal coordinates were scaled from a topographic map and have
 BM0763.an estimated accuracy of +/- 6 seconds.
 BM0763
 BM0763.The orthometric height was determined by differential leveling
 BM0763.and adjusted by the National Geodetic Survey in June 1991..
 BM0763
 BM0763.The geoid height was determined by GEOID03.
 BM0763
 BM0763.The dynamic height is computed by dividing the NAVD 88
 BM0763.geopotential number by the normal gravity value computed on the
 BM0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0763.degrees latitude (g = 980.6199 gals.).
 BM0763
 BM0763.The modeled gravity was interpolated from observed gravity values.
 BM0763
 BM0763;                    North         East    Units  Estimated Accuracy
 BM0763;SPC TX C     - 3,064,150.      947,900.      MT  (+/- 180 meters Scaled)
 BM0763
 BM0763                          SUPERSEDED SURVEY CONTROL
 BM0763
 BM0763.No superseded survey control is available for this station.
 BM0763
 BM0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU195437(NAD 83)
 BM0763_MARKER: I = METAL ROD
 BM0763_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BM0763_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BM0763_STAMPING: H 1307 1980
 BM0763_MARK LOGO: NGS   
 BM0763_PROJECTION: RECESSED 3 CENTIMETERS
 BM0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BM0763+STABILITY: POSITION/ELEVATION WELL
 BM0763_ROD/PIPE-DEPTH: 9.4  meters
 BM0763_SLEEVE-DEPTH  : 2.4 meters
 BM0763
 BM0763  HISTORY     - Date     Condition        Report By
 BM0763  HISTORY     - 1980     MONUMENTED       NGS
 BM0763  HISTORY     - 1980     GOOD             NGS
 BM0763  HISTORY     - 1990     GOOD             USPSQD
 BM0763  HISTORY     - 19960127 MARK NOT FOUND   USPSQD
 BM0763  HISTORY     - 20030201 MARK NOT FOUND   USPSQD
 BM0763
 BM0763                          STATION DESCRIPTION
 BM0763
 BM0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0763'IN AUSTIN.
 BM0763'IN AUSTIN, 0.7 KM (0.45 MI) NORTHWEST ALONG BEN WHITE BOULEVARD FROM
 BM0763'THE JUNCTION OF INTERSTATE 35, AT THE AMCO WAREHOUSE AT 501 BEN WHITE
 BM0763'BOULEVARD, 34.4 METERS (113 FT) SOUTH-SOUTHWEST OF THE SOUTH CURB OF
 BM0763'THE BOULEVARD, 8.1 METERS (26.5 FT) EAST OF THE NORTHWEST CORNER OF
 BM0763'THE BUILDING, 3.1 METERS (10.3 FT) NORTH OF THE CENTER OF THE DOORS AT
 BM0763'THE MAIN ENTRANCE OF THE BUILDING, 4.1 METERS (13.5 FT) EAST OF THE
 BM0763'EAST EDGE OF THE WESTERNMOST ONE OF TWO SIDEWALKS AT THE MAIN
 BM0763'ENTRANCE, 1.1 METERS (3.5 FT) NORTH OF THE NORTH FACE OF AN EAST-WEST
 BM0763'BRICK WALL.  NOTE-BOTTOM OF THE ROD BELOW THE SLEEVE IS ANCHORED WITH
 BM0763'APPROXIMATELY 60 KILOGRAMS (130 POUNDS) OF CONCRETE.
 BM0763'THE MARK IS ABOVE LEVEL WITH BEN WHITE BOULEVARD.
 BM0763
 BM0763                          STATION RECOVERY (1980)
 BM0763
 BM0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0763'RECOVERED IN GOOD CONDITION.
 BM0763
 BM0763                          STATION RECOVERY (1990)
 BM0763
 BM0763'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0763'RECOVERED IN GOOD CONDITION.
 BM0763
 BM0763                          STATION RECOVERY (1996)
 BM0763
 BM0763'RECOVERY NOTE BY US POWER SQUADRON 1996
 BM0763'MARK NOT FOUND.
 BM0763
 BM0763                          STATION RECOVERY (2003)
 BM0763
 BM0763'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0763'WAREHOUSE HAS BEEN REMODELED AND IS NOW A NIGHT CLUB.  MEASUREMENTS
 BM0763'INDICATE THAT MARK IS COVERED WITH A NEW STAIRWAY AT THE FRONT
 BM0763'ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1562 ***********************************************************************
 AY1562  DESIGNATION -  H 1308
 AY1562  PID         -  AY1562
 AY1562  STATE/COUNTY-  TX/COMAL
 AY1562  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1562
 AY1562                         *CURRENT SURVEY CONTROL
 AY1562  ___________________________________________________________________
 AY1562* NAD 83(1986)-  29 42 13.     (N)    098 08 27.     (W)     SCALED    
 AY1562* NAVD 88     -       194.850  (meters)     639.27   (feet)  ADJUSTED  
 AY1562  ___________________________________________________________________
 AY1562  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AY1562  DYNAMIC HT  -         194.570 (meters)     638.35  (feet)  COMP
 AY1562  MODELED GRAV-     979,202.9   (mgal)                       NAVD 88
 AY1562
 AY1562  VERT ORDER  -  FIRST     CLASS II
 AY1562
 AY1562.The horizontal coordinates were scaled from a topographic map and have
 AY1562.an estimated accuracy of +/- 6 seconds.
 AY1562
 AY1562.The orthometric height was determined by differential leveling
 AY1562.and adjusted by the National Geodetic Survey in June 1991..
 AY1562
 AY1562.The geoid height was determined by GEOID03.
 AY1562
 AY1562.The dynamic height is computed by dividing the NAVD 88
 AY1562.geopotential number by the normal gravity value computed on the
 AY1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1562.degrees latitude (g = 980.6199 gals.).
 AY1562
 AY1562.The modeled gravity was interpolated from observed gravity values.
 AY1562
 AY1562;                    North         East    Units  Estimated Accuracy
 AY1562;SPC TXSC     - 4,207,580.      683,130.      MT  (+/- 180 meters Scaled)
 AY1562
 AY1562                          SUPERSEDED SURVEY CONTROL
 AY1562
 AY1562.No superseded survey control is available for this station.
 AY1562
 AY1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT831862(NAD 83)
 AY1562_MARKER: DB = BENCH MARK DISK
 AY1562_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1562_SP_SET: HEADWALL
 AY1562_STAMPING: H 1308 1980
 AY1562_MARK LOGO: NGS   
 AY1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1562+STABILITY: SURFACE MOTION
 AY1562
 AY1562  HISTORY     - Date     Condition        Report By
 AY1562  HISTORY     - 1980     MONUMENTED       NGS
 AY1562  HISTORY     - 1989     GOOD             USPSQD
 AY1562  HISTORY     - 1989     GOOD             USPSQD
 AY1562  HISTORY     - 1990     GOOD             USPSQD
 AY1562  HISTORY     - 19930808 GOOD             USPSQD
 AY1562  HISTORY     - 19990925 GOOD             USPSQD
 AY1562  HISTORY     - 20060719 GOOD             USPSQD
 AY1562
 AY1562                          STATION DESCRIPTION
 AY1562
 AY1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1562'IN NEW BRAUNFELS.
 AY1562'IN NEW BRAUNFELS, AT THE JUNCTION OF LANDA STREET AND WALNUT AVENUE
 AY1562'(BUSINESS HIGHWAY 46), ON TOP OF THE NORTHWEST END OF THE NORTHEAST
 AY1562'HEADWALL OF A CONCRETE BOX CULVERT UNDER THE AVENUE, 4.9 METERS
 AY1562'(16.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWESTBOUND LANE OF
 AY1562'THE AVENUE, 37.2 METERS (122 FT) NORTHWEST OF THE CENTERLINE OF THE
 AY1562'STREET.
 AY1562'THE MARK IS 0.3 M ABOVE THE AVENUE.
 AY1562
 AY1562                          STATION RECOVERY (1989)
 AY1562
 AY1562'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1562'RECOVERED IN GOOD CONDITION.
 AY1562
 AY1562                          STATION RECOVERY (1989)
 AY1562
 AY1562'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1562'RECOVERED IN GOOD CONDITION.
 AY1562
 AY1562                          STATION RECOVERY (1990)
 AY1562
 AY1562'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1562'RECOVERED IN GOOD CONDITION.
 AY1562
 AY1562                          STATION RECOVERY (1993)
 AY1562
 AY1562'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1562'RECOVERED IN GOOD CONDITION.
 AY1562
 AY1562                          STATION RECOVERY (1999)
 AY1562
 AY1562'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1562'RECOVERED IN GOOD CONDITION.
 AY1562
 AY1562                          STATION RECOVERY (2006)
 AY1562
 AY1562'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY1562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2292 ***********************************************************************
 CS2292  DESIGNATION -  H 131
 CS2292  PID         -  CS2292
 CS2292  STATE/COUNTY-  TX/PARKER
 CS2292  USGS QUAD   -  LAKE WEATHERFORD (1979)
 CS2292
 CS2292                         *CURRENT SURVEY CONTROL
 CS2292  ___________________________________________________________________
 CS2292* NAD 83(1986)-  32 47 43.     (N)    097 44 22.     (W)     SCALED    
 CS2292* NAVD 88     -       326.941  (meters)    1072.64   (feet)  ADJUSTED  
 CS2292  ___________________________________________________________________
 CS2292  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CS2292  DYNAMIC HT  -         326.543 (meters)    1071.33  (feet)  COMP
 CS2292  MODELED GRAV-     979,414.6   (mgal)                       NAVD 88
 CS2292
 CS2292  VERT ORDER  -  FIRST     CLASS II
 CS2292
 CS2292.The horizontal coordinates were scaled from a topographic map and have
 CS2292.an estimated accuracy of +/- 6 seconds.
 CS2292
 CS2292.The orthometric height was determined by differential leveling
 CS2292.and adjusted by the National Geodetic Survey in June 1991..
 CS2292
 CS2292.The geoid height was determined by GEOID03.
 CS2292
 CS2292.The dynamic height is computed by dividing the NAVD 88
 CS2292.geopotential number by the normal gravity value computed on the
 CS2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2292.degrees latitude (g = 980.6199 gals.).
 CS2292
 CS2292.The modeled gravity was interpolated from observed gravity values.
 CS2292
 CS2292;                    North         East    Units  Estimated Accuracy
 CS2292;SPC TXNC     - 2,125,410.      671,230.      MT  (+/- 180 meters Scaled)
 CS2292
 CS2292                          SUPERSEDED SURVEY CONTROL
 CS2292
 CS2292  NGVD 29 (??/??/92)  326.857  (m)         1072.36   (f) ADJ UNCH    1 2
 CS2292
 CS2292.Superseded values are not recommended for survey control.
 CS2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2292.See file dsdata.txt to determine how the superseded data were derived.
 CS2292
 CS2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB180292(NAD 83)
 CS2292_MARKER: DB = BENCH MARK DISK
 CS2292_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 CS2292_STAMPING: H 131 1952
 CS2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2292
 CS2292  HISTORY     - Date     Condition        Report By
 CS2292  HISTORY     - 1952     MONUMENTED       CGS
 CS2292  HISTORY     - 1963     MARK NOT FOUND   USGS
 CS2292  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CS2292  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2292
 CS2292                          STATION DESCRIPTION
 CS2292
 CS2292'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CS2292'5.4 MI NE FROM WEATHERFORD.
 CS2292'0.8 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CS2292'WEATHERFORD, THENCE 2.25 MILES NORTHEAST ALONG DENTON ROAD, THENCE 1.7
 CS2292'MILES NORTHEAST ALONG A WINDING DIRT ROAD, THENCE 0.65 MILE SOUTHEAST
 CS2292'ALONG A GRADED DIRT ROAD, 250 FEET SOUTHWEST OF AN OLD ABANDONED BARN,
 CS2292'78 FEET EAST OF THE CENTER LINE OF THE ROAD, 76 FEET NORTHEAST OF A
 CS2292'POWER POLE, 5.2 FEET SOUTH OF A WITNESS POST, FLUSH WITH THE GROUND,
 CS2292'SET IN THE TOP OF THE CENTER OF A 3 X 3 FOOT ROCK.
 CS2292
 CS2292                          STATION RECOVERY (1995)
 CS2292
 CS2292'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2292'MARK NOT FOUND.
 CS2292
 CS2292                          STATION RECOVERY (1997)
 CS2292
 CS2292'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0781 ***********************************************************************
 DN0781  DESIGNATION -  H 132
 DN0781  PID         -  DN0781
 DN0781  STATE/COUNTY-  TX/WISE
 DN0781  USGS QUAD   -  DECATUR (1972)
 DN0781
 DN0781                         *CURRENT SURVEY CONTROL
 DN0781  ___________________________________________________________________
 DN0781* NAD 83(1986)-  33 09 32.     (N)    097 31 19.     (W)     SCALED    
 DN0781* NAVD 88     -       283.136  (meters)     928.92   (feet)  ADJUSTED  
 DN0781  ___________________________________________________________________
 DN0781  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DN0781  DYNAMIC HT  -         282.805 (meters)     927.84  (feet)  COMP
 DN0781  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 DN0781
 DN0781  VERT ORDER  -  FIRST     CLASS II
 DN0781
 DN0781.The horizontal coordinates were scaled from a topographic map and have
 DN0781.an estimated accuracy of +/- 6 seconds.
 DN0781
 DN0781.The orthometric height was determined by differential leveling
 DN0781.and adjusted by the National Geodetic Survey in June 1991..
 DN0781
 DN0781.The geoid height was determined by GEOID03.
 DN0781
 DN0781.The dynamic height is computed by dividing the NAVD 88
 DN0781.geopotential number by the normal gravity value computed on the
 DN0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0781.degrees latitude (g = 980.6199 gals.).
 DN0781
 DN0781.The modeled gravity was interpolated from observed gravity values.
 DN0781
 DN0781;                    North         East    Units  Estimated Accuracy
 DN0781;SPC TXNC     - 2,165,900.      691,230.      MT  (+/- 180 meters Scaled)
 DN0781
 DN0781                          SUPERSEDED SURVEY CONTROL
 DN0781
 DN0781  NGVD 29 (??/??/92)  283.064  (m)          928.69   (f) ADJ UNCH    1 2
 DN0781
 DN0781.Superseded values are not recommended for survey control.
 DN0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0781.See file dsdata.txt to determine how the superseded data were derived.
 DN0781
 DN0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB378698(NAD 83)
 DN0781_MARKER: DB = BENCH MARK DISK
 DN0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0781_STAMPING: H 132 1952
 DN0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0781+STABILITY: SURFACE MOTION
 DN0781
 DN0781  HISTORY     - Date     Condition        Report By
 DN0781  HISTORY     - 1952     MONUMENTED       CGS
 DN0781  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0781  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0781
 DN0781                          STATION DESCRIPTION
 DN0781
 DN0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0781'6.2 MI SE FROM DECATUR.
 DN0781'6.2 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0781'THE STATION AT DECATUR, 1 1/2 POLES SOUTHEAST OF MILEPOST 34, 66 FEET
 DN0781'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 31.4 FEET SOUTHWEST
 DN0781'OF THE SOUTHWEST RAIL, 13.4 FEET SOUTHEAST OF A TELEGRAPH POLE, 2.7
 DN0781'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DN0781'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DN0781
 DN0781                          STATION RECOVERY (1984)
 DN0781
 DN0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0781'THERE HAS BEEN GRADING AT THIS LOCATION.
 DN0781
 DN0781                          STATION RECOVERY (1997)
 DN0781
 DN0781'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0024 ***********************************************************************
 DO0024  DESIGNATION -  H 133
 DO0024  PID         -  DO0024
 DO0024  STATE/COUNTY-  TX/CLAY
 DO0024  USGS QUAD   -  JOLLY (1972)
 DO0024
 DO0024                         *CURRENT SURVEY CONTROL
 DO0024  ___________________________________________________________________
 DO0024* NAD 83(1986)-  33 51 13.     (N)    098 18 49.     (W)     SCALED    
 DO0024* NAVD 88     -       280.513  (meters)     920.32   (feet)  ADJUSTED  
 DO0024  ___________________________________________________________________
 DO0024  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DO0024  DYNAMIC HT  -         280.204 (meters)     919.30  (feet)  COMP
 DO0024  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 DO0024
 DO0024  VERT ORDER  -  FIRST     CLASS II
 DO0024
 DO0024.The horizontal coordinates were scaled from a topographic map and have
 DO0024.an estimated accuracy of +/- 6 seconds.
 DO0024
 DO0024.The orthometric height was determined by differential leveling
 DO0024.and adjusted by the National Geodetic Survey in June 1991..
 DO0024
 DO0024.The geoid height was determined by GEOID03.
 DO0024
 DO0024.The dynamic height is computed by dividing the NAVD 88
 DO0024.geopotential number by the normal gravity value computed on the
 DO0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0024.degrees latitude (g = 980.6199 gals.).
 DO0024
 DO0024.The modeled gravity was interpolated from observed gravity values.
 DO0024
 DO0024;                    North         East    Units  Estimated Accuracy
 DO0024;SPC TXNC     - 2,242,540.      617,250.      MT  (+/- 180 meters Scaled)
 DO0024
 DO0024                          SUPERSEDED SURVEY CONTROL
 DO0024
 DO0024  NGVD 29 (??/??/92)  280.446  (m)          920.10   (f) ADJ UNCH    1 2
 DO0024
 DO0024.Superseded values are not recommended for survey control.
 DO0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0024.See file dsdata.txt to determine how the superseded data were derived.
 DO0024
 DO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC634461(NAD 83)
 DO0024_MARKER: DB = BENCH MARK DISK
 DO0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0024_SP_SET: CULVERT
 DO0024_STAMPING: 920.097 H 133 1933
 DO0024_MARK LOGO: CGS   
 DO0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0024
 DO0024  HISTORY     - Date     Condition        Report By
 DO0024  HISTORY     - 1933     MONUMENTED       CGS
 DO0024  HISTORY     - 1950     GOOD             NGS
 DO0024  HISTORY     - 1984     GOOD             NGS
 DO0024
 DO0024                          STATION DESCRIPTION
 DO0024
 DO0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0024'2.2 MI SE FROM JOLLY.
 DO0024'2.2 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0024'JOLLY, CLAY COUNTY, AT MILEAGE 103.12, AND IN THE SOUTHWEST CORNER OF
 DO0024'THE SOUTH HEADWALL OF A CULVERT.  A STANDARD DISK, STAMPED 920.097 H
 DO0024'133.
 DO0024
 DO0024                          STATION RECOVERY (1984)
 DO0024
 DO0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0024'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.7 KM (11.0
 DO0024'MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 DO0024'JUNCTION WITH 7TH STREET IN WICHITA FALLS, IN THE SOUTHEAST WINGWALL
 DO0024'OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 103.12, 0.2 KM
 DO0024'(0.1 MI) NORTHWEST OF MILEPOST 103, AND 2.7 METERS (8.9 FT) SOUTHEAST
 DO0024'OF THE NEAR RAIL.
 DO0024'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0375 ***********************************************************************
 EM0375  DESIGNATION -  H 134
 EM0375  PID         -  EM0375
 EM0375  STATE/COUNTY-  TX/HARDEMAN
 EM0375  USGS QUAD   -  QUANAH WEST (1990)
 EM0375
 EM0375                         *CURRENT SURVEY CONTROL
 EM0375  ___________________________________________________________________
 EM0375* NAD 83(1986)-  34 18 25.     (N)    099 46 31.     (W)     SCALED    
 EM0375* NAVD 88     -       473.152  (meters)    1552.33   (feet)  ADJUSTED  
 EM0375  ___________________________________________________________________
 EM0375  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 EM0375  DYNAMIC HT  -         472.618 (meters)    1550.58  (feet)  COMP
 EM0375  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 EM0375
 EM0375  VERT ORDER  -  FIRST     CLASS II
 EM0375
 EM0375.The horizontal coordinates were scaled from a topographic map and have
 EM0375.an estimated accuracy of +/- 6 seconds.
 EM0375
 EM0375.The orthometric height was determined by differential leveling
 EM0375.and adjusted by the National Geodetic Survey in June 1991..
 EM0375
 EM0375.The geoid height was determined by GEOID03.
 EM0375
 EM0375.The dynamic height is computed by dividing the NAVD 88
 EM0375.geopotential number by the normal gravity value computed on the
 EM0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0375.degrees latitude (g = 980.6199 gals.).
 EM0375
 EM0375.The modeled gravity was interpolated from observed gravity values.
 EM0375
 EM0375;                    North         East    Units  Estimated Accuracy
 EM0375;SPC TXNC     - 2,293,520.      482,600.      MT  (+/- 180 meters Scaled)
 EM0375
 EM0375                          SUPERSEDED SURVEY CONTROL
 EM0375
 EM0375  NGVD 29 (??/??/92)  472.961  (m)         1551.71   (f) ADJ UNCH    1 2
 EM0375
 EM0375.Superseded values are not recommended for survey control.
 EM0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0375.See file dsdata.txt to determine how the superseded data were derived.
 EM0375
 EM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC286964(NAD 83)
 EM0375_MARKER: DB = BENCH MARK DISK
 EM0375_SETTING: 66 = SET IN ROCK OUTCROP
 EM0375_SP_SET: OUTCROP
 EM0375_STAMPING: 1551.706
 EM0375_MARK LOGO: CGS   
 EM0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0375
 EM0375  HISTORY     - Date     Condition        Report By
 EM0375  HISTORY     - 1933     MONUMENTED       CGS
 EM0375  HISTORY     - 1933     GOOD             NGS
 EM0375  HISTORY     - 1958     GOOD             NGS
 EM0375  HISTORY     - 1984     GOOD             NGS
 EM0375
 EM0375                          STATION DESCRIPTION
 EM0375
 EM0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0375'2.2 MI NW FROM QUANAH.
 EM0375'2.2 MILES NORTHWEST OF STA. AT MILEAGE 194.016, 33 FEET SOUTH OF
 EM0375'CENTER OF TRACK.
 EM0375
 EM0375                          STATION RECOVERY (1958)
 EM0375
 EM0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0375'RECOVERED IN GOOD CONDITION.
 EM0375
 EM0375                          STATION RECOVERY (1984)
 EM0375
 EM0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0375'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.7 KM
 EM0375'(1.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EM0375'STATE HIGHWAY 6 IN QUANAH, THENCE 2.3 KM (1.45 MI) NORTHWEST ALONG
 EM0375'STATE HIGHWAY LOOP 285, THENCE 0.2 KM (0.1 MI) EAST ALONG THE
 EM0375'BURLINGTON NORTHERN RAILROAD, IN THE SOUTH END OF A 5- BY 9-FOOT
 EM0375'EXPOSED AREA OF OUTCROPPING BEDROCK, 77.7 M (254.9 FT) NORTHWEST OF
 EM0375'THE SOUTHEAST END OF A RAILROAD CUT, 31.1 M (102.0 FT) WEST OF
 EM0375'MILEPOST 194, AND 9.9 M (32.5 FT) SOUTH OF THE NEAR RAIL.  NOTE=THE
 EM0375'DISK HAS BEEN MUTILATED AND ONLY 1551.706 IS LEGIBLE.
 EM0375'THE MARK IS 4.4 METERS  N FROM A WITNESS POST.
 EM0375'THE MARK IS 2.0 M ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0007 ***********************************************************************
 EN0007  DESIGNATION -  H 135
 EN0007  PID         -  EN0007
 EN0007  STATE/COUNTY-  TX/HALL
 EN0007  USGS QUAD   -  ESTELLINE NW (1984)
 EN0007
 EN0007                         *CURRENT SURVEY CONTROL
 EN0007  ___________________________________________________________________
 EN0007* NAD 83(1986)-  34 39 28.     (N)    100 28 47.     (W)     SCALED    
 EN0007* NAVD 88     -       585.356  (meters)    1920.46   (feet)  ADJUSTED  
 EN0007  ___________________________________________________________________
 EN0007  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 EN0007  DYNAMIC HT  -         584.700 (meters)    1918.30  (feet)  COMP
 EN0007  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 EN0007
 EN0007  VERT ORDER  -  FIRST     CLASS II
 EN0007
 EN0007.The horizontal coordinates were scaled from a topographic map and have
 EN0007.an estimated accuracy of +/- 6 seconds.
 EN0007
 EN0007.The orthometric height was determined by differential leveling
 EN0007.and adjusted by the National Geodetic Survey in June 1991..
 EN0007
 EN0007.The geoid height was determined by GEOID03.
 EN0007
 EN0007.The dynamic height is computed by dividing the NAVD 88
 EN0007.geopotential number by the normal gravity value computed on the
 EN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0007.degrees latitude (g = 980.6199 gals.).
 EN0007
 EN0007.The modeled gravity was interpolated from observed gravity values.
 EN0007
 EN0007;                    North         East    Units  Estimated Accuracy
 EN0007;SPC TX N     - 1,073,460.      293,520.      MT  (+/- 180 meters Scaled)
 EN0007
 EN0007                          SUPERSEDED SURVEY CONTROL
 EN0007
 EN0007  NGVD 29 (??/??/92)  585.068  (m)         1919.51   (f) ADJ UNCH    1 2
 EN0007
 EN0007.Superseded values are not recommended for survey control.
 EN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0007.See file dsdata.txt to determine how the superseded data were derived.
 EN0007
 EN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD644360(NAD 83)
 EN0007_MARKER: DB = BENCH MARK DISK
 EN0007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EN0007_STAMPING: H 135 1933 1919.511
 EN0007_MARK LOGO: CGS   
 EN0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0007+STABILITY: SURFACE MOTION
 EN0007
 EN0007  HISTORY     - Date     Condition        Report By
 EN0007  HISTORY     - 1933     MONUMENTED       CGS
 EN0007  HISTORY     - 1933     GOOD             NGS
 EN0007  HISTORY     - 1984     GOOD             NGS
 EN0007
 EN0007                          STATION DESCRIPTION
 EN0007
 EN0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0007'5.9 MI SE FROM MEMPHIS.
 EN0007'AT MILEAGE 245.09, SET IN SOUTH CORNER OF SOUTHWEST HEADWALL OF LARGE
 EN0007'CONCRETE DRAIN.
 EN0007
 EN0007                          STATION RECOVERY (1984)
 EN0007
 EN0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0007'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.2 KM
 EN0007'(5.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EN0007'STATE HIGHWAY 256 IN MEMPHIS, 0.2 KM (0.1 MI) NORTHWEST OF RAILROAD
 EN0007'MILEPOST 245, IN THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL
 EN0007'OF A 12- BY 24-FOOT 2 CHANNEL CULVERT UNDER THE BURLINGTON NORTHERN
 EN0007'RAILROAD, 20.2 M (66.3 FT) NORTHEAST OF THE CENTERLINE OF THE NORTH
 EN0007'BOUND LANES OF THE HIGHWAY, AND 7.5 M (24.6 FT) SOUTHWEST OF THE NEAR
 EN0007'RAIL.
 EN0007'THE MARK IS 3.7 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0092 ***********************************************************************
 GK0092  DESIGNATION -  H 137
 GK0092  PID         -  GK0092
 GK0092  STATE/COUNTY-  TX/OCHILTREE
 GK0092  USGS QUAD   -  BARTON CREEK (1973)
 GK0092
 GK0092                         *CURRENT SURVEY CONTROL
 GK0092  ___________________________________________________________________
 GK0092* NAD 83(1986)-  36 06 25.     (N)    100 35 23.     (W)     SCALED    
 GK0092* NAVD 88     -       864.003  (meters)    2834.65   (feet)  ADJUSTED  
 GK0092  ___________________________________________________________________
 GK0092  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 GK0092  DYNAMIC HT  -         863.081 (meters)    2831.62  (feet)  COMP
 GK0092  MODELED GRAV-     979,537.7   (mgal)                       NAVD 88
 GK0092
 GK0092  VERT ORDER  -  FIRST     CLASS II
 GK0092
 GK0092.The horizontal coordinates were scaled from a topographic map and have
 GK0092.an estimated accuracy of +/- 6 seconds.
 GK0092
 GK0092.The orthometric height was determined by differential leveling
 GK0092.and adjusted by the National Geodetic Survey in June 1991..
 GK0092
 GK0092.The geoid height was determined by GEOID03.
 GK0092
 GK0092.The dynamic height is computed by dividing the NAVD 88
 GK0092.geopotential number by the normal gravity value computed on the
 GK0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0092.degrees latitude (g = 980.6199 gals.).
 GK0092
 GK0092.The modeled gravity was interpolated from observed gravity values.
 GK0092
 GK0092;                    North         East    Units  Estimated Accuracy
 GK0092;SPC TX N     - 1,234,120.      281,960.      MT  (+/- 180 meters Scaled)
 GK0092
 GK0092                          SUPERSEDED SURVEY CONTROL
 GK0092
 GK0092  NGVD 29 (??/??/92)  863.642  (m)         2833.47   (f) ADJ UNCH    1 2
 GK0092
 GK0092.Superseded values are not recommended for survey control.
 GK0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0092.See file dsdata.txt to determine how the superseded data were derived.
 GK0092
 GK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE569969(NAD 83)
 GK0092_MARKER: DB = BENCH MARK DISK
 GK0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0092_STAMPING: H 137 1934
 GK0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0092+STABILITY: SURFACE MOTION
 GK0092
 GK0092  HISTORY     - Date     Condition        Report By
 GK0092  HISTORY     - 1934     MONUMENTED       CGS
 GK0092  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0092
 GK0092                          STATION DESCRIPTION
 GK0092
 GK0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0092'20.9 MI NW FROM CANADIAN.
 GK0092'20.9 MILES NORTHWEST OF AT AND SF DEPOT, AT CANADIAN 0.2 MILE NORTH OF
 GK0092'NOTLA POST OFFICE AND STORE.  60 FEET NORTHEAST OF THE CENTERLINE OF
 GK0092'U.S. HIGHWAY 85 UNDER CONSTRUCTION.  2 FEET EAST OF NORTH AND SOUTH
 GK0092'SECTION LINE FENCE.  NOTE-- RD. WORK IN AREA.
 GK0092
 GK0092                          STATION RECOVERY (1973)
 GK0092
 GK0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1509 ***********************************************************************
 AY1509  DESIGNATION -  H 1377
 AY1509  PID         -  AY1509
 AY1509  STATE/COUNTY-  TX/BEXAR
 AY1509  USGS QUAD   -  SOUTHTON (1992)
 AY1509
 AY1509                         *CURRENT SURVEY CONTROL
 AY1509  ___________________________________________________________________
 AY1509* NAD 83(1986)-  29 19 12.     (N)    098 24 54.     (W)     SCALED    
 AY1509* NAVD 88     -       161.724  (meters)     530.59   (feet)  ADJUSTED  
 AY1509  ___________________________________________________________________
 AY1509  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AY1509  DYNAMIC HT  -         161.490 (meters)     529.82  (feet)  COMP
 AY1509  MODELED GRAV-     979,191.2   (mgal)                       NAVD 88
 AY1509
 AY1509  VERT ORDER  -  FIRST     CLASS II
 AY1509
 AY1509.The horizontal coordinates were scaled from a topographic map and have
 AY1509.an estimated accuracy of +/- 6 seconds.
 AY1509
 AY1509.The orthometric height was determined by differential leveling
 AY1509.and adjusted by the National Geodetic Survey in June 1991..
 AY1509
 AY1509.The geoid height was determined by GEOID03.
 AY1509
 AY1509.The dynamic height is computed by dividing the NAVD 88
 AY1509.geopotential number by the normal gravity value computed on the
 AY1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1509.degrees latitude (g = 980.6199 gals.).
 AY1509
 AY1509.The modeled gravity was interpolated from observed gravity values.
 AY1509
 AY1509;                    North         East    Units  Estimated Accuracy
 AY1509;SPC TXSC     - 4,164,900.      656,820.      MT  (+/- 180 meters Scaled)
 AY1509
 AY1509                          SUPERSEDED SURVEY CONTROL
 AY1509
 AY1509.No superseded survey control is available for this station.
 AY1509
 AY1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT568435(NAD 83)
 AY1509_MARKER: I = METAL ROD
 AY1509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1509_SP_SET: STAINLESS STEEL ROD
 AY1509_STAMPING: H 1377 1980
 AY1509_MARK LOGO: NGS   
 AY1509_PROJECTION: RECESSED 3 CENTIMETERS
 AY1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1509_ROD/PIPE-DEPTH: 12.2 meters
 AY1509
 AY1509  HISTORY     - Date     Condition        Report By
 AY1509  HISTORY     - 1980     MONUMENTED       NGS
 AY1509  HISTORY     - 19950626 GOOD             USPSQD
 AY1509
 AY1509                          STATION DESCRIPTION
 AY1509
 AY1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1509'12.7 KM (7.9 MI) SE FROM SAN ANTONIO.
 AY1509'12.7 KM (7.9 MI) SOUTHEAST ALONG SOUTH PRESA STREET (SPUR 122) FROM
 AY1509'THE JUNCTION OF EAST DURANGO BOULEVARD IN SAN ANTONIO, 0.9 KM
 AY1509'(0.55 MI) NORTHWEST OF THE JUNCTION OF THE INTERSTATE 37 SOUTHBOUND
 AY1509'ENTRANCE RAMP, NEAR THE TRANSCONTINENTAL TELEPHONE UNDERGROUND CABLE
 AY1509'POST NUMBER 95, 17.9 METERS (58.7 FT) NORTHEAST OF THE CENTERLINE OF
 AY1509'PRESA STREET, 19.7 METERS (64.6 FT) NORTHWEST OF THE MARKER,
 AY1509'0.75 METER (2.4 FT) SOUTHEAST OF A TELEPHONE POLE, 0.35 METER
 AY1509'(1.15 FT) SOUTHWEST OF A FENCE.
 AY1509'THE MARK IS 0.25 METERS  SW FROM A WITNESS POST.
 AY1509'THE MARK IS 0.6 M BELOW THE STREET.
 AY1509
 AY1509                          STATION RECOVERY (1995)
 AY1509
 AY1509'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1476 ***********************************************************************
 AY1476  DESIGNATION -  H 1378
 AY1476  PID         -  AY1476
 AY1476  STATE/COUNTY-  TX/WILSON
 AY1476  USGS QUAD   -  POTH (1961)
 AY1476
 AY1476                         *CURRENT SURVEY CONTROL
 AY1476  ___________________________________________________________________
 AY1476* NAD 83(1986)-  29 00 54.     (N)    098 03 02.     (W)     SCALED    
 AY1476* NAVD 88     -       109.907  (meters)     360.59   (feet)  ADJUSTED  
 AY1476  ___________________________________________________________________
 AY1476  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AY1476  DYNAMIC HT  -         109.749 (meters)     360.07  (feet)  COMP
 AY1476  MODELED GRAV-     979,208.8   (mgal)                       NAVD 88
 AY1476
 AY1476  VERT ORDER  -  FIRST     CLASS II
 AY1476
 AY1476.The horizontal coordinates were scaled from a topographic map and have
 AY1476.an estimated accuracy of +/- 6 seconds.
 AY1476
 AY1476.The orthometric height was determined by differential leveling
 AY1476.and adjusted by the National Geodetic Survey in June 1991..
 AY1476
 AY1476.The geoid height was determined by GEOID03.
 AY1476
 AY1476.The dynamic height is computed by dividing the NAVD 88
 AY1476.geopotential number by the normal gravity value computed on the
 AY1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1476.degrees latitude (g = 980.6199 gals.).
 AY1476
 AY1476.The modeled gravity was interpolated from observed gravity values.
 AY1476
 AY1476;                    North         East    Units  Estimated Accuracy
 AY1476;SPC TXSC     - 4,131,340.      692,490.      MT  (+/- 180 meters Scaled)
 AY1476
 AY1476                          SUPERSEDED SURVEY CONTROL
 AY1476
 AY1476.No superseded survey control is available for this station.
 AY1476
 AY1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT924100(NAD 83)
 AY1476_MARKER: I = METAL ROD
 AY1476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1476_SP_SET: STAINLESS STEEL ROD
 AY1476_STAMPING: H 1378 1981
 AY1476_MARK LOGO: NGS   
 AY1476_PROJECTION: RECESSED 7 CENTIMETERS
 AY1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1476_ROD/PIPE-DEPTH: 10.0 meters
 AY1476
 AY1476  HISTORY     - Date     Condition        Report By
 AY1476  HISTORY     - 1981     MONUMENTED       NGS
 AY1476  HISTORY     - 19951028 GOOD             USPSQD
 AY1476  HISTORY     - 20050521 GOOD             USPSQD
 AY1476
 AY1476                          STATION DESCRIPTION
 AY1476
 AY1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1476'7.1 KM (4.4 MI) SE FROM POTH.
 AY1476'7.1 KM (4.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE SOUTHERN
 AY1476'PACIFIC RAILROAD STATION IN POTH, ALSO 5.1 KM (3.2 MI) NORTHWEST ALONG
 AY1476'U.S. HIGHWAY 181 FROM THE JUNCTION OF FARM ROAD 791 IN FALLS CITY, AT
 AY1476'THE T-JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST, 17.9 METERS
 AY1476'(59.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.8 METERS
 AY1476'(52.0 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF THE ROAD, 3.9 METERS
 AY1476'(13.0 FT) SOUTHEAST OF POWERLINE POLE NUMBER 23 WITH POWERLINES WHICH
 AY1476'CROSS THE HIGHWAY, 70.7 METERS (232 FT) SOUTHEAST OF A DRIVE LEADING
 AY1476'TO A SMALL PINK HOUSE, 5.7 METERS (18.7 FT) NORTHWEST OF A TELEPHONE
 AY1476'JUNCTION BOX, 3.5 METERS (10.0 FT) SOUTHEAST OF A CORNER FENCE POST,
 AY1476'0.3 METER (1.0 FT) NORTHEAST OF A FENCE.
 AY1476'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 AY1476
 AY1476                          STATION RECOVERY (1995)
 AY1476
 AY1476'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1476'RECOVERED IN GOOD CONDITION.
 AY1476
 AY1476                          STATION RECOVERY (2005)
 AY1476
 AY1476'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1532 ***********************************************************************
 AY1532  DESIGNATION -  H 1379
 AY1532  PID         -  AY1532
 AY1532  STATE/COUNTY-  TX/BEXAR
 AY1532  USGS QUAD   -  LONGHORN (1992)
 AY1532
 AY1532                         *CURRENT SURVEY CONTROL
 AY1532  ___________________________________________________________________
 AY1532* NAD 83(1986)-  29 30 36.     (N)    098 23 54.     (W)     SCALED    
 AY1532* NAVD 88     -       228.036  (meters)     748.15   (feet)  ADJUSTED  
 AY1532  ___________________________________________________________________
 AY1532  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AY1532  DYNAMIC HT  -         227.704 (meters)     747.06  (feet)  COMP
 AY1532  MODELED GRAV-     979,180.7   (mgal)                       NAVD 88
 AY1532
 AY1532  VERT ORDER  -  FIRST     CLASS II
 AY1532
 AY1532.The horizontal coordinates were scaled from a topographic map and have
 AY1532.an estimated accuracy of +/- 6 seconds.
 AY1532
 AY1532.The orthometric height was determined by differential leveling
 AY1532.and adjusted by the National Geodetic Survey in June 1991..
 AY1532
 AY1532.The geoid height was determined by GEOID03.
 AY1532
 AY1532.The dynamic height is computed by dividing the NAVD 88
 AY1532.geopotential number by the normal gravity value computed on the
 AY1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1532.degrees latitude (g = 980.6199 gals.).
 AY1532
 AY1532.The modeled gravity was interpolated from observed gravity values.
 AY1532
 AY1532;                    North         East    Units  Estimated Accuracy
 AY1532;SPC TXSC     - 4,185,970.      658,330.      MT  (+/- 180 meters Scaled)
 AY1532
 AY1532                          SUPERSEDED SURVEY CONTROL
 AY1532
 AY1532.No superseded survey control is available for this station.
 AY1532
 AY1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT583646(NAD 83)
 AY1532_MARKER: DB = BENCH MARK DISK
 AY1532_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1532_SP_SET: BRIDGE PIER
 AY1532_STAMPING: H 1379 1980
 AY1532_MARK LOGO: NGS   
 AY1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1532
 AY1532  HISTORY     - Date     Condition        Report By
 AY1532  HISTORY     - 1980     MONUMENTED       NGS
 AY1532  HISTORY     - 1989     GOOD             USPSQD
 AY1532  HISTORY     - 1990     GOOD             USPSQD
 AY1532  HISTORY     - 19990222 GOOD             USPSQD
 AY1532
 AY1532                          STATION DESCRIPTION
 AY1532
 AY1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1532'IN SAN ANTONIO.
 AY1532'IN SAN ANTONIO, AT THE JUNCTION OF INTERSTATE 35 SOUTHBOUND AND WALZEM
 AY1532'ROAD, 11.7 KM (7.3 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM THE
 AY1532'NEW BRAUNFELS AVENUE EXIT, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 AY1532'NORTHWESTERNMOST CONCRETE PIER SUPPORTING THE SOUTHBOUND LANES OF THE
 AY1532'INTERSTATE, 8.9 METERS (29.3 FT) NORTH OF THE CENTERLINE OF THE
 AY1532'WESTBOUND LANES OF THE ROAD, 6.4 METERS (20.9 FT) SOUTH OF THE
 AY1532'APPROXIMATE CENTER OF AN INTERSTATE TURNAROUND ROAD UNDER THE
 AY1532'OVERPASS.  NOTE-PIER IS DRILLED INTO HARD SHALE.
 AY1532'THE MARK IS 0.6 M ABOVE BOLT IN THE PIER.
 AY1532
 AY1532                          STATION RECOVERY (1989)
 AY1532
 AY1532'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1532'RECOVERED IN GOOD CONDITION.
 AY1532
 AY1532                          STATION RECOVERY (1990)
 AY1532
 AY1532'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1532'RECOVERED IN GOOD CONDITION.
 AY1532
 AY1532                          STATION RECOVERY (1999)
 AY1532
 AY1532'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0032 ***********************************************************************
 GK0032  DESIGNATION -  H 138
 GK0032  PID         -  GK0032
 GK0032  STATE/COUNTY-  TX/LIPSCOMB
 GK0032  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK0032
 GK0032                         *CURRENT SURVEY CONTROL
 GK0032  ___________________________________________________________________
 GK0032* NAD 83(1986)-  36 05 59.     (N)    100 04 38.     (W)     SCALED    
 GK0032* NAVD 88     -       795.471  (meters)    2609.81   (feet)  ADJUSTED  
 GK0032  ___________________________________________________________________
 GK0032  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GK0032  DYNAMIC HT  -         794.639 (meters)    2607.08  (feet)  COMP
 GK0032  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 GK0032
 GK0032  VERT ORDER  -  FIRST     CLASS II
 GK0032
 GK0032.The horizontal coordinates were scaled from a topographic map and have
 GK0032.an estimated accuracy of +/- 6 seconds.
 GK0032
 GK0032.The orthometric height was determined by differential leveling
 GK0032.and adjusted by the National Geodetic Survey in June 1991..
 GK0032
 GK0032.The geoid height was determined by GEOID03.
 GK0032
 GK0032.The dynamic height is computed by dividing the NAVD 88
 GK0032.geopotential number by the normal gravity value computed on the
 GK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0032.degrees latitude (g = 980.6199 gals.).
 GK0032
 GK0032.The modeled gravity was interpolated from observed gravity values.
 GK0032
 GK0032;                    North         East    Units  Estimated Accuracy
 GK0032;SPC TX N     - 1,233,870.      328,110.      MT  (+/- 180 meters Scaled)
 GK0032
 GK0032                          SUPERSEDED SURVEY CONTROL
 GK0032
 GK0032  NGVD 29 (??/??/92)  795.135  (m)         2608.71   (f) ADJ UNCH    1 2
 GK0032
 GK0032.Superseded values are not recommended for survey control.
 GK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0032.See file dsdata.txt to determine how the superseded data were derived.
 GK0032
 GK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME030955(NAD 83)
 GK0032_MARKER: DB = BENCH MARK DISK
 GK0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0032_STAMPING: H-138 1934
 GK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0032+STABILITY: SURFACE MOTION
 GK0032
 GK0032  HISTORY     - Date     Condition        Report By
 GK0032  HISTORY     - 1934     MONUMENTED       CGS
 GK0032  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0032
 GK0032                          STATION DESCRIPTION
 GK0032
 GK0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0032'3.3 MI SW FROM HIGGINS.
 GK0032'3.3 MILES SOUTHWEST OF NEW HIGGINS HOTEL.  AT HIGGINS 326 FEET
 GK0032'NORTHEAST OF MILE POST 432.  85 FEET NORTH OF EMERGENCY RAIL STAND. 63
 GK0032'FEET NORTH OF THE CENTERLINE OF A TCHISON TOPEKA AND SANTA FE
 GK0032'RAILROAD.  NOTE-- MIGHT BE COVERED WITH SAND.
 GK0032
 GK0032                          STATION RECOVERY (1972)
 GK0032
 GK0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1059 ***********************************************************************
 AH1059  DESIGNATION -  H 1380
 AH1059  PID         -  AH1059
 AH1059  STATE/COUNTY-  TX/KLEBERG
 AH1059  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1059
 AH1059                         *CURRENT SURVEY CONTROL
 AH1059  ___________________________________________________________________
 AH1059* NAD 83(1986)-  27 32 25.     (N)    097 51 06.     (W)     SCALED    
 AH1059* NAVD 88     -        17.899  (meters)      58.72   (feet)  ADJUSTED  
 AH1059  ___________________________________________________________________
 AH1059  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH1059  DYNAMIC HT  -          17.871 (meters)      58.63  (feet)  COMP
 AH1059  MODELED GRAV-     979,097.2   (mgal)                       NAVD 88
 AH1059
 AH1059  VERT ORDER  -  FIRST     CLASS II
 AH1059
 AH1059.The horizontal coordinates were scaled from a topographic map and have
 AH1059.an estimated accuracy of +/- 6 seconds.
 AH1059
 AH1059.The orthometric height was determined by differential leveling
 AH1059.and adjusted by the National Geodetic Survey in June 1991..
 AH1059
 AH1059.The geoid height was determined by GEOID03.
 AH1059
 AH1059.The dynamic height is computed by dividing the NAVD 88
 AH1059.geopotential number by the normal gravity value computed on the
 AH1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1059.degrees latitude (g = 980.6199 gals.).
 AH1059
 AH1059.The modeled gravity was interpolated from observed gravity values.
 AH1059
 AH1059;                    North         East    Units  Estimated Accuracy
 AH1059;SPC TX S     - 5,207,750.      364,040.      MT  (+/- 180 meters Scaled)
 AH1059
 AH1059                          SUPERSEDED SURVEY CONTROL
 AH1059
 AH1059.No superseded survey control is available for this station.
 AH1059
 AH1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR133468(NAD 83)
 AH1059_MARKER: I = METAL ROD
 AH1059_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1059_SP_SET: STAINLESS STEEL ROD
 AH1059_STAMPING: H 1380 1981
 AH1059_MARK LOGO: NGS   
 AH1059_PROJECTION: RECESSED 2 CENTIMETERS
 AH1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1059_ROD/PIPE-DEPTH: 8.5  meters
 AH1059
 AH1059  HISTORY     - Date     Condition        Report By
 AH1059  HISTORY     - 1981     MONUMENTED       NGS
 AH1059
 AH1059                          STATION DESCRIPTION
 AH1059
 AH1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1059'3.5 KM (2.2 MI) NE FROM KINGSVILLE.
 AH1059'3.1 KM (1.95 MI) NORTHEAST ALONG SIXTH STREET FROM THE POST OFFICE IN
 AH1059'KINGSVILLE, THENCE 0.40 KM (0.25 MI) NORTHEAST ALONG U.S. HIGHWAY 77
 AH1059'BUSINESS NORTHBOUND, ALSO 1.1 KM (0.7 MI) SOUTHWEST OF FARM ROAD 1355
 AH1059'WEST, AT THE NORTHEAST ENTRANCE DRIVE TO THE HAUNSCHILD BEER
 AH1059'DISTRIBUTOR, 229 METERS (75.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 AH1059'BUSINESS U.S. HIGHWAY 77, 9.5 METERS (31.0 FT) NORTH-NORTHEAST OF THE
 AH1059'APPROXIMATE CENTER OF THE NORTHERNMOST ENTRANCE TO HAUNSCHILD BEER
 AH1059'DISTRIBUTORS, 0.75 METER (2.5 FT) SOUTHEAST OF A WOODEN CORNER FENCE
 AH1059'POST, 3.1 METERS (10.3 FT) EAST-NORTHEAST OF THE CENTER OF A STEEL
 AH1059'SEWER MANHOLE COVER, 11.0 METERS (36.0 FT) EAST-NORTHEAST OF THE
 AH1059'NORTHEAST CORNER OF A DOUBLE CHANNEL 30-CM (12-INCH) CULVERT HEADWALL.
 AH1059'THE MARK IS 0.71 METERS  SE FROM A WITNESS POST.
 AH1059'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1950 ***********************************************************************
 AN1950  DESIGNATION -  H 1381
 AN1950  PID         -  AN1950
 AN1950  STATE/COUNTY-  TX/KARNES
 AN1950  USGS QUAD   -  KENEDY (1987)
 AN1950
 AN1950                         *CURRENT SURVEY CONTROL
 AN1950  ___________________________________________________________________
 AN1950* NAD 83(1986)-  28 49 33.     (N)    097 51 32.     (W)     SCALED    
 AN1950* NAVD 88     -        85.390  (meters)     280.15   (feet)  ADJUSTED  
 AN1950  ___________________________________________________________________
 AN1950  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AN1950  DYNAMIC HT  -          85.265 (meters)     279.74  (feet)  COMP
 AN1950  MODELED GRAV-     979,179.8   (mgal)                       NAVD 88
 AN1950
 AN1950  VERT ORDER  -  FIRST     CLASS II
 AN1950
 AN1950.The horizontal coordinates were scaled from a topographic map and have
 AN1950.an estimated accuracy of +/- 6 seconds.
 AN1950
 AN1950.The orthometric height was determined by differential leveling
 AN1950.and adjusted by the National Geodetic Survey in June 1991..
 AN1950
 AN1950.The geoid height was determined by GEOID03.
 AN1950
 AN1950.The dynamic height is computed by dividing the NAVD 88
 AN1950.geopotential number by the normal gravity value computed on the
 AN1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1950.degrees latitude (g = 980.6199 gals.).
 AN1950
 AN1950.The modeled gravity was interpolated from observed gravity values.
 AN1950
 AN1950;                    North         East    Units  Estimated Accuracy
 AN1950;SPC TXSC     - 4,110,540.      711,360.      MT  (+/- 180 meters Scaled)
 AN1950
 AN1950                          SUPERSEDED SURVEY CONTROL
 AN1950
 AN1950.No superseded survey control is available for this station.
 AN1950
 AN1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS113892(NAD 83)
 AN1950_MARKER: I = METAL ROD
 AN1950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1950_SP_SET: STAINLESS STEEL ROD
 AN1950_STAMPING: H 1381 1981
 AN1950_MARK LOGO: NGS   
 AN1950_PROJECTION: RECESSED 5 CENTIMETERS
 AN1950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1950_ROD/PIPE-DEPTH: 8.5  meters
 AN1950
 AN1950  HISTORY     - Date     Condition        Report By
 AN1950  HISTORY     - 1981     MONUMENTED       NGS
 AN1950  HISTORY     - 20050611 GOOD             USPSQD
 AN1950
 AN1950                          STATION DESCRIPTION
 AN1950
 AN1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1950'1.6 KM (1.0 MI) NW FROM KENEDY.
 AN1950'1.6 KM (1.0 MI) NORTHWEST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1950'POST OFFICE IN KENEDY, AT THE JUNCTION OF FARM ROAD 719 EAST,
 AN1950'9.8 METERS (32.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AN1950'15.8 METERS (52.0 FT) NORTHWEST OF THE CENTERLINE OF THE FARM ROAD,
 AN1950'1.8 METERS (6.0 FT) NORTH-NORTHWEST OF A FIRE HYDRANT, 1.2 METERS
 AN1950'(4.0 FT) NORTHWEST OF A POWERLINE JUNCTION POLE.
 AN1950'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AN1950
 AN1950                          STATION RECOVERY (2005)
 AN1950
 AN1950'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AN1950'PCV CASING SHOWS ONLY SLIGHT SHIFTING BUT LID IS MISSING FROM THE
 AN1950'COVER ASSEMBLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1914 ***********************************************************************
 AN1914  DESIGNATION -  H 1382
 AN1914  PID         -  AN1914
 AN1914  STATE/COUNTY-  TX/BEE
 AN1914  USGS QUAD   -  SKIDMORE (1979)
 AN1914
 AN1914                         *CURRENT SURVEY CONTROL
 AN1914  ___________________________________________________________________
 AN1914* NAD 83(1986)-  28 21 03.     (N)    097 43 19.     (W)     SCALED    
 AN1914* NAVD 88     -        59.306  (meters)     194.57   (feet)  ADJUSTED  
 AN1914  ___________________________________________________________________
 AN1914  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN1914  DYNAMIC HT  -          59.217 (meters)     194.28  (feet)  COMP
 AN1914  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 AN1914
 AN1914  VERT ORDER  -  FIRST     CLASS II
 AN1914
 AN1914.The horizontal coordinates were scaled from a topographic map and have
 AN1914.an estimated accuracy of +/- 6 seconds.
 AN1914
 AN1914.The orthometric height was determined by differential leveling
 AN1914.and adjusted by the National Geodetic Survey in June 1991..
 AN1914
 AN1914.The geoid height was determined by GEOID03.
 AN1914
 AN1914.The dynamic height is computed by dividing the NAVD 88
 AN1914.geopotential number by the normal gravity value computed on the
 AN1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1914.degrees latitude (g = 980.6199 gals.).
 AN1914
 AN1914.The modeled gravity was interpolated from observed gravity values.
 AN1914
 AN1914;                    North         East    Units  Estimated Accuracy
 AN1914;SPC TXSC     - 4,058,040.      725,300.      MT  (+/- 180 meters Scaled)
 AN1914
 AN1914                          SUPERSEDED SURVEY CONTROL
 AN1914
 AN1914.No superseded survey control is available for this station.
 AN1914
 AN1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS252367(NAD 83)
 AN1914_MARKER: I = METAL ROD
 AN1914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1914_SP_SET: STAINLESS STEEL ROD
 AN1914_STAMPING: H 1382 1981
 AN1914_MARK LOGO: NGS   
 AN1914_PROJECTION: FLUSH
 AN1914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1914_ROD/PIPE-DEPTH: 3.3  meters
 AN1914
 AN1914  HISTORY     - Date     Condition        Report By
 AN1914  HISTORY     - 1981     MONUMENTED       NGS
 AN1914  HISTORY     - 19970725 GOOD             USPSQD
 AN1914
 AN1914                          STATION DESCRIPTION
 AN1914
 AN1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1914'6.1 KM (4.05 MI) SE FROM BEEVILLE.
 AN1914'3.9 KM (2.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1914'COURTHOUSE IN BEEVILLE, THENCE 2.2 KM (1.6 MI) SOUTHEAST ALONG U.S.
 AN1914'HIGHWAY 181, 96.0 METERS (315 FT) SOUTH-SOUTHEAST OF A CONCRETE BOX
 AN1914'CULVERT UNDER THE SOUTHBOUND LANES OF THE HIGHWAY, 21.0 METERS
 AN1914'(69.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AN1914'HIGHWAY, 53.3 METERS (175 FT) SOUTHEAST OF THE SOUTHEAST ONE OF TWO
 AN1914'BRACE POLES IN A FENCE LINE, 1.3 METERS (4.5 FT) NORTHWEST OF A
 AN1914'POWERLINE POLE, 0.3 METER (1.0 FT) NORTHEAST OF THE RIGHT-OF-WAY
 AN1914'FENCE, 42.3 METERS (139 FT) WEST-SOUTHWEST OF A LONE 60-CM PIN OAK
 AN1914'TREE.  ROD WAS DRIVEN TO REFUSAL.
 AN1914'THE MARK IS 0.45 METERS  SSW FROM A WITNESS POST.
 AN1914'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AN1914
 AN1914                          STATION RECOVERY (1997)
 AN1914
 AN1914'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0419 ***********************************************************************
 CE0419  DESIGNATION -  H 1383
 CE0419  PID         -  CE0419
 CE0419  STATE/COUNTY-  TX/EL PASO
 CE0419  USGS QUAD   -  NORTH FRANKLIN MOUNTAIN (1995)
 CE0419
 CE0419                         *CURRENT SURVEY CONTROL
 CE0419  ___________________________________________________________________
 CE0419* NAD 83(1986)-  31 53 15.     (N)    106 23 47.     (W)     SCALED    
 CE0419* NAVD 88     -      1197.880  (meters)    3930.04   (feet)  ADJUSTED  
 CE0419  ___________________________________________________________________
 CE0419  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CE0419  DYNAMIC HT  -        1196.057 (meters)    3924.06  (feet)  COMP
 CE0419  MODELED GRAV-     979,077.1   (mgal)                       NAVD 88
 CE0419
 CE0419  VERT ORDER  -  FIRST     CLASS I
 CE0419
 CE0419.The horizontal coordinates were scaled from a topographic map and have
 CE0419.an estimated accuracy of +/- 6 seconds.
 CE0419
 CE0419.The orthometric height was determined by differential leveling
 CE0419.and adjusted by the National Geodetic Survey in November 1996..
 CE0419
 CE0419.The geoid height was determined by GEOID03.
 CE0419
 CE0419.The dynamic height is computed by dividing the NAVD 88
 CE0419.geopotential number by the normal gravity value computed on the
 CE0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0419.degrees latitude (g = 980.6199 gals.).
 CE0419
 CE0419.The modeled gravity was interpolated from observed gravity values.
 CE0419
 CE0419;                    North         East    Units  Estimated Accuracy
 CE0419;SPC TX C     - 3,261,830.      126,670.      MT  (+/- 180 meters Scaled)
 CE0419
 CE0419                          SUPERSEDED SURVEY CONTROL
 CE0419
 CE0419  NAVD 88 (06/15/91) 1197.890  (m)         3930.08   (f) UNKNOWN     1 1
 CE0419
 CE0419.Superseded values are not recommended for survey control.
 CE0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0419.See file dsdata.txt to determine how the superseded data were derived.
 CE0419
 CE0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR679288(NAD 83)
 CE0419_MARKER: I = METAL ROD
 CE0419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0419_SP_SET: STAINLESS STEEL ROD
 CE0419_STAMPING: H 1383 1981
 CE0419_MARK LOGO: NGS   
 CE0419_PROJECTION: FLUSH
 CE0419_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0419+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1993
 CE0419_ROD/PIPE-DEPTH: 7.3  meters
 CE0419
 CE0419  HISTORY     - Date     Condition        Report By
 CE0419  HISTORY     - 1981     MONUMENTED       NGS
 CE0419  HISTORY     - 19930202 GOOD             NGS
 CE0419
 CE0419                          STATION DESCRIPTION
 CE0419
 CE0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0419'IN EL PASO.
 CE0419'THE MARK IS 1.0 M ABOVE THE ROAD.
 CE0419'IN EL PASO, BEHIND THE SAFEWAY WAREHOUSE AT 9810 RAILROAD DRIVE,
 CE0419'20.3 METERS (66.5 FT) EAST OF THE
 CE0419'SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND THE SAFEWAY WAREHOUSE,
 CE0419'11.6 METERS (38.2 FT) NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 CE0419'PACIFIC RAILROAD, 7.5 METERS (24.5 FT) SOUTHEAST OF THE CENTER OF
 CE0419'A DIRT ROAD AND 1.4 METERS (4.7 FT) NORTHEAST OF MILEPOST 1307.
 CE0419'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CE0419'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 CE0419
 CE0419                          STATION RECOVERY (1993)
 CE0419
 CE0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CE0419'17.8 KM (11.05 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0419'FROM THE UNION PASSENGER STATION IN EL PASO, 1.5 KM (0.95 MI)
 CE0419'SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY LOOP 375, 20.2 M
 CE0419'(66.3 FT) EAST OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE
 CE0419'ENCLOSING THE FLEMING FOODS WAREHOUSE AT 9820 RAILROAD DRIVE, 11.6 M
 CE0419'(38.1 FT) NORTH OF A UTILITY POLE WITH A METER ATTACHED, 11.4 M
 CE0419'(37.4 FT) NORTHWEST OF THE NEAR RAIL, 7.3 M (24.0 FT) SOUTHEAST OF
 CE0419'THE CENTER OF A TRACK ROAD, 4.7 M (15.4 FT) NORTHWEST OF MILEPOST
 CE0419'1307, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 CE0419'BELOW THE LEVEL OF THE TRACK. NOTE--ACCESS TO THE DATUM POINT IS
 CE0419'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0827 ***********************************************************************
 CD0827  DESIGNATION -  H 1384
 CD0827  PID         -  CD0827
 CD0827  STATE/COUNTY-  TX/EL PASO
 CD0827  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0827
 CD0827                         *CURRENT SURVEY CONTROL
 CD0827  ___________________________________________________________________
 CD0827* NAD 83(1986)-  31 49 52.     (N)    105 59 36.     (W)     SCALED    
 CD0827* NAVD 88     -      1501.169  (meters)    4925.09   (feet)  ADJUSTED  
 CD0827  ___________________________________________________________________
 CD0827  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CD0827  DYNAMIC HT  -        1498.843 (meters)    4917.45  (feet)  COMP
 CD0827  MODELED GRAV-     979,036.6   (mgal)                       NAVD 88
 CD0827
 CD0827  VERT ORDER  -  FIRST     CLASS II
 CD0827
 CD0827.The horizontal coordinates were scaled from a topographic map and have
 CD0827.an estimated accuracy of +/- 6 seconds.
 CD0827
 CD0827.The orthometric height was determined by differential leveling
 CD0827.and adjusted by the National Geodetic Survey in June 1991..
 CD0827
 CD0827.The geoid height was determined by GEOID03.
 CD0827
 CD0827.The dynamic height is computed by dividing the NAVD 88
 CD0827.geopotential number by the normal gravity value computed on the
 CD0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0827.degrees latitude (g = 980.6199 gals.).
 CD0827
 CD0827.The modeled gravity was interpolated from observed gravity values.
 CD0827
 CD0827;                    North         East    Units  Estimated Accuracy
 CD0827;SPC TX C     - 3,253,580.      164,430.      MT  (+/- 180 meters Scaled)
 CD0827
 CD0827                          SUPERSEDED SURVEY CONTROL
 CD0827
 CD0827.No superseded survey control is available for this station.
 CD0827
 CD0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR060221(NAD 83)
 CD0827_MARKER: DB = BENCH MARK DISK
 CD0827_SETTING: 66 = SET IN ROCK OUTCROP
 CD0827_SP_SET: ROCK OUTCROP
 CD0827_STAMPING: H 1384 1981
 CD0827_MARK LOGO: NGS   
 CD0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0827+STABILITY: POSITION/ELEVATION WELL
 CD0827
 CD0827  HISTORY     - Date     Condition        Report By
 CD0827  HISTORY     - 1981     MONUMENTED       NGS
 CD0827
 CD0827                          STATION DESCRIPTION
 CD0827
 CD0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0827'42.1 KM (26.15 MI) EAST FROM EL PASO.
 CD0827'42.1 KM (26.15 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0827'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0827'IN TOP OF A 4 BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 21.6
 CD0827'METERS (71.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 7.8
 CD0827'METERS (25.5 FT) NORTHWEST OF A FENCE.
 CD0827'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 CD0827'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1889 ***********************************************************************
 AN1889  DESIGNATION -  H 1385
 AN1889  PID         -  AN1889
 AN1889  STATE/COUNTY-  TX/SAN PATRICIO
 AN1889  USGS QUAD   -  SINTON WEST (1979)
 AN1889
 AN1889                         *CURRENT SURVEY CONTROL
 AN1889  ___________________________________________________________________
 AN1889* NAD 83(1986)-  28 04 35.     (N)    097 32 16.     (W)     SCALED    
 AN1889* NAVD 88     -        19.612  (meters)      64.34   (feet)  ADJUSTED  
 AN1889  ___________________________________________________________________
 AN1889  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN1889  DYNAMIC HT  -          19.582 (meters)      64.25  (feet)  COMP
 AN1889  MODELED GRAV-     979,134.9   (mgal)                       NAVD 88
 AN1889
 AN1889  VERT ORDER  -  FIRST     CLASS II
 AN1889
 AN1889.The horizontal coordinates were scaled from a topographic map and have
 AN1889.an estimated accuracy of +/- 6 seconds.
 AN1889
 AN1889.The orthometric height was determined by differential leveling
 AN1889.and adjusted by the National Geodetic Survey in June 1991..
 AN1889
 AN1889.The geoid height was determined by GEOID03.
 AN1889
 AN1889.The dynamic height is computed by dividing the NAVD 88
 AN1889.geopotential number by the normal gravity value computed on the
 AN1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1889.degrees latitude (g = 980.6199 gals.).
 AN1889
 AN1889.The modeled gravity was interpolated from observed gravity values.
 AN1889
 AN1889;                    North         East    Units  Estimated Accuracy
 AN1889;SPC TX S     - 5,267,350.      394,590.      MT  (+/- 180 meters Scaled)
 AN1889
 AN1889                          SUPERSEDED SURVEY CONTROL
 AN1889
 AN1889.No superseded survey control is available for this station.
 AN1889
 AN1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS436065(NAD 83)
 AN1889_MARKER: I = METAL ROD
 AN1889_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1889_SP_SET: STAINLESS STEEL ROD
 AN1889_STAMPING: H 1385 1981
 AN1889_MARK LOGO: NGS   
 AN1889_PROJECTION: FLUSH
 AN1889_MAGNETIC: I = MARKER IS A STEEL ROD
 AN1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1889+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 AN1889_ROD/PIPE-DEPTH: 8.5  meters
 AN1889
 AN1889  HISTORY     - Date     Condition        Report By
 AN1889  HISTORY     - 1981     MONUMENTED       NGS
 AN1889  HISTORY     - 1987     GOOD             NGS
 AN1889  HISTORY     - 1990     GOOD             USPSQD
 AN1889  HISTORY     - 19950610 GOOD             USPSQD
 AN1889  HISTORY     - 19970210 GOOD             NGS
 AN1889
 AN1889                          STATION DESCRIPTION
 AN1889
 AN1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1889'5.0 KM (3.15 MI) NW FROM SINTON.
 AN1889'5.0 KM (3.15 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE POST OFFICE
 AN1889'IN SINTON, 0.2 KM (0.15 MI) SOUTHEAST OF THE JUNCTION OF COUNTY ROAD
 AN1889'26A, AT A PIPELINE CROSSING, 25.9 METERS (85.0 FT) SOUTHWEST OF THE
 AN1889'CENTERLINE OF THE HIGHWAY, 51.2 METERS (168 FT) SOUTHWEST OF THE
 AN1889'SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 22.5 METERS (74.0 FT)
 AN1889'NORTHWEST OF OF THE CENTER OF A METAL GATE WHICH IS BETWEEN TWO
 AN1889'PIPELINE CROSSINGS, 50.2 METERS (165 FT) SOUTHEAST OF A POWERLINE POLE
 AN1889'WITH A TRANSFORMER, 1.5 METERS (5.0 FT) NORTHWEST OF A TELEPHONE
 AN1889'JUNCTION BOX, 1.9 METERS (6.5 FT) NORTHWEST OF A POWERLINE POLE,
 AN1889'0.3 METER (0.5 FT) NORTHEAST OF A RIGHT-OF-WAY FENCE.  ROD WAS DRIVEN
 AN1889'TO REFUSAL.
 AN1889'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 AN1889'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AN1889
 AN1889                          STATION RECOVERY (1987)
 AN1889
 AN1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN1889'RECOVERED IN GOOD CONDITION.
 AN1889
 AN1889                          STATION RECOVERY (1990)
 AN1889
 AN1889'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN1889'RECOVERED IN GOOD CONDITION.
 AN1889
 AN1889                          STATION RECOVERY (1995)
 AN1889
 AN1889'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1889'RECOVERED IN GOOD CONDITION.
 AN1889
 AN1889                          STATION RECOVERY (1997)
 AN1889
 AN1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1889'4.9 KM (3.05 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AN1889'JUNCTION OF STATE HIGHWAY 881 IN SINTON, 25.8 M (84.6 FT) SOUTHWEST OF
 AN1889'AND LEVEL WITH THE HIGHWAY CENTERLINE, 22.5 M (73.8 FT) NORTHWEST OF
 AN1889'THE CENTER OF A GATE, 11.0 M (36.1 FT) NORTHWEST OF A GAS LINE VENT
 AN1889'PIPE, 1.9 M (6.2 FT) NORTHWEST OF A UTILITY POLE AND UNDERGROUND CABLE
 AN1889'JUNCTION BOX 29, 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M
 AN1889'(1.0 FT) NORTHEAST OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AN1889'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1062 ***********************************************************************
 AH1062  DESIGNATION -  H 1387
 AH1062  PID         -  AH1062
 AH1062  STATE/COUNTY-  TX/KLEBERG
 AH1062  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1062
 AH1062                         *CURRENT SURVEY CONTROL
 AH1062  ___________________________________________________________________
 AH1062* NAD 83(1986)-  27 31 01.     (N)    097 51 33.     (W)     SCALED    
 AH1062* NAVD 88     -        20.172  (meters)      66.18   (feet)  ADJUSTED  
 AH1062  ___________________________________________________________________
 AH1062  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH1062  DYNAMIC HT  -          20.141 (meters)      66.08  (feet)  COMP
 AH1062  MODELED GRAV-     979,095.9   (mgal)                       NAVD 88
 AH1062
 AH1062  VERT ORDER  -  FIRST     CLASS II
 AH1062
 AH1062.The horizontal coordinates were scaled from a topographic map and have
 AH1062.an estimated accuracy of +/- 6 seconds.
 AH1062
 AH1062.The orthometric height was determined by differential leveling
 AH1062.and adjusted by the National Geodetic Survey in June 1991..
 AH1062
 AH1062.The geoid height was determined by GEOID03.
 AH1062
 AH1062.The dynamic height is computed by dividing the NAVD 88
 AH1062.geopotential number by the normal gravity value computed on the
 AH1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1062.degrees latitude (g = 980.6199 gals.).
 AH1062
 AH1062.The modeled gravity was interpolated from observed gravity values.
 AH1062
 AH1062;                    North         East    Units  Estimated Accuracy
 AH1062;SPC TX S     - 5,205,160.      363,310.      MT  (+/- 180 meters Scaled)
 AH1062
 AH1062                          SUPERSEDED SURVEY CONTROL
 AH1062
 AH1062.No superseded survey control is available for this station.
 AH1062
 AH1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR126442(NAD 83)
 AH1062_MARKER: DB = BENCH MARK DISK
 AH1062_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AH1062_SP_SET: BUILDING FOUNDATION WALL
 AH1062_STAMPING: H 1387 1981
 AH1062_MARK LOGO: NGS   
 AH1062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1062+STABILITY: POSITION/ELEVATION WELL
 AH1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1062+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 AH1062
 AH1062  HISTORY     - Date     Condition        Report By
 AH1062  HISTORY     - 1981     MONUMENTED       NGS
 AH1062  HISTORY     - 19901007 GOOD             USPSQD
 AH1062  HISTORY     - 20050209 GOOD             INDIV
 AH1062
 AH1062                          STATION DESCRIPTION
 AH1062
 AH1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1062'IN KINGSVILLE.
 AH1062'IN KINGSVILLE, 0.97 KM (0.6 MI) EAST ALONG KLEBERG AVENUE FROM THE
 AH1062'POST OFFICE, SET VERTICALLY IN THE WEST FACE AT THE SOUTHWEST CORNER
 AH1062'OF THE KLEBERG COUNTY COURTHOUSE BUILDING, DIRECTLY BELOW THE WEST
 AH1062'FACE OF THE CORNER STONE, 0.6 METER (1.9 FT) NORTH OF THE SOUTHWEST
 AH1062'CORNER.  NOTE-DUE TO THE BUILDING STRUCTURE AND DEPTH OF THE
 AH1062'FOUNDATION, IT IS DESIGNATED AS A CLASS A THIS DATE.
 AH1062'THE MARK IS 1.6 M ABOVE THE GROUND.
 AH1062
 AH1062                          STATION RECOVERY (1990)
 AH1062
 AH1062'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AH1062'RECOVERED IN GOOD CONDITION.
 AH1062
 AH1062                          STATION RECOVERY (2005)
 AH1062
 AH1062'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SEW)
 AH1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1600 ***********************************************************************
 AY1600  DESIGNATION -  H 1388
 AY1600  PID         -  AY1600
 AY1600  STATE/COUNTY-  TX/UVALDE
 AY1600  USGS QUAD   -  SABINAL (1970)
 AY1600
 AY1600                         *CURRENT SURVEY CONTROL
 AY1600  ___________________________________________________________________
 AY1600* NAD 83(1986)-  29 19 13.     (N)    099 27 31.     (W)     SCALED    
 AY1600* NAVD 88     -       288.881  (meters)     947.77   (feet)  ADJUSTED  
 AY1600  ___________________________________________________________________
 AY1600  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 AY1600  DYNAMIC HT  -         288.462 (meters)     946.40  (feet)  COMP
 AY1600  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 AY1600
 AY1600  VERT ORDER  -  FIRST     CLASS II
 AY1600
 AY1600.The horizontal coordinates were scaled from a topographic map and have
 AY1600.an estimated accuracy of +/- 6 seconds.
 AY1600
 AY1600.The orthometric height was determined by differential leveling
 AY1600.and adjusted by the National Geodetic Survey in June 1991..
 AY1600
 AY1600.The geoid height was determined by GEOID03.
 AY1600
 AY1600.The dynamic height is computed by dividing the NAVD 88
 AY1600.geopotential number by the normal gravity value computed on the
 AY1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1600.degrees latitude (g = 980.6199 gals.).
 AY1600
 AY1600.The modeled gravity was interpolated from observed gravity values.
 AY1600
 AY1600;                    North         East    Units  Estimated Accuracy
 AY1600;SPC TXSC     - 4,164,880.      555,460.      MT  (+/- 180 meters Scaled)
 AY1600
 AY1600                          SUPERSEDED SURVEY CONTROL
 AY1600
 AY1600.No superseded survey control is available for this station.
 AY1600
 AY1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT554435(NAD 83)
 AY1600_MARKER: I = METAL ROD
 AY1600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1600_SP_SET: STAINLESS STEEL ROD
 AY1600_STAMPING: H 1388 1982
 AY1600_MARK LOGO: NGS   
 AY1600_PROJECTION: FLUSH
 AY1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1600_ROD/PIPE-DEPTH: 4.9  meters
 AY1600
 AY1600  HISTORY     - Date     Condition        Report By
 AY1600  HISTORY     - 1982     MONUMENTED       NGS
 AY1600  HISTORY     - 20021029 GOOD             USPSQD
 AY1600
 AY1600                          STATION DESCRIPTION
 AY1600
 AY1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1600'0.89 KM (0.55 MI) EAST FROM SABINAL.
 AY1600'0.89 KM (0.55 MI) EAST ALONG A GRAVEL ROAD (RAILROAD SERVICE ROAD)
 AY1600'FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND RANCH ROAD 187
 AY1600'IN SABINAL, ROAD RUNS PARALLEL AND ON THE SOUTH SIDE OF RAILROAD
 AY1600'TRACKS, AT MILEPOLE NUMBER 279, 13.0 METERS (42.5 FT) SOUTH OF SOUTH
 AY1600'RAIL OF MAIN TRACKS, 8.5 METERS (28.0 FT) SOUTH OF RAILROAD SERVICE
 AY1600'ROAD, 1.5 METERS (5.0 FT) NORTH OF A FENCE LINE, 0.91 METERS (3.0 FT)
 AY1600'WEST SOUTHWEST OF MILEPOLE 279, 0.91 METERS (3.0 FT) EAST OF BENCH
 AY1600'MARK B 34 USGS, AND 14.0 METERS (46.0 FT) SOUTHWEST OF A TELEGRAPH
 AY1600'POLE.
 AY1600'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AY1600'THE MARK IS 0.15 M BELOW RAILROAD TRACKS.
 AY1600
 AY1600                          STATION RECOVERY (2002)
 AY1600
 AY1600'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0819 ***********************************************************************
 CD0819  DESIGNATION -  H 1389
 CD0819  PID         -  CD0819
 CD0819  STATE/COUNTY-  TX/CULBERSON
 CD0819  USGS QUAD   -  HACKETT PEAK (1964)
 CD0819
 CD0819                         *CURRENT SURVEY CONTROL
 CD0819  ___________________________________________________________________
 CD0819* NAD 83(1986)-  31 02 32.     (N)    104 54 31.     (W)     SCALED    
 CD0819* NAVD 88     -      1345.816  (meters)    4415.40   (feet)  ADJUSTED  
 CD0819  ___________________________________________________________________
 CD0819  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 CD0819  DYNAMIC HT  -        1343.689 (meters)    4408.42  (feet)  COMP
 CD0819  MODELED GRAV-     979,013.0   (mgal)                       NAVD 88
 CD0819
 CD0819  VERT ORDER  -  FIRST     CLASS II
 CD0819
 CD0819.The horizontal coordinates were scaled from a topographic map and have
 CD0819.an estimated accuracy of +/- 6 seconds.
 CD0819
 CD0819.The orthometric height was determined by differential leveling
 CD0819.and adjusted by the National Geodetic Survey in June 1991..
 CD0819
 CD0819.The geoid height was determined by GEOID03.
 CD0819
 CD0819.The dynamic height is computed by dividing the NAVD 88
 CD0819.geopotential number by the normal gravity value computed on the
 CD0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0819.degrees latitude (g = 980.6199 gals.).
 CD0819
 CD0819.The modeled gravity was interpolated from observed gravity values.
 CD0819
 CD0819;                    North         East    Units  Estimated Accuracy
 CD0819;SPC TX C     - 3,161,470.      263,410.      MT  (+/- 180 meters Scaled)
 CD0819
 CD0819                          SUPERSEDED SURVEY CONTROL
 CD0819
 CD0819.No superseded survey control is available for this station.
 CD0819
 CD0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ087342(NAD 83)
 CD0819_MARKER: DB = BENCH MARK DISK
 CD0819_SETTING: 66 = SET IN ROCK OUTCROP
 CD0819_SP_SET: ROCK OUTCROP
 CD0819_STAMPING: H 1389 1981
 CD0819_MARK LOGO: NGS   
 CD0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0819+STABILITY: POSITION/ELEVATION WELL
 CD0819
 CD0819  HISTORY     - Date     Condition        Report By
 CD0819  HISTORY     - 1981     MONUMENTED       NGS
 CD0819  HISTORY     - 1990     GOOD             USPSQD
 CD0819
 CD0819                          STATION DESCRIPTION
 CD0819
 CD0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0819'7.6 KM (4.75 MI) WEST FROM VAN HORN.
 CD0819'7.6 KM (4.75 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0819'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, AT THE SOUTHEAST END
 CD0819'OF A HIGHWAY ROCK CUT, IN TOP OF A 12 BY 10 FT EXPOSED AREA OF
 CD0819'OUTCROPPING BEDROCK, 0.6 KM (0.4 MI) EAST OF MILE POST 135, 17.5
 CD0819'METERS (57.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CD0819'14.2 METERS (46.6 FT) SOUTH-SOUTHWEST OF A FENCE AND 4.1 METERS
 CD0819'(13.4 FT) NORTHWEST OF THE NORTHEAST END OF A HIGHWAY INFORMATION
 CD0819'SIGN (HUDSPETH COUNTY ENTERING MOUNTAIN TIME ZONE).
 CD0819'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 CD0819'THE MARK IS 1.0 M ABOVE THE ROAD.
 CD0819
 CD0819                          STATION RECOVERY (1990)
 CD0819
 CD0819'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0031 ***********************************************************************
 FL0031  DESIGNATION -  H 139 RESET 1977
 FL0031  PID         -  FL0031
 FL0031  STATE/COUNTY-  TX/WHEELER
 FL0031  USGS QUAD   -  BRISCOE (1963)
 FL0031
 FL0031                         *CURRENT SURVEY CONTROL
 FL0031  ___________________________________________________________________
 FL0031* NAD 83(1986)-  35 35 59.     (N)    100 19 24.     (W)     SCALED    
 FL0031* NAVD 88     -       793.65   (+/-2cm)    2603.8    (feet)  VERTCON   
 FL0031  ___________________________________________________________________
 FL0031  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 FL0031
 FL0031  VERT ORDER  -  THIRD (See Below)
 FL0031
 FL0031.The horizontal coordinates were scaled from a topographic map and have
 FL0031.an estimated accuracy of +/- 6 seconds.
 FL0031
 FL0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL0031.The vertical order pertains to the NGVD 29 superseded value.
 FL0031
 FL0031.The geoid height was determined by GEOID03.
 FL0031
 FL0031;                    North         East    Units  Estimated Accuracy
 FL0031;SPC TX N     - 1,178,100.      306,620.      MT  (+/- 180 meters Scaled)
 FL0031
 FL0031                          SUPERSEDED SURVEY CONTROL
 FL0031
 FL0031  NGVD 29 (01/29/03)  793.30   (m)         2602.7    (f) RESET       3  
 FL0031
 FL0031.Superseded values are not recommended for survey control.
 FL0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0031.See file dsdata.txt to determine how the superseded data were derived.
 FL0031
 FL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE801403(NAD 83)
 FL0031_MARKER: DB = BENCH MARK DISK
 FL0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0031_SP_SET: BRIDGE
 FL0031_STAMPING: H 139 RESET 1977
 FL0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0031
 FL0031  HISTORY     - Date     Condition        Report By
 FL0031  HISTORY     - 1977     MONUMENTED       TXHD
 FL0031
 FL0031                          STATION DESCRIPTION
 FL0031
 FL0031'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1977
 FL0031'11.5 MI N FROM WHEELER.
 FL0031'ABOUT 11.5 MILES NORTH ALONG U. S. HIGHWAY 83 FROM THE COUNTY
 FL0031'COURTHOUSE AT WHEELER, WHEELER COUNTY, AT THE SOUTHEAST CORNER OF THE
 FL0031'CONCRETE BRIDGE OVER GAGEBY CREEK, AND IN THE TOP OF THE CONCRETE WING
 FL0031'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0611 ***********************************************************************
 CC0611  DESIGNATION -  H 1390
 CC0611  PID         -  CC0611
 CC0611  STATE/COUNTY-  TX/WARD
 CC0611  USGS QUAD   -  MONAHANS (1981)
 CC0611
 CC0611                         *CURRENT SURVEY CONTROL
 CC0611  ___________________________________________________________________
 CC0611* NAD 83(1986)-  31 34 29.     (N)    102 53 31.     (W)     SCALED    
 CC0611* NAVD 88     -       795.528  (meters)    2609.99   (feet)  ADJUSTED  
 CC0611  ___________________________________________________________________
 CC0611  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CC0611  DYNAMIC HT  -         794.423 (meters)    2606.37  (feet)  COMP
 CC0611  MODELED GRAV-     979,223.8   (mgal)                       NAVD 88
 CC0611
 CC0611  VERT ORDER  -  FIRST     CLASS II
 CC0611
 CC0611.The horizontal coordinates were scaled from a topographic map and have
 CC0611.an estimated accuracy of +/- 6 seconds.
 CC0611
 CC0611.The orthometric height was determined by differential leveling
 CC0611.and adjusted by the National Geodetic Survey in June 1991..
 CC0611
 CC0611.The geoid height was determined by GEOID03.
 CC0611
 CC0611.The dynamic height is computed by dividing the NAVD 88
 CC0611.geopotential number by the normal gravity value computed on the
 CC0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0611.degrees latitude (g = 980.6199 gals.).
 CC0611
 CC0611.The modeled gravity was interpolated from observed gravity values.
 CC0611
 CC0611;                    North         East    Units  Estimated Accuracy
 CC0611;SPC TX C     - 3,214,320.      457,160.      MT  (+/- 180 meters Scaled)
 CC0611
 CC0611                          SUPERSEDED SURVEY CONTROL
 CC0611
 CC0611.No superseded survey control is available for this station.
 CC0611
 CC0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ000952(NAD 83)
 CC0611_MARKER: DB = BENCH MARK DISK
 CC0611_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0611_SP_SET: BRIDGE PIER
 CC0611_STAMPING: H 1390 1981
 CC0611_MARK LOGO: NGS   
 CC0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0611+STABILITY: POSITION/ELEVATION WELL
 CC0611
 CC0611  HISTORY     - Date     Condition        Report By
 CC0611  HISTORY     - 1981     MONUMENTED       NGS
 CC0611  HISTORY     - 1981     GOOD             NGS
 CC0611  HISTORY     - 1982     GOOD             NGS
 CC0611  HISTORY     - 20010202 GOOD             USPSQD
 CC0611
 CC0611                          STATION DESCRIPTION
 CC0611
 CC0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0611'IN MONAHANS.
 CC0611'IN MONAHANS, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY
 CC0611'ONE OF THREE PIERS OF THE EAST BOUND LANES OF INTERSTATE HIGHWAY 20
 CC0611'OVERPASS AT STOCKTON AVENUE, AND 6.4 METERS (21.0 FT) WEST OF THE
 CC0611'CENTERLINE OF THE SOUTH BOUND LANES OF THE AVENUE.
 CC0611'THE MARK IS 1.3 M ABOVE THE GROUND.
 CC0611
 CC0611                          STATION RECOVERY (1981)
 CC0611
 CC0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0611'RECOVERED IN GOOD CONDITION.
 CC0611
 CC0611                          STATION RECOVERY (1982)
 CC0611
 CC0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0611'RECOVERED IN GOOD CONDITION.
 CC0611
 CC0611                          STATION RECOVERY (2001)
 CC0611
 CC0611'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0563 ***********************************************************************
 CC0563  DESIGNATION -  H 1391
 CC0563  PID         -  CC0563
 CC0563  STATE/COUNTY-  TX/REEVES
 CC0563  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0563
 CC0563                         *CURRENT SURVEY CONTROL
 CC0563  ___________________________________________________________________
 CC0563* NAD 83(1986)-  31 39 32.     (N)    103 42 34.     (W)     SCALED    
 CC0563* NAVD 88     -       845.567  (meters)    2774.16   (feet)  ADJUSTED  
 CC0563  ___________________________________________________________________
 CC0563  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CC0563  DYNAMIC HT  -         844.321 (meters)    2770.08  (feet)  COMP
 CC0563  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 CC0563
 CC0563  VERT ORDER  -  FIRST     CLASS II
 CC0563
 CC0563.The horizontal coordinates were scaled from a topographic map and have
 CC0563.an estimated accuracy of +/- 6 seconds.
 CC0563
 CC0563.The orthometric height was determined by differential leveling
 CC0563.and adjusted by the National Geodetic Survey in June 1991..
 CC0563
 CC0563.The geoid height was determined by GEOID03.
 CC0563
 CC0563.The dynamic height is computed by dividing the NAVD 88
 CC0563.geopotential number by the normal gravity value computed on the
 CC0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0563.degrees latitude (g = 980.6199 gals.).
 CC0563
 CC0563.The modeled gravity was interpolated from observed gravity values.
 CC0563
 CC0563;                    North         East    Units  Estimated Accuracy
 CC0563;SPC TX C     - 3,225,710.      379,870.      MT  (+/- 180 meters Scaled)
 CC0563
 CC0563                          SUPERSEDED SURVEY CONTROL
 CC0563
 CC0563.No superseded survey control is available for this station.
 CC0563
 CC0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR223033(NAD 83)
 CC0563_MARKER: I = METAL ROD
 CC0563_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0563_SP_SET: STAINLESS STEEL ROD
 CC0563_STAMPING: H 1391 1981
 CC0563_MARK LOGO: NGS   
 CC0563_PROJECTION: FLUSH
 CC0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0563_ROD/PIPE-DEPTH: 6.7  meters
 CC0563
 CC0563  HISTORY     - Date     Condition        Report By
 CC0563  HISTORY     - 1981     MONUMENTED       NGS
 CC0563
 CC0563                          STATION DESCRIPTION
 CC0563
 CC0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0563'27.0 KM (16.75 MI) SE FROM ORLA.
 CC0563'27.0 KM (16.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0563'WITH FARM ROAD 652 IN ORLA, 0.7 KM (0.45 MI) SOUTHEAST OF A GRAVELED
 CC0563'ROAD LEADING NORTH, 37.5 METERS (123.0 FT) SOUTH-SOUTHEAST OF A
 CC0563'CONCRETE RIGHT OF WAY MARKER, AND 17.6 METERS (57.9 FT)
 CC0563'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS
 CC0563'REACHED AT 6.7 METERS (22.0 FT).  ACCESS TO THE DATUM POINT IS
 CC0563'THROUGH A 5-INCH LOGO CAP.
 CC0563'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CC0563'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0838 ***********************************************************************
 CD0838  DESIGNATION -  H 1392
 CD0838  PID         -  CD0838
 CD0838  STATE/COUNTY-  TX/HUDSPETH
 CD0838  USGS QUAD   -  MOLESWORTH MESA NORTH (1979)
 CD0838
 CD0838                         *CURRENT SURVEY CONTROL
 CD0838  ___________________________________________________________________
 CD0838* NAD 83(1986)-  31 48 18.     (N)    105 37 13.     (W)     SCALED    
 CD0838* NAVD 88     -      1407.233  (meters)    4616.90   (feet)  ADJUSTED  
 CD0838  ___________________________________________________________________
 CD0838  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0838  DYNAMIC HT  -        1405.058 (meters)    4609.76  (feet)  COMP
 CD0838  MODELED GRAV-     979,044.0   (mgal)                       NAVD 88
 CD0838
 CD0838  VERT ORDER  -  FIRST     CLASS II
 CD0838
 CD0838.The horizontal coordinates were scaled from a topographic map and have
 CD0838.an estimated accuracy of +/- 6 seconds.
 CD0838
 CD0838.The orthometric height was determined by differential leveling
 CD0838.and adjusted by the National Geodetic Survey in June 1991..
 CD0838
 CD0838.The geoid height was determined by GEOID03.
 CD0838
 CD0838.The dynamic height is computed by dividing the NAVD 88
 CD0838.geopotential number by the normal gravity value computed on the
 CD0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0838.degrees latitude (g = 980.6199 gals.).
 CD0838
 CD0838.The modeled gravity was interpolated from observed gravity values.
 CD0838
 CD0838;                    North         East    Units  Estimated Accuracy
 CD0838;SPC TX C     - 3,248,950.      199,560.      MT  (+/- 180 meters Scaled)
 CD0838
 CD0838                          SUPERSEDED SURVEY CONTROL
 CD0838
 CD0838.No superseded survey control is available for this station.
 CD0838
 CD0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR412189(NAD 83)
 CD0838_MARKER: DB = BENCH MARK DISK
 CD0838_SETTING: 66 = SET IN ROCK OUTCROP
 CD0838_SP_SET: ROCK OUTCROP
 CD0838_STAMPING: H 1392 1981
 CD0838_MARK LOGO: NGS   
 CD0838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0838+STABILITY: POSITION/ELEVATION WELL
 CD0838
 CD0838  HISTORY     - Date     Condition        Report By
 CD0838  HISTORY     - 1981     MONUMENTED       NGS
 CD0838
 CD0838                          STATION DESCRIPTION
 CD0838
 CD0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0838'80.3 KM (49.85 MI) EAST FROM EL PASO.
 CD0838'80.3 KM (49.85 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0838'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0838'16.3 METERS (53.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 CD0838'HIGHWAY AND 6.9 METERS (22.5 FT) NORTH-NORTHEAST OF A FENCE.
 CD0838'THE MARK IS 0.5 METERS  SSW FROM A WITNESS POST.
 CD0838'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0753 ***********************************************************************
 CD0753  DESIGNATION -  H 1393
 CD0753  PID         -  CD0753
 CD0753  STATE/COUNTY-  TX/HUDSPETH
 CD0753  USGS QUAD   -  FORT HANCOCK NW (1972)
 CD0753
 CD0753                         *CURRENT SURVEY CONTROL
 CD0753  ___________________________________________________________________
 CD0753* NAD 83(1986)-  31 22 46.     (N)    105 58 10.     (W)     SCALED    
 CD0753* NAVD 88     -      1083.491  (meters)    3554.75   (feet)  ADJUSTED  
 CD0753  ___________________________________________________________________
 CD0753  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CD0753  DYNAMIC HT  -        1081.795 (meters)    3549.19  (feet)  COMP
 CD0753  MODELED GRAV-     979,038.4   (mgal)                       NAVD 88
 CD0753
 CD0753  VERT ORDER  -  FIRST     CLASS II
 CD0753
 CD0753.The horizontal coordinates were scaled from a topographic map and have
 CD0753.an estimated accuracy of +/- 6 seconds.
 CD0753
 CD0753.The orthometric height was determined by differential leveling
 CD0753.and adjusted by the National Geodetic Survey in June 1991..
 CD0753
 CD0753.The geoid height was determined by GEOID03.
 CD0753
 CD0753.The dynamic height is computed by dividing the NAVD 88
 CD0753.geopotential number by the normal gravity value computed on the
 CD0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0753.degrees latitude (g = 980.6199 gals.).
 CD0753
 CD0753.The modeled gravity was interpolated from observed gravity values.
 CD0753
 CD0753;                    North         East    Units  Estimated Accuracy
 CD0753;SPC TX C     - 3,203,450.      164,150.      MT  (+/- 180 meters Scaled)
 CD0753
 CD0753                          SUPERSEDED SURVEY CONTROL
 CD0753
 CD0753.No superseded survey control is available for this station.
 CD0753
 CD0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ078720(NAD 83)
 CD0753_MARKER: I = METAL ROD
 CD0753_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0753_SP_SET: STAINLESS STEEL ROD
 CD0753_STAMPING: H 1393 1981
 CD0753_MARK LOGO: NGS   
 CD0753_PROJECTION: FLUSH
 CD0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0753_ROD/PIPE-DEPTH: 12.5 meters
 CD0753
 CD0753  HISTORY     - Date     Condition        Report By
 CD0753  HISTORY     - 1981     MONUMENTED       NGS
 CD0753  HISTORY     - 1990     GOOD             USPSQD
 CD0753
 CD0753                          STATION DESCRIPTION
 CD0753
 CD0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0753'22.1 KM (13.65 MI) SE FROM FABENS.
 CD0753'22.1 KM (13.75 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CD0753'POST OFFICE IN FABENS, AT A PRIVATE ROAD LEADING NORTH, 15.2 METERS
 CD0753'(50.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.4 METERS
 CD0753'(27.5 FT) NORTH OF A UTILITY POLE, 7.9 METERS (26.0 FT) SOUTHEAST
 CD0753'OF THE CENTER OF THE ROAD AND 0.3 METER (1.0 FT) SOUTH OF A FENCE.
 CD0753'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0753'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 CD0753'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CD0753
 CD0753                          STATION RECOVERY (1990)
 CD0753
 CD0753'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0782 ***********************************************************************
 CD0782  DESIGNATION -  H 1394
 CD0782  PID         -  CD0782
 CD0782  STATE/COUNTY-  TX/HUDSPETH
 CD0782  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0782
 CD0782                         *CURRENT SURVEY CONTROL
 CD0782  ___________________________________________________________________
 CD0782* NAD 83(1986)-  31 11 15.     (N)    105 36 53.     (W)     SCALED    
 CD0782* NAVD 88     -      1157.540  (meters)    3797.70   (feet)  ADJUSTED  
 CD0782  ___________________________________________________________________
 CD0782  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CD0782  DYNAMIC HT  -        1155.732 (meters)    3791.76  (feet)  COMP
 CD0782  MODELED GRAV-     979,039.7   (mgal)                       NAVD 88
 CD0782
 CD0782  VERT ORDER  -  FIRST     CLASS II
 CD0782
 CD0782.The horizontal coordinates were scaled from a topographic map and have
 CD0782.an estimated accuracy of +/- 6 seconds.
 CD0782
 CD0782.The orthometric height was determined by differential leveling
 CD0782.and adjusted by the National Geodetic Survey in June 1991..
 CD0782
 CD0782.The geoid height was determined by GEOID03.
 CD0782
 CD0782.The dynamic height is computed by dividing the NAVD 88
 CD0782.geopotential number by the normal gravity value computed on the
 CD0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0782.degrees latitude (g = 980.6199 gals.).
 CD0782
 CD0782.The modeled gravity was interpolated from observed gravity values.
 CD0782
 CD0782;                    North         East    Units  Estimated Accuracy
 CD0782;SPC TX C     - 3,180,540.      196,840.      MT  (+/- 180 meters Scaled)
 CD0782
 CD0782                          SUPERSEDED SURVEY CONTROL
 CD0782
 CD0782.No superseded survey control is available for this station.
 CD0782
 CD0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ414505(NAD 83)
 CD0782_MARKER: I = METAL ROD
 CD0782_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0782_SP_SET: STAINLESS STEEL ROD
 CD0782_STAMPING: H 1394 1981
 CD0782_MARK LOGO: NGS   
 CD0782_PROJECTION: FLUSH
 CD0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0782_ROD/PIPE-DEPTH: 3.7  meters
 CD0782
 CD0782  HISTORY     - Date     Condition        Report By
 CD0782  HISTORY     - 1981     MONUMENTED       NGS
 CD0782
 CD0782                          STATION DESCRIPTION
 CD0782
 CD0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0782'27.3 KM (16.95 MI) NW FROM SIERRA BLANCA.
 CD0782'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0782'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0782'SOUTH ALONG A GRAVELED ROAD, THENCE 20.8 KM (12.95 MI) NORTHWEST ALONG
 CD0782'INTERSTATE HIGHWAY 10, 0.8 KM (0.5 MI) NORTHEAST OF MILEPOST 90,
 CD0782'0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST 91, 33.2 METERS (109.0 FT)
 CD0782'NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CD0782'21.3 METERS (70.0 FT) WEST-NORTHWEST OF THE NORTHWEST END OF A
 CD0782'CONCRETE CULVERT AND 7.3 METERS (24.0 FT) NORTHEAST OF THE CENTER
 CD0782'OF A FIELD ROAD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CD0782'A 5-INCH LOGO CAP.
 CD0782'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 CD0782'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0860 ***********************************************************************
 CD0860  DESIGNATION -  H 1395
 CD0860  PID         -  CD0860
 CD0860  STATE/COUNTY-  TX/CULBERSON
 CD0860  USGS QUAD   -  PLATEAU (1979)
 CD0860
 CD0860                         *CURRENT SURVEY CONTROL
 CD0860  ___________________________________________________________________
 CD0860* NAD 83(1986)-  31 03 12.     (N)    104 36 32.     (W)     SCALED    
 CD0860* NAVD 88     -      1180.480  (meters)    3872.96   (feet)  ADJUSTED  
 CD0860  ___________________________________________________________________
 CD0860  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 CD0860  DYNAMIC HT  -        1178.639 (meters)    3866.92  (feet)  COMP
 CD0860  MODELED GRAV-     979,040.5   (mgal)                       NAVD 88
 CD0860
 CD0860  VERT ORDER  -  FIRST     CLASS II
 CD0860
 CD0860.The horizontal coordinates were scaled from a topographic map and have
 CD0860.an estimated accuracy of +/- 6 seconds.
 CD0860
 CD0860.The orthometric height was determined by differential leveling
 CD0860.and adjusted by the National Geodetic Survey in June 1991..
 CD0860
 CD0860.The geoid height was determined by GEOID03.
 CD0860
 CD0860.The dynamic height is computed by dividing the NAVD 88
 CD0860.geopotential number by the normal gravity value computed on the
 CD0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0860.degrees latitude (g = 980.6199 gals.).
 CD0860
 CD0860.The modeled gravity was interpolated from observed gravity values.
 CD0860
 CD0860;                    North         East    Units  Estimated Accuracy
 CD0860;SPC TX C     - 3,161,560.      292,040.      MT  (+/- 180 meters Scaled)
 CD0860
 CD0860                          SUPERSEDED SURVEY CONTROL
 CD0860
 CD0860.No superseded survey control is available for this station.
 CD0860
 CD0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ373355(NAD 83)
 CD0860_MARKER: DB = BENCH MARK DISK
 CD0860_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0860_SP_SET: BRIDGE PIER
 CD0860_STAMPING: H 1395 1981
 CD0860_MARK LOGO: NGS   
 CD0860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0860+STABILITY: POSITION/ELEVATION WELL
 CD0860
 CD0860  HISTORY     - Date     Condition        Report By
 CD0860  HISTORY     - 1981     MONUMENTED       NGS
 CD0860
 CD0860                          STATION DESCRIPTION
 CD0860
 CD0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0860'21.6 KM (13.45 MI) EAST FROM VAN HORN.
 CD0860'21.7 KM (13.45 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0860'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, SET VERTICALLY IN THE
 CD0860'EAST FACE OF THE NORTH ONE OF THREE PIERS OF THE WEST BOUND LANES
 CD0860'OF THE HIGHWAY OVERPASS (EXIT 153 MICHIGAN FLAT), AND 7.3 METERS
 CD0860'(24.0 FT) WEST OF THE CENTER OF A PAVED ROAD LEADING SOUTH.
 CD0860'THE MARK IS 1.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0888 ***********************************************************************
 CD0888  DESIGNATION -  H 1396
 CD0888  PID         -  CD0888
 CD0888  STATE/COUNTY-  TX/CULBERSON
 CD0888  USGS QUAD   -  KENT (1970)
 CD0888
 CD0888                         *CURRENT SURVEY CONTROL
 CD0888  ___________________________________________________________________
 CD0888* NAD 83(1986)-  31 04 00.     (N)    104 13 03.     (W)     SCALED    
 CD0888* NAVD 88     -      1288.585  (meters)    4227.63   (feet)  ADJUSTED  
 CD0888  ___________________________________________________________________
 CD0888  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 CD0888  DYNAMIC HT  -        1286.581 (meters)    4221.06  (feet)  COMP
 CD0888  MODELED GRAV-     979,039.7   (mgal)                       NAVD 88
 CD0888
 CD0888  VERT ORDER  -  FIRST     CLASS II
 CD0888
 CD0888.The horizontal coordinates were scaled from a topographic map and have
 CD0888.an estimated accuracy of +/- 6 seconds.
 CD0888
 CD0888.The orthometric height was determined by differential leveling
 CD0888.and adjusted by the National Geodetic Survey in June 1991..
 CD0888
 CD0888.The geoid height was determined by GEOID03.
 CD0888
 CD0888.The dynamic height is computed by dividing the NAVD 88
 CD0888.geopotential number by the normal gravity value computed on the
 CD0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0888.degrees latitude (g = 980.6199 gals.).
 CD0888
 CD0888.The modeled gravity was interpolated from observed gravity values.
 CD0888
 CD0888;                    North         East    Units  Estimated Accuracy
 CD0888;SPC TX C     - 3,161,670.      329,420.      MT  (+/- 180 meters Scaled)
 CD0888
 CD0888                          SUPERSEDED SURVEY CONTROL
 CD0888
 CD0888.No superseded survey control is available for this station.
 CD0888
 CD0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ746372(NAD 83)
 CD0888_MARKER: DB = BENCH MARK DISK
 CD0888_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0888_SP_SET: OVERPASS PIER
 CD0888_STAMPING: H 1396 1981
 CD0888_MARK LOGO: NGS   
 CD0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0888+STABILITY: POSITION/ELEVATION WELL
 CD0888
 CD0888  HISTORY     - Date     Condition        Report By
 CD0888  HISTORY     - 1981     MONUMENTED       NGS
 CD0888
 CD0888                          STATION DESCRIPTION
 CD0888
 CD0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0888'IN KENT.
 CD0888'IN KENT, AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND FARM ROAD 2424
 CD0888'AND STATE HIGHWAY 118, SET VERTICALLY IN THE WEST FACE OF THE MOST
 CD0888'NORTHERLY ONE OF THREE PIERS OF THE WEST BOUND LANES OF THE
 CD0888'INTERSTATE HIGHWAY, AND 6.5 METERS (21.3 FT) EAST OF THE CENTERLINE
 CD0888'OF STATE HIGHWAY 118.
 CD0888'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0581 ***********************************************************************
 CC0581  DESIGNATION -  H 1397
 CC0581  PID         -  CC0581
 CC0581  STATE/COUNTY-  TX/REEVES
 CC0581  USGS QUAD   -  GOZAR (1970)
 CC0581
 CC0581                         *CURRENT SURVEY CONTROL
 CC0581  ___________________________________________________________________
 CC0581* NAD 83(1986)-  31 09 13.     (N)    103 59 08.     (W)     SCALED    
 CC0581* NAVD 88     -      1083.194  (meters)    3553.78   (feet)  ADJUSTED  
 CC0581  ___________________________________________________________________
 CC0581  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CC0581  DYNAMIC HT  -        1081.569 (meters)    3548.45  (feet)  COMP
 CC0581  MODELED GRAV-     979,102.7   (mgal)                       NAVD 88
 CC0581
 CC0581  VERT ORDER  -  FIRST     CLASS II
 CC0581
 CC0581.The horizontal coordinates were scaled from a topographic map and have
 CC0581.an estimated accuracy of +/- 6 seconds.
 CC0581
 CC0581.The orthometric height was determined by differential leveling
 CC0581.and adjusted by the National Geodetic Survey in June 1991..
 CC0581
 CC0581.The geoid height was determined by GEOID03.
 CC0581
 CC0581.The dynamic height is computed by dividing the NAVD 88
 CC0581.geopotential number by the normal gravity value computed on the
 CC0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0581.degrees latitude (g = 980.6199 gals.).
 CC0581
 CC0581.The modeled gravity was interpolated from observed gravity values.
 CC0581
 CC0581;                    North         East    Units  Estimated Accuracy
 CC0581;SPC TX C     - 3,170,550.      351,860.      MT  (+/- 180 meters Scaled)
 CC0581
 CC0581                          SUPERSEDED SURVEY CONTROL
 CC0581
 CC0581.No superseded survey control is available for this station.
 CC0581
 CC0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ966470(NAD 83)
 CC0581_MARKER: I = METAL ROD
 CC0581_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0581+WITH SETTING: INFORMATION.
 CC0581_SP_SET: SHALLOW SET METAL ROD
 CC0581_STAMPING: H 1397 1981
 CC0581_MARK LOGO: NGS   
 CC0581_PROJECTION: FLUSH
 CC0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0581_ROD/PIPE-DEPTH: 1.5  meters
 CC0581
 CC0581  HISTORY     - Date     Condition        Report By
 CC0581  HISTORY     - 1981     MONUMENTED       NGS
 CC0581
 CC0581                          STATION DESCRIPTION
 CC0581
 CC0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0581'26.1 KM (16.2 MI) SW FROM TOYAH.
 CC0581'26.1 KM (16.2 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0581'JUNCTION WITH FARM ROAD 2903 IN TOYAH, OR, 16.1 KM (10.0 MI) EASTERLY
 CC0581'ALONG INTERSTATE HIGHWAY 10 FROM ITS JUNCTION WITH FARM ROAD 2424 AND
 CC0581'STATE HIGHWAY 118 IN KENT, THENCE 10.3 KM (6.4 MI) NORTHEAST ALONG
 CC0581'INTERSTATE HIGHWAY 20, 0.8 KM (0.5 MI) SOUTHWEST OF MILE POST 7,
 CC0581'0.8 KM (0.5 MI) NORTHEAST OF MILE POST 6, 34.7 METERS (114.0 FT)
 CC0581'NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CC0581'AND 5.5 METERS (18.0 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD.
 CC0581'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0581'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 CC0581'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0346 ***********************************************************************
 BQ0346  DESIGNATION -  H 1398
 BQ0346  PID         -  BQ0346
 BQ0346  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0346  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0346
 BQ0346                         *CURRENT SURVEY CONTROL
 BQ0346  ___________________________________________________________________
 BQ0346* NAD 83(1986)-  30 38 43.     (N)    104 34 17.     (W)     SCALED    
 BQ0346* NAVD 88     -      1303.671  (meters)    4277.13   (feet)  ADJUSTED  
 BQ0346  ___________________________________________________________________
 BQ0346  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 BQ0346  DYNAMIC HT  -        1301.547 (meters)    4270.16  (feet)  COMP
 BQ0346  MODELED GRAV-     978,967.3   (mgal)                       NAVD 88
 BQ0346
 BQ0346  VERT ORDER  -  FIRST     CLASS II
 BQ0346
 BQ0346.The horizontal coordinates were scaled from a topographic map and have
 BQ0346.an estimated accuracy of +/- 6 seconds.
 BQ0346
 BQ0346.The orthometric height was determined by differential leveling
 BQ0346.and adjusted by the National Geodetic Survey in June 1991..
 BQ0346
 BQ0346.The geoid height was determined by GEOID03.
 BQ0346
 BQ0346.The dynamic height is computed by dividing the NAVD 88
 BQ0346.geopotential number by the normal gravity value computed on the
 BQ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0346.degrees latitude (g = 980.6199 gals.).
 BQ0346
 BQ0346.The modeled gravity was interpolated from observed gravity values.
 BQ0346
 BQ0346;                    North         East    Units  Estimated Accuracy
 BQ0346;SPC TX C     - 3,116,220.      293,900.      MT  (+/- 180 meters Scaled)
 BQ0346
 BQ0346                          SUPERSEDED SURVEY CONTROL
 BQ0346
 BQ0346.No superseded survey control is available for this station.
 BQ0346
 BQ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP410903(NAD 83)
 BQ0346_MARKER: I = METAL ROD
 BQ0346_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0346+WITH SETTING: INFORMATION.
 BQ0346_SP_SET: SHALLOW SET METAL ROD
 BQ0346_STAMPING: H 1398 1981
 BQ0346_MARK LOGO: NGS   
 BQ0346_PROJECTION: FLUSH
 BQ0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0346_ROD/PIPE-DEPTH: 2.7  meters
 BQ0346
 BQ0346  HISTORY     - Date     Condition        Report By
 BQ0346  HISTORY     - 1981     MONUMENTED       NGS
 BQ0346  HISTORY     - 19961009 GOOD             USPSQD
 BQ0346
 BQ0346                          STATION DESCRIPTION
 BQ0346
 BQ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0346'8.9 KM (5.55 MI) NW FROM VALENTINE.
 BQ0346'8.9 KM (5.55 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0346'IN VALENTINE, 55.8 METERS (183.0 FT) SOUTHWEST AND ACROSS THE HIGHWAY
 BQ0346'FROM RAILROAD MILE POST 674, 18.0 METERS (59.0 FT) SOUTHWEST OF THE
 BQ0346'CENTERLINE OF THE HIGHWAY, AND 1.9 METERS (6.1 FT) SOUTHEAST OF A
 BQ0346'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BQ0346'CAP.
 BQ0346'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0346'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0346
 BQ0346                          STATION RECOVERY (1996)
 BQ0346
 BQ0346'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0373 ***********************************************************************
 BQ0373  DESIGNATION -  H 1399
 BQ0373  PID         -  BQ0373
 BQ0373  STATE/COUNTY-  TX/PRESIDIO
 BQ0373  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0373
 BQ0373                         *CURRENT SURVEY CONTROL
 BQ0373  ___________________________________________________________________
 BQ0373* NAD 83(1986)-  30 14 42.     (N)    104 03 08.     (W)     SCALED    
 BQ0373* NAVD 88     -      1397.915  (meters)    4586.33   (feet)  ADJUSTED  
 BQ0373  ___________________________________________________________________
 BQ0373  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 BQ0373  DYNAMIC HT  -        1395.593 (meters)    4578.71  (feet)  COMP
 BQ0373  MODELED GRAV-     978,931.7   (mgal)                       NAVD 88
 BQ0373
 BQ0373  VERT ORDER  -  FIRST     CLASS II
 BQ0373
 BQ0373.The horizontal coordinates were scaled from a topographic map and have
 BQ0373.an estimated accuracy of +/- 6 seconds.
 BQ0373
 BQ0373.The orthometric height was determined by differential leveling
 BQ0373.and adjusted by the National Geodetic Survey in June 1991..
 BQ0373
 BQ0373.The geoid height was determined by GEOID03.
 BQ0373
 BQ0373.The dynamic height is computed by dividing the NAVD 88
 BQ0373.geopotential number by the normal gravity value computed on the
 BQ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0373.degrees latitude (g = 980.6199 gals.).
 BQ0373
 BQ0373.The modeled gravity was interpolated from observed gravity values.
 BQ0373
 BQ0373;                    North         East    Units  Estimated Accuracy
 BQ0373;SPC TXSC     - 4,277,790.      113,890.      MT  (+/- 180 meters Scaled)
 BQ0373
 BQ0373                          SUPERSEDED SURVEY CONTROL
 BQ0373
 BQ0373.No superseded survey control is available for this station.
 BQ0373
 BQ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP911463(NAD 83)
 BQ0373_MARKER: I = METAL ROD
 BQ0373_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0373+WITH SETTING: INFORMATION.
 BQ0373_SP_SET: SHALLOW SET METAL ROD
 BQ0373_STAMPING: H 1399 1981
 BQ0373_MARK LOGO: NGS   
 BQ0373_PROJECTION: FLUSH
 BQ0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0373_ROD/PIPE-DEPTH: 3.0  meters
 BQ0373
 BQ0373  HISTORY     - Date     Condition        Report By
 BQ0373  HISTORY     - 1981     MONUMENTED       NGS
 BQ0373  HISTORY     - 1990     GOOD             USPSQD
 BQ0373  HISTORY     - 19961010 GOOD             USPSQD
 BQ0373
 BQ0373                          STATION DESCRIPTION
 BQ0373
 BQ0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0373'7.7 KM (4.8 MI) SOUTH FROM MARFA.
 BQ0373'7.7 KM (4.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0373'WITH U.S. HIGHWAY 90 IN MARFA, 0.8 KM (0.5 MI) SOUTH OF A BORDER
 BQ0373'PATROL CHECK STATION, 14.8 METERS (48.5 FT) EAST-SOUTHEAST OF THE
 BQ0373'CENTERLINE OF THE HIGHWAY, AND 9.8 METERS (32.0 FT) SOUTHEAST OF A
 BQ0373'POST AND SIGN (INSPECTION STATION 1/2 MILE).  NOTE=ACCESS TO THE
 BQ0373'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS
 BQ0373'REACHED AT 10.0 FT.
 BQ0373'THE MARK IS 0.4 METERS  WNW FROM  A WITNESS POST AND FENCE
 BQ0373'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0373
 BQ0373                          STATION RECOVERY (1990)
 BQ0373
 BQ0373'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0373'RECOVERED IN GOOD CONDITION.
 BQ0373
 BQ0373                          STATION RECOVERY (1996)
 BQ0373
 BQ0373'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0056 ***********************************************************************
 AB0056  DESIGNATION -  H 14
 AB0056  PID         -  AB0056
 AB0056  STATE/COUNTY-  TX/CAMERON
 AB0056  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0056
 AB0056                         *CURRENT SURVEY CONTROL
 AB0056  ___________________________________________________________________
 AB0056* NAD 83(1986)-  25 55 02.     (N)    097 22 39.     (W)     SCALED    
 AB0056* NAVD 88     -         3.753  (meters)      12.31   (feet)  ADJUSTED  
 AB0056  ___________________________________________________________________
 AB0056  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 AB0056  DYNAMIC HT  -           3.747 (meters)      12.29  (feet)  COMP
 AB0056  MODELED GRAV-     979,041.3   (mgal)                       NAVD 88
 AB0056
 AB0056  VERT ORDER  -  SECOND    CLASS 0
 AB0056
 AB0056.The horizontal coordinates were scaled from a topographic map and have
 AB0056.an estimated accuracy of +/- 6 seconds.
 AB0056
 AB0056.The orthometric height was determined by differential leveling
 AB0056.and adjusted by the National Geodetic Survey in June 1991..
 AB0056
 AB0056.The geoid height was determined by GEOID03.
 AB0056
 AB0056.The dynamic height is computed by dividing the NAVD 88
 AB0056.geopotential number by the normal gravity value computed on the
 AB0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0056.degrees latitude (g = 980.6199 gals.).
 AB0056
 AB0056.The modeled gravity was interpolated from observed gravity values.
 AB0056
 AB0056;                    North         East    Units  Estimated Accuracy
 AB0056;SPC TX S     - 5,028,260.      412,470.      MT  (+/- 180 meters Scaled)
 AB0056
 AB0056                          SUPERSEDED SURVEY CONTROL
 AB0056
 AB0056  NGVD 29 (??/??/92)    3.849  (m)           12.63   (f) ADJ UNCH    2 0
 AB0056
 AB0056.Superseded values are not recommended for survey control.
 AB0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0056.See file dsdata.txt to determine how the superseded data were derived.
 AB0056
 AB0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP625675(NAD 83)
 AB0056_MARKER: DD = SURVEY DISK
 AB0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0056_SP_SET: MONUMENT
 AB0056_STAMPING: NO 14 H 1929
 AB0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0056
 AB0056  HISTORY     - Date     Condition        Report By
 AB0056  HISTORY     - 1929     MONUMENTED       USGS
 AB0056  HISTORY     - 1950     GOOD             NGS
 AB0056  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0056
 AB0056                          STATION DESCRIPTION
 AB0056
 AB0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0056'4.3 MI E FROM BROWNSVILLE.
 AB0056'FROM THE INTERSECTION OF TEXAS HIGHWAYS 4 AND 48 (BOCA CHICA ROAD AND
 AB0056'PORT BROWNSVILLE ROAD) IN BROWNSVILLE, GO E. ON HIGHWAY 4 FOR 4.3
 AB0056'MILES TO A BRIDGE ACROSS A DRAINAGE DITCH.  STATION IS 88 FT. E. OF
 AB0056'THE E. END OF THE BRIDGE, 20 FT. N. OF N. END OF A CATTLE GUARD, 31
 AB0056'FT. N. OF THE CENTERLINE OF TEXAS HIGHWAY 4, AND 3 FT. S. OF A 4X4
 AB0056'INCH WOOD WITNESS POST.  A USGS DISK, STAMPED NO 14 H 1929 SET IN A
 AB0056'6X6 INCH CONCRETE MONUMENT PROJECTING 2 FT.
 AB0056
 AB0056                          STATION RECOVERY (1990)
 AB0056
 AB0056'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0122 ***********************************************************************
 EN0122  DESIGNATION -  H 140
 EN0122  PID         -  EN0122
 EN0122  STATE/COUNTY-  TX/HALL
 EN0122  USGS QUAD   -  BLUE TANK CANYON (1981)
 EN0122
 EN0122                         *CURRENT SURVEY CONTROL
 EN0122  ___________________________________________________________________
 EN0122* NAD 83(1986)-  34 28 58.     (N)    100 44 59.     (W)     SCALED    
 EN0122* NAVD 88     -       672.752  (meters)    2207.19   (feet)  ADJUSTED  
 EN0122  ___________________________________________________________________
 EN0122  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EN0122  DYNAMIC HT  -         671.970 (meters)    2204.62  (feet)  COMP
 EN0122  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 EN0122
 EN0122  VERT ORDER  -  FIRST     CLASS II
 EN0122
 EN0122.The horizontal coordinates were scaled from a topographic map and have
 EN0122.an estimated accuracy of +/- 6 seconds.
 EN0122
 EN0122.The orthometric height was determined by differential leveling
 EN0122.and adjusted by the National Geodetic Survey in June 1991..
 EN0122
 EN0122.The geoid height was determined by GEOID03.
 EN0122
 EN0122.The dynamic height is computed by dividing the NAVD 88
 EN0122.geopotential number by the normal gravity value computed on the
 EN0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0122.degrees latitude (g = 980.6199 gals.).
 EN0122
 EN0122.The modeled gravity was interpolated from observed gravity values.
 EN0122
 EN0122;                    North         East    Units  Estimated Accuracy
 EN0122;SPC TX N     - 1,053,820.      268,920.      MT  (+/- 180 meters Scaled)
 EN0122
 EN0122                          SUPERSEDED SURVEY CONTROL
 EN0122
 EN0122  NGVD 29 (??/??/92)  672.454  (m)         2206.21   (f) ADJ UNCH    1 2
 EN0122
 EN0122.Superseded values are not recommended for survey control.
 EN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0122.See file dsdata.txt to determine how the superseded data were derived.
 EN0122
 EN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD393170(NAD 83)
 EN0122_MARKER: DB = BENCH MARK DISK
 EN0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0122_STAMPING: H 140 1933
 EN0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0122+STABILITY: SURFACE MOTION
 EN0122
 EN0122  HISTORY     - Date     Condition        Report By
 EN0122  HISTORY     - 1933     MONUMENTED       CGS
 EN0122  HISTORY     - 1934     GOOD             NGS
 EN0122
 EN0122                          STATION DESCRIPTION
 EN0122
 EN0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0122'12.1 MI NE FROM TURKEY.
 EN0122'12.1 MILES NORTHEAST ALONG FORT WORTH AND DENVER CITY RAILWAY FROM THE
 EN0122'STATON AT TURKEY, HALL COUNTY, ABOUT 2.0 MILES NORTHEAST OF THE
 EN0122'SIGNBOARD AT TAMPICO, ABOUT 20 RAILS SOUTH OF SIGN P 256.78, AT
 EN0122'STATION 1048 + 70 (MILEAGE 256.97), 71 FEET WEST OF THE TRACK, AND 31
 EN0122'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 EN0122'2206.209 H 140 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EN0122'ABOUT 2 INCHES ABOVE GROUND.
 EN0122
 EN0122                          STATION RECOVERY (1934)
 EN0122
 EN0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0227 ***********************************************************************
 BB0227  DESIGNATION -  H 1400
 BB0227  PID         -  BB0227
 BB0227  STATE/COUNTY-  TX/PRESIDIO
 BB0227  USGS QUAD   -  CIENEGUITA (1983)
 BB0227
 BB0227                         *CURRENT SURVEY CONTROL
 BB0227  ___________________________________________________________________
 BB0227* NAD 83(1986)-  29 53 37.     (N)    104 16 25.     (W)     SCALED    
 BB0227* NAVD 88     -      1335.842  (meters)    4382.68   (feet)  ADJUSTED  
 BB0227  ___________________________________________________________________
 BB0227  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 BB0227  DYNAMIC HT  -        1333.588 (meters)    4375.28  (feet)  COMP
 BB0227  MODELED GRAV-     978,908.7   (mgal)                       NAVD 88
 BB0227
 BB0227  VERT ORDER  -  FIRST     CLASS II
 BB0227
 BB0227.The horizontal coordinates were scaled from a topographic map and have
 BB0227.an estimated accuracy of +/- 6 seconds.
 BB0227
 BB0227.The orthometric height was determined by differential leveling
 BB0227.and adjusted by the National Geodetic Survey in June 1991..
 BB0227
 BB0227.The geoid height was determined by GEOID03.
 BB0227
 BB0227.The dynamic height is computed by dividing the NAVD 88
 BB0227.geopotential number by the normal gravity value computed on the
 BB0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0227.degrees latitude (g = 980.6199 gals.).
 BB0227
 BB0227.The modeled gravity was interpolated from observed gravity values.
 BB0227
 BB0227;                    North         East    Units  Estimated Accuracy
 BB0227;SPC TXSC     - 4,239,820.       90,850.      MT  (+/- 180 meters Scaled)
 BB0227
 BB0227                          SUPERSEDED SURVEY CONTROL
 BB0227
 BB0227.No superseded survey control is available for this station.
 BB0227
 BB0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP701072(NAD 83)
 BB0227_MARKER: I = METAL ROD
 BB0227_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BB0227_SP_SET: STAINLESS STEEL ROD
 BB0227_STAMPING: H 1400 1981
 BB0227_MARK LOGO: NGS   
 BB0227_PROJECTION: FLUSH
 BB0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0227_ROD/PIPE-DEPTH: 6.1  meters
 BB0227
 BB0227  HISTORY     - Date     Condition        Report By
 BB0227  HISTORY     - 1981     MONUMENTED       NGS
 BB0227  HISTORY     - 19961010 GOOD             USPSQD
 BB0227
 BB0227                          STATION DESCRIPTION
 BB0227
 BB0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0227'9.7 KM (6.05 MI) NE FROM SHAFTER.
 BB0227'9.7 KM (6.05 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0227'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, AT A FIELD ROAD
 BB0227'CROSSING, 15.2 METERS (49.8 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 BB0227'THE HIGHWAY, AND 7.7 METERS (25.1 FT) SOUTH OF THE CENTER OF THE ROAD
 BB0227'AND A PIPE GATE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BB0227'LOGO CAP.
 BB0227'THE MARK IS 0.4 METERS  WNW FROM  A FENCE AND WITNESS POST
 BB0227'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BB0227
 BB0227                          STATION RECOVERY (1996)
 BB0227
 BB0227'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0367 ***********************************************************************
 BQ0367  DESIGNATION -  H 1401
 BQ0367  PID         -  BQ0367
 BQ0367  STATE/COUNTY-  TX/PRESIDIO
 BQ0367  USGS QUAD   -  MARFA (1983)
 BQ0367
 BQ0367                         *CURRENT SURVEY CONTROL
 BQ0367  ___________________________________________________________________
 BQ0367* NAD 83(1986)-  30 18 33.     (N)    104 01 33.     (W)     SCALED    
 BQ0367* NAVD 88     -      1430.744  (meters)    4694.03   (feet)  ADJUSTED  
 BQ0367  ___________________________________________________________________
 BQ0367  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 BQ0367  DYNAMIC HT  -        1428.354 (meters)    4686.19  (feet)  COMP
 BQ0367  MODELED GRAV-     978,921.1   (mgal)                       NAVD 88
 BQ0367
 BQ0367  VERT ORDER  -  FIRST     CLASS II
 BQ0367
 BQ0367.The horizontal coordinates were scaled from a topographic map and have
 BQ0367.an estimated accuracy of +/- 6 seconds.
 BQ0367
 BQ0367.The orthometric height was determined by differential leveling
 BQ0367.and adjusted by the National Geodetic Survey in June 1991..
 BQ0367
 BQ0367.The geoid height was determined by GEOID03.
 BQ0367
 BQ0367.The dynamic height is computed by dividing the NAVD 88
 BQ0367.geopotential number by the normal gravity value computed on the
 BQ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0367.degrees latitude (g = 980.6199 gals.).
 BQ0367
 BQ0367.The modeled gravity was interpolated from observed gravity values.
 BQ0367
 BQ0367;                    North         East    Units  Estimated Accuracy
 BQ0367;SPC TXSC     - 4,284,790.      116,730.      MT  (+/- 180 meters Scaled)
 BQ0367
 BQ0367                          SUPERSEDED SURVEY CONTROL
 BQ0367
 BQ0367.No superseded survey control is available for this station.
 BQ0367
 BQ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP936534(NAD 83)
 BQ0367_MARKER: I = METAL ROD
 BQ0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0367_SP_SET: STAINLESS STEEL ROD
 BQ0367_STAMPING: H 1401 1981
 BQ0367_MARK LOGO: NGS   
 BQ0367_PROJECTION: FLUSH
 BQ0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0367+STABILITY: POSITION/ELEVATION WELL
 BQ0367_ROD/PIPE-DEPTH: 5.2  meters
 BQ0367
 BQ0367  HISTORY     - Date     Condition        Report By
 BQ0367  HISTORY     - 1981     MONUMENTED       NGS
 BQ0367  HISTORY     - 1989     GOOD             USPSQD
 BQ0367  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0367
 BQ0367                          STATION DESCRIPTION
 BQ0367
 BQ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0367'0.6 KM (0.35 MI) EAST FROM MARFA.
 BQ0367'0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 BQ0367'WITH U.S. HIGHWAYS 67 AND 90 IN MARFA, THENCE 0.5 KM (0.3 MI) WESTERLY
 BQ0367'ALONG WEST EL PASO STREET, 16.8 METERS (55.1 FT) NORTH OF THE CENTER
 BQ0367'OF THE STREET, 1.8 METERS (5.9 FT) NORTH-NORTHWEST OF THE SOUTHWEST
 BQ0367'CORNER OF A CHAINLINK FENCE AROUND A STORAGE YARD, 1.6 METERS (5.2 FT)
 BQ0367'NORTH OF A UTILITY POLE AND 0.3 METER (1.0 FT) WEST-SOUTHWEST OF A
 BQ0367'CHAINLINK FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BQ0367'LOGO CAP.
 BQ0367'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 BQ0367'THE MARK IS ABOVE LEVEL WITH THE STREET.
 BQ0367
 BQ0367                          STATION RECOVERY (1989)
 BQ0367
 BQ0367'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0367'RECOVERED IN GOOD CONDITION.
 BQ0367
 BQ0367                          STATION RECOVERY (1996)
 BQ0367
 BQ0367'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0715 ***********************************************************************
 BP0715  DESIGNATION -  H 1402
 BP0715  PID         -  BP0715
 BP0715  STATE/COUNTY-  TX/BREWSTER
 BP0715  USGS QUAD   -  ALTUDA (1983)
 BP0715
 BP0715                         *CURRENT SURVEY CONTROL
 BP0715  ___________________________________________________________________
 BP0715* NAD 83(1986)-  30 18 39.     (N)    103 27 39.     (W)     SCALED    
 BP0715* NAVD 88     -      1411.312  (meters)    4630.28   (feet)  ADJUSTED  
 BP0715  ___________________________________________________________________
 BP0715  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 BP0715  DYNAMIC HT  -        1408.982 (meters)    4622.64  (feet)  COMP
 BP0715  MODELED GRAV-     978,941.1   (mgal)                       NAVD 88
 BP0715
 BP0715  VERT ORDER  -  FIRST     CLASS II
 BP0715
 BP0715.The horizontal coordinates were scaled from a topographic map and have
 BP0715.an estimated accuracy of +/- 6 seconds.
 BP0715
 BP0715.The orthometric height was determined by differential leveling
 BP0715.and adjusted by the National Geodetic Survey in June 1991..
 BP0715
 BP0715.The geoid height was determined by GEOID03.
 BP0715
 BP0715.The dynamic height is computed by dividing the NAVD 88
 BP0715.geopotential number by the normal gravity value computed on the
 BP0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0715.degrees latitude (g = 980.6199 gals.).
 BP0715
 BP0715.The modeled gravity was interpolated from observed gravity values.
 BP0715
 BP0715;                    North         East    Units  Estimated Accuracy
 BP0715;SPC TXSC     - 4,282,770.      171,040.      MT  (+/- 180 meters Scaled)
 BP0715
 BP0715                          SUPERSEDED SURVEY CONTROL
 BP0715
 BP0715.No superseded survey control is available for this station.
 BP0715
 BP0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP479542(NAD 83)
 BP0715_MARKER: DB = BENCH MARK DISK
 BP0715_SETTING: 66 = SET IN ROCK OUTCROP
 BP0715_SP_SET: ROCK OUTCROP
 BP0715_STAMPING: H 1402 1981
 BP0715_MARK LOGO: NGS   
 BP0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0715+STABILITY: POSITION/ELEVATION WELL
 BP0715
 BP0715  HISTORY     - Date     Condition        Report By
 BP0715  HISTORY     - 1981     MONUMENTED       NGS
 BP0715
 BP0715                          STATION DESCRIPTION
 BP0715
 BP0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0715'24.6 KM (15.25 MI) EAST FROM ALPINE.
 BP0715'5.1 KM (3.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0715'THE RAILROAD STATION IN ALPINE, THENCE 19.5 KM (12.1 MI) EASTERLY
 BP0715'ALONG U.S. HIGHWAY 90, OR 25.6 KM (15.9 MI) WESTERLY ALONG U.S.
 BP0715'HIGHWAY 90 FROM THE POST OFFICE IN MARATHON, IN THE NORTHWEST END OF A
 BP0715'20 BY 60 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.1 KM (0.05 MI)
 BP0715'SOUTHEAST OF RAILROAD MILEPOST 592, 17.4 METERS (57.1 FT)
 BP0715'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 6.9 METERS (22.6
 BP0715'FT) WEST-SOUTHWEST OF A FENCE.
 BP0715'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 BP0715'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0739 ***********************************************************************
 BP0739  DESIGNATION -  H 1403
 BP0739  PID         -  BP0739
 BP0739  STATE/COUNTY-  TX/BREWSTER
 BP0739  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0739
 BP0739                         *CURRENT SURVEY CONTROL
 BP0739  ___________________________________________________________________
 BP0739* NAD 83(1986)-  30 12 48.     (N)    103 02 57.     (W)     SCALED    
 BP0739* NAVD 88     -      1264.345  (meters)    4148.11   (feet)  ADJUSTED  
 BP0739  ___________________________________________________________________
 BP0739  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BP0739  DYNAMIC HT  -        1262.286 (meters)    4141.35  (feet)  COMP
 BP0739  MODELED GRAV-     978,969.7   (mgal)                       NAVD 88
 BP0739
 BP0739  VERT ORDER  -  FIRST     CLASS II
 BP0739
 BP0739.The horizontal coordinates were scaled from a topographic map and have
 BP0739.an estimated accuracy of +/- 6 seconds.
 BP0739
 BP0739.The orthometric height was determined by differential leveling
 BP0739.and adjusted by the National Geodetic Survey in June 1991..
 BP0739
 BP0739.The geoid height was determined by GEOID03.
 BP0739
 BP0739.The dynamic height is computed by dividing the NAVD 88
 BP0739.geopotential number by the normal gravity value computed on the
 BP0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0739.degrees latitude (g = 980.6199 gals.).
 BP0739
 BP0739.The modeled gravity was interpolated from observed gravity values.
 BP0739
 BP0739;                    North         East    Units  Estimated Accuracy
 BP0739;SPC TXSC     - 4,270,530.      210,240.      MT  (+/- 180 meters Scaled)
 BP0739
 BP0739                          SUPERSEDED SURVEY CONTROL
 BP0739
 BP0739.No superseded survey control is available for this station.
 BP0739
 BP0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP877440(NAD 83)
 BP0739_MARKER: I = METAL ROD
 BP0739_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0739_SP_SET: STAINLESS STEEL ROD
 BP0739_STAMPING: H 1403 1981
 BP0739_MARK LOGO: NGS   
 BP0739_PROJECTION: FLUSH
 BP0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0739_ROD/PIPE-DEPTH: 3.0  meters
 BP0739
 BP0739  HISTORY     - Date     Condition        Report By
 BP0739  HISTORY     - 1981     MONUMENTED       NGS
 BP0739  HISTORY     - 20010331 GOOD             NGS
 BP0739
 BP0739                          STATION DESCRIPTION
 BP0739
 BP0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0739'19.2 KM (11.9 MI) EAST FROM MARATHON.
 BP0739'19.2 KM (11.9 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0739'IN MARATHON, 22.9 METERS (75.1 FT) NORTHEAST OF THE NORTHEAST CORNER
 BP0739'OF A DOUBLE CONCRETE PIPE CULVERT AND 22.9 METERS (75.0 FT) NORTH OF
 BP0739'THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 BP0739'THROUGH A 5-INCH LOGO CAP.
 BP0739'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 BP0739'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 BP0739
 BP0739                          STATION RECOVERY (2001)
 BP0739
 BP0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0739'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1087 ***********************************************************************
 AJ1087  DESIGNATION -  H 1404
 AJ1087  PID         -  AJ1087
 AJ1087  STATE/COUNTY-  TX/WEBB
 AJ1087  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ1087
 AJ1087                         *CURRENT SURVEY CONTROL
 AJ1087  ___________________________________________________________________
 AJ1087* NAD 83(1986)-  27 23 51.     (N)    099 28 42.     (W)     SCALED    
 AJ1087* NAVD 88     -       122.989  (meters)     403.51   (feet)  ADJUSTED  
 AJ1087  ___________________________________________________________________
 AJ1087  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AJ1087  DYNAMIC HT  -         122.794 (meters)     402.87  (feet)  COMP
 AJ1087  MODELED GRAV-     979,058.8   (mgal)                       NAVD 88
 AJ1087
 AJ1087  VERT ORDER  -  FIRST     CLASS II
 AJ1087
 AJ1087.The horizontal coordinates were scaled from a topographic map and have
 AJ1087.an estimated accuracy of +/- 6 seconds.
 AJ1087
 AJ1087.The orthometric height was determined by differential leveling
 AJ1087.and adjusted by the National Geodetic Survey in June 1991..
 AJ1087
 AJ1087.The geoid height was determined by GEOID03.
 AJ1087
 AJ1087.The dynamic height is computed by dividing the NAVD 88
 AJ1087.geopotential number by the normal gravity value computed on the
 AJ1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1087.degrees latitude (g = 980.6199 gals.).
 AJ1087
 AJ1087.The modeled gravity was interpolated from observed gravity values.
 AJ1087
 AJ1087;                    North         East    Units  Estimated Accuracy
 AJ1087;SPC TX S     - 5,192,140.      203,250.      MT  (+/- 180 meters Scaled)
 AJ1087
 AJ1087                          SUPERSEDED SURVEY CONTROL
 AJ1087
 AJ1087.No superseded survey control is available for this station.
 AJ1087
 AJ1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR527305(NAD 83)
 AJ1087_MARKER: DB = BENCH MARK DISK
 AJ1087_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ1087_SP_SET: HEADWALL
 AJ1087_STAMPING: H 1404 1981
 AJ1087_MARK LOGO: NGS   
 AJ1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1087+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 AJ1087
 AJ1087  HISTORY     - Date     Condition        Report By
 AJ1087  HISTORY     - 1981     MONUMENTED       NGS
 AJ1087  HISTORY     - 20020502 GOOD             USPSQD
 AJ1087
 AJ1087                          STATION DESCRIPTION
 AJ1087
 AJ1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1087'12.5 KM (7.5 MI) SOUTH FROM LAREDO.
 AJ1087'12.5 KM (7.75 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 AJ1087'TEXAS MEXICAN RAILROAD OVERPASS BRIDGE, IN LAREDO, 0.32 KM (0.2 MI)
 AJ1087'SOUTH OF MANGANA-HEIN ROAD LEADING EAST, SET IN TOP OF THE NORTH END
 AJ1087'OF THE WEST CONCRETE HEADWALL OF A LARGE TWO CHANNEL BOX CULVERT UNDER
 AJ1087'THE HIGHWAY, 11.9 METERS (39.0 FT) WEST OF CENTERLINE OF HIGHWAY.
 AJ1087'THE MARK IS 0.61 M BELOW HIGHWAY.
 AJ1087
 AJ1087                          STATION RECOVERY (2002)
 AJ1087
 AJ1087'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1078 ***********************************************************************
 AJ1078  DESIGNATION -  H 1405
 AJ1078  PID         -  AJ1078
 AJ1078  STATE/COUNTY-  TX/ZAPATA
 AJ1078  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ1078
 AJ1078                         *CURRENT SURVEY CONTROL
 AJ1078  ___________________________________________________________________
 AJ1078* NAD 83(1986)-  27 15 55.     (N)    099 25 18.     (W)     SCALED    
 AJ1078* NAVD 88     -       136.927  (meters)     449.23   (feet)  ADJUSTED  
 AJ1078  ___________________________________________________________________
 AJ1078  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AJ1078  DYNAMIC HT  -         136.708 (meters)     448.52  (feet)  COMP
 AJ1078  MODELED GRAV-     979,046.4   (mgal)                       NAVD 88
 AJ1078
 AJ1078  VERT ORDER  -  FIRST     CLASS II
 AJ1078
 AJ1078.The horizontal coordinates were scaled from a topographic map and have
 AJ1078.an estimated accuracy of +/- 6 seconds.
 AJ1078
 AJ1078.The orthometric height was determined by differential leveling
 AJ1078.and adjusted by the National Geodetic Survey in June 1991..
 AJ1078
 AJ1078.The geoid height was determined by GEOID03.
 AJ1078
 AJ1078.The dynamic height is computed by dividing the NAVD 88
 AJ1078.geopotential number by the normal gravity value computed on the
 AJ1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1078.degrees latitude (g = 980.6199 gals.).
 AJ1078
 AJ1078.The modeled gravity was interpolated from observed gravity values.
 AJ1078
 AJ1078;                    North         East    Units  Estimated Accuracy
 AJ1078;SPC TX S     - 5,177,450.      208,750.      MT  (+/- 180 meters Scaled)
 AJ1078
 AJ1078                          SUPERSEDED SURVEY CONTROL
 AJ1078
 AJ1078.No superseded survey control is available for this station.
 AJ1078
 AJ1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR582158(NAD 83)
 AJ1078_MARKER: I = METAL ROD
 AJ1078_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1078_SP_SET: STAINLESS STEEL ROD
 AJ1078_STAMPING: H 1405 1981
 AJ1078_MARK LOGO: NGS   
 AJ1078_PROJECTION: FLUSH
 AJ1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1078_ROD/PIPE-DEPTH: 4.9  meters
 AJ1078
 AJ1078  HISTORY     - Date     Condition        Report By
 AJ1078  HISTORY     - 1981     MONUMENTED       NGS
 AJ1078
 AJ1078                          STATION DESCRIPTION
 AJ1078
 AJ1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1078'25.4 KM (15.8 MI) NORTH FROM SAN YGNACIO.
 AJ1078'25.4 KM (15.8 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1078'FARM ROAD 1369 AT SAN YGNACIO, AT A DIRT ROAD LEADING SOUTHEAST TO A
 AJ1078'GULF OIL LEASE PROPERTY, AT A CATTLE GUARD CROSSING THE HIGHWAY,
 AJ1078'15.2 METERS (50.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 AJ1078'16.5 METERS (54.0 FT) SOUTHEAST OF THE CENTER OF AN IRON GATE BARRING
 AJ1078'ACCESS, 18.0 METERS (59.0 FT) SOUTHWEST OF THE CENTER OF THE SOUTHWEST
 AJ1078'CONCRETE HEADWALL OF THE CATTLE GUARD, 7.9 (26.0 FT) SOUTH OF A ROUND
 AJ1078'WOODEN CORNER FENCE POST, AND 0.31 METERS (1.0 FT) EAST OF A FENCE
 AJ1078'LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AJ1078'THE MARK IS 0.31 METERS  SE FROM A WITNESS POST.
 AJ1078'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1121 ***********************************************************************
 AJ1121  DESIGNATION -  H 1405 X
 AJ1121  PID         -  AJ1121
 AJ1121  STATE/COUNTY-  TX/WEBB
 AJ1121  USGS QUAD   -  SPOHN RANCH (1965)
 AJ1121
 AJ1121                         *CURRENT SURVEY CONTROL
 AJ1121  ___________________________________________________________________
 AJ1121* NAD 83(1986)-  27 56 18.     (N)    099 30 17.     (W)     SCALED    
 AJ1121* NAVD 88     -       237.549  (meters)     779.36   (feet)  ADJUSTED  
 AJ1121  ___________________________________________________________________
 AJ1121  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AJ1121  DYNAMIC HT  -         237.180 (meters)     778.15  (feet)  COMP
 AJ1121  MODELED GRAV-     979,086.0   (mgal)                       NAVD 88
 AJ1121
 AJ1121  VERT ORDER  -  FIRST     CLASS II
 AJ1121
 AJ1121.The horizontal coordinates were scaled from a topographic map and have
 AJ1121.an estimated accuracy of +/- 6 seconds.
 AJ1121
 AJ1121.The orthometric height was determined by differential leveling
 AJ1121.and adjusted by the National Geodetic Survey in June 1991..
 AJ1121
 AJ1121.The geoid height was determined by GEOID03.
 AJ1121
 AJ1121.The dynamic height is computed by dividing the NAVD 88
 AJ1121.geopotential number by the normal gravity value computed on the
 AJ1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1121.degrees latitude (g = 980.6199 gals.).
 AJ1121
 AJ1121.The modeled gravity was interpolated from observed gravity values.
 AJ1121
 AJ1121;                    North         East    Units  Estimated Accuracy
 AJ1121;SPC TX S     - 5,252,090.      201,120.      MT  (+/- 180 meters Scaled)
 AJ1121
 AJ1121                          SUPERSEDED SURVEY CONTROL
 AJ1121
 AJ1121.No superseded survey control is available for this station.
 AJ1121
 AJ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR503904(NAD 83)
 AJ1121_MARKER: I = METAL ROD
 AJ1121_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1121+WITH SETTING: INFORMATION.
 AJ1121_SP_SET: SHALLOW SET METAL ROD
 AJ1121_STAMPING: H 1405 X 1982
 AJ1121_MARK LOGO: NGS   
 AJ1121_PROJECTION: FLUSH
 AJ1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1121+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AJ1121_ROD/PIPE-DEPTH: 2.1  meters
 AJ1121
 AJ1121  HISTORY     - Date     Condition        Report By
 AJ1121  HISTORY     - 1982     MONUMENTED       NGS
 AJ1121  HISTORY     - 20020326 GOOD             USPSQD
 AJ1121
 AJ1121                          STATION DESCRIPTION
 AJ1121
 AJ1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AJ1121'21.7 KM (13.45 MI) NW FROM WEBB.
 AJ1121'21.7 KM (13.45 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 AJ1121'OF INTERSTATE 35 AND OVERPASS BRIDGE AT WEBB, AT A DIRT ROAD AND
 AJ1121'CATTLE GUARD LEADING WEST, AND AT A EAST WEST FENCE LINE INTERSECTION,
 AJ1121'15.2 METERS (50.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AJ1121'7.0 METERS (23.0 FT) NORTHWEST OF CENTER OF A DIRT ROAD, 0.91 METER
 AJ1121'(33.0 FT) NORTHWEST OF A POWERLINE POLE, 0.61 METERS (2.0 FT)
 AJ1121'NORTHWEST OF A CORNER FENCE POST, 10.7 METERS (35.0 FT) NORTHEAST OF
 AJ1121'NORTHEAST CORNER OF A CATTLE GUARD, 4.6 METERS (15.0 FT) SOUTHEAST OF
 AJ1121'CENTER OF AN IRON GATE AND TRACK ROAD.  NOTE, ROD DRIVEN TO REFUSAL,
 AJ1121'DATUM POINT IS STAMPED H 1405.
 AJ1121'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AJ1121
 AJ1121                          STATION RECOVERY (2002)
 AJ1121
 AJ1121'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1179 ***********************************************************************
 AB1179  DESIGNATION -  H 1406
 AB1179  PID         -  AB1179
 AB1179  STATE/COUNTY-  TX/CAMERON
 AB1179  USGS QUAD   -  HARLINGEN (1983)
 AB1179
 AB1179                         *CURRENT SURVEY CONTROL
 AB1179  ___________________________________________________________________
 AB1179* NAD 83(1986)-  26 11 26.     (N)    097 42 02.     (W)     SCALED    
 AB1179* NAVD 88     -        11.876  (meters)      38.96   (feet)  ADJUSTED  
 AB1179  ___________________________________________________________________
 AB1179  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AB1179  DYNAMIC HT  -          11.857 (meters)      38.90  (feet)  COMP
 AB1179  MODELED GRAV-     979,033.9   (mgal)                       NAVD 88
 AB1179
 AB1179  VERT ORDER  -  FIRST     CLASS II
 AB1179
 AB1179.The horizontal coordinates were scaled from a topographic map and have
 AB1179.an estimated accuracy of +/- 6 seconds.
 AB1179
 AB1179.The orthometric height was determined by differential leveling
 AB1179.and adjusted by the National Geodetic Survey in June 1991..
 AB1179
 AB1179.The geoid height was determined by GEOID03.
 AB1179
 AB1179.The dynamic height is computed by dividing the NAVD 88
 AB1179.geopotential number by the normal gravity value computed on the
 AB1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1179.degrees latitude (g = 980.6199 gals.).
 AB1179
 AB1179.The modeled gravity was interpolated from observed gravity values.
 AB1179
 AB1179;                    North         East    Units  Estimated Accuracy
 AB1179;SPC TX S     - 5,058,300.      379,910.      MT  (+/- 180 meters Scaled)
 AB1179
 AB1179                          SUPERSEDED SURVEY CONTROL
 AB1179
 AB1179.No superseded survey control is available for this station.
 AB1179
 AB1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP298974(NAD 83)
 AB1179_MARKER: I = METAL ROD
 AB1179_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1179_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1179_STAMPING: H 1406 1981
 AB1179_MARK LOGO: NGS   
 AB1179_PROJECTION: RECESSED 3 CENTIMETERS
 AB1179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1179+STABILITY: POSITION/ELEVATION WELL
 AB1179_ROD/PIPE-DEPTH: 13.4 meters
 AB1179_SLEEVE-DEPTH  : 9.1 meters
 AB1179
 AB1179  HISTORY     - Date     Condition        Report By
 AB1179  HISTORY     - 1981     MONUMENTED       NGS
 AB1179  HISTORY     - 1981     GOOD             NGS
 AB1179  HISTORY     - 19910416 MARK NOT FOUND   USPSQD
 AB1179  HISTORY     - 19930212 GOOD             USPSQD
 AB1179  HISTORY     - 20060324 GOOD             USPSQD
 AB1179
 AB1179                          STATION DESCRIPTION
 AB1179
 AB1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1179'IN HARLINGEN.
 AB1179'0.4 KM (0.25 MI) WEST ALONG WEST HARRISON AVENUE FROM THE JUNCTION OF
 AB1179'COMMERCE STREET IN HARLINGEN, AT THE SOUTHSIDE OF THE DIAZ CITY PARK,
 AB1179'SET BY THE FLAGPOLE, 18.2 METERS (60.0 FT) NORTH OF THE NORTH CURB OF
 AB1179'WEST HARRISON AVENUE, 35.8 METERS (117.5 FT) EAST OF THE EAST CURB OF
 AB1179'SOUTH EAST STREET, 4.7 METERS (15.5 FT) NORTHEAST OF THE NORTHEAST
 AB1179'CORNER OF THE FOUNDATION OF A GRANIT MONUMENT FOR THE WORLD WAR TWO
 AB1179'VETERANS, 3.2 METERS (10.5 FT) EAST OF THE FLAGPOLE, 14.3 METERS
 AB1179'(47.0 FT) WEST SOUTHWEST OF A LIGHTPOLE IN THE PARK, AND 3.5 METERS
 AB1179'(11.5 FT) SOUTHEAST OF THE MOST SOUTHERLY ONE OF THREE PALM TREES IN A
 AB1179'CLUSTER.
 AB1179'THE MARK IS 0.3 M ABOVE HARRISON AVENUE.
 AB1179
 AB1179                          STATION RECOVERY (1981)
 AB1179
 AB1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB1179'RECOVERED IN GOOD CONDITION.
 AB1179
 AB1179                          STATION RECOVERY (1991)
 AB1179
 AB1179'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1179'MARK NOT FOUND.
 AB1179
 AB1179                          STATION RECOVERY (1993)
 AB1179
 AB1179'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1179'RECOVERED IN GOOD CONDITION.
 AB1179
 AB1179                          STATION RECOVERY (2006)
 AB1179
 AB1179'RECOVERY NOTE BY US POWER SQUADRON 2006 (KEP)
 AB1179'DIAZ CITY PARK HAS BEEN RE-NAMED LT. GEORGE GUTIERREZ JR VERTERANS
 AB1179'MEMORIAL PARK.  THE PARK IS LOCATED BETWEEN D ST AND E ST AND BETWEEN
 AB1179'HARRISON ST. AND VANBUREN ST.  THE FLAGPOLES, LIGHT POLES AND GRANITE
 AB1179'MONUMENT HAVE BEEN RE-POSITIONED.
 AB1179'POSITION DESCRIBED IN 1981 - 60 FT NORTH OF NORTH CURB OF WEST
 AB1179'HARRISON, 117.5 FT EAST OF THE EAST CURB OF SOUTH E STREET IS STILL
 AB1179'ACCURATE.
 AB1179'CHANGES ARE AS FOLLOWS - 54.3 FT NORTHWEST OF NORTHWEST CORNER OF
 AB1179'GRANITE MONUMENT.  15.0 FT SOUTHEAST FROM CENTER OF PALM TREE.  MARKER
 AB1179'IS APPROXIMATELY IN LINE WITH THE PALM TREE AND MONUMENT.  MARKER IS
 AB1179'LOCATED UNDER THE SOD IN A GRASSY AREA.
 AB1179'USING HANDHELD GARMIN GPS12, N 26 11.453 AND W 097 42.042, WITH EPE OF
 AB1179'18 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1262 ***********************************************************************
 AB1262  DESIGNATION -  H 1407
 AB1262  PID         -  AB1262
 AB1262  STATE/COUNTY-  TX/KENEDY
 AB1262  USGS QUAD   -  ARMSTRONG (1982)
 AB1262
 AB1262                         *CURRENT SURVEY CONTROL
 AB1262  ___________________________________________________________________
 AB1262* NAD 83(1986)-  26 52 45.     (N)    097 47 22.     (W)     SCALED    
 AB1262* NAVD 88     -         7.541  (meters)      24.74   (feet)  ADJUSTED  
 AB1262  ___________________________________________________________________
 AB1262  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AB1262  DYNAMIC HT  -           7.529 (meters)      24.70  (feet)  COMP
 AB1262  MODELED GRAV-     979,073.1   (mgal)                       NAVD 88
 AB1262
 AB1262  VERT ORDER  -  FIRST     CLASS II
 AB1262
 AB1262.The horizontal coordinates were scaled from a topographic map and have
 AB1262.an estimated accuracy of +/- 6 seconds.
 AB1262
 AB1262.The orthometric height was determined by differential leveling
 AB1262.and adjusted by the National Geodetic Survey in June 1991..
 AB1262
 AB1262.The geoid height was determined by GEOID03.
 AB1262
 AB1262.The dynamic height is computed by dividing the NAVD 88
 AB1262.geopotential number by the normal gravity value computed on the
 AB1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1262.degrees latitude (g = 980.6199 gals.).
 AB1262
 AB1262.The modeled gravity was interpolated from observed gravity values.
 AB1262
 AB1262;                    North         East    Units  Estimated Accuracy
 AB1262;SPC TX S     - 5,134,530.      370,590.      MT  (+/- 180 meters Scaled)
 AB1262
 AB1262                          SUPERSEDED SURVEY CONTROL
 AB1262
 AB1262.No superseded survey control is available for this station.
 AB1262
 AB1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ202736(NAD 83)
 AB1262_MARKER: I = METAL ROD
 AB1262_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1262_SP_SET: STAINLESS STEEL ROD
 AB1262_STAMPING: H 1407 1981
 AB1262_MARK LOGO: NGS   
 AB1262_PROJECTION: FLUSH
 AB1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1262_ROD/PIPE-DEPTH: 10.9 meters
 AB1262
 AB1262  HISTORY     - Date     Condition        Report By
 AB1262  HISTORY     - 1981     MONUMENTED       NGS
 AB1262  HISTORY     - 1990     GOOD             USPSQD
 AB1262
 AB1262                          STATION DESCRIPTION
 AB1262
 AB1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1262'38.8 KM (24.1 MI) SOUTH FROM SARITA.
 AB1262'38.8 KM (24.1 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF A
 AB1262'PAVED ROAD LEADING WEST TO THE SARITA POST OFFICE, AT A POINT
 AB1262'82.6 METERS (271.0 FT) SOUTH-SOUTHWEST OF THE MISSOURI PACIFIC
 AB1262'RAILROAD MILEPOST, ABOUT 91.4 METERS (300 FT) SOUTH OF THE TOP OF A
 AB1262'SMALL HILL, 14.3 METERS (47.0 FT) WEST OF THE WEST RAIL, 4.1 METERS
 AB1262'(13.5 FT) SOUTH OF THE CENTER OF A WIRE GATE, 0.6 METER (2.0 FT) SOUTH
 AB1262'OF A LARGE FENCE BRACE POST, 0.15 METERS (0.5 FT) EAST OF THE FENCE
 AB1262'LINE.
 AB1262'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AB1262'THE MARK IS 0.3 M ABOVE RAILROAD TRACKS.
 AB1262
 AB1262                          STATION RECOVERY (1990)
 AB1262
 AB1262'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AB1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1290 ***********************************************************************
 AB1290  DESIGNATION -  H 1408
 AB1290  PID         -  AB1290
 AB1290  STATE/COUNTY-  TX/WILLACY
 AB1290  USGS QUAD   -  SANTA ROSA (1982)
 AB1290
 AB1290                         *CURRENT SURVEY CONTROL
 AB1290  ___________________________________________________________________
 AB1290* NAD 83(1986)-  26 22 03.     (N)    097 47 29.     (W)     SCALED    
 AB1290* NAVD 88     -        11.355  (meters)      37.25   (feet)  ADJUSTED  
 AB1290  ___________________________________________________________________
 AB1290  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AB1290  DYNAMIC HT  -          11.337 (meters)      37.19  (feet)  COMP
 AB1290  MODELED GRAV-     979,040.8   (mgal)                       NAVD 88
 AB1290
 AB1290  VERT ORDER  -  FIRST     CLASS II
 AB1290
 AB1290.The horizontal coordinates were scaled from a topographic map and have
 AB1290.an estimated accuracy of +/- 6 seconds.
 AB1290
 AB1290.The orthometric height was determined by differential leveling
 AB1290.and adjusted by the National Geodetic Survey in June 1991..
 AB1290
 AB1290.The geoid height was determined by GEOID03.
 AB1290
 AB1290.The dynamic height is computed by dividing the NAVD 88
 AB1290.geopotential number by the normal gravity value computed on the
 AB1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1290.degrees latitude (g = 980.6199 gals.).
 AB1290
 AB1290.The modeled gravity was interpolated from observed gravity values.
 AB1290
 AB1290;                    North         East    Units  Estimated Accuracy
 AB1290;SPC TX S     - 5,077,850.      370,720.      MT  (+/- 180 meters Scaled)
 AB1290
 AB1290                          SUPERSEDED SURVEY CONTROL
 AB1290
 AB1290.No superseded survey control is available for this station.
 AB1290
 AB1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ205169(NAD 83)
 AB1290_MARKER: I = METAL ROD
 AB1290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1290_SP_SET: STAINLESS STEEL ROD
 AB1290_STAMPING: H 1408 1981
 AB1290_MARK LOGO: NGS   
 AB1290_PROJECTION: RECESSED 2 CENTIMETERS
 AB1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1290_ROD/PIPE-DEPTH: 9.7  meters
 AB1290
 AB1290  HISTORY     - Date     Condition        Report By
 AB1290  HISTORY     - 1981     MONUMENTED       NGS
 AB1290
 AB1290                          STATION DESCRIPTION
 AB1290
 AB1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1290'2.7 KM (1.7 MI) NORTH FROM SEBASTIAN.
 AB1290'2.7 KM (1.7 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE POST
 AB1290'OFFICE IN SEBASTIAN AT A BLACKTOPPED DRIVEWAY LEADING EAST TO A LARGE
 AB1290'RED BRICK HOME, 0.2 KM (0.1 MI) EAST ALONG WEST BROADWAY FROM THE
 AB1290'LYFORD POST OFFICE, THENCE 4.6 KM (2.85 MI) SOUTH ALONG BUSINESS U.S.
 AB1290'HIGHWAY 77, 21.0 METERS (69.6 FT) EAST OF THE CENTERLINE OF HIGHWAY
 AB1290'77, 3.1 METERS (13.5 FT) NORTH OF THE CENTER OF THE BLACKTOPPED
 AB1290'DRIVEWAY, 4.4 METERS (14.5 FT) EAST OF A GUYWIRE ANCHOR, 7.6 METERS
 AB1290'(25.0 FT) EAST OF A POWERLINE POLE, AND 1.0 METER (3.5 FT) WEST OF A
 AB1290'POWERLINE POLE.
 AB1290'THE MARK IS 4.2 METERS  E FROM A WITNESS POST.
 AB1290'THE MARK IS 0.3 M ABOVE HIGHWAY 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1269 ***********************************************************************
 AE1269  DESIGNATION -  H 1409
 AE1269  PID         -  AE1269
 AE1269  STATE/COUNTY-  TX/STARR
 AE1269  USGS QUAD   -  LA GRULLA (1965)
 AE1269
 AE1269                         *CURRENT SURVEY CONTROL
 AE1269  ___________________________________________________________________
 AE1269* NAD 83(1986)-  26 18 59.     (N)    098 39 45.     (W)     SCALED    
 AE1269* NAVD 88     -        54.166  (meters)     177.71   (feet)  ADJUSTED  
 AE1269  ___________________________________________________________________
 AE1269  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AE1269  DYNAMIC HT  -          54.076 (meters)     177.41  (feet)  COMP
 AE1269  MODELED GRAV-     978,988.9   (mgal)                       NAVD 88
 AE1269
 AE1269  VERT ORDER  -  FIRST     CLASS II
 AE1269
 AE1269.The horizontal coordinates were scaled from a topographic map and have
 AE1269.an estimated accuracy of +/- 6 seconds.
 AE1269
 AE1269.The orthometric height was determined by differential leveling
 AE1269.and adjusted by the National Geodetic Survey in June 1991..
 AE1269
 AE1269.The geoid height was determined by GEOID03.
 AE1269
 AE1269.The dynamic height is computed by dividing the NAVD 88
 AE1269.geopotential number by the normal gravity value computed on the
 AE1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1269.degrees latitude (g = 980.6199 gals.).
 AE1269
 AE1269.The modeled gravity was interpolated from observed gravity values.
 AE1269
 AE1269;                    North         East    Units  Estimated Accuracy
 AE1269;SPC TX S     - 5,072,000.      283,780.      MT  (+/- 180 meters Scaled)
 AE1269
 AE1269                          SUPERSEDED SURVEY CONTROL
 AE1269
 AE1269.No superseded survey control is available for this station.
 AE1269
 AE1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ336107(NAD 83)
 AE1269_MARKER: I = METAL ROD
 AE1269_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1269_SP_SET: HEADWALL
 AE1269_STAMPING: H 1409 1981
 AE1269_MARK LOGO: NGS   
 AE1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1269+STABILITY: SURFACE MOTION
 AE1269
 AE1269  HISTORY     - Date     Condition        Report By
 AE1269  HISTORY     - 1981     MONUMENTED       NGS
 AE1269  HISTORY     - 20060319 MARK NOT FOUND   USPSQD
 AE1269
 AE1269                          STATION DESCRIPTION
 AE1269
 AE1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1269'2.5 KM (1.55 MI) EAST FROM ALTO BONITO.
 AE1269'2.5 KM (1.55 MI) EAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AE1269'ROAD 2360 SOUTH AT ALTO BONITO, SET IN THE TOP OF THE NORTH HEADWALL
 AE1269'OF SIX CHANNEL BOX CULVERT UNDER THE HIGHWAY, 8.5 METERS (28.0 FT)
 AE1269'NORTH OF CENTERLINE OF THE HIGHWAY, 0.31 METERS (1.0 FT) EAST OF THE
 AE1269'WEST END OF THE HEADWALL.
 AE1269'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AE1269
 AE1269                          STATION RECOVERY (2006)
 AE1269
 AE1269'RECOVERY NOTE BY US POWER SQUADRON 2006 (RL)
 AE1269'NOT FOUND, HWY 83 HAS BEEN WIDENED TO A 4-LANE DIVIDED HIGHWAY. SIX
 AE1269'CHANNEL CULVERT IS GONE.  NEW CULVERT IS 3-CHANNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0288 ***********************************************************************
 EN0288  DESIGNATION -  H 141
 EN0288  PID         -  EN0288
 EN0288  STATE/COUNTY-  TX/FLOYD
 EN0288  USGS QUAD   -  LOCKNEY (1965)
 EN0288
 EN0288                         *CURRENT SURVEY CONTROL
 EN0288  ___________________________________________________________________
 EN0288* NAD 83(1986)-  34 06 29.     (N)    101 27 55.     (W)     SCALED    
 EN0288* NAVD 88     -       998.736  (meters)    3276.69   (feet)  POSTED    
 EN0288  ___________________________________________________________________
 EN0288  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EN0288  DYNAMIC HT  -         997.460 (meters)    3272.50  (feet)  COMP
 EN0288  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 EN0288
 EN0288  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0288
 EN0288.The horizontal coordinates were scaled from a topographic map and have
 EN0288.an estimated accuracy of +/- 6 seconds.
 EN0288
 EN0288.The orthometric height was determined by differential leveling
 EN0288.and adjusted by the National Geodetic Survey in 1992..
 EN0288.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0288.rate of 1.1 thru 2.0 mm/km.
 EN0288
 EN0288.The geoid height was determined by GEOID03.
 EN0288
 EN0288.The dynamic height is computed by dividing the NAVD 88
 EN0288.geopotential number by the normal gravity value computed on the
 EN0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0288.degrees latitude (g = 980.6199 gals.).
 EN0288
 EN0288.The modeled gravity was interpolated from observed gravity values.
 EN0288
 EN0288;                    North         East    Units  Estimated Accuracy
 EN0288;SPC TXNC     - 2,274,600.      326,430.      MT  (+/- 180 meters Scaled)
 EN0288
 EN0288                          SUPERSEDED SURVEY CONTROL
 EN0288
 EN0288  NGVD 29 (??/??/92)  998.361  (m)         3275.46   (f) ADJ UNCH    1 2
 EN0288
 EN0288.Superseded values are not recommended for survey control.
 EN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0288.See file dsdata.txt to determine how the superseded data were derived.
 EN0288
 EN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC725768(NAD 83)
 EN0288_MARKER: DB = BENCH MARK DISK
 EN0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0288_STAMPING: 3275.456 H 141 1933
 EN0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0288+STABILITY: SURFACE MOTION
 EN0288
 EN0288  HISTORY     - Date     Condition        Report By
 EN0288  HISTORY     - 1933     MONUMENTED       CGS
 EN0288  HISTORY     - 1958     GOOD             NGS
 EN0288
 EN0288                          STATION DESCRIPTION
 EN0288
 EN0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0288'2.0 MI SW FROM LOCKNEY.
 EN0288'2.0 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0288'THE STATION AT LOCKNEY, FLOYD COUNTY, AT STATION 4115+97 (MILEAGE
 EN0288'315.00), ABOUT 24 RAILS SOUTH OF A PUBLICROAD CROSSING, 41 FEET
 EN0288'SOUTHWEST OF MILEPOST L 315, AND 46 FEET WEST OF THE TRACK.  A
 EN0288'STANDARD DISK, STAMPED 3275.456 H 141 1933 AND SET IN THE TOP OF A
 EN0288'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0621 ***********************************************************************
 CC0621  DESIGNATION -  H 1410
 CC0621  PID         -  CC0621
 CC0621  STATE/COUNTY-  TX/WARD
 CC0621  USGS QUAD   -  GRANDFALLS (1981)
 CC0621
 CC0621                         *CURRENT SURVEY CONTROL
 CC0621  ___________________________________________________________________
 CC0621* NAD 83(1986)-  31 20 41.     (N)    102 51 27.     (W)     SCALED    
 CC0621* NAVD 88     -       744.199  (meters)    2441.59   (feet)  ADJUSTED  
 CC0621  ___________________________________________________________________
 CC0621  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CC0621  DYNAMIC HT  -         743.153 (meters)    2438.16  (feet)  COMP
 CC0621  MODELED GRAV-     979,209.4   (mgal)                       NAVD 88
 CC0621
 CC0621  VERT ORDER  -  FIRST     CLASS II
 CC0621
 CC0621.The horizontal coordinates were scaled from a topographic map and have
 CC0621.an estimated accuracy of +/- 6 seconds.
 CC0621
 CC0621.The orthometric height was determined by differential leveling
 CC0621.and adjusted by the National Geodetic Survey in June 1991..
 CC0621
 CC0621.The geoid height was determined by GEOID03.
 CC0621
 CC0621.The dynamic height is computed by dividing the NAVD 88
 CC0621.geopotential number by the normal gravity value computed on the
 CC0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0621.degrees latitude (g = 980.6199 gals.).
 CC0621
 CC0621.The modeled gravity was interpolated from observed gravity values.
 CC0621
 CC0621;                    North         East    Units  Estimated Accuracy
 CC0621;SPC TX C     - 3,188,750.      459,850.      MT  (+/- 180 meters Scaled)
 CC0621
 CC0621                          SUPERSEDED SURVEY CONTROL
 CC0621
 CC0621.No superseded survey control is available for this station.
 CC0621
 CC0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ038697(NAD 83)
 CC0621_MARKER: I = METAL ROD
 CC0621_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0621+WITH SETTING: INFORMATION.
 CC0621_SP_SET: SHALLOW SET METAL ROD
 CC0621_STAMPING: H 1410 1981
 CC0621_MARK LOGO: NGS   
 CC0621_PROJECTION: FLUSH
 CC0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0621_ROD/PIPE-DEPTH: 1.8  meters
 CC0621
 CC0621  HISTORY     - Date     Condition        Report By
 CC0621  HISTORY     - 1981     MONUMENTED       NGS
 CC0621
 CC0621                          STATION DESCRIPTION
 CC0621
 CC0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0621'IN GRANDFALLS.
 CC0621'IN GRANDFALLS, AT THE INTERSECTION OF STATE HIGHWAY 18 (AVENUE D)
 CC0621'AND FIFTH STREET, 0.8 KM (0.5 MI) NORTHWEST OF THE JUNCTION OF
 CC0621'STATE HIGHWAY 329, 49.1 METERS (161.0 FT) NORTHEAST OF THE CENTERLINE
 CC0621'OF THE HIGHWAY, 28.1 METERS (92.2 FT) SOUTHEAST OF THE CENTER OF THE
 CC0621'STREET AND 1.0 METER (3.3 FT) NORTHWEST OF A UTILITY POLE WITH TWO
 CC0621'GUY CABLES  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0621'LOGO CAP.
 CC0621'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CC0621'THE MARK IS 0.6 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0595 ***********************************************************************
 BP0595  DESIGNATION -  H 1411
 BP0595  PID         -  BP0595
 BP0595  STATE/COUNTY-  TX/PECOS
 BP0595  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0595
 BP0595                         *CURRENT SURVEY CONTROL
 BP0595  ___________________________________________________________________
 BP0595* NAD 83(1986)-  30 51 16.     (N)    102 51 28.     (W)     SCALED    
 BP0595* NAVD 88     -       932.699  (meters)    3060.03   (feet)  ADJUSTED  
 BP0595  ___________________________________________________________________
 BP0595  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 BP0595  DYNAMIC HT  -         931.269 (meters)    3055.34  (feet)  COMP
 BP0595  MODELED GRAV-     979,076.4   (mgal)                       NAVD 88
 BP0595
 BP0595  VERT ORDER  -  FIRST     CLASS II
 BP0595
 BP0595.The horizontal coordinates were scaled from a topographic map and have
 BP0595.an estimated accuracy of +/- 6 seconds.
 BP0595
 BP0595.The orthometric height was determined by differential leveling
 BP0595.and adjusted by the National Geodetic Survey in June 1991..
 BP0595
 BP0595.The geoid height was determined by GEOID03.
 BP0595
 BP0595.The dynamic height is computed by dividing the NAVD 88
 BP0595.geopotential number by the normal gravity value computed on the
 BP0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0595.degrees latitude (g = 980.6199 gals.).
 BP0595
 BP0595.The modeled gravity was interpolated from observed gravity values.
 BP0595
 BP0595;                    North         East    Units  Estimated Accuracy
 BP0595;SPC TX C     - 3,134,410.      458,590.      MT  (+/- 180 meters Scaled)
 BP0595
 BP0595                          SUPERSEDED SURVEY CONTROL
 BP0595
 BP0595.No superseded survey control is available for this station.
 BP0595
 BP0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ048154(NAD 83)
 BP0595_MARKER: I = METAL ROD
 BP0595_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0595+WITH SETTING: INFORMATION.
 BP0595_SP_SET: SHALLOW SET METAL ROD
 BP0595_STAMPING: H 1411 1981
 BP0595_MARK LOGO: NGS   
 BP0595_PROJECTION: FLUSH
 BP0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0595+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 BP0595_ROD/PIPE-DEPTH: 2.4  meters
 BP0595
 BP0595  HISTORY     - Date     Condition        Report By
 BP0595  HISTORY     - 1981     MONUMENTED       NGS
 BP0595  HISTORY     - 20030826 GOOD             USPSQD
 BP0595
 BP0595                          STATION DESCRIPTION
 BP0595
 BP0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0595'4.5 KM (2.8 MI) SE FROM FORT STOCKTON.
 BP0595'4.5 KM (2.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0595'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 18.4 METERS
 BP0595'(60.4 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 15.7
 BP0595'METERS (51.5 FT) NORTH-NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO
 BP0595'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0595'THE MARK IS 0.3 METERS  ENE FROM  A FENCE AND WITNESS POST
 BP0595'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BP0595
 BP0595                          STATION RECOVERY (2003)
 BP0595
 BP0595'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0660 ***********************************************************************
 BP0660  DESIGNATION -  H 1412
 BP0660  PID         -  BP0660
 BP0660  STATE/COUNTY-  TX/TERRELL
 BP0660  USGS QUAD   -  SANDERSON SE (1969)
 BP0660
 BP0660                         *CURRENT SURVEY CONTROL
 BP0660  ___________________________________________________________________
 BP0660* NAD 83(1986)-  30 03 32.     (N)    102 15 20.     (W)     SCALED    
 BP0660* NAVD 88     -       703.946  (meters)    2309.53   (feet)  ADJUSTED  
 BP0660  ___________________________________________________________________
 BP0660  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 BP0660  DYNAMIC HT  -         702.877 (meters)    2306.02  (feet)  COMP
 BP0660  MODELED GRAV-     979,101.0   (mgal)                       NAVD 88
 BP0660
 BP0660  VERT ORDER  -  FIRST     CLASS II
 BP0660
 BP0660.The horizontal coordinates were scaled from a topographic map and have
 BP0660.an estimated accuracy of +/- 6 seconds.
 BP0660
 BP0660.The orthometric height was determined by differential leveling
 BP0660.and adjusted by the National Geodetic Survey in June 1991..
 BP0660
 BP0660.The geoid height was determined by GEOID03.
 BP0660
 BP0660.The dynamic height is computed by dividing the NAVD 88
 BP0660.geopotential number by the normal gravity value computed on the
 BP0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0660.degrees latitude (g = 980.6199 gals.).
 BP0660
 BP0660.The modeled gravity was interpolated from observed gravity values.
 BP0660
 BP0660;                    North         East    Units  Estimated Accuracy
 BP0660;SPC TXSC     - 4,251,030.      286,130.      MT  (+/- 180 meters Scaled)
 BP0660
 BP0660                          SUPERSEDED SURVEY CONTROL
 BP0660
 BP0660.No superseded survey control is available for this station.
 BP0660
 BP0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP645284(NAD 83)
 BP0660_MARKER: DB = BENCH MARK DISK
 BP0660_SETTING: 66 = SET IN ROCK OUTCROP
 BP0660_SP_SET: ROCK OUTCROP
 BP0660_STAMPING: H 1412 1981
 BP0660_MARK LOGO: NGS   
 BP0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0660+STABILITY: POSITION/ELEVATION WELL
 BP0660
 BP0660  HISTORY     - Date     Condition        Report By
 BP0660  HISTORY     - 1981     MONUMENTED       NGS
 BP0660
 BP0660                          STATION DESCRIPTION
 BP0660
 BP0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0660'13.9 KM (8.65 MI) WEST FROM DRYDEN.
 BP0660'13.9 KM (8.65 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0660'IN DRYDEN, IN AN EXPOSED AREA OF OUTCROPPING BEDROCK, 15.2 METERS
 BP0660'(49.9 FT) NORTH OF A FENCE AND 14.5 METERS (47.6 FT) SOUTH OF THE
 BP0660'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 BP0660'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BP0660'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0617 ***********************************************************************
 BP0617  DESIGNATION -  H 1414
 BP0617  PID         -  BP0617
 BP0617  STATE/COUNTY-  TX/PECOS
 BP0617  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0617
 BP0617                         *CURRENT SURVEY CONTROL
 BP0617  ___________________________________________________________________
 BP0617* NAD 83(1986)-  30 34 46.     (N)    102 34 42.     (W)     SCALED    
 BP0617* NAVD 88     -      1004.231  (meters)    3294.71   (feet)  ADJUSTED  
 BP0617  ___________________________________________________________________
 BP0617  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BP0617  DYNAMIC HT  -        1002.676 (meters)    3289.61  (feet)  COMP
 BP0617  MODELED GRAV-     979,058.8   (mgal)                       NAVD 88
 BP0617
 BP0617  VERT ORDER  -  FIRST     CLASS II
 BP0617
 BP0617.The horizontal coordinates were scaled from a topographic map and have
 BP0617.an estimated accuracy of +/- 6 seconds.
 BP0617
 BP0617.The orthometric height was determined by differential leveling
 BP0617.and adjusted by the National Geodetic Survey in June 1991..
 BP0617
 BP0617.The geoid height was determined by GEOID03.
 BP0617
 BP0617.The dynamic height is computed by dividing the NAVD 88
 BP0617.geopotential number by the normal gravity value computed on the
 BP0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0617.degrees latitude (g = 980.6199 gals.).
 BP0617
 BP0617.The modeled gravity was interpolated from observed gravity values.
 BP0617
 BP0617;                    North         East    Units  Estimated Accuracy
 BP0617;SPC TX C     - 3,103,360.      484,690.      MT  (+/- 180 meters Scaled)
 BP0617
 BP0617                          SUPERSEDED SURVEY CONTROL
 BP0617
 BP0617.No superseded survey control is available for this station.
 BP0617
 BP0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP322854(NAD 83)
 BP0617_MARKER: I = METAL ROD
 BP0617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0617_SP_SET: STAINLESS STEEL ROD
 BP0617_STAMPING: H 1414 1981
 BP0617_MARK LOGO: NGS   
 BP0617_PROJECTION: FLUSH
 BP0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0617_ROD/PIPE-DEPTH: 4.6  meters
 BP0617
 BP0617  HISTORY     - Date     Condition        Report By
 BP0617  HISTORY     - 1981     MONUMENTED       NGS
 BP0617
 BP0617                          STATION DESCRIPTION
 BP0617
 BP0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0617'45.6 KM (28.35 MI) SE FROM FORT STOCKTON.
 BP0617'45.6 KM (28.35 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0617'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 1.0 KM (0.6 MI)
 BP0617'SOUTHEAST OF A GRAVELED ROAD LEADING EAST TO THE LEA RANCH, 17.9
 BP0617'METERS (58.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 3.7
 BP0617'METERS (12.1 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 BP0617'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0617'THE MARK IS 0.4 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0617'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0435 ***********************************************************************
 AZ0435  DESIGNATION -  H 1415
 AZ0435  PID         -  AZ0435
 AZ0435  STATE/COUNTY-  TX/VAL VERDE
 AZ0435  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0435
 AZ0435                         *CURRENT SURVEY CONTROL
 AZ0435  ___________________________________________________________________
 AZ0435* NAD 83(1986)-  29 32 37.     (N)    101 04 43.     (W)     SCALED    
 AZ0435* NAVD 88     -       375.813  (meters)    1232.98   (feet)  ADJUSTED  
 AZ0435  ___________________________________________________________________
 AZ0435  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0435  DYNAMIC HT  -         375.265 (meters)    1231.18  (feet)  COMP
 AZ0435  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 AZ0435
 AZ0435  VERT ORDER  -  FIRST     CLASS II
 AZ0435
 AZ0435.The horizontal coordinates were scaled from a topographic map and have
 AZ0435.an estimated accuracy of +/- 6 seconds.
 AZ0435
 AZ0435.The orthometric height was determined by differential leveling
 AZ0435.and adjusted by the National Geodetic Survey in June 1991..
 AZ0435
 AZ0435.The geoid height was determined by GEOID03.
 AZ0435
 AZ0435.The dynamic height is computed by dividing the NAVD 88
 AZ0435.geopotential number by the normal gravity value computed on the
 AZ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0435.degrees latitude (g = 980.6199 gals.).
 AZ0435
 AZ0435.The modeled gravity was interpolated from observed gravity values.
 AZ0435
 AZ0435;                    North         East    Units  Estimated Accuracy
 AZ0435;SPC TXSC     - 4,191,330.      398,570.      MT  (+/- 180 meters Scaled)
 AZ0435
 AZ0435                          SUPERSEDED SURVEY CONTROL
 AZ0435
 AZ0435.No superseded survey control is available for this station.
 AZ0435
 AZ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT985700(NAD 83)
 AZ0435_MARKER: DB = BENCH MARK DISK
 AZ0435_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0435_SP_SET: ROCK OUTCROP
 AZ0435_STAMPING: H 1415 1981
 AZ0435_MARK LOGO: NGS   
 AZ0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0435+STABILITY: POSITION/ELEVATION WELL
 AZ0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0435+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0435
 AZ0435  HISTORY     - Date     Condition        Report By
 AZ0435  HISTORY     - 1981     MONUMENTED       NGS
 AZ0435  HISTORY     - 19990119 MARK NOT FOUND   USPSQD
 AZ0435  HISTORY     - 20030425 GOOD             USPSQD
 AZ0435
 AZ0435                          STATION DESCRIPTION
 AZ0435
 AZ0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0435'20.4 KM (12.65 MI) SE FROM COMSTOCK.
 AZ0435'20.4 KM (12.65 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0435'WITH STATE HIGHWAY 163 IN COMSTOCK, IN A 3 BY 20 FT EXPOSED AREA OF
 AZ0435'OUTCROPPING BEDROCK, 0.7 KM (0.45 MI) WEST-NORTHWEST OF A WINDMILL,
 AZ0435'22.3 METERS (73.2 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 AZ0435'OF THE HIGHWAY, 16.8 METERS (55.1 FT) EAST OF A GUARDRAIL, 7.1 METERS
 AZ0435'(23.3 FT) NORTHWEST OF UTILITY POLE NUMBER 45 AND 4.6 METERS (15.1 FT)
 AZ0435'WEST OF A FENCE.
 AZ0435'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AZ0435'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 AZ0435
 AZ0435                          STATION RECOVERY (1999)
 AZ0435
 AZ0435'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0435'MARK NOT FOUND.
 AZ0435
 AZ0435                          STATION RECOVERY (2003)
 AZ0435
 AZ0435'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0411 ***********************************************************************
 AZ0411  DESIGNATION -  H 1416
 AZ0411  PID         -  AZ0411
 AZ0411  STATE/COUNTY-  TX/VAL VERDE
 AZ0411  USGS QUAD   -  ZUBERBUELER BEND NW (1972)
 AZ0411
 AZ0411                         *CURRENT SURVEY CONTROL
 AZ0411  ___________________________________________________________________
 AZ0411* NAD 83(1986)-  29 43 51.     (N)    101 22 35.     (W)     SCALED    
 AZ0411* NAVD 88     -       438.814  (meters)    1439.68   (feet)  ADJUSTED  
 AZ0411  ___________________________________________________________________
 AZ0411  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AZ0411  DYNAMIC HT  -         438.175 (meters)    1437.58  (feet)  COMP
 AZ0411  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 AZ0411
 AZ0411  VERT ORDER  -  FIRST     CLASS II
 AZ0411
 AZ0411.The horizontal coordinates were scaled from a topographic map and have
 AZ0411.an estimated accuracy of +/- 6 seconds.
 AZ0411
 AZ0411.The orthometric height was determined by differential leveling
 AZ0411.and adjusted by the National Geodetic Survey in June 1991..
 AZ0411
 AZ0411.The geoid height was determined by GEOID03.
 AZ0411
 AZ0411.The dynamic height is computed by dividing the NAVD 88
 AZ0411.geopotential number by the normal gravity value computed on the
 AZ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0411.degrees latitude (g = 980.6199 gals.).
 AZ0411
 AZ0411.The modeled gravity was interpolated from observed gravity values.
 AZ0411
 AZ0411;                    North         East    Units  Estimated Accuracy
 AZ0411;SPC TXSC     - 4,212,630.      370,140.      MT  (+/- 180 meters Scaled)
 AZ0411
 AZ0411                          SUPERSEDED SURVEY CONTROL
 AZ0411
 AZ0411.No superseded survey control is available for this station.
 AZ0411
 AZ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT701913(NAD 83)
 AZ0411_MARKER: DB = BENCH MARK DISK
 AZ0411_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0411_SP_SET: ROCK OUTCROP
 AZ0411_STAMPING: H 1416 1981
 AZ0411_MARK LOGO: NGS   
 AZ0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0411+STABILITY: POSITION/ELEVATION WELL
 AZ0411
 AZ0411  HISTORY     - Date     Condition        Report By
 AZ0411  HISTORY     - 1981     MONUMENTED       NGS
 AZ0411  HISTORY     - 19990119 MARK NOT FOUND   USPSQD
 AZ0411
 AZ0411                          STATION DESCRIPTION
 AZ0411
 AZ0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0411'21.5 KM (13.35 MI) NW FROM COMSTOCK.
 AZ0411'21.5 KM (13.35 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0411'WITH STATE HIGHWAY 163 IN COMSTOCK, 0.2 KM (0.1 MI) SOUTHEAST OF A
 AZ0411'ROAD LEADING NORTHWEST TO A WINDMILL, IN THE SOUTHWEST END OF A 4 BY 6
 AZ0411'FT EXPOSED AREA OF BEDROCK, 25.8 METERS (84.6 FT) NORTHEAST
 AZ0411'OF THE CENTERLINE OF THE HIGHWAY AND 4.7 METERS (15.4 FT) SOUTHWEST OF
 AZ0411'A FENCE.
 AZ0411'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AZ0411'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 AZ0411
 AZ0411                          STATION RECOVERY (1999)
 AZ0411
 AZ0411'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0641 ***********************************************************************
 BP0641  DESIGNATION -  H 1417
 BP0641  PID         -  BP0641
 BP0641  STATE/COUNTY-  TX/TERRELL
 BP0641  USGS QUAD   -  SANDERSON (1969)
 BP0641
 BP0641                         *CURRENT SURVEY CONTROL
 BP0641  ___________________________________________________________________
 BP0641* NAD 83(1986)-  30 14 20.     (N)    102 26 19.     (W)     SCALED    
 BP0641* NAVD 88     -       974.305  (meters)    3196.53   (feet)  ADJUSTED  
 BP0641  ___________________________________________________________________
 BP0641  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BP0641  DYNAMIC HT  -         972.790 (meters)    3191.56  (feet)  COMP
 BP0641  MODELED GRAV-     979,053.7   (mgal)                       NAVD 88
 BP0641
 BP0641  VERT ORDER  -  FIRST     CLASS II
 BP0641
 BP0641.The horizontal coordinates were scaled from a topographic map and have
 BP0641.an estimated accuracy of +/- 6 seconds.
 BP0641
 BP0641.The orthometric height was determined by differential leveling
 BP0641.and adjusted by the National Geodetic Survey in June 1991..
 BP0641
 BP0641.The geoid height was determined by GEOID03.
 BP0641
 BP0641.The dynamic height is computed by dividing the NAVD 88
 BP0641.geopotential number by the normal gravity value computed on the
 BP0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0641.degrees latitude (g = 980.6199 gals.).
 BP0641
 BP0641.The modeled gravity was interpolated from observed gravity values.
 BP0641
 BP0641;                    North         East    Units  Estimated Accuracy
 BP0641;SPC TXSC     - 4,271,480.      269,070.      MT  (+/- 180 meters Scaled)
 BP0641
 BP0641                          SUPERSEDED SURVEY CONTROL
 BP0641
 BP0641.No superseded survey control is available for this station.
 BP0641
 BP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP464480(NAD 83)
 BP0641_MARKER: I = METAL ROD
 BP0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0641_SP_SET: STAINLESS STEEL ROD
 BP0641_STAMPING: H 1417 1981
 BP0641_MARK LOGO: NGS   
 BP0641_PROJECTION: FLUSH
 BP0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0641_ROD/PIPE-DEPTH: 4.6  meters
 BP0641
 BP0641  HISTORY     - Date     Condition        Report By
 BP0641  HISTORY     - 1981     MONUMENTED       NGS
 BP0641
 BP0641                          STATION DESCRIPTION
 BP0641
 BP0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0641'11.6 KM (7.2 MI) NNW FROM SANDERSON.
 BP0641'11.6 KM (7.2 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0641'WITH U.S. HIGHWAY 90 IN SANDERSON, AT A FIELD ROAD ENTRANCE, 26.8
 BP0641'METERS (87.9 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.7
 BP0641'METERS (81.0 FT) EAST OF THE EAST CORNER OF A CORRUGATED PIPE CULVERT,
 BP0641'10.4 METERS (34.1 FT) SOUTHEAST OF A UTILITY POLE AND 4.9 METERS
 BP0641'(16.1 FT) SOUTHEAST OF THE FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM
 BP0641'POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0641'THE MARK IS 0.4 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0641'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0381 ***********************************************************************
 AZ0381  DESIGNATION -  H 1418
 AZ0381  PID         -  AZ0381
 AZ0381  STATE/COUNTY-  TX/TERRELL
 AZ0381  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0381
 AZ0381                         *CURRENT SURVEY CONTROL
 AZ0381  ___________________________________________________________________
 AZ0381* NAD 83(1986)-  29 54 00.     (N)    101 51 45.     (W)     SCALED    
 AZ0381* NAVD 88     -       531.769  (meters)    1744.65   (feet)  ADJUSTED  
 AZ0381  ___________________________________________________________________
 AZ0381  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AZ0381  DYNAMIC HT  -         530.979 (meters)    1742.05  (feet)  COMP
 AZ0381  MODELED GRAV-     979,140.8   (mgal)                       NAVD 88
 AZ0381
 AZ0381  VERT ORDER  -  FIRST     CLASS II
 AZ0381
 AZ0381.The horizontal coordinates were scaled from a topographic map and have
 AZ0381.an estimated accuracy of +/- 6 seconds.
 AZ0381
 AZ0381.The orthometric height was determined by differential leveling
 AZ0381.and adjusted by the National Geodetic Survey in June 1991..
 AZ0381
 AZ0381.The geoid height was determined by GEOID03.
 AZ0381
 AZ0381.The dynamic height is computed by dividing the NAVD 88
 AZ0381.geopotential number by the normal gravity value computed on the
 AZ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0381.degrees latitude (g = 980.6199 gals.).
 AZ0381
 AZ0381.The modeled gravity was interpolated from observed gravity values.
 AZ0381
 AZ0381;                    North         East    Units  Estimated Accuracy
 AZ0381;SPC TXSC     - 4,232,430.      323,580.      MT  (+/- 180 meters Scaled)
 AZ0381
 AZ0381                          SUPERSEDED SURVEY CONTROL
 AZ0381
 AZ0381.No superseded survey control is available for this station.
 AZ0381
 AZ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU235111(NAD 83)
 AZ0381_MARKER: DB = BENCH MARK DISK
 AZ0381_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0381_SP_SET: ROCK OUTCROP
 AZ0381_STAMPING: H 1418 1981
 AZ0381_MARK LOGO: NGS   
 AZ0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0381+STABILITY: POSITION/ELEVATION WELL
 AZ0381
 AZ0381  HISTORY     - Date     Condition        Report By
 AZ0381  HISTORY     - 1981     MONUMENTED       NGS
 AZ0381
 AZ0381                          STATION DESCRIPTION
 AZ0381
 AZ0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0381'30.7 KM (19.05 MI) SE FROM DRYDEN.
 AZ0381'30.7 KM (19.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST
 AZ0381'OFFICE IN DRYDEN, 27.4 METERS (90.0 FT) EAST OF THE EAST END OF A
 AZ0381'HIGHWAY CUT, 15.8 METERS (51.8 FT) NORTH OF THE CENTERLINE OF THE
 AZ0381'WEST BOUND LANES AND 3.5 METERS (11.4 FT) SOUTH OF A FENCE.
 AZ0381'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AZ0381'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0765 ***********************************************************************
 BP0765  DESIGNATION -  H 1419
 BP0765  PID         -  BP0765
 BP0765  STATE/COUNTY-  TX/TERRELL
 BP0765  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0765
 BP0765                         *CURRENT SURVEY CONTROL
 BP0765  ___________________________________________________________________
 BP0765* NAD 83(1986)-  30 08 32.     (N)    102 32 43.     (W)     SCALED    
 BP0765* NAVD 88     -       958.233  (meters)    3143.80   (feet)  ADJUSTED  
 BP0765  ___________________________________________________________________
 BP0765  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 BP0765  DYNAMIC HT  -         956.734 (meters)    3138.88  (feet)  COMP
 BP0765  MODELED GRAV-     979,044.6   (mgal)                       NAVD 88
 BP0765
 BP0765  VERT ORDER  -  FIRST     CLASS II
 BP0765
 BP0765.The horizontal coordinates were scaled from a topographic map and have
 BP0765.an estimated accuracy of +/- 6 seconds.
 BP0765
 BP0765.The orthometric height was determined by differential leveling
 BP0765.and adjusted by the National Geodetic Survey in June 1991..
 BP0765
 BP0765.The geoid height was determined by GEOID03.
 BP0765
 BP0765.The dynamic height is computed by dividing the NAVD 88
 BP0765.geopotential number by the normal gravity value computed on the
 BP0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0765.degrees latitude (g = 980.6199 gals.).
 BP0765
 BP0765.The modeled gravity was interpolated from observed gravity values.
 BP0765
 BP0765;                    North         East    Units  Estimated Accuracy
 BP0765;SPC TXSC     - 4,261,070.      258,480.      MT  (+/- 180 meters Scaled)
 BP0765
 BP0765                          SUPERSEDED SURVEY CONTROL
 BP0765
 BP0765.No superseded survey control is available for this station.
 BP0765
 BP0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP364370(NAD 83)
 BP0765_MARKER: I = METAL ROD
 BP0765_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0765_SP_SET: STAINLESS STEEL ROD
 BP0765_STAMPING: H 1419 1981
 BP0765_MARK LOGO: NGS   
 BP0765_PROJECTION: FLUSH
 BP0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0765_ROD/PIPE-DEPTH: 8.5  meters
 BP0765
 BP0765  HISTORY     - Date     Condition        Report By
 BP0765  HISTORY     - 1981     MONUMENTED       NGS
 BP0765
 BP0765                          STATION DESCRIPTION
 BP0765
 BP0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0765'16.6 KM (10.3 MI) WEST FROM SANDERSON.
 BP0765'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0765'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 16.4 KM (10.2 MI) WEST
 BP0765'ALONG U.S. HIGHWAY 90, 0.3 KM (0.2 MI) SOUTHWEST OF A ROADSIDE PARK,
 BP0765'0.1 KM (0.05 MI) SOUTHWEST OF RAILROAD MILEMARKER 526, 30.5 METERS
 BP0765'(100.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 6.0 METERS
 BP0765'(19.7 FT) SOUTHWEST OF UTILITY POLE NUMBER 725.  NOTE=ACCESS TO THE
 BP0765'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0765'THE MARK IS 0.3 METERS  SE FROM  A FENCE AND WITNESS POST
 BP0765'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2173 ***********************************************************************
 AX2173  DESIGNATION -  H 142
 AX2173  PID         -  AX2173
 AX2173  STATE/COUNTY-  TX/CALDWELL
 AX2173  USGS QUAD   -  MC MAHAN (1981)
 AX2173
 AX2173                         *CURRENT SURVEY CONTROL
 AX2173  ___________________________________________________________________
 AX2173* NAD 83(1986)-  29 51 10.     (N)    097 31 09.     (W)     SCALED    
 AX2173* NAVD 88     -       135.58   (+/-2cm)     444.8    (feet)  VERTCON   
 AX2173  ___________________________________________________________________
 AX2173  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2173
 AX2173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2173
 AX2173.The horizontal coordinates were scaled from a topographic map and have
 AX2173.an estimated accuracy of +/- 6 seconds.
 AX2173
 AX2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2173.The vertical order pertains to the NGVD 29 superseded value.
 AX2173
 AX2173.The geoid height was determined by GEOID03.
 AX2173
 AX2173;                    North         East    Units  Estimated Accuracy
 AX2173;SPC TXSC     - 4,224,720.      743,070.      MT  (+/- 180 meters Scaled)
 AX2173
 AX2173                          SUPERSEDED SURVEY CONTROL
 AX2173
 AX2173  NGVD 29 (??/??/92)  135.51   (m)          444.6    (f) COMPUTED    2 0
 AX2173
 AX2173.Superseded values are not recommended for survey control.
 AX2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2173.See file dsdata.txt to determine how the superseded data were derived.
 AX2173
 AX2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU430033(NAD 83)
 AX2173_MARKER: DD = SURVEY DISK
 AX2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2173_STAMPING: H 142 1924
 AX2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2173+STABILITY: SURFACE MOTION
 AX2173
 AX2173  HISTORY     - Date     Condition        Report By
 AX2173  HISTORY     - 1924     MONUMENTED       USGS
 AX2173  HISTORY     - 1943     GOOD             NGS
 AX2173  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 AX2173
 AX2173                          STATION DESCRIPTION
 AX2173
 AX2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2173'IN MC MAHAN.
 AX2173'BENCH MARK IS AT THE EAST EDGE OF MC MAHAN, ABOUT 400 FEET EAST OF THE
 AX2173'POST OFFICE, 52 FEET NORTH OF A LARGE ELM TREE IN THE ANGLE OF A
 AX2173'FENCE, 22 FEET NORTHEAST OF A POWER POLE WITH GUY WIRE, 3.0 FEET NORTH
 AX2173'OF A 4X4 INCH WOODEN MARKER POST, 2.0 FEET WEST OF THE FENCE AND
 AX2173'DIRECTLY IN LINE WITH THE CENTER-LINE OF THE EAST-WEST ROAD.  1.0 FOOT
 AX2173'BELOW THE SURFACE OF THE GROUND.
 AX2173
 AX2173                          STATION RECOVERY (1950)
 AX2173
 AX2173'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 AX2173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0376 ***********************************************************************
 DP0376  DESIGNATION -  H 142
 DP0376  PID         -  DP0376
 DP0376  STATE/COUNTY-  TX/LUBBOCK
 DP0376  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0376
 DP0376                         *CURRENT SURVEY CONTROL
 DP0376  ___________________________________________________________________
 DP0376* NAD 83(1986)-  33 31 42.     (N)    101 58 53.     (W)     SCALED    
 DP0376* NAVD 88     -      1002.814  (meters)    3290.07   (feet)  ADJUSTED  
 DP0376  ___________________________________________________________________
 DP0376  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 DP0376  DYNAMIC HT  -        1001.509 (meters)    3285.78  (feet)  COMP
 DP0376  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 DP0376
 DP0376  VERT ORDER  -  FIRST     CLASS II
 DP0376
 DP0376.The horizontal coordinates were scaled from a topographic map and have
 DP0376.an estimated accuracy of +/- 6 seconds.
 DP0376
 DP0376.The orthometric height was determined by differential leveling
 DP0376.and adjusted by the National Geodetic Survey in June 1991..
 DP0376
 DP0376.The geoid height was determined by GEOID03.
 DP0376
 DP0376.The dynamic height is computed by dividing the NAVD 88
 DP0376.geopotential number by the normal gravity value computed on the
 DP0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0376.degrees latitude (g = 980.6199 gals.).
 DP0376
 DP0376.The modeled gravity was interpolated from observed gravity values.
 DP0376
 DP0376;                    North         East    Units  Estimated Accuracy
 DP0376;SPC TXNC     - 2,211,800.      276,700.      MT  (+/- 180 meters Scaled)
 DP0376
 DP0376                          SUPERSEDED SURVEY CONTROL
 DP0376
 DP0376  NGVD 29 (??/??/92) 1002.440  (m)         3288.84   (f) ADJ UNCH    1 2
 DP0376
 DP0376.Superseded values are not recommended for survey control.
 DP0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0376.See file dsdata.txt to determine how the superseded data were derived.
 DP0376
 DP0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC231138(NAD 83)
 DP0376_MARKER: DB = BENCH MARK DISK
 DP0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0376_STAMPING: 3288.839 H 142 1933
 DP0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0376+STABILITY: SURFACE MOTION
 DP0376
 DP0376  HISTORY     - Date     Condition        Report By
 DP0376  HISTORY     - 1933     MONUMENTED       CGS
 DP0376  HISTORY     - 1963     MARK NOT FOUND   NGS
 DP0376
 DP0376                          STATION DESCRIPTION
 DP0376
 DP0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DP0376'2.2 MI NE FROM WOLFFORTH.
 DP0376'2.2 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0376'STATION AT WOLFFORTH, LUBBOCK COUNTY, ABOUT 42 RAILS SOUTHWEST OF
 DP0376'WOODEN TRESTLE 8 A, ABOUT 179 FEET SOUTHWEST OF MILEPOST 9, ABOUT
 DP0376'23-1/2 RAILS NORTHEAST OF A PRIVATE-ROAD CROSSING, 71 FEET NORTHWEST
 DP0376'OF THE TRACK, 16 FEET NORTHEAST OF A CORNER OF THE RIGHT-OF-WAY FENCE,
 DP0376'AND AT THE FENCE LINE.  A STANDARD DISK, STAMPED 3288.839 H 1933 AND
 DP0376'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 DP0376'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1303 ***********************************************************************
 AE1303  DESIGNATION -  H 1420
 AE1303  PID         -  AE1303
 AE1303  STATE/COUNTY-  TX/STARR
 AE1303  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1303
 AE1303                         *CURRENT SURVEY CONTROL
 AE1303  ___________________________________________________________________
 AE1303* NAD 83(1986)-  26 29 33.     (N)    099 03 52.     (W)     SCALED    
 AE1303* NAVD 88     -        83.900  (meters)     275.26   (feet)  ADJUSTED  
 AE1303  ___________________________________________________________________
 AE1303  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AE1303  DYNAMIC HT  -          83.763 (meters)     274.81  (feet)  COMP
 AE1303  MODELED GRAV-     979,011.3   (mgal)                       NAVD 88
 AE1303
 AE1303  VERT ORDER  -  FIRST     CLASS II
 AE1303
 AE1303.The horizontal coordinates were scaled from a topographic map and have
 AE1303.an estimated accuracy of +/- 6 seconds.
 AE1303
 AE1303.The orthometric height was determined by differential leveling
 AE1303.and adjusted by the National Geodetic Survey in June 1991..
 AE1303
 AE1303.The geoid height was determined by GEOID03.
 AE1303
 AE1303.The dynamic height is computed by dividing the NAVD 88
 AE1303.geopotential number by the normal gravity value computed on the
 AE1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1303.degrees latitude (g = 980.6199 gals.).
 AE1303
 AE1303.The modeled gravity was interpolated from observed gravity values.
 AE1303
 AE1303;                    North         East    Units  Estimated Accuracy
 AE1303;SPC TX S     - 5,091,620.      243,730.      MT  (+/- 180 meters Scaled)
 AE1303
 AE1303                          SUPERSEDED SURVEY CONTROL
 AE1303
 AE1303.No superseded survey control is available for this station.
 AE1303
 AE1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ935302(NAD 83)
 AE1303_MARKER: I = METAL ROD
 AE1303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1303_SP_SET: STAINLESS STEEL ROD
 AE1303_STAMPING: H 1420 1981
 AE1303_MARK LOGO: NGS   
 AE1303_PROJECTION: FLUSH
 AE1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1303_ROD/PIPE-DEPTH: 4.1  meters
 AE1303
 AE1303  HISTORY     - Date     Condition        Report By
 AE1303  HISTORY     - 1981     MONUMENTED       NGS
 AE1303
 AE1303                          STATION DESCRIPTION
 AE1303
 AE1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1303'10.5 KM (6.5 MI) NNW FROM ROMA.
 AE1303'10.5 KM (6.5 MI) NORTH NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST
 AE1303'OFFICE IN ROMA ALSO 10.5 KM (6.5 MI) SOUTH SOUTHEAST OF THE POST
 AE1303'OFFICE IN FALCON HEIGHTS, 0.32 KM (0.2 MI) SOUTHEAST OF JUNCTION OF
 AE1303'OLD HIGHWAY 83, AND AT THE INTERSECTION OF AN EAST WEST AND NORTH
 AE1303'SOUTH FENCE LINE, 14.9 METERS (48.9 FT) SOUTHWEST OF CENTERLINE,
 AE1303'0.30 METERS (1.0 FT) NORTHEAST OF A FENCE LINE, 21.0 METERS (69.0 FT)
 AE1303'EAST NORTHEAST OF A WIND MILL LADDER LEG, 1.2 METERS (4.0 FT)
 AE1303'SOUTHEAST OF A TELEGRAPH UNDERGROUND CABLE WARNING SIGN, AND 0.9 METER
 AE1303'(3.0 FT) SOUTHEAST OF A FENCE INTERSECTION.  NOTE, ROD DRIVEN TO
 AE1303'REFUSAL.
 AE1303'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 AE1303'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1225 ***********************************************************************
 AE1225  DESIGNATION -  H 1421
 AE1225  PID         -  AE1225
 AE1225  STATE/COUNTY-  TX/HIDALGO
 AE1225  USGS QUAD   -  PHARR (1983)
 AE1225
 AE1225                         *CURRENT SURVEY CONTROL
 AE1225  ___________________________________________________________________
 AE1225* NAD 83(1986)-  26 11 10.     (N)    098 08 06.     (W)     SCALED    
 AE1225* NAVD 88     -        30.710  (meters)     100.75   (feet)  ADJUSTED  
 AE1225  ___________________________________________________________________
 AE1225  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AE1225  DYNAMIC HT  -          30.659 (meters)     100.59  (feet)  COMP
 AE1225  MODELED GRAV-     978,998.0   (mgal)                       NAVD 88
 AE1225
 AE1225  VERT ORDER  -  FIRST     CLASS II
 AE1225
 AE1225.The horizontal coordinates were scaled from a topographic map and have
 AE1225.an estimated accuracy of +/- 6 seconds.
 AE1225
 AE1225.The orthometric height was determined by differential leveling
 AE1225.and adjusted by the National Geodetic Survey in June 1991..
 AE1225
 AE1225.The geoid height was determined by GEOID03.
 AE1225
 AE1225.The dynamic height is computed by dividing the NAVD 88
 AE1225.geopotential number by the normal gravity value computed on the
 AE1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1225.degrees latitude (g = 980.6199 gals.).
 AE1225
 AE1225.The modeled gravity was interpolated from observed gravity values.
 AE1225
 AE1225;                    North         East    Units  Estimated Accuracy
 AE1225;SPC TX S     - 5,057,610.      336,490.      MT  (+/- 180 meters Scaled)
 AE1225
 AE1225                          SUPERSEDED SURVEY CONTROL
 AE1225
 AE1225.No superseded survey control is available for this station.
 AE1225
 AE1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP864965(NAD 83)
 AE1225_MARKER: I = METAL ROD
 AE1225_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1225_SP_SET: STAINLESS STEEL ROD
 AE1225_STAMPING: H 1421 1981
 AE1225_MARK LOGO: NGS   
 AE1225_PROJECTION: FLUSH
 AE1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1225_ROD/PIPE-DEPTH: 9.75 meters
 AE1225
 AE1225  HISTORY     - Date     Condition        Report By
 AE1225  HISTORY     - 1981     MONUMENTED       NGS
 AE1225  HISTORY     - 20040217 GOOD             INDIV
 AE1225
 AE1225                          STATION DESCRIPTION
 AE1225
 AE1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1225'5.1 KM (3.15 MI) EAST FROM PHARR.
 AE1225'5.1 KM (3.15 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE1225'OF U.S. HIGHWAY 281 IN PHARR, ALSO 1.2 KM (0.75 MI) WEST ALONG U.S.
 AE1225'HIGHWAY 83 BUSINESS FROM THE JUNCTION OF FARM ROAD 907 AT ALAMO, AT
 AE1225'THE JUNCTION OF MORNINGSIDE ROAD LEADING NORTH, 36.1 METERS (118.5 FT)
 AE1225'NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.0 METERS (42.8 FT) NORTH OF
 AE1225'THE NORTH RAIL OF THE MISSOURI PACIFIC RAILROAD TRACKS, 12.2 METERS
 AE1225'(39.9 FT) EAST OF THE CENTER OF THE ROAD, AND 0.79 METERS (2.6 FT)
 AE1225'SOUTH OF POWERLINE POLE WITH A TRANSFORMER.
 AE1225'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 AE1225'THE MARK IS 0.31 M BELOW ROAD.
 AE1225
 AE1225                          STATION RECOVERY (2004)
 AE1225
 AE1225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (EV)
 AE1225'RECOVERED BY HALFF ASSOCIATES, MCALLEN TEXAS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1304 ***********************************************************************
 AB1304  DESIGNATION -  H 1422
 AB1304  PID         -  AB1304
 AB1304  STATE/COUNTY-  TX/CAMERON
 AB1304  USGS QUAD   -  HARLINGEN (1983)
 AB1304
 AB1304                         *CURRENT SURVEY CONTROL
 AB1304  ___________________________________________________________________
 AB1304* NAD 83(1986)-  26 10 59.     (N)    097 44 33.     (W)     SCALED    
 AB1304* NAVD 88     -        13.244  (meters)      43.45   (feet)  ADJUSTED  
 AB1304  ___________________________________________________________________
 AB1304  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AB1304  DYNAMIC HT  -          13.223 (meters)      43.38  (feet)  COMP
 AB1304  MODELED GRAV-     979,030.5   (mgal)                       NAVD 88
 AB1304
 AB1304  VERT ORDER  -  FIRST     CLASS II
 AB1304
 AB1304.The horizontal coordinates were scaled from a topographic map and have
 AB1304.an estimated accuracy of +/- 6 seconds.
 AB1304
 AB1304.The orthometric height was determined by differential leveling
 AB1304.and adjusted by the National Geodetic Survey in June 1991..
 AB1304
 AB1304.The geoid height was determined by GEOID03.
 AB1304
 AB1304.The dynamic height is computed by dividing the NAVD 88
 AB1304.geopotential number by the normal gravity value computed on the
 AB1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1304.degrees latitude (g = 980.6199 gals.).
 AB1304
 AB1304.The modeled gravity was interpolated from observed gravity values.
 AB1304
 AB1304;                    North         East    Units  Estimated Accuracy
 AB1304;SPC TX S     - 5,057,440.      375,720.      MT  (+/- 180 meters Scaled)
 AB1304
 AB1304                          SUPERSEDED SURVEY CONTROL
 AB1304
 AB1304.No superseded survey control is available for this station.
 AB1304
 AB1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP256965(NAD 83)
 AB1304_MARKER: I = METAL ROD
 AB1304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1304_SP_SET: STAINLESS STEEL ROD
 AB1304_STAMPING: H 1422 1981
 AB1304_MARK LOGO: NGS   
 AB1304_PROJECTION: RECESSED 3 CENTIMETERS
 AB1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1304+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 AB1304_ROD/PIPE-DEPTH: 11.0 meters
 AB1304
 AB1304  HISTORY     - Date     Condition        Report By
 AB1304  HISTORY     - 1981     MONUMENTED       NGS
 AB1304  HISTORY     - 1991     GOOD             USPSQD
 AB1304  HISTORY     - 19910416 GOOD             USPSQD
 AB1304  HISTORY     - 19930212 GOOD             USPSQD
 AB1304  HISTORY     - 20030120 GOOD             LOCSUR
 AB1304  HISTORY     - 20040304 GOOD             GEOCAC
 AB1304
 AB1304                          STATION DESCRIPTION
 AB1304
 AB1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1304'4.9 KM (3.05 MI) WEST FROM HARLINGEN.
 AB1304'4.9 KM (3.05 MI) WEST ALONG HARRISON AVENUE (U.S. HIGHWAY 83 BUSINESS)
 AB1304'FROM THE JUNCTION OF COMMERCE STREET AT HARLINGEN, AT THE INTERSECTION
 AB1304'OF PALM BOULEVARD, 68.6 METERS (225.0 FT) NORTH OF THE CENTER OF THE
 AB1304'HIGHWAY, 15.8 METERS (52.0 FT) NORTH OF THE NORTH RAIL OF THE MISSOURI
 AB1304'PACIFIC RAILROAD, 5.2 METERS (17 .0 FT) EAST OF THE CENTER OF PALM
 AB1304'BOULEVARD, 13.7 METERS (45.0 FT) EAST-SOUTHEAST AND ACROSS PALM
 AB1304'BOULEVARD OF A WATER METER, 0.6 METER (2.0 FT) NORTH OF A POWERLINE
 AB1304'POLE WITH TWO GUY WIRES, 0.7 METER (2.3 FT) WEST OF A CORNER FENCE
 AB1304'POST.
 AB1304'THE MARK IS 0.76 METERS  SW FROM A WITNESS POST.
 AB1304'THE MARK IS 0.3 M ABOVE PALM BOULEVARD.
 AB1304
 AB1304                          STATION RECOVERY (1991)
 AB1304
 AB1304'RECOVERY NOTE BY US POWER SQUADRON 1991 (GG)
 AB1304'RECOVERED IN GOOD CONDITION.
 AB1304
 AB1304                          STATION RECOVERY (1991)
 AB1304
 AB1304'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1304'RECOVERED IN GOOD CONDITION.
 AB1304
 AB1304                          STATION RECOVERY (1993)
 AB1304
 AB1304'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1304'RECOVERED IN GOOD CONDITION.
 AB1304
 AB1304                          STATION RECOVERY (2003)
 AB1304
 AB1304'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (EV)
 AB1304'RECOVERED BY MGM ENGINEERING
 AB1304
 AB1304                          STATION RECOVERY (2004)
 AB1304
 AB1304'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1304'RECOVERED IN GOOD CONDITION.  HANDHELD GPS INDICATED COORDINATES AS
 AB1304'N26 10 59.5  W097 44 33.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0683 ***********************************************************************
 BP0683  DESIGNATION -  H 1426
 BP0683  PID         -  BP0683
 BP0683  STATE/COUNTY-  TX/PECOS
 BP0683  USGS QUAD   -  SADDLE BUTTE (1970)
 BP0683
 BP0683                         *CURRENT SURVEY CONTROL
 BP0683  ___________________________________________________________________
 BP0683* NAD 83(1986)-  30 54 07.     (N)    102 37 27.     (W)     SCALED    
 BP0683* NAVD 88     -       884.101  (meters)    2900.59   (feet)  ADJUSTED  
 BP0683  ___________________________________________________________________
 BP0683  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BP0683  DYNAMIC HT  -         882.770 (meters)    2896.22  (feet)  COMP
 BP0683  MODELED GRAV-     979,106.8   (mgal)                       NAVD 88
 BP0683
 BP0683  VERT ORDER  -  FIRST     CLASS II
 BP0683
 BP0683.The horizontal coordinates were scaled from a topographic map and have
 BP0683.an estimated accuracy of +/- 6 seconds.
 BP0683
 BP0683.The orthometric height was determined by differential leveling
 BP0683.and adjusted by the National Geodetic Survey in June 1991..
 BP0683
 BP0683.The geoid height was determined by GEOID03.
 BP0683
 BP0683.The dynamic height is computed by dividing the NAVD 88
 BP0683.geopotential number by the normal gravity value computed on the
 BP0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0683.degrees latitude (g = 980.6199 gals.).
 BP0683
 BP0683.The modeled gravity was interpolated from observed gravity values.
 BP0683
 BP0683;                    North         East    Units  Estimated Accuracy
 BP0683;SPC TX C     - 3,139,190.      481,030.      MT  (+/- 180 meters Scaled)
 BP0683
 BP0683                          SUPERSEDED SURVEY CONTROL
 BP0683
 BP0683.No superseded survey control is available for this station.
 BP0683
 BP0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ270211(NAD 83)
 BP0683_MARKER: I = METAL ROD
 BP0683_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0683_SP_SET: STAINLESS STEEL ROD
 BP0683_STAMPING: H 1426 1981
 BP0683_MARK LOGO: NGS   
 BP0683_PROJECTION: FLUSH
 BP0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0683_ROD/PIPE-DEPTH: 3.4  meters
 BP0683
 BP0683  HISTORY     - Date     Condition        Report By
 BP0683  HISTORY     - 1981     MONUMENTED       NGS
 BP0683
 BP0683                          STATION DESCRIPTION
 BP0683
 BP0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0683'24.2 KM (15.0 MI) NE FROM FORT STOCKTON.
 BP0683'20.8 KM (12.9 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0683'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, THENCE 3.4 KM (2.1
 BP0683'MI) NORTHEAST ALONG U.S. HIGHWAYS 67 AND 385 AND 22.3 METERS (73.2 FT)
 BP0683'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 BP0683'POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0683'THE MARK IS 0.3 METERS  NW FROM  A FENCE AND WITNESS POST
 BP0683'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0658 ***********************************************************************
 CC0658  DESIGNATION -  H 1427
 CC0658  PID         -  CC0658
 CC0658  STATE/COUNTY-  TX/UPTON
 CC0658  USGS QUAD   -  GIRVIN SE (1972)
 CC0658
 CC0658                         *CURRENT SURVEY CONTROL
 CC0658  ___________________________________________________________________
 CC0658* NAD 83(1986)-  31 06 50.     (N)    102 17 36.     (W)     SCALED    
 CC0658* NAVD 88     -       718.673  (meters)    2357.85   (feet)  ADJUSTED  
 CC0658  ___________________________________________________________________
 CC0658  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CC0658  DYNAMIC HT  -         717.646 (meters)    2354.48  (feet)  COMP
 CC0658  MODELED GRAV-     979,189.0   (mgal)                       NAVD 88
 CC0658
 CC0658  VERT ORDER  -  FIRST     CLASS II
 CC0658
 CC0658.The horizontal coordinates were scaled from a topographic map and have
 CC0658.an estimated accuracy of +/- 6 seconds.
 CC0658
 CC0658.The orthometric height was determined by differential leveling
 CC0658.and adjusted by the National Geodetic Survey in June 1991..
 CC0658
 CC0658.The geoid height was determined by GEOID03.
 CC0658
 CC0658.The dynamic height is computed by dividing the NAVD 88
 CC0658.geopotential number by the normal gravity value computed on the
 CC0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0658.degrees latitude (g = 980.6199 gals.).
 CC0658
 CC0658.The modeled gravity was interpolated from observed gravity values.
 CC0658
 CC0658;                    North         East    Units  Estimated Accuracy
 CC0658;SPC TX C     - 3,162,080.      513,070.      MT  (+/- 180 meters Scaled)
 CC0658
 CC0658                          SUPERSEDED SURVEY CONTROL
 CC0658
 CC0658.No superseded survey control is available for this station.
 CC0658
 CC0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ581453(NAD 83)
 CC0658_MARKER: DB = BENCH MARK DISK
 CC0658_SETTING: 66 = SET IN ROCK OUTCROP
 CC0658_SP_SET: ROCK OUTCROP
 CC0658_STAMPING: H 1427 1981
 CC0658_MARK LOGO: NGS   
 CC0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0658+STABILITY: POSITION/ELEVATION WELL
 CC0658
 CC0658  HISTORY     - Date     Condition        Report By
 CC0658  HISTORY     - 1981     MONUMENTED       NGS
 CC0658  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CC0658
 CC0658                          STATION DESCRIPTION
 CC0658
 CC0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0658'7.1 KM (4.4 MI) SW FROM MCCAMEY.
 CC0658'7.1 KM (4.4 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 CC0658'JUNCTION WITH FARM ROAD 305 IN MCCAMEY, IN A 4 BY 8 FT EXPOSED AREA OF
 CC0658'OUTCROPPING BEDROCK, 27.3 METERS (89.6 FT) WEST OF THE CENTER OF A
 CC0658'PIPELINE AND 10.0 METERS (32.8 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 CC0658'OF THE HIGHWAY.
 CC0658'THE MARK IS 13.3 METERS  NNW FROM  A FENCE AND WITNESS POST
 CC0658'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0658
 CC0658                          STATION RECOVERY (2001)
 CC0658
 CC0658'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0678 ***********************************************************************
 CB0678  DESIGNATION -  H 1428
 CB0678  PID         -  CB0678
 CB0678  STATE/COUNTY-  TX/REAGAN
 CB0678  USGS QUAD   -  TEXON (1970)
 CB0678
 CB0678                         *CURRENT SURVEY CONTROL
 CB0678  ___________________________________________________________________
 CB0678* NAD 83(1986)-  31 13 52.     (N)    101 43 18.     (W)     SCALED    
 CB0678* NAVD 88     -       825.085  (meters)    2706.97   (feet)  ADJUSTED  
 CB0678  ___________________________________________________________________
 CB0678  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CB0678  DYNAMIC HT  -         823.883 (meters)    2703.02  (feet)  COMP
 CB0678  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 CB0678
 CB0678  VERT ORDER  -  FIRST     CLASS II
 CB0678
 CB0678.The horizontal coordinates were scaled from a topographic map and have
 CB0678.an estimated accuracy of +/- 6 seconds.
 CB0678
 CB0678.The orthometric height was determined by differential leveling
 CB0678.and adjusted by the National Geodetic Survey in June 1991..
 CB0678
 CB0678.The geoid height was determined by GEOID03.
 CB0678
 CB0678.The dynamic height is computed by dividing the NAVD 88
 CB0678.geopotential number by the normal gravity value computed on the
 CB0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0678.degrees latitude (g = 980.6199 gals.).
 CB0678
 CB0678.The modeled gravity was interpolated from observed gravity values.
 CB0678
 CB0678;                    North         East    Units  Estimated Accuracy
 CB0678;SPC TX C     - 3,174,250.      567,750.      MT  (+/- 180 meters Scaled)
 CB0678
 CB0678                          SUPERSEDED SURVEY CONTROL
 CB0678
 CB0678.No superseded survey control is available for this station.
 CB0678
 CB0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV407584(NAD 83)
 CB0678_MARKER: I = METAL ROD
 CB0678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0678_SP_SET: STAINLESS STEEL ROD
 CB0678_STAMPING: H 1428 1981
 CB0678_MARK LOGO: NGS   
 CB0678_PROJECTION: FLUSH
 CB0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0678_ROD/PIPE-DEPTH: 3.4  meters
 CB0678
 CB0678  HISTORY     - Date     Condition        Report By
 CB0678  HISTORY     - 1981     MONUMENTED       NGS
 CB0678
 CB0678                          STATION DESCRIPTION
 CB0678
 CB0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0678'20.9 KM (13.0 MI) EAST FROM RANKIN.
 CB0678'20.9 KM (13.0 MI) EASTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CB0678'WITH STATE HIGHWAY 349 IN RANKIN, 27.0 METERS (88.7 FT) NORTH OF THE
 CB0678'CENTERLINE OF THE HIGHWAY, AND 0.8 METER (2.7 FT) WEST OF A SMALL
 CB0678'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CB0678'CAP.
 CB0678'THE MARK IS 0.5 METERS  S FROM  A FENCE AND WITNESS POST
 CB0678'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0754 ***********************************************************************
 CA0754  DESIGNATION -  H 1429
 CA0754  PID         -  CA0754
 CA0754  STATE/COUNTY-  TX/MCCULLOCH
 CA0754  USGS QUAD   -  WEST SWEDEN (1987)
 CA0754
 CA0754                         *CURRENT SURVEY CONTROL
 CA0754  ___________________________________________________________________
 CA0754* NAD 83(1986)-  31 11 51.     (N)    099 29 36.     (W)     SCALED    
 CA0754* NAVD 88     -       583.688  (meters)    1914.98   (feet)  ADJUSTED  
 CA0754  ___________________________________________________________________
 CA0754  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CA0754  DYNAMIC HT  -         582.898 (meters)    1912.39  (feet)  COMP
 CA0754  MODELED GRAV-     979,267.4   (mgal)                       NAVD 88
 CA0754
 CA0754  VERT ORDER  -  FIRST     CLASS II
 CA0754
 CA0754.The horizontal coordinates were scaled from a topographic map and have
 CA0754.an estimated accuracy of +/- 6 seconds.
 CA0754
 CA0754.The orthometric height was determined by differential leveling
 CA0754.and adjusted by the National Geodetic Survey in June 1991..
 CA0754
 CA0754.The geoid height was determined by GEOID03.
 CA0754
 CA0754.The dynamic height is computed by dividing the NAVD 88
 CA0754.geopotential number by the normal gravity value computed on the
 CA0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0754.degrees latitude (g = 980.6199 gals.).
 CA0754
 CA0754.The modeled gravity was interpolated from observed gravity values.
 CA0754
 CA0754;                    North         East    Units  Estimated Accuracy
 CA0754;SPC TX C     - 3,170,000.      780,050.      MT  (+/- 180 meters Scaled)
 CA0754
 CA0754                          SUPERSEDED SURVEY CONTROL
 CA0754
 CA0754.No superseded survey control is available for this station.
 CA0754
 CA0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV530515(NAD 83)
 CA0754_MARKER: DB = BENCH MARK DISK
 CA0754_SETTING: 66 = SET IN ROCK OUTCROP
 CA0754_SP_SET: ROCK OUTCROP
 CA0754_STAMPING: H 1429 1981
 CA0754_MARK LOGO: NGS   
 CA0754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0754+STABILITY: POSITION/ELEVATION WELL
 CA0754
 CA0754  HISTORY     - Date     Condition        Report By
 CA0754  HISTORY     - 1981     MONUMENTED       NGS
 CA0754  HISTORY     - 19970709 GOOD             USPSQD
 CA0754  HISTORY     - 20010219 GOOD             USPSQD
 CA0754
 CA0754                          STATION DESCRIPTION
 CA0754
 CA0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0754'17.3 KM (10.75 MI) NW FROM BRADY.
 CA0754'17.3 KM (10.75 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM THE
 CA0754'COURTHOUSE IN BRADY, 0.2 KM (0.1 MI) EAST OF A GRAVELED CROSSROAD, AT
 CA0754'A HIGHWAY CUT, IN TOP OF A 2 BY 5 FT EXPOSED AREA OF OUTCROPPING
 CA0754'BEDROCK, 16.0 METERS (52.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY
 CA0754'AND 2.8 METERS (9.2 FT) NORTH OF A FENCE.
 CA0754'THE MARK IS 0.35 METERS  E FROM A WITNESS POST.
 CA0754'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 CA0754
 CA0754                          STATION RECOVERY (1997)
 CA0754
 CA0754'RECOVERY NOTE BY US POWER SQUADRON 1997
 CA0754'RECOVERED IN GOOD CONDITION.
 CA0754
 CA0754                          STATION RECOVERY (2001)
 CA0754
 CA0754'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CA0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0183 ***********************************************************************
 CV0183  DESIGNATION -  H 143
 CV0183  PID         -  CV0183
 CV0183  STATE/COUNTY-  TX/GAINES
 CV0183  USGS QUAD   -  SEAGRAVES SW (1970)
 CV0183
 CV0183                         *CURRENT SURVEY CONTROL
 CV0183  ___________________________________________________________________
 CV0183* NAD 83(1986)-  32 52 11.     (N)    102 38 25.     (W)     SCALED    
 CV0183* NAVD 88     -      1032.668  (meters)    3388.01   (feet)  ADJUSTED  
 CV0183  ___________________________________________________________________
 CV0183  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 CV0183  DYNAMIC HT  -        1031.297 (meters)    3383.51  (feet)  COMP
 CV0183  MODELED GRAV-     979,274.5   (mgal)                       NAVD 88
 CV0183
 CV0183  VERT ORDER  -  FIRST     CLASS II
 CV0183
 CV0183.The horizontal coordinates were scaled from a topographic map and have
 CV0183.an estimated accuracy of +/- 6 seconds.
 CV0183
 CV0183.The orthometric height was determined by differential leveling
 CV0183.and adjusted by the National Geodetic Survey in June 1991..
 CV0183
 CV0183.The geoid height was determined by GEOID03.
 CV0183
 CV0183.The dynamic height is computed by dividing the NAVD 88
 CV0183.geopotential number by the normal gravity value computed on the
 CV0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0183.degrees latitude (g = 980.6199 gals.).
 CV0183
 CV0183.The modeled gravity was interpolated from observed gravity values.
 CV0183
 CV0183;                    North         East    Units  Estimated Accuracy
 CV0183;SPC TXNC     - 2,141,040.      212,660.      MT  (+/- 180 meters Scaled)
 CV0183
 CV0183                          SUPERSEDED SURVEY CONTROL
 CV0183
 CV0183  NGVD 29 (??/??/92) 1032.360  (m)         3387.00   (f) ADJ UNCH    1 2
 CV0183
 CV0183.Superseded values are not recommended for survey control.
 CV0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0183.See file dsdata.txt to determine how the superseded data were derived.
 CV0183
 CV0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS207393(NAD 83)
 CV0183_MARKER: DB = BENCH MARK DISK
 CV0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0183_STAMPING: H 143 1934
 CV0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0183+STABILITY: SURFACE MOTION
 CV0183
 CV0183  HISTORY     - Date     Condition        Report By
 CV0183  HISTORY     - 1934     MONUMENTED       CGS
 CV0183  HISTORY     - 1963     MARK NOT FOUND   NGS
 CV0183  HISTORY     - 1969     MARK NOT FOUND   USGS
 CV0183
 CV0183                          STATION DESCRIPTION
 CV0183
 CV0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CV0183'6.6 MI SW FROM SEAGRAVES.
 CV0183'6.6 MILES SOUTHWEST ALONG STATE HIGHWAY 137 FROM THE PANHANDLE AND
 CV0183'SANTA FE RAILWAY STATION AT SEAGRAVES, GAINES COUNTY, ABOUT 46 YARDS
 CV0183'EAST OF THE GATE LEADING TO THE W. S. WHARTON FARM, ABOUT 50 FEET EAST
 CV0183'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF A POLE, AND AT THE
 CV0183'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED 3387.001 H 143 1934
 CV0183'AND SET IN THE TOP OF A CONCRETE POST.
 CV0183
 CV0183                          STATION RECOVERY (1969)
 CV0183
 CV0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CV0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0729 ***********************************************************************
 CA0729  DESIGNATION -  H 1430
 CA0729  PID         -  CA0729
 CA0729  STATE/COUNTY-  TX/CONCHO
 CA0729  USGS QUAD   -  LIVE OAK (1970)
 CA0729
 CA0729                         *CURRENT SURVEY CONTROL
 CA0729  ___________________________________________________________________
 CA0729* NAD 83(1986)-  31 13 02.     (N)    099 56 10.     (W)     SCALED    
 CA0729* NAVD 88     -       651.025  (meters)    2135.90   (feet)  ADJUSTED  
 CA0729  ___________________________________________________________________
 CA0729  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CA0729  DYNAMIC HT  -         650.121 (meters)    2132.94  (feet)  COMP
 CA0729  MODELED GRAV-     979,229.6   (mgal)                       NAVD 88
 CA0729
 CA0729  VERT ORDER  -  FIRST     CLASS II
 CA0729
 CA0729.The horizontal coordinates were scaled from a topographic map and have
 CA0729.an estimated accuracy of +/- 6 seconds.
 CA0729
 CA0729.The orthometric height was determined by differential leveling
 CA0729.and adjusted by the National Geodetic Survey in June 1991..
 CA0729
 CA0729.The geoid height was determined by GEOID03.
 CA0729
 CA0729.The dynamic height is computed by dividing the NAVD 88
 CA0729.geopotential number by the normal gravity value computed on the
 CA0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0729.degrees latitude (g = 980.6199 gals.).
 CA0729
 CA0729.The modeled gravity was interpolated from observed gravity values.
 CA0729
 CA0729;                    North         East    Units  Estimated Accuracy
 CA0729;SPC TX C     - 3,171,960.      737,850.      MT  (+/- 180 meters Scaled)
 CA0729
 CA0729                          SUPERSEDED SURVEY CONTROL
 CA0729
 CA0729.No superseded survey control is available for this station.
 CA0729
 CA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV108540(NAD 83)
 CA0729_MARKER: DB = BENCH MARK DISK
 CA0729_SETTING: 66 = SET IN ROCK OUTCROP
 CA0729_SP_SET: ROCK OUTCROP
 CA0729_STAMPING: H 1430 1981
 CA0729_MARK LOGO: NGS   
 CA0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0729
 CA0729  HISTORY     - Date     Condition        Report By
 CA0729  HISTORY     - 1981     MONUMENTED       NGS
 CA0729  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA0729
 CA0729                          STATION DESCRIPTION
 CA0729
 CA0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0729'8.8 KM (5.45 MI) WEST FROM EDEN.
 CA0729'8.8 KM (5.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION
 CA0729'WITH U.S. HIGHWAY 83 IN EDEN, 0.8 KM (0.5 MI) WEST OF FARM ROAD 176,
 CA0729'IN TOP OF A 3 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 15.3 METERS
 CA0729'(50.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 6.2 METERS (20.3
 CA0729'FT) NORTH OF A FENCE.
 CA0729'THE MARK IS 6.2 METERS  N FROM A WITNESS POST.
 CA0729'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0729
 CA0729                          STATION RECOVERY (1999)
 CA0729
 CA0729'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1575 ***********************************************************************
 AJ1575  DESIGNATION -  H 1430 RESET
 AJ1575  PID         -  AJ1575
 AJ1575  STATE/COUNTY-  TX/CONCHO
 AJ1575  USGS QUAD   -  LIVE OAK (1970)
 AJ1575
 AJ1575                         *CURRENT SURVEY CONTROL
 AJ1575  ___________________________________________________________________
 AJ1575* NAD 83(1986)-  31 13 02.     (N)    099 56 11.     (W)     SCALED    
 AJ1575* NAVD 88     -       647.74   (meters)    2125.1    (feet)  RESET     
 AJ1575  ___________________________________________________________________
 AJ1575  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AJ1575
 AJ1575  VERT ORDER  -  THIRD
 AJ1575
 AJ1575.The horizontal coordinates were scaled from a topographic map and have
 AJ1575.an estimated accuracy of +/- 6 seconds.
 AJ1575
 AJ1575.The orthometric height was computed from unverified reset data.
 AJ1575.No vertical observational check was made to the station.
 AJ1575
 AJ1575.The geoid height was determined by GEOID03.
 AJ1575
 AJ1575;                    North         East    Units  Estimated Accuracy
 AJ1575;SPC TX C     - 3,171,960.      737,820.      MT  (+/- 180 meters Scaled)
 AJ1575
 AJ1575                          SUPERSEDED SURVEY CONTROL
 AJ1575
 AJ1575.No superseded survey control is available for this station.
 AJ1575
 AJ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV108540(NAD 83)
 AJ1575_MARKER: DD = SURVEY DISK
 AJ1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1575_STAMPING: H 1430 RESET 1999
 AJ1575_MARK LOGO: TXDOT 
 AJ1575_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1575+STABILITY: SURFACE MOTION
 AJ1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1575+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1575
 AJ1575  HISTORY     - Date     Condition        Report By
 AJ1575  HISTORY     - 1999     MONUMENTED       NGS
 AJ1575
 AJ1575                          STATION DESCRIPTION
 AJ1575
 AJ1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RLZ)
 AJ1575'THE STATION IS LOCATED ABOUT 34.5 MILES (55.5 KM) SOUTHEAST FROM SAN
 AJ1575'ANGELO, 23 MILES (37.0 KM) NORTH-NORTHWEST FROM MENARD, AND 5.5 MILES
 AJ1575'(8.9 KM) WEST FROM EDEN, ON THE SOUTH RIGHT-OF-WAY OF U.S.  HIGHWAY 87
 AJ1575'AND ON PROPERTY OF THE TEXAS DEPARTMENT OF TRANSPORTATION.  TO REACH
 AJ1575'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 83 AND 87 IN EDEN, GO
 AJ1575'WEST ON HIGHWAY 87 FOR 5.5 MILES (8.9 KM) TO THE STATION ON LEFT.  THE
 AJ1575'STATION IS A TEXAS DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MARKER
 AJ1575'DISK SET IN THE TOP OF AN 8-INCH CONCRETE MONUMENT APPROXIMATELY 36
 AJ1575'INCHES IN DEPTH AND FLUSH WITH THE GROUND. IT IS 0.41 METER (1.35 FT)
 AJ1575'NORTH-NORTHEAST FROM A RIGHT-OF-WAY FENCE CORNER AND IS TO BE 58.0
 AJ1575'METERS (190.3 FT) SOUTH FROM THE PROPOSED CENTER OF THE HIGHWAY.  IT
 AJ1575'IS ALSO CALLED STATION 23+600.001 ON THE PLANS OF CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0775 ***********************************************************************
 CB0775  DESIGNATION -  H 1431
 CB0775  PID         -  CB0775
 CB0775  STATE/COUNTY-  TX/TOM GREEN
 CB0775  USGS QUAD   -  WALL (1984)
 CB0775
 CB0775                         *CURRENT SURVEY CONTROL
 CB0775  ___________________________________________________________________
 CB0775* NAD 83(1986)-  31 22 25.     (N)    100 16 44.     (W)     SCALED    
 CB0775* NAVD 88     -       570.157  (meters)    1870.59   (feet)  ADJUSTED  
 CB0775  ___________________________________________________________________
 CB0775  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0775  DYNAMIC HT  -         569.375 (meters)    1868.02  (feet)  COMP
 CB0775  MODELED GRAV-     979,251.4   (mgal)                       NAVD 88
 CB0775
 CB0775  VERT ORDER  -  FIRST     CLASS II
 CB0775
 CB0775.The horizontal coordinates were scaled from a topographic map and have
 CB0775.an estimated accuracy of +/- 6 seconds.
 CB0775
 CB0775.The orthometric height was determined by differential leveling
 CB0775.and adjusted by the National Geodetic Survey in June 1991..
 CB0775
 CB0775.The geoid height was determined by GEOID03.
 CB0775
 CB0775.The dynamic height is computed by dividing the NAVD 88
 CB0775.geopotential number by the normal gravity value computed on the
 CB0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0775.degrees latitude (g = 980.6199 gals.).
 CB0775
 CB0775.The modeled gravity was interpolated from observed gravity values.
 CB0775
 CB0775;                    North         East    Units  Estimated Accuracy
 CB0775;SPC TX C     - 3,189,230.      705,180.      MT  (+/- 180 meters Scaled)
 CB0775
 CB0775                          SUPERSEDED SURVEY CONTROL
 CB0775
 CB0775.No superseded survey control is available for this station.
 CB0775
 CB0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV783717(NAD 83)
 CB0775_MARKER: I = METAL ROD
 CB0775_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0775_SP_SET: STAINLESS STEEL ROD
 CB0775_STAMPING: H 1431 1981
 CB0775_MARK LOGO: NGS   
 CB0775_PROJECTION: FLUSH
 CB0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0775_ROD/PIPE-DEPTH: 4.9  meters
 CB0775
 CB0775  HISTORY     - Date     Condition        Report By
 CB0775  HISTORY     - 1981     MONUMENTED       NGS
 CB0775
 CB0775                          STATION DESCRIPTION
 CB0775
 CB0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0775'20.0 KM (12.45 MI) SE FROM SAN ANGELO.
 CB0775'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0775'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 9.3 KM (5.8 MI)
 CB0775'SOUTHEASTERLY ALONG U. S. HIGHWAY 87, 16.0 METERS (52.5 FT) SOUTH OF
 CB0775'THE CENTERLINE OF THE HIGHWAY, 9.5 METERS (31.2 FT) WEST OF THE CENTER
 CB0775'OF A GRAVELED ROAD LEADING SOUTH AND 1.2 METERS (3.9 FT) WEST OF A
 CB0775'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CB0775'CAP.
 CB0775'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CB0775'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0496 ***********************************************************************
 AZ0496  DESIGNATION -  H 1432
 AZ0496  PID         -  AZ0496
 AZ0496  STATE/COUNTY-  TX/KINNEY
 AZ0496  USGS QUAD   -  SPOFFORD (1974)
 AZ0496
 AZ0496                         *CURRENT SURVEY CONTROL
 AZ0496  ___________________________________________________________________
 AZ0496* NAD 83(1986)-  29 09 01.     (N)    100 22 45.     (W)     SCALED    
 AZ0496* NAVD 88     -       288.562  (meters)     946.72   (feet)  ADJUSTED  
 AZ0496  ___________________________________________________________________
 AZ0496  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0496  DYNAMIC HT  -         288.141 (meters)     945.34  (feet)  COMP
 AZ0496  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 AZ0496
 AZ0496  VERT ORDER  -  FIRST     CLASS II
 AZ0496
 AZ0496.The horizontal coordinates were scaled from a topographic map and have
 AZ0496.an estimated accuracy of +/- 6 seconds.
 AZ0496
 AZ0496.The orthometric height was determined by differential leveling
 AZ0496.and adjusted by the National Geodetic Survey in June 1991..
 AZ0496
 AZ0496.The geoid height was determined by GEOID03.
 AZ0496
 AZ0496.The dynamic height is computed by dividing the NAVD 88
 AZ0496.geopotential number by the normal gravity value computed on the
 AZ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0496.degrees latitude (g = 980.6199 gals.).
 AZ0496
 AZ0496.The modeled gravity was interpolated from observed gravity values.
 AZ0496
 AZ0496;                    North         East    Units  Estimated Accuracy
 AZ0496;SPC TXSC     - 4,146,740.      465,830.      MT  (+/- 180 meters Scaled)
 AZ0496
 AZ0496                          SUPERSEDED SURVEY CONTROL
 AZ0496
 AZ0496.No superseded survey control is available for this station.
 AZ0496
 AZ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT658254(NAD 83)
 AZ0496_MARKER: I = METAL ROD
 AZ0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0496_SP_SET: STAINLESS STEEL ROD
 AZ0496_STAMPING: H 1432 1982
 AZ0496_MARK LOGO: NGS   
 AZ0496_PROJECTION: FLUSH
 AZ0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0496_ROD/PIPE-DEPTH: 3.4  meters
 AZ0496
 AZ0496  HISTORY     - Date     Condition        Report By
 AZ0496  HISTORY     - 1982     MONUMENTED       NGS
 AZ0496  HISTORY     - 19960109 GOOD             USPSQD
 AZ0496
 AZ0496                          STATION DESCRIPTION
 AZ0496
 AZ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0496'4.6 KM (2.85 MI) SE FROM SPOFFORD.
 AZ0496'4.6 KM (2.85 MI) SOUTHEAST ALONG FARM ROAD 1572 FROM THE JUNCTION OF
 AZ0496'STATE ROUTE 131 IN SPOFFORD, AT A METAL GATE AND FIELD ROAD LEADING
 AZ0496'SOUTH ALONG A NORTH SOUTH FENCE LINE, 19.2 METERS (63.0 FT) SOUTH OF
 AZ0496'CENTERLINE OF ROAD, 15.2 METERS (50.0 FT) EAST OF CENTER OF A METAL
 AZ0496'GATE, 13.1 METERS (43.0 FT) EAST OF A NORTH SOUTH FENCE LINE CORNER
 AZ0496'POST, 0.30 METERS (1.0 FT) NORTH OF A FENCE.  NOTE, ROD DRIVEN TO
 AZ0496'REFUSAL.
 AZ0496'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 AZ0496'THE MARK IS ABOVE LEVEL WITH ROAD.
 AZ0496
 AZ0496                          STATION RECOVERY (1996)
 AZ0496
 AZ0496'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1601 ***********************************************************************
 AY1601  DESIGNATION -  H 1433
 AY1601  PID         -  AY1601
 AY1601  STATE/COUNTY-  TX/UVALDE
 AY1601  USGS QUAD   -  SABINAL (1970)
 AY1601
 AY1601                         *CURRENT SURVEY CONTROL
 AY1601  ___________________________________________________________________
 AY1601* NAD 83(1986)-  29 19 32.     (N)    099 25 42.     (W)     SCALED    
 AY1601* NAVD 88     -       281.539  (meters)     923.68   (feet)  ADJUSTED  
 AY1601  ___________________________________________________________________
 AY1601  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AY1601  DYNAMIC HT  -         281.130 (meters)     922.34  (feet)  COMP
 AY1601  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AY1601
 AY1601  VERT ORDER  -  FIRST     CLASS II
 AY1601
 AY1601.The horizontal coordinates were scaled from a topographic map and have
 AY1601.an estimated accuracy of +/- 6 seconds.
 AY1601
 AY1601.The orthometric height was determined by differential leveling
 AY1601.and adjusted by the National Geodetic Survey in June 1991..
 AY1601
 AY1601.The geoid height was determined by GEOID03.
 AY1601
 AY1601.The dynamic height is computed by dividing the NAVD 88
 AY1601.geopotential number by the normal gravity value computed on the
 AY1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1601.degrees latitude (g = 980.6199 gals.).
 AY1601
 AY1601.The modeled gravity was interpolated from observed gravity values.
 AY1601
 AY1601;                    North         East    Units  Estimated Accuracy
 AY1601;SPC TXSC     - 4,165,450.      558,400.      MT  (+/- 180 meters Scaled)
 AY1601
 AY1601                          SUPERSEDED SURVEY CONTROL
 AY1601
 AY1601.No superseded survey control is available for this station.
 AY1601
 AY1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT584441(NAD 83)
 AY1601_MARKER: DB = BENCH MARK DISK
 AY1601_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AY1601+WITH SETTING: PAVEMENT
 AY1601_SP_SET: BRIDGE PIER MAT
 AY1601_STAMPING: H 1433 1982
 AY1601_MARK LOGO: NGS   
 AY1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1601
 AY1601  HISTORY     - Date     Condition        Report By
 AY1601  HISTORY     - 1982     MONUMENTED       NGS
 AY1601  HISTORY     - 20021029 MARK NOT FOUND   USPSQD
 AY1601
 AY1601                          STATION DESCRIPTION
 AY1601
 AY1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1601'4.0 KM (2.5 MI) EAST FROM SABINAL.
 AY1601'4.0 KM (2.5 MI) EASTERLY ALONG A GRAVEL ROAD (RAILROAD SERVICE ROAD)
 AY1601'FROM THE SOUTHERN PACIFIC RAILROAD CROSSING OF RANCH ROAD 187 IN
 AY1601'SABINAL, ALSO 0.25 KM (0.15 MI) SOUTHWEST OF MILEPOLE 277, ROAD
 AY1601'PARALLELS RAILROAD TRACKS ON SOUTH SIDE, AT A WOODEN RAILROAD TRESTLE,
 AY1601'SET IN TOP OF THE SOUTHEAST CORNER OF A 3 BY 20 FOOT CONCRETE PIER MAT
 AY1601'WHICH IS NOW ABANDONED, 8.2 METERS (27.0 FT) NORTHWEST OF A RAILROAD
 AY1601'SERVICE ROAD, 13.1 METERS (43.0 FT) NORTHWEST OF A FENCE LINE, AND
 AY1601'1.8 METERS (6.0 FT) NORTHEAST OF THE FIRST SET OF WOODEN RAILROAD
 AY1601'TRESTLE PIERS AT THE WEST EDGE OF TRESTLE.
 AY1601'THE MARK IS 0.41 M ABOVE SERVICE ROAD.
 AY1601
 AY1601                          STATION RECOVERY (2002)
 AY1601
 AY1601'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1610 ***********************************************************************
 AY1610  DESIGNATION -  H 1434
 AY1610  PID         -  AY1610
 AY1610  STATE/COUNTY-  TX/MEDINA
 AY1610  USGS QUAD   -  HONDO (1982)
 AY1610
 AY1610                         *CURRENT SURVEY CONTROL
 AY1610  ___________________________________________________________________
 AY1610* NAD 83(1986)-  29 20 11.     (N)    099 12 47.     (W)     SCALED    
 AY1610* NAVD 88     -       273.365  (meters)     896.87   (feet)  ADJUSTED  
 AY1610  ___________________________________________________________________
 AY1610  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AY1610  DYNAMIC HT  -         272.967 (meters)     895.56  (feet)  COMP
 AY1610  MODELED GRAV-     979,183.0   (mgal)                       NAVD 88
 AY1610
 AY1610  VERT ORDER  -  FIRST     CLASS II
 AY1610
 AY1610.The horizontal coordinates were scaled from a topographic map and have
 AY1610.an estimated accuracy of +/- 6 seconds.
 AY1610
 AY1610.The orthometric height was determined by differential leveling
 AY1610.and adjusted by the National Geodetic Survey in June 1991..
 AY1610
 AY1610.The geoid height was determined by GEOID03.
 AY1610
 AY1610.The dynamic height is computed by dividing the NAVD 88
 AY1610.geopotential number by the normal gravity value computed on the
 AY1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1610.degrees latitude (g = 980.6199 gals.).
 AY1610
 AY1610.The modeled gravity was interpolated from observed gravity values.
 AY1610
 AY1610;                    North         East    Units  Estimated Accuracy
 AY1610;SPC TXSC     - 4,166,600.      579,310.      MT  (+/- 180 meters Scaled)
 AY1610
 AY1610                          SUPERSEDED SURVEY CONTROL
 AY1610
 AY1610.No superseded survey control is available for this station.
 AY1610
 AY1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT793452(NAD 83)
 AY1610_MARKER: I = METAL ROD
 AY1610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1610_SP_SET: STAINLESS STEEL ROD
 AY1610_STAMPING: H 1434 1982
 AY1610_MARK LOGO: NGS   
 AY1610_PROJECTION: FLUSH
 AY1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1610_ROD/PIPE-DEPTH: 6.4  meters
 AY1610
 AY1610  HISTORY     - Date     Condition        Report By
 AY1610  HISTORY     - 1982     MONUMENTED       NGS
 AY1610  HISTORY     - 19950427 GOOD             USPSQD
 AY1610  HISTORY     - 19970430 MARK NOT FOUND   USPSQD
 AY1610  HISTORY     - 20011113 GOOD             USPSQD
 AY1610  HISTORY     - 20021029 MARK NOT FOUND   USPSQD
 AY1610  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1610
 AY1610                          STATION DESCRIPTION
 AY1610
 AY1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1610'6.9 KM (4.25 MI) EAST FROM D HANIS.
 AY1610'6.9 KM (4.25 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1610'ROAD 1796 IN D HANIS, AT THREE HIGH VOLTAGE TRANSFORMERS, ATTACHED TO
 AY1610'TWO POWERLINE POLES, 17.1 METERS (56.0 FT) NORTH OF CENTERLINE OF
 AY1610'HIGHWAY, 9.1 METERS (30.0 FT) WEST OF A TELEPHONE CABLE WARNING POST,
 AY1610'AND 0.30 METERS (1.0 FT) EAST OF THE MOST EAST ONE OF TWO SUPPORT
 AY1610'POLES FOR THREE TRANSFORMERS.  NOTE, ROD DRIVEN TO REFUSAL.
 AY1610'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AY1610'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1610
 AY1610                          STATION RECOVERY (1995)
 AY1610
 AY1610'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1610'RECOVERED IN GOOD CONDITION.
 AY1610
 AY1610                          STATION RECOVERY (1997)
 AY1610
 AY1610'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1610'MARK NOT FOUND.
 AY1610
 AY1610                          STATION RECOVERY (2001)
 AY1610
 AY1610'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1610'RECOVERED IN GOOD CONDITION.
 AY1610
 AY1610                          STATION RECOVERY (2002)
 AY1610
 AY1610'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1610'MARK NOT FOUND.
 AY1610
 AY1610                          STATION RECOVERY (2005)
 AY1610
 AY1610'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1200 ***********************************************************************
 AB1200  DESIGNATION -  H 1435
 AB1200  PID         -  AB1200
 AB1200  STATE/COUNTY-  TX/CAMERON
 AB1200  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB1200
 AB1200                         *CURRENT SURVEY CONTROL
 AB1200  ___________________________________________________________________
 AB1200* NAD 83(1986)-  25 56 09.     (N)    097 30 37.     (W)     SCALED    
 AB1200* NAVD 88     -         9.344  (meters)      30.66   (feet)  ADJUSTED  
 AB1200  ___________________________________________________________________
 AB1200  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 AB1200  DYNAMIC HT  -           9.329 (meters)      30.61  (feet)  COMP
 AB1200  MODELED GRAV-     979,029.1   (mgal)                       NAVD 88
 AB1200
 AB1200  VERT ORDER  -  FIRST     CLASS II
 AB1200
 AB1200.The horizontal coordinates were scaled from a topographic map and have
 AB1200.an estimated accuracy of +/- 6 seconds.
 AB1200
 AB1200.The orthometric height was determined by differential leveling
 AB1200.and adjusted by the National Geodetic Survey in June 1991..
 AB1200
 AB1200.The geoid height was determined by GEOID03.
 AB1200
 AB1200.The dynamic height is computed by dividing the NAVD 88
 AB1200.geopotential number by the normal gravity value computed on the
 AB1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1200.degrees latitude (g = 980.6199 gals.).
 AB1200
 AB1200.The modeled gravity was interpolated from observed gravity values.
 AB1200
 AB1200;                    North         East    Units  Estimated Accuracy
 AB1200;SPC TX S     - 5,030,210.      399,150.      MT  (+/- 180 meters Scaled)
 AB1200
 AB1200                          SUPERSEDED SURVEY CONTROL
 AB1200
 AB1200.No superseded survey control is available for this station.
 AB1200
 AB1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP491694(NAD 83)
 AB1200_MARKER: I = METAL ROD
 AB1200_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1200_SP_SET: STAINLESS STEEL ROD
 AB1200_STAMPING: H 1435 1981
 AB1200_MARK LOGO: NGS   
 AB1200_PROJECTION: FLUSH
 AB1200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1200_ROD/PIPE-DEPTH: 14.6 meters
 AB1200
 AB1200  HISTORY     - Date     Condition        Report By
 AB1200  HISTORY     - 1981     MONUMENTED       NGS
 AB1200  HISTORY     - 19910327 GOOD             USPSQD
 AB1200
 AB1200                          STATION DESCRIPTION
 AB1200
 AB1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1200'4.7 KM (2.9 MI) NNW FROM BROWNSVILLE.
 AB1200'0.2 KM (0.1 MI) NORTHEAST ALONG ELEVENTH STREET FROM THE POST OFFICE
 AB1200'AND ELIZABETH STREET IN BROWNSVILLE, THENCE 2.1 KM (1.3 MI) NORTHWEST
 AB1200'ALONG BUSINESS U.S. HIGHWAY 77, THENCE 2.4 KM (1.5 MI) NORTH ALONG
 AB1200'BUSINESS U.S. HIGHWAY 77 AT THE PLAZA SQUARE MOTOR LODGE, 0.1 KM (1.5
 AB1200'MI) SOUTH OF WEST PRICE ROAD LEADING EAST, SET SOUTH OF A COLLECTION
 AB1200'OF MAIL BOXES ON THE WEST SIDE OF THE HIGHWAY, 15.8 METERS (52.0 FT)
 AB1200'WEST OF THE CENTER OF HIGHWAY 77, 0.76 METERS (2.5 FT) SOUTH OF A
 AB1200'COLLECTION MAIL BOX, 3.0 (10.0 FT) EAST NORTHEAST OF A LARGE CITY
 AB1200'GAS METER, 0.6 METER (2.0 FT) WEST OF THE WEST CURB OF HIGHWAY 77,
 AB1200'2.9 METERS (9.5 FT) NORTH OF A GUY WIRE ANCHOR, 91.4 METERS (300.0 FT)
 AB1200'SOUTH OF THE CENTER OF THE NORTH ENTRANCE TO THE PLAZA SQUARE MOTOR
 AB1200'LODGE, AND 20.4 METERS (67.0 FT) NORTH OF THE CENTER OF THE ENTRANCE
 AB1200'TO JIMS LOUNGE.
 AB1200'THE MARK IS 0.3 M ABOVE HIGHWAY 77.
 AB1200
 AB1200                          STATION RECOVERY (1991)
 AB1200
 AB1200'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0527 ***********************************************************************
 AZ0527  DESIGNATION -  H 1436
 AZ0527  PID         -  AZ0527
 AZ0527  STATE/COUNTY-  TX/VAL VERDE
 AZ0527  USGS QUAD   -  DEL RIO SE (1972)
 AZ0527
 AZ0527                         *CURRENT SURVEY CONTROL
 AZ0527  ___________________________________________________________________
 AZ0527* NAD 83(1986)-  29 22 07.     (N)    100 49 54.     (W)     SCALED    
 AZ0527* NAVD 88     -       318.018  (meters)    1043.36   (feet)  ADJUSTED  
 AZ0527  ___________________________________________________________________
 AZ0527  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0527  DYNAMIC HT  -         317.555 (meters)    1041.85  (feet)  COMP
 AZ0527  MODELED GRAV-     979,176.9   (mgal)                       NAVD 88
 AZ0527
 AZ0527  VERT ORDER  -  FIRST     CLASS II
 AZ0527
 AZ0527.The horizontal coordinates were scaled from a topographic map and have
 AZ0527.an estimated accuracy of +/- 6 seconds.
 AZ0527
 AZ0527.The orthometric height was determined by differential leveling
 AZ0527.and adjusted by the National Geodetic Survey in June 1991..
 AZ0527
 AZ0527.The geoid height was determined by GEOID03.
 AZ0527
 AZ0527.The dynamic height is computed by dividing the NAVD 88
 AZ0527.geopotential number by the normal gravity value computed on the
 AZ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0527.degrees latitude (g = 980.6199 gals.).
 AZ0527
 AZ0527.The modeled gravity was interpolated from observed gravity values.
 AZ0527
 AZ0527;                    North         East    Units  Estimated Accuracy
 AZ0527;SPC TXSC     - 4,171,540.      422,190.      MT  (+/- 180 meters Scaled)
 AZ0527
 AZ0527                          SUPERSEDED SURVEY CONTROL
 AZ0527
 AZ0527.No superseded survey control is available for this station.
 AZ0527
 AZ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT222502(NAD 83)
 AZ0527_MARKER: I = METAL ROD
 AZ0527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0527_SP_SET: STAINLESS STEEL ROD
 AZ0527_STAMPING: H 1436 1982
 AZ0527_MARK LOGO: NGS   
 AZ0527_PROJECTION: FLUSH
 AZ0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0527_ROD/PIPE-DEPTH: 2.4  meters
 AZ0527
 AZ0527  HISTORY     - Date     Condition        Report By
 AZ0527  HISTORY     - 1982     MONUMENTED       NGS
 AZ0527  HISTORY     - 19990525 GOOD             USPSQD
 AZ0527
 AZ0527                          STATION DESCRIPTION
 AZ0527
 AZ0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0527'9.0 KM (5.6 MI) EAST FROM DEL RIO.
 AZ0527'2.2 KM (1.4 MI) SOUTH SOUTHEAST ALONG U.S. HIGHWAYS 90 AND 277 (AVENUE
 AZ0527'F STREET) FROM THE CIVIC CENTER IN DEL RIO, TO THE JUNCTION OF U.S.
 AZ0527'HIGHWAY 90 EAST (GIBBS STREET), THENCE 6.8 KM (4.2 MI) EAST ALONG U.S.
 AZ0527'HIGHWAY 90, THE MARK IS SET WEST SOUTHWEST OF A POWERLINE POLE ON THE
 AZ0527'SOUTH SIDE OF THE EASTBOUND LANE OF U.S. HIGHWAY 90 EAST, 14.3 METERS
 AZ0527'(47.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF HIGHWAY 90,
 AZ0527'1.2 METERS (4.0 FT) WEST SOUTHWEST OF A POWERLINE POLE, 1.3 METERS
 AZ0527'(4.5 FT) SOUTHWEST OF A TELEPHONE JUNCTION BOX NUMBER P 33 191 200,
 AZ0527'2.1 METERS (7.0 FT) EAST SOUTHEAST OF THE GUY WIRE ANCHOR OF THE ABOVE
 AZ0527'MENTIONED POWERLINE POLE, 34.7 METERS (114.0 FT) EAST OF THE CENTER OF
 AZ0527'A DRIVEWAY LEADING SOUTH TO PRIVATE HOMES, AND 0.3 METER (1.0 FT)
 AZ0527'NORTH OF THE FENCE LINE.  NOTE, ROD ANCHORED AT THIS DEPTH.
 AZ0527'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AZ0527'THE MARK IS 0.3 M BELOW HIGHWAY 90.
 AZ0527
 AZ0527                          STATION RECOVERY (1999)
 AZ0527
 AZ0527'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1658 ***********************************************************************
 AY1658  DESIGNATION -  H 1437
 AY1658  PID         -  AY1658
 AY1658  STATE/COUNTY-  TX/BEXAR
 AY1658  USGS QUAD   -  CASTLE HILLS (1992)
 AY1658
 AY1658                         *CURRENT SURVEY CONTROL
 AY1658  ___________________________________________________________________
 AY1658* NAD 83(1986)-  29 30 48.     (N)    098 34 10.     (W)     SCALED    
 AY1658* NAVD 88     -       310.790  (meters)    1019.65   (feet)  ADJUSTED  
 AY1658  ___________________________________________________________________
 AY1658  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AY1658  DYNAMIC HT  -         310.337 (meters)    1018.16  (feet)  COMP
 AY1658  MODELED GRAV-     979,178.5   (mgal)                       NAVD 88
 AY1658
 AY1658  VERT ORDER  -  FIRST     CLASS II
 AY1658
 AY1658.The horizontal coordinates were scaled from a topographic map and have
 AY1658.an estimated accuracy of +/- 6 seconds.
 AY1658
 AY1658.The orthometric height was determined by differential leveling
 AY1658.and adjusted by the National Geodetic Survey in June 1991..
 AY1658
 AY1658.The geoid height was determined by GEOID03.
 AY1658
 AY1658.The dynamic height is computed by dividing the NAVD 88
 AY1658.geopotential number by the normal gravity value computed on the
 AY1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1658.degrees latitude (g = 980.6199 gals.).
 AY1658
 AY1658.The modeled gravity was interpolated from observed gravity values.
 AY1658
 AY1658;                    North         East    Units  Estimated Accuracy
 AY1658;SPC TXSC     - 4,186,270.      641,740.      MT  (+/- 180 meters Scaled)
 AY1658
 AY1658                          SUPERSEDED SURVEY CONTROL
 AY1658
 AY1658.No superseded survey control is available for this station.
 AY1658
 AY1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT417649(NAD 83)
 AY1658_MARKER: I = METAL ROD
 AY1658_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1658_SP_SET: STAINLESS STEEL ROD
 AY1658_STAMPING: H 1437 1982
 AY1658_MARK LOGO: NGS   
 AY1658_PROJECTION: RECESSED 20 CENTIMETERS
 AY1658_MAGNETIC: I = MARKER IS A STEEL ROD
 AY1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1658+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 AY1658_ROD/PIPE-DEPTH: 2.6  meters
 AY1658
 AY1658  HISTORY     - Date     Condition        Report By
 AY1658  HISTORY     - 1982     MONUMENTED       NGS
 AY1658  HISTORY     - 1990     GOOD             USPSQD
 AY1658  HISTORY     - 19961120 GOOD             NGS
 AY1658
 AY1658                          STATION DESCRIPTION
 AY1658
 AY1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1658'IN SAN ANTONIO.
 AY1658'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1658'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY1658'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY1658'THENCE 10.6 KM (6.6 MI) NORTHWEST ALONG FREDERICKSBURG ROAD, AT A
 AY1658'POWERLINE POLE ACROSS THE STREET FROM 4319 FREDERICKSBURG ROAD,
 AY1658'(MEDICAL PARK PLAZA), MARK IS ABOUT 59.4 METERS (195.0 FT) NORTHWEST
 AY1658'OF MEDICAL STREET, 17.6 METERS (58.0 FT) NORTHEAST OF THE CENTER OF
 AY1658'FREDERICKSBURG ROAD, 0.9 METER (3.0 FT) SOUTHEAST OF A POWERLINE POLE
 AY1658'NUMBER 137 610 08 99 AND ALSO SERVES AS A STREET LIGHT, 7.7 METERS
 AY1658'(25.5 FT) NORTHWEST OF A POWERLINE POLE WITH 3 METAL BOXES ATTACHED,
 AY1658'(2 MAIN POWER SWITCHES), 6.7 METERS (22.0 FT) SOUTH SOUTHWEST OF A
 AY1658'0.6 METER (2.0 FT) IN DIAMETER OAK TREE.  NOTE, THE ROD WAS DRIVEN TO
 AY1658'REFUSAL AND ANCHORED AT THIS DEPTH.
 AY1658'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AY1658'THE MARK IS 1.0 M BELOW FREDERICKSBURG ROAD.
 AY1658
 AY1658                          STATION RECOVERY (1990)
 AY1658
 AY1658'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1658'RECOVERED IN GOOD CONDITION.
 AY1658
 AY1658                          STATION RECOVERY (1996)
 AY1658
 AY1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AY1658'IN SAN ANTONIA, AT THE INTERSECTION OF FREDRICKSBURG ROAD AND MEDICAL
 AY1658'DRIVE, 59.4 M (194.9 FT) NORTHWEST OF THE DRIVE CENTER, 17.6 M (57.7
 AY1658'FT) NORTHEAST OF THE ROAD CENTER, 7.7 M (25.3 FT) NORTHWEST OF A
 AY1658'UTILITY POLE WITH 3 TRANSFORMERS, 0.9 M (3.0 FT) SOUTHEAST OF UTILITY
 AY1658'POLE NUMBER 137 610 08 99, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD,
 AY1658'AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST. NOTE--ACCESS TO THE
 AY1658'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0506 ***********************************************************************
 AO0506  DESIGNATION -  H 1438
 AO0506  PID         -  AO0506
 AO0506  STATE/COUNTY-  TX/DIMMIT
 AO0506  USGS QUAD   -  CATARINA (1982)
 AO0506
 AO0506                         *CURRENT SURVEY CONTROL
 AO0506  ___________________________________________________________________
 AO0506* NAD 83(1986)-  28 18 18.     (N)    099 36 53.     (W)     SCALED    
 AO0506* NAVD 88     -       147.736  (meters)     484.70   (feet)  ADJUSTED  
 AO0506  ___________________________________________________________________
 AO0506  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0506  DYNAMIC HT  -         147.511 (meters)     483.96  (feet)  COMP
 AO0506  MODELED GRAV-     979,120.4   (mgal)                       NAVD 88
 AO0506
 AO0506  VERT ORDER  -  FIRST     CLASS II
 AO0506
 AO0506.The horizontal coordinates were scaled from a topographic map and have
 AO0506.an estimated accuracy of +/- 6 seconds.
 AO0506
 AO0506.The orthometric height was determined by differential leveling
 AO0506.and adjusted by the National Geodetic Survey in June 1991..
 AO0506
 AO0506.The geoid height was determined by GEOID03.
 AO0506
 AO0506.The dynamic height is computed by dividing the NAVD 88
 AO0506.geopotential number by the normal gravity value computed on the
 AO0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0506.degrees latitude (g = 980.6199 gals.).
 AO0506
 AO0506.The modeled gravity was interpolated from observed gravity values.
 AO0506
 AO0506;                    North         East    Units  Estimated Accuracy
 AO0506;SPC TXSC     - 4,052,430.      539,710.      MT  (+/- 180 meters Scaled)
 AO0506
 AO0506                          SUPERSEDED SURVEY CONTROL
 AO0506
 AO0506.No superseded survey control is available for this station.
 AO0506
 AO0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS397311(NAD 83)
 AO0506_MARKER: I = METAL ROD
 AO0506_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0506+WITH SETTING: INFORMATION.
 AO0506_SP_SET: SHALLOW SET METAL ROD
 AO0506_STAMPING: H 1438 1982
 AO0506_MARK LOGO: NGS   
 AO0506_PROJECTION: FLUSH
 AO0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0506_ROD/PIPE-DEPTH: 3.0  meters
 AO0506
 AO0506  HISTORY     - Date     Condition        Report By
 AO0506  HISTORY     - 1982     MONUMENTED       NGS
 AO0506  HISTORY     - 19970802 GOOD             USPSQD
 AO0506
 AO0506                          STATION DESCRIPTION
 AO0506
 AO0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0506'5.0 KM (3.25 MI) SOUTH FROM CATARINA.
 AO0506'5.0 KM (3.25 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN
 AO0506'CATARINA AT A CORNER OF TWO BARB WIRE FENCES, 77.1 METERS (253.0 FT)
 AO0506'NORTH NORTHWEST OF THE NORTHWEST END OF HEADWALL OF A NINE CHANNEL
 AO0506'CULVERT, 27.4 METERS (90.0 FT) WEST OF CENTERLINE OF THE HIGHWAY,
 AO0506'0.8 METER (2.8 FT) NORTH OF A CORNER FENCE POST, 0.2 METER (0.8 FT)
 AO0506'EAST FROM A FENCE LEADING NORTH SOUTH, AND 0.7 METER (2.6 FT) NORTH
 AO0506'FROM A SMALL CONCRETE RIGHT OF WAY MARKER ONE FOOT HIGH.
 AO0506'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 AO0506'THE MARK IS 1.8 M BELOW HIGHWAY.
 AO0506
 AO0506                          STATION RECOVERY (1997)
 AO0506
 AO0506'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0129 ***********************************************************************
 AP0129  DESIGNATION -  H 1439
 AP0129  PID         -  AP0129
 AP0129  STATE/COUNTY-  TX/MAVERICK
 AP0129  USGS QUAD   -  SACATOSA TANK (1974)
 AP0129
 AP0129                         *CURRENT SURVEY CONTROL
 AP0129  ___________________________________________________________________
 AP0129* NAD 83(1986)-  28 38 14.     (N)    100 08 54.     (W)     SCALED    
 AP0129* NAVD 88     -       214.828  (meters)     704.81   (feet)  ADJUSTED  
 AP0129  ___________________________________________________________________
 AP0129  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AP0129  DYNAMIC HT  -         214.508 (meters)     703.76  (feet)  COMP
 AP0129  MODELED GRAV-     979,149.8   (mgal)                       NAVD 88
 AP0129
 AP0129  VERT ORDER  -  FIRST     CLASS II
 AP0129
 AP0129.The horizontal coordinates were scaled from a topographic map and have
 AP0129.an estimated accuracy of +/- 6 seconds.
 AP0129
 AP0129.The orthometric height was determined by differential leveling
 AP0129.and adjusted by the National Geodetic Survey in June 1991..
 AP0129
 AP0129.The geoid height was determined by GEOID03.
 AP0129
 AP0129.The dynamic height is computed by dividing the NAVD 88
 AP0129.geopotential number by the normal gravity value computed on the
 AP0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0129.degrees latitude (g = 980.6199 gals.).
 AP0129
 AP0129.The modeled gravity was interpolated from observed gravity values.
 AP0129
 AP0129;                    North         East    Units  Estimated Accuracy
 AP0129;SPC TXSC     - 4,089,650.      487,730.      MT  (+/- 180 meters Scaled)
 AP0129
 AP0129                          SUPERSEDED SURVEY CONTROL
 AP0129
 AP0129.No superseded survey control is available for this station.
 AP0129
 AP0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS877683(NAD 83)
 AP0129_MARKER: I = METAL ROD
 AP0129_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0129_SP_SET: STAINLESS STEEL ROD
 AP0129_STAMPING: H 1439 1982
 AP0129_MARK LOGO: NGS   
 AP0129_PROJECTION: FLUSH
 AP0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0129_ROD/PIPE-DEPTH: 3.0  meters
 AP0129
 AP0129  HISTORY     - Date     Condition        Report By
 AP0129  HISTORY     - 1982     MONUMENTED       NGS
 AP0129
 AP0129                          STATION DESCRIPTION
 AP0129
 AP0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0129'34.8 KM (21.6 MI) NW FROM CARRIZO SPRINGS.
 AP0129'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0129'SPRINGS, THENCE 34.8 KM (21.6 MI) NORTHWEST ALONG U.S. HIGHWAY 277,
 AP0129'36.0 KM (22.4 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0129'OLD COURTHOUSE IN EAGLE PASS, UNDER THE NORTH ROW OF FENCE,
 AP0129'22.8 MI (75.0 FT) NORTH OF CENTERLINE OF THE HIGHWAY, AND 0.5 METER
 AP0129'(0.8 FT) SOUTH OF RIGHT OF WAY FENCE.
 AP0129'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 AP0129'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0056 ***********************************************************************
 CV0056  DESIGNATION -  H 144
 CV0056  PID         -  CV0056
 CV0056  STATE/COUNTY-  TX/ANDREWS
 CV0056  USGS QUAD   -  GARDENDALE NW (1968)
 CV0056
 CV0056                         *CURRENT SURVEY CONTROL
 CV0056  ___________________________________________________________________
 CV0056* NAD 83(1986)-  32 09 08.     (N)    102 28 30.     (W)     SCALED    
 CV0056* NAVD 88     -       934.199  (meters)    3064.95   (feet)  ADJUSTED  
 CV0056  ___________________________________________________________________
 CV0056  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CV0056  DYNAMIC HT  -         932.877 (meters)    3060.61  (feet)  COMP
 CV0056  MODELED GRAV-     979,193.1   (mgal)                       NAVD 88
 CV0056
 CV0056  VERT ORDER  -  FIRST     CLASS II
 CV0056
 CV0056.The horizontal coordinates were scaled from a topographic map and have
 CV0056.an estimated accuracy of +/- 6 seconds.
 CV0056
 CV0056.The orthometric height was determined by differential leveling
 CV0056.and adjusted by the National Geodetic Survey in June 1991..
 CV0056
 CV0056.The geoid height was determined by GEOID03.
 CV0056
 CV0056.The dynamic height is computed by dividing the NAVD 88
 CV0056.geopotential number by the normal gravity value computed on the
 CV0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0056.degrees latitude (g = 980.6199 gals.).
 CV0056
 CV0056.The modeled gravity was interpolated from observed gravity values.
 CV0056
 CV0056;                    North         East    Units  Estimated Accuracy
 CV0056;SPC TXNC     - 2,060,940.      225,100.      MT  (+/- 180 meters Scaled)
 CV0056
 CV0056                          SUPERSEDED SURVEY CONTROL
 CV0056
 CV0056  NGVD 29 (??/??/92)  933.766  (m)         3063.53   (f) ADJ UNCH    1 2
 CV0056
 CV0056.Superseded values are not recommended for survey control.
 CV0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0056.See file dsdata.txt to determine how the superseded data were derived.
 CV0056
 CV0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR381601(NAD 83)
 CV0056_MARKER: DB = BENCH MARK DISK
 CV0056_SETTING: 0 = UNSPECIFIED SETTING
 CV0056_STAMPING: H 144 1934
 CV0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0056
 CV0056  HISTORY     - Date     Condition        Report By
 CV0056  HISTORY     - 1934     MONUMENTED       CGS
 CV0056  HISTORY     - 1957     MARK NOT FOUND   NGS
 CV0056
 CV0056                          STATION DESCRIPTION
 CV0056
 CV0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0056'12.6 MI SE FROM ANDREWS.
 CV0056'12.6 MI. S.E. ALONG TEXAS STATE HIGHWAY NO. 137, 0.8 MILE SOUTHEAST OF
 CV0056'HIGHWAY CATTLE GUARD, 68 YARDS NORTHWEST OF CONCRETE CULVERT, 45 FEET
 CV0056'SOUTHWEST OF CENTER LINE OF HIGHWAY.
 CV0056
 CV0056                          STATION RECOVERY (1957)
 CV0056
 CV0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CV0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0151 ***********************************************************************
 AP0151  DESIGNATION -  H 1440
 AP0151  PID         -  AP0151
 AP0151  STATE/COUNTY-  TX/MAVERICK
 AP0151  USGS QUAD   -  QUEMADO SE (1974)
 AP0151
 AP0151                         *CURRENT SURVEY CONTROL
 AP0151  ___________________________________________________________________
 AP0151* NAD 83(1986)-  28 46 23.     (N)    100 30 07.     (W)     SCALED    
 AP0151* NAVD 88     -       221.129  (meters)     725.49   (feet)  ADJUSTED  
 AP0151  ___________________________________________________________________
 AP0151  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 AP0151  DYNAMIC HT  -         220.800 (meters)     724.41  (feet)  COMP
 AP0151  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AP0151
 AP0151  VERT ORDER  -  FIRST     CLASS II
 AP0151
 AP0151.The horizontal coordinates were scaled from a topographic map and have
 AP0151.an estimated accuracy of +/- 6 seconds.
 AP0151
 AP0151.The orthometric height was determined by differential leveling
 AP0151.and adjusted by the National Geodetic Survey in June 1991..
 AP0151
 AP0151.The geoid height was determined by GEOID03.
 AP0151
 AP0151.The dynamic height is computed by dividing the NAVD 88
 AP0151.geopotential number by the normal gravity value computed on the
 AP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0151.degrees latitude (g = 980.6199 gals.).
 AP0151
 AP0151.The modeled gravity was interpolated from observed gravity values.
 AP0151
 AP0151;                    North         East    Units  Estimated Accuracy
 AP0151;SPC TXSC     - 4,105,090.      453,350.      MT  (+/- 180 meters Scaled)
 AP0151
 AP0151                          SUPERSEDED SURVEY CONTROL
 AP0151
 AP0151.No superseded survey control is available for this station.
 AP0151
 AP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS533837(NAD 83)
 AP0151_MARKER: I = METAL ROD
 AP0151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0151_SP_SET: STAINLESS STEEL ROD
 AP0151_STAMPING: H 1440 1982
 AP0151_MARK LOGO: NGS   
 AP0151_PROJECTION: FLUSH
 AP0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0151_ROD/PIPE-DEPTH: 3.6  meters
 AP0151
 AP0151  HISTORY     - Date     Condition        Report By
 AP0151  HISTORY     - 1982     MONUMENTED       NGS
 AP0151
 AP0151                          STATION DESCRIPTION
 AP0151
 AP0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0151'7.9 KM (4.9 MI) EAST FROM EAGLE PASS.
 AP0151'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0151'EAGLE PASS, THENCE 7.65 KM (4.75 MI) NORTH ALONG U.S. HIGHWAY 277,
 AP0151'CEYLON STREET, SET 0.5 KM (0.3 MI) NORTHWEST OF ELM CREEK NEAR SOME
 AP0151'BRICK HOMES, 14.9 METERS (49.0 FT) NORTH NORTHEAST OF U.S. HIGHWAY
 AP0151'277, 2.7 METERS (9.5 FT) WEST NORTHWEST OF CENTER OF A METAL GATE FOR
 AP0151'A DRIVEWAY, 0.4 METER (1.5 FT) WEST NORTHWEST OF A POWER POLE WITH A
 AP0151'GUY WIRE, WITH WIRES CROSSING THE HIGHWAY, AND 0.4 METER (1.2 FT)
 AP0151'SOUTH SOUTHWEST OF A SIX FOOT CYCLONE FENCE.
 AP0151'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 AP0151'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0577 ***********************************************************************
 BN0577  DESIGNATION -  H 1441
 BN0577  PID         -  BN0577
 BN0577  STATE/COUNTY-  TX/MCCULLOCH
 BN0577  USGS QUAD   -  KATEMCY (1970)
 BN0577
 BN0577                         *CURRENT SURVEY CONTROL
 BN0577  ___________________________________________________________________
 BN0577* NAD 83(1986)-  30 59 54.     (N)    099 15 56.     (W)     SCALED    
 BN0577* NAVD 88     -       497.262  (meters)    1631.43   (feet)  ADJUSTED  
 BN0577  ___________________________________________________________________
 BN0577  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 BN0577  DYNAMIC HT  -         496.587 (meters)    1629.22  (feet)  COMP
 BN0577  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 BN0577
 BN0577  VERT ORDER  -  FIRST     CLASS II
 BN0577
 BN0577.The horizontal coordinates were scaled from a topographic map and have
 BN0577.an estimated accuracy of +/- 6 seconds.
 BN0577
 BN0577.The orthometric height was determined by differential leveling
 BN0577.and adjusted by the National Geodetic Survey in June 1991..
 BN0577
 BN0577.The geoid height was determined by GEOID03.
 BN0577
 BN0577.The dynamic height is computed by dividing the NAVD 88
 BN0577.geopotential number by the normal gravity value computed on the
 BN0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0577.degrees latitude (g = 980.6199 gals.).
 BN0577
 BN0577.The modeled gravity was interpolated from observed gravity values.
 BN0577
 BN0577;                    North         East    Units  Estimated Accuracy
 BN0577;SPC TX C     - 3,148,110.      801,970.      MT  (+/- 180 meters Scaled)
 BN0577
 BN0577                          SUPERSEDED SURVEY CONTROL
 BN0577
 BN0577.No superseded survey control is available for this station.
 BN0577
 BN0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV746294(NAD 83)
 BN0577_MARKER: DB = BENCH MARK DISK
 BN0577_SETTING: 66 = SET IN ROCK OUTCROP
 BN0577_SP_SET: ROCK OUTCROP
 BN0577_STAMPING: H 1441 1982
 BN0577_MARK LOGO: NGS   
 BN0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0577+STABILITY: POSITION/ELEVATION WELL
 BN0577
 BN0577  HISTORY     - Date     Condition        Report By
 BN0577  HISTORY     - 1982     MONUMENTED       NGS
 BN0577  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 BN0577
 BN0577                          STATION DESCRIPTION
 BN0577
 BN0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0577'17.0 KM (10.6 MI) SE FROM BRADY.
 BN0577'17.0 KM (10.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0577'IN BRADY, SET IN 1 BY 1 FOOT PIECE OF ROCK OUTCROP, ACROSS HIGHWAY
 BN0577'FROM ROAD TO CAMP SAN SABA, 41.7 METERS (137.0 FT) SOUTHWEST OF
 BN0577'CENTERLINE OF HIGHWAY, AND 8.0 METERS (26.5 FT) NORTHEAST OF
 BN0577'RIGHT-OF-WAY FENCE.
 BN0577'THE MARK IS 8.0 METERS  NE FROM A WITNESS POST.
 BN0577'THE MARK IS 3.0 M ABOVE HIGHWAY.
 BN0577
 BN0577                          STATION RECOVERY (1995)
 BN0577
 BN0577'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0702 ***********************************************************************
 CB0702  DESIGNATION -  H 1442
 CB0702  PID         -  CB0702
 CB0702  STATE/COUNTY-  TX/REAGAN
 CB0702  USGS QUAD   -  WITCO (1971)
 CB0702
 CB0702                         *CURRENT SURVEY CONTROL
 CB0702  ___________________________________________________________________
 CB0702* NAD 83(1986)-  31 09 21.     (N)    101 18 19.     (W)     SCALED    
 CB0702* NAVD 88     -       811.732  (meters)    2663.16   (feet)  ADJUSTED  
 CB0702  ___________________________________________________________________
 CB0702  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CB0702  DYNAMIC HT  -         810.551 (meters)    2659.28  (feet)  COMP
 CB0702  MODELED GRAV-     979,157.7   (mgal)                       NAVD 88
 CB0702
 CB0702  VERT ORDER  -  FIRST     CLASS II
 CB0702
 CB0702.The horizontal coordinates were scaled from a topographic map and have
 CB0702.an estimated accuracy of +/- 6 seconds.
 CB0702
 CB0702.The orthometric height was determined by differential leveling
 CB0702.and adjusted by the National Geodetic Survey in June 1991..
 CB0702
 CB0702.The geoid height was determined by GEOID03.
 CB0702
 CB0702.The dynamic height is computed by dividing the NAVD 88
 CB0702.geopotential number by the normal gravity value computed on the
 CB0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0702.degrees latitude (g = 980.6199 gals.).
 CB0702
 CB0702.The modeled gravity was interpolated from observed gravity values.
 CB0702
 CB0702;                    North         East    Units  Estimated Accuracy
 CB0702;SPC TX C     - 3,165,490.      607,340.      MT  (+/- 180 meters Scaled)
 CB0702
 CB0702                          SUPERSEDED SURVEY CONTROL
 CB0702
 CB0702.No superseded survey control is available for this station.
 CB0702
 CB0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV802491(NAD 83)
 CB0702_MARKER: DB = BENCH MARK DISK
 CB0702_SETTING: 66 = SET IN ROCK OUTCROP
 CB0702_SP_SET: ROCK OUTCROP
 CB0702_STAMPING: H 1442 1981
 CB0702_MARK LOGO: NGS   
 CB0702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0702+STABILITY: POSITION/ELEVATION WELL
 CB0702
 CB0702  HISTORY     - Date     Condition        Report By
 CB0702  HISTORY     - 1981     MONUMENTED       NGS
 CB0702
 CB0702                          STATION DESCRIPTION
 CB0702
 CB0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0702'16.2 KM (10.05 MI) EAST FROM BIG LAKE.
 CB0702'16.2 KM (10.05 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0702'WITH STATE HIGHWAY 137 IN BIG LAKE, 0.2 KM (0.1 MI) EAST OF A SIDE
 CB0702'ROAD LEADING NORTH, IN THE TOP OF A 5 BY 3 FT EXPOSED AREA OF
 CB0702'OUTCROPPING BEDROCK, 22.5 METERS (73.8 FT) NORTH-NORTHEAST OF THE
 CB0702'CENTERLINE OF THE HIGHWAY AND 4.9 METERS (16.1 FT) SOUTH-SOUTHWEST OF
 CB0702'A WIRE FENCE.
 CB0702'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CB0702'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0452 ***********************************************************************
 AZ0452  DESIGNATION -  H 1443
 AZ0452  PID         -  AZ0452
 AZ0452  STATE/COUNTY-  TX/VAL VERDE
 AZ0452  USGS QUAD   -  DEL RIO NW (1972)
 AZ0452
 AZ0452                         *CURRENT SURVEY CONTROL
 AZ0452  ___________________________________________________________________
 AZ0452* NAD 83(1986)-  29 28 52.     (N)    100 54 30.     (W)     SCALED    
 AZ0452* NAVD 88     -       358.381  (meters)    1175.79   (feet)  ADJUSTED  
 AZ0452  ___________________________________________________________________
 AZ0452  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0452  DYNAMIC HT  -         357.860 (meters)    1174.08  (feet)  COMP
 AZ0452  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AZ0452
 AZ0452  VERT ORDER  -  FIRST     CLASS II
 AZ0452
 AZ0452.The horizontal coordinates were scaled from a topographic map and have
 AZ0452.an estimated accuracy of +/- 6 seconds.
 AZ0452
 AZ0452.The orthometric height was determined by differential leveling
 AZ0452.and adjusted by the National Geodetic Survey in June 1991..
 AZ0452
 AZ0452.The geoid height was determined by GEOID03.
 AZ0452
 AZ0452.The dynamic height is computed by dividing the NAVD 88
 AZ0452.geopotential number by the normal gravity value computed on the
 AZ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0452.degrees latitude (g = 980.6199 gals.).
 AZ0452
 AZ0452.The modeled gravity was interpolated from observed gravity values.
 AZ0452
 AZ0452;                    North         East    Units  Estimated Accuracy
 AZ0452;SPC TXSC     - 4,184,130.      414,960.      MT  (+/- 180 meters Scaled)
 AZ0452
 AZ0452                          SUPERSEDED SURVEY CONTROL
 AZ0452
 AZ0452.No superseded survey control is available for this station.
 AZ0452
 AZ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT149628(NAD 83)
 AZ0452_MARKER: DB = BENCH MARK DISK
 AZ0452_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0452_SP_SET: ROCK OUTCROP
 AZ0452_STAMPING: H 1443 1981
 AZ0452_MARK LOGO: NGS   
 AZ0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0452+STABILITY: POSITION/ELEVATION WELL
 AZ0452
 AZ0452  HISTORY     - Date     Condition        Report By
 AZ0452  HISTORY     - 1981     MONUMENTED       NGS
 AZ0452  HISTORY     - 19990525 GOOD             USPSQD
 AZ0452
 AZ0452                          STATION DESCRIPTION
 AZ0452
 AZ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0452'6.0 KM (3.75 MI) NORTH FROM DEL RIO.
 AZ0452'6.0 KM (3.75 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0452'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, IN THE TOP
 AZ0452'OF A 12 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 25.4 METERS (83.3
 AZ0452'FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE ROAD, 17.4 METERS (57.1
 AZ0452'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.0 METERS (16.4 FT)
 AZ0452'SOUTHEAST OF A UTILITY POLE AND 4.3 METERS (14.1 FT) EAST OF A FENCE.
 AZ0452'THE MARK IS 4.3 METERS  E FROM  A WITNESS POST AND FENCE
 AZ0452'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AZ0452
 AZ0452                          STATION RECOVERY (1999)
 AZ0452
 AZ0452'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0479 ***********************************************************************
 AZ0479  DESIGNATION -  H 1444
 AZ0479  PID         -  AZ0479
 AZ0479  STATE/COUNTY-  TX/EDWARDS
 AZ0479  USGS QUAD   -  CARTA VALLEY SE (1978)
 AZ0479
 AZ0479                         *CURRENT SURVEY CONTROL
 AZ0479  ___________________________________________________________________
 AZ0479* NAD 83(1986)-  29 48 52.     (N)    100 34 51.     (W)     SCALED    
 AZ0479* NAVD 88     -       647.434  (meters)    2124.12   (feet)  ADJUSTED  
 AZ0479  ___________________________________________________________________
 AZ0479  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 AZ0479  DYNAMIC HT  -         646.468 (meters)    2120.95  (feet)  COMP
 AZ0479  MODELED GRAV-     979,129.9   (mgal)                       NAVD 88
 AZ0479
 AZ0479  VERT ORDER  -  FIRST     CLASS II
 AZ0479
 AZ0479.The horizontal coordinates were scaled from a topographic map and have
 AZ0479.an estimated accuracy of +/- 6 seconds.
 AZ0479
 AZ0479.The orthometric height was determined by differential leveling
 AZ0479.and adjusted by the National Geodetic Survey in June 1991..
 AZ0479
 AZ0479.The geoid height was determined by GEOID03.
 AZ0479
 AZ0479.The dynamic height is computed by dividing the NAVD 88
 AZ0479.geopotential number by the normal gravity value computed on the
 AZ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0479.degrees latitude (g = 980.6199 gals.).
 AZ0479
 AZ0479.The modeled gravity was interpolated from observed gravity values.
 AZ0479
 AZ0479;                    North         East    Units  Estimated Accuracy
 AZ0479;SPC TXSC     - 4,220,590.      447,210.      MT  (+/- 180 meters Scaled)
 AZ0479
 AZ0479                          SUPERSEDED SURVEY CONTROL
 AZ0479
 AZ0479.No superseded survey control is available for this station.
 AZ0479
 AZ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT472992(NAD 83)
 AZ0479_MARKER: DB = BENCH MARK DISK
 AZ0479_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0479_SP_SET: ROCK OUTCROP
 AZ0479_STAMPING: H 1444 1981
 AZ0479_MARK LOGO: NGS   
 AZ0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0479+STABILITY: POSITION/ELEVATION WELL
 AZ0479
 AZ0479  HISTORY     - Date     Condition        Report By
 AZ0479  HISTORY     - 1981     MONUMENTED       NGS
 AZ0479
 AZ0479                          STATION DESCRIPTION
 AZ0479
 AZ0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0479'52.5 KM (32.6 MI) SW FROM ROCKSPRINGS.
 AZ0479'52.5 KM (32.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0479'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 3 BY 5 FT EXPOSED
 AZ0479'AREA OF OUTCROPPING BEDROCK, 32.3 METERS (106.0 FT) SOUTH-SOUTHEAST OF
 AZ0479'THE CENTERLINE OF THE HIGHWAY, 21.6 METERS (70.9 FT) SOUTH-SOUTHEAST
 AZ0479'OF A FENCE, 10.7 METERS (35.1 FT) WEST OF THE CENTER OF A GRAVELED
 AZ0479'ROAD LEADING SOUTH-SOUTHEAST AND 7.6 METERS (24.9 FT) SOUTHWEST OF A
 AZ0479'FENCE CORNER AND CATTLE GUARD.
 AZ0479'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AZ0479'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0418 ***********************************************************************
 BO0418  DESIGNATION -  H 1445
 BO0418  PID         -  BO0418
 BO0418  STATE/COUNTY-  TX/EDWARDS
 BO0418  USGS QUAD   -  DEVILS SINKHOLE (1987)
 BO0418
 BO0418                         *CURRENT SURVEY CONTROL
 BO0418  ___________________________________________________________________
 BO0418* NAD 83(1986)-  30 05 04.     (N)    100 07 30.     (W)     SCALED    
 BO0418* NAVD 88     -       714.023  (meters)    2342.59   (feet)  ADJUSTED  
 BO0418  ___________________________________________________________________
 BO0418  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0418  DYNAMIC HT  -         712.969 (meters)    2339.13  (feet)  COMP
 BO0418  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 BO0418
 BO0418  VERT ORDER  -  FIRST     CLASS II
 BO0418
 BO0418.The horizontal coordinates were scaled from a topographic map and have
 BO0418.an estimated accuracy of +/- 6 seconds.
 BO0418
 BO0418.The orthometric height was determined by differential leveling
 BO0418.and adjusted by the National Geodetic Survey in June 1991..
 BO0418
 BO0418.The geoid height was determined by GEOID03.
 BO0418
 BO0418.The dynamic height is computed by dividing the NAVD 88
 BO0418.geopotential number by the normal gravity value computed on the
 BO0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0418.degrees latitude (g = 980.6199 gals.).
 BO0418
 BO0418.The modeled gravity was interpolated from observed gravity values.
 BO0418
 BO0418;                    North         East    Units  Estimated Accuracy
 BO0418;SPC TXSC     - 4,250,010.      491,550.      MT  (+/- 180 meters Scaled)
 BO0418
 BO0418                          SUPERSEDED SURVEY CONTROL
 BO0418
 BO0418.No superseded survey control is available for this station.
 BO0418
 BO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU915286(NAD 83)
 BO0418_MARKER: DB = BENCH MARK DISK
 BO0418_SETTING: 66 = SET IN ROCK OUTCROP
 BO0418_SP_SET: ROCK OUTCROP
 BO0418_STAMPING: H 1445 1981
 BO0418_MARK LOGO: NGS   
 BO0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0418
 BO0418  HISTORY     - Date     Condition        Report By
 BO0418  HISTORY     - 1981     MONUMENTED       NGS
 BO0418
 BO0418                          STATION DESCRIPTION
 BO0418
 BO0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0418'11.6 KM (7.2 MI) NE FROM ROCKSPRINGS.
 BO0418'11.6 KM (7.2 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0418'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 2 BY 2 FT EXPOSED
 BO0418'AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) NORTHEAST OF A FIELD
 BO0418'ENTRANCE ROAD, 18.4 METERS (60.4 FT) WEST-SOUTHWEST OF A UTILITY POLE
 BO0418'AND 12.4 METERS (40.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 BO0418'THE MARK IS 2.9 METERS  NW FROM  A WITNESS POST AND FENCE
 BO0418'THE MARK IS 0.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0751 ***********************************************************************
 CB0751  DESIGNATION -  H 1446
 CB0751  PID         -  CB0751
 CB0751  STATE/COUNTY-  TX/TOM GREEN
 CB0751  USGS QUAD   -  TWIN BUTTES (1978)
 CB0751
 CB0751                         *CURRENT SURVEY CONTROL
 CB0751  ___________________________________________________________________
 CB0751* NAD 83(1986)-  31 25 33.     (N)    100 30 53.     (W)     SCALED    
 CB0751* NAVD 88     -       594.832  (meters)    1951.54   (feet)  ADJUSTED  
 CB0751  ___________________________________________________________________
 CB0751  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CB0751  DYNAMIC HT  -         594.018 (meters)    1948.87  (feet)  COMP
 CB0751  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 CB0751
 CB0751  VERT ORDER  -  FIRST     CLASS II
 CB0751
 CB0751.The horizontal coordinates were scaled from a topographic map and have
 CB0751.an estimated accuracy of +/- 6 seconds.
 CB0751
 CB0751.The orthometric height was determined by differential leveling
 CB0751.and adjusted by the National Geodetic Survey in June 1991..
 CB0751
 CB0751.The geoid height was determined by GEOID03.
 CB0751
 CB0751.The dynamic height is computed by dividing the NAVD 88
 CB0751.geopotential number by the normal gravity value computed on the
 CB0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0751.degrees latitude (g = 980.6199 gals.).
 CB0751
 CB0751.The modeled gravity was interpolated from observed gravity values.
 CB0751
 CB0751;                    North         East    Units  Estimated Accuracy
 CB0751;SPC TX C     - 3,195,030.      682,760.      MT  (+/- 180 meters Scaled)
 CB0751
 CB0751                          SUPERSEDED SURVEY CONTROL
 CB0751
 CB0751.No superseded survey control is available for this station.
 CB0751
 CB0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV560777(NAD 83)
 CB0751_MARKER: DB = BENCH MARK DISK
 CB0751_SETTING: 66 = SET IN ROCK OUTCROP
 CB0751_SP_SET: ROCK OUTCROP
 CB0751_STAMPING: H 1446 1981
 CB0751_MARK LOGO: NGS   
 CB0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0751+STABILITY: POSITION/ELEVATION WELL
 CB0751
 CB0751  HISTORY     - Date     Condition        Report By
 CB0751  HISTORY     - 1981     MONUMENTED       NGS
 CB0751
 CB0751                          STATION DESCRIPTION
 CB0751
 CB0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0751'9.6 KM (5.9 MI) SW FROM SAN ANGELO.
 CB0751'1.0 KM (0.6 MI) NORTH ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 CB0751'FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 8.6 KM (5.3 MI)
 CB0751'SOUTHWESTERLY ALONG U. S. HIGHWAY 67, AT A CUT BANK, IN TOP OF A 5 BY
 CB0751'5 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 31.7 METERS (104.1 FT)
 CB0751'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.9 METERS (3.0 FT)
 CB0751'SOUTHEAST OF A FENCE.
 CB0751'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 CB0751'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0799 ***********************************************************************
 CA0799  DESIGNATION -  H 1447
 CA0799  PID         -  CA0799
 CA0799  STATE/COUNTY-  TX/MCCULLOCH
 CA0799  USGS QUAD   -  BRADY SOUTH (1987)
 CA0799
 CA0799                         *CURRENT SURVEY CONTROL
 CA0799  ___________________________________________________________________
 CA0799* NAD 83(1986)-  31 03 26.     (N)    099 22 19.     (W)     SCALED    
 CA0799* NAVD 88     -       581.454  (meters)    1907.65   (feet)  ADJUSTED  
 CA0799  ___________________________________________________________________
 CA0799  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CA0799  DYNAMIC HT  -         580.666 (meters)    1905.07  (feet)  COMP
 CA0799  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 CA0799
 CA0799  VERT ORDER  -  FIRST     CLASS II
 CA0799
 CA0799.The horizontal coordinates were scaled from a topographic map and have
 CA0799.an estimated accuracy of +/- 6 seconds.
 CA0799
 CA0799.The orthometric height was determined by differential leveling
 CA0799.and adjusted by the National Geodetic Survey in June 1991..
 CA0799
 CA0799.The geoid height was determined by GEOID03.
 CA0799
 CA0799.The dynamic height is computed by dividing the NAVD 88
 CA0799.geopotential number by the normal gravity value computed on the
 CA0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0799.degrees latitude (g = 980.6199 gals.).
 CA0799
 CA0799.The modeled gravity was interpolated from observed gravity values.
 CA0799
 CA0799;                    North         East    Units  Estimated Accuracy
 CA0799;SPC TX C     - 3,154,550.      791,750.      MT  (+/- 180 meters Scaled)
 CA0799
 CA0799                          SUPERSEDED SURVEY CONTROL
 CA0799
 CA0799.No superseded survey control is available for this station.
 CA0799
 CA0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV645360(NAD 83)
 CA0799_MARKER: I = METAL ROD
 CA0799_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0799+WITH SETTING: INFORMATION.
 CA0799_SP_SET: SHALLOW SET METAL ROD
 CA0799_STAMPING: H 1447 1981
 CA0799_MARK LOGO: NGS   
 CA0799_PROJECTION: FLUSH
 CA0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0799_ROD/PIPE-DEPTH: 0.9  meters
 CA0799
 CA0799  HISTORY     - Date     Condition        Report By
 CA0799  HISTORY     - 1981     MONUMENTED       NGS
 CA0799  HISTORY     - 19950827 GOOD             USPSQD
 CA0799
 CA0799                          STATION DESCRIPTION
 CA0799
 CA0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0799'9.6 KM (6.0 MI) SW FROM BRADY.
 CA0799'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0799'THE COURTHOUSE IN BRADY, THENCE 7.3 KM (4.55 MI) SOUTHWESTERLY ALONG
 CA0799'U.S. HIGHWAY 190, 0.2 KM (0.1 MI) NORTHWEST OF A SMALL CULVERT, 17.9
 CA0799'METERS (58.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.9
 CA0799'METERS (12.8 FT) NORTHEAST OF A UTILITY POLE AND 0.2 METER (0.7 FT)
 CA0799'SOUTHEAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO
 CA0799'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0799'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 CA0799'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0799
 CA0799                          STATION RECOVERY (1995)
 CA0799
 CA0799'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0482 ***********************************************************************
 BN0482  DESIGNATION -  H 1448
 BN0482  PID         -  BN0482
 BN0482  STATE/COUNTY-  TX/MENARD
 BN0482  USGS QUAD   -  CHAPMAN DRAW (1987)
 BN0482
 BN0482                         *CURRENT SURVEY CONTROL
 BN0482  ___________________________________________________________________
 BN0482* NAD 83(1986)-  30 57 28.     (N)    099 43 22.     (W)     SCALED    
 BN0482* NAVD 88     -       612.869  (meters)    2010.72   (feet)  ADJUSTED  
 BN0482  ___________________________________________________________________
 BN0482  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BN0482  DYNAMIC HT  -         612.014 (meters)    2007.92  (feet)  COMP
 BN0482  MODELED GRAV-     979,226.0   (mgal)                       NAVD 88
 BN0482
 BN0482  VERT ORDER  -  FIRST     CLASS II
 BN0482
 BN0482.The horizontal coordinates were scaled from a topographic map and have
 BN0482.an estimated accuracy of +/- 6 seconds.
 BN0482
 BN0482.The orthometric height was determined by differential leveling
 BN0482.and adjusted by the National Geodetic Survey in June 1991..
 BN0482
 BN0482.The geoid height was determined by GEOID03.
 BN0482
 BN0482.The dynamic height is computed by dividing the NAVD 88
 BN0482.geopotential number by the normal gravity value computed on the
 BN0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0482.degrees latitude (g = 980.6199 gals.).
 BN0482
 BN0482.The modeled gravity was interpolated from observed gravity values.
 BN0482
 BN0482;                    North         East    Units  Estimated Accuracy
 BN0482;SPC TX C     - 3,143,290.      758,330.      MT  (+/- 180 meters Scaled)
 BN0482
 BN0482                          SUPERSEDED SURVEY CONTROL
 BN0482
 BN0482.No superseded survey control is available for this station.
 BN0482
 BN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV309251(NAD 83)
 BN0482_MARKER: I = METAL ROD
 BN0482_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0482+WITH SETTING: INFORMATION.
 BN0482_SP_SET: SHALLOW SET METAL ROD
 BN0482_STAMPING: H 1448 1981
 BN0482_MARK LOGO: NGS   
 BN0482_PROJECTION: FLUSH
 BN0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0482_ROD/PIPE-DEPTH: 0.9  meters
 BN0482
 BN0482  HISTORY     - Date     Condition        Report By
 BN0482  HISTORY     - 1981     MONUMENTED       NGS
 BN0482  HISTORY     - 19951104 GOOD             USPSQD
 BN0482
 BN0482                          STATION DESCRIPTION
 BN0482
 BN0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0482'6.0 KM (3.75 MI) NE FROM MENARD.
 BN0482'6.0 KM (3.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 BN0482'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, 0.4 KM
 BN0482'(0.25 MI) WEST OF A FIELD ENTRANCE, 51.2 METERS (168.0 FT) EAST OF A
 BN0482'UTILITY POLE, 17.8 METERS (58.4 FT) NORTH OF THE CENTERLINE OF THE
 BN0482'HIGHWAY AND 0.3 METER (1.0 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS
 BN0482'REACHED AT 3.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BN0482'CAP.
 BN0482'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BN0482'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0482
 BN0482                          STATION RECOVERY (1995)
 BN0482
 BN0482'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0460 ***********************************************************************
 BN0460  DESIGNATION -  H 1449
 BN0460  PID         -  BN0460
 BN0460  STATE/COUNTY-  TX/MENARD
 BN0460  USGS QUAD   -  JULIO DRAW (1970)
 BN0460
 BN0460                         *CURRENT SURVEY CONTROL
 BN0460  ___________________________________________________________________
 BN0460* NAD 83(1986)-  30 43 03.     (N)    099 46 17.     (W)     SCALED    
 BN0460* NAVD 88     -       673.381  (meters)    2209.25   (feet)  ADJUSTED  
 BN0460  ___________________________________________________________________
 BN0460  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 BN0460  DYNAMIC HT  -         672.427 (meters)    2206.12  (feet)  COMP
 BN0460  MODELED GRAV-     979,201.8   (mgal)                       NAVD 88
 BN0460
 BN0460  VERT ORDER  -  FIRST     CLASS II
 BN0460
 BN0460.The horizontal coordinates were scaled from a topographic map and have
 BN0460.an estimated accuracy of +/- 6 seconds.
 BN0460
 BN0460.The orthometric height was determined by differential leveling
 BN0460.and adjusted by the National Geodetic Survey in June 1991..
 BN0460
 BN0460.The geoid height was determined by GEOID03.
 BN0460
 BN0460.The dynamic height is computed by dividing the NAVD 88
 BN0460.geopotential number by the normal gravity value computed on the
 BN0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0460.degrees latitude (g = 980.6199 gals.).
 BN0460
 BN0460.The modeled gravity was interpolated from observed gravity values.
 BN0460
 BN0460;                    North         East    Units  Estimated Accuracy
 BN0460;SPC TX C     - 3,116,630.      753,820.      MT  (+/- 180 meters Scaled)
 BN0460
 BN0460                          SUPERSEDED SURVEY CONTROL
 BN0460
 BN0460.No superseded survey control is available for this station.
 BN0460
 BN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU261985(NAD 83)
 BN0460_MARKER: DB = BENCH MARK DISK
 BN0460_SETTING: 66 = SET IN ROCK OUTCROP
 BN0460_SP_SET: ROCK OUTCROP
 BN0460_STAMPING: H 1449 1982
 BN0460_MARK LOGO: NGS   
 BN0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0460+STABILITY: POSITION/ELEVATION WELL
 BN0460
 BN0460  HISTORY     - Date     Condition        Report By
 BN0460  HISTORY     - 1982     MONUMENTED       NGS
 BN0460  HISTORY     - 1991     GOOD             USPSQD
 BN0460  HISTORY     - 19960806 GOOD             USPSQD
 BN0460
 BN0460                          STATION DESCRIPTION
 BN0460
 BN0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0460'25.6 KM (15.9 MI) SOUTH FROM MENARD.
 BN0460'25.6 KM (15.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0460'WITH U.S. HIGHWAY 190 AT THE NORTH EDGE OF MENARD, OR 26.6 KM (16.55
 BN0460'MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH U.S.
 BN0460'HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, AT A HIGHWAY CUT
 BN0460'BANK, IN A 3 BY 15 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 12.5 METERS
 BN0460'(41.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.8 METERS (32.2 FT)
 BN0460'NORTH-NORTHEAST OF UTILITY POLE NUMBER 3-290 AND 2.3 METERS (7.5 FT)
 BN0460'EAST OF A FENCE.
 BN0460'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BN0460'THE MARK IS 1.7 M ABOVE THE HIGHWAY.
 BN0460
 BN0460                          STATION RECOVERY (1991)
 BN0460
 BN0460'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0460'RECOVERED IN GOOD CONDITION.
 BN0460
 BN0460                          STATION RECOVERY (1996)
 BN0460
 BN0460'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0889 ***********************************************************************
 CA0889  DESIGNATION -  H 1450
 CA0889  PID         -  CA0889
 CA0889  STATE/COUNTY-  TX/COLEMAN
 CA0889  USGS QUAD   -  NOVICE EAST (1987)
 CA0889
 CA0889                         *CURRENT SURVEY CONTROL
 CA0889  ___________________________________________________________________
 CA0889* NAD 83(1986)-  31 59 05.     (N)    099 34 27.     (W)     SCALED    
 CA0889* NAVD 88     -       580.242  (meters)    1903.68   (feet)  ADJUSTED  
 CA0889  ___________________________________________________________________
 CA0889  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CA0889  DYNAMIC HT  -         579.478 (meters)    1901.17  (feet)  COMP
 CA0889  MODELED GRAV-     979,303.4   (mgal)                       NAVD 88
 CA0889
 CA0889  VERT ORDER  -  FIRST     CLASS II
 CA0889
 CA0889.The horizontal coordinates were scaled from a topographic map and have
 CA0889.an estimated accuracy of +/- 6 seconds.
 CA0889
 CA0889.The orthometric height was determined by differential leveling
 CA0889.and adjusted by the National Geodetic Survey in June 1991..
 CA0889
 CA0889.The geoid height was determined by GEOID03.
 CA0889
 CA0889.The dynamic height is computed by dividing the NAVD 88
 CA0889.geopotential number by the normal gravity value computed on the
 CA0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0889.degrees latitude (g = 980.6199 gals.).
 CA0889
 CA0889.The modeled gravity was interpolated from observed gravity values.
 CA0889
 CA0889;                    North         East    Units  Estimated Accuracy
 CA0889;SPC TX C     - 3,257,230.      771,750.      MT  (+/- 180 meters Scaled)
 CA0889
 CA0889                          SUPERSEDED SURVEY CONTROL
 CA0889
 CA0889.No superseded survey control is available for this station.
 CA0889
 CA0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA457388(NAD 83)
 CA0889_MARKER: DB = BENCH MARK DISK
 CA0889_SETTING: 66 = SET IN ROCK OUTCROP
 CA0889_SP_SET: ROCK OUTCROP
 CA0889_STAMPING: H 1450 1982
 CA0889_MARK LOGO: NGS   
 CA0889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0889+STABILITY: POSITION/ELEVATION WELL
 CA0889
 CA0889  HISTORY     - Date     Condition        Report By
 CA0889  HISTORY     - 1982     MONUMENTED       NGS
 CA0889
 CA0889                          STATION DESCRIPTION
 CA0889
 CA0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0889'20.6 KM (12.8 MI) NW FROM COLEMAN.
 CA0889'20.6 KM (12.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CA0889'JUNCTION WITH U.S. HIGHWAY 283 AT THE NORTH EDGE OF COLEMAN, 0.2 KM
 CA0889'(0.1 MI) NORTHWEST OF A DRIVEWAY LEADING NORTHEAST, IN THE CENTER OF A
 CA0889'4 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 17.1 METERS (56.1 FT)
 CA0889'SOUTH-SOUTHWEST OF A UTILITY POLE WITH TWO GUY WIRES, 16.3 METERS
 CA0889'(53.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 METERS
 CA0889'(45.0 FT) NORTHWEST OF A T-FENCE CORNER, 12.7 METERS (41.7 FT) SOUTH
 CA0889'OF A UTILITY POLE WITH TWO GUY WIRES AND 3.1 METERS (10.2 FT)
 CA0889'SOUTHWEST OF A FENCE.
 CA0889'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CA0889'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0843 ***********************************************************************
 CT0843  DESIGNATION -  H 1451
 CT0843  PID         -  CT0843
 CT0843  STATE/COUNTY-  TX/TAYLOR
 CT0843  USGS QUAD   -  POTOSI (1984)
 CT0843
 CT0843                         *CURRENT SURVEY CONTROL
 CT0843  ___________________________________________________________________
 CT0843* NAD 83(1986)-  32 21 58.     (N)    099 44 48.     (W)     SCALED    
 CT0843* NAVD 88     -       547.949  (meters)    1797.73   (feet)  ADJUSTED  
 CT0843  ___________________________________________________________________
 CT0843  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CT0843  DYNAMIC HT  -         547.236 (meters)    1795.39  (feet)  COMP
 CT0843  MODELED GRAV-     979,319.1   (mgal)                       NAVD 88
 CT0843
 CT0843  VERT ORDER  -  FIRST     CLASS II
 CT0843
 CT0843.The horizontal coordinates were scaled from a topographic map and have
 CT0843.an estimated accuracy of +/- 6 seconds.
 CT0843
 CT0843.The orthometric height was determined by differential leveling
 CT0843.and adjusted by the National Geodetic Survey in June 1991..
 CT0843
 CT0843.The geoid height was determined by GEOID03.
 CT0843
 CT0843.The dynamic height is computed by dividing the NAVD 88
 CT0843.geopotential number by the normal gravity value computed on the
 CT0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0843.degrees latitude (g = 980.6199 gals.).
 CT0843
 CT0843.The modeled gravity was interpolated from observed gravity values.
 CT0843
 CT0843;                    North         East    Units  Estimated Accuracy
 CT0843;SPC TXNC     - 2,078,260.      482,680.      MT  (+/- 180 meters Scaled)
 CT0843
 CT0843                          SUPERSEDED SURVEY CONTROL
 CT0843
 CT0843.No superseded survey control is available for this station.
 CT0843
 CT0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA297812(NAD 83)
 CT0843_MARKER: I = METAL ROD
 CT0843_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CT0843+WITH SETTING: INFORMATION.
 CT0843_SP_SET: SHALLOW SET METAL ROD
 CT0843_STAMPING: H 1451 1982
 CT0843_MARK LOGO: NGS   
 CT0843_PROJECTION: FLUSH
 CT0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0843_ROD/PIPE-DEPTH: 3.7  meters
 CT0843
 CT0843  HISTORY     - Date     Condition        Report By
 CT0843  HISTORY     - 1982     MONUMENTED       NGS
 CT0843
 CT0843                          STATION DESCRIPTION
 CT0843
 CT0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0843'10.3 KM (6.4 MI) SOUTH FROM ABILENE.
 CT0843'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0843'STATION IN ABILENE, THENCE 5.3 KM (3.3 MI) SOUTHERLY ALONG THE
 CT0843'SOUTHERN PACIFIC RAILROAD, THENCE 4.0 KM (2.5 MI) SOUTHERLY ALONG U.S.
 CT0843'HIGHWAYS 83 AND 84, 0.8 KM (0.5 MI) SOUTH OF A SIDE ROAD LEADING WEST,
 CT0843'26.7 METERS (87.6 FT) SOUTH OF THE MOST EASTERLY ONE OF TWO UTILITY
 CT0843'POLES, 18.9 METERS (62.0 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 CT0843'LANES OF THE HIGHWAY, 14.0 METERS (45.9 FT) NORTH OF THE CENTER OF A
 CT0843'DRIVEWAY LEADING WEST AND 4.7 METERS (15.4 FT) NORTH OF A FENCE
 CT0843'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0843'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0733 ***********************************************************************
 CV0733  DESIGNATION -  H 1452
 CV0733  PID         -  CV0733
 CV0733  STATE/COUNTY-  TX/MIDLAND
 CV0733  USGS QUAD   -  NORTHEAST MIDLAND (1974)
 CV0733
 CV0733                         *CURRENT SURVEY CONTROL
 CV0733  ___________________________________________________________________
 CV0733* NAD 83(1986)-  32 01 59.     (N)    102 00 03.     (W)     SCALED    
 CV0733* NAVD 88     -       847.348  (meters)    2780.01   (feet)  ADJUSTED  
 CV0733  ___________________________________________________________________
 CV0733  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 CV0733  DYNAMIC HT  -         846.161 (meters)    2776.11  (feet)  COMP
 CV0733  MODELED GRAV-     979,209.9   (mgal)                       NAVD 88
 CV0733
 CV0733  VERT ORDER  -  FIRST     CLASS II
 CV0733
 CV0733.The horizontal coordinates were scaled from a topographic map and have
 CV0733.an estimated accuracy of +/- 6 seconds.
 CV0733
 CV0733.The orthometric height was determined by differential leveling
 CV0733.and adjusted by the National Geodetic Survey in June 1991..
 CV0733
 CV0733.The geoid height was determined by GEOID03.
 CV0733
 CV0733.The dynamic height is computed by dividing the NAVD 88
 CV0733.geopotential number by the normal gravity value computed on the
 CV0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0733.degrees latitude (g = 980.6199 gals.).
 CV0733
 CV0733.The modeled gravity was interpolated from observed gravity values.
 CV0733
 CV0733;                    North         East    Units  Estimated Accuracy
 CV0733;SPC TX C     - 3,263,520.      542,490.      MT  (+/- 180 meters Scaled)
 CV0733
 CV0733                          SUPERSEDED SURVEY CONTROL
 CV0733
 CV0733.No superseded survey control is available for this station.
 CV0733
 CV0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR832480(NAD 83)
 CV0733_MARKER: I = METAL ROD
 CV0733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CV0733_SP_SET: STAINLESS STEEL ROD
 CV0733_STAMPING: H 1452 1982
 CV0733_MARK LOGO: NGS   
 CV0733_PROJECTION: FLUSH
 CV0733_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0733_ROD/PIPE-DEPTH: 6.7  meters
 CV0733
 CV0733  HISTORY     - Date     Condition        Report By
 CV0733  HISTORY     - 1982     MONUMENTED       NGS
 CV0733  HISTORY     - 20000402 GOOD             LOCSUR
 CV0733
 CV0733                          STATION DESCRIPTION
 CV0733
 CV0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0733'7.9 KM (4.9 MI) NE FROM MIDLAND.
 CV0733'7.9 KM (4.9 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CV0733'FROM THE POST OFFICE IN MIDLAND, 18.9 METERS (62.0 FT) SOUTHEAST OF
 CV0733'THE CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 80, 7.9 METERS
 CV0733'(25.9 FT) NORTHWEST OF THE NEAR RAIL AND 1.4 METERS (4.6 FT)
 CV0733'NORTH-NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CV0733'THROUGH A 5-INCH LOGO CAP.
 CV0733'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 CV0733'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CV0733
 CV0733                          STATION RECOVERY (2000)
 CV0733
 CV0733'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JW)
 CV0733'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0799 ***********************************************************************
 CU0799  DESIGNATION -  H 1453
 CU0799  PID         -  CU0799
 CU0799  STATE/COUNTY-  TX/HOWARD
 CU0799  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0799
 CU0799                         *CURRENT SURVEY CONTROL
 CU0799  ___________________________________________________________________
 CU0799* NAD 83(1986)-  32 15 50.     (N)    101 29 27.     (W)     SCALED    
 CU0799* NAVD 88     -       756.251  (meters)    2481.13   (feet)  ADJUSTED  
 CU0799  ___________________________________________________________________
 CU0799  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CU0799  DYNAMIC HT  -         755.214 (meters)    2477.73  (feet)  COMP
 CU0799  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 CU0799
 CU0799  VERT ORDER  -  FIRST     CLASS II
 CU0799
 CU0799.The horizontal coordinates were scaled from a topographic map and have
 CU0799.an estimated accuracy of +/- 6 seconds.
 CU0799
 CU0799.The orthometric height was determined by differential leveling
 CU0799.and adjusted by the National Geodetic Survey in June 1991..
 CU0799
 CU0799.The geoid height was determined by GEOID03.
 CU0799
 CU0799.The dynamic height is computed by dividing the NAVD 88
 CU0799.geopotential number by the normal gravity value computed on the
 CU0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0799.degrees latitude (g = 980.6199 gals.).
 CU0799
 CU0799.The modeled gravity was interpolated from observed gravity values.
 CU0799
 CU0799;                    North         East    Units  Estimated Accuracy
 CU0799;SPC TXNC     - 2,070,240.      318,250.      MT  (+/- 180 meters Scaled)
 CU0799
 CU0799                          SUPERSEDED SURVEY CONTROL
 CU0799
 CU0799.No superseded survey control is available for this station.
 CU0799
 CU0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA653724(NAD 83)
 CU0799_MARKER: DB = BENCH MARK DISK
 CU0799_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0799_SP_SET: PIER
 CU0799_STAMPING: H 1453 1982
 CU0799_MARK LOGO: NGS   
 CU0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0799+STABILITY: POSITION/ELEVATION WELL
 CU0799
 CU0799  HISTORY     - Date     Condition        Report By
 CU0799  HISTORY     - 1982     MONUMENTED       NGS
 CU0799
 CU0799                          STATION DESCRIPTION
 CU0799
 CU0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0799'IN BIG SPRING.
 CU0799'IN BIG SPRING, AT THE JUNCTION OF INTERSTATE HIGHWAY 20 AND U.S.
 CU0799'HIGHWAY 87, SET VERTICALLY IN THE NORTHWEST FACE OF THE MOST
 CU0799'SOUTHWESTERLY 1 OF 4 PIERS OF THE U.S. HIGHWAY 87 OVERPASS AND 9.7
 CU0799'METERS (31.8 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES
 CU0799'OF THE HIGHWAY.
 CU0799'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0432 ***********************************************************************
 BN0432  DESIGNATION -  H 1454
 BN0432  PID         -  BN0432
 BN0432  STATE/COUNTY-  TX/KIMBLE
 BN0432  USGS QUAD   -  BAILEY CREEK (1987)
 BN0432
 BN0432                         *CURRENT SURVEY CONTROL
 BN0432  ___________________________________________________________________
 BN0432* NAD 83(1986)-  30 24 04.     (N)    099 52 31.     (W)     SCALED    
 BN0432* NAVD 88     -       551.069  (meters)    1807.97   (feet)  ADJUSTED  
 BN0432  ___________________________________________________________________
 BN0432  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 BN0432  DYNAMIC HT  -         550.286 (meters)    1805.40  (feet)  COMP
 BN0432  MODELED GRAV-     979,202.0   (mgal)                       NAVD 88
 BN0432
 BN0432  VERT ORDER  -  FIRST     CLASS II
 BN0432
 BN0432.The horizontal coordinates were scaled from a topographic map and have
 BN0432.an estimated accuracy of +/- 6 seconds.
 BN0432
 BN0432.The orthometric height was determined by differential leveling
 BN0432.and adjusted by the National Geodetic Survey in June 1991..
 BN0432
 BN0432.The geoid height was determined by GEOID03.
 BN0432
 BN0432.The dynamic height is computed by dividing the NAVD 88
 BN0432.geopotential number by the normal gravity value computed on the
 BN0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0432.degrees latitude (g = 980.6199 gals.).
 BN0432
 BN0432.The modeled gravity was interpolated from observed gravity values.
 BN0432
 BN0432;                    North         East    Units  Estimated Accuracy
 BN0432;SPC TX C     - 3,081,510.      744,010.      MT  (+/- 180 meters Scaled)
 BN0432
 BN0432                          SUPERSEDED SURVEY CONTROL
 BN0432
 BN0432.No superseded survey control is available for this station.
 BN0432
 BN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU159635(NAD 83)
 BN0432_MARKER: I = METAL ROD
 BN0432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0432_SP_SET: STAINLESS STEEL ROD
 BN0432_STAMPING: H 1454 1982
 BN0432_MARK LOGO: NGS   
 BN0432_PROJECTION: FLUSH
 BN0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0432_ROD/PIPE-DEPTH: 4.3  meters
 BN0432
 BN0432  HISTORY     - Date     Condition        Report By
 BN0432  HISTORY     - 1982     MONUMENTED       NGS
 BN0432  HISTORY     - 19981121 GOOD             USPSQD
 BN0432
 BN0432                          STATION DESCRIPTION
 BN0432
 BN0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0432'15.5 KM (9.65 MI) SW FROM JUNCTION.
 BN0432'15.5 KM (9.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0432'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT THE ENTRANCE TO
 BN0432'THE TRIPLE R RANCH, 30.5 METERS (100.1 FT) SOUTHEAST OF THE CENTERLINE
 BN0432'OF THE HIGHWAY, 21.6 METERS (70.9 FT) EAST-SOUTHEAST OF THE CENTER OF
 BN0432'THE ENTRANCE TO THE RANCH AND 9.5 METERS (31.2 FT) NORTHEAST OF THE
 BN0432'CENTER OF A TRACK ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BN0432'5-INCH LOGO CAP.
 BN0432'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BN0432'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0432
 BN0432                          STATION RECOVERY (1998)
 BN0432
 BN0432'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0826 ***********************************************************************
 CA0826  DESIGNATION -  H 1455
 CA0826  PID         -  CA0826
 CA0826  STATE/COUNTY-  TX/MCCULLOCH
 CA0826  USGS QUAD   -  MERCURY (1987)
 CA0826
 CA0826                         *CURRENT SURVEY CONTROL
 CA0826  ___________________________________________________________________
 CA0826* NAD 83(1986)-  31 23 36.     (N)    099 10 12.     (W)     SCALED    
 CA0826* NAVD 88     -       461.995  (meters)    1515.73   (feet)  ADJUSTED  
 CA0826  ___________________________________________________________________
 CA0826  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 CA0826  DYNAMIC HT  -         461.380 (meters)    1513.71  (feet)  COMP
 CA0826  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 CA0826
 CA0826  VERT ORDER  -  FIRST     CLASS II
 CA0826
 CA0826.The horizontal coordinates were scaled from a topographic map and have
 CA0826.an estimated accuracy of +/- 6 seconds.
 CA0826
 CA0826.The orthometric height was determined by differential leveling
 CA0826.and adjusted by the National Geodetic Survey in June 1991..
 CA0826
 CA0826.The geoid height was determined by GEOID03.
 CA0826
 CA0826.The dynamic height is computed by dividing the NAVD 88
 CA0826.geopotential number by the normal gravity value computed on the
 CA0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0826.degrees latitude (g = 980.6199 gals.).
 CA0826
 CA0826.The modeled gravity was interpolated from observed gravity values.
 CA0826
 CA0826;                    North         East    Units  Estimated Accuracy
 CA0826;SPC TX C     - 3,191,990.      810,630.      MT  (+/- 180 meters Scaled)
 CA0826
 CA0826                          SUPERSEDED SURVEY CONTROL
 CA0826
 CA0826.No superseded survey control is available for this station.
 CA0826
 CA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV838732(NAD 83)
 CA0826_MARKER: I = METAL ROD
 CA0826_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0826+WITH SETTING: INFORMATION.
 CA0826_SP_SET: SHALLOW SET METAL ROD
 CA0826_STAMPING: H 1455 1982
 CA0826_MARK LOGO: NGS   
 CA0826_PROJECTION: FLUSH
 CA0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0826+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0826_ROD/PIPE-DEPTH: 3.0  meters
 CA0826
 CA0826  HISTORY     - Date     Condition        Report By
 CA0826  HISTORY     - 1982     MONUMENTED       NGS
 CA0826  HISTORY     - 19950826 GOOD             USPSQD
 CA0826  HISTORY     - 20060319 GOOD             USPSQD
 CA0826
 CA0826                          STATION DESCRIPTION
 CA0826
 CA0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0826'33.2 KM (20.6 MI) NE FROM BRADY.
 CA0826'33.2 KM (20.6 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0826'COURTHOUSE IN BRADY, 0.2 KM (0.1 MI) NORTH OF A FIELD ENTRANCE, 24.2
 CA0826'METERS (79.4 FT) WEST-NORTHWEST OF A UTILITY POLE AND 15.0 METERS
 CA0826'(49.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS
 CA0826'REACHED AT 10.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0826'LOGO CAP.
 CA0826'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CA0826'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0826
 CA0826                          STATION RECOVERY (1995)
 CA0826
 CA0826'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0826'RECOVERED IN GOOD CONDITION.
 CA0826
 CA0826                          STATION RECOVERY (2006)
 CA0826
 CA0826'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0826'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0845 ***********************************************************************
 CA0845  DESIGNATION -  H 1456
 CA0845  PID         -  CA0845
 CA0845  STATE/COUNTY-  TX/BROWN
 CA0845  USGS QUAD   -  BANGS EAST (1987)
 CA0845
 CA0845                         *CURRENT SURVEY CONTROL
 CA0845  ___________________________________________________________________
 CA0845* NAD 83(1986)-  31 38 10.     (N)    099 01 19.     (W)     SCALED    
 CA0845* NAVD 88     -       469.824  (meters)    1541.41   (feet)  ADJUSTED  
 CA0845  ___________________________________________________________________
 CA0845  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CA0845  DYNAMIC HT  -         469.207 (meters)    1539.39  (feet)  COMP
 CA0845  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 CA0845
 CA0845  VERT ORDER  -  FIRST     CLASS II
 CA0845
 CA0845.The horizontal coordinates were scaled from a topographic map and have
 CA0845.an estimated accuracy of +/- 6 seconds.
 CA0845
 CA0845.The orthometric height was determined by differential leveling
 CA0845.and adjusted by the National Geodetic Survey in June 1991..
 CA0845
 CA0845.The geoid height was determined by GEOID03.
 CA0845
 CA0845.The dynamic height is computed by dividing the NAVD 88
 CA0845.geopotential number by the normal gravity value computed on the
 CA0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0845.degrees latitude (g = 980.6199 gals.).
 CA0845
 CA0845.The modeled gravity was interpolated from observed gravity values.
 CA0845
 CA0845;                    North         East    Units  Estimated Accuracy
 CA0845;SPC TX C     - 3,219,060.      824,390.      MT  (+/- 180 meters Scaled)
 CA0845
 CA0845                          SUPERSEDED SURVEY CONTROL
 CA0845
 CA0845.No superseded survey control is available for this station.
 CA0845
 CA0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA979001(NAD 83)
 CA0845_MARKER: I = METAL ROD
 CA0845_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0845+WITH SETTING: INFORMATION.
 CA0845_SP_SET: SHALLOW SET METAL ROD
 CA0845_STAMPING: H 1456 1982
 CA0845_MARK LOGO: NGS   
 CA0845_PROJECTION: FLUSH
 CA0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0845_ROD/PIPE-DEPTH: 3.0  meters
 CA0845
 CA0845  HISTORY     - Date     Condition        Report By
 CA0845  HISTORY     - 1982     MONUMENTED       NGS
 CA0845
 CA0845                          STATION DESCRIPTION
 CA0845
 CA0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0845'11.3 KM (7.0 MI) SW FROM BROWNWOOD.
 CA0845'11.3 KM (7.0 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 CA0845'JUNCTION WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, 0.3 KM (0.2 MI)
 CA0845'SOUTHWEST OF FARM ROAD 1176 LEADING WEST, 85.3 METERS (279.9 FT)
 CA0845'NORTHEAST OF THE NORTH END OF A BOX CULVERT, 37.6 METERS (123.4 FT)
 CA0845'SOUTHWEST OF THE NORTHWEST LEG OF A HIGHWAY INFORMATION SIGN (WINCHELL
 CA0845'15 BRADY 41), 14.3 METERS (46.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 CA0845'HIGHWAY AND 2.2 METERS (7.2 FT) SOUTHWEST OF A UTILITY POLE.
 CA0845'NOTE=REFUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE DATUM POINT IS
 CA0845'THROUGH A 5-INCH LOGO CAP.
 CA0845'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 CA0845'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0869 ***********************************************************************
 CA0869  DESIGNATION -  H 1457
 CA0869  PID         -  CA0869
 CA0869  STATE/COUNTY-  TX/COLEMAN
 CA0869  USGS QUAD   -  SANTA ANNA (1987)
 CA0869
 CA0869                         *CURRENT SURVEY CONTROL
 CA0869  ___________________________________________________________________
 CA0869* NAD 83(1986)-  31 44 36.     (N)    099 20 16.     (W)     SCALED    
 CA0869* NAVD 88     -       529.115  (meters)    1735.94   (feet)  ADJUSTED  
 CA0869  ___________________________________________________________________
 CA0869  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CA0869  DYNAMIC HT  -         528.417 (meters)    1733.65  (feet)  COMP
 CA0869  MODELED GRAV-     979,303.4   (mgal)                       NAVD 88
 CA0869
 CA0869  VERT ORDER  -  FIRST     CLASS II
 CA0869
 CA0869.The horizontal coordinates were scaled from a topographic map and have
 CA0869.an estimated accuracy of +/- 6 seconds.
 CA0869
 CA0869.The orthometric height was determined by differential leveling
 CA0869.and adjusted by the National Geodetic Survey in June 1991..
 CA0869
 CA0869.The geoid height was determined by GEOID03.
 CA0869
 CA0869.The dynamic height is computed by dividing the NAVD 88
 CA0869.geopotential number by the normal gravity value computed on the
 CA0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0869.degrees latitude (g = 980.6199 gals.).
 CA0869
 CA0869.The modeled gravity was interpolated from observed gravity values.
 CA0869
 CA0869;                    North         East    Units  Estimated Accuracy
 CA0869;SPC TX C     - 3,230,640.      794,330.      MT  (+/- 180 meters Scaled)
 CA0869
 CA0869                          SUPERSEDED SURVEY CONTROL
 CA0869
 CA0869.No superseded survey control is available for this station.
 CA0869
 CA0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA680120(NAD 83)
 CA0869_MARKER: DB = BENCH MARK DISK
 CA0869_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CA0869_SP_SET: PIER
 CA0869_STAMPING: H 1457 1982
 CA0869_MARK LOGO: NGS   
 CA0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0869+STABILITY: POSITION/ELEVATION WELL
 CA0869
 CA0869  HISTORY     - Date     Condition        Report By
 CA0869  HISTORY     - 1982     MONUMENTED       NGS
 CA0869
 CA0869                          STATION DESCRIPTION
 CA0869
 CA0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0869'15.9 KM (9.9 MI) SE FROM COLEMAN.
 CA0869'15.6 KM (9.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM ITS
 CA0869'JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, THENCE
 CA0869'0.3 KM (0.2 MI) WEST ALONG U.S. HIGHWAY 67, SET VERTICALLY IN THE WEST
 CA0869'FACE OF THE MOST SOUTHERLY ONE OF THREE PIERS OF THE FIRST SET OF
 CA0869'PIERS WEST OF THE EAST ABUTMENT OF THE OVERPASS OVER THE ATCHISON,
 CA0869'TOPEKA AND SANTA FE RAILROAD IN SANTA ANNA, 22.5 METERS (73.8 FT)
 CA0869'NORTHEAST OF THE NEAR RAIL, 12.9 METERS (42.3 FT) WEST OF THE EAST
 CA0869'ABUTMENT OF THE OVERPASS, 6.4 METERS (21.0 FT) SOUTH OF THE CENTERLINE
 CA0869'OF THE HIGHWAY AND 5.7 METERS (18.7 FT) BELOW THE HIGHWAY.
 CA0869'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0729 ***********************************************************************
 CU0729  DESIGNATION -  H 1458
 CU0729  PID         -  CU0729
 CU0729  STATE/COUNTY-  TX/NOLAN
 CU0729  USGS QUAD   -  CHALK PEAK (1984)
 CU0729
 CU0729                         *CURRENT SURVEY CONTROL
 CU0729  ___________________________________________________________________
 CU0729* NAD 83(1986)-  32 29 38.     (N)    100 08 54.     (W)     SCALED    
 CU0729* NAVD 88     -       601.477  (meters)    1973.35   (feet)  ADJUSTED  
 CU0729  ___________________________________________________________________
 CU0729  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CU0729  DYNAMIC HT  -         600.691 (meters)    1970.77  (feet)  COMP
 CU0729  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 CU0729
 CU0729  VERT ORDER  -  FIRST     CLASS II
 CU0729
 CU0729.The horizontal coordinates were scaled from a topographic map and have
 CU0729.an estimated accuracy of +/- 6 seconds.
 CU0729
 CU0729.The orthometric height was determined by differential leveling
 CU0729.and adjusted by the National Geodetic Survey in June 1991..
 CU0729
 CU0729.The geoid height was determined by GEOID03.
 CU0729
 CU0729.The dynamic height is computed by dividing the NAVD 88
 CU0729.geopotential number by the normal gravity value computed on the
 CU0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0729.degrees latitude (g = 980.6199 gals.).
 CU0729
 CU0729.The modeled gravity was interpolated from observed gravity values.
 CU0729
 CU0729;                    North         East    Units  Estimated Accuracy
 CU0729;SPC TXNC     - 2,092,950.      445,100.      MT  (+/- 180 meters Scaled)
 CU0729
 CU0729                          SUPERSEDED SURVEY CONTROL
 CU0729
 CU0729.No superseded survey control is available for this station.
 CU0729
 CU0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA921957(NAD 83)
 CU0729_MARKER: DB = BENCH MARK DISK
 CU0729_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0729_SP_SET: PIER
 CU0729_STAMPING: H 1458 1982
 CU0729_MARK LOGO: NGS   
 CU0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0729+STABILITY: POSITION/ELEVATION WELL
 CU0729
 CU0729  HISTORY     - Date     Condition        Report By
 CU0729  HISTORY     - 1982     MONUMENTED       NGS
 CU0729
 CU0729                          STATION DESCRIPTION
 CU0729
 CU0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0729'25.2 KM (15.65 MI) EAST FROM SWEETWATER.
 CU0729'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0729'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0729'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0729'20.8 KM (12.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, SET VERTICALLY
 CU0729'IN THE NORTH FACE OF THE MOST SOUTHERLY ONE OF THREE PIERS OF THE
 CU0729'FOURTH SET OF PIERS WEST OF THE EAST ABUTMENT OF THE HIGHWAY OVERPASS
 CU0729'OVER THE TEXAS AND PACIFIC RAILROAD, 19.0 METERS (62.3 FT) WEST OF
 CU0729'RAILROAD MILEPOST 431 AND 2.6 METERS (8.5 FT) NORTH-NORTHEAST OF THE
 CU0729'NEAR RAIL.
 CU0729'THE MARK IS 1.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0764 ***********************************************************************
 CU0764  DESIGNATION -  H 1459
 CU0764  PID         -  CU0764
 CU0764  STATE/COUNTY-  TX/MITCHELL
 CU0764  USGS QUAD   -  COLORADO CITY (1979)
 CU0764
 CU0764                         *CURRENT SURVEY CONTROL
 CU0764  ___________________________________________________________________
 CU0764* NAD 83(1986)-  32 23 42.     (N)    100 49 43.     (W)     SCALED    
 CU0764* NAVD 88     -       656.736  (meters)    2154.64   (feet)  ADJUSTED  
 CU0764  ___________________________________________________________________
 CU0764  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CU0764  DYNAMIC HT  -         655.859 (meters)    2151.76  (feet)  COMP
 CU0764  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 CU0764
 CU0764  VERT ORDER  -  FIRST     CLASS II
 CU0764
 CU0764.The horizontal coordinates were scaled from a topographic map and have
 CU0764.an estimated accuracy of +/- 6 seconds.
 CU0764
 CU0764.The orthometric height was determined by differential leveling
 CU0764.and adjusted by the National Geodetic Survey in June 1991..
 CU0764
 CU0764.The geoid height was determined by GEOID03.
 CU0764
 CU0764.The dynamic height is computed by dividing the NAVD 88
 CU0764.geopotential number by the normal gravity value computed on the
 CU0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0764.degrees latitude (g = 980.6199 gals.).
 CU0764
 CU0764.The modeled gravity was interpolated from observed gravity values.
 CU0764
 CU0764;                    North         East    Units  Estimated Accuracy
 CU0764;SPC TXNC     - 2,083,190.      380,940.      MT  (+/- 180 meters Scaled)
 CU0764
 CU0764                          SUPERSEDED SURVEY CONTROL
 CU0764
 CU0764.No superseded survey control is available for this station.
 CU0764
 CU0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA280856(NAD 83)
 CU0764_MARKER: I = METAL ROD
 CU0764_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0764_SP_SET: STAINLESS STEEL ROD
 CU0764_STAMPING: H 1459 1982
 CU0764_MARK LOGO: NGS   
 CU0764_PROJECTION: FLUSH
 CU0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0764_ROD/PIPE-DEPTH: 3.7  meters
 CU0764
 CU0764  HISTORY     - Date     Condition        Report By
 CU0764  HISTORY     - 1982     MONUMENTED       NGS
 CU0764
 CU0764                          STATION DESCRIPTION
 CU0764
 CU0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0764'5.1 KM (3.15 MI) EAST FROM COLORADO CITY.
 CU0764'4.2 KM (2.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION
 CU0764'WITH STATE HIGHWAY 208 IN COLORADO CITY, THENCE 0.9 KM (0.55 MI)
 CU0764'WESTERLY ALONG BUSINESS U. S. HIGHWAY 80, 33.8 METERS (110.9 FT)
 CU0764'NORTHWEST OF THE NORTHWEST END OF A BOX CULVERT, 18.2 METERS (59.7 FT)
 CU0764'NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.0 METERS (29.5 FT) EAST OF
 CU0764'THE EXTENDED CENTER OF A PAVED ROAD LEADING SOUTH AND 2.9 METERS (9.5
 CU0764'FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CU0764'A 5-INCH LOGO CAP.
 CU0764'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CU0764'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0127 ***********************************************************************
 CE0127  DESIGNATION -  H 146
 CE0127  PID         -  CE0127
 CE0127  STATE/COUNTY-  TX/EL PASO
 CE0127  USGS QUAD   -  EL PASO (1997)
 CE0127
 CE0127                         *CURRENT SURVEY CONTROL
 CE0127  ___________________________________________________________________
 CE0127* NAD 83(1986)-  31 47 57.     (N)    106 25 27.     (W)     SCALED    
 CE0127* NAVD 88     -      1185.734  (meters)    3890.20   (feet)  POSTED    
 CE0127  ___________________________________________________________________
 CE0127  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CE0127  DYNAMIC HT  -        1183.920 (meters)    3884.24  (feet)  COMP
 CE0127  MODELED GRAV-     979,072.7   (mgal)                       NAVD 88
 CE0127
 CE0127  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CE0127
 CE0127.The horizontal coordinates were scaled from a topographic map and have
 CE0127.an estimated accuracy of +/- 6 seconds.
 CE0127
 CE0127.The orthometric height was determined by differential leveling
 CE0127.and adjusted by the National Geodetic Survey in 1992..
 CE0127.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CE0127.rate of 4.1 thru 8.0 mm/km.
 CE0127
 CE0127.The geoid height was determined by GEOID03.
 CE0127
 CE0127.The dynamic height is computed by dividing the NAVD 88
 CE0127.geopotential number by the normal gravity value computed on the
 CE0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0127.degrees latitude (g = 980.6199 gals.).
 CE0127
 CE0127.The modeled gravity was interpolated from observed gravity values.
 CE0127
 CE0127;                    North         East    Units  Estimated Accuracy
 CE0127;SPC TX C     - 3,252,190.      123,510.      MT  (+/- 180 meters Scaled)
 CE0127
 CE0127                          SUPERSEDED SURVEY CONTROL
 CE0127
 CE0127  NGVD 29 (??/??/92) 1185.212  (m)         3888.48   (f) ADJ UNCH    1 2
 CE0127
 CE0127.Superseded values are not recommended for survey control.
 CE0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0127.See file dsdata.txt to determine how the superseded data were derived.
 CE0127
 CE0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR651190(NAD 83)
 CE0127_MARKER: DB = BENCH MARK DISK
 CE0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0127_STAMPING: H 146 1954
 CE0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0127+STABILITY: SURFACE MOTION
 CE0127
 CE0127  HISTORY     - Date     Condition        Report By
 CE0127  HISTORY     - 1954     MONUMENTED       CGS
 CE0127
 CE0127                          STATION DESCRIPTION
 CE0127
 CE0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0127'5.75 MI NE FROM EL PASO.
 CE0127'4.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0127'STATION AT EL PASO, THENCE 0.6 MILE EAST ALONG PERSHING DRIVE, THENCE
 CE0127'0.55 MILE SOUTHEAST ALONG SHERIDAN ROAD, 250 FEET EAST OF THE CENTER
 CE0127'LINE OF PORTER ROAD, 32 FEET NORTH OF THE CENTER LINE OF SHERIDAN
 CE0127'ROAD, 5 FEET EAST OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST
 CE0127'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0867 ***********************************************************************
 CU0867  DESIGNATION -  H 1460
 CU0867  PID         -  CU0867
 CU0867  STATE/COUNTY-  TX/MITCHELL
 CU0867  USGS QUAD   -  INADALE (1969)
 CU0867
 CU0867                         *CURRENT SURVEY CONTROL
 CU0867  ___________________________________________________________________
 CU0867* NAD 83(1993)-  32 31 32.21155(N)    100 40 01.29484(W)     ADJUSTED  
 CU0867* NAVD 88     -       730.057  (meters)    2395.20   (feet)  ADJUSTED  
 CU0867  ___________________________________________________________________
 CU0867  X           -    -996,498.723 (meters)                     COMP
 CU0867  Y           -  -5,290,507.476 (meters)                     COMP
 CU0867  Z           -   3,410,096.523 (meters)                     COMP
 CU0867  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 CU0867  ELLIP HEIGHT-         703.07  (meters)          (02/16/96) GPS OBS
 CU0867  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 CU0867  DYNAMIC HT  -         729.075 (meters)    2391.97  (feet)  COMP
 CU0867  MODELED GRAV-     979,270.1   (mgal)                       NAVD 88
 CU0867
 CU0867  HORZ ORDER  -  THIRD
 CU0867  VERT ORDER  -  FIRST     CLASS II
 CU0867  ELLP ORDER  -  FIFTH     CLASS I
 CU0867
 CU0867.The horizontal coordinates were established by GPS observations
 CU0867.and adjusted by the National Geodetic Survey in February 1996..
 CU0867
 CU0867.The orthometric height was determined by differential leveling
 CU0867.and adjusted by the National Geodetic Survey in June 1991..
 CU0867
 CU0867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CU0867
 CU0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0867
 CU0867.The ellipsoidal height was determined by GPS observations
 CU0867.and is referenced to NAD 83.
 CU0867
 CU0867.The geoid height was determined by GEOID03.
 CU0867
 CU0867.The dynamic height is computed by dividing the NAVD 88
 CU0867.geopotential number by the normal gravity value computed on the
 CU0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0867.degrees latitude (g = 980.6199 gals.).
 CU0867
 CU0867.The modeled gravity was interpolated from observed gravity values.
 CU0867
 CU0867;                    North         East     Units Scale Factor Converg.
 CU0867;SPC TXNC     - 2,097,348.872   396,439.478   MT  0.99991448   -1 10 54.8
 CU0867;SPC TXNC     - 6,881,052.09  1,300,651.85   sFT  0.99991448   -1 10 54.8
 CU0867;UTM  14      - 3,599,923.334   343,435.942   MT  0.99990227   -0 53 47.4
 CU0867
 CU0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0867!SPC TXNC     -   0.99988962  x   0.99991448  =   0.99980411
 CU0867!UTM  14      -   0.99988962  x   0.99990227  =   0.99979190
 CU0867
 CU0867                          SUPERSEDED SURVEY CONTROL
 CU0867
 CU0867  ELLIP H (12/21/93)  702.54   (m)                       GP(       ) 4 1
 CU0867  NAD 83(1986)-  32 31 32.21666(N)    100 40 01.28448(W) AD(       ) 3
 CU0867  NAD 27      -  32 31 31.79965(N)    100 39 59.88266(W) AD(       ) 3
 CU0867  NGVD 29 (12/08/88)  729.69   (m)         2394.0    (f) LEVELING    3  
 CU0867
 CU0867.Superseded values are not recommended for survey control.
 CU0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0867.See file dsdata.txt to determine how the superseded data were derived.
 CU0867
 CU0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA4343699923(NAD 83)
 CU0867_MARKER: I = METAL ROD
 CU0867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0867_SP_SET: STAINLESS STEEL ROD
 CU0867_STAMPING: H 1460 1982
 CU0867_MARK LOGO: NGS   
 CU0867_PROJECTION: FLUSH
 CU0867_MAGNETIC: I = MARKER IS A STEEL ROD
 CU0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0867+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CU0867_ROD/PIPE-DEPTH: 4.0  meters
 CU0867
 CU0867  HISTORY     - Date     Condition        Report By
 CU0867  HISTORY     - 1982     MONUMENTED       NGS
 CU0867  HISTORY     - 1988     GOOD             NGS
 CU0867
 CU0867                          STATION DESCRIPTION
 CU0867
 CU0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0867'15.3 KM (9.5 MI) NW FROM ROSCOE.
 CU0867'15.3 KM (9.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM THE POST
 CU0867'OFFICE IN ROSCOE, 15.5 METERS (50.9 FT) SOUTHWEST OF THE CENTERLINE OF
 CU0867'THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 14.4 METERS (47.2 FT)
 CU0867'NORTHEAST OF THE NEAR RAIL OF THE ROSCOE, SNYDER AND PACIFIC RAILROAD,
 CU0867'1.5 METERS (4.9 FT) SOUTH OF THE MITCHELL-SCURRY COUNTY LINE SIGN AND
 CU0867'1.2 METERS (3.9 FT) SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER.
 CU0867'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0867'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CU0867'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 CU0867
 CU0867                          STATION RECOVERY (1988)
 CU0867
 CU0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CU0867'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI)
 CU0867'NORTHWEST OF ROSCOE, 32.2 KM (20.0 MI) SOUTHEAST OF SNYDER AND
 CU0867'ALONG THE RIGHT-OF-WAY OF US HIGHWAY 84 AT THE MITCHELL-SCURRY
 CU0867'COUNTY SIGNPOST.
 CU0867'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, PO BOX 2708, AMARILLO TX
 CU0867'79105, PHONE 806-355-5671.
 CU0867'
 CU0867'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND
 CU0867'US HIGHWAY 84, ABOUT 1.9 KM (1.2 MI) EAST OF ROSCOE, GO NORTHWEST
 CU0867'ON US HIGHWAY 84 FOR 3.5 KM (2.2 MI) TO THE JUNCTION OF FARM ROAD
 CU0867'608.  CONTINUE ON US HIGHWAY 84 FOR 11.7 KM (7.3 MI) TO FARM ROAD
 CU0867'1982 ON THE LEFT.  CONTINUE AHEAD FOR 2.5 KM (1.55 MI) TO THE
 CU0867'MITCHELL-NOLAN COUNTY LINE.  CONTINUE AHEAD FOR 0.7 KM (0.45 MI) TO
 CU0867'THE MITCHELL-SCURRY COUNTY LINE AND THE STATION ON THE LEFT ON THE
 CU0867'WEST SIDE OF THE SOUTHEAST BOUND LANES OF US HIGHWAY 84.
 CU0867'
 CU0867'THE STATION MARK IS A STAINLESS STEEL ROD DRIVEN INTO THE GROUND
 CU0867'WITH A STANDARD NGS DATUM POINT WITH A LOGO CAP STAMPED---H 1460
 CU0867'1982---.  LOCATED 15.4 METERS (50.5 FT) SOUTHWEST OF AND 1.0 METER
 CU0867'(3.3 FT) HIGHER THAN THE CENTER OF THE SOUTHEAST
 CU0867'BOUND LANES OF US HIGHWAY 84, 6.6 METERS (21.7 FT) EAST OF CABLE
 CU0867'ROUTE POST 54, 1.5 METERS (4.9 FT) SOUTH OF COUNTY SIGNPOST, 1.2
 CU0867'METERS (3.9 FT) SOUTHEAST OF A CONCRETE TEXAS FAP POST AND 0.3
 CU0867'METER (1.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 CU0867'
 CU0867'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CU0867'
 CU0867'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CU0867'
 CU0867'DESCRIBED BY D.A. BOWLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0850 ***********************************************************************
 CU0850  DESIGNATION -  H 1461
 CU0850  PID         -  CU0850
 CU0850  STATE/COUNTY-  TX/SCURRY
 CU0850  USGS QUAD   -  HERMLEIGH (1979)
 CU0850
 CU0850                         *CURRENT SURVEY CONTROL
 CU0850  ___________________________________________________________________
 CU0850* NAD 83(1986)-  32 41 54.     (N)    100 51 50.     (W)     SCALED    
 CU0850* NAVD 88     -       722.777  (meters)    2371.31   (feet)  ADJUSTED  
 CU0850  ___________________________________________________________________
 CU0850  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 CU0850  DYNAMIC HT  -         721.819 (meters)    2368.17  (feet)  COMP
 CU0850  MODELED GRAV-     979,289.3   (mgal)                       NAVD 88
 CU0850
 CU0850  VERT ORDER  -  FIRST     CLASS II
 CU0850
 CU0850.The horizontal coordinates were scaled from a topographic map and have
 CU0850.an estimated accuracy of +/- 6 seconds.
 CU0850
 CU0850.The orthometric height was determined by differential leveling
 CU0850.and adjusted by the National Geodetic Survey in June 1991..
 CU0850
 CU0850.The geoid height was determined by GEOID03.
 CU0850
 CU0850.The dynamic height is computed by dividing the NAVD 88
 CU0850.geopotential number by the normal gravity value computed on the
 CU0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0850.degrees latitude (g = 980.6199 gals.).
 CU0850
 CU0850.The modeled gravity was interpolated from observed gravity values.
 CU0850
 CU0850;                    North         East    Units  Estimated Accuracy
 CU0850;SPC TXNC     - 2,116,900.      378,380.      MT  (+/- 180 meters Scaled)
 CU0850
 CU0850                          SUPERSEDED SURVEY CONTROL
 CU0850
 CU0850.No superseded survey control is available for this station.
 CU0850
 CU0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB252193(NAD 83)
 CU0850_MARKER: DB = BENCH MARK DISK
 CU0850_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0850_SP_SET: PIER
 CU0850_STAMPING: H 1461 1982
 CU0850_MARK LOGO: NGS   
 CU0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0850+STABILITY: POSITION/ELEVATION WELL
 CU0850
 CU0850  HISTORY     - Date     Condition        Report By
 CU0850  HISTORY     - 1982     MONUMENTED       NGS
 CU0850
 CU0850                          STATION DESCRIPTION
 CU0850
 CU0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0850'0.8 KM (0.5 MI) SE FROM SNYDER.
 CU0850'0.8 KM (0.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CU0850'WITH U.S. HIGHWAY 180 IN SNYDER, SET VERTICALLY IN THE SOUTHWEST FACE
 CU0850'OF THE MOST SOUTHWESTERLY ONE OF TWO PIERS OF THE FOURTH SET OF PIERS
 CU0850'NORTHWEST OF THE SOUTHEAST ABUTMENT OF THE WEST BOUND BRIDGE OVER THE
 CU0850'SANTA FE RAILROAD AND 10.4 METERS (34.1 FT) SOUTHWEST OF THE NEAR
 CU0850'RAIL.
 CU0850'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0664 ***********************************************************************
 DQ0664  DESIGNATION -  H 1462
 DQ0664  PID         -  DQ0664
 DQ0664  STATE/COUNTY-  TX/HOCKLEY
 DQ0664  USGS QUAD   -  ANTON (1985)
 DQ0664
 DQ0664                         *CURRENT SURVEY CONTROL
 DQ0664  ___________________________________________________________________
 DQ0664* NAD 83(1986)-  33 48 41.     (N)    102 10 23.     (W)     SCALED    
 DQ0664* NAVD 88     -      1031.593  (meters)    3384.48   (feet)  ADJUSTED  
 DQ0664  ___________________________________________________________________
 DQ0664  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 DQ0664  DYNAMIC HT  -        1030.262 (meters)    3380.12  (feet)  COMP
 DQ0664  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 DQ0664
 DQ0664  VERT ORDER  -  FIRST     CLASS II
 DQ0664
 DQ0664.The horizontal coordinates were scaled from a topographic map and have
 DQ0664.an estimated accuracy of +/- 6 seconds.
 DQ0664
 DQ0664.The orthometric height was determined by differential leveling
 DQ0664.and adjusted by the National Geodetic Survey in June 1991..
 DQ0664
 DQ0664.The geoid height was determined by GEOID03.
 DQ0664
 DQ0664.The dynamic height is computed by dividing the NAVD 88
 DQ0664.geopotential number by the normal gravity value computed on the
 DQ0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0664.degrees latitude (g = 980.6199 gals.).
 DQ0664
 DQ0664.The modeled gravity was interpolated from observed gravity values.
 DQ0664
 DQ0664;                    North         East    Units  Estimated Accuracy
 DQ0664;SPC TXNC     - 2,243,780.      260,000.      MT  (+/- 180 meters Scaled)
 DQ0664
 DQ0664                          SUPERSEDED SURVEY CONTROL
 DQ0664
 DQ0664.No superseded survey control is available for this station.
 DQ0664
 DQ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT616448(NAD 83)
 DQ0664_MARKER: I = METAL ROD
 DQ0664_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ0664_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DQ0664_STAMPING: H 1462 1982
 DQ0664_MARK LOGO: NGS   
 DQ0664_PROJECTION: FLUSH
 DQ0664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ0664+STABILITY: POSITION/ELEVATION WELL
 DQ0664_ROD/PIPE-DEPTH: 11.0 meters
 DQ0664_SLEEVE-DEPTH  : 9.1 meters
 DQ0664
 DQ0664  HISTORY     - Date     Condition        Report By
 DQ0664  HISTORY     - 1982     MONUMENTED       NGS
 DQ0664  HISTORY     - 19990519 GOOD             TXDOT
 DQ0664
 DQ0664                          STATION DESCRIPTION
 DQ0664
 DQ0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0664'18.1 KM (11.25 MI) SE FROM LITTLEFIELD.
 DQ0664'18.1 KM (11.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0664'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 0.7 KM (0.45 MI)
 DQ0664'NORTHWEST OF THE JUNCTION OF FARM ROAD 168, 40.9 METERS (134.2 FT)
 DQ0664'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DQ0664'HIGHWAY, 16.3 METERS (53.5 FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD
 DQ0664'LEADING EAST AND 2.3 METERS (7.5 FT) SOUTHEAST OF UTILITY POLE NUMBER
 DQ0664'3 WITH 5 GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 DQ0664'5-INCH LOGO CAP.
 DQ0664'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DQ0664'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DQ0664
 DQ0664                          STATION RECOVERY (1999)
 DQ0664
 DQ0664'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 DQ0664'FOR MILEAGE PURPOSES, USE THE WESTERNMOST OF TWO SEPARATE JUNCTIONS OF
 DQ0664'FM 168 AND US 84 IN THE COMMUNITY OF ANTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0464 ***********************************************************************
 DP0464  DESIGNATION -  H 1463
 DP0464  PID         -  DP0464
 DP0464  STATE/COUNTY-  TX/GARZA
 DP0464  USGS QUAD   -  POST EAST (1969)
 DP0464
 DP0464                         *CURRENT SURVEY CONTROL
 DP0464  ___________________________________________________________________
 DP0464* NAD 83(1986)-  33 11 52.     (N)    101 20 20.     (W)     SCALED    
 DP0464* NAVD 88     -       769.467  (meters)    2524.49   (feet)  ADJUSTED  
 DP0464  ___________________________________________________________________
 DP0464  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 DP0464  DYNAMIC HT  -         768.486 (meters)    2521.27  (feet)  COMP
 DP0464  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 DP0464
 DP0464  VERT ORDER  -  FIRST     CLASS II
 DP0464
 DP0464.The horizontal coordinates were scaled from a topographic map and have
 DP0464.an estimated accuracy of +/- 6 seconds.
 DP0464
 DP0464.The orthometric height was determined by differential leveling
 DP0464.and adjusted by the National Geodetic Survey in June 1991..
 DP0464
 DP0464.The geoid height was determined by GEOID03.
 DP0464
 DP0464.The dynamic height is computed by dividing the NAVD 88
 DP0464.geopotential number by the normal gravity value computed on the
 DP0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0464.degrees latitude (g = 980.6199 gals.).
 DP0464
 DP0464.The modeled gravity was interpolated from observed gravity values.
 DP0464
 DP0464;                    North         East    Units  Estimated Accuracy
 DP0464;SPC TXNC     - 2,173,360.      335,360.      MT  (+/- 180 meters Scaled)
 DP0464
 DP0464                          SUPERSEDED SURVEY CONTROL
 DP0464
 DP0464.No superseded survey control is available for this station.
 DP0464
 DP0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB819756(NAD 83)
 DP0464_MARKER: I = METAL ROD
 DP0464_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP0464+WITH SETTING: INFORMATION.
 DP0464_SP_SET: SHALLOW SET METAL ROD
 DP0464_STAMPING: H 1463 1982
 DP0464_MARK LOGO: NGS   
 DP0464_PROJECTION: FLUSH
 DP0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0464_ROD/PIPE-DEPTH: 2.1  meters
 DP0464
 DP0464  HISTORY     - Date     Condition        Report By
 DP0464  HISTORY     - 1982     MONUMENTED       NGS
 DP0464
 DP0464                          STATION DESCRIPTION
 DP0464
 DP0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0464'3.8 KM (2.35 MI) EAST FROM POST.
 DP0464'3.8 KM (2.35 MI) EASTERLY ALONG U.S. HIGHWAY 380 (MAIN STREET) FROM
 DP0464'ITS JUNCTION WITH U.S. HIGHWAY 84 IN POST, 20.7 METERS (67.9 FT) WEST
 DP0464'OF THE CENTER OF THE ENTRANCE TO THE POST GARZA COUNTY MUNICIPAL
 DP0464'AIRPORT, 18.4 METERS (60.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY
 DP0464'AND 15.4 METERS (50.5 FT) WEST OF A UTILITY POLE.  NOTE=REFUSAL WAS
 DP0464'REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DP0464'CAP.
 DP0464'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DP0464'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0546 ***********************************************************************
 BN0546  DESIGNATION -  H 1464
 BN0546  PID         -  BN0546
 BN0546  STATE/COUNTY-  TX/MASON
 BN0546  USGS QUAD   -  LOYAL VALLEY (1967)
 BN0546
 BN0546                         *CURRENT SURVEY CONTROL
 BN0546  ___________________________________________________________________
 BN0546* NAD 83(1986)-  30 35 10.     (N)    099 00 57.     (W)     SCALED    
 BN0546* NAVD 88     -       458.997  (meters)    1505.89   (feet)  ADJUSTED  
 BN0546  ___________________________________________________________________
 BN0546  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 BN0546  DYNAMIC HT  -         458.373 (meters)    1503.85  (feet)  COMP
 BN0546  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 BN0546
 BN0546  VERT ORDER  -  FIRST     CLASS II
 BN0546
 BN0546.The horizontal coordinates were scaled from a topographic map and have
 BN0546.an estimated accuracy of +/- 6 seconds.
 BN0546
 BN0546.The orthometric height was determined by differential leveling
 BN0546.and adjusted by the National Geodetic Survey in June 1991..
 BN0546
 BN0546.The geoid height was determined by GEOID03.
 BN0546
 BN0546.The dynamic height is computed by dividing the NAVD 88
 BN0546.geopotential number by the normal gravity value computed on the
 BN0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0546.degrees latitude (g = 980.6199 gals.).
 BN0546
 BN0546.The modeled gravity was interpolated from observed gravity values.
 BN0546
 BN0546;                    North         East    Units  Estimated Accuracy
 BN0546;SPC TX C     - 3,102,670.      826,350.      MT  (+/- 180 meters Scaled)
 BN0546
 BN0546                          SUPERSEDED SURVEY CONTROL
 BN0546
 BN0546.No superseded survey control is available for this station.
 BN0546
 BN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU984837(NAD 83)
 BN0546_MARKER: I = METAL ROD
 BN0546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0546_SP_SET: STAINLESS STEEL ROD
 BN0546_STAMPING: H 1464 1982
 BN0546_MARK LOGO: NGS   
 BN0546_PROJECTION: FLUSH
 BN0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0546+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0546_ROD/PIPE-DEPTH: 3.0  meters
 BN0546
 BN0546  HISTORY     - Date     Condition        Report By
 BN0546  HISTORY     - 1982     MONUMENTED       NGS
 BN0546  HISTORY     - 19910618 GOOD             USPSQD
 BN0546  HISTORY     - 19960212 GOOD             USPSQD
 BN0546  HISTORY     - 20040326 GOOD             USPSQD
 BN0546  HISTORY     - 20051123 GOOD             USPSQD
 BN0546
 BN0546                          STATION DESCRIPTION
 BN0546
 BN0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0546'2.3 KM (1.45 MI) NW FROM LOYAL VALLEY.
 BN0546'2.3 KM (1.45 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE SOUTH
 BN0546'JUNCTION OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY AND
 BN0546'ALSO 0.25 KM (0.15 MI) NORTHWEST ALONG U.S. HIGHWAY 87, 30.1 METERS
 BN0546'(99.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.7 METERS
 BN0546'(51.5 FT) NORTHWEST OF A METAL PIPE CORNER FENCE POST, 8.2 METERS
 BN0546'(27.0 FT) SOUTHEAST OF THE CENTER POST OF THREE GATES, 1.2 METERS
 BN0546'(4.0 FT) SOUTHEAST OF THE MOST SOUTHERLY GATE POST OF THREE GATES, AND
 BN0546'0.3 METER (1.0 FT) NORTHEAST OF THE FENCE.
 BN0546'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BN0546'THE MARK IS 0.6 M ABOVE HIGHWAY.
 BN0546
 BN0546                          STATION RECOVERY (1991)
 BN0546
 BN0546'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0546'RECOVERED IN GOOD CONDITION.
 BN0546
 BN0546                          STATION RECOVERY (1996)
 BN0546
 BN0546'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0546'RECOVERED IN GOOD CONDITION.
 BN0546
 BN0546                          STATION RECOVERY (2004)
 BN0546
 BN0546'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0546'RECOVERED IN GOOD CONDITION.
 BN0546
 BN0546                          STATION RECOVERY (2005)
 BN0546
 BN0546'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0546'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1683 ***********************************************************************
 AY1683  DESIGNATION -  H 1465
 AY1683  PID         -  AY1683
 AY1683  STATE/COUNTY-  TX/KENDALL
 AY1683  USGS QUAD   -  RANGER CREEK (1982)
 AY1683
 AY1683                         *CURRENT SURVEY CONTROL
 AY1683  ___________________________________________________________________
 AY1683* NAD 83(1986)-  29 51 32.     (N)    098 47 09.     (W)     SCALED    
 AY1683* NAVD 88     -       509.682  (meters)    1672.18   (feet)  ADJUSTED  
 AY1683  ___________________________________________________________________
 AY1683  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AY1683  DYNAMIC HT  -         508.942 (meters)    1669.75  (feet)  COMP
 AY1683  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 AY1683
 AY1683  VERT ORDER  -  FIRST     CLASS II
 AY1683
 AY1683.The horizontal coordinates were scaled from a topographic map and have
 AY1683.an estimated accuracy of +/- 6 seconds.
 AY1683
 AY1683.The orthometric height was determined by differential leveling
 AY1683.and adjusted by the National Geodetic Survey in June 1991..
 AY1683
 AY1683.The geoid height was determined by GEOID03.
 AY1683
 AY1683.The dynamic height is computed by dividing the NAVD 88
 AY1683.geopotential number by the normal gravity value computed on the
 AY1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1683.degrees latitude (g = 980.6199 gals.).
 AY1683
 AY1683.The modeled gravity was interpolated from observed gravity values.
 AY1683
 AY1683;                    North         East    Units  Estimated Accuracy
 AY1683;SPC TXSC     - 4,224,510.      620,690.      MT  (+/- 180 meters Scaled)
 AY1683
 AY1683                          SUPERSEDED SURVEY CONTROL
 AY1683
 AY1683.No superseded survey control is available for this station.
 AY1683
 AY1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU206031(NAD 83)
 AY1683_MARKER: DB = BENCH MARK DISK
 AY1683_SETTING: 66 = SET IN ROCK OUTCROP
 AY1683_SP_SET: ROCK OUTCROP
 AY1683_STAMPING: H 1465 1982
 AY1683_MARK LOGO: NGS   
 AY1683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1683+STABILITY: POSITION/ELEVATION WELL
 AY1683
 AY1683  HISTORY     - Date     Condition        Report By
 AY1683  HISTORY     - 1982     MONUMENTED       NGS
 AY1683  HISTORY     - 1990     GOOD             USPSQD
 AY1683  HISTORY     - 19940309 GOOD             USPSQD
 AY1683
 AY1683                          STATION DESCRIPTION
 AY1683
 AY1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1683'9.8 KM (6.15 MI) NW FROM BOERNE.
 AY1683'4.0 KM (2.5 MI) NORTHWEST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1683'JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 5.8 KM (3.65 MI)
 AY1683'NORTHWEST ALONG THE NORTHEAST FRONTAGE ROAD, AT A POINT ABOUT
 AY1683'53.3 METERS (175.0 FT) NORTHWEST AND ABOUT 60.9 METERS (200.0 FT)
 AY1683'BELOW THE TOP OF A HILL, IN THE NORTHEAST RIGHT OF WAY FENCE LINE,
 AY1683'0.3 KM (0.15 MI) SOUTHEAST OF A GRAVELED ROAD LEADING EAST NORTHEAST,
 AY1683'(ROLLING ACRES ROAD), 18.6 METERS (61.0 FT) EAST NORTHEAST OF THE
 AY1683'CENTER OF THE FRONTAGE ROAD, 1.5 METERS (5.0 FT) EAST NORTHEAST OF A
 AY1683'FENCE LINE, 10.5 METERS (34.5 FT) SOUTH SOUTHEAST OF A CONCRETE
 AY1683'HIGHWAY RIGHT OF WAY POST, AND 24.8 METERS (81.5 FT) EAST SOUTHEAST OF
 AY1683'A 50 MILE PER HOUR TURN SIGN AND POST.
 AY1683'THE MARK IS 1.6 METERS  ENE FROM A WITNESS POST.
 AY1683'THE MARK IS 1.2 M BELOW FRONTAGE ROAD.
 AY1683
 AY1683                          STATION RECOVERY (1990)
 AY1683
 AY1683'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1683'RECOVERED IN GOOD CONDITION.
 AY1683
 AY1683                          STATION RECOVERY (1994)
 AY1683
 AY1683'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0508 ***********************************************************************
 BN0508  DESIGNATION -  H 1466
 BN0508  PID         -  BN0508
 BN0508  STATE/COUNTY-  TX/KENDALL
 BN0508  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0508
 BN0508                         *CURRENT SURVEY CONTROL
 BN0508  ___________________________________________________________________
 BN0508* NAD 83(1986)-  30 06 15.     (N)    098 55 08.     (W)     SCALED    
 BN0508* NAVD 88     -       633.665  (meters)    2078.95   (feet)  ADJUSTED  
 BN0508  ___________________________________________________________________
 BN0508  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 BN0508  DYNAMIC HT  -         632.762 (meters)    2075.99  (feet)  COMP
 BN0508  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 BN0508
 BN0508  VERT ORDER  -  FIRST     CLASS II
 BN0508
 BN0508.The horizontal coordinates were scaled from a topographic map and have
 BN0508.an estimated accuracy of +/- 6 seconds.
 BN0508
 BN0508.The orthometric height was determined by differential leveling
 BN0508.and adjusted by the National Geodetic Survey in June 1991..
 BN0508
 BN0508.The geoid height was determined by GEOID03.
 BN0508
 BN0508.The dynamic height is computed by dividing the NAVD 88
 BN0508.geopotential number by the normal gravity value computed on the
 BN0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0508.degrees latitude (g = 980.6199 gals.).
 BN0508
 BN0508.The modeled gravity was interpolated from observed gravity values.
 BN0508
 BN0508;                    North         East    Units  Estimated Accuracy
 BN0508;SPC TXSC     - 4,251,680.      607,820.      MT  (+/- 180 meters Scaled)
 BN0508
 BN0508                          SUPERSEDED SURVEY CONTROL
 BN0508
 BN0508.No superseded survey control is available for this station.
 BN0508
 BN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU078303(NAD 83)
 BN0508_MARKER: DB = BENCH MARK DISK
 BN0508_SETTING: 66 = SET IN ROCK OUTCROP
 BN0508_SP_SET: ROCK OUTCROP
 BN0508_STAMPING: H 1466 1982
 BN0508_MARK LOGO: NGS   
 BN0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0508+STABILITY: POSITION/ELEVATION WELL
 BN0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0508+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0508
 BN0508  HISTORY     - Date     Condition        Report By
 BN0508  HISTORY     - 1982     MONUMENTED       NGS
 BN0508  HISTORY     - 19940330 GOOD             USPSQD
 BN0508  HISTORY     - 20040325 GOOD             USPSQD
 BN0508  HISTORY     - 20051102 GOOD             USPSQD
 BN0508
 BN0508                          STATION DESCRIPTION
 BN0508
 BN0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0508'14.6 KM (9.1 MI) NORTH FROM COMFORT.
 BN0508'14.6 KM (9.1 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0508'INTERSTATE HIGHWAY 10 IN COMFORT, SET IN TOP OF A LARGE AREA OF
 BN0508'BEDROCK, 18.1 METERS (59.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 BN0508'42.9 METERS (141.0 FT) NORTH OF THE CENTER OF A METAL GATE AT A GRAVEL
 BN0508'TRACK ROAD LEADING EAST, 10.6 METERS (35.0 FT) SOUTH SOUTHEAST OF A
 BN0508'LONE OAK TREE ON THE HIGHWAY RIGHT-OF-WAY, 0.46 METERS (1.5 FT) WEST
 BN0508'OF THE RIGHT-OF-WAY FENCE, 70.4 METERS (231.0 FT) SOUTH AND ACROSS THE
 BN0508'FENCE FROM A POWER POLE.
 BN0508'THE MARK IS 3.8 METERS  S FROM A WITNESS POST.
 BN0508'THE MARK IS 0.6 M ABOVE HIGHWAY 87.
 BN0508
 BN0508                          STATION RECOVERY (1994)
 BN0508
 BN0508'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0508'RECOVERED IN GOOD CONDITION.
 BN0508
 BN0508                          STATION RECOVERY (2004)
 BN0508
 BN0508'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0508'RECOVERED IN GOOD CONDITION.
 BN0508
 BN0508                          STATION RECOVERY (2005)
 BN0508
 BN0508'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1635 ***********************************************************************
 AY1635  DESIGNATION -  H 1467
 AY1635  PID         -  AY1635
 AY1635  STATE/COUNTY-  TX/BEXAR
 AY1635  USGS QUAD   -  CULEBRA HILL (1993)
 AY1635
 AY1635                         *CURRENT SURVEY CONTROL
 AY1635  ___________________________________________________________________
 AY1635* NAD 83(1986)-  29 22 36.     (N)    098 43 28.     (W)     SCALED    
 AY1635* NAVD 88     -       208.701  (meters)     684.71   (feet)  ADJUSTED  
 AY1635  ___________________________________________________________________
 AY1635  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AY1635  DYNAMIC HT  -         208.398 (meters)     683.72  (feet)  COMP
 AY1635  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 AY1635
 AY1635  VERT ORDER  -  FIRST     CLASS II
 AY1635
 AY1635.The horizontal coordinates were scaled from a topographic map and have
 AY1635.an estimated accuracy of +/- 6 seconds.
 AY1635
 AY1635.The orthometric height was determined by differential leveling
 AY1635.and adjusted by the National Geodetic Survey in June 1991..
 AY1635
 AY1635.The geoid height was determined by GEOID03.
 AY1635
 AY1635.The dynamic height is computed by dividing the NAVD 88
 AY1635.geopotential number by the normal gravity value computed on the
 AY1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1635.degrees latitude (g = 980.6199 gals.).
 AY1635
 AY1635.The modeled gravity was interpolated from observed gravity values.
 AY1635
 AY1635;                    North         East    Units  Estimated Accuracy
 AY1635;SPC TXSC     - 4,171,070.      626,750.      MT  (+/- 180 meters Scaled)
 AY1635
 AY1635                          SUPERSEDED SURVEY CONTROL
 AY1635
 AY1635.No superseded survey control is available for this station.
 AY1635
 AY1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT267497(NAD 83)
 AY1635_MARKER: I = METAL ROD
 AY1635_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1635_SP_SET: HEADWALL
 AY1635_STAMPING: H 1467 1982
 AY1635_MARK LOGO: NGS   
 AY1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1635+STABILITY: SURFACE MOTION
 AY1635
 AY1635  HISTORY     - Date     Condition        Report By
 AY1635  HISTORY     - 1982     MONUMENTED       NGS
 AY1635  HISTORY     - 19990617 GOOD             USPSQD
 AY1635
 AY1635                          STATION DESCRIPTION
 AY1635
 AY1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1635'15.8 KM (9.8 MI) EAST FROM CASTROVILLE.
 AY1635'15.8 KM (9.8 MI) EASTERLY ALONG U.S. HIGHWAY 90 EASTBOUND FROM THE
 AY1635'JUNCTION OF FARM ROAD 471 NORTH IN CASTROVILLE, AT GROSENBACHER ROAD
 AY1635'LEADING NORTH, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 AY1635'HEADWALL OF A 7 CHANNEL BOX CULVERT UNDER HIGHWAY, 13.0 METERS
 AY1635'(42.8 FT) SOUTH SOUTHEAST OF CENTERLINE OF EASTBOUND LANE.
 AY1635'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1635
 AY1635                          STATION RECOVERY (1999)
 AY1635
 AY1635'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0533 ***********************************************************************
 BN0533  DESIGNATION -  H 1467 X
 BN0533  PID         -  BN0533
 BN0533  STATE/COUNTY-  TX/GILLESPIE
 BN0533  USGS QUAD   -  CHERRY MOUNTAIN (1967)
 BN0533
 BN0533                         *CURRENT SURVEY CONTROL
 BN0533  ___________________________________________________________________
 BN0533* NAD 83(1986)-  30 24 44.     (N)    098 58 23.     (W)     SCALED    
 BN0533* NAVD 88     -       647.824  (meters)    2125.40   (feet)  ADJUSTED  
 BN0533  ___________________________________________________________________
 BN0533  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 BN0533  DYNAMIC HT  -         646.914 (meters)    2122.42  (feet)  COMP
 BN0533  MODELED GRAV-     979,214.6   (mgal)                       NAVD 88
 BN0533
 BN0533  VERT ORDER  -  FIRST     CLASS II
 BN0533
 BN0533.The horizontal coordinates were scaled from a topographic map and have
 BN0533.an estimated accuracy of +/- 6 seconds.
 BN0533
 BN0533.The orthometric height was determined by differential leveling
 BN0533.and adjusted by the National Geodetic Survey in June 1991..
 BN0533
 BN0533.The geoid height was determined by GEOID03.
 BN0533
 BN0533.The dynamic height is computed by dividing the NAVD 88
 BN0533.geopotential number by the normal gravity value computed on the
 BN0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0533.degrees latitude (g = 980.6199 gals.).
 BN0533
 BN0533.The modeled gravity was interpolated from observed gravity values.
 BN0533
 BN0533;                    North         East    Units  Estimated Accuracy
 BN0533;SPC TX C     - 3,083,450.      830,690.      MT  (+/- 180 meters Scaled)
 BN0533
 BN0533                          SUPERSEDED SURVEY CONTROL
 BN0533
 BN0533.No superseded survey control is available for this station.
 BN0533
 BN0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU025644(NAD 83)
 BN0533_MARKER: I = METAL ROD
 BN0533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0533_SP_SET: STAINLESS STEEL ROD
 BN0533_STAMPING: H 1467 X 1982
 BN0533_MARK LOGO: NGS   
 BN0533_PROJECTION: RECESSED 5 CENTIMETERS
 BN0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0533+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0533_ROD/PIPE-DEPTH: 2.1  meters
 BN0533
 BN0533  HISTORY     - Date     Condition        Report By
 BN0533  HISTORY     - 1982     MONUMENTED       NGS
 BN0533  HISTORY     - 19930728 GOOD             USPSQD
 BN0533  HISTORY     - 19960309 GOOD             USPSQD
 BN0533  HISTORY     - 20051123 GOOD             USPSQD
 BN0533
 BN0533                          STATION DESCRIPTION
 BN0533
 BN0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0533'14.7 KM (9.15 MI) SOUTH FROM LOYAL VALLEY.
 BN0533'14.7 KM (9.15 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION
 BN0533'OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, AT A
 BN0533'TELEPHONE JUNCTION BOX NUMBER P 107, SET IN THE EAST RIGHT OF WAY
 BN0533'FENCE LINE, 18.4 METERS (60.5 FT) EAST OF THE CENTERLINE OF THE
 BN0533'HIGHWAY, 3.0 METERS (10.0 FT) SOUTH OF THE TELEPHONE JUNCTION BOX WITH
 BN0533'A METAL WARNING POST AND SIGN, 18.4 METERS (60.5 FT) SOUTH OF A
 BN0533'TELEPHONE POLE, 4.1 METERS (13.5 FT) NORTH OF A LARGE CREOSOTED POST
 BN0533'IN THE FENCE LINE, 2.28 METERS (7.5 FT) NORTH OF A CONCRETE RIGHT OF
 BN0533'WAY POST, AND 0.15 METERS (0.5 FT) WEST OF THE FENCE LINE. NOTE, ROD
 BN0533'WAS DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH, ALSO DATUM POINT IS
 BN0533'STAMPED H 1467.
 BN0533'THE MARK IS 0.1 METERS  NW FROM A WITNESS POST.
 BN0533'THE MARK IS 0.3 M BELOW HIGHWAY.
 BN0533
 BN0533                          STATION RECOVERY (1993)
 BN0533
 BN0533'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0533'RECOVERED IN GOOD CONDITION.
 BN0533
 BN0533                          STATION RECOVERY (1996)
 BN0533
 BN0533'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0533'RECOVERED IN GOOD CONDITION.
 BN0533
 BN0533                          STATION RECOVERY (2005)
 BN0533
 BN0533'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0533'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0430 ***********************************************************************
 DP0430  DESIGNATION -  H 1468
 DP0430  PID         -  DP0430
 DP0430  STATE/COUNTY-  TX/LUBBOCK
 DP0430  USGS QUAD   -  SLATON (1975)
 DP0430
 DP0430                         *CURRENT SURVEY CONTROL
 DP0430  ___________________________________________________________________
 DP0430* NAD 83(1986)-  33 28 59.     (N)    101 42 37.     (W)     SCALED    
 DP0430* NAVD 88     -       959.251  (meters)    3147.14   (feet)  ADJUSTED  
 DP0430  ___________________________________________________________________
 DP0430  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 DP0430  DYNAMIC HT  -         958.018 (meters)    3143.10  (feet)  COMP
 DP0430  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 DP0430
 DP0430  VERT ORDER  -  FIRST     CLASS II
 DP0430
 DP0430.The horizontal coordinates were scaled from a topographic map and have
 DP0430.an estimated accuracy of +/- 6 seconds.
 DP0430
 DP0430.The orthometric height was determined by differential leveling
 DP0430.and adjusted by the National Geodetic Survey in June 1991..
 DP0430
 DP0430.The geoid height was determined by GEOID03.
 DP0430
 DP0430.The dynamic height is computed by dividing the NAVD 88
 DP0430.geopotential number by the normal gravity value computed on the
 DP0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0430.degrees latitude (g = 980.6199 gals.).
 DP0430
 DP0430.The modeled gravity was interpolated from observed gravity values.
 DP0430
 DP0430;                    North         East    Units  Estimated Accuracy
 DP0430;SPC TXNC     - 2,205,980.      301,710.      MT  (+/- 180 meters Scaled)
 DP0430
 DP0430                          SUPERSEDED SURVEY CONTROL
 DP0430
 DP0430.No superseded survey control is available for this station.
 DP0430
 DP0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC481081(NAD 83)
 DP0430_MARKER: I = METAL ROD
 DP0430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0430_SP_SET: STAINLESS STEEL ROD
 DP0430_STAMPING: H 1468 1982
 DP0430_MARK LOGO: NGS   
 DP0430_PROJECTION: RECESSED 10 CENTIMETERS
 DP0430_MAGNETIC: I = MARKER IS A STEEL ROD
 DP0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0430+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1997
 DP0430_ROD/PIPE-DEPTH: 5.5  meters
 DP0430
 DP0430  HISTORY     - Date     Condition        Report By
 DP0430  HISTORY     - 1982     MONUMENTED       NGS
 DP0430  HISTORY     - 19890630 GOOD             NGS
 DP0430  HISTORY     - 19970327 GOOD             NGS
 DP0430
 DP0430                          STATION DESCRIPTION
 DP0430
 DP0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0430'16.8 KM (10.4 MI) SE FROM LUBBOCK.
 DP0430'16.8 KM (10.4 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0430'RAILROAD STATION IN LUBBOCK, 50.3 METERS (165.0 FT) NORTHEAST OF THE
 DP0430'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 16.5 METERS
 DP0430'(54.1 FT) SOUTHEAST OF THE CENTER OF A PAVED ROAD LEADING NORTH-SOUTH
 DP0430'TO THE SMALL COMMUNITY OF POSEY, 10.3 METERS (33.8 FT) NORTHEAST OF
 DP0430'THE NEAR RAIL AND 1.3 METERS (4.3 FT) NORTHWEST OF UTILITY POLE NUMBER
 DP0430'G.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0430'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 DP0430'THE MARK IS 0.6 M BELOW THE TRACKS.
 DP0430
 DP0430                          STATION RECOVERY (1989)
 DP0430
 DP0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0430'RECOVERED IN GOOD CONDITION.
 DP0430
 DP0430                          STATION RECOVERY (1997)
 DP0430
 DP0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0430'10.1 KM (6.25 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 DP0430'OF FARM ROAD 400 IN SLAYTON, 50.3 M (165.0 FT) NORTHEAST OF THE
 DP0430'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 16.5 M (54.1 FT)
 DP0430'EAST OF THE CENTERLINE OF A PAVED ROAD, 10.3 M (33.8 FT) NORTHEAST OF
 DP0430'THE NEAR RAIL OF THE SANTA FE RAILROAD, 1.3 M (4.3 FT) NORTHWEST OF A
 DP0430'UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, AND 0.2 M
 DP0430'(0.7 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 DP0430'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0671 ***********************************************************************
 DQ0671  DESIGNATION -  H 1469
 DQ0671  PID         -  DQ0671
 DQ0671  STATE/COUNTY-  TX/LUBBOCK
 DQ0671  USGS QUAD   -  WOLFFORTH NE (1985)
 DQ0671
 DQ0671                         *CURRENT SURVEY CONTROL
 DQ0671  ___________________________________________________________________
 DQ0671* NAD 83(1986)-  33 43 10.     (N)    102 02 04.     (W)     SCALED    
 DQ0671* NAVD 88     -      1017.559  (meters)    3338.44   (feet)  ADJUSTED  
 DQ0671  ___________________________________________________________________
 DQ0671  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 DQ0671  DYNAMIC HT  -        1016.239 (meters)    3334.11  (feet)  COMP
 DQ0671  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 DQ0671
 DQ0671  VERT ORDER  -  FIRST     CLASS II
 DQ0671
 DQ0671.The horizontal coordinates were scaled from a topographic map and have
 DQ0671.an estimated accuracy of +/- 6 seconds.
 DQ0671
 DQ0671.The orthometric height was determined by differential leveling
 DQ0671.and adjusted by the National Geodetic Survey in June 1991..
 DQ0671
 DQ0671.The geoid height was determined by GEOID03.
 DQ0671
 DQ0671.The dynamic height is computed by dividing the NAVD 88
 DQ0671.geopotential number by the normal gravity value computed on the
 DQ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0671.degrees latitude (g = 980.6199 gals.).
 DQ0671
 DQ0671.The modeled gravity was interpolated from observed gravity values.
 DQ0671
 DQ0671;                    North         East    Units  Estimated Accuracy
 DQ0671;SPC TXNC     - 2,233,150.      272,480.      MT  (+/- 180 meters Scaled)
 DQ0671
 DQ0671                          SUPERSEDED SURVEY CONTROL
 DQ0671
 DQ0671.No superseded survey control is available for this station.
 DQ0671
 DQ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT748349(NAD 83)
 DQ0671_MARKER: I = METAL ROD
 DQ0671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0671_SP_SET: STAINLESS STEEL ROD
 DQ0671_STAMPING: H 1469 1982
 DQ0671_MARK LOGO: NGS   
 DQ0671_PROJECTION: FLUSH
 DQ0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0671_ROD/PIPE-DEPTH: 7.3  meters
 DQ0671
 DQ0671  HISTORY     - Date     Condition        Report By
 DQ0671  HISTORY     - 1982     MONUMENTED       NGS
 DQ0671
 DQ0671                          STATION DESCRIPTION
 DQ0671
 DQ0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0671'23.8 KM (14.8 MI) NW FROM LUBBOCK.
 DQ0671'15.9 KM (9.9 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DQ0671'RAILROAD STATION IN LUBBOCK, THENCE 7.9 KM (4.9 MI) NORTHWESTERLY
 DQ0671'ALONG U.S. HIGHWAY 84, 0.4 KM (0.25 MI) SOUTHEAST OF THE JUNCTION OF
 DQ0671'A GRAVELED ROAD LEADING WEST, 90.4 METERS (296.6 FT) WEST OF RAILROAD
 DQ0671'SIGNAL NUMBER 751, 16.6 METERS (54.5 FT) SOUTHWEST OF THE CENTERLINE
 DQ0671'OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 0.5 METER (1.6 FT)
 DQ0671'SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 DQ0671'THROUGH A 5-INCH LOGO CAP.
 DQ0671'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DQ0671'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0531 ***********************************************************************
 EO0531  DESIGNATION -  H 1470
 EO0531  PID         -  EO0531
 EO0531  STATE/COUNTY-  TX/BAILEY
 EO0531  USGS QUAD   -  PROGRESS (1963)
 EO0531
 EO0531                         *CURRENT SURVEY CONTROL
 EO0531  ___________________________________________________________________
 EO0531* NAD 83(1986)-  34 17 16.     (N)    102 49 33.     (W)     SCALED    
 EO0531* NAVD 88     -      1189.191  (meters)    3901.54   (feet)  ADJUSTED  
 EO0531  ___________________________________________________________________
 EO0531  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 EO0531  DYNAMIC HT  -        1187.653 (meters)    3896.49  (feet)  COMP
 EO0531  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 EO0531
 EO0531  VERT ORDER  -  FIRST     CLASS II
 EO0531
 EO0531.The horizontal coordinates were scaled from a topographic map and have
 EO0531.an estimated accuracy of +/- 6 seconds.
 EO0531
 EO0531.The orthometric height was determined by differential leveling
 EO0531.and adjusted by the National Geodetic Survey in June 1991..
 EO0531
 EO0531.The geoid height was determined by GEOID03.
 EO0531
 EO0531.The dynamic height is computed by dividing the NAVD 88
 EO0531.geopotential number by the normal gravity value computed on the
 EO0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0531.degrees latitude (g = 980.6199 gals.).
 EO0531
 EO0531.The modeled gravity was interpolated from observed gravity values.
 EO0531
 EO0531;                    North         East    Units  Estimated Accuracy
 EO0531;SPC TXNC     - 2,298,880.      201,780.      MT  (+/- 180 meters Scaled)
 EO0531
 EO0531                          SUPERSEDED SURVEY CONTROL
 EO0531
 EO0531.No superseded survey control is available for this station.
 EO0531
 EO0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT001962(NAD 83)
 EO0531_MARKER: I = METAL ROD
 EO0531_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EO0531+WITH SETTING: INFORMATION.
 EO0531_SP_SET: SHALLOW SET METAL ROD
 EO0531_STAMPING: H 1470 1982
 EO0531_MARK LOGO: NGS   
 EO0531_PROJECTION: FLUSH
 EO0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0531_ROD/PIPE-DEPTH: 2.4  meters
 EO0531
 EO0531  HISTORY     - Date     Condition        Report By
 EO0531  HISTORY     - 1982     MONUMENTED       NGS
 EO0531
 EO0531                          STATION DESCRIPTION
 EO0531
 EO0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0531'11.8 KM (7.35 MI) NW FROM MULESHOE.
 EO0531'11.8 KM (7.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM
 EO0531'THEIR JUNCTION IN MULESHOE, 0.2 KM (0.1 MI) NORTHWEST OF THE JUNCTION
 EO0531'OF A GRAVELED ROAD LEADING WEST, 17.1 METERS (56.1 FT) SOUTHWEST OF
 EO0531'THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 16.5
 EO0531'METERS (54.1 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO A
 EO0531'GIN MILL AND 1.5 METERS (4.9 FT) SOUTHEAST OF A UTILITY POLE WITH A
 EO0531'GUY WIRE.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM
 EO0531'POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0531'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0531'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0646 ***********************************************************************
 DQ0646  DESIGNATION -  H 1471
 DQ0646  PID         -  DQ0646
 DQ0646  STATE/COUNTY-  TX/LAMB
 DQ0646  USGS QUAD   -  BULL LAKE (1981)
 DQ0646
 DQ0646                         *CURRENT SURVEY CONTROL
 DQ0646  ___________________________________________________________________
 DQ0646* NAD 83(1986)-  33 59 43.     (N)    102 25 18.     (W)     SCALED    
 DQ0646* NAVD 88     -      1111.746  (meters)    3647.45   (feet)  ADJUSTED  
 DQ0646  ___________________________________________________________________
 DQ0646  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 DQ0646  DYNAMIC HT  -        1110.304 (meters)    3642.72  (feet)  COMP
 DQ0646  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 DQ0646
 DQ0646  VERT ORDER  -  FIRST     CLASS II
 DQ0646
 DQ0646.The horizontal coordinates were scaled from a topographic map and have
 DQ0646.an estimated accuracy of +/- 6 seconds.
 DQ0646
 DQ0646.The orthometric height was determined by differential leveling
 DQ0646.and adjusted by the National Geodetic Survey in June 1991..
 DQ0646
 DQ0646.The geoid height was determined by GEOID03.
 DQ0646
 DQ0646.The dynamic height is computed by dividing the NAVD 88
 DQ0646.geopotential number by the normal gravity value computed on the
 DQ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0646.degrees latitude (g = 980.6199 gals.).
 DQ0646
 DQ0646.The modeled gravity was interpolated from observed gravity values.
 DQ0646
 DQ0646;                    North         East    Units  Estimated Accuracy
 DQ0646;SPC TXNC     - 2,265,000.      237,760.      MT  (+/- 180 meters Scaled)
 DQ0646
 DQ0646                          SUPERSEDED SURVEY CONTROL
 DQ0646
 DQ0646.No superseded survey control is available for this station.
 DQ0646
 DQ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT381646(NAD 83)
 DQ0646_MARKER: I = METAL ROD
 DQ0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0646_SP_SET: STAINLESS STEEL ROD
 DQ0646_STAMPING: H 1471 1982
 DQ0646_MARK LOGO: NGS   
 DQ0646_PROJECTION: FLUSH
 DQ0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0646_ROD/PIPE-DEPTH: 9.8  meters
 DQ0646
 DQ0646  HISTORY     - Date     Condition        Report By
 DQ0646  HISTORY     - 1982     MONUMENTED       NGS
 DQ0646
 DQ0646                          STATION DESCRIPTION
 DQ0646
 DQ0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0646'14.3 KM (8.9 MI) NW FROM LITTLEFIELD.
 DQ0646'14.3 KM (8.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0646'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 0.4 KM (0.25 MI)
 DQ0646'SOUTHEAST OF THE JUNCTION OF FARM ROAD 37, 16.5 METERS (54.1 FT)
 DQ0646'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 DQ0646'HIGHWAY AND 1.3 METERS (4.3 FT) SOUTHEAST OF UTILITY POLE NUMBER 9.
 DQ0646'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DQ0646'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DQ0646'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4837 ***********************************************************************
 AW4837  DESIGNATION -  H 1472
 AW4837  PID         -  AW4837
 AW4837  STATE/COUNTY-  TX/HARRIS
 AW4837  USGS QUAD   -  JACINTO CITY (1982)
 AW4837
 AW4837                         *CURRENT SURVEY CONTROL
 AW4837  ___________________________________________________________________
 AW4837* NAD 83(1986)-  29 51 41.     (N)    095 08 34.     (W)     SCALED    
 AW4837* NAVD 88     -        12.540  (meters)      41.14   (feet)  ADJUSTED  
 AW4837  ___________________________________________________________________
 AW4837  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW4837  DYNAMIC HT  -          12.523 (meters)      41.09  (feet)  COMP
 AW4837  MODELED GRAV-     979,296.6   (mgal)                       NAVD 88
 AW4837
 AW4837  VERT ORDER  -  FIRST     CLASS II
 AW4837
 AW4837.The horizontal coordinates were scaled from a topographic map and have
 AW4837.an estimated accuracy of +/- 6 seconds.
 AW4837
 AW4837.The orthometric height was determined by differential leveling
 AW4837.and adjusted by the National Geodetic Survey in June 1991..
 AW4837
 AW4837.The geoid height was determined by GEOID03.
 AW4837
 AW4837.The dynamic height is computed by dividing the NAVD 88
 AW4837.geopotential number by the normal gravity value computed on the
 AW4837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4837.degrees latitude (g = 980.6199 gals.).
 AW4837
 AW4837.The modeled gravity was interpolated from observed gravity values.
 AW4837
 AW4837;                    North         East    Units  Estimated Accuracy
 AW4837;SPC TXSC     - 4,230,910.      972,580.      MT  (+/- 180 meters Scaled)
 AW4837
 AW4837                          SUPERSEDED SURVEY CONTROL
 AW4837
 AW4837  NGVD 29 (12/23/87)   12.539  (m)           41.14   (f) ADJUSTED    1 2
 AW4837
 AW4837.Superseded values are not recommended for survey control.
 AW4837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4837.See file dsdata.txt to determine how the superseded data were derived.
 AW4837
 AW4837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP930053(NAD 83)
 AW4837_MARKER: I = METAL ROD
 AW4837_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4837_SP_SET: STAINLESS STEEL ROD
 AW4837_STAMPING: H 1472 1983
 AW4837_MARK LOGO: NGS   
 AW4837_PROJECTION: RECESSED 4 CENTIMETERS
 AW4837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW4837+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AW4837_ROD/PIPE-DEPTH: 9.7  meters
 AW4837
 AW4837  HISTORY     - Date     Condition        Report By
 AW4837  HISTORY     - 1983     MONUMENTED       NGS
 AW4837  HISTORY     - 1986     GOOD             NGS
 AW4837  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW4837  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AW4837  HISTORY     - 20050222 GOOD             ENGLE
 AW4837
 AW4837                          STATION DESCRIPTION
 AW4837
 AW4837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4837'1.5 KM (0.95 MI) SW FROM SHELDON.
 AW4837'1.5 KM (0.95 MI) SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 AW4837'SHELDON ROAD IN SHELDON, AT THE ENTRANCE TO THE PIPE MAINTENANCE
 AW4837'INCORPORATED (16434 BEAUMONT HIGHWAY), 0.2 KM (0.1 MI) NORTHEAST OF
 AW4837'THE INTERSECTION OF REDWING STREET AND U.S. HIGHWAY 90, 17.98 METERS
 AW4837'(59.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.49 METERS
 AW4837'(18.0 FT) SOUTHWEST OF THE CENTER OF THE PAVED ENTRANCE TO THE PIPE
 AW4837'COMPANY, 14.48 METERS (47.5 FT) NORTHEAST OF A POWERLINE POLE,
 AW4837'2.44 METERS (8.0 FT) SOUTHEAST OF THE CENTER OF THE SOUTHWEST END OF A
 AW4837'CONCRETE CULVERT UNDER THE ENTRANCE ROAD.
 AW4837'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 AW4837'THE MARK IS 0.46 M BELOW HIGHWAY.
 AW4837
 AW4837                          STATION RECOVERY (1986)
 AW4837
 AW4837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4837'RECOVERED IN GOOD CONDITION.
 AW4837
 AW4837                          STATION RECOVERY (1994)
 AW4837
 AW4837'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4837'MARK NOT FOUND.
 AW4837
 AW4837                          STATION RECOVERY (2002)
 AW4837
 AW4837'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AW4837'MARK NOT FOUND.
 AW4837
 AW4837                          STATION RECOVERY (2005)
 AW4837
 AW4837'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AW4837'DELETE ENTRANCE OF PIPE MAINTENANCE INCORPORATED AND ADD NEAR THE
 AW4837'ENTRANCE OF C.J. RESOURCES, INC. WOOD RECYCLING.  +/- 16.5' SOUTHWEST
 AW4837'OF THE CONCRETE ENTRANCE, +/- 7.9' SOUTH OF THE SOUTHWEST CONCRETE
 AW4837'HEADWALL OF A C0NCRETE CULVERT SAFETY END TREATMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0916 ***********************************************************************
 CA0916  DESIGNATION -  H 1473
 CA0916  PID         -  CA0916
 CA0916  STATE/COUNTY-  TX/BROWN
 CA0916  USGS QUAD   -  ZEPHYR (1979)
 CA0916
 CA0916                         *CURRENT SURVEY CONTROL
 CA0916  ___________________________________________________________________
 CA0916* NAD 83(1986)-  31 41 55.     (N)    098 50 16.     (W)     SCALED    
 CA0916* NAVD 88     -       465.301  (meters)    1526.58   (feet)  ADJUSTED  
 CA0916  ___________________________________________________________________
 CA0916  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CA0916  DYNAMIC HT  -         464.694 (meters)    1524.58  (feet)  COMP
 CA0916  MODELED GRAV-     979,321.5   (mgal)                       NAVD 88
 CA0916
 CA0916  VERT ORDER  -  FIRST     CLASS II
 CA0916
 CA0916.The horizontal coordinates were scaled from a topographic map and have
 CA0916.an estimated accuracy of +/- 6 seconds.
 CA0916
 CA0916.The orthometric height was determined by differential leveling
 CA0916.and adjusted by the National Geodetic Survey in June 1991..
 CA0916
 CA0916.The geoid height was determined by GEOID03.
 CA0916
 CA0916.The dynamic height is computed by dividing the NAVD 88
 CA0916.geopotential number by the normal gravity value computed on the
 CA0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0916.degrees latitude (g = 980.6199 gals.).
 CA0916
 CA0916.The modeled gravity was interpolated from observed gravity values.
 CA0916
 CA0916;                    North         East    Units  Estimated Accuracy
 CA0916;SPC TX C     - 3,226,210.      841,770.      MT  (+/- 180 meters Scaled)
 CA0916
 CA0916                          SUPERSEDED SURVEY CONTROL
 CA0916
 CA0916.No superseded survey control is available for this station.
 CA0916
 CA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA153070(NAD 83)
 CA0916_MARKER: I = METAL ROD
 CA0916_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0916+WITH SETTING: INFORMATION.
 CA0916_SP_SET: SHALLOW SET METAL ROD
 CA0916_STAMPING: H 1473 1983
 CA0916_MARK LOGO: NGS   
 CA0916_PROJECTION: FLUSH
 CA0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0916_ROD/PIPE-DEPTH: 2.4  meters
 CA0916
 CA0916  HISTORY     - Date     Condition        Report By
 CA0916  HISTORY     - 1983     MONUMENTED       NGS
 CA0916
 CA0916                          STATION DESCRIPTION
 CA0916
 CA0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0916'11.3 KM (7.0 MI) SE FROM EARLY.
 CA0916'11.3 KM (7.0 FT) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS
 CA0916'JUNCTION WITH U.S. HIGHWAYS 67 AND 377 IN EARLY AND 17.6 METERS (57.7
 CA0916'FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 CA0916'HIGHWAY.  NOTE, REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM
 CA0916'POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0916'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0916'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0942 ***********************************************************************
 CA0942  DESIGNATION -  H 1474
 CA0942  PID         -  CA0942
 CA0942  STATE/COUNTY-  TX/MILLS
 CA0942  USGS QUAD   -  SAN SABA PEAK (1980)
 CA0942
 CA0942                         *CURRENT SURVEY CONTROL
 CA0942  ___________________________________________________________________
 CA0942* NAD 83(1986)-  31 21 39.     (N)    098 30 06.     (W)     SCALED    
 CA0942* NAVD 88     -       456.113  (meters)    1496.43   (feet)  ADJUSTED  
 CA0942  ___________________________________________________________________
 CA0942  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CA0942  DYNAMIC HT  -         455.504 (meters)    1494.43  (feet)  COMP
 CA0942  MODELED GRAV-     979,290.5   (mgal)                       NAVD 88
 CA0942
 CA0942  VERT ORDER  -  FIRST     CLASS II
 CA0942
 CA0942.The horizontal coordinates were scaled from a topographic map and have
 CA0942.an estimated accuracy of +/- 6 seconds.
 CA0942
 CA0942.The orthometric height was determined by differential leveling
 CA0942.and adjusted by the National Geodetic Survey in June 1991..
 CA0942
 CA0942.The geoid height was determined by GEOID03.
 CA0942
 CA0942.The dynamic height is computed by dividing the NAVD 88
 CA0942.geopotential number by the normal gravity value computed on the
 CA0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0942.degrees latitude (g = 980.6199 gals.).
 CA0942
 CA0942.The modeled gravity was interpolated from observed gravity values.
 CA0942
 CA0942;                    North         East    Units  Estimated Accuracy
 CA0942;SPC TX C     - 3,189,240.      874,250.      MT  (+/- 180 meters Scaled)
 CA0942
 CA0942                          SUPERSEDED SURVEY CONTROL
 CA0942
 CA0942.No superseded survey control is available for this station.
 CA0942
 CA0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV473697(NAD 83)
 CA0942_MARKER: I = METAL ROD
 CA0942_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0942+WITH SETTING: INFORMATION.
 CA0942_SP_SET: SHALLOW SET METAL ROD
 CA0942_STAMPING: H 1474 1983
 CA0942_MARK LOGO: NGS   
 CA0942_PROJECTION: FLUSH
 CA0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0942_ROD/PIPE-DEPTH: 1.2  meters
 CA0942
 CA0942  HISTORY     - Date     Condition        Report By
 CA0942  HISTORY     - 1983     MONUMENTED       NGS
 CA0942
 CA0942                          STATION DESCRIPTION
 CA0942
 CA0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0942'13.1 KM (8.1 MI) SE FROM GOLDTHWAITE.
 CA0942'0.2 KM (0.1 MI) EAST ALONG FOURTH STREET FROM THE COURTHOUSE IN
 CA0942'GOLDTHWAITE, THENCE 12.9 KM (8.0 MI) SOUTHEASTERLY ALONG THE SANTA FE
 CA0942'RAILROAD, 1.2 KM (0.75 MI) SOUTHEAST OF THE JUNCTION OF CASTOR ROAD,
 CA0942'0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 305, 29.3 METERS (96.1 FT)
 CA0942'NORTHEAST OF THE NEAR RAIL, 7.5 METERS (24.6 FT) NORTHEAST OF THE NEAR
 CA0942'RAIL, 7.5 METERS (24.6 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD,
 CA0942'8.5 METERS (27.9 FT) SOUTHEAST OF THE CENTER OF A PRIVATE DRIVEWAY
 CA0942'LEADING NORTHEAST AND 1.9 METERS (6.2 FT) SOUTHEAST OF A FENCE CORNER.
 CA0942'NOTE, REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS
 CA0942'THROUGH A 5-INCH LOGO CAP.
 CA0942'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0942'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1219 ***********************************************************************
 BZ1219  DESIGNATION -  H 1475
 BZ1219  PID         -  BZ1219
 BZ1219  STATE/COUNTY-  TX/LAMPASAS
 BZ1219  USGS QUAD   -  COPPERAS COVE (1995)
 BZ1219
 BZ1219                         *CURRENT SURVEY CONTROL
 BZ1219  ___________________________________________________________________
 BZ1219* NAD 83(1986)-  31 04 45.     (N)    097 59 26.     (W)     SCALED    
 BZ1219* NAVD 88     -       262.147  (meters)     860.06   (feet)  ADJUSTED  
 BZ1219  ___________________________________________________________________
 BZ1219  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BZ1219  DYNAMIC HT  -         261.798 (meters)     858.92  (feet)  COMP
 BZ1219  MODELED GRAV-     979,301.1   (mgal)                       NAVD 88
 BZ1219
 BZ1219  VERT ORDER  -  FIRST     CLASS II
 BZ1219
 BZ1219.The horizontal coordinates were scaled from a topographic map and have
 BZ1219.an estimated accuracy of +/- 6 seconds.
 BZ1219
 BZ1219.The orthometric height was determined by differential leveling
 BZ1219.and adjusted by the National Geodetic Survey in June 1991..
 BZ1219
 BZ1219.The geoid height was determined by GEOID03.
 BZ1219
 BZ1219.The dynamic height is computed by dividing the NAVD 88
 BZ1219.geopotential number by the normal gravity value computed on the
 BZ1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1219.degrees latitude (g = 980.6199 gals.).
 BZ1219
 BZ1219.The modeled gravity was interpolated from observed gravity values.
 BZ1219
 BZ1219;                    North         East    Units  Estimated Accuracy
 BZ1219;SPC TX C     - 3,158,940.      923,520.      MT  (+/- 180 meters Scaled)
 BZ1219
 BZ1219                          SUPERSEDED SURVEY CONTROL
 BZ1219
 BZ1219.No superseded survey control is available for this station.
 BZ1219
 BZ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV962388(NAD 83)
 BZ1219_MARKER: I = METAL ROD
 BZ1219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1219_SP_SET: STAINLESS STEEL ROD
 BZ1219_STAMPING: H 1475 1983
 BZ1219_MARK LOGO: NGS   
 BZ1219_PROJECTION: FLUSH
 BZ1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1219+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 BZ1219_ROD/PIPE-DEPTH: 4.3  meters
 BZ1219
 BZ1219  HISTORY     - Date     Condition        Report By
 BZ1219  HISTORY     - 1983     MONUMENTED       NGS
 BZ1219  HISTORY     - 19910116 GOOD             USGS
 BZ1219  HISTORY     - 20020420 GOOD             USPSQD
 BZ1219  HISTORY     - 20040124 GOOD             USPSQD
 BZ1219
 BZ1219                          STATION DESCRIPTION
 BZ1219
 BZ1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1219'21.3 KM (13.25 MI) EAST FROM LAMPASAS.
 BZ1219'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BZ1219'0.4 KM (0.25 MI) WEST ALONG EAST SECOND STREET FROM THE SANTA FE
 BZ1219'RAILROAD STATION IN LAMPASAS, THENCE 20.9 KM (13.0 MI) EASTERLY ALONG
 BZ1219'U.S. HIGHWAY 190, 1.1 KM (0.7 MI) EAST OF THE JUNCTION OF FARM ROAD
 BZ1219'2313, AT A POWERLINE CROSSING, 32.0 METERS (105.0 FT) SOUTH OF THE
 BZ1219'CENTERLINE OF THE HIGHWAY AND 5.8 METERS (19.0 FT) WEST OF UTILITY
 BZ1219'POLE NUMBER MN 103.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A
 BZ1219'5-INCH LOGO CAP.
 BZ1219'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 BZ1219
 BZ1219                          STATION RECOVERY (1991)
 BZ1219
 BZ1219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ1219'0.25 MILE (0.40 KM) NORTH ALONG PECAN STREET FROM THE POST OFFICE IN
 BZ1219'KEMPNER (10 PECAN) TO JUNCTION OF US 190, THENCE 0.65 MILE (1.05 KM)
 BZ1219'EAST ALONG US 190 TO THE WEST END OF A GUARDRAIL FOR A BRIDGE OVER
 BZ1219'THE TAYLOR CREEK, OR 0.25 MILE (0.40 KM) WEST ALONG E. SECOND STREET
 BZ1219'FROM THE SANTA FE RAILWAY STATION IN LAMPASAS, THENCE 13.0 MILES
 BZ1219'(20.9 KM) EASTERLY ALONG US 190, 270 FEET (82.3 M) WEST-SOUTHWEST OF
 BZ1219'THE WEST END OF THE SOUTH GUARD RAIL, 105 FEET (32.0 M) SOUTH OF THE
 BZ1219'CENTERLINE OF THE HIGHWAY, 19 FEET (5.8 M) WEST OF WOOD POWER POLE MN
 BZ1219'103, AND 1.0 FOOT (0.3 M) NORTH OF A FIBERGLASS WITNESS POST AT THE
 BZ1219'R/W FENCE.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BZ1219'A STAINLESS STEEL ROD SET TO THE DEPTH OF 14.1 FEET (4.3 M) AND
 BZ1219'ENCASED IN A PIPE SET FLUSH WITH THE GROUND, 3.3 FEET (1.0 M) BELOW
 BZ1219'THE HIGHWAY.
 BZ1219
 BZ1219                          STATION RECOVERY (2002)
 BZ1219
 BZ1219'RECOVERY NOTE BY US POWER SQUADRON 2002 (JP)
 BZ1219'RECOVERED IN GOOD CONDITION.
 BZ1219
 BZ1219                          STATION RECOVERY (2004)
 BZ1219
 BZ1219'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BZ1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2458 ***********************************************************************
 CS2458  DESIGNATION -  H 1476
 CS2458  PID         -  CS2458
 CS2458  STATE/COUNTY-  TX/HILL
 CS2458  USGS QUAD   -  ITASCA (1965)
 CS2458
 CS2458                         *CURRENT SURVEY CONTROL
 CS2458  ___________________________________________________________________
 CS2458* NAD 83(1986)-  32 10 08.     (N)    097 07 55.     (W)     SCALED    
 CS2458* NAVD 88     -       213.604  (meters)     700.80   (feet)  ADJUSTED  
 CS2458  ___________________________________________________________________
 CS2458  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 CS2458  DYNAMIC HT  -         213.342 (meters)     699.94  (feet)  COMP
 CS2458  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 CS2458
 CS2458  VERT ORDER  -  FIRST     CLASS II
 CS2458
 CS2458.The horizontal coordinates were scaled from a topographic map and have
 CS2458.an estimated accuracy of +/- 6 seconds.
 CS2458
 CS2458.The orthometric height was determined by differential leveling
 CS2458.and adjusted by the National Geodetic Survey in June 1991..
 CS2458
 CS2458.The geoid height was determined by GEOID03.
 CS2458
 CS2458.The dynamic height is computed by dividing the NAVD 88
 CS2458.geopotential number by the normal gravity value computed on the
 CS2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2458.degrees latitude (g = 980.6199 gals.).
 CS2458
 CS2458.The modeled gravity was interpolated from observed gravity values.
 CS2458
 CS2458;                    North         East    Units  Estimated Accuracy
 CS2458;SPC TXNC     - 2,056,530.      729,030.      MT  (+/- 180 meters Scaled)
 CS2458
 CS2458                          SUPERSEDED SURVEY CONTROL
 CS2458
 CS2458.No superseded survey control is available for this station.
 CS2458
 CS2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA761606(NAD 83)
 CS2458_MARKER: DB = BENCH MARK DISK
 CS2458_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2458_SP_SET: ABUTMENT
 CS2458_STAMPING: H 1476 1983
 CS2458_MARK LOGO: NGS   
 CS2458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2458+STABILITY: POSITION/ELEVATION WELL
 CS2458
 CS2458  HISTORY     - Date     Condition        Report By
 CS2458  HISTORY     - 1983     MONUMENTED       NGS
 CS2458  HISTORY     - 19950408 GOOD             USPSQD
 CS2458
 CS2458                          STATION DESCRIPTION
 CS2458
 CS2458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2458'12.8 KM (7.95 MI) SOUTH FROM GRANDVIEW.
 CS2458'12.8 KM (7.95 MI) SOUTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS
 CS2458'RAILROAD FROM ITS JUNCTION WITH FARM ROAD 916 IN GRANDVIEW, THENCE 2.1
 CS2458'KM (1.3 MI) EAST ALONG FARM ROAD 66, IN TOP OF AND 0.3 METER (1.0 FT)
 CS2458'NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE HIGHWAY
 CS2458'OVERPASS OVER INTERSTATE HIGHWAY 35 AND 4.6 METERS (15.1 FT) SOUTH OF
 CS2458'THE CENTERLINE OF THE ROAD.
 CS2458'THE MARK IS 0.3 M ABOVE THE ROAD.
 CS2458
 CS2458                          STATION RECOVERY (1995)
 CS2458
 CS2458'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2425 ***********************************************************************
 CS2425  DESIGNATION -  H 1477
 CS2425  PID         -  CS2425
 CS2425  STATE/COUNTY-  TX/TARRANT
 CS2425  USGS QUAD   -  ALEDO (1981)
 CS2425
 CS2425                         *CURRENT SURVEY CONTROL
 CS2425  ___________________________________________________________________
 CS2425* NAD 83(1986)-  32 40 45.     (N)    097 31 43.     (W)     SCALED    
 CS2425* NAVD 88     -       267.047  (meters)     876.14   (feet)  ADJUSTED  
 CS2425  ___________________________________________________________________
 CS2425  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CS2425  DYNAMIC HT  -         266.731 (meters)     875.10  (feet)  COMP
 CS2425  MODELED GRAV-     979,446.8   (mgal)                       NAVD 88
 CS2425
 CS2425  VERT ORDER  -  FIRST     CLASS II
 CS2425
 CS2425.The horizontal coordinates were scaled from a topographic map and have
 CS2425.an estimated accuracy of +/- 6 seconds.
 CS2425
 CS2425.The orthometric height was determined by differential leveling
 CS2425.and adjusted by the National Geodetic Survey in June 1991..
 CS2425
 CS2425.The geoid height was determined by GEOID03.
 CS2425
 CS2425.The dynamic height is computed by dividing the NAVD 88
 CS2425.geopotential number by the normal gravity value computed on the
 CS2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2425.degrees latitude (g = 980.6199 gals.).
 CS2425
 CS2425.The modeled gravity was interpolated from observed gravity values.
 CS2425
 CS2425;                    North         East    Units  Estimated Accuracy
 CS2425;SPC TXNC     - 2,112,700.      691,100.      MT  (+/- 180 meters Scaled)
 CS2425
 CS2425                          SUPERSEDED SURVEY CONTROL
 CS2425
 CS2425.No superseded survey control is available for this station.
 CS2425
 CS2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB379166(NAD 83)
 CS2425_MARKER: I = METAL ROD
 CS2425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2425_SP_SET: STAINLESS STEEL ROD
 CS2425_STAMPING: H 1477 1983
 CS2425_MARK LOGO: NGS   
 CS2425_PROJECTION: FLUSH
 CS2425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2425_ROD/PIPE-DEPTH: 6.1  meters
 CS2425
 CS2425  HISTORY     - Date     Condition        Report By
 CS2425  HISTORY     - 1983     MONUMENTED       NGS
 CS2425  HISTORY     - 20051119 GOOD             USPSQD
 CS2425
 CS2425                          STATION DESCRIPTION
 CS2425
 CS2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2425'21.2 KM (13.15 MI) WEST FROM FORT WORTH.
 CS2425'21.2 KM (13.15 MI) WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CS2425'ITS JUNCTION WITH SOUTH MAIN STREET IN FORT WORTH, 27.0 METERS (88.6
 CS2425'FT) SOUTHWEST OF THE CENTER OF FARM ROAD 2376, 10.0 METERS (32.8 FT)
 CS2425'NORTHEAST OF THE NEAR RAIL AND 1.3 METERS (4.3 FT) SOUTHWEST OF A
 CS2425'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CS2425'CAP.
 CS2425'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CS2425'THE MARK IS 2.0 M BELOW THE TRACKS.
 CS2425
 CS2425                          STATION RECOVERY (2005)
 CS2425
 CS2425'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 CS2425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2430 ***********************************************************************
 CS2430  DESIGNATION -  H 1478
 CS2430  PID         -  CS2430
 CS2430  STATE/COUNTY-  TX/PARKER
 CS2430  USGS QUAD   -  ALEDO (1981)
 CS2430
 CS2430                         *CURRENT SURVEY CONTROL
 CS2430  ___________________________________________________________________
 CS2430* NAD 83(1986)-  32 43 52.     (N)    097 37 00.     (W)     SCALED    
 CS2430* NAVD 88     -       293.243  (meters)     962.08   (feet)  ADJUSTED  
 CS2430  ___________________________________________________________________
 CS2430  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CS2430  DYNAMIC HT  -         292.889 (meters)     960.92  (feet)  COMP
 CS2430  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 CS2430
 CS2430  VERT ORDER  -  FIRST     CLASS II
 CS2430
 CS2430.The horizontal coordinates were scaled from a topographic map and have
 CS2430.an estimated accuracy of +/- 6 seconds.
 CS2430
 CS2430.The orthometric height was determined by differential leveling
 CS2430.and adjusted by the National Geodetic Survey in June 1991..
 CS2430
 CS2430.The geoid height was determined by GEOID03.
 CS2430
 CS2430.The dynamic height is computed by dividing the NAVD 88
 CS2430.geopotential number by the normal gravity value computed on the
 CS2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2430.degrees latitude (g = 980.6199 gals.).
 CS2430
 CS2430.The modeled gravity was interpolated from observed gravity values.
 CS2430
 CS2430;                    North         East    Units  Estimated Accuracy
 CS2430;SPC TXNC     - 2,118,380.      682,790.      MT  (+/- 180 meters Scaled)
 CS2430
 CS2430                          SUPERSEDED SURVEY CONTROL
 CS2430
 CS2430.No superseded survey control is available for this station.
 CS2430
 CS2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB296223(NAD 83)
 CS2430_MARKER: I = METAL ROD
 CS2430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2430_SP_SET: STAINLESS STEEL ROD
 CS2430_STAMPING: H 1478 1983
 CS2430_MARK LOGO: NGS   
 CS2430_PROJECTION: FLUSH
 CS2430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2430_ROD/PIPE-DEPTH: 3.0  meters
 CS2430
 CS2430  HISTORY     - Date     Condition        Report By
 CS2430  HISTORY     - 1983     MONUMENTED       NGS
 CS2430  HISTORY     - 19910522 GOOD             USPSQD
 CS2430  HISTORY     - 19950820 GOOD             USPSQD
 CS2430  HISTORY     - 19970524 GOOD             USPSQD
 CS2430  HISTORY     - 20041023 GOOD             USPSQD
 CS2430  HISTORY     - 20051119 GOOD             USPSQD
 CS2430
 CS2430                          STATION DESCRIPTION
 CS2430
 CS2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2430'17.2 KM (10.7 MI) EAST FROM WEATHERFORD.
 CS2430'17.2 KM (10.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2430'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 50.0 METERS (164.0 FT)
 CS2430'NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, 17.1
 CS2430'METERS (56.1 FT) NORTH OF A FRONTAGE ROAD, 42.1 METERS (138.1 FT)
 CS2430'NORTH OF MILEPOST 419, 1.4 METERS (4.6 FT) WEST OF A UTILITY POLE.
 CS2430'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2430'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CS2430'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CS2430
 CS2430                          STATION RECOVERY (1991)
 CS2430
 CS2430'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2430'RECOVERED IN GOOD CONDITION.
 CS2430
 CS2430                          STATION RECOVERY (1995)
 CS2430
 CS2430'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2430'RECOVERED IN GOOD CONDITION.
 CS2430
 CS2430                          STATION RECOVERY (1997)
 CS2430
 CS2430'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2430'RECOVERED IN GOOD CONDITION.
 CS2430
 CS2430                          STATION RECOVERY (2004)
 CS2430
 CS2430'RECOVERY NOTE BY US POWER SQUADRON 2004 (TGC)
 CS2430'RECOVERED IN GOOD CONDITION.
 CS2430
 CS2430                          STATION RECOVERY (2005)
 CS2430
 CS2430'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 CS2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0914 ***********************************************************************
 CT0914  DESIGNATION -  H 1479
 CT0914  PID         -  CT0914
 CT0914  STATE/COUNTY-  TX/PALO PINTO
 CT0914  USGS QUAD   -  GORDON (1984)
 CT0914
 CT0914                         *CURRENT SURVEY CONTROL
 CT0914  ___________________________________________________________________
 CT0914* NAD 83(1986)-  32 31 37.     (N)    098 19 52.     (W)     SCALED    
 CT0914* NAVD 88     -       297.667  (meters)     976.60   (feet)  ADJUSTED  
 CT0914  ___________________________________________________________________
 CT0914  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CT0914  DYNAMIC HT  -         297.298 (meters)     975.39  (feet)  COMP
 CT0914  MODELED GRAV-     979,390.2   (mgal)                       NAVD 88
 CT0914
 CT0914  VERT ORDER  -  FIRST     CLASS II
 CT0914
 CT0914.The horizontal coordinates were scaled from a topographic map and have
 CT0914.an estimated accuracy of +/- 6 seconds.
 CT0914
 CT0914.The orthometric height was determined by differential leveling
 CT0914.and adjusted by the National Geodetic Survey in June 1991..
 CT0914
 CT0914.The geoid height was determined by GEOID03.
 CT0914
 CT0914.The dynamic height is computed by dividing the NAVD 88
 CT0914.geopotential number by the normal gravity value computed on the
 CT0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0914.degrees latitude (g = 980.6199 gals.).
 CT0914
 CT0914.The modeled gravity was interpolated from observed gravity values.
 CT0914
 CT0914;                    North         East    Units  Estimated Accuracy
 CT0914;SPC TXNC     - 2,095,410.      615,870.      MT  (+/- 180 meters Scaled)
 CT0914
 CT0914                          SUPERSEDED SURVEY CONTROL
 CT0914
 CT0914.No superseded survey control is available for this station.
 CT0914
 CT0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA628990(NAD 83)
 CT0914_MARKER: I = METAL ROD
 CT0914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0914_SP_SET: STAINLESS STEEL ROD
 CT0914_STAMPING: H 1479 1983
 CT0914_MARK LOGO: NGS   
 CT0914_PROJECTION: FLUSH
 CT0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0914_ROD/PIPE-DEPTH: 1.2  meters
 CT0914
 CT0914  HISTORY     - Date     Condition        Report By
 CT0914  HISTORY     - 1983     MONUMENTED       NGS
 CT0914  HISTORY     - 19980822 MARK NOT FOUND   USPSQD
 CT0914  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0914  HISTORY     - 20040327 GOOD             USPSQD
 CT0914
 CT0914                          STATION DESCRIPTION
 CT0914
 CT0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0914'36.5 KM (22.65 MI) EAST FROM RANGER.
 CT0914'36.5 KM (22.65 MI) EASTERLY ALONG THE INTERSTATE HIGHWAY 20 FROM ITS
 CT0914'JUNCTION WITH FARM ROAD 2461 IN RANGER, 0.8 KM (0.5 MI) NORTHEAST OF
 CT0914'MILEPOST 372, 0.7 KM (0.45 MI) NORTHEAST OF A HIGHWAY BRIDGE, 53.3
 CT0914'METERS (174.9 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND
 CT0914'LANES OF THE HIGHWAY, 14.9 METERS (48.9 FT) SOUTHEAST OF THE
 CT0914'CENTERLINE OF A FRONTAGE ROAD AND 13.8 METERS (45.3 FT) WEST OF A
 CT0914'UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE
 CT0914'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0914'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CT0914'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CT0914
 CT0914                          STATION RECOVERY (1998)
 CT0914
 CT0914'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0914'MARK NOT FOUND.
 CT0914
 CT0914                          STATION RECOVERY (2002)
 CT0914
 CT0914'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0914'MARK NOT FOUND.
 CT0914
 CT0914                          STATION RECOVERY (2004)
 CT0914
 CT0914'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0930 ***********************************************************************
 CT0930  DESIGNATION -  H 1480
 CT0930  PID         -  CT0930
 CT0930  STATE/COUNTY-  TX/EASTLAND
 CT0930  USGS QUAD   -  BEAR MOUNTAIN (1987)
 CT0930
 CT0930                         *CURRENT SURVEY CONTROL
 CT0930  ___________________________________________________________________
 CT0930* NAD 83(1986)-  32 28 45.     (N)    098 36 17.     (W)     SCALED    
 CT0930* NAVD 88     -       391.684  (meters)    1285.05   (feet)  ADJUSTED  
 CT0930  ___________________________________________________________________
 CT0930  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CT0930  DYNAMIC HT  -         391.184 (meters)    1283.41  (feet)  COMP
 CT0930  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 CT0930
 CT0930  VERT ORDER  -  FIRST     CLASS II
 CT0930
 CT0930.The horizontal coordinates were scaled from a topographic map and have
 CT0930.an estimated accuracy of +/- 6 seconds.
 CT0930
 CT0930.The orthometric height was determined by differential leveling
 CT0930.and adjusted by the National Geodetic Survey in June 1991..
 CT0930
 CT0930.The geoid height was determined by GEOID03.
 CT0930
 CT0930.The dynamic height is computed by dividing the NAVD 88
 CT0930.geopotential number by the normal gravity value computed on the
 CT0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0930.degrees latitude (g = 980.6199 gals.).
 CT0930
 CT0930.The modeled gravity was interpolated from observed gravity values.
 CT0930
 CT0930;                    North         East    Units  Estimated Accuracy
 CT0930;SPC TXNC     - 2,090,100.      590,160.      MT  (+/- 180 meters Scaled)
 CT0930
 CT0930                          SUPERSEDED SURVEY CONTROL
 CT0930
 CT0930.No superseded survey control is available for this station.
 CT0930
 CT0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA371936(NAD 83)
 CT0930_MARKER: DB = BENCH MARK DISK
 CT0930_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0930_SP_SET: ABUTMENT
 CT0930_STAMPING: H 1480 1983
 CT0930_MARK LOGO: NGS   
 CT0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0930
 CT0930  HISTORY     - Date     Condition        Report By
 CT0930  HISTORY     - 1983     MONUMENTED       NGS
 CT0930  HISTORY     - 20020316 GOOD             USPSQD
 CT0930
 CT0930                          STATION DESCRIPTION
 CT0930
 CT0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0930'9.9 KM (6.15 MI) EAST FROM RANGER.
 CT0930'9.9 KM (6.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0930'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN TOP OF AND 0.1 METER (0.3
 CT0930'FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A FRONTAGE
 CT0930'ROAD BRIDGE SPANNING RUSSELL CREEK, 28.5 METERS (93.5 FT) SOUTH OF THE
 CT0930'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY AND 3.9 METERS (12.8
 CT0930'FT) SOUTH OF THE CENTERLINE OF THE ROAD.
 CT0930'THE MARK IS 0.6 M BELOW THE ROAD.
 CT0930
 CT0930                          STATION RECOVERY (2002)
 CT0930
 CT0930'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0955 ***********************************************************************
 CT0955  FBN         -  This is a Federal Base Network Control Station.
 CT0955  DESIGNATION -  H 1481
 CT0955  PID         -  CT0955
 CT0955  STATE/COUNTY-  TX/CALLAHAN
 CT0955  USGS QUAD   -  JAYELL (1966)
 CT0955
 CT0955                         *CURRENT SURVEY CONTROL
 CT0955  ___________________________________________________________________
 CT0955* NAD 83(1993)-  32 23 19.04480(N)    099 19 28.35590(W)     ADJUSTED  
 CT0955* NAVD 88     -       474.500  (meters)    1556.76   (feet)  ADJUSTED  
 CT0955  ___________________________________________________________________
 CT0955  X           -    -873,562.001 (meters)                     COMP
 CT0955  Y           -  -5,320,234.064 (meters)                     COMP
 CT0955  Z           -   3,397,139.124 (meters)                     COMP
 CT0955  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CT0955  ELLIP HEIGHT-         446.49  (meters)          (05/01/00) GPS OBS
 CT0955  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CT0955  DYNAMIC HT  -         473.885 (meters)    1554.74  (feet)  COMP
 CT0955  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 CT0955
 CT0955  HORZ ORDER  -  B
 CT0955  VERT ORDER  -  FIRST     CLASS II
 CT0955  ELLP ORDER  -  THIRD     CLASS I
 CT0955
 CT0955.The horizontal coordinates were established by GPS observations
 CT0955.and adjusted by the National Geodetic Survey in May 1994..
 CT0955
 CT0955.The orthometric height was determined by differential leveling
 CT0955.and adjusted by the National Geodetic Survey in June 1991..
 CT0955
 CT0955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CT0955
 CT0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0955
 CT0955.The ellipsoidal height was determined by GPS observations
 CT0955.and is referenced to NAD 83.
 CT0955
 CT0955.The geoid height was determined by GEOID03.
 CT0955
 CT0955.The dynamic height is computed by dividing the NAVD 88
 CT0955.geopotential number by the normal gravity value computed on the
 CT0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0955.degrees latitude (g = 980.6199 gals.).
 CT0955
 CT0955.The modeled gravity was interpolated from observed gravity values.
 CT0955
 CT0955;                    North         East     Units Scale Factor Converg.
 CT0955;SPC TXNC     - 2,080,363.295   522,422.258   MT  0.99993908   -0 26 58.9
 CT0955;SPC TXNC     - 6,825,325.24  1,713,980.36   sFT  0.99993908   -0 26 58.9
 CT0955;UTM  14      - 3,583,559.315   469,475.084   MT  0.99961149   -0 10 25.8
 CT0955
 CT0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0955!SPC TXNC     -   0.99992990  x   0.99993908  =   0.99986899
 CT0955!UTM  14      -   0.99992990  x   0.99961149  =   0.99954142
 CT0955
 CT0955                          SUPERSEDED SURVEY CONTROL
 CT0955
 CT0955  ELLIP H (05/09/94)  446.53   (m)                       GP(       ) 4 2
 CT0955  NAVD 88 (05/09/94)  474.50   (m)         1556.8    (f) LEVELING    3  
 CT0955
 CT0955.Superseded values are not recommended for survey control.
 CT0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0955.See file dsdata.txt to determine how the superseded data were derived.
 CT0955
 CT0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA6947583559(NAD 83)
 CT0955_MARKER: F = FLANGE-ENCASED ROD
 CT0955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0955_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CT0955_STAMPING: H 1481 1983
 CT0955_MARK LOGO: NGS   
 CT0955_PROJECTION: FLUSH
 CT0955_MAGNETIC: I = MARKER IS A STEEL ROD
 CT0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0955+STABILITY: POSITION/ELEVATION WELL
 CT0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT0955+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1998
 CT0955_ROD/PIPE-DEPTH: 7.3  meters
 CT0955
 CT0955  HISTORY     - Date     Condition        Report By
 CT0955  HISTORY     - 1983     MONUMENTED       NGS
 CT0955  HISTORY     - 19930127 GOOD             NGS
 CT0955  HISTORY     - 19950407 GOOD             NGS
 CT0955  HISTORY     - 19980205 GOOD             NGS
 CT0955  HISTORY     - 19990826 GOOD             NGS
 CT0955
 CT0955                          STATION DESCRIPTION
 CT0955
 CT0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0955'41.6 KM (25.8 MI) EAST FROM ABILENE.
 CT0955'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CT0955'34.4 KM (21.35 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0955'THE RAILROAD STATION IN ABILENE, THENCE 1.3 KM (0.8 MI) NORTH ALONG
 CT0955'U.S. HIGHWAY 283, THENCE 5.9 KM (3.65 MI) EASTERLY ALONG INTERSTATE
 CT0955'HIGHWAY 20, 0.7 KM (0.45 MI) WEST OF MILEPOST 312, 44.8 METERS (147.0
 CT0955'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-CHANNEL BOX CULVERT, 34.7
 CT0955'METERS (113.8 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 CT0955'THE HIGHWAY AND 9.1 METERS (29.9 FT) SOUTH OF THE CENTER OF A FRONTAGE
 CT0955'ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0955'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CT0955
 CT0955                          STATION RECOVERY (1993)
 CT0955
 CT0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CT0955'STATION IS LOCATED ABOUT 5 KM (3.10 MI) EAST OF BAIRD, ALONG THE SOUTH
 CT0955'FRONTAGE ROAD OF INTERSTATE HIGHWAY 20, 2.5 KM (1.55 MI) WEST OF THE
 CT0955'JUNCTION OF THE HIGHWAY AND FARM ROAD 2228 (EXIT 311), ON THE
 CT0955'RIGHT-OF-WAY, AT MILE 310.7, AT THE NORTHEAST CORNER OF A CULTIVATED
 CT0955'FIELD, AND JUST WEST OF A DEEP DIP IN ROAD.  OWNERSHIP--TEXAS
 CT0955'DEPARTMENT OF TRANSPORTATION.
 CT0955'TO REACH FROM THE UNDERPASS AT EXIT 310 OF INTERSTATE HIGHWAY 20
 CT0955'(FINLEY ROAD), GO EAST ON THE SOUTH FRONTAGE ROAD FOR 1.96 KM
 CT0955'(1.20 MI) TO THE STATION ON THE RIGHT.
 CT0955'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 CT0955'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 5 CM BELOW GROUND.  IT
 CT0955'IS 9.0 M (29.5 FT) SOUTH OF, AND SLIGHTLY LOWER THAN THE ROAD CENTER,
 CT0955'0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY
 CT0955'FENCE, 39 M (128.0 FT) WEST OF THE CENTER OF THE ROAD DIP, AND 44.6 M
 CT0955'(146.3 FT) SOUTHWEST OF THE WEST END OF A TWIN CHANNEL BOX CULVERT
 CT0955'WITH SLANTED ANTI-VEHICLE BARS.
 CT0955
 CT0955                          STATION RECOVERY (1995)
 CT0955
 CT0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CT0955'STATION IS LOCATED ABOUT 5 KM (3.10 MI) EAST OF BAIRD, ALONG THE SOUTH
 CT0955'FRONTAGE ROAD OF INTERSTATE HIGHWAY 20, 2.5 KM (1.55 MI) WEST OF THE
 CT0955'JUNCTION OF THE HIGHWAY AND FARM ROAD 2228 (EXIT 311) , ON THE
 CT0955'RIGHT-OF-WAY AT MILE 310.7, AT THE NORTHEAST CORNER OF A CULTIVATED
 CT0955'FIELD, AND JUST WEST OF A DEEP DIP IN ROAD.  OWNERSHIP--TEXAS
 CT0955'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE UNDERPASS AT EXIT 310
 CT0955'OF INTERSTATE HIGHWAY 20 (FINLEY ROAD) , GO EAST ON THE SOUTH FRONTAGE
 CT0955'ROAD FOR 1.96 KM (1.20 MI) TO THE STATION ON THE RIGHT. STATION MARK
 CT0955'IS A PUNCH HOLE ON A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP,
 CT0955'SET IN A CONCRETE POST 5 CM BELOW GROUND.  IT IS 9 M (29.5 FT) SOUTH
 CT0955'OF, AND SLIGHTLY LOWER THAN, THE ROAD CENTER, 0.3 M (1.0 FT) NORTH OF
 CT0955'A FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY FENCE, 39 M (128.0 FT)
 CT0955'WEST OF THE CENTER OF THE ROAD DIP, AND 44.6 M (146.3 FT) SOUTHWEST OF
 CT0955'THE WEST END OF A TWIN CHANNEL BOX CULVERT WITH SLANTED ANTI-VEHICLE
 CT0955'BARS.
 CT0955
 CT0955                          STATION RECOVERY (1998)
 CT0955
 CT0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CT0955'RECOVERED AS DESCRIBED WITH THIS NOTE.  BY R.G. HAYES  NOTE--THE
 CT0955'PREVIOUS DESCRIPTIONS STATE (59) = STAINLESS STEEL ROD IN SLEEVE, THIS
 CT0955'IS INCORRECT.  THE DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A
 CT0955'STAINLESS STEEL ROD CAP CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 CT0955'WITHOUT SLEEVE, RECESSED ABOUT 15-CM BELOW THE GROUND SURFACE AND
 CT0955'DRIVEN TO A DEPTH OF 7.3 M, (24.0 FT) ENCASED IN A 5-INCH PVC PIPE
 CT0955'WITH NGS LOGO CAP SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND
 CT0955'SURFACE.
 CT0955
 CT0955                          STATION RECOVERY (1999)
 CT0955
 CT0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (HWE)
 CT0955'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0634 ***********************************************************************
 DO0634  DESIGNATION -  H 1482
 DO0634  PID         -  DO0634
 DO0634  STATE/COUNTY-  TX/CLAY
 DO0634  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0634
 DO0634                         *CURRENT SURVEY CONTROL
 DO0634  ___________________________________________________________________
 DO0634* NAD 83(1986)-  33 52 50.     (N)    098 24 37.     (W)     SCALED    
 DO0634* NAVD 88     -       304.168  (meters)     997.92   (feet)  ADJUSTED  
 DO0634  ___________________________________________________________________
 DO0634  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DO0634  DYNAMIC HT  -         303.834 (meters)     996.83  (feet)  COMP
 DO0634  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 DO0634
 DO0634  VERT ORDER  -  FIRST     CLASS II
 DO0634
 DO0634.The horizontal coordinates were scaled from a topographic map and have
 DO0634.an estimated accuracy of +/- 6 seconds.
 DO0634
 DO0634.The orthometric height was determined by differential leveling
 DO0634.and adjusted by the National Geodetic Survey in June 1991..
 DO0634
 DO0634.The geoid height was determined by GEOID03.
 DO0634
 DO0634.The dynamic height is computed by dividing the NAVD 88
 DO0634.geopotential number by the normal gravity value computed on the
 DO0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0634.degrees latitude (g = 980.6199 gals.).
 DO0634
 DO0634.The modeled gravity was interpolated from observed gravity values.
 DO0634
 DO0634;                    North         East    Units  Estimated Accuracy
 DO0634;SPC TXNC     - 2,245,510.      608,300.      MT  (+/- 180 meters Scaled)
 DO0634
 DO0634                          SUPERSEDED SURVEY CONTROL
 DO0634
 DO0634.No superseded survey control is available for this station.
 DO0634
 DO0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC545490(NAD 83)
 DO0634_MARKER: DB = BENCH MARK DISK
 DO0634_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO0634_SP_SET: PIER
 DO0634_STAMPING: H 1482 1984
 DO0634_MARK LOGO: NGS   
 DO0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0634
 DO0634  HISTORY     - Date     Condition        Report By
 DO0634  HISTORY     - 1984     MONUMENTED       NGS
 DO0634
 DO0634                          STATION DESCRIPTION
 DO0634
 DO0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0634'8.3 KM (5.15 MI) SE FROM WICHITA FALLS.
 DO0634'8.3 KM (5.15 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0634'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, SET VERTICALLY IN
 DO0634'THE SOUTHEAST FACE OF THE MOST SOUTHEASTERLY 1 OF 3 COLUMNS OF THE 1ST
 DO0634'PIER NORTHEAST OF THE TRACKS OF THE U.S.HIGHWAY 287 OVERPASS OVER THE
 DO0634'TRACKS, 4.4 METERS (14.4 FT) NORTHEAST OF THE NEAR RAIL, AND
 DO0634'4.3 METERS (14.1 FT) SOUTHEAST OF THE CENTER OF THE SOUTHEAST BOUND
 DO0634'LANES OF THE HIGHWAY.
 DO0634'THE MARK IS 1.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0525 ***********************************************************************
 EM0525  DESIGNATION -  H 1483
 EM0525  PID         -  EM0525
 EM0525  STATE/COUNTY-  TX/WICHITA
 EM0525  USGS QUAD   -  ELECTRA (1991)
 EM0525
 EM0525                         *CURRENT SURVEY CONTROL
 EM0525  ___________________________________________________________________
 EM0525* NAD 83(1986)-  34 02 15.     (N)    098 56 18.     (W)     SCALED    
 EM0525* NAVD 88     -       363.829  (meters)    1193.66   (feet)  ADJUSTED  
 EM0525  ___________________________________________________________________
 EM0525  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 EM0525  DYNAMIC HT  -         363.426 (meters)    1192.34  (feet)  COMP
 EM0525  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 EM0525
 EM0525  VERT ORDER  -  FIRST     CLASS II
 EM0525
 EM0525.The horizontal coordinates were scaled from a topographic map and have
 EM0525.an estimated accuracy of +/- 6 seconds.
 EM0525
 EM0525.The orthometric height was determined by differential leveling
 EM0525.and adjusted by the National Geodetic Survey in June 1991..
 EM0525
 EM0525.The geoid height was determined by GEOID03.
 EM0525
 EM0525.The dynamic height is computed by dividing the NAVD 88
 EM0525.geopotential number by the normal gravity value computed on the
 EM0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0525.degrees latitude (g = 980.6199 gals.).
 EM0525
 EM0525.The modeled gravity was interpolated from observed gravity values.
 EM0525
 EM0525;                    North         East    Units  Estimated Accuracy
 EM0525;SPC TXNC     - 2,263,000.      559,520.      MT  (+/- 180 meters Scaled)
 EM0525
 EM0525                          SUPERSEDED SURVEY CONTROL
 EM0525
 EM0525.No superseded survey control is available for this station.
 EM0525
 EM0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC056663(NAD 83)
 EM0525_MARKER: I = METAL ROD
 EM0525_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0525_SP_SET: STAINLESS STEEL ROD
 EM0525_STAMPING: H 1483 1984
 EM0525_MARK LOGO: NGS   
 EM0525_PROJECTION: FLUSH
 EM0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0525_ROD/PIPE-DEPTH: 3.7  meters
 EM0525
 EM0525  HISTORY     - Date     Condition        Report By
 EM0525  HISTORY     - 1984     MONUMENTED       NGS
 EM0525  HISTORY     - 20010525 GOOD             USPSQD
 EM0525
 EM0525                          STATION DESCRIPTION
 EM0525
 EM0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0525'35.2 KM (21.85 MI) SE FROM VERNON.
 EM0525'35.2 KM (21.85 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN
 EM0525'RAILROAD FROM THE STATION IN VERNON, 14.1 METERS (46.3 FT) SOUTHWEST
 EM0525'OF THE CENTERLINE OF U.S. HIGHWAY 287 BUSINESS, 11.7 METERS (38.4 FT)
 EM0525'NORTHEAST OF THE NEAR RAIL, 9.6 METERS (31.5 FT) NORTHWEST OF THE
 EM0525'CENTER OF A GRAVELED ROAD, AND 1.1 METERS (3.6 FT) NORTHWEST OF A
 EM0525'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EM0525'CAP.
 EM0525'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EM0525'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EM0525
 EM0525                          STATION RECOVERY (2001)
 EM0525
 EM0525'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0583 ***********************************************************************
 EN0583  DESIGNATION -  H 1484
 EN0583  PID         -  EN0583
 EN0583  STATE/COUNTY-  TX/CHILDRESS
 EN0583  USGS QUAD   -  CAREY (1981)
 EN0583
 EN0583                         *CURRENT SURVEY CONTROL
 EN0583  ___________________________________________________________________
 EN0583* NAD 83(1986)-  34 27 10.     (N)    100 16 41.     (W)     SCALED    
 EN0583* NAVD 88     -       589.878  (meters)    1935.29   (feet)  ADJUSTED  
 EN0583  ___________________________________________________________________
 EN0583  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 EN0583  DYNAMIC HT  -         589.202 (meters)    1933.07  (feet)  COMP
 EN0583  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 EN0583
 EN0583  VERT ORDER  -  FIRST     CLASS II
 EN0583
 EN0583.The horizontal coordinates were scaled from a topographic map and have
 EN0583.an estimated accuracy of +/- 6 seconds.
 EN0583
 EN0583.The orthometric height was determined by differential leveling
 EN0583.and adjusted by the National Geodetic Survey in June 1991..
 EN0583
 EN0583.The geoid height was determined by GEOID03.
 EN0583
 EN0583.The dynamic height is computed by dividing the NAVD 88
 EN0583.geopotential number by the normal gravity value computed on the
 EN0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0583.degrees latitude (g = 980.6199 gals.).
 EN0583
 EN0583.The modeled gravity was interpolated from observed gravity values.
 EN0583
 EN0583;                    North         East    Units  Estimated Accuracy
 EN0583;SPC TX N     - 1,050,930.      312,290.      MT  (+/- 180 meters Scaled)
 EN0583
 EN0583                          SUPERSEDED SURVEY CONTROL
 EN0583
 EN0583.No superseded survey control is available for this station.
 EN0583
 EN0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD826131(NAD 83)
 EN0583_MARKER: I = METAL ROD
 EN0583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0583_SP_SET: STAINLESS STEEL ROD
 EN0583_STAMPING: H 1484 1984
 EN0583_MARK LOGO: NGS   
 EN0583_PROJECTION: FLUSH
 EN0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0583_ROD/PIPE-DEPTH: 7.0  meters
 EN0583
 EN0583  HISTORY     - Date     Condition        Report By
 EN0583  HISTORY     - 1984     MONUMENTED       NGS
 EN0583
 EN0583                          STATION DESCRIPTION
 EN0583
 EN0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0583'5.2 KM (3.25 MI) NW FROM CHILDRESS.
 EN0583'5.2 KM (3.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0583'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, IN THE SOUTHWEST ANGLE OF
 EN0583'A CROSSROAD, 38.7 M (127.0 FT) SOUTH OF THE CENTERLINE OF THE
 EN0583'SOUTHEAST BOUND LANES OF THE HIGHWAY, 15.7 M (51.5 FT) WEST OF THE
 EN0583'CENTER OF FARM ROAD 164, 13.9 M (45.6 FT) NORTH OF A UTILITY POLE, AND
 EN0583'0.7 M (2.3 FT) SOUTH OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM
 EN0583'POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0583'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 EN0583'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0921 ***********************************************************************
 DN0921  DESIGNATION -  H 1485
 DN0921  PID         -  DN0921
 DN0921  STATE/COUNTY-  TX/WISE
 DN0921  USGS QUAD   -  RHOME (1972)
 DN0921
 DN0921                         *CURRENT SURVEY CONTROL
 DN0921  ___________________________________________________________________
 DN0921* NAD 83(1986)-  33 02 43.     (N)    097 27 42.     (W)     SCALED    
 DN0921* NAVD 88     -       280.373  (meters)     919.86   (feet)  ADJUSTED  
 DN0921  ___________________________________________________________________
 DN0921  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DN0921  DYNAMIC HT  -         280.042 (meters)     918.77  (feet)  COMP
 DN0921  MODELED GRAV-     979,450.5   (mgal)                       NAVD 88
 DN0921
 DN0921  VERT ORDER  -  FIRST     CLASS II
 DN0921
 DN0921.The horizontal coordinates were scaled from a topographic map and have
 DN0921.an estimated accuracy of +/- 6 seconds.
 DN0921
 DN0921.The orthometric height was determined by differential leveling
 DN0921.and adjusted by the National Geodetic Survey in June 1991..
 DN0921
 DN0921.The geoid height was determined by GEOID03.
 DN0921
 DN0921.The dynamic height is computed by dividing the NAVD 88
 DN0921.geopotential number by the normal gravity value computed on the
 DN0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0921.degrees latitude (g = 980.6199 gals.).
 DN0921
 DN0921.The modeled gravity was interpolated from observed gravity values.
 DN0921
 DN0921;                    North         East    Units  Estimated Accuracy
 DN0921;SPC TXNC     - 2,153,350.      696,970.      MT  (+/- 180 meters Scaled)
 DN0921
 DN0921                          SUPERSEDED SURVEY CONTROL
 DN0921
 DN0921.No superseded survey control is available for this station.
 DN0921
 DN0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB436573(NAD 83)
 DN0921_MARKER: DB = BENCH MARK DISK
 DN0921_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0921_SP_SET: PIER
 DN0921_STAMPING: H 1485 1984
 DN0921_MARK LOGO: NGS   
 DN0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0921
 DN0921  HISTORY     - Date     Condition        Report By
 DN0921  HISTORY     - 1984     MONUMENTED       NGS
 DN0921  HISTORY     - 19990827 GOOD             USPSQD
 DN0921
 DN0921                          STATION DESCRIPTION
 DN0921
 DN0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0921'IN RHOME.
 DN0921'IN RHOME, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD AND
 DN0921'STATE HIGHWAY 114, SET VERTICALLY IN THE EAST FACE OF THE MOST
 DN0921'SOUTHEASTERLY ONE OF THREE COLUMNS OF THE MOST WESTERLY 1 OF 3 PIERS
 DN0921'OF THE EAST BOUND HIGHWAY OVERPASS, 26.5 METERS (86.9 FT) SOUTHWEST OF
 DN0921'THE NEAR RAIL, AND 6.9 METERS (72.6 FT) SOUTHEAST OF THE CENTER OF THE
 DN0921'EAST BOUND LANES OF THE HIGHWAY.
 DN0921'THE MARK IS 1.5 M ABOVE THE GROUND.
 DN0921
 DN0921                          STATION RECOVERY (1999)
 DN0921
 DN0921'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0943 ***********************************************************************
 DN0943  DESIGNATION -  H 1486
 DN0943  PID         -  DN0943
 DN0943  STATE/COUNTY-  TX/MONTAGUE
 DN0943  USGS QUAD   -  BOWIE (1978)
 DN0943
 DN0943                         *CURRENT SURVEY CONTROL
 DN0943  ___________________________________________________________________
 DN0943* NAD 83(1986)-  33 33 42.     (N)    097 51 31.     (W)     SCALED    
 DN0943* NAVD 88     -       331.412  (meters)    1087.31   (feet)  ADJUSTED  
 DN0943  ___________________________________________________________________
 DN0943  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DN0943  DYNAMIC HT  -         331.046 (meters)    1086.11  (feet)  COMP
 DN0943  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 DN0943
 DN0943  VERT ORDER  -  FIRST     CLASS II
 DN0943
 DN0943.The horizontal coordinates were scaled from a topographic map and have
 DN0943.an estimated accuracy of +/- 6 seconds.
 DN0943
 DN0943.The orthometric height was determined by differential leveling
 DN0943.and adjusted by the National Geodetic Survey in June 1991..
 DN0943
 DN0943.The geoid height was determined by GEOID03.
 DN0943
 DN0943.The dynamic height is computed by dividing the NAVD 88
 DN0943.geopotential number by the normal gravity value computed on the
 DN0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0943.degrees latitude (g = 980.6199 gals.).
 DN0943
 DN0943.The modeled gravity was interpolated from observed gravity values.
 DN0943
 DN0943;                    North         East    Units  Estimated Accuracy
 DN0943;SPC TXNC     - 2,210,320.      659,550.      MT  (+/- 180 meters Scaled)
 DN0943
 DN0943                          SUPERSEDED SURVEY CONTROL
 DN0943
 DN0943.No superseded survey control is available for this station.
 DN0943
 DN0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC059141(NAD 83)
 DN0943_MARKER: I = METAL ROD
 DN0943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN0943_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN0943_STAMPING: H 1486 1984
 DN0943_MARK LOGO: NGS   
 DN0943_PROJECTION: FLUSH
 DN0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0943+STABILITY: POSITION/ELEVATION WELL
 DN0943_ROD/PIPE-DEPTH: 8.7  meters
 DN0943_SLEEVE-DEPTH  : 8.5 meters
 DN0943
 DN0943  HISTORY     - Date     Condition        Report By
 DN0943  HISTORY     - 1984     MONUMENTED       NGS
 DN0943  HISTORY     - 1984     GOOD             NGS
 DN0943  HISTORY     - 19961130 GOOD             USPSQD
 DN0943
 DN0943                          STATION DESCRIPTION
 DN0943
 DN0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0943'1.0 KM (0.6 MI) NW FROM BOWIE.
 DN0943'1.0 KM (0.6 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0943'FROM THE STATION IN BOWIE, 61.9 METERS (203.1 FT) WEST OF MILEPOST 69,
 DN0943'29.6 M (97.1 FT) SOUTHWEST OF THE NEAR RAIL, 9.8 METERS (32.2 FT)
 DN0943'SOUTHWEST OF THE CENTER OF A DIRT ROAD, 5.8 METERS (19.0 FT) NORTHEAST
 DN0943'OF A FENCE, 1.4 M (4.6 FT) SOUTHEAST OF A UTILITY POLE, AND 0.3 METER
 DN0943'(1.0 FT) NORTHWEST OF A WITNESS POST.  NOTE=ACCESS TO THE DATUM POINT
 DN0943'IS THROUGH A 5-INCH LOGO CAP.
 DN0943'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DN0943'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DN0943
 DN0943                          STATION RECOVERY (1984)
 DN0943
 DN0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0943'RECOVERED IN GOOD CONDITION.
 DN0943
 DN0943                          STATION RECOVERY (1996)
 DN0943
 DN0943'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0553 ***********************************************************************
 EM0553  DESIGNATION -  H 1487
 EM0553  PID         -  EM0553
 EM0553  STATE/COUNTY-  TX/HARDEMAN
 EM0553  USGS QUAD   -  CHILLICOTHE (1984)
 EM0553
 EM0553                         *CURRENT SURVEY CONTROL
 EM0553  ___________________________________________________________________
 EM0553* NAD 83(1986)-  34 15 16.     (N)    099 32 10.     (W)     SCALED    
 EM0553* NAVD 88     -       424.623  (meters)    1393.12   (feet)  ADJUSTED  
 EM0553  ___________________________________________________________________
 EM0553  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0553  DYNAMIC HT  -         424.143 (meters)    1391.54  (feet)  COMP
 EM0553  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 EM0553
 EM0553  VERT ORDER  -  FIRST     CLASS II
 EM0553
 EM0553.The horizontal coordinates were scaled from a topographic map and have
 EM0553.an estimated accuracy of +/- 6 seconds.
 EM0553
 EM0553.The orthometric height was determined by differential leveling
 EM0553.and adjusted by the National Geodetic Survey in June 1991..
 EM0553
 EM0553.The geoid height was determined by GEOID03.
 EM0553
 EM0553.The dynamic height is computed by dividing the NAVD 88
 EM0553.geopotential number by the normal gravity value computed on the
 EM0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0553.degrees latitude (g = 980.6199 gals.).
 EM0553
 EM0553.The modeled gravity was interpolated from observed gravity values.
 EM0553
 EM0553;                    North         East    Units  Estimated Accuracy
 EM0553;SPC TXNC     - 2,287,450.      504,560.      MT  (+/- 180 meters Scaled)
 EM0553
 EM0553                          SUPERSEDED SURVEY CONTROL
 EM0553
 EM0553.No superseded survey control is available for this station.
 EM0553
 EM0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC506904(NAD 83)
 EM0553_MARKER: I = METAL ROD
 EM0553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0553_SP_SET: STAINLESS STEEL ROD
 EM0553_STAMPING: H 1487 1984
 EM0553_MARK LOGO: NGS   
 EM0553_PROJECTION: FLUSH
 EM0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0553_ROD/PIPE-DEPTH: 7.3  meters
 EM0553
 EM0553  HISTORY     - Date     Condition        Report By
 EM0553  HISTORY     - 1984     MONUMENTED       NGS
 EM0553
 EM0553                          STATION DESCRIPTION
 EM0553
 EM0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0553'2.1 KM (1.3 MI) WEST FROM CHILLICOTHE.
 EM0553'2.1 KM (1.3 MI) WESTERLY ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 EM0553'IN CHILLICOTHE, 38.7 M (127.0 FT) NORTHEAST OF THE CENTER OF A DIRT
 EM0553'ROAD LEADING NORTHWEST, 29.7 M (97.4 FT) NORTHEAST OF TRIANGULATION
 EM0553'STATION BETHEL, 13.5 M (44.3 FT) NORTHWEST OF THE CENTERLINE OF THE
 EM0553'WEST BOUND LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT) NORTHEAST OF A
 EM0553'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EM0553'CAP.
 EM0553'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EM0553'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1287 ***********************************************************************
 GL1287  DESIGNATION -  H 1488
 GL1287  PID         -  GL1287
 GL1287  STATE/COUNTY-  TX/DALLAM
 GL1287  USGS QUAD   -  DALHART WEST (1973)
 GL1287
 GL1287                         *CURRENT SURVEY CONTROL
 GL1287  ___________________________________________________________________
 GL1287* NAD 83(1986)-  36 07 07.     (N)    102 30 34.     (W)     SCALED    
 GL1287* NAVD 88     -      1217.158  (meters)    3993.29   (feet)  ADJUSTED  
 GL1287  ___________________________________________________________________
 GL1287  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 GL1287  DYNAMIC HT  -        1215.749 (meters)    3988.67  (feet)  COMP
 GL1287  MODELED GRAV-     979,433.7   (mgal)                       NAVD 88
 GL1287
 GL1287  VERT ORDER  -  FIRST     CLASS II
 GL1287
 GL1287.The horizontal coordinates were scaled from a topographic map and have
 GL1287.an estimated accuracy of +/- 6 seconds.
 GL1287
 GL1287.The orthometric height was determined by differential leveling
 GL1287.and adjusted by the National Geodetic Survey in June 1991..
 GL1287
 GL1287.The geoid height was determined by GEOID03.
 GL1287
 GL1287.The dynamic height is computed by dividing the NAVD 88
 GL1287.geopotential number by the normal gravity value computed on the
 GL1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1287.degrees latitude (g = 980.6199 gals.).
 GL1287
 GL1287.The modeled gravity was interpolated from observed gravity values.
 GL1287
 GL1287;                    North         East    Units  Estimated Accuracy
 GL1287;SPC TX N     - 1,235,500.      109,120.      MT  (+/- 180 meters Scaled)
 GL1287
 GL1287                          SUPERSEDED SURVEY CONTROL
 GL1287
 GL1287.No superseded survey control is available for this station.
 GL1287
 GL1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV241999(NAD 83)
 GL1287_MARKER: I = METAL ROD
 GL1287_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1287_SP_SET: STAINLESS STEEL ROD
 GL1287_STAMPING: H 1488 1985
 GL1287_MARK LOGO: NGS   
 GL1287_PROJECTION: FLUSH
 GL1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1287_ROD/PIPE-DEPTH: 3.7  meters
 GL1287
 GL1287  HISTORY     - Date     Condition        Report By
 GL1287  HISTORY     - 1985     MONUMENTED       NGS
 GL1287
 GL1287                          STATION DESCRIPTION
 GL1287
 GL1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1287'6.4 KM (4.0 MI) NORTH FROM DALHART.
 GL1287'6.4 KM (4.0 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1287'WITH U.S. HIGHWAY 54 IN DALHART, 0.6 KM (0.35 MI) SOUTH OF THE
 GL1287'INTERSECTION OF A DIRT ROAD LEADING EAST TO A RELAY TOWER, AND 22.7 M
 GL1287'(74.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO DATUM
 GL1287'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1287'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GL1287'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0570 ***********************************************************************
 EM0570  DESIGNATION -  H 1489
 EM0570  PID         -  EM0570
 EM0570  STATE/COUNTY-  TX/HARDEMAN
 EM0570  USGS QUAD   -  GOODLETT (1990)
 EM0570
 EM0570                         *CURRENT SURVEY CONTROL
 EM0570  ___________________________________________________________________
 EM0570* NAD 83(1986)-  34 20 09.     (N)    099 53 37.     (W)     SCALED    
 EM0570* NAVD 88     -       480.010  (meters)    1574.83   (feet)  ADJUSTED  
 EM0570  ___________________________________________________________________
 EM0570  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 EM0570  DYNAMIC HT  -         479.467 (meters)    1573.05  (feet)  COMP
 EM0570  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 EM0570
 EM0570  VERT ORDER  -  FIRST     CLASS II
 EM0570
 EM0570.The horizontal coordinates were scaled from a topographic map and have
 EM0570.an estimated accuracy of +/- 6 seconds.
 EM0570
 EM0570.The orthometric height was determined by differential leveling
 EM0570.and adjusted by the National Geodetic Survey in June 1991..
 EM0570
 EM0570.The geoid height was determined by GEOID03.
 EM0570
 EM0570.The dynamic height is computed by dividing the NAVD 88
 EM0570.geopotential number by the normal gravity value computed on the
 EM0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0570.degrees latitude (g = 980.6199 gals.).
 EM0570
 EM0570.The modeled gravity was interpolated from observed gravity values.
 EM0570
 EM0570;                    North         East    Units  Estimated Accuracy
 EM0570;SPC TXNC     - 2,296,860.      471,750.      MT  (+/- 180 meters Scaled)
 EM0570
 EM0570                          SUPERSEDED SURVEY CONTROL
 EM0570
 EM0570.No superseded survey control is available for this station.
 EM0570
 EM0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC178997(NAD 83)
 EM0570_MARKER: I = METAL ROD
 EM0570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0570_SP_SET: STAINLESS STEEL ROD
 EM0570_STAMPING: H 1489 1984
 EM0570_MARK LOGO: NGS   
 EM0570_PROJECTION: FLUSH
 EM0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0570_ROD/PIPE-DEPTH: 3.7  meters
 EM0570
 EM0570  HISTORY     - Date     Condition        Report By
 EM0570  HISTORY     - 1984     MONUMENTED       NGS
 EM0570
 EM0570                          STATION DESCRIPTION
 EM0570
 EM0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0570'15.2 KM (9.45 MI) NW FROM QUANAH.
 EM0570'15.2 KM (9.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EM0570'JUNCTION WITH STATE HIGHWAY 6 IN QUANAH, 0.4 KM (0.25 MI) EAST OF FARM
 EM0570'ROAD 680, 31.7 M (104.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 EM0570'NORTHWEST BOUND LANES OF THE HIGHWAY, 13.0 M (42.7 FT) NORTHWEST OF
 EM0570'THE CENTER OF A PRIVATE DRIVE LEADING NORTH, AND 6.6 M (21.7 FT)
 EM0570'NORTHWEST OF A UTILITY POLE WITH 2 GUY WIRES AT A UTILITY LINE
 EM0570'CROSSING OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 EM0570'5-INCH LOGO CAP.
 EM0570'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EM0570'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2304 ***********************************************************************
 AX2304  DESIGNATION -  H 149
 AX2304  PID         -  AX2304
 AX2304  STATE/COUNTY-  TX/CALDWELL
 AX2304  USGS QUAD   -  HARWOOD (1981)
 AX2304
 AX2304                         *CURRENT SURVEY CONTROL
 AX2304  ___________________________________________________________________
 AX2304* NAD 83(1986)-  29 42 05.     (N)    097 31 02.     (W)     SCALED    
 AX2304* NAVD 88     -       143.10   (+/-2cm)     469.5    (feet)  VERTCON   
 AX2304  ___________________________________________________________________
 AX2304  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2304
 AX2304  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2304
 AX2304.The horizontal coordinates were scaled from a topographic map and have
 AX2304.an estimated accuracy of +/- 6 seconds.
 AX2304
 AX2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2304.The vertical order pertains to the NGVD 29 superseded value.
 AX2304
 AX2304.The geoid height was determined by GEOID03.
 AX2304
 AX2304;                    North         East    Units  Estimated Accuracy
 AX2304;SPC TXSC     - 4,207,940.      743,470.      MT  (+/- 180 meters Scaled)
 AX2304
 AX2304                          SUPERSEDED SURVEY CONTROL
 AX2304
 AX2304  NGVD 29 (??/??/92)  143.041  (m)          469.29   (f) ADJ UNCH    2 0
 AX2304
 AX2304.Superseded values are not recommended for survey control.
 AX2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2304.See file dsdata.txt to determine how the superseded data were derived.
 AX2304
 AX2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT434866(NAD 83)
 AX2304_MARKER: DD = SURVEY DISK
 AX2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2304_STAMPING: H 149 1924
 AX2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2304+STABILITY: SURFACE MOTION
 AX2304
 AX2304  HISTORY     - Date     Condition        Report By
 AX2304  HISTORY     - 1924     MONUMENTED       USGS
 AX2304  HISTORY     - 19930808 POOR             USPSQD
 AX2304  HISTORY     - 19990925 POOR             USPSQD
 AX2304  HISTORY     - 20060429 POOR             USPSQD
 AX2304
 AX2304                          STATION DESCRIPTION
 AX2304
 AX2304'DESCRIBED BY US GEOLOGICAL SURVEY 1924
 AX2304'2.5 MI N FROM HARWOOD.
 AX2304'IN CALDWELL COUNTY, 2.5 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE
 AX2304'PUBLIC SCHOOL AT HARWOOD, GONZALES COUNTY, AT A ROAD INTERSECTION, IN
 AX2304'THE SOUTHEAST CORNER OF THE INTERSECTION, 27 FEET EAST OF THE
 AX2304'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 27 FEET SOUTH OF THE
 AX2304'CENTERLINE OF THE EAST-AND-WEST ROAD, 8 FEET NORTHWEST OF THE
 AX2304'NORTHWEST CORNER OF A SMALL HOUSE, AND 2 FEET SOUTH OF A WHITE WOODEN
 AX2304'WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 AX2304'STAMPED H 149 1924 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX2304'0.8 FOOT ABOVE GROUND.
 AX2304
 AX2304                          STATION RECOVERY (1993)
 AX2304
 AX2304'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2304'MARK RECOVERED IN POOR CONDITION.
 AX2304
 AX2304                          STATION RECOVERY (1999)
 AX2304
 AX2304'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2304'MARK RECOVERED IN POOR CONDITION.
 AX2304
 AX2304                          STATION RECOVERY (2006)
 AX2304
 AX2304'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AX2304'SMALL HOUSE AND WITNESS POST IN DESCRIPTION NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1562 ***********************************************************************
 FL1562  DESIGNATION -  H 1490
 FL1562  PID         -  FL1562
 FL1562  STATE/COUNTY-  TX/DONLEY
 FL1562  USGS QUAD   -  ROACH RANCH (1978)
 FL1562
 FL1562                         *CURRENT SURVEY CONTROL
 FL1562  ___________________________________________________________________
 FL1562* NAD 83(1986)-  35 01 06.     (N)    100 53 24.     (W)     SCALED    
 FL1562* NAVD 88     -       815.290  (meters)    2674.83   (feet)  ADJUSTED  
 FL1562  ___________________________________________________________________
 FL1562  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 FL1562  DYNAMIC HT  -         814.360 (meters)    2671.78  (feet)  COMP
 FL1562  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 FL1562
 FL1562  VERT ORDER  -  FIRST     CLASS II
 FL1562
 FL1562.The horizontal coordinates were scaled from a topographic map and have
 FL1562.an estimated accuracy of +/- 6 seconds.
 FL1562
 FL1562.The orthometric height was determined by differential leveling
 FL1562.and adjusted by the National Geodetic Survey in June 1991..
 FL1562
 FL1562.The geoid height was determined by GEOID03.
 FL1562
 FL1562.The dynamic height is computed by dividing the NAVD 88
 FL1562.geopotential number by the normal gravity value computed on the
 FL1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1562.degrees latitude (g = 980.6199 gals.).
 FL1562
 FL1562.The modeled gravity was interpolated from observed gravity values.
 FL1562
 FL1562;                    North         East    Units  Estimated Accuracy
 FL1562;SPC TX N     - 1,113,140.      255,670.      MT  (+/- 180 meters Scaled)
 FL1562
 FL1562                          SUPERSEDED SURVEY CONTROL
 FL1562
 FL1562.No superseded survey control is available for this station.
 FL1562
 FL1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD275767(NAD 83)
 FL1562_MARKER: I = METAL ROD
 FL1562_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1562_SP_SET: STAINLESS STEEL ROD
 FL1562_STAMPING: H 1490 1984
 FL1562_MARK LOGO: NGS   
 FL1562_PROJECTION: FLUSH
 FL1562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1562_ROD/PIPE-DEPTH: 3.4  meters
 FL1562
 FL1562  HISTORY     - Date     Condition        Report By
 FL1562  HISTORY     - 1984     MONUMENTED       NGS
 FL1562
 FL1562                          STATION DESCRIPTION
 FL1562
 FL1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1562'8.1 KM (5.05 MI) NORTH FROM CLARENDON.
 FL1562'8.1 KM (5.05 MI) NORTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1562'WITH U.S. HIGHWAY 287 AT THE WEST EDGE OF CLARENDON, 0.4 KM (0.25 MI)
 FL1562'NORTH OF A PAVED ROAD LEADING WEST TO GREENBELT RESERVOIR AND PUBLIC
 FL1562'BOAT DOCKS, 134.2 M (440.3 FT) SOUTH OF A FENCE CORNER, AND 49.4 M
 FL1562'(162.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 FL1562'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1562'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FL1562'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1598 ***********************************************************************
 FL1598  DESIGNATION -  H 1491
 FL1598  PID         -  FL1598
 FL1598  STATE/COUNTY-  TX/CARSON
 FL1598  USGS QUAD   -  CONWAY (1983)
 FL1598
 FL1598                         *CURRENT SURVEY CONTROL
 FL1598  ___________________________________________________________________
 FL1598* NAD 83(1986)-  35 12 25.     (N)    101 26 07.     (W)     SCALED    
 FL1598* NAVD 88     -      1058.063  (meters)    3471.33   (feet)  ADJUSTED  
 FL1598  ___________________________________________________________________
 FL1598  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 FL1598  DYNAMIC HT  -        1056.811 (meters)    3467.22  (feet)  COMP
 FL1598  MODELED GRAV-     979,414.3   (mgal)                       NAVD 88
 FL1598
 FL1598  VERT ORDER  -  FIRST     CLASS II
 FL1598
 FL1598.The horizontal coordinates were scaled from a topographic map and have
 FL1598.an estimated accuracy of +/- 6 seconds.
 FL1598
 FL1598.The orthometric height was determined by differential leveling
 FL1598.and adjusted by the National Geodetic Survey in June 1991..
 FL1598
 FL1598.The geoid height was determined by GEOID03.
 FL1598
 FL1598.The dynamic height is computed by dividing the NAVD 88
 FL1598.geopotential number by the normal gravity value computed on the
 FL1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1598.degrees latitude (g = 980.6199 gals.).
 FL1598
 FL1598.The modeled gravity was interpolated from observed gravity values.
 FL1598
 FL1598;                    North         East    Units  Estimated Accuracy
 FL1598;SPC TX N     - 1,133,900.      205,890.      MT  (+/- 180 meters Scaled)
 FL1598
 FL1598                          SUPERSEDED SURVEY CONTROL
 FL1598
 FL1598.No superseded survey control is available for this station.
 FL1598
 FL1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD783987(NAD 83)
 FL1598_MARKER: I = METAL ROD
 FL1598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1598_SP_SET: STAINLESS STEEL ROD
 FL1598_STAMPING: H 1491 1984
 FL1598_MARK LOGO: NGS   
 FL1598_PROJECTION: FLUSH
 FL1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1598+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 FL1598_ROD/PIPE-DEPTH: 9.5  meters
 FL1598
 FL1598  HISTORY     - Date     Condition        Report By
 FL1598  HISTORY     - 1984     MONUMENTED       NGS
 FL1598  HISTORY     - 20050805 GOOD             USPSQD
 FL1598
 FL1598                          STATION DESCRIPTION
 FL1598
 FL1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1598'37.7 KM (23.4 MI) EAST FROM AMARILLO.
 FL1598'21.5 KM (13.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FL1598'JUNCTION WITH INTERSTATE HIGHWAY 27 IN AMARILLO, THENCE 16.2 KM
 FL1598'(10.05 MI) EASTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC
 FL1598'RAILROAD, 20.7 M (67.9 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING
 FL1598'SOUTH, AND 14.2 M (46.6 FT) SOUTH OF THE NEAR RAIL.  NOTE=ACCESS TO
 FL1598'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1598'THE MARK IS 0.3 METERS  N FROM  WITNESS POST AND FENCE
 FL1598'THE MARK IS 1.6 M BELOW THE TRACKS.
 FL1598
 FL1598                          STATION RECOVERY (2005)
 FL1598
 FL1598'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 FL1598'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0582 ***********************************************************************
 EO0582  DESIGNATION -  H 1492
 EO0582  PID         -  EO0582
 EO0582  STATE/COUNTY-  TX/DEAF SMITH
 EO0582  USGS QUAD   -  HEREFORD SE (1971)
 EO0582
 EO0582                         *CURRENT SURVEY CONTROL
 EO0582  ___________________________________________________________________
 EO0582* NAD 83(1986)-  34 50 10.     (N)    102 21 14.     (W)     SCALED    
 EO0582* NAVD 88     -      1155.570  (meters)    3791.23   (feet)  ADJUSTED  
 EO0582  ___________________________________________________________________
 EO0582  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 EO0582  DYNAMIC HT  -        1154.114 (meters)    3786.46  (feet)  COMP
 EO0582  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 EO0582
 EO0582  VERT ORDER  -  FIRST     CLASS II
 EO0582
 EO0582.The horizontal coordinates were scaled from a topographic map and have
 EO0582.an estimated accuracy of +/- 6 seconds.
 EO0582
 EO0582.The orthometric height was determined by differential leveling
 EO0582.and adjusted by the National Geodetic Survey in June 1991..
 EO0582
 EO0582.The geoid height was determined by GEOID03.
 EO0582
 EO0582.The dynamic height is computed by dividing the NAVD 88
 EO0582.geopotential number by the normal gravity value computed on the
 EO0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0582.degrees latitude (g = 980.6199 gals.).
 EO0582
 EO0582.The modeled gravity was interpolated from observed gravity values.
 EO0582
 EO0582;                    North         East    Units  Estimated Accuracy
 EO0582;SPC TX N     - 1,093,090.      121,900.      MT  (+/- 180 meters Scaled)
 EO0582
 EO0582                          SUPERSEDED SURVEY CONTROL
 EO0582
 EO0582.No superseded survey control is available for this station.
 EO0582
 EO0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU419580(NAD 83)
 EO0582_MARKER: I = METAL ROD
 EO0582_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0582_SP_SET: STAINLESS STEEL ROD
 EO0582_STAMPING: H 1492 1985
 EO0582_MARK LOGO: NGS   
 EO0582_PROJECTION: FLUSH
 EO0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0582_ROD/PIPE-DEPTH: 7.3  meters
 EO0582
 EO0582  HISTORY     - Date     Condition        Report By
 EO0582  HISTORY     - 1985     MONUMENTED       NGS
 EO0582
 EO0582                          STATION DESCRIPTION
 EO0582
 EO0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EO0582'3.6 KM (2.25 MI) NE FROM HEREFORD.
 EO0582'3.6 KM (2.25 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EO0582'IWTH U.S. HIGHWAY 385 IN HEREFORD, 28.4 M (93.2 FT) NORTHEAST OF THE
 EO0582'CENTERLINE OF FARM ROAD 2943, 28.1 M (92.2 FT) NORTHWEST OF THE NEAR
 EO0582'RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 23.5 M (77.1 FT)
 EO0582'SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 EO0582'HIGHWAY, AND 0.8 M (2.6 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS
 EO0582'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0582'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EO0582'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0804 ***********************************************************************
 FM0804  DESIGNATION -  H 1493
 FM0804  PID         -  FM0804
 FM0804  STATE/COUNTY-  TX/POTTER
 FM0804  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0804
 FM0804                         *CURRENT SURVEY CONTROL
 FM0804  ___________________________________________________________________
 FM0804* NAD 83(1986)-  35 16 35.     (N)    102 02 53.     (W)     SCALED    
 FM0804* NAVD 88     -      1061.896  (meters)    3483.90   (feet)  ADJUSTED  
 FM0804  ___________________________________________________________________
 FM0804  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 FM0804  DYNAMIC HT  -        1060.635 (meters)    3479.77  (feet)  COMP
 FM0804  MODELED GRAV-     979,411.1   (mgal)                       NAVD 88
 FM0804
 FM0804  VERT ORDER  -  FIRST     CLASS II
 FM0804
 FM0804.The horizontal coordinates were scaled from a topographic map and have
 FM0804.an estimated accuracy of +/- 6 seconds.
 FM0804
 FM0804.The orthometric height was determined by differential leveling
 FM0804.and adjusted by the National Geodetic Survey in June 1991..
 FM0804
 FM0804.The geoid height was determined by GEOID03.
 FM0804
 FM0804.The dynamic height is computed by dividing the NAVD 88
 FM0804.geopotential number by the normal gravity value computed on the
 FM0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0804.degrees latitude (g = 980.6199 gals.).
 FM0804
 FM0804.The modeled gravity was interpolated from observed gravity values.
 FM0804
 FM0804;                    North         East    Units  Estimated Accuracy
 FM0804;SPC TX N     - 1,141,740.      150,140.      MT  (+/- 180 meters Scaled)
 FM0804
 FM0804                          SUPERSEDED SURVEY CONTROL
 FM0804
 FM0804.No superseded survey control is available for this station.
 FM0804
 FM0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV685076(NAD 83)
 FM0804_MARKER: I = METAL ROD
 FM0804_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0804_SP_SET: STAINLESS STEEL ROD
 FM0804_STAMPING: H 1493 1985
 FM0804_MARK LOGO: NGS   
 FM0804_PROJECTION: FLUSH
 FM0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0804_ROD/PIPE-DEPTH: 6.4  meters
 FM0804
 FM0804  HISTORY     - Date     Condition        Report By
 FM0804  HISTORY     - 1985     MONUMENTED       NGS
 FM0804
 FM0804                          STATION DESCRIPTION
 FM0804
 FM0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0804'16.2 KM (10.05 MI) NW FROM AMARILLO.
 FM0804'16.2 KM (10.05 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0804'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 26.1 M (85.6 FT) WEST OF A
 FM0804'FENCE CORNER, 25.6 M (84.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 FM0804'ROAD, AND 17.6 M (57.7 FT) SOUTH OF THE CENTERLINE OF RANCH ROAD 2381.
 FM0804'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0804'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 FM0804'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1561 ***********************************************************************
 FL1561  DESIGNATION -  H 1494
 FL1561  PID         -  FL1561
 FL1561  STATE/COUNTY-  TX/POTTER
 FL1561  USGS QUAD   -  CLIFFSIDE (1973)
 FL1561
 FL1561                         *CURRENT SURVEY CONTROL
 FL1561  ___________________________________________________________________
 FL1561* NAD 83(1986)-  35 16 00.     (N)    101 59 32.     (W)     SCALED    
 FL1561* NAVD 88     -      1091.070  (meters)    3579.62   (feet)  ADJUSTED  
 FL1561  ___________________________________________________________________
 FL1561  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 FL1561  DYNAMIC HT  -        1089.772 (meters)    3575.36  (feet)  COMP
 FL1561  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 FL1561
 FL1561  VERT ORDER  -  FIRST     CLASS II
 FL1561
 FL1561.The horizontal coordinates were scaled from a topographic map and have
 FL1561.an estimated accuracy of +/- 6 seconds.
 FL1561
 FL1561.The orthometric height was determined by differential leveling
 FL1561.and adjusted by the National Geodetic Survey in June 1991..
 FL1561
 FL1561.The geoid height was determined by GEOID03.
 FL1561
 FL1561.The dynamic height is computed by dividing the NAVD 88
 FL1561.geopotential number by the normal gravity value computed on the
 FL1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1561.degrees latitude (g = 980.6199 gals.).
 FL1561
 FL1561.The modeled gravity was interpolated from observed gravity values.
 FL1561
 FL1561;                    North         East    Units  Estimated Accuracy
 FL1561;SPC TX N     - 1,140,630.      155,220.      MT  (+/- 180 meters Scaled)
 FL1561
 FL1561                          SUPERSEDED SURVEY CONTROL
 FL1561
 FL1561.No superseded survey control is available for this station.
 FL1561
 FL1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE278067(NAD 83)
 FL1561_MARKER: I = METAL ROD
 FL1561_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FL1561+WITH SETTING: INFORMATION.
 FL1561_SP_SET: SHALLOW-SET METAL ROD
 FL1561_STAMPING: H 1494 1985
 FL1561_MARK LOGO: NGS   
 FL1561_PROJECTION: FLUSH
 FL1561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1561_ROD/PIPE-DEPTH: 2.1  meters
 FL1561
 FL1561  HISTORY     - Date     Condition        Report By
 FL1561  HISTORY     - 1985     MONUMENTED       NGS
 FL1561
 FL1561                          STATION DESCRIPTION
 FL1561
 FL1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FL1561'10.9 KM (6.8 MI) NW FROM AMARILLO.
 FL1561'10.9 KM (6.8 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION
 FL1561'WITH U.S. HIGHWAY 66 IN AMARILLO, 0.6 KM (0.35 MI) WEST OF THE
 FL1561'INTERSECTION OF RANCH VIEW DRIVE, 18.4 M (60.4 FT) NORTHWEST OF THE
 FL1561'NORTH END OF A 24-INCH CULVERT, 18.1 M (59.4 FT) NORTH OF THE
 FL1561'CENTERLINE OF THE ROAD, AND 15.3 M (50.2 FT) WEST OF A T-FENCE CORNER.
 FL1561'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FL1561'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 FL1561'THE MARK IS 1.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1284 ***********************************************************************
 GL1284  DESIGNATION -  H 1495
 GL1284  PID         -  GL1284
 GL1284  STATE/COUNTY-  TX/DALLAM
 GL1284  USGS QUAD   -  DALHART WEST (1973)
 GL1284
 GL1284                         *CURRENT SURVEY CONTROL
 GL1284  ___________________________________________________________________
 GL1284* NAD 83(1986)-  36 03 59.     (N)    102 31 20.     (W)     SCALED    
 GL1284* NAVD 88     -      1215.269  (meters)    3987.09   (feet)  ADJUSTED  
 GL1284  ___________________________________________________________________
 GL1284  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 GL1284  DYNAMIC HT  -        1213.858 (meters)    3982.47  (feet)  COMP
 GL1284  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 GL1284
 GL1284  VERT ORDER  -  FIRST     CLASS II
 GL1284
 GL1284.The horizontal coordinates were scaled from a topographic map and have
 GL1284.an estimated accuracy of +/- 6 seconds.
 GL1284
 GL1284.The orthometric height was determined by differential leveling
 GL1284.and adjusted by the National Geodetic Survey in June 1991..
 GL1284
 GL1284.The geoid height was determined by GEOID03.
 GL1284
 GL1284.The dynamic height is computed by dividing the NAVD 88
 GL1284.geopotential number by the normal gravity value computed on the
 GL1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1284.degrees latitude (g = 980.6199 gals.).
 GL1284
 GL1284.The modeled gravity was interpolated from observed gravity values.
 GL1284
 GL1284;                    North         East    Units  Estimated Accuracy
 GL1284;SPC TX N     - 1,229,720.      107,910.      MT  (+/- 180 meters Scaled)
 GL1284
 GL1284                          SUPERSEDED SURVEY CONTROL
 GL1284
 GL1284.No superseded survey control is available for this station.
 GL1284
 GL1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV231941(NAD 83)
 GL1284_MARKER: DB = BENCH MARK DISK
 GL1284_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GL1284_SP_SET: BRIDGE ABUTMENT
 GL1284_STAMPING: H 1495 1985
 GL1284_MARK LOGO: NGS   
 GL1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1284+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL1284
 GL1284  HISTORY     - Date     Condition        Report By
 GL1284  HISTORY     - 1985     MONUMENTED       NGS
 GL1284  HISTORY     - 20040805 GOOD             USPSQD
 GL1284
 GL1284                          STATION DESCRIPTION
 GL1284
 GL1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1284'IN DALHART.
 GL1284'IN DALHART, IN THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 GL1284'THE COTTON BELT RAILROAD OVERPASS OF U.S. HIGHWAY 385, 15.2 M (49.9
 GL1284'FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 GL1284'HIGHWAY, AND 2.1 M (6.9 FT) NORTHWEST OF THE NEAR RAIL.
 GL1284'THE MARK IS 0.3 M BELOW THE TRACKS.
 GL1284
 GL1284                          STATION RECOVERY (2004)
 GL1284
 GL1284'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1284'FOUND WITNESS POST. MARK IS BELOW THE GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2546 ***********************************************************************
 CS2546  DESIGNATION -  H 1496
 CS2546  PID         -  CS2546
 CS2546  STATE/COUNTY-  TX/DALLAS
 CS2546  USGS QUAD   -  DUNCANVILLE (1981)
 CS2546
 CS2546                         *CURRENT SURVEY CONTROL
 CS2546  ___________________________________________________________________
 CS2546* NAD 83(1986)-  32 44 59.     (N)    096 55 06.     (W)     SCALED    
 CS2546* NAVD 88     -       136.804  (meters)     448.83   (feet)  ADJUSTED  
 CS2546  ___________________________________________________________________
 CS2546  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CS2546  DYNAMIC HT  -         136.647 (meters)     448.32  (feet)  COMP
 CS2546  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CS2546
 CS2546  VERT ORDER  -  FIRST     CLASS II
 CS2546
 CS2546.The horizontal coordinates were scaled from a topographic map and have
 CS2546.an estimated accuracy of +/- 6 seconds.
 CS2546
 CS2546.The orthometric height was determined by differential leveling
 CS2546.and adjusted by the National Geodetic Survey in June 1991..
 CS2546
 CS2546.The geoid height was determined by GEOID03.
 CS2546
 CS2546.The dynamic height is computed by dividing the NAVD 88
 CS2546.geopotential number by the normal gravity value computed on the
 CS2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2546.degrees latitude (g = 980.6199 gals.).
 CS2546
 CS2546.The modeled gravity was interpolated from observed gravity values.
 CS2546
 CS2546;                    North         East    Units  Estimated Accuracy
 CS2546;SPC TXNC     - 2,121,220.      748,210.      MT  (+/- 180 meters Scaled)
 CS2546
 CS2546                          SUPERSEDED SURVEY CONTROL
 CS2546
 CS2546.No superseded survey control is available for this station.
 CS2546
 CS2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB950254(NAD 83)
 CS2546_MARKER: DB = BENCH MARK DISK
 CS2546_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2546_SP_SET: PIER
 CS2546_STAMPING: H 1496 1986
 CS2546_MARK LOGO: NGS   
 CS2546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2546+STABILITY: POSITION/ELEVATION WELL
 CS2546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2546+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 CS2546
 CS2546  HISTORY     - Date     Condition        Report By
 CS2546  HISTORY     - 1986     MONUMENTED       NGS
 CS2546  HISTORY     - 20030414 GOOD             TX1730
 CS2546
 CS2546                          STATION DESCRIPTION
 CS2546
 CS2546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2546'IN DALLAS.
 CS2546'IN DALLAS, AT THE INTERSECTION OF U.S. HIGHWAY 80 (DAVIS STREET) AND
 CS2546'LOOP 12, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1 OF 4
 CS2546'COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE WEST BOUND
 CS2546'HIGHWAY OVERPASS OF THE LOOP, 27.8 M (91.2 FT) EAST OF THE CENTER OF
 CS2546'THE NORTH BOUND LANES OF THE LOOP, AND 5.1 M (16.7 FT) NORTH OF THE
 CS2546'CENTER OF THE WEST BOUND LANES OF THE HIGHWAY.
 CS2546'THE MARK IS 1.6 M ABOVE THE LOOP.
 CS2546
 CS2546                          STATION RECOVERY (2003)
 CS2546
 CS2546'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS2546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0997 ***********************************************************************
 DN0997  DESIGNATION -  H 1497
 DN0997  PID         -  DN0997
 DN0997  STATE/COUNTY-  TX/FANNIN
 DN0997  USGS QUAD   -  TRENTON (1964)
 DN0997
 DN0997                         *CURRENT SURVEY CONTROL
 DN0997  ___________________________________________________________________
 DN0997* NAD 83(1986)-  33 25 50.     (N)    096 19 54.     (W)     SCALED    
 DN0997* NAVD 88     -       232.263  (meters)     762.02   (feet)  ADJUSTED  
 DN0997  ___________________________________________________________________
 DN0997  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 DN0997  DYNAMIC HT  -         232.014 (meters)     761.20  (feet)  COMP
 DN0997  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 DN0997
 DN0997  VERT ORDER  -  FIRST     CLASS II
 DN0997
 DN0997.The horizontal coordinates were scaled from a topographic map and have
 DN0997.an estimated accuracy of +/- 6 seconds.
 DN0997
 DN0997.The orthometric height was determined by differential leveling
 DN0997.and adjusted by the National Geodetic Survey in June 1991..
 DN0997
 DN0997.The geoid height was determined by GEOID03.
 DN0997
 DN0997.The dynamic height is computed by dividing the NAVD 88
 DN0997.geopotential number by the normal gravity value computed on the
 DN0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0997.degrees latitude (g = 980.6199 gals.).
 DN0997
 DN0997.The modeled gravity was interpolated from observed gravity values.
 DN0997
 DN0997;                    North         East    Units  Estimated Accuracy
 DN0997;SPC TXNC     - 2,197,680.      801,610.      MT  (+/- 180 meters Scaled)
 DN0997
 DN0997                          SUPERSEDED SURVEY CONTROL
 DN0997
 DN0997.No superseded survey control is available for this station.
 DN0997
 DN0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC480022(NAD 83)
 DN0997_MARKER: I = METAL ROD
 DN0997_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0997+WITH SETTING: INFORMATION.
 DN0997_SP_SET: SHALLOW-SET METAL ROD
 DN0997_STAMPING: H 1497 1986
 DN0997_MARK LOGO: NGS   
 DN0997_PROJECTION: FLUSH
 DN0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0997_ROD/PIPE-DEPTH: 1.1  meters
 DN0997
 DN0997  HISTORY     - Date     Condition        Report By
 DN0997  HISTORY     - 1986     MONUMENTED       NGS
 DN0997  HISTORY     - 19940405 GOOD             USPSQD
 DN0997  HISTORY     - 20021015 MARK NOT FOUND   INDIV
 DN0997
 DN0997                          STATION DESCRIPTION
 DN0997
 DN0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0997'42.3 KM (26.3 MI) NW FROM GREENVILLE.
 DN0997'42.3 KM (26.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE
 DN0997'COURTHOUSE IN GREENVILLE, OR 44.0 KM (27.35 MI) SOUTHEASTERLY ALONG
 DN0997'U.S. HIGHWAY 69 FROM ITS JUNCTION WITH FARM ROAD 120 IN DENISON, 0.9
 DN0997'KM (0.55 MI) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 121, 18.1 M
 DN0997'(59.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 9.7 M (30.2
 DN0997'FT) NORTHWEST OF THE CENTER OF A GATE AND FIELD ENTRANCE.
 DN0997'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0997'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DN0997'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DN0997
 DN0997                          STATION RECOVERY (1994)
 DN0997
 DN0997'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0997'RECOVERED IN GOOD CONDITION.
 DN0997
 DN0997                          STATION RECOVERY (2002)
 DN0997
 DN0997'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0997'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2506 ***********************************************************************
 CS2506  DESIGNATION -  H 1498
 CS2506  PID         -  CS2506
 CS2506  STATE/COUNTY-  TX/ROCKWALL
 CS2506  USGS QUAD   -  ROCKWALL (1973)
 CS2506
 CS2506                         *CURRENT SURVEY CONTROL
 CS2506  ___________________________________________________________________
 CS2506* NAD 83(1986)-  32 56 21.     (N)    096 23 10.     (W)     SCALED    
 CS2506* NAVD 88     -       180.790  (meters)     593.14   (feet)  ADJUSTED  
 CS2506  ___________________________________________________________________
 CS2506  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CS2506  DYNAMIC HT  -         180.593 (meters)     592.50  (feet)  COMP
 CS2506  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 CS2506
 CS2506  VERT ORDER  -  FIRST     CLASS II
 CS2506
 CS2506.The horizontal coordinates were scaled from a topographic map and have
 CS2506.an estimated accuracy of +/- 6 seconds.
 CS2506
 CS2506.The orthometric height was determined by differential leveling
 CS2506.and adjusted by the National Geodetic Survey in June 1991..
 CS2506
 CS2506.The geoid height was determined by GEOID03.
 CS2506
 CS2506.The dynamic height is computed by dividing the NAVD 88
 CS2506.geopotential number by the normal gravity value computed on the
 CS2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2506.degrees latitude (g = 980.6199 gals.).
 CS2506
 CS2506.The modeled gravity was interpolated from observed gravity values.
 CS2506
 CS2506;                    North         East    Units  Estimated Accuracy
 CS2506;SPC TXNC     - 2,143,100.      797,650.      MT  (+/- 180 meters Scaled)
 CS2506
 CS2506                          SUPERSEDED SURVEY CONTROL
 CS2506
 CS2506.No superseded survey control is available for this station.
 CS2506
 CS2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB443475(NAD 83)
 CS2506_MARKER: I = METAL ROD
 CS2506_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2506_SP_SET: STAINLESS STEEL ROD
 CS2506_STAMPING: H 1498 1986
 CS2506_MARK LOGO: NGS   
 CS2506_PROJECTION: FLUSH
 CS2506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2506_ROD/PIPE-DEPTH: 6.4  meters
 CS2506
 CS2506  HISTORY     - Date     Condition        Report By
 CS2506  HISTORY     - 1986     MONUMENTED       NGS
 CS2506  HISTORY     - 20030920 POOR             INDIV
 CS2506  HISTORY     - 20051031 POOR             BOHAN
 CS2506
 CS2506                          STATION DESCRIPTION
 CS2506
 CS2506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2506'7.4 KM (4.6 MI) NE FROM ROCKWALL.
 CS2506'7.4 KM (4.6 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION
 CS2506'WITH STATE HIGHWAY 205 IN ROCKWALL, 35.7 M (117.1 FT) NORTHEAST OF THE
 CS2506'CENTER OF A GRAVELED ROAD LEADING SOUTHEAST, 15.6 M (51.2 FT)
 CS2506'SOUTHEAST OF THE CENTERLINE OF THE HIGHWWAY, AND 12.7 M (41.7 FT)
 CS2506'NORTHWEST OF THE NEAR RAIL OF THE MISSOURI KANSAS TEXAS RAILROAD.
 CS2506'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2506'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 CS2506'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CS2506
 CS2506                          STATION RECOVERY (2003)
 CS2506
 CS2506'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GOE)
 CS2506'LOGO CAP IS MISSING AND ROD IS BENT AND LOOSE.
 CS2506
 CS2506                          STATION RECOVERY (2005)
 CS2506
 CS2506'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS2506'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2567 ***********************************************************************
 CS2567  DESIGNATION -  H 1499
 CS2567  PID         -  CS2567
 CS2567  STATE/COUNTY-  TX/TARRANT
 CS2567  USGS QUAD   -  FORT WORTH (1981)
 CS2567
 CS2567                         *CURRENT SURVEY CONTROL
 CS2567  ___________________________________________________________________
 CS2567* NAD 83(1986)-  32 44 01.     (N)    097 16 16.     (W)     SCALED    
 CS2567* NAVD 88     -       191.877  (meters)     629.52   (feet)  ADJUSTED  
 CS2567  ___________________________________________________________________
 CS2567  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS2567  DYNAMIC HT  -         191.653 (meters)     628.78  (feet)  COMP
 CS2567  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 CS2567
 CS2567  VERT ORDER  -  FIRST     CLASS II
 CS2567
 CS2567.The horizontal coordinates were scaled from a topographic map and have
 CS2567.an estimated accuracy of +/- 6 seconds.
 CS2567
 CS2567.The orthometric height was determined by differential leveling
 CS2567.and adjusted by the National Geodetic Survey in June 1991..
 CS2567
 CS2567.The geoid height was determined by GEOID03.
 CS2567
 CS2567.The dynamic height is computed by dividing the NAVD 88
 CS2567.geopotential number by the normal gravity value computed on the
 CS2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2567.degrees latitude (g = 980.6199 gals.).
 CS2567
 CS2567.The modeled gravity was interpolated from observed gravity values.
 CS2567
 CS2567;                    North         East    Units  Estimated Accuracy
 CS2567;SPC TXNC     - 2,118,990.      715,170.      MT  (+/- 180 meters Scaled)
 CS2567
 CS2567                          SUPERSEDED SURVEY CONTROL
 CS2567
 CS2567.No superseded survey control is available for this station.
 CS2567
 CS2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB619230(NAD 83)
 CS2567_MARKER: DB = BENCH MARK DISK
 CS2567_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CS2567_SP_SET: HIGHLINE TOWER FOUNDATION
 CS2567_STAMPING: H 1499 1986
 CS2567_MARK LOGO: NGS   
 CS2567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2567+STABILITY: POSITION/ELEVATION WELL
 CS2567
 CS2567  HISTORY     - Date     Condition        Report By
 CS2567  HISTORY     - 1986     MONUMENTED       NGS
 CS2567  HISTORY     - 19970301 GOOD             USPSQD
 CS2567  HISTORY     - 20021210 GOOD             GEOCAC
 CS2567
 CS2567                          STATION DESCRIPTION
 CS2567
 CS2567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2567'IN FORT WORTH.
 CS2567'IN FORT WORTH, AT THE INTERSECTION OF AYRES AVENUE AND THE MISSOURI
 CS2567'PACIFIC RAILROAD, IN THE EAST END OF THE CONCRETE FOUNDATION OF A
 CS2567'HIGHLINE TOWER, 37.5 M (123.0 FT) WEST OF THE CENTER OF THE AVENUE,
 CS2567'8.8 M (28.9 FT) SOUTH OF THE NEAR RAIL, AND 0.3 M (1.0 FT) WEST OF THE
 CS2567'EAST END OF THE FOUNDATION.
 CS2567'THE MARK IS 0.3 M ABOVE THE TRACKS.
 CS2567
 CS2567                          STATION RECOVERY (1997)
 CS2567
 CS2567'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2567'RECOVERED IN GOOD CONDITION.
 CS2567
 CS2567                          STATION RECOVERY (2002)
 CS2567
 CS2567'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0059 ***********************************************************************
 CC0059  DESIGNATION -  H 15
 CC0059  PID         -  CC0059
 CC0059  STATE/COUNTY-  TX/ECTOR
 CC0059  USGS QUAD   -  ODESSA SW (1981)
 CC0059
 CC0059                         *CURRENT SURVEY CONTROL
 CC0059  ___________________________________________________________________
 CC0059* NAD 83(1986)-  31 48 32.     (N)    102 26 07.     (W)     SCALED    
 CC0059* NAVD 88     -       897.568  (meters)    2944.77   (feet)  ADJUSTED  
 CC0059  ___________________________________________________________________
 CC0059  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CC0059  DYNAMIC HT  -         896.300 (meters)    2940.61  (feet)  COMP
 CC0059  MODELED GRAV-     979,196.4   (mgal)                       NAVD 88
 CC0059
 CC0059  VERT ORDER  -  FIRST     CLASS II
 CC0059
 CC0059.The horizontal coordinates were scaled from a topographic map and have
 CC0059.an estimated accuracy of +/- 6 seconds.
 CC0059
 CC0059.The orthometric height was determined by differential leveling
 CC0059.and adjusted by the National Geodetic Survey in June 1991..
 CC0059
 CC0059.The geoid height was determined by GEOID03.
 CC0059
 CC0059.The dynamic height is computed by dividing the NAVD 88
 CC0059.geopotential number by the normal gravity value computed on the
 CC0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0059.degrees latitude (g = 980.6199 gals.).
 CC0059
 CC0059.The modeled gravity was interpolated from observed gravity values.
 CC0059
 CC0059;                    North         East    Units  Estimated Accuracy
 CC0059;SPC TX C     - 3,239,370.      500,990.      MT  (+/- 180 meters Scaled)
 CC0059
 CC0059                          SUPERSEDED SURVEY CONTROL
 CC0059
 CC0059  NGVD 29 (??/??/92)  897.181  (m)         2943.50   (f) ADJ UNCH    1 2
 CC0059
 CC0059.Superseded values are not recommended for survey control.
 CC0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0059.See file dsdata.txt to determine how the superseded data were derived.
 CC0059
 CC0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR427221(NAD 83)
 CC0059_MARKER: P = PIPE CAP
 CC0059_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0059_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0059_STAMPING: H 15 ELEV 2943.652 FT
 CC0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0059
 CC0059  HISTORY     - Date     Condition        Report By
 CC0059  HISTORY     - UNK      MONUMENTED       CGS
 CC0059  HISTORY     - 1956     GOOD             NGS
 CC0059  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0059
 CC0059                          STATION DESCRIPTION
 CC0059
 CC0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0059'4.6 MI SW FROM ODESSA.
 CC0059'4.6 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0059'STATION AT ODESSA, 36.5 FEET NORTHEAST OF THE 4TH POLE SOUTHWEST OF
 CC0059'MILEPOST 578, 42.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 35 FEET
 CC0059'NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 1.5 FEET SOUTHWEST OF
 CC0059'A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CC0059'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CC0059
 CC0059                          STATION RECOVERY (1982)
 CC0059
 CC0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0322 ***********************************************************************
 CT0322  DESIGNATION -  H 15
 CT0322  PID         -  CT0322
 CT0322  STATE/COUNTY-  TX/SHACKELFORD
 CT0322  USGS QUAD   -  ALBANY (1965)
 CT0322
 CT0322                         *CURRENT SURVEY CONTROL
 CT0322  ___________________________________________________________________
 CT0322* NAD 83(1986)-  32 43 22.     (N)    099 17 45.     (W)     SCALED    
 CT0322* NAVD 88     -       430.353  (meters)    1411.92   (feet)  ADJUSTED  
 CT0322  ___________________________________________________________________
 CT0322  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0322  DYNAMIC HT  -         429.807 (meters)    1410.13  (feet)  COMP
 CT0322  MODELED GRAV-     979,358.3   (mgal)                       NAVD 88
 CT0322
 CT0322  VERT ORDER  -  SECOND    CLASS 0
 CT0322
 CT0322.The horizontal coordinates were scaled from a topographic map and have
 CT0322.an estimated accuracy of +/- 6 seconds.
 CT0322
 CT0322.The orthometric height was determined by differential leveling
 CT0322.and adjusted by the National Geodetic Survey in June 1991..
 CT0322
 CT0322.The geoid height was determined by GEOID03.
 CT0322
 CT0322.The dynamic height is computed by dividing the NAVD 88
 CT0322.geopotential number by the normal gravity value computed on the
 CT0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0322.degrees latitude (g = 980.6199 gals.).
 CT0322
 CT0322.The modeled gravity was interpolated from observed gravity values.
 CT0322
 CT0322;                    North         East    Units  Estimated Accuracy
 CT0322;SPC TXNC     - 2,117,400.      525,400.      MT  (+/- 180 meters Scaled)
 CT0322
 CT0322                          SUPERSEDED SURVEY CONTROL
 CT0322
 CT0322  NGVD 29 (??/??/92)  430.227  (m)         1411.50   (f) ADJ UNCH    2 0
 CT0322
 CT0322.Superseded values are not recommended for survey control.
 CT0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0322.See file dsdata.txt to determine how the superseded data were derived.
 CT0322
 CT0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB722205(NAD 83)
 CT0322_MARKER: DD = SURVEY DISK
 CT0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0322_SP_SET: STEP
 CT0322_STAMPING: H 15 1923
 CT0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0322
 CT0322  HISTORY     - Date     Condition        Report By
 CT0322  HISTORY     - 1923     MONUMENTED       USGS
 CT0322  HISTORY     - 1961     GOOD             NGS
 CT0322
 CT0322                          STATION DESCRIPTION
 CT0322
 CT0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0322'IN ALBANY.
 CT0322'AT ALBANY, AT THE COURTHOUSE, AT THE WEST ENTRANCE OF THE COURTHOUSE,
 CT0322'SET IN TOP OF THE SOUTHWEST END OF THE FIRST CONCRETE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0165 ***********************************************************************
 AH0165  DESIGNATION -  H 15
 AH0165  PID         -  AH0165
 AH0165  STATE/COUNTY-  TX/SAN PATRICIO
 AH0165  USGS QUAD   -  ARANSAS PASS (1975)
 AH0165
 AH0165                         *CURRENT SURVEY CONTROL
 AH0165  ___________________________________________________________________
 AH0165* NAD 83(1986)-  27 54 17.     (N)    097 08 29.     (W)     SCALED    
 AH0165* NAVD 88     -         1.431  (meters)       4.69   (feet)  ADJUSTED  
 AH0165  ___________________________________________________________________
 AH0165  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH0165  DYNAMIC HT  -           1.429 (meters)       4.69  (feet)  COMP
 AH0165  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 AH0165
 AH0165  VERT ORDER  -  FIRST     CLASS I
 AH0165
 AH0165.The horizontal coordinates were scaled from a topographic map and have
 AH0165.an estimated accuracy of +/- 6 seconds.
 AH0165
 AH0165.The orthometric height was determined by differential leveling
 AH0165.and adjusted by the National Geodetic Survey in June 1991..
 AH0165.WARNING-Repeat measurements at this control monument indicate possible
 AH0165.vertical movement.
 AH0165
 AH0165.The geoid height was determined by GEOID03.
 AH0165
 AH0165.The dynamic height is computed by dividing the NAVD 88
 AH0165.geopotential number by the normal gravity value computed on the
 AH0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0165.degrees latitude (g = 980.6199 gals.).
 AH0165
 AH0165.The modeled gravity was interpolated from observed gravity values.
 AH0165
 AH0165;                    North         East    Units  Estimated Accuracy
 AH0165;SPC TX S     - 5,248,690.      433,750.      MT  (+/- 180 meters Scaled)
 AH0165
 AH0165                          SUPERSEDED SURVEY CONTROL
 AH0165
 AH0165.No superseded survey control is available for this station.
 AH0165
 AH0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR829880(NAD 83)
 AH0165_MARKER: DB = BENCH MARK DISK
 AH0165_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH0165+WITH SETTING: PAVEMENT
 AH0165_SP_SET: WATER TANK BASE
 AH0165_STAMPING: H 15 TEXAS 1923
 AH0165_MARK LOGO: USGS  
 AH0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0165+STABILITY: SURFACE MOTION
 AH0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0165+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 AH0165
 AH0165  HISTORY     - Date     Condition        Report By
 AH0165  HISTORY     - 1923     MONUMENTED       USGS
 AH0165  HISTORY     - 1959     GOOD             NGS
 AH0165  HISTORY     - 1978     GOOD             NGS
 AH0165  HISTORY     - 1989     GOOD             USPSQD
 AH0165  HISTORY     - 1989     GOOD             USPSQD
 AH0165  HISTORY     - 1989     GOOD             USPSQD
 AH0165  HISTORY     - 1989     GOOD             USPSQD
 AH0165  HISTORY     - 19950610 GOOD             USPSQD
 AH0165  HISTORY     - 19970210 GOOD             NGS
 AH0165  HISTORY     - 20040315 MARK NOT FOUND   USPSQD
 AH0165
 AH0165                          STATION DESCRIPTION
 AH0165
 AH0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0165'0.15 MI NE FROM ARANSAS PASS.
 AH0165'ABOUT 0.15 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AH0165'FROM THE STATION AT ARANSAS PASS, 109 FEET SOUTHEAST OF THE SOUTHEAST
 AH0165'RAIL OF THE MAIN TRACK, 77 FEET SOUTH OF THE CENTER LINE OF A SHELL
 AH0165'ROAD LEADING EAST, IN THE TOP OF THE NORTHWEST CORNER OF THE NORTHWEST
 AH0165'CONCRETE BASE OF AN ABANDONED WATER TOWER, 10 FEET SOUTH OF A POWER
 AH0165'POLE, 14 FEET SOUTH OF A FIRE HYDRANT, ABOUT LEVEL WITH THE TRACKS AND
 AH0165'STREET.
 AH0165
 AH0165                          STATION RECOVERY (1978)
 AH0165
 AH0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0165'0.15 MILE SOUTHEAST OF THE JUNCTION OF COMMERCIAL STREET AND WHEELER
 AH0165'AVENUE, 109 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF MAIN TRACKS,
 AH0165'77 FEET SOUTH OF THE CENTERLINE OF WHEELER AVENUE, AND SET IN THE
 AH0165'TOP OF THE NORTHWEST CORNER OF THE NORTHWEST CONCRETE BASE OF AN
 AH0165'ABANDONED WATER TOWER AND 87 FEET NORTHWEST OF THE NORTHWEST CORNER
 AH0165'OF A CONCRETE BLOCK WELDING SHOP.
 AH0165
 AH0165                          STATION RECOVERY (1989)
 AH0165
 AH0165'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AH0165'RECOVERED IN GOOD CONDITION.
 AH0165
 AH0165                          STATION RECOVERY (1989)
 AH0165
 AH0165'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AH0165'RECOVERED IN GOOD CONDITION.
 AH0165
 AH0165                          STATION RECOVERY (1989)
 AH0165
 AH0165'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AH0165'RECOVERED IN GOOD CONDITION.
 AH0165
 AH0165                          STATION RECOVERY (1989)
 AH0165
 AH0165'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AH0165'RECOVERED IN GOOD CONDITION.
 AH0165
 AH0165                          STATION RECOVERY (1995)
 AH0165
 AH0165'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0165'RECOVERED IN GOOD CONDITION.
 AH0165
 AH0165                          STATION RECOVERY (1997)
 AH0165
 AH0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0165'IN ARANSAS PASS, AT THE INTERSECTION OF HEELER AVENUE AND RAILROAD
 AH0165'STREET, NEAR THE NORTHEAST CORNER OF THE MOST NORTHEAST OF 4 CONCRETE
 AH0165'FOOTING FOR A WATER TANK (TANK REMOVED) , 67.0 M (219.8 FT) NORTHWEST
 AH0165'OF THE STREET CENTER, 25.9 M (85.0 FT) NORTHWEST OF THE NORTH CORNER
 AH0165'OF AN OFFICE BUILDING, 21.8 M (71.5 FT) SOUTHWEST OF THE AVENUE
 AH0165'CENTER, 9.4 M (30.8 FT) SOUTHEAST OF A CHAIN-LINK FENCE, 7.5 M (24.6
 AH0165'FT) WEST-SOUTHWEST OF THE CENTER OF A GATE, 3.6 M (11.8 FT) NORTHWEST
 AH0165'OF THE CENTER OF A DRIVEWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AH0165'AVENUE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY J.P.  GALVAN
 AH0165'CONSTRUCTION COMPANY, 112 RAILROAD STREET, P.O.  BOX 0155, ARANSAS
 AH0165'PASS, TX 78335, TELEPHONE NUMBER (512) 758-1123.
 AH0165
 AH0165                          STATION RECOVERY (2004)
 AH0165
 AH0165'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0663 ***********************************************************************
 BZ0663  DESIGNATION -  H 150
 BZ0663  PID         -  BZ0663
 BZ0663  STATE/COUNTY-  TX/NAVARRO
 BZ0663  USGS QUAD   -  PURDON (1978)
 BZ0663
 BZ0663                         *CURRENT SURVEY CONTROL
 BZ0663  ___________________________________________________________________
 BZ0663* NAD 83(1986)-  31 57 14.     (N)    096 36 15.     (W)     SCALED    
 BZ0663* NAVD 88     -       117.785  (meters)     386.43   (feet)  ADJUSTED  
 BZ0663  ___________________________________________________________________
 BZ0663  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 BZ0663  DYNAMIC HT  -         117.647 (meters)     385.98  (feet)  COMP
 BZ0663  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 BZ0663
 BZ0663  VERT ORDER  -  SECOND    CLASS 0
 BZ0663
 BZ0663.The horizontal coordinates were scaled from a topographic map and have
 BZ0663.an estimated accuracy of +/- 6 seconds.
 BZ0663
 BZ0663.The orthometric height was determined by differential leveling
 BZ0663.and adjusted by the National Geodetic Survey in June 1991..
 BZ0663.WARNING-Repeat measurements at this control monument indicate possible
 BZ0663.vertical movement.
 BZ0663
 BZ0663.The geoid height was determined by GEOID03.
 BZ0663
 BZ0663.The dynamic height is computed by dividing the NAVD 88
 BZ0663.geopotential number by the normal gravity value computed on the
 BZ0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0663.degrees latitude (g = 980.6199 gals.).
 BZ0663
 BZ0663.The modeled gravity was interpolated from observed gravity values.
 BZ0663
 BZ0663;                    North         East    Units  Estimated Accuracy
 BZ0663;SPC TXNC     - 2,033,470.      779,230.      MT  (+/- 180 meters Scaled)
 BZ0663
 BZ0663                          SUPERSEDED SURVEY CONTROL
 BZ0663
 BZ0663  NGVD 29 (??/??/92)  117.770  (m)          386.38   (f) ADJ UNCH    2 0
 BZ0663
 BZ0663.Superseded values are not recommended for survey control.
 BZ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0663.See file dsdata.txt to determine how the superseded data were derived.
 BZ0663
 BZ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA264378(NAD 83)
 BZ0663_MARKER: DB = BENCH MARK DISK
 BZ0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0663_STAMPING: H 150 1933 386.102
 BZ0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0663+STABILITY: SURFACE MOTION
 BZ0663
 BZ0663  HISTORY     - Date     Condition        Report By
 BZ0663  HISTORY     - 1933     MONUMENTED       CGS
 BZ0663  HISTORY     - 1947     GOOD             NGS
 BZ0663
 BZ0663                          STATION DESCRIPTION
 BZ0663
 BZ0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0663'0.7 MI NE FROM PURDON.
 BZ0663'0.7 MILE NORTHEAST ALONG THE TRACK FROM THE ST. LOUIS SOUTHWESTERN
 BZ0663'RAILWAY STATION AT PURDON, AT A DIRT ROAD CROSSING, 44.0 FEET
 BZ0663'NORTHWEST OF THE NORTHWEST RAIL, 22.0 FEET NORTHEAST OF THE CENTER OF
 BZ0663'A DIRT ROAD, 19.0 FEET WEST OF THE SECOND TELEPHONE POLE SOUTHWEST OF
 BZ0663'POLE NO. 634/5, 1.5 FOOT NORTHEAST OF A REFERENCE POST, SET IN A
 BZ0663'CONCRETE POST ABOUT THE SAME ELEVATION AS THE TRACK AND PROJECTING 0.6
 BZ0663'FOOT.  NOTE-- IN THE ORIGINAL DESCRIPTION IT IS STATED THAT THIS BENCH
 BZ0663'MARK IS STAMPED H 150 1933 388.102 BUT IN CHECKING THE STAMPING IT WAS
 BZ0663'FOUND THAT THIS BENCH MARK IS STAMPED H 150 1933 386.102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5515 ***********************************************************************
 AW5515  DESIGNATION -  H 1500
 AW5515  PID         -  AW5515
 AW5515  STATE/COUNTY-  TX/HARRIS
 AW5515  USGS QUAD   -  SATSUMA (1982)
 AW5515
 AW5515                         *CURRENT SURVEY CONTROL
 AW5515  ___________________________________________________________________
 AW5515* NAD 83(1986)-  29 56 06.     (N)    095 34 51.     (W)     SCALED    
 AW5515* NAVD 88     -        38.240  (meters)     125.46   (feet)  ADJUSTED  
 AW5515  ___________________________________________________________________
 AW5515  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW5515  DYNAMIC HT  -          38.188 (meters)     125.29  (feet)  COMP
 AW5515  MODELED GRAV-     979,290.0   (mgal)                       NAVD 88
 AW5515
 AW5515  VERT ORDER  -  FIRST     CLASS II
 AW5515
 AW5515.The horizontal coordinates were scaled from a topographic map and have
 AW5515.an estimated accuracy of +/- 6 seconds.
 AW5515
 AW5515.The orthometric height was determined by differential leveling
 AW5515.and adjusted by the National Geodetic Survey in June 1991..
 AW5515
 AW5515.The geoid height was determined by GEOID03.
 AW5515
 AW5515.The dynamic height is computed by dividing the NAVD 88
 AW5515.geopotential number by the normal gravity value computed on the
 AW5515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5515.degrees latitude (g = 980.6199 gals.).
 AW5515
 AW5515.The modeled gravity was interpolated from observed gravity values.
 AW5515
 AW5515;                    North         East    Units  Estimated Accuracy
 AW5515;SPC TXSC     - 4,237,750.      930,040.      MT  (+/- 180 meters Scaled)
 AW5515
 AW5515                          SUPERSEDED SURVEY CONTROL
 AW5515
 AW5515  NGVD 29 (12/23/87)   38.234  (m)          125.44   (f) ADJUSTED    1 2
 AW5515
 AW5515.Superseded values are not recommended for survey control.
 AW5515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5515.See file dsdata.txt to determine how the superseded data were derived.
 AW5515
 AW5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP508143(NAD 83)
 AW5515_MARKER: I = METAL ROD
 AW5515_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5515_SP_SET: STAINLESS STEEL ROD
 AW5515_STAMPING: H 1500 1986
 AW5515_MARK LOGO: NGS   
 AW5515_PROJECTION: FLUSH
 AW5515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5515_ROD/PIPE-DEPTH: 13.6 meters
 AW5515
 AW5515  HISTORY     - Date     Condition        Report By
 AW5515  HISTORY     - 1986     MONUMENTED       NGS
 AW5515  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW5515  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW5515
 AW5515                          STATION DESCRIPTION
 AW5515
 AW5515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5515'13.6 KM (8.45 MI) SE FROM CYPRESS.
 AW5515'10.2 KM (6.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS
 AW5515'JUNCTION WITH SPRING-CYPRESS ROAD IN CYPRESS, THENCE 3.4 KM (2.1 MI)
 AW5515'NORTHEASTERLY ALONG FARM ROAD 1960, 12.5 M (41.0 FT) SOUTHEAST OF THE
 AW5515'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE ROAD, 3.5 M (11.5 FT)
 AW5515'SOUTH OF A UTILITY POLE, 1.2 M (3.9 FT) SOUTHEAST OF A FENCE CORNER,
 AW5515'AND 0.5 M (1.6 FT) NORTHWEST OF THE MOST NORTHWESTERLY 1 OF 5 SUPPORT
 AW5515'POLES OF A BILLBOARD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5515'5-INCH LOGO CAP.
 AW5515'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST AND FENCE
 AW5515'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5515
 AW5515                          STATION RECOVERY (1990)
 AW5515
 AW5515'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW5515'MARK NOT FOUND.
 AW5515
 AW5515                          STATION RECOVERY (1994)
 AW5515
 AW5515'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0978 ***********************************************************************
 DN0978  DESIGNATION -  H 1501
 DN0978  PID         -  DN0978
 DN0978  STATE/COUNTY-  TX/GRAYSON
 DN0978  USGS QUAD   -  SHERMAN (1974)
 DN0978
 DN0978                         *CURRENT SURVEY CONTROL
 DN0978  ___________________________________________________________________
 DN0978* NAD 83(1986)-  33 44 12.     (N)    096 31 29.     (W)     SCALED    
 DN0978* NAVD 88     -       216.439  (meters)     710.10   (feet)  ADJUSTED  
 DN0978  ___________________________________________________________________
 DN0978  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DN0978  DYNAMIC HT  -         216.207 (meters)     709.34  (feet)  COMP
 DN0978  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 DN0978
 DN0978  VERT ORDER  -  FIRST     CLASS II
 DN0978
 DN0978.The horizontal coordinates were scaled from a topographic map and have
 DN0978.an estimated accuracy of +/- 6 seconds.
 DN0978
 DN0978.The orthometric height was determined by differential leveling
 DN0978.and adjusted by the National Geodetic Survey in June 1991..
 DN0978
 DN0978.The geoid height was determined by GEOID03.
 DN0978
 DN0978.The dynamic height is computed by dividing the NAVD 88
 DN0978.geopotential number by the normal gravity value computed on the
 DN0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0978.degrees latitude (g = 980.6199 gals.).
 DN0978
 DN0978.The modeled gravity was interpolated from observed gravity values.
 DN0978
 DN0978;                    North         East    Units  Estimated Accuracy
 DN0978;SPC TXNC     - 2,231,270.      783,030.      MT  (+/- 180 meters Scaled)
 DN0978
 DN0978                          SUPERSEDED SURVEY CONTROL
 DN0978
 DN0978.No superseded survey control is available for this station.
 DN0978
 DN0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC293357(NAD 83)
 DN0978_MARKER: I = METAL ROD
 DN0978_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0978_SP_SET: STAINLESS STEEL ROD
 DN0978_STAMPING: H 1501 1986
 DN0978_MARK LOGO: NGS   
 DN0978_PROJECTION: FLUSH
 DN0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0978_ROD/PIPE-DEPTH: 3.8  meters
 DN0978
 DN0978  HISTORY     - Date     Condition        Report By
 DN0978  HISTORY     - 1986     MONUMENTED       NGS
 DN0978  HISTORY     - 19990213 GOOD             USPSQD
 DN0978
 DN0978                          STATION DESCRIPTION
 DN0978
 DN0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0978'3.4 KM (2.1 MI) SE FROM DENISON.
 DN0978'3.4 KM (2.1 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION
 DN0978'WITH FARM ROAD 120 IN DENISON, 15.6 M (51.2 FT) NORTHEAST OF THE
 DN0978'CENTERLINE OF THE HIGHWAY, 5.0 M (16.4 FT) WEST OF THE CENTER OF
 DN0978'EIGHTH AVENUE, AND 0.7 M (2.3 FT) NORTH OF A UTILITY POLE.
 DN0978'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0978'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 DN0978'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN0978
 DN0978                          STATION RECOVERY (1999)
 DN0978
 DN0978'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1038 ***********************************************************************
 DN1038  DESIGNATION -  H 1502
 DN1038  PID         -  DN1038
 DN1038  STATE/COUNTY-  TX/MONTAGUE
 DN1038  USGS QUAD   -  RINGGOLD (1968)
 DN1038
 DN1038                         *CURRENT SURVEY CONTROL
 DN1038  ___________________________________________________________________
 DN1038* NAD 83(1986)-  33 48 58.     (N)    097 56 14.     (W)     SCALED    
 DN1038* NAVD 88     -       278.365  (meters)     913.27   (feet)  ADJUSTED  
 DN1038  ___________________________________________________________________
 DN1038  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DN1038  DYNAMIC HT  -         278.062 (meters)     912.28  (feet)  COMP
 DN1038  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 DN1038
 DN1038  VERT ORDER  -  FIRST     CLASS II
 DN1038
 DN1038.The horizontal coordinates were scaled from a topographic map and have
 DN1038.an estimated accuracy of +/- 6 seconds.
 DN1038
 DN1038.The orthometric height was determined by differential leveling
 DN1038.and adjusted by the National Geodetic Survey in June 1991..
 DN1038
 DN1038.The geoid height was determined by GEOID03.
 DN1038
 DN1038.The dynamic height is computed by dividing the NAVD 88
 DN1038.geopotential number by the normal gravity value computed on the
 DN1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1038.degrees latitude (g = 980.6199 gals.).
 DN1038
 DN1038.The modeled gravity was interpolated from observed gravity values.
 DN1038
 DN1038;                    North         East    Units  Estimated Accuracy
 DN1038;SPC TXNC     - 2,238,500.      652,100.      MT  (+/- 180 meters Scaled)
 DN1038
 DN1038                          SUPERSEDED SURVEY CONTROL
 DN1038
 DN1038.No superseded survey control is available for this station.
 DN1038
 DN1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC983422(NAD 83)
 DN1038_MARKER: DB = BENCH MARK DISK
 DN1038_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN1038_SP_SET: BRIDGE ABUTMENT
 DN1038_STAMPING: H 1502 1986
 DN1038_MARK LOGO: NGS   
 DN1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1038+STABILITY: POSITION/ELEVATION WELL
 DN1038
 DN1038  HISTORY     - Date     Condition        Report By
 DN1038  HISTORY     - 1986     MONUMENTED       NGS
 DN1038  HISTORY     - 19980214 GOOD             USPSQD
 DN1038
 DN1038                          STATION DESCRIPTION
 DN1038
 DN1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1038'29.7 KM (18.45 MI) NORTH FROM BOWIE.
 DN1038'29.7 KM (18.45 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1038'WITH U.S. HIGHWAY 287 IN BOWIE, IN TOP OF AND 0.4 M (1.3 FT) NORTH OF
 DN1038'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF U.S. HIGHWAY 82
 DN1038'OVERPASS OF THE HIGHWAY, 17.3 M (56.8 FT) EAST OF THE CENTERLINE OF
 DN1038'U.S. HIGHWAY 81, AND 7.6 M (24.9 FT) SOUTH OF THE CENTERLINE OF U.S.
 DN1038'HIGHWAY 82.
 DN1038'THE MARK IS 1.0 M BELOW U.S. HIGHWAY 82.
 DN1038
 DN1038                          STATION RECOVERY (1998)
 DN1038
 DN1038'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5682 ***********************************************************************
 AW5682  DESIGNATION -  H 1503
 AW5682  PID         -  AW5682
 AW5682  STATE/COUNTY-  TX/HARRIS
 AW5682  USGS QUAD   -  HIGHLANDS (1995)
 AW5682
 AW5682                         *CURRENT SURVEY CONTROL
 AW5682  ___________________________________________________________________
 AW5682* NAD 83(1986)-  29 45 05.     (N)    095 05 20.     (W)     SCALED    
 AW5682* NAVD 88     -         5.604  (meters)      18.39   (feet)  ADJUSTED  
 AW5682  ___________________________________________________________________
 AW5682  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW5682  DYNAMIC HT  -           5.596 (meters)      18.36  (feet)  COMP
 AW5682  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 AW5682
 AW5682  VERT ORDER  -  FIRST     CLASS II
 AW5682
 AW5682.The horizontal coordinates were scaled from a topographic map and have
 AW5682.an estimated accuracy of +/- 6 seconds.
 AW5682
 AW5682.The orthometric height was determined by differential leveling
 AW5682.and adjusted by the National Geodetic Survey in June 1991..
 AW5682
 AW5682.The geoid height was determined by GEOID03.
 AW5682
 AW5682.The dynamic height is computed by dividing the NAVD 88
 AW5682.geopotential number by the normal gravity value computed on the
 AW5682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5682.degrees latitude (g = 980.6199 gals.).
 AW5682
 AW5682.The modeled gravity was interpolated from observed gravity values.
 AW5682
 AW5682;                    North         East    Units  Estimated Accuracy
 AW5682;SPC TXSC     - 4,218,900.      978,190.      MT  (+/- 180 meters Scaled)
 AW5682
 AW5682                          SUPERSEDED SURVEY CONTROL
 AW5682
 AW5682  NGVD 29 (12/23/87)    5.601  (m)           18.38   (f) ADJUSTED    1 2
 AW5682
 AW5682.Superseded values are not recommended for survey control.
 AW5682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5682.See file dsdata.txt to determine how the superseded data were derived.
 AW5682
 AW5682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN980930(NAD 83)
 AW5682_MARKER: I = METAL ROD
 AW5682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5682_SP_SET: STAINLESS STEEL ROD
 AW5682_STAMPING: H 1503 1986
 AW5682_MARK LOGO: NGS   
 AW5682_PROJECTION: FLUSH
 AW5682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5682+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 AW5682_ROD/PIPE-DEPTH: 6.0  meters
 AW5682
 AW5682  HISTORY     - Date     Condition        Report By
 AW5682  HISTORY     - 1986     MONUMENTED       NGS
 AW5682  HISTORY     - 19940818 GOOD             USPSQD
 AW5682  HISTORY     - 20030213 GOOD             USPSQD
 AW5682  HISTORY     - 20040426 GOOD             USPSQD
 AW5682  HISTORY     - 20050704 GOOD             USPSQD
 AW5682
 AW5682                          STATION DESCRIPTION
 AW5682
 AW5682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5682'1.7 KM (1.05 MI) SOUTH FROM LYNCHBURG.
 AW5682'1.7 KM (1.05 MI) SOUTH ALONG STATE HIGHWAY 134 FROM THE SOUTH LANDING
 AW5682'OF THE LYNCHBURG FERRY TO THE MARK ON THE LEFT, AT THE SOUTHWEST
 AW5682'CORNER OF THE EAST PORTAL OF THE ENTRANCE TO SAN JACINTO BATTLEGROUND
 AW5682'STATE PARK, 7.47 METERS (24.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AW5682'HIGHWAY, 0.61 METER (2.0 FT) SOUTHEAST OF A STEEL GUARDRAIL, 0.43
 AW5682'METER (1.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE EAST PORTAL.
 AW5682'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5682'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AW5682
 AW5682                          STATION RECOVERY (1994)
 AW5682
 AW5682'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5682'RECOVERED IN GOOD CONDITION.
 AW5682
 AW5682                          STATION RECOVERY (2003)
 AW5682
 AW5682'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AW5682'RECOVERED IN GOOD CONDITION.
 AW5682
 AW5682                          STATION RECOVERY (2004)
 AW5682
 AW5682'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5682'GO TO N29 45 03.3 W095 05 22.3
 AW5682
 AW5682                          STATION RECOVERY (2005)
 AW5682
 AW5682'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5682'GO TO N29 45 03.4 W095 05 22.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5407 ***********************************************************************
 AW5407  DESIGNATION -  H 1504
 AW5407  PID         -  AW5407
 AW5407  STATE/COUNTY-  TX/FORT BEND
 AW5407  USGS QUAD   -  CLODINE (1995)
 AW5407
 AW5407                         *CURRENT SURVEY CONTROL
 AW5407  ___________________________________________________________________
 AW5407* NAD 83(1986)-  29 42 24.     (N)    095 42 07.     (W)     SCALED    
 AW5407* NAVD 88     -        28.405  (meters)      93.19   (feet)  ADJUSTED  
 AW5407  ___________________________________________________________________
 AW5407  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW5407  DYNAMIC HT  -          28.366 (meters)      93.06  (feet)  COMP
 AW5407  MODELED GRAV-     979,272.8   (mgal)                       NAVD 88
 AW5407
 AW5407  VERT ORDER  -  FIRST     CLASS II
 AW5407
 AW5407.The horizontal coordinates were scaled from a topographic map and have
 AW5407.an estimated accuracy of +/- 6 seconds.
 AW5407
 AW5407.The orthometric height was determined by differential leveling
 AW5407.and adjusted by the National Geodetic Survey in June 1991..
 AW5407
 AW5407.The geoid height was determined by GEOID03.
 AW5407
 AW5407.The dynamic height is computed by dividing the NAVD 88
 AW5407.geopotential number by the normal gravity value computed on the
 AW5407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5407.degrees latitude (g = 980.6199 gals.).
 AW5407
 AW5407.The modeled gravity was interpolated from observed gravity values.
 AW5407
 AW5407;                    North         East    Units  Estimated Accuracy
 AW5407;SPC TXSC     - 4,212,120.      919,070.      MT  (+/- 180 meters Scaled)
 AW5407
 AW5407                          SUPERSEDED SURVEY CONTROL
 AW5407
 AW5407  NGVD 29 (12/23/87)   28.398  (m)           93.17   (f) ADJUSTED    1 2
 AW5407
 AW5407.Superseded values are not recommended for survey control.
 AW5407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5407.See file dsdata.txt to determine how the superseded data were derived.
 AW5407
 AW5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN385893(NAD 83)
 AW5407_MARKER: DB = BENCH MARK DISK
 AW5407_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW5407_SP_SET: BOX CULVERT ABUTMENT
 AW5407_STAMPING: H 1504 1986
 AW5407_MARK LOGO: NGS   
 AW5407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5407+STABILITY: SURFACE MOTION
 AW5407
 AW5407  HISTORY     - Date     Condition        Report By
 AW5407  HISTORY     - 1986     MONUMENTED       NGS
 AW5407  HISTORY     - 19940625 GOOD             USPSQD
 AW5407  HISTORY     - 19981121 GOOD             USPSQD
 AW5407  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW5407
 AW5407                          STATION DESCRIPTION
 AW5407
 AW5407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5407'1.2 KM (0.75 MI) WEST FROM CLODINE.
 AW5407'0.32 KM (0.2 MI) WEST ALONG ALIEF-CLODINE ROAD FORM THE JUNCTION OF FM
 AW5407'ROAD 1464 IN CLODINE, THENCE 1.0 KM (0.65 MI) WEST ALONG FM ROAD 1093,
 AW5407'IN TOP AND 0.18 METERS (0.6 FT) EAST OF THE WEST END OF THE NORTH
 AW5407'CONCRETE ABUTMENT OF A TRIPLE-BOX CULVERT UNDER THE ROAD, 5.8 METERS
 AW5407'(19.0 FT) NORTH OF THE CENTERLINE OF THE ROAD.
 AW5407'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5407
 AW5407                          STATION RECOVERY (1994)
 AW5407
 AW5407'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5407'RECOVERED IN GOOD CONDITION.
 AW5407
 AW5407                          STATION RECOVERY (1998)
 AW5407
 AW5407'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5407'RECOVERED IN GOOD CONDITION.
 AW5407
 AW5407                          STATION RECOVERY (2004)
 AW5407
 AW5407'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5473 ***********************************************************************
 AW5473  DESIGNATION -  H 1505
 AW5473  PID         -  AW5473
 AW5473  STATE/COUNTY-  TX/FORT BEND
 AW5473  USGS QUAD   -  SMITHERS LAKE (1980)
 AW5473
 AW5473                         *CURRENT SURVEY CONTROL
 AW5473  ___________________________________________________________________
 AW5473* NAD 83(1986)-  29 27 27.     (N)    095 41 08.     (W)     SCALED    
 AW5473* NAVD 88     -        21.499  (meters)      70.53   (feet)  ADJUSTED  
 AW5473  ___________________________________________________________________
 AW5473  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW5473  DYNAMIC HT  -          21.469 (meters)      70.44  (feet)  COMP
 AW5473  MODELED GRAV-     979,262.7   (mgal)                       NAVD 88
 AW5473
 AW5473  VERT ORDER  -  FIRST     CLASS II
 AW5473
 AW5473.The horizontal coordinates were scaled from a topographic map and have
 AW5473.an estimated accuracy of +/- 6 seconds.
 AW5473
 AW5473.The orthometric height was determined by differential leveling
 AW5473.and adjusted by the National Geodetic Survey in June 1991..
 AW5473
 AW5473.The geoid height was determined by GEOID03.
 AW5473
 AW5473.The dynamic height is computed by dividing the NAVD 88
 AW5473.geopotential number by the normal gravity value computed on the
 AW5473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5473.degrees latitude (g = 980.6199 gals.).
 AW5473
 AW5473.The modeled gravity was interpolated from observed gravity values.
 AW5473
 AW5473;                    North         East    Units  Estimated Accuracy
 AW5473;SPC TXSC     - 4,184,560.      921,440.      MT  (+/- 180 meters Scaled)
 AW5473
 AW5473                          SUPERSEDED SURVEY CONTROL
 AW5473
 AW5473  NGVD 29 (12/23/87)   21.495  (m)           70.52   (f) ADJUSTED    1 2
 AW5473
 AW5473.Superseded values are not recommended for survey control.
 AW5473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5473.See file dsdata.txt to determine how the superseded data were derived.
 AW5473
 AW5473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN395616(NAD 83)
 AW5473_MARKER: I = METAL ROD
 AW5473_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5473_SP_SET: STAINLESS STEEL ROD
 AW5473_STAMPING: H 1505 1987
 AW5473_MARK LOGO: NGS   
 AW5473_PROJECTION: FLUSH
 AW5473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5473_ROD/PIPE-DEPTH: 12.2 meters
 AW5473
 AW5473  HISTORY     - Date     Condition        Report By
 AW5473  HISTORY     - 1987     MONUMENTED       NGS
 AW5473  HISTORY     - 1988     GOOD             USPSQD
 AW5473  HISTORY     - 19960622 GOOD             USPSQD
 AW5473  HISTORY     - 19980110 GOOD             USPSQD
 AW5473  HISTORY     - 19981121 GOOD             USPSQD
 AW5473
 AW5473                          STATION DESCRIPTION
 AW5473
 AW5473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5473'16.5 KM (10.25 MI) NE FROM GUY.
 AW5473'12.3 KM (7.65 MI) NORTHEAST ALONG FM ROAD 1994 FROM THE JUNCTION OF
 AW5473'STATE HIGHWAY 36 IN GUY, THENCE 4.2 KM (2.6 MI) NORTHEAST ALONG FM
 AW5473'ROAD 762, 11.9 METERS (39.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 AW5473'ROAD, 7.3 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF A FIELD ROAD,
 AW5473'0.6 METER (2.0 FT) SOUTH OF THE SOUTH POST OF A GATE, 0.3 METER (1.0
 AW5473'FT) SOUTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 AW5473'A 5-INCH LOGO CAP.
 AW5473'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AW5473'THE MARK IS 0.7 M BELOW THE FM ROAD.
 AW5473
 AW5473                          STATION RECOVERY (1988)
 AW5473
 AW5473'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLL)
 AW5473'RECOVERED IN GOOD CONDITION.
 AW5473
 AW5473                          STATION RECOVERY (1996)
 AW5473
 AW5473'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5473'RECOVERED IN GOOD CONDITION.
 AW5473
 AW5473                          STATION RECOVERY (1998)
 AW5473
 AW5473'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5473'RECOVERED IN GOOD CONDITION.
 AW5473
 AW5473                          STATION RECOVERY (1998)
 AW5473
 AW5473'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5545 ***********************************************************************
 AW5545  DESIGNATION -  H 1506
 AW5545  PID         -  AW5545
 AW5545  STATE/COUNTY-  TX/FORT BEND
 AW5545  USGS QUAD   -  KENDLETON (1981)
 AW5545
 AW5545                         *CURRENT SURVEY CONTROL
 AW5545  ___________________________________________________________________
 AW5545* NAD 83(1986)-  29 28 40.     (N)    095 57 01.     (W)     SCALED    
 AW5545* NAVD 88     -        31.156  (meters)     102.22   (feet)  ADJUSTED  
 AW5545  ___________________________________________________________________
 AW5545  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW5545  DYNAMIC HT  -          31.113 (meters)     102.08  (feet)  COMP
 AW5545  MODELED GRAV-     979,255.0   (mgal)                       NAVD 88
 AW5545
 AW5545  VERT ORDER  -  FIRST     CLASS I
 AW5545
 AW5545.The horizontal coordinates were scaled from a topographic map and have
 AW5545.an estimated accuracy of +/- 6 seconds.
 AW5545
 AW5545.The orthometric height was determined by differential leveling
 AW5545.and adjusted by the National Geodetic Survey in June 1991..
 AW5545
 AW5545.The geoid height was determined by GEOID03.
 AW5545
 AW5545.The dynamic height is computed by dividing the NAVD 88
 AW5545.geopotential number by the normal gravity value computed on the
 AW5545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5545.degrees latitude (g = 980.6199 gals.).
 AW5545
 AW5545.The modeled gravity was interpolated from observed gravity values.
 AW5545
 AW5545;                    North         East    Units  Estimated Accuracy
 AW5545;SPC TXSC     - 4,186,100.      895,710.      MT  (+/- 180 meters Scaled)
 AW5545
 AW5545                          SUPERSEDED SURVEY CONTROL
 AW5545
 AW5545  NGVD 29 (12/23/87)   31.154  (m)          102.21   (f) ADJUSTED    1 1
 AW5545
 AW5545.Superseded values are not recommended for survey control.
 AW5545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5545.See file dsdata.txt to determine how the superseded data were derived.
 AW5545
 AW5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN139645(NAD 83)
 AW5545_MARKER: I = METAL ROD
 AW5545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5545_SP_SET: STAINLESS STEEL ROD
 AW5545_STAMPING: H 1506 1987
 AW5545_MARK LOGO: NGS   
 AW5545_PROJECTION: FLUSH
 AW5545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5545_ROD/PIPE-DEPTH: 17.1 meters
 AW5545
 AW5545  HISTORY     - Date     Condition        Report By
 AW5545  HISTORY     - 1987     MONUMENTED       NGS
 AW5545  HISTORY     - 19951210 GOOD             USPSQD
 AW5545  HISTORY     - 19971122 GOOD             USPSQD
 AW5545  HISTORY     - 19980207 GOOD             USPSQD
 AW5545
 AW5545                          STATION DESCRIPTION
 AW5545
 AW5545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5545'3.2 KM (2.0 MI) SW FROM BEASLEY.
 AW5545'3.2 KM (2.0 MI) SOUTHWEST ALONG BUSINESS ROUTE 59 FROM THE POST OFFICE
 AW5545'IN BEASLEY, THENCE 0.95 KM (0.59 MI) SOUTHWEST ALONG US HIGHWAY 59,
 AW5545'17.8 METERS (58.5 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST
 AW5545'BOUND LANES OF THE HIGHWAY, 78.0 METERS (256 FT) SOUTHWEST OF THE
 AW5545'CENTERLINE OF GRUNWALD ROAD, 12.1 METERS (39.7 FT) SOUTHEAST OF THE
 AW5545'SOUTHEAST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 0.9 METER
 AW5545'(3.0 FT) NORTHEAST OF RAILROAD MILEPOST 10.  NOTE--ACCESS TO DATUM
 AW5545'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5545'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AW5545'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AW5545
 AW5545                          STATION RECOVERY (1995)
 AW5545
 AW5545'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5545'RECOVERED IN GOOD CONDITION.
 AW5545
 AW5545                          STATION RECOVERY (1997)
 AW5545
 AW5545'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5545'RECOVERED IN GOOD CONDITION.
 AW5545
 AW5545                          STATION RECOVERY (1998)
 AW5545
 AW5545'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5549 ***********************************************************************
 AW5549  DESIGNATION -  H 1509
 AW5549  PID         -  AW5549
 AW5549  STATE/COUNTY-  TX/BRAZORIA
 AW5549  USGS QUAD   -  FRIENDSWOOD (1995)
 AW5549
 AW5549                         *CURRENT SURVEY CONTROL
 AW5549  ___________________________________________________________________
 AW5549* NAD 83(1986)-  29 30 19.     (N)    095 14 13.     (W)     SCALED    
 AW5549* NAVD 88     -        10.226  (meters)      33.55   (feet)  ADJUSTED  
 AW5549  ___________________________________________________________________
 AW5549  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW5549  DYNAMIC HT  -          10.212 (meters)      33.50  (feet)  COMP
 AW5549  MODELED GRAV-     979,268.4   (mgal)                       NAVD 88
 AW5549
 AW5549  VERT ORDER  -  FIRST     CLASS II
 AW5549
 AW5549.The horizontal coordinates were scaled from a topographic map and have
 AW5549.an estimated accuracy of +/- 6 seconds.
 AW5549
 AW5549.The orthometric height was determined by differential leveling
 AW5549.and adjusted by the National Geodetic Survey in June 1991..
 AW5549
 AW5549.The geoid height was determined by GEOID03.
 AW5549
 AW5549.The dynamic height is computed by dividing the NAVD 88
 AW5549.geopotential number by the normal gravity value computed on the
 AW5549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5549.degrees latitude (g = 980.6199 gals.).
 AW5549
 AW5549.The modeled gravity was interpolated from observed gravity values.
 AW5549
 AW5549;                    North         East    Units  Estimated Accuracy
 AW5549;SPC TXSC     - 4,191,170.      964,760.      MT  (+/- 180 meters Scaled)
 AW5549
 AW5549                          SUPERSEDED SURVEY CONTROL
 AW5549
 AW5549  NGVD 29 (12/23/87)   10.222  (m)           33.54   (f) ADJUSTED    1 2
 AW5549
 AW5549.Superseded values are not recommended for survey control.
 AW5549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5549.See file dsdata.txt to determine how the superseded data were derived.
 AW5549
 AW5549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN831660(NAD 83)
 AW5549_MARKER: I = METAL ROD
 AW5549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5549_SP_SET: STAINLESS STEEL ROD
 AW5549_STAMPING: H 1509 1986
 AW5549_MARK LOGO: NGS   
 AW5549_PROJECTION: FLUSH
 AW5549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5549+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW5549_ROD/PIPE-DEPTH: 8.5  meters
 AW5549
 AW5549  HISTORY     - Date     Condition        Report By
 AW5549  HISTORY     - 1986     MONUMENTED       NGS
 AW5549  HISTORY     - 19960928 GOOD             USPSQD
 AW5549  HISTORY     - 20051009 GOOD             USPSQD
 AW5549
 AW5549                          STATION DESCRIPTION
 AW5549
 AW5549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5549'12.6 KM (7.8 MI) NORTH FROM ALVIN.
 AW5549'3.7 KM (2.3 MI) NORTHERLY ALONG BUSINESS STATE HIGHWAY 35 FROM THE
 AW5549'ATCHISON TOPEKA AND SANTA FE RAILROAD STATION IN ALVIN, THENCE 7.4 KM
 AW5549'(4.6 MI) NORTHERLY ALONG STATE HIGHWAY 35, THENCE 1.5 KM (0.95 MI)
 AW5549'NORTHEASTERLY ALONG FARM ROAD 2351, 29.4 M (96.5 FT) SOUTHWEST OF THE
 AW5549'CENTER OF A DRIVE LEADING SOUTHEAST TO AN ELECTRIC RELAY STATION,
 AW5549'11.6 M (38.1 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 9.4 M (30.8
 AW5549'FT) NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING SOUTHEAST, 2.0 M
 AW5549'(6.6 FT) EAST-NORTHEAST OF UTILITY POLE NUMBER 1020, AND 0.7 (2.3 FT)
 AW5549'SOUTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5549'THROUGH A 5-INCH LOGO CAP.
 AW5549'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 AW5549'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5549
 AW5549                          STATION RECOVERY (1996)
 AW5549
 AW5549'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5549'RECOVERED IN GOOD CONDITION.
 AW5549
 AW5549                          STATION RECOVERY (2005)
 AW5549
 AW5549'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW5549'FOUND MARK AS DESCRIBED. MARK IS BELOW3 THE GRASS. WITNESS POST STILL
 AW5549'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0534 ***********************************************************************
 CR0534  DESIGNATION -  H 151
 CR0534  PID         -  CR0534
 CR0534  STATE/COUNTY-  TX/HENDERSON
 CR0534  USGS QUAD   -  MALLARD HILL (1984)
 CR0534
 CR0534                         *CURRENT SURVEY CONTROL
 CR0534  ___________________________________________________________________
 CR0534* NAD 83(1986)-  32 10 41.     (N)    095 56 46.     (W)     SCALED    
 CR0534* NAVD 88     -       118.554  (meters)     388.96   (feet)  ADJUSTED  
 CR0534  ___________________________________________________________________
 CR0534  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CR0534  DYNAMIC HT  -         118.416 (meters)     388.50  (feet)  COMP
 CR0534  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 CR0534
 CR0534  VERT ORDER  -  SECOND    CLASS 0
 CR0534
 CR0534.The horizontal coordinates were scaled from a topographic map and have
 CR0534.an estimated accuracy of +/- 6 seconds.
 CR0534
 CR0534.The orthometric height was determined by differential leveling
 CR0534.and adjusted by the National Geodetic Survey in June 1991..
 CR0534
 CR0534.The geoid height was determined by GEOID03.
 CR0534
 CR0534.The dynamic height is computed by dividing the NAVD 88
 CR0534.geopotential number by the normal gravity value computed on the
 CR0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0534.degrees latitude (g = 980.6199 gals.).
 CR0534
 CR0534.The modeled gravity was interpolated from observed gravity values.
 CR0534
 CR0534;                    North         East    Units  Estimated Accuracy
 CR0534;SPC TXNC     - 2,059,640.      840,830.      MT  (+/- 180 meters Scaled)
 CR0534
 CR0534                          SUPERSEDED SURVEY CONTROL
 CR0534
 CR0534  NGVD 29 (??/??/92)  118.560  (m)          388.98   (f) ADJ UNCH    2 0
 CR0534
 CR0534.Superseded values are not recommended for survey control.
 CR0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0534.See file dsdata.txt to determine how the superseded data were derived.
 CR0534
 CR0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR222639(NAD 83)
 CR0534_MARKER: DB = BENCH MARK DISK
 CR0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0534_STAMPING: H 151 1933
 CR0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0534+STABILITY: SURFACE MOTION
 CR0534
 CR0534  HISTORY     - Date     Condition        Report By
 CR0534  HISTORY     - 1933     MONUMENTED       USGS
 CR0534
 CR0534                          STATION DESCRIPTION
 CR0534
 CR0534'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 CR0534'3.8 MILES EAST ALONG THE ST. LOUIS SOUTHWESTERN ILLINOIS RAILWAY
 CR0534'FROM MALAKOFF, HENDERSON COUNTY, 0.5 MILE EAST OF THE SIDING OF
 CR0534'WOFFORD, 26 POLES WEST OF MILE POST 589, 100 FEET EAST OF THE
 CR0534'WEST END OF CUT, 54 FEET NORTHWEST OF A LANE CROSSING AND 6
 CR0534'FEET WEST OF A FENCE CORNER.  A STANDARD DISK STAMPED--388.913
 CR0534'H 151 1933--, AND SET INTO THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1999 ***********************************************************************
 BL1999  DESIGNATION -  H 1510
 BL1999  PID         -  BL1999
 BL1999  STATE/COUNTY-  TX/HARRIS
 BL1999  USGS QUAD   -  SPRING (1982)
 BL1999
 BL1999                         *CURRENT SURVEY CONTROL
 BL1999  ___________________________________________________________________
 BL1999* NAD 83(1986)-  30 04 44.     (N)    095 25 00.     (W)     SCALED    
 BL1999* NAVD 88     -        36.219  (meters)     118.83   (feet)  ADJUSTED  
 BL1999  ___________________________________________________________________
 BL1999  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL1999  DYNAMIC HT  -          36.170 (meters)     118.67  (feet)  COMP
 BL1999  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 BL1999
 BL1999  VERT ORDER  -  FIRST     CLASS I
 BL1999
 BL1999.The horizontal coordinates were scaled from a topographic map and have
 BL1999.an estimated accuracy of +/- 6 seconds.
 BL1999
 BL1999.The orthometric height was determined by differential leveling
 BL1999.and adjusted by the National Geodetic Survey in June 1991..
 BL1999
 BL1999.The geoid height was determined by GEOID03.
 BL1999
 BL1999.The dynamic height is computed by dividing the NAVD 88
 BL1999.geopotential number by the normal gravity value computed on the
 BL1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1999.degrees latitude (g = 980.6199 gals.).
 BL1999
 BL1999.The modeled gravity was interpolated from observed gravity values.
 BL1999
 BL1999;                    North         East    Units  Estimated Accuracy
 BL1999;SPC TXSC     - 4,254,170.      945,400.      MT  (+/- 180 meters Scaled)
 BL1999
 BL1999                          SUPERSEDED SURVEY CONTROL
 BL1999
 BL1999  NGVD 29 (12/23/87)   36.219  (m)          118.83   (f) ADJUSTED    1 1
 BL1999
 BL1999.Superseded values are not recommended for survey control.
 BL1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1999.See file dsdata.txt to determine how the superseded data were derived.
 BL1999
 BL1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP670299(NAD 83)
 BL1999_MARKER: I = METAL ROD
 BL1999_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1999_SP_SET: STAINLESS STEEL ROD
 BL1999_STAMPING: H 1510 1987
 BL1999_MARK LOGO: NGS   
 BL1999_PROJECTION: FLUSH
 BL1999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1999+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1999_ROD/PIPE-DEPTH: 6.1  meters
 BL1999
 BL1999  HISTORY     - Date     Condition        Report By
 BL1999  HISTORY     - 1987     MONUMENTED       NGS
 BL1999  HISTORY     - 19950905 GOOD             USPSQD
 BL1999  HISTORY     - 20050929 GOOD             USPSQD
 BL1999
 BL1999                          STATION DESCRIPTION
 BL1999
 BL1999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL1999'IN SPRING.
 BL1999'IN SPRING, AT THE INTERSECTION OF SPRING SCHOOL ROAD AND EAST HARDY
 BL1999'STREET, 28.8 M (94.5 FT) SOUTH OF THE CENTER OF A DRIVEWAY AND GATE,
 BL1999'27.0 M (88.6 FT) NORTH OF THE CENTERLINE OF THE ROAD, 14.1 M (46.3 FT)
 BL1999'EAST OF THE CENTERLINE OF THE STREET, AND 1.7 M (5.6 FT) NORTH OF A
 BL1999'FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 BL1999'LOGO CAP.
 BL1999'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 BL1999'THE MARK IS ABOVE LEVEL WITH THE STREET.
 BL1999
 BL1999                          STATION RECOVERY (1995)
 BL1999
 BL1999'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1999'RECOVERED IN GOOD CONDITION.
 BL1999
 BL1999                          STATION RECOVERY (2005)
 BL1999
 BL1999'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1999'FOUND AS DESCRIBED. GO TO N30 04 43.1 W095 24 58.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5629 ***********************************************************************
 AW5629  DESIGNATION -  H 1511
 AW5629  PID         -  AW5629
 AW5629  STATE/COUNTY-  TX/HARRIS
 AW5629  USGS QUAD   -  ALDINE (1995)
 AW5629
 AW5629                         *CURRENT SURVEY CONTROL
 AW5629  ___________________________________________________________________
 AW5629* NAD 83(1986)-  29 56 55.     (N)    095 25 36.     (W)     SCALED    
 AW5629* NAVD 88     -        29.129  (meters)      95.57   (feet)  ADJUSTED  
 AW5629  ___________________________________________________________________
 AW5629  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW5629  DYNAMIC HT  -          29.090 (meters)      95.44  (feet)  COMP
 AW5629  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 AW5629
 AW5629  VERT ORDER  -  FIRST     CLASS II
 AW5629
 AW5629.The horizontal coordinates were scaled from a topographic map and have
 AW5629.an estimated accuracy of +/- 6 seconds.
 AW5629
 AW5629.The orthometric height was determined by differential leveling
 AW5629.and adjusted by the National Geodetic Survey in June 1991..
 AW5629
 AW5629.The geoid height was determined by GEOID03.
 AW5629
 AW5629.The dynamic height is computed by dividing the NAVD 88
 AW5629.geopotential number by the normal gravity value computed on the
 AW5629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5629.degrees latitude (g = 980.6199 gals.).
 AW5629
 AW5629.The modeled gravity was interpolated from observed gravity values.
 AW5629
 AW5629;                    North         East    Units  Estimated Accuracy
 AW5629;SPC TXSC     - 4,239,700.      944,870.      MT  (+/- 180 meters Scaled)
 AW5629
 AW5629                          SUPERSEDED SURVEY CONTROL
 AW5629
 AW5629  NGVD 29 (12/23/87)   29.126  (m)           95.56   (f) ADJUSTED    1 2
 AW5629
 AW5629.Superseded values are not recommended for survey control.
 AW5629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5629.See file dsdata.txt to determine how the superseded data were derived.
 AW5629
 AW5629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP657155(NAD 83)
 AW5629_MARKER: I = METAL ROD
 AW5629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5629_SP_SET: STAINLESS STEEL ROD
 AW5629_STAMPING: H 1511 1987
 AW5629_MARK LOGO: NGS   
 AW5629_PROJECTION: FLUSH
 AW5629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5629+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW5629_ROD/PIPE-DEPTH: 8.5  meters
 AW5629
 AW5629  HISTORY     - Date     Condition        Report By
 AW5629  HISTORY     - 1987     MONUMENTED       NGS
 AW5629  HISTORY     - 20051012 GOOD             USPSQD
 AW5629
 AW5629                          STATION DESCRIPTION
 AW5629
 AW5629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5629'8.3 KM (5.15 MI) NW FROM ALDINE.
 AW5629'5.4 KM (3.35 MI) WESTERLY ALONG FARM ROAD 525 FROM THE HIGH SCHOOL IN
 AW5629'ALDINE, THENCE 2.0 KM (1.25 MI) NORTH ALONG INTERSTATE HIGHWAY 45 EAST
 AW5629'FRONTAGE ROAD, THENCE 0.9 KM (0.55 MI) WEST ALONG GREENS AND GEARS
 AW5629'ROAD, 15.6 M (51.2 FT) EAST OF THE CENTER OF THE NORTH BOUND LANES OF
 AW5629'GREENS CROSSING BOULEVARD, 11.5 M (37.7 FT) SOUTH OF THE CENTERLINE OF
 AW5629'THE EAST BOUND LANES OF THE ROAD, AND 0.7 M (2.3 FT) NORTHEAST OF THE
 AW5629'NORTHEAST END OF A GRANITE INFORMATION SIGN.  NOTE--ACCESS TO DATUM
 AW5629'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5629'THE MARK IS 0.5 M ABOVE THE ROAD.
 AW5629
 AW5629                          STATION RECOVERY (2005)
 AW5629
 AW5629'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5629'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5613 ***********************************************************************
 AW5613  DESIGNATION -  H 1512
 AW5613  PID         -  AW5613
 AW5613  STATE/COUNTY-  TX/HARRIS
 AW5613  USGS QUAD   -  HARMASTON (1982)
 AW5613
 AW5613                         *CURRENT SURVEY CONTROL
 AW5613  ___________________________________________________________________
 AW5613* NAD 83(1986)-  29 59 59.     (N)    095 13 10.     (W)     SCALED    
 AW5613* NAVD 88     -        22.438  (meters)      73.62   (feet)  ADJUSTED  
 AW5613  ___________________________________________________________________
 AW5613  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW5613  DYNAMIC HT  -          22.407 (meters)      73.51  (feet)  COMP
 AW5613  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 AW5613
 AW5613  VERT ORDER  -  FIRST     CLASS II
 AW5613
 AW5613.The horizontal coordinates were scaled from a topographic map and have
 AW5613.an estimated accuracy of +/- 6 seconds.
 AW5613
 AW5613.The orthometric height was determined by differential leveling
 AW5613.and adjusted by the National Geodetic Survey in June 1991..
 AW5613
 AW5613.The geoid height was determined by GEOID03.
 AW5613
 AW5613.The dynamic height is computed by dividing the NAVD 88
 AW5613.geopotential number by the normal gravity value computed on the
 AW5613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5613.degrees latitude (g = 980.6199 gals.).
 AW5613
 AW5613.The modeled gravity was interpolated from observed gravity values.
 AW5613
 AW5613;                    North         East    Units  Estimated Accuracy
 AW5613;SPC TXSC     - 4,245,990.      964,680.      MT  (+/- 180 meters Scaled)
 AW5613
 AW5613                          SUPERSEDED SURVEY CONTROL
 AW5613
 AW5613  NGVD 29 (12/23/87)   22.436  (m)           73.61   (f) ADJUSTED    1 2
 AW5613
 AW5613.Superseded values are not recommended for survey control.
 AW5613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5613.See file dsdata.txt to determine how the superseded data were derived.
 AW5613
 AW5613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP859208(NAD 83)
 AW5613_MARKER: I = METAL ROD
 AW5613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5613_SP_SET: STAINLESS STEEL ROD
 AW5613_STAMPING: H 1512 1987
 AW5613_MARK LOGO: NGS   
 AW5613_PROJECTION: FLUSH
 AW5613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5613_ROD/PIPE-DEPTH: 17.1 meters
 AW5613
 AW5613  HISTORY     - Date     Condition        Report By
 AW5613  HISTORY     - 1987     MONUMENTED       NGS
 AW5613  HISTORY     - 19990916 MARK NOT FOUND   USPSQD
 AW5613  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 AW5613
 AW5613                          STATION DESCRIPTION
 AW5613
 AW5613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5613'4.9 KM (3.05 MI) EAST FROM HUMBLE.
 AW5613'4.9 KM (3.05 MI) EASTERLY ALONG FARM ROAD 1960 BUSINESS AND FARM ROAD
 AW5613'1960 FROM ITS JUNCTION WITH U.S. HIGHWAY 59 IN HUMBLE, 12.5 M (41.0
 AW5613'FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE ROAD, 7.4 M
 AW5613'(24.3 FT) WEST OF THE CENTERLINE OF BELLEAU WOODS ROAD, 1.9 M (6.2 FT)
 AW5613'NORTHEAST OF A FENCE CORNER, AND 0.7 M (2.3 FT) SOUTH OF THE SOUTH
 AW5613'EDGE OF A CONCRETE AND BRICK PILLAR WITH A SIGN (BELLEAU WOODS).
 AW5613'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5613'THE MARK IS 1.5 METERS  E FROM  A WITNESS POST AND FENCE
 AW5613'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 AW5613
 AW5613                          STATION RECOVERY (1999)
 AW5613
 AW5613'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5613'MARK NOT FOUND.
 AW5613
 AW5613                          STATION RECOVERY (2004)
 AW5613
 AW5613'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2009 ***********************************************************************
 BL2009  DESIGNATION -  H 1513
 BL2009  PID         -  BL2009
 BL2009  STATE/COUNTY-  TX/WALKER
 BL2009  USGS QUAD   -  RIVERSIDE (1997)
 BL2009
 BL2009                         *CURRENT SURVEY CONTROL
 BL2009  ___________________________________________________________________
 BL2009* NAD 83(1986)-  30 45 41.     (N)    095 23 40.     (W)     SCALED    
 BL2009* NAVD 88     -       119.880  (meters)     393.31   (feet)  ADJUSTED  
 BL2009  ___________________________________________________________________
 BL2009  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL2009  DYNAMIC HT  -         119.724 (meters)     392.79  (feet)  COMP
 BL2009  MODELED GRAV-     979,342.7   (mgal)                       NAVD 88
 BL2009
 BL2009  VERT ORDER  -  FIRST     CLASS I
 BL2009
 BL2009.The horizontal coordinates were scaled from a topographic map and have
 BL2009.an estimated accuracy of +/- 6 seconds.
 BL2009
 BL2009.The orthometric height was determined by differential leveling
 BL2009.and adjusted by the National Geodetic Survey in June 1991..
 BL2009
 BL2009.The geoid height was determined by GEOID03.
 BL2009
 BL2009.The dynamic height is computed by dividing the NAVD 88
 BL2009.geopotential number by the normal gravity value computed on the
 BL2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2009.degrees latitude (g = 980.6199 gals.).
 BL2009
 BL2009.The modeled gravity was interpolated from observed gravity values.
 BL2009
 BL2009;                    North         East    Units  Estimated Accuracy
 BL2009;SPC TX C     - 3,131,850.    1,172,650.      MT  (+/- 180 meters Scaled)
 BL2009
 BL2009                          SUPERSEDED SURVEY CONTROL
 BL2009
 BL2009  NGVD 29 (12/23/87)  119.889  (m)          393.34   (f) ADJUSTED    1 1
 BL2009
 BL2009.Superseded values are not recommended for survey control.
 BL2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2009.See file dsdata.txt to determine how the superseded data were derived.
 BL2009
 BL2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ708056(NAD 83)
 BL2009_MARKER: I = METAL ROD
 BL2009_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2009_SP_SET: STAINLESS STEEL ROD
 BL2009_STAMPING: H 1513 1987
 BL2009_MARK LOGO: NGS   
 BL2009_PROJECTION: FLUSH
 BL2009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2009_ROD/PIPE-DEPTH: 20.7 meters
 BL2009
 BL2009  HISTORY     - Date     Condition        Report By
 BL2009  HISTORY     - 1987     MONUMENTED       NGS
 BL2009
 BL2009                          STATION DESCRIPTION
 BL2009
 BL2009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2009'9.1 KM (5.65 MI) NE FROM PHELPS.
 BL2009'9.1 KM (5.65 MI) NORTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 BL2009'FROM ITS JUNCTION WITH SPUR 2296 IN PHELPS, OR 10.4 KM (6.45 MI)
 BL2009'SOUTHWESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL2009'WITH FARM ROAD 980 IN RIVERSIDE, 35.5 M (116.5 FT) EAST OF THE NEAR
 BL2009'RAIL, 26.0 M (85.3 FT) SOUTH OF THE CENTER OF A DRIVEWAY, AND 12.0 M
 BL2009'(39.4 FT) EAST OF THE CENTER OF FARM ROAD 405. ACCESS--TO DATUM POINT
 BL2009'IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2009'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 BL2009'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2568 ***********************************************************************
 AX2568  DESIGNATION -  H 1515
 AX2568  PID         -  AX2568
 AX2568  STATE/COUNTY-  TX/WHARTON
 AX2568  USGS QUAD   -  LOUISE (1981)
 AX2568
 AX2568                         *CURRENT SURVEY CONTROL
 AX2568  ___________________________________________________________________
 AX2568* NAD 83(1986)-  29 05 26.     (N)    096 26 12.     (W)     SCALED    
 AX2568* NAVD 88     -        21.301  (meters)      69.89   (feet)  ADJUSTED  
 AX2568  ___________________________________________________________________
 AX2568  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX2568  DYNAMIC HT  -          21.271 (meters)      69.79  (feet)  COMP
 AX2568  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 AX2568
 AX2568  VERT ORDER  -  FIRST     CLASS I
 AX2568
 AX2568.The horizontal coordinates were scaled from a topographic map and have
 AX2568.an estimated accuracy of +/- 6 seconds.
 AX2568
 AX2568.The orthometric height was determined by differential leveling
 AX2568.and adjusted by the National Geodetic Survey in June 1991..
 AX2568
 AX2568.The geoid height was determined by GEOID03.
 AX2568
 AX2568.The dynamic height is computed by dividing the NAVD 88
 AX2568.geopotential number by the normal gravity value computed on the
 AX2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2568.degrees latitude (g = 980.6199 gals.).
 AX2568
 AX2568.The modeled gravity was interpolated from observed gravity values.
 AX2568
 AX2568;                    North         East    Units  Estimated Accuracy
 AX2568;SPC TXSC     - 4,142,070.      849,500.      MT  (+/- 180 meters Scaled)
 AX2568
 AX2568                          SUPERSEDED SURVEY CONTROL
 AX2568
 AX2568  NGVD 29 (12/23/87)   21.309  (m)           69.91   (f) ADJUSTED    1 1
 AX2568
 AX2568.Superseded values are not recommended for survey control.
 AX2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2568.See file dsdata.txt to determine how the superseded data were derived.
 AX2568
 AX2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT494207(NAD 83)
 AX2568_MARKER: I = METAL ROD
 AX2568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2568_SP_SET: STAINLESS STEEL ROD
 AX2568_STAMPING: H 1515 1987
 AX2568_MARK LOGO: NGS   
 AX2568_PROJECTION: FLUSH
 AX2568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2568_ROD/PIPE-DEPTH: 6.7  meters
 AX2568
 AX2568  HISTORY     - Date     Condition        Report By
 AX2568  HISTORY     - 1987     MONUMENTED       NGS
 AX2568  HISTORY     - 19980725 GOOD             USPSQD
 AX2568
 AX2568                          STATION DESCRIPTION
 AX2568
 AX2568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2568'4.4 KM (2.75 MI) SW FROM LOUISE.
 AX2568'1.28 KM (0.8 MI) SOUTHWEST ALONG HIGHWAY LOOP 523 FROM THE JUNCTION OF
 AX2568'FM ROAD 1160 IN LOUISE, THENCE 1.00 KM (0.62 MI) WEST ALONG FM ROAD
 AX2568'647, THENCE 2.13 KM (1.32 MI) SOUTHWEST ALONG US HIGHWAY 59, AT A WOOD
 AX2568'POLE POWER LINE CROSSING, 14.9 METERS (49.0 FT) SOUTHEAST OF THE
 AX2568'CENTERLINE OF HIGHWAY 59 NORTHBOUND, 14.9 METER (49.0 FT) NORTHWEST OF
 AX2568'THE NORTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 1.1 METERS
 AX2568'(3.5 FT) SOUTHWEST OF THE FIRST POLE ON THE SOUTHEAST SIDE OF THE
 AX2568'CROSSING.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AX2568'CAP.
 AX2568'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AX2568'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AX2568
 AX2568                          STATION RECOVERY (1998)
 AX2568
 AX2568'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3141 ***********************************************************************
 AA3141  DESIGNATION -  H 1516
 AA3141  PID         -  AA3141
 AA3141  STATE/COUNTY-  TX/TARRANT
 AA3141  USGS QUAD   -  EULESS (1981)
 AA3141
 AA3141                         *CURRENT SURVEY CONTROL
 AA3141  ___________________________________________________________________
 AA3141* NAD 83(1986)-  32 46 26.     (N)    097 03 47.     (W)     SCALED    
 AA3141* NAVD 88     -       167.066  (meters)     548.12   (feet)  ADJUSTED  
 AA3141  ___________________________________________________________________
 AA3141  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AA3141  DYNAMIC HT  -         166.873 (meters)     547.48  (feet)  COMP
 AA3141  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 AA3141
 AA3141  VERT ORDER  -  FIRST     CLASS II
 AA3141
 AA3141.The horizontal coordinates were scaled from a topographic map and have
 AA3141.an estimated accuracy of +/- 6 seconds.
 AA3141
 AA3141.The orthometric height was determined by differential leveling
 AA3141.and adjusted by the National Geodetic Survey in April 2001..
 AA3141
 AA3141.The geoid height was determined by GEOID03.
 AA3141
 AA3141.The dynamic height is computed by dividing the NAVD 88
 AA3141.geopotential number by the normal gravity value computed on the
 AA3141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3141.degrees latitude (g = 980.6199 gals.).
 AA3141
 AA3141.The modeled gravity was interpolated from observed gravity values.
 AA3141
 AA3141;                    North         East    Units  Estimated Accuracy
 AA3141;SPC TXNC     - 2,123,700.      734,610.      MT  (+/- 180 meters Scaled)
 AA3141
 AA3141                          SUPERSEDED SURVEY CONTROL
 AA3141
 AA3141.No superseded survey control is available for this station.
 AA3141
 AA3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB814278(NAD 83)
 AA3141_MARKER: DV = VERTICAL CONTROL DISK
 AA3141_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3141_SP_SET: OVERPASS ABUTMENT
 AA3141_STAMPING: H 1516 1994
 AA3141_MARK LOGO: NGS   
 AA3141_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3141+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1996
 AA3141
 AA3141  HISTORY     - Date     Condition        Report By
 AA3141  HISTORY     - 1994     MONUMENTED       NGS
 AA3141  HISTORY     - 19961008 GOOD             NGS
 AA3141  HISTORY     - 19970301 GOOD             USPSQD
 AA3141
 AA3141                          STATION DESCRIPTION
 AA3141
 AA3141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3141'IN GRAND PRAIRIE, AT THE INTERSECTION OF STATE HIGHWAY 360 AND AVENUE
 AA3141'K, IN TOP OF AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END OF THE WEST
 AA3141'CONCRETE ABUTMENT OF THE AVENUE OVERPASS OF THE HIGHWAY, 15.5 M (50.9
 AA3141'FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.3 M
 AA3141'(17.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AA3141'AVENUE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE.
 AA3141
 AA3141                          STATION RECOVERY (1996)
 AA3141
 AA3141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA3141'IN GRAND PRAIRIE, AT THE INTERSECTION OF STATE HIGHWAY 360 AND AVENUE
 AA3141'K, IN TOP OF AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END OF THE WEST
 AA3141'CONCRETE ABUTMENT OF THE AVENUE OVERPASS OF THE HIGHWAY, 15.5 M (50.9
 AA3141'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 5.3
 AA3141'M (17.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AA3141'AVENUE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE.
 AA3141
 AA3141                          STATION RECOVERY (1997)
 AA3141
 AA3141'RECOVERY NOTE BY US POWER SQUADRON 1997
 AA3141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0753 ***********************************************************************
 CE0753  DESIGNATION -  H 1517
 CE0753  PID         -  CE0753
 CE0753  STATE/COUNTY-  TX/EL PASO
 CE0753  USGS QUAD   -  EL PASO (1997)
 CE0753
 CE0753                         *CURRENT SURVEY CONTROL
 CE0753  ___________________________________________________________________
 CE0753* NAD 83(1986)-  31 45 04.     (N)    106 28 25.     (W)     SCALED    
 CE0753* NAVD 88     -      1129.782  (meters)    3706.63   (feet)  ADJUSTED  
 CE0753  ___________________________________________________________________
 CE0753  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0753  DYNAMIC HT  -        1128.084 (meters)    3701.06  (feet)  COMP
 CE0753  MODELED GRAV-     979,098.7   (mgal)                       NAVD 88
 CE0753
 CE0753  VERT ORDER  -  FIRST     CLASS I
 CE0753
 CE0753.The horizontal coordinates were scaled from a topographic map and have
 CE0753.an estimated accuracy of +/- 6 seconds.
 CE0753
 CE0753.The orthometric height was determined by differential leveling
 CE0753.and adjusted by the National Geodetic Survey in November 1996..
 CE0753
 CE0753.The geoid height was determined by GEOID03.
 CE0753
 CE0753.The dynamic height is computed by dividing the NAVD 88
 CE0753.geopotential number by the normal gravity value computed on the
 CE0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0753.degrees latitude (g = 980.6199 gals.).
 CE0753
 CE0753.The modeled gravity was interpolated from observed gravity values.
 CE0753
 CE0753;                    North         East    Units  Estimated Accuracy
 CE0753;SPC TX C     - 3,247,130.      118,540.      MT  (+/- 180 meters Scaled)
 CE0753
 CE0753                          SUPERSEDED SURVEY CONTROL
 CE0753
 CE0753.No superseded survey control is available for this station.
 CE0753
 CE0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR604137(NAD 83)
 CE0753_MARKER: I = METAL ROD
 CE0753_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0753_SP_SET: STAINLESS STEEL ROD
 CE0753_STAMPING: H 1517 1992
 CE0753_MARK LOGO: NGS   
 CE0753_PROJECTION: RECESSED 5 CENTIMETERS
 CE0753_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0753+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CE0753_ROD/PIPE-DEPTH: 15.2 meters
 CE0753
 CE0753  HISTORY     - Date     Condition        Report By
 CE0753  HISTORY     - 1992     MONUMENTED       NGS
 CE0753
 CE0753                          STATION DESCRIPTION
 CE0753
 CE0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CE0753'IN EL PASO, AT THE INTERSECTION OF STATE HIGHWAY LOOP 375 (BORDER
 CE0753'HIGHWAY) AND PARK STREET, 35.5 M (116.5 FT) EAST OF THE STREET
 CE0753'CENTERLINE, 15.3 M (50.2 FT) NORTH OF AND LEVEL WITH THE CENTERLINE
 CE0753'OF THE WESTBOUND LANES OF THE HIGHWAY, 8.8 M (28.9 FT) NORTHWEST OF A
 CE0753'UTILITY LIGHT POLE, 0.9 M (3.0 FT) EAST OF A CHAIN-LINK T-FENCE
 CE0753'CORNER, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 CE0753'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8444 ***********************************************************************
 AC8444  DESIGNATION -  H 1518
 AC8444  PID         -  AC8444
 AC8444  STATE/COUNTY-  TX/NUECES
 AC8444  USGS QUAD   -  PORT ARANSAS (1975)
 AC8444
 AC8444                         *CURRENT SURVEY CONTROL
 AC8444  ___________________________________________________________________
 AC8444* NAD 83(1986)-  27 45 05.     (N)    097 07 28.     (W)     SCALED    
 AC8444* NAVD 88     -         1.159  (meters)       3.80   (feet)  ADJUSTED  
 AC8444  ___________________________________________________________________
 AC8444  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AC8444  DYNAMIC HT  -           1.157 (meters)       3.80  (feet)  COMP
 AC8444  MODELED GRAV-     979,139.6   (mgal)                       NAVD 88
 AC8444
 AC8444  VERT ORDER  -  FIRST     CLASS II
 AC8444
 AC8444.The horizontal coordinates were scaled from a topographic map and have
 AC8444.an estimated accuracy of +/- 6 seconds.
 AC8444
 AC8444.The orthometric height was determined by differential leveling
 AC8444.and adjusted by the National Geodetic Survey in December 1997..
 AC8444
 AC8444.The geoid height was determined by GEOID03.
 AC8444
 AC8444.The dynamic height is computed by dividing the NAVD 88
 AC8444.geopotential number by the normal gravity value computed on the
 AC8444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8444.degrees latitude (g = 980.6199 gals.).
 AC8444
 AC8444.The modeled gravity was interpolated from observed gravity values.
 AC8444
 AC8444;                    North         East    Units  Estimated Accuracy
 AC8444;SPC TX S     - 5,231,720.      435,610.      MT  (+/- 180 meters Scaled)
 AC8444
 AC8444                          SUPERSEDED SURVEY CONTROL
 AC8444
 AC8444.No superseded survey control is available for this station.
 AC8444
 AC8444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR848710(NAD 83)
 AC8444_MARKER: I = METAL ROD
 AC8444_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8444_STAMPING: H 1518 1996
 AC8444_MARK LOGO: NGS   
 AC8444_PROJECTION: FLUSH
 AC8444_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8444+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8444_ROD/PIPE-DEPTH: 21.9 meters
 AC8444_SLEEVE-DEPTH  : 0.9 meters
 AC8444
 AC8444  HISTORY     - Date     Condition        Report By
 AC8444  HISTORY     - 1996     MONUMENTED       NGS
 AC8444  HISTORY     - 20050820 GOOD             USPSQD
 AC8444
 AC8444                          STATION DESCRIPTION
 AC8444
 AC8444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8444'10.4 KM (6.45 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AC8444'FROM THE POST OFFICE IN PORT ARANSAS, 60.3 M (197.8 FT) SOUTH OF THE
 AC8444'CENTER OF A DRIVEWAY LEADING TO A WATER TANK, 35.8 M (117.5 FT) WEST
 AC8444'OF THE HIGHWAY CENTER, 18.1 M (59.4 FT) WEST OF A UTILITY POLE, 3.8 M
 AC8444'(12.5 FT) SOUTH OF A FENCE CORNER, 0.6 M (2.0 FT) EAST OF A WITNESS
 AC8444'POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AC8444'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AC8444'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC8444
 AC8444                          STATION RECOVERY (2005)
 AC8444
 AC8444'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8410 ***********************************************************************
 AC8410  DESIGNATION -  H 1519
 AC8410  PID         -  AC8410
 AC8410  STATE/COUNTY-  TX/SAN PATRICIO
 AC8410  USGS QUAD   -  PORT INGLESIDE (1975)
 AC8410
 AC8410                         *CURRENT SURVEY CONTROL
 AC8410  ___________________________________________________________________
 AC8410* NAD 83(1986)-  27 52 05.     (N)    097 12 51.     (W)     SCALED    
 AC8410* NAVD 88     -         3.512  (meters)      11.52   (feet)  ADJUSTED  
 AC8410  ___________________________________________________________________
 AC8410  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AC8410  DYNAMIC HT  -           3.506 (meters)      11.50  (feet)  COMP
 AC8410  MODELED GRAV-     979,139.5   (mgal)                       NAVD 88
 AC8410
 AC8410  VERT ORDER  -  FIRST     CLASS II
 AC8410
 AC8410.The horizontal coordinates were scaled from a topographic map and have
 AC8410.an estimated accuracy of +/- 6 seconds.
 AC8410
 AC8410.The orthometric height was determined by differential leveling
 AC8410.and adjusted by the National Geodetic Survey in December 1997..
 AC8410
 AC8410.The geoid height was determined by GEOID03.
 AC8410
 AC8410.The dynamic height is computed by dividing the NAVD 88
 AC8410.geopotential number by the normal gravity value computed on the
 AC8410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8410.degrees latitude (g = 980.6199 gals.).
 AC8410
 AC8410.The modeled gravity was interpolated from observed gravity values.
 AC8410
 AC8410;                    North         East    Units  Estimated Accuracy
 AC8410;SPC TX S     - 5,244,550.      426,630.      MT  (+/- 180 meters Scaled)
 AC8410
 AC8410                          SUPERSEDED SURVEY CONTROL
 AC8410
 AC8410.No superseded survey control is available for this station.
 AC8410
 AC8410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR758838(NAD 83)
 AC8410_MARKER: I = METAL ROD
 AC8410_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8410_STAMPING: H 1519 1997
 AC8410_MARK LOGO: NGS   
 AC8410_PROJECTION: FLUSH
 AC8410_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8410+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8410_ROD/PIPE-DEPTH: 6.5  meters
 AC8410_SLEEVE-DEPTH  : 0.9 meters
 AC8410
 AC8410  HISTORY     - Date     Condition        Report By
 AC8410  HISTORY     - 1997     MONUMENTED       NGS
 AC8410
 AC8410                          STATION DESCRIPTION
 AC8410
 AC8410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8410'IN INGLESIDE, AT THE INTERSECTION OF MAIN AND 8TH STREETS, 50.0 M
 AC8410'(164.0 FT) NORTHWEST OF THE CENTER OF MAIN STREET, 6.6 M (21.7 FT)
 AC8410'NORTHEAST OF AND LEVEL WITH THE CENTER OF 8TH STREET, 1.2 M (3.9 FT)
 AC8410'SOUTHEAST OF A UTILITY POLE, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 AC8410'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AC8410'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0319 ***********************************************************************
 CS0319  DESIGNATION -  H 152
 CS0319  PID         -  CS0319
 CS0319  STATE/COUNTY-  TX/KAUFMAN
 CS0319  USGS QUAD   -  ROSSER (1963)
 CS0319
 CS0319                         *CURRENT SURVEY CONTROL
 CS0319  ___________________________________________________________________
 CS0319* NAD 83(1986)-  32 27 45.     (N)    096 27 14.     (W)     SCALED    
 CS0319* NAVD 88     -       112.015  (meters)     367.50   (feet)  ADJUSTED  
 CS0319  ___________________________________________________________________
 CS0319  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0319  DYNAMIC HT  -         111.888 (meters)     367.09  (feet)  COMP
 CS0319  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 CS0319
 CS0319  VERT ORDER  -  SECOND    CLASS 0
 CS0319
 CS0319.The horizontal coordinates were scaled from a topographic map and have
 CS0319.an estimated accuracy of +/- 6 seconds.
 CS0319
 CS0319.The orthometric height was determined by differential leveling
 CS0319.and adjusted by the National Geodetic Survey in June 1991..
 CS0319
 CS0319.The geoid height was determined by GEOID03.
 CS0319
 CS0319.The dynamic height is computed by dividing the NAVD 88
 CS0319.geopotential number by the normal gravity value computed on the
 CS0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0319.degrees latitude (g = 980.6199 gals.).
 CS0319
 CS0319.The modeled gravity was interpolated from observed gravity values.
 CS0319
 CS0319;                    North         East    Units  Estimated Accuracy
 CS0319;SPC TXNC     - 2,090,120.      792,340.      MT  (+/- 180 meters Scaled)
 CS0319
 CS0319                          SUPERSEDED SURVEY CONTROL
 CS0319
 CS0319  NGVD 29 (??/??/92)  112.020  (m)          367.52   (f) ADJ UNCH    2 0
 CS0319
 CS0319.Superseded values are not recommended for survey control.
 CS0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0319.See file dsdata.txt to determine how the superseded data were derived.
 CS0319
 CS0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA393945(NAD 83)
 CS0319_MARKER: DB = BENCH MARK DISK
 CS0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0319_SP_SET: WALL
 CS0319_STAMPING: H 152 1933
 CS0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0319
 CS0319  HISTORY     - Date     Condition        Report By
 CS0319  HISTORY     - 1933     MONUMENTED       CGS
 CS0319  HISTORY     - 1946     GOOD             NGS
 CS0319
 CS0319                          STATION DESCRIPTION
 CS0319
 CS0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0319'IN ROSSER.
 CS0319'AT T. AND N.O. DEPOT, IN SOUTH WALL OF BUILDING, 14 INCHES EAST OF
 CS0319'WHITE ENTRANCE, WEST SIDE OF BAY WINDOW, 4 FEET ABOVE GROUND. TABLET
 CS0319'CEMENTED IN VERTICAL FACE OF BRICK WALL.
 CS0319
 CS0319                          STATION RECOVERY (1946)
 CS0319
 CS0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8498 ***********************************************************************
 AC8498  DESIGNATION -  H 1520
 AC8498  PID         -  AC8498
 AC8498  STATE/COUNTY-  TX/NUECES
 AC8498  USGS QUAD   -  OSO CREEK NW (1975)
 AC8498
 AC8498                         *CURRENT SURVEY CONTROL
 AC8498  ___________________________________________________________________
 AC8498* NAD 83(1986)-  27 43 44.     (N)    097 24 46.     (W)     SCALED    
 AC8498* NAVD 88     -        15.806  (meters)      51.86   (feet)  ADJUSTED  
 AC8498  ___________________________________________________________________
 AC8498  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AC8498  DYNAMIC HT  -          15.782 (meters)      51.78  (feet)  COMP
 AC8498  MODELED GRAV-     979,125.7   (mgal)                       NAVD 88
 AC8498
 AC8498  VERT ORDER  -  FIRST     CLASS II
 AC8498
 AC8498.The horizontal coordinates were scaled from a topographic map and have
 AC8498.an estimated accuracy of +/- 6 seconds.
 AC8498
 AC8498.The orthometric height was determined by differential leveling
 AC8498.and adjusted by the National Geodetic Survey in December 1997..
 AC8498
 AC8498.The geoid height was determined by GEOID03.
 AC8498
 AC8498.The dynamic height is computed by dividing the NAVD 88
 AC8498.geopotential number by the normal gravity value computed on the
 AC8498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8498.degrees latitude (g = 980.6199 gals.).
 AC8498
 AC8498.The modeled gravity was interpolated from observed gravity values.
 AC8498
 AC8498;                    North         East    Units  Estimated Accuracy
 AC8498;SPC TX S     - 5,228,950.      407,200.      MT  (+/- 180 meters Scaled)
 AC8498
 AC8498                          SUPERSEDED SURVEY CONTROL
 AC8498
 AC8498.No superseded survey control is available for this station.
 AC8498
 AC8498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR564681(NAD 83)
 AC8498_MARKER: DD = SURVEY DISK
 AC8498_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8498_SP_SET: OVERPASS ABUTMENT
 AC8498_STAMPING: H 1520 52.594
 AC8498_MARK LOGO: TXHD  
 AC8498_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8498+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8498
 AC8498  HISTORY     - Date     Condition        Report By
 AC8498  HISTORY     - UNK      MONUMENTED       TXHD
 AC8498  HISTORY     - 19970209 GOOD             NGS
 AC8498
 AC8498                          STATION DESCRIPTION
 AC8498
 AC8498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8498'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 358 AND
 AC8498'KOSTORYZ ROAD, IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHEAST
 AC8498'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE
 AC8498'ROAD, 34.5 M (113.2 FT) SOUTHEAST OF THE ROAD CENTER, AND 8.6 M (28.2
 AC8498'FT) NORTHWEST OF AND LEVEL WITH THE CENTER OF THE WESTBOUND LANES OF
 AC8498'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0143 ***********************************************************************
 CS0143  DESIGNATION -  H 153
 CS0143  PID         -  CS0143
 CS0143  STATE/COUNTY-  TX/HUNT
 CS0143  USGS QUAD   -  WEST TAWAKONI (1980)
 CS0143
 CS0143                         *CURRENT SURVEY CONTROL
 CS0143  ___________________________________________________________________
 CS0143* NAD 83(1986)-  32 57 45.     (N)    096 07 04.     (W)     SCALED    
 CS0143* NAVD 88     -       137.184  (meters)     450.08   (feet)  ADJUSTED  
 CS0143  ___________________________________________________________________
 CS0143  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS0143  DYNAMIC HT  -         137.034 (meters)     449.59  (feet)  COMP
 CS0143  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 CS0143
 CS0143  VERT ORDER  -  SECOND    CLASS 0
 CS0143
 CS0143.The horizontal coordinates were scaled from a topographic map and have
 CS0143.an estimated accuracy of +/- 6 seconds.
 CS0143
 CS0143.The orthometric height was determined by differential leveling
 CS0143.and adjusted by the National Geodetic Survey in June 1991..
 CS0143
 CS0143.The geoid height was determined by GEOID03.
 CS0143
 CS0143.The dynamic height is computed by dividing the NAVD 88
 CS0143.geopotential number by the normal gravity value computed on the
 CS0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0143.degrees latitude (g = 980.6199 gals.).
 CS0143
 CS0143.The modeled gravity was interpolated from observed gravity values.
 CS0143
 CS0143;                    North         East    Units  Estimated Accuracy
 CS0143;SPC TXNC     - 2,146,220.      822,670.      MT  (+/- 180 meters Scaled)
 CS0143
 CS0143                          SUPERSEDED SURVEY CONTROL
 CS0143
 CS0143  NGVD 29 (??/??/92)  137.183  (m)          450.07   (f) ADJ UNCH    2 0
 CS0143
 CS0143.Superseded values are not recommended for survey control.
 CS0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0143.See file dsdata.txt to determine how the superseded data were derived.
 CS0143
 CS0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB694508(NAD 83)
 CS0143_MARKER: DB = BENCH MARK DISK
 CS0143_SETTING: 0 = UNSPECIFIED SETTING
 CS0143_STAMPING: H 153 1933
 CS0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0143
 CS0143  HISTORY     - Date     Condition        Report By
 CS0143  HISTORY     - 1933     MONUMENTED       CGS
 CS0143  HISTORY     - 1975     GOOD             USGS
 CS0143  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0143
 CS0143                          STATION DESCRIPTION
 CS0143
 CS0143'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 CS0143'13.1 MI S FROM GREENVILLE.
 CS0143'TO REACH FROM STATE HWY. 34 AND E-W DIRT CROSS ROADS IN CASH.  GO S.
 CS0143'ON HWY. 34 FOR 2.05 MI. TO DIRT RD.  GO RIGHT W. ON DIRT RD. FOR 0.5
 CS0143'MI. TO OLD RR GRADE AND BM SITE.  160 W. OF BR. AND 23 FT. S. OF
 CS0143'CENTER OF DIRT RD.
 CS0143
 CS0143                          STATION RECOVERY (1994)
 CS0143
 CS0143'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0532 ***********************************************************************
 DM0532  DESIGNATION -  H 154
 DM0532  PID         -  DM0532
 DM0532  STATE/COUNTY-  TX/LAMAR
 DM0532  USGS QUAD   -  COOPER NORTH (1964)
 DM0532
 DM0532                         *CURRENT SURVEY CONTROL
 DM0532  ___________________________________________________________________
 DM0532* NAD 83(1986)-  33 29 55.     (N)    095 38 06.     (W)     SCALED    
 DM0532* NAVD 88     -       134.080  (meters)     439.89   (feet)  ADJUSTED  
 DM0532  ___________________________________________________________________
 DM0532  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DM0532  DYNAMIC HT  -         133.939 (meters)     439.43  (feet)  COMP
 DM0532  MODELED GRAV-     979,580.8   (mgal)                       NAVD 88
 DM0532
 DM0532  VERT ORDER  -  SECOND    CLASS 0
 DM0532
 DM0532.The horizontal coordinates were scaled from a topographic map and have
 DM0532.an estimated accuracy of +/- 6 seconds.
 DM0532
 DM0532.The orthometric height was determined by differential leveling
 DM0532.and adjusted by the National Geodetic Survey in June 1991..
 DM0532
 DM0532.The geoid height was determined by GEOID03.
 DM0532
 DM0532.The dynamic height is computed by dividing the NAVD 88
 DM0532.geopotential number by the normal gravity value computed on the
 DM0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0532.degrees latitude (g = 980.6199 gals.).
 DM0532
 DM0532.The modeled gravity was interpolated from observed gravity values.
 DM0532
 DM0532;                    North         East    Units  Estimated Accuracy
 DM0532;SPC TXNC     - 2,206,780.      866,170.      MT  (+/- 180 meters Scaled)
 DM0532
 DM0532                          SUPERSEDED SURVEY CONTROL
 DM0532
 DM0532  NGVD 29 (??/??/92)  134.066  (m)          439.85   (f) ADJ UNCH    2 0
 DM0532
 DM0532.Superseded values are not recommended for survey control.
 DM0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0532.See file dsdata.txt to determine how the superseded data were derived.
 DM0532
 DM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT552096(NAD 83)
 DM0532_MARKER: DB = BENCH MARK DISK
 DM0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0532_STAMPING: H 154 1933
 DM0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0532+STABILITY: SURFACE MOTION
 DM0532
 DM0532  HISTORY     - Date     Condition        Report By
 DM0532  HISTORY     - 1933     MONUMENTED       CGS
 DM0532  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM0532
 DM0532                          STATION DESCRIPTION
 DM0532
 DM0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0532'12.5 MI S FROM PARIS.
 DM0532'12.5 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS R.R.  ABOUT ONE MILE
 DM0532'NORTH OF THE DELTA AND LAMAR COUNTY LINE.  6 TELEGRAPH POSTS SOUTH OF
 DM0532'MILEPOST 112.  20 FEET SOUTH OF A RURAL DIRT ROAD CROSSING RAILROAD.
 DM0532'IN RAILROAD RIGHT-OF-WAY 30 FEET WEST OF TRACK CENTER LINE.  TABLET IN
 DM0532'TOP OF CONCRETE POST.
 DM0532
 DM0532                          STATION RECOVERY (1995)
 DM0532
 DM0532'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0404 ***********************************************************************
 DM0404  DESIGNATION -  H 155
 DM0404  PID         -  DM0404
 DM0404  STATE/COUNTY-  TX/LAMAR
 DM0404  USGS QUAD   -  DEPORT (1964)
 DM0404
 DM0404                         *CURRENT SURVEY CONTROL
 DM0404  ___________________________________________________________________
 DM0404* NAD 83(1986)-  33 32 14.     (N)    095 20 33.     (W)     SCALED    
 DM0404* NAVD 88     -       134.507  (meters)     441.30   (feet)  ADJUSTED  
 DM0404  ___________________________________________________________________
 DM0404  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DM0404  DYNAMIC HT  -         134.366 (meters)     440.83  (feet)  COMP
 DM0404  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 DM0404
 DM0404  VERT ORDER  -  SECOND    CLASS 0
 DM0404
 DM0404.The horizontal coordinates were scaled from a topographic map and have
 DM0404.an estimated accuracy of +/- 6 seconds.
 DM0404
 DM0404.The orthometric height was determined by differential leveling
 DM0404.and adjusted by the National Geodetic Survey in June 1991..
 DM0404
 DM0404.The geoid height was determined by GEOID03.
 DM0404
 DM0404.The dynamic height is computed by dividing the NAVD 88
 DM0404.geopotential number by the normal gravity value computed on the
 DM0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0404.degrees latitude (g = 980.6199 gals.).
 DM0404
 DM0404.The modeled gravity was interpolated from observed gravity values.
 DM0404
 DM0404;                    North         East    Units  Estimated Accuracy
 DM0404;SPC TXNC     - 2,211,840.      893,210.      MT  (+/- 180 meters Scaled)
 DM0404
 DM0404                          SUPERSEDED SURVEY CONTROL
 DM0404
 DM0404  NGVD 29 (??/??/92)  134.501  (m)          441.28   (f) ADJ UNCH    2 0
 DM0404
 DM0404.Superseded values are not recommended for survey control.
 DM0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0404.See file dsdata.txt to determine how the superseded data were derived.
 DM0404
 DM0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT824133(NAD 83)
 DM0404_MARKER: DB = BENCH MARK DISK
 DM0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0404_STAMPING: H 155 1933
 DM0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0404+STABILITY: SURFACE MOTION
 DM0404
 DM0404  HISTORY     - Date     Condition        Report By
 DM0404  HISTORY     - 1933     MONUMENTED       CGS
 DM0404  HISTORY     - 1942     GOOD             NGS
 DM0404  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM0404
 DM0404                          STATION DESCRIPTION
 DM0404
 DM0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0404'1.7 MI NW FROM DEPORT.
 DM0404'1.7 MILES NORTHWEST OF, ALONG P. AND M.P.RY.  CONCRETE POST, 135 FEET
 DM0404'NORTHEAST OF MILEPOST 15, IN SOUTHWEST END OF CHURCH YARD, 90 FEET
 DM0404'NORTHEAST OF LANE CROSSING, SOUTH EDGE OF PROPOSED HIGHWAY RIGHT OF
 DM0404'WAY (STA. 755 PLUS 00), 6 FEET WEST OF POWER LINE POLE NO. 5, 45 FEET
 DM0404'NORTH OF RAILROAD CENTER-LINE.  TABLET ON TOP OF CONCRETE POST. NOTE--
 DM0404'THE PROPOSED HIGHWAY HAS BEEN BUILT.
 DM0404
 DM0404                          STATION RECOVERY (1942)
 DM0404
 DM0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 DM0404'RECOVERED IN GOOD CONDITION.
 DM0404
 DM0404                          STATION RECOVERY (1995)
 DM0404
 DM0404'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0262 ***********************************************************************
 DM0262  DESIGNATION -  H 156
 DM0262  PID         -  DM0262
 DM0262  STATE/COUNTY-  TX/TITUS
 DM0262  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM0262
 DM0262                         *CURRENT SURVEY CONTROL
 DM0262  ___________________________________________________________________
 DM0262* NAD 83(1986)-  33 09 30.     (N)    094 58 01.     (W)     SCALED    
 DM0262* NAVD 88     -       123.423  (meters)     404.93   (feet)  ADJUSTED  
 DM0262  ___________________________________________________________________
 DM0262  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM0262  DYNAMIC HT  -         123.288 (meters)     404.49  (feet)  COMP
 DM0262  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 DM0262
 DM0262  VERT ORDER  -  SECOND    CLASS 0
 DM0262
 DM0262.The horizontal coordinates were scaled from a topographic map and have
 DM0262.an estimated accuracy of +/- 6 seconds.
 DM0262
 DM0262.The orthometric height was determined by differential leveling
 DM0262.and adjusted by the National Geodetic Survey in June 1991..
 DM0262
 DM0262.The geoid height was determined by GEOID03.
 DM0262
 DM0262.The dynamic height is computed by dividing the NAVD 88
 DM0262.geopotential number by the normal gravity value computed on the
 DM0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0262.degrees latitude (g = 980.6199 gals.).
 DM0262
 DM0262.The modeled gravity was interpolated from observed gravity values.
 DM0262
 DM0262;                    North         East    Units  Estimated Accuracy
 DM0262;SPC TXNC     - 2,170,950.      929,480.      MT  (+/- 180 meters Scaled)
 DM0262
 DM0262                          SUPERSEDED SURVEY CONTROL
 DM0262
 DM0262  NGVD 29 (??/??/92)  123.431  (m)          404.96   (f) ADJ UNCH    2 0
 DM0262
 DM0262.Superseded values are not recommended for survey control.
 DM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0262.See file dsdata.txt to determine how the superseded data were derived.
 DM0262
 DM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS165705(NAD 83)
 DM0262_MARKER: DB = BENCH MARK DISK
 DM0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0262_SP_SET: BUILDING
 DM0262_STAMPING: H 156 1933 404.957
 DM0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0262
 DM0262  HISTORY     - Date     Condition        Report By
 DM0262  HISTORY     - 1933     MONUMENTED       CGS
 DM0262  HISTORY     - 1966     GOOD             NGS
 DM0262
 DM0262                          STATION DESCRIPTION
 DM0262
 DM0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DM0262'IN MT PLEASANT.
 DM0262'AT MT. PLEASANT, TITUS COUNTY, AT THE ST. LOUIS SOUTHWESTERN RAILWAY
 DM0262'STATION, NORTH OF THIRD STREET, IN THE EAST BRICK WALL FACING THE
 DM0262'TRACKS, ABOUT 30 FEET WEST OF THE CENTER LINE OF THE MAIN TRACK, AND
 DM0262'ABOUT 3-1/2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED 404.957 H 156
 DM0262'1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0313 ***********************************************************************
 DM0313  DESIGNATION -  H 157
 DM0313  PID         -  DM0313
 DM0313  STATE/COUNTY-  TX/BOWIE
 DM0313  USGS QUAD   -  BASSETT (1975)
 DM0313
 DM0313                         *CURRENT SURVEY CONTROL
 DM0313  ___________________________________________________________________
 DM0313* NAD 83(1986)-  33 16 16.     (N)    094 36 19.     (W)     SCALED    
 DM0313* NAVD 88     -        78.093  (meters)     256.21   (feet)  ADJUSTED  
 DM0313  ___________________________________________________________________
 DM0313  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DM0313  DYNAMIC HT  -          78.009 (meters)     255.93  (feet)  COMP
 DM0313  MODELED GRAV-     979,556.6   (mgal)                       NAVD 88
 DM0313
 DM0313  VERT ORDER  -  SECOND    CLASS 0
 DM0313
 DM0313.The horizontal coordinates were scaled from a topographic map and have
 DM0313.an estimated accuracy of +/- 6 seconds.
 DM0313
 DM0313.The orthometric height was determined by differential leveling
 DM0313.and adjusted by the National Geodetic Survey in June 1991..
 DM0313
 DM0313.The geoid height was determined by GEOID03.
 DM0313
 DM0313.The dynamic height is computed by dividing the NAVD 88
 DM0313.geopotential number by the normal gravity value computed on the
 DM0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0313.degrees latitude (g = 980.6199 gals.).
 DM0313
 DM0313.The modeled gravity was interpolated from observed gravity values.
 DM0313
 DM0313;                    North         East    Units  Estimated Accuracy
 DM0313;SPC TXNC     - 2,184,640.      962,730.      MT  (+/- 180 meters Scaled)
 DM0313
 DM0313                          SUPERSEDED SURVEY CONTROL
 DM0313
 DM0313  NGVD 29 (??/??/92)   78.105  (m)          256.25   (f) ADJ UNCH    2 0
 DM0313
 DM0313.Superseded values are not recommended for survey control.
 DM0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0313.See file dsdata.txt to determine how the superseded data were derived.
 DM0313
 DM0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS504824(NAD 83)
 DM0313_MARKER: DD = SURVEY DISK
 DM0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0313_STAMPING: 256.249 H 157 1933
 DM0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0313+STABILITY: SURFACE MOTION
 DM0313
 DM0313  HISTORY     - Date     Condition        Report By
 DM0313  HISTORY     - 1933     MONUMENTED       CGS
 DM0313  HISTORY     - 1965     GOOD             USGS
 DM0313  HISTORY     - 19971025 GOOD             USPSQD
 DM0313
 DM0313                          STATION DESCRIPTION
 DM0313
 DM0313'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DM0313'4.0 MI SW FROM BASSETT.
 DM0313'IN BOWIE COUNTY, ABOUT 4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 67, FROM
 DM0313'INTERSECTION OF FARM ROAD 990 AND U.S.67, AT BASSETT.  ABOUT 2.4 MILES
 DM0313'SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY, FROM DARDEN
 DM0313'SIDING, ABOUT 17 POLES SOUTHWEST OF MILEPOST 464, 60 FEET SOUTHWEST OF
 DM0313'A DIRT-ROAD CROSSING, ABOUT 245 FEET SOUTHEAST OF U.S. HIGHWAY 67, AND
 DM0313'47 FEET NORTHWEST OF CENTERLINE OF TRACKS.  A STANDARD DISK, STAMPED
 DM0313'256.249 H 157 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DM0313
 DM0313                          STATION RECOVERY (1997)
 DM0313
 DM0313'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0214 ***********************************************************************
 DM0214  DESIGNATION -  H 158
 DM0214  PID         -  DM0214
 DM0214  STATE/COUNTY-  TX/CASS
 DM0214  USGS QUAD   -  DOMINO (1975)
 DM0214
 DM0214                         *CURRENT SURVEY CONTROL
 DM0214  ___________________________________________________________________
 DM0214* NAD 83(1986)-  33 15 09.     (N)    094 07 29.     (W)     SCALED    
 DM0214* NAVD 88     -        71.061  (meters)     233.14   (feet)  ADJUSTED  
 DM0214  ___________________________________________________________________
 DM0214  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM0214  DYNAMIC HT  -          70.984 (meters)     232.89  (feet)  COMP
 DM0214  MODELED GRAV-     979,558.5   (mgal)                       NAVD 88
 DM0214
 DM0214  VERT ORDER  -  SECOND    CLASS 0
 DM0214
 DM0214.The horizontal coordinates were scaled from a topographic map and have
 DM0214.an estimated accuracy of +/- 6 seconds.
 DM0214
 DM0214.The orthometric height was determined by differential leveling
 DM0214.and adjusted by the National Geodetic Survey in June 1991..
 DM0214
 DM0214.The geoid height was determined by GEOID03.
 DM0214
 DM0214.The dynamic height is computed by dividing the NAVD 88
 DM0214.geopotential number by the normal gravity value computed on the
 DM0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0214.degrees latitude (g = 980.6199 gals.).
 DM0214
 DM0214.The modeled gravity was interpolated from observed gravity values.
 DM0214
 DM0214;                    North         East    Units  Estimated Accuracy
 DM0214;SPC TXNC     - 2,184,340.    1,007,550.      MT  (+/- 180 meters Scaled)
 DM0214
 DM0214                          SUPERSEDED SURVEY CONTROL
 DM0214
 DM0214  NGVD 29 (??/??/92)   71.094  (m)          233.25   (f) ADJ UNCH    2 0
 DM0214
 DM0214.Superseded values are not recommended for survey control.
 DM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0214.See file dsdata.txt to determine how the superseded data were derived.
 DM0214
 DM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS952798(NAD 83)
 DM0214_MARKER: DB = BENCH MARK DISK
 DM0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0214_SP_SET: CULVERT
 DM0214_STAMPING: H 158 1934
 DM0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0214
 DM0214  HISTORY     - Date     Condition        Report By
 DM0214  HISTORY     - 1934     MONUMENTED       CGS
 DM0214  HISTORY     - 1935     MARK NOT FOUND   NGS
 DM0214
 DM0214                          STATION DESCRIPTION
 DM0214
 DM0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0214'1.3 MI N FROM SPRINGDALE.
 DM0214'ABOUT 1.3 MILES NORTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 DM0214'SPRINGDALE, CASS COUNTY, BETWEEN THE SECOND AND THIRD POLES NORTH OF
 DM0214'MILEPOST 14, AT A CULVERT, IN THE CENTER OF THE TOP OF THE WEST
 DM0214'CONCRETE HEAD WALL, AND ABOUT 10 FEET WEST OF THE CENTER LINE OF THE
 DM0214'TRACK.  A STANDARD DISK, STAMPED H 158 1934.
 DM0214
 DM0214                          STATION RECOVERY (1935)
 DM0214
 DM0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0034 ***********************************************************************
 AB0034  DESIGNATION -  H 16
 AB0034  PID         -  AB0034
 AB0034  STATE/COUNTY-  TX/CAMERON
 AB0034  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0034
 AB0034                         *CURRENT SURVEY CONTROL
 AB0034  ___________________________________________________________________
 AB0034* NAD 83(1986)-  25 54 04.     (N)    097 25 55.     (W)     SCALED    
 AB0034* NAVD 88     -         5.753  (meters)      18.87   (feet)  ADJUSTED  
 AB0034  ___________________________________________________________________
 AB0034  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 AB0034  DYNAMIC HT  -           5.744 (meters)      18.85  (feet)  COMP
 AB0034  MODELED GRAV-     979,033.1   (mgal)                       NAVD 88
 AB0034
 AB0034  VERT ORDER  -  SECOND    CLASS 0
 AB0034
 AB0034.This mark is at Brownsville/south Padre Is Intl (BRO) Airport (BRO)
 AB0034
 AB0034.The horizontal coordinates were scaled from a topographic map and have
 AB0034.an estimated accuracy of +/- 6 seconds.
 AB0034
 AB0034.The orthometric height was determined by differential leveling
 AB0034.and adjusted by the National Geodetic Survey in June 1991..
 AB0034
 AB0034.The geoid height was determined by GEOID03.
 AB0034
 AB0034.The dynamic height is computed by dividing the NAVD 88
 AB0034.geopotential number by the normal gravity value computed on the
 AB0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0034.degrees latitude (g = 980.6199 gals.).
 AB0034
 AB0034.The modeled gravity was interpolated from observed gravity values.
 AB0034
 AB0034;                    North         East    Units  Estimated Accuracy
 AB0034;SPC TX S     - 5,026,430.      407,030.      MT  (+/- 180 meters Scaled)
 AB0034
 AB0034                          SUPERSEDED SURVEY CONTROL
 AB0034
 AB0034  NGVD 29 (??/??/92)    5.847  (m)           19.18   (f) ADJ UNCH    2 0
 AB0034
 AB0034.Superseded values are not recommended for survey control.
 AB0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0034.See file dsdata.txt to determine how the superseded data were derived.
 AB0034
 AB0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP570656(NAD 83)
 AB0034_MARKER: DB = BENCH MARK DISK
 AB0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0034_STAMPING: H 16 1929
 AB0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0034+STABILITY: SURFACE MOTION
 AB0034
 AB0034  HISTORY     - Date     Condition        Report By
 AB0034  HISTORY     - 1929     MONUMENTED       USGS
 AB0034  HISTORY     - 1950     MARK NOT FOUND   NGS
 AB0034  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0034  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0034  HISTORY     - 19910325 MARK NOT FOUND   USPSQD
 AB0034
 AB0034                          STATION DESCRIPTION
 AB0034
 AB0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0034'IN RIO GRAND INT AIRPORT.
 AB0034'AT RIO GRANDE VALLEY INTERNATIONAL AIRPORT (FORMERLY BROWNSVILLE
 AB0034'AIRPORT), CAMERON COUNTY, 0.25 MILE SOUTH ALONG A DIRT TRAIL FROM THE
 AB0034'GATE ON SUNRISE AVENUE, 182 FEET SOUTH OF THE CENTER OF A GATE INTO
 AB0034'THE LANDING AREA, 132 FEET SOUTH ALONG A FENCE FROM THE SOUTH EDGE OF
 AB0034'RUNWAY 4-22, AND 25.5 FEET EAST OF THE FENCE.  A UNITED STATES
 AB0034'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 16 1929 AND SET IN THE TOP
 AB0034'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 AB0034
 AB0034                          STATION RECOVERY (1963)
 AB0034
 AB0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0034'MARK NOT FOUND.
 AB0034
 AB0034                          STATION RECOVERY (1990)
 AB0034
 AB0034'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0034'MARK NOT FOUND.
 AB0034
 AB0034                          STATION RECOVERY (1991)
 AB0034
 AB0034'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0370 ***********************************************************************
 CT0370  DESIGNATION -  H 16
 CT0370  PID         -  CT0370
 CT0370  STATE/COUNTY-  TX/SHACKELFORD
 CT0370  USGS QUAD   -  ROUND HILL (1965)
 CT0370
 CT0370                         *CURRENT SURVEY CONTROL
 CT0370  ___________________________________________________________________
 CT0370* NAD 83(1986)-  32 45 32.     (N)    099 16 25.     (W)     SCALED    
 CT0370* NAVD 88     -       434.977  (meters)    1427.09   (feet)  ADJUSTED  
 CT0370  ___________________________________________________________________
 CT0370  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CT0370  DYNAMIC HT  -         434.428 (meters)    1425.29  (feet)  COMP
 CT0370  MODELED GRAV-     979,363.7   (mgal)                       NAVD 88
 CT0370
 CT0370  VERT ORDER  -  SECOND    CLASS 0
 CT0370
 CT0370.The horizontal coordinates were scaled from a topographic map and have
 CT0370.an estimated accuracy of +/- 6 seconds.
 CT0370
 CT0370.The orthometric height was determined by differential leveling
 CT0370.and adjusted by the National Geodetic Survey in June 1991..
 CT0370
 CT0370.The geoid height was determined by GEOID03.
 CT0370
 CT0370.The dynamic height is computed by dividing the NAVD 88
 CT0370.geopotential number by the normal gravity value computed on the
 CT0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0370.degrees latitude (g = 980.6199 gals.).
 CT0370
 CT0370.The modeled gravity was interpolated from observed gravity values.
 CT0370
 CT0370;                    North         East    Units  Estimated Accuracy
 CT0370;SPC TXNC     - 2,121,380.      527,520.      MT  (+/- 180 meters Scaled)
 CT0370
 CT0370                          SUPERSEDED SURVEY CONTROL
 CT0370
 CT0370  NGVD 29 (??/??/92)  434.858  (m)         1426.70   (f) ADJ UNCH    2 0
 CT0370
 CT0370.Superseded values are not recommended for survey control.
 CT0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0370.See file dsdata.txt to determine how the superseded data were derived.
 CT0370
 CT0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB743245(NAD 83)
 CT0370_MARKER: DB = BENCH MARK DISK
 CT0370_SETTING: 0 = UNSPECIFIED SETTING
 CT0370_STAMPING: H 16 1923 TEXAS
 CT0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0370
 CT0370  HISTORY     - Date     Condition        Report By
 CT0370  HISTORY     - 1923     MONUMENTED       USGS
 CT0370  HISTORY     - 1964     GOOD             USGS
 CT0370
 CT0370                          STATION DESCRIPTION
 CT0370
 CT0370'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 CT0370'3.1 MI N FROM ALBANY.
 CT0370'3.1 MI. N. ALONG U. S. HIGHWAY 283 FROM ALBANY, SHACKLEFORD COUNTY, 27
 CT0370'FT. SOUTH OF THE CENTERLINE OF A T-ROAD LEADING EAST, 50 FEET EAST OF
 CT0370'THE CENTERLINE OF THE HIGHWAY.  THE POST IS PROJECTING 12 INCHES AND
 CT0370'APPARENTLY LEANS A LITTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0163 ***********************************************************************
 CR0163  DESIGNATION -  H 160
 CR0163  PID         -  CR0163
 CR0163  STATE/COUNTY-  TX/GREGG
 CR0163  USGS QUAD   -  LAKEPORT (1983)
 CR0163
 CR0163                         *CURRENT SURVEY CONTROL
 CR0163  ___________________________________________________________________
 CR0163* NAD 83(1986)-  32 29 06.     (N)    094 44 36.     (W)     SCALED    
 CR0163* NAVD 88     -        88.068  (meters)     288.94   (feet)  ADJUSTED  
 CR0163  ___________________________________________________________________
 CR0163  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR0163  DYNAMIC HT  -          87.967 (meters)     288.61  (feet)  COMP
 CR0163  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 CR0163
 CR0163  VERT ORDER  -  SECOND    CLASS 0
 CR0163
 CR0163.The horizontal coordinates were scaled from a topographic map and have
 CR0163.an estimated accuracy of +/- 6 seconds.
 CR0163
 CR0163.The orthometric height was determined by differential leveling
 CR0163.and adjusted by the National Geodetic Survey in June 1991..
 CR0163
 CR0163.The geoid height was determined by GEOID03.
 CR0163
 CR0163.The dynamic height is computed by dividing the NAVD 88
 CR0163.geopotential number by the normal gravity value computed on the
 CR0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0163.degrees latitude (g = 980.6199 gals.).
 CR0163
 CR0163.The modeled gravity was interpolated from observed gravity values.
 CR0163
 CR0163;                    North         East    Units  Estimated Accuracy
 CR0163;SPC TXNC     - 2,097,060.      953,000.      MT  (+/- 180 meters Scaled)
 CR0163
 CR0163                          SUPERSEDED SURVEY CONTROL
 CR0163
 CR0163  NGVD 29 (??/??/92)   88.098  (m)          289.03   (f) ADJ UNCH    2 0
 CR0163
 CR0163.Superseded values are not recommended for survey control.
 CR0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0163.See file dsdata.txt to determine how the superseded data were derived.
 CR0163
 CR0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR361955(NAD 83)
 CR0163_MARKER: DB = BENCH MARK DISK
 CR0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0163_STAMPING: H 160 1934
 CR0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0163+STABILITY: SURFACE MOTION
 CR0163
 CR0163  HISTORY     - Date     Condition        Report By
 CR0163  HISTORY     - 1934     MONUMENTED       CGS
 CR0163  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0163
 CR0163                          STATION DESCRIPTION
 CR0163
 CR0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0163'1.2 MI SW FROM LONGVIEW.
 CR0163'1.2 MILES SOUTHWEST OF LONGVIEW JUNCTION, ALONG INTERNATIONAL GREAT
 CR0163'NORTHERN R.R. OPPOSITE 2ND TELEGRAPH POST NORTH OF MILEPOST 80.  IN
 CR0163'SOUTHWEST CORNER OF CROSSING, ABOUT 8 YARDS SOUTH OF ROAD C.L., (DIRT
 CR0163'ROAD IS A CONTINUATION OF SOUTH CENTER STREET).  24 YARDS EAST OF
 CR0163'SABINE STREET.  IN R.R. RIGHT OF WAY, 13 YARDS WEST OF TRACK C.L.
 CR0163'TABLET SET IN TOP OF CONCRETE POST.
 CR0163
 CR0163                          STATION RECOVERY (1977)
 CR0163
 CR0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0458 ***********************************************************************
 CR0458  DESIGNATION -  H 161
 CR0458  PID         -  CR0458
 CR0458  STATE/COUNTY-  TX/CHEROKEE
 CR0458  USGS QUAD   -  GRIFFIN (1973)
 CR0458
 CR0458                         *CURRENT SURVEY CONTROL
 CR0458  ___________________________________________________________________
 CR0458* NAD 83(1986)-  32 06 53.     (N)    095 07 23.     (W)     SCALED    
 CR0458* NAVD 88     -       125.800  (meters)     412.73   (feet)  ADJUSTED  
 CR0458  ___________________________________________________________________
 CR0458  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR0458  DYNAMIC HT  -         125.651 (meters)     412.24  (feet)  COMP
 CR0458  MODELED GRAV-     979,450.6   (mgal)                       NAVD 88
 CR0458
 CR0458  VERT ORDER  -  SECOND    CLASS 0
 CR0458
 CR0458.The horizontal coordinates were scaled from a topographic map and have
 CR0458.an estimated accuracy of +/- 6 seconds.
 CR0458
 CR0458.The orthometric height was determined by differential leveling
 CR0458.and adjusted by the National Geodetic Survey in June 1991..
 CR0458
 CR0458.The geoid height was determined by GEOID03.
 CR0458
 CR0458.The dynamic height is computed by dividing the NAVD 88
 CR0458.geopotential number by the normal gravity value computed on the
 CR0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0458.degrees latitude (g = 980.6199 gals.).
 CR0458
 CR0458.The modeled gravity was interpolated from observed gravity values.
 CR0458
 CR0458;                    North         East    Units  Estimated Accuracy
 CR0458;SPC TX C     - 3,282,910.    1,191,580.      MT  (+/- 180 meters Scaled)
 CR0458
 CR0458                          SUPERSEDED SURVEY CONTROL
 CR0458
 CR0458  NGVD 29 (??/??/92)  125.826  (m)          412.81   (f) ADJ UNCH    2 0
 CR0458
 CR0458.Superseded values are not recommended for survey control.
 CR0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0458.See file dsdata.txt to determine how the superseded data were derived.
 CR0458
 CR0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR996551(NAD 83)
 CR0458_MARKER: DB = BENCH MARK DISK
 CR0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0458_SP_SET: FOOTING
 CR0458_STAMPING: H-161 1934
 CR0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0458
 CR0458  HISTORY     - Date     Condition        Report By
 CR0458  HISTORY     - 1934     MONUMENTED       CGS
 CR0458  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0458
 CR0458                          STATION DESCRIPTION
 CR0458
 CR0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0458'2.2 MI SW FROM TROUP.
 CR0458'2.2 MILES SOUTHWEST OF, ALONG I. AND G.N.R.R. .2 MILES NORTH OF ROAD
 CR0458'CROSSING, 20 FEET EAST OF SIGNAL LIGHT MARKED 433, 10 FEET EAST OF
 CR0458'TRACK IN SOUTHWEST CORNER OF 4 BY 4 FOOT CONCRETE FOOTING TO SIGNAL
 CR0458'LIGHT MARKED 432.  TABLET SET HORIZONTALLY IN CONCRETE 2 FEET ABOVE
 CR0458'THE GROUND STAMPED, H-161, 1934.
 CR0458
 CR0458                          STATION RECOVERY (1973)
 CR0458
 CR0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0880 ***********************************************************************
 BL0880  DESIGNATION -  H 164
 BL0880  PID         -  BL0880
 BL0880  STATE/COUNTY-  TX/TRINITY
 BL0880  USGS QUAD   -  CARLISLE (1972)
 BL0880
 BL0880                         *CURRENT SURVEY CONTROL
 BL0880  ___________________________________________________________________
 BL0880* NAD 83(1986)-  30 51 29.     (N)    095 11 22.     (W)     SCALED    
 BL0880* NAVD 88     -        54.17   (+/-2cm)     177.7    (feet)  VERTCON   
 BL0880  ___________________________________________________________________
 BL0880  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL0880
 BL0880  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0880
 BL0880.The horizontal coordinates were scaled from a topographic map and have
 BL0880.an estimated accuracy of +/- 6 seconds.
 BL0880
 BL0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0880.The vertical order pertains to the NGVD 29 superseded value.
 BL0880
 BL0880.The geoid height was determined by GEOID03.
 BL0880
 BL0880;                    North         East    Units  Estimated Accuracy
 BL0880;SPC TX C     - 3,143,440.    1,191,760.      MT  (+/- 180 meters Scaled)
 BL0880
 BL0880                          SUPERSEDED SURVEY CONTROL
 BL0880
 BL0880  NGVD 29 (??/??/92)   54.185  (m)          177.77   (f) ADJ UNCH    2 0
 BL0880
 BL0880.Superseded values are not recommended for survey control.
 BL0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0880.See file dsdata.txt to determine how the superseded data were derived.
 BL0880
 BL0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ906159(NAD 83)
 BL0880_MARKER: DB = BENCH MARK DISK
 BL0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0880_STAMPING: H 164 1934 177.900
 BL0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0880+STABILITY: SURFACE MOTION
 BL0880
 BL0880  HISTORY     - Date     Condition        Report By
 BL0880  HISTORY     - 1934     MONUMENTED       CGS
 BL0880  HISTORY     - 1947     GOOD             NGS
 BL0880  HISTORY     - 1951     MARK NOT FOUND   NGS
 BL0880  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0880
 BL0880                          STATION DESCRIPTION
 BL0880
 BL0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0880'1.5 MI E FROM CARLISLE.
 BL0880'1.5 MILES EAST ALONG THE WACO, BEAUMONT, TRINITY AND SABINE RAILROAD
 BL0880'FROM THE POST OFFICE AT CARLISLE, 0.2 MILE EAST OF A ROAD CROSSING, 37
 BL0880'YARDS NORTH OF THE CENTER LINE OF A ROAD, 35.0 FEET NORTH OF THE
 BL0880'CENTER LINE OF THE TRACK, ABOUT 1.0 FOOT BELOW TRACK LEVEL, 32.0 FEET
 BL0880'WEST OF A 2-FOOT PINE TREE, 11.0 FEET SOUTH OF A FENCE, 2.0 FEET WEST
 BL0880'OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 BL0880'8-INCHES ABOVE THE GROUND.
 BL0880
 BL0880                          STATION RECOVERY (1951)
 BL0880
 BL0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 BL0880'MARK NOT FOUND.
 BL0880
 BL0880                          STATION RECOVERY (1996)
 BL0880
 BL0880'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0027 ***********************************************************************
 BL0027  DESIGNATION -  H 165
 BL0027  PID         -  BL0027
 BL0027  STATE/COUNTY-  TX/TYLER
 BL0027  USGS QUAD   -  WOODVILLE (1984)
 BL0027
 BL0027                         *CURRENT SURVEY CONTROL
 BL0027  ___________________________________________________________________
 BL0027* NAD 83(1986)-  30 46 29.     (N)    094 25 51.     (W)     SCALED    
 BL0027* NAVD 88     -        75.80   (+/-2cm)     248.7    (feet)  VERTCON   
 BL0027  ___________________________________________________________________
 BL0027  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL0027
 BL0027  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0027
 BL0027.The horizontal coordinates were scaled from a topographic map and have
 BL0027.an estimated accuracy of +/- 6 seconds.
 BL0027
 BL0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0027.The vertical order pertains to the NGVD 29 superseded value.
 BL0027
 BL0027.The geoid height was determined by GEOID03.
 BL0027
 BL0027;                    North         East    Units  Estimated Accuracy
 BL0027;SPC TX C     - 3,137,820.    1,264,710.      MT  (+/- 180 meters Scaled)
 BL0027
 BL0027                          SUPERSEDED SURVEY CONTROL
 BL0027
 BL0027  NGVD 29 (??/??/92)   75.794  (m)          248.67   (f) ADJ UNCH    2 0
 BL0027
 BL0027.Superseded values are not recommended for survey control.
 BL0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0027.See file dsdata.txt to determine how the superseded data were derived.
 BL0027
 BL0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ630055(NAD 83)
 BL0027_MARKER: DB = BENCH MARK DISK
 BL0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0027_STAMPING: H 165 1934 248.713
 BL0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0027+STABILITY: SURFACE MOTION
 BL0027
 BL0027  HISTORY     - Date     Condition        Report By
 BL0027  HISTORY     - 1934     MONUMENTED       CGS
 BL0027  HISTORY     - 1949     GOOD             NGS
 BL0027
 BL0027                          STATION DESCRIPTION
 BL0027
 BL0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0027'0.9 MI W FROM WOODVILLE.
 BL0027'1.0 MILE WEST ALONG OLD ABANDONED STATE HIGHWAY 45 FROM WOODVILLE,
 BL0027'TYLER COUNTY, 396 FEET EAST OF THE BRIDGE OVER LITTLE TURKEY CREEK,
 BL0027'129 FEET WEST OF THE GATE TO THE B. R. GANT HOME, AND 57 FEET SOUTH OF
 BL0027'THE CENTERLINE OF THE OLD HIGHWAY.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0554 ***********************************************************************
 BL0554  DESIGNATION -  H 166
 BL0554  PID         -  BL0554
 BL0554  STATE/COUNTY-  TX/POLK
 BL0554  USGS QUAD   -  GOODRICH (1984)
 BL0554
 BL0554                         *CURRENT SURVEY CONTROL
 BL0554  ___________________________________________________________________
 BL0554* NAD 83(1986)-  30 34 43.     (N)    094 56 46.     (W)     SCALED    
 BL0554* NAVD 88     -        27.29   (+/-2cm)      89.5    (feet)  VERTCON   
 BL0554  ___________________________________________________________________
 BL0554  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0554
 BL0554  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0554
 BL0554.The horizontal coordinates were scaled from a topographic map and have
 BL0554.an estimated accuracy of +/- 6 seconds.
 BL0554
 BL0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0554.The vertical order pertains to the NGVD 29 superseded value.
 BL0554
 BL0554.The geoid height was determined by GEOID03.
 BL0554
 BL0554;                    North         East    Units  Estimated Accuracy
 BL0554;SPC TX C     - 3,113,600.    1,216,500.      MT  (+/- 180 meters Scaled)
 BL0554
 BL0554                          SUPERSEDED SURVEY CONTROL
 BL0554
 BL0554  NGVD 29 (??/??/92)   27.306  (m)           89.59   (f) ADJ UNCH    2 0
 BL0554
 BL0554.Superseded values are not recommended for survey control.
 BL0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0554.See file dsdata.txt to determine how the superseded data were derived.
 BL0554
 BL0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP133845(NAD 83)
 BL0554_MARKER: DB = BENCH MARK DISK
 BL0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0554_STAMPING: 89.701 H 166 1934
 BL0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0554+STABILITY: SURFACE MOTION
 BL0554
 BL0554  HISTORY     - Date     Condition        Report By
 BL0554  HISTORY     - 1934     MONUMENTED       CGS
 BL0554  HISTORY     - 1954     GOOD             NGS
 BL0554  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0554  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0554  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 BL0554  HISTORY     - 20050708 MARK NOT FOUND   USPSQD
 BL0554
 BL0554                          STATION DESCRIPTION
 BL0554
 BL0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0554'6.2 MI N FROM SHEPHERD.
 BL0554'IN POLK COUNTY, 6.2 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS
 BL0554'RAILROAD FROM SHEPHERD, SAN JACINTO COUNTY, 17 POLES NORTH OF MILEPOST
 BL0554'61, AT A ROAD CROSSING, 73 FEET WEST OF U.S. HIGHWAY 59, 43 FEET EAST
 BL0554'OF THE TRACK, 12 FEET SOUTH OF A GATE, AND 2 FEET WEST OF THE
 BL0554'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 89.701 H 166 1934 AND
 BL0554'SET IN THE TOP OF A CONCRETE POST.
 BL0554
 BL0554                          STATION RECOVERY (1977)
 BL0554
 BL0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0554'MARK NOT FOUND.
 BL0554
 BL0554                          STATION RECOVERY (1997)
 BL0554
 BL0554'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0554'MARK NOT FOUND.
 BL0554
 BL0554                          STATION RECOVERY (2004)
 BL0554
 BL0554'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0554'MARK NOT FOUND.
 BL0554
 BL0554                          STATION RECOVERY (2005)
 BL0554
 BL0554'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0458 ***********************************************************************
 BL0458  DESIGNATION -  H 167
 BL0458  PID         -  BL0458
 BL0458  STATE/COUNTY-  TX/LIBERTY
 BL0458  USGS QUAD   -  ROMAYOR (1984)
 BL0458
 BL0458                         *CURRENT SURVEY CONTROL
 BL0458  ___________________________________________________________________
 BL0458* NAD 83(1986)-  30 22 35.     (N)    094 45 56.     (W)     SCALED    
 BL0458* NAVD 88     -        23.21   (+/-2cm)      76.1    (feet)  VERTCON   
 BL0458  ___________________________________________________________________
 BL0458  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0458
 BL0458  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0458
 BL0458.The horizontal coordinates were scaled from a topographic map and have
 BL0458.an estimated accuracy of +/- 6 seconds.
 BL0458
 BL0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0458.The vertical order pertains to the NGVD 29 superseded value.
 BL0458
 BL0458.The geoid height was determined by GEOID03.
 BL0458
 BL0458;                    North         East    Units  Estimated Accuracy
 BL0458;SPC TX C     - 3,092,070.    1,234,920.      MT  (+/- 180 meters Scaled)
 BL0458
 BL0458                          SUPERSEDED SURVEY CONTROL
 BL0458
 BL0458  NGVD 29 (??/??/92)   23.220  (m)           76.18   (f) ADJ UNCH    2 0
 BL0458
 BL0458.Superseded values are not recommended for survey control.
 BL0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0458.See file dsdata.txt to determine how the superseded data were derived.
 BL0458
 BL0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP303618(NAD 83)
 BL0458_MARKER: DB = BENCH MARK DISK
 BL0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0458_STAMPING: 76.306 H 167 1934
 BL0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0458+STABILITY: SURFACE MOTION
 BL0458
 BL0458  HISTORY     - Date     Condition        Report By
 BL0458  HISTORY     - 1934     MONUMENTED       CGS
 BL0458  HISTORY     - 1955     GOOD             USGS
 BL0458
 BL0458                          STATION DESCRIPTION
 BL0458
 BL0458'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 BL0458'6.5 MI S FROM RYE.
 BL0458'4.4 MILES SOUTH ALONG STATE HIGHWAY 146 FROM THE INTERSECTION OF T
 BL0458'105, THENCE 0.2 MILE WEST ALONG A GRADED ROAD.  ON THE OLD HIGHWAY, 22
 BL0458'FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, AND 12 FEET NORTH OF
 BL0458'THE GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0602 ***********************************************************************
 AW0602  DESIGNATION -  H 168
 AW0602  PID         -  AW0602
 AW0602  STATE/COUNTY-  TX/GALVESTON
 AW0602  USGS QUAD   -  GALVESTON (1994)
 AW0602
 AW0602                         *CURRENT SURVEY CONTROL
 AW0602  ___________________________________________________________________
 AW0602* NAD 83(1993)-  29 15 59.56854(N)    094 49 33.15899(W)     ADJUSTED  
 AW0602* NAVD 88     -         4.129  (meters)      13.55   (feet)  ADJUSTED  
 AW0602  ___________________________________________________________________
 AW0602  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AW0602  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0602  DYNAMIC HT  -           4.123 (meters)      13.53  (feet)  COMP
 AW0602  MODELED GRAV-     979,259.0   (mgal)                       NAVD 88
 AW0602  OBS GRAVITY -     979,254.8   (mgal)                       GRAV_OBS
 AW0602
 AW0602  HORZ ORDER  -  THIRD
 AW0602  VERT ORDER  -  FIRST     CLASS II
 AW0602
 AW0602.The horizontal coordinates were established by classical geodetic methods
 AW0602.and adjusted by the National Geodetic Survey in February 1996..
 AW0602
 AW0602.The orthometric height was determined by differential leveling
 AW0602.and adjusted by the National Geodetic Survey in March 1997..
 AW0602
 AW0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0602
 AW0602.The geoid height was determined by GEOID03.
 AW0602
 AW0602.The dynamic height is computed by dividing the NAVD 88
 AW0602.geopotential number by the normal gravity value computed on the
 AW0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0602.degrees latitude (g = 980.6199 gals.).
 AW0602
 AW0602.The modeled gravity was interpolated from observed gravity values.
 AW0602.The observed gravity was obtained from relative gravimeter ties
 AW0602.to the IGSN71 gravity network.
 AW0602
 AW0602;                    North         East     Units Scale Factor Converg.
 AW0602;SPC TXSC     - 4,166,075.669 1,005,532.801   MT  0.99986395   +2 02 41.8
 AW0602;SPC TXSC     -13,668,199.92  3,298,985.53   sFT  0.99986395   +2 02 41.8
 AW0602;UTM  15      - 3,238,899.464   322,602.035   MT  0.99998834   -0 53 34.3
 AW0602
 AW0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0602!SPC TXSC     -   1.00000352  x   0.99986395  =   0.99986747
 AW0602!UTM  15      -   1.00000352  x   0.99998834  =   0.99999186
 AW0602
 AW0602:                Primary Azimuth Mark                     Grid Az
 AW0602:SPC TXSC     -  GALVESTON MOODY METH CH SPIRE            021 19 50.3
 AW0602:UTM  15      -  GALVESTON MOODY METH CH SPIRE            024 16 06.4
 AW0602
 AW0602|---------------------------------------------------------------------|
 AW0602| PID    Reference Object                     Distance      Geod. Az  |
 AW0602|                                                           dddmmss.s |
 AW0602| AW5970 GALVESTON MOODY METH CH SPIRE       APPROX. 1.0 KM 0232232.1 |
 AW0602| AW5971 50 + 100 USE                        APPROX. 1.5 KM 2381819.5 |
 AW0602| AW5972 GALVESTON MUN SW TANK               APPROX. 2.3 KM 2714829.0 |
 AW0602|---------------------------------------------------------------------|
 AW0602
 AW0602                          SUPERSEDED SURVEY CONTROL
 AW0602
 AW0602  NAD 83(1986)-  29 15 59.58352(N)    094 49 33.13944(W) AD(       ) 3
 AW0602  NAD 27      -  29 15 58.72614(N)    094 49 32.43472(W) AD(       ) 3
 AW0602  NAVD 88 (06/15/91)    4.160  (m)           13.65   (f) UNKNOWN     1 1
 AW0602  NGVD 29 (12/23/87)    4.157  (m)           13.64   (f) ADJUSTED    1 1
 AW0602
 AW0602.Superseded values are not recommended for survey control.
 AW0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0602.See file dsdata.txt to determine how the superseded data were derived.
 AW0602
 AW0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2260238899(NAD 83)
 AW0602_MARKER: DB = BENCH MARK DISK
 AW0602_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0602_SP_SET: SEAWALL
 AW0602_STAMPING: H 168 1936 15.036
 AW0602_MARK LOGO: CGS   
 AW0602_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0602+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0602
 AW0602  HISTORY     - Date     Condition        Report By
 AW0602  HISTORY     - 1979     MONUMENTED       NOS
 AW0602  HISTORY     - 1973     GOOD             NGS
 AW0602  HISTORY     - 1978     GOOD             NGS
 AW0602  HISTORY     - 1983     GOOD             NGS
 AW0602  HISTORY     - 1984     GOOD             USPSQD
 AW0602  HISTORY     - 1987     GOOD             NGS
 AW0602  HISTORY     - 1988     GOOD             USPSQD
 AW0602  HISTORY     - 1988     GOOD             USPSQD
 AW0602  HISTORY     - 1988     GOOD             USPSQD
 AW0602  HISTORY     - 1988     GOOD             USPSQD
 AW0602  HISTORY     - 1988     GOOD             USPSQD
 AW0602  HISTORY     - 1989     GOOD             USPSQD
 AW0602  HISTORY     - 1989     POOR             USPSQD
 AW0602  HISTORY     - 1989     GOOD             USPSQD
 AW0602  HISTORY     - 1989     GOOD             USPSQD
 AW0602  HISTORY     - 1989     GOOD             USPSQD
 AW0602  HISTORY     - 1989     GOOD             USPSQD
 AW0602  HISTORY     - 1989     POOR             USPSQD
 AW0602  HISTORY     - 1990     GOOD             USPSQD
 AW0602  HISTORY     - 19961205 GOOD             NGS
 AW0602  HISTORY     - 20020719 GOOD             USPSQD
 AW0602  HISTORY     - 20031206 GOOD             USPSQD
 AW0602  HISTORY     - 20041208 GOOD             USPSQD
 AW0602  HISTORY     - 20051209 GOOD             USPSQD
 AW0602
 AW0602                          STATION DESCRIPTION
 AW0602
 AW0602'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW0602'THE STATION IS LOCATED AT 61ST STREET AND SEAWALL
 AW0602'BOULEVARD IN THE SOUTHWEST PART OF GALVESTON.
 AW0602'
 AW0602'THE STATION IS A CGS, BENCH MARK DISK
 AW0602'STAMPED---H 168 1936 ELEV 15.036 FT---, CEMENTED IN A DRILL
 AW0602'HOLE IN THE TOP OF THE GALVESTON SEAWALL.  IT IS 98 FEET
 AW0602'NORTHEAST OF THE CENTER OF STAIRS TO BEACH
 AW0602'AT 61ST STREET, 2.4 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF AN
 AW0602'ELEVATED PLAQUE IN SEAWALL AND 2.4 FEET NORTHWEST OF THE EDGE OF
 AW0602'SEAWALL.
 AW0602'
 AW0602'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS.
 AW0602
 AW0602                          STATION RECOVERY (1973)
 AW0602
 AW0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0602'IN GALVESTON.
 AW0602'AT GALVESTON, AT THE JUNCTION OF SEAWALL BOULEVARD AND BUTTCROWE (61ST
 AW0602'STREET), IN THE TOP OF THE SEAWALL, 11.9 FEET SOUTHEAST OF THE
 AW0602'SOUTHEAST CURB OF THE BOULEVARD, 2.5 FEET WEST OF THE SOUTH CORNER OF
 AW0602'COUNTY PLAQUE, 95 FEET EAST OF THE EXTENDED CENTER LINE OF THE STREET,
 AW0602'94.3 FEET NORTHEAST OF THE NORTHEAST EDGE OF CONCRETE STEPS LEADING
 AW0602'DOWN TO THE BEACH, AND ABOUT 1/2 FOOT LOWER THAN THE BOULEVARD.
 AW0602
 AW0602                          STATION RECOVERY (1978)
 AW0602
 AW0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1983)
 AW0602
 AW0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1984)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1987)
 AW0602
 AW0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0602'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.8 KM (3.0 MI)
 AW0602'SOUTHWEST ALONG SEAWALL BOULEVARD FROM MOODY CENTER IN GALVESTON.
 AW0602
 AW0602                          STATION RECOVERY (1988)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1988)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1988)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1988)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1988)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1989)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1989)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1989 (LGS)
 AW0602'MARK RECOVERED IN POOR CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1989)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1989)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1989)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1989)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1989)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0602'MARK RECOVERED IN POOR CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1990)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (1996)
 AW0602
 AW0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0602'IN GALVESTON, AT THE INTERSECTION OF 61TH STREET AND SEAWALL
 AW0602'BOULEVARD, IN A CONCRETE SEAWALL ALONG THE SOUTH SIDE OF SEAWALL
 AW0602'BOULEVARD, 38.4 M (126.0 FT) EAST OF THE EXTENDED STREET CENTER, 7.3 M
 AW0602'(24.0 FT) SOUTHWEST OF A BENCH, 16.7 M (54.8 FT) EAST OF A TRAFFIC
 AW0602'SIGNAL, 11.7 M (38.4 FT) SOUTHEAST OF THE CENTER OF THE EASTBOUND
 AW0602'LANES OF THE BOULEVARD, 0.9 M (3.0 FT) SOUTHWEST OF A BRONZE PLAQUE,
 AW0602'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD.
 AW0602
 AW0602                          STATION RECOVERY (2002)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (2003)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (2004)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0602'RECOVERED IN GOOD CONDITION.
 AW0602
 AW0602                          STATION RECOVERY (2005)
 AW0602
 AW0602'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0602'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2646 ***********************************************************************
 AW2646  DESIGNATION -  H 169
 AW2646  PID         -  AW2646
 AW2646  STATE/COUNTY-  TX/GALVESTON
 AW2646  USGS QUAD   -  THE JETTIES (1994)
 AW2646
 AW2646                         *CURRENT SURVEY CONTROL
 AW2646  ___________________________________________________________________
 AW2646* NAD 83(1986)-  29 19 56.     (N)    094 43 53.     (W)     SCALED    
 AW2646* NAVD 88     -         0.32   (+/-2cm)       1.0    (feet)  VERTCON   
 AW2646  ___________________________________________________________________
 AW2646  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AW2646
 AW2646  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2646
 AW2646.The horizontal coordinates were scaled from a topographic map and have
 AW2646.an estimated accuracy of +/- 6 seconds.
 AW2646
 AW2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2646.The vertical order pertains to the NGVD 29 superseded value.
 AW2646
 AW2646.The geoid height was determined by GEOID03.
 AW2646
 AW2646;                    North         East    Units  Estimated Accuracy
 AW2646;SPC TXSC     - 4,173,680.    1,014,440.      MT  (+/- 180 meters Scaled)
 AW2646
 AW2646                          SUPERSEDED SURVEY CONTROL
 AW2646
 AW2646  NGVD 29 (??/??/92)    0.320  (m)            1.05   (f) ADJ UNCH    1 2
 AW2646
 AW2646.Superseded values are not recommended for survey control.
 AW2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2646.See file dsdata.txt to determine how the superseded data were derived.
 AW2646
 AW2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN318460(NAD 83)
 AW2646_MARKER: DJ = TIDAL STATION DISK
 AW2646_SETTING: 80 = SET IN A BOULDER
 AW2646_SP_SET: BOULDER
 AW2646_STAMPING: H 169 1936 ELEV 1.654 FT
 AW2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2646+STABILITY: SURFACE MOTION
 AW2646
 AW2646  HISTORY     - Date     Condition        Report By
 AW2646  HISTORY     - 1936     MONUMENTED       CGS
 AW2646  HISTORY     - 1964     GOOD             NGS
 AW2646  HISTORY     - 19890604 MARK NOT FOUND   USPSQD
 AW2646  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2646  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW2646
 AW2646                          STATION DESCRIPTION
 AW2646
 AW2646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2646'5.0 MI NE FROM GALVESTON.
 AW2646'ABOUT 3.7 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW2646'CENTER AT GALVESTON, THENCE 1.3 MILES EAST ALONG THE SOUTH JETTY, 10
 AW2646'FEET NORTH OF THE CENTER LINE OF THE JETTY, 1 1/2 FEET BELOW THE
 AW2646'JETTY, AND SET IN THE TOP OF A LARGE GRANITE BOULDER.
 AW2646
 AW2646                          STATION RECOVERY (1989)
 AW2646
 AW2646'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW2646'MARK NOT FOUND.
 AW2646
 AW2646                          STATION RECOVERY (1990)
 AW2646
 AW2646'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW2646'MARK NOT FOUND.
 AW2646
 AW2646                          STATION RECOVERY (1999)
 AW2646
 AW2646'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0127 ***********************************************************************
 CD0127  DESIGNATION -  H 17
 CD0127  PID         -  CD0127
 CD0127  STATE/COUNTY-  TX/CULBERSON
 CD0127  USGS QUAD   -  BORACHO (1970)
 CD0127
 CD0127                         *CURRENT SURVEY CONTROL
 CD0127  ___________________________________________________________________
 CD0127* NAD 83(1986)-  31 04 05.     (N)    104 29 58.     (W)     SCALED    
 CD0127* NAVD 88     -      1246.040  (meters)    4088.05   (feet)  ADJUSTED  
 CD0127  ___________________________________________________________________
 CD0127  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 CD0127  DYNAMIC HT  -        1244.107 (meters)    4081.71  (feet)  COMP
 CD0127  MODELED GRAV-     979,045.4   (mgal)                       NAVD 88
 CD0127
 CD0127  VERT ORDER  -  FIRST     CLASS II
 CD0127
 CD0127.The horizontal coordinates were scaled from a topographic map and have
 CD0127.an estimated accuracy of +/- 6 seconds.
 CD0127
 CD0127.The orthometric height was determined by differential leveling
 CD0127.and adjusted by the National Geodetic Survey in June 1991..
 CD0127.WARNING-Repeat measurements at this control monument indicate possible
 CD0127.vertical movement.
 CD0127
 CD0127.The geoid height was determined by GEOID03.
 CD0127
 CD0127.The dynamic height is computed by dividing the NAVD 88
 CD0127.geopotential number by the normal gravity value computed on the
 CD0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0127.degrees latitude (g = 980.6199 gals.).
 CD0127
 CD0127.The modeled gravity was interpolated from observed gravity values.
 CD0127
 CD0127;                    North         East    Units  Estimated Accuracy
 CD0127;SPC TX C     - 3,162,800.      302,540.      MT  (+/- 180 meters Scaled)
 CD0127
 CD0127                          SUPERSEDED SURVEY CONTROL
 CD0127
 CD0127  NGVD 29 (??/??/92) 1245.550  (m)         4086.44   (f) ADJ UNCH    1 2
 CD0127
 CD0127.Superseded values are not recommended for survey control.
 CD0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0127.See file dsdata.txt to determine how the superseded data were derived.
 CD0127
 CD0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ477372(NAD 83)
 CD0127_MARKER: Z = SEE DESCRIPTION
 CD0127_SETTING: 66 = SET IN ROCK OUTCROP
 CD0127_SP_SET: LIMESTONE POST
 CD0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0127+STABILITY: POSITION/ELEVATION WELL
 CD0127
 CD0127  HISTORY     - Date     Condition        Report By
 CD0127  HISTORY     - UNK      MONUMENTED       CGS
 CD0127  HISTORY     - 1956     GOOD             NGS
 CD0127
 CD0127                          STATION DESCRIPTION
 CD0127
 CD0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0127'3.5 MI E FROM PLATEAU.
 CD0127'3.5 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0127'FOREMANS HOUSE AT PLATEAU, 448 FEET SOUTH OF THE SOUTHWEST LEG OF A
 CD0127'STEEL WINDMILL TOWER, 44.5 FEET NORTH OF THE NORTH RAIL, 4 FEET SOUTH
 CD0127'OF A FENCE, 15.4 FEET EAST OF A TELEPHONE POLE, 10 FEET BELOW THE TOP
 CD0127'OF THE RAILS, 0.15 MILE EAST OF BENCH MARK N 1069, IN THE TOP OF A
 CD0127'LIMESTONE POST WHICH PROJECTS 3.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1343 ***********************************************************************
 AW1343  DESIGNATION -  H 171 RESET 1956
 AW1343  PID         -  AW1343
 AW1343  STATE/COUNTY-  TX/GALVESTON
 AW1343  USGS QUAD   -  FLAKE (1994)
 AW1343
 AW1343                         *CURRENT SURVEY CONTROL
 AW1343  ___________________________________________________________________
 AW1343* NAD 83(1986)-  29 22 55.     (N)    094 44 35.     (W)     SCALED    
 AW1343* NAVD 88     -         1.53   (+/-2cm)       5.0    (feet)  VERTCON   
 AW1343  ___________________________________________________________________
 AW1343  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW1343
 AW1343  VERT ORDER  -  THIRD (See Below)
 AW1343
 AW1343.The horizontal coordinates were scaled from a topographic map and have
 AW1343.an estimated accuracy of +/- 6 seconds.
 AW1343
 AW1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1343.The vertical order pertains to the NGVD 29 superseded value.
 AW1343
 AW1343.The geoid height was determined by GEOID03.
 AW1343
 AW1343;                    North         East    Units  Estimated Accuracy
 AW1343;SPC TXSC     - 4,179,150.    1,013,110.      MT  (+/- 180 meters Scaled)
 AW1343
 AW1343                          SUPERSEDED SURVEY CONTROL
 AW1343
 AW1343  NGVD 29 (??/??/??)    1.53   (m)            5.0    (f) RESET       3  
 AW1343
 AW1343.Superseded values are not recommended for survey control.
 AW1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1343.See file dsdata.txt to determine how the superseded data were derived.
 AW1343
 AW1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN308515(NAD 83)
 AW1343_MARKER: DB = BENCH MARK DISK
 AW1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1343_STAMPING: H 171 RESET 1956
 AW1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1343+STABILITY: SURFACE MOTION
 AW1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1343+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2003
 AW1343
 AW1343  HISTORY     - Date     Condition        Report By
 AW1343  HISTORY     - 1956     MONUMENTED       CGS
 AW1343  HISTORY     - 1958     GOOD             NGS
 AW1343  HISTORY     - 1977     GOOD             NGS
 AW1343  HISTORY     - 1978     GOOD             NGS
 AW1343  HISTORY     - 1990     GOOD             USPSQD
 AW1343  HISTORY     - 19990511 GOOD             USPSQD
 AW1343  HISTORY     - 20010430 GOOD             USPSQD
 AW1343  HISTORY     - 20020708 GOOD             USPSQD
 AW1343  HISTORY     - 20031009 GOOD             USPSQD
 AW1343
 AW1343                          STATION DESCRIPTION
 AW1343
 AW1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1343'2.6 MI NE FROM PORT BOLIVAR.
 AW1343'ABOUT 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1343'LANDING AT PORT BOLIVAR, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW1343'HIGHWAY, 42 FEET SOUTHWEST OF POWER POLE 523, 1 FOOT NORTHWEST OF A
 AW1343'FENCE 1 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AW1343'HIGHWAY, AND IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE GROUND.
 AW1343
 AW1343                          STATION RECOVERY (1977)
 AW1343
 AW1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1343'RECOVERED IN GOOD CONDITION.
 AW1343
 AW1343                          STATION RECOVERY (1978)
 AW1343
 AW1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1343'RECOVERED IN GOOD CONDITION.
 AW1343
 AW1343                          STATION RECOVERY (1990)
 AW1343
 AW1343'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1343'RECOVERED IN GOOD CONDITION.
 AW1343
 AW1343                          STATION RECOVERY (1999)
 AW1343
 AW1343'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1343'RECOVERED IN GOOD CONDITION.
 AW1343
 AW1343                          STATION RECOVERY (2001)
 AW1343
 AW1343'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1343'RECOVERED IN GOOD CONDITION.
 AW1343
 AW1343                          STATION RECOVERY (2002)
 AW1343
 AW1343'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1343'RECOVERED IN GOOD CONDITION.
 AW1343
 AW1343                          STATION RECOVERY (2003)
 AW1343
 AW1343'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1523 ***********************************************************************
 AW1523  DESIGNATION -  H 173 RESET 1953
 AW1523  PID         -  AW1523
 AW1523  STATE/COUNTY-  TX/HARRIS
 AW1523  USGS QUAD   -  MONT BELVIEU (1994)
 AW1523
 AW1523                         *CURRENT SURVEY CONTROL
 AW1523  ___________________________________________________________________
 AW1523* NAD 83(1986)-  29 45 35.     (N)    094 55 34.     (W)     SCALED    
 AW1523* NAVD 88     -         5.78   (+/-2cm)      19.0    (feet)  VERTCON   
 AW1523  ___________________________________________________________________
 AW1523  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW1523  OBS GRAVITY -     979,288.3   (mgal)                       GRAV_OBS
 AW1523
 AW1523  VERT ORDER  -  THIRD (See Below)
 AW1523
 AW1523.The horizontal coordinates were scaled from a topographic map and have
 AW1523.an estimated accuracy of +/- 6 seconds.
 AW1523
 AW1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1523.The vertical order pertains to the NGVD 29 superseded value.
 AW1523
 AW1523.The geoid height was determined by GEOID03.
 AW1523.The observed gravity was obtained from relative gravimeter ties
 AW1523.to the IGSN71 gravity network.
 AW1523
 AW1523;                    North         East    Units  Estimated Accuracy
 AW1523;SPC TXSC     - 4,220,360.      993,900.      MT  (+/- 180 meters Scaled)
 AW1523
 AW1523                          SUPERSEDED SURVEY CONTROL
 AW1523
 AW1523  NGVD 29 (??/??/??)    5.78   (m)           19.0    (f) RESET       3  
 AW1523
 AW1523.Superseded values are not recommended for survey control.
 AW1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1523.See file dsdata.txt to determine how the superseded data were derived.
 AW1523
 AW1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN137937(NAD 83)
 AW1523_MARKER: DB = BENCH MARK DISK
 AW1523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1523_SP_SET: CULVERT
 AW1523_STAMPING: H 173 RESET 1953
 AW1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1523
 AW1523  HISTORY     - Date     Condition        Report By
 AW1523  HISTORY     - 1953     MONUMENTED       CGS
 AW1523  HISTORY     - 1973     GOOD             NGS
 AW1523  HISTORY     - 1978     GOOD             NGS
 AW1523  HISTORY     - 1978     GOOD             DOD
 AW1523  HISTORY     - 1987     GOOD             USPSQD
 AW1523  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1523  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1523  HISTORY     - 19900315 MARK NOT FOUND   USPSQD
 AW1523  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 AW1523  HISTORY     - 19940722 MARK NOT FOUND   USPSQD
 AW1523
 AW1523                          STATION DESCRIPTION
 AW1523
 AW1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1523'3.15 MI NE FROM BAYTOWN.
 AW1523'ABOUT 3.15 MILES NORTHEAST ALONG STATE HIGHWAY 146 FROM THE
 AW1523'INTERSECTION WITH EAST TEXAS AVE. IN BAYTOWN, AT THE OUTSIDE OF A
 AW1523'CURVE IN THE HIGHWAY, 32 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW1523'HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL
 AW1523'OF A 16 X 4 FT. CONCRETE BOX CULVERT, AND ABOUT 2 FEET BELOW THE LEVEL
 AW1523'OF THE HIGHWAY.
 AW1523
 AW1523                          STATION RECOVERY (1978)
 AW1523
 AW1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1523'RECOVERED IN GOOD CONDITION.
 AW1523
 AW1523                          STATION RECOVERY (1978)
 AW1523
 AW1523'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1523'RECOVERED IN GOOD CONDITION.
 AW1523
 AW1523                          STATION RECOVERY (1987)
 AW1523
 AW1523'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1523'RECOVERED IN GOOD CONDITION.
 AW1523
 AW1523                          STATION RECOVERY (1988)
 AW1523
 AW1523'RECOVERY NOTE BY US POWER SQUADRON 1988 (KK)
 AW1523'MARK NOT FOUND.
 AW1523
 AW1523                          STATION RECOVERY (1988)
 AW1523
 AW1523'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1523'MARK NOT FOUND.
 AW1523
 AW1523                          STATION RECOVERY (1990)
 AW1523
 AW1523'RECOVERY NOTE BY US POWER SQUADRON 1990 (DJW)
 AW1523'MARK NOT FOUND.
 AW1523
 AW1523                          STATION RECOVERY (1991)
 AW1523
 AW1523'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW1523'MARK NOT FOUND.
 AW1523
 AW1523                          STATION RECOVERY (1994)
 AW1523
 AW1523'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0976 ***********************************************************************
 AW0976  DESIGNATION -  H 174
 AW0976  PID         -  AW0976
 AW0976  STATE/COUNTY-  TX/HARRIS
 AW0976  USGS QUAD   -  SETTEGAST (1995)
 AW0976
 AW0976                         *CURRENT SURVEY CONTROL
 AW0976  ___________________________________________________________________
 AW0976* NAD 83(1986)-  29 45 19.     (N)    095 20 14.     (W)     SCALED    
 AW0976* NAVD 88     -        12.49   (+/-2cm)      41.0    (feet)  VERTCON   
 AW0976  ___________________________________________________________________
 AW0976  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0976
 AW0976  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0976
 AW0976.The horizontal coordinates were scaled from a topographic map and have
 AW0976.an estimated accuracy of +/- 6 seconds.
 AW0976
 AW0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0976.The vertical order pertains to the NGVD 29 superseded value.
 AW0976
 AW0976.The geoid height was determined by GEOID03.
 AW0976
 AW0976;                    North         East    Units  Estimated Accuracy
 AW0976;SPC TXSC     - 4,218,550.      954,180.      MT  (+/- 180 meters Scaled)
 AW0976
 AW0976                          SUPERSEDED SURVEY CONTROL
 AW0976
 AW0976  NGVD 29 (??/??/92)   12.490  (m)           40.98   (f) ADJ UNCH    1 2
 AW0976
 AW0976.Superseded values are not recommended for survey control.
 AW0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0976.See file dsdata.txt to determine how the superseded data were derived.
 AW0976
 AW0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN739939(NAD 83)
 AW0976_MARKER: DB = BENCH MARK DISK
 AW0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0976_STAMPING: H 174 1936 45.574
 AW0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0976+STABILITY: SURFACE MOTION
 AW0976
 AW0976  HISTORY     - Date     Condition        Report By
 AW0976  HISTORY     - 1936     MONUMENTED       CGS
 AW0976  HISTORY     - 1973     GOOD             NGS
 AW0976  HISTORY     - 1976     MARK NOT FOUND   NGS
 AW0976  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0976  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0976  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0976  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0976  HISTORY     - 1988     GOOD             USPSQD
 AW0976  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0976  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW0976  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AW0976
 AW0976                          STATION DESCRIPTION
 AW0976
 AW0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0976'IN HOUSTON.
 AW0976'AT HOUSTON, ABOUT 0.9 MILE WEST ALONG NAVIGATION BLVD. FROM THE
 AW0976'INTERNATIONAL HARVESTER CO. BUILDING, AT THE INTERSECTION OF ENGELKE
 AW0976'ST., AT THE WEST END OF AN ISLAND OR MEDIAN IN THE CENTER OF
 AW0976'NAVIGATION BLVD., ABOUT 82 FEET NORTHEAST OF THE CENTER LINE OF
 AW0976'ENGELKE ST., 72 FEET SOUTH-SOUTHEAST OF THE FRONT ENTRANCE TO THE
 AW0976'ARMCO UNION WIRE ROPE CORP. BUILDING, 18 1/2 FEET SOUTHEAST OF THE
 AW0976'SOUTHEAST RAIL OF A SPUR TRACK, 1 1/2 FEET SOUTHEAST OF AN ARCHED
 AW0976'CONCRETE CURB, AND ABOUT LEVEL WITH THE BUILDING, SET IN THE TOP OF A
 AW0976'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 AW0976
 AW0976                          STATION RECOVERY (1976)
 AW0976
 AW0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0976'MARK NOT FOUND.
 AW0976
 AW0976                          STATION RECOVERY (1978)
 AW0976
 AW0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0976'NOT RECOVERED.  NOTE=LOCATION OF BENCH MARK NOW COVERED BY ASPHALT.
 AW0976
 AW0976                          STATION RECOVERY (1987)
 AW0976
 AW0976'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW0976'MARK NOT FOUND.
 AW0976
 AW0976                          STATION RECOVERY (1987)
 AW0976
 AW0976'RECOVERY NOTE BY US POWER SQUADRON 1987 (GLB)
 AW0976'MARK NOT FOUND.
 AW0976
 AW0976                          STATION RECOVERY (1987)
 AW0976
 AW0976'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0976'MARK NOT FOUND.
 AW0976
 AW0976                          STATION RECOVERY (1988)
 AW0976
 AW0976'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0976'RECOVERED IN GOOD CONDITION.
 AW0976
 AW0976                          STATION RECOVERY (1988)
 AW0976
 AW0976'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW0976'MARK NOT FOUND.
 AW0976
 AW0976                          STATION RECOVERY (1996)
 AW0976
 AW0976'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0976'MARK NOT FOUND.
 AW0976
 AW0976                          STATION RECOVERY (2004)
 AW0976
 AW0976'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0736 ***********************************************************************
 AH0736  DESIGNATION -  H 176
 AH0736  PID         -  AH0736
 AH0736  STATE/COUNTY-  TX/NUECES
 AH0736  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0736
 AH0736                         *CURRENT SURVEY CONTROL
 AH0736  ___________________________________________________________________
 AH0736* NAD 83(1986)-  27 41 00.     (N)    097 44 38.     (W)     SCALED    
 AH0736* NAVD 88     -        18.617  (meters)      61.08   (feet)  ADJUSTED  
 AH0736  ___________________________________________________________________
 AH0736  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AH0736  DYNAMIC HT  -          18.588 (meters)      60.98  (feet)  COMP
 AH0736  MODELED GRAV-     979,109.7   (mgal)                       NAVD 88
 AH0736
 AH0736  VERT ORDER  -  FIRST     CLASS II
 AH0736
 AH0736.The horizontal coordinates were scaled from a topographic map and have
 AH0736.an estimated accuracy of +/- 6 seconds.
 AH0736
 AH0736.The orthometric height was determined by differential leveling
 AH0736.and adjusted by the National Geodetic Survey in June 1991..
 AH0736.WARNING-Repeat measurements at this control monument indicate possible
 AH0736.vertical movement.
 AH0736
 AH0736.The geoid height was determined by GEOID03.
 AH0736
 AH0736.The dynamic height is computed by dividing the NAVD 88
 AH0736.geopotential number by the normal gravity value computed on the
 AH0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0736.degrees latitude (g = 980.6199 gals.).
 AH0736
 AH0736.The modeled gravity was interpolated from observed gravity values.
 AH0736
 AH0736;                    North         East    Units  Estimated Accuracy
 AH0736;SPC TX S     - 5,223,660.      374,590.      MT  (+/- 180 meters Scaled)
 AH0736
 AH0736                          SUPERSEDED SURVEY CONTROL
 AH0736
 AH0736  NGVD 29 (??/??/92)   18.760  (m)           61.55   (f) ADJ UNCH    1 2
 AH0736
 AH0736.Superseded values are not recommended for survey control.
 AH0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0736.See file dsdata.txt to determine how the superseded data were derived.
 AH0736
 AH0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR238627(NAD 83)
 AH0736_MARKER: DB = BENCH MARK DISK
 AH0736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0736_SP_SET: ABUTMENT
 AH0736_STAMPING: H 176 1950
 AH0736_MARK LOGO: CGS   
 AH0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0736
 AH0736  HISTORY     - Date     Condition        Report By
 AH0736  HISTORY     - 1950     MONUMENTED       CGS
 AH0736  HISTORY     - 1981     GOOD             NGS
 AH0736
 AH0736                          STATION DESCRIPTION
 AH0736
 AH0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AH0736'0.9 MI NE FROM DRISCOLL.
 AH0736'0.9 MILE NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AH0736'RAILROAD FROM THE STATION AT DRISCOLL, 6.5 FEET SOUTHEAST OF THE
 AH0736'SOUTHEAST RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 AH0736'THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF BRIDGE 1327.  NOTE--
 AH0736'NOW THE SOUTHERN PACIFIC LINES.
 AH0736
 AH0736                          STATION RECOVERY (1981)
 AH0736
 AH0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0736'RECOVERED THIS DATE.  NOTE-1.2 KM (0.75 MI) NORTHEAST ALONG U.S.
 AH0736'HIGHWAY 77 NORTHBOUND FROM THE JUNCTION OF FARM ROAD 665 IN DRISCOLL,
 AH0736'A 2.0 FT RAILROAD TIE WAS REMOVED FOR ACCESSIBILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0977 ***********************************************************************
 AH0977  DESIGNATION -  H 177
 AH0977  PID         -  AH0977
 AH0977  STATE/COUNTY-  TX/NUECES
 AH0977  USGS QUAD   -  AGUA DULCE (1979)
 AH0977
 AH0977                         *CURRENT SURVEY CONTROL
 AH0977  ___________________________________________________________________
 AH0977* NAD 83(1986)-  27 45 39.     (N)    097 54 07.     (W)     SCALED    
 AH0977* NAVD 88     -        35.863  (meters)     117.66   (feet)  ADJUSTED  
 AH0977  ___________________________________________________________________
 AH0977  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH0977  DYNAMIC HT  -          35.808 (meters)     117.48  (feet)  COMP
 AH0977  MODELED GRAV-     979,105.5   (mgal)                       NAVD 88
 AH0977
 AH0977  VERT ORDER  -  FIRST     CLASS II
 AH0977
 AH0977.The horizontal coordinates were scaled from a topographic map and have
 AH0977.an estimated accuracy of +/- 6 seconds.
 AH0977
 AH0977.The orthometric height was determined by differential leveling
 AH0977.and adjusted by the National Geodetic Survey in June 1991..
 AH0977
 AH0977.The geoid height was determined by GEOID03.
 AH0977
 AH0977.The dynamic height is computed by dividing the NAVD 88
 AH0977.geopotential number by the normal gravity value computed on the
 AH0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0977.degrees latitude (g = 980.6199 gals.).
 AH0977
 AH0977.The modeled gravity was interpolated from observed gravity values.
 AH0977
 AH0977;                    North         East    Units  Estimated Accuracy
 AH0977;SPC TX S     - 5,232,160.      358,950.      MT  (+/- 180 meters Scaled)
 AH0977
 AH0977                          SUPERSEDED SURVEY CONTROL
 AH0977
 AH0977  NGVD 29 (??/??/92)   35.974  (m)          118.02   (f) ADJ UNCH    1 2
 AH0977
 AH0977.Superseded values are not recommended for survey control.
 AH0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0977.See file dsdata.txt to determine how the superseded data were derived.
 AH0977
 AH0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR082711(NAD 83)
 AH0977_MARKER: DB = BENCH MARK DISK
 AH0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0977_STAMPING: H 177 1950
 AH0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0977+STABILITY: SURFACE MOTION
 AH0977
 AH0977  HISTORY     - Date     Condition        Report By
 AH0977  HISTORY     - 1950     MONUMENTED       CGS
 AH0977  HISTORY     - 1951     GOOD             NGS
 AH0977  HISTORY     - 1965     POOR             USGS
 AH0977
 AH0977                          STATION DESCRIPTION
 AH0977
 AH0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0977'1.95 MI SE FROM AGUA DULCE.
 AH0977'0.6 MILE EAST ALONG A GRAVELED ROAD FROM THE TEXAS MEXICAN RAILROAD
 AH0977'STATION AT AGUA DULCE, THENCE 1.35 MILES SOUTH ALONG AN ASPHALT ROAD,
 AH0977'28 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 37 FEET
 AH0977'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 6 FEET EAST OF A
 AH0977'FENCE, 3.2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AH0977'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AH0977
 AH0977                          STATION RECOVERY (1965)
 AH0977
 AH0977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AH0977'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0094 ***********************************************************************
 AB0094  DESIGNATION -  H 178
 AB0094  PID         -  AB0094
 AB0094  STATE/COUNTY-  TX/CAMERON
 AB0094  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0094
 AB0094                         *CURRENT SURVEY CONTROL
 AB0094  ___________________________________________________________________
 AB0094* NAD 83(1986)-  25 58 02.     (N)    097 25 40.     (W)     SCALED    
 AB0094* NAVD 88     -         5.768  (meters)      18.92   (feet)  ADJUSTED  
 AB0094  ___________________________________________________________________
 AB0094  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 AB0094  DYNAMIC HT  -           5.758 (meters)      18.89  (feet)  COMP
 AB0094  MODELED GRAV-     979,038.6   (mgal)                       NAVD 88
 AB0094
 AB0094  VERT ORDER  -  FIRST     CLASS II
 AB0094
 AB0094.The horizontal coordinates were scaled from a topographic map and have
 AB0094.an estimated accuracy of +/- 6 seconds.
 AB0094
 AB0094.The orthometric height was determined by differential leveling
 AB0094.and adjusted by the National Geodetic Survey in June 1991..
 AB0094
 AB0094.The geoid height was determined by GEOID03.
 AB0094
 AB0094.The dynamic height is computed by dividing the NAVD 88
 AB0094.geopotential number by the normal gravity value computed on the
 AB0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0094.degrees latitude (g = 980.6199 gals.).
 AB0094
 AB0094.The modeled gravity was interpolated from observed gravity values.
 AB0094
 AB0094;                    North         East    Units  Estimated Accuracy
 AB0094;SPC TX S     - 5,033,760.      407,380.      MT  (+/- 180 meters Scaled)
 AB0094
 AB0094                          SUPERSEDED SURVEY CONTROL
 AB0094
 AB0094  NGVD 29 (??/??/92)    5.865  (m)           19.24   (f) ADJ UNCH    1 2
 AB0094
 AB0094.Superseded values are not recommended for survey control.
 AB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0094.See file dsdata.txt to determine how the superseded data were derived.
 AB0094
 AB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP574730(NAD 83)
 AB0094_MARKER: DB = BENCH MARK DISK
 AB0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0094_SP_SET: CULVERT
 AB0094_STAMPING: H 178 1951
 AB0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0094
 AB0094  HISTORY     - Date     Condition        Report By
 AB0094  HISTORY     - 1951     MONUMENTED       CGS
 AB0094  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0094  HISTORY     - 19910327 MARK NOT FOUND   USPSQD
 AB0094
 AB0094                          STATION DESCRIPTION
 AB0094
 AB0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0094'1.95 MI NW FROM PORT BROWNSVILLE.
 AB0094'0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 48 FROM THE WATER TANK AT PORT
 AB0094'BROWNSVILLE, THENCE 1.45 MILES NORTHWEST ALONG FARM ROAD 511, AT A
 AB0094'JUNCTION WITH A DIRT ROAD LEADING EAST, 37 FEET SOUTHWEST OF THE
 AB0094'CENTER LINE OF THE FARM ROAD, ON THE EXTENDED CENTER LINE OF THE ROAD
 AB0094'LEADING EAST, SET IN THE TOP OF THE NORTH HEADWALL OF A 16 INCH
 AB0094'CONCRETE PIPE CULVERT.
 AB0094
 AB0094                          STATION RECOVERY (1990)
 AB0094
 AB0094'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0094'MARK NOT FOUND.
 AB0094
 AB0094                          STATION RECOVERY (1991)
 AB0094
 AB0094'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0509 ***********************************************************************
 AH0509  DESIGNATION -  H 179
 AH0509  PID         -  AH0509
 AH0509  STATE/COUNTY-  TX/KENEDY
 AH0509  USGS QUAD   -  SARITA (1979)
 AH0509
 AH0509                         *CURRENT SURVEY CONTROL
 AH0509  ___________________________________________________________________
 AH0509* NAD 83(1986)-  27 09 55.     (N)    097 47 36.     (W)     SCALED    
 AH0509* NAVD 88     -        12.120  (meters)      39.76   (feet)  ADJUSTED  
 AH0509  ___________________________________________________________________
 AH0509  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AH0509  DYNAMIC HT  -          12.101 (meters)      39.70  (feet)  COMP
 AH0509  MODELED GRAV-     979,088.6   (mgal)                       NAVD 88
 AH0509
 AH0509  VERT ORDER  -  FIRST     CLASS II
 AH0509
 AH0509.The horizontal coordinates were scaled from a topographic map and have
 AH0509.an estimated accuracy of +/- 6 seconds.
 AH0509
 AH0509.The orthometric height was determined by differential leveling
 AH0509.and adjusted by the National Geodetic Survey in June 1991..
 AH0509
 AH0509.The geoid height was determined by GEOID03.
 AH0509
 AH0509.The dynamic height is computed by dividing the NAVD 88
 AH0509.geopotential number by the normal gravity value computed on the
 AH0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0509.degrees latitude (g = 980.6199 gals.).
 AH0509
 AH0509.The modeled gravity was interpolated from observed gravity values.
 AH0509
 AH0509;                    North         East    Units  Estimated Accuracy
 AH0509;SPC TX S     - 5,166,230.      370,030.      MT  (+/- 180 meters Scaled)
 AH0509
 AH0509                          SUPERSEDED SURVEY CONTROL
 AH0509
 AH0509  NGVD 29 (??/??/92)   12.219  (m)           40.09   (f) ADJ UNCH    1 2
 AH0509
 AH0509.Superseded values are not recommended for survey control.
 AH0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0509.See file dsdata.txt to determine how the superseded data were derived.
 AH0509
 AH0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR195053(NAD 83)
 AH0509_MARKER: DB = BENCH MARK DISK
 AH0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0509_STAMPING: H 179 1951
 AH0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0509+STABILITY: SURFACE MOTION
 AH0509
 AH0509  HISTORY     - Date     Condition        Report By
 AH0509  HISTORY     - 1951     MONUMENTED       CGS
 AH0509  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0509  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0509  HISTORY     - 1988     GOOD             USPSQD
 AH0509  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AH0509
 AH0509                          STATION DESCRIPTION
 AH0509
 AH0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0509'4.3 MI S FROM SARITA.
 AH0509'0.2 MILE EAST ALONG AN OILED ROAD FROM THE ST. LOUIS, BROWNSVILLE AND
 AH0509'MEXICO RAILROAD STATION AT SARITA, THENCE 4.1 MILES SOUTH ALONG U.S.
 AH0509'HIGHWAY 77, ON TOP OF A SMALL KNOLL, 88 FEET EAST OF THE CENTER LINE
 AH0509'OF THE HIGHWAY, 79 FEET NORTH OF A TELEPHONE POLE, 1.3 FEET WEST OF A
 AH0509'FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AH0509'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- NOW THE
 AH0509'SOUTHERN PACIFIC LINES.
 AH0509
 AH0509                          STATION RECOVERY (1975)
 AH0509
 AH0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0509'MARK NOT FOUND.
 AH0509
 AH0509                          STATION RECOVERY (1981)
 AH0509
 AH0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0509'NOT RECOVERED THIS DATE, RESET IN 1974.
 AH0509
 AH0509                          STATION RECOVERY (1988)
 AH0509
 AH0509'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0509'RECOVERED IN GOOD CONDITION.
 AH0509
 AH0509                          STATION RECOVERY (2004)
 AH0509
 AH0509'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0510 ***********************************************************************
 AH0510  DESIGNATION -  H 179 RESET 1974
 AH0510  PID         -  AH0510
 AH0510  STATE/COUNTY-  TX/KENEDY
 AH0510  USGS QUAD   -  SARITA (1979)
 AH0510
 AH0510                         *CURRENT SURVEY CONTROL
 AH0510  ___________________________________________________________________
 AH0510* NAD 83(1986)-  27 09 56.     (N)    097 47 39.     (W)     SCALED    
 AH0510* NAVD 88     -        11.943  (meters)      39.18   (feet)  ADJUSTED  
 AH0510  ___________________________________________________________________
 AH0510  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AH0510  DYNAMIC HT  -          11.924 (meters)      39.12  (feet)  COMP
 AH0510  MODELED GRAV-     979,088.6   (mgal)                       NAVD 88
 AH0510
 AH0510  VERT ORDER  -  FIRST     CLASS II
 AH0510
 AH0510.The horizontal coordinates were scaled from a topographic map and have
 AH0510.an estimated accuracy of +/- 6 seconds.
 AH0510
 AH0510.The orthometric height was determined by differential leveling
 AH0510.and adjusted by the National Geodetic Survey in June 1991..
 AH0510
 AH0510.The geoid height was determined by GEOID03.
 AH0510
 AH0510.The dynamic height is computed by dividing the NAVD 88
 AH0510.geopotential number by the normal gravity value computed on the
 AH0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0510.degrees latitude (g = 980.6199 gals.).
 AH0510
 AH0510.The modeled gravity was interpolated from observed gravity values.
 AH0510
 AH0510;                    North         East    Units  Estimated Accuracy
 AH0510;SPC TX S     - 5,166,260.      369,950.      MT  (+/- 180 meters Scaled)
 AH0510
 AH0510                          SUPERSEDED SURVEY CONTROL
 AH0510
 AH0510.No superseded survey control is available for this station.
 AH0510
 AH0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR194053(NAD 83)
 AH0510_MARKER: DB = BENCH MARK DISK
 AH0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0510_STAMPING: H 179 RESET 1974
 AH0510_MARK LOGO: NGS   
 AH0510_PROJECTION: FLUSH
 AH0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0510+STABILITY: SURFACE MOTION
 AH0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0510+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0510
 AH0510  HISTORY     - Date     Condition        Report By
 AH0510  HISTORY     - 1974     MONUMENTED       NGS
 AH0510  HISTORY     - 1981     GOOD             NGS
 AH0510  HISTORY     - 20040204 GOOD             USPSQD
 AH0510
 AH0510                          STATION DESCRIPTION
 AH0510
 AH0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0510'4.0 MI S FROM SARITA.
 AH0510'FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN SURFACE ROAD FOR 0.15
 AH0510'MILE TO THE INTERSECTION OF U.S. HWY. 77. TURN RIGHT AND GO SOUTH ON
 AH0510'U.S. HWY. 77 FOR 4.1 MILES TO MARK ON THE RIGHT ON SMALL LOW SAND
 AH0510'RIDGE OR KNOLL.  STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND
 AH0510'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED H 179 RESET
 AH0510'1974.  IT IS 89 FEET WEST OF THE CENTER-LINE OF U.S. HWY. 77, 2.2 FEET
 AH0510'NORTH OF A METAL WITNESS POST, 0.6 FEET EAST OF THE FENCE-LINE, ON A
 AH0510'LOW SAND-RIDGE OR KNOLL, WITH WATER ON THE NORTH AND SOUTH SIDE OF
 AH0510'KNOLL AND ITS WEST AND ACROSS THE HIGHWAY FROM A WARNING SIGN POST NO.
 AH0510'250, FOR BURIED TELEPHONE CABLE.
 AH0510
 AH0510                          STATION RECOVERY (1981)
 AH0510
 AH0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0510'RECOVERED THIS DATE.  NOTE-6.5 KM (4.05 MI) SOUTH ALONG U.S. HIGHWAY
 AH0510'77 SOUTHBOUND FROM THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE
 AH0510'POST OFFICE IN SARITA.
 AH0510
 AH0510                          STATION RECOVERY (2004)
 AH0510
 AH0510'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0617 ***********************************************************************
 CD0617  DESIGNATION -  H 18
 CD0617  PID         -  CD0617
 CD0617  STATE/COUNTY-  TX/HUDSPETH
 CD0617  USGS QUAD   -  SMALL (1972)
 CD0617
 CD0617                         *CURRENT SURVEY CONTROL
 CD0617  ___________________________________________________________________
 CD0617* NAD 83(1986)-  31 15 18.     (N)    105 36 05.     (W)     SCALED    
 CD0617* NAVD 88     -      1215.264  (meters)    3987.08   (feet)  ADJUSTED  
 CD0617  ___________________________________________________________________
 CD0617  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CD0617  DYNAMIC HT  -        1213.354 (meters)    3980.81  (feet)  COMP
 CD0617  MODELED GRAV-     979,027.4   (mgal)                       NAVD 88
 CD0617
 CD0617  VERT ORDER  -  FIRST     CLASS II
 CD0617
 CD0617.The horizontal coordinates were scaled from a topographic map and have
 CD0617.an estimated accuracy of +/- 6 seconds.
 CD0617
 CD0617.The orthometric height was determined by differential leveling
 CD0617.and adjusted by the National Geodetic Survey in June 1991..
 CD0617
 CD0617.The geoid height was determined by GEOID03.
 CD0617
 CD0617.The dynamic height is computed by dividing the NAVD 88
 CD0617.geopotential number by the normal gravity value computed on the
 CD0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0617.degrees latitude (g = 980.6199 gals.).
 CD0617
 CD0617.The modeled gravity was interpolated from observed gravity values.
 CD0617
 CD0617;                    North         East    Units  Estimated Accuracy
 CD0617;SPC TX C     - 3,187,950.      198,460.      MT  (+/- 180 meters Scaled)
 CD0617
 CD0617                          SUPERSEDED SURVEY CONTROL
 CD0617
 CD0617  NGVD 29 (??/??/92) 1214.696  (m)         3985.22   (f) ADJ UNCH    1 2
 CD0617
 CD0617.Superseded values are not recommended for survey control.
 CD0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0617.See file dsdata.txt to determine how the superseded data were derived.
 CD0617
 CD0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ427580(NAD 83)
 CD0617_MARKER: P = PIPE CAP
 CD0617_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0617_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0617_STAMPING: H 18 ELEV 3985.215 FT
 CD0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0617
 CD0617  HISTORY     - Date     Condition        Report By
 CD0617  HISTORY     - UNK      MONUMENTED       CGS
 CD0617  HISTORY     - 1956     GOOD             NGS
 CD0617
 CD0617                          STATION DESCRIPTION
 CD0617
 CD0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0617'1.6 MI E FROM FINLAY.
 CD0617'1.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0617'SECTION FOREMANS HOUSE AT FINLAY, 10 POLES WEST OF A STEEL BRIDGE OVER
 CD0617'QUITMAN CANYON, 13.8 FEET EAST OF THE 2ND POLE EAST OF MILEPOST 757,
 CD0617'42 FEET SOUTH OF THE SOTUH RAIL, 5.8 FEET NORTH OF A FENCE, 1.6 FEET
 CD0617'WEST OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 CD0617'WHICH PROJECTS 1.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1387 ***********************************************************************
 AW1387  DESIGNATION -  H 18 TX 78
 AW1387  PID         -  AW1387
 AW1387  STATE/COUNTY-  TX/GALVESTON
 AW1387  USGS QUAD   -  HIGH ISLAND (1994)
 AW1387
 AW1387                         *CURRENT SURVEY CONTROL
 AW1387  ___________________________________________________________________
 AW1387* NAD 83(1986)-  29 32 40.     (N)    094 24 05.     (W)     SCALED    
 AW1387* NAVD 88     -         2.03   (+/-2cm)       6.7    (feet)  VERTCON   
 AW1387  ___________________________________________________________________
 AW1387  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1387
 AW1387  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1387
 AW1387.The horizontal coordinates were scaled from a topographic map and have
 AW1387.an estimated accuracy of +/- 6 seconds.
 AW1387
 AW1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1387.The vertical order pertains to the NGVD 29 superseded value.
 AW1387
 AW1387.The geoid height was determined by GEOID03.
 AW1387
 AW1387;                    North         East    Units  Estimated Accuracy
 AW1387;SPC TXSC     - 4,198,400.    1,045,540.      MT  (+/- 180 meters Scaled)
 AW1387
 AW1387                          SUPERSEDED SURVEY CONTROL
 AW1387
 AW1387  NGVD 29 (??/??/92)    2.028  (m)            6.65   (f) ADJ UNCH    1 2
 AW1387
 AW1387.Superseded values are not recommended for survey control.
 AW1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1387.See file dsdata.txt to determine how the superseded data were derived.
 AW1387
 AW1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN642691(NAD 83)
 AW1387_MARKER: Z = SEE DESCRIPTION
 AW1387_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AW1387_SP_SET: GALVANIZED STEEL PIPE
 AW1387_STAMPING: H 18 TX 78
 AW1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1387
 AW1387  HISTORY     - Date     Condition        Report By
 AW1387  HISTORY     - 1978     MONUMENTED       NOS
 AW1387  HISTORY     - 1978     GOOD             NGS
 AW1387  HISTORY     - 19890323 MARK NOT FOUND   USPSQD
 AW1387  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW1387  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1387  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1387
 AW1387                          STATION DESCRIPTION
 AW1387
 AW1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1387'1.8 MI SOUTH FROM HIGH ISLAND.
 AW1387'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST
 AW1387'OFFICE AT HIGH ISLAND, THENCE 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY
 AW1387'87, 148 FEET EAST AND ACROSS SAND ROAD FROM POWER POLE NUMBER
 AW1387'175 38, 145 FEET NORTHEAST AND ACROSS HIGHWAY FROM A WIRE GATE
 AW1387'WITH CATTLE GUARD, 90 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, AND
 AW1387'54 FEET NORTHEAST OF CENTERLINE OF SAND ROAD TO BEACH.
 AW1387
 AW1387                          STATION RECOVERY (1989)
 AW1387
 AW1387'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1387'MARK NOT FOUND.
 AW1387
 AW1387                          STATION RECOVERY (1994)
 AW1387
 AW1387'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1387'MARK NOT FOUND.
 AW1387
 AW1387                          STATION RECOVERY (1995)
 AW1387
 AW1387'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1387'MARK NOT FOUND.
 AW1387
 AW1387                          STATION RECOVERY (2003)
 AW1387
 AW1387'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0160 ***********************************************************************
 CE0160  DESIGNATION -  H 180
 CE0160  PID         -  CE0160
 CE0160  STATE/COUNTY-  TX/EL PASO
 CE0160  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0160
 CE0160                         *CURRENT SURVEY CONTROL
 CE0160  ___________________________________________________________________
 CE0160* NAD 83(1986)-  31 48 59.     (N)    106 11 22.     (W)     SCALED    
 CE0160* NAVD 88     -      1230.344  (meters)    4036.55   (feet)  ADJUSTED  
 CE0160  ___________________________________________________________________
 CE0160  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CE0160  DYNAMIC HT  -        1228.474 (meters)    4030.42  (feet)  COMP
 CE0160  MODELED GRAV-     979,077.1   (mgal)                       NAVD 88
 CE0160
 CE0160  VERT ORDER  -  FIRST     CLASS II
 CE0160
 CE0160.The horizontal coordinates were scaled from a topographic map and have
 CE0160.an estimated accuracy of +/- 6 seconds.
 CE0160
 CE0160.The orthometric height was determined by differential leveling
 CE0160.and adjusted by the National Geodetic Survey in June 1991..
 CE0160
 CE0160.The geoid height was determined by GEOID03.
 CE0160
 CE0160.The dynamic height is computed by dividing the NAVD 88
 CE0160.geopotential number by the normal gravity value computed on the
 CE0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0160.degrees latitude (g = 980.6199 gals.).
 CE0160
 CE0160.The modeled gravity was interpolated from observed gravity values.
 CE0160
 CE0160;                    North         East    Units  Estimated Accuracy
 CE0160;SPC TX C     - 3,252,910.      145,800.      MT  (+/- 180 meters Scaled)
 CE0160
 CE0160                          SUPERSEDED SURVEY CONTROL
 CE0160
 CE0160  NGVD 29 (??/??/92) 1229.705  (m)         4034.46   (f) ADJ UNCH    1 2
 CE0160
 CE0160.Superseded values are not recommended for survey control.
 CE0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0160.See file dsdata.txt to determine how the superseded data were derived.
 CE0160
 CE0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR874207(NAD 83)
 CE0160_MARKER: DB = BENCH MARK DISK
 CE0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0160_STAMPING: H 180 1933
 CE0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0160+STABILITY: SURFACE MOTION
 CE0160
 CE0160  HISTORY     - Date     Condition        Report By
 CE0160  HISTORY     - 1933     MONUMENTED       CGS
 CE0160  HISTORY     - 1958     GOOD             NGS
 CE0160  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0160  HISTORY     - 19920505 MARK NOT FOUND   USGS
 CE0160
 CE0160                          STATION DESCRIPTION
 CE0160
 CE0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0160'13.75 MI E FROM EL PASO.
 CE0160'ABOUT 13.75 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0160'JUNCTION OF LOOP 16 AT EL PASO, 1.35 MILES EAST OF THE JUNCTION OF
 CE0160'FARM ROAD 659, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 26 1/2
 CE0160'FEET NORTH OF A FENCE, 1 1/2 FEET NORTH OF A CONCRETE WITNESS POST,
 CE0160'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 CE0160'CONCRETE POST PROJECTING 1 FOOT.
 CE0160
 CE0160                          STATION RECOVERY (1981)
 CE0160
 CE0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0160'MARK NOT FOUND.
 CE0160
 CE0160                          STATION RECOVERY (1992)
 CE0160
 CE0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0321 ***********************************************************************
 CD0321  DESIGNATION -  H 182
 CD0321  PID         -  CD0321
 CD0321  STATE/COUNTY-  TX/CULBERSON
 CD0321  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0321
 CD0321                         *CURRENT SURVEY CONTROL
 CD0321  ___________________________________________________________________
 CD0321* NAD 83(1986)-  31 54 03.     (N)    104 42 14.     (W)     SCALED    
 CD0321* NAVD 88     -      1422.035  (meters)    4665.46   (feet)  ADJUSTED  
 CD0321  ___________________________________________________________________
 CD0321  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CD0321  DYNAMIC HT  -        1419.842 (meters)    4658.27  (feet)  COMP
 CD0321  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 CD0321
 CD0321  VERT ORDER  -  FIRST     CLASS I
 CD0321
 CD0321.The horizontal coordinates were scaled from a topographic map and have
 CD0321.an estimated accuracy of +/- 6 seconds.
 CD0321
 CD0321.The orthometric height was determined by differential leveling
 CD0321.and adjusted by the National Geodetic Survey in June 1991..
 CD0321
 CD0321.The geoid height was determined by GEOID03.
 CD0321
 CD0321.The dynamic height is computed by dividing the NAVD 88
 CD0321.geopotential number by the normal gravity value computed on the
 CD0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0321.degrees latitude (g = 980.6199 gals.).
 CD0321
 CD0321.The modeled gravity was interpolated from observed gravity values.
 CD0321
 CD0321;                    North         East    Units  Estimated Accuracy
 CD0321;SPC TX C     - 3,255,800.      286,670.      MT  (+/- 180 meters Scaled)
 CD0321
 CD0321                          SUPERSEDED SURVEY CONTROL
 CD0321
 CD0321  NGVD 29 (??/??/92) 1421.440  (m)         4663.51   (f) ADJ UNCH    1 1
 CD0321
 CD0321.Superseded values are not recommended for survey control.
 CD0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0321.See file dsdata.txt to determine how the superseded data were derived.
 CD0321
 CD0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER279294(NAD 83)
 CD0321_MARKER: DB = BENCH MARK DISK
 CD0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0321_STAMPING: H 182 1933
 CD0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0321+STABILITY: SURFACE MOTION
 CD0321
 CD0321  HISTORY     - Date     Condition        Report By
 CD0321  HISTORY     - 1933     MONUMENTED       CGS
 CD0321  HISTORY     - 1973     GOOD             USGS
 CD0321  HISTORY     - 1977     GOOD             NGS
 CD0321
 CD0321                          STATION DESCRIPTION
 CD0321
 CD0321'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0321'7.3 MI NE FROM PINE SPRINGS.
 CD0321'7.3 MI. NE ALONG THE 1933 RTE. OF U.S. HWY. 62 FROM PINE SPRINGS.  IN
 CD0321'CULBERSON COUNTY, 11.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 180 AND 62
 CD0321'FROM THE TEX.-N.M. STATE LINE, TO A GRADED ROAD LEADING SOUTHEAST TO
 CD0321'THE D RANCH, THENCE 3.8 MILES SOUTHEAST AND SOUTHWEST ALONG THE GRADED
 CD0321'ROAD (1933 ROUTE OF U.S. HWY 62), 1.4 MILES SOUTHWEST OF THE LAMAR
 CD0321'CANYON ROAD CROSSING, 0.3 MILE EAST OF A CATTLEGUARD, AT THE MIDDLE OF
 CD0321'A WIDE U CURVE AROUND A HILL, 109 FEET WEST OF THE INTERSECTION OF TWO
 CD0321'FENCES, 52 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 14 FEET NORTH
 CD0321'OF A FENCE.  A STAND. DISK STAMPED H 182 1933 AND SET IN THE TOP OF A
 CD0321'CONCRETE POST PROJECTING 11 INCHES ABOVE GROUND. CONCRETE POST
 CD0321'PROJECTING 11 INCHES ABOVE GROUND.
 CD0321
 CD0321                          STATION RECOVERY (1977)
 CD0321
 CD0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0321'7.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0321'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 3.6
 CD0321'MILES SOUTHEAST ALONG A GRADED DIRT ROAD LEADING TO THE D RANCH,
 CD0321'0.3 MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING WEST
 CD0321'WHICH WAS THE 1933 ROUTE OF U.S. HIGHWAY 62, AT THE OUTSIDE
 CD0321'OF A CURVE, 53 FT. SOUTHEAST OF THE CENTER OF THE ROAD,
 CD0321'109 FT. WEST OF AN INTERSECTION OF TWO FENCES, 14 FT. NORTH OF A
 CD0321'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1814 ***********************************************************************
 CS1814  DESIGNATION -  H 183
 CS1814  PID         -  CS1814
 CS1814  STATE/COUNTY-  TX/TARRANT
 CS1814  USGS QUAD   -  KENNEDALE (1981)
 CS1814
 CS1814                         *CURRENT SURVEY CONTROL
 CS1814  ___________________________________________________________________
 CS1814* NAD 83(1986)-  32 42 23.     (N)    097 08 36.     (W)     SCALED    
 CS1814* NAVD 88     -       183.615  (meters)     602.41   (feet)  ADJUSTED  
 CS1814  ___________________________________________________________________
 CS1814  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CS1814  DYNAMIC HT  -         183.401 (meters)     601.71  (feet)  COMP
 CS1814  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 CS1814
 CS1814  VERT ORDER  -  FIRST     CLASS II
 CS1814
 CS1814.The horizontal coordinates were scaled from a topographic map and have
 CS1814.an estimated accuracy of +/- 6 seconds.
 CS1814
 CS1814.The orthometric height was determined by differential leveling
 CS1814.and adjusted by the National Geodetic Survey in June 1991..
 CS1814
 CS1814.The geoid height was determined by GEOID03.
 CS1814
 CS1814.The dynamic height is computed by dividing the NAVD 88
 CS1814.geopotential number by the normal gravity value computed on the
 CS1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1814.degrees latitude (g = 980.6199 gals.).
 CS1814
 CS1814.The modeled gravity was interpolated from observed gravity values.
 CS1814
 CS1814;                    North         East    Units  Estimated Accuracy
 CS1814;SPC TXNC     - 2,116,120.      727,190.      MT  (+/- 180 meters Scaled)
 CS1814
 CS1814                          SUPERSEDED SURVEY CONTROL
 CS1814
 CS1814  NGVD 29 (??/??/92)  183.610  (m)          602.39   (f) ADJ UNCH    1 2
 CS1814
 CS1814.Superseded values are not recommended for survey control.
 CS1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1814.See file dsdata.txt to determine how the superseded data were derived.
 CS1814
 CS1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB740202(NAD 83)
 CS1814_MARKER: DB = BENCH MARK DISK
 CS1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1814_STAMPING: H 183 1952
 CS1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1814+STABILITY: SURFACE MOTION
 CS1814
 CS1814  HISTORY     - Date     Condition        Report By
 CS1814  HISTORY     - 1952     MONUMENTED       CGS
 CS1814  HISTORY     - 1963     GOOD             NGS
 CS1814  HISTORY     - 1980     GOOD             LOCSUR
 CS1814  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1814  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1814
 CS1814                          STATION DESCRIPTION
 CS1814
 CS1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1814'4.3 MI SW FROM ARLINGTON.
 CS1814'1.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CS1814'ARLINGTON, TARRANT COUNTY, THENCE 2.0 MILES SOUTH ALONG AN OILED ROAD,
 CS1814'AND THENCE 0.7 MILE WEST ALONG ANOTHER OILED ROAD.  AT THE NORTHEAST
 CS1814'CORNER OF LUCAS AIRPORT, 66 FEET SOUTH OF THE CENTER LINE OF THE
 CS1814'EAST-AND-WEST OILED ROAD, 38 FEET SOUTHEAST OF A POLE, 31 FEET SOUTH
 CS1814'OF A FENCE CORNER, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 1
 CS1814'FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED H 183 1952 AND SET IN
 CS1814'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND. NOTE--
 CS1814'THIS BENCH MARK MAY BE REACHED FROM THE ARLINGTON STATE BANK BY GOING
 CS1814'WEST ON ABRAM STREET 1.6 MILES TO FIELDER AVENUE, THENCE SOUTH 2.0
 CS1814'MILES TO ARKANSAS LANE ROAD, THENCE WEST 0.7 MILE TO BENCH MARK ON THE
 CS1814'LEFT.
 CS1814
 CS1814                          STATION RECOVERY (1980)
 CS1814
 CS1814'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CS1814'RECOVERED IN GOOD CONDITION.
 CS1814
 CS1814                          STATION RECOVERY (1990)
 CS1814
 CS1814'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAP)
 CS1814'MARK NOT FOUND.
 CS1814
 CS1814                          STATION RECOVERY (1996)
 CS1814
 CS1814'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1418 ***********************************************************************
 CS1418  DESIGNATION -  H 184
 CS1418  PID         -  CS1418
 CS1418  STATE/COUNTY-  TX/DALLAS
 CS1418  USGS QUAD   -  MESQUITE (1973)
 CS1418
 CS1418                         *CURRENT SURVEY CONTROL
 CS1418  ___________________________________________________________________
 CS1418* NAD 83(1986)-  32 46 08.     (N)    096 36 47.     (W)     SCALED    
 CS1418* NAVD 88     -       143.650  (meters)     471.29   (feet)  ADJUSTED  
 CS1418  ___________________________________________________________________
 CS1418  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CS1418  DYNAMIC HT  -         143.490 (meters)     470.77  (feet)  COMP
 CS1418  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 CS1418
 CS1418  VERT ORDER  -  SECOND    CLASS 0
 CS1418
 CS1418.The horizontal coordinates were scaled from a topographic map and have
 CS1418.an estimated accuracy of +/- 6 seconds.
 CS1418
 CS1418.The orthometric height was determined by differential leveling
 CS1418.and adjusted by the National Geodetic Survey in June 1991..
 CS1418
 CS1418.The geoid height was determined by GEOID03.
 CS1418
 CS1418.The dynamic height is computed by dividing the NAVD 88
 CS1418.geopotential number by the normal gravity value computed on the
 CS1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1418.degrees latitude (g = 980.6199 gals.).
 CS1418
 CS1418.The modeled gravity was interpolated from observed gravity values.
 CS1418
 CS1418;                    North         East    Units  Estimated Accuracy
 CS1418;SPC TXNC     - 2,123,810.      776,770.      MT  (+/- 180 meters Scaled)
 CS1418
 CS1418                          SUPERSEDED SURVEY CONTROL
 CS1418
 CS1418  NGVD 29 (??/??/92)  143.661  (m)          471.33   (f) ADJ UNCH    2 0
 CS1418
 CS1418.Superseded values are not recommended for survey control.
 CS1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1418.See file dsdata.txt to determine how the superseded data were derived.
 CS1418
 CS1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB235281(NAD 83)
 CS1418_MARKER: DB = BENCH MARK DISK
 CS1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1418_STAMPING: H 184 1952
 CS1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1418+STABILITY: SURFACE MOTION
 CS1418
 CS1418  HISTORY     - Date     Condition        Report By
 CS1418  HISTORY     - 1952     MONUMENTED       CGS
 CS1418  HISTORY     - 1958     GOOD             NGS
 CS1418  HISTORY     - 19910624 GOOD             USPSQD
 CS1418  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1418
 CS1418                          STATION DESCRIPTION
 CS1418
 CS1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1418'0.7 MI W FROM MESQUITE.
 CS1418'0.7 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS1418'MESQUITE, 3 1/2 POLES EAST OF MILEPOST 203, 0.15 MILE WEST OF A WATER
 CS1418'STORAGE TANK, 66 FEET NORTHWEST OF THE CENTER OF THE GROSS ROAD
 CS1418'CROSSING, 44.8 FEET NORTH OF THE NORTH RAIL, 34 FEET WEST OF THE
 CS1418'CENTER LINE OF GROSS ROAD, 59 FEET SOUTH OF THE CENTER OF A WIRE GATE,
 CS1418'AT THE SOUTHEAST CORNER OF A GROVE OF CEDAR TREES, 6 FEET SOUTHWEST OF
 CS1418'A FENCE CORNER, 3 FEET EAST OF A WITNESS POST, IN LINE WITH A ROW OF
 CS1418'TELEPHONE POLES, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CS1418'FOOT ABOVE THE GROUND.
 CS1418
 CS1418                          STATION RECOVERY (1958)
 CS1418
 CS1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1418'RECOVERED IN GOOD CONDITION.
 CS1418
 CS1418                          STATION RECOVERY (1991)
 CS1418
 CS1418'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1418'RECOVERED IN GOOD CONDITION.
 CS1418
 CS1418                          STATION RECOVERY (2000)
 CS1418
 CS1418'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0171 ***********************************************************************
 CS0171  DESIGNATION -  H 185
 CS0171  PID         -  CS0171
 CS0171  STATE/COUNTY-  TX/KAUFMAN
 CS0171  USGS QUAD   -  ELMO (1981)
 CS0171
 CS0171                         *CURRENT SURVEY CONTROL
 CS0171  ___________________________________________________________________
 CS0171* NAD 83(1986)-  32 43 21.     (N)    096 10 18.     (W)     SCALED    
 CS0171* NAVD 88     -       149.574  (meters)     490.73   (feet)  ADJUSTED  
 CS0171  ___________________________________________________________________
 CS0171  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0171  DYNAMIC HT  -         149.407 (meters)     490.18  (feet)  COMP
 CS0171  MODELED GRAV-     979,521.7   (mgal)                       NAVD 88
 CS0171
 CS0171  VERT ORDER  -  SECOND    CLASS 0
 CS0171
 CS0171.The horizontal coordinates were scaled from a topographic map and have
 CS0171.an estimated accuracy of +/- 6 seconds.
 CS0171
 CS0171.The orthometric height was determined by differential leveling
 CS0171.and adjusted by the National Geodetic Survey in June 1991..
 CS0171
 CS0171.The geoid height was determined by GEOID03.
 CS0171
 CS0171.The dynamic height is computed by dividing the NAVD 88
 CS0171.geopotential number by the normal gravity value computed on the
 CS0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0171.degrees latitude (g = 980.6199 gals.).
 CS0171
 CS0171.The modeled gravity was interpolated from observed gravity values.
 CS0171
 CS0171;                    North         East    Units  Estimated Accuracy
 CS0171;SPC TXNC     - 2,119,500.      818,230.      MT  (+/- 180 meters Scaled)
 CS0171
 CS0171                          SUPERSEDED SURVEY CONTROL
 CS0171
 CS0171  NGVD 29 (??/??/92)  149.581  (m)          490.75   (f) ADJ UNCH    2 0
 CS0171
 CS0171.Superseded values are not recommended for survey control.
 CS0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0171.See file dsdata.txt to determine how the superseded data were derived.
 CS0171
 CS0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB650240(NAD 83)
 CS0171_MARKER: DB = BENCH MARK DISK
 CS0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0171_STAMPING: H 185 1952
 CS0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0171+STABILITY: SURFACE MOTION
 CS0171
 CS0171  HISTORY     - Date     Condition        Report By
 CS0171  HISTORY     - 1952     MONUMENTED       CGS
 CS0171  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0171
 CS0171                          STATION DESCRIPTION
 CS0171
 CS0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS0171'5.8 MI E FROM TERRELL.
 CS0171'5.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS0171'AT TERRELL, 1.0 MILE WEST OF BENCH MARK G 185, 74 FEET NORTH OF THE
 CS0171'CENTER LINE OF U.S. HIGHWAY 80, 35.8 FEET SOUTH OF THE SOUTH RAIL, 5.5
 CS0171'FEET EAST OF A TELEPHONE POLE, 3 FEET WEST OF A WITNESS POST, SET IN
 CS0171'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CS0171
 CS0171                          STATION RECOVERY (1988)
 CS0171
 CS0171'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0327 ***********************************************************************
 DO0327  DESIGNATION -  H 186
 DO0327  PID         -  DO0327
 DO0327  STATE/COUNTY-  TX/ARCHER
 DO0327  USGS QUAD   -  ARCHER CITY NE (1963)
 DO0327
 DO0327                         *CURRENT SURVEY CONTROL
 DO0327  ___________________________________________________________________
 DO0327* NAD 83(1986)-  33 43 14.     (N)    098 32 53.     (W)     SCALED    
 DO0327* NAVD 88     -       309.541  (meters)    1015.55   (feet)  ADJUSTED  
 DO0327  ___________________________________________________________________
 DO0327  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DO0327  DYNAMIC HT  -         309.194 (meters)    1014.41  (feet)  COMP
 DO0327  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 DO0327
 DO0327  VERT ORDER  -  SECOND    CLASS 0
 DO0327
 DO0327.The horizontal coordinates were scaled from a topographic map and have
 DO0327.an estimated accuracy of +/- 6 seconds.
 DO0327
 DO0327.The orthometric height was determined by differential leveling
 DO0327.and adjusted by the National Geodetic Survey in June 1991..
 DO0327
 DO0327.The geoid height was determined by GEOID03.
 DO0327
 DO0327.The dynamic height is computed by dividing the NAVD 88
 DO0327.geopotential number by the normal gravity value computed on the
 DO0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0327.degrees latitude (g = 980.6199 gals.).
 DO0327
 DO0327.The modeled gravity was interpolated from observed gravity values.
 DO0327
 DO0327;                    North         East    Units  Estimated Accuracy
 DO0327;SPC TXNC     - 2,227,760.      595,550.      MT  (+/- 180 meters Scaled)
 DO0327
 DO0327                          SUPERSEDED SURVEY CONTROL
 DO0327
 DO0327  NGVD 29 (??/??/92)  309.447  (m)         1015.24   (f) ADJ UNCH    2 0
 DO0327
 DO0327.Superseded values are not recommended for survey control.
 DO0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0327.See file dsdata.txt to determine how the superseded data were derived.
 DO0327
 DO0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC418312(NAD 83)
 DO0327_MARKER: DB = BENCH MARK DISK
 DO0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0327_STAMPING: H-186 1933
 DO0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0327+STABILITY: SURFACE MOTION
 DO0327
 DO0327  HISTORY     - Date     Condition        Report By
 DO0327  HISTORY     - 1933     MONUMENTED       CGS
 DO0327  HISTORY     - 1957     GOOD             NGS
 DO0327
 DO0327                          STATION DESCRIPTION
 DO0327
 DO0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0327'9.6 MI N FROM ARCHER CITY.
 DO0327'9.6 MILES NORTH OF, ALONG W.F. AND S. R. R. OPPOSITE MILEPOST NO. 16,
 DO0327'ABOUT 1000 FEET NORTHWEST OF LUKE WILSONS RANCH HOUSE 350 FEET SOUTH
 DO0327'OF STOCK LOADING PENS, 72 FEET WEST OF CENTER OF TRACK.
 DO0327
 DO0327                          STATION RECOVERY (1957)
 DO0327
 DO0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0412 ***********************************************************************
 DO0412  DESIGNATION -  H 187
 DO0412  PID         -  DO0412
 DO0412  STATE/COUNTY-  TX/BAYLOR
 DO0412  USGS QUAD   -  COPE BRANCH (1966)
 DO0412
 DO0412                         *CURRENT SURVEY CONTROL
 DO0412  ___________________________________________________________________
 DO0412* NAD 83(1986)-  33 33 24.     (N)    099 07 26.     (W)     SCALED    
 DO0412* NAVD 88     -       400.319  (meters)    1313.38   (feet)  ADJUSTED  
 DO0412  ___________________________________________________________________
 DO0412  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DO0412  DYNAMIC HT  -         399.856 (meters)    1311.86  (feet)  COMP
 DO0412  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 DO0412
 DO0412  VERT ORDER  -  SECOND    CLASS 0
 DO0412
 DO0412.The horizontal coordinates were scaled from a topographic map and have
 DO0412.an estimated accuracy of +/- 6 seconds.
 DO0412
 DO0412.The orthometric height was determined by differential leveling
 DO0412.and adjusted by the National Geodetic Survey in June 1991..
 DO0412
 DO0412.The geoid height was determined by GEOID03.
 DO0412
 DO0412.The dynamic height is computed by dividing the NAVD 88
 DO0412.geopotential number by the normal gravity value computed on the
 DO0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0412.degrees latitude (g = 980.6199 gals.).
 DO0412
 DO0412.The modeled gravity was interpolated from observed gravity values.
 DO0412
 DO0412;                    North         East    Units  Estimated Accuracy
 DO0412;SPC TXNC     - 2,209,760.      542,070.      MT  (+/- 180 meters Scaled)
 DO0412
 DO0412                          SUPERSEDED SURVEY CONTROL
 DO0412
 DO0412  NGVD 29 (??/??/92)  400.191  (m)         1312.96   (f) ADJ UNCH    2 0
 DO0412
 DO0412.Superseded values are not recommended for survey control.
 DO0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0412.See file dsdata.txt to determine how the superseded data were derived.
 DO0412
 DO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC885130(NAD 83)
 DO0412_MARKER: DB = BENCH MARK DISK
 DO0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0412_SP_SET: ABUTMENT
 DO0412_STAMPING: H 187 1933
 DO0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0412
 DO0412  HISTORY     - Date     Condition        Report By
 DO0412  HISTORY     - 1933     MONUMENTED       CGS
 DO0412  HISTORY     - 1966     GOOD             USGS
 DO0412
 DO0412                          STATION DESCRIPTION
 DO0412
 DO0412'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DO0412'10.8 MI SE FROM SEYMOUR.
 DO0412'0.6 MI. ALONG ST. LOUIS, S. FRAN. AND TEX RAILWAY FROM RENDHAM
 DO0412'SEYMOUR, 8.4 MI. E. OF ALONG FARM RD. 422 TO JCT. WITH FARM RD. 1790
 DO0412'SOUTH, TURN S. 2.4 MI. TO OLD R.R. GRADE, APPROX. 450 FT. S.E., IN THE
 DO0412'TOP OF N.E. COR OF E. ABUTMENT, A STANDARD DISK STAMPED H 187 1933.
 DO0412'NOTE -- AN ATTEMPT TO REMOVE DISK HAS BROKEN OFF ABOUT HALF, THE
 DO0412'STAMPED H 18 IS REMAINING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0349 ***********************************************************************
 CT0349  DESIGNATION -  H 188
 CT0349  PID         -  CT0349
 CT0349  STATE/COUNTY-  TX/SHACKELFORD
 CT0349  USGS QUAD   -  MORAN (1965)
 CT0349
 CT0349                         *CURRENT SURVEY CONTROL
 CT0349  ___________________________________________________________________
 CT0349* NAD 83(1986)-  32 37 22.     (N)    099 13 12.     (W)     SCALED    
 CT0349* NAVD 88     -       399.594  (meters)    1311.00   (feet)  ADJUSTED  
 CT0349  ___________________________________________________________________
 CT0349  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0349  DYNAMIC HT  -         399.086 (meters)    1309.33  (feet)  COMP
 CT0349  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 CT0349
 CT0349  VERT ORDER  -  SECOND    CLASS 0
 CT0349
 CT0349.The horizontal coordinates were scaled from a topographic map and have
 CT0349.an estimated accuracy of +/- 6 seconds.
 CT0349
 CT0349.The orthometric height was determined by differential leveling
 CT0349.and adjusted by the National Geodetic Survey in June 1991..
 CT0349
 CT0349.The geoid height was determined by GEOID03.
 CT0349
 CT0349.The dynamic height is computed by dividing the NAVD 88
 CT0349.geopotential number by the normal gravity value computed on the
 CT0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0349.degrees latitude (g = 980.6199 gals.).
 CT0349
 CT0349.The modeled gravity was interpolated from observed gravity values.
 CT0349
 CT0349;                    North         East    Units  Estimated Accuracy
 CT0349;SPC TXNC     - 2,106,260.      532,440.      MT  (+/- 180 meters Scaled)
 CT0349
 CT0349                          SUPERSEDED SURVEY CONTROL
 CT0349
 CT0349  NGVD 29 (??/??/92)  399.467  (m)         1310.58   (f) ADJ UNCH    2 0
 CT0349
 CT0349.Superseded values are not recommended for survey control.
 CT0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0349.See file dsdata.txt to determine how the superseded data were derived.
 CT0349
 CT0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB793094(NAD 83)
 CT0349_MARKER: DB = BENCH MARK DISK
 CT0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0349_SP_SET: ABUTMENT
 CT0349_STAMPING: H 188 1933
 CT0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0349
 CT0349  HISTORY     - Date     Condition        Report By
 CT0349  HISTORY     - 1933     MONUMENTED       CGS
 CT0349  HISTORY     - 1957     GOOD             NGS
 CT0349
 CT0349                          STATION DESCRIPTION
 CT0349
 CT0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0349'6.6 MI NW FROM MORAN.
 CT0349'6.6 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0349'FROM MORAN, SHACKELFORD COUNTY, AT BRIDGE 179.1 OVER SOUTH HUBBARD
 CT0349'CREEK, AND IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0248 ***********************************************************************
 DO0248  DESIGNATION -  H 189
 DO0248  PID         -  DO0248
 DO0248  STATE/COUNTY-  TX/YOUNG
 DO0248  USGS QUAD   -  GRAHAM (1981)
 DO0248
 DO0248                         *CURRENT SURVEY CONTROL
 DO0248  ___________________________________________________________________
 DO0248* NAD 83(1986)-  33 07 15.     (N)    098 36 29.     (W)     SCALED    
 DO0248* NAVD 88     -       316.061  (meters)    1036.94   (feet)  ADJUSTED  
 DO0248  ___________________________________________________________________
 DO0248  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DO0248  DYNAMIC HT  -         315.683 (meters)    1035.70  (feet)  COMP
 DO0248  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 DO0248
 DO0248  VERT ORDER  -  SECOND    CLASS 0
 DO0248
 DO0248.The horizontal coordinates were scaled from a topographic map and have
 DO0248.an estimated accuracy of +/- 6 seconds.
 DO0248
 DO0248.The orthometric height was determined by differential leveling
 DO0248.and adjusted by the National Geodetic Survey in June 1991..
 DO0248
 DO0248.The geoid height was determined by GEOID03.
 DO0248
 DO0248.The dynamic height is computed by dividing the NAVD 88
 DO0248.geopotential number by the normal gravity value computed on the
 DO0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0248.degrees latitude (g = 980.6199 gals.).
 DO0248
 DO0248.The modeled gravity was interpolated from observed gravity values.
 DO0248
 DO0248;                    North         East    Units  Estimated Accuracy
 DO0248;SPC TXNC     - 2,161,260.      589,920.      MT  (+/- 180 meters Scaled)
 DO0248
 DO0248                          SUPERSEDED SURVEY CONTROL
 DO0248
 DO0248  NGVD 29 (??/??/92)  315.976  (m)         1036.66   (f) ADJ UNCH    2 0
 DO0248
 DO0248.Superseded values are not recommended for survey control.
 DO0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0248.See file dsdata.txt to determine how the superseded data were derived.
 DO0248
 DO0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB365647(NAD 83)
 DO0248_MARKER: DB = BENCH MARK DISK
 DO0248_SETTING: 80 = SET IN A BOULDER
 DO0248_SP_SET: BOULDER
 DO0248_STAMPING: H-189 1933
 DO0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0248+STABILITY: SURFACE MOTION
 DO0248
 DO0248  HISTORY     - Date     Condition        Report By
 DO0248  HISTORY     - 1933     MONUMENTED       CGS
 DO0248  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0248  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0248  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0248
 DO0248                          STATION DESCRIPTION
 DO0248
 DO0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0248'1.8 MI W FROM GRAHAM.
 DO0248'1.8 MILES WEST OF, ALONG W.F.AND S.R.R. 350 FEET EAST OF MILEPOST 66
 DO0248'AND 43 FEET NORTH OF CENTER OF TRACK.
 DO0248
 DO0248                          STATION RECOVERY (1957)
 DO0248
 DO0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0248'MARK NOT FOUND.
 DO0248
 DO0248                          STATION RECOVERY (2001)
 DO0248
 DO0248'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 DO0248'MARK NOT FOUND.
 DO0248
 DO0248                          STATION RECOVERY (2005)
 DO0248
 DO0248'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0052 ***********************************************************************
 CE0052  DESIGNATION -  H 19
 CE0052  PID         -  CE0052
 CE0052  STATE/COUNTY-  TX/EL PASO
 CE0052  USGS QUAD   -  EL PASO (1997)
 CE0052
 CE0052                         *CURRENT SURVEY CONTROL
 CE0052  ___________________________________________________________________
 CE0052* NAD 83(1986)-  31 45 42.     (N)    106 28 58.     (W)     SCALED    
 CE0052* NAVD 88     -      1130.320  (meters)    3708.39   (feet)  POSTED    
 CE0052  ___________________________________________________________________
 CE0052  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0052  DYNAMIC HT  -        1128.630 (meters)    3702.85  (feet)  COMP
 CE0052  MODELED GRAV-     979,108.1   (mgal)                       NAVD 88
 CE0052
 CE0052  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CE0052
 CE0052.The horizontal coordinates were scaled from a topographic map and have
 CE0052.an estimated accuracy of +/- 6 seconds.
 CE0052
 CE0052.The orthometric height was determined by differential leveling
 CE0052.and adjusted by the National Geodetic Survey in 1992..
 CE0052.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CE0052.rate of 3.1 thru 4.0 mm/km.
 CE0052
 CE0052.The geoid height was determined by GEOID03.
 CE0052
 CE0052.The dynamic height is computed by dividing the NAVD 88
 CE0052.geopotential number by the normal gravity value computed on the
 CE0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0052.degrees latitude (g = 980.6199 gals.).
 CE0052
 CE0052.The modeled gravity was interpolated from observed gravity values.
 CE0052
 CE0052;                    North         East    Units  Estimated Accuracy
 CE0052;SPC TX C     - 3,248,350.      117,740.      MT  (+/- 180 meters Scaled)
 CE0052
 CE0052                          SUPERSEDED SURVEY CONTROL
 CE0052
 CE0052  NGVD 29 (??/??/92) 1129.85   (m)         3706.8    (f) COMPUTED    1 2
 CE0052
 CE0052.Superseded values are not recommended for survey control.
 CE0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0052.See file dsdata.txt to determine how the superseded data were derived.
 CE0052
 CE0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR595149(NAD 83)
 CE0052_MARKER: B = BOLT
 CE0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0052+STABILITY: SURFACE MOTION
 CE0052
 CE0052  HISTORY     - Date     Condition        Report By
 CE0052  HISTORY     - UNK      MONUMENTED       CGS
 CE0052  HISTORY     - 1956     MARK NOT FOUND   NGS
 CE0052
 CE0052                          STATION DESCRIPTION
 CE0052
 CE0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CE0052'IN EL PASO.
 CE0052'AT EL PASO, EL PASO COUNTY, AT THE INTERSECTION OF TEXAS AND OCHOA
 CE0052'STREETS, 10 FEET NORTH OF THE BUTTON MARKING THE CENTER OF THE
 CE0052'INTERSECTION, AND 10 INCHES UNDER THE PAVEMENT.  THE CROSS ON THE TOP
 CE0052'OF A COPPER BOLT, STAMPED USBM AND SET IN THE TOP OF A CONCRETE POST
 CE0052'ACCESS TO WHICH IS HAD THROUGH A HOLE IN THE PAVEMENT COVERED BY A
 CE0052'12-INCH CAST-IRON PLATE MARKED CITY MONUMENT.  NOTE-- IT HAS PROBABLY
 CE0052'BEEN COVERED WITH ASPHALT PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1437 ***********************************************************************
 FL1437  DESIGNATION -  H 19
 FL1437  PID         -  FL1437
 FL1437  STATE/COUNTY-  TX/MOORE
 FL1437  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1437
 FL1437                         *CURRENT SURVEY CONTROL
 FL1437  ___________________________________________________________________
 FL1437* NAD 83(1986)-  35 54 28.     (N)    101 39 07.     (W)     SCALED    
 FL1437* NAVD 88     -      1034.026  (meters)    3392.47   (feet)  ADJUSTED  
 FL1437  ___________________________________________________________________
 FL1437  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 FL1437  DYNAMIC HT  -        1032.857 (meters)    3388.63  (feet)  COMP
 FL1437  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 FL1437
 FL1437  VERT ORDER  -  SECOND    CLASS 0
 FL1437
 FL1437.The horizontal coordinates were scaled from a topographic map and have
 FL1437.an estimated accuracy of +/- 6 seconds.
 FL1437
 FL1437.The orthometric height was determined by differential leveling
 FL1437.and adjusted by the National Geodetic Survey in June 1991..
 FL1437
 FL1437.The geoid height was determined by GEOID03.
 FL1437
 FL1437.The dynamic height is computed by dividing the NAVD 88
 FL1437.geopotential number by the normal gravity value computed on the
 FL1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1437.degrees latitude (g = 980.6199 gals.).
 FL1437
 FL1437.The modeled gravity was interpolated from observed gravity values.
 FL1437
 FL1437;                    North         East    Units  Estimated Accuracy
 FL1437;SPC TX N     - 1,211,660.      186,290.      MT  (+/- 180 meters Scaled)
 FL1437
 FL1437                          SUPERSEDED SURVEY CONTROL
 FL1437
 FL1437  NGVD 29 (??/??/92) 1033.529  (m)         3390.84   (f) ADJ UNCH    2 0
 FL1437
 FL1437.Superseded values are not recommended for survey control.
 FL1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1437.See file dsdata.txt to determine how the superseded data were derived.
 FL1437
 FL1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE606769(NAD 83)
 FL1437_MARKER: DD = SURVEY DISK
 FL1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1437_STAMPING: H 19 1927
 FL1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1437+STABILITY: SURFACE MOTION
 FL1437
 FL1437  HISTORY     - Date     Condition        Report By
 FL1437  HISTORY     - 1927     MONUMENTED       USGS
 FL1437  HISTORY     - 1935     GOOD             NGS
 FL1437  HISTORY     - 1952     MARK NOT FOUND   NGS
 FL1437
 FL1437                          STATION DESCRIPTION
 FL1437
 FL1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1437'17.5 MI NW FROM STINNETT.
 FL1437'17.5 MILES NORTHWEST OF COURTHOUSE BY ROADS.  TO REACH FROM STINNETT
 FL1437'COURTHOUSE GO 13.5 MILES WEST ALONG STATE HIGHWAY NO. 41, THENCE 4.0
 FL1437'MILES NORTH ALONG GRADED ROAD.  AT T ROAD INTERSECTION.  63 FEET WEST
 FL1437'OF CENTERLINE OF NORTH AND SOUTH ROAD, 33 FEET SOUTH OF INTERSECTING
 FL1437'ROAD.  NOTE-- 50 FEET WEST OF A STORE.
 FL1437
 FL1437                          STATION RECOVERY (1952)
 FL1437
 FL1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FL1437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0321 ***********************************************************************
 CT0321  DESIGNATION -  H 192
 CT0321  PID         -  CT0321
 CT0321  STATE/COUNTY-  TX/SHACKELFORD
 CT0321  USGS QUAD   -  ALBANY (1965)
 CT0321
 CT0321                         *CURRENT SURVEY CONTROL
 CT0321  ___________________________________________________________________
 CT0321* NAD 83(1986)-  32 43 56.     (N)    099 16 23.     (W)     SCALED    
 CT0321* NAVD 88     -       429.212  (meters)    1408.17   (feet)  ADJUSTED  
 CT0321  ___________________________________________________________________
 CT0321  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CT0321  DYNAMIC HT  -         428.669 (meters)    1406.39  (feet)  COMP
 CT0321  MODELED GRAV-     979,361.5   (mgal)                       NAVD 88
 CT0321
 CT0321  VERT ORDER  -  SECOND    CLASS 0
 CT0321
 CT0321.The horizontal coordinates were scaled from a topographic map and have
 CT0321.an estimated accuracy of +/- 6 seconds.
 CT0321
 CT0321.The orthometric height was determined by differential leveling
 CT0321.and adjusted by the National Geodetic Survey in June 1991..
 CT0321
 CT0321.The geoid height was determined by GEOID03.
 CT0321
 CT0321.The dynamic height is computed by dividing the NAVD 88
 CT0321.geopotential number by the normal gravity value computed on the
 CT0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0321.degrees latitude (g = 980.6199 gals.).
 CT0321
 CT0321.The modeled gravity was interpolated from observed gravity values.
 CT0321
 CT0321;                    North         East    Units  Estimated Accuracy
 CT0321;SPC TXNC     - 2,118,430.      527,550.      MT  (+/- 180 meters Scaled)
 CT0321
 CT0321                          SUPERSEDED SURVEY CONTROL
 CT0321
 CT0321  NGVD 29 (??/??/92)  429.094  (m)         1407.79   (f) ADJ UNCH    2 0
 CT0321
 CT0321.Superseded values are not recommended for survey control.
 CT0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0321.See file dsdata.txt to determine how the superseded data were derived.
 CT0321
 CT0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB744216(NAD 83)
 CT0321_MARKER: DB = BENCH MARK DISK
 CT0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0321_STAMPING: H 192 1933
 CT0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0321+STABILITY: SURFACE MOTION
 CT0321
 CT0321  HISTORY     - Date     Condition        Report By
 CT0321  HISTORY     - 1933     MONUMENTED       CGS
 CT0321  HISTORY     - 1957     GOOD             NGS
 CT0321  HISTORY     - 1965     MARK NOT FOUND   USGS
 CT0321
 CT0321                          STATION DESCRIPTION
 CT0321
 CT0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0321'1.8 MI E FROM ALBANY.
 CT0321'1.8 MILES EAST ALONG OLD U.S. HIGHWAY 80 N FROM ALBANY, SHACKELFORD
 CT0321'COUNTY, 500 FEET NORTH OF A FARMHOUSE, 90 FEET SOUTH OF THE CENTER
 CT0321'LINE OF THE HIGHWAY, 30 FEET EAST OF A NORTH-AND-SOUTH FENCE, AND 35
 CT0321'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 192
 CT0321'1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM MAY HAVE BEEN
 CT0321'DESTROYED IN RECENT HIGHWAY WIDENING.  OLD U.S. HIGHWAY 80 N IS NOW
 CT0321'U.S. HIGHWAY 180.
 CT0321
 CT0321                          STATION RECOVERY (1965)
 CT0321
 CT0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0216 ***********************************************************************
 CT0216  DESIGNATION -  H 193
 CT0216  PID         -  CT0216
 CT0216  STATE/COUNTY-  TX/EASTLAND
 CT0216  USGS QUAD   -  CARBON (1966)
 CT0216
 CT0216                         *CURRENT SURVEY CONTROL
 CT0216  ___________________________________________________________________
 CT0216* NAD 83(1986)-  32 19 47.     (N)    098 51 42.     (W)     SCALED    
 CT0216* NAVD 88     -       447.852  (meters)    1469.33   (feet)  ADJUSTED  
 CT0216  ___________________________________________________________________
 CT0216  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CT0216  DYNAMIC HT  -         447.274 (meters)    1467.43  (feet)  COMP
 CT0216  MODELED GRAV-     979,336.1   (mgal)                       NAVD 88
 CT0216
 CT0216  VERT ORDER  -  SECOND    CLASS 0
 CT0216
 CT0216.The horizontal coordinates were scaled from a topographic map and have
 CT0216.an estimated accuracy of +/- 6 seconds.
 CT0216
 CT0216.The orthometric height was determined by differential leveling
 CT0216.and adjusted by the National Geodetic Survey in June 1991..
 CT0216
 CT0216.The geoid height was determined by GEOID03.
 CT0216
 CT0216.The dynamic height is computed by dividing the NAVD 88
 CT0216.geopotential number by the normal gravity value computed on the
 CT0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0216.degrees latitude (g = 980.6199 gals.).
 CT0216
 CT0216.The modeled gravity was interpolated from observed gravity values.
 CT0216
 CT0216;                    North         East    Units  Estimated Accuracy
 CT0216;SPC TXNC     - 2,073,590.      565,950.      MT  (+/- 180 meters Scaled)
 CT0216
 CT0216                          SUPERSEDED SURVEY CONTROL
 CT0216
 CT0216  NGVD 29 (??/??/92)  447.741  (m)         1468.96   (f) ADJ UNCH    2 0
 CT0216
 CT0216.Superseded values are not recommended for survey control.
 CT0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0216.See file dsdata.txt to determine how the superseded data were derived.
 CT0216
 CT0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA130769(NAD 83)
 CT0216_MARKER: DB = BENCH MARK DISK
 CT0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0216_SP_SET: BRIDGE ABUTMENT
 CT0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0216
 CT0216  HISTORY     - Date     Condition        Report By
 CT0216  HISTORY     - UNK      MONUMENTED       CGS
 CT0216  HISTORY     - 1933     GOOD             NGS
 CT0216  HISTORY     - 1957     GOOD             NGS
 CT0216
 CT0216                          STATION DESCRIPTION
 CT0216
 CT0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0216'0.7 MI NW FROM MANGUM.
 CT0216'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, 180 FEET SOUTHEAST OF
 CT0216'MILEPOST 145, IN NORTHWEST CONCRETE ABUTMENT OF STEEL BRIDGE OVER
 CT0216'SOUTH LEON RIVER.
 CT0216
 CT0216                          STATION RECOVERY (1957)
 CT0216
 CT0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CT0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0134 ***********************************************************************
 CT0134  DESIGNATION -  H 194
 CT0134  PID         -  CT0134
 CT0134  STATE/COUNTY-  TX/ERATH
 CT0134  USGS QUAD   -  DUBLIN (1965)
 CT0134
 CT0134                         *CURRENT SURVEY CONTROL
 CT0134  ___________________________________________________________________
 CT0134* NAD 83(1986)-  32 05 00.     (N)    098 20 33.     (W)     SCALED    
 CT0134* NAVD 88     -       444.926  (meters)    1459.73   (feet)  ADJUSTED  
 CT0134  ___________________________________________________________________
 CT0134  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CT0134  DYNAMIC HT  -         444.357 (meters)    1457.86  (feet)  COMP
 CT0134  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 CT0134
 CT0134  VERT ORDER  -  SECOND    CLASS 0
 CT0134
 CT0134.The horizontal coordinates were scaled from a topographic map and have
 CT0134.an estimated accuracy of +/- 6 seconds.
 CT0134
 CT0134.The orthometric height was determined by differential leveling
 CT0134.and adjusted by the National Geodetic Survey in June 1991..
 CT0134
 CT0134.The geoid height was determined by GEOID03.
 CT0134
 CT0134.The dynamic height is computed by dividing the NAVD 88
 CT0134.geopotential number by the normal gravity value computed on the
 CT0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0134.degrees latitude (g = 980.6199 gals.).
 CT0134
 CT0134.The modeled gravity was interpolated from observed gravity values.
 CT0134
 CT0134;                    North         East    Units  Estimated Accuracy
 CT0134;SPC TXNC     - 2,046,220.      614,870.      MT  (+/- 180 meters Scaled)
 CT0134
 CT0134                          SUPERSEDED SURVEY CONTROL
 CT0134
 CT0134  NGVD 29 (??/??/92)  444.827  (m)         1459.40   (f) ADJ UNCH    2 0
 CT0134
 CT0134.Superseded values are not recommended for survey control.
 CT0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0134.See file dsdata.txt to determine how the superseded data were derived.
 CT0134
 CT0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA620498(NAD 83)
 CT0134_MARKER: DB = BENCH MARK DISK
 CT0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0134_SP_SET: WALL
 CT0134_STAMPING: H 194 1933 1459.403
 CT0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0134
 CT0134  HISTORY     - Date     Condition        Report By
 CT0134  HISTORY     - 1933     MONUMENTED       CGS
 CT0134  HISTORY     - 1954     GOOD             NGS
 CT0134  HISTORY     - 19950405 GOOD             USPSQD
 CT0134  HISTORY     - 19990828 GOOD             USPSQD
 CT0134  HISTORY     - 20050517 GOOD             JCLS
 CT0134
 CT0134                          STATION DESCRIPTION
 CT0134
 CT0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0134'IN DUBLIN.
 CT0134'AT DUBLIN, ERATH COUNTY, AT THE SOUTHWEST CORNER OF THE M.K.T.R.R.
 CT0134'STATION, AND IN THE FACE OF THE CONCRETE FOUNDATION.  A STANDARD DISK
 CT0134'STAMPED AS ABOVE AND SET VERTICALLY IN THE FOUNDATION ABOUT 1 FOOT
 CT0134'ABOVE THE GROUND.
 CT0134
 CT0134                          STATION RECOVERY (1995)
 CT0134
 CT0134'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0134'RECOVERED IN GOOD CONDITION.
 CT0134
 CT0134                          STATION RECOVERY (1999)
 CT0134
 CT0134'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0134'RECOVERED IN GOOD CONDITION.
 CT0134
 CT0134                          STATION RECOVERY (2005)
 CT0134
 CT0134'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 CT0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2259 ***********************************************************************
 CS2259  DESIGNATION -  H 195
 CS2259  PID         -  CS2259
 CS2259  STATE/COUNTY-  TX/BOSQUE
 CS2259  USGS QUAD   -  MORGAN (1977)
 CS2259
 CS2259                         *CURRENT SURVEY CONTROL
 CS2259  ___________________________________________________________________
 CS2259* NAD 83(1986)-  32 01 10.     (N)    097 36 22.     (W)     SCALED    
 CS2259* NAVD 88     -       236.512  (meters)     775.96   (feet)  ADJUSTED  
 CS2259  ___________________________________________________________________
 CS2259  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS2259  DYNAMIC HT  -         236.218 (meters)     774.99  (feet)  COMP
 CS2259  MODELED GRAV-     979,390.7   (mgal)                       NAVD 88
 CS2259
 CS2259  VERT ORDER  -  SECOND    CLASS 0
 CS2259
 CS2259.The horizontal coordinates were scaled from a topographic map and have
 CS2259.an estimated accuracy of +/- 6 seconds.
 CS2259
 CS2259.The orthometric height was determined by differential leveling
 CS2259.and adjusted by the National Geodetic Survey in June 1991..
 CS2259
 CS2259.The geoid height was determined by GEOID03.
 CS2259
 CS2259.The dynamic height is computed by dividing the NAVD 88
 CS2259.geopotential number by the normal gravity value computed on the
 CS2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2259.degrees latitude (g = 980.6199 gals.).
 CS2259
 CS2259.The modeled gravity was interpolated from observed gravity values.
 CS2259
 CS2259;                    North         East    Units  Estimated Accuracy
 CS2259;SPC TX C     - 3,263,990.      957,630.      MT  (+/- 180 meters Scaled)
 CS2259
 CS2259                          SUPERSEDED SURVEY CONTROL
 CS2259
 CS2259  NGVD 29 (??/??/92)  236.476  (m)          775.84   (f) ADJ UNCH    2 0
 CS2259
 CS2259.Superseded values are not recommended for survey control.
 CS2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2259.See file dsdata.txt to determine how the superseded data were derived.
 CS2259
 CS2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA316434(NAD 83)
 CS2259_MARKER: DB = BENCH MARK DISK
 CS2259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2259_SP_SET: FOUNDATION
 CS2259_STAMPING: H 195 1933 775.838
 CS2259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2259
 CS2259  HISTORY     - Date     Condition        Report By
 CS2259  HISTORY     - 1933     MONUMENTED       CGS
 CS2259  HISTORY     - 1951     GOOD             NGS
 CS2259  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2259
 CS2259                          STATION DESCRIPTION
 CS2259
 CS2259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS2259'IN MORGAN.
 CS2259'AT MORGAN, BOSQUE COUNTY, AT THE SCHOOL BUILDING, IN THE CONCRETE
 CS2259'FOUNDATION, ABOUT 18 INCHES EAST OF THE SOUTHWEST CORNER AND 10 INCHES
 CS2259'ABOVE THE GROUND.  A STANDARD DISK STAMPED H 195 1933 775.838 AND SET
 CS2259'VERTICALLY.
 CS2259
 CS2259                          STATION RECOVERY (2001)
 CS2259
 CS2259'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0274 ***********************************************************************
 BM0274  DESIGNATION -  H 197
 BM0274  PID         -  BM0274
 BM0274  STATE/COUNTY-  TX/MILAM
 BM0274  USGS QUAD   -  GAUSE (1989)
 BM0274
 BM0274                         *CURRENT SURVEY CONTROL
 BM0274  ___________________________________________________________________
 BM0274* NAD 83(1986)-  30 47 07.     (N)    096 43 17.     (W)     SCALED    
 BM0274* NAVD 88     -       112.81   (+/-2cm)     370.1    (feet)  VERTCON   
 BM0274  ___________________________________________________________________
 BM0274  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BM0274
 BM0274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0274
 BM0274.The horizontal coordinates were scaled from a topographic map and have
 BM0274.an estimated accuracy of +/- 6 seconds.
 BM0274
 BM0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0274.The vertical order pertains to the NGVD 29 superseded value.
 BM0274
 BM0274.The geoid height was determined by GEOID03.
 BM0274
 BM0274;                    North         East    Units  Estimated Accuracy
 BM0274;SPC TX C     - 3,129,620.    1,045,630.      MT  (+/- 180 meters Scaled)
 BM0274
 BM0274                          SUPERSEDED SURVEY CONTROL
 BM0274
 BM0274  NGVD 29 (??/??/92)  112.76   (m)          369.9    (f) COMPUTED    2 0
 BM0274
 BM0274.Superseded values are not recommended for survey control.
 BM0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0274.See file dsdata.txt to determine how the superseded data were derived.
 BM0274
 BM0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV180080(NAD 83)
 BM0274_MARKER: DB = BENCH MARK DISK
 BM0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0274_STAMPING: 370.026 H 197 1933
 BM0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0274+STABILITY: SURFACE MOTION
 BM0274
 BM0274  HISTORY     - Date     Condition        Report By
 BM0274  HISTORY     - 1933     MONUMENTED       CGS
 BM0274  HISTORY     - 1960     POOR             USGS
 BM0274  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0274  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0274
 BM0274                          STATION DESCRIPTION
 BM0274
 BM0274'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BM0274'IN GAUSE.
 BM0274'AT GAUSE, MILAM COUNTY, ON THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0274'INTERNATIONAL-GREAT NORTHERN RAILROAD), 128 FEET SOUTHWEST OF THE
 BM0274'SOUTHWEST SIDE OF THE PASSENGER STATION, 53 FEET NORTHWEST OF THE
 BM0274'CENTERLINE OF THE MAIN TRACK, AND SET IN THE TOP OF A CONCRETE POST.
 BM0274'NOTE-- POST IS LEANING.
 BM0274
 BM0274                          STATION RECOVERY (1990)
 BM0274
 BM0274'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0274'MARK NOT FOUND.
 BM0274
 BM0274                          STATION RECOVERY (1999)
 BM0274
 BM0274'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0275 ***********************************************************************
 BM0275  DESIGNATION -  H 197 RESET 1972
 BM0275  PID         -  BM0275
 BM0275  STATE/COUNTY-  TX/MILAM
 BM0275  USGS QUAD   -  GAUSE (1989)
 BM0275
 BM0275                         *CURRENT SURVEY CONTROL
 BM0275  ___________________________________________________________________
 BM0275* NAD 83(1986)-  30 47 07.     (N)    096 43 16.     (W)     SCALED    
 BM0275* NAVD 88     -       112.86   (+/-2cm)     370.3    (feet)  VERTCON   
 BM0275  ___________________________________________________________________
 BM0275  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BM0275
 BM0275  VERT ORDER  -  THIRD (See Below)
 BM0275
 BM0275.The horizontal coordinates were scaled from a topographic map and have
 BM0275.an estimated accuracy of +/- 6 seconds.
 BM0275
 BM0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0275.The vertical order pertains to the NGVD 29 superseded value.
 BM0275
 BM0275.The geoid height was determined by GEOID03.
 BM0275
 BM0275;                    North         East    Units  Estimated Accuracy
 BM0275;SPC TX C     - 3,129,620.    1,045,650.      MT  (+/- 180 meters Scaled)
 BM0275
 BM0275                          SUPERSEDED SURVEY CONTROL
 BM0275
 BM0275  NGVD 29 (01/29/03)  112.81   (m)          370.1    (f) RESET       3  
 BM0275
 BM0275.Superseded values are not recommended for survey control.
 BM0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0275.See file dsdata.txt to determine how the superseded data were derived.
 BM0275
 BM0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV180080(NAD 83)
 BM0275_MARKER: DB = BENCH MARK DISK
 BM0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0275_SP_SET: MANHOLE
 BM0275_STAMPING: H 197 RESET 1972
 BM0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0275
 BM0275  HISTORY     - Date     Condition        Report By
 BM0275  HISTORY     - 1972     MONUMENTED       TXHD
 BM0275  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0275
 BM0275                          STATION DESCRIPTION
 BM0275
 BM0275'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 BM0275'IN GAUSE.
 BM0275'AT GAUSE, MILAM COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 28 FEET
 BM0275'NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AND 224 FEET WEST OF
 BM0275'THE 6 MILE COUNTY ROAD AND SET IN THE TOP OF A CONCRETE MANHOLE.
 BM0275
 BM0275                          STATION RECOVERY (1999)
 BM0275
 BM0275'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1033 ***********************************************************************
 BZ1033  DESIGNATION -  H 198
 BZ1033  PID         -  BZ1033
 BZ1033  STATE/COUNTY-  TX/CORYELL
 BZ1033  USGS QUAD   -  JONESBORO (1979)
 BZ1033
 BZ1033                         *CURRENT SURVEY CONTROL
 BZ1033  ___________________________________________________________________
 BZ1033* NAD 83(1986)-  31 33 25.     (N)    097 57 21.     (W)     SCALED    
 BZ1033* NAVD 88     -       323.082  (meters)    1059.98   (feet)  ADJUSTED  
 BZ1033  ___________________________________________________________________
 BZ1033  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ1033  DYNAMIC HT  -         322.664 (meters)    1058.61  (feet)  COMP
 BZ1033  MODELED GRAV-     979,338.6   (mgal)                       NAVD 88
 BZ1033
 BZ1033  VERT ORDER  -  SECOND    CLASS 0
 BZ1033
 BZ1033.The horizontal coordinates were scaled from a topographic map and have
 BZ1033.an estimated accuracy of +/- 6 seconds.
 BZ1033
 BZ1033.The orthometric height was determined by differential leveling
 BZ1033.and adjusted by the National Geodetic Survey in June 1991..
 BZ1033
 BZ1033.The geoid height was determined by GEOID03.
 BZ1033
 BZ1033.The dynamic height is computed by dividing the NAVD 88
 BZ1033.geopotential number by the normal gravity value computed on the
 BZ1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1033.degrees latitude (g = 980.6199 gals.).
 BZ1033
 BZ1033.The modeled gravity was interpolated from observed gravity values.
 BZ1033
 BZ1033;                    North         East    Units  Estimated Accuracy
 BZ1033;SPC TX C     - 3,211,960.      925,700.      MT  (+/- 180 meters Scaled)
 BZ1033
 BZ1033                          SUPERSEDED SURVEY CONTROL
 BZ1033
 BZ1033  NGVD 29 (??/??/92)  323.001  (m)         1059.71   (f) ADJ UNCH    2 0
 BZ1033
 BZ1033.Superseded values are not recommended for survey control.
 BZ1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1033.See file dsdata.txt to determine how the superseded data were derived.
 BZ1033
 BZ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV991918(NAD 83)
 BZ1033_MARKER: DB = BENCH MARK DISK
 BZ1033_SETTING: 66 = SET IN ROCK OUTCROP
 BZ1033_SP_SET: ROCK OUTCROP
 BZ1033_STAMPING: H 198 1933
 BZ1033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1033+STABILITY: POSITION/ELEVATION WELL
 BZ1033
 BZ1033  HISTORY     - Date     Condition        Report By
 BZ1033  HISTORY     - 1933     MONUMENTED       CGS
 BZ1033  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1033
 BZ1033                          STATION DESCRIPTION
 BZ1033
 BZ1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ1033'0.7 MI SE FROM IRELAND.
 BZ1033'0.7 MILE SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ1033'IRELAND, CORYELL COUNTY, 230 FEET SOUTHEAST OF POLE 16+3, 186 FEET
 BZ1033'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A ROCK
 BZ1033'OUTCROP.
 BZ1033
 BZ1033                          STATION RECOVERY (2001)
 BZ1033
 BZ1033'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0876 ***********************************************************************
 BZ0876  DESIGNATION -  H 199
 BZ0876  PID         -  BZ0876
 BZ0876  STATE/COUNTY-  TX/MCLENNAN
 BZ0876  USGS QUAD   -  MC GREGOR (1993)
 BZ0876
 BZ0876                         *CURRENT SURVEY CONTROL
 BZ0876  ___________________________________________________________________
 BZ0876* NAD 83(1986)-  31 22 46.     (N)    097 22 52.     (W)     SCALED    
 BZ0876* NAVD 88     -       206.506  (meters)     677.51   (feet)  ADJUSTED  
 BZ0876  ___________________________________________________________________
 BZ0876  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BZ0876  DYNAMIC HT  -         206.235 (meters)     676.62  (feet)  COMP
 BZ0876  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 BZ0876
 BZ0876  VERT ORDER  -  SECOND    CLASS 0
 BZ0876
 BZ0876.The horizontal coordinates were scaled from a topographic map and have
 BZ0876.an estimated accuracy of +/- 6 seconds.
 BZ0876
 BZ0876.The orthometric height was determined by differential leveling
 BZ0876.and adjusted by the National Geodetic Survey in June 1991..
 BZ0876
 BZ0876.The geoid height was determined by GEOID03.
 BZ0876
 BZ0876.The dynamic height is computed by dividing the NAVD 88
 BZ0876.geopotential number by the normal gravity value computed on the
 BZ0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0876.degrees latitude (g = 980.6199 gals.).
 BZ0876
 BZ0876.The modeled gravity was interpolated from observed gravity values.
 BZ0876
 BZ0876;                    North         East    Units  Estimated Accuracy
 BZ0876;SPC TX C     - 3,193,600.      980,770.      MT  (+/- 180 meters Scaled)
 BZ0876
 BZ0876                          SUPERSEDED SURVEY CONTROL
 BZ0876
 BZ0876  NGVD 29 (??/??/92)  206.462  (m)          677.37   (f) ADJ UNCH    2 0
 BZ0876
 BZ0876.Superseded values are not recommended for survey control.
 BZ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0876.See file dsdata.txt to determine how the superseded data were derived.
 BZ0876
 BZ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV539727(NAD 83)
 BZ0876_MARKER: DB = BENCH MARK DISK
 BZ0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0876_SP_SET: BRIDGE
 BZ0876_STAMPING: H 199 1933
 BZ0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0876+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 BZ0876
 BZ0876  HISTORY     - Date     Condition        Report By
 BZ0876  HISTORY     - 1933     MONUMENTED       CGS
 BZ0876  HISTORY     - 1948     GOOD             NGS
 BZ0876  HISTORY     - 19950715 GOOD             USPSQD
 BZ0876  HISTORY     - 20010317 GOOD             USPSQD
 BZ0876  HISTORY     - 20031011 GOOD             USPSQD
 BZ0876  HISTORY     - 20050728 GOOD             USPSQD
 BZ0876
 BZ0876                          STATION DESCRIPTION
 BZ0876
 BZ0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0876'4.4 MI S FROM MCGREGOR.
 BZ0876'4.4 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0876'MCGREGOR, MCLENNAN COUNTY, 0.3 MILE SOUTH OF MILEPOST 239, IN THE TOP
 BZ0876'OF THE NORTH END OF THE CONCRETE ABUTMENT OF BRIDGE 239 B, AND 8 FEET
 BZ0876'EAST OF THE CENTERLINE OF THE TRACK.  NOTE-- DESCRIPTION STATES MARK
 BZ0876'IN BRIDGE 239B-SHOULD BE BRIDGE 238B.
 BZ0876
 BZ0876                          STATION RECOVERY (1995)
 BZ0876
 BZ0876'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0876'RECOVERED IN GOOD CONDITION.
 BZ0876
 BZ0876                          STATION RECOVERY (2001)
 BZ0876
 BZ0876'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 BZ0876'RECOVERED IN GOOD CONDITION.
 BZ0876
 BZ0876                          STATION RECOVERY (2003)
 BZ0876
 BZ0876'RECOVERY NOTE BY US POWER SQUADRON 2003
 BZ0876'RECOVERED IN GOOD CONDITION.
 BZ0876
 BZ0876                          STATION RECOVERY (2005)
 BZ0876
 BZ0876'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0362 ***********************************************************************
 AB0362  DESIGNATION -  H 2
 AB0362  PID         -  AB0362
 AB0362  STATE/COUNTY-  TX/CAMERON
 AB0362  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0362
 AB0362                         *CURRENT SURVEY CONTROL
 AB0362  ___________________________________________________________________
 AB0362* NAD 83(1986)-  26 07 45.     (N)    097 25 35.     (W)     SCALED    
 AB0362* NAVD 88     -         7.344  (meters)      24.09   (feet)  ADJUSTED  
 AB0362  ___________________________________________________________________
 AB0362  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 AB0362  DYNAMIC HT  -           7.333 (meters)      24.06  (feet)  COMP
 AB0362  MODELED GRAV-     979,052.2   (mgal)                       NAVD 88
 AB0362
 AB0362  VERT ORDER  -  SECOND    CLASS 0
 AB0362
 AB0362.The horizontal coordinates were scaled from a topographic map and have
 AB0362.an estimated accuracy of +/- 6 seconds.
 AB0362
 AB0362.The orthometric height was determined by differential leveling
 AB0362.and adjusted by the National Geodetic Survey in June 1991..
 AB0362
 AB0362.The geoid height was determined by GEOID03.
 AB0362
 AB0362.The dynamic height is computed by dividing the NAVD 88
 AB0362.geopotential number by the normal gravity value computed on the
 AB0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0362.degrees latitude (g = 980.6199 gals.).
 AB0362
 AB0362.The modeled gravity was interpolated from observed gravity values.
 AB0362
 AB0362;                    North         East    Units  Estimated Accuracy
 AB0362;SPC TX S     - 5,051,700.      407,370.      MT  (+/- 180 meters Scaled)
 AB0362
 AB0362                          SUPERSEDED SURVEY CONTROL
 AB0362
 AB0362  NGVD 29 (??/??/92)    7.449  (m)           24.44   (f) ADJ UNCH    2 0
 AB0362
 AB0362.Superseded values are not recommended for survey control.
 AB0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0362.See file dsdata.txt to determine how the superseded data were derived.
 AB0362
 AB0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP573909(NAD 83)
 AB0362_MARKER: DD = SURVEY DISK
 AB0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0362_STAMPING: NO 2 H 1929
 AB0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0362+STABILITY: SURFACE MOTION
 AB0362
 AB0362  HISTORY     - Date     Condition        Report By
 AB0362  HISTORY     - 1929     MONUMENTED       USGS
 AB0362  HISTORY     - 1942     GOOD             NGS
 AB0362  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0362  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0362  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0362
 AB0362                          STATION DESCRIPTION
 AB0362
 AB0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0362'0.2 MI N FROM BAYVIEW.
 AB0362'0.2 MILE NORTH ALONG A PAVED ROAD FROM CAMERON COUNTY WATER DISTRICT
 AB0362'OFFICE NUMBER 11 AT BAYVIEW, CAMERON COUNTY, 1.8 MILES WEST ALONG A
 AB0362'PAVED ROAD LEADING TO SAN BENITO.  IN THE NORTHWEST CORNER OF A CITRUS
 AB0362'ORCHARD, AT A ROAD INTERSECTION, 30 FEET SOUTH OF THE CENTERLINE OF
 AB0362'THE EAST-AND-WEST ROAD, 18 FEET EAST OF THE CENTERLINE OF THE
 AB0362'NORTH-AND-SOUTH ROAD, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 AB0362'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED NO 2 H 1929
 AB0362'AND SET IN THE TOP OF A CONCRETE POST.
 AB0362
 AB0362                          STATION RECOVERY (1987)
 AB0362
 AB0362'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0362'MARK NOT FOUND.
 AB0362
 AB0362                          STATION RECOVERY (1987)
 AB0362
 AB0362'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0362'MARK NOT FOUND.
 AB0362
 AB0362                          STATION RECOVERY (1988)
 AB0362
 AB0362'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0001 ***********************************************************************
 EO0001  DESIGNATION -  H 20
 EO0001  PID         -  EO0001
 EO0001  STATE/COUNTY-  TX/RANDALL
 EO0001  USGS QUAD   -  UMBARGER (1984)
 EO0001
 EO0001                         *CURRENT SURVEY CONTROL
 EO0001  ___________________________________________________________________
 EO0001* NAD 83(1986)-  34 58 43.     (N)    102 01 01.     (W)     SCALED    
 EO0001* NAVD 88     -      1118.326  (meters)    3669.04   (feet)  ADJUSTED  
 EO0001  ___________________________________________________________________
 EO0001  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 EO0001  DYNAMIC HT  -        1116.960 (meters)    3664.56  (feet)  COMP
 EO0001  MODELED GRAV-     979,374.4   (mgal)                       NAVD 88
 EO0001
 EO0001  VERT ORDER  -  FIRST     CLASS II
 EO0001
 EO0001.The horizontal coordinates were scaled from a topographic map and have
 EO0001.an estimated accuracy of +/- 6 seconds.
 EO0001
 EO0001.The orthometric height was determined by differential leveling
 EO0001.and adjusted by the National Geodetic Survey in June 1991..
 EO0001
 EO0001.The geoid height was determined by GEOID03.
 EO0001
 EO0001.The dynamic height is computed by dividing the NAVD 88
 EO0001.geopotential number by the normal gravity value computed on the
 EO0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0001.degrees latitude (g = 980.6199 gals.).
 EO0001
 EO0001.The modeled gravity was interpolated from observed gravity values.
 EO0001
 EO0001;                    North         East    Units  Estimated Accuracy
 EO0001;SPC TX N     - 1,108,690.      152,800.      MT  (+/- 180 meters Scaled)
 EO0001
 EO0001                          SUPERSEDED SURVEY CONTROL
 EO0001
 EO0001  NGVD 29 (??/??/92) 1117.803  (m)         3667.33   (f) ADJ UNCH    1 2
 EO0001
 EO0001.Superseded values are not recommended for survey control.
 EO0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0001.See file dsdata.txt to determine how the superseded data were derived.
 EO0001
 EO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU723747(NAD 83)
 EO0001_MARKER: P = PIPE CAP
 EO0001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0001_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0001_STAMPING: H 20 1911 ELEV. 3667.325 FT
 EO0001_MARK LOGO: CGS   
 EO0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0001
 EO0001  HISTORY     - Date     Condition        Report By
 EO0001  HISTORY     - 1911     MONUMENTED       CGS
 EO0001  HISTORY     - 1958     GOOD             NGS
 EO0001  HISTORY     - 1984     GOOD             NGS
 EO0001
 EO0001                          STATION DESCRIPTION
 EO0001
 EO0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0001'4.6 MI W FROM CANYON.
 EO0001'ABOUT 4.6 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EO0001'STATION AT CANYON, 1 1/2 TELEPHONE POLES WEST OF MILE POST 575, 58
 EO0001'FEET SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 60, 93 FEET NORTH OF
 EO0001'THE NEAR RAIL, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 EO0001'THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND ON TOP OF AN IRON PIPE
 EO0001'PROJECTING 2 INCHES.  NOTE-- 1911 WAS STAMPED ON THE MARK BY THIS
 EO0001'PARTY.
 EO0001
 EO0001                          STATION RECOVERY (1984)
 EO0001
 EO0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0383 ***********************************************************************
 AO0383  DESIGNATION -  H 20 USGS
 AO0383  PID         -  AO0383
 AO0383  STATE/COUNTY-  TX/DIMMIT
 AO0383  USGS QUAD   -  MAC DONALD LAKE (1982)
 AO0383
 AO0383                         *CURRENT SURVEY CONTROL
 AO0383  ___________________________________________________________________
 AO0383* NAD 83(1986)-  28 23 52.     (N)    099 40 42.     (W)     SCALED    
 AO0383* NAVD 88     -       173.812  (meters)     570.25   (feet)  ADJUSTED  
 AO0383  ___________________________________________________________________
 AO0383  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AO0383  DYNAMIC HT  -         173.548 (meters)     569.38  (feet)  COMP
 AO0383  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 AO0383
 AO0383  VERT ORDER  -  FIRST     CLASS II
 AO0383
 AO0383.The horizontal coordinates were scaled from a topographic map and have
 AO0383.an estimated accuracy of +/- 6 seconds.
 AO0383
 AO0383.The orthometric height was determined by differential leveling
 AO0383.and adjusted by the National Geodetic Survey in June 1991..
 AO0383
 AO0383.The geoid height was determined by GEOID03.
 AO0383
 AO0383.The dynamic height is computed by dividing the NAVD 88
 AO0383.geopotential number by the normal gravity value computed on the
 AO0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0383.degrees latitude (g = 980.6199 gals.).
 AO0383
 AO0383.The modeled gravity was interpolated from observed gravity values.
 AO0383
 AO0383;                    North         East    Units  Estimated Accuracy
 AO0383;SPC TXSC     - 4,062,750.      533,530.      MT  (+/- 180 meters Scaled)
 AO0383
 AO0383                          SUPERSEDED SURVEY CONTROL
 AO0383
 AO0383  NGVD 29 (??/??/92)  173.75   (m)          570.0    (f) COMPUTED    1 2
 AO0383
 AO0383.Superseded values are not recommended for survey control.
 AO0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0383.See file dsdata.txt to determine how the superseded data were derived.
 AO0383
 AO0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS335414(NAD 83)
 AO0383_MARKER: DD = SURVEY DISK
 AO0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0383_STAMPING: H 20 1929
 AO0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0383+STABILITY: SURFACE MOTION
 AO0383
 AO0383  HISTORY     - Date     Condition        Report By
 AO0383  HISTORY     - 1929     MONUMENTED       USGS
 AO0383  HISTORY     - 1957     GOOD             NGS
 AO0383  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0383  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 AO0383
 AO0383                          STATION DESCRIPTION
 AO0383
 AO0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AO0383'5.5 MI NW FROM CATARINA.
 AO0383'5.5 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0383'CATARINA, 63 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 AO0383'LEADING SOUTHWEST, 123 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 AO0383'ASHERTON AND GULF RAILROAD, 35 FEET NORTHEAST OF THE CENTER LINE OF
 AO0383'THE HIGHWAY, 25 FEET SOUTHWEST OF A FENCE, 1 FOOT NORTHEAST OF A
 AO0383'WITNESS POST, 0.55 MILE SOUTHEAST OF BENCH MARK F 1088, SET IN THE TOP
 AO0383'OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 AO0383
 AO0383                          STATION RECOVERY (1982)
 AO0383
 AO0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0383'NOT RECOVERED THIS DATE.
 AO0383
 AO0383                          STATION RECOVERY (1997)
 AO0383
 AO0383'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0057 ***********************************************************************
 BN0057  DESIGNATION -  H 200
 BN0057  PID         -  BN0057
 BN0057  STATE/COUNTY-  TX/BURNET
 BN0057  USGS QUAD   -  BERTRAM (1986)
 BN0057
 BN0057                         *CURRENT SURVEY CONTROL
 BN0057  ___________________________________________________________________
 BN0057* NAD 83(1986)-  30 44 35.     (N)    098 03 10.     (W)     SCALED    
 BN0057* NAVD 88     -       385.552  (meters)    1264.93   (feet)  ADJUSTED  
 BN0057  ___________________________________________________________________
 BN0057  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 BN0057  DYNAMIC HT  -         385.032 (meters)    1263.23  (feet)  COMP
 BN0057  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 BN0057
 BN0057  VERT ORDER  -  SECOND    CLASS 0
 BN0057
 BN0057.The horizontal coordinates were scaled from a topographic map and have
 BN0057.an estimated accuracy of +/- 6 seconds.
 BN0057
 BN0057.The orthometric height was determined by differential leveling
 BN0057.and adjusted by the National Geodetic Survey in June 1991..
 BN0057
 BN0057.The geoid height was determined by GEOID03.
 BN0057
 BN0057.The dynamic height is computed by dividing the NAVD 88
 BN0057.geopotential number by the normal gravity value computed on the
 BN0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0057.degrees latitude (g = 980.6199 gals.).
 BN0057
 BN0057.The modeled gravity was interpolated from observed gravity values.
 BN0057
 BN0057;                    North         East    Units  Estimated Accuracy
 BN0057;SPC TX C     - 3,121,560.      918,350.      MT  (+/- 180 meters Scaled)
 BN0057
 BN0057                          SUPERSEDED SURVEY CONTROL
 BN0057
 BN0057  NGVD 29 (??/??/92)  385.470  (m)         1264.66   (f) ADJ UNCH    2 0
 BN0057
 BN0057.Superseded values are not recommended for survey control.
 BN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0057.See file dsdata.txt to determine how the superseded data were derived.
 BN0057
 BN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV906015(NAD 83)
 BN0057_MARKER: DB = BENCH MARK DISK
 BN0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0057_SP_SET: FOUNDATION
 BN0057_STAMPING: H-200 1933
 BN0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0057
 BN0057  HISTORY     - Date     Condition        Report By
 BN0057  HISTORY     - 1933     MONUMENTED       CGS
 BN0057
 BN0057                          STATION DESCRIPTION
 BN0057
 BN0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0057'IN BERTRAM.
 BN0057'IN NORTHEAST FOUNDATION OF BERTRAM WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0614 ***********************************************************************
 BM0614  DESIGNATION -  H 201
 BM0614  PID         -  BM0614
 BM0614  STATE/COUNTY-  TX/TRAVIS
 BM0614  USGS QUAD   -  AUSTIN EAST (1988)
 BM0614
 BM0614                         *CURRENT SURVEY CONTROL
 BM0614  ___________________________________________________________________
 BM0614* NAD 83(1986)-  30 20 45.     (N)    097 43 16.     (W)     SCALED    
 BM0614* NAVD 88     -       227.12   (+/-2cm)     745.1    (feet)  VERTCON   
 BM0614  ___________________________________________________________________
 BM0614  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 BM0614
 BM0614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0614
 BM0614.The horizontal coordinates were scaled from a topographic map and have
 BM0614.an estimated accuracy of +/- 6 seconds.
 BM0614
 BM0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0614.The vertical order pertains to the NGVD 29 superseded value.
 BM0614
 BM0614.The geoid height was determined by GEOID03.
 BM0614
 BM0614;                    North         East    Units  Estimated Accuracy
 BM0614;SPC TX C     - 3,078,240.      951,130.      MT  (+/- 180 meters Scaled)
 BM0614
 BM0614                          SUPERSEDED SURVEY CONTROL
 BM0614
 BM0614  NGVD 29 (??/??/92)  227.029  (m)          744.84   (f) ADJ UNCH    2 0
 BM0614
 BM0614.Superseded values are not recommended for survey control.
 BM0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0614.See file dsdata.txt to determine how the superseded data were derived.
 BM0614
 BM0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU229578(NAD 83)
 BM0614_MARKER: DB = BENCH MARK DISK
 BM0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0614_STAMPING: H-201 1933
 BM0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0614+STABILITY: SURFACE MOTION
 BM0614
 BM0614  HISTORY     - Date     Condition        Report By
 BM0614  HISTORY     - 1933     MONUMENTED       CGS
 BM0614  HISTORY     - 1965     GOOD             NGS
 BM0614  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0614  HISTORY     - 19860618 MARK NOT FOUND   USGS
 BM0614  HISTORY     - 19860619 MARK NOT FOUND   USGS
 BM0614  HISTORY     - 19980815 MARK NOT FOUND   USPSQD
 BM0614
 BM0614                          STATION DESCRIPTION
 BM0614
 BM0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0614'7.6 MI NW FROM AUSTIN.
 BM0614'ALONG THE TEXAS AND NEW ORLEANS RAILROAD, 175 FEET NORTHWEST OF
 BM0614'MILEPOST 8, 37 FEET NORTHEAST OF CENTER OF TRACK, 2 FEET NORTHEAST OF
 BM0614'RIGHT OF WAY FENCE, 37 FEET NORTHWEST OF CROSS FENCE.
 BM0614
 BM0614                          STATION RECOVERY (1965)
 BM0614
 BM0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 BM0614'RECOVERED IN GOOD CONDITION.
 BM0614
 BM0614                          STATION RECOVERY (1980)
 BM0614
 BM0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0614'SEARCHED FOR, NOT RECOVERED.
 BM0614
 BM0614                          STATION RECOVERY (1986)
 BM0614
 BM0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0614'MARK NOT FOUND.
 BM0614
 BM0614                          STATION RECOVERY (1986)
 BM0614
 BM0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0614'MARK NOT FOUND.
 BM0614
 BM0614                          STATION RECOVERY (1998)
 BM0614
 BM0614'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0082 ***********************************************************************
 BN0082  DESIGNATION -  H 202
 BN0082  PID         -  BN0082
 BN0082  STATE/COUNTY-  TX/HAYS
 BN0082  USGS QUAD   -  HENLY (1986)
 BN0082
 BN0082                         *CURRENT SURVEY CONTROL
 BN0082  ___________________________________________________________________
 BN0082* NAD 83(1986)-  30 12 00.     (N)    098 10 59.     (W)     SCALED    
 BN0082* NAVD 88     -       412.885  (meters)    1354.61   (feet)  ADJUSTED  
 BN0082  ___________________________________________________________________
 BN0082  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 BN0082  DYNAMIC HT  -         412.307 (meters)    1352.71  (feet)  COMP
 BN0082  MODELED GRAV-     979,228.6   (mgal)                       NAVD 88
 BN0082
 BN0082  VERT ORDER  -  SECOND    CLASS 0
 BN0082
 BN0082.The horizontal coordinates were scaled from a topographic map and have
 BN0082.an estimated accuracy of +/- 6 seconds.
 BN0082
 BN0082.The orthometric height was determined by differential leveling
 BN0082.and adjusted by the National Geodetic Survey in June 1991..
 BN0082
 BN0082.The geoid height was determined by GEOID03.
 BN0082
 BN0082.The dynamic height is computed by dividing the NAVD 88
 BN0082.geopotential number by the normal gravity value computed on the
 BN0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0082.degrees latitude (g = 980.6199 gals.).
 BN0082
 BN0082.The modeled gravity was interpolated from observed gravity values.
 BN0082
 BN0082;                    North         East    Units  Estimated Accuracy
 BN0082;SPC TXSC     - 4,262,570.      678,660.      MT  (+/- 180 meters Scaled)
 BN0082
 BN0082                          SUPERSEDED SURVEY CONTROL
 BN0082
 BN0082  NGVD 29 (??/??/92)  412.789  (m)         1354.29   (f) ADJ UNCH    2 0
 BN0082
 BN0082.Superseded values are not recommended for survey control.
 BN0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0082.See file dsdata.txt to determine how the superseded data were derived.
 BN0082
 BN0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU786412(NAD 83)
 BN0082_MARKER: DB = BENCH MARK DISK
 BN0082_SETTING: 66 = SET IN ROCK OUTCROP
 BN0082_SP_SET: ROCK OUTCROP
 BN0082_STAMPING: H 202 1933
 BN0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0082+STABILITY: POSITION/ELEVATION WELL
 BN0082
 BN0082  HISTORY     - Date     Condition        Report By
 BN0082  HISTORY     - 1933     MONUMENTED       CGS
 BN0082  HISTORY     - 1963     GOOD             USGS
 BN0082  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0082  HISTORY     - 19990925 GOOD             USPSQD
 BN0082
 BN0082                          STATION DESCRIPTION
 BN0082
 BN0082'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BN0082'6.0 MI W FROM DRIPPING SPRINGS.
 BN0082'6.15 MILES WEST ALONG U.S. HWY. 290 FROM JUNCTION WITH RANCH ROAD 12
 BN0082'AT DRIPPING SPRINGS, HAYS COUNTY.  290 FT. NNE OF THE CENTER LINE OF
 BN0082'THE HWY. OPP. FENCE CORNER AND IN A ROCK OUTCROP.  A STANDARD C AND GS
 BN0082'TABLET STAMPED H 202 1933.
 BN0082
 BN0082                          STATION RECOVERY (1990)
 BN0082
 BN0082'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0082'MARK NOT FOUND.
 BN0082
 BN0082                          STATION RECOVERY (1999)
 BN0082
 BN0082'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0165 ***********************************************************************
 BN0165  DESIGNATION -  H 203
 BN0165  PID         -  BN0165
 BN0165  STATE/COUNTY-  TX/GILLESPIE
 BN0165  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 BN0165
 BN0165                         *CURRENT SURVEY CONTROL
 BN0165  ___________________________________________________________________
 BN0165* NAD 83(1986)-  30 15 04.     (N)    098 50 52.     (W)     SCALED    
 BN0165* NAVD 88     -       497.309  (meters)    1631.59   (feet)  POSTED    
 BN0165  ___________________________________________________________________
 BN0165  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BN0165  DYNAMIC HT  -         496.610 (meters)    1629.29  (feet)  COMP
 BN0165  MODELED GRAV-     979,230.5   (mgal)                       NAVD 88
 BN0165
 BN0165  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BN0165
 BN0165.The horizontal coordinates were scaled from a topographic map and have
 BN0165.an estimated accuracy of +/- 6 seconds.
 BN0165
 BN0165.The orthometric height was determined by differential leveling
 BN0165.and adjusted by the National Geodetic Survey in 1992..
 BN0165.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BN0165.rate of 1.1 thru 2.0 mm/km.
 BN0165
 BN0165.The geoid height was determined by GEOID03.
 BN0165
 BN0165.The dynamic height is computed by dividing the NAVD 88
 BN0165.geopotential number by the normal gravity value computed on the
 BN0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0165.degrees latitude (g = 980.6199 gals.).
 BN0165
 BN0165.The modeled gravity was interpolated from observed gravity values.
 BN0165
 BN0165;                    North         East    Units  Estimated Accuracy
 BN0165;SPC TX C     - 3,065,750.      842,960.      MT  (+/- 180 meters Scaled)
 BN0165
 BN0165                          SUPERSEDED SURVEY CONTROL
 BN0165
 BN0165  NGVD 29 (??/??/92)  497.251  (m)         1631.40   (f) ADJ UNCH    2 0
 BN0165
 BN0165.Superseded values are not recommended for survey control.
 BN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0165.See file dsdata.txt to determine how the superseded data were derived.
 BN0165
 BN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU146466(NAD 83)
 BN0165_MARKER: DB = BENCH MARK DISK
 BN0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0165_STAMPING: H 203 1933
 BN0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0165+STABILITY: SURFACE MOTION
 BN0165
 BN0165  HISTORY     - Date     Condition        Report By
 BN0165  HISTORY     - 1933     MONUMENTED       CGS
 BN0165  HISTORY     - 1953     GOOD             NGS
 BN0165  HISTORY     - 1964     MARK NOT FOUND   USGS
 BN0165  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0165
 BN0165                          STATION DESCRIPTION
 BN0165
 BN0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0165'2.3 MI SE FROM FREDERICKSBURG.
 BN0165'2.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BN0165'FREDERICKSBURG, 205 FEET NORTHWEST OF THE TOP OF A SMALL HILL, 40 FEET
 BN0165'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF A POWER
 BN0165'POLE, 10 FEET NORTHWEST OF A 16 INCH OAK TREE, 2.2 FEET SOUTHWEST OF A
 BN0165'FENCE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BN0165'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BN0165
 BN0165                          STATION RECOVERY (1964)
 BN0165
 BN0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BN0165'MARK NOT FOUND.
 BN0165
 BN0165                          STATION RECOVERY (1993)
 BN0165
 BN0165'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0419 ***********************************************************************
 BZ0419  DESIGNATION -  H 204
 BZ0419  PID         -  BZ0419
 BZ0419  STATE/COUNTY-  TX/LEON
 BZ0419  USGS QUAD   -  JEWETT (1982)
 BZ0419
 BZ0419                         *CURRENT SURVEY CONTROL
 BZ0419  ___________________________________________________________________
 BZ0419* NAD 83(1986)-  31 16 46.     (N)    096 08 25.     (W)     SCALED    
 BZ0419* NAVD 88     -       142.29   (+/-2cm)     466.8    (feet)  VERTCON   
 BZ0419  ___________________________________________________________________
 BZ0419  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BZ0419
 BZ0419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0419
 BZ0419.The horizontal coordinates were scaled from a topographic map and have
 BZ0419.an estimated accuracy of +/- 6 seconds.
 BZ0419
 BZ0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0419.The vertical order pertains to the NGVD 29 superseded value.
 BZ0419
 BZ0419.The geoid height was determined by GEOID03.
 BZ0419
 BZ0419;                    North         East    Units  Estimated Accuracy
 BZ0419;SPC TX C     - 3,186,310.    1,099,150.      MT  (+/- 180 meters Scaled)
 BZ0419
 BZ0419                          SUPERSEDED SURVEY CONTROL
 BZ0419
 BZ0419  NGVD 29 (??/??/92)  142.264  (m)          466.74   (f) ADJ UNCH    2 0
 BZ0419
 BZ0419.Superseded values are not recommended for survey control.
 BZ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0419.See file dsdata.txt to determine how the superseded data were derived.
 BZ0419
 BZ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV722641(NAD 83)
 BZ0419_MARKER: DB = BENCH MARK DISK
 BZ0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0419_STAMPING: H-204 1933
 BZ0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0419+STABILITY: SURFACE MOTION
 BZ0419
 BZ0419  HISTORY     - Date     Condition        Report By
 BZ0419  HISTORY     - 1933     MONUMENTED       CGS
 BZ0419  HISTORY     - 1942     GOOD             NGS
 BZ0419
 BZ0419                          STATION DESCRIPTION
 BZ0419
 BZ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0419'2.2 MI N FROM CONCORD.
 BZ0419'2.2 MILES NORTH OF, ALONG BURLINGTON AND ROCK ISLAND R.R. AT MILE POST
 BZ0419'178, 0.3 MILES SOUTH OF ROAD CROSSING, 45 FEET WEST OF TRACK.  2 FEET
 BZ0419'INSIDE RIGHT OF WAY FENCE.
 BZ0419
 BZ0419                          STATION RECOVERY (1942)
 BZ0419
 BZ0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BZ0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1663 ***********************************************************************
 BL1663  DESIGNATION -  H 205
 BL1663  PID         -  BL1663
 BL1663  STATE/COUNTY-  TX/MADISON
 BL1663  USGS QUAD   -  CONNOR (1962)
 BL1663
 BL1663                         *CURRENT SURVEY CONTROL
 BL1663  ___________________________________________________________________
 BL1663* NAD 83(1986)-  30 54 08.     (N)    095 47 31.     (W)     SCALED    
 BL1663* NAVD 88     -        63.27   (+/-2cm)     207.6    (feet)  VERTCON   
 BL1663  ___________________________________________________________________
 BL1663  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BL1663
 BL1663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1663
 BL1663.The horizontal coordinates were scaled from a topographic map and have
 BL1663.an estimated accuracy of +/- 6 seconds.
 BL1663
 BL1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1663.The vertical order pertains to the NGVD 29 superseded value.
 BL1663
 BL1663.The geoid height was determined by GEOID03.
 BL1663
 BL1663;                    North         East    Units  Estimated Accuracy
 BL1663;SPC TX C     - 3,145,830.    1,133,990.      MT  (+/- 180 meters Scaled)
 BL1663
 BL1663                          SUPERSEDED SURVEY CONTROL
 BL1663
 BL1663  NGVD 29 (??/??/92)   63.269  (m)          207.57   (f) ADJ UNCH    2 0
 BL1663
 BL1663.Superseded values are not recommended for survey control.
 BL1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1663.See file dsdata.txt to determine how the superseded data were derived.
 BL1663
 BL1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ331221(NAD 83)
 BL1663_MARKER: DB = BENCH MARK DISK
 BL1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1663_STAMPING: H 205 1933 207.486
 BL1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1663+STABILITY: SURFACE MOTION
 BL1663
 BL1663  HISTORY     - Date     Condition        Report By
 BL1663  HISTORY     - 1933     MONUMENTED       CGS
 BL1663  HISTORY     - 1947     GOOD             NGS
 BL1663
 BL1663                          STATION DESCRIPTION
 BL1663
 BL1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1663'8.45 MI SE FROM MADISONVILLE.
 BL1663'8.45 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75 FROM THE MADISONVILLE
 BL1663'HIGH SCHOOL AT MADISONVILLE, ALONG AN OLD SECTION OF THE HIGHWAY AND
 BL1663'0.2 MILE SOUTH OF THE JUNCTION OF THE OLD SECTION AND THE NEW SECTION
 BL1663'OF THE HIGHWAY, 100.0 FEET SOUTH OF A 2-FOOT OAK TREE WHICH IS ALONG
 BL1663'THE NORTH EDGE OF AN OLD ABANDONED AND VERY DIM DIRT ROAD LEADING
 BL1663'WEST, 46.5 FEET WEST OF THE CENTER OF THE HIGHWAY, 8.5 FEET NORTH OF A
 BL1663'POINT ACROSS THE HIGHWAY FROM AND IN LINE WITH AN EAST-WEST FENCE
 BL1663'LINE, 4.2 FEET SOUTH OF TELEPHONE POLE NO. H E 48, 2.6 FEET EAST OF
 BL1663'THE WEST RIGHT OF WAY FENCE, 1.4 FOOT NORTH OF A REFERENCE POST, SET
 BL1663'IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE HIGHWAY AND
 BL1663'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1649 ***********************************************************************
 BL1649  DESIGNATION -  H 206
 BL1649  PID         -  BL1649
 BL1649  STATE/COUNTY-  TX/GRIMES
 BL1649  USGS QUAD   -  ROANS PRAIRIE (1962)
 BL1649
 BL1649                         *CURRENT SURVEY CONTROL
 BL1649  ___________________________________________________________________
 BL1649* NAD 83(1986)-  30 36 58.     (N)    095 56 36.     (W)     SCALED    
 BL1649* NAVD 88     -       103.48   (+/-2cm)     339.5    (feet)  VERTCON   
 BL1649  ___________________________________________________________________
 BL1649  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BL1649
 BL1649  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1649
 BL1649.The horizontal coordinates were scaled from a topographic map and have
 BL1649.an estimated accuracy of +/- 6 seconds.
 BL1649
 BL1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1649.The vertical order pertains to the NGVD 29 superseded value.
 BL1649
 BL1649.The geoid height was determined by GEOID03.
 BL1649
 BL1649;                    North         East    Units  Estimated Accuracy
 BL1649;SPC TX C     - 3,113,560.    1,120,780.      MT  (+/- 180 meters Scaled)
 BL1649
 BL1649                          SUPERSEDED SURVEY CONTROL
 BL1649
 BL1649  NGVD 29 (??/??/92)  103.458  (m)          339.43   (f) ADJ UNCH    2 0
 BL1649
 BL1649.Superseded values are not recommended for survey control.
 BL1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1649.See file dsdata.txt to determine how the superseded data were derived.
 BL1649
 BL1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP178907(NAD 83)
 BL1649_MARKER: DB = BENCH MARK DISK
 BL1649_SETTING: 0 = UNSPECIFIED SETTING
 BL1649_STAMPING: H-206 1933
 BL1649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1649+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 BL1649
 BL1649  HISTORY     - Date     Condition        Report By
 BL1649  HISTORY     - 1933     MONUMENTED       CGS
 BL1649  HISTORY     - 1954     MARK NOT FOUND   NGS
 BL1649  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1649  HISTORY     - 19991102 GOOD             USPSQD
 BL1649  HISTORY     - 20041014 GOOD             USPSQD
 BL1649
 BL1649                          STATION DESCRIPTION
 BL1649
 BL1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BL1649'2.0 MI N FROM ROANS PRAIRIE.
 BL1649'2.0 MILES NORTH OF, ALONG THE INTERNATIONAL AND GREAT-NORTHERN
 BL1649'RAILROAD.  200 FEET NORTHWEST OF MILE POST 20/20.  22 FEET NORTHWEST
 BL1649'OF ROAD CROSSING, 25 FEET SOUTHWEST OF CENTER OF TRACK.
 BL1649
 BL1649                          STATION RECOVERY (1954)
 BL1649
 BL1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1649'MARK NOT FOUND.
 BL1649
 BL1649                          STATION RECOVERY (1994)
 BL1649
 BL1649'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1649'MARK NOT FOUND.
 BL1649
 BL1649                          STATION RECOVERY (1999)
 BL1649
 BL1649'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1649'RECOVERED IN GOOD CONDITION.
 BL1649
 BL1649                          STATION RECOVERY (2004)
 BL1649
 BL1649'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1649'METAL WETNESS POST. ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0099 ***********************************************************************
 BM0099  DESIGNATION -  H 207
 BM0099  PID         -  BM0099
 BM0099  STATE/COUNTY-  TX/WASHINGTON
 BM0099  USGS QUAD   -  CHAPPELL HILL (1989)
 BM0099
 BM0099                         *CURRENT SURVEY CONTROL
 BM0099  ___________________________________________________________________
 BM0099* NAD 83(1986)-  30 07 57.     (N)    096 15 24.     (W)     SCALED    
 BM0099* NAVD 88     -        92.45   (+/-2cm)     303.3    (feet)  VERTCON   
 BM0099  ___________________________________________________________________
 BM0099  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BM0099
 BM0099  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0099
 BM0099.The horizontal coordinates were scaled from a topographic map and have
 BM0099.an estimated accuracy of +/- 6 seconds.
 BM0099
 BM0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0099.The vertical order pertains to the NGVD 29 superseded value.
 BM0099
 BM0099.The geoid height was determined by GEOID03.
 BM0099
 BM0099;                    North         East    Units  Estimated Accuracy
 BM0099;SPC TX C     - 3,058,840.    1,092,730.      MT  (+/- 180 meters Scaled)
 BM0099
 BM0099                          SUPERSEDED SURVEY CONTROL
 BM0099
 BM0099  NGVD 29 (??/??/92)   92.426  (m)          303.23   (f) ADJ UNCH    2 0
 BM0099
 BM0099.Superseded values are not recommended for survey control.
 BM0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0099.See file dsdata.txt to determine how the superseded data were derived.
 BM0099
 BM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU642366(NAD 83)
 BM0099_MARKER: DB = BENCH MARK DISK
 BM0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0099_STAMPING: H 207 1933 303.129
 BM0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0099+STABILITY: SURFACE MOTION
 BM0099
 BM0099  HISTORY     - Date     Condition        Report By
 BM0099  HISTORY     - 1933     MONUMENTED       CGS
 BM0099  HISTORY     - 1954     GOOD             NGS
 BM0099  HISTORY     - 19910622 GOOD             USPSQD
 BM0099  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0099  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0099
 BM0099                          STATION DESCRIPTION
 BM0099
 BM0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0099'0.3 MI W FROM CHAPEL HILL.
 BM0099'0.3 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0099'STATION SIGN AT CHAPEL HILL, 93 FEET SOUTHWEST OF THE CENTER OF A
 BM0099'PRIVATE ROAD CROSSING, 25.6 FEET SOUTH OF THE SOUTH RAIL, 3 FEET SOUTH
 BM0099'OF A FENCE, 4 FEET SOUTH OF A WITNESS POST, 3 FEET BELOW THE TOP OF
 BM0099'THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT
 BM0099'ABOVE THE GROUND.
 BM0099
 BM0099                          STATION RECOVERY (1991)
 BM0099
 BM0099'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0099'RECOVERED IN GOOD CONDITION.
 BM0099
 BM0099                          STATION RECOVERY (1994)
 BM0099
 BM0099'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0099'MARK NOT FOUND.
 BM0099
 BM0099                          STATION RECOVERY (1994)
 BM0099
 BM0099'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0322 ***********************************************************************
 BM0322  DESIGNATION -  H 208
 BM0322  PID         -  BM0322
 BM0322  STATE/COUNTY-  TX/BURLESON
 BM0322  USGS QUAD   -  CALDWELL (1989)
 BM0322
 BM0322                         *CURRENT SURVEY CONTROL
 BM0322  ___________________________________________________________________
 BM0322* NAD 83(1986)-  30 33 18.     (N)    096 44 49.     (W)     SCALED    
 BM0322* NAVD 88     -       123.45   (+/-2cm)     405.0    (feet)  VERTCON   
 BM0322  ___________________________________________________________________
 BM0322  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BM0322
 BM0322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0322
 BM0322.The horizontal coordinates were scaled from a topographic map and have
 BM0322.an estimated accuracy of +/- 6 seconds.
 BM0322
 BM0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0322.The vertical order pertains to the NGVD 29 superseded value.
 BM0322
 BM0322.The geoid height was determined by GEOID03.
 BM0322
 BM0322;                    North         East    Units  Estimated Accuracy
 BM0322;SPC TX C     - 3,104,020.    1,044,010.      MT  (+/- 180 meters Scaled)
 BM0322
 BM0322                          SUPERSEDED SURVEY CONTROL
 BM0322
 BM0322  NGVD 29 (??/??/92)  123.399  (m)          404.85   (f) ADJ UNCH    2 0
 BM0322
 BM0322.Superseded values are not recommended for survey control.
 BM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0322.See file dsdata.txt to determine how the superseded data were derived.
 BM0322
 BM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU161824(NAD 83)
 BM0322_MARKER: DB = BENCH MARK DISK
 BM0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0322_STAMPING: H-208 1934
 BM0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0322+STABILITY: SURFACE MOTION
 BM0322
 BM0322  HISTORY     - Date     Condition        Report By
 BM0322  HISTORY     - 1934     MONUMENTED       CGS
 BM0322  HISTORY     - 1961     MARK NOT FOUND   USGS
 BM0322
 BM0322                          STATION DESCRIPTION
 BM0322
 BM0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0322'3.3 MI SE FROM CHRIESMAN.
 BM0322'3.3 MILES SOUTHEAST OF, ALONG GULF COLORADO AND SANTA FE RAILROAD 615
 BM0322'YARDS NORTHWEST OF MILEPOST 161, 75 FEET SOUTH OF ROAD CROSSING, 40
 BM0322'FEET SOUTHWEST OF CENTER OF TRACK 26 FEET NORTHEAST OF RIGHT OF WAY
 BM0322'FENCE.
 BM0322
 BM0322                          STATION RECOVERY (1961)
 BM0322
 BM0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BM0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0353 ***********************************************************************
 BM0353  DESIGNATION -  H 209
 BM0353  PID         -  BM0353
 BM0353  STATE/COUNTY-  TX/WILLIAMSON
 BM0353  USGS QUAD   -  TAYLOR (1989)
 BM0353
 BM0353                         *CURRENT SURVEY CONTROL
 BM0353  ___________________________________________________________________
 BM0353* NAD 83(1986)-  30 35 46.     (N)    097 24 28.     (W)     SCALED    
 BM0353* NAVD 88     -       185.12   (+/-2cm)     607.3    (feet)  VERTCON   
 BM0353  ___________________________________________________________________
 BM0353  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BM0353
 BM0353  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0353
 BM0353.The horizontal coordinates were scaled from a topographic map and have
 BM0353.an estimated accuracy of +/- 6 seconds.
 BM0353
 BM0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0353.The vertical order pertains to the NGVD 29 superseded value.
 BM0353
 BM0353.The geoid height was determined by GEOID03.
 BM0353
 BM0353;                    North         East    Units  Estimated Accuracy
 BM0353;SPC TX C     - 3,106,720.      980,520.      MT  (+/- 180 meters Scaled)
 BM0353
 BM0353                          SUPERSEDED SURVEY CONTROL
 BM0353
 BM0353  NGVD 29 (??/??/92)  185.041  (m)          607.09   (f) ADJ UNCH    1 2
 BM0353
 BM0353.Superseded values are not recommended for survey control.
 BM0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0353.See file dsdata.txt to determine how the superseded data were derived.
 BM0353
 BM0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU526859(NAD 83)
 BM0353_MARKER: DB = BENCH MARK DISK
 BM0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0353_STAMPING: H-209 1933
 BM0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0353+STABILITY: SURFACE MOTION
 BM0353
 BM0353  HISTORY     - Date     Condition        Report By
 BM0353  HISTORY     - 1933     MONUMENTED       CGS
 BM0353  HISTORY     - 1935     GOOD             NGS
 BM0353  HISTORY     - 19991231 GOOD             USPSQD
 BM0353
 BM0353                          STATION DESCRIPTION
 BM0353
 BM0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0353'2.0 MI NW FROM TAYLOR.
 BM0353'2.0 MILES NORTHWEST OF, ALONG M. K. T. RAILROAD 65 FEET SOUTHWEST OF
 BM0353'MILEPOST 917, 35 FEET SOUTHWEST OF CENTER OF TRACK.
 BM0353
 BM0353                          STATION RECOVERY (1935)
 BM0353
 BM0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0353'RECOVERED IN GOOD CONDITION.
 BM0353
 BM0353                          STATION RECOVERY (1999)
 BM0353
 BM0353'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2280 ***********************************************************************
 AX2280  DESIGNATION -  H 21
 AX2280  PID         -  AX2280
 AX2280  STATE/COUNTY-  TX/GUADALUPE
 AX2280  USGS QUAD   -  GERONIMO (1994)
 AX2280
 AX2280                         *CURRENT SURVEY CONTROL
 AX2280  ___________________________________________________________________
 AX2280* NAD 83(1986)-  29 39 39.     (N)    097 58 02.     (W)     SCALED    
 AX2280* NAVD 88     -       178.09   (+/-2cm)     584.3    (feet)  VERTCON   
 AX2280  ___________________________________________________________________
 AX2280  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AX2280
 AX2280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2280
 AX2280.The horizontal coordinates were scaled from a topographic map and have
 AX2280.an estimated accuracy of +/- 6 seconds.
 AX2280
 AX2280.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2280.The vertical order pertains to the NGVD 29 superseded value.
 AX2280
 AX2280.The geoid height was determined by GEOID03.
 AX2280
 AX2280;                    North         East    Units  Estimated Accuracy
 AX2280;SPC TXSC     - 4,202,980.      699,970.      MT  (+/- 180 meters Scaled)
 AX2280
 AX2280                          SUPERSEDED SURVEY CONTROL
 AX2280
 AX2280  NGVD 29 (??/??/92)  178.014  (m)          584.03   (f) ADJ UNCH    2 0
 AX2280
 AX2280.Superseded values are not recommended for survey control.
 AX2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2280.See file dsdata.txt to determine how the superseded data were derived.
 AX2280
 AX2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT999816(NAD 83)
 AX2280_MARKER: P = PIPE CAP
 AX2280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AX2280_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AX2280_STAMPING: H 21 1924 582
 AX2280_MARK LOGO: USGS  
 AX2280_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2280
 AX2280  HISTORY     - Date     Condition        Report By
 AX2280  HISTORY     - 1924     MONUMENTED       USGS
 AX2280  HISTORY     - 1959     GOOD             DOD
 AX2280  HISTORY     - 19930203 POOR             USPSQD
 AX2280  HISTORY     - 19930808 GOOD             USPSQD
 AX2280  HISTORY     - 19990925 GOOD             USPSQD
 AX2280  HISTORY     - 20030517 GOOD             USPSQD
 AX2280
 AX2280                          STATION DESCRIPTION
 AX2280
 AX2280'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2280'IN GERONIMO.
 AX2280'AT GERONIMO, GUADALUPE COUNTY, ON STATE HIGHWAY 123, ABOUT 200 FEET
 AX2280'SOUTH OF THE OLD BANK BUILDING, 36 FEET WEST OF THE CENTERLINE OF THE
 AX2280'HIGHWAY, 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 2
 AX2280'FEET WEST OF THE CORNER OF A YARD FENCE, AND 3 FEET SOUTHWEST OF A
 AX2280'WHITE WOODEN WITNESS POST.  NOTE-- THE MARK IS 116 FEET
 AX2280'NORTH-NORTHWEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH HIGHWAY AT A
 AX2280'TREE LINE TO THE WEST BETWEEN HOUSES, AND 24 FEET SOUTH OF THE SOUTH
 AX2280'EDGE OF A LONE TREE.  THE PIPE PROJECTS 2.8 FEET ABOVE GROUND.
 AX2280
 AX2280                          STATION RECOVERY (1993)
 AX2280
 AX2280'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2280'RECOVERED IN POOR CONDITION.  NOTE-STEEL PIPE POST LEANING 20
 AX2280'DEGREES.  BRONZE CAP LEGIBLE, HAS WITNESS POST, OLD BANK BUILDING IS
 AX2280'NOW US POST OFFICE, MARK IS 240 FEET (73.2 M) SOUTH OF THE SOUTHEAST
 AX2280'BUILDING CORNER AND 37.2 FEET (11.3 M) WEST OF THE CENTERLINE OF HWY.
 AX2280'TX 123.
 AX2280
 AX2280                          STATION RECOVERY (1993)
 AX2280
 AX2280'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2280'RECOVERED IN GOOD CONDITION.
 AX2280
 AX2280                          STATION RECOVERY (1999)
 AX2280
 AX2280'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2280'RECOVERED IN GOOD CONDITION.
 AX2280
 AX2280                          STATION RECOVERY (2003)
 AX2280
 AX2280'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPD)
 AX2280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0679 ***********************************************************************
 AX0679  DESIGNATION -  H 210
 AX0679  PID         -  AX0679
 AX0679  STATE/COUNTY-  TX/LAVACA
 AX0679  USGS QUAD   -  SUBLIME (1981)
 AX0679
 AX0679                         *CURRENT SURVEY CONTROL
 AX0679  ___________________________________________________________________
 AX0679* NAD 83(1986)-  29 29 08.     (N)    096 46 03.     (W)     SCALED    
 AX0679* NAVD 88     -        79.10   (+/-2cm)     259.5    (feet)  VERTCON   
 AX0679  ___________________________________________________________________
 AX0679  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0679
 AX0679  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0679
 AX0679.The horizontal coordinates were scaled from a topographic map and have
 AX0679.an estimated accuracy of +/- 6 seconds.
 AX0679
 AX0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0679.The vertical order pertains to the NGVD 29 superseded value.
 AX0679
 AX0679.The geoid height was determined by GEOID03.
 AX0679
 AX0679;                    North         East    Units  Estimated Accuracy
 AX0679;SPC TXSC     - 4,185,180.      816,470.      MT  (+/- 180 meters Scaled)
 AX0679
 AX0679                          SUPERSEDED SURVEY CONTROL
 AX0679
 AX0679  NGVD 29 (??/??/92)   79.088  (m)          259.47   (f) ADJ UNCH    2 0
 AX0679
 AX0679.Superseded values are not recommended for survey control.
 AX0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0679.See file dsdata.txt to determine how the superseded data were derived.
 AX0679
 AX0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT164638(NAD 83)
 AX0679_MARKER: DB = BENCH MARK DISK
 AX0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0679_SP_SET: CULVERT
 AX0679_STAMPING: 259.524 H 210 1934
 AX0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0679
 AX0679  HISTORY     - Date     Condition        Report By
 AX0679  HISTORY     - 1934     MONUMENTED       CGS
 AX0679  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0679
 AX0679                          STATION DESCRIPTION
 AX0679
 AX0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0679'3.25 MI SE FROM SUBLIME.
 AX0679'SUBLIME, LAVACA COUNTY, 1.85 MI. S ALONG ABANDONED RAILROAD.  GO SE
 AX0679'0.5 MI FROM THE POST OFFICE AT SUBLIME TO JCT. WITH U.S. HWY. 90A,
 AX0679'THENCE 0.9 MI. E ALONG U.S. HWY. 90A TO A CROSS-ROAD, THENCE N 0.65
 AX0679'MI. TO A GATE AND TRACK ROAD W, TAKE TRACK ROAD 0.5 TO A T-FENCE.
 AX0679'ABOUT 550 FT. SE OF T-FENCE, AT CONCRETE CULVERT, 11.5 FT. NE OF
 AX0679'CENTERLINE OF R.R. GRADE, IN TOP OF SE END OF NE HEADWALL.  A STANDARD
 AX0679'DISK, STAMPED 259.524 H 210 1934.
 AX0679
 AX0679                          STATION RECOVERY (1997)
 AX0679
 AX0679'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0696 ***********************************************************************
 AE0696  DESIGNATION -  H 21186
 AE0696  PID         -  AE0696
 AE0696  STATE/COUNTY-  TX/STARR
 AE0696  USGS QUAD   -  SAGUNADA RANCH (1965)
 AE0696
 AE0696                         *CURRENT SURVEY CONTROL
 AE0696  ___________________________________________________________________
 AE0696* NAD 83(1986)-  26 27 39.     (N)    098 44 17.     (W)     SCALED    
 AE0696* NAVD 88     -       114.511  (meters)     375.69   (feet)  ADJUSTED  
 AE0696  ___________________________________________________________________
 AE0696  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE0696  DYNAMIC HT  -         114.322 (meters)     375.07  (feet)  COMP
 AE0696  MODELED GRAV-     978,997.1   (mgal)                       NAVD 88
 AE0696
 AE0696  VERT ORDER  -  SECOND    CLASS 0
 AE0696
 AE0696.The horizontal coordinates were scaled from a topographic map and have
 AE0696.an estimated accuracy of +/- 6 seconds.
 AE0696
 AE0696.The orthometric height was determined by differential leveling
 AE0696.and adjusted by the National Geodetic Survey in June 1991..
 AE0696
 AE0696.The geoid height was determined by GEOID03.
 AE0696
 AE0696.The dynamic height is computed by dividing the NAVD 88
 AE0696.geopotential number by the normal gravity value computed on the
 AE0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0696.degrees latitude (g = 980.6199 gals.).
 AE0696
 AE0696.The modeled gravity was interpolated from observed gravity values.
 AE0696
 AE0696;                    North         East    Units  Estimated Accuracy
 AE0696;SPC TX S     - 5,088,010.      276,260.      MT  (+/- 180 meters Scaled)
 AE0696
 AE0696                          SUPERSEDED SURVEY CONTROL
 AE0696
 AE0696  NGVD 29 (??/??/92)  114.565  (m)          375.87   (f) ADJ UNCH    2 0
 AE0696
 AE0696.Superseded values are not recommended for survey control.
 AE0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0696.See file dsdata.txt to determine how the superseded data were derived.
 AE0696
 AE0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ261267(NAD 83)
 AE0696_MARKER: Z = SEE DESCRIPTION
 AE0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0696_STAMPING: H 21186
 AE0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0696+STABILITY: SURFACE MOTION
 AE0696
 AE0696  HISTORY     - Date     Condition        Report By
 AE0696  HISTORY     - UNK      MONUMENTED       RBNF
 AE0696  HISTORY     - 1942     GOOD             NGS
 AE0696
 AE0696                          STATION DESCRIPTION
 AE0696
 AE0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0696'8.5 MI N FROM RIO GRANDE CITY.
 AE0696'TO REACH FROM THE POST OFFICE AT RIO GRANDE CITY, PROCEED 8.5 MILES
 AE0696'NORTHERLY ALONG THE RIO GRANDE CITY-SANTA ELENA ROAD TO THE
 AE0696'INTERSECTION OF A GRAVEL CROSS ROAD AND SITE OF BENCH MARK.  BENCH
 AE0696'MARK IS AT THE INTERSECTION.  IT IS 117.0 FEET SOUTH OF THE CENTERLINE
 AE0696'OF A GRAVEL CROSS ROAD, 32.0 FEET EAST OF AND ABOUT THE SAME ELEVATION
 AE0696'AS THE CENTERLINE OF THE RIO GRANDE CITY-SANTA ELENA ROAD, 4.0 FEET
 AE0696'WEST OF A 1.5 FOOT MESQUITE TREE.  MONUMENT IS 2.7 FEET NORTH OF A 4X4
 AE0696'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0645 ***********************************************************************
 CA0645  DESIGNATION -  H 212
 CA0645  PID         -  CA0645
 CA0645  STATE/COUNTY-  TX/RUNNELS
 CA0645  USGS QUAD   -  HATCHEL (1987)
 CA0645
 CA0645                         *CURRENT SURVEY CONTROL
 CA0645  ___________________________________________________________________
 CA0645* NAD 83(1986)-  31 47 28.     (N)    099 56 04.     (W)     SCALED    
 CA0645* NAVD 88     -       509.486  (meters)    1671.54   (feet)  ADJUSTED  
 CA0645  ___________________________________________________________________
 CA0645  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 CA0645  DYNAMIC HT  -         508.815 (meters)    1669.34  (feet)  COMP
 CA0645  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 CA0645
 CA0645  VERT ORDER  -  SECOND    CLASS 0
 CA0645
 CA0645.The horizontal coordinates were scaled from a topographic map and have
 CA0645.an estimated accuracy of +/- 6 seconds.
 CA0645
 CA0645.The orthometric height was determined by differential leveling
 CA0645.and adjusted by the National Geodetic Survey in June 1991..
 CA0645
 CA0645.The geoid height was determined by GEOID03.
 CA0645
 CA0645.The dynamic height is computed by dividing the NAVD 88
 CA0645.geopotential number by the normal gravity value computed on the
 CA0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0645.degrees latitude (g = 980.6199 gals.).
 CA0645
 CA0645.The modeled gravity was interpolated from observed gravity values.
 CA0645
 CA0645;                    North         East    Units  Estimated Accuracy
 CA0645;SPC TX C     - 3,235,580.      737,780.      MT  (+/- 180 meters Scaled)
 CA0645
 CA0645                          SUPERSEDED SURVEY CONTROL
 CA0645
 CA0645  NGVD 29 (??/??/92)  509.375  (m)         1671.17   (f) ADJ UNCH    2 0
 CA0645
 CA0645.Superseded values are not recommended for survey control.
 CA0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0645.See file dsdata.txt to determine how the superseded data were derived.
 CA0645
 CA0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA115176(NAD 83)
 CA0645_MARKER: DB = BENCH MARK DISK
 CA0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0645_STAMPING: 1670.994 H 212 1934
 CA0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0645+STABILITY: SURFACE MOTION
 CA0645
 CA0645  HISTORY     - Date     Condition        Report By
 CA0645  HISTORY     - 1934     MONUMENTED       CGS
 CA0645  HISTORY     - 1942     GOOD             NGS
 CA0645
 CA0645                          STATION DESCRIPTION
 CA0645
 CA0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 CA0645'4.0 MI N FROM BALLINGER.
 CA0645'4.0 MILES NORTH ALONG THE ABILENE AND SOUTHERN RAILWAY FROM BALLINGER,
 CA0645'125 YARDS SOUTH OF MILEPOST 4, 90 FEET NORTH OF A ROAD CROSSING, AND
 CA0645'30 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 CA0645'1670.994 H 212 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0069 ***********************************************************************
 AX0069  DESIGNATION -  H 212
 AX0069  PID         -  AX0069
 AX0069  STATE/COUNTY-  TX/AUSTIN
 AX0069  USGS QUAD   -  REXVILLE (1981)
 AX0069
 AX0069                         *CURRENT SURVEY CONTROL
 AX0069  ___________________________________________________________________
 AX0069* NAD 83(1986)-  29 37 36.     (N)    096 07 59.     (W)     SCALED    
 AX0069* NAVD 88     -        42.14   (+/-2cm)     138.3    (feet)  VERTCON   
 AX0069  ___________________________________________________________________
 AX0069  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0069
 AX0069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0069
 AX0069.The horizontal coordinates were scaled from a topographic map and have
 AX0069.an estimated accuracy of +/- 6 seconds.
 AX0069
 AX0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0069.The vertical order pertains to the NGVD 29 superseded value.
 AX0069
 AX0069.The geoid height was determined by GEOID03.
 AX0069
 AX0069;                    North         East    Units  Estimated Accuracy
 AX0069;SPC TXSC     - 4,202,150.      877,590.      MT  (+/- 180 meters Scaled)
 AX0069
 AX0069                          SUPERSEDED SURVEY CONTROL
 AX0069
 AX0069  NGVD 29 (??/??/92)   42.130  (m)          138.22   (f) ADJ UNCH    2 0
 AX0069
 AX0069.Superseded values are not recommended for survey control.
 AX0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0069.See file dsdata.txt to determine how the superseded data were derived.
 AX0069
 AX0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT775808(NAD 83)
 AX0069_MARKER: DB = BENCH MARK DISK
 AX0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0069_STAMPING: H 212 1934
 AX0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0069+STABILITY: SURFACE MOTION
 AX0069
 AX0069  HISTORY     - Date     Condition        Report By
 AX0069  HISTORY     - 1934     MONUMENTED       CGS
 AX0069  HISTORY     - 19910607 POOR             USPSQD
 AX0069  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0069
 AX0069                          STATION DESCRIPTION
 AX0069
 AX0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0069'4.0 MI W FROM WALLIS.
 AX0069'ABOUT 4.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0069'STATION AT WALLIS, AUSTIN COUNTY, ABOUT 200 FEET EAST OF MILEPOST 49,
 AX0069'45 FEET NORTH OF THE TRACK, AND 2 FEET NORTH OF THE RIGHT-OF-WAY
 AX0069'FENCE.  A STANDARD DISK, STAMPED H 212 1934 AND SET IN THE TOP OF A
 AX0069'CONCRETE POST.
 AX0069
 AX0069                          STATION RECOVERY (1991)
 AX0069
 AX0069'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0069'MARK RECOVERED IN POOR CONDITION.
 AX0069
 AX0069                          STATION RECOVERY (1999)
 AX0069
 AX0069'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0133 ***********************************************************************
 CC0133  DESIGNATION -  H 213
 CC0133  PID         -  CC0133
 CC0133  STATE/COUNTY-  TX/UPTON
 CC0133  USGS QUAD   -  GIRVIN NE (1972)
 CC0133
 CC0133                         *CURRENT SURVEY CONTROL
 CC0133  ___________________________________________________________________
 CC0133* NAD 83(1986)-  31 11 36.     (N)    102 18 22.     (W)     SCALED    
 CC0133* NAVD 88     -       762.673  (meters)    2502.20   (feet)  ADJUSTED  
 CC0133  ___________________________________________________________________
 CC0133  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CC0133  DYNAMIC HT  -         761.586 (meters)    2498.64  (feet)  COMP
 CC0133  MODELED GRAV-     979,189.0   (mgal)                       NAVD 88
 CC0133
 CC0133  VERT ORDER  -  SECOND    CLASS 0
 CC0133
 CC0133.The horizontal coordinates were scaled from a topographic map and have
 CC0133.an estimated accuracy of +/- 6 seconds.
 CC0133
 CC0133.The orthometric height was determined by differential leveling
 CC0133.and adjusted by the National Geodetic Survey in June 1991..
 CC0133
 CC0133.The geoid height was determined by GEOID03.
 CC0133
 CC0133.The dynamic height is computed by dividing the NAVD 88
 CC0133.geopotential number by the normal gravity value computed on the
 CC0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0133.degrees latitude (g = 980.6199 gals.).
 CC0133
 CC0133.The modeled gravity was interpolated from observed gravity values.
 CC0133
 CC0133;                    North         East    Units  Estimated Accuracy
 CC0133;SPC TX C     - 3,170,910.      512,000.      MT  (+/- 180 meters Scaled)
 CC0133
 CC0133                          SUPERSEDED SURVEY CONTROL
 CC0133
 CC0133  NGVD 29 (??/??/92)  762.373  (m)         2501.22   (f) ADJ UNCH    2 0
 CC0133
 CC0133.Superseded values are not recommended for survey control.
 CC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0133.See file dsdata.txt to determine how the superseded data were derived.
 CC0133
 CC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ566541(NAD 83)
 CC0133_MARKER: DB = BENCH MARK DISK
 CC0133_SETTING: 66 = SET IN ROCK OUTCROP
 CC0133_SP_SET: OUTCROP
 CC0133_STAMPING: H 213 1934
 CC0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0133+STABILITY: POSITION/ELEVATION WELL
 CC0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0133+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2003
 CC0133
 CC0133  HISTORY     - Date     Condition        Report By
 CC0133  HISTORY     - 1934     MONUMENTED       CGS
 CC0133  HISTORY     - 1961     GOOD             NGS
 CC0133  HISTORY     - 1970     GOOD             NGS
 CC0133  HISTORY     - 20010217 GOOD             USPSQD
 CC0133  HISTORY     - 20030902 GOOD             INDIV
 CC0133
 CC0133                          STATION DESCRIPTION
 CC0133
 CC0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CC0133'6.2 MI N FROM MCCAMEY.
 CC0133'ABOUT 6.2 MILES NORTH ALONG STATE HWY 51 FROM MCCAMEY, UPTON COUNTY,
 CC0133'ABOUT 0.1 MI SOUTH OF THE UPTON CRANE COUNTY LINE, ABOUT 38 YARDS WEST
 CC0133'OF CENTER LINE OF HWY, AND THE BEGINNING OF CURVE IN HWY, AND IN THE
 CC0133'TOP OF A LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED H 213 1934.
 CC0133
 CC0133                          STATION RECOVERY (1970)
 CC0133
 CC0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CC0133'RECOVERED IN GOOD CONDITION.
 CC0133
 CC0133                          STATION RECOVERY (2001)
 CC0133
 CC0133'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0133'RECOVERED IN GOOD CONDITION.
 CC0133
 CC0133                          STATION RECOVERY (2003)
 CC0133
 CC0133'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1427 ***********************************************************************
 AY1427  DESIGNATION -  H 214
 AY1427  PID         -  AY1427
 AY1427  STATE/COUNTY-  TX/REAL
 AY1427  USGS QUAD   -  RIO FRIO (1969)
 AY1427
 AY1427                         *CURRENT SURVEY CONTROL
 AY1427  ___________________________________________________________________
 AY1427* NAD 83(1986)-  29 38 13.     (N)    099 44 08.     (W)     SCALED    
 AY1427* NAVD 88     -       455.570  (meters)    1494.65   (feet)  ADJUSTED  
 AY1427  ___________________________________________________________________
 AY1427  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AY1427  DYNAMIC HT  -         454.894 (meters)    1492.43  (feet)  COMP
 AY1427  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 AY1427
 AY1427  VERT ORDER  -  SECOND    CLASS 0
 AY1427
 AY1427.The horizontal coordinates were scaled from a topographic map and have
 AY1427.an estimated accuracy of +/- 6 seconds.
 AY1427
 AY1427.The orthometric height was determined by differential leveling
 AY1427.and adjusted by the National Geodetic Survey in June 1991..
 AY1427
 AY1427.The geoid height was determined by GEOID03.
 AY1427
 AY1427.The dynamic height is computed by dividing the NAVD 88
 AY1427.geopotential number by the normal gravity value computed on the
 AY1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1427.degrees latitude (g = 980.6199 gals.).
 AY1427
 AY1427.The modeled gravity was interpolated from observed gravity values.
 AY1427
 AY1427;                    North         East    Units  Estimated Accuracy
 AY1427;SPC TXSC     - 4,200,110.      528,780.      MT  (+/- 180 meters Scaled)
 AY1427
 AY1427                          SUPERSEDED SURVEY CONTROL
 AY1427
 AY1427  NGVD 29 (??/??/92)  455.489  (m)         1494.38   (f) ADJ UNCH    2 0
 AY1427
 AY1427.Superseded values are not recommended for survey control.
 AY1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1427.See file dsdata.txt to determine how the superseded data were derived.
 AY1427
 AY1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT288787(NAD 83)
 AY1427_MARKER: DB = BENCH MARK DISK
 AY1427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1427_SP_SET: BUILDING
 AY1427_STAMPING: H 214 1934
 AY1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1427
 AY1427  HISTORY     - Date     Condition        Report By
 AY1427  HISTORY     - 1934     MONUMENTED       CGS
 AY1427  HISTORY     - 1953     GOOD             NGS
 AY1427  HISTORY     - 1989     GOOD             USPSQD
 AY1427  HISTORY     - 20010331 GOOD             NGS
 AY1427  HISTORY     - 20010331 GOOD             NGS
 AY1427  HISTORY     - 20010801 GOOD             NGS
 AY1427
 AY1427                          STATION DESCRIPTION
 AY1427
 AY1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1427'IN RIO FRIO.
 AY1427'AT RIO FRIO, 125 YARDS EAST OF THE CENTER LINE OF FARM ROAD 1120, AT
 AY1427'THE VACANT PUBLIC SCHOOL, 1.9 FEET SOUTH OF THE NORTHWEST CORNER OF
 AY1427'THE SCHOOL BUILDING, 1.0 FOOT ABOVE THE GROUND, SET VERTICALLY IN THE
 AY1427'WEST WALL OF THE BUILDING.
 AY1427
 AY1427                          STATION RECOVERY (1989)
 AY1427
 AY1427'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1427'RECOVERED IN GOOD CONDITION.
 AY1427
 AY1427                          STATION RECOVERY (2001)
 AY1427
 AY1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1427'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1427
 AY1427                          STATION RECOVERY (2001)
 AY1427
 AY1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1427'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1427
 AY1427                          STATION RECOVERY (2001)
 AY1427
 AY1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1427'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0297 ***********************************************************************
 AJ0297  DESIGNATION -  H 215
 AJ0297  PID         -  AJ0297
 AJ0297  STATE/COUNTY-  TX/DUVAL
 AJ0297  USGS QUAD   -  RAMIREZ (1969)
 AJ0297
 AJ0297                         *CURRENT SURVEY CONTROL
 AJ0297  ___________________________________________________________________
 AJ0297* NAD 83(1986)-  27 17 45.     (N)    098 24 22.     (W)     SCALED    
 AJ0297* NAVD 88     -       100.019  (meters)     328.15   (feet)  ADJUSTED  
 AJ0297  ___________________________________________________________________
 AJ0297  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AJ0297  DYNAMIC HT  -          99.861 (meters)     327.63  (feet)  COMP
 AJ0297  MODELED GRAV-     979,061.0   (mgal)                       NAVD 88
 AJ0297
 AJ0297  VERT ORDER  -  SECOND    CLASS 0
 AJ0297
 AJ0297.The horizontal coordinates were scaled from a topographic map and have
 AJ0297.an estimated accuracy of +/- 6 seconds.
 AJ0297
 AJ0297.The orthometric height was determined by differential leveling
 AJ0297.and adjusted by the National Geodetic Survey in June 1991..
 AJ0297
 AJ0297.The geoid height was determined by GEOID03.
 AJ0297
 AJ0297.The dynamic height is computed by dividing the NAVD 88
 AJ0297.geopotential number by the normal gravity value computed on the
 AJ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0297.degrees latitude (g = 980.6199 gals.).
 AJ0297
 AJ0297.The modeled gravity was interpolated from observed gravity values.
 AJ0297
 AJ0297;                    North         East    Units  Estimated Accuracy
 AJ0297;SPC TX S     - 5,180,500.      309,290.      MT  (+/- 180 meters Scaled)
 AJ0297
 AJ0297                          SUPERSEDED SURVEY CONTROL
 AJ0297
 AJ0297  NGVD 29 (??/??/92)  100.114  (m)          328.46   (f) ADJ UNCH    2 0
 AJ0297
 AJ0297.Superseded values are not recommended for survey control.
 AJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0297.See file dsdata.txt to determine how the superseded data were derived.
 AJ0297
 AJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR587193(NAD 83)
 AJ0297_MARKER: DB = BENCH MARK DISK
 AJ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0297_STAMPING: H 215 1934
 AJ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0297+STABILITY: SURFACE MOTION
 AJ0297
 AJ0297  HISTORY     - Date     Condition        Report By
 AJ0297  HISTORY     - 1934     MONUMENTED       CGS
 AJ0297  HISTORY     - 1942     GOOD             NGS
 AJ0297  HISTORY     - 1969     MARK NOT FOUND   USGS
 AJ0297
 AJ0297                          STATION DESCRIPTION
 AJ0297
 AJ0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0297'24.3 MI S FROM BENAVIDES.
 AJ0297'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BENAVIDES--
 AJ0297'PROCEED 11.6 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339 TO A CURVE.
 AJ0297'THENCE, GO 0.5 MILE WEST LONG DIRT ROAD TO CURVE.  THENCE, GO 12.2
 AJ0297'MILES SOUTHERLY ALONG ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AJ0297'2.5 MILES SOUTHEAST OF SEJITA, AT THE INTERSECTION OF A CROSSROAD AND
 AJ0297'33.0 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD.  IT IS 22.0 FEET
 AJ0297'NORTH OF THE CENTERLINE OF THE CROSSROAD, 12.0 FEET EAST OF A FENCE
 AJ0297'CORNER, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET
 AJ0297'NORTH OF FENCE.  A STD. DISK SET IN CONCRETE POST PROJECTING 0.5 FOOT.
 AJ0297
 AJ0297                          STATION RECOVERY (1969)
 AJ0297
 AJ0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AJ0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0476 ***********************************************************************
 AO0476  DESIGNATION -  H 216
 AO0476  PID         -  AO0476
 AO0476  STATE/COUNTY-  TX/DIMMIT
 AO0476  USGS QUAD   -  BRUNDAGE (1972)
 AO0476
 AO0476                         *CURRENT SURVEY CONTROL
 AO0476  ___________________________________________________________________
 AO0476* NAD 83(1986)-  28 34 41.     (N)    099 40 05.     (W)     SCALED    
 AO0476* NAVD 88     -       160.314  (meters)     525.96   (feet)  ADJUSTED  
 AO0476  ___________________________________________________________________
 AO0476  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AO0476  DYNAMIC HT  -         160.075 (meters)     525.18  (feet)  COMP
 AO0476  MODELED GRAV-     979,151.8   (mgal)                       NAVD 88
 AO0476
 AO0476  VERT ORDER  -  SECOND    CLASS 0
 AO0476
 AO0476.The horizontal coordinates were scaled from a topographic map and have
 AO0476.an estimated accuracy of +/- 6 seconds.
 AO0476
 AO0476.The orthometric height was determined by differential leveling
 AO0476.and adjusted by the National Geodetic Survey in June 1991..
 AO0476
 AO0476.The geoid height was determined by GEOID03.
 AO0476
 AO0476.The dynamic height is computed by dividing the NAVD 88
 AO0476.geopotential number by the normal gravity value computed on the
 AO0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0476.degrees latitude (g = 980.6199 gals.).
 AO0476
 AO0476.The modeled gravity was interpolated from observed gravity values.
 AO0476
 AO0476;                    North         East    Units  Estimated Accuracy
 AO0476;SPC TXSC     - 4,082,720.      534,650.      MT  (+/- 180 meters Scaled)
 AO0476
 AO0476                          SUPERSEDED SURVEY CONTROL
 AO0476
 AO0476  NGVD 29 (??/??/92)  160.224  (m)          525.67   (f) ADJ UNCH    2 0
 AO0476
 AO0476.Superseded values are not recommended for survey control.
 AO0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0476.See file dsdata.txt to determine how the superseded data were derived.
 AO0476
 AO0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS346614(NAD 83)
 AO0476_MARKER: DB = BENCH MARK DISK
 AO0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0476_STAMPING: H-216 1934
 AO0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0476+STABILITY: SURFACE MOTION
 AO0476
 AO0476  HISTORY     - Date     Condition        Report By
 AO0476  HISTORY     - 1934     MONUMENTED       CGS
 AO0476  HISTORY     - 1971     MARK NOT FOUND   USGS
 AO0476
 AO0476                          STATION DESCRIPTION
 AO0476
 AO0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0476'IN BRUNDAGE.
 AO0476'ALONG THE S. A. U. AND G. R. R.  45 FT. NW OF W CORNER OF STATION AND
 AO0476'IN LINE WITH SW SIDE OF STATION.  34 FT. SW OF CENTER-LINE OF TRACK.
 AO0476
 AO0476                          STATION RECOVERY (1971)
 AO0476
 AO0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AO0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1374 ***********************************************************************
 AY1374  DESIGNATION -  H 217
 AY1374  PID         -  AY1374
 AY1374  STATE/COUNTY-  TX/UVALDE
 AY1374  USGS QUAD   -  PULLIAM RANCH (1960)
 AY1374
 AY1374                         *CURRENT SURVEY CONTROL
 AY1374  ___________________________________________________________________
 AY1374* NAD 83(1986)-  29 05 33.     (N)    099 51 25.     (W)     SCALED    
 AY1374* NAVD 88     -       246.816  (meters)     809.76   (feet)  ADJUSTED  
 AY1374  ___________________________________________________________________
 AY1374  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY1374  DYNAMIC HT  -         246.457 (meters)     808.58  (feet)  COMP
 AY1374  MODELED GRAV-     979,184.0   (mgal)                       NAVD 88
 AY1374
 AY1374  VERT ORDER  -  SECOND    CLASS 0
 AY1374
 AY1374.The horizontal coordinates were scaled from a topographic map and have
 AY1374.an estimated accuracy of +/- 6 seconds.
 AY1374
 AY1374.The orthometric height was determined by differential leveling
 AY1374.and adjusted by the National Geodetic Survey in June 1991..
 AY1374
 AY1374.The geoid height was determined by GEOID03.
 AY1374
 AY1374.The dynamic height is computed by dividing the NAVD 88
 AY1374.geopotential number by the normal gravity value computed on the
 AY1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1374.degrees latitude (g = 980.6199 gals.).
 AY1374
 AY1374.The modeled gravity was interpolated from observed gravity values.
 AY1374
 AY1374;                    North         East    Units  Estimated Accuracy
 AY1374;SPC TXSC     - 4,139,860.      516,590.      MT  (+/- 180 meters Scaled)
 AY1374
 AY1374                          SUPERSEDED SURVEY CONTROL
 AY1374
 AY1374  NGVD 29 (??/??/92)  246.684  (m)          809.33   (f) ADJ UNCH    2 0
 AY1374
 AY1374.Superseded values are not recommended for survey control.
 AY1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1374.See file dsdata.txt to determine how the superseded data were derived.
 AY1374
 AY1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT166185(NAD 83)
 AY1374_MARKER: DB = BENCH MARK DISK
 AY1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1374_STAMPING: H-127 1934
 AY1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1374+STABILITY: SURFACE MOTION
 AY1374
 AY1374  HISTORY     - Date     Condition        Report By
 AY1374  HISTORY     - 1934     MONUMENTED       CGS
 AY1374  HISTORY     - 1940     GOOD             NGS
 AY1374  HISTORY     - 20021110 MARK NOT FOUND   USPSQD
 AY1374
 AY1374                          STATION DESCRIPTION
 AY1374
 AY1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AY1374'10.0 MI SW FROM UVALDE.
 AY1374'10.0 MILES SW OF, AND ALONG THE S. A. U. AND G. R. R. 380 FT. NE OF
 AY1374'MILE POST B-175.  63 FT. SW OF PRIVATE CROSSING.  33 FT. SE OF
 AY1374'CENTER-LINE OF TRACK.
 AY1374
 AY1374                          STATION RECOVERY (1940)
 AY1374
 AY1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AY1374'RECOVERED IN GOOD CONDITION.
 AY1374
 AY1374                          STATION RECOVERY (2002)
 AY1374
 AY1374'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY1374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0061 ***********************************************************************
 BO0061  DESIGNATION -  H 218
 BO0061  PID         -  BO0061
 BO0061  STATE/COUNTY-  TX/EDWARDS
 BO0061  USGS QUAD   -  TURNEY DRAW NW (1973)
 BO0061
 BO0061                         *CURRENT SURVEY CONTROL
 BO0061  ___________________________________________________________________
 BO0061* NAD 83(1986)-  30 11 27.     (N)    100 39 35.     (W)     SCALED    
 BO0061* NAVD 88     -       632.083  (meters)    2073.76   (feet)  ADJUSTED  
 BO0061  ___________________________________________________________________
 BO0061  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BO0061  DYNAMIC HT  -         631.154 (meters)    2070.71  (feet)  COMP
 BO0061  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 BO0061
 BO0061  VERT ORDER  -  SECOND    CLASS 0
 BO0061
 BO0061.The horizontal coordinates were scaled from a topographic map and have
 BO0061.an estimated accuracy of +/- 6 seconds.
 BO0061
 BO0061.The orthometric height was determined by differential leveling
 BO0061.and adjusted by the National Geodetic Survey in June 1991..
 BO0061
 BO0061.The geoid height was determined by GEOID03.
 BO0061
 BO0061.The dynamic height is computed by dividing the NAVD 88
 BO0061.geopotential number by the normal gravity value computed on the
 BO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0061.degrees latitude (g = 980.6199 gals.).
 BO0061
 BO0061.The modeled gravity was interpolated from observed gravity values.
 BO0061
 BO0061;                    North         East    Units  Estimated Accuracy
 BO0061;SPC TXSC     - 4,262,420.      440,180.      MT  (+/- 180 meters Scaled)
 BO0061
 BO0061                          SUPERSEDED SURVEY CONTROL
 BO0061
 BO0061  NGVD 29 (??/??/92)  631.931  (m)         2073.26   (f) ADJ UNCH    2 0
 BO0061
 BO0061.Superseded values are not recommended for survey control.
 BO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0061.See file dsdata.txt to determine how the superseded data were derived.
 BO0061
 BO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU402410(NAD 83)
 BO0061_MARKER: DB = BENCH MARK DISK
 BO0061_SETTING: 66 = SET IN ROCK OUTCROP
 BO0061_SP_SET: OUTCROP
 BO0061_STAMPING: H 218 1934 2073.260
 BO0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0061+STABILITY: POSITION/ELEVATION WELL
 BO0061
 BO0061  HISTORY     - Date     Condition        Report By
 BO0061  HISTORY     - 1934     MONUMENTED       CGS
 BO0061  HISTORY     - 1958     GOOD             NGS
 BO0061  HISTORY     - 1966     GOOD             HUMBLE
 BO0061
 BO0061                          STATION DESCRIPTION
 BO0061
 BO0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0061'29.9 MI S FROM SONORA.
 BO0061'ABOUT 28.2 MILES SOUTH ALONG U. S. HIGHWAY 277 FROM THE INTERSECTION
 BO0061'OF 3RD STREET AND CROCKETT AVENUE AT SONORA, THENCE ABOUT 1.1 MILE
 BO0061'EAST ALONG A PRIVATE RANCH ROAD TO THE JUNCTION WITH THE OLD HIGHWAY,
 BO0061'THENCE ABOUT 0.6 MILE SOUTH-SOUTHEAST ALONG THE OLD HIGHWAY AND RANCH
 BO0061'ROAD.  73 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, IN THE
 BO0061'TOP OF A FLAT LIMESTONE OUTCROP, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BO0061'OLD HIGHWAY, AND 20 FEET NORTHEAST OF A TELEPHONE POLE.  NOTE-- 25 FT.
 BO0061'FROM TELEPHONE POLE, NORTH OF RANCH RD. LEADING TO THE EAR WOOD RANCH
 BO0061'HOUSE AND ON SIDE OF A HILL.
 BO0061
 BO0061                          STATION RECOVERY (1966)
 BO0061
 BO0061'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1966
 BO0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0290 ***********************************************************************
 BN0290  DESIGNATION -  H 219
 BN0290  PID         -  BN0290
 BN0290  STATE/COUNTY-  TX/KERR
 BN0290  USGS QUAD   -  BEE CAVES CREEK (1964)
 BN0290
 BN0290                         *CURRENT SURVEY CONTROL
 BN0290  ___________________________________________________________________
 BN0290* NAD 83(1986)-  30 00 20.     (N)    099 24 28.     (W)     SCALED    
 BN0290* NAVD 88     -       574.348  (meters)    1884.34   (feet)  ADJUSTED  
 BN0290  ___________________________________________________________________
 BN0290  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 BN0290  DYNAMIC HT  -         573.525 (meters)    1881.64  (feet)  COMP
 BN0290  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 BN0290
 BN0290  VERT ORDER  -  SECOND    CLASS 0
 BN0290
 BN0290.The horizontal coordinates were scaled from a topographic map and have
 BN0290.an estimated accuracy of +/- 6 seconds.
 BN0290
 BN0290.The orthometric height was determined by differential leveling
 BN0290.and adjusted by the National Geodetic Survey in June 1991..
 BN0290
 BN0290.The geoid height was determined by GEOID03.
 BN0290
 BN0290.The dynamic height is computed by dividing the NAVD 88
 BN0290.geopotential number by the normal gravity value computed on the
 BN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0290.degrees latitude (g = 980.6199 gals.).
 BN0290
 BN0290.The modeled gravity was interpolated from observed gravity values.
 BN0290
 BN0290;                    North         East    Units  Estimated Accuracy
 BN0290;SPC TXSC     - 4,240,810.      560,660.      MT  (+/- 180 meters Scaled)
 BN0290
 BN0290                          SUPERSEDED SURVEY CONTROL
 BN0290
 BN0290  NGVD 29 (??/??/92)  574.276  (m)         1884.10   (f) ADJ UNCH    2 0
 BN0290
 BN0290.Superseded values are not recommended for survey control.
 BN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0290.See file dsdata.txt to determine how the superseded data were derived.
 BN0290
 BN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU606194(NAD 83)
 BN0290_MARKER: DB = BENCH MARK DISK
 BN0290_SETTING: 66 = SET IN ROCK OUTCROP
 BN0290_SP_SET: ROCK OUTCROP
 BN0290_STAMPING: H 219 1934
 BN0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0290+STABILITY: POSITION/ELEVATION WELL
 BN0290
 BN0290  HISTORY     - Date     Condition        Report By
 BN0290  HISTORY     - 1934     MONUMENTED       CGS
 BN0290  HISTORY     - 1964     GOOD             USGS
 BN0290  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BN0290  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 BN0290
 BN0290                          STATION DESCRIPTION
 BN0290
 BN0290'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 BN0290'8.2 MI SW FROM HUNT.
 BN0290'8.2 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 BN0290'HUNT, KERR COUNTY, 45 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BN0290'BRIDGE OVER THE GUADALUPE RIVER, 48 FEET SOUTHWEST OF A STAIRWAY
 BN0290'LEADING TO AN ABANDONED HOUSE, 46 FEET NORTH OF THE CENTER LINE OF THE
 BN0290'HIGHWAY, IN THE TOP OF A 3- BY 3-FOOT ROCK OUTCROP, AND 0.9 FOOT ABOVE
 BN0290'THE GROUND.  A STANDARD DISK, STAMPED H 219 1934.
 BN0290
 BN0290                          STATION RECOVERY (1989)
 BN0290
 BN0290'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 BN0290'MARK NOT FOUND.
 BN0290
 BN0290                          STATION RECOVERY (2004)
 BN0290
 BN0290'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0286 ***********************************************************************
 BN0286  DESIGNATION -  H 220
 BN0286  PID         -  BN0286
 BN0286  STATE/COUNTY-  TX/KERR
 BN0286  USGS QUAD   -  BEE CAVES CREEK (1964)
 BN0286
 BN0286                         *CURRENT SURVEY CONTROL
 BN0286  ___________________________________________________________________
 BN0286* NAD 83(1986)-  30 03 26.     (N)    099 25 07.     (W)     SCALED    
 BN0286* NAVD 88     -       562.640  (meters)    1845.93   (feet)  ADJUSTED  
 BN0286  ___________________________________________________________________
 BN0286  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BN0286  DYNAMIC HT  -         561.833 (meters)    1843.28  (feet)  COMP
 BN0286  MODELED GRAV-     979,189.2   (mgal)                       NAVD 88
 BN0286
 BN0286  VERT ORDER  -  SECOND    CLASS 0
 BN0286
 BN0286.The horizontal coordinates were scaled from a topographic map and have
 BN0286.an estimated accuracy of +/- 6 seconds.
 BN0286
 BN0286.The orthometric height was determined by differential leveling
 BN0286.and adjusted by the National Geodetic Survey in June 1991..
 BN0286
 BN0286.The geoid height was determined by GEOID03.
 BN0286
 BN0286.The dynamic height is computed by dividing the NAVD 88
 BN0286.geopotential number by the normal gravity value computed on the
 BN0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0286.degrees latitude (g = 980.6199 gals.).
 BN0286
 BN0286.The modeled gravity was interpolated from observed gravity values.
 BN0286
 BN0286;                    North         East    Units  Estimated Accuracy
 BN0286;SPC TXSC     - 4,246,540.      559,640.      MT  (+/- 180 meters Scaled)
 BN0286
 BN0286                          SUPERSEDED SURVEY CONTROL
 BN0286
 BN0286  NGVD 29 (??/??/92)  562.573  (m)         1845.71   (f) ADJ UNCH    2 0
 BN0286
 BN0286.Superseded values are not recommended for survey control.
 BN0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0286.See file dsdata.txt to determine how the superseded data were derived.
 BN0286
 BN0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU596252(NAD 83)
 BN0286_MARKER: DB = BENCH MARK DISK
 BN0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0286_STAMPING: H 220 1934
 BN0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0286+STABILITY: SURFACE MOTION
 BN0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0286+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0286
 BN0286  HISTORY     - Date     Condition        Report By
 BN0286  HISTORY     - 1934     MONUMENTED       CGS
 BN0286  HISTORY     - 1964     GOOD             USGS
 BN0286  HISTORY     - 20040702 GOOD             USPSQD
 BN0286  HISTORY     - 20050718 GOOD             USPSQD
 BN0286
 BN0286                          STATION DESCRIPTION
 BN0286
 BN0286'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 BN0286'6.3 MI W FROM HUNT.
 BN0286'ABOUT 6.3 MILES WEST ALONG THE HUNT-ROCKSPRINGS ROAD FROM THE POST
 BN0286'OFFICE AT HUNT, KERR COUNTY, 440 FEET NORTHEAST OF CENTER OF BRIDGE,
 BN0286'340 FEET SOUTHWEST OF JUNCTION OF ROAD TO CEDAR CLIFFS, 70 FEET
 BN0286'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 27.9 FEET NORTHWEST OF
 BN0286'THE ROW FENCE.  A STANDARD DISK, STAMPED H 220 1934 AND SET IN THE TOP
 BN0286'OF A CONCRETE POST.
 BN0286
 BN0286                          STATION RECOVERY (2004)
 BN0286
 BN0286'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0286'RECOVERED IN GOOD CONDITION.
 BN0286
 BN0286                          STATION RECOVERY (2005)
 BN0286
 BN0286'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0049 ***********************************************************************
 BO0049  DESIGNATION -  H 221
 BO0049  PID         -  BO0049
 BO0049  STATE/COUNTY-  TX/EDWARDS
 BO0049  USGS QUAD   -  DEVILS SINKHOLE (1987)
 BO0049
 BO0049                         *CURRENT SURVEY CONTROL
 BO0049  ___________________________________________________________________
 BO0049* NAD 83(1986)-  30 05 30.     (N)    100 06 46.     (W)     SCALED    
 BO0049* NAVD 88     -       713.701  (meters)    2341.53   (feet)  ADJUSTED  
 BO0049  ___________________________________________________________________
 BO0049  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0049  DYNAMIC HT  -         712.648 (meters)    2338.08  (feet)  COMP
 BO0049  MODELED GRAV-     979,143.5   (mgal)                       NAVD 88
 BO0049
 BO0049  VERT ORDER  -  FIRST     CLASS II
 BO0049
 BO0049.The horizontal coordinates were scaled from a topographic map and have
 BO0049.an estimated accuracy of +/- 6 seconds.
 BO0049
 BO0049.The orthometric height was determined by differential leveling
 BO0049.and adjusted by the National Geodetic Survey in June 1991..
 BO0049
 BO0049.The geoid height was determined by GEOID03.
 BO0049
 BO0049.The dynamic height is computed by dividing the NAVD 88
 BO0049.geopotential number by the normal gravity value computed on the
 BO0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0049.degrees latitude (g = 980.6199 gals.).
 BO0049
 BO0049.The modeled gravity was interpolated from observed gravity values.
 BO0049
 BO0049;                    North         East    Units  Estimated Accuracy
 BO0049;SPC TXSC     - 4,250,800.      492,740.      MT  (+/- 180 meters Scaled)
 BO0049
 BO0049                          SUPERSEDED SURVEY CONTROL
 BO0049
 BO0049  NGVD 29 (??/??/92)  713.635  (m)         2341.32   (f) ADJ UNCH    1 2
 BO0049
 BO0049.Superseded values are not recommended for survey control.
 BO0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0049.See file dsdata.txt to determine how the superseded data were derived.
 BO0049
 BO0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU927294(NAD 83)
 BO0049_MARKER: DB = BENCH MARK DISK
 BO0049_SETTING: 66 = SET IN ROCK OUTCROP
 BO0049_SP_SET: OUTCROP
 BO0049_STAMPING: H-221 1934
 BO0049_MARK LOGO: CGS   
 BO0049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0049+STABILITY: POSITION/ELEVATION WELL
 BO0049
 BO0049  HISTORY     - Date     Condition        Report By
 BO0049  HISTORY     - 1934     MONUMENTED       CGS
 BO0049  HISTORY     - 1971     GOOD             USGS
 BO0049  HISTORY     - 1981     GOOD             NGS
 BO0049
 BO0049                          STATION DESCRIPTION
 BO0049
 BO0049'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0049'8.1 MI NE FROM ROCK SPRINGS.
 BO0049'FROM THE JUNCTION OF HIGHWAYS US 377 AND TEXAS 55 AT EAST OF
 BO0049'ROCKSPRINGS PROCEED NORTH ALONG US 377 FOR 7.9 MILES JUNCTION OF US
 BO0049'377 AND TEXAS 41, THENCE EAST ALONG CURVE OF TEXAS 41 FOR 0.2 MILES,
 BO0049'TO BM ON RIGHT. BM IS IN ROW FENCE, 103 FEET WEST AND 109 FEET SOUTH
 BO0049'OF HIGHWAY Y - JUNCTION, AND 58 FEET NORTHEAST OF A LONE BUSH. A
 BO0049'STANDARD TABLET SET IN A FLAT ROCK OUTCROP.
 BO0049
 BO0049                          STATION RECOVERY (1981)
 BO0049
 BO0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0049'13.2 KM (8.2 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0049'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, THENCE 0.3 KM (0.2 MI)
 BO0049'EAST ALONG STATE HIGHWAY 41, IN THE CENTER OF A 6 BY 6 FT EXPOSED AREA
 BO0049'OF OUTCROPPING BEDROCK, 36.9 METERS (121.1 FT) SOUTH-SOUTHEAST OF THE
 BO0049'CENTERLINE OF THE HIGHWAY AND 3.3 METERS (10.8 FT) NORTH-NORTHWEST OF
 BO0049'A FENCE.
 BO0049'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BO0049'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0524 ***********************************************************************
 CA0524  DESIGNATION -  H 222
 CA0524  PID         -  CA0524
 CA0524  STATE/COUNTY-  TX/MCCULLOCH
 CA0524  USGS QUAD   -  BRADY NORTH (1987)
 CA0524
 CA0524                         *CURRENT SURVEY CONTROL
 CA0524  ___________________________________________________________________
 CA0524* NAD 83(1986)-  31 08 05.     (N)    099 20 01.     (W)     SCALED    
 CA0524* NAVD 88     -       509.816  (meters)    1672.62   (feet)  POSTED    
 CA0524  ___________________________________________________________________
 CA0524  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 CA0524  DYNAMIC HT  -         509.130 (meters)    1670.37  (feet)  COMP
 CA0524  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 CA0524
 CA0524  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CA0524
 CA0524.The horizontal coordinates were scaled from a topographic map and have
 CA0524.an estimated accuracy of +/- 6 seconds.
 CA0524
 CA0524.The orthometric height was determined by differential leveling
 CA0524.and adjusted by the National Geodetic Survey in 1992..
 CA0524.No vertical observational check was made to the station.
 CA0524.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CA0524.was located on a no-check spur therefore a value was not computed.
 CA0524
 CA0524.The geoid height was determined by GEOID03.
 CA0524
 CA0524.The dynamic height is computed by dividing the NAVD 88
 CA0524.geopotential number by the normal gravity value computed on the
 CA0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0524.degrees latitude (g = 980.6199 gals.).
 CA0524
 CA0524.The modeled gravity was interpolated from observed gravity values.
 CA0524
 CA0524;                    North         East    Units  Estimated Accuracy
 CA0524;SPC TX C     - 3,163,170.      795,330.      MT  (+/- 180 meters Scaled)
 CA0524
 CA0524                          SUPERSEDED SURVEY CONTROL
 CA0524
 CA0524  NGVD 29 (??/??/92)  509.754  (m)         1672.42   (f) ADJ UNCH    1 2
 CA0524
 CA0524.Superseded values are not recommended for survey control.
 CA0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0524.See file dsdata.txt to determine how the superseded data were derived.
 CA0524
 CA0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV681445(NAD 83)
 CA0524_MARKER: DD = SURVEY DISK
 CA0524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0524_SP_SET: BUILDING
 CA0524_STAMPING: 1672.418 H 222 1925
 CA0524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0524+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 CA0524
 CA0524  HISTORY     - Date     Condition        Report By
 CA0524  HISTORY     - 1925     MONUMENTED       USGS
 CA0524  HISTORY     - 1935     GOOD             NGS
 CA0524  HISTORY     - 19990106 GOOD             USPSQD
 CA0524  HISTORY     - 20060318 GOOD             USPSQD
 CA0524
 CA0524                          STATION DESCRIPTION
 CA0524
 CA0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0524'IN BRADY.
 CA0524'AT BRADY, MCCULLOCH COUNTY, AT THE BRADY NATIONAL BANK, IN THE NORTH
 CA0524'WALL AT THE NORTHWEST CORNER OF THE BUILDING, AND 1 FOOT ABOVE THE
 CA0524'SIDEWALK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1672.418 H
 CA0524'222 1925.
 CA0524
 CA0524                          STATION RECOVERY (1999)
 CA0524
 CA0524'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0524'RECOVERED IN GOOD CONDITION.
 CA0524
 CA0524                          STATION RECOVERY (2006)
 CA0524
 CA0524'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0524'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0142 ***********************************************************************
 BO0142  DESIGNATION -  H 222
 BO0142  PID         -  BO0142
 BO0142  STATE/COUNTY-  TX/SCHLEICHER
 BO0142  USGS QUAD   -  ELDORADO (1982)
 BO0142
 BO0142                         *CURRENT SURVEY CONTROL
 BO0142  ___________________________________________________________________
 BO0142* NAD 83(1986)-  30 50 14.     (N)    100 37 19.     (W)     SCALED    
 BO0142* NAVD 88     -       745.333  (meters)    2445.31   (feet)  ADJUSTED  
 BO0142  ___________________________________________________________________
 BO0142  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 BO0142  DYNAMIC HT  -         744.270 (meters)    2441.83  (feet)  COMP
 BO0142  MODELED GRAV-     979,189.5   (mgal)                       NAVD 88
 BO0142
 BO0142  VERT ORDER  -  SECOND    CLASS 0
 BO0142
 BO0142.The horizontal coordinates were scaled from a topographic map and have
 BO0142.an estimated accuracy of +/- 6 seconds.
 BO0142
 BO0142.The orthometric height was determined by differential leveling
 BO0142.and adjusted by the National Geodetic Survey in June 1991..
 BO0142
 BO0142.The geoid height was determined by GEOID03.
 BO0142
 BO0142.The dynamic height is computed by dividing the NAVD 88
 BO0142.geopotential number by the normal gravity value computed on the
 BO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0142.degrees latitude (g = 980.6199 gals.).
 BO0142
 BO0142.The modeled gravity was interpolated from observed gravity values.
 BO0142
 BO0142;                    North         East    Units  Estimated Accuracy
 BO0142;SPC TX C     - 3,129,800.      672,390.      MT  (+/- 180 meters Scaled)
 BO0142
 BO0142                          SUPERSEDED SURVEY CONTROL
 BO0142
 BO0142  NGVD 29 (??/??/92)  745.133  (m)         2444.66   (f) ADJ UNCH    2 0
 BO0142
 BO0142.Superseded values are not recommended for survey control.
 BO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0142.See file dsdata.txt to determine how the superseded data were derived.
 BO0142
 BO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV448126(NAD 83)
 BO0142_MARKER: DB = BENCH MARK DISK
 BO0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0142_STAMPING: 2444.657 H 222 1934
 BO0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0142+STABILITY: SURFACE MOTION
 BO0142
 BO0142  HISTORY     - Date     Condition        Report By
 BO0142  HISTORY     - 1934     MONUMENTED       CGS
 BO0142  HISTORY     - 1949     GOOD             NGS
 BO0142  HISTORY     - 1964     MARK NOT FOUND   USGS
 BO0142
 BO0142                          STATION DESCRIPTION
 BO0142
 BO0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BO0142'1.9 MI SW FROM ELDORADO.
 BO0142'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM ELDORADO, AT A
 BO0142'PROMINENT CURVE IN THE HIGHWAY, 38 FEET SOUTH OF THE CENTERLINE OF A
 BO0142'CROSS ROAD, 58 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 BO0142'2.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 BO0142'2444.657 H 222 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BO0142
 BO0142                          STATION RECOVERY (1964)
 BO0142
 BO0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BO0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0768 ***********************************************************************
 CA0768  DESIGNATION -  H 222 USGS RESET 1972
 CA0768  PID         -  CA0768
 CA0768  STATE/COUNTY-  TX/MCCULLOCH
 CA0768  USGS QUAD   -  BRADY NORTH (1987)
 CA0768
 CA0768                         *CURRENT SURVEY CONTROL
 CA0768  ___________________________________________________________________
 CA0768* NAD 83(1986)-  31 08 05.     (N)    099 20 02.     (W)     SCALED    
 CA0768* NAVD 88     -       510.148  (meters)    1673.71   (feet)  ADJUSTED  
 CA0768  ___________________________________________________________________
 CA0768  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 CA0768  DYNAMIC HT  -         509.465 (meters)    1671.47  (feet)  COMP
 CA0768  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 CA0768
 CA0768  VERT ORDER  -  FIRST     CLASS II
 CA0768
 CA0768.The horizontal coordinates were scaled from a topographic map and have
 CA0768.an estimated accuracy of +/- 6 seconds.
 CA0768
 CA0768.The orthometric height was determined by differential leveling
 CA0768.and adjusted by the National Geodetic Survey in June 1991..
 CA0768
 CA0768.The geoid height was determined by GEOID03.
 CA0768
 CA0768.The dynamic height is computed by dividing the NAVD 88
 CA0768.geopotential number by the normal gravity value computed on the
 CA0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0768.degrees latitude (g = 980.6199 gals.).
 CA0768
 CA0768.The modeled gravity was interpolated from observed gravity values.
 CA0768
 CA0768;                    North         East    Units  Estimated Accuracy
 CA0768;SPC TX C     - 3,163,170.      795,300.      MT  (+/- 180 meters Scaled)
 CA0768
 CA0768                          SUPERSEDED SURVEY CONTROL
 CA0768
 CA0768.No superseded survey control is available for this station.
 CA0768
 CA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV681445(NAD 83)
 CA0768_MARKER: DB = BENCH MARK DISK
 CA0768_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CA0768_SP_SET: BUILDING
 CA0768_STAMPING: H 222 1925 RESET 1972
 CA0768_MARK LOGO: USGS  
 CA0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0768+STABILITY: POSITION/ELEVATION WELL
 CA0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0768+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 CA0768
 CA0768  HISTORY     - Date     Condition        Report By
 CA0768  HISTORY     - 1972     MONUMENTED       USGS
 CA0768  HISTORY     - 1981     GOOD             NGS
 CA0768  HISTORY     - 1981     GOOD             NGS
 CA0768  HISTORY     - 1982     GOOD             NGS
 CA0768  HISTORY     - 1982     GOOD             NGS
 CA0768  HISTORY     - 19990106 GOOD             USPSQD
 CA0768  HISTORY     - 20060318 GOOD             USPSQD
 CA0768
 CA0768                          STATION DESCRIPTION
 CA0768
 CA0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0768'IN BRADY.
 CA0768'IN BRADY, SET VERTICALLY IN THE NORTH WALL OF THE NORTHWEST CORNER OF
 CA0768'THE BRADY NATIONAL BANK AT THE INTERSECTION OF COMMERCE AND BLACKBURN
 CA0768'STREETS.
 CA0768'THE MARK IS 0.9 M ABOVE THE SIDEWALK.
 CA0768
 CA0768                          STATION RECOVERY (1981)
 CA0768
 CA0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0768'RECOVERED IN GOOD CONDITION.
 CA0768
 CA0768                          STATION RECOVERY (1982)
 CA0768
 CA0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0768'RECOVERED IN GOOD CONDITION.
 CA0768
 CA0768                          STATION RECOVERY (1982)
 CA0768
 CA0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0768'IN BRADY, SET VERTICALLY IN THE NORTH WALL OF THE NORTHWEST CORNER OF
 CA0768'THE BRADY NATIONAL BANK AT THE INTERSECTION OF COMMERCE AND BLACKBURN
 CA0768'STREETS.
 CA0768'THE MARK IS 0.9 M ABOVE SIDEWALK.
 CA0768
 CA0768                          STATION RECOVERY (1999)
 CA0768
 CA0768'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0768'RECOVERED IN GOOD CONDITION.
 CA0768
 CA0768                          STATION RECOVERY (2006)
 CA0768
 CA0768'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0768'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0354 ***********************************************************************
 CB0354  DESIGNATION -  H 223
 CB0354  PID         -  CB0354
 CB0354  STATE/COUNTY-  TX/IRION
 CB0354  USGS QUAD   -  BARNHART NE (1971)
 CB0354
 CB0354                         *CURRENT SURVEY CONTROL
 CB0354  ___________________________________________________________________
 CB0354* NAD 83(1986)-  31 07 40.     (N)    101 06 38.     (W)     SCALED    
 CB0354* NAVD 88     -       762.494  (meters)    2501.62   (feet)  ADJUSTED  
 CB0354  ___________________________________________________________________
 CB0354  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CB0354  DYNAMIC HT  -         761.398 (meters)    2498.02  (feet)  COMP
 CB0354  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 CB0354
 CB0354  VERT ORDER  -  FIRST     CLASS II
 CB0354
 CB0354.The horizontal coordinates were scaled from a topographic map and have
 CB0354.an estimated accuracy of +/- 6 seconds.
 CB0354
 CB0354.The orthometric height was determined by differential leveling
 CB0354.and adjusted by the National Geodetic Survey in June 1991..
 CB0354.WARNING-Repeat measurements at this control monument indicate possible
 CB0354.vertical movement.
 CB0354
 CB0354.The geoid height was determined by GEOID03.
 CB0354
 CB0354.The dynamic height is computed by dividing the NAVD 88
 CB0354.geopotential number by the normal gravity value computed on the
 CB0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0354.degrees latitude (g = 980.6199 gals.).
 CB0354
 CB0354.The modeled gravity was interpolated from observed gravity values.
 CB0354
 CB0354;                    North         East    Units  Estimated Accuracy
 CB0354;SPC TX C     - 3,162,230.      625,880.      MT  (+/- 180 meters Scaled)
 CB0354
 CB0354                          SUPERSEDED SURVEY CONTROL
 CB0354
 CB0354  NGVD 29 (??/??/92)  762.204  (m)         2500.66   (f) ADJ UNCH    1 2
 CB0354
 CB0354.Superseded values are not recommended for survey control.
 CB0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0354.See file dsdata.txt to determine how the superseded data were derived.
 CB0354
 CB0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV987456(NAD 83)
 CB0354_MARKER: DB = BENCH MARK DISK
 CB0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0354_STAMPING: H-223 1934
 CB0354_MARK LOGO: CGS   
 CB0354_PROJECTION: PROJECTING 10 CENTIMETERS
 CB0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0354+STABILITY: SURFACE MOTION
 CB0354
 CB0354  HISTORY     - Date     Condition        Report By
 CB0354  HISTORY     - 1934     MONUMENTED       CGS
 CB0354  HISTORY     - 1940     GOOD             NGS
 CB0354  HISTORY     - 1981     GOOD             NGS
 CB0354
 CB0354                          STATION DESCRIPTION
 CB0354
 CB0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0354'3.7 MI E FROM BARNHART.
 CB0354'3.7 MILES E OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.1 MILE E OF MILE
 CB0354'POST 768.  54 FT S OF CENTER OF TRACK. 28 FT N OF CENTER OF CROSS ROAD
 CB0354'AND 6 FT SE OF T-CORNER IN FENCE.
 CB0354
 CB0354                          STATION RECOVERY (1940)
 CB0354
 CB0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0354'RECOVERED IN GOOD CONDITION.
 CB0354
 CB0354                          STATION RECOVERY (1981)
 CB0354
 CB0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0354'30.2 KM (18.75 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0354'WITH STATE HIGHWAY 137 IN BIG LAKE, THENCE 5.5 KM (3.4 MI) EASTERLY
 CB0354'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, OR 0.1 KM (0.05 MI)
 CB0354'EAST ALONG MAIN STREET FROM THE POST OFFICE IN MERTZON, THENCE 11.0 KM
 CB0354'(6.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 67, THENCE 24.5 KM (15.2
 CB0354'MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 CB0354'0.2 KM (0.1 MI) EAST OF MILEPOST 768, 37.5 METERS (123.0 FT) SOUTH OF
 CB0354'THE CENTER OF A DIRT ROAD, 24.2 METERS (79.4 FT) WEST-NORTHWEST OF A
 CB0354'FENCE CORNER, 16.2 METERS (53.2 FT) SOUTH OF THE NEAR RAIL AND 9.8
 CB0354'METERS (32.2 FT) EAST-SOUTHEAST OF A T-FENCE CORNER.
 CB0354'THE MARK IS 1.5 METERS  S FROM  A WITNESS POST AND FENCE
 CB0354'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0523 ***********************************************************************
 CA0523  DESIGNATION -  H 223 USGS
 CA0523  PID         -  CA0523
 CA0523  STATE/COUNTY-  TX/MCCULLOCH
 CA0523  USGS QUAD   -  BRADY NORTH (1987)
 CA0523
 CA0523                         *CURRENT SURVEY CONTROL
 CA0523  ___________________________________________________________________
 CA0523* NAD 83(1986)-  31 08 07.     (N)    099 20 05.     (W)     SCALED    
 CA0523* NAVD 88     -       509.801  (meters)    1672.57   (feet)  ADJUSTED  
 CA0523  ___________________________________________________________________
 CA0523  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CA0523  DYNAMIC HT  -         509.118 (meters)    1670.33  (feet)  COMP
 CA0523  MODELED GRAV-     979,285.5   (mgal)                       NAVD 88
 CA0523
 CA0523  VERT ORDER  -  FIRST     CLASS II
 CA0523
 CA0523.The horizontal coordinates were scaled from a topographic map and have
 CA0523.an estimated accuracy of +/- 6 seconds.
 CA0523
 CA0523.The orthometric height was determined by differential leveling
 CA0523.and adjusted by the National Geodetic Survey in June 1991..
 CA0523
 CA0523.The geoid height was determined by GEOID03.
 CA0523
 CA0523.The dynamic height is computed by dividing the NAVD 88
 CA0523.geopotential number by the normal gravity value computed on the
 CA0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0523.degrees latitude (g = 980.6199 gals.).
 CA0523
 CA0523.The modeled gravity was interpolated from observed gravity values.
 CA0523
 CA0523;                    North         East    Units  Estimated Accuracy
 CA0523;SPC TX C     - 3,163,230.      795,220.      MT  (+/- 180 meters Scaled)
 CA0523
 CA0523                          SUPERSEDED SURVEY CONTROL
 CA0523
 CA0523  NGVD 29 (??/??/92)  509.772  (m)         1672.48   (f) ADJ UNCH    1 2
 CA0523
 CA0523.Superseded values are not recommended for survey control.
 CA0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0523.See file dsdata.txt to determine how the superseded data were derived.
 CA0523
 CA0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV680446(NAD 83)
 CA0523_MARKER: DD = SURVEY DISK
 CA0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0523_SP_SET: STEP
 CA0523_STAMPING: 1672.477 H 223 1925
 CA0523_MARK LOGO: USGS  
 CA0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0523
 CA0523  HISTORY     - Date     Condition        Report By
 CA0523  HISTORY     - 1925     MONUMENTED       USGS
 CA0523  HISTORY     - 1935     GOOD             NGS
 CA0523  HISTORY     - 1981     GOOD             NGS
 CA0523  HISTORY     - 19950814 GOOD             USPSQD
 CA0523
 CA0523                          STATION DESCRIPTION
 CA0523
 CA0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0523'IN BRADY.
 CA0523'AT BRADY, MCCULLOCH COUNTY, AT THE EAST ENTRANCE TO THE COURTHOUSE,
 CA0523'AND IN THE NORTH END OF THE FIRST STONE STEP.  A U.S. GEOLOGICAL
 CA0523'SURVEY STANDARD DISK, STAMPED 1672.477 H 223 1925.
 CA0523
 CA0523                          STATION RECOVERY (1981)
 CA0523
 CA0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0523'IN BRADY, IN THE NORTH END OF THE FIRST STEP OF THE EAST ENTRANCE TO
 CA0523'THE COUNTY COURTHOUSE.
 CA0523'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CA0523
 CA0523                          STATION RECOVERY (1995)
 CA0523
 CA0523'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0118 ***********************************************************************
 FM0118  DESIGNATION -  H 225
 FM0118  PID         -  FM0118
 FM0118  STATE/COUNTY-  TX/MOORE
 FM0118  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0118
 FM0118                         *CURRENT SURVEY CONTROL
 FM0118  ___________________________________________________________________
 FM0118* NAD 83(1986)-  35 51 58.     (N)    102 02 10.     (W)     SCALED    
 FM0118* NAVD 88     -      1131.361  (meters)    3711.81   (feet)  ADJUSTED  
 FM0118  ___________________________________________________________________
 FM0118  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FM0118  DYNAMIC HT  -        1130.044 (meters)    3707.49  (feet)  COMP
 FM0118  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 FM0118
 FM0118  VERT ORDER  -  SECOND    CLASS 0
 FM0118
 FM0118.The horizontal coordinates were scaled from a topographic map and have
 FM0118.an estimated accuracy of +/- 6 seconds.
 FM0118
 FM0118.The orthometric height was determined by differential leveling
 FM0118.and adjusted by the National Geodetic Survey in June 1991..
 FM0118
 FM0118.The geoid height was determined by GEOID03.
 FM0118
 FM0118.The dynamic height is computed by dividing the NAVD 88
 FM0118.geopotential number by the normal gravity value computed on the
 FM0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0118.degrees latitude (g = 980.6199 gals.).
 FM0118
 FM0118.The modeled gravity was interpolated from observed gravity values.
 FM0118
 FM0118;                    North         East    Units  Estimated Accuracy
 FM0118;SPC TX N     - 1,207,150.      151,580.      MT  (+/- 180 meters Scaled)
 FM0118
 FM0118                          SUPERSEDED SURVEY CONTROL
 FM0118
 FM0118  NGVD 29 (??/??/92) 1130.804  (m)         3709.98   (f) ADJ UNCH    2 0
 FM0118
 FM0118.Superseded values are not recommended for survey control.
 FM0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0118.See file dsdata.txt to determine how the superseded data were derived.
 FM0118
 FM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV676731(NAD 83)
 FM0118_MARKER: DB = BENCH MARK DISK
 FM0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0118_STAMPING: H-225 1934
 FM0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0118+STABILITY: SURFACE MOTION
 FM0118
 FM0118  HISTORY     - Date     Condition        Report By
 FM0118  HISTORY     - 1934     MONUMENTED       CGS
 FM0118  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0118  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 FM0118
 FM0118                          STATION DESCRIPTION
 FM0118
 FM0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0118'4.1 MI W FROM DUMAS.
 FM0118'4.1 MILES W OF AND ALONG THE DUMAS-HARTLEY HWY NO. 87 0.1 MILE W OF A
 FM0118'T ROAD N.  32 FT. N OF CENTER OF HIGHWAY.  3 FT. S OF R/W FENCE.  54
 FM0118'FT. E OF A TELEPHONE POLE PAINTED USBM.
 FM0118
 FM0118                          STATION RECOVERY (1963)
 FM0118
 FM0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0118'MARK NOT FOUND.
 FM0118
 FM0118                          STATION RECOVERY (2004)
 FM0118
 FM0118'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0500 ***********************************************************************
 FL0500  DESIGNATION -  H 227
 FL0500  PID         -  FL0500
 FL0500  STATE/COUNTY-  TX/WHEELER
 FL0500  USGS QUAD   -  POND CREEK (1976)
 FL0500
 FL0500                         *CURRENT SURVEY CONTROL
 FL0500  ___________________________________________________________________
 FL0500* NAD 83(1986)-  35 22 48.     (N)    100 30 37.     (W)     SCALED    
 FL0500* NAVD 88     -       759.101  (meters)    2490.48   (feet)  ADJUSTED  
 FL0500  ___________________________________________________________________
 FL0500  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL0500  DYNAMIC HT  -         758.302 (meters)    2487.86  (feet)  COMP
 FL0500  MODELED GRAV-     979,556.6   (mgal)                       NAVD 88
 FL0500
 FL0500  VERT ORDER  -  SECOND    CLASS 0
 FL0500
 FL0500.The horizontal coordinates were scaled from a topographic map and have
 FL0500.an estimated accuracy of +/- 6 seconds.
 FL0500
 FL0500.The orthometric height was determined by differential leveling
 FL0500.and adjusted by the National Geodetic Survey in June 1991..
 FL0500
 FL0500.The geoid height was determined by GEOID03.
 FL0500
 FL0500.The dynamic height is computed by dividing the NAVD 88
 FL0500.geopotential number by the normal gravity value computed on the
 FL0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0500.degrees latitude (g = 980.6199 gals.).
 FL0500
 FL0500.The modeled gravity was interpolated from observed gravity values.
 FL0500
 FL0500;                    North         East    Units  Estimated Accuracy
 FL0500;SPC TX N     - 1,153,540.      289,920.      MT  (+/- 180 meters Scaled)
 FL0500
 FL0500                          SUPERSEDED SURVEY CONTROL
 FL0500
 FL0500  NGVD 29 (??/??/92)  758.776  (m)         2489.42   (f) ADJ UNCH    2 0
 FL0500
 FL0500.Superseded values are not recommended for survey control.
 FL0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0500.See file dsdata.txt to determine how the superseded data were derived.
 FL0500
 FL0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE628162(NAD 83)
 FL0500_MARKER: DB = BENCH MARK DISK
 FL0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0500_STAMPING: H 227 1934
 FL0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0500+STABILITY: SURFACE MOTION
 FL0500
 FL0500  HISTORY     - Date     Condition        Report By
 FL0500  HISTORY     - 1934     MONUMENTED       CGS
 FL0500  HISTORY     - 1943     GOOD             NGS
 FL0500
 FL0500                          STATION DESCRIPTION
 FL0500
 FL0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0500'5.9 MI SE FROM DENWORTH.
 FL0500'ABOUT 5.9 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY
 FL0500'FROM THE STATION AT DENWORTH, GRAY COUNTY, ABOUT 1.0 MILE SOUTH OF THE
 FL0500'TOWN OF KELLERVILLE, AT THE BELLCO SIDING, ABOUT 0.1 MILE EAST OF
 FL0500'MILEPOST 300, 135 FEET WEST OF THE CENTER LINE OF THE ROAD RUNNING
 FL0500'NORTH-SOUTH, 32.0 FEET NORTH OF A POWER POLE, 71.0 FEET NORTH OF THE
 FL0500'NORTH RAIL OF THE MAIN TRACK, PROJECTING ABOUT 4-INCHES ABOVE THE
 FL0500'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0596 ***********************************************************************
 CA0596  DESIGNATION -  H 227 USGS
 CA0596  PID         -  CA0596
 CA0596  STATE/COUNTY-  TX/MCCULLOCH
 CA0596  USGS QUAD   -  MELVIN (1960)
 CA0596
 CA0596                         *CURRENT SURVEY CONTROL
 CA0596  ___________________________________________________________________
 CA0596* NAD 83(1986)-  31 09 51.     (N)    099 30 06.     (W)     SCALED    
 CA0596* NAVD 88     -       547.807  (meters)    1797.26   (feet)  POSTED    
 CA0596  ___________________________________________________________________
 CA0596  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CA0596  DYNAMIC HT  -         547.070 (meters)    1794.85  (feet)  COMP
 CA0596  MODELED GRAV-     979,272.8   (mgal)                       NAVD 88
 CA0596
 CA0596  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CA0596
 CA0596.The horizontal coordinates were scaled from a topographic map and have
 CA0596.an estimated accuracy of +/- 6 seconds.
 CA0596
 CA0596.The orthometric height was determined by differential leveling
 CA0596.and adjusted by the National Geodetic Survey in 1992..
 CA0596.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CA0596.rate of 2.1 thru 3.0 mm/km.
 CA0596
 CA0596.The geoid height was determined by GEOID03.
 CA0596
 CA0596.The dynamic height is computed by dividing the NAVD 88
 CA0596.geopotential number by the normal gravity value computed on the
 CA0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0596.degrees latitude (g = 980.6199 gals.).
 CA0596
 CA0596.The modeled gravity was interpolated from observed gravity values.
 CA0596
 CA0596;                    North         East    Units  Estimated Accuracy
 CA0596;SPC TX C     - 3,166,300.      779,280.      MT  (+/- 180 meters Scaled)
 CA0596
 CA0596                          SUPERSEDED SURVEY CONTROL
 CA0596
 CA0596  NGVD 29 (??/??/92)  547.740  (m)         1797.04   (f) ADJ UNCH    1 2
 CA0596
 CA0596.Superseded values are not recommended for survey control.
 CA0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0596.See file dsdata.txt to determine how the superseded data were derived.
 CA0596
 CA0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV521479(NAD 83)
 CA0596_MARKER: DD = SURVEY DISK
 CA0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0596_SP_SET: FOUNDATION
 CA0596_STAMPING: 179.044 H 227 1925
 CA0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0596
 CA0596  HISTORY     - Date     Condition        Report By
 CA0596  HISTORY     - 1925     MONUMENTED       USGS
 CA0596  HISTORY     - 1931     GOOD             NGS
 CA0596  HISTORY     - 1935     GOOD             NGS
 CA0596  HISTORY     - 1981     MARK NOT FOUND   NGS
 CA0596  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CA0596
 CA0596                          STATION DESCRIPTION
 CA0596
 CA0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 CA0596'IN WHITELAND.
 CA0596'AT WHITELAND, MCCULLOCH COUNTY, AT THE GULF, COLORADO AND SANTA FE
 CA0596'RAILWAY STATION, BELOW THE TELEGRAPH-OFFICE WINDOW, AND IN THE FACE OF
 CA0596'THE CONCRETE FOUNDATION.  A U. S. GEOLOGICAL SURVEY STANDARD DISK,
 CA0596'STAMPED 1797.044 H 227 1925 AND SET VERTICALLY.
 CA0596
 CA0596                          STATION RECOVERY (1935)
 CA0596
 CA0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0596'RECOVERED IN GOOD CONDITION.
 CA0596
 CA0596                          STATION RECOVERY (1981)
 CA0596
 CA0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0596'THE RAILROAD STATION HAS BEEN TORN DOWN AND THE MARK SHOULD BE
 CA0596'CONSIDERED DESTROYED.
 CA0596
 CA0596                          STATION RECOVERY (1999)
 CA0596
 CA0596'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1345 ***********************************************************************
 FL1345  DESIGNATION -  H 228
 FL1345  PID         -  FL1345
 FL1345  STATE/COUNTY-  TX/POTTER
 FL1345  USGS QUAD   -  MARSH (1953)
 FL1345
 FL1345                         *CURRENT SURVEY CONTROL
 FL1345  ___________________________________________________________________
 FL1345* NAD 83(1986)-  35 30 30.     (N)    101 55 03.     (W)     SCALED    
 FL1345* NAVD 88     -      1026.659  (meters)    3368.30   (feet)  ADJUSTED  
 FL1345  ___________________________________________________________________
 FL1345  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1345  DYNAMIC HT  -        1025.460 (meters)    3364.36  (feet)  COMP
 FL1345  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 FL1345
 FL1345  VERT ORDER  -  SECOND    CLASS 0
 FL1345
 FL1345.The horizontal coordinates were scaled from a topographic map and have
 FL1345.an estimated accuracy of +/- 6 seconds.
 FL1345
 FL1345.The orthometric height was determined by differential leveling
 FL1345.and adjusted by the National Geodetic Survey in June 1991..
 FL1345
 FL1345.The geoid height was determined by GEOID03.
 FL1345
 FL1345.The dynamic height is computed by dividing the NAVD 88
 FL1345.geopotential number by the normal gravity value computed on the
 FL1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1345.degrees latitude (g = 980.6199 gals.).
 FL1345
 FL1345.The modeled gravity was interpolated from observed gravity values.
 FL1345
 FL1345;                    North         East    Units  Estimated Accuracy
 FL1345;SPC TX N     - 1,167,410.      162,130.      MT  (+/- 180 meters Scaled)
 FL1345
 FL1345                          SUPERSEDED SURVEY CONTROL
 FL1345
 FL1345  NGVD 29 (??/??/92) 1026.148  (m)         3366.62   (f) ADJ UNCH    2 0
 FL1345
 FL1345.Superseded values are not recommended for survey control.
 FL1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1345.See file dsdata.txt to determine how the superseded data were derived.
 FL1345
 FL1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE353333(NAD 83)
 FL1345_MARKER: DB = BENCH MARK DISK
 FL1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1345_STAMPING: H-228 1934
 FL1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1345+STABILITY: SURFACE MOTION
 FL1345
 FL1345  HISTORY     - Date     Condition        Report By
 FL1345  HISTORY     - 1934     MONUMENTED       CGS
 FL1345
 FL1345                          STATION DESCRIPTION
 FL1345
 FL1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1345'25.9 MI N FROM AMARILLO.
 FL1345'25.9 MILES N OF AND ALONG THE S.F.R.R. 10 POLES NW OF MILE POST 24.
 FL1345'200 FT. NE OF CENTER OF TRACK.  8 FT. SW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0601 ***********************************************************************
 CA0601  DESIGNATION -  H 229
 CA0601  PID         -  CA0601
 CA0601  STATE/COUNTY-  TX/CONCHO
 CA0601  USGS QUAD   -  MELVIN (1960)
 CA0601
 CA0601                         *CURRENT SURVEY CONTROL
 CA0601  ___________________________________________________________________
 CA0601* NAD 83(1986)-  31 07 39.     (N)    099 37 26.     (W)     SCALED    
 CA0601* NAVD 88     -       585.277  (meters)    1920.20   (feet)  POSTED    
 CA0601  ___________________________________________________________________
 CA0601  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CA0601  DYNAMIC HT  -         584.480 (meters)    1917.58  (feet)  COMP
 CA0601  MODELED GRAV-     979,259.8   (mgal)                       NAVD 88
 CA0601
 CA0601  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CA0601
 CA0601.The horizontal coordinates were scaled from a topographic map and have
 CA0601.an estimated accuracy of +/- 6 seconds.
 CA0601
 CA0601.The orthometric height was determined by differential leveling
 CA0601.and adjusted by the National Geodetic Survey in 1992..
 CA0601.No vertical observational check was made to the station.
 CA0601.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CA0601.was located on a no-check spur therefore a value was not computed.
 CA0601
 CA0601.The geoid height was determined by GEOID03.
 CA0601
 CA0601.The dynamic height is computed by dividing the NAVD 88
 CA0601.geopotential number by the normal gravity value computed on the
 CA0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0601.degrees latitude (g = 980.6199 gals.).
 CA0601
 CA0601.The modeled gravity was interpolated from observed gravity values.
 CA0601
 CA0601;                    North         East    Units  Estimated Accuracy
 CA0601;SPC TX C     - 3,162,160.      767,660.      MT  (+/- 180 meters Scaled)
 CA0601
 CA0601                          SUPERSEDED SURVEY CONTROL
 CA0601
 CA0601  NGVD 29 (??/??/92)  585.199  (m)         1919.94   (f) ADJ UNCH    1 2
 CA0601
 CA0601.Superseded values are not recommended for survey control.
 CA0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0601.See file dsdata.txt to determine how the superseded data were derived.
 CA0601
 CA0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV405439(NAD 83)
 CA0601_MARKER: DD = SURVEY DISK
 CA0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0601_STAMPING: 1919.940 H 229 1925
 CA0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0601+STABILITY: SURFACE MOTION
 CA0601
 CA0601  HISTORY     - Date     Condition        Report By
 CA0601  HISTORY     - 1925     MONUMENTED       USGS
 CA0601  HISTORY     - 1942     GOOD             NGS
 CA0601
 CA0601                          STATION DESCRIPTION
 CA0601
 CA0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 CA0601'IN LIGHTNER.
 CA0601'AT LIGHTNER, CONCHO COUNTY, 150 FEET NORTHEAST OF AN ABANDONED
 CA0601'SCHOOLHOUSE, AT A TURN IN THE ROAD, 40 FEET SOUTHEAST OF A FENCE
 CA0601'CORNER, AND 5 FEET SOUTH OF A GATEPOST, 40 FEET SOUTHEAST OF FENCE
 CA0601'CORNER POST, AT BASE OF LARGE POST.  COVERED 2 INCHES WITH DIRT.  A
 CA0601'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1919.940 H 229 1925 AND
 CA0601'SET IN THE TOP OF A STONE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0489 ***********************************************************************
 FL0489  DESIGNATION -  H 230
 FL0489  PID         -  FL0489
 FL0489  STATE/COUNTY-  TX/GRAY
 FL0489  USGS QUAD   -  BOWERS CITY (1976)
 FL0489
 FL0489                         *CURRENT SURVEY CONTROL
 FL0489  ___________________________________________________________________
 FL0489* NAD 83(1986)-  35 26 23.     (N)    100 58 20.     (W)     SCALED    
 FL0489* NAVD 88     -       989.444  (meters)    3246.20   (feet)  ADJUSTED  
 FL0489  ___________________________________________________________________
 FL0489  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 FL0489  DYNAMIC HT  -         988.360 (meters)    3242.64  (feet)  COMP
 FL0489  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 FL0489
 FL0489  VERT ORDER  -  SECOND    CLASS 0
 FL0489
 FL0489.The horizontal coordinates were scaled from a topographic map and have
 FL0489.an estimated accuracy of +/- 6 seconds.
 FL0489
 FL0489.The orthometric height was determined by differential leveling
 FL0489.and adjusted by the National Geodetic Survey in June 1991..
 FL0489
 FL0489.The geoid height was determined by GEOID03.
 FL0489
 FL0489.The dynamic height is computed by dividing the NAVD 88
 FL0489.geopotential number by the normal gravity value computed on the
 FL0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0489.degrees latitude (g = 980.6199 gals.).
 FL0489
 FL0489.The modeled gravity was interpolated from observed gravity values.
 FL0489
 FL0489;                    North         East    Units  Estimated Accuracy
 FL0489;SPC TX N     - 1,159,850.      247,920.      MT  (+/- 180 meters Scaled)
 FL0489
 FL0489                          SUPERSEDED SURVEY CONTROL
 FL0489
 FL0489  NGVD 29 (??/??/92)  989.029  (m)         3244.84   (f) ADJ UNCH    2 0
 FL0489
 FL0489.Superseded values are not recommended for survey control.
 FL0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0489.See file dsdata.txt to determine how the superseded data were derived.
 FL0489
 FL0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE209235(NAD 83)
 FL0489_MARKER: DB = BENCH MARK DISK
 FL0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0489_STAMPING: H-230 1934
 FL0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0489+STABILITY: SURFACE MOTION
 FL0489
 FL0489  HISTORY     - Date     Condition        Report By
 FL0489  HISTORY     - 1934     MONUMENTED       CGS
 FL0489  HISTORY     - 1943     MARK NOT FOUND   NGS
 FL0489
 FL0489                          STATION DESCRIPTION
 FL0489
 FL0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0489'6.7 MI S FROM PAMPA.
 FL0489'6.7 MILES S OF AND ALONG STATE HWY NO. 88 MARK
 FL0489'IS E OF A LARGE CURVE IN ROAD ABOUT CENTER OF CURVE.  38 FT. E. OF
 FL0489'CENTER OF HIGHWAY.
 FL0489
 FL0489                          STATION RECOVERY (1943)
 FL0489
 FL0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FL0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0606 ***********************************************************************
 CA0606  DESIGNATION -  H 232
 CA0606  PID         -  CA0606
 CA0606  STATE/COUNTY-  TX/MENARD
 CA0606  USGS QUAD   -  CALLAN (1970)
 CA0606
 CA0606                         *CURRENT SURVEY CONTROL
 CA0606  ___________________________________________________________________
 CA0606* NAD 83(1986)-  31 02 09.     (N)    099 42 16.     (W)     SCALED    
 CA0606* NAVD 88     -       638.173  (meters)    2093.74   (feet)  POSTED    
 CA0606  ___________________________________________________________________
 CA0606  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CA0606  DYNAMIC HT  -         637.290 (meters)    2090.84  (feet)  COMP
 CA0606  MODELED GRAV-     979,231.5   (mgal)                       NAVD 88
 CA0606
 CA0606  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0606
 CA0606.The horizontal coordinates were scaled from a topographic map and have
 CA0606.an estimated accuracy of +/- 6 seconds.
 CA0606
 CA0606.The orthometric height was determined by differential leveling
 CA0606.and adjusted by the National Geodetic Survey in 1992..
 CA0606.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0606.rate of 0.0 thru 1.0 mm/km.
 CA0606
 CA0606.The geoid height was determined by GEOID03.
 CA0606
 CA0606.The dynamic height is computed by dividing the NAVD 88
 CA0606.geopotential number by the normal gravity value computed on the
 CA0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0606.degrees latitude (g = 980.6199 gals.).
 CA0606
 CA0606.The modeled gravity was interpolated from observed gravity values.
 CA0606
 CA0606;                    North         East    Units  Estimated Accuracy
 CA0606;SPC TX C     - 3,151,950.      760,030.      MT  (+/- 180 meters Scaled)
 CA0606
 CA0606                          SUPERSEDED SURVEY CONTROL
 CA0606
 CA0606  NGVD 29 (??/??/92)  638.076  (m)         2093.42   (f) ADJ UNCH    1 2
 CA0606
 CA0606.Superseded values are not recommended for survey control.
 CA0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0606.See file dsdata.txt to determine how the superseded data were derived.
 CA0606
 CA0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV327337(NAD 83)
 CA0606_MARKER: DD = SURVEY DISK
 CA0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0606_SP_SET: LIMESTONE POST
 CA0606_STAMPING: 209.421 H 232 1925
 CA0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0606
 CA0606  HISTORY     - Date     Condition        Report By
 CA0606  HISTORY     - 1925     MONUMENTED       USGS
 CA0606  HISTORY     - 1935     GOOD             NGS
 CA0606
 CA0606                          STATION DESCRIPTION
 CA0606
 CA0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0606'1.8 MI SW FROM CALLAN.
 CA0606'1.8 MILES SOUTHWEST ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY
 CA0606'(NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM
 CA0606'CALLAN, MENARD COUNTY, 14 POLE SOUTH OF MILEPOST 951, OPPOSITE THE
 CA0606'MIDDLE ONE OF THREE WATER TANKS, AND 2 FEET WEST OF THE WEST
 CA0606'RIGHT-OF-WAY FENCE.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 CA0606'2093.421 H 23 2 1925 AND SET IN THE TOP OF A LIMESTONE POST FLUSH WITH
 CA0606'THE GROUND.  NOTE-- THIS POST IS FLUSH WITH THE GROUND.  THE ROCK THAT
 CA0606'THIS DISK IS SET IN, HAS BEEN SPLIT.  THE SPLIT IS TWO INCHES FROM THE
 CA0606'DISK HOWEVER AND IN NO WAY LESSENS THE USEFULNESS OF THE MARK. THE
 CA0606'POST IS STILL RIGID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0824 ***********************************************************************
 DN0824  DESIGNATION -  H 232
 DN0824  PID         -  DN0824
 DN0824  STATE/COUNTY-  TX/MONTAGUE
 DN0824  USGS QUAD   -  RINGGOLD (1968)
 DN0824
 DN0824                         *CURRENT SURVEY CONTROL
 DN0824  ___________________________________________________________________
 DN0824* NAD 83(1986)-  33 45 38.     (N)    097 56 17.     (W)     SCALED    
 DN0824* NAVD 88     -       263.617  (meters)     864.88   (feet)  POSTED    
 DN0824  ___________________________________________________________________
 DN0824  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN0824  DYNAMIC HT  -         263.330 (meters)     863.94  (feet)  COMP
 DN0824  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 DN0824
 DN0824  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DN0824
 DN0824.The horizontal coordinates were scaled from a topographic map and have
 DN0824.an estimated accuracy of +/- 6 seconds.
 DN0824
 DN0824.The orthometric height was determined by differential leveling
 DN0824.and adjusted by the National Geodetic Survey in 1992..
 DN0824.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DN0824.rate of 0.0 thru 1.0 mm/km.
 DN0824
 DN0824.The geoid height was determined by GEOID03.
 DN0824
 DN0824.The dynamic height is computed by dividing the NAVD 88
 DN0824.geopotential number by the normal gravity value computed on the
 DN0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0824.degrees latitude (g = 980.6199 gals.).
 DN0824
 DN0824.The modeled gravity was interpolated from observed gravity values.
 DN0824
 DN0824;                    North         East    Units  Estimated Accuracy
 DN0824;SPC TXNC     - 2,232,340.      652,060.      MT  (+/- 180 meters Scaled)
 DN0824
 DN0824                          SUPERSEDED SURVEY CONTROL
 DN0824
 DN0824  NGVD 29 (??/??/92)  263.515  (m)          864.55   (f) ADJ UNCH    1 2
 DN0824
 DN0824.Superseded values are not recommended for survey control.
 DN0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0824.See file dsdata.txt to determine how the superseded data were derived.
 DN0824
 DN0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC983361(NAD 83)
 DN0824_MARKER: DB = BENCH MARK DISK
 DN0824_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN0824_SP_SET: HEADWALL
 DN0824_STAMPING: H 232 1952
 DN0824_MARK LOGO: CGS   
 DN0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0824+STABILITY: SURFACE MOTION
 DN0824
 DN0824  HISTORY     - Date     Condition        Report By
 DN0824  HISTORY     - 1952     MONUMENTED       CGS
 DN0824  HISTORY     - 1986     GOOD             NGS
 DN0824
 DN0824                          STATION DESCRIPTION
 DN0824
 DN0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0824'4.7 MI S FROM RINGOLD.
 DN0824'4.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0824'FROM THE STATION AT RINGOLD, 6 1/2 POLES NORTH OF MILEPOST 529, 12
 DN0824'FEET WEST OF THE WEST RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN
 DN0824'THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A LARGE
 DN0824'CONCRETE PIPE CULVERT.
 DN0824
 DN0824                          STATION RECOVERY (1986)
 DN0824
 DN0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0824'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.0 KM (15.55
 DN0824'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0824'HIGHWAY 287 IN BOWIE, THENCE 0.6 KM (0.35 MI) WEST ALONG A GRAVELED
 DN0824'ROAD, THENCE 1.6 KM (1.0 MI) SOUTHEASTERLY ALONG THE OKLAHOMA KANSAS
 DN0824'TEXAS RAILROAD.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0496 ***********************************************************************
 DN0496  DESIGNATION -  H 233
 DN0496  PID         -  DN0496
 DN0496  STATE/COUNTY-  TX/GRAYSON
 DN0496  USGS QUAD   -  DORCHESTER (1974)
 DN0496
 DN0496                         *CURRENT SURVEY CONTROL
 DN0496  ___________________________________________________________________
 DN0496* NAD 83(1986)-  33 34 03.     (N)    096 39 54.     (W)     SCALED    
 DN0496* NAVD 88     -       229.098  (meters)     751.63   (feet)  ADJUSTED  
 DN0496  ___________________________________________________________________
 DN0496  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN0496  DYNAMIC HT  -         228.853 (meters)     750.83  (feet)  COMP
 DN0496  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 DN0496
 DN0496  VERT ORDER  -  SECOND    CLASS 0
 DN0496
 DN0496.The horizontal coordinates were scaled from a topographic map and have
 DN0496.an estimated accuracy of +/- 6 seconds.
 DN0496
 DN0496.The orthometric height was determined by differential leveling
 DN0496.and adjusted by the National Geodetic Survey in June 1991..
 DN0496
 DN0496.The geoid height was determined by GEOID03.
 DN0496
 DN0496.The dynamic height is computed by dividing the NAVD 88
 DN0496.geopotential number by the normal gravity value computed on the
 DN0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0496.degrees latitude (g = 980.6199 gals.).
 DN0496
 DN0496.The modeled gravity was interpolated from observed gravity values.
 DN0496
 DN0496;                    North         East    Units  Estimated Accuracy
 DN0496;SPC TXNC     - 2,212,280.      770,360.      MT  (+/- 180 meters Scaled)
 DN0496
 DN0496                          SUPERSEDED SURVEY CONTROL
 DN0496
 DN0496  NGVD 29 (??/??/92)  229.075  (m)          751.56   (f) ADJ UNCH    2 0
 DN0496
 DN0496.Superseded values are not recommended for survey control.
 DN0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0496.See file dsdata.txt to determine how the superseded data were derived.
 DN0496
 DN0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC167166(NAD 83)
 DN0496_MARKER: DB = BENCH MARK DISK
 DN0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0496_STAMPING: H 233 1952
 DN0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0496+STABILITY: SURFACE MOTION
 DN0496
 DN0496  HISTORY     - Date     Condition        Report By
 DN0496  HISTORY     - 1952     MONUMENTED       CGS
 DN0496  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0496
 DN0496                          STATION DESCRIPTION
 DN0496
 DN0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0496'2.9 MI NE FROM DORCHESTER.
 DN0496'2.9 MILES NORTHEAST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0496'RAILROAD FROM THE STATION SIGN AT DORCHESTER, 98 FEET NORTHEAST OF
 DN0496'MILEPOST 654-20, 60 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 DN0496'CROSSING, 46 FEET NORTHWEST OF THE NORTHWEST RAIL, 13.5 FEET NORTHEAST
 DN0496'OF A FENCE CORNER, 1 FOOT NORTHWEST OF A FENCE, 3 FEET NORTHEAST OF A
 DN0496'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 DN0496'FOOT ABOVE THE GROUND.
 DN0496
 DN0496                          STATION RECOVERY (1995)
 DN0496
 DN0496'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0419 ***********************************************************************
 FM0419  DESIGNATION -  H 234
 FM0419  PID         -  FM0419
 FM0419  STATE/COUNTY-  TX/HARTLEY
 FM0419  USGS QUAD   -  WHITEAKER RANCH (1971)
 FM0419
 FM0419                         *CURRENT SURVEY CONTROL
 FM0419  ___________________________________________________________________
 FM0419* NAD 83(1986)-  35 45 29.     (N)    102 53 02.     (W)     SCALED    
 FM0419* NAVD 88     -      1214.835  (meters)    3985.67   (feet)  ADJUSTED  
 FM0419  ___________________________________________________________________
 FM0419  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 FM0419  DYNAMIC HT  -        1213.396 (meters)    3980.95  (feet)  COMP
 FM0419  MODELED GRAV-     979,407.3   (mgal)                       NAVD 88
 FM0419
 FM0419  VERT ORDER  -  FIRST     CLASS II
 FM0419
 FM0419.The horizontal coordinates were scaled from a topographic map and have
 FM0419.an estimated accuracy of +/- 6 seconds.
 FM0419
 FM0419.The orthometric height was determined by differential leveling
 FM0419.and adjusted by the National Geodetic Survey in June 1991..
 FM0419
 FM0419.The geoid height was determined by GEOID03.
 FM0419
 FM0419.The dynamic height is computed by dividing the NAVD 88
 FM0419.geopotential number by the normal gravity value computed on the
 FM0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0419.degrees latitude (g = 980.6199 gals.).
 FM0419
 FM0419.The modeled gravity was interpolated from observed gravity values.
 FM0419
 FM0419;                    North         East    Units  Estimated Accuracy
 FM0419;SPC TX N     - 1,195,910.       74,860.      MT  (+/- 180 meters Scaled)
 FM0419
 FM0419                          SUPERSEDED SURVEY CONTROL
 FM0419
 FM0419  NGVD 29 (??/??/92) 1214.288  (m)         3983.88   (f) ADJ UNCH    1 2
 FM0419
 FM0419.Superseded values are not recommended for survey control.
 FM0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0419.See file dsdata.txt to determine how the superseded data were derived.
 FM0419
 FM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV913591(NAD 83)
 FM0419_MARKER: DB = BENCH MARK DISK
 FM0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0419_SP_SET: BRIDGE ABUTMENT
 FM0419_STAMPING: H-234 1933
 FM0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0419
 FM0419  HISTORY     - Date     Condition        Report By
 FM0419  HISTORY     - 1933     MONUMENTED       CGS
 FM0419  HISTORY     - 1943     GOOD             NGS
 FM0419
 FM0419                          STATION DESCRIPTION
 FM0419
 FM0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0419'3.5 MI NE FROM ROMERO.
 FM0419'3.5 MILES NORTH EAST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. AT
 FM0419'BRIDGE NO. 5750, OVER THE PUNTADE AQUA CREEK.  ONE POLE SOUTH WEST OF
 FM0419'MILE POLE NO. 575.  SET IN CONCRETE ABUTMENT, AT SOUTH EAST SIDE OF
 FM0419'NORTH EAST END.  2 FEET SOUTH WEST OF END AND 1 1/2 FEET NORTH WEST OF
 FM0419'FACE.
 FM0419
 FM0419                          STATION RECOVERY (1943)
 FM0419
 FM0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0049 ***********************************************************************
 GL0049  DESIGNATION -  H 235
 GL0049  PID         -  GL0049
 GL0049  STATE/COUNTY-  TX/HARTLEY
 GL0049  USGS QUAD   -  DALHART EAST (1973)
 GL0049
 GL0049                         *CURRENT SURVEY CONTROL
 GL0049  ___________________________________________________________________
 GL0049* NAD 83(1986)-  36 00 28.     (N)    102 28 05.     (W)     SCALED    
 GL0049* NAVD 88     -      1207.348  (meters)    3961.11   (feet)  ADJUSTED  
 GL0049  ___________________________________________________________________
 GL0049  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 GL0049  DYNAMIC HT  -        1205.939 (meters)    3956.48  (feet)  COMP
 GL0049  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 GL0049
 GL0049  VERT ORDER  -  FIRST     CLASS II
 GL0049
 GL0049.The horizontal coordinates were scaled from a topographic map and have
 GL0049.an estimated accuracy of +/- 6 seconds.
 GL0049
 GL0049.The orthometric height was determined by differential leveling
 GL0049.and adjusted by the National Geodetic Survey in June 1991..
 GL0049
 GL0049.The geoid height was determined by GEOID03.
 GL0049
 GL0049.The dynamic height is computed by dividing the NAVD 88
 GL0049.geopotential number by the normal gravity value computed on the
 GL0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0049.degrees latitude (g = 980.6199 gals.).
 GL0049
 GL0049.The modeled gravity was interpolated from observed gravity values.
 GL0049
 GL0049;                    North         East    Units  Estimated Accuracy
 GL0049;SPC TX N     - 1,223,170.      112,730.      MT  (+/- 180 meters Scaled)
 GL0049
 GL0049                          SUPERSEDED SURVEY CONTROL
 GL0049
 GL0049  NGVD 29 (??/??/92) 1206.784  (m)         3959.26   (f) ADJ UNCH    1 2
 GL0049
 GL0049.Superseded values are not recommended for survey control.
 GL0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0049.See file dsdata.txt to determine how the superseded data were derived.
 GL0049
 GL0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV281877(NAD 83)
 GL0049_MARKER: DB = BENCH MARK DISK
 GL0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0049_STAMPING: H-235, 1933
 GL0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0049+STABILITY: SURFACE MOTION
 GL0049
 GL0049  HISTORY     - Date     Condition        Report By
 GL0049  HISTORY     - 1933     MONUMENTED       CGS
 GL0049  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0049  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0049
 GL0049                          STATION DESCRIPTION
 GL0049
 GL0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0049'5.2 MI SE FROM DALHART.
 GL0049'5.2 MILES SOUTH EAST OF THE COURT HOUSE ALONG THE FORTH WORTH AND
 GL0049'DENVER CITY RAILROAD.  16 POLES NORTH WEST OF MILE POLE NO. 412.  SET
 GL0049'IN POST, 36 FEET SOUTH WEST OF THE CENTERLINE OF THE TRACKS AND 4 FEET
 GL0049'NORTH WEST OF POLE.
 GL0049
 GL0049                          STATION RECOVERY (1973)
 GL0049
 GL0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0049'MARK NOT FOUND.
 GL0049
 GL0049                          STATION RECOVERY (1985)
 GL0049
 GL0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0049'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0369 ***********************************************************************
 BN0369  DESIGNATION -  H 236 USGS RESET 1940
 BN0369  PID         -  BN0369
 BN0369  STATE/COUNTY-  TX/MENARD
 BN0369  USGS QUAD   -  MENARD (1987)
 BN0369
 BN0369                         *CURRENT SURVEY CONTROL
 BN0369  ___________________________________________________________________
 BN0369* NAD 83(1986)-  30 54 52.     (N)    099 47 04.     (W)     SCALED    
 BN0369* NAVD 88     -       574.925  (meters)    1886.23   (feet)  ADJUSTED  
 BN0369  ___________________________________________________________________
 BN0369  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BN0369  DYNAMIC HT  -         574.121 (meters)    1883.60  (feet)  COMP
 BN0369  MODELED GRAV-     979,223.4   (mgal)                       NAVD 88
 BN0369
 BN0369  VERT ORDER  -  FIRST     CLASS II
 BN0369
 BN0369.The horizontal coordinates were scaled from a topographic map and have
 BN0369.an estimated accuracy of +/- 6 seconds.
 BN0369
 BN0369.The orthometric height was determined by differential leveling
 BN0369.and adjusted by the National Geodetic Survey in June 1991..
 BN0369
 BN0369.The geoid height was determined by GEOID03.
 BN0369
 BN0369.The dynamic height is computed by dividing the NAVD 88
 BN0369.geopotential number by the normal gravity value computed on the
 BN0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0369.degrees latitude (g = 980.6199 gals.).
 BN0369
 BN0369.The modeled gravity was interpolated from observed gravity values.
 BN0369
 BN0369;                    North         East    Units  Estimated Accuracy
 BN0369;SPC TX C     - 3,138,450.      752,460.      MT  (+/- 180 meters Scaled)
 BN0369
 BN0369                          SUPERSEDED SURVEY CONTROL
 BN0369
 BN0369  NGVD 29 (??/??/??)  574.81   (m)         1885.9    (f) RESET       3  
 BN0369
 BN0369.Superseded values are not recommended for survey control.
 BN0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0369.See file dsdata.txt to determine how the superseded data were derived.
 BN0369
 BN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV250203(NAD 83)
 BN0369_MARKER: DB = BENCH MARK DISK
 BN0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0369_SP_SET: BUILDING
 BN0369_STAMPING: H 236 1925 RESET 1940
 BN0369_MARK LOGO: USGS  
 BN0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0369
 BN0369  HISTORY     - Date     Condition        Report By
 BN0369  HISTORY     - 1940     MONUMENTED       LOCENG
 BN0369  HISTORY     - 1981     GOOD             NGS
 BN0369  HISTORY     - 1991     GOOD             USPSQD
 BN0369  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 BN0369
 BN0369                          STATION DESCRIPTION
 BN0369
 BN0369'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 BN0369'IN MENARD.
 BN0369'AT MENARD, MENARD COUNTY, AT THE WEST SIDE OF THE ELEMENTARY SCHOOL,
 BN0369'AND IN THE NORTHWEST CORNER OF THE CONCRETE TERRACE.  A U. S.
 BN0369'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 236 1925 RESET 1940.
 BN0369
 BN0369                          STATION RECOVERY (1981)
 BN0369
 BN0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0369'IN MENARD, IN TOP OF THE NORTHWEST CORNER OF THE FOURTH STEP OF THE
 BN0369'WEST ENTRANCE TO THE MENARD ELEMENTARY SCHOOL, AT THE INTERSECTION OF
 BN0369'GAY AND EAST MISSION STREETS, 6.4 METERS (21.0 FT) NORTH-NORTHWEST OF
 BN0369'THE CENTER OF THE ENTRANCE AND 1.4 METERS (4.6 FT) SOUTH OF A FLAG
 BN0369'POLE.
 BN0369'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
 BN0369
 BN0369                          STATION RECOVERY (1991)
 BN0369
 BN0369'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0369'RECOVERED IN GOOD CONDITION.
 BN0369
 BN0369                          STATION RECOVERY (1996)
 BN0369
 BN0369'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0305 ***********************************************************************
 GL0305  DESIGNATION -  H 237
 GL0305  PID         -  GL0305
 GL0305  STATE/COUNTY-  TX/DALLAM
 GL0305  USGS QUAD   -  DALHART WEST (1973)
 GL0305
 GL0305                         *CURRENT SURVEY CONTROL
 GL0305  ___________________________________________________________________
 GL0305* NAD 83(1986)-  36 04 19.     (N)    102 30 47.     (W)     SCALED    
 GL0305* NAVD 88     -      1215.804  (meters)    3988.85   (feet)  ADJUSTED  
 GL0305  ___________________________________________________________________
 GL0305  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 GL0305  DYNAMIC HT  -        1214.393 (meters)    3984.22  (feet)  COMP
 GL0305  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 GL0305
 GL0305  VERT ORDER  -  FIRST     CLASS II
 GL0305
 GL0305.The horizontal coordinates were scaled from a topographic map and have
 GL0305.an estimated accuracy of +/- 6 seconds.
 GL0305
 GL0305.The orthometric height was determined by differential leveling
 GL0305.and adjusted by the National Geodetic Survey in June 1991..
 GL0305
 GL0305.The geoid height was determined by GEOID03.
 GL0305
 GL0305.The dynamic height is computed by dividing the NAVD 88
 GL0305.geopotential number by the normal gravity value computed on the
 GL0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0305.degrees latitude (g = 980.6199 gals.).
 GL0305
 GL0305.The modeled gravity was interpolated from observed gravity values.
 GL0305
 GL0305;                    North         East    Units  Estimated Accuracy
 GL0305;SPC TX N     - 1,230,330.      108,750.      MT  (+/- 180 meters Scaled)
 GL0305
 GL0305                          SUPERSEDED SURVEY CONTROL
 GL0305
 GL0305.No superseded survey control is available for this station.
 GL0305
 GL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV239947(NAD 83)
 GL0305_MARKER: DB = BENCH MARK DISK
 GL0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL0305_SP_SET: FOUNDATION
 GL0305_STAMPING: H-237 1933
 GL0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0305
 GL0305  HISTORY     - Date     Condition        Report By
 GL0305  HISTORY     - 1933     MONUMENTED       CGS
 GL0305
 GL0305                          STATION DESCRIPTION
 GL0305
 GL0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0305'0.5 MI NE FROM DALHART.
 GL0305'0.5 MILES NORTH EAST OF DALHART DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GL0305'AT WATER COLUMN, 4 POLES NE OF MILE POLE NO. 545.  10 FEET NORTH EAST
 GL0305'OF THE NORTH EAST END OF COAL SCHUTE.  SET IN THE SOUTH CORNER OF THE
 GL0305'WATER COLUMN FOUNDATION, 5 FEET NORTH WEST OF THE CENTERLINE OF THE
 GL0305'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0376 ***********************************************************************
 BN0376  DESIGNATION -  H 238
 BN0376  PID         -  BN0376
 BN0376  STATE/COUNTY-  TX/MENARD
 BN0376  USGS QUAD   -  SPOON DRAW (1970)
 BN0376
 BN0376                         *CURRENT SURVEY CONTROL
 BN0376  ___________________________________________________________________
 BN0376* NAD 83(1986)-  30 49 41.     (N)    099 50 21.     (W)     SCALED    
 BN0376* NAVD 88     -       636.029  (meters)    2086.71   (feet)  POSTED    
 BN0376  ___________________________________________________________________
 BN0376  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 BN0376  DYNAMIC HT  -         635.130 (meters)    2083.76  (feet)  COMP
 BN0376  MODELED GRAV-     979,213.4   (mgal)                       NAVD 88
 BN0376
 BN0376  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0376
 BN0376.The horizontal coordinates were scaled from a topographic map and have
 BN0376.an estimated accuracy of +/- 6 seconds.
 BN0376
 BN0376.The orthometric height was determined by differential leveling
 BN0376.and adjusted by the National Geodetic Survey in 1992..
 BN0376.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0376.rate of 0.0 thru 1.0 mm/km.
 BN0376
 BN0376.The geoid height was determined by GEOID03.
 BN0376
 BN0376.The dynamic height is computed by dividing the NAVD 88
 BN0376.geopotential number by the normal gravity value computed on the
 BN0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0376.degrees latitude (g = 980.6199 gals.).
 BN0376
 BN0376.The modeled gravity was interpolated from observed gravity values.
 BN0376
 BN0376;                    North         East    Units  Estimated Accuracy
 BN0376;SPC TX C     - 3,128,850.      747,270.      MT  (+/- 180 meters Scaled)
 BN0376
 BN0376                          SUPERSEDED SURVEY CONTROL
 BN0376
 BN0376  NGVD 29 (??/??/92)  635.961  (m)         2086.48   (f) ADJ UNCH    1 2
 BN0376
 BN0376.Superseded values are not recommended for survey control.
 BN0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0376.See file dsdata.txt to determine how the superseded data were derived.
 BN0376
 BN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV197108(NAD 83)
 BN0376_MARKER: DD = SURVEY DISK
 BN0376_SETTING: 66 = SET IN ROCK OUTCROP
 BN0376_SP_SET: ROCK OUTCROP
 BN0376_STAMPING: 2086.482 H 238 1925
 BN0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0376+STABILITY: POSITION/ELEVATION WELL
 BN0376
 BN0376  HISTORY     - Date     Condition        Report By
 BN0376  HISTORY     - 1925     MONUMENTED       USGS
 BN0376  HISTORY     - 1931     GOOD             NGS
 BN0376  HISTORY     - 1935     GOOD             NGS
 BN0376  HISTORY     - 19981226 GOOD             USPSQD
 BN0376
 BN0376                          STATION DESCRIPTION
 BN0376
 BN0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0376'7.8 MI S FROM MENARD.
 BN0376'7.8 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MENARD, MENARD COUNTY, 80
 BN0376'FEET NORTH OF A SIGN MENARD 8 MILES, AT THE TOP OF A GRADE, 30 FEET
 BN0376'WEST OF A WEST FENCE, AND IN THE TOP OF A GRANITE OUTCROP.  A U.S.
 BN0376'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2086.482 H 238 1925.
 BN0376
 BN0376                          STATION RECOVERY (1935)
 BN0376
 BN0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0376'RECOVERED IN GOOD CONDITION.
 BN0376
 BN0376                          STATION RECOVERY (1998)
 BN0376
 BN0376'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0787 ***********************************************************************
 GK0787  DESIGNATION -  H 238
 GK0787  PID         -  GK0787
 GK0787  STATE/COUNTY-  TX/SHERMAN
 GK0787  USGS QUAD   -  STEVENS (1965)
 GK0787
 GK0787                         *CURRENT SURVEY CONTROL
 GK0787  ___________________________________________________________________
 GK0787* NAD 83(1986)-  36 22 39.     (N)    101 59 49.     (W)     SCALED    
 GK0787* NAVD 88     -      1094.942  (meters)    3592.32   (feet)  ADJUSTED  
 GK0787  ___________________________________________________________________
 GK0787  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 GK0787  DYNAMIC HT  -        1093.743 (meters)    3588.39  (feet)  COMP
 GK0787  MODELED GRAV-     979,499.4   (mgal)                       NAVD 88
 GK0787
 GK0787  VERT ORDER  -  FIRST     CLASS II
 GK0787
 GK0787.The horizontal coordinates were scaled from a topographic map and have
 GK0787.an estimated accuracy of +/- 6 seconds.
 GK0787
 GK0787.The orthometric height was determined by differential leveling
 GK0787.and adjusted by the National Geodetic Survey in June 1991..
 GK0787
 GK0787.The geoid height was determined by GEOID03.
 GK0787
 GK0787.The dynamic height is computed by dividing the NAVD 88
 GK0787.geopotential number by the normal gravity value computed on the
 GK0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0787.degrees latitude (g = 980.6199 gals.).
 GK0787
 GK0787.The modeled gravity was interpolated from observed gravity values.
 GK0787
 GK0787;                    North         East    Units  Estimated Accuracy
 GK0787;SPC TX N     - 1,263,880.      155,410.      MT  (+/- 180 meters Scaled)
 GK0787
 GK0787                          SUPERSEDED SURVEY CONTROL
 GK0787
 GK0787  NGVD 29 (??/??/92) 1094.446  (m)         3590.69   (f) ADJ UNCH    1 2
 GK0787
 GK0787.Superseded values are not recommended for survey control.
 GK0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0787.See file dsdata.txt to determine how the superseded data were derived.
 GK0787
 GK0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF311299(NAD 83)
 GK0787_MARKER: DB = BENCH MARK DISK
 GK0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0787_STAMPING: H-238, 1933
 GK0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0787+STABILITY: SURFACE MOTION
 GK0787
 GK0787  HISTORY     - Date     Condition        Report By
 GK0787  HISTORY     - 1933     MONUMENTED       CGS
 GK0787  HISTORY     - 1940     GOOD             TXHD
 GK0787
 GK0787                          STATION DESCRIPTION
 GK0787
 GK0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0787'5.0 MI NE FROM STRATFORD.
 GK0787'5.0 MILES NORTH EAST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GK0787'RAILROAD.  10 POLES SOUTH WEST OF MILE POLE NO. 509.  SET IN POST, 105
 GK0787'FEET SOUTH EAST OF THE CENTERLINE OF THE TRACKS AND 3 FEET NORTH WEST
 GK0787'OF THE RIGHT-OF-WAY FENCE.  NOTE-- THE RIGHT-OF-WAY FENCE IS GONE.
 GK0787
 GK0787                          STATION RECOVERY (1940)
 GK0787
 GK0787'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1940
 GK0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0965 ***********************************************************************
 BZ0965  DESIGNATION -  H 239
 BZ0965  PID         -  BZ0965
 BZ0965  STATE/COUNTY-  TX/BELL
 BZ0965  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ0965
 BZ0965                         *CURRENT SURVEY CONTROL
 BZ0965  ___________________________________________________________________
 BZ0965* NAD 83(1986)-  31 05 00.     (N)    097 50 02.     (W)     SCALED    
 BZ0965* NAVD 88     -       306.940  (meters)    1007.02   (feet)  ADJUSTED  
 BZ0965  ___________________________________________________________________
 BZ0965  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BZ0965  DYNAMIC HT  -         306.528 (meters)    1005.67  (feet)  COMP
 BZ0965  MODELED GRAV-     979,291.6   (mgal)                       NAVD 88
 BZ0965
 BZ0965  VERT ORDER  -  FIRST     CLASS II
 BZ0965
 BZ0965.The horizontal coordinates were scaled from a topographic map and have
 BZ0965.an estimated accuracy of +/- 6 seconds.
 BZ0965
 BZ0965.The orthometric height was determined by differential leveling
 BZ0965.and adjusted by the National Geodetic Survey in June 1991..
 BZ0965
 BZ0965.The geoid height was determined by GEOID03.
 BZ0965
 BZ0965.The dynamic height is computed by dividing the NAVD 88
 BZ0965.geopotential number by the normal gravity value computed on the
 BZ0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0965.degrees latitude (g = 980.6199 gals.).
 BZ0965
 BZ0965.The modeled gravity was interpolated from observed gravity values.
 BZ0965
 BZ0965;                    North         East    Units  Estimated Accuracy
 BZ0965;SPC TX C     - 3,159,720.      938,450.      MT  (+/- 180 meters Scaled)
 BZ0965
 BZ0965                          SUPERSEDED SURVEY CONTROL
 BZ0965
 BZ0965  NGVD 29 (??/??/92)  306.856  (m)         1006.74   (f) ADJ UNCH    1 2
 BZ0965
 BZ0965.Superseded values are not recommended for survey control.
 BZ0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0965.See file dsdata.txt to determine how the superseded data were derived.
 BZ0965
 BZ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV112394(NAD 83)
 BZ0965_MARKER: DB = BENCH MARK DISK
 BZ0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0965_STAMPING: H 239 1953
 BZ0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0965+STABILITY: SURFACE MOTION
 BZ0965
 BZ0965  HISTORY     - Date     Condition        Report By
 BZ0965  HISTORY     - 1953     MONUMENTED       CGS
 BZ0965  HISTORY     - 1958     GOOD             DOD
 BZ0965  HISTORY     - 1981     GOOD             USGS
 BZ0965
 BZ0965                          STATION DESCRIPTION
 BZ0965
 BZ0965'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 BZ0965'9.0 MI SW FROM KILLEEN.
 BZ0965'9.0 MILES SOUTHWEST OF KILLEEN, BELL COUNTY, FROM THE GULF, COLORADO
 BZ0965'AND SANTA FE RAILWAY STATION, 0.1 MILE SOUTH ALONG AN OILED STREET,
 BZ0965'6.4 MILES WEST ALONG U. S. HIGHWAY 190, 2.6 MILES SOUTH ALONG A ROAD
 BZ0965'LEADING TO GRAY AFB, 148.5 FEET NORTH OF THE NORTHEAST CORNER OF THE
 BZ0965'GUARDHOUSE AT THE BASE, 68 FEET NORTHEAST OF THE CENTERLINE OF THE
 BZ0965'ROAD, 2 FEET NORTHWEST OF A FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN
 BZ0965'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 BZ0965'FOOT ABOVE GROUND.
 BZ0965
 BZ0965                          STATION RECOVERY (1981)
 BZ0965
 BZ0965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BZ0965'TO REACH STATION EXIT HIGHWAY 190 AT THE WEST FT. HOOD EXIT. PROCEED
 BZ0965'S FROM UNDERPASS 2.7 MILES. HERE THERE IS AN OLD DE-COMMISSIONED
 BZ0965'GATE-HOUSE, AND A ROAD (DIRT) LEADING E (LEFT). STATION IS LOCATED
 BZ0965'148.5 FEET ENE FROM THE NE CORNER OF THE GATE-HOUSE. TOWARD THE N
 BZ0965'SIDE OF THE DIRT ROAD ENTRANCE THERE IS A FENCE LINE. ON THE N SIDE
 BZ0965'OF THIS FENCE LINE ARE A FEW SCRUB PINE TREES. STATION IS LOCATED 1
 BZ0965'FOOT FROM THE FENCE IN BETWEEN TWO TREES. A STANDARD DISK STAMPED 'H
 BZ0965'239 1953' IS SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 BZ0965'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0380 ***********************************************************************
 BN0380  DESIGNATION -  H 239
 BN0380  PID         -  BN0380
 BN0380  STATE/COUNTY-  TX/MENARD
 BN0380  USGS QUAD   -  SPOON DRAW (1970)
 BN0380
 BN0380                         *CURRENT SURVEY CONTROL
 BN0380  ___________________________________________________________________
 BN0380* NAD 83(1986)-  30 47 01.     (N)    099 49 24.     (W)     SCALED    
 BN0380* NAVD 88     -       666.490  (meters)    2186.64   (feet)  POSTED    
 BN0380  ___________________________________________________________________
 BN0380  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BN0380  DYNAMIC HT  -         665.550 (meters)    2183.56  (feet)  COMP
 BN0380  MODELED GRAV-     979,206.4   (mgal)                       NAVD 88
 BN0380
 BN0380  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0380
 BN0380.The horizontal coordinates were scaled from a topographic map and have
 BN0380.an estimated accuracy of +/- 6 seconds.
 BN0380
 BN0380.The orthometric height was determined by differential leveling
 BN0380.and adjusted by the National Geodetic Survey in 1992..
 BN0380.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0380.rate of 0.0 thru 1.0 mm/km.
 BN0380
 BN0380.The geoid height was determined by GEOID03.
 BN0380
 BN0380.The dynamic height is computed by dividing the NAVD 88
 BN0380.geopotential number by the normal gravity value computed on the
 BN0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0380.degrees latitude (g = 980.6199 gals.).
 BN0380
 BN0380.The modeled gravity was interpolated from observed gravity values.
 BN0380
 BN0380;                    North         East    Units  Estimated Accuracy
 BN0380;SPC TX C     - 3,123,930.      748,810.      MT  (+/- 180 meters Scaled)
 BN0380
 BN0380                          SUPERSEDED SURVEY CONTROL
 BN0380
 BN0380  NGVD 29 (??/??/92)  666.421  (m)         2186.42   (f) ADJ UNCH    1 2
 BN0380
 BN0380.Superseded values are not recommended for survey control.
 BN0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0380.See file dsdata.txt to determine how the superseded data were derived.
 BN0380
 BN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV212059(NAD 83)
 BN0380_MARKER: DD = SURVEY DISK
 BN0380_SETTING: 66 = SET IN ROCK OUTCROP
 BN0380_SP_SET: ROCK LEDGE
 BN0380_STAMPING: 2185.416 H 239 1925
 BN0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0380+STABILITY: POSITION/ELEVATION WELL
 BN0380
 BN0380  HISTORY     - Date     Condition        Report By
 BN0380  HISTORY     - 1925     MONUMENTED       USGS
 BN0380  HISTORY     - 1931     GOOD             NGS
 BN0380  HISTORY     - 19981226 MARK NOT FOUND   USPSQD
 BN0380
 BN0380                          STATION DESCRIPTION
 BN0380
 BN0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0380'11.2 MI S FROM MENARD.
 BN0380'11.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MENARD, MENARD COUNTY, AT
 BN0380'THE TOP OF A GRADE, 35 FEET EAST OF THE HIGHWAY, 2 FEET WEST OF A
 BN0380'FENCE, AND IN THE TOP OF A LIMESTONE LEDGE.  A U. S. GEOLOGICAL SURVEY
 BN0380'STANDARD DISK, STAMPED 2185.416 H 239 1925.
 BN0380
 BN0380                          STATION RECOVERY (1998)
 BN0380
 BN0380'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0383 ***********************************************************************
 BN0383  DESIGNATION -  H 240
 BN0383  PID         -  BN0383
 BN0383  STATE/COUNTY-  TX/MENARD
 BN0383  USGS QUAD   -  JULIO DRAW (1970)
 BN0383
 BN0383                         *CURRENT SURVEY CONTROL
 BN0383  ___________________________________________________________________
 BN0383* NAD 83(1986)-  30 44 12.     (N)    099 50 38.     (W)     SCALED    
 BN0383* NAVD 88     -       691.248  (meters)    2267.87   (feet)  POSTED    
 BN0383  ___________________________________________________________________
 BN0383  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BN0383  DYNAMIC HT  -         690.270 (meters)    2264.66  (feet)  COMP
 BN0383  MODELED GRAV-     979,201.6   (mgal)                       NAVD 88
 BN0383
 BN0383  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0383
 BN0383.The horizontal coordinates were scaled from a topographic map and have
 BN0383.an estimated accuracy of +/- 6 seconds.
 BN0383
 BN0383.The orthometric height was determined by differential leveling
 BN0383.and adjusted by the National Geodetic Survey in 1992..
 BN0383.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0383.rate of 0.0 thru 1.0 mm/km.
 BN0383
 BN0383.The geoid height was determined by GEOID03.
 BN0383
 BN0383.The dynamic height is computed by dividing the NAVD 88
 BN0383.geopotential number by the normal gravity value computed on the
 BN0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0383.degrees latitude (g = 980.6199 gals.).
 BN0383
 BN0383.The modeled gravity was interpolated from observed gravity values.
 BN0383
 BN0383;                    North         East    Units  Estimated Accuracy
 BN0383;SPC TX C     - 3,118,720.      746,870.      MT  (+/- 180 meters Scaled)
 BN0383
 BN0383                          SUPERSEDED SURVEY CONTROL
 BN0383
 BN0383  NGVD 29 (??/??/92)  691.178  (m)         2267.64   (f) ADJ UNCH    1 2
 BN0383
 BN0383.Superseded values are not recommended for survey control.
 BN0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0383.See file dsdata.txt to determine how the superseded data were derived.
 BN0383
 BN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV192007(NAD 83)
 BN0383_MARKER: DD = SURVEY DISK
 BN0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0383_SP_SET: STONE
 BN0383_STAMPING: H 240 1925
 BN0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0383+STABILITY: SURFACE MOTION
 BN0383
 BN0383  HISTORY     - Date     Condition        Report By
 BN0383  HISTORY     - 1925     MONUMENTED       USGS
 BN0383  HISTORY     - 1931     GOOD             NGS
 BN0383  HISTORY     - 1935     MARK NOT FOUND   NGS
 BN0383  HISTORY     - 19981226 MARK NOT FOUND   USPSQD
 BN0383
 BN0383                          STATION DESCRIPTION
 BN0383
 BN0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0383'14.8 MI S FROM MENARD.
 BN0383'14.8 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MENARD, MENARD COUNTY, 0.5
 BN0383'MILE SOUTHWEST OF AN ABANDONED CHURCH, AT THE TOP OF A GRADE, ON THE
 BN0383'WEST SIDE OF THE HIGHWAY, AND 3 FEET FROM A FENCE.  A U.S. GEOLOGICAL
 BN0383'SURVEY STANDARD DISK, STAMPED H 240 1925 AND SET IN THE TOP OF A STONE
 BN0383'POST.
 BN0383
 BN0383                          STATION RECOVERY (1935)
 BN0383
 BN0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0383'MARK NOT FOUND.
 BN0383
 BN0383                          STATION RECOVERY (1998)
 BN0383
 BN0383'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0477 ***********************************************************************
 BM0477  DESIGNATION -  H 240
 BM0477  PID         -  BM0477
 BM0477  STATE/COUNTY-  TX/BASTROP
 BM0477  USGS QUAD   -  ELGIN WEST (1982)
 BM0477
 BM0477                         *CURRENT SURVEY CONTROL
 BM0477  ___________________________________________________________________
 BM0477* NAD 83(1986)-  30 19 49.     (N)    097 25 04.     (W)     SCALED    
 BM0477* NAVD 88     -       149.09   (+/-2cm)     489.1    (feet)  VERTCON   
 BM0477  ___________________________________________________________________
 BM0477  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0477
 BM0477  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0477
 BM0477.The horizontal coordinates were scaled from a topographic map and have
 BM0477.an estimated accuracy of +/- 6 seconds.
 BM0477
 BM0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0477.The vertical order pertains to the NGVD 29 superseded value.
 BM0477
 BM0477.The geoid height was determined by GEOID03.
 BM0477
 BM0477;                    North         East    Units  Estimated Accuracy
 BM0477;SPC TX C     - 3,077,240.      980,330.      MT  (+/- 180 meters Scaled)
 BM0477
 BM0477                          SUPERSEDED SURVEY CONTROL
 BM0477
 BM0477  NGVD 29 (??/??/92)  149.019  (m)          488.91   (f) ADJ UNCH    1 2
 BM0477
 BM0477.Superseded values are not recommended for survey control.
 BM0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0477.See file dsdata.txt to determine how the superseded data were derived.
 BM0477
 BM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU521564(NAD 83)
 BM0477_MARKER: DB = BENCH MARK DISK
 BM0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0477_STAMPING: H 240 1953
 BM0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0477+STABILITY: SURFACE MOTION
 BM0477
 BM0477  HISTORY     - Date     Condition        Report By
 BM0477  HISTORY     - 1953     MONUMENTED       CGS
 BM0477  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0477  HISTORY     - 20040306 POOR             USPSQD
 BM0477
 BM0477                          STATION DESCRIPTION
 BM0477
 BM0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0477'3.3 MI W FROM ELGIN.
 BM0477'3.3 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0477'STATION AT ELGIN, 50 FEET SOUTHWEST OF MILEPOST 91, 62 FEET NORTHEAST
 BM0477'OF THE CENTER OF A PRIVATE ROAD CROSSING, 26.4 FEET SOUTHEAST OF THE
 BM0477'SOUTHEAST RAIL, 44 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED
 BM0477'ROAD, 3 FEET SOUTHWEST OF A WITNESS POST, IN FRONT OF A WHITE HOUSE,
 BM0477'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 BM0477'GROUND.
 BM0477
 BM0477                          STATION RECOVERY (1999)
 BM0477
 BM0477'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0477'MARK NOT FOUND.
 BM0477
 BM0477                          STATION RECOVERY (2004)
 BM0477
 BM0477'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0477'TOP OF CONCRETE POST IS CHIPPED AND DISC IS MISSING.  THE STEM
 BM0477'REMAINS, HOWEVER, AND THE IMPRESSION IS WELL DEFINED. THE DRIVE AND
 BM0477'OUTBUILDING REMAIN BUT THE HOUSE IS GONE. A MORE ACCURATE POSITION BY
 BM0477'CONSUMER GPS IS N30 19 50 AND W97 25 09.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0298 ***********************************************************************
 GL0298  DESIGNATION -  H 241
 GL0298  PID         -  GL0298
 GL0298  STATE/COUNTY-  TX/DALLAM
 GL0298  USGS QUAD   -  PRITCHARD RANCH (1973)
 GL0298
 GL0298                         *CURRENT SURVEY CONTROL
 GL0298  ___________________________________________________________________
 GL0298* NAD 83(1986)-  36 15 18.     (N)    102 32 16.     (W)     SCALED    
 GL0298* NAVD 88     -      1260.670  (meters)    4136.05   (feet)  ADJUSTED  
 GL0298  ___________________________________________________________________
 GL0298  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 GL0298  DYNAMIC HT  -        1259.223 (meters)    4131.30  (feet)  COMP
 GL0298  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 GL0298
 GL0298  VERT ORDER  -  FIRST     CLASS II
 GL0298
 GL0298.The horizontal coordinates were scaled from a topographic map and have
 GL0298.an estimated accuracy of +/- 6 seconds.
 GL0298
 GL0298.The orthometric height was determined by differential leveling
 GL0298.and adjusted by the National Geodetic Survey in June 1991..
 GL0298
 GL0298.The geoid height was determined by GEOID03.
 GL0298
 GL0298.The dynamic height is computed by dividing the NAVD 88
 GL0298.geopotential number by the normal gravity value computed on the
 GL0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0298.degrees latitude (g = 980.6199 gals.).
 GL0298
 GL0298.The modeled gravity was interpolated from observed gravity values.
 GL0298
 GL0298;                    North         East    Units  Estimated Accuracy
 GL0298;SPC TX N     - 1,250,660.      106,730.      MT  (+/- 180 meters Scaled)
 GL0298
 GL0298                          SUPERSEDED SURVEY CONTROL
 GL0298
 GL0298.No superseded survey control is available for this station.
 GL0298
 GL0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA212150(NAD 83)
 GL0298_MARKER: DB = BENCH MARK DISK
 GL0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0298_STAMPING: H-241 1933
 GL0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0298+STABILITY: SURFACE MOTION
 GL0298
 GL0298  HISTORY     - Date     Condition        Report By
 GL0298  HISTORY     - 1933     MONUMENTED       CGS
 GL0298  HISTORY     - 1973     GOOD             USGS
 GL0298  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0298
 GL0298                          STATION DESCRIPTION
 GL0298
 GL0298'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GL0298'15.2 MI N FROM DALHART.
 GL0298'15.2 MILES NORTH ALONG US HIGHWAY 385 FROM THE FIRST NATIONAL BANK AT
 GL0298'DALHART, DALLAM COUNTY, 0.35 MILE WEST OF HIGHWAY ON OLD STATE HWY 41,
 GL0298'20 FEET WEST OF T FENCE WEST.  A STANDARD DISK STAMPED H-241 1933 AND
 GL0298'SET IN THE TOP OF A CONCRETE POST.
 GL0298
 GL0298                          STATION RECOVERY (1985)
 GL0298
 GL0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0298'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0585 ***********************************************************************
 GL0585  DESIGNATION -  H 242
 GL0585  PID         -  GL0585
 GL0585  STATE/COUNTY-  TX/DALLAM
 GL0585  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0585
 GL0585                         *CURRENT SURVEY CONTROL
 GL0585  ___________________________________________________________________
 GL0585* NAD 83(1986)-  36 22 04.     (N)    103 00 47.     (W)     SCALED    
 GL0585* NAVD 88     -      1419.592  (meters)    4657.44   (feet)  ADJUSTED  
 GL0585  ___________________________________________________________________
 GL0585  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 GL0585  DYNAMIC HT  -        1417.929 (meters)    4651.99  (feet)  COMP
 GL0585  MODELED GRAV-     979,411.1   (mgal)                       NAVD 88
 GL0585
 GL0585  VERT ORDER  -  FIRST     CLASS II
 GL0585
 GL0585.The horizontal coordinates were scaled from a topographic map and have
 GL0585.an estimated accuracy of +/- 6 seconds.
 GL0585
 GL0585.The orthometric height was determined by differential leveling
 GL0585.and adjusted by the National Geodetic Survey in June 1991..
 GL0585
 GL0585.The geoid height was determined by GEOID03.
 GL0585
 GL0585.The dynamic height is computed by dividing the NAVD 88
 GL0585.geopotential number by the normal gravity value computed on the
 GL0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0585.degrees latitude (g = 980.6199 gals.).
 GL0585
 GL0585.The modeled gravity was interpolated from observed gravity values.
 GL0585
 GL0585;                    North         East    Units  Estimated Accuracy
 GL0585;SPC TX N     - 1,263,730.       64,210.      MT  (+/- 180 meters Scaled)
 GL0585
 GL0585                          SUPERSEDED SURVEY CONTROL
 GL0585
 GL0585  NGVD 29 (??/??/92) 1418.92   (m)         4655.2    (f) COMPUTED    1 2
 GL0585
 GL0585.Superseded values are not recommended for survey control.
 GL0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0585.See file dsdata.txt to determine how the superseded data were derived.
 GL0585
 GL0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA782265(NAD 83)
 GL0585_MARKER: DB = BENCH MARK DISK
 GL0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0585_STAMPING: H 242 1934
 GL0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0585+STABILITY: SURFACE MOTION
 GL0585
 GL0585  HISTORY     - Date     Condition        Report By
 GL0585  HISTORY     - 1934     MONUMENTED       CGS
 GL0585  HISTORY     - 1955     GOOD             NGS
 GL0585
 GL0585                          STATION DESCRIPTION
 GL0585
 GL0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0585'0.9 MI SE FROM TEXLINE.
 GL0585'0.9 MILE SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0585'THE STATION AT TEXLINE, 2 POLES NORTHWEST OF MILEPOST 452, 42.6 FEET
 GL0585'NORTHEAST OF THE NORTHEAST RAIL, 44 FEET SOUTHWEST OF THE CENTER LINE
 GL0585'OF A TRACK ROAD, 20.2 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 GL0585'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0585'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0405 ***********************************************************************
 FM0405  DESIGNATION -  H 243
 FM0405  PID         -  FM0405
 FM0405  STATE/COUNTY-  TX/OLDHAM
 FM0405  USGS QUAD   -  ADRIAN (1966)
 FM0405
 FM0405                         *CURRENT SURVEY CONTROL
 FM0405  ___________________________________________________________________
 FM0405* NAD 83(1986)-  35 15 59.     (N)    102 44 29.     (W)     SCALED    
 FM0405* NAVD 88     -      1268.965  (meters)    4163.26   (feet)  ADJUSTED  
 FM0405  ___________________________________________________________________
 FM0405  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 FM0405  DYNAMIC HT  -        1267.427 (meters)    4158.22  (feet)  COMP
 FM0405  MODELED GRAV-     979,377.3   (mgal)                       NAVD 88
 FM0405
 FM0405  VERT ORDER  -  SECOND    CLASS 0
 FM0405
 FM0405.The horizontal coordinates were scaled from a topographic map and have
 FM0405.an estimated accuracy of +/- 6 seconds.
 FM0405
 FM0405.The orthometric height was determined by differential leveling
 FM0405.and adjusted by the National Geodetic Survey in June 1991..
 FM0405
 FM0405.The geoid height was determined by GEOID03.
 FM0405
 FM0405.The dynamic height is computed by dividing the NAVD 88
 FM0405.geopotential number by the normal gravity value computed on the
 FM0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0405.degrees latitude (g = 980.6199 gals.).
 FM0405
 FM0405.The modeled gravity was interpolated from observed gravity values.
 FM0405
 FM0405;                    North         East    Units  Estimated Accuracy
 FM0405;SPC TX N     - 1,141,200.       87,060.      MT  (+/- 180 meters Scaled)
 FM0405
 FM0405                          SUPERSEDED SURVEY CONTROL
 FM0405
 FM0405  NGVD 29 (??/??/92) 1268.410  (m)         4161.44   (f) ADJ UNCH    2 0
 FM0405
 FM0405.Superseded values are not recommended for survey control.
 FM0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0405.See file dsdata.txt to determine how the superseded data were derived.
 FM0405
 FM0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV054049(NAD 83)
 FM0405_MARKER: DB = BENCH MARK DISK
 FM0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0405_STAMPING: H-243 1934
 FM0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0405+STABILITY: SURFACE MOTION
 FM0405
 FM0405  HISTORY     - Date     Condition        Report By
 FM0405  HISTORY     - 1934     MONUMENTED       CGS
 FM0405
 FM0405                          STATION DESCRIPTION
 FM0405
 FM0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0405'4.2 MI W FROM ADRIAN.
 FM0405'4.2 MILES WEST OF ROCK ISLAND RR DEPOT AT ADRIAN 300 FEET WEST OF
 FM0405'GRUHL DEY SIDING SIGN BOARD.  5 FEET NORTH OF MILE POST 813.  50 FEET
 FM0405'NORTH OF CENTERLINE OF ROCK ISLAND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0548 ***********************************************************************
 DN0548  DESIGNATION -  H 244 RESET 1958
 DN0548  PID         -  DN0548
 DN0548  STATE/COUNTY-  TX/COOKE
 DN0548  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN0548
 DN0548                         *CURRENT SURVEY CONTROL
 DN0548  ___________________________________________________________________
 DN0548* NAD 83(1986)-  33 37 28.     (N)    097 08 32.     (W)     SCALED    
 DN0548* NAVD 88     -       224.94   (meters)     738.0    (feet)  RESET     
 DN0548  ___________________________________________________________________
 DN0548  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0548
 DN0548  VERT ORDER  -  THIRD
 DN0548
 DN0548.The horizontal coordinates were scaled from a topographic map and have
 DN0548.an estimated accuracy of +/- 6 seconds.
 DN0548
 DN0548.The orthometric height was computed from unverified reset data.
 DN0548
 DN0548.The geoid height was determined by GEOID03.
 DN0548
 DN0548;                    North         East    Units  Estimated Accuracy
 DN0548;SPC TXNC     - 2,217,920.      725,970.      MT  (+/- 180 meters Scaled)
 DN0548
 DN0548                          SUPERSEDED SURVEY CONTROL
 DN0548
 DN0548.No superseded survey control is available for this station.
 DN0548
 DN0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC723220(NAD 83)
 DN0548_MARKER: DB = BENCH MARK DISK
 DN0548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0548_SP_SET: PLATFORM
 DN0548_STAMPING: H 244 RESET 1958
 DN0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0548+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 DN0548
 DN0548  HISTORY     - Date     Condition        Report By
 DN0548  HISTORY     - 1958     MONUMENTED       TXGS
 DN0548  HISTORY     - 1959     GOOD             NGS
 DN0548  HISTORY     - 20051112 GOOD             USPSQD
 DN0548
 DN0548                          STATION DESCRIPTION
 DN0548
 DN0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0548'IN GAINESVILLE.
 DN0548'AT GAINESVILLE, AT THE POST OFFICE, ON THE NORTH SIDE OF THE BUILDING,
 DN0548'AT THE NORTHWEST CORNER OF THE MAILING PLATFORM, AND SET IN CONCRETE.
 DN0548
 DN0548                          STATION RECOVERY (2005)
 DN0548
 DN0548'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 DN0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0892 ***********************************************************************
 DN0892  DESIGNATION -  H 245
 DN0892  PID         -  DN0892
 DN0892  STATE/COUNTY-  TX/MONTAGUE
 DN0892  USGS QUAD   -  SAINT JO (1978)
 DN0892
 DN0892                         *CURRENT SURVEY CONTROL
 DN0892  ___________________________________________________________________
 DN0892* NAD 83(1986)-  33 44 19.     (N)    097 32 53.     (W)     SCALED    
 DN0892* NAVD 88     -       317.863  (meters)    1042.86   (feet)  ADJUSTED  
 DN0892  ___________________________________________________________________
 DN0892  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DN0892  DYNAMIC HT  -         317.521 (meters)    1041.73  (feet)  COMP
 DN0892  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 DN0892
 DN0892  VERT ORDER  -  SECOND    CLASS 0
 DN0892
 DN0892.The horizontal coordinates were scaled from a topographic map and have
 DN0892.an estimated accuracy of +/- 6 seconds.
 DN0892
 DN0892.The orthometric height was determined by differential leveling
 DN0892.and adjusted by the National Geodetic Survey in June 1991..
 DN0892
 DN0892.The geoid height was determined by GEOID03.
 DN0892
 DN0892.The dynamic height is computed by dividing the NAVD 88
 DN0892.geopotential number by the normal gravity value computed on the
 DN0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0892.degrees latitude (g = 980.6199 gals.).
 DN0892
 DN0892.The modeled gravity was interpolated from observed gravity values.
 DN0892
 DN0892;                    North         East    Units  Estimated Accuracy
 DN0892;SPC TXNC     - 2,230,160.      688,210.      MT  (+/- 180 meters Scaled)
 DN0892
 DN0892                          SUPERSEDED SURVEY CONTROL
 DN0892
 DN0892  NGVD 29 (??/??/92)  317.773  (m)         1042.56   (f) ADJ UNCH    2 0
 DN0892
 DN0892.Superseded values are not recommended for survey control.
 DN0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0892.See file dsdata.txt to determine how the superseded data were derived.
 DN0892
 DN0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC344341(NAD 83)
 DN0892_MARKER: DB = BENCH MARK DISK
 DN0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0892_STAMPING: 1042.560 H 245 1934
 DN0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0892+STABILITY: SURFACE MOTION
 DN0892
 DN0892  HISTORY     - Date     Condition        Report By
 DN0892  HISTORY     - 1934     MONUMENTED       CGS
 DN0892  HISTORY     - 1950     GOOD             NGS
 DN0892  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 DN0892
 DN0892                          STATION DESCRIPTION
 DN0892
 DN0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0892'4.0 MI NW FROM SAINT JO.
 DN0892'ABOUT 4.0 MILES NORTHWEST ALONG THE M.K.T. RAILROAD FROM SAINT JO,
 DN0892'MONTAGUE COUNTY, 30 FEET NORTH OF A FARM ROAD CROSSING THE TRACKS TO A
 DN0892'WHITE HOUSE WEST OF THE TRACKS, 60 FEET EAST OF THE TRACKS, 100 FEET
 DN0892'SOUTHWEST OF THE MAIN DIRT ROAD, 1/4 MILE SOUTH OF A BRIDGE AND AT THE
 DN0892'END OF ALONG HILL.  ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS AND
 DN0892'PROJECTING ABOUT 10 INCHES.
 DN0892
 DN0892                          STATION RECOVERY (1995)
 DN0892
 DN0892'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1358 ***********************************************************************
 AY1358  DESIGNATION -  H 246
 AY1358  PID         -  AY1358
 AY1358  STATE/COUNTY-  TX/UVALDE
 AY1358  USGS QUAD   -  CHALK BLUFF (1960)
 AY1358
 AY1358                         *CURRENT SURVEY CONTROL
 AY1358  ___________________________________________________________________
 AY1358* NAD 83(1986)-  29 18 25.     (N)    099 54 07.     (W)     SCALED    
 AY1358* NAVD 88     -       311.228  (meters)    1021.09   (feet)  POSTED    
 AY1358  ___________________________________________________________________
 AY1358  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AY1358  DYNAMIC HT  -         310.770 (meters)    1019.58  (feet)  COMP
 AY1358  MODELED GRAV-     979,177.3   (mgal)                       NAVD 88
 AY1358
 AY1358  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1358
 AY1358.The horizontal coordinates were scaled from a topographic map and have
 AY1358.an estimated accuracy of +/- 6 seconds.
 AY1358
 AY1358.The orthometric height was determined by differential leveling
 AY1358.and adjusted by the National Geodetic Survey in 1992..
 AY1358.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1358.rate of 1.1 thru 2.0 mm/km.
 AY1358
 AY1358.The geoid height was determined by GEOID03.
 AY1358
 AY1358.The dynamic height is computed by dividing the NAVD 88
 AY1358.geopotential number by the normal gravity value computed on the
 AY1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1358.degrees latitude (g = 980.6199 gals.).
 AY1358
 AY1358.The modeled gravity was interpolated from observed gravity values.
 AY1358
 AY1358;                    North         East    Units  Estimated Accuracy
 AY1358;SPC TXSC     - 4,163,650.      512,390.      MT  (+/- 180 meters Scaled)
 AY1358
 AY1358                          SUPERSEDED SURVEY CONTROL
 AY1358
 AY1358  NGVD 29 (??/??/92)  311.108  (m)         1020.69   (f) ADJ UNCH    2 0
 AY1358
 AY1358.Superseded values are not recommended for survey control.
 AY1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1358.See file dsdata.txt to determine how the superseded data were derived.
 AY1358
 AY1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT124423(NAD 83)
 AY1358_MARKER: DD = SURVEY DISK
 AY1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1358_STAMPING: H 246 1925
 AY1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1358+STABILITY: SURFACE MOTION
 AY1358
 AY1358  HISTORY     - Date     Condition        Report By
 AY1358  HISTORY     - 1925     MONUMENTED       USGS
 AY1358  HISTORY     - 1940     GOOD             NGS
 AY1358  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 AY1358
 AY1358                          STATION DESCRIPTION
 AY1358
 AY1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AY1358'8.1 MI NW FROM UVALDE JUNCTION.
 AY1358'8.1 MILES NORTHWEST ALONG THE UVALDE AND NORTHERN RAILWAY FROM UVALDE
 AY1358'JUNCTION, UVALDE COUNTY, 0.1 MILE SOUTHWEST OF MILEPOST 8, 100 YARDS
 AY1358'WEST OF THE CENTERLINE OF THE TRACK, AT THE JUNCTION OF STATE HIGHWAY
 AY1358'55 AND A PRIVATE ROAD LEADING TO THE ANTHONY RANCH, 33 FEET WEST OF
 AY1358'THE CENTERLINE OF THE HIGHWAY, 35 FEET SOUTH OF THE ROAD, AT 2 OLD
 AY1358'GATEPOSTS, AND 1 FOOT WEST OF THE FENCE.  A UNITED STATES GEOLOGICAL
 AY1358'SURVEY STANDARD DISK, STAMPED H 246 1925 AND SET IN THE TOP OF A
 AY1358'CONCRETE POST.
 AY1358
 AY1358                          STATION RECOVERY (2002)
 AY1358
 AY1358'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0485 ***********************************************************************
 DN0485  DESIGNATION -  H 246
 DN0485  PID         -  DN0485
 DN0485  STATE/COUNTY-  TX/GRAYSON
 DN0485  USGS QUAD   -  SHERMAN (1974)
 DN0485
 DN0485                         *CURRENT SURVEY CONTROL
 DN0485  ___________________________________________________________________
 DN0485* NAD 83(1986)-  33 44 59.     (N)    096 36 41.     (W)     SCALED    
 DN0485* NAVD 88     -       240.853  (meters)     790.20   (feet)  ADJUSTED  
 DN0485  ___________________________________________________________________
 DN0485  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DN0485  DYNAMIC HT  -         240.593 (meters)     789.35  (feet)  COMP
 DN0485  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 DN0485
 DN0485  VERT ORDER  -  SECOND    CLASS 0
 DN0485
 DN0485.The horizontal coordinates were scaled from a topographic map and have
 DN0485.an estimated accuracy of +/- 6 seconds.
 DN0485
 DN0485.The orthometric height was determined by differential leveling
 DN0485.and adjusted by the National Geodetic Survey in June 1991..
 DN0485
 DN0485.The geoid height was determined by GEOID03.
 DN0485
 DN0485.The dynamic height is computed by dividing the NAVD 88
 DN0485.geopotential number by the normal gravity value computed on the
 DN0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0485.degrees latitude (g = 980.6199 gals.).
 DN0485
 DN0485.The modeled gravity was interpolated from observed gravity values.
 DN0485
 DN0485;                    North         East    Units  Estimated Accuracy
 DN0485;SPC TXNC     - 2,232,570.      774,970.      MT  (+/- 180 meters Scaled)
 DN0485
 DN0485                          SUPERSEDED SURVEY CONTROL
 DN0485
 DN0485  NGVD 29 (??/??/92)  240.815  (m)          790.07   (f) ADJ UNCH    2 0
 DN0485
 DN0485.Superseded values are not recommended for survey control.
 DN0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0485.See file dsdata.txt to determine how the superseded data were derived.
 DN0485
 DN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC212369(NAD 83)
 DN0485_MARKER: DB = BENCH MARK DISK
 DN0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0485_STAMPING: H 246 1934
 DN0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0485+STABILITY: SURFACE MOTION
 DN0485
 DN0485  HISTORY     - Date     Condition        Report By
 DN0485  HISTORY     - 1934     MONUMENTED       CGS
 DN0485
 DN0485                          STATION DESCRIPTION
 DN0485
 DN0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0485'4.6 MI W FROM DENISON.
 DN0485'4.6 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0485'THE STATION AT DENISON, GRAYSON COUNTY, ABOUT 7 POLES WEST OF MILEPOST
 DN0485'666, AT A ROAD CROSSING, ABOUT 25 FEET NORTH OF THE TRACK, ABOUT 15
 DN0485'FEET EAST OF THE CENTER LINE OF THE ROAD, AND AT A FENCE LINE. A
 DN0485'STANDARD DISK, STAMPED H 246 1934 AND SET IN THE TOP OF A CONCRETE
 DN0485'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0641 ***********************************************************************
 DN0641  DESIGNATION -  H 247
 DN0641  PID         -  DN0641
 DN0641  STATE/COUNTY-  TX/DENTON
 DN0641  USGS QUAD   -  SANGER (1978)
 DN0641
 DN0641                         *CURRENT SURVEY CONTROL
 DN0641  ___________________________________________________________________
 DN0641* NAD 83(1986)-  33 17 09.     (N)    097 13 14.     (W)     SCALED    
 DN0641* NAVD 88     -       222.927  (meters)     731.39   (feet)  ADJUSTED  
 DN0641  ___________________________________________________________________
 DN0641  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DN0641  DYNAMIC HT  -         222.680 (meters)     730.58  (feet)  COMP
 DN0641  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 DN0641
 DN0641  VERT ORDER  -  SECOND    CLASS 0
 DN0641
 DN0641.The horizontal coordinates were scaled from a topographic map and have
 DN0641.an estimated accuracy of +/- 6 seconds.
 DN0641
 DN0641.The orthometric height was determined by differential leveling
 DN0641.and adjusted by the National Geodetic Survey in June 1991..
 DN0641
 DN0641.The geoid height was determined by GEOID03.
 DN0641
 DN0641.The dynamic height is computed by dividing the NAVD 88
 DN0641.geopotential number by the normal gravity value computed on the
 DN0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0641.degrees latitude (g = 980.6199 gals.).
 DN0641
 DN0641.The modeled gravity was interpolated from observed gravity values.
 DN0641
 DN0641;                    North         East    Units  Estimated Accuracy
 DN0641;SPC TXNC     - 2,180,280.      719,160.      MT  (+/- 180 meters Scaled)
 DN0641
 DN0641                          SUPERSEDED SURVEY CONTROL
 DN0641
 DN0641  NGVD 29 (??/??/92)  222.914  (m)          731.34   (f) ADJ UNCH    2 0
 DN0641
 DN0641.Superseded values are not recommended for survey control.
 DN0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0641.See file dsdata.txt to determine how the superseded data were derived.
 DN0641
 DN0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB657843(NAD 83)
 DN0641_MARKER: DB = BENCH MARK DISK
 DN0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0641_STAMPING: H-247 1934
 DN0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0641+STABILITY: SURFACE MOTION
 DN0641
 DN0641  HISTORY     - Date     Condition        Report By
 DN0641  HISTORY     - 1934     MONUMENTED       CGS
 DN0641  HISTORY     - 1960     GOOD             USGS
 DN0641  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0641  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 DN0641  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0641
 DN0641                          STATION DESCRIPTION
 DN0641
 DN0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0641'2.1 MI N FROM KRUM.
 DN0641'2.1 MILES NORTH OF KRUM G.C. AND S.F. DEPOT.  5 POLES NORTH OF MILE
 DN0641'POST 385.  50 FEET EAST OF GULF COLORADO AND SANTA FE RAILROAD TRACK.
 DN0641'40 FEET NORTH OF CENTERLINE OF ROAD.  AT CROSSING.
 DN0641
 DN0641                          STATION RECOVERY (1960)
 DN0641
 DN0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DN0641'RECOVERED IN GOOD CONDITION.
 DN0641
 DN0641                          STATION RECOVERY (1995)
 DN0641
 DN0641'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0641'MARK NOT FOUND.
 DN0641
 DN0641                          STATION RECOVERY (1998)
 DN0641
 DN0641'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0641'MARK NOT FOUND.
 DN0641
 DN0641                          STATION RECOVERY (2005)
 DN0641
 DN0641'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0084 ***********************************************************************
 CA0084  DESIGNATION -  H 247 USGS
 CA0084  PID         -  CA0084
 CA0084  STATE/COUNTY-  TX/LAMPASAS
 CA0084  USGS QUAD   -  LAMPASAS (1954)
 CA0084
 CA0084                         *CURRENT SURVEY CONTROL
 CA0084  ___________________________________________________________________
 CA0084* NAD 83(1986)-  31 03 56.     (N)    098 10 40.     (W)     SCALED    
 CA0084* NAVD 88     -       310.830  (meters)    1019.78   (feet)  ADJUSTED  
 CA0084  ___________________________________________________________________
 CA0084  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CA0084  DYNAMIC HT  -         310.416 (meters)    1018.42  (feet)  COMP
 CA0084  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 CA0084
 CA0084  VERT ORDER  -  FIRST     CLASS II
 CA0084
 CA0084.The horizontal coordinates were scaled from a topographic map and have
 CA0084.an estimated accuracy of +/- 6 seconds.
 CA0084
 CA0084.The orthometric height was determined by differential leveling
 CA0084.and adjusted by the National Geodetic Survey in June 1991..
 CA0084.WARNING-Repeat measurements at this control monument indicate possible
 CA0084.vertical movement.
 CA0084
 CA0084.The geoid height was determined by GEOID03.
 CA0084
 CA0084.The dynamic height is computed by dividing the NAVD 88
 CA0084.geopotential number by the normal gravity value computed on the
 CA0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0084.degrees latitude (g = 980.6199 gals.).
 CA0084
 CA0084.The modeled gravity was interpolated from observed gravity values.
 CA0084
 CA0084;                    North         East    Units  Estimated Accuracy
 CA0084;SPC TX C     - 3,157,070.      905,690.      MT  (+/- 180 meters Scaled)
 CA0084
 CA0084                          SUPERSEDED SURVEY CONTROL
 CA0084
 CA0084  NGVD 29 (??/??/92)  310.738  (m)         1019.48   (f) ADJ UNCH    1 2
 CA0084
 CA0084.Superseded values are not recommended for survey control.
 CA0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0084.See file dsdata.txt to determine how the superseded data were derived.
 CA0084
 CA0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV784371(NAD 83)
 CA0084_MARKER: DD = SURVEY DISK
 CA0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0084_SP_SET: BUILDING
 CA0084_MARK LOGO: USGS  
 CA0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA0084+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 CA0084
 CA0084  HISTORY     - Date     Condition        Report By
 CA0084  HISTORY     - UNK      MONUMENTED       USGS
 CA0084  HISTORY     - 1932     GOOD             NGS
 CA0084  HISTORY     - 1934     GOOD             NGS
 CA0084  HISTORY     - 1983     GOOD             NGS
 CA0084  HISTORY     - 20020420 GOOD             USPSQD
 CA0084  HISTORY     - 20051022 GOOD             USPSQD
 CA0084  HISTORY     - 20051113 GOOD             USPSQD
 CA0084
 CA0084                          STATION DESCRIPTION
 CA0084
 CA0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0084'IN LAMPASAS.
 CA0084'2 FEET ABOVE THE GROUND, 10 FEET SOUTH ENTRANCE ON THE WEST SIDE OF
 CA0084'THE COURT HOUSE.
 CA0084
 CA0084                          STATION RECOVERY (1934)
 CA0084
 CA0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0084'RECOVERED IN GOOD CONDITION.
 CA0084
 CA0084                          STATION RECOVERY (1983)
 CA0084
 CA0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0084'RECOVERED THIS DATE.  NOTE, ADD AT 502 EAST THIRD STREET.
 CA0084
 CA0084                          STATION RECOVERY (2002)
 CA0084
 CA0084'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0084'RECOVERED IN GOOD CONDITION.
 CA0084
 CA0084                          STATION RECOVERY (2005)
 CA0084
 CA0084'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CA0084'RECOVERED IN GOOD CONDITION.
 CA0084
 CA0084                          STATION RECOVERY (2005)
 CA0084
 CA0084'RECOVERY NOTE BY US POWER SQUADRON 2005 (AR)
 CA0084'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1362 ***********************************************************************
 AY1362  DESIGNATION -  H 248
 AY1362  PID         -  AY1362
 AY1362  STATE/COUNTY-  TX/UVALDE
 AY1362  USGS QUAD   -  SEVENMILE HILL (1971)
 AY1362
 AY1362                         *CURRENT SURVEY CONTROL
 AY1362  ___________________________________________________________________
 AY1362* NAD 83(1986)-  29 15 03.     (N)    099 49 27.     (W)     SCALED    
 AY1362* NAVD 88     -       287.567  (meters)     943.46   (feet)  POSTED    
 AY1362  ___________________________________________________________________
 AY1362  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AY1362  DYNAMIC HT  -         287.150 (meters)     942.09  (feet)  COMP
 AY1362  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 AY1362
 AY1362  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1362
 AY1362.The horizontal coordinates were scaled from a topographic map and have
 AY1362.an estimated accuracy of +/- 6 seconds.
 AY1362
 AY1362.The orthometric height was determined by differential leveling
 AY1362.and adjusted by the National Geodetic Survey in 1992..
 AY1362.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1362.rate of 1.1 thru 2.0 mm/km.
 AY1362
 AY1362.The geoid height was determined by GEOID03.
 AY1362
 AY1362.The dynamic height is computed by dividing the NAVD 88
 AY1362.geopotential number by the normal gravity value computed on the
 AY1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1362.degrees latitude (g = 980.6199 gals.).
 AY1362
 AY1362.The modeled gravity was interpolated from observed gravity values.
 AY1362
 AY1362;                    North         East    Units  Estimated Accuracy
 AY1362;SPC TXSC     - 4,157,380.      519,900.      MT  (+/- 180 meters Scaled)
 AY1362
 AY1362                          SUPERSEDED SURVEY CONTROL
 AY1362
 AY1362  NGVD 29 (??/??/92)  287.435  (m)          943.03   (f) ADJ UNCH    1 2
 AY1362
 AY1362.Superseded values are not recommended for survey control.
 AY1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1362.See file dsdata.txt to determine how the superseded data were derived.
 AY1362
 AY1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT199360(NAD 83)
 AY1362_MARKER: DD = SURVEY DISK
 AY1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1362_STAMPING: H 248 1925 943.026
 AY1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1362+STABILITY: SURFACE MOTION
 AY1362
 AY1362  HISTORY     - Date     Condition        Report By
 AY1362  HISTORY     - 1925     MONUMENTED       USGS
 AY1362  HISTORY     - 1957     GOOD             NGS
 AY1362  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 AY1362
 AY1362                          STATION DESCRIPTION
 AY1362
 AY1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1362'2.25 MI NW FROM UVALDE.
 AY1362'0.1 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1362'STATION AT UVALDE, THENCE 0.2 MILE NORTH ALONG KNOX STREET, THENCE
 AY1362'1.95 MILES NORTHWEST ALONG STATE HIGHWAY 55, ON THE INSIDE OF A CURVE
 AY1362'IN THE HIGHWAY, 172 FEET WEST OF A POWER POLE, 32 FEET SOUTHWEST OF
 AY1362'THE CENTER LINE OF THE HIGHWAY 2.2 FEET SOUTHWEST OF A FENCE, 1 FOOT
 AY1362'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY1362'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AY1362
 AY1362                          STATION RECOVERY (2002)
 AY1362
 AY1362'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1282 ***********************************************************************
 FL1282  DESIGNATION -  H 248
 FL1282  PID         -  FL1282
 FL1282  STATE/COUNTY-  TX/POTTER
 FL1282  USGS QUAD   -  AMARILLO WEST (1973)
 FL1282
 FL1282                         *CURRENT SURVEY CONTROL
 FL1282  ___________________________________________________________________
 FL1282* NAD 83(1986)-  35 11 31.     (N)    101 54 21.     (W)     SCALED    
 FL1282* NAVD 88     -      1130.329  (meters)    3708.42   (feet)  ADJUSTED  
 FL1282  ___________________________________________________________________
 FL1282  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 FL1282  DYNAMIC HT  -        1128.983 (meters)    3704.01  (feet)  COMP
 FL1282  MODELED GRAV-     979,404.0   (mgal)                       NAVD 88
 FL1282
 FL1282  VERT ORDER  -  SECOND    CLASS 0
 FL1282
 FL1282.The horizontal coordinates were scaled from a topographic map and have
 FL1282.an estimated accuracy of +/- 6 seconds.
 FL1282
 FL1282.The orthometric height was determined by differential leveling
 FL1282.and adjusted by the National Geodetic Survey in June 1991..
 FL1282
 FL1282.The geoid height was determined by GEOID03.
 FL1282
 FL1282.The dynamic height is computed by dividing the NAVD 88
 FL1282.geopotential number by the normal gravity value computed on the
 FL1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1282.degrees latitude (g = 980.6199 gals.).
 FL1282
 FL1282.The modeled gravity was interpolated from observed gravity values.
 FL1282
 FL1282;                    North         East    Units  Estimated Accuracy
 FL1282;SPC TX N     - 1,132,310.      163,040.      MT  (+/- 180 meters Scaled)
 FL1282
 FL1282                          SUPERSEDED SURVEY CONTROL
 FL1282
 FL1282  NGVD 29 (??/??/92) 1129.808  (m)         3706.71   (f) ADJ UNCH    2 0
 FL1282
 FL1282.Superseded values are not recommended for survey control.
 FL1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1282.See file dsdata.txt to determine how the superseded data were derived.
 FL1282
 FL1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD354981(NAD 83)
 FL1282_MARKER: DB = BENCH MARK DISK
 FL1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1282_STAMPING: H-248 1934
 FL1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1282+STABILITY: SURFACE MOTION
 FL1282
 FL1282  HISTORY     - Date     Condition        Report By
 FL1282  HISTORY     - 1934     MONUMENTED       CGS
 FL1282
 FL1282                          STATION DESCRIPTION
 FL1282
 FL1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1282'4.5 MI W FROM AMARILLO.
 FL1282'4.5 MILES WEST OF CITY HALL AT AMARILLO 4 FEET NORTH OF MILE POST 765.
 FL1282'54 FEET NORTH OF CENTERLINE OF ROCK ISLAND RAILROAD.  5 FEET SOUTH OF
 FL1282'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0087 ***********************************************************************
 CA0087  DESIGNATION -  H 248 USGS
 CA0087  PID         -  CA0087
 CA0087  STATE/COUNTY-  TX/LAMPASAS
 CA0087  USGS QUAD   -  LAMPASAS (1954)
 CA0087
 CA0087                         *CURRENT SURVEY CONTROL
 CA0087  ___________________________________________________________________
 CA0087* NAD 83(1986)-  31 04 09.     (N)    098 10 52.     (W)     SCALED    
 CA0087* NAVD 88     -       312.441  (meters)    1025.07   (feet)  ADJUSTED  
 CA0087  ___________________________________________________________________
 CA0087  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CA0087  DYNAMIC HT  -         312.025 (meters)    1023.70  (feet)  COMP
 CA0087  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 CA0087
 CA0087  VERT ORDER  -  FIRST     CLASS II
 CA0087
 CA0087.The horizontal coordinates were scaled from a topographic map and have
 CA0087.an estimated accuracy of +/- 6 seconds.
 CA0087
 CA0087.The orthometric height was determined by differential leveling
 CA0087.and adjusted by the National Geodetic Survey in June 1991..
 CA0087.WARNING-Repeat measurements at this control monument indicate possible
 CA0087.vertical movement.
 CA0087
 CA0087.The geoid height was determined by GEOID03.
 CA0087
 CA0087.The dynamic height is computed by dividing the NAVD 88
 CA0087.geopotential number by the normal gravity value computed on the
 CA0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0087.degrees latitude (g = 980.6199 gals.).
 CA0087
 CA0087.The modeled gravity was interpolated from observed gravity values.
 CA0087
 CA0087;                    North         East    Units  Estimated Accuracy
 CA0087;SPC TX C     - 3,157,460.      905,360.      MT  (+/- 180 meters Scaled)
 CA0087
 CA0087                          SUPERSEDED SURVEY CONTROL
 CA0087
 CA0087  NGVD 29 (??/??/92)  312.352  (m)         1024.77   (f) ADJ UNCH    1 2
 CA0087
 CA0087.Superseded values are not recommended for survey control.
 CA0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0087.See file dsdata.txt to determine how the superseded data were derived.
 CA0087
 CA0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV781375(NAD 83)
 CA0087_MARKER: DD = SURVEY DISK
 CA0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0087_SP_SET: BUILDING
 CA0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0087
 CA0087  HISTORY     - Date     Condition        Report By
 CA0087  HISTORY     - UNK      MONUMENTED       USGS
 CA0087  HISTORY     - 1932     GOOD             NGS
 CA0087  HISTORY     - 1948     GOOD             LOCENG
 CA0087  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0087  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0087
 CA0087                          STATION DESCRIPTION
 CA0087
 CA0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0087'IN LAMPASAS.
 CA0087'U.S.G.S. MARK SOUTH SIDE, SOUTHWEST CORNER OF THE LAMPASAS HIGH SCHOOL
 CA0087'BUILDING, 2 FEET ABOVE THE GROUND.
 CA0087
 CA0087                          STATION RECOVERY (1948)
 CA0087
 CA0087'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 CA0087'RECOVERED IN GOOD CONDITION.
 CA0087
 CA0087                          STATION RECOVERY (1983)
 CA0087
 CA0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0087'THE OLD HIGH SCHOOL BUILDINGS HAVE BEEN REMOVED AND THE MARK SHOULD BE
 CA0087'CONSIDERED DESTROYED.
 CA0087
 CA0087                          STATION RECOVERY (2002)
 CA0087
 CA0087'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0483 ***********************************************************************
 AO0483  DESIGNATION -  H 25
 AO0483  PID         -  AO0483
 AO0483  STATE/COUNTY-  TX/ZAVALA
 AO0483  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0483
 AO0483                         *CURRENT SURVEY CONTROL
 AO0483  ___________________________________________________________________
 AO0483* NAD 83(1986)-  28 40 29.     (N)    099 49 27.     (W)     SCALED    
 AO0483* NAVD 88     -       170.220  (meters)     558.46   (feet)  ADJUSTED  
 AO0483  ___________________________________________________________________
 AO0483  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AO0483  DYNAMIC HT  -         169.969 (meters)     557.64  (feet)  COMP
 AO0483  MODELED GRAV-     979,166.2   (mgal)                       NAVD 88
 AO0483
 AO0483  VERT ORDER  -  SECOND    CLASS 0
 AO0483
 AO0483.The horizontal coordinates were scaled from a topographic map and have
 AO0483.an estimated accuracy of +/- 6 seconds.
 AO0483
 AO0483.The orthometric height was determined by differential leveling
 AO0483.and adjusted by the National Geodetic Survey in June 1991..
 AO0483
 AO0483.The geoid height was determined by GEOID03.
 AO0483
 AO0483.The dynamic height is computed by dividing the NAVD 88
 AO0483.geopotential number by the normal gravity value computed on the
 AO0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0483.degrees latitude (g = 980.6199 gals.).
 AO0483
 AO0483.The modeled gravity was interpolated from observed gravity values.
 AO0483
 AO0483;                    North         East    Units  Estimated Accuracy
 AO0483;SPC TXSC     - 4,093,530.      519,450.      MT  (+/- 180 meters Scaled)
 AO0483
 AO0483                          SUPERSEDED SURVEY CONTROL
 AO0483
 AO0483  NGVD 29 (??/??/92)  170.125  (m)          558.15   (f) ADJ UNCH    2 0
 AO0483
 AO0483.Superseded values are not recommended for survey control.
 AO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0483.See file dsdata.txt to determine how the superseded data were derived.
 AO0483
 AO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS194722(NAD 83)
 AO0483_MARKER: DD = SURVEY DISK
 AO0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0483_STAMPING: 1930 H-25
 AO0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0483+STABILITY: SURFACE MOTION
 AO0483
 AO0483  HISTORY     - Date     Condition        Report By
 AO0483  HISTORY     - 1930     MONUMENTED       USGS
 AO0483  HISTORY     - 1934     GOOD             NGS
 AO0483  HISTORY     - 1940     GOOD             NGS
 AO0483  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 AO0483
 AO0483                          STATION DESCRIPTION
 AO0483
 AO0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0483'IN CRYSTAL CITY.
 AO0483'ABOUT 0.4 MILE S OF COURT HOUSE.  41 FT. N OF CENTER-LINE OF STATE HWY
 AO0483'NO. 4.  28 FT. W OF SECOND AVE.  IN TOP OF CONCRETE POST.
 AO0483
 AO0483                          STATION RECOVERY (1940)
 AO0483
 AO0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0483'RECOVERED IN GOOD CONDITION.
 AO0483
 AO0483                          STATION RECOVERY (1997)
 AO0483
 AO0483'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0052 ***********************************************************************
 BY0052  DESIGNATION -  H 250
 BY0052  PID         -  BY0052
 BY0052  STATE/COUNTY-  TX/SHELBY
 BY0052  USGS QUAD   -  TENAHA WEST (1984)
 BY0052
 BY0052                         *CURRENT SURVEY CONTROL
 BY0052  ___________________________________________________________________
 BY0052* NAD 83(1986)-  31 55 16.     (N)    094 20 13.     (W)     SCALED    
 BY0052* NAVD 88     -        89.499  (meters)     293.63   (feet)  ADJUSTED  
 BY0052  ___________________________________________________________________
 BY0052  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY0052  DYNAMIC HT  -          89.392 (meters)     293.28  (feet)  COMP
 BY0052  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 BY0052
 BY0052  VERT ORDER  -  FIRST     CLASS II
 BY0052
 BY0052.The horizontal coordinates were scaled from a topographic map and have
 BY0052.an estimated accuracy of +/- 6 seconds.
 BY0052
 BY0052.The orthometric height was determined by differential leveling
 BY0052.and adjusted by the National Geodetic Survey in June 1991..
 BY0052
 BY0052.The geoid height was determined by GEOID03.
 BY0052
 BY0052.The dynamic height is computed by dividing the NAVD 88
 BY0052.geopotential number by the normal gravity value computed on the
 BY0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0052.degrees latitude (g = 980.6199 gals.).
 BY0052
 BY0052.The modeled gravity was interpolated from observed gravity values.
 BY0052
 BY0052;                    North         East    Units  Estimated Accuracy
 BY0052;SPC TX C     - 3,265,210.    1,266,830.      MT  (+/- 180 meters Scaled)
 BY0052
 BY0052                          SUPERSEDED SURVEY CONTROL
 BY0052
 BY0052  NGVD 29 (??/??/92)   89.524  (m)          293.71   (f) ADJ UNCH    1 2
 BY0052
 BY0052.Superseded values are not recommended for survey control.
 BY0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0052.See file dsdata.txt to determine how the superseded data were derived.
 BY0052
 BY0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR736324(NAD 83)
 BY0052_MARKER: DB = BENCH MARK DISK
 BY0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0052_STAMPING: H 250 1952
 BY0052_PROJECTION: PROJECTING 10 CENTIMETERS
 BY0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0052+STABILITY: SURFACE MOTION
 BY0052
 BY0052  HISTORY     - Date     Condition        Report By
 BY0052  HISTORY     - 1952     MONUMENTED       CGS
 BY0052  HISTORY     - 1979     GOOD             NGS
 BY0052
 BY0052                          STATION DESCRIPTION
 BY0052
 BY0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0052'3.65 MI NE FROM TIMPSON.
 BY0052'3.65 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0052'STATION AT TIMPSON, 186 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 BY0052'84, 78 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 53.6
 BY0052'FEET NORTH OF THE NORTH RAIL, 49 FEET EAST OF THE CENTER LINE OF A
 BY0052'GRAVELED ROAD, 18.6 FEET SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS
 BY0052'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BY0052'THE GROUND.
 BY0052
 BY0052                          STATION RECOVERY (1979)
 BY0052
 BY0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0052'3.75 MILES NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 BY0052'HIGHWAY 87 IN TIMPSON, 181.0 FT. NORTH OF THE CENTERLINE OF THE
 BY0052'HIGHWAY, 78.0 FT. NORTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVEL
 BY0052'ROAD, 53.6 FT. NORTH OF THE NORTH RAIL OF THE TEXAS AND NEW ORLEANS
 BY0052'RAILROAD, 49.0 FT. EAST OF THE CENTERLINE OF THE GRAVEL ROAD, 18.6 FT.
 BY0052'SOUTH OF A FENCE.
 BY0052'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BY0052'THE MARK IS 3 FT ABOVE THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1072 ***********************************************************************
 BY1072  DESIGNATION -  H 251
 BY1072  PID         -  BY1072
 BY1072  STATE/COUNTY-  TX/NACOGDOCHES
 BY1072  USGS QUAD   -  CUSHING (1973)
 BY1072
 BY1072                         *CURRENT SURVEY CONTROL
 BY1072  ___________________________________________________________________
 BY1072* NAD 83(1986)-  31 48 24.     (N)    094 51 34.     (W)     SCALED    
 BY1072* NAVD 88     -       114.608  (meters)     376.01   (feet)  ADJUSTED  
 BY1072  ___________________________________________________________________
 BY1072  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY1072  DYNAMIC HT  -         114.470 (meters)     375.56  (feet)  COMP
 BY1072  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 BY1072
 BY1072  VERT ORDER  -  FIRST     CLASS II
 BY1072
 BY1072.The horizontal coordinates were scaled from a topographic map and have
 BY1072.an estimated accuracy of +/- 6 seconds.
 BY1072
 BY1072.The orthometric height was determined by differential leveling
 BY1072.and adjusted by the National Geodetic Survey in June 1991..
 BY1072
 BY1072.The geoid height was determined by GEOID03.
 BY1072
 BY1072.The dynamic height is computed by dividing the NAVD 88
 BY1072.geopotential number by the normal gravity value computed on the
 BY1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1072.degrees latitude (g = 980.6199 gals.).
 BY1072
 BY1072.The modeled gravity was interpolated from observed gravity values.
 BY1072
 BY1072;                    North         East    Units  Estimated Accuracy
 BY1072;SPC TX C     - 3,249,990.    1,218,110.      MT  (+/- 180 meters Scaled)
 BY1072
 BY1072                          SUPERSEDED SURVEY CONTROL
 BY1072
 BY1072  NGVD 29 (??/??/92)  114.638  (m)          376.11   (f) ADJ UNCH    1 2
 BY1072
 BY1072.Superseded values are not recommended for survey control.
 BY1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1072.See file dsdata.txt to determine how the superseded data were derived.
 BY1072
 BY1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR239205(NAD 83)
 BY1072_MARKER: DB = BENCH MARK DISK
 BY1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1072_STAMPING: H 251 1952
 BY1072_PROJECTION: PROJECTING 15 CENTIMETERS
 BY1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1072+STABILITY: SURFACE MOTION
 BY1072
 BY1072  HISTORY     - Date     Condition        Report By
 BY1072  HISTORY     - 1952     MONUMENTED       CGS
 BY1072  HISTORY     - 1979     GOOD             NGS
 BY1072  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1072
 BY1072                          STATION DESCRIPTION
 BY1072
 BY1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1072'1.3 MI W FROM CUSHING.
 BY1072'1.3 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1072'STATION AT CUSHING, 8 POLES WEST OF MILEPOST 173, 43 FEET NORTH OF THE
 BY1072'NORTH RAIL, 29 FEET SOUTHEAST OF A 14 INCH CEDAR TREE, 4 FEET SOUTH OF
 BY1072'A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY1072'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1072
 BY1072                          STATION RECOVERY (1979)
 BY1072
 BY1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1072'1.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN
 BY1072'CUSHING, 135 FT. WEST-SOUTHWEST OF A FENCE CORNER, 46.0 FT. NORTH OF A
 BY1072'WOOD PLATFORM, 43.0 FT. NORTH OF THE NORTH RAIL, 33 RAILS EAST OF A
 BY1072'ROAD CROSSING, 29.0 FT. SOUTHEAST OF A 30-INCH CEDAR TREE.  NOTE-NOT
 BY1072'LEVELED TO AT THIS DATE, BENCH MARK IS OFF MAIN LEVEL LINE.
 BY1072'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BY1072'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 BY1072
 BY1072                          STATION RECOVERY (1998)
 BY1072
 BY1072'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0097 ***********************************************************************
 CA0097  DESIGNATION -  H 251 USGS
 CA0097  PID         -  CA0097
 CA0097  STATE/COUNTY-  TX/LAMPASAS
 CA0097  USGS QUAD   -  OGLES (1959)
 CA0097
 CA0097                         *CURRENT SURVEY CONTROL
 CA0097  ___________________________________________________________________
 CA0097* NAD 83(1986)-  31 08 42.     (N)    098 17 34.     (W)     SCALED    
 CA0097* NAVD 88     -       431.713  (meters)    1416.38   (feet)  ADJUSTED  
 CA0097  ___________________________________________________________________
 CA0097  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CA0097  DYNAMIC HT  -         431.134 (meters)    1414.48  (feet)  COMP
 CA0097  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 CA0097
 CA0097  VERT ORDER  -  FIRST     CLASS II
 CA0097
 CA0097.The horizontal coordinates were scaled from a topographic map and have
 CA0097.an estimated accuracy of +/- 6 seconds.
 CA0097
 CA0097.The orthometric height was determined by differential leveling
 CA0097.and adjusted by the National Geodetic Survey in June 1991..
 CA0097
 CA0097.The geoid height was determined by GEOID03.
 CA0097
 CA0097.The dynamic height is computed by dividing the NAVD 88
 CA0097.geopotential number by the normal gravity value computed on the
 CA0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0097.degrees latitude (g = 980.6199 gals.).
 CA0097
 CA0097.The modeled gravity was interpolated from observed gravity values.
 CA0097
 CA0097;                    North         East    Units  Estimated Accuracy
 CA0097;SPC TX C     - 3,165,670.      894,550.      MT  (+/- 180 meters Scaled)
 CA0097
 CA0097                          SUPERSEDED SURVEY CONTROL
 CA0097
 CA0097  NGVD 29 (??/??/92)  431.615  (m)         1416.06   (f) ADJ UNCH    1 2
 CA0097
 CA0097.Superseded values are not recommended for survey control.
 CA0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0097.See file dsdata.txt to determine how the superseded data were derived.
 CA0097
 CA0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV674458(NAD 83)
 CA0097_MARKER: DD = SURVEY DISK
 CA0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0097_STAMPING: H 251 1925 1416.13
 CA0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0097+STABILITY: SURFACE MOTION
 CA0097
 CA0097  HISTORY     - Date     Condition        Report By
 CA0097  HISTORY     - 1925     MONUMENTED       USGS
 CA0097  HISTORY     - 1932     GOOD             NGS
 CA0097  HISTORY     - 1934     GOOD             NGS
 CA0097  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0097
 CA0097                          STATION DESCRIPTION
 CA0097
 CA0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0097'IN OGLES.
 CA0097'ON THE SANTA FE R.R., AT THE CROSSING OF THE SANTA FE R.R. AND SECOND
 CA0097'CLASS ROAD CROSSING, 50 FEET EAST BY 10 FEET NORTH OF, 3 FEET EAST OF
 CA0097'THE FENCE LINE, BRONZE TABLET, IN CONCRETE POST, STAMPED 1925 H 251,
 CA0097'ELEVATION 1,415.865 FEET.
 CA0097
 CA0097                          STATION RECOVERY (1934)
 CA0097
 CA0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0097'RECOVERED IN GOOD CONDITION.
 CA0097
 CA0097                          STATION RECOVERY (1983)
 CA0097
 CA0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0097'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1270 ***********************************************************************
 BY1270  DESIGNATION -  H 252 RESET 1964
 BY1270  PID         -  BY1270
 BY1270  STATE/COUNTY-  TX/CHEROKEE
 BY1270  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1270
 BY1270                         *CURRENT SURVEY CONTROL
 BY1270  ___________________________________________________________________
 BY1270* NAD 83(1986)-  31 57 47.     (N)    095 16 22.     (W)     SCALED    
 BY1270* NAVD 88     -       158.62   (+/-2cm)     520.4    (feet)  VERTCON   
 BY1270  ___________________________________________________________________
 BY1270  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1270
 BY1270  VERT ORDER  -  THIRD (See Below)
 BY1270
 BY1270.The horizontal coordinates were scaled from a topographic map and have
 BY1270.an estimated accuracy of +/- 6 seconds.
 BY1270
 BY1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1270.The vertical order pertains to the NGVD 29 superseded value.
 BY1270
 BY1270.The geoid height was determined by GEOID03.
 BY1270
 BY1270;                    North         East    Units  Estimated Accuracy
 BY1270;SPC TX C     - 3,265,460.    1,178,230.      MT  (+/- 180 meters Scaled)
 BY1270
 BY1270                          SUPERSEDED SURVEY CONTROL
 BY1270
 BY1270  NGVD 29 (??/??/??)  158.64   (m)          520.5    (f) RESET       3  
 BY1270
 BY1270.Superseded values are not recommended for survey control.
 BY1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1270.See file dsdata.txt to determine how the superseded data were derived.
 BY1270
 BY1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR852385(NAD 83)
 BY1270_MARKER: DB = BENCH MARK DISK
 BY1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1270_STAMPING: H 252 RESET 1964
 BY1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1270+STABILITY: SURFACE MOTION
 BY1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1270+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BY1270
 BY1270  HISTORY     - Date     Condition        Report By
 BY1270  HISTORY     - 1964     MONUMENTED       CGS
 BY1270  HISTORY     - 1990     GOOD             USPSQD
 BY1270  HISTORY     - 19960420 GOOD             USPSQD
 BY1270  HISTORY     - 20040606 GOOD             USPSQD
 BY1270  HISTORY     - 20050710 GOOD             USPSQD
 BY1270
 BY1270                          STATION DESCRIPTION
 BY1270
 BY1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BY1270'IN JACKSONVILLE.
 BY1270'AT JACKSONVILLE, AT THE INTERSECTION OF RAGSDALE STREET AND COMMERCE
 BY1270'STREET, 99 FEET SOUTH OF THE SOUTH CURB OF COMMERCE STREET, 16 FEET
 BY1270'EAST OF THE EAST CURB OF RAGSDALE STREET, AT THE SOUTHWEST CORNER OF
 BY1270'THE TEXAS BANK AND TRUST COMPANY BUILDING, (WHICH IS TO BE THE CITY
 BY1270'HALL BUILDING) AT THE EAST EDGE OF THE SIDE WALK ALONG RAGSDALE
 BY1270'STREET, AND IS FLUSH WITH THE SIDE WALK.  A STANDARD DISK STAMPED H
 BY1270'252 RESET 1964, IS SET IN A 12 X 12 IN. CONCRETE POST, FLUSH WITH THE
 BY1270'BLACK-TOP OF THE PARKING LOT.  (ELEVATION-520.473 FEET.)
 BY1270
 BY1270                          STATION RECOVERY (1990)
 BY1270
 BY1270'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY1270'RECOVERED IN GOOD CONDITION.
 BY1270
 BY1270                          STATION RECOVERY (1996)
 BY1270
 BY1270'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1270'RECOVERED IN GOOD CONDITION.
 BY1270
 BY1270                          STATION RECOVERY (2004)
 BY1270
 BY1270'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1270'RECOVERED IN GOOD CONDITION.
 BY1270
 BY1270                          STATION RECOVERY (2005)
 BY1270
 BY1270'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0280 ***********************************************************************
 GK0280  DESIGNATION -  H 253
 GK0280  PID         -  GK0280
 GK0280  STATE/COUNTY-  TX/HUTCHINSON
 GK0280  USGS QUAD   -  MORSE (1974)
 GK0280
 GK0280                         *CURRENT SURVEY CONTROL
 GK0280  ___________________________________________________________________
 GK0280* NAD 83(1986)-  36 00 31.     (N)    101 28 34.     (W)     SCALED    
 GK0280* NAVD 88     -       978.203  (meters)    3209.32   (feet)  ADJUSTED  
 GK0280  ___________________________________________________________________
 GK0280  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 GK0280  DYNAMIC HT  -         977.117 (meters)    3205.76  (feet)  COMP
 GK0280  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 GK0280
 GK0280  VERT ORDER  -  SECOND    CLASS 0
 GK0280
 GK0280.The horizontal coordinates were scaled from a topographic map and have
 GK0280.an estimated accuracy of +/- 6 seconds.
 GK0280
 GK0280.The orthometric height was determined by differential leveling
 GK0280.and adjusted by the National Geodetic Survey in June 1991..
 GK0280
 GK0280.The geoid height was determined by GEOID03.
 GK0280
 GK0280.The dynamic height is computed by dividing the NAVD 88
 GK0280.geopotential number by the normal gravity value computed on the
 GK0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0280.degrees latitude (g = 980.6199 gals.).
 GK0280
 GK0280.The modeled gravity was interpolated from observed gravity values.
 GK0280
 GK0280;                    North         East    Units  Estimated Accuracy
 GK0280;SPC TX N     - 1,222,830.      202,150.      MT  (+/- 180 meters Scaled)
 GK0280
 GK0280                          SUPERSEDED SURVEY CONTROL
 GK0280
 GK0280  NGVD 29 (??/??/92)  977.739  (m)         3207.80   (f) ADJ UNCH    2 0
 GK0280
 GK0280.Superseded values are not recommended for survey control.
 GK0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0280.See file dsdata.txt to determine how the superseded data were derived.
 GK0280
 GK0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE768877(NAD 83)
 GK0280_MARKER: DB = BENCH MARK DISK
 GK0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0280_STAMPING: H-253 1934
 GK0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0280+STABILITY: SURFACE MOTION
 GK0280
 GK0280  HISTORY     - Date     Condition        Report By
 GK0280  HISTORY     - 1934     MONUMENTED       CGS
 GK0280
 GK0280                          STATION DESCRIPTION
 GK0280
 GK0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0280'3.5 MI S FROM MORSE.
 GK0280'3.5 MILES SOUTH OF C.RI. AND G RR.STATION AT MORSE 97 FEET WEST OF
 GK0280'NEAREST RAIL OF CHICAGO ROCK ISLAND AND GULF RAILWAY TRACK. 30 FEET
 GK0280'NORTH OF CENTER LINE OF SECTION LINE ROAD. ON OPPOSITE SIDE OF TRACK
 GK0280'OF MILEPOLES 71/29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0110 ***********************************************************************
 CA0110  DESIGNATION -  H 254 USGS
 CA0110  PID         -  CA0110
 CA0110  STATE/COUNTY-  TX/LAMPASAS
 CA0110  USGS QUAD   -  LOMETA (1959)
 CA0110
 CA0110                         *CURRENT SURVEY CONTROL
 CA0110  ___________________________________________________________________
 CA0110* NAD 83(1986)-  31 13 03.     (N)    098 23 34.     (W)     SCALED    
 CA0110* NAVD 88     -       453.203  (meters)    1486.88   (feet)  ADJUSTED  
 CA0110  ___________________________________________________________________
 CA0110  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CA0110  DYNAMIC HT  -         452.591 (meters)    1484.88  (feet)  COMP
 CA0110  MODELED GRAV-     979,276.8   (mgal)                       NAVD 88
 CA0110
 CA0110  VERT ORDER  -  FIRST     CLASS II
 CA0110
 CA0110.The horizontal coordinates were scaled from a topographic map and have
 CA0110.an estimated accuracy of +/- 6 seconds.
 CA0110
 CA0110.The orthometric height was determined by differential leveling
 CA0110.and adjusted by the National Geodetic Survey in June 1991..
 CA0110.WARNING-Repeat measurements at this control monument indicate possible
 CA0110.vertical movement.
 CA0110
 CA0110.The geoid height was determined by GEOID03.
 CA0110
 CA0110.The dynamic height is computed by dividing the NAVD 88
 CA0110.geopotential number by the normal gravity value computed on the
 CA0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0110.degrees latitude (g = 980.6199 gals.).
 CA0110
 CA0110.The modeled gravity was interpolated from observed gravity values.
 CA0110
 CA0110;                    North         East    Units  Estimated Accuracy
 CA0110;SPC TX C     - 3,173,530.      884,880.      MT  (+/- 180 meters Scaled)
 CA0110
 CA0110                          SUPERSEDED SURVEY CONTROL
 CA0110
 CA0110  NGVD 29 (??/??/92)  453.092  (m)         1486.52   (f) ADJ UNCH    1 2
 CA0110
 CA0110.Superseded values are not recommended for survey control.
 CA0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0110.See file dsdata.txt to determine how the superseded data were derived.
 CA0110
 CA0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV578538(NAD 83)
 CA0110_MARKER: DD = SURVEY DISK
 CA0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0110_SP_SET: BUILDING WALL
 CA0110_MARK LOGO: USGS  
 CA0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0110
 CA0110  HISTORY     - Date     Condition        Report By
 CA0110  HISTORY     - UNK      MONUMENTED       USGS
 CA0110  HISTORY     - 1932     GOOD             NGS
 CA0110  HISTORY     - 1934     GOOD             NGS
 CA0110  HISTORY     - 1983     GOOD             NGS
 CA0110  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0110
 CA0110                          STATION DESCRIPTION
 CA0110
 CA0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0110'IN LOMETA.
 CA0110'AT THE STATION IN LOMETA.  ON THE SANTA FE R.R., VERTICAL MARK SET IN
 CA0110'THE WALL OF THE SANTA FE R.R. STATION AT LOMETA DIRECTLY BENEATH THE
 CA0110'TELEGRAPH WINDOW, BRONZE TABLET STAMPED 1925 H 254, ELEVATION
 CA0110'1,486.311 FEET.
 CA0110
 CA0110                          STATION RECOVERY (1934)
 CA0110
 CA0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0110'RECOVERED IN GOOD CONDITION.
 CA0110
 CA0110                          STATION RECOVERY (1983)
 CA0110
 CA0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0110'RECOVERED THIS DATE.  NOTE, ADD 4.7 METERS (15.4 FT) NORTHWEST OF THE
 CA0110'SOUTHEAST CORNER OF THE RAILROAD STATION AND 1.0 METER (3.3 FT)
 CA0110'WEST-NORTHWEST OF A RAILROAD SIGNAL.
 CA0110'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CA0110
 CA0110                          STATION RECOVERY (2002)
 CA0110
 CA0110'RECOVERY NOTE BY US POWER SQUADRON 2002 (AH)
 CA0110'RAILROAD STATION HAS BEEN MOVED TO ANOTHER PART OF TOWN.  MARKER NOT
 CA0110'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0148 ***********************************************************************
 CA0148  DESIGNATION -  H 255
 CA0148  PID         -  CA0148
 CA0148  STATE/COUNTY-  TX/LAMPASAS
 CA0148  USGS QUAD   -  LOMETA (1959)
 CA0148
 CA0148                         *CURRENT SURVEY CONTROL
 CA0148  ___________________________________________________________________
 CA0148* NAD 83(1986)-  31 14 16.     (N)    098 26 17.     (W)     SCALED    
 CA0148* NAVD 88     -       439.615  (meters)    1442.30   (feet)  ADJUSTED  
 CA0148  ___________________________________________________________________
 CA0148  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CA0148  DYNAMIC HT  -         439.023 (meters)    1440.36  (feet)  COMP
 CA0148  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 CA0148
 CA0148  VERT ORDER  -  SECOND    CLASS 0
 CA0148
 CA0148.The horizontal coordinates were scaled from a topographic map and have
 CA0148.an estimated accuracy of +/- 6 seconds.
 CA0148
 CA0148.The orthometric height was determined by differential leveling
 CA0148.and adjusted by the National Geodetic Survey in June 1991..
 CA0148
 CA0148.The geoid height was determined by GEOID03.
 CA0148
 CA0148.The dynamic height is computed by dividing the NAVD 88
 CA0148.geopotential number by the normal gravity value computed on the
 CA0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0148.degrees latitude (g = 980.6199 gals.).
 CA0148
 CA0148.The modeled gravity was interpolated from observed gravity values.
 CA0148
 CA0148;                    North         East    Units  Estimated Accuracy
 CA0148;SPC TX C     - 3,175,700.      880,530.      MT  (+/- 180 meters Scaled)
 CA0148
 CA0148                          SUPERSEDED SURVEY CONTROL
 CA0148
 CA0148  NGVD 29 (??/??/92)  439.518  (m)         1441.99   (f) ADJ UNCH    2 0
 CA0148
 CA0148.Superseded values are not recommended for survey control.
 CA0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0148.See file dsdata.txt to determine how the superseded data were derived.
 CA0148
 CA0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV535560(NAD 83)
 CA0148_MARKER: DD = SURVEY DISK
 CA0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0148_STAMPING: H 255 1925
 CA0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0148+STABILITY: SURFACE MOTION
 CA0148
 CA0148  HISTORY     - Date     Condition        Report By
 CA0148  HISTORY     - 1925     MONUMENTED       USGS
 CA0148  HISTORY     - 1935     GOOD             NGS
 CA0148
 CA0148                          STATION DESCRIPTION
 CA0148
 CA0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0148'3.9 MI W FROM LOMETA.
 CA0148'3.9 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. 275 YARDS N.E. OF
 CA0148'MILE POST 4.  AT A ROAD CROSSING.  17 YARDS S.E. OF CENTER OF THE
 CA0148'TRACK.  8 YARDS S.W. OF CENTER OF A ROAD.  IN THE CORNER OF THE RIGHT
 CA0148'OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0180 ***********************************************************************
 CA0180  DESIGNATION -  H 258
 CA0180  PID         -  CA0180
 CA0180  STATE/COUNTY-  TX/MILLS
 CA0180  USGS QUAD   -  WOLF RIDGE (1959)
 CA0180
 CA0180                         *CURRENT SURVEY CONTROL
 CA0180  ___________________________________________________________________
 CA0180* NAD 83(1986)-  31 14 07.     (N)    098 33 42.     (W)     SCALED    
 CA0180* NAVD 88     -       360.619  (meters)    1183.13   (feet)  ADJUSTED  
 CA0180  ___________________________________________________________________
 CA0180  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 CA0180  DYNAMIC HT  -         360.140 (meters)    1181.56  (feet)  COMP
 CA0180  MODELED GRAV-     979,301.0   (mgal)                       NAVD 88
 CA0180
 CA0180  VERT ORDER  -  SECOND    CLASS 0
 CA0180
 CA0180.The horizontal coordinates were scaled from a topographic map and have
 CA0180.an estimated accuracy of +/- 6 seconds.
 CA0180
 CA0180.The orthometric height was determined by differential leveling
 CA0180.and adjusted by the National Geodetic Survey in June 1991..
 CA0180
 CA0180.The geoid height was determined by GEOID03.
 CA0180
 CA0180.The dynamic height is computed by dividing the NAVD 88
 CA0180.geopotential number by the normal gravity value computed on the
 CA0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0180.degrees latitude (g = 980.6199 gals.).
 CA0180
 CA0180.The modeled gravity was interpolated from observed gravity values.
 CA0180
 CA0180;                    North         East    Units  Estimated Accuracy
 CA0180;SPC TX C     - 3,175,230.      868,760.      MT  (+/- 180 meters Scaled)
 CA0180
 CA0180                          SUPERSEDED SURVEY CONTROL
 CA0180
 CA0180  NGVD 29 (??/??/92)  360.556  (m)         1182.92   (f) ADJ UNCH    2 0
 CA0180
 CA0180.Superseded values are not recommended for survey control.
 CA0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0180.See file dsdata.txt to determine how the superseded data were derived.
 CA0180
 CA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV417557(NAD 83)
 CA0180_MARKER: DD = SURVEY DISK
 CA0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0180_SP_SET: CONCRETE BASE
 CA0180_STAMPING: H 258 1925
 CA0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0180
 CA0180  HISTORY     - Date     Condition        Report By
 CA0180  HISTORY     - 1925     MONUMENTED       USGS
 CA0180  HISTORY     - 1935     GOOD             NGS
 CA0180
 CA0180                          STATION DESCRIPTION
 CA0180
 CA0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CA0180'10.7 MI E FROM SAN SABA.
 CA0180'10.7 MILES EAST OF AND ALONG THE G.C. AND S.F.R.R. SET HORIZONTAL IN
 CA0180'THE S.W. CORNER OF THE EAST CONCRETE WING OF BRIDGE NO. 13-C OVER THE
 CA0180'COLORADO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0363 ***********************************************************************
 BZ0363  DESIGNATION -  H 258
 BZ0363  PID         -  BZ0363
 BZ0363  STATE/COUNTY-  TX/LEON
 BZ0363  USGS QUAD   -  DONIE (1982)
 BZ0363
 BZ0363                         *CURRENT SURVEY CONTROL
 BZ0363  ___________________________________________________________________
 BZ0363* NAD 83(1986)-  31 24 20.     (N)    096 13 25.     (W)     SCALED    
 BZ0363* NAVD 88     -       131.165  (meters)     430.33   (feet)  ADJUSTED  
 BZ0363  ___________________________________________________________________
 BZ0363  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 BZ0363  DYNAMIC HT  -         131.004 (meters)     429.80  (feet)  COMP
 BZ0363  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 BZ0363
 BZ0363  VERT ORDER  -  FIRST     CLASS II
 BZ0363
 BZ0363.The horizontal coordinates were scaled from a topographic map and have
 BZ0363.an estimated accuracy of +/- 6 seconds.
 BZ0363
 BZ0363.The orthometric height was determined by differential leveling
 BZ0363.and adjusted by the National Geodetic Survey in June 1991..
 BZ0363.WARNING-Repeat measurements at this control monument indicate possible
 BZ0363.vertical movement.
 BZ0363
 BZ0363.The geoid height was determined by GEOID03.
 BZ0363
 BZ0363.The dynamic height is computed by dividing the NAVD 88
 BZ0363.geopotential number by the normal gravity value computed on the
 BZ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0363.degrees latitude (g = 980.6199 gals.).
 BZ0363
 BZ0363.The modeled gravity was interpolated from observed gravity values.
 BZ0363
 BZ0363;                    North         East    Units  Estimated Accuracy
 BZ0363;SPC TX C     - 3,199,990.    1,090,700.      MT  (+/- 180 meters Scaled)
 BZ0363
 BZ0363                          SUPERSEDED SURVEY CONTROL
 BZ0363
 BZ0363  NGVD 29 (??/??/92)  131.111  (m)          430.15   (f) ADJ UNCH    1 2
 BZ0363
 BZ0363.Superseded values are not recommended for survey control.
 BZ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0363.See file dsdata.txt to determine how the superseded data were derived.
 BZ0363
 BZ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV639778(NAD 83)
 BZ0363_MARKER: DB = BENCH MARK DISK
 BZ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0363_STAMPING: H 258 1952
 BZ0363_PROJECTION: PROJECTING 8 CENTIMETERS
 BZ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0363+STABILITY: SURFACE MOTION
 BZ0363
 BZ0363  HISTORY     - Date     Condition        Report By
 BZ0363  HISTORY     - 1952     MONUMENTED       CGS
 BZ0363  HISTORY     - 1980     GOOD             NGS
 BZ0363
 BZ0363                          STATION DESCRIPTION
 BZ0363
 BZ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0363'5.1 MI SE FROM FARRAR.
 BZ0363'5.1 MILES SOUTHEAST ALONG FARM ROAD 39 FROM THE POST OFFICE AT FARRAR,
 BZ0363'48 FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 21 FEET
 BZ0363'NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHEAST, 1
 BZ0363'FOOT SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN
 BZ0363'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BZ0363
 BZ0363                          STATION RECOVERY (1980)
 BZ0363
 BZ0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0363'9.6 KM. (5.95 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0363'U.S. HIGHWAY 79 IN JEWETT, AT A PRIVATE ROAD LEADING NORTHEAST,
 BZ0363'14.6 M. (48.0 FT.) NORTHEAST OF THE CENTERLINE OF THE ROAD, 6.4 M.
 BZ0363'(21.0 FT.) NORTHWEST OF THE CENTERLINE OF THE PRIVATE ROAD, 0.3 M.
 BZ0363'(1.0 FT.) SOUTHWEST OF A FENCE.
 BZ0363'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0570 ***********************************************************************
 BZ0570  DESIGNATION -  H 259
 BZ0570  PID         -  BZ0570
 BZ0570  STATE/COUNTY-  TX/HILL
 BZ0570  USGS QUAD   -  HUBBARD (1978)
 BZ0570
 BZ0570                         *CURRENT SURVEY CONTROL
 BZ0570  ___________________________________________________________________
 BZ0570* NAD 83(1986)-  31 52 02.     (N)    096 48 40.     (W)     SCALED    
 BZ0570* NAVD 88     -       161.140  (meters)     528.67   (feet)  ADJUSTED  
 BZ0570  ___________________________________________________________________
 BZ0570  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BZ0570  DYNAMIC HT  -         160.946 (meters)     528.04  (feet)  COMP
 BZ0570  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 BZ0570
 BZ0570  VERT ORDER  -  FIRST     CLASS II
 BZ0570
 BZ0570.The horizontal coordinates were scaled from a topographic map and have
 BZ0570.an estimated accuracy of +/- 6 seconds.
 BZ0570
 BZ0570.The orthometric height was determined by differential leveling
 BZ0570.and adjusted by the National Geodetic Survey in June 1991..
 BZ0570
 BZ0570.The geoid height was determined by GEOID03.
 BZ0570
 BZ0570.The dynamic height is computed by dividing the NAVD 88
 BZ0570.geopotential number by the normal gravity value computed on the
 BZ0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0570.degrees latitude (g = 980.6199 gals.).
 BZ0570
 BZ0570.The modeled gravity was interpolated from observed gravity values.
 BZ0570
 BZ0570;                    North         East    Units  Estimated Accuracy
 BZ0570;SPC TXNC     - 2,023,530.      759,830.      MT  (+/- 180 meters Scaled)
 BZ0570
 BZ0570                          SUPERSEDED SURVEY CONTROL
 BZ0570
 BZ0570  NGVD 29 (??/??/92)  161.122  (m)          528.61   (f) ADJ UNCH    1 2
 BZ0570
 BZ0570.Superseded values are not recommended for survey control.
 BZ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0570.See file dsdata.txt to determine how the superseded data were derived.
 BZ0570
 BZ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA070278(NAD 83)
 BZ0570_MARKER: DB = BENCH MARK DISK
 BZ0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0570_SP_SET: CULVERT
 BZ0570_STAMPING: H 259 1952
 BZ0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0570
 BZ0570  HISTORY     - Date     Condition        Report By
 BZ0570  HISTORY     - 1952     MONUMENTED       CGS
 BZ0570  HISTORY     - 1980     GOOD             NGS
 BZ0570  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0570
 BZ0570                          STATION DESCRIPTION
 BZ0570
 BZ0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0570'1.65 MI NW FROM HUBBARD.
 BZ0570'1.65 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE FIRST STATE BANK
 BZ0570'AT HUBBARD, 152 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 BZ0570'DRIVEWAY LEADING NORTHEAST TO A FARMHOUSE, 20 FEET NORTHEAST OF THE
 BZ0570'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 BZ0570'NORTHEAST HEADWALL OF A LARGE CONCRETE CULVERT.
 BZ0570
 BZ0570                          STATION RECOVERY (1980)
 BZ0570
 BZ0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0570'2.6 KM. (1.6 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ0570'OF STATE HIGHWAY 31 IN HUBBARD, AT A PRIVATE DRIVE LEADING NORTHEAST
 BZ0570'TO A FARM HOUSE, IN THE TOP OF THE NORTHEAST HEADWALL OF A CULVERT
 BZ0570'UNDER THE HIGHWAY, 6.1 M. (20.0 FT.) NORTHEAST OF THE CENTERLINE OF
 BZ0570'THE HIGHWAY.
 BZ0570
 BZ0570                          STATION RECOVERY (1995)
 BZ0570
 BZ0570'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0485 ***********************************************************************
 AO0485  DESIGNATION -  H 26
 AO0485  PID         -  AO0485
 AO0485  STATE/COUNTY-  TX/ZAVALA
 AO0485  USGS QUAD   -  CRYSTAL CITY (1972)
 AO0485
 AO0485                         *CURRENT SURVEY CONTROL
 AO0485  ___________________________________________________________________
 AO0485* NAD 83(1986)-  28 40 50.     (N)    099 49 36.     (W)     SCALED    
 AO0485* NAVD 88     -       174.019  (meters)     570.93   (feet)  ADJUSTED  
 AO0485  ___________________________________________________________________
 AO0485  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AO0485  DYNAMIC HT  -         173.762 (meters)     570.08  (feet)  COMP
 AO0485  MODELED GRAV-     979,166.5   (mgal)                       NAVD 88
 AO0485
 AO0485  VERT ORDER  -  SECOND    CLASS 0
 AO0485
 AO0485.The horizontal coordinates were scaled from a topographic map and have
 AO0485.an estimated accuracy of +/- 6 seconds.
 AO0485
 AO0485.The orthometric height was determined by differential leveling
 AO0485.and adjusted by the National Geodetic Survey in June 1991..
 AO0485
 AO0485.The geoid height was determined by GEOID03.
 AO0485
 AO0485.The dynamic height is computed by dividing the NAVD 88
 AO0485.geopotential number by the normal gravity value computed on the
 AO0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0485.degrees latitude (g = 980.6199 gals.).
 AO0485
 AO0485.The modeled gravity was interpolated from observed gravity values.
 AO0485
 AO0485;                    North         East    Units  Estimated Accuracy
 AO0485;SPC TXSC     - 4,094,180.      519,210.      MT  (+/- 180 meters Scaled)
 AO0485
 AO0485                          SUPERSEDED SURVEY CONTROL
 AO0485
 AO0485  NGVD 29 (??/??/92)  173.924  (m)          570.62   (f) ADJ UNCH    2 0
 AO0485
 AO0485.Superseded values are not recommended for survey control.
 AO0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0485.See file dsdata.txt to determine how the superseded data were derived.
 AO0485
 AO0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS192728(NAD 83)
 AO0485_MARKER: DD = SURVEY DISK
 AO0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0485_SP_SET: WALL
 AO0485_STAMPING: 1930 H-26
 AO0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0485
 AO0485  HISTORY     - Date     Condition        Report By
 AO0485  HISTORY     - 1930     MONUMENTED       USGS
 AO0485  HISTORY     - 1934     GOOD             NGS
 AO0485  HISTORY     - 1934     GOOD             NGS
 AO0485  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 AO0485
 AO0485                          STATION DESCRIPTION
 AO0485
 AO0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0485'IN CRYSTAL CITY.
 AO0485'IN N FACE NEAR E SIDE OF COURTHOUSE.  3 FT. ABOVE GROUND.  SET
 AO0485'VERTICALLY IN STONE WALL.
 AO0485
 AO0485                          STATION RECOVERY (1934)
 AO0485
 AO0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AO0485'RECOVERED IN GOOD CONDITION.
 AO0485
 AO0485                          STATION RECOVERY (1997)
 AO0485
 AO0485'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0436 ***********************************************************************
 GK0436  DESIGNATION -  H 260
 GK0436  PID         -  GK0436
 GK0436  STATE/COUNTY-  TX/SHERMAN
 GK0436  USGS QUAD   -  STEVENS SW (1964)
 GK0436
 GK0436                         *CURRENT SURVEY CONTROL
 GK0436  ___________________________________________________________________
 GK0436* NAD 83(1993)-  36 19 42.72846(N)    101 58 21.87506(W)     ADJUSTED  
 GK0436* NAVD 88     -      1097.724  (meters)    3601.45   (feet)  ADJUSTED  
 GK0436  ___________________________________________________________________
 GK0436  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 GK0436  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 GK0436  DYNAMIC HT  -        1096.516 (meters)    3597.49  (feet)  COMP
 GK0436  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 GK0436
 GK0436  HORZ ORDER  -  SECOND
 GK0436  VERT ORDER  -  SECOND    CLASS 0
 GK0436
 GK0436.The horizontal coordinates were established by classical geodetic methods
 GK0436.and adjusted by the National Geodetic Survey in February 1996..
 GK0436
 GK0436.The orthometric height was determined by differential leveling
 GK0436.and adjusted by the National Geodetic Survey in June 1991..
 GK0436
 GK0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0436
 GK0436.The geoid height was determined by GEOID03.
 GK0436
 GK0436.The dynamic height is computed by dividing the NAVD 88
 GK0436.geopotential number by the normal gravity value computed on the
 GK0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0436.degrees latitude (g = 980.6199 gals.).
 GK0436
 GK0436.The modeled gravity was interpolated from observed gravity values.
 GK0436
 GK0436;                    North         East     Units Scale Factor Converg.
 GK0436;SPC TX N     - 1,258,434.845   157,551.823   MT  1.00003710   -0 16 26.3
 GK0436;SPC TX N     - 4,128,714.99    516,901.27   sFT  1.00003710   -0 16 26.3
 GK0436;UTM  14      - 4,024,492.019   233,153.435   MT  1.00047743   -1 45 43.7
 GK0436;UTM  13      - 4,024,643.989   771,741.325   MT  1.00050992   +1 47 40.2
 GK0436
 GK0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0436!SPC TX N     -   0.99983177  x   1.00003710  =   0.99986886
 GK0436!UTM  14      -   0.99983177  x   1.00047743  =   1.00030912
 GK0436!UTM  13      -   0.99983177  x   1.00050992  =   1.00034160
 GK0436
 GK0436                          SUPERSEDED SURVEY CONTROL
 GK0436
 GK0436  NAD 83(1993)-  36 19 42.72804(N)    101 58 21.87537(W) AD(       ) 2
 GK0436  NAD 83(1986)-  36 19 42.73914(N)    101 58 21.86326(W) AD(       ) 2
 GK0436  NAD 27      -  36 19 42.63100(N)    101 58 20.25300(W) AD(       ) 2
 GK0436  NGVD 29 (??/??/92) 1097.234  (m)         3599.84   (f) ADJ UNCH    2 0
 GK0436
 GK0436.Superseded values are not recommended for survey control.
 GK0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0436.See file dsdata.txt to determine how the superseded data were derived.
 GK0436
 GK0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF3315324492(NAD 83)
 GK0436_MARKER: DB = BENCH MARK DISK
 GK0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0436_STAMPING: H 260 1952
 GK0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0436+STABILITY: SURFACE MOTION
 GK0436
 GK0436  HISTORY     - Date     Condition        Report By
 GK0436  HISTORY     - 1952     MONUMENTED       CGS
 GK0436  HISTORY     - 1953     GOOD             NGS
 GK0436
 GK0436                          STATION DESCRIPTION
 GK0436
 GK0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0436'5.7 MI E FROM STRATFORD.
 GK0436'5.7 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0436'PACIFIC RAILROAD STATION AT STRATFORD, 50 FEET NORTH OF THE CENTER
 GK0436'LINE OF THE FARM ROAD, 10 FEET EAST OF A POWER POLE, 10 FEET EAST OF A
 GK0436'FENCE LEADING NORTH, 1.3 FEET SOUTH OF AN EAST AND WEST FENCE, 1.5
 GK0436'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GK0436'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GK0436
 GK0436                          STATION RECOVERY (1953)
 GK0436
 GK0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GK0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0577 ***********************************************************************
 CA0577  DESIGNATION -  H 261
 CA0577  PID         -  CA0577
 CA0577  STATE/COUNTY-  TX/MCCULLOCH
 CA0577  USGS QUAD   -  MELVIN (1960)
 CA0577
 CA0577                         *CURRENT SURVEY CONTROL
 CA0577  ___________________________________________________________________
 CA0577* NAD 83(1986)-  31 11 42.     (N)    099 34 56.     (W)     SCALED    
 CA0577* NAVD 88     -       570.761  (meters)    1872.57   (feet)  POSTED    
 CA0577  ___________________________________________________________________
 CA0577  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CA0577  DYNAMIC HT  -         569.990 (meters)    1870.04  (feet)  COMP
 CA0577  MODELED GRAV-     979,262.8   (mgal)                       NAVD 88
 CA0577
 CA0577  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CA0577
 CA0577.The horizontal coordinates were scaled from a topographic map and have
 CA0577.an estimated accuracy of +/- 6 seconds.
 CA0577
 CA0577.The orthometric height was determined by differential leveling
 CA0577.and adjusted by the National Geodetic Survey in 1992..
 CA0577.No vertical observational check was made to the station.
 CA0577.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CA0577.was located on a no-check spur therefore a value was not computed.
 CA0577
 CA0577.The geoid height was determined by GEOID03.
 CA0577
 CA0577.The dynamic height is computed by dividing the NAVD 88
 CA0577.geopotential number by the normal gravity value computed on the
 CA0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0577.degrees latitude (g = 980.6199 gals.).
 CA0577
 CA0577.The modeled gravity was interpolated from observed gravity values.
 CA0577
 CA0577;                    North         East    Units  Estimated Accuracy
 CA0577;SPC TX C     - 3,169,670.      771,580.      MT  (+/- 180 meters Scaled)
 CA0577
 CA0577                          SUPERSEDED SURVEY CONTROL
 CA0577
 CA0577  NGVD 29 (??/??/92)  570.69   (m)         1872.3    (f) COMPUTED    1 2
 CA0577
 CA0577.Superseded values are not recommended for survey control.
 CA0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0577.See file dsdata.txt to determine how the superseded data were derived.
 CA0577
 CA0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV445513(NAD 83)
 CA0577_MARKER: DD = SURVEY DISK
 CA0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0577_SP_SET: STEP
 CA0577_STAMPING: H-261 1925
 CA0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0577
 CA0577  HISTORY     - Date     Condition        Report By
 CA0577  HISTORY     - 1925     MONUMENTED       USGS
 CA0577  HISTORY     - 1933     GOOD             NGS
 CA0577  HISTORY     - 1940     MARK NOT FOUND   LOCENG
 CA0577
 CA0577                          STATION DESCRIPTION
 CA0577
 CA0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CA0577'IN MELVIN.
 CA0577'AT EAST ENTRANCE TO HIGHSCHOOL BUILDING.
 CA0577
 CA0577                          STATION RECOVERY (1940)
 CA0577
 CA0577'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 CA0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0380 ***********************************************************************
 DO0380  DESIGNATION -  H 261
 DO0380  PID         -  DO0380
 DO0380  STATE/COUNTY-  TX/WILBARGER
 DO0380  USGS QUAD   -  GRAYBACK (1966)
 DO0380
 DO0380                         *CURRENT SURVEY CONTROL
 DO0380  ___________________________________________________________________
 DO0380* NAD 83(1986)-  33 56 10.     (N)    099 12 05.     (W)     SCALED    
 DO0380* NAVD 88     -       376.260  (meters)    1234.45   (feet)  ADJUSTED  
 DO0380  ___________________________________________________________________
 DO0380  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DO0380  DYNAMIC HT  -         375.837 (meters)    1233.06  (feet)  COMP
 DO0380  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 DO0380
 DO0380  VERT ORDER  -  SECOND    CLASS 0
 DO0380
 DO0380.The horizontal coordinates were scaled from a topographic map and have
 DO0380.an estimated accuracy of +/- 6 seconds.
 DO0380
 DO0380.The orthometric height was determined by differential leveling
 DO0380.and adjusted by the National Geodetic Survey in June 1991..
 DO0380
 DO0380.The geoid height was determined by GEOID03.
 DO0380
 DO0380.The dynamic height is computed by dividing the NAVD 88
 DO0380.geopotential number by the normal gravity value computed on the
 DO0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0380.degrees latitude (g = 980.6199 gals.).
 DO0380
 DO0380.The modeled gravity was interpolated from observed gravity values.
 DO0380
 DO0380;                    North         East    Units  Estimated Accuracy
 DO0380;SPC TXNC     - 2,251,890.      535,160.      MT  (+/- 180 meters Scaled)
 DO0380
 DO0380                          SUPERSEDED SURVEY CONTROL
 DO0380
 DO0380  NGVD 29 (??/??/92)  376.135  (m)         1234.04   (f) ADJ UNCH    2 0
 DO0380
 DO0380.Superseded values are not recommended for survey control.
 DO0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0380.See file dsdata.txt to determine how the superseded data were derived.
 DO0380
 DO0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC813550(NAD 83)
 DO0380_MARKER: DB = BENCH MARK DISK
 DO0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0380_STAMPING: H 261 1934
 DO0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0380+STABILITY: SURFACE MOTION
 DO0380
 DO0380  HISTORY     - Date     Condition        Report By
 DO0380  HISTORY     - 1934     MONUMENTED       CGS
 DO0380  HISTORY     - 1957     GOOD             NGS
 DO0380
 DO0380                          STATION DESCRIPTION
 DO0380
 DO0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0380'15.5 MI S FROM VERNON.
 DO0380'15.5 MILES SOUTH ALONG U. S. HIGHWAY 283 FROM VERNON, WILBARGER
 DO0380'COUNTY, 0.3 MILE NORTH OF A SMALL CUT, 48 FEET WEST OF THE CENTERLINE
 DO0380'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.  NOTE -- IT IS
 DO0380'ABOUT 0.05 MILE NORTH OF THE NORTH ONE OF THREE CONCRETE CULVERTS AND
 DO0380'IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0284 ***********************************************************************
 DN0284  DESIGNATION -  H 263
 DN0284  PID         -  DN0284
 DN0284  STATE/COUNTY-  TX/COLLIN
 DN0284  USGS QUAD   -  CELINA (1960)
 DN0284
 DN0284                         *CURRENT SURVEY CONTROL
 DN0284  ___________________________________________________________________
 DN0284* NAD 83(1986)-  33 16 11.     (N)    096 47 54.     (W)     SCALED    
 DN0284* NAVD 88     -       196.233  (meters)     643.81   (feet)  ADJUSTED  
 DN0284  ___________________________________________________________________
 DN0284  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN0284  DYNAMIC HT  -         196.022 (meters)     643.12  (feet)  COMP
 DN0284  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DN0284
 DN0284  VERT ORDER  -  SECOND    CLASS 0
 DN0284
 DN0284.The horizontal coordinates were scaled from a topographic map and have
 DN0284.an estimated accuracy of +/- 6 seconds.
 DN0284
 DN0284.The orthometric height was determined by differential leveling
 DN0284.and adjusted by the National Geodetic Survey in June 1991..
 DN0284
 DN0284.The geoid height was determined by GEOID03.
 DN0284
 DN0284.The dynamic height is computed by dividing the NAVD 88
 DN0284.geopotential number by the normal gravity value computed on the
 DN0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0284.degrees latitude (g = 980.6199 gals.).
 DN0284
 DN0284.The modeled gravity was interpolated from observed gravity values.
 DN0284
 DN0284;                    North         East    Units  Estimated Accuracy
 DN0284;SPC TXNC     - 2,179,050.      758,520.      MT  (+/- 180 meters Scaled)
 DN0284
 DN0284                          SUPERSEDED SURVEY CONTROL
 DN0284
 DN0284  NGVD 29 (??/??/92)  196.242  (m)          643.84   (f) ADJ UNCH    2 0
 DN0284
 DN0284.Superseded values are not recommended for survey control.
 DN0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0284.See file dsdata.txt to determine how the superseded data were derived.
 DN0284
 DN0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB050833(NAD 83)
 DN0284_MARKER: DB = BENCH MARK DISK
 DN0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0284_STAMPING: H 263 1934
 DN0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0284+STABILITY: SURFACE MOTION
 DN0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0284+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0284
 DN0284  HISTORY     - Date     Condition        Report By
 DN0284  HISTORY     - 1934     MONUMENTED       CGS
 DN0284  HISTORY     - 1952     GOOD             NGS
 DN0284  HISTORY     - 19940707 GOOD             USPSQD
 DN0284  HISTORY     - 20051031 GOOD             BOHAN
 DN0284
 DN0284                          STATION DESCRIPTION
 DN0284
 DN0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0284'2.2 MI N FROM PROSPER.
 DN0284'2.2 MILES NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0284'FROM THE STATION AT PROSPER, 16 FEET WEST OF THE 2ND POLE SOUTH OF
 DN0284'MILEPOST 677-10, 46 FEET WEST OF THE WEST RAIL, 11 FEET SOUTH OF A
 DN0284'FENCE, 1.5 FEET EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET
 DN0284'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 DN0284'GROUND.
 DN0284
 DN0284                          STATION RECOVERY (1994)
 DN0284
 DN0284'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0284'RECOVERED IN GOOD CONDITION.
 DN0284
 DN0284                          STATION RECOVERY (2005)
 DN0284
 DN0284'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0362 ***********************************************************************
 DN0362  DESIGNATION -  H 264
 DN0362  PID         -  DN0362
 DN0362  STATE/COUNTY-  TX/COLLIN
 DN0362  USGS QUAD   -  FRISCO (1981)
 DN0362
 DN0362                         *CURRENT SURVEY CONTROL
 DN0362  ___________________________________________________________________
 DN0362* NAD 83(1986)-  33 09 10.     (N)    096 47 13.     (W)     SCALED    
 DN0362* NAVD 88     -       238.281  (meters)     781.76   (feet)  ADJUSTED  
 DN0362  ___________________________________________________________________
 DN0362  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 DN0362  DYNAMIC HT  -         238.019 (meters)     780.90  (feet)  COMP
 DN0362  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 DN0362
 DN0362  VERT ORDER  -  SECOND    CLASS 0
 DN0362
 DN0362.The horizontal coordinates were scaled from a topographic map and have
 DN0362.an estimated accuracy of +/- 6 seconds.
 DN0362
 DN0362.The orthometric height was determined by differential leveling
 DN0362.and adjusted by the National Geodetic Survey in June 1991..
 DN0362.WARNING-Repeat measurements at this control monument indicate possible
 DN0362.vertical movement.
 DN0362
 DN0362.The geoid height was determined by GEOID03.
 DN0362
 DN0362.The dynamic height is computed by dividing the NAVD 88
 DN0362.geopotential number by the normal gravity value computed on the
 DN0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0362.degrees latitude (g = 980.6199 gals.).
 DN0362
 DN0362.The modeled gravity was interpolated from observed gravity values.
 DN0362
 DN0362;                    North         East    Units  Estimated Accuracy
 DN0362;SPC TXNC     - 2,166,100.      759,790.      MT  (+/- 180 meters Scaled)
 DN0362
 DN0362                          SUPERSEDED SURVEY CONTROL
 DN0362
 DN0362  NGVD 29 (??/??/92)  238.297  (m)          781.81   (f) ADJ UNCH    2 0
 DN0362
 DN0362.Superseded values are not recommended for survey control.
 DN0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0362.See file dsdata.txt to determine how the superseded data were derived.
 DN0362
 DN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB063704(NAD 83)
 DN0362_MARKER: DB = BENCH MARK DISK
 DN0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0362_STAMPING: H 264 1934
 DN0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0362+STABILITY: SURFACE MOTION
 DN0362
 DN0362  HISTORY     - Date     Condition        Report By
 DN0362  HISTORY     - 1934     MONUMENTED       CGS
 DN0362  HISTORY     - 1954     GOOD             NGS
 DN0362  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 DN0362  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0362
 DN0362                          STATION DESCRIPTION
 DN0362
 DN0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0362'2.4 MI E FROM FRISCO.
 DN0362'1.5 MILES EAST ALONG STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0362'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, THENCE 0.9 MILE EAST
 DN0362'ALONG FARM ROAD 720, 40 FEET NORTH OF THE CENTER LINE OF THE FARM
 DN0362'ROAD, 0.1 MILE EAST OF A DRIVEWAY LEADING NORTH, 2 FEET EAST OF A
 DN0362'FENCE CORNER, 4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 DN0362'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 DN0362
 DN0362                          STATION RECOVERY (1991)
 DN0362
 DN0362'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0362'MARK NOT FOUND.
 DN0362
 DN0362                          STATION RECOVERY (2005)
 DN0362
 DN0362'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0726 ***********************************************************************
 CS0726  DESIGNATION -  H 266
 CS0726  PID         -  CS0726
 CS0726  STATE/COUNTY-  TX/ELLIS
 CS0726  USGS QUAD   -  MERTENS (1965)
 CS0726
 CS0726                         *CURRENT SURVEY CONTROL
 CS0726  ___________________________________________________________________
 CS0726* NAD 83(1986)-  32 05 30.     (N)    096 53 44.     (W)     SCALED    
 CS0726* NAVD 88     -       167.655  (meters)     550.05   (feet)  ADJUSTED  
 CS0726  ___________________________________________________________________
 CS0726  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CS0726  DYNAMIC HT  -         167.453 (meters)     549.39  (feet)  COMP
 CS0726  MODELED GRAV-     979,434.7   (mgal)                       NAVD 88
 CS0726
 CS0726  VERT ORDER  -  SECOND    CLASS 0
 CS0726
 CS0726.The horizontal coordinates were scaled from a topographic map and have
 CS0726.an estimated accuracy of +/- 6 seconds.
 CS0726
 CS0726.The orthometric height was determined by differential leveling
 CS0726.and adjusted by the National Geodetic Survey in June 1991..
 CS0726
 CS0726.The geoid height was determined by GEOID03.
 CS0726
 CS0726.The dynamic height is computed by dividing the NAVD 88
 CS0726.geopotential number by the normal gravity value computed on the
 CS0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0726.degrees latitude (g = 980.6199 gals.).
 CS0726
 CS0726.The modeled gravity was interpolated from observed gravity values.
 CS0726
 CS0726;                    North         East    Units  Estimated Accuracy
 CS0726;SPC TXNC     - 2,048,290.      751,450.      MT  (+/- 180 meters Scaled)
 CS0726
 CS0726                          SUPERSEDED SURVEY CONTROL
 CS0726
 CS0726  NGVD 29 (??/??/92)  167.624  (m)          549.95   (f) ADJ UNCH    2 0
 CS0726
 CS0726.Superseded values are not recommended for survey control.
 CS0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0726.See file dsdata.txt to determine how the superseded data were derived.
 CS0726
 CS0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA985525(NAD 83)
 CS0726_MARKER: DB = BENCH MARK DISK
 CS0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0726_STAMPING: H 266 1934
 CS0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0726+STABILITY: SURFACE MOTION
 CS0726
 CS0726  HISTORY     - Date     Condition        Report By
 CS0726  HISTORY     - 1934     MONUMENTED       CGS
 CS0726  HISTORY     - 1948     GOOD             NGS
 CS0726
 CS0726                          STATION DESCRIPTION
 CS0726
 CS0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0726'2.3 MI N FROM MERTENS.
 CS0726'2.3 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 CS0726'THE STATION AT MERTENS, ABOUT 0.5 MILE NORTH OF MILEPOST NO. 215, 5
 CS0726'1/2 RAILS NORTH OF A PRIVATE ROAD CROSSING, 33.0 FEET WEST OF THE WEST
 CS0726'RAIL OF THE TRACK, 4.0 FEET NORTHEAST OF POLE NO. 215-12 WHICH IS THE
 CS0726'SECOND POLE NORTH OF THE CROSSING, 5.0 FEET NORTH OF A REFERENCE POST,
 CS0726'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 CS0726'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0527 ***********************************************************************
 DO0527  DESIGNATION -  H 266
 DO0527  PID         -  DO0527
 DO0527  STATE/COUNTY-  TX/STONEWALL
 DO0527  USGS QUAD   -  SAGERTON (1964)
 DO0527
 DO0527                         *CURRENT SURVEY CONTROL
 DO0527  ___________________________________________________________________
 DO0527* NAD 83(1986)-  33 06 41.     (N)    099 59 44.     (W)     SCALED    
 DO0527* NAVD 88     -       489.631  (meters)    1606.40   (feet)  ADJUSTED  
 DO0527  ___________________________________________________________________
 DO0527  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DO0527  DYNAMIC HT  -         489.016 (meters)    1604.38  (feet)  COMP
 DO0527  MODELED GRAV-     979,367.3   (mgal)                       NAVD 88
 DO0527
 DO0527  VERT ORDER  -  SECOND    CLASS 0
 DO0527
 DO0527.The horizontal coordinates were scaled from a topographic map and have
 DO0527.an estimated accuracy of +/- 6 seconds.
 DO0527
 DO0527.The orthometric height was determined by differential leveling
 DO0527.and adjusted by the National Geodetic Survey in June 1991..
 DO0527
 DO0527.The geoid height was determined by GEOID03.
 DO0527
 DO0527.The dynamic height is computed by dividing the NAVD 88
 DO0527.geopotential number by the normal gravity value computed on the
 DO0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0527.degrees latitude (g = 980.6199 gals.).
 DO0527
 DO0527.The modeled gravity was interpolated from observed gravity values.
 DO0527
 DO0527;                    North         East    Units  Estimated Accuracy
 DO0527;SPC TXNC     - 2,161,200.      460,430.      MT  (+/- 180 meters Scaled)
 DO0527
 DO0527                          SUPERSEDED SURVEY CONTROL
 DO0527
 DO0527  NGVD 29 (??/??/92)  489.455  (m)         1605.82   (f) ADJ UNCH    2 0
 DO0527
 DO0527.Superseded values are not recommended for survey control.
 DO0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0527.See file dsdata.txt to determine how the superseded data were derived.
 DO0527
 DO0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB071640(NAD 83)
 DO0527_MARKER: DD = SURVEY DISK
 DO0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0527_STAMPING: H 266 1925
 DO0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0527+STABILITY: SURFACE MOTION
 DO0527
 DO0527  HISTORY     - Date     Condition        Report By
 DO0527  HISTORY     - 1925     MONUMENTED       USGS
 DO0527  HISTORY     - 1958     GOOD             NGS
 DO0527
 DO0527                          STATION DESCRIPTION
 DO0527
 DO0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0527'3.8 MI SE FROM OLD GLORY.
 DO0527'IN HASKELL COUNTY, 3.8 MILES SOUTHEAST ALONG THE WICHITA VALLEY
 DO0527'RAILWAY FROM OLD GLORY, STONEWALL COUNTY, 3.1 MILES NORTHWEST OF
 DO0527'SAGERTON, HASKELL COUNTY, AT THE NORTHEAST CORNER OF AN OVERHEAD
 DO0527'CROSSING IN T-ANGLE OF THE RIGHT-OF-WAY FENCE, 3 FEET FROM EACH FENCE,
 DO0527'AND 12 FEET HIGHER THAN THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD
 DO0527'DISK, STAMPED H 266 1925 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 DO0527'THIS MARK IS IN STONEWALL COUNTY INSTEAD OF HASKELL COUNTY AS
 DO0527'ORIGINALLY DESCRIBED.  IT IS AT A ROAD CROSSING ABOUT 1 MILE WEST OF
 DO0527'THE BRAZOS RIVER AND 0.5 MILE WEST OF THE COUNTY LINE. THE OVERHEAD
 DO0527'CROSSING HAS BEEN REMOVED AND MARK WAS FOUND ON TOP OF THE BANK AT THE
 DO0527'NORTHEAST ANGLE OF THE INTERSECTION OF ROAD AND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0783 ***********************************************************************
 CR0783  DESIGNATION -  H 268
 CR0783  PID         -  CR0783
 CR0783  STATE/COUNTY-  TX/HENDERSON
 CR0783  USGS QUAD   -  MURCHISON EAST (1984)
 CR0783
 CR0783                         *CURRENT SURVEY CONTROL
 CR0783  ___________________________________________________________________
 CR0783* NAD 83(1986)-  32 17 58.     (N)    095 39 52.     (W)     SCALED    
 CR0783* NAVD 88     -       124.781  (meters)     409.39   (feet)  ADJUSTED  
 CR0783  ___________________________________________________________________
 CR0783  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0783  DYNAMIC HT  -         124.635 (meters)     408.91  (feet)  COMP
 CR0783  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 CR0783
 CR0783  VERT ORDER  -  SECOND    CLASS 0
 CR0783
 CR0783.The horizontal coordinates were scaled from a topographic map and have
 CR0783.an estimated accuracy of +/- 6 seconds.
 CR0783
 CR0783.The orthometric height was determined by differential leveling
 CR0783.and adjusted by the National Geodetic Survey in June 1991..
 CR0783
 CR0783.The geoid height was determined by GEOID03.
 CR0783
 CR0783.The dynamic height is computed by dividing the NAVD 88
 CR0783.geopotential number by the normal gravity value computed on the
 CR0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0783.degrees latitude (g = 980.6199 gals.).
 CR0783
 CR0783.The modeled gravity was interpolated from observed gravity values.
 CR0783
 CR0783;                    North         East    Units  Estimated Accuracy
 CR0783;SPC TXNC     - 2,073,770.      867,020.      MT  (+/- 180 meters Scaled)
 CR0783
 CR0783                          SUPERSEDED SURVEY CONTROL
 CR0783
 CR0783  NGVD 29 (??/??/92)  124.804  (m)          409.46   (f) ADJ UNCH    2 0
 CR0783
 CR0783.Superseded values are not recommended for survey control.
 CR0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0783.See file dsdata.txt to determine how the superseded data were derived.
 CR0783
 CR0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR491767(NAD 83)
 CR0783_MARKER: DB = BENCH MARK DISK
 CR0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0783_STAMPING: H 268 1934
 CR0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0783+STABILITY: SURFACE MOTION
 CR0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0783+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR0783
 CR0783  HISTORY     - Date     Condition        Report By
 CR0783  HISTORY     - 1934     MONUMENTED       CGS
 CR0783  HISTORY     - 1946     GOOD             NGS
 CR0783  HISTORY     - 1978     GOOD             USGS
 CR0783  HISTORY     - 20040605 GOOD             USPSQD
 CR0783
 CR0783                          STATION DESCRIPTION
 CR0783
 CR0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0783'1.0 MI E FROM OPELIKA.
 CR0783'1 MI E OF AND ALONG THE ST. L AND S W R R 15 YARDS S OF TRACK.  3 FEET
 CR0783'S OF FENCE.  45 FEET E OF PRIVATE ROAD CROSSING.  364 YARDS E OF MILE
 CR0783'POST 570.
 CR0783
 CR0783                          STATION RECOVERY (1946)
 CR0783
 CR0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CR0783'RECOVERED IN GOOD CONDITION.
 CR0783
 CR0783                          STATION RECOVERY (1978)
 CR0783
 CR0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0783'.6 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY OF TEXAS FROM
 CR0783'THE INTERSECTION OF A BLACK TOP ROAD AND RAIL ROAD AT THE OPELIKA
 CR0783'BAPTIST CHURCH, HENDERSON COUNTY, 95 YARDS EAST OF MILE POST 570, AT
 CR0783'A DIM TRAIL LEADING SE, 45 FEET EAST OF ROAD, 47 FEET SOUTH OF TRACK,
 CR0783'AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED
 CR0783'H 268 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CR0783
 CR0783                          STATION RECOVERY (2004)
 CR0783
 CR0783'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0462 ***********************************************************************
 DO0462  DESIGNATION -  H 268
 DO0462  PID         -  DO0462
 DO0462  STATE/COUNTY-  TX/HASKELL
 DO0462  USGS QUAD   -  SAGERTON (1964)
 DO0462
 DO0462                         *CURRENT SURVEY CONTROL
 DO0462  ___________________________________________________________________
 DO0462* NAD 83(1986)-  33 02 28.     (N)    099 58 35.     (W)     SCALED    
 DO0462* NAVD 88     -       497.945  (meters)    1633.67   (feet)  ADJUSTED  
 DO0462  ___________________________________________________________________
 DO0462  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DO0462  DYNAMIC HT  -         497.314 (meters)    1631.60  (feet)  COMP
 DO0462  MODELED GRAV-     979,356.1   (mgal)                       NAVD 88
 DO0462
 DO0462  VERT ORDER  -  FIRST     CLASS II
 DO0462
 DO0462.The horizontal coordinates were scaled from a topographic map and have
 DO0462.an estimated accuracy of +/- 6 seconds.
 DO0462
 DO0462.The orthometric height was determined by differential leveling
 DO0462.and adjusted by the National Geodetic Survey in June 1991..
 DO0462
 DO0462.The geoid height was determined by GEOID03.
 DO0462
 DO0462.The dynamic height is computed by dividing the NAVD 88
 DO0462.geopotential number by the normal gravity value computed on the
 DO0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0462.degrees latitude (g = 980.6199 gals.).
 DO0462
 DO0462.The modeled gravity was interpolated from observed gravity values.
 DO0462
 DO0462;                    North         East    Units  Estimated Accuracy
 DO0462;SPC TXNC     - 2,153,380.      462,110.      MT  (+/- 180 meters Scaled)
 DO0462
 DO0462                          SUPERSEDED SURVEY CONTROL
 DO0462
 DO0462  NGVD 29 (??/??/92)  497.765  (m)         1633.08   (f) ADJ UNCH    1 2
 DO0462
 DO0462.Superseded values are not recommended for survey control.
 DO0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0462.See file dsdata.txt to determine how the superseded data were derived.
 DO0462
 DO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB088562(NAD 83)
 DO0462_MARKER: DD = SURVEY DISK
 DO0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0462_STAMPING: 1633.084 H 268 1925
 DO0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0462+STABILITY: SURFACE MOTION
 DO0462
 DO0462  HISTORY     - Date     Condition        Report By
 DO0462  HISTORY     - 1925     MONUMENTED       USGS
 DO0462  HISTORY     - 1958     GOOD             NGS
 DO0462
 DO0462                          STATION DESCRIPTION
 DO0462
 DO0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0462'2.1 MI S FROM SAGERTON.
 DO0462'2.1 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0462'SAGERTON, HASKELL COUNTY, 500 FEET SOUTH OF MILEPOST 591, AT THE
 DO0462'NORTHEAST CORNER OF A ROAD CROSSING, IN THE SOUTHEAST CORNER OF A
 DO0462'T-ANGLE IN A FENCE LINE, AND 3 FEET EAST OF A POINT 8 FEET SOUTH OF A
 DO0462'FENCE CORNER.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 DO0462'1633.084 H 268 1925 B 25 AND SET IN THE TOP OF A CONCRETE POST. NOTE-
 DO0462'THE ROAD CROSSING HAS BEEN DISCONTINUED.  THE MARK IS 3 FEET SOUTH OF
 DO0462'A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1842 ***********************************************************************
 CS1842  DESIGNATION -  H 269
 CS1842  PID         -  CS1842
 CS1842  STATE/COUNTY-  TX/DALLAS
 CS1842  USGS QUAD   -  ARLINGTON (1981)
 CS1842
 CS1842                         *CURRENT SURVEY CONTROL
 CS1842  ___________________________________________________________________
 CS1842* NAD 83(1986)-  32 44 41.     (N)    097 00 11.     (W)     SCALED    
 CS1842* NAVD 88     -       161.501  (meters)     529.86   (feet)  ADJUSTED  
 CS1842  ___________________________________________________________________
 CS1842  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CS1842  DYNAMIC HT  -         161.315 (meters)     529.25  (feet)  COMP
 CS1842  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 CS1842
 CS1842  VERT ORDER  -  FIRST     CLASS II
 CS1842
 CS1842.The horizontal coordinates were scaled from a topographic map and have
 CS1842.an estimated accuracy of +/- 6 seconds.
 CS1842
 CS1842.The orthometric height was determined by differential leveling
 CS1842.and adjusted by the National Geodetic Survey in June 1991..
 CS1842.WARNING-Repeat measurements at this control monument indicate possible
 CS1842.vertical movement.
 CS1842
 CS1842.The geoid height was determined by GEOID03.
 CS1842
 CS1842.The dynamic height is computed by dividing the NAVD 88
 CS1842.geopotential number by the normal gravity value computed on the
 CS1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1842.degrees latitude (g = 980.6199 gals.).
 CS1842
 CS1842.The modeled gravity was interpolated from observed gravity values.
 CS1842
 CS1842;                    North         East    Units  Estimated Accuracy
 CS1842;SPC TXNC     - 2,120,550.      740,280.      MT  (+/- 180 meters Scaled)
 CS1842
 CS1842                          SUPERSEDED SURVEY CONTROL
 CS1842
 CS1842  NGVD 29 (??/??/92)  161.516  (m)          529.91   (f) ADJ UNCH    1 2
 CS1842
 CS1842.Superseded values are not recommended for survey control.
 CS1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1842.See file dsdata.txt to determine how the superseded data were derived.
 CS1842
 CS1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB870247(NAD 83)
 CS1842_MARKER: DB = BENCH MARK DISK
 CS1842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1842_SP_SET: CONCRETE WALL
 CS1842_STAMPING: H 269 1934
 CS1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1842
 CS1842  HISTORY     - Date     Condition        Report By
 CS1842  HISTORY     - 1934     MONUMENTED       CGS
 CS1842  HISTORY     - 1966     GOOD             NGS
 CS1842  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 CS1842
 CS1842                          STATION DESCRIPTION
 CS1842
 CS1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS1842'IN GRAND PRAIRIE.
 CS1842'AT GRAND PRAIRIE AND ALONG THE T P R R.  VERTICAL MARK IN T P DEPOT AT
 CS1842'GRAND PRAIRIE.  IN S WALL OF SW CORNER.  1 FOOT ABOVE GROUND.  22 FEET
 CS1842'N OF MAIN TRACK.
 CS1842
 CS1842                          STATION RECOVERY (1966)
 CS1842
 CS1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1842'RECOVERED IN GOOD CONDITION.
 CS1842
 CS1842                          STATION RECOVERY (1981)
 CS1842
 CS1842'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CS1842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0707 ***********************************************************************
 CT0707  DESIGNATION -  H 269
 CT0707  PID         -  CT0707
 CT0707  STATE/COUNTY-  TX/STONEWALL
 CT0707  USGS QUAD   -  TUXEDO (1981)
 CT0707
 CT0707                         *CURRENT SURVEY CONTROL
 CT0707  ___________________________________________________________________
 CT0707* NAD 83(1986)-  32 59 54.     (N)    099 59 36.     (W)     SCALED    
 CT0707* NAVD 88     -       500.095  (meters)    1640.73   (feet)  ADJUSTED  
 CT0707  ___________________________________________________________________
 CT0707  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CT0707  DYNAMIC HT  -         499.457 (meters)    1638.64  (feet)  COMP
 CT0707  MODELED GRAV-     979,348.6   (mgal)                       NAVD 88
 CT0707
 CT0707  VERT ORDER  -  FIRST     CLASS II
 CT0707
 CT0707.The horizontal coordinates were scaled from a topographic map and have
 CT0707.an estimated accuracy of +/- 6 seconds.
 CT0707
 CT0707.The orthometric height was determined by differential leveling
 CT0707.and adjusted by the National Geodetic Survey in June 1991..
 CT0707
 CT0707.The geoid height was determined by GEOID03.
 CT0707
 CT0707.The dynamic height is computed by dividing the NAVD 88
 CT0707.geopotential number by the normal gravity value computed on the
 CT0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0707.degrees latitude (g = 980.6199 gals.).
 CT0707
 CT0707.The modeled gravity was interpolated from observed gravity values.
 CT0707
 CT0707;                    North         East    Units  Estimated Accuracy
 CT0707;SPC TXNC     - 2,148,660.      460,460.      MT  (+/- 180 meters Scaled)
 CT0707
 CT0707                          SUPERSEDED SURVEY CONTROL
 CT0707
 CT0707  NGVD 29 (??/??/92)  499.911  (m)         1640.12   (f) ADJ UNCH    1 2
 CT0707
 CT0707.Superseded values are not recommended for survey control.
 CT0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0707.See file dsdata.txt to determine how the superseded data were derived.
 CT0707
 CT0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB072515(NAD 83)
 CT0707_MARKER: DB = BENCH MARK DISK
 CT0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0707_STAMPING: 1640.125 H 269 1925
 CT0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0707+STABILITY: SURFACE MOTION
 CT0707
 CT0707  HISTORY     - Date     Condition        Report By
 CT0707  HISTORY     - 1925     MONUMENTED       USGS
 CT0707  HISTORY     - 1958     GOOD             NGS
 CT0707
 CT0707                          STATION DESCRIPTION
 CT0707
 CT0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0707'5.2 MI S FROM SAGERTON.
 CT0707'IN STONEWALL COUNTY, 5.2 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE
 CT0707'RAILWAY FROM SAGERTON, HASKELL COUNTY, AT MILEAGE 594.2, 0.55 MILES
 CT0707'SOUTH OF THE STONEWALL-HASKELL COUNTY LINE, EAST OF THE TRACK, ON THE
 CT0707'EDGE OF A ROAD, AND 2 FEET EAST OF A FENCE LINE. A U.S. GEOLOGICAL
 CT0707'SURVEY STANDARD DISK, STAMPED 1640.125 H 269 1925 AND SET IN THE TOP
 CT0707'OF A CONCRETE POST.  NOTE-- MARK IS 20 FEET EAST OF CENTERLINE OF
 CT0707'NORTH-SOUTH ROAD AND 2 FEET EAST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2549 ***********************************************************************
 CS2549  DESIGNATION -  H 269 RESET
 CS2549  PID         -  CS2549
 CS2549  STATE/COUNTY-  TX/DALLAS
 CS2549  USGS QUAD   -  ARLINGTON (1981)
 CS2549
 CS2549                         *CURRENT SURVEY CONTROL
 CS2549  ___________________________________________________________________
 CS2549* NAD 83(1986)-  32 44 42.     (N)    097 00 12.     (W)     SCALED    
 CS2549* NAVD 88     -       161.117  (meters)     528.60   (feet)  ADJUSTED  
 CS2549  ___________________________________________________________________
 CS2549  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CS2549  DYNAMIC HT  -         160.931 (meters)     527.99  (feet)  COMP
 CS2549  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 CS2549
 CS2549  VERT ORDER  -  FIRST     CLASS II
 CS2549
 CS2549.The horizontal coordinates were scaled from a topographic map and have
 CS2549.an estimated accuracy of +/- 6 seconds.
 CS2549
 CS2549.The orthometric height was determined by differential leveling
 CS2549.and adjusted by the National Geodetic Survey in June 1991..
 CS2549
 CS2549.The geoid height was determined by GEOID03.
 CS2549
 CS2549.The dynamic height is computed by dividing the NAVD 88
 CS2549.geopotential number by the normal gravity value computed on the
 CS2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2549.degrees latitude (g = 980.6199 gals.).
 CS2549
 CS2549.The modeled gravity was interpolated from observed gravity values.
 CS2549
 CS2549;                    North         East    Units  Estimated Accuracy
 CS2549;SPC TXNC     - 2,120,580.      740,250.      MT  (+/- 180 meters Scaled)
 CS2549
 CS2549                          SUPERSEDED SURVEY CONTROL
 CS2549
 CS2549.No superseded survey control is available for this station.
 CS2549
 CS2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB870247(NAD 83)
 CS2549_MARKER: DB = BENCH MARK DISK
 CS2549_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS2549_SP_SET: HEADWALL
 CS2549_STAMPING: H 269 RESET 1969
 CS2549_MARK LOGO: CGS   
 CS2549_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2549+STABILITY: SURFACE MOTION
 CS2549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2549+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 CS2549
 CS2549  HISTORY     - Date     Condition        Report By
 CS2549  HISTORY     - 1969     MONUMENTED       CGS
 CS2549  HISTORY     - 1986     GOOD             NGS
 CS2549  HISTORY     - 19941003 GOOD             NGS
 CS2549  HISTORY     - 20020811 GOOD             GEOCAC
 CS2549
 CS2549                          STATION DESCRIPTION
 CS2549
 CS2549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2549'IN GRAND PRAIRIE.
 CS2549'IN GRAND PRAIRIE, AT THE INTERSECTION OF SOUTH CENTER STREET AND THE
 CS2549'MISSOURI PACIFIC RAILROAD, IN THE NORTHWEST CORNER OF THE CONCRETE
 CS2549'FOUNDATION OF A STORM DRAIN, 26.7 M (87.6 FT) NORTH OF THE NEAR RAIL,
 CS2549'11.3 M (37.1 FT) EAST OF THE CENTERLINE OF THE STREET, AND 2.2 M (7.2
 CS2549'FT) SOUTH OF A STREET LAMP POLE.
 CS2549'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CS2549
 CS2549                          STATION RECOVERY (1994)
 CS2549
 CS2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 CS2549'IN GRAND PRAIRIE, AT THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD
 CS2549'AND SOUTH CENTER STREET, NEAR THE NORTHEAST CORNER OF THE CONCRETE
 CS2549'HEADWALL OF A CATCH BASIN, 28.6 M (93.8 FT) NORTH OF THE NEAR RAIL,
 CS2549'10.0 M (32.8 FT) EAST OF THE STREET CENTERLINE, 2.0 M (6.6 FT) SOUTH
 CS2549'OF A UTILITY LIGHT POLE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 CS2549'STREET.
 CS2549
 CS2549                          STATION RECOVERY (2002)
 CS2549
 CS2549'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0070 ***********************************************************************
 CU0070  DESIGNATION -  H 270 A
 CU0070  PID         -  CU0070
 CU0070  STATE/COUNTY-  TX/HASKELL
 CU0070  USGS QUAD   -  HAMLIN NE (1965)
 CU0070
 CU0070                         *CURRENT SURVEY CONTROL
 CU0070  ___________________________________________________________________
 CU0070* NAD 83(1986)-  32 55 37.     (N)    100 03 21.     (W)     SCALED    
 CU0070* NAVD 88     -       515.330  (meters)    1690.71   (feet)  ADJUSTED  
 CU0070  ___________________________________________________________________
 CU0070  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CU0070  DYNAMIC HT  -         514.670 (meters)    1688.55  (feet)  COMP
 CU0070  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 CU0070
 CU0070  VERT ORDER  -  FIRST     CLASS II
 CU0070
 CU0070.The horizontal coordinates were scaled from a topographic map and have
 CU0070.an estimated accuracy of +/- 6 seconds.
 CU0070
 CU0070.The orthometric height was determined by differential leveling
 CU0070.and adjusted by the National Geodetic Survey in June 1991..
 CU0070
 CU0070.The geoid height was determined by GEOID03.
 CU0070
 CU0070.The dynamic height is computed by dividing the NAVD 88
 CU0070.geopotential number by the normal gravity value computed on the
 CU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0070.degrees latitude (g = 980.6199 gals.).
 CU0070
 CU0070.The modeled gravity was interpolated from observed gravity values.
 CU0070
 CU0070;                    North         East    Units  Estimated Accuracy
 CU0070;SPC TXNC     - 2,140,830.      454,510.      MT  (+/- 180 meters Scaled)
 CU0070
 CU0070                          SUPERSEDED SURVEY CONTROL
 CU0070
 CU0070  NGVD 29 (??/??/92)  515.14   (m)         1690.1    (f) COMPUTED    1 2
 CU0070
 CU0070.Superseded values are not recommended for survey control.
 CU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0070.See file dsdata.txt to determine how the superseded data were derived.
 CU0070
 CU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB012436(NAD 83)
 CU0070_MARKER: DD = SURVEY DISK
 CU0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0070_SP_SET: MONUMENT
 CU0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0070
 CU0070  HISTORY     - Date     Condition        Report By
 CU0070  HISTORY     - UNK      MONUMENTED       USGS
 CU0070  HISTORY     - 1933     GOOD             NGS
 CU0070  HISTORY     - 1948     MARK NOT FOUND   LOCSUR
 CU0070
 CU0070                          STATION DESCRIPTION
 CU0070
 CU0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CU0070'5.5 MI N FROM HAMLIN.
 CU0070'5.5 MILES NORTH OF, EAST OF CENTERLINE OF TRACK 60 FEET AND NORTH OF
 CU0070'ROAD CROSSING TRACK, IN FENCE CORNER 4 FEET FROM EACH FENCE LINE.
 CU0070
 CU0070                          STATION RECOVERY (1948)
 CU0070
 CU0070'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948
 CU0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0074 ***********************************************************************
 CU0074  DESIGNATION -  H 270 USGS
 CU0074  PID         -  CU0074
 CU0074  STATE/COUNTY-  TX/JONES
 CU0074  USGS QUAD   -  HAMLIN NE (1965)
 CU0074
 CU0074                         *CURRENT SURVEY CONTROL
 CU0074  ___________________________________________________________________
 CU0074* NAD 83(1986)-  32 57 33.     (N)    100 01 12.     (W)     SCALED    
 CU0074* NAVD 88     -       506.390  (meters)    1661.38   (feet)  ADJUSTED  
 CU0074  ___________________________________________________________________
 CU0074  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CU0074  DYNAMIC HT  -         505.744 (meters)    1659.26  (feet)  COMP
 CU0074  MODELED GRAV-     979,347.7   (mgal)                       NAVD 88
 CU0074
 CU0074  VERT ORDER  -  FIRST     CLASS II
 CU0074
 CU0074.The horizontal coordinates were scaled from a topographic map and have
 CU0074.an estimated accuracy of +/- 6 seconds.
 CU0074
 CU0074.The orthometric height was determined by differential leveling
 CU0074.and adjusted by the National Geodetic Survey in June 1991..
 CU0074
 CU0074.The geoid height was determined by GEOID03.
 CU0074
 CU0074.The dynamic height is computed by dividing the NAVD 88
 CU0074.geopotential number by the normal gravity value computed on the
 CU0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0074.degrees latitude (g = 980.6199 gals.).
 CU0074
 CU0074.The modeled gravity was interpolated from observed gravity values.
 CU0074
 CU0074;                    North         East    Units  Estimated Accuracy
 CU0074;SPC TXNC     - 2,144,350.      457,910.      MT  (+/- 180 meters Scaled)
 CU0074
 CU0074                          SUPERSEDED SURVEY CONTROL
 CU0074
 CU0074  NGVD 29 (??/??/92)  506.20   (m)         1660.8    (f) COMPUTED    1 2
 CU0074
 CU0074.Superseded values are not recommended for survey control.
 CU0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0074.See file dsdata.txt to determine how the superseded data were derived.
 CU0074
 CU0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB046472(NAD 83)
 CU0074_MARKER: DD = SURVEY DISK
 CU0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0074_STAMPING: H 270 1925
 CU0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0074+STABILITY: SURFACE MOTION
 CU0074
 CU0074  HISTORY     - Date     Condition        Report By
 CU0074  HISTORY     - 1925     MONUMENTED       USGS
 CU0074  HISTORY     - 1958     GOOD             NGS
 CU0074
 CU0074                          STATION DESCRIPTION
 CU0074
 CU0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0074'8.3 MI S FROM SAGERTON.
 CU0074'IN STONEWALL COUNTY, 8.3 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE
 CU0074'RAILWAY FROM SAGERTON, HASKELL COUNTY, 1/3 MILE SOUTH OF MILEPOST 597,
 CU0074'NORTHEAST OF THE SECTION HOUSE AT PASTURA, EAST OF THE TRACK, AT THE
 CU0074'EAST SIDE OF A DIRT ROAD, AND 12 FEET NORTH OF A POINT 2 FEET WEST OF
 CU0074'A FENCE CORNER.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED H
 CU0074'270 1925 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE ORIGINAL
 CU0074'DESCRIPTION STATED THAT THIS MARK WAS IN STONEWALL COUNTY BUT IT
 CU0074'APPEARS TO BE IN JONES COUNTY.  THE SECTION HOUSE AT PASTURA IS GONE.
 CU0074'THE MARK WAS RECOVERED ABOUT 150 FEET SOUTH OF ROAD FORKS, ON EAST
 CU0074'SIDE OF NORTH-SOUTH ROAD AND 3 FEET EAST OF EAST RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0431 ***********************************************************************
 DO0431  DESIGNATION -  H 271
 DO0431  PID         -  DO0431
 DO0431  STATE/COUNTY-  TX/THROCKMORTON
 DO0431  USGS QUAD   -  WESTOVER SW (1981)
 DO0431
 DO0431                         *CURRENT SURVEY CONTROL
 DO0431  ___________________________________________________________________
 DO0431* NAD 83(1986)-  33 17 15.     (N)    099 11 53.     (W)     SCALED    
 DO0431* NAVD 88     -       411.544  (meters)    1350.21   (feet)  ADJUSTED  
 DO0431  ___________________________________________________________________
 DO0431  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DO0431  DYNAMIC HT  -         411.055 (meters)    1348.60  (feet)  COMP
 DO0431  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 DO0431
 DO0431  VERT ORDER  -  SECOND    CLASS 0
 DO0431
 DO0431.The horizontal coordinates were scaled from a topographic map and have
 DO0431.an estimated accuracy of +/- 6 seconds.
 DO0431
 DO0431.The orthometric height was determined by differential leveling
 DO0431.and adjusted by the National Geodetic Survey in June 1991..
 DO0431
 DO0431.The geoid height was determined by GEOID03.
 DO0431
 DO0431.The dynamic height is computed by dividing the NAVD 88
 DO0431.geopotential number by the normal gravity value computed on the
 DO0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0431.degrees latitude (g = 980.6199 gals.).
 DO0431
 DO0431.The modeled gravity was interpolated from observed gravity values.
 DO0431
 DO0431;                    North         East    Units  Estimated Accuracy
 DO0431;SPC TXNC     - 2,179,950.      534,990.      MT  (+/- 180 meters Scaled)
 DO0431
 DO0431                          SUPERSEDED SURVEY CONTROL
 DO0431
 DO0431  NGVD 29 (??/??/92)  411.422  (m)         1349.81   (f) ADJ UNCH    2 0
 DO0431
 DO0431.Superseded values are not recommended for survey control.
 DO0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0431.See file dsdata.txt to determine how the superseded data were derived.
 DO0431
 DO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB815831(NAD 83)
 DO0431_MARKER: DB = BENCH MARK DISK
 DO0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0431_SP_SET: CULVERT
 DO0431_STAMPING: H-271 1934
 DO0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0431
 DO0431  HISTORY     - Date     Condition        Report By
 DO0431  HISTORY     - 1934     MONUMENTED       CGS
 DO0431  HISTORY     - 1965     GOOD             USGS
 DO0431
 DO0431                          STATION DESCRIPTION
 DO0431
 DO0431'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0431'22.72 MI SW FROM SEYMOUR.
 DO0431'22.72 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 283 FROM THE COURT HOUSE
 DO0431'IN SEYMOUR, TEXAS.  8.23 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 283
 DO0431'FROM THE JUNCTION OF U.S. 283 AND STATE NO. 24 IN THROCKMORTON, TEXAS.
 DO0431'ABOUT 550 FEET SOUTH OF OIL STORAGE TANKS, 153 FEET EAST OF CENTER
 DO0431'LINE OF HIGHWAY, 181 FEET NORTHEAST OF A SMALL CONCRETE CULVERT. A
 DO0431'STANDARD DISK SET IN A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0062 ***********************************************************************
 CU0062  DESIGNATION -  H 272
 CU0062  PID         -  CU0062
 CU0062  STATE/COUNTY-  TX/JONES
 CU0062  USGS QUAD   -  HAMLIN NW (1965)
 CU0062
 CU0062                         *CURRENT SURVEY CONTROL
 CU0062  ___________________________________________________________________
 CU0062* NAD 83(1986)-  32 52 41.     (N)    100 07 32.     (W)     SCALED    
 CU0062* NAVD 88     -       523.915  (meters)    1718.88   (feet)  ADJUSTED  
 CU0062  ___________________________________________________________________
 CU0062  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CU0062  DYNAMIC HT  -         523.242 (meters)    1716.67  (feet)  COMP
 CU0062  MODELED GRAV-     979,337.2   (mgal)                       NAVD 88
 CU0062
 CU0062  VERT ORDER  -  FIRST     CLASS II
 CU0062
 CU0062.The horizontal coordinates were scaled from a topographic map and have
 CU0062.an estimated accuracy of +/- 6 seconds.
 CU0062
 CU0062.The orthometric height was determined by differential leveling
 CU0062.and adjusted by the National Geodetic Survey in June 1991..
 CU0062
 CU0062.The geoid height was determined by GEOID03.
 CU0062
 CU0062.The dynamic height is computed by dividing the NAVD 88
 CU0062.geopotential number by the normal gravity value computed on the
 CU0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0062.degrees latitude (g = 980.6199 gals.).
 CU0062
 CU0062.The modeled gravity was interpolated from observed gravity values.
 CU0062
 CU0062;                    North         East    Units  Estimated Accuracy
 CU0062;SPC TXNC     - 2,135,510.      447,900.      MT  (+/- 180 meters Scaled)
 CU0062
 CU0062                          SUPERSEDED SURVEY CONTROL
 CU0062
 CU0062  NGVD 29 (??/??/92)  523.722  (m)         1718.24   (f) ADJ UNCH    1 2
 CU0062
 CU0062.Superseded values are not recommended for survey control.
 CU0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0062.See file dsdata.txt to determine how the superseded data were derived.
 CU0062
 CU0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB947383(NAD 83)
 CU0062_MARKER: DD = SURVEY DISK
 CU0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0062_SP_SET: PIER
 CU0062_STAMPING: 1718.245 H 272 1925
 CU0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0062
 CU0062  HISTORY     - Date     Condition        Report By
 CU0062  HISTORY     - 1925     MONUMENTED       USGS
 CU0062  HISTORY     - 1958     GOOD             NGS
 CU0062
 CU0062                          STATION DESCRIPTION
 CU0062
 CU0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0062'IN HAMLIN.
 CU0062'AT HAMLIN, JONES COUNTY, ON THE PANHANDLE AND SANTA FE RAILWAY, 300
 CU0062'FEET SOUTHWEST OF THE RAILROAD STATION, AT THE NORTHWEST CORNER OF THE
 CU0062'CROSSING OF THE HIGHWAY TO SWEETWATER, AND IN THE SOUTHEAST CORNER OF
 CU0062'THE SOUTHEAST PEDESTAL OF THE CITY WATER TANK, MARKED USPBM 1716.5. A
 CU0062'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1718.245 H 272 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2353 ***********************************************************************
 CS2353  DESIGNATION -  H 272
 CS2353  PID         -  CS2353
 CS2353  STATE/COUNTY-  TX/PARKER
 CS2353  USGS QUAD   -  GARNER (1979)
 CS2353
 CS2353                         *CURRENT SURVEY CONTROL
 CS2353  ___________________________________________________________________
 CS2353* NAD 83(1986)-  32 49 57.     (N)    097 59 05.     (W)     SCALED    
 CS2353* NAVD 88     -       290.817  (meters)     954.12   (feet)  ADJUSTED  
 CS2353  ___________________________________________________________________
 CS2353  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CS2353  DYNAMIC HT  -         290.461 (meters)     952.95  (feet)  COMP
 CS2353  MODELED GRAV-     979,408.4   (mgal)                       NAVD 88
 CS2353
 CS2353  VERT ORDER  -  SECOND    CLASS 0
 CS2353
 CS2353.The horizontal coordinates were scaled from a topographic map and have
 CS2353.an estimated accuracy of +/- 6 seconds.
 CS2353
 CS2353.The orthometric height was determined by differential leveling
 CS2353.and adjusted by the National Geodetic Survey in June 1991..
 CS2353
 CS2353.The geoid height was determined by GEOID03.
 CS2353
 CS2353.The dynamic height is computed by dividing the NAVD 88
 CS2353.geopotential number by the normal gravity value computed on the
 CS2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2353.degrees latitude (g = 980.6199 gals.).
 CS2353
 CS2353.The modeled gravity was interpolated from observed gravity values.
 CS2353
 CS2353;                    North         East    Units  Estimated Accuracy
 CS2353;SPC TXNC     - 2,129,400.      648,240.      MT  (+/- 180 meters Scaled)
 CS2353
 CS2353                          SUPERSEDED SURVEY CONTROL
 CS2353
 CS2353  NGVD 29 (??/??/92)  290.718  (m)          953.80   (f) ADJ UNCH    2 0
 CS2353
 CS2353.Superseded values are not recommended for survey control.
 CS2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2353.See file dsdata.txt to determine how the superseded data were derived.
 CS2353
 CS2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB950331(NAD 83)
 CS2353_MARKER: DB = BENCH MARK DISK
 CS2353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2353_SP_SET: FOUNDATION
 CS2353_STAMPING: H 272 1934 953.833
 CS2353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2353
 CS2353  HISTORY     - Date     Condition        Report By
 CS2353  HISTORY     - 1934     MONUMENTED       CGS
 CS2353  HISTORY     - 1956     GOOD             NGS
 CS2353  HISTORY     - 19971128 MARK NOT FOUND   USPSQD
 CS2353  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CS2353
 CS2353                          STATION DESCRIPTION
 CS2353
 CS2353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS2353'8.95 MI E FROM MINERAL WELLS.
 CS2353'8.8 MILES EAST ALONG THE WEATHERFORD, MINERAL WELLS AND NORTHWESTERN
 CS2353'RAILROAD FROM THE STATION AT MINERAL WELLS, THENCE 0.15 MILE SOUTH
 CS2353'ALONG FARM ROAD 113.  AT GARNER, 0.9 FOOT SOUTH OF THE NORTHWEST
 CS2353'CORNER OF THE MOST SOUTHERLY ONE OF THREE BUILDINGS AT THE SCHOOL, 0.9
 CS2353'FOOT ABOVE THE GROUND, SET VERTICALLY IN THE CONCRETE FOUNDATION OF
 CS2353'THE WEST WALL OF THE BUILDING.
 CS2353
 CS2353                          STATION RECOVERY (1997)
 CS2353
 CS2353'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2353'MARK NOT FOUND.
 CS2353
 CS2353                          STATION RECOVERY (2004)
 CS2353
 CS2353'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0057 ***********************************************************************
 CU0057  DESIGNATION -  H 273
 CU0057  PID         -  CU0057
 CU0057  STATE/COUNTY-  TX/FISHER
 CU0057  USGS QUAD   -  MC CAULLEY (1981)
 CU0057
 CU0057                         *CURRENT SURVEY CONTROL
 CU0057  ___________________________________________________________________
 CU0057* NAD 83(1986)-  32 50 41.     (N)    100 09 09.     (W)     SCALED    
 CU0057* NAVD 88     -       541.646  (meters)    1777.05   (feet)  ADJUSTED  
 CU0057  ___________________________________________________________________
 CU0057  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CU0057  DYNAMIC HT  -         540.946 (meters)    1774.75  (feet)  COMP
 CU0057  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 CU0057
 CU0057  VERT ORDER  -  FIRST     CLASS II
 CU0057
 CU0057.The horizontal coordinates were scaled from a topographic map and have
 CU0057.an estimated accuracy of +/- 6 seconds.
 CU0057
 CU0057.The orthometric height was determined by differential leveling
 CU0057.and adjusted by the National Geodetic Survey in June 1991..
 CU0057
 CU0057.The geoid height was determined by GEOID03.
 CU0057
 CU0057.The dynamic height is computed by dividing the NAVD 88
 CU0057.geopotential number by the normal gravity value computed on the
 CU0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0057.degrees latitude (g = 980.6199 gals.).
 CU0057
 CU0057.The modeled gravity was interpolated from observed gravity values.
 CU0057
 CU0057;                    North         East    Units  Estimated Accuracy
 CU0057;SPC TXNC     - 2,131,850.      445,320.      MT  (+/- 180 meters Scaled)
 CU0057
 CU0057                          SUPERSEDED SURVEY CONTROL
 CU0057
 CU0057  NGVD 29 (??/??/92)  541.448  (m)         1776.40   (f) ADJ UNCH    1 2
 CU0057
 CU0057.Superseded values are not recommended for survey control.
 CU0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0057.See file dsdata.txt to determine how the superseded data were derived.
 CU0057
 CU0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB921346(NAD 83)
 CU0057_MARKER: DD = SURVEY DISK
 CU0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0057_STAMPING: H 273 1925
 CU0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0057+STABILITY: SURFACE MOTION
 CU0057
 CU0057  HISTORY     - Date     Condition        Report By
 CU0057  HISTORY     - 1925     MONUMENTED       USGS
 CU0057  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0057  HISTORY     - 1965     MARK NOT FOUND   USGS
 CU0057
 CU0057                          STATION DESCRIPTION
 CU0057
 CU0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0057'2.8 MI S FROM HAMLIN.
 CU0057'IN FISHER COUNTY, 2.8 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE
 CU0057'RAILWAY FROM HAMLIN, JONES COUNTY, AT MILEAGE 608.8, JUST NORTHEAST OF
 CU0057'A ROAD CROSSING, AT A ROAD FORKS, AND IN THE ANGLE OF A FENCE, NEAR A
 CU0057'CORNER POST MARKED USPBM 1774.8, A U. S. GEOLOGICAL SURVEY STANDARD
 CU0057'DISK, STAMPED H 273 1925 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 CU0057'THERE IS NO ROAD CROSSING OR FENCE CORNER AT THE MILEAGE GIVEN.
 CU0057
 CU0057                          STATION RECOVERY (1965)
 CU0057
 CU0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CU0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0292 ***********************************************************************
 CT0292  DESIGNATION -  H 273
 CT0292  PID         -  CT0292
 CT0292  STATE/COUNTY-  TX/STEPHENS
 CT0292  USGS QUAD   -  GRAND LAKE (1981)
 CT0292
 CT0292                         *CURRENT SURVEY CONTROL
 CT0292  ___________________________________________________________________
 CT0292* NAD 83(1986)-  32 45 20.     (N)    098 51 31.     (W)     SCALED    
 CT0292* NAVD 88     -       396.729  (meters)    1301.60   (feet)  ADJUSTED  
 CT0292  ___________________________________________________________________
 CT0292  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 CT0292  DYNAMIC HT  -         396.234 (meters)    1299.98  (feet)  COMP
 CT0292  MODELED GRAV-     979,380.4   (mgal)                       NAVD 88
 CT0292
 CT0292  VERT ORDER  -  SECOND    CLASS 0
 CT0292
 CT0292.The horizontal coordinates were scaled from a topographic map and have
 CT0292.an estimated accuracy of +/- 6 seconds.
 CT0292
 CT0292.The orthometric height was determined by differential leveling
 CT0292.and adjusted by the National Geodetic Survey in June 1991..
 CT0292
 CT0292.The geoid height was determined by GEOID03.
 CT0292
 CT0292.The dynamic height is computed by dividing the NAVD 88
 CT0292.geopotential number by the normal gravity value computed on the
 CT0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0292.degrees latitude (g = 980.6199 gals.).
 CT0292
 CT0292.The modeled gravity was interpolated from observed gravity values.
 CT0292
 CT0292;                    North         East    Units  Estimated Accuracy
 CT0292;SPC TXNC     - 2,120,800.      566,400.      MT  (+/- 180 meters Scaled)
 CT0292
 CT0292                          SUPERSEDED SURVEY CONTROL
 CT0292
 CT0292  NGVD 29 (??/??/92)  396.626  (m)         1301.26   (f) ADJ UNCH    2 0
 CT0292
 CT0292.Superseded values are not recommended for survey control.
 CT0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0292.See file dsdata.txt to determine how the superseded data were derived.
 CT0292
 CT0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB132241(NAD 83)
 CT0292_MARKER: DB = BENCH MARK DISK
 CT0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0292_STAMPING: H 273 1934
 CT0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0292+STABILITY: SURFACE MOTION
 CT0292
 CT0292  HISTORY     - Date     Condition        Report By
 CT0292  HISTORY     - 1934     MONUMENTED       CGS
 CT0292  HISTORY     - 1957     GOOD             NGS
 CT0292
 CT0292                          STATION DESCRIPTION
 CT0292
 CT0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0292'2.5 MI E FROM BRECKENRIDGE.
 CT0292'IT IS IN THE FRONT YARD OF A ROCK HOUSE, 26 FEET EAST OF THE SIDE WALK
 CT0292'LEADING TO THE HOUSE, AND 12 FEET NORTH OF A ROCK WALL.  2.5 MILES
 CT0292'EAST ALONG U.S. HIGHWAY 180 FROM BRECKENRIDGE, 55 YARDS WEST OF THE
 CT0292'INTERSECTION OF STATE HIGHWAY 67, AND 60 FEET NORTHWEST OF THE
 CT0292'CENTERLINE OF U.S. HIGHWAY 180.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0245 ***********************************************************************
 CT0245  DESIGNATION -  H 274
 CT0245  PID         -  CT0245
 CT0245  STATE/COUNTY-  TX/EASTLAND
 CT0245  USGS QUAD   -  RISING STAR (1966)
 CT0245
 CT0245                         *CURRENT SURVEY CONTROL
 CT0245  ___________________________________________________________________
 CT0245* NAD 83(1986)-  32 06 20.     (N)    098 52 47.     (W)     SCALED    
 CT0245* NAVD 88     -       481.079  (meters)    1578.34   (feet)  ADJUSTED  
 CT0245  ___________________________________________________________________
 CT0245  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CT0245  DYNAMIC HT  -         480.456 (meters)    1576.30  (feet)  COMP
 CT0245  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 CT0245
 CT0245  VERT ORDER  -  SECOND    CLASS 0
 CT0245
 CT0245.The horizontal coordinates were scaled from a topographic map and have
 CT0245.an estimated accuracy of +/- 6 seconds.
 CT0245
 CT0245.The orthometric height was determined by differential leveling
 CT0245.and adjusted by the National Geodetic Survey in June 1991..
 CT0245
 CT0245.The geoid height was determined by GEOID03.
 CT0245
 CT0245.The dynamic height is computed by dividing the NAVD 88
 CT0245.geopotential number by the normal gravity value computed on the
 CT0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0245.degrees latitude (g = 980.6199 gals.).
 CT0245
 CT0245.The modeled gravity was interpolated from observed gravity values.
 CT0245
 CT0245;                    North         East    Units  Estimated Accuracy
 CT0245;SPC TXNC     - 2,048,740.      564,160.      MT  (+/- 180 meters Scaled)
 CT0245
 CT0245                          SUPERSEDED SURVEY CONTROL
 CT0245
 CT0245  NGVD 29 (??/??/92)  480.963  (m)         1577.96   (f) ADJ UNCH    2 0
 CT0245
 CT0245.Superseded values are not recommended for survey control.
 CT0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0245.See file dsdata.txt to determine how the superseded data were derived.
 CT0245
 CT0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA113521(NAD 83)
 CT0245_MARKER: DB = BENCH MARK DISK
 CT0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0245_STAMPING: H 274 1934
 CT0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0245+STABILITY: SURFACE MOTION
 CT0245
 CT0245  HISTORY     - Date     Condition        Report By
 CT0245  HISTORY     - 1934     MONUMENTED       CGS
 CT0245  HISTORY     - 1940     GOOD             NGS
 CT0245  HISTORY     - 1966     MARK NOT FOUND   USGS
 CT0245
 CT0245                          STATION DESCRIPTION
 CT0245
 CT0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CT0245'4.8 MI NE FROM RISING STAR.
 CT0245'4.8 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0245'FROM THE STATION AT RISING STAR, EASTLAND COUNTY, 0.3 MILE NORTHEAST
 CT0245'OF MILEPOST 23 AND A ROAD CROSSING, AND 55 FEET NORTH OF THE
 CT0245'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 274 1934 AND SET
 CT0245'IN THE TOP OF A CONCRETE POST.  NOTE-- A PIECE OF THE CONCRETE GROUT
 CT0245'BROKEN OFF OF TOP.
 CT0245
 CT0245                          STATION RECOVERY (1966)
 CT0245
 CT0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CT0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0159 ***********************************************************************
 CT0159  DESIGNATION -  H 275
 CT0159  PID         -  CT0159
 CT0159  STATE/COUNTY-  TX/EASTLAND
 CT0159  USGS QUAD   -  RANGER (1987)
 CT0159
 CT0159                         *CURRENT SURVEY CONTROL
 CT0159  ___________________________________________________________________
 CT0159* NAD 83(1986)-  32 29 58.     (N)    098 39 39.     (W)     SCALED    
 CT0159* NAVD 88     -       428.375  (meters)    1405.43   (feet)  ADJUSTED  
 CT0159  ___________________________________________________________________
 CT0159  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CT0159  DYNAMIC HT  -         427.828 (meters)    1403.63  (feet)  COMP
 CT0159  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 CT0159
 CT0159  VERT ORDER  -  FIRST     CLASS II
 CT0159
 CT0159.The horizontal coordinates were scaled from a topographic map and have
 CT0159.an estimated accuracy of +/- 6 seconds.
 CT0159
 CT0159.The orthometric height was determined by differential leveling
 CT0159.and adjusted by the National Geodetic Survey in June 1991..
 CT0159
 CT0159.The geoid height was determined by GEOID03.
 CT0159
 CT0159.The dynamic height is computed by dividing the NAVD 88
 CT0159.geopotential number by the normal gravity value computed on the
 CT0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0159.degrees latitude (g = 980.6199 gals.).
 CT0159
 CT0159.The modeled gravity was interpolated from observed gravity values.
 CT0159
 CT0159;                    North         East    Units  Estimated Accuracy
 CT0159;SPC TXNC     - 2,092,360.      584,890.      MT  (+/- 180 meters Scaled)
 CT0159
 CT0159                          SUPERSEDED SURVEY CONTROL
 CT0159
 CT0159  NGVD 29 (??/??/92)  428.239  (m)         1404.98   (f) ADJ UNCH    1 2
 CT0159
 CT0159.Superseded values are not recommended for survey control.
 CT0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0159.See file dsdata.txt to determine how the superseded data were derived.
 CT0159
 CT0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA318958(NAD 83)
 CT0159_MARKER: DB = BENCH MARK DISK
 CT0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0159_SP_SET: FOUNDATION
 CT0159_STAMPING: H 275 1934
 CT0159_MARK LOGO: CGS   
 CT0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0159
 CT0159  HISTORY     - Date     Condition        Report By
 CT0159  HISTORY     - 1934     MONUMENTED       CGS
 CT0159  HISTORY     - 1956     GOOD             NGS
 CT0159  HISTORY     - 1983     GOOD             NGS
 CT0159  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0159
 CT0159                          STATION DESCRIPTION
 CT0159
 CT0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0159'2.4 MI NE FROM RANGER.
 CT0159'2.4 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0159'STATION AT RANGER, 0.3 MILE SOUTHWEST OF THE STATION SIGN AT TIFFIN,
 CT0159'97.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 0.5 FOOT
 CT0159'NORTHWEST OF A FENCE CORNER, 4.3 FEET NORTHWEST OF A 6 INCH PIPE LINE,
 CT0159'1.4 FEET NORTHEAST OF A WITNESS POST, 0.3 FOOT ABOVE THE GROUND, SET
 CT0159'IN THE TOP OF THE CONCRETE FOUNDATION OF A FENCE POST.
 CT0159
 CT0159                          STATION RECOVERY (1983)
 CT0159
 CT0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0159'RECOVERED IN GOOD CONDITION.
 CT0159
 CT0159                          STATION RECOVERY (2002)
 CT0159
 CT0159'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0447 ***********************************************************************
 DM0447  DESIGNATION -  H 276
 DM0447  PID         -  DM0447
 DM0447  STATE/COUNTY-  TX/HOPKINS
 DM0447  USGS QUAD   -  DIKE (1965)
 DM0447
 DM0447                         *CURRENT SURVEY CONTROL
 DM0447  ___________________________________________________________________
 DM0447* NAD 83(1986)-  33 09 39.     (N)    095 27 25.     (W)     SCALED    
 DM0447* NAVD 88     -       129.170  (meters)     423.79   (feet)  ADJUSTED  
 DM0447  ___________________________________________________________________
 DM0447  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DM0447  DYNAMIC HT  -         129.028 (meters)     423.32  (feet)  COMP
 DM0447  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 DM0447
 DM0447  VERT ORDER  -  SECOND    CLASS 0
 DM0447
 DM0447.The horizontal coordinates were scaled from a topographic map and have
 DM0447.an estimated accuracy of +/- 6 seconds.
 DM0447
 DM0447.The orthometric height was determined by differential leveling
 DM0447.and adjusted by the National Geodetic Survey in June 1991..
 DM0447
 DM0447.The geoid height was determined by GEOID03.
 DM0447
 DM0447.The dynamic height is computed by dividing the NAVD 88
 DM0447.geopotential number by the normal gravity value computed on the
 DM0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0447.degrees latitude (g = 980.6199 gals.).
 DM0447
 DM0447.The modeled gravity was interpolated from observed gravity values.
 DM0447
 DM0447;                    North         East    Units  Estimated Accuracy
 DM0447;SPC TXNC     - 2,169,800.      883,790.      MT  (+/- 180 meters Scaled)
 DM0447
 DM0447                          SUPERSEDED SURVEY CONTROL
 DM0447
 DM0447  NGVD 29 (??/??/92)  129.173  (m)          423.80   (f) ADJ UNCH    2 0
 DM0447
 DM0447.Superseded values are not recommended for survey control.
 DM0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0447.See file dsdata.txt to determine how the superseded data were derived.
 DM0447
 DM0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS708718(NAD 83)
 DM0447_MARKER: DB = BENCH MARK DISK
 DM0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0447_SP_SET: CULVERT
 DM0447_STAMPING: H 276 1934
 DM0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0447
 DM0447  HISTORY     - Date     Condition        Report By
 DM0447  HISTORY     - 1934     MONUMENTED       CGS
 DM0447  HISTORY     - 19950626 GOOD             USPSQD
 DM0447
 DM0447                          STATION DESCRIPTION
 DM0447
 DM0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0447'2.8 MI SW FROM WEAVER.
 DM0447'2.8 MI SW OF AND ALONG THE ST. L AND SW R R.  100 YARDS E OF MILE POST
 DM0447'509/15.  21 FEET NE OF A CROSS ROAD.  12 FEET SE OF CENTER OF TRACK.
 DM0447'DISK SET HORIZONTALLY IN SW END OF HEAD WALL OF A CONCRETE CULVERT.
 DM0447
 DM0447                          STATION RECOVERY (1995)
 DM0447
 DM0447'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0028 ***********************************************************************
 CU0028  DESIGNATION -  H 278
 CU0028  PID         -  CU0028
 CU0028  STATE/COUNTY-  TX/FISHER
 CU0028  USGS QUAD   -  LONGWORTH (1969)
 CU0028
 CU0028                         *CURRENT SURVEY CONTROL
 CU0028  ___________________________________________________________________
 CU0028* NAD 83(1986)-  32 41 00.     (N)    100 17 58.     (W)     SCALED    
 CU0028* NAVD 88     -       580.696  (meters)    1905.17   (feet)  ADJUSTED  
 CU0028  ___________________________________________________________________
 CU0028  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CU0028  DYNAMIC HT  -         579.931 (meters)    1902.66  (feet)  COMP
 CU0028  MODELED GRAV-     979,302.4   (mgal)                       NAVD 88
 CU0028
 CU0028  VERT ORDER  -  FIRST     CLASS II
 CU0028
 CU0028.The horizontal coordinates were scaled from a topographic map and have
 CU0028.an estimated accuracy of +/- 6 seconds.
 CU0028
 CU0028.The orthometric height was determined by differential leveling
 CU0028.and adjusted by the National Geodetic Survey in June 1991..
 CU0028.WARNING-Repeat measurements at this control monument indicate possible
 CU0028.vertical movement.
 CU0028
 CU0028.The geoid height was determined by GEOID03.
 CU0028
 CU0028.The dynamic height is computed by dividing the NAVD 88
 CU0028.geopotential number by the normal gravity value computed on the
 CU0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0028.degrees latitude (g = 980.6199 gals.).
 CU0028
 CU0028.The modeled gravity was interpolated from observed gravity values.
 CU0028
 CU0028;                    North         East    Units  Estimated Accuracy
 CU0028;SPC TXNC     - 2,114,180.      431,260.      MT  (+/- 180 meters Scaled)
 CU0028
 CU0028                          SUPERSEDED SURVEY CONTROL
 CU0028
 CU0028  NGVD 29 (??/??/92)  580.477  (m)         1904.45   (f) ADJ UNCH    1 2
 CU0028
 CU0028.Superseded values are not recommended for survey control.
 CU0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0028.See file dsdata.txt to determine how the superseded data were derived.
 CU0028
 CU0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB781169(NAD 83)
 CU0028_MARKER: DD = SURVEY DISK
 CU0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0028_STAMPING: H 278 1925 1904.48
 CU0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0028+STABILITY: SURFACE MOTION
 CU0028
 CU0028  HISTORY     - Date     Condition        Report By
 CU0028  HISTORY     - 1925     MONUMENTED       USGS
 CU0028  HISTORY     - 1961     GOOD             NGS
 CU0028
 CU0028                          STATION DESCRIPTION
 CU0028
 CU0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0028'3.65 MI NE FROM LONGWORTH.
 CU0028'ABOUT 3.65 MILES NORTHEAST ALONG FARM ROAD 57 FROM THE POST OFFICE AT
 CU0028'LONGWORTH, OR 2.85 MILES SOUTHWEST ALONG FARM ROAD 57 FROM THE
 CU0028'INTERSECTION OF THE FARM ROAD AND FARM ROAD 1085 AT SYLVESTER, 54 FEET
 CU0028'NORTHWEST OF THE CENTER OF A DIRT ROAD CROSSING THE PANHANDLE AND
 CU0028'SANTA FE RAILWAY, 135 FEET NORTHEAST OF MILEPOST 623, 49 FEET
 CU0028'NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF A STONE POST WHICH
 CU0028'PROJECTS 5 INCHES, 75 FEET SOUTH OF AND ACROSS A DIRT ROAD FROM A
 CU0028'POWER POLE, 8 FEET SOUTHEAST OF THE CENTER OF A GATE, AND ABOUT 3 FEET
 CU0028'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0211 ***********************************************************************
 CR0211  DESIGNATION -  H 278
 CR0211  PID         -  CR0211
 CR0211  STATE/COUNTY-  TX/GREGG
 CR0211  USGS QUAD   -  LAKEPORT (1983)
 CR0211
 CR0211                         *CURRENT SURVEY CONTROL
 CR0211  ___________________________________________________________________
 CR0211* NAD 83(1986)-  32 29 02.     (N)    094 42 17.     (W)     SCALED    
 CR0211* NAVD 88     -        98.458  (meters)     323.02   (feet)  ADJUSTED  
 CR0211  ___________________________________________________________________
 CR0211  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CR0211  DYNAMIC HT  -          98.345 (meters)     322.65  (feet)  COMP
 CR0211  MODELED GRAV-     979,491.5   (mgal)                       NAVD 88
 CR0211
 CR0211  VERT ORDER  -  SECOND    CLASS 0
 CR0211
 CR0211.The horizontal coordinates were scaled from a topographic map and have
 CR0211.an estimated accuracy of +/- 6 seconds.
 CR0211
 CR0211.The orthometric height was determined by differential leveling
 CR0211.and adjusted by the National Geodetic Survey in June 1991..
 CR0211
 CR0211.The geoid height was determined by GEOID03.
 CR0211
 CR0211.The dynamic height is computed by dividing the NAVD 88
 CR0211.geopotential number by the normal gravity value computed on the
 CR0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0211.degrees latitude (g = 980.6199 gals.).
 CR0211
 CR0211.The modeled gravity was interpolated from observed gravity values.
 CR0211
 CR0211;                    North         East    Units  Estimated Accuracy
 CR0211;SPC TXNC     - 2,097,070.      956,630.      MT  (+/- 180 meters Scaled)
 CR0211
 CR0211                          SUPERSEDED SURVEY CONTROL
 CR0211
 CR0211  NGVD 29 (??/??/92)   98.489  (m)          323.13   (f) ADJ UNCH    2 0
 CR0211
 CR0211.Superseded values are not recommended for survey control.
 CR0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0211.See file dsdata.txt to determine how the superseded data were derived.
 CR0211
 CR0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR398953(NAD 83)
 CR0211_MARKER: DB = BENCH MARK DISK
 CR0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0211_STAMPING: H 278 1934
 CR0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0211+STABILITY: SURFACE MOTION
 CR0211
 CR0211  HISTORY     - Date     Condition        Report By
 CR0211  HISTORY     - 1934     MONUMENTED       CGS
 CR0211  HISTORY     - 1958     MARK NOT FOUND   USGS
 CR0211
 CR0211                          STATION DESCRIPTION
 CR0211
 CR0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0211'1.6 MI SE FROM LONGVIEW.
 CR0211'1.6 MI SE OF AND ALONG THE S F R R 6 FEET E OF MILE POST 206.  18 FEET
 CR0211'SW OF CENTER OF MAIN LINE TRACK.  34 FEET NE OF CENTER OF A COUNTRY
 CR0211'ROAD.
 CR0211
 CR0211                          STATION RECOVERY (1958)
 CR0211
 CR0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CR0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4628 ***********************************************************************
 AW4628  DESIGNATION -  H 279
 AW4628  PID         -  AW4628
 AW4628  STATE/COUNTY-  TX/HARRIS
 AW4628  USGS QUAD   -  SATSUMA (1982)
 AW4628
 AW4628                         *CURRENT SURVEY CONTROL
 AW4628  ___________________________________________________________________
 AW4628* NAD 83(1986)-  29 58 24.     (N)    095 32 25.     (W)     SCALED    
 AW4628* NAVD 88     -        39.68   (+/-2cm)     130.2    (feet)  VERTCON   
 AW4628  ___________________________________________________________________
 AW4628  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW4628
 AW4628  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4628
 AW4628.The horizontal coordinates were scaled from a topographic map and have
 AW4628.an estimated accuracy of +/- 6 seconds.
 AW4628
 AW4628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4628.The vertical order pertains to the NGVD 29 superseded value.
 AW4628
 AW4628.The geoid height was determined by GEOID03.
 AW4628
 AW4628;                    North         East    Units  Estimated Accuracy
 AW4628;SPC TXSC     - 4,242,110.      933,830.      MT  (+/- 180 meters Scaled)
 AW4628
 AW4628                          SUPERSEDED SURVEY CONTROL
 AW4628
 AW4628  NGVD 29 (??/??/92)   39.675  (m)          130.17   (f) ADJ UNCH    2 0
 AW4628
 AW4628.Superseded values are not recommended for survey control.
 AW4628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4628.See file dsdata.txt to determine how the superseded data were derived.
 AW4628
 AW4628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP548185(NAD 83)
 AW4628_MARKER: DB = BENCH MARK DISK
 AW4628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4628_STAMPING: H 279 1935
 AW4628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4628+STABILITY: SURFACE MOTION
 AW4628
 AW4628  HISTORY     - Date     Condition        Report By
 AW4628  HISTORY     - 1935     MONUMENTED       CGS
 AW4628  HISTORY     - 1954     GOOD             NGS
 AW4628  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW4628  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4628  HISTORY     - 19940404 MARK NOT FOUND   USPSQD
 AW4628
 AW4628                          STATION DESCRIPTION
 AW4628
 AW4628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4628'13.9 MI N FROM FAIRBANKS.
 AW4628'7.35 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4628'FAIRBANKS, THENCE 6.05 MILES NORTHEAST ALONG FARM ROAD 1960, THENCE
 AW4628'0.5 MILE NORTHWEST ALONG THE BURLINGTON AND ROCK ISLAND RAILROAD, 6
 AW4628'POLES NORTHWEST OF MILEPOST 75, 150 YARDS WEST OF A FARMHOUSE, 49 FEET
 AW4628'NORTHEAST OF THE NORTHEAST RAIL, 2 FEET NORTHEAST OF A FENCE, 2 FEET
 AW4628'SOUTHEAST OF A 12 INCH TRIANGULAR BLAZED PINE TREE, SET IN THE TOP OF
 AW4628'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW4628
 AW4628                          STATION RECOVERY (1970)
 AW4628
 AW4628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW4628'MARK NOT FOUND.
 AW4628
 AW4628                          STATION RECOVERY (1973)
 AW4628
 AW4628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4628'MARK NOT FOUND.
 AW4628
 AW4628                          STATION RECOVERY (1994)
 AW4628
 AW4628'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0521 ***********************************************************************
 DO0521  DESIGNATION -  H 280
 DO0521  PID         -  DO0521
 DO0521  STATE/COUNTY-  TX/HASKELL
 DO0521  USGS QUAD   -  HASKELL (1966)
 DO0521
 DO0521                         *CURRENT SURVEY CONTROL
 DO0521  ___________________________________________________________________
 DO0521* NAD 83(1986)-  33 09 49.     (N)    099 40 37.     (W)     SCALED    
 DO0521* NAVD 88     -       463.134  (meters)    1519.47   (feet)  ADJUSTED  
 DO0521  ___________________________________________________________________
 DO0521  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DO0521  DYNAMIC HT  -         462.558 (meters)    1517.58  (feet)  COMP
 DO0521  MODELED GRAV-     979,381.1   (mgal)                       NAVD 88
 DO0521
 DO0521  VERT ORDER  -  SECOND    CLASS 0
 DO0521
 DO0521.The horizontal coordinates were scaled from a topographic map and have
 DO0521.an estimated accuracy of +/- 6 seconds.
 DO0521
 DO0521.The orthometric height was determined by differential leveling
 DO0521.and adjusted by the National Geodetic Survey in June 1991..
 DO0521
 DO0521.The geoid height was determined by GEOID03.
 DO0521
 DO0521.The dynamic height is computed by dividing the NAVD 88
 DO0521.geopotential number by the normal gravity value computed on the
 DO0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0521.degrees latitude (g = 980.6199 gals.).
 DO0521
 DO0521.The modeled gravity was interpolated from observed gravity values.
 DO0521
 DO0521;                    North         East    Units  Estimated Accuracy
 DO0521;SPC TXNC     - 2,166,610.      490,230.      MT  (+/- 180 meters Scaled)
 DO0521
 DO0521                          SUPERSEDED SURVEY CONTROL
 DO0521
 DO0521  NGVD 29 (??/??/92)  462.973  (m)         1518.94   (f) ADJ UNCH    2 0
 DO0521
 DO0521.Superseded values are not recommended for survey control.
 DO0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0521.See file dsdata.txt to determine how the superseded data were derived.
 DO0521
 DO0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB368696(NAD 83)
 DO0521_MARKER: DB = BENCH MARK DISK
 DO0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0521_STAMPING: H 280 1934
 DO0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0521+STABILITY: SURFACE MOTION
 DO0521
 DO0521  HISTORY     - Date     Condition        Report By
 DO0521  HISTORY     - 1934     MONUMENTED       CGS
 DO0521  HISTORY     - 1966     GOOD             USGS
 DO0521  HISTORY     - 1982     MARK NOT FOUND   NGS
 DO0521
 DO0521                          STATION DESCRIPTION
 DO0521
 DO0521'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DO0521'3.3 MI E FROM HASKELL.
 DO0521'COURTHOUSE AT HASKELL, TEXAS.  THENCE 3.3 MILES EAST ALONG STATE
 DO0521'HIGHWAY 24.  0.2 MILES EAST OF T ROAD NORTH TO HASKELL DUMP GROUND 50
 DO0521'FEET NORTH AND 27 FEET WEST OF A T FIELD ROAD SOUTH. 1 FOOT SOUTH OF
 DO0521'THE ROW FENCE.  A STANDARD DISK STAMPED H 280 1934 AND SET IN A
 DO0521'CONCRETE POST.
 DO0521
 DO0521                          STATION RECOVERY (1982)
 DO0521
 DO0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DO0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0311 ***********************************************************************
 CA0311  DESIGNATION -  H 282
 CA0311  PID         -  CA0311
 CA0311  STATE/COUNTY-  TX/COMANCHE
 CA0311  USGS QUAD   -  COMANCHE (1969)
 CA0311
 CA0311                         *CURRENT SURVEY CONTROL
 CA0311  ___________________________________________________________________
 CA0311* NAD 83(1986)-  31 55 39.     (N)    098 31 22.     (W)     SCALED    
 CA0311* NAVD 88     -       379.266  (meters)    1244.31   (feet)  ADJUSTED  
 CA0311  ___________________________________________________________________
 CA0311  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CA0311  DYNAMIC HT  -         378.783 (meters)    1242.72  (feet)  COMP
 CA0311  MODELED GRAV-     979,355.2   (mgal)                       NAVD 88
 CA0311
 CA0311  VERT ORDER  -  SECOND    CLASS 0
 CA0311
 CA0311.The horizontal coordinates were scaled from a topographic map and have
 CA0311.an estimated accuracy of +/- 6 seconds.
 CA0311
 CA0311.The orthometric height was determined by differential leveling
 CA0311.and adjusted by the National Geodetic Survey in June 1991..
 CA0311
 CA0311.The geoid height was determined by GEOID03.
 CA0311
 CA0311.The dynamic height is computed by dividing the NAVD 88
 CA0311.geopotential number by the normal gravity value computed on the
 CA0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0311.degrees latitude (g = 980.6199 gals.).
 CA0311
 CA0311.The modeled gravity was interpolated from observed gravity values.
 CA0311
 CA0311;                    North         East    Units  Estimated Accuracy
 CA0311;SPC TX C     - 3,252,030.      871,210.      MT  (+/- 180 meters Scaled)
 CA0311
 CA0311                          SUPERSEDED SURVEY CONTROL
 CA0311
 CA0311  NGVD 29 (??/??/92)  379.19   (m)         1244.1    (f) COMPUTED    2 0
 CA0311
 CA0311.Superseded values are not recommended for survey control.
 CA0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0311.See file dsdata.txt to determine how the superseded data were derived.
 CA0311
 CA0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA451324(NAD 83)
 CA0311_MARKER: DB = BENCH MARK DISK
 CA0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0311_STAMPING: H 282 1934
 CA0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0311+STABILITY: SURFACE MOTION
 CA0311
 CA0311  HISTORY     - Date     Condition        Report By
 CA0311  HISTORY     - 1934     MONUMENTED       ATSFRR
 CA0311  HISTORY     - 1966     GOOD             NGS
 CA0311
 CA0311                          STATION DESCRIPTION
 CA0311
 CA0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CA0311'2.2 MI SW FROM HASSE.
 CA0311'ABOUT 2.2 MILES SOUTHWEST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY
 CA0311'FROM THE STATION AT HASSE, COMANCHE COUNTY, OPPOSITE MILEPOST 841, AT
 CA0311'A ROAD CROSSING, 47 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 37
 CA0311'FEET WEST OF THE CENTER LINE OF THE ROAD, AND AT A RIGHT-OF-WAY FENCE
 CA0311'CORNER.  A STANDARD DISK, STAMPED H 282 1934 AND SET IN THE TOP OF A
 CA0311'CONCRETE POST.  NOTE-- THE RIGHT-OF-WAY FENCE HAS BEEN MOVED AND THE
 CA0311'ROAD WIDENED.  THE ORIGINAL MEASUREMENTS PUT THE MARK TO BE IN THE
 CA0311'BARROW DITCH.  IT IS BELIEVED THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0158 ***********************************************************************
 CT0158  DESIGNATION -  H 284
 CT0158  PID         -  CT0158
 CT0158  STATE/COUNTY-  TX/ERATH
 CT0158  USGS QUAD   -  STEPHENVILLE (1979)
 CT0158
 CT0158                         *CURRENT SURVEY CONTROL
 CT0158  ___________________________________________________________________
 CT0158* NAD 83(1986)-  32 14 42.     (N)    098 13 10.     (W)     SCALED    
 CT0158* NAVD 88     -       387.655  (meters)    1271.83   (feet)  ADJUSTED  
 CT0158  ___________________________________________________________________
 CT0158  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CT0158  DYNAMIC HT  -         387.161 (meters)    1270.21  (feet)  COMP
 CT0158  MODELED GRAV-     979,352.9   (mgal)                       NAVD 88
 CT0158
 CT0158  VERT ORDER  -  SECOND    CLASS 0
 CT0158
 CT0158.The horizontal coordinates were scaled from a topographic map and have
 CT0158.an estimated accuracy of +/- 6 seconds.
 CT0158
 CT0158.The orthometric height was determined by differential leveling
 CT0158.and adjusted by the National Geodetic Survey in June 1991..
 CT0158
 CT0158.The geoid height was determined by GEOID03.
 CT0158
 CT0158.The dynamic height is computed by dividing the NAVD 88
 CT0158.geopotential number by the normal gravity value computed on the
 CT0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0158.degrees latitude (g = 980.6199 gals.).
 CT0158
 CT0158.The modeled gravity was interpolated from observed gravity values.
 CT0158
 CT0158;                    North         East    Units  Estimated Accuracy
 CT0158;SPC TXNC     - 2,064,170.      626,440.      MT  (+/- 180 meters Scaled)
 CT0158
 CT0158                          SUPERSEDED SURVEY CONTROL
 CT0158
 CT0158  NGVD 29 (??/??/92)  387.554  (m)         1271.50   (f) ADJ UNCH    2 0
 CT0158
 CT0158.Superseded values are not recommended for survey control.
 CT0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0158.See file dsdata.txt to determine how the superseded data were derived.
 CT0158
 CT0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA735678(NAD 83)
 CT0158_MARKER: DB = BENCH MARK DISK
 CT0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0158_STAMPING: H 284 1934
 CT0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0158+STABILITY: SURFACE MOTION
 CT0158
 CT0158  HISTORY     - Date     Condition        Report By
 CT0158  HISTORY     - 1934     MONUMENTED       CGS
 CT0158  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 CT0158
 CT0158                          STATION DESCRIPTION
 CT0158
 CT0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0158'2.0 MI N FROM STEPHENVILLE.
 CT0158'2.0 MI N OF AND ALONG STATE HWY 108 145 FEET S OF A ROAD LEADING W OFF
 CT0158'HIGHWAY TO A FARM HOUSE.  35 FEET W OF CENTER OF HIGHWAY.  2 FEET W OF
 CT0158'R/W FENCE.
 CT0158
 CT0158                          STATION RECOVERY (1949)
 CT0158
 CT0158'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 CT0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0824 ***********************************************************************
 GL0824  DESIGNATION -  H 284
 GL0824  PID         -  GL0824
 GL0824  STATE/COUNTY-  TX/HARTLEY
 GL0824  USGS QUAD   -  SEDAN SE (1970)
 GL0824
 GL0824                         *CURRENT SURVEY CONTROL
 GL0824  ___________________________________________________________________
 GL0824* NAD 83(1986)-  36 02 52.     (N)    103 02 28.     (W)     SCALED    
 GL0824* NAVD 88     -      1352.986  (meters)    4438.92   (feet)  ADJUSTED  
 GL0824  ___________________________________________________________________
 GL0824  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 GL0824  DYNAMIC HT  -        1351.372 (meters)    4433.63  (feet)  COMP
 GL0824  MODELED GRAV-     979,393.0   (mgal)                       NAVD 88
 GL0824
 GL0824  VERT ORDER  -  SECOND    CLASS 0
 GL0824
 GL0824.The horizontal coordinates were scaled from a topographic map and have
 GL0824.an estimated accuracy of +/- 6 seconds.
 GL0824
 GL0824.The orthometric height was determined by differential leveling
 GL0824.and adjusted by the National Geodetic Survey in June 1991..
 GL0824
 GL0824.The geoid height was determined by GEOID03.
 GL0824
 GL0824.The dynamic height is computed by dividing the NAVD 88
 GL0824.geopotential number by the normal gravity value computed on the
 GL0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0824.degrees latitude (g = 980.6199 gals.).
 GL0824
 GL0824.The modeled gravity was interpolated from observed gravity values.
 GL0824
 GL0824;                    North         East    Units  Estimated Accuracy
 GL0824;SPC TX N     - 1,228,260.       61,140.      MT  (+/- 180 meters Scaled)
 GL0824
 GL0824                          SUPERSEDED SURVEY CONTROL
 GL0824
 GL0824  NGVD 29 (??/??/92) 1352.320  (m)         4436.74   (f) ADJ UNCH    2 0
 GL0824
 GL0824.Superseded values are not recommended for survey control.
 GL0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0824.See file dsdata.txt to determine how the superseded data were derived.
 GL0824
 GL0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV764910(NAD 83)
 GL0824_MARKER: DB = BENCH MARK DISK
 GL0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0824_STAMPING: H 284 1955
 GL0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0824+STABILITY: SURFACE MOTION
 GL0824
 GL0824  HISTORY     - Date     Condition        Report By
 GL0824  HISTORY     - 1955     MONUMENTED       CGS
 GL0824
 GL0824                          STATION DESCRIPTION
 GL0824
 GL0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0824'23.4 MI S FROM TEXLINE.
 GL0824'16.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0824'CITY RAILROAD STATION AT TEXLINE, THENCE 4.1 MILES SOUTH ALONG A
 GL0824'GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A PRIVATE DIRT ROAD,
 GL0824'THENCE 2.0 MILES SOUTH ALONG A FENCE, WHICH IS ON THE NEW MEXICO AND
 GL0824'TEXAS STATE LINE, 14.5 FEET SOUTH OF A FENCE LEADING EAST, 1 FOOT WEST
 GL0824'OF THE EXTENDED LINE OF A FENCE LEADING NORTH, 14.5 FEET SOUTH OF A
 GL0824'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GL0824'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0126 ***********************************************************************
 CA0126  DESIGNATION -  H 285
 CA0126  PID         -  CA0126
 CA0126  STATE/COUNTY-  TX/CORYELL
 CA0126  USGS QUAD   -  EVANT (1979)
 CA0126
 CA0126                         *CURRENT SURVEY CONTROL
 CA0126  ___________________________________________________________________
 CA0126* NAD 83(1986)-  31 28 27.     (N)    098 09 09.     (W)     SCALED    
 CA0126* NAVD 88     -       381.325  (meters)    1251.06   (feet)  ADJUSTED  
 CA0126  ___________________________________________________________________
 CA0126  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CA0126  DYNAMIC HT  -         380.821 (meters)    1249.41  (feet)  COMP
 CA0126  MODELED GRAV-     979,308.4   (mgal)                       NAVD 88
 CA0126
 CA0126  VERT ORDER  -  SECOND    CLASS 0
 CA0126
 CA0126.The horizontal coordinates were scaled from a topographic map and have
 CA0126.an estimated accuracy of +/- 6 seconds.
 CA0126
 CA0126.The orthometric height was determined by differential leveling
 CA0126.and adjusted by the National Geodetic Survey in June 1991..
 CA0126
 CA0126.The geoid height was determined by GEOID03.
 CA0126
 CA0126.The dynamic height is computed by dividing the NAVD 88
 CA0126.geopotential number by the normal gravity value computed on the
 CA0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0126.degrees latitude (g = 980.6199 gals.).
 CA0126
 CA0126.The modeled gravity was interpolated from observed gravity values.
 CA0126
 CA0126;                    North         East    Units  Estimated Accuracy
 CA0126;SPC TX C     - 3,202,410.      907,210.      MT  (+/- 180 meters Scaled)
 CA0126
 CA0126                          SUPERSEDED SURVEY CONTROL
 CA0126
 CA0126  NGVD 29 (??/??/92)  381.227  (m)         1250.74   (f) ADJ UNCH    2 0
 CA0126
 CA0126.Superseded values are not recommended for survey control.
 CA0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0126.See file dsdata.txt to determine how the superseded data were derived.
 CA0126
 CA0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV805824(NAD 83)
 CA0126_MARKER: DB = BENCH MARK DISK
 CA0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0126_SP_SET: FOUNDATION
 CA0126_STAMPING: H 285 1934
 CA0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0126
 CA0126  HISTORY     - Date     Condition        Report By
 CA0126  HISTORY     - 1934     MONUMENTED       CGS
 CA0126
 CA0126                          STATION DESCRIPTION
 CA0126
 CA0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0126'IN EVANT.
 CA0126'DISK IS SET VERTICALLY IN THE SCHOOL BUILDING.  IN THE CONCRETE
 CA0126'FOUNDATION ON THE W SIDE OF BUILDING.  25 FEET N OF S ENTRANCE.  155
 CA0126'FEET S OF N ENTRANCE.  ENTRANCES ARE ON W SIDE OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0390 ***********************************************************************
 DM0390  DESIGNATION -  H 286
 DM0390  PID         -  DM0390
 DM0390  STATE/COUNTY-  TX/RED RIVER
 DM0390  USGS QUAD   -  CLARKSVILLE (1964)
 DM0390
 DM0390                         *CURRENT SURVEY CONTROL
 DM0390  ___________________________________________________________________
 DM0390* NAD 83(1986)-  33 37 25.     (N)    095 04 06.     (W)     SCALED    
 DM0390* NAVD 88     -       141.168  (meters)     463.15   (feet)  ADJUSTED  
 DM0390  ___________________________________________________________________
 DM0390  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM0390  DYNAMIC HT  -         141.021 (meters)     462.67  (feet)  COMP
 DM0390  MODELED GRAV-     979,593.9   (mgal)                       NAVD 88
 DM0390
 DM0390  VERT ORDER  -  SECOND    CLASS 0
 DM0390
 DM0390.The horizontal coordinates were scaled from a topographic map and have
 DM0390.an estimated accuracy of +/- 6 seconds.
 DM0390
 DM0390.The orthometric height was determined by differential leveling
 DM0390.and adjusted by the National Geodetic Survey in June 1991..
 DM0390
 DM0390.The geoid height was determined by GEOID03.
 DM0390
 DM0390.The dynamic height is computed by dividing the NAVD 88
 DM0390.geopotential number by the normal gravity value computed on the
 DM0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0390.degrees latitude (g = 980.6199 gals.).
 DM0390
 DM0390.The modeled gravity was interpolated from observed gravity values.
 DM0390
 DM0390;                    North         East    Units  Estimated Accuracy
 DM0390;SPC TXNC     - 2,222,210.      918,340.      MT  (+/- 180 meters Scaled)
 DM0390
 DM0390                          SUPERSEDED SURVEY CONTROL
 DM0390
 DM0390  NGVD 29 (??/??/92)  141.162  (m)          463.13   (f) ADJ UNCH    2 0
 DM0390
 DM0390.Superseded values are not recommended for survey control.
 DM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0390.See file dsdata.txt to determine how the superseded data were derived.
 DM0390
 DM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT081223(NAD 83)
 DM0390_MARKER: DB = BENCH MARK DISK
 DM0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0390_STAMPING: H 286 1934
 DM0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0390+STABILITY: SURFACE MOTION
 DM0390
 DM0390  HISTORY     - Date     Condition        Report By
 DM0390  HISTORY     - 1934     MONUMENTED       CGS
 DM0390
 DM0390                          STATION DESCRIPTION
 DM0390
 DM0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0390'1.1 MI W FROM CLARKSVILLE.
 DM0390'1.1 MI W OF AND ALONG THE T P R R 118 YARDS W OF MILE POST 62.  AT A
 DM0390'PRIVATE ROAD CROSSING.  45 FEET S OF CENTER OF TRACK.  5 FEET N OF R/W
 DM0390'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1417 ***********************************************************************
 CS1417  DESIGNATION -  H 289
 CS1417  PID         -  CS1417
 CS1417  STATE/COUNTY-  TX/DALLAS
 CS1417  USGS QUAD   -  MESQUITE (1973)
 CS1417
 CS1417                         *CURRENT SURVEY CONTROL
 CS1417  ___________________________________________________________________
 CS1417* NAD 83(1986)-  32 46 03.     (N)    096 36 12.     (W)     SCALED    
 CS1417* NAVD 88     -       149.139  (meters)     489.30   (feet)  ADJUSTED  
 CS1417  ___________________________________________________________________
 CS1417  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CS1417  DYNAMIC HT  -         148.973 (meters)     488.76  (feet)  COMP
 CS1417  MODELED GRAV-     979,520.5   (mgal)                       NAVD 88
 CS1417
 CS1417  VERT ORDER  -  SECOND    CLASS 0
 CS1417
 CS1417.The horizontal coordinates were scaled from a topographic map and have
 CS1417.an estimated accuracy of +/- 6 seconds.
 CS1417
 CS1417.The orthometric height was determined by differential leveling
 CS1417.and adjusted by the National Geodetic Survey in June 1991..
 CS1417.WARNING-Repeat measurements at this control monument indicate possible
 CS1417.vertical movement.
 CS1417
 CS1417.The geoid height was determined by GEOID03.
 CS1417
 CS1417.The dynamic height is computed by dividing the NAVD 88
 CS1417.geopotential number by the normal gravity value computed on the
 CS1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1417.degrees latitude (g = 980.6199 gals.).
 CS1417
 CS1417.The modeled gravity was interpolated from observed gravity values.
 CS1417
 CS1417;                    North         East    Units  Estimated Accuracy
 CS1417;SPC TXNC     - 2,123,680.      777,680.      MT  (+/- 180 meters Scaled)
 CS1417
 CS1417                          SUPERSEDED SURVEY CONTROL
 CS1417
 CS1417  NGVD 29 (??/??/92)  149.149  (m)          489.33   (f) ADJ UNCH    2 0
 CS1417
 CS1417.Superseded values are not recommended for survey control.
 CS1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1417.See file dsdata.txt to determine how the superseded data were derived.
 CS1417
 CS1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB244280(NAD 83)
 CS1417_MARKER: DB = BENCH MARK DISK
 CS1417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1417_SP_SET: FOOTING
 CS1417_STAMPING: H 289 1934
 CS1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1417
 CS1417  HISTORY     - Date     Condition        Report By
 CS1417  HISTORY     - 1934     MONUMENTED       CGS
 CS1417  HISTORY     - 1952     GOOD             NGS
 CS1417  HISTORY     - 1958     GOOD             NGS
 CS1417  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1417
 CS1417                          STATION DESCRIPTION
 CS1417
 CS1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1417'0.1 MI W FROM MESQUITE.
 CS1417'0.1 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS1417'MESQUITE, AT THE CITY WATER TOWER, FLUSH WITH THE GROUND, SET IN THE
 CS1417'TOP OF THE NORTHWEST CONCRETE FOOTING OF THE WATER TOWER.
 CS1417
 CS1417                          STATION RECOVERY (1958)
 CS1417
 CS1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1417'RECOVERED IN GOOD CONDITION.
 CS1417
 CS1417                          STATION RECOVERY (2000)
 CS1417
 CS1417'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0339 ***********************************************************************
 AZ0339  DESIGNATION -  H 29
 AZ0339  PID         -  AZ0339
 AZ0339  STATE/COUNTY-  TX/TERRELL
 AZ0339  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0339
 AZ0339                         *CURRENT SURVEY CONTROL
 AZ0339  ___________________________________________________________________
 AZ0339* NAD 83(1986)-  29 58 02.     (N)    101 45 20.     (W)     SCALED    
 AZ0339* NAVD 88     -       529.319  (meters)    1736.61   (feet)  POSTED    
 AZ0339  ___________________________________________________________________
 AZ0339  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AZ0339  DYNAMIC HT  -         528.540 (meters)    1734.05  (feet)  COMP
 AZ0339  MODELED GRAV-     979,151.8   (mgal)                       NAVD 88
 AZ0339
 AZ0339  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0339
 AZ0339.The horizontal coordinates were scaled from a topographic map and have
 AZ0339.an estimated accuracy of +/- 6 seconds.
 AZ0339
 AZ0339.The orthometric height was determined by differential leveling
 AZ0339.and adjusted by the National Geodetic Survey in 1992..
 AZ0339.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0339.rate of 0.0 thru 1.0 mm/km.
 AZ0339
 AZ0339.The geoid height was determined by GEOID03.
 AZ0339
 AZ0339.The dynamic height is computed by dividing the NAVD 88
 AZ0339.geopotential number by the normal gravity value computed on the
 AZ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0339.degrees latitude (g = 980.6199 gals.).
 AZ0339
 AZ0339.The modeled gravity was interpolated from observed gravity values.
 AZ0339
 AZ0339;                    North         East    Units  Estimated Accuracy
 AZ0339;SPC TXSC     - 4,239,630.      334,080.      MT  (+/- 180 meters Scaled)
 AZ0339
 AZ0339                          SUPERSEDED SURVEY CONTROL
 AZ0339
 AZ0339.No superseded survey control is available for this station.
 AZ0339
 AZ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU340183(NAD 83)
 AZ0339_MARKER: DB = BENCH MARK DISK
 AZ0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0339_SP_SET: ABUTMENT
 AZ0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0339
 AZ0339  HISTORY     - Date     Condition        Report By
 AZ0339  HISTORY     - UNK      MONUMENTED       CGS
 AZ0339  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0339
 AZ0339                          STATION DESCRIPTION
 AZ0339
 AZ0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0339'1.8 MI W FROM PUMPVILLE.
 AZ0339'ABOUT 1.8 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0339'PUMPVILLE, VAL VERDE COUNTY, AT MILEPOST 465, ON THE WEST ABUTMENT OF
 AZ0339'BRIDGE 464-I, AND 10 FEET SOUTH OF TRACK.  AN OUTLINED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0096 ***********************************************************************
 DO0096  DESIGNATION -  H 290
 DO0096  PID         -  DO0096
 DO0096  STATE/COUNTY-  TX/ARCHER
 DO0096  USGS QUAD   -  WINDTHORST (1962)
 DO0096
 DO0096                         *CURRENT SURVEY CONTROL
 DO0096  ___________________________________________________________________
 DO0096* NAD 83(1986)-  33 30 59.     (N)    098 26 46.     (W)     SCALED    
 DO0096* NAVD 88     -       352.091  (meters)    1155.15   (feet)  ADJUSTED  
 DO0096  ___________________________________________________________________
 DO0096  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DO0096  DYNAMIC HT  -         351.691 (meters)    1153.84  (feet)  COMP
 DO0096  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 DO0096
 DO0096  VERT ORDER  -  SECOND    CLASS 0
 DO0096
 DO0096.The horizontal coordinates were scaled from a topographic map and have
 DO0096.an estimated accuracy of +/- 6 seconds.
 DO0096
 DO0096.The orthometric height was determined by differential leveling
 DO0096.and adjusted by the National Geodetic Survey in June 1991..
 DO0096
 DO0096.The geoid height was determined by GEOID03.
 DO0096
 DO0096.The dynamic height is computed by dividing the NAVD 88
 DO0096.geopotential number by the normal gravity value computed on the
 DO0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0096.degrees latitude (g = 980.6199 gals.).
 DO0096
 DO0096.The modeled gravity was interpolated from observed gravity values.
 DO0096
 DO0096;                    North         East    Units  Estimated Accuracy
 DO0096;SPC TXNC     - 2,205,120.      605,010.      MT  (+/- 180 meters Scaled)
 DO0096
 DO0096                          SUPERSEDED SURVEY CONTROL
 DO0096
 DO0096  NGVD 29 (??/??/92)  352.01   (m)         1154.9    (f) COMPUTED    2 0
 DO0096
 DO0096.Superseded values are not recommended for survey control.
 DO0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0096.See file dsdata.txt to determine how the superseded data were derived.
 DO0096
 DO0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC514086(NAD 83)
 DO0096_MARKER: DB = BENCH MARK DISK
 DO0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0096_STAMPING: H 290 1934
 DO0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0096+STABILITY: SURFACE MOTION
 DO0096
 DO0096  HISTORY     - Date     Condition        Report By
 DO0096  HISTORY     - 1934     MONUMENTED       CGS
 DO0096  HISTORY     - 1940     MARK NOT FOUND   LOCENG
 DO0096
 DO0096                          STATION DESCRIPTION
 DO0096
 DO0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0096'4.0 MI S FROM WINDTHORST.
 DO0096'4.0 MI S OF AND ALONG STATE HWY 66 35 FEET W OF CENTER OF ROAD.  1
 DO0096'FOOT E OF R/W FENCE.  7 FEET S OF INTERSECTION OF E AND W FENCE LINE
 DO0096'WITH R/W FENCE.  ROAD SWINGING TO SE AT THIS POINT.
 DO0096
 DO0096                          STATION RECOVERY (1940)
 DO0096
 DO0096'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 DO0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1014 ***********************************************************************
 BZ1014  DESIGNATION -  H 292
 BZ1014  PID         -  BZ1014
 BZ1014  STATE/COUNTY-  TX/BOSQUE
 BZ1014  USGS QUAD   -  CLIFTON (1979)
 BZ1014
 BZ1014                         *CURRENT SURVEY CONTROL
 BZ1014  ___________________________________________________________________
 BZ1014* NAD 83(1986)-  31 45 55.     (N)    097 33 46.     (W)     SCALED    
 BZ1014* NAVD 88     -       205.526  (meters)     674.30   (feet)  ADJUSTED  
 BZ1014  ___________________________________________________________________
 BZ1014  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BZ1014  DYNAMIC HT  -         205.266 (meters)     673.44  (feet)  COMP
 BZ1014  MODELED GRAV-     979,371.0   (mgal)                       NAVD 88
 BZ1014
 BZ1014  VERT ORDER  -  SECOND    CLASS 0
 BZ1014
 BZ1014.The horizontal coordinates were scaled from a topographic map and have
 BZ1014.an estimated accuracy of +/- 6 seconds.
 BZ1014
 BZ1014.The orthometric height was determined by differential leveling
 BZ1014.and adjusted by the National Geodetic Survey in June 1991..
 BZ1014
 BZ1014.The geoid height was determined by GEOID03.
 BZ1014
 BZ1014.The dynamic height is computed by dividing the NAVD 88
 BZ1014.geopotential number by the normal gravity value computed on the
 BZ1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1014.degrees latitude (g = 980.6199 gals.).
 BZ1014
 BZ1014.The modeled gravity was interpolated from observed gravity values.
 BZ1014
 BZ1014;                    North         East    Units  Estimated Accuracy
 BZ1014;SPC TX C     - 3,235,920.      962,430.      MT  (+/- 180 meters Scaled)
 BZ1014
 BZ1014                          SUPERSEDED SURVEY CONTROL
 BZ1014
 BZ1014  NGVD 29 (??/??/92)  205.488  (m)          674.17   (f) ADJ UNCH    2 0
 BZ1014
 BZ1014.Superseded values are not recommended for survey control.
 BZ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1014.See file dsdata.txt to determine how the superseded data were derived.
 BZ1014
 BZ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA361153(NAD 83)
 BZ1014_MARKER: DB = BENCH MARK DISK
 BZ1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1014_SP_SET: ABUTMENT
 BZ1014_STAMPING: H 292 1934
 BZ1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1014
 BZ1014  HISTORY     - Date     Condition        Report By
 BZ1014  HISTORY     - 1934     MONUMENTED       CGS
 BZ1014  HISTORY     - 1966     GOOD             NGS
 BZ1014  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1014
 BZ1014                          STATION DESCRIPTION
 BZ1014
 BZ1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1014'1.2 MI S FROM CLIFTON.
 BZ1014'ABOUT 1.2 MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1014'FROM THE STATION AT CLIFTON, BOSQUE COUNTY, AT CATTLE UNDER PASS,
 BZ1014'BRIDGE 269 A, IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT.  AND 8
 BZ1014'FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED H
 BZ1014'292 1934.
 BZ1014
 BZ1014                          STATION RECOVERY (2001)
 BZ1014
 BZ1014'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ1014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2149 ***********************************************************************
 CS2149  DESIGNATION -  H 293
 CS2149  PID         -  CS2149
 CS2149  STATE/COUNTY-  TX/JOHNSON
 CS2149  USGS QUAD   -  CLEBURNE WEST (1978)
 CS2149
 CS2149                         *CURRENT SURVEY CONTROL
 CS2149  ___________________________________________________________________
 CS2149* NAD 83(1986)-  32 20 55.     (N)    097 22 53.     (W)     SCALED    
 CS2149* NAVD 88     -       232.148  (meters)     761.64   (feet)  ADJUSTED  
 CS2149  ___________________________________________________________________
 CS2149  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CS2149  DYNAMIC HT  -         231.865 (meters)     760.71  (feet)  COMP
 CS2149  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 CS2149
 CS2149  VERT ORDER  -  SECOND    CLASS 0
 CS2149
 CS2149.The horizontal coordinates were scaled from a topographic map and have
 CS2149.an estimated accuracy of +/- 6 seconds.
 CS2149
 CS2149.The orthometric height was determined by differential leveling
 CS2149.and adjusted by the National Geodetic Survey in June 1991..
 CS2149
 CS2149.The geoid height was determined by GEOID03.
 CS2149
 CS2149.The dynamic height is computed by dividing the NAVD 88
 CS2149.geopotential number by the normal gravity value computed on the
 CS2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2149.degrees latitude (g = 980.6199 gals.).
 CS2149
 CS2149.The modeled gravity was interpolated from observed gravity values.
 CS2149
 CS2149;                    North         East    Units  Estimated Accuracy
 CS2149;SPC TXNC     - 2,076,180.      705,290.      MT  (+/- 180 meters Scaled)
 CS2149
 CS2149                          SUPERSEDED SURVEY CONTROL
 CS2149
 CS2149  NGVD 29 (??/??/92)  232.126  (m)          761.57   (f) ADJ UNCH    2 0
 CS2149
 CS2149.Superseded values are not recommended for survey control.
 CS2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2149.See file dsdata.txt to determine how the superseded data were derived.
 CS2149
 CS2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA523802(NAD 83)
 CS2149_MARKER: DB = BENCH MARK DISK
 CS2149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2149_SP_SET: MANHOLE
 CS2149_STAMPING: H 293 1934
 CS2149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2149
 CS2149  HISTORY     - Date     Condition        Report By
 CS2149  HISTORY     - 1934     MONUMENTED       CGS
 CS2149  HISTORY     - 1965     GOOD             NGS
 CS2149  HISTORY     - 19910413 GOOD             USPSQD
 CS2149  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 CS2149  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2149
 CS2149                          STATION DESCRIPTION
 CS2149
 CS2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2149'IN CLEBURNE.
 CS2149'AT CLEBURNE, JOHNSON COUNTY, 81 FEET EAST OF THE NORTHEAST CORNER OF
 CS2149'THE GULF, COLORADO AND SANTA FE RAILWAY STATION, 33 FEET SOUTH OF THE
 CS2149'CENTER LINE OF STATE HIGHWAY 68, AND IN THE TOP OF A CONCRETE BOX
 CS2149'PROTECTOR FOR A WATER LINE CONNECTION.  A STANDARD DISK STAMPED H 293
 CS2149'1934.
 CS2149
 CS2149                          STATION RECOVERY (1991)
 CS2149
 CS2149'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWM)
 CS2149'RECOVERED IN GOOD CONDITION.
 CS2149
 CS2149                          STATION RECOVERY (1994)
 CS2149
 CS2149'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2149'MARK NOT FOUND.
 CS2149
 CS2149                          STATION RECOVERY (1999)
 CS2149
 CS2149'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0741 ***********************************************************************
 CS0741  DESIGNATION -  H 294
 CS0741  PID         -  CS0741
 CS0741  STATE/COUNTY-  TX/ELLIS
 CS0741  USGS QUAD   -  WAXAHACHIE (1978)
 CS0741
 CS0741                         *CURRENT SURVEY CONTROL
 CS0741  ___________________________________________________________________
 CS0741* NAD 83(1986)-  32 23 11.     (N)    096 50 54.     (W)     SCALED    
 CS0741* NAVD 88     -       171.512  (meters)     562.70   (feet)  ADJUSTED  
 CS0741  ___________________________________________________________________
 CS0741  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CS0741  DYNAMIC HT  -         171.309 (meters)     562.04  (feet)  COMP
 CS0741  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 CS0741
 CS0741  VERT ORDER  -  SECOND    CLASS 0
 CS0741
 CS0741.The horizontal coordinates were scaled from a topographic map and have
 CS0741.an estimated accuracy of +/- 6 seconds.
 CS0741
 CS0741.The orthometric height was determined by differential leveling
 CS0741.and adjusted by the National Geodetic Survey in June 1991..
 CS0741
 CS0741.The geoid height was determined by GEOID03.
 CS0741
 CS0741.The dynamic height is computed by dividing the NAVD 88
 CS0741.geopotential number by the normal gravity value computed on the
 CS0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0741.degrees latitude (g = 980.6199 gals.).
 CS0741
 CS0741.The modeled gravity was interpolated from observed gravity values.
 CS0741
 CS0741;                    North         East    Units  Estimated Accuracy
 CS0741;SPC TXNC     - 2,081,030.      755,400.      MT  (+/- 180 meters Scaled)
 CS0741
 CS0741                          SUPERSEDED SURVEY CONTROL
 CS0741
 CS0741  NGVD 29 (??/??/92)  171.502  (m)          562.67   (f) ADJ UNCH    2 0
 CS0741
 CS0741.Superseded values are not recommended for survey control.
 CS0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0741.See file dsdata.txt to determine how the superseded data were derived.
 CS0741
 CS0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA024853(NAD 83)
 CS0741_MARKER: DB = BENCH MARK DISK
 CS0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0741_SP_SET: BUILDING
 CS0741_STAMPING: H 294 1934
 CS0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS0741+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 CS0741
 CS0741  HISTORY     - Date     Condition        Report By
 CS0741  HISTORY     - 1934     MONUMENTED       CGS
 CS0741  HISTORY     - 1965     GOOD             NGS
 CS0741  HISTORY     - 20020126 GOOD             USPSQD
 CS0741  HISTORY     - 20020803 GOOD             GEOCAC
 CS0741
 CS0741                          STATION DESCRIPTION
 CS0741
 CS0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS0741'IN WAXAHACHIE.
 CS0741'AT WAXAHACHIE, ELLIS COUNTY, AT THE NORTHWEST CORNER OF THE CITY
 CS0741'SQUARE, AT THE BRICK BUILDING AT 200 WEST MAIN STREET, IN THE SOUTH
 CS0741'CONCRETE WALL, 10 FEET WEST OF THE SOUTHEAST CORNER, AND 8 INCHES
 CS0741'ABOVE THE SIDE WALK.  A STANDARD DISK, STAMPED H 294 1934 AND SET
 CS0741'VERTICALLY.
 CS0741
 CS0741                          STATION RECOVERY (2002)
 CS0741
 CS0741'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS0741'RECOVERED IN GOOD CONDITION.
 CS0741
 CS0741                          STATION RECOVERY (2002)
 CS0741
 CS0741'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0055 ***********************************************************************
 DN0055  DESIGNATION -  H 295 RESET 1959
 DN0055  PID         -  DN0055
 DN0055  STATE/COUNTY-  TX/FANNIN
 DN0055  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0055
 DN0055                         *CURRENT SURVEY CONTROL
 DN0055  ___________________________________________________________________
 DN0055* NAD 83(1986)-  33 36 16.     (N)    096 22 41.     (W)     SCALED    
 DN0055* NAVD 88     -       206.26   (+/-2cm)     676.7    (feet)  VERTCON   
 DN0055  ___________________________________________________________________
 DN0055  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DN0055
 DN0055  VERT ORDER  -  THIRD (See Below)
 DN0055
 DN0055.The horizontal coordinates were scaled from a topographic map and have
 DN0055.an estimated accuracy of +/- 6 seconds.
 DN0055
 DN0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0055.The vertical order pertains to the NGVD 29 superseded value.
 DN0055
 DN0055.The geoid height was determined by GEOID03.
 DN0055
 DN0055;                    North         East    Units  Estimated Accuracy
 DN0055;SPC TXNC     - 2,216,870.      796,910.      MT  (+/- 180 meters Scaled)
 DN0055
 DN0055                          SUPERSEDED SURVEY CONTROL
 DN0055
 DN0055  NGVD 29 (??/??/??)  206.25   (m)          676.7    (f) RESET       3  
 DN0055
 DN0055.Superseded values are not recommended for survey control.
 DN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0055.See file dsdata.txt to determine how the superseded data were derived.
 DN0055
 DN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC432213(NAD 83)
 DN0055_MARKER: DB = BENCH MARK DISK
 DN0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0055_STAMPING: H 295 RESET 1959
 DN0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0055+STABILITY: SURFACE MOTION
 DN0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0055+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 DN0055
 DN0055  HISTORY     - Date     Condition        Report By
 DN0055  HISTORY     - 1959     MONUMENTED       CGS
 DN0055  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 DN0055  HISTORY     - 20021002 GOOD             INDIV
 DN0055
 DN0055                          STATION DESCRIPTION
 DN0055
 DN0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DN0055'1.0 MI W FROM SAVOY.
 DN0055'ABOUT 1.0 MILE WEST ALONG THE T. AND P.R.R. FROM THE DEPOT IN SAVOY,
 DN0055'AND ABOUT 0.4 MILE NORTH OF U.S. HIGHWAY NO. 82, AT A ROAD CROSSING,
 DN0055'AND THE JUNCTION OF A ROAD LEADING WEST ALONG THE SOUTH SIDE OF THE
 DN0055'TRACKS, 20 YARDS WEST OF THE CENTER OF A STONE CULVERT AND A ROAD
 DN0055'LEADING OVER THE TRACKS, 15 YARDS SOUTH OF THE CENTERLINE OF THE
 DN0055'TRACKS AND 9 YARDSD NORTH OF THE CENTERLINE OF THE GRADED ROAD LEADING
 DN0055'WEST.  IT IS ALONG THE DIVIDE BETWEEN THE SOUTH GUTTER OF THE RAILROAD
 DN0055'GRADE AND THE NORTH GUTTER OF THE GRADED ROAD, 10 FEET EAST OF
 DN0055'TELEGRAPH POLE NO. L 28-1914 AND 3 FEET WEST OF A 4 X 4 WITNESS POST.
 DN0055'A DISK STAMPED H 295 RESET 1959 IN A CONCRETE POST WHICH IS ABOUT
 DN0055'FLUSH WITH THE GROUND.
 DN0055
 DN0055                          STATION RECOVERY (1994)
 DN0055
 DN0055'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0055'MARK NOT FOUND.
 DN0055
 DN0055                          STATION RECOVERY (2002)
 DN0055
 DN0055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0055'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1959 CGS SURVEY.
 DN0055'DESCRIPTION IS ADEQUATE WITH CORRECTED COORDINATES OF (N 33 36.278 W
 DN0055'96 22.752) BY DAWGIES OF GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0559 ***********************************************************************
 DM0559  DESIGNATION -  H 296
 DM0559  PID         -  DM0559
 DM0559  STATE/COUNTY-  TX/LAMAR
 DM0559  USGS QUAD   -  PARIS (1984)
 DM0559
 DM0559                         *CURRENT SURVEY CONTROL
 DM0559  ___________________________________________________________________
 DM0559* NAD 83(1986)-  33 38 53.     (N)    095 34 13.     (W)     SCALED    
 DM0559* NAVD 88     -       164.129  (meters)     538.48   (feet)  ADJUSTED  
 DM0559  ___________________________________________________________________
 DM0559  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DM0559  DYNAMIC HT  -         163.957 (meters)     537.92  (feet)  COMP
 DM0559  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 DM0559
 DM0559  VERT ORDER  -  SECOND    CLASS 0
 DM0559
 DM0559.The horizontal coordinates were scaled from a topographic map and have
 DM0559.an estimated accuracy of +/- 6 seconds.
 DM0559
 DM0559.The orthometric height was determined by differential leveling
 DM0559.and adjusted by the National Geodetic Survey in June 1991..
 DM0559
 DM0559.The geoid height was determined by GEOID03.
 DM0559
 DM0559.The dynamic height is computed by dividing the NAVD 88
 DM0559.geopotential number by the normal gravity value computed on the
 DM0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0559.degrees latitude (g = 980.6199 gals.).
 DM0559
 DM0559.The modeled gravity was interpolated from observed gravity values.
 DM0559
 DM0559;                    North         East    Units  Estimated Accuracy
 DM0559;SPC TXNC     - 2,223,510.      871,720.      MT  (+/- 180 meters Scaled)
 DM0559
 DM0559                          SUPERSEDED SURVEY CONTROL
 DM0559
 DM0559  NGVD 29 (??/??/92)  164.110  (m)          538.42   (f) ADJ UNCH    2 0
 DM0559
 DM0559.Superseded values are not recommended for survey control.
 DM0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0559.See file dsdata.txt to determine how the superseded data were derived.
 DM0559
 DM0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT616260(NAD 83)
 DM0559_MARKER: DB = BENCH MARK DISK
 DM0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0559_STAMPING: H 296 1934
 DM0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0559+STABILITY: SURFACE MOTION
 DM0559
 DM0559  HISTORY     - Date     Condition        Report By
 DM0559  HISTORY     - 1934     MONUMENTED       CGS
 DM0559  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 DM0559
 DM0559                          STATION DESCRIPTION
 DM0559
 DM0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0559'1.0 MI W FROM PARIS.
 DM0559'1.0 MI W OF AND ALONG THE T P R R.  400 FEET W OF THE CROSSING OF THE
 DM0559'SANTE FE R. R.-- FORTY FEET N OF THE CENTER OF THE TRACK.  CLOSE TO
 DM0559'R/W FENCE.  ABOUT 250 FEET E OF MILE POST 92.
 DM0559
 DM0559                          STATION RECOVERY (1995)
 DM0559
 DM0559'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0663 ***********************************************************************
 BY0663  DESIGNATION -  H 298
 BY0663  PID         -  BY0663
 BY0663  STATE/COUNTY-  TX/ANGELINA
 BY0663  USGS QUAD   -  WELLS (1980)
 BY0663
 BY0663                         *CURRENT SURVEY CONTROL
 BY0663  ___________________________________________________________________
 BY0663* NAD 83(1986)-  31 28 29.     (N)    094 55 04.     (W)     SCALED    
 BY0663* NAVD 88     -        88.54   (+/-2cm)     290.5    (feet)  VERTCON   
 BY0663  ___________________________________________________________________
 BY0663  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY0663
 BY0663  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0663
 BY0663.The horizontal coordinates were scaled from a topographic map and have
 BY0663.an estimated accuracy of +/- 6 seconds.
 BY0663
 BY0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0663.The vertical order pertains to the NGVD 29 superseded value.
 BY0663
 BY0663.The geoid height was determined by GEOID03.
 BY0663
 BY0663;                    North         East    Units  Estimated Accuracy
 BY0663;SPC TX C     - 3,212,960.    1,214,380.      MT  (+/- 180 meters Scaled)
 BY0663
 BY0663                          SUPERSEDED SURVEY CONTROL
 BY0663
 BY0663  NGVD 29 (??/??/92)   88.601  (m)          290.69   (f) ADJ UNCH    2 0
 BY0663
 BY0663.Superseded values are not recommended for survey control.
 BY0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0663.See file dsdata.txt to determine how the superseded data were derived.
 BY0663
 BY0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ178838(NAD 83)
 BY0663_MARKER: DB = BENCH MARK DISK
 BY0663_SETTING: 0 = UNSPECIFIED SETTING
 BY0663_STAMPING: H 298 1934
 BY0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0663
 BY0663  HISTORY     - Date     Condition        Report By
 BY0663  HISTORY     - 1934     MONUMENTED       CGS
 BY0663  HISTORY     - 1938     GOOD             NGS
 BY0663
 BY0663                          STATION DESCRIPTION
 BY0663
 BY0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY0663'1.7 MI SE FROM WELLS.
 BY0663'1.7 MILES SOUTHEAST OF WELLS FROM WATER TOWER BY RAIL.  ON THE ST.L.
 BY0663'AND S.W. R.R. 1 POLE SOUTHEAST OF TEL. POLE NO. 621/0.  42.0 FT.
 BY0663'SOUTHWEST OF THE CENTER OF TRACK.  30.0 FT. NORTHEAST OF THE CENTER OF
 BY0663'A TARVIA ROAD.  3.0 FT. EAST OF A TEL. POLE.  15.0 FT. EAST OF A
 BY0663'PRIVATE ROAD.  6 INCHES ABOVE THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0102 ***********************************************************************
 BY0102  DESIGNATION -  H 299
 BY0102  PID         -  BY0102
 BY0102  STATE/COUNTY-  TX/NACOGDOCHES
 BY0102  USGS QUAD   -  CHIRENO SOUTH (1984)
 BY0102
 BY0102                         *CURRENT SURVEY CONTROL
 BY0102  ___________________________________________________________________
 BY0102* NAD 83(1986)-  31 29 44.     (N)    094 21 31.     (W)     SCALED    
 BY0102* NAVD 88     -        68.16   (+/-2cm)     223.6    (feet)  VERTCON   
 BY0102  ___________________________________________________________________
 BY0102  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY0102
 BY0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0102
 BY0102.The horizontal coordinates were scaled from a topographic map and have
 BY0102.an estimated accuracy of +/- 6 seconds.
 BY0102
 BY0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0102.The vertical order pertains to the NGVD 29 superseded value.
 BY0102
 BY0102.The geoid height was determined by GEOID03.
 BY0102
 BY0102;                    North         East    Units  Estimated Accuracy
 BY0102;SPC TX C     - 3,217,980.    1,267,320.      MT  (+/- 180 meters Scaled)
 BY0102
 BY0102                          SUPERSEDED SURVEY CONTROL
 BY0102
 BY0102  NGVD 29 (??/??/92)   68.204  (m)          223.77   (f) ADJ UNCH    2 0
 BY0102
 BY0102.Superseded values are not recommended for survey control.
 BY0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0102.See file dsdata.txt to determine how the superseded data were derived.
 BY0102
 BY0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ709853(NAD 83)
 BY0102_MARKER: DB = BENCH MARK DISK
 BY0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0102_STAMPING: H 299 1934
 BY0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0102+STABILITY: SURFACE MOTION
 BY0102
 BY0102  HISTORY     - Date     Condition        Report By
 BY0102  HISTORY     - 1934     MONUMENTED       CGS
 BY0102  HISTORY     - 1956     MARK NOT FOUND   USGS
 BY0102  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0102
 BY0102                          STATION DESCRIPTION
 BY0102
 BY0102'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BY0102'IN CHIRENO.
 BY0102'AT CHIRENO, NACOGDOCHES COUNTY, ON THE ANGELINA AND NECHES RIVER
 BY0102'RAILROAD, 87 FEET EAST OF THE STATION, 100 FEET NORTHEAST OF THE
 BY0102'CENTERLINE OF THE TRACK, 70 FEET SOUTHEAST OF THE CENTERLINE OF THE
 BY0102'ROAD LEADING TO THE STATION, 25 FEET NORTHEAST OF A LARGE OAK TREE, 5
 BY0102'FEET WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 BY0102
 BY0102                          STATION RECOVERY (1998)
 BY0102
 BY0102'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0256 ***********************************************************************
 AZ0256  DESIGNATION -  H 30
 AZ0256  PID         -  AZ0256
 AZ0256  STATE/COUNTY-  TX/VAL VERDE
 AZ0256  USGS QUAD   -  COMSTOCK (1972)
 AZ0256
 AZ0256                         *CURRENT SURVEY CONTROL
 AZ0256  ___________________________________________________________________
 AZ0256* NAD 83(1986)-  29 41 47.     (N)    101 13 02.     (W)     SCALED    
 AZ0256* NAVD 88     -       474.326  (meters)    1556.18   (feet)  POSTED    
 AZ0256  ___________________________________________________________________
 AZ0256  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0256  DYNAMIC HT  -         473.630 (meters)    1553.90  (feet)  COMP
 AZ0256  MODELED GRAV-     979,165.9   (mgal)                       NAVD 88
 AZ0256
 AZ0256  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0256
 AZ0256.The horizontal coordinates were scaled from a topographic map and have
 AZ0256.an estimated accuracy of +/- 6 seconds.
 AZ0256
 AZ0256.The orthometric height was determined by differential leveling
 AZ0256.and adjusted by the National Geodetic Survey in 1992..
 AZ0256.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0256.rate of 1.1 thru 2.0 mm/km.
 AZ0256
 AZ0256.The geoid height was determined by GEOID03.
 AZ0256
 AZ0256.The dynamic height is computed by dividing the NAVD 88
 AZ0256.geopotential number by the normal gravity value computed on the
 AZ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0256.degrees latitude (g = 980.6199 gals.).
 AZ0256
 AZ0256.The modeled gravity was interpolated from observed gravity values.
 AZ0256
 AZ0256;                    North         East    Units  Estimated Accuracy
 AZ0256;SPC TXSC     - 4,208,510.      385,460.      MT  (+/- 180 meters Scaled)
 AZ0256
 AZ0256                          SUPERSEDED SURVEY CONTROL
 AZ0256
 AZ0256.No superseded survey control is available for this station.
 AZ0256
 AZ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT854872(NAD 83)
 AZ0256_MARKER: Z = SEE DESCRIPTION
 AZ0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0256_SP_SET: FOUNDATION
 AZ0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0256
 AZ0256  HISTORY     - Date     Condition        Report By
 AZ0256  HISTORY     - UNK      MONUMENTED       CGS
 AZ0256  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0256
 AZ0256                          STATION DESCRIPTION
 AZ0256
 AZ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0256'2.5 MI W FROM COMSTOCK.
 AZ0256'ABOUT 2.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0256'COMSTOCK, VAL VERDE COUNTY, ABOUT 10 POLES EAST OF MILEPOST 417, IN
 AZ0256'THE CONCRETE FOUNDATION OF BLOCK SIGNAL 4166, AND 6 FEET SOUTH OF THE
 AZ0256'TRACK.  THE BOTTOM OF A SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0228 ***********************************************************************
 BZ0228  DESIGNATION -  H 300 RESET 1958
 BZ0228  PID         -  BZ0228
 BZ0228  STATE/COUNTY-  TX/FREESTONE
 BZ0228  USGS QUAD   -  TURLINGTON (1982)
 BZ0228
 BZ0228                         *CURRENT SURVEY CONTROL
 BZ0228  ___________________________________________________________________
 BZ0228* NAD 83(1986)-  31 42 02.     (N)    096 05 33.     (W)     SCALED    
 BZ0228* NAVD 88     -       137.90   (+/-2cm)     452.4    (feet)  VERTCON   
 BZ0228  ___________________________________________________________________
 BZ0228  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 BZ0228
 BZ0228  VERT ORDER  -  THIRD (See Below)
 BZ0228
 BZ0228.The horizontal coordinates were scaled from a topographic map and have
 BZ0228.an estimated accuracy of +/- 6 seconds.
 BZ0228
 BZ0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0228.The vertical order pertains to the NGVD 29 superseded value.
 BZ0228
 BZ0228.The geoid height was determined by GEOID03.
 BZ0228
 BZ0228;                    North         East    Units  Estimated Accuracy
 BZ0228;SPC TX C     - 3,233,140.    1,101,910.      MT  (+/- 180 meters Scaled)
 BZ0228
 BZ0228                          SUPERSEDED SURVEY CONTROL
 BZ0228
 BZ0228  NGVD 29 (??/??/??)  137.89   (m)          452.4    (f) RESET       3  
 BZ0228
 BZ0228.Superseded values are not recommended for survey control.
 BZ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0228.See file dsdata.txt to determine how the superseded data were derived.
 BZ0228
 BZ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA755109(NAD 83)
 BZ0228_MARKER: DB = BENCH MARK DISK
 BZ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0228_STAMPING: H 300 RESET 1958
 BZ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0228+STABILITY: SURFACE MOTION
 BZ0228
 BZ0228  HISTORY     - Date     Condition        Report By
 BZ0228  HISTORY     - 1958     MONUMENTED       CGS
 BZ0228
 BZ0228                          STATION DESCRIPTION
 BZ0228
 BZ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ0228'4.1 MI SE FROM FAIRFIELD.
 BZ0228'ABOUT 4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.84 FROM THE COURT
 BZ0228'HOUSE SQUARE IN FAIRFIELD, 63 FEET SOUTH OF THE CENTERLINE OF THE
 BZ0228'HIGHWAY AND HIGHWAY SURVEY STA. 1322 + 42, 1 FOOT WEST OF THE EAST
 BZ0228'FENCE OF A FARM YARD AND ABOUT 25 YARDS NORTH OF THE WHITE FARM HOUSE.
 BZ0228'A STANDARD DISK STAMPED H 300 RESET 1958 IN A CONCRETE POST SET FLUSH
 BZ0228'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2118 ***********************************************************************
 BX2118  DESIGNATION -  H 302
 BX2118  PID         -  BX2118
 BX2118  STATE/COUNTY-  TX/NEWTON
 BX2118  USGS QUAD   -  WIERGATE (1985)
 BX2118
 BX2118                         *CURRENT SURVEY CONTROL
 BX2118  ___________________________________________________________________
 BX2118* NAD 83(1986)-  31 01 07.     (N)    093 38 17.     (W)     SCALED    
 BX2118* NAVD 88     -        68.31   (+/-2cm)     224.1    (feet)  VERTCON   
 BX2118  ___________________________________________________________________
 BX2118  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BX2118
 BX2118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2118
 BX2118.The horizontal coordinates were scaled from a topographic map and have
 BX2118.an estimated accuracy of +/- 6 seconds.
 BX2118
 BX2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2118.The vertical order pertains to the NGVD 29 superseded value.
 BX2118
 BX2118.The geoid height was determined by GEOID03.
 BX2118
 BX2118;                    North         East    Units  Estimated Accuracy
 BX2118;SPC TX C     - 3,169,100.    1,338,840.      MT  (+/- 180 meters Scaled)
 BX2118
 BX2118                          SUPERSEDED SURVEY CONTROL
 BX2118
 BX2118  NGVD 29 (??/??/??)   68.376  (m)          224.33   (f) ADJUSTED    2 0
 BX2118
 BX2118.Superseded values are not recommended for survey control.
 BX2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2118.See file dsdata.txt to determine how the superseded data were derived.
 BX2118
 BX2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ390318(NAD 83)
 BX2118_MARKER: DB = BENCH MARK DISK
 BX2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2118_STAMPING: H 302 1935
 BX2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2118+STABILITY: SURFACE MOTION
 BX2118
 BX2118  HISTORY     - Date     Condition        Report By
 BX2118  HISTORY     - 1935     MONUMENTED       CGS
 BX2118  HISTORY     - 1981     MARK NOT FOUND   USGS
 BX2118
 BX2118                          STATION DESCRIPTION
 BX2118
 BX2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BX2118'2.4 MI NE FROM BURKEVILLE.
 BX2118'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM BURKEVILLE, NEWTON
 BX2118'COUNTY, AT THE EDGE OF A CULTIVATED FIELD, ABOUT 260 YARDS NORTH OF A
 BX2118'FARMHOUSE, ABOUT 200 FEET NORTH OF A CURVE, 30 FEET WEST OF THE
 BX2118'CENTERLINE OF THE HIGHWAY, AND 20 FEET SOUTHWEST OF A RAIL FENCE
 BX2118'CORNER.  A STANDARD DISK, STAMPED H 302 1935 AND SET IN THE TOP OF A
 BX2118'CONCRETE POST.
 BX2118
 BX2118                          STATION RECOVERY (1981)
 BX2118
 BX2118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BX2118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0984 ***********************************************************************
 BY0984  DESIGNATION -  H 303
 BY0984  PID         -  BY0984
 BY0984  STATE/COUNTY-  TX/ANGELINA
 BY0984  USGS QUAD   -  HUNTINGTON (1980)
 BY0984
 BY0984                         *CURRENT SURVEY CONTROL
 BY0984  ___________________________________________________________________
 BY0984* NAD 83(1986)-  31 19 24.     (N)    094 36 25.     (W)     SCALED    
 BY0984* NAVD 88     -        94.40   (+/-2cm)     309.7    (feet)  VERTCON   
 BY0984  ___________________________________________________________________
 BY0984  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BY0984
 BY0984  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0984
 BY0984.The horizontal coordinates were scaled from a topographic map and have
 BY0984.an estimated accuracy of +/- 6 seconds.
 BY0984
 BY0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0984.The vertical order pertains to the NGVD 29 superseded value.
 BY0984
 BY0984.The geoid height was determined by GEOID03.
 BY0984
 BY0984;                    North         East    Units  Estimated Accuracy
 BY0984;SPC TX C     - 3,197,680.    1,244,740.      MT  (+/- 180 meters Scaled)
 BY0984
 BY0984                          SUPERSEDED SURVEY CONTROL
 BY0984
 BY0984  NGVD 29 (??/??/92)   94.444  (m)          309.86   (f) ADJ UNCH    2 0
 BY0984
 BY0984.Superseded values are not recommended for survey control.
 BY0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0984.See file dsdata.txt to determine how the superseded data were derived.
 BY0984
 BY0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ471665(NAD 83)
 BY0984_MARKER: DB = BENCH MARK DISK
 BY0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0984_STAMPING: H 303 1934
 BY0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0984+STABILITY: SURFACE MOTION
 BY0984
 BY0984  HISTORY     - Date     Condition        Report By
 BY0984  HISTORY     - 1934     MONUMENTED       CGS
 BY0984  HISTORY     - 1952     GOOD             NGS
 BY0984
 BY0984                          STATION DESCRIPTION
 BY0984
 BY0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0984'3.55 MI NW FROM HUNTINGTON.
 BY0984'3.55 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0984'STATION AT HUNTINGTON, 0.45 MILE NORTHWEST OF MILEPOST 130, AT AN
 BY0984'ABANDONED RAILROAD CROSSING, 138 FEET NORTHEAST OF THE MOST
 BY0984'NORTHEASTERLY ONE OF TWO LARGE MAPLE TREES, 48 FEET NORTHEAST OF THE
 BY0984'NORTHEAST RAIL, 3.8 FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF A
 BY0984'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0018 ***********************************************************************
 BL0018  DESIGNATION -  H 304
 BL0018  PID         -  BL0018
 BL0018  STATE/COUNTY-  TX/TYLER
 BL0018  USGS QUAD   -  HILLISTER (1984)
 BL0018
 BL0018                         *CURRENT SURVEY CONTROL
 BL0018  ___________________________________________________________________
 BL0018* NAD 83(1986)-  30 42 45.     (N)    094 23 40.     (W)     SCALED    
 BL0018* NAVD 88     -        74.21   (+/-2cm)     243.5    (feet)  VERTCON   
 BL0018  ___________________________________________________________________
 BL0018  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL0018
 BL0018  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0018
 BL0018.The horizontal coordinates were scaled from a topographic map and have
 BL0018.an estimated accuracy of +/- 6 seconds.
 BL0018
 BL0018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0018.The vertical order pertains to the NGVD 29 superseded value.
 BL0018
 BL0018.The geoid height was determined by GEOID03.
 BL0018
 BL0018;                    North         East    Units  Estimated Accuracy
 BL0018;SPC TX C     - 3,131,120.    1,268,550.      MT  (+/- 180 meters Scaled)
 BL0018
 BL0018                          SUPERSEDED SURVEY CONTROL
 BL0018
 BL0018  NGVD 29 (??/??/92)   74.206  (m)          243.46   (f) ADJ UNCH    2 0
 BL0018
 BL0018.Superseded values are not recommended for survey control.
 BL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0018.See file dsdata.txt to determine how the superseded data were derived.
 BL0018
 BL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP664985(NAD 83)
 BL0018_MARKER: DB = BENCH MARK DISK
 BL0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0018_STAMPING: H 304 1934
 BL0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0018+STABILITY: SURFACE MOTION
 BL0018
 BL0018  HISTORY     - Date     Condition        Report By
 BL0018  HISTORY     - 1934     MONUMENTED       CGS
 BL0018
 BL0018                          STATION DESCRIPTION
 BL0018
 BL0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0018'4.7 MI S FROM WOODVILLE.
 BL0018'4.7 MI S OF AND ALONG THE S P R R 60 YARDS N OF MILEPOST 80.  12 YARDS
 BL0018'E OF CENTER OF TRACK.  35 YARDS SE OF ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0586 ***********************************************************************
 AW0586  DESIGNATION -  H 305
 AW0586  PID         -  AW0586
 AW0586  STATE/COUNTY-  TX/GALVESTON
 AW0586  USGS QUAD   -  GALVESTON (1994)
 AW0586
 AW0586                         *CURRENT SURVEY CONTROL
 AW0586  ___________________________________________________________________
 AW0586* NAD 83(1986)-  29 18 42.     (N)    094 46 00.     (W)     SCALED    
 AW0586* NAVD 88     -         4.247  (meters)      13.93   (feet)  ADJUSTED  
 AW0586  ___________________________________________________________________
 AW0586  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW0586  DYNAMIC HT  -           4.241 (meters)      13.91  (feet)  COMP
 AW0586  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 AW0586
 AW0586  VERT ORDER  -  FIRST     CLASS II
 AW0586
 AW0586.The horizontal coordinates were scaled from a topographic map and have
 AW0586.an estimated accuracy of +/- 6 seconds.
 AW0586
 AW0586.The orthometric height was determined by differential leveling
 AW0586.and adjusted by the National Geodetic Survey in March 1997..
 AW0586
 AW0586.The geoid height was determined by GEOID03.
 AW0586
 AW0586.The dynamic height is computed by dividing the NAVD 88
 AW0586.geopotential number by the normal gravity value computed on the
 AW0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0586.degrees latitude (g = 980.6199 gals.).
 AW0586
 AW0586.The modeled gravity was interpolated from observed gravity values.
 AW0586
 AW0586;                    North         East    Units  Estimated Accuracy
 AW0586;SPC TXSC     - 4,171,280.    1,011,100.      MT  (+/- 180 meters Scaled)
 AW0586
 AW0586                          SUPERSEDED SURVEY CONTROL
 AW0586
 AW0586  NAVD 88 (06/15/91)    4.291  (m)           14.08   (f) UNKNOWN     1 1
 AW0586  NGVD 29 (12/23/87)    4.288  (m)           14.07   (f) ADJUSTED    1 1
 AW0586
 AW0586.Superseded values are not recommended for survey control.
 AW0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0586.See file dsdata.txt to determine how the superseded data were derived.
 AW0586
 AW0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN284438(NAD 83)
 AW0586_MARKER: DB = BENCH MARK DISK
 AW0586_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0586_SP_SET: SEAWALL
 AW0586_STAMPING: H 305 1935 ELEV 15.092 FT
 AW0586_MARK LOGO: CGS   
 AW0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0586+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0586
 AW0586  HISTORY     - Date     Condition        Report By
 AW0586  HISTORY     - 1935     MONUMENTED       CGS
 AW0586  HISTORY     - 1964     GOOD             NGS
 AW0586  HISTORY     - 1978     GOOD             NGS
 AW0586  HISTORY     - 1984     GOOD             USPSQD
 AW0586  HISTORY     - 1987     GOOD             USPSQD
 AW0586  HISTORY     - 1987     GOOD             NGS
 AW0586  HISTORY     - 1988     GOOD             USPSQD
 AW0586  HISTORY     - 1988     GOOD             USPSQD
 AW0586  HISTORY     - 1988     GOOD             USPSQD
 AW0586  HISTORY     - 1988     GOOD             USPSQD
 AW0586  HISTORY     - 1988     GOOD             USPSQD
 AW0586  HISTORY     - 1988     GOOD             USPSQD
 AW0586  HISTORY     - 1988     GOOD             USPSQD
 AW0586  HISTORY     - 1988     GOOD             USPSQD
 AW0586  HISTORY     - 1988     GOOD             USPSQD
 AW0586  HISTORY     - 1989     GOOD             USPSQD
 AW0586  HISTORY     - 1989     GOOD             USPSQD
 AW0586  HISTORY     - 1989     GOOD             USPSQD
 AW0586  HISTORY     - 1989     GOOD             USPSQD
 AW0586  HISTORY     - 1989     GOOD             USPSQD
 AW0586  HISTORY     - 1989     GOOD             USPSQD
 AW0586  HISTORY     - 1989     GOOD             USPSQD
 AW0586  HISTORY     - 1990     GOOD             USPSQD
 AW0586  HISTORY     - 19940917 GOOD             USPSQD
 AW0586  HISTORY     - 19950722 GOOD             USPSQD
 AW0586  HISTORY     - 19951006 GOOD             CHANCE
 AW0586  HISTORY     - 19961205 GOOD             NGS
 AW0586  HISTORY     - 20031210 GOOD             USPSQD
 AW0586  HISTORY     - 20041210 GOOD             USPSQD
 AW0586  HISTORY     - 20051214 GOOD             USPSQD
 AW0586
 AW0586                          STATION DESCRIPTION
 AW0586
 AW0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0586'1.95 MI NE FROM GALVESTON.
 AW0586'ABOUT 1.95 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0586'CENTER AT GALVESTON, OR ABOUT 1.4 MILES NORTHEAST ALONG MARKET STREET
 AW0586'FROM THE GULF, COLORADO, AND SANTA FE RAILROAD STATION AT GALVESTON
 AW0586'THENCE 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 87, ABOUT 0.25 MILE
 AW0586'NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 87, 51 FEET SOUTHEAST
 AW0586'OF THE CENTER LINE OF THE BOULEVARD, 18 FEET NORTHEAST OF A POWER LINE
 AW0586'CROSSING OVER THE BOULEVARD, SET IN THE CENTER OF THE TOP OF THE
 AW0586'CONCRETE SEA WALL, AND ABOUT LEVEL WITH THE BOULEVARD.
 AW0586
 AW0586                          STATION RECOVERY (1978)
 AW0586
 AW0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1984)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1987)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1987)
 AW0586
 AW0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0586'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--3.1 KM
 AW0586'(1.95 MI) NORTHEAST OF MOODY CENTER.
 AW0586
 AW0586                          STATION RECOVERY (1988)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1988)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1988 (MQK)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1988)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1988)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1988)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1988)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1988)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1988)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1988)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1989)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1989)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1989)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1989)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1989)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJC)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1989)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1989)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1990)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1994)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1995)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (1995)
 AW0586
 AW0586'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0586'RECOVERED AS DESCRIBED.  ADDITIONAL TIES FOLLOW.  ACROSS THE BOULEVARD
 AW0586'FROM SEAWALL EAST APARTMENTS, 0.2 M (0.7 FT) NORTHWEST OF THE SOUTEAST
 AW0586'EDGE OF THE SEAWALL, 4.4 M (14.4 FT) SOUTHEAST OF THE SOUTHEAST EDGE
 AW0586'OF SEAWALL BOULEVARD, 25.9 M (85.0 FT) SOUTHWEST OF A --CAUTION DROP
 AW0586'OFF-- SIGN, 34.7 M (113.8 FT) NORTEAST OF A SIGNPOST WITH NO SIGN,
 AW0586'65.4 M (214.6 FT) SOUTHWEST OF CENTER OF AN UNNAMED ROAD LEADING TO
 AW0586'THE SOUTHEAST.
 AW0586
 AW0586                          STATION RECOVERY (1996)
 AW0586
 AW0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0586'0.9 KM (0.55 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW0586'JUNCTION OF BROADWAY AVENUE IN GALVESTON, IN A CONCRETE SEAWALL ALONG
 AW0586'THE SOUTH SIDE OF THE BOULEVARD, 65.4 M (214.6 FT) SOUTHWEST OF THE
 AW0586'CENTER OF EAST BEACH DRIVE, 11.8 M (38.7 FT) SOUTHEAST OF THE
 AW0586'BOULEVARD CENTERLINE, 6.9 M (22.6 FT) NORTH OF A UTILITY LINE CROSSING
 AW0586'THE BOULEVARD, 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AW0586'SEAWALL, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE BOULEVARD, AND ACROSS
 AW0586'THE BOULEVARD FROM THE SEAWALL EAST APARTMENTS.
 AW0586
 AW0586                          STATION RECOVERY (2003)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (2004)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0586'RECOVERED IN GOOD CONDITION.
 AW0586
 AW0586                          STATION RECOVERY (2005)
 AW0586
 AW0586'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0586'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2357 ***********************************************************************
 AW2357  DESIGNATION -  H 306
 AW2357  PID         -  AW2357
 AW2357  STATE/COUNTY-  TX/FORT BEND
 AW2357  USGS QUAD   -  ALMEDA (1995)
 AW2357
 AW2357                         *CURRENT SURVEY CONTROL
 AW2357  ___________________________________________________________________
 AW2357* NAD 83(1986)-  29 30 18.     (N)    095 29 04.     (W)     SCALED    
 AW2357* NAVD 88     -        20.71   (+/-2cm)      67.9    (feet)  VERTCON   
 AW2357  ___________________________________________________________________
 AW2357  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2357
 AW2357  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2357
 AW2357.The horizontal coordinates were scaled from a topographic map and have
 AW2357.an estimated accuracy of +/- 6 seconds.
 AW2357
 AW2357.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2357.The vertical order pertains to the NGVD 29 superseded value.
 AW2357
 AW2357.The geoid height was determined by GEOID03.
 AW2357
 AW2357;                    North         East    Units  Estimated Accuracy
 AW2357;SPC TXSC     - 4,190,390.      940,780.      MT  (+/- 180 meters Scaled)
 AW2357
 AW2357                          SUPERSEDED SURVEY CONTROL
 AW2357
 AW2357  NGVD 29 (??/??/92)   20.709  (m)           67.94   (f) ADJ UNCH    1 2
 AW2357
 AW2357.Superseded values are not recommended for survey control.
 AW2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2357.See file dsdata.txt to determine how the superseded data were derived.
 AW2357
 AW2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN591665(NAD 83)
 AW2357_MARKER: DB = BENCH MARK DISK
 AW2357_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW2357+WITH SETTING: PAVEMENT
 AW2357_SP_SET: CONCRETE ENGINE BASE
 AW2357_STAMPING: H 306 1935
 AW2357_MARK LOGO: CGS   
 AW2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2357+STABILITY: SURFACE MOTION
 AW2357
 AW2357  HISTORY     - Date     Condition        Report By
 AW2357  HISTORY     - 1935     MONUMENTED       CGS
 AW2357  HISTORY     - 1973     GOOD             NGS
 AW2357  HISTORY     - 1978     GOOD             NGS
 AW2357  HISTORY     - 1986     POOR             NGS
 AW2357  HISTORY     - 1987     GOOD             USPSQD
 AW2357  HISTORY     - 1988     GOOD             USPSQD
 AW2357  HISTORY     - 19901208 POOR             USPSQD
 AW2357  HISTORY     - 19941022 POOR             USPSQD
 AW2357  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW2357
 AW2357                          STATION DESCRIPTION
 AW2357
 AW2357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2357'1.75 MI SW FROM ARCOLA.
 AW2357'0.5 MILE SOUTH ALONG STATE HIGHWAY 288 FROM THE INTERSECTION OF STATE
 AW2357'HIGHWAY 6 AT ARCOLA, THENCE 1.25 MILES WEST ALONG THE ATCHISON, TOPEKA
 AW2357'AND SANTA FE RAILWAY, 0.1 MILE EAST OF A ROAD CROSSING AT DUKE SIDING,
 AW2357'5 1/2 POLES WEST OF MILEPOLE 44, 97 FEET NORTHEAST AND ACROSS THE
 AW2357'TRACK FROM DUKE SIDING SIGN, IN THE TOP OF THE APPROXIMATE CENTER OF A
 AW2357'2- BY 2-FOOT CONCRETE BLOCK FORMER ENGINE BASE WHICH PROJECTS ABOUT 1
 AW2357'1/2 FEET ABOVE THE GROUND.  48.4 FEET NORTH OF THE NORTH RAIL OF SIDE
 AW2357'TRACK, 63.9 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 25.0 FEET
 AW2357'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.5 FEET NORTHEAST OF A WITNESS
 AW2357'POST.
 AW2357
 AW2357                          STATION RECOVERY (1978)
 AW2357
 AW2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2357'RECOVERED IN GOOD CONDITION.
 AW2357
 AW2357                          STATION RECOVERY (1986)
 AW2357
 AW2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2357'RECOVERED IN POOR CONDITION, THE CONCRETE IS LOOSE IN THE GROUND.  NOT
 AW2357'LEVELED DURING THIS SURVEY.
 AW2357
 AW2357                          STATION RECOVERY (1987)
 AW2357
 AW2357'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2357'RECOVERED IN GOOD CONDITION.
 AW2357
 AW2357                          STATION RECOVERY (1988)
 AW2357
 AW2357'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW2357'RECOVERED IN GOOD CONDITION.
 AW2357
 AW2357                          STATION RECOVERY (1990)
 AW2357
 AW2357'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2357'MARK RECOVERED IN POOR CONDITION.
 AW2357
 AW2357                          STATION RECOVERY (1994)
 AW2357
 AW2357'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2357'MARK RECOVERED IN POOR CONDITION.
 AW2357
 AW2357                          STATION RECOVERY (1999)
 AW2357
 AW2357'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0319 ***********************************************************************
 AX0319  DESIGNATION -  H 307
 AX0319  PID         -  AX0319
 AX0319  STATE/COUNTY-  TX/WHARTON
 AX0319  USGS QUAD   -  GLEN FLORA (1980)
 AX0319
 AX0319                         *CURRENT SURVEY CONTROL
 AX0319  ___________________________________________________________________
 AX0319* NAD 83(1986)-  29 16 11.     (N)    096 08 57.     (W)     SCALED    
 AX0319* NAVD 88     -        30.26   (+/-2cm)      99.3    (feet)  VERTCON   
 AX0319  ___________________________________________________________________
 AX0319  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0319
 AX0319  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0319
 AX0319.The horizontal coordinates were scaled from a topographic map and have
 AX0319.an estimated accuracy of +/- 6 seconds.
 AX0319
 AX0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0319.The vertical order pertains to the NGVD 29 superseded value.
 AX0319
 AX0319.The geoid height was determined by GEOID03.
 AX0319
 AX0319;                    North         East    Units  Estimated Accuracy
 AX0319;SPC TXSC     - 4,162,570.      876,990.      MT  (+/- 180 meters Scaled)
 AX0319
 AX0319                          SUPERSEDED SURVEY CONTROL
 AX0319
 AX0319  NGVD 29 (??/??/92)   30.265  (m)           99.29   (f) ADJ UNCH    2 0
 AX0319
 AX0319.Superseded values are not recommended for survey control.
 AX0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0319.See file dsdata.txt to determine how the superseded data were derived.
 AX0319
 AX0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT770412(NAD 83)
 AX0319_MARKER: DB = BENCH MARK DISK
 AX0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0319_STAMPING: H 307 1935
 AX0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0319+STABILITY: SURFACE MOTION
 AX0319
 AX0319  HISTORY     - Date     Condition        Report By
 AX0319  HISTORY     - 1935     MONUMENTED       CGS
 AX0319  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0319
 AX0319                          STATION DESCRIPTION
 AX0319
 AX0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0319'4 9 MI SW FROM WHARTON.
 AX0319'4.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE COURTHOUSE AT
 AX0319'WHARTON, WHARTON COUNTY, JUST NORTH OF THE TEXAS AND NEW ORLEANS
 AX0319'RAILROAD STATION AT MACKAY, 100 FEET SOUTHWEST OF RAILROAD MILEPOST
 AX0319'30, AT A ROAD CROSSING, 50 FEET NORTH OF THE ROAD, AND 35 FEET
 AX0319'SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDRD DISK, STAMPED H
 AX0319'307 1935 AND SET IN THE TOP OF A CONCRETE POST.
 AX0319
 AX0319                          STATION RECOVERY (1987)
 AX0319
 AX0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0319'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THE MARK HAD BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0272 ***********************************************************************
 BL0272  DESIGNATION -  H 309
 BL0272  PID         -  BL0272
 BL0272  STATE/COUNTY-  TX/JEFFERSON
 BL0272  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0272
 BL0272                         *CURRENT SURVEY CONTROL
 BL0272  ___________________________________________________________________
 BL0272* NAD 83(1986)-  30 03 20.     (N)    094 07 47.     (W)     SCALED    
 BL0272* NAVD 88     -         4.80   (+/-2cm)      15.7    (feet)  VERTCON   
 BL0272  ___________________________________________________________________
 BL0272  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL0272
 BL0272  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0272
 BL0272.The horizontal coordinates were scaled from a topographic map and have
 BL0272.an estimated accuracy of +/- 6 seconds.
 BL0272
 BL0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0272.The vertical order pertains to the NGVD 29 superseded value.
 BL0272
 BL0272.The geoid height was determined by GEOID03.
 BL0272
 BL0272;                    North         East    Units  Estimated Accuracy
 BL0272;SPC TXSC     - 4,256,060.    1,069,490.      MT  (+/- 180 meters Scaled)
 BL0272
 BL0272                          SUPERSEDED SURVEY CONTROL
 BL0272
 BL0272  NGVD 29 (??/??/92)    4.810  (m)           15.78   (f) ADJ UNCH    2 0
 BL0272
 BL0272.Superseded values are not recommended for survey control.
 BL0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0272.See file dsdata.txt to determine how the superseded data were derived.
 BL0272
 BL0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP910254(NAD 83)
 BL0272_MARKER: DB = BENCH MARK DISK
 BL0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0272_STAMPING: H 309 1935
 BL0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0272+STABILITY: SURFACE MOTION
 BL0272
 BL0272  HISTORY     - Date     Condition        Report By
 BL0272  HISTORY     - 1935     MONUMENTED       CGS
 BL0272  HISTORY     - 1954     GOOD             NGS
 BL0272  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL0272  HISTORY     - 19940906 MARK NOT FOUND   USPSQD
 BL0272  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0272  HISTORY     - 20020128 MARK NOT FOUND   NGS
 BL0272  HISTORY     - 20041031 MARK NOT FOUND   USPSQD
 BL0272
 BL0272                          STATION DESCRIPTION
 BL0272
 BL0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0272'2.6 MI SW FROM BEAUMONT.
 BL0272'0.55 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0272'STATION AT BEAUMONT TO TOWER 32, THENCE 0.3 MILE SOUTHEAST ALONG THE
 BL0272'TEXAS AND NEW ORLEANS RAILROAD, THENCE 1.75 MILES SOUTHWEST ALONG THE
 BL0272'GULF, COLORADO AND SANTA FE RAILROAD, 0.45 MILE SOUTHWEST OF MILEPOST
 BL0272'75, AT THE CROSSING OF WASHINGTON BOULEVARD, 32 FEET SOUTH OF THE
 BL0272'CENTER LINE OF WASHINGTON BOULEVARD, 44.4 FEET SOUTHEAST OF THE
 BL0272'SOUTHEAST RAIL, 13.2 FEET SOUTHWEST OF A POWER POLE, IN LINE WITH A
 BL0272'ROW OF TELEPHONE POLES, 1 FOOT EAST OF A WITNESS POST, SET IN THE TOP
 BL0272'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BL0272
 BL0272                          STATION RECOVERY (1960)
 BL0272
 BL0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0272'MARK NOT FOUND.
 BL0272
 BL0272                          STATION RECOVERY (1994)
 BL0272
 BL0272'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0272'MARK NOT FOUND.
 BL0272
 BL0272                          STATION RECOVERY (2001)
 BL0272
 BL0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0272'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0272
 BL0272                          STATION RECOVERY (2002)
 BL0272
 BL0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 BL0272'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0272
 BL0272                          STATION RECOVERY (2004)
 BL0272
 BL0272'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0052 ***********************************************************************
 AJ0052  DESIGNATION -  H 31
 AJ0052  PID         -  AJ0052
 AJ0052  STATE/COUNTY-  TX/DUVAL
 AJ0052  USGS QUAD   -  BENAVIDES (1968)
 AJ0052
 AJ0052                         *CURRENT SURVEY CONTROL
 AJ0052  ___________________________________________________________________
 AJ0052* NAD 83(1986)-  27 35 48.     (N)    098 25 00.     (W)     SCALED    
 AJ0052* NAVD 88     -       115.762  (meters)     379.80   (feet)  ADJUSTED  
 AJ0052  ___________________________________________________________________
 AJ0052  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AJ0052  DYNAMIC HT  -         115.580 (meters)     379.20  (feet)  COMP
 AJ0052  MODELED GRAV-     979,074.0   (mgal)                       NAVD 88
 AJ0052
 AJ0052  VERT ORDER  -  FIRST     CLASS II
 AJ0052
 AJ0052.The horizontal coordinates were scaled from a topographic map and have
 AJ0052.an estimated accuracy of +/- 6 seconds.
 AJ0052
 AJ0052.The orthometric height was determined by differential leveling
 AJ0052.and adjusted by the National Geodetic Survey in June 1991..
 AJ0052
 AJ0052.The geoid height was determined by GEOID03.
 AJ0052
 AJ0052.The dynamic height is computed by dividing the NAVD 88
 AJ0052.geopotential number by the normal gravity value computed on the
 AJ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0052.degrees latitude (g = 980.6199 gals.).
 AJ0052
 AJ0052.The modeled gravity was interpolated from observed gravity values.
 AJ0052
 AJ0052;                    North         East    Units  Estimated Accuracy
 AJ0052;SPC TX S     - 5,213,830.      308,230.      MT  (+/- 180 meters Scaled)
 AJ0052
 AJ0052                          SUPERSEDED SURVEY CONTROL
 AJ0052
 AJ0052  NGVD 29 (??/??/92)  115.830  (m)          380.02   (f) ADJ UNCH    1 2
 AJ0052
 AJ0052.Superseded values are not recommended for survey control.
 AJ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0052.See file dsdata.txt to determine how the superseded data were derived.
 AJ0052
 AJ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR575526(NAD 83)
 AJ0052_MARKER: DD = SURVEY DISK
 AJ0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0052_SP_SET: BUILDING
 AJ0052_STAMPING: H 31 1923
 AJ0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0052
 AJ0052  HISTORY     - Date     Condition        Report By
 AJ0052  HISTORY     - 1923     MONUMENTED       USGS
 AJ0052  HISTORY     - 1942     GOOD             NGS
 AJ0052  HISTORY     - 1944     GOOD
 AJ0052
 AJ0052                          STATION DESCRIPTION
 AJ0052
 AJ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0052'IN BENAVIDES.
 AJ0052'BENCH MARK IS SET VERTICALLY IN THE EAST END OF THE NORTH WALL OF
 AJ0052'CONCRETE STORE AND DWELLING OWNED AND OCCUPIED BY A.  FARIAS IN 1942
 AJ0052'AT BENAVIDES.  IT IS ABOUT 3.0 FEET ABOVE THE SIDE WALK.  A STD. U.S.
 AJ0052'GEOLOGICAL SURVEY DISK SET IN DRILL HOLE.
 AJ0052
 AJ0052                          STATION RECOVERY (1944)
 AJ0052
 AJ0052'RECOVERED 1944
 AJ0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2427 ***********************************************************************
 AW2427  DESIGNATION -  H 310
 AW2427  PID         -  AW2427
 AW2427  STATE/COUNTY-  TX/JEFFERSON
 AW2427  USGS QUAD   -  MUD LAKE (1994)
 AW2427
 AW2427                         *CURRENT SURVEY CONTROL
 AW2427  ___________________________________________________________________
 AW2427* NAD 83(1986)-  29 34 20.     (N)    094 19 30.     (W)     SCALED    
 AW2427* NAVD 88     -         1.90   (+/-2cm)       6.2    (feet)  VERTCON   
 AW2427  ___________________________________________________________________
 AW2427  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW2427
 AW2427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2427
 AW2427.The horizontal coordinates were scaled from a topographic map and have
 AW2427.an estimated accuracy of +/- 6 seconds.
 AW2427
 AW2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2427.The vertical order pertains to the NGVD 29 superseded value.
 AW2427
 AW2427.The geoid height was determined by GEOID03.
 AW2427
 AW2427;                    North         East    Units  Estimated Accuracy
 AW2427;SPC TXSC     - 4,201,770.    1,052,820.      MT  (+/- 180 meters Scaled)
 AW2427
 AW2427                          SUPERSEDED SURVEY CONTROL
 AW2427
 AW2427  NGVD 29 (??/??/92)    1.90   (m)            6.2    (f) COMPUTED    2 0
 AW2427
 AW2427.Superseded values are not recommended for survey control.
 AW2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2427.See file dsdata.txt to determine how the superseded data were derived.
 AW2427
 AW2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN716721(NAD 83)
 AW2427_MARKER: DB = BENCH MARK DISK
 AW2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2427_STAMPING: H 310 1935
 AW2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2427+STABILITY: SURFACE MOTION
 AW2427
 AW2427  HISTORY     - Date     Condition        Report By
 AW2427  HISTORY     - 1935     MONUMENTED       CGS
 AW2427  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2427
 AW2427                          STATION DESCRIPTION
 AW2427
 AW2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW2427'6.0 MI E FROM HIGH ISLAND.
 AW2427'6.0 MILES EAST OF AND ALONG STATE HIGHWAY 87 43 FEET NORTH OF CENTER
 AW2427'OF THE HIGHWAY AND A CATTLE GUARD.  ABOUT 50 YARDS NORTH OF THE GULF.
 AW2427'AT A FENCE LINE.  15 FEET SOUTH OF A GATE.
 AW2427
 AW2427                          STATION RECOVERY (1953)
 AW2427
 AW2427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0254 ***********************************************************************
 BM0254  DESIGNATION -  H 311
 BM0254  PID         -  BM0254
 BM0254  STATE/COUNTY-  TX/LEE
 BM0254  USGS QUAD   -  GIDDINGS (1988)
 BM0254
 BM0254                         *CURRENT SURVEY CONTROL
 BM0254  ___________________________________________________________________
 BM0254* NAD 83(1986)-  30 12 36.     (N)    096 56 18.     (W)     SCALED    
 BM0254* NAVD 88     -       128.17   (+/-2cm)     420.5    (feet)  VERTCON   
 BM0254  ___________________________________________________________________
 BM0254  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BM0254
 BM0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0254
 BM0254.The horizontal coordinates were scaled from a topographic map and have
 BM0254.an estimated accuracy of +/- 6 seconds.
 BM0254
 BM0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0254.The vertical order pertains to the NGVD 29 superseded value.
 BM0254
 BM0254.The geoid height was determined by GEOID03.
 BM0254
 BM0254;                    North         East    Units  Estimated Accuracy
 BM0254;SPC TX C     - 3,065,220.    1,026,820.      MT  (+/- 180 meters Scaled)
 BM0254
 BM0254                          SUPERSEDED SURVEY CONTROL
 BM0254
 BM0254  NGVD 29 (??/??/92)  128.110  (m)          420.31   (f) ADJ UNCH    2 0
 BM0254
 BM0254.Superseded values are not recommended for survey control.
 BM0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0254.See file dsdata.txt to determine how the superseded data were derived.
 BM0254
 BM0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU984438(NAD 83)
 BM0254_MARKER: DB = BENCH MARK DISK
 BM0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0254_STAMPING: H 311 1935
 BM0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0254+STABILITY: SURFACE MOTION
 BM0254
 BM0254  HISTORY     - Date     Condition        Report By
 BM0254  HISTORY     - 1935     MONUMENTED       CGS
 BM0254
 BM0254                          STATION DESCRIPTION
 BM0254
 BM0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0254'1.9 MI N FROM GIDDINGS.
 BM0254'1.9 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0254'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT GIDDINGS, OPPOSITE
 BM0254'MILEPOST 69, 130 YARDS NORTH OF A ROAD CROSSING, 42 FEET WEST OF THE
 BM0254'CENTERLINE OF THE TRACK, 36 FEET EAST OF THE CENTERLINE OF A ROAD, AND
 BM0254'4 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED H 311 1935 AND SET
 BM0254'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1460 ***********************************************************************
 BL1460  DESIGNATION -  H 312
 BL1460  PID         -  BL1460
 BL1460  STATE/COUNTY-  TX/MONTGOMERY
 BL1460  USGS QUAD   -  PLANTERSVILLE (1962)
 BL1460
 BL1460                         *CURRENT SURVEY CONTROL
 BL1460  ___________________________________________________________________
 BL1460* NAD 83(1986)-  30 21 50.     (N)    095 46 13.     (W)     SCALED    
 BL1460* NAVD 88     -        65.83   (+/-2cm)     216.0    (feet)  VERTCON   
 BL1460  ___________________________________________________________________
 BL1460  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BL1460
 BL1460  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1460
 BL1460.The horizontal coordinates were scaled from a topographic map and have
 BL1460.an estimated accuracy of +/- 6 seconds.
 BL1460
 BL1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1460.The vertical order pertains to the NGVD 29 superseded value.
 BL1460
 BL1460.The geoid height was determined by GEOID03.
 BL1460
 BL1460;                    North         East    Units  Estimated Accuracy
 BL1460;SPC TX C     - 3,086,290.    1,138,510.      MT  (+/- 180 meters Scaled)
 BL1460
 BL1460                          SUPERSEDED SURVEY CONTROL
 BL1460
 BL1460  NGVD 29 (??/??/92)   65.821  (m)          215.95   (f) ADJ UNCH    2 0
 BL1460
 BL1460.Superseded values are not recommended for survey control.
 BL1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1460.See file dsdata.txt to determine how the superseded data were derived.
 BL1460
 BL1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP337623(NAD 83)
 BL1460_MARKER: DB = BENCH MARK DISK
 BL1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1460_STAMPING: H 312 1935
 BL1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1460+STABILITY: SURFACE MOTION
 BL1460
 BL1460  HISTORY     - Date     Condition        Report By
 BL1460  HISTORY     - 1935     MONUMENTED       CGS
 BL1460  HISTORY     - 1954     GOOD             NGS
 BL1460  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL1460  HISTORY     - 19920314 MARK NOT FOUND   USPSQD
 BL1460  HISTORY     - 20050806 MARK NOT FOUND   GEOCAC
 BL1460
 BL1460                          STATION DESCRIPTION
 BL1460
 BL1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1460'IN DOBBIN.
 BL1460'AT DOBBIN, 74 FEET NORTH OF THE NORTHEAST CORNER OF THE GULF, COLORADO
 BL1460'AND SANTA FE RAILROAD STATION, 19.8 FEET WEST OF THE WEST RAIL, 69
 BL1460'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 400 FEET SOUTH
 BL1460'OF MILEPOST 50, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 BL1460'FOOT ABOVE THE GROUND.
 BL1460
 BL1460                          STATION RECOVERY (1989)
 BL1460
 BL1460'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 BL1460'MARK NOT FOUND.
 BL1460
 BL1460                          STATION RECOVERY (1992)
 BL1460
 BL1460'RECOVERY NOTE BY US POWER SQUADRON 1992 (DDD)
 BL1460'MARK NOT FOUND.
 BL1460
 BL1460                          STATION RECOVERY (2005)
 BL1460
 BL1460'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1450 ***********************************************************************
 BL1450  DESIGNATION -  H 313
 BL1450  PID         -  BL1450
 BL1450  STATE/COUNTY-  TX/GRIMES
 BL1450  USGS QUAD   -  STONEHAM (1961)
 BL1450
 BL1450                         *CURRENT SURVEY CONTROL
 BL1450  ___________________________________________________________________
 BL1450* NAD 83(1986)-  30 21 15.     (N)    095 59 00.     (W)     SCALED    
 BL1450* NAVD 88     -        85.43   (+/-2cm)     280.3    (feet)  VERTCON   
 BL1450  ___________________________________________________________________
 BL1450  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BL1450
 BL1450  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1450
 BL1450.The horizontal coordinates were scaled from a topographic map and have
 BL1450.an estimated accuracy of +/- 6 seconds.
 BL1450
 BL1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1450.The vertical order pertains to the NGVD 29 superseded value.
 BL1450
 BL1450.The geoid height was determined by GEOID03.
 BL1450
 BL1450;                    North         East    Units  Estimated Accuracy
 BL1450;SPC TX C     - 3,084,390.    1,118,090.      MT  (+/- 180 meters Scaled)
 BL1450
 BL1450                          SUPERSEDED SURVEY CONTROL
 BL1450
 BL1450  NGVD 29 (??/??/92)   85.407  (m)          280.21   (f) ADJ UNCH    2 0
 BL1450
 BL1450.Superseded values are not recommended for survey control.
 BL1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1450.See file dsdata.txt to determine how the superseded data were derived.
 BL1450
 BL1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP132618(NAD 83)
 BL1450_MARKER: DB = BENCH MARK DISK
 BL1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1450_STAMPING: H 313 1935
 BL1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1450+STABILITY: SURFACE MOTION
 BL1450
 BL1450  HISTORY     - Date     Condition        Report By
 BL1450  HISTORY     - 1935     MONUMENTED       CGS
 BL1450  HISTORY     - 1954     GOOD             NGS
 BL1450  HISTORY     - 19991105 MARK NOT FOUND   USPSQD
 BL1450
 BL1450                          STATION DESCRIPTION
 BL1450
 BL1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1450'7.4 MI SE FROM NAVASOTA.
 BL1450'7.4 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1450'RAILROAD FROM THE STATION AT NAVASOTA, 25 FEET WEST OF THE 2ND POLE
 BL1450'EAST OF MILEPOST 41/10, 44.5 FEET SOUTH OF THE SOUTH RAIL, 13 FEET
 BL1450'EAST OF THE CENTER LINE OF A PRIVATE ROAD, 3.4 FEET SOUTH OF A FENCE,
 BL1450'3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1450'PROJECTS 0.7 FOOT ABOVE THE GROUND.  NOTE-- THE INTERNATIONAL-GREAT
 BL1450'NORTHERN RAILROAD IS NOW THE MISSOURI PACIFIC.
 BL1450
 BL1450                          STATION RECOVERY (1999)
 BL1450
 BL1450'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1992 ***********************************************************************
 AX1992  DESIGNATION -  H 315
 AX1992  PID         -  AX1992
 AX1992  STATE/COUNTY-  TX/WILSON
 AX1992  USGS QUAD   -  GILLETT (1987)
 AX1992
 AX1992                         *CURRENT SURVEY CONTROL
 AX1992  ___________________________________________________________________
 AX1992* NAD 83(1986)-  29 14 37.     (N)    097 52 08.     (W)     SCALED    
 AX1992* NAVD 88     -       125.95   (+/-2cm)     413.2    (feet)  VERTCON   
 AX1992  ___________________________________________________________________
 AX1992  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AX1992
 AX1992  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1992
 AX1992.The horizontal coordinates were scaled from a topographic map and have
 AX1992.an estimated accuracy of +/- 6 seconds.
 AX1992
 AX1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1992.The vertical order pertains to the NGVD 29 superseded value.
 AX1992
 AX1992.The geoid height was determined by GEOID03.
 AX1992
 AX1992;                    North         East    Units  Estimated Accuracy
 AX1992;SPC TXSC     - 4,156,830.      709,940.      MT  (+/- 180 meters Scaled)
 AX1992
 AX1992                          SUPERSEDED SURVEY CONTROL
 AX1992
 AX1992  NGVD 29 (??/??/92)  125.898  (m)          413.05   (f) ADJ UNCH    2 0
 AX1992
 AX1992.Superseded values are not recommended for survey control.
 AX1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1992.See file dsdata.txt to determine how the superseded data were derived.
 AX1992
 AX1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT099355(NAD 83)
 AX1992_MARKER: DB = BENCH MARK DISK
 AX1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1992_STAMPING: H-315 1935
 AX1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1992+STABILITY: SURFACE MOTION
 AX1992
 AX1992  HISTORY     - Date     Condition        Report By
 AX1992  HISTORY     - 1935     MONUMENTED       CGS
 AX1992  HISTORY     - 1961     GOOD             USGS
 AX1992  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1992
 AX1992                          STATION DESCRIPTION
 AX1992
 AX1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX1992'5.9 MI E FROM STOCKDALE.
 AX1992'5.9 MILES EAST OF AND ALONG S. P. R. R. 75 YDS. WEST OF MILE POLE 96.
 AX1992'12 YDS. SOUTH OF CENTER LINE OF TRACK.  8 YDS. WEST OF CENTER LINE OF
 AX1992'CROSS ROAD.  14 YDS. NORTH OF CENTER LINE OF HIGHWAY 87.
 AX1992
 AX1992                          STATION RECOVERY (1961)
 AX1992
 AX1992'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1992'RECOVERED IN GOOD CONDITION.
 AX1992
 AX1992                          STATION RECOVERY (1996)
 AX1992
 AX1992'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2318 ***********************************************************************
 AX2318  DESIGNATION -  H 316
 AX2318  PID         -  AX2318
 AX2318  STATE/COUNTY-  TX/GUADALUPE
 AX2318  USGS QUAD   -  SEGUIN (1994)
 AX2318
 AX2318                         *CURRENT SURVEY CONTROL
 AX2318  ___________________________________________________________________
 AX2318* NAD 83(1986)-  29 35 19.     (N)    097 59 36.     (W)     SCALED    
 AX2318* NAVD 88     -       169.31   (+/-2cm)     555.5    (feet)  VERTCON   
 AX2318  ___________________________________________________________________
 AX2318  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AX2318
 AX2318  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2318
 AX2318.The horizontal coordinates were scaled from a topographic map and have
 AX2318.an estimated accuracy of +/- 6 seconds.
 AX2318
 AX2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2318.The vertical order pertains to the NGVD 29 superseded value.
 AX2318
 AX2318.The geoid height was determined by GEOID03.
 AX2318
 AX2318;                    North         East    Units  Estimated Accuracy
 AX2318;SPC TXSC     - 4,194,950.      697,510.      MT  (+/- 180 meters Scaled)
 AX2318
 AX2318                          SUPERSEDED SURVEY CONTROL
 AX2318
 AX2318  NGVD 29 (??/??/92)  169.236  (m)          555.24   (f) ADJ UNCH    2 0
 AX2318
 AX2318.Superseded values are not recommended for survey control.
 AX2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2318.See file dsdata.txt to determine how the superseded data were derived.
 AX2318
 AX2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT974736(NAD 83)
 AX2318_MARKER: DB = BENCH MARK DISK
 AX2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2318_STAMPING: H 316 1935
 AX2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2318+STABILITY: SURFACE MOTION
 AX2318
 AX2318  HISTORY     - Date     Condition        Report By
 AX2318  HISTORY     - 1935     MONUMENTED       CGS
 AX2318  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX2318  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2318  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2318  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2318
 AX2318                          STATION DESCRIPTION
 AX2318
 AX2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX2318'1.8 MI NW FROM SEGUIN.
 AX2318'1.8 MILES NORTHWEST ALONG THE NEW BRAUNFELS ROAD FROM THE TEXAS AND
 AX2318'NEW ORLEANS RAILROAD STATION AT SEGUIN, GUADALUPE COUNTY, AT A CURVE,
 AX2318'58 YARDS NORTH OF THE CENTERLINE OF THE OLD SAN ANTONIO HIGHWAY, 24
 AX2318'YARDS NORTH OF THE CENTERLINE OF THE TEXAS AND NEW ORLEANS RAILROAD
 AX2318'TRACK, AND 23 YARDS NORTHEAST OF THE CENTERLINE OF THE ROAD.  A
 AX2318'STANDARD DISK, STAMPED H 316 1935 AND SET IN THE TOP OF A CONCRETE
 AX2318'POST.
 AX2318
 AX2318                          STATION RECOVERY (1964)
 AX2318
 AX2318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX2318'MARK NOT FOUND.
 AX2318
 AX2318                          STATION RECOVERY (1988)
 AX2318
 AX2318'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2318'MARK NOT FOUND.
 AX2318
 AX2318                          STATION RECOVERY (1993)
 AX2318
 AX2318'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2318'MARK NOT FOUND.
 AX2318
 AX2318                          STATION RECOVERY (1999)
 AX2318
 AX2318'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1623 ***********************************************************************
 AN1623  DESIGNATION -  H 317
 AN1623  PID         -  AN1623
 AN1623  STATE/COUNTY-  TX/KARNES
 AN1623  USGS QUAD   -  KARNES CITY (1987)
 AN1623
 AN1623                         *CURRENT SURVEY CONTROL
 AN1623  ___________________________________________________________________
 AN1623* NAD 83(1986)-  28 54 16.     (N)    097 54 05.     (W)     SCALED    
 AN1623* NAVD 88     -       105.939  (meters)     347.57   (feet)  ADJUSTED  
 AN1623  ___________________________________________________________________
 AN1623  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AN1623  DYNAMIC HT  -         105.785 (meters)     347.06  (feet)  COMP
 AN1623  MODELED GRAV-     979,188.4   (mgal)                       NAVD 88
 AN1623
 AN1623  VERT ORDER  -  FIRST     CLASS II
 AN1623
 AN1623.The horizontal coordinates were scaled from a topographic map and have
 AN1623.an estimated accuracy of +/- 6 seconds.
 AN1623
 AN1623.The orthometric height was determined by differential leveling
 AN1623.and adjusted by the National Geodetic Survey in June 1991..
 AN1623
 AN1623.The geoid height was determined by GEOID03.
 AN1623
 AN1623.The dynamic height is computed by dividing the NAVD 88
 AN1623.geopotential number by the normal gravity value computed on the
 AN1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1623.degrees latitude (g = 980.6199 gals.).
 AN1623
 AN1623.The modeled gravity was interpolated from observed gravity values.
 AN1623
 AN1623;                    North         East    Units  Estimated Accuracy
 AN1623;SPC TXSC     - 4,119,210.      707,130.      MT  (+/- 180 meters Scaled)
 AN1623
 AN1623                          SUPERSEDED SURVEY CONTROL
 AN1623
 AN1623  NGVD 29 (??/??/92)  105.914  (m)          347.49   (f) ADJ UNCH    1 2
 AN1623
 AN1623.Superseded values are not recommended for survey control.
 AN1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1623.See file dsdata.txt to determine how the superseded data were derived.
 AN1623
 AN1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS071978(NAD 83)
 AN1623_MARKER: DB = BENCH MARK DISK
 AN1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1623_STAMPING: H 317 1935
 AN1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1623+STABILITY: SURFACE MOTION
 AN1623
 AN1623  HISTORY     - Date     Condition        Report By
 AN1623  HISTORY     - 1935     MONUMENTED       CGS
 AN1623  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1623
 AN1623                          STATION DESCRIPTION
 AN1623
 AN1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1623'1.4 MI N FROM KARNES CITY.
 AN1623'0.4 MILE NORTH ALONG A PAVED STREET FROM THE COUNTY COURTHOUSE AT
 AN1623'KARNES CITY, THENCE ABOUT 1.0 MILE NORTH ALONG THE OLD PANNA MARIA
 AN1623'ROAD.  ABOUT 0.15 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD LEADING
 AN1623'WEST, 55.5 FEET WEST OF OF THE CENTER LINE OF THE ROAD, 37 FEET NORTH
 AN1623'OF THE NORTHEAST CORNER OF A FRAME FARMHOUSE, IN THE FARMYARD, 34.4
 AN1623'FEET EAST OF A WELL, 25.2 FEET NORTHWEST OF A CORNER FENCEPOST, 2 FEET
 AN1623'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 AN1623'ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT
 AN1623'ABOVE GROUND.
 AN1623
 AN1623                          STATION RECOVERY (1981)
 AN1623
 AN1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1623'POST FOUND LYING ON TOP OF THE GROUND, DISK NOT REVOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1435 ***********************************************************************
 BY1435  DESIGNATION -  H 318
 BY1435  PID         -  BY1435
 BY1435  STATE/COUNTY-  TX/HOUSTON
 BY1435  USGS QUAD   -  CROCKETT (1950)
 BY1435
 BY1435                         *CURRENT SURVEY CONTROL
 BY1435  ___________________________________________________________________
 BY1435* NAD 83(1986)-  31 18 52.     (N)    095 25 32.     (W)     SCALED    
 BY1435* NAVD 88     -        99.73   (+/-2cm)     327.2    (feet)  VERTCON   
 BY1435  ___________________________________________________________________
 BY1435  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BY1435
 BY1435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1435
 BY1435.The horizontal coordinates were scaled from a topographic map and have
 BY1435.an estimated accuracy of +/- 6 seconds.
 BY1435
 BY1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1435.The vertical order pertains to the NGVD 29 superseded value.
 BY1435
 BY1435.The geoid height was determined by GEOID03.
 BY1435
 BY1435;                    North         East    Units  Estimated Accuracy
 BY1435;SPC TX C     - 3,192,970.    1,166,970.      MT  (+/- 180 meters Scaled)
 BY1435
 BY1435                          SUPERSEDED SURVEY CONTROL
 BY1435
 BY1435  NGVD 29 (??/??/92)   99.710  (m)          327.13   (f) ADJ UNCH    2 0
 BY1435
 BY1435.Superseded values are not recommended for survey control.
 BY1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1435.See file dsdata.txt to determine how the superseded data were derived.
 BY1435
 BY1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ691669(NAD 83)
 BY1435_MARKER: DB = BENCH MARK DISK
 BY1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1435_STAMPING: H 318 1935
 BY1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1435+STABILITY: SURFACE MOTION
 BY1435
 BY1435  HISTORY     - Date     Condition        Report By
 BY1435  HISTORY     - 1935     MONUMENTED       CGS
 BY1435  HISTORY     - 1947     GOOD             NGS
 BY1435
 BY1435                          STATION DESCRIPTION
 BY1435
 BY1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1435'1.9 MI E FROM CROCKETT.
 BY1435'1.9 MILES EAST ALONG STATE HIGHWAY NO. 7 (GOLIAD AVE.) FROM THE
 BY1435'HOUSTON COUNTY COURTHOUSE AT CROCKETT, ABOUT 62 YARDS (PACED) EAST OF
 BY1435'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A DOUBLE CONCRETE BOX
 BY1435'CULVERT UNDER THE HIGHWAY, 53.5 FEET SOUTH OF THE CENTER LINE OF THE
 BY1435'HIGHWAY, 42.0 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE FRONT
 BY1435'PORCH OF A WHITE PAINTED DWELLING, 1.8 FEET WEST OF A REFERENCE POST,
 BY1435'SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0506 ***********************************************************************
 BZ0506  DESIGNATION -  H 319
 BZ0506  PID         -  BZ0506
 BZ0506  STATE/COUNTY-  TX/ROBERTSON
 BZ0506  USGS QUAD   -  HAMMOND (1978)
 BZ0506
 BZ0506                         *CURRENT SURVEY CONTROL
 BZ0506  ___________________________________________________________________
 BZ0506* NAD 83(1986)-  31 05 41.     (N)    096 42 47.     (W)     SCALED    
 BZ0506* NAVD 88     -       123.28   (+/-2cm)     404.5    (feet)  VERTCON   
 BZ0506  ___________________________________________________________________
 BZ0506  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BZ0506
 BZ0506  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0506
 BZ0506.The horizontal coordinates were scaled from a topographic map and have
 BZ0506.an estimated accuracy of +/- 6 seconds.
 BZ0506
 BZ0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0506.The vertical order pertains to the NGVD 29 superseded value.
 BZ0506
 BZ0506.The geoid height was determined by GEOID03.
 BZ0506
 BZ0506;                    North         East    Units  Estimated Accuracy
 BZ0506;SPC TX C     - 3,163,930.    1,045,310.      MT  (+/- 180 meters Scaled)
 BZ0506
 BZ0506                          SUPERSEDED SURVEY CONTROL
 BZ0506
 BZ0506  NGVD 29 (??/??/92)  123.235  (m)          404.31   (f) ADJ UNCH    2 0
 BZ0506
 BZ0506.Superseded values are not recommended for survey control.
 BZ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0506.See file dsdata.txt to determine how the superseded data were derived.
 BZ0506
 BZ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV181423(NAD 83)
 BZ0506_MARKER: DB = BENCH MARK DISK
 BZ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0506_STAMPING: H 319 1935
 BZ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0506+STABILITY: SURFACE MOTION
 BZ0506
 BZ0506  HISTORY     - Date     Condition        Report By
 BZ0506  HISTORY     - 1935     MONUMENTED       CGS
 BZ0506  HISTORY     - 1951     GOOD             NGS
 BZ0506
 BZ0506                          STATION DESCRIPTION
 BZ0506
 BZ0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ0506'5.6 MI S FROM BREMOND.
 BZ0506'5.6 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0506'STATION AT BREMOND, ROBERTSON COUNTY, 197 FEET NORTH OF THE STATION AT
 BZ0506'HAMMOND, AT A ROAD CROSSING, BETWEEN TWO SIDE TRACKS, 35 FEET WEST OF
 BZ0506'THE CENTERLINE OF THE MAIN TRACK, AND 23 FEET NORTH OF THE CENTERLINE
 BZ0506'OF THE ROAD.  A STANDARD DISK, STAMPED H 319 1935 AND SET IN THE TOP
 BZ0506'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0109 ***********************************************************************
 AZ0109  DESIGNATION -  H 32
 AZ0109  PID         -  AZ0109
 AZ0109  STATE/COUNTY-  TX/VAL VERDE
 AZ0109  USGS QUAD   -  DEL RIO SW (1972)
 AZ0109
 AZ0109                         *CURRENT SURVEY CONTROL
 AZ0109  ___________________________________________________________________
 AZ0109* NAD 83(1986)-  29 21 34.     (N)    100 53 50.     (W)     SCALED    
 AZ0109* NAVD 88     -       292.631  (meters)     960.07   (feet)  ADJUSTED  
 AZ0109  ___________________________________________________________________
 AZ0109  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0109  DYNAMIC HT  -         292.205 (meters)     958.68  (feet)  COMP
 AZ0109  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AZ0109
 AZ0109  VERT ORDER  -  FIRST     CLASS II
 AZ0109
 AZ0109.The horizontal coordinates were scaled from a topographic map and have
 AZ0109.an estimated accuracy of +/- 6 seconds.
 AZ0109
 AZ0109.The orthometric height was determined by differential leveling
 AZ0109.and adjusted by the National Geodetic Survey in June 1991..
 AZ0109.WARNING-Repeat measurements at this control monument indicate possible
 AZ0109.vertical movement.
 AZ0109
 AZ0109.The geoid height was determined by GEOID03.
 AZ0109
 AZ0109.The dynamic height is computed by dividing the NAVD 88
 AZ0109.geopotential number by the normal gravity value computed on the
 AZ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0109.degrees latitude (g = 980.6199 gals.).
 AZ0109
 AZ0109.The modeled gravity was interpolated from observed gravity values.
 AZ0109
 AZ0109;                    North         East    Units  Estimated Accuracy
 AZ0109;SPC TXSC     - 4,170,630.      415,810.      MT  (+/- 180 meters Scaled)
 AZ0109
 AZ0109                          SUPERSEDED SURVEY CONTROL
 AZ0109
 AZ0109  NGVD 29 (??/??/92)  292.593  (m)          959.95   (f) ADJ UNCH    1 2
 AZ0109
 AZ0109.Superseded values are not recommended for survey control.
 AZ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0109.See file dsdata.txt to determine how the superseded data were derived.
 AZ0109
 AZ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT158493(NAD 83)
 AZ0109_MARKER: DB = BENCH MARK DISK
 AZ0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0109_SP_SET: COPING
 AZ0109_STAMPING: ELEV. 959.92 FT H 32 1917
 AZ0109_MARK LOGO: CGS   
 AZ0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AZ0109+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 AZ0109
 AZ0109  HISTORY     - Date     Condition        Report By
 AZ0109  HISTORY     - 1917     MONUMENTED       CGS
 AZ0109  HISTORY     - 1957     GOOD             NGS
 AZ0109  HISTORY     - 1982     GOOD             NGS
 AZ0109  HISTORY     - 19980805 GOOD             USPSQD
 AZ0109  HISTORY     - 20051207 GOOD             NGS
 AZ0109
 AZ0109                          STATION DESCRIPTION
 AZ0109
 AZ0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0109'IN DEL RIO.
 AZ0109'AT THE COUNTY COURT HOUSE IN DEL RIO, IN THE TOP OF THE STONE COPING
 AZ0109'AT THE SOUTH END OF THE STEPS LEADING TO THE WEST ENTRANCE TO THE
 AZ0109'BUILDING, 8 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE AND ABOUT 2
 AZ0109'1/2 FEET ABOVE THE GROUND.
 AZ0109
 AZ0109                          STATION RECOVERY (1982)
 AZ0109
 AZ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0109'THE MARK IS AT THE OLD COUNTY COURT HOUSE BETWEEN LOSOYA AND GREENWOOD
 AZ0109'STREETS, SET IN TOP OF THE STONE BANISTER AT THE SOUTH END OF THE
 AZ0109'STEPS LEADING TO THE WEST ENTRANCE OF THE BUILDING, 2.4 METERS
 AZ0109'(8.0 FT) SOUTH OF AN EXTENDED CENTER OF THE WEST ENTRANCE.
 AZ0109'THE MARK IS 0.76 M ABOVE THE GROUND.
 AZ0109
 AZ0109                          STATION RECOVERY (1998)
 AZ0109
 AZ0109'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0109'RECOVERED IN GOOD CONDITION.
 AZ0109
 AZ0109                          STATION RECOVERY (2005)
 AZ0109
 AZ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DMM)
 AZ0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0755 ***********************************************************************
 FL0755  DESIGNATION -  H 32
 FL0755  PID         -  FL0755
 FL0755  STATE/COUNTY-  TX/HUTCHINSON
 FL0755  USGS QUAD   -  PLEMONS (1978)
 FL0755
 FL0755                         *CURRENT SURVEY CONTROL
 FL0755  ___________________________________________________________________
 FL0755* NAD 83(1986)-  35 46 10.     (N)    101 21 16.     (W)     SCALED    
 FL0755* NAVD 88     -       916.985  (meters)    3008.47   (feet)  ADJUSTED  
 FL0755  ___________________________________________________________________
 FL0755  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 FL0755  DYNAMIC HT  -         915.971 (meters)    3005.15  (feet)  COMP
 FL0755  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 FL0755
 FL0755  VERT ORDER  -  SECOND    CLASS 0
 FL0755
 FL0755.The horizontal coordinates were scaled from a topographic map and have
 FL0755.an estimated accuracy of +/- 6 seconds.
 FL0755
 FL0755.The orthometric height was determined by differential leveling
 FL0755.and adjusted by the National Geodetic Survey in June 1991..
 FL0755
 FL0755.The geoid height was determined by GEOID03.
 FL0755
 FL0755.The dynamic height is computed by dividing the NAVD 88
 FL0755.geopotential number by the normal gravity value computed on the
 FL0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0755.degrees latitude (g = 980.6199 gals.).
 FL0755
 FL0755.The modeled gravity was interpolated from observed gravity values.
 FL0755
 FL0755;                    North         East    Units  Estimated Accuracy
 FL0755;SPC TX N     - 1,196,310.      213,160.      MT  (+/- 180 meters Scaled)
 FL0755
 FL0755                          SUPERSEDED SURVEY CONTROL
 FL0755
 FL0755  NGVD 29 (??/??/92)  916.548  (m)         3007.04   (f) ADJ UNCH    2 0
 FL0755
 FL0755.Superseded values are not recommended for survey control.
 FL0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0755.See file dsdata.txt to determine how the superseded data were derived.
 FL0755
 FL0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE871609(NAD 83)
 FL0755_MARKER: DB = BENCH MARK DISK
 FL0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0755_STAMPING: H 32 1927
 FL0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0755+STABILITY: SURFACE MOTION
 FL0755
 FL0755  HISTORY     - Date     Condition        Report By
 FL0755  HISTORY     - 1927     MONUMENTED       CGS
 FL0755
 FL0755                          STATION DESCRIPTION
 FL0755
 FL0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 FL0755'2.3 MI S FROM STINNETT.
 FL0755'2.3 MILE SOUTH ALONG STATE HIGHWAY 117 FROM THE POST OFFICE AT
 FL0755'STINNETT, THENCE 6.1 MILES EAST ALONG A GRADED ROAD.  NEAR THE TOP OF
 FL0755'A LONG HILL, AT A TRAIL JUNCTION, 40.6 FEET SOUTHWEST OF THE
 FL0755'CENTERLINE OF THE ROAD, AND 16.7 FEET EAST OF THE CENTERLINE OF THE
 FL0755'TRAIL.  A US GEOLOGICAL SURVEY STANDARD DISK, STMAPED H 32 1927 AND
 FL0755'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0054 ***********************************************************************
 AJ0054  DESIGNATION -  H 32
 AJ0054  PID         -  AJ0054
 AJ0054  STATE/COUNTY-  TX/DUVAL
 AJ0054  USGS QUAD   -  BENAVIDES (1968)
 AJ0054
 AJ0054                         *CURRENT SURVEY CONTROL
 AJ0054  ___________________________________________________________________
 AJ0054* NAD 83(1986)-  27 35 20.     (N)    098 27 10.     (W)     SCALED    
 AJ0054* NAVD 88     -       126.130  (meters)     413.81   (feet)  ADJUSTED  
 AJ0054  ___________________________________________________________________
 AJ0054  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AJ0054  DYNAMIC HT  -         125.932 (meters)     413.16  (feet)  COMP
 AJ0054  MODELED GRAV-     979,071.6   (mgal)                       NAVD 88
 AJ0054
 AJ0054  VERT ORDER  -  FIRST     CLASS II
 AJ0054
 AJ0054.The horizontal coordinates were scaled from a topographic map and have
 AJ0054.an estimated accuracy of +/- 6 seconds.
 AJ0054
 AJ0054.The orthometric height was determined by differential leveling
 AJ0054.and adjusted by the National Geodetic Survey in June 1991..
 AJ0054
 AJ0054.The geoid height was determined by GEOID03.
 AJ0054
 AJ0054.The dynamic height is computed by dividing the NAVD 88
 AJ0054.geopotential number by the normal gravity value computed on the
 AJ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0054.degrees latitude (g = 980.6199 gals.).
 AJ0054
 AJ0054.The modeled gravity was interpolated from observed gravity values.
 AJ0054
 AJ0054;                    North         East    Units  Estimated Accuracy
 AJ0054;SPC TX S     - 5,212,970.      304,660.      MT  (+/- 180 meters Scaled)
 AJ0054
 AJ0054                          SUPERSEDED SURVEY CONTROL
 AJ0054
 AJ0054  NGVD 29 (??/??/92)  126.19   (m)          414.0    (f) COMPUTED    1 2
 AJ0054
 AJ0054.Superseded values are not recommended for survey control.
 AJ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0054.See file dsdata.txt to determine how the superseded data were derived.
 AJ0054
 AJ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR540517(NAD 83)
 AJ0054_MARKER: DD = SURVEY DISK
 AJ0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0054+STABILITY: SURFACE MOTION
 AJ0054
 AJ0054  HISTORY     - Date     Condition        Report By
 AJ0054  HISTORY     - UNK      MONUMENTED       USGS
 AJ0054  HISTORY     - 1933     GOOD             NGS
 AJ0054  HISTORY     - 1939     MARK NOT FOUND   SHELL
 AJ0054
 AJ0054                          STATION DESCRIPTION
 AJ0054
 AJ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0054'2.5 MI SW FROM BENAVIDES.
 AJ0054'ON THE TEXAS-MEXICAN RR. ON W EDGE OF ANGLE IN OLD HIGHWAY, 100 FT. E
 AJ0054'OF FORKS OF ROAD CROSSING TRACK.  1 FT. E OF FENCE LINE.  0.2 MILE W
 AJ0054'OF MILE POST 89.  50 FT. S OF TRACK.
 AJ0054
 AJ0054                          STATION RECOVERY (1939)
 AJ0054
 AJ0054'RECOVERY NOTE BY SHELL OIL COMPANY 1939
 AJ0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0746 ***********************************************************************
 BZ0746  DESIGNATION -  H 320
 BZ0746  PID         -  BZ0746
 BZ0746  STATE/COUNTY-  TX/MCLENNAN
 BZ0746  USGS QUAD   -  WACO EAST (1975)
 BZ0746
 BZ0746                         *CURRENT SURVEY CONTROL
 BZ0746  ___________________________________________________________________
 BZ0746* NAD 83(1986)-  31 31 36.     (N)    097 01 51.     (W)     SCALED    
 BZ0746* NAVD 88     -       116.51   (+/-2cm)     382.2    (feet)  VERTCON   
 BZ0746  ___________________________________________________________________
 BZ0746  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BZ0746
 BZ0746  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0746
 BZ0746.The horizontal coordinates were scaled from a topographic map and have
 BZ0746.an estimated accuracy of +/- 6 seconds.
 BZ0746
 BZ0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0746.The vertical order pertains to the NGVD 29 superseded value.
 BZ0746
 BZ0746.The geoid height was determined by GEOID03.
 BZ0746
 BZ0746;                    North         East    Units  Estimated Accuracy
 BZ0746;SPC TX C     - 3,210,850.    1,013,590.      MT  (+/- 180 meters Scaled)
 BZ0746
 BZ0746                          SUPERSEDED SURVEY CONTROL
 BZ0746
 BZ0746  NGVD 29 (??/??/92)  116.457  (m)          382.08   (f) ADJ UNCH    2 0
 BZ0746
 BZ0746.Superseded values are not recommended for survey control.
 BZ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0746.See file dsdata.txt to determine how the superseded data were derived.
 BZ0746
 BZ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV869896(NAD 83)
 BZ0746_MARKER: DB = BENCH MARK DISK
 BZ0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0746_SP_SET: PIER
 BZ0746_STAMPING: H 320 1935
 BZ0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0746
 BZ0746  HISTORY     - Date     Condition        Report By
 BZ0746  HISTORY     - 1935     MONUMENTED       CGS
 BZ0746  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0746  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0746
 BZ0746                          STATION DESCRIPTION
 BZ0746
 BZ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0746'6.6 MI SE FROM WACO.
 BZ0746'6.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0746'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT WACO, MCLENNAN
 BZ0746'COUNTY, AT A BRIDGE OVER TEHUACANA CREEK, AND IN THE TOP OF THE WEST
 BZ0746'END OF THE SOUTH CONCRETE PIER.  A STANDARD DISK, STAMPED H 320 1935.
 BZ0746
 BZ0746                          STATION RECOVERY (1995)
 BZ0746
 BZ0746'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0746'MARK NOT FOUND.
 BZ0746
 BZ0746                          STATION RECOVERY (2001)
 BZ0746
 BZ0746'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0697 ***********************************************************************
 BZ0697  DESIGNATION -  H 321
 BZ0697  PID         -  BZ0697
 BZ0697  STATE/COUNTY-  TX/HILL
 BZ0697  USGS QUAD   -  ABBOTT (1979)
 BZ0697
 BZ0697                         *CURRENT SURVEY CONTROL
 BZ0697  ___________________________________________________________________
 BZ0697* NAD 83(1986)-  31 56 17.     (N)    097 05 17.     (W)     SCALED    
 BZ0697* NAVD 88     -       192.421  (meters)     631.30   (feet)  POSTED    
 BZ0697  ___________________________________________________________________
 BZ0697  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BZ0697  DYNAMIC HT  -         192.180 (meters)     630.51  (feet)  COMP
 BZ0697  MODELED GRAV-     979,401.9   (mgal)                       NAVD 88
 BZ0697
 BZ0697  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BZ0697
 BZ0697.The horizontal coordinates were scaled from a topographic map and have
 BZ0697.an estimated accuracy of +/- 6 seconds.
 BZ0697
 BZ0697.The orthometric height was determined by differential leveling
 BZ0697.and adjusted by the National Geodetic Survey in 1992..
 BZ0697.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BZ0697.rate of 2.1 thru 3.0 mm/km.
 BZ0697
 BZ0697.The geoid height was determined by GEOID03.
 BZ0697
 BZ0697.The dynamic height is computed by dividing the NAVD 88
 BZ0697.geopotential number by the normal gravity value computed on the
 BZ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0697.degrees latitude (g = 980.6199 gals.).
 BZ0697
 BZ0697.The modeled gravity was interpolated from observed gravity values.
 BZ0697
 BZ0697;                    North         East    Units  Estimated Accuracy
 BZ0697;SPC TXNC     - 2,030,990.      733,510.      MT  (+/- 180 meters Scaled)
 BZ0697
 BZ0697                          SUPERSEDED SURVEY CONTROL
 BZ0697
 BZ0697  NGVD 29 (??/??/92)  192.370  (m)          631.13   (f) ADJ UNCH    1 2
 BZ0697
 BZ0697.Superseded values are not recommended for survey control.
 BZ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0697.See file dsdata.txt to determine how the superseded data were derived.
 BZ0697
 BZ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA807351(NAD 83)
 BZ0697_MARKER: DB = BENCH MARK DISK
 BZ0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0697_SP_SET: CULVERT
 BZ0697_STAMPING: H 321 1935
 BZ0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0697
 BZ0697  HISTORY     - Date     Condition        Report By
 BZ0697  HISTORY     - 1935     MONUMENTED       CGS
 BZ0697  HISTORY     - 1942     GOOD             NGS
 BZ0697  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0697
 BZ0697                          STATION DESCRIPTION
 BZ0697
 BZ0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0697'3.8 MI N FROM ABBOTT.
 BZ0697'3.8 MILES NORTH OF AND ALONG THE M.K.T.R.R. SET HORIZONTAL IN THE
 BZ0697'NORTH END OF THE WEST HEADWALL OF A CONCRETE R.R. CULVERT.  ABOUT 580
 BZ0697'YARDS NORTH OF MILE POLE 818.
 BZ0697
 BZ0697                          STATION RECOVERY (1942)
 BZ0697
 BZ0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BZ0697'RECOVERED IN GOOD CONDITION.
 BZ0697
 BZ0697                          STATION RECOVERY (1995)
 BZ0697
 BZ0697'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0790 ***********************************************************************
 BZ0790  DESIGNATION -  H 322
 BZ0790  PID         -  BZ0790
 BZ0790  STATE/COUNTY-  TX/BELL
 BZ0790  USGS QUAD   -  TROY (1993)
 BZ0790
 BZ0790                         *CURRENT SURVEY CONTROL
 BZ0790  ___________________________________________________________________
 BZ0790* NAD 83(1986)-  31 14 11.     (N)    097 17 00.     (W)     SCALED    
 BZ0790* NAVD 88     -       201.505  (meters)     661.10   (feet)  ADJUSTED  
 BZ0790  ___________________________________________________________________
 BZ0790  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BZ0790  DYNAMIC HT  -         201.240 (meters)     660.23  (feet)  COMP
 BZ0790  MODELED GRAV-     979,325.0   (mgal)                       NAVD 88
 BZ0790
 BZ0790  VERT ORDER  -  FIRST     CLASS II
 BZ0790
 BZ0790.The horizontal coordinates were scaled from a topographic map and have
 BZ0790.an estimated accuracy of +/- 6 seconds.
 BZ0790
 BZ0790.The orthometric height was determined by differential leveling
 BZ0790.and adjusted by the National Geodetic Survey in June 1991..
 BZ0790
 BZ0790.The geoid height was determined by GEOID03.
 BZ0790
 BZ0790.The dynamic height is computed by dividing the NAVD 88
 BZ0790.geopotential number by the normal gravity value computed on the
 BZ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0790.degrees latitude (g = 980.6199 gals.).
 BZ0790
 BZ0790.The modeled gravity was interpolated from observed gravity values.
 BZ0790
 BZ0790;                    North         East    Units  Estimated Accuracy
 BZ0790;SPC TX C     - 3,178,000.      990,500.      MT  (+/- 180 meters Scaled)
 BZ0790
 BZ0790                          SUPERSEDED SURVEY CONTROL
 BZ0790
 BZ0790  NGVD 29 (??/??/92)  201.437  (m)          660.88   (f) ADJ UNCH    1 2
 BZ0790
 BZ0790.Superseded values are not recommended for survey control.
 BZ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0790.See file dsdata.txt to determine how the superseded data were derived.
 BZ0790
 BZ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV634570(NAD 83)
 BZ0790_MARKER: DB = BENCH MARK DISK
 BZ0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0790_STAMPING: H 322 1935
 BZ0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0790+STABILITY: SURFACE MOTION
 BZ0790
 BZ0790  HISTORY     - Date     Condition        Report By
 BZ0790  HISTORY     - 1935     MONUMENTED       CGS
 BZ0790  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0790  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0790  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0790  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0790
 BZ0790                          STATION DESCRIPTION
 BZ0790
 BZ0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0790'2.6 MI N FROM TROY.
 BZ0790'2.6 MILES NORTH OF AND ALONG THE M.K.T.R.R.  AT A ROAD CROSSING.  33
 BZ0790'FEET NORTH OF CENTER OF THE CROSSROAD.  48 FEET WEST OF CENTER OF THE
 BZ0790'TRACK.  2 FEET WEST OF THE RIGHT OF WAY FENCE.
 BZ0790
 BZ0790                          STATION RECOVERY (1965)
 BZ0790
 BZ0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0790'MARK NOT FOUND.
 BZ0790
 BZ0790                          STATION RECOVERY (1965)
 BZ0790
 BZ0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0790'MARK NOT FOUND.
 BZ0790
 BZ0790                          STATION RECOVERY (1980)
 BZ0790
 BZ0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0790'MARK NOT FOUND.
 BZ0790
 BZ0790                          STATION RECOVERY (2001)
 BZ0790
 BZ0790'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BZ0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0200 ***********************************************************************
 AY0200  DESIGNATION -  H 323
 AY0200  PID         -  AY0200
 AY0200  STATE/COUNTY-  TX/BLANCO
 AY0200  USGS QUAD   -  SPRING BRANCH (1964)
 AY0200
 AY0200                         *CURRENT SURVEY CONTROL
 AY0200  ___________________________________________________________________
 AY0200* NAD 83(1986)-  29 56 45.     (N)    098 24 49.     (W)     SCALED    
 AY0200* NAVD 88     -       407.013  (meters)    1335.34   (feet)  ADJUSTED  
 AY0200  ___________________________________________________________________
 AY0200  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AY0200  DYNAMIC HT  -         406.433 (meters)    1333.44  (feet)  COMP
 AY0200  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 AY0200
 AY0200  VERT ORDER  -  SECOND    CLASS 0
 AY0200
 AY0200.The horizontal coordinates were scaled from a topographic map and have
 AY0200.an estimated accuracy of +/- 6 seconds.
 AY0200
 AY0200.The orthometric height was determined by differential leveling
 AY0200.and adjusted by the National Geodetic Survey in June 1991..
 AY0200
 AY0200.The geoid height was determined by GEOID03.
 AY0200
 AY0200.The dynamic height is computed by dividing the NAVD 88
 AY0200.geopotential number by the normal gravity value computed on the
 AY0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0200.degrees latitude (g = 980.6199 gals.).
 AY0200
 AY0200.The modeled gravity was interpolated from observed gravity values.
 AY0200
 AY0200;                    North         East    Units  Estimated Accuracy
 AY0200;SPC TX C     - 3,032,550.      885,330.      MT  (+/- 180 meters Scaled)
 AY0200
 AY0200                          SUPERSEDED SURVEY CONTROL
 AY0200
 AY0200  NGVD 29 (??/??/92)  406.912  (m)         1335.01   (f) ADJ UNCH    2 0
 AY0200
 AY0200.Superseded values are not recommended for survey control.
 AY0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0200.See file dsdata.txt to determine how the superseded data were derived.
 AY0200
 AY0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU565129(NAD 83)
 AY0200_MARKER: DB = BENCH MARK DISK
 AY0200_SETTING: 0 = UNSPECIFIED SETTING
 AY0200_STAMPING: H 323 1935
 AY0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0200
 AY0200  HISTORY     - Date     Condition        Report By
 AY0200  HISTORY     - 1935     MONUMENTED       CGS
 AY0200  HISTORY     - 1963     GOOD             USGS
 AY0200  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 AY0200
 AY0200                          STATION DESCRIPTION
 AY0200
 AY0200'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AY0200'5.0 MI N FROM SPRING BRANCH.
 AY0200'4.3 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM TWIN SISTERS OR 4.6 MILES
 AY0200'NORTH ALONG U.S. HIGHWAY 281 FROM THE SPRING BRANCH POSTOFFICE, THEN
 AY0200'0.4 MILES NW ALONG THE OLD HIGHWAY TO A TRACK ROAD SOUTH, 48 WEST OF
 AY0200'THE OLD HIGHWAY CENTERLINE, 11 FT. SOUTHEAST OF THE CENTERLINE OF THE
 AY0200'TRACK ROAD, 1.4 FT. NORTHEAST OF THE FENCE.  A STANDARD DISK, STAMPED
 AY0200'H 323 1935, ETC.
 AY0200
 AY0200                          STATION RECOVERY (2002)
 AY0200
 AY0200'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 AY0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0852 ***********************************************************************
 BZ0852  DESIGNATION -  H 327
 BZ0852  PID         -  BZ0852
 BZ0852  STATE/COUNTY-  TX/MCLENNAN
 BZ0852  USGS QUAD   -  ROBINSON (1993)
 BZ0852
 BZ0852                         *CURRENT SURVEY CONTROL
 BZ0852  ___________________________________________________________________
 BZ0852* NAD 83(1986)-  31 24 18.     (N)    097 02 51.     (W)     SCALED    
 BZ0852* NAVD 88     -       115.55   (+/-2cm)     379.1    (feet)  VERTCON   
 BZ0852  ___________________________________________________________________
 BZ0852  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BZ0852
 BZ0852  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0852
 BZ0852.The horizontal coordinates were scaled from a topographic map and have
 BZ0852.an estimated accuracy of +/- 6 seconds.
 BZ0852
 BZ0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0852.The vertical order pertains to the NGVD 29 superseded value.
 BZ0852
 BZ0852.The geoid height was determined by GEOID03.
 BZ0852
 BZ0852;                    North         East    Units  Estimated Accuracy
 BZ0852;SPC TX C     - 3,197,320.    1,012,400.      MT  (+/- 180 meters Scaled)
 BZ0852
 BZ0852                          SUPERSEDED SURVEY CONTROL
 BZ0852
 BZ0852  NGVD 29 (??/??/92)  115.498  (m)          378.93   (f) ADJ UNCH    2 0
 BZ0852
 BZ0852.Superseded values are not recommended for survey control.
 BZ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0852.See file dsdata.txt to determine how the superseded data were derived.
 BZ0852
 BZ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV856761(NAD 83)
 BZ0852_MARKER: DB = BENCH MARK DISK
 BZ0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0852_SP_SET: CONCRETE POST
 BZ0852_STAMPING: H 327 1935
 BZ0852_MARK LOGO: CGS   
 BZ0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0852+STABILITY: SURFACE MOTION
 BZ0852
 BZ0852  HISTORY     - Date     Condition        Report By
 BZ0852  HISTORY     - 1935     MONUMENTED       CGS
 BZ0852  HISTORY     - 19910228 GOOD             USGS
 BZ0852  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0852  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0852
 BZ0852                          STATION DESCRIPTION
 BZ0852
 BZ0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0852'0.8 MI S FROM ASA.
 BZ0852'0.8 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE TEXAS
 BZ0852'AND NEW ORLEANS RR) FROM ASA, 166 YARDS SOUTH OF MILEPOST 159, 48 FEET
 BZ0852'WEST OF THE CENTERLINE OF A GRAVEL ROAD, 36 FEET EAST OF THE
 BZ0852'CENTERLINE OF THE TRACK, AND 30 FEET EAST OF BRIDGE 158 A.  A STANDARD
 BZ0852'DISK, STAMPED H 327 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BZ0852
 BZ0852                          STATION RECOVERY (1991)
 BZ0852
 BZ0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ0852'4 MILES (6.4 KM) SOUTH OF DOWNSVILLE, ABOUT 4 MILES (6.4 KM)
 BZ0852'NORTH OF SATIN, NEAR A T-ROAD NE, ABOUT 200 FEET (61.0 M) SOUTH OF
 BZ0852'T-ROAD, 52 FEET (15.8 M) WEST OF HIGHWAY, 30 FEET (9.1 M) EAST OF OLD
 BZ0852'RAILROAD GRADE, PROJECTS ABOUT 1 FOOT (0.3 M) ABOVE GROUND.
 BZ0852
 BZ0852                          STATION RECOVERY (1995)
 BZ0852
 BZ0852'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0852'MARK NOT FOUND.
 BZ0852
 BZ0852                          STATION RECOVERY (2001)
 BZ0852
 BZ0852'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ0852'RAILWAY HAS BEEN REPLACED BY HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0713 ***********************************************************************
 BM0713  DESIGNATION -  H 328
 BM0713  PID         -  BM0713
 BM0713  STATE/COUNTY-  TX/WILLIAMSON
 BM0713  USGS QUAD   -  ROUND ROCK (1987)
 BM0713
 BM0713                         *CURRENT SURVEY CONTROL
 BM0713  ___________________________________________________________________
 BM0713* NAD 83(1986)-  30 34 15.     (N)    097 41 59.     (W)     SCALED    
 BM0713* NAVD 88     -       237.76   (+/-2cm)     780.1    (feet)  VERTCON   
 BM0713  ___________________________________________________________________
 BM0713  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BM0713
 BM0713  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0713
 BM0713.The horizontal coordinates were scaled from a topographic map and have
 BM0713.an estimated accuracy of +/- 6 seconds.
 BM0713
 BM0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0713.The vertical order pertains to the NGVD 29 superseded value.
 BM0713
 BM0713.The geoid height was determined by GEOID03.
 BM0713
 BM0713;                    North         East    Units  Estimated Accuracy
 BM0713;SPC TX C     - 3,103,220.      952,590.      MT  (+/- 180 meters Scaled)
 BM0713
 BM0713                          SUPERSEDED SURVEY CONTROL
 BM0713
 BM0713  NGVD 29 (??/??/92)  237.677  (m)          779.78   (f) ADJ UNCH    2 0
 BM0713
 BM0713.Superseded values are not recommended for survey control.
 BM0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0713.See file dsdata.txt to determine how the superseded data were derived.
 BM0713
 BM0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU246827(NAD 83)
 BM0713_MARKER: DB = BENCH MARK DISK
 BM0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0713_STAMPING: H 328 1935
 BM0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0713+STABILITY: SURFACE MOTION
 BM0713
 BM0713  HISTORY     - Date     Condition        Report By
 BM0713  HISTORY     - 1935     MONUMENTED       CGS
 BM0713  HISTORY     - 1954     GOOD             NGS
 BM0713  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0713
 BM0713                          STATION DESCRIPTION
 BM0713
 BM0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0713'4.8 MI S FROM GEORGETOWN.
 BM0713'4.8 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0713'FROM THE STATION AT GEORGETOWN, 48 FEET NORTHWEST OF THE 3RD POLE
 BM0713'NORTH OF MILEPOST 5, 13 FEET WEST OF THE WEST RAIL, 8 FEET NORTHWEST
 BM0713'OF THE CENTER OF THE WEST END OF A 24 INCH PIPE CULVERT, 2 FEET SOUTH
 BM0713'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BM0713'0.6 FOOT ABOVE THE GROUND.
 BM0713
 BM0713                          STATION RECOVERY (1980)
 BM0713
 BM0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0713'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2157 ***********************************************************************
 AX2157  DESIGNATION -  H 329
 AX2157  PID         -  AX2157
 AX2157  STATE/COUNTY-  TX/HAYS
 AX2157  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX2157
 AX2157                         *CURRENT SURVEY CONTROL
 AX2157  ___________________________________________________________________
 AX2157* NAD 83(1986)-  29 53 00.     (N)    097 56 26.     (W)     SCALED    
 AX2157* NAVD 88     -       188.763  (meters)     619.30   (feet)  ADJUSTED  
 AX2157  ___________________________________________________________________
 AX2157  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AX2157  DYNAMIC HT  -         188.496 (meters)     618.42  (feet)  COMP
 AX2157  MODELED GRAV-     979,226.0   (mgal)                       NAVD 88
 AX2157
 AX2157  VERT ORDER  -  FIRST     CLASS II
 AX2157
 AX2157.The horizontal coordinates were scaled from a topographic map and have
 AX2157.an estimated accuracy of +/- 6 seconds.
 AX2157
 AX2157.The orthometric height was determined by differential leveling
 AX2157.and adjusted by the National Geodetic Survey in June 1991..
 AX2157.WARNING-Repeat measurements at this control monument indicate possible
 AX2157.vertical movement.
 AX2157
 AX2157.The geoid height was determined by GEOID03.
 AX2157
 AX2157.The dynamic height is computed by dividing the NAVD 88
 AX2157.geopotential number by the normal gravity value computed on the
 AX2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2157.degrees latitude (g = 980.6199 gals.).
 AX2157
 AX2157.The modeled gravity was interpolated from observed gravity values.
 AX2157
 AX2157;                    North         East    Units  Estimated Accuracy
 AX2157;SPC TXSC     - 4,227,660.      702,330.      MT  (+/- 180 meters Scaled)
 AX2157
 AX2157                          SUPERSEDED SURVEY CONTROL
 AX2157
 AX2157  NGVD 29 (??/??/92)  188.697  (m)          619.08   (f) ADJ UNCH    1 2
 AX2157
 AX2157.Superseded values are not recommended for survey control.
 AX2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2157.See file dsdata.txt to determine how the superseded data were derived.
 AX2157
 AX2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU023063(NAD 83)
 AX2157_MARKER: DB = BENCH MARK DISK
 AX2157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2157_SP_SET: CUILDING
 AX2157_STAMPING: H 329 1935
 AX2157_MARK LOGO: CGS   
 AX2157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2157
 AX2157  HISTORY     - Date     Condition        Report By
 AX2157  HISTORY     - 1935     MONUMENTED       CGS
 AX2157  HISTORY     - 1959     GOOD             NGS
 AX2157  HISTORY     - 1980     GOOD             NGS
 AX2157  HISTORY     - 19910828 GOOD             USPSQD
 AX2157  HISTORY     - 19930808 GOOD             USPSQD
 AX2157  HISTORY     - 19990925 GOOD             USPSQD
 AX2157  HISTORY     - 20020928 GOOD             USPSQD
 AX2157
 AX2157                          STATION DESCRIPTION
 AX2157
 AX2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2157'IN SAN MARCOS.
 AX2157'AT SAN MARCOS, HAYS COUNTY, AT THE NORTHEAST CORNER OF THE COUNTY
 AX2157'COURTHOUSE, AND IN THE CORNER STONE.  A STANDARD DISK, STAMPED H 329
 AX2157'1935 AND SET VERTICALLY.
 AX2157
 AX2157                          STATION RECOVERY (1980)
 AX2157
 AX2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX2157'RECOVERED IN GOOD CONDITION.
 AX2157
 AX2157                          STATION RECOVERY (1991)
 AX2157
 AX2157'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2157'RECOVERED IN GOOD CONDITION.
 AX2157
 AX2157                          STATION RECOVERY (1993)
 AX2157
 AX2157'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2157'RECOVERED IN GOOD CONDITION.
 AX2157
 AX2157                          STATION RECOVERY (1999)
 AX2157
 AX2157'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2157'RECOVERED IN GOOD CONDITION.
 AX2157
 AX2157                          STATION RECOVERY (2002)
 AX2157
 AX2157'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 AX2157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0446 ***********************************************************************
 AO0446  DESIGNATION -  H 33
 AO0446  PID         -  AO0446
 AO0446  STATE/COUNTY-  TX/ZAVALA
 AO0446  USGS QUAD   -  LA PRYOR SE (1972)
 AO0446
 AO0446                         *CURRENT SURVEY CONTROL
 AO0446  ___________________________________________________________________
 AO0446* NAD 83(1986)-  28 46 18.     (N)    099 50 56.     (W)     SCALED    
 AO0446* NAVD 88     -       200.818  (meters)     658.85   (feet)  ADJUSTED  
 AO0446  ___________________________________________________________________
 AO0446  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AO0446  DYNAMIC HT  -         200.523 (meters)     657.88  (feet)  COMP
 AO0446  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 AO0446
 AO0446  VERT ORDER  -  SECOND    CLASS 0
 AO0446
 AO0446.The horizontal coordinates were scaled from a topographic map and have
 AO0446.an estimated accuracy of +/- 6 seconds.
 AO0446
 AO0446.The orthometric height was determined by differential leveling
 AO0446.and adjusted by the National Geodetic Survey in June 1991..
 AO0446
 AO0446.The geoid height was determined by GEOID03.
 AO0446
 AO0446.The dynamic height is computed by dividing the NAVD 88
 AO0446.geopotential number by the normal gravity value computed on the
 AO0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0446.degrees latitude (g = 980.6199 gals.).
 AO0446
 AO0446.The modeled gravity was interpolated from observed gravity values.
 AO0446
 AO0446;                    North         East    Units  Estimated Accuracy
 AO0446;SPC TXSC     - 4,104,300.      517,110.      MT  (+/- 180 meters Scaled)
 AO0446
 AO0446                          SUPERSEDED SURVEY CONTROL
 AO0446
 AO0446  NGVD 29 (??/??/92)  200.704  (m)          658.48   (f) ADJ UNCH    2 0
 AO0446
 AO0446.Superseded values are not recommended for survey control.
 AO0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0446.See file dsdata.txt to determine how the superseded data were derived.
 AO0446
 AO0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS171829(NAD 83)
 AO0446_MARKER: DB = BENCH MARK DISK
 AO0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0446_STAMPING: 1930 H-33
 AO0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0446+STABILITY: SURFACE MOTION
 AO0446
 AO0446  HISTORY     - Date     Condition        Report By
 AO0446  HISTORY     - 1930     MONUMENTED       USGS
 AO0446  HISTORY     - 1934     GOOD             NGS
 AO0446  HISTORY     - 1940     GOOD             NGS
 AO0446
 AO0446                          STATION DESCRIPTION
 AO0446
 AO0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0446'6.5 MI N FROM CRYSTAL CITY.
 AO0446'45 FT. E OF CENTER-LINE OF STATE HWY AND 64 FT. S OF CENTER-LINE OF
 AO0446'CROSS ROAD.  ABOUT 550 FT. E OF CENTER-LINE OF S. A. U. AND G. R. R.
 AO0446'ALONG CROSS ROAD AT S END OF PLATFORM AT DEL MONTE.
 AO0446
 AO0446                          STATION RECOVERY (1940)
 AO0446
 AO0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0058 ***********************************************************************
 AJ0058  DESIGNATION -  H 33
 AJ0058  PID         -  AJ0058
 AJ0058  STATE/COUNTY-  TX/DUVAL
 AJ0058  USGS QUAD   -  BENAVIDES (1968)
 AJ0058
 AJ0058                         *CURRENT SURVEY CONTROL
 AJ0058  ___________________________________________________________________
 AJ0058* NAD 83(1986)-  27 32 29.     (N)    098 28 56.     (W)     SCALED    
 AJ0058* NAVD 88     -       132.771  (meters)     435.60   (feet)  ADJUSTED  
 AJ0058  ___________________________________________________________________
 AJ0058  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AJ0058  DYNAMIC HT  -         132.562 (meters)     434.91  (feet)  COMP
 AJ0058  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 AJ0058
 AJ0058  VERT ORDER  -  FIRST     CLASS II
 AJ0058
 AJ0058.The horizontal coordinates were scaled from a topographic map and have
 AJ0058.an estimated accuracy of +/- 6 seconds.
 AJ0058
 AJ0058.The orthometric height was determined by differential leveling
 AJ0058.and adjusted by the National Geodetic Survey in June 1991..
 AJ0058
 AJ0058.The geoid height was determined by GEOID03.
 AJ0058
 AJ0058.The dynamic height is computed by dividing the NAVD 88
 AJ0058.geopotential number by the normal gravity value computed on the
 AJ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0058.degrees latitude (g = 980.6199 gals.).
 AJ0058
 AJ0058.The modeled gravity was interpolated from observed gravity values.
 AJ0058
 AJ0058;                    North         East    Units  Estimated Accuracy
 AJ0058;SPC TX S     - 5,207,710.      301,760.      MT  (+/- 180 meters Scaled)
 AJ0058
 AJ0058                          SUPERSEDED SURVEY CONTROL
 AJ0058
 AJ0058  NGVD 29 (??/??/92)  132.837  (m)          435.82   (f) ADJ UNCH    1 2
 AJ0058
 AJ0058.Superseded values are not recommended for survey control.
 AJ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0058.See file dsdata.txt to determine how the superseded data were derived.
 AJ0058
 AJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR511465(NAD 83)
 AJ0058_MARKER: DD = SURVEY DISK
 AJ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0058+STABILITY: SURFACE MOTION
 AJ0058
 AJ0058  HISTORY     - Date     Condition        Report By
 AJ0058  HISTORY     - UNK      MONUMENTED       USGS
 AJ0058  HISTORY     - 1933     GOOD             NGS
 AJ0058  HISTORY     - 1934     GOOD             NGS
 AJ0058
 AJ0058                          STATION DESCRIPTION
 AJ0058
 AJ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0058'6.3 MI SW FROM BENAVIDES.
 AJ0058'6.3 MILES SW OF BENAVIDES ON THE TEXAS-MEXICAN RR. ABOUT 1.9 MILES SW
 AJ0058'OF SWEDEN, ON E EDGE OF ROAD OPPOSITE MILE POST 85, IN FENCE LINE JUST
 AJ0058'N OF FORKS OF LANE.
 AJ0058
 AJ0058                          STATION RECOVERY (1934)
 AJ0058
 AJ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0005 ***********************************************************************
 AN0005  DESIGNATION -  H 330
 AN0005  PID         -  AN0005
 AN0005  STATE/COUNTY-  TX/JACKSON
 AN0005  USGS QUAD   -  LA WARD (1995)
 AN0005
 AN0005                         *CURRENT SURVEY CONTROL
 AN0005  ___________________________________________________________________
 AN0005* NAD 83(1986)-  28 50 40.     (N)    096 27 51.     (W)     SCALED    
 AN0005* NAVD 88     -        12.49   (+/-2cm)      41.0    (feet)  VERTCON   
 AN0005  ___________________________________________________________________
 AN0005  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN0005
 AN0005  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0005
 AN0005.The horizontal coordinates were scaled from a topographic map and have
 AN0005.an estimated accuracy of +/- 6 seconds.
 AN0005
 AN0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0005.The vertical order pertains to the NGVD 29 superseded value.
 AN0005
 AN0005.The geoid height was determined by GEOID03.
 AN0005
 AN0005;                    North         East    Units  Estimated Accuracy
 AN0005;SPC TXSC     - 4,114,740.      847,410.      MT  (+/- 180 meters Scaled)
 AN0005
 AN0005                          SUPERSEDED SURVEY CONTROL
 AN0005
 AN0005  NGVD 29 (??/??/92)   12.558  (m)           41.20   (f) ADJ UNCH    1 1
 AN0005
 AN0005.Superseded values are not recommended for survey control.
 AN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0005.See file dsdata.txt to determine how the superseded data were derived.
 AN0005
 AN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS474933(NAD 83)
 AN0005_MARKER: DB = BENCH MARK DISK
 AN0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0005_STAMPING: H 330 1935
 AN0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0005+STABILITY: SURFACE MOTION
 AN0005
 AN0005  HISTORY     - Date     Condition        Report By
 AN0005  HISTORY     - 1935     MONUMENTED       CGS
 AN0005  HISTORY     - 1972     GOOD             NGS
 AN0005  HISTORY     - 1978     GOOD             NGS
 AN0005
 AN0005                          STATION DESCRIPTION
 AN0005
 AN0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0005'IN LA WARD.
 AN0005'AT LA WARD, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND STATE
 AN0005'HIGHWAY 172, 151 1/2 FEET WEST OF THE LA WARD STATION SIGN, 77 FEET
 AN0005'EAST OF THE CENTER LINE OF THE HIGHWAY, 19 1/2 FEET NORTH OF THE NORTH
 AN0005'RAIL OF THE MAIN TRACK, 51.8 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 AN0005'METAL BUILDING, 41 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 81.8 FEET
 AN0005'NORTH-NORTHEAST AND ACROSS THE TRACKS FROM BENCH MARK D 1192, ABOUT 2
 AN0005'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 AN0005'POST WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 AN0005
 AN0005                          STATION RECOVERY (1978)
 AN0005
 AN0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0605 ***********************************************************************
 AX0605  DESIGNATION -  H 331
 AX0605  PID         -  AX0605
 AX0605  STATE/COUNTY-  TX/LAVACA
 AX0605  USGS QUAD   -  HALLETTSVILLE SE (1981)
 AX0605
 AX0605                         *CURRENT SURVEY CONTROL
 AX0605  ___________________________________________________________________
 AX0605* NAD 83(1986)-  29 21 35.     (N)    096 45 58.     (W)     SCALED    
 AX0605* NAVD 88     -        58.94   (+/-2cm)     193.4    (feet)  VERTCON   
 AX0605  ___________________________________________________________________
 AX0605  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0605
 AX0605  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0605
 AX0605.The horizontal coordinates were scaled from a topographic map and have
 AX0605.an estimated accuracy of +/- 6 seconds.
 AX0605
 AX0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0605.The vertical order pertains to the NGVD 29 superseded value.
 AX0605
 AX0605.The geoid height was determined by GEOID03.
 AX0605
 AX0605;                    North         East    Units  Estimated Accuracy
 AX0605;SPC TXSC     - 4,171,240.      816,870.      MT  (+/- 180 meters Scaled)
 AX0605
 AX0605                          SUPERSEDED SURVEY CONTROL
 AX0605
 AX0605  NGVD 29 (??/??/92)   58.93   (m)          193.3    (f) COMPUTED    2 0
 AX0605
 AX0605.Superseded values are not recommended for survey control.
 AX0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0605.See file dsdata.txt to determine how the superseded data were derived.
 AX0605
 AX0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT168499(NAD 83)
 AX0605_MARKER: DB = BENCH MARK DISK
 AX0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0605_STAMPING: H 331 1935
 AX0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0605+STABILITY: SURFACE MOTION
 AX0605
 AX0605  HISTORY     - Date     Condition        Report By
 AX0605  HISTORY     - 1935     MONUMENTED       CGS
 AX0605
 AX0605                          STATION DESCRIPTION
 AX0605
 AX0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0605'9.8 MI NW FROM SPEAKS.
 AX0605'9.8 MILES NW OF AND ALONG THE ROAD TO HALLETTSVILLE 35 FEET E OF
 AX0605'CENTER OF ROAD.  120 YARDS N OF WHITE FARMHOUSE ON E SIDE OF ROAD. 19
 AX0605'FEET N OF A LARGE LIVE OAK TREE OVERHANGING ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0606 ***********************************************************************
 AX0606  DESIGNATION -  H 331 RESET 1953
 AX0606  PID         -  AX0606
 AX0606  STATE/COUNTY-  TX/LAVACA
 AX0606  USGS QUAD   -  HALLETTSVILLE SE (1981)
 AX0606
 AX0606                         *CURRENT SURVEY CONTROL
 AX0606  ___________________________________________________________________
 AX0606* NAD 83(1986)-  29 21 35.     (N)    096 45 58.     (W)     SCALED    
 AX0606* NAVD 88     -        58.954  (meters)     193.42   (feet)  ADJUSTED  
 AX0606  ___________________________________________________________________
 AX0606  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0606  DYNAMIC HT  -          58.871 (meters)     193.15  (feet)  COMP
 AX0606  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 AX0606
 AX0606  VERT ORDER  -  FIRST     CLASS I
 AX0606
 AX0606.The horizontal coordinates were scaled from a topographic map and have
 AX0606.an estimated accuracy of +/- 6 seconds.
 AX0606
 AX0606.The orthometric height was determined by differential leveling
 AX0606.and adjusted by the National Geodetic Survey in June 1991..
 AX0606
 AX0606.The geoid height was determined by GEOID03.
 AX0606
 AX0606.The dynamic height is computed by dividing the NAVD 88
 AX0606.geopotential number by the normal gravity value computed on the
 AX0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0606.degrees latitude (g = 980.6199 gals.).
 AX0606
 AX0606.The modeled gravity was interpolated from observed gravity values.
 AX0606
 AX0606;                    North         East    Units  Estimated Accuracy
 AX0606;SPC TXSC     - 4,171,240.      816,870.      MT  (+/- 180 meters Scaled)
 AX0606
 AX0606                          SUPERSEDED SURVEY CONTROL
 AX0606
 AX0606  NGVD 29 (??/??/92)   58.947  (m)          193.40   (f) ADJ UNCH    1 1
 AX0606
 AX0606.Superseded values are not recommended for survey control.
 AX0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0606.See file dsdata.txt to determine how the superseded data were derived.
 AX0606
 AX0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT168499(NAD 83)
 AX0606_MARKER: DB = BENCH MARK DISK
 AX0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0606_STAMPING: H 331 RESET 1953
 AX0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0606+STABILITY: SURFACE MOTION
 AX0606
 AX0606  HISTORY     - Date     Condition        Report By
 AX0606  HISTORY     - 1953     MONUMENTED       CGS
 AX0606  HISTORY     - 1972     GOOD             NGS
 AX0606
 AX0606                          STATION DESCRIPTION
 AX0606
 AX0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0606'9.85 MI NW FROM SPEAKS.
 AX0606'ABOUT 9.85 MILES NORTHWEST ALONG FARM ROAD 530 FROM THE POST OFFICE
 AX0606'AND STORE AT SPEAKS, ABOUT MIDWAY BETWEEN 2 DRIVEWAYS ON THE OPPOSITE
 AX0606'SIDE OF THE ROAD AND IN AN OPEN PASTURE, 44 1/2 FEET SOUTHWEST OF THE
 AX0606'CENTER LINE OF THE ROAD, 35 FEET EAST OF A 36-INCH OAK TREE, 57 1/2
 AX0606'FEET NORTH OF A 24-INCH OAK TREE, 3 1/2 FEET SOUTHWEST OF A FENCE, 3.5
 AX0606'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 AX0606'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0138 ***********************************************************************
 AX0138  DESIGNATION -  H 333
 AX0138  PID         -  AX0138
 AX0138  STATE/COUNTY-  TX/COLORADO
 AX0138  USGS QUAD   -  ALLEYTON (1981)
 AX0138
 AX0138                         *CURRENT SURVEY CONTROL
 AX0138  ___________________________________________________________________
 AX0138* NAD 83(1986)-  29 41 44.     (N)    096 28 41.     (W)     SCALED    
 AX0138* NAVD 88     -        55.87   (+/-2cm)     183.3    (feet)  VERTCON   
 AX0138  ___________________________________________________________________
 AX0138  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0138
 AX0138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0138
 AX0138.The horizontal coordinates were scaled from a topographic map and have
 AX0138.an estimated accuracy of +/- 6 seconds.
 AX0138
 AX0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0138.The vertical order pertains to the NGVD 29 superseded value.
 AX0138
 AX0138.The geoid height was determined by GEOID03.
 AX0138
 AX0138;                    North         East    Units  Estimated Accuracy
 AX0138;SPC TXSC     - 4,209,020.      844,030.      MT  (+/- 180 meters Scaled)
 AX0138
 AX0138                          SUPERSEDED SURVEY CONTROL
 AX0138
 AX0138  NGVD 29 (??/??/92)   55.854  (m)          183.25   (f) ADJ UNCH    2 0
 AX0138
 AX0138.Superseded values are not recommended for survey control.
 AX0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0138.See file dsdata.txt to determine how the superseded data were derived.
 AX0138
 AX0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT440877(NAD 83)
 AX0138_MARKER: DB = BENCH MARK DISK
 AX0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0138_STAMPING: H 333 1935
 AX0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0138+STABILITY: SURFACE MOTION
 AX0138
 AX0138  HISTORY     - Date     Condition        Report By
 AX0138  HISTORY     - 1935     MONUMENTED       CGS
 AX0138  HISTORY     - 1943     GOOD             NGS
 AX0138
 AX0138                          STATION DESCRIPTION
 AX0138
 AX0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0138'3.9 MI E FROM COLUMBUS.
 AX0138'3.9 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 AX0138'COLUMBUS, COLORADO COUNTY, 0.9 MILE SOUTHEAST OF THE STATION SIGN AT
 AX0138'ALLEYTON, 0.15 MILE NORTHWEST OF MILEPOST 80, 0.1 MILE SOUTHEAST OF
 AX0138'BRIDGE 80 A, 73 FEET NORTHEAST OF THE TRACK, 2 FEET SOUTHWEST OF THE
 AX0138'RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 AX0138'AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 333
 AX0138'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT
 AX0138'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0068 ***********************************************************************
 AJ0068  DESIGNATION -  H 335
 AJ0068  PID         -  AJ0068
 AJ0068  STATE/COUNTY-  TX/JIM WELLS
 AJ0068  USGS QUAD   -  SAN DIEGO NE (1963)
 AJ0068
 AJ0068                         *CURRENT SURVEY CONTROL
 AJ0068  ___________________________________________________________________
 AJ0068* NAD 83(1986)-  27 58 16.     (N)    098 05 31.     (W)     SCALED    
 AJ0068* NAVD 88     -        87.546  (meters)     287.22   (feet)  POSTED    
 AJ0068  ___________________________________________________________________
 AJ0068  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AJ0068  DYNAMIC HT  -          87.410 (meters)     286.78  (feet)  COMP
 AJ0068  MODELED GRAV-     979,117.3   (mgal)                       NAVD 88
 AJ0068
 AJ0068  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AJ0068
 AJ0068.The horizontal coordinates were scaled from a topographic map and have
 AJ0068.an estimated accuracy of +/- 6 seconds.
 AJ0068
 AJ0068.The orthometric height was determined by differential leveling
 AJ0068.and adjusted by the National Geodetic Survey in 1992..
 AJ0068.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AJ0068.rate of 2.1 thru 3.0 mm/km.
 AJ0068
 AJ0068.The geoid height was determined by GEOID03.
 AJ0068
 AJ0068.The dynamic height is computed by dividing the NAVD 88
 AJ0068.geopotential number by the normal gravity value computed on the
 AJ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0068.degrees latitude (g = 980.6199 gals.).
 AJ0068
 AJ0068.The modeled gravity was interpolated from observed gravity values.
 AJ0068
 AJ0068;                    North         East    Units  Estimated Accuracy
 AJ0068;SPC TX S     - 5,255,390.      340,150.      MT  (+/- 180 meters Scaled)
 AJ0068
 AJ0068                          SUPERSEDED SURVEY CONTROL
 AJ0068
 AJ0068  NGVD 29 (??/??/92)   87.593  (m)          287.38   (f) ADJ UNCH    2 0
 AJ0068
 AJ0068.Superseded values are not recommended for survey control.
 AJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0068.See file dsdata.txt to determine how the superseded data were derived.
 AJ0068
 AJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR893943(NAD 83)
 AJ0068_MARKER: DB = BENCH MARK DISK
 AJ0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0068_STAMPING: H-335 1935
 AJ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0068+STABILITY: SURFACE MOTION
 AJ0068
 AJ0068  HISTORY     - Date     Condition        Report By
 AJ0068  HISTORY     - 1935     MONUMENTED       CGS
 AJ0068  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0068
 AJ0068                          STATION DESCRIPTION
 AJ0068
 AJ0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0068'15.7 MI N FROM ALICE.
 AJ0068'15.7 MILES NORTH OF AND ALONG STATE HIGHWAY 66.  49 FEET EAST OF
 AJ0068'CENTER LINE OF HIGHWAY.  JUST INSIDE RIGHT OF WAY FENCE.  ABOUT 200
 AJ0068'YDS. SOUTH OF SUMMIT OF LONG GRADE, THE EAST OF THIS SUMMIT HAVING
 AJ0068'BEEN ONCE USED AS A CALCITE PIT.
 AJ0068
 AJ0068                          STATION RECOVERY (1963)
 AJ0068
 AJ0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0448 ***********************************************************************
 BY0448  DESIGNATION -  H 337
 BY0448  PID         -  BY0448
 BY0448  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0448  USGS QUAD   -  BRONSON (1984)
 BY0448
 BY0448                         *CURRENT SURVEY CONTROL
 BY0448  ___________________________________________________________________
 BY0448* NAD 83(1986)-  31 17 03.     (N)    094 03 57.     (W)     SCALED    
 BY0448* NAVD 88     -        94.55   (+/-2cm)     310.2    (feet)  VERTCON   
 BY0448  ___________________________________________________________________
 BY0448  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BY0448
 BY0448  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0448
 BY0448.The horizontal coordinates were scaled from a topographic map and have
 BY0448.an estimated accuracy of +/- 6 seconds.
 BY0448
 BY0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0448.The vertical order pertains to the NGVD 29 superseded value.
 BY0448
 BY0448.The geoid height was determined by GEOID03.
 BY0448
 BY0448;                    North         East    Units  Estimated Accuracy
 BY0448;SPC TX C     - 3,196,120.    1,296,410.      MT  (+/- 180 meters Scaled)
 BY0448
 BY0448                          SUPERSEDED SURVEY CONTROL
 BY0448
 BY0448  NGVD 29 (??/??/92)   94.566  (m)          310.26   (f) ADJ UNCH    2 0
 BY0448
 BY0448.Superseded values are not recommended for survey control.
 BY0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0448.See file dsdata.txt to determine how the superseded data were derived.
 BY0448
 BY0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ985615(NAD 83)
 BY0448_MARKER: DB = BENCH MARK DISK
 BY0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0448_STAMPING: H 337 1952
 BY0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0448+STABILITY: SURFACE MOTION
 BY0448
 BY0448  HISTORY     - Date     Condition        Report By
 BY0448  HISTORY     - 1952     MONUMENTED       CGS
 BY0448
 BY0448                          STATION DESCRIPTION
 BY0448
 BY0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0448'23.95 MI S FROM SAN AUGUSTINE.
 BY0448'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0448'SAN AUGUSTINE, THENCE 10.65 MILES SOUTH ALONG FARM ROAD 705, THENCE
 BY0448'3.6 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A
 BY0448'GRADED DIRT ROAD, THENCE 0.75 MILE NORTHEAST ALONG A GRADED DIRT ROAD,
 BY0448'AT A JUNCTION WITH A WOODS ROAD LEADING SOUTHWEST, ON TOP OF A HILL,
 BY0448'53 FEET NORTH OF THE CENTER LINE OF THE GRADED DIRT ROAD, ON THE
 BY0448'EXTENDED CENTER LINE OF THE WOODS ROAD, 31.7 FEET NORTH OF A LONE 12
 BY0448'INCH OAK TREE, 19 FEET WEST OF THE CENTER LINE OF A DIM ROAD LEADING
 BY0448'NORTH, 2.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0448'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0300 ***********************************************************************
 GK0300  DESIGNATION -  H 338
 GK0300  PID         -  GK0300
 GK0300  STATE/COUNTY-  TX/HANSFORD
 GK0300  USGS QUAD   -  GRUVER (1973)
 GK0300
 GK0300                         *CURRENT SURVEY CONTROL
 GK0300  ___________________________________________________________________
 GK0300* NAD 83(1986)-  36 16 12.     (N)    101 29 49.     (W)     SCALED    
 GK0300* NAVD 88     -       999.962  (meters)    3280.71   (feet)  ADJUSTED  
 GK0300  ___________________________________________________________________
 GK0300  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 GK0300  DYNAMIC HT  -         998.875 (meters)    3277.14  (feet)  COMP
 GK0300  MODELED GRAV-     979,511.2   (mgal)                       NAVD 88
 GK0300
 GK0300  VERT ORDER  -  SECOND    CLASS 0
 GK0300
 GK0300.The horizontal coordinates were scaled from a topographic map and have
 GK0300.an estimated accuracy of +/- 6 seconds.
 GK0300
 GK0300.The orthometric height was determined by differential leveling
 GK0300.and adjusted by the National Geodetic Survey in June 1991..
 GK0300
 GK0300.The geoid height was determined by GEOID03.
 GK0300
 GK0300.The dynamic height is computed by dividing the NAVD 88
 GK0300.geopotential number by the normal gravity value computed on the
 GK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0300.degrees latitude (g = 980.6199 gals.).
 GK0300
 GK0300.The modeled gravity was interpolated from observed gravity values.
 GK0300
 GK0300;                    North         East    Units  Estimated Accuracy
 GK0300;SPC TX N     - 1,251,840.      200,280.      MT  (+/- 180 meters Scaled)
 GK0300
 GK0300                          SUPERSEDED SURVEY CONTROL
 GK0300
 GK0300  NGVD 29 (??/??/92)  999.500  (m)         3279.19   (f) ADJ UNCH    2 0
 GK0300
 GK0300.Superseded values are not recommended for survey control.
 GK0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0300.See file dsdata.txt to determine how the superseded data were derived.
 GK0300
 GK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF757167(NAD 83)
 GK0300_MARKER: DB = BENCH MARK DISK
 GK0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0300_STAMPING: H 338 1952
 GK0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0300+STABILITY: SURFACE MOTION
 GK0300
 GK0300  HISTORY     - Date     Condition        Report By
 GK0300  HISTORY     - 1952     MONUMENTED       CGS
 GK0300  HISTORY     - 1964     GOOD             NGS
 GK0300  HISTORY     - 1969     GOOD             NGS
 GK0300
 GK0300                          STATION DESCRIPTION
 GK0300
 GK0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GK0300'5.35 MI W FROM GRUVER.
 GK0300'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0300'THENCE 5.0 MILES WEST ALONG FARM ROAD 289, 83 FEET WEST OF THE
 GK0300'EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 52 FEET WEST OF A FENCE
 GK0300'LEADING NORTH, 49 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 8
 GK0300'FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE, 2 FEET EAST OF
 GK0300'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GK0300'FOOT ABOVE THE GROUND.
 GK0300
 GK0300                          STATION RECOVERY (1969)
 GK0300
 GK0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 GK0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0197 ***********************************************************************
 GL0197  DESIGNATION -  H 339
 GL0197  PID         -  GL0197
 GL0197  STATE/COUNTY-  TX/SHERMAN
 GL0197  USGS QUAD   -  STRATFORD (1964)
 GL0197
 GL0197                         *CURRENT SURVEY CONTROL
 GL0197  ___________________________________________________________________
 GL0197* NAD 83(1986)-  36 16 12.     (N)    102 05 54.     (W)     SCALED    
 GL0197* NAVD 88     -      1122.019  (meters)    3681.16   (feet)  ADJUSTED  
 GL0197  ___________________________________________________________________
 GL0197  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 GL0197  DYNAMIC HT  -        1120.771 (meters)    3677.06  (feet)  COMP
 GL0197  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 GL0197
 GL0197  VERT ORDER  -  SECOND    CLASS 0
 GL0197
 GL0197.The horizontal coordinates were scaled from a topographic map and have
 GL0197.an estimated accuracy of +/- 6 seconds.
 GL0197
 GL0197.The orthometric height was determined by differential leveling
 GL0197.and adjusted by the National Geodetic Survey in June 1991..
 GL0197
 GL0197.The geoid height was determined by GEOID03.
 GL0197
 GL0197.The dynamic height is computed by dividing the NAVD 88
 GL0197.geopotential number by the normal gravity value computed on the
 GL0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0197.degrees latitude (g = 980.6199 gals.).
 GL0197
 GL0197.The modeled gravity was interpolated from observed gravity values.
 GL0197
 GL0197;                    North         East    Units  Estimated Accuracy
 GL0197;SPC TX N     - 1,252,000.      146,240.      MT  (+/- 180 meters Scaled)
 GL0197
 GL0197                          SUPERSEDED SURVEY CONTROL
 GL0197
 GL0197.No superseded survey control is available for this station.
 GL0197
 GL0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA606178(NAD 83)
 GL0197_MARKER: DB = BENCH MARK DISK
 GL0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0197_STAMPING: H 339 1952
 GL0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0197+STABILITY: SURFACE MOTION
 GL0197
 GL0197  HISTORY     - Date     Condition        Report By
 GL0197  HISTORY     - 1952     MONUMENTED       CGS
 GL0197
 GL0197                          STATION DESCRIPTION
 GL0197
 GL0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0197'7.5 MI SW FROM STRATFORD.
 GL0197'4.65 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 GL0197'HIGHWAY 54 AT STRATFORD, THENCE 0.85 MILE WEST ALONG A GRADED DIRT
 GL0197'ROAD, THENCE 2.0 MILES WEST ALONG A TRACK ROAD, 0.4 MILE WEST OF A
 GL0197'WINDMILL, 0.6 MILE EAST OF A SMALL FARMHOUSE, 37 FEET NORTH OF THE
 GL0197'CENTER LINE OF THE ROAD, 25 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST
 GL0197'OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0197'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1225 ***********************************************************************
 AY1225  DESIGNATION -  H 34
 AY1225  PID         -  AY1225
 AY1225  STATE/COUNTY-  TX/MEDINA
 AY1225  USGS QUAD   -  D'HANIS (1970)
 AY1225
 AY1225                         *CURRENT SURVEY CONTROL
 AY1225  ___________________________________________________________________
 AY1225* NAD 83(1986)-  29 20 58.     (N)    099 21 59.     (W)     SCALED    
 AY1225* NAVD 88     -       309.828  (meters)    1016.49   (feet)  POSTED    
 AY1225  ___________________________________________________________________
 AY1225  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AY1225  DYNAMIC HT  -         309.380 (meters)    1015.02  (feet)  COMP
 AY1225  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AY1225
 AY1225  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1225
 AY1225.The horizontal coordinates were scaled from a topographic map and have
 AY1225.an estimated accuracy of +/- 6 seconds.
 AY1225
 AY1225.The orthometric height was determined by differential leveling
 AY1225.and adjusted by the National Geodetic Survey in 1992..
 AY1225.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1225.rate of 1.1 thru 2.0 mm/km.
 AY1225
 AY1225.The geoid height was determined by GEOID03.
 AY1225
 AY1225.The dynamic height is computed by dividing the NAVD 88
 AY1225.geopotential number by the normal gravity value computed on the
 AY1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1225.degrees latitude (g = 980.6199 gals.).
 AY1225
 AY1225.The modeled gravity was interpolated from observed gravity values.
 AY1225
 AY1225;                    North         East    Units  Estimated Accuracy
 AY1225;SPC TXSC     - 4,168,080.      564,430.      MT  (+/- 180 meters Scaled)
 AY1225
 AY1225                          SUPERSEDED SURVEY CONTROL
 AY1225
 AY1225  NGVD 29 (??/??/92)  309.708  (m)         1016.10   (f) ADJ UNCH    1 2
 AY1225
 AY1225.Superseded values are not recommended for survey control.
 AY1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1225.See file dsdata.txt to determine how the superseded data were derived.
 AY1225
 AY1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT644467(NAD 83)
 AY1225_MARKER: Q = CHISELED SQUARE
 AY1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1225_MARK LOGO: CGS   
 AY1225_PROJECTION: FLUSH
 AY1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1225+STABILITY: SURFACE MOTION
 AY1225
 AY1225  HISTORY     - Date     Condition        Report By
 AY1225  HISTORY     - UNK      MONUMENTED       CGS
 AY1225  HISTORY     - 1957     GOOD             NGS
 AY1225  HISTORY     - 1982     POOR             NGS
 AY1225  HISTORY     - 1990     GOOD             USPSQD
 AY1225  HISTORY     - 19970430 GOOD             USPSQD
 AY1225  HISTORY     - 20011113 GOOD             USPSQD
 AY1225
 AY1225                          STATION DESCRIPTION
 AY1225
 AY1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1225'6.4 MI E FROM SABINAL.
 AY1225'6.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1225'STATION AT SABINAL, 111 FEET NORTHWEST OF MILEPOST 273, 56 FEET
 AY1225'NORTHWEST OF THE NORTHWEST RAIL, 36 FEET SOUTHEAST OF THE CENTER LINE
 AY1225'OF AN OILED ROAD, AT THE SOUTHWEST END OF A CUT, 27 FEET EAST OF A
 AY1225'TELEPHONE POLE, 1 FOOT SOUTHEAST OF A WITNESS POST, SURROUNDED BY THE
 AY1225'LETTERS USBM, IN THE TOP OF A STONE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AY1225'THE GROUND.
 AY1225
 AY1225                          STATION RECOVERY (1982)
 AY1225
 AY1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1225'MARK RECOVERED THIS DATE, FOUND LOOSE IN GROUND, NOT LEVELED TO THIS
 AY1225'SURVEY.
 AY1225
 AY1225                          STATION RECOVERY (1990)
 AY1225
 AY1225'RECOVERY NOTE BY US POWER SQUADRON 1990 (SMC)
 AY1225'RECOVERED IN GOOD CONDITION.
 AY1225
 AY1225                          STATION RECOVERY (1997)
 AY1225
 AY1225'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1225'RECOVERED IN GOOD CONDITION.
 AY1225
 AY1225                          STATION RECOVERY (2001)
 AY1225
 AY1225'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0704 ***********************************************************************
 FL0704  DESIGNATION -  H 34
 FL0704  PID         -  FL0704
 FL0704  STATE/COUNTY-  TX/HUTCHINSON
 FL0704  USGS QUAD   -  PHILLIPS (1978)
 FL0704
 FL0704                         *CURRENT SURVEY CONTROL
 FL0704  ___________________________________________________________________
 FL0704* NAD 83(1986)-  35 44 59.     (N)    101 20 56.     (W)     SCALED    
 FL0704* NAVD 88     -       837.771  (meters)    2748.59   (feet)  ADJUSTED  
 FL0704  ___________________________________________________________________
 FL0704  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FL0704  DYNAMIC HT  -         836.847 (meters)    2745.56  (feet)  COMP
 FL0704  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 FL0704
 FL0704  VERT ORDER  -  SECOND    CLASS 0
 FL0704
 FL0704.The horizontal coordinates were scaled from a topographic map and have
 FL0704.an estimated accuracy of +/- 6 seconds.
 FL0704
 FL0704.The orthometric height was determined by differential leveling
 FL0704.and adjusted by the National Geodetic Survey in June 1991..
 FL0704
 FL0704.The geoid height was determined by GEOID03.
 FL0704
 FL0704.The dynamic height is computed by dividing the NAVD 88
 FL0704.geopotential number by the normal gravity value computed on the
 FL0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0704.degrees latitude (g = 980.6199 gals.).
 FL0704
 FL0704.The modeled gravity was interpolated from observed gravity values.
 FL0704
 FL0704;                    North         East    Units  Estimated Accuracy
 FL0704;SPC TX N     - 1,194,120.      213,670.      MT  (+/- 180 meters Scaled)
 FL0704
 FL0704                          SUPERSEDED SURVEY CONTROL
 FL0704
 FL0704  NGVD 29 (??/??/92)  837.342  (m)         2747.18   (f) ADJ UNCH    2 0
 FL0704
 FL0704.Superseded values are not recommended for survey control.
 FL0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0704.See file dsdata.txt to determine how the superseded data were derived.
 FL0704
 FL0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE876587(NAD 83)
 FL0704_MARKER: DD = SURVEY DISK
 FL0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0704_SP_SET: ABUTMENT
 FL0704_STAMPING: H 34 1927
 FL0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0704
 FL0704  HISTORY     - Date     Condition        Report By
 FL0704  HISTORY     - 1927     MONUMENTED       USGS
 FL0704
 FL0704                          STATION DESCRIPTION
 FL0704
 FL0704'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 FL0704'4.3 MI SW FROM PLEMONS.
 FL0704'4.3 MILES SOUTHWEST ALONG THE BORGER ROAD FROM THE POST OFFICE AT
 FL0704'PLEMONS, AT A BRIDGE OVER CANADIAN RIVER, IN THE TOP OF THE WEST WING
 FL0704'OF THE NORTH ABUTMENT, AND 10 FEET WEST OF THE CENTERLINE OF THE ROAD.
 FL0704'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 34 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0449 ***********************************************************************
 AO0449  DESIGNATION -  H 34
 AO0449  PID         -  AO0449
 AO0449  STATE/COUNTY-  TX/ZAVALA
 AO0449  USGS QUAD   -  LA PRYOR SE (1972)
 AO0449
 AO0449                         *CURRENT SURVEY CONTROL
 AO0449  ___________________________________________________________________
 AO0449* NAD 83(1986)-  28 49 14.     (N)    099 51 14.     (W)     SCALED    
 AO0449* NAVD 88     -       194.774  (meters)     639.02   (feet)  ADJUSTED  
 AO0449  ___________________________________________________________________
 AO0449  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 AO0449  DYNAMIC HT  -         194.488 (meters)     638.08  (feet)  COMP
 AO0449  MODELED GRAV-     979,173.3   (mgal)                       NAVD 88
 AO0449
 AO0449  VERT ORDER  -  SECOND    CLASS 0
 AO0449
 AO0449.The horizontal coordinates were scaled from a topographic map and have
 AO0449.an estimated accuracy of +/- 6 seconds.
 AO0449
 AO0449.The orthometric height was determined by differential leveling
 AO0449.and adjusted by the National Geodetic Survey in June 1991..
 AO0449
 AO0449.The geoid height was determined by GEOID03.
 AO0449
 AO0449.The dynamic height is computed by dividing the NAVD 88
 AO0449.geopotential number by the normal gravity value computed on the
 AO0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0449.degrees latitude (g = 980.6199 gals.).
 AO0449
 AO0449.The modeled gravity was interpolated from observed gravity values.
 AO0449
 AO0449;                    North         East    Units  Estimated Accuracy
 AO0449;SPC TXSC     - 4,109,720.      516,660.      MT  (+/- 180 meters Scaled)
 AO0449
 AO0449                          SUPERSEDED SURVEY CONTROL
 AO0449
 AO0449  NGVD 29 (??/??/92)  194.662  (m)          638.65   (f) ADJ UNCH    2 0
 AO0449
 AO0449.Superseded values are not recommended for survey control.
 AO0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0449.See file dsdata.txt to determine how the superseded data were derived.
 AO0449
 AO0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS166884(NAD 83)
 AO0449_MARKER: DD = SURVEY DISK
 AO0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0449_STAMPING: 1930 H-34
 AO0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0449+STABILITY: SURFACE MOTION
 AO0449
 AO0449  HISTORY     - Date     Condition        Report By
 AO0449  HISTORY     - 1930     MONUMENTED       USGS
 AO0449  HISTORY     - 1934     GOOD             NGS
 AO0449  HISTORY     - 1940     GOOD             NGS
 AO0449  HISTORY     - 1982     POOR             LOCSUR
 AO0449  HISTORY     - 20010507 POOR             USPSQD
 AO0449
 AO0449                          STATION DESCRIPTION
 AO0449
 AO0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0449'3.3 MI N FROM DELMONTE.
 AO0449'44 FT. E OF CENTER-LINE OF STATE HIGHWAY NEAR
 AO0449'PROMINENT ANGLE IN HIGHWAY.  4 FT. E OF FENCE LINE, IN TOP OF CONCRETE
 AO0449'POST.
 AO0449
 AO0449                          STATION RECOVERY (1940)
 AO0449
 AO0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0449'RECOVERED IN GOOD CONDITION.
 AO0449
 AO0449                          STATION RECOVERY (1982)
 AO0449
 AO0449'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AO0449'MARK RECOVERED IN POOR CONDITION.
 AO0449
 AO0449                          STATION RECOVERY (2001)
 AO0449
 AO0449'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0449'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0065 ***********************************************************************
 AJ0065  DESIGNATION -  H 34
 AJ0065  PID         -  AJ0065
 AJ0065  STATE/COUNTY-  TX/DUVAL
 AJ0065  USGS QUAD   -  BENAVIDES (1968)
 AJ0065
 AJ0065                         *CURRENT SURVEY CONTROL
 AJ0065  ___________________________________________________________________
 AJ0065* NAD 83(1986)-  27 30 14.     (N)    098 29 54.     (W)     SCALED    
 AJ0065* NAVD 88     -       139.778  (meters)     458.59   (feet)  ADJUSTED  
 AJ0065  ___________________________________________________________________
 AJ0065  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AJ0065  DYNAMIC HT  -         139.557 (meters)     457.86  (feet)  COMP
 AJ0065  MODELED GRAV-     979,063.1   (mgal)                       NAVD 88
 AJ0065
 AJ0065  VERT ORDER  -  FIRST     CLASS II
 AJ0065
 AJ0065.The horizontal coordinates were scaled from a topographic map and have
 AJ0065.an estimated accuracy of +/- 6 seconds.
 AJ0065
 AJ0065.The orthometric height was determined by differential leveling
 AJ0065.and adjusted by the National Geodetic Survey in June 1991..
 AJ0065
 AJ0065.The geoid height was determined by GEOID03.
 AJ0065
 AJ0065.The dynamic height is computed by dividing the NAVD 88
 AJ0065.geopotential number by the normal gravity value computed on the
 AJ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0065.degrees latitude (g = 980.6199 gals.).
 AJ0065
 AJ0065.The modeled gravity was interpolated from observed gravity values.
 AJ0065
 AJ0065;                    North         East    Units  Estimated Accuracy
 AJ0065;SPC TX S     - 5,203,550.      300,170.      MT  (+/- 180 meters Scaled)
 AJ0065
 AJ0065                          SUPERSEDED SURVEY CONTROL
 AJ0065
 AJ0065  NGVD 29 (??/??/92)  139.843  (m)          458.80   (f) ADJ UNCH    1 2
 AJ0065
 AJ0065.Superseded values are not recommended for survey control.
 AJ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0065.See file dsdata.txt to determine how the superseded data were derived.
 AJ0065
 AJ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR495423(NAD 83)
 AJ0065_MARKER: DD = SURVEY DISK
 AJ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0065_STAMPING: TEXAS H 34 1933
 AJ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0065+STABILITY: SURFACE MOTION
 AJ0065
 AJ0065  HISTORY     - Date     Condition        Report By
 AJ0065  HISTORY     - 1933     MONUMENTED       USGS
 AJ0065  HISTORY     - 1942     GOOD             NGS
 AJ0065
 AJ0065                          STATION DESCRIPTION
 AJ0065
 AJ0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0065'5.0 MI NE FROM REALITOS.
 AJ0065'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT REALITOS--
 AJ0065'PROCEED 5.0 MILES NORTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD TO
 AJ0065'THE SITE OF THE BENCH MARK.  BENCH MARK IS OPPOSITE MILE POLE NO. 82,
 AJ0065'35.0 FEET EAST OF THE CENTERLINE OF THE TRACKS, 5.0 FEET SOUTH OF A
 AJ0065'ROW OF TELEPHONE POLES AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE
 AJ0065'TRACKS.  A STD. U. S. GEOLOGICAL SURVEY DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0147 ***********************************************************************
 CA0147  DESIGNATION -  H 340
 CA0147  PID         -  CA0147
 CA0147  STATE/COUNTY-  TX/LAMPASAS
 CA0147  USGS QUAD   -  LOMETA (1959)
 CA0147
 CA0147                         *CURRENT SURVEY CONTROL
 CA0147  ___________________________________________________________________
 CA0147* NAD 83(1986)-  31 14 43.     (N)    098 24 52.     (W)     SCALED    
 CA0147* NAVD 88     -       441.221  (meters)    1447.57   (feet)  ADJUSTED  
 CA0147  ___________________________________________________________________
 CA0147  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CA0147  DYNAMIC HT  -         440.626 (meters)    1445.62  (feet)  COMP
 CA0147  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 CA0147
 CA0147  VERT ORDER  -  SECOND    CLASS 0
 CA0147
 CA0147.The horizontal coordinates were scaled from a topographic map and have
 CA0147.an estimated accuracy of +/- 6 seconds.
 CA0147
 CA0147.The orthometric height was determined by differential leveling
 CA0147.and adjusted by the National Geodetic Survey in June 1991..
 CA0147
 CA0147.The geoid height was determined by GEOID03.
 CA0147
 CA0147.The dynamic height is computed by dividing the NAVD 88
 CA0147.geopotential number by the normal gravity value computed on the
 CA0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0147.degrees latitude (g = 980.6199 gals.).
 CA0147
 CA0147.The modeled gravity was interpolated from observed gravity values.
 CA0147
 CA0147;                    North         East    Units  Estimated Accuracy
 CA0147;SPC TX C     - 3,176,570.      882,760.      MT  (+/- 180 meters Scaled)
 CA0147
 CA0147                          SUPERSEDED SURVEY CONTROL
 CA0147
 CA0147  NGVD 29 (??/??/92)  441.121  (m)         1447.24   (f) ADJ UNCH    2 0
 CA0147
 CA0147.Superseded values are not recommended for survey control.
 CA0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0147.See file dsdata.txt to determine how the superseded data were derived.
 CA0147
 CA0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV557569(NAD 83)
 CA0147_MARKER: DB = BENCH MARK DISK
 CA0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0147_STAMPING: H 340 1935
 CA0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0147+STABILITY: SURFACE MOTION
 CA0147
 CA0147  HISTORY     - Date     Condition        Report By
 CA0147  HISTORY     - 1935     MONUMENTED       CGS
 CA0147
 CA0147                          STATION DESCRIPTION
 CA0147
 CA0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0147'2.3 MI W FROM LOMETA.
 CA0147'2.3 MILES WEST OF AND ALONG THE G, C. AND S.F. R.R. 500 YARDS WEST OF
 CA0147'MILE POST 2.  23 YARDS NORTH OF CENTER OF THE TRACK.  1 YARD SOUTH OF
 CA0147'THE RIGHT OF WAY FENCE.  ABOUT 100 YARDS EAST OF R.R. BRIDGE 2B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0556 ***********************************************************************
 CA0556  DESIGNATION -  H 341
 CA0556  PID         -  CA0556
 CA0556  STATE/COUNTY-  TX/MCCULLOCH
 CA0556  USGS QUAD   -  ROCHELLE (1979)
 CA0556
 CA0556                         *CURRENT SURVEY CONTROL
 CA0556  ___________________________________________________________________
 CA0556* NAD 83(1986)-  31 12 21.     (N)    099 11 17.     (W)     SCALED    
 CA0556* NAVD 88     -       512.635  (meters)    1681.87   (feet)  ADJUSTED  
 CA0556  ___________________________________________________________________
 CA0556  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CA0556  DYNAMIC HT  -         511.944 (meters)    1679.60  (feet)  COMP
 CA0556  MODELED GRAV-     979,275.7   (mgal)                       NAVD 88
 CA0556
 CA0556  VERT ORDER  -  SECOND    CLASS 0
 CA0556
 CA0556.The horizontal coordinates were scaled from a topographic map and have
 CA0556.an estimated accuracy of +/- 6 seconds.
 CA0556
 CA0556.The orthometric height was determined by differential leveling
 CA0556.and adjusted by the National Geodetic Survey in June 1991..
 CA0556
 CA0556.The geoid height was determined by GEOID03.
 CA0556
 CA0556.The dynamic height is computed by dividing the NAVD 88
 CA0556.geopotential number by the normal gravity value computed on the
 CA0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0556.degrees latitude (g = 980.6199 gals.).
 CA0556
 CA0556.The modeled gravity was interpolated from observed gravity values.
 CA0556
 CA0556;                    North         East    Units  Estimated Accuracy
 CA0556;SPC TX C     - 3,171,190.      809,130.      MT  (+/- 180 meters Scaled)
 CA0556
 CA0556                          SUPERSEDED SURVEY CONTROL
 CA0556
 CA0556  NGVD 29 (??/??/92)  512.560  (m)         1681.62   (f) ADJ UNCH    2 0
 CA0556
 CA0556.Superseded values are not recommended for survey control.
 CA0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0556.See file dsdata.txt to determine how the superseded data were derived.
 CA0556
 CA0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV820524(NAD 83)
 CA0556_MARKER: DB = BENCH MARK DISK
 CA0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0556_STAMPING: H 341 1935
 CA0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0556+STABILITY: SURFACE MOTION
 CA0556
 CA0556  HISTORY     - Date     Condition        Report By
 CA0556  HISTORY     - 1935     MONUMENTED       CGS
 CA0556
 CA0556                          STATION DESCRIPTION
 CA0556
 CA0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0556'10.1 MI E FROM BRADY.
 CA0556'10.1 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT A GRADE
 CA0556'CROSSING.  165 YARDS EAST OF MILE POST 56.  16 YARDS SOUTH OF CENTER
 CA0556'OF THE TRACK.  16 YARDS WEST OF CENTER OF THE ROAD.  4 YARDS WEST OF
 CA0556'THE RIGHT OF WAY FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0011 ***********************************************************************
 AO0011  DESIGNATION -  H 342
 AO0011  PID         -  AO0011
 AO0011  STATE/COUNTY-  TX/ATASCOSA
 AO0011  USGS QUAD   -  THREE OAKS (1961)
 AO0011
 AO0011                         *CURRENT SURVEY CONTROL
 AO0011  ___________________________________________________________________
 AO0011* NAD 83(1986)-  28 55 09.     (N)    098 13 31.     (W)     SCALED    
 AO0011* NAVD 88     -       101.486  (meters)     332.96   (feet)  ADJUSTED  
 AO0011  ___________________________________________________________________
 AO0011  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AO0011  DYNAMIC HT  -         101.339 (meters)     332.48  (feet)  COMP
 AO0011  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 AO0011
 AO0011  VERT ORDER  -  SECOND    CLASS 0
 AO0011
 AO0011.The horizontal coordinates were scaled from a topographic map and have
 AO0011.an estimated accuracy of +/- 6 seconds.
 AO0011
 AO0011.The orthometric height was determined by differential leveling
 AO0011.and adjusted by the National Geodetic Survey in June 1991..
 AO0011
 AO0011.The geoid height was determined by GEOID03.
 AO0011
 AO0011.The dynamic height is computed by dividing the NAVD 88
 AO0011.geopotential number by the normal gravity value computed on the
 AO0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0011.degrees latitude (g = 980.6199 gals.).
 AO0011
 AO0011.The modeled gravity was interpolated from observed gravity values.
 AO0011
 AO0011;                    North         East    Units  Estimated Accuracy
 AO0011;SPC TXSC     - 4,120,590.      675,540.      MT  (+/- 180 meters Scaled)
 AO0011
 AO0011                          SUPERSEDED SURVEY CONTROL
 AO0011
 AO0011  NGVD 29 (??/??/92)  101.434  (m)          332.79   (f) ADJ UNCH    2 0
 AO0011
 AO0011.Superseded values are not recommended for survey control.
 AO0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0011.See file dsdata.txt to determine how the superseded data were derived.
 AO0011
 AO0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS755992(NAD 83)
 AO0011_MARKER: DB = BENCH MARK DISK
 AO0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0011_STAMPING: H 342 1935
 AO0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0011+STABILITY: SURFACE MOTION
 AO0011
 AO0011  HISTORY     - Date     Condition        Report By
 AO0011  HISTORY     - 1935     MONUMENTED       CGS
 AO0011
 AO0011                          STATION DESCRIPTION
 AO0011
 AO0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0011'16.6 MI NE FROM CAMPBELLTON.
 AO0011'16.6 MILES NE OF AND ALONG THE FLORESVILLE ROAD.  8 YARDS SE OF CENTER
 AO0011'OF ROAD.  1 YARD SE OF R/W FENCE.  1 FOOT SW OF WILSON-ATASCOSA COUNTY
 AO0011'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0034 ***********************************************************************
 AO0034  DESIGNATION -  H 343
 AO0034  PID         -  AO0034
 AO0034  STATE/COUNTY-  TX/ATASCOSA
 AO0034  USGS QUAD   -  MC COY (1985)
 AO0034
 AO0034                         *CURRENT SURVEY CONTROL
 AO0034  ___________________________________________________________________
 AO0034* NAD 83(1986)-  28 51 40.     (N)    098 20 54.     (W)     SCALED    
 AO0034* NAVD 88     -        91.549  (meters)     300.36   (feet)  ADJUSTED  
 AO0034  ___________________________________________________________________
 AO0034  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AO0034  DYNAMIC HT  -          91.417 (meters)     299.92  (feet)  COMP
 AO0034  MODELED GRAV-     979,192.9   (mgal)                       NAVD 88
 AO0034
 AO0034  VERT ORDER  -  SECOND    CLASS 0
 AO0034
 AO0034.The horizontal coordinates were scaled from a topographic map and have
 AO0034.an estimated accuracy of +/- 6 seconds.
 AO0034
 AO0034.The orthometric height was determined by differential leveling
 AO0034.and adjusted by the National Geodetic Survey in June 1991..
 AO0034
 AO0034.The geoid height was determined by GEOID03.
 AO0034
 AO0034.The dynamic height is computed by dividing the NAVD 88
 AO0034.geopotential number by the normal gravity value computed on the
 AO0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0034.degrees latitude (g = 980.6199 gals.).
 AO0034
 AO0034.The modeled gravity was interpolated from observed gravity values.
 AO0034
 AO0034;                    North         East    Units  Estimated Accuracy
 AO0034;SPC TXSC     - 4,114,080.      663,580.      MT  (+/- 180 meters Scaled)
 AO0034
 AO0034                          SUPERSEDED SURVEY CONTROL
 AO0034
 AO0034  NGVD 29 (??/??/92)   91.515  (m)          300.25   (f) ADJ UNCH    2 0
 AO0034
 AO0034.Superseded values are not recommended for survey control.
 AO0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0034.See file dsdata.txt to determine how the superseded data were derived.
 AO0034
 AO0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS635927(NAD 83)
 AO0034_MARKER: DB = BENCH MARK DISK
 AO0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0034_SP_SET: CULVERT
 AO0034_STAMPING: H 343 1935
 AO0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0034
 AO0034  HISTORY     - Date     Condition        Report By
 AO0034  HISTORY     - 1935     MONUMENTED       CGS
 AO0034  HISTORY     - 1953     GOOD             NGS
 AO0034
 AO0034                          STATION DESCRIPTION
 AO0034
 AO0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0034'IN MC COY.
 AO0034'55 YARDS S OF DEPOT AT MC COY.  4 YARDS E OF CENTER OF TRACK.  DISK IS
 AO0034'SET HORIZONTALLY IN NE CORNER OF E END OF A CULVERT.  NOTE-- RR. STA.
 AO0034'IS DESTROYED.
 AO0034
 AO0034                          STATION RECOVERY (1953)
 AO0034
 AO0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AO0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0082 ***********************************************************************
 BY0082  DESIGNATION -  H 345
 BY0082  PID         -  BY0082
 BY0082  STATE/COUNTY-  TX/SHELBY
 BY0082  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY0082
 BY0082                         *CURRENT SURVEY CONTROL
 BY0082  ___________________________________________________________________
 BY0082* NAD 83(1986)-  31 57 59.     (N)    094 01 45.     (W)     SCALED    
 BY0082* NAVD 88     -        62.862  (meters)     206.24   (feet)  ADJUSTED  
 BY0082  ___________________________________________________________________
 BY0082  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BY0082  DYNAMIC HT  -          62.790 (meters)     206.00  (feet)  COMP
 BY0082  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 BY0082
 BY0082  VERT ORDER  -  FIRST     CLASS II
 BY0082
 BY0082.The horizontal coordinates were scaled from a topographic map and have
 BY0082.an estimated accuracy of +/- 6 seconds.
 BY0082
 BY0082.The orthometric height was determined by differential leveling
 BY0082.and adjusted by the National Geodetic Survey in June 1991..
 BY0082.WARNING-Repeat measurements at this control monument indicate possible
 BY0082.vertical movement.
 BY0082
 BY0082.The geoid height was determined by GEOID03.
 BY0082
 BY0082.The dynamic height is computed by dividing the NAVD 88
 BY0082.geopotential number by the normal gravity value computed on the
 BY0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0082.degrees latitude (g = 980.6199 gals.).
 BY0082
 BY0082.The modeled gravity was interpolated from observed gravity values.
 BY0082
 BY0082;                    North         East    Units  Estimated Accuracy
 BY0082;SPC TX C     - 3,271,830.    1,295,610.      MT  (+/- 180 meters Scaled)
 BY0082
 BY0082                          SUPERSEDED SURVEY CONTROL
 BY0082
 BY0082  NGVD 29 (??/??/??)   62.917  (m)          206.42   (f) ADJUSTED    1 2
 BY0082
 BY0082.Superseded values are not recommended for survey control.
 BY0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0082.See file dsdata.txt to determine how the superseded data were derived.
 BY0082
 BY0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR027371(NAD 83)
 BY0082_MARKER: DB = BENCH MARK DISK
 BY0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0082_STAMPING: H 345 1952
 BY0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0082+STABILITY: SURFACE MOTION
 BY0082
 BY0082  HISTORY     - Date     Condition        Report By
 BY0082  HISTORY     - 1952     MONUMENTED       CGS
 BY0082  HISTORY     - 1961     GOOD             LOCENG
 BY0082  HISTORY     - 1979     GOOD             NGS
 BY0082
 BY0082                          STATION DESCRIPTION
 BY0082
 BY0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0082'1.6 MI E FROM JOAQUIN.
 BY0082'1.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0082'STATION AT JOAQUIN, 94 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 BY0082'CROSSING, 69.7 FEET NORTH OF THE NORTH RAIL, 34 FEET NORTH OF THE
 BY0082'CENTER LINE OF A TRACK ROAD LEADING WEST, 38 FEET WEST OF THE CENTER
 BY0082'LINE OF THE GRAVELED ROAD, 19.6 FEET NORTHWEST OF A 30 INCH OAK TREE,
 BY0082'3 FEET SOUTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP
 BY0082'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY0082
 BY0082                          STATION RECOVERY (1961)
 BY0082
 BY0082'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 BY0082'RECOVERED IN GOOD CONDITION.
 BY0082
 BY0082                          STATION RECOVERY (1979)
 BY0082
 BY0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0082'OMIT-1.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BY0082'THE STATION AT JOAQUIN.
 BY0082'NOTE-RAILROAD STATION HAS BEEN REMOVED.
 BY0082'ADD-1.1 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE WEST END OF THE
 BY0082'BRIDGE OVER THE SABINE RIVER IN LOGANSPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1426 ***********************************************************************
 FL1426  DESIGNATION -  H 346
 FL1426  PID         -  FL1426
 FL1426  STATE/COUNTY-  TX/HUTCHINSON
 FL1426  USGS QUAD   -  POLLARD CREEK NE (1974)
 FL1426
 FL1426                         *CURRENT SURVEY CONTROL
 FL1426  ___________________________________________________________________
 FL1426* NAD 83(1986)-  35 57 21.     (N)    101 37 17.     (W)     SCALED    
 FL1426* NAVD 88     -      1022.008  (meters)    3353.04   (feet)  ADJUSTED  
 FL1426  ___________________________________________________________________
 FL1426  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 FL1426  DYNAMIC HT  -        1020.860 (meters)    3349.27  (feet)  COMP
 FL1426  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 FL1426
 FL1426  VERT ORDER  -  SECOND    CLASS 0
 FL1426
 FL1426.The horizontal coordinates were scaled from a topographic map and have
 FL1426.an estimated accuracy of +/- 6 seconds.
 FL1426
 FL1426.The orthometric height was determined by differential leveling
 FL1426.and adjusted by the National Geodetic Survey in June 1991..
 FL1426
 FL1426.The geoid height was determined by GEOID03.
 FL1426
 FL1426.The dynamic height is computed by dividing the NAVD 88
 FL1426.geopotential number by the normal gravity value computed on the
 FL1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1426.degrees latitude (g = 980.6199 gals.).
 FL1426
 FL1426.The modeled gravity was interpolated from observed gravity values.
 FL1426
 FL1426;                    North         East    Units  Estimated Accuracy
 FL1426;SPC TX N     - 1,216,990.      189,050.      MT  (+/- 180 meters Scaled)
 FL1426
 FL1426                          SUPERSEDED SURVEY CONTROL
 FL1426
 FL1426  NGVD 29 (??/??/92) 1021.518  (m)         3351.43   (f) ADJ UNCH    2 0
 FL1426
 FL1426.Superseded values are not recommended for survey control.
 FL1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1426.See file dsdata.txt to determine how the superseded data were derived.
 FL1426
 FL1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE635822(NAD 83)
 FL1426_MARKER: DB = BENCH MARK DISK
 FL1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1426_STAMPING: H 346 1952
 FL1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1426+STABILITY: SURFACE MOTION
 FL1426
 FL1426  HISTORY     - Date     Condition        Report By
 FL1426  HISTORY     - 1952     MONUMENTED       CGS
 FL1426  HISTORY     - 1971     GOOD             USGS
 FL1426
 FL1426                          STATION DESCRIPTION
 FL1426
 FL1426'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FL1426'10.8 MI SW FROM PRINGLE.
 FL1426'9.8 MI. WEST ALONG FR 1598 FROM THE JUNCTION OF FR 278 AT PRINGLE,
 FL1426'HUTCHINSON COUNTY, THENCE 1.0 MI. SOUTHWEST ALONG A WINDING ROAD,
 FL1426'CAPPS, MOORE COUNTY.  2.2 MI. SOUTH ALONG FR 1060 TO ITS JUNCTION WITH
 FL1426'FR 1598.  1.75 MI. EAST ALONG FR 1598.  0.65 MI. SOUTH ALONG PRIVATE
 FL1426'ROAD AND PIPELINE TO EAST-WEST FENCE.  0.2 MI. EAST ALONG FENCE. 1.0
 FL1426'FT. SOUTH OF EAST-WEST FENCE.  A STANDARD DISK STAMPED H 346 1952 SET
 FL1426'IN TOP OF A CONCRETE POST PROJECTING 0.5 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0144 ***********************************************************************
 GL0144  DESIGNATION -  H 348
 GL0144  PID         -  GL0144
 GL0144  STATE/COUNTY-  TX/DALLAM
 GL0144  USGS QUAD   -  EXUM (1965)
 GL0144
 GL0144                         *CURRENT SURVEY CONTROL
 GL0144  ___________________________________________________________________
 GL0144* NAD 83(1986)-  36 03 18.     (N)    102 14 53.     (W)     SCALED    
 GL0144* NAVD 88     -      1168.571  (meters)    3833.89   (feet)  ADJUSTED  
 GL0144  ___________________________________________________________________
 GL0144  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 GL0144  DYNAMIC HT  -        1167.227 (meters)    3829.48  (feet)  COMP
 GL0144  MODELED GRAV-     979,442.5   (mgal)                       NAVD 88
 GL0144
 GL0144  VERT ORDER  -  SECOND    CLASS 0
 GL0144
 GL0144.The horizontal coordinates were scaled from a topographic map and have
 GL0144.an estimated accuracy of +/- 6 seconds.
 GL0144
 GL0144.The orthometric height was determined by differential leveling
 GL0144.and adjusted by the National Geodetic Survey in June 1991..
 GL0144
 GL0144.The geoid height was determined by GEOID03.
 GL0144
 GL0144.The dynamic height is computed by dividing the NAVD 88
 GL0144.geopotential number by the normal gravity value computed on the
 GL0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0144.degrees latitude (g = 980.6199 gals.).
 GL0144
 GL0144.The modeled gravity was interpolated from observed gravity values.
 GL0144
 GL0144;                    North         East    Units  Estimated Accuracy
 GL0144;SPC TX N     - 1,228,240.      132,600.      MT  (+/- 180 meters Scaled)
 GL0144
 GL0144                          SUPERSEDED SURVEY CONTROL
 GL0144
 GL0144  NGVD 29 (??/??/92) 1168.02   (m)         3832.1    (f) COMPUTED    2 0
 GL0144
 GL0144.Superseded values are not recommended for survey control.
 GL0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0144.See file dsdata.txt to determine how the superseded data were derived.
 GL0144
 GL0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV478935(NAD 83)
 GL0144_MARKER: DB = BENCH MARK DISK
 GL0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0144_STAMPING: H 348 1952
 GL0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0144+STABILITY: SURFACE MOTION
 GL0144
 GL0144  HISTORY     - Date     Condition        Report By
 GL0144  HISTORY     - 1952     MONUMENTED       CGS
 GL0144
 GL0144                          STATION DESCRIPTION
 GL0144
 GL0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0144'13.3 MI S FROM CONLEN.
 GL0144'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0144'HIGHWAY 54 AT CONLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GL0144'THENCE 0.6 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES SOUTH
 GL0144'ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE EAST ALONG A GRADED DIRT
 GL0144'ROAD, THENCE 1.0 MILE SOUTH ALONG A NORTH AND SOUTH FENCE, AT THE
 GL0144'NORTHEAST CORNER OF A PASTURE, 0.45 MILE NORTH OF A WINDMILL AND WATER
 GL0144'TANK, 52 FEET WEST OF A NORTH AND SOUTH FENCE, 0.8 FOOT SOUTH OF AN
 GL0144'EAST AND WEST FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 GL0144'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0453 ***********************************************************************
 AO0453  DESIGNATION -  H 35
 AO0453  PID         -  AO0453
 AO0453  STATE/COUNTY-  TX/ZAVALA
 AO0453  USGS QUAD   -  LA PRYOR SE (1972)
 AO0453
 AO0453                         *CURRENT SURVEY CONTROL
 AO0453  ___________________________________________________________________
 AO0453* NAD 83(1986)-  28 51 49.     (N)    099 51 07.     (W)     SCALED    
 AO0453* NAVD 88     -       212.788  (meters)     698.12   (feet)  ADJUSTED  
 AO0453  ___________________________________________________________________
 AO0453  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 AO0453  DYNAMIC HT  -         212.476 (meters)     697.10  (feet)  COMP
 AO0453  MODELED GRAV-     979,174.6   (mgal)                       NAVD 88
 AO0453
 AO0453  VERT ORDER  -  SECOND    CLASS 0
 AO0453
 AO0453.The horizontal coordinates were scaled from a topographic map and have
 AO0453.an estimated accuracy of +/- 6 seconds.
 AO0453
 AO0453.The orthometric height was determined by differential leveling
 AO0453.and adjusted by the National Geodetic Survey in June 1991..
 AO0453
 AO0453.The geoid height was determined by GEOID03.
 AO0453
 AO0453.The dynamic height is computed by dividing the NAVD 88
 AO0453.geopotential number by the normal gravity value computed on the
 AO0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0453.degrees latitude (g = 980.6199 gals.).
 AO0453
 AO0453.The modeled gravity was interpolated from observed gravity values.
 AO0453
 AO0453;                    North         East    Units  Estimated Accuracy
 AO0453;SPC TXSC     - 4,114,490.      516,890.      MT  (+/- 180 meters Scaled)
 AO0453
 AO0453                          SUPERSEDED SURVEY CONTROL
 AO0453
 AO0453  NGVD 29 (??/??/92)  212.672  (m)          697.74   (f) ADJ UNCH    2 0
 AO0453
 AO0453.Superseded values are not recommended for survey control.
 AO0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0453.See file dsdata.txt to determine how the superseded data were derived.
 AO0453
 AO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS169931(NAD 83)
 AO0453_MARKER: DD = SURVEY DISK
 AO0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0453_STAMPING: 1930 H-35
 AO0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0453+STABILITY: SURFACE MOTION
 AO0453
 AO0453  HISTORY     - Date     Condition        Report By
 AO0453  HISTORY     - 1930     MONUMENTED       USGS
 AO0453  HISTORY     - 1934     GOOD             NGS
 AO0453  HISTORY     - 1940     GOOD             NGS
 AO0453  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 AO0453  HISTORY     - 20010507 MARK NOT FOUND   USPSQD
 AO0453
 AO0453                          STATION DESCRIPTION
 AO0453
 AO0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0453'6.3 MI N FROM DEL MONTE.
 AO0453'ABOUT 5.4 MILES S OF LA PRYOR.  42 FT. E OF CENTER-LINE OF STATE
 AO0453'HIGHWAY AND 500 FT. S OF GATE IN FENCE LINE.  3.4 FT. W OF CORNER POST
 AO0453'AT T ANGLE IN FENCE LINE.  0.3 MILE S OF R. R. MILE POST B-159.
 AO0453
 AO0453                          STATION RECOVERY (1940)
 AO0453
 AO0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0453'RECOVERED IN GOOD CONDITION.
 AO0453
 AO0453                          STATION RECOVERY (1982)
 AO0453
 AO0453'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AO0453'MARK NOT FOUND.
 AO0453
 AO0453                          STATION RECOVERY (2001)
 AO0453
 AO0453'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0699 ***********************************************************************
 FL0699  DESIGNATION -  H 35
 FL0699  PID         -  FL0699
 FL0699  STATE/COUNTY-  TX/HUTCHINSON
 FL0699  USGS QUAD   -  PHILLIPS (1978)
 FL0699
 FL0699                         *CURRENT SURVEY CONTROL
 FL0699  ___________________________________________________________________
 FL0699* NAD 83(1986)-  35 43 14.     (N)    101 21 52.     (W)     SCALED    
 FL0699* NAVD 88     -       855.054  (meters)    2805.29   (feet)  ADJUSTED  
 FL0699  ___________________________________________________________________
 FL0699  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 FL0699  DYNAMIC HT  -         854.104 (meters)    2802.17  (feet)  COMP
 FL0699  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 FL0699
 FL0699  VERT ORDER  -  SECOND    CLASS 0
 FL0699
 FL0699.The horizontal coordinates were scaled from a topographic map and have
 FL0699.an estimated accuracy of +/- 6 seconds.
 FL0699
 FL0699.The orthometric height was determined by differential leveling
 FL0699.and adjusted by the National Geodetic Survey in June 1991..
 FL0699
 FL0699.The geoid height was determined by GEOID03.
 FL0699
 FL0699.The dynamic height is computed by dividing the NAVD 88
 FL0699.geopotential number by the normal gravity value computed on the
 FL0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0699.degrees latitude (g = 980.6199 gals.).
 FL0699
 FL0699.The modeled gravity was interpolated from observed gravity values.
 FL0699
 FL0699;                    North         East    Units  Estimated Accuracy
 FL0699;SPC TX N     - 1,190,880.      212,260.      MT  (+/- 180 meters Scaled)
 FL0699
 FL0699                          SUPERSEDED SURVEY CONTROL
 FL0699
 FL0699  NGVD 29 (??/??/92)  854.613  (m)         2803.84   (f) ADJ UNCH    2 0
 FL0699
 FL0699.Superseded values are not recommended for survey control.
 FL0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0699.See file dsdata.txt to determine how the superseded data were derived.
 FL0699
 FL0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE861555(NAD 83)
 FL0699_MARKER: DD = SURVEY DISK
 FL0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0699_STAMPING: H 35 1927
 FL0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0699+STABILITY: SURFACE MOTION
 FL0699
 FL0699  HISTORY     - Date     Condition        Report By
 FL0699  HISTORY     - 1927     MONUMENTED       USGS
 FL0699
 FL0699                          STATION DESCRIPTION
 FL0699
 FL0699'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 FL0699'0.3 MI N FROM BORGER.
 FL0699'0.3 MILE NORTH ALONG A ROAD FROM THE POST OFFICE AT BORGER, THENCE 4.2
 FL0699'MILES NORTHEAST ALONG A GRADED ROAD.  ON PROPERTY OF OIL LEASE 63,
 FL0699'ABOUT 390 FEET NORTHEAST OF A SALT-WATER POND, 150 FEET NORTHWEST OF
 FL0699'THE NORTHWEST CORNER OF THE R.S. TROTH HOUSE, AND 41.6 FEET WEST OF
 FL0699'THE CENTERLINE OF THE ROAD.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 FL0699'STAMPED H 35 1927 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0465 ***********************************************************************
 AJ0465  DESIGNATION -  H 35
 AJ0465  PID         -  AJ0465
 AJ0465  STATE/COUNTY-  TX/DUVAL
 AJ0465  USGS QUAD   -  REALITOS (1967)
 AJ0465
 AJ0465                         *CURRENT SURVEY CONTROL
 AJ0465  ___________________________________________________________________
 AJ0465* NAD 83(1986)-  27 27 58.     (N)    098 30 02.     (W)     SCALED    
 AJ0465* NAVD 88     -       128.190  (meters)     420.57   (feet)  POSTED    
 AJ0465  ___________________________________________________________________
 AJ0465  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AJ0465  DYNAMIC HT  -         127.990 (meters)     419.91  (feet)  COMP
 AJ0465  MODELED GRAV-     979,061.4   (mgal)                       NAVD 88
 AJ0465
 AJ0465  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AJ0465
 AJ0465.The horizontal coordinates were scaled from a topographic map and have
 AJ0465.an estimated accuracy of +/- 6 seconds.
 AJ0465
 AJ0465.The orthometric height was determined by differential leveling
 AJ0465.and adjusted by the National Geodetic Survey in 1992..
 AJ0465.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AJ0465.rate of 4.1 thru 8.0 mm/km.
 AJ0465
 AJ0465.The geoid height was determined by GEOID03.
 AJ0465
 AJ0465.The dynamic height is computed by dividing the NAVD 88
 AJ0465.geopotential number by the normal gravity value computed on the
 AJ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0465.degrees latitude (g = 980.6199 gals.).
 AJ0465
 AJ0465.The modeled gravity was interpolated from observed gravity values.
 AJ0465
 AJ0465;                    North         East    Units  Estimated Accuracy
 AJ0465;SPC TX S     - 5,199,370.      299,950.      MT  (+/- 180 meters Scaled)
 AJ0465
 AJ0465                          SUPERSEDED SURVEY CONTROL
 AJ0465
 AJ0465  NGVD 29 (??/??/92)  128.247  (m)          420.76   (f) ADJ UNCH    1 2
 AJ0465
 AJ0465.Superseded values are not recommended for survey control.
 AJ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0465.See file dsdata.txt to determine how the superseded data were derived.
 AJ0465
 AJ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR493381(NAD 83)
 AJ0465_MARKER: DB = BENCH MARK DISK
 AJ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0465_STAMPING: H 35 1923 TEXAS 420.76
 AJ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0465+STABILITY: SURFACE MOTION
 AJ0465
 AJ0465  HISTORY     - Date     Condition        Report By
 AJ0465  HISTORY     - 1923     MONUMENTED       USGS
 AJ0465  HISTORY     - 1933     GOOD             NGS
 AJ0465  HISTORY     - 1934     GOOD             NGS
 AJ0465
 AJ0465                          STATION DESCRIPTION
 AJ0465
 AJ0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0465'2.0 MI NE FROM REALITOS.
 AJ0465'ON THE TEXAS-MEXICAN RR. AT N EDGE OF ROAD, S OF TRACK OPPOSITE MILE
 AJ0465'POST 79.  8 FT. W OF AND IN LINE WITH TELEPHONE POLES.
 AJ0465
 AJ0465                          STATION RECOVERY (1934)
 AJ0465
 AJ0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2342 ***********************************************************************
 AX2342  DESIGNATION -  H 350
 AX2342  PID         -  AX2342
 AX2342  STATE/COUNTY-  TX/GONZALES
 AX2342  USGS QUAD   -  OTTINE (1981)
 AX2342
 AX2342                         *CURRENT SURVEY CONTROL
 AX2342  ___________________________________________________________________
 AX2342* NAD 83(1986)-  29 35 57.     (N)    097 32 53.     (W)     SCALED    
 AX2342* NAVD 88     -        97.77   (+/-2cm)     320.8    (feet)  VERTCON   
 AX2342  ___________________________________________________________________
 AX2342  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX2342
 AX2342  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2342
 AX2342.The horizontal coordinates were scaled from a topographic map and have
 AX2342.an estimated accuracy of +/- 6 seconds.
 AX2342
 AX2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2342.The vertical order pertains to the NGVD 29 superseded value.
 AX2342
 AX2342.The geoid height was determined by GEOID03.
 AX2342
 AX2342;                    North         East    Units  Estimated Accuracy
 AX2342;SPC TXSC     - 4,196,580.      740,630.      MT  (+/- 180 meters Scaled)
 AX2342
 AX2342                          SUPERSEDED SURVEY CONTROL
 AX2342
 AX2342  NGVD 29 (??/??/92)   97.721  (m)          320.61   (f) ADJ UNCH    2 0
 AX2342
 AX2342.Superseded values are not recommended for survey control.
 AX2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2342.See file dsdata.txt to determine how the superseded data were derived.
 AX2342
 AX2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT406752(NAD 83)
 AX2342_MARKER: DB = BENCH MARK DISK
 AX2342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2342_SP_SET: ABUTMENT
 AX2342_STAMPING: H 350 1935
 AX2342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2342
 AX2342  HISTORY     - Date     Condition        Report By
 AX2342  HISTORY     - 1935     MONUMENTED       CGS
 AX2342  HISTORY     - 1959     GOOD             USGS
 AX2342  HISTORY     - 1988     GOOD             USPSQD
 AX2342
 AX2342                          STATION DESCRIPTION
 AX2342
 AX2342'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AX2342'9.4 MI N FROM GONZALES.
 AX2342'9.4 MILES NORTH ALONG U. S. HIGHWAY 183 FROM THE POST OFFICE AT
 AX2342'GONZALES, AT A CONCRETE BRIDGE ACROSS A CREEK, IN THE TOP OF THE
 AX2342'SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE ABUTMENT, AND 12 FEET
 AX2342'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE-- DESCRIBED AS BEING
 AX2342'7.0 MILES SOUTHEAST OF THE RAILROAD STATION AT LULING.
 AX2342
 AX2342                          STATION RECOVERY (1988)
 AX2342
 AX2342'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0186 ***********************************************************************
 AE0186  DESIGNATION -  H 351
 AE0186  PID         -  AE0186
 AE0186  STATE/COUNTY-  TX/BROOKS
 AE0186  USGS QUAD   -  CALLO PADRONES (1982)
 AE0186
 AE0186                         *CURRENT SURVEY CONTROL
 AE0186  ___________________________________________________________________
 AE0186* NAD 83(1986)-  26 47 15.     (N)    098 06 25.     (W)     SCALED    
 AE0186* NAVD 88     -        20.880  (meters)      68.50   (feet)  ADJUSTED  
 AE0186  ___________________________________________________________________
 AE0186  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AE0186  DYNAMIC HT  -          20.846 (meters)      68.39  (feet)  COMP
 AE0186  MODELED GRAV-     979,046.9   (mgal)                       NAVD 88
 AE0186
 AE0186  VERT ORDER  -  SECOND    CLASS 0
 AE0186
 AE0186.The horizontal coordinates were scaled from a topographic map and have
 AE0186.an estimated accuracy of +/- 6 seconds.
 AE0186
 AE0186.The orthometric height was determined by differential leveling
 AE0186.and adjusted by the National Geodetic Survey in June 1991..
 AE0186
 AE0186.The geoid height was determined by GEOID03.
 AE0186
 AE0186.The dynamic height is computed by dividing the NAVD 88
 AE0186.geopotential number by the normal gravity value computed on the
 AE0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0186.degrees latitude (g = 980.6199 gals.).
 AE0186
 AE0186.The modeled gravity was interpolated from observed gravity values.
 AE0186
 AE0186;                    North         East    Units  Estimated Accuracy
 AE0186;SPC TX S     - 5,124,240.      339,080.      MT  (+/- 180 meters Scaled)
 AE0186
 AE0186                          SUPERSEDED SURVEY CONTROL
 AE0186
 AE0186  NGVD 29 (??/??/92)   20.992  (m)           68.87   (f) ADJ UNCH    2 0
 AE0186
 AE0186.Superseded values are not recommended for survey control.
 AE0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0186.See file dsdata.txt to determine how the superseded data were derived.
 AE0186
 AE0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ887632(NAD 83)
 AE0186_MARKER: DB = BENCH MARK DISK
 AE0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0186_STAMPING: H-351
 AE0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0186+STABILITY: SURFACE MOTION
 AE0186
 AE0186  HISTORY     - Date     Condition        Report By
 AE0186  HISTORY     - UNK      MONUMENTED       CGS
 AE0186  HISTORY     - 1935     GOOD             NGS
 AE0186  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0186
 AE0186                          STATION DESCRIPTION
 AE0186
 AE0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0186'7.3 MI S FROM RACHAL.
 AE0186'7.3 MILES SOUTH OF AND ALONG U. S. HIGHWAY 281.  42 FEET EAST OF
 AE0186'CENTER LINE OF ROAD.  8 FEET EAST OF FENCE LINE.  0.4 MILE SOUTH OF U.
 AE0186'S. TRUCK WEIGHT SCALES.
 AE0186
 AE0186                          STATION RECOVERY (1962)
 AE0186
 AE0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0484 ***********************************************************************
 AE0484  DESIGNATION -  H 352
 AE0484  PID         -  AE0484
 AE0484  STATE/COUNTY-  TX/HIDALGO
 AE0484  USGS QUAD   -  EDINBURG (1983)
 AE0484
 AE0484                         *CURRENT SURVEY CONTROL
 AE0484  ___________________________________________________________________
 AE0484* NAD 83(1986)-  26 18 24.     (N)    098 09 43.     (W)     SCALED    
 AE0484* NAVD 88     -        29.912  (meters)      98.14   (feet)  ADJUSTED  
 AE0484  ___________________________________________________________________
 AE0484  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AE0484  DYNAMIC HT  -          29.863 (meters)      97.98  (feet)  COMP
 AE0484  MODELED GRAV-     979,013.7   (mgal)                       NAVD 88
 AE0484
 AE0484  VERT ORDER  -  SECOND    CLASS 0
 AE0484
 AE0484.The horizontal coordinates were scaled from a topographic map and have
 AE0484.an estimated accuracy of +/- 6 seconds.
 AE0484
 AE0484.The orthometric height was determined by differential leveling
 AE0484.and adjusted by the National Geodetic Survey in June 1991..
 AE0484
 AE0484.The geoid height was determined by GEOID03.
 AE0484
 AE0484.The dynamic height is computed by dividing the NAVD 88
 AE0484.geopotential number by the normal gravity value computed on the
 AE0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0484.degrees latitude (g = 980.6199 gals.).
 AE0484
 AE0484.The modeled gravity was interpolated from observed gravity values.
 AE0484
 AE0484;                    North         East    Units  Estimated Accuracy
 AE0484;SPC TX S     - 5,070,950.      333,760.      MT  (+/- 180 meters Scaled)
 AE0484
 AE0484                          SUPERSEDED SURVEY CONTROL
 AE0484
 AE0484  NGVD 29 (??/??/92)   30.027  (m)           98.51   (f) ADJ UNCH    2 0
 AE0484
 AE0484.Superseded values are not recommended for survey control.
 AE0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0484.See file dsdata.txt to determine how the superseded data were derived.
 AE0484
 AE0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ836099(NAD 83)
 AE0484_MARKER: DB = BENCH MARK DISK
 AE0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0484_STAMPING: H-352
 AE0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0484+STABILITY: SURFACE MOTION
 AE0484
 AE0484  HISTORY     - Date     Condition        Report By
 AE0484  HISTORY     - UNK      MONUMENTED       CGS
 AE0484  HISTORY     - 1935     GOOD             NGS
 AE0484  HISTORY     - 1954     MARK NOT FOUND   NGS
 AE0484
 AE0484                          STATION DESCRIPTION
 AE0484
 AE0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0484'IN EDINBURG.
 AE0484'AT, ALONG U. S. HIGHWAY 281.  34 FEET WEST OF HIGHWAY.  30 FEET NORTH
 AE0484'OF CENTER LINE OF LOVETT STREET.  1.3 MILES NORTHWEST OF U. S. POST
 AE0484'OFFICE.
 AE0484
 AE0484                          STATION RECOVERY (1954)
 AE0484
 AE0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AE0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0140 ***********************************************************************
 FL0140  DESIGNATION -  H 353
 FL0140  PID         -  FL0140
 FL0140  STATE/COUNTY-  TX/WHEELER
 FL0140  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0140
 FL0140                         *CURRENT SURVEY CONTROL
 FL0140  ___________________________________________________________________
 FL0140* NAD 83(1986)-  35 12 34.     (N)    100 13 49.     (W)     SCALED    
 FL0140* NAVD 88     -       709.338  (meters)    2327.22   (feet)  ADJUSTED  
 FL0140  ___________________________________________________________________
 FL0140  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 FL0140  DYNAMIC HT  -         708.603 (meters)    2324.81  (feet)  COMP
 FL0140  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 FL0140
 FL0140  VERT ORDER  -  FIRST     CLASS II
 FL0140
 FL0140.The horizontal coordinates were scaled from a topographic map and have
 FL0140.an estimated accuracy of +/- 6 seconds.
 FL0140
 FL0140.The orthometric height was determined by differential leveling
 FL0140.and adjusted by the National Geodetic Survey in June 1991..
 FL0140
 FL0140.The geoid height was determined by GEOID03.
 FL0140
 FL0140.The dynamic height is computed by dividing the NAVD 88
 FL0140.geopotential number by the normal gravity value computed on the
 FL0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0140.degrees latitude (g = 980.6199 gals.).
 FL0140
 FL0140.The modeled gravity was interpolated from observed gravity values.
 FL0140
 FL0140;                    North         East    Units  Estimated Accuracy
 FL0140;SPC TX N     - 1,134,910.      315,600.      MT  (+/- 180 meters Scaled)
 FL0140
 FL0140                          SUPERSEDED SURVEY CONTROL
 FL0140
 FL0140  NGVD 29 (??/??/92)  709.053  (m)         2326.28   (f) ADJ UNCH    1 2
 FL0140
 FL0140.Superseded values are not recommended for survey control.
 FL0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0140.See file dsdata.txt to determine how the superseded data were derived.
 FL0140
 FL0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD880969(NAD 83)
 FL0140_MARKER: DB = BENCH MARK DISK
 FL0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0140_STAMPING: H 353 1953
 FL0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0140+STABILITY: SURFACE MOTION
 FL0140
 FL0140  HISTORY     - Date     Condition        Report By
 FL0140  HISTORY     - 1953     MONUMENTED       CGS
 FL0140
 FL0140                          STATION DESCRIPTION
 FL0140
 FL0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0140'0.95 MI E FROM SHAMROCK.
 FL0140'0.95 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0140'FROM THE STATION AT SHAMROCK, 22 POLES WEST OF MILEPOST 663, 94.3 FEET
 FL0140'SOUTH OF THE SOUTH RAIL, 2 FEET NORTH OF A FENCE, 2.2 FEET WEST OF A
 FL0140'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 FL0140'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0308 ***********************************************************************
 FL0308  DESIGNATION -  H 354
 FL0308  PID         -  FL0308
 FL0308  STATE/COUNTY-  TX/GRAY
 FL0308  USGS QUAD   -  ALANREED (1976)
 FL0308
 FL0308                         *CURRENT SURVEY CONTROL
 FL0308  ___________________________________________________________________
 FL0308* NAD 83(1986)-  35 13 07.     (N)    100 38 54.     (W)     SCALED    
 FL0308* NAVD 88     -       898.498  (meters)    2947.82   (feet)  ADJUSTED  
 FL0308  ___________________________________________________________________
 FL0308  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL0308  DYNAMIC HT  -         897.518 (meters)    2944.61  (feet)  COMP
 FL0308  MODELED GRAV-     979,511.4   (mgal)                       NAVD 88
 FL0308
 FL0308  VERT ORDER  -  FIRST     CLASS II
 FL0308
 FL0308.The horizontal coordinates were scaled from a topographic map and have
 FL0308.an estimated accuracy of +/- 6 seconds.
 FL0308
 FL0308.The orthometric height was determined by differential leveling
 FL0308.and adjusted by the National Geodetic Survey in June 1991..
 FL0308
 FL0308.The geoid height was determined by GEOID03.
 FL0308
 FL0308.The dynamic height is computed by dividing the NAVD 88
 FL0308.geopotential number by the normal gravity value computed on the
 FL0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0308.degrees latitude (g = 980.6199 gals.).
 FL0308
 FL0308.The modeled gravity was interpolated from observed gravity values.
 FL0308
 FL0308;                    North         East    Units  Estimated Accuracy
 FL0308;SPC TX N     - 1,135,520.      277,530.      MT  (+/- 180 meters Scaled)
 FL0308
 FL0308                          SUPERSEDED SURVEY CONTROL
 FL0308
 FL0308  NGVD 29 (??/??/92)  898.143  (m)         2946.66   (f) ADJ UNCH    1 2
 FL0308
 FL0308.Superseded values are not recommended for survey control.
 FL0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0308.See file dsdata.txt to determine how the superseded data were derived.
 FL0308
 FL0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD499985(NAD 83)
 FL0308_MARKER: DB = BENCH MARK DISK
 FL0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0308_STAMPING: H 354 1953
 FL0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0308+STABILITY: SURFACE MOTION
 FL0308
 FL0308  HISTORY     - Date     Condition        Report By
 FL0308  HISTORY     - 1953     MONUMENTED       CGS
 FL0308
 FL0308                          STATION DESCRIPTION
 FL0308
 FL0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0308'3.0 MI SW FROM MCLEAN.
 FL0308'3.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0308'RAILROAD FROM THE STATION AT MCLEAN, 44 FEET SOUTHWEST OF THE 10TH
 FL0308'POLE SOUTHWEST OF MILEPOST 690, 33 FEET NORTHWEST OF THE NORTHWEST
 FL0308'RAIL, AT THE NORTHEAST END OF A CUT, 112 FEET SOUTHEAST OF THE CENTER
 FL0308'LINE OF OLD U.S. HIGHWAY 66, 2.7 FEET NORTHEAST OF A WITNESS POST, SET
 FL0308'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 FL0308'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0258 ***********************************************************************
 GL0258  DESIGNATION -  H 355
 GL0258  PID         -  GL0258
 GL0258  STATE/COUNTY-  TX/DALLAM
 GL0258  USGS QUAD   -  PERICO (1973)
 GL0258
 GL0258                         *CURRENT SURVEY CONTROL
 GL0258  ___________________________________________________________________
 GL0258* NAD 83(1986)-  36 15 50.     (N)    102 50 41.     (W)     SCALED    
 GL0258* NAVD 88     -      1326.659  (meters)    4352.55   (feet)  ADJUSTED  
 GL0258  ___________________________________________________________________
 GL0258  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 GL0258  DYNAMIC HT  -        1325.116 (meters)    4347.48  (feet)  COMP
 GL0258  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 GL0258
 GL0258  VERT ORDER  -  FIRST     CLASS II
 GL0258
 GL0258.The horizontal coordinates were scaled from a topographic map and have
 GL0258.an estimated accuracy of +/- 6 seconds.
 GL0258
 GL0258.The orthometric height was determined by differential leveling
 GL0258.and adjusted by the National Geodetic Survey in June 1991..
 GL0258
 GL0258.The geoid height was determined by GEOID03.
 GL0258
 GL0258.The dynamic height is computed by dividing the NAVD 88
 GL0258.geopotential number by the normal gravity value computed on the
 GL0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0258.degrees latitude (g = 980.6199 gals.).
 GL0258
 GL0258.The modeled gravity was interpolated from observed gravity values.
 GL0258
 GL0258;                    North         East    Units  Estimated Accuracy
 GL0258;SPC TX N     - 1,251,980.       79,160.      MT  (+/- 180 meters Scaled)
 GL0258
 GL0258                          SUPERSEDED SURVEY CONTROL
 GL0258
 GL0258.No superseded survey control is available for this station.
 GL0258
 GL0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA936153(NAD 83)
 GL0258_MARKER: DB = BENCH MARK DISK
 GL0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0258_STAMPING: H 355 1956
 GL0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0258+STABILITY: SURFACE MOTION
 GL0258
 GL0258  HISTORY     - Date     Condition        Report By
 GL0258  HISTORY     - 1956     MONUMENTED       CGS
 GL0258
 GL0258                          STATION DESCRIPTION
 GL0258
 GL0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GL0258'1.4 MI SE FROM PERICO.
 GL0258'1.4 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0258'THE STATION SIGN AT PERICO, AT A PRIVATE ROAD CROSSING, 99 FEET SOUTH
 GL0258'OF THE CENTER LINE OF U.S. HIGHWAY 87, 143 FEET WEST OF THE CENTER
 GL0258'LINE OF A PRIVATE ROAD, 48.5 FEET NORTH OF THE NORTH RAIL, 20 FEET
 GL0258'SOUTH OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 50.5 FEET
 GL0258'WEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE
 GL0258'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0316 ***********************************************************************
 AO0316  DESIGNATION -  H 356
 AO0316  PID         -  AO0316
 AO0316  STATE/COUNTY-  TX/LA SALLE
 AO0316  USGS QUAD   -  CHARCO MARRANO CREEK (1974)
 AO0316
 AO0316                         *CURRENT SURVEY CONTROL
 AO0316  ___________________________________________________________________
 AO0316* NAD 83(1986)-  28 17 50.     (N)    099 04 24.     (W)     SCALED    
 AO0316* NAVD 88     -       105.878  (meters)     347.37   (feet)  POSTED    
 AO0316  ___________________________________________________________________
 AO0316  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AO0316  DYNAMIC HT  -         105.720 (meters)     346.85  (feet)  COMP
 AO0316  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 AO0316
 AO0316  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0316
 AO0316.The horizontal coordinates were scaled from a topographic map and have
 AO0316.an estimated accuracy of +/- 6 seconds.
 AO0316
 AO0316.The orthometric height was determined by differential leveling
 AO0316.and adjusted by the National Geodetic Survey in 1992..
 AO0316.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0316.rate of 1.1 thru 2.0 mm/km.
 AO0316
 AO0316.The geoid height was determined by GEOID03.
 AO0316
 AO0316.The dynamic height is computed by dividing the NAVD 88
 AO0316.geopotential number by the normal gravity value computed on the
 AO0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0316.degrees latitude (g = 980.6199 gals.).
 AO0316
 AO0316.The modeled gravity was interpolated from observed gravity values.
 AO0316
 AO0316;                    North         East    Units  Estimated Accuracy
 AO0316;SPC TXSC     - 4,051,420.      592,810.      MT  (+/- 180 meters Scaled)
 AO0316
 AO0316                          SUPERSEDED SURVEY CONTROL
 AO0316
 AO0316  NGVD 29 (??/??/92)  105.804  (m)          347.13   (f) ADJ UNCH    2 0
 AO0316
 AO0316.Superseded values are not recommended for survey control.
 AO0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0316.See file dsdata.txt to determine how the superseded data were derived.
 AO0316
 AO0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS928301(NAD 83)
 AO0316_MARKER: DB = BENCH MARK DISK
 AO0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0316_STAMPING: H-356 1935
 AO0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0316+STABILITY: SURFACE MOTION
 AO0316
 AO0316  HISTORY     - Date     Condition        Report By
 AO0316  HISTORY     - 1935     MONUMENTED       CGS
 AO0316  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0316
 AO0316                          STATION DESCRIPTION
 AO0316
 AO0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0316'16.4 MI SE FROM COTULLA.
 AO0316'16.4 MILES SOUTHEAST OF AND ALONG RIVER ROAD.  ABOUT 0.8 MILE S. E. OF
 AO0316'A CROSS FENCE AND CATTLE GUARD.  59 FT. S. OF CENTERLINE OF ROAD. SET
 AO0316'IN TOP OF A CONCRETE POST.
 AO0316
 AO0316                          STATION RECOVERY (1974)
 AO0316
 AO0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0112 ***********************************************************************
 BA0112  DESIGNATION -  H 358
 BA0112  PID         -  BA0112
 BA0112  STATE/COUNTY-  TX/BREWSTER
 BA0112  USGS QUAD   -  SMOKY CREEK (1971)
 BA0112
 BA0112                         *CURRENT SURVEY CONTROL
 BA0112  ___________________________________________________________________
 BA0112* NAD 83(1986)-  29 05 34.     (N)    103 27 27.     (W)     SCALED    
 BA0112* NAVD 88     -       665.181  (meters)    2182.35   (feet)  ADJUSTED  
 BA0112  ___________________________________________________________________
 BA0112  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BA0112  DYNAMIC HT  -         664.099 (meters)    2178.80  (feet)  COMP
 BA0112  MODELED GRAV-     978,996.3   (mgal)                       NAVD 88
 BA0112
 BA0112  VERT ORDER  -  FIRST     CLASS II
 BA0112
 BA0112.The horizontal coordinates were scaled from a topographic map and have
 BA0112.an estimated accuracy of +/- 6 seconds.
 BA0112
 BA0112.The orthometric height was determined by differential leveling
 BA0112.and adjusted by the National Geodetic Survey in June 1991..
 BA0112
 BA0112.The geoid height was determined by GEOID03.
 BA0112
 BA0112.The dynamic height is computed by dividing the NAVD 88
 BA0112.geopotential number by the normal gravity value computed on the
 BA0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0112.degrees latitude (g = 980.6199 gals.).
 BA0112
 BA0112.The modeled gravity was interpolated from observed gravity values.
 BA0112
 BA0112;                    North         East    Units  Estimated Accuracy
 BA0112;SPC TXSC     - 4,147,850.      166,220.      MT  (+/- 180 meters Scaled)
 BA0112
 BA0112                          SUPERSEDED SURVEY CONTROL
 BA0112
 BA0112  NGVD 29 (??/??/92)  664.770  (m)         2181.00   (f) ADJ UNCH    1 2
 BA0112
 BA0112.Superseded values are not recommended for survey control.
 BA0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0112.See file dsdata.txt to determine how the superseded data were derived.
 BA0112
 BA0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN501192(NAD 83)
 BA0112_MARKER: DB = BENCH MARK DISK
 BA0112_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0112_SP_SET: UNSPEC ROCK
 BA0112_STAMPING: H 358 1943
 BA0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0112
 BA0112  HISTORY     - Date     Condition        Report By
 BA0112  HISTORY     - 1943     MONUMENTED       CGS
 BA0112  HISTORY     - 1958     GOOD             NGS
 BA0112
 BA0112                          STATION DESCRIPTION
 BA0112
 BA0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0112'5.0 MI SE FROM CASTOLON.
 BA0112'ABOUT 5.0 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0112'OFFICE AT CASTOLON, IN THE TOP OF A LARGE LAYER OF ROCK IN THE BOTTOM
 BA0112'OF A SMALL ROCKY WASH, 72 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BA0112'ROAD, 116 FEET SOUTH OF THE CROSSING OF A SANDY WASH, 1 FOOT NORTHWEST
 BA0112'OF A CAIRN, PROJECTING 2 FEET ON THE NORTHEAST SIDE, AND ABOUT 3 FEET
 BA0112'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0681 ***********************************************************************
 CD0681  DESIGNATION -  H 359
 CD0681  PID         -  CD0681
 CD0681  STATE/COUNTY-  TX/HUDSPETH
 CD0681  USGS QUAD   -  BUCKHORN DRAW WEST (1979)
 CD0681
 CD0681                         *CURRENT SURVEY CONTROL
 CD0681  ___________________________________________________________________
 CD0681* NAD 83(1986)-  31 50 56.     (N)    105 49 09.     (W)     SCALED    
 CD0681* NAVD 88     -      1606.855  (meters)    5271.82   (feet)  ADJUSTED  
 CD0681  ___________________________________________________________________
 CD0681  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 CD0681  DYNAMIC HT  -        1604.322 (meters)    5263.51  (feet)  COMP
 CD0681  MODELED GRAV-     979,006.0   (mgal)                       NAVD 88
 CD0681
 CD0681  VERT ORDER  -  FIRST     CLASS II
 CD0681
 CD0681.The horizontal coordinates were scaled from a topographic map and have
 CD0681.an estimated accuracy of +/- 6 seconds.
 CD0681
 CD0681.The orthometric height was determined by differential leveling
 CD0681.and adjusted by the National Geodetic Survey in June 1991..
 CD0681
 CD0681.The geoid height was determined by GEOID03.
 CD0681
 CD0681.The dynamic height is computed by dividing the NAVD 88
 CD0681.geopotential number by the normal gravity value computed on the
 CD0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0681.degrees latitude (g = 980.6199 gals.).
 CD0681
 CD0681.The modeled gravity was interpolated from observed gravity values.
 CD0681
 CD0681;                    North         East    Units  Estimated Accuracy
 CD0681;SPC TX C     - 3,254,720.      180,990.      MT  (+/- 180 meters Scaled)
 CD0681
 CD0681                          SUPERSEDED SURVEY CONTROL
 CD0681
 CD0681  NGVD 29 (??/??/92) 1606.073  (m)         5269.26   (f) ADJ UNCH    1 2
 CD0681
 CD0681.Superseded values are not recommended for survey control.
 CD0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0681.See file dsdata.txt to determine how the superseded data were derived.
 CD0681
 CD0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR224239(NAD 83)
 CD0681_MARKER: DB = BENCH MARK DISK
 CD0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0681_SP_SET: CULVERT
 CD0681_STAMPING: H 359 1943
 CD0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0681
 CD0681  HISTORY     - Date     Condition        Report By
 CD0681  HISTORY     - 1943     MONUMENTED       CGS
 CD0681  HISTORY     - 1958     GOOD             NGS
 CD0681
 CD0681                          STATION DESCRIPTION
 CD0681
 CD0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0681'37.5 MI E FROM EL PASO.
 CD0681'ABOUT 37.2 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0681'OF LOOP 16 AT EL PASO, THENCE ABOUT 0.3 MILE NORTH-NORTHEAST DOWN A
 CD0681'DRAW AND ACROSS COUNTRY TO THE OLD HIGHWAY.  IN THE TOP OF A ROCK
 CD0681'OUTCROP ON THE NORTHWEST SLOPE OF A HILL, 51 FEET SOUTH OF THE CENTER
 CD0681'LINE OF THE OLD HIGHWAY, 100 FEET EAST-SOUTHEAST OF THE SOUTH END OF A
 CD0681'24-INCH STEEL CULVERT, ABOUT LEVEL WITH THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0457 ***********************************************************************
 AO0457  DESIGNATION -  H 36
 AO0457  PID         -  AO0457
 AO0457  STATE/COUNTY-  TX/ZAVALA
 AO0457  USGS QUAD   -  LA PRYOR (1972)
 AO0457
 AO0457                         *CURRENT SURVEY CONTROL
 AO0457  ___________________________________________________________________
 AO0457* NAD 83(1986)-  28 54 09.     (N)    099 51 03.     (W)     SCALED    
 AO0457* NAVD 88     -       214.780  (meters)     704.66   (feet)  ADJUSTED  
 AO0457  ___________________________________________________________________
 AO0457  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AO0457  DYNAMIC HT  -         214.465 (meters)     703.62  (feet)  COMP
 AO0457  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 AO0457
 AO0457  VERT ORDER  -  SECOND    CLASS 0
 AO0457
 AO0457.The horizontal coordinates were scaled from a topographic map and have
 AO0457.an estimated accuracy of +/- 6 seconds.
 AO0457
 AO0457.The orthometric height was determined by differential leveling
 AO0457.and adjusted by the National Geodetic Survey in June 1991..
 AO0457
 AO0457.The geoid height was determined by GEOID03.
 AO0457
 AO0457.The dynamic height is computed by dividing the NAVD 88
 AO0457.geopotential number by the normal gravity value computed on the
 AO0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0457.degrees latitude (g = 980.6199 gals.).
 AO0457
 AO0457.The modeled gravity was interpolated from observed gravity values.
 AO0457
 AO0457;                    North         East    Units  Estimated Accuracy
 AO0457;SPC TXSC     - 4,118,800.      517,030.      MT  (+/- 180 meters Scaled)
 AO0457
 AO0457                          SUPERSEDED SURVEY CONTROL
 AO0457
 AO0457  NGVD 29 (??/??/92)  214.663  (m)          704.27   (f) ADJ UNCH    2 0
 AO0457
 AO0457.Superseded values are not recommended for survey control.
 AO0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0457.See file dsdata.txt to determine how the superseded data were derived.
 AO0457
 AO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS170974(NAD 83)
 AO0457_MARKER: DB = BENCH MARK DISK
 AO0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0457_STAMPING: 1930 H-36
 AO0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0457+STABILITY: SURFACE MOTION
 AO0457
 AO0457  HISTORY     - Date     Condition        Report By
 AO0457  HISTORY     - 1930     MONUMENTED       CGS
 AO0457  HISTORY     - 1934     GOOD             NGS
 AO0457  HISTORY     - 1940     GOOD             NGS
 AO0457  HISTORY     - 20010507 MARK NOT FOUND   USPSQD
 AO0457
 AO0457                          STATION DESCRIPTION
 AO0457
 AO0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0457'2.8 MI S FROM LA PRYOR.
 AO0457'45 FT. E OF CENTER-LINE OF STATE HIGHWAY AND 90
 AO0457'FT. S OF CENTERLINE OF CROSSROAD.  3 FT. W OF FENCE LINE.  0.4 MILE N
 AO0457'OF MILE POST B-161.
 AO0457
 AO0457                          STATION RECOVERY (1940)
 AO0457
 AO0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0457'RECOVERED IN GOOD CONDITION.
 AO0457
 AO0457                          STATION RECOVERY (2001)
 AO0457
 AO0457'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0469 ***********************************************************************
 AJ0469  DESIGNATION -  H 36
 AJ0469  PID         -  AJ0469
 AJ0469  STATE/COUNTY-  TX/DUVAL
 AJ0469  USGS QUAD   -  REALITOS (1967)
 AJ0469
 AJ0469                         *CURRENT SURVEY CONTROL
 AJ0469  ___________________________________________________________________
 AJ0469* NAD 83(1986)-  27 26 23.     (N)    098 32 20.     (W)     SCALED    
 AJ0469* NAVD 88     -       137.340  (meters)     450.59   (feet)  ADJUSTED  
 AJ0469  ___________________________________________________________________
 AJ0469  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AJ0469  DYNAMIC HT  -         137.122 (meters)     449.87  (feet)  COMP
 AJ0469  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 AJ0469
 AJ0469  VERT ORDER  -  FIRST     CLASS II
 AJ0469
 AJ0469.The horizontal coordinates were scaled from a topographic map and have
 AJ0469.an estimated accuracy of +/- 6 seconds.
 AJ0469
 AJ0469.The orthometric height was determined by differential leveling
 AJ0469.and adjusted by the National Geodetic Survey in June 1991..
 AJ0469
 AJ0469.The geoid height was determined by GEOID03.
 AJ0469
 AJ0469.The dynamic height is computed by dividing the NAVD 88
 AJ0469.geopotential number by the normal gravity value computed on the
 AJ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0469.degrees latitude (g = 980.6199 gals.).
 AJ0469
 AJ0469.The modeled gravity was interpolated from observed gravity values.
 AJ0469
 AJ0469;                    North         East    Units  Estimated Accuracy
 AJ0469;SPC TX S     - 5,196,440.      296,160.      MT  (+/- 180 meters Scaled)
 AJ0469
 AJ0469                          SUPERSEDED SURVEY CONTROL
 AJ0469
 AJ0469  NGVD 29 (??/??/92)  137.373  (m)          450.70   (f) ADJ UNCH    1 2
 AJ0469
 AJ0469.Superseded values are not recommended for survey control.
 AJ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0469.See file dsdata.txt to determine how the superseded data were derived.
 AJ0469
 AJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR455352(NAD 83)
 AJ0469_MARKER: DB = BENCH MARK DISK
 AJ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0469_STAMPING: H 36 1923 TEXAS 450.70
 AJ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0469+STABILITY: SURFACE MOTION
 AJ0469
 AJ0469  HISTORY     - Date     Condition        Report By
 AJ0469  HISTORY     - 1923     MONUMENTED       USGS
 AJ0469  HISTORY     - 1933     GOOD             NGS
 AJ0469  HISTORY     - 1934     GOOD             NGS
 AJ0469
 AJ0469                          STATION DESCRIPTION
 AJ0469
 AJ0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0469'0.9 MI SW FROM REALITOS.
 AJ0469'ON THE TEXAS-MEXICAN RR. ABOUT 65 FT. SW OF ROAD CROSSING.  7 FT. W OF
 AJ0469'AND IN LINE WITH TELEPHONE POLES.
 AJ0469
 AJ0469                          STATION RECOVERY (1934)
 AJ0469
 AJ0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1059 ***********************************************************************
 FL1059  DESIGNATION -  H 361
 FL1059  PID         -  FL1059
 FL1059  STATE/COUNTY-  TX/POTTER
 FL1059  USGS QUAD   -  PULLMAN (1973)
 FL1059
 FL1059                         *CURRENT SURVEY CONTROL
 FL1059  ___________________________________________________________________
 FL1059* NAD 83(1986)-  35 12 55.     (N)    101 39 12.     (W)     SCALED    
 FL1059* NAVD 88     -      1087.173  (meters)    3566.83   (feet)  ADJUSTED  
 FL1059  ___________________________________________________________________
 FL1059  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 FL1059  DYNAMIC HT  -        1085.880 (meters)    3562.59  (feet)  COMP
 FL1059  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 FL1059
 FL1059  VERT ORDER  -  FIRST     CLASS II
 FL1059
 FL1059.The horizontal coordinates were scaled from a topographic map and have
 FL1059.an estimated accuracy of +/- 6 seconds.
 FL1059
 FL1059.The orthometric height was determined by differential leveling
 FL1059.and adjusted by the National Geodetic Survey in June 1991..
 FL1059
 FL1059.The geoid height was determined by GEOID03.
 FL1059
 FL1059.The dynamic height is computed by dividing the NAVD 88
 FL1059.geopotential number by the normal gravity value computed on the
 FL1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1059.degrees latitude (g = 980.6199 gals.).
 FL1059
 FL1059.The modeled gravity was interpolated from observed gravity values.
 FL1059
 FL1059;                    North         East    Units  Estimated Accuracy
 FL1059;SPC TX N     - 1,134,830.      186,040.      MT  (+/- 180 meters Scaled)
 FL1059
 FL1059                          SUPERSEDED SURVEY CONTROL
 FL1059
 FL1059  NGVD 29 (??/??/92) 1086.666  (m)         3565.17   (f) ADJ UNCH    1 2
 FL1059
 FL1059.Superseded values are not recommended for survey control.
 FL1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1059.See file dsdata.txt to determine how the superseded data were derived.
 FL1059
 FL1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE584001(NAD 83)
 FL1059_MARKER: DB = BENCH MARK DISK
 FL1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1059_SP_SET: CONCRETE POST
 FL1059_STAMPING: H 361 1943
 FL1059_MARK LOGO: CGS   
 FL1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1059+STABILITY: SURFACE MOTION
 FL1059
 FL1059  HISTORY     - Date     Condition        Report By
 FL1059  HISTORY     - 1943     MONUMENTED       CGS
 FL1059  HISTORY     - 1957     GOOD             NGS
 FL1059  HISTORY     - 1984     GOOD             NGS
 FL1059
 FL1059                          STATION DESCRIPTION
 FL1059
 FL1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FL1059'6.6 MI W FROM YARNALL.
 FL1059'IN POTTER COUNTY, 6.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 FL1059'PACIFIC RAILROAD FROM THE STATION AT YARNALL, CARSON COUNTY, 0.3 MILE
 FL1059'WEST OF MILEPOST 750, AT A PAVED-ROAD CROSSING, 95 FEET NORTH OF THE
 FL1059'NORTH RAIL, 53 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH
 FL1059'OF A FENCE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 FL1059'STANDARD DISK, STAMPED H 361 1943 AND SET IN THE TOP OF A CONCRETE
 FL1059'POST PROJECTING 4 INCHES ABOVE GROUND.
 FL1059
 FL1059                          STATION RECOVERY (1984)
 FL1059
 FL1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0483 ***********************************************************************
 EN0483  DESIGNATION -  H 362
 EN0483  PID         -  EN0483
 EN0483  STATE/COUNTY-  TX/ARMSTRONG
 EN0483  USGS QUAD   -  WAYSIDE (1984)
 EN0483
 EN0483                         *CURRENT SURVEY CONTROL
 EN0483  ___________________________________________________________________
 EN0483* NAD 83(1986)-  34 52 17.     (N)    101 34 55.     (W)     SCALED    
 EN0483* NAVD 88     -       806.536  (meters)    2646.11   (feet)  ADJUSTED  
 EN0483  ___________________________________________________________________
 EN0483  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EN0483  DYNAMIC HT  -         805.557 (meters)    2642.90  (feet)  COMP
 EN0483  MODELED GRAV-     979,395.5   (mgal)                       NAVD 88
 EN0483
 EN0483  VERT ORDER  -  SECOND    CLASS 0
 EN0483
 EN0483.The horizontal coordinates were scaled from a topographic map and have
 EN0483.an estimated accuracy of +/- 6 seconds.
 EN0483
 EN0483.The orthometric height was determined by differential leveling
 EN0483.and adjusted by the National Geodetic Survey in June 1991..
 EN0483
 EN0483.The geoid height was determined by GEOID03.
 EN0483
 EN0483.The dynamic height is computed by dividing the NAVD 88
 EN0483.geopotential number by the normal gravity value computed on the
 EN0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0483.degrees latitude (g = 980.6199 gals.).
 EN0483
 EN0483.The modeled gravity was interpolated from observed gravity values.
 EN0483
 EN0483;                    North         East    Units  Estimated Accuracy
 EN0483;SPC TX N     - 1,096,670.      192,510.      MT  (+/- 180 meters Scaled)
 EN0483
 EN0483                          SUPERSEDED SURVEY CONTROL
 EN0483
 EN0483  NGVD 29 (??/??/92)  806.074  (m)         2644.59   (f) ADJ UNCH    2 0
 EN0483
 EN0483.Superseded values are not recommended for survey control.
 EN0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0483.See file dsdata.txt to determine how the superseded data were derived.
 EN0483
 EN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD639618(NAD 83)
 EN0483_MARKER: DB = BENCH MARK DISK
 EN0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0483_SP_SET: TREE
 EN0483_STAMPING: H 362 1943
 EN0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0483
 EN0483  HISTORY     - Date     Condition        Report By
 EN0483  HISTORY     - 1943     MONUMENTED       CGS
 EN0483  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0483
 EN0483                          STATION DESCRIPTION
 EN0483
 EN0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EN0483'26.7 MI SE FROM CANYON.
 EN0483'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0483'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 6.7 MILES EAST AND
 EN0483'SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON. 85 FEET
 EN0483'NORTHEAST OF THE NORTHEAST BANK OF THE CREEK, NEAR THE SOUTHEAST EDGE
 EN0483'OF AN AREA THICKLY COVERED WITH MESQUITE TREES, 28 FEET NORTHEAST OF
 EN0483'THE CENTERLINE OF A WAGON ROAD, IN THE WEST FACE OF THE TRUNK OF A
 EN0483'6-INCH CEDAR TREE, AND ABOUT 2-1/2 FEET ABOVE THE GROUND.  A STANDARD
 EN0483'DISK, STAMPED H 362 1943 AND SET VERTICALLY.
 EN0483
 EN0483                          STATION RECOVERY (1980)
 EN0483
 EN0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0483'STREAM PROBABLY WASHED OUT TREE CONTAINING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0413 ***********************************************************************
 FL0413  DESIGNATION -  H 363
 FL0413  PID         -  FL0413
 FL0413  STATE/COUNTY-  TX/GRAY
 FL0413  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0413
 FL0413                         *CURRENT SURVEY CONTROL
 FL0413  ___________________________________________________________________
 FL0413* NAD 83(1986)-  35 20 04.     (N)    100 41 55.     (W)     SCALED    
 FL0413* NAVD 88     -       882.559  (meters)    2895.53   (feet)  ADJUSTED  
 FL0413  ___________________________________________________________________
 FL0413  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FL0413  DYNAMIC HT  -         881.620 (meters)    2892.45  (feet)  COMP
 FL0413  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 FL0413
 FL0413  VERT ORDER  -  SECOND    CLASS 0
 FL0413
 FL0413.The horizontal coordinates were scaled from a topographic map and have
 FL0413.an estimated accuracy of +/- 6 seconds.
 FL0413
 FL0413.The orthometric height was determined by differential leveling
 FL0413.and adjusted by the National Geodetic Survey in June 1991..
 FL0413
 FL0413.The geoid height was determined by GEOID03.
 FL0413
 FL0413.The dynamic height is computed by dividing the NAVD 88
 FL0413.geopotential number by the normal gravity value computed on the
 FL0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0413.degrees latitude (g = 980.6199 gals.).
 FL0413
 FL0413.The modeled gravity was interpolated from observed gravity values.
 FL0413
 FL0413;                    North         East    Units  Estimated Accuracy
 FL0413;SPC TX N     - 1,148,330.      272,850.      MT  (+/- 180 meters Scaled)
 FL0413
 FL0413                          SUPERSEDED SURVEY CONTROL
 FL0413
 FL0413  NGVD 29 (??/??/92)  882.215  (m)         2894.40   (f) ADJ UNCH    2 0
 FL0413
 FL0413.Superseded values are not recommended for survey control.
 FL0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0413.See file dsdata.txt to determine how the superseded data were derived.
 FL0413
 FL0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE456114(NAD 83)
 FL0413_MARKER: DB = BENCH MARK DISK
 FL0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0413_STAMPING: H 363 1943
 FL0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0413+STABILITY: SURFACE MOTION
 FL0413
 FL0413  HISTORY     - Date     Condition        Report By
 FL0413  HISTORY     - 1943     MONUMENTED       CGS
 FL0413  HISTORY     - 1961     MARK NOT FOUND   NGS
 FL0413
 FL0413                          STATION DESCRIPTION
 FL0413
 FL0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FL0413'10.5 MI SE FROM LEFORS.
 FL0413'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY 273 FROM THE POST OFFICE AT
 FL0413'LEFORS, GRAY COUNTY, THENCE 3.2 MILES SOUTH ALONG THE ALANREED ROAD.
 FL0413'1.7 MILES NORTH OF A BRANCH OF MCCLELLAN CREEK, 75 FEET SOUTH OF THE
 FL0413'CREST OF A RISE, 24 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 1
 FL0413'FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 363
 FL0413'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 FL0413'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0230 ***********************************************************************
 CV0230  DESIGNATION -  H 364
 CV0230  PID         -  CV0230
 CV0230  STATE/COUNTY-  TX/GAINES
 CV0230  USGS QUAD   -  SEAGRAVES NW (1970)
 CV0230
 CV0230                         *CURRENT SURVEY CONTROL
 CV0230  ___________________________________________________________________
 CV0230* NAD 83(1986)-  32 56 39.     (N)    102 42 21.     (W)     SCALED    
 CV0230* NAVD 88     -      1051.891  (meters)    3451.08   (feet)  ADJUSTED  
 CV0230  ___________________________________________________________________
 CV0230  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 CV0230  DYNAMIC HT  -        1050.485 (meters)    3446.47  (feet)  COMP
 CV0230  MODELED GRAV-     979,264.4   (mgal)                       NAVD 88
 CV0230
 CV0230  VERT ORDER  -  SECOND    CLASS 0
 CV0230
 CV0230.The horizontal coordinates were scaled from a topographic map and have
 CV0230.an estimated accuracy of +/- 6 seconds.
 CV0230
 CV0230.The orthometric height was determined by differential leveling
 CV0230.and adjusted by the National Geodetic Survey in June 1991..
 CV0230
 CV0230.The geoid height was determined by GEOID03.
 CV0230
 CV0230.The dynamic height is computed by dividing the NAVD 88
 CV0230.geopotential number by the normal gravity value computed on the
 CV0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0230.degrees latitude (g = 980.6199 gals.).
 CV0230
 CV0230.The modeled gravity was interpolated from observed gravity values.
 CV0230
 CV0230;                    North         East    Units  Estimated Accuracy
 CV0230;SPC TXNC     - 2,149,530.      206,860.      MT  (+/- 180 meters Scaled)
 CV0230
 CV0230                          SUPERSEDED SURVEY CONTROL
 CV0230
 CV0230  NGVD 29 (??/??/92) 1051.549  (m)         3449.96   (f) ADJ UNCH    2 0
 CV0230
 CV0230.Superseded values are not recommended for survey control.
 CV0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0230.See file dsdata.txt to determine how the superseded data were derived.
 CV0230
 CV0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS144474(NAD 83)
 CV0230_MARKER: DB = BENCH MARK DISK
 CV0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0230_STAMPING: H 364 1943
 CV0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0230+STABILITY: SURFACE MOTION
 CV0230
 CV0230  HISTORY     - Date     Condition        Report By
 CV0230  HISTORY     - 1943     MONUMENTED       CGS
 CV0230  HISTORY     - 1969     MARK NOT FOUND   USGS
 CV0230
 CV0230                          STATION DESCRIPTION
 CV0230
 CV0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CV0230'8.65 MI W FROM SEAGRAVES.
 CV0230'8.65 MILES WEST ALONG STATE HIGHWAY 328 FROM THE PANHANDLE AND SANTA
 CV0230'FE RAILWAY STATION AT SEAGRAVES, GAINES COUNTY, AT THE T-JUNCTION OF A
 CV0230'DIRT ROAD LEADING SOUTH TO AN UNPAINTED BUNGALOW, 50 FEET SOUTH OF THE
 CV0230'CENTERLINE OF THE HIGHWAY, 46 FEET WEST OF THE CENTERLINE OF THE DIRT
 CV0230'ROAD, 2 FEET NORTH OF A FENCE PARALLEL TO THE HIGHWAY, AND 2 FEET EAST
 CV0230'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK STAMPED H 364 1943
 CV0230'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 CV0230'GROUND.
 CV0230
 CV0230                          STATION RECOVERY (1969)
 CV0230
 CV0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CV0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0188 ***********************************************************************
 DQ0188  DESIGNATION -  H 365
 DQ0188  PID         -  DQ0188
 DQ0188  STATE/COUNTY-  TX/YOAKUM
 DQ0188  USGS QUAD   -  PLAINS (1971)
 DQ0188
 DQ0188                         *CURRENT SURVEY CONTROL
 DQ0188  ___________________________________________________________________
 DQ0188* NAD 83(1986)-  33 10 03.     (N)    102 52 14.     (W)     SCALED    
 DQ0188* NAVD 88     -      1125.724  (meters)    3693.31   (feet)  ADJUSTED  
 DQ0188  ___________________________________________________________________
 DQ0188  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 DQ0188  DYNAMIC HT  -        1124.221 (meters)    3688.38  (feet)  COMP
 DQ0188  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 DQ0188
 DQ0188  VERT ORDER  -  SECOND    CLASS 0
 DQ0188
 DQ0188.The horizontal coordinates were scaled from a topographic map and have
 DQ0188.an estimated accuracy of +/- 6 seconds.
 DQ0188
 DQ0188.The orthometric height was determined by differential leveling
 DQ0188.and adjusted by the National Geodetic Survey in June 1991..
 DQ0188
 DQ0188.The geoid height was determined by GEOID03.
 DQ0188
 DQ0188.The dynamic height is computed by dividing the NAVD 88
 DQ0188.geopotential number by the normal gravity value computed on the
 DQ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0188.degrees latitude (g = 980.6199 gals.).
 DQ0188
 DQ0188.The modeled gravity was interpolated from observed gravity values.
 DQ0188
 DQ0188;                    North         East    Units  Estimated Accuracy
 DQ0188;SPC TXNC     - 2,174,910.      192,500.      MT  (+/- 180 meters Scaled)
 DQ0188
 DQ0188                          SUPERSEDED SURVEY CONTROL
 DQ0188
 DQ0188  NGVD 29 (??/??/92) 1125.312  (m)         3691.96   (f) ADJ UNCH    2 0
 DQ0188
 DQ0188.Superseded values are not recommended for survey control.
 DQ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0188.See file dsdata.txt to determine how the superseded data were derived.
 DQ0188
 DQ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS985718(NAD 83)
 DQ0188_MARKER: DB = BENCH MARK DISK
 DQ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0188_STAMPING: H 365 1943
 DQ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0188+STABILITY: SURFACE MOTION
 DQ0188
 DQ0188  HISTORY     - Date     Condition        Report By
 DQ0188  HISTORY     - 1943     MONUMENTED       CGS
 DQ0188  HISTORY     - 1972     MARK NOT FOUND   USGS
 DQ0188
 DQ0188                          STATION DESCRIPTION
 DQ0188
 DQ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0188'3.8 MI SSW FROM PLAINS.
 DQ0188'3.8 MILES SOUTH-SOUTHWEST ALONG THE ROAD LEADING TO ALLRED FROM THE
 DQ0188'COURTHOUSE AT PLAINS, YOAKUM COUNTY, 0.35 MILE EAST OF A WELL, NEAR
 DQ0188'THE NORTHEAST CORNER OF A FENCE, 41 FEET NORTH OF THE CENTERLINE OF
 DQ0188'THE ROAD, 39 FEET WEST OF A NORTH-AND-SOUTH FENCE, 7 FEET SOUTH OF A
 DQ0188'FENCE PARALLEL TO THE ROAD, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 DQ0188'POST.  A STANDARD DISK, STAMPED H 365 1943 AND SET IN THE TOP OF A
 DQ0188'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 DQ0188
 DQ0188                          STATION RECOVERY (1972)
 DQ0188
 DQ0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DQ0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0136 ***********************************************************************
 DQ0136  DESIGNATION -  H 366
 DQ0136  PID         -  DQ0136
 DQ0136  STATE/COUNTY-  TX/TERRY
 DQ0136  USGS QUAD   -  NORTH OF TOKIO (1981)
 DQ0136
 DQ0136                         *CURRENT SURVEY CONTROL
 DQ0136  ___________________________________________________________________
 DQ0136* NAD 83(1986)-  33 22 13.     (N)    102 35 39.     (W)     SCALED    
 DQ0136* NAVD 88     -      1093.210  (meters)    3586.64   (feet)  ADJUSTED  
 DQ0136  ___________________________________________________________________
 DQ0136  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 DQ0136  DYNAMIC HT  -        1091.776 (meters)    3581.94  (feet)  COMP
 DQ0136  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 DQ0136
 DQ0136  VERT ORDER  -  SECOND    CLASS 0
 DQ0136
 DQ0136.The horizontal coordinates were scaled from a topographic map and have
 DQ0136.an estimated accuracy of +/- 6 seconds.
 DQ0136
 DQ0136.The orthometric height was determined by differential leveling
 DQ0136.and adjusted by the National Geodetic Survey in June 1991..
 DQ0136
 DQ0136.The geoid height was determined by GEOID03.
 DQ0136
 DQ0136.The dynamic height is computed by dividing the NAVD 88
 DQ0136.geopotential number by the normal gravity value computed on the
 DQ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0136.degrees latitude (g = 980.6199 gals.).
 DQ0136
 DQ0136.The modeled gravity was interpolated from observed gravity values.
 DQ0136
 DQ0136;                    North         East    Units  Estimated Accuracy
 DQ0136;SPC TXNC     - 2,196,340.      219,130.      MT  (+/- 180 meters Scaled)
 DQ0136
 DQ0136                          SUPERSEDED SURVEY CONTROL
 DQ0136
 DQ0136  NGVD 29 (??/??/92) 1092.820  (m)         3585.36   (f) ADJ UNCH    2 0
 DQ0136
 DQ0136.Superseded values are not recommended for survey control.
 DQ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0136.See file dsdata.txt to determine how the superseded data were derived.
 DQ0136
 DQ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS238949(NAD 83)
 DQ0136_MARKER: DB = BENCH MARK DISK
 DQ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0136_STAMPING: H 366 1943
 DQ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0136+STABILITY: SURFACE MOTION
 DQ0136
 DQ0136  HISTORY     - Date     Condition        Report By
 DQ0136  HISTORY     - 1943     MONUMENTED       CGS
 DQ0136  HISTORY     - 1969     GOOD             USGS
 DQ0136
 DQ0136                          STATION DESCRIPTION
 DQ0136
 DQ0136'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DQ0136'14.95 MI NW FROM TOKIO.
 DQ0136'TO REACH FROM THE POST OFFICE AT TOKIO GO WEST ON U S HWY 380 2.0 MI
 DQ0136'TO THE JCT WITH STATE HWY 1780, TURN RIGHT, NORTH AND GO 14.0 MILES ON
 DQ0136'STATE 1780 TO PRIVATE ROAD EAST, TURN RIGHT AND GO EAST SOUTHEAST ON
 DQ0136'PRIVATE RD. 0.8 MI. TO WINDMILL, CONTINUE E-SE 0.3 MILE TO THE JCT.
 DQ0136'WITH A N-S ROAD, TURN RIGHT AND GO SOUTH TO JCT WITH THE MAIN TRAVELED
 DQ0136'ROAD GOING EAST, CONTINUE SOUTH ON OLD ROAD FOR 0.15 MILE TO BM ON
 DQ0136'RIGHT.  BM IS ON THE LINE BETWEEN TERRY AND YOAKUM COUNTIES AND 1.2
 DQ0136'MI. SOUTH OF THE COMMON CORNERS OF TERRY, YOAKUM, COCHRAN, AND HOCKLEY
 DQ0136'COUNTIES, 0.8 MI. S-SE. OF A WINDMILL, 790 FT. SOUTH OF A T-RD.
 DQ0136'JUNCTION, AND 21 FEET WEST OF THE N-S. ROAD A STD DISK STAMPED H 366
 DQ0136'1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0160 ***********************************************************************
 EO0160  DESIGNATION -  H 368
 EO0160  PID         -  EO0160
 EO0160  STATE/COUNTY-  TX/BAILEY
 EO0160  USGS QUAD   -  NEEDMORE (1962)
 EO0160
 EO0160                         *CURRENT SURVEY CONTROL
 EO0160  ___________________________________________________________________
 EO0160* NAD 83(1986)-  34 01 59.     (N)    102 44 15.     (W)     SCALED    
 EO0160* NAVD 88     -      1184.202  (meters)    3885.17   (feet)  POSTED    
 EO0160  ___________________________________________________________________
 EO0160  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 EO0160  DYNAMIC HT  -        1182.650 (meters)    3880.08  (feet)  COMP
 EO0160  MODELED GRAV-     979,287.9   (mgal)                       NAVD 88
 EO0160
 EO0160  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EO0160
 EO0160.The horizontal coordinates were scaled from a topographic map and have
 EO0160.an estimated accuracy of +/- 6 seconds.
 EO0160
 EO0160.The orthometric height was determined by differential leveling
 EO0160.and adjusted by the National Geodetic Survey in 1992..
 EO0160.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EO0160.rate of 2.1 thru 3.0 mm/km.
 EO0160
 EO0160.The geoid height was determined by GEOID03.
 EO0160
 EO0160.The dynamic height is computed by dividing the NAVD 88
 EO0160.geopotential number by the normal gravity value computed on the
 EO0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0160.degrees latitude (g = 980.6199 gals.).
 EO0160
 EO0160.The modeled gravity was interpolated from observed gravity values.
 EO0160
 EO0160;                    North         East    Units  Estimated Accuracy
 EO0160;SPC TXNC     - 2,270,320.      208,770.      MT  (+/- 180 meters Scaled)
 EO0160
 EO0160                          SUPERSEDED SURVEY CONTROL
 EO0160
 EO0160  NGVD 29 (??/??/92) 1183.679  (m)         3883.45   (f) ADJ UNCH    2 0
 EO0160
 EO0160.Superseded values are not recommended for survey control.
 EO0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0160.See file dsdata.txt to determine how the superseded data were derived.
 EO0160
 EO0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT088681(NAD 83)
 EO0160_MARKER: DB = BENCH MARK DISK
 EO0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0160_SP_SET: PLATFORM
 EO0160_STAMPING: H 368 1943
 EO0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0160
 EO0160  HISTORY     - Date     Condition        Report By
 EO0160  HISTORY     - 1943     MONUMENTED       CGS
 EO0160  HISTORY     - 1962     POOR             NGS
 EO0160
 EO0160                          STATION DESCRIPTION
 EO0160
 EO0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EO0160'IN NEEDMORE.
 EO0160'THIS MARK IS AT NEEDMORE, BAILEY COUNTY, SET IN THE TOP OF THE
 EO0160'CONCRETE PLATFORM TO THE FRONT ENTRANCE TO THE METHODIST CHURCH, 6
 EO0160'INCHES S. OF THE S. EDGE OF THE DOOR, 2 FEET HIGHER THAN THE LEVEL OF
 EO0160'THE GROUND, 101 FEET E. OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0064 ***********************************************************************
 GL0064  DESIGNATION -  H 369
 GL0064  PID         -  GL0064
 GL0064  STATE/COUNTY-  TX/HARTLEY
 GL0064  USGS QUAD   -  WILCO (1965)
 GL0064
 GL0064                         *CURRENT SURVEY CONTROL
 GL0064  ___________________________________________________________________
 GL0064* NAD 83(1986)-  36 01 35.     (N)    102 20 34.     (W)     SCALED    
 GL0064* NAVD 88     -      1195.430  (meters)    3922.01   (feet)  ADJUSTED  
 GL0064  ___________________________________________________________________
 GL0064  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 GL0064  DYNAMIC HT  -        1194.044 (meters)    3917.46  (feet)  COMP
 GL0064  MODELED GRAV-     979,432.5   (mgal)                       NAVD 88
 GL0064
 GL0064  VERT ORDER  -  SECOND    CLASS 0
 GL0064
 GL0064.The horizontal coordinates were scaled from a topographic map and have
 GL0064.an estimated accuracy of +/- 6 seconds.
 GL0064
 GL0064.The orthometric height was determined by differential leveling
 GL0064.and adjusted by the National Geodetic Survey in June 1991..
 GL0064
 GL0064.The geoid height was determined by GEOID03.
 GL0064
 GL0064.The dynamic height is computed by dividing the NAVD 88
 GL0064.geopotential number by the normal gravity value computed on the
 GL0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0064.degrees latitude (g = 980.6199 gals.).
 GL0064
 GL0064.The modeled gravity was interpolated from observed gravity values.
 GL0064
 GL0064;                    North         East    Units  Estimated Accuracy
 GL0064;SPC TX N     - 1,225,130.      124,040.      MT  (+/- 180 meters Scaled)
 GL0064
 GL0064                          SUPERSEDED SURVEY CONTROL
 GL0064
 GL0064.No superseded survey control is available for this station.
 GL0064
 GL0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV394901(NAD 83)
 GL0064_MARKER: DB = BENCH MARK DISK
 GL0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0064_STAMPING: H 369 1943
 GL0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0064+STABILITY: SURFACE MOTION
 GL0064
 GL0064  HISTORY     - Date     Condition        Report By
 GL0064  HISTORY     - 1943     MONUMENTED       CGS
 GL0064
 GL0064                          STATION DESCRIPTION
 GL0064
 GL0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0064'11.6 MI E FROM DALHART.
 GL0064'11.6 MILES EAST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0064'DALHART.  SET BY MILE POST NUMBER 49.  72.5 FEET NORTH OF THE MILE
 GL0064'POST, 30.3 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 17.6 FEET SOUTH
 GL0064'OF THE RIGHT-OF-WAY FENCE, 3.5 FEET SOUTH OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0169 ***********************************************************************
 AO0169  DESIGNATION -  H 37
 AO0169  PID         -  AO0169
 AO0169  STATE/COUNTY-  TX/FRIO
 AO0169  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0169
 AO0169                         *CURRENT SURVEY CONTROL
 AO0169  ___________________________________________________________________
 AO0169* NAD 83(1986)-  28 59 12.     (N)    099 04 01.     (W)     SCALED    
 AO0169* NAVD 88     -       212.999  (meters)     698.81   (feet)  POSTED    
 AO0169  ___________________________________________________________________
 AO0169  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AO0169  DYNAMIC HT  -         212.690 (meters)     697.80  (feet)  COMP
 AO0169  MODELED GRAV-     979,186.4   (mgal)                       NAVD 88
 AO0169
 AO0169  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AO0169
 AO0169.The horizontal coordinates were scaled from a topographic map and have
 AO0169.an estimated accuracy of +/- 6 seconds.
 AO0169
 AO0169.The orthometric height was determined by differential leveling
 AO0169.and adjusted by the National Geodetic Survey in 1992..
 AO0169.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AO0169.rate of 0.0 thru 1.0 mm/km.
 AO0169
 AO0169.The geoid height was determined by GEOID03.
 AO0169
 AO0169.The dynamic height is computed by dividing the NAVD 88
 AO0169.geopotential number by the normal gravity value computed on the
 AO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0169.degrees latitude (g = 980.6199 gals.).
 AO0169
 AO0169.The modeled gravity was interpolated from observed gravity values.
 AO0169
 AO0169;                    North         East    Units  Estimated Accuracy
 AO0169;SPC TXSC     - 4,127,820.      593,480.      MT  (+/- 180 meters Scaled)
 AO0169
 AO0169                          SUPERSEDED SURVEY CONTROL
 AO0169
 AO0169.No superseded survey control is available for this station.
 AO0169
 AO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT934065(NAD 83)
 AO0169_MARKER: DB = BENCH MARK DISK
 AO0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0169_STAMPING: H 37 1917 ELEV 698.558 FT
 AO0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0169+STABILITY: SURFACE MOTION
 AO0169
 AO0169  HISTORY     - Date     Condition        Report By
 AO0169  HISTORY     - 1917     MONUMENTED       CGS
 AO0169  HISTORY     - 1956     MARK NOT FOUND   NGS
 AO0169  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AO0169  HISTORY     - 20030523 MARK NOT FOUND   USPSQD
 AO0169
 AO0169                          STATION DESCRIPTION
 AO0169
 AO0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0169'4.8 MI N FROM PEARSALL.
 AO0169'4.8 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILWAY FROM
 AO0169'PEARSALL, FRIO COUNTY, 55 FEET NORTH OF MILEPOST 308, AND 50 FEET EAST
 AO0169'OF THE TRACK.  A STANDARD DISK, STAMPED ELEV 698.558 FT H 37 1917 AND
 AO0169'SET IN THE TOP OF A CONCRETE POST.
 AO0169
 AO0169                          STATION RECOVERY (1996)
 AO0169
 AO0169'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0169'MARK NOT FOUND.
 AO0169
 AO0169                          STATION RECOVERY (2003)
 AO0169
 AO0169'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0472 ***********************************************************************
 AJ0472  DESIGNATION -  H 37
 AJ0472  PID         -  AJ0472
 AJ0472  STATE/COUNTY-  TX/DUVAL
 AJ0472  USGS QUAD   -  REALITOS (1967)
 AJ0472
 AJ0472                         *CURRENT SURVEY CONTROL
 AJ0472  ___________________________________________________________________
 AJ0472* NAD 83(1986)-  27 24 39.     (N)    098 34 16.     (W)     SCALED    
 AJ0472* NAVD 88     -       150.949  (meters)     495.24   (feet)  ADJUSTED  
 AJ0472  ___________________________________________________________________
 AJ0472  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AJ0472  DYNAMIC HT  -         150.709 (meters)     494.45  (feet)  COMP
 AJ0472  MODELED GRAV-     979,054.4   (mgal)                       NAVD 88
 AJ0472
 AJ0472  VERT ORDER  -  FIRST     CLASS II
 AJ0472
 AJ0472.The horizontal coordinates were scaled from a topographic map and have
 AJ0472.an estimated accuracy of +/- 6 seconds.
 AJ0472
 AJ0472.The orthometric height was determined by differential leveling
 AJ0472.and adjusted by the National Geodetic Survey in June 1991..
 AJ0472
 AJ0472.The geoid height was determined by GEOID03.
 AJ0472
 AJ0472.The dynamic height is computed by dividing the NAVD 88
 AJ0472.geopotential number by the normal gravity value computed on the
 AJ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0472.degrees latitude (g = 980.6199 gals.).
 AJ0472
 AJ0472.The modeled gravity was interpolated from observed gravity values.
 AJ0472
 AJ0472;                    North         East    Units  Estimated Accuracy
 AJ0472;SPC TX S     - 5,193,240.      292,970.      MT  (+/- 180 meters Scaled)
 AJ0472
 AJ0472                          SUPERSEDED SURVEY CONTROL
 AJ0472
 AJ0472  NGVD 29 (??/??/92)  150.981  (m)          495.34   (f) ADJ UNCH    1 2
 AJ0472
 AJ0472.Superseded values are not recommended for survey control.
 AJ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0472.See file dsdata.txt to determine how the superseded data were derived.
 AJ0472
 AJ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR423320(NAD 83)
 AJ0472_MARKER: DD = SURVEY DISK
 AJ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0472_STAMPING: H 37 1923 TEXAS 495.34
 AJ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0472+STABILITY: SURFACE MOTION
 AJ0472
 AJ0472  HISTORY     - Date     Condition        Report By
 AJ0472  HISTORY     - 1923     MONUMENTED       USGS
 AJ0472  HISTORY     - 1933     GOOD             NGS
 AJ0472  HISTORY     - 1934     GOOD             NGS
 AJ0472
 AJ0472                          STATION DESCRIPTION
 AJ0472
 AJ0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0472'3.8 MI SW FROM REALITOS.
 AJ0472'ON THE TEXAS-MEXICAN RR. ABOUT 1/4 MILE NE OF MILE POST 73.  IN SE
 AJ0472'CORNER OF T-ROAD E, IN RIGHT ANGLE IN FENCE LINE.  APPROXIMATELY 1/8
 AJ0472'MILE SW OF HIGHWAY OVERPASS.
 AJ0472
 AJ0472                          STATION RECOVERY (1934)
 AJ0472
 AJ0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0461 ***********************************************************************
 AO0461  DESIGNATION -  H 37 USGS
 AO0461  PID         -  AO0461
 AO0461  STATE/COUNTY-  TX/ZAVALA
 AO0461  USGS QUAD   -  LA PRYOR (1972)
 AO0461
 AO0461                         *CURRENT SURVEY CONTROL
 AO0461  ___________________________________________________________________
 AO0461* NAD 83(1986)-  28 56 41.     (N)    099 50 36.     (W)     SCALED    
 AO0461* NAVD 88     -       227.314  (meters)     745.78   (feet)  ADJUSTED  
 AO0461  ___________________________________________________________________
 AO0461  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AO0461  DYNAMIC HT  -         226.982 (meters)     744.69  (feet)  COMP
 AO0461  MODELED GRAV-     979,177.2   (mgal)                       NAVD 88
 AO0461
 AO0461  VERT ORDER  -  SECOND    CLASS 0
 AO0461
 AO0461.The horizontal coordinates were scaled from a topographic map and have
 AO0461.an estimated accuracy of +/- 6 seconds.
 AO0461
 AO0461.The orthometric height was determined by differential leveling
 AO0461.and adjusted by the National Geodetic Survey in June 1991..
 AO0461
 AO0461.The geoid height was determined by GEOID03.
 AO0461
 AO0461.The dynamic height is computed by dividing the NAVD 88
 AO0461.geopotential number by the normal gravity value computed on the
 AO0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0461.degrees latitude (g = 980.6199 gals.).
 AO0461
 AO0461.The modeled gravity was interpolated from observed gravity values.
 AO0461
 AO0461;                    North         East    Units  Estimated Accuracy
 AO0461;SPC TXSC     - 4,123,470.      517,790.      MT  (+/- 180 meters Scaled)
 AO0461
 AO0461                          SUPERSEDED SURVEY CONTROL
 AO0461
 AO0461  NGVD 29 (??/??/92)  227.192  (m)          745.38   (f) ADJ UNCH    2 0
 AO0461
 AO0461.Superseded values are not recommended for survey control.
 AO0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0461.See file dsdata.txt to determine how the superseded data were derived.
 AO0461
 AO0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT178021(NAD 83)
 AO0461_MARKER: DD = SURVEY DISK
 AO0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0461_STAMPING: 1930 H-37
 AO0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0461+STABILITY: SURFACE MOTION
 AO0461
 AO0461  HISTORY     - Date     Condition        Report By
 AO0461  HISTORY     - UNK      MONUMENTED       USGS
 AO0461  HISTORY     - 1934     GOOD             NGS
 AO0461  HISTORY     - 1940     GOOD             NGS
 AO0461
 AO0461                          STATION DESCRIPTION
 AO0461
 AO0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0461'IN LA PRYOR.
 AO0461'ABOUT 1000 FT. W OF HIGH SCHOOL BUILDING.  76 FT. W OF CENTER-LINE OF
 AO0461'STATE HIGHWAY AND 48 FT. S OF MAIN ROAD OF TOWN.  9 FT. S BY 3 FT. E
 AO0461'OF FENCE LINE.
 AO0461
 AO0461                          STATION RECOVERY (1940)
 AO0461
 AO0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0097 ***********************************************************************
 GL0097  DESIGNATION -  H 370
 GL0097  PID         -  GL0097
 GL0097  STATE/COUNTY-  TX/HARTLEY
 GL0097  USGS QUAD   -  WILCO (1965)
 GL0097
 GL0097                         *CURRENT SURVEY CONTROL
 GL0097  ___________________________________________________________________
 GL0097* NAD 83(1986)-  36 02 10.     (N)    102 22 16.     (W)     SCALED    
 GL0097* NAVD 88     -      1199.205  (meters)    3934.39   (feet)  ADJUSTED  
 GL0097  ___________________________________________________________________
 GL0097  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 GL0097  DYNAMIC HT  -        1197.814 (meters)    3929.83  (feet)  COMP
 GL0097  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 GL0097
 GL0097  VERT ORDER  -  SECOND    CLASS 0
 GL0097
 GL0097.The horizontal coordinates were scaled from a topographic map and have
 GL0097.an estimated accuracy of +/- 6 seconds.
 GL0097
 GL0097.The orthometric height was determined by differential leveling
 GL0097.and adjusted by the National Geodetic Survey in June 1991..
 GL0097
 GL0097.The geoid height was determined by GEOID03.
 GL0097
 GL0097.The dynamic height is computed by dividing the NAVD 88
 GL0097.geopotential number by the normal gravity value computed on the
 GL0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0097.degrees latitude (g = 980.6199 gals.).
 GL0097
 GL0097.The modeled gravity was interpolated from observed gravity values.
 GL0097
 GL0097;                    North         East    Units  Estimated Accuracy
 GL0097;SPC TX N     - 1,226,230.      121,500.      MT  (+/- 180 meters Scaled)
 GL0097
 GL0097                          SUPERSEDED SURVEY CONTROL
 GL0097
 GL0097  NGVD 29 (??/??/92) 1198.65   (m)         3932.6    (f) COMPUTED    2 0
 GL0097
 GL0097.Superseded values are not recommended for survey control.
 GL0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0097.See file dsdata.txt to determine how the superseded data were derived.
 GL0097
 GL0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV368911(NAD 83)
 GL0097_MARKER: DB = BENCH MARK DISK
 GL0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0097_STAMPING: H 370 1943
 GL0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0097+STABILITY: SURFACE MOTION
 GL0097
 GL0097  HISTORY     - Date     Condition        Report By
 GL0097  HISTORY     - 1943     MONUMENTED       CGS
 GL0097  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0097
 GL0097                          STATION DESCRIPTION
 GL0097
 GL0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0097'17.3 MI SW FROM CONLEN.
 GL0097'9.0 MILES SOUTHWEST ALONG U.S. HIGHWAY NUMBER 54, THENCE, 8.3 MILES
 GL0097'SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT CONLEN.  SET IN THE
 GL0097'NORTHWEST QUARTER OF A ROAD CROSSING AND NORTHWEST OF A YELLOW STUCCO
 GL0097'RANCH HOUSE, ABOUT 0.7 MILE NORTH OF A RAILROAD CROSSING JUST EAST OF
 GL0097'THE DALMAR STATION SIGN.  60 FEET NORTH OF THE CENTERLINE      OF THE
 GL0097'EAST AND WEST ROAD, 28 FEET WEST OF THE CENTER-LINE OF THE MAIN ROAD,
 GL0097'2.0 FEET EAST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET SOUTH OF THE
 GL0097'REFERENCE POST.  NOTE-- THE ROAD HAS BEEN WIDENED.
 GL0097
 GL0097                          STATION RECOVERY (1952)
 GL0097
 GL0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1270 ***********************************************************************
 GL1270  DESIGNATION -  H 372
 GL1270  PID         -  GL1270
 GL1270  STATE/COUNTY-  TX/MOORE
 GL1270  USGS QUAD   -  CACTUS WEST (1965)
 GL1270
 GL1270                         *CURRENT SURVEY CONTROL
 GL1270  ___________________________________________________________________
 GL1270* NAD 83(1986)-  36 01 43.     (N)    102 00 09.     (W)     SCALED    
 GL1270* NAVD 88     -      1105.334  (meters)    3626.42   (feet)  ADJUSTED  
 GL1270  ___________________________________________________________________
 GL1270  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 GL1270  DYNAMIC HT  -        1104.072 (meters)    3622.28  (feet)  COMP
 GL1270  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 GL1270
 GL1270  VERT ORDER  -  SECOND    CLASS 0
 GL1270
 GL1270.The horizontal coordinates were scaled from a topographic map and have
 GL1270.an estimated accuracy of +/- 6 seconds.
 GL1270
 GL1270.The orthometric height was determined by differential leveling
 GL1270.and adjusted by the National Geodetic Survey in June 1991..
 GL1270
 GL1270.The geoid height was determined by GEOID03.
 GL1270
 GL1270.The dynamic height is computed by dividing the NAVD 88
 GL1270.geopotential number by the normal gravity value computed on the
 GL1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1270.degrees latitude (g = 980.6199 gals.).
 GL1270
 GL1270.The modeled gravity was interpolated from observed gravity values.
 GL1270
 GL1270;                    North         East    Units  Estimated Accuracy
 GL1270;SPC TX N     - 1,225,170.      154,710.      MT  (+/- 180 meters Scaled)
 GL1270
 GL1270                          SUPERSEDED SURVEY CONTROL
 GL1270
 GL1270  NGVD 29 (??/??/92) 1104.808  (m)         3624.69   (f) ADJ UNCH    2 0
 GL1270
 GL1270.Superseded values are not recommended for survey control.
 GL1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1270.See file dsdata.txt to determine how the superseded data were derived.
 GL1270
 GL1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV700912(NAD 83)
 GL1270_MARKER: DB = BENCH MARK DISK
 GL1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1270_STAMPING: H 372 1943
 GL1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1270+STABILITY: SURFACE MOTION
 GL1270
 GL1270  HISTORY     - Date     Condition        Report By
 GL1270  HISTORY     - 1943     MONUMENTED       CGS
 GL1270  HISTORY     - 1945     GOOD
 GL1270
 GL1270                          STATION DESCRIPTION
 GL1270
 GL1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL1270'IN ETTER.
 GL1270'THIS MARK IS AT ETTER, MOORE COUNTY, 34.0 FEET NORTH OF THE NORTH SIDE
 GL1270'OF THE SANTA FE RAILROAD STATION, 12.0 FEET WEST OF A POWER POLE, 26.0
 GL1270'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, PROJECTING ABOUT
 GL1270'2-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHWEST OF A WHITE REFERENCE
 GL1270'POST.
 GL1270
 GL1270                          STATION RECOVERY (1945)
 GL1270
 GL1270'RECOVERED 1945
 GL1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0491 ***********************************************************************
 GK0491  DESIGNATION -  H 373 RESET 1952
 GK0491  PID         -  GK0491
 GK0491  STATE/COUNTY-  TX/SHERMAN
 GK0491  USGS QUAD   -  STEVENS SE (1974)
 GK0491
 GK0491                         *CURRENT SURVEY CONTROL
 GK0491  ___________________________________________________________________
 GK0491* NAD 83(1986)-  36 15 29.     (N)    101 49 28.     (W)     SCALED    
 GK0491* NAVD 88     -      1034.761  (meters)    3394.88   (feet)  ADJUSTED  
 GK0491  ___________________________________________________________________
 GK0491  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 GK0491  DYNAMIC HT  -        1033.616 (meters)    3391.12  (feet)  COMP
 GK0491  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 GK0491
 GK0491  VERT ORDER  -  SECOND    CLASS 0
 GK0491
 GK0491.The horizontal coordinates were scaled from a topographic map and have
 GK0491.an estimated accuracy of +/- 6 seconds.
 GK0491
 GK0491.The orthometric height was determined by differential leveling
 GK0491.and adjusted by the National Geodetic Survey in June 1991..
 GK0491
 GK0491.The geoid height was determined by GEOID03.
 GK0491
 GK0491.The dynamic height is computed by dividing the NAVD 88
 GK0491.geopotential number by the normal gravity value computed on the
 GK0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0491.degrees latitude (g = 980.6199 gals.).
 GK0491
 GK0491.The modeled gravity was interpolated from observed gravity values.
 GK0491
 GK0491;                    North         East    Units  Estimated Accuracy
 GK0491;SPC TX N     - 1,250,560.      170,840.      MT  (+/- 180 meters Scaled)
 GK0491
 GK0491                          SUPERSEDED SURVEY CONTROL
 GK0491
 GK0491  NGVD 29 (??/??/92) 1034.286  (m)         3393.32   (f) ADJ UNCH    2 0
 GK0491
 GK0491.Superseded values are not recommended for survey control.
 GK0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0491.See file dsdata.txt to determine how the superseded data were derived.
 GK0491
 GK0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF462162(NAD 83)
 GK0491_MARKER: DB = BENCH MARK DISK
 GK0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0491_STAMPING: H 373 1943 RESET 1952
 GK0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0491+STABILITY: SURFACE MOTION
 GK0491
 GK0491  HISTORY     - Date     Condition        Report By
 GK0491  HISTORY     - 1952     MONUMENTED       CGS
 GK0491
 GK0491                          STATION DESCRIPTION
 GK0491
 GK0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0491'19.0 MI SE FROM STRATFORD.
 GK0491'14.0 MILES EAST ALONG STATE HIGHWAY 289 FROM THE CHICAGO, ROCK ISLAND
 GK0491'AND PACIFIC RAILROAD STATION STRATFORD, THENCE 5.0 MILES SOUTH ALONG
 GK0491'AN OILED ROAD, 79 FEET WEST OF THE CENTER LINE OF ROAD, 24 FEET WEST
 GK0491'OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 3 FEET EAST OF A WITNESS
 GK0491'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 GK0491'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0546 ***********************************************************************
 GK0546  DESIGNATION -  H 374
 GK0546  PID         -  GK0546
 GK0546  STATE/COUNTY-  TX/HANSFORD
 GK0546  USGS QUAD   -  HANNAS DRAW WEST (1974)
 GK0546
 GK0546                         *CURRENT SURVEY CONTROL
 GK0546  ___________________________________________________________________
 GK0546* NAD 83(1986)-  36 10 55.     (N)    101 36 23.     (W)     SCALED    
 GK0546* NAVD 88     -      1018.676  (meters)    3342.11   (feet)  ADJUSTED  
 GK0546  ___________________________________________________________________
 GK0546  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 GK0546  DYNAMIC HT  -        1017.552 (meters)    3338.42  (feet)  COMP
 GK0546  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 GK0546
 GK0546  VERT ORDER  -  SECOND    CLASS 0
 GK0546
 GK0546.The horizontal coordinates were scaled from a topographic map and have
 GK0546.an estimated accuracy of +/- 6 seconds.
 GK0546
 GK0546.The orthometric height was determined by differential leveling
 GK0546.and adjusted by the National Geodetic Survey in June 1991..
 GK0546
 GK0546.The geoid height was determined by GEOID03.
 GK0546
 GK0546.The dynamic height is computed by dividing the NAVD 88
 GK0546.geopotential number by the normal gravity value computed on the
 GK0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0546.degrees latitude (g = 980.6199 gals.).
 GK0546
 GK0546.The modeled gravity was interpolated from observed gravity values.
 GK0546
 GK0546;                    North         East    Units  Estimated Accuracy
 GK0546;SPC TX N     - 1,242,070.      190,430.      MT  (+/- 180 meters Scaled)
 GK0546
 GK0546                          SUPERSEDED SURVEY CONTROL
 GK0546
 GK0546  NGVD 29 (??/??/92) 1018.211  (m)         3340.58   (f) ADJ UNCH    2 0
 GK0546
 GK0546.Superseded values are not recommended for survey control.
 GK0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0546.See file dsdata.txt to determine how the superseded data were derived.
 GK0546
 GK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF656072(NAD 83)
 GK0546_MARKER: DB = BENCH MARK DISK
 GK0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0546_STAMPING: H 374 1943
 GK0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0546+STABILITY: SURFACE MOTION
 GK0546
 GK0546  HISTORY     - Date     Condition        Report By
 GK0546  HISTORY     - 1943     MONUMENTED       CGS
 GK0546  HISTORY     - 1952     GOOD             NGS
 GK0546  HISTORY     - 1974     MARK NOT FOUND   USGS
 GK0546
 GK0546                          STATION DESCRIPTION
 GK0546
 GK0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0546'17.3 MI SW FROM GRUVER.
 GK0546'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0546'THENCE 10.75 MILES WEST ALONG FARM ROAD 289, THENCE 4.0 MILES SOUTH
 GK0546'ALONG FARM ROAD 1573, THENCE 2.2 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GK0546'AT AN INTERSECTION WITH AN EAST AND WEST ROAD, 59 FEET WEST OF THE
 GK0546'CENTER LINE OF A NORTH AND SOUTH ROAD, 57 FEET NORTH OF THE CENTER
 GK0546'LINE OF AN EAST AND WEST ROAD, 30 FEET NORTH OF A FENCE CORNER, 2 FEET
 GK0546'EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GK0546'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 GK0546
 GK0546                          STATION RECOVERY (1974)
 GK0546
 GK0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GK0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0129 ***********************************************************************
 GL0129  DESIGNATION -  H 375
 GL0129  PID         -  GL0129
 GL0129  STATE/COUNTY-  TX/SHERMAN
 GL0129  USGS QUAD   -  LAUTZ (1965)
 GL0129
 GL0129                         *CURRENT SURVEY CONTROL
 GL0129  ___________________________________________________________________
 GL0129* NAD 83(1986)-  36 09 11.     (N)    102 05 53.     (W)     SCALED    
 GL0129* NAVD 88     -      1125.335  (meters)    3692.04   (feet)  ADJUSTED  
 GL0129  ___________________________________________________________________
 GL0129  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 GL0129  DYNAMIC HT  -        1124.070 (meters)    3687.89  (feet)  COMP
 GL0129  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 GL0129
 GL0129  VERT ORDER  -  SECOND    CLASS 0
 GL0129
 GL0129.The horizontal coordinates were scaled from a topographic map and have
 GL0129.an estimated accuracy of +/- 6 seconds.
 GL0129
 GL0129.The orthometric height was determined by differential leveling
 GL0129.and adjusted by the National Geodetic Survey in June 1991..
 GL0129
 GL0129.The geoid height was determined by GEOID03.
 GL0129
 GL0129.The dynamic height is computed by dividing the NAVD 88
 GL0129.geopotential number by the normal gravity value computed on the
 GL0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0129.degrees latitude (g = 980.6199 gals.).
 GL0129
 GL0129.The modeled gravity was interpolated from observed gravity values.
 GL0129
 GL0129;                    North         East    Units  Estimated Accuracy
 GL0129;SPC TX N     - 1,239,020.      146,180.      MT  (+/- 180 meters Scaled)
 GL0129
 GL0129                          SUPERSEDED SURVEY CONTROL
 GL0129
 GL0129.No superseded survey control is available for this station.
 GL0129
 GL0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA610048(NAD 83)
 GL0129_MARKER: DB = BENCH MARK DISK
 GL0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0129_STAMPING: H 375 1943
 GL0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0129+STABILITY: SURFACE MOTION
 GL0129
 GL0129  HISTORY     - Date     Condition        Report By
 GL0129  HISTORY     - 1943     MONUMENTED       CGS
 GL0129  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0129
 GL0129                          STATION DESCRIPTION
 GL0129
 GL0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0129'13.5 MI SE FROM CONLEN.
 GL0129'5.5 MILES SOUTH, THENCE, 8.0 MILES EAST ALONG GRADED ROADS FROM THE
 GL0129'POST OFFICE AT CONLEN.  SET AT THE INTERSECTION OF A TRAIL LEADING
 GL0129'SOUTH.  33 FEET WEST OF THE CENTER-LINE OF THE TRAIL, 30 FEET SOUTH OF
 GL0129'THE CENTER-LINE OF THE MAIN ROAD, 18.3 FEET WEST OF THE WEST GATE
 GL0129'POST, 1.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 2.0 FEET EAST OF THE
 GL0129'REFERENCE POST.  NOTE-- THE ROAD HAS BEEN WIDENED.
 GL0129
 GL0129                          STATION RECOVERY (1952)
 GL0129
 GL0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0456 ***********************************************************************
 FM0456  DESIGNATION -  H 376
 FM0456  PID         -  FM0456
 FM0456  STATE/COUNTY-  TX/HARTLEY
 FM0456  USGS QUAD   -  SPRING CREEK RANCH (1971)
 FM0456
 FM0456                         *CURRENT SURVEY CONTROL
 FM0456  ___________________________________________________________________
 FM0456* NAD 83(1986)-  35 43 35.     (N)    102 49 06.     (W)     SCALED    
 FM0456* NAVD 88     -      1220.108  (meters)    4002.97   (feet)  ADJUSTED  
 FM0456  ___________________________________________________________________
 FM0456  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 FM0456  DYNAMIC HT  -        1218.673 (meters)    3998.26  (feet)  COMP
 FM0456  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 FM0456
 FM0456  VERT ORDER  -  SECOND    CLASS 0
 FM0456
 FM0456.The horizontal coordinates were scaled from a topographic map and have
 FM0456.an estimated accuracy of +/- 6 seconds.
 FM0456
 FM0456.The orthometric height was determined by differential leveling
 FM0456.and adjusted by the National Geodetic Survey in June 1991..
 FM0456
 FM0456.The geoid height was determined by GEOID03.
 FM0456
 FM0456.The dynamic height is computed by dividing the NAVD 88
 FM0456.geopotential number by the normal gravity value computed on the
 FM0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0456.degrees latitude (g = 980.6199 gals.).
 FM0456
 FM0456.The modeled gravity was interpolated from observed gravity values.
 FM0456
 FM0456;                    North         East    Units  Estimated Accuracy
 FM0456;SPC TX N     - 1,192,320.       80,740.      MT  (+/- 180 meters Scaled)
 FM0456
 FM0456                          SUPERSEDED SURVEY CONTROL
 FM0456
 FM0456  NGVD 29 (??/??/92) 1219.575  (m)         4001.22   (f) ADJ UNCH    2 0
 FM0456
 FM0456.Superseded values are not recommended for survey control.
 FM0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0456.See file dsdata.txt to determine how the superseded data were derived.
 FM0456
 FM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV973557(NAD 83)
 FM0456_MARKER: DB = BENCH MARK DISK
 FM0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0456_STAMPING: H 376 1943
 FM0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0456+STABILITY: SURFACE MOTION
 FM0456
 FM0456  HISTORY     - Date     Condition        Report By
 FM0456  HISTORY     - 1943     MONUMENTED       CGS
 FM0456  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0456
 FM0456                          STATION DESCRIPTION
 FM0456
 FM0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0456'9.2 MI E FROM ROMERO.
 FM0456'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 54, THENCE, 7.2 MILES EAST
 FM0456'ALONG A GRADED ROAD FROM THE STATION AT ROMERO.  SET BETWEEN A RIGHT
 FM0456'AND A LEFT 90 DEGREE ANGLE TURNS, AT A GATE.  44 FEET EAST OF THE
 FM0456'CENTER-LINE OF THE ROAD, 20.7 FEET SOUTH OF THE SOUTH GATE POST, 2.0
 FM0456'FEET WEST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET SOUTH OF THE REFERENCE
 FM0456'POST.  NOTE-- RIGHT OF WAY FENCE GONE.
 FM0456
 FM0456                          STATION RECOVERY (1971)
 FM0456
 FM0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0255 ***********************************************************************
 FL0255  DESIGNATION -  H 378
 FL0255  PID         -  FL0255
 FL0255  STATE/COUNTY-  TX/WHEELER
 FL0255  USGS QUAD   -  PAKAN (1976)
 FL0255
 FL0255                         *CURRENT SURVEY CONTROL
 FL0255  ___________________________________________________________________
 FL0255* NAD 83(1986)-  35 17 04.     (N)    100 25 51.     (W)     SCALED    
 FL0255* NAVD 88     -       816.428  (meters)    2678.56   (feet)  ADJUSTED  
 FL0255  ___________________________________________________________________
 FL0255  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL0255  DYNAMIC HT  -         815.571 (meters)    2675.75  (feet)  COMP
 FL0255  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 FL0255
 FL0255  VERT ORDER  -  SECOND    CLASS 0
 FL0255
 FL0255.The horizontal coordinates were scaled from a topographic map and have
 FL0255.an estimated accuracy of +/- 6 seconds.
 FL0255
 FL0255.The orthometric height was determined by differential leveling
 FL0255.and adjusted by the National Geodetic Survey in June 1991..
 FL0255
 FL0255.The geoid height was determined by GEOID03.
 FL0255
 FL0255.The dynamic height is computed by dividing the NAVD 88
 FL0255.geopotential number by the normal gravity value computed on the
 FL0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0255.degrees latitude (g = 980.6199 gals.).
 FL0255
 FL0255.The modeled gravity was interpolated from observed gravity values.
 FL0255
 FL0255;                    North         East    Units  Estimated Accuracy
 FL0255;SPC TX N     - 1,143,020.      297,250.      MT  (+/- 180 meters Scaled)
 FL0255
 FL0255                          SUPERSEDED SURVEY CONTROL
 FL0255
 FL0255  NGVD 29 (??/??/92)  816.122  (m)         2677.56   (f) ADJ UNCH    2 0
 FL0255
 FL0255.Superseded values are not recommended for survey control.
 FL0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0255.See file dsdata.txt to determine how the superseded data were derived.
 FL0255
 FL0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE698055(NAD 83)
 FL0255_MARKER: DB = BENCH MARK DISK
 FL0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0255_SP_SET: BUILDING
 FL0255_STAMPING: H 378 1943
 FL0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0255
 FL0255  HISTORY     - Date     Condition        Report By
 FL0255  HISTORY     - 1943     MONUMENTED       CGS
 FL0255
 FL0255                          STATION DESCRIPTION
 FL0255
 FL0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0255'7.1 MI N FROM RAMSDELL.
 FL0255'7.1 MILES NORTH ALONG A GRADED ROAD (FARM-TO-MARKET HIGHWAY 453) FROM
 FL0255'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD CO. AT RAMSDELL, 1.0
 FL0255'MILE NORTH OF A ROAD INTERSECTION, 98 FEET EAST OF THE CENTERLINE OF
 FL0255'THE ROAD, AT THE LUTHERAN CHURCH AT PAKAN, IN THE WALL, 1 FOOT EAST OF
 FL0255'THE SOUTHWEST CORNER, AND 4 FEET ABOVE THE GROUND.  A STANDARD DISK,
 FL0255'STAMPED H 378 1943 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0463 ***********************************************************************
 FL0463  DESIGNATION -  H 379
 FL0463  PID         -  FL0463
 FL0463  STATE/COUNTY-  TX/GRAY
 FL0463  USGS QUAD   -  LEFORS (1967)
 FL0463
 FL0463                         *CURRENT SURVEY CONTROL
 FL0463  ___________________________________________________________________
 FL0463* NAD 83(1986)-  35 26 04.     (N)    100 51 31.     (W)     SCALED    
 FL0463* NAVD 88     -       910.148  (meters)    2986.04   (feet)  ADJUSTED  
 FL0463  ___________________________________________________________________
 FL0463  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL0463  DYNAMIC HT  -         909.164 (meters)    2982.82  (feet)  COMP
 FL0463  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 FL0463
 FL0463  VERT ORDER  -  SECOND    CLASS 0
 FL0463
 FL0463.The horizontal coordinates were scaled from a topographic map and have
 FL0463.an estimated accuracy of +/- 6 seconds.
 FL0463
 FL0463.The orthometric height was determined by differential leveling
 FL0463.and adjusted by the National Geodetic Survey in June 1991..
 FL0463
 FL0463.The geoid height was determined by GEOID03.
 FL0463
 FL0463.The dynamic height is computed by dividing the NAVD 88
 FL0463.geopotential number by the normal gravity value computed on the
 FL0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0463.degrees latitude (g = 980.6199 gals.).
 FL0463
 FL0463.The modeled gravity was interpolated from observed gravity values.
 FL0463
 FL0463;                    North         East    Units  Estimated Accuracy
 FL0463;SPC TX N     - 1,159,320.      258,230.      MT  (+/- 180 meters Scaled)
 FL0463
 FL0463                          SUPERSEDED SURVEY CONTROL
 FL0463
 FL0463  NGVD 29 (??/??/92)  909.767  (m)         2984.79   (f) ADJ UNCH    2 0
 FL0463
 FL0463.Superseded values are not recommended for survey control.
 FL0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0463.See file dsdata.txt to determine how the superseded data were derived.
 FL0463
 FL0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE312228(NAD 83)
 FL0463_MARKER: DB = BENCH MARK DISK
 FL0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0463_STAMPING: H 379 1943
 FL0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0463+STABILITY: SURFACE MOTION
 FL0463
 FL0463  HISTORY     - Date     Condition        Report By
 FL0463  HISTORY     - 1943     MONUMENTED       CGS
 FL0463  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0463
 FL0463                          STATION DESCRIPTION
 FL0463
 FL0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0463'2.9 MI W FROM LEFORS.
 FL0463'2.9 MILES WEST ALONG A GRADED ROAD FROM THE POST OFFICE AT LEFORS, AT
 FL0463'THE INTERSECTION OF A NORTH-AND-SOUTH ROAD, 38 FEET SOUTH OF THE
 FL0463'CENTERLINE OF THE MAIN ROAD, 16.5 FEET WEST OF THE CENTERLINE OF THE
 FL0463'NORTH-AND-SOUTH ROAD, 7 FEET EAST OF A POWER-POLE, 2 FEET NORTH OF AN
 FL0463'EAST-AND-WEST FENCE, AND 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 FL0463'POST.  A STANDARD DISK, STAMPED H 379 1943 AND SET IN THE TOP OF A
 FL0463'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FL0463
 FL0463                          STATION RECOVERY (1966)
 FL0463
 FL0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0463 ***********************************************************************
 AO0463  DESIGNATION -  H 38
 AO0463  PID         -  AO0463
 AO0463  STATE/COUNTY-  TX/ZAVALA
 AO0463  USGS QUAD   -  LA PRYOR (1972)
 AO0463
 AO0463                         *CURRENT SURVEY CONTROL
 AO0463  ___________________________________________________________________
 AO0463* NAD 83(1986)-  28 58 50.     (N)    099 50 54.     (W)     SCALED    
 AO0463* NAVD 88     -       233.329  (meters)     765.51   (feet)  ADJUSTED  
 AO0463  ___________________________________________________________________
 AO0463  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AO0463  DYNAMIC HT  -         232.989 (meters)     764.40  (feet)  COMP
 AO0463  MODELED GRAV-     979,178.6   (mgal)                       NAVD 88
 AO0463
 AO0463  VERT ORDER  -  SECOND    CLASS 0
 AO0463
 AO0463.The horizontal coordinates were scaled from a topographic map and have
 AO0463.an estimated accuracy of +/- 6 seconds.
 AO0463
 AO0463.The orthometric height was determined by differential leveling
 AO0463.and adjusted by the National Geodetic Survey in June 1991..
 AO0463
 AO0463.The geoid height was determined by GEOID03.
 AO0463
 AO0463.The dynamic height is computed by dividing the NAVD 88
 AO0463.geopotential number by the normal gravity value computed on the
 AO0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0463.degrees latitude (g = 980.6199 gals.).
 AO0463
 AO0463.The modeled gravity was interpolated from observed gravity values.
 AO0463
 AO0463;                    North         East    Units  Estimated Accuracy
 AO0463;SPC TXSC     - 4,127,440.      517,330.      MT  (+/- 180 meters Scaled)
 AO0463
 AO0463                          SUPERSEDED SURVEY CONTROL
 AO0463
 AO0463  NGVD 29 (??/??/92)  233.204  (m)          765.10   (f) ADJ UNCH    2 0
 AO0463
 AO0463.Superseded values are not recommended for survey control.
 AO0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0463.See file dsdata.txt to determine how the superseded data were derived.
 AO0463
 AO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT173061(NAD 83)
 AO0463_MARKER: DD = SURVEY DISK
 AO0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0463_STAMPING: 1930 H-38
 AO0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0463+STABILITY: SURFACE MOTION
 AO0463
 AO0463  HISTORY     - Date     Condition        Report By
 AO0463  HISTORY     - 1930     MONUMENTED       USGS
 AO0463  HISTORY     - 1934     GOOD             NGS
 AO0463  HISTORY     - 1940     GOOD             NGS
 AO0463  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AO0463  HISTORY     - 20010507 MARK NOT FOUND   USPSQD
 AO0463
 AO0463                          STATION DESCRIPTION
 AO0463
 AO0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0463'2.5 MI N FROM LA PRYOR.
 AO0463'44 YARDS E BY 25 FT. S OF CENTER-LINE OF CROSSROADS, IN L ANGLE IN
 AO0463'FENCE LINE 4 FT. FROM EACH FENCE.  0.3 MILE S OF MILE POST B-167.
 AO0463
 AO0463                          STATION RECOVERY (1940)
 AO0463
 AO0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0463'RECOVERED IN GOOD CONDITION.
 AO0463
 AO0463                          STATION RECOVERY (1997)
 AO0463
 AO0463'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0463'MARK NOT FOUND.
 AO0463
 AO0463                          STATION RECOVERY (2001)
 AO0463
 AO0463'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AO0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0476 ***********************************************************************
 AJ0476  DESIGNATION -  H 38
 AJ0476  PID         -  AJ0476
 AJ0476  STATE/COUNTY-  TX/DUVAL
 AJ0476  USGS QUAD   -  HEBBRONVILLE SE (1967)
 AJ0476
 AJ0476                         *CURRENT SURVEY CONTROL
 AJ0476  ___________________________________________________________________
 AJ0476* NAD 83(1986)-  27 22 08.     (N)    098 35 35.     (W)     SCALED    
 AJ0476* NAVD 88     -       147.276  (meters)     483.19   (feet)  ADJUSTED  
 AJ0476  ___________________________________________________________________
 AJ0476  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AJ0476  DYNAMIC HT  -         147.041 (meters)     482.42  (feet)  COMP
 AJ0476  MODELED GRAV-     979,049.3   (mgal)                       NAVD 88
 AJ0476
 AJ0476  VERT ORDER  -  FIRST     CLASS II
 AJ0476
 AJ0476.The horizontal coordinates were scaled from a topographic map and have
 AJ0476.an estimated accuracy of +/- 6 seconds.
 AJ0476
 AJ0476.The orthometric height was determined by differential leveling
 AJ0476.and adjusted by the National Geodetic Survey in June 1991..
 AJ0476
 AJ0476.The geoid height was determined by GEOID03.
 AJ0476
 AJ0476.The dynamic height is computed by dividing the NAVD 88
 AJ0476.geopotential number by the normal gravity value computed on the
 AJ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0476.degrees latitude (g = 980.6199 gals.).
 AJ0476
 AJ0476.The modeled gravity was interpolated from observed gravity values.
 AJ0476
 AJ0476;                    North         East    Units  Estimated Accuracy
 AJ0476;SPC TX S     - 5,188,600.      290,800.      MT  (+/- 180 meters Scaled)
 AJ0476
 AJ0476                          SUPERSEDED SURVEY CONTROL
 AJ0476
 AJ0476  NGVD 29 (??/??/92)  147.310  (m)          483.30   (f) ADJ UNCH    1 2
 AJ0476
 AJ0476.Superseded values are not recommended for survey control.
 AJ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0476.See file dsdata.txt to determine how the superseded data were derived.
 AJ0476
 AJ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR402273(NAD 83)
 AJ0476_MARKER: DB = BENCH MARK DISK
 AJ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0476_STAMPING: H 38 1923 TEXAS 483.30
 AJ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0476+STABILITY: SURFACE MOTION
 AJ0476
 AJ0476  HISTORY     - Date     Condition        Report By
 AJ0476  HISTORY     - 1923     MONUMENTED       USGS
 AJ0476  HISTORY     - 1933     GOOD             NGS
 AJ0476  HISTORY     - 1967     MARK NOT FOUND   USGS
 AJ0476
 AJ0476                          STATION DESCRIPTION
 AJ0476
 AJ0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0476'0.5 MI NE FROM CRESTONIO.
 AJ0476'ON THE TEXAS-MEXICAN RR. 45 FT. E OF MILE POST 70.  35 FT. S OF TRACK.
 AJ0476
 AJ0476                          STATION RECOVERY (1967)
 AJ0476
 AJ0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AJ0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0831 ***********************************************************************
 FL0831  DESIGNATION -  H 38 USGS
 FL0831  PID         -  FL0831
 FL0831  STATE/COUNTY-  TX/HUTCHINSON
 FL0831  USGS QUAD   -  BORGER (1978)
 FL0831
 FL0831                         *CURRENT SURVEY CONTROL
 FL0831  ___________________________________________________________________
 FL0831* NAD 83(1986)-  35 38 46.     (N)    101 23 55.     (W)     SCALED    
 FL0831* NAVD 88     -       965.091  (meters)    3166.30   (feet)  ADJUSTED  
 FL0831  ___________________________________________________________________
 FL0831  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 FL0831  DYNAMIC HT  -         963.997 (meters)    3162.71  (feet)  COMP
 FL0831  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 FL0831
 FL0831  VERT ORDER  -  SECOND    CLASS 0
 FL0831
 FL0831.The horizontal coordinates were scaled from a topographic map and have
 FL0831.an estimated accuracy of +/- 6 seconds.
 FL0831
 FL0831.The orthometric height was determined by differential leveling
 FL0831.and adjusted by the National Geodetic Survey in June 1991..
 FL0831
 FL0831.The geoid height was determined by GEOID03.
 FL0831
 FL0831.The dynamic height is computed by dividing the NAVD 88
 FL0831.geopotential number by the normal gravity value computed on the
 FL0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0831.degrees latitude (g = 980.6199 gals.).
 FL0831
 FL0831.The modeled gravity was interpolated from observed gravity values.
 FL0831
 FL0831;                    North         East    Units  Estimated Accuracy
 FL0831;SPC TX N     - 1,182,620.      209,180.      MT  (+/- 180 meters Scaled)
 FL0831
 FL0831                          SUPERSEDED SURVEY CONTROL
 FL0831
 FL0831  NGVD 29 (??/??/92)  964.624  (m)         3164.77   (f) ADJ UNCH    2 0
 FL0831
 FL0831.Superseded values are not recommended for survey control.
 FL0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0831.See file dsdata.txt to determine how the superseded data were derived.
 FL0831
 FL0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE828473(NAD 83)
 FL0831_MARKER: DD = SURVEY DISK
 FL0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0831_STAMPING: H 38 1927
 FL0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0831+STABILITY: SURFACE MOTION
 FL0831
 FL0831  HISTORY     - Date     Condition        Report By
 FL0831  HISTORY     - 1927     MONUMENTED       USGS
 FL0831  HISTORY     - 1943     MARK NOT FOUND   NGS
 FL0831
 FL0831                          STATION DESCRIPTION
 FL0831
 FL0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0831'1.2 MI S FROM BORGER.
 FL0831'1.2 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM BORGER,
 FL0831'HUTCHINSON COUNTY, 0.3 MILE SOUTH OF AN UNDERPASS, 0.2 MILE WEST OF
 FL0831'STATE HIGHWAY 117, AT THE POINT WHERE A ROAD CROSSES FIVE TRACKS, 94
 FL0831'FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE MAIN TRACK, 74
 FL0831'FEET SOUTH OF THE CENTERLINE OF THE OLD ROAD AND SET IN THE TOP OF A
 FL0831'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0637 ***********************************************************************
 GK0637  DESIGNATION -  H 380
 GK0637  PID         -  GK0637
 GK0637  STATE/COUNTY-  TX/SHERMAN
 GK0637  USGS QUAD   -  CAPPS SWITCH (1972)
 GK0637
 GK0637                         *CURRENT SURVEY CONTROL
 GK0637  ___________________________________________________________________
 GK0637* NAD 83(1986)-  36 03 08.     (N)    101 38 59.     (W)     SCALED    
 GK0637* NAVD 88     -      1028.918  (meters)    3375.71   (feet)  ADJUSTED  
 GK0637  ___________________________________________________________________
 GK0637  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 GK0637  DYNAMIC HT  -        1027.767 (meters)    3371.93  (feet)  COMP
 GK0637  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 GK0637
 GK0637  VERT ORDER  -  SECOND    CLASS 0
 GK0637
 GK0637.The horizontal coordinates were scaled from a topographic map and have
 GK0637.an estimated accuracy of +/- 6 seconds.
 GK0637
 GK0637.The orthometric height was determined by differential leveling
 GK0637.and adjusted by the National Geodetic Survey in June 1991..
 GK0637
 GK0637.The geoid height was determined by GEOID03.
 GK0637
 GK0637.The dynamic height is computed by dividing the NAVD 88
 GK0637.geopotential number by the normal gravity value computed on the
 GK0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0637.degrees latitude (g = 980.6199 gals.).
 GK0637
 GK0637.The modeled gravity was interpolated from observed gravity values.
 GK0637
 GK0637;                    North         East    Units  Estimated Accuracy
 GK0637;SPC TX N     - 1,227,680.      186,510.      MT  (+/- 180 meters Scaled)
 GK0637
 GK0637                          SUPERSEDED SURVEY CONTROL
 GK0637
 GK0637  NGVD 29 (??/??/92) 1028.430  (m)         3374.11   (f) ADJ UNCH    2 0
 GK0637
 GK0637.Superseded values are not recommended for survey control.
 GK0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0637.See file dsdata.txt to determine how the superseded data were derived.
 GK0637
 GK0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE613929(NAD 83)
 GK0637_MARKER: DB = BENCH MARK DISK
 GK0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0637_STAMPING: H 380 1943
 GK0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0637+STABILITY: SURFACE MOTION
 GK0637
 GK0637  HISTORY     - Date     Condition        Report By
 GK0637  HISTORY     - 1943     MONUMENTED       CGS
 GK0637  HISTORY     - 1971     MARK NOT FOUND   USGS
 GK0637
 GK0637                          STATION DESCRIPTION
 GK0637
 GK0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0637'10.8 MI NW FROM MORSE.
 GK0637'THIS MARK IS ABOUT 10.0 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0637'GULF RAILWAY AND ABOUT 0.8 MILE NORTH ALONG A GRADED ROAD FROM THE
 GK0637'RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY, 0.8 MILE NORTH OF CAPPS,
 GK0637'SET IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF THE ROAD AND A
 GK0637'EAST-WEST CROSS ROAD, 50.0 FEET SOUTH OF THE CENTER LINE OF THE CROSS
 GK0637'ROAD, 45.0 FEET EAST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 GK0637'3-INCHES ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE
 GK0637'POST.
 GK0637
 GK0637                          STATION RECOVERY (1971)
 GK0637
 GK0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GK0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0442 ***********************************************************************
 FM0442  DESIGNATION -  H 381
 FM0442  PID         -  FM0442
 FM0442  STATE/COUNTY-  TX/HARTLEY
 FM0442  USGS QUAD   -  PROCTOR RANCH (1971)
 FM0442
 FM0442                         *CURRENT SURVEY CONTROL
 FM0442  ___________________________________________________________________
 FM0442* NAD 83(1986)-  35 39 47.     (N)    102 36 36.     (W)     SCALED    
 FM0442* NAVD 88     -      1159.008  (meters)    3802.51   (feet)  ADJUSTED  
 FM0442  ___________________________________________________________________
 FM0442  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 FM0442  DYNAMIC HT  -        1157.649 (meters)    3798.05  (feet)  COMP
 FM0442  MODELED GRAV-     979,420.5   (mgal)                       NAVD 88
 FM0442
 FM0442  VERT ORDER  -  SECOND    CLASS 0
 FM0442
 FM0442.The horizontal coordinates were scaled from a topographic map and have
 FM0442.an estimated accuracy of +/- 6 seconds.
 FM0442
 FM0442.The orthometric height was determined by differential leveling
 FM0442.and adjusted by the National Geodetic Survey in June 1991..
 FM0442
 FM0442.The geoid height was determined by GEOID03.
 FM0442
 FM0442.The dynamic height is computed by dividing the NAVD 88
 FM0442.geopotential number by the normal gravity value computed on the
 FM0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0442.degrees latitude (g = 980.6199 gals.).
 FM0442
 FM0442.The modeled gravity was interpolated from observed gravity values.
 FM0442
 FM0442;                    North         East    Units  Estimated Accuracy
 FM0442;SPC TX N     - 1,185,060.       99,500.      MT  (+/- 180 meters Scaled)
 FM0442
 FM0442                          SUPERSEDED SURVEY CONTROL
 FM0442
 FM0442  NGVD 29 (??/??/92) 1158.485  (m)         3800.80   (f) ADJ UNCH    2 0
 FM0442
 FM0442.Superseded values are not recommended for survey control.
 FM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0442.See file dsdata.txt to determine how the superseded data were derived.
 FM0442
 FM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV163492(NAD 83)
 FM0442_MARKER: DB = BENCH MARK DISK
 FM0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0442_STAMPING: H 381 1943
 FM0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0442+STABILITY: SURFACE MOTION
 FM0442
 FM0442  HISTORY     - Date     Condition        Report By
 FM0442  HISTORY     - 1943     MONUMENTED       CGS
 FM0442  HISTORY     - 1971     GOOD             USGS
 FM0442
 FM0442                          STATION DESCRIPTION
 FM0442
 FM0442'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0442'16.0 MI W FROM CHANNING.
 FM0442'TO REACH THE MARK FROM THE JUNCTION OF US HWY 385, TEXAS HWY 354 AND
 FM0442'TEXAS FARM ROAD 767 IN CHANNING, TEXAS, GO WEST ON FARM ROAD 767 FOR
 FM0442'16.0 MILES NEAR THE TOP OF A HILL AT A DIRT ROAD SOUTH AND A FENCE
 FM0442'LINE NORTH.  THE MARK IS 32 FT. SOUTH OF THE CENTERLINE OF THE
 FM0442'HIGHWAY, 21 FT. EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH AND
 FM0442'20 FT. NORTH OF THE SOUTH R.O.W. FENCE.  A STANDARD DISK STAMPED H 381
 FM0442'1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0449 ***********************************************************************
 CA0449  DESIGNATION -  H 382
 CA0449  PID         -  CA0449
 CA0449  STATE/COUNTY-  TX/BROWN
 CA0449  USGS QUAD   -  THRIFTY (1977)
 CA0449
 CA0449                         *CURRENT SURVEY CONTROL
 CA0449  ___________________________________________________________________
 CA0449* NAD 83(1986)-  31 49 17.     (N)    099 10 22.     (W)     SCALED    
 CA0449* NAVD 88     -       438.870  (meters)    1439.86   (feet)  ADJUSTED  
 CA0449  ___________________________________________________________________
 CA0449  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CA0449  DYNAMIC HT  -         438.296 (meters)    1437.98  (feet)  COMP
 CA0449  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 CA0449
 CA0449  VERT ORDER  -  SECOND    CLASS 0
 CA0449
 CA0449.The horizontal coordinates were scaled from a topographic map and have
 CA0449.an estimated accuracy of +/- 6 seconds.
 CA0449
 CA0449.The orthometric height was determined by differential leveling
 CA0449.and adjusted by the National Geodetic Survey in June 1991..
 CA0449
 CA0449.The geoid height was determined by GEOID03.
 CA0449
 CA0449.The dynamic height is computed by dividing the NAVD 88
 CA0449.geopotential number by the normal gravity value computed on the
 CA0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0449.degrees latitude (g = 980.6199 gals.).
 CA0449
 CA0449.The modeled gravity was interpolated from observed gravity values.
 CA0449
 CA0449;                    North         East    Units  Estimated Accuracy
 CA0449;SPC TX C     - 3,239,450.      809,870.      MT  (+/- 180 meters Scaled)
 CA0449
 CA0449                          SUPERSEDED SURVEY CONTROL
 CA0449
 CA0449  NGVD 29 (??/??/92)  438.764  (m)         1439.51   (f) ADJ UNCH    2 0
 CA0449
 CA0449.Superseded values are not recommended for survey control.
 CA0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0449.See file dsdata.txt to determine how the superseded data were derived.
 CA0449
 CA0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA836206(NAD 83)
 CA0449_MARKER: DB = BENCH MARK DISK
 CA0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0449_SP_SET: BRIDGE
 CA0449_STAMPING: H 382 1943
 CA0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0449
 CA0449  HISTORY     - Date     Condition        Report By
 CA0449  HISTORY     - 1943     MONUMENTED       CGS
 CA0449  HISTORY     - 1969     GOOD             USGS
 CA0449
 CA0449                          STATION DESCRIPTION
 CA0449
 CA0449'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 CA0449'6.3 MI SW FROM GROSVENOR.
 CA0449'BANGS, 2.0 MILES WEST OF ON U.S. 67 AND 84 TO STATE FARM ROAD 585.
 CA0449'THEN NORTH ON F.R. 585 FOR 6.8 MILES TO A GRADED T-RD. WEST.  TURN
 CA0449'LEFT AND DRIVE WEST ON GRADED COUNTY ROAD 0.5 MI. TO THE WEST BRIDGE
 CA0449'OF TWO.  12 FT. SOUTH OF THE ROAD CENTER-LINE, IN THE WEST END OF THE
 CA0449'CONCRETE BASE OF THE SOUTH GUARDWALL, A STD.  USC AND GS DISK STAMPED
 CA0449'H-382 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0464 ***********************************************************************
 CT0464  DESIGNATION -  H 383
 CT0464  PID         -  CT0464
 CT0464  STATE/COUNTY-  TX/BROWN
 CT0464  USGS QUAD   -  CROSS CUT (1987)
 CT0464
 CT0464                         *CURRENT SURVEY CONTROL
 CT0464  ___________________________________________________________________
 CT0464* NAD 83(1986)-  32 00 31.     (N)    099 07 54.     (W)     SCALED    
 CT0464* NAVD 88     -       463.309  (meters)    1520.04   (feet)  ADJUSTED  
 CT0464  ___________________________________________________________________
 CT0464  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CT0464  DYNAMIC HT  -         462.706 (meters)    1518.06  (feet)  COMP
 CT0464  MODELED GRAV-     979,324.1   (mgal)                       NAVD 88
 CT0464
 CT0464  VERT ORDER  -  SECOND    CLASS 0
 CT0464
 CT0464.The horizontal coordinates were scaled from a topographic map and have
 CT0464.an estimated accuracy of +/- 6 seconds.
 CT0464
 CT0464.The orthometric height was determined by differential leveling
 CT0464.and adjusted by the National Geodetic Survey in June 1991..
 CT0464
 CT0464.The geoid height was determined by GEOID03.
 CT0464
 CT0464.The dynamic height is computed by dividing the NAVD 88
 CT0464.geopotential number by the normal gravity value computed on the
 CT0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0464.degrees latitude (g = 980.6199 gals.).
 CT0464
 CT0464.The modeled gravity was interpolated from observed gravity values.
 CT0464
 CT0464;                    North         East    Units  Estimated Accuracy
 CT0464;SPC TX C     - 3,260,250.      813,540.      MT  (+/- 180 meters Scaled)
 CT0464
 CT0464                          SUPERSEDED SURVEY CONTROL
 CT0464
 CT0464  NGVD 29 (??/??/92)  463.189  (m)         1519.65   (f) ADJ UNCH    2 0
 CT0464
 CT0464.Superseded values are not recommended for survey control.
 CT0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0464.See file dsdata.txt to determine how the superseded data were derived.
 CT0464
 CT0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA875413(NAD 83)
 CT0464_MARKER: DB = BENCH MARK DISK
 CT0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0464_SP_SET: BRIDGE
 CT0464_STAMPING: H 383 1943
 CT0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0464
 CT0464  HISTORY     - Date     Condition        Report By
 CT0464  HISTORY     - 1943     MONUMENTED       CGS
 CT0464  HISTORY     - 1954     GOOD             NGS
 CT0464  HISTORY     - 1960     MARK NOT FOUND   USGS
 CT0464
 CT0464                          STATION DESCRIPTION
 CT0464
 CT0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0464'1.8 MI S FROM CROSS CUT.
 CT0464'1.8 MILES SOUTH OF THE POST OFFICE AND CROSS ROADS AT CROSS CUT, ALONG
 CT0464'THE WEST SIDE OF HIGHWAY NO. 279, 43 FEET OF THE CENTERLINE OF THE
 CT0464'HIGHWAY, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE AND ABOUT 56 YARDS
 CT0464'NORTH, NORTHWEST OF THE CENTER OF A CONCRETE CULVERT.  A STANDARD DISK
 CT0464'STAMPED H 383 RESET 1954, SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 CT0464'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  NOTE-- THIS MARK WAS ON A
 CT0464'BRIDGE THAT WAS REBUILT.
 CT0464
 CT0464                          STATION RECOVERY (1960)
 CT0464
 CT0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CT0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0465 ***********************************************************************
 CT0465  DESIGNATION -  H 383 RESET 1954
 CT0465  PID         -  CT0465
 CT0465  STATE/COUNTY-  TX/BROWN
 CT0465  USGS QUAD   -  CROSS CUT (1987)
 CT0465
 CT0465                         *CURRENT SURVEY CONTROL
 CT0465  ___________________________________________________________________
 CT0465* NAD 83(1986)-  32 00 31.     (N)    099 07 53.     (W)     SCALED    
 CT0465* NAVD 88     -       463.16   (meters)    1519.6    (feet)  RESET     
 CT0465  ___________________________________________________________________
 CT0465  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CT0465
 CT0465  VERT ORDER  -  THIRD
 CT0465
 CT0465.The horizontal coordinates were scaled from a topographic map and have
 CT0465.an estimated accuracy of +/- 6 seconds.
 CT0465
 CT0465.The orthometric height was computed from unverified reset data.
 CT0465
 CT0465.The geoid height was determined by GEOID03.
 CT0465
 CT0465;                    North         East    Units  Estimated Accuracy
 CT0465;SPC TX C     - 3,260,250.      813,570.      MT  (+/- 180 meters Scaled)
 CT0465
 CT0465                          SUPERSEDED SURVEY CONTROL
 CT0465
 CT0465.No superseded survey control is available for this station.
 CT0465
 CT0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA875413(NAD 83)
 CT0465_MARKER: DB = BENCH MARK DISK
 CT0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0465_STAMPING: H 383 RESET 1954
 CT0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0465+STABILITY: SURFACE MOTION
 CT0465
 CT0465  HISTORY     - Date     Condition        Report By
 CT0465  HISTORY     - 1954     MONUMENTED       CGS
 CT0465
 CT0465                          STATION DESCRIPTION
 CT0465
 CT0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CT0465'1.8 MI S FROM CROSS CUT.
 CT0465'1.8 MILES SOUTH OF THE POST OFFICE AND CROSS ROADS AT CROSS CUT, ALONG
 CT0465'THE WEST SIDE OF HIGHWAY NO. 279, 43 FEET WEST OF THE CENTERLINE OF
 CT0465'THE HIGHWAY, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE AND ABOUT 56 YARDS
 CT0465'NORTH, NORTHWEST OF THE CENTER OF A CONCRETE CULVERT. A STANDARD DISK
 CT0465'STAMPED H 383 RESET 1954, SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 CT0465'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2224 ***********************************************************************
 CS2224  DESIGNATION -  H 384
 CS2224  PID         -  CS2224
 CS2224  STATE/COUNTY-  TX/JOHNSON
 CS2224  USGS QUAD   -  BRAZOS POINT (1979)
 CS2224
 CS2224                         *CURRENT SURVEY CONTROL
 CS2224  ___________________________________________________________________
 CS2224* NAD 83(1986)-  32 12 51.     (N)    097 36 19.     (W)     SCALED    
 CS2224* NAVD 88     -       206.595  (meters)     677.80   (feet)  ADJUSTED  
 CS2224  ___________________________________________________________________
 CS2224  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CS2224  DYNAMIC HT  -         206.343 (meters)     676.98  (feet)  COMP
 CS2224  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 CS2224
 CS2224  VERT ORDER  -  SECOND    CLASS 0
 CS2224
 CS2224.The horizontal coordinates were scaled from a topographic map and have
 CS2224.an estimated accuracy of +/- 6 seconds.
 CS2224
 CS2224.The orthometric height was determined by differential leveling
 CS2224.and adjusted by the National Geodetic Survey in June 1991..
 CS2224
 CS2224.The geoid height was determined by GEOID03.
 CS2224
 CS2224.The dynamic height is computed by dividing the NAVD 88
 CS2224.geopotential number by the normal gravity value computed on the
 CS2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2224.degrees latitude (g = 980.6199 gals.).
 CS2224
 CS2224.The modeled gravity was interpolated from observed gravity values.
 CS2224
 CS2224;                    North         East    Units  Estimated Accuracy
 CS2224;SPC TXNC     - 2,061,070.      684,350.      MT  (+/- 180 meters Scaled)
 CS2224
 CS2224                          SUPERSEDED SURVEY CONTROL
 CS2224
 CS2224  NGVD 29 (??/??/92)  206.569  (m)          677.72   (f) ADJ UNCH    2 0
 CS2224
 CS2224.Superseded values are not recommended for survey control.
 CS2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2224.See file dsdata.txt to determine how the superseded data were derived.
 CS2224
 CS2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA314650(NAD 83)
 CS2224_MARKER: DB = BENCH MARK DISK
 CS2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2224_STAMPING: H 384 1943
 CS2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2224+STABILITY: SURFACE MOTION
 CS2224
 CS2224  HISTORY     - Date     Condition        Report By
 CS2224  HISTORY     - 1943     MONUMENTED       CGS
 CS2224  HISTORY     - 1968     GOOD             USGS
 CS2224  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2224  HISTORY     - 19940329 GOOD             USPSQD
 CS2224  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS2224
 CS2224                          STATION DESCRIPTION
 CS2224
 CS2224'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 CS2224'2.4 MI NE FROM BRAZOS POINT.
 CS2224'FROM THE JCT OF F.M. 56 AND THE COUNTY ROAD IN BRAZOS POINT PROCEED
 CS2224'NORTHEAST ALONG THE COUNTY ROAD 2.4 MILES, CROSSING BRAZOS RIVER AT
 CS2224'1.6 MI., 190 FT. SOUTH OF THE SOUTH END OF A WOODEN BRIDGE, 27 FT.
 CS2224'EAST OF THE CENTERLINE OF THE ROAD, AND ONE FT. WEST OF FENCE, A DISK
 CS2224'SET IN TOP OF CONCRETE POST.
 CS2224
 CS2224                          STATION RECOVERY (1991)
 CS2224
 CS2224'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWM)
 CS2224'MARK NOT FOUND.
 CS2224
 CS2224                          STATION RECOVERY (1994)
 CS2224
 CS2224'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2224'RECOVERED IN GOOD CONDITION.
 CS2224
 CS2224                          STATION RECOVERY (1999)
 CS2224
 CS2224'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0536 ***********************************************************************
 CS0536  DESIGNATION -  H 386
 CS0536  PID         -  CS0536
 CS0536  STATE/COUNTY-  TX/NAVARRO
 CS0536  USGS QUAD   -  CHATFIELD (1961)
 CS0536
 CS0536                         *CURRENT SURVEY CONTROL
 CS0536  ___________________________________________________________________
 CS0536* NAD 83(1986)-  32 12 04.     (N)    096 27 35.     (W)     SCALED    
 CS0536* NAVD 88     -       112.629  (meters)     369.52   (feet)  ADJUSTED  
 CS0536  ___________________________________________________________________
 CS0536  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CS0536  DYNAMIC HT  -         112.499 (meters)     369.09  (feet)  COMP
 CS0536  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 CS0536
 CS0536  VERT ORDER  -  SECOND    CLASS 0
 CS0536
 CS0536.The horizontal coordinates were scaled from a topographic map and have
 CS0536.an estimated accuracy of +/- 6 seconds.
 CS0536
 CS0536.The orthometric height was determined by differential leveling
 CS0536.and adjusted by the National Geodetic Survey in June 1991..
 CS0536
 CS0536.The geoid height was determined by GEOID03.
 CS0536
 CS0536.The dynamic height is computed by dividing the NAVD 88
 CS0536.geopotential number by the normal gravity value computed on the
 CS0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0536.degrees latitude (g = 980.6199 gals.).
 CS0536
 CS0536.The modeled gravity was interpolated from observed gravity values.
 CS0536
 CS0536;                    North         East    Units  Estimated Accuracy
 CS0536;SPC TXNC     - 2,061,130.      792,360.      MT  (+/- 180 meters Scaled)
 CS0536
 CS0536                          SUPERSEDED SURVEY CONTROL
 CS0536
 CS0536  NGVD 29 (??/??/92)  112.631  (m)          369.52   (f) ADJ UNCH    2 0
 CS0536
 CS0536.Superseded values are not recommended for survey control.
 CS0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0536.See file dsdata.txt to determine how the superseded data were derived.
 CS0536
 CS0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA394655(NAD 83)
 CS0536_MARKER: DB = BENCH MARK DISK
 CS0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0536_STAMPING: H 386 1946
 CS0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0536+STABILITY: SURFACE MOTION
 CS0536
 CS0536  HISTORY     - Date     Condition        Report By
 CS0536  HISTORY     - 1946     MONUMENTED       CGS
 CS0536  HISTORY     - 1961     GOOD             NGS
 CS0536
 CS0536                          STATION DESCRIPTION
 CS0536
 CS0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0536'4.7 MI SW FROM CHATFIELD.
 CS0536'4.7 MILES SOUTHWEST ALONG A GRAVELED COUNTY ROAD FROM THE METHODIST
 CS0536'CHURCH AT CHATFIELD, 1.6 MILES SOUTHWEST OF THE CROSS ROADS AT TUPELO,
 CS0536'1.0 MILE NORTHEAST OF THE JUNCTION OF THE GRAVELED COUNTY ROAD AND
 CS0536'U.S. HIGHWAYS 75 AND 287, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CS0536'GRAVEL ROAD, 46 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD
 CS0536'LEADING SOUTHEAST, 2 FEET NORTH OF A 4X4 MARKER POST.  A BRONZE DISK
 CS0536'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 CS0536'GROUND.  NOTE-- IT IS ALONG THE SOUTHEAST SIDE OF F.M. ROAD 1603, AND
 CS0536'0.9 MILE NORTHEAST OF THE JUNCTION OF FM 1603 AND U.S. HIGHWAY 75. THE
 CS0536'MARK IS 3.27 MILES SOUTHEAST ALONG U.S. HIGHWAY 75 (INTERSTATE HIGHWAY
 CS0536'45) FROM THE JUNCTION OF THE HIGHWAY AND MAINE STREET AT RICE.
 CS0536
 CS0536                          STATION RECOVERY (1961)
 CS0536
 CS0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CS0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0890 ***********************************************************************
 CS0890  DESIGNATION -  H 387
 CS0890  PID         -  CS0890
 CS0890  STATE/COUNTY-  TX/NAVARRO
 CS0890  USGS QUAD   -  EMHOUSE (1978)
 CS0890
 CS0890                         *CURRENT SURVEY CONTROL
 CS0890  ___________________________________________________________________
 CS0890* NAD 83(1986)-  32 12 41.     (N)    096 30 04.     (W)     SCALED    
 CS0890* NAVD 88     -       112.663  (meters)     369.63   (feet)  ADJUSTED  
 CS0890  ___________________________________________________________________
 CS0890  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CS0890  DYNAMIC HT  -         112.533 (meters)     369.20  (feet)  COMP
 CS0890  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CS0890
 CS0890  VERT ORDER  -  SECOND    CLASS 0
 CS0890
 CS0890.The horizontal coordinates were scaled from a topographic map and have
 CS0890.an estimated accuracy of +/- 6 seconds.
 CS0890
 CS0890.The orthometric height was determined by differential leveling
 CS0890.and adjusted by the National Geodetic Survey in June 1991..
 CS0890
 CS0890.The geoid height was determined by GEOID03.
 CS0890
 CS0890.The dynamic height is computed by dividing the NAVD 88
 CS0890.geopotential number by the normal gravity value computed on the
 CS0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0890.degrees latitude (g = 980.6199 gals.).
 CS0890
 CS0890.The modeled gravity was interpolated from observed gravity values.
 CS0890
 CS0890;                    North         East    Units  Estimated Accuracy
 CS0890;SPC TXNC     - 2,062,200.      788,430.      MT  (+/- 180 meters Scaled)
 CS0890
 CS0890                          SUPERSEDED SURVEY CONTROL
 CS0890
 CS0890  NGVD 29 (??/??/92)  112.662  (m)          369.63   (f) ADJ UNCH    2 0
 CS0890
 CS0890.Superseded values are not recommended for survey control.
 CS0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0890.See file dsdata.txt to determine how the superseded data were derived.
 CS0890
 CS0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA355666(NAD 83)
 CS0890_MARKER: DB = BENCH MARK DISK
 CS0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0890_STAMPING: H 387 1946
 CS0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0890+STABILITY: SURFACE MOTION
 CS0890
 CS0890  HISTORY     - Date     Condition        Report By
 CS0890  HISTORY     - 1946     MONUMENTED       CGS
 CS0890
 CS0890                          STATION DESCRIPTION
 CS0890
 CS0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0890'5.9 MI NE FROM EMHOUSE.
 CS0890'5.9 MILES NORTHEAST ALONG A COUNTY DIRT ROAD FROM THE FORT WORTH AND
 CS0890'DENVER CITY RAILROAD STATION AT EMHOUSE, 0.2 MILE NORTHEAST OF A
 CS0890'WOODEN BRIDGE OVER A CREEK, 190.0 FEET NORTHEAST OF THE CENTER LINE OF
 CS0890'A ROAD LEADING NORTHWEST, 56.5 FEET SOUTHWEST OF A 36 INCH OAK TREE,
 CS0890'27.5 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 7.0 FEET NORTHWEST
 CS0890'OF THE RIGHT OF WAY FENCE, 2.6 FEET SOUTHWEST OF A 4X4 MARKER POST,
 CS0890'ABOUT LEVEL WITH THE ROAD.  A BRONZE DISC SET IN THE TOP OF A CONCRETE
 CS0890'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1371 ***********************************************************************
 AY1371  DESIGNATION -  H 39
 AY1371  PID         -  AY1371
 AY1371  STATE/COUNTY-  TX/ZAVALA
 AY1371  USGS QUAD   -  PULLIAM RANCH (1960)
 AY1371
 AY1371                         *CURRENT SURVEY CONTROL
 AY1371  ___________________________________________________________________
 AY1371* NAD 83(1986)-  29 02 15.     (N)    099 51 29.     (W)     SCALED    
 AY1371* NAVD 88     -       245.965  (meters)     806.97   (feet)  ADJUSTED  
 AY1371  ___________________________________________________________________
 AY1371  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AY1371  DYNAMIC HT  -         245.607 (meters)     805.80  (feet)  COMP
 AY1371  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AY1371
 AY1371  VERT ORDER  -  SECOND    CLASS 0
 AY1371
 AY1371.The horizontal coordinates were scaled from a topographic map and have
 AY1371.an estimated accuracy of +/- 6 seconds.
 AY1371
 AY1371.The orthometric height was determined by differential leveling
 AY1371.and adjusted by the National Geodetic Survey in June 1991..
 AY1371
 AY1371.The geoid height was determined by GEOID03.
 AY1371
 AY1371.The dynamic height is computed by dividing the NAVD 88
 AY1371.geopotential number by the normal gravity value computed on the
 AY1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1371.degrees latitude (g = 980.6199 gals.).
 AY1371
 AY1371.The modeled gravity was interpolated from observed gravity values.
 AY1371
 AY1371;                    North         East    Units  Estimated Accuracy
 AY1371;SPC TXSC     - 4,133,760.      516,430.      MT  (+/- 180 meters Scaled)
 AY1371
 AY1371                          SUPERSEDED SURVEY CONTROL
 AY1371
 AY1371  NGVD 29 (??/??/92)  245.837  (m)          806.55   (f) ADJ UNCH    2 0
 AY1371
 AY1371.Superseded values are not recommended for survey control.
 AY1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1371.See file dsdata.txt to determine how the superseded data were derived.
 AY1371
 AY1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT164124(NAD 83)
 AY1371_MARKER: DB = BENCH MARK DISK
 AY1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1371_STAMPING: 1930 H-39
 AY1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1371+STABILITY: SURFACE MOTION
 AY1371
 AY1371  HISTORY     - Date     Condition        Report By
 AY1371  HISTORY     - 1930     MONUMENTED       USGS
 AY1371  HISTORY     - 1934     GOOD             NGS
 AY1371  HISTORY     - 1940     GOOD             NGS
 AY1371  HISTORY     - 20010517 MARK NOT FOUND   USPSQD
 AY1371
 AY1371                          STATION DESCRIPTION
 AY1371
 AY1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AY1371'6.6 MI N FROM LA PRYOR.
 AY1371'ABOUT 2.87 MILES SE OF NUECES RIVER BRIDGE.  ON NE EDGE OF STATE
 AY1371'HIGHWAY.  2 FT. SW OF FENCE LINE.  0.2 MILE S OF MILE POST B-171.
 AY1371
 AY1371                          STATION RECOVERY (1940)
 AY1371
 AY1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AY1371'RECOVERED IN GOOD CONDITION.
 AY1371
 AY1371                          STATION RECOVERY (2001)
 AY1371
 AY1371'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0766 ***********************************************************************
 BZ0766  DESIGNATION -  H 39
 BZ0766  PID         -  BZ0766
 BZ0766  STATE/COUNTY-  TX/HILL
 BZ0766  USGS QUAD   -  WHITNEY (1979)
 BZ0766
 BZ0766                         *CURRENT SURVEY CONTROL
 BZ0766  ___________________________________________________________________
 BZ0766* NAD 83(1986)-  31 58 21.     (N)    097 16 28.     (W)     SCALED    
 BZ0766* NAVD 88     -       181.258  (meters)     594.68   (feet)  ADJUSTED  
 BZ0766  ___________________________________________________________________
 BZ0766  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BZ0766  DYNAMIC HT  -         181.034 (meters)     593.94  (feet)  COMP
 BZ0766  MODELED GRAV-     979,401.1   (mgal)                       NAVD 88
 BZ0766
 BZ0766  VERT ORDER  -  SECOND    CLASS 0
 BZ0766
 BZ0766.The horizontal coordinates were scaled from a topographic map and have
 BZ0766.an estimated accuracy of +/- 6 seconds.
 BZ0766
 BZ0766.The orthometric height was determined by differential leveling
 BZ0766.and adjusted by the National Geodetic Survey in June 1991..
 BZ0766
 BZ0766.The geoid height was determined by GEOID03.
 BZ0766
 BZ0766.The dynamic height is computed by dividing the NAVD 88
 BZ0766.geopotential number by the normal gravity value computed on the
 BZ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0766.degrees latitude (g = 980.6199 gals.).
 BZ0766
 BZ0766.The modeled gravity was interpolated from observed gravity values.
 BZ0766
 BZ0766;                    North         East    Units  Estimated Accuracy
 BZ0766;SPC TXNC     - 2,034,590.      715,840.      MT  (+/- 180 meters Scaled)
 BZ0766
 BZ0766                          SUPERSEDED SURVEY CONTROL
 BZ0766
 BZ0766  NGVD 29 (??/??/92)  181.219  (m)          594.55   (f) ADJ UNCH    2 0
 BZ0766
 BZ0766.Superseded values are not recommended for survey control.
 BZ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0766.See file dsdata.txt to determine how the superseded data were derived.
 BZ0766
 BZ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA630386(NAD 83)
 BZ0766_MARKER: DD = SURVEY DISK
 BZ0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0766_STAMPING: H 39 1923 594.549
 BZ0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0766+STABILITY: SURFACE MOTION
 BZ0766
 BZ0766  HISTORY     - Date     Condition        Report By
 BZ0766  HISTORY     - 1923     MONUMENTED       USGS
 BZ0766  HISTORY     - 1958     GOOD             NGS
 BZ0766  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ0766  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0766
 BZ0766                          STATION DESCRIPTION
 BZ0766
 BZ0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BZ0766'3.3 MI E FROM WHITNEY.
 BZ0766'IT IS ABOUT 29 YARDS NORTH OF THE CENTERLINE OF HIGHWAY NO. 22, 21
 BZ0766'FEET WEST OF THE CENTERLINE OF A DIRT ROAD LEADING NORTH FROM THE
 BZ0766'HIGHWAY, 1 FOOT NORTHWEST OF A FENCE CORNER, 2 FEET NORTH OF A 4 X 4
 BZ0766'POST AND ABOUT 20 YARDS NORTH OF THE WEST END OF A CULVERT UNDER THE
 BZ0766'ROAD NORTH.  A STANDARD U.S.G.S. DISK IN A CONCRETE POST WHICH IS
 BZ0766'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 BZ0766
 BZ0766                          STATION RECOVERY (1999)
 BZ0766
 BZ0766'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0766'MARK NOT FOUND.
 BZ0766
 BZ0766                          STATION RECOVERY (2003)
 BZ0766
 BZ0766'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0478 ***********************************************************************
 AJ0478  DESIGNATION -  H 39
 AJ0478  PID         -  AJ0478
 AJ0478  STATE/COUNTY-  TX/JIM HOGG
 AJ0478  USGS QUAD   -  HEBBRONVILLE SE (1967)
 AJ0478
 AJ0478                         *CURRENT SURVEY CONTROL
 AJ0478  ___________________________________________________________________
 AJ0478* NAD 83(1986)-  27 19 51.     (N)    098 36 36.     (W)     SCALED    
 AJ0478* NAVD 88     -       153.788  (meters)     504.55   (feet)  ADJUSTED  
 AJ0478  ___________________________________________________________________
 AJ0478  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AJ0478  DYNAMIC HT  -         153.542 (meters)     503.75  (feet)  COMP
 AJ0478  MODELED GRAV-     979,044.7   (mgal)                       NAVD 88
 AJ0478
 AJ0478  VERT ORDER  -  FIRST     CLASS II
 AJ0478
 AJ0478.The horizontal coordinates were scaled from a topographic map and have
 AJ0478.an estimated accuracy of +/- 6 seconds.
 AJ0478
 AJ0478.The orthometric height was determined by differential leveling
 AJ0478.and adjusted by the National Geodetic Survey in June 1991..
 AJ0478
 AJ0478.The geoid height was determined by GEOID03.
 AJ0478
 AJ0478.The dynamic height is computed by dividing the NAVD 88
 AJ0478.geopotential number by the normal gravity value computed on the
 AJ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0478.degrees latitude (g = 980.6199 gals.).
 AJ0478
 AJ0478.The modeled gravity was interpolated from observed gravity values.
 AJ0478
 AJ0478;                    North         East    Units  Estimated Accuracy
 AJ0478;SPC TX S     - 5,184,380.      289,120.      MT  (+/- 180 meters Scaled)
 AJ0478
 AJ0478                          SUPERSEDED SURVEY CONTROL
 AJ0478
 AJ0478  NGVD 29 (??/??/92)  153.823  (m)          504.67   (f) ADJ UNCH    1 2
 AJ0478
 AJ0478.Superseded values are not recommended for survey control.
 AJ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0478.See file dsdata.txt to determine how the superseded data were derived.
 AJ0478
 AJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR385231(NAD 83)
 AJ0478_MARKER: DB = BENCH MARK DISK
 AJ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0478_STAMPING: H 39 1923 TEXAS 504.67
 AJ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0478+STABILITY: SURFACE MOTION
 AJ0478
 AJ0478  HISTORY     - Date     Condition        Report By
 AJ0478  HISTORY     - 1923     MONUMENTED       USGS
 AJ0478  HISTORY     - 1933     GOOD             NGS
 AJ0478  HISTORY     - 1934     GOOD             NGS
 AJ0478
 AJ0478                          STATION DESCRIPTION
 AJ0478
 AJ0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0478'2.5 MI SW FROM CRESTONIO.
 AJ0478'ON THE TEXAS-MEXICAN RR. 260 FT. S OF MILE POST 67.  75 FT. E OF
 AJ0478'TRACK.
 AJ0478
 AJ0478                          STATION RECOVERY (1934)
 AJ0478
 AJ0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0511 ***********************************************************************
 CS0511  DESIGNATION -  H 390
 CS0511  PID         -  CS0511
 CS0511  STATE/COUNTY-  TX/NAVARRO
 CS0511  USGS QUAD   -  BAZETTE (1976)
 CS0511
 CS0511                         *CURRENT SURVEY CONTROL
 CS0511  ___________________________________________________________________
 CS0511* NAD 83(1986)-  32 12 24.     (N)    096 18 10.     (W)     SCALED    
 CS0511* NAVD 88     -       131.513  (meters)     431.47   (feet)  ADJUSTED  
 CS0511  ___________________________________________________________________
 CS0511  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0511  DYNAMIC HT  -         131.362 (meters)     430.98  (feet)  COMP
 CS0511  MODELED GRAV-     979,484.4   (mgal)                       NAVD 88
 CS0511
 CS0511  VERT ORDER  -  SECOND    CLASS 0
 CS0511
 CS0511.The horizontal coordinates were scaled from a topographic map and have
 CS0511.an estimated accuracy of +/- 6 seconds.
 CS0511
 CS0511.The orthometric height was determined by differential leveling
 CS0511.and adjusted by the National Geodetic Survey in June 1991..
 CS0511
 CS0511.The geoid height was determined by GEOID03.
 CS0511
 CS0511.The dynamic height is computed by dividing the NAVD 88
 CS0511.geopotential number by the normal gravity value computed on the
 CS0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0511.degrees latitude (g = 980.6199 gals.).
 CS0511
 CS0511.The modeled gravity was interpolated from observed gravity values.
 CS0511
 CS0511;                    North         East    Units  Estimated Accuracy
 CS0511;SPC TXNC     - 2,062,050.      807,140.      MT  (+/- 180 meters Scaled)
 CS0511
 CS0511                          SUPERSEDED SURVEY CONTROL
 CS0511
 CS0511  NGVD 29 (??/??/92)  131.516  (m)          431.48   (f) ADJ UNCH    2 0
 CS0511
 CS0511.Superseded values are not recommended for survey control.
 CS0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0511.See file dsdata.txt to determine how the superseded data were derived.
 CS0511
 CS0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA542665(NAD 83)
 CS0511_MARKER: DB = BENCH MARK DISK
 CS0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0511_STAMPING: H 390 1947
 CS0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0511+STABILITY: SURFACE MOTION
 CS0511
 CS0511  HISTORY     - Date     Condition        Report By
 CS0511  HISTORY     - 1947     MONUMENTED       CGS
 CS0511
 CS0511                          STATION DESCRIPTION
 CS0511
 CS0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0511'3.5 MI W FROM BAZETTE.
 CS0511'1.1 MILE SOUTHWEST ALONG THE BAZETTE-MONTFORD ROAD FROM THE SCHOOL AT
 CS0511'BAZETTE, THENCE 2.4 MILES NORTHWEST ALONG THE BAZETTE-MONTFORD ROAD TO
 CS0511'THE SITE OF THE MARK, 0.4 MILE NORTHWEST OF THE BUFFALO SCHOOL, 225
 CS0511'FEET NORTHEAST OF THE JUNCTION OF THE CENTER LINES OF THE
 CS0511'BAZETTE-MONTFORD ROAD AND A DIRT ROAD LEADING NORTHEAST, 22 FEET
 CS0511'NORTHWEST OF THE CENTERLINE OF THE NORTHEAST AND SOUTHWEST ROAD, 20
 CS0511'FEET NORTHEAST OF A POWER LINE TRANSFORMER POLE WHICH IS AT A POWER
 CS0511'LINE JUNCTION, 7 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHWEST OF
 CS0511'A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS0511'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1675 ***********************************************************************
 CS1675  DESIGNATION -  H 391
 CS1675  PID         -  CS1675
 CS1675  STATE/COUNTY-  TX/TARRANT
 CS1675  USGS QUAD   -  FORT WORTH (1981)
 CS1675
 CS1675                         *CURRENT SURVEY CONTROL
 CS1675  ___________________________________________________________________
 CS1675* NAD 83(1986)-  32 41 40.     (N)    097 21 36.     (W)     SCALED    
 CS1675* NAVD 88     -       204.159  (meters)     669.81   (feet)  ADJUSTED  
 CS1675  ___________________________________________________________________
 CS1675  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS1675  DYNAMIC HT  -         203.919 (meters)     669.02  (feet)  COMP
 CS1675  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 CS1675
 CS1675  VERT ORDER  -  FIRST     CLASS II
 CS1675
 CS1675.The horizontal coordinates were scaled from a topographic map and have
 CS1675.an estimated accuracy of +/- 6 seconds.
 CS1675
 CS1675.The orthometric height was determined by differential leveling
 CS1675.and adjusted by the National Geodetic Survey in June 1991..
 CS1675
 CS1675.The geoid height was determined by GEOID03.
 CS1675
 CS1675.The dynamic height is computed by dividing the NAVD 88
 CS1675.geopotential number by the normal gravity value computed on the
 CS1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1675.degrees latitude (g = 980.6199 gals.).
 CS1675
 CS1675.The modeled gravity was interpolated from observed gravity values.
 CS1675
 CS1675;                    North         East    Units  Estimated Accuracy
 CS1675;SPC TXNC     - 2,114,550.      706,890.      MT  (+/- 180 meters Scaled)
 CS1675
 CS1675                          SUPERSEDED SURVEY CONTROL
 CS1675
 CS1675  NGVD 29 (??/??/92)  204.160  (m)          669.81   (f) ADJ UNCH    1 2
 CS1675
 CS1675.Superseded values are not recommended for survey control.
 CS1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1675.See file dsdata.txt to determine how the superseded data were derived.
 CS1675
 CS1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB537186(NAD 83)
 CS1675_MARKER: DB = BENCH MARK DISK
 CS1675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1675_SP_SET: CULVERT
 CS1675_STAMPING: H 391 1947 669.815
 CS1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1675
 CS1675  HISTORY     - Date     Condition        Report By
 CS1675  HISTORY     - 1947     MONUMENTED       CGS
 CS1675  HISTORY     - 1962     GOOD             NGS
 CS1675  HISTORY     - 1989     GOOD             USPSQD
 CS1675  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 CS1675  HISTORY     - 19960921 GOOD             USPSQD
 CS1675  HISTORY     - 20051119 GOOD             USPSQD
 CS1675
 CS1675                          STATION DESCRIPTION
 CS1675
 CS1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1675'4.6 MI SW FROM FORT WORTH.
 CS1675'ABOUT 4.6 MILES SOUTHWEST OF THE COUNTY COURT HOUSE IN FORT WORTH,
 CS1675'ALONG THE GRANBURY ROAD AND THE A.T. AND S.F.R.R., AT THE SOUTHEAST
 CS1675'SIDE OF THE INTERSECTION OF UNIVERSITY DRIVE AND OLD GRANBURY ROAD, IN
 CS1675'THE NORTHEAST CORNER OF THE NORTHWEST HEADWALL OF A TWO CHANNEL
 CS1675'CONCRETE CULVERT UNDER THE RAILROAD TRACKS.  A STANDARD DISK STAMPED H
 CS1675'391 1947 669.815 IN A DRILL HOLE IN THE CONCRETE HEADWALL.
 CS1675
 CS1675                          STATION RECOVERY (1989)
 CS1675
 CS1675'RECOVERY NOTE BY US POWER SQUADRON 1989 (WBM)
 CS1675'RECOVERED IN GOOD CONDITION.
 CS1675
 CS1675                          STATION RECOVERY (1991)
 CS1675
 CS1675'RECOVERY NOTE BY US POWER SQUADRON 1991 (RCS)
 CS1675'MARK NOT FOUND.
 CS1675
 CS1675                          STATION RECOVERY (1996)
 CS1675
 CS1675'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1675'RECOVERED IN GOOD CONDITION.
 CS1675
 CS1675                          STATION RECOVERY (2005)
 CS1675
 CS1675'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHB)
 CS1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0653 ***********************************************************************
 BZ0653  DESIGNATION -  H 392
 BZ0653  PID         -  BZ0653
 BZ0653  STATE/COUNTY-  TX/NAVARRO
 BZ0653  USGS QUAD   -  DAWSON (1978)
 BZ0653
 BZ0653                         *CURRENT SURVEY CONTROL
 BZ0653  ___________________________________________________________________
 BZ0653* NAD 83(1986)-  31 54 08.     (N)    096 42 07.     (W)     SCALED    
 BZ0653* NAVD 88     -       140.356  (meters)     460.48   (feet)  ADJUSTED  
 BZ0653  ___________________________________________________________________
 BZ0653  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BZ0653  DYNAMIC HT  -         140.190 (meters)     459.94  (feet)  COMP
 BZ0653  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 BZ0653
 BZ0653  VERT ORDER  -  SECOND    CLASS 0
 BZ0653
 BZ0653.The horizontal coordinates were scaled from a topographic map and have
 BZ0653.an estimated accuracy of +/- 6 seconds.
 BZ0653
 BZ0653.The orthometric height was determined by differential leveling
 BZ0653.and adjusted by the National Geodetic Survey in June 1991..
 BZ0653
 BZ0653.The geoid height was determined by GEOID03.
 BZ0653
 BZ0653.The dynamic height is computed by dividing the NAVD 88
 BZ0653.geopotential number by the normal gravity value computed on the
 BZ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0653.degrees latitude (g = 980.6199 gals.).
 BZ0653
 BZ0653.The modeled gravity was interpolated from observed gravity values.
 BZ0653
 BZ0653;                    North         East    Units  Estimated Accuracy
 BZ0653;SPC TXNC     - 2,027,580.      770,090.      MT  (+/- 180 meters Scaled)
 BZ0653
 BZ0653                          SUPERSEDED SURVEY CONTROL
 BZ0653
 BZ0653  NGVD 29 (??/??/92)  140.332  (m)          460.41   (f) ADJ UNCH    2 0
 BZ0653
 BZ0653.Superseded values are not recommended for survey control.
 BZ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0653.See file dsdata.txt to determine how the superseded data were derived.
 BZ0653
 BZ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA173319(NAD 83)
 BZ0653_MARKER: DB = BENCH MARK DISK
 BZ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0653_STAMPING: H 392 1947
 BZ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0653+STABILITY: SURFACE MOTION
 BZ0653
 BZ0653  HISTORY     - Date     Condition        Report By
 BZ0653  HISTORY     - 1947     MONUMENTED       CGS
 BZ0653  HISTORY     - 1948     GOOD             NGS
 BZ0653  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0653
 BZ0653                          STATION DESCRIPTION
 BZ0653
 BZ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0653'1.0 MI NE FROM DAWSON.
 BZ0653'1.0 MILE NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM THE
 BZ0653'STATION AT DAWSON, AT A ROAD CROSSING 1 1/2 POLES NORTHEAST OF
 BZ0653'TELEPHONE POLE 641/10, 60.0 FEET NORTHEAST OF THE CENTER LINE OF A
 BZ0653'DIRT ROAD, 6.0 FEET NORTHEAST OF A TELEGRAPH POLE, 2.6 FEET SOUTHWEST
 BZ0653'OF A 4X4 MARKER POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.  A
 BZ0653'BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 BZ0653'ABOVE THE GROUND.
 BZ0653
 BZ0653                          STATION RECOVERY (1948)
 BZ0653
 BZ0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BZ0653'RECOVERED IN GOOD CONDITION.
 BZ0653
 BZ0653                          STATION RECOVERY (2002)
 BZ0653
 BZ0653'RECOVERY NOTE BY US POWER SQUADRON 2002 (GDR)
 BZ0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0673 ***********************************************************************
 CS0673  DESIGNATION -  H 393
 CS0673  PID         -  CS0673
 CS0673  STATE/COUNTY-  TX/NAVARRO
 CS0673  USGS QUAD   -  POWELL (1959)
 CS0673
 CS0673                         *CURRENT SURVEY CONTROL
 CS0673  ___________________________________________________________________
 CS0673* NAD 83(1986)-  32 05 40.     (N)    096 18 41.     (W)     SCALED    
 CS0673* NAVD 88     -       110.990  (meters)     364.14   (feet)  ADJUSTED  
 CS0673  ___________________________________________________________________
 CS0673  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0673  DYNAMIC HT  -         110.861 (meters)     363.72  (feet)  COMP
 CS0673  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 CS0673
 CS0673  VERT ORDER  -  SECOND    CLASS 0
 CS0673
 CS0673.The horizontal coordinates were scaled from a topographic map and have
 CS0673.an estimated accuracy of +/- 6 seconds.
 CS0673
 CS0673.The orthometric height was determined by differential leveling
 CS0673.and adjusted by the National Geodetic Survey in June 1991..
 CS0673
 CS0673.The geoid height was determined by GEOID03.
 CS0673
 CS0673.The dynamic height is computed by dividing the NAVD 88
 CS0673.geopotential number by the normal gravity value computed on the
 CS0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0673.degrees latitude (g = 980.6199 gals.).
 CS0673
 CS0673.The modeled gravity was interpolated from observed gravity values.
 CS0673
 CS0673;                    North         East    Units  Estimated Accuracy
 CS0673;SPC TXNC     - 2,049,590.      806,580.      MT  (+/- 180 meters Scaled)
 CS0673
 CS0673                          SUPERSEDED SURVEY CONTROL
 CS0673
 CS0673  NGVD 29 (??/??/92)  110.989  (m)          364.14   (f) ADJ UNCH    2 0
 CS0673
 CS0673.Superseded values are not recommended for survey control.
 CS0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0673.See file dsdata.txt to determine how the superseded data were derived.
 CS0673
 CS0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA537540(NAD 83)
 CS0673_MARKER: DB = BENCH MARK DISK
 CS0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0673_STAMPING: H 393 1947
 CS0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0673+STABILITY: SURFACE MOTION
 CS0673
 CS0673  HISTORY     - Date     Condition        Report By
 CS0673  HISTORY     - 1947     MONUMENTED       CGS
 CS0673  HISTORY     - 20020824 GOOD             USPSQD
 CS0673
 CS0673                          STATION DESCRIPTION
 CS0673
 CS0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0673'1.9 MI S FROM POWELL.
 CS0673'1.9 MILES SOUTH OF POWELL HIGH SCHOOL ALONG A COUNTY ROAD LEADING TO
 CS0673'ELM FLAT SCHOOL, 48 FEET SOUTH OF A POWER POLE, 40 FEET WEST OF THE
 CS0673'CENTER LINE OF THE ROAD, 4 FEET NORTHWEST OF A FENCE CORNER, 2 FEET
 CS0673'WEST OF A WIRE FENCE, 2 FEET SOUTH OF A 4X4 MARKER POST.  A BRONZE
 CS0673'DISK SET IN THE TOP OF A CONCRETE POST.
 CS0673
 CS0673                          STATION RECOVERY (2002)
 CS0673
 CS0673'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 CS0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1006 ***********************************************************************
 CS1006  DESIGNATION -  H 394
 CS1006  PID         -  CS1006
 CS1006  STATE/COUNTY-  TX/DALLAS
 CS1006  USGS QUAD   -  IRVING (1981)
 CS1006
 CS1006                         *CURRENT SURVEY CONTROL
 CS1006  ___________________________________________________________________
 CS1006* NAD 83(1986)-  32 51 00.     (N)    096 52 39.     (W)     SCALED    
 CS1006* NAVD 88     -       129.87   (+/-2cm)     426.1    (feet)  VERTCON   
 CS1006  ___________________________________________________________________
 CS1006  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CS1006
 CS1006  VERT ORDER  -  FIRST     CLASS II (See Below)
 CS1006
 CS1006.The horizontal coordinates were scaled from a topographic map and have
 CS1006.an estimated accuracy of +/- 6 seconds.
 CS1006
 CS1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1006.The vertical order pertains to the NGVD 29 superseded value.
 CS1006
 CS1006.The geoid height was determined by GEOID03.
 CS1006
 CS1006;                    North         East    Units  Estimated Accuracy
 CS1006;SPC TXNC     - 2,132,390.      751,860.      MT  (+/- 180 meters Scaled)
 CS1006
 CS1006                          SUPERSEDED SURVEY CONTROL
 CS1006
 CS1006  NGVD 29 (??/??/92)  129.882  (m)          426.12   (f) ADJ UNCH    1 2
 CS1006
 CS1006.Superseded values are not recommended for survey control.
 CS1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1006.See file dsdata.txt to determine how the superseded data were derived.
 CS1006
 CS1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB986366(NAD 83)
 CS1006_MARKER: DD = SURVEY DISK
 CS1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1006_STAMPING: H 394 1947 2 X
 CS1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1006+STABILITY: SURFACE MOTION
 CS1006
 CS1006  HISTORY     - Date     Condition        Report By
 CS1006  HISTORY     - 1947     MONUMENTED       TX1730
 CS1006  HISTORY     - 1958     GOOD             NGS
 CS1006  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 CS1006
 CS1006                          STATION DESCRIPTION
 CS1006
 CS1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1006'6.7 MI NW FROM DALLAS.
 CS1006'ABOUT 6.7 MILES NORTHWEST FROM THE COUNTY COURT HOUSE IN DALLAS, AT
 CS1006'THE JUNCTION OF HARRY HINES BLVD. AND BACHMAN BLVD., ABOUT 110 FEET
 CS1006'NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTERLINES OF THE TWO
 CS1006'BOULEVARDS, 28.2 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTH BOUND
 CS1006'TRAFFIC LANE OF HARRY HINES BLVD. (U.S. HIGHWAY NO.77) AND 15.8 FEET
 CS1006'SOUTHWEST OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE, IN THE
 CS1006'PARKWAY BETWEEN THE TWO TRAFFIC LANES AND 20 FEET NORTHWEST OF THE
 CS1006'SOUTH ONE OF TWO STORM SEWER INTAKES.  A CITY OF DALLAS DISK IN A
 CS1006'CONCRETE MONUMENT ABOUT 18 INCHES SQUARE AND ABOUT FLUSH WITH THE
 CS1006'SURFACE OF THE PARKWAY.
 CS1006
 CS1006                          STATION RECOVERY (2005)
 CS1006
 CS1006'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1049 ***********************************************************************
 CS1049  DESIGNATION -  H 395
 CS1049  PID         -  CS1049
 CS1049  STATE/COUNTY-  TX/DALLAS
 CS1049  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1049
 CS1049                         *CURRENT SURVEY CONTROL
 CS1049  ___________________________________________________________________
 CS1049* NAD 83(1986)-  32 48 14.     (N)    096 43 42.     (W)     SCALED    
 CS1049* NAVD 88     -       129.624  (meters)     425.27   (feet)  ADJUSTED  
 CS1049  ___________________________________________________________________
 CS1049  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CS1049  DYNAMIC HT  -         129.478 (meters)     424.80  (feet)  COMP
 CS1049  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 CS1049
 CS1049  VERT ORDER  -  FIRST     CLASS II
 CS1049
 CS1049.The horizontal coordinates were scaled from a topographic map and have
 CS1049.an estimated accuracy of +/- 6 seconds.
 CS1049
 CS1049.The orthometric height was determined by differential leveling
 CS1049.and adjusted by the National Geodetic Survey in June 1991..
 CS1049
 CS1049.The geoid height was determined by GEOID03.
 CS1049
 CS1049.The dynamic height is computed by dividing the NAVD 88
 CS1049.geopotential number by the normal gravity value computed on the
 CS1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1049.degrees latitude (g = 980.6199 gals.).
 CS1049
 CS1049.The modeled gravity was interpolated from observed gravity values.
 CS1049
 CS1049;                    North         East    Units  Estimated Accuracy
 CS1049;SPC TXNC     - 2,127,510.      765,910.      MT  (+/- 180 meters Scaled)
 CS1049
 CS1049                          SUPERSEDED SURVEY CONTROL
 CS1049
 CS1049  NGVD 29 (??/??/92)  129.634  (m)          425.31   (f) ADJ UNCH    1 2
 CS1049
 CS1049.Superseded values are not recommended for survey control.
 CS1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1049.See file dsdata.txt to determine how the superseded data were derived.
 CS1049
 CS1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB127318(NAD 83)
 CS1049_MARKER: DD = SURVEY DISK
 CS1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1049_STAMPING: H 395 1947 1 N
 CS1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1049+STABILITY: SURFACE MOTION
 CS1049
 CS1049  HISTORY     - Date     Condition        Report By
 CS1049  HISTORY     - 1947     MONUMENTED       TX1730
 CS1049  HISTORY     - 1947     GOOD             NGS
 CS1049  HISTORY     - 1958     GOOD             NGS
 CS1049  HISTORY     - 1987     GOOD             USPSQD
 CS1049  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1049
 CS1049                          STATION DESCRIPTION
 CS1049
 CS1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1049'IN DALLAS.
 CS1049'AT DALLAS, AT THE INTERSECTION OF THE BELT LINE RAILROAD AND THE G.C.
 CS1049'AND S.F. RAILROAD, 27.8 FEET EAST OF AND ABOUT 1.0 FOOT LOWER THAN THE
 CS1049'CENTER LINE OF THE BELT LINE RAILROAD, 8.6 FEET SOUTH OF THE CENTER
 CS1049'LINE OF THE G.C. AND S.F. RAILROAD AND 1.0 FOOT WEST OF THE SOUTH END
 CS1049'OF THE EAST CONCRETE ABUTEMENT OF THE OVERPASS.  A BRONZE DISK SET IN
 CS1049'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 CS1049
 CS1049                          STATION RECOVERY (1958)
 CS1049
 CS1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1049'RECOVERED IN GOOD CONDITION.
 CS1049
 CS1049                          STATION RECOVERY (1987)
 CS1049
 CS1049'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1049'RECOVERED IN GOOD CONDITION.
 CS1049
 CS1049                          STATION RECOVERY (1999)
 CS1049
 CS1049'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0560 ***********************************************************************
 CR0560  DESIGNATION -  H 396
 CR0560  PID         -  CR0560
 CR0560  STATE/COUNTY-  TX/HENDERSON
 CR0560  USGS QUAD   -  CROSS ROADS (1984)
 CR0560
 CR0560                         *CURRENT SURVEY CONTROL
 CR0560  ___________________________________________________________________
 CR0560* NAD 83(1986)-  32 05 47.     (N)    095 55 15.     (W)     SCALED    
 CR0560* NAVD 88     -       135.887  (meters)     445.82   (feet)  ADJUSTED  
 CR0560  ___________________________________________________________________
 CR0560  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0560  DYNAMIC HT  -         135.729 (meters)     445.30  (feet)  COMP
 CR0560  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 CR0560
 CR0560  VERT ORDER  -  SECOND    CLASS 0
 CR0560
 CR0560.The horizontal coordinates were scaled from a topographic map and have
 CR0560.an estimated accuracy of +/- 6 seconds.
 CR0560
 CR0560.The orthometric height was determined by differential leveling
 CR0560.and adjusted by the National Geodetic Survey in June 1991..
 CR0560
 CR0560.The geoid height was determined by GEOID03.
 CR0560
 CR0560.The dynamic height is computed by dividing the NAVD 88
 CR0560.geopotential number by the normal gravity value computed on the
 CR0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0560.degrees latitude (g = 980.6199 gals.).
 CR0560
 CR0560.The modeled gravity was interpolated from observed gravity values.
 CR0560
 CR0560;                    North         East    Units  Estimated Accuracy
 CR0560;SPC TXNC     - 2,050,640.      843,440.      MT  (+/- 180 meters Scaled)
 CR0560
 CR0560                          SUPERSEDED SURVEY CONTROL
 CR0560
 CR0560  NGVD 29 (??/??/92)  135.890  (m)          445.83   (f) ADJ UNCH    2 0
 CR0560
 CR0560.Superseded values are not recommended for survey control.
 CR0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0560.See file dsdata.txt to determine how the superseded data were derived.
 CR0560
 CR0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR243548(NAD 83)
 CR0560_MARKER: DB = BENCH MARK DISK
 CR0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0560_STAMPING: H 396 1947
 CR0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0560+STABILITY: SURFACE MOTION
 CR0560
 CR0560  HISTORY     - Date     Condition        Report By
 CR0560  HISTORY     - 1947     MONUMENTED       CGS
 CR0560  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0560
 CR0560                          STATION DESCRIPTION
 CR0560
 CR0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0560'4.0 MI NE FROM CROSS ROADS.
 CR0560'4.0 MILES NORTHEAST ALONG FARM HIGHWAY 59 FROM CROSS ROADS SCHOOL,
 CR0560'ABOUT 162 FEET NORTH OF A FILLING STATION, 110 FEET SOUTH OF THE
 CR0560'SOUTHEAST CORNER OF A WHITE FRAME HOUSE, 70 FEET WEST OF THE EXTENDED
 CR0560'CENTER LINE OF A DIRT T ROAD LEADING SOUTH, 65 FEET NORTHWEST OF THE
 CR0560'CENTER LINE OF THE HIGHWAY, 33 FEET NORTH OF A FENCE CORNER, 3 FEET
 CR0560'EAST OF A FENCE, 3 FEET NORTH OF A 4X4 MARKER POST.  A BRONZE DISK SET
 CR0560'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 CR0560
 CR0560                          STATION RECOVERY (1977)
 CR0560
 CR0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0567 ***********************************************************************
 CS0567  DESIGNATION -  H 397
 CS0567  PID         -  CS0567
 CS0567  STATE/COUNTY-  TX/NAVARRO
 CS0567  USGS QUAD   -  CHATFIELD (1961)
 CS0567
 CS0567                         *CURRENT SURVEY CONTROL
 CS0567  ___________________________________________________________________
 CS0567* NAD 83(1986)-  32 09 49.     (N)    096 28 43.     (W)     SCALED    
 CS0567* NAVD 88     -       106.310  (meters)     348.79   (feet)  ADJUSTED  
 CS0567  ___________________________________________________________________
 CS0567  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CS0567  DYNAMIC HT  -         106.186 (meters)     348.38  (feet)  COMP
 CS0567  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 CS0567
 CS0567  VERT ORDER  -  SECOND    CLASS 0
 CS0567
 CS0567.The horizontal coordinates were scaled from a topographic map and have
 CS0567.an estimated accuracy of +/- 6 seconds.
 CS0567
 CS0567.The orthometric height was determined by differential leveling
 CS0567.and adjusted by the National Geodetic Survey in June 1991..
 CS0567
 CS0567.The geoid height was determined by GEOID03.
 CS0567
 CS0567.The dynamic height is computed by dividing the NAVD 88
 CS0567.geopotential number by the normal gravity value computed on the
 CS0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0567.degrees latitude (g = 980.6199 gals.).
 CS0567
 CS0567.The modeled gravity was interpolated from observed gravity values.
 CS0567
 CS0567;                    North         East    Units  Estimated Accuracy
 CS0567;SPC TXNC     - 2,056,940.      790,650.      MT  (+/- 180 meters Scaled)
 CS0567
 CS0567                          SUPERSEDED SURVEY CONTROL
 CS0567
 CS0567  NGVD 29 (??/??/92)  106.312  (m)          348.79   (f) ADJ UNCH    2 0
 CS0567
 CS0567.Superseded values are not recommended for survey control.
 CS0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0567.See file dsdata.txt to determine how the superseded data were derived.
 CS0567
 CS0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA377613(NAD 83)
 CS0567_MARKER: DB = BENCH MARK DISK
 CS0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0567_STAMPING: H 397 1947
 CS0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0567+STABILITY: SURFACE MOTION
 CS0567
 CS0567  HISTORY     - Date     Condition        Report By
 CS0567  HISTORY     - 1947     MONUMENTED       CGS
 CS0567
 CS0567                          STATION DESCRIPTION
 CS0567
 CS0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0567'5.6 MI S FROM RICE.
 CS0567'5.6 MILES SOUTH ALONG THE TRACK FROM THE TEXAS AND NEW ORLEANS
 CS0567'RAILROAD STATION AT RICE, 21 POLES SOUTH OF MILE POST NO. 216,
 CS0567'DIRECTLY ACROSS THE TRACK FROM A WOODEN TOOL HOUSE WHICH IS AT THE
 CS0567'SOUTH END OF A LONG BRIDGE OVER CHAMBERS CREEK, ALONG THE WEST EDGE OF
 CS0567'THE OLD ABANDONED INTERURBAN RAILROAD RIGHT-OF-WAY, 151.5 FEET WEST OF
 CS0567'THE WEST RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD TRACK, 48.0 FEET
 CS0567'WEST OF TELEPHONE POLE NO. 630, 5.0 FEET EAST OF POWER LINE POLE NO.
 CS0567'5120, 2.6 FEET NORTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT
 CS0567'6 FEET BELOW THE TRACK AND PROJECTING 0.1 FOOT.  NOTE-- THIS BENCH
 CS0567'MARK IS ALSO 5.2 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 CS0567'TRACK FROM THE UNION STATION AT CORSICANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2349 ***********************************************************************
 BY2349  DESIGNATION -  H 398
 BY2349  PID         -  BY2349
 BY2349  STATE/COUNTY-  TX/ANDERSON
 BY2349  USGS QUAD   -  LONG LAKE (1964)
 BY2349
 BY2349                         *CURRENT SURVEY CONTROL
 BY2349  ___________________________________________________________________
 BY2349* NAD 83(1986)-  31 43 15.     (N)    095 45 30.     (W)     SCALED    
 BY2349* NAVD 88     -        73.165  (meters)     240.04   (feet)  ADJUSTED  
 BY2349  ___________________________________________________________________
 BY2349  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BY2349  DYNAMIC HT  -          73.076 (meters)     239.75  (feet)  COMP
 BY2349  MODELED GRAV-     979,428.0   (mgal)                       NAVD 88
 BY2349
 BY2349  VERT ORDER  -  SECOND    CLASS 0
 BY2349
 BY2349.The horizontal coordinates were scaled from a topographic map and have
 BY2349.an estimated accuracy of +/- 6 seconds.
 BY2349
 BY2349.The orthometric height was determined by differential leveling
 BY2349.and adjusted by the National Geodetic Survey in June 1991..
 BY2349
 BY2349.The geoid height was determined by GEOID03.
 BY2349
 BY2349.The dynamic height is computed by dividing the NAVD 88
 BY2349.geopotential number by the normal gravity value computed on the
 BY2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2349.degrees latitude (g = 980.6199 gals.).
 BY2349
 BY2349.The modeled gravity was interpolated from observed gravity values.
 BY2349
 BY2349;                    North         East    Units  Estimated Accuracy
 BY2349;SPC TX C     - 3,236,640.    1,133,470.      MT  (+/- 180 meters Scaled)
 BY2349
 BY2349                          SUPERSEDED SURVEY CONTROL
 BY2349
 BY2349  NGVD 29 (??/??/92)   73.136  (m)          239.95   (f) ADJ UNCH    2 0
 BY2349
 BY2349.Superseded values are not recommended for survey control.
 BY2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2349.See file dsdata.txt to determine how the superseded data were derived.
 BY2349
 BY2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR386128(NAD 83)
 BY2349_MARKER: DB = BENCH MARK DISK
 BY2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2349_STAMPING: H 398 1947
 BY2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2349+STABILITY: SURFACE MOTION
 BY2349
 BY2349  HISTORY     - Date     Condition        Report By
 BY2349  HISTORY     - 1947     MONUMENTED       CGS
 BY2349  HISTORY     - 1977     POOR             USGS
 BY2349  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2349
 BY2349                          STATION DESCRIPTION
 BY2349
 BY2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2349'3.0 MI NW FROM TUCKER.
 BY2349'ALONG A GRADED COUNTY ROAD LEADING TO TENNESSEE COLONY, 3.0 MILES
 BY2349'NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION SIGNBOARD TUCKER,
 BY2349'ON THE NORTH SLOPE OF A HILL, 44 FEET EAST OF THE CENTER OF THE ROAD,
 BY2349'5 FEET NORTH OF A POWER POLE, 2 FEET WEST OF A WIRE FENCE, 2 FEET
 BY2349'SOUTH OF WITNESS POST.
 BY2349
 BY2349                          STATION RECOVERY (1977)
 BY2349
 BY2349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2349'MARK RECOVERED IN POOR CONDITION.
 BY2349
 BY2349                          STATION RECOVERY (1980)
 BY2349
 BY2349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2280 ***********************************************************************
 BY2280  DESIGNATION -  H 399
 BY2280  PID         -  BY2280
 BY2280  STATE/COUNTY-  TX/ANDERSON
 BY2280  USGS QUAD   -  CAYUGA (1982)
 BY2280
 BY2280                         *CURRENT SURVEY CONTROL
 BY2280  ___________________________________________________________________
 BY2280* NAD 83(1986)-  31 58 59.     (N)    095 54 05.     (W)     SCALED    
 BY2280* NAVD 88     -       130.758  (meters)     429.00   (feet)  ADJUSTED  
 BY2280  ___________________________________________________________________
 BY2280  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BY2280  DYNAMIC HT  -         130.603 (meters)     428.49  (feet)  COMP
 BY2280  MODELED GRAV-     979,453.4   (mgal)                       NAVD 88
 BY2280
 BY2280  VERT ORDER  -  SECOND    CLASS 0
 BY2280
 BY2280.The horizontal coordinates were scaled from a topographic map and have
 BY2280.an estimated accuracy of +/- 6 seconds.
 BY2280
 BY2280.The orthometric height was determined by differential leveling
 BY2280.and adjusted by the National Geodetic Survey in June 1991..
 BY2280
 BY2280.The geoid height was determined by GEOID03.
 BY2280
 BY2280.The dynamic height is computed by dividing the NAVD 88
 BY2280.geopotential number by the normal gravity value computed on the
 BY2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2280.degrees latitude (g = 980.6199 gals.).
 BY2280
 BY2280.The modeled gravity was interpolated from observed gravity values.
 BY2280
 BY2280;                    North         East    Units  Estimated Accuracy
 BY2280;SPC TX C     - 3,265,140.    1,118,770.      MT  (+/- 180 meters Scaled)
 BY2280
 BY2280                          SUPERSEDED SURVEY CONTROL
 BY2280
 BY2280  NGVD 29 (??/??/92)  130.752  (m)          428.98   (f) ADJ UNCH    2 0
 BY2280
 BY2280.Superseded values are not recommended for survey control.
 BY2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2280.See file dsdata.txt to determine how the superseded data were derived.
 BY2280
 BY2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR258422(NAD 83)
 BY2280_MARKER: DB = BENCH MARK DISK
 BY2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2280_STAMPING: H 399 1947
 BY2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2280+STABILITY: SURFACE MOTION
 BY2280
 BY2280  HISTORY     - Date     Condition        Report By
 BY2280  HISTORY     - 1947     MONUMENTED       CGS
 BY2280  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2280
 BY2280                          STATION DESCRIPTION
 BY2280
 BY2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2280'5.6 MI NE FROM CAYUGA.
 BY2280'ALONG A NARROW OIL ROAD, 1.1 MILES NORTH THENCE 4.5 MILES EAST OF
 BY2280'CAYUGA POST OFFICE, AT THE TOP OF A HILL, 110 FEET WEST OF THE WEST
 BY2280'END OF A CULVERT HEADWALL, 34 FEET SOUTH OF THE CENTER OF THE ROAD, 3
 BY2280'FEET NORTH OF A WIRE FENCE, 2 FEET EAST OF WITNESS POST.
 BY2280
 BY2280                          STATION RECOVERY (1977)
 BY2280
 BY2280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0762 ***********************************************************************
 BZ0762  DESIGNATION -  H 40
 BZ0762  PID         -  BZ0762
 BZ0762  STATE/COUNTY-  TX/HILL
 BZ0762  USGS QUAD   -  WHITNEY (1979)
 BZ0762
 BZ0762                         *CURRENT SURVEY CONTROL
 BZ0762  ___________________________________________________________________
 BZ0762* NAD 83(1986)-  31 57 00.     (N)    097 19 19.     (W)     SCALED    
 BZ0762* NAVD 88     -       177.687  (meters)     582.96   (feet)  ADJUSTED  
 BZ0762  ___________________________________________________________________
 BZ0762  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BZ0762  DYNAMIC HT  -         177.468 (meters)     582.24  (feet)  COMP
 BZ0762  MODELED GRAV-     979,400.4   (mgal)                       NAVD 88
 BZ0762
 BZ0762  VERT ORDER  -  SECOND    CLASS 0
 BZ0762
 BZ0762.The horizontal coordinates were scaled from a topographic map and have
 BZ0762.an estimated accuracy of +/- 6 seconds.
 BZ0762
 BZ0762.The orthometric height was determined by differential leveling
 BZ0762.and adjusted by the National Geodetic Survey in June 1991..
 BZ0762
 BZ0762.The geoid height was determined by GEOID03.
 BZ0762
 BZ0762.The dynamic height is computed by dividing the NAVD 88
 BZ0762.geopotential number by the normal gravity value computed on the
 BZ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0762.degrees latitude (g = 980.6199 gals.).
 BZ0762
 BZ0762.The modeled gravity was interpolated from observed gravity values.
 BZ0762
 BZ0762;                    North         East    Units  Estimated Accuracy
 BZ0762;SPC TXNC     - 2,032,050.      711,380.      MT  (+/- 180 meters Scaled)
 BZ0762
 BZ0762                          SUPERSEDED SURVEY CONTROL
 BZ0762
 BZ0762  NGVD 29 (??/??/92)  177.650  (m)          582.84   (f) ADJ UNCH    2 0
 BZ0762
 BZ0762.Superseded values are not recommended for survey control.
 BZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0762.See file dsdata.txt to determine how the superseded data were derived.
 BZ0762
 BZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA585361(NAD 83)
 BZ0762_MARKER: DB = BENCH MARK DISK
 BZ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0762_STAMPING: H 40 1923 582.840
 BZ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0762+STABILITY: SURFACE MOTION
 BZ0762
 BZ0762  HISTORY     - Date     Condition        Report By
 BZ0762  HISTORY     - 1923     MONUMENTED       CGS
 BZ0762  HISTORY     - 1951     GOOD             NGS
 BZ0762  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ0762  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0762
 BZ0762                          STATION DESCRIPTION
 BZ0762
 BZ0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ0762'IN WHITNEY.
 BZ0762'IT IS AT WHITNEY, HILL COUNTY, ABOUT 300 FEET WEST OF THE
 BZ0762'MISSOURI-KANSAS-TEXAS RAILROAD STATION, ABOUT 50 FEET NORTH OF THE
 BZ0762'CENTER LINE OF THE TRACKS, ABOUT 75 FEET EAST OF THE CENTERLINE OF THE
 BZ0762'STREET AND 6 FEET WEST OF AN OAK TREE.  A U.S. GEOLOGICAL SURVEY DISK
 BZ0762'SET IN THE TOP OF A CONCRETE POST, FLUSH WITH THE SURFACE OF THE
 BZ0762'GROUND AND STAMPED H 40 1923 582.840.
 BZ0762
 BZ0762                          STATION RECOVERY (1999)
 BZ0762
 BZ0762'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0762'MARK NOT FOUND.
 BZ0762
 BZ0762                          STATION RECOVERY (2003)
 BZ0762
 BZ0762'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0479 ***********************************************************************
 AJ0479  DESIGNATION -  H 40
 AJ0479  PID         -  AJ0479
 AJ0479  STATE/COUNTY-  TX/JIM HOGG
 AJ0479  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0479
 AJ0479                         *CURRENT SURVEY CONTROL
 AJ0479  ___________________________________________________________________
 AJ0479* NAD 83(1986)-  27 18 26.     (N)    098 37 56.     (W)     SCALED    
 AJ0479* NAVD 88     -       156.358  (meters)     512.98   (feet)  ADJUSTED  
 AJ0479  ___________________________________________________________________
 AJ0479  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AJ0479  DYNAMIC HT  -         156.106 (meters)     512.16  (feet)  COMP
 AJ0479  MODELED GRAV-     979,036.7   (mgal)                       NAVD 88
 AJ0479
 AJ0479  VERT ORDER  -  FIRST     CLASS II
 AJ0479
 AJ0479.The horizontal coordinates were scaled from a topographic map and have
 AJ0479.an estimated accuracy of +/- 6 seconds.
 AJ0479
 AJ0479.The orthometric height was determined by differential leveling
 AJ0479.and adjusted by the National Geodetic Survey in June 1991..
 AJ0479
 AJ0479.The geoid height was determined by GEOID03.
 AJ0479
 AJ0479.The dynamic height is computed by dividing the NAVD 88
 AJ0479.geopotential number by the normal gravity value computed on the
 AJ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0479.degrees latitude (g = 980.6199 gals.).
 AJ0479
 AJ0479.The modeled gravity was interpolated from observed gravity values.
 AJ0479
 AJ0479;                    North         East    Units  Estimated Accuracy
 AJ0479;SPC TX S     - 5,181,770.      286,910.      MT  (+/- 180 meters Scaled)
 AJ0479
 AJ0479                          SUPERSEDED SURVEY CONTROL
 AJ0479
 AJ0479  NGVD 29 (??/??/92)  156.39   (m)          513.1    (f) COMPUTED    1 2
 AJ0479
 AJ0479.Superseded values are not recommended for survey control.
 AJ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0479.See file dsdata.txt to determine how the superseded data were derived.
 AJ0479
 AJ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR363205(NAD 83)
 AJ0479_MARKER: DD = SURVEY DISK
 AJ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0479+STABILITY: SURFACE MOTION
 AJ0479
 AJ0479  HISTORY     - Date     Condition        Report By
 AJ0479  HISTORY     - UNK      MONUMENTED       USGS
 AJ0479  HISTORY     - 1933     GOOD             NGS
 AJ0479  HISTORY     - 1934     MARK NOT FOUND   TXHD
 AJ0479
 AJ0479                          STATION DESCRIPTION
 AJ0479
 AJ0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0479'2.6 MI NE FROM HEBBRONVILLE.
 AJ0479'ON THE TEXAS-MEXICAN RR. ABOUT 1600 FT. W OF MILE POST 65.  90 FT. N
 AJ0479'OF TRACK.
 AJ0479
 AJ0479                          STATION RECOVERY (1934)
 AJ0479
 AJ0479'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1934
 AJ0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2187 ***********************************************************************
 BY2187  DESIGNATION -  H 401
 BY2187  PID         -  BY2187
 BY2187  STATE/COUNTY-  TX/HOUSTON
 BY2187  USGS QUAD   -  INDIAN LAKE (1982)
 BY2187
 BY2187                         *CURRENT SURVEY CONTROL
 BY2187  ___________________________________________________________________
 BY2187* NAD 83(1986)-  31 30 04.     (N)    095 42 19.     (W)     SCALED    
 BY2187* NAVD 88     -        77.59   (+/-2cm)     254.6    (feet)  VERTCON   
 BY2187  ___________________________________________________________________
 BY2187  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY2187
 BY2187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2187
 BY2187.The horizontal coordinates were scaled from a topographic map and have
 BY2187.an estimated accuracy of +/- 6 seconds.
 BY2187
 BY2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2187.The vertical order pertains to the NGVD 29 superseded value.
 BY2187
 BY2187.The geoid height was determined by GEOID03.
 BY2187
 BY2187;                    North         East    Units  Estimated Accuracy
 BY2187;SPC TX C     - 3,212,510.    1,139,510.      MT  (+/- 180 meters Scaled)
 BY2187
 BY2187                          SUPERSEDED SURVEY CONTROL
 BY2187
 BY2187  NGVD 29 (??/??/92)   77.574  (m)          254.51   (f) ADJ UNCH    2 0
 BY2187
 BY2187.Superseded values are not recommended for survey control.
 BY2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2187.See file dsdata.txt to determine how the superseded data were derived.
 BY2187
 BY2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ430883(NAD 83)
 BY2187_MARKER: DB = BENCH MARK DISK
 BY2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2187_STAMPING: H 401 1947
 BY2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2187+STABILITY: SURFACE MOTION
 BY2187
 BY2187  HISTORY     - Date     Condition        Report By
 BY2187  HISTORY     - 1947     MONUMENTED       CGS
 BY2187  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY2187
 BY2187                          STATION DESCRIPTION
 BY2187
 BY2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2187'19.0 MI SW FROM ELKHART.
 BY2187'TO REACH FROM THE ELKHART STATE BANK AT ELKHART GO WEST 5.1 MILES
 BY2187'ALONG STATE HIGHWAY NO.294, THENCE SOUTH 4.6 MILES ALONG A GRADED DIRT
 BY2187'ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWEST
 BY2187'4.7 MILES ALONG AN ASPHALT ROAD, THENCE SOUTHWEST 1.3 MILES ALONG A
 BY2187'GRADED DIRT ROAD, THENCE WEST 2.2 MILES ALONG A GRADED DIRT ROAD TO
 BY2187'SITE OF MARK, BENCH MARK IS AT A ROAD INTERSECTION, 93.0 FEET NORTH OF
 BY2187'AND ABOUT LEVEL WITH THE CENTER LINE OF THE EAST-WEST ROAD, 51.5 FEET
 BY2187'NORTHWEST OF A FOURTEEN INCH OAK TREE, 28.0 FEET EAST OF THE CENTER
 BY2187'LINE OF THE NORTH-SOUTH ROAD AND 1.5 FEET NORTH OF A 4 X 4 IN. MARKER
 BY2187'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY2187'WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
 BY2187
 BY2187                          STATION RECOVERY (1964)
 BY2187
 BY2187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY2187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1788 ***********************************************************************
 BY1788  DESIGNATION -  H 402
 BY1788  PID         -  BY1788
 BY1788  STATE/COUNTY-  TX/LEON
 BY1788  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1788
 BY1788                         *CURRENT SURVEY CONTROL
 BY1788  ___________________________________________________________________
 BY1788* NAD 83(1986)-  31 26 56.     (N)    095 43 51.     (W)     SCALED    
 BY1788* NAVD 88     -        70.43   (+/-2cm)     231.1    (feet)  VERTCON   
 BY1788  ___________________________________________________________________
 BY1788  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY1788
 BY1788  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1788
 BY1788.The horizontal coordinates were scaled from a topographic map and have
 BY1788.an estimated accuracy of +/- 6 seconds.
 BY1788
 BY1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1788.The vertical order pertains to the NGVD 29 superseded value.
 BY1788
 BY1788.The geoid height was determined by GEOID03.
 BY1788
 BY1788;                    North         East    Units  Estimated Accuracy
 BY1788;SPC TX C     - 3,206,620.    1,137,320.      MT  (+/- 180 meters Scaled)
 BY1788
 BY1788                          SUPERSEDED SURVEY CONTROL
 BY1788
 BY1788  NGVD 29 (??/??/92)   70.415  (m)          231.02   (f) ADJ UNCH    2 0
 BY1788
 BY1788.Superseded values are not recommended for survey control.
 BY1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1788.See file dsdata.txt to determine how the superseded data were derived.
 BY1788
 BY1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ404825(NAD 83)
 BY1788_MARKER: DB = BENCH MARK DISK
 BY1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1788_STAMPING: H 402 1947
 BY1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1788+STABILITY: SURFACE MOTION
 BY1788
 BY1788  HISTORY     - Date     Condition        Report By
 BY1788  HISTORY     - 1947     MONUMENTED       CGS
 BY1788
 BY1788                          STATION DESCRIPTION
 BY1788
 BY1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1788'14.5 MI SE FROM OAKWOOD.
 BY1788'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1788'OAKWOOD GO EAST 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE
 BY1788'SOUTHEASTERLY 13.4 MILES ALONG A GRADED DIRT ROAD, THENCE NORTHEAST
 BY1788'1.0 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT
 BY1788'1.0 MILE NORTHEAST OF THE SHILOH CHURCH, 52.8 FEET SOUTHEAST OF AND
 BY1788'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 50.6 FEET SOUTH OF THE
 BY1788'NORTHEAST END OF A WIRE GATE, 35.4 FEET SOUTHEAST OF A FENCE CORNER,
 BY1788'2.0 FEET NORTHEAST OF A FENCE AND 1.5 FEET SOUTHEAST OF A 4X4 IN.
 BY1788'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1788'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0475 ***********************************************************************
 BZ0475  DESIGNATION -  H 403
 BZ0475  PID         -  BZ0475
 BZ0475  STATE/COUNTY-  TX/LEON
 BZ0475  USGS QUAD   -  SPRING SEAT (1982)
 BZ0475
 BZ0475                         *CURRENT SURVEY CONTROL
 BZ0475  ___________________________________________________________________
 BZ0475* NAD 83(1986)-  31 14 52.     (N)    096 05 25.     (W)     SCALED    
 BZ0475* NAVD 88     -       162.22   (+/-2cm)     532.2    (feet)  VERTCON   
 BZ0475  ___________________________________________________________________
 BZ0475  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BZ0475
 BZ0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0475
 BZ0475.The horizontal coordinates were scaled from a topographic map and have
 BZ0475.an estimated accuracy of +/- 6 seconds.
 BZ0475
 BZ0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0475.The vertical order pertains to the NGVD 29 superseded value.
 BZ0475
 BZ0475.The geoid height was determined by GEOID03.
 BZ0475
 BZ0475;                    North         East    Units  Estimated Accuracy
 BZ0475;SPC TX C     - 3,182,980.    1,104,040.      MT  (+/- 180 meters Scaled)
 BZ0475
 BZ0475                          SUPERSEDED SURVEY CONTROL
 BZ0475
 BZ0475  NGVD 29 (??/??/92)  162.189  (m)          532.12   (f) ADJ UNCH    2 0
 BZ0475
 BZ0475.Superseded values are not recommended for survey control.
 BZ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0475.See file dsdata.txt to determine how the superseded data were derived.
 BZ0475
 BZ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV771607(NAD 83)
 BZ0475_MARKER: DB = BENCH MARK DISK
 BZ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0475_STAMPING: H 403 1947
 BZ0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0475+STABILITY: SURFACE MOTION
 BZ0475
 BZ0475  HISTORY     - Date     Condition        Report By
 BZ0475  HISTORY     - 1947     MONUMENTED       CGS
 BZ0475  HISTORY     - 1964     MARK NOT FOUND   USGS
 BZ0475
 BZ0475                          STATION DESCRIPTION
 BZ0475
 BZ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0475'3.5 MI E FROM CONCORD.
 BZ0475'ABOUT 3.5 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE CONCORD SCHOOL
 BZ0475'AT CONCORD, 80.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 BZ0475'FARMHOUSE, 52.6 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BZ0475'THE HIGHWAY, 27.5 FEET SOUTHWEST OF A TWENTY INCH OAK TREE, 1.0 FOOT
 BZ0475'NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A
 BZ0475'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0475'PROJECTS ABOUT 1 INCH ABOVE GROUND.
 BZ0475
 BZ0475                          STATION RECOVERY (1964)
 BZ0475
 BZ0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BZ0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1093 ***********************************************************************
 CS1093  DESIGNATION -  H 404
 CS1093  PID         -  CS1093
 CS1093  STATE/COUNTY-  TX/DALLAS
 CS1093  USGS QUAD   -  OAK CLIFF (1981)
 CS1093
 CS1093                         *CURRENT SURVEY CONTROL
 CS1093  ___________________________________________________________________
 CS1093* NAD 83(1986)-  32 42 50.     (N)    096 51 24.     (W)     SCALED    
 CS1093* NAVD 88     -       185.889  (meters)     609.87   (feet)  ADJUSTED  
 CS1093  ___________________________________________________________________
 CS1093  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CS1093  DYNAMIC HT  -         185.675 (meters)     609.17  (feet)  COMP
 CS1093  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 CS1093
 CS1093  VERT ORDER  -  FIRST     CLASS II
 CS1093
 CS1093.The horizontal coordinates were scaled from a topographic map and have
 CS1093.an estimated accuracy of +/- 6 seconds.
 CS1093
 CS1093.The orthometric height was determined by differential leveling
 CS1093.and adjusted by the National Geodetic Survey in June 1991..
 CS1093
 CS1093.The geoid height was determined by GEOID03.
 CS1093
 CS1093.The dynamic height is computed by dividing the NAVD 88
 CS1093.geopotential number by the normal gravity value computed on the
 CS1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1093.degrees latitude (g = 980.6199 gals.).
 CS1093
 CS1093.The modeled gravity was interpolated from observed gravity values.
 CS1093
 CS1093;                    North         East    Units  Estimated Accuracy
 CS1093;SPC TXNC     - 2,117,330.      754,050.      MT  (+/- 180 meters Scaled)
 CS1093
 CS1093                          SUPERSEDED SURVEY CONTROL
 CS1093
 CS1093  NGVD 29 (??/??/92)  185.899  (m)          609.90   (f) ADJ UNCH    1 2
 CS1093
 CS1093.Superseded values are not recommended for survey control.
 CS1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1093.See file dsdata.txt to determine how the superseded data were derived.
 CS1093
 CS1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB008216(NAD 83)
 CS1093_MARKER: DB = BENCH MARK DISK
 CS1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1093_STAMPING: H 404 1947
 CS1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1093+STABILITY: SURFACE MOTION
 CS1093
 CS1093  HISTORY     - Date     Condition        Report By
 CS1093  HISTORY     - 1947     MONUMENTED       CGS
 CS1093  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1093  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1093
 CS1093                          STATION DESCRIPTION
 CS1093
 CS1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1093'IN DALLAS.
 CS1093'AT DALLAS, AT THE SOUTHWEST CORNER OF THE CLEARVIEW AIRPORT, AT THE
 CS1093'NORTHWEST CORNER OF KIEST PARK, 33.0 FEET EAST OF AND ABOUT LEVEL WITH
 CS1093'THE CENTER LINE OF HAMPTON ROAD, 3.0 FEET NORTHEAST OF A STEEL FENCE
 CS1093'CORNER AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 CS1093'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 CS1093'INCHES ABOVE GROUND.
 CS1093
 CS1093                          STATION RECOVERY (1958)
 CS1093
 CS1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1093'MARK NOT FOUND.
 CS1093
 CS1093                          STATION RECOVERY (2000)
 CS1093
 CS1093'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2194 ***********************************************************************
 BY2194  DESIGNATION -  H 405
 BY2194  PID         -  BY2194
 BY2194  STATE/COUNTY-  TX/LEON
 BY2194  USGS QUAD   -  OAKWOOD (1964)
 BY2194
 BY2194                         *CURRENT SURVEY CONTROL
 BY2194  ___________________________________________________________________
 BY2194* NAD 83(1986)-  31 34 10.     (N)    095 50 04.     (W)     SCALED    
 BY2194* NAVD 88     -        75.19   (+/-2cm)     246.7    (feet)  VERTCON   
 BY2194  ___________________________________________________________________
 BY2194  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BY2194
 BY2194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2194
 BY2194.The horizontal coordinates were scaled from a topographic map and have
 BY2194.an estimated accuracy of +/- 6 seconds.
 BY2194
 BY2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2194.The vertical order pertains to the NGVD 29 superseded value.
 BY2194
 BY2194.The geoid height was determined by GEOID03.
 BY2194
 BY2194;                    North         East    Units  Estimated Accuracy
 BY2194;SPC TX C     - 3,219,570.    1,126,940.      MT  (+/- 180 meters Scaled)
 BY2194
 BY2194                          SUPERSEDED SURVEY CONTROL
 BY2194
 BY2194  NGVD 29 (??/??/92)   75.158  (m)          246.58   (f) ADJ UNCH    2 0
 BY2194
 BY2194.Superseded values are not recommended for survey control.
 BY2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2194.See file dsdata.txt to determine how the superseded data were derived.
 BY2194
 BY2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ309961(NAD 83)
 BY2194_MARKER: DB = BENCH MARK DISK
 BY2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2194_STAMPING: H 405 1947
 BY2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2194+STABILITY: SURFACE MOTION
 BY2194
 BY2194  HISTORY     - Date     Condition        Report By
 BY2194  HISTORY     - 1947     MONUMENTED       CGS
 BY2194  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2194
 BY2194                          STATION DESCRIPTION
 BY2194
 BY2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2194'1.5 MI SE FROM OAKWOOD.
 BY2194'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY2194'OAKWOOD GO EAST 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE
 BY2194'SOUTHEASTERLY 1.4 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY2194'BENCH MARK IS 31.0 FEET NORTH OF AND ABOUT 4.0 FEET HIGHER THAN THE
 BY2194'CENTER LINE OF THE ROAD, 15.6 FEET WEST OF A TEN INCH ELM TREE AND
 BY2194'FENCE CORNER, 1.5 FEET NORTH OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4
 BY2194'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY2194'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
 BY2194
 BY2194                          STATION RECOVERY (1980)
 BY2194
 BY2194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2160 ***********************************************************************
 BY2160  DESIGNATION -  H 406
 BY2160  PID         -  BY2160
 BY2160  STATE/COUNTY-  TX/ANDERSON
 BY2160  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2160
 BY2160                         *CURRENT SURVEY CONTROL
 BY2160  ___________________________________________________________________
 BY2160* NAD 83(1986)-  31 37 47.     (N)    095 38 03.     (W)     SCALED    
 BY2160* NAVD 88     -        79.545  (meters)     260.97   (feet)  ADJUSTED  
 BY2160  ___________________________________________________________________
 BY2160  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BY2160  DYNAMIC HT  -          79.447 (meters)     260.65  (feet)  COMP
 BY2160  MODELED GRAV-     979,413.1   (mgal)                       NAVD 88
 BY2160
 BY2160  VERT ORDER  -  FIRST     CLASS II
 BY2160
 BY2160.The horizontal coordinates were scaled from a topographic map and have
 BY2160.an estimated accuracy of +/- 6 seconds.
 BY2160
 BY2160.The orthometric height was determined by differential leveling
 BY2160.and adjusted by the National Geodetic Survey in June 1991..
 BY2160
 BY2160.The geoid height was determined by GEOID03.
 BY2160
 BY2160.The dynamic height is computed by dividing the NAVD 88
 BY2160.geopotential number by the normal gravity value computed on the
 BY2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2160.degrees latitude (g = 980.6199 gals.).
 BY2160
 BY2160.The modeled gravity was interpolated from observed gravity values.
 BY2160
 BY2160;                    North         East    Units  Estimated Accuracy
 BY2160;SPC TX C     - 3,227,030.    1,145,660.      MT  (+/- 180 meters Scaled)
 BY2160
 BY2160                          SUPERSEDED SURVEY CONTROL
 BY2160
 BY2160  NGVD 29 (??/??/92)   79.531  (m)          260.93   (f) ADJ UNCH    1 2
 BY2160
 BY2160.Superseded values are not recommended for survey control.
 BY2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2160.See file dsdata.txt to determine how the superseded data were derived.
 BY2160
 BY2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR501024(NAD 83)
 BY2160_MARKER: DB = BENCH MARK DISK
 BY2160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2160_SP_SET: ABUTMENT
 BY2160_STAMPING: H 406 1947
 BY2160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2160
 BY2160  HISTORY     - Date     Condition        Report By
 BY2160  HISTORY     - 1947     MONUMENTED       CGS
 BY2160  HISTORY     - 1980     GOOD             NGS
 BY2160
 BY2160                          STATION DESCRIPTION
 BY2160
 BY2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2160'3.7 MI W FROM ELKHART.
 BY2160'ABOUT 3.7 MILES WEST ALONG STATE HIGHWAY NO.294 FROM THE ELKHART STATE
 BY2160'BANK AT ELKHART, 14.0 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE
 BY2160'CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTHWEST END OF THE
 BY2160'SOUTHEAST CONCRETE ABUTMENT OF THE BRIDGE OVER MANSONS CREEK.  A
 BY2160'BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 BY2160
 BY2160                          STATION RECOVERY (1980)
 BY2160
 BY2160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2160'5.6 KM. (3.45 MI.) WEST ALONG STATE HIGHWAY 294 FROM THE CROSSING OF
 BY2160'THE MISSOURI PACIFIC RAILROAD IN ELKHART, IN TOP OF THE SOUTHWEST END
 BY2160'OF THE SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER MANSONS CREEK,
 BY2160'7.3 M. (24.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 BY2160'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1441 ***********************************************************************
 BY1441  DESIGNATION -  H 407
 BY1441  PID         -  BY1441
 BY1441  STATE/COUNTY-  TX/HOUSTON
 BY1441  USGS QUAD   -  CROCKETT (1950)
 BY1441
 BY1441                         *CURRENT SURVEY CONTROL
 BY1441  ___________________________________________________________________
 BY1441* NAD 83(1986)-  31 19 43.     (N)    095 29 12.     (W)     SCALED    
 BY1441* NAVD 88     -       104.92   (+/-2cm)     344.2    (feet)  VERTCON   
 BY1441  ___________________________________________________________________
 BY1441  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY1441
 BY1441  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1441
 BY1441.The horizontal coordinates were scaled from a topographic map and have
 BY1441.an estimated accuracy of +/- 6 seconds.
 BY1441
 BY1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1441.The vertical order pertains to the NGVD 29 superseded value.
 BY1441
 BY1441.The geoid height was determined by GEOID03.
 BY1441
 BY1441;                    North         East    Units  Estimated Accuracy
 BY1441;SPC TX C     - 3,194,280.    1,161,090.      MT  (+/- 180 meters Scaled)
 BY1441
 BY1441                          SUPERSEDED SURVEY CONTROL
 BY1441
 BY1441  NGVD 29 (??/??/92)  104.899  (m)          344.16   (f) ADJ UNCH    2 0
 BY1441
 BY1441.Superseded values are not recommended for survey control.
 BY1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1441.See file dsdata.txt to determine how the superseded data were derived.
 BY1441
 BY1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ633686(NAD 83)
 BY1441_MARKER: DB = BENCH MARK DISK
 BY1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1441_STAMPING: H 407 1947
 BY1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1441+STABILITY: SURFACE MOTION
 BY1441
 BY1441  HISTORY     - Date     Condition        Report By
 BY1441  HISTORY     - 1947     MONUMENTED       CGS
 BY1441
 BY1441                          STATION DESCRIPTION
 BY1441
 BY1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1441'2.1 MI NW FROM CROCKETT.
 BY1441'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1441'HIGHWAY NO.287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1441'NORTHWESTERLY 1.4 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1441'BENCH MARK IS 51.0 FEET SOUTH OF AND ABOUT 3.5 FEET HIGHER THAN THE
 BY1441'CENTER LINE OF THE ROAD, 10.7 FEET SOUTHEAST OF A FENCE CORNER, 6.8
 BY1441'FEET WEST OF A POWER POLE, 7.6 FEET SOUTH OF A FENCE AND 1.0 FOOT EAST
 BY1441'OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP
 BY1441'OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0555 ***********************************************************************
 CS0555  DESIGNATION -  H 408
 CS0555  PID         -  CS0555
 CS0555  STATE/COUNTY-  TX/NAVARRO
 CS0555  USGS QUAD   -  CORSICANA (1978)
 CS0555
 CS0555                         *CURRENT SURVEY CONTROL
 CS0555  ___________________________________________________________________
 CS0555* NAD 83(1986)-  32 06 15.     (N)    096 27 47.     (W)     SCALED    
 CS0555* NAVD 88     -       121.072  (meters)     397.22   (feet)  ADJUSTED  
 CS0555  ___________________________________________________________________
 CS0555  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CS0555  DYNAMIC HT  -         120.931 (meters)     396.75  (feet)  COMP
 CS0555  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 CS0555
 CS0555  VERT ORDER  -  SECOND    CLASS 0
 CS0555
 CS0555.The horizontal coordinates were scaled from a topographic map and have
 CS0555.an estimated accuracy of +/- 6 seconds.
 CS0555
 CS0555.The orthometric height was determined by differential leveling
 CS0555.and adjusted by the National Geodetic Survey in June 1991..
 CS0555
 CS0555.The geoid height was determined by GEOID03.
 CS0555
 CS0555.The dynamic height is computed by dividing the NAVD 88
 CS0555.geopotential number by the normal gravity value computed on the
 CS0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0555.degrees latitude (g = 980.6199 gals.).
 CS0555
 CS0555.The modeled gravity was interpolated from observed gravity values.
 CS0555
 CS0555;                    North         East    Units  Estimated Accuracy
 CS0555;SPC TXNC     - 2,050,380.      792,250.      MT  (+/- 180 meters Scaled)
 CS0555
 CS0555                          SUPERSEDED SURVEY CONTROL
 CS0555
 CS0555  NGVD 29 (??/??/92)  121.065  (m)          397.19   (f) ADJ UNCH    2 0
 CS0555
 CS0555.Superseded values are not recommended for survey control.
 CS0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0555.See file dsdata.txt to determine how the superseded data were derived.
 CS0555
 CS0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA393548(NAD 83)
 CS0555_MARKER: DB = BENCH MARK DISK
 CS0555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0555_SP_SET: BRIDGE
 CS0555_STAMPING: H 408 1947
 CS0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0555
 CS0555  HISTORY     - Date     Condition        Report By
 CS0555  HISTORY     - 1947     MONUMENTED       CGS
 CS0555  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0555  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0555
 CS0555                          STATION DESCRIPTION
 CS0555
 CS0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0555'0.8 MI N FROM CORSICANA.
 CS0555'0.8 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF U.S.
 CS0555'HIGHWAY NO. 75 AND STATE HIGHWAY NO. 31 AT CORSICANA, 0.1 MILE NORTH
 CS0555'OF A RAILROAD OVER HEAD CROSSING, AT THE NORTH END OF A LARGE CONCRETE
 CS0555'BRIDGE, 12.3 FEET EAST OF THE CENTER OF THE HIGHWAY, 2.5 FEET SOUTH OF
 CS0555'AN ANGLE WHERE THE BANISTER AND THE WING-WALL OF THE BRIDGE COME
 CS0555'TOGETHER, SET IN THE BASE OF THE EAST BANISTER OF THE BRIDGE, ABOUT 1
 CS0555'FOOT ABOVE THE PAVEMENT.
 CS0555
 CS0555                          STATION RECOVERY (1965)
 CS0555
 CS0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0555'MARK NOT FOUND.
 CS0555
 CS0555                          STATION RECOVERY (2002)
 CS0555
 CS0555'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS0555'MIDDLE NUMBER 3 IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0651 ***********************************************************************
 CS0651  DESIGNATION -  H 409
 CS0651  PID         -  CS0651
 CS0651  STATE/COUNTY-  TX/NAVARRO
 CS0651  USGS QUAD   -  POWELL (1959)
 CS0651
 CS0651                         *CURRENT SURVEY CONTROL
 CS0651  ___________________________________________________________________
 CS0651* NAD 83(1986)-  32 00 54.     (N)    096 18 07.     (W)     SCALED    
 CS0651* NAVD 88     -       122.597  (meters)     402.22   (feet)  ADJUSTED  
 CS0651  ___________________________________________________________________
 CS0651  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0651  DYNAMIC HT  -         122.454 (meters)     401.75  (feet)  COMP
 CS0651  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 CS0651
 CS0651  VERT ORDER  -  SECOND    CLASS 0
 CS0651
 CS0651.The horizontal coordinates were scaled from a topographic map and have
 CS0651.an estimated accuracy of +/- 6 seconds.
 CS0651
 CS0651.The orthometric height was determined by differential leveling
 CS0651.and adjusted by the National Geodetic Survey in June 1991..
 CS0651
 CS0651.The geoid height was determined by GEOID03.
 CS0651
 CS0651.The dynamic height is computed by dividing the NAVD 88
 CS0651.geopotential number by the normal gravity value computed on the
 CS0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0651.degrees latitude (g = 980.6199 gals.).
 CS0651
 CS0651.The modeled gravity was interpolated from observed gravity values.
 CS0651
 CS0651;                    North         East    Units  Estimated Accuracy
 CS0651;SPC TXNC     - 2,040,800.      807,660.      MT  (+/- 180 meters Scaled)
 CS0651
 CS0651                          SUPERSEDED SURVEY CONTROL
 CS0651
 CS0651  NGVD 29 (??/??/92)  122.591  (m)          402.20   (f) ADJ UNCH    2 0
 CS0651
 CS0651.Superseded values are not recommended for survey control.
 CS0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0651.See file dsdata.txt to determine how the superseded data were derived.
 CS0651
 CS0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA548452(NAD 83)
 CS0651_MARKER: DB = BENCH MARK DISK
 CS0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0651_SP_SET: CULVERT
 CS0651_STAMPING: H 409 1947
 CS0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0651
 CS0651  HISTORY     - Date     Condition        Report By
 CS0651  HISTORY     - 1947     MONUMENTED       CGS
 CS0651
 CS0651                          STATION DESCRIPTION
 CS0651
 CS0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0651'11.1 MI SE FROM CORSICANA.
 CS0651'11.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 CS0651'CORSICANA, 0.25 MILE WEST OF THE POST OFFICE AT EUREKA, 39 FEET SOUTH
 CS0651'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT ABOVE THE LEVEL OF THE
 CS0651'HIGHWAY.  A BRONZE DISK SET IN THE TOP OF THE NORTH END OF THE EAST
 CS0651'HEADWALLL OF A 4X4 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0759 ***********************************************************************
 BZ0759  DESIGNATION -  H 41
 BZ0759  PID         -  BZ0759
 BZ0759  STATE/COUNTY-  TX/HILL
 BZ0759  USGS QUAD   -  WHITNEY (1979)
 BZ0759
 BZ0759                         *CURRENT SURVEY CONTROL
 BZ0759  ___________________________________________________________________
 BZ0759* NAD 83(1986)-  31 56 40.     (N)    097 21 52.     (W)     SCALED    
 BZ0759* NAVD 88     -       169.617  (meters)     556.49   (feet)  ADJUSTED  
 BZ0759  ___________________________________________________________________
 BZ0759  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BZ0759  DYNAMIC HT  -         169.408 (meters)     555.80  (feet)  COMP
 BZ0759  MODELED GRAV-     979,400.9   (mgal)                       NAVD 88
 BZ0759
 BZ0759  VERT ORDER  -  SECOND    CLASS 0
 BZ0759
 BZ0759.The horizontal coordinates were scaled from a topographic map and have
 BZ0759.an estimated accuracy of +/- 6 seconds.
 BZ0759
 BZ0759.The orthometric height was determined by differential leveling
 BZ0759.and adjusted by the National Geodetic Survey in June 1991..
 BZ0759
 BZ0759.The geoid height was determined by GEOID03.
 BZ0759
 BZ0759.The dynamic height is computed by dividing the NAVD 88
 BZ0759.geopotential number by the normal gravity value computed on the
 BZ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0759.degrees latitude (g = 980.6199 gals.).
 BZ0759
 BZ0759.The modeled gravity was interpolated from observed gravity values.
 BZ0759
 BZ0759;                    North         East    Units  Estimated Accuracy
 BZ0759;SPC TXNC     - 2,031,390.      707,370.      MT  (+/- 180 meters Scaled)
 BZ0759
 BZ0759                          SUPERSEDED SURVEY CONTROL
 BZ0759
 BZ0759  NGVD 29 (??/??/92)  169.582  (m)          556.37   (f) ADJ UNCH    2 0
 BZ0759
 BZ0759.Superseded values are not recommended for survey control.
 BZ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0759.See file dsdata.txt to determine how the superseded data were derived.
 BZ0759
 BZ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA545354(NAD 83)
 BZ0759_MARKER: DB = BENCH MARK DISK
 BZ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0759_STAMPING: H 41 1923 P.T.34 C 556.370
 BZ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0759+STABILITY: SURFACE MOTION
 BZ0759
 BZ0759  HISTORY     - Date     Condition        Report By
 BZ0759  HISTORY     - 1923     MONUMENTED       CGS
 BZ0759  HISTORY     - 1951     GOOD             NGS
 BZ0759  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ0759
 BZ0759                          STATION DESCRIPTION
 BZ0759
 BZ0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BZ0759'02.5 MI W FROM WHITNEY.
 BZ0759'ABOUT 02.5 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 BZ0759'WHITNEY, HILL COUNTY, AT A ROAD CROSSING, 40 FEET NORTH OF THE
 BZ0759'CENTERLINE OF THE TRACKS, 27 FEET EAST OF THE CENTERLINE OF THE DIRT
 BZ0759'ROAD, 3 FEET SOUTH OF THE FENCE, 10 FEET EAST OF THE FENCE CORNER AND
 BZ0759'8 FEET SOUTHWEST OF POLE NO. 707.  IT IS 00.2 MILE SOUTH OF A MAIN
 BZ0759'EAST-WEST GRADED ROAD.  A STANDARD U.S.G.S. DISK SET IN THE TOP OF A
 BZ0759'CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND, AND STAMPED H 41
 BZ0759'1923 P.T.34 C 556.370.  NOTE-- THE M.K.T.R.R. IS BEING REBUILT TO
 BZ0759'CLEAR LAKE WHITNEY.  THE PRESENT RIGHT-OF-WAY WILL BE ABANDONED AND
 BZ0759'THE STEEL REMOVED.  THE MAXIMUM LAKE LEVEL IS 570 FEET WHICH WILL
 BZ0759'COVER THE AREA AT THIS MARK.
 BZ0759
 BZ0759                          STATION RECOVERY (1999)
 BZ0759
 BZ0759'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0482 ***********************************************************************
 AJ0482  DESIGNATION -  H 41
 AJ0482  PID         -  AJ0482
 AJ0482  STATE/COUNTY-  TX/JIM HOGG
 AJ0482  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0482
 AJ0482                         *CURRENT SURVEY CONTROL
 AJ0482  ___________________________________________________________________
 AJ0482* NAD 83(1986)-  27 18 19.     (N)    098 40 23.     (W)     SCALED    
 AJ0482* NAVD 88     -       166.486  (meters)     546.21   (feet)  ADJUSTED  
 AJ0482  ___________________________________________________________________
 AJ0482  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ0482  DYNAMIC HT  -         166.218 (meters)     545.33  (feet)  COMP
 AJ0482  MODELED GRAV-     979,036.8   (mgal)                       NAVD 88
 AJ0482
 AJ0482  VERT ORDER  -  FIRST     CLASS II
 AJ0482
 AJ0482.The horizontal coordinates were scaled from a topographic map and have
 AJ0482.an estimated accuracy of +/- 6 seconds.
 AJ0482
 AJ0482.The orthometric height was determined by differential leveling
 AJ0482.and adjusted by the National Geodetic Survey in June 1991..
 AJ0482.WARNING-Repeat measurements at this control monument indicate possible
 AJ0482.vertical movement.
 AJ0482
 AJ0482.The geoid height was determined by GEOID03.
 AJ0482
 AJ0482.The dynamic height is computed by dividing the NAVD 88
 AJ0482.geopotential number by the normal gravity value computed on the
 AJ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0482.degrees latitude (g = 980.6199 gals.).
 AJ0482
 AJ0482.The modeled gravity was interpolated from observed gravity values.
 AJ0482
 AJ0482;                    North         East    Units  Estimated Accuracy
 AJ0482;SPC TX S     - 5,181,560.      282,870.      MT  (+/- 180 meters Scaled)
 AJ0482
 AJ0482                          SUPERSEDED SURVEY CONTROL
 AJ0482
 AJ0482  NGVD 29 (??/??/92)  166.516  (m)          546.31   (f) ADJ UNCH    1 2
 AJ0482
 AJ0482.Superseded values are not recommended for survey control.
 AJ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0482.See file dsdata.txt to determine how the superseded data were derived.
 AJ0482
 AJ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR323202(NAD 83)
 AJ0482_MARKER: DD = SURVEY DISK
 AJ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0482_STAMPING: H 41 1923 TEXAS 546.311
 AJ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0482+STABILITY: SURFACE MOTION
 AJ0482
 AJ0482  HISTORY     - Date     Condition        Report By
 AJ0482  HISTORY     - 1923     MONUMENTED       USGS
 AJ0482  HISTORY     - 1943     GOOD             NGS
 AJ0482
 AJ0482                          STATION DESCRIPTION
 AJ0482
 AJ0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AJ0482'IN HEBBRONVILLE.
 AJ0482'BENCH MARK IS IN THE NORTHWEST CORNER OF A LOT OWNED BY JOHN EADS. IT
 AJ0482'IS ABOUT 160 FEET SOUTH OF THE TEXAS MEXICAN RAILROAD STATION IN
 AJ0482'HEBBRONVILLE.  12 FEET EAST OF THE LOT FENCE CORNER.  AND 3.0 FEET
 AJ0482'SOUTH OF A CONCRETE SIDEWALK.  A U. S. GEOLOGICAL SURVEY DISK SET IN
 AJ0482'CONCRETE POST, PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0349 ***********************************************************************
 BZ0349  DESIGNATION -  H 410
 BZ0349  PID         -  BZ0349
 BZ0349  STATE/COUNTY-  TX/FREESTONE
 BZ0349  USGS QUAD   -  YOUNG (1982)
 BZ0349
 BZ0349                         *CURRENT SURVEY CONTROL
 BZ0349  ___________________________________________________________________
 BZ0349* NAD 83(1986)-  31 48 42.     (N)    096 00 22.     (W)     SCALED    
 BZ0349* NAVD 88     -        97.277  (meters)     319.15   (feet)  ADJUSTED  
 BZ0349  ___________________________________________________________________
 BZ0349  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BZ0349  DYNAMIC HT  -          97.162 (meters)     318.77  (feet)  COMP
 BZ0349  MODELED GRAV-     979,447.8   (mgal)                       NAVD 88
 BZ0349
 BZ0349  VERT ORDER  -  SECOND    CLASS 0
 BZ0349
 BZ0349.The horizontal coordinates were scaled from a topographic map and have
 BZ0349.an estimated accuracy of +/- 6 seconds.
 BZ0349
 BZ0349.The orthometric height was determined by differential leveling
 BZ0349.and adjusted by the National Geodetic Survey in June 1991..
 BZ0349
 BZ0349.The geoid height was determined by GEOID03.
 BZ0349
 BZ0349.The dynamic height is computed by dividing the NAVD 88
 BZ0349.geopotential number by the normal gravity value computed on the
 BZ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0349.degrees latitude (g = 980.6199 gals.).
 BZ0349
 BZ0349.The modeled gravity was interpolated from observed gravity values.
 BZ0349
 BZ0349;                    North         East    Units  Estimated Accuracy
 BZ0349;SPC TX C     - 3,245,760.    1,109,620.      MT  (+/- 180 meters Scaled)
 BZ0349
 BZ0349                          SUPERSEDED SURVEY CONTROL
 BZ0349
 BZ0349  NGVD 29 (??/??/92)   97.267  (m)          319.12   (f) ADJ UNCH    2 0
 BZ0349
 BZ0349.Superseded values are not recommended for survey control.
 BZ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0349.See file dsdata.txt to determine how the superseded data were derived.
 BZ0349
 BZ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA834234(NAD 83)
 BZ0349_MARKER: DB = BENCH MARK DISK
 BZ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0349_STAMPING: H 410 1947
 BZ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0349+STABILITY: SURFACE MOTION
 BZ0349
 BZ0349  HISTORY     - Date     Condition        Report By
 BZ0349  HISTORY     - 1947     MONUMENTED       CGS
 BZ0349
 BZ0349                          STATION DESCRIPTION
 BZ0349
 BZ0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0349'6.2 MI SE FROM YOUNG.
 BZ0349'1.9 MILE SOUTH ALONG A DIRT ROAD AND 4.3 MILES EAST ALONG THE COOK
 BZ0349'LAKE ROAD FROM THE GENERAL STORE AT YOUNG, 0.1 MILE SOUTHWEST OF THE
 BZ0349'JUNCTION OF A ONE TRACK DIRT ROAD LEADING SOUTH THROUGH A PASTURE AND
 BZ0349'TOWARD TURLINGTON, 160.0 FEET NORTHEAST OF A 3-FOOT IRON PIPE CULVERT
 BZ0349'UNDER THE ROAD, 51.0 FEET NORTH OF AND ACROSS THE ROAD FROM THE 2
 BZ0349'1/2-FOOT OAK TREE WHICH IS BEING USED FOR A FENCE CORNER POST, 16.0
 BZ0349'FEET NORTHWEST OF THE CENTER OF THE ROAD, 2.5 FEET NORTHEAST OF A
 BZ0349'REFERENCE POST, 1.0 FOOT SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY
 BZ0349'FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BZ0349'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0593 ***********************************************************************
 CS0593  DESIGNATION -  H 411
 CS0593  PID         -  CS0593
 CS0593  STATE/COUNTY-  TX/NAVARRO
 CS0593  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0593
 CS0593                         *CURRENT SURVEY CONTROL
 CS0593  ___________________________________________________________________
 CS0593* NAD 83(1986)-  32 04 16.     (N)    096 05 29.     (W)     SCALED    
 CS0593* NAVD 88     -        93.429  (meters)     306.52   (feet)  ADJUSTED  
 CS0593  ___________________________________________________________________
 CS0593  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0593  DYNAMIC HT  -          93.321 (meters)     306.17  (feet)  COMP
 CS0593  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 CS0593
 CS0593  VERT ORDER  -  SECOND    CLASS 0
 CS0593
 CS0593.The horizontal coordinates were scaled from a topographic map and have
 CS0593.an estimated accuracy of +/- 6 seconds.
 CS0593
 CS0593.The orthometric height was determined by differential leveling
 CS0593.and adjusted by the National Geodetic Survey in June 1991..
 CS0593
 CS0593.The geoid height was determined by GEOID03.
 CS0593
 CS0593.The dynamic height is computed by dividing the NAVD 88
 CS0593.geopotential number by the normal gravity value computed on the
 CS0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0593.degrees latitude (g = 980.6199 gals.).
 CS0593
 CS0593.The modeled gravity was interpolated from observed gravity values.
 CS0593
 CS0593;                    North         East    Units  Estimated Accuracy
 CS0593;SPC TXNC     - 2,047,460.      827,410.      MT  (+/- 180 meters Scaled)
 CS0593
 CS0593                          SUPERSEDED SURVEY CONTROL
 CS0593
 CS0593  NGVD 29 (??/??/92)   93.431  (m)          306.53   (f) ADJ UNCH    2 0
 CS0593
 CS0593.Superseded values are not recommended for survey control.
 CS0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0593.See file dsdata.txt to determine how the superseded data were derived.
 CS0593
 CS0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA745520(NAD 83)
 CS0593_MARKER: DB = BENCH MARK DISK
 CS0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0593_STAMPING: H 411 1947
 CS0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0593+STABILITY: SURFACE MOTION
 CS0593
 CS0593  HISTORY     - Date     Condition        Report By
 CS0593  HISTORY     - 1947     MONUMENTED       CGS
 CS0593
 CS0593                          STATION DESCRIPTION
 CS0593
 CS0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0593'3.0 MI E FROM RURAL SHADE.
 CS0593'2.6 MILES EAST ALONG A DIRT ROAD FROM THE DUNCAN GROCERY IN RURAL
 CS0593'SHADE TO A FARM HOUSE ON THE LEFT AND THE END OF THE ROAD, CONTINUE
 CS0593'0.4 MILE EAST ALONG A PASTURE ROAD TO THE SITE OF THE MARK.  22 FEET
 CS0593'SOUTH OF THE CENTERLINE OF THE PASTURE ROAD, 4 FEET WEST OF A 4X4
 CS0593'MARKER POST, 2 FEET EAST OF A CORNER POST, 1 FOOT NORTH OF A EAST-WEST
 CS0593'FENCE LINE, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  A BRONZE DISK
 CS0593'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1049 ***********************************************************************
 BL1049  DESIGNATION -  H 412
 BL1049  PID         -  BL1049
 BL1049  STATE/COUNTY-  TX/SAN JACINTO
 BL1049  USGS QUAD   -  COLDSPRING (1997)
 BL1049
 BL1049                         *CURRENT SURVEY CONTROL
 BL1049  ___________________________________________________________________
 BL1049* NAD 83(1986)-  30 34 00.     (N)    095 12 26.     (W)     SCALED    
 BL1049* NAVD 88     -        80.55   (+/-2cm)     264.3    (feet)  VERTCON   
 BL1049  ___________________________________________________________________
 BL1049  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL1049
 BL1049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1049
 BL1049.The horizontal coordinates were scaled from a topographic map and have
 BL1049.an estimated accuracy of +/- 6 seconds.
 BL1049
 BL1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1049.The vertical order pertains to the NGVD 29 superseded value.
 BL1049
 BL1049.The geoid height was determined by GEOID03.
 BL1049
 BL1049;                    North         East    Units  Estimated Accuracy
 BL1049;SPC TX C     - 3,111,100.    1,191,550.      MT  (+/- 180 meters Scaled)
 BL1049
 BL1049                          SUPERSEDED SURVEY CONTROL
 BL1049
 BL1049  NGVD 29 (??/??/92)   80.556  (m)          264.29   (f) ADJ UNCH    2 0
 BL1049
 BL1049.Superseded values are not recommended for survey control.
 BL1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1049.See file dsdata.txt to determine how the superseded data were derived.
 BL1049
 BL1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP883836(NAD 83)
 BL1049_MARKER: DB = BENCH MARK DISK
 BL1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1049_STAMPING: H 412 1947
 BL1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1049+STABILITY: SURFACE MOTION
 BL1049
 BL1049  HISTORY     - Date     Condition        Report By
 BL1049  HISTORY     - 1947     MONUMENTED       CGS
 BL1049
 BL1049                          STATION DESCRIPTION
 BL1049
 BL1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1049'1.9 MI E FROM EVERGREEN.
 BL1049'1.9 MILES EAST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1049'EVERGREEN, 287.0 FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH,
 BL1049'264.0 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 125.0
 BL1049'FEET WEST OF A 16 INCH PINE TREE, 62.6 FEET EAST OF A CONCRETE RIGHT
 BL1049'OF WAY MARKER POST, 47.0 FEET NORTH OF AND 2.0 FEET LOWER THAN THE
 BL1049'CENTER LINE OF THE HIGHWAY, 6.0 FEET WEST OF A TELEPHONE POLE, 1.5
 BL1049'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1049'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1838 ***********************************************************************
 BY1838  DESIGNATION -  H 415
 BY1838  PID         -  BY1838
 BY1838  STATE/COUNTY-  TX/LEON
 BY1838  USGS QUAD   -  EUNICE (1964)
 BY1838
 BY1838                         *CURRENT SURVEY CONTROL
 BY1838  ___________________________________________________________________
 BY1838* NAD 83(1986)-  31 19 57.     (N)    095 46 34.     (W)     SCALED    
 BY1838* NAVD 88     -        79.52   (+/-2cm)     260.9    (feet)  VERTCON   
 BY1838  ___________________________________________________________________
 BY1838  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY1838
 BY1838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1838
 BY1838.The horizontal coordinates were scaled from a topographic map and have
 BY1838.an estimated accuracy of +/- 6 seconds.
 BY1838
 BY1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1838.The vertical order pertains to the NGVD 29 superseded value.
 BY1838
 BY1838.The geoid height was determined by GEOID03.
 BY1838
 BY1838;                    North         East    Units  Estimated Accuracy
 BY1838;SPC TX C     - 3,193,550.    1,133,550.      MT  (+/- 180 meters Scaled)
 BY1838
 BY1838                          SUPERSEDED SURVEY CONTROL
 BY1838
 BY1838  NGVD 29 (??/??/92)   79.502  (m)          260.83   (f) ADJ UNCH    2 0
 BY1838
 BY1838.Superseded values are not recommended for survey control.
 BY1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1838.See file dsdata.txt to determine how the superseded data were derived.
 BY1838
 BY1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ358697(NAD 83)
 BY1838_MARKER: DB = BENCH MARK DISK
 BY1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1838_STAMPING: H 415 1947
 BY1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1838+STABILITY: SURFACE MOTION
 BY1838
 BY1838  HISTORY     - Date     Condition        Report By
 BY1838  HISTORY     - 1947     MONUMENTED       CGS
 BY1838
 BY1838                          STATION DESCRIPTION
 BY1838
 BY1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1838'13.7 MI E FROM CENTERVILLE.
 BY1838'ABOUT 13.7 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1838'CENTERVILLE, ABOUT 103 YARDS NORTHWEST OF THE NORTH END OF A CONCRETE
 BY1838'TUBE CULVERT, 70.0 FEET NORTH OF AND ABOUT 2.0 FEET HIGHER THAN THE
 BY1838'CENTER LINE OF THE HIGHWAY, 20.0 FEET SOUTHEAST OF A TEN INCH PINE
 BY1838'TREE, 2.5 FEET NORTH OF A FENCE AND 1.5 FEET EAST OF A 4 X 4 IN.
 BY1838'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BY1838'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0452 ***********************************************************************
 BZ0452  DESIGNATION -  H 416
 BZ0452  PID         -  BZ0452
 BZ0452  STATE/COUNTY-  TX/LEON
 BZ0452  USGS QUAD   -  BUFFALO (1982)
 BZ0452
 BZ0452                         *CURRENT SURVEY CONTROL
 BZ0452  ___________________________________________________________________
 BZ0452* NAD 83(1986)-  31 24 54.     (N)    096 00 49.     (W)     SCALED    
 BZ0452* NAVD 88     -       130.23   (+/-2cm)     427.3    (feet)  VERTCON   
 BZ0452  ___________________________________________________________________
 BZ0452  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BZ0452
 BZ0452  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0452
 BZ0452.The horizontal coordinates were scaled from a topographic map and have
 BZ0452.an estimated accuracy of +/- 6 seconds.
 BZ0452
 BZ0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0452.The vertical order pertains to the NGVD 29 superseded value.
 BZ0452
 BZ0452.The geoid height was determined by GEOID03.
 BZ0452
 BZ0452;                    North         East    Units  Estimated Accuracy
 BZ0452;SPC TX C     - 3,201,790.    1,110,610.      MT  (+/- 180 meters Scaled)
 BZ0452
 BZ0452                          SUPERSEDED SURVEY CONTROL
 BZ0452
 BZ0452  NGVD 29 (??/??/92)  130.200  (m)          427.16   (f) ADJ UNCH    2 0
 BZ0452
 BZ0452.Superseded values are not recommended for survey control.
 BZ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0452.See file dsdata.txt to determine how the superseded data were derived.
 BZ0452
 BZ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV839794(NAD 83)
 BZ0452_MARKER: DB = BENCH MARK DISK
 BZ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0452_STAMPING: H 416 1947
 BZ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0452+STABILITY: SURFACE MOTION
 BZ0452
 BZ0452  HISTORY     - Date     Condition        Report By
 BZ0452  HISTORY     - 1947     MONUMENTED       CGS
 BZ0452
 BZ0452                          STATION DESCRIPTION
 BZ0452
 BZ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0452'5.2 MI SE FROM BUFFALO.
 BZ0452'TO REACH FROM THE POST OFFICE AT BUFFALO GO SOUTHWEST 0.4 MILE ALONG
 BZ0452'U.S. HIGHWAY NO.79, THENCE SOUTHEASTERLY 4.8 MILES ALONG U.S. HIGHWAY
 BZ0452'NO.75 TO SITE OF MARK, BENCH MARK IS 50.0 FEET WEST OF AND ABOUT 1.0
 BZ0452'FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 48.0 FEET SOUTH OF
 BZ0452'THE SOUTH END OF A BOARD GATE, 34.9 FEET NORTH OF A TWELVE INCH OAK
 BZ0452'TREE, 1.5 FEET EAST OF A FENCE AND 1.5 FEET NORTH OF A 4 X 4 IN.
 BZ0452'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BZ0452'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0465 ***********************************************************************
 BZ0465  DESIGNATION -  H 418
 BZ0465  PID         -  BZ0465
 BZ0465  STATE/COUNTY-  TX/LEON
 BZ0465  USGS QUAD   -  BUFFALO (1982)
 BZ0465
 BZ0465                         *CURRENT SURVEY CONTROL
 BZ0465  ___________________________________________________________________
 BZ0465* NAD 83(1986)-  31 23 29.     (N)    096 03 14.     (W)     SCALED    
 BZ0465* NAVD 88     -       111.98   (+/-2cm)     367.4    (feet)  VERTCON   
 BZ0465  ___________________________________________________________________
 BZ0465  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BZ0465
 BZ0465  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0465
 BZ0465.The horizontal coordinates were scaled from a topographic map and have
 BZ0465.an estimated accuracy of +/- 6 seconds.
 BZ0465
 BZ0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0465.The vertical order pertains to the NGVD 29 superseded value.
 BZ0465
 BZ0465.The geoid height was determined by GEOID03.
 BZ0465
 BZ0465;                    North         East    Units  Estimated Accuracy
 BZ0465;SPC TX C     - 3,199,020.    1,106,890.      MT  (+/- 180 meters Scaled)
 BZ0465
 BZ0465                          SUPERSEDED SURVEY CONTROL
 BZ0465
 BZ0465  NGVD 29 (??/??/92)  111.950  (m)          367.29   (f) ADJ UNCH    2 0
 BZ0465
 BZ0465.Superseded values are not recommended for survey control.
 BZ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0465.See file dsdata.txt to determine how the superseded data were derived.
 BZ0465
 BZ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV801767(NAD 83)
 BZ0465_MARKER: DB = BENCH MARK DISK
 BZ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0465_STAMPING: H 418 1947
 BZ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0465+STABILITY: SURFACE MOTION
 BZ0465
 BZ0465  HISTORY     - Date     Condition        Report By
 BZ0465  HISTORY     - 1947     MONUMENTED       CGS
 BZ0465
 BZ0465                          STATION DESCRIPTION
 BZ0465
 BZ0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0465'8.8 MI E FROM JEWETT.
 BZ0465'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEST 2.9 MILES
 BZ0465'ALONG U.S.HIGHWAY NO.79, THENCE SOUTHEAST 2.6 MILES ALONG A GRADED
 BZ0465'DIRT ROAD, THENCE EASTERLY 3.3 MILES ALONG A GRADED DIRT ROAD TO SITE
 BZ0465'OF MARK, BENCH MARK IS 48.5 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE
 BZ0465'CENTER LINE OF THE ROAD, 45.4 FEET NMORTHWEST OF THE NORTHWEST CORNER
 BZ0465'OF A WOODEN BRIDGE ACROSS RED OAK BRANCH, 52.0 FEET NORTH OF A FENCE
 BZ0465'CORNER, 26.0 FEET NORTH OF A TWELVE INCH OAK TREE, 5.7 FEET EAST OF A
 BZ0465'FENCE AND 1.5 FEET SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BZ0465'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1
 BZ0465'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0484 ***********************************************************************
 AJ0484  DESIGNATION -  H 42
 AJ0484  PID         -  AJ0484
 AJ0484  STATE/COUNTY-  TX/JIM HOGG
 AJ0484  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0484
 AJ0484                         *CURRENT SURVEY CONTROL
 AJ0484  ___________________________________________________________________
 AJ0484* NAD 83(1986)-  27 18 28.     (N)    098 40 39.     (W)     SCALED    
 AJ0484* NAVD 88     -       168.688  (meters)     553.44   (feet)  ADJUSTED  
 AJ0484  ___________________________________________________________________
 AJ0484  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ0484  DYNAMIC HT  -         168.417 (meters)     552.55  (feet)  COMP
 AJ0484  MODELED GRAV-     979,036.3   (mgal)                       NAVD 88
 AJ0484
 AJ0484  VERT ORDER  -  FIRST     CLASS II
 AJ0484
 AJ0484.The horizontal coordinates were scaled from a topographic map and have
 AJ0484.an estimated accuracy of +/- 6 seconds.
 AJ0484
 AJ0484.The orthometric height was determined by differential leveling
 AJ0484.and adjusted by the National Geodetic Survey in June 1991..
 AJ0484
 AJ0484.The geoid height was determined by GEOID03.
 AJ0484
 AJ0484.The dynamic height is computed by dividing the NAVD 88
 AJ0484.geopotential number by the normal gravity value computed on the
 AJ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0484.degrees latitude (g = 980.6199 gals.).
 AJ0484
 AJ0484.The modeled gravity was interpolated from observed gravity values.
 AJ0484
 AJ0484;                    North         East    Units  Estimated Accuracy
 AJ0484;SPC TX S     - 5,181,830.      282,430.      MT  (+/- 180 meters Scaled)
 AJ0484
 AJ0484                          SUPERSEDED SURVEY CONTROL
 AJ0484
 AJ0484  NGVD 29 (??/??/92)  168.721  (m)          553.55   (f) ADJ UNCH    1 2
 AJ0484
 AJ0484.Superseded values are not recommended for survey control.
 AJ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0484.See file dsdata.txt to determine how the superseded data were derived.
 AJ0484
 AJ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR319205(NAD 83)
 AJ0484_MARKER: DD = SURVEY DISK
 AJ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0484_STAMPING: H 42 1923 TEXAS 553.55
 AJ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0484+STABILITY: SURFACE MOTION
 AJ0484
 AJ0484  HISTORY     - Date     Condition        Report By
 AJ0484  HISTORY     - 1923     MONUMENTED       USGS
 AJ0484  HISTORY     - 1933     GOOD             NGS
 AJ0484  HISTORY     - 1934     GOOD             NGS
 AJ0484
 AJ0484                          STATION DESCRIPTION
 AJ0484
 AJ0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0484'IN HEBBRONVILLE.
 AJ0484'IN THE SOUTHWEST CORNER OF THE COURT HOUSE YARD FOUR FEET E.S.E. OF A
 AJ0484'TREE LOCATED IN SUCH CORNER.  MARK FLUSH WITH GROUND.
 AJ0484
 AJ0484                          STATION RECOVERY (1934)
 AJ0484
 AJ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0757 ***********************************************************************
 BZ0757  DESIGNATION -  H 42 USGS
 BZ0757  PID         -  BZ0757
 BZ0757  STATE/COUNTY-  TX/BOSQUE
 BZ0757  USGS QUAD   -  ALLEN BEND (1968)
 BZ0757
 BZ0757                         *CURRENT SURVEY CONTROL
 BZ0757  ___________________________________________________________________
 BZ0757* NAD 83(1986)-  31 56 46.     (N)    097 24 43.     (W)     SCALED    
 BZ0757* NAVD 88     -       153.933  (meters)     505.03   (feet)  ADJUSTED  
 BZ0757  ___________________________________________________________________
 BZ0757  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BZ0757  DYNAMIC HT  -         153.742 (meters)     504.40  (feet)  COMP
 BZ0757  MODELED GRAV-     979,399.8   (mgal)                       NAVD 88
 BZ0757
 BZ0757  VERT ORDER  -  SECOND    CLASS 0
 BZ0757
 BZ0757.The horizontal coordinates were scaled from a topographic map and have
 BZ0757.an estimated accuracy of +/- 6 seconds.
 BZ0757
 BZ0757.The orthometric height was determined by differential leveling
 BZ0757.and adjusted by the National Geodetic Survey in June 1991..
 BZ0757
 BZ0757.The geoid height was determined by GEOID03.
 BZ0757
 BZ0757.The dynamic height is computed by dividing the NAVD 88
 BZ0757.geopotential number by the normal gravity value computed on the
 BZ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0757.degrees latitude (g = 980.6199 gals.).
 BZ0757
 BZ0757.The modeled gravity was interpolated from observed gravity values.
 BZ0757
 BZ0757;                    North         East    Units  Estimated Accuracy
 BZ0757;SPC TX C     - 3,256,330.      976,190.      MT  (+/- 180 meters Scaled)
 BZ0757
 BZ0757                          SUPERSEDED SURVEY CONTROL
 BZ0757
 BZ0757  NGVD 29 (??/??/92)  153.898  (m)          504.91   (f) ADJ UNCH    2 0
 BZ0757
 BZ0757.Superseded values are not recommended for survey control.
 BZ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0757.See file dsdata.txt to determine how the superseded data were derived.
 BZ0757
 BZ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA500355(NAD 83)
 BZ0757_MARKER: DD = SURVEY DISK
 BZ0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0757_STAMPING: H-42 1923
 BZ0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0757+STABILITY: SURFACE MOTION
 BZ0757
 BZ0757  HISTORY     - Date     Condition        Report By
 BZ0757  HISTORY     - 1923     MONUMENTED       USGS
 BZ0757  HISTORY     - 1933     GOOD             NGS
 BZ0757  HISTORY     - 1951     MARK NOT FOUND   NGS
 BZ0757  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0757
 BZ0757                          STATION DESCRIPTION
 BZ0757
 BZ0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0757'5.6 MI W FROM WHITNEY.
 BZ0757'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, IN NORTHWEST CORNER OF ROAD
 BZ0757'CROSSING, IN CORNER OF FENCE.  NOTE-- AREA COVERED W/SAND AND WILL BE
 BZ0757'COVERED W/63 FT. OF WATER.
 BZ0757
 BZ0757                          STATION RECOVERY (1951)
 BZ0757
 BZ0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 BZ0757'MARK NOT FOUND.
 BZ0757
 BZ0757                          STATION RECOVERY (2001)
 BZ0757
 BZ0757'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1876 ***********************************************************************
 BY1876  DESIGNATION -  H 420
 BY1876  PID         -  BY1876
 BY1876  STATE/COUNTY-  TX/LEON
 BY1876  USGS QUAD   -  MIDDLETON (1972)
 BY1876
 BY1876                         *CURRENT SURVEY CONTROL
 BY1876  ___________________________________________________________________
 BY1876* NAD 83(1986)-  31 11 33.     (N)    095 50 07.     (W)     SCALED    
 BY1876* NAVD 88     -        71.38   (+/-2cm)     234.2    (feet)  VERTCON   
 BY1876  ___________________________________________________________________
 BY1876  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY1876
 BY1876  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1876
 BY1876.The horizontal coordinates were scaled from a topographic map and have
 BY1876.an estimated accuracy of +/- 6 seconds.
 BY1876
 BY1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1876.The vertical order pertains to the NGVD 29 superseded value.
 BY1876
 BY1876.The geoid height was determined by GEOID03.
 BY1876
 BY1876;                    North         East    Units  Estimated Accuracy
 BY1876;SPC TX C     - 3,177,810.    1,128,550.      MT  (+/- 180 meters Scaled)
 BY1876
 BY1876                          SUPERSEDED SURVEY CONTROL
 BY1876
 BY1876  NGVD 29 (??/??/92)   71.376  (m)          234.17   (f) ADJ UNCH    2 0
 BY1876
 BY1876.Superseded values are not recommended for survey control.
 BY1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1876.See file dsdata.txt to determine how the superseded data were derived.
 BY1876
 BY1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ298544(NAD 83)
 BY1876_MARKER: DB = BENCH MARK DISK
 BY1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1876_STAMPING: H 420 1947
 BY1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1876+STABILITY: SURFACE MOTION
 BY1876
 BY1876  HISTORY     - Date     Condition        Report By
 BY1876  HISTORY     - 1947     MONUMENTED       CGS
 BY1876
 BY1876                          STATION DESCRIPTION
 BY1876
 BY1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1876'2.6 MI NE FROM MIDDLETON.
 BY1876'TO REACH FROM THE POST OFFICE AT MIDDLETON GO EAST 1.1 MILES ALONG A
 BY1876'GRADED DIRT ROAD, THENCE NORTH 1.5 MILES ALONG A GRADED DIRT ROAD TO
 BY1876'SITE OF MARK, BENCH MARK IS 68.2 FEET SOUTHWEST OF A TWENTYFOUR INCH
 BY1876'OAK TREE, 64.5 FEET NORTHEAST OF THE EAST CORNER OF A WOODEN BRIDGE,
 BY1876'38.5 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 BY1876'ROAD, 1.0 FOOT NORTHWEST OF A FENCE AND 1.5 FEET NORTHEAST OF A 4 X 4
 BY1876'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1876'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0322 ***********************************************************************
 BZ0322  DESIGNATION -  H 421
 BZ0322  PID         -  BZ0322
 BZ0322  STATE/COUNTY-  TX/FREESTONE
 BZ0322  USGS QUAD   -  YOUNG (1982)
 BZ0322
 BZ0322                         *CURRENT SURVEY CONTROL
 BZ0322  ___________________________________________________________________
 BZ0322* NAD 83(1986)-  31 49 18.     (N)    096 05 57.     (W)     SCALED    
 BZ0322* NAVD 88     -       122.741  (meters)     402.69   (feet)  ADJUSTED  
 BZ0322  ___________________________________________________________________
 BZ0322  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 BZ0322  DYNAMIC HT  -         122.595 (meters)     402.21  (feet)  COMP
 BZ0322  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 BZ0322
 BZ0322  VERT ORDER  -  SECOND    CLASS 0
 BZ0322
 BZ0322.The horizontal coordinates were scaled from a topographic map and have
 BZ0322.an estimated accuracy of +/- 6 seconds.
 BZ0322
 BZ0322.The orthometric height was determined by differential leveling
 BZ0322.and adjusted by the National Geodetic Survey in June 1991..
 BZ0322
 BZ0322.The geoid height was determined by GEOID03.
 BZ0322
 BZ0322.The dynamic height is computed by dividing the NAVD 88
 BZ0322.geopotential number by the normal gravity value computed on the
 BZ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0322.degrees latitude (g = 980.6199 gals.).
 BZ0322
 BZ0322.The modeled gravity was interpolated from observed gravity values.
 BZ0322
 BZ0322;                    North         East    Units  Estimated Accuracy
 BZ0322;SPC TX C     - 3,246,530.    1,100,770.      MT  (+/- 180 meters Scaled)
 BZ0322
 BZ0322                          SUPERSEDED SURVEY CONTROL
 BZ0322
 BZ0322  NGVD 29 (??/??/92)  122.730  (m)          402.66   (f) ADJ UNCH    2 0
 BZ0322
 BZ0322.Superseded values are not recommended for survey control.
 BZ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0322.See file dsdata.txt to determine how the superseded data were derived.
 BZ0322
 BZ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA745243(NAD 83)
 BZ0322_MARKER: DB = BENCH MARK DISK
 BZ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0322_STAMPING: H 421 1947
 BZ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0322+STABILITY: SURFACE MOTION
 BZ0322
 BZ0322  HISTORY     - Date     Condition        Report By
 BZ0322  HISTORY     - 1947     MONUMENTED       CGS
 BZ0322
 BZ0322                          STATION DESCRIPTION
 BZ0322
 BZ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0322'8.3 MI E FROM STEWARDS MILL.
 BZ0322'TO REACH FROM THE CROSS ROADS AT STEWARDS MILL, PROCEED 2.0 MILES
 BZ0322'NORTHEAST ALONG A DIRT ROAD, THENCE 0.8 MILE SOUTHEAST ALONG A ONE
 BZ0322'TRACK DIRT ROAD, THENCE 3.2 MILES EAST, 0.2 MILE SOUTH AND 2.1 MILES
 BZ0322'EAST ALONG A DIRT ROAD, BENCH MARK IS AT THE JUNCTION OF A ONE TRACK
 BZ0322'DIRT CROSS ROAD, 52.0 FEET WEST OF THE CENTER OF THE CROSS ROAD, 33.0
 BZ0322'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 2.2 FEET NORTH OF A
 BZ0322'REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND
 BZ0322'PROJECTING 0.3 FOOT.  NOTE-- TO REACH THIS BENCH MARK FROM THE GENERAL
 BZ0322'STORE AT YOUNG, PROCEED 1.9 MILE SOUTH AND 2.5 MILES WEST ALONG A DIRT
 BZ0322'ROAD, THENCE 0.8 NORTH ALONG A ONE TRACK DIRT ROAD TO THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0702 ***********************************************************************
 CS0702  DESIGNATION -  H 422
 CS0702  PID         -  CS0702
 CS0702  STATE/COUNTY-  TX/NAVARRO
 CS0702  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0702
 CS0702                         *CURRENT SURVEY CONTROL
 CS0702  ___________________________________________________________________
 CS0702* NAD 83(1986)-  32 01 45.     (N)    096 05 54.     (W)     SCALED    
 CS0702* NAVD 88     -       100.963  (meters)     331.24   (feet)  ADJUSTED  
 CS0702  ___________________________________________________________________
 CS0702  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0702  DYNAMIC HT  -         100.846 (meters)     330.86  (feet)  COMP
 CS0702  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 CS0702
 CS0702  VERT ORDER  -  SECOND    CLASS 0
 CS0702
 CS0702.The horizontal coordinates were scaled from a topographic map and have
 CS0702.an estimated accuracy of +/- 6 seconds.
 CS0702
 CS0702.The orthometric height was determined by differential leveling
 CS0702.and adjusted by the National Geodetic Survey in June 1991..
 CS0702
 CS0702.The geoid height was determined by GEOID03.
 CS0702
 CS0702.The dynamic height is computed by dividing the NAVD 88
 CS0702.geopotential number by the normal gravity value computed on the
 CS0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0702.degrees latitude (g = 980.6199 gals.).
 CS0702
 CS0702.The modeled gravity was interpolated from observed gravity values.
 CS0702
 CS0702;                    North         East    Units  Estimated Accuracy
 CS0702;SPC TXNC     - 2,042,790.      826,860.      MT  (+/- 180 meters Scaled)
 CS0702
 CS0702                          SUPERSEDED SURVEY CONTROL
 CS0702
 CS0702  NGVD 29 (??/??/92)  100.964  (m)          331.25   (f) ADJ UNCH    2 0
 CS0702
 CS0702.Superseded values are not recommended for survey control.
 CS0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0702.See file dsdata.txt to determine how the superseded data were derived.
 CS0702
 CS0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA740473(NAD 83)
 CS0702_MARKER: DB = BENCH MARK DISK
 CS0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0702_STAMPING: H 422 1947
 CS0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0702+STABILITY: SURFACE MOTION
 CS0702
 CS0702  HISTORY     - Date     Condition        Report By
 CS0702  HISTORY     - 1947     MONUMENTED       CGS
 CS0702
 CS0702                          STATION DESCRIPTION
 CS0702
 CS0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0702'3.2 MI SE FROM RURAL SHADE.
 CS0702'0.6 OF A MILE NORTHEAST ALONG A GRADED DIRT ROAD FROM THE RURAL SHADE
 CS0702'ELEMENTARY SCHOOL, THENCE 1.3 MILES EAST ALONG A GRADED DIRT ROAD,
 CS0702'THENCE 1.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD TO THE SITE OF THE
 CS0702'BENCH MARK.  THE MARK IS AT A ROAD JUNCTION, 200 YARDS NORTHEAST OF A
 CS0702'WOODEN BRIDGE, 53 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF A ROAD
 CS0702'LEADING TO THE NORTHWEST, 29 FEET SOUTHEAST OF AND 3 FEET HIGHER THAN
 CS0702'THE CENTER LINE OF A NORTHEAST-SOUTHWEST ROAD, 9 FEET SOUTHEAST OF A
 CS0702'FENCE, AND 2 FEET SOUTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK SET
 CS0702'IN THE TOP OF A CONCRETE POST AND PROJECTING 3 INCHES ABOVE THE
 CS0702'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0804 ***********************************************************************
 GL0804  DESIGNATION -  H 423
 GL0804  PID         -  GL0804
 GL0804  STATE/COUNTY-  TX/DALLAM
 GL0804  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0804
 GL0804                         *CURRENT SURVEY CONTROL
 GL0804  ___________________________________________________________________
 GL0804* NAD 83(1986)-  36 18 14.     (N)    103 02 29.     (W)     SCALED    
 GL0804* NAVD 88     -      1408.081  (meters)    4619.68   (feet)  ADJUSTED  
 GL0804  ___________________________________________________________________
 GL0804  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 GL0804  DYNAMIC HT  -        1406.421 (meters)    4614.23  (feet)  COMP
 GL0804  MODELED GRAV-     979,404.3   (mgal)                       NAVD 88
 GL0804
 GL0804  VERT ORDER  -  SECOND    CLASS 0
 GL0804
 GL0804.The horizontal coordinates were scaled from a topographic map and have
 GL0804.an estimated accuracy of +/- 6 seconds.
 GL0804
 GL0804.The orthometric height was determined by differential leveling
 GL0804.and adjusted by the National Geodetic Survey in June 1991..
 GL0804
 GL0804.The geoid height was determined by GEOID03.
 GL0804
 GL0804.The dynamic height is computed by dividing the NAVD 88
 GL0804.geopotential number by the normal gravity value computed on the
 GL0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0804.degrees latitude (g = 980.6199 gals.).
 GL0804
 GL0804.The modeled gravity was interpolated from observed gravity values.
 GL0804
 GL0804;                    North         East    Units  Estimated Accuracy
 GL0804;SPC TX N     - 1,256,680.       61,560.      MT  (+/- 180 meters Scaled)
 GL0804
 GL0804                          SUPERSEDED SURVEY CONTROL
 GL0804
 GL0804  NGVD 29 (??/??/92) 1407.400  (m)         4617.44   (f) ADJ UNCH    2 0
 GL0804
 GL0804.Superseded values are not recommended for survey control.
 GL0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0804.See file dsdata.txt to determine how the superseded data were derived.
 GL0804
 GL0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA758194(NAD 83)
 GL0804_MARKER: DB = BENCH MARK DISK
 GL0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0804_STAMPING: H 423 1955
 GL0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0804+STABILITY: SURFACE MOTION
 GL0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0804+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0804
 GL0804  HISTORY     - Date     Condition        Report By
 GL0804  HISTORY     - 1955     MONUMENTED       CGS
 GL0804  HISTORY     - 20050806 GOOD             USPSQD
 GL0804
 GL0804                          STATION DESCRIPTION
 GL0804
 GL0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0804'5.5 MI S FROM TEXLINE.
 GL0804'5.5 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0804'CITY RAILROAD STATION AT TEXLINE, 71 FEET WEST OF THE CENTER LINE OF
 GL0804'THE FARM ROAD, 34 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD
 GL0804'LEADING WEST, 10 FEET NORTH OF A FENCE CORNER, 3.5 FEET EAST OF A
 GL0804'FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0804'POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 GL0804
 GL0804                          STATION RECOVERY (2005)
 GL0804
 GL0804'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0804'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0064 ***********************************************************************
 EN0064  DESIGNATION -  H 426
 EN0064  PID         -  EN0064
 EN0064  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0064  USGS QUAD   -  WELLINGTON (1982)
 EN0064
 EN0064                         *CURRENT SURVEY CONTROL
 EN0064  ___________________________________________________________________
 EN0064* NAD 83(1986)-  34 49 12.     (N)    100 07 46.     (W)     SCALED    
 EN0064* NAVD 88     -       590.823  (meters)    1938.39   (feet)  POSTED    
 EN0064  ___________________________________________________________________
 EN0064  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 EN0064  DYNAMIC HT  -         590.160 (meters)    1936.22  (feet)  COMP
 EN0064  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 EN0064
 EN0064  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EN0064
 EN0064.The horizontal coordinates were scaled from a topographic map and have
 EN0064.an estimated accuracy of +/- 6 seconds.
 EN0064
 EN0064.The orthometric height was determined by differential leveling
 EN0064.and adjusted by the National Geodetic Survey in 1992..
 EN0064.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EN0064.rate of 0.0 thru 1.0 mm/km.
 EN0064
 EN0064.The geoid height was determined by GEOID03.
 EN0064
 EN0064.The dynamic height is computed by dividing the NAVD 88
 EN0064.geopotential number by the normal gravity value computed on the
 EN0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0064.degrees latitude (g = 980.6199 gals.).
 EN0064
 EN0064.The modeled gravity was interpolated from observed gravity values.
 EN0064
 EN0064;                    North         East    Units  Estimated Accuracy
 EN0064;SPC TX N     - 1,091,840.      325,380.      MT  (+/- 180 meters Scaled)
 EN0064
 EN0064                          SUPERSEDED SURVEY CONTROL
 EN0064
 EN0064  NGVD 29 (??/??/92)  590.51   (m)         1937.4    (f) COMPUTED    2 0
 EN0064
 EN0064.Superseded values are not recommended for survey control.
 EN0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0064.See file dsdata.txt to determine how the superseded data were derived.
 EN0064
 EN0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD967536(NAD 83)
 EN0064_MARKER: DB = BENCH MARK DISK
 EN0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0064_STAMPING: H-426 1934
 EN0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0064+STABILITY: SURFACE MOTION
 EN0064
 EN0064  HISTORY     - Date     Condition        Report By
 EN0064  HISTORY     - 1934     MONUMENTED       CGS
 EN0064
 EN0064                          STATION DESCRIPTION
 EN0064
 EN0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0064'5.0 MI SE FROM WELLINGTON.
 EN0064'5.0 MI. S.E. OF ON M.K.T. RAILROAD.  SET IN FRONT OF A WHITE HOUSE AT
 EN0064'THE E. END OF A CUT, 9 POLES N.W. OF MILE POST NO. 127, 40 YDS. N.W.
 EN0064'OF A ROAD CROSSING, 42 FT. N.E. OF CENTER LINE OF TRACK, 6 FT. ABOVE
 EN0064'TRACK LEVEL AND AT THE BASE OF A TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0029 ***********************************************************************
 EN0029  DESIGNATION -  H 427
 EN0029  PID         -  EN0029
 EN0029  STATE/COUNTY-  TX/CHILDRESS
 EN0029  USGS QUAD   -  LOCO (1984)
 EN0029
 EN0029                         *CURRENT SURVEY CONTROL
 EN0029  ___________________________________________________________________
 EN0029* NAD 83(1986)-  34 38 07.     (N)    100 11 18.     (W)     SCALED    
 EN0029* NAVD 88     -       555.544  (meters)    1822.65   (feet)  ADJUSTED  
 EN0029  ___________________________________________________________________
 EN0029  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EN0029  DYNAMIC HT  -         554.919 (meters)    1820.60  (feet)  COMP
 EN0029  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 EN0029
 EN0029  VERT ORDER  -  SECOND    CLASS 0
 EN0029
 EN0029.The horizontal coordinates were scaled from a topographic map and have
 EN0029.an estimated accuracy of +/- 6 seconds.
 EN0029
 EN0029.The orthometric height was determined by differential leveling
 EN0029.and adjusted by the National Geodetic Survey in June 1991..
 EN0029
 EN0029.The geoid height was determined by GEOID03.
 EN0029
 EN0029.The dynamic height is computed by dividing the NAVD 88
 EN0029.geopotential number by the normal gravity value computed on the
 EN0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0029.degrees latitude (g = 980.6199 gals.).
 EN0029
 EN0029.The modeled gravity was interpolated from observed gravity values.
 EN0029
 EN0029;                    North         East    Units  Estimated Accuracy
 EN0029;SPC TX N     - 1,071,280.      320,270.      MT  (+/- 180 meters Scaled)
 EN0029
 EN0029                          SUPERSEDED SURVEY CONTROL
 EN0029
 EN0029  NGVD 29 (??/??/92)  555.250  (m)         1821.68   (f) ADJ UNCH    2 0
 EN0029
 EN0029.Superseded values are not recommended for survey control.
 EN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0029.See file dsdata.txt to determine how the superseded data were derived.
 EN0029
 EN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD910332(NAD 83)
 EN0029_MARKER: DB = BENCH MARK DISK
 EN0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0029_STAMPING: H-427 1934
 EN0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0029+STABILITY: SURFACE MOTION
 EN0029
 EN0029  HISTORY     - Date     Condition        Report By
 EN0029  HISTORY     - 1934     MONUMENTED       CGS
 EN0029  HISTORY     - 1967     GOOD             NGS
 EN0029
 EN0029                          STATION DESCRIPTION
 EN0029
 EN0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0029'15.8 MI N FROM CHILDRESS.
 EN0029'15.8 MI. N. ALONG U.S. NO. 83.  16.1 MI. S. OF WELLINGTON ABOUT 200
 EN0029'YDS. N. OF A DIP ON S. SLOPE OF A HILL, 49 FT. W. CENTER LINE OF HWY.,
 EN0029'AND 1 FT. E. OF FENCE LINE.
 EN0029
 EN0029                          STATION RECOVERY (1967)
 EN0029
 EN0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EN0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0224 ***********************************************************************
 EN0224  DESIGNATION -  H 428
 EN0224  PID         -  EN0224
 EN0224  STATE/COUNTY-  TX/DONLEY
 EN0224  USGS QUAD   -  BUFFALO ARROYO (1963)
 EN0224
 EN0224                         *CURRENT SURVEY CONTROL
 EN0224  ___________________________________________________________________
 EN0224* NAD 83(1986)-  34 59 32.     (N)    101 00 53.     (W)     SCALED    
 EN0224* NAVD 88     -       877.361  (meters)    2878.48   (feet)  ADJUSTED  
 EN0224  ___________________________________________________________________
 EN0224  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EN0224  DYNAMIC HT  -         876.339 (meters)    2875.12  (feet)  COMP
 EN0224  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 EN0224
 EN0224  VERT ORDER  -  SECOND    CLASS 0
 EN0224
 EN0224.The horizontal coordinates were scaled from a topographic map and have
 EN0224.an estimated accuracy of +/- 6 seconds.
 EN0224
 EN0224.The orthometric height was determined by differential leveling
 EN0224.and adjusted by the National Geodetic Survey in June 1991..
 EN0224
 EN0224.The geoid height was determined by GEOID03.
 EN0224
 EN0224.The dynamic height is computed by dividing the NAVD 88
 EN0224.geopotential number by the normal gravity value computed on the
 EN0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0224.degrees latitude (g = 980.6199 gals.).
 EN0224
 EN0224.The modeled gravity was interpolated from observed gravity values.
 EN0224
 EN0224;                    North         East    Units  Estimated Accuracy
 EN0224;SPC TX N     - 1,110,180.      244,300.      MT  (+/- 180 meters Scaled)
 EN0224
 EN0224                          SUPERSEDED SURVEY CONTROL
 EN0224
 EN0224  NGVD 29 (??/??/92)  876.937  (m)         2877.08   (f) ADJ UNCH    2 0
 EN0224
 EN0224.Superseded values are not recommended for survey control.
 EN0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0224.See file dsdata.txt to determine how the superseded data were derived.
 EN0224
 EN0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD161740(NAD 83)
 EN0224_MARKER: DB = BENCH MARK DISK
 EN0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0224_STAMPING: H-428 1934
 EN0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0224+STABILITY: SURFACE MOTION
 EN0224
 EN0224  HISTORY     - Date     Condition        Report By
 EN0224  HISTORY     - 1934     MONUMENTED       CGS
 EN0224  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 EN0224
 EN0224                          STATION DESCRIPTION
 EN0224
 EN0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0224'2.0 MI SE FROM ASHTOLA.
 EN0224'2.0 MI. S.E. ALONG F.W. AND D.C. RAILROAD 3 FT. N.E. OF MILE POST NO.
 EN0224'289, 105 FT. N.E. OF THE CENTER LINE OF HWY., AND 39 FT. S.W. OF THE
 EN0224'CENTER LINE OF TRACK.
 EN0224
 EN0224                          STATION RECOVERY (2004)
 EN0224
 EN0224'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0300 ***********************************************************************
 EN0300  DESIGNATION -  H 429
 EN0300  PID         -  EN0300
 EN0300  STATE/COUNTY-  TX/BRISCOE
 EN0300  USGS QUAD   -  LAKE THEO (1967)
 EN0300
 EN0300                         *CURRENT SURVEY CONTROL
 EN0300  ___________________________________________________________________
 EN0300* NAD 83(1986)-  34 27 21.     (N)    101 01 55.     (W)     SCALED    
 EN0300* NAVD 88     -       744.605  (meters)    2442.92   (feet)  ADJUSTED  
 EN0300  ___________________________________________________________________
 EN0300  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EN0300  DYNAMIC HT  -         743.709 (meters)    2439.99  (feet)  COMP
 EN0300  MODELED GRAV-     979,408.2   (mgal)                       NAVD 88
 EN0300
 EN0300  VERT ORDER  -  SECOND    CLASS 0
 EN0300
 EN0300.The horizontal coordinates were scaled from a topographic map and have
 EN0300.an estimated accuracy of +/- 6 seconds.
 EN0300
 EN0300.The orthometric height was determined by differential leveling
 EN0300.and adjusted by the National Geodetic Survey in June 1991..
 EN0300
 EN0300.The geoid height was determined by GEOID03.
 EN0300
 EN0300.The dynamic height is computed by dividing the NAVD 88
 EN0300.geopotential number by the normal gravity value computed on the
 EN0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0300.degrees latitude (g = 980.6199 gals.).
 EN0300
 EN0300.The modeled gravity was interpolated from observed gravity values.
 EN0300
 EN0300;                    North         East    Units  Estimated Accuracy
 EN0300;SPC TX N     - 1,050,670.      243,010.      MT  (+/- 180 meters Scaled)
 EN0300
 EN0300                          SUPERSEDED SURVEY CONTROL
 EN0300
 EN0300  NGVD 29 (??/??/92)  744.260  (m)         2441.79   (f) ADJ UNCH    2 0
 EN0300
 EN0300.Superseded values are not recommended for survey control.
 EN0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0300.See file dsdata.txt to determine how the superseded data were derived.
 EN0300
 EN0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD133145(NAD 83)
 EN0300_MARKER: DB = BENCH MARK DISK
 EN0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0300_STAMPING: H 429 1934
 EN0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0300+STABILITY: SURFACE MOTION
 EN0300
 EN0300  HISTORY     - Date     Condition        Report By
 EN0300  HISTORY     - 1934     MONUMENTED       CGS
 EN0300
 EN0300                          STATION DESCRIPTION
 EN0300
 EN0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0300'8.7 MI N FROM QUITAQUE.
 EN0300'8.7 MILES NORTH ALONG THE CLARENDON-QUITAQUE ROAD FROM QUITAQUE,
 EN0300'BRISCOE COUNTY, AT THE TOP OF A STEEP GRADE LEADING SOUTH TO RED
 EN0300'RIVER, 36 FEET WEST OF THE CENTERLINE OF THE ROAD.  AND SET IN THE TOP
 EN0300'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0816 ***********************************************************************
 AB0816  DESIGNATION -  H 43
 AB0816  PID         -  AB0816
 AB0816  STATE/COUNTY-  TX/CAMERON
 AB0816  USGS QUAD   -  HARLINGEN (1983)
 AB0816
 AB0816                         *CURRENT SURVEY CONTROL
 AB0816  ___________________________________________________________________
 AB0816* NAD 83(1986)-  26 10 23.     (N)    097 42 05.     (W)     SCALED    
 AB0816* NAVD 88     -        14.139  (meters)      46.39   (feet)  ADJUSTED  
 AB0816  ___________________________________________________________________
 AB0816  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0816  DYNAMIC HT  -          14.116 (meters)      46.31  (feet)  COMP
 AB0816  MODELED GRAV-     979,032.3   (mgal)                       NAVD 88
 AB0816
 AB0816  VERT ORDER  -  SECOND    CLASS 0
 AB0816
 AB0816.The horizontal coordinates were scaled from a topographic map and have
 AB0816.an estimated accuracy of +/- 6 seconds.
 AB0816
 AB0816.The orthometric height was determined by differential leveling
 AB0816.and adjusted by the National Geodetic Survey in June 1991..
 AB0816
 AB0816.The geoid height was determined by GEOID03.
 AB0816
 AB0816.The dynamic height is computed by dividing the NAVD 88
 AB0816.geopotential number by the normal gravity value computed on the
 AB0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0816.degrees latitude (g = 980.6199 gals.).
 AB0816
 AB0816.The modeled gravity was interpolated from observed gravity values.
 AB0816
 AB0816;                    North         East    Units  Estimated Accuracy
 AB0816;SPC TX S     - 5,056,360.      379,840.      MT  (+/- 180 meters Scaled)
 AB0816
 AB0816                          SUPERSEDED SURVEY CONTROL
 AB0816
 AB0816  NGVD 29 (??/??/92)   14.249  (m)           46.75   (f) ADJ UNCH    2 0
 AB0816
 AB0816.Superseded values are not recommended for survey control.
 AB0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0816.See file dsdata.txt to determine how the superseded data were derived.
 AB0816
 AB0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP297954(NAD 83)
 AB0816_MARKER: DD = SURVEY DISK
 AB0816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0816_SP_SET: ABUTMENT
 AB0816_STAMPING: H 43 46.57
 AB0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0816
 AB0816  HISTORY     - Date     Condition        Report By
 AB0816  HISTORY     - UNK      MONUMENTED
 AB0816  HISTORY     - 1942     GOOD             NGS
 AB0816  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0816
 AB0816                          STATION DESCRIPTION
 AB0816
 AB0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0816'2.35 MI SE FROM HARLINGEN.
 AB0816'1.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AB0816'STATION AT HARLINGEN, CAMERON COUNTY, 1.2 MILES SOUTHWEST ALONG A DIRT
 AB0816'ROAD, AND 0.05 MILE SOUTHEAST ALONG U.S. HIGHWAY 281.  AT A STEEL
 AB0816'BRIDGE OVER ARROYO COLORADO, IN THE TOP OF THE SOUTHWEST END OF THE
 AB0816'SOUTHEAST ABUTMENT, 9.9 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AB0816'HIGHWAY, AND 0.6 FOOT HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY
 AB0816'STANDARD DISK, STAMPED H 43 46.57.
 AB0816
 AB0816                          STATION RECOVERY (1987)
 AB0816
 AB0816'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0015 ***********************************************************************
 AY0015  DESIGNATION -  H 43
 AY0015  PID         -  AY0015
 AY0015  STATE/COUNTY-  TX/BEXAR
 AY0015  USGS QUAD   -  SCHERTZ (1992)
 AY0015
 AY0015                         *CURRENT SURVEY CONTROL
 AY0015  ___________________________________________________________________
 AY0015* NAD 83(1986)-  29 35 36.     (N)    098 19 52.     (W)     SCALED    
 AY0015* NAVD 88     -       237.709  (meters)     779.88   (feet)  POSTED    
 AY0015  ___________________________________________________________________
 AY0015  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AY0015  DYNAMIC HT  -         237.360 (meters)     778.74  (feet)  COMP
 AY0015  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AY0015
 AY0015  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0015
 AY0015.The horizontal coordinates were scaled from a topographic map and have
 AY0015.an estimated accuracy of +/- 6 seconds.
 AY0015
 AY0015.The orthometric height was determined by differential leveling
 AY0015.and adjusted by the National Geodetic Survey in 1992..
 AY0015.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0015.rate of 2.1 thru 3.0 mm/km.
 AY0015
 AY0015.The geoid height was determined by GEOID03.
 AY0015
 AY0015.The dynamic height is computed by dividing the NAVD 88
 AY0015.geopotential number by the normal gravity value computed on the
 AY0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0015.degrees latitude (g = 980.6199 gals.).
 AY0015
 AY0015.The modeled gravity was interpolated from observed gravity values.
 AY0015
 AY0015;                    North         East    Units  Estimated Accuracy
 AY0015;SPC TXSC     - 4,195,240.      664,790.      MT  (+/- 180 meters Scaled)
 AY0015
 AY0015                          SUPERSEDED SURVEY CONTROL
 AY0015
 AY0015  NGVD 29 (??/??/92)  237.54   (m)          779.3    (f) COMPUTED    1 2
 AY0015
 AY0015.Superseded values are not recommended for survey control.
 AY0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0015.See file dsdata.txt to determine how the superseded data were derived.
 AY0015
 AY0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT647739(NAD 83)
 AY0015_MARKER: DB = BENCH MARK DISK
 AY0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0015_STAMPING: ELEV 779.28 FT H 43 1917
 AY0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0015+STABILITY: SURFACE MOTION
 AY0015
 AY0015  HISTORY     - Date     Condition        Report By
 AY0015  HISTORY     - 1917     MONUMENTED       CGS
 AY0015  HISTORY     - 1955     GOOD             NGS
 AY0015  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0015  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AY0015
 AY0015                          STATION DESCRIPTION
 AY0015
 AY0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AY0015'14.6 MI SW FROM NEW BRAUNFELS.
 AY0015'IN BEXAR COUNTY, 14.6 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 AY0015'RAILROAD OF TEXAS FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 7
 AY0015'POLES NORTHEAST OF MILEPOST 1018, 38 FEET NORTHWEST OF THE CENTERLINE
 AY0015'OF THE TRACK, 12 FEET SOUTHEAST OF THE BOUNDARY FENCE OF THE DAVENPORT
 AY0015'AIRPORT, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND 8 FEET
 AY0015'LOWER THAN THE TRACK.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 AY0015'POST PROJECTING 1 FOOT ABOVE THE GROUND.
 AY0015
 AY0015                          STATION RECOVERY (1955)
 AY0015
 AY0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AY0015'RECOVERED IN GOOD CONDITION.
 AY0015
 AY0015                          STATION RECOVERY (1988)
 AY0015
 AY0015'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0015'MARK NOT FOUND.
 AY0015
 AY0015                          STATION RECOVERY (1999)
 AY0015
 AY0015'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1491 ***********************************************************************
 FL1491  DESIGNATION -  H 43
 FL1491  PID         -  FL1491
 FL1491  STATE/COUNTY-  TX/MOORE
 FL1491  USGS QUAD   -  DUMAS NE (1972)
 FL1491
 FL1491                         *CURRENT SURVEY CONTROL
 FL1491  ___________________________________________________________________
 FL1491* NAD 83(1986)-  35 52 44.     (N)    101 48 40.     (W)     SCALED    
 FL1491* NAVD 88     -      1072.788  (meters)    3519.64   (feet)  ADJUSTED  
 FL1491  ___________________________________________________________________
 FL1491  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL1491  DYNAMIC HT  -        1071.561 (meters)    3515.61  (feet)  COMP
 FL1491  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 FL1491
 FL1491  VERT ORDER  -  SECOND    CLASS 0
 FL1491
 FL1491.The horizontal coordinates were scaled from a topographic map and have
 FL1491.an estimated accuracy of +/- 6 seconds.
 FL1491
 FL1491.The orthometric height was determined by differential leveling
 FL1491.and adjusted by the National Geodetic Survey in June 1991..
 FL1491
 FL1491.The geoid height was determined by GEOID03.
 FL1491
 FL1491.The dynamic height is computed by dividing the NAVD 88
 FL1491.geopotential number by the normal gravity value computed on the
 FL1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1491.degrees latitude (g = 980.6199 gals.).
 FL1491
 FL1491.The modeled gravity was interpolated from observed gravity values.
 FL1491
 FL1491;                    North         East    Units  Estimated Accuracy
 FL1491;SPC TX N     - 1,208,490.      171,910.      MT  (+/- 180 meters Scaled)
 FL1491
 FL1491                          SUPERSEDED SURVEY CONTROL
 FL1491
 FL1491  NGVD 29 (??/??/92) 1072.264  (m)         3517.92   (f) ADJ UNCH    2 0
 FL1491
 FL1491.Superseded values are not recommended for survey control.
 FL1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1491.See file dsdata.txt to determine how the superseded data were derived.
 FL1491
 FL1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE462741(NAD 83)
 FL1491_MARKER: DD = SURVEY DISK
 FL1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1491_STAMPING: H 43 1927
 FL1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1491+STABILITY: SURFACE MOTION
 FL1491
 FL1491  HISTORY     - Date     Condition        Report By
 FL1491  HISTORY     - 1927     MONUMENTED       USGS
 FL1491  HISTORY     - 1935     GOOD             NGS
 FL1491  HISTORY     - 1968     MARK NOT FOUND   LOCENG
 FL1491
 FL1491                          STATION DESCRIPTION
 FL1491
 FL1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FL1491'10.0 MI NE FROM DUMAS.
 FL1491'10.0 MILES NORTHEAST OF COURTHOUSE BY ROADS.  TO REACH FROM DUMAS
 FL1491'COURTHOUSE GO 9.0 MILES EAST ALONG STATE HIGHWAY NO. 41, THENCE 1.0
 FL1491'MILES NORTH ALONG GRADED ROAD.  33 FEET EAST OF CENTERLINE OF ROAD,
 FL1491'18.6 FEET NORTH OF FENCE LINE RUNNING EAST, AND 3.0 FEET EAST OF RIGHT
 FL1491'OF WAY FENCE.
 FL1491
 FL1491                          STATION RECOVERY (1968)
 FL1491
 FL1491'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 FL1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0098 ***********************************************************************
 EO0098  DESIGNATION -  H 430
 EO0098  PID         -  EO0098
 EO0098  STATE/COUNTY-  TX/CASTRO
 EO0098  USGS QUAD   -  NAZARETH SW (1965)
 EO0098
 EO0098                         *CURRENT SURVEY CONTROL
 EO0098  ___________________________________________________________________
 EO0098* NAD 83(1986)-  34 32 25.     (N)    102 13 52.     (W)     SCALED    
 EO0098* NAVD 88     -      1158.904  (meters)    3802.17   (feet)  ADJUSTED  
 EO0098  ___________________________________________________________________
 EO0098  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 EO0098  DYNAMIC HT  -        1157.426 (meters)    3797.32  (feet)  COMP
 EO0098  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 EO0098
 EO0098  VERT ORDER  -  SECOND    CLASS 0
 EO0098
 EO0098.The horizontal coordinates were scaled from a topographic map and have
 EO0098.an estimated accuracy of +/- 6 seconds.
 EO0098
 EO0098.The orthometric height was determined by differential leveling
 EO0098.and adjusted by the National Geodetic Survey in June 1991..
 EO0098
 EO0098.The geoid height was determined by GEOID03.
 EO0098
 EO0098.The dynamic height is computed by dividing the NAVD 88
 EO0098.geopotential number by the normal gravity value computed on the
 EO0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0098.degrees latitude (g = 980.6199 gals.).
 EO0098
 EO0098.The modeled gravity was interpolated from observed gravity values.
 EO0098
 EO0098;                    North         East    Units  Estimated Accuracy
 EO0098;SPC TX N     - 1,060,190.      132,890.      MT  (+/- 180 meters Scaled)
 EO0098
 EO0098                          SUPERSEDED SURVEY CONTROL
 EO0098
 EO0098  NGVD 29 (??/??/92) 1158.421  (m)         3800.59   (f) ADJ UNCH    2 0
 EO0098
 EO0098.Superseded values are not recommended for survey control.
 EO0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0098.See file dsdata.txt to determine how the superseded data were derived.
 EO0098
 EO0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU541255(NAD 83)
 EO0098_MARKER: DB = BENCH MARK DISK
 EO0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0098_SP_SET: CULVERT
 EO0098_STAMPING: H 430 1934
 EO0098_MARK LOGO: CGS   
 EO0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0098
 EO0098  HISTORY     - Date     Condition        Report By
 EO0098  HISTORY     - 1934     MONUMENTED       CGS
 EO0098  HISTORY     - 19810722 GOOD             NGS
 EO0098
 EO0098                          STATION DESCRIPTION
 EO0098
 EO0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0098'4.6 MI E FROM DIMMITT.
 EO0098'4.6 MILES EAST ALONG STATE HIGHWAY 86 FROM THE FORT WORTH AND DENVER
 EO0098'RAILWAY STATION AT DIMMITT, AT A SECTION LINE, AT A 4-X 4-FOOT
 EO0098'CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH HEADWALL.
 EO0098'A STANDARD DISK, STAMPED H 430 1934.
 EO0098
 EO0098                          STATION RECOVERY (1981)
 EO0098
 EO0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EO0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0719 ***********************************************************************
 EO0719  DESIGNATION -  H 430 RESET
 EO0719  PID         -  EO0719
 EO0719  STATE/COUNTY-  TX/CASTRO
 EO0719  USGS QUAD   -  NAZARETH SW (1965)
 EO0719
 EO0719                         *CURRENT SURVEY CONTROL
 EO0719  ___________________________________________________________________
 EO0719* NAD 83(1986)-  34 32 25.     (N)    102 13 52.     (W)     SCALED    
 EO0719* NAVD 88     -      1158.79   (meters)    3801.8    (feet)  RESET     
 EO0719  ___________________________________________________________________
 EO0719  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 EO0719
 EO0719  VERT ORDER  -  THIRD
 EO0719
 EO0719.The horizontal coordinates were scaled from a topographic map and have
 EO0719.an estimated accuracy of +/- 6 seconds.
 EO0719
 EO0719.The orthometric height was computed from unverified reset data.
 EO0719
 EO0719.The geoid height was determined by GEOID03.
 EO0719
 EO0719;                    North         East    Units  Estimated Accuracy
 EO0719;SPC TX N     - 1,060,190.      132,890.      MT  (+/- 180 meters Scaled)
 EO0719
 EO0719                          SUPERSEDED SURVEY CONTROL
 EO0719
 EO0719  NGVD 29 (01/29/03) 1158.30   (m)         3800.2    (f) RESET       3  
 EO0719
 EO0719.Superseded values are not recommended for survey control.
 EO0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0719.See file dsdata.txt to determine how the superseded data were derived.
 EO0719
 EO0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU541255(NAD 83)
 EO0719_MARKER: DV = VERTICAL CONTROL DISK
 EO0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0719_SP_SET: CONCRETE POST
 EO0719_STAMPING: H 430 RESET 1981
 EO0719_MARK LOGO: NGS   
 EO0719_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0719+STABILITY: SURFACE MOTION
 EO0719
 EO0719  HISTORY     - Date     Condition        Report By
 EO0719  HISTORY     - 1981     MONUMENTED       NGS
 EO0719
 EO0719                          STATION DESCRIPTION
 EO0719
 EO0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EO0719'3.9 MI (6.3 KM) EAST OF THE JUNCTION OF STATE HIGHWAY 86 AND THE
 EO0719'RAILROAD IN DIMMITT, 68.9 FT (21.0 M) SOUTH OF THE CENTERLINE OF
 EO0719'STATE HIGHWAY 86, 28.9 FT (8.8 M) WEST OF CENTER OF A FIELD ROAD AND
 EO0719'28.5 FT (8.7 M) NORTHEAST OF A POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0371 ***********************************************************************
 EN0371  DESIGNATION -  H 431 RESET 1935
 EN0371  PID         -  EN0371
 EN0371  STATE/COUNTY-  TX/SWISHER
 EN0371  USGS QUAD   -  CLAYTONVILLE (1969)
 EN0371
 EN0371                         *CURRENT SURVEY CONTROL
 EN0371  ___________________________________________________________________
 EN0371* NAD 83(1986)-  34 28 37.     (N)    101 30 52.     (W)     SCALED    
 EN0371* NAVD 88     -      1011.88   (+/-2cm)    3319.8    (feet)  VERTCON   
 EN0371  ___________________________________________________________________
 EN0371  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EN0371
 EN0371  VERT ORDER  -  THIRD (See Below)
 EN0371
 EN0371.The horizontal coordinates were scaled from a topographic map and have
 EN0371.an estimated accuracy of +/- 6 seconds.
 EN0371
 EN0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0371.The vertical order pertains to the NGVD 29 superseded value.
 EN0371
 EN0371.The geoid height was determined by GEOID03.
 EN0371
 EN0371;                    North         East    Units  Estimated Accuracy
 EN0371;SPC TX N     - 1,052,910.      198,670.      MT  (+/- 180 meters Scaled)
 EN0371
 EN0371                          SUPERSEDED SURVEY CONTROL
 EN0371
 EN0371  NGVD 29 (??/??/??) 1011.49   (m)         3318.5    (f) RESET       3  
 EN0371
 EN0371.Superseded values are not recommended for survey control.
 EN0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0371.See file dsdata.txt to determine how the superseded data were derived.
 EN0371
 EN0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD690179(NAD 83)
 EN0371_MARKER: DB = BENCH MARK DISK
 EN0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0371_STAMPING: H 431 RESET 1935
 EN0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0371+STABILITY: SURFACE MOTION
 EN0371
 EN0371  HISTORY     - Date     Condition        Report By
 EN0371  HISTORY     - 1935     MONUMENTED       TXHD
 EN0371
 EN0371                          STATION DESCRIPTION
 EN0371
 EN0371'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1935
 EN0371'12.4 MI W FROM SILVERTON.
 EN0371'IN SWISHER COUNTY, 12.4 MILES WEST ALONG STATE HIGHEAY 86 FROM THE
 EN0371'COUNTY COURTHOUSE AT SILVERTON, BRISCOE COUNTY, 43 FEET SOUTH OF THE
 EN0371'CENTERLINE OF THE HIGHWAY, AND NEAR A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0080 ***********************************************************************
 DP0080  DESIGNATION -  H 433
 DP0080  PID         -  DP0080
 DP0080  STATE/COUNTY-  TX/KENT
 DP0080  USGS QUAD   -  GIRARD (1959)
 DP0080
 DP0080                         *CURRENT SURVEY CONTROL
 DP0080  ___________________________________________________________________
 DP0080* NAD 83(1986)-  33 20 07.     (N)    100 38 59.     (W)     SCALED    
 DP0080* NAVD 88     -       651.069  (meters)    2136.05   (feet)  ADJUSTED  
 DP0080  ___________________________________________________________________
 DP0080  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DP0080  DYNAMIC HT  -         650.286 (meters)    2133.48  (feet)  COMP
 DP0080  MODELED GRAV-     979,413.2   (mgal)                       NAVD 88
 DP0080
 DP0080  VERT ORDER  -  SECOND    CLASS 0
 DP0080
 DP0080.The horizontal coordinates were scaled from a topographic map and have
 DP0080.an estimated accuracy of +/- 6 seconds.
 DP0080
 DP0080.The orthometric height was determined by differential leveling
 DP0080.and adjusted by the National Geodetic Survey in June 1991..
 DP0080
 DP0080.The geoid height was determined by GEOID03.
 DP0080
 DP0080.The dynamic height is computed by dividing the NAVD 88
 DP0080.geopotential number by the normal gravity value computed on the
 DP0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0080.degrees latitude (g = 980.6199 gals.).
 DP0080
 DP0080.The modeled gravity was interpolated from observed gravity values.
 DP0080
 DP0080;                    North         East    Units  Estimated Accuracy
 DP0080;SPC TXNC     - 2,187,080.      399,900.      MT  (+/- 180 meters Scaled)
 DP0080
 DP0080                          SUPERSEDED SURVEY CONTROL
 DP0080
 DP0080  NGVD 29 (??/??/92)  650.836  (m)         2135.28   (f) ADJ UNCH    2 0
 DP0080
 DP0080.Superseded values are not recommended for survey control.
 DP0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0080.See file dsdata.txt to determine how the superseded data were derived.
 DP0080
 DP0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB464896(NAD 83)
 DP0080_MARKER: DB = BENCH MARK DISK
 DP0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0080_STAMPING: H-433 1934
 DP0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0080+STABILITY: SURFACE MOTION
 DP0080
 DP0080  HISTORY     - Date     Condition        Report By
 DP0080  HISTORY     - 1934     MONUMENTED       CGS
 DP0080  HISTORY     - 1935     GOOD             NGS
 DP0080
 DP0080                          STATION DESCRIPTION
 DP0080
 DP0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0080'2.1 MI S FROM GIRARD.
 DP0080'2.1 MI. S. OF DEPOT ALONG F.W. AND D. RY. 2 FT. S.E. OF MILE POST
 DP0080'B-179, 36 FT. S.E. OF THE CENTER LINE OF TRACK, AND 30 FT. S.W. OF THE
 DP0080'CENTER LINE OF STATE NO. 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0182 ***********************************************************************
 DP0182  DESIGNATION -  H 434
 DP0182  PID         -  DP0182
 DP0182  STATE/COUNTY-  TX/MOTLEY
 DP0182  USGS QUAD   -  AFTON (1981)
 DP0182
 DP0182                         *CURRENT SURVEY CONTROL
 DP0182  ___________________________________________________________________
 DP0182* NAD 83(1986)-  33 51 37.     (N)    100 50 58.     (W)     SCALED    
 DP0182* NAVD 88     -       747.091  (meters)    2451.08   (feet)  ADJUSTED  
 DP0182  ___________________________________________________________________
 DP0182  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DP0182  DYNAMIC HT  -         746.181 (meters)    2448.10  (feet)  COMP
 DP0182  MODELED GRAV-     979,393.6   (mgal)                       NAVD 88
 DP0182
 DP0182  VERT ORDER  -  SECOND    CLASS 0
 DP0182
 DP0182.The horizontal coordinates were scaled from a topographic map and have
 DP0182.an estimated accuracy of +/- 6 seconds.
 DP0182
 DP0182.The orthometric height was determined by differential leveling
 DP0182.and adjusted by the National Geodetic Survey in June 1991..
 DP0182.WARNING-Repeat measurements at this control monument indicate possible
 DP0182.vertical movement.
 DP0182
 DP0182.The geoid height was determined by GEOID03.
 DP0182
 DP0182.The dynamic height is computed by dividing the NAVD 88
 DP0182.geopotential number by the normal gravity value computed on the
 DP0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0182.degrees latitude (g = 980.6199 gals.).
 DP0182
 DP0182.The modeled gravity was interpolated from observed gravity values.
 DP0182
 DP0182;                    North         East    Units  Estimated Accuracy
 DP0182;SPC TXNC     - 2,245,690.      382,620.      MT  (+/- 180 meters Scaled)
 DP0182
 DP0182                          SUPERSEDED SURVEY CONTROL
 DP0182
 DP0182  NGVD 29 (??/??/92)  746.814  (m)         2450.17   (f) ADJ UNCH    2 0
 DP0182
 DP0182.Superseded values are not recommended for survey control.
 DP0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0182.See file dsdata.txt to determine how the superseded data were derived.
 DP0182
 DP0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC289482(NAD 83)
 DP0182_MARKER: DB = BENCH MARK DISK
 DP0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0182_SP_SET: CULVERT
 DP0182_STAMPING: H-434 1934
 DP0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0182
 DP0182  HISTORY     - Date     Condition        Report By
 DP0182  HISTORY     - 1934     MONUMENTED       CGS
 DP0182  HISTORY     - 1935     GOOD             NGS
 DP0182  HISTORY     - 1938     GOOD             NGS
 DP0182
 DP0182                          STATION DESCRIPTION
 DP0182
 DP0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0182'2.9 MI S FROM ROARING SPRINGS.
 DP0182'2.9 MI. S. ALONG U.S. NO. 62 ABOUT 100 YDS. N. OF PEASE RIVER BRIDGE,
 DP0182'18 FT. W. OF THE CENTER LINE OF HWY., AND SET IN THE S. END OF W.
 DP0182'ABUTMENT OF A CONC. CULVERT.
 DP0182
 DP0182                          STATION RECOVERY (1938)
 DP0182
 DP0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 DP0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0113 ***********************************************************************
 EN0113  DESIGNATION -  H 435 RESET 1959
 EN0113  PID         -  EN0113
 EN0113  STATE/COUNTY-  TX/COTTLE
 EN0113  USGS QUAD   -  MOONS CAMP (1981)
 EN0113
 EN0113                         *CURRENT SURVEY CONTROL
 EN0113  ___________________________________________________________________
 EN0113* NAD 83(1986)-  34 04 01.     (N)    100 09 13.     (W)     SCALED    
 EN0113* NAVD 88     -       520.53   (meters)    1707.8    (feet)  RESET     
 EN0113  ___________________________________________________________________
 EN0113  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 EN0113
 EN0113  VERT ORDER  -  THIRD
 EN0113
 EN0113.The horizontal coordinates were scaled from a topographic map and have
 EN0113.an estimated accuracy of +/- 6 seconds.
 EN0113
 EN0113.The orthometric height was computed from unverified reset data.
 EN0113
 EN0113.The geoid height was determined by GEOID03.
 EN0113
 EN0113;                    North         East    Units  Estimated Accuracy
 EN0113;SPC TXNC     - 2,267,380.      447,350.      MT  (+/- 180 meters Scaled)
 EN0113
 EN0113                          SUPERSEDED SURVEY CONTROL
 EN0113
 EN0113.No superseded survey control is available for this station.
 EN0113
 EN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC935701(NAD 83)
 EN0113_MARKER: DB = BENCH MARK DISK
 EN0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0113_STAMPING: H 435 RESET 1959
 EN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0113+STABILITY: SURFACE MOTION
 EN0113
 EN0113  HISTORY     - Date     Condition        Report By
 EN0113  HISTORY     - 1959     MONUMENTED       CGS
 EN0113
 EN0113                          STATION DESCRIPTION
 EN0113
 EN0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EN0113'9.3 MI E FROM PADUCAH.
 EN0113'ABOUT 9.3 MILES EAST ALONG U.S. HIGHWAY NO. 70 FROM PADUCAH, COTTLE
 EN0113'COUNTY, 35 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY AND 50 YARDS
 EN0113'NORTHWEST OF THE CENTERLINE OF A CONCRETE BRIDGE, IN A LOW VALLEY
 EN0113'ABOUT 50 YARDS SOUTH OF THE EDGE OF THE HILLS.  IT IS 3 FEET EAST OF A
 EN0113'4 X 4 WITNESS POST.  A STANDARD DISK STAMPED H 435 RESET 1959 IN A
 EN0113'CONCRETE POST PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0026 ***********************************************************************
 DP0026  DESIGNATION -  H 436
 DP0026  PID         -  DP0026
 DP0026  STATE/COUNTY-  TX/KING
 DP0026  USGS QUAD   -  FOURMILE HILL (1981)
 DP0026
 DP0026                         *CURRENT SURVEY CONTROL
 DP0026  ___________________________________________________________________
 DP0026* NAD 83(1986)-  33 43 26.     (N)    100 20 40.     (W)     SCALED    
 DP0026* NAVD 88     -       578.110  (meters)    1896.68   (feet)  ADJUSTED  
 DP0026  ___________________________________________________________________
 DP0026  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DP0026  DYNAMIC HT  -         577.428 (meters)    1894.44  (feet)  COMP
 DP0026  MODELED GRAV-     979,439.8   (mgal)                       NAVD 88
 DP0026
 DP0026  VERT ORDER  -  SECOND    CLASS 0
 DP0026
 DP0026.The horizontal coordinates were scaled from a topographic map and have
 DP0026.an estimated accuracy of +/- 6 seconds.
 DP0026
 DP0026.The orthometric height was determined by differential leveling
 DP0026.and adjusted by the National Geodetic Survey in June 1991..
 DP0026
 DP0026.The geoid height was determined by GEOID03.
 DP0026
 DP0026.The dynamic height is computed by dividing the NAVD 88
 DP0026.geopotential number by the normal gravity value computed on the
 DP0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0026.degrees latitude (g = 980.6199 gals.).
 DP0026
 DP0026.The modeled gravity was interpolated from observed gravity values.
 DP0026
 DP0026;                    North         East    Units  Estimated Accuracy
 DP0026;SPC TXNC     - 2,229,630.      429,070.      MT  (+/- 180 meters Scaled)
 DP0026
 DP0026                          SUPERSEDED SURVEY CONTROL
 DP0026
 DP0026  NGVD 29 (??/??/92)  577.914  (m)         1896.04   (f) ADJ UNCH    2 0
 DP0026
 DP0026.Superseded values are not recommended for survey control.
 DP0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0026.See file dsdata.txt to determine how the superseded data were derived.
 DP0026
 DP0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC754323(NAD 83)
 DP0026_MARKER: DB = BENCH MARK DISK
 DP0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0026_SP_SET: CURB
 DP0026_STAMPING: H-436 1934
 DP0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0026
 DP0026  HISTORY     - Date     Condition        Report By
 DP0026  HISTORY     - 1934     MONUMENTED       CGS
 DP0026  HISTORY     - 1968     GOOD             USGS
 DP0026
 DP0026                          STATION DESCRIPTION
 DP0026
 DP0026'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0026'7.7 MI N FROM GUTHRIE.
 DP0026'ABOUT 7.7 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE COUNTY COURTHOUSE
 DP0026'AT GUTHRIE, KING COUNTY, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 DP0026'TOP OF THE EAST CURB, AND 15 FT. EAST OF THE CENTER LINE OF THE
 DP0026'HIGHWAY.  A STANDARD DISK STAMPED H-436 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0096 ***********************************************************************
 EN0096  DESIGNATION -  H 437
 EN0096  PID         -  EN0096
 EN0096  STATE/COUNTY-  TX/COTTLE
 EN0096  USGS QUAD   -  MOONS CAMP (1981)
 EN0096
 EN0096                         *CURRENT SURVEY CONTROL
 EN0096  ___________________________________________________________________
 EN0096* NAD 83(1986)-  34 06 43.     (N)    100 10 10.     (W)     SCALED    
 EN0096* NAVD 88     -       546.515  (meters)    1793.02   (feet)  ADJUSTED  
 EN0096  ___________________________________________________________________
 EN0096  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 EN0096  DYNAMIC HT  -         545.889 (meters)    1790.97  (feet)  COMP
 EN0096  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 EN0096
 EN0096  VERT ORDER  -  SECOND    CLASS 0
 EN0096
 EN0096.The horizontal coordinates were scaled from a topographic map and have
 EN0096.an estimated accuracy of +/- 6 seconds.
 EN0096
 EN0096.The orthometric height was determined by differential leveling
 EN0096.and adjusted by the National Geodetic Survey in June 1991..
 EN0096
 EN0096.The geoid height was determined by GEOID03.
 EN0096
 EN0096.The dynamic height is computed by dividing the NAVD 88
 EN0096.geopotential number by the normal gravity value computed on the
 EN0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0096.degrees latitude (g = 980.6199 gals.).
 EN0096
 EN0096.The modeled gravity was interpolated from observed gravity values.
 EN0096
 EN0096;                    North         East    Units  Estimated Accuracy
 EN0096;SPC TXNC     - 2,272,400.      445,970.      MT  (+/- 180 meters Scaled)
 EN0096
 EN0096                          SUPERSEDED SURVEY CONTROL
 EN0096
 EN0096  NGVD 29 (??/??/92)  546.318  (m)         1792.38   (f) ADJ UNCH    2 0
 EN0096
 EN0096.Superseded values are not recommended for survey control.
 EN0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0096.See file dsdata.txt to determine how the superseded data were derived.
 EN0096
 EN0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC921751(NAD 83)
 EN0096_MARKER: DB = BENCH MARK DISK
 EN0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0096_STAMPING: H 437 1934
 EN0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0096+STABILITY: SURFACE MOTION
 EN0096
 EN0096  HISTORY     - Date     Condition        Report By
 EN0096  HISTORY     - 1934     MONUMENTED       CGS
 EN0096  HISTORY     - 1958     GOOD             NGS
 EN0096
 EN0096                          STATION DESCRIPTION
 EN0096
 EN0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0096'3.2 MI W FROM SWEARINGEN.
 EN0096'3.2 MILES WEST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM THE
 EN0096'STATION AT SWEARINGEN, COTTLE COUNTY, 2 1/2 POLES NORTHEAST OF
 EN0096'MILEPOST 33, ABOUT 0.3 MILE NORTH OF AN OLD FRAME HOUSE, 48 FEET
 EN0096'SOUTHEAST OF THE CENTER LINE OF THE TRACK, 30 FEET NORTHWEST OF THE
 EN0096'CENTER LINE OF A HIGHWAY, 3 FEET NORTHEAST OF A POLE, AND 2 FEET
 EN0096'NORTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED H 437 1934 AND SET
 EN0096'IN THE TOP OF A CONCRETE POST.
 EN0096
 EN0096                          STATION RECOVERY (1958)
 EN0096
 EN0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0222 ***********************************************************************
 DP0222  DESIGNATION -  H 438
 DP0222  PID         -  DP0222
 DP0222  STATE/COUNTY-  TX/MOTLEY
 DP0222  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0222
 DP0222                         *CURRENT SURVEY CONTROL
 DP0222  ___________________________________________________________________
 DP0222* NAD 83(1986)-  33 54 18.     (N)    100 49 18.     (W)     SCALED    
 DP0222* NAVD 88     -       762.281  (meters)    2500.92   (feet)  ADJUSTED  
 DP0222  ___________________________________________________________________
 DP0222  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DP0222  DYNAMIC HT  -         761.349 (meters)    2497.86  (feet)  COMP
 DP0222  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 DP0222
 DP0222  VERT ORDER  -  SECOND    CLASS 0
 DP0222
 DP0222.The horizontal coordinates were scaled from a topographic map and have
 DP0222.an estimated accuracy of +/- 6 seconds.
 DP0222
 DP0222.The orthometric height was determined by differential leveling
 DP0222.and adjusted by the National Geodetic Survey in June 1991..
 DP0222
 DP0222.The geoid height was determined by GEOID03.
 DP0222
 DP0222.The dynamic height is computed by dividing the NAVD 88
 DP0222.geopotential number by the normal gravity value computed on the
 DP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0222.degrees latitude (g = 980.6199 gals.).
 DP0222
 DP0222.The modeled gravity was interpolated from observed gravity values.
 DP0222
 DP0222;                    North         East    Units  Estimated Accuracy
 DP0222;SPC TXNC     - 2,250,590.      385,300.      MT  (+/- 180 meters Scaled)
 DP0222
 DP0222                          SUPERSEDED SURVEY CONTROL
 DP0222
 DP0222  NGVD 29 (??/??/92)  761.990  (m)         2499.96   (f) ADJ UNCH    2 0
 DP0222
 DP0222.Superseded values are not recommended for survey control.
 DP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0222.See file dsdata.txt to determine how the superseded data were derived.
 DP0222
 DP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC315531(NAD 83)
 DP0222_MARKER: DB = BENCH MARK DISK
 DP0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0222_STAMPING: H 438 1934
 DP0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0222+STABILITY: SURFACE MOTION
 DP0222
 DP0222  HISTORY     - Date     Condition        Report By
 DP0222  HISTORY     - 1934     MONUMENTED       CGS
 DP0222  HISTORY     - 1968     GOOD             USGS
 DP0222
 DP0222                          STATION DESCRIPTION
 DP0222
 DP0222'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0222'2.3 MI E FROM ROARING SPRINGS.
 DP0222'2.3 MILES EAST ALONG QUANAH ACME AND PACIFIC RAILWAY FROM THE STATION
 DP0222'AT ROARING SPRINGS.  MOTLEY CO.  1 1/2 POLES WEST OF MILEPOST 77+5, 74
 DP0222'FEET SOUTH (NORMAL TO RR) OF CENTERLINE TRACKS.  23 FEET EAST OF A LOW
 DP0222'SPOT IN THE SAND DRIFTED ALONG THE FENCE.  AND 1 FOOT NORTH OF THE
 DP0222'FENCELINE.  A STANDARD TABLET STAMPED H 438 1934 AND SET IN A CONCRETE
 DP0222'POST.  THIS MARK IS 3.0 FEET BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0298 ***********************************************************************
 EN0298  DESIGNATION -  H 439
 EN0298  PID         -  EN0298
 EN0298  STATE/COUNTY-  TX/FLOYD
 EN0298  USGS QUAD   -  LOCKNEY (1965)
 EN0298
 EN0298                         *CURRENT SURVEY CONTROL
 EN0298  ___________________________________________________________________
 EN0298* NAD 83(1986)-  34 07 22.     (N)    101 27 50.     (W)     SCALED    
 EN0298* NAVD 88     -       998.561  (meters)    3276.11   (feet)  ADJUSTED  
 EN0298  ___________________________________________________________________
 EN0298  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EN0298  DYNAMIC HT  -         997.281 (meters)    3271.91  (feet)  COMP
 EN0298  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 EN0298
 EN0298  VERT ORDER  -  SECOND    CLASS 0
 EN0298
 EN0298.The horizontal coordinates were scaled from a topographic map and have
 EN0298.an estimated accuracy of +/- 6 seconds.
 EN0298
 EN0298.The orthometric height was determined by differential leveling
 EN0298.and adjusted by the National Geodetic Survey in June 1991..
 EN0298
 EN0298.The geoid height was determined by GEOID03.
 EN0298
 EN0298.The dynamic height is computed by dividing the NAVD 88
 EN0298.geopotential number by the normal gravity value computed on the
 EN0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0298.degrees latitude (g = 980.6199 gals.).
 EN0298
 EN0298.The modeled gravity was interpolated from observed gravity values.
 EN0298
 EN0298;                    North         East    Units  Estimated Accuracy
 EN0298;SPC TXNC     - 2,276,230.      326,600.      MT  (+/- 180 meters Scaled)
 EN0298
 EN0298                          SUPERSEDED SURVEY CONTROL
 EN0298
 EN0298  NGVD 29 (??/??/92)  998.183  (m)         3274.87   (f) ADJ UNCH    2 0
 EN0298
 EN0298.Superseded values are not recommended for survey control.
 EN0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0298.See file dsdata.txt to determine how the superseded data were derived.
 EN0298
 EN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC727785(NAD 83)
 EN0298_MARKER: DB = BENCH MARK DISK
 EN0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0298_STAMPING: H 439 1934
 EN0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0298+STABILITY: SURFACE MOTION
 EN0298
 EN0298  HISTORY     - Date     Condition        Report By
 EN0298  HISTORY     - 1934     MONUMENTED       CGS
 EN0298  HISTORY     - 1958     GOOD             NGS
 EN0298
 EN0298                          STATION DESCRIPTION
 EN0298
 EN0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0298'1.5 MI W FROM LOCKNEY.
 EN0298'1.5 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM LOCKNEY,
 EN0298'FLOYD COUNTY, 1 POLE EAST OF MILEPOST 14, ABOUT 50 FEET SOUTHWEST OF A
 EN0298'JUNCTION SIGN, ABOUT 51 FEET WEST OF THE CENTER LINE OF THE TRACK,
 EN0298'ABOUT 50 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 70, 7 FEET
 EN0298'NORTHEAST OF APOWER-TRANMISSION POLE, AND 1 FOOT SOUTH OF THE FENCE. A
 EN0298'STANDARD DISK, STAMPED H 439 1934 AND SET IN THE TOP OF A CONCRETE
 EN0298'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0815 ***********************************************************************
 AB0815  DESIGNATION -  H 44
 AB0815  PID         -  AB0815
 AB0815  STATE/COUNTY-  TX/CAMERON
 AB0815  USGS QUAD   -  HARLINGEN (1983)
 AB0815
 AB0815                         *CURRENT SURVEY CONTROL
 AB0815  ___________________________________________________________________
 AB0815* NAD 83(1986)-  26 10 25.     (N)    097 42 07.     (W)     SCALED    
 AB0815* NAVD 88     -        14.029  (meters)      46.03   (feet)  ADJUSTED  
 AB0815  ___________________________________________________________________
 AB0815  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB0815  DYNAMIC HT  -          14.006 (meters)      45.95  (feet)  COMP
 AB0815  MODELED GRAV-     979,032.3   (mgal)                       NAVD 88
 AB0815
 AB0815  VERT ORDER  -  SECOND    CLASS 0
 AB0815
 AB0815.The horizontal coordinates were scaled from a topographic map and have
 AB0815.an estimated accuracy of +/- 6 seconds.
 AB0815
 AB0815.The orthometric height was determined by differential leveling
 AB0815.and adjusted by the National Geodetic Survey in June 1991..
 AB0815
 AB0815.The geoid height was determined by GEOID03.
 AB0815
 AB0815.The dynamic height is computed by dividing the NAVD 88
 AB0815.geopotential number by the normal gravity value computed on the
 AB0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0815.degrees latitude (g = 980.6199 gals.).
 AB0815
 AB0815.The modeled gravity was interpolated from observed gravity values.
 AB0815
 AB0815;                    North         East    Units  Estimated Accuracy
 AB0815;SPC TX S     - 5,056,420.      379,780.      MT  (+/- 180 meters Scaled)
 AB0815
 AB0815                          SUPERSEDED SURVEY CONTROL
 AB0815
 AB0815  NGVD 29 (??/??/92)   14.140  (m)           46.39   (f) ADJ UNCH    2 0
 AB0815
 AB0815.Superseded values are not recommended for survey control.
 AB0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0815.See file dsdata.txt to determine how the superseded data were derived.
 AB0815
 AB0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP297955(NAD 83)
 AB0815_MARKER: DD = SURVEY DISK
 AB0815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0815_SP_SET: ABUTMENT
 AB0815_STAMPING: H 44 46.21
 AB0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0815
 AB0815  HISTORY     - Date     Condition        Report By
 AB0815  HISTORY     - UNK      MONUMENTED
 AB0815  HISTORY     - 1942     GOOD             NGS
 AB0815  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0815
 AB0815                          STATION DESCRIPTION
 AB0815
 AB0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0815'2.35 MI SE FROM HARLINGEN.
 AB0815'1.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AB0815'STATION AT HARLINGEN, CAMERON COUNTY, 1.2 MILES SOUTHWEST ALONG A DIRT
 AB0815'ROAD, AND 0.05 MILE SOUTHEAST ALONG U.S. HIGHWAY 281.  AT A STEEL
 AB0815'BRIDGE OVER ARROYO COLORADO, IN THE TOP OF THE SOUTHWEST END OF THE
 AB0815'NORTHWEST ABUTMENT, 9.8 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AB0815'HIGHWAY, AND 0.6 FOOT HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY
 AB0815'STANDARD DISK, STAMPED H 44 46.21.
 AB0815
 AB0815                          STATION RECOVERY (1987)
 AB0815
 AB0815'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0230 ***********************************************************************
 AY0230  DESIGNATION -  H 44
 AY0230  PID         -  AY0230
 AY0230  STATE/COUNTY-  TX/WILSON
 AY0230  USGS QUAD   -  FLORESVILLE (1973)
 AY0230
 AY0230                         *CURRENT SURVEY CONTROL
 AY0230  ___________________________________________________________________
 AY0230* NAD 83(1986)-  29 09 21.     (N)    098 11 19.     (W)     SCALED    
 AY0230* NAVD 88     -       129.323  (meters)     424.29   (feet)  ADJUSTED  
 AY0230  ___________________________________________________________________
 AY0230  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0230  DYNAMIC HT  -         129.139 (meters)     423.68  (feet)  COMP
 AY0230  MODELED GRAV-     979,218.7   (mgal)                       NAVD 88
 AY0230
 AY0230  VERT ORDER  -  FIRST     CLASS II
 AY0230
 AY0230.The horizontal coordinates were scaled from a topographic map and have
 AY0230.an estimated accuracy of +/- 6 seconds.
 AY0230
 AY0230.The orthometric height was determined by differential leveling
 AY0230.and adjusted by the National Geodetic Survey in June 1991..
 AY0230
 AY0230.The geoid height was determined by GEOID03.
 AY0230
 AY0230.The dynamic height is computed by dividing the NAVD 88
 AY0230.geopotential number by the normal gravity value computed on the
 AY0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0230.degrees latitude (g = 980.6199 gals.).
 AY0230
 AY0230.The modeled gravity was interpolated from observed gravity values.
 AY0230
 AY0230;                    North         East    Units  Estimated Accuracy
 AY0230;SPC TXSC     - 4,146,840.      678,930.      MT  (+/- 180 meters Scaled)
 AY0230
 AY0230                          SUPERSEDED SURVEY CONTROL
 AY0230
 AY0230  NGVD 29 (??/??/92)  129.263  (m)          424.09   (f) ADJ UNCH    1 2
 AY0230
 AY0230.Superseded values are not recommended for survey control.
 AY0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0230.See file dsdata.txt to determine how the superseded data were derived.
 AY0230
 AY0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT789255(NAD 83)
 AY0230_MARKER: DB = BENCH MARK DISK
 AY0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0230_STAMPING: H 44 1917 ELEV. 424.176 FT.
 AY0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0230+STABILITY: SURFACE MOTION
 AY0230
 AY0230  HISTORY     - Date     Condition        Report By
 AY0230  HISTORY     - 1917     MONUMENTED       CGS
 AY0230  HISTORY     - 1943     POOR             NGS
 AY0230  HISTORY     - 1971     MARK NOT FOUND   USGS
 AY0230  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0230
 AY0230                          STATION DESCRIPTION
 AY0230
 AY0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0230'2.25 MI NW FROM FLORESVILLE.
 AY0230'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0230'STATION AT FLORESVILLE-- PROCEED 2.25 MILES NORTHWESTERLY ALONG THE
 AY0230'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 267.0 FEET
 AY0230'SOUTHEAST OF A FARM ROAD CROSSING, AND ABOUT 135.0 FEET SOUTHEAST OF
 AY0230'THE SOUTHEAST END OF RAILROAD TRESTLE NO.27.36.  IT IS 39.5 FEET
 AY0230'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF TRACK,
 AY0230'10.0 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 3.7 FEET NORTHWEST OF
 AY0230'THE TWELFTH POLE (ABOUT 0.4 MILE) SOUTHEAST OF MILEPOST 27 AND 2.6
 AY0230'FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AY0230'0.1 FOOT.  A DISK SET IN A CONCRETE POST.
 AY0230
 AY0230                          STATION RECOVERY (1971)
 AY0230
 AY0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AY0230'MARK NOT FOUND.
 AY0230
 AY0230                          STATION RECOVERY (1980)
 AY0230
 AY0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0230'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0488 ***********************************************************************
 AJ0488  DESIGNATION -  H 44
 AJ0488  PID         -  AJ0488
 AJ0488  STATE/COUNTY-  TX/DUVAL
 AJ0488  USGS QUAD   -  BRUNI SE (1972)
 AJ0488
 AJ0488                         *CURRENT SURVEY CONTROL
 AJ0488  ___________________________________________________________________
 AJ0488* NAD 83(1986)-  27 20 46.     (N)    098 45 42.     (W)     SCALED    
 AJ0488* NAVD 88     -       203.294  (meters)     666.97   (feet)  ADJUSTED  
 AJ0488  ___________________________________________________________________
 AJ0488  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AJ0488  DYNAMIC HT  -         202.967 (meters)     665.90  (feet)  COMP
 AJ0488  MODELED GRAV-     979,032.5   (mgal)                       NAVD 88
 AJ0488
 AJ0488  VERT ORDER  -  FIRST     CLASS II
 AJ0488
 AJ0488.The horizontal coordinates were scaled from a topographic map and have
 AJ0488.an estimated accuracy of +/- 6 seconds.
 AJ0488
 AJ0488.The orthometric height was determined by differential leveling
 AJ0488.and adjusted by the National Geodetic Survey in June 1991..
 AJ0488
 AJ0488.The geoid height was determined by GEOID03.
 AJ0488
 AJ0488.The dynamic height is computed by dividing the NAVD 88
 AJ0488.geopotential number by the normal gravity value computed on the
 AJ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0488.degrees latitude (g = 980.6199 gals.).
 AJ0488
 AJ0488.The modeled gravity was interpolated from observed gravity values.
 AJ0488
 AJ0488;                    North         East    Units  Estimated Accuracy
 AJ0488;SPC TX S     - 5,186,100.      274,110.      MT  (+/- 180 meters Scaled)
 AJ0488
 AJ0488                          SUPERSEDED SURVEY CONTROL
 AJ0488
 AJ0488  NGVD 29 (??/??/92)  203.316  (m)          667.05   (f) ADJ UNCH    1 2
 AJ0488
 AJ0488.Superseded values are not recommended for survey control.
 AJ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0488.See file dsdata.txt to determine how the superseded data were derived.
 AJ0488
 AJ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR235247(NAD 83)
 AJ0488_MARKER: DD = SURVEY DISK
 AJ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0488_STAMPING: H 44 1923 TEXAS 667.05
 AJ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0488+STABILITY: SURFACE MOTION
 AJ0488
 AJ0488  HISTORY     - Date     Condition        Report By
 AJ0488  HISTORY     - 1923     MONUMENTED       USGS
 AJ0488  HISTORY     - 1933     GOOD             NGS
 AJ0488  HISTORY     - 1934     GOOD             NGS
 AJ0488
 AJ0488                          STATION DESCRIPTION
 AJ0488
 AJ0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0488'6.1 MI NW FROM HEBBRONVILLE.
 AJ0488'ON THE TEXAS-MEXICAN R.R. AT MILEPOST 56, 45 FT. SOUTHWEST OF TRACK,
 AJ0488'AND 10 FT. SOUTH OF LINE OF TELEPHONE POLES.
 AJ0488
 AJ0488                          STATION RECOVERY (1934)
 AJ0488
 AJ0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0113 ***********************************************************************
 EO0113  DESIGNATION -  H 440
 EO0113  PID         -  EO0113
 EO0113  STATE/COUNTY-  TX/LAMB
 EO0113  USGS QUAD   -  OLTON (1981)
 EO0113
 EO0113                         *CURRENT SURVEY CONTROL
 EO0113  ___________________________________________________________________
 EO0113* NAD 83(1986)-  34 11 18.     (N)    102 11 18.     (W)     SCALED    
 EO0113* NAVD 88     -      1107.015  (meters)    3631.93   (feet)  ADJUSTED  
 EO0113  ___________________________________________________________________
 EO0113  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 EO0113  DYNAMIC HT  -        1105.595 (meters)    3627.27  (feet)  COMP
 EO0113  MODELED GRAV-     979,314.7   (mgal)                       NAVD 88
 EO0113
 EO0113  VERT ORDER  -  SECOND    CLASS 0
 EO0113
 EO0113.The horizontal coordinates were scaled from a topographic map and have
 EO0113.an estimated accuracy of +/- 6 seconds.
 EO0113
 EO0113.The orthometric height was determined by differential leveling
 EO0113.and adjusted by the National Geodetic Survey in June 1991..
 EO0113
 EO0113.The geoid height was determined by GEOID03.
 EO0113
 EO0113.The dynamic height is computed by dividing the NAVD 88
 EO0113.geopotential number by the normal gravity value computed on the
 EO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0113.degrees latitude (g = 980.6199 gals.).
 EO0113
 EO0113.The modeled gravity was interpolated from observed gravity values.
 EO0113
 EO0113;                    North         East    Units  Estimated Accuracy
 EO0113;SPC TXNC     - 2,285,620.      260,050.      MT  (+/- 180 meters Scaled)
 EO0113
 EO0113                          SUPERSEDED SURVEY CONTROL
 EO0113
 EO0113  NGVD 29 (??/??/92) 1106.533  (m)         3630.35   (f) ADJ UNCH    2 0
 EO0113
 EO0113.Superseded values are not recommended for survey control.
 EO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0113.See file dsdata.txt to determine how the superseded data were derived.
 EO0113
 EO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT591866(NAD 83)
 EO0113_MARKER: DB = BENCH MARK DISK
 EO0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0113_STAMPING: H-440 1934
 EO0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0113+STABILITY: SURFACE MOTION
 EO0113
 EO0113  HISTORY     - Date     Condition        Report By
 EO0113  HISTORY     - 1934     MONUMENTED       CGS
 EO0113  HISTORY     - 1948     GOOD             NGS
 EO0113
 EO0113                          STATION DESCRIPTION
 EO0113
 EO0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0113'3.3 MI W FROM OLTON.
 EO0113'3.3 MI. W. ALONG U.S. NO. 70 200 FT. N.E. OF A SMALL WHITE FRAME
 EO0113'HOUSE, 47 FT. N. OF THE CENTER LINE OF HWY., 14 FT. E. OF A SEC. COR.,
 EO0113'2 FT. W. OF A TELEPHONE POLE, AND 1 FT. S. OF THE FENCE LINE.
 EO0113
 EO0113                          STATION RECOVERY (1948)
 EO0113
 EO0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 EO0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0151 ***********************************************************************
 DQ0151  DESIGNATION -  H 441
 DQ0151  PID         -  DQ0151
 DQ0151  STATE/COUNTY-  TX/YOAKUM
 DQ0151  USGS QUAD   -  PLAINS (1971)
 DQ0151
 DQ0151                         *CURRENT SURVEY CONTROL
 DQ0151  ___________________________________________________________________
 DQ0151* NAD 83(1986)-  33 11 19.     (N)    102 49 45.     (W)     SCALED    
 DQ0151* NAVD 88     -      1111.412  (meters)    3646.36   (feet)  ADJUSTED  
 DQ0151  ___________________________________________________________________
 DQ0151  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 DQ0151  DYNAMIC HT  -        1109.929 (meters)    3641.49  (feet)  COMP
 DQ0151  MODELED GRAV-     979,263.9   (mgal)                       NAVD 88
 DQ0151
 DQ0151  VERT ORDER  -  SECOND    CLASS 0
 DQ0151
 DQ0151.The horizontal coordinates were scaled from a topographic map and have
 DQ0151.an estimated accuracy of +/- 6 seconds.
 DQ0151
 DQ0151.The orthometric height was determined by differential leveling
 DQ0151.and adjusted by the National Geodetic Survey in June 1991..
 DQ0151
 DQ0151.The geoid height was determined by GEOID03.
 DQ0151
 DQ0151.The dynamic height is computed by dividing the NAVD 88
 DQ0151.geopotential number by the normal gravity value computed on the
 DQ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0151.degrees latitude (g = 980.6199 gals.).
 DQ0151
 DQ0151.The modeled gravity was interpolated from observed gravity values.
 DQ0151
 DQ0151;                    North         East    Units  Estimated Accuracy
 DQ0151;SPC TXNC     - 2,177,080.      196,450.      MT  (+/- 180 meters Scaled)
 DQ0151
 DQ0151                          SUPERSEDED SURVEY CONTROL
 DQ0151
 DQ0151  NGVD 29 (??/??/92) 1110.99   (m)         3645.0    (f) COMPUTED    2 0
 DQ0151
 DQ0151.Superseded values are not recommended for survey control.
 DQ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0151.See file dsdata.txt to determine how the superseded data were derived.
 DQ0151
 DQ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS023742(NAD 83)
 DQ0151_MARKER: DB = BENCH MARK DISK
 DQ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0151_STAMPING: H-441 1934
 DQ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0151+STABILITY: SURFACE MOTION
 DQ0151
 DQ0151  HISTORY     - Date     Condition        Report By
 DQ0151  HISTORY     - 1934     MONUMENTED       CGS
 DQ0151
 DQ0151                          STATION DESCRIPTION
 DQ0151
 DQ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0151'IN PLAINS.
 DQ0151'138 FT. S.W. OF THE W. ENTRANCE TO THE COURT HOUSE, 100 FT. N. OF THE
 DQ0151'P.O. AT PLAINS, AND 6 FT. N.E. OF THE S.W. FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0219 ***********************************************************************
 CV0219  DESIGNATION -  H 443
 CV0219  PID         -  CV0219
 CV0219  STATE/COUNTY-  TX/GAINES
 CV0219  USGS QUAD   -  SEMINOLE NE (1970)
 CV0219
 CV0219                         *CURRENT SURVEY CONTROL
 CV0219  ___________________________________________________________________
 CV0219* NAD 83(1986)-  32 42 41.     (N)    102 32 53.     (W)     SCALED    
 CV0219* NAVD 88     -       984.260  (meters)    3229.19   (feet)  ADJUSTED  
 CV0219  ___________________________________________________________________
 CV0219  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CV0219  DYNAMIC HT  -         982.936 (meters)    3224.85  (feet)  COMP
 CV0219  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 CV0219
 CV0219  VERT ORDER  -  SECOND    CLASS 0
 CV0219
 CV0219.The horizontal coordinates were scaled from a topographic map and have
 CV0219.an estimated accuracy of +/- 6 seconds.
 CV0219
 CV0219.The orthometric height was determined by differential leveling
 CV0219.and adjusted by the National Geodetic Survey in June 1991..
 CV0219
 CV0219.The geoid height was determined by GEOID03.
 CV0219
 CV0219.The dynamic height is computed by dividing the NAVD 88
 CV0219.geopotential number by the normal gravity value computed on the
 CV0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0219.degrees latitude (g = 980.6199 gals.).
 CV0219
 CV0219.The modeled gravity was interpolated from observed gravity values.
 CV0219
 CV0219;                    North         East    Units  Estimated Accuracy
 CV0219;SPC TXNC     - 2,123,160.      220,610.      MT  (+/- 180 meters Scaled)
 CV0219
 CV0219                          SUPERSEDED SURVEY CONTROL
 CV0219
 CV0219  NGVD 29 (??/??/92)  983.959  (m)         3228.21   (f) ADJ UNCH    2 0
 CV0219
 CV0219.Superseded values are not recommended for survey control.
 CV0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0219.See file dsdata.txt to determine how the superseded data were derived.
 CV0219
 CV0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS298219(NAD 83)
 CV0219_MARKER: DB = BENCH MARK DISK
 CV0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0219_STAMPING: H 443 1934
 CV0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0219+STABILITY: SURFACE MOTION
 CV0219
 CV0219  HISTORY     - Date     Condition        Report By
 CV0219  HISTORY     - 1934     MONUMENTED       CGS
 CV0219  HISTORY     - 1950     GOOD             NGS
 CV0219
 CV0219                          STATION DESCRIPTION
 CV0219
 CV0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CV0219'5.8 MI E FROM SEMINOLE.
 CV0219'5.8 MILES EAST ALONG STATE HIGHWAY 15 FROM SEMINOLE, GAINES COUNTY,
 CV0219'0.25 MILE EAST OF A FARMHOUSE AND A WINDMILL ON THE NORTH SIDE OF THE
 CV0219'HIGHWAY, 66 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 8 FEET
 CV0219'NORTH OF A FENCE.  A STANDARD DISK, STAMPED H 443 1934 AND SET IN THE
 CV0219'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0656 ***********************************************************************
 CU0656  DESIGNATION -  H 444
 CU0656  PID         -  CU0656
 CU0656  STATE/COUNTY-  TX/HOWARD
 CU0656  USGS QUAD   -  KNOTT (1966)
 CU0656
 CU0656                         *CURRENT SURVEY CONTROL
 CU0656  ___________________________________________________________________
 CU0656* NAD 83(1986)-  32 29 24.     (N)    101 39 52.     (W)     SCALED    
 CU0656* NAVD 88     -       841.471  (meters)    2760.73   (feet)  ADJUSTED  
 CU0656  ___________________________________________________________________
 CU0656  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 CU0656  DYNAMIC HT  -         840.333 (meters)    2756.99  (feet)  COMP
 CU0656  MODELED GRAV-     979,257.7   (mgal)                       NAVD 88
 CU0656
 CU0656  VERT ORDER  -  SECOND    CLASS 0
 CU0656
 CU0656.The horizontal coordinates were scaled from a topographic map and have
 CU0656.an estimated accuracy of +/- 6 seconds.
 CU0656
 CU0656.The orthometric height was determined by differential leveling
 CU0656.and adjusted by the National Geodetic Survey in June 1991..
 CU0656
 CU0656.The geoid height was determined by GEOID03.
 CU0656
 CU0656.The dynamic height is computed by dividing the NAVD 88
 CU0656.geopotential number by the normal gravity value computed on the
 CU0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0656.degrees latitude (g = 980.6199 gals.).
 CU0656
 CU0656.The modeled gravity was interpolated from observed gravity values.
 CU0656
 CU0656;                    North         East    Units  Estimated Accuracy
 CU0656;SPC TXNC     - 2,095,780.      302,650.      MT  (+/- 180 meters Scaled)
 CU0656
 CU0656                          SUPERSEDED SURVEY CONTROL
 CU0656
 CU0656  NGVD 29 (??/??/92)  841.18   (m)         2759.8    (f) COMPUTED    2 0
 CU0656
 CU0656.Superseded values are not recommended for survey control.
 CU0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0656.See file dsdata.txt to determine how the superseded data were derived.
 CU0656
 CU0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA496978(NAD 83)
 CU0656_MARKER: DB = BENCH MARK DISK
 CU0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0656_STAMPING: H-444 1934
 CU0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0656+STABILITY: SURFACE MOTION
 CU0656
 CU0656  HISTORY     - Date     Condition        Report By
 CU0656  HISTORY     - 1934     MONUMENTED       CGS
 CU0656
 CU0656                          STATION DESCRIPTION
 CU0656
 CU0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0656'20.2 MI NW FROM BIG SPRINGS.
 CU0656'20.2 MI. N.W. OF T.P. DEPOT ALONG U.S. NO. 385 240 FT. S. OF THE
 CU0656'CENTER LINE OF ROAD BEARING W., 53 FT. W. OF THE CENTER LINE OF HWY.,
 CU0656'AND 1 FT. E. OF THE RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0327 ***********************************************************************
 DP0327  DESIGNATION -  H 445
 DP0327  PID         -  DP0327
 DP0327  STATE/COUNTY-  TX/GARZA
 DP0327  USGS QUAD   -  GRASSLAND (1970)
 DP0327
 DP0327                         *CURRENT SURVEY CONTROL
 DP0327  ___________________________________________________________________
 DP0327* NAD 83(1986)-  33 10 51.     (N)    101 32 10.     (W)     SCALED    
 DP0327* NAVD 88     -       891.547  (meters)    2925.02   (feet)  ADJUSTED  
 DP0327  ___________________________________________________________________
 DP0327  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 DP0327  DYNAMIC HT  -         890.378 (meters)    2921.18  (feet)  COMP
 DP0327  MODELED GRAV-     979,296.4   (mgal)                       NAVD 88
 DP0327
 DP0327  VERT ORDER  -  SECOND    CLASS 0
 DP0327
 DP0327.The horizontal coordinates were scaled from a topographic map and have
 DP0327.an estimated accuracy of +/- 6 seconds.
 DP0327
 DP0327.The orthometric height was determined by differential leveling
 DP0327.and adjusted by the National Geodetic Survey in June 1991..
 DP0327
 DP0327.The geoid height was determined by GEOID03.
 DP0327
 DP0327.The dynamic height is computed by dividing the NAVD 88
 DP0327.geopotential number by the normal gravity value computed on the
 DP0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0327.degrees latitude (g = 980.6199 gals.).
 DP0327
 DP0327.The modeled gravity was interpolated from observed gravity values.
 DP0327
 DP0327;                    North         East    Units  Estimated Accuracy
 DP0327;SPC TXNC     - 2,172,000.      316,920.      MT  (+/- 180 meters Scaled)
 DP0327
 DP0327                          SUPERSEDED SURVEY CONTROL
 DP0327
 DP0327  NGVD 29 (??/??/92)  891.11   (m)         2923.6    (f) COMPUTED    2 0
 DP0327
 DP0327.Superseded values are not recommended for survey control.
 DP0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0327.See file dsdata.txt to determine how the superseded data were derived.
 DP0327
 DP0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB635742(NAD 83)
 DP0327_MARKER: DB = BENCH MARK DISK
 DP0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0327_STAMPING: H-445 1934
 DP0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0327+STABILITY: SURFACE MOTION
 DP0327
 DP0327  HISTORY     - Date     Condition        Report By
 DP0327  HISTORY     - 1934     MONUMENTED       CGS
 DP0327
 DP0327                          STATION DESCRIPTION
 DP0327
 DP0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0327'9.1 MI W FROM POST.
 DP0327'9.1 MI. W. OF COURTHOUSE ALONG U.S. NO. 380 AND ST. NO. 84 0.1 MI. E.
 DP0327'OF A FARM HOUSE ON THE S. SIDE OF THE HWY., 48 FT. S. OF THE CENTER
 DP0327'LINE OF HWY., AND 1 FT. N. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0671 ***********************************************************************
 CU0671  DESIGNATION -  H 446
 CU0671  PID         -  CU0671
 CU0671  STATE/COUNTY-  TX/DAWSON
 CU0671  USGS QUAD   -  SAND CREEK (1970)
 CU0671
 CU0671                         *CURRENT SURVEY CONTROL
 CU0671  ___________________________________________________________________
 CU0671* NAD 83(1986)-  32 44 23.     (N)    101 43 20.     (W)     SCALED    
 CU0671* NAVD 88     -       855.446  (meters)    2806.58   (feet)  ADJUSTED  
 CU0671  ___________________________________________________________________
 CU0671  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CU0671  DYNAMIC HT  -         854.326 (meters)    2802.90  (feet)  COMP
 CU0671  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 CU0671
 CU0671  VERT ORDER  -  SECOND    CLASS 0
 CU0671
 CU0671.The horizontal coordinates were scaled from a topographic map and have
 CU0671.an estimated accuracy of +/- 6 seconds.
 CU0671
 CU0671.The orthometric height was determined by differential leveling
 CU0671.and adjusted by the National Geodetic Survey in June 1991..
 CU0671
 CU0671.The geoid height was determined by GEOID03.
 CU0671
 CU0671.The dynamic height is computed by dividing the NAVD 88
 CU0671.geopotential number by the normal gravity value computed on the
 CU0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0671.degrees latitude (g = 980.6199 gals.).
 CU0671
 CU0671.The modeled gravity was interpolated from observed gravity values.
 CU0671
 CU0671;                    North         East    Units  Estimated Accuracy
 CU0671;SPC TXNC     - 2,123,620.      298,070.      MT  (+/- 180 meters Scaled)
 CU0671
 CU0671                          SUPERSEDED SURVEY CONTROL
 CU0671
 CU0671  NGVD 29 (??/??/92)  855.134  (m)         2805.55   (f) ADJ UNCH    2 0
 CU0671
 CU0671.Superseded values are not recommended for survey control.
 CU0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0671.See file dsdata.txt to determine how the superseded data were derived.
 CU0671
 CU0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB449257(NAD 83)
 CU0671_MARKER: DB = BENCH MARK DISK
 CU0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0671_STAMPING: H 446 1934
 CU0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0671+STABILITY: SURFACE MOTION
 CU0671
 CU0671  HISTORY     - Date     Condition        Report By
 CU0671  HISTORY     - 1934     MONUMENTED       CGS
 CU0671  HISTORY     - 1969     GOOD             USGS
 CU0671
 CU0671                          STATION DESCRIPTION
 CU0671
 CU0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0671'15.1 MI E FROM LAMESA.
 CU0671'15.1 MILES EAST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE AT LAMESA,
 CU0671'DAWSON COUNTY, 0.5 MILE EAST OF THE SUMMIT OF A HILL, 140 FEET SOUTH
 CU0671'OF A GATE IN THE NORTH RIGHT-OF-WAY FENCE TO A ROAD LEADING NORTH, 95
 CU0671'FEET WEST OF A CONCRETE-BOX CULVERT, 48 FEET SOUTH OF THE CENTERLINE
 CU0671'OF THE HIGHWAY, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A
 CU0671'STANDARD DISK, STAMPED H 446 1934 AND SET IN THE TOP OF A CONCRETE
 CU0671'POST.
 CU0671
 CU0671                          STATION RECOVERY (1969)
 CU0671
 CU0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0452 ***********************************************************************
 CU0452  DESIGNATION -  H 447
 CU0452  PID         -  CU0452
 CU0452  STATE/COUNTY-  TX/SCURRY
 CU0452  USGS QUAD   -  IRA NE (1979)
 CU0452
 CU0452                         *CURRENT SURVEY CONTROL
 CU0452  ___________________________________________________________________
 CU0452* NAD 83(1986)-  32 43 43.     (N)    101 00 28.     (W)     SCALED    
 CU0452* NAVD 88     -       739.039  (meters)    2424.66   (feet)  POSTED    
 CU0452  ___________________________________________________________________
 CU0452  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CU0452  DYNAMIC HT  -         738.070 (meters)    2421.48  (feet)  COMP
 CU0452  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 CU0452
 CU0452  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CU0452
 CU0452.The horizontal coordinates were scaled from a topographic map and have
 CU0452.an estimated accuracy of +/- 6 seconds.
 CU0452
 CU0452.The orthometric height was determined by differential leveling
 CU0452.and adjusted by the National Geodetic Survey in 1992..
 CU0452.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CU0452.rate of 2.1 thru 3.0 mm/km.
 CU0452
 CU0452.The geoid height was determined by GEOID03.
 CU0452
 CU0452.The dynamic height is computed by dividing the NAVD 88
 CU0452.geopotential number by the normal gravity value computed on the
 CU0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0452.degrees latitude (g = 980.6199 gals.).
 CU0452
 CU0452.The modeled gravity was interpolated from observed gravity values.
 CU0452
 CU0452;                    North         East    Units  Estimated Accuracy
 CU0452;SPC TXNC     - 2,120,560.      364,970.      MT  (+/- 180 meters Scaled)
 CU0452
 CU0452                          SUPERSEDED SURVEY CONTROL
 CU0452
 CU0452  NGVD 29 (??/??/92)  738.736  (m)         2423.67   (f) ADJ UNCH    2 0
 CU0452
 CU0452.Superseded values are not recommended for survey control.
 CU0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0452.See file dsdata.txt to determine how the superseded data were derived.
 CU0452
 CU0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB118229(NAD 83)
 CU0452_MARKER: DB = BENCH MARK DISK
 CU0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0452_STAMPING: H-447 1934
 CU0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0452+STABILITY: SURFACE MOTION
 CU0452
 CU0452  HISTORY     - Date     Condition        Report By
 CU0452  HISTORY     - 1934     MONUMENTED       CGS
 CU0452  HISTORY     - 1935     GOOD             NGS
 CU0452  HISTORY     - 1945     MARK NOT FOUND   LOCSUR
 CU0452
 CU0452                          STATION DESCRIPTION
 CU0452
 CU0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CU0452'5.5 MI W FROM SNYDER.
 CU0452'5.5 MI. W. OF COURTHOUSE ALONG STATE NO. 83 380 FT. W. OF A WOODEN
 CU0452'BRIDGE, 275 FT. E. OF A ROAD BEARING S. TO FARMHOUSE, 27 FT. S. OF THE
 CU0452'CENTERLINE OF HWY., AND 2 FT. E. OF A FENCE CORNER.
 CU0452
 CU0452                          STATION RECOVERY (1945)
 CU0452
 CU0452'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 CU0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0453 ***********************************************************************
 CU0453  DESIGNATION -  H 447 RESET 1940
 CU0453  PID         -  CU0453
 CU0453  STATE/COUNTY-  TX/SCURRY
 CU0453  USGS QUAD   -  IRA NE (1979)
 CU0453
 CU0453                         *CURRENT SURVEY CONTROL
 CU0453  ___________________________________________________________________
 CU0453* NAD 83(1986)-  32 43 43.     (N)    101 00 28.     (W)     SCALED    
 CU0453* NAVD 88     -       738.36   (+/-2cm)    2422.4    (feet)  VERTCON   
 CU0453  ___________________________________________________________________
 CU0453  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CU0453
 CU0453  VERT ORDER  -  THIRD (See Below)
 CU0453
 CU0453.The horizontal coordinates were scaled from a topographic map and have
 CU0453.an estimated accuracy of +/- 6 seconds.
 CU0453
 CU0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0453.The vertical order pertains to the NGVD 29 superseded value.
 CU0453
 CU0453.The geoid height was determined by GEOID03.
 CU0453
 CU0453;                    North         East    Units  Estimated Accuracy
 CU0453;SPC TXNC     - 2,120,560.      364,970.      MT  (+/- 180 meters Scaled)
 CU0453
 CU0453                          SUPERSEDED SURVEY CONTROL
 CU0453
 CU0453  NGVD 29 (01/29/03)  738.06   (m)         2421.5    (f) RESET       3  
 CU0453
 CU0453.Superseded values are not recommended for survey control.
 CU0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0453.See file dsdata.txt to determine how the superseded data were derived.
 CU0453
 CU0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB118229(NAD 83)
 CU0453_MARKER: DB = BENCH MARK DISK
 CU0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0453_STAMPING: H 447 RESET 1940
 CU0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0453+STABILITY: SURFACE MOTION
 CU0453
 CU0453  HISTORY     - Date     Condition        Report By
 CU0453  HISTORY     - 1940     MONUMENTED       TXHD
 CU0453  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0453
 CU0453                          STATION DESCRIPTION
 CU0453
 CU0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0453'5.2 MI W FROM SNYDER.
 CU0453'3.5 MILES WEST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE SQUARE AT
 CU0453'SNYDER, SCURRY COUNTY, AT A 17-SPAN 6- BY 4-FOOT CONCRETE CULVERT, 192
 CU0453'FEET EAST OF THE WEST END, 60 FEET SOUTH OF THE CENTERLINE OF THE
 CU0453'HIGHWAY, AND AT THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H
 CU0453'447 RESET 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0265 ***********************************************************************
 BN0265  DESIGNATION -  H 448
 BN0265  PID         -  BN0265
 BN0265  STATE/COUNTY-  TX/MASON
 BN0265  USGS QUAD   -  GRIT (1970)
 BN0265
 BN0265                         *CURRENT SURVEY CONTROL
 BN0265  ___________________________________________________________________
 BN0265* NAD 83(1986)-  30 45 17.     (N)    099 20 34.     (W)     SCALED    
 BN0265* NAVD 88     -       515.712  (meters)    1691.97   (feet)  ADJUSTED  
 BN0265  ___________________________________________________________________
 BN0265  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 BN0265  DYNAMIC HT  -         515.002 (meters)    1689.64  (feet)  COMP
 BN0265  MODELED GRAV-     979,248.1   (mgal)                       NAVD 88
 BN0265
 BN0265  VERT ORDER  -  SECOND    CLASS 0
 BN0265
 BN0265.The horizontal coordinates were scaled from a topographic map and have
 BN0265.an estimated accuracy of +/- 6 seconds.
 BN0265
 BN0265.The orthometric height was determined by differential leveling
 BN0265.and adjusted by the National Geodetic Survey in June 1991..
 BN0265
 BN0265.The geoid height was determined by GEOID03.
 BN0265
 BN0265.The dynamic height is computed by dividing the NAVD 88
 BN0265.geopotential number by the normal gravity value computed on the
 BN0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0265.degrees latitude (g = 980.6199 gals.).
 BN0265
 BN0265.The modeled gravity was interpolated from observed gravity values.
 BN0265
 BN0265;                    North         East    Units  Estimated Accuracy
 BN0265;SPC TX C     - 3,121,040.      794,830.      MT  (+/- 180 meters Scaled)
 BN0265
 BN0265                          SUPERSEDED SURVEY CONTROL
 BN0265
 BN0265  NGVD 29 (??/??/92)  515.651  (m)         1691.77   (f) ADJ UNCH    2 0
 BN0265
 BN0265.Superseded values are not recommended for survey control.
 BN0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0265.See file dsdata.txt to determine how the superseded data were derived.
 BN0265
 BN0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV671024(NAD 83)
 BN0265_MARKER: DB = BENCH MARK DISK
 BN0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0265_STAMPING: H 448 1935
 BN0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0265+STABILITY: SURFACE MOTION
 BN0265
 BN0265  HISTORY     - Date     Condition        Report By
 BN0265  HISTORY     - 1935     MONUMENTED       CGS
 BN0265  HISTORY     - 1953     GOOD             NGS
 BN0265  HISTORY     - 19960725 MARK NOT FOUND   USPSQD
 BN0265
 BN0265                          STATION DESCRIPTION
 BN0265
 BN0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0265'7.5 MI SW FROM MASON.
 BN0265'1.35 MILES NORTHWEST ALONG U.S. HIGHWAY 87 AND STATE HIGHWAY 29 FROM
 BN0265'THE COURTHOUSE AT MASON, THENCE 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY
 BN0265'377 AND STATE HIGHWAY 29, THENCE 3.95 MILES SOUTHWEST ALONG A GRADED
 BN0265'DIRT ROAD, 0.15 MILE SOUTHWEST OF A SMALL FARMHOUSE, 102.4 FEET
 BN0265'NORTHEAST OF A FENCE CORNER, 29 FEET NORTHWEST OF THE CENTER LINE OF
 BN0265'THE ROAD, 1.5 FEET SOUTHEAST OF A FENCE, 0.8 FOOT SOUTHEAST OF A
 BN0265'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BN0265'FOOT ABOVE THE GROUND.
 BN0265
 BN0265                          STATION RECOVERY (1996)
 BN0265
 BN0265'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0337 ***********************************************************************
 BN0337  DESIGNATION -  H 449
 BN0337  PID         -  BN0337
 BN0337  STATE/COUNTY-  TX/KIMBLE
 BN0337  USGS QUAD   -  SEGOVIA (1974)
 BN0337
 BN0337                         *CURRENT SURVEY CONTROL
 BN0337  ___________________________________________________________________
 BN0337* NAD 83(1986)-  30 22 58.     (N)    099 39 04.     (W)     SCALED    
 BN0337* NAVD 88     -       546.148  (meters)    1791.82   (feet)  ADJUSTED  
 BN0337  ___________________________________________________________________
 BN0337  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 BN0337  DYNAMIC HT  -         545.367 (meters)    1789.26  (feet)  COMP
 BN0337  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 BN0337
 BN0337  VERT ORDER  -  SECOND    CLASS 0
 BN0337
 BN0337.The horizontal coordinates were scaled from a topographic map and have
 BN0337.an estimated accuracy of +/- 6 seconds.
 BN0337
 BN0337.The orthometric height was determined by differential leveling
 BN0337.and adjusted by the National Geodetic Survey in June 1991..
 BN0337
 BN0337.The geoid height was determined by GEOID03.
 BN0337
 BN0337.The dynamic height is computed by dividing the NAVD 88
 BN0337.geopotential number by the normal gravity value computed on the
 BN0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0337.degrees latitude (g = 980.6199 gals.).
 BN0337
 BN0337.The modeled gravity was interpolated from observed gravity values.
 BN0337
 BN0337;                    North         East    Units  Estimated Accuracy
 BN0337;SPC TX C     - 3,079,590.      765,570.      MT  (+/- 180 meters Scaled)
 BN0337
 BN0337                          SUPERSEDED SURVEY CONTROL
 BN0337
 BN0337  NGVD 29 (??/??/92)  546.101  (m)         1791.67   (f) ADJ UNCH    2 0
 BN0337
 BN0337.Superseded values are not recommended for survey control.
 BN0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0337.See file dsdata.txt to determine how the superseded data were derived.
 BN0337
 BN0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU374613(NAD 83)
 BN0337_MARKER: DB = BENCH MARK DISK
 BN0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0337_STAMPING: H 449 1935
 BN0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0337+STABILITY: SURFACE MOTION
 BN0337
 BN0337  HISTORY     - Date     Condition        Report By
 BN0337  HISTORY     - 1935     MONUMENTED       CGS
 BN0337  HISTORY     - 1974     GOOD             USGS
 BN0337  HISTORY     - 19990227 GOOD             USPSQD
 BN0337
 BN0337                          STATION DESCRIPTION
 BN0337
 BN0337'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 BN0337'1.9 MI SE FROM SEGOVIA.
 BN0337'SEGOVIA, 2.80 MI. SE ALONG COUNTY RD. FROM OVERPASS ON INTERSTATE HWY.
 BN0337'10.  150 FT. S. AND 36 FT. E. OF T-RD W.  STANDARD BRONZE DISK STAMPED
 BN0337'H 449 1935 SET IN A SQUARE CONCRETE POST PROJECTING 0.6 FT.
 BN0337
 BN0337                          STATION RECOVERY (1999)
 BN0337
 BN0337'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1405 ***********************************************************************
 FL1405  DESIGNATION -  H 45
 FL1405  PID         -  FL1405
 FL1405  STATE/COUNTY-  TX/MOORE
 FL1405  USGS QUAD   -  LITTLE BLUE CREEK (1972)
 FL1405
 FL1405                         *CURRENT SURVEY CONTROL
 FL1405  ___________________________________________________________________
 FL1405* NAD 83(1986)-  35 51 51.     (N)    101 51 41.     (W)     SCALED    
 FL1405* NAVD 88     -      1088.236  (meters)    3570.32   (feet)  ADJUSTED  
 FL1405  ___________________________________________________________________
 FL1405  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL1405  DYNAMIC HT  -        1086.989 (meters)    3566.23  (feet)  COMP
 FL1405  MODELED GRAV-     979,449.6   (mgal)                       NAVD 88
 FL1405
 FL1405  VERT ORDER  -  SECOND    CLASS 0
 FL1405
 FL1405.The horizontal coordinates were scaled from a topographic map and have
 FL1405.an estimated accuracy of +/- 6 seconds.
 FL1405
 FL1405.The orthometric height was determined by differential leveling
 FL1405.and adjusted by the National Geodetic Survey in June 1991..
 FL1405
 FL1405.The geoid height was determined by GEOID03.
 FL1405
 FL1405.The dynamic height is computed by dividing the NAVD 88
 FL1405.geopotential number by the normal gravity value computed on the
 FL1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1405.degrees latitude (g = 980.6199 gals.).
 FL1405
 FL1405.The modeled gravity was interpolated from observed gravity values.
 FL1405
 FL1405;                    North         East    Units  Estimated Accuracy
 FL1405;SPC TX N     - 1,206,870.      167,360.      MT  (+/- 180 meters Scaled)
 FL1405
 FL1405                          SUPERSEDED SURVEY CONTROL
 FL1405
 FL1405  NGVD 29 (??/??/92) 1087.706  (m)         3568.58   (f) ADJ UNCH    2 0
 FL1405
 FL1405.Superseded values are not recommended for survey control.
 FL1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1405.See file dsdata.txt to determine how the superseded data were derived.
 FL1405
 FL1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE416726(NAD 83)
 FL1405_MARKER: DD = SURVEY DISK
 FL1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1405_STAMPING: H 45 1927
 FL1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1405+STABILITY: SURFACE MOTION
 FL1405
 FL1405  HISTORY     - Date     Condition        Report By
 FL1405  HISTORY     - 1927     MONUMENTED       USGS
 FL1405  HISTORY     - 1952     GOOD             NGS
 FL1405
 FL1405                          STATION DESCRIPTION
 FL1405
 FL1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL1405'6.3 MI E FROM DUMAS.
 FL1405'6.3 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1405'HIGHWAY 287 AT DUMAS, 116 FEET SOUTH OF THE CENTER LINE OF THE
 FL1405'HIGHWAY, 29 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 FL1405'SOUTH, 20 FEET EAST OF THE EAST END OF A CATTLE GUARD, 1.3 FEET SOUTH
 FL1405'OF A FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FL1405'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1612 ***********************************************************************
 AN1612  DESIGNATION -  H 45
 AN1612  PID         -  AN1612
 AN1612  STATE/COUNTY-  TX/BEE
 AN1612  USGS QUAD   -  TULETA (1987)
 AN1612
 AN1612                         *CURRENT SURVEY CONTROL
 AN1612  ___________________________________________________________________
 AN1612* NAD 83(1986)-  28 35 31.     (N)    097 48 32.     (W)     SCALED    
 AN1612* NAVD 88     -        93.112  (meters)     305.49   (feet)  ADJUSTED  
 AN1612  ___________________________________________________________________
 AN1612  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN1612  DYNAMIC HT  -          92.973 (meters)     305.03  (feet)  COMP
 AN1612  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 AN1612
 AN1612  VERT ORDER  -  FIRST     CLASS II
 AN1612
 AN1612.The horizontal coordinates were scaled from a topographic map and have
 AN1612.an estimated accuracy of +/- 6 seconds.
 AN1612
 AN1612.The orthometric height was determined by differential leveling
 AN1612.and adjusted by the National Geodetic Survey in June 1991..
 AN1612.WARNING-Repeat measurements at this control monument indicate possible
 AN1612.vertical movement.
 AN1612
 AN1612.The geoid height was determined by GEOID03.
 AN1612
 AN1612.The dynamic height is computed by dividing the NAVD 88
 AN1612.geopotential number by the normal gravity value computed on the
 AN1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1612.degrees latitude (g = 980.6199 gals.).
 AN1612
 AN1612.The modeled gravity was interpolated from observed gravity values.
 AN1612
 AN1612;                    North         East    Units  Estimated Accuracy
 AN1612;SPC TXSC     - 4,084,670.      716,510.      MT  (+/- 180 meters Scaled)
 AN1612
 AN1612                          SUPERSEDED SURVEY CONTROL
 AN1612
 AN1612  NGVD 29 (??/??/92)   93.144  (m)          305.59   (f) ADJ UNCH    1 2
 AN1612
 AN1612.Superseded values are not recommended for survey control.
 AN1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1612.See file dsdata.txt to determine how the superseded data were derived.
 AN1612
 AN1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS164633(NAD 83)
 AN1612_MARKER: DB = BENCH MARK DISK
 AN1612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1612_SP_SET: CULVERT
 AN1612_STAMPING: ELEV 305.79 FT H 45 1917
 AN1612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1612
 AN1612  HISTORY     - Date     Condition        Report By
 AN1612  HISTORY     - 1917     MONUMENTED       CGS
 AN1612  HISTORY     - 1943     GOOD             NGS
 AN1612  HISTORY     - 1981     GOOD             NGS
 AN1612  HISTORY     - 1987     GOOD             USPSQD
 AN1612
 AN1612                          STATION DESCRIPTION
 AN1612
 AN1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AN1612'2.0 MI S FROM PETTUS.
 AN1612'2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1612'PETTUS, BEE COUNTY, 60 FEET NORTH OF THE FIRST POLE NORTH OF MILEPOST
 AN1612'79, AT 3- BY 6-FOOT CONCRETE BOX CULVERT 78.95, IN THE TOP OF THE
 AN1612'SOUTH END OF THE WEST HEADWALL, 11.7 FEET WEST OF THE CENTERLINE OF
 AN1612'THE TRACK, AND 2.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK.
 AN1612
 AN1612                          STATION RECOVERY (1943)
 AN1612
 AN1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AN1612'RECOVERED IN GOOD CONDITION.
 AN1612
 AN1612                          STATION RECOVERY (1981)
 AN1612
 AN1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1612'2.9 KM (1.8 MI) SOUTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF FARM
 AN1612'ROAD 623 IN PETTUS, AT A CONCRETE BOX CULVERT UNDER THE SOUTHERN
 AN1612'PACIFIC RAILROAD, 31.6 METERS (104 FT) EAST OF THE CENTERLINE OF THE
 AN1612'HIGHWAY, 2.2 METERS (8.5 FT) WEST OF THE WEST RAIL, 0.15 METER
 AN1612'(0.5 FT) NORTH OF THE SOUTH END OF THE WEST HEADWALL OF THE CULVERT.
 AN1612'THE MARK IS 0.9 M BELOW THE TRACKS.
 AN1612
 AN1612                          STATION RECOVERY (1987)
 AN1612
 AN1612'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0490 ***********************************************************************
 AJ0490  DESIGNATION -  H 45
 AJ0490  PID         -  AJ0490
 AJ0490  STATE/COUNTY-  TX/DUVAL
 AJ0490  USGS QUAD   -  BRUNI (1972)
 AJ0490
 AJ0490                         *CURRENT SURVEY CONTROL
 AJ0490  ___________________________________________________________________
 AJ0490* NAD 83(1986)-  27 22 46.     (N)    098 47 14.     (W)     SCALED    
 AJ0490* NAVD 88     -       221.428  (meters)     726.47   (feet)  ADJUSTED  
 AJ0490  ___________________________________________________________________
 AJ0490  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AJ0490  DYNAMIC HT  -         221.071 (meters)     725.30  (feet)  COMP
 AJ0490  MODELED GRAV-     979,033.7   (mgal)                       NAVD 88
 AJ0490
 AJ0490  VERT ORDER  -  FIRST     CLASS II
 AJ0490
 AJ0490.The horizontal coordinates were scaled from a topographic map and have
 AJ0490.an estimated accuracy of +/- 6 seconds.
 AJ0490
 AJ0490.The orthometric height was determined by differential leveling
 AJ0490.and adjusted by the National Geodetic Survey in June 1991..
 AJ0490
 AJ0490.The geoid height was determined by GEOID03.
 AJ0490
 AJ0490.The dynamic height is computed by dividing the NAVD 88
 AJ0490.geopotential number by the normal gravity value computed on the
 AJ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0490.degrees latitude (g = 980.6199 gals.).
 AJ0490
 AJ0490.The modeled gravity was interpolated from observed gravity values.
 AJ0490
 AJ0490;                    North         East    Units  Estimated Accuracy
 AJ0490;SPC TX S     - 5,189,800.      271,590.      MT  (+/- 180 meters Scaled)
 AJ0490
 AJ0490                          SUPERSEDED SURVEY CONTROL
 AJ0490
 AJ0490  NGVD 29 (??/??/92)  221.442  (m)          726.51   (f) ADJ UNCH    1 2
 AJ0490
 AJ0490.Superseded values are not recommended for survey control.
 AJ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0490.See file dsdata.txt to determine how the superseded data were derived.
 AJ0490
 AJ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR210284(NAD 83)
 AJ0490_MARKER: DD = SURVEY DISK
 AJ0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0490_STAMPING: H 45 1923 TEXAS 726.51
 AJ0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0490+STABILITY: SURFACE MOTION
 AJ0490
 AJ0490  HISTORY     - Date     Condition        Report By
 AJ0490  HISTORY     - 1923     MONUMENTED       USGS
 AJ0490  HISTORY     - 1934     GOOD             NGS
 AJ0490
 AJ0490                          STATION DESCRIPTION
 AJ0490
 AJ0490'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 AJ0490'9.0 MI NW FROM HEBBRONVILLE.
 AJ0490'ON THE TEXAS-MEXICAN R.R. 100 FT. WEST OF ROAD CROSSING, 850 FT. EAST
 AJ0490'OF MILEPOST 53, AND 150 FT. SOUTHEAST OF SIGNPOST READING SAENZ.
 AJ0490
 AJ0490                          STATION RECOVERY (1934)
 AJ0490
 AJ0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1117 ***********************************************************************
 AY1117  DESIGNATION -  H 450
 AY1117  PID         -  AY1117
 AY1117  STATE/COUNTY-  TX/KERR
 AY1117  USGS QUAD   -  FALL CREEK (1982)
 AY1117
 AY1117                         *CURRENT SURVEY CONTROL
 AY1117  ___________________________________________________________________
 AY1117* NAD 83(1986)-  29 54 58.     (N)    099 14 44.     (W)     SCALED    
 AY1117* NAVD 88     -       633.272  (meters)    2077.66   (feet)  ADJUSTED  
 AY1117  ___________________________________________________________________
 AY1117  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 AY1117  DYNAMIC HT  -         632.368 (meters)    2074.69  (feet)  COMP
 AY1117  MODELED GRAV-     979,192.4   (mgal)                       NAVD 88
 AY1117
 AY1117  VERT ORDER  -  SECOND    CLASS 0
 AY1117
 AY1117.The horizontal coordinates were scaled from a topographic map and have
 AY1117.an estimated accuracy of +/- 6 seconds.
 AY1117
 AY1117.The orthometric height was determined by differential leveling
 AY1117.and adjusted by the National Geodetic Survey in June 1991..
 AY1117
 AY1117.The geoid height was determined by GEOID03.
 AY1117
 AY1117.The dynamic height is computed by dividing the NAVD 88
 AY1117.geopotential number by the normal gravity value computed on the
 AY1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1117.degrees latitude (g = 980.6199 gals.).
 AY1117
 AY1117.The modeled gravity was interpolated from observed gravity values.
 AY1117
 AY1117;                    North         East    Units  Estimated Accuracy
 AY1117;SPC TXSC     - 4,230,860.      576,290.      MT  (+/- 180 meters Scaled)
 AY1117
 AY1117                          SUPERSEDED SURVEY CONTROL
 AY1117
 AY1117  NGVD 29 (??/??/92)  633.187  (m)         2077.38   (f) ADJ UNCH    2 0
 AY1117
 AY1117.Superseded values are not recommended for survey control.
 AY1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1117.See file dsdata.txt to determine how the superseded data were derived.
 AY1117
 AY1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU762095(NAD 83)
 AY1117_MARKER: DB = BENCH MARK DISK
 AY1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1117_STAMPING: H 450 1935
 AY1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1117+STABILITY: SURFACE MOTION
 AY1117
 AY1117  HISTORY     - Date     Condition        Report By
 AY1117  HISTORY     - 1935     MONUMENTED       CGS
 AY1117  HISTORY     - 1953     GOOD             NGS
 AY1117  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1117  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1117
 AY1117                          STATION DESCRIPTION
 AY1117
 AY1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1117'12.8 MI SW FROM KERRVILLE.
 AY1117'12.8 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1117'KERRVILLE, 0.1 MILE NORTHEAST OF THE TOP OF A HILL, 25 YARDS SOUTHWEST
 AY1117'OF THE SOUTHWEST END OF A CURVE IN THE HIGHWAY, 55 FEET NORTHWEST OF
 AY1117'THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHEAST OF A WITNESS POST,
 AY1117'0.2 MILE NORTHEAST OF A ROCK HOUSE, SET IN THE TOP OF A CONCRETE POST
 AY1117'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 AY1117
 AY1117                          STATION RECOVERY (1990)
 AY1117
 AY1117'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1117'MARK NOT FOUND.
 AY1117
 AY1117                          STATION RECOVERY (2005)
 AY1117
 AY1117'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0242 ***********************************************************************
 CD0242  DESIGNATION -  H 451
 CD0242  PID         -  CD0242
 CD0242  STATE/COUNTY-  TX/CULBERSON
 CD0242  USGS QUAD   -  NUTT RANCH (1964)
 CD0242
 CD0242                         *CURRENT SURVEY CONTROL
 CD0242  ___________________________________________________________________
 CD0242* NAD 83(1986)-  31 12 29.     (N)    104 51 05.     (W)     SCALED    
 CD0242* NAVD 88     -      1300.554  (meters)    4266.90   (feet)  ADJUSTED  
 CD0242  ___________________________________________________________________
 CD0242  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 CD0242  DYNAMIC HT  -        1298.512 (meters)    4260.20  (feet)  COMP
 CD0242  MODELED GRAV-     979,025.4   (mgal)                       NAVD 88
 CD0242
 CD0242  VERT ORDER  -  SECOND    CLASS 0
 CD0242
 CD0242.The horizontal coordinates were scaled from a topographic map and have
 CD0242.an estimated accuracy of +/- 6 seconds.
 CD0242
 CD0242.The orthometric height was determined by differential leveling
 CD0242.and adjusted by the National Geodetic Survey in June 1991..
 CD0242
 CD0242.The geoid height was determined by GEOID03.
 CD0242
 CD0242.The dynamic height is computed by dividing the NAVD 88
 CD0242.geopotential number by the normal gravity value computed on the
 CD0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0242.degrees latitude (g = 980.6199 gals.).
 CD0242
 CD0242.The modeled gravity was interpolated from observed gravity values.
 CD0242
 CD0242;                    North         East    Units  Estimated Accuracy
 CD0242;SPC TX C     - 3,179,610.      269,610.      MT  (+/- 180 meters Scaled)
 CD0242
 CD0242                          SUPERSEDED SURVEY CONTROL
 CD0242
 CD0242  NGVD 29 (??/??/92) 1300.033  (m)         4265.19   (f) ADJ UNCH    2 0
 CD0242
 CD0242.Superseded values are not recommended for survey control.
 CD0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0242.See file dsdata.txt to determine how the superseded data were derived.
 CD0242
 CD0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ141526(NAD 83)
 CD0242_MARKER: DB = BENCH MARK DISK
 CD0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0242_STAMPING: H 451 1934
 CD0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0242+STABILITY: SURFACE MOTION
 CD0242
 CD0242  HISTORY     - Date     Condition        Report By
 CD0242  HISTORY     - 1934     MONUMENTED       CGS
 CD0242  HISTORY     - 1958     GOOD             NGS
 CD0242
 CD0242                          STATION DESCRIPTION
 CD0242
 CD0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0242'13.15 MI N FROM VAN HORN.
 CD0242'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0242'STATION AT VAN HORN, THENCE ABOUT 13.0 MILES NORTH ALONG STATE HIGHWAY
 CD0242'54.  134 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.7 MILE
 CD0242'NORTH OF A CATTLE GUARD, ABOUT 300 FEET NORTH OF THE JUNCTION OF THE
 CD0242'OLD AND NEW HIGHWAY, ABOUT 0.1 MILE SOUTH OF A CONCRETE CULVERT, 36
 CD0242'FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 2 FEET WEST OF A
 CD0242'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE
 CD0242'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0406 ***********************************************************************
 CC0406  DESIGNATION -  H 452
 CC0406  PID         -  CC0406
 CC0406  STATE/COUNTY-  TX/REEVES
 CC0406  USGS QUAD   -  SOTOL HILL (1970)
 CC0406
 CC0406                         *CURRENT SURVEY CONTROL
 CC0406  ___________________________________________________________________
 CC0406* NAD 83(1986)-  31 02 38.     (N)    103 58 23.     (W)     SCALED    
 CC0406* NAVD 88     -      1150.146  (meters)    3773.44   (feet)  POSTED    
 CC0406  ___________________________________________________________________
 CC0406  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 CC0406  DYNAMIC HT  -        1148.370 (meters)    3767.61  (feet)  COMP
 CC0406  MODELED GRAV-     979,061.1   (mgal)                       NAVD 88
 CC0406
 CC0406  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0406
 CC0406.The horizontal coordinates were scaled from a topographic map and have
 CC0406.an estimated accuracy of +/- 6 seconds.
 CC0406
 CC0406.The orthometric height was determined by differential leveling
 CC0406.and adjusted by the National Geodetic Survey in 1992..
 CC0406.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0406.rate of 1.1 thru 2.0 mm/km.
 CC0406
 CC0406.The geoid height was determined by GEOID03.
 CC0406
 CC0406.The dynamic height is computed by dividing the NAVD 88
 CC0406.geopotential number by the normal gravity value computed on the
 CC0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0406.degrees latitude (g = 980.6199 gals.).
 CC0406
 CC0406.The modeled gravity was interpolated from observed gravity values.
 CC0406
 CC0406;                    North         East    Units  Estimated Accuracy
 CC0406;SPC TX C     - 3,158,360.      352,650.      MT  (+/- 180 meters Scaled)
 CC0406
 CC0406                          SUPERSEDED SURVEY CONTROL
 CC0406
 CC0406  NGVD 29 (??/??/92) 1149.709  (m)         3772.00   (f) ADJ UNCH    2 0
 CC0406
 CC0406.Superseded values are not recommended for survey control.
 CC0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0406.See file dsdata.txt to determine how the superseded data were derived.
 CC0406
 CC0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ979349(NAD 83)
 CC0406_MARKER: DB = BENCH MARK DISK
 CC0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0406_SP_SET: CULVERT
 CC0406_STAMPING: H 452 1934 3772.289
 CC0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0406
 CC0406  HISTORY     - Date     Condition        Report By
 CC0406  HISTORY     - 1934     MONUMENTED       CGS
 CC0406  HISTORY     - 1958     GOOD             NGS
 CC0406
 CC0406                          STATION DESCRIPTION
 CC0406
 CC0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0406'14.3 MI NW FROM TOYAHVALE.
 CC0406'ABOUT 14.3 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE
 CC0406'AT TOYAHVALE, ABOUT 16.35 MILES SOUTHEAST ALONG U.S. HIGHWAYS 80 AND
 CC0406'290 FROM THE TEXAS AND PACIFIC RAILROAD STATION AT KENT, IN THE TOP
 CC0406'AND NEAR THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL OF A 4-CHANNEL
 CC0406'CONCRETE CULVERT, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CC0406'SOUTHEAST OF AND AT THE BASE OF A HILL, 5 FEET SOUTHEAST OF THE
 CC0406'NORTHWEST END OF THE HEAD WALL, AND ABOUT 9 INCHES ABOVE THE LEVEL OF
 CC0406'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0245 ***********************************************************************
 BP0245  DESIGNATION -  H 453
 BP0245  PID         -  BP0245
 BP0245  STATE/COUNTY-  TX/PECOS
 BP0245  USGS QUAD   -  TUCKER HILL (1970)
 BP0245
 BP0245                         *CURRENT SURVEY CONTROL
 BP0245  ___________________________________________________________________
 BP0245* NAD 83(1986)-  30 56 34.     (N)    103 20 28.     (W)     SCALED    
 BP0245* NAVD 88     -       937.644  (meters)    3076.25   (feet)  POSTED    
 BP0245  ___________________________________________________________________
 BP0245  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 BP0245  DYNAMIC HT  -         936.220 (meters)    3071.58  (feet)  COMP
 BP0245  MODELED GRAV-     979,090.4   (mgal)                       NAVD 88
 BP0245
 BP0245  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0245
 BP0245.The horizontal coordinates were scaled from a topographic map and have
 BP0245.an estimated accuracy of +/- 6 seconds.
 BP0245
 BP0245.The orthometric height was determined by differential leveling
 BP0245.and adjusted by the National Geodetic Survey in 1992..
 BP0245.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0245.rate of 1.1 thru 2.0 mm/km.
 BP0245
 BP0245.The geoid height was determined by GEOID03.
 BP0245
 BP0245.The dynamic height is computed by dividing the NAVD 88
 BP0245.geopotential number by the normal gravity value computed on the
 BP0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0245.degrees latitude (g = 980.6199 gals.).
 BP0245
 BP0245.The modeled gravity was interpolated from observed gravity values.
 BP0245
 BP0245;                    North         East    Units  Estimated Accuracy
 BP0245;SPC TX C     - 3,145,350.      412,640.      MT  (+/- 180 meters Scaled)
 BP0245
 BP0245                          SUPERSEDED SURVEY CONTROL
 BP0245
 BP0245  NGVD 29 (??/??/92)  937.308  (m)         3075.15   (f) ADJ UNCH    2 0
 BP0245
 BP0245.Superseded values are not recommended for survey control.
 BP0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0245.See file dsdata.txt to determine how the superseded data were derived.
 BP0245
 BP0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ584244(NAD 83)
 BP0245_MARKER: DB = BENCH MARK DISK
 BP0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0245_STAMPING: H 453 1935 3075.151
 BP0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0245+STABILITY: SURFACE MOTION
 BP0245
 BP0245  HISTORY     - Date     Condition        Report By
 BP0245  HISTORY     - 1935     MONUMENTED       CGS
 BP0245  HISTORY     - 1958     GOOD             NGS
 BP0245  HISTORY     - 1968     POOR             NGS
 BP0245  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0245
 BP0245                          STATION DESCRIPTION
 BP0245
 BP0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0245'24.5 MI E FROM BALMORHEA.
 BP0245'ABOUT 24.5 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0245'BALMORHEA, ABOUT 27.6 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE
 BP0245'PANHANDLE AND SANTA FE RAILWAY STATION AT FORT STOCKTON, ABOUT 0.5
 BP0245'MILE WEST OF A CONCRETE HIGHWAY BRIDGE, 51 1/2 FEET NORTH OF THE
 BP0245'CENTER LINE OF THE HIGHWAY, ABOUT 158 YARDS EAST OF THE EAST END OF A
 BP0245'CONCRETE HEAD WALL, 1 FOOT SOUTH OF A FENCE, 1 1/2 FEET EAST OF A
 BP0245'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BP0245'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BP0245
 BP0245                          STATION RECOVERY (1968)
 BP0245
 BP0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BP0245'MARK RECOVERED IN POOR CONDITION.
 BP0245
 BP0245                          STATION RECOVERY (1996)
 BP0245
 BP0245'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0246 ***********************************************************************
 BP0246  DESIGNATION -  H 453 RESET
 BP0246  PID         -  BP0246
 BP0246  STATE/COUNTY-  TX/PECOS
 BP0246  USGS QUAD   -  TUCKER HILL (1970)
 BP0246
 BP0246                         *CURRENT SURVEY CONTROL
 BP0246  ___________________________________________________________________
 BP0246* NAD 83(1986)-  30 56 34.     (N)    103 20 28.     (W)     SCALED    
 BP0246* NAVD 88     -       937.96   (+/-2cm)    3077.3    (feet)  VERTCON   
 BP0246  ___________________________________________________________________
 BP0246  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 BP0246
 BP0246  VERT ORDER  -  THIRD (See Below)
 BP0246
 BP0246.The horizontal coordinates were scaled from a topographic map and have
 BP0246.an estimated accuracy of +/- 6 seconds.
 BP0246
 BP0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0246.The vertical order pertains to the NGVD 29 superseded value.
 BP0246
 BP0246.The geoid height was determined by GEOID03.
 BP0246
 BP0246;                    North         East    Units  Estimated Accuracy
 BP0246;SPC TX C     - 3,145,350.      412,640.      MT  (+/- 180 meters Scaled)
 BP0246
 BP0246                          SUPERSEDED SURVEY CONTROL
 BP0246
 BP0246  NGVD 29 (01/29/03)  937.63   (m)         3076.2    (f) RESET       3  
 BP0246
 BP0246.Superseded values are not recommended for survey control.
 BP0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0246.See file dsdata.txt to determine how the superseded data were derived.
 BP0246
 BP0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ584244(NAD 83)
 BP0246_MARKER: DB = BENCH MARK DISK
 BP0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0246_SP_SET: MONUMENT
 BP0246_STAMPING: H 453 1935 RESET 1968
 BP0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0246+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 BP0246
 BP0246  HISTORY     - Date     Condition        Report By
 BP0246  HISTORY     - 1968     MONUMENTED       CGS
 BP0246  HISTORY     - 20001011 GOOD             TXDOT
 BP0246
 BP0246                          STATION DESCRIPTION
 BP0246
 BP0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BP0246'27 MI W FROM FORT STOCKTON.
 BP0246'FROM THE JUNCTIONS OF U.S. HIGHWAYS 67 285 AND 290 IN THE WEST EDGE OF
 BP0246'FORT STOCKTON GO WEST ON U.S. HIGHWAY 67 AND 290 FOR 9.4 MILES TO THE
 BP0246'JUNCTION OF U.S. HIGHWAY 67.  CONTINUE WEST ON U.S. HIGHWAY 290 FOR
 BP0246'17.6 MILES TO THE MARK ON THE SOUTH SIDE OF THE HIGHWAY.  SET IN THE
 BP0246'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 12-INCHES, 186
 BP0246'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 290, 3 FEET WEST OF A METAL
 BP0246'WITNESS POST WITH SIGN ATTACHED AND 0.8 FEET NORTH OF EAST-WEST FENCE.
 BP0246'NOTE-- THIS MARK IS USED AS THE AZIMUTH MARK FOR STATION HOVEY 1968.
 BP0246
 BP0246                          STATION RECOVERY (2000)
 BP0246
 BP0246'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (JCW)
 BP0246'H 453 RESET IS LOCATED JUST INSIDE THE SOUTH RIGHT-OF-WAY FENCE OF
 BP0246'INTERSTATE HIGHWAY 10. IT IS 1.9 MILES EAST OF THE INTERSECTION OF
 BP0246'IH10 AND THE HOVEY ROAD EXIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0147 ***********************************************************************
 BQ0147  DESIGNATION -  H 454
 BQ0147  PID         -  BQ0147
 BQ0147  STATE/COUNTY-  TX/PRESIDIO
 BQ0147  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0147
 BQ0147                         *CURRENT SURVEY CONTROL
 BQ0147  ___________________________________________________________________
 BQ0147* NAD 83(1986)-  30 02 14.     (N)    104 11 47.     (W)     SCALED    
 BQ0147* NAVD 88     -      1641.562  (meters)    5385.69   (feet)  ADJUSTED  
 BQ0147  ___________________________________________________________________
 BQ0147  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 BQ0147  DYNAMIC HT  -        1638.722 (meters)    5376.37  (feet)  COMP
 BQ0147  MODELED GRAV-     978,853.5   (mgal)                       NAVD 88
 BQ0147  OBS GRAVITY -     978,853.9   (mgal)                       GRAV_OBS
 BQ0147
 BQ0147  VERT ORDER  -  FIRST     CLASS II
 BQ0147
 BQ0147.The horizontal coordinates were scaled from a topographic map and have
 BQ0147.an estimated accuracy of +/- 6 seconds.
 BQ0147
 BQ0147.The orthometric height was determined by differential leveling
 BQ0147.and adjusted by the National Geodetic Survey in June 1991..
 BQ0147
 BQ0147.The geoid height was determined by GEOID03.
 BQ0147
 BQ0147.The dynamic height is computed by dividing the NAVD 88
 BQ0147.geopotential number by the normal gravity value computed on the
 BQ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0147.degrees latitude (g = 980.6199 gals.).
 BQ0147
 BQ0147.The modeled gravity was interpolated from observed gravity values.
 BQ0147.The observed gravity was obtained from relative gravimeter ties
 BQ0147.to the IGSN71 gravity network.
 BQ0147
 BQ0147;                    North         East    Units  Estimated Accuracy
 BQ0147;SPC TXSC     - 4,255,390.       99,000.      MT  (+/- 180 meters Scaled)
 BQ0147
 BQ0147                          SUPERSEDED SURVEY CONTROL
 BQ0147
 BQ0147  NGVD 29 (??/??/92) 1641.010  (m)         5383.88   (f) ADJ UNCH    1 2
 BQ0147
 BQ0147.Superseded values are not recommended for survey control.
 BQ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0147.See file dsdata.txt to determine how the superseded data were derived.
 BQ0147
 BQ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP774231(NAD 83)
 BQ0147_MARKER: DB = BENCH MARK DISK
 BQ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0147_STAMPING: H 454 1935
 BQ0147_MARK LOGO: CGS   
 BQ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0147+STABILITY: SURFACE MOTION
 BQ0147
 BQ0147  HISTORY     - Date     Condition        Report By
 BQ0147  HISTORY     - 1935     MONUMENTED       CGS
 BQ0147  HISTORY     - 1958     GOOD             NGS
 BQ0147  HISTORY     - 1981     GOOD             NGS
 BQ0147  HISTORY     - 1989     GOOD             USPSQD
 BQ0147  HISTORY     - 19961010 GOOD             USPSQD
 BQ0147
 BQ0147                          STATION DESCRIPTION
 BQ0147
 BQ0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0147'17.7 MI NE FROM SHAFTER.
 BQ0147'ABOUT 17.7 MILES NORTHEAST ALONG U. S. HIGHWAY 67 FROM THE BRIDGE OVER
 BQ0147'CIBOLO CREEK AT SHAFTER, ABOUT 22.3 MILES SOUTHWEST OF THE TEXAS AND
 BQ0147'NEW ORLEANS RAILROAD STATION AT MARFA, 50 FEET NORTHWEST OF THE CENTER
 BQ0147'LINE OF THE HIGHWAY, AT THE SOUTHWEST END OF A FILL, 6 INCHES
 BQ0147'SOUTHEAST OF A FENCE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 BQ0147'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 BQ0147'CONCRETE POST PROJECTING 5 INCHES.
 BQ0147
 BQ0147                          STATION RECOVERY (1981)
 BQ0147
 BQ0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0147'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION (TX LINE 165) IS
 BQ0147'ADEQUATE, EXCEPT ADD 0.9 METER (3.0 FT) SOUTHEAST OF A
 BQ0147'FENCE, AND 0.2 KM (0.15 MI) SOUTHWEST OF A GRAVELED ROAD LEADING
 BQ0147'SOUTHEAST TO THE BILLY R. SHURLEY RANCH.
 BQ0147
 BQ0147                          STATION RECOVERY (1989)
 BQ0147
 BQ0147'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0147'RECOVERED IN GOOD CONDITION.
 BQ0147
 BQ0147                          STATION RECOVERY (1996)
 BQ0147
 BQ0147'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0217 ***********************************************************************
 BP0217  DESIGNATION -  H 455
 BP0217  PID         -  BP0217
 BP0217  STATE/COUNTY-  TX/PECOS
 BP0217  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0217
 BP0217                         *CURRENT SURVEY CONTROL
 BP0217  ___________________________________________________________________
 BP0217* NAD 83(1986)-  30 53 40.     (N)    102 53 55.     (W)     SCALED    
 BP0217* NAVD 88     -       914.650  (meters)    3000.81   (feet)  ADJUSTED  
 BP0217  ___________________________________________________________________
 BP0217  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0217  DYNAMIC HT  -         913.261 (meters)    2996.26  (feet)  COMP
 BP0217  MODELED GRAV-     979,092.4   (mgal)                       NAVD 88
 BP0217
 BP0217  VERT ORDER  -  FIRST     CLASS II
 BP0217
 BP0217.The horizontal coordinates were scaled from a topographic map and have
 BP0217.an estimated accuracy of +/- 6 seconds.
 BP0217
 BP0217.The orthometric height was determined by differential leveling
 BP0217.and adjusted by the National Geodetic Survey in June 1991..
 BP0217
 BP0217.The geoid height was determined by GEOID03.
 BP0217
 BP0217.The dynamic height is computed by dividing the NAVD 88
 BP0217.geopotential number by the normal gravity value computed on the
 BP0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0217.degrees latitude (g = 980.6199 gals.).
 BP0217
 BP0217.The modeled gravity was interpolated from observed gravity values.
 BP0217
 BP0217;                    North         East    Units  Estimated Accuracy
 BP0217;SPC TX C     - 3,138,930.      454,790.      MT  (+/- 180 meters Scaled)
 BP0217
 BP0217                          SUPERSEDED SURVEY CONTROL
 BP0217
 BP0217  NGVD 29 (??/??/92)  914.288  (m)         2999.63   (f) ADJ UNCH    1 2
 BP0217
 BP0217.Superseded values are not recommended for survey control.
 BP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0217.See file dsdata.txt to determine how the superseded data were derived.
 BP0217
 BP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ008197(NAD 83)
 BP0217_MARKER: DB = BENCH MARK DISK
 BP0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0217_STAMPING: H 455 1935 2999.627
 BP0217_MARK LOGO: CGS   
 BP0217_PROJECTION: PROJECTING 10 CENTIMETERS
 BP0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0217+STABILITY: SURFACE MOTION
 BP0217
 BP0217  HISTORY     - Date     Condition        Report By
 BP0217  HISTORY     - 1935     MONUMENTED       CGS
 BP0217  HISTORY     - 1970     GOOD             NGS
 BP0217  HISTORY     - 1981     GOOD             NGS
 BP0217  HISTORY     - 1981     GOOD             NGS
 BP0217  HISTORY     - 1981     GOOD             NGS
 BP0217  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0217
 BP0217                          STATION DESCRIPTION
 BP0217
 BP0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BP0217'1.1 MI W FROM FORT STOCKTON.
 BP0217'ABOUT 1.1 MILE WEST ALONG U. S. HWY 290 FROM THE PANHANDLE AND SANTA
 BP0217'FE RAILWAY STATION AT FORT STOCKTON, 107 FEET NORTH OF THE CENTERLINE
 BP0217'OF THE HIGHWAY, IN THE CENTER OF A LARGE TRIANGLE DIVIDING U.S. HWYS
 BP0217'290 AND 285, 363 FEET EAST OF THE SCREEN OF A DRIVE IN THEATER, 109
 BP0217'FEET SW OF THE CENTERLINE OF U.S. HWY 285, 61 FEET NORTH OF A
 BP0217'TELEPHONE POLE, AND IN THE TOP OF A CONCRETE POST PROJECTING 10
 BP0217'INCHES.
 BP0217
 BP0217                          STATION RECOVERY (1981)
 BP0217
 BP0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0217'1.3 KM (0.8 MI) WEST ALONG U. S. HIGHWAYS 290, 285 AND 67 FROM ITS
 BP0217'JUNCTION WITH STATE HIGHWAY 18 IN FORT STOCKTON, IN THE CENTER OF
 BP0217'A LARGE TRIANGLE DIVIDING HIGHWAYS 290, 67 AND THE SOUTH BOUND
 BP0217'LANES OF U. S. HIGHWAY 285, IN THE EAST EDGE OF A PARKING AREA,
 BP0217'39.3 METERS (129.0 FT) NORTHEAST OF A STREET LIGHT POST, 32.9 METERS
 BP0217'(108.0 FT) SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANES OF U. S.
 BP0217'HIGHWAY 285, 32.0 METERS (105.0 FT) NORTHWEST OF A HIGHWAY SIGN
 BP0217'(SOUTH 67 WEST 290) AND 28.3 METERS (93.0 FT) NORTH OF THE CENTER
 BP0217'OF THE WEST BOUND LANES OF THE HIGHWAY.
 BP0217'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BP0217'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0217
 BP0217                          STATION RECOVERY (1981)
 BP0217
 BP0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0217'RECOVERED IN GOOD CONDITION.
 BP0217
 BP0217                          STATION RECOVERY (1981)
 BP0217
 BP0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0217'RECOVERED IN GOOD CONDITION.
 BP0217
 BP0217                          STATION RECOVERY (1996)
 BP0217
 BP0217'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0809 ***********************************************************************
 AN0809  DESIGNATION -  H 456
 AN0809  PID         -  AN0809
 AN0809  STATE/COUNTY-  TX/JACKSON
 AN0809  USGS QUAD   -  LOLITA (1995)
 AN0809
 AN0809                         *CURRENT SURVEY CONTROL
 AN0809  ___________________________________________________________________
 AN0809* NAD 83(1986)-  28 49 25.     (N)    096 33 25.     (W)     SCALED    
 AN0809* NAVD 88     -        11.32   (+/-2cm)      37.1    (feet)  VERTCON   
 AN0809  ___________________________________________________________________
 AN0809  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN0809
 AN0809  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0809
 AN0809.The horizontal coordinates were scaled from a topographic map and have
 AN0809.an estimated accuracy of +/- 6 seconds.
 AN0809
 AN0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0809.The vertical order pertains to the NGVD 29 superseded value.
 AN0809
 AN0809.The geoid height was determined by GEOID03.
 AN0809
 AN0809;                    North         East    Units  Estimated Accuracy
 AN0809;SPC TXSC     - 4,112,240.      838,410.      MT  (+/- 180 meters Scaled)
 AN0809
 AN0809                          SUPERSEDED SURVEY CONTROL
 AN0809
 AN0809  NGVD 29 (??/??/92)   11.416  (m)           37.45   (f) ADJ UNCH    1 1
 AN0809
 AN0809.Superseded values are not recommended for survey control.
 AN0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0809.See file dsdata.txt to determine how the superseded data were derived.
 AN0809
 AN0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS383908(NAD 83)
 AN0809_MARKER: DB = BENCH MARK DISK
 AN0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0809_SP_SET: CULVERT
 AN0809_STAMPING: H 456 1951
 AN0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0809
 AN0809  HISTORY     - Date     Condition        Report By
 AN0809  HISTORY     - 1951     MONUMENTED       CGS
 AN0809  HISTORY     - 1972     GOOD             NGS
 AN0809  HISTORY     - 19980725 GOOD             USPSQD
 AN0809
 AN0809                          STATION DESCRIPTION
 AN0809
 AN0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0809'2.05 MI SW FROM LOLITA.
 AN0809'ABOUT 1.3 MILES SOUTH ALONG FARM-TO-MARKET ROAD 1593 FROM THE CROSSING
 AN0809'OF THE MISSOURI PACIFIC RAILROAD AT LOLITA, THENCE 0.75 MILE WEST
 AN0809'ALONG FRELS ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 AN0809'HEADWALL OF A TUBULAR CULVERT AT THE ENTRANCE TO A FIELD (FORMERLY THE
 AN0809'WALKER AIRPORT), 118 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34 1/2
 AN0809'FEET EAST OF THE EAST RAIL OF THE POINT COMFORT AND NORTHERN RAILWAY,
 AN0809'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 AN0809
 AN0809                          STATION RECOVERY (1998)
 AN0809
 AN0809'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1075 ***********************************************************************
 AW1075  DESIGNATION -  H 458
 AW1075  PID         -  AW1075
 AW1075  STATE/COUNTY-  TX/GALVESTON
 AW1075  USGS QUAD   -  DICKINSON (1997)
 AW1075
 AW1075                         *CURRENT SURVEY CONTROL
 AW1075  ___________________________________________________________________
 AW1075* NAD 83(1986)-  29 29 13.     (N)    095 04 14.     (W)     SCALED    
 AW1075* NAVD 88     -         5.82   (+/-2cm)      19.1    (feet)  VERTCON   
 AW1075  ___________________________________________________________________
 AW1075  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW1075  OBS GRAVITY -     979,272.2   (mgal)                       GRAV_OBS
 AW1075
 AW1075  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1075
 AW1075.The horizontal coordinates were scaled from a topographic map and have
 AW1075.an estimated accuracy of +/- 6 seconds.
 AW1075
 AW1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1075.The vertical order pertains to the NGVD 29 superseded value.
 AW1075
 AW1075.The geoid height was determined by GEOID03.
 AW1075.The observed gravity was obtained from relative gravimeter ties
 AW1075.to the IGSN71 gravity network.
 AW1075
 AW1075;                    North         East    Units  Estimated Accuracy
 AW1075;SPC TXSC     - 4,189,660.      980,950.      MT  (+/- 180 meters Scaled)
 AW1075
 AW1075                          SUPERSEDED SURVEY CONTROL
 AW1075
 AW1075  NGVD 29 (??/??/92)    5.819  (m)           19.09   (f) ADJ UNCH    1 1
 AW1075
 AW1075.Superseded values are not recommended for survey control.
 AW1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1075.See file dsdata.txt to determine how the superseded data were derived.
 AW1075
 AW1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN992637(NAD 83)
 AW1075_MARKER: DB = BENCH MARK DISK
 AW1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1075_STAMPING: H 458 1951
 AW1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1075+STABILITY: SURFACE MOTION
 AW1075
 AW1075  HISTORY     - Date     Condition        Report By
 AW1075  HISTORY     - 1951     MONUMENTED       CGS
 AW1075  HISTORY     - 1973     GOOD             NGS
 AW1075  HISTORY     - 1976     GOOD             NGS
 AW1075  HISTORY     - 1976     GOOD             NGS
 AW1075  HISTORY     - 1978     GOOD             NGS
 AW1075  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW1075  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1075  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1075  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1075  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1075  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1075  HISTORY     - 19950527 MARK NOT FOUND   USPSQD
 AW1075  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1075  HISTORY     - 20050629 MARK NOT FOUND   USPSQD
 AW1075
 AW1075                          STATION DESCRIPTION
 AW1075
 AW1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1075'2.0 MI SE FROM LEAGUE CITY.
 AW1075'2.0 MILES SOUTHEAST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1075'RAILROAD FROM THE CROSSING OF FARM ROAD 518 AT LEAGUE CITY, 2.2 MILES
 AW1075'NORTHWEST OF DICKINSON, ABOUT 14 1/2 POLES SOUTHEAST OF MILEPOLE 26,
 AW1075'AT THE CROSSING OF 11TH STREET, 44.5 FEET SOUTHWEST OF THE SOUTHWEST
 AW1075'RAIL, 99 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE STREET, 79 1/2
 AW1075'FEET NORTHWEST OF A POWER POLE BEARING A TRANSFORMER, 69 1/2 FEET
 AW1075'NORTHWEST OF A FENCE CORNER, 33 FEET NORTHEAST OF THE EXTENDED CENTER
 AW1075'LINE OF HILL AVENUE SOUTHEAST, 0.3 FOOT NORTHEAST OF A FENCE, 2.1 FEET
 AW1075'SOUTHEAST OF A WOODEN WITNESS POST, 0.7 FOOT NORTHWEST OF A WITNESS
 AW1075'POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 AW1075'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 AW1075
 AW1075                          STATION RECOVERY (1976)
 AW1075
 AW1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1075'RECOVERED IN GOOD CONDITION.
 AW1075
 AW1075                          STATION RECOVERY (1976)
 AW1075
 AW1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1075'RECOVERED IN GOOD CONDITION.
 AW1075
 AW1075                          STATION RECOVERY (1978)
 AW1075
 AW1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1075'RECOVERED IN GOOD CONDITION.
 AW1075
 AW1075                          STATION RECOVERY (1983)
 AW1075
 AW1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1075'NOT RECOVERED, POSSIBLY UNDER WATER OR GRADED OUT BY RAILROAD
 AW1075'EQUIPMENT.
 AW1075
 AW1075                          STATION RECOVERY (1987)
 AW1075
 AW1075'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1075'MARK NOT FOUND.
 AW1075
 AW1075                          STATION RECOVERY (1987)
 AW1075
 AW1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1075'MARK NOT FOUND.
 AW1075
 AW1075                          STATION RECOVERY (1989)
 AW1075
 AW1075'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1075'MARK NOT FOUND.
 AW1075
 AW1075                          STATION RECOVERY (1989)
 AW1075
 AW1075'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1075'MARK NOT FOUND.
 AW1075
 AW1075                          STATION RECOVERY (1989)
 AW1075
 AW1075'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1075'MARK NOT FOUND.
 AW1075
 AW1075                          STATION RECOVERY (1995)
 AW1075
 AW1075'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1075'MARK NOT FOUND.
 AW1075
 AW1075                          STATION RECOVERY (2003)
 AW1075
 AW1075'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1075'MARK NOT FOUND.
 AW1075
 AW1075                          STATION RECOVERY (2005)
 AW1075
 AW1075'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1075'COULD NOT LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1406 ***********************************************************************
 FL1406  DESIGNATION -  H 46
 FL1406  PID         -  FL1406
 FL1406  STATE/COUNTY-  TX/MOORE
 FL1406  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1406
 FL1406                         *CURRENT SURVEY CONTROL
 FL1406  ___________________________________________________________________
 FL1406* NAD 83(1986)-  35 51 53.     (N)    101 53 34.     (W)     SCALED    
 FL1406* NAVD 88     -      1097.112  (meters)    3599.44   (feet)  ADJUSTED  
 FL1406  ___________________________________________________________________
 FL1406  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 FL1406  DYNAMIC HT  -        1095.849 (meters)    3595.30  (feet)  COMP
 FL1406  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 FL1406
 FL1406  VERT ORDER  -  SECOND    CLASS 0
 FL1406
 FL1406.The horizontal coordinates were scaled from a topographic map and have
 FL1406.an estimated accuracy of +/- 6 seconds.
 FL1406
 FL1406.The orthometric height was determined by differential leveling
 FL1406.and adjusted by the National Geodetic Survey in June 1991..
 FL1406
 FL1406.The geoid height was determined by GEOID03.
 FL1406
 FL1406.The dynamic height is computed by dividing the NAVD 88
 FL1406.geopotential number by the normal gravity value computed on the
 FL1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1406.degrees latitude (g = 980.6199 gals.).
 FL1406
 FL1406.The modeled gravity was interpolated from observed gravity values.
 FL1406
 FL1406;                    North         East    Units  Estimated Accuracy
 FL1406;SPC TX N     - 1,206,940.      164,530.      MT  (+/- 180 meters Scaled)
 FL1406
 FL1406                          SUPERSEDED SURVEY CONTROL
 FL1406
 FL1406  NGVD 29 (??/??/92) 1096.576  (m)         3597.68   (f) ADJ UNCH    2 0
 FL1406
 FL1406.Superseded values are not recommended for survey control.
 FL1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1406.See file dsdata.txt to determine how the superseded data were derived.
 FL1406
 FL1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE388728(NAD 83)
 FL1406_MARKER: DB = BENCH MARK DISK
 FL1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1406_STAMPING: H-46 1927
 FL1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1406+STABILITY: SURFACE MOTION
 FL1406
 FL1406  HISTORY     - Date     Condition        Report By
 FL1406  HISTORY     - 1927     MONUMENTED       CGS
 FL1406  HISTORY     - 1934     GOOD             NGS
 FL1406
 FL1406                          STATION DESCRIPTION
 FL1406
 FL1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1406'4.8 MI E FROM DUMAS.
 FL1406'4.8 MILES E OF AND ALONG THE DUMAS-STINNETT HWY.  ON N EDGE OF
 FL1406'HIGHWAY.  3 FT. N BY 3 FT. E. OF 1 ANGLE IN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0492 ***********************************************************************
 AJ0492  DESIGNATION -  H 46
 AJ0492  PID         -  AJ0492
 AJ0492  STATE/COUNTY-  TX/WEBB
 AJ0492  USGS QUAD   -  BRUNI (1972)
 AJ0492
 AJ0492                         *CURRENT SURVEY CONTROL
 AJ0492  ___________________________________________________________________
 AJ0492* NAD 83(1986)-  27 24 11.     (N)    098 49 29.     (W)     SCALED    
 AJ0492* NAVD 88     -       230.010  (meters)     754.62   (feet)  ADJUSTED  
 AJ0492  ___________________________________________________________________
 AJ0492  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AJ0492  DYNAMIC HT  -         229.640 (meters)     753.41  (feet)  COMP
 AJ0492  MODELED GRAV-     979,033.6   (mgal)                       NAVD 88
 AJ0492
 AJ0492  VERT ORDER  -  FIRST     CLASS II
 AJ0492
 AJ0492.The horizontal coordinates were scaled from a topographic map and have
 AJ0492.an estimated accuracy of +/- 6 seconds.
 AJ0492
 AJ0492.The orthometric height was determined by differential leveling
 AJ0492.and adjusted by the National Geodetic Survey in June 1991..
 AJ0492
 AJ0492.The geoid height was determined by GEOID03.
 AJ0492
 AJ0492.The dynamic height is computed by dividing the NAVD 88
 AJ0492.geopotential number by the normal gravity value computed on the
 AJ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0492.degrees latitude (g = 980.6199 gals.).
 AJ0492
 AJ0492.The modeled gravity was interpolated from observed gravity values.
 AJ0492
 AJ0492;                    North         East    Units  Estimated Accuracy
 AJ0492;SPC TX S     - 5,192,420.      267,890.      MT  (+/- 180 meters Scaled)
 AJ0492
 AJ0492                          SUPERSEDED SURVEY CONTROL
 AJ0492
 AJ0492  NGVD 29 (??/??/92)  230.022  (m)          754.66   (f) ADJ UNCH    1 2
 AJ0492
 AJ0492.Superseded values are not recommended for survey control.
 AJ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0492.See file dsdata.txt to determine how the superseded data were derived.
 AJ0492
 AJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR173310(NAD 83)
 AJ0492_MARKER: DD = SURVEY DISK
 AJ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0492_STAMPING: H 46 1923 TEXAS 754.66
 AJ0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0492+STABILITY: SURFACE MOTION
 AJ0492
 AJ0492  HISTORY     - Date     Condition        Report By
 AJ0492  HISTORY     - 1923     MONUMENTED       USGS
 AJ0492  HISTORY     - 1933     GOOD             NGS
 AJ0492  HISTORY     - 1934     GOOD             NGS
 AJ0492
 AJ0492                          STATION DESCRIPTION
 AJ0492
 AJ0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0492'1.4 MI SE FROM BRUNI.
 AJ0492'ON TEXAS-MEXICAN R.R. 1180 FT. EAST OF MILEPOST 50, 40 FT. SOUTH OF
 AJ0492'TRACK AND WOOD RAILROAD BRIDGE, AND 1 FT. WEST OF FENCE LINE CROSSING
 AJ0492'TRACK.  MARK FLUSH WITH GROUND.
 AJ0492
 AJ0492                          STATION RECOVERY (1934)
 AJ0492
 AJ0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0674 ***********************************************************************
 AW0674  DESIGNATION -  H 460
 AW0674  PID         -  AW0674
 AW0674  STATE/COUNTY-  TX/GALVESTON
 AW0674  USGS QUAD   -  SEA ISLE (1974)
 AW0674
 AW0674                         *CURRENT SURVEY CONTROL
 AW0674  ___________________________________________________________________
 AW0674* NAD 83(1986)-  29 08 07.     (N)    095 02 53.     (W)     SCALED    
 AW0674* NAVD 88     -         2.04   (+/-2cm)       6.7    (feet)  VERTCON   
 AW0674  ___________________________________________________________________
 AW0674  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AW0674
 AW0674  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0674
 AW0674.The horizontal coordinates were scaled from a topographic map and have
 AW0674.an estimated accuracy of +/- 6 seconds.
 AW0674
 AW0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0674.The vertical order pertains to the NGVD 29 superseded value.
 AW0674
 AW0674.The geoid height was determined by GEOID03.
 AW0674
 AW0674;                    North         East    Units  Estimated Accuracy
 AW0674;SPC TXSC     - 4,150,790.      984,450.      MT  (+/- 180 meters Scaled)
 AW0674
 AW0674                          SUPERSEDED SURVEY CONTROL
 AW0674
 AW0674  NGVD 29 (??/??/92)    2.034  (m)            6.67   (f) ADJ UNCH    1 2
 AW0674
 AW0674.Superseded values are not recommended for survey control.
 AW0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0674.See file dsdata.txt to determine how the superseded data were derived.
 AW0674
 AW0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN007247(NAD 83)
 AW0674_MARKER: DB = BENCH MARK DISK
 AW0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0674_STAMPING: H 460 1951
 AW0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0674+STABILITY: SURFACE MOTION
 AW0674
 AW0674  HISTORY     - Date     Condition        Report By
 AW0674  HISTORY     - 1951     MONUMENTED       CGS
 AW0674  HISTORY     - 1958     GOOD             NGS
 AW0674  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0674  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0674  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 AW0674
 AW0674                          STATION DESCRIPTION
 AW0674
 AW0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0674'19.05 MI SW FROM GALVESTON.
 AW0674'3.7 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE BUCCANEER HOTEL
 AW0674'AT GALVESTON, THENCE ABOUT 7.9 MILES SOUTHWEST ALONG THE BEACH TO THE
 AW0674'END OF STEWART ROAD, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG STEWART
 AW0674'ROAD, THENCE ABOUT 7.25 MILES SOUTHWEST ALONG THE TERMINI SAN LUIS
 AW0674'PASS ROAD, 254 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 AW0674'0.7 MILE SOUTHWEST OF THE STONE ENTRANCE TO THE SEA ISLE BEACH RESORT,
 AW0674'ABOUT 0.15 MILE NORTHEAST OF AN ASPHALT ROAD LEADING TO THE BEACH, 193
 AW0674'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 67 FEET NORTHWEST OF THE
 AW0674'HIGH WATER LINE, 2 FEET SOUTHEAST OF A POST IN AN OLD FENCE LINE, 7
 AW0674'INCHES NORTHWEST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE
 AW0674'POST, AT PRESENT COVERED BY 1 FOOT OF DRIFTING SAND.
 AW0674
 AW0674                          STATION RECOVERY (1964)
 AW0674
 AW0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0674'MARK NOT FOUND.
 AW0674
 AW0674                          STATION RECOVERY (1978)
 AW0674
 AW0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0674'NOT RECOVERED.
 AW0674
 AW0674                          STATION RECOVERY (1994)
 AW0674
 AW0674'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1437 ***********************************************************************
 AY1437  DESIGNATION -  H 461
 AY1437  PID         -  AY1437
 AY1437  STATE/COUNTY-  TX/REAL
 AY1437  USGS QUAD   -  OWL HOLLOW (1971)
 AY1437
 AY1437                         *CURRENT SURVEY CONTROL
 AY1437  ___________________________________________________________________
 AY1437* NAD 83(1986)-  29 47 42.     (N)    099 46 48.     (W)     SCALED    
 AY1437* NAVD 88     -       522.402  (meters)    1713.91   (feet)  ADJUSTED  
 AY1437  ___________________________________________________________________
 AY1437  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 AY1437  DYNAMIC HT  -         521.633 (meters)    1711.39  (feet)  COMP
 AY1437  MODELED GRAV-     979,154.0   (mgal)                       NAVD 88
 AY1437
 AY1437  VERT ORDER  -  SECOND    CLASS 0
 AY1437
 AY1437.The horizontal coordinates were scaled from a topographic map and have
 AY1437.an estimated accuracy of +/- 6 seconds.
 AY1437
 AY1437.The orthometric height was determined by differential leveling
 AY1437.and adjusted by the National Geodetic Survey in June 1991..
 AY1437
 AY1437.The geoid height was determined by GEOID03.
 AY1437
 AY1437.The dynamic height is computed by dividing the NAVD 88
 AY1437.geopotential number by the normal gravity value computed on the
 AY1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1437.degrees latitude (g = 980.6199 gals.).
 AY1437
 AY1437.The modeled gravity was interpolated from observed gravity values.
 AY1437
 AY1437;                    North         East    Units  Estimated Accuracy
 AY1437;SPC TXSC     - 4,217,660.      524,600.      MT  (+/- 180 meters Scaled)
 AY1437
 AY1437                          SUPERSEDED SURVEY CONTROL
 AY1437
 AY1437  NGVD 29 (??/??/92)  522.315  (m)         1713.63   (f) ADJ UNCH    2 0
 AY1437
 AY1437.Superseded values are not recommended for survey control.
 AY1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1437.See file dsdata.txt to determine how the superseded data were derived.
 AY1437
 AY1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT246963(NAD 83)
 AY1437_MARKER: DB = BENCH MARK DISK
 AY1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1437_STAMPING: H 461 1953
 AY1437_PROJECTION: FLUSH
 AY1437_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1437+STABILITY: SURFACE MOTION
 AY1437
 AY1437  HISTORY     - Date     Condition        Report By
 AY1437  HISTORY     - 1953     MONUMENTED       CGS
 AY1437  HISTORY     - 1989     GOOD             USPSQD
 AY1437  HISTORY     - 19970808 GOOD             TXDOT
 AY1437  HISTORY     - 20010331 GOOD             NGS
 AY1437  HISTORY     - 20010801 GOOD             NGS
 AY1437
 AY1437                          STATION DESCRIPTION
 AY1437
 AY1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1437'5.15 MI N FROM LEAKEY.
 AY1437'0.75 MILE NORTH ALONG U.S. HIGHWAY 83 AND RANCH ROAD 336 FROM THE
 AY1437'COURTHOUSE AT LEAKEY, THENCE 4.4 MILES NORTH ALONG RANCH ROAD 336, AT
 AY1437'THE SOUTHEAST ENTRANCE TO THE LEWIS RANCH AIRPORT, 249 FEET NORTHWEST
 AY1437'OF THE NORTHWEST CORNER OF A NEW HOUSE, 85.5 FEET NORTH OF A CATTLE
 AY1437'PEN, 84 FEET WEST OF THE CENTER LINE OF THE RANCH ROAD, 77 FEET EAST
 AY1437'OF THE EAST CORNER OF THE HANGAR, 6 FEET NORTH OF A WIND SOCK, 2.5
 AY1437'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1437'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY1437
 AY1437                          STATION RECOVERY (1989)
 AY1437
 AY1437'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1437'RECOVERED IN GOOD CONDITION.
 AY1437
 AY1437                          STATION RECOVERY (1997)
 AY1437
 AY1437'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 AY1437'HANGAR AND WITNESS POST ARE NO LONGER EXISTING.
 AY1437
 AY1437                          STATION RECOVERY (2001)
 AY1437
 AY1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1437'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1437
 AY1437                          STATION RECOVERY (2001)
 AY1437
 AY1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1437'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1404 ***********************************************************************
 AY1404  DESIGNATION -  H 462
 AY1404  PID         -  AY1404
 AY1404  STATE/COUNTY-  TX/REAL
 AY1404  USGS QUAD   -  OWL HOLLOW (1971)
 AY1404
 AY1404                         *CURRENT SURVEY CONTROL
 AY1404  ___________________________________________________________________
 AY1404* NAD 83(1986)-  29 46 11.     (N)    099 50 23.     (W)     SCALED    
 AY1404* NAVD 88     -       683.734  (meters)    2243.22   (feet)  ADJUSTED  
 AY1404  ___________________________________________________________________
 AY1404  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 AY1404  DYNAMIC HT  -         682.715 (meters)    2239.87  (feet)  COMP
 AY1404  MODELED GRAV-     979,129.6   (mgal)                       NAVD 88
 AY1404
 AY1404  VERT ORDER  -  SECOND    CLASS 0
 AY1404
 AY1404.The horizontal coordinates were scaled from a topographic map and have
 AY1404.an estimated accuracy of +/- 6 seconds.
 AY1404
 AY1404.The orthometric height was determined by differential leveling
 AY1404.and adjusted by the National Geodetic Survey in June 1991..
 AY1404
 AY1404.The geoid height was determined by GEOID03.
 AY1404
 AY1404.The dynamic height is computed by dividing the NAVD 88
 AY1404.geopotential number by the normal gravity value computed on the
 AY1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1404.degrees latitude (g = 980.6199 gals.).
 AY1404
 AY1404.The modeled gravity was interpolated from observed gravity values.
 AY1404
 AY1404;                    North         East    Units  Estimated Accuracy
 AY1404;SPC TXSC     - 4,214,900.      518,800.      MT  (+/- 180 meters Scaled)
 AY1404
 AY1404                          SUPERSEDED SURVEY CONTROL
 AY1404
 AY1404  NGVD 29 (??/??/92)  683.631  (m)         2242.88   (f) ADJ UNCH    2 0
 AY1404
 AY1404.Superseded values are not recommended for survey control.
 AY1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1404.See file dsdata.txt to determine how the superseded data were derived.
 AY1404
 AY1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT188935(NAD 83)
 AY1404_MARKER: DB = BENCH MARK DISK
 AY1404_SETTING: 66 = SET IN ROCK OUTCROP
 AY1404_SP_SET: LIMESTONE OUTCROP
 AY1404_STAMPING: H 462 1953
 AY1404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1404+STABILITY: POSITION/ELEVATION WELL
 AY1404
 AY1404  HISTORY     - Date     Condition        Report By
 AY1404  HISTORY     - 1953     MONUMENTED       CGS
 AY1404  HISTORY     - 1970     MARK NOT FOUND   USGS
 AY1404  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1404  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1404  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1404
 AY1404                          STATION DESCRIPTION
 AY1404
 AY1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1404'6.95 MI W FROM LEAKEY.
 AY1404'0.1 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT LEAKEY,
 AY1404'THENCE 6.85 MILES WEST ALONG RANCH ROAD 337, ON THE INSIDE OF A CURVE
 AY1404'IN THE ROAD, 130 FEET NORTHWEST OF THE SOUTH END OF A PIPE CULVERT,
 AY1404'27.6 FEET NORTHWEST OF A FENCE, 26 FEET SOUTHWEST OF THE CENTER LINE
 AY1404'OF THE RANCH ROAD, 4 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP
 AY1404'OF A LIMESTONE OUTCROP.
 AY1404
 AY1404                          STATION RECOVERY (1970)
 AY1404
 AY1404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AY1404'MARK NOT FOUND.
 AY1404
 AY1404                          STATION RECOVERY (2001)
 AY1404
 AY1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1404'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1404
 AY1404                          STATION RECOVERY (2001)
 AY1404
 AY1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1404'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1404
 AY1404                          STATION RECOVERY (2001)
 AY1404
 AY1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1404'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1150 ***********************************************************************
 AY1150  DESIGNATION -  H 463
 AY1150  PID         -  AY1150
 AY1150  STATE/COUNTY-  TX/BANDERA
 AY1150  USGS QUAD   -  BANDERA (1982)
 AY1150
 AY1150                         *CURRENT SURVEY CONTROL
 AY1150  ___________________________________________________________________
 AY1150* NAD 83(1986)-  29 43 16.     (N)    099 03 31.     (W)     SCALED    
 AY1150* NAVD 88     -       374.235  (meters)    1227.80   (feet)  ADJUSTED  
 AY1150  ___________________________________________________________________
 AY1150  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AY1150  DYNAMIC HT  -         373.693 (meters)    1226.02  (feet)  COMP
 AY1150  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 AY1150
 AY1150  VERT ORDER  -  SECOND    CLASS 0
 AY1150
 AY1150.The horizontal coordinates were scaled from a topographic map and have
 AY1150.an estimated accuracy of +/- 6 seconds.
 AY1150
 AY1150.The orthometric height was determined by differential leveling
 AY1150.and adjusted by the National Geodetic Survey in June 1991..
 AY1150
 AY1150.The geoid height was determined by GEOID03.
 AY1150
 AY1150.The dynamic height is computed by dividing the NAVD 88
 AY1150.geopotential number by the normal gravity value computed on the
 AY1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1150.degrees latitude (g = 980.6199 gals.).
 AY1150
 AY1150.The modeled gravity was interpolated from observed gravity values.
 AY1150
 AY1150;                    North         East    Units  Estimated Accuracy
 AY1150;SPC TXSC     - 4,209,220.      594,330.      MT  (+/- 180 meters Scaled)
 AY1150
 AY1150                          SUPERSEDED SURVEY CONTROL
 AY1150
 AY1150  NGVD 29 (??/??/92)  374.124  (m)         1227.44   (f) ADJ UNCH    2 0
 AY1150
 AY1150.Superseded values are not recommended for survey control.
 AY1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1150.See file dsdata.txt to determine how the superseded data were derived.
 AY1150
 AY1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT943878(NAD 83)
 AY1150_MARKER: DB = BENCH MARK DISK
 AY1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1150_STAMPING: H 463 1953
 AY1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1150+STABILITY: SURFACE MOTION
 AY1150
 AY1150  HISTORY     - Date     Condition        Report By
 AY1150  HISTORY     - 1953     MONUMENTED       CGS
 AY1150  HISTORY     - 1964     GOOD             USGS
 AY1150  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1150
 AY1150                          STATION DESCRIPTION
 AY1150
 AY1150'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AY1150'1.0 MI SE FROM BANDERA.
 AY1150'1.0 MILE SOUTHEAST OF BANDERA, BANDERA COUNTY, TEXAS.  THIS B. M. MAY
 AY1150'BE REACHED FROM THE COURTHOUSE BY GOING 0.2 MILE SOUTHEAST ALONG
 AY1150'HIGHWAY 16, THENCE 0.2 MILE SOUTHEAST ALONG F. M. ROAD 689 TO GRAVELED
 AY1150'ROAD LEFT., THENCE 0.7 MILE, NORTHEAST AND SOUTHEAST, ALONG GRAVELED
 AY1150'ROAD TO CULVERT AND DRAIN CROSSING, ABOUT 0.1 NORTHWEST OF A CURVE. 26
 AY1150'FEET NE OF CENTERLINE OF ROAD.  14 FEET NW OF THE DRAIN. 5 FEET NE OF
 AY1150'THE R. O. W. FENCE.  A STD. DISK, STAMPED H463 1953, SET IN TOP OF A
 AY1150'CONCRETE POST WHICH PROJECTS ABOUT 0.3 FT. ABOVE GROUND.
 AY1150
 AY1150                          STATION RECOVERY (1993)
 AY1150
 AY1150'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0163 ***********************************************************************
 BN0163  DESIGNATION -  H 464
 BN0163  PID         -  BN0163
 BN0163  STATE/COUNTY-  TX/GILLESPIE
 BN0163  USGS QUAD   -  CAIN CITY (1963)
 BN0163
 BN0163                         *CURRENT SURVEY CONTROL
 BN0163  ___________________________________________________________________
 BN0163* NAD 83(1986)-  30 13 50.     (N)    098 49 34.     (W)     SCALED    
 BN0163* NAVD 88     -       480.634  (meters)    1576.88   (feet)  POSTED    
 BN0163  ___________________________________________________________________
 BN0163  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 BN0163  DYNAMIC HT  -         479.970 (meters)    1574.70  (feet)  COMP
 BN0163  MODELED GRAV-     979,237.6   (mgal)                       NAVD 88
 BN0163
 BN0163  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0163
 BN0163.The horizontal coordinates were scaled from a topographic map and have
 BN0163.an estimated accuracy of +/- 6 seconds.
 BN0163
 BN0163.The orthometric height was determined by differential leveling
 BN0163.and adjusted by the National Geodetic Survey in 1992..
 BN0163.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0163.rate of 0.0 thru 1.0 mm/km.
 BN0163
 BN0163.The geoid height was determined by GEOID03.
 BN0163
 BN0163.The dynamic height is computed by dividing the NAVD 88
 BN0163.geopotential number by the normal gravity value computed on the
 BN0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0163.degrees latitude (g = 980.6199 gals.).
 BN0163
 BN0163.The modeled gravity was interpolated from observed gravity values.
 BN0163
 BN0163;                    North         East    Units  Estimated Accuracy
 BN0163;SPC TX C     - 3,063,490.      845,080.      MT  (+/- 180 meters Scaled)
 BN0163
 BN0163                          SUPERSEDED SURVEY CONTROL
 BN0163
 BN0163  NGVD 29 (??/??/92)  480.582  (m)         1576.71   (f) ADJ UNCH    2 0
 BN0163
 BN0163.Superseded values are not recommended for survey control.
 BN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0163.See file dsdata.txt to determine how the superseded data were derived.
 BN0163
 BN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU167443(NAD 83)
 BN0163_MARKER: DB = BENCH MARK DISK
 BN0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0163_STAMPING: H 464 1953
 BN0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0163+STABILITY: SURFACE MOTION
 BN0163
 BN0163  HISTORY     - Date     Condition        Report By
 BN0163  HISTORY     - 1953     MONUMENTED       CGS
 BN0163  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0163
 BN0163                          STATION DESCRIPTION
 BN0163
 BN0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0163'4.25 MI SE FROM FREDERICKSBURG.
 BN0163'4.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BN0163'FREDERICKSBURG, 0.25 MILE SOUTHEAST OF A JUNCTION WITH A GRAVELED ROAD
 BN0163'LEADING EAST, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.8
 BN0163'FEET NORTHEAST OF A FENCE, 2.4 FEET NORTHWEST OF A WITNESS POST, SET
 BN0163'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 BN0163'GROUND.
 BN0163
 BN0163                          STATION RECOVERY (1993)
 BN0163
 BN0163'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0837 ***********************************************************************
 BN0837  DESIGNATION -  H 464 RESET
 BN0837  PID         -  BN0837
 BN0837  STATE/COUNTY-  TX/GILLESPIE
 BN0837  USGS QUAD   -  CAIN CITY (1963)
 BN0837
 BN0837                         *CURRENT SURVEY CONTROL
 BN0837  ___________________________________________________________________
 BN0837* NAD 83(1986)-  30 13 50.     (N)    098 49 34.     (W)     SCALED    
 BN0837* NAVD 88     -       480.45   (+/-2cm)    1576.3    (feet)  VERTCON   
 BN0837  ___________________________________________________________________
 BN0837  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 BN0837
 BN0837  VERT ORDER  -  THIRD (See Below)
 BN0837
 BN0837.The horizontal coordinates were scaled from a topographic map and have
 BN0837.an estimated accuracy of +/- 6 seconds.
 BN0837
 BN0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0837.The vertical order pertains to the NGVD 29 superseded value.
 BN0837
 BN0837.The geoid height was determined by GEOID03.
 BN0837
 BN0837;                    North         East    Units  Estimated Accuracy
 BN0837;SPC TX C     - 3,063,490.      845,080.      MT  (+/- 180 meters Scaled)
 BN0837
 BN0837                          SUPERSEDED SURVEY CONTROL
 BN0837
 BN0837  NGVD 29 (01/29/03)  480.40   (m)         1576.1    (f) RESET       3  
 BN0837
 BN0837.Superseded values are not recommended for survey control.
 BN0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0837.See file dsdata.txt to determine how the superseded data were derived.
 BN0837
 BN0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU167443(NAD 83)
 BN0837_MARKER: DB = BENCH MARK DISK
 BN0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0837_SP_SET: CONCRETE POST
 BN0837_STAMPING: H 464 RESET 1955
 BN0837_MARK LOGO: CGS   
 BN0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0837+STABILITY: SURFACE MOTION
 BN0837
 BN0837  HISTORY     - Date     Condition        Report By
 BN0837  HISTORY     - 1955     MONUMENTED       TXHD
 BN0837  HISTORY     - 19930713 GOOD             USPSQD
 BN0837  HISTORY     - 20060130 GOOD             USPSQD
 BN0837
 BN0837                          STATION DESCRIPTION
 BN0837
 BN0837'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 BN0837'4.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE IN
 BN0837'FREDERICKSBURG, 0.2 MILE SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD
 BN0837'LEADING EAST, 160 FEET NORTHWEST OF A HOUSE, 59 FEET SOUTHWEST OF THE
 BN0837'CENTERLINE OF THE HIGHWAY, AND 1.O FOOT WEST OF THE RIGHT-OF-WAY
 BN0837'FENCE, 2 FEET FROM A WHITE WOODEN WITNESS POST, AND 0.3 FOOT ABOVE
 BN0837'GROUND.
 BN0837
 BN0837                          STATION RECOVERY (1993)
 BN0837
 BN0837'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0837'RECOVERED IN GOOD CONDITION.
 BN0837
 BN0837                          STATION RECOVERY (2006)
 BN0837
 BN0837'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0837'A CARSONITE WITNESS POST AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0449 ***********************************************************************
 AY0449  DESIGNATION -  H 465
 AY0449  PID         -  AY0449
 AY0449  STATE/COUNTY-  TX/BEXAR
 AY0449  USGS QUAD   -  SOUTHTON (1992)
 AY0449
 AY0449                         *CURRENT SURVEY CONTROL
 AY0449  ___________________________________________________________________
 AY0449* NAD 83(1986)-  29 19 11.     (N)    098 26 40.     (W)     SCALED    
 AY0449* NAVD 88     -       157.265  (meters)     515.96   (feet)  ADJUSTED  
 AY0449  ___________________________________________________________________
 AY0449  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AY0449  DYNAMIC HT  -         157.037 (meters)     515.21  (feet)  COMP
 AY0449  MODELED GRAV-     979,190.2   (mgal)                       NAVD 88
 AY0449
 AY0449  VERT ORDER  -  FIRST     CLASS II
 AY0449
 AY0449.The horizontal coordinates were scaled from a topographic map and have
 AY0449.an estimated accuracy of +/- 6 seconds.
 AY0449
 AY0449.The orthometric height was determined by differential leveling
 AY0449.and adjusted by the National Geodetic Survey in June 1991..
 AY0449
 AY0449.The geoid height was determined by GEOID03.
 AY0449
 AY0449.The dynamic height is computed by dividing the NAVD 88
 AY0449.geopotential number by the normal gravity value computed on the
 AY0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0449.degrees latitude (g = 980.6199 gals.).
 AY0449
 AY0449.The modeled gravity was interpolated from observed gravity values.
 AY0449
 AY0449;                    North         East    Units  Estimated Accuracy
 AY0449;SPC TXSC     - 4,164,860.      653,960.      MT  (+/- 180 meters Scaled)
 AY0449
 AY0449                          SUPERSEDED SURVEY CONTROL
 AY0449
 AY0449  NGVD 29 (??/??/92)  157.175  (m)          515.66   (f) ADJ UNCH    1 2
 AY0449
 AY0449.Superseded values are not recommended for survey control.
 AY0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0449.See file dsdata.txt to determine how the superseded data were derived.
 AY0449
 AY0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT539435(NAD 83)
 AY0449_MARKER: DB = BENCH MARK DISK
 AY0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0449_STAMPING: H 465 1952
 AY0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0449+STABILITY: SURFACE MOTION
 AY0449
 AY0449  HISTORY     - Date     Condition        Report By
 AY0449  HISTORY     - 1952     MONUMENTED       CGS
 AY0449  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0449  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 AY0449
 AY0449                          STATION DESCRIPTION
 AY0449
 AY0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0449'7.35 MI SE FROM SAN ANTONIO.
 AY0449'7.35 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0449'STATION AT SAN ANTONIO, 5 1/2 POLES NORTHWEST OF A ROAD CROSSING, 26
 AY0449'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 16 FEET NORTHEAST OF THE CENTER
 AY0449'LINE OF AN OILED ROAD, 5 FEET NORTHWEST OF A TELEGRAPH POLE, 60 FEET
 AY0449'NORTHWEST OF THE EXTENDED CENTER LINE OF A PRIVATE ROAD LEADING TO THE
 AY0449'RIVERVIEW CLUB, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY0449'FOOT ABOVE THE GROUND.
 AY0449
 AY0449                          STATION RECOVERY (1980)
 AY0449
 AY0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0449'SEARCHED FOR, NOT RECOVERED.
 AY0449
 AY0449                          STATION RECOVERY (1995)
 AY0449
 AY0449'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0655 ***********************************************************************
 AY0655  DESIGNATION -  H 466
 AY0655  PID         -  AY0655
 AY0655  STATE/COUNTY-  TX/BEXAR
 AY0655  USGS QUAD   -  TERRELL WELLS (1992)
 AY0655
 AY0655                         *CURRENT SURVEY CONTROL
 AY0655  ___________________________________________________________________
 AY0655* NAD 83(1986)-  29 21 21.     (N)    098 36 47.     (W)     SCALED    
 AY0655* NAVD 88     -       208.843  (meters)     685.18   (feet)  ADJUSTED  
 AY0655  ___________________________________________________________________
 AY0655  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AY0655  DYNAMIC HT  -         208.541 (meters)     684.19  (feet)  COMP
 AY0655  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 AY0655
 AY0655  VERT ORDER  -  FIRST     CLASS II
 AY0655
 AY0655.The horizontal coordinates were scaled from a topographic map and have
 AY0655.an estimated accuracy of +/- 6 seconds.
 AY0655
 AY0655.The orthometric height was determined by differential leveling
 AY0655.and adjusted by the National Geodetic Survey in June 1991..
 AY0655
 AY0655.The geoid height was determined by GEOID03.
 AY0655
 AY0655.The dynamic height is computed by dividing the NAVD 88
 AY0655.geopotential number by the normal gravity value computed on the
 AY0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0655.degrees latitude (g = 980.6199 gals.).
 AY0655
 AY0655.The modeled gravity was interpolated from observed gravity values.
 AY0655
 AY0655;                    North         East    Units  Estimated Accuracy
 AY0655;SPC TXSC     - 4,168,800.      637,570.      MT  (+/- 180 meters Scaled)
 AY0655
 AY0655                          SUPERSEDED SURVEY CONTROL
 AY0655
 AY0655  NGVD 29 (??/??/92)  208.740  (m)          684.84   (f) ADJ UNCH    1 2
 AY0655
 AY0655.Superseded values are not recommended for survey control.
 AY0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0655.See file dsdata.txt to determine how the superseded data were derived.
 AY0655
 AY0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT375474(NAD 83)
 AY0655_MARKER: DB = BENCH MARK DISK
 AY0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0655_STAMPING: H 466 1952
 AY0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0655+STABILITY: SURFACE MOTION
 AY0655
 AY0655  HISTORY     - Date     Condition        Report By
 AY0655  HISTORY     - 1952     MONUMENTED       CGS
 AY0655  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0655  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0655  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0655
 AY0655                          STATION DESCRIPTION
 AY0655
 AY0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0655'IN SAN ANTONIO.
 AY0655'AT SAN ANTONIO, 0.6 MILE WEST ALONG DWYER ROAD FROM ITS JUNCTION WITH
 AY0655'PEARSALL ROAD, 36 FEET NORTH OF THE CENTER LINE OF DWYER ROAD, 6 FEET
 AY0655'NORTH OF A FENCE, 2 FEET WEST OF A FENCE LEADING NORTH, 17 FEET EAST
 AY0655'OF THE CENTER OF A WOODEN GATE, SET IN THE TOP OF A CONCRETE POST
 AY0655'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0655
 AY0655                          STATION RECOVERY (1966)
 AY0655
 AY0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0655'MARK NOT FOUND.
 AY0655
 AY0655                          STATION RECOVERY (1989)
 AY0655
 AY0655'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0655'MARK NOT FOUND.
 AY0655
 AY0655                          STATION RECOVERY (1999)
 AY0655
 AY0655'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0188 ***********************************************************************
 CC0188  DESIGNATION -  H 467
 CC0188  PID         -  CC0188
 CC0188  STATE/COUNTY-  TX/PECOS
 CC0188  USGS QUAD   -  OWEGO (1972)
 CC0188
 CC0188                         *CURRENT SURVEY CONTROL
 CC0188  ___________________________________________________________________
 CC0188* NAD 83(1986)-  31 03 00.     (N)    102 33 40.     (W)     SCALED    
 CC0188* NAVD 88     -       746.420  (meters)    2448.88   (feet)  ADJUSTED  
 CC0188  ___________________________________________________________________
 CC0188  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CC0188  DYNAMIC HT  -         745.363 (meters)    2445.41  (feet)  COMP
 CC0188  MODELED GRAV-     979,199.1   (mgal)                       NAVD 88
 CC0188
 CC0188  VERT ORDER  -  SECOND    CLASS 0
 CC0188
 CC0188.The horizontal coordinates were scaled from a topographic map and have
 CC0188.an estimated accuracy of +/- 6 seconds.
 CC0188
 CC0188.The orthometric height was determined by differential leveling
 CC0188.and adjusted by the National Geodetic Survey in June 1991..
 CC0188
 CC0188.The geoid height was determined by GEOID03.
 CC0188
 CC0188.The dynamic height is computed by dividing the NAVD 88
 CC0188.geopotential number by the normal gravity value computed on the
 CC0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0188.degrees latitude (g = 980.6199 gals.).
 CC0188
 CC0188.The modeled gravity was interpolated from observed gravity values.
 CC0188
 CC0188;                    North         East    Units  Estimated Accuracy
 CC0188;SPC TX C     - 3,155,480.      487,390.      MT  (+/- 180 meters Scaled)
 CC0188
 CC0188                          SUPERSEDED SURVEY CONTROL
 CC0188
 CC0188  NGVD 29 (??/??/92)  746.205  (m)         2448.17   (f) ADJ UNCH    2 0
 CC0188
 CC0188.Superseded values are not recommended for survey control.
 CC0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0188.See file dsdata.txt to determine how the superseded data were derived.
 CC0188
 CC0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ327376(NAD 83)
 CC0188_MARKER: DB = BENCH MARK DISK
 CC0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0188_STAMPING: H 467 1935 2448.174
 CC0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0188+STABILITY: SURFACE MOTION
 CC0188
 CC0188  HISTORY     - Date     Condition        Report By
 CC0188  HISTORY     - 1935     MONUMENTED       CGS
 CC0188  HISTORY     - 1958     GOOD             NGS
 CC0188
 CC0188                          STATION DESCRIPTION
 CC0188
 CC0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0188'21.2 MI SW FROM MCCAMEY.
 CC0188'ABOUT 21.2 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE FROM THE
 CC0188'STATION AT MCCAMEY, 21.85 MILES NORTHEAST OF THE STATION AT FORT
 CC0188'STOCKTON, 10 1/2 FEET NORTH OF THE 4TH POLE NORTHEAST OF MILEPOST 860,
 CC0188'49 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 0.1 MILE NORTH OF AND
 CC0188'ACROSS THE TRACK FROM A STEEL WIND MILL, 47 FEET SOUTHEAST OF THE
 CC0188'CENTER LINE OF A GRADED DIRT ROAD, 1 FOOT NORTHWEST OF A WOVEN WIRE
 CC0188'FENCE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 10 FEET
 CC0188'BELOW THE LEVEL OF THE TRACK, ABOUT 2 FEET BELOW THE LEVEL OF THE
 CC0188'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0227 ***********************************************************************
 BP0227  DESIGNATION -  H 468
 BP0227  PID         -  BP0227
 BP0227  STATE/COUNTY-  TX/PECOS
 BP0227  USGS QUAD   -  CHANCELLOR (1980)
 BP0227
 BP0227                         *CURRENT SURVEY CONTROL
 BP0227  ___________________________________________________________________
 BP0227* NAD 83(1986)-  30 39 08.     (N)    103 14 22.     (W)     SCALED    
 BP0227* NAVD 88     -      1062.341  (meters)    3485.36   (feet)  ADJUSTED  
 BP0227  ___________________________________________________________________
 BP0227  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BP0227  DYNAMIC HT  -        1060.686 (meters)    3479.93  (feet)  COMP
 BP0227  MODELED GRAV-     979,046.9   (mgal)                       NAVD 88
 BP0227
 BP0227  VERT ORDER  -  SECOND    CLASS 0
 BP0227
 BP0227.The horizontal coordinates were scaled from a topographic map and have
 BP0227.an estimated accuracy of +/- 6 seconds.
 BP0227
 BP0227.The orthometric height was determined by differential leveling
 BP0227.and adjusted by the National Geodetic Survey in June 1991..
 BP0227
 BP0227.The geoid height was determined by GEOID03.
 BP0227
 BP0227.The dynamic height is computed by dividing the NAVD 88
 BP0227.geopotential number by the normal gravity value computed on the
 BP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0227.degrees latitude (g = 980.6199 gals.).
 BP0227
 BP0227.The modeled gravity was interpolated from observed gravity values.
 BP0227
 BP0227;                    North         East    Units  Estimated Accuracy
 BP0227;SPC TX C     - 3,112,890.      421,510.      MT  (+/- 180 meters Scaled)
 BP0227
 BP0227                          SUPERSEDED SURVEY CONTROL
 BP0227
 BP0227  NGVD 29 (??/??/92) 1061.963  (m)         3484.12   (f) ADJ UNCH    2 0
 BP0227
 BP0227.Superseded values are not recommended for survey control.
 BP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0227.See file dsdata.txt to determine how the superseded data were derived.
 BP0227
 BP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP686923(NAD 83)
 BP0227_MARKER: DB = BENCH MARK DISK
 BP0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0227_STAMPING: H 468 1935 3484.124
 BP0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0227+STABILITY: SURFACE MOTION
 BP0227
 BP0227  HISTORY     - Date     Condition        Report By
 BP0227  HISTORY     - 1935     MONUMENTED       CGS
 BP0227  HISTORY     - 1958     GOOD             NGS
 BP0227
 BP0227                          STATION DESCRIPTION
 BP0227
 BP0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0227'27.3 MI SW FROM FORT STOCKTON.
 BP0227'ABOUT 27.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0227'FROM THE STATION AT FORT STOCKTON, 8 FEET NORTH OF MILEPOST 909, 48
 BP0227'1/2 FEET NORTH OF THE NORTHWEST RAIL, 52 FEET SOUTHEAST OF THE CENTER
 BP0227'LINE OF A GRADED DIRT ROAD, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 BP0227'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0227'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0435 ***********************************************************************
 BP0435  DESIGNATION -  H 469
 BP0435  PID         -  BP0435
 BP0435  STATE/COUNTY-  TX/JEFF DAVIS
 BP0435  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0435
 BP0435                         *CURRENT SURVEY CONTROL
 BP0435  ___________________________________________________________________
 BP0435* NAD 83(1986)-  30 31 47.     (N)    103 46 59.     (W)     SCALED    
 BP0435* NAVD 88     -      1401.293  (meters)    4597.41   (feet)  ADJUSTED  
 BP0435  ___________________________________________________________________
 BP0435  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 BP0435  DYNAMIC HT  -        1399.041 (meters)    4590.02  (feet)  COMP
 BP0435  MODELED GRAV-     978,984.4   (mgal)                       NAVD 88
 BP0435  OBS GRAVITY -     978,982.9   (mgal)                       GRAV_OBS
 BP0435
 BP0435  VERT ORDER  -  FIRST     CLASS I
 BP0435
 BP0435.The horizontal coordinates were scaled from a topographic map and have
 BP0435.an estimated accuracy of +/- 6 seconds.
 BP0435
 BP0435.The orthometric height was determined by differential leveling
 BP0435.and adjusted by the National Geodetic Survey in June 1991..
 BP0435.WARNING-Repeat measurements at this control monument indicate possible
 BP0435.vertical movement.
 BP0435
 BP0435.The geoid height was determined by GEOID03.
 BP0435
 BP0435.The dynamic height is computed by dividing the NAVD 88
 BP0435.geopotential number by the normal gravity value computed on the
 BP0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0435.degrees latitude (g = 980.6199 gals.).
 BP0435
 BP0435.The modeled gravity was interpolated from observed gravity values.
 BP0435.The observed gravity was obtained from relative gravimeter ties
 BP0435.to the IGSN71 gravity network.
 BP0435
 BP0435;                    North         East    Units  Estimated Accuracy
 BP0435;SPC TX C     - 3,100,810.      369,010.      MT  (+/- 180 meters Scaled)
 BP0435
 BP0435                          SUPERSEDED SURVEY CONTROL
 BP0435
 BP0435  NGVD 29 (??/??/92) 1400.812  (m)         4595.83   (f) ADJ UNCH    1 1
 BP0435
 BP0435.Superseded values are not recommended for survey control.
 BP0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0435.See file dsdata.txt to determine how the superseded data were derived.
 BP0435
 BP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP167781(NAD 83)
 BP0435_MARKER: DB = BENCH MARK DISK
 BP0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0435_STAMPING: H 469 1934 4595.978
 BP0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0435+STABILITY: SURFACE MOTION
 BP0435
 BP0435  HISTORY     - Date     Condition        Report By
 BP0435  HISTORY     - 1934     MONUMENTED       CGS
 BP0435  HISTORY     - 1958     GOOD             NGS
 BP0435  HISTORY     - 1965     GOOD             LOCENG
 BP0435  HISTORY     - 1977     GOOD             NGS
 BP0435  HISTORY     - 1988     GOOD             USPSQD
 BP0435  HISTORY     - 1989     GOOD             USPSQD
 BP0435  HISTORY     - 19961007 GOOD             USPSQD
 BP0435  HISTORY     - 20030322 GOOD             USPSQD
 BP0435
 BP0435                          STATION DESCRIPTION
 BP0435
 BP0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0435'9.4 MI SE FROM FORT DAVIS.
 BP0435'ABOUT 9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0435'COURTHOUSE AT FORT DAVIS, 76 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BP0435'HIGHWAY, AT THE CREST OF A HILL, AND ON THE OUTSIDE OF A CURVE IN THE
 BP0435'HIGHWAY WITH TANGENTS NORTH AND EAST-SOUTHEAST, 95 FEET NORTHWEST OF
 BP0435'THE CENTER OF A GATE, 1 1/2 FEET NORTHEAST OF A FENCE, 6 FEET
 BP0435'NORTHWEST OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE
 BP0435'POST PROJECTING 7 INCHES ABOVE THE GROUND, AND ABOUT 6 FEET ABOVE THE
 BP0435'LEVEL OF THE HIGHWAY.  NOTE-- BM IS AT EDGE OF RD. CUT WHICH IS
 BP0435'ERODING AND UNDER CUTTING BM.  BOTTOM OF CONCRETE POST EXPOSED FROM
 BP0435'TIME TO TIME AFTER RAIN.
 BP0435
 BP0435                          STATION RECOVERY (1965)
 BP0435
 BP0435'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 BP0435'RECOVERED IN GOOD CONDITION.
 BP0435
 BP0435                          STATION RECOVERY (1977)
 BP0435
 BP0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0435'RECOVERED IN GOOD CONDITION.
 BP0435
 BP0435                          STATION RECOVERY (1988)
 BP0435
 BP0435'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0435'RECOVERED IN GOOD CONDITION.
 BP0435
 BP0435                          STATION RECOVERY (1989)
 BP0435
 BP0435'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0435'RECOVERED IN GOOD CONDITION.
 BP0435
 BP0435                          STATION RECOVERY (1996)
 BP0435
 BP0435'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0435'RECOVERED IN GOOD CONDITION.
 BP0435
 BP0435                          STATION RECOVERY (2003)
 BP0435
 BP0435'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0494 ***********************************************************************
 AJ0494  DESIGNATION -  H 47
 AJ0494  PID         -  AJ0494
 AJ0494  STATE/COUNTY-  TX/WEBB
 AJ0494  USGS QUAD   -  BRUNI (1972)
 AJ0494
 AJ0494                         *CURRENT SURVEY CONTROL
 AJ0494  ___________________________________________________________________
 AJ0494* NAD 83(1986)-  27 25 36.     (N)    098 50 54.     (W)     SCALED    
 AJ0494* NAVD 88     -       240.645  (meters)     789.52   (feet)  ADJUSTED  
 AJ0494  ___________________________________________________________________
 AJ0494  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AJ0494  DYNAMIC HT  -         240.259 (meters)     788.25  (feet)  COMP
 AJ0494  MODELED GRAV-     979,035.2   (mgal)                       NAVD 88
 AJ0494
 AJ0494  VERT ORDER  -  FIRST     CLASS II
 AJ0494
 AJ0494.The horizontal coordinates were scaled from a topographic map and have
 AJ0494.an estimated accuracy of +/- 6 seconds.
 AJ0494
 AJ0494.The orthometric height was determined by differential leveling
 AJ0494.and adjusted by the National Geodetic Survey in June 1991..
 AJ0494
 AJ0494.The geoid height was determined by GEOID03.
 AJ0494
 AJ0494.The dynamic height is computed by dividing the NAVD 88
 AJ0494.geopotential number by the normal gravity value computed on the
 AJ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0494.degrees latitude (g = 980.6199 gals.).
 AJ0494
 AJ0494.The modeled gravity was interpolated from observed gravity values.
 AJ0494
 AJ0494;                    North         East    Units  Estimated Accuracy
 AJ0494;SPC TX S     - 5,195,040.      265,560.      MT  (+/- 180 meters Scaled)
 AJ0494
 AJ0494                          SUPERSEDED SURVEY CONTROL
 AJ0494
 AJ0494  NGVD 29 (??/??/92)  240.656  (m)          789.55   (f) ADJ UNCH    1 2
 AJ0494
 AJ0494.Superseded values are not recommended for survey control.
 AJ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0494.See file dsdata.txt to determine how the superseded data were derived.
 AJ0494
 AJ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR149337(NAD 83)
 AJ0494_MARKER: DD = SURVEY DISK
 AJ0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0494_STAMPING: H 47 1923 TEXAS 789.55
 AJ0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0494+STABILITY: SURFACE MOTION
 AJ0494
 AJ0494  HISTORY     - Date     Condition        Report By
 AJ0494  HISTORY     - 1923     MONUMENTED       USGS
 AJ0494  HISTORY     - 1933     GOOD             NGS
 AJ0494  HISTORY     - 1934     GOOD             NGS
 AJ0494
 AJ0494                          STATION DESCRIPTION
 AJ0494
 AJ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0494'0.9 MI W FROM BRUNI.
 AJ0494'ON THE TEXAS-MEXICAN R.R. 530 FT. WEST OF MILEPOST 48, 40 FT. SOUTH OF
 AJ0494'TRACK, 5 FT. SOUTH OF TELEPHONE LINE, AND 150 FT. SOUTH OF WOODEN
 AJ0494'GATE.  MARK FLUSH WITH GROUND.
 AJ0494
 AJ0494                          STATION RECOVERY (1934)
 AJ0494
 AJ0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0412 ***********************************************************************
 CC0412  DESIGNATION -  H 470
 CC0412  PID         -  CC0412
 CC0412  STATE/COUNTY-  TX/REEVES
 CC0412  USGS QUAD   -  SARAGOSA (1970)
 CC0412
 CC0412                         *CURRENT SURVEY CONTROL
 CC0412  ___________________________________________________________________
 CC0412* NAD 83(1986)-  31 01 12.     (N)    103 42 40.     (W)     SCALED    
 CC0412* NAVD 88     -       944.467  (meters)    3098.64   (feet)  POSTED    
 CC0412  ___________________________________________________________________
 CC0412  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CC0412  DYNAMIC HT  -         943.040 (meters)    3093.96  (feet)  COMP
 CC0412  MODELED GRAV-     979,101.1   (mgal)                       NAVD 88
 CC0412
 CC0412  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CC0412
 CC0412.The horizontal coordinates were scaled from a topographic map and have
 CC0412.an estimated accuracy of +/- 6 seconds.
 CC0412
 CC0412.The orthometric height was determined by differential leveling
 CC0412.and adjusted by the National Geodetic Survey in 1992..
 CC0412.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CC0412.rate of 3.1 thru 4.0 mm/km.
 CC0412
 CC0412.The geoid height was determined by GEOID03.
 CC0412
 CC0412.The dynamic height is computed by dividing the NAVD 88
 CC0412.geopotential number by the normal gravity value computed on the
 CC0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0412.degrees latitude (g = 980.6199 gals.).
 CC0412
 CC0412.The modeled gravity was interpolated from observed gravity values.
 CC0412
 CC0412;                    North         East    Units  Estimated Accuracy
 CC0412;SPC TX C     - 3,154,920.      377,560.      MT  (+/- 180 meters Scaled)
 CC0412
 CC0412                          SUPERSEDED SURVEY CONTROL
 CC0412
 CC0412  NGVD 29 (??/??/92)  944.189  (m)         3097.73   (f) ADJ UNCH    2 0
 CC0412
 CC0412.Superseded values are not recommended for survey control.
 CC0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0412.See file dsdata.txt to determine how the superseded data were derived.
 CC0412
 CC0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ230325(NAD 83)
 CC0412_MARKER: DB = BENCH MARK DISK
 CC0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0412_STAMPING: H 470 1934 3097.691
 CC0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0412+STABILITY: SURFACE MOTION
 CC0412
 CC0412  HISTORY     - Date     Condition        Report By
 CC0412  HISTORY     - 1934     MONUMENTED       CGS
 CC0412  HISTORY     - 1958     GOOD             NGS
 CC0412
 CC0412                          STATION DESCRIPTION
 CC0412
 CC0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0412'3.0 MI NE FROM BALMORHEA.
 CC0412'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 290 AND STATE HIGHWAY 17 FROM
 CC0412'THE POST OFFICE AT BALMORHEA, THENCE 2.3 MILES NORTHEAST ALONG THE
 CC0412'PECOS VALLEY AND SOUTHERN RAILWAY, ABOUT 3.55 MILES SOUTHWEST OF THE
 CC0412'RAILROAD STATION AT SARAGOSA, 1 FOOT NORTHEAST OF MILEPOST 33, 45 FEET
 CC0412'SOUTHEAST OF THE SOUTHEAST RAIL, 0.25 MILE SOUTHWEST OF AN ASPHALT
 CC0412'ROAD CROSSING, IN LINE WITH A ROW OF TELEPHONE POLES, 1 FOOT SOUTHWEST
 CC0412'OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE POST
 CC0412'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0002 ***********************************************************************
 DP0002  DESIGNATION -  H 471
 DP0002  PID         -  DP0002
 DP0002  STATE/COUNTY-  TX/KING
 DP0002  USGS QUAD   -  BUZZARD PEAK (1981)
 DP0002
 DP0002                         *CURRENT SURVEY CONTROL
 DP0002  ___________________________________________________________________
 DP0002* NAD 83(1986)-  33 33 31.     (N)    100 03 32.     (W)     SCALED    
 DP0002* NAVD 88     -       515.105  (meters)    1689.97   (feet)  ADJUSTED  
 DP0002  ___________________________________________________________________
 DP0002  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DP0002  DYNAMIC HT  -         514.497 (meters)    1687.98  (feet)  COMP
 DP0002  MODELED GRAV-     979,440.1   (mgal)                       NAVD 88
 DP0002
 DP0002  VERT ORDER  -  SECOND    CLASS 0
 DP0002
 DP0002.The horizontal coordinates were scaled from a topographic map and have
 DP0002.an estimated accuracy of +/- 6 seconds.
 DP0002
 DP0002.The orthometric height was determined by differential leveling
 DP0002.and adjusted by the National Geodetic Survey in June 1991..
 DP0002
 DP0002.The geoid height was determined by GEOID03.
 DP0002
 DP0002.The dynamic height is computed by dividing the NAVD 88
 DP0002.geopotential number by the normal gravity value computed on the
 DP0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0002.degrees latitude (g = 980.6199 gals.).
 DP0002
 DP0002.The modeled gravity was interpolated from observed gravity values.
 DP0002
 DP0002;                    North         East    Units  Estimated Accuracy
 DP0002;SPC TXNC     - 2,210,880.      455,260.      MT  (+/- 180 meters Scaled)
 DP0002
 DP0002                          SUPERSEDED SURVEY CONTROL
 DP0002
 DP0002  NGVD 29 (??/??/92)  514.930  (m)         1689.40   (f) ADJ UNCH    2 0
 DP0002
 DP0002.Superseded values are not recommended for survey control.
 DP0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0002.See file dsdata.txt to determine how the superseded data were derived.
 DP0002
 DP0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC017137(NAD 83)
 DP0002_MARKER: DB = BENCH MARK DISK
 DP0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0002_STAMPING: H 471 1934
 DP0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0002+STABILITY: SURFACE MOTION
 DP0002
 DP0002  HISTORY     - Date     Condition        Report By
 DP0002  HISTORY     - 1934     MONUMENTED       CGS
 DP0002  HISTORY     - 1958     MARK NOT FOUND   NGS
 DP0002
 DP0002                          STATION DESCRIPTION
 DP0002
 DP0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0002'15.6 MI W FROM BENJAMIN.
 DP0002'IN KING COUNTY, 15.6 MILES WEST ALONG U.S. HIGHWAY 82 FROM BENJAMIN,
 DP0002'KNOX COUNTY, AT THE FOOT OF A HILL, 30 FEET NORTH OF THE CENTERLINE OF
 DP0002'THE HIGHWAY, 2 FEET SOUTH OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A
 DP0002'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0202 ***********************************************************************
 DP0202  DESIGNATION -  H 472
 DP0202  PID         -  DP0202
 DP0202  STATE/COUNTY-  TX/DICKENS
 DP0202  USGS QUAD   -  DICKENS NORTH (1981)
 DP0202
 DP0202                         *CURRENT SURVEY CONTROL
 DP0202  ___________________________________________________________________
 DP0202* NAD 83(1986)-  33 37 34.     (N)    100 47 49.     (W)     SCALED    
 DP0202* NAVD 88     -       718.018  (meters)    2355.70   (feet)  ADJUSTED  
 DP0202  ___________________________________________________________________
 DP0202  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DP0202  DYNAMIC HT  -         717.146 (meters)    2352.84  (feet)  COMP
 DP0202  MODELED GRAV-     979,397.8   (mgal)                       NAVD 88
 DP0202
 DP0202  VERT ORDER  -  SECOND    CLASS 0
 DP0202
 DP0202.The horizontal coordinates were scaled from a topographic map and have
 DP0202.an estimated accuracy of +/- 6 seconds.
 DP0202
 DP0202.The orthometric height was determined by differential leveling
 DP0202.and adjusted by the National Geodetic Survey in June 1991..
 DP0202
 DP0202.The geoid height was determined by GEOID03.
 DP0202
 DP0202.The dynamic height is computed by dividing the NAVD 88
 DP0202.geopotential number by the normal gravity value computed on the
 DP0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0202.degrees latitude (g = 980.6199 gals.).
 DP0202
 DP0202.The modeled gravity was interpolated from observed gravity values.
 DP0202
 DP0202;                    North         East    Units  Estimated Accuracy
 DP0202;SPC TXNC     - 2,219,620.      386,910.      MT  (+/- 180 meters Scaled)
 DP0202
 DP0202                          SUPERSEDED SURVEY CONTROL
 DP0202
 DP0202  NGVD 29 (??/??/92)  717.748  (m)         2354.81   (f) ADJ UNCH    2 0
 DP0202
 DP0202.Superseded values are not recommended for survey control.
 DP0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0202.See file dsdata.txt to determine how the superseded data were derived.
 DP0202
 DP0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC333221(NAD 83)
 DP0202_MARKER: DB = BENCH MARK DISK
 DP0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0202_STAMPING: H 472 1935
 DP0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0202+STABILITY: SURFACE MOTION
 DP0202
 DP0202  HISTORY     - Date     Condition        Report By
 DP0202  HISTORY     - 1935     MONUMENTED       CGS
 DP0202  HISTORY     - 1968     GOOD             USGS
 DP0202
 DP0202                          STATION DESCRIPTION
 DP0202
 DP0202'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0202'2.2 MI E FROM DICKENS.
 DP0202'2.2 MILES EAST OF DICKENS ON U.S. 82 THENCE 0.2 MILES THRU GATE ON
 DP0202'TRAIL NORTH TO OLD CROSS ROADS, THENCE 185 FT. WEST ON OLD
 DP0202'RIGHT-OF-WAY, THENCE 30 FT. NORTH TO CONCRETE POST WITH STANDARD DISK
 DP0202'STAMPED H-472-1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0246 ***********************************************************************
 DP0246  DESIGNATION -  H 473
 DP0246  PID         -  DP0246
 DP0246  STATE/COUNTY-  TX/CROSBY
 DP0246  USGS QUAD   -  MC ADOO (1966)
 DP0246
 DP0246                         *CURRENT SURVEY CONTROL
 DP0246  ___________________________________________________________________
 DP0246* NAD 83(1986)-  33 40 41.     (N)    101 05 54.     (W)     SCALED    
 DP0246* NAVD 88     -       912.657  (meters)    2994.28   (feet)  ADJUSTED  
 DP0246  ___________________________________________________________________
 DP0246  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DP0246  DYNAMIC HT  -         911.519 (meters)    2990.54  (feet)  COMP
 DP0246  MODELED GRAV-     979,357.8   (mgal)                       NAVD 88
 DP0246
 DP0246  VERT ORDER  -  SECOND    CLASS 0
 DP0246
 DP0246.The horizontal coordinates were scaled from a topographic map and have
 DP0246.an estimated accuracy of +/- 6 seconds.
 DP0246
 DP0246.The orthometric height was determined by differential leveling
 DP0246.and adjusted by the National Geodetic Survey in June 1991..
 DP0246
 DP0246.The geoid height was determined by GEOID03.
 DP0246
 DP0246.The dynamic height is computed by dividing the NAVD 88
 DP0246.geopotential number by the normal gravity value computed on the
 DP0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0246.degrees latitude (g = 980.6199 gals.).
 DP0246
 DP0246.The modeled gravity was interpolated from observed gravity values.
 DP0246
 DP0246;                    North         East    Units  Estimated Accuracy
 DP0246;SPC TXNC     - 2,226,030.      359,090.      MT  (+/- 180 meters Scaled)
 DP0246
 DP0246                          SUPERSEDED SURVEY CONTROL
 DP0246
 DP0246  NGVD 29 (??/??/92)  912.342  (m)         2993.24   (f) ADJ UNCH    2 0
 DP0246
 DP0246.Superseded values are not recommended for survey control.
 DP0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0246.See file dsdata.txt to determine how the superseded data were derived.
 DP0246
 DP0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC054284(NAD 83)
 DP0246_MARKER: DB = BENCH MARK DISK
 DP0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0246_STAMPING: H 473 1934
 DP0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0246+STABILITY: SURFACE MOTION
 DP0246
 DP0246  HISTORY     - Date     Condition        Report By
 DP0246  HISTORY     - 1934     MONUMENTED       CGS
 DP0246  HISTORY     - 1965     MARK NOT FOUND   USGS
 DP0246
 DP0246                          STATION DESCRIPTION
 DP0246
 DP0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0246'7.4 MI E FROM CROSBYTON.
 DP0246'7.4 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE PANHANDLE AND SANTA FE
 DP0246'RAILWAY STATION AT CROSBYTON, CROSBY COUNTY, AT THE JUNCTION OF A ROAD
 DP0246'LEADING NORTH, 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 24 FEET
 DP0246'WEST OF THE CENTERLINE OF THE ROAD, 6 FEET WEST OF A FENCE CORNER, AND
 DP0246'1 FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED H 473 1934 AND
 DP0246'SET IN THE TOP OF A CONCRETE POST.
 DP0246
 DP0246                          STATION RECOVERY (1965)
 DP0246
 DP0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0289 ***********************************************************************
 DP0289  DESIGNATION -  H 474
 DP0289  PID         -  DP0289
 DP0289  STATE/COUNTY-  TX/GARZA
 DP0289  USGS QUAD   -  COTTONWOOD CREEK (1969)
 DP0289
 DP0289                         *CURRENT SURVEY CONTROL
 DP0289  ___________________________________________________________________
 DP0289* NAD 83(1986)-  33 11 24.     (N)    101 06 07.     (W)     SCALED    
 DP0289* NAVD 88     -       713.433  (meters)    2340.65   (feet)  ADJUSTED  
 DP0289  ___________________________________________________________________
 DP0289  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DP0289  DYNAMIC HT  -         712.547 (meters)    2337.75  (feet)  COMP
 DP0289  MODELED GRAV-     979,371.9   (mgal)                       NAVD 88
 DP0289
 DP0289  VERT ORDER  -  SECOND    CLASS 0
 DP0289
 DP0289.The horizontal coordinates were scaled from a topographic map and have
 DP0289.an estimated accuracy of +/- 6 seconds.
 DP0289
 DP0289.The orthometric height was determined by differential leveling
 DP0289.and adjusted by the National Geodetic Survey in June 1991..
 DP0289
 DP0289.The geoid height was determined by GEOID03.
 DP0289
 DP0289.The dynamic height is computed by dividing the NAVD 88
 DP0289.geopotential number by the normal gravity value computed on the
 DP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0289.degrees latitude (g = 980.6199 gals.).
 DP0289
 DP0289.The modeled gravity was interpolated from observed gravity values.
 DP0289
 DP0289;                    North         East    Units  Estimated Accuracy
 DP0289;SPC TXNC     - 2,171,930.      357,420.      MT  (+/- 180 meters Scaled)
 DP0289
 DP0289                          SUPERSEDED SURVEY CONTROL
 DP0289
 DP0289  NGVD 29 (??/??/92)  713.119  (m)         2339.62   (f) ADJ UNCH    2 0
 DP0289
 DP0289.Superseded values are not recommended for survey control.
 DP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0289.See file dsdata.txt to determine how the superseded data were derived.
 DP0289
 DP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB040743(NAD 83)
 DP0289_MARKER: DB = BENCH MARK DISK
 DP0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0289_STAMPING: H 474 1935
 DP0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0289+STABILITY: SURFACE MOTION
 DP0289
 DP0289  HISTORY     - Date     Condition        Report By
 DP0289  HISTORY     - 1935     MONUMENTED       CGS
 DP0289  HISTORY     - 1975     GOOD             NGS
 DP0289
 DP0289                          STATION DESCRIPTION
 DP0289
 DP0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0289'16.8 MI E FROM POST.
 DP0289'16.8 MILES EAST ALONG U. S. HIGHWAY 380 FROM POST, GARZA COUNTY, 200
 DP0289'YARDS WEST OF THE SUMMIT OF A HILL, 50 FEET NORTH OF THE CENTERLINE OF
 DP0289'THE HIGHWAY, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD
 DP0289'DISK, STAMPED H 474 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DP0289
 DP0289                          STATION RECOVERY (1975)
 DP0289
 DP0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DP0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0290 ***********************************************************************
 DP0290  DESIGNATION -  H 474 RESET 1975
 DP0290  PID         -  DP0290
 DP0290  STATE/COUNTY-  TX/GARZA
 DP0290  USGS QUAD   -  COTTONWOOD CREEK (1969)
 DP0290
 DP0290                         *CURRENT SURVEY CONTROL
 DP0290  ___________________________________________________________________
 DP0290* NAD 83(1986)-  33 11 24.     (N)    101 06 07.     (W)     SCALED    
 DP0290* NAVD 88     -       713.15   (+/-2cm)    2339.7    (feet)  VERTCON   
 DP0290  ___________________________________________________________________
 DP0290  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DP0290
 DP0290  VERT ORDER  -  THIRD (See Below)
 DP0290
 DP0290.The horizontal coordinates were scaled from a topographic map and have
 DP0290.an estimated accuracy of +/- 6 seconds.
 DP0290
 DP0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0290.The vertical order pertains to the NGVD 29 superseded value.
 DP0290
 DP0290.The geoid height was determined by GEOID03.
 DP0290
 DP0290;                    North         East    Units  Estimated Accuracy
 DP0290;SPC TXNC     - 2,171,930.      357,420.      MT  (+/- 180 meters Scaled)
 DP0290
 DP0290                          SUPERSEDED SURVEY CONTROL
 DP0290
 DP0290  NGVD 29 (01/29/03)  712.84   (m)         2338.7    (f) RESET       3  
 DP0290
 DP0290.Superseded values are not recommended for survey control.
 DP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0290.See file dsdata.txt to determine how the superseded data were derived.
 DP0290
 DP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB040743(NAD 83)
 DP0290_MARKER: DB = BENCH MARK DISK
 DP0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0290_STAMPING: H 474 RESET 1975
 DP0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0290+STABILITY: SURFACE MOTION
 DP0290
 DP0290  HISTORY     - Date     Condition        Report By
 DP0290  HISTORY     - 1975     MONUMENTED       NGS
 DP0290
 DP0290                          STATION DESCRIPTION
 DP0290
 DP0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DP0290'16.5 MI E FROM POST.
 DP0290'FROM THE INTERSECTION OF U.S. HIGHWAYS 84 AND 380 IN POST, GO EASTERLY
 DP0290'ON U.S. HIGHWAY 380 FOR 11.0 MILES TO THE JUNCTION OF FARM ROAD 2008
 DP0290'ON THE LEFT.  CONTINUE EASTERLY ON U.S. HIGHWAY 380 FOR 5.85 MILES TO
 DP0290'MARK ON THE RIGHT.  MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DP0290'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED H 474 RESET
 DP0290'1975.  IT IS AT HIGHWAY DEPARTMENT SURVEY STATION NO. 882, 76 FEET
 DP0290'SOUTH OF THE PRESENT CENTER-LINE OF HIGHWAY, 1.6 FEET EAST OF A METAL
 DP0290'WITNESS POST AND 1-FOOT NORTH OF THE FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0124 ***********************************************************************
 DP0124  DESIGNATION -  H 475
 DP0124  PID         -  DP0124
 DP0124  STATE/COUNTY-  TX/KENT
 DP0124  USGS QUAD   -  JAYTON SOUTH (1969)
 DP0124
 DP0124                         *CURRENT SURVEY CONTROL
 DP0124  ___________________________________________________________________
 DP0124* NAD 83(1986)-  33 11 59.     (N)    100 31 32.     (W)     SCALED    
 DP0124* NAVD 88     -       596.357  (meters)    1956.55   (feet)  ADJUSTED  
 DP0124  ___________________________________________________________________
 DP0124  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DP0124  DYNAMIC HT  -         595.622 (meters)    1954.14  (feet)  COMP
 DP0124  MODELED GRAV-     979,385.6   (mgal)                       NAVD 88
 DP0124
 DP0124  VERT ORDER  -  SECOND    CLASS 0
 DP0124
 DP0124.The horizontal coordinates were scaled from a topographic map and have
 DP0124.an estimated accuracy of +/- 6 seconds.
 DP0124
 DP0124.The orthometric height was determined by differential leveling
 DP0124.and adjusted by the National Geodetic Survey in June 1991..
 DP0124
 DP0124.The geoid height was determined by GEOID03.
 DP0124
 DP0124.The dynamic height is computed by dividing the NAVD 88
 DP0124.geopotential number by the normal gravity value computed on the
 DP0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0124.degrees latitude (g = 980.6199 gals.).
 DP0124
 DP0124.The modeled gravity was interpolated from observed gravity values.
 DP0124
 DP0124;                    North         East    Units  Estimated Accuracy
 DP0124;SPC TXNC     - 2,171,820.      411,170.      MT  (+/- 180 meters Scaled)
 DP0124
 DP0124                          SUPERSEDED SURVEY CONTROL
 DP0124
 DP0124  NGVD 29 (??/??/92)  596.128  (m)         1955.80   (f) ADJ UNCH    2 0
 DP0124
 DP0124.Superseded values are not recommended for survey control.
 DP0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0124.See file dsdata.txt to determine how the superseded data were derived.
 DP0124
 DP0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB578744(NAD 83)
 DP0124_MARKER: DB = BENCH MARK DISK
 DP0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0124_STAMPING: H 475 1935
 DP0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0124+STABILITY: SURFACE MOTION
 DP0124
 DP0124  HISTORY     - Date     Condition        Report By
 DP0124  HISTORY     - 1935     MONUMENTED       CGS
 DP0124  HISTORY     - 1969     GOOD             USGS
 DP0124
 DP0124                          STATION DESCRIPTION
 DP0124
 DP0124'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DP0124'4.0 MI SE FROM JAYTON.
 DP0124'FROM THE KENT COUNTY COURT HOUSE AT JAYTON, GO SOUTH AND EAST ALONG
 DP0124'STATE HIGHWAY 70 THEN U.S. HIGHWAY 380 2.0 MILES TO AN ABANDONED
 DP0124'RAILROAD GRADE, CROSSING HIGHWAY, THEN CONTINUE 2.4 MILES SOUTHEAST
 DP0124'ALONG GRADE TO MARK ON RIGHT, 89.5 FEET SOUTHWEST OF POLE NO. 1566, 48
 DP0124'FEET SOUTHWEST OF CENTERLINE OF GRADE, 67 FEET NORTHWEST OF EDGE OF
 DP0124'SCRABOAK CLUMP, 14.0 FEET NORTHWEST OF WITNESS POST, 2.9 FEET
 DP0124'NORTHEAST OF FENCE.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 DP0124'POST, PROJECTING 0.3 FOOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0198 ***********************************************************************
 CU0198  DESIGNATION -  H 476
 CU0198  PID         -  CU0198
 CU0198  STATE/COUNTY-  TX/NOLAN
 CU0198  USGS QUAD   -  MARYNEAL (1969)
 CU0198
 CU0198                         *CURRENT SURVEY CONTROL
 CU0198  ___________________________________________________________________
 CU0198* NAD 83(1986)-  32 12 38.     (N)    100 26 40.     (W)     SCALED    
 CU0198* NAVD 88     -       774.739  (meters)    2541.79   (feet)  ADJUSTED  
 CU0198  ___________________________________________________________________
 CU0198  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CU0198  DYNAMIC HT  -         773.698 (meters)    2538.37  (feet)  COMP
 CU0198  MODELED GRAV-     979,269.7   (mgal)                       NAVD 88
 CU0198
 CU0198  VERT ORDER  -  SECOND    CLASS 0
 CU0198
 CU0198.The horizontal coordinates were scaled from a topographic map and have
 CU0198.an estimated accuracy of +/- 6 seconds.
 CU0198
 CU0198.The orthometric height was determined by differential leveling
 CU0198.and adjusted by the National Geodetic Survey in June 1991..
 CU0198
 CU0198.The geoid height was determined by GEOID03.
 CU0198
 CU0198.The dynamic height is computed by dividing the NAVD 88
 CU0198.geopotential number by the normal gravity value computed on the
 CU0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0198.degrees latitude (g = 980.6199 gals.).
 CU0198
 CU0198.The modeled gravity was interpolated from observed gravity values.
 CU0198
 CU0198;                    North         East    Units  Estimated Accuracy
 CU0198;SPC TXNC     - 2,062,010.      416,700.      MT  (+/- 180 meters Scaled)
 CU0198
 CU0198                          SUPERSEDED SURVEY CONTROL
 CU0198
 CU0198  NGVD 29 (??/??/92)  774.484  (m)         2540.95   (f) ADJ UNCH    2 0
 CU0198
 CU0198.Superseded values are not recommended for survey control.
 CU0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0198.See file dsdata.txt to determine how the superseded data were derived.
 CU0198
 CU0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA638646(NAD 83)
 CU0198_MARKER: DB = BENCH MARK DISK
 CU0198_SETTING: 66 = SET IN ROCK OUTCROP
 CU0198_SP_SET: OUTCROP
 CU0198_STAMPING: 2540.953 H 476 1935
 CU0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0198+STABILITY: POSITION/ELEVATION WELL
 CU0198
 CU0198  HISTORY     - Date     Condition        Report By
 CU0198  HISTORY     - 1935     MONUMENTED       CGS
 CU0198  HISTORY     - 1958     GOOD             NGS
 CU0198
 CU0198                          STATION DESCRIPTION
 CU0198
 CU0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0198'1.6 MI S FROM MARYNEAL.
 CU0198'1.6 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0198'STATION AT MARYNEAL, NOLAN COUNTY, TWO POLES SOUTH OF MILEPOST 658, 40
 CU0198'YARDS SOUTH OF A ROAD CROSSING, 24 FEET WEST OF THE CENTERLINE OF THE
 CU0198'TRACK, 21 FEET EAST OF A POLE, AND IN THE TOP OF A SANDSTONE OUTCROP.
 CU0198'A STANDARD DISK, STAMPED 2540.953 H 476 1935.  NOTE-- IT IS 2 POLES
 CU0198'SOUTH OF MILEPOST 659 INSTEAD OF MILEPOST 658 AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0068 ***********************************************************************
 CB0068  DESIGNATION -  H 477
 CB0068  PID         -  CB0068
 CB0068  STATE/COUNTY-  TX/CONCHO
 CB0068  USGS QUAD   -  LOWAKE (1984)
 CB0068
 CB0068                         *CURRENT SURVEY CONTROL
 CB0068  ___________________________________________________________________
 CB0068* NAD 83(1986)-  31 32 59.     (N)    100 02 46.     (W)     SCALED    
 CB0068* NAVD 88     -       527.970  (meters)    1732.18   (feet)  ADJUSTED  
 CB0068  ___________________________________________________________________
 CB0068  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 CB0068  DYNAMIC HT  -         527.261 (meters)    1729.86  (feet)  COMP
 CB0068  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 CB0068
 CB0068  VERT ORDER  -  SECOND    CLASS 0
 CB0068
 CB0068.The horizontal coordinates were scaled from a topographic map and have
 CB0068.an estimated accuracy of +/- 6 seconds.
 CB0068
 CB0068.The orthometric height was determined by differential leveling
 CB0068.and adjusted by the National Geodetic Survey in June 1991..
 CB0068
 CB0068.The geoid height was determined by GEOID03.
 CB0068
 CB0068.The dynamic height is computed by dividing the NAVD 88
 CB0068.geopotential number by the normal gravity value computed on the
 CB0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0068.degrees latitude (g = 980.6199 gals.).
 CB0068
 CB0068.The modeled gravity was interpolated from observed gravity values.
 CB0068
 CB0068;                    North         East    Units  Estimated Accuracy
 CB0068;SPC TX C     - 3,208,790.      727,270.      MT  (+/- 180 meters Scaled)
 CB0068
 CB0068                          SUPERSEDED SURVEY CONTROL
 CB0068
 CB0068  NGVD 29 (??/??/92)  527.852  (m)         1731.79   (f) ADJ UNCH    2 0
 CB0068
 CB0068.Superseded values are not recommended for survey control.
 CB0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0068.See file dsdata.txt to determine how the superseded data were derived.
 CB0068
 CB0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV007910(NAD 83)
 CB0068_MARKER: DB = BENCH MARK DISK
 CB0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0068_STAMPING: H 477 1935
 CB0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0068+STABILITY: SURFACE MOTION
 CB0068
 CB0068  HISTORY     - Date     Condition        Report By
 CB0068  HISTORY     - 1935     MONUMENTED       CGS
 CB0068  HISTORY     - 1940     GOOD             NGS
 CB0068  HISTORY     - 1976     MARK NOT FOUND   USGS
 CB0068
 CB0068                          STATION DESCRIPTION
 CB0068
 CB0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CB0068'2.2 MI SE FROM LOWAKE.
 CB0068'2.2 MILES SOUTHEAST ALONG THE ABANDONED GULF, COLORADO AND SANTA FE
 CB0068'RAILWAY FROM THE POST OFFICE AT LOWAKE, CONCHO COUNTY, 0.2 MILE
 CB0068'SOUTHEAST OF THE FORMER LOCATION OF MILEPOST 8, 73 YARDS SOUTHWEST OF
 CB0068'THE SOUTHWEST CORNER OF THE E. A. HENNIG 1-STORY WHITE FARMHOUSE, 50
 CB0068'FEET NORTHEAST OF THE CENTERLINE OF THE OLD RAILROAD ROADBED, 45 FEET
 CB0068'WEST OF THE CENTERLINE OF A WAGON ROAD, AND 9 FEET EAST OF A
 CB0068'NORTH-AND-SOUTH WIRE FENCE.  A STANDARD DISK, STAMPED H 477 1935 AND
 CB0068'SET IN THE TOP OF A CONCRETE POST.
 CB0068
 CB0068                          STATION RECOVERY (1976)
 CB0068
 CB0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CB0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0712 ***********************************************************************
 CA0712  DESIGNATION -  H 478
 CA0712  PID         -  CA0712
 CA0712  STATE/COUNTY-  TX/COLEMAN
 CA0712  USGS QUAD   -  VALERA (1967)
 CA0712
 CA0712                         *CURRENT SURVEY CONTROL
 CA0712  ___________________________________________________________________
 CA0712* NAD 83(1986)-  31 45 17.     (N)    099 30 05.     (W)     SCALED    
 CA0712* NAVD 88     -       520.402  (meters)    1707.35   (feet)  ADJUSTED  
 CA0712  ___________________________________________________________________
 CA0712  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CA0712  DYNAMIC HT  -         519.712 (meters)    1705.09  (feet)  COMP
 CA0712  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 CA0712
 CA0712  VERT ORDER  -  SECOND    CLASS 0
 CA0712
 CA0712.The horizontal coordinates were scaled from a topographic map and have
 CA0712.an estimated accuracy of +/- 6 seconds.
 CA0712
 CA0712.The orthometric height was determined by differential leveling
 CA0712.and adjusted by the National Geodetic Survey in June 1991..
 CA0712
 CA0712.The geoid height was determined by GEOID03.
 CA0712
 CA0712.The dynamic height is computed by dividing the NAVD 88
 CA0712.geopotential number by the normal gravity value computed on the
 CA0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0712.degrees latitude (g = 980.6199 gals.).
 CA0712
 CA0712.The modeled gravity was interpolated from observed gravity values.
 CA0712
 CA0712;                    North         East    Units  Estimated Accuracy
 CA0712;SPC TX C     - 3,231,770.      778,820.      MT  (+/- 180 meters Scaled)
 CA0712
 CA0712                          SUPERSEDED SURVEY CONTROL
 CA0712
 CA0712  NGVD 29 (??/??/92)  520.288  (m)         1706.98   (f) ADJ UNCH    2 0
 CA0712
 CA0712.Superseded values are not recommended for survey control.
 CA0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0712.See file dsdata.txt to determine how the superseded data were derived.
 CA0712
 CA0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA525133(NAD 83)
 CA0712_MARKER: DB = BENCH MARK DISK
 CA0712_SETTING: 66 = SET IN ROCK OUTCROP
 CA0712_SP_SET: ROCK OUTCROP
 CA0712_STAMPING: 1706.939 H 478 1935
 CA0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0712+STABILITY: POSITION/ELEVATION WELL
 CA0712
 CA0712  HISTORY     - Date     Condition        Report By
 CA0712  HISTORY     - 1935     MONUMENTED       CGS
 CA0712  HISTORY     - 1940     GOOD             NGS
 CA0712
 CA0712                          STATION DESCRIPTION
 CA0712
 CA0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0712'3.3 MI E FROM VALERA.
 CA0712'3.3 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0712'STATION AT VALERA, COLEMAN COUNTY, 4 POLES WEST OF MILEPOST 8, AT THE
 CA0712'EAST END OF A CUT, OPPOSITE A CURVE, 27 FEET SOUTH OF THE CENTERLINE
 CA0712'OF THE TRACK, 15 FEET NORTH OF A FENCE, IN THE TOP OF THE EAST EDGE OF
 CA0712'A LARGE FLAT ROCK OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE TRACK. A
 CA0712'STANDARD DISK, STAMPED H 478 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0267 ***********************************************************************
 CS0267  DESIGNATION -  H 479
 CS0267  PID         -  CS0267
 CS0267  STATE/COUNTY-  TX/KAUFMAN
 CS0267  USGS QUAD   -  CEDARVALE (1981)
 CS0267
 CS0267                         *CURRENT SURVEY CONTROL
 CS0267  ___________________________________________________________________
 CS0267* NAD 83(1986)-  32 35 02.     (N)    096 05 37.     (W)     SCALED    
 CS0267* NAVD 88     -       126.938  (meters)     416.46   (feet)  ADJUSTED  
 CS0267  ___________________________________________________________________
 CS0267  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0267  DYNAMIC HT  -         126.794 (meters)     415.99  (feet)  COMP
 CS0267  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CS0267
 CS0267  VERT ORDER  -  SECOND    CLASS 0
 CS0267
 CS0267.The horizontal coordinates were scaled from a topographic map and have
 CS0267.an estimated accuracy of +/- 6 seconds.
 CS0267
 CS0267.The orthometric height was determined by differential leveling
 CS0267.and adjusted by the National Geodetic Survey in June 1991..
 CS0267
 CS0267.The geoid height was determined by GEOID03.
 CS0267
 CS0267.The dynamic height is computed by dividing the NAVD 88
 CS0267.geopotential number by the normal gravity value computed on the
 CS0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0267.degrees latitude (g = 980.6199 gals.).
 CS0267
 CS0267.The modeled gravity was interpolated from observed gravity values.
 CS0267
 CS0267;                    North         East    Units  Estimated Accuracy
 CS0267;SPC TXNC     - 2,104,300.      825,890.      MT  (+/- 180 meters Scaled)
 CS0267
 CS0267                          SUPERSEDED SURVEY CONTROL
 CS0267
 CS0267  NGVD 29 (??/??/92)  126.949  (m)          416.50   (f) ADJ UNCH    2 0
 CS0267
 CS0267.Superseded values are not recommended for survey control.
 CS0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0267.See file dsdata.txt to determine how the superseded data were derived.
 CS0267
 CS0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB728088(NAD 83)
 CS0267_MARKER: DB = BENCH MARK DISK
 CS0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0267_STAMPING: H 479 1948
 CS0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0267+STABILITY: SURFACE MOTION
 CS0267
 CS0267  HISTORY     - Date     Condition        Report By
 CS0267  HISTORY     - 1948     MONUMENTED       CGS
 CS0267
 CS0267                          STATION DESCRIPTION
 CS0267
 CS0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0267'1.0 MI N FROM CEDARVALE.
 CS0267'1.0 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE CEDARVALE COTTON GIN
 CS0267'AT CEDARVALE, 69.4 FEET WEST SOUTHWEST OF THE CENTER OF A WELL, 64.0
 CS0267'FEET EAST OF THE CENTER LINE OF THE ROAD, 49.7 FEET NORTHWEST OF THE
 CS0267'SOUTHWEST CORNER OF A VACANT FARMHOUSE, 24.4 FEET SOUTH OF A 24-INCH
 CS0267'OAK TREE (MOST NORTHERLY TREE IN THE FRONT YARD ON THE FARMYARD), 2.3
 CS0267'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CS0267'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0496 ***********************************************************************
 AJ0496  DESIGNATION -  H 48
 AJ0496  PID         -  AJ0496
 AJ0496  STATE/COUNTY-  TX/WEBB
 AJ0496  USGS QUAD   -  OILTON (1972)
 AJ0496
 AJ0496                         *CURRENT SURVEY CONTROL
 AJ0496  ___________________________________________________________________
 AJ0496* NAD 83(1986)-  27 26 32.     (N)    098 53 14.     (W)     SCALED    
 AJ0496* NAVD 88     -       247.588  (meters)     812.29   (feet)  ADJUSTED  
 AJ0496  ___________________________________________________________________
 AJ0496  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AJ0496  DYNAMIC HT  -         247.191 (meters)     810.99  (feet)  COMP
 AJ0496  MODELED GRAV-     979,036.3   (mgal)                       NAVD 88
 AJ0496
 AJ0496  VERT ORDER  -  FIRST     CLASS II
 AJ0496
 AJ0496.The horizontal coordinates were scaled from a topographic map and have
 AJ0496.an estimated accuracy of +/- 6 seconds.
 AJ0496
 AJ0496.The orthometric height was determined by differential leveling
 AJ0496.and adjusted by the National Geodetic Survey in June 1991..
 AJ0496
 AJ0496.The geoid height was determined by GEOID03.
 AJ0496
 AJ0496.The dynamic height is computed by dividing the NAVD 88
 AJ0496.geopotential number by the normal gravity value computed on the
 AJ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0496.degrees latitude (g = 980.6199 gals.).
 AJ0496
 AJ0496.The modeled gravity was interpolated from observed gravity values.
 AJ0496
 AJ0496;                    North         East    Units  Estimated Accuracy
 AJ0496;SPC TX S     - 5,196,780.      261,720.      MT  (+/- 180 meters Scaled)
 AJ0496
 AJ0496                          SUPERSEDED SURVEY CONTROL
 AJ0496
 AJ0496  NGVD 29 (??/??/92)  247.598  (m)          812.33   (f) ADJ UNCH    1 2
 AJ0496
 AJ0496.Superseded values are not recommended for survey control.
 AJ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0496.See file dsdata.txt to determine how the superseded data were derived.
 AJ0496
 AJ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR111354(NAD 83)
 AJ0496_MARKER: DD = SURVEY DISK
 AJ0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0496_STAMPING: H 48 1923 TEXAS 812.33
 AJ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0496+STABILITY: SURFACE MOTION
 AJ0496
 AJ0496  HISTORY     - Date     Condition        Report By
 AJ0496  HISTORY     - 1923     MONUMENTED       USGS
 AJ0496  HISTORY     - 1933     GOOD             NGS
 AJ0496  HISTORY     - 1934     GOOD             NGS
 AJ0496
 AJ0496                          STATION DESCRIPTION
 AJ0496
 AJ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0496'3.6 MI W FROM BRUNI.
 AJ0496'ON THE TEXAS-MEXICAN R.R. 1330 FT. EAST OF MILEPOST 45, 40 FT. SOUTH
 AJ0496'OF TRACKS, 5 FT. SOUTH OF TELEPHONE LINE, AND 1 FT. WEST OF FENCE LINE
 AJ0496'CROSSING THE TRACKS.
 AJ0496
 AJ0496                          STATION RECOVERY (1934)
 AJ0496
 AJ0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6896 ***********************************************************************
 AC6896  DESIGNATION -  H 48
 AC6896  PID         -  AC6896
 AC6896  STATE/COUNTY-  TX/BEXAR
 AC6896  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AC6896
 AC6896                         *CURRENT SURVEY CONTROL
 AC6896  ___________________________________________________________________
 AC6896* NAD 83(1986)-  29 29 21.     (N)    098 33 55.     (W)     SCALED    
 AC6896* NAVD 88     -       285.777  (meters)     937.59   (feet)  ADJUSTED  
 AC6896  ___________________________________________________________________
 AC6896  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AC6896  DYNAMIC HT  -         285.361 (meters)     936.22  (feet)  COMP
 AC6896  MODELED GRAV-     979,179.6   (mgal)                       NAVD 88
 AC6896
 AC6896  VERT ORDER  -  FIRST     CLASS II
 AC6896
 AC6896.The horizontal coordinates were scaled from a topographic map and have
 AC6896.an estimated accuracy of +/- 6 seconds.
 AC6896
 AC6896.The orthometric height was determined by differential leveling
 AC6896.and adjusted by the National Geodetic Survey in July 2002..
 AC6896
 AC6896.The geoid height was determined by GEOID03.
 AC6896
 AC6896.The dynamic height is computed by dividing the NAVD 88
 AC6896.geopotential number by the normal gravity value computed on the
 AC6896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6896.degrees latitude (g = 980.6199 gals.).
 AC6896
 AC6896.The modeled gravity was interpolated from observed gravity values.
 AC6896
 AC6896;                    North         East    Units  Estimated Accuracy
 AC6896;SPC TXSC     - 4,183,590.      642,150.      MT  (+/- 180 meters Scaled)
 AC6896
 AC6896                          SUPERSEDED SURVEY CONTROL
 AC6896
 AC6896.No superseded survey control is available for this station.
 AC6896
 AC6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT421622(NAD 83)
 AC6896_MARKER: I = METAL ROD
 AC6896_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC6896_STAMPING: H 48
 AC6896_MARK LOGO: TXHD  
 AC6896_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6896+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 AC6896
 AC6896  HISTORY     - Date     Condition        Report By
 AC6896  HISTORY     - UNK      MONUMENTED
 AC6896  HISTORY     - 19961120 GOOD             NGS
 AC6896
 AC6896                          STATION DESCRIPTION
 AC6896
 AC6896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6896'1.9 KM (1.20 MI) WESTERLY ALONG INTERSTATE HIGHWAY LOOP 410 FROM THE
 AC6896'JUNCTION OF INTERSTATE HIGHWAY 10 IN SAN ANTONIA, 177.8 M (583.3 FT)
 AC6896'EAST OF THE CENTERLINE OF BABCOCK ROAD, 7.0 M (23.0 FT) SOUTH OF THE
 AC6896'CENTER OF THE EASTBOUND SERVICE ROAD, 0.7 M (2.3 FT) NORTH OF A
 AC6896'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE TH ELEVEL OF THE SERVICE ROAD.
 AC6896'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE ROD
 AC6896'DEPTH IS UNKNOWN.  THE STATE SURVEYOR STATED THE ROD WAS DRIVEN TO
 AC6896'REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0276 ***********************************************************************
 CS0276  DESIGNATION -  H 480
 CS0276  PID         -  CS0276
 CS0276  STATE/COUNTY-  TX/KAUFMAN
 CS0276  USGS QUAD   -  CEDARVALE (1981)
 CS0276
 CS0276                         *CURRENT SURVEY CONTROL
 CS0276  ___________________________________________________________________
 CS0276* NAD 83(1986)-  32 30 28.     (N)    096 07 17.     (W)     SCALED    
 CS0276* NAVD 88     -       115.723  (meters)     379.67   (feet)  ADJUSTED  
 CS0276  ___________________________________________________________________
 CS0276  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0276  DYNAMIC HT  -         115.592 (meters)     379.24  (feet)  COMP
 CS0276  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 CS0276
 CS0276  VERT ORDER  -  SECOND    CLASS 0
 CS0276
 CS0276.The horizontal coordinates were scaled from a topographic map and have
 CS0276.an estimated accuracy of +/- 6 seconds.
 CS0276
 CS0276.The orthometric height was determined by differential leveling
 CS0276.and adjusted by the National Geodetic Survey in June 1991..
 CS0276
 CS0276.The geoid height was determined by GEOID03.
 CS0276
 CS0276.The dynamic height is computed by dividing the NAVD 88
 CS0276.geopotential number by the normal gravity value computed on the
 CS0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0276.degrees latitude (g = 980.6199 gals.).
 CS0276
 CS0276.The modeled gravity was interpolated from observed gravity values.
 CS0276
 CS0276;                    North         East    Units  Estimated Accuracy
 CS0276;SPC TXNC     - 2,095,800.      823,480.      MT  (+/- 180 meters Scaled)
 CS0276
 CS0276                          SUPERSEDED SURVEY CONTROL
 CS0276
 CS0276  NGVD 29 (??/??/92)  115.735  (m)          379.71   (f) ADJ UNCH    2 0
 CS0276
 CS0276.Superseded values are not recommended for survey control.
 CS0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0276.See file dsdata.txt to determine how the superseded data were derived.
 CS0276
 CS0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB704003(NAD 83)
 CS0276_MARKER: DB = BENCH MARK DISK
 CS0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0276_STAMPING: H 480 1948
 CS0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0276+STABILITY: SURFACE MOTION
 CS0276
 CS0276  HISTORY     - Date     Condition        Report By
 CS0276  HISTORY     - 1948     MONUMENTED       CGS
 CS0276
 CS0276                          STATION DESCRIPTION
 CS0276
 CS0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0276'2.5 MI NW FROM PRAIRIEVILLE.
 CS0276'2.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 CS0276'PRAIRIEVILLE, 1.0 MILE NORTHWEST OF BENCH MARK J 480, AT A JUNCTION
 CS0276'WITH A ROAD LEADING EAST, 0.55 MILE NORTHWEST OF THE MAIN CHANNEL OF
 CS0276'CEDAR CREEK, 0.5 MILE SOUTHEAST OF A 90-FOOT BRIDGE OVER A SMALL
 CS0276'CREEK, 39.0 FEET NORTHEAST OF THE CENTER LINE OF A NORTHWEST-SOUTHEAST
 CS0276'ROAD, 30.0 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST, 3.6
 CS0276'FEET SOUTHEAST OF AN 8-INCH ELM TREE WHICH IS AT THE SOUTHWEST END OF
 CS0276'A WIRE GATE, 1.6 FEET SOUTHWEST OF A FENCE, 2.3 FEET NORTHWEST OF A
 CS0276'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CS0276'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1018 ***********************************************************************
 AY1018  DESIGNATION -  H 481
 AY1018  PID         -  AY1018
 AY1018  STATE/COUNTY-  TX/BANDERA
 AY1018  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1018
 AY1018                         *CURRENT SURVEY CONTROL
 AY1018  ___________________________________________________________________
 AY1018* NAD 83(1986)-  29 40 13.     (N)    098 49 54.     (W)     SCALED    
 AY1018* NAVD 88     -       463.050  (meters)    1519.19   (feet)  ADJUSTED  
 AY1018  ___________________________________________________________________
 AY1018  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AY1018  DYNAMIC HT  -         462.371 (meters)    1516.96  (feet)  COMP
 AY1018  MODELED GRAV-     979,161.4   (mgal)                       NAVD 88
 AY1018
 AY1018  VERT ORDER  -  SECOND    CLASS 0
 AY1018
 AY1018.The horizontal coordinates were scaled from a topographic map and have
 AY1018.an estimated accuracy of +/- 6 seconds.
 AY1018
 AY1018.The orthometric height was determined by differential leveling
 AY1018.and adjusted by the National Geodetic Survey in June 1991..
 AY1018
 AY1018.The geoid height was determined by GEOID03.
 AY1018
 AY1018.The dynamic height is computed by dividing the NAVD 88
 AY1018.geopotential number by the normal gravity value computed on the
 AY1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1018.degrees latitude (g = 980.6199 gals.).
 AY1018
 AY1018.The modeled gravity was interpolated from observed gravity values.
 AY1018
 AY1018;                    North         East    Units  Estimated Accuracy
 AY1018;SPC TXSC     - 4,203,600.      616,290.      MT  (+/- 180 meters Scaled)
 AY1018
 AY1018                          SUPERSEDED SURVEY CONTROL
 AY1018
 AY1018  NGVD 29 (??/??/92)  462.936  (m)         1518.82   (f) ADJ UNCH    2 0
 AY1018
 AY1018.Superseded values are not recommended for survey control.
 AY1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1018.See file dsdata.txt to determine how the superseded data were derived.
 AY1018
 AY1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT162822(NAD 83)
 AY1018_MARKER: DB = BENCH MARK DISK
 AY1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1018_STAMPING: H 481 1935
 AY1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1018+STABILITY: SURFACE MOTION
 AY1018
 AY1018  HISTORY     - Date     Condition        Report By
 AY1018  HISTORY     - 1935     MONUMENTED       CGS
 AY1018  HISTORY     - 1953     GOOD             NGS
 AY1018  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1018  HISTORY     - 19931027 MARK NOT FOUND   USPSQD
 AY1018
 AY1018                          STATION DESCRIPTION
 AY1018
 AY1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1018'7.9 MI SE FROM PIPE CREEK.
 AY1018'7.9 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1018'PIPE CREEK, 152 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 80
 AY1018'FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING WEST, 102
 AY1018'FEET SOUTHWEST OF A FENCE, 1.2 FEET SOUTHEAST OF A WITNESS POST, 0.4
 AY1018'MILE NORTHWEST OF THE BANDERA AND MEDINA COUNTY LINE, SET IN THE TOP
 AY1018'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1018
 AY1018                          STATION RECOVERY (1990)
 AY1018
 AY1018'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1018'MARK NOT FOUND.
 AY1018
 AY1018                          STATION RECOVERY (1993)
 AY1018
 AY1018'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0036 ***********************************************************************
 AZ0036  DESIGNATION -  H 482
 AZ0036  PID         -  AZ0036
 AZ0036  STATE/COUNTY-  TX/EDWARDS
 AZ0036  USGS QUAD   -  CAMP WOOD (1973)
 AZ0036
 AZ0036                         *CURRENT SURVEY CONTROL
 AZ0036  ___________________________________________________________________
 AZ0036* NAD 83(1986)-  29 44 14.     (N)    100 02 51.     (W)     SCALED    
 AZ0036* NAVD 88     -       492.547  (meters)    1615.96   (feet)  ADJUSTED  
 AZ0036  ___________________________________________________________________
 AZ0036  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 AZ0036  DYNAMIC HT  -         491.819 (meters)    1613.58  (feet)  COMP
 AZ0036  MODELED GRAV-     979,151.1   (mgal)                       NAVD 88
 AZ0036
 AZ0036  VERT ORDER  -  SECOND    CLASS 0
 AZ0036
 AZ0036.The horizontal coordinates were scaled from a topographic map and have
 AZ0036.an estimated accuracy of +/- 6 seconds.
 AZ0036
 AZ0036.The orthometric height was determined by differential leveling
 AZ0036.and adjusted by the National Geodetic Survey in June 1991..
 AZ0036
 AZ0036.The geoid height was determined by GEOID03.
 AZ0036
 AZ0036.The dynamic height is computed by dividing the NAVD 88
 AZ0036.geopotential number by the normal gravity value computed on the
 AZ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0036.degrees latitude (g = 980.6199 gals.).
 AZ0036
 AZ0036.The modeled gravity was interpolated from observed gravity values.
 AZ0036
 AZ0036;                    North         East    Units  Estimated Accuracy
 AZ0036;SPC TXSC     - 4,211,460.      498,680.      MT  (+/- 180 meters Scaled)
 AZ0036
 AZ0036                          SUPERSEDED SURVEY CONTROL
 AZ0036
 AZ0036  NGVD 29 (??/??/92)  492.481  (m)         1615.75   (f) ADJ UNCH    2 0
 AZ0036
 AZ0036.Superseded values are not recommended for survey control.
 AZ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0036.See file dsdata.txt to determine how the superseded data were derived.
 AZ0036
 AZ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT987901(NAD 83)
 AZ0036_MARKER: DB = BENCH MARK DISK
 AZ0036_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0036_SP_SET: OUTCROP
 AZ0036_STAMPING: H 482 1935
 AZ0036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0036+STABILITY: POSITION/ELEVATION WELL
 AZ0036
 AZ0036  HISTORY     - Date     Condition        Report By
 AZ0036  HISTORY     - 1935     MONUMENTED       CGS
 AZ0036  HISTORY     - 1940     GOOD             NGS
 AZ0036  HISTORY     - 1973     MARK NOT FOUND   USGS
 AZ0036
 AZ0036                          STATION DESCRIPTION
 AZ0036
 AZ0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0036'5.7 MI NW FROM CAMP WOOD.
 AZ0036'IN EDWARDS COUNTY, 5.7 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE
 AZ0036'UVALDE AND NORTHERN RAILWAY STATION AT CAMP WOOD, REAL COUNTY, 1.5
 AZ0036'MILES WEST OF BARKSDALE, 0.4 MILE EAST OF A SHARP CURVE, 54 FEET
 AZ0036'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET NORTHWEST OF A
 AZ0036'FENCE, 12 FEET WEST OF A POLE, AND IN THE TOP OF A ROCK OUTCROP.  A
 AZ0036'STANDARD DISK, STAMPED H 482 1935.
 AZ0036
 AZ0036                          STATION RECOVERY (1973)
 AZ0036
 AZ0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AZ0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0640 ***********************************************************************
 CR0640  DESIGNATION -  H 483
 CR0640  PID         -  CR0640
 CR0640  STATE/COUNTY-  TX/VAN ZANDT
 CR0640  USGS QUAD   -  PHALBA (1984)
 CR0640
 CR0640                         *CURRENT SURVEY CONTROL
 CR0640  ___________________________________________________________________
 CR0640* NAD 83(1986)-  32 26 47.     (N)    095 57 30.     (W)     SCALED    
 CR0640* NAVD 88     -       145.870  (meters)     478.58   (feet)  ADJUSTED  
 CR0640  ___________________________________________________________________
 CR0640  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CR0640  DYNAMIC HT  -         145.703 (meters)     478.03  (feet)  COMP
 CR0640  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CR0640
 CR0640  VERT ORDER  -  SECOND    CLASS 0
 CR0640
 CR0640.The horizontal coordinates were scaled from a topographic map and have
 CR0640.an estimated accuracy of +/- 6 seconds.
 CR0640
 CR0640.The orthometric height was determined by differential leveling
 CR0640.and adjusted by the National Geodetic Survey in June 1991..
 CR0640
 CR0640.The geoid height was determined by GEOID03.
 CR0640
 CR0640.The dynamic height is computed by dividing the NAVD 88
 CR0640.geopotential number by the normal gravity value computed on the
 CR0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0640.degrees latitude (g = 980.6199 gals.).
 CR0640
 CR0640.The modeled gravity was interpolated from observed gravity values.
 CR0640
 CR0640;                    North         East    Units  Estimated Accuracy
 CR0640;SPC TXNC     - 2,089,360.      838,960.      MT  (+/- 180 meters Scaled)
 CR0640
 CR0640                          SUPERSEDED SURVEY CONTROL
 CR0640
 CR0640  NGVD 29 (??/??/92)  145.879  (m)          478.60   (f) ADJ UNCH    2 0
 CR0640
 CR0640.Superseded values are not recommended for survey control.
 CR0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0640.See file dsdata.txt to determine how the superseded data were derived.
 CR0640
 CR0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR218937(NAD 83)
 CR0640_MARKER: DB = BENCH MARK DISK
 CR0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0640_STAMPING: H 483 1948
 CR0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0640+STABILITY: SURFACE MOTION
 CR0640
 CR0640  HISTORY     - Date     Condition        Report By
 CR0640  HISTORY     - 1948     MONUMENTED       CGS
 CR0640  HISTORY     - 19950912 GOOD             USPSQD
 CR0640
 CR0640                          STATION DESCRIPTION
 CR0640
 CR0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0640'2.95 MI SW FROM JACKSON.
 CR0640'2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 198 FROM THE ELEMENTARY
 CR0640'SCHOOL AT JACKSON, 125.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 CR0640'HIGHWAY, 74.0 FEET NORTHEAST OF THE EAST CORNER OF THE BRICK FARMHOUSE
 CR0640'OF F. C. HAM, 64.2 FEET EAST OF THE CENTER OF A WELL, 12.9 FEET
 CR0640'NORTHWEST OF A 30-INCH OAK TREE, AND SET IN THE TOP OF A CONCRETE POST
 CR0640'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 CR0640
 CR0640                          STATION RECOVERY (1995)
 CR0640
 CR0640'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0236 ***********************************************************************
 BY0236  DESIGNATION -  H 484
 BY0236  PID         -  BY0236
 BY0236  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0236  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0236
 BY0236                         *CURRENT SURVEY CONTROL
 BY0236  ___________________________________________________________________
 BY0236* NAD 83(1986)-  31 37 49.     (N)    094 15 13.     (W)     SCALED    
 BY0236* NAVD 88     -       114.99   (+/-2cm)     377.3    (feet)  VERTCON   
 BY0236  ___________________________________________________________________
 BY0236  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BY0236
 BY0236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0236
 BY0236.The horizontal coordinates were scaled from a topographic map and have
 BY0236.an estimated accuracy of +/- 6 seconds.
 BY0236
 BY0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0236.The vertical order pertains to the NGVD 29 superseded value.
 BY0236
 BY0236.The geoid height was determined by GEOID03.
 BY0236
 BY0236;                    North         East    Units  Estimated Accuracy
 BY0236;SPC TX C     - 3,233,440.    1,276,470.      MT  (+/- 180 meters Scaled)
 BY0236
 BY0236                          SUPERSEDED SURVEY CONTROL
 BY0236
 BY0236  NGVD 29 (??/??/92)  115.026  (m)          377.38   (f) ADJ UNCH    2 0
 BY0236
 BY0236.Superseded values are not recommended for survey control.
 BY0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0236.See file dsdata.txt to determine how the superseded data were derived.
 BY0236
 BY0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR811001(NAD 83)
 BY0236_MARKER: DB = BENCH MARK DISK
 BY0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0236_STAMPING: H 484 1949
 BY0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0236+STABILITY: SURFACE MOTION
 BY0236
 BY0236  HISTORY     - Date     Condition        Report By
 BY0236  HISTORY     - 1949     MONUMENTED       CGS
 BY0236
 BY0236                          STATION DESCRIPTION
 BY0236
 BY0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0236'5.75 MI S FROM JERICHO.
 BY0236'5.75 MILES SOUTH ALONG THE JERICHO-CAMP WORTH ROAD FROM THE POWDRILL
 BY0236'GROCERY STORE AT JERICHO, AT A ROAD JUNCTION, 80.0 FEET SOUTHEAST OF
 BY0236'THE CENTER LINE OF A ROAD LEADING SOUTHWEST, 69.0 FEET SOUTHWEST OF
 BY0236'THE CENTER LINE OF A ROAD LEADING SOUTHEAST, 24.7 FEET SOUTH SOUTHEAST
 BY0236'OF THE CENTER OF A WELL, 12.5 FEET EAST OF THE NORTHEAST CORNER OF AN
 BY0236'ABANDONED FARMHOUSE, 1.9 FEET SOUTH OF A REFERENCE POST, 1.7 FEET WEST
 BY0236'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BY0236'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 0.8 MILE NORTHWEST OF
 BY0236'BENCH MARK G 484.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0233 ***********************************************************************
 BY0233  DESIGNATION -  H 485
 BY0233  PID         -  BY0233
 BY0233  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0233  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0233
 BY0233                         *CURRENT SURVEY CONTROL
 BY0233  ___________________________________________________________________
 BY0233* NAD 83(1986)-  31 36 13.     (N)    094 14 49.     (W)     SCALED    
 BY0233* NAVD 88     -        72.93   (+/-2cm)     239.3    (feet)  VERTCON   
 BY0233  ___________________________________________________________________
 BY0233  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY0233
 BY0233  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0233
 BY0233.The horizontal coordinates were scaled from a topographic map and have
 BY0233.an estimated accuracy of +/- 6 seconds.
 BY0233
 BY0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0233.The vertical order pertains to the NGVD 29 superseded value.
 BY0233
 BY0233.The geoid height was determined by GEOID03.
 BY0233
 BY0233;                    North         East    Units  Estimated Accuracy
 BY0233;SPC TX C     - 3,230,520.    1,277,260.      MT  (+/- 180 meters Scaled)
 BY0233
 BY0233                          SUPERSEDED SURVEY CONTROL
 BY0233
 BY0233  NGVD 29 (??/??/92)   72.963  (m)          239.38   (f) ADJ UNCH    2 0
 BY0233
 BY0233.Superseded values are not recommended for survey control.
 BY0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0233.See file dsdata.txt to determine how the superseded data were derived.
 BY0233
 BY0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ817971(NAD 83)
 BY0233_MARKER: DB = BENCH MARK DISK
 BY0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0233_STAMPING: H-485 1949
 BY0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0233+STABILITY: SURFACE MOTION
 BY0233
 BY0233  HISTORY     - Date     Condition        Report By
 BY0233  HISTORY     - 1949     MONUMENTED       CGS
 BY0233  HISTORY     - 1958     GOOD             USGS
 BY0233
 BY0233                          STATION DESCRIPTION
 BY0233
 BY0233'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY0233'4.85 MI NE FROM CAMP WORTH.
 BY0233'5.75 MILES SOUTH ALONG THE JERICHO-CAMP WORTH ROAD FROM THE POWDRILL
 BY0233'GROCERY STORE AT JERICHO TO ROAD FORK, THEN EAST AND SOUTHEAST 1.55
 BY0233'MILES TO ABANDONED ROAD, THEN SOUTHWEST 0.8 MILES, 45 YARDS (PACED)
 BY0233'EAST OF A JCT. WITH AN ABANDONED ROAD LEADING SOUTHEAST, 40 FEET
 BY0233'NORTHEAST OF THE CENTER LINE OF THE ROAD, AT THE NORTHEAST EDGE OF A
 BY0233'CLEARING, 58.5 FEET EAST OF THE SOUTHEAST END OF THE ROAD CROSSING (NO
 BY0233'BRIDGE) ON THE SOUTH BANK OF HULSE CREEK, A STANDARD TABLET SET IN TOP
 BY0233'OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND, STAMPED H-485
 BY0233'1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0652 ***********************************************************************
 BY0652  DESIGNATION -  H 486
 BY0652  PID         -  BY0652
 BY0652  STATE/COUNTY-  TX/SHELBY
 BY0652  USGS QUAD   -  GARRISON EAST (1984)
 BY0652
 BY0652                         *CURRENT SURVEY CONTROL
 BY0652  ___________________________________________________________________
 BY0652* NAD 83(1986)-  31 46 20.     (N)    094 23 07.     (W)     SCALED    
 BY0652* NAVD 88     -       102.25   (+/-2cm)     335.5    (feet)  VERTCON   
 BY0652  ___________________________________________________________________
 BY0652  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY0652
 BY0652  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0652
 BY0652.The horizontal coordinates were scaled from a topographic map and have
 BY0652.an estimated accuracy of +/- 6 seconds.
 BY0652
 BY0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0652.The vertical order pertains to the NGVD 29 superseded value.
 BY0652
 BY0652.The geoid height was determined by GEOID03.
 BY0652
 BY0652;                    North         East    Units  Estimated Accuracy
 BY0652;SPC TX C     - 3,248,480.    1,263,150.      MT  (+/- 180 meters Scaled)
 BY0652
 BY0652                          SUPERSEDED SURVEY CONTROL
 BY0652
 BY0652  NGVD 29 (??/??/92)  102.253  (m)          335.48   (f) ADJ UNCH    2 0
 BY0652
 BY0652.Superseded values are not recommended for survey control.
 BY0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0652.See file dsdata.txt to determine how the superseded data were derived.
 BY0652
 BY0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR688160(NAD 83)
 BY0652_MARKER: DB = BENCH MARK DISK
 BY0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0652_STAMPING: H 486 1949
 BY0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0652+STABILITY: SURFACE MOTION
 BY0652
 BY0652  HISTORY     - Date     Condition        Report By
 BY0652  HISTORY     - 1949     MONUMENTED       CGS
 BY0652  HISTORY     - 1956     GOOD             NGS
 BY0652  HISTORY     - 1958     GOOD             USGS
 BY0652
 BY0652                          STATION DESCRIPTION
 BY0652
 BY0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 BY0652'2.05 MI E FROM STOCKMAN.
 BY0652'0.6 MILE SOUTH ALONG FARM ROAD 415 FROM THE POST OFFICE AT STOCKMAN.
 BY0652'THENCE 1.45 MILE EAST ALONG FARM ROAD 138.  0.4 MILE WEST OF A ROAD
 BY0652'JUNCTION.  338 FEET EAST OF A DIRT ROAD NORTH, 79 FEET SOUTH OF THE
 BY0652'CENTER LINE OF FARM ROAD 138, 48.2 FEET NORTHEAST OF THE NORTHEAST
 BY0652'CORNER OF A HOUSE, 16.3 FEET EAST OF THE NORTHEAST CORNER OF THE
 BY0652'FARMYARD FENCE, 1 FT. SOUTH OF A FENCE, A STANDARD DISK STAMPED H 486
 BY0652'1949 SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FEET ABOVE THE
 BY0652'GROUND.
 BY0652
 BY0652                          STATION RECOVERY (1958)
 BY0652
 BY0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BY0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0886 ***********************************************************************
 BY0886  DESIGNATION -  H 488 RESET 1970
 BY0886  PID         -  BY0886
 BY0886  STATE/COUNTY-  TX/ANGELINA
 BY0886  USGS QUAD   -  BALD HILL (1980)
 BY0886
 BY0886                         *CURRENT SURVEY CONTROL
 BY0886  ___________________________________________________________________
 BY0886* NAD 83(1986)-  31 14 49.     (N)    094 38 36.     (W)     SCALED    
 BY0886* NAVD 88     -        87.17   (+/-2cm)     286.0    (feet)  VERTCON   
 BY0886  ___________________________________________________________________
 BY0886  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BY0886
 BY0886  VERT ORDER  -  THIRD (See Below)
 BY0886
 BY0886.The horizontal coordinates were scaled from a topographic map and have
 BY0886.an estimated accuracy of +/- 6 seconds.
 BY0886
 BY0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0886.The vertical order pertains to the NGVD 29 superseded value.
 BY0886
 BY0886.The geoid height was determined by GEOID03.
 BY0886
 BY0886;                    North         East    Units  Estimated Accuracy
 BY0886;SPC TX C     - 3,189,040.    1,241,720.      MT  (+/- 180 meters Scaled)
 BY0886
 BY0886                          SUPERSEDED SURVEY CONTROL
 BY0886
 BY0886  NGVD 29 (01/29/03)   87.21   (m)          286.1    (f) RESET       3  
 BY0886
 BY0886.Superseded values are not recommended for survey control.
 BY0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0886.See file dsdata.txt to determine how the superseded data were derived.
 BY0886
 BY0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ435581(NAD 83)
 BY0886_MARKER: DB = BENCH MARK DISK
 BY0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0886_STAMPING: H 488 RESET 1970
 BY0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0886+STABILITY: SURFACE MOTION
 BY0886
 BY0886  HISTORY     - Date     Condition        Report By
 BY0886  HISTORY     - 1970     MONUMENTED       NGS
 BY0886
 BY0886                          STATION DESCRIPTION
 BY0886
 BY0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BY0886'3.0 MI SW FROM HOMER.
 BY0886'ABOUT 3.0 MILES SOUTHWEST ALONG FM HIGHWAY 326 FROM OF FARM ROAD 326
 BY0886'AND U. S. HIGHWAY 69 AT HOMER TO SITE OF BENCH MARK, 55 FEET WEST OF
 BY0886'THE HIGHWAY CENTER LINE, 33 FEET NORTH OF A POWER LINE POLE WITH
 BY0886'TRANSFORMER, 38 FEET NORTH OF THE PROLONGATION OF THE SOUTH SIDE OF
 BY0886'MR. CALVIN CRAINS HOME WHICH IS ON THE EAST SIDE OF HIGHWAY, 1 FOOT
 BY0886'SOUTH OF A METAL WITNESS POST AND 6 INCHES EAST OF THE RIGHT-OF-WAY
 BY0886'FENCE.  A C AND GS BENCH MARK DISK STAMPED H 488 RESET 1970, SET IN A
 BY0886'12 X 12 IN. CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0893 ***********************************************************************
 BY0893  DESIGNATION -  H 489
 BY0893  PID         -  BY0893
 BY0893  STATE/COUNTY-  TX/ANGELINA
 BY0893  USGS QUAD   -  DIBOLL (1980)
 BY0893
 BY0893                         *CURRENT SURVEY CONTROL
 BY0893  ___________________________________________________________________
 BY0893* NAD 83(1986)-  31 10 15.     (N)    094 47 17.     (W)     SCALED    
 BY0893* NAVD 88     -        55.74   (+/-2cm)     182.9    (feet)  VERTCON   
 BY0893  ___________________________________________________________________
 BY0893  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BY0893
 BY0893  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0893
 BY0893.The horizontal coordinates were scaled from a topographic map and have
 BY0893.an estimated accuracy of +/- 6 seconds.
 BY0893
 BY0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0893.The vertical order pertains to the NGVD 29 superseded value.
 BY0893
 BY0893.The geoid height was determined by GEOID03.
 BY0893
 BY0893;                    North         East    Units  Estimated Accuracy
 BY0893;SPC TX C     - 3,179,920.    1,228,370.      MT  (+/- 180 meters Scaled)
 BY0893
 BY0893                          SUPERSEDED SURVEY CONTROL
 BY0893
 BY0893  NGVD 29 (??/??/92)   55.780  (m)          183.00   (f) ADJ UNCH    2 0
 BY0893
 BY0893.Superseded values are not recommended for survey control.
 BY0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0893.See file dsdata.txt to determine how the superseded data were derived.
 BY0893
 BY0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ295499(NAD 83)
 BY0893_MARKER: DB = BENCH MARK DISK
 BY0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0893_SP_SET: CULVERT
 BY0893_STAMPING: H 489 1949
 BY0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0893
 BY0893  HISTORY     - Date     Condition        Report By
 BY0893  HISTORY     - 1949     MONUMENTED       CGS
 BY0893  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0893
 BY0893                          STATION DESCRIPTION
 BY0893
 BY0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0893'1.15 MI S FROM DIBOLL.
 BY0893'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE TEXAS AND NEW ORLEANS
 BY0893'RAILROAD STATION AT DIBOLL, THENCE 0.9 MILE SOUTH ALONG NEW U. S.
 BY0893'HIGHWAY 59, IN A CONCRETE CULVERT, 0.2 MILE SOUTH OF A CEMETERY ON THE
 BY0893'EAST SIDE OF U. S. HIGHWAY 59, 26.3 FEET EAST OF THE CENTER LINE OF U.
 BY0893'S. HIGHWAY 59, 3.5 FEET NORTH OF THE SOUTH END OF THE EAST HEADWALL OF
 BY0893'A 2 BY 4 FOOT TWIN CHANNEL CONCRETE CULVERT, AND SET 1.0 FOOT BELOW
 BY0893'THE LEVEL OF THE HIGHWAY.
 BY0893
 BY0893                          STATION RECOVERY (1998)
 BY0893
 BY0893'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0498 ***********************************************************************
 AJ0498  DESIGNATION -  H 49
 AJ0498  PID         -  AJ0498
 AJ0498  STATE/COUNTY-  TX/WEBB
 AJ0498  USGS QUAD   -  OILTON (1972)
 AJ0498
 AJ0498                         *CURRENT SURVEY CONTROL
 AJ0498  ___________________________________________________________________
 AJ0498* NAD 83(1986)-  27 27 11.     (N)    098 56 17.     (W)     SCALED    
 AJ0498* NAVD 88     -       254.028  (meters)     833.42   (feet)  ADJUSTED  
 AJ0498  ___________________________________________________________________
 AJ0498  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AJ0498  DYNAMIC HT  -         253.621 (meters)     832.09  (feet)  COMP
 AJ0498  MODELED GRAV-     979,038.0   (mgal)                       NAVD 88
 AJ0498
 AJ0498  VERT ORDER  -  FIRST     CLASS II
 AJ0498
 AJ0498.The horizontal coordinates were scaled from a topographic map and have
 AJ0498.an estimated accuracy of +/- 6 seconds.
 AJ0498
 AJ0498.The orthometric height was determined by differential leveling
 AJ0498.and adjusted by the National Geodetic Survey in June 1991..
 AJ0498
 AJ0498.The geoid height was determined by GEOID03.
 AJ0498
 AJ0498.The dynamic height is computed by dividing the NAVD 88
 AJ0498.geopotential number by the normal gravity value computed on the
 AJ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0498.degrees latitude (g = 980.6199 gals.).
 AJ0498
 AJ0498.The modeled gravity was interpolated from observed gravity values.
 AJ0498
 AJ0498;                    North         East    Units  Estimated Accuracy
 AJ0498;SPC TX S     - 5,197,990.      256,700.      MT  (+/- 180 meters Scaled)
 AJ0498
 AJ0498                          SUPERSEDED SURVEY CONTROL
 AJ0498
 AJ0498  NGVD 29 (??/??/92)  254.036  (m)          833.45   (f) ADJ UNCH    1 2
 AJ0498
 AJ0498.Superseded values are not recommended for survey control.
 AJ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0498.See file dsdata.txt to determine how the superseded data were derived.
 AJ0498
 AJ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR061366(NAD 83)
 AJ0498_MARKER: DD = SURVEY DISK
 AJ0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0498_STAMPING: H 49 1923 TEXAS 883.45
 AJ0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0498+STABILITY: SURFACE MOTION
 AJ0498
 AJ0498  HISTORY     - Date     Condition        Report By
 AJ0498  HISTORY     - 1923     MONUMENTED       USGS
 AJ0498  HISTORY     - 1933     GOOD             NGS
 AJ0498  HISTORY     - 1934     GOOD             NGS
 AJ0498
 AJ0498                          STATION DESCRIPTION
 AJ0498
 AJ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 AJ0498'2.2 MI E FROM OILTON.
 AJ0498'ON THE TEXAS-MEXICAN R.R. 200 FT. EAST OF MILEPOST 42, 350 FT. NORTH
 AJ0498'OF TRACK, ABOUT 1/4 MI. N.E. OF LAUREL COTTON GIN, AND ON FENCE LINE.
 AJ0498
 AJ0498                          STATION RECOVERY (1934)
 AJ0498
 AJ0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0254 ***********************************************************************
 AB0254  DESIGNATION -  H 49 USGS
 AB0254  PID         -  AB0254
 AB0254  STATE/COUNTY-  TX/CAMERON
 AB0254  USGS QUAD   -  PORT ISABEL (1983)
 AB0254
 AB0254                         *CURRENT SURVEY CONTROL
 AB0254  ___________________________________________________________________
 AB0254* NAD 83(1986)-  26 04 36.     (N)    097 12 20.     (W)     SCALED    
 AB0254* NAVD 88     -         2.606  (meters)       8.55   (feet)  ADJUSTED  
 AB0254  ___________________________________________________________________
 AB0254  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 AB0254  DYNAMIC HT  -           2.602 (meters)       8.54  (feet)  COMP
 AB0254  MODELED GRAV-     979,067.1   (mgal)                       NAVD 88
 AB0254
 AB0254  VERT ORDER  -  FIRST     CLASS II
 AB0254
 AB0254.The horizontal coordinates were scaled from a topographic map and have
 AB0254.an estimated accuracy of +/- 6 seconds.
 AB0254
 AB0254.The orthometric height was determined by differential leveling
 AB0254.and adjusted by the National Geodetic Survey in June 1991..
 AB0254.WARNING-Repeat measurements at this control monument indicate possible
 AB0254.vertical movement.
 AB0254
 AB0254.The geoid height was determined by GEOID03.
 AB0254
 AB0254.The dynamic height is computed by dividing the NAVD 88
 AB0254.geopotential number by the normal gravity value computed on the
 AB0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0254.degrees latitude (g = 980.6199 gals.).
 AB0254
 AB0254.The modeled gravity was interpolated from observed gravity values.
 AB0254
 AB0254;                    North         East    Units  Estimated Accuracy
 AB0254;SPC TX S     - 5,046,090.      429,510.      MT  (+/- 180 meters Scaled)
 AB0254
 AB0254                          SUPERSEDED SURVEY CONTROL
 AB0254
 AB0254  NGVD 29 (??/??/92)    2.719  (m)            8.92   (f) ADJ UNCH    1 2
 AB0254
 AB0254.Superseded values are not recommended for survey control.
 AB0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0254.See file dsdata.txt to determine how the superseded data were derived.
 AB0254
 AB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP794854(NAD 83)
 AB0254_MARKER: P = PIPE CAP
 AB0254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB0254_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AB0254_STAMPING: 8.93 1913
 AB0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0254
 AB0254  HISTORY     - Date     Condition        Report By
 AB0254  HISTORY     - 1913     MONUMENTED       USGS
 AB0254  HISTORY     - 1959     GOOD             NGS
 AB0254  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0254  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0254  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0254  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0254  HISTORY     - 19910315 MARK NOT FOUND   USPSQD
 AB0254  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB0254
 AB0254                          STATION DESCRIPTION
 AB0254
 AB0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AB0254'IN PORT ISABEL.
 AB0254'ABOUT 0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 100 FROM THE LIGHTHOUSE
 AB0254'AT PORT ISABEL, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 210
 AB0254'FEET WEST OF THE WEST CORNER OF QUEEN ISABEL INN, 59 1/2 FEET
 AB0254'SOUTHEAST OF THE SOUTH CORNER OF THE CENTRAL POWER AND LIGHT COMPANY
 AB0254'OFFICE, 4.8 FEET NORTHEAST OF THE NORTHEAST CURB OF THE ROAD, 1 FOOT
 AB0254'NORTHEAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 AB0254'ON THE TOP OF AN IRON PIPE PROJECTING 6 INCHES.
 AB0254
 AB0254                          STATION RECOVERY (1982)
 AB0254
 AB0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0254'SEARCHED FOR BUT NOT RECOVERED AT THIS TIME.
 AB0254
 AB0254                          STATION RECOVERY (1987)
 AB0254
 AB0254'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0254'MARK NOT FOUND.
 AB0254
 AB0254                          STATION RECOVERY (1988)
 AB0254
 AB0254'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AB0254'MARK NOT FOUND.
 AB0254
 AB0254                          STATION RECOVERY (1988)
 AB0254
 AB0254'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0254'MARK NOT FOUND.
 AB0254
 AB0254                          STATION RECOVERY (1991)
 AB0254
 AB0254'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0254'MARK NOT FOUND.
 AB0254
 AB0254                          STATION RECOVERY (1993)
 AB0254
 AB0254'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0904 ***********************************************************************
 BY0904  DESIGNATION -  H 490
 BY0904  PID         -  BY0904
 BY0904  STATE/COUNTY-  TX/ANGELINA
 BY0904  USGS QUAD   -  BALD HILL (1980)
 BY0904
 BY0904                         *CURRENT SURVEY CONTROL
 BY0904  ___________________________________________________________________
 BY0904* NAD 83(1986)-  31 08 24.     (N)    094 43 20.     (W)     SCALED    
 BY0904* NAVD 88     -        67.22   (+/-2cm)     220.5    (feet)  VERTCON   
 BY0904  ___________________________________________________________________
 BY0904  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BY0904
 BY0904  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0904
 BY0904.The horizontal coordinates were scaled from a topographic map and have
 BY0904.an estimated accuracy of +/- 6 seconds.
 BY0904
 BY0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0904.The vertical order pertains to the NGVD 29 superseded value.
 BY0904
 BY0904.The geoid height was determined by GEOID03.
 BY0904
 BY0904;                    North         East    Units  Estimated Accuracy
 BY0904;SPC TX C     - 3,176,820.    1,234,810.      MT  (+/- 180 meters Scaled)
 BY0904
 BY0904                          SUPERSEDED SURVEY CONTROL
 BY0904
 BY0904  NGVD 29 (??/??/92)   67.257  (m)          220.66   (f) ADJ UNCH    2 0
 BY0904
 BY0904.Superseded values are not recommended for survey control.
 BY0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0904.See file dsdata.txt to determine how the superseded data were derived.
 BY0904
 BY0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ358463(NAD 83)
 BY0904_MARKER: DB = BENCH MARK DISK
 BY0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0904_STAMPING: H 490 1949
 BY0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0904+STABILITY: SURFACE MOTION
 BY0904
 BY0904  HISTORY     - Date     Condition        Report By
 BY0904  HISTORY     - 1949     MONUMENTED       CGS
 BY0904
 BY0904                          STATION DESCRIPTION
 BY0904
 BY0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0904'7.35 MI E FROM DIBOLL.
 BY0904'0.25 MILE EAST ALONG LOOP NO. 210 FROM THE RAILROAD STATION AT DIBOLL,
 BY0904'THENCE 2.0 MILES SOUTH ALONG NEW UNITED STATES HIGHWAY NO. 59, THENCE
 BY0904'5.1 MILES EAST ALONG AN OLD C.C.C. ROAD, AT A NORTH AND SOUTH CROSS
 BY0904'TRAIL, 33.0 FEET SOUTH OF THE CENTER LINE OF THE C.C.C. ROAD, 19.0
 BY0904'FEET EAST OF THE CENTER LINE OF THE WOODS TRAIL, 24.0 FEET SOUTHWEST
 BY0904'OF A 14 INCH PINE, 4.6 FEET NORTHWEST OF A 6 INCH PINE, 1.5 FEET NORTH
 BY0904'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0904'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0496 ***********************************************************************
 BY0496  DESIGNATION -  H 491
 BY0496  PID         -  BY0496
 BY0496  STATE/COUNTY-  TX/ANGELINA
 BY0496  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0496
 BY0496                         *CURRENT SURVEY CONTROL
 BY0496  ___________________________________________________________________
 BY0496* NAD 83(1986)-  31 15 07.     (N)    094 25 34.     (W)     SCALED    
 BY0496* NAVD 88     -        60.91   (+/-2cm)     199.8    (feet)  VERTCON   
 BY0496  ___________________________________________________________________
 BY0496  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BY0496
 BY0496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0496
 BY0496.The horizontal coordinates were scaled from a topographic map and have
 BY0496.an estimated accuracy of +/- 6 seconds.
 BY0496
 BY0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0496.The vertical order pertains to the NGVD 29 superseded value.
 BY0496
 BY0496.The geoid height was determined by GEOID03.
 BY0496
 BY0496;                    North         East    Units  Estimated Accuracy
 BY0496;SPC TX C     - 3,190,670.    1,262,350.      MT  (+/- 180 meters Scaled)
 BY0496
 BY0496                          SUPERSEDED SURVEY CONTROL
 BY0496
 BY0496  NGVD 29 (??/??/92)   60.937  (m)          199.92   (f) ADJ UNCH    2 0
 BY0496
 BY0496.Superseded values are not recommended for survey control.
 BY0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0496.See file dsdata.txt to determine how the superseded data were derived.
 BY0496
 BY0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ642584(NAD 83)
 BY0496_MARKER: DB = BENCH MARK DISK
 BY0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0496_STAMPING: H 491 1949
 BY0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0496+STABILITY: SURFACE MOTION
 BY0496
 BY0496  HISTORY     - Date     Condition        Report By
 BY0496  HISTORY     - 1949     MONUMENTED       CGS
 BY0496  HISTORY     - 1979     GOOD             USGS
 BY0496  HISTORY     - 19980919 GOOD             USPSQD
 BY0496
 BY0496                          STATION DESCRIPTION
 BY0496
 BY0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0496'2.0 MI S FROM ORA.
 BY0496'2.0 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE BAPTIST CHURCH AT
 BY0496'ORA, AT A SMALL CEMETERY, 62.0 FEET SOUTHWEST OF THE WEST END OF A
 BY0496'WOODEN CULVERT, 43.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 27.0
 BY0496'FEET SOUTH OF THE CENTER OF THE GATE AT THE CEMETERY ENTRANCE, 18.2
 BY0496'FEET NORTH OF A FENCE CORNER, 1.3 FEET EAST OF A FENCE, AND SET IN THE
 BY0496'TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 BY0496
 BY0496                          STATION RECOVERY (1979)
 BY0496
 BY0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0496'1.3 MI. SOUTHEAST ALONG FARM ROAD 2109 FROM STORE AT ORA, THENCE 200
 BY0496'FT. SOUTHWEST ALONG PAVED ROAD TO THE HERRINGTON CEMETERY. 38 FT.
 BY0496'NORTHWEST OF ROAD, 27.0 FT. SOUTH OF THE CENTER OF THE GATE AT THE
 BY0496'CEMETERY ENTRANCE, 18.2 FT. NORTH OF A FENCE CORNER, 1.3 FEET EAST OF
 BY0496'FENCE, A STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING 1.0
 BY0496'FT. ABOVE GROUND.
 BY0496
 BY0496                          STATION RECOVERY (1998)
 BY0496
 BY0496'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0366 ***********************************************************************
 BY0366  DESIGNATION -  H 494
 BY0366  PID         -  BY0366
 BY0366  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0366  USGS QUAD   -  NORWOOD (1984)
 BY0366
 BY0366                         *CURRENT SURVEY CONTROL
 BY0366  ___________________________________________________________________
 BY0366* NAD 83(1986)-  31 26 35.     (N)    094 08 59.     (W)     SCALED    
 BY0366* NAVD 88     -        71.23   (+/-2cm)     233.7    (feet)  VERTCON   
 BY0366  ___________________________________________________________________
 BY0366  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY0366
 BY0366  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0366
 BY0366.The horizontal coordinates were scaled from a topographic map and have
 BY0366.an estimated accuracy of +/- 6 seconds.
 BY0366
 BY0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0366.The vertical order pertains to the NGVD 29 superseded value.
 BY0366
 BY0366.The geoid height was determined by GEOID03.
 BY0366
 BY0366;                    North         East    Units  Estimated Accuracy
 BY0366;SPC TX C     - 3,213,260.    1,287,460.      MT  (+/- 180 meters Scaled)
 BY0366
 BY0366                          SUPERSEDED SURVEY CONTROL
 BY0366
 BY0366  NGVD 29 (??/??/92)   71.262  (m)          233.80   (f) ADJ UNCH    2 0
 BY0366
 BY0366.Superseded values are not recommended for survey control.
 BY0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0366.See file dsdata.txt to determine how the superseded data were derived.
 BY0366
 BY0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ907792(NAD 83)
 BY0366_MARKER: DB = BENCH MARK DISK
 BY0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0366_STAMPING: H 494 1949
 BY0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0366+STABILITY: SURFACE MOTION
 BY0366
 BY0366  HISTORY     - Date     Condition        Report By
 BY0366  HISTORY     - 1949     MONUMENTED       CGS
 BY0366
 BY0366                          STATION DESCRIPTION
 BY0366
 BY0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0366'6.75 MI SW FROM SAN AUGUSTINE.
 BY0366'6.75 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0366'SAN AUGUSTINE, 0.1 MILE NORTHEAST OF NORWOOD COLORED SCHOOL, 115 FEET
 BY0366'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 49 FEET SOUTHWEST OF A 10
 BY0366'INCH TRIANGULAR BLAZED GUM TREE, 1.4 FEET NORTHEAST OF A WITNESS POST,
 BY0366'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BY0366'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0460 ***********************************************************************
 BY0460  DESIGNATION -  H 495
 BY0460  PID         -  BY0460
 BY0460  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0460  USGS QUAD   -  HARVEY CREEK (1984)
 BY0460
 BY0460                         *CURRENT SURVEY CONTROL
 BY0460  ___________________________________________________________________
 BY0460* NAD 83(1986)-  31 16 28.     (N)    094 12 43.     (W)     SCALED    
 BY0460* NAVD 88     -        86.48   (+/-2cm)     283.7    (feet)  VERTCON   
 BY0460  ___________________________________________________________________
 BY0460  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BY0460
 BY0460  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0460
 BY0460.The horizontal coordinates were scaled from a topographic map and have
 BY0460.an estimated accuracy of +/- 6 seconds.
 BY0460
 BY0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0460.The vertical order pertains to the NGVD 29 superseded value.
 BY0460
 BY0460.The geoid height was determined by GEOID03.
 BY0460
 BY0460;                    North         East    Units  Estimated Accuracy
 BY0460;SPC TX C     - 3,194,260.    1,282,580.      MT  (+/- 180 meters Scaled)
 BY0460
 BY0460                          SUPERSEDED SURVEY CONTROL
 BY0460
 BY0460  NGVD 29 (??/??/92)   86.495  (m)          283.78   (f) ADJ UNCH    2 0
 BY0460
 BY0460.Superseded values are not recommended for survey control.
 BY0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0460.See file dsdata.txt to determine how the superseded data were derived.
 BY0460
 BY0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ846606(NAD 83)
 BY0460_MARKER: DB = BENCH MARK DISK
 BY0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0460_STAMPING: H 495 1949
 BY0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0460+STABILITY: SURFACE MOTION
 BY0460
 BY0460  HISTORY     - Date     Condition        Report By
 BY0460  HISTORY     - 1949     MONUMENTED       CGS
 BY0460
 BY0460                          STATION DESCRIPTION
 BY0460
 BY0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0460'4.8 MI SE FROM BROADDUS.
 BY0460'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0460'BROADDUS, THENCE 4.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT THE
 BY0460'JUNCTION OF ANGELINA NATIONAL FOREST ROAD 311, 44.0 FEET SOUTHWEST OF
 BY0460'THE CENTER LINE OF FOREST ROAD 311, 40.0 FEET SOUTH OF THE CENTER LINE
 BY0460'OF COUNTY ROAD, 34.0 FEET SOUTHEAST OF A 24-INCH OAK WITH A TRIANGULAR
 BY0460'BLAZE ON THE NORTH SIDE OF THE TREE, 1.3 FEET NORTHEAST OF A REFERENCE
 BY0460'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 BY0460'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0071 ***********************************************************************
 AY0071  DESIGNATION -  H 497
 AY0071  PID         -  AY0071
 AY0071  STATE/COUNTY-  TX/BEXAR
 AY0071  USGS QUAD   -  LONGHORN (1992)
 AY0071
 AY0071                         *CURRENT SURVEY CONTROL
 AY0071  ___________________________________________________________________
 AY0071* NAD 83(1986)-  29 34 39.     (N)    098 29 59.     (W)     SCALED    
 AY0071* NAVD 88     -       271.917  (meters)     892.11   (feet)  POSTED    
 AY0071  ___________________________________________________________________
 AY0071  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AY0071  DYNAMIC HT  -         271.520 (meters)     890.81  (feet)  COMP
 AY0071  MODELED GRAV-     979,179.5   (mgal)                       NAVD 88
 AY0071
 AY0071  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0071
 AY0071.The horizontal coordinates were scaled from a topographic map and have
 AY0071.an estimated accuracy of +/- 6 seconds.
 AY0071
 AY0071.The orthometric height was determined by differential leveling
 AY0071.and adjusted by the National Geodetic Survey in 1992..
 AY0071.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0071.rate of 2.1 thru 3.0 mm/km.
 AY0071
 AY0071.The geoid height was determined by GEOID03.
 AY0071
 AY0071.The dynamic height is computed by dividing the NAVD 88
 AY0071.geopotential number by the normal gravity value computed on the
 AY0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0071.degrees latitude (g = 980.6199 gals.).
 AY0071
 AY0071.The modeled gravity was interpolated from observed gravity values.
 AY0071
 AY0071;                    North         East    Units  Estimated Accuracy
 AY0071;SPC TXSC     - 4,193,400.      648,470.      MT  (+/- 180 meters Scaled)
 AY0071
 AY0071                          SUPERSEDED SURVEY CONTROL
 AY0071
 AY0071  NGVD 29 (??/??/92)  271.789  (m)          891.69   (f) ADJ UNCH    1 2
 AY0071
 AY0071.Superseded values are not recommended for survey control.
 AY0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0071.See file dsdata.txt to determine how the superseded data were derived.
 AY0071
 AY0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT484720(NAD 83)
 AY0071_MARKER: DB = BENCH MARK DISK
 AY0071_SETTING: 66 = SET IN ROCK OUTCROP
 AY0071_SP_SET: LIMESTONE OUTCROP
 AY0071_STAMPING: H 497 1953
 AY0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0071+STABILITY: POSITION/ELEVATION WELL
 AY0071
 AY0071  HISTORY     - Date     Condition        Report By
 AY0071  HISTORY     - 1953     MONUMENTED       CGS
 AY0071  HISTORY     - 1967     GOOD             USGS
 AY0071  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0071  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0071  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0071  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0071
 AY0071                          STATION DESCRIPTION
 AY0071
 AY0071'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0071'IN SAN ANTONIO.
 AY0071'AT SAN ANTONIO, BEXAR COUNTY, 1.4 MILES NORTHWEST ALONG BITTERS ROAD
 AY0071'FROM THE INTERSECTION OF U.S. HIGHWAY 281, 0.1 MILE NORTHWEST OF THE
 AY0071'TOP OF A HILL, 15 FEET NORTHWEST ALONG THE CENTERLINE OF BITTERS ROAD
 AY0071'FROM THE CENTERLINE OF A DRIVEWAY LEADING NORTHEAST, THENCE 45 FEET
 AY0071'PERPENDICULAR SOUTHWEST, IN THE TOP OF A LARGE LIMESTONE OUTCROP, AND
 AY0071'FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED H 497 1953.
 AY0071
 AY0071                          STATION RECOVERY (1987)
 AY0071
 AY0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0071'MARK NOT FOUND.
 AY0071
 AY0071                          STATION RECOVERY (1989)
 AY0071
 AY0071'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0071'MARK NOT FOUND.
 AY0071
 AY0071                          STATION RECOVERY (1990)
 AY0071
 AY0071'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0071'MARK NOT FOUND.
 AY0071
 AY0071                          STATION RECOVERY (1999)
 AY0071
 AY0071'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0390 ***********************************************************************
 AY0390  DESIGNATION -  H 499
 AY0390  PID         -  AY0390
 AY0390  STATE/COUNTY-  TX/BEXAR
 AY0390  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0390
 AY0390                         *CURRENT SURVEY CONTROL
 AY0390  ___________________________________________________________________
 AY0390* NAD 83(1986)-  29 25 59.     (N)    098 22 44.     (W)     SCALED    
 AY0390* NAVD 88     -       205.514  (meters)     674.26   (feet)  ADJUSTED  
 AY0390  ___________________________________________________________________
 AY0390  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AY0390  DYNAMIC HT  -         205.215 (meters)     673.28  (feet)  COMP
 AY0390  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AY0390
 AY0390  VERT ORDER  -  FIRST     CLASS II
 AY0390
 AY0390.The horizontal coordinates were scaled from a topographic map and have
 AY0390.an estimated accuracy of +/- 6 seconds.
 AY0390
 AY0390.The orthometric height was determined by differential leveling
 AY0390.and adjusted by the National Geodetic Survey in June 1991..
 AY0390
 AY0390.The geoid height was determined by GEOID03.
 AY0390
 AY0390.The dynamic height is computed by dividing the NAVD 88
 AY0390.geopotential number by the normal gravity value computed on the
 AY0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0390.degrees latitude (g = 980.6199 gals.).
 AY0390
 AY0390.The modeled gravity was interpolated from observed gravity values.
 AY0390
 AY0390;                    North         East    Units  Estimated Accuracy
 AY0390;SPC TXSC     - 4,177,450.      660,260.      MT  (+/- 180 meters Scaled)
 AY0390
 AY0390                          SUPERSEDED SURVEY CONTROL
 AY0390
 AY0390  NGVD 29 (??/??/92)  205.415  (m)          673.93   (f) ADJ UNCH    1 2
 AY0390
 AY0390.Superseded values are not recommended for survey control.
 AY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0390.See file dsdata.txt to determine how the superseded data were derived.
 AY0390
 AY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT602561(NAD 83)
 AY0390_MARKER: DB = BENCH MARK DISK
 AY0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0390_STAMPING: H 499 1953
 AY0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0390+STABILITY: SURFACE MOTION
 AY0390
 AY0390  HISTORY     - Date     Condition        Report By
 AY0390  HISTORY     - 1953     MONUMENTED       CGS
 AY0390  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0390
 AY0390                          STATION DESCRIPTION
 AY0390
 AY0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0390'1.7 MI NE FROM SAN ANTONIO.
 AY0390'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 90 (EAST COMMERCE STREET) FROM
 AY0390'ITS INTERSECTION WITH LOOP 13 AT SAN ANTONIO, THENCE 0.2 MILE SOUTH
 AY0390'ALONG THE MAIN ENTRANCE ROAD TO THE MARTINDALE A.F. AIRPORT, 0.3 MILE
 AY0390'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHEAST AND NORTHWEST RUNWAY,
 AY0390'57 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY, 57 FEET WEST OF
 AY0390'THE WEST EDGE OF THE NORTH AND SOUTH RUNWAY, 3.4 FEET SOUTH OF A
 AY0390'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AY0390'FOOT ABOVE THE GROUND.
 AY0390
 AY0390                          STATION RECOVERY (1995)
 AY0390
 AY0390'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0272 ***********************************************************************
 AB0272  DESIGNATION -  H 5
 AB0272  PID         -  AB0272
 AB0272  STATE/COUNTY-  TX/CAMERON
 AB0272  USGS QUAD   -  LOS FRESNOS (1983)
 AB0272
 AB0272                         *CURRENT SURVEY CONTROL
 AB0272  ___________________________________________________________________
 AB0272* NAD 83(1986)-  26 04 17.     (N)    097 28 34.     (W)     SCALED    
 AB0272* NAVD 88     -         6.798  (meters)      22.30   (feet)  POSTED    
 AB0272  ___________________________________________________________________
 AB0272  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 AB0272  DYNAMIC HT  -           6.790 (meters)      22.28  (feet)  COMP
 AB0272  MODELED GRAV-     979,043.3   (mgal)                       NAVD 88
 AB0272
 AB0272  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0272
 AB0272.The horizontal coordinates were scaled from a topographic map and have
 AB0272.an estimated accuracy of +/- 6 seconds.
 AB0272
 AB0272.The orthometric height was determined by differential leveling
 AB0272.and adjusted by the National Geodetic Survey in 1992..
 AB0272.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0272.rate of 3.1 thru 4.0 mm/km.
 AB0272
 AB0272.The geoid height was determined by GEOID03.
 AB0272
 AB0272.The dynamic height is computed by dividing the NAVD 88
 AB0272.geopotential number by the normal gravity value computed on the
 AB0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0272.degrees latitude (g = 980.6199 gals.).
 AB0272
 AB0272.The modeled gravity was interpolated from observed gravity values.
 AB0272
 AB0272;                    North         East    Units  Estimated Accuracy
 AB0272;SPC TX S     - 5,045,260.      402,450.      MT  (+/- 180 meters Scaled)
 AB0272
 AB0272                          SUPERSEDED SURVEY CONTROL
 AB0272
 AB0272  NGVD 29 (??/??/92)    6.92   (m)           22.7    (f) COMPUTED    2 0
 AB0272
 AB0272.Superseded values are not recommended for survey control.
 AB0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0272.See file dsdata.txt to determine how the superseded data were derived.
 AB0272
 AB0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP524844(NAD 83)
 AB0272_MARKER: DD = SURVEY DISK
 AB0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0272_STAMPING: H 5 1929
 AB0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0272+STABILITY: SURFACE MOTION
 AB0272
 AB0272  HISTORY     - Date     Condition        Report By
 AB0272  HISTORY     - 1929     MONUMENTED       USGS
 AB0272  HISTORY     - 1950     GOOD             NGS
 AB0272
 AB0272                          STATION DESCRIPTION
 AB0272
 AB0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0272'IN LOS FRESNOS.
 AB0272'AT LOS FRESNOS, CAMERON COUNTY, AT THE INTERSECTION OF PAREDES LINE
 AB0272'ROAD AND STATE HIGHWAY 100, 52 FEET WEST OF THE CENTERLINE OF THE
 AB0272'ROAD, 36 FEET NORTH OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 6
 AB0272'FEET WEST OF A FIRE HYDRANT, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 AB0272'POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 5
 AB0272'1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0915 ***********************************************************************
 BZ0915  DESIGNATION -  H 50
 BZ0915  PID         -  BZ0915
 BZ0915  STATE/COUNTY-  TX/BELL
 BZ0915  USGS QUAD   -  NOLANVILLE (1995)
 BZ0915
 BZ0915                         *CURRENT SURVEY CONTROL
 BZ0915  ___________________________________________________________________
 BZ0915* NAD 83(1986)-  31 04 24.     (N)    097 34 25.     (W)     SCALED    
 BZ0915* NAVD 88     -       203.876  (meters)     668.88   (feet)  ADJUSTED  
 BZ0915  ___________________________________________________________________
 BZ0915  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ0915  DYNAMIC HT  -         203.605 (meters)     667.99  (feet)  COMP
 BZ0915  MODELED GRAV-     979,310.6   (mgal)                       NAVD 88
 BZ0915
 BZ0915  VERT ORDER  -  FIRST     CLASS II
 BZ0915
 BZ0915.The horizontal coordinates were scaled from a topographic map and have
 BZ0915.an estimated accuracy of +/- 6 seconds.
 BZ0915
 BZ0915.The orthometric height was determined by differential leveling
 BZ0915.and adjusted by the National Geodetic Survey in June 1991..
 BZ0915
 BZ0915.The geoid height was determined by GEOID03.
 BZ0915
 BZ0915.The dynamic height is computed by dividing the NAVD 88
 BZ0915.geopotential number by the normal gravity value computed on the
 BZ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0915.degrees latitude (g = 980.6199 gals.).
 BZ0915
 BZ0915.The modeled gravity was interpolated from observed gravity values.
 BZ0915
 BZ0915;                    North         East    Units  Estimated Accuracy
 BZ0915;SPC TX C     - 3,159,200.      963,310.      MT  (+/- 180 meters Scaled)
 BZ0915
 BZ0915                          SUPERSEDED SURVEY CONTROL
 BZ0915
 BZ0915  NGVD 29 (??/??/92)  203.811  (m)          668.67   (f) ADJ UNCH    1 2
 BZ0915
 BZ0915.Superseded values are not recommended for survey control.
 BZ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0915.See file dsdata.txt to determine how the superseded data were derived.
 BZ0915
 BZ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV360386(NAD 83)
 BZ0915_MARKER: DB = BENCH MARK DISK
 BZ0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0915_STAMPING: H 50 1953
 BZ0915_MARK LOGO: CGS   
 BZ0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0915+STABILITY: SURFACE MOTION
 BZ0915
 BZ0915  HISTORY     - Date     Condition        Report By
 BZ0915  HISTORY     - 1953     MONUMENTED       CGS
 BZ0915  HISTORY     - 1957     GOOD             DOD
 BZ0915  HISTORY     - 1983     GOOD             NGS
 BZ0915
 BZ0915                          STATION DESCRIPTION
 BZ0915
 BZ0915'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0915'2.0 MI E FROM NOLANVILLE.
 BZ0915'2.0 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0915'STATION AT NOLANVILLE, BELL COUNTY, AT A PRIVATE-ROAD CROSSING, 89
 BZ0915'FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 33 FEET SOUTHEAST OF THE
 BZ0915'SOUTHEAST RAIL, 15 FEET NORTHWEST OF A FENCE, 10.5 FEET NORTHEAST OF A
 BZ0915'POLE, IN LINE WITH THE ROW OF POLES AND 2.6 FEET SOUTHWEST OF A WHITE
 BZ0915'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BZ0915'0.9 FOOT ABOVE GROUND.
 BZ0915
 BZ0915                          STATION RECOVERY (1983)
 BZ0915
 BZ0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0035 ***********************************************************************
 AJ0035  DESIGNATION -  H 50
 AJ0035  PID         -  AJ0035
 AJ0035  STATE/COUNTY-  TX/DUVAL
 AJ0035  USGS QUAD   -  SAN DIEGO (1963)
 AJ0035
 AJ0035                         *CURRENT SURVEY CONTROL
 AJ0035  ___________________________________________________________________
 AJ0035* NAD 83(1986)-  27 45 49.     (N)    098 14 20.     (W)     SCALED    
 AJ0035* NAVD 88     -        95.087  (meters)     311.96   (feet)  ADJUSTED  
 AJ0035  ___________________________________________________________________
 AJ0035  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AJ0035  DYNAMIC HT  -          94.939 (meters)     311.48  (feet)  COMP
 AJ0035  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 AJ0035
 AJ0035  VERT ORDER  -  FIRST     CLASS II
 AJ0035
 AJ0035.The horizontal coordinates were scaled from a topographic map and have
 AJ0035.an estimated accuracy of +/- 6 seconds.
 AJ0035
 AJ0035.The orthometric height was determined by differential leveling
 AJ0035.and adjusted by the National Geodetic Survey in June 1991..
 AJ0035.WARNING-Repeat measurements at this control monument indicate possible
 AJ0035.vertical movement.
 AJ0035
 AJ0035.The geoid height was determined by GEOID03.
 AJ0035
 AJ0035.The dynamic height is computed by dividing the NAVD 88
 AJ0035.geopotential number by the normal gravity value computed on the
 AJ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0035.degrees latitude (g = 980.6199 gals.).
 AJ0035
 AJ0035.The modeled gravity was interpolated from observed gravity values.
 AJ0035
 AJ0035;                    North         East    Units  Estimated Accuracy
 AJ0035;SPC TX S     - 5,232,360.      325,740.      MT  (+/- 180 meters Scaled)
 AJ0035
 AJ0035                          SUPERSEDED SURVEY CONTROL
 AJ0035
 AJ0035  NGVD 29 (??/??/92)   95.172  (m)          312.24   (f) ADJ UNCH    1 2
 AJ0035
 AJ0035.Superseded values are not recommended for survey control.
 AJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0035.See file dsdata.txt to determine how the superseded data were derived.
 AJ0035
 AJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR749712(NAD 83)
 AJ0035_MARKER: DD = SURVEY DISK
 AJ0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0035_SP_SET: STEP
 AJ0035_STAMPING: TEXAS 1923 H 50
 AJ0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0035
 AJ0035  HISTORY     - Date     Condition        Report By
 AJ0035  HISTORY     - 1923     MONUMENTED       USGS
 AJ0035  HISTORY     - 1942     GOOD             NGS
 AJ0035
 AJ0035                          STATION DESCRIPTION
 AJ0035
 AJ0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AJ0035'IN SAN DIEGO.
 AJ0035'BENCH MARK IS SET HORIZONTALLY NEAR THE WEST EDGE OF THE TOP CONCRETE
 AJ0035'STEP AT THE WEST ENTRANCE TO THE COURT HOUSE AT SAN DIEGO AND AOBUT
 AJ0035'THE CENTER OF STEP.  A STD. U.S. GEOLOGICAL SURVEY DISK SET IN DRILL
 AJ0035'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5973 ***********************************************************************
 AW5973  DESIGNATION -  H 50 TX
 AW5973  PID         -  AW5973
 AW5973  STATE/COUNTY-  TX/GALVESTON
 AW5973  USGS QUAD   -  GALVESTON (1994)
 AW5973
 AW5973                         *CURRENT SURVEY CONTROL
 AW5973  ___________________________________________________________________
 AW5973* NAD 83(1993)-  29 15 01.55289(N)    094 51 11.10981(W)     ADJUSTED  
 AW5973* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 AW5973  ___________________________________________________________________
 AW5973  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW5973  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW5973
 AW5973  HORZ ORDER  -  THIRD
 AW5973
 AW5973.The horizontal coordinates were established by classical geodetic methods
 AW5973.and adjusted by the National Geodetic Survey in February 1996..
 AW5973
 AW5973.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5973
 AW5973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5973
 AW5973.The geoid height was determined by GEOID03.
 AW5973
 AW5973;                    North         East     Units Scale Factor Converg.
 AW5973;SPC TXSC     - 4,164,196.757 1,002,953.807   MT  0.99986432   +2 01 53.9
 AW5973;SPC TXSC     -13,662,035.53  3,290,524.28   sFT  0.99986432   +2 01 53.9
 AW5973;UTM  15      - 3,237,154.962   319,929.792   MT  1.00000013   -0 54 20.6
 AW5973
 AW5973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5973!SPC TXSC     -   1.00000334  x   0.99986432  =   0.99986766
 AW5973!UTM  15      -   1.00000334  x   1.00000013  =   1.00000347
 AW5973
 AW5973:                Primary Azimuth Mark                     Grid Az
 AW5973:SPC TXSC     -  GALVESTON MOODY METH CH SPIRE            046 05 46.6
 AW5973:UTM  15      -  GALVESTON MOODY METH CH SPIRE            049 02 01.1
 AW5973
 AW5973|---------------------------------------------------------------------|
 AW5973| PID    Reference Object                     Distance      Geod. Az  |
 AW5973|                                                           dddmmss.s |
 AW5973| AW5970 GALVESTON MOODY METH CH SPIRE       APPROX. 4.1 KM 0480740.5 |
 AW5973| AW5795 ROBINSON                            APPROX. 1.7 KM 2375839.8 |
 AW5973| AW5807 GALVESTON CABLE TV MAST             APPROX. 5.8 KM 2515250.2 |
 AW5973|---------------------------------------------------------------------|
 AW5973
 AW5973                          SUPERSEDED SURVEY CONTROL
 AW5973
 AW5973  NAD 83(1986)-  29 15 01.56755(N)    094 51 11.09013(W) AD(       ) 3
 AW5973  NAD 27      -  29 15 00.70935(N)    094 51 10.38241(W) AD(       ) 3
 AW5973  NGVD 29 (07/19/86)    5.3    (m)           17.     (f) VERT ANG       
 AW5973
 AW5973.Superseded values are not recommended for survey control.
 AW5973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5973.See file dsdata.txt to determine how the superseded data were derived.
 AW5973
 AW5973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1993037155(NAD 83)
 AW5973_MARKER: DD = SURVEY DISK
 AW5973_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW5973+WITH SETTING: PAVEMENT
 AW5973_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5973+STABILITY: SURFACE MOTION
 AW5973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5973+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 AW5973
 AW5973  HISTORY     - Date     Condition        Report By
 AW5973  HISTORY     - 1979     MONUMENTED       NOS
 AW5973  HISTORY     - 1982     GOOD             NOS
 AW5973  HISTORY     - 19990522 GOOD             USPSQD
 AW5973  HISTORY     - 20020719 GOOD             USPSQD
 AW5973  HISTORY     - 20031207 GOOD             USPSQD
 AW5973  HISTORY     - 20041208 GOOD             USPSQD
 AW5973
 AW5973                          STATION DESCRIPTION
 AW5973
 AW5973'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5973'THE STATION IS LOCATED ON THE GULF COAST FISHING PIER
 AW5973'ON THE SOUTHEAST SIDE OF GALVESTON, JUST OFF THE GALVESTON
 AW5973'SEAWALL.
 AW5973'
 AW5973'TO REACH FROM THE JUNCTION OF 61ST STREET AND SEAWALL
 AW5973'BOULEVARD IN GALVESTON, GO SOUTHWEST ON SEAWALL BOULEVARD FOR
 AW5973'1.95 MILE TO THE GULF COAST FISHING PIER ON THE LEFT AND THE
 AW5973'STATION ON THE SOUTHEAST SIDE OF THE BUILDING
 AW5973'ON THE PIER.
 AW5973'
 AW5973'THE STATION IS A NOS BRASS DISK STAMPED---H 50 TX 1979---,
 AW5973'EPOXIED TO THE CONCRETE PIER.  IT IS 17.8 FEET WEST OF THE EAST
 AW5973'CORNER OF A PLATFORM THAT EXTENDS EASTWARD FROM THE MAIN PART OF
 AW5973'THE PIER, 15 FEET EAST OF THE SOUTH CORNER OF A BUILDING, 9.8
 AW5973'FEET SOUTH OF THE EAST CORNER OF THE BUILDING AND 11.2 FEET
 AW5973'NORTH OF A CORNER WHERE THE PLATFORM JOINS THE MAIN PART OF THE
 AW5973'PIER.
 AW5973'
 AW5973'HEIGHT OF LIGHT SHOWN WAS 1.53 METERS.
 AW5973
 AW5973                          STATION RECOVERY (1982)
 AW5973
 AW5973'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RKM)
 AW5973'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AW5973
 AW5973                          STATION RECOVERY (1999)
 AW5973
 AW5973'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5973'RECOVERED IN GOOD CONDITION.
 AW5973
 AW5973                          STATION RECOVERY (2002)
 AW5973
 AW5973'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW5973'RECOVERED IN GOOD CONDITION.
 AW5973
 AW5973                          STATION RECOVERY (2003)
 AW5973
 AW5973'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5973'RECOVERED IN GOOD CONDITION.
 AW5973
 AW5973                          STATION RECOVERY (2004)
 AW5973
 AW5973'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0955 ***********************************************************************
 BY0955  DESIGNATION -  H 500
 BY0955  PID         -  BY0955
 BY0955  STATE/COUNTY-  TX/POLK
 BY0955  USGS QUAD   -  PLUCK (1980)
 BY0955
 BY0955                         *CURRENT SURVEY CONTROL
 BY0955  ___________________________________________________________________
 BY0955* NAD 83(1986)-  31 05 15.     (N)    094 44 45.     (W)     SCALED    
 BY0955* NAVD 88     -        53.34   (+/-2cm)     175.0    (feet)  VERTCON   
 BY0955  ___________________________________________________________________
 BY0955  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0955
 BY0955  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0955
 BY0955.The horizontal coordinates were scaled from a topographic map and have
 BY0955.an estimated accuracy of +/- 6 seconds.
 BY0955
 BY0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0955.The vertical order pertains to the NGVD 29 superseded value.
 BY0955
 BY0955.The geoid height was determined by GEOID03.
 BY0955
 BY0955;                    North         East    Units  Estimated Accuracy
 BY0955;SPC TX C     - 3,170,890.    1,232,860.      MT  (+/- 180 meters Scaled)
 BY0955
 BY0955                          SUPERSEDED SURVEY CONTROL
 BY0955
 BY0955  NGVD 29 (??/??/92)   53.370  (m)          175.10   (f) ADJ UNCH    2 0
 BY0955
 BY0955.Superseded values are not recommended for survey control.
 BY0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0955.See file dsdata.txt to determine how the superseded data were derived.
 BY0955
 BY0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ334406(NAD 83)
 BY0955_MARKER: DB = BENCH MARK DISK
 BY0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0955_STAMPING: H 500 1949
 BY0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0955+STABILITY: SURFACE MOTION
 BY0955
 BY0955  HISTORY     - Date     Condition        Report By
 BY0955  HISTORY     - 1949     MONUMENTED       CGS
 BY0955  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BY0955
 BY0955                          STATION DESCRIPTION
 BY0955
 BY0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0955'6.0 MI SE FROM WAKEFIELD.
 BY0955'0.5 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BY0955'RAILWAY STATION SIGN AT WAKEFIELD, THENCE 0.4 MILE NORTHEAST ALONG A
 BY0955'PAVED ROAD, THENCE 5.1 MILES EASTERLY ALONG A DIRT ROAD, ABOUT 0.2
 BY0955'MILE NORTHERLY ALONG THE ROAD FROM A FARMHOUSE ON THE NORTHWEST SIDE
 BY0955'OF THE ROAD, 90.5 FEET SOUTH OF THE SOUTH CORNER OF A WOODEN BRIDGE
 BY0955'(IMPASSABLE), 40.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 34.2
 BY0955'FEET EAST OF A 6-INCH TREE WITH A TRIANGULAR BLAZE ON THE NORTHWEST
 BY0955'SIDE OF THE TREE, 5.7 FEET SOUTH OF A TELEPHONE POLE, 7.0 FEET
 BY0955'NORTHWEST OF A 4-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE
 BY0955'NORTHWEST SIDE OF THE TREE, 1.7 FEET NORTHWEST OF A REFERENCE POST,
 BY0955'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BY0955'GROUND.
 BY0955
 BY0955                          STATION RECOVERY (1997)
 BY0955
 BY0955'RECOVERY NOTE BY US POWER SQUADRON 1997
 BY0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0657 ***********************************************************************
 BL0657  DESIGNATION -  H 501
 BL0657  PID         -  BL0657
 BL0657  STATE/COUNTY-  TX/POLK
 BL0657  USGS QUAD   -  CAMDEN (1984)
 BL0657
 BL0657                         *CURRENT SURVEY CONTROL
 BL0657  ___________________________________________________________________
 BL0657* NAD 83(1986)-  30 56 42.     (N)    094 40 25.     (W)     SCALED    
 BL0657* NAVD 88     -        76.33   (+/-2cm)     250.4    (feet)  VERTCON   
 BL0657  ___________________________________________________________________
 BL0657  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BL0657
 BL0657  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0657
 BL0657.The horizontal coordinates were scaled from a topographic map and have
 BL0657.an estimated accuracy of +/- 6 seconds.
 BL0657
 BL0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0657.The vertical order pertains to the NGVD 29 superseded value.
 BL0657
 BL0657.The geoid height was determined by GEOID03.
 BL0657
 BL0657;                    North         East    Units  Estimated Accuracy
 BL0657;SPC TX C     - 3,155,460.    1,240,540.      MT  (+/- 180 meters Scaled)
 BL0657
 BL0657                          SUPERSEDED SURVEY CONTROL
 BL0657
 BL0657  NGVD 29 (??/??/92)   76.341  (m)          250.46   (f) ADJ UNCH    2 0
 BL0657
 BL0657.Superseded values are not recommended for survey control.
 BL0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0657.See file dsdata.txt to determine how the superseded data were derived.
 BL0657
 BL0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ401247(NAD 83)
 BL0657_MARKER: DB = BENCH MARK DISK
 BL0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0657_STAMPING: H 501 1949
 BL0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0657+STABILITY: SURFACE MOTION
 BL0657
 BL0657  HISTORY     - Date     Condition        Report By
 BL0657  HISTORY     - 1949     MONUMENTED       CGS
 BL0657  HISTORY     - 1964     GOOD             NGS
 BL0657  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL0657
 BL0657                          STATION DESCRIPTION
 BL0657
 BL0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BL0657'IN BARNUM.
 BL0657'AT BARNUM, AT A DIRT ROAD LEADING FROM THE HIGHWAY AND CURVING TO THE
 BL0657'EAST, 113.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 61.2 FEET
 BL0657'EAST OF THE NORTHEAST CORNER OF THE POST OFFICE, 19.0 FEET SOUTHEAST
 BL0657'OF THE CENTER LINE OF THE DIRT ROAD, IN A CLUMP OF FIVE OAK TREES, 1.5
 BL0657'FEET SOUTH OF A REFERENCE POST SET IN THE TOP OF A CONCRETE POST
 BL0657'PROJECTING 0.5 FOOT ABOVE THE GROUND.  THIS BENCH MARK WAS RECOVERED
 BL0657'IN GOOD CONDITION AS DESCRIBED.  THE WOODEN WITNESS POST IS GONE.
 BL0657
 BL0657                          STATION RECOVERY (1989)
 BL0657
 BL0657'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BL0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0759 ***********************************************************************
 BL0759  DESIGNATION -  H 502
 BL0759  PID         -  BL0759
 BL0759  STATE/COUNTY-  TX/POLK
 BL0759  USGS QUAD   -  LEGGETT (1984)
 BL0759
 BL0759                         *CURRENT SURVEY CONTROL
 BL0759  ___________________________________________________________________
 BL0759* NAD 83(1986)-  30 47 06.     (N)    094 46 43.     (W)     SCALED    
 BL0759* NAVD 88     -       106.52   (+/-2cm)     349.5    (feet)  VERTCON   
 BL0759  ___________________________________________________________________
 BL0759  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0759
 BL0759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0759
 BL0759.The horizontal coordinates were scaled from a topographic map and have
 BL0759.an estimated accuracy of +/- 6 seconds.
 BL0759
 BL0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0759.The vertical order pertains to the NGVD 29 superseded value.
 BL0759
 BL0759.The geoid height was determined by GEOID03.
 BL0759
 BL0759;                    North         East    Units  Estimated Accuracy
 BL0759;SPC TX C     - 3,137,240.    1,231,410.      MT  (+/- 180 meters Scaled)
 BL0759
 BL0759                          SUPERSEDED SURVEY CONTROL
 BL0759
 BL0759  NGVD 29 (??/??/92)  106.528  (m)          349.50   (f) ADJ UNCH    2 0
 BL0759
 BL0759.Superseded values are not recommended for survey control.
 BL0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0759.See file dsdata.txt to determine how the superseded data were derived.
 BL0759
 BL0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ298071(NAD 83)
 BL0759_MARKER: DB = BENCH MARK DISK
 BL0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0759_STAMPING: H 502 1949
 BL0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0759+STABILITY: SURFACE MOTION
 BL0759
 BL0759  HISTORY     - Date     Condition        Report By
 BL0759  HISTORY     - 1949     MONUMENTED       CGS
 BL0759  HISTORY     - 1980     GOOD             USGS
 BL0759
 BL0759                          STATION DESCRIPTION
 BL0759
 BL0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0759'12.0 MI SE FROM LEGGETT.
 BL0759'7.1 MILES EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BL0759'RAILWAY STATION AT LEGGETT, THENCE 2.1 MILES SOUTH ALONG A DIRT ROAD,
 BL0759'THENCE 2.4 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.4 MILE SOUTH
 BL0759'ALONG A DIRT ROAD, 0.4 MILE SOUTH OF A T-JUNCTION OF DIRT ROADS, ON
 BL0759'THE OUTSIDE OF A CURVE WITH TANGENTS LEADING EAST AND NORTHWEST, AT
 BL0759'THE SUMMIT OF A HILL, 31.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BL0759'21.8 FEET NORTHEAST OF A 12-INCH OAK WITH A TRIANGULAR BLAZE ON THE
 BL0759'NORTH SIDE OF THE TREE, 20.0 FEET SOUTHWEST OF AN 8-INCH PINE WITH A
 BL0759'TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 1.4 FEET NORTH OF A
 BL0759'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0759'ABOVE THE GROUND.
 BL0759
 BL0759                          STATION RECOVERY (1980)
 BL0759
 BL0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BL0759'6.9 MILES EAST ALONG FARM ROAD 942 FROM THE POST OFFICE AT LEGGETT,
 BL0759'THENCE 0.5 MILE SOUTHEAST ALONG A DIRT ROAD, ON THE OUTSIDE OF A
 BL0759'CURVE WITH THE TANGENTS LEADING EAST AND NORTHWEST, AT THE SUMMIT OF
 BL0759'A HILL, 31.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 30.0 FEET
 BL0759'NORTHWEST OF A T-RD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BL0759'FOOT AOBVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0689 ***********************************************************************
 BL0689  DESIGNATION -  H 503
 BL0689  PID         -  BL0689
 BL0689  STATE/COUNTY-  TX/TYLER
 BL0689  USGS QUAD   -  CHESTER (1984)
 BL0689
 BL0689                         *CURRENT SURVEY CONTROL
 BL0689  ___________________________________________________________________
 BL0689* NAD 83(1986)-  30 58 10.     (N)    094 35 40.     (W)     SCALED    
 BL0689* NAVD 88     -        73.28   (+/-2cm)     240.4    (feet)  VERTCON   
 BL0689  ___________________________________________________________________
 BL0689  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL0689
 BL0689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0689
 BL0689.The horizontal coordinates were scaled from a topographic map and have
 BL0689.an estimated accuracy of +/- 6 seconds.
 BL0689
 BL0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0689.The vertical order pertains to the NGVD 29 superseded value.
 BL0689
 BL0689.The geoid height was determined by GEOID03.
 BL0689
 BL0689;                    North         East    Units  Estimated Accuracy
 BL0689;SPC TX C     - 3,158,560.    1,247,960.      MT  (+/- 180 meters Scaled)
 BL0689
 BL0689                          SUPERSEDED SURVEY CONTROL
 BL0689
 BL0689  NGVD 29 (??/??/92)   73.299  (m)          240.48   (f) ADJ UNCH    2 0
 BL0689
 BL0689.Superseded values are not recommended for survey control.
 BL0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0689.See file dsdata.txt to determine how the superseded data were derived.
 BL0689
 BL0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ477273(NAD 83)
 BL0689_MARKER: DB = BENCH MARK DISK
 BL0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0689_STAMPING: H 503 1949
 BL0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0689+STABILITY: SURFACE MOTION
 BL0689
 BL0689  HISTORY     - Date     Condition        Report By
 BL0689  HISTORY     - 1949     MONUMENTED       CGS
 BL0689
 BL0689                          STATION DESCRIPTION
 BL0689
 BL0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0689'3.35 MI NW FROM CHESTER.
 BL0689'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BL0689'THENCE 1.35 MILES NORTHWEST ALONG A DIRT ROAD, 0.35 MILE EAST OF A
 BL0689'T-JUNCTION OF DIRT ROADS, IN LINE WITH A NORTH-SOUTH SECTION LINE
 BL0689'FENCE, 33.0 FEET WEST OF THE CENTER LINE OF A WOODEN GATE, 22.0 FEET
 BL0689'NORTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A 3-WAY CORNER
 BL0689'FENCE POST, 1.4 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 BL0689'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0603 ***********************************************************************
 BY0603  DESIGNATION -  H 504
 BY0603  PID         -  BY0603
 BY0603  STATE/COUNTY-  TX/TYLER
 BY0603  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0603
 BY0603                         *CURRENT SURVEY CONTROL
 BY0603  ___________________________________________________________________
 BY0603* NAD 83(1986)-  31 01 16.     (N)    094 21 40.     (W)     SCALED    
 BY0603* NAVD 88     -        44.89   (+/-2cm)     147.3    (feet)  VERTCON   
 BY0603  ___________________________________________________________________
 BY0603  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BY0603
 BY0603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0603
 BY0603.The horizontal coordinates were scaled from a topographic map and have
 BY0603.an estimated accuracy of +/- 6 seconds.
 BY0603
 BY0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0603.The vertical order pertains to the NGVD 29 superseded value.
 BY0603
 BY0603.The geoid height was determined by GEOID03.
 BY0603
 BY0603;                    North         East    Units  Estimated Accuracy
 BY0603;SPC TX C     - 3,165,450.    1,269,910.      MT  (+/- 180 meters Scaled)
 BY0603
 BY0603                          SUPERSEDED SURVEY CONTROL
 BY0603
 BY0603  NGVD 29 (??/??/92)   44.899  (m)          147.31   (f) ADJ UNCH    2 0
 BY0603
 BY0603.Superseded values are not recommended for survey control.
 BY0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0603.See file dsdata.txt to determine how the superseded data were derived.
 BY0603
 BY0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ700327(NAD 83)
 BY0603_MARKER: DB = BENCH MARK DISK
 BY0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0603_STAMPING: H 504 1949
 BY0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0603+STABILITY: SURFACE MOTION
 BY0603
 BY0603  HISTORY     - Date     Condition        Report By
 BY0603  HISTORY     - 1949     MONUMENTED       TXGS
 BY0603
 BY0603                          STATION DESCRIPTION
 BY0603
 BY0603'DESCRIBED BY TEXAS GEODETIC SURVEY 1949
 BY0603'1.4 MI NE FROM ROCKLAND.
 BY0603'1.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BY0603'RAILWAY STATION AT ROCKLAND, ABOUT 200.0 FEET NORTH OF A FARMHOUSE ON
 BY0603'THE SOUTH SIDE OF THE ROAD, 110.0 FEET NORTH OF THE CENTER LINE OF THE
 BY0603'ROAD, 26.5 FEET EAST OF A 24-INCH SYCAMORE WITH A TRIANGULAR BLAZE ON
 BY0603'THE SOUTH SIDE OF THE TREE, 10.0 FEET NORTHWEST OF THE CENTER LINE OF
 BY0603'A PRIVATE DRIVE LEADING NORTHEAST TO A FARMHOUSE, 1.2 FEET SOUTH OF A
 BY0603'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BY0603'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0077 ***********************************************************************
 BL0077  DESIGNATION -  H 505
 BL0077  PID         -  BL0077
 BL0077  STATE/COUNTY-  TX/TYLER
 BL0077  USGS QUAD   -  COLMESNEIL (1984)
 BL0077
 BL0077                         *CURRENT SURVEY CONTROL
 BL0077  ___________________________________________________________________
 BL0077* NAD 83(1986)-  30 53 26.     (N)    094 28 43.     (W)     SCALED    
 BL0077* NAVD 88     -        94.89   (+/-2cm)     311.3    (feet)  VERTCON   
 BL0077  ___________________________________________________________________
 BL0077  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BL0077
 BL0077  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0077
 BL0077.The horizontal coordinates were scaled from a topographic map and have
 BL0077.an estimated accuracy of +/- 6 seconds.
 BL0077
 BL0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0077.The vertical order pertains to the NGVD 29 superseded value.
 BL0077
 BL0077.The geoid height was determined by GEOID03.
 BL0077
 BL0077;                    North         East    Units  Estimated Accuracy
 BL0077;SPC TX C     - 3,150,400.    1,259,470.      MT  (+/- 180 meters Scaled)
 BL0077
 BL0077                          SUPERSEDED SURVEY CONTROL
 BL0077
 BL0077  NGVD 29 (??/??/92)   94.897  (m)          311.34   (f) ADJ UNCH    2 0
 BL0077
 BL0077.Superseded values are not recommended for survey control.
 BL0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0077.See file dsdata.txt to determine how the superseded data were derived.
 BL0077
 BL0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ586184(NAD 83)
 BL0077_MARKER: DB = BENCH MARK DISK
 BL0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0077_STAMPING: H 505 1949
 BL0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0077+STABILITY: SURFACE MOTION
 BL0077
 BL0077  HISTORY     - Date     Condition        Report By
 BL0077  HISTORY     - 1949     MONUMENTED       CGS
 BL0077
 BL0077                          STATION DESCRIPTION
 BL0077
 BL0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0077'4.75 MI SW FROM COLMESNEIL.
 BL0077'0.6 MILE WEST ALONG FARM ROAD NO. 256 FROM THE JUNCTION OF NO. 256 AND
 BL0077'U.S. HIGHWAY NO. 69 AT COLMESNEIL, THENCE 0.4 MILE WEST ALONG A DIRT
 BL0077'ROAD, THENCE 3.25 MILES SOUTHWEST ALONG A DIRT ROAD, AT A T-JUNCTION
 BL0077'OF DIRT ROADS, 77.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 BL0077'ROAD, 13.0 FEET WEST OF A POINT ON THE PROJECTED CENTER LINE OF THE
 BL0077'ROAD LEADING NORTH, 24.0 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 BL0077'OF THE ED. DAVIS FARMHOUSE, 15.0 FEET EAST OF THE CENTER LINE OF A
 BL0077'GATE, 1.0 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BL0077'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0668 ***********************************************************************
 BL0668  FBN         -  This is a Federal Base Network Control Station.
 BL0668  DESIGNATION -  H 506
 BL0668  PID         -  BL0668
 BL0668  STATE/COUNTY-  TX/TYLER
 BL0668  USGS QUAD   -  CHESTER (1984)
 BL0668
 BL0668                         *CURRENT SURVEY CONTROL
 BL0668  ___________________________________________________________________
 BL0668* NAD 83(1993)-  30 55 31.93676(N)    094 35 47.07561(W)     ADJUSTED  
 BL0668* NAVD 88     -        73.4    (meters)     241.     (feet)  GPS OBS   
 BL0668  ___________________________________________________________________
 BL0668  X           -    -438,849.548 (meters)                     COMP
 BL0668  Y           -  -5,458,665.481 (meters)                     COMP
 BL0668  Z           -   3,258,837.920 (meters)                     COMP
 BL0668  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BL0668  ELLIP HEIGHT-          45.77  (meters)          (05/01/00) GPS OBS
 BL0668  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL0668
 BL0668  HORZ ORDER  -  A
 BL0668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0668  ELLP ORDER  -  THIRD     CLASS I
 BL0668
 BL0668.The horizontal coordinates were established by GPS observations
 BL0668.and adjusted by the National Geodetic Survey in April 1994..
 BL0668
 BL0668.The orthometric height was determined by GPS observations and a
 BL0668.high-resolution geoid model.
 BL0668.The vertical order pertains to the NGVD 29 superseded value.
 BL0668
 BL0668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL0668
 BL0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0668
 BL0668.The ellipsoidal height was determined by GPS observations
 BL0668.and is referenced to NAD 83.
 BL0668
 BL0668.The geoid height was determined by GEOID03.
 BL0668
 BL0668;                    North         East     Units Scale Factor Converg.
 BL0668;SPC TX C     - 3,153,686.371 1,248,018.552   MT  0.99988262   +2 57 17.5
 BL0668;SPC TX C     -10,346,719.37  4,094,540.87   sFT  0.99988262   +2 57 17.5
 BL0668;UTM  15      - 3,422,441.959   347,469.361   MT  0.99988699   -0 49 14.1
 BL0668
 BL0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0668!SPC TX C     -   0.99999281  x   0.99988262  =   0.99987543
 BL0668!UTM  15      -   0.99999281  x   0.99988699  =   0.99987980
 BL0668
 BL0668                          SUPERSEDED SURVEY CONTROL
 BL0668
 BL0668  ELLIP H (05/09/94)   45.93   (m)                       GP(       ) 4 2
 BL0668  ELLIP H (04/21/94)   45.93   (m)                       GP(       ) 3 1
 BL0668  NGVD 29 (??/??/92)   73.388  (m)          240.77   (f) ADJ UNCH    2 0
 BL0668
 BL0668.Superseded values are not recommended for survey control.
 BL0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0668.See file dsdata.txt to determine how the superseded data were derived.
 BL0668
 BL0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4746922442(NAD 83)
 BL0668_MARKER: DB = BENCH MARK DISK
 BL0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0668_SP_SET: CONCRETE POST
 BL0668_STAMPING: H 506 1949
 BL0668_MARK LOGO: CGS   
 BL0668_PROJECTION: FLUSH
 BL0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0668+STABILITY: SURFACE MOTION
 BL0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0668+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2004
 BL0668
 BL0668  HISTORY     - Date     Condition        Report By
 BL0668  HISTORY     - 1949     MONUMENTED       CGS
 BL0668  HISTORY     - 1972     GOOD             NGS
 BL0668  HISTORY     - 1990     GOOD             USPSQD
 BL0668  HISTORY     - 19930326 GOOD             NGS
 BL0668  HISTORY     - 19980122 GOOD             NGS
 BL0668  HISTORY     - 19980213 GOOD             TXDOT
 BL0668  HISTORY     - 20040120 GOOD             GEOLS
 BL0668
 BL0668                          STATION DESCRIPTION
 BL0668
 BL0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0668'0.25 MI E FROM CHESTER.
 BL0668'FROM THE INTERSECTION OF U.S. HWY. 287 AND FARM ROADS 1745 AND 2074 IN
 BL0668'CHESTER, GO EASTERLY ON U.S. HWY. 287 FOR 0.25 MILE TO MARK ON THE
 BL0668'LEFT.  A STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND CONCRETE
 BL0668'POST THAT PROJECTS 8-INCHES AND IS STAMPED H 506 1949.  IT IS 56 FEET
 BL0668'NORTH-NORTHEAST OF THE CENTER-LINE OF U.S. HWY. 287, 14 FEET WEST OF
 BL0668'THE WEST END OF GATE IN CHAIN-LINK FENCE, 1.6 FEET SOUTHEAST OF THE
 BL0668'FENCE-LINE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 BL0668
 BL0668                          STATION RECOVERY (1990)
 BL0668
 BL0668'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BL0668'RECOVERED IN GOOD CONDITION.
 BL0668
 BL0668                          STATION RECOVERY (1993)
 BL0668
 BL0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BL0668'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) EAST-SOUTHEAST OF
 BL0668'CORRIGAN, 24.1 KM (14.95 MI) NORTHWEST OF WOODVILLE, IN CHESTER, IN
 BL0668'GRASS ON THE SOUTHWEST SIDE OF A CHAIN LINK FENCE AROUND A VACANT LOT
 BL0668'AND IN THE HIGHWAY RIGHT-OF-WAY. OWNERSHIP--TEXAS DEPARTMENT OF
 BL0668'TRANSPORTATION.
 BL0668'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM ROAD 1745 WEST
 BL0668'AT THE POST OFFICE IN CHESTER, GO SOUTHEAST ON HIGHWAY 287 FOR 0.38
 BL0668'KM (0.25 MI) TO THE STATION ON THE LEFT JUST BEFORE FARM ROAD 1745
 BL0668'EAST.
 BL0668'THE STATION IS SET IN THE TOP OF 30 CM ROUND CONCRETE POST PROJECTING
 BL0668'10 CM.  IT IS 62.8 M (206.0 FT) NORTHWEST FROM THE CENTER OF FARM
 BL0668'ROAD 1745 EAST, 32.8 M (107.6 FT) NORTH-NORTHWEST FROM A POWER POLE
 BL0668'WITH A TRANSFORMER, 28.8 M (94.5 FT) SOUTHEAST FROM THE METAL POLE
 BL0668'FOR HIGHWAY SIGN -287 NORTH-, 16.2 M (53.1 FT) NORTHEAST FROM THE
 BL0668'CENTER OF HIGHWAY 287, 7.7 M (25.3 FT) NORTHWEST FROM THE SOUTHEAST
 BL0668'GATE POST AT A CORNER IN THE CHAIN LINK FENCE, AND 0.25 M (0.82 FT)
 BL0668'SOUTHWEST FROM A STEEL WITNESS POST IN A CHAIN LINK FENCE.
 BL0668
 BL0668                          STATION RECOVERY (1998)
 BL0668
 BL0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 BL0668'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED ABOUT 24.2 KM
 BL0668'(15.05 MI) EAST-SOUTHEAST FROM CORRIGAN, 24.2 KM (15.05 MI) NORTHWEST
 BL0668'FROM US HIGHWAY 69 IN WOODVILLE, IN CHESTER, AT THE NORTHERLY QUADRANT
 BL0668'OF US HIGHWAY 287 AND FARM ROAD 1745 EAST.  OWNERSHIP--TEXAS
 BL0668'DEPARTMENT OF TRANSPORTATION, 11TH AND BRAZOS, AUSTIN TX 78701, PHONE
 BL0668'512-465-7337.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59
 BL0668'AND US HIGHWAY 287 IN CORRIGAN, GO SOUTHEAST ON US HIGHWAY 287 FOR A
 BL0668'TOTAL OF 24.1 KM (14.95 MI) PASSING THE CHESTER POST OFFICE AND THE
 BL0668'WESTERLY JUNCTION OF FARM ROAD 1745 AT 23.75 KM (14.75 MI) TO THE
 BL0668'EASTERLY JUNCTION OF US HIGHWAY 287 AND FARM ROAD 1745 AHEAD LEFT AND
 BL0668'THE STATION ON LEFT.  THE MARK IS A CGS BENCHMARK DISK IN A 30 CM (12
 BL0668'IN) DIA CONCRETE POST.  THE STATION IS LOCATED 62.8 FT (19.1 M)
 BL0668'NORTHWEST FROM THE CENTER OF FARM ROAD 1745 EAST, 32.8 M (107.6 FT)
 BL0668'NORTH-NORTHWEST FROM A WOOD UTILITY POLE WITH TRANSFORMER, 28.8 M
 BL0668'(94.5 FT) SOUTHEAST FROM A METAL POLE FOR A HIGHWAY SIGN -287 NORTH-,
 BL0668'16.2 M (53.1 FT) NORTHEAST FROM THE CENTER OF US HIGHWAY 287, 7.7 M
 BL0668'(25.3 FT) NORTHWEST FROM THE CORNER AND SOUTHEAST GATEPOST IN A CHAIN
 BL0668'LINK FENCE, 6.3 M (20.7 FT) NORTHEAST FROM THE FACE OF A CONCRETE CURB
 BL0668'FOR A 4 LANE ASPHALT HIGHWAY, AND 0.4 M (1.3 FT) SOUTHWEST FROM A
 BL0668'METAL NGS WITNESS POST IN A FOUR FOOT CHAIN LINK FENCE.
 BL0668
 BL0668                          STATION RECOVERY (1998)
 BL0668
 BL0668'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 BL0668'1993 DESCRIPTION AND -TO REACH- ARE ADEQUATE TO FIND STATION.
 BL0668
 BL0668                          STATION RECOVERY (2004)
 BL0668
 BL0668'RECOVERY NOTE BY GEOPHYSICAL LAND SERVICES 2004 (RAB)
 BL0668'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0579 ***********************************************************************
 BL0579  DESIGNATION -  H 507
 BL0579  PID         -  BL0579
 BL0579  STATE/COUNTY-  TX/POLK
 BL0579  USGS QUAD   -  DALLARDSVILLE (1984)
 BL0579
 BL0579                         *CURRENT SURVEY CONTROL
 BL0579  ___________________________________________________________________
 BL0579* NAD 83(1986)-  30 43 18.     (N)    094 38 46.     (W)     SCALED    
 BL0579* NAVD 88     -        88.21   (+/-2cm)     289.4    (feet)  VERTCON   
 BL0579  ___________________________________________________________________
 BL0579  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0579
 BL0579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0579
 BL0579.The horizontal coordinates were scaled from a topographic map and have
 BL0579.an estimated accuracy of +/- 6 seconds.
 BL0579
 BL0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0579.The vertical order pertains to the NGVD 29 superseded value.
 BL0579
 BL0579.The geoid height was determined by GEOID03.
 BL0579
 BL0579;                    North         East    Units  Estimated Accuracy
 BL0579;SPC TX C     - 3,130,870.    1,244,430.      MT  (+/- 180 meters Scaled)
 BL0579
 BL0579                          SUPERSEDED SURVEY CONTROL
 BL0579
 BL0579  NGVD 29 (??/??/92)   88.212  (m)          289.41   (f) ADJ UNCH    2 0
 BL0579
 BL0579.Superseded values are not recommended for survey control.
 BL0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0579.See file dsdata.txt to determine how the superseded data were derived.
 BL0579
 BL0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP423999(NAD 83)
 BL0579_MARKER: DB = BENCH MARK DISK
 BL0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0579_SP_SET: ABUTMENT
 BL0579_STAMPING: H 507 1949
 BL0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0579
 BL0579  HISTORY     - Date     Condition        Report By
 BL0579  HISTORY     - 1949     MONUMENTED       CGS
 BL0579  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0579
 BL0579                          STATION DESCRIPTION
 BL0579
 BL0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0579'14.7 MI W FROM WOODVILLE.
 BL0579'14.7 MILES WEST ALONG U. S. HIGHWAY NO. 190 FROM THE COURT HOUSE AT
 BL0579'WOODVILLE, SET IN THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE
 BL0579'CONCRETE BRIDGE OVER HICKORY CREEK, 21.0 FEET SOUTHEAST OF THE CENTER
 BL0579'LINE OF THE HIGHWAY, 1.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 BL0579'ABUTMENT, 0.6 MILE SOUTHWEST OF THE CROSSING OF THE HIGHWAY AND THE
 BL0579'CARTER LUMBER TRAM, LEVEL WITH THE HIGHWAY.
 BL0579
 BL0579                          STATION RECOVERY (1990)
 BL0579
 BL0579'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 BL0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0339 ***********************************************************************
 BY0339  DESIGNATION -  H 508
 BY0339  PID         -  BY0339
 BY0339  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0339  USGS QUAD   -  BROADDUS (1984)
 BY0339
 BY0339                         *CURRENT SURVEY CONTROL
 BY0339  ___________________________________________________________________
 BY0339* NAD 83(1986)-  31 19 59.     (N)    094 17 11.     (W)     SCALED    
 BY0339* NAVD 88     -        65.40   (+/-2cm)     214.6    (feet)  VERTCON   
 BY0339  ___________________________________________________________________
 BY0339  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BY0339
 BY0339  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0339
 BY0339.The horizontal coordinates were scaled from a topographic map and have
 BY0339.an estimated accuracy of +/- 6 seconds.
 BY0339
 BY0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0339.The vertical order pertains to the NGVD 29 superseded value.
 BY0339
 BY0339.The geoid height was determined by GEOID03.
 BY0339
 BY0339;                    North         East    Units  Estimated Accuracy
 BY0339;SPC TX C     - 3,200,370.    1,275,150.      MT  (+/- 180 meters Scaled)
 BY0339
 BY0339                          SUPERSEDED SURVEY CONTROL
 BY0339
 BY0339  NGVD 29 (??/??/92)   65.425  (m)          214.65   (f) ADJ UNCH    2 0
 BY0339
 BY0339.Superseded values are not recommended for survey control.
 BY0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0339.See file dsdata.txt to determine how the superseded data were derived.
 BY0339
 BY0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ776672(NAD 83)
 BY0339_MARKER: DB = BENCH MARK DISK
 BY0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0339_STAMPING: H 508 1949
 BY0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0339+STABILITY: SURFACE MOTION
 BY0339
 BY0339  HISTORY     - Date     Condition        Report By
 BY0339  HISTORY     - 1949     MONUMENTED       CGS
 BY0339
 BY0339                          STATION DESCRIPTION
 BY0339
 BY0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0339'2.55 MI N FROM BROADDUS.
 BY0339'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0339'BROADDUS, THENCE 2.1 MILES NORTH ALONG A GRADED DIRT ROAD, AT THE FARM
 BY0339'HOME OF C.F. WASSER, 93.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BY0339'THE HOUSE, 54.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 11.0
 BY0339'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 6.0 FEET NORTHEAST
 BY0339'OF A 20-INCH PECAN TREE, 1.2 FEET EAST OF A REFERENCE POST, AND SET IN
 BY0339'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0475 ***********************************************************************
 BY0475  DESIGNATION -  H 509
 BY0475  PID         -  BY0475
 BY0475  STATE/COUNTY-  TX/NACOGDOCHES
 BY0475  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0475
 BY0475                         *CURRENT SURVEY CONTROL
 BY0475  ___________________________________________________________________
 BY0475* NAD 83(1986)-  31 19 12.     (N)    094 22 44.     (W)     SCALED    
 BY0475* NAVD 88     -        70.77   (+/-2cm)     232.2    (feet)  VERTCON   
 BY0475  ___________________________________________________________________
 BY0475  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BY0475
 BY0475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0475
 BY0475.The horizontal coordinates were scaled from a topographic map and have
 BY0475.an estimated accuracy of +/- 6 seconds.
 BY0475
 BY0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0475.The vertical order pertains to the NGVD 29 superseded value.
 BY0475
 BY0475.The geoid height was determined by GEOID03.
 BY0475
 BY0475;                    North         East    Units  Estimated Accuracy
 BY0475;SPC TX C     - 3,198,450.    1,266,440.      MT  (+/- 180 meters Scaled)
 BY0475
 BY0475                          SUPERSEDED SURVEY CONTROL
 BY0475
 BY0475  NGVD 29 (??/??/92)   70.803  (m)          232.29   (f) ADJ UNCH    2 0
 BY0475
 BY0475.Superseded values are not recommended for survey control.
 BY0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0475.See file dsdata.txt to determine how the superseded data were derived.
 BY0475
 BY0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ687658(NAD 83)
 BY0475_MARKER: DB = BENCH MARK DISK
 BY0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0475_STAMPING: H 509 1949
 BY0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0475+STABILITY: SURFACE MOTION
 BY0475
 BY0475  HISTORY     - Date     Condition        Report By
 BY0475  HISTORY     - 1949     MONUMENTED       CGS
 BY0475  HISTORY     - 1968     GOOD             NGS
 BY0475
 BY0475                          STATION DESCRIPTION
 BY0475
 BY0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BY0475'6.15 MI SE FROM ETOILE.
 BY0475'ABOUT 0.85 MILE SOUTH ALONG F.M. HIGHWAY 226 FROM THE POST OFFICE IN
 BY0475'ETOILE TO STATE HIGHWAY 103, THENCE 5.3 MILES SOUTHEAST ALONG F. M.
 BY0475'HIGHWAY 226 TO SITE OF BENCH MARK, 55 FEET NORTHEAST OF A POWER LINE,
 BY0475'58 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST OF A
 BY0475'METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION 278 + 30.
 BY0475'A C AND GS BENCH MARK DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS
 BY0475'4 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0014 ***********************************************************************
 AJ0014  DESIGNATION -  H 51
 AJ0014  PID         -  AJ0014
 AJ0014  STATE/COUNTY-  TX/JIM WELLS
 AJ0014  USGS QUAD   -  ALICE NORTH (1963)
 AJ0014
 AJ0014                         *CURRENT SURVEY CONTROL
 AJ0014  ___________________________________________________________________
 AJ0014* NAD 83(1986)-  27 45 07.     (N)    098 04 12.     (W)     SCALED    
 AJ0014* NAVD 88     -        61.923  (meters)     203.16   (feet)  ADJUSTED  
 AJ0014  ___________________________________________________________________
 AJ0014  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AJ0014  DYNAMIC HT  -          61.828 (meters)     202.85  (feet)  COMP
 AJ0014  MODELED GRAV-     979,097.7   (mgal)                       NAVD 88
 AJ0014
 AJ0014  VERT ORDER  -  FIRST     CLASS II
 AJ0014
 AJ0014.The horizontal coordinates were scaled from a topographic map and have
 AJ0014.an estimated accuracy of +/- 6 seconds.
 AJ0014
 AJ0014.The orthometric height was determined by differential leveling
 AJ0014.and adjusted by the National Geodetic Survey in June 1991..
 AJ0014.WARNING-Repeat measurements at this control monument indicate possible
 AJ0014.vertical movement.
 AJ0014
 AJ0014.The geoid height was determined by GEOID03.
 AJ0014
 AJ0014.The dynamic height is computed by dividing the NAVD 88
 AJ0014.geopotential number by the normal gravity value computed on the
 AJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0014.degrees latitude (g = 980.6199 gals.).
 AJ0014
 AJ0014.The modeled gravity was interpolated from observed gravity values.
 AJ0014
 AJ0014;                    North         East    Units  Estimated Accuracy
 AJ0014;SPC TX S     - 5,231,110.      342,390.      MT  (+/- 180 meters Scaled)
 AJ0014
 AJ0014                          SUPERSEDED SURVEY CONTROL
 AJ0014
 AJ0014  NGVD 29 (??/??/92)   62.012  (m)          203.45   (f) ADJ UNCH    1 2
 AJ0014
 AJ0014.Superseded values are not recommended for survey control.
 AJ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0014.See file dsdata.txt to determine how the superseded data were derived.
 AJ0014
 AJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR916700(NAD 83)
 AJ0014_MARKER: DD = SURVEY DISK
 AJ0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0014_SP_SET: STEP
 AJ0014_STAMPING: TEXAS-H51-1926 ELEV. 203.55 FT.
 AJ0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0014
 AJ0014  HISTORY     - Date     Condition        Report By
 AJ0014  HISTORY     - 1926     MONUMENTED       USGS
 AJ0014  HISTORY     - 1932     GOOD             NGS
 AJ0014  HISTORY     - 1935     GOOD             NGS
 AJ0014
 AJ0014                          STATION DESCRIPTION
 AJ0014
 AJ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 AJ0014'IN ALICE.
 AJ0014'AT THE SOUTH ENTRANCE TO THE COURT HOUSE IN THE EAST END OF THE SECOND
 AJ0014'STONE STEP UP FROM THE GROUND.
 AJ0014
 AJ0014                          STATION RECOVERY (1935)
 AJ0014
 AJ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 AJ0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5794 ***********************************************************************
 AW5794  DESIGNATION -  H 51 TX
 AW5794  PID         -  AW5794
 AW5794  STATE/COUNTY-  TX/GALVESTON
 AW5794  USGS QUAD   -  
 AW5794
 AW5794                         *CURRENT SURVEY CONTROL
 AW5794  ___________________________________________________________________
 AW5794* NAD 83(1993)-  29 14 33.87764(N)    094 52 09.17494(W)     ADJUSTED  
 AW5794* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 AW5794  ___________________________________________________________________
 AW5794  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AW5794  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW5794
 AW5794  HORZ ORDER  -  THIRD
 AW5794
 AW5794.The horizontal coordinates were established by classical geodetic methods
 AW5794.and adjusted by the National Geodetic Survey in February 1996..
 AW5794
 AW5794.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5794
 AW5794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5794
 AW5794.The geoid height was determined by GEOID03.
 AW5794
 AW5794;                    North         East     Units Scale Factor Converg.
 AW5794;SPC TXSC     - 4,163,289.850 1,001,417.278   MT  0.99986453   +2 01 25.4
 AW5794;SPC TXSC     -13,659,060.12  3,285,483.19   sFT  0.99986453   +2 01 25.4
 AW5794;UTM  15      - 3,236,327.865   318,348.590   MT  1.00000718   -0 54 48.2
 AW5794
 AW5794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5794!SPC TXSC     -   1.00000375  x   0.99986453  =   0.99986828
 AW5794!UTM  15      -   1.00000375  x   1.00000718  =   1.00001093
 AW5794
 AW5794                          SUPERSEDED SURVEY CONTROL
 AW5794
 AW5794  NAD 83(1986)-  29 14 33.89214(N)    094 52 09.15519(W) AD(       ) 3
 AW5794  NAD 27      -  29 14 33.03337(N)    094 52 08.44555(W) AD(       ) 3
 AW5794  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 AW5794
 AW5794.Superseded values are not recommended for survey control.
 AW5794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5794.See file dsdata.txt to determine how the superseded data were derived.
 AW5794
 AW5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1834936328(NAD 83)
 AW5794_MARKER: DD = SURVEY DISK
 AW5794_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW5794_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW5794_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW5794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5794+STABILITY: SURFACE MOTION
 AW5794
 AW5794  HISTORY     - Date     Condition        Report By
 AW5794  HISTORY     - 1979     MONUMENTED       NOS
 AW5794  HISTORY     - 1982     GOOD             NOS
 AW5794  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AW5794  HISTORY     - 20031215 MARK NOT FOUND   USPSQD
 AW5794  HISTORY     - 20050131 MARK NOT FOUND   USPSQD
 AW5794
 AW5794                          STATION DESCRIPTION
 AW5794
 AW5794'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5794'THE STATION IS LOCATED IN GALVESTON TEXAS AT THE SOUTH END OF THE
 AW5794'GALVESTON SEAWALL ON PROPERTY OWNED BY THE MOODY FOUNDATION.
 AW5794'
 AW5794'TO REACH FROM THE JUNCTION OF 61ST STREET AND SEAWALL BOULEVARD
 AW5794'IN GALVESTON GO SOUTHWEST ON SEAWALL BOULEVARD FOR
 AW5794'2.75 MILES TO FARM ROAD 3005 AND A ROAD LEFT.  BEAR LEFT AND
 AW5794'GO SOUTHWESTERLY FOR 0.3 MILE TO THE END OF SEAWALL AND DIM
 AW5794'ROAD TO THE RIGHT OVER SIDEWALK.  TURN RIGHT AND GO NORTHWEST AND
 AW5794'WEST FOR 0.05 MILE TO THE STATION IN A FIELD ON THE RIGHT.
 AW5794'
 AW5794'THE STATION IS AN NOS ALUMINUM DISK STAMPED---H 51 TX 1979---,
 AW5794'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD, CEMENTED IN THE
 AW5794'GROUND AND PROJECTS 4 INCHES.  IT IS 164 FEET NORTH OF A
 AW5794'POWER POLE, 132 FEET WEST OF A POWER POLE WITH TRANSFORMER,
 AW5794'100.8 FEET EAST OF THE MOST NORTHEAST STAKE IN A GROUP OF
 AW5794'SIX AND 7 FEET WEST OF A WOOD WITNESS POST WITH SIGN ATTACHED.
 AW5794'
 AW5794'HEIGHT OF LIGHT SHOWN WAS 1.46 METERS.
 AW5794
 AW5794                          STATION RECOVERY (1982)
 AW5794
 AW5794'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RKM)
 AW5794'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5794
 AW5794                          STATION RECOVERY (1995)
 AW5794
 AW5794'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5794'MARK NOT FOUND.
 AW5794
 AW5794                          STATION RECOVERY (2003)
 AW5794
 AW5794'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5794'MARK NOT FOUND.
 AW5794
 AW5794                          STATION RECOVERY (2005)
 AW5794
 AW5794'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0056 ***********************************************************************
 FM0056  DESIGNATION -  H 511
 FM0056  PID         -  FM0056
 FM0056  STATE/COUNTY-  TX/MOORE
 FM0056  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0056
 FM0056                         *CURRENT SURVEY CONTROL
 FM0056  ___________________________________________________________________
 FM0056* NAD 83(1986)-  35 53 41.     (N)    102 06 22.     (W)     SCALED    
 FM0056* NAVD 88     -      1141.305  (meters)    3744.43   (feet)  ADJUSTED  
 FM0056  ___________________________________________________________________
 FM0056  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FM0056  DYNAMIC HT  -        1139.976 (meters)    3740.07  (feet)  COMP
 FM0056  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 FM0056
 FM0056  VERT ORDER  -  SECOND    CLASS 0
 FM0056
 FM0056.The horizontal coordinates were scaled from a topographic map and have
 FM0056.an estimated accuracy of +/- 6 seconds.
 FM0056
 FM0056.The orthometric height was determined by differential leveling
 FM0056.and adjusted by the National Geodetic Survey in June 1991..
 FM0056
 FM0056.The geoid height was determined by GEOID03.
 FM0056
 FM0056.The dynamic height is computed by dividing the NAVD 88
 FM0056.geopotential number by the normal gravity value computed on the
 FM0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0056.degrees latitude (g = 980.6199 gals.).
 FM0056
 FM0056.The modeled gravity was interpolated from observed gravity values.
 FM0056
 FM0056;                    North         East    Units  Estimated Accuracy
 FM0056;SPC TX N     - 1,210,370.      145,280.      MT  (+/- 180 meters Scaled)
 FM0056
 FM0056                          SUPERSEDED SURVEY CONTROL
 FM0056
 FM0056  NGVD 29 (??/??/92) 1140.740  (m)         3742.58   (f) ADJ UNCH    2 0
 FM0056
 FM0056.Superseded values are not recommended for survey control.
 FM0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0056.See file dsdata.txt to determine how the superseded data were derived.
 FM0056
 FM0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV612761(NAD 83)
 FM0056_MARKER: DB = BENCH MARK DISK
 FM0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0056_STAMPING: H 511 1935
 FM0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0056+STABILITY: SURFACE MOTION
 FM0056
 FM0056  HISTORY     - Date     Condition        Report By
 FM0056  HISTORY     - 1935     MONUMENTED       CGS
 FM0056  HISTORY     - 1952     MARK NOT FOUND   NGS
 FM0056
 FM0056                          STATION DESCRIPTION
 FM0056
 FM0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0056'9.6 MI NW FROM DUMAS.
 FM0056'TO REACH FROM DUMAS COURTHOUSE GO 0.4 MILE NORTH, THENCE 7.2 MILES
 FM0056'WEST, THENCE 2.0 MILES NORTH, ALONG GRADED ROADS, 1.3 MILES SOUTH OF
 FM0056'RANCH HOUSE, ON LEVEL GROUND NEAR FENCE LINE.  68.5 FEET WEST OF
 FM0056'CENTERLINE OF ROAD, 24.7 FEET SOUTH OF FENCE, 74.8 FEET SOUTHWEST OF
 FM0056'INTERSECTION OF CENTERLINES OF CROSS ROADS.
 FM0056
 FM0056                          STATION RECOVERY (1952)
 FM0056
 FM0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FM0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0044 ***********************************************************************
 FM0044  DESIGNATION -  H 512
 FM0044  PID         -  FM0044
 FM0044  STATE/COUNTY-  TX/HARTLEY
 FM0044  USGS QUAD   -  MORAN RANCH (1963)
 FM0044
 FM0044                         *CURRENT SURVEY CONTROL
 FM0044  ___________________________________________________________________
 FM0044* NAD 83(1986)-  35 57 40.     (N)    102 14 55.     (W)     SCALED    
 FM0044* NAVD 88     -      1183.014  (meters)    3881.27   (feet)  ADJUSTED  
 FM0044  ___________________________________________________________________
 FM0044  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 FM0044  DYNAMIC HT  -        1181.638 (meters)    3876.76  (feet)  COMP
 FM0044  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 FM0044
 FM0044  VERT ORDER  -  SECOND    CLASS 0
 FM0044
 FM0044.The horizontal coordinates were scaled from a topographic map and have
 FM0044.an estimated accuracy of +/- 6 seconds.
 FM0044
 FM0044.The orthometric height was determined by differential leveling
 FM0044.and adjusted by the National Geodetic Survey in June 1991..
 FM0044.WARNING-Repeat measurements at this control monument indicate possible
 FM0044.vertical movement.
 FM0044
 FM0044.The geoid height was determined by GEOID03.
 FM0044
 FM0044.The dynamic height is computed by dividing the NAVD 88
 FM0044.geopotential number by the normal gravity value computed on the
 FM0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0044.degrees latitude (g = 980.6199 gals.).
 FM0044
 FM0044.The modeled gravity was interpolated from observed gravity values.
 FM0044
 FM0044;                    North         East    Units  Estimated Accuracy
 FM0044;SPC TX N     - 1,217,820.      132,470.      MT  (+/- 180 meters Scaled)
 FM0044
 FM0044                          SUPERSEDED SURVEY CONTROL
 FM0044
 FM0044  NGVD 29 (??/??/92) 1182.457  (m)         3879.44   (f) ADJ UNCH    2 0
 FM0044
 FM0044.Superseded values are not recommended for survey control.
 FM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0044.See file dsdata.txt to determine how the superseded data were derived.
 FM0044
 FM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV481831(NAD 83)
 FM0044_MARKER: DB = BENCH MARK DISK
 FM0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0044_STAMPING: H 512 1935
 FM0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0044+STABILITY: SURFACE MOTION
 FM0044
 FM0044  HISTORY     - Date     Condition        Report By
 FM0044  HISTORY     - 1935     MONUMENTED       CGS
 FM0044  HISTORY     - 1952     GOOD             NGS
 FM0044  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0044
 FM0044                          STATION DESCRIPTION
 FM0044
 FM0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0044'15.8 MI NE FROM HARTLEY.
 FM0044'9.2 MILES EAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT HARTLEY,
 FM0044'THENCE 2.0 MILES NORTH ALONG A PRIVATE ROAD, THENCE 1.0 MILE NORTH
 FM0044'ACROSS A CULTIVATED FIELD, THENCE 2.1 MILES NORTH ALONG A NORTH AND
 FM0044'SOUTH FENCE, THENCE 1.5 MILES NORTH ALONG A GRADED DIRT ROAD, 33 FEET
 FM0044'WEST OF THE CENTER LINE OF THE ROAD.  51.8 FEET NORTH OF A POWER POLE,
 FM0044'9.7 FEET EAST OF A NORTH AND SOUTH FENCE, 3 FEET NORTH OF A FENCE
 FM0044'LEADING WEST, 1.3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FM0044'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FM0044
 FM0044                          STATION RECOVERY (1963)
 FM0044
 FM0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0171 ***********************************************************************
 GL0171  DESIGNATION -  H 513
 GL0171  PID         -  GL0171
 GL0171  STATE/COUNTY-  TX/MOORE
 GL0171  USGS QUAD   -  EXUM (1965)
 GL0171
 GL0171                         *CURRENT SURVEY CONTROL
 GL0171  ___________________________________________________________________
 GL0171* NAD 83(1986)-  36 01 32.     (N)    102 07 38.     (W)     SCALED    
 GL0171* NAVD 88     -      1142.094  (meters)    3747.02   (feet)  ADJUSTED  
 GL0171  ___________________________________________________________________
 GL0171  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 GL0171  DYNAMIC HT  -        1140.784 (meters)    3742.72  (feet)  COMP
 GL0171  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 GL0171
 GL0171  VERT ORDER  -  SECOND    CLASS 0
 GL0171
 GL0171.The horizontal coordinates were scaled from a topographic map and have
 GL0171.an estimated accuracy of +/- 6 seconds.
 GL0171
 GL0171.The orthometric height was determined by differential leveling
 GL0171.and adjusted by the National Geodetic Survey in June 1991..
 GL0171
 GL0171.The geoid height was determined by GEOID03.
 GL0171
 GL0171.The dynamic height is computed by dividing the NAVD 88
 GL0171.geopotential number by the normal gravity value computed on the
 GL0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0171.degrees latitude (g = 980.6199 gals.).
 GL0171
 GL0171.The modeled gravity was interpolated from observed gravity values.
 GL0171
 GL0171;                    North         East    Units  Estimated Accuracy
 GL0171;SPC TX N     - 1,224,890.      143,470.      MT  (+/- 180 meters Scaled)
 GL0171
 GL0171                          SUPERSEDED SURVEY CONTROL
 GL0171
 GL0171  NGVD 29 (??/??/92) 1141.559  (m)         3745.26   (f) ADJ UNCH    2 0
 GL0171
 GL0171.Superseded values are not recommended for survey control.
 GL0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0171.See file dsdata.txt to determine how the superseded data were derived.
 GL0171
 GL0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV588906(NAD 83)
 GL0171_MARKER: DB = BENCH MARK DISK
 GL0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0171_STAMPING: H-513 1935
 GL0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0171+STABILITY: SURFACE MOTION
 GL0171
 GL0171  HISTORY     - Date     Condition        Report By
 GL0171  HISTORY     - 1935     MONUMENTED       CGS
 GL0171  HISTORY     - 1943     MARK NOT FOUND   NGS
 GL0171
 GL0171                          STATION DESCRIPTION
 GL0171
 GL0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0171'19.4 MI NW FROM DUMAS.
 GL0171'19.4 MILES NORTHWEST OF COURT HOUSE BY ROAD.  BENCHMARK IS LOCATED
 GL0171'ALONG RI RR APPROXIMATELY 0.2 MILE WEST OF GRADED ROAD CROSSING. 375
 GL0171'FEET NORTHWEST OF MILE POST NO. .  36.2 FEET NORTH OF NORTH RAIL. 1.8
 GL0171'FEET SOUTH OF FENCE.
 GL0171
 GL0171                          STATION RECOVERY (1943)
 GL0171
 GL0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 GL0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0143 ***********************************************************************
 GK0143  DESIGNATION -  H 515
 GK0143  PID         -  GK0143
 GK0143  STATE/COUNTY-  TX/OCHILTREE
 GK0143  USGS QUAD   -  SOURDOUGH CREEK NW (1973)
 GK0143
 GK0143                         *CURRENT SURVEY CONTROL
 GK0143  ___________________________________________________________________
 GK0143* NAD 83(1986)-  36 11 21.     (N)    100 59 04.     (W)     SCALED    
 GK0143* NAVD 88     -       921.938  (meters)    3024.72   (feet)  ADJUSTED  
 GK0143  ___________________________________________________________________
 GK0143  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 GK0143  DYNAMIC HT  -         920.949 (meters)    3021.48  (feet)  COMP
 GK0143  MODELED GRAV-     979,529.5   (mgal)                       NAVD 88
 GK0143
 GK0143  VERT ORDER  -  SECOND    CLASS 0
 GK0143
 GK0143.The horizontal coordinates were scaled from a topographic map and have
 GK0143.an estimated accuracy of +/- 6 seconds.
 GK0143
 GK0143.The orthometric height was determined by differential leveling
 GK0143.and adjusted by the National Geodetic Survey in June 1991..
 GK0143.WARNING-Repeat measurements at this control monument indicate possible
 GK0143.vertical movement.
 GK0143
 GK0143.The geoid height was determined by GEOID03.
 GK0143
 GK0143.The dynamic height is computed by dividing the NAVD 88
 GK0143.geopotential number by the normal gravity value computed on the
 GK0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0143.degrees latitude (g = 980.6199 gals.).
 GK0143
 GK0143.The modeled gravity was interpolated from observed gravity values.
 GK0143
 GK0143;                    North         East    Units  Estimated Accuracy
 GK0143;SPC TX N     - 1,242,990.      246,370.      MT  (+/- 180 meters Scaled)
 GK0143
 GK0143                          SUPERSEDED SURVEY CONTROL
 GK0143
 GK0143  NGVD 29 (??/??/92)  921.531  (m)         3023.39   (f) ADJ UNCH    2 0
 GK0143
 GK0143.Superseded values are not recommended for survey control.
 GK0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0143.See file dsdata.txt to determine how the superseded data were derived.
 GK0143
 GK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF215067(NAD 83)
 GK0143_MARKER: DB = BENCH MARK DISK
 GK0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0143_STAMPING: H 515 1935
 GK0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0143+STABILITY: SURFACE MOTION
 GK0143
 GK0143  HISTORY     - Date     Condition        Report By
 GK0143  HISTORY     - 1935     MONUMENTED       CGS
 GK0143  HISTORY     - 1943     POOR             NGS
 GK0143  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0143
 GK0143                          STATION DESCRIPTION
 GK0143
 GK0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0143'9.8 MI E FROM SPEARMAN.
 GK0143'IN OCHILTREE COUNTY, 9.8 MILES EAST, 0.4 MILE SOUTH, AND 2.0 MILES
 GK0143'EAST ALONG GRADED ROADS FROM THE COURTHOUSE AT SPEARMAN, HANSFORD
 GK0143'COUNTY, 2.0 MILES EAST OF THE BLOCK SCHOOL, 1.2 MILES WEST OF A
 GK0143'JUNCTION OF A ROAD LEADING NORTH TO FARNSWORTH, 0.2 MILE WEST OF A
 GK0143'JUNCTION OF A ROAD LEADING SOUTH, 27.5 FEET NORTH OF THE CENTERLINE OF
 GK0143'THE ROAD, AND 1.8 FEET SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD
 GK0143'DISK, STAMPED H 515 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0143
 GK0143                          STATION RECOVERY (1972)
 GK0143
 GK0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0210 ***********************************************************************
 GL0210  DESIGNATION -  H 517
 GL0210  PID         -  GL0210
 GL0210  STATE/COUNTY-  TX/SHERMAN
 GL0210  USGS QUAD   -  STRATFORD (1964)
 GL0210
 GL0210                         *CURRENT SURVEY CONTROL
 GL0210  ___________________________________________________________________
 GL0210* NAD 83(1986)-  36 19 38.     (N)    102 04 19.     (W)     SCALED    
 GL0210* NAVD 88     -      1123.747  (meters)    3686.83   (feet)  ADJUSTED  
 GL0210  ___________________________________________________________________
 GL0210  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 GL0210  DYNAMIC HT  -        1122.506 (meters)    3682.76  (feet)  COMP
 GL0210  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 GL0210
 GL0210  VERT ORDER  -  SECOND    CLASS 0
 GL0210
 GL0210.The horizontal coordinates were scaled from a topographic map and have
 GL0210.an estimated accuracy of +/- 6 seconds.
 GL0210
 GL0210.The orthometric height was determined by differential leveling
 GL0210.and adjusted by the National Geodetic Survey in June 1991..
 GL0210
 GL0210.The geoid height was determined by GEOID03.
 GL0210
 GL0210.The dynamic height is computed by dividing the NAVD 88
 GL0210.geopotential number by the normal gravity value computed on the
 GL0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0210.degrees latitude (g = 980.6199 gals.).
 GL0210
 GL0210.The modeled gravity was interpolated from observed gravity values.
 GL0210
 GL0210;                    North         East    Units  Estimated Accuracy
 GL0210;SPC TX N     - 1,258,340.      148,640.      MT  (+/- 180 meters Scaled)
 GL0210
 GL0210                          SUPERSEDED SURVEY CONTROL
 GL0210
 GL0210.No superseded survey control is available for this station.
 GL0210
 GL0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA628242(NAD 83)
 GL0210_MARKER: DB = BENCH MARK DISK
 GL0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0210_STAMPING: H 517 1935
 GL0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0210+STABILITY: SURFACE MOTION
 GL0210
 GL0210  HISTORY     - Date     Condition        Report By
 GL0210  HISTORY     - 1935     MONUMENTED       CGS
 GL0210  HISTORY     - 1943     GOOD             NGS
 GL0210
 GL0210                          STATION DESCRIPTION
 GL0210
 GL0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0210'0.5 MI S FROM STRATFORD.
 GL0210'THIS MARK IS ABOUT 0.5 MILE SOUTH ALONG THE SANTA FE RAILROAD FROM THE
 GL0210'STATION AT STRATFORD, 0.3 MILE SOUTH OF THE JUNCTION WITH THE ROCK
 GL0210'ISLAND RAILROAD, SET AT A POINT WHERE A FENCE RUNNING
 GL0210'SOUTHWEST-NORTHEAST INTERSECTS THE WEST RIGHT-OF-WAY FENCE, ABOUT 400
 GL0210'FEET SOUTHWEST OF A LARGE TRANSFORMER OF THE TEXAS UTILITY COMPANY,
 GL0210'71.0 FEET WEST OF THE WEST RAIL, 2.0 FEET EAST OF THE WEST
 GL0210'RIGHT-OF-WAY FENCE, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0
 GL0210'FEET SOUTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0345 ***********************************************************************
 GK0345  DESIGNATION -  H 518
 GK0345  PID         -  GK0345
 GK0345  STATE/COUNTY-  TX/HUTCHINSON
 GK0345  USGS QUAD   -  MORSE SE (1974)
 GK0345
 GK0345                         *CURRENT SURVEY CONTROL
 GK0345  ___________________________________________________________________
 GK0345* NAD 83(1986)-  36 02 14.     (N)    101 20 14.     (W)     SCALED    
 GK0345* NAVD 88     -       983.945  (meters)    3228.16   (feet)  ADJUSTED  
 GK0345  ___________________________________________________________________
 GK0345  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 GK0345  DYNAMIC HT  -         982.859 (meters)    3224.60  (feet)  COMP
 GK0345  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 GK0345
 GK0345  VERT ORDER  -  SECOND    CLASS 0
 GK0345
 GK0345.The horizontal coordinates were scaled from a topographic map and have
 GK0345.an estimated accuracy of +/- 6 seconds.
 GK0345
 GK0345.The orthometric height was determined by differential leveling
 GK0345.and adjusted by the National Geodetic Survey in June 1991..
 GK0345
 GK0345.The geoid height was determined by GEOID03.
 GK0345
 GK0345.The dynamic height is computed by dividing the NAVD 88
 GK0345.geopotential number by the normal gravity value computed on the
 GK0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0345.degrees latitude (g = 980.6199 gals.).
 GK0345
 GK0345.The modeled gravity was interpolated from observed gravity values.
 GK0345
 GK0345;                    North         East    Units  Estimated Accuracy
 GK0345;SPC TX N     - 1,226,020.      214,670.      MT  (+/- 180 meters Scaled)
 GK0345
 GK0345                          SUPERSEDED SURVEY CONTROL
 GK0345
 GK0345  NGVD 29 (??/??/92)  983.487  (m)         3226.66   (f) ADJ UNCH    2 0
 GK0345
 GK0345.Superseded values are not recommended for survey control.
 GK0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0345.See file dsdata.txt to determine how the superseded data were derived.
 GK0345
 GK0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE894906(NAD 83)
 GK0345_MARKER: DB = BENCH MARK DISK
 GK0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0345_STAMPING: H 518 1935
 GK0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0345+STABILITY: SURFACE MOTION
 GK0345
 GK0345  HISTORY     - Date     Condition        Report By
 GK0345  HISTORY     - 1935     MONUMENTED       CGS
 GK0345
 GK0345                          STATION DESCRIPTION
 GK0345
 GK0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0345'8.0 MI E FROM MORSE.
 GK0345'IN HUTCHINSON COUNTY, 8.0 MILES EAST ALONG THE SPEARMAN-SUNRAY ROAD
 GK0345'FROM THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 GK0345'1.1 MILES SOUTH OF THE STATION AT MORSE, HANSFORD COUNTY, 0.7 MILE
 GK0345'WEST OF THE FOUR WAY STORE ON STATE HIGHWAY 117, IN THE NORTHEAST
 GK0345'CORNER OF A SCHOOLYARD, 122 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 GK0345'THE SCHOOLHOUSE AT THE JUNCTION OF A ROAD LEADING NORTH, 32.8 FEET
 GK0345'SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND 5.4 FEET WEST
 GK0345'OF A FENCE CORNER.  A STANDARD DISK, STAMPED H 518 1935 AND SET IN THE
 GK0345'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0393 ***********************************************************************
 GK0393  DESIGNATION -  H 519
 GK0393  PID         -  GK0393
 GK0393  STATE/COUNTY-  TX/HUTCHINSON
 GK0393  USGS QUAD   -  MORSE SE (1974)
 GK0393
 GK0393                         *CURRENT SURVEY CONTROL
 GK0393  ___________________________________________________________________
 GK0393* NAD 83(1986)-  36 02 31.     (N)    101 19 02.     (W)     SCALED    
 GK0393* NAVD 88     -       983.174  (meters)    3225.63   (feet)  ADJUSTED  
 GK0393  ___________________________________________________________________
 GK0393  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 GK0393  DYNAMIC HT  -         982.090 (meters)    3222.07  (feet)  COMP
 GK0393  MODELED GRAV-     979,496.8   (mgal)                       NAVD 88
 GK0393
 GK0393  VERT ORDER  -  SECOND    CLASS 0
 GK0393
 GK0393.The horizontal coordinates were scaled from a topographic map and have
 GK0393.an estimated accuracy of +/- 6 seconds.
 GK0393
 GK0393.The orthometric height was determined by differential leveling
 GK0393.and adjusted by the National Geodetic Survey in June 1991..
 GK0393
 GK0393.The geoid height was determined by GEOID03.
 GK0393
 GK0393.The dynamic height is computed by dividing the NAVD 88
 GK0393.geopotential number by the normal gravity value computed on the
 GK0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0393.degrees latitude (g = 980.6199 gals.).
 GK0393
 GK0393.The modeled gravity was interpolated from observed gravity values.
 GK0393
 GK0393;                    North         East    Units  Estimated Accuracy
 GK0393;SPC TX N     - 1,226,550.      216,470.      MT  (+/- 180 meters Scaled)
 GK0393
 GK0393                          SUPERSEDED SURVEY CONTROL
 GK0393
 GK0393  NGVD 29 (??/??/92)  982.716  (m)         3224.13   (f) ADJ UNCH    2 0
 GK0393
 GK0393.Superseded values are not recommended for survey control.
 GK0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0393.See file dsdata.txt to determine how the superseded data were derived.
 GK0393
 GK0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE912910(NAD 83)
 GK0393_MARKER: DB = BENCH MARK DISK
 GK0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0393_STAMPING: H 519 1935
 GK0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0393+STABILITY: SURFACE MOTION
 GK0393
 GK0393  HISTORY     - Date     Condition        Report By
 GK0393  HISTORY     - 1935     MONUMENTED       CGS
 GK0393  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0393
 GK0393                          STATION DESCRIPTION
 GK0393
 GK0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0393'13.6 MI SW FROM SPEARMAN.
 GK0393'IN HUTCHINSON COUNTY, 13.6 MILES SOUTHWEST ALONG STATE HIGHWAY 117
 GK0393'FROM THE COUNTY COURTHOUSE AT SPEARMAN, HANSFORD COUNTY, 0.4 MILE EAST
 GK0393'OF THE FOUR WAY STORE, AT THE EAST CORNER OF A TRIANGULAR PLOT, 64.7
 GK0393'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2.3 FEET EAST OF A
 GK0393'FENCE CORNER.  A STANDARD DISK, STAMPED H 519 1935 AND SET IN THE TOP
 GK0393'OF A CONCRETE POST.
 GK0393
 GK0393                          STATION RECOVERY (1973)
 GK0393
 GK0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0102 ***********************************************************************
 AW0102  DESIGNATION -  H 52
 AW0102  PID         -  AW0102
 AW0102  STATE/COUNTY-  TX/BRAZORIA
 AW0102  USGS QUAD   -  BRAZORIA (1952)
 AW0102
 AW0102                         *CURRENT SURVEY CONTROL
 AW0102  ___________________________________________________________________
 AW0102* NAD 83(1986)-  29 02 42.     (N)    095 34 11.     (W)     SCALED    
 AW0102* NAVD 88     -         9.90   (+/-2cm)      32.5    (feet)  VERTCON   
 AW0102  ___________________________________________________________________
 AW0102  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW0102
 AW0102  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0102
 AW0102.The horizontal coordinates were scaled from a topographic map and have
 AW0102.an estimated accuracy of +/- 6 seconds.
 AW0102
 AW0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0102.The vertical order pertains to the NGVD 29 superseded value.
 AW0102
 AW0102.The geoid height was determined by GEOID03.
 AW0102
 AW0102;                    North         East    Units  Estimated Accuracy
 AW0102;SPC TXSC     - 4,139,180.      934,010.      MT  (+/- 180 meters Scaled)
 AW0102
 AW0102                          SUPERSEDED SURVEY CONTROL
 AW0102
 AW0102  NGVD 29 (??/??/92)    9.923  (m)           32.56   (f) ADJ UNCH    1 1
 AW0102
 AW0102.Superseded values are not recommended for survey control.
 AW0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0102.See file dsdata.txt to determine how the superseded data were derived.
 AW0102
 AW0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN497156(NAD 83)
 AW0102_MARKER: DB = BENCH MARK DISK
 AW0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0102_SP_SET: BUILDING
 AW0102_STAMPING: H 52 1918 ELEV. 32.028 FT.
 AW0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0102+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AW0102
 AW0102  HISTORY     - Date     Condition        Report By
 AW0102  HISTORY     - 1918     MONUMENTED       CGS
 AW0102  HISTORY     - 1972     GOOD             NGS
 AW0102  HISTORY     - 1978     GOOD             NGS
 AW0102  HISTORY     - 19940416 GOOD             USPSQD
 AW0102  HISTORY     - 20010428 GOOD             USPSQD
 AW0102  HISTORY     - 20051015 GOOD             GEOCAC
 AW0102
 AW0102                          STATION DESCRIPTION
 AW0102
 AW0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0102'IN BRAZORIA.
 AW0102'AT BRAZORIA, ALONG THE MISSOURI PACIFIC RAILROAD, SET VERTICALLY IN
 AW0102'THE WEST FACE OF A BRICK WALL OF A STORE BUILDING, 116.0 FEET SOUTH OF
 AW0102'THE SOUTH RAIL, 40.0 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 36,
 AW0102'0.3 FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, AND 3.9 FEET
 AW0102'ABOVE THE SIDEWALK.
 AW0102
 AW0102                          STATION RECOVERY (1978)
 AW0102
 AW0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0102'RECOVERED IN GOOD CONDITION.
 AW0102
 AW0102                          STATION RECOVERY (1994)
 AW0102
 AW0102'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0102'RECOVERED IN GOOD CONDITION.
 AW0102
 AW0102                          STATION RECOVERY (2001)
 AW0102
 AW0102'RECOVERY NOTE BY US POWER SQUADRON 2001
 AW0102'RECOVERED IN GOOD CONDITION.
 AW0102
 AW0102                          STATION RECOVERY (2005)
 AW0102
 AW0102'RECOVERY NOTE BY GEOCACHING 2005 (JCM)
 AW0102'AW0102 APPEARS TO BE IN GOOD CONDITION DESPITE BEING PAINTED OVER TO
 AW0102'MATCH THE COLOR OF THE BUILDING IT IS SET IN.  THE BENCHMARK IS STILL
 AW0102'READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5804 ***********************************************************************
 AW5804  DESIGNATION -  H 52 TX
 AW5804  PID         -  AW5804
 AW5804  STATE/COUNTY-  TX/GALVESTON
 AW5804  USGS QUAD   -  LAKE COMO (1994)
 AW5804
 AW5804                         *CURRENT SURVEY CONTROL
 AW5804  ___________________________________________________________________
 AW5804* NAD 83(1993)-  29 14 02.35761(N)    094 53 00.37102(W)     ADJUSTED  
 AW5804* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 AW5804  ___________________________________________________________________
 AW5804  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW5804  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW5804
 AW5804  HORZ ORDER  -  THIRD
 AW5804
 AW5804.The horizontal coordinates were established by classical geodetic methods
 AW5804.and adjusted by the National Geodetic Survey in February 1996..
 AW5804
 AW5804.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5804
 AW5804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5804
 AW5804.The geoid height was determined by GEOID03.
 AW5804
 AW5804;                    North         East     Units Scale Factor Converg.
 AW5804;SPC TXSC     - 4,162,271.390 1,000,070.031   MT  0.99986478   +2 01 00.3
 AW5804;SPC TXSC     -13,655,718.72  3,281,063.09   sFT  0.99986478   +2 01 00.3
 AW5804;UTM  15      - 3,235,379.635   316,950.725   MT  1.00001348   -0 55 12.3
 AW5804
 AW5804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5804!SPC TXSC     -   1.00000350  x   0.99986478  =   0.99986828
 AW5804!UTM  15      -   1.00000350  x   1.00001348  =   1.00001698
 AW5804
 AW5804:                Primary Azimuth Mark                     Grid Az
 AW5804:SPC TXSC     -  ROBINSON                                 056 36 01.2
 AW5804:UTM  15      -  ROBINSON                                 059 32 13.8
 AW5804
 AW5804|---------------------------------------------------------------------|
 AW5804| PID    Reference Object                     Distance      Geod. Az  |
 AW5804|                                                           dddmmss.s |
 AW5804| AW5795 ROBINSON                            APPROX. 1.7 KM 0583701.5 |
 AW5804| AW5805 H 53 TX                             APPROX. 1.3 KM 2350817.7 |
 AW5804| AW5807 GALVESTON CABLE TV MAST             APPROX. 2.6 KM 2702044.4 |
 AW5804|---------------------------------------------------------------------|
 AW5804
 AW5804                          SUPERSEDED SURVEY CONTROL
 AW5804
 AW5804  NAD 83(1986)-  29 14 02.37183(N)    094 53 00.35152(W) AD(       ) 3
 AW5804  NAD 27      -  29 14 01.51283(N)    094 52 59.63917(W) AD(       ) 3
 AW5804  NGVD 29 (07/19/86)    4.3    (m)           14.     (f) VERT ANG       
 AW5804
 AW5804.Superseded values are not recommended for survey control.
 AW5804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5804.See file dsdata.txt to determine how the superseded data were derived.
 AW5804
 AW5804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1695135380(NAD 83)
 AW5804_MARKER: DD = SURVEY DISK
 AW5804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW5804_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW5804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW5804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5804+STABILITY: SURFACE MOTION
 AW5804
 AW5804  HISTORY     - Date     Condition        Report By
 AW5804  HISTORY     - 1979     MONUMENTED       NOS
 AW5804  HISTORY     - 19890531 MARK NOT FOUND   USPSQD
 AW5804
 AW5804                          STATION DESCRIPTION
 AW5804
 AW5804'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5804'THE STATION IS LOCATED 4 MILES SOUTHWEST OF GALVESTON.
 AW5804'
 AW5804'TO REACH FROM THE JUNCTION OF 61ST STREET AND SEAWALL
 AW5804'BOULEVARD IN GALVESTON, GO SOUTHWEST ON SEAWALL BOULEVARD FOR
 AW5804'2.75 MILES TO FARM ROAD 3005.  CONTINUE SOUTHWEST ON
 AW5804'3005 FOR 1.3 MILES TO A CROSSROAD, 8 MILE ROAD.  TURN
 AW5804'LEFT AND GO SOUTHEAST FOR 0.2 MILE TO A HORSE RENTAL
 AW5804'CONCESSION.  TURN RIGHT AND GO SOUTHWEST BEHIND DUNE LINE
 AW5804'FOR 0.05 MILE TO THE STATION ON THE LEFT AT THE TOP OF
 AW5804'THE DUNE LINE.
 AW5804'
 AW5804'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 52 TX 1979---,
 AW5804'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD AND PROJECTS
 AW5804'3 INCHES.  IT IS 44.8 FEET EAST OF A 6 INCH POST WITH PK NAIL
 AW5804'IN THE TOP, 47 FEET SOUTH OF A 6 INCH POST WITH PK NAIL,
 AW5804'37.4 FEET SOUTHEAST OF A 6 INCH POST WITH PK NAIL AND 3.3 FEET
 AW5804'SOUTH OF A WOODEN WITNESS POST WITH SIGN ATTACHED.
 AW5804'
 AW5804'HEIGHT OF LIGHT SHOWN WAS 1.35 METERS.
 AW5804
 AW5804                          STATION RECOVERY (1989)
 AW5804
 AW5804'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW5804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1197 ***********************************************************************
 AY1197  DESIGNATION -  H 520
 AY1197  PID         -  AY1197
 AY1197  STATE/COUNTY-  TX/MEDINA
 AY1197  USGS QUAD   -  TWIN HOLLOW (1969)
 AY1197
 AY1197                         *CURRENT SURVEY CONTROL
 AY1197  ___________________________________________________________________
 AY1197* NAD 83(1986)-  29 33 27.     (N)    099 14 15.     (W)     SCALED    
 AY1197* NAVD 88     -       354.996  (meters)    1164.68   (feet)  POSTED    
 AY1197  ___________________________________________________________________
 AY1197  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AY1197  DYNAMIC HT  -         354.470 (meters)    1162.96  (feet)  COMP
 AY1197  MODELED GRAV-     979,160.1   (mgal)                       NAVD 88
 AY1197
 AY1197  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1197
 AY1197.The horizontal coordinates were scaled from a topographic map and have
 AY1197.an estimated accuracy of +/- 6 seconds.
 AY1197
 AY1197.The orthometric height was determined by differential leveling
 AY1197.and adjusted by the National Geodetic Survey in 1992..
 AY1197.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1197.rate of 0.0 thru 1.0 mm/km.
 AY1197
 AY1197.The geoid height was determined by GEOID03.
 AY1197
 AY1197.The dynamic height is computed by dividing the NAVD 88
 AY1197.geopotential number by the normal gravity value computed on the
 AY1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1197.degrees latitude (g = 980.6199 gals.).
 AY1197
 AY1197.The modeled gravity was interpolated from observed gravity values.
 AY1197
 AY1197;                    North         East    Units  Estimated Accuracy
 AY1197;SPC TXSC     - 4,191,110.      576,990.      MT  (+/- 180 meters Scaled)
 AY1197
 AY1197                          SUPERSEDED SURVEY CONTROL
 AY1197
 AY1197  NGVD 29 (??/??/92)  354.856  (m)         1164.22   (f) ADJ UNCH    2 0
 AY1197
 AY1197.Superseded values are not recommended for survey control.
 AY1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1197.See file dsdata.txt to determine how the superseded data were derived.
 AY1197
 AY1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT769697(NAD 83)
 AY1197_MARKER: DB = BENCH MARK DISK
 AY1197_SETTING: 66 = SET IN ROCK OUTCROP
 AY1197_SP_SET: ROCK
 AY1197_STAMPING: H 520 1953
 AY1197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1197+STABILITY: POSITION/ELEVATION WELL
 AY1197
 AY1197  HISTORY     - Date     Condition        Report By
 AY1197  HISTORY     - 1953     MONUMENTED       CGS
 AY1197  HISTORY     - 1969     MARK NOT FOUND   USGS
 AY1197  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1197  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 AY1197  HISTORY     - 20040124 MARK NOT FOUND   USPSQD
 AY1197
 AY1197                          STATION DESCRIPTION
 AY1197
 AY1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1197'8.0 MI SE FROM TARPLEY.
 AY1197'8.0 MILES SOUTHEAST ALONG FARM ROAD 1888 FROM THE POST OFFICE AT
 AY1197'TARPLEY, IN A ROCKY RAVINE, 41.5 FEET SOUTH OF THE CENTER LINE OF THE
 AY1197'FARM ROAD, 116 FEET SOUTH OF A FENCE, 9 FEET WEST OF THE WEST EDGE OF
 AY1197'A SMALL ROCKY BLUFF, 116 FEET SOUTH OF A WITNESS POST, 1.8 FEET ABOVE
 AY1197'THE GROUND, SET IN THE TOP OF A LARGE FLAT ROCK.
 AY1197
 AY1197                          STATION RECOVERY (1969)
 AY1197
 AY1197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AY1197'MARK NOT FOUND.
 AY1197
 AY1197                          STATION RECOVERY (1995)
 AY1197
 AY1197'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1197'MARK NOT FOUND.
 AY1197
 AY1197                          STATION RECOVERY (2003)
 AY1197
 AY1197'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1197'MARK NOT FOUND.
 AY1197
 AY1197                          STATION RECOVERY (2004)
 AY1197
 AY1197'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 AY1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1432 ***********************************************************************
 FL1432  DESIGNATION -  H 521
 FL1432  PID         -  FL1432
 FL1432  STATE/COUNTY-  TX/MOORE
 FL1432  USGS QUAD   -  POLLARD CREEK (1972)
 FL1432
 FL1432                         *CURRENT SURVEY CONTROL
 FL1432  ___________________________________________________________________
 FL1432* NAD 83(1986)-  35 52 10.     (N)    101 38 58.     (W)     SCALED    
 FL1432* NAVD 88     -      1033.572  (meters)    3390.98   (feet)  ADJUSTED  
 FL1432  ___________________________________________________________________
 FL1432  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FL1432  DYNAMIC HT  -        1032.399 (meters)    3387.13  (feet)  COMP
 FL1432  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 FL1432
 FL1432  VERT ORDER  -  SECOND    CLASS 0
 FL1432
 FL1432.The horizontal coordinates were scaled from a topographic map and have
 FL1432.an estimated accuracy of +/- 6 seconds.
 FL1432
 FL1432.The orthometric height was determined by differential leveling
 FL1432.and adjusted by the National Geodetic Survey in June 1991..
 FL1432
 FL1432.The geoid height was determined by GEOID03.
 FL1432
 FL1432.The dynamic height is computed by dividing the NAVD 88
 FL1432.geopotential number by the normal gravity value computed on the
 FL1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1432.degrees latitude (g = 980.6199 gals.).
 FL1432
 FL1432.The modeled gravity was interpolated from observed gravity values.
 FL1432
 FL1432;                    North         East    Units  Estimated Accuracy
 FL1432;SPC TX N     - 1,207,400.      186,500.      MT  (+/- 180 meters Scaled)
 FL1432
 FL1432                          SUPERSEDED SURVEY CONTROL
 FL1432
 FL1432  NGVD 29 (??/??/92) 1033.074  (m)         3389.34   (f) ADJ UNCH    2 0
 FL1432
 FL1432.Superseded values are not recommended for survey control.
 FL1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1432.See file dsdata.txt to determine how the superseded data were derived.
 FL1432
 FL1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE607727(NAD 83)
 FL1432_MARKER: DB = BENCH MARK DISK
 FL1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1432_STAMPING: H 521 1935
 FL1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1432+STABILITY: SURFACE MOTION
 FL1432
 FL1432  HISTORY     - Date     Condition        Report By
 FL1432  HISTORY     - 1935     MONUMENTED       CGS
 FL1432  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 FL1432
 FL1432                          STATION DESCRIPTION
 FL1432
 FL1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1432'14.9 MI NW FROM STINNETT.
 FL1432'14.9 MILES NORTHWEST OF COURTHOUSE BY ROAD.  TO REACH FROM STINNETT
 FL1432'COURTHOUSE GO 13.5 MILES WEST ALONG STATE HIGHWAY NO. 41, THENCE 1.4
 FL1432'MILES NORTH ALONG GRADED ROAD.  27.0 FEET EAST OF CENTERLINE OF ROAD,
 FL1432'8.7 FEET NORTH OF FENCE LINE RUNNING EAST.
 FL1432
 FL1432                          STATION RECOVERY (1950)
 FL1432
 FL1432'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 FL1432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0571 ***********************************************************************
 GK0571  DESIGNATION -  H 523
 GK0571  PID         -  GK0571
 GK0571  STATE/COUNTY-  TX/SHERMAN
 GK0571  USGS QUAD   -  PLEASURE POND (1974)
 GK0571
 GK0571                         *CURRENT SURVEY CONTROL
 GK0571  ___________________________________________________________________
 GK0571* NAD 83(1986)-  36 08 23.     (N)    101 49 44.     (W)     SCALED    
 GK0571* NAVD 88     -      1074.354  (meters)    3524.78   (feet)  ADJUSTED  
 GK0571  ___________________________________________________________________
 GK0571  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 GK0571  DYNAMIC HT  -        1073.152 (meters)    3520.83  (feet)  COMP
 GK0571  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 GK0571
 GK0571  VERT ORDER  -  SECOND    CLASS 0
 GK0571
 GK0571.The horizontal coordinates were scaled from a topographic map and have
 GK0571.an estimated accuracy of +/- 6 seconds.
 GK0571
 GK0571.The orthometric height was determined by differential leveling
 GK0571.and adjusted by the National Geodetic Survey in June 1991..
 GK0571
 GK0571.The geoid height was determined by GEOID03.
 GK0571
 GK0571.The dynamic height is computed by dividing the NAVD 88
 GK0571.geopotential number by the normal gravity value computed on the
 GK0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0571.degrees latitude (g = 980.6199 gals.).
 GK0571
 GK0571.The modeled gravity was interpolated from observed gravity values.
 GK0571
 GK0571;                    North         East    Units  Estimated Accuracy
 GK0571;SPC TX N     - 1,237,430.      170,400.      MT  (+/- 180 meters Scaled)
 GK0571
 GK0571                          SUPERSEDED SURVEY CONTROL
 GK0571
 GK0571  NGVD 29 (??/??/92) 1073.856  (m)         3523.14   (f) ADJ UNCH    2 0
 GK0571
 GK0571.Superseded values are not recommended for survey control.
 GK0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0571.See file dsdata.txt to determine how the superseded data were derived.
 GK0571
 GK0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF454031(NAD 83)
 GK0571_MARKER: DB = BENCH MARK DISK
 GK0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0571_STAMPING: H-523 1935
 GK0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0571+STABILITY: SURFACE MOTION
 GK0571
 GK0571  HISTORY     - Date     Condition        Report By
 GK0571  HISTORY     - 1935     MONUMENTED       CGS
 GK0571  HISTORY     - 1952     MARK NOT FOUND   NGS
 GK0571
 GK0571                          STATION DESCRIPTION
 GK0571
 GK0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0571'8.1 MI N FROM SUNRAY.
 GK0571'TO REACH BENCHMARK FROM POST OFFICE GO NORTH 8.1 MILES ALONG GRADED
 GK0571'ROAD.  BENCHMARK IS LOCATED AT JUNCTION OF ROAD 2.8 MILES EAST OF
 GK0571'SPURLOCK SCHOOL.  268 FEET SOUTHEAST OF SMALL STUCCO RANCH HOUSE. 31.4
 GK0571'FEET NORTH OF ROAD INTERSECTION.  1.5 FEET SOUTH OF NORTH RIGHT-OF-WAY
 GK0571'FENCE.
 GK0571
 GK0571                          STATION RECOVERY (1952)
 GK0571
 GK0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GK0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0813 ***********************************************************************
 AY0813  DESIGNATION -  H 524
 AY0813  PID         -  AY0813
 AY0813  STATE/COUNTY-  TX/BEXAR
 AY0813  USGS QUAD   -  TERRELL WELLS (1992)
 AY0813
 AY0813                         *CURRENT SURVEY CONTROL
 AY0813  ___________________________________________________________________
 AY0813* NAD 83(1986)-  29 16 31.     (N)    098 35 35.     (W)     SCALED    
 AY0813* NAVD 88     -       177.010  (meters)     580.74   (feet)  ADJUSTED  
 AY0813  ___________________________________________________________________
 AY0813  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AY0813  DYNAMIC HT  -         176.755 (meters)     579.90  (feet)  COMP
 AY0813  MODELED GRAV-     979,197.4   (mgal)                       NAVD 88
 AY0813
 AY0813  VERT ORDER  -  FIRST     CLASS II
 AY0813
 AY0813.The horizontal coordinates were scaled from a topographic map and have
 AY0813.an estimated accuracy of +/- 6 seconds.
 AY0813
 AY0813.The orthometric height was determined by differential leveling
 AY0813.and adjusted by the National Geodetic Survey in June 1991..
 AY0813
 AY0813.The geoid height was determined by GEOID03.
 AY0813
 AY0813.The dynamic height is computed by dividing the NAVD 88
 AY0813.geopotential number by the normal gravity value computed on the
 AY0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0813.degrees latitude (g = 980.6199 gals.).
 AY0813
 AY0813.The modeled gravity was interpolated from observed gravity values.
 AY0813
 AY0813;                    North         East    Units  Estimated Accuracy
 AY0813;SPC TXSC     - 4,159,870.      639,540.      MT  (+/- 180 meters Scaled)
 AY0813
 AY0813                          SUPERSEDED SURVEY CONTROL
 AY0813
 AY0813  NGVD 29 (??/??/92)  176.912  (m)          580.42   (f) ADJ UNCH    1 2
 AY0813
 AY0813.Superseded values are not recommended for survey control.
 AY0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0813.See file dsdata.txt to determine how the superseded data were derived.
 AY0813
 AY0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT395385(NAD 83)
 AY0813_MARKER: DB = BENCH MARK DISK
 AY0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0813_STAMPING: H 524 1953
 AY0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0813+STABILITY: SURFACE MOTION
 AY0813
 AY0813  HISTORY     - Date     Condition        Report By
 AY0813  HISTORY     - 1953     MONUMENTED       CGS
 AY0813  HISTORY     - 1985     GOOD             LOCSUR
 AY0813  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 AY0813
 AY0813                          STATION DESCRIPTION
 AY0813
 AY0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0813'5.75 MI SW FROM SAN ANTONIO.
 AY0813'4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 346 (PALO ALTO ROAD) FROM ITS
 AY0813'INTERSECTION WITH CHAVANAUX ROAD AT SAN ANTONIO, THENCE 1.15 MILES
 AY0813'WEST ALONG WATSON ROAD, 107 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 AY0813'93 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 20 FEET WEST
 AY0813'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, IN LINE WITH A ROW OF TREES,
 AY0813'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AY0813'GROUND.
 AY0813
 AY0813                          STATION RECOVERY (1985)
 AY0813
 AY0813'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 AY0813'1.2 MILE WEST OF STATE HIGHWAY 16, 85' AND SOUTH OF WATSON ROAD, 10'
 AY0813'WEST OF PRIVATE DRIVE TO RES. NO 14855.
 AY0813
 AY0813                          STATION RECOVERY (1995)
 AY0813
 AY0813'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0629 ***********************************************************************
 AY0629  DESIGNATION -  H 525
 AY0629  PID         -  AY0629
 AY0629  STATE/COUNTY-  TX/BEXAR
 AY0629  USGS QUAD   -  CULEBRA HILL (1993)
 AY0629
 AY0629                         *CURRENT SURVEY CONTROL
 AY0629  ___________________________________________________________________
 AY0629* NAD 83(1986)-  29 25 19.     (N)    098 42 36.     (W)     SCALED    
 AY0629* NAVD 88     -       235.983  (meters)     774.22   (feet)  POSTED    
 AY0629  ___________________________________________________________________
 AY0629  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AY0629  DYNAMIC HT  -         235.640 (meters)     773.10  (feet)  COMP
 AY0629  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 AY0629
 AY0629  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0629
 AY0629.The horizontal coordinates were scaled from a topographic map and have
 AY0629.an estimated accuracy of +/- 6 seconds.
 AY0629
 AY0629.The orthometric height was determined by differential leveling
 AY0629.and adjusted by the National Geodetic Survey in 1992..
 AY0629.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0629.rate of 0.0 thru 1.0 mm/km.
 AY0629
 AY0629.The geoid height was determined by GEOID03.
 AY0629
 AY0629.The dynamic height is computed by dividing the NAVD 88
 AY0629.geopotential number by the normal gravity value computed on the
 AY0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0629.degrees latitude (g = 980.6199 gals.).
 AY0629
 AY0629.The modeled gravity was interpolated from observed gravity values.
 AY0629
 AY0629;                    North         East    Units  Estimated Accuracy
 AY0629;SPC TXSC     - 4,176,100.      628,140.      MT  (+/- 180 meters Scaled)
 AY0629
 AY0629                          SUPERSEDED SURVEY CONTROL
 AY0629
 AY0629  NGVD 29 (??/??/92)  235.872  (m)          773.86   (f) ADJ UNCH    1 2
 AY0629
 AY0629.Superseded values are not recommended for survey control.
 AY0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0629.See file dsdata.txt to determine how the superseded data were derived.
 AY0629
 AY0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT281547(NAD 83)
 AY0629_MARKER: DB = BENCH MARK DISK
 AY0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0629_STAMPING: H 525 1953
 AY0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0629+STABILITY: SURFACE MOTION
 AY0629
 AY0629  HISTORY     - Date     Condition        Report By
 AY0629  HISTORY     - 1953     MONUMENTED       CGS
 AY0629  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0629  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0629
 AY0629                          STATION DESCRIPTION
 AY0629
 AY0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0629'8.2 MI NW FROM SAN ANTONIO.
 AY0629'5.2 MILES WEST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION WITH LOOP 13
 AY0629'(MILITARY DRIVE) AT SAN ANTONIO, THENCE 3.0 MILES NORTH ALONG CAGNON
 AY0629'ROAD, 15 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A
 AY0629'FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY0629'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0629
 AY0629                          STATION RECOVERY (1986)
 AY0629
 AY0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0629'MARK NOT FOUND.
 AY0629
 AY0629                          STATION RECOVERY (1999)
 AY0629
 AY0629'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0141 ***********************************************************************
 GK0141  DESIGNATION -  H 527
 GK0141  PID         -  GK0141
 GK0141  STATE/COUNTY-  TX/ROBERTS
 GK0141  USGS QUAD   -  SOURDOUGH CREEK SW (1973)
 GK0141
 GK0141                         *CURRENT SURVEY CONTROL
 GK0141  ___________________________________________________________________
 GK0141* NAD 83(1986)-  36 02 33.     (N)    100 57 03.     (W)     SCALED    
 GK0141* NAVD 88     -       909.967  (meters)    2985.45   (feet)  ADJUSTED  
 GK0141  ___________________________________________________________________
 GK0141  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 GK0141  DYNAMIC HT  -         908.994 (meters)    2982.26  (feet)  COMP
 GK0141  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 GK0141
 GK0141  VERT ORDER  -  SECOND    CLASS 0
 GK0141
 GK0141.The horizontal coordinates were scaled from a topographic map and have
 GK0141.an estimated accuracy of +/- 6 seconds.
 GK0141
 GK0141.The orthometric height was determined by differential leveling
 GK0141.and adjusted by the National Geodetic Survey in June 1991..
 GK0141
 GK0141.The geoid height was determined by GEOID03.
 GK0141
 GK0141.The dynamic height is computed by dividing the NAVD 88
 GK0141.geopotential number by the normal gravity value computed on the
 GK0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0141.degrees latitude (g = 980.6199 gals.).
 GK0141
 GK0141.The modeled gravity was interpolated from observed gravity values.
 GK0141
 GK0141;                    North         East    Units  Estimated Accuracy
 GK0141;SPC TX N     - 1,226,730.      249,490.      MT  (+/- 180 meters Scaled)
 GK0141
 GK0141                          SUPERSEDED SURVEY CONTROL
 GK0141
 GK0141  NGVD 29 (??/??/92)  909.575  (m)         2984.16   (f) ADJ UNCH    2 0
 GK0141
 GK0141.Superseded values are not recommended for survey control.
 GK0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0141.See file dsdata.txt to determine how the superseded data were derived.
 GK0141
 GK0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE242904(NAD 83)
 GK0141_MARKER: DB = BENCH MARK DISK
 GK0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0141_STAMPING: H 527 1935
 GK0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0141+STABILITY: SURFACE MOTION
 GK0141
 GK0141  HISTORY     - Date     Condition        Report By
 GK0141  HISTORY     - 1935     MONUMENTED       CGS
 GK0141  HISTORY     - 1948     GOOD             NGS
 GK0141  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0141
 GK0141                          STATION DESCRIPTION
 GK0141
 GK0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 GK0141'9.3 MI S FROM FARNSWORTH.
 GK0141'IN ROBERTS COUNTY, 9.3 MILES SOUTH ALONG A GRADED ROAD FROM THE POST
 GK0141'OFFICE AT FARNSWORTH, OCHILTREE COUNTY, THENCE 1.0 MILE EAST AND 10.1
 GK0141'MILES SOUTH ALONG GRADED ROADS.  6.6 MILES NORTH OF THE JUNCTION OF
 GK0141'THE CANDIAN RIVER ROAD, 1.5 MILES SOUTH OF A WINDMILL, 39.6 FEET WEST
 GK0141'OF THE WEST EDGE OF AN AUTOMOBILE GATE, AND 4.8 FEET SOUTH OF THE
 GK0141'SECTION-LINE FENCE.  A STANDARD DISK, STAMPED H 527 1935 AND SET IN
 GK0141'THE TOP OF A CONCRETE POST.
 GK0141
 GK0141                          STATION RECOVERY (1973)
 GK0141
 GK0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0311 ***********************************************************************
 FM0311  DESIGNATION -  H 528
 FM0311  PID         -  FM0311
 FM0311  STATE/COUNTY-  TX/POTTER
 FM0311  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0311
 FM0311                         *CURRENT SURVEY CONTROL
 FM0311  ___________________________________________________________________
 FM0311* NAD 83(1986)-  35 16 37.     (N)    102 02 57.     (W)     SCALED    
 FM0311* NAVD 88     -      1063.502  (meters)    3489.17   (feet)  ADJUSTED  
 FM0311  ___________________________________________________________________
 FM0311  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 FM0311  DYNAMIC HT  -        1062.240 (meters)    3485.03  (feet)  COMP
 FM0311  MODELED GRAV-     979,411.3   (mgal)                       NAVD 88
 FM0311
 FM0311  VERT ORDER  -  SECOND    CLASS 0
 FM0311
 FM0311.The horizontal coordinates were scaled from a topographic map and have
 FM0311.an estimated accuracy of +/- 6 seconds.
 FM0311
 FM0311.The orthometric height was determined by differential leveling
 FM0311.and adjusted by the National Geodetic Survey in June 1991..
 FM0311
 FM0311.The geoid height was determined by GEOID03.
 FM0311
 FM0311.The dynamic height is computed by dividing the NAVD 88
 FM0311.geopotential number by the normal gravity value computed on the
 FM0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0311.degrees latitude (g = 980.6199 gals.).
 FM0311
 FM0311.The modeled gravity was interpolated from observed gravity values.
 FM0311
 FM0311;                    North         East    Units  Estimated Accuracy
 FM0311;SPC TX N     - 1,141,800.      150,040.      MT  (+/- 180 meters Scaled)
 FM0311
 FM0311                          SUPERSEDED SURVEY CONTROL
 FM0311
 FM0311  NGVD 29 (??/??/92) 1063.024  (m)         3487.60   (f) ADJ UNCH    2 0
 FM0311
 FM0311.Superseded values are not recommended for survey control.
 FM0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0311.See file dsdata.txt to determine how the superseded data were derived.
 FM0311
 FM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV683077(NAD 83)
 FM0311_MARKER: DB = BENCH MARK DISK
 FM0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0311_STAMPING: H-528 1935
 FM0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0311+STABILITY: SURFACE MOTION
 FM0311
 FM0311  HISTORY     - Date     Condition        Report By
 FM0311  HISTORY     - 1935     MONUMENTED       CGS
 FM0311  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0311
 FM0311                          STATION DESCRIPTION
 FM0311
 FM0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0311'6.3 MI N FROM BUSHLAND.
 FM0311'TO REACH BENCHMARK GO 4.9 MILES NORTHWEST ALONG FW AND D RR., THENCEE
 FM0311'1.3 MILES WEST ALONG GRADED ROAD, THENCE 0.4 MILE SOUTH, THENCE 7.45
 FM0311'MILES WEST.  BENCHMARK IS SET AT THE JUNCTION OF ROADS APPROXIMATLEY
 FM0311'0.7 MILE NORTHWEST OF THREE PROMINENT ROCK-CAPPED BUTTES.  BEING 42.0
 FM0311'FEET SOUTH OF CENTER-LINE OF E-W GRADED ROAD.
 FM0311
 FM0311                          STATION RECOVERY (1966)
 FM0311
 FM0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0700 ***********************************************************************
 FL0700  DESIGNATION -  H 529
 FL0700  PID         -  FL0700
 FL0700  STATE/COUNTY-  TX/HUTCHINSON
 FL0700  USGS QUAD   -  PHILLIPS (1978)
 FL0700
 FL0700                         *CURRENT SURVEY CONTROL
 FL0700  ___________________________________________________________________
 FL0700* NAD 83(1986)-  35 44 13.     (N)    101 20 56.     (W)     SCALED    
 FL0700* NAVD 88     -       838.456  (meters)    2750.83   (feet)  ADJUSTED  
 FL0700  ___________________________________________________________________
 FL0700  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FL0700  DYNAMIC HT  -         837.531 (meters)    2747.80  (feet)  COMP
 FL0700  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 FL0700
 FL0700  VERT ORDER  -  SECOND    CLASS 0
 FL0700
 FL0700.The horizontal coordinates were scaled from a topographic map and have
 FL0700.an estimated accuracy of +/- 6 seconds.
 FL0700
 FL0700.The orthometric height was determined by differential leveling
 FL0700.and adjusted by the National Geodetic Survey in June 1991..
 FL0700
 FL0700.The geoid height was determined by GEOID03.
 FL0700
 FL0700.The dynamic height is computed by dividing the NAVD 88
 FL0700.geopotential number by the normal gravity value computed on the
 FL0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0700.degrees latitude (g = 980.6199 gals.).
 FL0700
 FL0700.The modeled gravity was interpolated from observed gravity values.
 FL0700
 FL0700;                    North         East    Units  Estimated Accuracy
 FL0700;SPC TX N     - 1,192,700.      213,670.      MT  (+/- 180 meters Scaled)
 FL0700
 FL0700                          SUPERSEDED SURVEY CONTROL
 FL0700
 FL0700  NGVD 29 (??/??/92)  838.026  (m)         2749.42   (f) ADJ UNCH    2 0
 FL0700
 FL0700.Superseded values are not recommended for survey control.
 FL0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0700.See file dsdata.txt to determine how the superseded data were derived.
 FL0700
 FL0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE875573(NAD 83)
 FL0700_MARKER: DB = BENCH MARK DISK
 FL0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0700_STAMPING: H 529 1935
 FL0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0700+STABILITY: SURFACE MOTION
 FL0700
 FL0700  HISTORY     - Date     Condition        Report By
 FL0700  HISTORY     - 1935     MONUMENTED       CGS
 FL0700  HISTORY     - 1953     GOOD             USGS
 FL0700
 FL0700                          STATION DESCRIPTION
 FL0700
 FL0700'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0700'0.3 MI N FROM BORGER.
 FL0700'0.3 MILE NORTH ALONG A ROAD FROM THE POST OFFICE AT BORGER, THENCE 5.7
 FL0700'MILES NORTHEAST ALONG A GRADED ROAD.  0.5 MILE SOUTHWEST OF A BRIDGE
 FL0700'OVER CANADIAN RIVER, 0.3 MILE SOUTHWEST OF A ROAD JUNCTION, AT A SMALL
 FL0700'HILL, AND 48.7 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 FL0700'DISK, STAMPED H 529 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1233 ***********************************************************************
 AW1233  DESIGNATION -  H 53
 AW1233  PID         -  AW1233
 AW1233  STATE/COUNTY-  TX/BRAZORIA
 AW1233  USGS QUAD   -  DANBURY (1974)
 AW1233
 AW1233                         *CURRENT SURVEY CONTROL
 AW1233  ___________________________________________________________________
 AW1233* NAD 83(1986)-  29 12 12.     (N)    095 22 18.     (W)     SCALED    
 AW1233* NAVD 88     -         5.52   (+/-2cm)      18.1    (feet)  VERTCON   
 AW1233  ___________________________________________________________________
 AW1233  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AW1233
 AW1233  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1233
 AW1233.The horizontal coordinates were scaled from a topographic map and have
 AW1233.an estimated accuracy of +/- 6 seconds.
 AW1233
 AW1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1233.The vertical order pertains to the NGVD 29 superseded value.
 AW1233
 AW1233.The geoid height was determined by GEOID03.
 AW1233
 AW1233;                    North         East    Units  Estimated Accuracy
 AW1233;SPC TXSC     - 4,157,310.      952,740.      MT  (+/- 180 meters Scaled)
 AW1233
 AW1233                          SUPERSEDED SURVEY CONTROL
 AW1233
 AW1233  NGVD 29 (??/??/92)    5.528  (m)           18.14   (f) ADJ UNCH    1 1
 AW1233
 AW1233.Superseded values are not recommended for survey control.
 AW1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1233.See file dsdata.txt to determine how the superseded data were derived.
 AW1233
 AW1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN694328(NAD 83)
 AW1233_MARKER: DB = BENCH MARK DISK
 AW1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1233_STAMPING: H 53 1918 ELEV 18.455 FT.
 AW1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1233+STABILITY: SURFACE MOTION
 AW1233
 AW1233  HISTORY     - Date     Condition        Report By
 AW1233  HISTORY     - 1918     MONUMENTED       CGS
 AW1233  HISTORY     - 1973     GOOD             NGS
 AW1233  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1233  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1233
 AW1233                          STATION DESCRIPTION
 AW1233
 AW1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1233'4.85 MI NE FROM ANGLETON.
 AW1233'4.85 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1233'STATION AT ANGLETON, 50 FEET SOUTH AND ACROSS THE TRACK FROM THE FIRST
 AW1233'POLE EAST OF MILEPOLE 325, 20.5 FEET SOUTH OF THE SOUTH RAIL, 60 1/2
 AW1233'FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 171, 17 FEET WEST OF THE
 AW1233'EXTENDED CENTERLINE OF A DRIVEWAY SOUTH TO A BRICK HOUSE, 1.4 FEET
 AW1233'SOUTH OF A WITNESS POST, ABOUT 7 FEET LOWER THAN THE TRACK, AND SET IN
 AW1233'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 AW1233
 AW1233                          STATION RECOVERY (1978)
 AW1233
 AW1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1233'EXTENSIVE SEARCH WAS MADE BUT NOT RECOVERED, POSSIBLY BRUSHOGED
 AW1233'OR GRADED OUT.
 AW1233
 AW1233                          STATION RECOVERY (1987)
 AW1233
 AW1233'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5805 ***********************************************************************
 AW5805  DESIGNATION -  H 53 TX
 AW5805  PID         -  AW5805
 AW5805  STATE/COUNTY-  TX/GALVESTON
 AW5805  USGS QUAD   -  LAKE COMO (1994)
 AW5805
 AW5805                         *CURRENT SURVEY CONTROL
 AW5805  ___________________________________________________________________
 AW5805* NAD 83(1993)-  29 13 38.99857(N)    094 53 38.59625(W)     ADJUSTED  
 AW5805* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 AW5805  ___________________________________________________________________
 AW5805  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AW5805  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW5805
 AW5805  HORZ ORDER  -  THIRD
 AW5805
 AW5805.The horizontal coordinates were established by classical geodetic methods
 AW5805.and adjusted by the National Geodetic Survey in February 1996..
 AW5805
 AW5805.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5805
 AW5805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5805
 AW5805.The geoid height was determined by GEOID03.
 AW5805
 AW5805;                    North         East     Units Scale Factor Converg.
 AW5805;SPC TXSC     - 4,161,516.458   999,063.770   MT  0.99986499   +2 00 41.6
 AW5805;SPC TXSC     -13,653,241.91  3,277,761.72   sFT  0.99986499   +2 00 41.6
 AW5805;UTM  15      - 3,234,677.142   315,906.950   MT  1.00001821   -0 55 30.3
 AW5805
 AW5805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5805!SPC TXSC     -   1.00000362  x   0.99986499  =   0.99986861
 AW5805!UTM  15      -   1.00000362  x   1.00001821  =   1.00002183
 AW5805
 AW5805:                Primary Azimuth Mark                     Grid Az
 AW5805:SPC TXSC     -  H 55 TX                                  233 37 49.3
 AW5805:UTM  15      -  H 55 TX                                  236 34 01.2
 AW5805
 AW5805|---------------------------------------------------------------------|
 AW5805| PID    Reference Object                     Distance      Geod. Az  |
 AW5805|                                                           dddmmss.s |
 AW5805| AW5806 H 55 TX                             APPROX. 1.7 KM 2353830.9 |
 AW5805| AW5807 GALVESTON CABLE TV MAST             APPROX. 1.7 KM 2953310.6 |
 AW5805|---------------------------------------------------------------------|
 AW5805
 AW5805                          SUPERSEDED SURVEY CONTROL
 AW5805
 AW5805  NAD 83(1986)-  29 13 39.01255(N)    094 53 38.57700(W) AD(       ) 3
 AW5805  NAD 27      -  29 13 38.15361(N)    094 53 37.86241(W) AD(       ) 3
 AW5805  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG       
 AW5805
 AW5805.Superseded values are not recommended for survey control.
 AW5805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5805.See file dsdata.txt to determine how the superseded data were derived.
 AW5805
 AW5805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1590734677(NAD 83)
 AW5805_MARKER: DD = SURVEY DISK
 AW5805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW5805_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW5805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW5805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5805+STABILITY: SURFACE MOTION
 AW5805
 AW5805  HISTORY     - Date     Condition        Report By
 AW5805  HISTORY     - 1979     MONUMENTED       NOS
 AW5805  HISTORY     - 19890531 MARK NOT FOUND   USPSQD
 AW5805
 AW5805                          STATION DESCRIPTION
 AW5805
 AW5805'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5805'THE STATION IS LOCATED FIVE MILES SOUTHWEST OF GALVESTON.
 AW5805'
 AW5805'TO REACH FROM THE JUNCTION OF 61ST STREET AND SEAWALL BOULEVARD
 AW5805'IN GALVESTON GO SOUTHWEST ON SEAWALL BOULEVARD FOR 2.75 MILE
 AW5805'TO FARM ROAD 3005, CONTINUE SOUTHWEST ON 3005 FOR 2.1 MILES
 AW5805'TO A SAND ROAD LEFT AND SIGN, WEST BEACH LANDING NO 2.
 AW5805'TURN LEFT AND GO SOUTHEAST FOR 0.15 MILE ON SAND ROAD TO A
 AW5805'T-ROAD.  TURN RIGHT AND GO SOUTHWEST ON SAND ROAD FOR 0.05 MILE
 AW5805'TO END OF ROAD AND STATION ON DUNE LINE ABOUT 50 YARDS
 AW5805'SOUTHEAST.
 AW5805'
 AW5805'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 53 TX 1979---,
 AW5805'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD CEMENTED IN
 AW5805'THE GROUND AND PROJECTING 6 INCHES.  IT IS 16.4 FEET NORTHEAST
 AW5805'OF A 4 INCH WOOD POST, 10.9 FEET SOUTHWEST OF THE MOST
 AW5805'SOUTHEASTERLY POST OF A FENCE LINE AND 3.2 FEET SOUTH OF A WITNESS
 AW5805'POST WITH SIGN ATTACHED.
 AW5805'
 AW5805'HEIGHT OF LIGHT SHOWN WAS 1.31 METERS.
 AW5805
 AW5805                          STATION RECOVERY (1989)
 AW5805
 AW5805'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW5805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0386 ***********************************************************************
 FM0386  DESIGNATION -  H 531
 FM0386  PID         -  FM0386
 FM0386  STATE/COUNTY-  TX/OLDHAM
 FM0386  USGS QUAD   -  ALAMOCITOS CAMP (1966)
 FM0386
 FM0386                         *CURRENT SURVEY CONTROL
 FM0386  ___________________________________________________________________
 FM0386* NAD 83(1986)-  35 29 01.     (N)    102 36 25.     (W)     SCALED    
 FM0386* NAVD 88     -      1086.967  (meters)    3566.16   (feet)  ADJUSTED  
 FM0386  ___________________________________________________________________
 FM0386  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 FM0386  DYNAMIC HT  -        1085.693 (meters)    3561.98  (feet)  COMP
 FM0386  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 FM0386
 FM0386  VERT ORDER  -  SECOND    CLASS 0
 FM0386
 FM0386.The horizontal coordinates were scaled from a topographic map and have
 FM0386.an estimated accuracy of +/- 6 seconds.
 FM0386
 FM0386.The orthometric height was determined by differential leveling
 FM0386.and adjusted by the National Geodetic Survey in June 1991..
 FM0386
 FM0386.The geoid height was determined by GEOID03.
 FM0386
 FM0386.The dynamic height is computed by dividing the NAVD 88
 FM0386.geopotential number by the normal gravity value computed on the
 FM0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0386.degrees latitude (g = 980.6199 gals.).
 FM0386
 FM0386.The modeled gravity was interpolated from observed gravity values.
 FM0386
 FM0386;                    North         East    Units  Estimated Accuracy
 FM0386;SPC TX N     - 1,165,150.       99,560.      MT  (+/- 180 meters Scaled)
 FM0386
 FM0386                          SUPERSEDED SURVEY CONTROL
 FM0386
 FM0386  NGVD 29 (??/??/92) 1086.467  (m)         3564.52   (f) ADJ UNCH    2 0
 FM0386
 FM0386.Superseded values are not recommended for survey control.
 FM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0386.See file dsdata.txt to determine how the superseded data were derived.
 FM0386
 FM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV170293(NAD 83)
 FM0386_MARKER: DB = BENCH MARK DISK
 FM0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0386_STAMPING: H 531 1935
 FM0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0386+STABILITY: SURFACE MOTION
 FM0386
 FM0386  HISTORY     - Date     Condition        Report By
 FM0386  HISTORY     - 1935     MONUMENTED       CGS
 FM0386  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0386
 FM0386                          STATION DESCRIPTION
 FM0386
 FM0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0386'16.1 MI NE FROM ADRIAN.
 FM0386'TO REACH FROM ADRIAN POST OFFICE GO 0.2 MILE NORTH ALONG GRADED ROAD,
 FM0386'THENCE 0.1 MILE EAST ALONG GRADED ROAD, THENCE THROUGH CATTLE GATE AND
 FM0386'ABOUT 15.8 MILES NORTHEAST ALONG TRAIL.  ABOUT 3.9 MILES NORTH OF
 FM0386'ALMASITAS RANCH HOUSE, AND ABOUT 1/2 MILE NORTH WEST OF SMALL POND. IN
 FM0386'NARROW VALLEY AND IN CLUMP OF MESQUITE BRUSH.  23 FEET WEST OF
 FM0386'CENTERLINE OF TRAIL.
 FM0386
 FM0386                          STATION RECOVERY (1966)
 FM0386
 FM0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0521 ***********************************************************************
 EN0521  DESIGNATION -  H 532
 EN0521  PID         -  EN0521
 EN0521  STATE/COUNTY-  TX/RANDALL
 EN0521  USGS QUAD   -  NANCE RANCH (1984)
 EN0521
 EN0521                         *CURRENT SURVEY CONTROL
 EN0521  ___________________________________________________________________
 EN0521* NAD 83(1986)-  34 57 17.     (N)    101 46 31.     (W)     SCALED    
 EN0521* NAVD 88     -      1098.614  (meters)    3604.37   (feet)  ADJUSTED  
 EN0521  ___________________________________________________________________
 EN0521  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 EN0521  DYNAMIC HT  -        1097.283 (meters)    3600.00  (feet)  COMP
 EN0521  MODELED GRAV-     979,385.2   (mgal)                       NAVD 88
 EN0521
 EN0521  VERT ORDER  -  SECOND    CLASS 0
 EN0521
 EN0521.The horizontal coordinates were scaled from a topographic map and have
 EN0521.an estimated accuracy of +/- 6 seconds.
 EN0521
 EN0521.The orthometric height was determined by differential leveling
 EN0521.and adjusted by the National Geodetic Survey in June 1991..
 EN0521
 EN0521.The geoid height was determined by GEOID03.
 EN0521
 EN0521.The dynamic height is computed by dividing the NAVD 88
 EN0521.geopotential number by the normal gravity value computed on the
 EN0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0521.degrees latitude (g = 980.6199 gals.).
 EN0521
 EN0521.The modeled gravity was interpolated from observed gravity values.
 EN0521
 EN0521;                    North         East    Units  Estimated Accuracy
 EN0521;SPC TX N     - 1,105,950.      174,860.      MT  (+/- 180 meters Scaled)
 EN0521
 EN0521                          SUPERSEDED SURVEY CONTROL
 EN0521
 EN0521  NGVD 29 (??/??/92) 1098.142  (m)         3602.82   (f) ADJ UNCH    2 0
 EN0521
 EN0521.Superseded values are not recommended for survey control.
 EN0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0521.See file dsdata.txt to determine how the superseded data were derived.
 EN0521
 EN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD465715(NAD 83)
 EN0521_MARKER: DB = BENCH MARK DISK
 EN0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0521_STAMPING: H 532 1935
 EN0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0521+STABILITY: SURFACE MOTION
 EN0521
 EN0521  HISTORY     - Date     Condition        Report By
 EN0521  HISTORY     - 1935     MONUMENTED       CGS
 EN0521  HISTORY     - 1958     MARK NOT FOUND   NGS
 EN0521  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0521
 EN0521                          STATION DESCRIPTION
 EN0521
 EN0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0521'11.1 MI SE FROM CANYON.
 EN0521'9.0 MILES EAST ALONG PALO DURO DRIVE FROM THE COUNTY COURTHOUSE AT
 EN0521'CANYON, RANDALL COUNTY, THENCE 2.1 MILES SOUTH ALONG A GRADED ROAD.
 EN0521'4.0 MILES SOUTH OF BENCH MARK G 532 DESCRIBED ABOVE, ON THE NORTH SIDE
 EN0521'OF A HILL, 325 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN
 EN0521'BRIDGE, 32 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET WEST OF
 EN0521'THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED H 532 1935 AND
 EN0521'SET IN THE TOP OF A CONCRETE POST.
 EN0521
 EN0521                          STATION RECOVERY (1980)
 EN0521
 EN0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1180 ***********************************************************************
 FL1180  DESIGNATION -  H 533
 FL1180  PID         -  FL1180
 FL1180  STATE/COUNTY-  TX/CARSON
 FL1180  USGS QUAD   -  POMEROY (1953)
 FL1180
 FL1180                         *CURRENT SURVEY CONTROL
 FL1180  ___________________________________________________________________
 FL1180* NAD 83(1986)-  35 29 02.     (N)    101 36 56.     (W)     SCALED    
 FL1180* NAVD 88     -      1063.633  (meters)    3489.60   (feet)  ADJUSTED  
 FL1180  ___________________________________________________________________
 FL1180  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 FL1180  DYNAMIC HT  -        1062.396 (meters)    3485.54  (feet)  COMP
 FL1180  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 FL1180
 FL1180  VERT ORDER  -  SECOND    CLASS 0
 FL1180
 FL1180.The horizontal coordinates were scaled from a topographic map and have
 FL1180.an estimated accuracy of +/- 6 seconds.
 FL1180
 FL1180.The orthometric height was determined by differential leveling
 FL1180.and adjusted by the National Geodetic Survey in June 1991..
 FL1180
 FL1180.The geoid height was determined by GEOID03.
 FL1180
 FL1180.The dynamic height is computed by dividing the NAVD 88
 FL1180.geopotential number by the normal gravity value computed on the
 FL1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1180.degrees latitude (g = 980.6199 gals.).
 FL1180
 FL1180.The modeled gravity was interpolated from observed gravity values.
 FL1180
 FL1180;                    North         East    Units  Estimated Accuracy
 FL1180;SPC TX N     - 1,164,620.      189,520.      MT  (+/- 180 meters Scaled)
 FL1180
 FL1180                          SUPERSEDED SURVEY CONTROL
 FL1180
 FL1180  NGVD 29 (??/??/92) 1063.142  (m)         3487.99   (f) ADJ UNCH    2 0
 FL1180
 FL1180.Superseded values are not recommended for survey control.
 FL1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1180.See file dsdata.txt to determine how the superseded data were derived.
 FL1180
 FL1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE627298(NAD 83)
 FL1180_MARKER: DB = BENCH MARK DISK
 FL1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1180_STAMPING: H-533 1935
 FL1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1180+STABILITY: SURFACE MOTION
 FL1180
 FL1180  HISTORY     - Date     Condition        Report By
 FL1180  HISTORY     - 1935     MONUMENTED       CGS
 FL1180
 FL1180                          STATION DESCRIPTION
 FL1180
 FL1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1180'25.0 MI NE FROM AMARILLO.
 FL1180'25.0 MILES NORTHEAST OF CRI AND G DEPOT BY RAIL BENCHMARK IS LOCATED
 FL1180'ON NORTH EDGE OF VALLEY THROUGH WHICH THE RAILROAD RUNS OVER A LONG
 FL1180'FILL.  135 FEET SOUTHEAST OF MILE POST NO. 25.  117 FEET NORTHEAST OF
 FL1180'PRIVATE ROAD CROSSING.  92 FEET EAST OF EAST RAIL.  4.0 FEET WEST OF
 FL1180'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1044 ***********************************************************************
 FL1044  DESIGNATION -  H 534
 FL1044  PID         -  FL1044
 FL1044  STATE/COUNTY-  TX/CARSON
 FL1044  USGS QUAD   -  ABELL (1965)
 FL1044
 FL1044                         *CURRENT SURVEY CONTROL
 FL1044  ___________________________________________________________________
 FL1044* NAD 83(1986)-  35 23 52.     (N)    101 28 11.     (W)     SCALED    
 FL1044* NAVD 88     -      1063.820  (meters)    3490.22   (feet)  ADJUSTED  
 FL1044  ___________________________________________________________________
 FL1044  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL1044  DYNAMIC HT  -        1062.575 (meters)    3486.13  (feet)  COMP
 FL1044  MODELED GRAV-     979,426.8   (mgal)                       NAVD 88
 FL1044
 FL1044  VERT ORDER  -  SECOND    CLASS 0
 FL1044
 FL1044.The horizontal coordinates were scaled from a topographic map and have
 FL1044.an estimated accuracy of +/- 6 seconds.
 FL1044
 FL1044.The orthometric height was determined by differential leveling
 FL1044.and adjusted by the National Geodetic Survey in June 1991..
 FL1044
 FL1044.The geoid height was determined by GEOID03.
 FL1044
 FL1044.The dynamic height is computed by dividing the NAVD 88
 FL1044.geopotential number by the normal gravity value computed on the
 FL1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1044.degrees latitude (g = 980.6199 gals.).
 FL1044
 FL1044.The modeled gravity was interpolated from observed gravity values.
 FL1044
 FL1044;                    North         East    Units  Estimated Accuracy
 FL1044;SPC TX N     - 1,155,070.      202,750.      MT  (+/- 180 meters Scaled)
 FL1044
 FL1044                          SUPERSEDED SURVEY CONTROL
 FL1044
 FL1044  NGVD 29 (??/??/92) 1063.314  (m)         3488.56   (f) ADJ UNCH    2 0
 FL1044
 FL1044.Superseded values are not recommended for survey control.
 FL1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1044.See file dsdata.txt to determine how the superseded data were derived.
 FL1044
 FL1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE757199(NAD 83)
 FL1044_MARKER: DB = BENCH MARK DISK
 FL1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1044_STAMPING: H-534 1935
 FL1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1044+STABILITY: SURFACE MOTION
 FL1044
 FL1044  HISTORY     - Date     Condition        Report By
 FL1044  HISTORY     - 1935     MONUMENTED       CGS
 FL1044
 FL1044                          STATION DESCRIPTION
 FL1044
 FL1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1044'6.4 MI NW FROM PANHANDLE.
 FL1044'TO REACH BENCHMARK FROM RAILROAD DEPOT GO 6.0 MILES NORTH ALONG P AND
 FL1044'SF RR TO GRADE CROSSING AT SIDING, THENCE WEST ALONG GRADED ROAD 0.4
 FL1044'MILE.  BENCHMARK IS SET AT FIRST CROSS ROAD WEST OF ABELL SIDING ABOUT
 FL1044'0.4 MILE WEST OF GRADE CROSSING AND 0.25 MILE SOUTHWEST OF LARGE WHITE
 FL1044'RANCH HOUSE AROUND WHICH IS WHITE PICKET FENCE.  BEING 163.0 FEET
 FL1044'NORTHEAST OF ROAD INTERSECTION, AND 52.0 FEET NORTH OF CENTER-LINE OF
 FL1044'E-W ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0287 ***********************************************************************
 FM0287  DESIGNATION -  H 535
 FM0287  PID         -  FM0287
 FM0287  STATE/COUNTY-  TX/OLDHAM
 FM0287  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0287
 FM0287                         *CURRENT SURVEY CONTROL
 FM0287  ___________________________________________________________________
 FM0287* NAD 83(1986)-  35 23 41.     (N)    102 15 29.     (W)     SCALED    
 FM0287* NAVD 88     -      1091.689  (meters)    3581.65   (feet)  ADJUSTED  
 FM0287  ___________________________________________________________________
 FM0287  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 FM0287  DYNAMIC HT  -        1090.398 (meters)    3577.41  (feet)  COMP
 FM0287  MODELED GRAV-     979,414.1   (mgal)                       NAVD 88
 FM0287
 FM0287  VERT ORDER  -  SECOND    CLASS 0
 FM0287
 FM0287.The horizontal coordinates were scaled from a topographic map and have
 FM0287.an estimated accuracy of +/- 6 seconds.
 FM0287
 FM0287.The orthometric height was determined by differential leveling
 FM0287.and adjusted by the National Geodetic Survey in June 1991..
 FM0287
 FM0287.The geoid height was determined by GEOID03.
 FM0287
 FM0287.The dynamic height is computed by dividing the NAVD 88
 FM0287.geopotential number by the normal gravity value computed on the
 FM0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0287.degrees latitude (g = 980.6199 gals.).
 FM0287
 FM0287.The modeled gravity was interpolated from observed gravity values.
 FM0287
 FM0287;                    North         East    Units  Estimated Accuracy
 FM0287;SPC TX N     - 1,154,990.      131,140.      MT  (+/- 180 meters Scaled)
 FM0287
 FM0287                          SUPERSEDED SURVEY CONTROL
 FM0287
 FM0287  NGVD 29 (??/??/92) 1091.211  (m)         3580.08   (f) ADJ UNCH    2 0
 FM0287
 FM0287.Superseded values are not recommended for survey control.
 FM0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0287.See file dsdata.txt to determine how the superseded data were derived.
 FM0287
 FM0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV490202(NAD 83)
 FM0287_MARKER: DB = BENCH MARK DISK
 FM0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0287_STAMPING: H 535 1935
 FM0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0287+STABILITY: SURFACE MOTION
 FM0287
 FM0287  HISTORY     - Date     Condition        Report By
 FM0287  HISTORY     - 1935     MONUMENTED       CGS
 FM0287  HISTORY     - 1966     POOR             USGS
 FM0287
 FM0287                          STATION DESCRIPTION
 FM0287
 FM0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0287'15.1 MI NW FROM WILDERADO.
 FM0287'ALONG GRADED ROADS AND TRAILS BETWEEN WILDERADO AND TASCOSA.  TO REACH
 FM0287'FROM WILDERADO POST OFFICE GO 1/2 MILE NORTH ALONG GRADED ROAD, THENCE
 FM0287'0.1 MILE WEST ALONG GRADED ROAD, THENCE 0.6 MILES NORTH ALONG GRADED
 FM0287'ROAD, THENCE 1.8 MILES NORTHEAST ACROSS FIELD TO RANCH HOUSE, THENCE
 FM0287'12.1 MILES NORTHWEST ALONG TRAIL.  0.9 MILE SOUTH OF COTTON WOOD CAMP,
 FM0287'0.5 MILE NORTH OF POINT OF INTERSECTION OF THREE TRAILS, 23 FEET EAST
 FM0287'OF CENTERLINE OF TRAIL.
 FM0287
 FM0287                          STATION RECOVERY (1966)
 FM0287
 FM0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0287'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1301 ***********************************************************************
 FL1301  DESIGNATION -  H 536
 FL1301  PID         -  FL1301
 FL1301  STATE/COUNTY-  TX/POTTER
 FL1301  USGS QUAD   -  MAYER (1973)
 FL1301
 FL1301                         *CURRENT SURVEY CONTROL
 FL1301  ___________________________________________________________________
 FL1301* NAD 83(1986)-  35 15 14.     (N)    101 38 49.     (W)     SCALED    
 FL1301* NAVD 88     -      1080.887  (meters)    3546.21   (feet)  ADJUSTED  
 FL1301  ___________________________________________________________________
 FL1301  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 FL1301  DYNAMIC HT  -        1079.602 (meters)    3541.99  (feet)  COMP
 FL1301  MODELED GRAV-     979,408.5   (mgal)                       NAVD 88
 FL1301
 FL1301  VERT ORDER  -  SECOND    CLASS 0
 FL1301
 FL1301.The horizontal coordinates were scaled from a topographic map and have
 FL1301.an estimated accuracy of +/- 6 seconds.
 FL1301
 FL1301.The orthometric height was determined by differential leveling
 FL1301.and adjusted by the National Geodetic Survey in June 1991..
 FL1301
 FL1301.The geoid height was determined by GEOID03.
 FL1301
 FL1301.The dynamic height is computed by dividing the NAVD 88
 FL1301.geopotential number by the normal gravity value computed on the
 FL1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1301.degrees latitude (g = 980.6199 gals.).
 FL1301
 FL1301.The modeled gravity was interpolated from observed gravity values.
 FL1301
 FL1301;                    North         East    Units  Estimated Accuracy
 FL1301;SPC TX N     - 1,139,110.      186,630.      MT  (+/- 180 meters Scaled)
 FL1301
 FL1301                          SUPERSEDED SURVEY CONTROL
 FL1301
 FL1301  NGVD 29 (??/??/92) 1080.381  (m)         3544.55   (f) ADJ UNCH    2 0
 FL1301
 FL1301.Superseded values are not recommended for survey control.
 FL1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1301.See file dsdata.txt to determine how the superseded data were derived.
 FL1301
 FL1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE591044(NAD 83)
 FL1301_MARKER: DB = BENCH MARK DISK
 FL1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1301_STAMPING: H 536 1935
 FL1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1301+STABILITY: SURFACE MOTION
 FL1301
 FL1301  HISTORY     - Date     Condition        Report By
 FL1301  HISTORY     - 1935     MONUMENTED       CGS
 FL1301  HISTORY     - 1954     MARK NOT FOUND   USGS
 FL1301
 FL1301                          STATION DESCRIPTION
 FL1301
 FL1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1301'1.4 MI W FROM ST FRANCIS.
 FL1301'1.4 MILES WEST OF DEPOT BY RAIL.  ALONG THE SANTE FE RAILROAD, 0.3
 FL1301'MILE EAST OF ROAD CROSSING AND SCHOOL BUILDING.  BETWEEN RAILROAD
 FL1301'TRACKS AND STATE HIGHWAY NO. 33, 59 FEET SOUTH OF SOUTH RAIL OF SOUTH
 FL1301'TRACK, 37 FEET NORTH OF CENTERLINE OF HIGHWAY, AND 1.3 FEET NORTH OF
 FL1301'RIGHT OF WAY FENCE.  IN POLE LINE.
 FL1301
 FL1301                          STATION RECOVERY (1954)
 FL1301
 FL1301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FL1301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0825 ***********************************************************************
 FL0825  DESIGNATION -  H 537
 FL0825  PID         -  FL0825
 FL0825  STATE/COUNTY-  TX/CARSON
 FL0825  USGS QUAD   -  MC BRIDE (1978)
 FL0825
 FL0825                         *CURRENT SURVEY CONTROL
 FL0825  ___________________________________________________________________
 FL0825* NAD 83(1986)-  35 35 14.     (N)    101 25 01.     (W)     SCALED    
 FL0825* NAVD 88     -       992.619  (meters)    3256.62   (feet)  ADJUSTED  
 FL0825  ___________________________________________________________________
 FL0825  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FL0825  DYNAMIC HT  -         991.490 (meters)    3252.91  (feet)  COMP
 FL0825  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 FL0825
 FL0825  VERT ORDER  -  SECOND    CLASS 0
 FL0825
 FL0825.The horizontal coordinates were scaled from a topographic map and have
 FL0825.an estimated accuracy of +/- 6 seconds.
 FL0825
 FL0825.The orthometric height was determined by differential leveling
 FL0825.and adjusted by the National Geodetic Survey in June 1991..
 FL0825
 FL0825.The geoid height was determined by GEOID03.
 FL0825
 FL0825.The dynamic height is computed by dividing the NAVD 88
 FL0825.geopotential number by the normal gravity value computed on the
 FL0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0825.degrees latitude (g = 980.6199 gals.).
 FL0825
 FL0825.The modeled gravity was interpolated from observed gravity values.
 FL0825
 FL0825;                    North         East    Units  Estimated Accuracy
 FL0825;SPC TX N     - 1,176,090.      207,530.      MT  (+/- 180 meters Scaled)
 FL0825
 FL0825                          SUPERSEDED SURVEY CONTROL
 FL0825
 FL0825  NGVD 29 (??/??/92)  992.148  (m)         3255.07   (f) ADJ UNCH    2 0
 FL0825
 FL0825.Superseded values are not recommended for survey control.
 FL0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0825.See file dsdata.txt to determine how the superseded data were derived.
 FL0825
 FL0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE810408(NAD 83)
 FL0825_MARKER: DB = BENCH MARK DISK
 FL0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0825_STAMPING: H 537 1935
 FL0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0825+STABILITY: SURFACE MOTION
 FL0825
 FL0825  HISTORY     - Date     Condition        Report By
 FL0825  HISTORY     - 1935     MONUMENTED       CGS
 FL0825  HISTORY     - 1953     GOOD             USGS
 FL0825
 FL0825                          STATION DESCRIPTION
 FL0825
 FL0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0825'5.6 MI SW FROM BORGER.
 FL0825'5.6 MILES SOUTHWEST OF PANHANDLE AND S.F. RR DEPOT BY RAIL.  ALONG THE
 FL0825'PANHANDLE AND SANTA FE RAILROAD BETWEEN BORGER AND PANHANDLE, 15 RAILS
 FL0825'NORTH OF MILE POST 22, AT THE SOUTH END OF A SHALLOW CUT.  200 FEET
 FL0825'SOUTH OF INTERSECTION OF EAST AND WEST FENCE WITH RIGHT OF WAY FENCE,
 FL0825'33 FEET SOUTH OF POINT WHERE POWER LINE CROSSES THE TRACKS, 47 FEET
 FL0825'WEST OF WEST RAIL, 23 FEET NORTHWEST OF FENCE CORNER, AND 0.3 FOOT
 FL0825'WEST OF WEST RIGHT OF WAY FENCE.
 FL0825
 FL0825                          STATION RECOVERY (1953)
 FL0825
 FL0825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0149 ***********************************************************************
 FM0149  DESIGNATION -  H 538
 FM0149  PID         -  FM0149
 FM0149  STATE/COUNTY-  TX/OLDHAM
 FM0149  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0149
 FM0149                         *CURRENT SURVEY CONTROL
 FM0149  ___________________________________________________________________
 FM0149* NAD 83(1986)-  35 40 05.     (N)    102 09 50.     (W)     SCALED    
 FM0149* NAVD 88     -      1144.151  (meters)    3753.77   (feet)  POSTED    
 FM0149  ___________________________________________________________________
 FM0149  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FM0149  DYNAMIC HT  -        1142.800 (meters)    3749.34  (feet)  COMP
 FM0149  MODELED GRAV-     979,416.8   (mgal)                       NAVD 88
 FM0149
 FM0149  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FM0149
 FM0149.The horizontal coordinates were scaled from a topographic map and have
 FM0149.an estimated accuracy of +/- 6 seconds.
 FM0149
 FM0149.The orthometric height was determined by differential leveling
 FM0149.and adjusted by the National Geodetic Survey in 1992..
 FM0149.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FM0149.rate of 2.1 thru 3.0 mm/km.
 FM0149
 FM0149.The geoid height was determined by GEOID03.
 FM0149
 FM0149.The dynamic height is computed by dividing the NAVD 88
 FM0149.geopotential number by the normal gravity value computed on the
 FM0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0149.degrees latitude (g = 980.6199 gals.).
 FM0149
 FM0149.The modeled gravity was interpolated from observed gravity values.
 FM0149
 FM0149;                    North         East    Units  Estimated Accuracy
 FM0149;SPC TX N     - 1,185,250.      139,900.      MT  (+/- 180 meters Scaled)
 FM0149
 FM0149                          SUPERSEDED SURVEY CONTROL
 FM0149
 FM0149  NGVD 29 (??/??/92) 1143.598  (m)         3751.95   (f) ADJ UNCH    2 0
 FM0149
 FM0149.Superseded values are not recommended for survey control.
 FM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0149.See file dsdata.txt to determine how the superseded data were derived.
 FM0149
 FM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV567508(NAD 83)
 FM0149_MARKER: DB = BENCH MARK DISK
 FM0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0149_STAMPING: H-538 1935
 FM0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0149+STABILITY: SURFACE MOTION
 FM0149
 FM0149  HISTORY     - Date     Condition        Report By
 FM0149  HISTORY     - 1935     MONUMENTED       CGS
 FM0149
 FM0149                          STATION DESCRIPTION
 FM0149
 FM0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0149'16.4 MI N FROM TASCOSA.
 FM0149'TO REACH BENCHMARK FROM POST-OFFICE GO 0.8 MILE NORTH ALONG GRADED
 FM0149'ROAD TO CANADIAN RIVER, THENCE CONTINUE 0.6 MILE TO CATTLE GUARD,
 FM0149'THENCE NORTHWEST 1.2 MILES TO A JUNCTION OF ROADS, THENCE NORTH 0.7
 FM0149'MILE TO CROSS ROAD, THENCE EAST 2.3 MILES, THENCE NORTH ALONG TRAIL
 FM0149'10.8 MILES.  BENCHMARK IS SET ALONG TRAIL BETWEEN TASCOSA AND MIDWAY
 FM0149'ON A RIDGE BETWEEN TWO DRAWS APPROXIMATELY 900 FEET WEST OF N-S FENCE.
 FM0149'BEING 109 FEET WEST OF CENTER-LINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0209 ***********************************************************************
 FM0209  DESIGNATION -  H 539
 FM0209  PID         -  FM0209
 FM0209  STATE/COUNTY-  TX/HARTLEY
 FM0209  USGS QUAD   -  CHANNING (1971)
 FM0209
 FM0209                         *CURRENT SURVEY CONTROL
 FM0209  ___________________________________________________________________
 FM0209* NAD 83(1986)-  35 41 46.     (N)    102 21 56.     (W)     SCALED    
 FM0209* NAVD 88     -      1112.165  (meters)    3648.83   (feet)  ADJUSTED  
 FM0209  ___________________________________________________________________
 FM0209  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 FM0209  DYNAMIC HT  -        1110.849 (meters)    3644.51  (feet)  COMP
 FM0209  MODELED GRAV-     979,412.7   (mgal)                       NAVD 88
 FM0209
 FM0209  VERT ORDER  -  SECOND    CLASS 0
 FM0209
 FM0209.The horizontal coordinates were scaled from a topographic map and have
 FM0209.an estimated accuracy of +/- 6 seconds.
 FM0209
 FM0209.The orthometric height was determined by differential leveling
 FM0209.and adjusted by the National Geodetic Survey in June 1991..
 FM0209
 FM0209.The geoid height was determined by GEOID03.
 FM0209
 FM0209.The dynamic height is computed by dividing the NAVD 88
 FM0209.geopotential number by the normal gravity value computed on the
 FM0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0209.degrees latitude (g = 980.6199 gals.).
 FM0209
 FM0209.The modeled gravity was interpolated from observed gravity values.
 FM0209
 FM0209;                    North         East    Units  Estimated Accuracy
 FM0209;SPC TX N     - 1,188,510.      121,670.      MT  (+/- 180 meters Scaled)
 FM0209
 FM0209                          SUPERSEDED SURVEY CONTROL
 FM0209
 FM0209  NGVD 29 (??/??/92) 1111.609  (m)         3647.00   (f) ADJ UNCH    2 0
 FM0209
 FM0209.Superseded values are not recommended for survey control.
 FM0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0209.See file dsdata.txt to determine how the superseded data were derived.
 FM0209
 FM0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV383534(NAD 83)
 FM0209_MARKER: DB = BENCH MARK DISK
 FM0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0209_STAMPING: H 539 1935
 FM0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0209+STABILITY: SURFACE MOTION
 FM0209
 FM0209  HISTORY     - Date     Condition        Report By
 FM0209  HISTORY     - 1935     MONUMENTED       CGS
 FM0209  HISTORY     - 1972     GOOD             USGS
 FM0209  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0209
 FM0209                          STATION DESCRIPTION
 FM0209
 FM0209'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FM0209'3.0 MI NW FROM CHANNING.
 FM0209'CHANNING, INTERSECTION OF U.S. HWY. 385 AND STATE HWY. 354.  .15 MI.
 FM0209'WEST ALONG STATE HWY. 354.  0.5 MI. NORTH EASTERLY ALONG DIRT ROAD.
 FM0209'1.0 MI. WEST ALONG FENCE.  1.35 MI. ALONG OLD ROAD SCAR.  0.35 MI.
 FM0209'WEST OF OLD BRIDGE ON SANDY DRAW.  AT TOP OF RISE.  58 FT. NORTH OF
 FM0209'OLD ROAD.  A STANDARD DISK STAMPED H 539 1935 AND SET IN TOP OF A
 FM0209'CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 FM0209
 FM0209                          STATION RECOVERY (1985)
 FM0209
 FM0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1378 ***********************************************************************
 AY1378  DESIGNATION -  H 54
 AY1378  PID         -  AY1378
 AY1378  STATE/COUNTY-  TX/UVALDE
 AY1378  USGS QUAD   -  UVALDE (1971)
 AY1378
 AY1378                         *CURRENT SURVEY CONTROL
 AY1378  ___________________________________________________________________
 AY1378* NAD 83(1986)-  29 10 30.     (N)    099 48 26.     (W)     SCALED    
 AY1378* NAVD 88     -       276.516  (meters)     907.20   (feet)  ADJUSTED  
 AY1378  ___________________________________________________________________
 AY1378  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY1378  DYNAMIC HT  -         276.114 (meters)     905.88  (feet)  COMP
 AY1378  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 AY1378
 AY1378  VERT ORDER  -  SECOND    CLASS 0
 AY1378
 AY1378.The horizontal coordinates were scaled from a topographic map and have
 AY1378.an estimated accuracy of +/- 6 seconds.
 AY1378
 AY1378.The orthometric height was determined by differential leveling
 AY1378.and adjusted by the National Geodetic Survey in June 1991..
 AY1378
 AY1378.The geoid height was determined by GEOID03.
 AY1378
 AY1378.The dynamic height is computed by dividing the NAVD 88
 AY1378.geopotential number by the normal gravity value computed on the
 AY1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1378.degrees latitude (g = 980.6199 gals.).
 AY1378
 AY1378.The modeled gravity was interpolated from observed gravity values.
 AY1378
 AY1378;                    North         East    Units  Estimated Accuracy
 AY1378;SPC TXSC     - 4,148,960.      521,490.      MT  (+/- 180 meters Scaled)
 AY1378
 AY1378                          SUPERSEDED SURVEY CONTROL
 AY1378
 AY1378  NGVD 29 (??/??/92)  276.379  (m)          906.75   (f) ADJ UNCH    2 0
 AY1378
 AY1378.Superseded values are not recommended for survey control.
 AY1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1378.See file dsdata.txt to determine how the superseded data were derived.
 AY1378
 AY1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT215276(NAD 83)
 AY1378_MARKER: DB = BENCH MARK DISK
 AY1378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1378_SP_SET: BRIDGE
 AY1378_STAMPING: 1930 H-54
 AY1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1378
 AY1378  HISTORY     - Date     Condition        Report By
 AY1378  HISTORY     - 1930     MONUMENTED       USGS
 AY1378  HISTORY     - 1934     GOOD             NGS
 AY1378  HISTORY     - 1940     GOOD             NGS
 AY1378  HISTORY     - 20021110 GOOD             USPSQD
 AY1378  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 AY1378
 AY1378                          STATION DESCRIPTION
 AY1378
 AY1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AY1378'2.9 MI SW FROM UVALDE.
 AY1378'ON W EDGE OF HIGHWAY IN CENTER OF BASE OF PARAPET WALL OF CONCRETE
 AY1378'BRIDGE.  0.1 MILE SW OF R. R. MILEPOST B-182.
 AY1378
 AY1378                          STATION RECOVERY (1940)
 AY1378
 AY1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AY1378'RECOVERED IN GOOD CONDITION.
 AY1378
 AY1378                          STATION RECOVERY (2002)
 AY1378
 AY1378'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY1378'RECOVERED IN GOOD CONDITION.
 AY1378
 AY1378                          STATION RECOVERY (2004)
 AY1378
 AY1378'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY1378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0359 ***********************************************************************
 FM0359  DESIGNATION -  H 540
 FM0359  PID         -  FM0359
 FM0359  STATE/COUNTY-  TX/RANDALL
 FM0359  USGS QUAD   -  BIVINS LAKE (1984)
 FM0359
 FM0359                         *CURRENT SURVEY CONTROL
 FM0359  ___________________________________________________________________
 FM0359* NAD 83(1986)-  35 07 05.     (N)    102 03 49.     (W)     SCALED    
 FM0359* NAVD 88     -      1153.025  (meters)    3782.88   (feet)  ADJUSTED  
 FM0359  ___________________________________________________________________
 FM0359  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 FM0359  DYNAMIC HT  -        1151.620 (meters)    3778.27  (feet)  COMP
 FM0359  MODELED GRAV-     979,376.6   (mgal)                       NAVD 88
 FM0359
 FM0359  VERT ORDER  -  SECOND    CLASS 0
 FM0359
 FM0359.The horizontal coordinates were scaled from a topographic map and have
 FM0359.an estimated accuracy of +/- 6 seconds.
 FM0359
 FM0359.The orthometric height was determined by differential leveling
 FM0359.and adjusted by the National Geodetic Survey in June 1991..
 FM0359
 FM0359.The geoid height was determined by GEOID03.
 FM0359
 FM0359.The dynamic height is computed by dividing the NAVD 88
 FM0359.geopotential number by the normal gravity value computed on the
 FM0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0359.degrees latitude (g = 980.6199 gals.).
 FM0359
 FM0359.The modeled gravity was interpolated from observed gravity values.
 FM0359
 FM0359;                    North         East    Units  Estimated Accuracy
 FM0359;SPC TX N     - 1,124,180.      148,630.      MT  (+/- 180 meters Scaled)
 FM0359
 FM0359                          SUPERSEDED SURVEY CONTROL
 FM0359
 FM0359  NGVD 29 (??/??/92) 1152.518  (m)         3781.22   (f) ADJ UNCH    2 0
 FM0359
 FM0359.Superseded values are not recommended for survey control.
 FM0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0359.See file dsdata.txt to determine how the superseded data were derived.
 FM0359
 FM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU676900(NAD 83)
 FM0359_MARKER: DB = BENCH MARK DISK
 FM0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0359_STAMPING: H 540 1935
 FM0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0359+STABILITY: SURFACE MOTION
 FM0359
 FM0359  HISTORY     - Date     Condition        Report By
 FM0359  HISTORY     - 1935     MONUMENTED       CGS
 FM0359  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0359  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0359
 FM0359                          STATION DESCRIPTION
 FM0359
 FM0359'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FM0359'5.3 MI S FROM BUSHLAND.
 FM0359'IN RANDALL COUNTY, 5.3 MILES SOUTH ALONG THE UMBARGER ROAD FROM THE
 FM0359'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT BUSHLAND, POTTER
 FM0359'COUNTY, NEAR A SMALL WHITE RANCH HOUSE WITH A WINDMILL IN THE
 FM0359'SOUTHEAST CORNER OF THE YARD, 123 FEET NORTHEAST OF THE CENTER OF THE
 FM0359'INTERSECTION OF AN EAST-AND-WEST ROAD, 87 FEET EAST OF A FENCE CORNER,
 FM0359'39 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 3.7 FEET
 FM0359'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A
 FM0359'CONCRETE POST.
 FM0359
 FM0359                          STATION RECOVERY (1980)
 FM0359
 FM0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0763 ***********************************************************************
 FL0763  DESIGNATION -  H 542
 FL0763  PID         -  FL0763
 FL0763  STATE/COUNTY-  TX/HUTCHINSON
 FL0763  USGS QUAD   -  SKELLYTOWN NW (1971)
 FL0763
 FL0763                         *CURRENT SURVEY CONTROL
 FL0763  ___________________________________________________________________
 FL0763* NAD 83(1986)-  35 43 14.     (N)    101 11 46.     (W)     SCALED    
 FL0763* NAVD 88     -       931.358  (meters)    3055.63   (feet)  ADJUSTED  
 FL0763  ___________________________________________________________________
 FL0763  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FL0763  DYNAMIC HT  -         930.322 (meters)    3052.23  (feet)  COMP
 FL0763  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 FL0763
 FL0763  VERT ORDER  -  SECOND    CLASS 0
 FL0763
 FL0763.The horizontal coordinates were scaled from a topographic map and have
 FL0763.an estimated accuracy of +/- 6 seconds.
 FL0763
 FL0763.The orthometric height was determined by differential leveling
 FL0763.and adjusted by the National Geodetic Survey in June 1991..
 FL0763
 FL0763.The geoid height was determined by GEOID03.
 FL0763
 FL0763.The dynamic height is computed by dividing the NAVD 88
 FL0763.geopotential number by the normal gravity value computed on the
 FL0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0763.degrees latitude (g = 980.6199 gals.).
 FL0763
 FL0763.The modeled gravity was interpolated from observed gravity values.
 FL0763
 FL0763;                    North         East    Units  Estimated Accuracy
 FL0763;SPC TX N     - 1,190,920.      227,490.      MT  (+/- 180 meters Scaled)
 FL0763
 FL0763                          SUPERSEDED SURVEY CONTROL
 FL0763
 FL0763  NGVD 29 (??/??/92)  930.918  (m)         3054.19   (f) ADJ UNCH    2 0
 FL0763
 FL0763.Superseded values are not recommended for survey control.
 FL0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0763.See file dsdata.txt to determine how the superseded data were derived.
 FL0763
 FL0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE013551(NAD 83)
 FL0763_MARKER: DB = BENCH MARK DISK
 FL0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0763_STAMPING: H 542 1935
 FL0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0763+STABILITY: SURFACE MOTION
 FL0763
 FL0763  HISTORY     - Date     Condition        Report By
 FL0763  HISTORY     - 1935     MONUMENTED       CGS
 FL0763  HISTORY     - 1953     MARK NOT FOUND   NGS
 FL0763  HISTORY     - 1970     MARK NOT FOUND   USGS
 FL0763
 FL0763                          STATION DESCRIPTION
 FL0763
 FL0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0763'0.8 MI W FROM SKELLYTOWN.
 FL0763'IN HUTCHINSON COUNTY, 0.8 MILE WEST AND 10.5 MILES NORTH ALONG GRADED
 FL0763'ROADS FROM THE PANHANDLE AND SANTA FE RAILWAY STATION AT SKELLYTOWN,
 FL0763'CARSON COUNTY, 2.5 MILES NORTHWEST OF A T-ROAD JUNCTION AND A
 FL0763'SCHOOLHOUSE, 0.2 MILE WEST OF A RANCH ROAD, ON THE SLOPE OF A LONG
 FL0763'HILL, 71 FEET SOUTH OF THE EDGE OF A DEEP DITCH, AND 37.8 FEET NORTH
 FL0763'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H 542 1935
 FL0763'AND SET IN THE TOP OF A CONCRETE POST.
 FL0763
 FL0763                          STATION RECOVERY (1970)
 FL0763
 FL0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FL0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0571 ***********************************************************************
 FL0571  DESIGNATION -  H 543
 FL0571  PID         -  FL0571
 FL0571  STATE/COUNTY-  TX/ROBERTS
 FL0571  USGS QUAD   -  HORSE CREEK SOUTH (1972)
 FL0571
 FL0571                         *CURRENT SURVEY CONTROL
 FL0571  ___________________________________________________________________
 FL0571* NAD 83(1986)-  35 45 07.     (N)    100 43 30.     (W)     SCALED    
 FL0571* NAVD 88     -       939.450  (meters)    3082.18   (feet)  ADJUSTED  
 FL0571  ___________________________________________________________________
 FL0571  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FL0571  DYNAMIC HT  -         938.405 (meters)    3078.75  (feet)  COMP
 FL0571  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 FL0571
 FL0571  VERT ORDER  -  SECOND    CLASS 0
 FL0571
 FL0571.The horizontal coordinates were scaled from a topographic map and have
 FL0571.an estimated accuracy of +/- 6 seconds.
 FL0571
 FL0571.The orthometric height was determined by differential leveling
 FL0571.and adjusted by the National Geodetic Survey in June 1991..
 FL0571
 FL0571.The geoid height was determined by GEOID03.
 FL0571
 FL0571.The dynamic height is computed by dividing the NAVD 88
 FL0571.geopotential number by the normal gravity value computed on the
 FL0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0571.degrees latitude (g = 980.6199 gals.).
 FL0571
 FL0571.The modeled gravity was interpolated from observed gravity values.
 FL0571
 FL0571;                    North         East    Units  Estimated Accuracy
 FL0571;SPC TX N     - 1,194,630.      270,090.      MT  (+/- 180 meters Scaled)
 FL0571
 FL0571                          SUPERSEDED SURVEY CONTROL
 FL0571
 FL0571  NGVD 29 (??/??/92)  939.034  (m)         3080.81   (f) ADJ UNCH    2 0
 FL0571
 FL0571.Superseded values are not recommended for survey control.
 FL0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0571.See file dsdata.txt to determine how the superseded data were derived.
 FL0571
 FL0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE440578(NAD 83)
 FL0571_MARKER: DB = BENCH MARK DISK
 FL0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0571_STAMPING: H 543 1935
 FL0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0571+STABILITY: SURFACE MOTION
 FL0571
 FL0571  HISTORY     - Date     Condition        Report By
 FL0571  HISTORY     - 1935     MONUMENTED       CGS
 FL0571  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0571
 FL0571                          STATION DESCRIPTION
 FL0571
 FL0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0571'7.3 MI NW FROM MIAMI.
 FL0571'7.3 MILES NORTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE AT MIAMI,
 FL0571'182 FEET WEST OF THE CENTER OF A ROAD INTERSECTION, 63.6 FEET
 FL0571'SOUTHWEST OF THE CENTERLINE OF THE MAIN ROAD, AND 30.5 FEET NORTH OF
 FL0571'THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED H
 FL0571'543 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0571
 FL0571                          STATION RECOVERY (1972)
 FL0571
 FL0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0546 ***********************************************************************
 FL0546  DESIGNATION -  H 544
 FL0546  PID         -  FL0546
 FL0546  STATE/COUNTY-  TX/ROBERTS
 FL0546  USGS QUAD   -  EAST DRY CREEK (1972)
 FL0546
 FL0546                         *CURRENT SURVEY CONTROL
 FL0546  ___________________________________________________________________
 FL0546* NAD 83(1986)-  35 57 54.     (N)    100 32 29.     (W)     SCALED    
 FL0546* NAVD 88     -       725.140  (meters)    2379.06   (feet)  ADJUSTED  
 FL0546  ___________________________________________________________________
 FL0546  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FL0546  DYNAMIC HT  -         724.371 (meters)    2376.54  (feet)  COMP
 FL0546  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 FL0546
 FL0546  VERT ORDER  -  SECOND    CLASS 0
 FL0546
 FL0546.The horizontal coordinates were scaled from a topographic map and have
 FL0546.an estimated accuracy of +/- 6 seconds.
 FL0546
 FL0546.The orthometric height was determined by differential leveling
 FL0546.and adjusted by the National Geodetic Survey in June 1991..
 FL0546
 FL0546.The geoid height was determined by GEOID03.
 FL0546
 FL0546.The dynamic height is computed by dividing the NAVD 88
 FL0546.geopotential number by the normal gravity value computed on the
 FL0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0546.degrees latitude (g = 980.6199 gals.).
 FL0546
 FL0546.The modeled gravity was interpolated from observed gravity values.
 FL0546
 FL0546;                    North         East    Units  Estimated Accuracy
 FL0546;SPC TX N     - 1,218,410.      286,470.      MT  (+/- 180 meters Scaled)
 FL0546
 FL0546                          SUPERSEDED SURVEY CONTROL
 FL0546
 FL0546  NGVD 29 (??/??/92)  724.800  (m)         2377.95   (f) ADJ UNCH    2 0
 FL0546
 FL0546.Superseded values are not recommended for survey control.
 FL0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0546.See file dsdata.txt to determine how the superseded data were derived.
 FL0546
 FL0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE610811(NAD 83)
 FL0546_MARKER: DB = BENCH MARK DISK
 FL0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0546_STAMPING: H 544 1935
 FL0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0546+STABILITY: SURFACE MOTION
 FL0546
 FL0546  HISTORY     - Date     Condition        Report By
 FL0546  HISTORY     - 1935     MONUMENTED       CGS
 FL0546  HISTORY     - 1973     MARK NOT FOUND   USGS
 FL0546
 FL0546                          STATION DESCRIPTION
 FL0546
 FL0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0546'10.2 MI NW FROM CANADIAN.
 FL0546'IN ROBERTS COUNTY, 10.2 MILES NORTHWEST ALONG A GRADED ROAD FROM THE
 FL0546'POST OFFICE AT CANADIAN, HEMPHILL COUNTY, THENCE 1.0 MILE NORTH ALONG
 FL0546'THE CANADIAN RIVER TRAIL.  0.6 MILE EAST OF A POINT 1.0 MILE NORTH OF
 FL0546'THE J.B. WATERFIELD RANCH HOUSE, ABOUT 1,000 FEET WEST OF THE WEST
 FL0546'EDGE OF A DRY CREEK, 58.7 FEET SOUTH OF THE SOUTH BANK OF CANADIAN
 FL0546'RIVER, AND 4.6 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED H
 FL0546'544 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0546
 FL0546                          STATION RECOVERY (1973)
 FL0546
 FL0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FL0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0841 ***********************************************************************
 FL0841  DESIGNATION -  H 545
 FL0841  PID         -  FL0841
 FL0841  STATE/COUNTY-  TX/CARSON
 FL0841  USGS QUAD   -  BORGER SE (1978)
 FL0841
 FL0841                         *CURRENT SURVEY CONTROL
 FL0841  ___________________________________________________________________
 FL0841* NAD 83(1986)-  35 31 01.     (N)    101 17 01.     (W)     SCALED    
 FL0841* NAVD 88     -       994.205  (meters)    3261.82   (feet)  ADJUSTED  
 FL0841  ___________________________________________________________________
 FL0841  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 FL0841  DYNAMIC HT  -         993.078 (meters)    3258.12  (feet)  COMP
 FL0841  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 FL0841
 FL0841  VERT ORDER  -  SECOND    CLASS 0
 FL0841
 FL0841.The horizontal coordinates were scaled from a topographic map and have
 FL0841.an estimated accuracy of +/- 6 seconds.
 FL0841
 FL0841.The orthometric height was determined by differential leveling
 FL0841.and adjusted by the National Geodetic Survey in June 1991..
 FL0841
 FL0841.The geoid height was determined by GEOID03.
 FL0841
 FL0841.The dynamic height is computed by dividing the NAVD 88
 FL0841.geopotential number by the normal gravity value computed on the
 FL0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0841.degrees latitude (g = 980.6199 gals.).
 FL0841
 FL0841.The modeled gravity was interpolated from observed gravity values.
 FL0841
 FL0841;                    North         East    Units  Estimated Accuracy
 FL0841;SPC TX N     - 1,168,310.      219,630.      MT  (+/- 180 meters Scaled)
 FL0841
 FL0841                          SUPERSEDED SURVEY CONTROL
 FL0841
 FL0841  NGVD 29 (??/??/92)  993.71   (m)         3260.2    (f) COMPUTED    2 0
 FL0841
 FL0841.Superseded values are not recommended for survey control.
 FL0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0841.See file dsdata.txt to determine how the superseded data were derived.
 FL0841
 FL0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE929327(NAD 83)
 FL0841_MARKER: DB = BENCH MARK DISK
 FL0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0841_STAMPING: H 545 1935
 FL0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0841+STABILITY: SURFACE MOTION
 FL0841
 FL0841  HISTORY     - Date     Condition        Report By
 FL0841  HISTORY     - 1935     MONUMENTED       CGS
 FL0841
 FL0841                          STATION DESCRIPTION
 FL0841
 FL0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0841'9.5 MI S FROM BORGER.
 FL0841'IN CARSON COUNTY, 9.5 MILES SOUTH ALONG STATE HIGHWAY 117 FROM THE
 FL0841'POST OFFICE AT BORGER, HUTCHINSON COUNTY, 6.6 MILES EAST ALONG A TRAIL
 FL0841'AND PIPE LINE.  0.8 MILE EAST OF WINDMILL, 200 YARDS NORTH OF A
 FL0841'COMMUNICATIONS LINE, AND 100 YARDS SOUTH OF A CITIES SERVICE PIPE
 FL0841'LINE.  A STANDARD DISK, STAMPED H 545 1935 AND SET IN THE TOP OF A
 FL0841'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0082 ***********************************************************************
 FL0082  DESIGNATION -  H 546
 FL0082  PID         -  FL0082
 FL0082  STATE/COUNTY-  TX/HEMPHILL
 FL0082  USGS QUAD   -  YOUNG RANCH (1967)
 FL0082
 FL0082                         *CURRENT SURVEY CONTROL
 FL0082  ___________________________________________________________________
 FL0082* NAD 83(1986)-  35 44 58.     (N)    100 27 03.     (W)     SCALED    
 FL0082* NAVD 88     -       849.397  (meters)    2786.73   (feet)  ADJUSTED  
 FL0082  ___________________________________________________________________
 FL0082  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 FL0082  DYNAMIC HT  -         848.463 (meters)    2783.67  (feet)  COMP
 FL0082  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 FL0082
 FL0082  VERT ORDER  -  SECOND    CLASS 0
 FL0082
 FL0082.The horizontal coordinates were scaled from a topographic map and have
 FL0082.an estimated accuracy of +/- 6 seconds.
 FL0082
 FL0082.The orthometric height was determined by differential leveling
 FL0082.and adjusted by the National Geodetic Survey in June 1991..
 FL0082
 FL0082.The geoid height was determined by GEOID03.
 FL0082
 FL0082.The dynamic height is computed by dividing the NAVD 88
 FL0082.geopotential number by the normal gravity value computed on the
 FL0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0082.degrees latitude (g = 980.6199 gals.).
 FL0082
 FL0082.The modeled gravity was interpolated from observed gravity values.
 FL0082
 FL0082;                    North         East    Units  Estimated Accuracy
 FL0082;SPC TX N     - 1,194,580.      294,890.      MT  (+/- 180 meters Scaled)
 FL0082
 FL0082                          SUPERSEDED SURVEY CONTROL
 FL0082
 FL0082  NGVD 29 (??/??/92)  849.020  (m)         2785.49   (f) ADJ UNCH    2 0
 FL0082
 FL0082.Superseded values are not recommended for survey control.
 FL0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0082.See file dsdata.txt to determine how the superseded data were derived.
 FL0082
 FL0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE688571(NAD 83)
 FL0082_MARKER: DB = BENCH MARK DISK
 FL0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0082_STAMPING: H 546 1935
 FL0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0082+STABILITY: SURFACE MOTION
 FL0082
 FL0082  HISTORY     - Date     Condition        Report By
 FL0082  HISTORY     - 1935     MONUMENTED       CGS
 FL0082  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0082
 FL0082                          STATION DESCRIPTION
 FL0082
 FL0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0082'14.0 MI E FROM MIAMI.
 FL0082'TO REACH FROM COURTHOUSE AT MIAMI GO 12.2 MILES NORTHEAST ALONG U.S.
 FL0082'HIGHWAY NO. 60, THENCE 1.8 MILES SOUTH ALONG GRADED ROAD.  ON LONG
 FL0082'HILL HAVING LONG SLOPE TO THE WEST AND A CREEK TO THE EAST.  35.4 FEET
 FL0082'WEST OF CENTERLINE OF ROAD, AND 1.3 FEET EAST OF RIGHT OF WAY FENCE.
 FL0082
 FL0082                          STATION RECOVERY (1966)
 FL0082
 FL0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0094 ***********************************************************************
 FL0094  DESIGNATION -  H 547 RESET 1950
 FL0094  PID         -  FL0094
 FL0094  STATE/COUNTY-  TX/HEMPHILL
 FL0094  USGS QUAD   -  YOUNG RANCH (1967)
 FL0094
 FL0094                         *CURRENT SURVEY CONTROL
 FL0094  ___________________________________________________________________
 FL0094* NAD 83(1986)-  35 38 01.     (N)    100 22 45.     (W)     SCALED    
 FL0094* NAVD 88     -       838.66   (meters)    2751.5    (feet)  RESET     
 FL0094  ___________________________________________________________________
 FL0094  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FL0094
 FL0094  VERT ORDER  -  THIRD
 FL0094
 FL0094.The horizontal coordinates were scaled from a topographic map and have
 FL0094.an estimated accuracy of +/- 6 seconds.
 FL0094
 FL0094.The orthometric height was computed from unverified reset data.
 FL0094
 FL0094.The geoid height was determined by GEOID03.
 FL0094
 FL0094;                    North         East    Units  Estimated Accuracy
 FL0094;SPC TX N     - 1,181,800.      301,510.      MT  (+/- 180 meters Scaled)
 FL0094
 FL0094                          SUPERSEDED SURVEY CONTROL
 FL0094
 FL0094.No superseded survey control is available for this station.
 FL0094
 FL0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE751441(NAD 83)
 FL0094_MARKER: DB = BENCH MARK DISK
 FL0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0094_STAMPING: H 547 RESET 1950
 FL0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0094+STABILITY: SURFACE MOTION
 FL0094
 FL0094  HISTORY     - Date     Condition        Report By
 FL0094  HISTORY     - 1950     MONUMENTED       ATSFRR
 FL0094
 FL0094                          STATION DESCRIPTION
 FL0094
 FL0094'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1950
 FL0094'2.7 MI W FROM GAGEBY.
 FL0094'1 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT GAGEBY,
 FL0094'HEMPHILL COUNTY, THENCE 1.7 MILES WEST ALONG FARM-TO-MARKET HIGHWAY
 FL0094'1263.  AT A ROAD INTERSECTION, 78 FEET EAST OF THE CROSS ROAD, 49 FEET
 FL0094'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT NORTH OF THE
 FL0094'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 547 RESET 1950 AND SET
 FL0094'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0098 ***********************************************************************
 FL0098  DESIGNATION -  H 548
 FL0098  PID         -  FL0098
 FL0098  STATE/COUNTY-  TX/WHEELER
 FL0098  USGS QUAD   -  MOBEETIE (1963)
 FL0098
 FL0098                         *CURRENT SURVEY CONTROL
 FL0098  ___________________________________________________________________
 FL0098* NAD 83(1986)-  35 32 02.     (N)    100 29 41.     (W)     SCALED    
 FL0098* NAVD 88     -       824.812  (meters)    2706.07   (feet)  ADJUSTED  
 FL0098  ___________________________________________________________________
 FL0098  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 FL0098  DYNAMIC HT  -         823.921 (meters)    2703.15  (feet)  COMP
 FL0098  MODELED GRAV-     979,525.9   (mgal)                       NAVD 88
 FL0098
 FL0098  VERT ORDER  -  SECOND    CLASS 0
 FL0098
 FL0098.The horizontal coordinates were scaled from a topographic map and have
 FL0098.an estimated accuracy of +/- 6 seconds.
 FL0098
 FL0098.The orthometric height was determined by differential leveling
 FL0098.and adjusted by the National Geodetic Survey in June 1991..
 FL0098
 FL0098.The geoid height was determined by GEOID03.
 FL0098
 FL0098.The dynamic height is computed by dividing the NAVD 88
 FL0098.geopotential number by the normal gravity value computed on the
 FL0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0098.degrees latitude (g = 980.6199 gals.).
 FL0098
 FL0098.The modeled gravity was interpolated from observed gravity values.
 FL0098
 FL0098;                    North         East    Units  Estimated Accuracy
 FL0098;SPC TX N     - 1,170,630.      291,160.      MT  (+/- 180 meters Scaled)
 FL0098
 FL0098                          SUPERSEDED SURVEY CONTROL
 FL0098
 FL0098  NGVD 29 (??/??/92)  824.468  (m)         2704.94   (f) ADJ UNCH    2 0
 FL0098
 FL0098.Superseded values are not recommended for survey control.
 FL0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0098.See file dsdata.txt to determine how the superseded data were derived.
 FL0098
 FL0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE644332(NAD 83)
 FL0098_MARKER: DB = BENCH MARK DISK
 FL0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0098_STAMPING: H 548 1935
 FL0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0098+STABILITY: SURFACE MOTION
 FL0098
 FL0098  HISTORY     - Date     Condition        Report By
 FL0098  HISTORY     - 1935     MONUMENTED       CGS
 FL0098
 FL0098                          STATION DESCRIPTION
 FL0098
 FL0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0098'3.2 MI W FROM MOBEETIE.
 FL0098'3.2 MILES WEST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND
 FL0098'S.F. RAILROAD BETWEEN MOBEETIE AND LAKETON, ABOUT 0.3 MILE EAST OF
 FL0098'SMALL WHITE HOUSE, AT ROAD CROSSING ABOUT 400 FEET EAST OF MILE POST
 FL0098'NO. 27.  57.3 FEET NORTHEAST OF CENTER OF ROAD CROSSING, 47.4 FEET
 FL0098'NORTH OF NORTH RAIL, 30.0 FEET EAST OF CENTERLINE OF ROAD, AND 1.2
 FL0098'FEET SOUTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0591 ***********************************************************************
 FL0591  DESIGNATION -  H 549
 FL0591  PID         -  FL0591
 FL0591  STATE/COUNTY-  TX/HEMPHILL
 FL0591  USGS QUAD   -  WASHBURN ARROYO (1972)
 FL0591
 FL0591                         *CURRENT SURVEY CONTROL
 FL0591  ___________________________________________________________________
 FL0591* NAD 83(1986)-  35 47 55.     (N)    100 32 35.     (W)     SCALED    
 FL0591* NAVD 88     -       810.877  (meters)    2660.35   (feet)  ADJUSTED  
 FL0591  ___________________________________________________________________
 FL0591  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 FL0591  DYNAMIC HT  -         809.992 (meters)    2657.45  (feet)  COMP
 FL0591  MODELED GRAV-     979,515.5   (mgal)                       NAVD 88
 FL0591
 FL0591  VERT ORDER  -  SECOND    CLASS 0
 FL0591
 FL0591.The horizontal coordinates were scaled from a topographic map and have
 FL0591.an estimated accuracy of +/- 6 seconds.
 FL0591
 FL0591.The orthometric height was determined by differential leveling
 FL0591.and adjusted by the National Geodetic Survey in June 1991..
 FL0591
 FL0591.The geoid height was determined by GEOID03.
 FL0591
 FL0591.The dynamic height is computed by dividing the NAVD 88
 FL0591.geopotential number by the normal gravity value computed on the
 FL0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0591.degrees latitude (g = 980.6199 gals.).
 FL0591
 FL0591.The modeled gravity was interpolated from observed gravity values.
 FL0591
 FL0591;                    North         East    Units  Estimated Accuracy
 FL0591;SPC TX N     - 1,199,950.      286,490.      MT  (+/- 180 meters Scaled)
 FL0591
 FL0591                          SUPERSEDED SURVEY CONTROL
 FL0591
 FL0591  NGVD 29 (??/??/92)  810.503  (m)         2659.13   (f) ADJ UNCH    2 0
 FL0591
 FL0591.Superseded values are not recommended for survey control.
 FL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0591.See file dsdata.txt to determine how the superseded data were derived.
 FL0591
 FL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE605627(NAD 83)
 FL0591_MARKER: DB = BENCH MARK DISK
 FL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0591_STAMPING: H 549 1935
 FL0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0591+STABILITY: SURFACE MOTION
 FL0591
 FL0591  HISTORY     - Date     Condition        Report By
 FL0591  HISTORY     - 1935     MONUMENTED       CGS
 FL0591
 FL0591                          STATION DESCRIPTION
 FL0591
 FL0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0591'3.0 MI W FROM MENDOTA.
 FL0591'3.0 MILES WEST ALONG A TRAIL FROM THE PANHANDLE AND SANTA FE RAILWAY
 FL0591'STATION AT MENDOTA, ABOUT 1,500 FEET SOUTH OF A POINT WHERE A
 FL0591'NORTH-AND-SOUTH FENCE GOES UP A VERY STEEP HILL, 276 FEET SOUTH OF THE
 FL0591'JUNCTION OF A FENCE LEADING EAST, 36 FEET NORTH OF THE CENTERLINE OF
 FL0591'THE TRAIL, 24.5 FEET NORTH OF THE NORTH END OF A GATE, AND 1.8 FEET
 FL0591'EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED H 549
 FL0591'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5806 ***********************************************************************
 AW5806  DESIGNATION -  H 55 TX
 AW5806  PID         -  AW5806
 AW5806  STATE/COUNTY-  TX/GALVESTON
 AW5806  USGS QUAD   -  LAKE COMO (1994)
 AW5806
 AW5806                         *CURRENT SURVEY CONTROL
 AW5806  ___________________________________________________________________
 AW5806* NAD 83(1993)-  29 13 08.02534(N)    094 54 30.23800(W)     ADJUSTED  
 AW5806* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 AW5806  ___________________________________________________________________
 AW5806  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AW5806  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW5806
 AW5806  HORZ ORDER  -  THIRD
 AW5806
 AW5806.The horizontal coordinates were established by classical geodetic methods
 AW5806.and adjusted by the National Geodetic Survey in February 1996..
 AW5806
 AW5806.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5806
 AW5806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5806
 AW5806.The geoid height was determined by GEOID03.
 AW5806
 AW5806;                    North         East     Units Scale Factor Converg.
 AW5806;SPC TXSC     - 4,160,514.681   997,703.484   MT  0.99986528   +2 00 16.3
 AW5806;SPC TXSC     -13,649,955.25  3,273,298.85   sFT  0.99986528   +2 00 16.3
 AW5806;UTM  15      - 3,233,746.221   314,496.910   MT  1.00002464   -0 55 54.6
 AW5806
 AW5806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5806!SPC TXSC     -   1.00000357  x   0.99986528  =   0.99986885
 AW5806!UTM  15      -   1.00000357  x   1.00002464  =   1.00002821
 AW5806
 AW5806:                Primary Azimuth Mark                     Grid Az
 AW5806:SPC TXSC     -  H 56 TX                                  234 42 47.5
 AW5806:UTM  15      -  H 56 TX                                  237 38 58.4
 AW5806
 AW5806|---------------------------------------------------------------------|
 AW5806| PID    Reference Object                     Distance      Geod. Az  |
 AW5806|                                                           dddmmss.s |
 AW5806| AW5808 H 56 TX                             APPROX. 2.0 KM 2364303.8 |
 AW5806|---------------------------------------------------------------------|
 AW5806
 AW5806                          SUPERSEDED SURVEY CONTROL
 AW5806
 AW5806  NAD 83(1986)-  29 13 08.03906(N)    094 54 30.21899(W) AD(       ) 3
 AW5806  NAD 27      -  29 13 07.17992(N)    094 54 29.50193(W) AD(       ) 3
 AW5806  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 AW5806
 AW5806.Superseded values are not recommended for survey control.
 AW5806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5806.See file dsdata.txt to determine how the superseded data were derived.
 AW5806
 AW5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1449733746(NAD 83)
 AW5806_MARKER: DD = SURVEY DISK
 AW5806_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW5806_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW5806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW5806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5806+STABILITY: SURFACE MOTION
 AW5806
 AW5806  HISTORY     - Date     Condition        Report By
 AW5806  HISTORY     - 1979     MONUMENTED       NOS
 AW5806  HISTORY     - 19890531 MARK NOT FOUND   USPSQD
 AW5806
 AW5806                          STATION DESCRIPTION
 AW5806
 AW5806'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5806'THE STATION IS LOCATED SIX MILES SOUTHWEST OF GALVESTON.
 AW5806'
 AW5806'TO REACH FROM THE JUNCTION OF 61ST STREET AND SEAWALL BOULEVARD
 AW5806'IN GALVESTON GO SOUTHWEST ON SEAWALL BOULEVARD FOR 2.75 MILE TO
 AW5806'FARM ROAD 3005, CONTINUE SOUTHWEST OF FARM ROAD FOR 3005 FOR 3.3
 AW5806'MILES TO A SIDE ROAD LEFT, MARKED WITH A SILVER KNIGHT IN ARMOR
 AW5806'STATUE.  TURN LEFT AND GO SOUTHEAST ON PAVED ROAD FOR 0.1 MILE TO
 AW5806'A T-ROAD.  TURN LEFT AND GO NORTHEAST ON BUENA VISTA DRIVE EAST,
 AW5806'FOR 0.1 MILE TO A GREEN HOUSE WITH SIGN, KARISMA, HOUSE NUMBER
 AW5806'12511, AND STATION ON THE DUNE LINE JUST
 AW5806'SOUTH OF THE SOUTH CORNER OF THE FENCE.
 AW5806'
 AW5806'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 55 TX 1979---,
 AW5806'SECURED TO THE TOP OF A 40-INCH ALUMINUM ROD, CEMENTED IN
 AW5806'THE GROUND AND PROJECTING 3 INCHES.  IT IS 5.5 FEET SOUTHWEST OF
 AW5806'THE SOUTH CORNER OF THE FENCE, 3 FEET SOUTH OF THE SOUTH SIDE OF
 AW5806'THE FENCE AND 3.5 FEET EAST OF A WITNESS POST WITH SIGN ATTACHED.
 AW5806'
 AW5806'HEIGHT OF LIGHT SHOWN WAS 1.36 METERS.
 AW5806
 AW5806                          STATION RECOVERY (1989)
 AW5806
 AW5806'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW5806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0244 ***********************************************************************
 FL0244  DESIGNATION -  H 550
 FL0244  PID         -  FL0244
 FL0244  STATE/COUNTY-  TX/WHEELER
 FL0244  USGS QUAD   -  SPRING CREEK (1962)
 FL0244
 FL0244                         *CURRENT SURVEY CONTROL
 FL0244  ___________________________________________________________________
 FL0244* NAD 83(1986)-  35 26 17.     (N)    100 29 08.     (W)     SCALED    
 FL0244* NAVD 88     -       802.449  (meters)    2632.70   (feet)  ADJUSTED  
 FL0244  ___________________________________________________________________
 FL0244  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0244  DYNAMIC HT  -         801.590 (meters)    2629.88  (feet)  COMP
 FL0244  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 FL0244
 FL0244  VERT ORDER  -  SECOND    CLASS 0
 FL0244
 FL0244.The horizontal coordinates were scaled from a topographic map and have
 FL0244.an estimated accuracy of +/- 6 seconds.
 FL0244
 FL0244.The orthometric height was determined by differential leveling
 FL0244.and adjusted by the National Geodetic Survey in June 1991..
 FL0244
 FL0244.The geoid height was determined by GEOID03.
 FL0244
 FL0244.The dynamic height is computed by dividing the NAVD 88
 FL0244.geopotential number by the normal gravity value computed on the
 FL0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0244.degrees latitude (g = 980.6199 gals.).
 FL0244
 FL0244.The modeled gravity was interpolated from observed gravity values.
 FL0244
 FL0244;                    North         East    Units  Estimated Accuracy
 FL0244;SPC TX N     - 1,160,010.      292,100.      MT  (+/- 180 meters Scaled)
 FL0244
 FL0244                          SUPERSEDED SURVEY CONTROL
 FL0244
 FL0244  NGVD 29 (??/??/92)  802.113  (m)         2631.60   (f) ADJ UNCH    2 0
 FL0244
 FL0244.Superseded values are not recommended for survey control.
 FL0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0244.See file dsdata.txt to determine how the superseded data were derived.
 FL0244
 FL0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE651226(NAD 83)
 FL0244_MARKER: DB = BENCH MARK DISK
 FL0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0244_STAMPING: H-550 1935
 FL0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0244+STABILITY: SURFACE MOTION
 FL0244
 FL0244  HISTORY     - Date     Condition        Report By
 FL0244  HISTORY     - 1935     MONUMENTED       CGS
 FL0244
 FL0244                          STATION DESCRIPTION
 FL0244
 FL0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0244'9.1 MI SW FROM MABEETIE.
 FL0244'TO REACH BENCHMARK FROM DEPOT GO 1.3 MILES WEST ALONG RAILROAD, THENCE
 FL0244'1.1 MILES SOUTH ALONG GRADED ROAD, THENCE 1.4 MILES WEST ALONG STATE
 FL0244'HIGHWAY NO. 152, THENCE 5.3 MILES SOUTH ALONG GRADED ROAD. BENCHMARK
 FL0244'IS 145.6 FEET EAST OF NORTHEAST CORNER OF HOUSE.  17.5 FEET WEST OF
 FL0244'CENTER-LINE OF ROAD.  33.8 FEET NORTH OF LANE.  FEET WEST OF
 FL0244'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0930 ***********************************************************************
 FL0930  DESIGNATION -  H 552
 FL0930  PID         -  FL0930
 FL0930  STATE/COUNTY-  TX/CARSON
 FL0930  USGS QUAD   -  PANHANDLE EAST (1966)
 FL0930
 FL0930                         *CURRENT SURVEY CONTROL
 FL0930  ___________________________________________________________________
 FL0930* NAD 83(1986)-  35 16 51.     (N)    101 21 51.     (W)     SCALED    
 FL0930* NAVD 88     -      1040.492  (meters)    3413.68   (feet)  ADJUSTED  
 FL0930  ___________________________________________________________________
 FL0930  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0930  DYNAMIC HT  -        1039.268 (meters)    3409.67  (feet)  COMP
 FL0930  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 FL0930
 FL0930  VERT ORDER  -  SECOND    CLASS 0
 FL0930
 FL0930.The horizontal coordinates were scaled from a topographic map and have
 FL0930.an estimated accuracy of +/- 6 seconds.
 FL0930
 FL0930.The orthometric height was determined by differential leveling
 FL0930.and adjusted by the National Geodetic Survey in June 1991..
 FL0930
 FL0930.The geoid height was determined by GEOID03.
 FL0930
 FL0930.The dynamic height is computed by dividing the NAVD 88
 FL0930.geopotential number by the normal gravity value computed on the
 FL0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0930.degrees latitude (g = 980.6199 gals.).
 FL0930
 FL0930.The modeled gravity was interpolated from observed gravity values.
 FL0930
 FL0930;                    North         East    Units  Estimated Accuracy
 FL0930;SPC TX N     - 1,142,100.      212,360.      MT  (+/- 180 meters Scaled)
 FL0930
 FL0930                          SUPERSEDED SURVEY CONTROL
 FL0930
 FL0930  NGVD 29 (??/??/92) 1040.00   (m)         3412.1    (f) COMPUTED    2 0
 FL0930
 FL0930.Superseded values are not recommended for survey control.
 FL0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0930.See file dsdata.txt to determine how the superseded data were derived.
 FL0930
 FL0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE849067(NAD 83)
 FL0930_MARKER: DB = BENCH MARK DISK
 FL0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0930_STAMPING: H 552 1935
 FL0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0930+STABILITY: SURFACE MOTION
 FL0930
 FL0930  HISTORY     - Date     Condition        Report By
 FL0930  HISTORY     - 1935     MONUMENTED       CGS
 FL0930  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0930
 FL0930                          STATION DESCRIPTION
 FL0930
 FL0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0930'5.1 MI N FROM CONWAY.
 FL0930'5.1 MILES NORTH ALONG STATE HIGHWAY 117 FROM THE POST OFFICE AT
 FL0930'CONWAY, CARSON COUNTY, 1.0 MILE EAST ALONG A GRADED ROAD.  0.2 MILE
 FL0930'SOUTH OF AN UNPAINTED RANCH HOUSE, AT A ROAD INTERSECTION, 37.7 FEET
 FL0930'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 9.5 FEET SOUTH OF
 FL0930'THE CENTERLINE OF THE EAST-AND-WEST ROAD, 6.5 FEET NORTH OF A FENCE
 FL0930'CORNER, AND 2.4 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FL0930'STAMPED H 552 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0930
 FL0930                          STATION RECOVERY (1966)
 FL0930
 FL0930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0852 ***********************************************************************
 FL0852  DESIGNATION -  H 553
 FL0852  PID         -  FL0852
 FL0852  STATE/COUNTY-  TX/GRAY
 FL0852  USGS QUAD   -  LAKE MC CONNELL (1965)
 FL0852
 FL0852                         *CURRENT SURVEY CONTROL
 FL0852  ___________________________________________________________________
 FL0852* NAD 83(1986)-  35 30 30.     (N)    101 00 59.     (W)     SCALED    
 FL0852* NAVD 88     -       996.206  (meters)    3268.39   (feet)  ADJUSTED  
 FL0852  ___________________________________________________________________
 FL0852  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0852  DYNAMIC HT  -         995.100 (meters)    3264.76  (feet)  COMP
 FL0852  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 FL0852
 FL0852  VERT ORDER  -  SECOND    CLASS 0
 FL0852
 FL0852.The horizontal coordinates were scaled from a topographic map and have
 FL0852.an estimated accuracy of +/- 6 seconds.
 FL0852
 FL0852.The orthometric height was determined by differential leveling
 FL0852.and adjusted by the National Geodetic Survey in June 1991..
 FL0852
 FL0852.The geoid height was determined by GEOID03.
 FL0852
 FL0852.The dynamic height is computed by dividing the NAVD 88
 FL0852.geopotential number by the normal gravity value computed on the
 FL0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0852.degrees latitude (g = 980.6199 gals.).
 FL0852
 FL0852.The modeled gravity was interpolated from observed gravity values.
 FL0852
 FL0852;                    North         East    Units  Estimated Accuracy
 FL0852;SPC TX N     - 1,167,440.      243,870.      MT  (+/- 180 meters Scaled)
 FL0852
 FL0852                          SUPERSEDED SURVEY CONTROL
 FL0852
 FL0852  NGVD 29 (??/??/92)  995.77   (m)         3267.0    (f) COMPUTED    2 0
 FL0852
 FL0852.Superseded values are not recommended for survey control.
 FL0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0852.See file dsdata.txt to determine how the superseded data were derived.
 FL0852
 FL0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE171312(NAD 83)
 FL0852_MARKER: DB = BENCH MARK DISK
 FL0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0852_STAMPING: H 553 1935
 FL0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0852+STABILITY: SURFACE MOTION
 FL0852
 FL0852  HISTORY     - Date     Condition        Report By
 FL0852  HISTORY     - 1935     MONUMENTED       CGS
 FL0852  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0852
 FL0852                          STATION DESCRIPTION
 FL0852
 FL0852'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FL0852'3.6 MI SW FROM PAMPA.
 FL0852'3.6 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0852'STATION AT PAMPA, GRAY COUNTY, 0.5 MILE SOUTHWEST OF MILEPOST 502,
 FL0852'8-1/2 RAILS NORTHEAST OF A SIDETRACK SWITCH, 300 FEET SOUTHWEST OF A
 FL0852'ROAD CROSSING AND A REFINERY, 32 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 FL0852'OF THE EAST-BOUND TRACK, 90 FEET NORTHWEST OF THE CENTERLINE OF U. S.
 FL0852'HIGHWAY 60, 38 FEET NORTHWEST OF A POWERLINE POLE, AND 2 FEET
 FL0852'NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H
 FL0852'553 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 FL0852'ABOVE GROUND.  NOTE-- HIGHWAY HAS BEEN WIDENED AND WAS INSIDE OF NEW
 FL0852'RIGHT-OF-WAY AND WAS PROBABLY DESTROYED BY MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0460 ***********************************************************************
 FL0460  DESIGNATION -  H 555
 FL0460  PID         -  FL0460
 FL0460  STATE/COUNTY-  TX/GRAY
 FL0460  USGS QUAD   -  BOWERS CITY (1976)
 FL0460
 FL0460                         *CURRENT SURVEY CONTROL
 FL0460  ___________________________________________________________________
 FL0460* NAD 83(1986)-  35 25 30.     (N)    100 54 25.     (W)     SCALED    
 FL0460* NAVD 88     -       922.468  (meters)    3026.46   (feet)  ADJUSTED  
 FL0460  ___________________________________________________________________
 FL0460  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL0460  DYNAMIC HT  -         921.464 (meters)    3023.17  (feet)  COMP
 FL0460  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 FL0460
 FL0460  VERT ORDER  -  SECOND    CLASS 0
 FL0460
 FL0460.The horizontal coordinates were scaled from a topographic map and have
 FL0460.an estimated accuracy of +/- 6 seconds.
 FL0460
 FL0460.The orthometric height was determined by differential leveling
 FL0460.and adjusted by the National Geodetic Survey in June 1991..
 FL0460
 FL0460.The geoid height was determined by GEOID03.
 FL0460
 FL0460.The dynamic height is computed by dividing the NAVD 88
 FL0460.geopotential number by the normal gravity value computed on the
 FL0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0460.degrees latitude (g = 980.6199 gals.).
 FL0460
 FL0460.The modeled gravity was interpolated from observed gravity values.
 FL0460
 FL0460;                    North         East    Units  Estimated Accuracy
 FL0460;SPC TX N     - 1,158,250.      253,850.      MT  (+/- 180 meters Scaled)
 FL0460
 FL0460                          SUPERSEDED SURVEY CONTROL
 FL0460
 FL0460  NGVD 29 (??/??/92)  922.074  (m)         3025.17   (f) ADJ UNCH    2 0
 FL0460
 FL0460.Superseded values are not recommended for survey control.
 FL0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0460.See file dsdata.txt to determine how the superseded data were derived.
 FL0460
 FL0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE268218(NAD 83)
 FL0460_MARKER: DB = BENCH MARK DISK
 FL0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0460_STAMPING: H 555 1935
 FL0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0460+STABILITY: SURFACE MOTION
 FL0460
 FL0460  HISTORY     - Date     Condition        Report By
 FL0460  HISTORY     - 1935     MONUMENTED       CGS
 FL0460  HISTORY     - 1943     GOOD             NGS
 FL0460
 FL0460                          STATION DESCRIPTION
 FL0460
 FL0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0460'5.9 MI W FROM LEFORS.
 FL0460'5.9 MILES WEST ALONG A GRADED ROAD FROM THE POST OFFICE AT LEFORS, ON
 FL0460'THE SLOPE OF A HILL, 94 FEET NORTH OF THE CENTERLINE OF THE ROAD, 8.6
 FL0460'FEET EAST OF THE CORNER OF A STEEL FENCE AROUND A TRANSFORMER, AND 1.7
 FL0460'FEET SOUTH OF THE EAST-AND-WEST PORTION OF THE FENCE.  A STANDARD
 FL0460'DISK, STAMPED H 555 1935 AND SET IN THE TOP OF A CONCRETE POST
 FL0460'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0728 ***********************************************************************
 BY0728  DESIGNATION -  H 556
 BY0728  PID         -  BY0728
 BY0728  STATE/COUNTY-  TX/TRINITY
 BY0728  USGS QUAD   -  WELLS SW (1980)
 BY0728
 BY0728                         *CURRENT SURVEY CONTROL
 BY0728  ___________________________________________________________________
 BY0728* NAD 83(1986)-  31 15 46.     (N)    094 59 26.     (W)     SCALED    
 BY0728* NAVD 88     -        90.04   (+/-2cm)     295.4    (feet)  VERTCON   
 BY0728  ___________________________________________________________________
 BY0728  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY0728
 BY0728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0728
 BY0728.The horizontal coordinates were scaled from a topographic map and have
 BY0728.an estimated accuracy of +/- 6 seconds.
 BY0728
 BY0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0728.The vertical order pertains to the NGVD 29 superseded value.
 BY0728
 BY0728.The geoid height was determined by GEOID03.
 BY0728
 BY0728;                    North         East    Units  Estimated Accuracy
 BY0728;SPC TX C     - 3,189,150.    1,208,600.      MT  (+/- 180 meters Scaled)
 BY0728
 BY0728                          SUPERSEDED SURVEY CONTROL
 BY0728
 BY0728  NGVD 29 (??/??/92)   90.073  (m)          295.51   (f) ADJ UNCH    2 0
 BY0728
 BY0728.Superseded values are not recommended for survey control.
 BY0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0728.See file dsdata.txt to determine how the superseded data were derived.
 BY0728
 BY0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ104604(NAD 83)
 BY0728_MARKER: DB = BENCH MARK DISK
 BY0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0728_STAMPING: H 556 1947
 BY0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0728+STABILITY: SURFACE MOTION
 BY0728
 BY0728  HISTORY     - Date     Condition        Report By
 BY0728  HISTORY     - 1947     MONUMENTED       CGS
 BY0728
 BY0728                          STATION DESCRIPTION
 BY0728
 BY0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0728'3.1 MI N FROM APPLE SPRINGS.
 BY0728'0.1 MILE WEST ALONG STATE HIGHWAY NO.94 FROM THE POST OFFICE AT APPLE
 BY0728'SPRINGS, THENCE NORTH 3.0 MILES ALONG A GRADED DIRT ROAD, ON TOP OF A
 BY0728'SMALL HILL, ABOUT 310 FEET SOUTH OF A WOODS ROAD LEADING NORTHWEST,
 BY0728'31.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 12.6 FEET
 BY0728'NORTH OF A 15 INCH OAK TREE, 2.0 FEET NORTH OF A 4 X 4 IN. WITNESS
 BY0728'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.4 FOOT
 BY0728'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0763 ***********************************************************************
 BY0763  DESIGNATION -  H 557
 BY0763  PID         -  BY0763
 BY0763  STATE/COUNTY-  TX/ANGELINA
 BY0763  USGS QUAD   -  LUFKIN (1980)
 BY0763
 BY0763                         *CURRENT SURVEY CONTROL
 BY0763  ___________________________________________________________________
 BY0763* NAD 83(1986)-  31 20 47.     (N)    094 44 15.     (W)     SCALED    
 BY0763* NAVD 88     -        90.83   (+/-2cm)     298.0    (feet)  VERTCON   
 BY0763  ___________________________________________________________________
 BY0763  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BY0763
 BY0763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0763
 BY0763.The horizontal coordinates were scaled from a topographic map and have
 BY0763.an estimated accuracy of +/- 6 seconds.
 BY0763
 BY0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0763.The vertical order pertains to the NGVD 29 superseded value.
 BY0763
 BY0763.The geoid height was determined by GEOID03.
 BY0763
 BY0763;                    North         East    Units  Estimated Accuracy
 BY0763;SPC TX C     - 3,199,600.    1,232,210.      MT  (+/- 180 meters Scaled)
 BY0763
 BY0763                          SUPERSEDED SURVEY CONTROL
 BY0763
 BY0763  NGVD 29 (??/??/92)   90.882  (m)          298.17   (f) ADJ UNCH    2 0
 BY0763
 BY0763.Superseded values are not recommended for survey control.
 BY0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0763.See file dsdata.txt to determine how the superseded data were derived.
 BY0763
 BY0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ347692(NAD 83)
 BY0763_MARKER: DB = BENCH MARK DISK
 BY0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0763_SP_SET: CULVERT
 BY0763_STAMPING: H 557 1948
 BY0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0763
 BY0763  HISTORY     - Date     Condition        Report By
 BY0763  HISTORY     - 1948     MONUMENTED       CGS
 BY0763
 BY0763                          STATION DESCRIPTION
 BY0763
 BY0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0763'IN LUFKIN.
 BY0763'AT LUFKIN, 0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT
 BY0763'LUFKIN, THENCE 0.3 MILE SOUTH ALONG U.S. HIGHWAY 59, THENCE 1.1 MILES
 BY0763'NORTHWEST ALONG U.S. HIGHWAY 69, 138.3 FEET SOUTH OF THE INTERSECTION
 BY0763'OF THE HIGHWAY AND THE RAILROAD, 44.1 FEET SOUTHWEST OF THE SOUTHWEST
 BY0763'RAIL OF THE RAILROAD, 38.6 FEET EAST OF THE CENTER LINE OF THE
 BY0763'HIGHWAY, SET IN THE TOP OF AND 0.2 FOOT NORTH OF THE SOUTH END OF THE
 BY0763'EAST HEADWALL OF A LARGE CONCRETE BOX CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1545 ***********************************************************************
 BY1545  DESIGNATION -  H 558
 BY1545  PID         -  BY1545
 BY1545  STATE/COUNTY-  TX/TRINITY
 BY1545  USGS QUAD   -  CRECY (1963)
 BY1545
 BY1545                         *CURRENT SURVEY CONTROL
 BY1545  ___________________________________________________________________
 BY1545* NAD 83(1986)-  31 10 48.     (N)    095 01 33.     (W)     SCALED    
 BY1545* NAVD 88     -       101.45   (+/-2cm)     332.8    (feet)  VERTCON   
 BY1545  ___________________________________________________________________
 BY1545  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BY1545
 BY1545  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1545
 BY1545.The horizontal coordinates were scaled from a topographic map and have
 BY1545.an estimated accuracy of +/- 6 seconds.
 BY1545
 BY1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1545.The vertical order pertains to the NGVD 29 superseded value.
 BY1545
 BY1545.The geoid height was determined by GEOID03.
 BY1545
 BY1545;                    North         East    Units  Estimated Accuracy
 BY1545;SPC TX C     - 3,179,830.    1,205,690.      MT  (+/- 180 meters Scaled)
 BY1545
 BY1545                          SUPERSEDED SURVEY CONTROL
 BY1545
 BY1545  NGVD 29 (??/??/92)  101.471  (m)          332.91   (f) ADJ UNCH    2 0
 BY1545
 BY1545.Superseded values are not recommended for survey control.
 BY1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1545.See file dsdata.txt to determine how the superseded data were derived.
 BY1545
 BY1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ069513(NAD 83)
 BY1545_MARKER: DB = BENCH MARK DISK
 BY1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1545_STAMPING: H 558 1948
 BY1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1545+STABILITY: SURFACE MOTION
 BY1545
 BY1545  HISTORY     - Date     Condition        Report By
 BY1545  HISTORY     - 1948     MONUMENTED       CGS
 BY1545
 BY1545                          STATION DESCRIPTION
 BY1545
 BY1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1545'6.1 MI E FROM APPLE SPRINGS.
 BY1545'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY1545'LODGE AT APPLE SPRINGS, THENCE 0.9 MILE EAST ALONG A GRADED DIRT ROAD,
 BY1545'196.0 FEET EAST OF THE NORTHEAST CORNER OF A 10-FOOT WOODEN BRIDGE,
 BY1545'105.0 FEET WEST OF THE NORTH END OF A 24-INCH CORRUGATED IRON CULVERT,
 BY1545'52.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 16.0 FEET EAST OF THE
 BY1545'CENTER LINE OF A DIM TRAIL LEADING NORTH, 1.7 FEET EAST OF A REFERENCE
 BY1545'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BY1545'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1544 ***********************************************************************
 BY1544  DESIGNATION -  H 559
 BY1544  PID         -  BY1544
 BY1544  STATE/COUNTY-  TX/TRINITY
 BY1544  USGS QUAD   -  CRECY (1963)
 BY1544
 BY1544                         *CURRENT SURVEY CONTROL
 BY1544  ___________________________________________________________________
 BY1544* NAD 83(1986)-  31 11 11.     (N)    095 03 09.     (W)     SCALED    
 BY1544* NAVD 88     -       116.64   (+/-2cm)     382.7    (feet)  VERTCON   
 BY1544  ___________________________________________________________________
 BY1544  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1544
 BY1544  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1544
 BY1544.The horizontal coordinates were scaled from a topographic map and have
 BY1544.an estimated accuracy of +/- 6 seconds.
 BY1544
 BY1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1544.The vertical order pertains to the NGVD 29 superseded value.
 BY1544
 BY1544.The geoid height was determined by GEOID03.
 BY1544
 BY1544;                    North         East    Units  Estimated Accuracy
 BY1544;SPC TX C     - 3,180,410.    1,203,110.      MT  (+/- 180 meters Scaled)
 BY1544
 BY1544                          SUPERSEDED SURVEY CONTROL
 BY1544
 BY1544  NGVD 29 (??/??/92)  116.663  (m)          382.75   (f) ADJ UNCH    2 0
 BY1544
 BY1544.Superseded values are not recommended for survey control.
 BY1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1544.See file dsdata.txt to determine how the superseded data were derived.
 BY1544
 BY1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ044520(NAD 83)
 BY1544_MARKER: DB = BENCH MARK DISK
 BY1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1544_STAMPING: H 559 1948
 BY1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1544+STABILITY: SURFACE MOTION
 BY1544
 BY1544  HISTORY     - Date     Condition        Report By
 BY1544  HISTORY     - 1948     MONUMENTED       CGS
 BY1544
 BY1544                          STATION DESCRIPTION
 BY1544
 BY1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1544'6.1 MI W FROM APPLE SPRINGS.
 BY1544'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY1544'LODGE AT APPLE SPRINGS, THENCE 0.9 MILE WEST ALONG A GRADED DIRT ROAD,
 BY1544'0.2 MILE EAST OF THE INTERSECTION OF TWO DIRT ROADS, 69 YARDS (PACED)
 BY1544'SOUTHWEST OF AND ACROSS THE ROAD FROM A LARGE PILE OF SAWDUST AT AN
 BY1544'ABANDONED SAWMILL SITE, 44.0 FEET SOUTH OF THE CENTER LINE OF THE
 BY1544'ROAD, 29.0 FEET SOUTHWEST OF THE CENTER LINE OF A DIM TRAIL LEADING
 BY1544'SOUTHEAST, 7.7 FEET NORTH OF A 12-INCH OAK TREE, 1.7 FEET EAST OF A
 BY1544'REFERENCE POST, ON TOP OF A RISE, SET IN THE TOP OF A CONCRETE POST
 BY1544'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5808 ***********************************************************************
 AW5808  DESIGNATION -  H 56 TX
 AW5808  PID         -  AW5808
 AW5808  STATE/COUNTY-  TX/GALVESTON
 AW5808  USGS QUAD   -  LAKE COMO (1994)
 AW5808
 AW5808                         *CURRENT SURVEY CONTROL
 AW5808  ___________________________________________________________________
 AW5808* NAD 83(1993)-  29 12 32.40124(N)    094 55 32.08844(W)     ADJUSTED  
 AW5808* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 AW5808  ___________________________________________________________________
 AW5808  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AW5808  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW5808
 AW5808  HORZ ORDER  -  THIRD
 AW5808
 AW5808.The horizontal coordinates were established by classical geodetic methods
 AW5808.and adjusted by the National Geodetic Survey in February 1996..
 AW5808
 AW5808.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5808
 AW5808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5808
 AW5808.The geoid height was determined by GEOID03.
 AW5808
 AW5808;                    North         East     Units Scale Factor Converg.
 AW5808;SPC TXSC     - 4,159,360.372   996,072.398   MT  0.99986564   +1 59 46.0
 AW5808;SPC TXSC     -13,646,168.15  3,267,947.53   sFT  0.99986564   +1 59 46.0
 AW5808;UTM  15      - 3,232,676.805   312,808.562   MT  1.00003240   -0 56 23.8
 AW5808
 AW5808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5808!SPC TXSC     -   1.00000357  x   0.99986564  =   0.99986921
 AW5808!UTM  15      -   1.00000357  x   1.00003240  =   1.00003597
 AW5808
 AW5808:                Primary Azimuth Mark                     Grid Az
 AW5808:SPC TXSC     -  GALVESTON CABLE TV MAST                  026 45 55.2
 AW5808:UTM  15      -  GALVESTON CABLE TV MAST                  029 42 05.0
 AW5808
 AW5808|---------------------------------------------------------------------|
 AW5808| PID    Reference Object                     Distance      Geod. Az  |
 AW5808|                                                           dddmmss.s |
 AW5808| AW5807 GALVESTON CABLE TV MAST             APPROX. 3.2 KM 0284541.2 |
 AW5808| AW5809 H 57 TX                             APPROX. 1.3 KM 2352028.5 |
 AW5808|---------------------------------------------------------------------|
 AW5808
 AW5808                          SUPERSEDED SURVEY CONTROL
 AW5808
 AW5808  NAD 83(1986)-  29 12 32.41468(N)    094 55 32.06967(W) AD(       ) 3
 AW5808  NAD 27      -  29 12 31.55544(N)    094 55 31.35004(W) AD(       ) 3
 AW5808  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG       
 AW5808
 AW5808.Superseded values are not recommended for survey control.
 AW5808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5808.See file dsdata.txt to determine how the superseded data were derived.
 AW5808
 AW5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1280932677(NAD 83)
 AW5808_MARKER: DD = SURVEY DISK
 AW5808_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW5808_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW5808_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW5808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5808+STABILITY: SURFACE MOTION
 AW5808
 AW5808  HISTORY     - Date     Condition        Report By
 AW5808  HISTORY     - 1979     MONUMENTED       NOS
 AW5808  HISTORY     - 1982     GOOD             NOS
 AW5808  HISTORY     - 19890531 MARK NOT FOUND   USPSQD
 AW5808
 AW5808                          STATION DESCRIPTION
 AW5808
 AW5808'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5808'THE STATION IS LOCATED 7 MILES SOUTHWEST OF GALVESTON.
 AW5808'
 AW5808'TO REACH FROM THE JUNCTION OF 61ST STREET AND SEAWALL
 AW5808'BOULEVARD IN GALVESTON, GO SOUTHWEST ON SEAWALL BOULEVARD
 AW5808'FOR 2.75 MILE TO FARM ROAD 3005 CONTINUE SOUTHWEST FOR 4.5 MILES
 AW5808'TO A SIDE ROAD LEFT.  TURN LEFT ON 11 MILE ROAD AND GO SOUTHEAST
 AW5808'FOR 0.2 MILE TO THE BEACH.  TURN LEFT ON THE BEACH AND GO
 AW5808'NORTHEAST FOR 0.1 MILE TO THE STATION ON THE DUNE LINE TO
 AW5808'THE LEFT.
 AW5808'
 AW5808'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 56 TX 1979---,
 AW5808'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD AND PROJECTS 6 INCHES
 AW5808'IT IS 93.3 FEET WEST OF THE MOST SOUTHEASTERLY 4X4-INCH POST IN A
 AW5808'FENCE LINE, 88.8 FEET SOUTH OF A 4X4-INCH POST IN THE FENCE LINE
 AW5808'AND 8.5 FEET SOUTHEAST OF A WOODEN WITNESS POST WITH SIGN
 AW5808'ATTACHED.
 AW5808'
 AW5808'HEIGHT OF LIGHT SHOWN WAS 1.22 METERS.
 AW5808
 AW5808                          STATION RECOVERY (1982)
 AW5808
 AW5808'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW5808'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW5808
 AW5808                          STATION RECOVERY (1989)
 AW5808
 AW5808'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW5808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1526 ***********************************************************************
 BY1526  DESIGNATION -  H 560
 BY1526  PID         -  BY1526
 BY1526  STATE/COUNTY-  TX/TRINITY
 BY1526  USGS QUAD   -  PENNINGTON (1963)
 BY1526
 BY1526                         *CURRENT SURVEY CONTROL
 BY1526  ___________________________________________________________________
 BY1526* NAD 83(1986)-  31 11 17.     (N)    095 11 27.     (W)     SCALED    
 BY1526* NAVD 88     -       115.44   (+/-2cm)     378.7    (feet)  VERTCON   
 BY1526  ___________________________________________________________________
 BY1526  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY1526
 BY1526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1526
 BY1526.The horizontal coordinates were scaled from a topographic map and have
 BY1526.an estimated accuracy of +/- 6 seconds.
 BY1526
 BY1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1526.The vertical order pertains to the NGVD 29 superseded value.
 BY1526
 BY1526.The geoid height was determined by GEOID03.
 BY1526
 BY1526;                    North         East    Units  Estimated Accuracy
 BY1526;SPC TX C     - 3,179,980.    1,189,930.      MT  (+/- 180 meters Scaled)
 BY1526
 BY1526                          SUPERSEDED SURVEY CONTROL
 BY1526
 BY1526  NGVD 29 (??/??/92)  115.459  (m)          378.80   (f) ADJ UNCH    2 0
 BY1526
 BY1526.Superseded values are not recommended for survey control.
 BY1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1526.See file dsdata.txt to determine how the superseded data were derived.
 BY1526
 BY1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ912525(NAD 83)
 BY1526_MARKER: DB = BENCH MARK DISK
 BY1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1526_STAMPING: H 560 1948
 BY1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1526+STABILITY: SURFACE MOTION
 BY1526
 BY1526  HISTORY     - Date     Condition        Report By
 BY1526  HISTORY     - 1948     MONUMENTED       CGS
 BY1526
 BY1526                          STATION DESCRIPTION
 BY1526
 BY1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1526'2.5 MI E FROM PENNINGTON.
 BY1526'2.5 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1526'PENNINGTON, AT A ROAD JUNCTION, 123.0 FEET NORTH OF THE CENTER LINE OF
 BY1526'A ROAD LEADING WEST, 39.8 FEET EAST OF THE NORTHEAST CORNER OF A
 BY1526'CHURCH, 35.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 8.0
 BY1526'FEET WEST OF A FENCE CORNER, 2.0 FEET EAST OF A REFERENCE POST, 1.0
 BY1526'FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY1526'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0801 ***********************************************************************
 FM0801  DESIGNATION -  H 562
 FM0801  PID         -  FM0801
 FM0801  STATE/COUNTY-  TX/RANDALL
 FM0801  USGS QUAD   -  BIVINS LAKE (1984)
 FM0801
 FM0801                         *CURRENT SURVEY CONTROL
 FM0801  ___________________________________________________________________
 FM0801* NAD 83(1986)-  35 03 28.     (N)    102 00 47.     (W)     SCALED    
 FM0801* NAVD 88     -      1124.575  (meters)    3689.54   (feet)  ADJUSTED  
 FM0801  ___________________________________________________________________
 FM0801  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 FM0801  DYNAMIC HT  -        1123.207 (meters)    3685.05  (feet)  COMP
 FM0801  MODELED GRAV-     979,378.8   (mgal)                       NAVD 88
 FM0801
 FM0801  VERT ORDER  -  SECOND    CLASS 0
 FM0801
 FM0801.The horizontal coordinates were scaled from a topographic map and have
 FM0801.an estimated accuracy of +/- 6 seconds.
 FM0801
 FM0801.The orthometric height was determined by differential leveling
 FM0801.and adjusted by the National Geodetic Survey in June 1991..
 FM0801
 FM0801.The geoid height was determined by GEOID03.
 FM0801
 FM0801.The dynamic height is computed by dividing the NAVD 88
 FM0801.geopotential number by the normal gravity value computed on the
 FM0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0801.degrees latitude (g = 980.6199 gals.).
 FM0801
 FM0801.The modeled gravity was interpolated from observed gravity values.
 FM0801
 FM0801;                    North         East    Units  Estimated Accuracy
 FM0801;SPC TX N     - 1,117,470.      153,200.      MT  (+/- 180 meters Scaled)
 FM0801
 FM0801                          SUPERSEDED SURVEY CONTROL
 FM0801
 FM0801  NGVD 29 (??/??/92) 1124.081  (m)         3687.92   (f) ADJ UNCH    2 0
 FM0801
 FM0801.Superseded values are not recommended for survey control.
 FM0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0801.See file dsdata.txt to determine how the superseded data were derived.
 FM0801
 FM0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU724835(NAD 83)
 FM0801_MARKER: DB = BENCH MARK DISK
 FM0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0801_STAMPING: H 562 1935
 FM0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0801+STABILITY: SURFACE MOTION
 FM0801
 FM0801  HISTORY     - Date     Condition        Report By
 FM0801  HISTORY     - 1935     MONUMENTED       CGS
 FM0801  HISTORY     - 1954     MARK NOT FOUND   USGS
 FM0801
 FM0801                          STATION DESCRIPTION
 FM0801
 FM0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0801'5.1 MI N FROM CANYON.
 FM0801'5.1 MILES NORTH ALONG THE SONCY ROAD FROM THE PANHANDLE AND SANTA FE
 FM0801'RAILWAY STATION AT CANYON, RANDALL COUNTY, THENCE 4.2 MILES WEST ALONG
 FM0801'A GRADED ROAD, 0.7 MILE EAST OF THE CITY LAKE ROAD, IN A LOW STRIP OF
 FM0801'LAND WITH A LARGE POND AT THE NORTH END, 0.1 MILE SOUTH OF THE POND,
 FM0801'AT THE WEST EDGE OF OLSON RANCH, 36 FEET SOUTH OF THE CENTERLINE OF
 FM0801'THE ROAD, 1.3 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND SET IN
 FM0801'THE TOP OF A CONCRETE POST.
 FM0801
 FM0801                          STATION RECOVERY (1954)
 FM0801
 FM0801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FM0801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1272 ***********************************************************************
 FL1272  DESIGNATION -  H 563
 FL1272  PID         -  FL1272
 FL1272  STATE/COUNTY-  TX/ARMSTRONG
 FL1272  USGS QUAD   -  FAIRVIEW (1973)
 FL1272
 FL1272                         *CURRENT SURVEY CONTROL
 FL1272  ___________________________________________________________________
 FL1272* NAD 83(1986)-  35 00 02.     (N)    101 35 41.     (W)     SCALED    
 FL1272* NAVD 88     -      1062.201  (meters)    3484.90   (feet)  ADJUSTED  
 FL1272  ___________________________________________________________________
 FL1272  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1272  DYNAMIC HT  -        1060.927 (meters)    3480.72  (feet)  COMP
 FL1272  MODELED GRAV-     979,398.7   (mgal)                       NAVD 88
 FL1272
 FL1272  VERT ORDER  -  SECOND    CLASS 0
 FL1272
 FL1272.The horizontal coordinates were scaled from a topographic map and have
 FL1272.an estimated accuracy of +/- 6 seconds.
 FL1272
 FL1272.The orthometric height was determined by differential leveling
 FL1272.and adjusted by the National Geodetic Survey in June 1991..
 FL1272
 FL1272.The geoid height was determined by GEOID03.
 FL1272
 FL1272.The dynamic height is computed by dividing the NAVD 88
 FL1272.geopotential number by the normal gravity value computed on the
 FL1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1272.degrees latitude (g = 980.6199 gals.).
 FL1272
 FL1272.The modeled gravity was interpolated from observed gravity values.
 FL1272
 FL1272;                    North         East    Units  Estimated Accuracy
 FL1272;SPC TX N     - 1,111,000.      191,350.      MT  (+/- 180 meters Scaled)
 FL1272
 FL1272                          SUPERSEDED SURVEY CONTROL
 FL1272
 FL1272  NGVD 29 (??/??/92) 1061.723  (m)         3483.34   (f) ADJ UNCH    2 0
 FL1272
 FL1272.Superseded values are not recommended for survey control.
 FL1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1272.See file dsdata.txt to determine how the superseded data were derived.
 FL1272
 FL1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD632761(NAD 83)
 FL1272_MARKER: DB = BENCH MARK DISK
 FL1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1272_STAMPING: H 563 1935
 FL1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1272+STABILITY: SURFACE MOTION
 FL1272
 FL1272  HISTORY     - Date     Condition        Report By
 FL1272  HISTORY     - 1935     MONUMENTED       CGS
 FL1272
 FL1272                          STATION DESCRIPTION
 FL1272
 FL1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1272'15.6 MI SW FROM WASHBURN.
 FL1272'2.3 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 FL1272'WASHBURN, ARMSTRONG COUNTY, THENCE 12.4 MILES SOUTH AND 0.9 MILE EAST
 FL1272'ALONG GRADED ROADS.  1.3 MILES NORTH OF A SMALL RANCH WITH A CORRAL,
 FL1272'15 FEET EAST OF THE NORTH ENTRANCE TO THE RANCH, 30 FEET SOUTH OF THE
 FL1272'CENTERLINE OF THE ROAD, 15 FEET EAST OF A WIRE CATTLE GATE, AND 3 FEET
 FL1272'SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED H 563 1935
 FL1272'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1273 ***********************************************************************
 FL1273  DESIGNATION -  H 563 RESET 1964
 FL1273  PID         -  FL1273
 FL1273  STATE/COUNTY-  TX/ARMSTRONG
 FL1273  USGS QUAD   -  FAIRVIEW (1973)
 FL1273
 FL1273                         *CURRENT SURVEY CONTROL
 FL1273  ___________________________________________________________________
 FL1273* NAD 83(1986)-  35 00 02.     (N)    101 35 41.     (W)     SCALED    
 FL1273* NAVD 88     -      1062.05   (meters)    3484.4    (feet)  RESET     
 FL1273  ___________________________________________________________________
 FL1273  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1273
 FL1273  VERT ORDER  -  THIRD
 FL1273
 FL1273.The horizontal coordinates were scaled from a topographic map and have
 FL1273.an estimated accuracy of +/- 6 seconds.
 FL1273
 FL1273.The orthometric height was computed from unverified reset data.
 FL1273
 FL1273.The geoid height was determined by GEOID03.
 FL1273
 FL1273;                    North         East    Units  Estimated Accuracy
 FL1273;SPC TX N     - 1,111,000.      191,350.      MT  (+/- 180 meters Scaled)
 FL1273
 FL1273                          SUPERSEDED SURVEY CONTROL
 FL1273
 FL1273.No superseded survey control is available for this station.
 FL1273
 FL1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD632761(NAD 83)
 FL1273_MARKER: DB = BENCH MARK DISK
 FL1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1273_STAMPING: H 563 RESET 1964
 FL1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1273+STABILITY: SURFACE MOTION
 FL1273
 FL1273  HISTORY     - Date     Condition        Report By
 FL1273  HISTORY     - 1964     MONUMENTED       CGS
 FL1273
 FL1273                          STATION DESCRIPTION
 FL1273
 FL1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FL1273'16.2 MI SW FROM WASHBURN.
 FL1273'ABOUT 2.3 MILES WEST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 FL1273'WASHBURN, ARMSTRONG COUNTY, THENCE 12.9 MILES SOUTH ALONG A DIRT ROAD
 FL1273'TO FARM ROAD 1258, THENCE 1.0 MILE EAST ALONG FARM ROAD 1258 TO BENCH
 FL1273'MARK, OR 8.5 MILES SOUTH ALONG STATE HIGHWAY 284 FROM THE JUNCTION OF
 FL1273'U. S. HIGHWAY 287 AND STATE HIGHWAY 284 IN CLAUDE, ARMSTRONG COUNTY,
 FL1273'THENCE 14.3 MILES WEST ALONG FARM ROAD 1258 TO BENCH MARK, AT THE
 FL1273'ENTRANCE TO THE HARRELLY RANCH, 65 FEET SOUTH OF THE CENTER LINE OF
 FL1273'HIGHWAY, 18 FEET WEST OF THE CENTER OF A CATTLE GUARD, 4 FEET
 FL1273'NORTHEAST OF A POWER LINE POLE, 1 FOOT NORTH OF A METAL WITNESS POST
 FL1273'AND 6 INCHES EAST OF A NORTH-SOUTH FENCE LINE.  A STANDARD DISK
 FL1273'STAMPED H 563 RESET 1964 AND SET IN A 12 IN. X 12 IN. CONCRETE POST
 FL1273'WHICH PROJECTS 6 INCHES. IT IS AT TEXAS HIGHWAY DEPARTMENT BASE LINE
 FL1273'STATION 42 + 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1169 ***********************************************************************
 AY1169  DESIGNATION -  H 564
 AY1169  PID         -  AY1169
 AY1169  STATE/COUNTY-  TX/BANDERA
 AY1169  USGS QUAD   -  TARPLEY PASS (1964)
 AY1169
 AY1169                         *CURRENT SURVEY CONTROL
 AY1169  ___________________________________________________________________
 AY1169* NAD 83(1986)-  29 40 42.     (N)    099 12 31.     (W)     SCALED    
 AY1169* NAVD 88     -       476.712  (meters)    1564.01   (feet)  ADJUSTED  
 AY1169  ___________________________________________________________________
 AY1169  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AY1169  DYNAMIC HT  -         476.015 (meters)    1561.73  (feet)  COMP
 AY1169  MODELED GRAV-     979,167.7   (mgal)                       NAVD 88
 AY1169
 AY1169  VERT ORDER  -  SECOND    CLASS 0
 AY1169
 AY1169.The horizontal coordinates were scaled from a topographic map and have
 AY1169.an estimated accuracy of +/- 6 seconds.
 AY1169
 AY1169.The orthometric height was determined by differential leveling
 AY1169.and adjusted by the National Geodetic Survey in June 1991..
 AY1169
 AY1169.The geoid height was determined by GEOID03.
 AY1169
 AY1169.The dynamic height is computed by dividing the NAVD 88
 AY1169.geopotential number by the normal gravity value computed on the
 AY1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1169.degrees latitude (g = 980.6199 gals.).
 AY1169
 AY1169.The modeled gravity was interpolated from observed gravity values.
 AY1169
 AY1169;                    North         East    Units  Estimated Accuracy
 AY1169;SPC TXSC     - 4,204,490.      579,810.      MT  (+/- 180 meters Scaled)
 AY1169
 AY1169                          SUPERSEDED SURVEY CONTROL
 AY1169
 AY1169  NGVD 29 (??/??/92)  476.575  (m)         1563.56   (f) ADJ UNCH    2 0
 AY1169
 AY1169.Superseded values are not recommended for survey control.
 AY1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1169.See file dsdata.txt to determine how the superseded data were derived.
 AY1169
 AY1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT798831(NAD 83)
 AY1169_MARKER: DB = BENCH MARK DISK
 AY1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1169_STAMPING: H 564 1953
 AY1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1169+STABILITY: SURFACE MOTION
 AY1169
 AY1169  HISTORY     - Date     Condition        Report By
 AY1169  HISTORY     - 1953     MONUMENTED       CGS
 AY1169  HISTORY     - 1963     GOOD             USGS
 AY1169  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 AY1169  HISTORY     - 20050809 MARK NOT FOUND   USPSQD
 AY1169
 AY1169                          STATION DESCRIPTION
 AY1169
 AY1169'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AY1169'4.6 MI NE FROM TARPLEY.
 AY1169'4.5 MILES NORTHEAST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1169'TARPLEY, 204 FEET SOUTHWEST OF A CONCRETE CULVERT, 61 FEET SOUTHEAST
 AY1169'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF THE ROW FENCE,
 AY1169'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AY1169'GROUND.
 AY1169
 AY1169                          STATION RECOVERY (1993)
 AY1169
 AY1169'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1169'MARK NOT FOUND.
 AY1169
 AY1169                          STATION RECOVERY (2005)
 AY1169
 AY1169'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1011 ***********************************************************************
 FL1011  DESIGNATION -  H 565
 FL1011  PID         -  FL1011
 FL1011  STATE/COUNTY-  TX/ARMSTRONG
 FL1011  USGS QUAD   -  CONWAY (1983)
 FL1011
 FL1011                         *CURRENT SURVEY CONTROL
 FL1011  ___________________________________________________________________
 FL1011* NAD 83(1986)-  35 10 42.     (N)    101 28 16.     (W)     SCALED    
 FL1011* NAVD 88     -      1059.546  (meters)    3476.19   (feet)  ADJUSTED  
 FL1011  ___________________________________________________________________
 FL1011  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL1011  DYNAMIC HT  -        1058.289 (meters)    3472.07  (feet)  COMP
 FL1011  MODELED GRAV-     979,411.4   (mgal)                       NAVD 88
 FL1011
 FL1011  VERT ORDER  -  SECOND    CLASS 0
 FL1011
 FL1011.The horizontal coordinates were scaled from a topographic map and have
 FL1011.an estimated accuracy of +/- 6 seconds.
 FL1011
 FL1011.The orthometric height was determined by differential leveling
 FL1011.and adjusted by the National Geodetic Survey in June 1991..
 FL1011
 FL1011.The geoid height was determined by GEOID03.
 FL1011
 FL1011.The dynamic height is computed by dividing the NAVD 88
 FL1011.geopotential number by the normal gravity value computed on the
 FL1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1011.degrees latitude (g = 980.6199 gals.).
 FL1011
 FL1011.The modeled gravity was interpolated from observed gravity values.
 FL1011
 FL1011;                    North         East    Units  Estimated Accuracy
 FL1011;SPC TX N     - 1,130,720.      202,630.      MT  (+/- 180 meters Scaled)
 FL1011
 FL1011                          SUPERSEDED SURVEY CONTROL
 FL1011
 FL1011  NGVD 29 (??/??/92) 1059.074  (m)         3474.65   (f) ADJ UNCH    2 0
 FL1011
 FL1011.Superseded values are not recommended for survey control.
 FL1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1011.See file dsdata.txt to determine how the superseded data were derived.
 FL1011
 FL1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD749956(NAD 83)
 FL1011_MARKER: DB = BENCH MARK DISK
 FL1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1011_STAMPING: H 565 1935
 FL1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1011+STABILITY: SURFACE MOTION
 FL1011
 FL1011  HISTORY     - Date     Condition        Report By
 FL1011  HISTORY     - 1935     MONUMENTED       CGS
 FL1011  HISTORY     - 1943     GOOD             NGS
 FL1011  HISTORY     - 1980     MARK NOT FOUND   USGS
 FL1011  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1011
 FL1011                          STATION DESCRIPTION
 FL1011
 FL1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1011'7.2 MI SW FROM CONWAY.
 FL1011'IN ARMSTRONG COUNTY, 7.2 MILES SOUTHWEST OF CONWAY, CARSON COUNTY.
 FL1011'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 5.0 MILES
 FL1011'WEST ALONG U.S. HIGHWAY 66, THENCE 2.2 MILES SOUTH ALONG A DIM DIRT
 FL1011'ROAD.  IT IS 0.8 MILE SOUTH OF A 9-WIRE TELEPHONE LINE RUNNING EAST
 FL1011'AND WEST, 0.6 MILE NORTH OF THE H.W. GREEN RANCH HOUSE, 245 FEET WEST
 FL1011'OF A WINDMILL AND A WATER TANK, AND AT A NORTH-AND-SOUTH FENCE CORNER.
 FL1011'A STANDARD DISK, STAMPED H 565 1935 AND SET IN THE TOP OF A CONCRETE
 FL1011'POST.  NOTE -- THE ROAD DUE NORTH OF THIS BENCH MARK IS FENCED OFF AND
 FL1011'CANNOT BE DRIVEN OVER.
 FL1011
 FL1011                          STATION RECOVERY (1980)
 FL1011
 FL1011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FL1011'AT THE DESCRIBED LOCATION, CONSIDERABLE CHANGES IN THE FEATURES IN
 FL1011'THE DESCRIPTION HAVE OCCURED. A NEW FENCE, NORTH-SOUTH HAS BEEN
 FL1011'ERECTED, AND A DITCH DUG ALONG THE FENCE. THIS DRAINAGE PARALLELS THE
 FL1011'NEW FENCE, ON THE EAST SIDE. ON THE WEST SIDE OF THE NEW FENCE, THE
 FL1011'FIELD IS CULIVATED RIGHT UP TO THE FENCE LINE. MEASUREMENT FROM THE
 FL1011'WM IN THE DESCRIPTION, PLACES THE MARK IN THE DITCH. THE AREA AROUND
 FL1011'THE MEASURED POSITION WAS SEARCHED AND PROBED AND EXCAVATED SLIGHTLY
 FL1011'ALSO, BUT NO TRACE OF THE MARK WAS FOUND. PROBABLY DESTROYED.
 FL1011
 FL1011                          STATION RECOVERY (1984)
 FL1011
 FL1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0443 ***********************************************************************
 EN0443  DESIGNATION -  H 566
 EN0443  PID         -  EN0443
 EN0443  STATE/COUNTY-  TX/RANDALL
 EN0443  USGS QUAD   -  OGG (1984)
 EN0443
 EN0443                         *CURRENT SURVEY CONTROL
 EN0443  ___________________________________________________________________
 EN0443* NAD 83(1986)-  34 50 17.     (N)    101 58 23.     (W)     SCALED    
 EN0443* NAVD 88     -      1142.760  (meters)    3749.21   (feet)  ADJUSTED  
 EN0443  ___________________________________________________________________
 EN0443  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 EN0443  DYNAMIC HT  -        1141.341 (meters)    3744.55  (feet)  COMP
 EN0443  MODELED GRAV-     979,353.5   (mgal)                       NAVD 88
 EN0443
 EN0443  VERT ORDER  -  SECOND    CLASS 0
 EN0443
 EN0443.The horizontal coordinates were scaled from a topographic map and have
 EN0443.an estimated accuracy of +/- 6 seconds.
 EN0443
 EN0443.The orthometric height was determined by differential leveling
 EN0443.and adjusted by the National Geodetic Survey in June 1991..
 EN0443
 EN0443.The geoid height was determined by GEOID03.
 EN0443
 EN0443.The dynamic height is computed by dividing the NAVD 88
 EN0443.geopotential number by the normal gravity value computed on the
 EN0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0443.degrees latitude (g = 980.6199 gals.).
 EN0443
 EN0443.The modeled gravity was interpolated from observed gravity values.
 EN0443
 EN0443;                    North         East    Units  Estimated Accuracy
 EN0443;SPC TX N     - 1,093,080.      156,730.      MT  (+/- 180 meters Scaled)
 EN0443
 EN0443                          SUPERSEDED SURVEY CONTROL
 EN0443
 EN0443  NGVD 29 (??/??/92) 1142.263  (m)         3747.57   (f) ADJ UNCH    2 0
 EN0443
 EN0443.Superseded values are not recommended for survey control.
 EN0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0443.See file dsdata.txt to determine how the superseded data were derived.
 EN0443
 EN0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD281591(NAD 83)
 EN0443_MARKER: DB = BENCH MARK DISK
 EN0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0443_STAMPING: H-566 1935
 EN0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0443+STABILITY: SURFACE MOTION
 EN0443
 EN0443  HISTORY     - Date     Condition        Report By
 EN0443  HISTORY     - 1935     MONUMENTED       CGS
 EN0443  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0443
 EN0443                          STATION DESCRIPTION
 EN0443
 EN0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0443'12.66 MI SW FROM CANYON.
 EN0443'ALONG GRADED ROAD.  TO REACH BENCH MARK FROM CANYON COURT HOUSE GO 1.7
 EN0443'MILES WEST ALONG GRADED ROAD, 9.63 MILES SOUTH ALONG GRADED ROAD AND
 EN0443'TRAIL, AND THEN 1.23 MILES WEST, AND THEN 0.1 MILE SOUTH.  THE BENCH
 EN0443'MARK IS LOCATED NORTH OF YARD IN WHICH THERE ARE TWO FARM HOUSES.
 EN0443'ABOUT 0.1 MILE SOUTH OF EAST AND WEST ROAD, 132.0 FEET NORTH OF NORTH
 EN0443'SIDE OF FARMHOUSE, 75.0 FEET EAST OF WINDMILL, 33.0 FEET WEST OF
 EN0443'CENTER LINE OF ROAD, AND 1.5 FEET EAST OF RIGHT OF WAY FENCE.
 EN0443
 EN0443                          STATION RECOVERY (1980)
 EN0443
 EN0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0244 ***********************************************************************
 EN0244  DESIGNATION -  H 569
 EN0244  PID         -  EN0244
 EN0244  STATE/COUNTY-  TX/SWISHER
 EN0244  USGS QUAD   -  VIGO PARK (1965)
 EN0244
 EN0244                         *CURRENT SURVEY CONTROL
 EN0244  ___________________________________________________________________
 EN0244* NAD 83(1986)-  34 43 59.     (N)    101 29 37.     (W)     SCALED    
 EN0244* NAVD 88     -      1029.047  (meters)    3376.13   (feet)  ADJUSTED  
 EN0244  ___________________________________________________________________
 EN0244  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0244  DYNAMIC HT  -        1027.799 (meters)    3372.04  (feet)  COMP
 EN0244  MODELED GRAV-     979,387.0   (mgal)                       NAVD 88
 EN0244
 EN0244  VERT ORDER  -  SECOND    CLASS 0
 EN0244
 EN0244.The horizontal coordinates were scaled from a topographic map and have
 EN0244.an estimated accuracy of +/- 6 seconds.
 EN0244
 EN0244.The orthometric height was determined by differential leveling
 EN0244.and adjusted by the National Geodetic Survey in June 1991..
 EN0244
 EN0244.The geoid height was determined by GEOID03.
 EN0244
 EN0244.The dynamic height is computed by dividing the NAVD 88
 EN0244.geopotential number by the normal gravity value computed on the
 EN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0244.degrees latitude (g = 980.6199 gals.).
 EN0244
 EN0244.The modeled gravity was interpolated from observed gravity values.
 EN0244
 EN0244;                    North         East    Units  Estimated Accuracy
 EN0244;SPC TX N     - 1,081,320.      200,590.      MT  (+/- 180 meters Scaled)
 EN0244
 EN0244                          SUPERSEDED SURVEY CONTROL
 EN0244
 EN0244  NGVD 29 (??/??/92) 1028.613  (m)         3374.71   (f) ADJ UNCH    2 0
 EN0244
 EN0244.Superseded values are not recommended for survey control.
 EN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0244.See file dsdata.txt to determine how the superseded data were derived.
 EN0244
 EN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD716462(NAD 83)
 EN0244_MARKER: DB = BENCH MARK DISK
 EN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0244_STAMPING: H 569 1935
 EN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0244+STABILITY: SURFACE MOTION
 EN0244
 EN0244  HISTORY     - Date     Condition        Report By
 EN0244  HISTORY     - 1935     MONUMENTED       CGS
 EN0244  HISTORY     - 1965     MARK NOT FOUND   USGS
 EN0244
 EN0244                          STATION DESCRIPTION
 EN0244
 EN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0244'7.8 MI SE FROM WAYSIDE.
 EN0244'IN SWISHER COUNTY, 3.2 MILES EAST AND 4.6 MILES SOUTH ALONG GRADED
 EN0244'ROADS FROM THE POST OFFICE AT WAYSIDE ARMSTRONG COUNTY, 0.4 MILE
 EN0244'SOUTHEAST OF THE G.E. PAYNE BRICK RANCH HOUSE, 39 FEET EAST OF THE
 EN0244'CENTERLINE OF THE ROAD, AND 2 FEET EAST OF THE NORTH-AND-SOUTH FENCE.
 EN0244'A STANDARD DISK, STAMPED H 569 1935 AND SET IN THE TOP OF A CONCRETE
 EN0244'POST.
 EN0244
 EN0244                          STATION RECOVERY (1965)
 EN0244
 EN0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2251 ***********************************************************************
 CS2251  DESIGNATION -  H 57
 CS2251  PID         -  CS2251
 CS2251  STATE/COUNTY-  TX/BOSQUE
 CS2251  USGS QUAD   -  MORGAN (1977)
 CS2251
 CS2251                         *CURRENT SURVEY CONTROL
 CS2251  ___________________________________________________________________
 CS2251* NAD 83(1986)-  32 04 12.     (N)    097 30 07.     (W)     SCALED    
 CS2251* NAVD 88     -       175.381  (meters)     575.40   (feet)  ADJUSTED  
 CS2251  ___________________________________________________________________
 CS2251  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CS2251  DYNAMIC HT  -         175.165 (meters)     574.69  (feet)  COMP
 CS2251  MODELED GRAV-     979,399.9   (mgal)                       NAVD 88
 CS2251
 CS2251  VERT ORDER  -  SECOND    CLASS 0
 CS2251
 CS2251.The horizontal coordinates were scaled from a topographic map and have
 CS2251.an estimated accuracy of +/- 6 seconds.
 CS2251
 CS2251.The orthometric height was determined by differential leveling
 CS2251.and adjusted by the National Geodetic Survey in June 1991..
 CS2251
 CS2251.The geoid height was determined by GEOID03.
 CS2251
 CS2251.The dynamic height is computed by dividing the NAVD 88
 CS2251.geopotential number by the normal gravity value computed on the
 CS2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2251.degrees latitude (g = 980.6199 gals.).
 CS2251
 CS2251.The modeled gravity was interpolated from observed gravity values.
 CS2251
 CS2251;                    North         East    Units  Estimated Accuracy
 CS2251;SPC TX C     - 3,269,840.      967,330.      MT  (+/- 180 meters Scaled)
 CS2251
 CS2251                          SUPERSEDED SURVEY CONTROL
 CS2251
 CS2251  NGVD 29 (??/??/92)  175.359  (m)          575.32   (f) ADJ UNCH    2 0
 CS2251
 CS2251.Superseded values are not recommended for survey control.
 CS2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2251.See file dsdata.txt to determine how the superseded data were derived.
 CS2251
 CS2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA413491(NAD 83)
 CS2251_MARKER: DD = SURVEY DISK
 CS2251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2251_SP_SET: FOUNDATION
 CS2251_STAMPING: H 57 1923 PT 420
 CS2251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2251+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 CS2251
 CS2251  HISTORY     - Date     Condition        Report By
 CS2251  HISTORY     - 1923     MONUMENTED       USGS
 CS2251  HISTORY     - 1966     GOOD             NGS
 CS2251  HISTORY     - 20010317 GOOD             USPSQD
 CS2251  HISTORY     - 20030507 GOOD             JCLS
 CS2251
 CS2251                          STATION DESCRIPTION
 CS2251
 CS2251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2251'IN KOPPERL.
 CS2251'AT KOPPERL, BOSQUE COUNTY, AT THE GULF, COLORADO, AND SANTA FE RAILWAY
 CS2251'STATION, IN THE CENTER OF THE SOUTH WALL OF THE CONCRETE FOUNDATION,
 CS2251'AND DIRECTLY BELOW THE TELEGRAPH WINDOW.  A UNITED STATES GEOLOGICAL
 CS2251'SURVEY STANDARD DISK, STAMPED H 57 1923 PT 420 AND SET VERTICALLY.
 CS2251'NOTE-- THE OLD RAILWAY STATION IS NOW USED FOR STORAGE. THE SANTA FE
 CS2251'RAILROAD BY PASSES KOPPERL, AND IS ABOUT ONE MILE WEST OF TOWN.
 CS2251
 CS2251                          STATION RECOVERY (2001)
 CS2251
 CS2251'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2251'RECOVERED IN GOOD CONDITION.
 CS2251
 CS2251                          STATION RECOVERY (2003)
 CS2251
 CS2251'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CS2251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5809 ***********************************************************************
 AW5809  DESIGNATION -  H 57 TX
 AW5809  PID         -  AW5809
 AW5809  STATE/COUNTY-  TX/GALVESTON
 AW5809  USGS QUAD   -  LAKE COMO (1994)
 AW5809
 AW5809                         *CURRENT SURVEY CONTROL
 AW5809  ___________________________________________________________________
 AW5809* NAD 83(1993)-  29 12 09.22503(N)    094 56 10.29304(W)     ADJUSTED  
 AW5809* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 AW5809  ___________________________________________________________________
 AW5809  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AW5809  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW5809
 AW5809  HORZ ORDER  -  THIRD
 AW5809
 AW5809.The horizontal coordinates were established by classical geodetic methods
 AW5809.and adjusted by the National Geodetic Survey in February 1996..
 AW5809
 AW5809.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5809
 AW5809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5809
 AW5809.The geoid height was determined by GEOID03.
 AW5809
 AW5809;                    North         East     Units Scale Factor Converg.
 AW5809;SPC TXSC     - 4,158,611.441   995,065.975   MT  0.99986589   +1 59 27.3
 AW5809;SPC TXSC     -13,643,711.04  3,264,645.62   sFT  0.99986589   +1 59 27.3
 AW5809;UTM  15      - 3,231,980.287   311,764.923   MT  1.00003724   -0 56 41.8
 AW5809
 AW5809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5809!SPC TXSC     -   1.00000373  x   0.99986589  =   0.99986962
 AW5809!UTM  15      -   1.00000373  x   1.00003724  =   1.00004097
 AW5809
 AW5809:                Primary Azimuth Mark                     Grid Az
 AW5809:SPC TXSC     -  OSTER                                    001 14 15.8
 AW5809:UTM  15      -  OSTER                                    004 10 24.9
 AW5809
 AW5809|---------------------------------------------------------------------|
 AW5809| PID    Reference Object                     Distance      Geod. Az  |
 AW5809|                                                           dddmmss.s |
 AW5809| AW0624 OSTER                               APPROX. 0.5 KM 0031343.1 |
 AW5809| AW5810 H 58 TX                             APPROX. 1.5 KM 2363519.1 |
 AW5809|---------------------------------------------------------------------|
 AW5809
 AW5809                          SUPERSEDED SURVEY CONTROL
 AW5809
 AW5809  NAD 83(1986)-  29 12 09.23820(N)    094 56 10.27451(W) AD(       ) 3
 AW5809  NAD 27      -  29 12 08.37936(N)    094 56 09.55296(W) AD(       ) 3
 AW5809  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 AW5809
 AW5809.Superseded values are not recommended for survey control.
 AW5809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5809.See file dsdata.txt to determine how the superseded data were derived.
 AW5809
 AW5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1176531980(NAD 83)
 AW5809_MARKER: DD = SURVEY DISK
 AW5809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW5809_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW5809_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW5809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5809+STABILITY: SURFACE MOTION
 AW5809
 AW5809  HISTORY     - Date     Condition        Report By
 AW5809  HISTORY     - 1979     MONUMENTED       NOS
 AW5809  HISTORY     - 19890531 MARK NOT FOUND   USPSQD
 AW5809
 AW5809                          STATION DESCRIPTION
 AW5809
 AW5809'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5809'THE STATION IS LOCATED 8 MILES SOUTHWEST OF GALVESTON.
 AW5809'
 AW5809'TO REACH FROM THE JUNCTION OF 61ST STREET AND SEAWALL BOULEVARD
 AW5809'IN GALVESTON GO SOUTHWEST ON SEAWALL BOULEVARD FOR 2.75 MILE TO
 AW5809'FARM ROAD 3005, CONTINUE SOUTHWEST ON 3005 FOR 5.1 MILES TO A
 AW5809'CROSSROAD, BUCCANEER BOULEVARD.  TURN LEFT AND GO SUTHEAST
 AW5809'ON BUCCANEER BOULEVARD FOR 0.25 MILE TO A CROSSROAD, GRAND TERRE.
 AW5809'TURN RIGHT AND GO SOUTHWEST FOR 0.15 MILE TO A CROSSROAD
 AW5809'BARATARIA.  TURN LEFT AND GO SOUTHEAST ON BARATARIA FOR 0.1 MILE
 AW5809'TO BEACH AND THE STATION ON THE DUNE LINE TO THE RIGHT.
 AW5809'
 AW5809'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 57 TX 1979---,
 AW5809'SECURED TO THE TOP OF A 40-INCH ALUMINUM ROD, CEMENTED IN THE
 AW5809'GROUND AND PROJECTING 3 INCHES.  IT IS 89.1 FEET NORTHWEST
 AW5809'OF A BLUE AND WHITE POST WITH ORANGE PAINT IN A LINE
 AW5809'OF POSTS ON THE BEACH, 69.8 FEET SOUTHWEST OF A BLUE AND WHITE
 AW5809'POST WITH ORANGE PAINT AT THE END OF BARATARIA ROAD AND
 AW5809'6.7 FEET NORTHEAST OF A WOODEN WITNESS POST WITH SIGN
 AW5809'ATTACHED.
 AW5809'
 AW5809'HEIGHT OF LIGHT SHOWN WAS 1.30 METERS.
 AW5809
 AW5809                          STATION RECOVERY (1989)
 AW5809
 AW5809'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW5809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0261 ***********************************************************************
 FM0261  DESIGNATION -  H 570
 FM0261  PID         -  FM0261
 FM0261  STATE/COUNTY-  TX/OLDHAM
 FM0261  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0261
 FM0261                         *CURRENT SURVEY CONTROL
 FM0261  ___________________________________________________________________
 FM0261* NAD 83(1986)-  35 22 44.     (N)    102 18 47.     (W)     SCALED    
 FM0261* NAVD 88     -      1137.856  (meters)    3733.12   (feet)  ADJUSTED  
 FM0261  ___________________________________________________________________
 FM0261  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 FM0261  DYNAMIC HT  -        1136.506 (meters)    3728.69  (feet)  COMP
 FM0261  MODELED GRAV-     979,407.8   (mgal)                       NAVD 88
 FM0261
 FM0261  VERT ORDER  -  SECOND    CLASS 0
 FM0261
 FM0261.The horizontal coordinates were scaled from a topographic map and have
 FM0261.an estimated accuracy of +/- 6 seconds.
 FM0261
 FM0261.The orthometric height was determined by differential leveling
 FM0261.and adjusted by the National Geodetic Survey in June 1991..
 FM0261
 FM0261.The geoid height was determined by GEOID03.
 FM0261
 FM0261.The dynamic height is computed by dividing the NAVD 88
 FM0261.geopotential number by the normal gravity value computed on the
 FM0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0261.degrees latitude (g = 980.6199 gals.).
 FM0261
 FM0261.The modeled gravity was interpolated from observed gravity values.
 FM0261
 FM0261;                    North         East    Units  Estimated Accuracy
 FM0261;SPC TX N     - 1,153,270.      126,130.      MT  (+/- 180 meters Scaled)
 FM0261
 FM0261                          SUPERSEDED SURVEY CONTROL
 FM0261
 FM0261  NGVD 29 (??/??/92) 1137.365  (m)         3731.51   (f) ADJ UNCH    2 0
 FM0261
 FM0261.Superseded values are not recommended for survey control.
 FM0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0261.See file dsdata.txt to determine how the superseded data were derived.
 FM0261
 FM0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV440183(NAD 83)
 FM0261_MARKER: DB = BENCH MARK DISK
 FM0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0261_STAMPING: H-570 1935
 FM0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0261+STABILITY: SURFACE MOTION
 FM0261
 FM0261  HISTORY     - Date     Condition        Report By
 FM0261  HISTORY     - 1935     MONUMENTED       CGS
 FM0261  HISTORY     - 1966     GOOD             USGS
 FM0261
 FM0261                          STATION DESCRIPTION
 FM0261
 FM0261'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FM0261'12.8 MI NE FROM VEGA.
 FM0261'VEGA, ABOUT 11.7 MILES NORTHEAST OF ALONG U.S. HIGHWAY 385 FROM THE
 FM0261'JCT. OF U.S. HIGHWAYS 66 AND 385.  THENCE EAST (ALONG A GRADED ROAD TO
 FM0261'THE PANHANDLE GRAVEL CO.) ABOUT 0.45 MILE TO A OLD ROAD CROSSING,
 FM0261'THENCE SOUTH ABOUT 0.65 MILE ALONG OLD ROAD.  33 FEET EAST OF ROAD,
 FM0261'ABOUT 840 FEET NORTH OF A CROSS ROADS, IN TOP OF A CONCRETE POST, A
 FM0261'STANDARD USC AND GS DISK STAMPED H-570 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0329 ***********************************************************************
 AM0329  DESIGNATION -  H 571 RESET 1960
 AM0329  PID         -  AM0329
 AM0329  STATE/COUNTY-  TX/MATAGORDA
 AM0329  USGS QUAD   -  BAY CITY NE (1972)
 AM0329
 AM0329                         *CURRENT SURVEY CONTROL
 AM0329  ___________________________________________________________________
 AM0329* NAD 83(1986)-  28 57 41.     (N)    095 50 47.     (W)     SCALED    
 AM0329* NAVD 88     -         9.88   (+/-2cm)      32.4    (feet)  VERTCON   
 AM0329  ___________________________________________________________________
 AM0329  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AM0329
 AM0329  VERT ORDER  -  THIRD (See Below)
 AM0329
 AM0329.The horizontal coordinates were scaled from a topographic map and have
 AM0329.an estimated accuracy of +/- 6 seconds.
 AM0329
 AM0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0329.The vertical order pertains to the NGVD 29 superseded value.
 AM0329
 AM0329.The geoid height was determined by GEOID03.
 AM0329
 AM0329;                    North         East    Units  Estimated Accuracy
 AM0329;SPC TXSC     - 4,129,160.      907,330.      MT  (+/- 180 meters Scaled)
 AM0329
 AM0329                          SUPERSEDED SURVEY CONTROL
 AM0329
 AM0329  NGVD 29 (??/??/??)    9.90   (m)           32.5    (f) RESET       3  
 AM0329
 AM0329.Superseded values are not recommended for survey control.
 AM0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0329.See file dsdata.txt to determine how the superseded data were derived.
 AM0329
 AM0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN225070(NAD 83)
 AM0329_MARKER: DB = BENCH MARK DISK
 AM0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0329_STAMPING: H 571 RESET 1960
 AM0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0329+STABILITY: SURFACE MOTION
 AM0329
 AM0329  HISTORY     - Date     Condition        Report By
 AM0329  HISTORY     - 1960     MONUMENTED       CGS
 AM0329  HISTORY     - 19981115 GOOD             USPSQD
 AM0329
 AM0329                          STATION DESCRIPTION
 AM0329
 AM0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AM0329'8.1 MI SE FROM BAY CITY.
 AM0329'TO REACH THE MARK FROM BAY CITY, GO EAST FROM THE POST OFFICE ON STATE
 AM0329'HIGHWAY NO.35, 01.7 MILES.  THEN TAKE THE RIGHT FORK AND FOLLOW F.M.
 AM0329'ROAD NO.457 SOUTHEAST 06.4 MILES TO THE MARK ON THE RIGHT.  IT IS 63
 AM0329'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH
 AM0329'RIGHT-OF-WAY FENCE, 8 FEET WEST OF A 30 INCH DIAMETER OAK TREE, ALONG
 AM0329'THE TOP OF A LEVEE WHICH IS ON THE EAST SIDE OF A DITCH. IT IS ABOUT
 AM0329'100 FEET SOUTHEAST OF A CULVERT.  A STANDARD DISK STAMPED H 571 RESET
 AM0329'1960 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 AM0329
 AM0329                          STATION RECOVERY (1998)
 AM0329
 AM0329'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0128 ***********************************************************************
 AM0128  DESIGNATION -  H 572
 AM0128  PID         -  AM0128
 AM0128  STATE/COUNTY-  TX/MATAGORDA
 AM0128  USGS QUAD   -  WADSWORTH (1972)
 AM0128
 AM0128                         *CURRENT SURVEY CONTROL
 AM0128  ___________________________________________________________________
 AM0128* NAD 83(1986)-  28 50 16.     (N)    095 55 41.     (W)     SCALED    
 AM0128* NAVD 88     -         9.78   (+/-2cm)      32.1    (feet)  VERTCON   
 AM0128  ___________________________________________________________________
 AM0128  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AM0128
 AM0128  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0128
 AM0128.The horizontal coordinates were scaled from a topographic map and have
 AM0128.an estimated accuracy of +/- 6 seconds.
 AM0128
 AM0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0128.The vertical order pertains to the NGVD 29 superseded value.
 AM0128
 AM0128.The geoid height was determined by GEOID03.
 AM0128
 AM0128;                    North         East    Units  Estimated Accuracy
 AM0128;SPC TXSC     - 4,115,260.      899,730.      MT  (+/- 180 meters Scaled)
 AM0128
 AM0128                          SUPERSEDED SURVEY CONTROL
 AM0128
 AM0128  NGVD 29 (??/??/92)    9.816  (m)           32.20   (f) ADJ UNCH    1 1
 AM0128
 AM0128.Superseded values are not recommended for survey control.
 AM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0128.See file dsdata.txt to determine how the superseded data were derived.
 AM0128
 AM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM142935(NAD 83)
 AM0128_MARKER: DB = BENCH MARK DISK
 AM0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0128_STAMPING: H 572 1941
 AM0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0128+STABILITY: SURFACE MOTION
 AM0128
 AM0128  HISTORY     - Date     Condition        Report By
 AM0128  HISTORY     - 1941     MONUMENTED       CGS
 AM0128  HISTORY     - 1951     GOOD             NGS
 AM0128  HISTORY     - 1978     GOOD             NGS
 AM0128  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0128
 AM0128                          STATION DESCRIPTION
 AM0128
 AM0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0128'0.5 MI E FROM WADSWORTH.
 AM0128'0.5 MILE EAST ALONG A SHELL ROAD FROM THE GULF, COLORADO AND SANTA FE
 AM0128'RAILROAD STATION AT WADSWORTH, 188 FEET NORTH OF THE CENTER LINE OF
 AM0128'THE SHELL ROAD, 110 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AM0128'FARMHOUSE, 24 FEET SOUTHEAST OF THE EAST END OF A WOODEN CULVERT, 17.4
 AM0128'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 3 FEET SOUTHEAST
 AM0128'OF A FENCE CORNER, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AM0128'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AM0128
 AM0128                          STATION RECOVERY (1978)
 AM0128
 AM0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0128'0.5 MILE EAST ALONG FARM ROAD 521 FROM THE JUNCTION OF STATE HIGHWAY
 AM0128'60 AT WADSWORTH, 110 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM
 AM0128'HOUSE, 188 FT NORTH OF THE CENTER LINE OF THE ROAD, 37 FT SOUTH OF
 AM0128'THE CENTER LINE OF A SHELL DRIVEWAY, 10 FT SOUTHEAST OF A POWER LINE
 AM0128'POLE, 22 FT SOUTH OF A FENCE CORNER.
 AM0128
 AM0128                          STATION RECOVERY (1998)
 AM0128
 AM0128'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0247 ***********************************************************************
 AM0247  DESIGNATION -  H 573
 AM0247  PID         -  AM0247
 AM0247  STATE/COUNTY-  TX/BRAZORIA
 AM0247  USGS QUAD   -  CEDAR LANE (1972)
 AM0247
 AM0247                         *CURRENT SURVEY CONTROL
 AM0247  ___________________________________________________________________
 AM0247* NAD 83(1986)-  28 57 53.     (N)    095 41 24.     (W)     SCALED    
 AM0247* NAVD 88     -         5.94   (+/-2cm)      19.5    (feet)  VERTCON   
 AM0247  ___________________________________________________________________
 AM0247  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0247
 AM0247  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0247
 AM0247.The horizontal coordinates were scaled from a topographic map and have
 AM0247.an estimated accuracy of +/- 6 seconds.
 AM0247
 AM0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0247.The vertical order pertains to the NGVD 29 superseded value.
 AM0247
 AM0247.The geoid height was determined by GEOID03.
 AM0247
 AM0247;                    North         East    Units  Estimated Accuracy
 AM0247;SPC TXSC     - 4,129,950.      922,550.      MT  (+/- 180 meters Scaled)
 AM0247
 AM0247                          SUPERSEDED SURVEY CONTROL
 AM0247
 AM0247  NGVD 29 (??/??/92)    5.970  (m)           19.59   (f) ADJ UNCH    2 0
 AM0247
 AM0247.Superseded values are not recommended for survey control.
 AM0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0247.See file dsdata.txt to determine how the superseded data were derived.
 AM0247
 AM0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN378070(NAD 83)
 AM0247_MARKER: DB = BENCH MARK DISK
 AM0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0247_STAMPING: H 573 1941
 AM0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0247+STABILITY: SURFACE MOTION
 AM0247
 AM0247  HISTORY     - Date     Condition        Report By
 AM0247  HISTORY     - 1941     MONUMENTED       CGS
 AM0247  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0247
 AM0247                          STATION DESCRIPTION
 AM0247
 AM0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0247'0.6 MI SE FROM CEDAR LANE.
 AM0247'IN BRAZORIA COUNTY, 0.6 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD
 AM0247'FROM THE POST OFFICE AT CEDAR LANE, MATAGORDA COUNTY, THENCE 3.3 MILES
 AM0247'NORTHEAST ALONG A COUNTY ROAD.  1.5 MILES NORTHEAST OF THE STEEL
 AM0247'GIRDER BRIDGE OVER CANEY CREEK, 114 FEET NORTHEAST OF THE
 AM0247'BRAZORIA-MATAGORDA COUNTY LINE, 64 FEET EAST OF THE EAST END OF A
 AM0247'BRIDGE OVER CEDAR LAKE CREEK, 37 FEET NORTH OF THE CENTERLINE OF THE
 AM0247'ROAD, 18 FEET WEST OF THE CENTER OF A DRIVEWAY GATE TO A HOUSE ON THE
 AM0247'NORTH SIDE OF THE ROAD, 1.5 FEET SOUTH OF A FENCE, 3 FEET WEST OF A
 AM0247'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AM0247'STAMPED H 573 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AM0247'0.8 FOOT ABOVE GROUND.
 AM0247
 AM0247                          STATION RECOVERY (2003)
 AM0247
 AM0247'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0247'SIGNIFICANT ROAD AND DITCH GRADING MODIFICATIONS HAVE OCCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0329 ***********************************************************************
 AX0329  DESIGNATION -  H 574 RESET
 AX0329  PID         -  AX0329
 AX0329  STATE/COUNTY-  TX/WHARTON
 AX0329  USGS QUAD   -  PIERCE (1980)
 AX0329
 AX0329                         *CURRENT SURVEY CONTROL
 AX0329  ___________________________________________________________________
 AX0329* NAD 83(1986)-  29 13 36.     (N)    096 13 06.     (W)     SCALED    
 AX0329* NAVD 88     -        31.462  (meters)     103.22   (feet)  ADJUSTED  
 AX0329  ___________________________________________________________________
 AX0329  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0329  DYNAMIC HT  -          31.417 (meters)     103.07  (feet)  COMP
 AX0329  MODELED GRAV-     979,238.4   (mgal)                       NAVD 88
 AX0329
 AX0329  VERT ORDER  -  FIRST     CLASS I
 AX0329
 AX0329.The horizontal coordinates were scaled from a topographic map and have
 AX0329.an estimated accuracy of +/- 6 seconds.
 AX0329
 AX0329.The orthometric height was determined by differential leveling
 AX0329.and adjusted by the National Geodetic Survey in June 1991..
 AX0329
 AX0329.The geoid height was determined by GEOID03.
 AX0329
 AX0329.The dynamic height is computed by dividing the NAVD 88
 AX0329.geopotential number by the normal gravity value computed on the
 AX0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0329.degrees latitude (g = 980.6199 gals.).
 AX0329
 AX0329.The modeled gravity was interpolated from observed gravity values.
 AX0329
 AX0329;                    North         East    Units  Estimated Accuracy
 AX0329;SPC TXSC     - 4,157,630.      870,390.      MT  (+/- 180 meters Scaled)
 AX0329
 AX0329                          SUPERSEDED SURVEY CONTROL
 AX0329
 AX0329  NGVD 29 (12/23/87)   31.466  (m)          103.23   (f) ADJUSTED    1 1
 AX0329
 AX0329.Superseded values are not recommended for survey control.
 AX0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0329.See file dsdata.txt to determine how the superseded data were derived.
 AX0329
 AX0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT703363(NAD 83)
 AX0329_MARKER: DB = BENCH MARK DISK
 AX0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0329_SP_SET: CONCRETE POST
 AX0329_STAMPING: H 574 1941 RESET 1947
 AX0329_MARK LOGO: CGS   
 AX0329_PROJECTION: PROJECTING 5 CENTIMETERS
 AX0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0329+STABILITY: SURFACE MOTION
 AX0329
 AX0329  HISTORY     - Date     Condition        Report By
 AX0329  HISTORY     - 1947     MONUMENTED       CGS
 AX0329  HISTORY     - 1987     GOOD             NGS
 AX0329
 AX0329                          STATION DESCRIPTION
 AX0329
 AX0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0329'1 2 MI SW FROM PIERCE.
 AX0329'1.2 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0329'STATION AT PIERCE, WHARTON COUNTY, 80.7 FEET NORTHEAST OF THE FOURTH
 AX0329'POLE SOUTHWEST OF MILEPOST 35, 45.2 FEET SOUTH OF THE SOUTH CORNER OF
 AX0329'BRIDGE NO. 35.12, 44 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3.3 FEET
 AX0329'NORTH OF A T-FENCE CORNER, 2.8 FEET NORTHWEST OF THE FENCE, 1.6 FEET
 AX0329'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET LOWER THAN
 AX0329'THE TRACK.  A STANDARD DISK, STAMPED H 574 1941 RESET 1947 AND SET IN
 AX0329'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AX0329
 AX0329                          STATION RECOVERY (1987)
 AX0329
 AX0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0329'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.86 KM (3.02
 AX0329'MI) NORTHEAST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION OF STATE
 AX0329'HIGHWAY 71 IN EL CAMPO, THENCE 0.87 KM (0.54 MI) NORTHEAST ALONG US
 AX0329'HIGHWAY 59, 44.2 METERS (145 FT) SOUTHEAST OF THE CENTERLINE OF
 AX0329'HIGHWAY 59 NORTHBOUND, 13.7 METERS (45.2 FT) SOUTH OF THE SOUTH CORNER
 AX0329'OF A SMALL SOUTHERN PACIFIC RAILROAD BRIDGE, 13.4 METERS (44.0 FT)
 AX0329'SOUTHEAST OF THE SOUTHEAST RAIL.
 AX0329'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 AX0329'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0538 ***********************************************************************
 AX0538  DESIGNATION -  H 575
 AX0538  PID         -  AX0538
 AX0538  STATE/COUNTY-  TX/WHARTON
 AX0538  USGS QUAD   -  DANEVANG (1951)
 AX0538
 AX0538                         *CURRENT SURVEY CONTROL
 AX0538  ___________________________________________________________________
 AX0538* NAD 83(1986)-  29 06 02.     (N)    096 14 03.     (W)     SCALED    
 AX0538* NAVD 88     -        26.27   (+/-2cm)      86.2    (feet)  VERTCON   
 AX0538  ___________________________________________________________________
 AX0538  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0538
 AX0538  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0538
 AX0538.The horizontal coordinates were scaled from a topographic map and have
 AX0538.an estimated accuracy of +/- 6 seconds.
 AX0538
 AX0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0538.The vertical order pertains to the NGVD 29 superseded value.
 AX0538
 AX0538.The geoid height was determined by GEOID03.
 AX0538
 AX0538;                    North         East    Units  Estimated Accuracy
 AX0538;SPC TXSC     - 4,143,630.      869,180.      MT  (+/- 180 meters Scaled)
 AX0538
 AX0538                          SUPERSEDED SURVEY CONTROL
 AX0538
 AX0538  NGVD 29 (??/??/92)   26.278  (m)           86.21   (f) ADJ UNCH    2 0
 AX0538
 AX0538.Superseded values are not recommended for survey control.
 AX0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0538.See file dsdata.txt to determine how the superseded data were derived.
 AX0538
 AX0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT691222(NAD 83)
 AX0538_MARKER: DB = BENCH MARK DISK
 AX0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0538_SP_SET: CULVERT
 AX0538_STAMPING: H 575 1941
 AX0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0538
 AX0538  HISTORY     - Date     Condition        Report By
 AX0538  HISTORY     - 1941     MONUMENTED       CGS
 AX0538
 AX0538                          STATION DESCRIPTION
 AX0538
 AX0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0538'7.1 MI SE FROM EL CAMPO.
 AX0538'TO REACH THE BENCH MARK FROM THE FIRE STATION AT EL CAMPO-- 7.1 MILES
 AX0538'SOUTHEAST ALONG STATE HIGHWAY 71 TO INTERSECTION OF ROAD LEADING EAST
 AX0538'AND THE SITE OF THE MARK.  BENCH MARK IS IN THE TOP OF THE WEST END OF
 AX0538'THE SOUTH HEADWALL OF A CONCRETE CULVERT FOR A DRAIN DITCH, 44.0 FEET
 AX0538'SOUTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY
 AX0538'DIRECTLY IN LINE WITH THE CENTERLINE OF THE ROAD RUNNING EAST AND IS
 AX0538'STAMPED H 575 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2462 ***********************************************************************
 AX2462  DESIGNATION -  H 576
 AX2462  PID         -  AX2462
 AX2462  STATE/COUNTY-  TX/MATAGORDA
 AX2462  USGS QUAD   -  LANE CITY SE (1980)
 AX2462
 AX2462                         *CURRENT SURVEY CONTROL
 AX2462  ___________________________________________________________________
 AX2462* NAD 83(1986)-  29 00 06.     (N)    096 05 58.     (W)     SCALED    
 AX2462* NAVD 88     -        16.44   (+/-2cm)      53.9    (feet)  VERTCON   
 AX2462  ___________________________________________________________________
 AX2462  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX2462
 AX2462  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2462
 AX2462.The horizontal coordinates were scaled from a topographic map and have
 AX2462.an estimated accuracy of +/- 6 seconds.
 AX2462
 AX2462.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2462.The vertical order pertains to the NGVD 29 superseded value.
 AX2462
 AX2462.The geoid height was determined by GEOID03.
 AX2462
 AX2462;                    North         East    Units  Estimated Accuracy
 AX2462;SPC TXSC     - 4,132,990.      882,560.      MT  (+/- 180 meters Scaled)
 AX2462
 AX2462                          SUPERSEDED SURVEY CONTROL
 AX2462
 AX2462  NGVD 29 (??/??/92)   16.469  (m)           54.03   (f) ADJ UNCH    2 0
 AX2462
 AX2462.Superseded values are not recommended for survey control.
 AX2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2462.See file dsdata.txt to determine how the superseded data were derived.
 AX2462
 AX2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT825116(NAD 83)
 AX2462_MARKER: DB = BENCH MARK DISK
 AX2462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2462_SP_SET: CULVERT
 AX2462_STAMPING: H 576 1941
 AX2462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2462
 AX2462  HISTORY     - Date     Condition        Report By
 AX2462  HISTORY     - 1941     MONUMENTED       CGS
 AX2462  HISTORY     - 1971     GOOD             NGS
 AX2462
 AX2462                          STATION DESCRIPTION
 AX2462
 AX2462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX2462'3.6 MI NW FROM MARKHAM.
 AX2462'ABOUT 3.2 MILES NORTHWEST ALONG A PAVED ROAD FROM THE TEXAS AND NEW
 AX2462'ORLEANS RAILROAD STATION AT MARKHAM, MATAGORDA COUNTY, THENCE ABOUT
 AX2462'0.4 MILE NORTH ALONG THE PIERCE-MARKHAM ROAD.  AT A 5- BY 5-FOOT
 AX2462'CONCRETE BOX CULVERT, IN THE TOP OF THE NORTH END OF THE EAST HEAD
 AX2462'WALL, 13.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTHWEST
 AX2462'OF TWO WILLOW TREES, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD. A
 AX2462'STANDARD DISK, STAMPED H 576 1941.  NOTE-- DUE TO ROAD IMPROVEMENTS
 AX2462'THE BENCH MARK WAS TO BE DESTROYED IN THE NEAR FUTURE. A NEW BENCH
 AX2462'MARK WAS SET IN THE NEAR VICINITY OUT OF THE CONSTRUCTION AREA AND ITS
 AX2462'ELEVATION DETERMINED FROM THE OLD BENCH MARK.  THE DISK WAS NOT
 AX2462'REMOVED FROM THE BRIDGE ABUTMENT AT THIS TIME.  THE COUNTY RESIDENT
 AX2462'ENGINEER OFFICE WAS INFORMED THAT THE DISK COULD BE REMOVED ON
 AX2462'RECONSTRUCTION OF BRIDGE OR CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2463 ***********************************************************************
 AX2463  DESIGNATION -  H 576 RESET 1971
 AX2463  PID         -  AX2463
 AX2463  STATE/COUNTY-  TX/MATAGORDA
 AX2463  USGS QUAD   -  LANE CITY SE (1980)
 AX2463
 AX2463                         *CURRENT SURVEY CONTROL
 AX2463  ___________________________________________________________________
 AX2463* NAD 83(1986)-  29 00 06.     (N)    096 05 58.     (W)     SCALED    
 AX2463* NAVD 88     -        15.98   (+/-2cm)      52.4    (feet)  VERTCON   
 AX2463  ___________________________________________________________________
 AX2463  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AX2463
 AX2463  VERT ORDER  -  THIRD (See Below)
 AX2463
 AX2463.The horizontal coordinates were scaled from a topographic map and have
 AX2463.an estimated accuracy of +/- 6 seconds.
 AX2463
 AX2463.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2463.The vertical order pertains to the NGVD 29 superseded value.
 AX2463
 AX2463.The geoid height was determined by GEOID03.
 AX2463
 AX2463;                    North         East    Units  Estimated Accuracy
 AX2463;SPC TXSC     - 4,132,990.      882,560.      MT  (+/- 180 meters Scaled)
 AX2463
 AX2463                          SUPERSEDED SURVEY CONTROL
 AX2463
 AX2463  NGVD 29 (01/29/03)   16.00   (m)           52.5    (f) RESET       3  
 AX2463
 AX2463.Superseded values are not recommended for survey control.
 AX2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2463.See file dsdata.txt to determine how the superseded data were derived.
 AX2463
 AX2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT825116(NAD 83)
 AX2463_MARKER: DB = BENCH MARK DISK
 AX2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2463_STAMPING: H 576 RESET 1971
 AX2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2463+STABILITY: SURFACE MOTION
 AX2463
 AX2463  HISTORY     - Date     Condition        Report By
 AX2463  HISTORY     - 1971     MONUMENTED       CGS
 AX2463
 AX2463                          STATION DESCRIPTION
 AX2463
 AX2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1971
 AX2463'3.4 MI NW FROM MARKHAM.
 AX2463'ABOUT 3 MILES NORTHWEST ON FARM ROAD 1468 FROM THE POST OFFICE IN
 AX2463'MARKHAM, AND THEN ABOUT 0.4 MILE NORTH ALONG FARM ROAD 3184, 67 FEET
 AX2463'EAST OF THE PRESENT CENTER OF FARM ROAD, 61 FEET SOUTH OF THE SOUTH
 AX2463'EDGE OF DRAINAGE DITCH, 31 FEET NORTH OF A HI-LINE POLE, 9 FEET SOUTH
 AX2463'OF FENCE-CORNER POST IN OFFSET IN FENCE-LINE, 2.4 FEET NORTH OF A
 AX2463'METAL WITNESS POST AND 1 FOOT WEST OF FENCE-LINE, SET IN THE TOP OF A
 AX2463'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0116 ***********************************************************************
 AN0116  DESIGNATION -  H 578
 AN0116  PID         -  AN0116
 AN0116  STATE/COUNTY-  TX/JACKSON
 AN0116  USGS QUAD   -  FRANCITAS NE (1995)
 AN0116
 AN0116                         *CURRENT SURVEY CONTROL
 AN0116  ___________________________________________________________________
 AN0116* NAD 83(1986)-  28 55 14.     (N)    096 20 26.     (W)     SCALED    
 AN0116* NAVD 88     -        14.31   (+/-2cm)      46.9    (feet)  VERTCON   
 AN0116  ___________________________________________________________________
 AN0116  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN0116
 AN0116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0116
 AN0116.The horizontal coordinates were scaled from a topographic map and have
 AN0116.an estimated accuracy of +/- 6 seconds.
 AN0116
 AN0116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0116.The vertical order pertains to the NGVD 29 superseded value.
 AN0116
 AN0116.The geoid height was determined by GEOID03.
 AN0116
 AN0116;                    North         East    Units  Estimated Accuracy
 AN0116;SPC TXSC     - 4,123,440.      859,280.      MT  (+/- 180 meters Scaled)
 AN0116
 AN0116                          SUPERSEDED SURVEY CONTROL
 AN0116
 AN0116  NGVD 29 (??/??/92)   14.345  (m)           47.06   (f) ADJ UNCH    2 0
 AN0116
 AN0116.Superseded values are not recommended for survey control.
 AN0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0116.See file dsdata.txt to determine how the superseded data were derived.
 AN0116
 AN0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT592020(NAD 83)
 AN0116_MARKER: DB = BENCH MARK DISK
 AN0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0116_STAMPING: H 578 1941
 AN0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0116+STABILITY: SURFACE MOTION
 AN0116
 AN0116  HISTORY     - Date     Condition        Report By
 AN0116  HISTORY     - 1941     MONUMENTED       CGS
 AN0116  HISTORY     - 19910630 GOOD             USPSQD
 AN0116
 AN0116                          STATION DESCRIPTION
 AN0116
 AN0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0116'4.9 MI N FROM FRANCITAS.
 AN0116'ABOUT 4.9 MILES NORTH ALONG THE ROAD TO LOUISE FROM THE ST. LOUIS,
 AN0116'BROWNSVILLE AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY,
 AN0116'AT THE OUTSIDE OF A RIGHT-ANGLE TURN IN THE ROAD, 55 FEET SOUTH OF A
 AN0116'FENCE CORNER, 20 FEET FROM THE CENTER LINE OF THE ROAD, 11 FEET SOUTH
 AN0116'OF THE CENTER LINE OF A GATE, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 3
 AN0116'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 AN0116'ROAD.  A STANDARD DISK, STAMPED H 578 1941 AND SET IN THE TOP OF A
 AN0116'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0116
 AN0116                          STATION RECOVERY (1991)
 AN0116
 AN0116'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0102 ***********************************************************************
 AN0102  DESIGNATION -  H 579
 AN0102  PID         -  AN0102
 AN0102  STATE/COUNTY-  TX/JACKSON
 AN0102  USGS QUAD   -  FRANCITAS NW (1995)
 AN0102
 AN0102                         *CURRENT SURVEY CONTROL
 AN0102  ___________________________________________________________________
 AN0102* NAD 83(1986)-  28 57 11.     (N)    096 22 54.     (W)     SCALED    
 AN0102* NAVD 88     -        16.34   (+/-2cm)      53.6    (feet)  VERTCON   
 AN0102  ___________________________________________________________________
 AN0102  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0102
 AN0102  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0102
 AN0102.The horizontal coordinates were scaled from a topographic map and have
 AN0102.an estimated accuracy of +/- 6 seconds.
 AN0102
 AN0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0102.The vertical order pertains to the NGVD 29 superseded value.
 AN0102
 AN0102.The geoid height was determined by GEOID03.
 AN0102
 AN0102;                    North         East    Units  Estimated Accuracy
 AN0102;SPC TXSC     - 4,126,950.      855,190.      MT  (+/- 180 meters Scaled)
 AN0102
 AN0102                          SUPERSEDED SURVEY CONTROL
 AN0102
 AN0102  NGVD 29 (??/??/92)   16.362  (m)           53.68   (f) ADJ UNCH    2 0
 AN0102
 AN0102.Superseded values are not recommended for survey control.
 AN0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0102.See file dsdata.txt to determine how the superseded data were derived.
 AN0102
 AN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT551056(NAD 83)
 AN0102_MARKER: DB = BENCH MARK DISK
 AN0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0102_SP_SET: CULVERT
 AN0102_STAMPING: H 579 1941
 AN0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0102
 AN0102  HISTORY     - Date     Condition        Report By
 AN0102  HISTORY     - 1941     MONUMENTED       CGS
 AN0102  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 AN0102
 AN0102                          STATION DESCRIPTION
 AN0102
 AN0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0102'9.7 MI NW FROM FRANCITAS.
 AN0102'ABOUT 6.8 MILES NORTH ALONG A GRADED ROAD FROM THE ST. LOUIS,
 AN0102'BROWNSVILLE AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY,
 AN0102'THENCE ABOUT 2.9 MILES WEST ALONG STATE HIGHWAY 111.  ABOUT 30 FEET
 AN0102'WEST OF THE CENTER OF A ROAD INTERSECTION, AT A 4- BY 12-FOOT CONCRETE
 AN0102'BOX CULVERT, IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL, 18
 AN0102'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT HIGHER
 AN0102'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H 579 1941.
 AN0102
 AN0102                          STATION RECOVERY (1991)
 AN0102
 AN0102'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1338 ***********************************************************************
 AY1338  DESIGNATION -  H 58
 AY1338  PID         -  AY1338
 AY1338  STATE/COUNTY-  TX/UVALDE
 AY1338  USGS QUAD   -  BLANCO LAKE (1971)
 AY1338
 AY1338                         *CURRENT SURVEY CONTROL
 AY1338  ___________________________________________________________________
 AY1338* NAD 83(1986)-  29 21 15.     (N)    099 30 47.     (W)     SCALED    
 AY1338* NAVD 88     -       306.160  (meters)    1004.46   (feet)  POSTED    
 AY1338  ___________________________________________________________________
 AY1338  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AY1338  DYNAMIC HT  -         305.710 (meters)    1002.98  (feet)  COMP
 AY1338  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AY1338
 AY1338  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1338
 AY1338.The horizontal coordinates were scaled from a topographic map and have
 AY1338.an estimated accuracy of +/- 6 seconds.
 AY1338
 AY1338.The orthometric height was determined by differential leveling
 AY1338.and adjusted by the National Geodetic Survey in 1992..
 AY1338.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1338.rate of 1.1 thru 2.0 mm/km.
 AY1338
 AY1338.The geoid height was determined by GEOID03.
 AY1338
 AY1338.The dynamic height is computed by dividing the NAVD 88
 AY1338.geopotential number by the normal gravity value computed on the
 AY1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1338.degrees latitude (g = 980.6199 gals.).
 AY1338
 AY1338.The modeled gravity was interpolated from observed gravity values.
 AY1338
 AY1338;                    North         East    Units  Estimated Accuracy
 AY1338;SPC TXSC     - 4,168,660.      550,190.      MT  (+/- 180 meters Scaled)
 AY1338
 AY1338                          SUPERSEDED SURVEY CONTROL
 AY1338
 AY1338  NGVD 29 (??/??/92)  306.062  (m)         1004.14   (f) ADJ UNCH    2 0
 AY1338
 AY1338.Superseded values are not recommended for survey control.
 AY1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1338.See file dsdata.txt to determine how the superseded data were derived.
 AY1338
 AY1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT501473(NAD 83)
 AY1338_MARKER: DB = BENCH MARK DISK
 AY1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1338_STAMPING: H-58 1930
 AY1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1338+STABILITY: SURFACE MOTION
 AY1338
 AY1338  HISTORY     - Date     Condition        Report By
 AY1338  HISTORY     - 1930     MONUMENTED       USGS
 AY1338  HISTORY     - 1934     GOOD             NGS
 AY1338  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1338  HISTORY     - 20040729 MARK NOT FOUND   USPSQD
 AY1338
 AY1338                          STATION DESCRIPTION
 AY1338
 AY1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AY1338'4.0 MI NW FROM SABINAL.
 AY1338'IN SN CORNER OF T ROADS.  10 YARDS W OF CENTER-LINE OF STATE HIGHWAY
 AY1338'NO. 127.  5 YARDS S OF E AND W ROAD.  6 YARDS E OF FENCE CORNER POST.
 AY1338
 AY1338                          STATION RECOVERY (1953)
 AY1338
 AY1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1338'MARK NOT FOUND.
 AY1338
 AY1338                          STATION RECOVERY (2004)
 AY1338
 AY1338'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5810 ***********************************************************************
 AW5810  DESIGNATION -  H 58 TX
 AW5810  PID         -  AW5810
 AW5810  STATE/COUNTY-  TX/GALVESTON
 AW5810  USGS QUAD   -  LAKE COMO (1994)
 AW5810
 AW5810                         *CURRENT SURVEY CONTROL
 AW5810  ___________________________________________________________________
 AW5810* NAD 83(1993)-  29 11 41.72426(N)    094 56 57.80077(W)     ADJUSTED  
 AW5810* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 AW5810  ___________________________________________________________________
 AW5810  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AW5810  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AW5810
 AW5810  HORZ ORDER  -  THIRD
 AW5810
 AW5810.The horizontal coordinates were established by classical geodetic methods
 AW5810.and adjusted by the National Geodetic Survey in February 1996..
 AW5810
 AW5810.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5810
 AW5810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5810
 AW5810.The geoid height was determined by GEOID03.
 AW5810
 AW5810;                    North         East     Units Scale Factor Converg.
 AW5810;SPC TXSC     - 4,157,720.845   993,812.889   MT  0.99986621   +1 59 04.0
 AW5810;SPC TXSC     -13,640,789.14  3,260,534.45   sFT  0.99986621   +1 59 04.0
 AW5810;UTM  15      - 3,231,154.894   310,467.643   MT  1.00004329   -0 57 04.2
 AW5810
 AW5810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5810!SPC TXSC     -   1.00000375  x   0.99986621  =   0.99986996
 AW5810!UTM  15      -   1.00000375  x   1.00004329  =   1.00004704
 AW5810
 AW5810:                Primary Azimuth Mark                     Grid Az
 AW5810:SPC TXSC     -  DAWG                                     233 53 53.4
 AW5810:UTM  15      -  DAWG                                     236 50 01.6
 AW5810
 AW5810|---------------------------------------------------------------------|
 AW5810| PID    Reference Object                     Distance      Geod. Az  |
 AW5810|                                                           dddmmss.s |
 AW5810| AW5811 DAWG                                APPROX. 3.3 KM 2355257.4 |
 AW5810|---------------------------------------------------------------------|
 AW5810
 AW5810                          SUPERSEDED SURVEY CONTROL
 AW5810
 AW5810  NAD 83(1986)-  29 11 41.73718(N)    094 56 57.78237(W) AD(       ) 3
 AW5810  NAD 27      -  29 11 40.87874(N)    094 56 57.05929(W) AD(       ) 3
 AW5810  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 AW5810
 AW5810.Superseded values are not recommended for survey control.
 AW5810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5810.See file dsdata.txt to determine how the superseded data were derived.
 AW5810
 AW5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1046831155(NAD 83)
 AW5810_MARKER: DD = SURVEY DISK
 AW5810_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW5810_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW5810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW5810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5810+STABILITY: SURFACE MOTION
 AW5810
 AW5810  HISTORY     - Date     Condition        Report By
 AW5810  HISTORY     - 1979     MONUMENTED       NOS
 AW5810  HISTORY     - 19890531 MARK NOT FOUND   USPSQD
 AW5810
 AW5810                          STATION DESCRIPTION
 AW5810
 AW5810'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5810'THE STATION IS LOCATED NINE MILES SOUTHWEST OF GALVESTON.
 AW5810'
 AW5810'TO REACH FROM THE JUNCTION OF 61ST STREET AND SEAWALL BOULEVARD
 AW5810'IN GALVESTON GO SOUTHWEST ON SEAWALL BOULEVARD FOR 2.75 MILES
 AW5810'TO FARM ROAD 3005, CONTINUE SOUTHWEST ON 3005 FOR
 AW5810'6.15 MILE TO A CROSSROAD, 13 MILE ROAD, TURN LEFT ON
 AW5810'13 MILE ROAD AND GO SOUTHEAST FOR 0.3 MILE TO THE BEACH AND
 AW5810'THE STATION APPROXIMATLY 150 FEET TO THE SOUTHWEST,
 AW5810'ON THE DUNE LINE.
 AW5810'
 AW5810'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 58 TX 1979---,
 AW5810'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD CEMENTED IN
 AW5810'THE GROUND AND PROJECTING 4 INCHES.  IT IS 153.6 FEET WEST
 AW5810'OF THE SOUTHEAST POST OF A BARRICADE WITH A WIRE
 AW5810'ACROSS IT AND 6.2 FEET SOUTH OF A WITNESS POST WITH
 AW5810'SIGN ATTACHED.
 AW5810'
 AW5810'HEIGHT OF LIGHT SHOWN WAS 1.26 METERS
 AW5810
 AW5810                          STATION RECOVERY (1989)
 AW5810
 AW5810'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW5810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1429 ***********************************************************************
 FL1429  DESIGNATION -  H 58 USGS
 FL1429  PID         -  FL1429
 FL1429  STATE/COUNTY-  TX/MOORE
 FL1429  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1429
 FL1429                         *CURRENT SURVEY CONTROL
 FL1429  ___________________________________________________________________
 FL1429* NAD 83(1986)-  35 56 26.     (N)    101 38 45.     (W)     SCALED    
 FL1429* NAVD 88     -      1031.847  (meters)    3385.32   (feet)  ADJUSTED  
 FL1429  ___________________________________________________________________
 FL1429  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 FL1429  DYNAMIC HT  -        1030.685 (meters)    3381.51  (feet)  COMP
 FL1429  MODELED GRAV-     979,472.1   (mgal)                       NAVD 88
 FL1429
 FL1429  VERT ORDER  -  SECOND    CLASS 0
 FL1429
 FL1429.The horizontal coordinates were scaled from a topographic map and have
 FL1429.an estimated accuracy of +/- 6 seconds.
 FL1429
 FL1429.The orthometric height was determined by differential leveling
 FL1429.and adjusted by the National Geodetic Survey in June 1991..
 FL1429
 FL1429.The geoid height was determined by GEOID03.
 FL1429
 FL1429.The dynamic height is computed by dividing the NAVD 88
 FL1429.geopotential number by the normal gravity value computed on the
 FL1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1429.degrees latitude (g = 980.6199 gals.).
 FL1429
 FL1429.The modeled gravity was interpolated from observed gravity values.
 FL1429
 FL1429;                    North         East    Units  Estimated Accuracy
 FL1429;SPC TX N     - 1,215,290.      186,840.      MT  (+/- 180 meters Scaled)
 FL1429
 FL1429                          SUPERSEDED SURVEY CONTROL
 FL1429
 FL1429  NGVD 29 (??/??/92) 1031.353  (m)         3383.70   (f) ADJ UNCH    2 0
 FL1429
 FL1429.Superseded values are not recommended for survey control.
 FL1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1429.See file dsdata.txt to determine how the superseded data were derived.
 FL1429
 FL1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE613805(NAD 83)
 FL1429_MARKER: DD = SURVEY DISK
 FL1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1429_STAMPING: H 58 1927
 FL1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1429+STABILITY: SURFACE MOTION
 FL1429
 FL1429  HISTORY     - Date     Condition        Report By
 FL1429  HISTORY     - 1927     MONUMENTED       USGS
 FL1429  HISTORY     - 1952     GOOD             NGS
 FL1429
 FL1429                          STATION DESCRIPTION
 FL1429
 FL1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL1429'13.1 MI W FROM PRINGLE.
 FL1429'9.8 MILES WEST ALONG FARM ROAD 1598 FROM ITS JUNCTION WITH FARM ROAD
 FL1429'278 AT PRINGLE, THENCE 3.3 MILES SOUTHWEST ALONG AN UNMAINTAINED ROAD,
 FL1429'0.25 MILE EAST OF A JUNCTION WITH FARM ROAD 1060, 25 FEET SOUTH OF THE
 FL1429'CENTER LINE OF THE ROAD, 1.6 FEET EAST OF A WITNESS POST, SET IN THE
 FL1429'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0849 ***********************************************************************
 AN0849  DESIGNATION -  H 580
 AN0849  PID         -  AN0849
 AN0849  STATE/COUNTY-  TX/CALHOUN
 AN0849  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0849
 AN0849                         *CURRENT SURVEY CONTROL
 AN0849  ___________________________________________________________________
 AN0849* NAD 83(1986)-  28 33 58.     (N)    096 38 00.     (W)     SCALED    
 AN0849* NAVD 88     -         4.48   (+/-2cm)      14.7    (feet)  VERTCON   
 AN0849  ___________________________________________________________________
 AN0849  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN0849
 AN0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0849
 AN0849.The horizontal coordinates were scaled from a topographic map and have
 AN0849.an estimated accuracy of +/- 6 seconds.
 AN0849
 AN0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0849.The vertical order pertains to the NGVD 29 superseded value.
 AN0849
 AN0849.The geoid height was determined by GEOID03.
 AN0849
 AN0849;                    North         East    Units  Estimated Accuracy
 AN0849;SPC TXSC     - 4,083,560.      831,540.      MT  (+/- 180 meters Scaled)
 AN0849
 AN0849                          SUPERSEDED SURVEY CONTROL
 AN0849
 AN0849  NGVD 29 (??/??/92)    4.597  (m)           15.08   (f) ADJ UNCH    2 0
 AN0849
 AN0849.Superseded values are not recommended for survey control.
 AN0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0849.See file dsdata.txt to determine how the superseded data were derived.
 AN0849
 AN0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS315622(NAD 83)
 AN0849_MARKER: DB = BENCH MARK DISK
 AN0849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0849_SP_SET: CULVERT
 AN0849_STAMPING: H 580 1942
 AN0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0849
 AN0849  HISTORY     - Date     Condition        Report By
 AN0849  HISTORY     - 1942     MONUMENTED       CGS
 AN0849  HISTORY     - 1950     GOOD             NGS
 AN0849  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0849  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0849
 AN0849                          STATION DESCRIPTION
 AN0849
 AN0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0849'4.4 MI S FROM PORT LAVACA.
 AN0849'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0849'PORT LAVACA, CALHOUN COUNTY, AT THE JUNCTION OF STATE HIGHWAY 316, 71
 AN0849'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 316, 71 FEET EAST OF THE
 AN0849'CENTERLINE OF STATE HIGHWAY 238, 25 FEET NORTHWEST OF THE CENTERLINE
 AN0849'OF THE EAST LEG OF THE Y AT THE JUNCTION, AT A DOUBLE CONCRETE
 AN0849'PIPE-CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 AN0849'HEADWALL, AND 1 FOOT LOWER THAN THE HIGHWAY. A STANDARD DISK, STAMPED
 AN0849'H 580 1942.
 AN0849
 AN0849                          STATION RECOVERY (1988)
 AN0849
 AN0849'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0849'MARK NOT FOUND.
 AN0849
 AN0849                          STATION RECOVERY (1998)
 AN0849
 AN0849'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0277 ***********************************************************************
 AN0277  DESIGNATION -  H 582
 AN0277  PID         -  AN0277
 AN0277  STATE/COUNTY-  TX/MATAGORDA
 AN0277  USGS QUAD   -  PALACIOS (1995)
 AN0277
 AN0277                         *CURRENT SURVEY CONTROL
 AN0277  ___________________________________________________________________
 AN0277* NAD 83(1986)-  28 43 57.     (N)    096 07 39.     (W)     SCALED    
 AN0277* NAVD 88     -         5.03   (+/-2cm)      16.5    (feet)  VERTCON   
 AN0277  ___________________________________________________________________
 AN0277  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN0277
 AN0277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0277
 AN0277.The horizontal coordinates were scaled from a topographic map and have
 AN0277.an estimated accuracy of +/- 6 seconds.
 AN0277
 AN0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0277.The vertical order pertains to the NGVD 29 superseded value.
 AN0277
 AN0277.The geoid height was determined by GEOID03.
 AN0277
 AN0277;                    North         East    Units  Estimated Accuracy
 AN0277;SPC TXSC     - 4,103,100.      880,560.      MT  (+/- 180 meters Scaled)
 AN0277
 AN0277                          SUPERSEDED SURVEY CONTROL
 AN0277
 AN0277  NGVD 29 (??/??/92)    5.095  (m)           16.72   (f) ADJ UNCH    2 0
 AN0277
 AN0277.Superseded values are not recommended for survey control.
 AN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0277.See file dsdata.txt to determine how the superseded data were derived.
 AN0277
 AN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS805817(NAD 83)
 AN0277_MARKER: DB = BENCH MARK DISK
 AN0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0277_STAMPING: H 582 1941
 AN0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0277+STABILITY: SURFACE MOTION
 AN0277
 AN0277  HISTORY     - Date     Condition        Report By
 AN0277  HISTORY     - 1941     MONUMENTED       CGS
 AN0277  HISTORY     - 1991     GOOD             USPSQD
 AN0277  HISTORY     - 19961116 GOOD             USPSQD
 AN0277
 AN0277                          STATION DESCRIPTION
 AN0277
 AN0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0277'3.1 MI NE FROM COLLEGEPORT.
 AN0277'3.1 MILES NORTHEAST ALONG A PAVED COUNTY ROAD FROM THE SCHOOL AT
 AN0277'COLLEGEPORT, MATAGORDA COUNTY, AT A FORK IN THE ROAD, AT THE EAST SIDE
 AN0277'OF THE TRIANGLE, 106 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD,
 AN0277'28 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 14 FEET
 AN0277'EAST OF POWER POLE NO. 228, 2.8 FEET EAST OF A WHITE WOODEN WITNESS
 AN0277'POST, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED H 582 1941
 AN0277'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AN0277'GROUND.
 AN0277
 AN0277                          STATION RECOVERY (1991)
 AN0277
 AN0277'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0277'RECOVERED IN GOOD CONDITION.
 AN0277
 AN0277                          STATION RECOVERY (1996)
 AN0277
 AN0277'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0188 ***********************************************************************
 AN0188  DESIGNATION -  H 583
 AN0188  PID         -  AN0188
 AN0188  STATE/COUNTY-  TX/MATAGORDA
 AN0188  USGS QUAD   -  BLESSING (1995)
 AN0188
 AN0188                         *CURRENT SURVEY CONTROL
 AN0188  ___________________________________________________________________
 AN0188* NAD 83(1986)-  28 50 17.     (N)    096 12 34.     (W)     SCALED    
 AN0188* NAVD 88     -         9.37   (+/-2cm)      30.7    (feet)  VERTCON   
 AN0188  ___________________________________________________________________
 AN0188  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN0188
 AN0188  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0188
 AN0188.The horizontal coordinates were scaled from a topographic map and have
 AN0188.an estimated accuracy of +/- 6 seconds.
 AN0188
 AN0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0188.The vertical order pertains to the NGVD 29 superseded value.
 AN0188
 AN0188.The geoid height was determined by GEOID03.
 AN0188
 AN0188;                    North         East    Units  Estimated Accuracy
 AN0188;SPC TXSC     - 4,114,600.      872,280.      MT  (+/- 180 meters Scaled)
 AN0188
 AN0188                          SUPERSEDED SURVEY CONTROL
 AN0188
 AN0188  NGVD 29 (??/??/92)    9.42   (m)           30.9    (f) COMPUTED    2 0
 AN0188
 AN0188.Superseded values are not recommended for survey control.
 AN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0188.See file dsdata.txt to determine how the superseded data were derived.
 AN0188
 AN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS722932(NAD 83)
 AN0188_MARKER: DB = BENCH MARK DISK
 AN0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0188_STAMPING: H 583 1941
 AN0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0188+STABILITY: SURFACE MOTION
 AN0188
 AN0188  HISTORY     - Date     Condition        Report By
 AN0188  HISTORY     - 1941     MONUMENTED       CGS
 AN0188
 AN0188                          STATION DESCRIPTION
 AN0188
 AN0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0188'2.6 MI SE FROM BLESSING.
 AN0188'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AN0188'BLESSING-- GO 0.4 MILE EASTERLY ALONG HIWAY NO. 93 TO THE JUNCTION OF
 AN0188'HIWAY NO. 35, THENCE SOUTHERLY (RIGHT) 2.2 MILES TO THE SITE OF THE
 AN0188'MARK.  BOTH ROADS ARE STATE HIWAYS.  BENCH MARK IS AT FENCE CORNER
 AN0188'49.4 FEET EAST OF THE CENTERLINE OF THE HIWAY, 22.0 FEET NORTH OF THE
 AN0188'CENTERLINE OF FARM ROAD, 1.0 FOOT WEST OF THE NORTH-SOUTH FENCE LINE,
 AN0188'5.0 FEET NORTH OF THE EAST-WEST FENCE LINE, AND 4.0 FEET NORTH OF THE
 AN0188'WOODEN MARKER POST.  MONUMENT PROJECTS ABOUT 0.3 FOOT.  A STANDARD
 AN0188'DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0189 ***********************************************************************
 AN0189  DESIGNATION -  H 583 RESET 1963
 AN0189  PID         -  AN0189
 AN0189  STATE/COUNTY-  TX/MATAGORDA
 AN0189  USGS QUAD   -  BLESSING (1995)
 AN0189
 AN0189                         *CURRENT SURVEY CONTROL
 AN0189  ___________________________________________________________________
 AN0189* NAD 83(1986)-  28 50 17.     (N)    096 12 34.     (W)     SCALED    
 AN0189* NAVD 88     -         9.35   (+/-2cm)      30.7    (feet)  VERTCON   
 AN0189  ___________________________________________________________________
 AN0189  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN0189
 AN0189  VERT ORDER  -  THIRD (See Below)
 AN0189
 AN0189.The horizontal coordinates were scaled from a topographic map and have
 AN0189.an estimated accuracy of +/- 6 seconds.
 AN0189
 AN0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0189.The vertical order pertains to the NGVD 29 superseded value.
 AN0189
 AN0189.The geoid height was determined by GEOID03.
 AN0189
 AN0189;                    North         East    Units  Estimated Accuracy
 AN0189;SPC TXSC     - 4,114,600.      872,280.      MT  (+/- 180 meters Scaled)
 AN0189
 AN0189                          SUPERSEDED SURVEY CONTROL
 AN0189
 AN0189  NGVD 29 (??/??/??)    9.40   (m)           30.8    (f) RESET       3  
 AN0189
 AN0189.Superseded values are not recommended for survey control.
 AN0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0189.See file dsdata.txt to determine how the superseded data were derived.
 AN0189
 AN0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS722932(NAD 83)
 AN0189_MARKER: DB = BENCH MARK DISK
 AN0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0189_STAMPING: H 583 RESET 1963
 AN0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0189+STABILITY: SURFACE MOTION
 AN0189
 AN0189  HISTORY     - Date     Condition        Report By
 AN0189  HISTORY     - 1963     MONUMENTED       CGS
 AN0189  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0189
 AN0189                          STATION DESCRIPTION
 AN0189
 AN0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0189'3.35 MI SE FROM BLESSING.
 AN0189'ABOUT 1.0 MILE EAST ALONG FARM ROAD 616, AT BLESSING, THENCE 2.35
 AN0189'MILES SOUTH ALONG STATE HIGHWAY 35, 81 FEET EAST OF THE CENTER LINE OF
 AN0189'HIGHWAY, 49 FEET NORTH OF A POWERLINE POLE, 33 FEET NORTH OF THE
 AN0189'CENTER LINE OF A DRIVEWAY, 2 FEET SOUTH OF A METAL WITNESS POST, AND
 AN0189'ABOUT 2 FEET BELOW THE LEVEL OF ROAD.  AT TEXAS HIGHWAY DEPARTMENT
 AN0189'STATION- 1064-5.  A STANDARD DISK SET IN A 10 X 10 IN. CONCRETE POST
 AN0189'WHICH PROJECTS 4 INCHES.
 AN0189
 AN0189                          STATION RECOVERY (1991)
 AN0189
 AN0189'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0168 ***********************************************************************
 AN0168  DESIGNATION -  H 584
 AN0168  PID         -  AN0168
 AN0168  STATE/COUNTY-  TX/MATAGORDA
 AN0168  USGS QUAD   -  TURTLE BAY (1995)
 AN0168
 AN0168                         *CURRENT SURVEY CONTROL
 AN0168  ___________________________________________________________________
 AN0168* NAD 83(1986)-  28 43 12.     (N)    096 17 30.     (W)     SCALED    
 AN0168* NAVD 88     -         4.38   (+/-2cm)      14.4    (feet)  VERTCON   
 AN0168  ___________________________________________________________________
 AN0168  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN0168
 AN0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0168
 AN0168.The horizontal coordinates were scaled from a topographic map and have
 AN0168.an estimated accuracy of +/- 6 seconds.
 AN0168
 AN0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0168.The vertical order pertains to the NGVD 29 superseded value.
 AN0168
 AN0168.The geoid height was determined by GEOID03.
 AN0168
 AN0168;                    North         East    Units  Estimated Accuracy
 AN0168;SPC TXSC     - 4,101,330.      864,560.      MT  (+/- 180 meters Scaled)
 AN0168
 AN0168                          SUPERSEDED SURVEY CONTROL
 AN0168
 AN0168  NGVD 29 (??/??/92)    4.457  (m)           14.62   (f) ADJ UNCH    2 0
 AN0168
 AN0168.Superseded values are not recommended for survey control.
 AN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0168.See file dsdata.txt to determine how the superseded data were derived.
 AN0168
 AN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS645799(NAD 83)
 AN0168_MARKER: DB = BENCH MARK DISK
 AN0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0168_SP_SET: CULVERT
 AN0168_STAMPING: H 584 1941
 AN0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0168
 AN0168  HISTORY     - Date     Condition        Report By
 AN0168  HISTORY     - 1941     MONUMENTED       CGS
 AN0168
 AN0168                          STATION DESCRIPTION
 AN0168
 AN0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0168'5.1 MI W FROM PALACIOS.
 AN0168'5.1 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0168'RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, AT TURTLE BAYOU
 AN0168'SCHOOL, AT A ROAD INTERSECTION, 46 FEET NORTH OF THE CENTER LINE OF
 AN0168'THE HIGHWAY, AT A 3- BY 3-FOOT CONCRETE-BOX CULVERT UNDER THE DIRT
 AN0168'ROAD, AND IN THE TOP OF THE NORTH END OF THE WEST HEADWALL.  A
 AN0168'STANDARD DISK, STAMPED H 584 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0216 ***********************************************************************
 AM0216  DESIGNATION -  H 585
 AM0216  PID         -  AM0216
 AM0216  STATE/COUNTY-  TX/MATAGORDA
 AM0216  USGS QUAD   -  LAKE AUSTIN (1972)
 AM0216
 AM0216                         *CURRENT SURVEY CONTROL
 AM0216  ___________________________________________________________________
 AM0216* NAD 83(1986)-  28 45 27.     (N)    095 46 22.     (W)     SCALED    
 AM0216* NAVD 88     -         0.95   (+/-2cm)       3.1    (feet)  VERTCON   
 AM0216  ___________________________________________________________________
 AM0216  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AM0216
 AM0216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0216
 AM0216.The horizontal coordinates were scaled from a topographic map and have
 AM0216.an estimated accuracy of +/- 6 seconds.
 AM0216
 AM0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0216.The vertical order pertains to the NGVD 29 superseded value.
 AM0216
 AM0216.The geoid height was determined by GEOID03.
 AM0216
 AM0216;                    North         East    Units  Estimated Accuracy
 AM0216;SPC TXSC     - 4,106,770.      915,120.      MT  (+/- 180 meters Scaled)
 AM0216
 AM0216                          SUPERSEDED SURVEY CONTROL
 AM0216
 AM0216  NGVD 29 (??/??/92)    0.997  (m)            3.27   (f) ADJ UNCH    2 0
 AM0216
 AM0216.Superseded values are not recommended for survey control.
 AM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0216.See file dsdata.txt to determine how the superseded data were derived.
 AM0216
 AM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM292842(NAD 83)
 AM0216_MARKER: DB = BENCH MARK DISK
 AM0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0216_STAMPING: H 585 1941
 AM0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0216+STABILITY: SURFACE MOTION
 AM0216
 AM0216  HISTORY     - Date     Condition        Report By
 AM0216  HISTORY     - 1941     MONUMENTED       CGS
 AM0216
 AM0216                          STATION DESCRIPTION
 AM0216
 AM0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0216'13.0 MI SE FROM WADSWORTH.
 AM0216'13.0 MILES SOUTHEAST OF WADSWORTH.  THIS BENCH MARK MAY BE REACHED
 AM0216'FROM THE GULF, COLORADO AND SANTA FE RAILWAY STATION BY GOING 2.85
 AM0216'MILES EAST, 1.1 MILES SOUTH, AND 1.1 MILES SOUTHEAST ALONG SHELL
 AM0216'ROADS, THENCE 0.45 MILE EAST, 0.7 MILE SOUTHEAST, 1.1 MILES EAST, AND
 AM0216'5.7 MILES SOUTHEAST ALONG COUNTY ROADS.  IT IS 1.0 MILE NORTHWEST OF
 AM0216'THE CONFLUENCE OF LIVE OAK BAYOU AND INTRACOASTAL WATERWAY, 0.55 MILE
 AM0216'SOUTHEAST OF A WOODEN BRIDGE OVER THE BAYOU, ON THE OUTSIDE OF A BEND
 AM0216'IN THE BAYOU, 225 FEET SOUTHEAST OF THE END OF THE COUNTY ROAD, 132
 AM0216'FEET SOUTH OF THE SOUTH BANK OF THE BAYOU, 12 FEET SOUTHWEST OF THE
 AM0216'CENTERLINE OF THE DIRT ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AM0216'POST, AND LEVEL WITH THE DIRT ROAD.  A STANDARD DISK, STAMPED H 585
 AM0216'1941 AND SET IN THE TOP OF A CONCRETE POST, PROJECTING 0.8 FOOT ABOVE
 AM0216'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0241 ***********************************************************************
 AM0241  DESIGNATION -  H 586
 AM0241  PID         -  AM0241
 AM0241  STATE/COUNTY-  TX/BRAZORIA
 AM0241  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0241
 AM0241                         *CURRENT SURVEY CONTROL
 AM0241  ___________________________________________________________________
 AM0241* NAD 83(1986)-  28 57 26.     (N)    095 37 17.     (W)     SCALED    
 AM0241* NAVD 88     -         7.11   (+/-2cm)      23.3    (feet)  VERTCON   
 AM0241  ___________________________________________________________________
 AM0241  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AM0241
 AM0241  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0241
 AM0241.The horizontal coordinates were scaled from a topographic map and have
 AM0241.an estimated accuracy of +/- 6 seconds.
 AM0241
 AM0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0241.The vertical order pertains to the NGVD 29 superseded value.
 AM0241
 AM0241.The geoid height was determined by GEOID03.
 AM0241
 AM0241;                    North         East    Units  Estimated Accuracy
 AM0241;SPC TXSC     - 4,129,310.      929,260.      MT  (+/- 180 meters Scaled)
 AM0241
 AM0241                          SUPERSEDED SURVEY CONTROL
 AM0241
 AM0241  NGVD 29 (??/??/92)    7.139  (m)           23.42   (f) ADJ UNCH    2 0
 AM0241
 AM0241.Superseded values are not recommended for survey control.
 AM0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0241.See file dsdata.txt to determine how the superseded data were derived.
 AM0241
 AM0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN445060(NAD 83)
 AM0241_MARKER: DB = BENCH MARK DISK
 AM0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0241_STAMPING: H 586 1941
 AM0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0241+STABILITY: SURFACE MOTION
 AM0241
 AM0241  HISTORY     - Date     Condition        Report By
 AM0241  HISTORY     - 1941     MONUMENTED       CGS
 AM0241
 AM0241                          STATION DESCRIPTION
 AM0241
 AM0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0241'0.3 MI E FROM SWEENY.
 AM0241'0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 AM0241'SWEENY, THENCE 7.4 MILES SOUTHEAST ALONG A SHELL ROAD.  0.85 MILE
 AM0241'SOUTHEAST OF MACEDONIA CHURCH, 0.6 MILE SOUTHEAST OF A CURVE IN THE
 AM0241'ROAD, 38 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3.5 FEET
 AM0241'SOUTHEAST OF A BRACE POST IN A FENCE LINE, 1 FOOT SOUTHWEST OF THE
 AM0241'FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AM0241'ROAD.  A STANDARD DISK, STAMPED H 586 1941 AND SET IN THE TOP OF A
 AM0241'CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0301 ***********************************************************************
 AH0301  DESIGNATION -  H 587
 AH0301  PID         -  AH0301
 AH0301  STATE/COUNTY-  TX/SAN PATRICIO
 AH0301  USGS QUAD   -  TAFT (1975)
 AH0301
 AH0301                         *CURRENT SURVEY CONTROL
 AH0301  ___________________________________________________________________
 AH0301* NAD 83(1986)-  27 56 22.     (N)    097 26 27.     (W)     SCALED    
 AH0301* NAVD 88     -        18.29   (+/-2cm)      60.0    (feet)  VERTCON   
 AH0301  ___________________________________________________________________
 AH0301  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AH0301
 AH0301  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0301
 AH0301.The horizontal coordinates were scaled from a topographic map and have
 AH0301.an estimated accuracy of +/- 6 seconds.
 AH0301
 AH0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0301.The vertical order pertains to the NGVD 29 superseded value.
 AH0301
 AH0301.The geoid height was determined by GEOID03.
 AH0301
 AH0301;                    North         East    Units  Estimated Accuracy
 AH0301;SPC TX S     - 5,252,250.      404,240.      MT  (+/- 180 meters Scaled)
 AH0301
 AH0301                          SUPERSEDED SURVEY CONTROL
 AH0301
 AH0301  NGVD 29 (??/??/92)   18.469  (m)           60.59   (f) ADJ UNCH    2 0
 AH0301
 AH0301.Superseded values are not recommended for survey control.
 AH0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0301.See file dsdata.txt to determine how the superseded data were derived.
 AH0301
 AH0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR533914(NAD 83)
 AH0301_MARKER: DB = BENCH MARK DISK
 AH0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0301_STAMPING: H 587 1942
 AH0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0301+STABILITY: SURFACE MOTION
 AH0301
 AH0301  HISTORY     - Date     Condition        Report By
 AH0301  HISTORY     - 1942     MONUMENTED       CGS
 AH0301  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0301  HISTORY     - 19960727 GOOD             USPSQD
 AH0301
 AH0301                          STATION DESCRIPTION
 AH0301
 AH0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0301'3.7 MI SW FROM TAFT.
 AH0301'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT TAFT-- PROCEED
 AH0301'3.7 MILES SOUTHWEST TO CURVE IN OILED ROAD AND THE SITE OF THE BENCH
 AH0301'MARK.  BENCH MARK IS ABOUT 79.0 FEET SOUTHWEST OF INTERSECTION OF
 AH0301'THREE CROSSROADS, ON THE OUTSIDE OF CURVE IN OILED ROAD AND ABOUT 75.0
 AH0301'FEET NORTHEAST OF CORNER OF A HOUSE.  IT IS 49.0 FEET SOUTH OF THE
 AH0301'CENTERLINE OF THE OILED ROAD, 30.0 FEET NORTHWEST OF AND ABOUT THE
 AH0301'SAME ELEVATION AS THE CENTERLINE OF ROAD LEADING SOUTHWEST, 3.0 FEET
 AH0301'WEST OF A 4X4-INCH WOODEN MARKER POST AND 2.4 FEET SOUTHWEST OF
 AH0301'TELEPHONE POLE WHERE TELEPHONE LINES CROSS.  THE MONUMENT PROJECTS 0.5
 AH0301'FOOT.
 AH0301
 AH0301                          STATION RECOVERY (1969)
 AH0301
 AH0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0301'MARK NOT FOUND.
 AH0301
 AH0301                          STATION RECOVERY (1996)
 AH0301
 AH0301'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0071 ***********************************************************************
 AH0071  DESIGNATION -  H 589
 AH0071  PID         -  AH0071
 AH0071  STATE/COUNTY-  TX/NUECES
 AH0071  USGS QUAD   -  ANNAVILLE (1975)
 AH0071
 AH0071                         *CURRENT SURVEY CONTROL
 AH0071  ___________________________________________________________________
 AH0071* NAD 83(1986)-  27 47 07.     (N)    097 30 21.     (W)     SCALED    
 AH0071* NAVD 88     -        12.915  (meters)      42.37   (feet)  ADJUSTED  
 AH0071  ___________________________________________________________________
 AH0071  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH0071  DYNAMIC HT  -          12.895 (meters)      42.31  (feet)  COMP
 AH0071  MODELED GRAV-     979,124.3   (mgal)                       NAVD 88
 AH0071
 AH0071  VERT ORDER  -  FIRST     CLASS I
 AH0071
 AH0071.The horizontal coordinates were scaled from a topographic map and have
 AH0071.an estimated accuracy of +/- 6 seconds.
 AH0071
 AH0071.The orthometric height was determined by differential leveling
 AH0071.and adjusted by the National Geodetic Survey in June 1991..
 AH0071
 AH0071.The geoid height was determined by GEOID03.
 AH0071
 AH0071.The dynamic height is computed by dividing the NAVD 88
 AH0071.geopotential number by the normal gravity value computed on the
 AH0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0071.degrees latitude (g = 980.6199 gals.).
 AH0071
 AH0071.The modeled gravity was interpolated from observed gravity values.
 AH0071
 AH0071;                    North         East    Units  Estimated Accuracy
 AH0071;SPC TX S     - 5,235,120.      397,980.      MT  (+/- 180 meters Scaled)
 AH0071
 AH0071                          SUPERSEDED SURVEY CONTROL
 AH0071
 AH0071  NGVD 29 (??/??/92)   13.061  (m)           42.85   (f) ADJ UNCH    1 1
 AH0071
 AH0071.Superseded values are not recommended for survey control.
 AH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0071.See file dsdata.txt to determine how the superseded data were derived.
 AH0071
 AH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR472743(NAD 83)
 AH0071_MARKER: DB = BENCH MARK DISK
 AH0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0071_STAMPING: H 589 1942
 AH0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0071+STABILITY: SURFACE MOTION
 AH0071
 AH0071  HISTORY     - Date     Condition        Report By
 AH0071  HISTORY     - 1942     MONUMENTED       CGS
 AH0071  HISTORY     - 1959     GOOD             NGS
 AH0071  HISTORY     - 1969     POOR             USGS
 AH0071  HISTORY     - 1978     GOOD             NGS
 AH0071  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0071
 AH0071                          STATION DESCRIPTION
 AH0071
 AH0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0071'1.8 MI E FROM CLARKWOOD.
 AH0071'ABOUT 1.8 MILES EAST ALONG THE TEXAS MEXICAN RAILWAY FROM THE CITY
 AH0071'WATER TANK, 94 FEET SOUTHEAST OF MILEPOST 155, 37 FEET SOUTH OF THE
 AH0071'SOUTH RAIL, 41 FEET NORTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE
 AH0071'OF STATE HIGHWAY 44, 7 FEET EAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF
 AH0071'A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 3 FEET
 AH0071'BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 AH0071'PROJECTING 6 INCHES.
 AH0071
 AH0071                          STATION RECOVERY (1969)
 AH0071
 AH0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0071'MARK RECOVERED IN POOR CONDITION.
 AH0071
 AH0071                          STATION RECOVERY (1978)
 AH0071
 AH0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0071'RECOVERED IN GOOD CONDITION.
 AH0071
 AH0071                          STATION RECOVERY (2001)
 AH0071
 AH0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0071'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0107 ***********************************************************************
 AZ0107  DESIGNATION -  H 59
 AZ0107  PID         -  AZ0107
 AZ0107  STATE/COUNTY-  TX/UVALDE
 AZ0107  USGS QUAD   -  LAGUNA (1974)
 AZ0107
 AZ0107                         *CURRENT SURVEY CONTROL
 AZ0107  ___________________________________________________________________
 AZ0107* NAD 83(1986)-  29 28 46.     (N)    100 00 44.     (W)     SCALED    
 AZ0107* NAVD 88     -       375.215  (meters)    1231.02   (feet)  POSTED    
 AZ0107  ___________________________________________________________________
 AZ0107  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0107  DYNAMIC HT  -         374.660 (meters)    1229.20  (feet)  COMP
 AZ0107  MODELED GRAV-     979,165.1   (mgal)                       NAVD 88
 AZ0107
 AZ0107  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0107
 AZ0107.The horizontal coordinates were scaled from a topographic map and have
 AZ0107.an estimated accuracy of +/- 6 seconds.
 AZ0107
 AZ0107.The orthometric height was determined by differential leveling
 AZ0107.and adjusted by the National Geodetic Survey in 1992..
 AZ0107.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0107.rate of 0.0 thru 1.0 mm/km.
 AZ0107
 AZ0107.The geoid height was determined by GEOID03.
 AZ0107
 AZ0107.The dynamic height is computed by dividing the NAVD 88
 AZ0107.geopotential number by the normal gravity value computed on the
 AZ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0107.degrees latitude (g = 980.6199 gals.).
 AZ0107
 AZ0107.The modeled gravity was interpolated from observed gravity values.
 AZ0107
 AZ0107;                    North         East    Units  Estimated Accuracy
 AZ0107;SPC TXSC     - 4,182,860.      501,840.      MT  (+/- 180 meters Scaled)
 AZ0107
 AZ0107                          SUPERSEDED SURVEY CONTROL
 AZ0107
 AZ0107  NGVD 29 (??/??/92)  375.106  (m)         1230.66   (f) ADJ UNCH    2 0
 AZ0107
 AZ0107.Superseded values are not recommended for survey control.
 AZ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0107.See file dsdata.txt to determine how the superseded data were derived.
 AZ0107
 AZ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT018615(NAD 83)
 AZ0107_MARKER: DD = SURVEY DISK
 AZ0107_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0107_SP_SET: OUTCROP
 AZ0107_STAMPING: H 59 1923
 AZ0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0107+STABILITY: POSITION/ELEVATION WELL
 AZ0107
 AZ0107  HISTORY     - Date     Condition        Report By
 AZ0107  HISTORY     - 1923     MONUMENTED       USGS
 AZ0107  HISTORY     - 1940     MARK NOT FOUND   NGS
 AZ0107
 AZ0107                          STATION DESCRIPTION
 AZ0107
 AZ0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0107'14.4 MI SE FROM CAMP WOOD.
 AZ0107'IN UVALDE COUNTY, 14.4 MILES SOUTHEAST ALONG THE UVALDE AND NORTHERN
 AZ0107'RAILWAY FROM THE STATION AT CAMP WOOD, REAL COUNTY, 96 FEET EAST OF A
 AZ0107'ROAD, 150 FEET WEST OF A CATTLE LOADING CHUTE, AND IN A ROCK OUTCROP,
 AZ0107'FLUSH WITH THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 AZ0107'DISK, STAMPED H 59 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5812 ***********************************************************************
 AW5812  DESIGNATION -  H 59 TX
 AW5812  PID         -  AW5812
 AW5812  STATE/COUNTY-  TX/GALVESTON
 AW5812  USGS QUAD   -  LAKE COMO (1994)
 AW5812
 AW5812                         *CURRENT SURVEY CONTROL
 AW5812  ___________________________________________________________________
 AW5812* NAD 83(1993)-  29 09 58.07083(N)    094 59 52.15717(W)     ADJUSTED  
 AW5812* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 AW5812  ___________________________________________________________________
 AW5812  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AW5812  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW5812
 AW5812  HORZ ORDER  -  THIRD
 AW5812
 AW5812.The horizontal coordinates were established by classical geodetic methods
 AW5812.and adjusted by the National Geodetic Survey in February 1996..
 AW5812
 AW5812.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5812
 AW5812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5812
 AW5812.The geoid height was determined by GEOID03.
 AW5812
 AW5812;                    North         East     Units Scale Factor Converg.
 AW5812;SPC TXSC     - 4,154,369.687   989,215.172   MT  0.99986755   +1 57 38.6
 AW5812;SPC TXSC     -13,629,794.55  3,245,450.11   sFT  0.99986755   +1 57 38.6
 AW5812;UTM  15      - 3,228,042.976   305,703.467   MT  1.00006586   -0 58 26.2
 AW5812
 AW5812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5812!SPC TXSC     -   1.00000363  x   0.99986755  =   0.99987118
 AW5812!UTM  15      -   1.00000363  x   1.00006586  =   1.00006949
 AW5812
 AW5812:                Primary Azimuth Mark                     Grid Az
 AW5812:SPC TXSC     -  H 60 TX                                  233 56 08.6
 AW5812:UTM  15      -  H 60 TX                                  236 52 13.4
 AW5812
 AW5812|---------------------------------------------------------------------|
 AW5812| PID    Reference Object                     Distance      Geod. Az  |
 AW5812|                                                           dddmmss.s |
 AW5812| AW6782 H 60 TX                             APPROX. 1.4 KM 2355347.2 |
 AW5812|---------------------------------------------------------------------|
 AW5812
 AW5812                          SUPERSEDED SURVEY CONTROL
 AW5812
 AW5812  NAD 83(1986)-  29 09 58.08308(N)    094 59 52.13866(W) AD(       ) 3
 AW5812  NAD 27      -  29 09 57.22424(N)    094 59 51.41167(W) AD(       ) 3
 AW5812  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 AW5812
 AW5812.Superseded values are not recommended for survey control.
 AW5812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5812.See file dsdata.txt to determine how the superseded data were derived.
 AW5812
 AW5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0570328043(NAD 83)
 AW5812_MARKER: DD = SURVEY DISK
 AW5812_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW5812_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW5812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW5812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5812+STABILITY: SURFACE MOTION
 AW5812
 AW5812  HISTORY     - Date     Condition        Report By
 AW5812  HISTORY     - 1979     MONUMENTED       NOS
 AW5812  HISTORY     - 1982     MARK NOT FOUND   NOS
 AW5812  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 AW5812
 AW5812                          STATION DESCRIPTION
 AW5812
 AW5812'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW5812'THE STATION IS LOCATED ON GALVESTON ISLAND 8.5 MILES
 AW5812'NORTHEAST OF THE SAN LUIS PASS BRIDGE.
 AW5812'
 AW5812'TO REACH THE STATION FROM THE TOLL BOOTH AT THE NORTH END OF THE
 AW5812'SAN LUIS PASS BRIDGE GO NORTHEAST ON FARM ROAD 3005 FOR 8.55 MILE
 AW5812'TO A SAND ROAD RIGHT LEADING TO BEACH.  TURN RIGHT AND GO
 AW5812'SOUTHEAST ON SAND ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT
 AW5812'ON THE DUNE LINE.
 AW5812'
 AW5812'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 59 TX 1979---,
 AW5812'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD CEMENTED IN THE
 AW5812'GROUND AND PROJECTING 6 INCHES.  IT IS 32.6 FEET SOUTHWEST
 AW5812'OF A 6 INCH CEMENT POST AT THE SOUTH CORNER OF BARBED WIRE FENCE,
 AW5812'AND 4.5 FEET EAST OF A WITNESS POST WITH SIGN ATTACHED.
 AW5812'
 AW5812'HEIGHT OF LIGHT SHOWN WAS 1.35 METERS.
 AW5812
 AW5812                          STATION RECOVERY (1982)
 AW5812
 AW5812'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW5812'STATION LOST TO BEACH EROSION.
 AW5812
 AW5812                          STATION RECOVERY (1994)
 AW5812
 AW5812'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0879 ***********************************************************************
 AN0879  DESIGNATION -  H 593 RESET 1958
 AN0879  PID         -  AN0879
 AN0879  STATE/COUNTY-  TX/CALHOUN
 AN0879  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0879
 AN0879                         *CURRENT SURVEY CONTROL
 AN0879  ___________________________________________________________________
 AN0879* NAD 83(1986)-  28 33 03.     (N)    096 44 50.     (W)     SCALED    
 AN0879* NAVD 88     -         8.57   (+/-2cm)      28.1    (feet)  VERTCON   
 AN0879  ___________________________________________________________________
 AN0879  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN0879
 AN0879  VERT ORDER  -  THIRD (See Below)
 AN0879
 AN0879.The horizontal coordinates were scaled from a topographic map and have
 AN0879.an estimated accuracy of +/- 6 seconds.
 AN0879
 AN0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0879.The vertical order pertains to the NGVD 29 superseded value.
 AN0879
 AN0879.The geoid height was determined by GEOID03.
 AN0879
 AN0879;                    North         East    Units  Estimated Accuracy
 AN0879;SPC TXSC     - 4,081,640.      820,430.      MT  (+/- 180 meters Scaled)
 AN0879
 AN0879                          SUPERSEDED SURVEY CONTROL
 AN0879
 AN0879  NGVD 29 (??/??/??)    8.69   (m)           28.5    (f) RESET       3  
 AN0879
 AN0879.Superseded values are not recommended for survey control.
 AN0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0879.See file dsdata.txt to determine how the superseded data were derived.
 AN0879
 AN0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS203602(NAD 83)
 AN0879_MARKER: DB = BENCH MARK DISK
 AN0879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0879_SP_SET: CULVERT
 AN0879_STAMPING: H 593 RESET 1958
 AN0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0879
 AN0879  HISTORY     - Date     Condition        Report By
 AN0879  HISTORY     - 1958     MONUMENTED       TXHD
 AN0879  HISTORY     - 1987     GOOD             USPSQD
 AN0879  HISTORY     - 1988     GOOD             USPSQD
 AN0879  HISTORY     - 1988     GOOD             USPSQD
 AN0879  HISTORY     - 1988     GOOD             USPSQD
 AN0879  HISTORY     - 1988     GOOD             USPSQD
 AN0879  HISTORY     - 1989     GOOD             USPSQD
 AN0879  HISTORY     - 19980725 GOOD             USPSQD
 AN0879
 AN0879                          STATION DESCRIPTION
 AN0879
 AN0879'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AN0879'3.1 MI NE FROM GREEN LAKE.
 AN0879'THE MARK IS LOCATED ABOUT 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 35
 AN0879'FROM THE JUNCTION OF STATE HIGHWAY 185 AT GREEN LAKE, AT A T-ROAD
 AN0879'JUNCTION 48 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 24.6 FEET
 AN0879'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AT FOUR CONCRETE CULVERTS,
 AN0879'AT THE NORTHEASTERN ONE OF TWO LARGE CONCRETE CULVERTS UNDER THE
 AN0879'HIGHWAY, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL,
 AN0879'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 AN0879
 AN0879                          STATION RECOVERY (1987)
 AN0879
 AN0879'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0879'RECOVERED IN GOOD CONDITION.
 AN0879
 AN0879                          STATION RECOVERY (1988)
 AN0879
 AN0879'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AN0879'RECOVERED IN GOOD CONDITION.
 AN0879
 AN0879                          STATION RECOVERY (1988)
 AN0879
 AN0879'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0879'RECOVERED IN GOOD CONDITION.
 AN0879
 AN0879                          STATION RECOVERY (1988)
 AN0879
 AN0879'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN0879'RECOVERED IN GOOD CONDITION.
 AN0879
 AN0879                          STATION RECOVERY (1988)
 AN0879
 AN0879'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0879'RECOVERED IN GOOD CONDITION.
 AN0879
 AN0879                          STATION RECOVERY (1989)
 AN0879
 AN0879'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0879'RECOVERED IN GOOD CONDITION.
 AN0879
 AN0879                          STATION RECOVERY (1998)
 AN0879
 AN0879'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0398 ***********************************************************************
 AN0398  DESIGNATION -  H 594
 AN0398  PID         -  AN0398
 AN0398  STATE/COUNTY-  TX/REFUGIO
 AN0398  USGS QUAD   -  TIVOLI SE (1952)
 AN0398
 AN0398                         *CURRENT SURVEY CONTROL
 AN0398  ___________________________________________________________________
 AN0398* NAD 83(1986)-  28 21 58.     (N)    096 49 26.     (W)     SCALED    
 AN0398* NAVD 88     -         5.34   (+/-2cm)      17.5    (feet)  VERTCON   
 AN0398  ___________________________________________________________________
 AN0398  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN0398
 AN0398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0398
 AN0398.The horizontal coordinates were scaled from a topographic map and have
 AN0398.an estimated accuracy of +/- 6 seconds.
 AN0398
 AN0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0398.The vertical order pertains to the NGVD 29 superseded value.
 AN0398
 AN0398.The geoid height was determined by GEOID03.
 AN0398
 AN0398;                    North         East    Units  Estimated Accuracy
 AN0398;SPC TXSC     - 4,061,030.      813,310.      MT  (+/- 180 meters Scaled)
 AN0398
 AN0398                          SUPERSEDED SURVEY CONTROL
 AN0398
 AN0398  NGVD 29 (??/??/92)    5.459  (m)           17.91   (f) ADJ UNCH    2 0
 AN0398
 AN0398.Superseded values are not recommended for survey control.
 AN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0398.See file dsdata.txt to determine how the superseded data were derived.
 AN0398
 AN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS132396(NAD 83)
 AN0398_MARKER: DB = BENCH MARK DISK
 AN0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0398_STAMPING: H 594 1942
 AN0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0398+STABILITY: SURFACE MOTION
 AN0398
 AN0398  HISTORY     - Date     Condition        Report By
 AN0398  HISTORY     - 1942     MONUMENTED       CGS
 AN0398  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN0398
 AN0398                          STATION DESCRIPTION
 AN0398
 AN0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0398'2.1 MI SSE FROM AUSTWELL.
 AN0398'2.1 MILES SOUTH-SOUTHEAST ALONG A SHELL ROAD FROM THE CITY WATER TOWER
 AN0398'AT AUSTWELL, REFUGIO COUNTY, 48 FEET NORTHEAST OF THE CENTERLINE OF
 AN0398'THE ROAD, 4 FEET SOUTHEAST OF A FENCE CORNER, 3 FEET WEST OF A WHITE
 AN0398'WOODEN WITNESS POST, 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND
 AN0398'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H 594 1942 AND SET IN
 AN0398'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN0398
 AN0398                          STATION RECOVERY (1999)
 AN0398
 AN0398'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0360 ***********************************************************************
 AN0360  DESIGNATION -  H 595
 AN0360  PID         -  AN0360
 AN0360  STATE/COUNTY-  TX/REFUGIO
 AN0360  USGS QUAD   -  TIVOLI SW (1952)
 AN0360
 AN0360                         *CURRENT SURVEY CONTROL
 AN0360  ___________________________________________________________________
 AN0360* NAD 83(1986)-  28 21 48.     (N)    096 55 11.     (W)     SCALED    
 AN0360* NAVD 88     -         7.75   (+/-2cm)      25.4    (feet)  VERTCON   
 AN0360  ___________________________________________________________________
 AN0360  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN0360
 AN0360  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0360
 AN0360.The horizontal coordinates were scaled from a topographic map and have
 AN0360.an estimated accuracy of +/- 6 seconds.
 AN0360
 AN0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0360.The vertical order pertains to the NGVD 29 superseded value.
 AN0360
 AN0360.The geoid height was determined by GEOID03.
 AN0360
 AN0360;                    North         East    Units  Estimated Accuracy
 AN0360;SPC TXSC     - 4,060,560.      803,920.      MT  (+/- 180 meters Scaled)
 AN0360
 AN0360                          SUPERSEDED SURVEY CONTROL
 AN0360
 AN0360  NGVD 29 (??/??/92)    7.868  (m)           25.81   (f) ADJ UNCH    2 0
 AN0360
 AN0360.Superseded values are not recommended for survey control.
 AN0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0360.See file dsdata.txt to determine how the superseded data were derived.
 AN0360
 AN0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS038392(NAD 83)
 AN0360_MARKER: DB = BENCH MARK DISK
 AN0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0360_SP_SET: BRIDGE
 AN0360_STAMPING: H 595 1942
 AN0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0360
 AN0360  HISTORY     - Date     Condition        Report By
 AN0360  HISTORY     - 1942     MONUMENTED       CGS
 AN0360  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0360  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0360
 AN0360                          STATION DESCRIPTION
 AN0360
 AN0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0360'6.7 MI S FROM TIVOLI.
 AN0360'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 35 AND 113 AT
 AN0360'TIVOLI-- PROCEED SOUTH 6.7 MILES ON STATE HIGHWAY NO. 35 TO A CONCRETE
 AN0360'BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AN0360'TOP OF THE NORTH END OF THE EAST CURB OF THE CONCRETE BRIDGE. IT IS
 AN0360'14.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AN0360'HIGHWAY, 0.3 FOOT NORTH OF THE NORTH END OF THE EAST GUARD RAIL.
 AN0360
 AN0360                          STATION RECOVERY (1990)
 AN0360
 AN0360'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0360'MARK NOT FOUND.
 AN0360
 AN0360                          STATION RECOVERY (1999)
 AN0360
 AN0360'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0361 ***********************************************************************
 AN0361  DESIGNATION -  H 595 RESET 1953
 AN0361  PID         -  AN0361
 AN0361  STATE/COUNTY-  TX/REFUGIO
 AN0361  USGS QUAD   -  TIVOLI SW (1952)
 AN0361
 AN0361                         *CURRENT SURVEY CONTROL
 AN0361  ___________________________________________________________________
 AN0361* NAD 83(1986)-  28 21 48.     (N)    096 55 11.     (W)     SCALED    
 AN0361* NAVD 88     -         7.66   (+/-2cm)      25.1    (feet)  VERTCON   
 AN0361  ___________________________________________________________________
 AN0361  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN0361
 AN0361  VERT ORDER  -  THIRD (See Below)
 AN0361
 AN0361.The horizontal coordinates were scaled from a topographic map and have
 AN0361.an estimated accuracy of +/- 6 seconds.
 AN0361
 AN0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0361.The vertical order pertains to the NGVD 29 superseded value.
 AN0361
 AN0361.The geoid height was determined by GEOID03.
 AN0361
 AN0361;                    North         East    Units  Estimated Accuracy
 AN0361;SPC TXSC     - 4,060,560.      803,920.      MT  (+/- 180 meters Scaled)
 AN0361
 AN0361                          SUPERSEDED SURVEY CONTROL
 AN0361
 AN0361  NGVD 29 (??/??/??)    7.78   (m)           25.5    (f) RESET       3  
 AN0361
 AN0361.Superseded values are not recommended for survey control.
 AN0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0361.See file dsdata.txt to determine how the superseded data were derived.
 AN0361
 AN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS038392(NAD 83)
 AN0361_MARKER: DD = SURVEY DISK
 AN0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0361_SP_SET: BRIDGE
 AN0361_STAMPING: H 595 RESET 1953
 AN0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0361
 AN0361  HISTORY     - Date     Condition        Report By
 AN0361  HISTORY     - 1953     MONUMENTED       TXHD
 AN0361  HISTORY     - 1987     GOOD             USPSQD
 AN0361  HISTORY     - 1988     GOOD             USPSQD
 AN0361  HISTORY     - 1990     GOOD             USPSQD
 AN0361  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0361
 AN0361                          STATION DESCRIPTION
 AN0361
 AN0361'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN0361'6.7 MI S FROM TIVOLI.
 AN0361'6.7 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0361'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, AT A CONCRETE BRIDGE, IN THE
 AN0361'TOP OF THE NORTH END OF THE EAST CURB, 9.8 FEET SOUTH OF THE NORTH
 AN0361'END, 20.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 AN0361'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H 595 RESET 1953.
 AN0361
 AN0361                          STATION RECOVERY (1987)
 AN0361
 AN0361'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0361'RECOVERED IN GOOD CONDITION.
 AN0361
 AN0361                          STATION RECOVERY (1988)
 AN0361
 AN0361'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN0361'RECOVERED IN GOOD CONDITION.
 AN0361
 AN0361                          STATION RECOVERY (1990)
 AN0361
 AN0361'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0361'RECOVERED IN GOOD CONDITION.
 AN0361
 AN0361                          STATION RECOVERY (1999)
 AN0361
 AN0361'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0152 ***********************************************************************
 AN0152  DESIGNATION -  H 596
 AN0152  PID         -  AN0152
 AN0152  STATE/COUNTY-  TX/JACKSON
 AN0152  USGS QUAD   -  OLIVIA (1995)
 AN0152
 AN0152                         *CURRENT SURVEY CONTROL
 AN0152  ___________________________________________________________________
 AN0152* NAD 83(1986)-  28 44 21.     (N)    096 23 47.     (W)     SCALED    
 AN0152* NAVD 88     -         3.21   (+/-2cm)      10.5    (feet)  VERTCON   
 AN0152  ___________________________________________________________________
 AN0152  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0152
 AN0152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0152
 AN0152.The horizontal coordinates were scaled from a topographic map and have
 AN0152.an estimated accuracy of +/- 6 seconds.
 AN0152
 AN0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0152.The vertical order pertains to the NGVD 29 superseded value.
 AN0152
 AN0152.The geoid height was determined by GEOID03.
 AN0152
 AN0152;                    North         East    Units  Estimated Accuracy
 AN0152;SPC TXSC     - 4,103,220.      854,290.      MT  (+/- 180 meters Scaled)
 AN0152
 AN0152                          SUPERSEDED SURVEY CONTROL
 AN0152
 AN0152  NGVD 29 (??/??/92)    3.295  (m)           10.81   (f) ADJ UNCH    2 0
 AN0152
 AN0152.Superseded values are not recommended for survey control.
 AN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0152.See file dsdata.txt to determine how the superseded data were derived.
 AN0152
 AN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS542818(NAD 83)
 AN0152_MARKER: DB = BENCH MARK DISK
 AN0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0152_STAMPING: H 596 1942
 AN0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0152+STABILITY: SURFACE MOTION
 AN0152
 AN0152  HISTORY     - Date     Condition        Report By
 AN0152  HISTORY     - 1942     MONUMENTED       CGS
 AN0152
 AN0152                          STATION DESCRIPTION
 AN0152
 AN0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0152'11.6 MI W FROM PALACIOS.
 AN0152'IN JACKSON COUNTY, 11.6 MILES WEST ALONG STATE HIGHWAY 35 FROM THE
 AN0152'TEXAS AND NEW ORLEANS RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY,
 AN0152'2.0 MILES WEST OF THE JUNCTION OF THE FRANCITAS ROAD, 0.2 MILE SOUTH
 AN0152'OF THE POINT WHERE THE HIGHWAY CURVES SOUTH, 0.2 MILE NORTH OF A
 AN0152'BRIDGE, 96 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTH
 AN0152'OF A WHITE WOODEN WITNESS POST, AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 AN0152'FENCE.  A STANDARD DISK, STAMPED H 596 1942 AND SET IN THE TOP OF A
 AN0152'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0095 ***********************************************************************
 AN0095  DESIGNATION -  H 597
 AN0095  PID         -  AN0095
 AN0095  STATE/COUNTY-  TX/CALHOUN
 AN0095  USGS QUAD   -  OLIVIA (1995)
 AN0095
 AN0095                         *CURRENT SURVEY CONTROL
 AN0095  ___________________________________________________________________
 AN0095* NAD 83(1986)-  28 41 18.     (N)    096 27 06.     (W)     SCALED    
 AN0095* NAVD 88     -         4.95   (+/-2cm)      16.2    (feet)  VERTCON   
 AN0095  ___________________________________________________________________
 AN0095  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0095
 AN0095  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0095
 AN0095.The horizontal coordinates were scaled from a topographic map and have
 AN0095.an estimated accuracy of +/- 6 seconds.
 AN0095
 AN0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0095.The vertical order pertains to the NGVD 29 superseded value.
 AN0095
 AN0095.The geoid height was determined by GEOID03.
 AN0095
 AN0095;                    North         East    Units  Estimated Accuracy
 AN0095;SPC TXSC     - 4,097,470.      849,010.      MT  (+/- 180 meters Scaled)
 AN0095
 AN0095                          SUPERSEDED SURVEY CONTROL
 AN0095
 AN0095  NGVD 29 (??/??/92)    5.042  (m)           16.54   (f) ADJ UNCH    2 0
 AN0095
 AN0095.Superseded values are not recommended for survey control.
 AN0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0095.See file dsdata.txt to determine how the superseded data were derived.
 AN0095
 AN0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS489761(NAD 83)
 AN0095_MARKER: DB = BENCH MARK DISK
 AN0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0095_SP_SET: CULVERT
 AN0095_STAMPING: H 597 1942
 AN0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0095
 AN0095  HISTORY     - Date     Condition        Report By
 AN0095  HISTORY     - 1942     MONUMENTED       CGS
 AN0095
 AN0095                          STATION DESCRIPTION
 AN0095
 AN0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0095'2.4 MI S FROM LA WARD.
 AN0095'IN CALHOUN COUNTY, 2.4 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE
 AN0095'JUNCTION OF STATE HIGHWAY 35 ABOUT 8.3 MILES SOUTH OF LA WARD, JACKSON
 AN0095'COUNTY, AT THE INTERSECTION OF A TRACK ROAD, 36 FEET EAST OF THE
 AN0095'CENTER LINE OF THE HIGHWAY, AT A 6- BY 6-FOOT CONCRETE CULVERT UNDER
 AN0095'THE TRACK ROAD, IN THE TOP OF THE NORTH HEADWALL, 12 FEET NORTH OF THE
 AN0095'CENTER LINE OF THE TRACK ROAD, AND ABOUT 1 FOOT HIGHER THAN THE TRACK
 AN0095'ROAD.  A STANDARD DISK, STAMPED H 597 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0151 ***********************************************************************
 AJ0151  DESIGNATION -  H 598
 AJ0151  PID         -  AJ0151
 AJ0151  STATE/COUNTY-  TX/JIM WELLS
 AJ0151  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0151
 AJ0151                         *CURRENT SURVEY CONTROL
 AJ0151  ___________________________________________________________________
 AJ0151* NAD 83(1986)-  27 37 25.     (N)    098 08 14.     (W)     SCALED    
 AJ0151* NAVD 88     -        58.464  (meters)     191.81   (feet)  ADJUSTED  
 AJ0151  ___________________________________________________________________
 AJ0151  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AJ0151  DYNAMIC HT  -          58.373 (meters)     191.51  (feet)  COMP
 AJ0151  MODELED GRAV-     979,088.1   (mgal)                       NAVD 88
 AJ0151
 AJ0151  VERT ORDER  -  SECOND    CLASS 0
 AJ0151
 AJ0151.The horizontal coordinates were scaled from a topographic map and have
 AJ0151.an estimated accuracy of +/- 6 seconds.
 AJ0151
 AJ0151.The orthometric height was determined by differential leveling
 AJ0151.and adjusted by the National Geodetic Survey in June 1991..
 AJ0151
 AJ0151.The geoid height was determined by GEOID03.
 AJ0151
 AJ0151.The dynamic height is computed by dividing the NAVD 88
 AJ0151.geopotential number by the normal gravity value computed on the
 AJ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0151.degrees latitude (g = 980.6199 gals.).
 AJ0151
 AJ0151.The modeled gravity was interpolated from observed gravity values.
 AJ0151
 AJ0151;                    North         East    Units  Estimated Accuracy
 AJ0151;SPC TX S     - 5,216,870.      335,810.      MT  (+/- 180 meters Scaled)
 AJ0151
 AJ0151                          SUPERSEDED SURVEY CONTROL
 AJ0151
 AJ0151  NGVD 29 (??/??/92)   58.57   (m)          192.2    (f) COMPUTED    2 0
 AJ0151
 AJ0151.Superseded values are not recommended for survey control.
 AJ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0151.See file dsdata.txt to determine how the superseded data were derived.
 AJ0151
 AJ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR851558(NAD 83)
 AJ0151_MARKER: DB = BENCH MARK DISK
 AJ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0151_STAMPING: H 598 1942
 AJ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0151+STABILITY: SURFACE MOTION
 AJ0151
 AJ0151  HISTORY     - Date     Condition        Report By
 AJ0151  HISTORY     - 1942     MONUMENTED       CGS
 AJ0151
 AJ0151                          STATION DESCRIPTION
 AJ0151
 AJ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0151'11.6 MI SW FROM ALICE.
 AJ0151'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0151'7.9 MILES SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0151'INTERSECTION OF DIRT ROAD LEADING WESTERLY.  THENCE, GO 3.7 MILES
 AJ0151'WESTERLY ALONG THE DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH
 AJ0151'MARK IS ABOUT 0.1 MILE EAST OF A WOODEN BRIDGE, 24.0 FEET SOUTH OF AND
 AJ0151'ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET WEST
 AJ0151'OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0187 ***********************************************************************
 AJ0187  DESIGNATION -  H 599
 AJ0187  PID         -  AJ0187
 AJ0187  STATE/COUNTY-  TX/DUVAL
 AJ0187  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0187
 AJ0187                         *CURRENT SURVEY CONTROL
 AJ0187  ___________________________________________________________________
 AJ0187* NAD 83(1986)-  27 42 39.     (N)    098 15 11.     (W)     SCALED    
 AJ0187* NAVD 88     -       101.763  (meters)     333.87   (feet)  ADJUSTED  
 AJ0187  ___________________________________________________________________
 AJ0187  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AJ0187  DYNAMIC HT  -         101.605 (meters)     333.35  (feet)  COMP
 AJ0187  MODELED GRAV-     979,090.2   (mgal)                       NAVD 88
 AJ0187
 AJ0187  VERT ORDER  -  SECOND    CLASS 0
 AJ0187
 AJ0187.The horizontal coordinates were scaled from a topographic map and have
 AJ0187.an estimated accuracy of +/- 6 seconds.
 AJ0187
 AJ0187.The orthometric height was determined by differential leveling
 AJ0187.and adjusted by the National Geodetic Survey in June 1991..
 AJ0187
 AJ0187.The geoid height was determined by GEOID03.
 AJ0187
 AJ0187.The dynamic height is computed by dividing the NAVD 88
 AJ0187.geopotential number by the normal gravity value computed on the
 AJ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0187.degrees latitude (g = 980.6199 gals.).
 AJ0187
 AJ0187.The modeled gravity was interpolated from observed gravity values.
 AJ0187
 AJ0187;                    North         East    Units  Estimated Accuracy
 AJ0187;SPC TX S     - 5,226,510.      324,350.      MT  (+/- 180 meters Scaled)
 AJ0187
 AJ0187                          SUPERSEDED SURVEY CONTROL
 AJ0187
 AJ0187  NGVD 29 (??/??/92)  101.84   (m)          334.1    (f) COMPUTED    2 0
 AJ0187
 AJ0187.Superseded values are not recommended for survey control.
 AJ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0187.See file dsdata.txt to determine how the superseded data were derived.
 AJ0187
 AJ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR736653(NAD 83)
 AJ0187_MARKER: DB = BENCH MARK DISK
 AJ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0187_STAMPING: H 599 1942
 AJ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0187+STABILITY: SURFACE MOTION
 AJ0187
 AJ0187  HISTORY     - Date     Condition        Report By
 AJ0187  HISTORY     - 1942     MONUMENTED       CGS
 AJ0187
 AJ0187                          STATION DESCRIPTION
 AJ0187
 AJ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0187'4.2 MI S FROM SAN DIEGO.
 AJ0187'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0187'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF DIRT ROAD
 AJ0187'LEADING SOUTH.  THENCE, GO 2.7 MILES SOUTHERLY ALONG DIRT ROAD TO THE
 AJ0187'SITE OF THE BENCH MARK.  BENCH MARK IS 30.0 FEET EAST OF THE
 AJ0187'CENTERLINE OF THE ROAD, 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AJ0187'POST AND 1.0 FOOT WEST OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0475 ***********************************************************************
 AO0475  DESIGNATION -  H 6
 AO0475  PID         -  AO0475
 AO0475  STATE/COUNTY-  TX/DIMMIT
 AO0475  USGS QUAD   -  BRUNDAGE (1972)
 AO0475
 AO0475                         *CURRENT SURVEY CONTROL
 AO0475  ___________________________________________________________________
 AO0475* NAD 83(1986)-  28 34 27.     (N)    099 40 05.     (W)     SCALED    
 AO0475* NAVD 88     -       162.712  (meters)     533.83   (feet)  ADJUSTED  
 AO0475  ___________________________________________________________________
 AO0475  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AO0475  DYNAMIC HT  -         162.470 (meters)     533.04  (feet)  COMP
 AO0475  MODELED GRAV-     979,151.2   (mgal)                       NAVD 88
 AO0475
 AO0475  VERT ORDER  -  SECOND    CLASS 0
 AO0475
 AO0475.The horizontal coordinates were scaled from a topographic map and have
 AO0475.an estimated accuracy of +/- 6 seconds.
 AO0475
 AO0475.The orthometric height was determined by differential leveling
 AO0475.and adjusted by the National Geodetic Survey in June 1991..
 AO0475
 AO0475.The geoid height was determined by GEOID03.
 AO0475
 AO0475.The dynamic height is computed by dividing the NAVD 88
 AO0475.geopotential number by the normal gravity value computed on the
 AO0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0475.degrees latitude (g = 980.6199 gals.).
 AO0475
 AO0475.The modeled gravity was interpolated from observed gravity values.
 AO0475
 AO0475;                    North         East    Units  Estimated Accuracy
 AO0475;SPC TXSC     - 4,082,290.      534,640.      MT  (+/- 180 meters Scaled)
 AO0475
 AO0475                          SUPERSEDED SURVEY CONTROL
 AO0475
 AO0475  NGVD 29 (??/??/92)  162.623  (m)          533.54   (f) ADJ UNCH    2 0
 AO0475
 AO0475.Superseded values are not recommended for survey control.
 AO0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0475.See file dsdata.txt to determine how the superseded data were derived.
 AO0475
 AO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS346609(NAD 83)
 AO0475_MARKER: DD = SURVEY DISK
 AO0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0475_STAMPING: 1929 H-6
 AO0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0475+STABILITY: SURFACE MOTION
 AO0475
 AO0475  HISTORY     - Date     Condition        Report By
 AO0475  HISTORY     - 1929     MONUMENTED       USGS
 AO0475  HISTORY     - 1934     GOOD             NGS
 AO0475  HISTORY     - 1940     GOOD             NGS
 AO0475
 AO0475                          STATION DESCRIPTION
 AO0475
 AO0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0475'IN BRUNDAGE.
 AO0475'ABOUT 800 FT. W OF TRACK AT INTERSECTION OF STATE HWY NO. 85 AND
 AO0475'CRYSTAL CITY-ASHERTON ROAD.  37 FT. S OF CENTER-LINE OF HWY AND 61 FT.
 AO0475'E OF CENTER-LINE OF MAIN N AND S ROAD.  IN TOP OF CONCRETE POST.
 AO0475'NOTE-- BM IS 800 FT S OF LOADING PLATFORM ON RR. DEPOT IS GONE.  AND
 AO0475'IS OPPISITE OF SOUTH OF FILLING STA. AT HIGHWAY JUNCT.
 AO0475
 AO0475                          STATION RECOVERY (1940)
 AO0475
 AO0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0004 ***********************************************************************
 AZ0004  DESIGNATION -  H 60
 AZ0004  PID         -  AZ0004
 AZ0004  STATE/COUNTY-  TX/UVALDE
 AZ0004  USGS QUAD   -  MONTELL (1973)
 AZ0004
 AZ0004                         *CURRENT SURVEY CONTROL
 AZ0004  ___________________________________________________________________
 AZ0004* NAD 83(1986)-  29 30 31.     (N)    100 00 56.     (W)     SCALED    
 AZ0004* NAVD 88     -       378.392  (meters)    1241.44   (feet)  POSTED    
 AZ0004  ___________________________________________________________________
 AZ0004  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0004  DYNAMIC HT  -         377.840 (meters)    1239.63  (feet)  COMP
 AZ0004  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 AZ0004
 AZ0004  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0004
 AZ0004.The horizontal coordinates were scaled from a topographic map and have
 AZ0004.an estimated accuracy of +/- 6 seconds.
 AZ0004
 AZ0004.The orthometric height was determined by differential leveling
 AZ0004.and adjusted by the National Geodetic Survey in 1992..
 AZ0004.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0004.rate of 0.0 thru 1.0 mm/km.
 AZ0004
 AZ0004.The geoid height was determined by GEOID03.
 AZ0004
 AZ0004.The dynamic height is computed by dividing the NAVD 88
 AZ0004.geopotential number by the normal gravity value computed on the
 AZ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0004.degrees latitude (g = 980.6199 gals.).
 AZ0004
 AZ0004.The modeled gravity was interpolated from observed gravity values.
 AZ0004
 AZ0004;                    North         East    Units  Estimated Accuracy
 AZ0004;SPC TXSC     - 4,186,090.      501,550.      MT  (+/- 180 meters Scaled)
 AZ0004
 AZ0004                          SUPERSEDED SURVEY CONTROL
 AZ0004
 AZ0004  NGVD 29 (??/??/92)  378.287  (m)         1241.10   (f) ADJ UNCH    2 0
 AZ0004
 AZ0004.Superseded values are not recommended for survey control.
 AZ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0004.See file dsdata.txt to determine how the superseded data were derived.
 AZ0004
 AZ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT015647(NAD 83)
 AZ0004_MARKER: DD = SURVEY DISK
 AZ0004_SETTING: 80 = SET IN A BOULDER
 AZ0004_SP_SET: BOULDER
 AZ0004_STAMPING: H 60 1923
 AZ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0004+STABILITY: SURFACE MOTION
 AZ0004
 AZ0004  HISTORY     - Date     Condition        Report By
 AZ0004  HISTORY     - 1923     MONUMENTED       USGS
 AZ0004  HISTORY     - 1940     GOOD             NGS
 AZ0004
 AZ0004                          STATION DESCRIPTION
 AZ0004
 AZ0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0004'12.2 MI SE FROM CAMP WOOD.
 AZ0004'IN UVALDE COUNTY, 12.2 MILES SOUTHEAST ALONG THE UVALDE AND NORTHERN
 AZ0004'RAILWAY FROM THE STATION AT CAMP WOOD, REAL COUNTY, 1.6 MILES SOUTH OF
 AZ0004'MONTELL, 2,100 FEET NORTH OF A WATER TOWER, 80 FEET WEST OF THE
 AZ0004'CENTERLINE OF THE TRACK, IN THE TOP OF A PROMINENT BOULDER, AND 3 FEET
 AZ0004'ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 AZ0004'STAMPED H 60 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6782 ***********************************************************************
 AW6782  DESIGNATION -  H 60 TX
 AW6782  PID         -  AW6782
 AW6782  STATE/COUNTY-  TX/GALVESTON
 AW6782  USGS QUAD   -  SEA ISLE (1974)
 AW6782
 AW6782                         *CURRENT SURVEY CONTROL
 AW6782  ___________________________________________________________________
 AW6782* NAD 83(1993)-  29 09 31.79720(N)    095 00 36.35808(W)     ADJUSTED  
 AW6782* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 AW6782  ___________________________________________________________________
 AW6782  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AW6782  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AW6782
 AW6782  HORZ ORDER  -  THIRD
 AW6782
 AW6782.The horizontal coordinates were established by classical geodetic methods
 AW6782.and adjusted by the National Geodetic Survey in February 1996..
 AW6782
 AW6782.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6782
 AW6782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6782
 AW6782.The geoid height was determined by GEOID03.
 AW6782
 AW6782;                    North         East     Units Scale Factor Converg.
 AW6782;SPC TXSC     - 4,153,520.541   988,049.176   MT  0.99986793   +1 57 16.9
 AW6782;SPC TXSC     -13,627,008.64  3,241,624.67   sFT  0.99986793   +1 57 16.9
 AW6782;UTM  15      - 3,227,254.478   304,495.285   MT  1.00007167   -0 58 46.9
 AW6782
 AW6782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6782!SPC TXSC     -   1.00000360  x   0.99986793  =   0.99987153
 AW6782!UTM  15      -   1.00000360  x   1.00007167  =   1.00007527
 AW6782
 AW6782:                Primary Azimuth Mark                     Grid Az
 AW6782:SPC TXSC     -  H 59 TX                                  053 56 08.7
 AW6782:UTM  15      -  H 59 TX                                  056 52 12.5
 AW6782
 AW6782|---------------------------------------------------------------------|
 AW6782| PID    Reference Object                     Distance      Geod. Az  |
 AW6782|                                                           dddmmss.s |
 AW6782| AW5812 H 59 TX                             APPROX. 1.4 KM 0555325.6 |
 AW6782|---------------------------------------------------------------------|
 AW6782
 AW6782                          SUPERSEDED SURVEY CONTROL
 AW6782
 AW6782  NAD 83(1986)-  29 09 31.80928(N)    095 00 36.33952(W) AD(       ) 3
 AW6782  NAD 27      -  29 09 30.94889(N)    095 00 35.61053(W) AD(       ) 3
 AW6782  NGVD 29 (07/19/86)    3.6    (m)           12.     (f) VERT ANG       
 AW6782
 AW6782.Superseded values are not recommended for survey control.
 AW6782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6782.See file dsdata.txt to determine how the superseded data were derived.
 AW6782
 AW6782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0449527254(NAD 83)
 AW6782_MARKER: DD = SURVEY DISK
 AW6782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6782_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6782_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6782+STABILITY: SURFACE MOTION
 AW6782
 AW6782  HISTORY     - Date     Condition        Report By
 AW6782  HISTORY     - 1979     MONUMENTED       NOS
 AW6782  HISTORY     - 1982     MARK NOT FOUND   NOS
 AW6782  HISTORY     - 19990604 MARK NOT FOUND   USPSQD
 AW6782  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW6782
 AW6782                          STATION DESCRIPTION
 AW6782
 AW6782'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW6782'THE STATION IS LOCATED ON GALVESTON ISLAND 7.6 MILES
 AW6782'NORTHEAST OF THE SAN LUIS PASS BRIDGE.
 AW6782'
 AW6782'TO REACH FROM THE TOLL BOOTH AT THE NORTH END OF THE SAN LUIS
 AW6782'BRIDGE, GO NORTHEAST ON FARM ROAD 3005 FOR 7.5 MILES
 AW6782'TO A SAND ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON SAND
 AW6782'ROAD FOR 0.1 MILE TO THE BEACH.  TURN LEFT AND GO NORTHEAST ON
 AW6782'THE BEACH FOR 0.05 MILE TO A BARRICADE AND SIGNS, DO NOT
 AW6782'ENTER, AND THE STATION ON THE DUNE LINE JUST BEYOND THE
 AW6782'BARRICADE.
 AW6782'
 AW6782'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 60 TX 1979---,
 AW6782'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD CEMENTED IN THE
 AW6782'GROUND AND PROJECTING 4 INCHES.  IT IS 79 FEET NORTH OF
 AW6782'THE SOUTHEAST POST OF A BARRICADE WITH WIRE CABLE, 37 FEET
 AW6782'NORTH OF THE MOST NORTHWESTERLY POST THAT MAKES THE BARRICADE
 AW6782'AND 4.9 FEET WEST OF A WITNESS POST WITH SIGN ATTACHED.
 AW6782'
 AW6782'HEIGHT OF LIGHT SHOWN WAS 1.44 METERS.
 AW6782
 AW6782                          STATION RECOVERY (1982)
 AW6782
 AW6782'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6782'STATION LOST TO BEACH EROSION.
 AW6782
 AW6782                          STATION RECOVERY (1999)
 AW6782
 AW6782'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6782'MARK NOT FOUND.
 AW6782
 AW6782                          STATION RECOVERY (2004)
 AW6782
 AW6782'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0336 ***********************************************************************
 AJ0336  DESIGNATION -  H 600
 AJ0336  PID         -  AJ0336
 AJ0336  STATE/COUNTY-  TX/DUVAL
 AJ0336  USGS QUAD   -  CONCEPCION (1968)
 AJ0336
 AJ0336                         *CURRENT SURVEY CONTROL
 AJ0336  ___________________________________________________________________
 AJ0336* NAD 83(1986)-  27 26 46.     (N)    098 15 54.     (W)     SCALED    
 AJ0336* NAVD 88     -        79.312  (meters)     260.21   (feet)  ADJUSTED  
 AJ0336  ___________________________________________________________________
 AJ0336  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AJ0336  DYNAMIC HT  -          79.187 (meters)     259.80  (feet)  COMP
 AJ0336  MODELED GRAV-     979,074.9   (mgal)                       NAVD 88
 AJ0336
 AJ0336  VERT ORDER  -  SECOND    CLASS 0
 AJ0336
 AJ0336.The horizontal coordinates were scaled from a topographic map and have
 AJ0336.an estimated accuracy of +/- 6 seconds.
 AJ0336
 AJ0336.The orthometric height was determined by differential leveling
 AJ0336.and adjusted by the National Geodetic Survey in June 1991..
 AJ0336
 AJ0336.The geoid height was determined by GEOID03.
 AJ0336
 AJ0336.The dynamic height is computed by dividing the NAVD 88
 AJ0336.geopotential number by the normal gravity value computed on the
 AJ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0336.degrees latitude (g = 980.6199 gals.).
 AJ0336
 AJ0336.The modeled gravity was interpolated from observed gravity values.
 AJ0336
 AJ0336;                    North         East    Units  Estimated Accuracy
 AJ0336;SPC TX S     - 5,197,170.      323,230.      MT  (+/- 180 meters Scaled)
 AJ0336
 AJ0336                          SUPERSEDED SURVEY CONTROL
 AJ0336
 AJ0336  NGVD 29 (??/??/92)   79.403  (m)          260.51   (f) ADJ UNCH    2 0
 AJ0336
 AJ0336.Superseded values are not recommended for survey control.
 AJ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0336.See file dsdata.txt to determine how the superseded data were derived.
 AJ0336
 AJ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR726360(NAD 83)
 AJ0336_MARKER: DB = BENCH MARK DISK
 AJ0336_SETTING: 0 = UNSPECIFIED SETTING
 AJ0336_STAMPING: H 600 1942
 AJ0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0336
 AJ0336  HISTORY     - Date     Condition        Report By
 AJ0336  HISTORY     - 1942     MONUMENTED       CGS
 AJ0336  HISTORY     - 1962     GOOD             USGS
 AJ0336
 AJ0336                          STATION DESCRIPTION
 AJ0336
 AJ0336'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ0336'3.0 MI N FROM PREMONT.
 AJ0336'ABOUT THREE MILES NORTH OF SANTA CRUS, DUVAL COUNTY, ALONG A PAVED
 AJ0336'ROAD, ABOUT 0.4 MILE SOUTH OF THE SETTLEMENT OF EIOS, AND 30 FEET WEST
 AJ0336'OF CENTER OF INTERSECTION OF A T-ROAD.  EAST AND 4 FEET NORTH OF A
 AJ0336'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1379 ***********************************************************************
 AN1379  DESIGNATION -  H 601
 AN1379  PID         -  AN1379
 AN1379  STATE/COUNTY-  TX/ARANSAS
 AN1379  USGS QUAD   -  LAMAR (1979)
 AN1379
 AN1379                         *CURRENT SURVEY CONTROL
 AN1379  ___________________________________________________________________
 AN1379* NAD 83(1986)-  28 09 38.     (N)    097 00 01.     (W)     SCALED    
 AN1379* NAVD 88     -         3.33   (+/-2cm)      10.9    (feet)  VERTCON   
 AN1379  ___________________________________________________________________
 AN1379  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1379
 AN1379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1379
 AN1379.The horizontal coordinates were scaled from a topographic map and have
 AN1379.an estimated accuracy of +/- 6 seconds.
 AN1379
 AN1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1379.The vertical order pertains to the NGVD 29 superseded value.
 AN1379
 AN1379.The geoid height was determined by GEOID03.
 AN1379
 AN1379;                    North         East    Units  Estimated Accuracy
 AN1379;SPC TXSC     - 4,037,950.      796,410.      MT  (+/- 180 meters Scaled)
 AN1379
 AN1379                          SUPERSEDED SURVEY CONTROL
 AN1379
 AN1379  NGVD 29 (??/??/92)    3.463  (m)           11.36   (f) ADJ UNCH    2 0
 AN1379
 AN1379.Superseded values are not recommended for survey control.
 AN1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1379.See file dsdata.txt to determine how the superseded data were derived.
 AN1379
 AN1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS963166(NAD 83)
 AN1379_MARKER: DB = BENCH MARK DISK
 AN1379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1379_SP_SET: CULVERT
 AN1379_STAMPING: H 601 1942
 AN1379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1379
 AN1379  HISTORY     - Date     Condition        Report By
 AN1379  HISTORY     - 1942     MONUMENTED       CGS
 AN1379
 AN1379                          STATION DESCRIPTION
 AN1379
 AN1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1379'10.1 MI N FROM ROCKPORT.
 AN1379'TO REACH FROM THE CITY WATER TOWER AT ROCKPORT-- PROCEED NORTH 10.1
 AN1379'MILES ON STATE HIGHWAY NO. 35 TO A CONCRETE CULVERT 0.1 MILE NORTH OF
 AN1379'AIR BEACON, AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN
 AN1379'THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 3 X 4 FOOT CONCRETE
 AN1379'BOX CULVERT.  IT IS 15.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AN1379'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1380 ***********************************************************************
 AN1380  DESIGNATION -  H 601 RESET 1955
 AN1380  PID         -  AN1380
 AN1380  STATE/COUNTY-  TX/ARANSAS
 AN1380  USGS QUAD   -  ST CHARLES BAY (1973)
 AN1380
 AN1380                         *CURRENT SURVEY CONTROL
 AN1380  ___________________________________________________________________
 AN1380* NAD 83(1986)-  28 09 39.     (N)    097 00 00.     (W)     SCALED    
 AN1380* NAVD 88     -         3.16   (+/-2cm)      10.4    (feet)  VERTCON   
 AN1380  ___________________________________________________________________
 AN1380  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1380
 AN1380  VERT ORDER  -  THIRD (See Below)
 AN1380
 AN1380.The horizontal coordinates were scaled from a topographic map and have
 AN1380.an estimated accuracy of +/- 6 seconds.
 AN1380
 AN1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1380.The vertical order pertains to the NGVD 29 superseded value.
 AN1380
 AN1380.The geoid height was determined by GEOID03.
 AN1380
 AN1380;                    North         East    Units  Estimated Accuracy
 AN1380;SPC TXSC     - 4,037,980.      796,440.      MT  (+/- 180 meters Scaled)
 AN1380
 AN1380                          SUPERSEDED SURVEY CONTROL
 AN1380
 AN1380  NGVD 29 (??/??/??)    3.29   (m)           10.8    (f) RESET       3  
 AN1380
 AN1380.Superseded values are not recommended for survey control.
 AN1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1380.See file dsdata.txt to determine how the superseded data were derived.
 AN1380
 AN1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS963166(NAD 83)
 AN1380_MARKER: DB = BENCH MARK DISK
 AN1380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1380_SP_SET: CULVERT
 AN1380_STAMPING: H 601 RESET 1955
 AN1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1380+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 AN1380
 AN1380  HISTORY     - Date     Condition        Report By
 AN1380  HISTORY     - 1955     MONUMENTED       TXHD
 AN1380  HISTORY     - 1987     GOOD             USPSQD
 AN1380  HISTORY     - 1988     GOOD             USPSQD
 AN1380  HISTORY     - 1988     GOOD             USPSQD
 AN1380  HISTORY     - 1988     GOOD             USPSQD
 AN1380  HISTORY     - 1989     GOOD             USPSQD
 AN1380  HISTORY     - 1990     POOR             USPSQD
 AN1380  HISTORY     - 19910720 GOOD             USPSQD
 AN1380  HISTORY     - 19961011 GOOD             USPSQD
 AN1380  HISTORY     - 20020913 GOOD             USPSQD
 AN1380  HISTORY     - 20051105 GOOD             USPSQD
 AN1380
 AN1380                          STATION DESCRIPTION
 AN1380
 AN1380'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN1380'10.1 MI N FROM ROCKPORT.
 AN1380'10.1 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN1380'ROCKPORT, 0.1 MILE NORTH OF AN AIR BEACON.  AT A 3 BY 4-FOOT CONCRETE
 AN1380'BOX CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 22 FEET
 AN1380'WEST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 1.0 FOOT HIGHER THAN
 AN1380'THE HIGHWAY.
 AN1380
 AN1380                          STATION RECOVERY (1987)
 AN1380
 AN1380'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN1380'RECOVERED IN GOOD CONDITION.
 AN1380
 AN1380                          STATION RECOVERY (1988)
 AN1380
 AN1380'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AN1380'RECOVERED IN GOOD CONDITION.
 AN1380
 AN1380                          STATION RECOVERY (1988)
 AN1380
 AN1380'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN1380'RECOVERED IN GOOD CONDITION.
 AN1380
 AN1380                          STATION RECOVERY (1988)
 AN1380
 AN1380'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN1380'RECOVERED IN GOOD CONDITION.
 AN1380
 AN1380                          STATION RECOVERY (1989)
 AN1380
 AN1380'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN1380'RECOVERED IN GOOD CONDITION.
 AN1380
 AN1380                          STATION RECOVERY (1990)
 AN1380
 AN1380'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1380'MARK RECOVERED IN POOR CONDITION.
 AN1380
 AN1380                          STATION RECOVERY (1991)
 AN1380
 AN1380'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AN1380'RECOVERED IN GOOD CONDITION.
 AN1380
 AN1380                          STATION RECOVERY (1996)
 AN1380
 AN1380'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1380'RECOVERED IN GOOD CONDITION.
 AN1380
 AN1380                          STATION RECOVERY (2002)
 AN1380
 AN1380'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AN1380'RECOVERED IN GOOD CONDITION.
 AN1380
 AN1380                          STATION RECOVERY (2005)
 AN1380
 AN1380'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AN1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1281 ***********************************************************************
 AN1281  DESIGNATION -  H 602
 AN1281  PID         -  AN1281
 AN1281  STATE/COUNTY-  TX/REFUGIO
 AN1281  USGS QUAD   -  QUINTANA (1979)
 AN1281
 AN1281                         *CURRENT SURVEY CONTROL
 AN1281  ___________________________________________________________________
 AN1281* NAD 83(1986)-  28 17 43.     (N)    097 10 10.     (W)     SCALED    
 AN1281* NAVD 88     -        13.07   (+/-2cm)      42.9    (feet)  VERTCON   
 AN1281  ___________________________________________________________________
 AN1281  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1281
 AN1281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1281
 AN1281.The horizontal coordinates were scaled from a topographic map and have
 AN1281.an estimated accuracy of +/- 6 seconds.
 AN1281
 AN1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1281.The vertical order pertains to the NGVD 29 superseded value.
 AN1281
 AN1281.The geoid height was determined by GEOID03.
 AN1281
 AN1281;                    North         East    Units  Estimated Accuracy
 AN1281;SPC TXSC     - 4,052,600.      779,560.      MT  (+/- 180 meters Scaled)
 AN1281
 AN1281                          SUPERSEDED SURVEY CONTROL
 AN1281
 AN1281  NGVD 29 (??/??/92)   13.223  (m)           43.38   (f) ADJ UNCH    2 0
 AN1281
 AN1281.Superseded values are not recommended for survey control.
 AN1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1281.See file dsdata.txt to determine how the superseded data were derived.
 AN1281
 AN1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS795312(NAD 83)
 AN1281_MARKER: DB = BENCH MARK DISK
 AN1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1281_SP_SET: CULVERT
 AN1281_STAMPING: H 602 1942
 AN1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1281
 AN1281  HISTORY     - Date     Condition        Report By
 AN1281  HISTORY     - 1942     MONUMENTED       CGS
 AN1281  HISTORY     - 1988     GOOD             USPSQD
 AN1281  HISTORY     - 1990     POOR             USPSQD
 AN1281  HISTORY     - 19940716 GOOD             USPSQD
 AN1281  HISTORY     - 19990724 GOOD             USPSQD
 AN1281
 AN1281                          STATION DESCRIPTION
 AN1281
 AN1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1281'6.5 MI E FROM REFUGIO.
 AN1281'6.5 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1281'REFUGIO, REFUGIO COUNTY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF
 AN1281'THE EAST END OF THE SOUTH HEADWALL, 22 FEET SOUTH OF THE CENTERLINE OF
 AN1281'THE ROAD, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED H
 AN1281'602 1942.
 AN1281
 AN1281                          STATION RECOVERY (1988)
 AN1281
 AN1281'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1281'RECOVERED IN GOOD CONDITION.
 AN1281
 AN1281                          STATION RECOVERY (1990)
 AN1281
 AN1281'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1281'MARK RECOVERED IN POOR CONDITION.
 AN1281
 AN1281                          STATION RECOVERY (1994)
 AN1281
 AN1281'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1281'RECOVERED IN GOOD CONDITION.
 AN1281
 AN1281                          STATION RECOVERY (1999)
 AN1281
 AN1281'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1358 ***********************************************************************
 AN1358  DESIGNATION -  H 603
 AN1358  PID         -  AN1358
 AN1358  STATE/COUNTY-  TX/ARANSAS
 AN1358  USGS QUAD   -  BAYSIDE (1979)
 AN1358
 AN1358                         *CURRENT SURVEY CONTROL
 AN1358  ___________________________________________________________________
 AN1358* NAD 83(1986)-  28 00 53.     (N)    097 12 02.     (W)     SCALED    
 AN1358* NAVD 88     -         1.90   (+/-2cm)       6.2    (feet)  VERTCON   
 AN1358  ___________________________________________________________________
 AN1358  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN1358
 AN1358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1358
 AN1358.The horizontal coordinates were scaled from a topographic map and have
 AN1358.an estimated accuracy of +/- 6 seconds.
 AN1358
 AN1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1358.The vertical order pertains to the NGVD 29 superseded value.
 AN1358
 AN1358.The geoid height was determined by GEOID03.
 AN1358
 AN1358;                    North         East    Units  Estimated Accuracy
 AN1358;SPC TXSC     - 4,021,470.      776,990.      MT  (+/- 180 meters Scaled)
 AN1358
 AN1358                          SUPERSEDED SURVEY CONTROL
 AN1358
 AN1358  NGVD 29 (??/??/92)    2.046  (m)            6.71   (f) ADJ UNCH    2 0
 AN1358
 AN1358.Superseded values are not recommended for survey control.
 AN1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1358.See file dsdata.txt to determine how the superseded data were derived.
 AN1358
 AN1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS769001(NAD 83)
 AN1358_MARKER: DB = BENCH MARK DISK
 AN1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1358_STAMPING: H 603 1942
 AN1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1358+STABILITY: SURFACE MOTION
 AN1358
 AN1358  HISTORY     - Date     Condition        Report By
 AN1358  HISTORY     - 1942     MONUMENTED       CGS
 AN1358
 AN1358                          STATION DESCRIPTION
 AN1358
 AN1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1358'11.9 MI SW FROM ROCKPORT.
 AN1358'TO REACH FROM INTERSECTION OF STATE HIGHWAY NO. 35 AND ROAD TO BAYSIDE
 AN1358'AT ROCKPORT-- PROCEED WEST 4.0 MILES ON ROAD TO BAYSIDE TO THE
 AN1358'INTERSECTION OF THE ROAD TO THE PORT BAY CLUB BUILDINGS (OLD ROAD TO
 AN1358'BAYSIDE)-- THENCE CONTINUE SOUTHWEST AND GO 3.2 MILES TO A CROSSROAD.
 AN1358'THENCE TURN RIGHT (NORTHWEST) AND GO 4.7 MILES TO A SMALL BRIDGE AND
 AN1358'SITE OF BENCH MARK.  BENCH MARK IS 55.0 FEET EAST OF THE NORTHEAST END
 AN1358'OF THE BRIDGE, 33.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS
 AN1358'THE CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF A 4 X 4 INCH WOODEN
 AN1358'MARKER POST, AND 1.0 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 AN1358'MONUMENT PROJECTS ABOUT 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1359 ***********************************************************************
 AN1359  DESIGNATION -  H 603 RESET 1950
 AN1359  PID         -  AN1359
 AN1359  STATE/COUNTY-  TX/ARANSAS
 AN1359  USGS QUAD   -  BAYSIDE (1979)
 AN1359
 AN1359                         *CURRENT SURVEY CONTROL
 AN1359  ___________________________________________________________________
 AN1359* NAD 83(1986)-  28 00 53.     (N)    097 12 02.     (W)     SCALED    
 AN1359* NAVD 88     -         1.90   (+/-2cm)       6.2    (feet)  VERTCON   
 AN1359  ___________________________________________________________________
 AN1359  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN1359
 AN1359  VERT ORDER  -  THIRD (See Below)
 AN1359
 AN1359.The horizontal coordinates were scaled from a topographic map and have
 AN1359.an estimated accuracy of +/- 6 seconds.
 AN1359
 AN1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1359.The vertical order pertains to the NGVD 29 superseded value.
 AN1359
 AN1359.The geoid height was determined by GEOID03.
 AN1359
 AN1359;                    North         East    Units  Estimated Accuracy
 AN1359;SPC TXSC     - 4,021,470.      776,990.      MT  (+/- 180 meters Scaled)
 AN1359
 AN1359                          SUPERSEDED SURVEY CONTROL
 AN1359
 AN1359  NGVD 29 (01/29/03)    2.04   (m)            6.7    (f) RESET       3  
 AN1359
 AN1359.Superseded values are not recommended for survey control.
 AN1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1359.See file dsdata.txt to determine how the superseded data were derived.
 AN1359
 AN1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS769001(NAD 83)
 AN1359_MARKER: DB = BENCH MARK DISK
 AN1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1359_STAMPING: H 603 RESET 1950
 AN1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1359+STABILITY: SURFACE MOTION
 AN1359
 AN1359  HISTORY     - Date     Condition        Report By
 AN1359  HISTORY     - 1950     MONUMENTED       TXHD
 AN1359  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1359  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1359
 AN1359                          STATION DESCRIPTION
 AN1359
 AN1359'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AN1359'8.5 MI NE FROM GREGORY.
 AN1359'IN ARANSAS COUNTY, 8.5 MILES NORTHEAST ALONG HIGHWAY 136 FROM THE POST
 AN1359'OFFICE AT GREGORY, SAN PATRICIO COUNTY, 2.6 MILES SOUTHEAST ALONG
 AN1359'HIGHWAY 881.  AT A SMALL BRIDGE, 52 FEET EAST OF THE NORTHEAST END, 49
 AN1359'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF
 AN1359'THE RIGHT-OF-WAY FENCE, AND 1.5 FEET LOWER THAN THE HIGHWAY. A
 AN1359'STANDARD DISK, STAMPED H 603 RESET 1950 AND SET IN THE TOP OF A
 AN1359'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1359
 AN1359                          STATION RECOVERY (1974)
 AN1359
 AN1359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1359'MARK NOT FOUND.
 AN1359
 AN1359                          STATION RECOVERY (1987)
 AN1359
 AN1359'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1302 ***********************************************************************
 AN1302  DESIGNATION -  H 604
 AN1302  PID         -  AN1302
 AN1302  STATE/COUNTY-  TX/REFUGIO
 AN1302  USGS QUAD   -  WOODSBORO (1978)
 AN1302
 AN1302                         *CURRENT SURVEY CONTROL
 AN1302  ___________________________________________________________________
 AN1302* NAD 83(1986)-  28 11 32.     (N)    097 16 11.     (W)     SCALED    
 AN1302* NAVD 88     -         9.47   (+/-2cm)      31.1    (feet)  VERTCON   
 AN1302  ___________________________________________________________________
 AN1302  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1302
 AN1302  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1302
 AN1302.The horizontal coordinates were scaled from a topographic map and have
 AN1302.an estimated accuracy of +/- 6 seconds.
 AN1302
 AN1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1302.The vertical order pertains to the NGVD 29 superseded value.
 AN1302
 AN1302.The geoid height was determined by GEOID03.
 AN1302
 AN1302;                    North         East    Units  Estimated Accuracy
 AN1302;SPC TXSC     - 4,041,030.      769,890.      MT  (+/- 180 meters Scaled)
 AN1302
 AN1302                          SUPERSEDED SURVEY CONTROL
 AN1302
 AN1302  NGVD 29 (??/??/92)    9.631  (m)           31.60   (f) ADJ UNCH    2 0
 AN1302
 AN1302.Superseded values are not recommended for survey control.
 AN1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1302.See file dsdata.txt to determine how the superseded data were derived.
 AN1302
 AN1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS698197(NAD 83)
 AN1302_MARKER: DB = BENCH MARK DISK
 AN1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1302_STAMPING: H 604 1942
 AN1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1302+STABILITY: SURFACE MOTION
 AN1302
 AN1302  HISTORY     - Date     Condition        Report By
 AN1302  HISTORY     - 1942     MONUMENTED       CGS
 AN1302  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1302  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1302
 AN1302                          STATION DESCRIPTION
 AN1302
 AN1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1302'6.6 MI SE FROM WOODSBORO.
 AN1302'6.6 MILES SOUTHEAST ALONG THE BAYSIDE ROAD FROM THE CITY PARK AT
 AN1302'WOODSBORO, REFUGIO COUNTY, AT A ROAD INTERSECTION, 36 FEET SOUTH OF
 AN1302'THE CENTERLINE OF THE MAIN ROAD, 24 FEET WEST OF THE CENTERLINE OF THE
 AN1302'CROSS ROAD, 10 FEET WEST OF A POWERLINE POLE WITH A GUY WIRE, 3 FEET
 AN1302'EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE MAIN ROAD. A
 AN1302'STANDARD DISK, STAMPED H 604 1942 AND SET IN THE TOP OF A CONCRETE
 AN1302'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN1302
 AN1302                          STATION RECOVERY (1973)
 AN1302
 AN1302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1302'MARK NOT FOUND.
 AN1302
 AN1302                          STATION RECOVERY (1988)
 AN1302
 AN1302'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AN1302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0223 ***********************************************************************
 AH0223  DESIGNATION -  H 606
 AH0223  PID         -  AH0223
 AH0223  STATE/COUNTY-  TX/SAN PATRICIO
 AH0223  USGS QUAD   -  GREGORY (1975)
 AH0223
 AH0223                         *CURRENT SURVEY CONTROL
 AH0223  ___________________________________________________________________
 AH0223* NAD 83(1986)-  27 56 45.     (N)    097 16 33.     (W)     SCALED    
 AH0223* NAVD 88     -         7.55   (+/-2cm)      24.8    (feet)  VERTCON   
 AH0223  ___________________________________________________________________
 AH0223  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AH0223
 AH0223  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0223
 AH0223.The horizontal coordinates were scaled from a topographic map and have
 AH0223.an estimated accuracy of +/- 6 seconds.
 AH0223
 AH0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0223.The vertical order pertains to the NGVD 29 superseded value.
 AH0223
 AH0223.The geoid height was determined by GEOID03.
 AH0223
 AH0223;                    North         East    Units  Estimated Accuracy
 AH0223;SPC TX S     - 5,253,110.      420,470.      MT  (+/- 180 meters Scaled)
 AH0223
 AH0223                          SUPERSEDED SURVEY CONTROL
 AH0223
 AH0223  NGVD 29 (??/??/92)    7.719  (m)           25.32   (f) ADJ UNCH    2 0
 AH0223
 AH0223.Superseded values are not recommended for survey control.
 AH0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0223.See file dsdata.txt to determine how the superseded data were derived.
 AH0223
 AH0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR696923(NAD 83)
 AH0223_MARKER: DB = BENCH MARK DISK
 AH0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0223_STAMPING: H 606 1942
 AH0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0223+STABILITY: SURFACE MOTION
 AH0223
 AH0223  HISTORY     - Date     Condition        Report By
 AH0223  HISTORY     - 1942     MONUMENTED       CGS
 AH0223  HISTORY     - 1951     MARK NOT FOUND   USGS
 AH0223  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0223  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0223
 AH0223                          STATION DESCRIPTION
 AH0223
 AH0223'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 AH0223'1.9 MI NE FROM GREGORY.
 AH0223'1.9 MILES NORTHEAST ALONG THE BAYSIDE ROAD FROM THE POST OFFICE AT
 AH0223'GREGORY, SAN PATRICIO COUNTY, 130 FEET NORTHEAST OF A DRIVEWAY, 39
 AH0223'FEET WEST OF THE CENTERLINE OF THE ROAD, 30 FEET NORTHEAST OF THE
 AH0223'NORTHEAST CORNER OF A SMALL HOUSE, 3 FEET SOUTH OF A WHITE WOODEN
 AH0223'WITNESS POST, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 AH0223'STAMPED H 606 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AH0223'ABOUT 0.5 FOOT ABOVE GROUND.
 AH0223
 AH0223                          STATION RECOVERY (1978)
 AH0223
 AH0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0223'SEARCHED FOR NOT RECOVERED THIS DATE.
 AH0223
 AH0223                          STATION RECOVERY (1995)
 AH0223
 AH0223'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0790 ***********************************************************************
 AH0790  DESIGNATION -  H 607
 AH0790  PID         -  AH0790
 AH0790  STATE/COUNTY-  TX/NUECES
 AH0790  USGS QUAD   -  PETRONILA NE (1975)
 AH0790
 AH0790                         *CURRENT SURVEY CONTROL
 AH0790  ___________________________________________________________________
 AH0790* NAD 83(1986)-  27 43 26.     (N)    097 32 50.     (W)     SCALED    
 AH0790* NAVD 88     -        13.82   (+/-2cm)      45.3    (feet)  VERTCON   
 AH0790  ___________________________________________________________________
 AH0790  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH0790
 AH0790  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0790
 AH0790.The horizontal coordinates were scaled from a topographic map and have
 AH0790.an estimated accuracy of +/- 6 seconds.
 AH0790
 AH0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0790.The vertical order pertains to the NGVD 29 superseded value.
 AH0790
 AH0790.The geoid height was determined by GEOID03.
 AH0790
 AH0790;                    North         East    Units  Estimated Accuracy
 AH0790;SPC TX S     - 5,228,280.      393,950.      MT  (+/- 180 meters Scaled)
 AH0790
 AH0790                          SUPERSEDED SURVEY CONTROL
 AH0790
 AH0790  NGVD 29 (??/??/92)   13.992  (m)           45.91   (f) ADJ UNCH    2 0
 AH0790
 AH0790.Superseded values are not recommended for survey control.
 AH0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0790.See file dsdata.txt to determine how the superseded data were derived.
 AH0790
 AH0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR432674(NAD 83)
 AH0790_MARKER: DB = BENCH MARK DISK
 AH0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0790_STAMPING: H 607 1942
 AH0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0790+STABILITY: SURFACE MOTION
 AH0790
 AH0790  HISTORY     - Date     Condition        Report By
 AH0790  HISTORY     - 1942     MONUMENTED       CGS
 AH0790  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0790  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0790  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0790
 AH0790                          STATION DESCRIPTION
 AH0790
 AH0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0790'4.0 MI S FROM CLARKWOOD.
 AH0790'4.0 MILES SOUTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT CLARKWOOD,
 AH0790'NUECES COUNTY, THENCE 0.9 MILE WEST ALONG A PAVED ROAD. IN THE OSLO
 AH0790'SCHOOLYARD, 78 FEET NORTH OF THE MAIN BUILDING, 10 FEET EAST OF THE
 AH0790'CENTER LINE OF A WALK LEADING TO THE MAIN ENTRANCE, 40 FEET SOUTH OF
 AH0790'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, AND 3 FEET EAST OF A
 AH0790'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 607 1942 AND
 AH0790'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0790
 AH0790                          STATION RECOVERY (1969)
 AH0790
 AH0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0790'MARK NOT FOUND.
 AH0790
 AH0790                          STATION RECOVERY (2001)
 AH0790
 AH0790'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0790'MARK NOT FOUND.
 AH0790
 AH0790                          STATION RECOVERY (2002)
 AH0790
 AH0790'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6783 ***********************************************************************
 AW6783  DESIGNATION -  H 61 TX
 AW6783  PID         -  AW6783
 AW6783  STATE/COUNTY-  TX/GALVESTON
 AW6783  USGS QUAD   -  SEA ISLE (1974)
 AW6783
 AW6783                         *CURRENT SURVEY CONTROL
 AW6783  ___________________________________________________________________
 AW6783* NAD 83(1993)-  29 08 39.62775(N)    095 02 01.34779(W)     ADJUSTED  
 AW6783* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 AW6783  ___________________________________________________________________
 AW6783  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AW6783  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AW6783
 AW6783  HORZ ORDER  -  THIRD
 AW6783
 AW6783.The horizontal coordinates were established by classical geodetic methods
 AW6783.and adjusted by the National Geodetic Survey in February 1996..
 AW6783
 AW6783.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6783
 AW6783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6783
 AW6783.The geoid height was determined by GEOID03.
 AW6783
 AW6783;                    North         East     Units Scale Factor Converg.
 AW6783;SPC TXSC     - 4,151,837.360   985,808.427   MT  0.99986874   +1 56 35.3
 AW6783;SPC TXSC     -13,621,486.41  3,234,273.15   sFT  0.99986874   +1 56 35.3
 AW6783;UTM  15      - 3,225,687.876   302,170.828   MT  1.00008296   -0 59 26.7
 AW6783
 AW6783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6783!SPC TXSC     -   1.00000365  x   0.99986874  =   0.99987239
 AW6783!UTM  15      -   1.00000365  x   1.00008296  =   1.00008661
 AW6783
 AW6783|---------------------------------------------------------------------|
 AW6783| PID    Reference Object                     Distance      Geod. Az  |
 AW6783|                                                           dddmmss.s |
 AW6783| AW0637 G 460 RESET                         341.213 METERS 25440     |
 AW6783|---------------------------------------------------------------------|
 AW6783
 AW6783                          SUPERSEDED SURVEY CONTROL
 AW6783
 AW6783  NAD 83(1986)-  29 08 39.63953(N)    095 02 01.32907(W) AD(       ) 3
 AW6783  NAD 27      -  29 08 38.77336(N)    095 02 00.59426(W) AD(       ) 3
 AW6783  NGVD 29 (07/19/86)    3.3    (m)           11.     (f) VERT ANG       
 AW6783
 AW6783.Superseded values are not recommended for survey control.
 AW6783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6783.See file dsdata.txt to determine how the superseded data were derived.
 AW6783
 AW6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0217125688(NAD 83)
 AW6783_MARKER: DD = SURVEY DISK
 AW6783_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6783_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6783_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6783+STABILITY: SURFACE MOTION
 AW6783
 AW6783  HISTORY     - Date     Condition        Report By
 AW6783  HISTORY     - 1979     MONUMENTED       NOS
 AW6783  HISTORY     - 1982     MARK NOT FOUND   NOS
 AW6783  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 AW6783
 AW6783                          STATION DESCRIPTION
 AW6783
 AW6783'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW6783'THE STATION IS LOCATED ON GALVESTON ISLAND 6 MILES
 AW6783'NORTHEAST OF THE SAN LUIS PASS BRIDGE.
 AW6783'
 AW6783'TO REACH FROM THE TOLL BOOTH AT THE NORTH END OF THE SAN
 AW6783'LUIS PASS BRIDGE GO NORTHEAST ON FARM ROAD 3005 FOR 6.0 MILES
 AW6783'TO A SAND ROAD ON THE RIGHT.  TURN RIGHT ON THE SAND CROSSOVER
 AW6783'THEN TURN LEFT ON THE PAVED ROAD AND GO NORTHEAST
 AW6783'FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 AW6783'SOUTHEAST ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION ON THE
 AW6783'DUNE LINE SOUTH OF THE SOUTH CORNER OF HOUSE NUMBER 21231.
 AW6783'
 AW6783'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 61 TX 1979---,
 AW6783'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD CEMENTED IN THE
 AW6783'GROUND AND PROJECTS 5 INCHES.  IT IS 113.3 FEET EAST OF A
 AW6783'STEEL POWER POLE, 25.7 FEET SOUTH OF THE SOUTH CORNER OF HOUSE
 AW6783'NUMBER 21231 AND 4.4 FEET SOUTHWEST OF A WITNESS POST
 AW6783'WITH SIGN ATTACHED.
 AW6783'
 AW6783'HEIGHT OF LIGHT SHOWN WAS 1.36 METERS.
 AW6783
 AW6783                          STATION RECOVERY (1982)
 AW6783
 AW6783'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6783'STATION LOST TO BEACH EROSION.
 AW6783
 AW6783                          STATION RECOVERY (1994)
 AW6783
 AW6783'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0393 ***********************************************************************
 AH0393  DESIGNATION -  H 610
 AH0393  PID         -  AH0393
 AH0393  STATE/COUNTY-  TX/NUECES
 AH0393  USGS QUAD   -  OSO CREEK NE (1975)
 AH0393
 AH0393                         *CURRENT SURVEY CONTROL
 AH0393  ___________________________________________________________________
 AH0393* NAD 83(1986)-  27 41 13.     (N)    097 19 33.     (W)     SCALED    
 AH0393* NAVD 88     -         3.742  (meters)      12.28   (feet)  ADJUSTED  
 AH0393  ___________________________________________________________________
 AH0393  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AH0393  DYNAMIC HT  -           3.736 (meters)      12.26  (feet)  COMP
 AH0393  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 AH0393
 AH0393  VERT ORDER  -  SECOND    CLASS 0
 AH0393
 AH0393.The horizontal coordinates were scaled from a topographic map and have
 AH0393.an estimated accuracy of +/- 6 seconds.
 AH0393
 AH0393.The orthometric height was determined by differential leveling
 AH0393.and adjusted by the National Geodetic Survey in June 1991..
 AH0393
 AH0393.The geoid height was determined by GEOID03.
 AH0393
 AH0393.The dynamic height is computed by dividing the NAVD 88
 AH0393.geopotential number by the normal gravity value computed on the
 AH0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0393.degrees latitude (g = 980.6199 gals.).
 AH0393
 AH0393.The modeled gravity was interpolated from observed gravity values.
 AH0393
 AH0393;                    North         East    Units  Estimated Accuracy
 AH0393;SPC TX S     - 5,224,370.      415,820.      MT  (+/- 180 meters Scaled)
 AH0393
 AH0393                          SUPERSEDED SURVEY CONTROL
 AH0393
 AH0393  NGVD 29 (??/??/92)    3.909  (m)           12.82   (f) ADJ UNCH    2 0
 AH0393
 AH0393.Superseded values are not recommended for survey control.
 AH0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0393.See file dsdata.txt to determine how the superseded data were derived.
 AH0393
 AH0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR650636(NAD 83)
 AH0393_MARKER: DB = BENCH MARK DISK
 AH0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0393_SP_SET: CURB
 AH0393_STAMPING: H 610 1942
 AH0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0393
 AH0393  HISTORY     - Date     Condition        Report By
 AH0393  HISTORY     - 1942     MONUMENTED       CGS
 AH0393  HISTORY     - 1949     GOOD             NGS
 AH0393  HISTORY     - 1977     GOOD             NGS
 AH0393  HISTORY     - 19910706 MARK NOT FOUND   USPSQD
 AH0393  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0393  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0393
 AH0393                          STATION DESCRIPTION
 AH0393
 AH0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0393'1.2 MI S FROM CORPUS CHRISTI.
 AH0393'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0393'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0393'SOUTH ALONG STATE HIGHWAY 286, AND THENCE 7.1 MILES EAST ALONG
 AH0393'LEXINGTON BOULEVARD (STATE HIGHWAY 358).  18 FEET NORTH OF AND ABOUT 1
 AH0393'FOOT HIGHER THAN THE CENTER LINE OF THE BOULEVARD, AT A CONCRETE
 AH0393'BRIDGE, IN THE TOP OF THE WEST END OF THE NORTH CURB, 3 FEET EAST OF
 AH0393'THE WEST END, AND 1 FOOT EAST OF A GUARDRAIL POST.  A STANDARD DISK,
 AH0393'STAMPED H 610 1942.
 AH0393
 AH0393                          STATION RECOVERY (1977)
 AH0393
 AH0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0393'RECOVERED IN GOOD CONDITION.
 AH0393
 AH0393                          STATION RECOVERY (1991)
 AH0393
 AH0393'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0393'MARK NOT FOUND.
 AH0393
 AH0393                          STATION RECOVERY (1997)
 AH0393
 AH0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0393'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0393'DESTROYED.
 AH0393
 AH0393                          STATION RECOVERY (1997)
 AH0393
 AH0393'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0115 ***********************************************************************
 AJ0115  DESIGNATION -  H 612
 AJ0115  PID         -  AJ0115
 AJ0115  STATE/COUNTY-  TX/JIM WELLS
 AJ0115  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0115
 AJ0115                         *CURRENT SURVEY CONTROL
 AJ0115  ___________________________________________________________________
 AJ0115* NAD 83(1986)-  27 38 44.     (N)    098 00 44.     (W)     SCALED    
 AJ0115* NAVD 88     -        47.362  (meters)     155.39   (feet)  ADJUSTED  
 AJ0115  ___________________________________________________________________
 AJ0115  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AJ0115  DYNAMIC HT  -          47.289 (meters)     155.15  (feet)  COMP
 AJ0115  MODELED GRAV-     979,093.5   (mgal)                       NAVD 88
 AJ0115
 AJ0115  VERT ORDER  -  SECOND    CLASS 0
 AJ0115
 AJ0115.The horizontal coordinates were scaled from a topographic map and have
 AJ0115.an estimated accuracy of +/- 6 seconds.
 AJ0115
 AJ0115.The orthometric height was determined by differential leveling
 AJ0115.and adjusted by the National Geodetic Survey in June 1991..
 AJ0115
 AJ0115.The geoid height was determined by GEOID03.
 AJ0115
 AJ0115.The dynamic height is computed by dividing the NAVD 88
 AJ0115.geopotential number by the normal gravity value computed on the
 AJ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0115.degrees latitude (g = 980.6199 gals.).
 AJ0115
 AJ0115.The modeled gravity was interpolated from observed gravity values.
 AJ0115
 AJ0115;                    North         East    Units  Estimated Accuracy
 AJ0115;SPC TX S     - 5,219,340.      348,130.      MT  (+/- 180 meters Scaled)
 AJ0115
 AJ0115                          SUPERSEDED SURVEY CONTROL
 AJ0115
 AJ0115  NGVD 29 (??/??/??)   47.46   (m)          155.7    (f) RESET       3  
 AJ0115
 AJ0115.Superseded values are not recommended for survey control.
 AJ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0115.See file dsdata.txt to determine how the superseded data were derived.
 AJ0115
 AJ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR974583(NAD 83)
 AJ0115_MARKER: DB = BENCH MARK DISK
 AJ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0115_STAMPING: H 612 1942
 AJ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0115+STABILITY: SURFACE MOTION
 AJ0115
 AJ0115  HISTORY     - Date     Condition        Report By
 AJ0115  HISTORY     - 1942     MONUMENTED       CGS
 AJ0115  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0115
 AJ0115                          STATION DESCRIPTION
 AJ0115
 AJ0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0115'7.6 MI SE FROM ALICE.
 AJ0115'TO REACH FROM POST OFFICE IN ALICE-- PROCEED SOUTHEASTERLY 7.6 MILES
 AJ0115'ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.6 MILE
 AJ0115'NORTHWEST OF WOODEN GATE OPENING ONTO KING RANCH ON THE OLD
 AJ0115'KINGSVILLE-ALICE ROAD.  IT IS 18.0 FEET SOUTHWEST OF GATE ON FENCE
 AJ0115'LEADING NORTHEAST ACROSS ROAD ABOUT 0.1 MILE WEST OF WHERE PIPE LINE
 AJ0115'CROSSES ROAD, 24.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AJ0115'CENTERLINE OF THE ROAD, 3.0 FEET WEST OF 4 X 4 INCH WOODEN MARKER POST
 AJ0115'AND MONUMENT PROJECTS ABOUT 0.3 FOOT.
 AJ0115
 AJ0115                          STATION RECOVERY (1963)
 AJ0115
 AJ0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0119 ***********************************************************************
 AJ0119  DESIGNATION -  H 613
 AJ0119  PID         -  AJ0119
 AJ0119  STATE/COUNTY-  TX/KLEBERG
 AJ0119  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0119
 AJ0119                         *CURRENT SURVEY CONTROL
 AJ0119  ___________________________________________________________________
 AJ0119* NAD 83(1986)-  27 32 40.     (N)    098 02 50.     (W)     SCALED    
 AJ0119* NAVD 88     -        40.668  (meters)     133.42   (feet)  ADJUSTED  
 AJ0119  ___________________________________________________________________
 AJ0119  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AJ0119  DYNAMIC HT  -          40.604 (meters)     133.22  (feet)  COMP
 AJ0119  MODELED GRAV-     979,087.5   (mgal)                       NAVD 88
 AJ0119
 AJ0119  VERT ORDER  -  SECOND    CLASS 0
 AJ0119
 AJ0119.The horizontal coordinates were scaled from a topographic map and have
 AJ0119.an estimated accuracy of +/- 6 seconds.
 AJ0119
 AJ0119.The orthometric height was determined by differential leveling
 AJ0119.and adjusted by the National Geodetic Survey in June 1991..
 AJ0119
 AJ0119.The geoid height was determined by GEOID03.
 AJ0119
 AJ0119.The dynamic height is computed by dividing the NAVD 88
 AJ0119.geopotential number by the normal gravity value computed on the
 AJ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0119.degrees latitude (g = 980.6199 gals.).
 AJ0119
 AJ0119.The modeled gravity was interpolated from observed gravity values.
 AJ0119
 AJ0119;                    North         East    Units  Estimated Accuracy
 AJ0119;SPC TX S     - 5,208,130.      344,720.      MT  (+/- 180 meters Scaled)
 AJ0119
 AJ0119                          SUPERSEDED SURVEY CONTROL
 AJ0119
 AJ0119  NGVD 29 (??/??/92)   40.636  (m)          133.32   (f) ADJ UNCH    2 0
 AJ0119
 AJ0119.Superseded values are not recommended for survey control.
 AJ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0119.See file dsdata.txt to determine how the superseded data were derived.
 AJ0119
 AJ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR940471(NAD 83)
 AJ0119_MARKER: DB = BENCH MARK DISK
 AJ0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0119_SP_SET: CULVERT
 AJ0119_STAMPING: H 613 1942
 AJ0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0119
 AJ0119  HISTORY     - Date     Condition        Report By
 AJ0119  HISTORY     - 1942     MONUMENTED       CGS
 AJ0119
 AJ0119                          STATION DESCRIPTION
 AJ0119
 AJ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0119'9.9 MI W FROM KINGSVILLE.
 AJ0119'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AJ0119'PROCEED WESTERLY 9.9 MILES ALONG STATE HIGHWAY NO. 141 TO SITE OF
 AJ0119'BENCH MARK.  BENCH MARK IS IN EAST END OF NORTH HEADWALL OF 14 X 4
 AJ0119'FOOT CONCRETE CULVERT.  IT IS 144.0 FEET WEST OF FENCE LINE RUNNING
 AJ0119'SOUTH FROM HIGHWAY, 60.0 FEET EAST OF FENCE LINE RUNNING NORTH FROM
 AJ0119'HIGHWAY, ABOUT 0.25 MILE WEST OF WINDMILL ON NORTH SIDE OF HIGHWAY.
 AJ0119'STAMPED H 613 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0120 ***********************************************************************
 AJ0120  DESIGNATION -  H 613 RESET 1957
 AJ0120  PID         -  AJ0120
 AJ0120  STATE/COUNTY-  TX/KLEBERG
 AJ0120  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0120
 AJ0120                         *CURRENT SURVEY CONTROL
 AJ0120  ___________________________________________________________________
 AJ0120* NAD 83(1986)-  27 32 40.     (N)    098 02 50.     (W)     SCALED    
 AJ0120* NAVD 88     -        40.51   (meters)     132.9    (feet)  RESET     
 AJ0120  ___________________________________________________________________
 AJ0120  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AJ0120
 AJ0120  VERT ORDER  -  THIRD
 AJ0120
 AJ0120.The horizontal coordinates were scaled from a topographic map and have
 AJ0120.an estimated accuracy of +/- 6 seconds.
 AJ0120
 AJ0120.The orthometric height was computed from unverified reset data.
 AJ0120
 AJ0120.The geoid height was determined by GEOID03.
 AJ0120
 AJ0120;                    North         East    Units  Estimated Accuracy
 AJ0120;SPC TX S     - 5,208,130.      344,720.      MT  (+/- 180 meters Scaled)
 AJ0120
 AJ0120                          SUPERSEDED SURVEY CONTROL
 AJ0120
 AJ0120  NGVD 29 (??/??/??)   40.60   (m)          133.2    (f) RESET       3  
 AJ0120
 AJ0120.Superseded values are not recommended for survey control.
 AJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0120.See file dsdata.txt to determine how the superseded data were derived.
 AJ0120
 AJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR940471(NAD 83)
 AJ0120_MARKER: DB = BENCH MARK DISK
 AJ0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0120_SP_SET: CULVERT
 AJ0120_STAMPING: H 613 RESET 1957
 AJ0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0120
 AJ0120  HISTORY     - Date     Condition        Report By
 AJ0120  HISTORY     - 1957     MONUMENTED       CGS
 AJ0120  HISTORY     - 1976     GOOD             TXHD
 AJ0120
 AJ0120                          STATION DESCRIPTION
 AJ0120
 AJ0120'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0120'12.45 MI W FROM KINGSVILLE.
 AJ0120'12.45 MILES WEST ALONG STATE HIGHWAY 141 FROM THE MISSOURI PACIFIC
 AJ0120'RAILROAD STATION AT KINGSVILLE, 0.75 MILE EAST OF THE JIM
 AJ0120'WELLS-KLEBERG COUNTY LINE, SET IN THE TOP OF THE EAST END OF THE SOUTH
 AJ0120'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0300 ***********************************************************************
 AJ0300  DESIGNATION -  H 614
 AJ0300  PID         -  AJ0300
 AJ0300  STATE/COUNTY-  TX/JIM WELLS
 AJ0300  USGS QUAD   -  PREMONT EAST (1963)
 AJ0300
 AJ0300                         *CURRENT SURVEY CONTROL
 AJ0300  ___________________________________________________________________
 AJ0300* NAD 83(1986)-  27 21 34.     (N)    098 07 20.     (W)     SCALED    
 AJ0300* NAVD 88     -        48.520  (meters)     159.19   (feet)  ADJUSTED  
 AJ0300  ___________________________________________________________________
 AJ0300  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AJ0300  DYNAMIC HT  -          48.444 (meters)     158.94  (feet)  COMP
 AJ0300  MODELED GRAV-     979,074.7   (mgal)                       NAVD 88
 AJ0300
 AJ0300  VERT ORDER  -  SECOND    CLASS 0
 AJ0300
 AJ0300.The horizontal coordinates were scaled from a topographic map and have
 AJ0300.an estimated accuracy of +/- 6 seconds.
 AJ0300
 AJ0300.The orthometric height was determined by differential leveling
 AJ0300.and adjusted by the National Geodetic Survey in June 1991..
 AJ0300
 AJ0300.The geoid height was determined by GEOID03.
 AJ0300
 AJ0300.The dynamic height is computed by dividing the NAVD 88
 AJ0300.geopotential number by the normal gravity value computed on the
 AJ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0300.degrees latitude (g = 980.6199 gals.).
 AJ0300
 AJ0300.The modeled gravity was interpolated from observed gravity values.
 AJ0300
 AJ0300;                    North         East    Units  Estimated Accuracy
 AJ0300;SPC TX S     - 5,187,600.      337,370.      MT  (+/- 180 meters Scaled)
 AJ0300
 AJ0300                          SUPERSEDED SURVEY CONTROL
 AJ0300
 AJ0300  NGVD 29 (??/??/??)   48.62   (m)          159.5    (f) RESET       3  
 AJ0300
 AJ0300.Superseded values are not recommended for survey control.
 AJ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0300.See file dsdata.txt to determine how the superseded data were derived.
 AJ0300
 AJ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR868265(NAD 83)
 AJ0300_MARKER: DB = BENCH MARK DISK
 AJ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0300_STAMPING: H 614 1942
 AJ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0300+STABILITY: SURFACE MOTION
 AJ0300
 AJ0300  HISTORY     - Date     Condition        Report By
 AJ0300  HISTORY     - 1942     MONUMENTED       CGS
 AJ0300  HISTORY     - 1962     MARK NOT FOUND   USGS
 AJ0300
 AJ0300                          STATION DESCRIPTION
 AJ0300
 AJ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0300'IN PREMONT.
 AJ0300'BENCH MARK IS ABOUT 400.0 FEET SOUTHEAST AND ACROSS THE RAILROAD TRACK
 AJ0300'FROM T.N.O. RAILROAD STATION.  IT IS AT A CORNER OF FENCE AROUND
 AJ0300'VACANT LOT, 30.0 FEET SOUTH OF CENTERLINE OF PAVED STREET RUNNING EAST
 AJ0300'AND WEST, 150.0 FEET EAST OF CENTERLINE OF MAIN RAILROAD TRACK, 3.0
 AJ0300'FEET WEST OF 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AJ0300'ABOUT 0.5 FOOT.
 AJ0300
 AJ0300                          STATION RECOVERY (1962)
 AJ0300
 AJ0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AJ0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0456 ***********************************************************************
 AJ0456  DESIGNATION -  H 616
 AJ0456  PID         -  AJ0456
 AJ0456  STATE/COUNTY-  TX/BROOKS
 AJ0456  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ0456
 AJ0456                         *CURRENT SURVEY CONTROL
 AJ0456  ___________________________________________________________________
 AJ0456* NAD 83(1986)-  27 05 50.     (N)    098 04 00.     (W)     SCALED    
 AJ0456* NAVD 88     -        28.291  (meters)      92.82   (feet)  ADJUSTED  
 AJ0456  ___________________________________________________________________
 AJ0456  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AJ0456  DYNAMIC HT  -          28.246 (meters)      92.67  (feet)  COMP
 AJ0456  MODELED GRAV-     979,066.0   (mgal)                       NAVD 88
 AJ0456
 AJ0456  VERT ORDER  -  SECOND    CLASS 0
 AJ0456
 AJ0456.The horizontal coordinates were scaled from a topographic map and have
 AJ0456.an estimated accuracy of +/- 6 seconds.
 AJ0456
 AJ0456.The orthometric height was determined by differential leveling
 AJ0456.and adjusted by the National Geodetic Survey in June 1991..
 AJ0456
 AJ0456.The geoid height was determined by GEOID03.
 AJ0456
 AJ0456.The dynamic height is computed by dividing the NAVD 88
 AJ0456.geopotential number by the normal gravity value computed on the
 AJ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0456.degrees latitude (g = 980.6199 gals.).
 AJ0456
 AJ0456.The modeled gravity was interpolated from observed gravity values.
 AJ0456
 AJ0456;                    North         East    Units  Estimated Accuracy
 AJ0456;SPC TX S     - 5,158,570.      342,970.      MT  (+/- 180 meters Scaled)
 AJ0456
 AJ0456                          SUPERSEDED SURVEY CONTROL
 AJ0456
 AJ0456  NGVD 29 (??/??/92)   28.38   (m)           93.1    (f) COMPUTED    2 0
 AJ0456
 AJ0456.Superseded values are not recommended for survey control.
 AJ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0456.See file dsdata.txt to determine how the superseded data were derived.
 AJ0456
 AJ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ925975(NAD 83)
 AJ0456_MARKER: DB = BENCH MARK DISK
 AJ0456_SETTING: 0 = UNSPECIFIED SETTING
 AJ0456_STAMPING: H 616 1942
 AJ0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0456
 AJ0456  HISTORY     - Date     Condition        Report By
 AJ0456  HISTORY     - 1942     MONUMENTED       CGS
 AJ0456  HISTORY     - 1962     GOOD             USGS
 AJ0456
 AJ0456                          STATION DESCRIPTION
 AJ0456
 AJ0456'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ0456'5.1 MI E FROM FALFURRIAS.
 AJ0456'FROM THE INTERSECTION OF US HWY 281 AND FARM ROAD 2191 IN FALFURRIAS,
 AJ0456'BROOKS CO., TOXAS PROCEED EAST 5.2 MILES TO A CROSS ROAD, THENCE SOUTH
 AJ0456'3.6 MILES TO THE GATE-KEEPERS HOUSE AT THE MARIPOSA RANCH, CONTINUE
 AJ0456'SOUTH 4.7 MILES TO A Y-RD NORTHWEST, THENCE NORTHWEST AND WEST 1.85
 AJ0456'MILES TO A GATE IN A NORTH-SOUTH FENCE, THENCE WEST AND NORTHWEST 0.2
 AJ0456'MILE TO A POINT WEST OF A CORRAL AND SOUTH OF A GATE IN A NW-SE FENCE
 AJ0456'AND BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1100 ***********************************************************************
 AB1100  DESIGNATION -  H 617
 AB1100  PID         -  AB1100
 AB1100  STATE/COUNTY-  TX/KENEDY
 AB1100  USGS QUAD   -  PITA CAMP (1982)
 AB1100
 AB1100                         *CURRENT SURVEY CONTROL
 AB1100  ___________________________________________________________________
 AB1100* NAD 83(1986)-  26 55 27.     (N)    097 57 06.     (W)     SCALED    
 AB1100* NAVD 88     -        11.656  (meters)      38.24   (feet)  ADJUSTED  
 AB1100  ___________________________________________________________________
 AB1100  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AB1100  DYNAMIC HT  -          11.638 (meters)      38.18  (feet)  COMP
 AB1100  MODELED GRAV-     979,064.8   (mgal)                       NAVD 88
 AB1100
 AB1100  VERT ORDER  -  SECOND    CLASS 0
 AB1100
 AB1100.The horizontal coordinates were scaled from a topographic map and have
 AB1100.an estimated accuracy of +/- 6 seconds.
 AB1100
 AB1100.The orthometric height was determined by differential leveling
 AB1100.and adjusted by the National Geodetic Survey in June 1991..
 AB1100
 AB1100.The geoid height was determined by GEOID03.
 AB1100
 AB1100.The dynamic height is computed by dividing the NAVD 88
 AB1100.geopotential number by the normal gravity value computed on the
 AB1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1100.degrees latitude (g = 980.6199 gals.).
 AB1100
 AB1100.The modeled gravity was interpolated from observed gravity values.
 AB1100
 AB1100;                    North         East    Units  Estimated Accuracy
 AB1100;SPC TX S     - 5,139,440.      354,460.      MT  (+/- 180 meters Scaled)
 AB1100
 AB1100                          SUPERSEDED SURVEY CONTROL
 AB1100
 AB1100  NGVD 29 (??/??/92)   11.750  (m)           38.55   (f) ADJ UNCH    2 0
 AB1100
 AB1100.Superseded values are not recommended for survey control.
 AB1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1100.See file dsdata.txt to determine how the superseded data were derived.
 AB1100
 AB1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ040784(NAD 83)
 AB1100_MARKER: DB = BENCH MARK DISK
 AB1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1100_STAMPING: H 617 1942
 AB1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1100+STABILITY: SURFACE MOTION
 AB1100
 AB1100  HISTORY     - Date     Condition        Report By
 AB1100  HISTORY     - 1942     MONUMENTED       CGS
 AB1100
 AB1100                          STATION DESCRIPTION
 AB1100
 AB1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1100'11.1 MI W FROM ARMSTRONG.
 AB1100'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG--
 AB1100'PROCEED 10.7 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1100'MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF A FENCE CORNER, 22.0 FEET
 AB1100'NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE RANCH ROAD,
 AB1100'3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT FROM
 AB1100'NORTH-SOUTH FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1128 ***********************************************************************
 AJ1128  DESIGNATION -  H 618
 AJ1128  PID         -  AJ1128
 AJ1128  STATE/COUNTY-  TX/BROOKS
 AJ1128  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ1128
 AJ1128                         *CURRENT SURVEY CONTROL
 AJ1128  ___________________________________________________________________
 AJ1128* NAD 83(1986)-  27 01 47.     (N)    098 01 05.     (W)     SCALED    
 AJ1128* NAVD 88     -        22.117  (meters)      72.56   (feet)  ADJUSTED  
 AJ1128  ___________________________________________________________________
 AJ1128  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AJ1128  DYNAMIC HT  -          22.082 (meters)      72.45  (feet)  COMP
 AJ1128  MODELED GRAV-     979,065.0   (mgal)                       NAVD 88
 AJ1128
 AJ1128  VERT ORDER  -  SECOND    CLASS 0
 AJ1128
 AJ1128.The horizontal coordinates were scaled from a topographic map and have
 AJ1128.an estimated accuracy of +/- 6 seconds.
 AJ1128
 AJ1128.The orthometric height was determined by differential leveling
 AJ1128.and adjusted by the National Geodetic Survey in June 1991..
 AJ1128
 AJ1128.The geoid height was determined by GEOID03.
 AJ1128
 AJ1128.The dynamic height is computed by dividing the NAVD 88
 AJ1128.geopotential number by the normal gravity value computed on the
 AJ1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1128.degrees latitude (g = 980.6199 gals.).
 AJ1128
 AJ1128.The modeled gravity was interpolated from observed gravity values.
 AJ1128
 AJ1128;                    North         East    Units  Estimated Accuracy
 AJ1128;SPC TX S     - 5,151,110.      347,820.      MT  (+/- 180 meters Scaled)
 AJ1128
 AJ1128                          SUPERSEDED SURVEY CONTROL
 AJ1128
 AJ1128  NGVD 29 (??/??/92)   22.216  (m)           72.89   (f) ADJ UNCH    2 0
 AJ1128
 AJ1128.Superseded values are not recommended for survey control.
 AJ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1128.See file dsdata.txt to determine how the superseded data were derived.
 AJ1128
 AJ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ974901(NAD 83)
 AJ1128_MARKER: DB = BENCH MARK DISK
 AJ1128_SETTING: 0 = UNSPECIFIED SETTING
 AJ1128_STAMPING: H 618 1942
 AJ1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1128
 AJ1128  HISTORY     - Date     Condition        Report By
 AJ1128  HISTORY     - 1942     MONUMENTED       CGS
 AJ1128  HISTORY     - 1953     GOOD             USGS
 AJ1128
 AJ1128                          STATION DESCRIPTION
 AJ1128
 AJ1128'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AJ1128'8.9 MI ESE FROM BARROSO.
 AJ1128'TO REACH FROM BARROSO RAILROAD SIDING PROCEED 8.9 MILES EAST-SOUTHEAST
 AJ1128'ON AN OILED RANCH ROAD TO A ROAD FORK RIGHT, THENCE NORTH ACROSS
 AJ1128'COUNTRY (TOWARD THE WEST END OF A SAND DUNE) FOR 0.8 MILE TO THE BENCH
 AJ1128'MARK WHICH IS ABOUT 600 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A SAND
 AJ1128'DUNE AND ON A LOW EAST-WEST RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1125 ***********************************************************************
 AB1125  DESIGNATION -  H 619
 AB1125  PID         -  AB1125
 AB1125  STATE/COUNTY-  TX/KENEDY
 AB1125  USGS QUAD   -  NORIAS (1982)
 AB1125
 AB1125                         *CURRENT SURVEY CONTROL
 AB1125  ___________________________________________________________________
 AB1125* NAD 83(1986)-  26 46 04.     (N)    097 50 02.     (W)     SCALED    
 AB1125* NAVD 88     -         8.771  (meters)      28.78   (feet)  ADJUSTED  
 AB1125  ___________________________________________________________________
 AB1125  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 AB1125  DYNAMIC HT  -           8.757 (meters)      28.73  (feet)  COMP
 AB1125  MODELED GRAV-     979,063.0   (mgal)                       NAVD 88
 AB1125
 AB1125  VERT ORDER  -  SECOND    CLASS 0
 AB1125
 AB1125.The horizontal coordinates were scaled from a topographic map and have
 AB1125.an estimated accuracy of +/- 6 seconds.
 AB1125
 AB1125.The orthometric height was determined by differential leveling
 AB1125.and adjusted by the National Geodetic Survey in June 1991..
 AB1125
 AB1125.The geoid height was determined by GEOID03.
 AB1125
 AB1125.The dynamic height is computed by dividing the NAVD 88
 AB1125.geopotential number by the normal gravity value computed on the
 AB1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1125.degrees latitude (g = 980.6199 gals.).
 AB1125
 AB1125.The modeled gravity was interpolated from observed gravity values.
 AB1125
 AB1125;                    North         East    Units  Estimated Accuracy
 AB1125;SPC TX S     - 5,122,170.      366,240.      MT  (+/- 180 meters Scaled)
 AB1125
 AB1125                          SUPERSEDED SURVEY CONTROL
 AB1125
 AB1125  NGVD 29 (??/??/92)    8.859  (m)           29.06   (f) ADJ UNCH    2 0
 AB1125
 AB1125.Superseded values are not recommended for survey control.
 AB1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1125.See file dsdata.txt to determine how the superseded data were derived.
 AB1125
 AB1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ159612(NAD 83)
 AB1125_MARKER: DB = BENCH MARK DISK
 AB1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1125_STAMPING: H 619 1942
 AB1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1125+STABILITY: SURFACE MOTION
 AB1125
 AB1125  HISTORY     - Date     Condition        Report By
 AB1125  HISTORY     - 1942     MONUMENTED       CGS
 AB1125
 AB1125                          STATION DESCRIPTION
 AB1125
 AB1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1125'4.0 MI W FROM NORRIAS.
 AB1125'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1125'PROCEED 4.0 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1125'MARK.  BENCH MARK IS AT THE NORTH EDGE OF A SMALL KNOLL IN THE KING
 AB1125'RANCH PASTURE, 15.0 FEET NORTH OF A LARGE MESQUITE TREE, 12.0 FEET
 AB1125'SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD AND 3.0
 AB1125'WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5
 AB1125'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1387 ***********************************************************************
 AY1387  DESIGNATION -  H 62
 AY1387  PID         -  AY1387
 AY1387  STATE/COUNTY-  TX/UVALDE
 AY1387  USGS QUAD   -  LAKE CREEK (1971)
 AY1387
 AY1387                         *CURRENT SURVEY CONTROL
 AY1387  ___________________________________________________________________
 AY1387* NAD 83(1986)-  29 34 01.     (N)    099 59 02.     (W)     SCALED    
 AY1387* NAVD 88     -       402.242  (meters)    1319.69   (feet)  POSTED    
 AY1387  ___________________________________________________________________
 AY1387  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AY1387  DYNAMIC HT  -         401.650 (meters)    1317.75  (feet)  COMP
 AY1387  MODELED GRAV-     979,153.3   (mgal)                       NAVD 88
 AY1387
 AY1387  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1387
 AY1387.The horizontal coordinates were scaled from a topographic map and have
 AY1387.an estimated accuracy of +/- 6 seconds.
 AY1387
 AY1387.The orthometric height was determined by differential leveling
 AY1387.and adjusted by the National Geodetic Survey in 1992..
 AY1387.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1387.rate of 0.0 thru 1.0 mm/km.
 AY1387
 AY1387.The geoid height was determined by GEOID03.
 AY1387
 AY1387.The dynamic height is computed by dividing the NAVD 88
 AY1387.geopotential number by the normal gravity value computed on the
 AY1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1387.degrees latitude (g = 980.6199 gals.).
 AY1387
 AY1387.The modeled gravity was interpolated from observed gravity values.
 AY1387
 AY1387;                    North         East    Units  Estimated Accuracy
 AY1387;SPC TXSC     - 4,192,530.      504,670.      MT  (+/- 180 meters Scaled)
 AY1387
 AY1387                          SUPERSEDED SURVEY CONTROL
 AY1387
 AY1387  NGVD 29 (??/??/92)  402.140  (m)         1319.35   (f) ADJ UNCH    2 0
 AY1387
 AY1387.Superseded values are not recommended for survey control.
 AY1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1387.See file dsdata.txt to determine how the superseded data were derived.
 AY1387
 AY1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT046712(NAD 83)
 AY1387_MARKER: DD = SURVEY DISK
 AY1387_SETTING: 66 = SET IN ROCK OUTCROP
 AY1387_SP_SET: OUTCROP
 AY1387_STAMPING: H 62 1923
 AY1387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1387+STABILITY: POSITION/ELEVATION WELL
 AY1387
 AY1387  HISTORY     - Date     Condition        Report By
 AY1387  HISTORY     - 1923     MONUMENTED       USGS
 AY1387  HISTORY     - 1940     GOOD             NGS
 AY1387
 AY1387                          STATION DESCRIPTION
 AY1387
 AY1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AY1387'7.4 MI SE FROM CAMP WOOD.
 AY1387'IN UVALDE COUNTY, 7.4 MILES SOUTHEAST ALONG THE UVALDE AND NORTHERN
 AY1387'RAILWAY FROM THE STATION AT CAMP WOOD, REAL COUNTY, 0.2 MILE NORTH OF
 AY1387'A RANCH HOUSE EAST OF THE TRACK, 975 FEET SOUTH OF A CATTLE GUARD, ON
 AY1387'THE WEST SLOPE OF A SMALL HILL, 90 FEET WEST OF THE CENTERLINE OF A
 AY1387'ROAD, 60 FEET EAST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A
 AY1387'ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 AY1387'STAMPED H 62 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6785 ***********************************************************************
 AW6785  DESIGNATION -  H 62 TX
 AW6785  PID         -  AW6785
 AW6785  STATE/COUNTY-  TX/GALVESTON
 AW6785  USGS QUAD   -  SEA ISLE (1974)
 AW6785
 AW6785                         *CURRENT SURVEY CONTROL
 AW6785  ___________________________________________________________________
 AW6785* NAD 83(1993)-  29 07 55.74788(N)    095 03 09.78357(W)     ADJUSTED  
 AW6785* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 AW6785  ___________________________________________________________________
 AW6785  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW6785  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AW6785
 AW6785  HORZ ORDER  -  THIRD
 AW6785
 AW6785.The horizontal coordinates were established by classical geodetic methods
 AW6785.and adjusted by the National Geodetic Survey in February 1996..
 AW6785
 AW6785.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6785
 AW6785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6785
 AW6785.The geoid height was determined by GEOID03.
 AW6785
 AW6785;                    North         East     Units Scale Factor Converg.
 AW6785;SPC TXSC     - 4,150,424.756   984,005.583   MT  0.99986946   +1 56 01.8
 AW6785;SPC TXSC     -13,616,851.89  3,228,358.32   sFT  0.99986946   +1 56 01.8
 AW6785;UTM  15      - 3,224,369.105   300,297.641   MT  1.00009215   -0 59 58.7
 AW6785
 AW6785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6785!SPC TXSC     -   1.00000371  x   0.99986946  =   0.99987317
 AW6785!UTM  15      -   1.00000371  x   1.00009215  =   1.00009586
 AW6785
 AW6785:                Primary Azimuth Mark                     Grid Az
 AW6785:SPC TXSC     -  WEST BEACH                               041 36 39.8
 AW6785:UTM  15      -  WEST BEACH                               044 32 40.3
 AW6785
 AW6785|---------------------------------------------------------------------|
 AW6785| PID    Reference Object                     Distance      Geod. Az  |
 AW6785|                                                           dddmmss.s |
 AW6785| AW6784 WEST BEACH                          406.515 METERS 0433241.6 |
 AW6785|---------------------------------------------------------------------|
 AW6785
 AW6785                          SUPERSEDED SURVEY CONTROL
 AW6785
 AW6785  NAD 83(1986)-  29 07 55.75939(N)    095 03 09.76474(W) AD(       ) 3
 AW6785  NAD 27      -  29 07 54.89195(N)    095 03 09.02832(W) AD(       ) 3
 AW6785  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AW6785
 AW6785.Superseded values are not recommended for survey control.
 AW6785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6785.See file dsdata.txt to determine how the superseded data were derived.
 AW6785
 AW6785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0029824369(NAD 83)
 AW6785_MARKER: DD = SURVEY DISK
 AW6785_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6785_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6785_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6785+STABILITY: SURFACE MOTION
 AW6785
 AW6785  HISTORY     - Date     Condition        Report By
 AW6785  HISTORY     - 1979     MONUMENTED       NOS
 AW6785  HISTORY     - 1982     MARK NOT FOUND   NOS
 AW6785  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 AW6785
 AW6785                          STATION DESCRIPTION
 AW6785
 AW6785'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW6785'THE STATION IS LOCATED ON GALVESTON ISLAND 4.5 MILES
 AW6785'NORTHEAST OF THE SAN LUIS PASS BRIDGE.
 AW6785'
 AW6785'TO REACH FROM THE TOLL BOOTH AT THE NORTH END OF THE SAN LUIS
 AW6785'PASS BRIDGE, GO NORTHEAST ON FARM ROAD 3005 FOR 4.6 MILES
 AW6785'TO A SAND ROAD RIGHT.  TURN RIGHT ON THE CROSSOVER FOR 50 FEET
 AW6785'THEN RIGHT AGAIN ON A SHELL ROAD.  GO SOUTHWEST ON
 AW6785'THE SHELL ROAD FOR 0.1 MILE TO A DRIVEWAY LEFT, TURN LEFT
 AW6785'TO THE END OF DRIVEWAY AND THE STATION ON THE DUNE LINE
 AW6785'SOUTH OF THE SOUTH CORNER OF HOUSE NUMBER 22610.
 AW6785'
 AW6785'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 62 TX 1979---,
 AW6785'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD CEMENTED IN
 AW6785'THE GROUND AND PROJECTING 4 INCHES.  IT IS 66.6 FEET SOUTHWEST
 AW6785'OF THE MOST NORTHWESTERLY POST OF A BARRICADE ON THE BEACH,
 AW6785'66.2 FEET SOUTH OF THE EAST CORNER OF A GREEN HOUSE, 42.6 FET
 AW6785'SOUTH OF THE SOUTH CORNER OF THE GREEN HOUSE AND 4.6
 AW6785'FEET WEST OF A WITNESS POST WITH SIGN ATTACHED.
 AW6785'
 AW6785'HEIGHT OF LIGHT SHOWN WAS 1.40 METERS.
 AW6785
 AW6785                          STATION RECOVERY (1982)
 AW6785
 AW6785'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6785'STATION LOST TO BEACH EROSION.
 AW6785
 AW6785                          STATION RECOVERY (1994)
 AW6785
 AW6785'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0359 ***********************************************************************
 AJ0359  DESIGNATION -  H 621
 AJ0359  PID         -  AJ0359
 AJ0359  STATE/COUNTY-  TX/DUVAL
 AJ0359  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0359
 AJ0359                         *CURRENT SURVEY CONTROL
 AJ0359  ___________________________________________________________________
 AJ0359* NAD 83(1986)-  27 17 40.     (N)    098 16 21.     (W)     SCALED    
 AJ0359* NAVD 88     -        66.786  (meters)     219.11   (feet)  ADJUSTED  
 AJ0359  ___________________________________________________________________
 AJ0359  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 AJ0359  DYNAMIC HT  -          66.680 (meters)     218.77  (feet)  COMP
 AJ0359  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 AJ0359
 AJ0359  VERT ORDER  -  SECOND    CLASS 0
 AJ0359
 AJ0359.The horizontal coordinates were scaled from a topographic map and have
 AJ0359.an estimated accuracy of +/- 6 seconds.
 AJ0359
 AJ0359.The orthometric height was determined by differential leveling
 AJ0359.and adjusted by the National Geodetic Survey in June 1991..
 AJ0359
 AJ0359.The geoid height was determined by GEOID03.
 AJ0359
 AJ0359.The dynamic height is computed by dividing the NAVD 88
 AJ0359.geopotential number by the normal gravity value computed on the
 AJ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0359.degrees latitude (g = 980.6199 gals.).
 AJ0359
 AJ0359.The modeled gravity was interpolated from observed gravity values.
 AJ0359
 AJ0359;                    North         East    Units  Estimated Accuracy
 AJ0359;SPC TX S     - 5,180,370.      322,520.      MT  (+/- 180 meters Scaled)
 AJ0359
 AJ0359                          SUPERSEDED SURVEY CONTROL
 AJ0359
 AJ0359  NGVD 29 (??/??/92)   66.87   (m)          219.4    (f) COMPUTED    2 0
 AJ0359
 AJ0359.Superseded values are not recommended for survey control.
 AJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0359.See file dsdata.txt to determine how the superseded data were derived.
 AJ0359
 AJ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR719192(NAD 83)
 AJ0359_MARKER: DB = BENCH MARK DISK
 AJ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0359_STAMPING: H 621 1942
 AJ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0359+STABILITY: SURFACE MOTION
 AJ0359
 AJ0359  HISTORY     - Date     Condition        Report By
 AJ0359  HISTORY     - 1942     MONUMENTED       CGS
 AJ0359
 AJ0359                          STATION DESCRIPTION
 AJ0359
 AJ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0359'18.5 MI SW FROM PREMONT.
 AJ0359'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0359'PROCEED 0.5 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TO
 AJ0359'INTERSECTION OF TRACK ROAD LEADING WEST.  THENCE, GO 11.0 MILES
 AJ0359'WESTERLY ALONG THE TRACK ROAD TO INTERSECTION OF CROSSROAD.  THENCE,
 AJ0359'GO 7.0 MILES SOUTHERLY ALONG ROAD TOWARDS COPITA TO THE SITE OF BENCH
 AJ0359'MARK.  BENCH MARK IS AT INTERSECTION OF CROSSROAD, ABOUT 0.1 MILE
 AJ0359'SOUTH OF A FARM HOUSE, 30.0 FEET NORTH OF THE CENTERLINE OF THE
 AJ0359'EAST-WEST ROAD AND 30.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 AJ0359'ROAD.  IT IS 5.0 FEET NORTH OF A FENCE CORNER, 1.0 FOOT EAST OF FENCE
 AJ0359'AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT
 AJ0359'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0380 ***********************************************************************
 AJ0380  DESIGNATION -  H 622
 AJ0380  PID         -  AJ0380
 AJ0380  STATE/COUNTY-  TX/DUVAL
 AJ0380  USGS QUAD   -  RAMIREZ (1969)
 AJ0380
 AJ0380                         *CURRENT SURVEY CONTROL
 AJ0380  ___________________________________________________________________
 AJ0380* NAD 83(1986)-  27 19 58.     (N)    098 24 21.     (W)     SCALED    
 AJ0380* NAVD 88     -       104.293  (meters)     342.17   (feet)  ADJUSTED  
 AJ0380  ___________________________________________________________________
 AJ0380  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AJ0380  DYNAMIC HT  -         104.128 (meters)     341.63  (feet)  COMP
 AJ0380  MODELED GRAV-     979,063.6   (mgal)                       NAVD 88
 AJ0380
 AJ0380  VERT ORDER  -  SECOND    CLASS 0
 AJ0380
 AJ0380.The horizontal coordinates were scaled from a topographic map and have
 AJ0380.an estimated accuracy of +/- 6 seconds.
 AJ0380
 AJ0380.The orthometric height was determined by differential leveling
 AJ0380.and adjusted by the National Geodetic Survey in June 1991..
 AJ0380
 AJ0380.The geoid height was determined by GEOID03.
 AJ0380
 AJ0380.The dynamic height is computed by dividing the NAVD 88
 AJ0380.geopotential number by the normal gravity value computed on the
 AJ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0380.degrees latitude (g = 980.6199 gals.).
 AJ0380
 AJ0380.The modeled gravity was interpolated from observed gravity values.
 AJ0380
 AJ0380;                    North         East    Units  Estimated Accuracy
 AJ0380;SPC TX S     - 5,184,600.      309,320.      MT  (+/- 180 meters Scaled)
 AJ0380
 AJ0380                          SUPERSEDED SURVEY CONTROL
 AJ0380
 AJ0380  NGVD 29 (??/??/92)  104.40   (m)          342.5    (f) COMPUTED    2 0
 AJ0380
 AJ0380.Superseded values are not recommended for survey control.
 AJ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0380.See file dsdata.txt to determine how the superseded data were derived.
 AJ0380
 AJ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR587234(NAD 83)
 AJ0380_MARKER: DB = BENCH MARK DISK
 AJ0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0380_STAMPING: H 622 1942
 AJ0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0380+STABILITY: SURFACE MOTION
 AJ0380
 AJ0380  HISTORY     - Date     Condition        Report By
 AJ0380  HISTORY     - 1942     MONUMENTED       CGS
 AJ0380  HISTORY     - 1969     GOOD             USGS
 AJ0380
 AJ0380                          STATION DESCRIPTION
 AJ0380
 AJ0380'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AJ0380'1.0 MI SE FROM RAMIREZ.
 AJ0380'FROM THE SCHOOL HOUSE AT RAMIREZ, SOUTH ALONG A DIRT ROAD A DISTANCE
 AJ0380'OF 0.4 MILE TO A T INTERSECTION, TURN LEFT, (EAST) AND CONTINUE FOR A
 AJ0380'DISTANCE OF 0.3 MILE TO A RIGHT ANGLE TURN HEADING SOUTH, CONTINUE ON
 AJ0380'MAIN ROAD FOR A DISTANCE OF 0.5 MILE TO MARK.  MARK IS 24 FEET EAST OF
 AJ0380'CENTERLINE OF DIRT ORAD, 425 FEET SOUTH OF A DIRT LANE HEADING WEST,
 AJ0380'AND 2.3 FEET SOUTH OF METAL WITNESS POST.  STANDARD DISK SET IN A
 AJ0380'CONCRETE POST, AND STAMPED H 622 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0169 ***********************************************************************
 AJ0169  DESIGNATION -  H 624
 AJ0169  PID         -  AJ0169
 AJ0169  STATE/COUNTY-  TX/JIM WELLS
 AJ0169  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0169
 AJ0169                         *CURRENT SURVEY CONTROL
 AJ0169  ___________________________________________________________________
 AJ0169* NAD 83(1986)-  27 40 56.     (N)    098 07 51.     (W)     SCALED    
 AJ0169* NAVD 88     -        68.244  (meters)     223.90   (feet)  ADJUSTED  
 AJ0169  ___________________________________________________________________
 AJ0169  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AJ0169  DYNAMIC HT  -          68.137 (meters)     223.55  (feet)  COMP
 AJ0169  MODELED GRAV-     979,091.7   (mgal)                       NAVD 88
 AJ0169
 AJ0169  VERT ORDER  -  SECOND    CLASS 0
 AJ0169
 AJ0169.The horizontal coordinates were scaled from a topographic map and have
 AJ0169.an estimated accuracy of +/- 6 seconds.
 AJ0169
 AJ0169.The orthometric height was determined by differential leveling
 AJ0169.and adjusted by the National Geodetic Survey in June 1991..
 AJ0169
 AJ0169.The geoid height was determined by GEOID03.
 AJ0169
 AJ0169.The dynamic height is computed by dividing the NAVD 88
 AJ0169.geopotential number by the normal gravity value computed on the
 AJ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0169.degrees latitude (g = 980.6199 gals.).
 AJ0169
 AJ0169.The modeled gravity was interpolated from observed gravity values.
 AJ0169
 AJ0169;                    North         East    Units  Estimated Accuracy
 AJ0169;SPC TX S     - 5,223,370.      336,420.      MT  (+/- 180 meters Scaled)
 AJ0169
 AJ0169                          SUPERSEDED SURVEY CONTROL
 AJ0169
 AJ0169  NGVD 29 (??/??/92)   68.33   (m)          224.2    (f) COMPUTED    2 0
 AJ0169
 AJ0169.Superseded values are not recommended for survey control.
 AJ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0169.See file dsdata.txt to determine how the superseded data were derived.
 AJ0169
 AJ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR857623(NAD 83)
 AJ0169_MARKER: DB = BENCH MARK DISK
 AJ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0169_STAMPING: H 624 1942
 AJ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0169+STABILITY: SURFACE MOTION
 AJ0169
 AJ0169  HISTORY     - Date     Condition        Report By
 AJ0169  HISTORY     - 1942     MONUMENTED       CGS
 AJ0169  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0169
 AJ0169                          STATION DESCRIPTION
 AJ0169
 AJ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0169'5.7 MI NW FROM BEN BOLT.
 AJ0169'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT BEN BOLT--
 AJ0169'PROCEED 3.4 MILES WESTERLY ALONG THE ROAD TO INTERSECTION OF ROAD
 AJ0169'LEADING NORTH.  THENCE, GO 2.3 MILES NORTHERLY ALONG ROAD TO THE SITE
 AJ0169'OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE SOUTH OF SHARP CURVE,
 AJ0169'ABOUT 0.2 MILE NORTH OF A FARM HOUSE AND 21.0 FEET WEST OF THE
 AJ0169'CENTERLINE OF THE ROAD.  IT IS 3.0 FEET NORTH OF A 4X4-INCH WOODEN
 AJ0169'MARKER POST AND 2.0 FEET WEST OF FENCE.  THE MONUMENT PROJECTS 0.6
 AJ0169'FOOT.
 AJ0169
 AJ0169                          STATION RECOVERY (1963)
 AJ0169
 AJ0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0247 ***********************************************************************
 AJ0247  DESIGNATION -  H 626
 AJ0247  PID         -  AJ0247
 AJ0247  STATE/COUNTY-  TX/JIM WELLS
 AJ0247  USGS QUAD   -  PREMONT EAST (1963)
 AJ0247
 AJ0247                         *CURRENT SURVEY CONTROL
 AJ0247  ___________________________________________________________________
 AJ0247* NAD 83(1986)-  27 20 56.     (N)    098 07 28.     (W)     SCALED    
 AJ0247* NAVD 88     -        46.713  (meters)     153.26   (feet)  ADJUSTED  
 AJ0247  ___________________________________________________________________
 AJ0247  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AJ0247  DYNAMIC HT  -          46.640 (meters)     153.02  (feet)  COMP
 AJ0247  MODELED GRAV-     979,074.0   (mgal)                       NAVD 88
 AJ0247
 AJ0247  VERT ORDER  -  SECOND    CLASS 0
 AJ0247
 AJ0247.The horizontal coordinates were scaled from a topographic map and have
 AJ0247.an estimated accuracy of +/- 6 seconds.
 AJ0247
 AJ0247.The orthometric height was determined by differential leveling
 AJ0247.and adjusted by the National Geodetic Survey in June 1991..
 AJ0247
 AJ0247.The geoid height was determined by GEOID03.
 AJ0247
 AJ0247.The dynamic height is computed by dividing the NAVD 88
 AJ0247.geopotential number by the normal gravity value computed on the
 AJ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0247.degrees latitude (g = 980.6199 gals.).
 AJ0247
 AJ0247.The modeled gravity was interpolated from observed gravity values.
 AJ0247
 AJ0247;                    North         East    Units  Estimated Accuracy
 AJ0247;SPC TX S     - 5,186,430.      337,160.      MT  (+/- 180 meters Scaled)
 AJ0247
 AJ0247                          SUPERSEDED SURVEY CONTROL
 AJ0247
 AJ0247  NGVD 29 (??/??/92)   46.818  (m)          153.60   (f) ADJ UNCH    2 0
 AJ0247
 AJ0247.Superseded values are not recommended for survey control.
 AJ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0247.See file dsdata.txt to determine how the superseded data were derived.
 AJ0247
 AJ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR866253(NAD 83)
 AJ0247_MARKER: DB = BENCH MARK DISK
 AJ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0247_STAMPING: H 626 1942
 AJ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0247+STABILITY: SURFACE MOTION
 AJ0247
 AJ0247  HISTORY     - Date     Condition        Report By
 AJ0247  HISTORY     - 1942     MONUMENTED       CGS
 AJ0247
 AJ0247                          STATION DESCRIPTION
 AJ0247
 AJ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0247'0.7 MI S FROM PREMONT.
 AJ0247'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0247'PROCEED 0.7 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE SITE
 AJ0247'OF THE BENCH MARK.  BENCH MARK IS ABOUT 600.0 FEET SOUTH OF A CONCRETE
 AJ0247'CULVERT, 72.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AJ0247'THE STATE HIGHWAY NO. 281.  IT IS 3.0 FEET NORTH OF A 4X4-INCH WOODEN
 AJ0247'MARKER POST AND 1.0 FOOT EAST OF HIGHWAY RIGHT-OF-WAY FENCE. THE
 AJ0247'MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0103 ***********************************************************************
 AE0103  DESIGNATION -  H 629
 AE0103  PID         -  AE0103
 AE0103  STATE/COUNTY-  TX/BROOKS
 AE0103  USGS QUAD   -  SANTA ELENA SE (1993)
 AE0103
 AE0103                         *CURRENT SURVEY CONTROL
 AE0103  ___________________________________________________________________
 AE0103* NAD 83(1986)-  26 49 01.     (N)    098 21 06.     (W)     SCALED    
 AE0103* NAVD 88     -        66.682  (meters)     218.77   (feet)  ADJUSTED  
 AE0103  ___________________________________________________________________
 AE0103  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AE0103  DYNAMIC HT  -          66.574 (meters)     218.42  (feet)  COMP
 AE0103  MODELED GRAV-     979,028.5   (mgal)                       NAVD 88
 AE0103
 AE0103  VERT ORDER  -  SECOND    CLASS 0
 AE0103
 AE0103.The horizontal coordinates were scaled from a topographic map and have
 AE0103.an estimated accuracy of +/- 6 seconds.
 AE0103
 AE0103.The orthometric height was determined by differential leveling
 AE0103.and adjusted by the National Geodetic Survey in June 1991..
 AE0103
 AE0103.The geoid height was determined by GEOID03.
 AE0103
 AE0103.The dynamic height is computed by dividing the NAVD 88
 AE0103.geopotential number by the normal gravity value computed on the
 AE0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0103.degrees latitude (g = 980.6199 gals.).
 AE0103
 AE0103.The modeled gravity was interpolated from observed gravity values.
 AE0103
 AE0103;                    North         East    Units  Estimated Accuracy
 AE0103;SPC TX S     - 5,127,450.      314,750.      MT  (+/- 180 meters Scaled)
 AE0103
 AE0103                          SUPERSEDED SURVEY CONTROL
 AE0103
 AE0103  NGVD 29 (??/??/92)   66.751  (m)          219.00   (f) ADJ UNCH    2 0
 AE0103
 AE0103.Superseded values are not recommended for survey control.
 AE0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0103.See file dsdata.txt to determine how the superseded data were derived.
 AE0103
 AE0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ644663(NAD 83)
 AE0103_MARKER: DB = BENCH MARK DISK
 AE0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0103_STAMPING: H 629 1942
 AE0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0103+STABILITY: SURFACE MOTION
 AE0103
 AE0103  HISTORY     - Date     Condition        Report By
 AE0103  HISTORY     - 1942     MONUMENTED       CGS
 AE0103  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0103
 AE0103                          STATION DESCRIPTION
 AE0103
 AE0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0103'10.8 MI NE FROM SANTA ELENA.
 AE0103'TO REACH FROM THE SITE OF POST OFFICE AT SANTA ELENA-- PROCEED 2.5
 AE0103'MILES NORTHERLY ALONG ROAD TOWARDS ALTAVISTA TO THE INTERSECTION OF
 AE0103'ROAD LEADING EAST.  THENCE, GO 8.3 MILES EASTERLY ALONG ROAD TO THE
 AE0103'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 150.0 FEET EAST OF A
 AE0103'SMALL KNOLL, 33.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 AE0103'CENTERLINE OF THE ROAD.  IT IS 33.0 FEET SOUTHWEST OF A LONE MESQUITE
 AE0103'TREE AND 3.0 FEET EAST OF A WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AE0103'0.3 FOOT.
 AE0103
 AE0103                          STATION RECOVERY (1972)
 AE0103
 AE0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6788 ***********************************************************************
 AW6788  DESIGNATION -  H 63 TX
 AW6788  PID         -  AW6788
 AW6788  STATE/COUNTY-  TX/GALVESTON
 AW6788  USGS QUAD   -  SAN LUIS PASS (1974)
 AW6788
 AW6788                         *CURRENT SURVEY CONTROL
 AW6788  ___________________________________________________________________
 AW6788* NAD 83(1993)-  29 07 17.92831(N)    095 04 06.26761(W)     ADJUSTED  
 AW6788* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 AW6788  ___________________________________________________________________
 AW6788  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW6788  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AW6788
 AW6788  HORZ ORDER  -  THIRD
 AW6788
 AW6788.The horizontal coordinates were established by classical geodetic methods
 AW6788.and adjusted by the National Geodetic Survey in February 1996..
 AW6788
 AW6788.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6788
 AW6788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6788
 AW6788.The geoid height was determined by GEOID03.
 AW6788
 AW6788;                    North         East     Units Scale Factor Converg.
 AW6788;SPC TXSC     - 4,149,209.750   982,518.911   MT  0.99987013   +1 55 34.1
 AW6788;SPC TXSC     -13,612,865.65  3,223,480.79   sFT  0.99987013   +1 55 34.1
 AW6788;UTM  15      - 3,223,231.511   298,750.391   MT  1.00009980   -1 00 25.1
 AW6788
 AW6788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6788!SPC TXSC     -   1.00000371  x   0.99987013  =   0.99987384
 AW6788!UTM  15      -   1.00000371  x   1.00009980  =   1.00010351
 AW6788
 AW6788:                Primary Azimuth Mark                     Grid Az
 AW6788:SPC TXSC     -  H 62 TX                                  050 44 31.5
 AW6788:UTM  15      -  H 62 TX                                  053 40 30.7
 AW6788
 AW6788|---------------------------------------------------------------------|
 AW6788| PID    Reference Object                     Distance      Geod. Az  |
 AW6788|                                                           dddmmss.s |
 AW6788| AW6785 H 62 TX                             APPROX. 1.9 KM 0524005.6 |
 AW6788|---------------------------------------------------------------------|
 AW6788
 AW6788                          SUPERSEDED SURVEY CONTROL
 AW6788
 AW6788  NAD 83(1986)-  29 07 17.93944(N)    095 04 06.24861(W) AD(       ) 3
 AW6788  NAD 27      -  29 07 17.07163(N)    095 04 05.51140(W) AD(       ) 3
 AW6788  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AW6788
 AW6788.Superseded values are not recommended for survey control.
 AW6788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6788.See file dsdata.txt to determine how the superseded data were derived.
 AW6788
 AW6788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9875023232(NAD 83)
 AW6788_MARKER: DD = SURVEY DISK
 AW6788_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6788_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6788_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6788+STABILITY: SURFACE MOTION
 AW6788
 AW6788  HISTORY     - Date     Condition        Report By
 AW6788  HISTORY     - 1979     MONUMENTED       NOS
 AW6788  HISTORY     - 1982     MARK NOT FOUND   NOS
 AW6788  HISTORY     - 19990604 MARK NOT FOUND   USPSQD
 AW6788  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 AW6788  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW6788
 AW6788                          STATION DESCRIPTION
 AW6788
 AW6788'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW6788'THE STATION IS LOCATED ON GALVESTON ISLAND 3.3 MILES
 AW6788'NORTHEAST OF THE SAN LUIS PASS BRIDGE.
 AW6788'
 AW6788'TO REACH FROM THE TOLL BOOTH AT THE NORTH END OF THE SAN LUIS PASS
 AW6788'BRIDGE, GO NORTHEAST ON FARM ROAD 3005 FOR 3.3 MILES
 AW6788'TO A SAND ROAD RIGHT, JUST SOUTHWEST OF A BLUE AND GREY
 AW6788'HOUSE WITH SIGN, SEAGULL.  TURN RIGHT ON THE SAND ROAD AND GO
 AW6788'SOUTHEAST FOR 0.05 MILE TO THE END OF ROAD AND THE STATION
 AW6788'ON THE DUNE LINE TO THE RIGHT.
 AW6788'
 AW6788'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 63 TX 1979---,
 AW6788'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD CEMENTED IN
 AW6788'THE GROUND AND PROJECTING 4 INCHES.  IT IS 188.4 FEET SOUTHEAST
 AW6788'OF THE EAST CORNER OF A WHITE HOUSE, 63.3 FEET SOUTH OF THE
 AW6788'SOUTH CORNER OF A FENCE AROUND THE SEAGULL HOUSE AND 4.8
 AW6788'FEET EAST OF A WITNESS POST WITH SIGN ATTACHED.
 AW6788'
 AW6788'HEIGHT OF LIGHT SHOWN WAS 1.30 METERS.
 AW6788
 AW6788                          STATION RECOVERY (1982)
 AW6788
 AW6788'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6788'STATION LOST TO BEACH EROSION.
 AW6788
 AW6788                          STATION RECOVERY (1999)
 AW6788
 AW6788'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6788'MARK NOT FOUND.
 AW6788
 AW6788                          STATION RECOVERY (2003)
 AW6788
 AW6788'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6788'MARK NOT FOUND.
 AW6788
 AW6788                          STATION RECOVERY (2004)
 AW6788
 AW6788'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0056 ***********************************************************************
 AE0056  DESIGNATION -  H 630
 AE0056  PID         -  AE0056
 AE0056  STATE/COUNTY-  TX/HIDALGO
 AE0056  USGS QUAD   -  LA REFORMA (1993)
 AE0056
 AE0056                         *CURRENT SURVEY CONTROL
 AE0056  ___________________________________________________________________
 AE0056* NAD 83(1986)-  26 37 31.     (N)    098 19 58.     (W)     SCALED    
 AE0056* NAVD 88     -        63.610  (meters)     208.69   (feet)  ADJUSTED  
 AE0056  ___________________________________________________________________
 AE0056  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AE0056  DYNAMIC HT  -          63.506 (meters)     208.35  (feet)  COMP
 AE0056  MODELED GRAV-     979,020.6   (mgal)                       NAVD 88
 AE0056
 AE0056  VERT ORDER  -  SECOND    CLASS 0
 AE0056
 AE0056.The horizontal coordinates were scaled from a topographic map and have
 AE0056.an estimated accuracy of +/- 6 seconds.
 AE0056
 AE0056.The orthometric height was determined by differential leveling
 AE0056.and adjusted by the National Geodetic Survey in June 1991..
 AE0056
 AE0056.The geoid height was determined by GEOID03.
 AE0056
 AE0056.The dynamic height is computed by dividing the NAVD 88
 AE0056.geopotential number by the normal gravity value computed on the
 AE0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0056.degrees latitude (g = 980.6199 gals.).
 AE0056
 AE0056.The modeled gravity was interpolated from observed gravity values.
 AE0056
 AE0056;                    North         East    Units  Estimated Accuracy
 AE0056;SPC TX S     - 5,106,220.      316,650.      MT  (+/- 180 meters Scaled)
 AE0056
 AE0056                          SUPERSEDED SURVEY CONTROL
 AE0056
 AE0056  NGVD 29 (??/??/92)   63.698  (m)          208.98   (f) ADJ UNCH    2 0
 AE0056
 AE0056.Superseded values are not recommended for survey control.
 AE0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0056.See file dsdata.txt to determine how the superseded data were derived.
 AE0056
 AE0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ664451(NAD 83)
 AE0056_MARKER: DB = BENCH MARK DISK
 AE0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0056_STAMPING: H 630 1942
 AE0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0056+STABILITY: SURFACE MOTION
 AE0056
 AE0056  HISTORY     - Date     Condition        Report By
 AE0056  HISTORY     - 1942     MONUMENTED       CGS
 AE0056
 AE0056                          STATION DESCRIPTION
 AE0056
 AE0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0056'13.5 MI E FROM SANTA ELENA.
 AE0056'TO REACH FROM THE POST OFFICE AT SANTA ELENA-- PROCEED 13.5 MILES
 AE0056'EASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AE0056'IS AT THE SAM LANE CONSOLIDATED SCHOOL HOUSE, 60.0 FEET NORTH OF THE
 AE0056'NORTHWEST CORNER OF SCHOOL HOUSE AND 36.0 FEET SOUTH OF AND ABOUT THE
 AE0056'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 13.0 FEET WEST OF
 AE0056'A GATE POST, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0
 AE0056'FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0447 ***********************************************************************
 AH0447  DESIGNATION -  H 632
 AH0447  PID         -  AH0447
 AH0447  STATE/COUNTY-  TX/NUECES
 AH0447  USGS QUAD   -  PITA ISLAND (1975)
 AH0447
 AH0447                         *CURRENT SURVEY CONTROL
 AH0447  ___________________________________________________________________
 AH0447* NAD 83(1986)-  27 34 37.     (N)    097 20 06.     (W)     SCALED    
 AH0447* NAVD 88     -         6.939  (meters)      22.77   (feet)  ADJUSTED  
 AH0447  ___________________________________________________________________
 AH0447  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AH0447  DYNAMIC HT  -           6.929 (meters)      22.73  (feet)  COMP
 AH0447  MODELED GRAV-     979,121.6   (mgal)                       NAVD 88
 AH0447
 AH0447  VERT ORDER  -  SECOND    CLASS 0
 AH0447
 AH0447.The horizontal coordinates were scaled from a topographic map and have
 AH0447.an estimated accuracy of +/- 6 seconds.
 AH0447
 AH0447.The orthometric height was determined by differential leveling
 AH0447.and adjusted by the National Geodetic Survey in June 1991..
 AH0447
 AH0447.The geoid height was determined by GEOID03.
 AH0447
 AH0447.The dynamic height is computed by dividing the NAVD 88
 AH0447.geopotential number by the normal gravity value computed on the
 AH0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0447.degrees latitude (g = 980.6199 gals.).
 AH0447
 AH0447.The modeled gravity was interpolated from observed gravity values.
 AH0447
 AH0447;                    North         East    Units  Estimated Accuracy
 AH0447;SPC TX S     - 5,212,180.      415,030.      MT  (+/- 180 meters Scaled)
 AH0447
 AH0447                          SUPERSEDED SURVEY CONTROL
 AH0447
 AH0447  NGVD 29 (??/??/92)    7.083  (m)           23.24   (f) ADJ UNCH    2 0
 AH0447
 AH0447.Superseded values are not recommended for survey control.
 AH0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0447.See file dsdata.txt to determine how the superseded data were derived.
 AH0447
 AH0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR643514(NAD 83)
 AH0447_MARKER: DB = BENCH MARK DISK
 AH0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0447_STAMPING: H 632 1942
 AH0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0447+STABILITY: SURFACE MOTION
 AH0447
 AH0447  HISTORY     - Date     Condition        Report By
 AH0447  HISTORY     - 1942     MONUMENTED       CGS
 AH0447  HISTORY     - 1949     GOOD             NGS
 AH0447  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0447  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0447  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0447
 AH0447                          STATION DESCRIPTION
 AH0447
 AH0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0447'7.7 MI E FROM CHAPMAN RANCH.
 AH0447'7.7 MILES EAST ALONG CHAPMAN RANCH ROAD FROM CHAPMAN RANCH
 AH0447'HEADQUARTERS, NUECES COUNTY, 0.6 MILE EAST OF VINA WINDMILL, ON THE
 AH0447'LAURELES DIVISION OF THE KING RANCH, 725 FEET SOUTH OF THE CENTER LINE
 AH0447'OF THE SHELL ROAD, 24 FEET SOUTH OF A DIM TRAIL, AND 3 FEET WEST OF A
 AH0447'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 632 1942 AND
 AH0447'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING 0.5 FOOT
 AH0447'ABOVE GROUND.
 AH0447
 AH0447                          STATION RECOVERY (1969)
 AH0447
 AH0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0447'MARK NOT FOUND.
 AH0447
 AH0447                          STATION RECOVERY (1991)
 AH0447
 AH0447'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0447'MARK NOT FOUND.
 AH0447
 AH0447                          STATION RECOVERY (2001)
 AH0447
 AH0447'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0384 ***********************************************************************
 AH0384  DESIGNATION -  H 633
 AH0384  PID         -  AH0384
 AH0384  STATE/COUNTY-  TX/NUECES
 AH0384  USGS QUAD   -  OSO CREEK NW (1975)
 AH0384
 AH0384                         *CURRENT SURVEY CONTROL
 AH0384  ___________________________________________________________________
 AH0384* NAD 83(1986)-  27 41 18.     (N)    097 28 39.     (W)     SCALED    
 AH0384* NAVD 88     -        10.488  (meters)      34.41   (feet)  ADJUSTED  
 AH0384  ___________________________________________________________________
 AH0384  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH0384  DYNAMIC HT  -          10.472 (meters)      34.36  (feet)  COMP
 AH0384  MODELED GRAV-     979,121.5   (mgal)                       NAVD 88
 AH0384
 AH0384  VERT ORDER  -  SECOND    CLASS 0
 AH0384
 AH0384.The horizontal coordinates were scaled from a topographic map and have
 AH0384.an estimated accuracy of +/- 6 seconds.
 AH0384
 AH0384.The orthometric height was determined by differential leveling
 AH0384.and adjusted by the National Geodetic Survey in June 1991..
 AH0384
 AH0384.The geoid height was determined by GEOID03.
 AH0384
 AH0384.The dynamic height is computed by dividing the NAVD 88
 AH0384.geopotential number by the normal gravity value computed on the
 AH0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0384.degrees latitude (g = 980.6199 gals.).
 AH0384
 AH0384.The modeled gravity was interpolated from observed gravity values.
 AH0384
 AH0384;                    North         East    Units  Estimated Accuracy
 AH0384;SPC TX S     - 5,224,400.      400,860.      MT  (+/- 180 meters Scaled)
 AH0384
 AH0384                          SUPERSEDED SURVEY CONTROL
 AH0384
 AH0384  NGVD 29 (??/??/92)   10.651  (m)           34.94   (f) ADJ UNCH    2 0
 AH0384
 AH0384.Superseded values are not recommended for survey control.
 AH0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0384.See file dsdata.txt to determine how the superseded data were derived.
 AH0384
 AH0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR501636(NAD 83)
 AH0384_MARKER: DB = BENCH MARK DISK
 AH0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0384_STAMPING: H 633 1942
 AH0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0384+STABILITY: SURFACE MOTION
 AH0384
 AH0384  HISTORY     - Date     Condition        Report By
 AH0384  HISTORY     - 1942     MONUMENTED       CGS
 AH0384  HISTORY     - 1961     MARK NOT FOUND   USGS
 AH0384  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0384  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0384
 AH0384                          STATION DESCRIPTION
 AH0384
 AH0384'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH0384'10.6 MI NE FROM PETRONILLA.
 AH0384'1.0 MILE NORTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT PETRONILLA,
 AH0384'NUECES COUNTY, THENCE 9.6 MILES EAST ALONG A PAVED ROAD. 1.4 MILES
 AH0384'WEST OF A SERVICE STATION AT THE INTERSECTION OF STATE HIGHWAY 286, AT
 AH0384'A ROAD INTERSECTION ,AT LONDON SCHOOL, IN THE SOUTHEAST CORNER OF THE
 AH0384'SCHOOLYARD, 150 FEET EAST OF THE BUILDING, 49 FEET NORTH OF AND ABOUT
 AH0384'LEVEL WITH THE CENTER LINE OF THE MAIN ROAD, AND 33 FEET WEST OF THE
 AH0384'CENTER LINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED H
 AH0384'633 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 AH0384'ABOVE GROUND.  NOTE-- USGS REPORT-- MARK MAY HAVE BEEN DESTROYED
 AH0384'DURING CONSTRUCTION OF NEW BUILDING.
 AH0384
 AH0384                          STATION RECOVERY (1997)
 AH0384
 AH0384'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0384'MARK NOT FOUND.
 AH0384
 AH0384                          STATION RECOVERY (2001)
 AH0384
 AH0384'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0554 ***********************************************************************
 AH0554  DESIGNATION -  H 634
 AH0554  PID         -  AH0554
 AH0554  STATE/COUNTY-  TX/KLEBERG
 AH0554  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH0554
 AH0554                         *CURRENT SURVEY CONTROL
 AH0554  ___________________________________________________________________
 AH0554* NAD 83(1986)-  27 28 19.     (N)    097 42 23.     (W)     SCALED    
 AH0554* NAVD 88     -        13.274  (meters)      43.55   (feet)  ADJUSTED  
 AH0554  ___________________________________________________________________
 AH0554  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AH0554  DYNAMIC HT  -          13.254 (meters)      43.48  (feet)  COMP
 AH0554  MODELED GRAV-     979,104.5   (mgal)                       NAVD 88
 AH0554
 AH0554  VERT ORDER  -  SECOND    CLASS 0
 AH0554
 AH0554.The horizontal coordinates were scaled from a topographic map and have
 AH0554.an estimated accuracy of +/- 6 seconds.
 AH0554
 AH0554.The orthometric height was determined by differential leveling
 AH0554.and adjusted by the National Geodetic Survey in June 1991..
 AH0554
 AH0554.The geoid height was determined by GEOID03.
 AH0554
 AH0554.The dynamic height is computed by dividing the NAVD 88
 AH0554.geopotential number by the normal gravity value computed on the
 AH0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0554.degrees latitude (g = 980.6199 gals.).
 AH0554
 AH0554.The modeled gravity was interpolated from observed gravity values.
 AH0554
 AH0554;                    North         East    Units  Estimated Accuracy
 AH0554;SPC TX S     - 5,200,260.      378,430.      MT  (+/- 180 meters Scaled)
 AH0554
 AH0554                          SUPERSEDED SURVEY CONTROL
 AH0554
 AH0554  NGVD 29 (??/??/92)   13.392  (m)           43.94   (f) ADJ UNCH    2 0
 AH0554
 AH0554.Superseded values are not recommended for survey control.
 AH0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0554.See file dsdata.txt to determine how the superseded data were derived.
 AH0554
 AH0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR278393(NAD 83)
 AH0554_MARKER: DB = BENCH MARK DISK
 AH0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0554_STAMPING: H 634 1942
 AH0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0554+STABILITY: SURFACE MOTION
 AH0554
 AH0554  HISTORY     - Date     Condition        Report By
 AH0554  HISTORY     - 1942     MONUMENTED       CGS
 AH0554  HISTORY     - 1949     GOOD             NGS
 AH0554
 AH0554                          STATION DESCRIPTION
 AH0554
 AH0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0554'11.3 MI SE FROM KINGSVILLE.
 AH0554'TO REACH FROM THE HOSPITAL AT KINGSVILLE.  PROCEED 4.8 MILES EASTERLY
 AH0554'ALONG PAVED ROAD TO INTERSECTION OF A TRACK ROAD, TURN RIGHT ON TRACK
 AH0554'ROAD AND PROCEED 6.5 MILES SOUTHEASTERLY ALONG THE ROAD TO JABONCILLES
 AH0554'RANCH TO A GATE IN NORTHEAST-SOUTHWEST FENCE AND SITE OF BENCH MARK.
 AH0554'BENCH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE EL TELEPHONE RANCH
 AH0554'HOUSE, 42.0 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AT THE GATE,
 AH0554'3.0 FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST, AND 1.0 FOOT
 AH0554'SOUTHEAST OF THE FENCE.  MONUMENT PROJECTS 0.5 FOOT.
 AH0554
 AH0554                          STATION RECOVERY (1949)
 AH0554
 AH0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0585 ***********************************************************************
 AH0585  DESIGNATION -  H 635 RESET 1947
 AH0585  PID         -  AH0585
 AH0585  STATE/COUNTY-  TX/KLEBERG
 AH0585  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0585
 AH0585                         *CURRENT SURVEY CONTROL
 AH0585  ___________________________________________________________________
 AH0585* NAD 83(1986)-  27 17 29.     (N)    097 41 07.     (W)     SCALED    
 AH0585* NAVD 88     -         2.84   (meters)       9.3    (feet)  RESET     
 AH0585  ___________________________________________________________________
 AH0585  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH0585
 AH0585  VERT ORDER  -  THIRD
 AH0585
 AH0585.The horizontal coordinates were scaled from a topographic map and have
 AH0585.an estimated accuracy of +/- 6 seconds.
 AH0585
 AH0585.The orthometric height was computed from unverified reset data.
 AH0585
 AH0585.The geoid height was determined by GEOID03.
 AH0585
 AH0585;                    North         East    Units  Estimated Accuracy
 AH0585;SPC TX S     - 5,180,270.      380,650.      MT  (+/- 180 meters Scaled)
 AH0585
 AH0585                          SUPERSEDED SURVEY CONTROL
 AH0585
 AH0585  NGVD 29 (??/??/??)    2.99   (m)            9.8    (f) RESET       3  
 AH0585
 AH0585.Superseded values are not recommended for survey control.
 AH0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0585.See file dsdata.txt to determine how the superseded data were derived.
 AH0585
 AH0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR301193(NAD 83)
 AH0585_MARKER: DB = BENCH MARK DISK
 AH0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0585_STAMPING: H 635 RESET 1947
 AH0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0585+STABILITY: SURFACE MOTION
 AH0585
 AH0585  HISTORY     - Date     Condition        Report By
 AH0585  HISTORY     - 1947     MONUMENTED       LOCENG
 AH0585  HISTORY     - 1949     GOOD             NGS
 AH0585
 AH0585                          STATION DESCRIPTION
 AH0585
 AH0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0585'8.0 MI E FROM RIVIERA.
 AH0585'STATION IS 8.0 MILES EAST OF RIVIERA.  TO REACH, GO 8.0 MILES EAST
 AH0585'ALONG FARM ROAD 771 FROM JUNCTION WITH U. S. HIGHWAY 77 AT RIVIERA, TO
 AH0585'THE INTERSECTION OF A ROAD LEADING NORTH.  MONUMENT IS IN LINE WITH
 AH0585'THE WEST FENCE ALONG THE N-S ROAD.  43.5 FEET SOUTH OF THE CENTERLINE
 AH0585'OF FARM ROAD 771 AND 4 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST.
 AH0585'STANDARD BRONZE DISK STAMPED H635 RESET 1947 SET IN 6 X 6 INCH CONC
 AH0585'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0618 ***********************************************************************
 AH0618  DESIGNATION -  H 637
 AH0618  PID         -  AH0618
 AH0618  STATE/COUNTY-  TX/KENEDY
 AH0618  USGS QUAD   -  LA PARRA RANCH (1975)
 AH0618
 AH0618                         *CURRENT SURVEY CONTROL
 AH0618  ___________________________________________________________________
 AH0618* NAD 83(1986)-  27 12 01.     (N)    097 37 43.     (W)     SCALED    
 AH0618* NAVD 88     -         5.148  (meters)      16.89   (feet)  ADJUSTED  
 AH0618  ___________________________________________________________________
 AH0618  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AH0618  DYNAMIC HT  -           5.140 (meters)      16.86  (feet)  COMP
 AH0618  MODELED GRAV-     979,100.6   (mgal)                       NAVD 88
 AH0618
 AH0618  VERT ORDER  -  SECOND    CLASS 0
 AH0618
 AH0618.The horizontal coordinates were scaled from a topographic map and have
 AH0618.an estimated accuracy of +/- 6 seconds.
 AH0618
 AH0618.The orthometric height was determined by differential leveling
 AH0618.and adjusted by the National Geodetic Survey in June 1991..
 AH0618
 AH0618.The geoid height was determined by GEOID03.
 AH0618
 AH0618.The dynamic height is computed by dividing the NAVD 88
 AH0618.geopotential number by the normal gravity value computed on the
 AH0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0618.degrees latitude (g = 980.6199 gals.).
 AH0618
 AH0618.The modeled gravity was interpolated from observed gravity values.
 AH0618
 AH0618;                    North         East    Units  Estimated Accuracy
 AH0618;SPC TX S     - 5,170,210.      386,330.      MT  (+/- 180 meters Scaled)
 AH0618
 AH0618                          SUPERSEDED SURVEY CONTROL
 AH0618
 AH0618  NGVD 29 (??/??/92)    5.235  (m)           17.18   (f) ADJ UNCH    2 0
 AH0618
 AH0618.Superseded values are not recommended for survey control.
 AH0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0618.See file dsdata.txt to determine how the superseded data were derived.
 AH0618
 AH0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR358093(NAD 83)
 AH0618_MARKER: DB = BENCH MARK DISK
 AH0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0618_STAMPING: H 637 1942
 AH0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0618+STABILITY: SURFACE MOTION
 AH0618
 AH0618  HISTORY     - Date     Condition        Report By
 AH0618  HISTORY     - 1942     MONUMENTED       CGS
 AH0618  HISTORY     - 1949     GOOD             NGS
 AH0618
 AH0618                          STATION DESCRIPTION
 AH0618
 AH0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0618'10 MI E FROM SARITA.
 AH0618'LOCATED ON KENEDY RANCH, 10 MILES E OF SARITA.  TO REACH FROM POST
 AH0618'OFFICE IN SARITA, GO E ALONG DIRT ROAD 5.8 MILES THROUGH LOCKED GATE
 AH0618'TO Y JUST W OF RANCH HOUSE.  THEN 0.8 MILE ALONG LEFT FORK TO Y. THEN
 AH0618'TAKE RIGHT FORK AND FOLLOW GRADED ROAD 4.1 MILES NE TO BAFFIN BAY.
 AH0618'THEN ALONG BAY SHORE TRAIL 1.4 MILES TO FENCE LINE.  THEN S ALONG W
 AH0618'SIDE OF FENCE 2.9 MILES TO BENCH MARK.  BENCH MARK IS ON TOP OF A
 AH0618'SMALL RIDGE 8 FT. E OF TRAIL, 3 FT. N OF A WITNESS POST AND 1 FT. W OF
 AH0618'FENCE.  A STANDARD DISK STAMPED H 637 1942 IN TOP OF 6 INCH SQUARE
 AH0618'CONCRETE MONUMENT PROJECTING 0.6 FT.  NOTE-- (LAST 2.9 MILES BY
 AH0618'4-WHEEL DRIVE VEHICLE ONLY.  KEYS FOR LOCKED GATE CAN BE OBTAINED IN
 AH0618'SARITA).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1013 ***********************************************************************
 AB1013  DESIGNATION -  H 638
 AB1013  PID         -  AB1013
 AB1013  STATE/COUNTY-  TX/KENEDY
 AB1013  USGS QUAD   -  SAN PEDRO RANCH (1975)
 AB1013
 AB1013                         *CURRENT SURVEY CONTROL
 AB1013  ___________________________________________________________________
 AB1013* NAD 83(1986)-  26 57 04.     (N)    097 39 21.     (W)     SCALED    
 AB1013* NAVD 88     -         5.329  (meters)      17.48   (feet)  ADJUSTED  
 AB1013  ___________________________________________________________________
 AB1013  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AB1013  DYNAMIC HT  -           5.320 (meters)      17.45  (feet)  COMP
 AB1013  MODELED GRAV-     979,086.4   (mgal)                       NAVD 88
 AB1013
 AB1013  VERT ORDER  -  SECOND    CLASS 0
 AB1013
 AB1013.The horizontal coordinates were scaled from a topographic map and have
 AB1013.an estimated accuracy of +/- 6 seconds.
 AB1013
 AB1013.The orthometric height was determined by differential leveling
 AB1013.and adjusted by the National Geodetic Survey in June 1991..
 AB1013
 AB1013.The geoid height was determined by GEOID03.
 AB1013
 AB1013.The dynamic height is computed by dividing the NAVD 88
 AB1013.geopotential number by the normal gravity value computed on the
 AB1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1013.degrees latitude (g = 980.6199 gals.).
 AB1013
 AB1013.The modeled gravity was interpolated from observed gravity values.
 AB1013
 AB1013;                    North         East    Units  Estimated Accuracy
 AB1013;SPC TX S     - 5,142,590.      383,810.      MT  (+/- 180 meters Scaled)
 AB1013
 AB1013                          SUPERSEDED SURVEY CONTROL
 AB1013
 AB1013  NGVD 29 (??/??/92)    5.40   (m)           17.7    (f) COMPUTED    2 0
 AB1013
 AB1013.Superseded values are not recommended for survey control.
 AB1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1013.See file dsdata.txt to determine how the superseded data were derived.
 AB1013
 AB1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ334817(NAD 83)
 AB1013_MARKER: DB = BENCH MARK DISK
 AB1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1013_STAMPING: H-638 1942
 AB1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1013+STABILITY: SURFACE MOTION
 AB1013
 AB1013  HISTORY     - Date     Condition        Report By
 AB1013  HISTORY     - 1942     MONUMENTED       CGS
 AB1013
 AB1013                          STATION DESCRIPTION
 AB1013
 AB1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1013'10.7 MI SE FROM TURCOTTE.
 AB1013'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT TURCOTTE--
 AB1013'PROCEED 0.2 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 96 TO GRADED
 AB1013'CROSSROAD.  TURN EAST INTO GRADED ROAD AND GO 10.5 MILES TO THE SAN
 AB1013'PEDRO RANCH AND SITE OF BENCH MARK.  BENCH MARK IS ALONG THE FENCE IN
 AB1013'FRONT AND WEST OF THE RANCH BUILDINGS, ABOUT 200.0 FT WEST OF THE
 AB1013'ROAD, 90.0 FEET WEST OF THE WEST SIDE OF THE MAIN BUILDING 36.0 FEET
 AB1013'WEST OF THE NORTHWEST CORNER OF A SMALL HOUSE, 17.0 FEET SOUTH OF THE
 AB1013'CENTER OF A GATE, 3.0 FEET NORTH OF A 4X4 INCH WOODEN MARKER POST AND
 AB1013'1.0 FOOT WEST OF THE FENCE.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1064 ***********************************************************************
 AW1064  DESIGNATION -  H 639
 AW1064  PID         -  AW1064
 AW1064  STATE/COUNTY-  TX/GALVESTON
 AW1064  USGS QUAD   -  DICKINSON (1997)
 AW1064
 AW1064                         *CURRENT SURVEY CONTROL
 AW1064  ___________________________________________________________________
 AW1064* NAD 83(1986)-  29 26 05.     (N)    095 01 20.     (W)     SCALED    
 AW1064* NAVD 88     -         5.447  (meters)      17.87   (feet)  ADJUSTED  
 AW1064  ___________________________________________________________________
 AW1064  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW1064  DYNAMIC HT  -           5.439 (meters)      17.84  (feet)  COMP
 AW1064  MODELED GRAV-     979,269.3   (mgal)                       NAVD 88
 AW1064  OBS GRAVITY -     979,268.3   (mgal)                       GRAV_OBS
 AW1064
 AW1064  VERT ORDER  -  FIRST     CLASS II
 AW1064
 AW1064.The horizontal coordinates were scaled from a topographic map and have
 AW1064.an estimated accuracy of +/- 6 seconds.
 AW1064
 AW1064.The orthometric height was determined by differential leveling
 AW1064.and adjusted by the National Geodetic Survey in March 1997..
 AW1064
 AW1064.The geoid height was determined by GEOID03.
 AW1064
 AW1064.The dynamic height is computed by dividing the NAVD 88
 AW1064.geopotential number by the normal gravity value computed on the
 AW1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1064.degrees latitude (g = 980.6199 gals.).
 AW1064
 AW1064.The modeled gravity was interpolated from observed gravity values.
 AW1064.The observed gravity was obtained from relative gravimeter ties
 AW1064.to the IGSN71 gravity network.
 AW1064
 AW1064;                    North         East    Units  Estimated Accuracy
 AW1064;SPC TXSC     - 4,184,040.      985,830.      MT  (+/- 180 meters Scaled)
 AW1064
 AW1064                          SUPERSEDED SURVEY CONTROL
 AW1064
 AW1064  NAVD 88 (06/15/91)    5.505  (m)           18.06   (f) UNKNOWN     1 1
 AW1064  NGVD 29 (12/23/87)    5.502  (m)           18.05   (f) ADJUSTED    1 1
 AW1064
 AW1064.Superseded values are not recommended for survey control.
 AW1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1064.See file dsdata.txt to determine how the superseded data were derived.
 AW1064
 AW1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN038578(NAD 83)
 AW1064_MARKER: DB = BENCH MARK DISK
 AW1064_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW1064_SP_SET: BRIDGE WINGWALL
 AW1064_STAMPING: H 639 1942
 AW1064_MARK LOGO: CGS   
 AW1064_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1064+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW1064
 AW1064  HISTORY     - Date     Condition        Report By
 AW1064  HISTORY     - 1942     MONUMENTED       CGS
 AW1064  HISTORY     - 1973     GOOD             NGS
 AW1064  HISTORY     - 1976     GOOD             NGS
 AW1064  HISTORY     - 1976     GOOD             NGS
 AW1064  HISTORY     - 1978     GOOD             NGS
 AW1064  HISTORY     - 1983     GOOD             NGS
 AW1064  HISTORY     - 1987     GOOD             USPSQD
 AW1064  HISTORY     - 1987     GOOD             NGS
 AW1064  HISTORY     - 1989     GOOD             USPSQD
 AW1064  HISTORY     - 1989     GOOD             USPSQD
 AW1064  HISTORY     - 1989     GOOD             USPSQD
 AW1064  HISTORY     - 1989     GOOD             USPSQD
 AW1064  HISTORY     - 1989     GOOD             USPSQD
 AW1064  HISTORY     - 1989     GOOD             USPSQD
 AW1064  HISTORY     - 1989     GOOD             USPSQD
 AW1064  HISTORY     - 1991     GOOD             USPSQD
 AW1064  HISTORY     - 19950610 GOOD             USPSQD
 AW1064  HISTORY     - 19961203 GOOD             NGS
 AW1064  HISTORY     - 20030531 GOOD             USPSQD
 AW1064  HISTORY     - 20040628 GOOD             USPSQD
 AW1064  HISTORY     - 20050629 GOOD             USPSQD
 AW1064
 AW1064                          STATION DESCRIPTION
 AW1064
 AW1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1064'2.6 MI SE FROM DICKINSON.
 AW1064'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF FARM
 AW1064'ROAD 517 AT DICKINSON, IN THE TOP OF THE NORTH WING WALL OF THE
 AW1064'NORTHWEST ABUTMENT OF A BRIDGE, 1.5 FEET SOUTH OF THE NORTH END OF THE
 AW1064'WING WALL, 16.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 58.3
 AW1064'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 0.5 FOOT HIGHER THAN
 AW1064'THE HIGHWAY.
 AW1064
 AW1064                          STATION RECOVERY (1976)
 AW1064
 AW1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1976)
 AW1064
 AW1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1978)
 AW1064
 AW1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1983)
 AW1064
 AW1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1987)
 AW1064
 AW1064'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1987)
 AW1064
 AW1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1989)
 AW1064
 AW1064'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1989)
 AW1064
 AW1064'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1989)
 AW1064
 AW1064'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1989)
 AW1064
 AW1064'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1989)
 AW1064
 AW1064'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1989)
 AW1064
 AW1064'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1989)
 AW1064
 AW1064'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1991)
 AW1064
 AW1064'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1995)
 AW1064
 AW1064'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (1996)
 AW1064
 AW1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1064'4.1 KM (2.55 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW1064'OF STATE HIGHWAY 517 IN DICKINSON, IN TOP OF AND 1.8 M (5.9 FT)
 AW1064'SOUTHWEST OF THE NORTHEAST END OF THE NORTH CONCRETE WINGWALL OF A
 AW1064'CULVERT UNDER THE HIGHWAY, 4.6 M (15.1 FT) NORTHEAST OF AND LEVEL WITH
 AW1064'THE HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) EAST OF THE NORTHWEST END
 AW1064'OF THE HEADWALL.
 AW1064
 AW1064                          STATION RECOVERY (2003)
 AW1064
 AW1064'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (2004)
 AW1064
 AW1064'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1064'RECOVERED IN GOOD CONDITION.
 AW1064
 AW1064                          STATION RECOVERY (2005)
 AW1064
 AW1064'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1064'GO TO N29 26 06.3  W095 01 20.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0028 ***********************************************************************
 AP0028  DESIGNATION -  H 64
 AP0028  PID         -  AP0028
 AP0028  STATE/COUNTY-  TX/ZAVALA
 AP0028  USGS QUAD   -  COMETA (1974)
 AP0028
 AP0028                         *CURRENT SURVEY CONTROL
 AP0028  ___________________________________________________________________
 AP0028* NAD 83(1986)-  28 40 51.     (N)    100 04 38.     (W)     SCALED    
 AP0028* NAVD 88     -       190.724  (meters)     625.73   (feet)  ADJUSTED  
 AP0028  ___________________________________________________________________
 AP0028  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AP0028  DYNAMIC HT  -         190.442 (meters)     624.81  (feet)  COMP
 AP0028  MODELED GRAV-     979,162.2   (mgal)                       NAVD 88
 AP0028
 AP0028  VERT ORDER  -  FIRST     CLASS II
 AP0028
 AP0028.The horizontal coordinates were scaled from a topographic map and have
 AP0028.an estimated accuracy of +/- 6 seconds.
 AP0028
 AP0028.The orthometric height was determined by differential leveling
 AP0028.and adjusted by the National Geodetic Survey in June 1991..
 AP0028
 AP0028.The geoid height was determined by GEOID03.
 AP0028
 AP0028.The dynamic height is computed by dividing the NAVD 88
 AP0028.geopotential number by the normal gravity value computed on the
 AP0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0028.degrees latitude (g = 980.6199 gals.).
 AP0028
 AP0028.The modeled gravity was interpolated from observed gravity values.
 AP0028
 AP0028;                    North         East    Units  Estimated Accuracy
 AP0028;SPC TXSC     - 4,094,410.      494,730.      MT  (+/- 180 meters Scaled)
 AP0028
 AP0028                          SUPERSEDED SURVEY CONTROL
 AP0028
 AP0028  NGVD 29 (??/??/92)  190.626  (m)          625.41   (f) ADJ UNCH    1 2
 AP0028
 AP0028.Superseded values are not recommended for survey control.
 AP0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0028.See file dsdata.txt to determine how the superseded data were derived.
 AP0028
 AP0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS947731(NAD 83)
 AP0028_MARKER: DB = BENCH MARK DISK
 AP0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0028_STAMPING: H 64 1919 ELEV 625.629 FT
 AP0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0028+STABILITY: SURFACE MOTION
 AP0028
 AP0028  HISTORY     - Date     Condition        Report By
 AP0028  HISTORY     - 1919     MONUMENTED       CGS
 AP0028  HISTORY     - 1957     GOOD             NGS
 AP0028
 AP0028                          STATION DESCRIPTION
 AP0028
 AP0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0028'27.65 MI E FROM EAGLE PASS.
 AP0028'21.1 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0028'RAILROAD STATION AT EAGLE PASS TO THE ENTRANCE TO THE FARIAS RANCH,
 AP0028'THENCE 1.55 MILES NORTHEAST ALONG A WINDING TRACK ROAD, THENCE 0.4
 AP0028'MILE EAST ALONG A TRACK ROAD, THENCE 0.45 MILE NORTH ALONG A TRACK
 AP0028'ROAD, THENCE 4.15 MILES NORTHEAST ALONG AN OLD ABANDONED ROAD WHICH
 AP0028'LEADS TO CARRIZO SPRINGS, AT A CURVE IN THE OLD ROAD, 34 FEET
 AP0028'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 12 FEET NORTHWEST OF THE
 AP0028'CENTER OF A SMALL WASH, 3 FEET NORTHWEST OF A FENCE CORNER, 1.2 FEET
 AP0028'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AP0028'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3817 ***********************************************************************
 AW3817  DESIGNATION -  H 640
 AW3817  PID         -  AW3817
 AW3817  STATE/COUNTY-  TX/HARRIS
 AW3817  USGS QUAD   -  LA PORTE (1982)
 AW3817
 AW3817                         *CURRENT SURVEY CONTROL
 AW3817  ___________________________________________________________________
 AW3817* NAD 83(1986)-  29 39 53.     (N)    095 02 47.     (W)     SCALED    
 AW3817* NAVD 88     -         7.52   (+/-2cm)      24.7    (feet)  VERTCON   
 AW3817  ___________________________________________________________________
 AW3817  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW3817
 AW3817  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3817
 AW3817.The horizontal coordinates were scaled from a topographic map and have
 AW3817.an estimated accuracy of +/- 6 seconds.
 AW3817
 AW3817.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3817.The vertical order pertains to the NGVD 29 superseded value.
 AW3817
 AW3817.The geoid height was determined by GEOID03.
 AW3817
 AW3817;                    North         East    Units  Estimated Accuracy
 AW3817;SPC TXSC     - 4,209,440.      982,630.      MT  (+/- 180 meters Scaled)
 AW3817
 AW3817                          SUPERSEDED SURVEY CONTROL
 AW3817
 AW3817  NGVD 29 (??/??/92)    7.520  (m)           24.67   (f) ADJ UNCH    1 2
 AW3817
 AW3817.Superseded values are not recommended for survey control.
 AW3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3817.See file dsdata.txt to determine how the superseded data were derived.
 AW3817
 AW3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN019833(NAD 83)
 AW3817_MARKER: DB = BENCH MARK DISK
 AW3817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3817_SP_SET: CULVERT
 AW3817_STAMPING: H 640 1942
 AW3817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3817
 AW3817  HISTORY     - Date     Condition        Report By
 AW3817  HISTORY     - 1942     MONUMENTED       CGS
 AW3817  HISTORY     - 1964     GOOD             NGS
 AW3817  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3817  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3817  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3817  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3817  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3817  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW3817  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3817  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW3817  HISTORY     - 19910202 MARK NOT FOUND   USPSQD
 AW3817  HISTORY     - 19940219 MARK NOT FOUND   USPSQD
 AW3817
 AW3817                          STATION DESCRIPTION
 AW3817
 AW3817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3817'2.1 MI NW FROM LA PORTE.
 AW3817'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW3817'ELEMENTARY SCHOOL AT LA PORTE, THENCE 0.95 MILE WEST ALONG THE SPENCER
 AW3817'HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET WEST
 AW3817'OF THE EXTENDED CENTER LINE OF SENES ROAD LEADING NORTH, AND SET IN
 AW3817'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A CULVERT.
 AW3817
 AW3817                          STATION RECOVERY (1987)
 AW3817
 AW3817'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW3817'MARK NOT FOUND.
 AW3817
 AW3817                          STATION RECOVERY (1988)
 AW3817
 AW3817'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW3817'MARK NOT FOUND.
 AW3817
 AW3817                          STATION RECOVERY (1988)
 AW3817
 AW3817'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW3817'MARK NOT FOUND.
 AW3817
 AW3817                          STATION RECOVERY (1988)
 AW3817
 AW3817'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW3817'MARK NOT FOUND.
 AW3817
 AW3817                          STATION RECOVERY (1988)
 AW3817
 AW3817'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW3817'MARK NOT FOUND.
 AW3817
 AW3817                          STATION RECOVERY (1988)
 AW3817
 AW3817'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW3817'MARK NOT FOUND.
 AW3817
 AW3817                          STATION RECOVERY (1989)
 AW3817
 AW3817'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW3817'MARK NOT FOUND.
 AW3817
 AW3817                          STATION RECOVERY (1989)
 AW3817
 AW3817'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW3817'MARK NOT FOUND.
 AW3817
 AW3817                          STATION RECOVERY (1991)
 AW3817
 AW3817'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW3817'MARK NOT FOUND.
 AW3817
 AW3817                          STATION RECOVERY (1994)
 AW3817
 AW3817'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0167 ***********************************************************************
 AE0167  DESIGNATION -  H 641
 AE0167  PID         -  AE0167
 AE0167  STATE/COUNTY-  TX/HIDALGO
 AE0167  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0167
 AE0167                         *CURRENT SURVEY CONTROL
 AE0167  ___________________________________________________________________
 AE0167* NAD 83(1986)-  26 31 00.     (N)    098 19 41.     (W)     SCALED    
 AE0167* NAVD 88     -        70.627  (meters)     231.72   (feet)  ADJUSTED  
 AE0167  ___________________________________________________________________
 AE0167  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AE0167  DYNAMIC HT  -          70.512 (meters)     231.34  (feet)  COMP
 AE0167  MODELED GRAV-     979,017.8   (mgal)                       NAVD 88
 AE0167
 AE0167  VERT ORDER  -  SECOND    CLASS 0
 AE0167
 AE0167.The horizontal coordinates were scaled from a topographic map and have
 AE0167.an estimated accuracy of +/- 6 seconds.
 AE0167
 AE0167.The orthometric height was determined by differential leveling
 AE0167.and adjusted by the National Geodetic Survey in June 1991..
 AE0167
 AE0167.The geoid height was determined by GEOID03.
 AE0167
 AE0167.The dynamic height is computed by dividing the NAVD 88
 AE0167.geopotential number by the normal gravity value computed on the
 AE0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0167.degrees latitude (g = 980.6199 gals.).
 AE0167
 AE0167.The modeled gravity was interpolated from observed gravity values.
 AE0167
 AE0167;                    North         East    Units  Estimated Accuracy
 AE0167;SPC TX S     - 5,094,190.      317,140.      MT  (+/- 180 meters Scaled)
 AE0167
 AE0167                          SUPERSEDED SURVEY CONTROL
 AE0167
 AE0167  NGVD 29 (??/??/92)   70.718  (m)          232.01   (f) ADJ UNCH    2 0
 AE0167
 AE0167.Superseded values are not recommended for survey control.
 AE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0167.See file dsdata.txt to determine how the superseded data were derived.
 AE0167
 AE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ669330(NAD 83)
 AE0167_MARKER: DB = BENCH MARK DISK
 AE0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0167_STAMPING: H 641 1942
 AE0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0167+STABILITY: SURFACE MOTION
 AE0167
 AE0167  HISTORY     - Date     Condition        Report By
 AE0167  HISTORY     - 1942     MONUMENTED       CGS
 AE0167  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0167
 AE0167                          STATION DESCRIPTION
 AE0167
 AE0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0167'6.6 MI NE FROM MCCOOK.
 AE0167'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 3.9 MILES EASTERLY
 AE0167'ALONG DIRT ROAD TO THE INTERSECTION OF ROAD LEADING NORTH.  THENCE, GO
 AE0167'2.7 MILES NORTHERLY ALONG ROAD TO THE SITE OF THE BENCH MARK. BENCH
 AE0167'MARK IS 24.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0167'CENTERLINE OF CATTLE GUARD ACROSS THE ROAD, 36.0 FEET NORTH OF
 AE0167'CENTERLINE OF TRACK ROAD LEADING WEST, 7.0 FEET SOUTH OF A FENCE
 AE0167'CORNER AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  THE
 AE0167'MONUMENT PROJECTS 0.4 FOOT.
 AE0167
 AE0167                          STATION RECOVERY (1972)
 AE0167
 AE0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0143 ***********************************************************************
 AE0143  DESIGNATION -  H 642
 AE0143  PID         -  AE0143
 AE0143  STATE/COUNTY-  TX/HIDALGO
 AE0143  USGS QUAD   -  LINN NW (1982)
 AE0143
 AE0143                         *CURRENT SURVEY CONTROL
 AE0143  ___________________________________________________________________
 AE0143* NAD 83(1986)-  26 41 33.     (N)    098 08 45.     (W)     SCALED    
 AE0143* NAVD 88     -        31.241  (meters)     102.50   (feet)  ADJUSTED  
 AE0143  ___________________________________________________________________
 AE0143  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AE0143  DYNAMIC HT  -          31.191 (meters)     102.33  (feet)  COMP
 AE0143  MODELED GRAV-     979,041.6   (mgal)                       NAVD 88
 AE0143
 AE0143  VERT ORDER  -  SECOND    CLASS 0
 AE0143
 AE0143.The horizontal coordinates were scaled from a topographic map and have
 AE0143.an estimated accuracy of +/- 6 seconds.
 AE0143
 AE0143.The orthometric height was determined by differential leveling
 AE0143.and adjusted by the National Geodetic Survey in June 1991..
 AE0143
 AE0143.The geoid height was determined by GEOID03.
 AE0143
 AE0143.The dynamic height is computed by dividing the NAVD 88
 AE0143.geopotential number by the normal gravity value computed on the
 AE0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0143.degrees latitude (g = 980.6199 gals.).
 AE0143
 AE0143.The modeled gravity was interpolated from observed gravity values.
 AE0143
 AE0143;                    North         East    Units  Estimated Accuracy
 AE0143;SPC TX S     - 5,113,700.      335,250.      MT  (+/- 180 meters Scaled)
 AE0143
 AE0143                          SUPERSEDED SURVEY CONTROL
 AE0143
 AE0143  NGVD 29 (??/??/92)   31.349  (m)          102.85   (f) ADJ UNCH    2 0
 AE0143
 AE0143.Superseded values are not recommended for survey control.
 AE0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0143.See file dsdata.txt to determine how the superseded data were derived.
 AE0143
 AE0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ849526(NAD 83)
 AE0143_MARKER: DB = BENCH MARK DISK
 AE0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0143_STAMPING: H 642 1942
 AE0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0143+STABILITY: SURFACE MOTION
 AE0143
 AE0143  HISTORY     - Date     Condition        Report By
 AE0143  HISTORY     - 1942     MONUMENTED       CGS
 AE0143
 AE0143                          STATION DESCRIPTION
 AE0143
 AE0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0143'IN DIX.
 AE0143'BENCH MARK IS AT THE FIRST GRADE CROSSING SOUTH OF THE SOUTHERN
 AE0143'PACIFIC RAILROAD STATION AT DIX.  IT IS 50.0 FEET EAST OF AND ABOUT
 AE0143'2.0 FEET BELOW THE CENTERLINE OF THE RAILROAD, 48.0 FEET NORTH OF AND
 AE0143'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD LEADING WEST
 AE0143'ACROSS THE TRACK.  IT IS 6.0 FEET EAST OF A TELEPHONE POLE, 4.0 FEET
 AE0143'SOUTH OF FENCE CORNER AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AE0143'POST.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0994 ***********************************************************************
 AE0994  DESIGNATION -  H 643
 AE0994  PID         -  AE0994
 AE0994  STATE/COUNTY-  TX/STARR
 AE0994  USGS QUAD   -  RINCON (1993)
 AE0994
 AE0994                         *CURRENT SURVEY CONTROL
 AE0994  ___________________________________________________________________
 AE0994* NAD 83(1986)-  26 33 25.     (N)    098 37 09.     (W)     SCALED    
 AE0994* NAVD 88     -       128.624  (meters)     421.99   (feet)  ADJUSTED  
 AE0994  ___________________________________________________________________
 AE0994  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AE0994  DYNAMIC HT  -         128.412 (meters)     421.30  (feet)  COMP
 AE0994  MODELED GRAV-     978,993.3   (mgal)                       NAVD 88
 AE0994
 AE0994  VERT ORDER  -  SECOND    CLASS 0
 AE0994
 AE0994.The horizontal coordinates were scaled from a topographic map and have
 AE0994.an estimated accuracy of +/- 6 seconds.
 AE0994
 AE0994.The orthometric height was determined by differential leveling
 AE0994.and adjusted by the National Geodetic Survey in June 1991..
 AE0994
 AE0994.The geoid height was determined by GEOID03.
 AE0994
 AE0994.The dynamic height is computed by dividing the NAVD 88
 AE0994.geopotential number by the normal gravity value computed on the
 AE0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0994.degrees latitude (g = 980.6199 gals.).
 AE0994
 AE0994.The modeled gravity was interpolated from observed gravity values.
 AE0994
 AE0994;                    North         East    Units  Estimated Accuracy
 AE0994;SPC TX S     - 5,098,640.      288,130.      MT  (+/- 180 meters Scaled)
 AE0994
 AE0994                          SUPERSEDED SURVEY CONTROL
 AE0994
 AE0994  NGVD 29 (??/??/92)  128.685  (m)          422.19   (f) ADJ UNCH    2 0
 AE0994
 AE0994.Superseded values are not recommended for survey control.
 AE0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0994.See file dsdata.txt to determine how the superseded data were derived.
 AE0994
 AE0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ379374(NAD 83)
 AE0994_MARKER: DB = BENCH MARK DISK
 AE0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0994_STAMPING: H 643 1942
 AE0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0994+STABILITY: SURFACE MOTION
 AE0994
 AE0994  HISTORY     - Date     Condition        Report By
 AE0994  HISTORY     - 1942     MONUMENTED       CGS
 AE0994  HISTORY     - 1942     GOOD             NGS
 AE0994
 AE0994                          STATION DESCRIPTION
 AE0994
 AE0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0994'19.0 MI NE FROM RIO GRANDE CITY.
 AE0994'TO REACH FROM THE POST OFFICE AT RIO GRANDE CITY, PROCEED 16.4 MILES
 AE0994'NORTH ALONG THE HEBBRONVILLE ROAD TO THE INTERSECTION OF A DIRT ROAD
 AE0994'LEADING EAST, THENCE 2.6 MILES EAST ALONG DIRT ROAD TO SITE OF BENCH
 AE0994'MARK.  BENCH MARK IS 0.3 MILE EAST OF A CATTLE GUARD AND A WINDMILL,
 AE0994'21.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD.
 AE0994'MONUMENT IS 2.5 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AE0994'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0702 ***********************************************************************
 AE0702  DESIGNATION -  H 644
 AE0702  PID         -  AE0702
 AE0702  STATE/COUNTY-  TX/STARR
 AE0702  USGS QUAD   -  CAMP GARCIA (1980)
 AE0702
 AE0702                         *CURRENT SURVEY CONTROL
 AE0702  ___________________________________________________________________
 AE0702* NAD 83(1986)-  26 22 51.     (N)    098 33 49.     (W)     SCALED    
 AE0702* NAVD 88     -       100.309  (meters)     329.10   (feet)  ADJUSTED  
 AE0702  ___________________________________________________________________
 AE0702  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AE0702  DYNAMIC HT  -         100.143 (meters)     328.55  (feet)  COMP
 AE0702  MODELED GRAV-     978,993.4   (mgal)                       NAVD 88
 AE0702
 AE0702  VERT ORDER  -  SECOND    CLASS 0
 AE0702
 AE0702.The horizontal coordinates were scaled from a topographic map and have
 AE0702.an estimated accuracy of +/- 6 seconds.
 AE0702
 AE0702.The orthometric height was determined by differential leveling
 AE0702.and adjusted by the National Geodetic Survey in June 1991..
 AE0702
 AE0702.The geoid height was determined by GEOID03.
 AE0702
 AE0702.The dynamic height is computed by dividing the NAVD 88
 AE0702.geopotential number by the normal gravity value computed on the
 AE0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0702.degrees latitude (g = 980.6199 gals.).
 AE0702
 AE0702.The modeled gravity was interpolated from observed gravity values.
 AE0702
 AE0702;                    North         East    Units  Estimated Accuracy
 AE0702;SPC TX S     - 5,079,130.      293,650.      MT  (+/- 180 meters Scaled)
 AE0702
 AE0702                          SUPERSEDED SURVEY CONTROL
 AE0702
 AE0702  NGVD 29 (??/??/92)  100.385  (m)          329.35   (f) ADJ UNCH    2 0
 AE0702
 AE0702.Superseded values are not recommended for survey control.
 AE0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0702.See file dsdata.txt to determine how the superseded data were derived.
 AE0702
 AE0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ435179(NAD 83)
 AE0702_MARKER: DB = BENCH MARK DISK
 AE0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0702_STAMPING: H 644 1942
 AE0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0702+STABILITY: SURFACE MOTION
 AE0702
 AE0702  HISTORY     - Date     Condition        Report By
 AE0702  HISTORY     - 1942     MONUMENTED       CGS
 AE0702
 AE0702                          STATION DESCRIPTION
 AE0702
 AE0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0702'8.1 MI N FROM SULLIVAN CITY.
 AE0702'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.3 MILES
 AE0702'WESTERLY ALONG U.S. HIGHWAY NO. 83 TO INTERSECTION OF ROAD LEADING
 AE0702'NORTH.  THENCE, GO 6.8 MILES NORTHERLY ALONG DIRT ROAD TO THE SITE OF
 AE0702'THE BENCH MARK.  BENCH MARK IS 22.0 FEET EAST OF AND ABOUT THE SAME
 AE0702'ELEVATION AS THE CENTERLINE OF THE ROAD, 6.0 FEET SOUTH OF A FENCE
 AE0702'CORNER, 34.0 FEET NORTH OF A TELEPHONE POLE AND 3.0 FEET SOUTH OF A
 AE0702'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0015 ***********************************************************************
 AE0015  DESIGNATION -  H 645 RESET 1951
 AE0015  PID         -  AE0015
 AE0015  STATE/COUNTY-  TX/HIDALGO
 AE0015  USGS QUAD   -  MC COOK (1963)
 AE0015
 AE0015                         *CURRENT SURVEY CONTROL
 AE0015  ___________________________________________________________________
 AE0015* NAD 83(1986)-  26 29 16.     (N)    098 23 24.     (W)     SCALED    
 AE0015* NAVD 88     -        93.38   (meters)     306.4    (feet)  RESET     
 AE0015  ___________________________________________________________________
 AE0015  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AE0015
 AE0015  VERT ORDER  -  THIRD
 AE0015
 AE0015.The horizontal coordinates were scaled from a topographic map and have
 AE0015.an estimated accuracy of +/- 6 seconds.
 AE0015
 AE0015.The orthometric height was computed from unverified reset data.
 AE0015
 AE0015.The geoid height was determined by GEOID03.
 AE0015
 AE0015;                    North         East    Units  Estimated Accuracy
 AE0015;SPC TX S     - 5,090,980.      310,970.      MT  (+/- 180 meters Scaled)
 AE0015
 AE0015                          SUPERSEDED SURVEY CONTROL
 AE0015
 AE0015.No superseded survey control is available for this station.
 AE0015
 AE0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ607298(NAD 83)
 AE0015_MARKER: DD = SURVEY DISK
 AE0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0015_STAMPING: H 645 RESET 1951
 AE0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0015+STABILITY: SURFACE MOTION
 AE0015
 AE0015  HISTORY     - Date     Condition        Report By
 AE0015  HISTORY     - 1952     MONUMENTED       TXHD
 AE0015  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0015
 AE0015                          STATION DESCRIPTION
 AE0015
 AE0015'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 AE0015'0.3 MI N FROM MCCOOK.
 AE0015'0.3 MILES NORTH ALONG FARM TO MARKET ROAD NO 681 FROM THE CROSSROADS
 AE0015'AT MCCOOK, HIDALGO COUNTY, JUST OUTSIDE THE FENCE LINE ON THE E SIDE
 AE0015'OF THE HIGHWAY, 39 FEET EAST OF THE CENTERLINE.  60 FEET W OF A
 AE0015'WINDMILL, 15 FEET N OF A DRIVEWAY LEADING TO THE OLD FARM HOUSE OF
 AE0015'E.M. RYMAN.  THERE IS A NEW FARMHOUSE APPROX. 160 FEET S OF THE
 AE0015'STATION.  A STANDARD DISK STAMPED H 645 RESET 1951 SET IN THE TOP OF A
 AE0015'CONCRETE POST PROJECTING 4 IN. ABOVE THE GROUND LEVEL.
 AE0015
 AE0015                          STATION RECOVERY (1962)
 AE0015
 AE0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0516 ***********************************************************************
 AE0516  DESIGNATION -  H 646
 AE0516  PID         -  AE0516
 AE0516  STATE/COUNTY-  TX/HIDALGO
 AE0516  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0516
 AE0516                         *CURRENT SURVEY CONTROL
 AE0516  ___________________________________________________________________
 AE0516* NAD 83(1986)-  26 24 47.     (N)    098 17 28.     (W)     SCALED    
 AE0516* NAVD 88     -        55.821  (meters)     183.14   (feet)  ADJUSTED  
 AE0516  ___________________________________________________________________
 AE0516  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0516  DYNAMIC HT  -          55.729 (meters)     182.84  (feet)  COMP
 AE0516  MODELED GRAV-     979,011.3   (mgal)                       NAVD 88
 AE0516
 AE0516  VERT ORDER  -  SECOND    CLASS 0
 AE0516
 AE0516.The horizontal coordinates were scaled from a topographic map and have
 AE0516.an estimated accuracy of +/- 6 seconds.
 AE0516
 AE0516.The orthometric height was determined by differential leveling
 AE0516.and adjusted by the National Geodetic Survey in June 1991..
 AE0516
 AE0516.The geoid height was determined by GEOID03.
 AE0516
 AE0516.The dynamic height is computed by dividing the NAVD 88
 AE0516.geopotential number by the normal gravity value computed on the
 AE0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0516.degrees latitude (g = 980.6199 gals.).
 AE0516
 AE0516.The modeled gravity was interpolated from observed gravity values.
 AE0516
 AE0516;                    North         East    Units  Estimated Accuracy
 AE0516;SPC TX S     - 5,082,710.      320,840.      MT  (+/- 180 meters Scaled)
 AE0516
 AE0516                          SUPERSEDED SURVEY CONTROL
 AE0516
 AE0516  NGVD 29 (??/??/92)   55.917  (m)          183.45   (f) ADJ UNCH    2 0
 AE0516
 AE0516.Superseded values are not recommended for survey control.
 AE0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0516.See file dsdata.txt to determine how the superseded data were derived.
 AE0516
 AE0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ706216(NAD 83)
 AE0516_MARKER: DB = BENCH MARK DISK
 AE0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0516_STAMPING: H 646 1942
 AE0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0516+STABILITY: SURFACE MOTION
 AE0516
 AE0516  HISTORY     - Date     Condition        Report By
 AE0516  HISTORY     - 1942     MONUMENTED       CGS
 AE0516  HISTORY     - 1963     GOOD             NGS
 AE0516
 AE0516                          STATION DESCRIPTION
 AE0516
 AE0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0516'15.0 MI NW FROM EDINBURG.
 AE0516'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 7.0 MILES
 AE0516'WESTERLY ALONG STATE HIGHWAY NO. 107 TO INTERSECTION OF ROAD LEADING
 AE0516'WEST AT RIGHT ANGLE CURVE IN HIGHWAY.  THENCE, GO 2.5 MILES WESTERLY
 AE0516'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING NORTH ALONG THE
 AE0516'MISSOURI PACIFIC RAILROAD.  THENCE, GO 5.5 MILES NORTHERLY ALONG ROAD
 AE0516'TO INTERSECTION OF ROAD LEADING WEST CROSSING RAILROAD AND SITE OF
 AE0516'BENCH MARK.  BENCH MARK IS 35.0 NORTH OF AND ABOUT 1.0 FOOT BELOW THE
 AE0516'CENTERLINE OF THE EAST-WEST ROAD, 46.0 FEET EAST OF AND ABOUT 2.0 FEET
 AE0516'BELOW THE CENTERLINE OF THE TRACKS, 2.0 FEET WEST OF FENCE CORNER, 3.0
 AE0516'FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF
 AE0516'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
 AE0516
 AE0516                          STATION RECOVERY (1963)
 AE0516
 AE0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AE0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1404 ***********************************************************************
 AW1404  DESIGNATION -  H 648
 AW1404  PID         -  AW1404
 AW1404  STATE/COUNTY-  TX/CHAMBERS
 AW1404  USGS QUAD   -  STANOLIND RESERVOIR (1994)
 AW1404
 AW1404                         *CURRENT SURVEY CONTROL
 AW1404  ___________________________________________________________________
 AW1404* NAD 83(1986)-  29 40 33.     (N)    094 23 59.     (W)     SCALED    
 AW1404* NAVD 88     -         2.62   (+/-2cm)       8.6    (feet)  VERTCON   
 AW1404  ___________________________________________________________________
 AW1404  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW1404
 AW1404  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1404
 AW1404.The horizontal coordinates were scaled from a topographic map and have
 AW1404.an estimated accuracy of +/- 6 seconds.
 AW1404
 AW1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1404.The vertical order pertains to the NGVD 29 superseded value.
 AW1404
 AW1404.The geoid height was determined by GEOID03.
 AW1404
 AW1404;                    North         East    Units  Estimated Accuracy
 AW1404;SPC TXSC     - 4,212,950.    1,045,130.      MT  (+/- 180 meters Scaled)
 AW1404
 AW1404                          SUPERSEDED SURVEY CONTROL
 AW1404
 AW1404  NGVD 29 (??/??/92)    2.621  (m)            8.60   (f) ADJ UNCH    1 2
 AW1404
 AW1404.Superseded values are not recommended for survey control.
 AW1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1404.See file dsdata.txt to determine how the superseded data were derived.
 AW1404
 AW1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN645836(NAD 83)
 AW1404_MARKER: DB = BENCH MARK DISK
 AW1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1404_STAMPING: H 648 1942
 AW1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1404+STABILITY: SURFACE MOTION
 AW1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1404+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 AW1404
 AW1404  HISTORY     - Date     Condition        Report By
 AW1404  HISTORY     - 1942     MONUMENTED       CGS
 AW1404  HISTORY     - 1958     GOOD             NGS
 AW1404  HISTORY     - 1971     GOOD             NGS
 AW1404  HISTORY     - 1978     GOOD             NGS
 AW1404  HISTORY     - 19961125 GOOD             USPSQD
 AW1404  HISTORY     - 20010331 GOOD             NGS
 AW1404  HISTORY     - 20040308 GOOD             USPSQD
 AW1404  HISTORY     - 20050311 GOOD             USPSQD
 AW1404
 AW1404                          STATION DESCRIPTION
 AW1404
 AW1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1404'9.7 MI SW FROM STOWELL.
 AW1404'ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE AT
 AW1404'STOWELL, THENCE ABOUT 1.5 MILES WEST ALONG FARM ROAD 1985, 50 1/2 FEET
 AW1404'SOUTH OF THE CENTER LINE OF THE ROAD, 135 FEET EAST OF A POWER POLE, 1
 AW1404'1/2 FEET SOUTH OF A FENCE, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT
 AW1404'1 FOOT BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 AW1404'PROJECTING 4 INCHES.
 AW1404
 AW1404                          STATION RECOVERY (1971)
 AW1404
 AW1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1404'RECOVERED IN GOOD CONDITION.
 AW1404
 AW1404                          STATION RECOVERY (1978)
 AW1404
 AW1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1404'RECOVERED IN GOOD CONDITION.
 AW1404
 AW1404                          STATION RECOVERY (1996)
 AW1404
 AW1404'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1404'RECOVERED IN GOOD CONDITION.
 AW1404
 AW1404                          STATION RECOVERY (2001)
 AW1404
 AW1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1404'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1404
 AW1404                          STATION RECOVERY (2004)
 AW1404
 AW1404'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1404'GO TO N29 40 32.1 W094 23 59.1
 AW1404
 AW1404                          STATION RECOVERY (2005)
 AW1404
 AW1404'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3123 ***********************************************************************
 AW3123  DESIGNATION -  H 649
 AW3123  PID         -  AW3123
 AW3123  STATE/COUNTY-  TX/LIBERTY
 AW3123  USGS QUAD   -  WHITES BAYOU (1994)
 AW3123
 AW3123                         *CURRENT SURVEY CONTROL
 AW3123  ___________________________________________________________________
 AW3123* NAD 83(1986)-  29 56 37.     (N)    094 35 56.     (W)     SCALED    
 AW3123* NAVD 88     -        13.69   (+/-2cm)      44.9    (feet)  VERTCON   
 AW3123  ___________________________________________________________________
 AW3123  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3123
 AW3123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3123
 AW3123.The horizontal coordinates were scaled from a topographic map and have
 AW3123.an estimated accuracy of +/- 6 seconds.
 AW3123
 AW3123.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3123.The vertical order pertains to the NGVD 29 superseded value.
 AW3123
 AW3123.The geoid height was determined by GEOID03.
 AW3123
 AW3123;                    North         East    Units  Estimated Accuracy
 AW3123;SPC TX C     - 3,044,970.    1,253,390.      MT  (+/- 180 meters Scaled)
 AW3123
 AW3123                          SUPERSEDED SURVEY CONTROL
 AW3123
 AW3123  NGVD 29 (??/??/92)   13.698  (m)           44.94   (f) ADJ UNCH    2 0
 AW3123
 AW3123.Superseded values are not recommended for survey control.
 AW3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3123.See file dsdata.txt to determine how the superseded data were derived.
 AW3123
 AW3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP456136(NAD 83)
 AW3123_MARKER: DB = BENCH MARK DISK
 AW3123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3123_STAMPING: H 649 1942
 AW3123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3123+STABILITY: SURFACE MOTION
 AW3123
 AW3123  HISTORY     - Date     Condition        Report By
 AW3123  HISTORY     - 1942     MONUMENTED       CGS
 AW3123  HISTORY     - 1954     GOOD             NGS
 AW3123  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3123
 AW3123                          STATION DESCRIPTION
 AW3123
 AW3123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW3123'6.25 MI N FROM HANKAMER.
 AW3123'6.25 MILES NORTH ALONG STATE HIGHWAY 61 FROM THE CHURCH OF CHRIST AT
 AW3123'HANKAMER, AT A JUNCTION WITH FARM ROAD 1410, 58 FEET SOUTHEAST OF THE
 AW3123'CENTER LINE OF THE HIGHWAY, 52 FEET SOUTHWEST OF THE CENTER LINE OF
 AW3123'THE FARM ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 AW3123'FOOT ABOVE THE GROUND.
 AW3123
 AW3123                          STATION RECOVERY (1973)
 AW3123
 AW3123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0561 ***********************************************************************
 BZ0561  DESIGNATION -  H 65
 BZ0561  PID         -  BZ0561
 BZ0561  STATE/COUNTY-  TX/HILL
 BZ0561  USGS QUAD   -  MALONE (1978)
 BZ0561
 BZ0561                         *CURRENT SURVEY CONTROL
 BZ0561  ___________________________________________________________________
 BZ0561* NAD 83(1986)-  31 55 02.     (N)    096 53 43.     (W)     SCALED    
 BZ0561* NAVD 88     -       148.087  (meters)     485.85   (feet)  ADJUSTED  
 BZ0561  ___________________________________________________________________
 BZ0561  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BZ0561  DYNAMIC HT  -         147.908 (meters)     485.26  (feet)  COMP
 BZ0561  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 BZ0561
 BZ0561  VERT ORDER  -  FIRST     CLASS II
 BZ0561
 BZ0561.The horizontal coordinates were scaled from a topographic map and have
 BZ0561.an estimated accuracy of +/- 6 seconds.
 BZ0561
 BZ0561.The orthometric height was determined by differential leveling
 BZ0561.and adjusted by the National Geodetic Survey in June 1991..
 BZ0561.WARNING-Repeat measurements at this control monument indicate possible
 BZ0561.vertical movement.
 BZ0561
 BZ0561.The geoid height was determined by GEOID03.
 BZ0561
 BZ0561.The dynamic height is computed by dividing the NAVD 88
 BZ0561.geopotential number by the normal gravity value computed on the
 BZ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0561.degrees latitude (g = 980.6199 gals.).
 BZ0561
 BZ0561.The modeled gravity was interpolated from observed gravity values.
 BZ0561
 BZ0561;                    North         East    Units  Estimated Accuracy
 BZ0561;SPC TXNC     - 2,028,950.      751,780.      MT  (+/- 180 meters Scaled)
 BZ0561
 BZ0561                          SUPERSEDED SURVEY CONTROL
 BZ0561
 BZ0561  NGVD 29 (??/??/92)  148.048  (m)          485.72   (f) ADJ UNCH    1 2
 BZ0561
 BZ0561.Superseded values are not recommended for survey control.
 BZ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0561.See file dsdata.txt to determine how the superseded data were derived.
 BZ0561
 BZ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA990331(NAD 83)
 BZ0561_MARKER: DB = BENCH MARK DISK
 BZ0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0561_SP_SET: BUILDING
 BZ0561_STAMPING: H 65 1929 ELEV 485.803 FT
 BZ0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ0561+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ0561
 BZ0561  HISTORY     - Date     Condition        Report By
 BZ0561  HISTORY     - 1929     MONUMENTED       CGS
 BZ0561  HISTORY     - 1952     GOOD             NGS
 BZ0561  HISTORY     - 1980     GOOD             NGS
 BZ0561  HISTORY     - 19990222 GOOD             USPSQD
 BZ0561  HISTORY     - 20031011 GOOD             USPSQD
 BZ0561
 BZ0561                          STATION DESCRIPTION
 BZ0561
 BZ0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0561'IN MALONE.
 BZ0561'AT MALONE, 139 FEET EAST OF THE WATER TOWER, SET VERTICALLY IN THE
 BZ0561'EAST WALL OF THE BRICK BUILDING OCCUPIED BY THE FARMERS CO-OPERATIVE
 BZ0561'STORES, 3 FEET ABOVE THE SIDEWALK, 0.7 FOOT NORTH OF THE SOUTHEAST
 BZ0561'CORNER OF THE BUILDING.
 BZ0561
 BZ0561                          STATION RECOVERY (1980)
 BZ0561
 BZ0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0561'IN MALONE, AT THE INTERSECTION OF STATE HIGHWAY 171 AND NORTH FIFTH
 BZ0561'STREET, SET VERTICALLY IN THE EAST WALL OF A BRICK BUILDING OCCUPIED
 BZ0561'BY THE BILL BOOTZ GARAGE, 42.4 M. (139 FT.) EAST OF THE MALONE WATER
 BZ0561'TOWER, 68.6 M. (225 FT.) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BZ0561'11.0 M. (36.0 FT.) NORTHWEST OF THE CENTERLINE OF THE STREET, 0.2 M.
 BZ0561'(0.5 FT.) NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING.
 BZ0561'THE MARK IS 1.0 M ABOVE THE SIDEWALK.
 BZ0561
 BZ0561                          STATION RECOVERY (1999)
 BZ0561
 BZ0561'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0561'RECOVERED IN GOOD CONDITION.
 BZ0561
 BZ0561                          STATION RECOVERY (2003)
 BZ0561
 BZ0561'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ0561'STREET NAME IS NOW N. PECAN.  BUILDING IS DETERATING AND IN POOR
 BZ0561'CONDITION.  LSOME OF THEBRICKS ON THE FRONT WALL ARE FALLING OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0049 ***********************************************************************
 AZ0049  DESIGNATION -  H 65
 AZ0049  PID         -  AZ0049
 AZ0049  STATE/COUNTY-  TX/REAL
 AZ0049  USGS QUAD   -  CAMP WOOD (1973)
 AZ0049
 AZ0049                         *CURRENT SURVEY CONTROL
 AZ0049  ___________________________________________________________________
 AZ0049* NAD 83(1986)-  29 38 41.     (N)    100 00 15.     (W)     SCALED    
 AZ0049* NAVD 88     -       433.510  (meters)    1422.27   (feet)  ADJUSTED  
 AZ0049  ___________________________________________________________________
 AZ0049  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AZ0049  DYNAMIC HT  -         432.871 (meters)    1420.18  (feet)  COMP
 AZ0049  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 AZ0049
 AZ0049  VERT ORDER  -  SECOND    CLASS 0
 AZ0049
 AZ0049.The horizontal coordinates were scaled from a topographic map and have
 AZ0049.an estimated accuracy of +/- 6 seconds.
 AZ0049
 AZ0049.The orthometric height was determined by differential leveling
 AZ0049.and adjusted by the National Geodetic Survey in June 1991..
 AZ0049
 AZ0049.The geoid height was determined by GEOID03.
 AZ0049
 AZ0049.The dynamic height is computed by dividing the NAVD 88
 AZ0049.geopotential number by the normal gravity value computed on the
 AZ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0049.degrees latitude (g = 980.6199 gals.).
 AZ0049
 AZ0049.The modeled gravity was interpolated from observed gravity values.
 AZ0049
 AZ0049;                    North         East    Units  Estimated Accuracy
 AZ0049;SPC TXSC     - 4,201,170.      502,780.      MT  (+/- 180 meters Scaled)
 AZ0049
 AZ0049                          SUPERSEDED SURVEY CONTROL
 AZ0049
 AZ0049  NGVD 29 (??/??/92)  433.417  (m)         1421.97   (f) ADJ UNCH    2 0
 AZ0049
 AZ0049.Superseded values are not recommended for survey control.
 AZ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0049.See file dsdata.txt to determine how the superseded data were derived.
 AZ0049
 AZ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT028798(NAD 83)
 AZ0049_MARKER: DD = SURVEY DISK
 AZ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0049_STAMPING: H 65 1923 1421.969
 AZ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0049+STABILITY: SURFACE MOTION
 AZ0049
 AZ0049  HISTORY     - Date     Condition        Report By
 AZ0049  HISTORY     - 1923     MONUMENTED       USGS
 AZ0049  HISTORY     - 1953     GOOD             NGS
 AZ0049  HISTORY     - 20010331 GOOD             NGS
 AZ0049  HISTORY     - 20010801 GOOD             NGS
 AZ0049
 AZ0049                          STATION DESCRIPTION
 AZ0049
 AZ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AZ0049'2.05 MI S FROM CAMP WOOD.
 AZ0049'1.8 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP
 AZ0049'WOOD, THENCE 0.25 MILE EAST ALONG A DIRT ROAD, 100 YARDS NORTH OF A
 AZ0049'RANCH HOUSE, 113 FEET SOUTHWEST OF A POWER POLE, 133 FEET SOUTH OF THE
 AZ0049'CENTER LINE OF THE ROAD, 55 FEET WEST OF THE CENTER LINE OF AN OLD
 AZ0049'RAILROAD GRADE, 2.8 FEET EAST OF A FENCE, 2 FEET EAST OF A WITNESS
 AZ0049'POST, SET IN THE TOP OF A CONCRETE POST.
 AZ0049
 AZ0049                          STATION RECOVERY (2001)
 AZ0049
 AZ0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0049'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AZ0049
 AZ0049                          STATION RECOVERY (2001)
 AZ0049
 AZ0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0049'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6789 ***********************************************************************
 AW6789  DESIGNATION -  H 65 TX
 AW6789  PID         -  AW6789
 AW6789  STATE/COUNTY-  TX/GALVESTON
 AW6789  USGS QUAD   -  SAN LUIS PASS (1974)
 AW6789
 AW6789                         *CURRENT SURVEY CONTROL
 AW6789  ___________________________________________________________________
 AW6789* NAD 83(1993)-  29 06 30.56191(N)    095 05 13.34958(W)     ADJUSTED  
 AW6789* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 AW6789  ___________________________________________________________________
 AW6789  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AW6789  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AW6789
 AW6789  HORZ ORDER  -  THIRD
 AW6789
 AW6789.The horizontal coordinates were established by classical geodetic methods
 AW6789.and adjusted by the National Geodetic Survey in February 1996..
 AW6789
 AW6789.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6789
 AW6789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6789
 AW6789.The geoid height was determined by GEOID03.
 AW6789
 AW6789;                    North         East     Units Scale Factor Converg.
 AW6789;SPC TXSC     - 4,147,691.624   980,755.409   MT  0.99987100   +1 55 01.2
 AW6789;SPC TXSC     -13,607,884.94  3,217,695.04   sFT  0.99987100   +1 55 01.2
 AW6789;UTM  15      - 3,221,805.272   296,911.093   MT  1.00010898   -1 00 56.2
 AW6789
 AW6789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6789!SPC TXSC     -   1.00000366  x   0.99987100  =   0.99987466
 AW6789!UTM  15      -   1.00000366  x   1.00010898  =   1.00011264
 AW6789
 AW6789:                Primary Azimuth Mark                     Grid Az
 AW6789:SPC TXSC     -  H 63 TX                                  049 16 34.5
 AW6789:UTM  15      -  H 63 TX                                  052 12 31.9
 AW6789
 AW6789|---------------------------------------------------------------------|
 AW6789| PID    Reference Object                     Distance      Geod. Az  |
 AW6789|                                                           dddmmss.s |
 AW6789| AW6788 H 63 TX                             APPROX. 2.3 KM 0511135.7 |
 AW6789|---------------------------------------------------------------------|
 AW6789
 AW6789                          SUPERSEDED SURVEY CONTROL
 AW6789
 AW6789  NAD 83(1986)-  29 06 30.57256(N)    095 05 13.33058(W) AD(       ) 3
 AW6789  NAD 27      -  29 06 29.70269(N)    095 05 12.59114(W) AD(       ) 3
 AW6789  NGVD 29 (07/19/86)    3.2    (m)           10.     (f) VERT ANG       
 AW6789
 AW6789.Superseded values are not recommended for survey control.
 AW6789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6789.See file dsdata.txt to determine how the superseded data were derived.
 AW6789
 AW6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9691121805(NAD 83)
 AW6789_MARKER: DD = SURVEY DISK
 AW6789_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6789_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6789+STABILITY: SURFACE MOTION
 AW6789
 AW6789  HISTORY     - Date     Condition        Report By
 AW6789  HISTORY     - 1979     MONUMENTED       NOS
 AW6789  HISTORY     - 1979     GOOD             NOS
 AW6789  HISTORY     - 1982     MARK NOT FOUND   NOS
 AW6789  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 AW6789  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW6789
 AW6789                          STATION DESCRIPTION
 AW6789
 AW6789'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW6789'THE STATION IS LOCATED ON GALVESTON ISLAND, 1.8
 AW6789'MILES NORTHEAST OF THE SAN LUIS PASS BRIDGE.
 AW6789'
 AW6789'TO REACH FROM THE TOLL BOOTH AT THE NORTH END OF THE SAN
 AW6789'LUIS PASS BRIDGE, GO NORTHEAST ON FARM ROAD 3005 FOR 1.9 MILES
 AW6789'TO THE NORTH END OF A FENCED AREA AND DIM TRAIL RIGHT.
 AW6789'TURN RIGHT AND GO SOUTHEAST ON DIM TRAIL FOR 0.05 MILE TO
 AW6789'A FENCE CORNER, TURN RIGHT AND GO SOUTHWEST ALONG EAST SIDE
 AW6789'OF THE FENCE FOR 0.1 MILE TO THE STATION ON THE DUNE
 AW6789'LINE TO THE LEFT.
 AW6789'
 AW6789'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 65 TX 1979---,
 AW6789'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD CEMENTED IN THE
 AW6789'GROUND AND PROJECTS 6 INCHES.  IT IS 167 FEET SOUTH OF A
 AW6789'FENCE POST WITH PK NAIL IN THE TOP, 134 FEET SOUTHEAST
 AW6789'OF A FENCE POST WITH A PK NAIL IN THE TOP AND 4.3 FEET
 AW6789'EAST OF A WITNESS POST WITH SIGN ATTACHED.
 AW6789'
 AW6789'HEIGHT OF LIGHT SHOWN WAS 1.35 METERS.
 AW6789
 AW6789                          STATION RECOVERY (1979)
 AW6789
 AW6789'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6789'RECOVERED AS DESCRIBED.
 AW6789
 AW6789                          STATION RECOVERY (1982)
 AW6789
 AW6789'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6789'STATION LOST TO BEACH EROSION.
 AW6789
 AW6789                          STATION RECOVERY (2003)
 AW6789
 AW6789'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6789'MARK NOT FOUND.
 AW6789
 AW6789                          STATION RECOVERY (2004)
 AW6789
 AW6789'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3156 ***********************************************************************
 AW3156  DESIGNATION -  H 650
 AW3156  PID         -  AW3156
 AW3156  STATE/COUNTY-  TX/LIBERTY
 AW3156  USGS QUAD   -  WHITES BAYOU (1994)
 AW3156
 AW3156                         *CURRENT SURVEY CONTROL
 AW3156  ___________________________________________________________________
 AW3156* NAD 83(1986)-  29 56 59.     (N)    094 32 36.     (W)     SCALED    
 AW3156* NAVD 88     -        13.29   (+/-2cm)      43.6    (feet)  VERTCON   
 AW3156  ___________________________________________________________________
 AW3156  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW3156
 AW3156  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3156
 AW3156.The horizontal coordinates were scaled from a topographic map and have
 AW3156.an estimated accuracy of +/- 6 seconds.
 AW3156
 AW3156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3156.The vertical order pertains to the NGVD 29 superseded value.
 AW3156
 AW3156.The geoid height was determined by GEOID03.
 AW3156
 AW3156;                    North         East    Units  Estimated Accuracy
 AW3156;SPC TX C     - 3,045,920.    1,258,710.      MT  (+/- 180 meters Scaled)
 AW3156
 AW3156                          SUPERSEDED SURVEY CONTROL
 AW3156
 AW3156  NGVD 29 (??/??/92)   13.299  (m)           43.63   (f) ADJ UNCH    1 2
 AW3156
 AW3156.Superseded values are not recommended for survey control.
 AW3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3156.See file dsdata.txt to determine how the superseded data were derived.
 AW3156
 AW3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP510142(NAD 83)
 AW3156_MARKER: DB = BENCH MARK DISK
 AW3156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3156_STAMPING: H 650 1942
 AW3156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3156+STABILITY: SURFACE MOTION
 AW3156
 AW3156  HISTORY     - Date     Condition        Report By
 AW3156  HISTORY     - 1942     MONUMENTED       CGS
 AW3156  HISTORY     - 1959     GOOD             NGS
 AW3156
 AW3156                          STATION DESCRIPTION
 AW3156
 AW3156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3156'7.6 MI SW FROM FELICIA.
 AW3156'ABOUT 0.1 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE D. H. WILLIS RICE
 AW3156'DRIER MILL AT FELICIA, THENCE ABOUT 1.5 MILES SOUTH ALONG FARM ROAD
 AW3156'1009, THENCE ABOUT 2.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 AW3156'ABOUT 3.95 MILES SOUTH ALONG A GRADED DIRT ROAD, AT THE CROSSING OF AN
 AW3156'IRRIGATION CANAL, 47 FEET WEST OF THE CENTER LINE OF THE ROAD, 32 FEET
 AW3156'SOUTH OF THE SOUTH BANK OF THE CANAL, 13 FEET NORTH OF THE CENTER LINE
 AW3156'OF A WIRE GATE, 1 1/2 FEET EAST OF A FENCE, 0.8 FOOT WEST OF A METAL
 AW3156'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IN THE TOP
 AW3156'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1457 ***********************************************************************
 AY1457  DESIGNATION -  H 651
 AY1457  PID         -  AY1457
 AY1457  STATE/COUNTY-  TX/BANDERA
 AY1457  USGS QUAD   -  VANDERPOOL (1969)
 AY1457
 AY1457                         *CURRENT SURVEY CONTROL
 AY1457  ___________________________________________________________________
 AY1457* NAD 83(1986)-  29 38 46.     (N)    099 31 16.     (W)     SCALED    
 AY1457* NAVD 88     -       449.520  (meters)    1474.80   (feet)  ADJUSTED  
 AY1457  ___________________________________________________________________
 AY1457  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AY1457  DYNAMIC HT  -         448.859 (meters)    1472.63  (feet)  COMP
 AY1457  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AY1457
 AY1457  VERT ORDER  -  SECOND    CLASS 0
 AY1457
 AY1457.The horizontal coordinates were scaled from a topographic map and have
 AY1457.an estimated accuracy of +/- 6 seconds.
 AY1457
 AY1457.The orthometric height was determined by differential leveling
 AY1457.and adjusted by the National Geodetic Survey in June 1991..
 AY1457
 AY1457.The geoid height was determined by GEOID03.
 AY1457
 AY1457.The dynamic height is computed by dividing the NAVD 88
 AY1457.geopotential number by the normal gravity value computed on the
 AY1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1457.degrees latitude (g = 980.6199 gals.).
 AY1457
 AY1457.The modeled gravity was interpolated from observed gravity values.
 AY1457
 AY1457;                    North         East    Units  Estimated Accuracy
 AY1457;SPC TXSC     - 4,201,020.      549,550.      MT  (+/- 180 meters Scaled)
 AY1457
 AY1457                          SUPERSEDED SURVEY CONTROL
 AY1457
 AY1457  NGVD 29 (??/??/92)  449.411  (m)         1474.44   (f) ADJ UNCH    2 0
 AY1457
 AY1457.Superseded values are not recommended for survey control.
 AY1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1457.See file dsdata.txt to determine how the superseded data were derived.
 AY1457
 AY1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT495796(NAD 83)
 AY1457_MARKER: DB = BENCH MARK DISK
 AY1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1457_STAMPING: H 651 1953
 AY1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1457+STABILITY: SURFACE MOTION
 AY1457
 AY1457  HISTORY     - Date     Condition        Report By
 AY1457  HISTORY     - 1953     MONUMENTED       CGS
 AY1457  HISTORY     - 19931201 GOOD             USPSQD
 AY1457
 AY1457                          STATION DESCRIPTION
 AY1457
 AY1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1457'2.25 MI N FROM UTOPIA.
 AY1457'2.25 MILES NORTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA,
 AY1457'AT A JUNCTION WITH FARM ROAD 470, 146 FEET NORTH OF THE CENTER LINE OF
 AY1457'FARM ROAD 470, 55.5 FEET NORTHWEST OF A POWER POLE, 11 FEET NORTH OF
 AY1457'TE NORTH END OF A STEEL GATE, 1.8 FEET EAST OF A FENCE, 1.6 FEET SOUTH
 AY1457'OF A WITNESS POST, ALONG THE EAST SIDE OF A FENCE WHICH SURROUNDS A
 AY1457'SUB STATION OF THE TEXAS POWER AND LIGHT COMPANY, SET IN THE TOP OF A
 AY1457'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY1457
 AY1457                          STATION RECOVERY (1993)
 AY1457
 AY1457'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1137 ***********************************************************************
 AB1137  DESIGNATION -  H 652
 AB1137  PID         -  AB1137
 AB1137  STATE/COUNTY-  TX/HIDALGO
 AB1137  USGS QUAD   -  ANDREA RANCH (1982)
 AB1137
 AB1137                         *CURRENT SURVEY CONTROL
 AB1137  ___________________________________________________________________
 AB1137* NAD 83(1986)-  26 43 16.     (N)    097 59 00.     (W)     SCALED    
 AB1137* NAVD 88     -        14.769  (meters)      48.45   (feet)  ADJUSTED  
 AB1137  ___________________________________________________________________
 AB1137  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AB1137  DYNAMIC HT  -          14.745 (meters)      48.38  (feet)  COMP
 AB1137  MODELED GRAV-     979,051.7   (mgal)                       NAVD 88
 AB1137
 AB1137  VERT ORDER  -  SECOND    CLASS 0
 AB1137
 AB1137.The horizontal coordinates were scaled from a topographic map and have
 AB1137.an estimated accuracy of +/- 6 seconds.
 AB1137
 AB1137.The orthometric height was determined by differential leveling
 AB1137.and adjusted by the National Geodetic Survey in June 1991..
 AB1137
 AB1137.The geoid height was determined by GEOID03.
 AB1137
 AB1137.The dynamic height is computed by dividing the NAVD 88
 AB1137.geopotential number by the normal gravity value computed on the
 AB1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1137.degrees latitude (g = 980.6199 gals.).
 AB1137
 AB1137.The modeled gravity was interpolated from observed gravity values.
 AB1137
 AB1137;                    North         East    Units  Estimated Accuracy
 AB1137;SPC TX S     - 5,116,930.      351,400.      MT  (+/- 180 meters Scaled)
 AB1137
 AB1137                          SUPERSEDED SURVEY CONTROL
 AB1137
 AB1137  NGVD 29 (??/??/92)   14.865  (m)           48.77   (f) ADJ UNCH    2 0
 AB1137
 AB1137.Superseded values are not recommended for survey control.
 AB1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1137.See file dsdata.txt to determine how the superseded data were derived.
 AB1137
 AB1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ011559(NAD 83)
 AB1137_MARKER: DB = BENCH MARK DISK
 AB1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1137_STAMPING: H 652 1942
 AB1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1137+STABILITY: SURFACE MOTION
 AB1137
 AB1137  HISTORY     - Date     Condition        Report By
 AB1137  HISTORY     - 1942     MONUMENTED       CGS
 AB1137
 AB1137                          STATION DESCRIPTION
 AB1137
 AB1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1137'24.3 MI NW FROM RAYMONDVILLE.
 AB1137'TO REACH FROM THE MISSOURI PACIFIC R.R. STATION AT RAYMONDVILLE--
 AB1137'PROCEED 1.7 MILES WESTERLY ALONG STATE HIGHWAY NO.186, THENCE
 AB1137'NORTHERLY 2.5 MILES, THENCE WESTERLY 1. MILE, THENCE NORTHERLY 0.6
 AB1137'MILE, THENCE WESTERLY 1.5 MILES, THENCE NORTHWESTERLY 17. MILES TO THE
 AB1137'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 1 MILE SOUTHEAST OF SANTA
 AB1137'FE SCHOOL ALONG RANCH ROAD LEADING FROM THE LA TORDILLA RANCH. IT IS
 AB1137'45 FEET SOUTHWEST OF AND ABOUT 1 FOOT ABOVE THE RANCH ROAD, 30 FEET
 AB1137'NORTHEAST OF A MESQUITE TREE AND 3 FEET NORTH OF A 4X4-INCH WOODEN
 AB1137'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0665 ***********************************************************************
 AB0665  DESIGNATION -  H 653
 AB0665  PID         -  AB0665
 AB0665  STATE/COUNTY-  TX/WILLACY
 AB0665  USGS QUAD   -  LASARA (1970)
 AB0665
 AB0665                         *CURRENT SURVEY CONTROL
 AB0665  ___________________________________________________________________
 AB0665* NAD 83(1986)-  26 29 03.     (N)    097 56 27.     (W)     SCALED    
 AB0665* NAVD 88     -        13.965  (meters)      45.82   (feet)  ADJUSTED  
 AB0665  ___________________________________________________________________
 AB0665  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AB0665  DYNAMIC HT  -          13.943 (meters)      45.74  (feet)  COMP
 AB0665  MODELED GRAV-     979,041.0   (mgal)                       NAVD 88
 AB0665
 AB0665  VERT ORDER  -  SECOND    CLASS 0
 AB0665
 AB0665.The horizontal coordinates were scaled from a topographic map and have
 AB0665.an estimated accuracy of +/- 6 seconds.
 AB0665
 AB0665.The orthometric height was determined by differential leveling
 AB0665.and adjusted by the National Geodetic Survey in June 1991..
 AB0665
 AB0665.The geoid height was determined by GEOID03.
 AB0665
 AB0665.The dynamic height is computed by dividing the NAVD 88
 AB0665.geopotential number by the normal gravity value computed on the
 AB0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0665.degrees latitude (g = 980.6199 gals.).
 AB0665
 AB0665.The modeled gravity was interpolated from observed gravity values.
 AB0665
 AB0665;                    North         East    Units  Estimated Accuracy
 AB0665;SPC TX S     - 5,090,700.      355,750.      MT  (+/- 180 meters Scaled)
 AB0665
 AB0665                          SUPERSEDED SURVEY CONTROL
 AB0665
 AB0665  NGVD 29 (??/??/92)   14.054  (m)           46.11   (f) ADJ UNCH    2 0
 AB0665
 AB0665.Superseded values are not recommended for survey control.
 AB0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0665.See file dsdata.txt to determine how the superseded data were derived.
 AB0665
 AB0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ055297(NAD 83)
 AB0665_MARKER: DB = BENCH MARK DISK
 AB0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0665_STAMPING: H 653 1942
 AB0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0665+STABILITY: SURFACE MOTION
 AB0665
 AB0665  HISTORY     - Date     Condition        Report By
 AB0665  HISTORY     - 1942     MONUMENTED       CGS
 AB0665  HISTORY     - 1959     MARK NOT FOUND   LOCENG
 AB0665
 AB0665                          STATION DESCRIPTION
 AB0665
 AB0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0665'9.5 MI W FROM RAYMONDVILLE.
 AB0665'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB0665'PROCEED 9.7 (STADIA) MILES WESTERLY ALONG STATE HIGHWAY NO. 186 TO
 AB0665'SITE OF BENCH MARK. BENCH MARK IS AT NORTHEAST CORNER OF CULTIVATED
 AB0665'FIELD AT INTERSECTION OF HIGHWAY WITH A ROAD LEADING SOUTH, ABOUT 0.1
 AB0665'MILE NORTH OF A FARM HOUSE, 49.0 FEET SOUTH OF AND ABOUT 1.5 FOOT
 AB0665'ABOVE THE CENTERLINE OF THE HIGHWAY, 34.0 FEET WEST OF CENTERLINE OF
 AB0665'DIRT ROAD, 9.0 FEET WEST OF A TELEPHONE LINE POLE, AND 2.0 FEET WEST
 AB0665'OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.5 FOOT. NOTE--
 AB0665'MAY HAVE BEEN PLOWED BY FARMER.
 AB0665
 AB0665                          STATION RECOVERY (1959)
 AB0665
 AB0665'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AB0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0674 ***********************************************************************
 AB0674  DESIGNATION -  H 654
 AB0674  PID         -  AB0674
 AB0674  STATE/COUNTY-  TX/WILLACY
 AB0674  USGS QUAD   -  LASARA (1970)
 AB0674
 AB0674                         *CURRENT SURVEY CONTROL
 AB0674  ___________________________________________________________________
 AB0674* NAD 83(1986)-  26 27 29.     (N)    097 52 45.     (W)     SCALED    
 AB0674* NAVD 88     -        10.949  (meters)      35.92   (feet)  ADJUSTED  
 AB0674  ___________________________________________________________________
 AB0674  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AB0674  DYNAMIC HT  -          10.932 (meters)      35.87  (feet)  COMP
 AB0674  MODELED GRAV-     979,041.4   (mgal)                       NAVD 88
 AB0674
 AB0674  VERT ORDER  -  SECOND    CLASS 0
 AB0674
 AB0674.The horizontal coordinates were scaled from a topographic map and have
 AB0674.an estimated accuracy of +/- 6 seconds.
 AB0674
 AB0674.The orthometric height was determined by differential leveling
 AB0674.and adjusted by the National Geodetic Survey in June 1991..
 AB0674
 AB0674.The geoid height was determined by GEOID03.
 AB0674
 AB0674.The dynamic height is computed by dividing the NAVD 88
 AB0674.geopotential number by the normal gravity value computed on the
 AB0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0674.degrees latitude (g = 980.6199 gals.).
 AB0674
 AB0674.The modeled gravity was interpolated from observed gravity values.
 AB0674
 AB0674;                    North         East    Units  Estimated Accuracy
 AB0674;SPC TX S     - 5,087,830.      361,910.      MT  (+/- 180 meters Scaled)
 AB0674
 AB0674                          SUPERSEDED SURVEY CONTROL
 AB0674
 AB0674  NGVD 29 (??/??/92)   11.028  (m)           36.18   (f) ADJ UNCH    2 0
 AB0674
 AB0674.Superseded values are not recommended for survey control.
 AB0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0674.See file dsdata.txt to determine how the superseded data were derived.
 AB0674
 AB0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ117268(NAD 83)
 AB0674_MARKER: DB = BENCH MARK DISK
 AB0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0674_STAMPING: H 654 1942
 AB0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0674+STABILITY: SURFACE MOTION
 AB0674
 AB0674  HISTORY     - Date     Condition        Report By
 AB0674  HISTORY     - 1942     MONUMENTED       CGS
 AB0674  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0674
 AB0674                          STATION DESCRIPTION
 AB0674
 AB0674'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0674'5.7 MI W FROM RAYMONDVILLE.
 AB0674'5.7 MILES WEST ALONG STATE HIGHWAY 186 FROM THE MISSOURI PACIFIC
 AB0674'RAILROAD STATION AT RAYMONDVILLE, WILLACY COUNTY, THENCE ABOUT 1.0
 AB0674'MILE SOUTH ALONG A FENCE LINE, AND THENCE ABOUT 0.6 MILE SOUTH ALONG A
 AB0674'GRADED DIRT ROAD.  ABOUT 285 FEET SOUTH OF THE CENTER LINE OF A ROAD
 AB0674'LEADING EAST, 26.7 FEET EAST OF THE CENTER LINE OF THE ROAD, 20 FEET
 AB0674'SOUTHWEST OF A LARGE MESQUITE TREE, 3 FEET NORTH OF A WHITE WOODEN
 AB0674'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 AB0674'H 654 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AB0674'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0683 ***********************************************************************
 AB0683  DESIGNATION -  H 655
 AB0683  PID         -  AB0683
 AB0683  STATE/COUNTY-  TX/HIDALGO
 AB0683  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0683
 AB0683                         *CURRENT SURVEY CONTROL
 AB0683  ___________________________________________________________________
 AB0683* NAD 83(1986)-  26 23 10.     (N)    097 51 40.     (W)     SCALED    
 AB0683* NAVD 88     -        12.976  (meters)      42.57   (feet)  ADJUSTED  
 AB0683  ___________________________________________________________________
 AB0683  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 AB0683  DYNAMIC HT  -          12.955 (meters)      42.50  (feet)  COMP
 AB0683  MODELED GRAV-     979,038.0   (mgal)                       NAVD 88
 AB0683
 AB0683  VERT ORDER  -  SECOND    CLASS 0
 AB0683
 AB0683.The horizontal coordinates were scaled from a topographic map and have
 AB0683.an estimated accuracy of +/- 6 seconds.
 AB0683
 AB0683.The orthometric height was determined by differential leveling
 AB0683.and adjusted by the National Geodetic Survey in June 1991..
 AB0683
 AB0683.The geoid height was determined by GEOID03.
 AB0683
 AB0683.The dynamic height is computed by dividing the NAVD 88
 AB0683.geopotential number by the normal gravity value computed on the
 AB0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0683.degrees latitude (g = 980.6199 gals.).
 AB0683
 AB0683.The modeled gravity was interpolated from observed gravity values.
 AB0683
 AB0683;                    North         East    Units  Estimated Accuracy
 AB0683;SPC TX S     - 5,079,870.      363,750.      MT  (+/- 180 meters Scaled)
 AB0683
 AB0683                          SUPERSEDED SURVEY CONTROL
 AB0683
 AB0683  NGVD 29 (??/??/92)   13.056  (m)           42.83   (f) ADJ UNCH    2 0
 AB0683
 AB0683.Superseded values are not recommended for survey control.
 AB0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0683.See file dsdata.txt to determine how the superseded data were derived.
 AB0683
 AB0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ136189(NAD 83)
 AB0683_MARKER: DB = BENCH MARK DISK
 AB0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0683_STAMPING: H 655 1942
 AB0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0683+STABILITY: SURFACE MOTION
 AB0683
 AB0683  HISTORY     - Date     Condition        Report By
 AB0683  HISTORY     - 1942     MONUMENTED       CGS
 AB0683  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0683
 AB0683                          STATION DESCRIPTION
 AB0683
 AB0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0683'IN LYFORD.
 AB0683'IN HIDALGO COUNTY, ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 96 FROM
 AB0683'THE MISSOURI PACIFIC RAILROAD STATION AT LYFORD, WILLACY COUNTY,
 AB0683'THENCE ABOUT 4.4 MILES WEST ALONG A GRADED DIRT ROAD, AND THENCE ABOUT
 AB0683'0.9 MILE NORTH ALONG A GRADED DIRT COUNTY-LINE ROAD.  30 FEET NORTH OF
 AB0683'THE CENTER LINE OF A T-ROAD LEADING WEST, ABOUT 75 FEET WEST OF THE
 AB0683'CENTER LINE OF THE NORTH-SOUTH ROAD, AT THE SOUTHEAST CORNER OF A
 AB0683'CULTIVATED FIELD, 3 FEET EAST OF POWER-TRANSMISSION LINE POLE 12-36,
 AB0683'IN LINE WITH A ROW OF POLES ON THE NORTH SIDE OF THE ROAD LEADING
 AB0683'WEST, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 AB0683'LOWER THAN THE NORTH-SOUTH ROAD.  A STANDARD DISK, STAMPED H 655 1942
 AB0683'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AB0683'GROUND.
 AB0683
 AB0683                          STATION RECOVERY (1987)
 AB0683
 AB0683'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0404 ***********************************************************************
 AE0404  DESIGNATION -  H 656
 AE0404  PID         -  AE0404
 AE0404  STATE/COUNTY-  TX/HIDALGO
 AE0404  USGS QUAD   -  DONNA (1983)
 AE0404
 AE0404                         *CURRENT SURVEY CONTROL
 AE0404  ___________________________________________________________________
 AE0404* NAD 83(1986)-  26 12 31.     (N)    098 02 28.     (W)     SCALED    
 AE0404* NAVD 88     -        24.625  (meters)      80.79   (feet)  ADJUSTED  
 AE0404  ___________________________________________________________________
 AE0404  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AE0404  DYNAMIC HT  -          24.584 (meters)      80.66  (feet)  COMP
 AE0404  MODELED GRAV-     979,002.6   (mgal)                       NAVD 88
 AE0404
 AE0404  VERT ORDER  -  SECOND    CLASS 0
 AE0404
 AE0404.The horizontal coordinates were scaled from a topographic map and have
 AE0404.an estimated accuracy of +/- 6 seconds.
 AE0404
 AE0404.The orthometric height was determined by differential leveling
 AE0404.and adjusted by the National Geodetic Survey in June 1991..
 AE0404
 AE0404.The geoid height was determined by GEOID03.
 AE0404
 AE0404.The dynamic height is computed by dividing the NAVD 88
 AE0404.geopotential number by the normal gravity value computed on the
 AE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0404.degrees latitude (g = 980.6199 gals.).
 AE0404
 AE0404.The modeled gravity was interpolated from observed gravity values.
 AE0404
 AE0404;                    North         East    Units  Estimated Accuracy
 AE0404;SPC TX S     - 5,060,130.      345,860.      MT  (+/- 180 meters Scaled)
 AE0404
 AE0404                          SUPERSEDED SURVEY CONTROL
 AE0404
 AE0404  NGVD 29 (??/??/92)   24.739  (m)           81.16   (f) ADJ UNCH    2 0
 AE0404
 AE0404.Superseded values are not recommended for survey control.
 AE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0404.See file dsdata.txt to determine how the superseded data were derived.
 AE0404
 AE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP957991(NAD 83)
 AE0404_MARKER: DB = BENCH MARK DISK
 AE0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0404_STAMPING: H 656 1942
 AE0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0404+STABILITY: SURFACE MOTION
 AE0404
 AE0404  HISTORY     - Date     Condition        Report By
 AE0404  HISTORY     - 1942     MONUMENTED       CGS
 AE0404
 AE0404                          STATION DESCRIPTION
 AE0404
 AE0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0404'3.2 MI N FROM DONNA.
 AE0404'TO REACH FROM THE U.S. POST OFFICE AT DONNA-- PROCEED 3.BLOCKS EAST TO
 AE0404'SEVENTH STREET, THENCE NORTHERLY 3.1 MILES ALONG PAVED ROAD LEADING TO
 AE0404'LA BLANCA TO THE SITE OF THE BENCH MARK.  BENCH MARK IS IN NORTHEAST
 AE0404'CORNER OF AN ORCHARD AND ABOUT 340.FEET SOUTHEAST OF A LARGE FRAME
 AE0404'FARM HOUSE.  IT IS 3.FEET WEST OF ROAD FENCE, 32.FEET WEST OF AND
 AE0404'ABOUT THE SAME ELEVATION AS THE CENTER LINE OF PAVEMENT AND 3.FEET
 AE0404'NORTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.8
 AE0404'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0428 ***********************************************************************
 AE0428  DESIGNATION -  H 657
 AE0428  PID         -  AE0428
 AE0428  STATE/COUNTY-  TX/HIDALGO
 AE0428  USGS QUAD   -  LA BLANCA (1982)
 AE0428
 AE0428                         *CURRENT SURVEY CONTROL
 AE0428  ___________________________________________________________________
 AE0428* NAD 83(1986)-  26 17 46.     (N)    098 01 06.     (W)     SCALED    
 AE0428* NAVD 88     -        21.790  (meters)      71.49   (feet)  ADJUSTED  
 AE0428  ___________________________________________________________________
 AE0428  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AE0428  DYNAMIC HT  -          21.754 (meters)      71.37  (feet)  COMP
 AE0428  MODELED GRAV-     979,004.9   (mgal)                       NAVD 88
 AE0428
 AE0428  VERT ORDER  -  SECOND    CLASS 0
 AE0428
 AE0428.The horizontal coordinates were scaled from a topographic map and have
 AE0428.an estimated accuracy of +/- 6 seconds.
 AE0428
 AE0428.The orthometric height was determined by differential leveling
 AE0428.and adjusted by the National Geodetic Survey in June 1991..
 AE0428
 AE0428.The geoid height was determined by GEOID03.
 AE0428
 AE0428.The dynamic height is computed by dividing the NAVD 88
 AE0428.geopotential number by the normal gravity value computed on the
 AE0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0428.degrees latitude (g = 980.6199 gals.).
 AE0428
 AE0428.The modeled gravity was interpolated from observed gravity values.
 AE0428
 AE0428;                    North         East    Units  Estimated Accuracy
 AE0428;SPC TX S     - 5,069,830.      348,100.      MT  (+/- 180 meters Scaled)
 AE0428
 AE0428                          SUPERSEDED SURVEY CONTROL
 AE0428
 AE0428  NGVD 29 (??/??/92)   21.898  (m)           71.84   (f) ADJ UNCH    2 0
 AE0428
 AE0428.Superseded values are not recommended for survey control.
 AE0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0428.See file dsdata.txt to determine how the superseded data were derived.
 AE0428
 AE0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ979088(NAD 83)
 AE0428_MARKER: DB = BENCH MARK DISK
 AE0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0428_SP_SET: CULVERT
 AE0428_STAMPING: H 657 1942
 AE0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0428
 AE0428  HISTORY     - Date     Condition        Report By
 AE0428  HISTORY     - 1942     MONUMENTED       CGS
 AE0428
 AE0428                          STATION DESCRIPTION
 AE0428
 AE0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0428'3.5 MI W FROM ED COUCH.
 AE0428'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ED COUCH.
 AE0428'PROCEED 3.5 MILES WESTERLY ALONG RAILROAD TRACKS TO SITE OF BENCH
 AE0428'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF THE SOUTH
 AE0428'HEADWALL OF A CONCRETE RAILROAD CULVERT NO. 152.03, ABOUT 350.0 FEET
 AE0428'EAST OF MILE POST 152, ABOUT 1.2 MILES WEST OF RAILROAD STATION ELSA.
 AE0428'NOTE-- 1.0 MILE E. OF THE STATION AT LA BLANCA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0696 ***********************************************************************
 AB0696  DESIGNATION -  H 658
 AB0696  PID         -  AB0696
 AB0696  STATE/COUNTY-  TX/CAMERON
 AB0696  USGS QUAD   -  SANTA ROSA (1982)
 AB0696
 AB0696                         *CURRENT SURVEY CONTROL
 AB0696  ___________________________________________________________________
 AB0696* NAD 83(1986)-  26 19 40.     (N)    097 51 42.     (W)     SCALED    
 AB0696* NAVD 88     -        14.482  (meters)      47.51   (feet)  ADJUSTED  
 AB0696  ___________________________________________________________________
 AB0696  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AB0696  DYNAMIC HT  -          14.458 (meters)      47.43  (feet)  COMP
 AB0696  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 AB0696
 AB0696  VERT ORDER  -  SECOND    CLASS 0
 AB0696
 AB0696.The horizontal coordinates were scaled from a topographic map and have
 AB0696.an estimated accuracy of +/- 6 seconds.
 AB0696
 AB0696.The orthometric height was determined by differential leveling
 AB0696.and adjusted by the National Geodetic Survey in June 1991..
 AB0696
 AB0696.The geoid height was determined by GEOID03.
 AB0696
 AB0696.The dynamic height is computed by dividing the NAVD 88
 AB0696.geopotential number by the normal gravity value computed on the
 AB0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0696.degrees latitude (g = 980.6199 gals.).
 AB0696
 AB0696.The modeled gravity was interpolated from observed gravity values.
 AB0696
 AB0696;                    North         East    Units  Estimated Accuracy
 AB0696;SPC TX S     - 5,073,410.      363,730.      MT  (+/- 180 meters Scaled)
 AB0696
 AB0696                          SUPERSEDED SURVEY CONTROL
 AB0696
 AB0696  NGVD 29 (??/??/92)   14.568  (m)           47.80   (f) ADJ UNCH    2 0
 AB0696
 AB0696.Superseded values are not recommended for survey control.
 AB0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0696.See file dsdata.txt to determine how the superseded data were derived.
 AB0696
 AB0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ136124(NAD 83)
 AB0696_MARKER: DB = BENCH MARK DISK
 AB0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0696_STAMPING: H 658 1942
 AB0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0696+STABILITY: SURFACE MOTION
 AB0696
 AB0696  HISTORY     - Date     Condition        Report By
 AB0696  HISTORY     - 1942     MONUMENTED       CGS
 AB0696  HISTORY     - 1954     MARK NOT FOUND   NGS
 AB0696  HISTORY     - 1956     MARK NOT FOUND   NGS
 AB0696  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0696
 AB0696                          STATION DESCRIPTION
 AB0696
 AB0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AB0696'2.5 MI S FROM LYFORD.
 AB0696'IN CAMERON COUNTY, ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 96 FROM
 AB0696'THE MISSOURI PACIFIC RAILROAD STATION AT LYFORD, WILLACY COUNTY,
 AB0696'THENCE ABOUT 4.4 MILES WEST ALONG A GRADED DIRT ROAD, AND THENCE ABOUT
 AB0696'3.2 MILES SOUTH ALONG A COUNTY-LINE ROAD.  44 FEET SOUTHEAST OF THE
 AB0696'CENTER OF THE JUNCTION OF A ROAD LEADING WEST, 3 FEET SOUTH OF A WHITE
 AB0696'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD JUNCTION.  A
 AB0696'STANDARD DISK, STAMPED H 658 1942 AND SET IN THE TOP OF A CONCRETE
 AB0696'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.  NOTE-- SMALL IRRIGATION
 AB0696'DITCH CONSTRUCTION IN PRESCRIBED AREA.
 AB0696
 AB0696                          STATION RECOVERY (1956)
 AB0696
 AB0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 AB0696'MARK NOT FOUND.
 AB0696
 AB0696                          STATION RECOVERY (1991)
 AB0696
 AB0696'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0410 ***********************************************************************
 AW0410  DESIGNATION -  H 659
 AW0410  PID         -  AW0410
 AW0410  STATE/COUNTY-  TX/HARRIS
 AW0410  USGS QUAD   -  HIGHLANDS (1995)
 AW0410
 AW0410                         *CURRENT SURVEY CONTROL
 AW0410  ___________________________________________________________________
 AW0410* NAD 83(1986)-  29 48 54.     (N)    095 03 25.     (W)     SCALED    
 AW0410* NAVD 88     -         9.920  (meters)      32.55   (feet)  ADJUSTED  
 AW0410  ___________________________________________________________________
 AW0410  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW0410  DYNAMIC HT  -           9.907 (meters)      32.50  (feet)  COMP
 AW0410  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 AW0410
 AW0410  VERT ORDER  -  FIRST     CLASS II
 AW0410
 AW0410.The horizontal coordinates were scaled from a topographic map and have
 AW0410.an estimated accuracy of +/- 6 seconds.
 AW0410
 AW0410.The orthometric height was determined by differential leveling
 AW0410.and adjusted by the National Geodetic Survey in June 1991..
 AW0410
 AW0410.The geoid height was determined by GEOID03.
 AW0410
 AW0410.The dynamic height is computed by dividing the NAVD 88
 AW0410.geopotential number by the normal gravity value computed on the
 AW0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0410.degrees latitude (g = 980.6199 gals.).
 AW0410
 AW0410.The modeled gravity was interpolated from observed gravity values.
 AW0410
 AW0410;                    North         East    Units  Estimated Accuracy
 AW0410;SPC TXSC     - 4,226,050.      981,040.      MT  (+/- 180 meters Scaled)
 AW0410
 AW0410                          SUPERSEDED SURVEY CONTROL
 AW0410
 AW0410  NGVD 29 (12/23/87)    9.918  (m)           32.54   (f) ADJUSTED    1 2
 AW0410
 AW0410.Superseded values are not recommended for survey control.
 AW0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0410.See file dsdata.txt to determine how the superseded data were derived.
 AW0410
 AW0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP012000(NAD 83)
 AW0410_MARKER: DB = BENCH MARK DISK
 AW0410_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0410_SP_SET: HEADWALL
 AW0410_STAMPING: H 659 1942
 AW0410_MARK LOGO: CGS   
 AW0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0410+STABILITY: SURFACE MOTION
 AW0410
 AW0410  HISTORY     - Date     Condition        Report By
 AW0410  HISTORY     - 1942     MONUMENTED       CGS
 AW0410  HISTORY     - 1972     GOOD             NGS
 AW0410  HISTORY     - 1978     GOOD             NGS
 AW0410  HISTORY     - 1978     GOOD             DOD
 AW0410  HISTORY     - 1983     GOOD             NGS
 AW0410  HISTORY     - 1986     GOOD             NGS
 AW0410  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 AW0410
 AW0410                          STATION DESCRIPTION
 AW0410
 AW0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0410'0.45 MI N FROM HIGHLANDS.
 AW0410'ABOUT 0.45 MILE ALONG CROSBY-LYNCHBURG RD. FROM (MAIN STREET) THE POST
 AW0410'OFFICE AT HIGHLANDS, 106 FEET NORTH OF THE EXTENDED CENTER LINE OF
 AW0410'AVENUE C LEADING WEST, 3.1 FEET EAST OF THE CENTER LINE OF FARMM RD.
 AW0410'1200, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF
 AW0410'A 9 FT. X 2 FT. DOUBLE CHANNEL CULVERT, 1 1/2 FEET ABOVE THE LEVEL OF
 AW0410'THE ROAD.
 AW0410
 AW0410                          STATION RECOVERY (1978)
 AW0410
 AW0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0410'RECOVERED IN GOOD CONDITION.
 AW0410
 AW0410                          STATION RECOVERY (1978)
 AW0410
 AW0410'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0410'RECOVERED IN GOOD CONDITION.
 AW0410
 AW0410                          STATION RECOVERY (1983)
 AW0410
 AW0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0410'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0410'0.7 KM (0.45 MI) NORTH ALONG CROSBY-LYNCHBURG ROAD (SOUTH MAIN STREET)
 AW0410'FROM THE POST OFFICE IN HIGHLANDS, AT A SIDE STREET (AVENUE C) LEADING
 AW0410'WEST, SET IN TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 AW0410'SMALL CULVERT UNDER FARM ROAD 2100, 32.31 METERS (106.0 FT) NORTH OF
 AW0410'THE EXTENDED CENTERLINE OF AVENUE C AND 9.45 METERS (31.0 FT) EAST OF
 AW0410'THE CENTERLINE OF CROSBY-LYNCHBURG ROAD.
 AW0410'THE MARK IS ABOVE LEVEL WITH ROAD.
 AW0410
 AW0410                          STATION RECOVERY (1986)
 AW0410
 AW0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0410'RECOVERED IN GOOD CONDITION.
 AW0410
 AW0410                          STATION RECOVERY (1994)
 AW0410
 AW0410'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0046 ***********************************************************************
 AZ0046  DESIGNATION -  H 66
 AZ0046  PID         -  AZ0046
 AZ0046  STATE/COUNTY-  TX/REAL
 AZ0046  USGS QUAD   -  CAMP WOOD (1973)
 AZ0046
 AZ0046                         *CURRENT SURVEY CONTROL
 AZ0046  ___________________________________________________________________
 AZ0046* NAD 83(1986)-  29 40 15.     (N)    100 00 44.     (W)     SCALED    
 AZ0046* NAVD 88     -       443.636  (meters)    1455.50   (feet)  ADJUSTED  
 AZ0046  ___________________________________________________________________
 AZ0046  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 AZ0046  DYNAMIC HT  -         442.980 (meters)    1453.34  (feet)  COMP
 AZ0046  MODELED GRAV-     979,152.8   (mgal)                       NAVD 88
 AZ0046
 AZ0046  VERT ORDER  -  SECOND    CLASS 0
 AZ0046
 AZ0046.The horizontal coordinates were scaled from a topographic map and have
 AZ0046.an estimated accuracy of +/- 6 seconds.
 AZ0046
 AZ0046.The orthometric height was determined by differential leveling
 AZ0046.and adjusted by the National Geodetic Survey in June 1991..
 AZ0046
 AZ0046.The geoid height was determined by GEOID03.
 AZ0046
 AZ0046.The dynamic height is computed by dividing the NAVD 88
 AZ0046.geopotential number by the normal gravity value computed on the
 AZ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0046.degrees latitude (g = 980.6199 gals.).
 AZ0046
 AZ0046.The modeled gravity was interpolated from observed gravity values.
 AZ0046
 AZ0046;                    North         East    Units  Estimated Accuracy
 AZ0046;SPC TXSC     - 4,204,070.      502,030.      MT  (+/- 180 meters Scaled)
 AZ0046
 AZ0046                          SUPERSEDED SURVEY CONTROL
 AZ0046
 AZ0046  NGVD 29 (??/??/92)  443.541  (m)         1455.18   (f) ADJ UNCH    2 0
 AZ0046
 AZ0046.Superseded values are not recommended for survey control.
 AZ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0046.See file dsdata.txt to determine how the superseded data were derived.
 AZ0046
 AZ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT020827(NAD 83)
 AZ0046_MARKER: DD = SURVEY DISK
 AZ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0046_STAMPING: H 66 1923 1455.184
 AZ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0046+STABILITY: SURFACE MOTION
 AZ0046
 AZ0046  HISTORY     - Date     Condition        Report By
 AZ0046  HISTORY     - 1923     MONUMENTED       USGS
 AZ0046  HISTORY     - 1953     GOOD             NGS
 AZ0046  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AZ0046  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AZ0046
 AZ0046                          STATION DESCRIPTION
 AZ0046
 AZ0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AZ0046'IN CAMP WOOD.
 AZ0046'AT CAMP WOOD, AT THE SOUTHWEST CORNER OF THE CITY PARK, 78 FEET WEST
 AZ0046'OF THE SOUTHWEST STEEL LEG OF THE CITY WATER TOWER, 54 FEET EAST OF
 AZ0046'THE CENTER LINE OF STATE HIGHWAY 55, 30 FEET NORTH OF THE CENTER LINE
 AZ0046'OF A GRAVELED STREET, 14 FEET EAST OF A CONCRETE AND ROCK WALL, SET IN
 AZ0046'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AZ0046
 AZ0046                          STATION RECOVERY (2001)
 AZ0046
 AZ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0046'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AZ0046
 AZ0046                          STATION RECOVERY (2001)
 AZ0046
 AZ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0046'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6013 ***********************************************************************
 AW6013  DESIGNATION -  H 66 TX
 AW6013  PID         -  AW6013
 AW6013  STATE/COUNTY-  TX/GALVESTON
 AW6013  USGS QUAD   -  VIRGINIA POINT (1994)
 AW6013
 AW6013                         *CURRENT SURVEY CONTROL
 AW6013  ___________________________________________________________________
 AW6013* NAD 83(1993)-  29 19 49.00284(N)    094 54 08.38085(W)     ADJUSTED  
 AW6013* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 AW6013  ___________________________________________________________________
 AW6013  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AW6013  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW6013
 AW6013  HORZ ORDER  -  THIRD
 AW6013
 AW6013.The horizontal coordinates were established by classical geodetic methods
 AW6013.and adjusted by the National Geodetic Survey in February 1996..
 AW6013
 AW6013.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6013
 AW6013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6013
 AW6013.The geoid height was determined by GEOID03.
 AW6013
 AW6013;                    North         East     Units Scale Factor Converg.
 AW6013;SPC TXSC     - 4,172,871.773   997,860.970   MT  0.99986325   +2 00 27.0
 AW6013;SPC TXSC     -13,690,496.81  3,273,815.53   sFT  0.99986325   +2 00 27.0
 AW6013;UTM  15      - 3,246,080.959   315,287.680   MT  1.00002102   -0 55 55.6
 AW6013
 AW6013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6013!SPC TXSC     -   1.00000395  x   0.99986325  =   0.99986720
 AW6013!UTM  15      -   1.00000395  x   1.00002102  =   1.00002497
 AW6013
 AW6013                          SUPERSEDED SURVEY CONTROL
 AW6013
 AW6013  NAD 83(1986)-  29 19 49.01742(N)    094 54 08.36167(W) AD(       ) 3
 AW6013  NAD 27      -  29 19 48.16774(N)    094 54 07.64859(W) AD(       ) 3
 AW6013  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 AW6013
 AW6013.Superseded values are not recommended for survey control.
 AW6013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6013.See file dsdata.txt to determine how the superseded data were derived.
 AW6013
 AW6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1528846081(NAD 83)
 AW6013_MARKER: DD = SURVEY DISK
 AW6013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6013_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6013_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6013+STABILITY: SURFACE MOTION
 AW6013
 AW6013  HISTORY     - Date     Condition        Report By
 AW6013  HISTORY     - 1979     MONUMENTED       NOS
 AW6013
 AW6013                          STATION DESCRIPTION
 AW6013
 AW6013'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 AW6013'THE STATION IS LOCATED AT VIRGINIA POINT, ONE-HALF MILE
 AW6013'SOUTH OF SWAN LAKE ON PROPERTY OWNED BY MR. ARTHUR L.
 AW6013'MALONE, OF THE MALONE SERVICE CO.
 AW6013'
 AW6013'TO REACH FROM 61ST STREET AND INTERSTATE 45 IN GALVESTON, GO
 AW6013'NORTHWEST ON INTERSTATE 45 FOR 6.6 MILES TO THE TEXAS CITY,
 AW6013'ROUTES 3 AND 146 EXIT.  TAKE THE EXIT AND GO NORTHERLY
 AW6013'FOR 0.7 MILE TO TO A FORK.  BEAR RIGHT, NORTHEAST, ON LOOP
 AW6013'197 FOR 0.3 MILE TO A DIRT ROAD RIGHT.  TURN RIGHT ON DIRT
 AW6013'ROAD AND GO SOUTHEAST PAST THE CHECK IN AT THE GATE
 AW6013'FOR 1.7 MILES TO THE ENTRANCE OF THE MONSANTO SLUDGE PIT AN5
 AW6013'AND THE STATION IN OPEN FIELD ON THE LEFT.
 AW6013'
 AW6013'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 66 TX 1979---,
 AW6013'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD, CEMENTED IN
 AW6013'THE GROUND AND FLUSH WITH THE SURFACE.  IT IS 165.7
 AW6013'FEET EAST OF THE NORTH CORNER OF A CHAIN LINK FENCE
 AW6013'AROUND THE SLUDGE PIT, 108.8 FEET NORTHEAST OF THE MOST
 AW6013'NORTHERLY POWER POLE ALONG THE INSIDE OF THE NORTHEAST
 AW6013'SIDE OF THE FENCE.
 AW6013'
 AW6013'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1512 ***********************************************************************
 AW1512  DESIGNATION -  H 660
 AW1512  PID         -  AW1512
 AW1512  STATE/COUNTY-  TX/HARRIS
 AW1512  USGS QUAD   -  MORGANS POINT (1993)
 AW1512
 AW1512                         *CURRENT SURVEY CONTROL
 AW1512  ___________________________________________________________________
 AW1512* NAD 83(1986)-  29 41 44.     (N)    094 56 10.     (W)     SCALED    
 AW1512* NAVD 88     -         5.603  (meters)      18.38   (feet)  ADJUSTED  
 AW1512  ___________________________________________________________________
 AW1512  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1512  DYNAMIC HT  -           5.595 (meters)      18.36  (feet)  COMP
 AW1512  MODELED GRAV-     979,283.6   (mgal)                       NAVD 88
 AW1512  OBS GRAVITY -     979,282.4   (mgal)                       GRAV_OBS
 AW1512
 AW1512  VERT ORDER  -  FIRST     CLASS II
 AW1512
 AW1512.The horizontal coordinates were scaled from a topographic map and have
 AW1512.an estimated accuracy of +/- 6 seconds.
 AW1512
 AW1512.The orthometric height was determined by differential leveling
 AW1512.and adjusted by the National Geodetic Survey in June 1991..
 AW1512
 AW1512.The geoid height was determined by GEOID03.
 AW1512
 AW1512.The dynamic height is computed by dividing the NAVD 88
 AW1512.geopotential number by the normal gravity value computed on the
 AW1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1512.degrees latitude (g = 980.6199 gals.).
 AW1512
 AW1512.The modeled gravity was interpolated from observed gravity values.
 AW1512.The observed gravity was obtained from relative gravimeter ties
 AW1512.to the IGSN71 gravity network.
 AW1512
 AW1512;                    North         East    Units  Estimated Accuracy
 AW1512;SPC TXSC     - 4,213,220.      993,180.      MT  (+/- 180 meters Scaled)
 AW1512
 AW1512                          SUPERSEDED SURVEY CONTROL
 AW1512
 AW1512  NGVD 29 (12/23/87)    5.601  (m)           18.38   (f) ADJUSTED    1 2
 AW1512
 AW1512.Superseded values are not recommended for survey control.
 AW1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1512.See file dsdata.txt to determine how the superseded data were derived.
 AW1512
 AW1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN126866(NAD 83)
 AW1512_MARKER: DB = BENCH MARK DISK
 AW1512_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1512_SP_SET: HEADWALL
 AW1512_STAMPING: H 660 1942
 AW1512_MARK LOGO: CGS   
 AW1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1512+STABILITY: SURFACE MOTION
 AW1512
 AW1512  HISTORY     - Date     Condition        Report By
 AW1512  HISTORY     - 1942     MONUMENTED       CGS
 AW1512  HISTORY     - 1973     GOOD             NGS
 AW1512  HISTORY     - 1978     GOOD             NGS
 AW1512  HISTORY     - 1987     GOOD             USPSQD
 AW1512  HISTORY     - 1987     GOOD             NGS
 AW1512  HISTORY     - 1989     GOOD             USPSQD
 AW1512  HISTORY     - 1989     GOOD             USPSQD
 AW1512  HISTORY     - 1989     GOOD             USPSQD
 AW1512  HISTORY     - 19940219 GOOD             USPSQD
 AW1512  HISTORY     - 20000916 MARK NOT FOUND   USPSQD
 AW1512  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1512
 AW1512                          STATION DESCRIPTION
 AW1512
 AW1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1512'3.7 MI SE FROM BAYTOWN.
 AW1512'ABOUT 1 BLOCK SOUTH ALONG N. GAILLARD ST. FROM THE POST OFFICE AT
 AW1512'BAYTOWN, THENCE 1.05 MILE EAST ALONG EAST TEXAS AVE., THENCE 2.6 MILES
 AW1512'SOUTHEAST ALONG TRI-CITY BEACH RD., ABOUT 0.15 MILE NORTHWEST OF A
 AW1512'CURVE IN THE ROAD, 16 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 AW1512'TRI-CITY BEACH RD., SET IN THE TOP OF THE SOUTHEAST END OF A 3 X 6 FT.
 AW1512'BOX CULVERT, AND ABOUT LEVEL WITH THE ROAD.
 AW1512
 AW1512                          STATION RECOVERY (1978)
 AW1512
 AW1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1512'RECOVERED IN GOOD CONDITION.
 AW1512
 AW1512                          STATION RECOVERY (1987)
 AW1512
 AW1512'RECOVERY NOTE BY US POWER SQUADRON 1987 (ACM)
 AW1512'RECOVERED IN GOOD CONDITION.
 AW1512
 AW1512                          STATION RECOVERY (1987)
 AW1512
 AW1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1512'RECOVERED IN GOOD CONDITION.
 AW1512
 AW1512                          STATION RECOVERY (1989)
 AW1512
 AW1512'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1512'RECOVERED IN GOOD CONDITION.
 AW1512
 AW1512                          STATION RECOVERY (1989)
 AW1512
 AW1512'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1512'RECOVERED IN GOOD CONDITION.
 AW1512
 AW1512                          STATION RECOVERY (1989)
 AW1512
 AW1512'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1512'RECOVERED IN GOOD CONDITION.
 AW1512
 AW1512                          STATION RECOVERY (1994)
 AW1512
 AW1512'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1512'RECOVERED IN GOOD CONDITION.
 AW1512
 AW1512                          STATION RECOVERY (2000)
 AW1512
 AW1512'RECOVERY NOTE BY US POWER SQUADRON 2000 (KC)
 AW1512'MARK NOT FOUND.
 AW1512
 AW1512                          STATION RECOVERY (2001)
 AW1512
 AW1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1512'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0496 ***********************************************************************
 BL0496  DESIGNATION -  H 661
 BL0496  PID         -  BL0496
 BL0496  STATE/COUNTY-  TX/LIBERTY
 BL0496  USGS QUAD   -  DAYTON (1984)
 BL0496
 BL0496                         *CURRENT SURVEY CONTROL
 BL0496  ___________________________________________________________________
 BL0496* NAD 83(1986)-  30 02 46.     (N)    094 55 19.     (W)     SCALED    
 BL0496* NAVD 88     -        24.70   (+/-2cm)      81.0    (feet)  VERTCON   
 BL0496  ___________________________________________________________________
 BL0496  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0496
 BL0496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0496
 BL0496.The horizontal coordinates were scaled from a topographic map and have
 BL0496.an estimated accuracy of +/- 6 seconds.
 BL0496
 BL0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0496.The vertical order pertains to the NGVD 29 superseded value.
 BL0496
 BL0496.The geoid height was determined by GEOID03.
 BL0496
 BL0496;                    North         East    Units  Estimated Accuracy
 BL0496;SPC TX C     - 3,054,760.    1,221,690.      MT  (+/- 180 meters Scaled)
 BL0496
 BL0496                          SUPERSEDED SURVEY CONTROL
 BL0496
 BL0496  NGVD 29 (??/??/92)   24.702  (m)           81.04   (f) ADJ UNCH    2 0
 BL0496
 BL0496.Superseded values are not recommended for survey control.
 BL0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0496.See file dsdata.txt to determine how the superseded data were derived.
 BL0496
 BL0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP147254(NAD 83)
 BL0496_MARKER: DB = BENCH MARK DISK
 BL0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0496_STAMPING: H 661 1942
 BL0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0496+STABILITY: SURFACE MOTION
 BL0496
 BL0496  HISTORY     - Date     Condition        Report By
 BL0496  HISTORY     - 1942     MONUMENTED       CGS
 BL0496  HISTORY     - 1954     GOOD             NGS
 BL0496  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0496  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0496  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL0496  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL0496
 BL0496                          STATION DESCRIPTION
 BL0496
 BL0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0496'1.8 MI W FROM DAYTON.
 BL0496'1.8 MILES WEST ALONG FARM ROAD 1008 FROM ITS INTERSECTION WITH STATE
 BL0496'HIGHWAY 321 AT DAYTON, 0.15 MILE WEST OF A BRICK HOUSE, 144 FEET EAST
 BL0496'OF THE EXTENDED CENTER LINE OF A PRIVATE DIRT ROAD LEADING NORTH, 115
 BL0496'FEET SOUTHEAST OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE
 BL0496'CULVERT, 47 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 1 FOOT
 BL0496'SOUTH OF A FENCE, 3.8 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BL0496'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL0496
 BL0496                          STATION RECOVERY (1977)
 BL0496
 BL0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0496'MARK NOT FOUND.
 BL0496
 BL0496                          STATION RECOVERY (1978)
 BL0496
 BL0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0496'NOT RECOVERED.
 BL0496
 BL0496                          STATION RECOVERY (1996)
 BL0496
 BL0496'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0496'MARK NOT FOUND.
 BL0496
 BL0496                          STATION RECOVERY (2004)
 BL0496
 BL0496'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3065 ***********************************************************************
 AW3065  DESIGNATION -  H 663
 AW3065  PID         -  AW3065
 AW3065  STATE/COUNTY-  TX/LIBERTY
 AW3065  USGS QUAD   -  SHILOH (1993)
 AW3065
 AW3065                         *CURRENT SURVEY CONTROL
 AW3065  ___________________________________________________________________
 AW3065* NAD 83(1986)-  29 59 48.     (N)    094 44 51.     (W)     SCALED    
 AW3065* NAVD 88     -         5.52   (+/-2cm)      18.1    (feet)  VERTCON   
 AW3065  ___________________________________________________________________
 AW3065  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW3065
 AW3065  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3065
 AW3065.The horizontal coordinates were scaled from a topographic map and have
 AW3065.an estimated accuracy of +/- 6 seconds.
 AW3065
 AW3065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3065.The vertical order pertains to the NGVD 29 superseded value.
 AW3065
 AW3065.The geoid height was determined by GEOID03.
 AW3065
 AW3065;                    North         East    Units  Estimated Accuracy
 AW3065;SPC TX C     - 3,050,110.    1,238,770.      MT  (+/- 180 meters Scaled)
 AW3065
 AW3065                          SUPERSEDED SURVEY CONTROL
 AW3065
 AW3065  NGVD 29 (??/??/92)    5.526  (m)           18.13   (f) ADJ UNCH    1 2
 AW3065
 AW3065.Superseded values are not recommended for survey control.
 AW3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3065.See file dsdata.txt to determine how the superseded data were derived.
 AW3065
 AW3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP314197(NAD 83)
 AW3065_MARKER: DB = BENCH MARK DISK
 AW3065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3065_SP_SET: CULVERT
 AW3065_STAMPING: H 663 1942
 AW3065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3065
 AW3065  HISTORY     - Date     Condition        Report By
 AW3065  HISTORY     - 1942     MONUMENTED       CGS
 AW3065  HISTORY     - 1959     GOOD             NGS
 AW3065  HISTORY     - 19910819 GOOD             USPSQD
 AW3065
 AW3065                          STATION DESCRIPTION
 AW3065
 AW3065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3065'6.25 MI SE FROM LIBERTY.
 AW3065'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3065'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 5.45 MILES SOUTHEAST
 AW3065'ALONG FARM ROAD 563, 18 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 AW3065'IN THE TOP AND CENTER OF THE NORTHEAST HEAD WALL OF A CONCRETE
 AW3065'CULVERT, 58 1/2 FEET WEST OF A 24-INCH GUM TREE, AND ABOUT LEVEL WITH
 AW3065'THE ROAD.
 AW3065
 AW3065                          STATION RECOVERY (1991)
 AW3065
 AW3065'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7035 ***********************************************************************
 AW7035  DESIGNATION -  H 663 RESET
 AW7035  PID         -  AW7035
 AW7035  STATE/COUNTY-  TX/LIBERTY
 AW7035  USGS QUAD   -  SHILOH (1993)
 AW7035
 AW7035                         *CURRENT SURVEY CONTROL
 AW7035  ___________________________________________________________________
 AW7035* NAD 83(1986)-  29 59 48.     (N)    094 44 51.     (W)     SCALED    
 AW7035* NAVD 88     -         5.18   (+/-2cm)      17.0    (feet)  VERTCON   
 AW7035  ___________________________________________________________________
 AW7035  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW7035
 AW7035  VERT ORDER  -  THIRD (See Below)
 AW7035
 AW7035.The horizontal coordinates were scaled from a topographic map and have
 AW7035.an estimated accuracy of +/- 6 seconds.
 AW7035
 AW7035.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7035.The vertical order pertains to the NGVD 29 superseded value.
 AW7035
 AW7035.The geoid height was determined by GEOID03.
 AW7035
 AW7035;                    North         East    Units  Estimated Accuracy
 AW7035;SPC TX C     - 3,050,110.    1,238,770.      MT  (+/- 180 meters Scaled)
 AW7035
 AW7035                          SUPERSEDED SURVEY CONTROL
 AW7035
 AW7035  NGVD 29 (01/29/03)    5.19   (m)           17.0    (f) RESET       3  
 AW7035
 AW7035.Superseded values are not recommended for survey control.
 AW7035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7035.See file dsdata.txt to determine how the superseded data were derived.
 AW7035
 AW7035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP314197(NAD 83)
 AW7035_MARKER: DB = BENCH MARK DISK
 AW7035_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW7035_SP_SET: CULVERT
 AW7035_STAMPING: H 663 RESET 1980
 AW7035_MARK LOGO: NGS   
 AW7035_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7035+STABILITY: SURFACE MOTION
 AW7035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7035+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 AW7035
 AW7035  HISTORY     - Date     Condition        Report By
 AW7035  HISTORY     - 1980     MONUMENTED       TXHD
 AW7035  HISTORY     - 20050306 GOOD             USPSQD
 AW7035
 AW7035                          STATION DESCRIPTION
 AW7035
 AW7035'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1980
 AW7035'ABOUT 0.8 MI (1.3 KM) EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND
 AW7035'NEW ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 5.45 MI
 AW7035'(8.77 KM) SOUTHEAST ALONG FARM ROAD 563, 28.0 FT (8.5 M) NORTHEAST OF
 AW7035'THE CENTER LINE OF THE ROAD.
 AW7035
 AW7035                          STATION RECOVERY (2005)
 AW7035
 AW7035'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW7035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2890 ***********************************************************************
 AW2890  DESIGNATION -  H 665
 AW2890  PID         -  AW2890
 AW2890  STATE/COUNTY-  TX/CHAMBERS
 AW2890  USGS QUAD   -  MOSS BLUFF (1993)
 AW2890
 AW2890                         *CURRENT SURVEY CONTROL
 AW2890  ___________________________________________________________________
 AW2890* NAD 83(1986)-  29 53 02.     (N)    094 48 51.     (W)     SCALED    
 AW2890* NAVD 88     -         9.61   (+/-2cm)      31.5    (feet)  VERTCON   
 AW2890  ___________________________________________________________________
 AW2890  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW2890
 AW2890  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2890
 AW2890.The horizontal coordinates were scaled from a topographic map and have
 AW2890.an estimated accuracy of +/- 6 seconds.
 AW2890
 AW2890.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2890.The vertical order pertains to the NGVD 29 superseded value.
 AW2890
 AW2890.The geoid height was determined by GEOID03.
 AW2890
 AW2890;                    North         East    Units  Estimated Accuracy
 AW2890;SPC TXSC     - 4,234,490.    1,004,220.      MT  (+/- 180 meters Scaled)
 AW2890
 AW2890                          SUPERSEDED SURVEY CONTROL
 AW2890
 AW2890  NGVD 29 (??/??/92)    9.614  (m)           31.54   (f) ADJ UNCH    1 2
 AW2890
 AW2890.Superseded values are not recommended for survey control.
 AW2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2890.See file dsdata.txt to determine how the superseded data were derived.
 AW2890
 AW2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP248073(NAD 83)
 AW2890_MARKER: DB = BENCH MARK DISK
 AW2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2890_STAMPING: H 665 1942
 AW2890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2890+STABILITY: SURFACE MOTION
 AW2890
 AW2890  HISTORY     - Date     Condition        Report By
 AW2890  HISTORY     - 1942     MONUMENTED       CGS
 AW2890  HISTORY     - 1963     GOOD             NGS
 AW2890  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2890  HISTORY     - 19970828 POOR             USPSQD
 AW2890  HISTORY     - 20050208 MARK NOT FOUND   USPSQD
 AW2890
 AW2890                          STATION DESCRIPTION
 AW2890
 AW2890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW2890'5.35 MI NW FROM COVE.
 AW2890'ABOUT 3.6 MILES NORTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE
 AW2890'HIGHWAY 10 OVERPASS AT COVE, THENCE 1.75 MILES NORTHEAST ALONG FARM
 AW2890'ROAD 1409, 0.2 MILE SOUTH OF THE CHAMBERS-LIBERTY COUNTY LINE, 177
 AW2890'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AT A CURVE, 80 FEET
 AW2890'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, IN A STOCK PEN, 8
 AW2890'FEET EAST OF A BOARD FENCE, 6 1/2 FEET SOUTH OF A BOARD FENCE, 2 FEET
 AW2890'EAST OF A POWER POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW2890'7 INCHES.
 AW2890
 AW2890                          STATION RECOVERY (1990)
 AW2890
 AW2890'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2890'MARK NOT FOUND.
 AW2890
 AW2890                          STATION RECOVERY (1997)
 AW2890
 AW2890'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2890'MARK RECOVERED IN POOR CONDITION.
 AW2890
 AW2890                          STATION RECOVERY (2005)
 AW2890
 AW2890'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0811 ***********************************************************************
 AW0811  DESIGNATION -  H 667
 AW0811  PID         -  AW0811
 AW0811  STATE/COUNTY-  TX/HARRIS
 AW0811  USGS QUAD   -  HUMBLE (1995)
 AW0811
 AW0811                         *CURRENT SURVEY CONTROL
 AW0811  ___________________________________________________________________
 AW0811* NAD 83(1986)-  29 58 15.     (N)    095 15 47.     (W)     SCALED    
 AW0811* NAVD 88     -        23.610  (meters)      77.46   (feet)  ADJUSTED  
 AW0811  ___________________________________________________________________
 AW0811  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW0811  DYNAMIC HT  -          23.578 (meters)      77.36  (feet)  COMP
 AW0811  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 AW0811
 AW0811  VERT ORDER  -  FIRST     CLASS II
 AW0811
 AW0811.The horizontal coordinates were scaled from a topographic map and have
 AW0811.an estimated accuracy of +/- 6 seconds.
 AW0811
 AW0811.The orthometric height was determined by differential leveling
 AW0811.and adjusted by the National Geodetic Survey in June 1991..
 AW0811
 AW0811.The geoid height was determined by GEOID03.
 AW0811
 AW0811.The dynamic height is computed by dividing the NAVD 88
 AW0811.geopotential number by the normal gravity value computed on the
 AW0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0811.degrees latitude (g = 980.6199 gals.).
 AW0811
 AW0811.The modeled gravity was interpolated from observed gravity values.
 AW0811
 AW0811;                    North         East    Units  Estimated Accuracy
 AW0811;SPC TXSC     - 4,242,660.      960,580.      MT  (+/- 180 meters Scaled)
 AW0811
 AW0811                          SUPERSEDED SURVEY CONTROL
 AW0811
 AW0811  NGVD 29 (12/23/87)   23.608  (m)           77.45   (f) ADJUSTED    1 2
 AW0811
 AW0811.Superseded values are not recommended for survey control.
 AW0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0811.See file dsdata.txt to determine how the superseded data were derived.
 AW0811
 AW0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP816177(NAD 83)
 AW0811_MARKER: DB = BENCH MARK DISK
 AW0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0811_SP_SET: CONCRETE POST
 AW0811_STAMPING: H 667 1942
 AW0811_MARK LOGO: CGS   
 AW0811_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0811+STABILITY: SURFACE MOTION
 AW0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0811+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AW0811
 AW0811  HISTORY     - Date     Condition        Report By
 AW0811  HISTORY     - 1942     MONUMENTED       CGS
 AW0811  HISTORY     - 1954     GOOD             NGS
 AW0811  HISTORY     - 1978     GOOD             NGS
 AW0811  HISTORY     - 1987     GOOD             NGS
 AW0811  HISTORY     - 19941009 GOOD             NGS
 AW0811  HISTORY     - 20040330 GOOD             USPSQD
 AW0811  HISTORY     - 20051015 GOOD             USPSQD
 AW0811
 AW0811                          STATION DESCRIPTION
 AW0811
 AW0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW0811'2.2 MI S FROM HUMBLE.
 AW0811'0.45 MILE EAST ALONG BARRETT STREET FROM THE POST OFFICE AT HUMBLE,
 AW0811'THENCE 1.75 MILES SOUTH ALONG OLD HUMBLE ROAD, 142 FEET WEST OF THE
 AW0811'WEST SIDE OF A WHITE TWO STORY FARMHOUSE, 68.5 FEET NORTHWEST OF A
 AW0811'POWER POLE, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.6 FEET WEST
 AW0811'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 AW0811'ABOVE THE GROUND.
 AW0811
 AW0811                          STATION RECOVERY (1978)
 AW0811
 AW0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0811'RECOVERED IN GOOD CONDITION.
 AW0811
 AW0811                          STATION RECOVERY (1987)
 AW0811
 AW0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0811'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--16.2
 AW0811'M (53.1 FT) SOUTH OF THE CENTER OF A PAVED ROAD LEADING WEST TO THE
 AW0811'CEDAR POND SUB-DIVISION.  DELETE--142 FEET WEST OF THE WEST SIDE OF A
 AW0811'WHITE TWO STORY FARMHOUSE.
 AW0811
 AW0811                          STATION RECOVERY (1994)
 AW0811
 AW0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW0811'0.2 KM (0.10 MI) WESTERLY ALONG FIRST STREET FROM THE POST OFFICE IN
 AW0811'HUMBLE, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG HOUSTON AVENUE AND
 AW0811'THEN OLD HUMBLE ROAD, 15.5 M (50.9 FT) SOUTH OF THE CENTER OF AN
 AW0811'ENTRANCE ROAD LEADING TO THE CEDAR PONDS SUBDIVISION, 8.8 M (28.9 FT)
 AW0811'WEST OF THE ROAD CENTERLINE, 4.6 M (15.1 FT) SOUTH OF UTILITY LIGTH
 AW0811'POLE NUMBER 320948, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.3 M (1.0
 AW0811'FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE
 AW0811'GROUND SURFACE.
 AW0811
 AW0811                          STATION RECOVERY (2004)
 AW0811
 AW0811'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0811'RECOVERED IN GOOD CONDITION.
 AW0811
 AW0811                          STATION RECOVERY (2005)
 AW0811
 AW0811'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0811'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2096 ***********************************************************************
 AW2096  DESIGNATION -  H 668
 AW2096  PID         -  AW2096
 AW2096  STATE/COUNTY-  TX/BRAZORIA
 AW2096  USGS QUAD   -  JULIFF (1974)
 AW2096
 AW2096                         *CURRENT SURVEY CONTROL
 AW2096  ___________________________________________________________________
 AW2096* NAD 83(1986)-  29 29 25.     (N)    095 25 59.     (W)     SCALED    
 AW2096* NAVD 88     -        17.85   (+/-2cm)      58.6    (feet)  VERTCON   
 AW2096  ___________________________________________________________________
 AW2096  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW2096
 AW2096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2096
 AW2096.The horizontal coordinates were scaled from a topographic map and have
 AW2096.an estimated accuracy of +/- 6 seconds.
 AW2096
 AW2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2096.The vertical order pertains to the NGVD 29 superseded value.
 AW2096
 AW2096.The geoid height was determined by GEOID03.
 AW2096
 AW2096;                    North         East    Units  Estimated Accuracy
 AW2096;SPC TXSC     - 4,188,910.      945,810.      MT  (+/- 180 meters Scaled)
 AW2096
 AW2096                          SUPERSEDED SURVEY CONTROL
 AW2096
 AW2096  NGVD 29 (??/??/92)   17.848  (m)           58.56   (f) ADJ UNCH    2 0
 AW2096
 AW2096.Superseded values are not recommended for survey control.
 AW2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2096.See file dsdata.txt to determine how the superseded data were derived.
 AW2096
 AW2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN641647(NAD 83)
 AW2096_MARKER: DB = BENCH MARK DISK
 AW2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2096_STAMPING: H 668 1942
 AW2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2096+STABILITY: SURFACE MOTION
 AW2096
 AW2096  HISTORY     - Date     Condition        Report By
 AW2096  HISTORY     - 1942     MONUMENTED       CGS
 AW2096  HISTORY     - 1943     GOOD             NGS
 AW2096  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2096
 AW2096                          STATION DESCRIPTION
 AW2096
 AW2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW2096'5.0 MI W FROM MANVEL.
 AW2096'5.0 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW2096'STATION AT MANVEL, BRAZORIA COUNTY, 3-1/2 FEET WEST OF MILE POLE 41,
 AW2096'40.6 FEET SOUTH OF THE SOUTH RAIL, 25 FEET NORTH OF THE CENTERLINE OF
 AW2096'A DIRT ROAD, 5.3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 3.5 FEET EAST
 AW2096'OF A WHITE WOODEN WITNESS POST, 5 FEET LOWER THAN THE TRACK AND SET IN
 AW2096'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AW2096
 AW2096                          STATION RECOVERY (1943)
 AW2096
 AW2096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW2096'RECOVERED IN GOOD CONDITION.
 AW2096
 AW2096                          STATION RECOVERY (1978)
 AW2096
 AW2096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2096'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2057 ***********************************************************************
 BY2057  DESIGNATION -  H 67
 BY2057  PID         -  BY2057
 BY2057  STATE/COUNTY-  TX/ANDERSON
 BY2057  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2057
 BY2057                         *CURRENT SURVEY CONTROL
 BY2057  ___________________________________________________________________
 BY2057* NAD 83(1986)-  31 43 06.     (N)    095 41 06.     (W)     SCALED    
 BY2057* NAVD 88     -       102.881  (meters)     337.54   (feet)  ADJUSTED  
 BY2057  ___________________________________________________________________
 BY2057  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BY2057  DYNAMIC HT  -         102.756 (meters)     337.13  (feet)  COMP
 BY2057  MODELED GRAV-     979,421.3   (mgal)                       NAVD 88
 BY2057
 BY2057  VERT ORDER  -  FIRST     CLASS II
 BY2057
 BY2057.The horizontal coordinates were scaled from a topographic map and have
 BY2057.an estimated accuracy of +/- 6 seconds.
 BY2057
 BY2057.The orthometric height was determined by differential leveling
 BY2057.and adjusted by the National Geodetic Survey in June 1991..
 BY2057
 BY2057.The geoid height was determined by GEOID03.
 BY2057
 BY2057.The dynamic height is computed by dividing the NAVD 88
 BY2057.geopotential number by the normal gravity value computed on the
 BY2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2057.degrees latitude (g = 980.6199 gals.).
 BY2057
 BY2057.The modeled gravity was interpolated from observed gravity values.
 BY2057
 BY2057;                    North         East    Units  Estimated Accuracy
 BY2057;SPC TX C     - 3,236,650.    1,140,430.      MT  (+/- 180 meters Scaled)
 BY2057
 BY2057                          SUPERSEDED SURVEY CONTROL
 BY2057
 BY2057  NGVD 29 (??/??/92)  102.855  (m)          337.45   (f) ADJ UNCH    1 2
 BY2057
 BY2057.Superseded values are not recommended for survey control.
 BY2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2057.See file dsdata.txt to determine how the superseded data were derived.
 BY2057
 BY2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR455123(NAD 83)
 BY2057_MARKER: DB = BENCH MARK DISK
 BY2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2057_STAMPING: H 67 1929 ELEV 337.375
 BY2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2057+STABILITY: SURFACE MOTION
 BY2057
 BY2057  HISTORY     - Date     Condition        Report By
 BY2057  HISTORY     - 1929     MONUMENTED       CGS
 BY2057  HISTORY     - 1952     GOOD             NGS
 BY2057  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2057  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2057
 BY2057                          STATION DESCRIPTION
 BY2057
 BY2057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2057'4.35 MI SW FROM PALESTINE.
 BY2057'0.75 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2057'RAILROAD FROM THE STATION AT PALESTINE, THENCE 2.7 MILES SOUTHWEST
 BY2057'ALONG U.S. HIGHWAYS 79 AND 84, THENCE 0.3 MILE SOUTH ALONG A GRAVELED
 BY2057'ROAD, THENCE 0.6 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT
 BY2057'NORTHERN RAILROAD, 49 FEET SOUTH OF THE 2ND POLE SOUTHWEST OF MILEPOST
 BY2057'4-10, 39 FEET SOUTHEAST OF THE CENTER LINE OF AN ABANDONED ROAD
 BY2057'CROSSING, 140 FEET NORTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED
 BY2057'FARMHOUSE, 39 FEET SOUTHWEST OF THE CENTER OF A STEEL GATE, 27.8 FEET
 BY2057'EAST OF THE EAST RAIL, 19 FEET WEST OF A FENCE, 3 FEET SOUTH OF A
 BY2057'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0
 BY2057'FOOT ABOVE THE GROUND.
 BY2057
 BY2057                          STATION RECOVERY (1977)
 BY2057
 BY2057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2057'MARK NOT FOUND.
 BY2057
 BY2057                          STATION RECOVERY (1980)
 BY2057
 BY2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0039 ***********************************************************************
 AZ0039  DESIGNATION -  H 67
 AZ0039  PID         -  AZ0039
 AZ0039  STATE/COUNTY-  TX/EDWARDS
 AZ0039  USGS QUAD   -  CAMP WOOD (1973)
 AZ0039
 AZ0039                         *CURRENT SURVEY CONTROL
 AZ0039  ___________________________________________________________________
 AZ0039* NAD 83(1986)-  29 43 29.     (N)    100 02 02.     (W)     SCALED    
 AZ0039* NAVD 88     -       459.330  (meters)    1506.99   (feet)  ADJUSTED  
 AZ0039  ___________________________________________________________________
 AZ0039  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 AZ0039  DYNAMIC HT  -         458.652 (meters)    1504.76  (feet)  COMP
 AZ0039  MODELED GRAV-     979,153.4   (mgal)                       NAVD 88
 AZ0039
 AZ0039  VERT ORDER  -  SECOND    CLASS 0
 AZ0039
 AZ0039.The horizontal coordinates were scaled from a topographic map and have
 AZ0039.an estimated accuracy of +/- 6 seconds.
 AZ0039
 AZ0039.The orthometric height was determined by differential leveling
 AZ0039.and adjusted by the National Geodetic Survey in June 1991..
 AZ0039
 AZ0039.The geoid height was determined by GEOID03.
 AZ0039
 AZ0039.The dynamic height is computed by dividing the NAVD 88
 AZ0039.geopotential number by the normal gravity value computed on the
 AZ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0039.degrees latitude (g = 980.6199 gals.).
 AZ0039
 AZ0039.The modeled gravity was interpolated from observed gravity values.
 AZ0039
 AZ0039;                    North         East    Units  Estimated Accuracy
 AZ0039;SPC TXSC     - 4,210,060.      499,980.      MT  (+/- 180 meters Scaled)
 AZ0039
 AZ0039                          SUPERSEDED SURVEY CONTROL
 AZ0039
 AZ0039  NGVD 29 (??/??/92)  459.265  (m)         1506.77   (f) ADJ UNCH    2 0
 AZ0039
 AZ0039.Superseded values are not recommended for survey control.
 AZ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0039.See file dsdata.txt to determine how the superseded data were derived.
 AZ0039
 AZ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT000887(NAD 83)
 AZ0039_MARKER: DD = SURVEY DISK
 AZ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0039_STAMPING: H 67 1923
 AZ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0039+STABILITY: SURFACE MOTION
 AZ0039
 AZ0039  HISTORY     - Date     Condition        Report By
 AZ0039  HISTORY     - 1923     MONUMENTED       USGS
 AZ0039  HISTORY     - 1940     GOOD             NGS
 AZ0039
 AZ0039                          STATION DESCRIPTION
 AZ0039
 AZ0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0039'4.1 MI NW FROM CAMP WOOD.
 AZ0039'IN EDWARDS COUNTY, 4.1 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE
 AZ0039'UVALDE AND NORTHERN RAILWAY STATION AT CAMP WOOD, REAL COUNTY, AT THE
 AZ0039'SOUTH EDGE OF BARKSDALE, AT THE NORTHWEST CORNER OF THE L.V. WALLACE
 AZ0039'YARD, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH
 AZ0039'OF A POINT 2 FEET EAST OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL
 AZ0039'SURVEY STANDARD DISK, STAMPED H 67 1923 AND SET IN THE TOP OF A
 AZ0039'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6806 ***********************************************************************
 AW6806  DESIGNATION -  H 67 TX
 AW6806  PID         -  AW6806
 AW6806  STATE/COUNTY-  TX/BRAZORIA
 AW6806  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6806
 AW6806                         *CURRENT SURVEY CONTROL
 AW6806  ___________________________________________________________________
 AW6806* NAD 83(1993)-  29 03 45.99155(N)    095 08 11.35251(W)     ADJUSTED  
 AW6806* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 AW6806  ___________________________________________________________________
 AW6806  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AW6806  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AW6806
 AW6806  HORZ ORDER  -  THIRD
 AW6806
 AW6806.The horizontal coordinates were established by classical geodetic methods
 AW6806.and adjusted by the National Geodetic Survey in February 1996..
 AW6806
 AW6806.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6806
 AW6806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6806
 AW6806.The geoid height was determined by GEOID03.
 AW6806
 AW6806;                    North         East     Units Scale Factor Converg.
 AW6806;SPC TXSC     - 4,142,468.262   976,113.168   MT  0.99987445   +1 53 34.0
 AW6806;SPC TXSC     -13,590,747.96  3,202,464.62   sFT  0.99987445   +1 53 34.0
 AW6806;UTM  15      - 3,216,824.947   292,006.547   MT  1.00013387   -1 02 17.6
 AW6806
 AW6806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6806!SPC TXSC     -   1.00000384  x   0.99987445  =   0.99987829
 AW6806!UTM  15      -   1.00000384  x   1.00013387  =   1.00013771
 AW6806
 AW6806:                Primary Azimuth Mark                     Grid Az
 AW6806:SPC TXSC     -  H 68 TX                                  226 39 30.0
 AW6806:UTM  15      -  H 68 TX                                  229 35 21.6
 AW6806
 AW6806|---------------------------------------------------------------------|
 AW6806| PID    Reference Object                     Distance      Geod. Az  |
 AW6806|                                                           dddmmss.s |
 AW6806| AW6807 H 68 TX                             APPROX. 1.5 KM 2283304.0 |
 AW6806|---------------------------------------------------------------------|
 AW6806
 AW6806                          SUPERSEDED SURVEY CONTROL
 AW6806
 AW6806  NAD 83(1986)-  29 03 46.00171(N)    095 08 11.33321(W) AD(       ) 3
 AW6806  NAD 27      -  29 03 45.12568(N)    095 08 10.58776(W) AD(       ) 3
 AW6806  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 AW6806
 AW6806.Superseded values are not recommended for survey control.
 AW6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6806.See file dsdata.txt to determine how the superseded data were derived.
 AW6806
 AW6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9200716825(NAD 83)
 AW6806_MARKER: DD = SURVEY DISK
 AW6806_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6806_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6806+STABILITY: SURFACE MOTION
 AW6806
 AW6806  HISTORY     - Date     Condition        Report By
 AW6806  HISTORY     - 1979     MONUMENTED       NOS
 AW6806  HISTORY     - 1982     GOOD             NOS
 AW6806  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 AW6806  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6806  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6806
 AW6806                          STATION DESCRIPTION
 AW6806
 AW6806'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6806'THE STATION IS LOCATED 1.3 MILES SOUTHWEST OF THE SOUTH SIDE OF
 AW6806'SAN LUIS PASS.
 AW6806'
 AW6806'TO REACH FROM THE S.W. END OF SAN LUIS PASS BRIDGE, GO SOUTH ON
 AW6806'COUNTY ROAD 257 FOR 1.3 MILES TO THE STATION ON THE LEFT.
 AW6806'
 AW6806'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 67 TX 1979---,
 AW6806'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDED IN CONCRETE
 AW6806'AND PROJECTING 4 INCHES. IT IS 101 FEET NORTH-NORTHEAST OF
 AW6806'POWER POLE NO. 40-C4, WITH GUYWIRE, 60 FEET SOUTHEAST OF THE
 AW6806'CENTERLINE OF COUNTY ROAD 257 AND 2 FEET WEST-NORTHWEST OF A
 AW6806'WOODEN POST WITH SIGN ATTACHED.
 AW6806'
 AW6806'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AW6806
 AW6806                          STATION RECOVERY (1982)
 AW6806
 AW6806'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6806'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6806
 AW6806                          STATION RECOVERY (1996)
 AW6806
 AW6806'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6806'MARK NOT FOUND.
 AW6806
 AW6806                          STATION RECOVERY (2004)
 AW6806
 AW6806'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6806' 
 AW6806' 
 AW6806
 AW6806                          STATION RECOVERY (2005)
 AW6806
 AW6806'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1029 ***********************************************************************
 AB1029  DESIGNATION -  H 670
 AB1029  PID         -  AB1029
 AB1029  STATE/COUNTY-  TX/KENEDY
 AB1029  USGS QUAD   -  SALTILLO WELL (1975)
 AB1029
 AB1029                         *CURRENT SURVEY CONTROL
 AB1029  ___________________________________________________________________
 AB1029* NAD 83(1986)-  26 45 49.     (N)    097 40 59.     (W)     SCALED    
 AB1029* NAVD 88     -         7.106  (meters)      23.31   (feet)  ADJUSTED  
 AB1029  ___________________________________________________________________
 AB1029  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AB1029  DYNAMIC HT  -           7.094 (meters)      23.27  (feet)  COMP
 AB1029  MODELED GRAV-     979,072.4   (mgal)                       NAVD 88
 AB1029
 AB1029  VERT ORDER  -  SECOND    CLASS 0
 AB1029
 AB1029.The horizontal coordinates were scaled from a topographic map and have
 AB1029.an estimated accuracy of +/- 6 seconds.
 AB1029
 AB1029.The orthometric height was determined by differential leveling
 AB1029.and adjusted by the National Geodetic Survey in June 1991..
 AB1029
 AB1029.The geoid height was determined by GEOID03.
 AB1029
 AB1029.The dynamic height is computed by dividing the NAVD 88
 AB1029.geopotential number by the normal gravity value computed on the
 AB1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1029.degrees latitude (g = 980.6199 gals.).
 AB1029
 AB1029.The modeled gravity was interpolated from observed gravity values.
 AB1029
 AB1029;                    North         East    Units  Estimated Accuracy
 AB1029;SPC TX S     - 5,121,800.      381,250.      MT  (+/- 180 meters Scaled)
 AB1029
 AB1029                          SUPERSEDED SURVEY CONTROL
 AB1029
 AB1029  NGVD 29 (??/??/92)    7.188  (m)           23.58   (f) ADJ UNCH    2 0
 AB1029
 AB1029.Superseded values are not recommended for survey control.
 AB1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1029.See file dsdata.txt to determine how the superseded data were derived.
 AB1029
 AB1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ309609(NAD 83)
 AB1029_MARKER: DB = BENCH MARK DISK
 AB1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1029_STAMPING: H 670 1942
 AB1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1029+STABILITY: SURFACE MOTION
 AB1029
 AB1029  HISTORY     - Date     Condition        Report By
 AB1029  HISTORY     - 1942     MONUMENTED       CGS
 AB1029
 AB1029                          STATION DESCRIPTION
 AB1029
 AB1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1029'1.4 MI E FROM NORIAS RANCH.
 AB1029'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1029'TRACK ROAD TO THE TOTACHE WINDMILL AND GO 1.4 MILES TO A GATE IN A
 AB1029'NORTH-SOUTH FENCE AND SITE OF BENCH MARK.  BENCH MARK IS 14.0 FEET
 AB1029'SOUTH OF THE CENTERLINE OF THE ROAD AT THE GATE, 3.0 FEET NORTH OF A 4
 AB1029'BY 4 INCH WOODEN MARKER POST AND 1.5 FEET EAST OF THE FENCE. MONUMENT
 AB1029'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0497 ***********************************************************************
 AB0497  DESIGNATION -  H 671 RESET 1964
 AB0497  PID         -  AB0497
 AB0497  STATE/COUNTY-  TX/WILLACY
 AB0497  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0497
 AB0497                         *CURRENT SURVEY CONTROL
 AB0497  ___________________________________________________________________
 AB0497* NAD 83(1986)-  26 28 51.     (N)    097 39 53.     (W)     SCALED    
 AB0497* NAVD 88     -         6.61   (meters)      21.7    (feet)  RESET     
 AB0497  ___________________________________________________________________
 AB0497  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AB0497
 AB0497  VERT ORDER  -  THIRD
 AB0497
 AB0497.The horizontal coordinates were scaled from a topographic map and have
 AB0497.an estimated accuracy of +/- 6 seconds.
 AB0497
 AB0497.The orthometric height was computed from unverified reset data.
 AB0497
 AB0497.The geoid height was determined by GEOID03.
 AB0497
 AB0497;                    North         East    Units  Estimated Accuracy
 AB0497;SPC TX S     - 5,090,480.      383,280.      MT  (+/- 180 meters Scaled)
 AB0497
 AB0497                          SUPERSEDED SURVEY CONTROL
 AB0497
 AB0497.No superseded survey control is available for this station.
 AB0497
 AB0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ330296(NAD 83)
 AB0497_MARKER: DB = BENCH MARK DISK
 AB0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0497_SP_SET: CULVERT
 AB0497_STAMPING: H 671 RESET 1964
 AB0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0497
 AB0497  HISTORY     - Date     Condition        Report By
 AB0497  HISTORY     - 1964     MONUMENTED       CGS
 AB0497  HISTORY     - 1987     GOOD             USPSQD
 AB0497  HISTORY     - 1988     GOOD             USPSQD
 AB0497  HISTORY     - 1988     GOOD             USPSQD
 AB0497
 AB0497                          STATION DESCRIPTION
 AB0497
 AB0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AB0497'7.5 MI E FROM RAYMONDVILLE.
 AB0497'ABOUT 7.5 MILES EAST ALONG STATE HIGHWAY 186 FROM THE JUNCTION OF U.S.
 AB0497'HIGHWAY 77 AND STATE HIGHWAY 186 IN RAYMONDVILLE.  23.4 FEET SOUTH OF
 AB0497'THE CENTER LINE OF HIGHWAY, AT TEXAS HIGHWAY DEPARTMENT BASE LINE
 AB0497'STATION 385 + 12. AT A CONCRETE CULVERT AND IN THE TOP OF THE SOUTH
 AB0497'HEADWALL.  A STANDARD DISK STAMPED H 671 RESET 1964.
 AB0497
 AB0497                          STATION RECOVERY (1987)
 AB0497
 AB0497'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0497'RECOVERED IN GOOD CONDITION.
 AB0497
 AB0497                          STATION RECOVERY (1988)
 AB0497
 AB0497'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEC)
 AB0497'RECOVERED IN GOOD CONDITION.
 AB0497
 AB0497                          STATION RECOVERY (1988)
 AB0497
 AB0497'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1065 ***********************************************************************
 AB1065  DESIGNATION -  H 672
 AB1065  PID         -  AB1065
 AB1065  STATE/COUNTY-  TX/KENEDY
 AB1065  USGS QUAD   -  LOS AMIGOS WINDMILL (1975)
 AB1065
 AB1065                         *CURRENT SURVEY CONTROL
 AB1065  ___________________________________________________________________
 AB1065* NAD 83(1986)-  26 47 27.     (N)    097 35 56.     (W)     SCALED    
 AB1065* NAVD 88     -         7.324  (meters)      24.03   (feet)  ADJUSTED  
 AB1065  ___________________________________________________________________
 AB1065  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AB1065  DYNAMIC HT  -           7.312 (meters)      23.99  (feet)  COMP
 AB1065  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 AB1065
 AB1065  VERT ORDER  -  SECOND    CLASS 0
 AB1065
 AB1065.The horizontal coordinates were scaled from a topographic map and have
 AB1065.an estimated accuracy of +/- 6 seconds.
 AB1065
 AB1065.The orthometric height was determined by differential leveling
 AB1065.and adjusted by the National Geodetic Survey in June 1991..
 AB1065
 AB1065.The geoid height was determined by GEOID03.
 AB1065
 AB1065.The dynamic height is computed by dividing the NAVD 88
 AB1065.geopotential number by the normal gravity value computed on the
 AB1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1065.degrees latitude (g = 980.6199 gals.).
 AB1065
 AB1065.The modeled gravity was interpolated from observed gravity values.
 AB1065
 AB1065;                    North         East    Units  Estimated Accuracy
 AB1065;SPC TX S     - 5,124,870.      389,600.      MT  (+/- 180 meters Scaled)
 AB1065
 AB1065                          SUPERSEDED SURVEY CONTROL
 AB1065
 AB1065  NGVD 29 (??/??/92)    7.407  (m)           24.30   (f) ADJ UNCH    2 0
 AB1065
 AB1065.Superseded values are not recommended for survey control.
 AB1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1065.See file dsdata.txt to determine how the superseded data were derived.
 AB1065
 AB1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ392640(NAD 83)
 AB1065_MARKER: DB = BENCH MARK DISK
 AB1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1065_STAMPING: H 672 1942
 AB1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1065+STABILITY: SURFACE MOTION
 AB1065
 AB1065  HISTORY     - Date     Condition        Report By
 AB1065  HISTORY     - 1942     MONUMENTED       CGS
 AB1065  HISTORY     - 1950     GOOD             NGS
 AB1065
 AB1065                          STATION DESCRIPTION
 AB1065
 AB1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1065'8.4 MI NE FROM NORIAS RANCH.
 AB1065'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1065'TRACK ROAD AND GO 1.4 MILES TO A GATE AND FORK IN ROAD, PASS THROUGH
 AB1065'GATE AND TAKE LEFT FORK (ROAD TO SANTA CRUZ WINDMILL), CONTINUE
 AB1065'NORTHEASTERLY 7.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 15.0
 AB1065'FEET SOUTH OF AND ABOUT THE SAME ELEVATIOIN AS THE CENTERLINE OF THE
 AB1065'ROAD, 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST AND IN A SMALL
 AB1065'OPEN FLAT.
 AB1065
 AB1065                          STATION RECOVERY (1950)
 AB1065
 AB1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1073 ***********************************************************************
 AB1073  DESIGNATION -  H 673
 AB1073  PID         -  AB1073
 AB1073  STATE/COUNTY-  TX/KENEDY
 AB1073  USGS QUAD   -  SAN PERLITA NORTH (1975)
 AB1073
 AB1073                         *CURRENT SURVEY CONTROL
 AB1073  ___________________________________________________________________
 AB1073* NAD 83(1986)-  26 35 55.     (N)    097 42 17.     (W)     SCALED    
 AB1073* NAVD 88     -         7.718  (meters)      25.32   (feet)  ADJUSTED  
 AB1073  ___________________________________________________________________
 AB1073  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AB1073  DYNAMIC HT  -           7.705 (meters)      25.28  (feet)  COMP
 AB1073  MODELED GRAV-     979,059.7   (mgal)                       NAVD 88
 AB1073
 AB1073  VERT ORDER  -  SECOND    CLASS 0
 AB1073
 AB1073.The horizontal coordinates were scaled from a topographic map and have
 AB1073.an estimated accuracy of +/- 6 seconds.
 AB1073
 AB1073.The orthometric height was determined by differential leveling
 AB1073.and adjusted by the National Geodetic Survey in June 1991..
 AB1073
 AB1073.The geoid height was determined by GEOID03.
 AB1073
 AB1073.The dynamic height is computed by dividing the NAVD 88
 AB1073.geopotential number by the normal gravity value computed on the
 AB1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1073.degrees latitude (g = 980.6199 gals.).
 AB1073
 AB1073.The modeled gravity was interpolated from observed gravity values.
 AB1073
 AB1073;                    North         East    Units  Estimated Accuracy
 AB1073;SPC TX S     - 5,103,500.      379,210.      MT  (+/- 180 meters Scaled)
 AB1073
 AB1073                          SUPERSEDED SURVEY CONTROL
 AB1073
 AB1073  NGVD 29 (??/??/92)    7.787  (m)           25.55   (f) ADJ UNCH    2 0
 AB1073
 AB1073.Superseded values are not recommended for survey control.
 AB1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1073.See file dsdata.txt to determine how the superseded data were derived.
 AB1073
 AB1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ289426(NAD 83)
 AB1073_MARKER: DB = BENCH MARK DISK
 AB1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1073_STAMPING: H 673 1942
 AB1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1073+STABILITY: SURFACE MOTION
 AB1073
 AB1073  HISTORY     - Date     Condition        Report By
 AB1073  HISTORY     - 1942     MONUMENTED       CGS
 AB1073
 AB1073                          STATION DESCRIPTION
 AB1073
 AB1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1073'11.7 MI NE FROM RAYMONDVILLE.
 AB1073'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB1073'PROCEED NORTHERLY ON STATE HIGHWAY NO. 96, GO 7.9 MILES TO THE
 AB1073'KENEDY-WILLACY COUNTY LINE, TURN EAST (RIGHT) ONTO TRAIL ALONG THE
 AB1073'NORTH SIDE OF THE COUNTY LINE FENCE AND GO 3.8 MILES TO SITE OF BENCH
 AB1073'MARK.  BENCH MARK IS 2.0 MILES WEST OF THE SAUZ RANCH LINE FENCE,
 AB1073'ABOUT 0.1 MILE WEST OF THE INTERSECTION OF A TRAIL LEADING NORTH FROM
 AB1073'THE COUNTY LINE FENCE, 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER
 AB1073'POST AND 1.5 FEET NORTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0533 ***********************************************************************
 AB0533  DESIGNATION -  H 674 RESET 1950
 AB0533  PID         -  AB0533
 AB0533  STATE/COUNTY-  TX/WILLACY
 AB0533  USGS QUAD   -  WILLAMAR SW (1983)
 AB0533
 AB0533                         *CURRENT SURVEY CONTROL
 AB0533  ___________________________________________________________________
 AB0533* NAD 83(1986)-  26 21 26.     (N)    097 39 42.     (W)     SCALED    
 AB0533* NAVD 88     -         7.721  (meters)      25.33   (feet)  ADJUSTED  
 AB0533  ___________________________________________________________________
 AB0533  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AB0533  DYNAMIC HT  -           7.709 (meters)      25.29  (feet)  COMP
 AB0533  MODELED GRAV-     979,048.3   (mgal)                       NAVD 88
 AB0533
 AB0533  VERT ORDER  -  FIRST     CLASS II
 AB0533
 AB0533.The horizontal coordinates were scaled from a topographic map and have
 AB0533.an estimated accuracy of +/- 6 seconds.
 AB0533
 AB0533.The orthometric height was determined by differential leveling
 AB0533.and adjusted by the National Geodetic Survey in June 1991..
 AB0533
 AB0533.The geoid height was determined by GEOID03.
 AB0533
 AB0533.The dynamic height is computed by dividing the NAVD 88
 AB0533.geopotential number by the normal gravity value computed on the
 AB0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0533.degrees latitude (g = 980.6199 gals.).
 AB0533
 AB0533.The modeled gravity was interpolated from observed gravity values.
 AB0533
 AB0533;                    North         East    Units  Estimated Accuracy
 AB0533;SPC TX S     - 5,076,790.      383,670.      MT  (+/- 180 meters Scaled)
 AB0533
 AB0533                          SUPERSEDED SURVEY CONTROL
 AB0533
 AB0533  NGVD 29 (??/??/92)    7.791  (m)           25.56   (f) ADJ UNCH    1 2
 AB0533
 AB0533.Superseded values are not recommended for survey control.
 AB0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0533.See file dsdata.txt to determine how the superseded data were derived.
 AB0533
 AB0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ335159(NAD 83)
 AB0533_MARKER: DB = BENCH MARK DISK
 AB0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0533_STAMPING: H 674 1942 RESET 1950
 AB0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0533+STABILITY: SURFACE MOTION
 AB0533
 AB0533  HISTORY     - Date     Condition        Report By
 AB0533  HISTORY     - 1950     MONUMENTED       CGS
 AB0533  HISTORY     - 1951     GOOD             NGS
 AB0533  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0533
 AB0533                          STATION DESCRIPTION
 AB0533
 AB0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0533'8.9 MI NE FROM SEBASTIAN.
 AB0533'0.9 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0533'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 8.0 MILES EAST ALONG
 AB0533'FARM ROAD 1018, 200 FEET EAST OF THE CENTER LINE OF A FIELD ROAD
 AB0533'LEADING SOUTH, 37 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 AB0533'ROAD, IN LINE WITH AN EAST AND WEST FENCE, 2 FEET WEST OF A WITNESS
 AB0533'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AB0533'THE GROUND.
 AB0533
 AB0533                          STATION RECOVERY (1987)
 AB0533
 AB0533'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0553 ***********************************************************************
 AB0553  DESIGNATION -  H 676
 AB0553  PID         -  AB0553
 AB0553  STATE/COUNTY-  TX/CAMERON
 AB0553  USGS QUAD   -  WILLAMAR SW (1983)
 AB0553
 AB0553                         *CURRENT SURVEY CONTROL
 AB0553  ___________________________________________________________________
 AB0553* NAD 83(1986)-  26 15 44.     (N)    097 39 42.     (W)     SCALED    
 AB0553* NAVD 88     -         9.951  (meters)      32.65   (feet)  ADJUSTED  
 AB0553  ___________________________________________________________________
 AB0553  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AB0553  DYNAMIC HT  -           9.935 (meters)      32.60  (feet)  COMP
 AB0553  MODELED GRAV-     979,042.1   (mgal)                       NAVD 88
 AB0553
 AB0553  VERT ORDER  -  SECOND    CLASS 0
 AB0553
 AB0553.The horizontal coordinates were scaled from a topographic map and have
 AB0553.an estimated accuracy of +/- 6 seconds.
 AB0553
 AB0553.The orthometric height was determined by differential leveling
 AB0553.and adjusted by the National Geodetic Survey in June 1991..
 AB0553
 AB0553.The geoid height was determined by GEOID03.
 AB0553
 AB0553.The dynamic height is computed by dividing the NAVD 88
 AB0553.geopotential number by the normal gravity value computed on the
 AB0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0553.degrees latitude (g = 980.6199 gals.).
 AB0553
 AB0553.The modeled gravity was interpolated from observed gravity values.
 AB0553
 AB0553;                    North         East    Units  Estimated Accuracy
 AB0553;SPC TX S     - 5,066,260.      383,740.      MT  (+/- 180 meters Scaled)
 AB0553
 AB0553                          SUPERSEDED SURVEY CONTROL
 AB0553
 AB0553  NGVD 29 (??/??/92)   10.045  (m)           32.96   (f) ADJ UNCH    2 0
 AB0553
 AB0553.Superseded values are not recommended for survey control.
 AB0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0553.See file dsdata.txt to determine how the superseded data were derived.
 AB0553
 AB0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ336054(NAD 83)
 AB0553_MARKER: DB = BENCH MARK DISK
 AB0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0553_STAMPING: H 676 1942
 AB0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0553+STABILITY: SURFACE MOTION
 AB0553
 AB0553  HISTORY     - Date     Condition        Report By
 AB0553  HISTORY     - 1942     MONUMENTED       CGS
 AB0553  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0553
 AB0553                          STATION DESCRIPTION
 AB0553
 AB0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0553'5.5 MI NE FROM COMBES.
 AB0553'TO REACH FROM THE POST OFFICE AT COMBES, PROCEED EASTERLY ON PAVED
 AB0553'ROAD, GO 4.5 MILES.  TURN NORTHERLY (LEFT) AND GO 1.0 MILE TO SITE OF
 AB0553'BENCH MARK.  BENCH MARK IS ABOUT 400 FEET NORTH OF A CROSSROAD.  33
 AB0553'FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AB0553'ROAD.  4.0 FEET SOUTHWEST OF A DIVISION FENCE CORNER.  3.0 FEET NORTH
 AB0553'OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.5 FEET EAST OF THE RIGHT
 AB0553'OF WAY FENCE.  A STANDARD DISK, STAMPED H 676 1942 AND SET IN THE TOP
 AB0553'OF A CONCRETE POST PROJECTING 0.6 FEET.
 AB0553
 AB0553                          STATION RECOVERY (1987)
 AB0553
 AB0553'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0358 ***********************************************************************
 AB0358  DESIGNATION -  H 677
 AB0358  PID         -  AB0358
 AB0358  STATE/COUNTY-  TX/CAMERON
 AB0358  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0358
 AB0358                         *CURRENT SURVEY CONTROL
 AB0358  ___________________________________________________________________
 AB0358* NAD 83(1986)-  26 07 45.     (N)    097 27 08.     (W)     SCALED    
 AB0358* NAVD 88     -         5.738  (meters)      18.83   (feet)  ADJUSTED  
 AB0358  ___________________________________________________________________
 AB0358  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 AB0358  DYNAMIC HT  -           5.729 (meters)      18.80  (feet)  COMP
 AB0358  MODELED GRAV-     979,049.8   (mgal)                       NAVD 88
 AB0358
 AB0358  VERT ORDER  -  SECOND    CLASS 0
 AB0358
 AB0358.The horizontal coordinates were scaled from a topographic map and have
 AB0358.an estimated accuracy of +/- 6 seconds.
 AB0358
 AB0358.The orthometric height was determined by differential leveling
 AB0358.and adjusted by the National Geodetic Survey in June 1991..
 AB0358
 AB0358.The geoid height was determined by GEOID03.
 AB0358
 AB0358.The dynamic height is computed by dividing the NAVD 88
 AB0358.geopotential number by the normal gravity value computed on the
 AB0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0358.degrees latitude (g = 980.6199 gals.).
 AB0358
 AB0358.The modeled gravity was interpolated from observed gravity values.
 AB0358
 AB0358;                    North         East    Units  Estimated Accuracy
 AB0358;SPC TX S     - 5,051,680.      404,790.      MT  (+/- 180 meters Scaled)
 AB0358
 AB0358                          SUPERSEDED SURVEY CONTROL
 AB0358
 AB0358  NGVD 29 (??/??/92)    5.846  (m)           19.18   (f) ADJ UNCH    2 0
 AB0358
 AB0358.Superseded values are not recommended for survey control.
 AB0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0358.See file dsdata.txt to determine how the superseded data were derived.
 AB0358
 AB0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP547909(NAD 83)
 AB0358_MARKER: DB = BENCH MARK DISK
 AB0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0358_STAMPING: H 677 1942
 AB0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0358+STABILITY: SURFACE MOTION
 AB0358
 AB0358  HISTORY     - Date     Condition        Report By
 AB0358  HISTORY     - 1942     MONUMENTED       CGS
 AB0358  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0358  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0358
 AB0358                          STATION DESCRIPTION
 AB0358
 AB0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0358'1.8 MI NE FROM SAN BENITO.
 AB0358'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0358'SAN BENITO, CAMERON COUNTY, 10.1 MILES SOUTHEAST ALONG A PAVED ROAD
 AB0358'LEADING TO BAYVIEW.  3.6 MILES EAST OF BAYVIEW, AT THE POINT WHERE THE
 AB0358'PAVEMENT CHANGES FROM OILED GRAVEL TO CONCRETE, 30 FEET NORTH OF AND
 AB0358'LEVEL WITH THE CENTERLINE OF THE ROAD, 4 FEET EAST OF F.A.P. CONCRETE
 AB0358'MARKER POST 41 A, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND 1
 AB0358'FOOT SOUTH OF A RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 677
 AB0358'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AB0358'GROUND.
 AB0358
 AB0358                          STATION RECOVERY (1987)
 AB0358
 AB0358'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0358'MARK NOT FOUND.
 AB0358
 AB0358                          STATION RECOVERY (1988)
 AB0358
 AB0358'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0136 ***********************************************************************
 AB0136  DESIGNATION -  H 678
 AB0136  PID         -  AB0136
 AB0136  STATE/COUNTY-  TX/CAMERON
 AB0136  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0136
 AB0136                         *CURRENT SURVEY CONTROL
 AB0136  ___________________________________________________________________
 AB0136* NAD 83(1986)-  25 56 15.     (N)    097 29 16.     (W)     SCALED    
 AB0136* NAVD 88     -         9.554  (meters)      31.35   (feet)  POSTED    
 AB0136  ___________________________________________________________________
 AB0136  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AB0136  DYNAMIC HT  -           9.540 (meters)      31.30  (feet)  COMP
 AB0136  MODELED GRAV-     979,028.9   (mgal)                       NAVD 88
 AB0136
 AB0136  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AB0136
 AB0136.The horizontal coordinates were scaled from a topographic map and have
 AB0136.an estimated accuracy of +/- 6 seconds.
 AB0136
 AB0136.The orthometric height was determined by differential leveling
 AB0136.and adjusted by the National Geodetic Survey in 1992..
 AB0136.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AB0136.rate of 2.1 thru 3.0 mm/km.
 AB0136
 AB0136.The geoid height was determined by GEOID03.
 AB0136
 AB0136.The dynamic height is computed by dividing the NAVD 88
 AB0136.geopotential number by the normal gravity value computed on the
 AB0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0136.degrees latitude (g = 980.6199 gals.).
 AB0136
 AB0136.The modeled gravity was interpolated from observed gravity values.
 AB0136
 AB0136;                    North         East    Units  Estimated Accuracy
 AB0136;SPC TX S     - 5,030,410.      401,400.      MT  (+/- 180 meters Scaled)
 AB0136
 AB0136                          SUPERSEDED SURVEY CONTROL
 AB0136
 AB0136  NGVD 29 (??/??/92)    9.642  (m)           31.63   (f) ADJ UNCH    2 0
 AB0136
 AB0136.Superseded values are not recommended for survey control.
 AB0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0136.See file dsdata.txt to determine how the superseded data were derived.
 AB0136
 AB0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP514696(NAD 83)
 AB0136_MARKER: DB = BENCH MARK DISK
 AB0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0136_SP_SET: CONCRETE BASE
 AB0136_STAMPING: H 678 1942
 AB0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0136+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 AB0136
 AB0136  HISTORY     - Date     Condition        Report By
 AB0136  HISTORY     - 1942     MONUMENTED       CGS
 AB0136  HISTORY     - 1950     GOOD             NGS
 AB0136  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 AB0136  HISTORY     - 1987     GOOD             USPSQD
 AB0136  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0136  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0136  HISTORY     - 20021003 GOOD             LOCSUR
 AB0136  HISTORY     - 20050414 GOOD             INDIV
 AB0136
 AB0136                          STATION DESCRIPTION
 AB0136
 AB0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0136'1.6 MI N FROM BROWNSVILLE.
 AB0136'1.6 MILES NORTH ALONG PAREDES LINE ROAD (LOS FRESNOS ROAD) FROM THE
 AB0136'INTERSECTION OF STATE HIGHWAY 48 (BOCA CHICA BOULEVARD) AT
 AB0136'BROWNSVILLE, CAMERON COUNTY, 150 FEET NORTH OF A SMALL BRIDGE, 45 FEET
 AB0136'EAST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, AT A HISTORICAL
 AB0136'MARKER, IN THE CONCRETE BASE, AND IN THE TOP OF THE SOUTHWEST CORNER.
 AB0136'A STANDARD DISK, STAMPED H 678 1942.
 AB0136
 AB0136                          STATION RECOVERY (1972)
 AB0136
 AB0136'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 AB0136'MARK NOT FOUND.
 AB0136
 AB0136                          STATION RECOVERY (1987)
 AB0136
 AB0136'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0136'RECOVERED IN GOOD CONDITION.
 AB0136
 AB0136                          STATION RECOVERY (1990)
 AB0136
 AB0136'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0136'MARK NOT FOUND.
 AB0136
 AB0136                          STATION RECOVERY (1991)
 AB0136
 AB0136'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0136'MARK NOT FOUND.
 AB0136
 AB0136                          STATION RECOVERY (2002)
 AB0136
 AB0136'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (DV)
 AB0136'FOUND BY MGM ENGINEERING
 AB0136
 AB0136                          STATION RECOVERY (2005)
 AB0136
 AB0136'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (OR)
 AB0136'RECOVERED BY AGH CONSULTANTS.  HISTORICAL MONUMENT HAS BEEN MOVED 40
 AB0136'FT NORTH OF THE BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0349 ***********************************************************************
 AB0349  DESIGNATION -  H 679
 AB0349  PID         -  AB0349
 AB0349  STATE/COUNTY-  TX/CAMERON
 AB0349  USGS QUAD   -  LOS FRESNOS (1983)
 AB0349
 AB0349                         *CURRENT SURVEY CONTROL
 AB0349  ___________________________________________________________________
 AB0349* NAD 83(1986)-  26 00 25.     (N)    097 28 22.     (W)     SCALED    
 AB0349* NAVD 88     -         5.530  (meters)      18.14   (feet)  POSTED    
 AB0349  ___________________________________________________________________
 AB0349  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 AB0349  DYNAMIC HT  -           5.520 (meters)      18.11  (feet)  COMP
 AB0349  MODELED GRAV-     979,038.7   (mgal)                       NAVD 88
 AB0349
 AB0349  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AB0349
 AB0349.The horizontal coordinates were scaled from a topographic map and have
 AB0349.an estimated accuracy of +/- 6 seconds.
 AB0349
 AB0349.The orthometric height was determined by differential leveling
 AB0349.and adjusted by the National Geodetic Survey in 1992..
 AB0349.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AB0349.rate of 1.1 thru 2.0 mm/km.
 AB0349
 AB0349.The geoid height was determined by GEOID03.
 AB0349
 AB0349.The dynamic height is computed by dividing the NAVD 88
 AB0349.geopotential number by the normal gravity value computed on the
 AB0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0349.degrees latitude (g = 980.6199 gals.).
 AB0349
 AB0349.The modeled gravity was interpolated from observed gravity values.
 AB0349
 AB0349;                    North         East    Units  Estimated Accuracy
 AB0349;SPC TX S     - 5,038,120.      402,840.      MT  (+/- 180 meters Scaled)
 AB0349
 AB0349                          SUPERSEDED SURVEY CONTROL
 AB0349
 AB0349  NGVD 29 (??/??/92)    5.62   (m)           18.4    (f) COMPUTED    2 0
 AB0349
 AB0349.Superseded values are not recommended for survey control.
 AB0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0349.See file dsdata.txt to determine how the superseded data were derived.
 AB0349
 AB0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP528773(NAD 83)
 AB0349_MARKER: DB = BENCH MARK DISK
 AB0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0349_STAMPING: H 679 1942
 AB0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0349+STABILITY: SURFACE MOTION
 AB0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0349+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2004
 AB0349
 AB0349  HISTORY     - Date     Condition        Report By
 AB0349  HISTORY     - 1942     MONUMENTED       CGS
 AB0349  HISTORY     - 20040220 GOOD             GEOCAC
 AB0349
 AB0349                          STATION DESCRIPTION
 AB0349
 AB0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0349'3.9 MI S FROM LOS FRESNOS.
 AB0349'3.9 MILES SOUTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0349'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, 0.7 MILE SOUTHEAST ALONG
 AB0349'FARM ROAD 511.  73 FEET SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 AB0349'ROAD, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 2 FEET NORTH OF
 AB0349'A RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 679 1942 AND SET IN
 AB0349'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AB0349
 AB0349                          STATION RECOVERY (2004)
 AB0349
 AB0349'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0349'RECOVERED IN GOOD CONDITION.
 AB0349'HANDHELD GPS COORDINATES N26 00 25.8, W097 28 23.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0035 ***********************************************************************
 AZ0035  DESIGNATION -  H 68
 AZ0035  PID         -  AZ0035
 AZ0035  STATE/COUNTY-  TX/EDWARDS
 AZ0035  USGS QUAD   -  CAMP WOOD (1973)
 AZ0035
 AZ0035                         *CURRENT SURVEY CONTROL
 AZ0035  ___________________________________________________________________
 AZ0035* NAD 83(1986)-  29 44 39.     (N)    100 03 49.     (W)     SCALED    
 AZ0035* NAVD 88     -       502.793  (meters)    1649.58   (feet)  ADJUSTED  
 AZ0035  ___________________________________________________________________
 AZ0035  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AZ0035  DYNAMIC HT  -         502.050 (meters)    1647.14  (feet)  COMP
 AZ0035  MODELED GRAV-     979,148.7   (mgal)                       NAVD 88
 AZ0035
 AZ0035  VERT ORDER  -  SECOND    CLASS 0
 AZ0035
 AZ0035.The horizontal coordinates were scaled from a topographic map and have
 AZ0035.an estimated accuracy of +/- 6 seconds.
 AZ0035
 AZ0035.The orthometric height was determined by differential leveling
 AZ0035.and adjusted by the National Geodetic Survey in June 1991..
 AZ0035
 AZ0035.The geoid height was determined by GEOID03.
 AZ0035
 AZ0035.The dynamic height is computed by dividing the NAVD 88
 AZ0035.geopotential number by the normal gravity value computed on the
 AZ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0035.degrees latitude (g = 980.6199 gals.).
 AZ0035
 AZ0035.The modeled gravity was interpolated from observed gravity values.
 AZ0035
 AZ0035;                    North         East    Units  Estimated Accuracy
 AZ0035;SPC TXSC     - 4,212,240.      497,130.      MT  (+/- 180 meters Scaled)
 AZ0035
 AZ0035                          SUPERSEDED SURVEY CONTROL
 AZ0035
 AZ0035  NGVD 29 (??/??/92)  502.725  (m)         1649.36   (f) ADJ UNCH    2 0
 AZ0035
 AZ0035.Superseded values are not recommended for survey control.
 AZ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0035.See file dsdata.txt to determine how the superseded data were derived.
 AZ0035
 AZ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT971909(NAD 83)
 AZ0035_MARKER: DD = SURVEY DISK
 AZ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0035_STAMPING: H 68 1923
 AZ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0035+STABILITY: SURFACE MOTION
 AZ0035
 AZ0035  HISTORY     - Date     Condition        Report By
 AZ0035  HISTORY     - 1923     MONUMENTED       USGS
 AZ0035  HISTORY     - 1940     GOOD             NGS
 AZ0035
 AZ0035                          STATION DESCRIPTION
 AZ0035
 AZ0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0035'7.0 MI NW FROM CAMP WOOD.
 AZ0035'IN EDWARDS COUNTY, 7.0 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE
 AZ0035'UVALDE AND NORTHERN RAILWAY STATION AT CAMP WOOD, REAL COUNTY, 150
 AZ0035'YARDS SOUTH OF A CURVE, AT THE JUNCTION OF A ROAD LEADING EAST TO A
 AZ0035'RANCH HOUSE, 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET
 AZ0035'NORTH OF THE FENCE GATE, AND 3 FEET EAST OF THE FENCE.  A UNITED
 AZ0035'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 68 1923 AND SET IN
 AZ0035'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0059 ***********************************************************************
 BY0059  DESIGNATION -  H 68
 BY0059  PID         -  BY0059
 BY0059  STATE/COUNTY-  TX/SHELBY
 BY0059  USGS QUAD   -  TENAHA EAST (1984)
 BY0059
 BY0059                         *CURRENT SURVEY CONTROL
 BY0059  ___________________________________________________________________
 BY0059* NAD 83(1986)-  31 56 33.     (N)    094 14 51.     (W)     SCALED    
 BY0059* NAVD 88     -       108.389  (meters)     355.61   (feet)  ADJUSTED  
 BY0059  ___________________________________________________________________
 BY0059  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY0059  DYNAMIC HT  -         108.260 (meters)     355.18  (feet)  COMP
 BY0059  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 BY0059
 BY0059  VERT ORDER  -  FIRST     CLASS II
 BY0059
 BY0059.The horizontal coordinates were scaled from a topographic map and have
 BY0059.an estimated accuracy of +/- 6 seconds.
 BY0059
 BY0059.The orthometric height was determined by differential leveling
 BY0059.and adjusted by the National Geodetic Survey in June 1991..
 BY0059
 BY0059.The geoid height was determined by GEOID03.
 BY0059
 BY0059.The dynamic height is computed by dividing the NAVD 88
 BY0059.geopotential number by the normal gravity value computed on the
 BY0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0059.degrees latitude (g = 980.6199 gals.).
 BY0059
 BY0059.The modeled gravity was interpolated from observed gravity values.
 BY0059
 BY0059;                    North         East    Units  Estimated Accuracy
 BY0059;SPC TX C     - 3,268,040.    1,275,150.      MT  (+/- 180 meters Scaled)
 BY0059
 BY0059                          SUPERSEDED SURVEY CONTROL
 BY0059
 BY0059  NGVD 29 (??/??/92)  108.420  (m)          355.71   (f) ADJ UNCH    1 2
 BY0059
 BY0059.Superseded values are not recommended for survey control.
 BY0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0059.See file dsdata.txt to determine how the superseded data were derived.
 BY0059
 BY0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR820347(NAD 83)
 BY0059_MARKER: DB = BENCH MARK DISK
 BY0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0059_SP_SET: BUILDING WALL
 BY0059_STAMPING: H 68 1919 ELEV 355.708
 BY0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0059
 BY0059  HISTORY     - Date     Condition        Report By
 BY0059  HISTORY     - 1919     MONUMENTED       CGS
 BY0059  HISTORY     - 1952     GOOD             NGS
 BY0059  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0059
 BY0059                          STATION DESCRIPTION
 BY0059
 BY0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0059'IN TENAHA.
 BY0059'AT TENAHA, ON THE SOUTH SIDE OF THE PUBLIC SQUARE, 42 FEET SOUTHEAST
 BY0059'OF THE CENTER LINE OF MAIN STREET, 3.2 FEET ABOVE THE CONCRETE
 BY0059'SIDEWALK, AT THE CITY BARBER SHOP, SET VERTICALLY IN THE NORTHWEST
 BY0059'BRICK WALL OF THE BUILDING, 1 FOOT NORTHEAST OF THE SOUTHWEST CORNER
 BY0059'OF THE BUILDING.
 BY0059
 BY0059                          STATION RECOVERY (1979)
 BY0059
 BY0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6807 ***********************************************************************
 AW6807  DESIGNATION -  H 68 TX
 AW6807  PID         -  AW6807
 AW6807  STATE/COUNTY-  TX/BRAZORIA
 AW6807  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6807
 AW6807                         *CURRENT SURVEY CONTROL
 AW6807  ___________________________________________________________________
 AW6807* NAD 83(1993)-  29 03 13.01377(N)    095 08 53.84820(W)     ADJUSTED  
 AW6807* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 AW6807  ___________________________________________________________________
 AW6807  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AW6807  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AW6807
 AW6807  HORZ ORDER  -  THIRD
 AW6807
 AW6807.The horizontal coordinates were established by classical geodetic methods
 AW6807.and adjusted by the National Geodetic Survey in February 1996..
 AW6807
 AW6807.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6807
 AW6807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6807
 AW6807.The geoid height was determined by GEOID03.
 AW6807
 AW6807;                    North         East     Units Scale Factor Converg.
 AW6807;SPC TXSC     - 4,141,415.716   974,997.858   MT  0.99987522   +1 53 13.2
 AW6807;SPC TXSC     -13,587,294.73  3,198,805.47   sFT  0.99987522   +1 53 13.2
 AW6807;UTM  15      - 3,215,830.543   290,838.573   MT  1.00013989   -1 02 37.1
 AW6807
 AW6807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6807!SPC TXSC     -   1.00000379  x   0.99987522  =   0.99987901
 AW6807!UTM  15      -   1.00000379  x   1.00013989  =   1.00014368
 AW6807
 AW6807:                Primary Azimuth Mark                     Grid Az
 AW6807:SPC TXSC     -  F 1255                                   233 30 51.1
 AW6807:UTM  15      -  F 1255                                   236 26 41.4
 AW6807
 AW6807|---------------------------------------------------------------------|
 AW6807| PID    Reference Object                     Distance      Geod. Az  |
 AW6807|                                                           dddmmss.s |
 AW6807| AW0115 F 1255                              APPROX. 1.0 KM 2352404.3 |
 AW6807|---------------------------------------------------------------------|
 AW6807
 AW6807                          SUPERSEDED SURVEY CONTROL
 AW6807
 AW6807  NAD 83(1986)-  29 03 13.02370(N)    095 08 53.82890(W) AD(       ) 3
 AW6807  NAD 27      -  29 03 12.14711(N)    095 08 53.08169(W) AD(       ) 3
 AW6807  NGVD 29 (07/19/86)    2.3    (m)            8.     (f) VERT ANG       
 AW6807
 AW6807.Superseded values are not recommended for survey control.
 AW6807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6807.See file dsdata.txt to determine how the superseded data were derived.
 AW6807
 AW6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9083915831(NAD 83)
 AW6807_MARKER: DD = SURVEY DISK
 AW6807_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6807_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6807+STABILITY: SURFACE MOTION
 AW6807
 AW6807  HISTORY     - Date     Condition        Report By
 AW6807  HISTORY     - 1979     MONUMENTED       NOS
 AW6807  HISTORY     - 1982     GOOD             NOS
 AW6807  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6807  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6807
 AW6807                          STATION DESCRIPTION
 AW6807
 AW6807'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6807'THE STATION IS LOCATED 2.3 MILES SOUTHWEST OF THE SOUTH SIDE OF
 AW6807'SAN LUIS PASS.
 AW6807'
 AW6807'TO REACH FROM THE SOUTH END OF THE SAN LUIS PASS BRIDGE GO
 AW6807'SOUTHWEST ON COUNTY ROAD 257 FOR 2.15 MILES TO A SAND ROAD LEFT.
 AW6807'TURN LEFT AND GO SOUTH ON SAND ROAD FOR 0.05 MILE TO BEACH, TURN
 AW6807'RIGHT AND GO SOUTHWEST ON BEACH FOR 0.1 MILE TO STATION ON DUNES
 AW6807'TO RIGHT.
 AW6807'
 AW6807'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 68 TX 1979---,
 AW6807'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN CONCRETE.
 AW6807'AND PROJECTING 4 INCHES. IT IS 101 FEET SOUTH-SOUTHEAST OF POWER
 AW6807'POLE NUMBER D 57, 100 FEET NORTH-NORTHWEST OF THE HIGH WATER LINE
 AW6807'AND 4 FEET SOUTH-SOUTHEAST OF A WOODEN WITNESS POST WITH SIGN.
 AW6807'
 AW6807'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS.
 AW6807
 AW6807                          STATION RECOVERY (1982)
 AW6807
 AW6807'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6807'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6807
 AW6807                          STATION RECOVERY (2004)
 AW6807
 AW6807'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6807' 
 AW6807' 
 AW6807
 AW6807                          STATION RECOVERY (2005)
 AW6807
 AW6807'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0850 ***********************************************************************
 AB0850  DESIGNATION -  H 680
 AB0850  PID         -  AB0850
 AB0850  STATE/COUNTY-  TX/CAMERON
 AB0850  USGS QUAD   -  OLMITO (1983)
 AB0850
 AB0850                         *CURRENT SURVEY CONTROL
 AB0850  ___________________________________________________________________
 AB0850* NAD 83(1986)-  26 00 14.     (N)    097 33 42.     (W)     SCALED    
 AB0850* NAVD 88     -         9.175  (meters)      30.10   (feet)  ADJUSTED  
 AB0850  ___________________________________________________________________
 AB0850  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 AB0850  DYNAMIC HT  -           9.161 (meters)      30.06  (feet)  COMP
 AB0850  MODELED GRAV-     979,027.5   (mgal)                       NAVD 88
 AB0850
 AB0850  VERT ORDER  -  SECOND    CLASS 0
 AB0850
 AB0850.The horizontal coordinates were scaled from a topographic map and have
 AB0850.an estimated accuracy of +/- 6 seconds.
 AB0850
 AB0850.The orthometric height was determined by differential leveling
 AB0850.and adjusted by the National Geodetic Survey in June 1991..
 AB0850
 AB0850.The geoid height was determined by GEOID03.
 AB0850
 AB0850.The dynamic height is computed by dividing the NAVD 88
 AB0850.geopotential number by the normal gravity value computed on the
 AB0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0850.degrees latitude (g = 980.6199 gals.).
 AB0850
 AB0850.The modeled gravity was interpolated from observed gravity values.
 AB0850
 AB0850;                    North         East    Units  Estimated Accuracy
 AB0850;SPC TX S     - 5,037,710.      393,940.      MT  (+/- 180 meters Scaled)
 AB0850
 AB0850                          SUPERSEDED SURVEY CONTROL
 AB0850
 AB0850  NGVD 29 (??/??/92)    9.26   (m)           30.4    (f) COMPUTED    2 0
 AB0850
 AB0850.Superseded values are not recommended for survey control.
 AB0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0850.See file dsdata.txt to determine how the superseded data were derived.
 AB0850
 AB0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP439769(NAD 83)
 AB0850_MARKER: DB = BENCH MARK DISK
 AB0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0850_STAMPING: H 680 1942
 AB0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0850+STABILITY: SURFACE MOTION
 AB0850
 AB0850  HISTORY     - Date     Condition        Report By
 AB0850  HISTORY     - 1942     MONUMENTED       CGS
 AB0850
 AB0850                          STATION DESCRIPTION
 AB0850
 AB0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0850'3.0 MI SW FROM OLMITO.
 AB0850'3.0 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 AB0850'OLMITO, CAMERON COUNTY, 1.3 MILES WEST ALONG A DIRT ROAD, AND 0.9 MILE
 AB0850'SOUTH ALONG ANOTHER DIRT ROAD.  0.5 MILE NORTH OF A STEEL BRIDGE, 27
 AB0850'FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF THE
 AB0850'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 AB0850'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H 680 1942 AND SET IN
 AB0850'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0475 ***********************************************************************
 AB0475  DESIGNATION -  H 681
 AB0475  PID         -  AB0475
 AB0475  STATE/COUNTY-  TX/CAMERON
 AB0475  USGS QUAD   -  OLMITO (1983)
 AB0475
 AB0475                         *CURRENT SURVEY CONTROL
 AB0475  ___________________________________________________________________
 AB0475* NAD 83(1986)-  26 02 37.     (N)    097 32 56.     (W)     SCALED    
 AB0475* NAVD 88     -         9.876  (meters)      32.40   (feet)  ADJUSTED  
 AB0475  ___________________________________________________________________
 AB0475  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 AB0475  DYNAMIC HT  -           9.860 (meters)      32.35  (feet)  COMP
 AB0475  MODELED GRAV-     979,032.7   (mgal)                       NAVD 88
 AB0475
 AB0475  VERT ORDER  -  FIRST     CLASS II
 AB0475
 AB0475.The horizontal coordinates were scaled from a topographic map and have
 AB0475.an estimated accuracy of +/- 6 seconds.
 AB0475
 AB0475.The orthometric height was determined by differential leveling
 AB0475.and adjusted by the National Geodetic Survey in June 1991..
 AB0475.WARNING-Repeat measurements at this control monument indicate possible
 AB0475.vertical movement.
 AB0475
 AB0475.The geoid height was determined by GEOID03.
 AB0475
 AB0475.The dynamic height is computed by dividing the NAVD 88
 AB0475.geopotential number by the normal gravity value computed on the
 AB0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0475.degrees latitude (g = 980.6199 gals.).
 AB0475
 AB0475.The modeled gravity was interpolated from observed gravity values.
 AB0475
 AB0475;                    North         East    Units  Estimated Accuracy
 AB0475;SPC TX S     - 5,042,120.      395,190.      MT  (+/- 180 meters Scaled)
 AB0475
 AB0475                          SUPERSEDED SURVEY CONTROL
 AB0475
 AB0475.No superseded survey control is available for this station.
 AB0475
 AB0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP451813(NAD 83)
 AB0475_MARKER: DB = BENCH MARK DISK
 AB0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0475_SP_SET: CULVERT
 AB0475_STAMPING: H 681 1942
 AB0475_MARK LOGO: CGS   
 AB0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0475
 AB0475  HISTORY     - Date     Condition        Report By
 AB0475  HISTORY     - 1942     MONUMENTED       CGS
 AB0475  HISTORY     - 1951     GOOD             NGS
 AB0475  HISTORY     - 1982     GOOD             NGS
 AB0475  HISTORY     - 1987     GOOD             USPSQD
 AB0475  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0475  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0475
 AB0475                          STATION DESCRIPTION
 AB0475
 AB0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0475'2.0 MI NW FROM OLMITO.
 AB0475'2.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AB0475'AT OLMITO, CAMERON COUNTY, 3 POLES NORTHWEST OF MILEPOST 11, 75 FEET
 AB0475'NORTHEAST OF THE CENTERLINE OF THE TRACK, AT A 2-FOOT CONCRETE-PIPE
 AB0475'CULVERT UNDER U. S. HIGHWAY 83, IN THE TOP OF THE SOUTHEAST END OF THE
 AB0475'SOUTHWEST HEADWALL, 25 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AB0475'HIGHWAY, AND 4 FEET LOWER THAN THE TRACK.
 AB0475
 AB0475                          STATION RECOVERY (1951)
 AB0475
 AB0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0475'RECOVERED IN GOOD CONDITION.
 AB0475
 AB0475                          STATION RECOVERY (1982)
 AB0475
 AB0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0475'2.2 KM (1.4 MI) NORTHWEST ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF
 AB0475'FARM ROADS 511 AND 803 IN OLMITO AND IS SET IN THE TOP OF THE SOUTH
 AB0475'EAST END OF THE SOUTHWEST CONCRETE HEADWALL OF THE CULVERT UNDER THE
 AB0475'SOUTHEASTBOUND LANE OF U.S. HIGHWAY 77, 21.0 METERS (69.0 FT)
 AB0475'NORTHEAST OF THE NORTHEAST RAIL OF MISSOURI PACIFIC RAILROAD TRACKS,
 AB0475'AND 8.8 METERS (29.0 FT) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 AB0475'77 AND 83.
 AB0475'THE MARK IS 0.3 M BELOW HIGHWAY.
 AB0475
 AB0475                          STATION RECOVERY (1987)
 AB0475
 AB0475'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0475'RECOVERED IN GOOD CONDITION.
 AB0475
 AB0475                          STATION RECOVERY (1988)
 AB0475
 AB0475'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0475'MARK NOT FOUND.
 AB0475
 AB0475                          STATION RECOVERY (1991)
 AB0475
 AB0475'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0847 ***********************************************************************
 AB0847  DESIGNATION -  H 682
 AB0847  PID         -  AB0847
 AB0847  STATE/COUNTY-  TX/CAMERON
 AB0847  USGS QUAD   -  LA PALOMA (1970)
 AB0847
 AB0847                         *CURRENT SURVEY CONTROL
 AB0847  ___________________________________________________________________
 AB0847* NAD 83(1986)-  26 02 41.     (N)    097 40 12.     (W)     SCALED    
 AB0847* NAVD 88     -        15.569  (meters)      51.08   (feet)  ADJUSTED  
 AB0847  ___________________________________________________________________
 AB0847  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 AB0847  DYNAMIC HT  -          15.544 (meters)      51.00  (feet)  COMP
 AB0847  MODELED GRAV-     979,022.3   (mgal)                       NAVD 88
 AB0847
 AB0847  VERT ORDER  -  SECOND    CLASS 0
 AB0847
 AB0847.The horizontal coordinates were scaled from a topographic map and have
 AB0847.an estimated accuracy of +/- 6 seconds.
 AB0847
 AB0847.The orthometric height was determined by differential leveling
 AB0847.and adjusted by the National Geodetic Survey in June 1991..
 AB0847
 AB0847.The geoid height was determined by GEOID03.
 AB0847
 AB0847.The dynamic height is computed by dividing the NAVD 88
 AB0847.geopotential number by the normal gravity value computed on the
 AB0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0847.degrees latitude (g = 980.6199 gals.).
 AB0847
 AB0847.The modeled gravity was interpolated from observed gravity values.
 AB0847
 AB0847;                    North         East    Units  Estimated Accuracy
 AB0847;SPC TX S     - 5,042,160.      383,070.      MT  (+/- 180 meters Scaled)
 AB0847
 AB0847                          SUPERSEDED SURVEY CONTROL
 AB0847
 AB0847  NGVD 29 (??/??/92)   15.670  (m)           51.41   (f) ADJ UNCH    2 0
 AB0847
 AB0847.Superseded values are not recommended for survey control.
 AB0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0847.See file dsdata.txt to determine how the superseded data were derived.
 AB0847
 AB0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP330813(NAD 83)
 AB0847_MARKER: DD = SURVEY DISK
 AB0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0847_SP_SET: CULVERT
 AB0847_STAMPING: H 682 1942
 AB0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0847
 AB0847  HISTORY     - Date     Condition        Report By
 AB0847  HISTORY     - 1942     MONUMENTED
 AB0847  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0847  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0847  HISTORY     - 20041217 GOOD             INDIV
 AB0847
 AB0847                          STATION DESCRIPTION
 AB0847
 AB0847'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0847'0.4 MI NE FROM LA PALOMA.
 AB0847'0.4 MILE NORTHEAST ALONG STATE HIGHWAY 48 FROM THE POST OFFICE AT LA
 AB0847'PALOMA, CAMERON COUNTY, THENCE 0.1 MILE NORTHEAST ALONG A CONCRETE
 AB0847'COUNTY ROAD.  60 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 AB0847'GROCERY STORE, AT A 3- BY 3-FOOT CONCRETE CULVERT UNDER THE COUNTY
 AB0847'ROAD, IN THE CENTER OF THE TOP OF THE SOUTHEAST HEADWALL, AND LEVEL
 AB0847'WITH THE ROAD.
 AB0847
 AB0847                          STATION RECOVERY (1991)
 AB0847
 AB0847'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0847'MARK NOT FOUND.
 AB0847
 AB0847                          STATION RECOVERY (2004)
 AB0847
 AB0847'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SR)
 AB0847'RECOVERED BY AGH CONSULTING, BROWNSVILLE TX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0253 ***********************************************************************
 AE0253  DESIGNATION -  H 683
 AE0253  PID         -  AE0253
 AE0253  STATE/COUNTY-  TX/HIDALGO
 AE0253  USGS QUAD   -  SAN JUAN SE (1962)
 AE0253
 AE0253                         *CURRENT SURVEY CONTROL
 AE0253  ___________________________________________________________________
 AE0253* NAD 83(1986)-  26 04 35.     (N)    098 03 42.     (W)     SCALED    
 AE0253* NAVD 88     -        24.563  (meters)      80.59   (feet)  ADJUSTED  
 AE0253  ___________________________________________________________________
 AE0253  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AE0253  DYNAMIC HT  -          24.522 (meters)      80.45  (feet)  COMP
 AE0253  MODELED GRAV-     978,994.6   (mgal)                       NAVD 88
 AE0253
 AE0253  VERT ORDER  -  SECOND    CLASS 0
 AE0253
 AE0253.The horizontal coordinates were scaled from a topographic map and have
 AE0253.an estimated accuracy of +/- 6 seconds.
 AE0253
 AE0253.The orthometric height was determined by differential leveling
 AE0253.and adjusted by the National Geodetic Survey in June 1991..
 AE0253
 AE0253.The geoid height was determined by GEOID03.
 AE0253
 AE0253.The dynamic height is computed by dividing the NAVD 88
 AE0253.geopotential number by the normal gravity value computed on the
 AE0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0253.degrees latitude (g = 980.6199 gals.).
 AE0253
 AE0253.The modeled gravity was interpolated from observed gravity values.
 AE0253
 AE0253;                    North         East    Units  Estimated Accuracy
 AE0253;SPC TX S     - 5,045,470.      343,860.      MT  (+/- 180 meters Scaled)
 AE0253
 AE0253                          SUPERSEDED SURVEY CONTROL
 AE0253
 AE0253  NGVD 29 (??/??/92)   24.680  (m)           80.97   (f) ADJ UNCH    2 0
 AE0253
 AE0253.Superseded values are not recommended for survey control.
 AE0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0253.See file dsdata.txt to determine how the superseded data were derived.
 AE0253
 AE0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP938844(NAD 83)
 AE0253_MARKER: DB = BENCH MARK DISK
 AE0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0253_STAMPING: H 683 1942
 AE0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0253+STABILITY: SURFACE MOTION
 AE0253
 AE0253  HISTORY     - Date     Condition        Report By
 AE0253  HISTORY     - 1942     MONUMENTED       CGS
 AE0253
 AE0253                          STATION DESCRIPTION
 AE0253
 AE0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0253'IN RAY PAUL.
 AE0253'BENCH MARK IS ABOUT 600.0 FEET EAST OF THE DISTRICT NO. 14, RUN SCHOOL
 AE0253'NO. 1, AT RAY PAUL.  IT IS 47.0 FEET SOUTHEAST OF THE CENTERLINE OF
 AE0253'THE INTERSECTION OF A GRAVEL ROAD LEADING NORTH TO DONNA. 30.0 FEET
 AE0253'SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0253'MILITARY ROAD.  IT IS 3.0 FEET WEST OF A TELEPHONE POLE AND 3.0 FEET
 AE0253'EAST OF A 4X4 WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0254 ***********************************************************************
 AE0254  DESIGNATION -  H 683 RESET 1948
 AE0254  PID         -  AE0254
 AE0254  STATE/COUNTY-  TX/HIDALGO
 AE0254  USGS QUAD   -  SAN JUAN SE (1962)
 AE0254
 AE0254                         *CURRENT SURVEY CONTROL
 AE0254  ___________________________________________________________________
 AE0254* NAD 83(1986)-  26 04 35.     (N)    098 03 42.     (W)     SCALED    
 AE0254* NAVD 88     -        24.56   (meters)      80.6    (feet)  RESET     
 AE0254  ___________________________________________________________________
 AE0254  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AE0254
 AE0254  VERT ORDER  -  THIRD
 AE0254
 AE0254.The horizontal coordinates were scaled from a topographic map and have
 AE0254.an estimated accuracy of +/- 6 seconds.
 AE0254
 AE0254.The orthometric height was computed from unverified reset data.
 AE0254
 AE0254.The geoid height was determined by GEOID03.
 AE0254
 AE0254;                    North         East    Units  Estimated Accuracy
 AE0254;SPC TX S     - 5,045,470.      343,860.      MT  (+/- 180 meters Scaled)
 AE0254
 AE0254                          SUPERSEDED SURVEY CONTROL
 AE0254
 AE0254.No superseded survey control is available for this station.
 AE0254
 AE0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP938844(NAD 83)
 AE0254_MARKER: DB = BENCH MARK DISK
 AE0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0254_STAMPING: H 683 RESET 1948
 AE0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0254+STABILITY: SURFACE MOTION
 AE0254
 AE0254  HISTORY     - Date     Condition        Report By
 AE0254  HISTORY     - 1948     MONUMENTED       TXHD
 AE0254
 AE0254                          STATION DESCRIPTION
 AE0254
 AE0254'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AE0254'IN RAY PAUL.
 AE0254'AT RAY PAUL, HIDALGO COUNTY, ON U.S. HIGHWAY 281, 600 FEET EAST OF RUN
 AE0254'SCHOOL NO. 1 DISTRICT 14, SOUTHEAST OF THE INTERSECTION OF A GRAVEL
 AE0254'ROAD LEADING NORTH TO DONNA, 48 FEET SOUTH OF THE CENTERLINE OF THE
 AE0254'HIGHWAY, AND NEAR A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 AE0254'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0309 ***********************************************************************
 AE0309  DESIGNATION -  H 684 RESET 1954
 AE0309  PID         -  AE0309
 AE0309  STATE/COUNTY-  TX/HIDALGO
 AE0309  USGS QUAD   -  PHARR (1983)
 AE0309
 AE0309                         *CURRENT SURVEY CONTROL
 AE0309  ___________________________________________________________________
 AE0309* NAD 83(1986)-  26 11 04.     (N)    098 11 08.     (W)     SCALED    
 AE0309* NAVD 88     -        36.707  (meters)     120.43   (feet)  ADJUSTED  
 AE0309  ___________________________________________________________________
 AE0309  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AE0309  DYNAMIC HT  -          36.646 (meters)     120.23  (feet)  COMP
 AE0309  MODELED GRAV-     978,994.1   (mgal)                       NAVD 88
 AE0309
 AE0309  VERT ORDER  -  FIRST     CLASS II
 AE0309
 AE0309.The horizontal coordinates were scaled from a topographic map and have
 AE0309.an estimated accuracy of +/- 6 seconds.
 AE0309
 AE0309.The orthometric height was determined by differential leveling
 AE0309.and adjusted by the National Geodetic Survey in June 1991..
 AE0309
 AE0309.The geoid height was determined by GEOID03.
 AE0309
 AE0309.The dynamic height is computed by dividing the NAVD 88
 AE0309.geopotential number by the normal gravity value computed on the
 AE0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0309.degrees latitude (g = 980.6199 gals.).
 AE0309
 AE0309.The modeled gravity was interpolated from observed gravity values.
 AE0309
 AE0309;                    North         East    Units  Estimated Accuracy
 AE0309;SPC TX S     - 5,057,410.      331,430.      MT  (+/- 180 meters Scaled)
 AE0309
 AE0309                          SUPERSEDED SURVEY CONTROL
 AE0309
 AE0309.No superseded survey control is available for this station.
 AE0309
 AE0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP813963(NAD 83)
 AE0309_MARKER: DB = BENCH MARK DISK
 AE0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0309_SP_SET: IRRIGATION CANAL
 AE0309_STAMPING: H 684 RESET 1954
 AE0309_MARK LOGO: CGS   
 AE0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE0309+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 AE0309
 AE0309  HISTORY     - Date     Condition        Report By
 AE0309  HISTORY     - 1954     MONUMENTED       TXHD
 AE0309  HISTORY     - 1981     GOOD             NGS
 AE0309  HISTORY     - 20011113 GOOD             TXDOT
 AE0309  HISTORY     - 20040310 GOOD             GEOCAC
 AE0309
 AE0309                          STATION DESCRIPTION
 AE0309
 AE0309'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AE0309'0.8 MI S FROM PHARR.
 AE0309'0.8 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE MISSOURI PACIFIC
 AE0309'RAILROAD STATION AT PHARR, HIDALGO COUNTY, AT A LARGE IRRIGATION
 AE0309'CANAL, 70 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A NEW BOX
 AE0309'SIPHON, AND IN THE TOP OF THE SOUTH END OF THE HEADWALL.  A STANDARD
 AE0309'DISK, STAMPED H 684 RESET 1954.
 AE0309
 AE0309                          STATION RECOVERY (1981)
 AE0309
 AE0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0309'1.1 KM (O.7 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF U.S.
 AE0309'HIGHWAY 83 BUSINESS AT PHARR, SET IN THE TOP AT THE SOUTH END OF THE
 AE0309'WEST HEADWALL OF A CONCRETE SIPHON OF A LARGE IRRIGATION CANAL,
 AE0309'21.3 METERS (70.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 AE0309'THE MARK IS 3.0 M ABOVE HIGHWAY.
 AE0309
 AE0309                          STATION RECOVERY (2001)
 AE0309
 AE0309'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 AE0309'RECOVERED IN GOOD CONDITION.
 AE0309
 AE0309                          STATION RECOVERY (2004)
 AE0309
 AE0309'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AE0309'RECOVERED IN GOOD CONDITION.
 AE0309'HANDHELD GPS COORDINATES- N26 11 05.5   W098 11 09.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0286 ***********************************************************************
 AE0286  DESIGNATION -  H 685
 AE0286  PID         -  AE0286
 AE0286  STATE/COUNTY-  TX/HIDALGO
 AE0286  USGS QUAD   -  MISSION (1983)
 AE0286
 AE0286                         *CURRENT SURVEY CONTROL
 AE0286  ___________________________________________________________________
 AE0286* NAD 83(1986)-  26 08 05.     (N)    098 17 55.     (W)     SCALED    
 AE0286* NAVD 88     -        32.769  (meters)     107.51   (feet)  POSTED    
 AE0286  ___________________________________________________________________
 AE0286  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE0286  DYNAMIC HT  -          32.710 (meters)     107.32  (feet)  COMP
 AE0286  MODELED GRAV-     978,979.4   (mgal)                       NAVD 88
 AE0286
 AE0286  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0286
 AE0286.The horizontal coordinates were scaled from a topographic map and have
 AE0286.an estimated accuracy of +/- 6 seconds.
 AE0286
 AE0286.The orthometric height was determined by differential leveling
 AE0286.and adjusted by the National Geodetic Survey in 1992..
 AE0286.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0286.rate of 1.1 thru 2.0 mm/km.
 AE0286
 AE0286.The geoid height was determined by GEOID03.
 AE0286
 AE0286.The dynamic height is computed by dividing the NAVD 88
 AE0286.geopotential number by the normal gravity value computed on the
 AE0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0286.degrees latitude (g = 980.6199 gals.).
 AE0286
 AE0286.The modeled gravity was interpolated from observed gravity values.
 AE0286
 AE0286;                    North         East    Units  Estimated Accuracy
 AE0286;SPC TX S     - 5,051,870.      320,140.      MT  (+/- 180 meters Scaled)
 AE0286
 AE0286                          SUPERSEDED SURVEY CONTROL
 AE0286
 AE0286  NGVD 29 (??/??/92)   32.868  (m)          107.83   (f) ADJ UNCH    2 0
 AE0286
 AE0286.Superseded values are not recommended for survey control.
 AE0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0286.See file dsdata.txt to determine how the superseded data were derived.
 AE0286
 AE0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP701907(NAD 83)
 AE0286_MARKER: DD = SURVEY DISK
 AE0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0286_STAMPING: H 685 1942 107.55
 AE0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0286+STABILITY: SURFACE MOTION
 AE0286
 AE0286  HISTORY     - Date     Condition        Report By
 AE0286  HISTORY     - 1942     MONUMENTED       IBC
 AE0286  HISTORY     - 1942     GOOD             NGS
 AE0286
 AE0286                          STATION DESCRIPTION
 AE0286
 AE0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0286'IN GRANJENO.
 AE0286'AT GRANJENO, HIDALGO COUNTY, 0.45 MILE EAST ALONG OLD MILITARY ROAD
 AE0286'FROM THE PUBLIC SCHOOL AT THE INTERSECTION OF A DIRT ROAD LEADING
 AE0286'NORTH, 66 FEET SOUTHWEST ACROSS THE ROAD FROM POWER LINE POLE 816, 24
 AE0286'FEET SOUTH OF THE CENTERLINE OF OLD MILITARY ROAD, ON THE EXTENDED
 AE0286'CENTERLINE OF THE DIRT ROAD LEADING NORTH, 3 FEET WEST OF A WHITE
 AE0286'WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN OLD MILITARY ROAD.
 AE0286'AN INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK, STAMPED H 685 1942
 AE0286'107.55 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AE0286'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0520 ***********************************************************************
 AE0520  DESIGNATION -  H 686
 AE0520  PID         -  AE0520
 AE0520  STATE/COUNTY-  TX/HIDALGO
 AE0520  USGS QUAD   -  MISSION (1983)
 AE0520
 AE0520                         *CURRENT SURVEY CONTROL
 AE0520  ___________________________________________________________________
 AE0520* NAD 83(1986)-  26 15 00.     (N)    098 19 09.     (W)     SCALED    
 AE0520* NAVD 88     -        45.194  (meters)     148.27   (feet)  ADJUSTED  
 AE0520  ___________________________________________________________________
 AE0520  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AE0520  DYNAMIC HT  -          45.119 (meters)     148.03  (feet)  COMP
 AE0520  MODELED GRAV-     978,996.2   (mgal)                       NAVD 88
 AE0520
 AE0520  VERT ORDER  -  SECOND    CLASS 0
 AE0520
 AE0520.The horizontal coordinates were scaled from a topographic map and have
 AE0520.an estimated accuracy of +/- 6 seconds.
 AE0520
 AE0520.The orthometric height was determined by differential leveling
 AE0520.and adjusted by the National Geodetic Survey in June 1991..
 AE0520
 AE0520.The geoid height was determined by GEOID03.
 AE0520
 AE0520.The dynamic height is computed by dividing the NAVD 88
 AE0520.geopotential number by the normal gravity value computed on the
 AE0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0520.degrees latitude (g = 980.6199 gals.).
 AE0520
 AE0520.The modeled gravity was interpolated from observed gravity values.
 AE0520
 AE0520;                    North         East    Units  Estimated Accuracy
 AE0520;SPC TX S     - 5,064,640.      318,070.      MT  (+/- 180 meters Scaled)
 AE0520
 AE0520                          SUPERSEDED SURVEY CONTROL
 AE0520
 AE0520  NGVD 29 (??/??/92)   45.282  (m)          148.56   (f) ADJ UNCH    2 0
 AE0520
 AE0520.Superseded values are not recommended for survey control.
 AE0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0520.See file dsdata.txt to determine how the superseded data were derived.
 AE0520
 AE0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ679035(NAD 83)
 AE0520_MARKER: DB = BENCH MARK DISK
 AE0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0520_SP_SET: CULVERT
 AE0520_STAMPING: H 686 1942
 AE0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0520
 AE0520  HISTORY     - Date     Condition        Report By
 AE0520  HISTORY     - 1942     MONUMENTED       CGS
 AE0520  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0520  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0520  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0520  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 AE0520
 AE0520                          STATION DESCRIPTION
 AE0520
 AE0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0520'2.5 MI N FROM MISSION.
 AE0520'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY BUILDING AT
 AE0520'MISSION, PROCEED 2.5 MILES NORTHERLY ALONG STATE HIGHWAY NO. 107 TO A
 AE0520'LARGE IRRIGATION CANAL AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0520'HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 AE0520'CONCRETE IRRIGATION CANAL CULVERT UNDER THE HIGHWAY.  IT IS 93.0 FEET
 AE0520'NORTH OF THE CENTERLINE OF A GRAVEL DRIVE LEADING EAST TO A FARM
 AE0520'HOUSE, 23.0 FEET EAST OF AND ABOUT 3.5 FEET ABOVE THE CENTERLINE OF
 AE0520'THE HIGHWAY.
 AE0520
 AE0520                          STATION RECOVERY (1962)
 AE0520
 AE0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0520'MARK NOT FOUND.
 AE0520
 AE0520                          STATION RECOVERY (1987)
 AE0520
 AE0520'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0520'MARK NOT FOUND.
 AE0520
 AE0520                          STATION RECOVERY (1987)
 AE0520
 AE0520'RECOVERY NOTE BY US POWER SQUADRON 1987 (USP)
 AE0520'MARK NOT FOUND.
 AE0520
 AE0520                          STATION RECOVERY (2004)
 AE0520
 AE0520'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE0520'FIRST STATE BANK AND TRUST COMPANY IS NOW CALLED TEXAS STATE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0750 ***********************************************************************
 AE0750  DESIGNATION -  H 687
 AE0750  PID         -  AE0750
 AE0750  STATE/COUNTY-  TX/STARR
 AE0750  USGS QUAD   -  EL SAUZ (1993)
 AE0750
 AE0750                         *CURRENT SURVEY CONTROL
 AE0750  ___________________________________________________________________
 AE0750* NAD 83(1986)-  26 34 22.     (N)    098 52 18.     (W)     SCALED    
 AE0750* NAVD 88     -        78.769  (meters)     258.43   (feet)  ADJUSTED  
 AE0750  ___________________________________________________________________
 AE0750  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AE0750  DYNAMIC HT  -          78.640 (meters)     258.00  (feet)  COMP
 AE0750  MODELED GRAV-     979,008.8   (mgal)                       NAVD 88
 AE0750
 AE0750  VERT ORDER  -  SECOND    CLASS 0
 AE0750
 AE0750.The horizontal coordinates were scaled from a topographic map and have
 AE0750.an estimated accuracy of +/- 6 seconds.
 AE0750
 AE0750.The orthometric height was determined by differential leveling
 AE0750.and adjusted by the National Geodetic Survey in June 1991..
 AE0750
 AE0750.The geoid height was determined by GEOID03.
 AE0750
 AE0750.The dynamic height is computed by dividing the NAVD 88
 AE0750.geopotential number by the normal gravity value computed on the
 AE0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0750.degrees latitude (g = 980.6199 gals.).
 AE0750
 AE0750.The modeled gravity was interpolated from observed gravity values.
 AE0750
 AE0750;                    North         East    Units  Estimated Accuracy
 AE0750;SPC TX S     - 5,100,450.      262,980.      MT  (+/- 180 meters Scaled)
 AE0750
 AE0750                          SUPERSEDED SURVEY CONTROL
 AE0750
 AE0750  NGVD 29 (??/??/92)   78.827  (m)          258.62   (f) ADJ UNCH    2 0
 AE0750
 AE0750.Superseded values are not recommended for survey control.
 AE0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0750.See file dsdata.txt to determine how the superseded data were derived.
 AE0750
 AE0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ127391(NAD 83)
 AE0750_MARKER: DB = BENCH MARK DISK
 AE0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0750_STAMPING: H 687 1942
 AE0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0750+STABILITY: SURFACE MOTION
 AE0750
 AE0750  HISTORY     - Date     Condition        Report By
 AE0750  HISTORY     - 1942     MONUMENTED       CGS
 AE0750
 AE0750                          STATION DESCRIPTION
 AE0750
 AE0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0750'IN EL SAUZ.
 AE0750'BENCH MARK IS IN THE SOUTHEAST CORNER OF THE SCHOOL YARD AT EL SAUZ.
 AE0750'IT IS ABOUT 63.0 YARDS EAST OF THE SOUTHEAST CORNER OF SCHOOL
 AE0750'BUILDING, 44.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0750'CENTERLINE OF GRAVEL ROAD.  IT IS 4.0 FEET NORTHWEST OF THE RIGHT OF
 AE0750'WAY FENCE CORNER.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4 INCH WHITE
 AE0750'WOODEN MARKER POST AND PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0366 ***********************************************************************
 AE0366  DESIGNATION -  H 688
 AE0366  PID         -  AE0366
 AE0366  STATE/COUNTY-  TX/HIDALGO
 AE0366  USGS QUAD   -  MISSION (1983)
 AE0366
 AE0366                         *CURRENT SURVEY CONTROL
 AE0366  ___________________________________________________________________
 AE0366* NAD 83(1986)-  26 12 35.     (N)    098 16 25.     (W)     SCALED    
 AE0366* NAVD 88     -        41.495  (meters)     136.14   (feet)  ADJUSTED  
 AE0366  ___________________________________________________________________
 AE0366  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AE0366  DYNAMIC HT  -          41.426 (meters)     135.91  (feet)  COMP
 AE0366  MODELED GRAV-     978,992.7   (mgal)                       NAVD 88
 AE0366
 AE0366  VERT ORDER  -  FIRST     CLASS II
 AE0366
 AE0366.The horizontal coordinates were scaled from a topographic map and have
 AE0366.an estimated accuracy of +/- 6 seconds.
 AE0366
 AE0366.The orthometric height was determined by differential leveling
 AE0366.and adjusted by the National Geodetic Survey in June 1991..
 AE0366
 AE0366.The geoid height was determined by GEOID03.
 AE0366
 AE0366.The dynamic height is computed by dividing the NAVD 88
 AE0366.geopotential number by the normal gravity value computed on the
 AE0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0366.degrees latitude (g = 980.6199 gals.).
 AE0366
 AE0366.The modeled gravity was interpolated from observed gravity values.
 AE0366
 AE0366;                    North         East    Units  Estimated Accuracy
 AE0366;SPC TX S     - 5,060,190.      322,630.      MT  (+/- 180 meters Scaled)
 AE0366
 AE0366                          SUPERSEDED SURVEY CONTROL
 AE0366
 AE0366.No superseded survey control is available for this station.
 AE0366
 AE0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP725991(NAD 83)
 AE0366_MARKER: DB = BENCH MARK DISK
 AE0366_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE0366_SP_SET: IRRIGATION CANAL GATE BOX
 AE0366_STAMPING: H 688 1942
 AE0366_MARK LOGO: CGS   
 AE0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE0366+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2004
 AE0366
 AE0366  HISTORY     - Date     Condition        Report By
 AE0366  HISTORY     - 1942     MONUMENTED       CGS
 AE0366  HISTORY     - 1943     GOOD             CGS
 AE0366  HISTORY     - 1981     GOOD             NGS
 AE0366  HISTORY     - 1987     GOOD             USPSQD
 AE0366  HISTORY     - 19920409 GOOD             USPSQD
 AE0366  HISTORY     - 20041003 GOOD             USPSQD
 AE0366
 AE0366                          STATION DESCRIPTION
 AE0366
 AE0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0366'3.1 MI E FROM MISSION.
 AE0366'TO REACH FROM THE MISSOURI PACIFIC RAILROAD PASSENGER STATION AT
 AE0366'MISSION, PROCEED 3.1 MILES EASTERLY ALONG THE TRACK TO THE GRADE
 AE0366'CROSSING OF A DIRT ROAD LEADING NORTH TO A FARM HOUSE AND SITE OF
 AE0366'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END
 AE0366'OF A CONCRETE IRRIGATION CANAL CONTROL GATE.  IT IS 133.0 FEET
 AE0366'NORTHEAST OF THE CENTERLINE OF A GRADE CROSSING, 57.0 FEET NORTH OF
 AE0366'AND ABOUT 2.5 FEET ABOVE THE CENTERLINE OF THE TRACK, 34.3 FEET
 AE0366'NORTHEAST OF TELEGRAPH POLE NO. A36/20, 6.8 FEET NORTH OF THE NORTH
 AE0366'RIGHT-OF-WAY FENCE.
 AE0366
 AE0366                          STATION RECOVERY (1943)
 AE0366
 AE0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AE0366'BENCH MARK IS ABOUT 3.1 MILES EASTERLY ALONG THE MISSOURI PACIFIC
 AE0366'RAILROAD FROM THE STATION AT MISSION, ABOUT 2.5 MILES WESTERLY FROM
 AE0366'THE STATION AT MCALLEN. IT IS ABOUT 133.0 FEET NORTHEAST OF A PRIVATE
 AE0366'GRADE CROSSING, 57.0 FEET NORTH OF AND ABOUT 2.5 FEET ABOVE THE
 AE0366'CENTERLINE OF THE TRACKS, AND 34.0 FEET NORTHEAST OF MILE POLE NO.
 AE0366'A-36.20. IT IS SET HORIZONTALLY IN THE EAST END OF AN IRRIGATION
 AE0366'CANAL CONCRETE CONTROL GATE BOX. A DISK SET IN DRILL HOLE.
 AE0366
 AE0366                          STATION RECOVERY (1981)
 AE0366
 AE0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0366'4.6 KM (2.85 MI) WEST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE JUNCTION
 AE0366'OF FARM ROAD 336 AT MCALLEN, ALSO 5.5 KM (3.4 MI) EAST ALONG U.S.
 AE0366'HIGHWAY 83 BUSINESS EASTBOUND FROM THE JUNCTION OF FARM ROAD 107 NORTH
 AE0366'AT MISSION, AT PRIVATE DRIVE LEADING NORTH, SET IN THE TOP, AT THE
 AE0366'EAST END OF AN IRRIGATION CANAL CONCRETE CONTROL GATE BOX, (NOW
 AE0366'ABANDONED), 40.5 METERS (133.FT) NORTHEAST OF THE CENTER OF THE
 AE0366'PRIVATE DRIVE, 17.1 METERS (56.0 FT) NORTH OF THE NORTH RAIL OF THE
 AE0366'MISSOURI PACIFIC RAILROAD TRACKS, AND 36.6 METERS (120.0 FT) NORTH OF
 AE0366'THE CENTER OF THE HIGHWAY.
 AE0366'THE MARK IS 0.8 M ABOVE RAILROAD TRACKS..
 AE0366
 AE0366                          STATION RECOVERY (1987)
 AE0366
 AE0366'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0366'RECOVERED IN GOOD CONDITION.
 AE0366
 AE0366                          STATION RECOVERY (1992)
 AE0366
 AE0366'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0366'RECOVERED IN GOOD CONDITION.
 AE0366
 AE0366                          STATION RECOVERY (2004)
 AE0366
 AE0366'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE0366'THE ABANDONED IRRIGATION CANAL CONCRETE CONTROL BOX GATE IS LOCATED
 AE0366'INSIDE A PRIVATE CHAIN-LINK FENCED AREA, ON AN EMPTY LOT ADJACENT TO
 AE0366'AND EAST OF JOE'S AUTOMOTIVE WHICH IS LOCATED AT 4916 W. BUS 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0032 ***********************************************************************
 AZ0032  DESIGNATION -  H 69
 AZ0032  PID         -  AZ0032
 AZ0032  STATE/COUNTY-  TX/EDWARDS
 AZ0032  USGS QUAD   -  VANCE (1973)
 AZ0032
 AZ0032                         *CURRENT SURVEY CONTROL
 AZ0032  ___________________________________________________________________
 AZ0032* NAD 83(1986)-  29 46 53.     (N)    100 05 11.     (W)     SCALED    
 AZ0032* NAVD 88     -       500.021  (meters)    1640.49   (feet)  ADJUSTED  
 AZ0032  ___________________________________________________________________
 AZ0032  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 AZ0032  DYNAMIC HT  -         499.278 (meters)    1638.05  (feet)  COMP
 AZ0032  MODELED GRAV-     979,143.0   (mgal)                       NAVD 88
 AZ0032
 AZ0032  VERT ORDER  -  SECOND    CLASS 0
 AZ0032
 AZ0032.The horizontal coordinates were scaled from a topographic map and have
 AZ0032.an estimated accuracy of +/- 6 seconds.
 AZ0032
 AZ0032.The orthometric height was determined by differential leveling
 AZ0032.and adjusted by the National Geodetic Survey in June 1991..
 AZ0032
 AZ0032.The geoid height was determined by GEOID03.
 AZ0032
 AZ0032.The dynamic height is computed by dividing the NAVD 88
 AZ0032.geopotential number by the normal gravity value computed on the
 AZ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0032.degrees latitude (g = 980.6199 gals.).
 AZ0032
 AZ0032.The modeled gravity was interpolated from observed gravity values.
 AZ0032
 AZ0032;                    North         East    Units  Estimated Accuracy
 AZ0032;SPC TXSC     - 4,216,390.      494,960.      MT  (+/- 180 meters Scaled)
 AZ0032
 AZ0032                          SUPERSEDED SURVEY CONTROL
 AZ0032
 AZ0032  NGVD 29 (??/??/92)  499.951  (m)         1640.26   (f) ADJ UNCH    2 0
 AZ0032
 AZ0032.Superseded values are not recommended for survey control.
 AZ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0032.See file dsdata.txt to determine how the superseded data were derived.
 AZ0032
 AZ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT949950(NAD 83)
 AZ0032_MARKER: DD = SURVEY DISK
 AZ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0032_STAMPING: H 69 1923
 AZ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0032+STABILITY: SURFACE MOTION
 AZ0032
 AZ0032  HISTORY     - Date     Condition        Report By
 AZ0032  HISTORY     - 1923     MONUMENTED       USGS
 AZ0032  HISTORY     - 1940     GOOD             NGS
 AZ0032
 AZ0032                          STATION DESCRIPTION
 AZ0032
 AZ0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0032'10.1 MI NW FROM CAMP WOOD.
 AZ0032'IN EDWARDS COUNTY, 10.1 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM
 AZ0032'THE UVALDE AND NORTHERN RAILWAY STATION AT CAMP WOOD, REAL COUNTY, 42
 AZ0032'FEET NORTH OF A FENCE JUNCTION, AT THE JUNCTION OF A RANCH ROAD
 AZ0032'LEADING EAST, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET
 AZ0032'NORTH OF THE FENCE GATE, AND 5 FEET EAST OF THE FENCE.  A UNITED
 AZ0032'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 69 1923 AND SET IN
 AZ0032'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1068 ***********************************************************************
 BY1068  DESIGNATION -  H 69
 BY1068  PID         -  BY1068
 BY1068  STATE/COUNTY-  TX/NACOGDOCHES
 BY1068  USGS QUAD   -  REKLAW (1973)
 BY1068
 BY1068                         *CURRENT SURVEY CONTROL
 BY1068  ___________________________________________________________________
 BY1068* NAD 83(1986)-  31 49 19.     (N)    094 55 14.     (W)     SCALED    
 BY1068* NAVD 88     -        94.545  (meters)     310.19   (feet)  ADJUSTED  
 BY1068  ___________________________________________________________________
 BY1068  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY1068  DYNAMIC HT  -          94.431 (meters)     309.81  (feet)  COMP
 BY1068  MODELED GRAV-     979,437.0   (mgal)                       NAVD 88
 BY1068
 BY1068  VERT ORDER  -  FIRST     CLASS II
 BY1068
 BY1068.The horizontal coordinates were scaled from a topographic map and have
 BY1068.an estimated accuracy of +/- 6 seconds.
 BY1068
 BY1068.The orthometric height was determined by differential leveling
 BY1068.and adjusted by the National Geodetic Survey in June 1991..
 BY1068
 BY1068.The geoid height was determined by GEOID03.
 BY1068
 BY1068.The dynamic height is computed by dividing the NAVD 88
 BY1068.geopotential number by the normal gravity value computed on the
 BY1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1068.degrees latitude (g = 980.6199 gals.).
 BY1068
 BY1068.The modeled gravity was interpolated from observed gravity values.
 BY1068
 BY1068;                    North         East    Units  Estimated Accuracy
 BY1068;SPC TX C     - 3,251,400.    1,212,250.      MT  (+/- 180 meters Scaled)
 BY1068
 BY1068                          SUPERSEDED SURVEY CONTROL
 BY1068
 BY1068  NGVD 29 (??/??/92)   94.574  (m)          310.28   (f) ADJ UNCH    1 2
 BY1068
 BY1068.Superseded values are not recommended for survey control.
 BY1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1068.See file dsdata.txt to determine how the superseded data were derived.
 BY1068
 BY1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR182223(NAD 83)
 BY1068_MARKER: DB = BENCH MARK DISK
 BY1068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1068_SP_SET: BUILDING WALL
 BY1068_STAMPING: H 69 1929 ELEV 310.429
 BY1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1068
 BY1068  HISTORY     - Date     Condition        Report By
 BY1068  HISTORY     - 1929     MONUMENTED       CGS
 BY1068  HISTORY     - 1952     GOOD             NGS
 BY1068  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1068  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1068
 BY1068                          STATION DESCRIPTION
 BY1068
 BY1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1068'5.2 MI W FROM CUSHING.
 BY1068'5.2 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1068'STATION AT CUSHING, AT SACUL, 5 POLES WEST OF MILEPOST 177, 348 FEET
 BY1068'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, SET VERTICALLY IN THE EAST
 BY1068'WALL OF A 2 STORY VACANT BRICK BUILDING WHICH IS OWNED BY J.O.
 BY1068'APPLEWHITE, 4 FEET ABOVE THE SIDEWALK.
 BY1068
 BY1068                          STATION RECOVERY (1979)
 BY1068
 BY1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1068'MARK NOT FOUND.
 BY1068
 BY1068                          STATION RECOVERY (1998)
 BY1068
 BY1068'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6808 ***********************************************************************
 AW6808  DESIGNATION -  H 69 TX
 AW6808  PID         -  AW6808
 AW6808  STATE/COUNTY-  TX/BRAZORIA
 AW6808  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6808
 AW6808                         *CURRENT SURVEY CONTROL
 AW6808  ___________________________________________________________________
 AW6808* NAD 83(1993)-  29 02 32.10327(N)    095 09 59.07128(W)     ADJUSTED  
 AW6808* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 AW6808  ___________________________________________________________________
 AW6808  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AW6808  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AW6808
 AW6808  HORZ ORDER  -  THIRD
 AW6808
 AW6808.The horizontal coordinates were established by classical geodetic methods
 AW6808.and adjusted by the National Geodetic Survey in February 1996..
 AW6808
 AW6808.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6808
 AW6808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6808
 AW6808.The geoid height was determined by GEOID03.
 AW6808
 AW6808;                    North         East     Units Scale Factor Converg.
 AW6808;SPC TXSC     - 4,140,099.043   973,275.866   MT  0.99987620   +1 52 41.2
 AW6808;SPC TXSC     -13,582,974.94  3,193,155.90   sFT  0.99987620   +1 52 41.2
 AW6808;UTM  15      - 3,214,603.296   289,051.039   MT  1.00014916   -1 03 07.5
 AW6808
 AW6808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6808!SPC TXSC     -   1.00000389  x   0.99987620  =   0.99988009
 AW6808!UTM  15      -   1.00000389  x   1.00014916  =   1.00015305
 AW6808
 AW6808:                Primary Azimuth Mark                     Grid Az
 AW6808:SPC TXSC     -  H 70 TX                                  219 07 16.1
 AW6808:UTM  15      -  H 70 TX                                  222 03 04.8
 AW6808
 AW6808|---------------------------------------------------------------------|
 AW6808| PID    Reference Object                     Distance      Geod. Az  |
 AW6808|                                                           dddmmss.s |
 AW6808| AW6809 H 70 TX                             APPROX. 0.5 KM 2205957.3 |
 AW6808|---------------------------------------------------------------------|
 AW6808
 AW6808                          SUPERSEDED SURVEY CONTROL
 AW6808
 AW6808  NAD 83(1986)-  29 02 32.11287(N)    095 09 59.05165(W) AD(       ) 3
 AW6808  NAD 27      -  29 02 31.23570(N)    095 09 58.30117(W) AD(       ) 3
 AW6808  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 AW6808
 AW6808.Superseded values are not recommended for survey control.
 AW6808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6808.See file dsdata.txt to determine how the superseded data were derived.
 AW6808
 AW6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8905114603(NAD 83)
 AW6808_MARKER: DD = SURVEY DISK
 AW6808_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6808_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6808_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6808+STABILITY: SURFACE MOTION
 AW6808
 AW6808  HISTORY     - Date     Condition        Report By
 AW6808  HISTORY     - 1979     MONUMENTED       NOS
 AW6808  HISTORY     - 1982     GOOD             NOS
 AW6808  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6808  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6808
 AW6808                          STATION DESCRIPTION
 AW6808
 AW6808'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6808'THE STATION IS LOCATED 3.6 MILES SOUTHWEST OF THE SOUTH SIDE
 AW6808'OF SAN LUIS PASS.
 AW6808'
 AW6808'TO REACH FROM THE SOUTH END OF THE SAN LUIS PASS BRIDGE GO
 AW6808'SOUTHWEST ON COUNTY ROAD 257 FOR 3.6 MILES TO THE STATION ON
 AW6808'THE RIGHT.
 AW6808'
 AW6808'THE STATION IS AN NOS ALUMINUM DISK STAMPED---H 69 TX 1979---,
 AW6808'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN
 AW6808'CONCRETE AND PROJECTING 4 INCHES. IT IS 60 FEET NORTHEAST OF
 AW6808'A 3 FOOT GREEN TELEPHONE COMPANY BOX, 58 FEET NORTH-NORTHWEST
 AW6808'OF THE CENTER OF COUNTY ROAD 257 AND 2 FEET SOUTH-SOUTHEAST
 AW6808'OF  A WOODEN WITNESS POST WITH SIGN ATTACHED.
 AW6808'
 AW6808'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS.
 AW6808
 AW6808                          STATION RECOVERY (1982)
 AW6808
 AW6808'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6808'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6808
 AW6808                          STATION RECOVERY (2004)
 AW6808
 AW6808'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6808'MARK NOT FOUND.
 AW6808
 AW6808                          STATION RECOVERY (2005)
 AW6808
 AW6808'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1151 ***********************************************************************
 AW1151  DESIGNATION -  H 691
 AW1151  PID         -  AW1151
 AW1151  STATE/COUNTY-  TX/BRAZORIA
 AW1151  USGS QUAD   -  LIVERPOOL (1963)
 AW1151
 AW1151                         *CURRENT SURVEY CONTROL
 AW1151  ___________________________________________________________________
 AW1151* NAD 83(1986)-  29 18 44.     (N)    095 15 46.     (W)     SCALED    
 AW1151* NAVD 88     -         6.93   (+/-2cm)      22.7    (feet)  VERTCON   
 AW1151  ___________________________________________________________________
 AW1151  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW1151
 AW1151  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1151
 AW1151.The horizontal coordinates were scaled from a topographic map and have
 AW1151.an estimated accuracy of +/- 6 seconds.
 AW1151
 AW1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1151.The vertical order pertains to the NGVD 29 superseded value.
 AW1151
 AW1151.The geoid height was determined by GEOID03.
 AW1151
 AW1151;                    North         East    Units  Estimated Accuracy
 AW1151;SPC TXSC     - 4,169,700.      962,940.      MT  (+/- 180 meters Scaled)
 AW1151
 AW1151                          SUPERSEDED SURVEY CONTROL
 AW1151
 AW1151  NGVD 29 (??/??/92)    6.929  (m)           22.73   (f) ADJ UNCH    1 1
 AW1151
 AW1151.Superseded values are not recommended for survey control.
 AW1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1151.See file dsdata.txt to determine how the superseded data were derived.
 AW1151
 AW1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN802447(NAD 83)
 AW1151_MARKER: DB = BENCH MARK DISK
 AW1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1151_STAMPING: H 691 1942
 AW1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1151+STABILITY: SURFACE MOTION
 AW1151
 AW1151  HISTORY     - Date     Condition        Report By
 AW1151  HISTORY     - 1942     MONUMENTED       CGS
 AW1151  HISTORY     - 1973     GOOD             NGS
 AW1151  HISTORY     - 1978     GOOD             NGS
 AW1151
 AW1151                          STATION DESCRIPTION
 AW1151
 AW1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1151'1.5 MI NE FROM LIVERPOOL.
 AW1151'1.5 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1151'CROSSING OF MAIN STREET AT LIVERPOOL, 42.7 FEET NORTHWEST OF THE
 AW1151'NORTHWEST RAIL, 60 FEET NORTHEAST OF MILEPOLE 335 AND IN LINE WITH THE
 AW1151'POLES, 0.5 FOOT NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 AW1151'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AW1151'ABOVE THE GROUND.
 AW1151
 AW1151                          STATION RECOVERY (1978)
 AW1151
 AW1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1151'1.5 MI. NE ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AW1151'OF MAIN ST. AT LIVERPOOL, 42 FT. NW OF THE NW RAIL, 54 FT. NE OF
 AW1151'MILEPOST 335 AND IN LINE WITH TWO POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4041 ***********************************************************************
 AW4041  DESIGNATION -  H 692
 AW4041  PID         -  AW4041
 AW4041  STATE/COUNTY-  TX/BRAZORIA
 AW4041  USGS QUAD   -  JULIFF (1974)
 AW4041
 AW4041                         *CURRENT SURVEY CONTROL
 AW4041  ___________________________________________________________________
 AW4041* NAD 83(1986)-  29 23 09.     (N)    095 28 51.     (W)     SCALED    
 AW4041* NAVD 88     -        17.45   (+/-2cm)      57.3    (feet)  VERTCON   
 AW4041  ___________________________________________________________________
 AW4041  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW4041
 AW4041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4041
 AW4041.The horizontal coordinates were scaled from a topographic map and have
 AW4041.an estimated accuracy of +/- 6 seconds.
 AW4041
 AW4041.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4041.The vertical order pertains to the NGVD 29 superseded value.
 AW4041
 AW4041.The geoid height was determined by GEOID03.
 AW4041
 AW4041;                    North         East    Units  Estimated Accuracy
 AW4041;SPC TXSC     - 4,177,200.      941,520.      MT  (+/- 180 meters Scaled)
 AW4041
 AW4041                          SUPERSEDED SURVEY CONTROL
 AW4041
 AW4041  NGVD 29 (??/??/92)   17.444  (m)           57.23   (f) ADJ UNCH    2 0
 AW4041
 AW4041.Superseded values are not recommended for survey control.
 AW4041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4041.See file dsdata.txt to determine how the superseded data were derived.
 AW4041
 AW4041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN592532(NAD 83)
 AW4041_MARKER: DB = BENCH MARK DISK
 AW4041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4041_SP_SET: CULVERT
 AW4041_STAMPING: H 692 1942
 AW4041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4041+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AW4041
 AW4041  HISTORY     - Date     Condition        Report By
 AW4041  HISTORY     - 1942     MONUMENTED       CGS
 AW4041  HISTORY     - 1988     GOOD             USPSQD
 AW4041  HISTORY     - 20040312 GOOD             USPSQD
 AW4041
 AW4041                          STATION DESCRIPTION
 AW4041
 AW4041'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4041'8.1 MI S FROM ARCOLA.
 AW4041'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD JUNCTION AT
 AW4041'ARCOLA, PROCEED 8.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD TO
 AW4041'THE INTERSECTION OF A DIRT ROAD CROSSING AND TO SITE OF BENCH MARK.
 AW4041'BENCH MARK IS 0.2 MILE NORTH OF THE POST OFFICE AT SANDY POINT AND IS
 AW4041'SET HORIZONTALLY IN THE EAST END OF THE SOUTH HEADWALL OF A 15X4 FOOT
 AW4041'3 SECTION CONCRETE DRAINAGE DITCH CULVERT RUNNING PARALLEL WITH THE
 AW4041'TRACK.  IT IS 60.0 FEET WEST OF AND LEVEL WITH THE CENTERLINE OF
 AW4041'HIGHWAY NO. 288 AND 39.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE
 AW4041'CENTERLINE OF TRACK, ABOUT 12.0 FEET SOUTH OF THE CENTERLINE OF DIRT
 AW4041'ROAD CROSSING.
 AW4041
 AW4041                          STATION RECOVERY (1988)
 AW4041
 AW4041'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4041'RECOVERED IN GOOD CONDITION.
 AW4041
 AW4041                          STATION RECOVERY (2004)
 AW4041
 AW4041'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4041'GO SOUTH ON HW 521 FROM ARCOLA TO N29 23 08.6 W095 28 52.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4088 ***********************************************************************
 AW4088  DESIGNATION -  H 693
 AW4088  PID         -  AW4088
 AW4088  STATE/COUNTY-  TX/BRAZORIA
 AW4088  USGS QUAD   -  DANBURY (1974)
 AW4088
 AW4088                         *CURRENT SURVEY CONTROL
 AW4088  ___________________________________________________________________
 AW4088* NAD 83(1986)-  29 14 25.     (N)    095 21 57.     (W)     SCALED    
 AW4088* NAVD 88     -         7.58   (+/-2cm)      24.9    (feet)  VERTCON   
 AW4088  ___________________________________________________________________
 AW4088  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW4088
 AW4088  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4088
 AW4088.The horizontal coordinates were scaled from a topographic map and have
 AW4088.an estimated accuracy of +/- 6 seconds.
 AW4088
 AW4088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4088.The vertical order pertains to the NGVD 29 superseded value.
 AW4088
 AW4088.The geoid height was determined by GEOID03.
 AW4088
 AW4088;                    North         East    Units  Estimated Accuracy
 AW4088;SPC TXSC     - 4,161,420.      953,180.      MT  (+/- 180 meters Scaled)
 AW4088
 AW4088                          SUPERSEDED SURVEY CONTROL
 AW4088
 AW4088  NGVD 29 (??/??/92)    7.588  (m)           24.89   (f) ADJ UNCH    2 0
 AW4088
 AW4088.Superseded values are not recommended for survey control.
 AW4088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4088.See file dsdata.txt to determine how the superseded data were derived.
 AW4088
 AW4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN700369(NAD 83)
 AW4088_MARKER: DB = BENCH MARK DISK
 AW4088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4088_STAMPING: H 693 1942
 AW4088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4088+STABILITY: SURFACE MOTION
 AW4088
 AW4088  HISTORY     - Date     Condition        Report By
 AW4088  HISTORY     - 1942     MONUMENTED       CGS
 AW4088  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW4088
 AW4088                          STATION DESCRIPTION
 AW4088
 AW4088'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4088'2.1 MI W FROM DANBURY.
 AW4088'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AW4088'AT DANBURY, PROCEED 1.5 MILES NORTHWEST ALONG AN IMPROVED ROAD TO THE
 AW4088'INTERSECTION OF STATE HIGHWAY NO. 35, THENCE GO 0.6 MILE SOUTHWEST
 AW4088'ALONG HIGHWAY TO THE INTERSECTION OF DIRT CROSS ROAD AND SITE OF BENCH
 AW4088'MARK.  BENCH MARK IS SET IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 AW4088'IT IS 55.0 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION WITH THE
 AW4088'CENTERLINE OF HIGHWAY, ABOUT 39.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 AW4088'ELEVATION WITH THE CENTERLINE OF DIRT ROAD LEADING NORTHWEST AND
 AW4088'SOUTHEAST, ABOUT 4.0 FEET SOUTHWEST OF A FENCE CORNER AND 1.0 FOOT
 AW4088'SOUTHEAST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTHEAST
 AW4088'OF A 4 X 4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT, AND
 AW4088'SET IN THE TOP OF A CONCRETE POST.
 AW4088
 AW4088                          STATION RECOVERY (1997)
 AW4088
 AW4088'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1207 ***********************************************************************
 AN1207  DESIGNATION -  H 694
 AN1207  PID         -  AN1207
 AN1207  STATE/COUNTY-  TX/SAN PATRICIO
 AN1207  USGS QUAD   -  SINTON EAST (1979)
 AN1207
 AN1207                         *CURRENT SURVEY CONTROL
 AN1207  ___________________________________________________________________
 AN1207* NAD 83(1986)-  28 06 27.     (N)    097 27 17.     (W)     SCALED    
 AN1207* NAVD 88     -        15.155  (meters)      49.72   (feet)  ADJUSTED  
 AN1207  ___________________________________________________________________
 AN1207  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AN1207  DYNAMIC HT  -          15.132 (meters)      49.65  (feet)  COMP
 AN1207  MODELED GRAV-     979,139.5   (mgal)                       NAVD 88
 AN1207
 AN1207  VERT ORDER  -  FIRST     CLASS I
 AN1207
 AN1207.The horizontal coordinates were scaled from a topographic map and have
 AN1207.an estimated accuracy of +/- 6 seconds.
 AN1207
 AN1207.The orthometric height was determined by differential leveling
 AN1207.and adjusted by the National Geodetic Survey in June 1991..
 AN1207.WARNING-Repeat measurements at this control monument indicate possible
 AN1207.vertical movement.
 AN1207
 AN1207.The geoid height was determined by GEOID03.
 AN1207
 AN1207.The dynamic height is computed by dividing the NAVD 88
 AN1207.geopotential number by the normal gravity value computed on the
 AN1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1207.degrees latitude (g = 980.6199 gals.).
 AN1207
 AN1207.The modeled gravity was interpolated from observed gravity values.
 AN1207
 AN1207;                    North         East    Units  Estimated Accuracy
 AN1207;SPC TX S     - 5,270,870.      402,720.      MT  (+/- 180 meters Scaled)
 AN1207
 AN1207                          SUPERSEDED SURVEY CONTROL
 AN1207
 AN1207  NGVD 29 (??/??/92)   15.324  (m)           50.28   (f) ADJ UNCH    1 1
 AN1207
 AN1207.Superseded values are not recommended for survey control.
 AN1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1207.See file dsdata.txt to determine how the superseded data were derived.
 AN1207
 AN1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS517100(NAD 83)
 AN1207_MARKER: DB = BENCH MARK DISK
 AN1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1207_STAMPING: H 694 1942
 AN1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1207+STABILITY: SURFACE MOTION
 AN1207
 AN1207  HISTORY     - Date     Condition        Report By
 AN1207  HISTORY     - 1942     MONUMENTED       CGS
 AN1207  HISTORY     - 1978     POOR             NGS
 AN1207  HISTORY     - 1990     POOR             USPSQD
 AN1207  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1207
 AN1207                          STATION DESCRIPTION
 AN1207
 AN1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1207'5.9 MI NE FROM SINTON.
 AN1207'TO REACH FROM THE RAILROAD STATION AT SINTON, PROCEED 5.9 MILES
 AN1207'NORTHEAST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN1207'POST NO.168 AND SITE OF BENCH MARK.  BENCH MARK IS 51.0 FEET SOUTHEAST
 AN1207'OF AND 1.0 FOOT BELOW THE CENTERLINE OF HIGHWAY NO.77.  IT IS 42.0
 AN1207'FEET NORTHWEST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF TRACK,
 AN1207'6.0 FEET SOUTHWEST OF MILE POST.  MONUMENT IS 3.0 FEET NORTHEAST OF A
 AN1207'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT. STAMPED H 694
 AN1207'1942 AND SET IN THE TOP OF A CONCRETE POST.
 AN1207
 AN1207                          STATION RECOVERY (1978)
 AN1207
 AN1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1207'MARK RECOVERED IN POOR CONDITION.
 AN1207
 AN1207                          STATION RECOVERY (1990)
 AN1207
 AN1207'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1207'MARK RECOVERED IN POOR CONDITION.
 AN1207
 AN1207                          STATION RECOVERY (1995)
 AN1207
 AN1207'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0463 ***********************************************************************
 AN0463  DESIGNATION -  H 695
 AN0463  PID         -  AN0463
 AN0463  STATE/COUNTY-  TX/VICTORIA
 AN0463  USGS QUAD   -  BLOOMINGTON SW (1995)
 AN0463
 AN0463                         *CURRENT SURVEY CONTROL
 AN0463  ___________________________________________________________________
 AN0463* NAD 83(1986)-  28 35 05.     (N)    096 58 09.     (W)     SCALED    
 AN0463* NAVD 88     -        20.435  (meters)      67.04   (feet)  ADJUSTED  
 AN0463  ___________________________________________________________________
 AN0463  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0463  DYNAMIC HT  -          20.405 (meters)      66.95  (feet)  COMP
 AN0463  MODELED GRAV-     979,180.6   (mgal)                       NAVD 88
 AN0463
 AN0463  VERT ORDER  -  FIRST     CLASS I
 AN0463
 AN0463.The horizontal coordinates were scaled from a topographic map and have
 AN0463.an estimated accuracy of +/- 6 seconds.
 AN0463
 AN0463.The orthometric height was determined by differential leveling
 AN0463.and adjusted by the National Geodetic Survey in June 1991..
 AN0463
 AN0463.The geoid height was determined by GEOID03.
 AN0463
 AN0463.The dynamic height is computed by dividing the NAVD 88
 AN0463.geopotential number by the normal gravity value computed on the
 AN0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0463.degrees latitude (g = 980.6199 gals.).
 AN0463
 AN0463.The modeled gravity was interpolated from observed gravity values.
 AN0463
 AN0463;                    North         East    Units  Estimated Accuracy
 AN0463;SPC TXSC     - 4,085,000.      798,650.      MT  (+/- 180 meters Scaled)
 AN0463
 AN0463                          SUPERSEDED SURVEY CONTROL
 AN0463
 AN0463  NGVD 29 (??/??/92)   20.568  (m)           67.48   (f) ADJ UNCH    1 1
 AN0463
 AN0463.Superseded values are not recommended for survey control.
 AN0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0463.See file dsdata.txt to determine how the superseded data were derived.
 AN0463
 AN0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS986636(NAD 83)
 AN0463_MARKER: DB = BENCH MARK DISK
 AN0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0463_STAMPING: H 695 1943
 AN0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0463+STABILITY: SURFACE MOTION
 AN0463
 AN0463  HISTORY     - Date     Condition        Report By
 AN0463  HISTORY     - 1943     MONUMENTED       CGS
 AN0463  HISTORY     - 1978     GOOD             NGS
 AN0463
 AN0463                          STATION DESCRIPTION
 AN0463
 AN0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0463'3.4 MI NE FROM MCFADDIN.
 AN0463'TO REACH FROM THE RAILROAD STATION AT MCFADDIN, PROCEED 3.4 MILES
 AN0463'NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD AND
 AN0463'SITE OF BENCH MARK.  BENCH MARK IS 3 POLES SOUTHWEST OF MILE POST
 AN0463'NO.213 AND 5 POLES NORTHEAST OF A PRIVATE ROAD CROSSING.  IT IS 40.0
 AN0463'FEET NORTHWEST OF AND ABOUT 5.0 FEET ABOVE THE CENTERLINE OF TRACK,
 AN0463'6.0 FEET NORTHEAST OF A TELEGRAPH POLE, 7.0 FEET SOUTHEAST OF THE
 AN0463'RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH
 AN0463'WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT.  STAMPED H 695 1943
 AN0463'AND SET IN THE TOP OF A CONCRETE POST.
 AN0463
 AN0463                          STATION RECOVERY (1978)
 AN0463
 AN0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3646 ***********************************************************************
 AA3646  DESIGNATION -  H 696 RESET
 AA3646  PID         -  AA3646
 AA3646  STATE/COUNTY-  TX/JACKSON
 AA3646  USGS QUAD   -  EDNA (1995)
 AA3646
 AA3646                         *CURRENT SURVEY CONTROL
 AA3646  ___________________________________________________________________
 AA3646* NAD 83(1986)-  28 58 04.     (N)    096 37 57.     (W)     SCALED    
 AA3646* NAVD 88     -        18.12   (+/-2cm)      59.4    (feet)  VERTCON   
 AA3646  ___________________________________________________________________
 AA3646  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AA3646
 AA3646  VERT ORDER  -  THIRD (See Below)
 AA3646
 AA3646.The horizontal coordinates were scaled from a topographic map and have
 AA3646.an estimated accuracy of +/- 6 seconds.
 AA3646
 AA3646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3646.The vertical order pertains to the NGVD 29 superseded value.
 AA3646
 AA3646.The geoid height was determined by GEOID03.
 AA3646
 AA3646;                    North         East    Units  Estimated Accuracy
 AA3646;SPC TXSC     - 4,128,060.      830,720.      MT  (+/- 180 meters Scaled)
 AA3646
 AA3646                          SUPERSEDED SURVEY CONTROL
 AA3646
 AA3646  NGVD 29 (01/29/03)   18.13   (m)           59.5    (f) RESET       3  
 AA3646
 AA3646.Superseded values are not recommended for survey control.
 AA3646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3646.See file dsdata.txt to determine how the superseded data were derived.
 AA3646
 AA3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT307067(NAD 83)
 AA3646_MARKER: DD = SURVEY DISK
 AA3646_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA3646_SP_SET: CULVERT HEADWALL
 AA3646_STAMPING: H 696 RESET 1978
 AA3646_MARK LOGO: TXHD  
 AA3646_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3646+STABILITY: SURFACE MOTION
 AA3646
 AA3646  HISTORY     - Date     Condition        Report By
 AA3646  HISTORY     - 1978     MONUMENTED       TXHD
 AA3646
 AA3646                          STATION DESCRIPTION
 AA3646
 AA3646'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1978 (MWB)
 AA3646'ABOUT 1.05 MILES (1.69 KM) SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE
 AA3646'COURTHOUSE IN EDNA, APPROXIMATELY 42.33 FEET (12.90 M) SOUTHWEST OF
 AA3646'THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE SOUTHEAST END OF THE
 AA3646'SOUTHWEST HEADWALL FOR A TRIPLE CHANNEL CULVERT UNDER HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0636 ***********************************************************************
 AN0636  DESIGNATION -  H 697
 AN0636  PID         -  AN0636
 AN0636  STATE/COUNTY-  TX/VICTORIA
 AN0636  USGS QUAD   -  LA SALLE (1995)
 AN0636
 AN0636                         *CURRENT SURVEY CONTROL
 AN0636  ___________________________________________________________________
 AN0636* NAD 83(1986)-  28 49 43.     (N)    096 44 29.     (W)     SCALED    
 AN0636* NAVD 88     -         4.92   (+/-2cm)      16.1    (feet)  VERTCON   
 AN0636  ___________________________________________________________________
 AN0636  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0636
 AN0636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0636
 AN0636.The horizontal coordinates were scaled from a topographic map and have
 AN0636.an estimated accuracy of +/- 6 seconds.
 AN0636
 AN0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0636.The vertical order pertains to the NGVD 29 superseded value.
 AN0636
 AN0636.The geoid height was determined by GEOID03.
 AN0636
 AN0636;                    North         East    Units  Estimated Accuracy
 AN0636;SPC TXSC     - 4,112,430.      820,400.      MT  (+/- 180 meters Scaled)
 AN0636
 AN0636                          SUPERSEDED SURVEY CONTROL
 AN0636
 AN0636  NGVD 29 (??/??/92)    5.02   (m)           16.5    (f) COMPUTED    2 0
 AN0636
 AN0636.Superseded values are not recommended for survey control.
 AN0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0636.See file dsdata.txt to determine how the superseded data were derived.
 AN0636
 AN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS203910(NAD 83)
 AN0636_MARKER: DB = BENCH MARK DISK
 AN0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0636_STAMPING: H 697 1943
 AN0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0636+STABILITY: SURFACE MOTION
 AN0636
 AN0636  HISTORY     - Date     Condition        Report By
 AN0636  HISTORY     - 1943     MONUMENTED       CGS
 AN0636  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0636
 AN0636                          STATION DESCRIPTION
 AN0636
 AN0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0636'6.4 MI SE FROM INEZ.
 AN0636'6.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 AN0636'INEZ, VICTORIA COUNTY, AT THE INTERSECTION OF A GRAVEL ROAD LEADING
 AN0636'SOUTHWEST TO GUADALUPE, 37 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AN0636'GUADALUPE ROAD, 30.6 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN
 AN0636'ROAD, 33 FEET SOUTH OF POWER-TRANSMISSION LINE POLE 74.1 1 FOOT
 AN0636'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHEAST OF A WHITE
 AN0636'WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A
 AN0636'STANDARD DISK, STAMPED H 697 1943 AND SET IN THE TOP OF A CONCRETE
 AN0636'POST PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- THE HIGHWAY HAS BEEN
 AN0636'WIDENED AND THE MARK WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0628 ***********************************************************************
 AN0628  DESIGNATION -  H 698
 AN0628  PID         -  AN0628
 AN0628  STATE/COUNTY-  TX/VICTORIA
 AN0628  USGS QUAD   -  MARCADO CREEK (1995)
 AN0628
 AN0628                         *CURRENT SURVEY CONTROL
 AN0628  ___________________________________________________________________
 AN0628* NAD 83(1986)-  28 48 58.     (N)    096 51 53.     (W)     SCALED    
 AN0628* NAVD 88     -        22.69   (+/-2cm)      74.4    (feet)  VERTCON   
 AN0628  ___________________________________________________________________
 AN0628  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0628
 AN0628  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0628
 AN0628.The horizontal coordinates were scaled from a topographic map and have
 AN0628.an estimated accuracy of +/- 6 seconds.
 AN0628
 AN0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0628.The vertical order pertains to the NGVD 29 superseded value.
 AN0628
 AN0628.The geoid height was determined by GEOID03.
 AN0628
 AN0628;                    North         East    Units  Estimated Accuracy
 AN0628;SPC TXSC     - 4,110,820.      808,400.      MT  (+/- 180 meters Scaled)
 AN0628
 AN0628                          SUPERSEDED SURVEY CONTROL
 AN0628
 AN0628  NGVD 29 (??/??/92)   22.78   (m)           74.7    (f) COMPUTED    2 0
 AN0628
 AN0628.Superseded values are not recommended for survey control.
 AN0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0628.See file dsdata.txt to determine how the superseded data were derived.
 AN0628
 AN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS083894(NAD 83)
 AN0628_MARKER: DB = BENCH MARK DISK
 AN0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0628_STAMPING: H 698 1943
 AN0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0628+STABILITY: SURFACE MOTION
 AN0628
 AN0628  HISTORY     - Date     Condition        Report By
 AN0628  HISTORY     - 1943     MONUMENTED       CGS
 AN0628
 AN0628                          STATION DESCRIPTION
 AN0628
 AN0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0628'3.0 MI SE FROM TELFENER.
 AN0628'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT TELFENER,
 AN0628'PROCEED 3.0 MILES SOUTHEAST ALONG A GRAVEL ROAD AND SITE OF BENCH
 AN0628'MARK.  BENCH MARK IS ABOUT 0.15 MILE NORTHWEST OF A CONCRETE BRIDGE.
 AN0628'IT IS 26.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE
 AN0628'CENTERLINE OF THE ROAD AND 1.0 FOOT SOUTHWEST OF THE RIGHT OF WAY
 AN0628'FENCE.  MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH WOODEN MARKER
 AN0628'POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0629 ***********************************************************************
 AN0629  DESIGNATION -  H 698 RESET 1955
 AN0629  PID         -  AN0629
 AN0629  STATE/COUNTY-  TX/VICTORIA
 AN0629  USGS QUAD   -  MARCADO CREEK (1995)
 AN0629
 AN0629                         *CURRENT SURVEY CONTROL
 AN0629  ___________________________________________________________________
 AN0629* NAD 83(1986)-  28 48 58.     (N)    096 51 52.     (W)     SCALED    
 AN0629* NAVD 88     -        22.73   (+/-2cm)      74.6    (feet)  VERTCON   
 AN0629  ___________________________________________________________________
 AN0629  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0629
 AN0629  VERT ORDER  -  THIRD (See Below)
 AN0629
 AN0629.The horizontal coordinates were scaled from a topographic map and have
 AN0629.an estimated accuracy of +/- 6 seconds.
 AN0629
 AN0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0629.The vertical order pertains to the NGVD 29 superseded value.
 AN0629
 AN0629.The geoid height was determined by GEOID03.
 AN0629
 AN0629;                    North         East    Units  Estimated Accuracy
 AN0629;SPC TXSC     - 4,110,820.      808,420.      MT  (+/- 180 meters Scaled)
 AN0629
 AN0629                          SUPERSEDED SURVEY CONTROL
 AN0629
 AN0629  NGVD 29 (??/??/??)   22.82   (m)           74.9    (f) RESET       3  
 AN0629
 AN0629.Superseded values are not recommended for survey control.
 AN0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0629.See file dsdata.txt to determine how the superseded data were derived.
 AN0629
 AN0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS083894(NAD 83)
 AN0629_MARKER: DD = SURVEY DISK
 AN0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0629_STAMPING: H 698 RESET 1955
 AN0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0629+STABILITY: SURFACE MOTION
 AN0629
 AN0629  HISTORY     - Date     Condition        Report By
 AN0629  HISTORY     - 1955     MONUMENTED       TXHD
 AN0629  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN0629
 AN0629                          STATION DESCRIPTION
 AN0629
 AN0629'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0629'3.0 MI SE FROM TELFENER.
 AN0629'3.0 MILES SOUTHEAST ALONG FARM-TO-MARKET HIGHWAY 1686 FROM THE TEXAS
 AN0629'AND NEW ORLEANS RAILROAD STATION AT TELFENER, VICTORIA COUNTY, 0.2
 AN0629'MILE NORTHWEST OF A CONCRETE BRIDGE, 51.5 FEET SOUTHWEST OF THE
 AN0629'CENTERLINE OF THE HIGHWAY AT SURVEY STATION 157+67, AND 1.5 FEET
 AN0629'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 698
 AN0629'RESET 1955 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 AN0629'ABOVE GROUND.
 AN0629
 AN0629                          STATION RECOVERY (1991)
 AN0629
 AN0629'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0896 ***********************************************************************
 AN0896  DESIGNATION -  H 699
 AN0896  PID         -  AN0896
 AN0896  STATE/COUNTY-  TX/VICTORIA
 AN0896  USGS QUAD   -  MC FADDIN (1987)
 AN0896
 AN0896                         *CURRENT SURVEY CONTROL
 AN0896  ___________________________________________________________________
 AN0896* NAD 83(1986)-  28 33 19.     (N)    097 01 24.     (W)     SCALED    
 AN0896* NAVD 88     -        22.86   (+/-2cm)      75.0    (feet)  VERTCON   
 AN0896  ___________________________________________________________________
 AN0896  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0896
 AN0896  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0896
 AN0896.The horizontal coordinates were scaled from a topographic map and have
 AN0896.an estimated accuracy of +/- 6 seconds.
 AN0896
 AN0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0896.The vertical order pertains to the NGVD 29 superseded value.
 AN0896
 AN0896.The geoid height was determined by GEOID03.
 AN0896
 AN0896;                    North         East    Units  Estimated Accuracy
 AN0896;SPC TXSC     - 4,081,650.      793,410.      MT  (+/- 180 meters Scaled)
 AN0896
 AN0896                          SUPERSEDED SURVEY CONTROL
 AN0896
 AN0896  NGVD 29 (??/??/92)   23.00   (m)           75.5    (f) COMPUTED    1 2
 AN0896
 AN0896.Superseded values are not recommended for survey control.
 AN0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0896.See file dsdata.txt to determine how the superseded data were derived.
 AN0896
 AN0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS933603(NAD 83)
 AN0896_MARKER: DB = BENCH MARK DISK
 AN0896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0896_SP_SET: CULVERT
 AN0896_STAMPING: H 699 1943
 AN0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0896
 AN0896  HISTORY     - Date     Condition        Report By
 AN0896  HISTORY     - 1943     MONUMENTED       CGS
 AN0896  HISTORY     - 1950     GOOD             NGS
 AN0896  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0896
 AN0896                          STATION DESCRIPTION
 AN0896
 AN0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN0896'0.7 MI W FROM MCFADDIN.
 AN0896'0.7 MILE WEST ALONG FARM ROAD 445 FROM THE ST. LOUIS, BROWNSVILLE AND
 AN0896'MEXICO RAILROAD STATION AT MCFADDIN, 10 FEET SOUTH OF THE CENTER LINE
 AN0896'OF THE ROAD, 0.8 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF
 AN0896'THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 AN0896
 AN0896                          STATION RECOVERY (1990)
 AN0896
 AN0896'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0897 ***********************************************************************
 AN0897  DESIGNATION -  H 699 RESET 1970
 AN0897  PID         -  AN0897
 AN0897  STATE/COUNTY-  TX/VICTORIA
 AN0897  USGS QUAD   -  MC FADDIN (1987)
 AN0897
 AN0897                         *CURRENT SURVEY CONTROL
 AN0897  ___________________________________________________________________
 AN0897* NAD 83(1986)-  28 33 19.     (N)    097 01 25.     (W)     SCALED    
 AN0897* NAVD 88     -        22.30   (+/-2cm)      73.2    (feet)  VERTCON   
 AN0897  ___________________________________________________________________
 AN0897  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0897
 AN0897  VERT ORDER  -  THIRD (See Below)
 AN0897
 AN0897.The horizontal coordinates were scaled from a topographic map and have
 AN0897.an estimated accuracy of +/- 6 seconds.
 AN0897
 AN0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0897.The vertical order pertains to the NGVD 29 superseded value.
 AN0897
 AN0897.The geoid height was determined by GEOID03.
 AN0897
 AN0897;                    North         East    Units  Estimated Accuracy
 AN0897;SPC TXSC     - 4,081,650.      793,380.      MT  (+/- 180 meters Scaled)
 AN0897
 AN0897                          SUPERSEDED SURVEY CONTROL
 AN0897
 AN0897  NGVD 29 (01/29/03)   22.43   (m)           73.6    (f) RESET       3  
 AN0897
 AN0897.Superseded values are not recommended for survey control.
 AN0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0897.See file dsdata.txt to determine how the superseded data were derived.
 AN0897
 AN0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS933603(NAD 83)
 AN0897_MARKER: DB = BENCH MARK DISK
 AN0897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0897_SP_SET: CULVERT
 AN0897_STAMPING: H 699 RESET 1970
 AN0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0897
 AN0897  HISTORY     - Date     Condition        Report By
 AN0897  HISTORY     - 1970     MONUMENTED       TXHD
 AN0897  HISTORY     - 1990     GOOD             USPSQD
 AN0897
 AN0897                          STATION DESCRIPTION
 AN0897
 AN0897'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1970
 AN0897'0.6 MI W FROM MCFADDIN.
 AN0897'0.6 MILE WEST ALONG F.M. ROAD 445 FROM THE CROSSING OF THE MISSOURI
 AN0897'PACIFIC MAIN LINE AT MCFADDIN, 17 FEET SOUTH OF THE CENTER LINE OF THE
 AN0897'HIGHWAY AND SET IN THE TOP OF THE SOUTH HEADWALL OF 3-5 IN. X 2 IN. X
 AN0897'34 IN. CONCRETE CULVERT.
 AN0897
 AN0897                          STATION RECOVERY (1990)
 AN0897
 AN0897'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0140 ***********************************************************************
 AB0140  DESIGNATION -  H 7
 AB0140  PID         -  AB0140
 AB0140  STATE/COUNTY-  TX/CAMERON
 AB0140  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0140
 AB0140                         *CURRENT SURVEY CONTROL
 AB0140  ___________________________________________________________________
 AB0140* NAD 83(1986)-  25 58 50.     (N)    097 29 03.     (W)     SCALED    
 AB0140* NAVD 88     -         8.662  (meters)      28.42   (feet)  POSTED    
 AB0140  ___________________________________________________________________
 AB0140  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 AB0140  DYNAMIC HT  -           8.650 (meters)      28.38  (feet)  COMP
 AB0140  MODELED GRAV-     979,033.3   (mgal)                       NAVD 88
 AB0140
 AB0140  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AB0140
 AB0140.The horizontal coordinates were scaled from a topographic map and have
 AB0140.an estimated accuracy of +/- 6 seconds.
 AB0140
 AB0140.The orthometric height was determined by differential leveling
 AB0140.and adjusted by the National Geodetic Survey in 1992..
 AB0140.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AB0140.rate of 2.1 thru 3.0 mm/km.
 AB0140
 AB0140.The geoid height was determined by GEOID03.
 AB0140
 AB0140.The dynamic height is computed by dividing the NAVD 88
 AB0140.geopotential number by the normal gravity value computed on the
 AB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0140.degrees latitude (g = 980.6199 gals.).
 AB0140
 AB0140.The modeled gravity was interpolated from observed gravity values.
 AB0140
 AB0140;                    North         East    Units  Estimated Accuracy
 AB0140;SPC TX S     - 5,035,190.      401,720.      MT  (+/- 180 meters Scaled)
 AB0140
 AB0140                          SUPERSEDED SURVEY CONTROL
 AB0140
 AB0140  NGVD 29 (??/??/92)    8.750  (m)           28.71   (f) ADJ UNCH    2 0
 AB0140
 AB0140.Superseded values are not recommended for survey control.
 AB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0140.See file dsdata.txt to determine how the superseded data were derived.
 AB0140
 AB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP517744(NAD 83)
 AB0140_MARKER: DD = SURVEY DISK
 AB0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0140_STAMPING: H 7 1929
 AB0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0140+STABILITY: SURFACE MOTION
 AB0140
 AB0140  HISTORY     - Date     Condition        Report By
 AB0140  HISTORY     - 1929     MONUMENTED       USGS
 AB0140  HISTORY     - 1942     GOOD             NGS
 AB0140  HISTORY     - 1987     GOOD             USPSQD
 AB0140  HISTORY     - 1990     GOOD             USPSQD
 AB0140
 AB0140                          STATION DESCRIPTION
 AB0140
 AB0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0140'4.6 MI N FROM BROWNSVILLE.
 AB0140'4.6 MILES NORTH ALONG PAREDES LINE ROAD (LOS FRESNOS ROAD) FROM THE
 AB0140'INTERSECTION OF STATE HIGHWAY 48 (BOCA CHICA BOULEVARD) AT
 AB0140'BROWNSVILLE, CAMERON COUNTY, 6.2 MILES SOUTH OF LOS FRESNOS, AT A
 AB0140'T-ROAD JUNCTION, 40 FEET WEST OF AND 1.5 FEET HIGHER THAN THE
 AB0140'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 30 FEET NORTH OF THE
 AB0140'CENTERLINE OF THE EAST-AND-WEST ROAD, AND 3 FEET SOUTH OF A WHITE
 AB0140'WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 AB0140'STAMPED H 7 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 AB0140'FOOT ABOVE GROUND.
 AB0140
 AB0140                          STATION RECOVERY (1987)
 AB0140
 AB0140'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0140'RECOVERED IN GOOD CONDITION.
 AB0140
 AB0140                          STATION RECOVERY (1990)
 AB0140
 AB0140'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0473 ***********************************************************************
 AO0473  DESIGNATION -  H 7
 AO0473  PID         -  AO0473
 AO0473  STATE/COUNTY-  TX/DIMMIT
 AO0473  USGS QUAD   -  BIG WELLS (1972)
 AO0473
 AO0473                         *CURRENT SURVEY CONTROL
 AO0473  ___________________________________________________________________
 AO0473* NAD 83(1986)-  28 34 26.     (N)    099 37 12.     (W)     SCALED    
 AO0473* NAVD 88     -       170.116  (meters)     558.12   (feet)  ADJUSTED  
 AO0473  ___________________________________________________________________
 AO0473  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AO0473  DYNAMIC HT  -         169.862 (meters)     557.29  (feet)  COMP
 AO0473  MODELED GRAV-     979,150.6   (mgal)                       NAVD 88
 AO0473
 AO0473  VERT ORDER  -  SECOND    CLASS 0
 AO0473
 AO0473.The horizontal coordinates were scaled from a topographic map and have
 AO0473.an estimated accuracy of +/- 6 seconds.
 AO0473
 AO0473.The orthometric height was determined by differential leveling
 AO0473.and adjusted by the National Geodetic Survey in June 1991..
 AO0473
 AO0473.The geoid height was determined by GEOID03.
 AO0473
 AO0473.The dynamic height is computed by dividing the NAVD 88
 AO0473.geopotential number by the normal gravity value computed on the
 AO0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0473.degrees latitude (g = 980.6199 gals.).
 AO0473
 AO0473.The modeled gravity was interpolated from observed gravity values.
 AO0473
 AO0473;                    North         East    Units  Estimated Accuracy
 AO0473;SPC TXSC     - 4,082,240.      539,350.      MT  (+/- 180 meters Scaled)
 AO0473
 AO0473                          SUPERSEDED SURVEY CONTROL
 AO0473
 AO0473  NGVD 29 (??/??/92)  170.022  (m)          557.81   (f) ADJ UNCH    2 0
 AO0473
 AO0473.Superseded values are not recommended for survey control.
 AO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0473.See file dsdata.txt to determine how the superseded data were derived.
 AO0473
 AO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS393609(NAD 83)
 AO0473_MARKER: DD = SURVEY DISK
 AO0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0473_STAMPING: 1929 H-7
 AO0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0473+STABILITY: SURFACE MOTION
 AO0473
 AO0473  HISTORY     - Date     Condition        Report By
 AO0473  HISTORY     - 1929     MONUMENTED       USGS
 AO0473  HISTORY     - 1934     GOOD             NGS
 AO0473  HISTORY     - 1940     GOOD             NGS
 AO0473
 AO0473                          STATION DESCRIPTION
 AO0473
 AO0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0473'2.8 MI E FROM BRUNDAGE.
 AO0473'ABOUT 2.8 MILES E OF AND ALONG HWY NO. 85.  ABOUT 0.4 MILES N OF S. A.
 AO0473'U. AND G. R. R. AT MILE POST A-130.4.  AT INTERSECTION OF HWY AND
 AO0473'PUBLIC ROAD CROSSING.  36 FT. N OF CENTER-LINE OF STATE HWY AND 38 FT.
 AO0473'E OF CENTER-LINE OF N AND S ROAD.  2 FT. N OF FENCE LINE, IN TOP OF
 AO0473'CONCRETE POST.
 AO0473
 AO0473                          STATION RECOVERY (1940)
 AO0473
 AO0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0030 ***********************************************************************
 AZ0030  DESIGNATION -  H 70
 AZ0030  PID         -  AZ0030
 AZ0030  STATE/COUNTY-  TX/EDWARDS
 AZ0030  USGS QUAD   -  VANCE (1973)
 AZ0030
 AZ0030                         *CURRENT SURVEY CONTROL
 AZ0030  ___________________________________________________________________
 AZ0030* NAD 83(1986)-  29 48 24.     (N)    100 06 20.     (W)     SCALED    
 AZ0030* NAVD 88     -       521.542  (meters)    1711.09   (feet)  ADJUSTED  
 AZ0030  ___________________________________________________________________
 AZ0030  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 AZ0030  DYNAMIC HT  -         520.767 (meters)    1708.55  (feet)  COMP
 AZ0030  MODELED GRAV-     979,140.4   (mgal)                       NAVD 88
 AZ0030
 AZ0030  VERT ORDER  -  SECOND    CLASS 0
 AZ0030
 AZ0030.The horizontal coordinates were scaled from a topographic map and have
 AZ0030.an estimated accuracy of +/- 6 seconds.
 AZ0030
 AZ0030.The orthometric height was determined by differential leveling
 AZ0030.and adjusted by the National Geodetic Survey in June 1991..
 AZ0030
 AZ0030.The geoid height was determined by GEOID03.
 AZ0030
 AZ0030.The dynamic height is computed by dividing the NAVD 88
 AZ0030.geopotential number by the normal gravity value computed on the
 AZ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0030.degrees latitude (g = 980.6199 gals.).
 AZ0030
 AZ0030.The modeled gravity was interpolated from observed gravity values.
 AZ0030
 AZ0030;                    North         East    Units  Estimated Accuracy
 AZ0030;SPC TXSC     - 4,219,210.      493,140.      MT  (+/- 180 meters Scaled)
 AZ0030
 AZ0030                          SUPERSEDED SURVEY CONTROL
 AZ0030
 AZ0030  NGVD 29 (??/??/92)  521.471  (m)         1710.86   (f) ADJ UNCH    2 0
 AZ0030
 AZ0030.Superseded values are not recommended for survey control.
 AZ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0030.See file dsdata.txt to determine how the superseded data were derived.
 AZ0030
 AZ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT931978(NAD 83)
 AZ0030_MARKER: DD = SURVEY DISK
 AZ0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0030_STAMPING: H 70 1923
 AZ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0030+STABILITY: SURFACE MOTION
 AZ0030
 AZ0030  HISTORY     - Date     Condition        Report By
 AZ0030  HISTORY     - 1923     MONUMENTED       USGS
 AZ0030  HISTORY     - 1940     GOOD             NGS
 AZ0030
 AZ0030                          STATION DESCRIPTION
 AZ0030
 AZ0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0030'12.8 MI NW FROM CAMP WOOD.
 AZ0030'IN EDWARDS COUNTY, 12.8 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM
 AZ0030'THE UVALDE AND NORTHERN RAILWAY STATION AT CAMP WOOD, REAL COUNTY, 40
 AZ0030'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTH OF A FENCE
 AZ0030'JUNCTION, AND 3 FEET EAST OF THE FENCE.  A UNITED STATES GEOLOGICAL
 AZ0030'SURVEY STANDARD DISK, STAMPED H 70 1923 AND SET IN THE TOP OF A
 AZ0030'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0107 ***********************************************************************
 EO0107  DESIGNATION -  H 70
 EO0107  PID         -  EO0107
 EO0107  STATE/COUNTY-  TX/LAMB
 EO0107  USGS QUAD   -  AMHERST (1981)
 EO0107
 EO0107                         *CURRENT SURVEY CONTROL
 EO0107  ___________________________________________________________________
 EO0107* NAD 83(1986)-  34 01 17.     (N)    102 27 45.     (W)     SCALED    
 EO0107* NAVD 88     -      1120.476  (meters)    3676.09   (feet)  ADJUSTED  
 EO0107  ___________________________________________________________________
 EO0107  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 EO0107  DYNAMIC HT  -        1119.022 (meters)    3671.32  (feet)  COMP
 EO0107  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 EO0107
 EO0107  VERT ORDER  -  FIRST     CLASS II
 EO0107
 EO0107.The horizontal coordinates were scaled from a topographic map and have
 EO0107.an estimated accuracy of +/- 6 seconds.
 EO0107
 EO0107.The orthometric height was determined by differential leveling
 EO0107.and adjusted by the National Geodetic Survey in June 1991..
 EO0107.WARNING-Repeat measurements at this control monument indicate possible
 EO0107.vertical movement.
 EO0107
 EO0107.The geoid height was determined by GEOID03.
 EO0107
 EO0107.The dynamic height is computed by dividing the NAVD 88
 EO0107.geopotential number by the normal gravity value computed on the
 EO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0107.degrees latitude (g = 980.6199 gals.).
 EO0107
 EO0107.The modeled gravity was interpolated from observed gravity values.
 EO0107
 EO0107;                    North         East    Units  Estimated Accuracy
 EO0107;SPC TXNC     - 2,268,030.      234,100.      MT  (+/- 180 meters Scaled)
 EO0107
 EO0107                          SUPERSEDED SURVEY CONTROL
 EO0107
 EO0107  NGVD 29 (??/??/92) 1120.009  (m)         3674.56   (f) ADJ UNCH    1 2
 EO0107
 EO0107.Superseded values are not recommended for survey control.
 EO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0107.See file dsdata.txt to determine how the superseded data were derived.
 EO0107
 EO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT343674(NAD 83)
 EO0107_MARKER: DB = BENCH MARK DISK
 EO0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0107_SP_SET: PIER
 EO0107_STAMPING: 3764.563 H 70 1930
 EO0107_MARK LOGO: CGS   
 EO0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0107
 EO0107  HISTORY     - Date     Condition        Report By
 EO0107  HISTORY     - 1930     MONUMENTED       CGS
 EO0107  HISTORY     - 1934     GOOD             NGS
 EO0107  HISTORY     - 1982     GOOD             NGS
 EO0107
 EO0107                          STATION DESCRIPTION
 EO0107
 EO0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EO0107'2.5 MI N FROM AMHERST.
 EO0107'2-1/2 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0107'AMHERST, LAMB COUNTY, ABOUT 0.2 MILE NORTH OF MILEPOST 43, ABOUT 165
 EO0107'FEET NORTH OF A ROAD CROSSING, AT BRIDGE 42 B, IN THE NORTH PIER, AND
 EO0107'ON THE WEST SIDE OF THE TRACK.
 EO0107
 EO0107                          STATION RECOVERY (1982)
 EO0107
 EO0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0107'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  19.0 KM (11.8
 EO0107'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S.
 EO0107'HIGHWAY 385 IN LITTLEFIELD, 0.3 KM (0.2 MI) NORTHWEST OF RAILROAD
 EO0107'MILEPOST 43, IN TOP OF THE SOUTHWEST CORNER OF THE NORTHWEST CONCRETE
 EO0107'ABUTMENT OF A BRIDGE UNDER THE SANTA FE RAILROAD, 53.0 METERS (173.9
 EO0107'FT) NORTHWEST OF THE CENTER OF A GRAVELED CROSSROAD, 29.7 METERS (97.4
 EO0107'FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EO0107'HIGHWAY AND 2.1 METERS (6.9 FT) SOUTHWEST OF THE NEAR RAIL.
 EO0107'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0568 ***********************************************************************
 GK0568  DESIGNATION -  H 70 RESET 1951
 GK0568  PID         -  GK0568
 GK0568  STATE/COUNTY-  TX/SHERMAN
 GK0568  USGS QUAD   -  PLEASURE POND (1974)
 GK0568
 GK0568                         *CURRENT SURVEY CONTROL
 GK0568  ___________________________________________________________________
 GK0568* NAD 83(1986)-  36 08 23.     (N)    101 50 49.     (W)     SCALED    
 GK0568* NAVD 88     -      1081.132  (meters)    3547.01   (feet)  ADJUSTED  
 GK0568  ___________________________________________________________________
 GK0568  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 GK0568  DYNAMIC HT  -        1079.921 (meters)    3543.04  (feet)  COMP
 GK0568  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 GK0568
 GK0568  VERT ORDER  -  SECOND    CLASS 0
 GK0568
 GK0568.The horizontal coordinates were scaled from a topographic map and have
 GK0568.an estimated accuracy of +/- 6 seconds.
 GK0568
 GK0568.The orthometric height was determined by differential leveling
 GK0568.and adjusted by the National Geodetic Survey in June 1991..
 GK0568
 GK0568.The geoid height was determined by GEOID03.
 GK0568
 GK0568.The dynamic height is computed by dividing the NAVD 88
 GK0568.geopotential number by the normal gravity value computed on the
 GK0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0568.degrees latitude (g = 980.6199 gals.).
 GK0568
 GK0568.The modeled gravity was interpolated from observed gravity values.
 GK0568
 GK0568;                    North         East    Units  Estimated Accuracy
 GK0568;SPC TX N     - 1,237,440.      168,770.      MT  (+/- 180 meters Scaled)
 GK0568
 GK0568                          SUPERSEDED SURVEY CONTROL
 GK0568
 GK0568  NGVD 29 (??/??/92) 1080.63   (m)         3545.4    (f) COMPUTED    2 0
 GK0568
 GK0568.Superseded values are not recommended for survey control.
 GK0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0568.See file dsdata.txt to determine how the superseded data were derived.
 GK0568
 GK0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF438032(NAD 83)
 GK0568_MARKER: DD = SURVEY DISK
 GK0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0568_STAMPING: H 70 1927 RESET 1951
 GK0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0568+STABILITY: SURFACE MOTION
 GK0568
 GK0568  HISTORY     - Date     Condition        Report By
 GK0568  HISTORY     - 1951     MONUMENTED       CGS
 GK0568  HISTORY     - 1952     GOOD             NGS
 GK0568
 GK0568                          STATION DESCRIPTION
 GK0568
 GK0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0568'18.0 MI NE FROM ETTER.
 GK0568'7.8 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT ETTER,
 GK0568'THENCE 8.2 MILES EAST ALONG A NEW FARM TO MARKET ROAD, THENCE 2.0
 GK0568'MILES EAST ALONG FARM ROAD 1573, 50 FEET NORTH OF THE CENTER LINE OF
 GK0568'THE FARM ROAD, 20 FEET WEST OF THE EXTENDED CENTER LINE OF A PRIVATE
 GK0568'DRIVEWAY LEADING SOUTH TO A FARMHOUSE, 61 FEET EAST OF A FENCE LEADING
 GK0568'NORTH, 0.3 FOOT SOUTH OF AN EAST AND WEST FENCE, 1.6 FEET WEST OF A
 GK0568'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 GK0568'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0029 ***********************************************************************
 AZ0029  DESIGNATION -  H 70 RM
 AZ0029  PID         -  AZ0029
 AZ0029  STATE/COUNTY-  TX/EDWARDS
 AZ0029  USGS QUAD   -  VANCE (1973)
 AZ0029
 AZ0029                         *CURRENT SURVEY CONTROL
 AZ0029  ___________________________________________________________________
 AZ0029* NAD 83(1986)-  29 48 24.     (N)    100 06 20.     (W)     SCALED    
 AZ0029* NAVD 88     -       521.486  (meters)    1710.91   (feet)  ADJUSTED  
 AZ0029  ___________________________________________________________________
 AZ0029  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 AZ0029  DYNAMIC HT  -         520.711 (meters)    1708.37  (feet)  COMP
 AZ0029  MODELED GRAV-     979,140.4   (mgal)                       NAVD 88
 AZ0029
 AZ0029  VERT ORDER  -  SECOND    CLASS 0
 AZ0029
 AZ0029.The horizontal coordinates were scaled from a topographic map and have
 AZ0029.an estimated accuracy of +/- 6 seconds.
 AZ0029
 AZ0029.The orthometric height was determined by differential leveling
 AZ0029.and adjusted by the National Geodetic Survey in June 1991..
 AZ0029
 AZ0029.The geoid height was determined by GEOID03.
 AZ0029
 AZ0029.The dynamic height is computed by dividing the NAVD 88
 AZ0029.geopotential number by the normal gravity value computed on the
 AZ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0029.degrees latitude (g = 980.6199 gals.).
 AZ0029
 AZ0029.The modeled gravity was interpolated from observed gravity values.
 AZ0029
 AZ0029;                    North         East    Units  Estimated Accuracy
 AZ0029;SPC TXSC     - 4,219,210.      493,140.      MT  (+/- 180 meters Scaled)
 AZ0029
 AZ0029                          SUPERSEDED SURVEY CONTROL
 AZ0029
 AZ0029  NGVD 29 (??/??/92)  521.416  (m)         1710.68   (f) ADJ UNCH    2 0
 AZ0029
 AZ0029.Superseded values are not recommended for survey control.
 AZ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0029.See file dsdata.txt to determine how the superseded data were derived.
 AZ0029
 AZ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT931978(NAD 83)
 AZ0029_MARKER: N = NAIL
 AZ0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0029_SP_SET: TREE
 AZ0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0029
 AZ0029  HISTORY     - Date     Condition        Report By
 AZ0029  HISTORY     - UNK      MONUMENTED       USGS
 AZ0029  HISTORY     - 1939     GOOD             NGS
 AZ0029
 AZ0029                          STATION DESCRIPTION
 AZ0029
 AZ0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 AZ0029'12.9 MI NW FROM CAMP WOOD.
 AZ0029'IN EDWARDS COUNTY, 12.9 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM
 AZ0029'THE UVALDE AND NORTHERN RAILWAY STATION AT CAMP WOOD, REAL COUNTY, 48
 AZ0029'YARDS NORTH OF A CATTLE GUARD, 185 FEET NORTHWEST OF BENCH MARK H 70
 AZ0029'(USGS), 8 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 AZ0029'WEST ROOT OF AN 18-INCH LIVE OAK TREE.  A UNITED STATES GEOLOGICAL
 AZ0029'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6809 ***********************************************************************
 AW6809  DESIGNATION -  H 70 TX
 AW6809  PID         -  AW6809
 AW6809  STATE/COUNTY-  TX/BRAZORIA
 AW6809  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6809
 AW6809                         *CURRENT SURVEY CONTROL
 AW6809  ___________________________________________________________________
 AW6809* NAD 83(1993)-  29 02 19.15592(N)    095 10 11.87802(W)     ADJUSTED  
 AW6809* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 AW6809  ___________________________________________________________________
 AW6809  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AW6809  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AW6809
 AW6809  HORZ ORDER  -  THIRD
 AW6809
 AW6809.The horizontal coordinates were established by classical geodetic methods
 AW6809.and adjusted by the National Geodetic Survey in February 1996..
 AW6809
 AW6809.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6809
 AW6809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6809
 AW6809.The geoid height was determined by GEOID03.
 AW6809
 AW6809;                    North         East     Units Scale Factor Converg.
 AW6809;SPC TXSC     - 4,139,689.335   972,942.654   MT  0.99987652   +1 52 35.0
 AW6809;SPC TXSC     -13,581,630.76  3,192,062.69   sFT  0.99987652   +1 52 35.0
 AW6809;UTM  15      - 3,214,211.050   288,697.223   MT  1.00015100   -1 03 13.3
 AW6809
 AW6809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6809!SPC TXSC     -   1.00000381  x   0.99987652  =   0.99988033
 AW6809!UTM  15      -   1.00000381  x   1.00015100  =   1.00015481
 AW6809
 AW6809:                Primary Azimuth Mark                     Grid Az
 AW6809:SPC TXSC     -  H 69 TX                                  039 07 16.1
 AW6809:UTM  15      -  H 69 TX                                  042 03 04.4
 AW6809
 AW6809|---------------------------------------------------------------------|
 AW6809| PID    Reference Object                     Distance      Geod. Az  |
 AW6809|                                                           dddmmss.s |
 AW6809| AW6808 H 69 TX                             APPROX. 0.5 KM 0405951.1 |
 AW6809| AW6810 H 71 TX                             APPROX. 0.5 KM 2303944.0 |
 AW6809|---------------------------------------------------------------------|
 AW6809
 AW6809                          SUPERSEDED SURVEY CONTROL
 AW6809
 AW6809  NAD 83(1986)-  29 02 19.16555(N)    095 10 11.85827(W) AD(       ) 3
 AW6809  NAD 27      -  29 02 18.28847(N)    095 10 11.10684(W) AD(       ) 3
 AW6809  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 AW6809
 AW6809.Superseded values are not recommended for survey control.
 AW6809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6809.See file dsdata.txt to determine how the superseded data were derived.
 AW6809
 AW6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8869714211(NAD 83)
 AW6809_MARKER: DD = SURVEY DISK
 AW6809_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6809_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6809_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6809+STABILITY: SURFACE MOTION
 AW6809
 AW6809  HISTORY     - Date     Condition        Report By
 AW6809  HISTORY     - 1979     MONUMENTED       NOS
 AW6809  HISTORY     - 1982     MARK NOT FOUND   NOS
 AW6809  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 AW6809  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6809  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6809
 AW6809                          STATION DESCRIPTION
 AW6809
 AW6809'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6809'THE STATION IS LOCATED 3.9 MILES SOUTHWEST OF THE SOUTH SIDE OF
 AW6809'SAN LUIS PASS.
 AW6809'
 AW6809'TO REACH FROM THE SOUTH END OF THE SAN LUIS PASS BRIDGE GO
 AW6809'SOUTHWEST ON COUNTY ROAD 257 FOR 3.95 MILES TO THE STATION
 AW6809'ON THE LEFT.
 AW6809'
 AW6809'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 70 TX 1979---,
 AW6809'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN
 AW6809'CONCRETE AND PROJECTING 4 INCHES. IT IS 62 FEET SOUTHEAST OF
 AW6809'THE CENTER OF COUNTY ROAD 257 AND 5.5 FEET SOUTHEAST OF A
 AW6809'POWER POLE WITH WITNESS SIGN.
 AW6809'
 AW6809'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AW6809
 AW6809                          STATION RECOVERY (1982)
 AW6809
 AW6809'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6809'STATION LOST TO BEACH EROSION.
 AW6809
 AW6809                          STATION RECOVERY (1996)
 AW6809
 AW6809'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6809'MARK NOT FOUND.
 AW6809
 AW6809                          STATION RECOVERY (2004)
 AW6809
 AW6809'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6809'MARK NOT FOUND.
 AW6809
 AW6809                          STATION RECOVERY (2005)
 AW6809
 AW6809'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0197 ***********************************************************************
 BO0197  DESIGNATION -  H 700
 BO0197  PID         -  BO0197
 BO0197  STATE/COUNTY-  TX/CROCKETT
 BO0197  USGS QUAD   -  INDIO HILL (1967)
 BO0197
 BO0197                         *CURRENT SURVEY CONTROL
 BO0197  ___________________________________________________________________
 BO0197* NAD 83(1986)-  30 49 08.     (N)    101 10 19.     (W)     SCALED    
 BO0197* NAVD 88     -       773.599  (meters)    2538.05   (feet)  ADJUSTED  
 BO0197  ___________________________________________________________________
 BO0197  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 BO0197  DYNAMIC HT  -         772.469 (meters)    2534.34  (feet)  COMP
 BO0197  MODELED GRAV-     979,154.4   (mgal)                       NAVD 88
 BO0197
 BO0197  VERT ORDER  -  SECOND    CLASS 0
 BO0197
 BO0197.The horizontal coordinates were scaled from a topographic map and have
 BO0197.an estimated accuracy of +/- 6 seconds.
 BO0197
 BO0197.The orthometric height was determined by differential leveling
 BO0197.and adjusted by the National Geodetic Survey in June 1991..
 BO0197
 BO0197.The geoid height was determined by GEOID03.
 BO0197
 BO0197.The dynamic height is computed by dividing the NAVD 88
 BO0197.geopotential number by the normal gravity value computed on the
 BO0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0197.degrees latitude (g = 980.6199 gals.).
 BO0197
 BO0197.The modeled gravity was interpolated from observed gravity values.
 BO0197
 BO0197;                    North         East    Units  Estimated Accuracy
 BO0197;SPC TX C     - 3,128,030.      619,770.      MT  (+/- 180 meters Scaled)
 BO0197
 BO0197                          SUPERSEDED SURVEY CONTROL
 BO0197
 BO0197  NGVD 29 (??/??/92)  773.371  (m)         2537.30   (f) ADJ UNCH    2 0
 BO0197
 BO0197.Superseded values are not recommended for survey control.
 BO0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0197.See file dsdata.txt to determine how the superseded data were derived.
 BO0197
 BO0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV922115(NAD 83)
 BO0197_MARKER: DB = BENCH MARK DISK
 BO0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0197_SP_SET: CULVERT
 BO0197_STAMPING: H 700 1942
 BO0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0197
 BO0197  HISTORY     - Date     Condition        Report By
 BO0197  HISTORY     - 1942     MONUMENTED       CGS
 BO0197  HISTORY     - 1966     GOOD             NGS
 BO0197  HISTORY     - 1967     POOR             USGS
 BO0197
 BO0197                          STATION DESCRIPTION
 BO0197
 BO0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0197'8.0 MI N FROM OZONA.
 BO0197'ABOUT 8.0 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE OZONA NATIONAL
 BO0197'BANK AT OZONA, CROCKETT COUNTY, ABOUT 206 FEET SOUTH OF A SMALL DAGGER
 BO0197'BUSH, AT A 3-FOOT CONCRETE-BOX CULVERT, IN THE NORTH END OF THE EAST
 BO0197'HEAD WALL, 16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4
 BO0197'INCHES HIGHER THAN THE HIGHWAY, A STANDARD DISK, STAMPED H 700 1942.
 BO0197
 BO0197                          STATION RECOVERY (1967)
 BO0197
 BO0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0197'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0173 ***********************************************************************
 BO0173  DESIGNATION -  H 701
 BO0173  PID         -  BO0173
 BO0173  STATE/COUNTY-  TX/CROCKETT
 BO0173  USGS QUAD   -  MITCHELL CANYON NE (1979)
 BO0173
 BO0173                         *CURRENT SURVEY CONTROL
 BO0173  ___________________________________________________________________
 BO0173* NAD 83(1986)-  30 40 10.     (N)    101 16 17.     (W)     SCALED    
 BO0173* NAVD 88     -       770.941  (meters)    2529.33   (feet)  ADJUSTED  
 BO0173  ___________________________________________________________________
 BO0173  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 BO0173  DYNAMIC HT  -         769.803 (meters)    2525.60  (feet)  COMP
 BO0173  MODELED GRAV-     979,139.5   (mgal)                       NAVD 88
 BO0173
 BO0173  VERT ORDER  -  FIRST     CLASS II
 BO0173
 BO0173.The horizontal coordinates were scaled from a topographic map and have
 BO0173.an estimated accuracy of +/- 6 seconds.
 BO0173
 BO0173.The orthometric height was determined by differential leveling
 BO0173.and adjusted by the National Geodetic Survey in June 1991..
 BO0173
 BO0173.The geoid height was determined by GEOID03.
 BO0173
 BO0173.The dynamic height is computed by dividing the NAVD 88
 BO0173.geopotential number by the normal gravity value computed on the
 BO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0173.degrees latitude (g = 980.6199 gals.).
 BO0173
 BO0173.The modeled gravity was interpolated from observed gravity values.
 BO0173
 BO0173;                    North         East    Units  Estimated Accuracy
 BO0173;SPC TX C     - 3,111,540.      610,110.      MT  (+/- 180 meters Scaled)
 BO0173
 BO0173                          SUPERSEDED SURVEY CONTROL
 BO0173
 BO0173  NGVD 29 (??/??/92)  770.723  (m)         2528.61   (f) ADJ UNCH    1 2
 BO0173
 BO0173.Superseded values are not recommended for survey control.
 BO0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0173.See file dsdata.txt to determine how the superseded data were derived.
 BO0173
 BO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU823951(NAD 83)
 BO0173_MARKER: DB = BENCH MARK DISK
 BO0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0173_STAMPING: H 701 1942
 BO0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0173+STABILITY: SURFACE MOTION
 BO0173
 BO0173  HISTORY     - Date     Condition        Report By
 BO0173  HISTORY     - 1942     MONUMENTED       CGS
 BO0173  HISTORY     - 1967     GOOD             USGS
 BO0173
 BO0173                          STATION DESCRIPTION
 BO0173
 BO0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0173'6.9 MI SW FROM OZONA.
 BO0173'THIS MARK IS ABOUT 4.6 MILES WEST ALONG HIGHWAY 290 FROM THE
 BO0173'INTERSECTION OF HIGHWAYS 290 AND 163 AT OZONA, CROCKETT COUNTY, AND
 BO0173'ABOUT 2.3 MILES SOUTH ALONG A DIRT ROAD, 52.0 FEET NORTH OF A
 BO0173'TELEPHONE POLE AND SET IN LINE WITH THE POLES, 36.0 FEET WEST OF THE
 BO0173'CENTER LINE OF THE ROAD, 40.0 FEET SOUTHWEST OF A 6-INCH MESQUITE
 BO0173'TREE, 1.0 FOOT EAST OF A WIRE FENCE, ABOUT LEVEL WITH THE ROAD, 2.0
 BO0173'FEET NORTH OF A STANDARD REFERENCE POST.
 BO0173
 BO0173                          STATION RECOVERY (1967)
 BO0173
 BO0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0226 ***********************************************************************
 BO0226  DESIGNATION -  H 702
 BO0226  PID         -  BO0226
 BO0226  STATE/COUNTY-  TX/CROCKETT
 BO0226  USGS QUAD   -  HOWARDS WELL (1970)
 BO0226
 BO0226                         *CURRENT SURVEY CONTROL
 BO0226  ___________________________________________________________________
 BO0226* NAD 83(1986)-  30 25 31.     (N)    101 28 10.     (W)     SCALED    
 BO0226* NAVD 88     -       602.109  (meters)    1975.42   (feet)  ADJUSTED  
 BO0226  ___________________________________________________________________
 BO0226  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 BO0226  DYNAMIC HT  -         601.206 (meters)    1972.46  (feet)  COMP
 BO0226  MODELED GRAV-     979,123.4   (mgal)                       NAVD 88
 BO0226
 BO0226  VERT ORDER  -  FIRST     CLASS II
 BO0226
 BO0226.The horizontal coordinates were scaled from a topographic map and have
 BO0226.an estimated accuracy of +/- 6 seconds.
 BO0226
 BO0226.The orthometric height was determined by differential leveling
 BO0226.and adjusted by the National Geodetic Survey in June 1991..
 BO0226
 BO0226.The geoid height was determined by GEOID03.
 BO0226
 BO0226.The dynamic height is computed by dividing the NAVD 88
 BO0226.geopotential number by the normal gravity value computed on the
 BO0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0226.degrees latitude (g = 980.6199 gals.).
 BO0226
 BO0226.The modeled gravity was interpolated from observed gravity values.
 BO0226
 BO0226;                    North         East    Units  Estimated Accuracy
 BO0226;SPC TX C     - 3,084,650.      590,860.      MT  (+/- 180 meters Scaled)
 BO0226
 BO0226                          SUPERSEDED SURVEY CONTROL
 BO0226
 BO0226  NGVD 29 (??/??/92)  601.923  (m)         1974.81   (f) ADJ UNCH    1 2
 BO0226
 BO0226.Superseded values are not recommended for survey control.
 BO0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0226.See file dsdata.txt to determine how the superseded data were derived.
 BO0226
 BO0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU628685(NAD 83)
 BO0226_MARKER: DB = BENCH MARK DISK
 BO0226_SETTING: 66 = SET IN ROCK OUTCROP
 BO0226_SP_SET: OUTCROP
 BO0226_STAMPING: H 702 1942
 BO0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0226+STABILITY: POSITION/ELEVATION WELL
 BO0226
 BO0226  HISTORY     - Date     Condition        Report By
 BO0226  HISTORY     - 1942     MONUMENTED       CGS
 BO0226  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0226
 BO0226                          STATION DESCRIPTION
 BO0226
 BO0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0226'18.75 MI N FROM PANDALE.
 BO0226'THIS MARK IS ABOUT 18.75 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0226'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 25.8 FEET EAST OF THE CENTER
 BO0226'LINE OF THE DIRT ROAD, 55.2 FEET WEST OF A WIRE FENCE WHICH RUNS
 BO0226'PARALLEL WITH THE ROAD, SET IN THE TOP OF A ROCK OUTCROP SURROUNDED BY
 BO0226'A CIRCLE OF ROCKS, ABOUT 2.0 FEET HIGHER THAN THE ROAD.
 BO0226
 BO0226                          STATION RECOVERY (1970)
 BO0226
 BO0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0296 ***********************************************************************
 BO0296  DESIGNATION -  H 703
 BO0296  PID         -  BO0296
 BO0296  STATE/COUNTY-  TX/VAL VERDE
 BO0296  USGS QUAD   -  PANDALE (1970)
 BO0296
 BO0296                         *CURRENT SURVEY CONTROL
 BO0296  ___________________________________________________________________
 BO0296* NAD 83(1986)-  30 07 49.     (N)    101 34 29.     (W)     SCALED    
 BO0296* NAVD 88     -       484.703  (meters)    1590.23   (feet)  ADJUSTED  
 BO0296  ___________________________________________________________________
 BO0296  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 BO0296  DYNAMIC HT  -         483.987 (meters)    1587.88  (feet)  COMP
 BO0296  MODELED GRAV-     979,151.1   (mgal)                       NAVD 88
 BO0296
 BO0296  VERT ORDER  -  FIRST     CLASS II
 BO0296
 BO0296.The horizontal coordinates were scaled from a topographic map and have
 BO0296.an estimated accuracy of +/- 6 seconds.
 BO0296
 BO0296.The orthometric height was determined by differential leveling
 BO0296.and adjusted by the National Geodetic Survey in June 1991..
 BO0296
 BO0296.The geoid height was determined by GEOID03.
 BO0296
 BO0296.The dynamic height is computed by dividing the NAVD 88
 BO0296.geopotential number by the normal gravity value computed on the
 BO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0296.degrees latitude (g = 980.6199 gals.).
 BO0296
 BO0296.The modeled gravity was interpolated from observed gravity values.
 BO0296
 BO0296;                    North         East    Units  Estimated Accuracy
 BO0296;SPC TXSC     - 4,257,300.      351,930.      MT  (+/- 180 meters Scaled)
 BO0296
 BO0296                          SUPERSEDED SURVEY CONTROL
 BO0296
 BO0296  NGVD 29 (??/??/92)  484.568  (m)         1589.79   (f) ADJ UNCH    1 2
 BO0296
 BO0296.Superseded values are not recommended for survey control.
 BO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0296.See file dsdata.txt to determine how the superseded data were derived.
 BO0296
 BO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU519360(NAD 83)
 BO0296_MARKER: DB = BENCH MARK DISK
 BO0296_SETTING: 66 = SET IN ROCK OUTCROP
 BO0296_SP_SET: OUTCROP
 BO0296_STAMPING: H 703 1942
 BO0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0296+STABILITY: POSITION/ELEVATION WELL
 BO0296
 BO0296  HISTORY     - Date     Condition        Report By
 BO0296  HISTORY     - 1942     MONUMENTED       CGS
 BO0296  HISTORY     - 19991229 GOOD             USPSQD
 BO0296
 BO0296                          STATION DESCRIPTION
 BO0296
 BO0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0296'5.95 MI SW FROM PANDALE.
 BO0296'THIS MARK IS ABOUT 5.95 MILES SOUTHWEST ALONG A DIRT ROAD FROM THE
 BO0296'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 38.6 FEET SOUTHEAST OF THE
 BO0296'CENTER LINE OF THE DIRT ROAD, 32.4 FEET SOUTHEAST OF A WIRE FENCE
 BO0296'WHICH RUN PARALLEL WITH THE ROAD, 142.1 FEET SOUTH OF THE SOUTH CORNER
 BO0296'OF A ONE-STORY UNPAINTED RANCH HOUSE, ABOUT 0.1 MILE SOUTHWEST OF THE
 BO0296'PECOS RIVER, SET IN THE TOP OF A FLAT ROCK OUTCROP AND SURROUNDED BY A
 BO0296'CIRCLE OF ROCKS, ABOUT 2.5 FEET HIGHER THAN THE ROAD.
 BO0296
 BO0296                          STATION RECOVERY (1999)
 BO0296
 BO0296'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0310 ***********************************************************************
 AZ0310  DESIGNATION -  H 704
 AZ0310  PID         -  AZ0310
 AZ0310  STATE/COUNTY-  TX/VAL VERDE
 AZ0310  USGS QUAD   -  LANGTRY (1973)
 AZ0310
 AZ0310                         *CURRENT SURVEY CONTROL
 AZ0310  ___________________________________________________________________
 AZ0310* NAD 83(1986)-  29 50 05.     (N)    101 33 54.     (W)     SCALED    
 AZ0310* NAVD 88     -       464.247  (meters)    1523.12   (feet)  ADJUSTED  
 AZ0310  ___________________________________________________________________
 AZ0310  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 AZ0310  DYNAMIC HT  -         463.567 (meters)    1520.89  (feet)  COMP
 AZ0310  MODELED GRAV-     979,163.1   (mgal)                       NAVD 88
 AZ0310
 AZ0310  VERT ORDER  -  FIRST     CLASS II
 AZ0310
 AZ0310.The horizontal coordinates were scaled from a topographic map and have
 AZ0310.an estimated accuracy of +/- 6 seconds.
 AZ0310
 AZ0310.The orthometric height was determined by differential leveling
 AZ0310.and adjusted by the National Geodetic Survey in June 1991..
 AZ0310
 AZ0310.The geoid height was determined by GEOID03.
 AZ0310
 AZ0310.The dynamic height is computed by dividing the NAVD 88
 AZ0310.geopotential number by the normal gravity value computed on the
 AZ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0310.degrees latitude (g = 980.6199 gals.).
 AZ0310
 AZ0310.The modeled gravity was interpolated from observed gravity values.
 AZ0310
 AZ0310;                    North         East    Units  Estimated Accuracy
 AZ0310;SPC TXSC     - 4,224,530.      352,150.      MT  (+/- 180 meters Scaled)
 AZ0310
 AZ0310                          SUPERSEDED SURVEY CONTROL
 AZ0310
 AZ0310  NGVD 29 (??/??/92)  464.131  (m)         1522.74   (f) ADJ UNCH    1 2
 AZ0310
 AZ0310.Superseded values are not recommended for survey control.
 AZ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0310.See file dsdata.txt to determine how the superseded data were derived.
 AZ0310
 AZ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU521032(NAD 83)
 AZ0310_MARKER: DB = BENCH MARK DISK
 AZ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0310_STAMPING: H 704 1942
 AZ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0310+STABILITY: SURFACE MOTION
 AZ0310
 AZ0310  HISTORY     - Date     Condition        Report By
 AZ0310  HISTORY     - 1942     MONUMENTED       CGS
 AZ0310  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0310
 AZ0310                          STATION DESCRIPTION
 AZ0310
 AZ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AZ0310'1.8 MI N FROM LANGTRY.
 AZ0310'THIS MARK IS ABOUT 1.8 MILES NORTH ALONG A DIRT ROAD FROM THE SOUTHERN
 AZ0310'PACIFIC RAILROAD STATION AT LANGTRY, VAL VERDE COUNTY, 29.3 FEET WEST
 AZ0310'OF THE CENTER LINE OF THE DIRT ROAD, 164.0 FEET NORTHWEST AND ACROSS
 AZ0310'THE ROAD FROM A TELEPHONE POLE, 103.3 FEET SOUTH AND ACROSS THE ROAD
 AZ0310'FROM A SECOND TELEPHONE POLE, ABOUT 1.0 FOOT LOWER THAN THE ROAD.
 AZ0310
 AZ0310                          STATION RECOVERY (1972)
 AZ0310
 AZ0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0515 ***********************************************************************
 CD0515  DESIGNATION -  H 705
 CD0515  PID         -  CD0515
 CD0515  STATE/COUNTY-  TX/HUDSPETH
 CD0515  USGS QUAD   -  BLACK HILLS (1979)
 CD0515
 CD0515                         *CURRENT SURVEY CONTROL
 CD0515  ___________________________________________________________________
 CD0515* NAD 83(1986)-  31 27 37.     (N)    105 20 56.     (W)     SCALED    
 CD0515* NAVD 88     -      1327.409  (meters)    4355.01   (feet)  ADJUSTED  
 CD0515  ___________________________________________________________________
 CD0515  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0515  DYNAMIC HT  -        1325.336 (meters)    4348.21  (feet)  COMP
 CD0515  MODELED GRAV-     979,031.9   (mgal)                       NAVD 88
 CD0515
 CD0515  VERT ORDER  -  FIRST     CLASS II
 CD0515
 CD0515.The horizontal coordinates were scaled from a topographic map and have
 CD0515.an estimated accuracy of +/- 6 seconds.
 CD0515
 CD0515.The orthometric height was determined by differential leveling
 CD0515.and adjusted by the National Geodetic Survey in June 1991..
 CD0515
 CD0515.The geoid height was determined by GEOID03.
 CD0515
 CD0515.The dynamic height is computed by dividing the NAVD 88
 CD0515.geopotential number by the normal gravity value computed on the
 CD0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0515.degrees latitude (g = 980.6199 gals.).
 CD0515
 CD0515.The modeled gravity was interpolated from observed gravity values.
 CD0515
 CD0515;                    North         East    Units  Estimated Accuracy
 CD0515;SPC TX C     - 3,209,580.      223,510.      MT  (+/- 180 meters Scaled)
 CD0515
 CD0515                          SUPERSEDED SURVEY CONTROL
 CD0515
 CD0515  NGVD 29 (??/??/92) 1326.83   (m)         4353.1    (f) COMPUTED    1 2
 CD0515
 CD0515.Superseded values are not recommended for survey control.
 CD0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0515.See file dsdata.txt to determine how the superseded data were derived.
 CD0515
 CD0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ668806(NAD 83)
 CD0515_MARKER: DB = BENCH MARK DISK
 CD0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0515_STAMPING: H 705 1942
 CD0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0515+STABILITY: SURFACE MOTION
 CD0515
 CD0515  HISTORY     - Date     Condition        Report By
 CD0515  HISTORY     - 1942     MONUMENTED       CGS
 CD0515  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0515
 CD0515                          STATION DESCRIPTION
 CD0515
 CD0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CD0515'21.65 MI N FROM SIERRA BLANCA.
 CD0515'THIS MARK IS ABOUT 21.65 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE
 CD0515'RAILROAD STATION AT SIERRA BLANCA, HUDSPETH COUNTY, 41.4 FEET EAST OF
 CD0515'THE CENTER LINE OF THE DIRT ROAD, 1.6 FEET WEST OF A WIRE FENCE WHICH
 CD0515'RUNS PARALLEL WITH THE ROAD, ABOUT 2-INCHES HIGHER THAN THE ROAD, 2.0
 CD0515'FEET NORTH OF A STANDARD REFERENCE POST.
 CD0515
 CD0515                          STATION RECOVERY (1958)
 CD0515
 CD0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0516 ***********************************************************************
 CD0516  DESIGNATION -  H 705 RESET 1950
 CD0516  PID         -  CD0516
 CD0516  STATE/COUNTY-  TX/HUDSPETH
 CD0516  USGS QUAD   -  BLACK HILLS (1979)
 CD0516
 CD0516                         *CURRENT SURVEY CONTROL
 CD0516  ___________________________________________________________________
 CD0516* NAD 83(1986)-  31 27 37.     (N)    105 20 56.     (W)     SCALED    
 CD0516* NAVD 88     -      1327.725  (meters)    4356.04   (feet)  ADJUSTED  
 CD0516  ___________________________________________________________________
 CD0516  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0516  DYNAMIC HT  -        1325.651 (meters)    4349.24  (feet)  COMP
 CD0516  MODELED GRAV-     979,031.9   (mgal)                       NAVD 88
 CD0516
 CD0516  VERT ORDER  -  FIRST     CLASS II
 CD0516
 CD0516.The horizontal coordinates were scaled from a topographic map and have
 CD0516.an estimated accuracy of +/- 6 seconds.
 CD0516
 CD0516.The orthometric height was determined by differential leveling
 CD0516.and adjusted by the National Geodetic Survey in June 1991..
 CD0516
 CD0516.The geoid height was determined by GEOID03.
 CD0516
 CD0516.The dynamic height is computed by dividing the NAVD 88
 CD0516.geopotential number by the normal gravity value computed on the
 CD0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0516.degrees latitude (g = 980.6199 gals.).
 CD0516
 CD0516.The modeled gravity was interpolated from observed gravity values.
 CD0516
 CD0516;                    North         East    Units  Estimated Accuracy
 CD0516;SPC TX C     - 3,209,580.      223,510.      MT  (+/- 180 meters Scaled)
 CD0516
 CD0516                          SUPERSEDED SURVEY CONTROL
 CD0516
 CD0516  NGVD 29 (??/??/92) 1327.14   (m)         4354.1    (f) COMPUTED    1 2
 CD0516
 CD0516.Superseded values are not recommended for survey control.
 CD0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0516.See file dsdata.txt to determine how the superseded data were derived.
 CD0516
 CD0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ668806(NAD 83)
 CD0516_MARKER: DB = BENCH MARK DISK
 CD0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0516_STAMPING: H 705 RESET 1950
 CD0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0516+STABILITY: SURFACE MOTION
 CD0516
 CD0516  HISTORY     - Date     Condition        Report By
 CD0516  HISTORY     - 1950     MONUMENTED       CGS
 CD0516  HISTORY     - 1958     GOOD             NGS
 CD0516
 CD0516                          STATION DESCRIPTION
 CD0516
 CD0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0516'21.3 MI N FROM SIERRA BLANCA.
 CD0516'ABOUT 21.3 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0516'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 48 FEET EAST OF THE CENTER
 CD0516'LINE OF THE ROAD, ABOUT 0.1 MILE NORTH-NORTHEAST OF AND ACROSS THE
 CD0516'ROAD FROM A STEEL WINDMILL, 4 1/2 FEET WEST OF A FENCE, 1 1/2 FEET
 CD0516'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 CD0516'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0407 ***********************************************************************
 BP0407  DESIGNATION -  H 707
 BP0407  PID         -  BP0407
 BP0407  STATE/COUNTY-  TX/BREWSTER
 BP0407  USGS QUAD   -  ELEPHANT MOUNTAIN (1983)
 BP0407
 BP0407                         *CURRENT SURVEY CONTROL
 BP0407  ___________________________________________________________________
 BP0407* NAD 83(1986)-  30 02 45.     (N)    103 34 26.     (W)     SCALED    
 BP0407* NAVD 88     -      1318.129  (meters)    4324.56   (feet)  ADJUSTED  
 BP0407  ___________________________________________________________________
 BP0407  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 BP0407  DYNAMIC HT  -        1315.951 (meters)    4317.42  (feet)  COMP
 BP0407  MODELED GRAV-     978,943.7   (mgal)                       NAVD 88
 BP0407
 BP0407  VERT ORDER  -  SECOND    CLASS 0
 BP0407
 BP0407.The horizontal coordinates were scaled from a topographic map and have
 BP0407.an estimated accuracy of +/- 6 seconds.
 BP0407
 BP0407.The orthometric height was determined by differential leveling
 BP0407.and adjusted by the National Geodetic Survey in June 1991..
 BP0407
 BP0407.The geoid height was determined by GEOID03.
 BP0407
 BP0407.The dynamic height is computed by dividing the NAVD 88
 BP0407.geopotential number by the normal gravity value computed on the
 BP0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0407.degrees latitude (g = 980.6199 gals.).
 BP0407
 BP0407.The modeled gravity was interpolated from observed gravity values.
 BP0407
 BP0407;                    North         East    Units  Estimated Accuracy
 BP0407;SPC TXSC     - 4,253,830.      159,020.      MT  (+/- 180 meters Scaled)
 BP0407
 BP0407                          SUPERSEDED SURVEY CONTROL
 BP0407
 BP0407  NGVD 29 (??/??/92) 1317.630  (m)         4322.92   (f) ADJ UNCH    2 0
 BP0407
 BP0407.Superseded values are not recommended for survey control.
 BP0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0407.See file dsdata.txt to determine how the superseded data were derived.
 BP0407
 BP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP374247(NAD 83)
 BP0407_MARKER: DB = BENCH MARK DISK
 BP0407_SETTING: 66 = SET IN ROCK OUTCROP
 BP0407_SP_SET: ROCK OUTCROP
 BP0407_STAMPING: H 707 1943
 BP0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0407+STABILITY: POSITION/ELEVATION WELL
 BP0407
 BP0407  HISTORY     - Date     Condition        Report By
 BP0407  HISTORY     - 1943     MONUMENTED       CGS
 BP0407  HISTORY     - 1958     GOOD             NGS
 BP0407
 BP0407                          STATION DESCRIPTION
 BP0407
 BP0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0407'25.9 MI S FROM ALPINE.
 BP0407'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0407'STATION AT ALPINE, THENCE ABOUT 25.5 MILES SOUTH ALONG STATE HIGHWAY
 BP0407'118.  IN THE TOP OF A SMALL ROCK OUTCROP SURROUNDED BY A CIRCLE OF
 BP0407'WHITE PAINT, 41 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BP0407'ABOUT 88 YARDS WEST-NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE
 BP0407'CENTER LINE OF A GATE AND TRACK ROAD, ABOUT 0.1 MILE NORTHWEST OF A
 BP0407'SMALL GROVE OF TREES AND ROAD SIDE PARK, 21 1/2 FEET NORTHEAST OF A
 BP0407'FENCE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0301 ***********************************************************************
 BA0301  DESIGNATION -  H 708
 BA0301  PID         -  BA0301
 BA0301  STATE/COUNTY-  TX/BREWSTER
 BA0301  USGS QUAD   -  DOG CANYON (1983)
 BA0301
 BA0301                         *CURRENT SURVEY CONTROL
 BA0301  ___________________________________________________________________
 BA0301* NAD 83(1986)-  29 41 47.     (N)    103 35 06.     (W)     SCALED    
 BA0301* NAVD 88     -      1137.193  (meters)    3730.94   (feet)  ADJUSTED  
 BA0301  ___________________________________________________________________
 BA0301  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 BA0301  DYNAMIC HT  -        1135.329 (meters)    3724.83  (feet)  COMP
 BA0301  MODELED GRAV-     978,964.6   (mgal)                       NAVD 88
 BA0301
 BA0301  VERT ORDER  -  SECOND    CLASS 0
 BA0301
 BA0301.The horizontal coordinates were scaled from a topographic map and have
 BA0301.an estimated accuracy of +/- 6 seconds.
 BA0301
 BA0301.The orthometric height was determined by differential leveling
 BA0301.and adjusted by the National Geodetic Survey in June 1991..
 BA0301
 BA0301.The geoid height was determined by GEOID03.
 BA0301
 BA0301.The dynamic height is computed by dividing the NAVD 88
 BA0301.geopotential number by the normal gravity value computed on the
 BA0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0301.degrees latitude (g = 980.6199 gals.).
 BA0301
 BA0301.The modeled gravity was interpolated from observed gravity values.
 BA0301
 BA0301;                    North         East    Units  Estimated Accuracy
 BA0301;SPC TXSC     - 4,215,170.      156,440.      MT  (+/- 180 meters Scaled)
 BA0301
 BA0301                          SUPERSEDED SURVEY CONTROL
 BA0301
 BA0301  NGVD 29 (??/??/92) 1136.720  (m)         3729.39   (f) ADJ UNCH    2 0
 BA0301
 BA0301.Superseded values are not recommended for survey control.
 BA0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0301.See file dsdata.txt to determine how the superseded data were derived.
 BA0301
 BA0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN368859(NAD 83)
 BA0301_MARKER: DB = BENCH MARK DISK
 BA0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0301_STAMPING: H 708 1943
 BA0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0301+STABILITY: SURFACE MOTION
 BA0301
 BA0301  HISTORY     - Date     Condition        Report By
 BA0301  HISTORY     - 1943     MONUMENTED       CGS
 BA0301  HISTORY     - 1958     GOOD             NGS
 BA0301  HISTORY     - 20010331 GOOD             NGS
 BA0301  HISTORY     - 20030420 GOOD             USPSQD
 BA0301
 BA0301                          STATION DESCRIPTION
 BA0301
 BA0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0301'31.0 MI N FROM TERLINGUA.
 BA0301'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0301'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0301'THENCE ABOUT 15.6 MILES NORTH ALONG STATE HIGHWAY 118.  61 FEET WEST
 BA0301'OF THE CENTER LINE OF THE HIGHWAY, SOUTHWEST AND ON THE OUTSIDE OF AN
 BA0301'APPROACH TO A CURVE IN THE HIGHWAY, 1 1/2 FEET EAST OF THE WEST
 BA0301'HIGHWAY RIGHT OF WAY FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 BA0301'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP
 BA0301'OF A OCNCRETE POST PROJECTING 3 INCHES.
 BA0301
 BA0301                          STATION RECOVERY (2001)
 BA0301
 BA0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0301'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BA0301
 BA0301                          STATION RECOVERY (2003)
 BA0301
 BA0301'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0259 ***********************************************************************
 BA0259  DESIGNATION -  H 709
 BA0259  PID         -  BA0259
 BA0259  STATE/COUNTY-  TX/BREWSTER
 BA0259  USGS QUAD   -  TERLINGUA (1971)
 BA0259
 BA0259                         *CURRENT SURVEY CONTROL
 BA0259  ___________________________________________________________________
 BA0259* NAD 83(1986)-  29 21 55.     (N)    103 35 45.     (W)     SCALED    
 BA0259* NAVD 88     -       808.092  (meters)    2651.22   (feet)  ADJUSTED  
 BA0259  ___________________________________________________________________
 BA0259  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 BA0259  DYNAMIC HT  -         806.788 (meters)    2646.94  (feet)  COMP
 BA0259  MODELED GRAV-     979,003.1   (mgal)                       NAVD 88
 BA0259
 BA0259  VERT ORDER  -  SECOND    CLASS 0
 BA0259
 BA0259.The horizontal coordinates were scaled from a topographic map and have
 BA0259.an estimated accuracy of +/- 6 seconds.
 BA0259
 BA0259.The orthometric height was determined by differential leveling
 BA0259.and adjusted by the National Geodetic Survey in June 1991..
 BA0259
 BA0259.The geoid height was determined by GEOID03.
 BA0259
 BA0259.The dynamic height is computed by dividing the NAVD 88
 BA0259.geopotential number by the normal gravity value computed on the
 BA0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0259.degrees latitude (g = 980.6199 gals.).
 BA0259
 BA0259.The modeled gravity was interpolated from observed gravity values.
 BA0259
 BA0259;                    North         East    Units  Estimated Accuracy
 BA0259;SPC TXSC     - 4,178,550.      153,950.      MT  (+/- 180 meters Scaled)
 BA0259
 BA0259                          SUPERSEDED SURVEY CONTROL
 BA0259
 BA0259  NGVD 29 (??/??/92)  807.654  (m)         2649.78   (f) ADJ UNCH    2 0
 BA0259
 BA0259.Superseded values are not recommended for survey control.
 BA0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0259.See file dsdata.txt to determine how the superseded data were derived.
 BA0259
 BA0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN362492(NAD 83)
 BA0259_MARKER: DB = BENCH MARK DISK
 BA0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0259_STAMPING: H 709 1943
 BA0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0259+STABILITY: SURFACE MOTION
 BA0259
 BA0259  HISTORY     - Date     Condition        Report By
 BA0259  HISTORY     - 1943     MONUMENTED       CGS
 BA0259  HISTORY     - 1958     GOOD             NGS
 BA0259  HISTORY     - 19960414 MARK NOT FOUND   USPSQD
 BA0259  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0259
 BA0259                          STATION DESCRIPTION
 BA0259
 BA0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0259'4.6 MI NE FROM TERLINGUA.
 BA0259'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0259'TERLINGUA, THENCE ABOUT 3.6 MILES NORTHEAST ALONG A GRADED DIRT ROAD.
 BA0259'21 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.85 MILE NORTH OF
 BA0259'A CROSS FENCE AND CATTLE GUARD, ON THE SOUTH EDGE OF A ARROYO, ABOUT
 BA0259'0.3 MILE SOUTH OF A DEEP WASH ACROSS THE ROAD, 2 FEET SOUTH OF A WHITE
 BA0259'WOODEN WITNESS POST ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 BA0259'CONCRETE POST PROJECTING 4 INCHES.
 BA0259
 BA0259                          STATION RECOVERY (1996)
 BA0259
 BA0259'RECOVERY NOTE BY US POWER SQUADRON 1996
 BA0259'MARK NOT FOUND.
 BA0259
 BA0259                          STATION RECOVERY (2001)
 BA0259
 BA0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0259'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0024 ***********************************************************************
 AZ0024  DESIGNATION -  H 71
 AZ0024  PID         -  AZ0024
 AZ0024  STATE/COUNTY-  TX/EDWARDS
 AZ0024  USGS QUAD   -  VANCE (1973)
 AZ0024
 AZ0024                         *CURRENT SURVEY CONTROL
 AZ0024  ___________________________________________________________________
 AZ0024* NAD 83(1986)-  29 50 59.     (N)    100 05 29.     (W)     SCALED    
 AZ0024* NAVD 88     -       549.928  (meters)    1804.22   (feet)  ADJUSTED  
 AZ0024  ___________________________________________________________________
 AZ0024  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 AZ0024  DYNAMIC HT  -         549.112 (meters)    1801.55  (feet)  COMP
 AZ0024  MODELED GRAV-     979,141.0   (mgal)                       NAVD 88
 AZ0024
 AZ0024  VERT ORDER  -  SECOND    CLASS 0
 AZ0024
 AZ0024.The horizontal coordinates were scaled from a topographic map and have
 AZ0024.an estimated accuracy of +/- 6 seconds.
 AZ0024
 AZ0024.The orthometric height was determined by differential leveling
 AZ0024.and adjusted by the National Geodetic Survey in June 1991..
 AZ0024
 AZ0024.The geoid height was determined by GEOID03.
 AZ0024
 AZ0024.The dynamic height is computed by dividing the NAVD 88
 AZ0024.geopotential number by the normal gravity value computed on the
 AZ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0024.degrees latitude (g = 980.6199 gals.).
 AZ0024
 AZ0024.The modeled gravity was interpolated from observed gravity values.
 AZ0024
 AZ0024;                    North         East    Units  Estimated Accuracy
 AZ0024;SPC TXSC     - 4,223,960.      494,550.      MT  (+/- 180 meters Scaled)
 AZ0024
 AZ0024                          SUPERSEDED SURVEY CONTROL
 AZ0024
 AZ0024  NGVD 29 (??/??/92)  549.858  (m)         1803.99   (f) ADJ UNCH    2 0
 AZ0024
 AZ0024.Superseded values are not recommended for survey control.
 AZ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0024.See file dsdata.txt to determine how the superseded data were derived.
 AZ0024
 AZ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU945026(NAD 83)
 AZ0024_MARKER: DD = SURVEY DISK
 AZ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0024_STAMPING: H 71 1923
 AZ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0024+STABILITY: SURFACE MOTION
 AZ0024
 AZ0024  HISTORY     - Date     Condition        Report By
 AZ0024  HISTORY     - 1923     MONUMENTED       USGS
 AZ0024  HISTORY     - 1940     GOOD             NGS
 AZ0024
 AZ0024                          STATION DESCRIPTION
 AZ0024
 AZ0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0024'16.4 MI NW FROM CAMP WOOD.
 AZ0024'IN EDWARDS COUNTY, 16.4 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM
 AZ0024'THE UVALDE AND NORTHERN RAILWAY STATION AT CAMP WOOD, REAL COUNTY, AT
 AZ0024'A CATTLE CROSSING, IN THE SOUTHWEST CORNER OF A T-ANGLE IN THE FENCE,
 AZ0024'AND 3 FEET FROM EACH FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 AZ0024'STANDARD DISK, STAMPED H 71 1923 AND SET IN THE TOP OF A CONCRETE POST
 AZ0024'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0296 ***********************************************************************
 DP0296  DESIGNATION -  H 71
 DP0296  PID         -  DP0296
 DP0296  STATE/COUNTY-  TX/LUBBOCK
 DP0296  USGS QUAD   -  SLATON (1975)
 DP0296
 DP0296                         *CURRENT SURVEY CONTROL
 DP0296  ___________________________________________________________________
 DP0296* NAD 83(1986)-  33 29 34.     (N)    101 43 42.     (W)     SCALED    
 DP0296* NAVD 88     -       958.213  (meters)    3143.74   (feet)  POSTED    
 DP0296  ___________________________________________________________________
 DP0296  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 DP0296  DYNAMIC HT  -         956.980 (meters)    3139.69  (feet)  COMP
 DP0296  MODELED GRAV-     979,317.3   (mgal)                       NAVD 88
 DP0296
 DP0296  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0296
 DP0296.The horizontal coordinates were scaled from a topographic map and have
 DP0296.an estimated accuracy of +/- 6 seconds.
 DP0296
 DP0296.The orthometric height was determined by differential leveling
 DP0296.and adjusted by the National Geodetic Survey in 1992..
 DP0296.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0296.rate of 1.1 thru 2.0 mm/km.
 DP0296
 DP0296.The geoid height was determined by GEOID03.
 DP0296
 DP0296.The dynamic height is computed by dividing the NAVD 88
 DP0296.geopotential number by the normal gravity value computed on the
 DP0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0296.degrees latitude (g = 980.6199 gals.).
 DP0296
 DP0296.The modeled gravity was interpolated from observed gravity values.
 DP0296
 DP0296;                    North         East    Units  Estimated Accuracy
 DP0296;SPC TXNC     - 2,207,110.      300,070.      MT  (+/- 180 meters Scaled)
 DP0296
 DP0296                          SUPERSEDED SURVEY CONTROL
 DP0296
 DP0296  NGVD 29 (??/??/92)  957.851  (m)         3142.55   (f) ADJ UNCH    1 2
 DP0296
 DP0296.Superseded values are not recommended for survey control.
 DP0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0296.See file dsdata.txt to determine how the superseded data were derived.
 DP0296
 DP0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC465092(NAD 83)
 DP0296_MARKER: DB = BENCH MARK DISK
 DP0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0296_SP_SET: PIER
 DP0296_STAMPING: 3142.549 H 71 1930
 DP0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0296
 DP0296  HISTORY     - Date     Condition        Report By
 DP0296  HISTORY     - 1930     MONUMENTED       CGS
 DP0296  HISTORY     - 1934     GOOD             NGS
 DP0296  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0296
 DP0296                          STATION DESCRIPTION
 DP0296
 DP0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0296'1.0 MI NW FROM POSEY.
 DP0296'1 MILE NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM POSEY,
 DP0296'LUBBOCK COUNTY, ABOUT 0.2 MILE NORTHWEST OF MILEPOST 684, AT BRIDGE
 DP0296'683A, IN THE NORTHWEST PIER, AND ON THE SOUTHWEST SIDE OF THE TRACK.
 DP0296
 DP0296                          STATION RECOVERY (1982)
 DP0296
 DP0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0296'THE RAILROAD BRIDGE IS NOW A WOODEN TRESSLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0563 ***********************************************************************
 GK0563  DESIGNATION -  H 71
 GK0563  PID         -  GK0563
 GK0563  STATE/COUNTY-  TX/SHERMAN
 GK0563  USGS QUAD   -  SPURLOCK CHAPEL (1965)
 GK0563
 GK0563                         *CURRENT SURVEY CONTROL
 GK0563  ___________________________________________________________________
 GK0563* NAD 83(1986)-  36 08 24.     (N)    101 52 55.     (W)     SCALED    
 GK0563* NAVD 88     -      1077.112  (meters)    3533.82   (feet)  ADJUSTED  
 GK0563  ___________________________________________________________________
 GK0563  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 GK0563  DYNAMIC HT  -        1075.904 (meters)    3529.86  (feet)  COMP
 GK0563  MODELED GRAV-     979,474.6   (mgal)                       NAVD 88
 GK0563
 GK0563  VERT ORDER  -  SECOND    CLASS 0
 GK0563
 GK0563.The horizontal coordinates were scaled from a topographic map and have
 GK0563.an estimated accuracy of +/- 6 seconds.
 GK0563
 GK0563.The orthometric height was determined by differential leveling
 GK0563.and adjusted by the National Geodetic Survey in June 1991..
 GK0563
 GK0563.The geoid height was determined by GEOID03.
 GK0563
 GK0563.The dynamic height is computed by dividing the NAVD 88
 GK0563.geopotential number by the normal gravity value computed on the
 GK0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0563.degrees latitude (g = 980.6199 gals.).
 GK0563
 GK0563.The modeled gravity was interpolated from observed gravity values.
 GK0563
 GK0563;                    North         East    Units  Estimated Accuracy
 GK0563;SPC TX N     - 1,237,480.      165,620.      MT  (+/- 180 meters Scaled)
 GK0563
 GK0563                          SUPERSEDED SURVEY CONTROL
 GK0563
 GK0563  NGVD 29 (??/??/92) 1076.614  (m)         3532.19   (f) ADJ UNCH    2 0
 GK0563
 GK0563.Superseded values are not recommended for survey control.
 GK0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0563.See file dsdata.txt to determine how the superseded data were derived.
 GK0563
 GK0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF406033(NAD 83)
 GK0563_MARKER: DB = BENCH MARK DISK
 GK0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0563_STAMPING: H 71 1927
 GK0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0563+STABILITY: SURFACE MOTION
 GK0563
 GK0563  HISTORY     - Date     Condition        Report By
 GK0563  HISTORY     - 1927     MONUMENTED       CGS
 GK0563  HISTORY     - 1952     GOOD             NGS
 GK0563
 GK0563                          STATION DESCRIPTION
 GK0563
 GK0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0563'16.0 MI NE FROM ETTER.
 GK0563'7.8 MILES NORTH ALON U.S. HIGHWAY 257 FROM THE POST OFFICE AT ETTER,
 GK0563'THENCE 8.2 MILES EAST ALONG A NEW FARM TO MARKET ROAD, 400 FEET WEST
 GK0563'OF THE SPURLOCK SCHOOL, 60 FEET NORTH OF THE CENTER LINE OF AN EAST
 GK0563'AND WEST ROAD, 52 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 GK0563'ROAD, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GK0563'POST WHICH IS 0.6 FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6810 ***********************************************************************
 AW6810  DESIGNATION -  H 71 TX
 AW6810  PID         -  AW6810
 AW6810  STATE/COUNTY-  TX/BRAZORIA
 AW6810  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6810
 AW6810                         *CURRENT SURVEY CONTROL
 AW6810  ___________________________________________________________________
 AW6810* NAD 83(1993)-  29 02 08.11630(N)    095 10 27.20461(W)     ADJUSTED  
 AW6810* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 AW6810  ___________________________________________________________________
 AW6810  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AW6810  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AW6810
 AW6810  HORZ ORDER  -  THIRD
 AW6810
 AW6810.The horizontal coordinates were established by classical geodetic methods
 AW6810.and adjusted by the National Geodetic Survey in February 1996..
 AW6810
 AW6810.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6810
 AW6810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6810
 AW6810.The geoid height was determined by GEOID03.
 AW6810
 AW6810;                    North         East     Units Scale Factor Converg.
 AW6810;SPC TXSC     - 4,139,336.104   972,539.362   MT  0.99987680   +1 52 27.5
 AW6810;SPC TXSC     -13,580,471.87  3,190,739.56   sFT  0.99987680   +1 52 27.5
 AW6810;UTM  15      - 3,213,878.803   288,276.286   MT  1.00015320   -1 03 20.4
 AW6810
 AW6810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6810!SPC TXSC     -   1.00000367  x   0.99987680  =   0.99988047
 AW6810!UTM  15      -   1.00000367  x   1.00015320  =   1.00015687
 AW6810
 AW6810:                Primary Azimuth Mark                     Grid Az
 AW6810:SPC TXSC     -  H 70 TX                                  048 47 09.1
 AW6810:UTM  15      -  H 70 TX                                  051 42 57.0
 AW6810
 AW6810|---------------------------------------------------------------------|
 AW6810| PID    Reference Object                     Distance      Geod. Az  |
 AW6810|                                                           dddmmss.s |
 AW6810| AW6809 H 70 TX                             APPROX. 0.5 KM 0503936.6 |
 AW6810| AW6811 H 72 TX                             APPROX. 1.7 KM 2312857.0 |
 AW6810|---------------------------------------------------------------------|
 AW6810
 AW6810                          SUPERSEDED SURVEY CONTROL
 AW6810
 AW6810  NAD 83(1986)-  29 02 08.12591(N)    095 10 27.18489(W) AD(       ) 3
 AW6810  NAD 27      -  29 02 07.24887(N)    095 10 26.43230(W) AD(       ) 3
 AW6810  NGVD 29 (07/19/86)    3.1    (m)           10.     (f) VERT ANG       
 AW6810
 AW6810.Superseded values are not recommended for survey control.
 AW6810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6810.See file dsdata.txt to determine how the superseded data were derived.
 AW6810
 AW6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8827613879(NAD 83)
 AW6810_MARKER: DD = SURVEY DISK
 AW6810_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6810_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6810+STABILITY: SURFACE MOTION
 AW6810
 AW6810  HISTORY     - Date     Condition        Report By
 AW6810  HISTORY     - 1979     MONUMENTED       NOS
 AW6810  HISTORY     - 1982     MARK NOT FOUND   NOS
 AW6810  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 AW6810  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6810  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6810
 AW6810                          STATION DESCRIPTION
 AW6810
 AW6810'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6810'THE STATION IS LOCATED 4.3 MILES SOUTH WEST OF THE SOUTH SIDE
 AW6810'OF SAN LUIS PASS.
 AW6810'
 AW6810'TO REACH FROM THE SOUTH END OF THE SAN LUIS PASS BRIDGE GO
 AW6810'SOUTHWEST ON COUNTY ROAD 257 FOR 4.1 MILES TO A SAND ROAD
 AW6810'LEFT, TURN LEFT AND GO SOUTH ON SAND ROAD FOR 0.05 MILE
 AW6810'TO BEACH, TURN RIGHT AND GO SOUTHWEST ON BEACH FOR 0.15
 AW6810'MILE TO THE STATION ON LOW BLUFF DUNE ON RIGHT NEAR HIGH
 AW6810'BRUSH LINE.
 AW6810'
 AW6810'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 71 TX 1979---,
 AW6810'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN CONCRETE
 AW6810'AND PROJECTING 4 INCHES. IT IS 40 FEET NORTHWEST OF THE HIGH
 AW6810'WATER LINE, 7 FEET NORTHWEST OF THE EDGE OF BLUFF AND 3.5 FEET
 AW6810'SOUTHEAST OF A WOODEN POST WITH SIGN ATTACHED.
 AW6810'
 AW6810'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AW6810
 AW6810                          STATION RECOVERY (1982)
 AW6810
 AW6810'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6810'STATION LOST TO BEACH EROSION.
 AW6810
 AW6810                          STATION RECOVERY (1996)
 AW6810
 AW6810'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6810'MARK NOT FOUND.
 AW6810
 AW6810                          STATION RECOVERY (2004)
 AW6810
 AW6810'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6810'MARK NOT FOUND.
 AW6810
 AW6810                          STATION RECOVERY (2005)
 AW6810
 AW6810'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0317 ***********************************************************************
 CB0317  DESIGNATION -  H 710
 CB0317  PID         -  CB0317
 CB0317  STATE/COUNTY-  TX/STERLING
 CB0317  USGS QUAD   -  GLASS RANCH (1978)
 CB0317
 CB0317                         *CURRENT SURVEY CONTROL
 CB0317  ___________________________________________________________________
 CB0317* NAD 83(1986)-  31 49 54.     (N)    101 10 50.     (W)     SCALED    
 CB0317* NAVD 88     -       752.049  (meters)    2467.35   (feet)  ADJUSTED  
 CB0317  ___________________________________________________________________
 CB0317  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CB0317  DYNAMIC HT  -         751.015 (meters)    2463.95  (feet)  COMP
 CB0317  MODELED GRAV-     979,239.0   (mgal)                       NAVD 88
 CB0317
 CB0317  VERT ORDER  -  SECOND    CLASS 0
 CB0317
 CB0317.The horizontal coordinates were scaled from a topographic map and have
 CB0317.an estimated accuracy of +/- 6 seconds.
 CB0317
 CB0317.The orthometric height was determined by differential leveling
 CB0317.and adjusted by the National Geodetic Survey in June 1991..
 CB0317
 CB0317.The geoid height was determined by GEOID03.
 CB0317
 CB0317.The dynamic height is computed by dividing the NAVD 88
 CB0317.geopotential number by the normal gravity value computed on the
 CB0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0317.degrees latitude (g = 980.6199 gals.).
 CB0317
 CB0317.The modeled gravity was interpolated from observed gravity values.
 CB0317
 CB0317;                    North         East    Units  Estimated Accuracy
 CB0317;SPC TX C     - 3,240,320.      619,800.      MT  (+/- 180 meters Scaled)
 CB0317
 CB0317                          SUPERSEDED SURVEY CONTROL
 CB0317
 CB0317  NGVD 29 (??/??/92)  751.807  (m)         2466.55   (f) ADJ UNCH    2 0
 CB0317
 CB0317.Superseded values are not recommended for survey control.
 CB0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0317.See file dsdata.txt to determine how the superseded data were derived.
 CB0317
 CB0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA936238(NAD 83)
 CB0317_MARKER: DB = BENCH MARK DISK
 CB0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0317_STAMPING: H 710 1942
 CB0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0317+STABILITY: SURFACE MOTION
 CB0317
 CB0317  HISTORY     - Date     Condition        Report By
 CB0317  HISTORY     - 1942     MONUMENTED       CGS
 CB0317  HISTORY     - 1951     GOOD             NGS
 CB0317  HISTORY     - 1973     MARK NOT FOUND   TXHD
 CB0317
 CB0317                          STATION DESCRIPTION
 CB0317
 CB0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CB0317'12.65 MI NW FROM STERLING CITY.
 CB0317'3.3 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM STERLING CITY, STERLING
 CB0317'COUNTY, 9.4 MILES WEST ALONG THE GARDEN CITY HIGHWAY.  0.5 MILE
 CB0317'SOUTHWEST OF A DRAW, 745 FEET NORTHEAST OF AN IRON GATE OPENING INTO A
 CB0317'PASTURE AT A T-FENCE CORNER, 58 FEET NORTHWEST OF THE CENTERLINE OF
 CB0317'THE HIGHWAY, 1 FOOT SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, 2
 CB0317'FEET HIGHER THAN THE HIGHWAY.  AND SET IN THE TOP OF A CONCRETE POST
 CB0317'PROJECTING 6 INCHES ABOVE GROUND.
 CB0317
 CB0317                          STATION RECOVERY (1973)
 CB0317
 CB0317'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0444 ***********************************************************************
 CB0444  DESIGNATION -  H 713
 CB0444  PID         -  CB0444
 CB0444  STATE/COUNTY-  TX/REAGAN
 CB0444  USGS QUAD   -  DIVIDE DRAW (1970)
 CB0444
 CB0444                         *CURRENT SURVEY CONTROL
 CB0444  ___________________________________________________________________
 CB0444* NAD 83(1986)-  31 17 20.     (N)    101 30 00.     (W)     SCALED    
 CB0444* NAVD 88     -       792.201  (meters)    2599.08   (feet)  ADJUSTED  
 CB0444  ___________________________________________________________________
 CB0444  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CB0444  DYNAMIC HT  -         791.057 (meters)    2595.33  (feet)  COMP
 CB0444  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 CB0444
 CB0444  VERT ORDER  -  SECOND    CLASS 0
 CB0444
 CB0444.The horizontal coordinates were scaled from a topographic map and have
 CB0444.an estimated accuracy of +/- 6 seconds.
 CB0444
 CB0444.The orthometric height was determined by differential leveling
 CB0444.and adjusted by the National Geodetic Survey in June 1991..
 CB0444
 CB0444.The geoid height was determined by GEOID03.
 CB0444
 CB0444.The dynamic height is computed by dividing the NAVD 88
 CB0444.geopotential number by the normal gravity value computed on the
 CB0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0444.degrees latitude (g = 980.6199 gals.).
 CB0444
 CB0444.The modeled gravity was interpolated from observed gravity values.
 CB0444
 CB0444;                    North         East    Units  Estimated Accuracy
 CB0444;SPC TX C     - 3,180,420.      588,930.      MT  (+/- 180 meters Scaled)
 CB0444
 CB0444                          SUPERSEDED SURVEY CONTROL
 CB0444
 CB0444  NGVD 29 (??/??/92)  791.86   (m)         2598.0    (f) COMPUTED    2 0
 CB0444
 CB0444.Superseded values are not recommended for survey control.
 CB0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0444.See file dsdata.txt to determine how the superseded data were derived.
 CB0444
 CB0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV620643(NAD 83)
 CB0444_MARKER: DB = BENCH MARK DISK
 CB0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0444_STAMPING: H 713 RESET 1947
 CB0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0444+STABILITY: SURFACE MOTION
 CB0444
 CB0444  HISTORY     - Date     Condition        Report By
 CB0444  HISTORY     - 1947     MONUMENTED       TXHD
 CB0444  HISTORY     - 1970     GOOD             USGS
 CB0444
 CB0444                          STATION DESCRIPTION
 CB0444
 CB0444'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0444'7.3 MI N FROM BIG LAKE.
 CB0444'7.3 MILES NORTH ALONG STATE HIGHWAY 137 FROM THE INTERSECTION OF US
 CB0444'HIGHWAY 67 AND STATE HIGHWAY 137 IN BIG LAKE, REAGAN CO., 49 FEET EAST
 CB0444'OF THE CENTER LINE OF THE ROAD, 2 FEET FROM A WHITE WOODEN WITNESS
 CB0444'POST, AND 1 FOOT WEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, SET
 CB0444'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0264 ***********************************************************************
 CD0264  DESIGNATION -  H 715
 CD0264  PID         -  CD0264
 CD0264  STATE/COUNTY-  TX/CULBERSON
 CD0264  USGS QUAD   -  SEVEN HEART GAP NW (1973)
 CD0264
 CD0264                         *CURRENT SURVEY CONTROL
 CD0264  ___________________________________________________________________
 CD0264* NAD 83(1986)-  31 24 48.     (N)    104 40 43.     (W)     SCALED    
 CD0264* NAVD 88     -      1233.512  (meters)    4046.95   (feet)  ADJUSTED  
 CD0264  ___________________________________________________________________
 CD0264  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 CD0264  DYNAMIC HT  -        1231.621 (meters)    4040.74  (feet)  COMP
 CD0264  MODELED GRAV-     979,064.4   (mgal)                       NAVD 88
 CD0264
 CD0264  VERT ORDER  -  SECOND    CLASS 0
 CD0264
 CD0264.The horizontal coordinates were scaled from a topographic map and have
 CD0264.an estimated accuracy of +/- 6 seconds.
 CD0264
 CD0264.The orthometric height was determined by differential leveling
 CD0264.and adjusted by the National Geodetic Survey in June 1991..
 CD0264
 CD0264.The geoid height was determined by GEOID03.
 CD0264
 CD0264.The dynamic height is computed by dividing the NAVD 88
 CD0264.geopotential number by the normal gravity value computed on the
 CD0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0264.degrees latitude (g = 980.6199 gals.).
 CD0264
 CD0264.The modeled gravity was interpolated from observed gravity values.
 CD0264
 CD0264;                    North         East    Units  Estimated Accuracy
 CD0264;SPC TX C     - 3,201,700.      286,950.      MT  (+/- 180 meters Scaled)
 CD0264
 CD0264                          SUPERSEDED SURVEY CONTROL
 CD0264
 CD0264  NGVD 29 (??/??/92) 1233.022  (m)         4045.34   (f) ADJ UNCH    2 0
 CD0264
 CD0264.Superseded values are not recommended for survey control.
 CD0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0264.See file dsdata.txt to determine how the superseded data were derived.
 CD0264
 CD0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ305754(NAD 83)
 CD0264_MARKER: DB = BENCH MARK DISK
 CD0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0264_STAMPING: H 715 1942
 CD0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0264+STABILITY: SURFACE MOTION
 CD0264
 CD0264  HISTORY     - Date     Condition        Report By
 CD0264  HISTORY     - 1942     MONUMENTED       CGS
 CD0264  HISTORY     - 1958     GOOD             NGS
 CD0264
 CD0264                          STATION DESCRIPTION
 CD0264
 CD0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0264'42.8 MI N FROM VAN HORN.
 CD0264'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0264'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0264'HIGHWAY 54, THENCE ABOUT 11.4 MILES EAST ALONG A DIRT ROAD.  17 FEET
 CD0264'NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0 MILE SOUTHEAST OF
 CD0264'THE JUNCTION OF A ROAD LEADING SOUTHWEST, ABOUT 0.9 MILE NORTHWEST OF
 CD0264'A GROUP OF 4 STEEL WINDMILLS AND WATER SUPPLY TANKS, 2 FEET WEST OF A
 CD0264'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 CD0264'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0163 ***********************************************************************
 CD0163  DESIGNATION -  H 716
 CD0163  PID         -  CD0163
 CD0163  STATE/COUNTY-  TX/CULBERSON
 CD0163  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0163
 CD0163                         *CURRENT SURVEY CONTROL
 CD0163  ___________________________________________________________________
 CD0163* NAD 83(1986)-  31 25 37.     (N)    104 27 20.     (W)     SCALED    
 CD0163* NAVD 88     -      1295.103  (meters)    4249.02   (feet)  ADJUSTED  
 CD0163  ___________________________________________________________________
 CD0163  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CD0163  DYNAMIC HT  -        1293.100 (meters)    4242.45  (feet)  COMP
 CD0163  MODELED GRAV-     979,048.5   (mgal)                       NAVD 88
 CD0163
 CD0163  VERT ORDER  -  SECOND    CLASS 0
 CD0163
 CD0163.The horizontal coordinates were scaled from a topographic map and have
 CD0163.an estimated accuracy of +/- 6 seconds.
 CD0163
 CD0163.The orthometric height was determined by differential leveling
 CD0163.and adjusted by the National Geodetic Survey in June 1991..
 CD0163
 CD0163.The geoid height was determined by GEOID03.
 CD0163
 CD0163.The dynamic height is computed by dividing the NAVD 88
 CD0163.geopotential number by the normal gravity value computed on the
 CD0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0163.degrees latitude (g = 980.6199 gals.).
 CD0163
 CD0163.The modeled gravity was interpolated from observed gravity values.
 CD0163
 CD0163;                    North         East    Units  Estimated Accuracy
 CD0163;SPC TX C     - 3,202,400.      308,200.      MT  (+/- 180 meters Scaled)
 CD0163
 CD0163                          SUPERSEDED SURVEY CONTROL
 CD0163
 CD0163  NGVD 29 (??/??/92) 1294.589  (m)         4247.33   (f) ADJ UNCH    2 0
 CD0163
 CD0163.Superseded values are not recommended for survey control.
 CD0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0163.See file dsdata.txt to determine how the superseded data were derived.
 CD0163
 CD0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ517770(NAD 83)
 CD0163_MARKER: DB = BENCH MARK DISK
 CD0163_SETTING: 66 = SET IN ROCK OUTCROP
 CD0163_SP_SET: ROCK LEDGE
 CD0163_STAMPING: H-716 1942
 CD0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0163+STABILITY: POSITION/ELEVATION WELL
 CD0163
 CD0163  HISTORY     - Date     Condition        Report By
 CD0163  HISTORY     - 1942     MONUMENTED       CGS
 CD0163  HISTORY     - 1973     GOOD             USGS
 CD0163
 CD0163                          STATION DESCRIPTION
 CD0163
 CD0163'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0163'42.45 MI NE FROM VAN HORN.
 CD0163'VAN HORN, AT JUNCTION OF STATE HWY. 54 AND FARM ROAD 2185, THENCE
 CD0163'GENERALLY EAST ALONG FARM ROAD 2185 FOR 42.4 MILES TO END OF PAVEMENT
 CD0163'AT A Y-ROAD FORK, THENCE 0.5 MILES NORTH ALONG RIGHT FORK.  138 FT.
 CD0163'SOUTH OF ROAD AT A CREST.  86 FT. EAST OF A FENCE.  52 FT. EAST OF
 CD0163'ROAD.  ON TOP OF A ROCK LEDGE.  STANDARD TABLET STAMPED H-716, 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0379 ***********************************************************************
 CD0379  DESIGNATION -  H 717
 CD0379  PID         -  CD0379
 CD0379  STATE/COUNTY-  TX/CULBERSON
 CD0379  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0379
 CD0379                         *CURRENT SURVEY CONTROL
 CD0379  ___________________________________________________________________
 CD0379* NAD 83(1986)-  31 41 31.     (N)    104 34 52.     (W)     SCALED    
 CD0379* NAVD 88     -      1356.508  (meters)    4450.48   (feet)  ADJUSTED  
 CD0379  ___________________________________________________________________
 CD0379  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CD0379  DYNAMIC HT  -        1354.381 (meters)    4443.50  (feet)  COMP
 CD0379  MODELED GRAV-     979,024.7   (mgal)                       NAVD 88
 CD0379
 CD0379  VERT ORDER  -  SECOND    CLASS 0
 CD0379
 CD0379.The horizontal coordinates were scaled from a topographic map and have
 CD0379.an estimated accuracy of +/- 6 seconds.
 CD0379
 CD0379.The orthometric height was determined by differential leveling
 CD0379.and adjusted by the National Geodetic Survey in June 1991..
 CD0379
 CD0379.The geoid height was determined by GEOID03.
 CD0379
 CD0379.The dynamic height is computed by dividing the NAVD 88
 CD0379.geopotential number by the normal gravity value computed on the
 CD0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0379.degrees latitude (g = 980.6199 gals.).
 CD0379
 CD0379.The modeled gravity was interpolated from observed gravity values.
 CD0379
 CD0379;                    North         East    Units  Estimated Accuracy
 CD0379;SPC TX C     - 3,232,210.      297,390.      MT  (+/- 180 meters Scaled)
 CD0379
 CD0379                          SUPERSEDED SURVEY CONTROL
 CD0379
 CD0379  NGVD 29 (??/??/92) 1355.935  (m)         4448.60   (f) ADJ UNCH    2 0
 CD0379
 CD0379.Superseded values are not recommended for survey control.
 CD0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0379.See file dsdata.txt to determine how the superseded data were derived.
 CD0379
 CD0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER396063(NAD 83)
 CD0379_MARKER: DB = BENCH MARK DISK
 CD0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0379_STAMPING: H 717 1942
 CD0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0379+STABILITY: SURFACE MOTION
 CD0379
 CD0379  HISTORY     - Date     Condition        Report By
 CD0379  HISTORY     - 1942     MONUMENTED       CGS
 CD0379  HISTORY     - 1958     GOOD             NGS
 CD0379
 CD0379                          STATION DESCRIPTION
 CD0379
 CD0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0379'45.8 MI SE FROM PINE SPRINGS.
 CD0379'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0379'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0379'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 16.7 MILES SOUTH ALONG
 CD0379'A GRADED DIRT ROAD.  20 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CD0379'ABOUT 1.0 MILE NORTH-NORTHWEST OF AN OLD CORRAL AND CATTLE GUARD, 44
 CD0379'FEET EAST OF THE CENTER LINE OF THE JUNCTION, 1 1/2 FEET SOUTHWEST OF
 CD0379'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 CD0379'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0359 ***********************************************************************
 CD0359  DESIGNATION -  H 718
 CD0359  PID         -  CD0359
 CD0359  STATE/COUNTY-  TX/CULBERSON
 CD0359  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0359
 CD0359                         *CURRENT SURVEY CONTROL
 CD0359  ___________________________________________________________________
 CD0359* NAD 83(1986)-  31 58 08.     (N)    104 30 53.     (W)     SCALED    
 CD0359* NAVD 88     -      1183.053  (meters)    3881.40   (feet)  ADJUSTED  
 CD0359  ___________________________________________________________________
 CD0359  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CD0359  DYNAMIC HT  -        1181.267 (meters)    3875.54  (feet)  COMP
 CD0359  MODELED GRAV-     979,089.1   (mgal)                       NAVD 88
 CD0359
 CD0359  VERT ORDER  -  SECOND    CLASS 0
 CD0359
 CD0359.The horizontal coordinates were scaled from a topographic map and have
 CD0359.an estimated accuracy of +/- 6 seconds.
 CD0359
 CD0359.The orthometric height was determined by differential leveling
 CD0359.and adjusted by the National Geodetic Survey in June 1991..
 CD0359
 CD0359.The geoid height was determined by GEOID03.
 CD0359
 CD0359.The dynamic height is computed by dividing the NAVD 88
 CD0359.geopotential number by the normal gravity value computed on the
 CD0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0359.degrees latitude (g = 980.6199 gals.).
 CD0359
 CD0359.The modeled gravity was interpolated from observed gravity values.
 CD0359
 CD0359;                    North         East    Units  Estimated Accuracy
 CD0359;SPC TX C     - 3,262,660.      304,840.      MT  (+/- 180 meters Scaled)
 CD0359
 CD0359                          SUPERSEDED SURVEY CONTROL
 CD0359
 CD0359  NGVD 29 (??/??/92) 1182.507  (m)         3879.61   (f) ADJ UNCH    2 0
 CD0359
 CD0359.Superseded values are not recommended for survey control.
 CD0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0359.See file dsdata.txt to determine how the superseded data were derived.
 CD0359
 CD0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER458370(NAD 83)
 CD0359_MARKER: DB = BENCH MARK DISK
 CD0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0359_STAMPING: H 718 1942
 CD0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0359+STABILITY: SURFACE MOTION
 CD0359
 CD0359  HISTORY     - Date     Condition        Report By
 CD0359  HISTORY     - 1942     MONUMENTED       CGS
 CD0359  HISTORY     - 1958     GOOD             NGS
 CD0359  HISTORY     - 1973     MARK NOT FOUND   USGS
 CD0359
 CD0359                          STATION DESCRIPTION
 CD0359
 CD0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0359'21.3 MI NE FROM PINE SPRINGS.
 CD0359'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0359'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 2.5 MILES
 CD0359'SOUTH ALONG RANCH ROAD 1108.  49 FEET WEST-SOUTHWEST OF THE CENTER
 CD0359'LINE OF THE ROAD, ABOUT 0.2 MILE NORTH-NORTHWEST OF THE CREST OF A
 CD0359'HILL, 127 FEET NORTH-NORTHWEST OF A CONCRETE CULVERT, 4 FEET
 CD0359'EAST-NORTHEAST OF A FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 CD0359'ABOUT 5 FEET LOWER THAN THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 CD0359'CONCRETE POST PROJECTING 6 INCHES.
 CD0359
 CD0359                          STATION RECOVERY (1973)
 CD0359
 CD0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CD0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0168 ***********************************************************************
 BB0168  DESIGNATION -  H 719
 BB0168  PID         -  BB0168
 BB0168  STATE/COUNTY-  TX/PRESIDIO
 BB0168  USGS QUAD   -  ALAMO SPRING (1983)
 BB0168
 BB0168                         *CURRENT SURVEY CONTROL
 BB0168  ___________________________________________________________________
 BB0168* NAD 83(1986)-  29 40 40.     (N)    104 08 50.     (W)     SCALED    
 BB0168* NAVD 88     -       988.985  (meters)    3244.70   (feet)  ADJUSTED  
 BB0168  ___________________________________________________________________
 BB0168  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 BB0168  DYNAMIC HT  -         987.387 (meters)    3239.45  (feet)  COMP
 BB0168  MODELED GRAV-     978,993.5   (mgal)                       NAVD 88
 BB0168
 BB0168  VERT ORDER  -  SECOND    CLASS 0
 BB0168
 BB0168.The horizontal coordinates were scaled from a topographic map and have
 BB0168.an estimated accuracy of +/- 6 seconds.
 BB0168
 BB0168.The orthometric height was determined by differential leveling
 BB0168.and adjusted by the National Geodetic Survey in June 1991..
 BB0168
 BB0168.The geoid height was determined by GEOID03.
 BB0168
 BB0168.The dynamic height is computed by dividing the NAVD 88
 BB0168.geopotential number by the normal gravity value computed on the
 BB0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0168.degrees latitude (g = 980.6199 gals.).
 BB0168
 BB0168.The modeled gravity was interpolated from observed gravity values.
 BB0168
 BB0168;                    North         East    Units  Estimated Accuracy
 BB0168;SPC TXSC     - 4,215,380.      101,990.      MT  (+/- 180 meters Scaled)
 BB0168
 BB0168                          SUPERSEDED SURVEY CONTROL
 BB0168
 BB0168  NGVD 29 (??/??/92)  988.659  (m)         3243.63   (f) ADJ UNCH    2 0
 BB0168
 BB0168.Superseded values are not recommended for survey control.
 BB0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0168.See file dsdata.txt to determine how the superseded data were derived.
 BB0168
 BB0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN825833(NAD 83)
 BB0168_MARKER: DB = BENCH MARK DISK
 BB0168_SETTING: 66 = SET IN ROCK OUTCROP
 BB0168_SP_SET: ROCK OUTCROP
 BB0168_STAMPING: H 719 1943
 BB0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0168+STABILITY: POSITION/ELEVATION WELL
 BB0168
 BB0168  HISTORY     - Date     Condition        Report By
 BB0168  HISTORY     - 1943     MONUMENTED       CGS
 BB0168  HISTORY     - 1958     GOOD             NGS
 BB0168
 BB0168                          STATION DESCRIPTION
 BB0168
 BB0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0168'8.25 MI SW FROM CASA PIEDRA.
 BB0168'ABOUT 0.3 MILE WEST ALONG A GRADED DIRT ROAD FROM THE C. L. VASQUEZ
 BB0168'STORE AT CASA PIEDRA, THENCE ABOUT 3.45 MILES SOUTHWEST ALONG A GRADED
 BB0168'DIRT ROAD, THENCE ABOUT 4.5 MILES SOUTHWEST ALONG A DIM TRACK ROAD. IN
 BB0168'THE TOP OF A ROCK OUTCROP PROJECTING ABOUT 1 1/2 FEET, ABOUT 0.25 MILE
 BB0168'SOUTHWEST OF A TRACK ROAD LEADING SOUTHEAST AND THREE ABANDONED ADOBE
 BB0168'RANCH HOUSES ON THE NORTHWEST SIDE OF THE ROAD, 105 YARDS NORTHEAST OF
 BB0168'A GROVE OF COTTON WOOD TREES, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0022 ***********************************************************************
 AZ0022  DESIGNATION -  H 72
 AZ0022  PID         -  AZ0022
 AZ0022  STATE/COUNTY-  TX/EDWARDS
 AZ0022  USGS QUAD   -  HACKBERRY (1971)
 AZ0022
 AZ0022                         *CURRENT SURVEY CONTROL
 AZ0022  ___________________________________________________________________
 AZ0022* NAD 83(1986)-  29 52 40.     (N)    100 04 56.     (W)     SCALED    
 AZ0022* NAVD 88     -       588.343  (meters)    1930.26   (feet)  ADJUSTED  
 AZ0022  ___________________________________________________________________
 AZ0022  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 AZ0022  DYNAMIC HT  -         587.469 (meters)    1927.39  (feet)  COMP
 AZ0022  MODELED GRAV-     979,138.2   (mgal)                       NAVD 88
 AZ0022
 AZ0022  VERT ORDER  -  SECOND    CLASS 0
 AZ0022
 AZ0022.The horizontal coordinates were scaled from a topographic map and have
 AZ0022.an estimated accuracy of +/- 6 seconds.
 AZ0022
 AZ0022.The orthometric height was determined by differential leveling
 AZ0022.and adjusted by the National Geodetic Survey in June 1991..
 AZ0022
 AZ0022.The geoid height was determined by GEOID03.
 AZ0022
 AZ0022.The dynamic height is computed by dividing the NAVD 88
 AZ0022.geopotential number by the normal gravity value computed on the
 AZ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0022.degrees latitude (g = 980.6199 gals.).
 AZ0022
 AZ0022.The modeled gravity was interpolated from observed gravity values.
 AZ0022
 AZ0022;                    North         East    Units  Estimated Accuracy
 AZ0022;SPC TXSC     - 4,227,070.      495,460.      MT  (+/- 180 meters Scaled)
 AZ0022
 AZ0022                          SUPERSEDED SURVEY CONTROL
 AZ0022
 AZ0022  NGVD 29 (??/??/92)  588.272  (m)         1930.02   (f) ADJ UNCH    2 0
 AZ0022
 AZ0022.Superseded values are not recommended for survey control.
 AZ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0022.See file dsdata.txt to determine how the superseded data were derived.
 AZ0022
 AZ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU954057(NAD 83)
 AZ0022_MARKER: DD = SURVEY DISK
 AZ0022_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0022_SP_SET: OUTCROP
 AZ0022_STAMPING: H 72 1923
 AZ0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0022+STABILITY: POSITION/ELEVATION WELL
 AZ0022
 AZ0022  HISTORY     - Date     Condition        Report By
 AZ0022  HISTORY     - 1923     MONUMENTED       USGS
 AZ0022  HISTORY     - 1940     GOOD             NGS
 AZ0022
 AZ0022                          STATION DESCRIPTION
 AZ0022
 AZ0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0022'14.2 MI SE FROM ROCKSPRINGS.
 AZ0022'14.2 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0022'AT ROCKSPRINGS, EDWARDS COUNTY, AT THE OLD SITE OF HALFWAY HOUSE, 0.1
 AZ0022'MILE SOUTH OF A CREEK, OPPOSITE THE END OF AN EXPOSED ROCK CLIFF, 25
 AZ0022'YARDS SOUTH OF A CEDAR TREE AT THE NORTH EDGE OF THE HIGHWAY, 100
 AZ0022'YARDS SOUTH OF THE OLD POLE FENCE, 39 FEET SOUTH OF THE CENTERLINE OF
 AZ0022'THE HIGHWAY, 15 FEET NORTH OF A 6-INCH CEDAR STUMP, AND IN THE TOP OF
 AZ0022'A ROCK OUTCROP, 3 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES
 AZ0022'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 72 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0483 ***********************************************************************
 CU0483  DESIGNATION -  H 72
 CU0483  PID         -  CU0483
 CU0483  STATE/COUNTY-  TX/SCURRY
 CU0483  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0483
 CU0483                         *CURRENT SURVEY CONTROL
 CU0483  ___________________________________________________________________
 CU0483* NAD 83(1986)-  32 54 49.     (N)    101 03 31.     (W)     SCALED    
 CU0483* NAVD 88     -       758.119  (meters)    2487.26   (feet)  ADJUSTED  
 CU0483  ___________________________________________________________________
 CU0483  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CU0483  DYNAMIC HT  -         757.136 (meters)    2484.04  (feet)  COMP
 CU0483  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 CU0483
 CU0483  VERT ORDER  -  FIRST     CLASS II
 CU0483
 CU0483.The horizontal coordinates were scaled from a topographic map and have
 CU0483.an estimated accuracy of +/- 6 seconds.
 CU0483
 CU0483.The orthometric height was determined by differential leveling
 CU0483.and adjusted by the National Geodetic Survey in June 1991..
 CU0483
 CU0483.The geoid height was determined by GEOID03.
 CU0483
 CU0483.The dynamic height is computed by dividing the NAVD 88
 CU0483.geopotential number by the normal gravity value computed on the
 CU0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0483.degrees latitude (g = 980.6199 gals.).
 CU0483
 CU0483.The modeled gravity was interpolated from observed gravity values.
 CU0483
 CU0483;                    North         East    Units  Estimated Accuracy
 CU0483;SPC TXNC     - 2,141,190.      360,710.      MT  (+/- 180 meters Scaled)
 CU0483
 CU0483                          SUPERSEDED SURVEY CONTROL
 CU0483
 CU0483  NGVD 29 (??/??/92)  757.804  (m)         2486.23   (f) ADJ UNCH    1 2
 CU0483
 CU0483.Superseded values are not recommended for survey control.
 CU0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0483.See file dsdata.txt to determine how the superseded data were derived.
 CU0483
 CU0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB074435(NAD 83)
 CU0483_MARKER: DB = BENCH MARK DISK
 CU0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0483_STAMPING: 2486.229 H 72 1931
 CU0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0483+STABILITY: SURFACE MOTION
 CU0483
 CU0483  HISTORY     - Date     Condition        Report By
 CU0483  HISTORY     - 1931     MONUMENTED       CGS
 CU0483  HISTORY     - 1941     GOOD             NGS
 CU0483  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0483
 CU0483                          STATION DESCRIPTION
 CU0483
 CU0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CU0483'5.1 MI N FROM DERMOTT.
 CU0483'5.1 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM DERMOTT,
 CU0483'SCURRY COUNTY, 0.7 MILE SOUTH OF MILEPOST 741, AT THE BEGINNING OF A
 CU0483'CUT AND THE END OF A FILL, EAST OF A MOTOR-CAR SIDING, 100 FEET EAST
 CU0483'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2
 CU0483'INCHES ABOVE GROUND.
 CU0483
 CU0483                          STATION RECOVERY (1982)
 CU0483
 CU0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0483'THE MARK WAS FOUND DESTROYED BUT THE DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6811 ***********************************************************************
 AW6811  DESIGNATION -  H 72 TX
 AW6811  PID         -  AW6811
 AW6811  STATE/COUNTY-  TX/BRAZORIA
 AW6811  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6811
 AW6811                         *CURRENT SURVEY CONTROL
 AW6811  ___________________________________________________________________
 AW6811* NAD 83(1993)-  29 01 33.42169(N)    095 11 16.79650(W)     ADJUSTED  
 AW6811* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 AW6811  ___________________________________________________________________
 AW6811  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AW6811  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AW6811
 AW6811  HORZ ORDER  -  THIRD
 AW6811
 AW6811.The horizontal coordinates were established by classical geodetic methods
 AW6811.and adjusted by the National Geodetic Survey in February 1996..
 AW6811
 AW6811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6811
 AW6811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6811
 AW6811.The geoid height was determined by GEOID03.
 AW6811
 AW6811;                    North         East     Units Scale Factor Converg.
 AW6811;SPC TXSC     - 4,138,224.828   971,233.237   MT  0.99987768   +1 52 03.2
 AW6811;SPC TXSC     -13,576,825.96  3,186,454.38   sFT  0.99987768   +1 52 03.2
 AW6811;UTM  15      - 3,212,835.447   286,914.688   MT  1.00016034   -1 03 43.3
 AW6811
 AW6811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6811!SPC TXSC     -   1.00000382  x   0.99987768  =   0.99988150
 AW6811!UTM  15      -   1.00000382  x   1.00016034  =   1.00016416
 AW6811
 AW6811:                Primary Azimuth Mark                     Grid Az
 AW6811:SPC TXSC     -  KIM 77                                   231 35 04.3
 AW6811:UTM  15      -  KIM 77                                   234 30 50.8
 AW6811
 AW6811|---------------------------------------------------------------------|
 AW6811| PID    Reference Object                     Distance      Geod. Az  |
 AW6811|                                                           dddmmss.s |
 AW6811| AW6812 KIM 77                              APPROX. 1.1 KM 2332707.5 |
 AW6811| AW0112 PUGH                                115.509 METERS 33331     |
 AW6811|---------------------------------------------------------------------|
 AW6811
 AW6811                          SUPERSEDED SURVEY CONTROL
 AW6811
 AW6811  NAD 83(1986)-  29 01 33.43134(N)    095 11 16.77686(W) AD(       ) 3
 AW6811  NAD 27      -  29 01 32.55336(N)    095 11 16.02202(W) AD(       ) 3
 AW6811  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 AW6811
 AW6811.Superseded values are not recommended for survey control.
 AW6811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6811.See file dsdata.txt to determine how the superseded data were derived.
 AW6811
 AW6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8691512835(NAD 83)
 AW6811_MARKER: DD = SURVEY DISK
 AW6811_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6811_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6811+STABILITY: SURFACE MOTION
 AW6811
 AW6811  HISTORY     - Date     Condition        Report By
 AW6811  HISTORY     - 1979     MONUMENTED       NOS
 AW6811  HISTORY     - 1982     MARK NOT FOUND   NOS
 AW6811  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 AW6811  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6811  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6811
 AW6811                          STATION DESCRIPTION
 AW6811
 AW6811'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6811'THE STATION IS LOCATED 5.4 MILES SOUTHWEST OF THE SOUTH SIDE OF
 AW6811'SAN LUIS PASS.
 AW6811'
 AW6811'TO REACH FROM THE SOUTH END OF THE SAN LUIS PASS BRIDGE GO
 AW6811'SOUTHWEST ON COUNTY ROAD 257 FOR 4.1 MILES TO A SAND ROAD LEFT
 AW6811'TURN LEFT AND GO SOUTH FOR 0.05 MILE TO BEACH, TURN RIGHT
 AW6811'AND GO SOUTHWEST ON BEACH FOR 0.15 MILE TO H 71 TX ON THE RIGHT,
 AW6811'CONTINUE SOUTHWEST ON THE BEACH FOR 1.1 MILE TO THE STATION ON
 AW6811'THE RIGHT, NORTH OF WOODEN SEAWALL.
 AW6811'
 AW6811'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 72 TX 1979---,
 AW6811'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN CONCRETE
 AW6811'AND PROJECTING 4 INCHES. IT IS 94 FEET SOUTHEAST OF POWER POLE
 AW6811'NUMBER S 691 SPC 135, 55 FEET SOUTH-SOUTHWEST OF THE SOUTH LEG
 AW6811'OF A RAISED PORCH ON A BEACH HOUSE, 27 FEET WEST-NORTHWEST OF
 AW6811'A WOODEN SEAWALL AND 2 FEET SOUTHEAST OF A WOODEN WITNESS POST
 AW6811'WITH SIGN ATTACHED.
 AW6811'
 AW6811'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AW6811
 AW6811                          STATION RECOVERY (1982)
 AW6811
 AW6811'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6811'STATION LOST TO BEACH EROSION.
 AW6811
 AW6811                          STATION RECOVERY (1996)
 AW6811
 AW6811'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6811'MARK NOT FOUND.
 AW6811
 AW6811                          STATION RECOVERY (2004)
 AW6811
 AW6811'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6811'MARK NOT FOUND.
 AW6811
 AW6811                          STATION RECOVERY (2005)
 AW6811
 AW6811'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0234 ***********************************************************************
 BO0234  DESIGNATION -  H 720
 BO0234  PID         -  BO0234
 BO0234  STATE/COUNTY-  TX/VAL VERDE
 BO0234  USGS QUAD   -  DIVIDE WELL DRAW (1970)
 BO0234
 BO0234                         *CURRENT SURVEY CONTROL
 BO0234  ___________________________________________________________________
 BO0234* NAD 83(1986)-  30 13 22.     (N)    101 27 22.     (W)     SCALED    
 BO0234* NAVD 88     -       572.184  (meters)    1877.24   (feet)  ADJUSTED  
 BO0234  ___________________________________________________________________
 BO0234  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 BO0234  DYNAMIC HT  -         571.333 (meters)    1874.45  (feet)  COMP
 BO0234  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 BO0234
 BO0234  VERT ORDER  -  SECOND    CLASS 0
 BO0234
 BO0234.The horizontal coordinates were scaled from a topographic map and have
 BO0234.an estimated accuracy of +/- 6 seconds.
 BO0234
 BO0234.The orthometric height was determined by differential leveling
 BO0234.and adjusted by the National Geodetic Survey in June 1991..
 BO0234
 BO0234.The geoid height was determined by GEOID03.
 BO0234
 BO0234.The dynamic height is computed by dividing the NAVD 88
 BO0234.geopotential number by the normal gravity value computed on the
 BO0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0234.degrees latitude (g = 980.6199 gals.).
 BO0234
 BO0234.The modeled gravity was interpolated from observed gravity values.
 BO0234
 BO0234;                    North         East    Units  Estimated Accuracy
 BO0234;SPC TXSC     - 4,267,310.      363,570.      MT  (+/- 180 meters Scaled)
 BO0234
 BO0234                          SUPERSEDED SURVEY CONTROL
 BO0234
 BO0234  NGVD 29 (??/??/92)  572.042  (m)         1876.77   (f) ADJ UNCH    2 0
 BO0234
 BO0234.Superseded values are not recommended for survey control.
 BO0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0234.See file dsdata.txt to determine how the superseded data were derived.
 BO0234
 BO0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU636460(NAD 83)
 BO0234_MARKER: DB = BENCH MARK DISK
 BO0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0234_STAMPING: H 720 1942
 BO0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0234+STABILITY: SURFACE MOTION
 BO0234
 BO0234  HISTORY     - Date     Condition        Report By
 BO0234  HISTORY     - 1942     MONUMENTED       CGS
 BO0234  HISTORY     - 19991229 GOOD             USPSQD
 BO0234
 BO0234                          STATION DESCRIPTION
 BO0234
 BO0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0234'7.4 MI E FROM PANDALE.
 BO0234'THIS MARK IS ABOUT 7.4 MILES EAST ALONG A DIRT ROAD TO JUNO FROM THE
 BO0234'SCHOOL HOUSE AT PANDALE, VAL VERDE COUNTY, SET AT A T JUNCTION OF A
 BO0234'FARM ROAD RUNNING NORTH, 71.0 FEET SOUTHEAST OF A MAIL BOX, 4.0 FEET
 BO0234'NORTHEAST OF A LIVE OAK TREE, 51.0 FEET EAST OF A TELEPHONE POLE, 24.0
 BO0234'FEET SOUTH OF THE CENTER LINE OF THE ROAD, NEAR A WHITE REFERENCE
 BO0234'POST.
 BO0234
 BO0234                          STATION RECOVERY (1999)
 BO0234
 BO0234'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0258 ***********************************************************************
 BO0258  DESIGNATION -  H 721
 BO0258  PID         -  BO0258
 BO0258  STATE/COUNTY-  TX/VAL VERDE
 BO0258  USGS QUAD   -  BEE CANYON (1970)
 BO0258
 BO0258                         *CURRENT SURVEY CONTROL
 BO0258  ___________________________________________________________________
 BO0258* NAD 83(1986)-  30 10 48.     (N)    101 14 22.     (W)     SCALED    
 BO0258* NAVD 88     -       552.380  (meters)    1812.27   (feet)  ADJUSTED  
 BO0258  ___________________________________________________________________
 BO0258  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 BO0258  DYNAMIC HT  -         551.559 (meters)    1809.57  (feet)  COMP
 BO0258  MODELED GRAV-     979,139.5   (mgal)                       NAVD 88
 BO0258
 BO0258  VERT ORDER  -  SECOND    CLASS 0
 BO0258
 BO0258.The horizontal coordinates were scaled from a topographic map and have
 BO0258.an estimated accuracy of +/- 6 seconds.
 BO0258
 BO0258.The orthometric height was determined by differential leveling
 BO0258.and adjusted by the National Geodetic Survey in June 1991..
 BO0258
 BO0258.The geoid height was determined by GEOID03.
 BO0258
 BO0258.The dynamic height is computed by dividing the NAVD 88
 BO0258.geopotential number by the normal gravity value computed on the
 BO0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0258.degrees latitude (g = 980.6199 gals.).
 BO0258
 BO0258.The modeled gravity was interpolated from observed gravity values.
 BO0258
 BO0258;                    North         East    Units  Estimated Accuracy
 BO0258;SPC TXSC     - 4,262,150.      384,340.      MT  (+/- 180 meters Scaled)
 BO0258
 BO0258                          SUPERSEDED SURVEY CONTROL
 BO0258
 BO0258  NGVD 29 (??/??/92)  552.241  (m)         1811.81   (f) ADJ UNCH    2 0
 BO0258
 BO0258.Superseded values are not recommended for survey control.
 BO0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0258.See file dsdata.txt to determine how the superseded data were derived.
 BO0258
 BO0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU843408(NAD 83)
 BO0258_MARKER: DB = BENCH MARK DISK
 BO0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0258_STAMPING: H 721 1942
 BO0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0258+STABILITY: SURFACE MOTION
 BO0258
 BO0258  HISTORY     - Date     Condition        Report By
 BO0258  HISTORY     - 1942     MONUMENTED       CGS
 BO0258  HISTORY     - 1971     MARK NOT FOUND   NGS
 BO0258
 BO0258                          STATION DESCRIPTION
 BO0258
 BO0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0258'10.45 MI W FROM JUNO.
 BO0258'THIS MARK IS ABOUT 10.45 MILES ALONG A DIRT ROAD TO PANDALE FROM THE
 BO0258'POST OFFICE AT JUNO, VAL VERDE COUNTY, 17.3 FEET SOUTH OF THE SOUTH
 BO0258'END OF A CATTLE GUARD, 52.0 FEET EAST OF THE CENER LINE OF A ROAD
 BO0258'LEADING TO A RANCH, 1.0 FOOT WEST OF A FENCE RUNNING NORTH-SOUTH, 30.0
 BO0258'FEET SOUTH OF THE CENTER LINE OF THE ROAD, NEAR A WHITE REFERENCE
 BO0258'POST.
 BO0258
 BO0258                          STATION RECOVERY (1971)
 BO0258
 BO0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0078 ***********************************************************************
 BO0078  DESIGNATION -  H 722
 BO0078  PID         -  BO0078
 BO0078  STATE/COUNTY-  TX/VAL VERDE
 BO0078  USGS QUAD   -  WHITE DRAW NW (1973)
 BO0078
 BO0078                         *CURRENT SURVEY CONTROL
 BO0078  ___________________________________________________________________
 BO0078* NAD 83(1986)-  30 07 32.     (N)    100 58 43.     (W)     SCALED    
 BO0078* NAVD 88     -       626.775  (meters)    2056.34   (feet)  ADJUSTED  
 BO0078  ___________________________________________________________________
 BO0078  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 BO0078  DYNAMIC HT  -         625.853 (meters)    2053.32  (feet)  COMP
 BO0078  MODELED GRAV-     979,151.1   (mgal)                       NAVD 88
 BO0078
 BO0078  VERT ORDER  -  SECOND    CLASS 0
 BO0078
 BO0078.The horizontal coordinates were scaled from a topographic map and have
 BO0078.an estimated accuracy of +/- 6 seconds.
 BO0078
 BO0078.The orthometric height was determined by differential leveling
 BO0078.and adjusted by the National Geodetic Survey in June 1991..
 BO0078
 BO0078.The geoid height was determined by GEOID03.
 BO0078
 BO0078.The dynamic height is computed by dividing the NAVD 88
 BO0078.geopotential number by the normal gravity value computed on the
 BO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0078.degrees latitude (g = 980.6199 gals.).
 BO0078
 BO0078.The modeled gravity was interpolated from observed gravity values.
 BO0078
 BO0078;                    North         East    Units  Estimated Accuracy
 BO0078;SPC TXSC     - 4,255,660.      409,350.      MT  (+/- 180 meters Scaled)
 BO0078
 BO0078                          SUPERSEDED SURVEY CONTROL
 BO0078
 BO0078  NGVD 29 (??/??/92)  626.646  (m)         2055.92   (f) ADJ UNCH    2 0
 BO0078
 BO0078.Superseded values are not recommended for survey control.
 BO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0078.See file dsdata.txt to determine how the superseded data were derived.
 BO0078
 BO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU093343(NAD 83)
 BO0078_MARKER: DB = BENCH MARK DISK
 BO0078_SETTING: 66 = SET IN ROCK OUTCROP
 BO0078_SP_SET: ROCK
 BO0078_STAMPING: H 722 1942
 BO0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0078+STABILITY: POSITION/ELEVATION WELL
 BO0078
 BO0078  HISTORY     - Date     Condition        Report By
 BO0078  HISTORY     - 1942     MONUMENTED       CGS
 BO0078
 BO0078                          STATION DESCRIPTION
 BO0078
 BO0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0078'14.0 MI NE FROM JUNO.
 BO0078'THIS MARK IS ABOUT 8.0 MILES NORTHEAST ALONG THE ROAD TO SONORA AND
 BO0078'ABOUT 6.0 MILES EAST ALONG A ROAD TO LOMA ALTA FROM THE POST OFFICE AT
 BO0078'JUNO, VAL VERDE COUNTY, 0.4 MILE EAST OF A GATE AND A WELL, 65.0 FEET
 BO0078'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 33.0 FEET NORTHEAST OF A
 BO0078'FENCE RUNNING NORTHWEST-SOUTHEAST, SET IN THE CENTER OF A LARGE
 BO0078'LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0329 ***********************************************************************
 BO0329  DESIGNATION -  H 725
 BO0329  PID         -  BO0329
 BO0329  STATE/COUNTY-  TX/TERRELL
 BO0329  USGS QUAD   -  GEDDIS CANYON WEST (1980)
 BO0329
 BO0329                         *CURRENT SURVEY CONTROL
 BO0329  ___________________________________________________________________
 BO0329* NAD 83(1986)-  30 18 11.     (N)    101 57 57.     (W)     SCALED    
 BO0329* NAVD 88     -       693.731  (meters)    2276.02   (feet)  ADJUSTED  
 BO0329  ___________________________________________________________________
 BO0329  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 BO0329  DYNAMIC HT  -         692.688 (meters)    2272.59  (feet)  COMP
 BO0329  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 BO0329
 BO0329  VERT ORDER  -  SECOND    CLASS 0
 BO0329
 BO0329.The horizontal coordinates were scaled from a topographic map and have
 BO0329.an estimated accuracy of +/- 6 seconds.
 BO0329
 BO0329.The orthometric height was determined by differential leveling
 BO0329.and adjusted by the National Geodetic Survey in June 1991..
 BO0329
 BO0329.The geoid height was determined by GEOID03.
 BO0329
 BO0329.The dynamic height is computed by dividing the NAVD 88
 BO0329.geopotential number by the normal gravity value computed on the
 BO0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0329.degrees latitude (g = 980.6199 gals.).
 BO0329
 BO0329.The modeled gravity was interpolated from observed gravity values.
 BO0329
 BO0329;                    North         East    Units  Estimated Accuracy
 BO0329;SPC TXSC     - 4,277,340.      314,740.      MT  (+/- 180 meters Scaled)
 BO0329
 BO0329                          SUPERSEDED SURVEY CONTROL
 BO0329
 BO0329  NGVD 29 (??/??/92)  693.507  (m)         2275.28   (f) ADJ UNCH    2 0
 BO0329
 BO0329.Superseded values are not recommended for survey control.
 BO0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0329.See file dsdata.txt to determine how the superseded data were derived.
 BO0329
 BO0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU147560(NAD 83)
 BO0329_MARKER: DB = BENCH MARK DISK
 BO0329_SETTING: 66 = SET IN ROCK OUTCROP
 BO0329_SP_SET: LEDGE
 BO0329_STAMPING: H 725 1942
 BO0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0329+STABILITY: POSITION/ELEVATION WELL
 BO0329
 BO0329  HISTORY     - Date     Condition        Report By
 BO0329  HISTORY     - 1942     MONUMENTED       CGS
 BO0329  HISTORY     - 1958     GOOD             NGS
 BO0329
 BO0329                          STATION DESCRIPTION
 BO0329
 BO0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0329'21.05 MI N FROM DRYDEN.
 BO0329'ABOUT 16.55 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BO0329'ORLEANS RAILROAD STATION AT DRYDEN TO A CONCRETE WATER CROSSING,
 BO0329'THENCE 0.3 MILE NORTHWEST ALONG A TRAIL ROAD, THENCE 4.2 MILES
 BO0329'NORTHEAST ALONG THE OLD HIGHWAY, IN THE TOP OF A ROCK LEDGE, 36 FEET
 BO0329'SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT 0.5 MILE
 BO0329'SOUTHWEST OF A FENCE ACROSS THE HIGHWAY, ABOUT 0.25 MILE NORTHEAST OF
 BO0329'THE JUNCTION OF THE PROSSER RANCH ROAD LEADING EAST TO THE NEW
 BO0329'HIGHWAY, ABOUT 65 YARDS SOUTHEAST OF THE CENTER LINE OF A GRAVELED
 BO0329'WASH, AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0384 ***********************************************************************
 CC0384  DESIGNATION -  H 726
 CC0384  PID         -  CC0384
 CC0384  STATE/COUNTY-  TX/REEVES
 CC0384  USGS QUAD   -  TOYAH (1970)
 CC0384
 CC0384                         *CURRENT SURVEY CONTROL
 CC0384  ___________________________________________________________________
 CC0384* NAD 83(1986)-  31 18 50.     (N)    103 48 25.     (W)     SCALED    
 CC0384* NAVD 88     -       892.980  (meters)    2929.72   (feet)  ADJUSTED  
 CC0384  ___________________________________________________________________
 CC0384  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CC0384  DYNAMIC HT  -         891.661 (meters)    2925.39  (feet)  COMP
 CC0384  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 CC0384
 CC0384  VERT ORDER  -  SECOND    CLASS 0
 CC0384
 CC0384.The horizontal coordinates were scaled from a topographic map and have
 CC0384.an estimated accuracy of +/- 6 seconds.
 CC0384
 CC0384.The orthometric height was determined by differential leveling
 CC0384.and adjusted by the National Geodetic Survey in June 1991..
 CC0384
 CC0384.The geoid height was determined by GEOID03.
 CC0384
 CC0384.The dynamic height is computed by dividing the NAVD 88
 CC0384.geopotential number by the normal gravity value computed on the
 CC0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0384.degrees latitude (g = 980.6199 gals.).
 CC0384
 CC0384.The modeled gravity was interpolated from observed gravity values.
 CC0384
 CC0384;                    North         East    Units  Estimated Accuracy
 CC0384;SPC TX C     - 3,187,770.      369,440.      MT  (+/- 180 meters Scaled)
 CC0384
 CC0384                          SUPERSEDED SURVEY CONTROL
 CC0384
 CC0384  NGVD 29 (??/??/92)  892.624  (m)         2928.55   (f) ADJ UNCH    2 0
 CC0384
 CC0384.Superseded values are not recommended for survey control.
 CC0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0384.See file dsdata.txt to determine how the superseded data were derived.
 CC0384
 CC0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ135650(NAD 83)
 CC0384_MARKER: DB = BENCH MARK DISK
 CC0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0384_STAMPING: H 726 1942
 CC0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0384+STABILITY: SURFACE MOTION
 CC0384
 CC0384  HISTORY     - Date     Condition        Report By
 CC0384  HISTORY     - 1942     MONUMENTED       CGS
 CC0384  HISTORY     - 1958     GOOD             NGS
 CC0384
 CC0384                          STATION DESCRIPTION
 CC0384
 CC0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0384'1.15 MI NW FROM TOYAH.
 CC0384'ABOUT 1.15 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0384'PACIFIC RAILWAY COMPANY STATION AT TOYAH, 21 FEET NORTH OF THE CENTER
 CC0384'LINE OF THE ROAD, 13 FEET NORTH OF THE NORTH END OF A CATTLE GUARD, 4
 CC0384'FEET SOUTH OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 CC0384'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CC0384'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0051 ***********************************************************************
 CD0051  DESIGNATION -  H 727
 CD0051  PID         -  CD0051
 CD0051  STATE/COUNTY-  TX/CULBERSON
 CD0051  USGS QUAD   -  DRY LAKE (1973)
 CD0051
 CD0051                         *CURRENT SURVEY CONTROL
 CD0051  ___________________________________________________________________
 CD0051* NAD 83(1986)-  31 32 08.     (N)    104 04 44.     (W)     SCALED    
 CD0051* NAVD 88     -      1015.068  (meters)    3330.27   (feet)  ADJUSTED  
 CD0051  ___________________________________________________________________
 CD0051  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CD0051  DYNAMIC HT  -        1013.541 (meters)    3325.26  (feet)  COMP
 CD0051  MODELED GRAV-     979,101.5   (mgal)                       NAVD 88
 CD0051
 CD0051  VERT ORDER  -  SECOND    CLASS 0
 CD0051
 CD0051.The horizontal coordinates were scaled from a topographic map and have
 CD0051.an estimated accuracy of +/- 6 seconds.
 CD0051
 CD0051.The orthometric height was determined by differential leveling
 CD0051.and adjusted by the National Geodetic Survey in June 1991..
 CD0051
 CD0051.The geoid height was determined by GEOID03.
 CD0051
 CD0051.The dynamic height is computed by dividing the NAVD 88
 CD0051.geopotential number by the normal gravity value computed on the
 CD0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0051.degrees latitude (g = 980.6199 gals.).
 CD0051
 CD0051.The modeled gravity was interpolated from observed gravity values.
 CD0051
 CD0051;                    North         East    Units  Estimated Accuracy
 CD0051;SPC TX C     - 3,213,170.      344,390.      MT  (+/- 180 meters Scaled)
 CD0051
 CD0051                          SUPERSEDED SURVEY CONTROL
 CD0051
 CD0051  NGVD 29 (??/??/92) 1014.638  (m)         3328.86   (f) ADJ UNCH    2 0
 CD0051
 CD0051.Superseded values are not recommended for survey control.
 CD0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0051.See file dsdata.txt to determine how the superseded data were derived.
 CD0051
 CD0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ874893(NAD 83)
 CD0051_MARKER: DB = BENCH MARK DISK
 CD0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0051_STAMPING: H 727 1942
 CD0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0051+STABILITY: SURFACE MOTION
 CD0051
 CD0051  HISTORY     - Date     Condition        Report By
 CD0051  HISTORY     - 1942     MONUMENTED       CGS
 CD0051  HISTORY     - 1958     GOOD             NGS
 CD0051
 CD0051                          STATION DESCRIPTION
 CD0051
 CD0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0051'25.15 MI NW FROM TOYAH.
 CD0051'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0051'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 16.2 MILES
 CD0051'NORTHWEST ALONG A GRADED DIRT ROAD.  39 FEET NORTH OF THE CENTER LINE
 CD0051'OF THE ROAD, ABOUT 0.2 MILE WEST OF THE WEST END OF AN S CURVE, 1 1/2
 CD0051'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 CD0051'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0170 ***********************************************************************
 CD0170  DESIGNATION -  H 728
 CD0170  PID         -  CD0170
 CD0170  STATE/COUNTY-  TX/CULBERSON
 CD0170  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0170
 CD0170                         *CURRENT SURVEY CONTROL
 CD0170  ___________________________________________________________________
 CD0170* NAD 83(1986)-  31 29 28.     (N)    104 24 50.     (W)     SCALED    
 CD0170* NAVD 88     -      1224.397  (meters)    4017.04   (feet)  ADJUSTED  
 CD0170  ___________________________________________________________________
 CD0170  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 CD0170  DYNAMIC HT  -        1222.516 (meters)    4010.87  (feet)  COMP
 CD0170  MODELED GRAV-     979,061.7   (mgal)                       NAVD 88
 CD0170
 CD0170  VERT ORDER  -  SECOND    CLASS 0
 CD0170
 CD0170.The horizontal coordinates were scaled from a topographic map and have
 CD0170.an estimated accuracy of +/- 6 seconds.
 CD0170
 CD0170.The orthometric height was determined by differential leveling
 CD0170.and adjusted by the National Geodetic Survey in June 1991..
 CD0170
 CD0170.The geoid height was determined by GEOID03.
 CD0170
 CD0170.The dynamic height is computed by dividing the NAVD 88
 CD0170.geopotential number by the normal gravity value computed on the
 CD0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0170.degrees latitude (g = 980.6199 gals.).
 CD0170
 CD0170.The modeled gravity was interpolated from observed gravity values.
 CD0170
 CD0170;                    North         East    Units  Estimated Accuracy
 CD0170;SPC TX C     - 3,209,360.      312,420.      MT  (+/- 180 meters Scaled)
 CD0170
 CD0170                          SUPERSEDED SURVEY CONTROL
 CD0170
 CD0170  NGVD 29 (??/??/92) 1223.900  (m)         4015.41   (f) ADJ UNCH    2 0
 CD0170
 CD0170.Superseded values are not recommended for survey control.
 CD0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0170.See file dsdata.txt to determine how the superseded data were derived.
 CD0170
 CD0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ556841(NAD 83)
 CD0170_MARKER: DB = BENCH MARK DISK
 CD0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0170_STAMPING: H 728 1942
 CD0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0170+STABILITY: SURFACE MOTION
 CD0170
 CD0170  HISTORY     - Date     Condition        Report By
 CD0170  HISTORY     - 1942     MONUMENTED       CGS
 CD0170  HISTORY     - 1958     GOOD             NGS
 CD0170
 CD0170                          STATION DESCRIPTION
 CD0170
 CD0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0170'49.35 MI NW FROM TOYAH.
 CD0170'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0170'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 40.4 MILES
 CD0170'NORTHWEST ALONG A GRADED ROAD.  26 FEET WEST-NORTHWEST OF THE CENTER
 CD0170'LINE OF THE ROAD, ABOUT 0.45 MILE NORTH OF A CATTLE GUARD, ABOUT 0.3
 CD0170'MILE SOUTH OF THE CREST OF A HILL, 1 1/2 FEET SOUTH-SOUTHWEST OF A
 CD0170'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 CD0170'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0055 ***********************************************************************
 BQ0055  DESIGNATION -  H 729
 BQ0055  PID         -  BQ0055
 BQ0055  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0055  USGS QUAD   -  BORACHO PEAK (1978)
 BQ0055
 BQ0055                         *CURRENT SURVEY CONTROL
 BQ0055  ___________________________________________________________________
 BQ0055* NAD 83(1986)-  30 54 11.     (N)    104 25 40.     (W)     SCALED    
 BQ0055* NAVD 88     -      1330.030  (meters)    4363.61   (feet)  ADJUSTED  
 BQ0055  ___________________________________________________________________
 BQ0055  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 BQ0055  DYNAMIC HT  -        1327.914 (meters)    4356.66  (feet)  COMP
 BQ0055  MODELED GRAV-     979,003.3   (mgal)                       NAVD 88
 BQ0055
 BQ0055  VERT ORDER  -  SECOND    CLASS 0
 BQ0055
 BQ0055.The horizontal coordinates were scaled from a topographic map and have
 BQ0055.an estimated accuracy of +/- 6 seconds.
 BQ0055
 BQ0055.The orthometric height was determined by differential leveling
 BQ0055.and adjusted by the National Geodetic Survey in June 1991..
 BQ0055
 BQ0055.The geoid height was determined by GEOID03.
 BQ0055
 BQ0055.The dynamic height is computed by dividing the NAVD 88
 BQ0055.geopotential number by the normal gravity value computed on the
 BQ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0055.degrees latitude (g = 980.6199 gals.).
 BQ0055
 BQ0055.The modeled gravity was interpolated from observed gravity values.
 BQ0055
 BQ0055;                    North         East    Units  Estimated Accuracy
 BQ0055;SPC TX C     - 3,144,260.      308,700.      MT  (+/- 180 meters Scaled)
 BQ0055
 BQ0055                          SUPERSEDED SURVEY CONTROL
 BQ0055
 BQ0055  NGVD 29 (??/??/92) 1329.488  (m)         4361.83   (f) ADJ UNCH    2 0
 BQ0055
 BQ0055.Superseded values are not recommended for survey control.
 BQ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0055.See file dsdata.txt to determine how the superseded data were derived.
 BQ0055
 BQ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ546189(NAD 83)
 BQ0055_MARKER: DB = BENCH MARK DISK
 BQ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0055_STAMPING: H 729 1942
 BQ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0055+STABILITY: SURFACE MOTION
 BQ0055
 BQ0055  HISTORY     - Date     Condition        Report By
 BQ0055  HISTORY     - 1942     MONUMENTED       CGS
 BQ0055  HISTORY     - 1966     GOOD             NGS
 BQ0055
 BQ0055                          STATION DESCRIPTION
 BQ0055
 BQ0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BQ0055'12.8 MI S FROM BORACHO.
 BQ0055'ABOUT 0.35 MILES SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0055'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 12.45 MILES
 BQ0055'SOUTH ALONG A VERY POOR DIRT ROAD.  19 FEET SOUTHEAST OF THE
 BQ0055'CENTERLINE OF THE ROAD, 0.6 MILES SOUTH OF 2 WINDMILLS WITH ADJACENT
 BQ0055'STOCK PENS, 0.1 MILES SOUTHEAST OF A GRADED DIRT ROAD, 19 FEET
 BQ0055'SOUTHEAST OF THE CENTER OF A WIRE GATE, 1 1/2 FEET SOUTHWEST OF A
 BQ0055'FENCE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BQ0055'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BQ0055'INCHES.  NOTE-- THIS MARK IS IN JEFF DAVIS COUNTY, NOT CULBERSON
 BQ0055'COUNTY AS WAS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0018 ***********************************************************************
 AZ0018  DESIGNATION -  H 73
 AZ0018  PID         -  AZ0018
 AZ0018  STATE/COUNTY-  TX/EDWARDS
 AZ0018  USGS QUAD   -  HACKBERRY (1971)
 AZ0018
 AZ0018                         *CURRENT SURVEY CONTROL
 AZ0018  ___________________________________________________________________
 AZ0018* NAD 83(1986)-  29 54 29.     (N)    100 06 56.     (W)     SCALED    
 AZ0018* NAVD 88     -       629.965  (meters)    2066.81   (feet)  ADJUSTED  
 AZ0018  ___________________________________________________________________
 AZ0018  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 AZ0018  DYNAMIC HT  -         629.031 (meters)    2063.75  (feet)  COMP
 AZ0018  MODELED GRAV-     979,140.4   (mgal)                       NAVD 88
 AZ0018
 AZ0018  VERT ORDER  -  SECOND    CLASS 0
 AZ0018
 AZ0018.The horizontal coordinates were scaled from a topographic map and have
 AZ0018.an estimated accuracy of +/- 6 seconds.
 AZ0018
 AZ0018.The orthometric height was determined by differential leveling
 AZ0018.and adjusted by the National Geodetic Survey in June 1991..
 AZ0018
 AZ0018.The geoid height was determined by GEOID03.
 AZ0018
 AZ0018.The dynamic height is computed by dividing the NAVD 88
 AZ0018.geopotential number by the normal gravity value computed on the
 AZ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0018.degrees latitude (g = 980.6199 gals.).
 AZ0018
 AZ0018.The modeled gravity was interpolated from observed gravity values.
 AZ0018
 AZ0018;                    North         East    Units  Estimated Accuracy
 AZ0018;SPC TXSC     - 4,230,450.      492,280.      MT  (+/- 180 meters Scaled)
 AZ0018
 AZ0018                          SUPERSEDED SURVEY CONTROL
 AZ0018
 AZ0018  NGVD 29 (??/??/92)  629.898  (m)         2066.59   (f) ADJ UNCH    2 0
 AZ0018
 AZ0018.Superseded values are not recommended for survey control.
 AZ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0018.See file dsdata.txt to determine how the superseded data were derived.
 AZ0018
 AZ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU923091(NAD 83)
 AZ0018_MARKER: DD = SURVEY DISK
 AZ0018_SETTING: 80 = SET IN A BOULDER
 AZ0018_SP_SET: BOULDER
 AZ0018_STAMPING: H 73 1923
 AZ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0018+STABILITY: SURFACE MOTION
 AZ0018
 AZ0018  HISTORY     - Date     Condition        Report By
 AZ0018  HISTORY     - 1923     MONUMENTED       USGS
 AZ0018  HISTORY     - 1940     GOOD             NGS
 AZ0018
 AZ0018                          STATION DESCRIPTION
 AZ0018
 AZ0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0018'10.3 MI SE FROM ROCKSPRINGS.
 AZ0018'10.3 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0018'AT ROCKSPRINGS, EDWARDS COUNTY, 200 FEET WEST OF THE CROSSING OVER A
 AZ0018'CREEK, 63 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A
 AZ0018'PROMINENT BOULDER, AND 4 FEET ABOVE GROUND. A UNITED STATES GEOLOGICAL
 AZ0018'SURVEY STANDARD DISK, STAMPED H 73 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0469 ***********************************************************************
 CT0469  DESIGNATION -  H 73
 CT0469  PID         -  CT0469
 CT0469  STATE/COUNTY-  TX/TAYLOR
 CT0469  USGS QUAD   -  ABILENE EAST (1987)
 CT0469
 CT0469                         *CURRENT SURVEY CONTROL
 CT0469  ___________________________________________________________________
 CT0469* NAD 83(1986)-  32 25 24.     (N)    099 44 01.     (W)     SCALED    
 CT0469* NAVD 88     -       523.402  (meters)    1717.19   (feet)  ADJUSTED  
 CT0469  ___________________________________________________________________
 CT0469  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CT0469  DYNAMIC HT  -         522.723 (meters)    1714.97  (feet)  COMP
 CT0469  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 CT0469
 CT0469  VERT ORDER  -  FIRST     CLASS II
 CT0469
 CT0469.The horizontal coordinates were scaled from a topographic map and have
 CT0469.an estimated accuracy of +/- 6 seconds.
 CT0469
 CT0469.The orthometric height was determined by differential leveling
 CT0469.and adjusted by the National Geodetic Survey in June 1991..
 CT0469
 CT0469.The geoid height was determined by GEOID03.
 CT0469
 CT0469.The dynamic height is computed by dividing the NAVD 88
 CT0469.geopotential number by the normal gravity value computed on the
 CT0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0469.degrees latitude (g = 980.6199 gals.).
 CT0469
 CT0469.The modeled gravity was interpolated from observed gravity values.
 CT0469
 CT0469;                    North         East    Units  Estimated Accuracy
 CT0469;SPC TXNC     - 2,084,590.      483,980.      MT  (+/- 180 meters Scaled)
 CT0469
 CT0469                          SUPERSEDED SURVEY CONTROL
 CT0469
 CT0469  NGVD 29 (??/??/92)  523.229  (m)         1716.63   (f) ADJ UNCH    1 2
 CT0469
 CT0469.Superseded values are not recommended for survey control.
 CT0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0469.See file dsdata.txt to determine how the superseded data were derived.
 CT0469
 CT0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA310875(NAD 83)
 CT0469_MARKER: DB = BENCH MARK DISK
 CT0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0469_STAMPING: 1716.627 H 73 1931
 CT0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0469+STABILITY: SURFACE MOTION
 CT0469
 CT0469  HISTORY     - Date     Condition        Report By
 CT0469  HISTORY     - 1931     MONUMENTED       CGS
 CT0469  HISTORY     - 1958     MARK NOT FOUND   NGS
 CT0469  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT0469  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0469
 CT0469                          STATION DESCRIPTION
 CT0469
 CT0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0469'2.0 MI S FROM ABILENE.
 CT0469'2.0 MILES SOUTH ALONG THE ABILENE AND SOUTHERN RAILWAY FROM ABILENE,
 CT0469'TAYLOR COUNTY, 1.7 MILES SOUTH OF THE CROSSING OF THE TEXAS AND
 CT0469'PACIFIC RAILWAY, AT MILEPOST 52, 135 FEET SOUTH OF THE CENTERLINE OF A
 CT0469'CROSSROAD LEADING TO THE CITY WATER-FILTRATION PLANT, 50 FEET EAST OF
 CT0469'THE TRACK, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 CT0469'DISK, STAMPED 1716.627 H 73 1931 AND SET IN THE TOP OF A CONCRETE
 CT0469'POST.  NOTE-- THE STREETS HAVE EVIDENTLY BEEN CHANGED IN THE AREA AND
 CT0469'IT WAS DIFFICULT TO TELL EXACTLY WHERE TO SEARCH FOR THE MARK.
 CT0469
 CT0469                          STATION RECOVERY (1982)
 CT0469
 CT0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0469'MARK NOT FOUND.
 CT0469
 CT0469                          STATION RECOVERY (2001)
 CT0469
 CT0469'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6815 ***********************************************************************
 AW6815  DESIGNATION -  H 73 TX
 AW6815  PID         -  AW6815
 AW6815  STATE/COUNTY-  TX/BRAZORIA
 AW6815  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6815
 AW6815                         *CURRENT SURVEY CONTROL
 AW6815  ___________________________________________________________________
 AW6815* NAD 83(1993)-  29 00 43.09610(N)    095 12 30.48119(W)     ADJUSTED  
 AW6815* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 AW6815  ___________________________________________________________________
 AW6815  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AW6815  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AW6815
 AW6815  HORZ ORDER  -  THIRD
 AW6815
 AW6815.The horizontal coordinates were established by classical geodetic methods
 AW6815.and adjusted by the National Geodetic Survey in February 1996..
 AW6815
 AW6815.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6815
 AW6815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6815
 AW6815.The geoid height was determined by GEOID03.
 AW6815
 AW6815;                    North         East     Units Scale Factor Converg.
 AW6815;SPC TXSC     - 4,136,611.620   969,290.873   MT  0.99987902   +1 51 27.1
 AW6815;SPC TXSC     -13,571,533.29  3,180,081.81   sFT  0.99987902   +1 51 27.1
 AW6815;UTM  15      - 3,211,323.174   284,891.840   MT  1.00017103   -1 04 17.4
 AW6815
 AW6815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6815!SPC TXSC     -   1.00000382  x   0.99987902  =   0.99988284
 AW6815!UTM  15      -   1.00000382  x   1.00017103  =   1.00017485
 AW6815
 AW6815:                Primary Azimuth Mark                     Grid Az
 AW6815:SPC TXSC     -  SL 10 USE                                046 30 15.8
 AW6815:UTM  15      -  SL 10 USE                                049 26 00.3
 AW6815
 AW6815|---------------------------------------------------------------------|
 AW6815| PID    Reference Object                     Distance      Geod. Az  |
 AW6815|                                                           dddmmss.s |
 AW6815| AW6805 SL 10 USE                           APPROX. 1.1 KM 0482142.9 |
 AW6815| AW6813 WILL 1933 RM 2                       25.490 METERS 27322     |
 AW6815|---------------------------------------------------------------------|
 AW6815
 AW6815                          SUPERSEDED SURVEY CONTROL
 AW6815
 AW6815  NAD 83(1986)-  29 00 43.10558(N)    095 12 30.46142(W) AD(       ) 3
 AW6815  NAD 27      -  29 00 42.22435(N)    095 12 29.70456(W) AD(       ) 3
 AW6815  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG       
 AW6815
 AW6815.Superseded values are not recommended for survey control.
 AW6815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6815.See file dsdata.txt to determine how the superseded data were derived.
 AW6815
 AW6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8489211323(NAD 83)
 AW6815_MARKER: DD = SURVEY DISK
 AW6815_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6815_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6815+STABILITY: SURFACE MOTION
 AW6815
 AW6815  HISTORY     - Date     Condition        Report By
 AW6815  HISTORY     - 1979     MONUMENTED       NOS
 AW6815  HISTORY     - 1982     MARK NOT FOUND   NOS
 AW6815  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 AW6815  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6815  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6815
 AW6815                          STATION DESCRIPTION
 AW6815
 AW6815'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6815'THE STATION IS LOCATED 6.9 MILES SOUTHWEST OF THE SOUTH SIDE OF
 AW6815'SAN LUIS PASS.
 AW6815'
 AW6815'TO REACH FROM THE SOUTH END OF THE SAN LUIS PASS BRIDGE GO
 AW6815'SOUTHWEST ON COUNTY ROAD 257 FOR 5.3 MILES TO A SHELL ROAD RIGHT
 AW6815'AND STATION PUGH ON THE RIGHT, CONTINUE SOUTHWEST ON COUNTY ROAD
 AW6815'257 FOR 1.6 MILES TO THE STATION ON THE LEFT, ABOUT 200 FEET.
 AW6815'
 AW6815'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 73 TX 1979---,
 AW6815'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN CONCRETE
 AW6815'AND PROJECTING 4 INCHES. IT IS 60 FEET NORTHWEST OF THE HIGH WATER
 AW6815'LINE, 81 FEET WEST OF A METAL WITNESS POST AT WILL RM 2 AND 4 FEET
 AW6815'SOUTHEAST OF A WOODEN WITNESS POST WITH SIGN ATTACHED. NOTE
 AW6815'STATION WILL 1936 WAS SEARCHED FOR BUT NOT FOUND.
 AW6815'
 AW6815'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS
 AW6815
 AW6815                          STATION RECOVERY (1982)
 AW6815
 AW6815'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6815'STATION LOST TO BEACH EROSION.
 AW6815
 AW6815                          STATION RECOVERY (1996)
 AW6815
 AW6815'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6815'MARK NOT FOUND.
 AW6815
 AW6815                          STATION RECOVERY (2004)
 AW6815
 AW6815'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6815'GO TO N 29 01 04.5  W 095 12 03.8
 AW6815
 AW6815                          STATION RECOVERY (2005)
 AW6815
 AW6815'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0031 ***********************************************************************
 BQ0031  DESIGNATION -  H 730
 BQ0031  PID         -  BQ0031
 BQ0031  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0031  USGS QUAD   -  HORSESHOE BUTTE (1978)
 BQ0031
 BQ0031                         *CURRENT SURVEY CONTROL
 BQ0031  ___________________________________________________________________
 BQ0031* NAD 83(1986)-  30 38 02.     (N)    104 28 09.     (W)     SCALED    
 BQ0031* NAVD 88     -      1373.845  (meters)    4507.36   (feet)  ADJUSTED  
 BQ0031  ___________________________________________________________________
 BQ0031  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 BQ0031  DYNAMIC HT  -        1371.586 (meters)    4499.95  (feet)  COMP
 BQ0031  MODELED GRAV-     978,949.3   (mgal)                       NAVD 88
 BQ0031
 BQ0031  VERT ORDER  -  SECOND    CLASS 0
 BQ0031
 BQ0031.The horizontal coordinates were scaled from a topographic map and have
 BQ0031.an estimated accuracy of +/- 6 seconds.
 BQ0031
 BQ0031.The orthometric height was determined by differential leveling
 BQ0031.and adjusted by the National Geodetic Survey in June 1991..
 BQ0031
 BQ0031.The geoid height was determined by GEOID03.
 BQ0031
 BQ0031.The dynamic height is computed by dividing the NAVD 88
 BQ0031.geopotential number by the normal gravity value computed on the
 BQ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0031.degrees latitude (g = 980.6199 gals.).
 BQ0031
 BQ0031.The modeled gravity was interpolated from observed gravity values.
 BQ0031
 BQ0031;                    North         East    Units  Estimated Accuracy
 BQ0031;SPC TX C     - 3,114,590.      303,640.      MT  (+/- 180 meters Scaled)
 BQ0031
 BQ0031                          SUPERSEDED SURVEY CONTROL
 BQ0031
 BQ0031  NGVD 29 (??/??/92) 1373.260  (m)         4505.44   (f) ADJ UNCH    2 0
 BQ0031
 BQ0031.Superseded values are not recommended for survey control.
 BQ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0031.See file dsdata.txt to determine how the superseded data were derived.
 BQ0031
 BQ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP508891(NAD 83)
 BQ0031_MARKER: DB = BENCH MARK DISK
 BQ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0031_STAMPING: H 730 1942
 BQ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0031+STABILITY: SURFACE MOTION
 BQ0031
 BQ0031  HISTORY     - Date     Condition        Report By
 BQ0031  HISTORY     - 1942     MONUMENTED       CGS
 BQ0031  HISTORY     - 1958     GOOD             NGS
 BQ0031
 BQ0031                          STATION DESCRIPTION
 BQ0031
 BQ0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0031'3.85 MI N FROM VALENTINE.
 BQ0031'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0031'THE STATION AT VALENTINE, THENCE 3.65 MILES NORTH ALONG A DIRT ROAD.
 BQ0031'31 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.8 MILE
 BQ0031'SOUTH-SOUTHWEST OF THE Y 6 RANCH HOUSE, ABOUT 0.2 MILE SOUTH-SOUTHWEST
 BQ0031'OF A CATTLE GUARD, 114 FEET NORTH-NORTHWEST OF A POWER POLE, 1 1/2
 BQ0031'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 BQ0031'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 BQ0031'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0180 ***********************************************************************
 BQ0180  DESIGNATION -  H 731
 BQ0180  PID         -  BQ0180
 BQ0180  STATE/COUNTY-  TX/PRESIDIO
 BQ0180  USGS QUAD   -  CAPOTE PEAK (1978)
 BQ0180
 BQ0180                         *CURRENT SURVEY CONTROL
 BQ0180  ___________________________________________________________________
 BQ0180* NAD 83(1986)-  30 18 25.     (N)    104 33 13.     (W)     SCALED    
 BQ0180* NAVD 88     -      1467.196  (meters)    4813.63   (feet)  POSTED    
 BQ0180  ___________________________________________________________________
 BQ0180  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 BQ0180  DYNAMIC HT  -        1464.750 (meters)    4805.60  (feet)  COMP
 BQ0180  MODELED GRAV-     978,921.0   (mgal)                       NAVD 88
 BQ0180
 BQ0180  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0180
 BQ0180.The horizontal coordinates were scaled from a topographic map and have
 BQ0180.an estimated accuracy of +/- 6 seconds.
 BQ0180
 BQ0180.The orthometric height was determined by differential leveling
 BQ0180.and adjusted by the National Geodetic Survey in 1992..
 BQ0180.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0180.rate of 1.1 thru 2.0 mm/km.
 BQ0180
 BQ0180.The geoid height was determined by GEOID03.
 BQ0180
 BQ0180.The dynamic height is computed by dividing the NAVD 88
 BQ0180.geopotential number by the normal gravity value computed on the
 BQ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0180.degrees latitude (g = 980.6199 gals.).
 BQ0180
 BQ0180.The modeled gravity was interpolated from observed gravity values.
 BQ0180
 BQ0180;                    North         East    Units  Estimated Accuracy
 BQ0180;SPC TXSC     - 4,286,840.       66,010.      MT  (+/- 180 meters Scaled)
 BQ0180
 BQ0180                          SUPERSEDED SURVEY CONTROL
 BQ0180
 BQ0180  NGVD 29 (??/??/92) 1466.623  (m)         4811.75   (f) ADJ UNCH    2 0
 BQ0180
 BQ0180.Superseded values are not recommended for survey control.
 BQ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0180.See file dsdata.txt to determine how the superseded data were derived.
 BQ0180
 BQ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP429528(NAD 83)
 BQ0180_MARKER: DB = BENCH MARK DISK
 BQ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0180_STAMPING: H 731 1943
 BQ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0180+STABILITY: SURFACE MOTION
 BQ0180
 BQ0180  HISTORY     - Date     Condition        Report By
 BQ0180  HISTORY     - 1943     MONUMENTED       CGS
 BQ0180
 BQ0180                          STATION DESCRIPTION
 BQ0180
 BQ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0180'21.5 MI S FROM VALENTINE.
 BQ0180'THIS MARK IS 21.5 MILES SOUTH ALONG A DIRT ROAD TO CANDELARIA FROM THE
 BQ0180'POST OFFICE AT VALENTINE, 2.2 MILES SOUTH OF THE BRITE RANCH 0.5 MILE
 BQ0180'SOUTH OF A WATER TANK, 0.1 MILE SOUTH OF A PROMINENT CURVE, 27.5 FEET
 BQ0180'EAST OF THE CENTERLINE OF THE ROAD, PROJECTING 4-INCHES ABOVE THE
 BQ0180'GROUND, 0.3 MILE NORTH OF A CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0206 ***********************************************************************
 BQ0206  DESIGNATION -  H 732
 BQ0206  PID         -  BQ0206
 BQ0206  STATE/COUNTY-  TX/PRESIDIO
 BQ0206  USGS QUAD   -  PUEBLO NUEVO (1979)
 BQ0206
 BQ0206                         *CURRENT SURVEY CONTROL
 BQ0206  ___________________________________________________________________
 BQ0206* NAD 83(1986)-  30 06 00.     (N)    104 41 00.     (W)     SCALED    
 BQ0206* NAVD 88     -       864.592  (meters)    2836.58   (feet)  POSTED    
 BQ0206  ___________________________________________________________________
 BQ0206  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 BQ0206  DYNAMIC HT  -         863.200 (meters)    2832.02  (feet)  COMP
 BQ0206  MODELED GRAV-     979,002.8   (mgal)                       NAVD 88
 BQ0206
 BQ0206  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0206
 BQ0206.The horizontal coordinates were scaled from a topographic map and have
 BQ0206.an estimated accuracy of +/- 6 seconds.
 BQ0206
 BQ0206.The orthometric height was determined by differential leveling
 BQ0206.and adjusted by the National Geodetic Survey in 1992..
 BQ0206.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0206.rate of 1.1 thru 2.0 mm/km.
 BQ0206
 BQ0206.The geoid height was determined by GEOID03.
 BQ0206
 BQ0206.The dynamic height is computed by dividing the NAVD 88
 BQ0206.geopotential number by the normal gravity value computed on the
 BQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0206.degrees latitude (g = 980.6199 gals.).
 BQ0206
 BQ0206.The modeled gravity was interpolated from observed gravity values.
 BQ0206
 BQ0206;                    North         East    Units  Estimated Accuracy
 BQ0206;SPC TXSC     - 4,264,520.       52,430.      MT  (+/- 180 meters Scaled)
 BQ0206
 BQ0206                          SUPERSEDED SURVEY CONTROL
 BQ0206
 BQ0206  NGVD 29 (??/??/92)  864.122  (m)         2835.04   (f) ADJ UNCH    2 0
 BQ0206
 BQ0206.Superseded values are not recommended for survey control.
 BQ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0206.See file dsdata.txt to determine how the superseded data were derived.
 BQ0206
 BQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP305299(NAD 83)
 BQ0206_MARKER: DB = BENCH MARK DISK
 BQ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0206_STAMPING: H 732 1943
 BQ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0206+STABILITY: SURFACE MOTION
 BQ0206
 BQ0206  HISTORY     - Date     Condition        Report By
 BQ0206  HISTORY     - 1943     MONUMENTED       CGS
 BQ0206  HISTORY     - 1958     GOOD             NGS
 BQ0206  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0206
 BQ0206                          STATION DESCRIPTION
 BQ0206
 BQ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0206'2.9 MI SE FROM CANDELARIA.
 BQ0206'THIS MARK IS 2.9 MILES SOUTHEAST ALONG THE ROAD TO RUIDOSA FROM THE
 BQ0206'SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, 120 FEET SOUTH OF THE
 BQ0206'SOUTH EDGE OF A LARGE WASH AND TREE LINE AND IS 2.8 FEET HIGHER IN
 BQ0206'ELEVATION, 28 FEET WEST OF CENTERLINE OF THE ROAD IN BRUSH LINE AND IS
 BQ0206'LEVEL, 375 FEET NORTH OF THE NORTH END OF CURVE AT LARGE BUSH AND IS
 BQ0206'1.5 FEET HIGHER IN ELEVATION, 2.0 FEET SOUTH OF A WHITE REFERENCE
 BQ0206'POST.
 BQ0206
 BQ0206                          STATION RECOVERY (1966)
 BQ0206
 BQ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0016 ***********************************************************************
 CD0016  DESIGNATION -  H 733
 CD0016  PID         -  CD0016
 CD0016  STATE/COUNTY-  TX/REEVES
 CD0016  USGS QUAD   -  SCREW BEAN DRAW EAST (1973)
 CD0016
 CD0016                         *CURRENT SURVEY CONTROL
 CD0016  ___________________________________________________________________
 CD0016* NAD 83(1986)-  31 48 42.     (N)    104 01 18.     (W)     SCALED    
 CD0016* NAVD 88     -       914.544  (meters)    3000.47   (feet)  ADJUSTED  
 CD0016  ___________________________________________________________________
 CD0016  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CD0016  DYNAMIC HT  -         913.186 (meters)    2996.01  (feet)  COMP
 CD0016  MODELED GRAV-     979,124.4   (mgal)                       NAVD 88
 CD0016
 CD0016  VERT ORDER  -  SECOND    CLASS 0
 CD0016
 CD0016.The horizontal coordinates were scaled from a topographic map and have
 CD0016.an estimated accuracy of +/- 6 seconds.
 CD0016
 CD0016.The orthometric height was determined by differential leveling
 CD0016.and adjusted by the National Geodetic Survey in June 1991..
 CD0016
 CD0016.The geoid height was determined by GEOID03.
 CD0016
 CD0016.The dynamic height is computed by dividing the NAVD 88
 CD0016.geopotential number by the normal gravity value computed on the
 CD0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0016.degrees latitude (g = 980.6199 gals.).
 CD0016
 CD0016.The modeled gravity was interpolated from observed gravity values.
 CD0016
 CD0016;                    North         East    Units  Estimated Accuracy
 CD0016;SPC TX C     - 3,243,580.      350,840.      MT  (+/- 180 meters Scaled)
 CD0016
 CD0016                          SUPERSEDED SURVEY CONTROL
 CD0016
 CD0016  NGVD 29 (??/??/92)  914.066  (m)         2998.90   (f) ADJ UNCH    2 0
 CD0016
 CD0016.Superseded values are not recommended for survey control.
 CD0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0016.See file dsdata.txt to determine how the superseded data were derived.
 CD0016
 CD0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER925199(NAD 83)
 CD0016_MARKER: DB = BENCH MARK DISK
 CD0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0016_STAMPING: H 733 1943
 CD0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0016+STABILITY: SURFACE MOTION
 CD0016
 CD0016  HISTORY     - Date     Condition        Report By
 CD0016  HISTORY     - 1943     MONUMENTED       CGS
 CD0016  HISTORY     - 1972     GOOD             USGS
 CD0016
 CD0016                          STATION DESCRIPTION
 CD0016
 CD0016'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CD0016'12.9 MI W FROM ORLA.
 CD0016'TO REACH FROM ORLA, TEXAS GO WEST ON TEXAS FARM-MARKET ROAD NO. 652
 CD0016'FOR 9.3 MI. THENCE SOUTH ALONG DUVAL CORPORATIONS PRIVATE BLACK TOP
 CD0016'ROAD FOR 0.8 MI. TO A E-W PIPELINE AND ROAD, THENCE EAST FOR 2.8 MI.
 CD0016'ALONG PIPELINE ROAD, 37 FT. NORTH OF THE CENTER LINE OF ROAD AND 97
 CD0016'FT. WEST OF POWER POLE NO. 145-21, IN A CONCRETE POST, A STANDARD
 CD0016'TABLET STAMPED H 733 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0040 ***********************************************************************
 CD0040  DESIGNATION -  H 734
 CD0040  PID         -  CD0040
 CD0040  STATE/COUNTY-  TX/CULBERSON
 CD0040  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0040
 CD0040                         *CURRENT SURVEY CONTROL
 CD0040  ___________________________________________________________________
 CD0040* NAD 83(1986)-  31 50 27.     (N)    104 24 02.     (W)     SCALED    
 CD0040* NAVD 88     -      1143.635  (meters)    3752.08   (feet)  ADJUSTED  
 CD0040  ___________________________________________________________________
 CD0040  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CD0040  DYNAMIC HT  -        1141.894 (meters)    3746.36  (feet)  COMP
 CD0040  MODELED GRAV-     979,078.3   (mgal)                       NAVD 88
 CD0040
 CD0040  VERT ORDER  -  SECOND    CLASS 0
 CD0040
 CD0040.The horizontal coordinates were scaled from a topographic map and have
 CD0040.an estimated accuracy of +/- 6 seconds.
 CD0040
 CD0040.The orthometric height was determined by differential leveling
 CD0040.and adjusted by the National Geodetic Survey in June 1991..
 CD0040
 CD0040.The geoid height was determined by GEOID03.
 CD0040
 CD0040.The dynamic height is computed by dividing the NAVD 88
 CD0040.geopotential number by the normal gravity value computed on the
 CD0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0040.degrees latitude (g = 980.6199 gals.).
 CD0040
 CD0040.The modeled gravity was interpolated from observed gravity values.
 CD0040
 CD0040;                    North         East    Units  Estimated Accuracy
 CD0040;SPC TX C     - 3,248,070.      315,100.      MT  (+/- 180 meters Scaled)
 CD0040
 CD0040                          SUPERSEDED SURVEY CONTROL
 CD0040
 CD0040  NGVD 29 (??/??/92) 1143.102  (m)         3750.33   (f) ADJ UNCH    2 0
 CD0040
 CD0040.Superseded values are not recommended for survey control.
 CD0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0040.See file dsdata.txt to determine how the superseded data were derived.
 CD0040
 CD0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER567229(NAD 83)
 CD0040_MARKER: DB = BENCH MARK DISK
 CD0040_SETTING: 0 = UNSPECIFIED SETTING
 CD0040_STAMPING: H 734 1943
 CD0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0040
 CD0040  HISTORY     - Date     Condition        Report By
 CD0040  HISTORY     - 1943     MONUMENTED       CGS
 CD0040
 CD0040                          STATION DESCRIPTION
 CD0040
 CD0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0040'31.8 MI W FROM ORLA.
 CD0040'THIS MARK IS 31.8 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0040'ORLA, SET AT THE EAST END OF A SLOPE IN THE ROAD, 19.0 FEET WEST OF
 CD0040'POWER POLE NUMBER 123-6, 21.0 FEET NORTH OF THE CENTERLINE OF THE
 CD0040'ROAD, PROJECTING 6-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE
 CD0040'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0093 ***********************************************************************
 BB0093  DESIGNATION -  H 735
 BB0093  PID         -  BB0093
 BB0093  STATE/COUNTY-  TX/PRESIDIO
 BB0093  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0093
 BB0093                         *CURRENT SURVEY CONTROL
 BB0093  ___________________________________________________________________
 BB0093* NAD 83(1986)-  29 49 37.     (N)    104 12 39.     (W)     SCALED    
 BB0093* NAVD 88     -      1257.333  (meters)    4125.10   (feet)  ADJUSTED  
 BB0093  ___________________________________________________________________
 BB0093  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 BB0093  DYNAMIC HT  -        1255.238 (meters)    4118.23  (feet)  COMP
 BB0093  MODELED GRAV-     978,932.6   (mgal)                       NAVD 88
 BB0093
 BB0093  VERT ORDER  -  SECOND    CLASS 0
 BB0093
 BB0093.The horizontal coordinates were scaled from a topographic map and have
 BB0093.an estimated accuracy of +/- 6 seconds.
 BB0093
 BB0093.The orthometric height was determined by differential leveling
 BB0093.and adjusted by the National Geodetic Survey in June 1991..
 BB0093
 BB0093.The geoid height was determined by GEOID03.
 BB0093
 BB0093.The dynamic height is computed by dividing the NAVD 88
 BB0093.geopotential number by the normal gravity value computed on the
 BB0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0093.degrees latitude (g = 980.6199 gals.).
 BB0093
 BB0093.The modeled gravity was interpolated from observed gravity values.
 BB0093
 BB0093;                    North         East    Units  Estimated Accuracy
 BB0093;SPC TXSC     - 4,232,160.       96,570.      MT  (+/- 180 meters Scaled)
 BB0093
 BB0093                          SUPERSEDED SURVEY CONTROL
 BB0093
 BB0093  NGVD 29 (??/??/92) 1256.901  (m)         4123.68   (f) ADJ UNCH    2 0
 BB0093
 BB0093.Superseded values are not recommended for survey control.
 BB0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0093.See file dsdata.txt to determine how the superseded data were derived.
 BB0093
 BB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN762998(NAD 83)
 BB0093_MARKER: DB = BENCH MARK DISK
 BB0093_SETTING: 66 = SET IN ROCK OUTCROP
 BB0093_SP_SET: ROCK OUTCROP
 BB0093_STAMPING: H 735 1943
 BB0093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0093+STABILITY: POSITION/ELEVATION WELL
 BB0093
 BB0093  HISTORY     - Date     Condition        Report By
 BB0093  HISTORY     - 1943     MONUMENTED       CGS
 BB0093  HISTORY     - 1958     GOOD             NGS
 BB0093
 BB0093                          STATION DESCRIPTION
 BB0093
 BB0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0093'11.75 MI NE FROM SHAFTER.
 BB0093'ABOUT 5.5 MILES NORTH-NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE SCHOOL
 BB0093'HOUSE AT SHAFTER, THENCE ABOUT 6.25 MILES SOUTHEAST ALONG A GRADED
 BB0093'DIRT ROAD.  IN THE TOP OF A ROCK OUTCROP PROJECTING 1 FOOT, ON THE
 BB0093'NORTHWEST BANK OF A LARGE GRAVEL WASH, 15 FEET SOUTHWEST OF THE CENTER
 BB0093'LINE OF THE ROAD, ABOUT 5 FEET ABOVE THE WASH, AND ABOUT 1 1/2 FEET
 BB0093'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0366 ***********************************************************************
 BA0366  DESIGNATION -  H 736
 BA0366  PID         -  BA0366
 BA0366  STATE/COUNTY-  TX/PRESIDIO
 BA0366  USGS QUAD   -  HORSESHOE MOUNTAINS (1983)
 BA0366
 BA0366                         *CURRENT SURVEY CONTROL
 BA0366  ___________________________________________________________________
 BA0366* NAD 83(1986)-  29 39 16.     (N)    103 52 43.     (W)     SCALED    
 BA0366* NAVD 88     -      1229.485  (meters)    4033.74   (feet)  ADJUSTED  
 BA0366  ___________________________________________________________________
 BA0366  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 BA0366  DYNAMIC HT  -        1227.437 (meters)    4027.02  (feet)  COMP
 BA0366  MODELED GRAV-     978,933.8   (mgal)                       NAVD 88
 BA0366
 BA0366  VERT ORDER  -  SECOND    CLASS 0
 BA0366
 BA0366.The horizontal coordinates were scaled from a topographic map and have
 BA0366.an estimated accuracy of +/- 6 seconds.
 BA0366
 BA0366.The orthometric height was determined by differential leveling
 BA0366.and adjusted by the National Geodetic Survey in June 1991..
 BA0366
 BA0366.The geoid height was determined by GEOID03.
 BA0366
 BA0366.The dynamic height is computed by dividing the NAVD 88
 BA0366.geopotential number by the normal gravity value computed on the
 BA0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0366.degrees latitude (g = 980.6199 gals.).
 BA0366
 BA0366.The modeled gravity was interpolated from observed gravity values.
 BA0366
 BA0366;                    North         East    Units  Estimated Accuracy
 BA0366;SPC TXSC     - 4,211,680.      127,850.      MT  (+/- 180 meters Scaled)
 BA0366
 BA0366                          SUPERSEDED SURVEY CONTROL
 BA0366
 BA0366  NGVD 29 (??/??/92) 1229.121  (m)         4032.54   (f) ADJ UNCH    2 0
 BA0366
 BA0366.Superseded values are not recommended for survey control.
 BA0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0366.See file dsdata.txt to determine how the superseded data were derived.
 BA0366
 BA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN085810(NAD 83)
 BA0366_MARKER: DB = BENCH MARK DISK
 BA0366_SETTING: 66 = SET IN ROCK OUTCROP
 BA0366_SP_SET: BEDROCK
 BA0366_STAMPING: H 736 1943
 BA0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0366+STABILITY: POSITION/ELEVATION WELL
 BA0366
 BA0366  HISTORY     - Date     Condition        Report By
 BA0366  HISTORY     - 1943     MONUMENTED       CGS
 BA0366  HISTORY     - 1958     GOOD             NGS
 BA0366
 BA0366                          STATION DESCRIPTION
 BA0366
 BA0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0366'15.70 MI SE FROM CASA PIEDRA.
 BA0366'ABOUT 2.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE
 BA0366'BUILDING AT CASA PIEDRA, THENCE ABOUT 0.95 MILE EAST ALONG A GRADED
 BA0366'DIRT ROAD, THENCE ABOUT 12.6 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 BA0366'IN THE TOP OF A LARGE FLAT BEDROCK IN THE CENTER OF THE CREEK, 84 FEET
 BA0366'NORTHEAST OF THE CENTER LINE OF THE ROAD, 151 FEET SOUTHWEST OF THE
 BA0366'SOUTHWEST LEG OF A STEEL WINDMILL, 116 FEET WEST-SOUTHWEST OF A LARGE
 BA0366'STEEL TANK, 97 FEET NORTH-NORTHEAST AND ACROSS THE ROAD FROM A WHITE
 BA0366'LIMESTONE ROCK CUT ON THE SOUTHWEST SIDE OF THE ROAD, AND ABOUT 5 1/2
 BA0366'FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0119 ***********************************************************************
 BB0119  DESIGNATION -  H 737
 BB0119  PID         -  BB0119
 BB0119  STATE/COUNTY-  TX/PRESIDIO
 BB0119  USGS QUAD   -  PLATA NE (1983)
 BB0119
 BB0119                         *CURRENT SURVEY CONTROL
 BB0119  ___________________________________________________________________
 BB0119* NAD 83(1986)-  29 55 34.     (N)    104 02 24.     (W)     SCALED    
 BB0119* NAVD 88     -      1211.655  (meters)    3975.24   (feet)  ADJUSTED  
 BB0119  ___________________________________________________________________
 BB0119  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BB0119  DYNAMIC HT  -        1209.644 (meters)    3968.64  (feet)  COMP
 BB0119  MODELED GRAV-     978,941.1   (mgal)                       NAVD 88
 BB0119
 BB0119  VERT ORDER  -  SECOND    CLASS 0
 BB0119
 BB0119.The horizontal coordinates were scaled from a topographic map and have
 BB0119.an estimated accuracy of +/- 6 seconds.
 BB0119
 BB0119.The orthometric height was determined by differential leveling
 BB0119.and adjusted by the National Geodetic Survey in June 1991..
 BB0119
 BB0119.The geoid height was determined by GEOID03.
 BB0119
 BB0119.The dynamic height is computed by dividing the NAVD 88
 BB0119.geopotential number by the normal gravity value computed on the
 BB0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0119.degrees latitude (g = 980.6199 gals.).
 BB0119
 BB0119.The modeled gravity was interpolated from observed gravity values.
 BB0119
 BB0119;                    North         East    Units  Estimated Accuracy
 BB0119;SPC TXSC     - 4,242,420.      113,540.      MT  (+/- 180 meters Scaled)
 BB0119
 BB0119                          SUPERSEDED SURVEY CONTROL
 BB0119
 BB0119  NGVD 29 (??/??/92) 1211.234  (m)         3973.86   (f) ADJ UNCH    2 0
 BB0119
 BB0119.Superseded values are not recommended for survey control.
 BB0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0119.See file dsdata.txt to determine how the superseded data were derived.
 BB0119
 BB0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP926109(NAD 83)
 BB0119_MARKER: DB = BENCH MARK DISK
 BB0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0119_STAMPING: H 737 1943
 BB0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0119+STABILITY: SURFACE MOTION
 BB0119
 BB0119  HISTORY     - Date     Condition        Report By
 BB0119  HISTORY     - 1943     MONUMENTED       CGS
 BB0119  HISTORY     - 1958     GOOD             NGS
 BB0119
 BB0119                          STATION DESCRIPTION
 BB0119
 BB0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0119'4.5 MI NW FROM PLATA.
 BB0119'ABOUT 4.5 MILES NORTHWEST ALONG FARM ROAD 169 FROM THE RAILROAD
 BB0119'SECTION FOREMANS HOUSE, 58 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BB0119'ABOUT 0.3 MILE NORTH OF A POWER LINE CROSSING THE ROAD, ABOUT 0.1 MILE
 BB0119'SOUTHWEST AND ACROSS THE ROAD FROM A STEEL WINDMILL ON A SMALL HILL,
 BB0119'60 FEET NORTH OF THE CENTER LINE OF A SANDY WASH, 2 1/2 FEET EAST OF A
 BB0119'FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 BB0119'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0322 ***********************************************************************
 BA0322  DESIGNATION -  H 738
 BA0322  PID         -  BA0322
 BA0322  STATE/COUNTY-  TX/PRESIDIO
 BA0322  USGS QUAD   -  PUERTO POTRILLO (1983)
 BA0322
 BA0322                         *CURRENT SURVEY CONTROL
 BA0322  ___________________________________________________________________
 BA0322* NAD 83(1986)-  29 49 38.     (N)    103 55 11.     (W)     SCALED    
 BA0322* NAVD 88     -      1229.763  (meters)    4034.65   (feet)  POSTED    
 BA0322  ___________________________________________________________________
 BA0322  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BA0322  DYNAMIC HT  -        1227.720 (meters)    4027.94  (feet)  COMP
 BA0322  MODELED GRAV-     978,941.5   (mgal)                       NAVD 88
 BA0322
 BA0322  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0322
 BA0322.The horizontal coordinates were scaled from a topographic map and have
 BA0322.an estimated accuracy of +/- 6 seconds.
 BA0322
 BA0322.The orthometric height was determined by differential leveling
 BA0322.and adjusted by the National Geodetic Survey in 1992..
 BA0322.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0322.rate of 2.1 thru 3.0 mm/km.
 BA0322
 BA0322.The geoid height was determined by GEOID03.
 BA0322
 BA0322.The dynamic height is computed by dividing the NAVD 88
 BA0322.geopotential number by the normal gravity value computed on the
 BA0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0322.degrees latitude (g = 980.6199 gals.).
 BA0322
 BA0322.The modeled gravity was interpolated from observed gravity values.
 BA0322
 BA0322;                    North         East    Units  Estimated Accuracy
 BA0322;SPC TXSC     - 4,230,980.      124,680.      MT  (+/- 180 meters Scaled)
 BA0322
 BA0322                          SUPERSEDED SURVEY CONTROL
 BA0322
 BA0322  NGVD 29 (??/??/92) 1229.354  (m)         4033.31   (f) ADJ UNCH    2 0
 BA0322
 BA0322.Superseded values are not recommended for survey control.
 BA0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0322.See file dsdata.txt to determine how the superseded data were derived.
 BA0322
 BA0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP043001(NAD 83)
 BA0322_MARKER: DB = BENCH MARK DISK
 BA0322_SETTING: 66 = SET IN ROCK OUTCROP
 BA0322_SP_SET: ROCK OUTCROP
 BA0322_STAMPING: H 738 1943
 BA0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0322+STABILITY: POSITION/ELEVATION WELL
 BA0322
 BA0322  HISTORY     - Date     Condition        Report By
 BA0322  HISTORY     - 1943     MONUMENTED       CGS
 BA0322  HISTORY     - 1958     GOOD             NGS
 BA0322
 BA0322                          STATION DESCRIPTION
 BA0322
 BA0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0322'8.8 MI SE FROM PLATA.
 BA0322'ABOUT 3.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD
 BA0322'SECTION FOREMANS HOUSE AT PLATA, THENCE ABOUT 5.55 MILES EAST ALONG A
 BA0322'PRIVATE TRACK ROAD LEADING TO THE C. L. HANCOCK RANCH. SET VERTICALLY
 BA0322'IN THE WEST FACE OF A ROCK OUTCROP ABOUT 5 FEET ABOVE THE GROUND, 105
 BA0322'FEET SOUTH AND ACROSS THE ROAD FROM A POWER POLE, 98 FEET SOUTHEAST OF
 BA0322'THE CENTER LINE OF THE ROAD, AND AT A SHARP HILL ACROSS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0012 ***********************************************************************
 AZ0012  DESIGNATION -  H 74
 AZ0012  PID         -  AZ0012
 AZ0012  STATE/COUNTY-  TX/EDWARDS
 AZ0012  USGS QUAD   -  CUB LAKE (1971)
 AZ0012
 AZ0012                         *CURRENT SURVEY CONTROL
 AZ0012  ___________________________________________________________________
 AZ0012* NAD 83(1986)-  29 55 37.     (N)    100 09 24.     (W)     SCALED    
 AZ0012* NAVD 88     -       699.093  (meters)    2293.61   (feet)  ADJUSTED  
 AZ0012  ___________________________________________________________________
 AZ0012  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 AZ0012  DYNAMIC HT  -         698.052 (meters)    2290.19  (feet)  COMP
 AZ0012  MODELED GRAV-     979,130.5   (mgal)                       NAVD 88
 AZ0012
 AZ0012  VERT ORDER  -  SECOND    CLASS 0
 AZ0012
 AZ0012.The horizontal coordinates were scaled from a topographic map and have
 AZ0012.an estimated accuracy of +/- 6 seconds.
 AZ0012
 AZ0012.The orthometric height was determined by differential leveling
 AZ0012.and adjusted by the National Geodetic Survey in June 1991..
 AZ0012
 AZ0012.The geoid height was determined by GEOID03.
 AZ0012
 AZ0012.The dynamic height is computed by dividing the NAVD 88
 AZ0012.geopotential number by the normal gravity value computed on the
 AZ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0012.degrees latitude (g = 980.6199 gals.).
 AZ0012
 AZ0012.The modeled gravity was interpolated from observed gravity values.
 AZ0012
 AZ0012;                    North         East    Units  Estimated Accuracy
 AZ0012;SPC TXSC     - 4,232,580.      488,330.      MT  (+/- 180 meters Scaled)
 AZ0012
 AZ0012                          SUPERSEDED SURVEY CONTROL
 AZ0012
 AZ0012  NGVD 29 (??/??/92)  699.024  (m)         2293.38   (f) ADJ UNCH    2 0
 AZ0012
 AZ0012.Superseded values are not recommended for survey control.
 AZ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0012.See file dsdata.txt to determine how the superseded data were derived.
 AZ0012
 AZ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU883112(NAD 83)
 AZ0012_MARKER: DD = SURVEY DISK
 AZ0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0012_SP_SET: CULVERT
 AZ0012_STAMPING: H 74 1923
 AZ0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0012
 AZ0012  HISTORY     - Date     Condition        Report By
 AZ0012  HISTORY     - 1923     MONUMENTED       USGS
 AZ0012  HISTORY     - 1940     GOOD             NGS
 AZ0012
 AZ0012                          STATION DESCRIPTION
 AZ0012
 AZ0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0012'7.1 MI SE FROM ROCKSPRINGS.
 AZ0012'7.1 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0012'AT ROCKSPRINGS, EDWARDS COUNTY, 0.1 MILE NORTH OF THE TOP OF A GRADE,
 AZ0012'AT A 6- BY 8-FOOT CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE
 AZ0012'EAST HEADWALL, 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 48
 AZ0012'FEET WEST OF THE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 AZ0012'DISK, STAMPED H 74 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0013 ***********************************************************************
 AZ0013  DESIGNATION -  H 74 RM
 AZ0013  PID         -  AZ0013
 AZ0013  STATE/COUNTY-  TX/EDWARDS
 AZ0013  USGS QUAD   -  CUB LAKE (1971)
 AZ0013
 AZ0013                         *CURRENT SURVEY CONTROL
 AZ0013  ___________________________________________________________________
 AZ0013* NAD 83(1986)-  29 55 37.     (N)    100 09 24.     (W)     SCALED    
 AZ0013* NAVD 88     -       699.082  (meters)    2293.57   (feet)  ADJUSTED  
 AZ0013  ___________________________________________________________________
 AZ0013  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 AZ0013  DYNAMIC HT  -         698.041 (meters)    2290.16  (feet)  COMP
 AZ0013  MODELED GRAV-     979,130.5   (mgal)                       NAVD 88
 AZ0013
 AZ0013  VERT ORDER  -  SECOND    CLASS 0
 AZ0013
 AZ0013.The horizontal coordinates were scaled from a topographic map and have
 AZ0013.an estimated accuracy of +/- 6 seconds.
 AZ0013
 AZ0013.The orthometric height was determined by differential leveling
 AZ0013.and adjusted by the National Geodetic Survey in June 1991..
 AZ0013
 AZ0013.The geoid height was determined by GEOID03.
 AZ0013
 AZ0013.The dynamic height is computed by dividing the NAVD 88
 AZ0013.geopotential number by the normal gravity value computed on the
 AZ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0013.degrees latitude (g = 980.6199 gals.).
 AZ0013
 AZ0013.The modeled gravity was interpolated from observed gravity values.
 AZ0013
 AZ0013;                    North         East    Units  Estimated Accuracy
 AZ0013;SPC TXSC     - 4,232,580.      488,330.      MT  (+/- 180 meters Scaled)
 AZ0013
 AZ0013                          SUPERSEDED SURVEY CONTROL
 AZ0013
 AZ0013  NGVD 29 (??/??/92)  699.012  (m)         2293.34   (f) ADJ UNCH    2 0
 AZ0013
 AZ0013.Superseded values are not recommended for survey control.
 AZ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0013.See file dsdata.txt to determine how the superseded data were derived.
 AZ0013
 AZ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU883112(NAD 83)
 AZ0013_MARKER: Q = CHISELED SQUARE
 AZ0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0013_SP_SET: CULVERT
 AZ0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0013
 AZ0013  HISTORY     - Date     Condition        Report By
 AZ0013  HISTORY     - UNK      MONUMENTED       USGS
 AZ0013  HISTORY     - 1939     GOOD             NGS
 AZ0013
 AZ0013                          STATION DESCRIPTION
 AZ0013
 AZ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 AZ0013'7.1 MI SE FROM ROCKSPRINGS.
 AZ0013'7.1 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0013'AT ROCKSPRINGS, EDWARDS COUNTY, ON THE TOP OF A CONCRETE CULVERT, AND
 AZ0013'24.3 FEET SOUTH OF BENCH MARK H 74 (USGS).  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6814 ***********************************************************************
 AW6814  DESIGNATION -  H 74 TX
 AW6814  PID         -  AW6814
 AW6814  STATE/COUNTY-  TX/BRAZORIA
 AW6814  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6814
 AW6814                         *CURRENT SURVEY CONTROL
 AW6814  ___________________________________________________________________
 AW6814* NAD 83(1993)-  29 00 12.24935(N)    095 13 13.17464(W)     ADJUSTED  
 AW6814* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 AW6814  ___________________________________________________________________
 AW6814  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AW6814  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AW6814
 AW6814  HORZ ORDER  -  THIRD
 AW6814
 AW6814.The horizontal coordinates were established by classical geodetic methods
 AW6814.and adjusted by the National Geodetic Survey in February 1996..
 AW6814
 AW6814.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6814
 AW6814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6814
 AW6814.The geoid height was determined by GEOID03.
 AW6814
 AW6814;                    North         East     Units Scale Factor Converg.
 AW6814;SPC TXSC     - 4,135,625.139   968,166.878   MT  0.99987987   +1 51 06.2
 AW6814;SPC TXSC     -13,568,296.81  3,176,394.17   sFT  0.99987987   +1 51 06.2
 AW6814;UTM  15      - 3,210,395.140   283,718.563   MT  1.00017728   -1 04 37.1
 AW6814
 AW6814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6814!SPC TXSC     -   1.00000381  x   0.99987987  =   0.99988367
 AW6814!UTM  15      -   1.00000381  x   1.00017728  =   1.00018109
 AW6814
 AW6814:                Primary Azimuth Mark                     Grid Az
 AW6814:SPC TXSC     -  H 75 TX                                  227 48 34.5
 AW6814:UTM  15      -  H 75 TX                                  230 44 17.8
 AW6814
 AW6814|---------------------------------------------------------------------|
 AW6814| PID    Reference Object                     Distance      Geod. Az  |
 AW6814|                                                           dddmmss.s |
 AW6814| AM0406 H 75 TX                             APPROX. 1.6 KM 2293940.7 |
 AW6814|---------------------------------------------------------------------|
 AW6814
 AW6814                          SUPERSEDED SURVEY CONTROL
 AW6814
 AW6814  NAD 83(1986)-  29 00 12.25873(N)    095 13 13.15482(W) AD(       ) 3
 AW6814  NAD 27      -  29 00 11.37618(N)    095 13 12.39572(W) AD(       ) 3
 AW6814  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 AW6814
 AW6814.Superseded values are not recommended for survey control.
 AW6814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6814.See file dsdata.txt to determine how the superseded data were derived.
 AW6814
 AW6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8371910395(NAD 83)
 AW6814_MARKER: DD = SURVEY DISK
 AW6814_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW6814_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AW6814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW6814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6814+STABILITY: SURFACE MOTION
 AW6814
 AW6814  HISTORY     - Date     Condition        Report By
 AW6814  HISTORY     - 1979     MONUMENTED       NOS
 AW6814  HISTORY     - 1982     MARK NOT FOUND   NOS
 AW6814  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 AW6814  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6814  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6814
 AW6814                          STATION DESCRIPTION
 AW6814
 AW6814'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6814'THE STATION IS LOCATED 7.8 MILES SOUTHWEST OF THE SOUTH SIDE OF
 AW6814'SAN LUIS PASS.
 AW6814'
 AW6814'TO REACH FROM THE SOUTH END OF THE SAN LUIS PASS BRIDGE GO
 AW6814'SOUTHWEST ON COUNTY ROAD 257 FOR 5.3 MILES TO S SHELL ROAD RIGHT
 AW6814'AND STATION PUGH ON THE RIGHT, CONTINUE SOUTHWEST ON COUNTY ROAD
 AW6814'257 FOR 2.4 MILES TO A SHELL ROAD LEFT, TURN LEFT AND GO SOUTH
 AW6814'FOR 0.5 MILE TO BEACH, TURN RIGHT AND GO SOUTHWEST ON BEACH FOR
 AW6814'0.1 MILE TO STATION ON RIGHT NEAR NORTHWEST END OF A ROW OF
 AW6814'PILINGS.
 AW6814'
 AW6814'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 74 TX 1979---,
 AW6814'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN CONCRETE
 AW6814'IT IS 21.2 FEET NORTHWEST OF A 5 FOOT PILING AT THE EDGE OF DUNE
 AW6814'LINE (NORTHERN MOST ONE OF SEVERAL) AND 11 FEET SOUTHEAST OF A
 AW6814'WOODEN WITNESS POST WITH SIGN ATTACHED.
 AW6814'
 AW6814'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AW6814
 AW6814                          STATION RECOVERY (1982)
 AW6814
 AW6814'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6814'STATION LOST TO BEACH EROSION.
 AW6814
 AW6814                          STATION RECOVERY (1996)
 AW6814
 AW6814'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6814'MARK NOT FOUND.
 AW6814
 AW6814                          STATION RECOVERY (2004)
 AW6814
 AW6814'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6814'GO TO N 29 01 04.5  W 095 12 03.8
 AW6814
 AW6814                          STATION RECOVERY (2005)
 AW6814
 AW6814'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0096 ***********************************************************************
 BA0096  DESIGNATION -  H 741
 BA0096  PID         -  BA0096
 BA0096  STATE/COUNTY-  TX/BREWSTER
 BA0096  USGS QUAD   -  MARAVILLAS GAP (1983)
 BA0096
 BA0096                         *CURRENT SURVEY CONTROL
 BA0096  ___________________________________________________________________
 BA0096* NAD 83(1986)-  29 56 33.     (N)    103 15 17.     (W)     SCALED    
 BA0096* NAVD 88     -      1039.470  (meters)    3410.33   (feet)  ADJUSTED  
 BA0096  ___________________________________________________________________
 BA0096  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BA0096  DYNAMIC HT  -        1037.798 (meters)    3404.84  (feet)  COMP
 BA0096  MODELED GRAV-     978,998.2   (mgal)                       NAVD 88
 BA0096
 BA0096  VERT ORDER  -  SECOND    CLASS 0
 BA0096
 BA0096.The horizontal coordinates were scaled from a topographic map and have
 BA0096.an estimated accuracy of +/- 6 seconds.
 BA0096
 BA0096.The orthometric height was determined by differential leveling
 BA0096.and adjusted by the National Geodetic Survey in June 1991..
 BA0096
 BA0096.The geoid height was determined by GEOID03.
 BA0096
 BA0096.The dynamic height is computed by dividing the NAVD 88
 BA0096.geopotential number by the normal gravity value computed on the
 BA0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0096.degrees latitude (g = 980.6199 gals.).
 BA0096
 BA0096.The modeled gravity was interpolated from observed gravity values.
 BA0096
 BA0096;                    North         East    Units  Estimated Accuracy
 BA0096;SPC TXSC     - 4,241,230.      189,370.      MT  (+/- 180 meters Scaled)
 BA0096
 BA0096                          SUPERSEDED SURVEY CONTROL
 BA0096
 BA0096  NGVD 29 (??/??/92) 1039.095  (m)         3409.10   (f) ADJ UNCH    2 0
 BA0096
 BA0096.Superseded values are not recommended for survey control.
 BA0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0096.See file dsdata.txt to determine how the superseded data were derived.
 BA0096
 BA0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP684136(NAD 83)
 BA0096_MARKER: DB = BENCH MARK DISK
 BA0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0096_STAMPING: H 741 1943
 BA0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0096+STABILITY: SURFACE MOTION
 BA0096
 BA0096  HISTORY     - Date     Condition        Report By
 BA0096  HISTORY     - 1943     MONUMENTED       CGS
 BA0096  HISTORY     - 1966     GOOD             NGS
 BA0096  HISTORY     - 1976     GOOD             USGS
 BA0096  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0096
 BA0096                          STATION DESCRIPTION
 BA0096
 BA0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0096'19.45 MI S FROM MARATHON.
 BA0096'ABOUT 0.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BA0096'THE STATION AT MARATHON, THENCE 19.0 MILES SOUTH ALONG U.S. HIGHWAY
 BA0096'385, 44 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 200 FEET NORTH OF
 BA0096'A CURVE IN THE HIGHWAY, 169 FEET SOUTH OF TELEPHONE POLE NUMBER 235,
 BA0096'16 1/2 FEET WEST OF THE EAST HIGHWAY RIGHT OF WAY FENCE, 2 FEET NORTH
 BA0096'OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0096'PROJECTING 4 INCHES.
 BA0096
 BA0096                          STATION RECOVERY (1976)
 BA0096
 BA0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0096'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 BA0096'STATE HIGHWAY 51 IS NOW U.S. HIGHWAY 385.
 BA0096
 BA0096                          STATION RECOVERY (2001)
 BA0096
 BA0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0096'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0164 ***********************************************************************
 BA0164  DESIGNATION -  H 742
 BA0164  PID         -  BA0164
 BA0164  STATE/COUNTY-  TX/BREWSTER
 BA0164  USGS QUAD   -  SAN VICENTE (1971)
 BA0164
 BA0164                         *CURRENT SURVEY CONTROL
 BA0164  ___________________________________________________________________
 BA0164* NAD 83(1986)-  29 12 24.     (N)    103 01 55.     (W)     SCALED    
 BA0164* NAVD 88     -       627.886  (meters)    2059.99   (feet)  ADJUSTED  
 BA0164  ___________________________________________________________________
 BA0164  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 BA0164  DYNAMIC HT  -         626.891 (meters)    2056.72  (feet)  COMP
 BA0164  MODELED GRAV-     979,038.8   (mgal)                       NAVD 88
 BA0164
 BA0164  VERT ORDER  -  FIRST     CLASS II
 BA0164
 BA0164.The horizontal coordinates were scaled from a topographic map and have
 BA0164.an estimated accuracy of +/- 6 seconds.
 BA0164
 BA0164.The orthometric height was determined by differential leveling
 BA0164.and adjusted by the National Geodetic Survey in June 1991..
 BA0164
 BA0164.The geoid height was determined by GEOID03.
 BA0164
 BA0164.The dynamic height is computed by dividing the NAVD 88
 BA0164.geopotential number by the normal gravity value computed on the
 BA0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0164.degrees latitude (g = 980.6199 gals.).
 BA0164
 BA0164.The modeled gravity was interpolated from observed gravity values.
 BA0164
 BA0164;                    North         East    Units  Estimated Accuracy
 BA0164;SPC TXSC     - 4,158,960.      208,050.      MT  (+/- 180 meters Scaled)
 BA0164
 BA0164                          SUPERSEDED SURVEY CONTROL
 BA0164
 BA0164  NGVD 29 (??/??/92)  627.536  (m)         2058.84   (f) ADJ UNCH    1 2
 BA0164
 BA0164.Superseded values are not recommended for survey control.
 BA0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0164.See file dsdata.txt to determine how the superseded data were derived.
 BA0164
 BA0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN913324(NAD 83)
 BA0164_MARKER: DB = BENCH MARK DISK
 BA0164_SETTING: 66 = SET IN ROCK OUTCROP
 BA0164_SP_SET: OUTCROP
 BA0164_STAMPING: H 742 1943
 BA0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0164+STABILITY: POSITION/ELEVATION WELL
 BA0164
 BA0164  HISTORY     - Date     Condition        Report By
 BA0164  HISTORY     - 1943     MONUMENTED       CGS
 BA0164  HISTORY     - 1958     GOOD             NGS
 BA0164
 BA0164                          STATION DESCRIPTION
 BA0164
 BA0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0164'13.2 MI SE FROM PARK HEADQUARTERS.
 BA0164'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0164'BUILDING, THENCE 12.7 MILES SOUTHEAST ALONG A PAVED ROAD.  IN THE TOP
 BA0164'OF THE SOUTHEAST END OF A SANDSTONE OUTCROP PROJECTING 2 FEET ON THE
 BA0164'NORTHEAST SIDE, 456 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 29
 BA0164'FEET SOUTHWEST OF THE CENTER LINE OF THE OLD ROAD BED, AND ABOUT 2
 BA0164'FEET BELOW THE LEVEL OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0030 ***********************************************************************
 BA0030  DESIGNATION -  H 743
 BA0030  PID         -  BA0030
 BA0030  STATE/COUNTY-  TX/BREWSTER
 BA0030  USGS QUAD   -  SAN FRANCISCO SHUTUP (1983)
 BA0030
 BA0030                         *CURRENT SURVEY CONTROL
 BA0030  ___________________________________________________________________
 BA0030* NAD 83(1986)-  29 58 26.     (N)    102 39 04.     (W)     SCALED    
 BA0030* NAVD 88     -       802.398  (meters)    2632.53   (feet)  ADJUSTED  
 BA0030  ___________________________________________________________________
 BA0030  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BA0030  DYNAMIC HT  -         801.163 (meters)    2628.48  (feet)  COMP
 BA0030  MODELED GRAV-     979,077.5   (mgal)                       NAVD 88
 BA0030
 BA0030  VERT ORDER  -  FIRST     CLASS II
 BA0030
 BA0030.The horizontal coordinates were scaled from a topographic map and have
 BA0030.an estimated accuracy of +/- 6 seconds.
 BA0030
 BA0030.The orthometric height was determined by differential leveling
 BA0030.and adjusted by the National Geodetic Survey in June 1991..
 BA0030
 BA0030.The geoid height was determined by GEOID03.
 BA0030
 BA0030.The dynamic height is computed by dividing the NAVD 88
 BA0030.geopotential number by the normal gravity value computed on the
 BA0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0030.degrees latitude (g = 980.6199 gals.).
 BA0030
 BA0030.The modeled gravity was interpolated from observed gravity values.
 BA0030
 BA0030;                    North         East    Units  Estimated Accuracy
 BA0030;SPC TXSC     - 4,242,730.      247,710.      MT  (+/- 180 meters Scaled)
 BA0030
 BA0030                          SUPERSEDED SURVEY CONTROL
 BA0030
 BA0030  NGVD 29 (??/??/92)  802.123  (m)         2631.63   (f) ADJ UNCH    1 2
 BA0030
 BA0030.Superseded values are not recommended for survey control.
 BA0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0030.See file dsdata.txt to determine how the superseded data were derived.
 BA0030
 BA0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP266182(NAD 83)
 BA0030_MARKER: DB = BENCH MARK DISK
 BA0030_SETTING: 66 = SET IN ROCK OUTCROP
 BA0030_SP_SET: BEDROCK
 BA0030_STAMPING: H 743 1943
 BA0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0030+STABILITY: POSITION/ELEVATION WELL
 BA0030
 BA0030  HISTORY     - Date     Condition        Report By
 BA0030  HISTORY     - 1943     MONUMENTED       CGS
 BA0030  HISTORY     - 1958     GOOD             NGS
 BA0030
 BA0030                          STATION DESCRIPTION
 BA0030
 BA0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0030'17.45 MI S FROM LONGFELLOW.
 BA0030'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BA0030'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 15.65 MILES SOUTH
 BA0030'ALONG A DIRT ROAD, THENCE 0.8 MILE WEST ALONG THE SLAUGHTER RANCH
 BA0030'ROAD.  IN THE TOP OF THE LIMESTONE BEDROCK OF A WASH, 16 FEET NORTH OF
 BA0030'THE CENTER LINE OF THE ROAD, 8 FEET EAST OF THE WEST EDGE OF THE WASH,
 BA0030'AND ABOUT LEVEL WITH THE ROAD.  NOTE-- ABOUT 1.1 MILES NORTHEAST OF B.
 BA0030'M. G 743.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0083 ***********************************************************************
 BB0083  DESIGNATION -  H 744
 BB0083  PID         -  BB0083
 BB0083  STATE/COUNTY-  TX/PRESIDIO
 BB0083  USGS QUAD   -  MANZANILLO CANYON (1983)
 BB0083
 BB0083                         *CURRENT SURVEY CONTROL
 BB0083  ___________________________________________________________________
 BB0083* NAD 83(1986)-  29 31 39.     (N)    104 07 26.     (W)     SCALED    
 BB0083* NAVD 88     -      1047.824  (meters)    3437.74   (feet)  ADJUSTED  
 BB0083  ___________________________________________________________________
 BB0083  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 BB0083  DYNAMIC HT  -        1046.091 (meters)    3432.05  (feet)  COMP
 BB0083  MODELED GRAV-     978,953.7   (mgal)                       NAVD 88
 BB0083
 BB0083  VERT ORDER  -  FIRST     CLASS II
 BB0083
 BB0083.The horizontal coordinates were scaled from a topographic map and have
 BB0083.an estimated accuracy of +/- 6 seconds.
 BB0083
 BB0083.The orthometric height was determined by differential leveling
 BB0083.and adjusted by the National Geodetic Survey in June 1991..
 BB0083
 BB0083.The geoid height was determined by GEOID03.
 BB0083
 BB0083.The dynamic height is computed by dividing the NAVD 88
 BB0083.geopotential number by the normal gravity value computed on the
 BB0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0083.degrees latitude (g = 980.6199 gals.).
 BB0083
 BB0083.The modeled gravity was interpolated from observed gravity values.
 BB0083
 BB0083;                    North         East    Units  Estimated Accuracy
 BB0083;SPC TXSC     - 4,198,640.      103,510.      MT  (+/- 180 meters Scaled)
 BB0083
 BB0083                          SUPERSEDED SURVEY CONTROL
 BB0083
 BB0083  NGVD 29 (??/??/92) 1047.487  (m)         3436.63   (f) ADJ UNCH    1 2
 BB0083
 BB0083.Superseded values are not recommended for survey control.
 BB0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0083.See file dsdata.txt to determine how the superseded data were derived.
 BB0083
 BB0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN848667(NAD 83)
 BB0083_MARKER: DB = BENCH MARK DISK
 BB0083_SETTING: 66 = SET IN ROCK OUTCROP
 BB0083_SP_SET: ROCK OUTCROP
 BB0083_STAMPING: H 744 1943
 BB0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0083+STABILITY: POSITION/ELEVATION WELL
 BB0083
 BB0083  HISTORY     - Date     Condition        Report By
 BB0083  HISTORY     - 1943     MONUMENTED       CGS
 BB0083  HISTORY     - 1958     GOOD             NGS
 BB0083
 BB0083                          STATION DESCRIPTION
 BB0083
 BB0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0083'13.6 MI W FROM FOWLKES BROS RANCH.
 BB0083'ABOUT 13.6 MILES WEST ALONG A WINDING ROCKY TRAIL ROAD FROM THE
 BB0083'FOWLKES BROS. RANCH HOUSE, IN THE TOP OF A ROCK OUTCROP PROJECTING 10
 BB0083'INCHES, 102 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT
 BB0083'0.8 MILE WEST OF A WINDMILL AND STONE TANK, ABOUT 120 FEET
 BB0083'WEST-NORTHWEST OF THE CREST OF A SMALL RISE, 29 FEET SOUTH-SOUTHWEST
 BB0083'OF THE CENTER LINE OF THE OLD ROAD, AND ABOUT 6 FEET ABOVE THE LEVEL
 BB0083'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0054 ***********************************************************************
 BA0054  DESIGNATION -  H 745
 BA0054  PID         -  BA0054
 BA0054  STATE/COUNTY-  TX/BREWSTER
 BA0054  USGS QUAD   -  SOSA PEAK (1983)
 BA0054
 BA0054                         *CURRENT SURVEY CONTROL
 BA0054  ___________________________________________________________________
 BA0054* NAD 83(1986)-  29 46 03.     (N)    103 09 34.     (W)     SCALED    
 BA0054* NAVD 88     -       868.429  (meters)    2849.17   (feet)  ADJUSTED  
 BA0054  ___________________________________________________________________
 BA0054  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BA0054  DYNAMIC HT  -         867.050 (meters)    2844.65  (feet)  COMP
 BA0054  MODELED GRAV-     979,026.7   (mgal)                       NAVD 88
 BA0054
 BA0054  VERT ORDER  -  FIRST     CLASS II
 BA0054
 BA0054.The horizontal coordinates were scaled from a topographic map and have
 BA0054.an estimated accuracy of +/- 6 seconds.
 BA0054
 BA0054.The orthometric height was determined by differential leveling
 BA0054.and adjusted by the National Geodetic Survey in June 1991..
 BA0054
 BA0054.The geoid height was determined by GEOID03.
 BA0054
 BA0054.The dynamic height is computed by dividing the NAVD 88
 BA0054.geopotential number by the normal gravity value computed on the
 BA0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0054.degrees latitude (g = 980.6199 gals.).
 BA0054
 BA0054.The modeled gravity was interpolated from observed gravity values.
 BA0054
 BA0054;                    North         East    Units  Estimated Accuracy
 BA0054;SPC TXSC     - 4,221,510.      197,870.      MT  (+/- 180 meters Scaled)
 BA0054
 BA0054                          SUPERSEDED SURVEY CONTROL
 BA0054
 BA0054  NGVD 29 (??/??/92)  868.085  (m)         2848.04   (f) ADJ UNCH    1 2
 BA0054
 BA0054.Superseded values are not recommended for survey control.
 BA0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0054.See file dsdata.txt to determine how the superseded data were derived.
 BA0054
 BA0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN779944(NAD 83)
 BA0054_MARKER: DB = BENCH MARK DISK
 BA0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0054_STAMPING: H 745 1943
 BA0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0054+STABILITY: SURFACE MOTION
 BA0054
 BA0054  HISTORY     - Date     Condition        Report By
 BA0054  HISTORY     - 1943     MONUMENTED       CGS
 BA0054  HISTORY     - 1966     GOOD             NGS
 BA0054  HISTORY     - 1976     GOOD             USGS
 BA0054  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0054
 BA0054                          STATION DESCRIPTION
 BA0054
 BA0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0054'7.25 MI NE FROM PERSIMMON GAP.
 BA0054'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0054'PERSIMMON GAP, THENCE 0.65 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0054'THENCE 0.3 MILES WEST ALONG AN ABANDONED ROAD BED, 24 FEET NORTH OF
 BA0054'THE CENTERLINE OF THE OLD ROAD, 0.2 MILES WEST OF A GRAVEL WASH, ON
 BA0054'THE CREST OF A HILL, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 BA0054'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BA0054
 BA0054                          STATION RECOVERY (1976)
 BA0054
 BA0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0054'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE
 BA0054'INTERSECTION OF U.S. HIGHWAY 385 TEXAS FARM ROAD 2627, ABOUT 40
 BA0054'MILES, SOUTH OF MARATHON, GO NORTH ON U.S. HIGHWAY 385 FOR 4.6 MILES
 BA0054'TO A GRAVEL SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHEAST ON THE
 BA0054'GRAVEL ROAD FOR 0.6 MILE TO A REVERSE Y FORK WITH A DIRT SIDE ROAD
 BA0054'LEFT. TURN LEFT AND GO NORTH WEST FOR 0.5 MILE TO THE CREST OF A
 BA0054'SMALL HILL AND THE MARK ON THE RIGHT. THE MARK IS ABOUT 0.2 MILE
 BA0054'NORTHWEST OF A WASH, ABOUT 0.3 MILE NORTHEAST OF U.S. HIGHWAY 385 24
 BA0054'FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A WOODEN
 BA0054'WITNESS POST AND ABOUT ONE FOOT HIGHER THAN THE ROAD. IT IS A
 BA0054'STANDARD DISK SET IN THE TOP OF A SIX INCH SQUARE CONCRETE POST,
 BA0054'PROJECTING 4 INCHES, STAMPED H 745 1943.
 BA0054
 BA0054                          STATION RECOVERY (2001)
 BA0054
 BA0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0054'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0139 ***********************************************************************
 BA0139  DESIGNATION -  H 746
 BA0139  PID         -  BA0139
 BA0139  STATE/COUNTY-  TX/BREWSTER
 BA0139  USGS QUAD   -  MARISCAL MOUNTAIN (1971)
 BA0139
 BA0139                         *CURRENT SURVEY CONTROL
 BA0139  ___________________________________________________________________
 BA0139* NAD 83(1986)-  29 04 16.     (N)    103 12 35.     (W)     SCALED    
 BA0139* NAVD 88     -       690.336  (meters)    2264.88   (feet)  ADJUSTED  
 BA0139  ___________________________________________________________________
 BA0139  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BA0139  DYNAMIC HT  -         689.230 (meters)    2261.25  (feet)  COMP
 BA0139  MODELED GRAV-     979,020.1   (mgal)                       NAVD 88
 BA0139
 BA0139  VERT ORDER  -  FIRST     CLASS II
 BA0139
 BA0139.The horizontal coordinates were scaled from a topographic map and have
 BA0139.an estimated accuracy of +/- 6 seconds.
 BA0139
 BA0139.The orthometric height was determined by differential leveling
 BA0139.and adjusted by the National Geodetic Survey in June 1991..
 BA0139
 BA0139.The geoid height was determined by GEOID03.
 BA0139
 BA0139.The dynamic height is computed by dividing the NAVD 88
 BA0139.geopotential number by the normal gravity value computed on the
 BA0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0139.degrees latitude (g = 980.6199 gals.).
 BA0139
 BA0139.The modeled gravity was interpolated from observed gravity values.
 BA0139
 BA0139;                    North         East    Units  Estimated Accuracy
 BA0139;SPC TXSC     - 4,144,560.      190,230.      MT  (+/- 180 meters Scaled)
 BA0139
 BA0139                          SUPERSEDED SURVEY CONTROL
 BA0139
 BA0139  NGVD 29 (??/??/92)  689.966  (m)         2263.66   (f) ADJ UNCH    1 2
 BA0139
 BA0139.Superseded values are not recommended for survey control.
 BA0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0139.See file dsdata.txt to determine how the superseded data were derived.
 BA0139
 BA0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN742171(NAD 83)
 BA0139_MARKER: DB = BENCH MARK DISK
 BA0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0139_STAMPING: H 746 1943
 BA0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0139+STABILITY: SURFACE MOTION
 BA0139
 BA0139  HISTORY     - Date     Condition        Report By
 BA0139  HISTORY     - 1943     MONUMENTED       CGS
 BA0139  HISTORY     - 1958     GOOD             NGS
 BA0139
 BA0139                          STATION DESCRIPTION
 BA0139
 BA0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0139'28.5 MI E FROM CASTOLON.
 BA0139'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0139'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0139'5.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 5.9 MILES
 BA0139'NORTHEAST ALONG A GRADED DIRT ROAD.  33 FEET NORTHEAST OF THE CENTER
 BA0139'LINE OF THE ROAD, ABOUT 0.5 MILE NORTHWEST OF A DRAW, 2 FEET SOUTHWEST
 BA0139'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 BA0139'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0289 ***********************************************************************
 BP0289  DESIGNATION -  H 747
 BP0289  PID         -  BP0289
 BP0289  STATE/COUNTY-  TX/BREWSTER
 BP0289  USGS QUAD   -  MARATHON (1983)
 BP0289
 BP0289                         *CURRENT SURVEY CONTROL
 BP0289  ___________________________________________________________________
 BP0289* NAD 83(1986)-  30 12 22.     (N)    103 14 39.     (W)     SCALED    
 BP0289* NAVD 88     -      1234.984  (meters)    4051.78   (feet)  ADJUSTED  
 BP0289  ___________________________________________________________________
 BP0289  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BP0289  DYNAMIC HT  -        1232.969 (meters)    4045.17  (feet)  COMP
 BP0289  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 BP0289
 BP0289  VERT ORDER  -  FIRST     CLASS II
 BP0289
 BP0289.The horizontal coordinates were scaled from a topographic map and have
 BP0289.an estimated accuracy of +/- 6 seconds.
 BP0289
 BP0289.The orthometric height was determined by differential leveling
 BP0289.and adjusted by the National Geodetic Survey in June 1991..
 BP0289.WARNING-Repeat measurements at this control monument indicate possible
 BP0289.vertical movement.
 BP0289
 BP0289.The geoid height was determined by GEOID03.
 BP0289
 BP0289.The dynamic height is computed by dividing the NAVD 88
 BP0289.geopotential number by the normal gravity value computed on the
 BP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0289.degrees latitude (g = 980.6199 gals.).
 BP0289
 BP0289.The modeled gravity was interpolated from observed gravity values.
 BP0289
 BP0289;                    North         East    Units  Estimated Accuracy
 BP0289;SPC TXSC     - 4,270,390.      191,440.      MT  (+/- 180 meters Scaled)
 BP0289
 BP0289                          SUPERSEDED SURVEY CONTROL
 BP0289
 BP0289  NGVD 29 (??/??/92) 1234.572  (m)         4050.43   (f) ADJ UNCH    1 2
 BP0289
 BP0289.Superseded values are not recommended for survey control.
 BP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0289.See file dsdata.txt to determine how the superseded data were derived.
 BP0289
 BP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP690429(NAD 83)
 BP0289_MARKER: DB = BENCH MARK DISK
 BP0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0289_SP_SET: WATER TANK
 BP0289_STAMPING: H 747 1943
 BP0289_MARK LOGO: CGS   
 BP0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BP0289+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2004
 BP0289
 BP0289  HISTORY     - Date     Condition        Report By
 BP0289  HISTORY     - 1943     MONUMENTED       CGS
 BP0289  HISTORY     - 1957     GOOD             NGS
 BP0289  HISTORY     - 1981     GOOD             NGS
 BP0289  HISTORY     - 20010331 GOOD             NGS
 BP0289  HISTORY     - 20040228 GOOD             INDIV
 BP0289
 BP0289                          STATION DESCRIPTION
 BP0289
 BP0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0289'0.1 MI E FROM MARATHON.
 BP0289'ABOUT 0.1 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0289'STATION AT MARATHON, IN THE TOP OF THE CONCRETE FOUNDATION OF THE
 BP0289'SOUTHWEST LEG OF A RAILROAD WATER TANK, 54 FEET NORTH OF THE NORTH
 BP0289'RAIL OF THE MAIN TRACK, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK,
 BP0289'AND PROJECTING 2 FEET ABOVE THE GROUND.
 BP0289
 BP0289                          STATION RECOVERY (1981)
 BP0289
 BP0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0289'IN MARATHON, 106.7 METERS (350.1 FT) SOUTHEAST OF THE POST OFFICE, IN
 BP0289'THE CENTER OF THE CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF THE OLD
 BP0289'RAILROAD WATER TANK, 29.9 METERS (98.1 FT) SOUTH OF THE CENTERLINE OF
 BP0289'U.S. HIGHWAY 90 AND 16.5 METERS (54.1 FT) NORTH OF THE NEAR RAIL OF
 BP0289'THE SOUTHERN PACIFIC RAILROAD.  NOTE=THE DISK IS CORRODED AND THE
 BP0289'STAMPING IS VERY HARD TO READ.
 BP0289'THE MARK IS 0.3 M ABOVE THE GROUND.
 BP0289
 BP0289                          STATION RECOVERY (2001)
 BP0289
 BP0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0289'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BP0289
 BP0289                          STATION RECOVERY (2004)
 BP0289
 BP0289'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MBD)
 BP0289'STAMPING IS READILY VISIBLE. HANDHELD GPS COORDS N 30D 12' 20.7'' W
 BP0289'103D 14' 39.3''
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0176 ***********************************************************************
 BA0176  DESIGNATION -  H 748
 BA0176  PID         -  BA0176
 BA0176  STATE/COUNTY-  TX/BREWSTER
 BA0176  USGS QUAD   -  PANTHER JUNCTION (1971)
 BA0176
 BA0176                         *CURRENT SURVEY CONTROL
 BA0176  ___________________________________________________________________
 BA0176* NAD 83(1986)-  29 19 55.     (N)    103 10 18.     (W)     SCALED    
 BA0176* NAVD 88     -      1022.270  (meters)    3353.90   (feet)  ADJUSTED  
 BA0176  ___________________________________________________________________
 BA0176  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 BA0176  DYNAMIC HT  -        1020.595 (meters)    3348.40  (feet)  COMP
 BA0176  MODELED GRAV-     978,970.1   (mgal)                       NAVD 88
 BA0176
 BA0176  VERT ORDER  -  FIRST     CLASS II
 BA0176
 BA0176.The horizontal coordinates were scaled from a topographic map and have
 BA0176.an estimated accuracy of +/- 6 seconds.
 BA0176
 BA0176.The orthometric height was determined by differential leveling
 BA0176.and adjusted by the National Geodetic Survey in June 1991..
 BA0176
 BA0176.The geoid height was determined by GEOID03.
 BA0176
 BA0176.The dynamic height is computed by dividing the NAVD 88
 BA0176.geopotential number by the normal gravity value computed on the
 BA0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0176.degrees latitude (g = 980.6199 gals.).
 BA0176
 BA0176.The modeled gravity was interpolated from observed gravity values.
 BA0176
 BA0176;                    North         East    Units  Estimated Accuracy
 BA0176;SPC TXSC     - 4,173,310.      194,960.      MT  (+/- 180 meters Scaled)
 BA0176
 BA0176                          SUPERSEDED SURVEY CONTROL
 BA0176
 BA0176  NGVD 29 (??/??/92) 1021.869  (m)         3352.58   (f) ADJ UNCH    1 2
 BA0176
 BA0176.Superseded values are not recommended for survey control.
 BA0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0176.See file dsdata.txt to determine how the superseded data were derived.
 BA0176
 BA0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN775461(NAD 83)
 BA0176_MARKER: DB = BENCH MARK DISK
 BA0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0176_STAMPING: H 748 1943
 BA0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0176+STABILITY: SURFACE MOTION
 BA0176
 BA0176  HISTORY     - Date     Condition        Report By
 BA0176  HISTORY     - 1943     MONUMENTED       CGS
 BA0176  HISTORY     - 1958     GOOD             NGS
 BA0176
 BA0176                          STATION DESCRIPTION
 BA0176
 BA0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0176'12.95 MI NE FROM PARK HEADQUARTERS.
 BA0176'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0176'BUILDING, THENCE 6.2 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 6.25
 BA0176'MILES NORTHWEST ALONG AN ABANDONED ROAD.  31 FEET NORTHEAST OF THE
 BA0176'CENTER LINE OF THE ROAD, AT THE CREST OF A HILL, ABOUT MIDWAY BETWEEN
 BA0176'TWO DRAWS, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BA0176'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 BA0176'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0192 ***********************************************************************
 BA0192  DESIGNATION -  H 749
 BA0192  PID         -  BA0192
 BA0192  STATE/COUNTY-  TX/PRESIDIO
 BA0192  USGS QUAD   -  THE SOLITARIO (1971)
 BA0192
 BA0192                         *CURRENT SURVEY CONTROL
 BA0192  ___________________________________________________________________
 BA0192* NAD 83(1986)-  29 28 21.     (N)    103 52 04.     (W)     SCALED    
 BA0192* NAVD 88     -      1186.661  (meters)    3893.24   (feet)  POSTED    
 BA0192  ___________________________________________________________________
 BA0192  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0192  DYNAMIC HT  -        1184.680 (meters)    3886.74  (feet)  COMP
 BA0192  MODELED GRAV-     978,933.0   (mgal)                       NAVD 88
 BA0192
 BA0192  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0192
 BA0192.The horizontal coordinates were scaled from a topographic map and have
 BA0192.an estimated accuracy of +/- 6 seconds.
 BA0192
 BA0192.The orthometric height was determined by differential leveling
 BA0192.and adjusted by the National Geodetic Survey in 1992..
 BA0192.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0192.rate of 4.1 thru 8.0 mm/km.
 BA0192
 BA0192.The geoid height was determined by GEOID03.
 BA0192
 BA0192.The dynamic height is computed by dividing the NAVD 88
 BA0192.geopotential number by the normal gravity value computed on the
 BA0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0192.degrees latitude (g = 980.6199 gals.).
 BA0192
 BA0192.The modeled gravity was interpolated from observed gravity values.
 BA0192
 BA0192;                    North         East    Units  Estimated Accuracy
 BA0192;SPC TXSC     - 4,191,490.      128,060.      MT  (+/- 180 meters Scaled)
 BA0192
 BA0192                          SUPERSEDED SURVEY CONTROL
 BA0192
 BA0192  NGVD 29 (??/??/92) 1186.302  (m)         3892.06   (f) ADJ UNCH    1 2
 BA0192
 BA0192.Superseded values are not recommended for survey control.
 BA0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0192.See file dsdata.txt to determine how the superseded data were derived.
 BA0192
 BA0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN097608(NAD 83)
 BA0192_MARKER: DB = BENCH MARK DISK
 BA0192_SETTING: 66 = SET IN ROCK OUTCROP
 BA0192_SP_SET: ROCK OUTCROP
 BA0192_STAMPING: H 749 1943
 BA0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0192+STABILITY: POSITION/ELEVATION WELL
 BA0192
 BA0192  HISTORY     - Date     Condition        Report By
 BA0192  HISTORY     - 1943     MONUMENTED       CGS
 BA0192  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0192
 BA0192                          STATION DESCRIPTION
 BA0192
 BA0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0192'7.1 MI N FROM CRAWFORD RANCH HDQ.
 BA0192'7.1 MILES NORTH ON THE OLD MARFA-LAJITAS ROAD, 50 FEET EAST OF THE
 BA0192'CENTERLINE OF THE ROAD AT THE POINT WHERE THE ROAD CROSSES THE DRAW,
 BA0192'ON THE NORTH SIDE OF THE DRAW, IN A LOW RUGGED OUTCROP OF ROCK, AND
 BA0192'ABOUT 1 FOOT ABOVE THE BOTTOM OF THE CREEK BED.  A DISK, STAMPED H 749
 BA0192'1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0508 ***********************************************************************
 CA0508  DESIGNATION -  H 75
 CA0508  PID         -  CA0508
 CA0508  STATE/COUNTY-  TX/MCCULLOCH
 CA0508  USGS QUAD   -  MERCURY (1987)
 CA0508
 CA0508                         *CURRENT SURVEY CONTROL
 CA0508  ___________________________________________________________________
 CA0508* NAD 83(1986)-  31 26 17.     (N)    099 09 49.     (W)     SCALED    
 CA0508* NAVD 88     -       423.368  (meters)    1389.00   (feet)  POSTED    
 CA0508  ___________________________________________________________________
 CA0508  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CA0508  DYNAMIC HT  -         422.810 (meters)    1387.17  (feet)  COMP
 CA0508  MODELED GRAV-     979,300.2   (mgal)                       NAVD 88
 CA0508
 CA0508  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0508
 CA0508.The horizontal coordinates were scaled from a topographic map and have
 CA0508.an estimated accuracy of +/- 6 seconds.
 CA0508
 CA0508.The orthometric height was determined by differential leveling
 CA0508.and adjusted by the National Geodetic Survey in 1992..
 CA0508.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0508.rate of 0.0 thru 1.0 mm/km.
 CA0508
 CA0508.The geoid height was determined by GEOID03.
 CA0508
 CA0508.The dynamic height is computed by dividing the NAVD 88
 CA0508.geopotential number by the normal gravity value computed on the
 CA0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0508.degrees latitude (g = 980.6199 gals.).
 CA0508
 CA0508.The modeled gravity was interpolated from observed gravity values.
 CA0508
 CA0508;                    North         East    Units  Estimated Accuracy
 CA0508;SPC TX C     - 3,196,960.      811,190.      MT  (+/- 180 meters Scaled)
 CA0508
 CA0508                          SUPERSEDED SURVEY CONTROL
 CA0508
 CA0508  NGVD 29 (??/??/92)  423.254  (m)         1388.63   (f) ADJ UNCH    1 2
 CA0508
 CA0508.Superseded values are not recommended for survey control.
 CA0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0508.See file dsdata.txt to determine how the superseded data were derived.
 CA0508
 CA0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV844781(NAD 83)
 CA0508_MARKER: DB = BENCH MARK DISK
 CA0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0508_SP_SET: CULVERT
 CA0508_STAMPING: 1388.626 H 75 1931
 CA0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0508
 CA0508  HISTORY     - Date     Condition        Report By
 CA0508  HISTORY     - 1931     MONUMENTED       CGS
 CA0508  HISTORY     - 1935     GOOD             NGS
 CA0508  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0508
 CA0508                          STATION DESCRIPTION
 CA0508
 CA0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0508'1.7 MI N FROM MERCURY.
 CA0508'1.7 MILES NORTH ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY (NOW
 CA0508'PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM MERCURY,
 CA0508'MCCULLOCH COUNTY, ONE POLE NORTH OF MILEPOST 899, EAST OF THE TRACK,
 CA0508'AND IN THE LOWER STEP OF A STONE CULVERT.  A STANDARD DISK, STAMPED
 CA0508'1388.626 H 75 1931.
 CA0508
 CA0508                          STATION RECOVERY (1935)
 CA0508
 CA0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0508'RECOVERED IN GOOD CONDITION.
 CA0508
 CA0508                          STATION RECOVERY (1982)
 CA0508
 CA0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0009 ***********************************************************************
 AZ0009  DESIGNATION -  H 75
 AZ0009  PID         -  AZ0009
 AZ0009  STATE/COUNTY-  TX/EDWARDS
 AZ0009  USGS QUAD   -  CUB LAKE (1971)
 AZ0009
 AZ0009                         *CURRENT SURVEY CONTROL
 AZ0009  ___________________________________________________________________
 AZ0009* NAD 83(1986)-  29 57 46.     (N)    100 10 48.     (W)     SCALED    
 AZ0009* NAVD 88     -       714.021  (meters)    2342.58   (feet)  ADJUSTED  
 AZ0009  ___________________________________________________________________
 AZ0009  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 AZ0009  DYNAMIC HT  -         712.955 (meters)    2339.09  (feet)  COMP
 AZ0009  MODELED GRAV-     979,126.0   (mgal)                       NAVD 88
 AZ0009
 AZ0009  VERT ORDER  -  SECOND    CLASS 0
 AZ0009
 AZ0009.The horizontal coordinates were scaled from a topographic map and have
 AZ0009.an estimated accuracy of +/- 6 seconds.
 AZ0009
 AZ0009.The orthometric height was determined by differential leveling
 AZ0009.and adjusted by the National Geodetic Survey in June 1991..
 AZ0009
 AZ0009.The geoid height was determined by GEOID03.
 AZ0009
 AZ0009.The dynamic height is computed by dividing the NAVD 88
 AZ0009.geopotential number by the normal gravity value computed on the
 AZ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0009.degrees latitude (g = 980.6199 gals.).
 AZ0009
 AZ0009.The modeled gravity was interpolated from observed gravity values.
 AZ0009
 AZ0009;                    North         East    Units  Estimated Accuracy
 AZ0009;SPC TXSC     - 4,236,580.      486,110.      MT  (+/- 180 meters Scaled)
 AZ0009
 AZ0009                          SUPERSEDED SURVEY CONTROL
 AZ0009
 AZ0009  NGVD 29 (??/??/92)  713.948  (m)         2342.34   (f) ADJ UNCH    2 0
 AZ0009
 AZ0009.Superseded values are not recommended for survey control.
 AZ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0009.See file dsdata.txt to determine how the superseded data were derived.
 AZ0009
 AZ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU861152(NAD 83)
 AZ0009_MARKER: DD = SURVEY DISK
 AZ0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0009_SP_SET: CULVERT
 AZ0009_STAMPING: H 75 1923
 AZ0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0009
 AZ0009  HISTORY     - Date     Condition        Report By
 AZ0009  HISTORY     - 1923     MONUMENTED       USGS
 AZ0009  HISTORY     - 1940     GOOD             NGS
 AZ0009
 AZ0009                          STATION DESCRIPTION
 AZ0009
 AZ0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0009'4.3 MI SE FROM ROCKSPRINGS.
 AZ0009'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0009'AT ROCKSPRINGS, EDWARDS COUNTY, 75 FEET SOUTH OF THE STOCK PENS EAST
 AZ0009'OF THE HIGHWAY, AT A 2- BY 2-FOOT CONCRETE CULVERT, IN THE CENTER OF
 AZ0009'THE TOP OF THE WEST CONCRETE HEADWALL, 13 FEET WEST OF THE CENTERLINE
 AZ0009'OF THE HIGHWAY, AND 15 FEET EAST OF THE FENCE.  A UNITED STATES
 AZ0009'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 75 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0010 ***********************************************************************
 AZ0010  DESIGNATION -  H 75 RM
 AZ0010  PID         -  AZ0010
 AZ0010  STATE/COUNTY-  TX/EDWARDS
 AZ0010  USGS QUAD   -  CUB LAKE (1971)
 AZ0010
 AZ0010                         *CURRENT SURVEY CONTROL
 AZ0010  ___________________________________________________________________
 AZ0010* NAD 83(1986)-  29 57 46.     (N)    100 10 48.     (W)     SCALED    
 AZ0010* NAVD 88     -       714.023  (meters)    2342.59   (feet)  ADJUSTED  
 AZ0010  ___________________________________________________________________
 AZ0010  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 AZ0010  DYNAMIC HT  -         712.958 (meters)    2339.10  (feet)  COMP
 AZ0010  MODELED GRAV-     979,126.0   (mgal)                       NAVD 88
 AZ0010
 AZ0010  VERT ORDER  -  SECOND    CLASS 0
 AZ0010
 AZ0010.The horizontal coordinates were scaled from a topographic map and have
 AZ0010.an estimated accuracy of +/- 6 seconds.
 AZ0010
 AZ0010.The orthometric height was determined by differential leveling
 AZ0010.and adjusted by the National Geodetic Survey in June 1991..
 AZ0010
 AZ0010.The geoid height was determined by GEOID03.
 AZ0010
 AZ0010.The dynamic height is computed by dividing the NAVD 88
 AZ0010.geopotential number by the normal gravity value computed on the
 AZ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0010.degrees latitude (g = 980.6199 gals.).
 AZ0010
 AZ0010.The modeled gravity was interpolated from observed gravity values.
 AZ0010
 AZ0010;                    North         East    Units  Estimated Accuracy
 AZ0010;SPC TXSC     - 4,236,580.      486,110.      MT  (+/- 180 meters Scaled)
 AZ0010
 AZ0010                          SUPERSEDED SURVEY CONTROL
 AZ0010
 AZ0010  NGVD 29 (??/??/92)  713.950  (m)         2342.35   (f) ADJ UNCH    2 0
 AZ0010
 AZ0010.Superseded values are not recommended for survey control.
 AZ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0010.See file dsdata.txt to determine how the superseded data were derived.
 AZ0010
 AZ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU861152(NAD 83)
 AZ0010_MARKER: Q = CHISELED SQUARE
 AZ0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0010_SP_SET: CULVERT
 AZ0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0010
 AZ0010  HISTORY     - Date     Condition        Report By
 AZ0010  HISTORY     - UNK      MONUMENTED       USGS
 AZ0010  HISTORY     - 1939     GOOD             NGS
 AZ0010
 AZ0010                          STATION DESCRIPTION
 AZ0010
 AZ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 AZ0010'4.3 MI SE FROM ROCKSPRINGS.
 AZ0010'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0010'AT ROCKSPRINGS, EDWARDS COUNTY, ON THE TOP OF A CONCRETE CULVERT, AND
 AZ0010'24 FEET EAST OF BENCH MARK H 75 (USGS).  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0406 ***********************************************************************
 AM0406  DESIGNATION -  H 75 TX
 AM0406  PID         -  AM0406
 AM0406  STATE/COUNTY-  TX/BRAZORIA
 AM0406  USGS QUAD   -  
 AM0406
 AM0406                         *CURRENT SURVEY CONTROL
 AM0406  ___________________________________________________________________
 AM0406* NAD 83(1993)-  28 59 37.69759(N)    095 13 59.44915(W)     ADJUSTED  
 AM0406* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 AM0406  ___________________________________________________________________
 AM0406  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AM0406  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AM0406
 AM0406  HORZ ORDER  -  THIRD
 AM0406
 AM0406.The horizontal coordinates were established by classical geodetic methods
 AM0406.and adjusted by the National Geodetic Survey in February 1996..
 AM0406
 AM0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0406
 AM0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0406
 AM0406.The geoid height was determined by GEOID03.
 AM0406
 AM0406;                    North         East     Units Scale Factor Converg.
 AM0406;SPC TXSC     - 4,134,521.652   966,949.491   MT  0.99988085   +1 50 43.5
 AM0406;SPC TXSC     -13,564,676.45  3,172,400.12   sFT  0.99988085   +1 50 43.5
 AM0406;UTM  15      - 3,209,354.978   282,446.007   MT  1.00018409   -1 04 58.4
 AM0406
 AM0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0406!SPC TXSC     -   1.00000374  x   0.99988085  =   0.99988459
 AM0406!UTM  15      -   1.00000374  x   1.00018409  =   1.00018783
 AM0406
 AM0406:                Primary Azimuth Mark                     Grid Az
 AM0406:SPC TXSC     -  H 76 TX                                  227 18 41.6
 AM0406:UTM  15      -  H 76 TX                                  230 14 23.5
 AM0406
 AM0406|---------------------------------------------------------------------|
 AM0406| PID    Reference Object                     Distance      Geod. Az  |
 AM0406|                                                           dddmmss.s |
 AM0406| AM0407 H 76 TX                             APPROX. 1.4 KM 2290925.1 |
 AM0406|---------------------------------------------------------------------|
 AM0406
 AM0406                          SUPERSEDED SURVEY CONTROL
 AM0406
 AM0406  NAD 83(1986)-  28 59 37.70685(N)    095 13 59.42932(W) AD(       ) 3
 AM0406  NAD 27      -  28 59 36.82341(N)    095 13 58.66753(W) AD(       ) 3
 AM0406  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 AM0406
 AM0406.Superseded values are not recommended for survey control.
 AM0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0406.See file dsdata.txt to determine how the superseded data were derived.
 AM0406
 AM0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8244609355(NAD 83)
 AM0406_MARKER: DD = SURVEY DISK
 AM0406_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AM0406_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AM0406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AM0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0406+STABILITY: SURFACE MOTION
 AM0406
 AM0406  HISTORY     - Date     Condition        Report By
 AM0406  HISTORY     - 1979     MONUMENTED       NOS
 AM0406  HISTORY     - 1982     MARK NOT FOUND   NOS
 AM0406  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 AM0406  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0406  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AM0406
 AM0406                          STATION DESCRIPTION
 AM0406
 AM0406'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0406'THE STATION IS LOCATED 4.5 MILES NORTHEAST OF SURFSIDE.
 AM0406'
 AM0406'TO REACH FROM THE JUNCTION OF COUNTY ROADS 257 AND 332 IN SURFSIDE
 AM0406'GO NORTHEAST ON COUNTY ROAD 257 FOR 1.05 MILE TO A SIDE ROAD RIGHT
 AM0406'(BALANGER STREET), TURN RIGHT AND GO 0.05 MILE TO BEACH. TURN
 AM0406'LEFT AND GO NORTHEAST ON BEACH FOR 2.55 MILES TO ACCESS ROAD
 AM0406'FROM COUNTY ROAD 257 TO BEACH, CONTINUE NORTHEAST FOR 0.9 MILE
 AM0406'TO THE STATION ON DUNES TO LEFT.
 AM0406'
 AM0406'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 75 TX 1979---,
 AM0406'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN CONCRETE
 AM0406'AND PROJECTING 4 INCHES. IT IS 134 FEET EAST-NORTHEAST OF
 AM0406'NORTHERNMOST BEACHFRONT PORCHLEG OF AN ELEVATED BEACHHOUSE, 109
 AM0406'FEET SOUTHEAST OF POWER POLE NUMBER H O-68 HLP3 40-C5, 30 FEET
 AM0406'NORTHWEST OF THE HIGH WATER LINE AND 3.5 FEET SOUTH OF A METAL
 AM0406'WITNESS POST WITH SIGN ATTACHED.
 AM0406'
 AM0406'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AM0406
 AM0406                          STATION RECOVERY (1982)
 AM0406
 AM0406'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0406'STATION LOST TO BEACH EROSION.
 AM0406
 AM0406                          STATION RECOVERY (1996)
 AM0406
 AM0406'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0406'MARK NOT FOUND.
 AM0406
 AM0406                          STATION RECOVERY (2004)
 AM0406
 AM0406'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0406'MARK NOT FOUND.
 AM0406
 AM0406                          STATION RECOVERY (2005)
 AM0406
 AM0406'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0218 ***********************************************************************
 BA0218  DESIGNATION -  H 750
 BA0218  PID         -  BA0218
 BA0218  STATE/COUNTY-  TX/BREWSTER
 BA0218  USGS QUAD   -  AMARILLA MOUNTAIN (1971)
 BA0218
 BA0218                         *CURRENT SURVEY CONTROL
 BA0218  ___________________________________________________________________
 BA0218* NAD 83(1986)-  29 19 08.     (N)    103 39 12.     (W)     SCALED    
 BA0218* NAVD 88     -       951.483  (meters)    3121.66   (feet)  POSTED    
 BA0218  ___________________________________________________________________
 BA0218  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BA0218  DYNAMIC HT  -         949.930 (meters)    3116.56  (feet)  COMP
 BA0218  MODELED GRAV-     978,976.1   (mgal)                       NAVD 88
 BA0218
 BA0218  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0218
 BA0218.The horizontal coordinates were scaled from a topographic map and have
 BA0218.an estimated accuracy of +/- 6 seconds.
 BA0218
 BA0218.The orthometric height was determined by differential leveling
 BA0218.and adjusted by the National Geodetic Survey in 1992..
 BA0218.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0218.rate of 4.1 thru 8.0 mm/km.
 BA0218
 BA0218.The geoid height was determined by GEOID03.
 BA0218
 BA0218.The dynamic height is computed by dividing the NAVD 88
 BA0218.geopotential number by the normal gravity value computed on the
 BA0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0218.degrees latitude (g = 980.6199 gals.).
 BA0218
 BA0218.The modeled gravity was interpolated from observed gravity values.
 BA0218
 BA0218;                    North         East    Units  Estimated Accuracy
 BA0218;SPC TXSC     - 4,173,630.      148,160.      MT  (+/- 180 meters Scaled)
 BA0218
 BA0218                          SUPERSEDED SURVEY CONTROL
 BA0218
 BA0218  NGVD 29 (??/??/92)  951.038  (m)         3120.20   (f) ADJ UNCH    1 2
 BA0218
 BA0218.Superseded values are not recommended for survey control.
 BA0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0218.See file dsdata.txt to determine how the superseded data were derived.
 BA0218
 BA0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN307440(NAD 83)
 BA0218_MARKER: DB = BENCH MARK DISK
 BA0218_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0218_SP_SET: ROCK
 BA0218_STAMPING: H 750 1943
 BA0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0218
 BA0218  HISTORY     - Date     Condition        Report By
 BA0218  HISTORY     - 1943     MONUMENTED       CGS
 BA0218  HISTORY     - 1967     GOOD             NGS
 BA0218  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0218
 BA0218                          STATION DESCRIPTION
 BA0218
 BA0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0218'3.7 MI W FROM TERLINGUA.
 BA0218'ABOUT 0.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BA0218'TERLINGUA, THENCE 3.4 MILES WEST ALONG FARM ROAD 170, SET VERTICALLY
 BA0218'IN A LAYER OF ROCK, 21 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 BA0218'140 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A ROAD LEADING NORTH
 BA0218'TO THE D. J. WATTERS RANCH, ON THE SOUTHWEST SLOPE OF A HILL, 4 FEET
 BA0218'SOUTHWEST OF THE SOUTHWEST EDGE OF AN 8X8 FOOT VERTICAL PROSPECT
 BA0218'SHAFT, ABOUT 4 FEET ABOVE THE TOP OF THE EXCAVATION, AND ABOUT 5 FEET
 BA0218'ABOVE THE LEVEL OF THE ROAD.
 BA0218
 BA0218                          STATION RECOVERY (2001)
 BA0218
 BA0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0218'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0078 ***********************************************************************
 AW0078  DESIGNATION -  H 751
 AW0078  PID         -  AW0078
 AW0078  STATE/COUNTY-  TX/BRAZORIA
 AW0078  USGS QUAD   -  OYSTER CREEK (1974)
 AW0078
 AW0078                         *CURRENT SURVEY CONTROL
 AW0078  ___________________________________________________________________
 AW0078* NAD 83(1986)-  29 03 11.     (N)    095 20 03.     (W)     SCALED    
 AW0078* NAVD 88     -         1.71   (+/-2cm)       5.6    (feet)  VERTCON   
 AW0078  ___________________________________________________________________
 AW0078  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0078
 AW0078  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0078
 AW0078.The horizontal coordinates were scaled from a topographic map and have
 AW0078.an estimated accuracy of +/- 6 seconds.
 AW0078
 AW0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0078.The vertical order pertains to the NGVD 29 superseded value.
 AW0078
 AW0078.The geoid height was determined by GEOID03.
 AW0078
 AW0078;                    North         East    Units  Estimated Accuracy
 AW0078;SPC TXSC     - 4,140,770.      956,910.      MT  (+/- 180 meters Scaled)
 AW0078
 AW0078                          SUPERSEDED SURVEY CONTROL
 AW0078
 AW0078  NGVD 29 (??/??/92)    1.724  (m)            5.66   (f) ADJ UNCH    2 0
 AW0078
 AW0078.Superseded values are not recommended for survey control.
 AW0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0078.See file dsdata.txt to determine how the superseded data were derived.
 AW0078
 AW0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN727161(NAD 83)
 AW0078_MARKER: DB = BENCH MARK DISK
 AW0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0078_STAMPING: H 751 1942
 AW0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0078+STABILITY: SURFACE MOTION
 AW0078
 AW0078  HISTORY     - Date     Condition        Report By
 AW0078  HISTORY     - 1942     MONUMENTED       CGS
 AW0078  HISTORY     - 1971     GOOD             NGS
 AW0078  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0078  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0078
 AW0078                          STATION DESCRIPTION
 AW0078
 AW0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0078'8.1 MI SW FROM HOSKINS.
 AW0078'8.1 MILES SOUTHWEST ALONG A SHELL ROAD PARALLELING THE MISSOURI
 AW0078'PACIFIC RAILROAD FROM THE MAIN ENTRANCE TO THE FREEPOST SULPHUR CO.
 AW0078'PLANT AT HOSKINS, 7.4 MILES SOUTHWEST OF A RAILROAD UNDERPASS AT AN
 AW0078'T-ROAD INTERSECTION, 0.6 MILE NORTHEAST OF THE CROSSING OF OLD STATE
 AW0078'HIGHWAY 288 AND THE M.P.R.R. AT PHAIR, 0.1 MILE NORTHEAST OF A WOODEN
 AW0078'BRIDGE, 52 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, ON THE
 AW0078'OUTSIDE OF A CURVE IN THE ROAD, 3 FEET NORTHEAST OF A WHITE WOODEN
 AW0078'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 AW0078'STAMPED H 751 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW0078'0.5 FOOT ABOVE THE GROUND.
 AW0078
 AW0078                          STATION RECOVERY (1971)
 AW0078
 AW0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0078'RECOVERED IN GOOD CONDITION.
 AW0078
 AW0078                          STATION RECOVERY (1978)
 AW0078
 AW0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0078'NOT RECOVERED THIS DATE.
 AW0078
 AW0078                          STATION RECOVERY (2004)
 AW0078
 AW0078'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0019 ***********************************************************************
 AW0019  DESIGNATION -  H 752
 AW0019  PID         -  AW0019
 AW0019  STATE/COUNTY-  TX/BRAZORIA
 AW0019  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0019
 AW0019                         *CURRENT SURVEY CONTROL
 AW0019  ___________________________________________________________________
 AW0019* NAD 83(1986)-  29 13 09.     (N)    095 14 28.     (W)     SCALED    
 AW0019* NAVD 88     -         3.39   (+/-2cm)      11.1    (feet)  VERTCON   
 AW0019  ___________________________________________________________________
 AW0019  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW0019
 AW0019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0019
 AW0019.The horizontal coordinates were scaled from a topographic map and have
 AW0019.an estimated accuracy of +/- 6 seconds.
 AW0019
 AW0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0019.The vertical order pertains to the NGVD 29 superseded value.
 AW0019
 AW0019.The geoid height was determined by GEOID03.
 AW0019
 AW0019;                    North         East    Units  Estimated Accuracy
 AW0019;SPC TXSC     - 4,159,460.      965,380.      MT  (+/- 180 meters Scaled)
 AW0019
 AW0019                          SUPERSEDED SURVEY CONTROL
 AW0019
 AW0019  NGVD 29 (??/??/92)    3.388  (m)           11.12   (f) ADJ UNCH    2 0
 AW0019
 AW0019.Superseded values are not recommended for survey control.
 AW0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0019.See file dsdata.txt to determine how the superseded data were derived.
 AW0019
 AW0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN821343(NAD 83)
 AW0019_MARKER: DB = BENCH MARK DISK
 AW0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0019_STAMPING: H 752 1942
 AW0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0019+STABILITY: SURFACE MOTION
 AW0019
 AW0019  HISTORY     - Date     Condition        Report By
 AW0019  HISTORY     - 1942     MONUMENTED       CGS
 AW0019  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW0019  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0019  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0019
 AW0019                          STATION DESCRIPTION
 AW0019
 AW0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0019'6.7 MI SE FROM LIVERPOOL.
 AW0019'6.7 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AW0019'LIVERPOOL, 1.0 MILE SOUTH OF A CURVE IN THE ROAD AT THE NORTH END OF A
 AW0019'LONG TANGENT, AT A GATE AND A PRIVATE DRIVE ON THE EAST SIDE OF THE
 AW0019'ROAD, 180 FEET NORTH OF THE GATE AT THE PRIVATE ROAD, 38 FEET EAST OF
 AW0019'THE CENTERLINE OF THE SHELL ROAD, 6 FEET SOUTH OF THE SOUTH SIDE OF AN
 AW0019'ABANDONED GATE IN A FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AW0019'POST, 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1-1/2 FEET
 AW0019'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED H 752 1942 AND SET IN
 AW0019'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AW0019
 AW0019                          STATION RECOVERY (1963)
 AW0019
 AW0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW0019'MARK NOT FOUND.
 AW0019
 AW0019                          STATION RECOVERY (1978)
 AW0019
 AW0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0019'NOT RECOVERED THIS DATE.
 AW0019
 AW0019                          STATION RECOVERY (2004)
 AW0019
 AW0019'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1300 ***********************************************************************
 AW1300  DESIGNATION -  H 753 RESET
 AW1300  PID         -  AW1300
 AW1300  STATE/COUNTY-  TX/GALVESTON
 AW1300  USGS QUAD   -  DICKINSON (1997)
 AW1300
 AW1300                         *CURRENT SURVEY CONTROL
 AW1300  ___________________________________________________________________
 AW1300* NAD 83(1986)-  29 26 28.     (N)    095 05 33.     (W)     SCALED    
 AW1300* NAVD 88     -         5.22   (+/-2cm)      17.1    (feet)  VERTCON   
 AW1300  ___________________________________________________________________
 AW1300  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW1300  OBS GRAVITY -     979,270.1   (mgal)                       GRAV_OBS
 AW1300
 AW1300  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1300
 AW1300.The horizontal coordinates were scaled from a topographic map and have
 AW1300.an estimated accuracy of +/- 6 seconds.
 AW1300
 AW1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1300.The vertical order pertains to the NGVD 29 superseded value.
 AW1300
 AW1300.The geoid height was determined by GEOID03.
 AW1300.The observed gravity was obtained from relative gravimeter ties
 AW1300.to the IGSN71 gravity network.
 AW1300
 AW1300;                    North         East    Units  Estimated Accuracy
 AW1300;SPC TXSC     - 4,184,520.      978,990.      MT  (+/- 180 meters Scaled)
 AW1300
 AW1300                          SUPERSEDED SURVEY CONTROL
 AW1300
 AW1300  NGVD 29 (04/06/79)    5.213  (m)           17.10   (f) ADJUSTED    1 2
 AW1300
 AW1300.Superseded values are not recommended for survey control.
 AW1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1300.See file dsdata.txt to determine how the superseded data were derived.
 AW1300
 AW1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN970586(NAD 83)
 AW1300_MARKER: DB = BENCH MARK DISK
 AW1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1300_STAMPING: H 753 RESET 1951
 AW1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1300+STABILITY: SURFACE MOTION
 AW1300
 AW1300  HISTORY     - Date     Condition        Report By
 AW1300  HISTORY     - 1951     MONUMENTED       CGS
 AW1300  HISTORY     - 1973     GOOD             NGS
 AW1300  HISTORY     - 1978     GOOD             NGS
 AW1300  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1300  HISTORY     - 1990     GOOD             USPSQD
 AW1300
 AW1300                          STATION DESCRIPTION
 AW1300
 AW1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1300'2.8 MI SW FROM DICKINSON.
 AW1300'2.75 MILES SOUTHWEST ALONG FARM ROAD 517 FROM THE INTERSECTION OF
 AW1300'STATE HIGHWAY 3 AT DICKINSON, THENCE 0.05 MILE SOUTH ALONG FARM ROAD
 AW1300'646, 4.75 MILES NORTH OF ALTA LOMA, 0.3 MILE NORTH OF A LONG CONCRETE
 AW1300'BRIDGE OVER DICKINSON BAYOU, 52.0 FEET WEST OF THE CENTER LINE OF THE
 AW1300'ROAD, 112 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE SECOND TELEPHONE
 AW1300'POLE SOUTH OF THE JUNCTION, 34 FEET EAST OF AN EVERGREEN TREE, 1.0
 AW1300'FOOT WEST OF A FENCE, 0.5 FOOT NORTHWEST OF A WITNESS POST, ABOUT 1
 AW1300'FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW1300'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW1300
 AW1300                          STATION RECOVERY (1978)
 AW1300
 AW1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1300'RECOVERED IN GOOD CONDITION.
 AW1300
 AW1300                          STATION RECOVERY (1987)
 AW1300
 AW1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1300'NOT RECOVERED.
 AW1300
 AW1300                          STATION RECOVERY (1990)
 AW1300
 AW1300'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 AW1300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5498 ***********************************************************************
 AW5498  DESIGNATION -  H 753 RESET
 AW5498  PID         -  AW5498
 AW5498  STATE/COUNTY-  TX/GALVESTON
 AW5498  USGS QUAD   -  DICKINSON (1997)
 AW5498
 AW5498                         *CURRENT SURVEY CONTROL
 AW5498  ___________________________________________________________________
 AW5498* NAD 83(1986)-  29 26 28.     (N)    095 05 33.     (W)     SCALED    
 AW5498* NAVD 88     -         4.681  (meters)      15.36   (feet)  ADJUSTED  
 AW5498  ___________________________________________________________________
 AW5498  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW5498  DYNAMIC HT  -           4.675 (meters)      15.34  (feet)  COMP
 AW5498  MODELED GRAV-     979,268.9   (mgal)                       NAVD 88
 AW5498
 AW5498  VERT ORDER  -  FIRST     CLASS II
 AW5498
 AW5498.The horizontal coordinates were scaled from a topographic map and have
 AW5498.an estimated accuracy of +/- 6 seconds.
 AW5498
 AW5498.The orthometric height was determined by differential leveling
 AW5498.and adjusted by the National Geodetic Survey in June 1991..
 AW5498
 AW5498.The geoid height was determined by GEOID03.
 AW5498
 AW5498.The dynamic height is computed by dividing the NAVD 88
 AW5498.geopotential number by the normal gravity value computed on the
 AW5498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5498.degrees latitude (g = 980.6199 gals.).
 AW5498
 AW5498.The modeled gravity was interpolated from observed gravity values.
 AW5498
 AW5498;                    North         East    Units  Estimated Accuracy
 AW5498;SPC TXSC     - 4,184,520.      978,990.      MT  (+/- 180 meters Scaled)
 AW5498
 AW5498                          SUPERSEDED SURVEY CONTROL
 AW5498
 AW5498  NGVD 29 (12/23/87)    4.678  (m)           15.35   (f) ADJUSTED    1 2
 AW5498
 AW5498.Superseded values are not recommended for survey control.
 AW5498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5498.See file dsdata.txt to determine how the superseded data were derived.
 AW5498
 AW5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN970586(NAD 83)
 AW5498_MARKER: DB = BENCH MARK DISK
 AW5498_SETTING: 0 = UNSPECIFIED SETTING
 AW5498_SP_SET: CAST ALUMINUM MONUMENT
 AW5498_STAMPING: H 753 RESET 1978
 AW5498_MARK LOGO: NGS   
 AW5498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5498
 AW5498  HISTORY     - Date     Condition        Report By
 AW5498  HISTORY     - 1978     MONUMENTED       NGS
 AW5498  HISTORY     - 1987     GOOD             NGS
 AW5498  HISTORY     - 1991     GOOD             USPSQD
 AW5498  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AW5498  HISTORY     - 20030531 MARK NOT FOUND   USPSQD
 AW5498  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW5498
 AW5498                          STATION DESCRIPTION
 AW5498
 AW5498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5498'4.5 KM (2.8 MI) SW FROM DICKINSON.
 AW5498'.4 KM (2.75 MI) SOUTHWEST ALONG FM ROAD 517 FROM THE INTERSECTION OF
 AW5498'TATE HIGHWAY 3 IN DICKINSON, THENCE 0.08 KM (0.05 MI) SOUTH ALONG FM
 AW5498'OAD 646, ALSO 7.7 KM (4.75 MI) NORTH OF SANTA FE, 0.48 KM (0.3 MI)
 AW5498'ORTH OF A BRIDGE OVER DICKINSON BAYOU, 17.7 METERS (58.0 FT) WEST OF
 AW5498'HE CENTERLINE OF FM ROAD 646 SOUTHBOUND, 1.2 METERS (4.0 FT) NORTH
 AW5498'F A BRACE IN A FENCE, 1.2 METERS (4.0 FT) NORTH OF THE CONCRETE
 AW5498'IGHT OF WAY POST NUMBERED 256+00.  A RUBBING WAS TAKEN AND THE
 AW5498'ONUMENTATION IS AN NGS ALUMINUM BENCH MARK DISK STAMPED H 753 RESET
 AW5498'978 AND FLUSH WITH THE GROUND.
 AW5498'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 AW5498'THE MARK IS 0.6 M ABOVE THE ROAD.
 AW5498
 AW5498                          STATION RECOVERY (1991)
 AW5498
 AW5498'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW5498'RECOVERED IN GOOD CONDITION.
 AW5498
 AW5498                          STATION RECOVERY (1995)
 AW5498
 AW5498'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5498'MARK NOT FOUND.
 AW5498
 AW5498                          STATION RECOVERY (2003)
 AW5498
 AW5498'RECOVERY NOTE BY US POWER SQUADRON 2003 (KA)
 AW5498'MARK NOT FOUND.
 AW5498
 AW5498                          STATION RECOVERY (2004)
 AW5498
 AW5498'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5498'NEW STORE HERE. FOUND SEVEAL NEW DISK BY THD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1212 ***********************************************************************
 AW1212  DESIGNATION -  H 755
 AW1212  PID         -  AW1212
 AW1212  STATE/COUNTY-  TX/MATAGORDA
 AW1212  USGS QUAD   -  ASHWOOD (1980)
 AW1212
 AW1212                         *CURRENT SURVEY CONTROL
 AW1212  ___________________________________________________________________
 AW1212* NAD 83(1986)-  29 00 16.     (N)    095 51 43.     (W)     SCALED    
 AW1212* NAVD 88     -        11.98   (+/-2cm)      39.3    (feet)  VERTCON   
 AW1212  ___________________________________________________________________
 AW1212  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1212
 AW1212  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1212
 AW1212.The horizontal coordinates were scaled from a topographic map and have
 AW1212.an estimated accuracy of +/- 6 seconds.
 AW1212
 AW1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1212.The vertical order pertains to the NGVD 29 superseded value.
 AW1212
 AW1212.The geoid height was determined by GEOID03.
 AW1212
 AW1212;                    North         East    Units  Estimated Accuracy
 AW1212;SPC TXSC     - 4,133,890.      905,680.      MT  (+/- 180 meters Scaled)
 AW1212
 AW1212                          SUPERSEDED SURVEY CONTROL
 AW1212
 AW1212  NGVD 29 (??/??/92)   12.001  (m)           39.37   (f) ADJ UNCH    1 1
 AW1212
 AW1212.Superseded values are not recommended for survey control.
 AW1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1212.See file dsdata.txt to determine how the superseded data were derived.
 AW1212
 AW1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN211118(NAD 83)
 AW1212_MARKER: DB = BENCH MARK DISK
 AW1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1212_STAMPING: H 755 1943
 AW1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1212+STABILITY: SURFACE MOTION
 AW1212
 AW1212  HISTORY     - Date     Condition        Report By
 AW1212  HISTORY     - 1943     MONUMENTED       CGS
 AW1212  HISTORY     - 1972     GOOD             NGS
 AW1212  HISTORY     - 1978     GOOD             NGS
 AW1212
 AW1212                          STATION DESCRIPTION
 AW1212
 AW1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1212'6.9 MI NE FROM BAY CITY.
 AW1212'6.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1212'STATION AT BAY CITY, 44.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.5
 AW1212'FEET SOUTHEAST OF A FENCE, 0.8 FOOT NORTHWEST OF A WITNESS POST, ABOUT
 AW1212'2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 AW1212'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW1212
 AW1212                          STATION RECOVERY (1978)
 AW1212
 AW1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4334 ***********************************************************************
 AW4334  DESIGNATION -  H 756
 AW4334  PID         -  AW4334
 AW4334  STATE/COUNTY-  TX/BRAZORIA
 AW4334  USGS QUAD   -  ASHWOOD (1980)
 AW4334
 AW4334                         *CURRENT SURVEY CONTROL
 AW4334  ___________________________________________________________________
 AW4334* NAD 83(1986)-  29 04 31.     (N)    095 45 57.     (W)     SCALED    
 AW4334* NAVD 88     -        11.15   (+/-2cm)      36.6    (feet)  VERTCON   
 AW4334  ___________________________________________________________________
 AW4334  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW4334
 AW4334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4334
 AW4334.The horizontal coordinates were scaled from a topographic map and have
 AW4334.an estimated accuracy of +/- 6 seconds.
 AW4334
 AW4334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4334.The vertical order pertains to the NGVD 29 superseded value.
 AW4334
 AW4334.The geoid height was determined by GEOID03.
 AW4334
 AW4334;                    North         East    Units  Estimated Accuracy
 AW4334;SPC TXSC     - 4,141,990.      914,830.      MT  (+/- 180 meters Scaled)
 AW4334
 AW4334                          SUPERSEDED SURVEY CONTROL
 AW4334
 AW4334  NGVD 29 (??/??/92)   11.171  (m)           36.65   (f) ADJ UNCH    2 0
 AW4334
 AW4334.Superseded values are not recommended for survey control.
 AW4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4334.See file dsdata.txt to determine how the superseded data were derived.
 AW4334
 AW4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN307194(NAD 83)
 AW4334_MARKER: DB = BENCH MARK DISK
 AW4334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4334_SP_SET: CULVERT
 AW4334_STAMPING: H 756 1943
 AW4334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4334+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4334
 AW4334  HISTORY     - Date     Condition        Report By
 AW4334  HISTORY     - 1943     MONUMENTED       CGS
 AW4334  HISTORY     - 20041118 GOOD             USPSQD
 AW4334
 AW4334                          STATION DESCRIPTION
 AW4334
 AW4334'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4334'9.0 MI SW FROM WEST COLUMBIA.
 AW4334'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4334'SOUTHWESTERLY 9.0 MILES ALONG STATE HIGHWAY NO. 35 TO A LARGE
 AW4334'DOUBLE-ARCH CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS
 AW4334'ABOUT 1.0 MILE SOUTHWEST OF THE JUNCTION OF A CONCRETE ROAD LEADING
 AW4334'SOUTHEAST.  IT IS ABOUT 0.2 MILE NORTHEAST OF A SCHOOL HOUSE ON
 AW4334'NORTHWEST SIDE OF ROAD, 15.0 FEET NORTHWEST OF AND ABOUT 0.8 FOOT
 AW4334'ABOVE THE CENTERLINE OF THE HIGHWAY AND IS SET HORIZONTALLY IN THE TOP
 AW4334'SOUTHWEST END OF THE NORTHWEST HEADWALL OF THE DOUBLE-ARCH CONCRETE
 AW4334'CULVERT.
 AW4334
 AW4334                          STATION RECOVERY (2004)
 AW4334
 AW4334'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4334'6 INCHES BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4203 ***********************************************************************
 AW4203  DESIGNATION -  H 759
 AW4203  PID         -  AW4203
 AW4203  STATE/COUNTY-  TX/WHARTON
 AW4203  USGS QUAD   -  PLEDGER (1980)
 AW4203
 AW4203                         *CURRENT SURVEY CONTROL
 AW4203  ___________________________________________________________________
 AW4203* NAD 83(1986)-  29 12 25.     (N)    095 57 07.     (W)     SCALED    
 AW4203* NAVD 88     -        21.69   (+/-2cm)      71.2    (feet)  VERTCON   
 AW4203  ___________________________________________________________________
 AW4203  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW4203
 AW4203  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4203
 AW4203.The horizontal coordinates were scaled from a topographic map and have
 AW4203.an estimated accuracy of +/- 6 seconds.
 AW4203
 AW4203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4203.The vertical order pertains to the NGVD 29 superseded value.
 AW4203
 AW4203.The geoid height was determined by GEOID03.
 AW4203
 AW4203;                    North         East    Units  Estimated Accuracy
 AW4203;SPC TXSC     - 4,156,090.      896,330.      MT  (+/- 180 meters Scaled)
 AW4203
 AW4203                          SUPERSEDED SURVEY CONTROL
 AW4203
 AW4203  NGVD 29 (??/??/92)   21.70   (m)           71.2    (f) COMPUTED    2 0
 AW4203
 AW4203.Superseded values are not recommended for survey control.
 AW4203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4203.See file dsdata.txt to determine how the superseded data were derived.
 AW4203
 AW4203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN129345(NAD 83)
 AW4203_MARKER: DB = BENCH MARK DISK
 AW4203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4203_STAMPING: H 759 1943
 AW4203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4203+STABILITY: SURFACE MOTION
 AW4203
 AW4203  HISTORY     - Date     Condition        Report By
 AW4203  HISTORY     - 1943     MONUMENTED       CGS
 AW4203
 AW4203                          STATION DESCRIPTION
 AW4203
 AW4203'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4203'4.0 MI NE FROM CANE JUNCTION.
 AW4203'TO REACH FROM CANE JUNCTION ON THE SANTA FE RAILROAD.  PROCEED
 AW4203'NORTHEASTERLY 4.0 MILES ALONG RAILROAD TO MILE POST NO. 4 AND SITE OF
 AW4203'BENCH MARK.  BENCH MARK IS 6 1/2 POLES OF A SIGN POST AREY, 4 1/2
 AW4203'POLES SOUTHWEST OF A WAGON-ROAD CROSSING, 48.0 FEET SOUTHEAST OF AND
 AW4203'ABOUT 4.0 FEET BELOW THE CENTERLINE OF THE TRACK, 21.0 FEET SOUTHEAST
 AW4203'OF MILE POST NO. 4, 3.0 FEET SOUTHWEST OF A 4 BY 4 INCH WOODEN MARKER
 AW4203'POST AND 2.0 FEET NORTHWEST OF RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS
 AW4203'ABOUT 0.5 FOOT, SET IN A CONCRETE POST.  (ALSO ABOUT 2.6 MILES
 AW4203'SOUTHWEST OF NEW GULF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0603 ***********************************************************************
 CA0603  DESIGNATION -  H 76
 CA0603  PID         -  CA0603
 CA0603  STATE/COUNTY-  TX/CONCHO
 CA0603  USGS QUAD   -  CALLAN (1970)
 CA0603
 CA0603                         *CURRENT SURVEY CONTROL
 CA0603  ___________________________________________________________________
 CA0603* NAD 83(1986)-  31 05 53.     (N)    099 40 22.     (W)     SCALED    
 CA0603* NAVD 88     -       605.482  (meters)    1986.49   (feet)  POSTED    
 CA0603  ___________________________________________________________________
 CA0603  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CA0603  DYNAMIC HT  -         604.650 (meters)    1983.76  (feet)  COMP
 CA0603  MODELED GRAV-     979,245.8   (mgal)                       NAVD 88
 CA0603
 CA0603  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0603
 CA0603.The horizontal coordinates were scaled from a topographic map and have
 CA0603.an estimated accuracy of +/- 6 seconds.
 CA0603
 CA0603.The orthometric height was determined by differential leveling
 CA0603.and adjusted by the National Geodetic Survey in 1992..
 CA0603.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0603.rate of 0.0 thru 1.0 mm/km.
 CA0603
 CA0603.The geoid height was determined by GEOID03.
 CA0603
 CA0603.The dynamic height is computed by dividing the NAVD 88
 CA0603.geopotential number by the normal gravity value computed on the
 CA0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0603.degrees latitude (g = 980.6199 gals.).
 CA0603
 CA0603.The modeled gravity was interpolated from observed gravity values.
 CA0603
 CA0603;                    North         East    Units  Estimated Accuracy
 CA0603;SPC TX C     - 3,158,860.      763,010.      MT  (+/- 180 meters Scaled)
 CA0603
 CA0603                          SUPERSEDED SURVEY CONTROL
 CA0603
 CA0603  NGVD 29 (??/??/92)  605.391  (m)         1986.19   (f) ADJ UNCH    1 2
 CA0603
 CA0603.Superseded values are not recommended for survey control.
 CA0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0603.See file dsdata.txt to determine how the superseded data were derived.
 CA0603
 CA0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV358406(NAD 83)
 CA0603_MARKER: DB = BENCH MARK DISK
 CA0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0603_STAMPING: 1986.187 H 76 1931
 CA0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0603+STABILITY: SURFACE MOTION
 CA0603
 CA0603  HISTORY     - Date     Condition        Report By
 CA0603  HISTORY     - 1931     MONUMENTED       CGS
 CA0603  HISTORY     - 1970     GOOD             USGS
 CA0603
 CA0603                          STATION DESCRIPTION
 CA0603
 CA0603'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CA0603'3.1 MI N FROM CALLAN.
 CA0603'IN CONCHO COUNTY, 3.1 MILES NORTHEAST ALONG THE GULF-- COLORADO AND
 CA0603'SANTA FE RAILWAY FROM CALLAN, MENARD COUNTY.  0.6 MILES SOUTHWEST OF A
 CA0603'RAILROAD CROSSING.  17 1/2 POLES SOUTHWEST OF MILEPOST 208.  47 FEET
 CA0603'SOUTHEAST OF THE TRACK.  2 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE. A
 CA0603'STANDARD DISK STAMPED 1986.187 H 76 1931 AND SET IN THE TOP OF A
 CA0603'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0005 ***********************************************************************
 AZ0005  DESIGNATION -  H 76
 AZ0005  PID         -  AZ0005
 AZ0005  STATE/COUNTY-  TX/EDWARDS
 AZ0005  USGS QUAD   -  CUB LAKE (1971)
 AZ0005
 AZ0005                         *CURRENT SURVEY CONTROL
 AZ0005  ___________________________________________________________________
 AZ0005* NAD 83(1986)-  29 59 49.     (N)    100 11 56.     (W)     SCALED    
 AZ0005* NAVD 88     -       728.331  (meters)    2389.53   (feet)  ADJUSTED  
 AZ0005  ___________________________________________________________________
 AZ0005  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AZ0005  DYNAMIC HT  -         727.247 (meters)    2385.98  (feet)  COMP
 AZ0005  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 AZ0005
 AZ0005  VERT ORDER  -  SECOND    CLASS 0
 AZ0005
 AZ0005.The horizontal coordinates were scaled from a topographic map and have
 AZ0005.an estimated accuracy of +/- 6 seconds.
 AZ0005
 AZ0005.The orthometric height was determined by differential leveling
 AZ0005.and adjusted by the National Geodetic Survey in June 1991..
 AZ0005
 AZ0005.The geoid height was determined by GEOID03.
 AZ0005
 AZ0005.The dynamic height is computed by dividing the NAVD 88
 AZ0005.geopotential number by the normal gravity value computed on the
 AZ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0005.degrees latitude (g = 980.6199 gals.).
 AZ0005
 AZ0005.The modeled gravity was interpolated from observed gravity values.
 AZ0005
 AZ0005;                    North         East    Units  Estimated Accuracy
 AZ0005;SPC TXSC     - 4,240,380.      484,330.      MT  (+/- 180 meters Scaled)
 AZ0005
 AZ0005                          SUPERSEDED SURVEY CONTROL
 AZ0005
 AZ0005  NGVD 29 (??/??/92)  728.261  (m)         2389.30   (f) ADJ UNCH    2 0
 AZ0005
 AZ0005.Superseded values are not recommended for survey control.
 AZ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0005.See file dsdata.txt to determine how the superseded data were derived.
 AZ0005
 AZ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU843190(NAD 83)
 AZ0005_MARKER: DD = SURVEY DISK
 AZ0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0005_SP_SET: CULVERT
 AZ0005_STAMPING: H 76 1923
 AZ0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0005
 AZ0005  HISTORY     - Date     Condition        Report By
 AZ0005  HISTORY     - 1923     MONUMENTED       USGS
 AZ0005  HISTORY     - 1940     GOOD             NGS
 AZ0005
 AZ0005                          STATION DESCRIPTION
 AZ0005
 AZ0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AZ0005'1.6 MI SE FROM ROCKSPRINGS.
 AZ0005'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0005'AT ROCKSPRINGS, EDWARDS COUNTY, 97 PACES WEST OF A DIRT ROAD LEADING
 AZ0005'EAST, IN A CONCRETE CULVERT, AND AT THE NORTH EDGE OF THE HIGHWAY.  A
 AZ0005'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 76 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0006 ***********************************************************************
 AZ0006  DESIGNATION -  H 76 RM
 AZ0006  PID         -  AZ0006
 AZ0006  STATE/COUNTY-  TX/EDWARDS
 AZ0006  USGS QUAD   -  CUB LAKE (1971)
 AZ0006
 AZ0006                         *CURRENT SURVEY CONTROL
 AZ0006  ___________________________________________________________________
 AZ0006* NAD 83(1986)-  29 59 49.     (N)    100 11 56.     (W)     SCALED    
 AZ0006* NAVD 88     -       728.501  (meters)    2390.09   (feet)  ADJUSTED  
 AZ0006  ___________________________________________________________________
 AZ0006  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AZ0006  DYNAMIC HT  -         727.416 (meters)    2386.53  (feet)  COMP
 AZ0006  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 AZ0006
 AZ0006  VERT ORDER  -  SECOND    CLASS 0
 AZ0006
 AZ0006.The horizontal coordinates were scaled from a topographic map and have
 AZ0006.an estimated accuracy of +/- 6 seconds.
 AZ0006
 AZ0006.The orthometric height was determined by differential leveling
 AZ0006.and adjusted by the National Geodetic Survey in June 1991..
 AZ0006
 AZ0006.The geoid height was determined by GEOID03.
 AZ0006
 AZ0006.The dynamic height is computed by dividing the NAVD 88
 AZ0006.geopotential number by the normal gravity value computed on the
 AZ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0006.degrees latitude (g = 980.6199 gals.).
 AZ0006
 AZ0006.The modeled gravity was interpolated from observed gravity values.
 AZ0006
 AZ0006;                    North         East    Units  Estimated Accuracy
 AZ0006;SPC TXSC     - 4,240,380.      484,330.      MT  (+/- 180 meters Scaled)
 AZ0006
 AZ0006                          SUPERSEDED SURVEY CONTROL
 AZ0006
 AZ0006  NGVD 29 (??/??/92)  728.431  (m)         2389.86   (f) ADJ UNCH    2 0
 AZ0006
 AZ0006.Superseded values are not recommended for survey control.
 AZ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0006.See file dsdata.txt to determine how the superseded data were derived.
 AZ0006
 AZ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU843190(NAD 83)
 AZ0006_MARKER: Q = CHISELED SQUARE
 AZ0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0006_SP_SET: CULVERT
 AZ0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0006
 AZ0006  HISTORY     - Date     Condition        Report By
 AZ0006  HISTORY     - UNK      MONUMENTED       USGS
 AZ0006  HISTORY     - 1939     GOOD             NGS
 AZ0006
 AZ0006                          STATION DESCRIPTION
 AZ0006
 AZ0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 AZ0006'1.6 MI SE FROM ROCKSPRINGS.
 AZ0006'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 55 FROM THE COUNTY COURTHOUSE
 AZ0006'AT ROCKSPRINGS, EDWARDS COUNTY, ON THE TOP OF A CONCRETE CULVERT, AND
 AZ0006'27.6 FEET SOUTH OF BENCH MARK H 76 (USGS).  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0407 ***********************************************************************
 AM0407  DESIGNATION -  H 76 TX
 AM0407  PID         -  AM0407
 AM0407  STATE/COUNTY-  TX/BRAZORIA
 AM0407  USGS QUAD   -  
 AM0407
 AM0407                         *CURRENT SURVEY CONTROL
 AM0407  ___________________________________________________________________
 AM0407* NAD 83(1993)-  28 59 08.22678(N)    095 14 38.21925(W)     ADJUSTED  
 AM0407* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 AM0407  ___________________________________________________________________
 AM0407  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AM0407  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AM0407
 AM0407  HORZ ORDER  -  THIRD
 AM0407
 AM0407.The horizontal coordinates were established by classical geodetic methods
 AM0407.and adjusted by the National Geodetic Survey in February 1996..
 AM0407
 AM0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0407
 AM0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0407
 AM0407.The geoid height was determined by GEOID03.
 AM0407
 AM0407;                    North         East     Units Scale Factor Converg.
 AM0407;SPC TXSC     - 4,133,581.148   965,929.863   MT  0.99988170   +1 50 24.5
 AM0407;SPC TXSC     -13,561,590.82  3,169,054.89   sFT  0.99988170   +1 50 24.5
 AM0407;UTM  15      - 3,208,467.516   281,379.340   MT  1.00018984   -1 05 16.2
 AM0407
 AM0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0407!SPC TXSC     -   1.00000374  x   0.99988170  =   0.99988544
 AM0407!UTM  15      -   1.00000374  x   1.00018984  =   1.00019358
 AM0407
 AM0407:                Primary Azimuth Mark                     Grid Az
 AM0407:SPC TXSC     -  SKEET RESET                              229 08 12.6
 AM0407:UTM  15      -  SKEET RESET                              232 03 53.3
 AM0407
 AM0407|---------------------------------------------------------------------|
 AM0407| PID    Reference Object                     Distance      Geod. Az  |
 AM0407|                                                           dddmmss.s |
 AM0407| AM0417 SKEET RESET                         APPROX. 1.1 KM 2305837.1 |
 AM0407| AM0444 SURFSIDE RADIO MAST                 APPROX. 2.6 KM 2374950.3 |
 AM0407|---------------------------------------------------------------------|
 AM0407
 AM0407                          SUPERSEDED SURVEY CONTROL
 AM0407
 AM0407  NAD 83(1986)-  28 59 08.23593(N)    095 14 38.19942(W) AD(       ) 3
 AM0407  NAD 27      -  28 59 07.35193(N)    095 14 37.43530(W) AD(       ) 3
 AM0407  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 AM0407
 AM0407.Superseded values are not recommended for survey control.
 AM0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0407.See file dsdata.txt to determine how the superseded data were derived.
 AM0407
 AM0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8137908468(NAD 83)
 AM0407_MARKER: DD = SURVEY DISK
 AM0407_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AM0407_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AM0407_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AM0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0407+STABILITY: SURFACE MOTION
 AM0407
 AM0407  HISTORY     - Date     Condition        Report By
 AM0407  HISTORY     - 1979     MONUMENTED       NOS
 AM0407  HISTORY     - 1982     MARK NOT FOUND   NOS
 AM0407  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 AM0407  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0407  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AM0407
 AM0407                          STATION DESCRIPTION
 AM0407
 AM0407'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0407'THE STATION IS LOCATED 3.6 MILES NORTHEAST OF SURFSIDE.
 AM0407'
 AM0407'TO REACH FROM THE JUNCTION OF COUNTY ROADS 257 AND 332 IN SURFSIDE
 AM0407'GO NORTHEAST ON COOUNTY ROAD 257 FOR 1.05 MILE TO A SIDE ROAD
 AM0407'RIGHT (BALANGER STREET), TURN RIGHT AND GO 0.05 MILE TO BEACH.
 AM0407'TURN LEFT AND GO NORTHEAST ON BEACH FOR 2.55 MILES TO A SAND
 AM0407'ROAD LEFT AND STATION ON DUNE ON SOUTHWEST CORNER OF INTERSECTION.
 AM0407'
 AM0407'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 76 TX 1979---,
 AM0407'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN CONCRETE
 AM0407'AND PROJECTING 4 INCHES. IT IS 32 FEET SOUTHWEST OF THE CENTER
 AM0407'OF THE SAND ROAD AND 2.5 FEET SOUTH OF A WOODEN WITNESS POST
 AM0407'WITH SIGN ATTACHED.
 AM0407'
 AM0407'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AM0407
 AM0407                          STATION RECOVERY (1982)
 AM0407
 AM0407'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0407'STATION LOST TO BEACH EROSION.
 AM0407
 AM0407                          STATION RECOVERY (1996)
 AM0407
 AM0407'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0407'MARK NOT FOUND.
 AM0407
 AM0407                          STATION RECOVERY (2004)
 AM0407
 AM0407'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0407'MARK NOT FOUND.
 AM0407
 AM0407                          STATION RECOVERY (2005)
 AM0407
 AM0407'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0358 ***********************************************************************
 AX0358  DESIGNATION -  H 762
 AX0358  PID         -  AX0358
 AX0358  STATE/COUNTY-  TX/WHARTON
 AX0358  USGS QUAD   -  LOUISE (1981)
 AX0358
 AX0358                         *CURRENT SURVEY CONTROL
 AX0358  ___________________________________________________________________
 AX0358* NAD 83(1986)-  29 05 02.     (N)    096 26 51.     (W)     SCALED    
 AX0358* NAVD 88     -        22.12   (+/-2cm)      72.6    (feet)  VERTCON   
 AX0358  ___________________________________________________________________
 AX0358  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0358
 AX0358  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0358
 AX0358.The horizontal coordinates were scaled from a topographic map and have
 AX0358.an estimated accuracy of +/- 6 seconds.
 AX0358
 AX0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0358.The vertical order pertains to the NGVD 29 superseded value.
 AX0358
 AX0358.The geoid height was determined by GEOID03.
 AX0358
 AX0358;                    North         East    Units  Estimated Accuracy
 AX0358;SPC TXSC     - 4,141,310.      848,460.      MT  (+/- 180 meters Scaled)
 AX0358
 AX0358                          SUPERSEDED SURVEY CONTROL
 AX0358
 AX0358  NGVD 29 (??/??/92)   22.124  (m)           72.59   (f) ADJ UNCH    2 0
 AX0358
 AX0358.Superseded values are not recommended for survey control.
 AX0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0358.See file dsdata.txt to determine how the superseded data were derived.
 AX0358
 AX0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT484199(NAD 83)
 AX0358_MARKER: DB = BENCH MARK DISK
 AX0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0358_STAMPING: H 762 1943
 AX0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0358+STABILITY: SURFACE MOTION
 AX0358
 AX0358  HISTORY     - Date     Condition        Report By
 AX0358  HISTORY     - 1943     MONUMENTED       CGS
 AX0358  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0358  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0358
 AX0358                          STATION DESCRIPTION
 AX0358
 AX0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0358'2.8 MI SW FROM LOUISE.
 AX0358'2.8 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0358'STATION AT LOUISE, WHARTON COUNTY, 430 FEET SOUTHWEST OF MILEPOST 52,
 AX0358'360 FEET NORTHEAST OF THE WHARTON-JACKSON COUNTY LINE, 44 FEET
 AX0358'NORTHWEST OF THE NORTHWEST RAIL, 51.6 FEET SOUTHEAST OF THE CENTER
 AX0358'LINE OF U.S. HIGHWAY 59, 4.5 FEET EAST OF A POLE, 3 FEET SOUTHWEST OF
 AX0358'A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK. A
 AX0358'STANDARD DISK, STAMPED H 762 1943 AND SET IN THE TOP OF A CONCRETE
 AX0358'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AX0358
 AX0358                          STATION RECOVERY (1987)
 AX0358
 AX0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0358'NOT RECOVERED.
 AX0358
 AX0358                          STATION RECOVERY (1998)
 AX0358
 AX0358'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0928 ***********************************************************************
 AJ0928  DESIGNATION -  H 763
 AJ0928  PID         -  AJ0928
 AJ0928  STATE/COUNTY-  TX/WEBB
 AJ0928  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0928
 AJ0928                         *CURRENT SURVEY CONTROL
 AJ0928  ___________________________________________________________________
 AJ0928* NAD 83(1986)-  27 20 30.     (N)    099 08 26.     (W)     SCALED    
 AJ0928* NAVD 88     -       165.768  (meters)     543.86   (feet)  POSTED    
 AJ0928  ___________________________________________________________________
 AJ0928  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AJ0928  DYNAMIC HT  -         165.500 (meters)     542.98  (feet)  COMP
 AJ0928  MODELED GRAV-     979,043.9   (mgal)                       NAVD 88
 AJ0928
 AJ0928  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0928
 AJ0928.The horizontal coordinates were scaled from a topographic map and have
 AJ0928.an estimated accuracy of +/- 6 seconds.
 AJ0928
 AJ0928.The orthometric height was determined by differential leveling
 AJ0928.and adjusted by the National Geodetic Survey in 1992..
 AJ0928.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0928.rate of 1.1 thru 2.0 mm/km.
 AJ0928
 AJ0928.The geoid height was determined by GEOID03.
 AJ0928
 AJ0928.The dynamic height is computed by dividing the NAVD 88
 AJ0928.geopotential number by the normal gravity value computed on the
 AJ0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0928.degrees latitude (g = 980.6199 gals.).
 AJ0928
 AJ0928.The modeled gravity was interpolated from observed gravity values.
 AJ0928
 AJ0928;                    North         East    Units  Estimated Accuracy
 AJ0928;SPC TX S     - 5,185,740.      236,620.      MT  (+/- 180 meters Scaled)
 AJ0928
 AJ0928                          SUPERSEDED SURVEY CONTROL
 AJ0928
 AJ0928  NGVD 29 (??/??/92)  165.802  (m)          543.97   (f) ADJ UNCH    2 0
 AJ0928
 AJ0928.Superseded values are not recommended for survey control.
 AJ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0928.See file dsdata.txt to determine how the superseded data were derived.
 AJ0928
 AJ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR860242(NAD 83)
 AJ0928_MARKER: DB = BENCH MARK DISK
 AJ0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0928_STAMPING: H 763 1943
 AJ0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0928+STABILITY: SURFACE MOTION
 AJ0928
 AJ0928  HISTORY     - Date     Condition        Report By
 AJ0928  HISTORY     - 1943     MONUMENTED       CGS
 AJ0928  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0928
 AJ0928                          STATION DESCRIPTION
 AJ0928
 AJ0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0928'8.0 MI S FROM AGUILARES.
 AJ0928'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0928'AGUILARES-- PROCEED 8.0 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE OF
 AJ0928'BENCH MARK.  BENCH MARK IS ON THE TOP OF A HILL, ABOUT 0.75 MILE NORTH
 AJ0928'OF A WOODEN BRIDGE OVER A CREEK AND 28.0 FEET WEST OF AND ABOUT 1.0
 AJ0928'FOOT ABOVE THE CENTERLINE OF ROAD.  IT IS 1.0 FOOT EAST OF THE
 AJ0928'RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AJ0928'POST.  MONUMENT PROJECTS 0.4 FOOT.
 AJ0928
 AJ0928                          STATION RECOVERY (1975)
 AJ0928
 AJ0928'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1000 ***********************************************************************
 AJ1000  DESIGNATION -  H 764
 AJ1000  PID         -  AJ1000
 AJ1000  STATE/COUNTY-  TX/ZAPATA
 AJ1000  USGS QUAD   -  ESCOBAS (1980)
 AJ1000
 AJ1000                         *CURRENT SURVEY CONTROL
 AJ1000  ___________________________________________________________________
 AJ1000* NAD 83(1986)-  27 05 41.     (N)    099 02 52.     (W)     SCALED    
 AJ1000* NAVD 88     -       133.846  (meters)     439.13   (feet)  POSTED    
 AJ1000  ___________________________________________________________________
 AJ1000  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AJ1000  DYNAMIC HT  -         133.630 (meters)     438.42  (feet)  COMP
 AJ1000  MODELED GRAV-     979,029.8   (mgal)                       NAVD 88
 AJ1000
 AJ1000  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ1000
 AJ1000.The horizontal coordinates were scaled from a topographic map and have
 AJ1000.an estimated accuracy of +/- 6 seconds.
 AJ1000
 AJ1000.The orthometric height was determined by differential leveling
 AJ1000.and adjusted by the National Geodetic Survey in 1992..
 AJ1000.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ1000.rate of 1.1 thru 2.0 mm/km.
 AJ1000
 AJ1000.The geoid height was determined by GEOID03.
 AJ1000
 AJ1000.The dynamic height is computed by dividing the NAVD 88
 AJ1000.geopotential number by the normal gravity value computed on the
 AJ1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1000.degrees latitude (g = 980.6199 gals.).
 AJ1000
 AJ1000.The modeled gravity was interpolated from observed gravity values.
 AJ1000
 AJ1000;                    North         East    Units  Estimated Accuracy
 AJ1000;SPC TX S     - 5,158,330.      245,680.      MT  (+/- 180 meters Scaled)
 AJ1000
 AJ1000                          SUPERSEDED SURVEY CONTROL
 AJ1000
 AJ1000  NGVD 29 (??/??/92)  133.878  (m)          439.23   (f) ADJ UNCH    2 0
 AJ1000
 AJ1000.Superseded values are not recommended for survey control.
 AJ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1000.See file dsdata.txt to determine how the superseded data were derived.
 AJ1000
 AJ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ952969(NAD 83)
 AJ1000_MARKER: DB = BENCH MARK DISK
 AJ1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1000_STAMPING: H 764 1943
 AJ1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1000+STABILITY: SURFACE MOTION
 AJ1000
 AJ1000  HISTORY     - Date     Condition        Report By
 AJ1000  HISTORY     - 1943     MONUMENTED       CGS
 AJ1000  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ1000
 AJ1000                          STATION DESCRIPTION
 AJ1000
 AJ1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ1000'26.2 MI S FROM MIRANDO CITY.
 AJ1000'TO REACH FROM THE POST OFFICE AT MIRANDO CITY-- PROCEED 14.7 MILES
 AJ1000'SOUTHERLY ALONG AN IMPROVED AND DIRT COUNTY ROAD TO A SIDE ROAD
 AJ1000'RUNNING PARALLEL WITH A PIPELINE LEADING SOUTHWEST, THENCE 11.5 MILE
 AJ1000'SOUTHWESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE
 AJ1000'NORTHEAST OF JENNINGS STATION (UNITED GAS PIPELINE STATION) ABOUT 0.15
 AJ1000'MILE SOUTHWEST OF A WIND CHARGER, AND ABOUT 360.0 FEET SOUTHWEST OF A
 AJ1000'GATE.  IT IS 11.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS
 AJ1000'THE CENTERLINE OF ROAD, 2.6 FEET EAST OF A TELEPHONE POLE, AND 3.0
 AJ1000'FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AJ1000'0.2 FOOT.
 AJ1000
 AJ1000                          STATION RECOVERY (1975)
 AJ1000
 AJ1000'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1020 ***********************************************************************
 AX1020  DESIGNATION -  H 766
 AX1020  PID         -  AX1020
 AX1020  STATE/COUNTY-  TX/FAYETTE
 AX1020  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1020
 AX1020                         *CURRENT SURVEY CONTROL
 AX1020  ___________________________________________________________________
 AX1020* NAD 83(1986)-  29 54 22.     (N)    096 44 44.     (W)     SCALED    
 AX1020* NAVD 88     -       102.638  (meters)     336.74   (feet)  ADJUSTED  
 AX1020  ___________________________________________________________________
 AX1020  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AX1020  DYNAMIC HT  -         102.496 (meters)     336.27  (feet)  COMP
 AX1020  MODELED GRAV-     979,262.4   (mgal)                       NAVD 88
 AX1020
 AX1020  VERT ORDER  -  FIRST     CLASS I
 AX1020
 AX1020.The horizontal coordinates were scaled from a topographic map and have
 AX1020.an estimated accuracy of +/- 6 seconds.
 AX1020
 AX1020.The orthometric height was determined by differential leveling
 AX1020.and adjusted by the National Geodetic Survey in June 1991..
 AX1020
 AX1020.The geoid height was determined by GEOID03.
 AX1020
 AX1020.The dynamic height is computed by dividing the NAVD 88
 AX1020.geopotential number by the normal gravity value computed on the
 AX1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1020.degrees latitude (g = 980.6199 gals.).
 AX1020
 AX1020.The modeled gravity was interpolated from observed gravity values.
 AX1020
 AX1020;                    North         East    Units  Estimated Accuracy
 AX1020;SPC TXSC     - 4,231,820.      817,700.      MT  (+/- 180 meters Scaled)
 AX1020
 AX1020                          SUPERSEDED SURVEY CONTROL
 AX1020
 AX1020  NGVD 29 (12/23/87)  102.594  (m)          336.59   (f) ADJUSTED    1 1
 AX1020
 AX1020.Superseded values are not recommended for survey control.
 AX1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1020.See file dsdata.txt to determine how the superseded data were derived.
 AX1020
 AX1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU176105(NAD 83)
 AX1020_MARKER: DB = BENCH MARK DISK
 AX1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1020_SP_SET: CONCRETE POST
 AX1020_STAMPING: H 766 1943
 AX1020_MARK LOGO: CGS   
 AX1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1020+STABILITY: SURFACE MOTION
 AX1020
 AX1020  HISTORY     - Date     Condition        Report By
 AX1020  HISTORY     - 1943     MONUMENTED       CGS
 AX1020  HISTORY     - 1973     GOOD             NGS
 AX1020  HISTORY     - 1976     GOOD             NGS
 AX1020  HISTORY     - 1978     GOOD             NGS
 AX1020  HISTORY     - 1986     GOOD             NGS
 AX1020
 AX1020                          STATION DESCRIPTION
 AX1020
 AX1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1020'4.2 MI W FROM FAYETTEVILLE.
 AX1020'4.2 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1020'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, 0.15 MILE NORTH OF THE
 AX1020'JUNCTION OF COUNTY ROAD 121, 1 POLE SOUTH OF MILE POLE 997, AT AN
 AX1020'ABANDONED ROAD CROSSDING, 46.0 FEET WEST OF THE WEST RAIL, 16 1/2 FEET
 AX1020'WEST OF A TELEPHONE POLE, 8 FEET NORTH OF THE NORTH END OF A METAL
 AX1020'GATE, 1.0 FOOT EAST OF A FENCE, 23.8 FEET WEST OF THE CENTER OF THE
 AX1020'NORTH END OF A 36-INCH CLAY PIPE CULVERT, 1.1 FOOT SOUTH OF A WITNESS
 AX1020'POST, ABOUT 1 FOOT LOWER THAN THE TRACK, SET IN THE TOP OF A CONCRETE
 AX1020'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AX1020
 AX1020                          STATION RECOVERY (1976)
 AX1020
 AX1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1020'RECOVERED IN GOOD CONDITION.
 AX1020
 AX1020                          STATION RECOVERY (1978)
 AX1020
 AX1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1020'RECOVERED IN GOOD CONDITION.
 AX1020
 AX1020                          STATION RECOVERY (1986)
 AX1020
 AX1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1020'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX1020'OMIT THE PRIOR REFERENCE TO MILE POLE 997 AND ADD--ABOUT 23 METERS
 AX1020'(75 FT) SOUTH OF MILE POLE 997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0041 ***********************************************************************
 AX0041  DESIGNATION -  H 767
 AX0041  PID         -  AX0041
 AX0041  STATE/COUNTY-  TX/AUSTIN
 AX0041  USGS QUAD   -  CAT SPRING (1981)
 AX0041
 AX0041                         *CURRENT SURVEY CONTROL
 AX0041  ___________________________________________________________________
 AX0041* NAD 83(1986)-  29 51 16.     (N)    096 20 48.     (W)     SCALED    
 AX0041* NAVD 88     -        92.746  (meters)     304.28   (feet)  ADJUSTED  
 AX0041  ___________________________________________________________________
 AX0041  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX0041  DYNAMIC HT  -          92.619 (meters)     303.87  (feet)  COMP
 AX0041  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 AX0041
 AX0041  VERT ORDER  -  FIRST     CLASS I
 AX0041
 AX0041.The horizontal coordinates were scaled from a topographic map and have
 AX0041.an estimated accuracy of +/- 6 seconds.
 AX0041
 AX0041.The orthometric height was determined by differential leveling
 AX0041.and adjusted by the National Geodetic Survey in June 1991..
 AX0041
 AX0041.The geoid height was determined by GEOID03.
 AX0041
 AX0041.The dynamic height is computed by dividing the NAVD 88
 AX0041.geopotential number by the normal gravity value computed on the
 AX0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0041.degrees latitude (g = 980.6199 gals.).
 AX0041
 AX0041.The modeled gravity was interpolated from observed gravity values.
 AX0041
 AX0041;                    North         East    Units  Estimated Accuracy
 AX0041;SPC TXSC     - 4,226,900.      856,340.      MT  (+/- 180 meters Scaled)
 AX0041
 AX0041                          SUPERSEDED SURVEY CONTROL
 AX0041
 AX0041  NGVD 29 (12/23/87)   92.717  (m)          304.19   (f) ADJUSTED    1 1
 AX0041
 AX0041.Superseded values are not recommended for survey control.
 AX0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0041.See file dsdata.txt to determine how the superseded data were derived.
 AX0041
 AX0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU563056(NAD 83)
 AX0041_MARKER: DB = BENCH MARK DISK
 AX0041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0041_SP_SET: CULVERT HEADWALL
 AX0041_STAMPING: H 767 1943
 AX0041_MARK LOGO: CGS   
 AX0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0041+STABILITY: SURFACE MOTION
 AX0041
 AX0041  HISTORY     - Date     Condition        Report By
 AX0041  HISTORY     - 1943     MONUMENTED       CGS
 AX0041  HISTORY     - 1973     GOOD             NGS
 AX0041  HISTORY     - 1976     GOOD             NGS
 AX0041  HISTORY     - 1976     GOOD             NGS
 AX0041  HISTORY     - 1978     GOOD             NGS
 AX0041  HISTORY     - 1986     GOOD             NGS
 AX0041  HISTORY     - 19991017 GOOD             USPSQD
 AX0041
 AX0041                          STATION DESCRIPTION
 AX0041
 AX0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0041'1.35 MI W FROM CAT SPRING.
 AX0041'1.35 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0041'CROSSING OF FARM ROAD 949 AT CAT SPRING, 7 1/2 POLES WEST OF MILE POLE
 AX0041'1023, 300 FEET WEST OF A DIRT ROAD CROSSING, 1/2 POLE EAST OF THE 3RD
 AX0041'TELEPHONE POLE WEST OF THE ROAD CROSSING, IN THE TOP AND 0.8 FOOT WEST
 AX0041'OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A LARGE ARCH
 AX0041'RAILROAD CULVERT, 10.2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT
 AX0041'LOWER THAN THE TRACK.
 AX0041
 AX0041                          STATION RECOVERY (1976)
 AX0041
 AX0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0041'RECOVERED IN GOOD CONDITION.
 AX0041
 AX0041                          STATION RECOVERY (1976)
 AX0041
 AX0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0041'RECOVERED IN GOOD CONDITION.
 AX0041
 AX0041                          STATION RECOVERY (1978)
 AX0041
 AX0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0041'RECOVERED IN GOOD CONDITION.
 AX0041
 AX0041                          STATION RECOVERY (1986)
 AX0041
 AX0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0041'RECOVERED IN GOOD CONDITION.
 AX0041
 AX0041                          STATION RECOVERY (1999)
 AX0041
 AX0041'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0124 ***********************************************************************
 AW0124  DESIGNATION -  H 768
 AW0124  PID         -  AW0124
 AW0124  STATE/COUNTY-  TX/WALLER
 AW0124  USGS QUAD   -  BROOKSHIRE (1980)
 AW0124
 AW0124                         *CURRENT SURVEY CONTROL
 AW0124  ___________________________________________________________________
 AW0124* NAD 83(1986)-  29 47 10.     (N)    095 56 55.     (W)     SCALED    
 AW0124* NAVD 88     -        48.889  (meters)     160.40   (feet)  ADJUSTED  
 AW0124  ___________________________________________________________________
 AW0124  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW0124  DYNAMIC HT  -          48.822 (meters)     160.18  (feet)  COMP
 AW0124  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 AW0124
 AW0124  VERT ORDER  -  FIRST     CLASS I
 AW0124
 AW0124.The horizontal coordinates were scaled from a topographic map and have
 AW0124.an estimated accuracy of +/- 6 seconds.
 AW0124
 AW0124.The orthometric height was determined by differential leveling
 AW0124.and adjusted by the National Geodetic Survey in June 1991..
 AW0124
 AW0124.The geoid height was determined by GEOID03.
 AW0124
 AW0124.The dynamic height is computed by dividing the NAVD 88
 AW0124.geopotential number by the normal gravity value computed on the
 AW0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0124.degrees latitude (g = 980.6199 gals.).
 AW0124
 AW0124.The modeled gravity was interpolated from observed gravity values.
 AW0124
 AW0124;                    North         East    Units  Estimated Accuracy
 AW0124;SPC TXSC     - 4,220,270.      894,980.      MT  (+/- 180 meters Scaled)
 AW0124
 AW0124                          SUPERSEDED SURVEY CONTROL
 AW0124
 AW0124  NGVD 29 (12/23/87)   48.873  (m)          160.34   (f) ADJUSTED    1 1
 AW0124
 AW0124.Superseded values are not recommended for survey control.
 AW0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0124.See file dsdata.txt to determine how the superseded data were derived.
 AW0124
 AW0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN149987(NAD 83)
 AW0124_MARKER: DB = BENCH MARK DISK
 AW0124_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0124_SP_SET: CULVERT HEADWALL
 AW0124_STAMPING: H 768 1943
 AW0124_MARK LOGO: CGS   
 AW0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0124+STABILITY: SURFACE MOTION
 AW0124
 AW0124  HISTORY     - Date     Condition        Report By
 AW0124  HISTORY     - 1943     MONUMENTED       CGS
 AW0124  HISTORY     - 1973     GOOD             NGS
 AW0124  HISTORY     - 1976     GOOD             NGS
 AW0124  HISTORY     - 1978     GOOD             NGS
 AW0124  HISTORY     - 1986     GOOD             NGS
 AW0124  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0124  HISTORY     - 20041012 MARK NOT FOUND   USPSQD
 AW0124
 AW0124                          STATION DESCRIPTION
 AW0124
 AW0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0124'0.3 MI E FROM BROOKSHIRE.
 AW0124'ABOUT 0.3 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0124'STATION AT BROOKSHIRE, ABOUT 21.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 AW0124'MAIN TRACK, 71 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF
 AW0124'U. S. HIGHWAY 90, 54.3 FEET EAST OF THE NORTH EXTENDING CENTER LINE OF
 AW0124'A ROAD LEADING SOUTH, SET IN THE TOP OF THE WEST END OF THE SOUTH
 AW0124'HEADWALL OF A 4-CHANNEL CONCRETE CULVERT UNDER THE TRACKS, AND ABOUT 2
 AW0124'FEET BELOW THE LEVEL OF THE TRACKS.
 AW0124
 AW0124                          STATION RECOVERY (1976)
 AW0124
 AW0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0124'RECOVERED IN GOOD CONDITION.
 AW0124
 AW0124                          STATION RECOVERY (1978)
 AW0124
 AW0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0124'RECOVERED IN GOOD CONDITION.
 AW0124
 AW0124                          STATION RECOVERY (1986)
 AW0124
 AW0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0124'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW0124'ADD--0.32 KM (0.2 MI) EAST ALONG US HIGHWAY 90 FROM THE JUNCTION OF FM
 AW0124'ROAD 359 SOUTH IN BROOKSHIRE.
 AW0124
 AW0124                          STATION RECOVERY (1990)
 AW0124
 AW0124'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0124'MARK NOT FOUND.
 AW0124
 AW0124                          STATION RECOVERY (2004)
 AW0124
 AW0124'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0385 ***********************************************************************
 BN0385  DESIGNATION -  H 77
 BN0385  PID         -  BN0385
 BN0385  STATE/COUNTY-  TX/KIMBLE
 BN0385  USGS QUAD   -  JULIO DRAW (1970)
 BN0385
 BN0385                         *CURRENT SURVEY CONTROL
 BN0385  ___________________________________________________________________
 BN0385* NAD 83(1986)-  30 42 14.     (N)    099 51 57.     (W)     SCALED    
 BN0385* NAVD 88     -       683.543  (meters)    2242.59   (feet)  POSTED    
 BN0385  ___________________________________________________________________
 BN0385  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 BN0385  DYNAMIC HT  -         682.570 (meters)    2239.40  (feet)  COMP
 BN0385  MODELED GRAV-     979,200.8   (mgal)                       NAVD 88
 BN0385
 BN0385  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0385
 BN0385.The horizontal coordinates were scaled from a topographic map and have
 BN0385.an estimated accuracy of +/- 6 seconds.
 BN0385
 BN0385.The orthometric height was determined by differential leveling
 BN0385.and adjusted by the National Geodetic Survey in 1992..
 BN0385.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0385.rate of 0.0 thru 1.0 mm/km.
 BN0385
 BN0385.The geoid height was determined by GEOID03.
 BN0385
 BN0385.The dynamic height is computed by dividing the NAVD 88
 BN0385.geopotential number by the normal gravity value computed on the
 BN0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0385.degrees latitude (g = 980.6199 gals.).
 BN0385
 BN0385.The modeled gravity was interpolated from observed gravity values.
 BN0385
 BN0385;                    North         East    Units  Estimated Accuracy
 BN0385;SPC TX C     - 3,115,080.      744,780.      MT  (+/- 180 meters Scaled)
 BN0385
 BN0385                          SUPERSEDED SURVEY CONTROL
 BN0385
 BN0385  NGVD 29 (??/??/92)  683.477  (m)         2242.37   (f) ADJ UNCH    1 2
 BN0385
 BN0385.Superseded values are not recommended for survey control.
 BN0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0385.See file dsdata.txt to determine how the superseded data were derived.
 BN0385
 BN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU170971(NAD 83)
 BN0385_MARKER: DB = BENCH MARK DISK
 BN0385_SETTING: 66 = SET IN ROCK OUTCROP
 BN0385_SP_SET: BEDROCK
 BN0385_STAMPING: 2242.374 H 77 1931
 BN0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0385+STABILITY: POSITION/ELEVATION WELL
 BN0385
 BN0385  HISTORY     - Date     Condition        Report By
 BN0385  HISTORY     - 1931     MONUMENTED       CGS
 BN0385  HISTORY     - 1935     GOOD             NGS
 BN0385  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0385  HISTORY     - 19981227 MARK NOT FOUND   USPSQD
 BN0385
 BN0385                          STATION DESCRIPTION
 BN0385
 BN0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0385'17.4 MI S FROM MENARD.
 BN0385'IN KIMBLE COUNTY, 17.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MENARD,
 BN0385'MENARD COUNTY, 0.7 MILE SOUTH OF THE ENTRANCE TO A SHELL OIL PUMP
 BN0385'STATION, ON THE TOP OF A HIGH HILL, 50 FEET EAST OF THE HIGHWAY, 15
 BN0385'FEET EAST OF A FENCE WITH A CAIRN NEARBY, AND IN THE TOP OF AN OUTCROP
 BN0385'OF BEDROCK.  A STANDARD DISK, STAMPED 2242.374 H 77 1931.
 BN0385
 BN0385                          STATION RECOVERY (1935)
 BN0385
 BN0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0385'RECOVERED IN GOOD CONDITION.
 BN0385
 BN0385                          STATION RECOVERY (1990)
 BN0385
 BN0385'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0385'MARK NOT FOUND.
 BN0385
 BN0385                          STATION RECOVERY (1998)
 BN0385
 BN0385'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0441 ***********************************************************************
 AM0441  DESIGNATION -  H 77 TX
 AM0441  PID         -  AM0441
 AM0441  STATE/COUNTY-  TX/BRAZORIA
 AM0441  USGS QUAD   -  FREEPORT (1974)
 AM0441
 AM0441                         *CURRENT SURVEY CONTROL
 AM0441  ___________________________________________________________________
 AM0441* NAD 83(1993)-  28 58 31.75599(N)    095 15 22.93127(W)     ADJUSTED  
 AM0441* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 AM0441  ___________________________________________________________________
 AM0441  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AM0441  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AM0441
 AM0441  HORZ ORDER  -  THIRD
 AM0441
 AM0441.The horizontal coordinates were established by classical geodetic methods
 AM0441.and adjusted by the National Geodetic Survey in February 1996..
 AM0441
 AM0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0441
 AM0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0441
 AM0441.The geoid height was determined by GEOID03.
 AM0441
 AM0441;                    North         East     Units Scale Factor Converg.
 AM0441;SPC TXSC     - 4,132,420.210   964,756.201   MT  0.99988279   +1 50 02.6
 AM0441;SPC TXSC     -13,557,781.97  3,165,204.30   sFT  0.99988279   +1 50 02.6
 AM0441;UTM  15      - 3,207,367.698   280,147.530   MT  1.00019650   -1 05 36.6
 AM0441
 AM0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0441!SPC TXSC     -   1.00000361  x   0.99988279  =   0.99988640
 AM0441!UTM  15      -   1.00000361  x   1.00019650  =   1.00020011
 AM0441
 AM0441:                Primary Azimuth Mark                     Grid Az
 AM0441:SPC TXSC     -  H 78 TX                                  240 31 03.6
 AM0441:UTM  15      -  H 78 TX                                  243 26 42.8
 AM0441
 AM0441|---------------------------------------------------------------------|
 AM0441| PID    Reference Object                     Distance      Geod. Az  |
 AM0441|                                                           dddmmss.s |
 AM0441| AM0442 H 78 TX                             APPROX. 0.5 KM 2422106.2 |
 AM0441| AM0444 SURFSIDE RADIO MAST                 APPROX. 1.0 KM 2551233.1 |
 AM0441| AM0436 SL 15 USE                           130.664 METERS 32656     |
 AM0441|---------------------------------------------------------------------|
 AM0441
 AM0441                          SUPERSEDED SURVEY CONTROL
 AM0441
 AM0441  NAD 83(1986)-  28 58 31.76498(N)    095 15 22.91138(W) AD(       ) 3
 AM0441  NAD 27      -  28 58 30.87991(N)    095 15 22.14527(W) AD(       ) 3
 AM0441  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 AM0441
 AM0441.Superseded values are not recommended for survey control.
 AM0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0441.See file dsdata.txt to determine how the superseded data were derived.
 AM0441
 AM0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8014807368(NAD 83)
 AM0441_MARKER: DD = SURVEY DISK
 AM0441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AM0441_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AM0441_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AM0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0441+STABILITY: SURFACE MOTION
 AM0441
 AM0441  HISTORY     - Date     Condition        Report By
 AM0441  HISTORY     - 1979     MONUMENTED       NOS
 AM0441  HISTORY     - 1982     MARK NOT FOUND   NOS
 AM0441  HISTORY     - 19950501 MARK NOT FOUND   USPSQD
 AM0441  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0441  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0441
 AM0441                          STATION DESCRIPTION
 AM0441
 AM0441'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0441'THE STATION IS LOCATED 2.6 MILES NORTHEAST OF SURFSIDE.
 AM0441'
 AM0441'TO REACH FROM THE JUNCTION OF COUNTY ROADS 257 AND 332 IN SURFSIDE
 AM0441'GO NORTHEAST ON COUNTY ROAD 257 FOR 1.05 MILE TO A SIDE ROAD RIGHT
 AM0441'(BALANGER STREET), TURN RIGHT AND GO 0.05 MILE TO BEACH. TURN
 AM0441'LEFT AND GO NORTHEAST ON BEACH FOR 1.5 MILES TO THE STATION ON
 AM0441'DUNE TO LEFT.
 AM0441'
 AM0441'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 77 TX 1979---,
 AM0441'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN CONCRETE
 AM0441'AND PROJECTING 4 INCHES. IT IS 109 FEET WEST-SOUTHWEST OF THE
 AM0441'WESTERNMOST PILING OF A GROUP OF PILINGS SURROUNDING OUTHOUSES
 AM0441'AND 3 FEET WEST-SOUTHWEST OF A WOODEN WITNESS POST WITH SIGN
 AM0441'ATTACHED.
 AM0441'
 AM0441'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AM0441
 AM0441                          STATION RECOVERY (1982)
 AM0441
 AM0441'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0441'STATION LOST TO BEACH EROSION.
 AM0441
 AM0441                          STATION RECOVERY (1995)
 AM0441
 AM0441'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0441'MARK NOT FOUND.
 AM0441
 AM0441                          STATION RECOVERY (2004)
 AM0441
 AM0441'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0441'MARK NOT FOUND.
 AM0441
 AM0441                          STATION RECOVERY (2005)
 AM0441
 AM0441'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0037 ***********************************************************************
 BO0037  DESIGNATION -  H 77 USGS
 BO0037  PID         -  BO0037
 BO0037  STATE/COUNTY-  TX/EDWARDS
 BO0037  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0037
 BO0037                         *CURRENT SURVEY CONTROL
 BO0037  ___________________________________________________________________
 BO0037* NAD 83(1986)-  30 00 58.     (N)    100 12 30.     (W)     SCALED    
 BO0037* NAVD 88     -       734.690  (meters)    2410.40   (feet)  ADJUSTED  
 BO0037  ___________________________________________________________________
 BO0037  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BO0037  DYNAMIC HT  -         733.597 (meters)    2406.81  (feet)  COMP
 BO0037  MODELED GRAV-     979,130.0   (mgal)                       NAVD 88
 BO0037
 BO0037  VERT ORDER  -  FIRST     CLASS II
 BO0037
 BO0037.The horizontal coordinates were scaled from a topographic map and have
 BO0037.an estimated accuracy of +/- 6 seconds.
 BO0037
 BO0037.The orthometric height was determined by differential leveling
 BO0037.and adjusted by the National Geodetic Survey in June 1991..
 BO0037.WARNING-Repeat measurements at this control monument indicate possible
 BO0037.vertical movement.
 BO0037
 BO0037.The geoid height was determined by GEOID03.
 BO0037
 BO0037.The dynamic height is computed by dividing the NAVD 88
 BO0037.geopotential number by the normal gravity value computed on the
 BO0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0037.degrees latitude (g = 980.6199 gals.).
 BO0037
 BO0037.The modeled gravity was interpolated from observed gravity values.
 BO0037
 BO0037;                    North         East    Units  Estimated Accuracy
 BO0037;SPC TXSC     - 4,242,520.      483,440.      MT  (+/- 180 meters Scaled)
 BO0037
 BO0037                          SUPERSEDED SURVEY CONTROL
 BO0037
 BO0037.No superseded survey control is available for this station.
 BO0037
 BO0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU834211(NAD 83)
 BO0037_MARKER: DD = SURVEY DISK
 BO0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BO0037_SP_SET: BUILDING
 BO0037_STAMPING: 2410.156 H 77 1923
 BO0037_MARK LOGO: USGS  
 BO0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BO0037
 BO0037  HISTORY     - Date     Condition        Report By
 BO0037  HISTORY     - 1923     MONUMENTED       USGS
 BO0037  HISTORY     - 1939     GOOD             NGS
 BO0037  HISTORY     - 1981     GOOD             NGS
 BO0037
 BO0037                          STATION DESCRIPTION
 BO0037
 BO0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 BO0037'IN ROCK SPRINGS.
 BO0037'AT ROCK SPRINGS, EDWARDS COUNTY, IN THE SOUTH WALL OF THE COURTHOUSE,
 BO0037'EAST OF THE ENTRANCE, MIDWAY BETWEEN TWO WINDOWS, AND 4 FEET ABOVE THE
 BO0037'GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2410.156 H 77
 BO0037'1923.
 BO0037
 BO0037                          STATION RECOVERY (1981)
 BO0037
 BO0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0037'IN ROCKSPRINGS, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH WALL OF
 BO0037'THE COUNTY COURTHOUSE, MIDWAY BETWEEN TWO WINDOWS, 4.7 METERS (15.4
 BO0037'FT) EAST OF THE CENTER OF THE SOUTH ENTRANCE TO THE BUILDING AND 3.8
 BO0037'METERS (12.5 FT) NORTH OF THE SOUTHEAST CORNER OF THE COURTHOUSE.
 BO0037'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0732 ***********************************************************************
 AE0732  DESIGNATION -  H 770
 AE0732  PID         -  AE0732
 AE0732  STATE/COUNTY-  TX/STARR
 AE0732  USGS QUAD   -  EL CHAPOTE CREEK (1972)
 AE0732
 AE0732                         *CURRENT SURVEY CONTROL
 AE0732  ___________________________________________________________________
 AE0732* NAD 83(1986)-  26 30 39.     (N)    098 55 10.     (W)     SCALED    
 AE0732* NAVD 88     -       118.345  (meters)     388.27   (feet)  ADJUSTED  
 AE0732  ___________________________________________________________________
 AE0732  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 AE0732  DYNAMIC HT  -         118.151 (meters)     387.63  (feet)  COMP
 AE0732  MODELED GRAV-     979,004.0   (mgal)                       NAVD 88
 AE0732
 AE0732  VERT ORDER  -  SECOND    CLASS 0
 AE0732
 AE0732.The horizontal coordinates were scaled from a topographic map and have
 AE0732.an estimated accuracy of +/- 6 seconds.
 AE0732
 AE0732.The orthometric height was determined by differential leveling
 AE0732.and adjusted by the National Geodetic Survey in June 1991..
 AE0732
 AE0732.The geoid height was determined by GEOID03.
 AE0732
 AE0732.The dynamic height is computed by dividing the NAVD 88
 AE0732.geopotential number by the normal gravity value computed on the
 AE0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0732.degrees latitude (g = 980.6199 gals.).
 AE0732
 AE0732.The modeled gravity was interpolated from observed gravity values.
 AE0732
 AE0732;                    North         East    Units  Estimated Accuracy
 AE0732;SPC TX S     - 5,093,600.      258,190.      MT  (+/- 180 meters Scaled)
 AE0732
 AE0732                          SUPERSEDED SURVEY CONTROL
 AE0732
 AE0732  NGVD 29 (??/??/92)  118.399  (m)          388.45   (f) ADJ UNCH    2 0
 AE0732
 AE0732.Superseded values are not recommended for survey control.
 AE0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0732.See file dsdata.txt to determine how the superseded data were derived.
 AE0732
 AE0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ080322(NAD 83)
 AE0732_MARKER: DB = BENCH MARK DISK
 AE0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0732_STAMPING: H 770 1942
 AE0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0732+STABILITY: SURFACE MOTION
 AE0732
 AE0732  HISTORY     - Date     Condition        Report By
 AE0732  HISTORY     - 1942     MONUMENTED       CGS
 AE0732
 AE0732                          STATION DESCRIPTION
 AE0732
 AE0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0732'7.8 MI N FROM GARCENO.
 AE0732'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND THE HEBBRONVILLE
 AE0732'ROAD AT GARCENO, PROCEED 7.8 MILES NORTHERLY ALONG THE HEBBRONVILLE
 AE0732'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 145.0 YARDS SOUTH OF THE
 AE0732'WEST HEADWALL OF A 1.5 FOOT PIPE CULVERT UNDER THE ROAD. IT IS 34.0
 AE0732'FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.
 AE0732'MONUMENT IS 2.7 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST ANDF
 AE0732'PORJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0800 ***********************************************************************
 AE0800  DESIGNATION -  H 771
 AE0800  PID         -  AE0800
 AE0800  STATE/COUNTY-  TX/JIM HOGG
 AE0800  USGS QUAD   -  CUEVITAS SW (1972)
 AE0800
 AE0800                         *CURRENT SURVEY CONTROL
 AE0800  ___________________________________________________________________
 AE0800* NAD 83(1986)-  26 47 04.     (N)    098 55 43.     (W)     SCALED    
 AE0800* NAVD 88     -       141.660  (meters)     464.76   (feet)  ADJUSTED  
 AE0800  ___________________________________________________________________
 AE0800  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AE0800  DYNAMIC HT  -         141.430 (meters)     464.01  (feet)  COMP
 AE0800  MODELED GRAV-     979,015.9   (mgal)                       NAVD 88
 AE0800
 AE0800  VERT ORDER  -  SECOND    CLASS 0
 AE0800
 AE0800.The horizontal coordinates were scaled from a topographic map and have
 AE0800.an estimated accuracy of +/- 6 seconds.
 AE0800
 AE0800.The orthometric height was determined by differential leveling
 AE0800.and adjusted by the National Geodetic Survey in June 1991..
 AE0800
 AE0800.The geoid height was determined by GEOID03.
 AE0800
 AE0800.The dynamic height is computed by dividing the NAVD 88
 AE0800.geopotential number by the normal gravity value computed on the
 AE0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0800.degrees latitude (g = 980.6199 gals.).
 AE0800
 AE0800.The modeled gravity was interpolated from observed gravity values.
 AE0800
 AE0800;                    North         East    Units  Estimated Accuracy
 AE0800;SPC TX S     - 5,123,910.      257,380.      MT  (+/- 180 meters Scaled)
 AE0800
 AE0800                          SUPERSEDED SURVEY CONTROL
 AE0800
 AE0800  NGVD 29 (??/??/92)  141.710  (m)          464.93   (f) ADJ UNCH    2 0
 AE0800
 AE0800.Superseded values are not recommended for survey control.
 AE0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0800.See file dsdata.txt to determine how the superseded data were derived.
 AE0800
 AE0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ070625(NAD 83)
 AE0800_MARKER: DB = BENCH MARK DISK
 AE0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0800_STAMPING: H 771 1942
 AE0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0800+STABILITY: SURFACE MOTION
 AE0800
 AE0800  HISTORY     - Date     Condition        Report By
 AE0800  HISTORY     - 1942     MONUMENTED       CGS
 AE0800  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0800
 AE0800                          STATION DESCRIPTION
 AE0800
 AE0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0800'8.6 MI SW FROM GUERRA.
 AE0800'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0800'GUERRA) PROCEED 6.0 MILES SOUTHWESTERLY ALONG DIRT ROAD TO AN S CURVE
 AE0800'AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT IN THE CENTER OF AN S
 AE0800'CURVE.  IT IS 21.0 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AE0800'THE CENTERLINE OF DIRT ROAD.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4
 AE0800'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AE0800
 AE0800                          STATION RECOVERY (1972)
 AE0800
 AE0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0852 ***********************************************************************
 AE0852  DESIGNATION -  H 772
 AE0852  PID         -  AE0852
 AE0852  STATE/COUNTY-  TX/STARR
 AE0852  USGS QUAD   -  VIBORAS (1993)
 AE0852
 AE0852                         *CURRENT SURVEY CONTROL
 AE0852  ___________________________________________________________________
 AE0852* NAD 83(1986)-  26 41 12.     (N)    098 45 21.     (W)     SCALED    
 AE0852* NAVD 88     -       149.855  (meters)     491.65   (feet)  ADJUSTED  
 AE0852  ___________________________________________________________________
 AE0852  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AE0852  DYNAMIC HT  -         149.608 (meters)     490.84  (feet)  COMP
 AE0852  MODELED GRAV-     979,000.4   (mgal)                       NAVD 88
 AE0852
 AE0852  VERT ORDER  -  SECOND    CLASS 0
 AE0852
 AE0852.The horizontal coordinates were scaled from a topographic map and have
 AE0852.an estimated accuracy of +/- 6 seconds.
 AE0852
 AE0852.The orthometric height was determined by differential leveling
 AE0852.and adjusted by the National Geodetic Survey in June 1991..
 AE0852
 AE0852.The geoid height was determined by GEOID03.
 AE0852
 AE0852.The dynamic height is computed by dividing the NAVD 88
 AE0852.geopotential number by the normal gravity value computed on the
 AE0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0852.degrees latitude (g = 980.6199 gals.).
 AE0852
 AE0852.The modeled gravity was interpolated from observed gravity values.
 AE0852
 AE0852;                    North         East    Units  Estimated Accuracy
 AE0852;SPC TX S     - 5,113,030.      274,540.      MT  (+/- 180 meters Scaled)
 AE0852
 AE0852                          SUPERSEDED SURVEY CONTROL
 AE0852
 AE0852  NGVD 29 (??/??/92)  149.895  (m)          491.78   (f) ADJ UNCH    2 0
 AE0852
 AE0852.Superseded values are not recommended for survey control.
 AE0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0852.See file dsdata.txt to determine how the superseded data were derived.
 AE0852
 AE0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ242517(NAD 83)
 AE0852_MARKER: DB = BENCH MARK DISK
 AE0852_SETTING: 66 = SET IN ROCK OUTCROP
 AE0852_SP_SET: LIMESTONE BED ROCK
 AE0852_STAMPING: H 772 1942
 AE0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0852+STABILITY: POSITION/ELEVATION WELL
 AE0852
 AE0852  HISTORY     - Date     Condition        Report By
 AE0852  HISTORY     - 1942     MONUMENTED       CGS
 AE0852  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0852
 AE0852                          STATION DESCRIPTION
 AE0852
 AE0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0852'14.9 MI W FROM LA GLORIA.
 AE0852'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 14.9 MILES
 AE0852'WESTERLY ALONG A COUNTY GRADED ROAD TO A DIRT TRACK CROSS ROAD AND
 AE0852'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF A
 AE0852'4X5 FOOT LIME STONE BED ROCK.  IT IS 49.0 FEET WEST OF AND ABOUT THE
 AE0852'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 8.0 FEET EAST OF THE
 AE0852'CENTERLINE OF A DIRT TRACK CROSS ROAD RUNNING NORTH AND SOUTH BETWEEN
 AE0852'TWO WINDMILLS.  IT IS 0.2 MILE NORTH OF A WINDMILL ON THE SOUTH SIDE
 AE0852'OF THE ROAD, 0.1 MILE NORTHEAST OF A 2.5 FOOT IRON PIPE CULVERT UNDER
 AE0852'THE ROAD.
 AE0852
 AE0852                          STATION RECOVERY (1972)
 AE0852
 AE0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0876 ***********************************************************************
 AE0876  DESIGNATION -  H 773
 AE0876  PID         -  AE0876
 AE0876  STATE/COUNTY-  TX/STARR
 AE0876  USGS QUAD   -  LA GLORIA (1993)
 AE0876
 AE0876                         *CURRENT SURVEY CONTROL
 AE0876  ___________________________________________________________________
 AE0876* NAD 83(1986)-  26 44 03.     (N)    098 35 56.     (W)     SCALED    
 AE0876* NAVD 88     -       126.167  (meters)     413.93   (feet)  ADJUSTED  
 AE0876  ___________________________________________________________________
 AE0876  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AE0876  DYNAMIC HT  -         125.960 (meters)     413.25  (feet)  COMP
 AE0876  MODELED GRAV-     979,005.8   (mgal)                       NAVD 88
 AE0876
 AE0876  VERT ORDER  -  SECOND    CLASS 0
 AE0876
 AE0876.The horizontal coordinates were scaled from a topographic map and have
 AE0876.an estimated accuracy of +/- 6 seconds.
 AE0876
 AE0876.The orthometric height was determined by differential leveling
 AE0876.and adjusted by the National Geodetic Survey in June 1991..
 AE0876
 AE0876.The geoid height was determined by GEOID03.
 AE0876
 AE0876.The dynamic height is computed by dividing the NAVD 88
 AE0876.geopotential number by the normal gravity value computed on the
 AE0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0876.degrees latitude (g = 980.6199 gals.).
 AE0876
 AE0876.The modeled gravity was interpolated from observed gravity values.
 AE0876
 AE0876;                    North         East    Units  Estimated Accuracy
 AE0876;SPC TX S     - 5,118,270.      290,160.      MT  (+/- 180 meters Scaled)
 AE0876
 AE0876                          SUPERSEDED SURVEY CONTROL
 AE0876
 AE0876  NGVD 29 (??/??/92)  126.223  (m)          414.12   (f) ADJ UNCH    2 0
 AE0876
 AE0876.Superseded values are not recommended for survey control.
 AE0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0876.See file dsdata.txt to determine how the superseded data were derived.
 AE0876
 AE0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ398570(NAD 83)
 AE0876_MARKER: DB = BENCH MARK DISK
 AE0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0876_STAMPING: H 773 1942
 AE0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0876+STABILITY: SURFACE MOTION
 AE0876
 AE0876  HISTORY     - Date     Condition        Report By
 AE0876  HISTORY     - 1942     MONUMENTED       CGS
 AE0876  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0876
 AE0876                          STATION DESCRIPTION
 AE0876
 AE0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0876'5.3 MI NW FROM LA GLORIA.
 AE0876'TO REACH FROM THE INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY
 AE0876'(3.8 MILES WEST OF THE SCHOOL BUILDING AT LA GLORIA) PROCEED 1.5 MILES
 AE0876'NORTHWEST ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AE0876'0.4 MILE NORTHWEST OF A PASTURE FENCE AND A CATTLE GUARD.  IT IS 25.0
 AE0876'FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0876'GRAVEL ROAD, 3.0 FEET SOUTHWEST OF AND INSIDE THE RIGHT OF WAY FENCE.
 AE0876'MONUMENT IS 3.0 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AE0876'AND PROJECTS 0.5 FOOT.
 AE0876
 AE0876                          STATION RECOVERY (1972)
 AE0876
 AE0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1109 ***********************************************************************
 AE1109  DESIGNATION -  H 774
 AE1109  PID         -  AE1109
 AE1109  STATE/COUNTY-  TX/ZAPATA
 AE1109  USGS QUAD   -  FALCON VILLAGE (1965)
 AE1109
 AE1109                         *CURRENT SURVEY CONTROL
 AE1109  ___________________________________________________________________
 AE1109* NAD 83(1986)-  26 37 12.     (N)    099 08 40.     (W)     SCALED    
 AE1109* NAVD 88     -       101.135  (meters)     331.81   (feet)  ADJUSTED  
 AE1109  ___________________________________________________________________
 AE1109  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AE1109  DYNAMIC HT  -         100.971 (meters)     331.27  (feet)  COMP
 AE1109  MODELED GRAV-     979,023.2   (mgal)                       NAVD 88
 AE1109
 AE1109  VERT ORDER  -  FIRST     CLASS II
 AE1109
 AE1109.The horizontal coordinates were scaled from a topographic map and have
 AE1109.an estimated accuracy of +/- 6 seconds.
 AE1109
 AE1109.The orthometric height was determined by differential leveling
 AE1109.and adjusted by the National Geodetic Survey in June 1991..
 AE1109.WARNING-Repeat measurements at this control monument indicate possible
 AE1109.vertical movement.
 AE1109
 AE1109.The geoid height was determined by GEOID03.
 AE1109
 AE1109.The dynamic height is computed by dividing the NAVD 88
 AE1109.geopotential number by the normal gravity value computed on the
 AE1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1109.degrees latitude (g = 980.6199 gals.).
 AE1109
 AE1109.The modeled gravity was interpolated from observed gravity values.
 AE1109
 AE1109;                    North         East    Units  Estimated Accuracy
 AE1109;SPC TX S     - 5,105,790.      235,830.      MT  (+/- 180 meters Scaled)
 AE1109
 AE1109                          SUPERSEDED SURVEY CONTROL
 AE1109
 AE1109  NGVD 29 (??/??/92)  101.179  (m)          331.95   (f) ADJ UNCH    1 2
 AE1109
 AE1109.Superseded values are not recommended for survey control.
 AE1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1109.See file dsdata.txt to determine how the superseded data were derived.
 AE1109
 AE1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ856443(NAD 83)
 AE1109_MARKER: DB = BENCH MARK DISK
 AE1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1109_SP_SET: CULVERT
 AE1109_STAMPING: H 774 1942
 AE1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1109
 AE1109  HISTORY     - Date     Condition        Report By
 AE1109  HISTORY     - 1942     MONUMENTED       CGS
 AE1109  HISTORY     - 1956     GOOD             NGS
 AE1109
 AE1109                          STATION DESCRIPTION
 AE1109
 AE1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1109'3.9 MI NW FROM FALCON HIGHTS.
 AE1109'0.1 MILE NORTH ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1109'HIGHTS, THENCE 3.8 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 83, 71 FEET
 AE1109'NORTHWEST OF THE INTERSECTION OF THE CENTER LINE OF THE OLD HIGHWAY
 AE1109'AND A NORTHEAST AND SOUTHWEST DIRT ROAD, 22 FEET SOUTHWEST OF THE
 AE1109'CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF
 AE1109'THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0130 ***********************************************************************
 AB0130  DESIGNATION -  H 776
 AB0130  PID         -  AB0130
 AB0130  STATE/COUNTY-  TX/CAMERON
 AB0130  USGS QUAD   -  PALMITO HILL (1983)
 AB0130
 AB0130                         *CURRENT SURVEY CONTROL
 AB0130  ___________________________________________________________________
 AB0130* NAD 83(1986)-  25 59 31.     (N)    097 15 44.     (W)     SCALED    
 AB0130* NAVD 88     -         1.709  (meters)       5.61   (feet)  ADJUSTED  
 AB0130  ___________________________________________________________________
 AB0130  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB0130  DYNAMIC HT  -           1.706 (meters)       5.60  (feet)  COMP
 AB0130  MODELED GRAV-     979,057.7   (mgal)                       NAVD 88
 AB0130
 AB0130  VERT ORDER  -  SECOND    CLASS 0
 AB0130
 AB0130.The horizontal coordinates were scaled from a topographic map and have
 AB0130.an estimated accuracy of +/- 6 seconds.
 AB0130
 AB0130.The orthometric height was determined by differential leveling
 AB0130.and adjusted by the National Geodetic Survey in June 1991..
 AB0130
 AB0130.The geoid height was determined by GEOID03.
 AB0130
 AB0130.The dynamic height is computed by dividing the NAVD 88
 AB0130.geopotential number by the normal gravity value computed on the
 AB0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0130.degrees latitude (g = 980.6199 gals.).
 AB0130
 AB0130.The modeled gravity was interpolated from observed gravity values.
 AB0130
 AB0130;                    North         East    Units  Estimated Accuracy
 AB0130;SPC TX S     - 5,036,650.      423,940.      MT  (+/- 180 meters Scaled)
 AB0130
 AB0130                          SUPERSEDED SURVEY CONTROL
 AB0130
 AB0130  NGVD 29 (??/??/92)    1.808  (m)            5.93   (f) ADJ UNCH    2 0
 AB0130
 AB0130.Superseded values are not recommended for survey control.
 AB0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0130.See file dsdata.txt to determine how the superseded data were derived.
 AB0130
 AB0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP739759(NAD 83)
 AB0130_MARKER: DB = BENCH MARK DISK
 AB0130_SETTING: 0 = UNSPECIFIED SETTING
 AB0130_STAMPING: H 776 1942
 AB0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0130
 AB0130  HISTORY     - Date     Condition        Report By
 AB0130  HISTORY     - 1942     MONUMENTED       CGS
 AB0130  HISTORY     - 1949     GOOD             NGS
 AB0130
 AB0130                          STATION DESCRIPTION
 AB0130
 AB0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AB0130'17.7 MI NE FROM BROWNSVILLE.
 AB0130'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 4 AND STATE HIGHWAY
 AB0130'48, NE OF BROWNSVILLE, GO E ON HIGHWAY 4 ABOUT 12.6 MILES TO GRADED
 AB0130'ROAD NNE, TURN LEFT AND FOLLOW GRADED ROAD 3.0 MILES TO BENCH MARK, ON
 AB0130'GRASS FLAT, ABOUT 0.15 MILES S OF POINT WHERE ROAD CURVES AROUND A
 AB0130'BLUFF, ABOUT 2.0 MILES S OF BROWNSVILLE SHIP CHANNEL, 33 FT. E OF AND
 AB0130'ABOUT 0.5 FT. ABOVE CENTERLINE OF ROAD, 3 FT. S OF 4X4 INCH WOOD
 AB0130'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0106 ***********************************************************************
 AB0106  DESIGNATION -  H 777
 AB0106  PID         -  AB0106
 AB0106  STATE/COUNTY-  TX/CAMERON
 AB0106  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0106
 AB0106                         *CURRENT SURVEY CONTROL
 AB0106  ___________________________________________________________________
 AB0106* NAD 83(1986)-  25 53 24.     (N)    097 27 21.     (W)     SCALED    
 AB0106* NAVD 88     -         7.847  (meters)      25.74   (feet)  ADJUSTED  
 AB0106  ___________________________________________________________________
 AB0106  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AB0106  DYNAMIC HT  -           7.834 (meters)      25.70  (feet)  COMP
 AB0106  MODELED GRAV-     979,029.0   (mgal)                       NAVD 88
 AB0106
 AB0106  VERT ORDER  -  SECOND    CLASS 0
 AB0106
 AB0106.The horizontal coordinates were scaled from a topographic map and have
 AB0106.an estimated accuracy of +/- 6 seconds.
 AB0106
 AB0106.The orthometric height was determined by differential leveling
 AB0106.and adjusted by the National Geodetic Survey in June 1991..
 AB0106
 AB0106.The geoid height was determined by GEOID03.
 AB0106
 AB0106.The dynamic height is computed by dividing the NAVD 88
 AB0106.geopotential number by the normal gravity value computed on the
 AB0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0106.degrees latitude (g = 980.6199 gals.).
 AB0106
 AB0106.The modeled gravity was interpolated from observed gravity values.
 AB0106
 AB0106;                    North         East    Units  Estimated Accuracy
 AB0106;SPC TX S     - 5,025,180.      404,640.      MT  (+/- 180 meters Scaled)
 AB0106
 AB0106                          SUPERSEDED SURVEY CONTROL
 AB0106
 AB0106  NGVD 29 (??/??/92)    7.937  (m)           26.04   (f) ADJ UNCH    2 0
 AB0106
 AB0106.Superseded values are not recommended for survey control.
 AB0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0106.See file dsdata.txt to determine how the superseded data were derived.
 AB0106
 AB0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP546644(NAD 83)
 AB0106_MARKER: DB = BENCH MARK DISK
 AB0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0106_STAMPING: H 777 1942
 AB0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0106+STABILITY: SURFACE MOTION
 AB0106
 AB0106  HISTORY     - Date     Condition        Report By
 AB0106  HISTORY     - 1942     MONUMENTED       IBC
 AB0106  HISTORY     - 1950     GOOD             NGS
 AB0106
 AB0106                          STATION DESCRIPTION
 AB0106
 AB0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0106'3.3 MI SE FROM BROWNSVILLE.
 AB0106'TO REACH FROM THE INTERSECTION OF E 14TH STREET AND EAST TYLER STREET
 AB0106'IN BROWNSVILLE PROCEED SE. ON EAST TYLER STREET 1.6 MILES TO A ROAD
 AB0106'CROSSING THE LEVEE, CONTINUE SE. ON ROAD ON TOP OF THE LEVEE 1.1 MILES
 AB0106'TO A ROAD CROSSING THE LEVEE AND SITE OF BENCH MARK.  BENCH MARK IS
 AB0106'APPROXIMATELY 150 FEET SE. OF THE CENTERLINE OF A N-S ROAD CROSSING
 AB0106'THE LEVEE.  66 FEET NE. OF AND APPROXIMATELY 10 FEET BELOW THE
 AB0106'CENTERLINE OF THE ROAD ON TOP OF THE LEVEE.  AND 3.0 FEET W. OF A 4X4
 AB0106'INCH WITNESS POST.  AN I.B.C. DISK SET IN CONCRETE POST PROJECTING 0.8
 AB0106'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0586 ***********************************************************************
 AJ0586  DESIGNATION -  H 778
 AJ0586  PID         -  AJ0586
 AJ0586  STATE/COUNTY-  TX/JIM HOGG
 AJ0586  USGS QUAD   -  ARMSTRONG RANCH (1972)
 AJ0586
 AJ0586                         *CURRENT SURVEY CONTROL
 AJ0586  ___________________________________________________________________
 AJ0586* NAD 83(1986)-  27 10 55.     (N)    098 45 26.     (W)     SCALED    
 AJ0586* NAVD 88     -       200.225  (meters)     656.90   (feet)  ADJUSTED  
 AJ0586  ___________________________________________________________________
 AJ0586  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AJ0586  DYNAMIC HT  -         199.901 (meters)     655.84  (feet)  COMP
 AJ0586  MODELED GRAV-     979,025.2   (mgal)                       NAVD 88
 AJ0586
 AJ0586  VERT ORDER  -  SECOND    CLASS 0
 AJ0586
 AJ0586.The horizontal coordinates were scaled from a topographic map and have
 AJ0586.an estimated accuracy of +/- 6 seconds.
 AJ0586
 AJ0586.The orthometric height was determined by differential leveling
 AJ0586.and adjusted by the National Geodetic Survey in June 1991..
 AJ0586
 AJ0586.The geoid height was determined by GEOID03.
 AJ0586
 AJ0586.The dynamic height is computed by dividing the NAVD 88
 AJ0586.geopotential number by the normal gravity value computed on the
 AJ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0586.degrees latitude (g = 980.6199 gals.).
 AJ0586
 AJ0586.The modeled gravity was interpolated from observed gravity values.
 AJ0586
 AJ0586;                    North         East    Units  Estimated Accuracy
 AJ0586;SPC TX S     - 5,167,910.      274,510.      MT  (+/- 180 meters Scaled)
 AJ0586
 AJ0586                          SUPERSEDED SURVEY CONTROL
 AJ0586
 AJ0586  NGVD 29 (??/??/92)  200.246  (m)          656.97   (f) ADJ UNCH    2 0
 AJ0586
 AJ0586.Superseded values are not recommended for survey control.
 AJ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0586.See file dsdata.txt to determine how the superseded data were derived.
 AJ0586
 AJ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR240066(NAD 83)
 AJ0586_MARKER: DB = BENCH MARK DISK
 AJ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0586_STAMPING: H 778 1943
 AJ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0586+STABILITY: SURFACE MOTION
 AJ0586
 AJ0586  HISTORY     - Date     Condition        Report By
 AJ0586  HISTORY     - 1943     MONUMENTED       CGS
 AJ0586  HISTORY     - 1968     GOOD             NGS
 AJ0586
 AJ0586                          STATION DESCRIPTION
 AJ0586
 AJ0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AJ0586'10.7 MI SW FROM HEBBRONVILLE.
 AJ0586'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAYS 16-285 FROM THERE JUNCTION
 AJ0586'WITH STATE HIGHWAY 359 IN HEBBRONVILLE, THENCE 10.3 MILE SOUTHWEST
 AJ0586'ALONG STATE HIGHWAY 16 TO SITE OF BENCH MARK.  THE BENCH MARK IS ABOUT
 AJ0586'0.1 MILE NORTHWEST OF THE HIGHWAY ALONG AN OLD SECTION OF THE ROAD. 33
 AJ0586'FEET EAST OF THE CENTER LINE OF ROAD, 1 FOOT WEST OF THE FENCE LINE,
 AJ0586'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  A STANDARD C AND GS BENCH
 AJ0586'MARK DISK SET IN AN 8 X 8 IN. CONCRETE POST WHICH PROJECTS 3 INCHES
 AJ0586'ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0639 ***********************************************************************
 AJ0639  DESIGNATION -  H 779
 AJ0639  PID         -  AJ0639
 AJ0639  STATE/COUNTY-  TX/JIM HOGG
 AJ0639  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0639
 AJ0639                         *CURRENT SURVEY CONTROL
 AJ0639  ___________________________________________________________________
 AJ0639* NAD 83(1986)-  27 12 21.     (N)    098 56 03.     (W)     SCALED    
 AJ0639* NAVD 88     -       200.295  (meters)     657.13   (feet)  POSTED    
 AJ0639  ___________________________________________________________________
 AJ0639  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AJ0639  DYNAMIC HT  -         199.970 (meters)     656.07  (feet)  COMP
 AJ0639  MODELED GRAV-     979,029.1   (mgal)                       NAVD 88
 AJ0639
 AJ0639  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AJ0639
 AJ0639.The horizontal coordinates were scaled from a topographic map and have
 AJ0639.an estimated accuracy of +/- 6 seconds.
 AJ0639
 AJ0639.The orthometric height was determined by differential leveling
 AJ0639.and adjusted by the National Geodetic Survey in 1992..
 AJ0639.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AJ0639.rate of 2.1 thru 3.0 mm/km.
 AJ0639
 AJ0639.The geoid height was determined by GEOID03.
 AJ0639
 AJ0639.The dynamic height is computed by dividing the NAVD 88
 AJ0639.geopotential number by the normal gravity value computed on the
 AJ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0639.degrees latitude (g = 980.6199 gals.).
 AJ0639
 AJ0639.The modeled gravity was interpolated from observed gravity values.
 AJ0639
 AJ0639;                    North         East    Units  Estimated Accuracy
 AJ0639;SPC TX S     - 5,170,600.      256,990.      MT  (+/- 180 meters Scaled)
 AJ0639
 AJ0639                          SUPERSEDED SURVEY CONTROL
 AJ0639
 AJ0639  NGVD 29 (??/??/92)  200.325  (m)          657.23   (f) ADJ UNCH    2 0
 AJ0639
 AJ0639.Superseded values are not recommended for survey control.
 AJ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0639.See file dsdata.txt to determine how the superseded data were derived.
 AJ0639
 AJ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR065092(NAD 83)
 AJ0639_MARKER: DB = BENCH MARK DISK
 AJ0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0639_STAMPING: H 779 1943
 AJ0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0639+STABILITY: SURFACE MOTION
 AJ0639
 AJ0639  HISTORY     - Date     Condition        Report By
 AJ0639  HISTORY     - 1943     MONUMENTED       CGS
 AJ0639  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0639
 AJ0639                          STATION DESCRIPTION
 AJ0639
 AJ0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0639'10.0 MI NW FROM PETROLEUM.
 AJ0639'TO REACH FROM THE PETROLEUM X-ROADS, PROCEED WESTERLY ON GRADED ROAD,
 AJ0639'GO 0.4 MILE.  TURN NORTHERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE, AND
 AJ0639'GO 9.6 MILES TO THE INTERSECTION OF A ROAD TO HEBBRONVILLE AND SITE OF
 AJ0639'BENCH MARK.  BENCH MARK IS ABOUT 200 FEET NORTH OF THE INTERSECTION OF
 AJ0639'THE ROAD TO HEBBRONVILLE AT THOMPSONVILLE.  ABOUT 120 FEET NORTH OF A
 AJ0639'CATTLEGUARD.  50 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0639'CENTERLINE OF THE NORTH-SOUTH ROAD.  3.0 FEET NORTH OF A 4 BY 4 INCH
 AJ0639'WOODEN MARKER POST.  AND 1.0 FOOT WEST OF THE RIGHT OF WAY FENCE.
 AJ0639
 AJ0639                          STATION RECOVERY (1972)
 AJ0639
 AJ0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0027 ***********************************************************************
 BO0027  DESIGNATION -  H 78
 BO0027  PID         -  BO0027
 BO0027  STATE/COUNTY-  TX/EDWARDS
 BO0027  USGS QUAD   -  ELBOW LAKE (1987)
 BO0027
 BO0027                         *CURRENT SURVEY CONTROL
 BO0027  ___________________________________________________________________
 BO0027* NAD 83(1986)-  30 09 04.     (N)    100 08 14.     (W)     SCALED    
 BO0027* NAVD 88     -       647.578  (meters)    2124.60   (feet)  ADJUSTED  
 BO0027  ___________________________________________________________________
 BO0027  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0027  DYNAMIC HT  -         646.625 (meters)    2121.47  (feet)  COMP
 BO0027  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 BO0027
 BO0027  VERT ORDER  -  FIRST     CLASS II
 BO0027
 BO0027.The horizontal coordinates were scaled from a topographic map and have
 BO0027.an estimated accuracy of +/- 6 seconds.
 BO0027
 BO0027.The orthometric height was determined by differential leveling
 BO0027.and adjusted by the National Geodetic Survey in June 1991..
 BO0027
 BO0027.The geoid height was determined by GEOID03.
 BO0027
 BO0027.The dynamic height is computed by dividing the NAVD 88
 BO0027.geopotential number by the normal gravity value computed on the
 BO0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0027.degrees latitude (g = 980.6199 gals.).
 BO0027
 BO0027.The modeled gravity was interpolated from observed gravity values.
 BO0027
 BO0027;                    North         East    Units  Estimated Accuracy
 BO0027;SPC TXSC     - 4,257,410.      490,450.      MT  (+/- 180 meters Scaled)
 BO0027
 BO0027                          SUPERSEDED SURVEY CONTROL
 BO0027
 BO0027  NGVD 29 (??/??/92)  647.528  (m)         2124.43   (f) ADJ UNCH    1 2
 BO0027
 BO0027.Superseded values are not recommended for survey control.
 BO0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0027.See file dsdata.txt to determine how the superseded data were derived.
 BO0027
 BO0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU904360(NAD 83)
 BO0027_MARKER: DB = BENCH MARK DISK
 BO0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0027_STAMPING: 2124.431 H 78 1931
 BO0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0027+STABILITY: SURFACE MOTION
 BO0027
 BO0027  HISTORY     - Date     Condition        Report By
 BO0027  HISTORY     - 1931     MONUMENTED       CGS
 BO0027  HISTORY     - 1960     GOOD             NGS
 BO0027
 BO0027                          STATION DESCRIPTION
 BO0027
 BO0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BO0027'11.2 MI NE FROM ROCK SPRINGS.
 BO0027'11.2 MILES NORTHEAST ALONG STATE HIGHWAY 29 FROM ROCKSPRINGS, EDWARDS
 BO0027'COUNTY. AT A CURVE IN THE HIGHWAY, 75 FEET EAST OF A DRAW AND 45 FEET
 BO0027'WEST OF THE HIGHWAY.  A STANDARD DISK, STAMPED 2124.431 H 78 1931 AND
 BO0027'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0442 ***********************************************************************
 AM0442  DESIGNATION -  H 78 TX
 AM0442  PID         -  AM0442
 AM0442  STATE/COUNTY-  TX/BRAZORIA
 AM0442  USGS QUAD   -  FREEPORT (1974)
 AM0442
 AM0442                         *CURRENT SURVEY CONTROL
 AM0442  ___________________________________________________________________
 AM0442* NAD 83(1993)-  28 58 23.50901(N)    095 15 40.83303(W)     ADJUSTED  
 AM0442* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 AM0442  ___________________________________________________________________
 AM0442  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AM0442  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AM0442
 AM0442  HORZ ORDER  -  THIRD
 AM0442
 AM0442.The horizontal coordinates were established by classical geodetic methods
 AM0442.and adjusted by the National Geodetic Survey in February 1996..
 AM0442
 AM0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0442
 AM0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0442
 AM0442.The geoid height was determined by GEOID03.
 AM0442
 AM0442;                    North         East     Units Scale Factor Converg.
 AM0442;SPC TXSC     - 4,132,150.965   964,279.970   MT  0.99988304   +1 49 53.8
 AM0442;SPC TXSC     -13,556,898.62  3,163,641.87   sFT  0.99988304   +1 49 53.8
 AM0442;UTM  15      - 3,207,123.050   279,658.016   MT  1.00019916   -1 05 45.0
 AM0442
 AM0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0442!SPC TXSC     -   1.00000391  x   0.99988304  =   0.99988695
 AM0442!UTM  15      -   1.00000391  x   1.00019916  =   1.00020307
 AM0442
 AM0442:                Primary Azimuth Mark                     Grid Az
 AM0442:SPC TXSC     -  H 77 TX                                  060 31 03.8
 AM0442:UTM  15      -  H 77 TX                                  063 26 42.6
 AM0442
 AM0442|---------------------------------------------------------------------|
 AM0442| PID    Reference Object                     Distance      Geod. Az  |
 AM0442|                                                           dddmmss.s |
 AM0442| AM0441 H 77 TX                             APPROX. 0.5 KM 0622057.6 |
 AM0442| AM0443 H 79 TX                             APPROX. 0.7 KM 2132207.3 |
 AM0442|---------------------------------------------------------------------|
 AM0442
 AM0442                          SUPERSEDED SURVEY CONTROL
 AM0442
 AM0442  NAD 83(1986)-  28 58 23.51796(N)    095 15 40.81313(W) AD(       ) 3
 AM0442  NAD 27      -  28 58 22.63279(N)    095 15 40.04582(W) AD(       ) 3
 AM0442  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 AM0442
 AM0442.Superseded values are not recommended for survey control.
 AM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0442.See file dsdata.txt to determine how the superseded data were derived.
 AM0442
 AM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7965807123(NAD 83)
 AM0442_MARKER: DD = SURVEY DISK
 AM0442_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AM0442_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AM0442_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AM0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0442+STABILITY: SURFACE MOTION
 AM0442
 AM0442  HISTORY     - Date     Condition        Report By
 AM0442  HISTORY     - 1979     MONUMENTED       NOS
 AM0442  HISTORY     - 1982     GOOD             NOS
 AM0442  HISTORY     - 19950501 MARK NOT FOUND   USPSQD
 AM0442  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0442  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0442
 AM0442                          STATION DESCRIPTION
 AM0442
 AM0442'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0442'THE STATION IS LOCATED 1 MILE NORTHEAST OF SURFSIDE.
 AM0442'
 AM0442'TO REACH FROM THE JUNCTION OF COUNTY ROADS 257 AND 332 IN SURFSIDE
 AM0442'GO NORTHEAST ON COUNTY ROAD 257 FOR 1.1 MILE TO THE STATION
 AM0442'ON THE LEFT.
 AM0442'
 AM0442'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 78 TX 1979---,
 AM0442'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN CONCRETE
 AM0442'AND PROJECTING 4 INCHES. IT IS 57 FEET NORTHWEST OF THE CENTER OF
 AM0442'COUNTY ROAD 257, 3 FEET EAST OF POWER POLE RPL 436 WITH WITNESS
 AM0442'SIGN AND 2 FEET SOUTH OF A TELEPHONE CABLE JUNCTION CYLINDER.
 AM0442'
 AM0442'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AM0442
 AM0442                          STATION RECOVERY (1982)
 AM0442
 AM0442'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0442'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AM0442
 AM0442                          STATION RECOVERY (1995)
 AM0442
 AM0442'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0442'MARK NOT FOUND.
 AM0442
 AM0442                          STATION RECOVERY (2004)
 AM0442
 AM0442'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0442'MARK NOT FOUND.
 AM0442
 AM0442                          STATION RECOVERY (2005)
 AM0442
 AM0442'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0036 ***********************************************************************
 BO0036  DESIGNATION -  H 78 USGS
 BO0036  PID         -  BO0036
 BO0036  STATE/COUNTY-  TX/EDWARDS
 BO0036  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0036
 BO0036                         *CURRENT SURVEY CONTROL
 BO0036  ___________________________________________________________________
 BO0036* NAD 83(1986)-  30 01 02.     (N)    100 12 17.     (W)     SCALED    
 BO0036* NAVD 88     -       732.027  (meters)    2401.66   (feet)  ADJUSTED  
 BO0036  ___________________________________________________________________
 BO0036  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BO0036  DYNAMIC HT  -         730.938 (meters)    2398.09  (feet)  COMP
 BO0036  MODELED GRAV-     979,130.3   (mgal)                       NAVD 88
 BO0036
 BO0036  VERT ORDER  -  FIRST     CLASS II
 BO0036
 BO0036.The horizontal coordinates were scaled from a topographic map and have
 BO0036.an estimated accuracy of +/- 6 seconds.
 BO0036
 BO0036.The orthometric height was determined by differential leveling
 BO0036.and adjusted by the National Geodetic Survey in June 1991..
 BO0036.WARNING-Repeat measurements at this control monument indicate possible
 BO0036.vertical movement.
 BO0036
 BO0036.The geoid height was determined by GEOID03.
 BO0036
 BO0036.The dynamic height is computed by dividing the NAVD 88
 BO0036.geopotential number by the normal gravity value computed on the
 BO0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0036.degrees latitude (g = 980.6199 gals.).
 BO0036
 BO0036.The modeled gravity was interpolated from observed gravity values.
 BO0036
 BO0036;                    North         East    Units  Estimated Accuracy
 BO0036;SPC TXSC     - 4,242,640.      483,790.      MT  (+/- 180 meters Scaled)
 BO0036
 BO0036                          SUPERSEDED SURVEY CONTROL
 BO0036
 BO0036.No superseded survey control is available for this station.
 BO0036
 BO0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU838213(NAD 83)
 BO0036_MARKER: DD = SURVEY DISK
 BO0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0036_SP_SET: STEP
 BO0036_STAMPING: 2401.429 H 78 1923
 BO0036_MARK LOGO: USGS  
 BO0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0036
 BO0036  HISTORY     - Date     Condition        Report By
 BO0036  HISTORY     - 1923     MONUMENTED       USGS
 BO0036  HISTORY     - 1981     GOOD             NGS
 BO0036
 BO0036                          STATION DESCRIPTION
 BO0036
 BO0036'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 BO0036'IN ROCK SPRINGS.
 BO0036'AT ROCKSPRINGS, EDWARDS COUNTY, AT THE HIGH SCHOOL, AT THE WEST
 BO0036'ENTRANCE, AND IN THE SOUTHEAST CORNER OF THE STONE STEP.  A U.S.
 BO0036'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2401.429 H 78 1923. NOTE-- IT
 BO0036'WAS REPORTED IN JANUARY 1939 THAT A PORCH HAS BEEN BUILT OVER THE
 BO0036'MARK.
 BO0036
 BO0036                          STATION RECOVERY (1981)
 BO0036
 BO0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0036'IN ROCKSPRINGS, IN THE SOUTHEAST CORNER OF THE SIDEWALK TO THE EAST
 BO0036'ENTRANCE OF THE ROCKSPRINGS JUNIOR HIGH SCHOOL, 15.3 METERS (50.2 FT)
 BO0036'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL AND 8.2 METERS
 BO0036'(26.9 FT) EAST-SOUTHEAST OF THE CENTER OF THE ENTRANCE.
 BO0036'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0678 ***********************************************************************
 AJ0678  DESIGNATION -  H 780
 AJ0678  PID         -  AJ0678
 AJ0678  STATE/COUNTY-  TX/JIM HOGG
 AJ0678  USGS QUAD   -  BRUNI SE (1972)
 AJ0678
 AJ0678                         *CURRENT SURVEY CONTROL
 AJ0678  ___________________________________________________________________
 AJ0678* NAD 83(1986)-  27 15 16.     (N)    098 46 45.     (W)     SCALED    
 AJ0678* NAVD 88     -       211.207  (meters)     692.93   (feet)  POSTED    
 AJ0678  ___________________________________________________________________
 AJ0678  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AJ0678  DYNAMIC HT  -         210.870 (meters)     691.83  (feet)  COMP
 AJ0678  MODELED GRAV-     979,027.6   (mgal)                       NAVD 88
 AJ0678
 AJ0678  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0678
 AJ0678.The horizontal coordinates were scaled from a topographic map and have
 AJ0678.an estimated accuracy of +/- 6 seconds.
 AJ0678
 AJ0678.The orthometric height was determined by differential leveling
 AJ0678.and adjusted by the National Geodetic Survey in 1992..
 AJ0678.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0678.rate of 0.0 thru 1.0 mm/km.
 AJ0678
 AJ0678.The geoid height was determined by GEOID03.
 AJ0678
 AJ0678.The dynamic height is computed by dividing the NAVD 88
 AJ0678.geopotential number by the normal gravity value computed on the
 AJ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0678.degrees latitude (g = 980.6199 gals.).
 AJ0678
 AJ0678.The modeled gravity was interpolated from observed gravity values.
 AJ0678
 AJ0678;                    North         East    Units  Estimated Accuracy
 AJ0678;SPC TX S     - 5,175,940.      272,360.      MT  (+/- 180 meters Scaled)
 AJ0678
 AJ0678                          SUPERSEDED SURVEY CONTROL
 AJ0678
 AJ0678  NGVD 29 (??/??/92)  211.229  (m)          693.01   (f) ADJ UNCH    2 0
 AJ0678
 AJ0678.Superseded values are not recommended for survey control.
 AJ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0678.See file dsdata.txt to determine how the superseded data were derived.
 AJ0678
 AJ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR218146(NAD 83)
 AJ0678_MARKER: DB = BENCH MARK DISK
 AJ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0678_STAMPING: H 780 1943
 AJ0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0678+STABILITY: SURFACE MOTION
 AJ0678
 AJ0678  HISTORY     - Date     Condition        Report By
 AJ0678  HISTORY     - 1943     MONUMENTED       CGS
 AJ0678  HISTORY     - 1972     GOOD             USGS
 AJ0678
 AJ0678                          STATION DESCRIPTION
 AJ0678
 AJ0678'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AJ0678'2.0 MI SW FROM HEBBRONVILLE.
 AJ0678'2.0 MILES SOUTHWEST ALONG THE ZAPATA HWY (STATE HWY 16) FROM THE JCT.
 AJ0678'OF STATE HWY 285 AT HEBBRONVILLE, JIM HOGG COUNTY, THENCE WEST 6.3
 AJ0678'MILES ALONG HWY 3073 TO A GRAVEL ROAD LEADING SOUTH.  193 FEET SOUTH
 AJ0678'OF THE CENTER LINE OF HIGHWAY, 36 FEET WEST OF THE CENTER LINE OF THE
 AJ0678'GRAVEL ROAD, AND 2.0 FEET HIGHER.  A STANDARD DISK STAMPED H 780 1943
 AJ0678'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AJ0678'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0554 ***********************************************************************
 AJ0554  DESIGNATION -  H 781
 AJ0554  PID         -  AJ0554
 AJ0554  STATE/COUNTY-  TX/JIM HOGG
 AJ0554  USGS QUAD   -  ALTA VISTA RANCH SW (1972)
 AJ0554
 AJ0554                         *CURRENT SURVEY CONTROL
 AJ0554  ___________________________________________________________________
 AJ0554* NAD 83(1986)-  27 00 18.     (N)    098 41 20.     (W)     SCALED    
 AJ0554* NAVD 88     -       157.867  (meters)     517.94   (feet)  ADJUSTED  
 AJ0554  ___________________________________________________________________
 AJ0554  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AJ0554  DYNAMIC HT  -         157.610 (meters)     517.09  (feet)  COMP
 AJ0554  MODELED GRAV-     979,017.4   (mgal)                       NAVD 88
 AJ0554
 AJ0554  VERT ORDER  -  SECOND    CLASS 0
 AJ0554
 AJ0554.The horizontal coordinates were scaled from a topographic map and have
 AJ0554.an estimated accuracy of +/- 6 seconds.
 AJ0554
 AJ0554.The orthometric height was determined by differential leveling
 AJ0554.and adjusted by the National Geodetic Survey in June 1991..
 AJ0554
 AJ0554.The geoid height was determined by GEOID03.
 AJ0554
 AJ0554.The dynamic height is computed by dividing the NAVD 88
 AJ0554.geopotential number by the normal gravity value computed on the
 AJ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0554.degrees latitude (g = 980.6199 gals.).
 AJ0554
 AJ0554.The modeled gravity was interpolated from observed gravity values.
 AJ0554
 AJ0554;                    North         East    Units  Estimated Accuracy
 AJ0554;SPC TX S     - 5,148,290.      281,260.      MT  (+/- 180 meters Scaled)
 AJ0554
 AJ0554                          SUPERSEDED SURVEY CONTROL
 AJ0554
 AJ0554  NGVD 29 (??/??/92)  157.902  (m)          518.05   (f) ADJ UNCH    2 0
 AJ0554
 AJ0554.Superseded values are not recommended for survey control.
 AJ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0554.See file dsdata.txt to determine how the superseded data were derived.
 AJ0554
 AJ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ308870(NAD 83)
 AJ0554_MARKER: DB = BENCH MARK DISK
 AJ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0554_STAMPING: H 781 1943
 AJ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0554+STABILITY: SURFACE MOTION
 AJ0554
 AJ0554  HISTORY     - Date     Condition        Report By
 AJ0554  HISTORY     - 1943     MONUMENTED       CGS
 AJ0554  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0554
 AJ0554                          STATION DESCRIPTION
 AJ0554
 AJ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0554'1.6 MI NW FROM PALANGANA RANCH.
 AJ0554'TO REACH FROM THE PALANGANA RANCH HEADQUARTERS, PROCEED NORTHWESTERLY
 AJ0554'ON TRACK ROAD TO THE SAN PABLO RANCH, GO 1.0 MILE TO A GATE, PASS
 AJ0554'THROUGH GATE.  AND TURN WESTERLY (LEFT) AND GO 0.6 MILES TO SITE OF
 AJ0554'BENCH MARK.  BENCH MARK IS 6.7 MILES EAST OF THE SAN PABLO RANCH
 AJ0554'HEADQUARTERS.  ABOUT 0.5 MILE EAST OF A GATE IN FENCE ACROSS THE ROAD.
 AJ0554'ABOUT 60 FEET WEST OF A CLUMP OF MESQUITE TREES.  15 FEET SOUTH OF
 AJ0554'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. AND 3.0
 AJ0554'FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.
 AJ0554
 AJ0554                          STATION RECOVERY (1972)
 AJ0554
 AJ0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0950 ***********************************************************************
 AE0950  DESIGNATION -  H 782
 AE0950  PID         -  AE0950
 AE0950  STATE/COUNTY-  TX/JIM HOGG
 AE0950  USGS QUAD   -  AGUA NUEVA NW (1972)
 AE0950
 AE0950                         *CURRENT SURVEY CONTROL
 AE0950  ___________________________________________________________________
 AE0950* NAD 83(1986)-  26 53 26.     (N)    098 37 40.     (W)     SCALED    
 AE0950* NAVD 88     -       140.442  (meters)     460.77   (feet)  ADJUSTED  
 AE0950  ___________________________________________________________________
 AE0950  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AE0950  DYNAMIC HT  -         140.213 (meters)     460.02  (feet)  COMP
 AE0950  MODELED GRAV-     979,011.5   (mgal)                       NAVD 88
 AE0950
 AE0950  VERT ORDER  -  SECOND    CLASS 0
 AE0950
 AE0950.The horizontal coordinates were scaled from a topographic map and have
 AE0950.an estimated accuracy of +/- 6 seconds.
 AE0950
 AE0950.The orthometric height was determined by differential leveling
 AE0950.and adjusted by the National Geodetic Survey in June 1991..
 AE0950
 AE0950.The geoid height was determined by GEOID03.
 AE0950
 AE0950.The dynamic height is computed by dividing the NAVD 88
 AE0950.geopotential number by the normal gravity value computed on the
 AE0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0950.degrees latitude (g = 980.6199 gals.).
 AE0950
 AE0950.The modeled gravity was interpolated from observed gravity values.
 AE0950
 AE0950;                    North         East    Units  Estimated Accuracy
 AE0950;SPC TX S     - 5,135,600.      287,310.      MT  (+/- 180 meters Scaled)
 AE0950
 AE0950                          SUPERSEDED SURVEY CONTROL
 AE0950
 AE0950  NGVD 29 (??/??/92)  140.489  (m)          460.92   (f) ADJ UNCH    2 0
 AE0950
 AE0950.Superseded values are not recommended for survey control.
 AE0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0950.See file dsdata.txt to determine how the superseded data were derived.
 AE0950
 AE0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ369743(NAD 83)
 AE0950_MARKER: DB = BENCH MARK DISK
 AE0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0950_STAMPING: H 782 1943
 AE0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0950+STABILITY: SURFACE MOTION
 AE0950
 AE0950  HISTORY     - Date     Condition        Report By
 AE0950  HISTORY     - 1943     MONUMENTED       CGS
 AE0950  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0950
 AE0950                          STATION DESCRIPTION
 AE0950
 AE0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0950'3.7 MI SW FROM AGUA NUEVA.
 AE0950'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED SOUTHERLY ON THE
 AE0950'ROAD TO RIO GRANDE CITY, GO 1.7 MILES.  TURN WESTERLY (RIGHT) ONTO A
 AE0950'TRACK ROAD TO THE T. T. EAST RANCH HEADQUARTERS AND GO 2.0 MILES TO
 AE0950'SITE OF BENCH MARK.  BENCH MARK IS ON THE WEST SLOPE OF A SAND RIDGE,
 AE0950'IT IS 22 FEET NORTH OF THE CENTERLINE OF THE NORTHERMOST TRACK OF THE
 AE0950'TRACK ROAD.  AND 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.
 AE0950
 AE0950                          STATION RECOVERY (1972)
 AE0950
 AE0950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0941 ***********************************************************************
 AE0941  DESIGNATION -  H 783
 AE0941  PID         -  AE0941
 AE0941  STATE/COUNTY-  TX/STARR
 AE0941  USGS QUAD   -  CUEVITAS (1972)
 AE0941
 AE0941                         *CURRENT SURVEY CONTROL
 AE0941  ___________________________________________________________________
 AE0941* NAD 83(1986)-  26 48 47.     (N)    098 47 01.     (W)     SCALED    
 AE0941* NAVD 88     -       163.953  (meters)     537.90   (feet)  ADJUSTED  
 AE0941  ___________________________________________________________________
 AE0941  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AE0941  DYNAMIC HT  -         163.683 (meters)     537.02  (feet)  COMP
 AE0941  MODELED GRAV-     979,002.2   (mgal)                       NAVD 88
 AE0941
 AE0941  VERT ORDER  -  SECOND    CLASS 0
 AE0941
 AE0941.The horizontal coordinates were scaled from a topographic map and have
 AE0941.an estimated accuracy of +/- 6 seconds.
 AE0941
 AE0941.The orthometric height was determined by differential leveling
 AE0941.and adjusted by the National Geodetic Survey in June 1991..
 AE0941
 AE0941.The geoid height was determined by GEOID03.
 AE0941
 AE0941.The dynamic height is computed by dividing the NAVD 88
 AE0941.geopotential number by the normal gravity value computed on the
 AE0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0941.degrees latitude (g = 980.6199 gals.).
 AE0941
 AE0941.The modeled gravity was interpolated from observed gravity values.
 AE0941
 AE0941;                    North         East    Units  Estimated Accuracy
 AE0941;SPC TX S     - 5,127,040.      271,810.      MT  (+/- 180 meters Scaled)
 AE0941
 AE0941                          SUPERSEDED SURVEY CONTROL
 AE0941
 AE0941  NGVD 29 (??/??/92)  163.993  (m)          538.03   (f) ADJ UNCH    2 0
 AE0941
 AE0941.Superseded values are not recommended for survey control.
 AE0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0941.See file dsdata.txt to determine how the superseded data were derived.
 AE0941
 AE0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ215657(NAD 83)
 AE0941_MARKER: DB = BENCH MARK DISK
 AE0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0941_STAMPING: H 783 1943
 AE0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0941+STABILITY: SURFACE MOTION
 AE0941
 AE0941  HISTORY     - Date     Condition        Report By
 AE0941  HISTORY     - 1943     MONUMENTED       CGS
 AE0941  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0941
 AE0941                          STATION DESCRIPTION
 AE0941
 AE0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0941'6.8 MI NE FROM VIBORAS.
 AE0941'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED NORTHEASTERLY ON A
 AE0941'TRACK ROAD TO THE A. C. JONES RANCH, GO 5.1 MILES TO A GATE AT THE T.
 AE0941'T. EAST PROPERTY LINE, PASS THROUGH THE GATE AND CONTINUE
 AE0941'NORTHEASTERLY ON THE MIDDLE ONE OF THREE ROADS AT THE GATE AND GO 1.7
 AE0941'MILES TO SITE OF BENCH MARK.  BENCH MARK IS 18 FEET SOUTHEAST OF AND
 AE0941'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  AND 3.0 FEET
 AE0941'EAST OF A 4 BY 4 INCH WOODEN MARKER POST.
 AE0941
 AE0941                          STATION RECOVERY (1972)
 AE0941
 AE0941'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1320 ***********************************************************************
 AX1320  DESIGNATION -  H 784
 AX1320  PID         -  AX1320
 AX1320  STATE/COUNTY-  TX/BASTROP
 AX1320  USGS QUAD   -  ROSANKY (1981)
 AX1320
 AX1320                         *CURRENT SURVEY CONTROL
 AX1320  ___________________________________________________________________
 AX1320* NAD 83(1986)-  29 55 58.     (N)    097 19 39.     (W)     SCALED    
 AX1320* NAVD 88     -       142.09   (+/-2cm)     466.2    (feet)  VERTCON   
 AX1320  ___________________________________________________________________
 AX1320  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX1320
 AX1320  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1320
 AX1320.The horizontal coordinates were scaled from a topographic map and have
 AX1320.an estimated accuracy of +/- 6 seconds.
 AX1320
 AX1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1320.The vertical order pertains to the NGVD 29 superseded value.
 AX1320
 AX1320.The geoid height was determined by GEOID03.
 AX1320
 AX1320;                    North         East    Units  Estimated Accuracy
 AX1320;SPC TX C     - 3,033,420.      990,200.      MT  (+/- 180 meters Scaled)
 AX1320
 AX1320                          SUPERSEDED SURVEY CONTROL
 AX1320
 AX1320  NGVD 29 (??/??/92)  142.034  (m)          465.99   (f) ADJ UNCH    1 2
 AX1320
 AX1320.Superseded values are not recommended for survey control.
 AX1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1320.See file dsdata.txt to determine how the superseded data were derived.
 AX1320
 AX1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU614125(NAD 83)
 AX1320_MARKER: DB = BENCH MARK DISK
 AX1320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1320_SP_SET: CULVERT
 AX1320_STAMPING: H 784 1943
 AX1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1320
 AX1320  HISTORY     - Date     Condition        Report By
 AX1320  HISTORY     - 1943     MONUMENTED       CGS
 AX1320
 AX1320                          STATION DESCRIPTION
 AX1320
 AX1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1320'2.0 MI W FROM ROSANKY.
 AX1320'2.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1320'STATION AT ROSANKY, 0.4 MILE EAST OF MILEPOST 13, AT A CONCRETE
 AX1320'CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL, 30 FEET
 AX1320'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 10 FEET LOWER THAN THE
 AX1320'TRACK.  A STANDARD DISK, STAMPED H 784 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2160 ***********************************************************************
 AX2160  DESIGNATION -  H 786
 AX2160  PID         -  AX2160
 AX2160  STATE/COUNTY-  TX/HAYS
 AX2160  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2160
 AX2160                         *CURRENT SURVEY CONTROL
 AX2160  ___________________________________________________________________
 AX2160* NAD 83(1986)-  29 52 16.     (N)    097 56 47.     (W)     SCALED    
 AX2160* NAVD 88     -       177.947  (meters)     583.81   (feet)  ADJUSTED  
 AX2160  ___________________________________________________________________
 AX2160  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AX2160  DYNAMIC HT  -         177.696 (meters)     582.99  (feet)  COMP
 AX2160  MODELED GRAV-     979,225.8   (mgal)                       NAVD 88
 AX2160
 AX2160  VERT ORDER  -  FIRST     CLASS II
 AX2160
 AX2160.The horizontal coordinates were scaled from a topographic map and have
 AX2160.an estimated accuracy of +/- 6 seconds.
 AX2160
 AX2160.The orthometric height was determined by differential leveling
 AX2160.and adjusted by the National Geodetic Survey in June 1991..
 AX2160
 AX2160.The geoid height was determined by GEOID03.
 AX2160
 AX2160.The dynamic height is computed by dividing the NAVD 88
 AX2160.geopotential number by the normal gravity value computed on the
 AX2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2160.degrees latitude (g = 980.6199 gals.).
 AX2160
 AX2160.The modeled gravity was interpolated from observed gravity values.
 AX2160
 AX2160;                    North         East    Units  Estimated Accuracy
 AX2160;SPC TXSC     - 4,226,300.      701,780.      MT  (+/- 180 meters Scaled)
 AX2160
 AX2160                          SUPERSEDED SURVEY CONTROL
 AX2160
 AX2160  NGVD 29 (??/??/92)  177.869  (m)          583.56   (f) ADJ UNCH    1 2
 AX2160
 AX2160.Superseded values are not recommended for survey control.
 AX2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2160.See file dsdata.txt to determine how the superseded data were derived.
 AX2160
 AX2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU017049(NAD 83)
 AX2160_MARKER: DB = BENCH MARK DISK
 AX2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2160_STAMPING: H 786 1943
 AX2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2160+STABILITY: SURFACE MOTION
 AX2160
 AX2160  HISTORY     - Date     Condition        Report By
 AX2160  HISTORY     - 1943     MONUMENTED       CGS
 AX2160  HISTORY     - 1953     GOOD             NGS
 AX2160  HISTORY     - 19880321 MARK NOT FOUND   USPSQD
 AX2160  HISTORY     - 19910828 MARK NOT FOUND   USPSQD
 AX2160  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2160  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2160
 AX2160                          STATION DESCRIPTION
 AX2160
 AX2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AX2160'0.7 MI S FROM SAN MARCOS.
 AX2160'0.7 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AX2160'STATION AT SAN MARCOS, HAYS COUNTY, 200 FEET SOUTHWEST OF A
 AX2160'BLOCK-SIGNAL CONTROL BOX, DIRECTLY ACROSS THE TRACK FROM POLE 210+12,
 AX2160'48 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTHEAST OF
 AX2160'THE RIGHT-OF-WAY FENCE AT A DIVISION-FENCE CORNER, 3 FEET NORTHEAST OF
 AX2160'A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK. A
 AX2160'STANDARD DISK, STAMPED H 786 1943 AND SET IN THE TOP OF A CONCRETE
 AX2160'POST PROJECTING ABOUT 3.6 FOOT ABOVE GROUND.
 AX2160
 AX2160                          STATION RECOVERY (1988)
 AX2160
 AX2160'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEP)
 AX2160'MARK NOT FOUND.
 AX2160
 AX2160                          STATION RECOVERY (1991)
 AX2160
 AX2160'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2160'MARK NOT FOUND.
 AX2160
 AX2160                          STATION RECOVERY (1993)
 AX2160
 AX2160'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2160'MARK NOT FOUND.
 AX2160
 AX2160                          STATION RECOVERY (1999)
 AX2160
 AX2160'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2260 ***********************************************************************
 AX2260  DESIGNATION -  H 787
 AX2260  PID         -  AX2260
 AX2260  STATE/COUNTY-  TX/GUADALUPE
 AX2260  USGS QUAD   -  MARTINDALE (1994)
 AX2260
 AX2260                         *CURRENT SURVEY CONTROL
 AX2260  ___________________________________________________________________
 AX2260* NAD 83(1986)-  29 45 45.     (N)    097 52 27.     (W)     SCALED    
 AX2260* NAVD 88     -       177.86   (+/-2cm)     583.5    (feet)  VERTCON   
 AX2260  ___________________________________________________________________
 AX2260  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AX2260
 AX2260  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2260
 AX2260.The horizontal coordinates were scaled from a topographic map and have
 AX2260.an estimated accuracy of +/- 6 seconds.
 AX2260
 AX2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2260.The vertical order pertains to the NGVD 29 superseded value.
 AX2260
 AX2260.The geoid height was determined by GEOID03.
 AX2260
 AX2260;                    North         East    Units  Estimated Accuracy
 AX2260;SPC TXSC     - 4,214,330.      708,870.      MT  (+/- 180 meters Scaled)
 AX2260
 AX2260                          SUPERSEDED SURVEY CONTROL
 AX2260
 AX2260  NGVD 29 (??/??/92)  177.791  (m)          583.30   (f) ADJ UNCH    2 0
 AX2260
 AX2260.Superseded values are not recommended for survey control.
 AX2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2260.See file dsdata.txt to determine how the superseded data were derived.
 AX2260
 AX2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT088930(NAD 83)
 AX2260_MARKER: DB = BENCH MARK DISK
 AX2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2260_STAMPING: H 787 1943
 AX2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2260+STABILITY: SURFACE MOTION
 AX2260
 AX2260  HISTORY     - Date     Condition        Report By
 AX2260  HISTORY     - 1943     MONUMENTED       CGS
 AX2260  HISTORY     - 1959     GOOD             DOD
 AX2260  HISTORY     - 1964     GOOD             USGS
 AX2260  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2260  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2260  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2260  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2260
 AX2260                          STATION DESCRIPTION
 AX2260
 AX2260'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2260'5.0 MI E FROM ZORN.
 AX2260'5.0 MILES EAST ALONG THE STAPLES ROAD FROM THE CROSSROADS AT ZORN,
 AX2260'GUADALUPE COUNTY, 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE
 AX2260'GRADE SCHOOL AT STAPLES, THENCE 2.4 MILES WEST ALONG THE ZORN ROAD.
 AX2260'0.1 MILE WEST OF A T-ROAD JUNCTION, 37 FEET SOUTHEAST OF THE
 AX2260'CENTERLINE OF THE ROAD, 4 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF
 AX2260'THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AX2260'AND LEVEL WITH THE ROAD.  THE CONCRETE POST PROJECTS 0.6 FOOT ABOVE
 AX2260'GROUND.  NOTE-- THE MARK IS 296 FEET SOUTHWEST OF THE INTERSECTING
 AX2260'CENTERLINES OF THE NORTHEAST-AND-SOUTHWEST ROAD AND A FARM ROAD TO THE
 AX2260'NORTHWEST, 194 FEET NORTHEAST OF THE JUNCTION OF A TRAIL TO THE
 AX2260'NORTHWEST, AND 32 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 AX2260'BUILDING.
 AX2260
 AX2260                          STATION RECOVERY (1964)
 AX2260
 AX2260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX2260'RECOVERED IN GOOD CONDITION.
 AX2260
 AX2260                          STATION RECOVERY (1988)
 AX2260
 AX2260'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2260'MARK NOT FOUND.
 AX2260
 AX2260                          STATION RECOVERY (1993)
 AX2260
 AX2260'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2260'MARK NOT FOUND.
 AX2260
 AX2260                          STATION RECOVERY (1993)
 AX2260
 AX2260'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2260'MARK NOT FOUND.
 AX2260
 AX2260                          STATION RECOVERY (1999)
 AX2260
 AX2260'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2250 ***********************************************************************
 AX2250  DESIGNATION -  H 788
 AX2250  PID         -  AX2250
 AX2250  STATE/COUNTY-  TX/GUADALUPE
 AX2250  USGS QUAD   -  KINGSBURY (1994)
 AX2250
 AX2250                         *CURRENT SURVEY CONTROL
 AX2250  ___________________________________________________________________
 AX2250* NAD 83(1986)-  29 41 55.     (N)    097 46 55.     (W)     SCALED    
 AX2250* NAVD 88     -       129.81   (+/-2cm)     425.9    (feet)  VERTCON   
 AX2250  ___________________________________________________________________
 AX2250  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2250
 AX2250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2250
 AX2250.The horizontal coordinates were scaled from a topographic map and have
 AX2250.an estimated accuracy of +/- 6 seconds.
 AX2250
 AX2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2250.The vertical order pertains to the NGVD 29 superseded value.
 AX2250
 AX2250.The geoid height was determined by GEOID03.
 AX2250
 AX2250;                    North         East    Units  Estimated Accuracy
 AX2250;SPC TXSC     - 4,207,340.      717,860.      MT  (+/- 180 meters Scaled)
 AX2250
 AX2250                          SUPERSEDED SURVEY CONTROL
 AX2250
 AX2250  NGVD 29 (??/??/92)  129.743  (m)          425.67   (f) ADJ UNCH    2 0
 AX2250
 AX2250.Superseded values are not recommended for survey control.
 AX2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2250.See file dsdata.txt to determine how the superseded data were derived.
 AX2250
 AX2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT178860(NAD 83)
 AX2250_MARKER: DB = BENCH MARK DISK
 AX2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2250_SP_SET: CONCRETE POST
 AX2250_STAMPING: H 788 1943
 AX2250_MARK LOGO: CGS   
 AX2250_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2250+STABILITY: SURFACE MOTION
 AX2250
 AX2250  HISTORY     - Date     Condition        Report By
 AX2250  HISTORY     - 1943     MONUMENTED       CGS
 AX2250  HISTORY     - 1959     GOOD             DOD
 AX2250  HISTORY     - 1988     GOOD             USPSQD
 AX2250  HISTORY     - 1990     GOOD             USPSQD
 AX2250  HISTORY     - 19930203 GOOD             USPSQD
 AX2250  HISTORY     - 19930808 GOOD             USPSQD
 AX2250  HISTORY     - 19990925 GOOD             USPSQD
 AX2250
 AX2250                          STATION DESCRIPTION
 AX2250
 AX2250'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2250'6.9 MI SE FROM STAPLES.
 AX2250'4.0 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE TOWN WATER TANK AT
 AX2250'STAPLES, GUADALUPE COUNTY, THENCE 2.9 MILES SOUTH. ON THE OUTSIDE OF A
 AX2250'SMALL CURVE IN THE ROAD, IN THE ANGLE OF A FENCE CORNER, 28 FEET
 AX2250'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTHWEST OF THE
 AX2250'RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AX2250'ABOUT 1-1/2 FEET LOWER THAN THE ROAD. NOTE-- THE MARK IS 101 FEET
 AX2250'SOUTHWEST OF THE SOUTHWEST EDGE OF THE NORTHWEST TREE IN A GROUP OF
 AX2250'THREE TREES, AND 82 FEET WEST OF THE SOUTH EDGE OF A LONE TREE ON THE
 AX2250'NORTHEAST SIDE OF THE ROAD.
 AX2250
 AX2250                          STATION RECOVERY (1988)
 AX2250
 AX2250'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2250'RECOVERED IN GOOD CONDITION.
 AX2250
 AX2250                          STATION RECOVERY (1990)
 AX2250
 AX2250'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2250'RECOVERED IN GOOD CONDITION.
 AX2250
 AX2250                          STATION RECOVERY (1993)
 AX2250
 AX2250'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2250'RECOVERED IN GOOD CONDITION.  NOTE--HAS ORANGE WITNESS POST 2 FEET
 AX2250'(0.6 M) EAST OF MARK.
 AX2250
 AX2250                          STATION RECOVERY (1993)
 AX2250
 AX2250'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2250'RECOVERED IN GOOD CONDITION.
 AX2250
 AX2250                          STATION RECOVERY (1999)
 AX2250
 AX2250'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2196 ***********************************************************************
 AX2196  DESIGNATION -  H 789
 AX2196  PID         -  AX2196
 AX2196  STATE/COUNTY-  TX/CALDWELL
 AX2196  USGS QUAD   -  MC MAHAN (1981)
 AX2196
 AX2196                         *CURRENT SURVEY CONTROL
 AX2196  ___________________________________________________________________
 AX2196* NAD 83(1986)-  29 47 06.     (N)    097 36 37.     (W)     SCALED    
 AX2196* NAVD 88     -       132.16   (+/-2cm)     433.6    (feet)  VERTCON   
 AX2196  ___________________________________________________________________
 AX2196  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2196
 AX2196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2196
 AX2196.The horizontal coordinates were scaled from a topographic map and have
 AX2196.an estimated accuracy of +/- 6 seconds.
 AX2196
 AX2196.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2196.The vertical order pertains to the NGVD 29 superseded value.
 AX2196
 AX2196.The geoid height was determined by GEOID03.
 AX2196
 AX2196;                    North         East    Units  Estimated Accuracy
 AX2196;SPC TXSC     - 4,217,100.      734,360.      MT  (+/- 180 meters Scaled)
 AX2196
 AX2196                          SUPERSEDED SURVEY CONTROL
 AX2196
 AX2196  NGVD 29 (??/??/92)  132.094  (m)          433.38   (f) ADJ UNCH    2 0
 AX2196
 AX2196.Superseded values are not recommended for survey control.
 AX2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2196.See file dsdata.txt to determine how the superseded data were derived.
 AX2196
 AX2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT343957(NAD 83)
 AX2196_MARKER: DB = BENCH MARK DISK
 AX2196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2196_SP_SET: CULVERT
 AX2196_STAMPING: H 789 1943
 AX2196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2196+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2196
 AX2196  HISTORY     - Date     Condition        Report By
 AX2196  HISTORY     - 1943     MONUMENTED       CGS
 AX2196  HISTORY     - 1959     GOOD             NGS
 AX2196  HISTORY     - 1990     GOOD             USPSQD
 AX2196  HISTORY     - 19930808 GOOD             USPSQD
 AX2196  HISTORY     - 19990925 GOOD             USPSQD
 AX2196  HISTORY     - 20060429 GOOD             USPSQD
 AX2196
 AX2196                          STATION DESCRIPTION
 AX2196
 AX2196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2196'7.4 MI E FROM JOLIET.
 AX2196'7.4 MILES EAST OF JOLIET, CALDWELL COUNTY.  THIS BENCH MARK MAY BE
 AX2196'REACHED FROM THE GRADE SCHOOL BY GOING 0.5 MILE NORTH ALONG STATE
 AX2196'HIGHWAY 29, TURN RIGHT AND GO 1.4 MILES NORTHEAST ALONG A GRADED DIRT
 AX2196'ROAD, TURN RIGHT AND GO 0.2 MILE SOUTH, TURN LEFT AND GO 2.8 MILES
 AX2196'NORTHEAST TO THE INTERSECTION OF A PAVED ROAD, AND TURN RIGHT AND GO
 AX2196'2.5 MILES SOUTH ALONG THE PAVED ROAD.  IT IS AT A CURVE IN THE ROAD,
 AX2196'AT A LARGE PIPE CULVERT, IN THE TOP OF THE NORTH END OF THE EAST
 AX2196'CONCRETE HEADWALL, 10 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 AX2196'LEVEL WITH THE ROAD.  NOTE-- THE MARK IS 190 FEET NORTHWEST OF THE
 AX2196'NORTH-NORTHWEST EDGE OF A LONE TREE SOUTHWEST OF THE ROAD, 155 FEET
 AX2196'SOUTH OF THE NORTH TIP OF GRASS BETWEEN ROADS TO THE SOUTH AND
 AX2196'SOUTH-SOUTHEAST, AND 77 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 AX2196'HIGHWAY AT A CURVE.
 AX2196
 AX2196                          STATION RECOVERY (1990)
 AX2196
 AX2196'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2196'RECOVERED IN GOOD CONDITION.
 AX2196
 AX2196                          STATION RECOVERY (1993)
 AX2196
 AX2196'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2196'RECOVERED IN GOOD CONDITION.
 AX2196
 AX2196                          STATION RECOVERY (1999)
 AX2196
 AX2196'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2196'RECOVERED IN GOOD CONDITION.
 AX2196
 AX2196                          STATION RECOVERY (2006)
 AX2196
 AX2196'RECOVERY NOTE BY US POWER SQUADRON 2006 (GS)
 AX2196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0196 ***********************************************************************
 AZ0196  DESIGNATION -  H 79
 AZ0196  PID         -  AZ0196
 AZ0196  STATE/COUNTY-  TX/EDWARDS
 AZ0196  USGS QUAD   -  CARTA VALLEY SE (1978)
 AZ0196
 AZ0196                         *CURRENT SURVEY CONTROL
 AZ0196  ___________________________________________________________________
 AZ0196* NAD 83(1986)-  29 47 37.     (N)    100 37 17.     (W)     SCALED    
 AZ0196* NAVD 88     -       604.783  (meters)    1984.19   (feet)  ADJUSTED  
 AZ0196  ___________________________________________________________________
 AZ0196  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 AZ0196  DYNAMIC HT  -         603.882 (meters)    1981.24  (feet)  COMP
 AZ0196  MODELED GRAV-     979,132.4   (mgal)                       NAVD 88
 AZ0196
 AZ0196  VERT ORDER  -  FIRST     CLASS II
 AZ0196
 AZ0196.The horizontal coordinates were scaled from a topographic map and have
 AZ0196.an estimated accuracy of +/- 6 seconds.
 AZ0196
 AZ0196.The orthometric height was determined by differential leveling
 AZ0196.and adjusted by the National Geodetic Survey in June 1991..
 AZ0196
 AZ0196.The geoid height was determined by GEOID03.
 AZ0196
 AZ0196.The dynamic height is computed by dividing the NAVD 88
 AZ0196.geopotential number by the normal gravity value computed on the
 AZ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0196.degrees latitude (g = 980.6199 gals.).
 AZ0196
 AZ0196.The modeled gravity was interpolated from observed gravity values.
 AZ0196
 AZ0196;                    North         East    Units  Estimated Accuracy
 AZ0196;SPC TXSC     - 4,218,340.      443,260.      MT  (+/- 180 meters Scaled)
 AZ0196
 AZ0196                          SUPERSEDED SURVEY CONTROL
 AZ0196
 AZ0196  NGVD 29 (??/??/92)  604.718  (m)         1983.98   (f) ADJ UNCH    1 2
 AZ0196
 AZ0196.Superseded values are not recommended for survey control.
 AZ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0196.See file dsdata.txt to determine how the superseded data were derived.
 AZ0196
 AZ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT432970(NAD 83)
 AZ0196_MARKER: DB = BENCH MARK DISK
 AZ0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0196_SP_SET: CULVERT
 AZ0196_STAMPING: 1983.979 H 79 1931
 AZ0196_MARK LOGO: CGS   
 AZ0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0196
 AZ0196  HISTORY     - Date     Condition        Report By
 AZ0196  HISTORY     - 1931     MONUMENTED       CGS
 AZ0196  HISTORY     - 1971     GOOD             USGS
 AZ0196  HISTORY     - 1981     GOOD             NGS
 AZ0196
 AZ0196                          STATION DESCRIPTION
 AZ0196
 AZ0196'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0196'3.4 MI NE FROM CARTA VALLEY.
 AZ0196'3.4 MILES NORTHEAST ALONG U.S. HWY. 377 FROM CARTA VALLEY, EDWARDS
 AZ0196'COUNTY.  34 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  21 FEET
 AZ0196'SOUTH OF THE SOUTH END OF A CULVERT AND IN LINE WITH THE CULVERT.  4
 AZ0196'FEET NORTH OF THE ROW FENCE.  AND SET IN THE SURFACE OF A LARGE AREA
 AZ0196'OF BEDROCK WHICH HAS BEEN SCOURED CLEAN BY THE INTERMITTENT DRAINAGE
 AZ0196'THROUGH THE CULVERT.  A STANDARD DISK, STAMPED 1983.979 H 79 1931.
 AZ0196
 AZ0196                          STATION RECOVERY (1981)
 AZ0196
 AZ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0196'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0196'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE
 AZ0196'22.4 KM (13.9 MI) NORTHEAST ALONG U.S. HIGHWAY 377, OR 57.7 KM (35.85
 AZ0196'MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST JUNCTION WITH STATE
 AZ0196'HIGHWAY 55 IN ROCKSPRINGS, 0.5 KM (0.3 MI) SOUTHWEST OF THE JUNCTION
 AZ0196'OF RANCH ROAD 2523, IN THE SOUTH END OF A 21 BY 24 FT EXPOSED AREA OF
 AZ0196'OUTCROPPING BEDROCK, 10.2 METERS (33.5 FT) SOUTH-SOUTHWEST OF THE
 AZ0196'CENTERLINE OF THE HIGHWAY, 6.7 METERS (22.0 FT) SOUTHWEST OF THE
 AZ0196'NORTHEAST CORNER OF A CONCRETE BOX CULVERT AND 1.5 METERS (4.9 FT)
 AZ0196'NORTH-NORTHEAST OF A FENCE.
 AZ0196'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 AZ0196'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0437 ***********************************************************************
 GK0437  DESIGNATION -  H 79
 GK0437  PID         -  GK0437
 GK0437  STATE/COUNTY-  TX/SHERMAN
 GK0437  USGS QUAD   -  STEVENS SW (1964)
 GK0437
 GK0437                         *CURRENT SURVEY CONTROL
 GK0437  ___________________________________________________________________
 GK0437* NAD 83(1986)-  36 19 41.     (N)    101 58 22.     (W)     SCALED    
 GK0437* NAVD 88     -      1097.567  (meters)    3600.93   (feet)  ADJUSTED  
 GK0437  ___________________________________________________________________
 GK0437  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 GK0437  DYNAMIC HT  -        1096.359 (meters)    3596.97  (feet)  COMP
 GK0437  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 GK0437
 GK0437  VERT ORDER  -  SECOND    CLASS 0
 GK0437
 GK0437.The horizontal coordinates were scaled from a topographic map and have
 GK0437.an estimated accuracy of +/- 6 seconds.
 GK0437
 GK0437.The orthometric height was determined by differential leveling
 GK0437.and adjusted by the National Geodetic Survey in June 1991..
 GK0437
 GK0437.The geoid height was determined by GEOID03.
 GK0437
 GK0437.The dynamic height is computed by dividing the NAVD 88
 GK0437.geopotential number by the normal gravity value computed on the
 GK0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0437.degrees latitude (g = 980.6199 gals.).
 GK0437
 GK0437.The modeled gravity was interpolated from observed gravity values.
 GK0437
 GK0437;                    North         East    Units  Estimated Accuracy
 GK0437;SPC TX N     - 1,258,380.      157,550.      MT  (+/- 180 meters Scaled)
 GK0437
 GK0437                          SUPERSEDED SURVEY CONTROL
 GK0437
 GK0437  NGVD 29 (??/??/92) 1097.079  (m)         3599.33   (f) ADJ UNCH    2 0
 GK0437
 GK0437.Superseded values are not recommended for survey control.
 GK0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0437.See file dsdata.txt to determine how the superseded data were derived.
 GK0437
 GK0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF331244(NAD 83)
 GK0437_MARKER: DB = BENCH MARK DISK
 GK0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0437_STAMPING: H-79 1927
 GK0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0437+STABILITY: SURFACE MOTION
 GK0437
 GK0437  HISTORY     - Date     Condition        Report By
 GK0437  HISTORY     - 1927     MONUMENTED       USGS
 GK0437  HISTORY     - 1934     GOOD             NGS
 GK0437  HISTORY     - 1972     MARK NOT FOUND   NGS
 GK0437
 GK0437                          STATION DESCRIPTION
 GK0437
 GK0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GK0437'5.7 MI SE FROM STRATFORD.
 GK0437'5.7 MILES SOUTHEAST OF C.RI. AND G. RR. STATION AT STRATFORD 30 FEET
 GK0437'SOUTH OF CENTER LINE OF ROAD FROM STRATFORD TO GRUVER.  INSIDE OF
 GK0437'SECTION LINE FENCE CORNER.
 GK0437
 GK0437                          STATION RECOVERY (1972)
 GK0437
 GK0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GK0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0443 ***********************************************************************
 AM0443  DESIGNATION -  H 79 TX
 AM0443  PID         -  AM0443
 AM0443  STATE/COUNTY-  TX/BRAZORIA
 AM0443  USGS QUAD   -  FREEPORT (1974)
 AM0443
 AM0443                         *CURRENT SURVEY CONTROL
 AM0443  ___________________________________________________________________
 AM0443* NAD 83(1993)-  28 58 05.64875(N)    095 15 54.20867(W)     ADJUSTED  
 AM0443* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 AM0443  ___________________________________________________________________
 AM0443  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AM0443  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AM0443
 AM0443  HORZ ORDER  -  THIRD
 AM0443
 AM0443.The horizontal coordinates were established by classical geodetic methods
 AM0443.and adjusted by the National Geodetic Survey in February 1996..
 AM0443
 AM0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0443
 AM0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0443
 AM0443.The geoid height was determined by GEOID03.
 AM0443
 AM0443;                    North         East     Units Scale Factor Converg.
 AM0443;SPC TXSC     - 4,131,589.869   963,935.630   MT  0.99988358   +1 49 47.3
 AM0443;SPC TXSC     -13,555,057.76  3,162,512.15   sFT  0.99988358   +1 49 47.3
 AM0443;UTM  15      - 3,206,580.099   279,285.352   MT  1.00020119   -1 05 50.9
 AM0443
 AM0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0443!SPC TXSC     -   1.00000371  x   0.99988358  =   0.99988729
 AM0443!UTM  15      -   1.00000371  x   1.00020119  =   1.00020490
 AM0443
 AM0443:                Primary Azimuth Mark                     Grid Az
 AM0443:SPC TXSC     -  SURFSIDE RADIO MAST                      343 22 48.5
 AM0443:UTM  15      -  SURFSIDE RADIO MAST                      346 18 26.7
 AM0443
 AM0443|---------------------------------------------------------------------|
 AM0443| PID    Reference Object                     Distance      Geod. Az  |
 AM0443|                                                           dddmmss.s |
 AM0443| AM0444 SURFSIDE RADIO MAST                 APPROX. 0.6 KM 3451235.8 |
 AM0443|---------------------------------------------------------------------|
 AM0443
 AM0443                          SUPERSEDED SURVEY CONTROL
 AM0443
 AM0443  NAD 83(1986)-  28 58 05.65765(N)    095 15 54.18876(W) AD(       ) 3
 AM0443  NAD 27      -  28 58 04.77244(N)    095 15 53.42038(W) AD(       ) 3
 AM0443  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 AM0443
 AM0443.Superseded values are not recommended for survey control.
 AM0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0443.See file dsdata.txt to determine how the superseded data were derived.
 AM0443
 AM0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7928506580(NAD 83)
 AM0443_MARKER: DD = SURVEY DISK
 AM0443_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AM0443_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AM0443_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AM0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0443+STABILITY: SURFACE MOTION
 AM0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0443+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0443
 AM0443  HISTORY     - Date     Condition        Report By
 AM0443  HISTORY     - 1979     MONUMENTED       NOS
 AM0443  HISTORY     - 1982     MARK NOT FOUND   NOS
 AM0443  HISTORY     - 19950501 MARK NOT FOUND   USPSQD
 AM0443  HISTORY     - 20050218 GOOD             USPSQD
 AM0443
 AM0443                          STATION DESCRIPTION
 AM0443
 AM0443'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0443'THE STATION IS LOCATED 1.8 MILES NORTHEAST OF SURFSIDE.
 AM0443'
 AM0443'TO REACH FROM THE JUNCTION OF COUNTY ROADS 257 AND 332 IN SURFSIDE
 AM0443'GO NORTHEAST ON COUNTY ROAD 257 FOR 1.05 MILE TO A SIDE ROAD RIGHT
 AM0443'(BALANGER STREET), TURN RIGHT AND GO 0.05 MILE TO BEACH. TURN
 AM0443'LEFT AND GO NORTHEAST ON BEACH FOR 0.75 MILE TO THE STATION ON
 AM0443'THE LEFT, ON DUNE.
 AM0443'
 AM0443'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 79 TX 1979---,
 AM0443'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN CONCRETE
 AM0443'AND PROJECTING 4 INCHES. IT IS 135 FEET SOUTH OF THE NORTHEASTERN
 AM0443'MOST METAL POST OF A FENCE, 130 FEET EAST OF THE MOST SOUTHERLY
 AM0443'WOODEN POST OF THE FENCE AND 2 FEET SOUTH OF A WOODEN WITNESS
 AM0443'POST WITH SIGN ATTACHED.
 AM0443'
 AM0443'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AM0443
 AM0443                          STATION RECOVERY (1982)
 AM0443
 AM0443'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0443'STATION LOST TO BEACH EROSION.
 AM0443
 AM0443                          STATION RECOVERY (1995)
 AM0443
 AM0443'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0443'MARK NOT FOUND.
 AM0443
 AM0443                          STATION RECOVERY (2005)
 AM0443
 AM0443'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0033 ***********************************************************************
 BO0033  DESIGNATION -  H 79 USGS
 BO0033  PID         -  BO0033
 BO0033  STATE/COUNTY-  TX/EDWARDS
 BO0033  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0033
 BO0033                         *CURRENT SURVEY CONTROL
 BO0033  ___________________________________________________________________
 BO0033* NAD 83(1986)-  30 03 15.     (N)    100 11 24.     (W)     SCALED    
 BO0033* NAVD 88     -       722.320  (meters)    2369.81   (feet)  ADJUSTED  
 BO0033  ___________________________________________________________________
 BO0033  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0033  DYNAMIC HT  -         721.249 (meters)    2366.30  (feet)  COMP
 BO0033  MODELED GRAV-     979,134.7   (mgal)                       NAVD 88
 BO0033
 BO0033  VERT ORDER  -  FIRST     CLASS II
 BO0033
 BO0033.The horizontal coordinates were scaled from a topographic map and have
 BO0033.an estimated accuracy of +/- 6 seconds.
 BO0033
 BO0033.The orthometric height was determined by differential leveling
 BO0033.and adjusted by the National Geodetic Survey in June 1991..
 BO0033
 BO0033.The geoid height was determined by GEOID03.
 BO0033
 BO0033.The dynamic height is computed by dividing the NAVD 88
 BO0033.geopotential number by the normal gravity value computed on the
 BO0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0033.degrees latitude (g = 980.6199 gals.).
 BO0033
 BO0033.The modeled gravity was interpolated from observed gravity values.
 BO0033
 BO0033;                    North         East    Units  Estimated Accuracy
 BO0033;SPC TXSC     - 4,246,720.      485,250.      MT  (+/- 180 meters Scaled)
 BO0033
 BO0033                          SUPERSEDED SURVEY CONTROL
 BO0033
 BO0033.No superseded survey control is available for this station.
 BO0033
 BO0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU852253(NAD 83)
 BO0033_MARKER: DD = SURVEY DISK
 BO0033_SETTING: 66 = SET IN ROCK OUTCROP
 BO0033_SP_SET: OUTCROP
 BO0033_STAMPING: 2369.598 H 79 1923
 BO0033_MARK LOGO: USGS  
 BO0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0033+STABILITY: POSITION/ELEVATION WELL
 BO0033
 BO0033  HISTORY     - Date     Condition        Report By
 BO0033  HISTORY     - 1923     MONUMENTED       USGS
 BO0033  HISTORY     - 1981     GOOD             NGS
 BO0033
 BO0033                          STATION DESCRIPTION
 BO0033
 BO0033'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 BO0033'3.0 MI NE FROM ROCK SPRINGS.
 BO0033'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 29 FROM ROCKSPRINGS, EDWARDS,
 BO0033'COUNTY, AT A CURVE IN THE HIGHWAY, 80 FEET EAST OF THE CENTERLINE OF
 BO0033'THE HIGHWAY, 40 FEET EAST OF A FENCE, AND IN THE TOP OF A FLAT ROCK
 BO0033'OUTCROP.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2369.598 H
 BO0033'79 1923.
 BO0033
 BO0033                          STATION RECOVERY (1981)
 BO0033
 BO0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0033'4.0 KM (2.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0033'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, THENCE 1.5 KM (0.95 MI)
 BO0033'NORTH ALONG RANCH ROAD 2630, IN THE CENTER OF A 6 BY 6 FT EXPOSED AREA
 BO0033'OF OUTCROPPING BEDROCK, 19.0 METERS (62.3 FT) EAST OF THE CENTERLINE
 BO0033'OF THE ROAD AND 4.4 METERS (14.4 FT) EAST OF A FENCE.
 BO0033'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1530 ***********************************************************************
 AX1530  DESIGNATION -  H 790
 AX1530  PID         -  AX1530
 AX1530  STATE/COUNTY-  TX/CALDWELL
 AX1530  USGS QUAD   -  DELHI (1981)
 AX1530
 AX1530                         *CURRENT SURVEY CONTROL
 AX1530  ___________________________________________________________________
 AX1530* NAD 83(1986)-  29 51 01.     (N)    097 27 25.     (W)     SCALED    
 AX1530* NAVD 88     -       171.96   (+/-2cm)     564.2    (feet)  VERTCON   
 AX1530  ___________________________________________________________________
 AX1530  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX1530
 AX1530  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1530
 AX1530.The horizontal coordinates were scaled from a topographic map and have
 AX1530.an estimated accuracy of +/- 6 seconds.
 AX1530
 AX1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1530.The vertical order pertains to the NGVD 29 superseded value.
 AX1530
 AX1530.The geoid height was determined by GEOID03.
 AX1530
 AX1530;                    North         East    Units  Estimated Accuracy
 AX1530;SPC TXSC     - 4,224,520.      749,090.      MT  (+/- 180 meters Scaled)
 AX1530
 AX1530                          SUPERSEDED SURVEY CONTROL
 AX1530
 AX1530  NGVD 29 (??/??/92)  171.884  (m)          563.92   (f) ADJ UNCH    2 0
 AX1530
 AX1530.Superseded values are not recommended for survey control.
 AX1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1530.See file dsdata.txt to determine how the superseded data were derived.
 AX1530
 AX1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU490031(NAD 83)
 AX1530_MARKER: DB = BENCH MARK DISK
 AX1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1530_STAMPING: H 790 1943
 AX1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1530+STABILITY: SURFACE MOTION
 AX1530
 AX1530  HISTORY     - Date     Condition        Report By
 AX1530  HISTORY     - 1943     MONUMENTED       CGS
 AX1530  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1530
 AX1530                          STATION DESCRIPTION
 AX1530
 AX1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1530'4 MI E FROM MCMAHAN.
 AX1530'4.0 MILES EAST ALONG A GRADED ROAD LEADING TO DELHI FROM THE POST
 AX1530'OFFICE AT MCMAHAN, CALDWELL COUNTY, 102 FEET NORTHWEST OF A PIPE
 AX1530'CULVERT, 40 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 3 FEET EAST
 AX1530'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 AX1530'DISK, STAMPED H 790 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX1530'PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1530
 AX1530                          STATION RECOVERY (1999)
 AX1530
 AX1530'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0089 ***********************************************************************
 AE0089  DESIGNATION -  H 792 RESET 1949
 AE0089  PID         -  AE0089
 AE0089  STATE/COUNTY-  TX/STARR
 AE0089  USGS QUAD   -  SANTA ELENA (1993)
 AE0089
 AE0089                         *CURRENT SURVEY CONTROL
 AE0089  ___________________________________________________________________
 AE0089* NAD 83(1986)-  26 45 07.     (N)    098 29 39.     (W)     SCALED    
 AE0089* NAVD 88     -        90.87   (meters)     298.1    (feet)  RESET     
 AE0089  ___________________________________________________________________
 AE0089  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AE0089
 AE0089  VERT ORDER  -  THIRD
 AE0089
 AE0089.The horizontal coordinates were scaled from a topographic map and have
 AE0089.an estimated accuracy of +/- 6 seconds.
 AE0089
 AE0089.The orthometric height was computed from unverified reset data.
 AE0089
 AE0089.The geoid height was determined by GEOID03.
 AE0089
 AE0089;                    North         East    Units  Estimated Accuracy
 AE0089;SPC TX S     - 5,120,240.      300,580.      MT  (+/- 180 meters Scaled)
 AE0089
 AE0089                          SUPERSEDED SURVEY CONTROL
 AE0089
 AE0089.No superseded survey control is available for this station.
 AE0089
 AE0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ502590(NAD 83)
 AE0089_MARKER: DD = SURVEY DISK
 AE0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0089_STAMPING: H 792 RESET 1949
 AE0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0089+STABILITY: SURFACE MOTION
 AE0089
 AE0089  HISTORY     - Date     Condition        Report By
 AE0089  HISTORY     - 1949     MONUMENTED       TXHD
 AE0089  HISTORY     - 1950     GOOD             NGS
 AE0089
 AE0089                          STATION DESCRIPTION
 AE0089
 AE0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AE0089'2.8 MI NE FROM LA GLORIA.
 AE0089'2.8 MILES NORTHEAST ALONG FARM-TO-MARKET ROAD 755 FROM LA GLORIA,
 AE0089'STARR COUNTY, AT THE NORTHEAST CORNER OF A PASTURE, 40 FEET NORTHWEST
 AE0089'OF A CATTLE GUARD, AND 40 FEET WEST OF THE CENTER LINE OF THE ROAD. A
 AE0089'STANDARD DISK, STAMPED H 792 RESET 1949 AND SET IN THE TOP OF A
 AE0089'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0994 ***********************************************************************
 AJ0994  DESIGNATION -  H 793
 AJ0994  PID         -  AJ0994
 AJ0994  STATE/COUNTY-  TX/ZAPATA
 AJ0994  USGS QUAD   -  LAS OVEJAS CREEK (1980)
 AJ0994
 AJ0994                         *CURRENT SURVEY CONTROL
 AJ0994  ___________________________________________________________________
 AJ0994* NAD 83(1986)-  27 11 32.     (N)    099 11 14.     (W)     SCALED    
 AJ0994* NAVD 88     -       143.354  (meters)     470.32   (feet)  ADJUSTED  
 AJ0994  ___________________________________________________________________
 AJ0994  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 AJ0994  DYNAMIC HT  -         143.123 (meters)     469.56  (feet)  COMP
 AJ0994  MODELED GRAV-     979,036.0   (mgal)                       NAVD 88
 AJ0994
 AJ0994  VERT ORDER  -  SECOND    CLASS 0
 AJ0994
 AJ0994.The horizontal coordinates were scaled from a topographic map and have
 AJ0994.an estimated accuracy of +/- 6 seconds.
 AJ0994
 AJ0994.The orthometric height was determined by differential leveling
 AJ0994.and adjusted by the National Geodetic Survey in June 1991..
 AJ0994
 AJ0994.The geoid height was determined by GEOID03.
 AJ0994
 AJ0994.The dynamic height is computed by dividing the NAVD 88
 AJ0994.geopotential number by the normal gravity value computed on the
 AJ0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0994.degrees latitude (g = 980.6199 gals.).
 AJ0994
 AJ0994.The modeled gravity was interpolated from observed gravity values.
 AJ0994
 AJ0994;                    North         East    Units  Estimated Accuracy
 AJ0994;SPC TX S     - 5,169,200.      231,910.      MT  (+/- 180 meters Scaled)
 AJ0994
 AJ0994                          SUPERSEDED SURVEY CONTROL
 AJ0994
 AJ0994  NGVD 29 (??/??/92)  143.398  (m)          470.46   (f) ADJ UNCH    2 0
 AJ0994
 AJ0994.Superseded values are not recommended for survey control.
 AJ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0994.See file dsdata.txt to determine how the superseded data were derived.
 AJ0994
 AJ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR814077(NAD 83)
 AJ0994_MARKER: DB = BENCH MARK DISK
 AJ0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0994_STAMPING: H 793 1943
 AJ0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0994+STABILITY: SURFACE MOTION
 AJ0994
 AJ0994  HISTORY     - Date     Condition        Report By
 AJ0994  HISTORY     - 1943     MONUMENTED       CGS
 AJ0994  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0994
 AJ0994                          STATION DESCRIPTION
 AJ0994
 AJ0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0994'20.7 MI NE FROM SAN YGNACIO.
 AJ0994'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 20.7 MILES
 AJ0994'NORTHEAST ALONG A GRAVEL AND DIRT ROAD TO THE INTERSECTION OF A DIRT
 AJ0994'ROAD LEADING SOUTHEAST AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AJ0994'240.0 FEET NORTH OF THE INTERSECTION OF A DIRT ROAD LEADING NORTHEAST,
 AJ0994'15.5 FEET WEST OF THE INTERSECTION OF A DIRT ROAD LEADING SOUTHEAST.
 AJ0994'IT IS 15.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AJ0994'OF ROAD.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER
 AJ0994'POST, AND PROJECTS 0.2 FOOT.
 AJ0994
 AJ0994                          STATION RECOVERY (1975)
 AJ0994
 AJ0994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0936 ***********************************************************************
 AE0936  DESIGNATION -  H 794
 AE0936  PID         -  AE0936
 AE0936  STATE/COUNTY-  TX/JIM HOGG
 AE0936  USGS QUAD   -  BORREGOS RANCH (1993)
 AE0936
 AE0936                         *CURRENT SURVEY CONTROL
 AE0936  ___________________________________________________________________
 AE0936* NAD 83(1986)-  26 50 36.     (N)    098 43 31.     (W)     SCALED    
 AE0936* NAVD 88     -       168.923  (meters)     554.21   (feet)  ADJUSTED  
 AE0936  ___________________________________________________________________
 AE0936  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AE0936  DYNAMIC HT  -         168.646 (meters)     553.30  (feet)  COMP
 AE0936  MODELED GRAV-     979,003.9   (mgal)                       NAVD 88
 AE0936
 AE0936  VERT ORDER  -  SECOND    CLASS 0
 AE0936
 AE0936.The horizontal coordinates were scaled from a topographic map and have
 AE0936.an estimated accuracy of +/- 6 seconds.
 AE0936
 AE0936.The orthometric height was determined by differential leveling
 AE0936.and adjusted by the National Geodetic Survey in June 1991..
 AE0936
 AE0936.The geoid height was determined by GEOID03.
 AE0936
 AE0936.The dynamic height is computed by dividing the NAVD 88
 AE0936.geopotential number by the normal gravity value computed on the
 AE0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0936.degrees latitude (g = 980.6199 gals.).
 AE0936
 AE0936.The modeled gravity was interpolated from observed gravity values.
 AE0936
 AE0936;                    North         East    Units  Estimated Accuracy
 AE0936;SPC TX S     - 5,130,390.      277,610.      MT  (+/- 180 meters Scaled)
 AE0936
 AE0936                          SUPERSEDED SURVEY CONTROL
 AE0936
 AE0936  NGVD 29 (??/??/92)  168.962  (m)          554.34   (f) ADJ UNCH    2 0
 AE0936
 AE0936.Superseded values are not recommended for survey control.
 AE0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0936.See file dsdata.txt to determine how the superseded data were derived.
 AE0936
 AE0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ272691(NAD 83)
 AE0936_MARKER: DB = BENCH MARK DISK
 AE0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0936_STAMPING: H 794 1943
 AE0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0936+STABILITY: SURFACE MOTION
 AE0936
 AE0936  HISTORY     - Date     Condition        Report By
 AE0936  HISTORY     - 1943     MONUMENTED       CGS
 AE0936
 AE0936                          STATION DESCRIPTION
 AE0936
 AE0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0936'11.7 MI SW FROM AGUA NUEVA.
 AE0936'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY - HEBBRONVILLE ROAD
 AE0936'AND A DIRT TRACK ROAD LEADING WEST THROUGH THE BORREGOS RANCH (3.9
 AE0936'MILES SOUTH OF THE POST OFFICE AT AGUA NUEVA), PROCEED 7.8 MILES
 AE0936'WESTERLY ALONG A DIRT TRACK ROAD TO A WOODEN GATE IN AN EIGHT WIRE
 AE0936'CROSS FENCE AND SITE BENCH MARK.  BENCH MARK IS 17.5 FEET NORTH OF THE
 AE0936'CENTERLINE OF A WOODEN GATE.  IT IS 17.5 FEET NORTH OF AND ABOUT THE
 AE0936'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 1.1 FOOT EAST OF AN
 AE0936'EIGHT WIRE FENCE RUNNING NORTH AND SOUTH.  MONUMENT IS 2.7 FEET NORTH
 AE0936'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE
 AE0936'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0895 ***********************************************************************
 AJ0895  DESIGNATION -  H 795
 AJ0895  PID         -  AJ0895
 AJ0895  STATE/COUNTY-  TX/WEBB
 AJ0895  USGS QUAD   -  BLANCAS CREEK SOUTH (1980)
 AJ0895
 AJ0895                         *CURRENT SURVEY CONTROL
 AJ0895  ___________________________________________________________________
 AJ0895* NAD 83(1986)-  27 19 22.     (N)    099 22 09.     (W)     SCALED    
 AJ0895* NAVD 88     -       136.432  (meters)     447.61   (feet)  ADJUSTED  
 AJ0895  ___________________________________________________________________
 AJ0895  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AJ0895  DYNAMIC HT  -         136.215 (meters)     446.90  (feet)  COMP
 AJ0895  MODELED GRAV-     979,051.3   (mgal)                       NAVD 88
 AJ0895
 AJ0895  VERT ORDER  -  SECOND    CLASS 0
 AJ0895
 AJ0895.The horizontal coordinates were scaled from a topographic map and have
 AJ0895.an estimated accuracy of +/- 6 seconds.
 AJ0895
 AJ0895.The orthometric height was determined by differential leveling
 AJ0895.and adjusted by the National Geodetic Survey in June 1991..
 AJ0895
 AJ0895.The geoid height was determined by GEOID03.
 AJ0895
 AJ0895.The dynamic height is computed by dividing the NAVD 88
 AJ0895.geopotential number by the normal gravity value computed on the
 AJ0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0895.degrees latitude (g = 980.6199 gals.).
 AJ0895
 AJ0895.The modeled gravity was interpolated from observed gravity values.
 AJ0895
 AJ0895;                    North         East    Units  Estimated Accuracy
 AJ0895;SPC TX S     - 5,183,780.      213,990.      MT  (+/- 180 meters Scaled)
 AJ0895
 AJ0895                          SUPERSEDED SURVEY CONTROL
 AJ0895
 AJ0895  NGVD 29 (??/??/92)  136.498  (m)          447.83   (f) ADJ UNCH    2 0
 AJ0895
 AJ0895.Superseded values are not recommended for survey control.
 AJ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0895.See file dsdata.txt to determine how the superseded data were derived.
 AJ0895
 AJ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR634222(NAD 83)
 AJ0895_MARKER: DB = BENCH MARK DISK
 AJ0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0895_STAMPING: H 795 1943
 AJ0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0895+STABILITY: SURFACE MOTION
 AJ0895
 AJ0895  HISTORY     - Date     Condition        Report By
 AJ0895  HISTORY     - 1943     MONUMENTED       CGS
 AJ0895  HISTORY     - 1975     GOOD             USGS
 AJ0895
 AJ0895                          STATION DESCRIPTION
 AJ0895
 AJ0895'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ0895'17.85 MI S FROM LAREDO.
 AJ0895'LAREDO, JCT U.S. HWY 83 AND STATE HWY 359, 6.4 MI. SOUTH OF ALONG U.S.
 AJ0895'HWY 83, THENCE 8.7 MI. EAST AND SE. ALONG A HARD SURFACED COUNTY RD.,
 AJ0895'1.1 MI. NW. OF SOME RANCH BUILDINGS, 0.15 MI. NW. OF A RD. CROSSING,
 AJ0895'26 FT. NE. OF THE CENTERLINE OF THE RD., 1.5 FT. SW. OF THE R.O.W.
 AJ0895'FENCE.  A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.4 FT.
 AJ0895'AND STAMPED H 795 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0786 ***********************************************************************
 AE0786  DESIGNATION -  H 796
 AE0786  PID         -  AE0786
 AE0786  STATE/COUNTY-  TX/JIM HOGG
 AE0786  USGS QUAD   -  GUERRA (1983)
 AE0786
 AE0786                         *CURRENT SURVEY CONTROL
 AE0786  ___________________________________________________________________
 AE0786* NAD 83(1986)-  26 58 49.     (N)    098 54 12.     (W)     SCALED    
 AE0786* NAVD 88     -       166.291  (meters)     545.57   (feet)  ADJUSTED  
 AE0786  ___________________________________________________________________
 AE0786  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AE0786  DYNAMIC HT  -         166.018 (meters)     544.68  (feet)  COMP
 AE0786  MODELED GRAV-     979,003.5   (mgal)                       NAVD 88
 AE0786
 AE0786  VERT ORDER  -  SECOND    CLASS 0
 AE0786
 AE0786.The horizontal coordinates were scaled from a topographic map and have
 AE0786.an estimated accuracy of +/- 6 seconds.
 AE0786
 AE0786.The orthometric height was determined by differential leveling
 AE0786.and adjusted by the National Geodetic Survey in June 1991..
 AE0786
 AE0786.The geoid height was determined by GEOID03.
 AE0786
 AE0786.The dynamic height is computed by dividing the NAVD 88
 AE0786.geopotential number by the normal gravity value computed on the
 AE0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0786.degrees latitude (g = 980.6199 gals.).
 AE0786
 AE0786.The modeled gravity was interpolated from observed gravity values.
 AE0786
 AE0786;                    North         East    Units  Estimated Accuracy
 AE0786;SPC TX S     - 5,145,600.      259,960.      MT  (+/- 180 meters Scaled)
 AE0786
 AE0786                          SUPERSEDED SURVEY CONTROL
 AE0786
 AE0786  NGVD 29 (??/??/92)  166.315  (m)          545.65   (f) ADJ UNCH    2 0
 AE0786
 AE0786.Superseded values are not recommended for survey control.
 AE0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0786.See file dsdata.txt to determine how the superseded data were derived.
 AE0786
 AE0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ095842(NAD 83)
 AE0786_MARKER: DB = BENCH MARK DISK
 AE0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0786_STAMPING: H 796 1943
 AE0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0786+STABILITY: SURFACE MOTION
 AE0786
 AE0786  HISTORY     - Date     Condition        Report By
 AE0786  HISTORY     - 1943     MONUMENTED       CGS
 AE0786  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0786
 AE0786                          STATION DESCRIPTION
 AE0786
 AE0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0786'7.0 MI S FROM RANDADO.
 AE0786'TO REACH FROM THE SCHOOL BUILDING AT RANDADO, PROCEED 7.0 MILES
 AE0786'SOUTHERLY ALONG THE RIO GRANDE CITY ROAD TO SITE OF BENCH MARK. BENCH
 AE0786'MARK IS 32.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0786'CENTERLINE OF THE ROAD, 1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
 AE0786'MONUMENT IS 4.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AE0786'PROJECTS 0.2 FOOT ABOVE THE GROUND.  NOTE -- THIS BENCH MARK IS 7.25
 AE0786'MILES NORTH OF THE SCHOOL BUILDING AT GUERRA.
 AE0786
 AE0786                          STATION RECOVERY (1972)
 AE0786
 AE0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0010 ***********************************************************************
 AY0010  DESIGNATION -  H 797
 AY0010  PID         -  AY0010
 AY0010  STATE/COUNTY-  TX/COMAL
 AY0010  USGS QUAD   -  BAT CAVE (1988)
 AY0010
 AY0010                         *CURRENT SURVEY CONTROL
 AY0010  ___________________________________________________________________
 AY0010* NAD 83(1986)-  29 37 43.     (N)    098 15 44.     (W)     SCALED    
 AY0010* NAVD 88     -       224.433  (meters)     736.33   (feet)  POSTED    
 AY0010  ___________________________________________________________________
 AY0010  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY0010  DYNAMIC HT  -         224.110 (meters)     735.27  (feet)  COMP
 AY0010  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 AY0010
 AY0010  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0010
 AY0010.The horizontal coordinates were scaled from a topographic map and have
 AY0010.an estimated accuracy of +/- 6 seconds.
 AY0010
 AY0010.The orthometric height was determined by differential leveling
 AY0010.and adjusted by the National Geodetic Survey in 1992..
 AY0010.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0010.rate of 0.0 thru 1.0 mm/km.
 AY0010
 AY0010.The geoid height was determined by GEOID03.
 AY0010
 AY0010.The dynamic height is computed by dividing the NAVD 88
 AY0010.geopotential number by the normal gravity value computed on the
 AY0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0010.degrees latitude (g = 980.6199 gals.).
 AY0010
 AY0010.The modeled gravity was interpolated from observed gravity values.
 AY0010
 AY0010;                    North         East    Units  Estimated Accuracy
 AY0010;SPC TXSC     - 4,199,190.      671,440.      MT  (+/- 180 meters Scaled)
 AY0010
 AY0010                          SUPERSEDED SURVEY CONTROL
 AY0010
 AY0010  NGVD 29 (??/??/92)  224.336  (m)          736.01   (f) ADJ UNCH    1 2
 AY0010
 AY0010.Superseded values are not recommended for survey control.
 AY0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0010.See file dsdata.txt to determine how the superseded data were derived.
 AY0010
 AY0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT714778(NAD 83)
 AY0010_MARKER: DB = BENCH MARK DISK
 AY0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0010_SP_SET: CULVERT
 AY0010_STAMPING: H 797 1943
 AY0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0010
 AY0010  HISTORY     - Date     Condition        Report By
 AY0010  HISTORY     - 1943     MONUMENTED       CGS
 AY0010  HISTORY     - 1957     GOOD             DOD
 AY0010  HISTORY     - 19870205 MARK NOT FOUND   USGS
 AY0010  HISTORY     - 1988     GOOD             USPSQD
 AY0010  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0010  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY0010
 AY0010                          STATION DESCRIPTION
 AY0010
 AY0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0010'9.8 MI SW FROM NEW BRAUNFELS.
 AY0010'9.8 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0010'FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 81 FEET WEST ACROSS
 AY0010'THE TRACK FROM MILEPOST 1013, AT A 3- BY 4-FOOT CONCRETE BOX CULVERT,
 AY0010'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL, 13 FEET
 AY0010'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET LOWER THAN THE
 AY0010'TRACK.  A STANDARD DISK.
 AY0010
 AY0010                          STATION RECOVERY (1957)
 AY0010
 AY0010'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0010'RECOVERED IN GOOD CONDITION.
 AY0010
 AY0010                          STATION RECOVERY (1987)
 AY0010
 AY0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0010'MARK NOT FOUND.
 AY0010
 AY0010                          STATION RECOVERY (1988)
 AY0010
 AY0010'RECOVERY NOTE BY US POWER SQUADRON 1988 (RS)
 AY0010'RECOVERED IN GOOD CONDITION.
 AY0010
 AY0010                          STATION RECOVERY (1993)
 AY0010
 AY0010'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0010'MARK NOT FOUND.
 AY0010
 AY0010                          STATION RECOVERY (2005)
 AY0010
 AY0010'RECOVERY NOTE BY US POWER SQUADRON 2005 (KF)
 AY0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0744 ***********************************************************************
 AY0744  DESIGNATION -  H 799
 AY0744  PID         -  AY0744
 AY0744  STATE/COUNTY-  TX/BEXAR
 AY0744  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0744
 AY0744                         *CURRENT SURVEY CONTROL
 AY0744  ___________________________________________________________________
 AY0744* NAD 83(1986)-  29 24 37.     (N)    098 31 15.     (W)     SCALED    
 AY0744* NAVD 88     -       197.072  (meters)     646.56   (feet)  POSTED    
 AY0744  ___________________________________________________________________
 AY0744  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AY0744  DYNAMIC HT  -         196.790 (meters)     645.64  (feet)  COMP
 AY0744  MODELED GRAV-     979,185.8   (mgal)                       NAVD 88
 AY0744
 AY0744  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0744
 AY0744.The horizontal coordinates were scaled from a topographic map and have
 AY0744.an estimated accuracy of +/- 6 seconds.
 AY0744
 AY0744.The orthometric height was determined by differential leveling
 AY0744.and adjusted by the National Geodetic Survey in 1992..
 AY0744.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0744.rate of 1.1 thru 2.0 mm/km.
 AY0744
 AY0744.The geoid height was determined by GEOID03.
 AY0744
 AY0744.The dynamic height is computed by dividing the NAVD 88
 AY0744.geopotential number by the normal gravity value computed on the
 AY0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0744.degrees latitude (g = 980.6199 gals.).
 AY0744
 AY0744.The modeled gravity was interpolated from observed gravity values.
 AY0744
 AY0744;                    North         East    Units  Estimated Accuracy
 AY0744;SPC TXSC     - 4,174,860.      646,500.      MT  (+/- 180 meters Scaled)
 AY0744
 AY0744                          SUPERSEDED SURVEY CONTROL
 AY0744
 AY0744  NGVD 29 (??/??/92)  196.951  (m)          646.16   (f) ADJ UNCH    1 2
 AY0744
 AY0744.Superseded values are not recommended for survey control.
 AY0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0744.See file dsdata.txt to determine how the superseded data were derived.
 AY0744
 AY0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT464535(NAD 83)
 AY0744_MARKER: DB = BENCH MARK DISK
 AY0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0744_SP_SET: BASE
 AY0744_STAMPING: H 799 1943
 AY0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0744
 AY0744  HISTORY     - Date     Condition        Report By
 AY0744  HISTORY     - 1943     MONUMENTED       CGS
 AY0744  HISTORY     - 1946     GOOD             NGS
 AY0744  HISTORY     - 19861001 MARK NOT FOUND   USGS
 AY0744  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY0744
 AY0744                          STATION DESCRIPTION
 AY0744
 AY0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0744'4.0 MI SW FROM SAN ANTONIO.
 AY0744'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0744'PROCEED 4.0 MILES SOUTHWEST ALONG THE TRACKS TO MILE POST NO.213 AND
 AY0744'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE EAST END OF
 AY0744'A BLOCK SIGNAL BASE.  IT IS 2 TELEGRAPH POLES WEST OF MILE POST
 AY0744'NO.213.  IT IS 7.7 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AY0744'SOUTH RAIL.
 AY0744
 AY0744                          STATION RECOVERY (1946)
 AY0744
 AY0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0744'RECOVERED IN GOOD CONDITION.
 AY0744
 AY0744                          STATION RECOVERY (1986)
 AY0744
 AY0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0744'MARK NOT FOUND.
 AY0744
 AY0744                          STATION RECOVERY (1995)
 AY0744
 AY0744'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0655 ***********************************************************************
 AB0655  DESIGNATION -  H 8
 AB0655  PID         -  AB0655
 AB0655  STATE/COUNTY-  TX/CAMERON
 AB0655  USGS QUAD   -  RIO HONDO (1980)
 AB0655
 AB0655                         *CURRENT SURVEY CONTROL
 AB0655  ___________________________________________________________________
 AB0655* NAD 83(1986)-  26 07 54.     (N)    097 30 15.     (W)     SCALED    
 AB0655* NAVD 88     -         6.056  (meters)      19.87   (feet)  ADJUSTED  
 AB0655  ___________________________________________________________________
 AB0655  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 AB0655  DYNAMIC HT  -           6.046 (meters)      19.84  (feet)  COMP
 AB0655  MODELED GRAV-     979,044.8   (mgal)                       NAVD 88
 AB0655
 AB0655  VERT ORDER  -  SECOND    CLASS 0
 AB0655
 AB0655.The horizontal coordinates were scaled from a topographic map and have
 AB0655.an estimated accuracy of +/- 6 seconds.
 AB0655
 AB0655.The orthometric height was determined by differential leveling
 AB0655.and adjusted by the National Geodetic Survey in June 1991..
 AB0655
 AB0655.The geoid height was determined by GEOID03.
 AB0655
 AB0655.The dynamic height is computed by dividing the NAVD 88
 AB0655.geopotential number by the normal gravity value computed on the
 AB0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0655.degrees latitude (g = 980.6199 gals.).
 AB0655
 AB0655.The modeled gravity was interpolated from observed gravity values.
 AB0655
 AB0655;                    North         East    Units  Estimated Accuracy
 AB0655;SPC TX S     - 5,051,910.      399,590.      MT  (+/- 180 meters Scaled)
 AB0655
 AB0655                          SUPERSEDED SURVEY CONTROL
 AB0655
 AB0655  NGVD 29 (??/??/92)    6.165  (m)           20.23   (f) ADJ UNCH    2 0
 AB0655
 AB0655.Superseded values are not recommended for survey control.
 AB0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0655.See file dsdata.txt to determine how the superseded data were derived.
 AB0655
 AB0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP495911(NAD 83)
 AB0655_MARKER: DD = SURVEY DISK
 AB0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0655_STAMPING: H 8 1928
 AB0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0655+STABILITY: SURFACE MOTION
 AB0655
 AB0655  HISTORY     - Date     Condition        Report By
 AB0655  HISTORY     - 1928     MONUMENTED       USGS
 AB0655  HISTORY     - 1942     GOOD             NGS
 AB0655  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0655  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0655  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0655
 AB0655                          STATION DESCRIPTION
 AB0655
 AB0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0655'8.7 MI E FROM SAN BENITO.
 AB0655'8.7 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0655'BENITO, CAMERON COUNTY, 6.9 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0655'TO BAYVIEW.  0.9 MILE WEST OF THE CROSSING OF THE SOUTHERN PACIFIC
 AB0655'RAILROAD, AT A T-ROAD JUNCTION, 30 FEET NORTH OF AND LEVEL WITH THE
 AB0655'CENTERLINE OF THE EAST-AND-WEST ROAD, 25 FEET WEST OF THE
 AB0655'NORTH-AND-SOUTH ROAD, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.
 AB0655'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 8 1928 AND
 AB0655'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 AB0655
 AB0655                          STATION RECOVERY (1987)
 AB0655
 AB0655'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0655'MARK NOT FOUND.
 AB0655
 AB0655                          STATION RECOVERY (1987)
 AB0655
 AB0655'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0655'MARK NOT FOUND.
 AB0655
 AB0655                          STATION RECOVERY (1988)
 AB0655
 AB0655'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0470 ***********************************************************************
 AO0470  DESIGNATION -  H 8
 AO0470  PID         -  AO0470
 AO0470  STATE/COUNTY-  TX/DIMMIT
 AO0470  USGS QUAD   -  BIG WELLS (1972)
 AO0470
 AO0470                         *CURRENT SURVEY CONTROL
 AO0470  ___________________________________________________________________
 AO0470* NAD 83(1986)-  28 34 24.     (N)    099 34 07.     (W)     SCALED    
 AO0470* NAVD 88     -       163.730  (meters)     537.17   (feet)  ADJUSTED  
 AO0470  ___________________________________________________________________
 AO0470  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 AO0470  DYNAMIC HT  -         163.486 (meters)     536.37  (feet)  COMP
 AO0470  MODELED GRAV-     979,149.1   (mgal)                       NAVD 88
 AO0470
 AO0470  VERT ORDER  -  SECOND    CLASS 0
 AO0470
 AO0470.The horizontal coordinates were scaled from a topographic map and have
 AO0470.an estimated accuracy of +/- 6 seconds.
 AO0470
 AO0470.The orthometric height was determined by differential leveling
 AO0470.and adjusted by the National Geodetic Survey in June 1991..
 AO0470
 AO0470.The geoid height was determined by GEOID03.
 AO0470
 AO0470.The dynamic height is computed by dividing the NAVD 88
 AO0470.geopotential number by the normal gravity value computed on the
 AO0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0470.degrees latitude (g = 980.6199 gals.).
 AO0470
 AO0470.The modeled gravity was interpolated from observed gravity values.
 AO0470
 AO0470;                    North         East    Units  Estimated Accuracy
 AO0470;SPC TXSC     - 4,082,150.      544,370.      MT  (+/- 180 meters Scaled)
 AO0470
 AO0470                          SUPERSEDED SURVEY CONTROL
 AO0470
 AO0470  NGVD 29 (??/??/92)  163.642  (m)          536.88   (f) ADJ UNCH    2 0
 AO0470
 AO0470.Superseded values are not recommended for survey control.
 AO0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0470.See file dsdata.txt to determine how the superseded data were derived.
 AO0470
 AO0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS443608(NAD 83)
 AO0470_MARKER: DD = SURVEY DISK
 AO0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0470_STAMPING: 1929 H-8
 AO0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0470+STABILITY: SURFACE MOTION
 AO0470
 AO0470  HISTORY     - Date     Condition        Report By
 AO0470  HISTORY     - 1929     MONUMENTED       USGS
 AO0470  HISTORY     - 1934     GOOD             NGS
 AO0470  HISTORY     - 1940     GOOD             NGS
 AO0470
 AO0470                          STATION DESCRIPTION
 AO0470
 AO0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0470'IN BIG WELLS.
 AO0470'IN NE CORNER OF PUBLIC SQUARE.  SW CORNER OF MAIN CROSSROADS OF TOWN,
 AO0470'IN L ANGLE IN FENCE LINE, 2.5 FT. FROM EACH FENCE.  0.5 MILE N OF S.
 AO0470'A. U. AND G. R. R.
 AO0470
 AO0470                          STATION RECOVERY (1940)
 AO0470
 AO0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0811 ***********************************************************************
 FL0811  DESIGNATION -  H 8
 FL0811  PID         -  FL0811
 FL0811  STATE/COUNTY-  TX/HUTCHINSON
 FL0811  USGS QUAD   -  STINNETT (1978)
 FL0811
 FL0811                         *CURRENT SURVEY CONTROL
 FL0811  ___________________________________________________________________
 FL0811* NAD 83(1986)-  35 48 07.     (N)    101 26 13.     (W)     SCALED    
 FL0811* NAVD 88     -       959.302  (meters)    3147.31   (feet)  ADJUSTED  
 FL0811  ___________________________________________________________________
 FL0811  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 FL0811  DYNAMIC HT  -         958.217 (meters)    3143.75  (feet)  COMP
 FL0811  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 FL0811
 FL0811  VERT ORDER  -  SECOND    CLASS 0
 FL0811
 FL0811.The horizontal coordinates were scaled from a topographic map and have
 FL0811.an estimated accuracy of +/- 6 seconds.
 FL0811
 FL0811.The orthometric height was determined by differential leveling
 FL0811.and adjusted by the National Geodetic Survey in June 1991..
 FL0811
 FL0811.The geoid height was determined by GEOID03.
 FL0811
 FL0811.The dynamic height is computed by dividing the NAVD 88
 FL0811.geopotential number by the normal gravity value computed on the
 FL0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0811.degrees latitude (g = 980.6199 gals.).
 FL0811
 FL0811.The modeled gravity was interpolated from observed gravity values.
 FL0811
 FL0811;                    North         East    Units  Estimated Accuracy
 FL0811;SPC TX N     - 1,199,910.      205,700.      MT  (+/- 180 meters Scaled)
 FL0811
 FL0811                          SUPERSEDED SURVEY CONTROL
 FL0811
 FL0811  NGVD 29 (??/??/92)  958.837  (m)         3145.78   (f) ADJ UNCH    2 0
 FL0811
 FL0811.Superseded values are not recommended for survey control.
 FL0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0811.See file dsdata.txt to determine how the superseded data were derived.
 FL0811
 FL0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE797647(NAD 83)
 FL0811_MARKER: DD = SURVEY DISK
 FL0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0811_STAMPING: H-8 1927
 FL0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0811+STABILITY: SURFACE MOTION
 FL0811
 FL0811  HISTORY     - Date     Condition        Report By
 FL0811  HISTORY     - 1927     MONUMENTED       USGS
 FL0811  HISTORY     - 1934     GOOD             NGS
 FL0811  HISTORY     - 1935     GOOD             NGS
 FL0811
 FL0811                          STATION DESCRIPTION
 FL0811
 FL0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0811'1.7 MI S FROM STINNETT.
 FL0811'1.7 MILES S OF AND ALONG THE OIL FIELD HWY NO. 41.  MARK IS 77 YARDS E
 FL0811'OF CENTER OF THE HIGHWAY AND 2 FT. W OF A FENCE.  MARK IS SET AT FORKS
 FL0811'OF OLD ROAD.
 FL0811
 FL0811                          STATION RECOVERY (1935)
 FL0811
 FL0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FL0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0231 ***********************************************************************
 BN0231  DESIGNATION -  H 80 RESET 1950
 BN0231  PID         -  BN0231
 BN0231  STATE/COUNTY-  TX/MASON
 BN0231  USGS QUAD   -  KATEMCY (1970)
 BN0231
 BN0231                         *CURRENT SURVEY CONTROL
 BN0231  ___________________________________________________________________
 BN0231* NAD 83(1986)-  30 53 44.     (N)    099 16 59.     (W)     SCALED    
 BN0231* NAVD 88     -       527.08   (+/-2cm)    1729.3    (feet)  VERTCON   
 BN0231  ___________________________________________________________________
 BN0231  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BN0231
 BN0231  VERT ORDER  -  THIRD (See Below)
 BN0231
 BN0231.The horizontal coordinates were scaled from a topographic map and have
 BN0231.an estimated accuracy of +/- 6 seconds.
 BN0231
 BN0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0231.The vertical order pertains to the NGVD 29 superseded value.
 BN0231
 BN0231.The geoid height was determined by GEOID03.
 BN0231
 BN0231;                    North         East    Units  Estimated Accuracy
 BN0231;SPC TX C     - 3,136,700.      800,400.      MT  (+/- 180 meters Scaled)
 BN0231
 BN0231                          SUPERSEDED SURVEY CONTROL
 BN0231
 BN0231  NGVD 29 (??/??/??)  527.00   (m)         1729.0    (f) RESET       3  
 BN0231
 BN0231.Superseded values are not recommended for survey control.
 BN0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0231.See file dsdata.txt to determine how the superseded data were derived.
 BN0231
 BN0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV729180(NAD 83)
 BN0231_MARKER: DB = BENCH MARK DISK
 BN0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0231_STAMPING: H 80 RESET 1950
 BN0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0231+STABILITY: SURFACE MOTION
 BN0231
 BN0231  HISTORY     - Date     Condition        Report By
 BN0231  HISTORY     - 1950     MONUMENTED       CGS
 BN0231  HISTORY     - 1953     GOOD             NGS
 BN0231  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0231  HISTORY     - 19960213 MARK NOT FOUND   USPSQD
 BN0231
 BN0231                          STATION DESCRIPTION
 BN0231
 BN0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0231'10.8 MI N FROM MASON.
 BN0231'10.8 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT MASON,
 BN0231'0.4 MILE SOUTH OF A JUNCTION WITH FARM ROAD 1222, 0.1 MILE NORTH OF AN
 BN0231'OLD CONCRETE BLOCK SCHOOLHOUSE, 59 FEET WEST OF THE CENTER LINE OF THE
 BN0231'HIGHWAY, 17 FEET SOUTH OF AN 8 INCH OAK TREE, 2 FEET EAST OF A FENCE,
 BN0231'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BN0231'WHICH IS FLUSH WITH THE GROUND.
 BN0231
 BN0231                          STATION RECOVERY (1982)
 BN0231
 BN0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0231'SEARCHED FOR, BUT NOT FOUND.
 BN0231
 BN0231                          STATION RECOVERY (1996)
 BN0231
 BN0231'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0445 ***********************************************************************
 AM0445  DESIGNATION -  H 80 TX
 AM0445  PID         -  AM0445
 AM0445  STATE/COUNTY-  TX/BRAZORIA
 AM0445  USGS QUAD   -  FREEPORT (1974)
 AM0445
 AM0445                         *CURRENT SURVEY CONTROL
 AM0445  ___________________________________________________________________
 AM0445* NAD 83(1993)-  28 57 36.65970(N)    095 16 27.08303(W)     ADJUSTED  
 AM0445* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 AM0445  ___________________________________________________________________
 AM0445  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AM0445  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0445
 AM0445  HORZ ORDER  -  THIRD
 AM0445
 AM0445.The horizontal coordinates were established by classical geodetic methods
 AM0445.and adjusted by the National Geodetic Survey in February 1996..
 AM0445
 AM0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0445
 AM0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0445
 AM0445.The geoid height was determined by GEOID03.
 AM0445
 AM0445;                    North         East     Units Scale Factor Converg.
 AM0445;SPC TXSC     - 4,130,669.541   963,074.550   MT  0.99988448   +1 49 31.2
 AM0445;SPC TXSC     -13,552,038.32  3,159,687.09   sFT  0.99988448   +1 49 31.2
 AM0445;UTM  15      - 3,205,704.664   278,378.108   MT  1.00020615   -1 06 05.8
 AM0445
 AM0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0445!SPC TXSC     -   1.00000359  x   0.99988448  =   0.99988807
 AM0445!UTM  15      -   1.00000359  x   1.00020615  =   1.00020974
 AM0445
 AM0445:                Primary Azimuth Mark                     Grid Az
 AM0445:SPC TXSC     -  SURFSIDE RADIO MAST                      025 40 15.4
 AM0445:UTM  15      -  SURFSIDE RADIO MAST                      028 35 52.4
 AM0445
 AM0445|---------------------------------------------------------------------|
 AM0445| PID    Reference Object                     Distance      Geod. Az  |
 AM0445|                                                           dddmmss.s |
 AM0445| AM0444 SURFSIDE RADIO MAST                 APPROX. 1.6 KM 0272946.6 |
 AM0445| AM0446 SL 18 USE                           APPROX. 0.8 KM 2491502.2 |
 AM0445|---------------------------------------------------------------------|
 AM0445
 AM0445                          SUPERSEDED SURVEY CONTROL
 AM0445
 AM0445  NAD 83(1986)-  28 57 36.66860(N)    095 16 27.06312(W) AD(       ) 3
 AM0445  NAD 27      -  28 57 35.78262(N)    095 16 26.29278(W) AD(       ) 3
 AM0445  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG       
 AM0445
 AM0445.Superseded values are not recommended for survey control.
 AM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0445.See file dsdata.txt to determine how the superseded data were derived.
 AM0445
 AM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7837805705(NAD 83)
 AM0445_MARKER: DD = SURVEY DISK
 AM0445_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AM0445_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AM0445_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AM0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0445+STABILITY: SURFACE MOTION
 AM0445
 AM0445  HISTORY     - Date     Condition        Report By
 AM0445  HISTORY     - 1979     MONUMENTED       NOS
 AM0445  HISTORY     - 1982     MARK NOT FOUND   NOS
 AM0445  HISTORY     - 19950501 MARK NOT FOUND   USPSQD
 AM0445  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0445  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0445
 AM0445                          STATION DESCRIPTION
 AM0445
 AM0445'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0445'THE STATION IS LOCATED 1 MILE NORTHEAST OF SURFSIDE.
 AM0445'
 AM0445'TO REACH FROM THE JUNCTION OF COUNTY ROADS 257 AND 332 IN SURFSIDE
 AM0445'GO NORTHEAST ON COUNTY ROAD 257 FOR 1.05 MILE TO A SIDE ROAD RIGHT
 AM0445'(BALANGER STREET), TURN RIGHT AND GO 0.05 MILE TO BEACH.
 AM0445'TURN RIGHT AND GO SOUTHWEST ON BEACH FOR 0.05 MILE TO STATION
 AM0445'ON RIGHT ON HIGH DUNE.
 AM0445'
 AM0445'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 79 TX 1979---,
 AM0445'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN CONCRETE
 AM0445'AND PROJECTING 4 INCHES. IT IS APPROXIMATELY 0.05 MILE NORTHEAST
 AM0445'OF A FISHING PIER AND 3.5 FEET SOUTH OF A WOODEN WITNESS POST
 AM0445'WITH SIGN ATTACHED.
 AM0445'
 AM0445'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AM0445
 AM0445                          STATION RECOVERY (1982)
 AM0445
 AM0445'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0445'STATION LOST TO BEACH EROSION.
 AM0445
 AM0445                          STATION RECOVERY (1995)
 AM0445
 AM0445'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0445'MARK NOT FOUND.
 AM0445
 AM0445                          STATION RECOVERY (2004)
 AM0445
 AM0445'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0445'MARK NOT FOUND.
 AM0445
 AM0445                          STATION RECOVERY (2005)
 AM0445
 AM0445'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0031 ***********************************************************************
 BO0031  DESIGNATION -  H 80 USGS
 BO0031  PID         -  BO0031
 BO0031  STATE/COUNTY-  TX/EDWARDS
 BO0031  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0031
 BO0031                         *CURRENT SURVEY CONTROL
 BO0031  ___________________________________________________________________
 BO0031* NAD 83(1986)-  30 05 14.     (N)    100 11 06.     (W)     SCALED    
 BO0031* NAVD 88     -       670.479  (meters)    2199.73   (feet)  ADJUSTED  
 BO0031  ___________________________________________________________________
 BO0031  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0031  DYNAMIC HT  -         669.485 (meters)    2196.47  (feet)  COMP
 BO0031  MODELED GRAV-     979,138.3   (mgal)                       NAVD 88
 BO0031
 BO0031  VERT ORDER  -  FIRST     CLASS II
 BO0031
 BO0031.The horizontal coordinates were scaled from a topographic map and have
 BO0031.an estimated accuracy of +/- 6 seconds.
 BO0031
 BO0031.The orthometric height was determined by differential leveling
 BO0031.and adjusted by the National Geodetic Survey in June 1991..
 BO0031
 BO0031.The geoid height was determined by GEOID03.
 BO0031
 BO0031.The dynamic height is computed by dividing the NAVD 88
 BO0031.geopotential number by the normal gravity value computed on the
 BO0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0031.degrees latitude (g = 980.6199 gals.).
 BO0031
 BO0031.The modeled gravity was interpolated from observed gravity values.
 BO0031
 BO0031;                    North         East    Units  Estimated Accuracy
 BO0031;SPC TXSC     - 4,250,380.      485,770.      MT  (+/- 180 meters Scaled)
 BO0031
 BO0031                          SUPERSEDED SURVEY CONTROL
 BO0031
 BO0031  NGVD 29 (??/??/92)  670.420  (m)         2199.54   (f) ADJ UNCH    1 2
 BO0031
 BO0031.Superseded values are not recommended for survey control.
 BO0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0031.See file dsdata.txt to determine how the superseded data were derived.
 BO0031
 BO0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU858290(NAD 83)
 BO0031_MARKER: DD = SURVEY DISK
 BO0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0031_STAMPING: 2199.536 H 80 1923
 BO0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0031+STABILITY: SURFACE MOTION
 BO0031
 BO0031  HISTORY     - Date     Condition        Report By
 BO0031  HISTORY     - 1923     MONUMENTED       USGS
 BO0031
 BO0031                          STATION DESCRIPTION
 BO0031
 BO0031'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 BO0031'5.2 MI NE FROM ROCK SPRINGS.
 BO0031'5.2 MILES NORTHEAST ALONG STATE HIGHWAY 29 FROM ROCKSPRINGS, EDWARDS
 BO0031'COUNTY, NEAR A WOODEN WATER TANK ON THE EAST SIDE OF THE HIGHWAY, IN
 BO0031'LINE WITH A ROAD LEADING WEST TO A RANCH HOUSE, AND 17 FEET SOUTH OF
 BO0031'AN ANGLE IN THE FENCE.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 BO0031'STAMPED 2199.536 H 80 1923 AND SET IN THE TOP OF A CONCRETE POST
 BO0031'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4371 ***********************************************************************
 AW4371  DESIGNATION -  H 801
 AW4371  PID         -  AW4371
 AW4371  STATE/COUNTY-  TX/MATAGORDA
 AW4371  USGS QUAD   -  PLEDGER (1980)
 AW4371
 AW4371                         *CURRENT SURVEY CONTROL
 AW4371  ___________________________________________________________________
 AW4371* NAD 83(1986)-  29 11 41.     (N)    095 54 14.     (W)     SCALED    
 AW4371* NAVD 88     -        18.90   (+/-2cm)      62.0    (feet)  VERTCON   
 AW4371  ___________________________________________________________________
 AW4371  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW4371
 AW4371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4371
 AW4371.The horizontal coordinates were scaled from a topographic map and have
 AW4371.an estimated accuracy of +/- 6 seconds.
 AW4371
 AW4371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4371.The vertical order pertains to the NGVD 29 superseded value.
 AW4371
 AW4371.The geoid height was determined by GEOID03.
 AW4371
 AW4371;                    North         East    Units  Estimated Accuracy
 AW4371;SPC TXSC     - 4,154,860.      901,040.      MT  (+/- 180 meters Scaled)
 AW4371
 AW4371                          SUPERSEDED SURVEY CONTROL
 AW4371
 AW4371  NGVD 29 (??/??/92)   18.908  (m)           62.03   (f) ADJ UNCH    2 0
 AW4371
 AW4371.Superseded values are not recommended for survey control.
 AW4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4371.See file dsdata.txt to determine how the superseded data were derived.
 AW4371
 AW4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN176330(NAD 83)
 AW4371_MARKER: DB = BENCH MARK DISK
 AW4371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4371_STAMPING: H 801 1943
 AW4371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4371+STABILITY: SURFACE MOTION
 AW4371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4371+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4371
 AW4371  HISTORY     - Date     Condition        Report By
 AW4371  HISTORY     - 1943     MONUMENTED       CGS
 AW4371  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW4371  HISTORY     - 20041118 GOOD             USPSQD
 AW4371
 AW4371                          STATION DESCRIPTION
 AW4371
 AW4371'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4371'1.0 MI NE FROM PLEDGER.
 AW4371'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED
 AW4371'NORTHEASTERLY 1.0 MILE ALONG PLEDGER-WEST COLUMBIA ROAD TO A CURVE IN
 AW4371'ROAD AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE WEST OF THE
 AW4371'PLEDGER COLORED VOCATIONAL AGRICULTURE SCHOOL.  IT IS AT THE SOUTHWEST
 AW4371'END OF THE CURVE IN ROAD, 204.0 FEET SOUTHWEST OF A WOODEN CULVERT,
 AW4371'60.0 FEET SOUTHWEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 41.0 FEET
 AW4371'SOUTHWEST OF A LARGE TREE IN FENCE LINE, 38.0 FEET NORTHWEST OF AND
 AW4371'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 9.0 FEET
 AW4371'SOUTHWEST OF A POWER LINE POLE WITH TRANSFORMER AND GUY WIRE AND 3.0
 AW4371'FEET NORTHEAST OF A 4 BY 4 INCH WOODEN MARKER POST. MONUMENT PROJECTS
 AW4371'ABOUT 0.5 FOOT, AND SET IN A CONCRETE POST.
 AW4371
 AW4371                          STATION RECOVERY (1999)
 AW4371
 AW4371'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4371'MARK NOT FOUND.
 AW4371
 AW4371                          STATION RECOVERY (2004)
 AW4371
 AW4371'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4397 ***********************************************************************
 AW4397  DESIGNATION -  H 802
 AW4397  PID         -  AW4397
 AW4397  STATE/COUNTY-  TX/BRAZORIA
 AW4397  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4397
 AW4397                         *CURRENT SURVEY CONTROL
 AW4397  ___________________________________________________________________
 AW4397* NAD 83(1986)-  29 09 03.     (N)    095 36 37.     (W)     SCALED    
 AW4397* NAVD 88     -         8.81   (+/-2cm)      28.9    (feet)  VERTCON   
 AW4397  ___________________________________________________________________
 AW4397  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW4397
 AW4397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4397
 AW4397.The horizontal coordinates were scaled from a topographic map and have
 AW4397.an estimated accuracy of +/- 6 seconds.
 AW4397
 AW4397.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4397.The vertical order pertains to the NGVD 29 superseded value.
 AW4397
 AW4397.The geoid height was determined by GEOID03.
 AW4397
 AW4397;                    North         East    Units  Estimated Accuracy
 AW4397;SPC TXSC     - 4,150,790.      929,720.      MT  (+/- 180 meters Scaled)
 AW4397
 AW4397                          SUPERSEDED SURVEY CONTROL
 AW4397
 AW4397  NGVD 29 (??/??/92)    8.826  (m)           28.96   (f) ADJ UNCH    2 0
 AW4397
 AW4397.Superseded values are not recommended for survey control.
 AW4397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4397.See file dsdata.txt to determine how the superseded data were derived.
 AW4397
 AW4397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN460275(NAD 83)
 AW4397_MARKER: DB = BENCH MARK DISK
 AW4397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4397_STAMPING: H 802 1943
 AW4397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4397+STABILITY: SURFACE MOTION
 AW4397
 AW4397  HISTORY     - Date     Condition        Report By
 AW4397  HISTORY     - 1943     MONUMENTED       CGS
 AW4397  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AW4397  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 AW4397
 AW4397                          STATION DESCRIPTION
 AW4397
 AW4397'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4397'1.0 MI N FROM EAST COLUMBIA.
 AW4397'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4397'COLUMBIA.  PROCEED NORTHERLY 1.0 MILE ALONG CONCRETE ROAD TO SITE OF
 AW4397'BENCH MARK.  BENCH MARK IS ABOUT MIDWAY BETWEEN TWO CURVES IN ROAD,
 AW4397'ABOUT 0.2 MILE NORTHEAST OF THE WOODEN BRIDGE OVER YARNERAS CREEK,
 AW4397'235.0 FEET NORTHEAST OF THE NORTHEAST END OF A SMALLER WOODEN BRIDGE,
 AW4397'31.5 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AW4397'OF THE CONCRETE ROAD, 3.0 FEET SOUTHWEST OF A 4 BY 4 INCH WOODEN
 AW4397'MARKER POST AND 1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE. MONUMENT
 AW4397'PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4397
 AW4397                          STATION RECOVERY (1998)
 AW4397
 AW4397'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4397'MARK NOT FOUND.
 AW4397
 AW4397                          STATION RECOVERY (2004)
 AW4397
 AW4397'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4412 ***********************************************************************
 AW4412  DESIGNATION -  H 803
 AW4412  PID         -  AW4412
 AW4412  STATE/COUNTY-  TX/BRAZORIA
 AW4412  USGS QUAD   -  OTEY (1980)
 AW4412
 AW4412                         *CURRENT SURVEY CONTROL
 AW4412  ___________________________________________________________________
 AW4412* NAD 83(1986)-  29 18 24.     (N)    095 33 46.     (W)     SCALED    
 AW4412* NAVD 88     -        12.39   (+/-2cm)      40.6    (feet)  VERTCON   
 AW4412  ___________________________________________________________________
 AW4412  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW4412
 AW4412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4412
 AW4412.The horizontal coordinates were scaled from a topographic map and have
 AW4412.an estimated accuracy of +/- 6 seconds.
 AW4412
 AW4412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4412.The vertical order pertains to the NGVD 29 superseded value.
 AW4412
 AW4412.The geoid height was determined by GEOID03.
 AW4412
 AW4412;                    North         East    Units  Estimated Accuracy
 AW4412;SPC TXSC     - 4,168,190.      933,830.      MT  (+/- 180 meters Scaled)
 AW4412
 AW4412                          SUPERSEDED SURVEY CONTROL
 AW4412
 AW4412  NGVD 29 (??/??/92)   12.39   (m)           40.6    (f) COMPUTED    2 0
 AW4412
 AW4412.Superseded values are not recommended for survey control.
 AW4412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4412.See file dsdata.txt to determine how the superseded data were derived.
 AW4412
 AW4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN510446(NAD 83)
 AW4412_MARKER: DB = BENCH MARK DISK
 AW4412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4412_STAMPING: H 803 1943
 AW4412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4412+STABILITY: SURFACE MOTION
 AW4412
 AW4412  HISTORY     - Date     Condition        Report By
 AW4412  HISTORY     - 1943     MONUMENTED       CGS
 AW4412
 AW4412                          STATION DESCRIPTION
 AW4412
 AW4412'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4412'7.9 MI W FROM BONNEY.
 AW4412'TO REACH FROM THE GENERAL STORE AT BONNEY.  PROCEED SOUTHERLY 0.9 MILE
 AW4412'ALONG STATE HIGHWAY NO. 288, THENCE WESTERLY 7.0 MILES ALONG THE
 AW4412'RAMSEY PRISON FARM GRAVELED AND DIRT ROAD TO A POWER LINE POLE WITH
 AW4412'FOUR GUY WIRES AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.8 MILE
 AW4412'EAST OF RAMSEY PRISON CAMP NO. 3, 335.0 FEET WEST OF THE WEST END OF A
 AW4412'WOODEN BRIDGE, 270.0 FEET EAST OF A DIRT CROSS-ROAD, 34.0 FEET SOUTH
 AW4412'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 7.0
 AW4412'FEET WEST OF THE POWER LINE POLE WITH FOUR GUY WIRES AND 3.0 FEET EAST
 AW4412'OF A 4 BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS ABOUT 0.3
 AW4412'FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0560 ***********************************************************************
 BM0560  DESIGNATION -  H 804
 BM0560  PID         -  BM0560
 BM0560  STATE/COUNTY-  TX/TRAVIS
 BM0560  USGS QUAD   -  AUSTIN EAST (1988)
 BM0560
 BM0560                         *CURRENT SURVEY CONTROL
 BM0560  ___________________________________________________________________
 BM0560* NAD 83(1986)-  30 15 42.     (N)    097 41 48.     (W)     SCALED    
 BM0560* NAVD 88     -       139.93   (+/-2cm)     459.1    (feet)  VERTCON   
 BM0560  ___________________________________________________________________
 BM0560  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BM0560
 BM0560  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0560
 BM0560.The horizontal coordinates were scaled from a topographic map and have
 BM0560.an estimated accuracy of +/- 6 seconds.
 BM0560
 BM0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0560.The vertical order pertains to the NGVD 29 superseded value.
 BM0560
 BM0560.The geoid height was determined by GEOID03.
 BM0560
 BM0560;                    North         East    Units  Estimated Accuracy
 BM0560;SPC TX C     - 3,068,970.      953,700.      MT  (+/- 180 meters Scaled)
 BM0560
 BM0560                          SUPERSEDED SURVEY CONTROL
 BM0560
 BM0560  NGVD 29 (??/??/92)  139.846  (m)          458.81   (f) ADJ UNCH    1 2
 BM0560
 BM0560.Superseded values are not recommended for survey control.
 BM0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0560.See file dsdata.txt to determine how the superseded data were derived.
 BM0560
 BM0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU253484(NAD 83)
 BM0560_MARKER: DB = BENCH MARK DISK
 BM0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0560_STAMPING: H 804 1953
 BM0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0560+STABILITY: SURFACE MOTION
 BM0560
 BM0560  HISTORY     - Date     Condition        Report By
 BM0560  HISTORY     - 1953     MONUMENTED       CGS
 BM0560  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0560  HISTORY     - 19991231 GOOD             USPSQD
 BM0560  HISTORY     - 20010224 MARK NOT FOUND   USPSQD
 BM0560  HISTORY     - 20030308 GOOD             USPSQD
 BM0560
 BM0560                          STATION DESCRIPTION
 BM0560
 BM0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0560'2.8 MI E FROM AUSTIN.
 BM0560'2.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0560'STATION AT AUSTIN, 5.7 FEET SOUTHWEST OF THE 1ST POLE SOUTHWEST OF
 BM0560'MILEPOST 112, 26 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 BM0560'TRACK, 31 FEET NORTH OF THE CENTER LINE OF BOLM ROAD, 2.3 FEET WEST OF
 BM0560'A WITNESS POST, 0.1 MILE WEST OF THE AIRPORT BOULEVARD OVERPASS, SET
 BM0560'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BM0560'GROUND.
 BM0560
 BM0560                          STATION RECOVERY (1990)
 BM0560
 BM0560'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0560'MARK NOT FOUND.
 BM0560
 BM0560                          STATION RECOVERY (1999)
 BM0560
 BM0560'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0560'RECOVERED IN GOOD CONDITION.
 BM0560
 BM0560                          STATION RECOVERY (2001)
 BM0560
 BM0560'RECOVERY NOTE BY US POWER SQUADRON 2001 (CVS)
 BM0560'MARK NOT FOUND.
 BM0560
 BM0560                          STATION RECOVERY (2003)
 BM0560
 BM0560'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM0560'THERE HAS BEEN MINOR CONSTRUCTION IN THE AREA OVER THE YEARS.
 BM0560'DESCRIPTION STILL ADEQUATE, HOWEVER, MARK IS 37 FEET FROM THE NEW
 BM0560'CENTERLINE AND IS NOW FLUSH WITH THE FILLED SURFACE. THE MARK IS 6
 BM0560'FEET SOUTHEAST OF A STEEL UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0425 ***********************************************************************
 BM0425  DESIGNATION -  H 805
 BM0425  PID         -  BM0425
 BM0425  STATE/COUNTY-  TX/BASTROP
 BM0425  USGS QUAD   -  BASTROP (1982)
 BM0425
 BM0425                         *CURRENT SURVEY CONTROL
 BM0425  ___________________________________________________________________
 BM0425* NAD 83(1986)-  30 07 16.     (N)    097 19 43.     (W)     SCALED    
 BM0425* NAVD 88     -       110.654  (meters)     363.04   (feet)  ADJUSTED  
 BM0425  ___________________________________________________________________
 BM0425  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BM0425  DYNAMIC HT  -         110.505 (meters)     362.55  (feet)  COMP
 BM0425  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 BM0425
 BM0425  VERT ORDER  -  FIRST     CLASS I
 BM0425
 BM0425.The horizontal coordinates were scaled from a topographic map and have
 BM0425.an estimated accuracy of +/- 6 seconds.
 BM0425
 BM0425.The orthometric height was determined by differential leveling
 BM0425.and adjusted by the National Geodetic Survey in June 1991..
 BM0425
 BM0425.The geoid height was determined by GEOID03.
 BM0425
 BM0425.The dynamic height is computed by dividing the NAVD 88
 BM0425.geopotential number by the normal gravity value computed on the
 BM0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0425.degrees latitude (g = 980.6199 gals.).
 BM0425
 BM0425.The modeled gravity was interpolated from observed gravity values.
 BM0425
 BM0425;                    North         East    Units  Estimated Accuracy
 BM0425;SPC TX C     - 3,054,290.      989,530.      MT  (+/- 180 meters Scaled)
 BM0425
 BM0425                          SUPERSEDED SURVEY CONTROL
 BM0425
 BM0425  NGVD 29 (??/??/92)  110.589  (m)          362.82   (f) ADJ UNCH    1 1
 BM0425
 BM0425.Superseded values are not recommended for survey control.
 BM0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0425.See file dsdata.txt to determine how the superseded data were derived.
 BM0425
 BM0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU610333(NAD 83)
 BM0425_MARKER: DB = BENCH MARK DISK
 BM0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0425_SP_SET: ABUTMENT
 BM0425_STAMPING: H 805 1953
 BM0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0425+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 BM0425
 BM0425  HISTORY     - Date     Condition        Report By
 BM0425  HISTORY     - 1953     MONUMENTED       CGS
 BM0425  HISTORY     - 1978     GOOD             NGS
 BM0425  HISTORY     - 19951226 GOOD             USPSQD
 BM0425  HISTORY     - 20020917 GOOD             USPSQD
 BM0425  HISTORY     - 20041120 GOOD             USPSQD
 BM0425
 BM0425                          STATION DESCRIPTION
 BM0425
 BM0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0425'1.6 MI NW FROM BASTROP.
 BM0425'1.6 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0425'THE STATION AT BASTROP, 9.3 FEET NORTH OF THE NORTH RAIL, SET IN THE
 BM0425'TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A BRIDGE OVER
 BM0425'PINEY CREEK.
 BM0425
 BM0425                          STATION RECOVERY (1978)
 BM0425
 BM0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0425'RECOVERED IN GOOD CONDITION.
 BM0425
 BM0425                          STATION RECOVERY (1995)
 BM0425
 BM0425'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0425'RECOVERED IN GOOD CONDITION.
 BM0425
 BM0425                          STATION RECOVERY (2002)
 BM0425
 BM0425'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BM0425'RECOVERED IN GOOD CONDITION.
 BM0425
 BM0425                          STATION RECOVERY (2004)
 BM0425
 BM0425'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2123 ***********************************************************************
 AW2123  DESIGNATION -  H 805 RESET
 AW2123  PID         -  AW2123
 AW2123  STATE/COUNTY-  TX/FORT BEND
 AW2123  USGS QUAD   -  MISSOURI CITY (1995)
 AW2123
 AW2123                         *CURRENT SURVEY CONTROL
 AW2123  ___________________________________________________________________
 AW2123* NAD 83(1986)-  29 36 58.     (N)    095 33 28.     (W)     SCALED    
 AW2123* NAVD 88     -        25.083  (meters)      82.29   (feet)  ADJUSTED  
 AW2123  ___________________________________________________________________
 AW2123  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2123  DYNAMIC HT  -          25.048 (meters)      82.18  (feet)  COMP
 AW2123  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 AW2123
 AW2123  VERT ORDER  -  FIRST     CLASS II
 AW2123
 AW2123.The horizontal coordinates were scaled from a topographic map and have
 AW2123.an estimated accuracy of +/- 6 seconds.
 AW2123
 AW2123.The orthometric height was determined by differential leveling
 AW2123.and adjusted by the National Geodetic Survey in September 1996..
 AW2123
 AW2123.The geoid height was determined by GEOID03.
 AW2123
 AW2123.The dynamic height is computed by dividing the NAVD 88
 AW2123.geopotential number by the normal gravity value computed on the
 AW2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2123.degrees latitude (g = 980.6199 gals.).
 AW2123
 AW2123.The modeled gravity was interpolated from observed gravity values.
 AW2123
 AW2123;                    North         East    Units  Estimated Accuracy
 AW2123;SPC TXSC     - 4,202,490.      933,310.      MT  (+/- 180 meters Scaled)
 AW2123
 AW2123                          SUPERSEDED SURVEY CONTROL
 AW2123
 AW2123  NAVD 88 (06/15/91)   25.347  (m)           83.16   (f) UNKNOWN     1 2
 AW2123  NGVD 29 (12/23/87)   25.343  (m)           83.15   (f) ADJUSTED    1 2
 AW2123
 AW2123.Superseded values are not recommended for survey control.
 AW2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2123.See file dsdata.txt to determine how the superseded data were derived.
 AW2123
 AW2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN523789(NAD 83)
 AW2123_MARKER: DB = BENCH MARK DISK
 AW2123_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW2123_SP_SET: BUILDING WALL
 AW2123_STAMPING: H 805 1943 RESET 1954
 AW2123_MARK LOGO: CGS   
 AW2123_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2123+STABILITY: SURFACE MOTION
 AW2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW2123+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 AW2123
 AW2123  HISTORY     - Date     Condition        Report By
 AW2123  HISTORY     - 1954     MONUMENTED       CGS
 AW2123  HISTORY     - 1973     GOOD             NGS
 AW2123  HISTORY     - 1978     GOOD             NGS
 AW2123  HISTORY     - 1986     GOOD             NGS
 AW2123  HISTORY     - 1987     GOOD             USPSQD
 AW2123  HISTORY     - 1988     GOOD             USPSQD
 AW2123  HISTORY     - 19931204 GOOD             USPSQD
 AW2123  HISTORY     - 19951007 GOOD             CHANCE
 AW2123  HISTORY     - 20040329 GOOD             USPSQD
 AW2123  HISTORY     - 20050913 GOOD             LJA
 AW2123
 AW2123                          STATION DESCRIPTION
 AW2123
 AW2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2123'IN STAFFORD.
 AW2123'AT STAFFORD, AT THE JUNCTION OF NORTH MAIN STREET AND STAFFORD ROAD,
 AW2123'SET VERTICALLY IN THE NORTHWEST BRICK WALL OF THE TATAR BUILDING
 AW2123'OCCUPIED BY CITY OF STAFFORD OFFICES, 69 1/2 FEET SOUTHWEST OF THE
 AW2123'CENTER LINE OF THE STREET, 26 FEET NORTHWEST OF THE EXTENDED CENTER
 AW2123'LINE OF THE ROAD, 2.0 FEET SOUTHWEST OF THE NORTH CORNER OF THE
 AW2123'BUILDING, ABOUT 3 1/2 FEET HIGHER THAN THE STREET, AND 3.5 FEET ABOVE
 AW2123'THE GROUND.
 AW2123
 AW2123                          STATION RECOVERY (1978)
 AW2123
 AW2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2123'NOTE=NOW AT THE JUNCTION OF STAFFORD ROAD AND LOOP 294.  DELETE=
 AW2123'OCCUPIED BY CITY OF STAFFORD OFFICES.
 AW2123
 AW2123                          STATION RECOVERY (1986)
 AW2123
 AW2123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2123'RECOVERED IN GOOD CONDITION.
 AW2123
 AW2123                          STATION RECOVERY (1987)
 AW2123
 AW2123'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW2123'RECOVERED IN GOOD CONDITION.
 AW2123
 AW2123                          STATION RECOVERY (1988)
 AW2123
 AW2123'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW2123'RECOVERED IN GOOD CONDITION.
 AW2123
 AW2123                          STATION RECOVERY (1993)
 AW2123
 AW2123'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2123'RECOVERED IN GOOD CONDITION.
 AW2123
 AW2123                          STATION RECOVERY (1995)
 AW2123
 AW2123'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2123'RECOVERED IN GOOD CONDITION AS DESCRIBED.  NOTE=TATAR BUILDING IS NOW
 AW2123'OCCUPIED BY AN ANTIQUE SHOP.  ADDITIONAL TIES FOLLOW.  59 FT (18.0 M)
 AW2123'WEST OF THE CENTERLINE OF A PRIVATE DRIVE, 25.5 FT (7.8 M) SOUTH OF A
 AW2123'UTILITY POLE WITH A LAMP, 45 FT (13.7 M) SOUTH OF A MANHOLE.
 AW2123
 AW2123                          STATION RECOVERY (2004)
 AW2123
 AW2123'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW2123'GO TO N29 37 57.8 W095 33 28.1
 AW2123
 AW2123                          STATION RECOVERY (2005)
 AW2123
 AW2123'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW2123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4682 ***********************************************************************
 AW4682  DESIGNATION -  H 806
 AW4682  PID         -  AW4682
 AW4682  STATE/COUNTY-  TX/FORT BEND
 AW4682  USGS QUAD   -  RICHMOND NE (1980)
 AW4682
 AW4682                         *CURRENT SURVEY CONTROL
 AW4682  ___________________________________________________________________
 AW4682* NAD 83(1986)-  29 40 13.     (N)    095 50 17.     (W)     SCALED    
 AW4682* NAVD 88     -        35.94   (+/-2cm)     117.9    (feet)  VERTCON   
 AW4682  ___________________________________________________________________
 AW4682  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW4682
 AW4682  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4682
 AW4682.The horizontal coordinates were scaled from a topographic map and have
 AW4682.an estimated accuracy of +/- 6 seconds.
 AW4682
 AW4682.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4682.The vertical order pertains to the NGVD 29 superseded value.
 AW4682
 AW4682.The geoid height was determined by GEOID03.
 AW4682
 AW4682;                    North         East    Units  Estimated Accuracy
 AW4682;SPC TXSC     - 4,207,720.      906,010.      MT  (+/- 180 meters Scaled)
 AW4682
 AW4682                          SUPERSEDED SURVEY CONTROL
 AW4682
 AW4682  NGVD 29 (??/??/92)   35.935  (m)          117.90   (f) ADJ UNCH    2 0
 AW4682
 AW4682.Superseded values are not recommended for survey control.
 AW4682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4682.See file dsdata.txt to determine how the superseded data were derived.
 AW4682
 AW4682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN253856(NAD 83)
 AW4682_MARKER: DB = BENCH MARK DISK
 AW4682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4682_STAMPING: H 806 1943
 AW4682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4682+STABILITY: SURFACE MOTION
 AW4682
 AW4682  HISTORY     - Date     Condition        Report By
 AW4682  HISTORY     - 1943     MONUMENTED       CGS
 AW4682  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4682
 AW4682                          STATION DESCRIPTION
 AW4682
 AW4682'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4682'8.7 MI N FROM ROSENBERG.
 AW4682'TO REACH FROM THE CITY HALL AT ROSENBERG-- PROCEED 0.3 MILE WESTERLY
 AW4682'ALONG U. S. HIGHWAY NO.59 TO THE KATY-ROSENBERG ROAD INTERSECTION
 AW4682'LEADING NORTH, THENCE 8.4 MILES NORTHERLY TO SITE OF BENCH MARK. BENCH
 AW4682'MARK IS ABOUT 100.0 FEET NORTH OF A CURVE, AND 29.0 FEET WEST OF AND
 AW4682'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 20.0 FEET
 AW4682'SOUTH OF THE CENTERLINE OF A WIRE GATE, 1.0 FOOT WEST OF THE
 AW4682'RIGHT-OF-WAY FENCE, AND 3.3 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AW4682'POST.  MONUMENT PROJECTS 0.4 FOOT.  NOTE-- BENCH MARK IS ALSO 9.65
 AW4682'MILES SOUTH OF KATY.
 AW4682
 AW4682                          STATION RECOVERY (1995)
 AW4682
 AW4682'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0442 ***********************************************************************
 BM0442  DESIGNATION -  H 806
 BM0442  PID         -  BM0442
 BM0442  STATE/COUNTY-  TX/BASTROP
 BM0442  USGS QUAD   -  BASTROP (1982)
 BM0442
 BM0442                         *CURRENT SURVEY CONTROL
 BM0442  ___________________________________________________________________
 BM0442* NAD 83(1986)-  30 01 57.     (N)    097 17 09.     (W)     SCALED    
 BM0442* NAVD 88     -       107.253  (meters)     351.88   (feet)  ADJUSTED  
 BM0442  ___________________________________________________________________
 BM0442  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BM0442  DYNAMIC HT  -         107.108 (meters)     351.40  (feet)  COMP
 BM0442  MODELED GRAV-     979,290.5   (mgal)                       NAVD 88
 BM0442
 BM0442  VERT ORDER  -  FIRST     CLASS I
 BM0442
 BM0442.The horizontal coordinates were scaled from a topographic map and have
 BM0442.an estimated accuracy of +/- 6 seconds.
 BM0442
 BM0442.The orthometric height was determined by differential leveling
 BM0442.and adjusted by the National Geodetic Survey in June 1991..
 BM0442.WARNING-Repeat measurements at this control monument indicate possible
 BM0442.vertical movement.
 BM0442
 BM0442.The geoid height was determined by GEOID03.
 BM0442
 BM0442.The dynamic height is computed by dividing the NAVD 88
 BM0442.geopotential number by the normal gravity value computed on the
 BM0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0442.degrees latitude (g = 980.6199 gals.).
 BM0442
 BM0442.The modeled gravity was interpolated from observed gravity values.
 BM0442
 BM0442;                    North         East    Units  Estimated Accuracy
 BM0442;SPC TX C     - 3,044,580.      993,920.      MT  (+/- 180 meters Scaled)
 BM0442
 BM0442                          SUPERSEDED SURVEY CONTROL
 BM0442
 BM0442  NGVD 29 (??/??/92)  107.203  (m)          351.72   (f) ADJ UNCH    1 1
 BM0442
 BM0442.Superseded values are not recommended for survey control.
 BM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0442.See file dsdata.txt to determine how the superseded data were derived.
 BM0442
 BM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU652236(NAD 83)
 BM0442_MARKER: DB = BENCH MARK DISK
 BM0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0442_STAMPING: H 806 1953
 BM0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0442+STABILITY: SURFACE MOTION
 BM0442
 BM0442  HISTORY     - Date     Condition        Report By
 BM0442  HISTORY     - 1953     MONUMENTED       CGS
 BM0442  HISTORY     - 1973     GOOD             NGS
 BM0442  HISTORY     - 1978     GOOD             NGS
 BM0442
 BM0442                          STATION DESCRIPTION
 BM0442
 BM0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0442'6.0 MI SW FROM BASTROP.
 BM0442'ABOUT 6.0 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0442'RAILROAD FROM THE STATION AT BASTROP ABOUT 0.5 MILES SOUTHEAST OF A
 BM0442'PRIVATE ROAD CROSSING, 49.5 FEET NORTHEAST OF THE NORTHEAST TRACK,
 BM0442'12.8 FEET NORTHEAST OF MIPOST 960, 9.0 FEET SOUTHWEST OF THE CENTER
 BM0442'LINE OF A TRACK ROAD, 0.6 FEET SOUTHWEST OF A FENCE LINE, 1.0 MILES
 BM0442'SOUTHEAST OF J 806, 1.0 FEET NORTHEAST OF A METAL WITNESS POST AND
 BM0442'ABOUT 1.0 FEET BELOW THE LEVEL OF THE TRACK.  THE DISK IN THE TOP OF A
 BM0442'CONCRETE POST PROJECTING ABOUT 1-IN.
 BM0442
 BM0442                          STATION RECOVERY (1978)
 BM0442
 BM0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4683 ***********************************************************************
 AW4683  DESIGNATION -  H 806 RESET
 AW4683  PID         -  AW4683
 AW4683  STATE/COUNTY-  TX/FORT BEND
 AW4683  USGS QUAD   -  RICHMOND NE (1980)
 AW4683
 AW4683                         *CURRENT SURVEY CONTROL
 AW4683  ___________________________________________________________________
 AW4683* NAD 83(1986)-  29 40 13.     (N)    095 50 17.     (W)     SCALED    
 AW4683* NAVD 88     -        35.535  (meters)     116.58   (feet)  ADJUSTED  
 AW4683  ___________________________________________________________________
 AW4683  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW4683  DYNAMIC HT  -          35.486 (meters)     116.42  (feet)  COMP
 AW4683  MODELED GRAV-     979,270.1   (mgal)                       NAVD 88
 AW4683
 AW4683  VERT ORDER  -  FIRST     CLASS II
 AW4683
 AW4683.The horizontal coordinates were scaled from a topographic map and have
 AW4683.an estimated accuracy of +/- 6 seconds.
 AW4683
 AW4683.The orthometric height was determined by differential leveling
 AW4683.and adjusted by the National Geodetic Survey in June 1991..
 AW4683
 AW4683.The geoid height was determined by GEOID03.
 AW4683
 AW4683.The dynamic height is computed by dividing the NAVD 88
 AW4683.geopotential number by the normal gravity value computed on the
 AW4683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4683.degrees latitude (g = 980.6199 gals.).
 AW4683
 AW4683.The modeled gravity was interpolated from observed gravity values.
 AW4683
 AW4683;                    North         East    Units  Estimated Accuracy
 AW4683;SPC TXSC     - 4,207,720.      906,010.      MT  (+/- 180 meters Scaled)
 AW4683
 AW4683                          SUPERSEDED SURVEY CONTROL
 AW4683
 AW4683  NGVD 29 (12/23/87)   35.529  (m)          116.56   (f) ADJUSTED    1 2
 AW4683
 AW4683.Superseded values are not recommended for survey control.
 AW4683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4683.See file dsdata.txt to determine how the superseded data were derived.
 AW4683
 AW4683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN253856(NAD 83)
 AW4683_MARKER: DB = BENCH MARK DISK
 AW4683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4683_SP_SET: CONCRETE POST
 AW4683_STAMPING: H 806 RESET 1947
 AW4683_MARK LOGO: CGS   
 AW4683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4683+STABILITY: SURFACE MOTION
 AW4683
 AW4683  HISTORY     - Date     Condition        Report By
 AW4683  HISTORY     - 1947     MONUMENTED       CGS
 AW4683  HISTORY     - 1973     GOOD             NGS
 AW4683  HISTORY     - 1986     GOOD             NGS
 AW4683  HISTORY     - 1990     GOOD             USPSQD
 AW4683  HISTORY     - 19950108 GOOD             USPSQD
 AW4683  HISTORY     - 19951010 GOOD             USPSQD
 AW4683
 AW4683                          STATION DESCRIPTION
 AW4683
 AW4683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4683'8.6 MI N FROM ROSENBERG.
 AW4683'0.25 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4683'THE STATION AT ROSENBERG, THENCE 4.95 MILES NORTH ALONG FARM ROAD 723,
 AW4683'THENCE 3.4 MILES NORTH ALONG FARM ROAD 359, AT THE NORTH END OF A
 AW4683'CURVE, AT THE JUNCTION OF A FIELD ROAD, 41 FEET WEST OF THE CENTER
 AW4683'LINE OF THE ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST,
 AW4683'10 FEET SOUTH OF THE SOUTH END OF A GATE, 12 1/2 FEET SOUTHWEST OF THE
 AW4683'CENTER OF THE SOUTH END OF A 15-INCH PIPE CULVERT, 1.0 FOOT EAST OF A
 AW4683'FENCE, 1.2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 AW4683'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 AW4683'GROUND.
 AW4683
 AW4683                          STATION RECOVERY (1986)
 AW4683
 AW4683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4683'RECOVERED IN GOOD CONDITION.
 AW4683
 AW4683                          STATION RECOVERY (1990)
 AW4683
 AW4683'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4683'RECOVERED IN GOOD CONDITION.
 AW4683
 AW4683                          STATION RECOVERY (1995)
 AW4683
 AW4683'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4683'RECOVERED IN GOOD CONDITION.
 AW4683
 AW4683                          STATION RECOVERY (1995)
 AW4683
 AW4683'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1767 ***********************************************************************
 AY1767  DESIGNATION -  H 807
 AY1767  PID         -  AY1767
 AY1767  STATE/COUNTY-  TX/GUADALUPE
 AY1767  USGS QUAD   -  MC QUEENEY (1994)
 AY1767
 AY1767                         *CURRENT SURVEY CONTROL
 AY1767  ___________________________________________________________________
 AY1767* NAD 83(1986)-  29 34 04.     (N)    098 00 10.     (W)     SCALED    
 AY1767* NAVD 88     -       161.34   (+/-2cm)     529.3    (feet)  VERTCON   
 AY1767  ___________________________________________________________________
 AY1767  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AY1767
 AY1767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY1767
 AY1767.The horizontal coordinates were scaled from a topographic map and have
 AY1767.an estimated accuracy of +/- 6 seconds.
 AY1767
 AY1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1767.The vertical order pertains to the NGVD 29 superseded value.
 AY1767
 AY1767.The geoid height was determined by GEOID03.
 AY1767
 AY1767;                    North         East    Units  Estimated Accuracy
 AY1767;SPC TXSC     - 4,192,640.      696,620.      MT  (+/- 180 meters Scaled)
 AY1767
 AY1767                          SUPERSEDED SURVEY CONTROL
 AY1767
 AY1767  NGVD 29 (??/??/92)  161.262  (m)          529.07   (f) ADJ UNCH    2 0
 AY1767
 AY1767.Superseded values are not recommended for survey control.
 AY1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1767.See file dsdata.txt to determine how the superseded data were derived.
 AY1767
 AY1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT965713(NAD 83)
 AY1767_MARKER: DB = BENCH MARK DISK
 AY1767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1767_SP_SET: CULVERT
 AY1767_STAMPING: H 807 1943
 AY1767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1767
 AY1767  HISTORY     - Date     Condition        Report By
 AY1767  HISTORY     - 1943     MONUMENTED       CGS
 AY1767  HISTORY     - 19880429 MARK NOT FOUND   USPSQD
 AY1767  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1767  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY1767  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY1767  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY1767  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AY1767
 AY1767                          STATION DESCRIPTION
 AY1767
 AY1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY1767'2.5 MI W FROM SEGUIN.
 AY1767'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 90 AND STATE
 AY1767'HIGHWAY NO. 123 AT SEGUIN-- PROCEED 2.5 MILES WESTERLY ALONG U.S.
 AY1767'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE
 AY1767'WEST OF THE INTERSECTION OF STATE HIGHWAY NO. 3, AND ABOUT 33.0 FEET
 AY1767'WEST OF A DIRT SIDE ROAD INTERSECTION SOUTH.  IT IS 20.5 FEET SOUTH OF
 AY1767'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET
 AY1767'HORIZONTALLY IN THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE
 AY1767'CULVERT.
 AY1767
 AY1767                          STATION RECOVERY (1988)
 AY1767
 AY1767'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY1767'MARK NOT FOUND.
 AY1767
 AY1767                          STATION RECOVERY (1989)
 AY1767
 AY1767'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1767'MARK NOT FOUND.
 AY1767
 AY1767                          STATION RECOVERY (1993)
 AY1767
 AY1767'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1767'MARK NOT FOUND.
 AY1767
 AY1767                          STATION RECOVERY (1999)
 AY1767
 AY1767'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1767'MARK NOT FOUND.
 AY1767
 AY1767                          STATION RECOVERY (2003)
 AY1767
 AY1767'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY1767'CURRENT CULVERT APPEARS TO BE RELATIVELY NEW (REPLACED) COMPARED TO
 AY1767'OTHER CULVERTS IN THE AREA.
 AY1767
 AY1767                          STATION RECOVERY (2005)
 AY1767
 AY1767'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AY1767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0538 ***********************************************************************
 AY0538  DESIGNATION -  H 808
 AY0538  PID         -  AY0538
 AY0538  STATE/COUNTY-  TX/BEXAR
 AY0538  USGS QUAD   -  MARTINEZ (1992)
 AY0538
 AY0538                         *CURRENT SURVEY CONTROL
 AY0538  ___________________________________________________________________
 AY0538* NAD 83(1986)-  29 25 03.     (N)    098 20 11.     (W)     SCALED    
 AY0538* NAVD 88     -       207.75   (+/-2cm)     681.6    (feet)  VERTCON   
 AY0538  ___________________________________________________________________
 AY0538  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AY0538
 AY0538  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0538
 AY0538.The horizontal coordinates were scaled from a topographic map and have
 AY0538.an estimated accuracy of +/- 6 seconds.
 AY0538
 AY0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0538.The vertical order pertains to the NGVD 29 superseded value.
 AY0538
 AY0538.The geoid height was determined by GEOID03.
 AY0538
 AY0538;                    North         East    Units  Estimated Accuracy
 AY0538;SPC TXSC     - 4,175,750.      664,390.      MT  (+/- 180 meters Scaled)
 AY0538
 AY0538                          SUPERSEDED SURVEY CONTROL
 AY0538
 AY0538  NGVD 29 (??/??/92)  207.65   (m)          681.3    (f) COMPUTED    2 0
 AY0538
 AY0538.Superseded values are not recommended for survey control.
 AY0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0538.See file dsdata.txt to determine how the superseded data were derived.
 AY0538
 AY0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT643544(NAD 83)
 AY0538_MARKER: DB = BENCH MARK DISK
 AY0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0538_STAMPING: H 808 1943
 AY0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0538+STABILITY: SURFACE MOTION
 AY0538
 AY0538  HISTORY     - Date     Condition        Report By
 AY0538  HISTORY     - 1943     MONUMENTED       CGS
 AY0538  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0538
 AY0538                          STATION DESCRIPTION
 AY0538
 AY0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0538'6.4 MI NW FROM ADKINS.
 AY0538'ABOUT 6.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AY0538'FROM THE STATION AT ADKINS, BEXAR COUNTY, AT MARTINEZ, ABOUT 300 FEET
 AY0538'WEST OF MILEPOST 130, ABOUT 80 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 AY0538'CORNER OF A WAREHOUSE, AT THE CROSSING OF THE MARTINEZ-CONVERSE ROAD,
 AY0538'47 FEET SOUTH OF THE SOUTH RAIL, 34 FEET WEST OF THE CENTER LINE OF
 AY0538'THE ROAD, 11.5 FEET WEST OF A POWER-TRANSMISSION LINE POLE, 8 FEET
 AY0538'WEST OF A FENCE CORNER, 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 AY0538'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED H 808 1943
 AY0538'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE
 AY0538'GROUND.
 AY0538
 AY0538                          STATION RECOVERY (1999)
 AY0538
 AY0538'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2022 ***********************************************************************
 AX2022  DESIGNATION -  H 809
 AX2022  PID         -  AX2022
 AX2022  STATE/COUNTY-  TX/GUADALUPE
 AX2022  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX2022
 AX2022                         *CURRENT SURVEY CONTROL
 AX2022  ___________________________________________________________________
 AX2022* NAD 83(1986)-  29 26 10.     (N)    097 59 57.     (W)     SCALED    
 AX2022* NAVD 88     -       176.71   (+/-2cm)     579.8    (feet)  VERTCON   
 AX2022  ___________________________________________________________________
 AX2022  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AX2022
 AX2022  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2022
 AX2022.The horizontal coordinates were scaled from a topographic map and have
 AX2022.an estimated accuracy of +/- 6 seconds.
 AX2022
 AX2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2022.The vertical order pertains to the NGVD 29 superseded value.
 AX2022
 AX2022.The geoid height was determined by GEOID03.
 AX2022
 AX2022;                    North         East    Units  Estimated Accuracy
 AX2022;SPC TXSC     - 4,178,050.      697,090.      MT  (+/- 180 meters Scaled)
 AX2022
 AX2022                          SUPERSEDED SURVEY CONTROL
 AX2022
 AX2022  NGVD 29 (??/??/92)  176.634  (m)          579.51   (f) ADJ UNCH    2 0
 AX2022
 AX2022.Superseded values are not recommended for survey control.
 AX2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2022.See file dsdata.txt to determine how the superseded data were derived.
 AX2022
 AX2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT970567(NAD 83)
 AX2022_MARKER: DB = BENCH MARK DISK
 AX2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2022_STAMPING: H 809 1943
 AX2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2022+STABILITY: SURFACE MOTION
 AX2022
 AX2022  HISTORY     - Date     Condition        Report By
 AX2022  HISTORY     - 1943     MONUMENTED       CGS
 AX2022  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX2022  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2022  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2022
 AX2022                          STATION DESCRIPTION
 AX2022
 AX2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2022'13.95 MI S FROM SEGUIN.
 AX2022'TO REACH FROM THE COURT HOUSE AT SEGUIN-- PROCEED 8.9 MILES SOUTHERLY
 AX2022'ALONG STATE HIGHWAY NO. 123 TO A DIRT SIDE ROAD INTERSECTION LEADING
 AX2022'WEST, THENCE 0.85 MILE WESTERLY TO A SIDE ROAD INTERSECTION LEADING
 AX2022'SOUTH, THENCE 2.85 MILES SOUTHERLY TO A T-ROAD INTERSECTION, THENCE
 AX2022'1.35 MILES WESTERLY TO A SIDE ROAD INTERSECTION LEADING SOUTH AND TO
 AX2022'SITE OF BENCH MARK.  BENCH MARK IS 40.0 FEET WEST OF THE CENTERLINE OF
 AX2022'THE SIDE ROAD LEADING SOUTH, AND 23.0 FEET NORTH OF AND ABOUT 3.5 FEET
 AX2022'ABOVE THE CENTERLINE OF THE EAST AND WEST ROAD.  IT IS 9.4 FEET
 AX2022'NORTHWEST OF A 22-INCH ELM TREE, 6.4 FEET NORTH OF THE RIGHT-OF-WAY
 AX2022'FENCE, AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AX2022'PROJECTS 0.3 FOOT.  A STANDARD DISK, STAMPED H 809 1943 AND SET IN THE
 AX2022'TOP OF A CONCRETE POST.
 AX2022
 AX2022                          STATION RECOVERY (1961)
 AX2022
 AX2022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX2022'MARK NOT FOUND.
 AX2022
 AX2022                          STATION RECOVERY (1993)
 AX2022
 AX2022'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2022'MARK NOT FOUND.
 AX2022
 AX2022                          STATION RECOVERY (1999)
 AX2022
 AX2022'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0119 ***********************************************************************
 BN0119  DESIGNATION -  H 81
 BN0119  PID         -  BN0119
 BN0119  STATE/COUNTY-  TX/GILLESPIE
 BN0119  USGS QUAD   -  CHERRY MOUNTAIN (1967)
 BN0119
 BN0119                         *CURRENT SURVEY CONTROL
 BN0119  ___________________________________________________________________
 BN0119* NAD 83(1986)-  30 24 23.     (N)    098 58 15.     (W)     SCALED    
 BN0119* NAVD 88     -       648.633  (meters)    2128.06   (feet)  ADJUSTED  
 BN0119  ___________________________________________________________________
 BN0119  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BN0119  DYNAMIC HT  -         647.720 (meters)    2125.06  (feet)  COMP
 BN0119  MODELED GRAV-     979,212.4   (mgal)                       NAVD 88
 BN0119
 BN0119  VERT ORDER  -  FIRST     CLASS II
 BN0119
 BN0119.The horizontal coordinates were scaled from a topographic map and have
 BN0119.an estimated accuracy of +/- 6 seconds.
 BN0119
 BN0119.The orthometric height was determined by differential leveling
 BN0119.and adjusted by the National Geodetic Survey in June 1991..
 BN0119
 BN0119.The geoid height was determined by GEOID03.
 BN0119
 BN0119.The dynamic height is computed by dividing the NAVD 88
 BN0119.geopotential number by the normal gravity value computed on the
 BN0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0119.degrees latitude (g = 980.6199 gals.).
 BN0119
 BN0119.The modeled gravity was interpolated from observed gravity values.
 BN0119
 BN0119;                    North         East    Units  Estimated Accuracy
 BN0119;SPC TX C     - 3,082,810.      830,910.      MT  (+/- 180 meters Scaled)
 BN0119
 BN0119                          SUPERSEDED SURVEY CONTROL
 BN0119
 BN0119  NGVD 29 (??/??/92)  648.576  (m)         2127.87   (f) ADJ UNCH    1 2
 BN0119
 BN0119.Superseded values are not recommended for survey control.
 BN0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0119.See file dsdata.txt to determine how the superseded data were derived.
 BN0119
 BN0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU028638(NAD 83)
 BN0119_MARKER: DB = BENCH MARK DISK
 BN0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0119_STAMPING: H 81 1931
 BN0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0119+STABILITY: SURFACE MOTION
 BN0119
 BN0119  HISTORY     - Date     Condition        Report By
 BN0119  HISTORY     - 1931     MONUMENTED       CGS
 BN0119  HISTORY     - 1967     GOOD             USGS
 BN0119  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0119  HISTORY     - 19930728 MARK NOT FOUND   USPSQD
 BN0119  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0119
 BN0119                          STATION DESCRIPTION
 BN0119
 BN0119'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BN0119'11.2 MI NW FROM FREDERICKSBURG.
 BN0119'11.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0119'FREDERICKSBURG, GILLESPIE COUNTY, 0.6 MILE NORTHWEST OF JUNCTION WITH
 BN0119'FARM ROAD 618, ABOUT 100 FEET NORTHEAST OF EAST AND 3 X 4.5 FT.
 BN0119'CULVERT, 109 NORTHEAST OF CENTER LINE OF HIGHWAY 3 FEET NORTH OF A
 BN0119'TELEPHONE POLE, 1.2 FEET SOUTHEAST OF A FENCE AND 2 FEET SOUTHEAST OF
 BN0119'A WHITE WITNESS POST.  A STANDARD DISK STAMPED H 81 1931 AND SET IN
 BN0119'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 BN0119
 BN0119                          STATION RECOVERY (1982)
 BN0119
 BN0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0119'NOT RECOVERED, SEARCHED FOR BUT NOT FOUND.
 BN0119
 BN0119                          STATION RECOVERY (1993)
 BN0119
 BN0119'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0119'MARK NOT FOUND.
 BN0119
 BN0119                          STATION RECOVERY (1996)
 BN0119
 BN0119'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0029 ***********************************************************************
 BO0029  DESIGNATION -  H 81
 BO0029  PID         -  BO0029
 BO0029  STATE/COUNTY-  TX/EDWARDS
 BO0029  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0029
 BO0029                         *CURRENT SURVEY CONTROL
 BO0029  ___________________________________________________________________
 BO0029* NAD 83(1986)-  30 07 08.     (N)    100 09 30.     (W)     SCALED    
 BO0029* NAVD 88     -       659.773  (meters)    2164.61   (feet)  ADJUSTED  
 BO0029  ___________________________________________________________________
 BO0029  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0029  DYNAMIC HT  -         658.798 (meters)    2161.41  (feet)  COMP
 BO0029  MODELED GRAV-     979,143.2   (mgal)                       NAVD 88
 BO0029
 BO0029  VERT ORDER  -  FIRST     CLASS II
 BO0029
 BO0029.The horizontal coordinates were scaled from a topographic map and have
 BO0029.an estimated accuracy of +/- 6 seconds.
 BO0029
 BO0029.The orthometric height was determined by differential leveling
 BO0029.and adjusted by the National Geodetic Survey in June 1991..
 BO0029
 BO0029.The geoid height was determined by GEOID03.
 BO0029
 BO0029.The dynamic height is computed by dividing the NAVD 88
 BO0029.geopotential number by the normal gravity value computed on the
 BO0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0029.degrees latitude (g = 980.6199 gals.).
 BO0029
 BO0029.The modeled gravity was interpolated from observed gravity values.
 BO0029
 BO0029;                    North         East    Units  Estimated Accuracy
 BO0029;SPC TXSC     - 4,253,860.      488,380.      MT  (+/- 180 meters Scaled)
 BO0029
 BO0029                          SUPERSEDED SURVEY CONTROL
 BO0029
 BO0029  NGVD 29 (??/??/92)  659.719  (m)         2164.43   (f) ADJ UNCH    1 2
 BO0029
 BO0029.Superseded values are not recommended for survey control.
 BO0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0029.See file dsdata.txt to determine how the superseded data were derived.
 BO0029
 BO0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU884325(NAD 83)
 BO0029_MARKER: DD = SURVEY DISK
 BO0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0029_STAMPING: 2164.428 H 81 1923
 BO0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0029+STABILITY: SURFACE MOTION
 BO0029
 BO0029  HISTORY     - Date     Condition        Report By
 BO0029  HISTORY     - 1923     MONUMENTED       USGS
 BO0029
 BO0029                          STATION DESCRIPTION
 BO0029
 BO0029'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 BO0029'8.4 MI NE FROM ROCK SPRINGS.
 BO0029'8.4 MILES NORTHEAST ALONG STATE HIGHWAY 29 FROM ROCKSPRINGS, EDWARDS
 BO0029'COUNTY, AT A SHARP TURN IN THE HIGHWAY AND A CATTLE GUARD CONSTRUCTED
 BO0029'OF RAILROAD RAILS, NEAR A FENCE CORNER, AND 3 FEET WEST OF THE FENCE.
 BO0029'A U.S. GEOLOGICAL SURVEY STANDARD DISK STAMPED 2164.428 H 81 1923 AND
 BO0029'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0447 ***********************************************************************
 AM0447  DESIGNATION -  H 81 TX
 AM0447  PID         -  AM0447
 AM0447  STATE/COUNTY-  TX/BRAZORIA
 AM0447  USGS QUAD   -  FREEPORT (1974)
 AM0447
 AM0447                         *CURRENT SURVEY CONTROL
 AM0447  ___________________________________________________________________
 AM0447* NAD 83(1993)-  28 57 04.90033(N)    095 17 00.67702(W)     ADJUSTED  
 AM0447* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 AM0447  ___________________________________________________________________
 AM0447  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AM0447  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AM0447
 AM0447  HORZ ORDER  -  THIRD
 AM0447
 AM0447.The horizontal coordinates were established by classical geodetic methods
 AM0447.and adjusted by the National Geodetic Survey in February 1996..
 AM0447
 AM0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0447
 AM0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0447
 AM0447.The geoid height was determined by GEOID03.
 AM0447
 AM0447;                    North         East     Units Scale Factor Converg.
 AM0447;SPC TXSC     - 4,129,663.421   962,196.564   MT  0.99988550   +1 49 14.7
 AM0447;SPC TXSC     -13,548,737.41  3,156,806.56   sFT  0.99988550   +1 49 14.7
 AM0447;UTM  15      - 3,204,744.375   277,449.595   MT  1.00021124   -1 06 21.0
 AM0447
 AM0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0447!SPC TXSC     -   1.00000369  x   0.99988550  =   0.99988919
 AM0447!UTM  15      -   1.00000369  x   1.00021124  =   1.00021493
 AM0447
 AM0447:                Primary Azimuth Mark                     Grid Az
 AM0447:SPC TXSC     -  DOW CHEM CO PLT A ORGANIC TANK           258 41 22.6
 AM0447:UTM  15      -  DOW CHEM CO PLT A ORGANIC TANK           261 36 58.3
 AM0447
 AM0447|---------------------------------------------------------------------|
 AM0447| PID    Reference Object                     Distance      Geod. Az  |
 AM0447|                                                           dddmmss.s |
 AM0447| AM0423 DOW CHEM CO PLT A ORGANIC TANK      APPROX. 3.1 KM 2603037.3 |
 AM0447| AM0095 WELL USE 1912 1931 1933             304.532 METERS 29535     |
 AM0447|---------------------------------------------------------------------|
 AM0447
 AM0447                          SUPERSEDED SURVEY CONTROL
 AM0447
 AM0447  NAD 83(1986)-  28 57 04.90921(N)    095 17 00.65715(W) AD(       ) 3
 AM0447  NAD 27      -  28 57 04.02224(N)    095 16 59.88420(W) AD(       ) 3
 AM0447  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 AM0447
 AM0447.Superseded values are not recommended for survey control.
 AM0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0447.See file dsdata.txt to determine how the superseded data were derived.
 AM0447
 AM0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7745004744(NAD 83)
 AM0447_MARKER: DD = SURVEY DISK
 AM0447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AM0447_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AM0447_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AM0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0447+STABILITY: SURFACE MOTION
 AM0447
 AM0447  HISTORY     - Date     Condition        Report By
 AM0447  HISTORY     - 1979     MONUMENTED       NOS
 AM0447  HISTORY     - 1982     MARK NOT FOUND   NOS
 AM0447  HISTORY     - 19950501 MARK NOT FOUND   USPSQD
 AM0447  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AM0447
 AM0447                          STATION DESCRIPTION
 AM0447
 AM0447'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0447'THE STATION WAS LOCATED IN SURFSIDE.
 AM0447'
 AM0447'TO REACH FROM THE JUNCTION OF COUNTY ROADS 332 AND 257 IN
 AM0447'SURFSIDE GO SOUTHEAST ON ROUTE 332 FOR 0.2 MILE TO BEACH.
 AM0447'TURN LEFT AND GO NORTHEAST FOR 0.1 MILE TO A NW-SE FENCELINE
 AM0447'AND STATION ON DUNE TO LEFT.
 AM0447'
 AM0447'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 81 TX 1979---,
 AM0447'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN CONCRETE
 AM0447'AND PROJECTING 4 INCHES. IT IS 95.5 FEET EAST-SOUTHEAST OF THE
 AM0447'MOST WESTERLY FENCE POST OF THE NW-SE FENCELINE, 42.5
 AM0447'FEET NORTHWEST OF THE MOST EASTERLY FENCE POST IN THE FENCELINE,
 AM0447'WITH WITNESS SIGN, AND 6.5 FEET NORTH OF A WOODEN FENCE POST
 AM0447'WITH WITNESS SIGN.
 AM0447'
 AM0447'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AM0447
 AM0447                          STATION RECOVERY (1982)
 AM0447
 AM0447'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0447'STATION LOST TO BEACH EROSION.
 AM0447
 AM0447                          STATION RECOVERY (1995)
 AM0447
 AM0447'RECOVERY NOTE BY US POWER SQUADRON 1995
 AM0447'MARK NOT FOUND.
 AM0447
 AM0447                          STATION RECOVERY (2004)
 AM0447
 AM0447'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4275 ***********************************************************************
 AW4275  DESIGNATION -  H 810
 AW4275  PID         -  AW4275
 AW4275  STATE/COUNTY-  TX/FORT BEND
 AW4275  USGS QUAD   -  NEEDVILLE (1980)
 AW4275
 AW4275                         *CURRENT SURVEY CONTROL
 AW4275  ___________________________________________________________________
 AW4275* NAD 83(1986)-  29 23 04.     (N)    095 51 15.     (W)     SCALED    
 AW4275* NAVD 88     -        28.06   (+/-2cm)      92.1    (feet)  VERTCON   
 AW4275  ___________________________________________________________________
 AW4275  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4275
 AW4275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4275
 AW4275.The horizontal coordinates were scaled from a topographic map and have
 AW4275.an estimated accuracy of +/- 6 seconds.
 AW4275
 AW4275.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4275.The vertical order pertains to the NGVD 29 superseded value.
 AW4275
 AW4275.The geoid height was determined by GEOID03.
 AW4275
 AW4275;                    North         East    Units  Estimated Accuracy
 AW4275;SPC TXSC     - 4,176,010.      905,310.      MT  (+/- 180 meters Scaled)
 AW4275
 AW4275                          SUPERSEDED SURVEY CONTROL
 AW4275
 AW4275  NGVD 29 (??/??/92)   28.057  (m)           92.05   (f) ADJ UNCH    2 0
 AW4275
 AW4275.Superseded values are not recommended for survey control.
 AW4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4275.See file dsdata.txt to determine how the superseded data were derived.
 AW4275
 AW4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN229539(NAD 83)
 AW4275_MARKER: DB = BENCH MARK DISK
 AW4275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4275_SP_SET: CULVERT
 AW4275_STAMPING: H 810 1943
 AW4275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4275
 AW4275  HISTORY     - Date     Condition        Report By
 AW4275  HISTORY     - 1943     MONUMENTED       CGS
 AW4275  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4275
 AW4275                          STATION DESCRIPTION
 AW4275
 AW4275'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4275'1.35 MI SW FROM NEEDVILLE.
 AW4275'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 1.35 MILE
 AW4275'SOUTHWESTERLY ALONG A DIRT ROAD TO A CONCRETE CULVERT AND SITE OF
 AW4275'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AW4275'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 3X4 FOOT CONCRETE BOX
 AW4275'CULVERT UNDER THE ROAD.  IT IS 15.4 FEET NORTHWEST OF AND ABOUT 1.0
 AW4275'FOOT ABOVE THE CENTERLINE OF THE ROAD.
 AW4275
 AW4275                          STATION RECOVERY (1995)
 AW4275
 AW4275'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4217 ***********************************************************************
 AW4217  DESIGNATION -  H 811
 AW4217  PID         -  AW4217
 AW4217  STATE/COUNTY-  TX/FORT BEND
 AW4217  USGS QUAD   -  GUY (1980)
 AW4217
 AW4217                         *CURRENT SURVEY CONTROL
 AW4217  ___________________________________________________________________
 AW4217* NAD 83(1986)-  29 20 43.     (N)    095 46 52.     (W)     SCALED    
 AW4217* NAVD 88     -        22.15   (+/-2cm)      72.7    (feet)  VERTCON   
 AW4217  ___________________________________________________________________
 AW4217  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW4217
 AW4217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4217
 AW4217.The horizontal coordinates were scaled from a topographic map and have
 AW4217.an estimated accuracy of +/- 6 seconds.
 AW4217
 AW4217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4217.The vertical order pertains to the NGVD 29 superseded value.
 AW4217
 AW4217.The geoid height was determined by GEOID03.
 AW4217
 AW4217;                    North         East    Units  Estimated Accuracy
 AW4217;SPC TXSC     - 4,171,860.      912,520.      MT  (+/- 180 meters Scaled)
 AW4217
 AW4217                          SUPERSEDED SURVEY CONTROL
 AW4217
 AW4217  NGVD 29 (??/??/92)   22.150  (m)           72.67   (f) ADJ UNCH    2 0
 AW4217
 AW4217.Superseded values are not recommended for survey control.
 AW4217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4217.See file dsdata.txt to determine how the superseded data were derived.
 AW4217
 AW4217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN299494(NAD 83)
 AW4217_MARKER: DB = BENCH MARK DISK
 AW4217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4217_SP_SET: CULVERT
 AW4217_STAMPING: H 811 1943
 AW4217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4217
 AW4217  HISTORY     - Date     Condition        Report By
 AW4217  HISTORY     - 1943     MONUMENTED       CGS
 AW4217  HISTORY     - 1987     GOOD             USPSQD
 AW4217  HISTORY     - 1987     GOOD             USPSQD
 AW4217  HISTORY     - 1989     GOOD             USPSQD
 AW4217  HISTORY     - 19980208 GOOD             USPSQD
 AW4217
 AW4217                          STATION DESCRIPTION
 AW4217
 AW4217'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4217'IN GUY.
 AW4217'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTHEAST END OF THE
 AW4217'SOUTHEAST HEADWALL OF A 4X16 FOOT FOUR WAY CONCRETE BOX CULVERT UNDER
 AW4217'THE GUY - THOMPSONS ROAD.  IT IS 0.15 MILE NORTHEAST OF THE SOUTHERN
 AW4217'PACIFIC RAILROAD CROSSING, 46.0 YARDS WEST OF THE WEST CORNER OF THE
 AW4217'GUY SCHOOL BUILDING, 14.5 FEET SOUTHEAST OF AND ABOUT 0.5 FOOT ABOVE
 AW4217'THE CENTERLINE OF THE ROAD.
 AW4217
 AW4217                          STATION RECOVERY (1987)
 AW4217
 AW4217'RECOVERY NOTE BY US POWER SQUADRON 1987 (GFW)
 AW4217'RECOVERED IN GOOD CONDITION.
 AW4217
 AW4217                          STATION RECOVERY (1987)
 AW4217
 AW4217'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW4217'RECOVERED IN GOOD CONDITION.
 AW4217
 AW4217                          STATION RECOVERY (1989)
 AW4217
 AW4217'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4217'RECOVERED IN GOOD CONDITION.
 AW4217
 AW4217                          STATION RECOVERY (1998)
 AW4217
 AW4217'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0085 ***********************************************************************
 AX0085  DESIGNATION -  H 812
 AX0085  PID         -  AX0085
 AX0085  STATE/COUNTY-  TX/WHARTON
 AX0085  USGS QUAD   -  EAST BERNARD (1980)
 AX0085
 AX0085                         *CURRENT SURVEY CONTROL
 AX0085  ___________________________________________________________________
 AX0085* NAD 83(1986)-  29 32 17.     (N)    096 00 34.     (W)     SCALED    
 AX0085* NAVD 88     -        35.04   (+/-2cm)     115.0    (feet)  VERTCON   
 AX0085  ___________________________________________________________________
 AX0085  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0085
 AX0085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0085
 AX0085.The horizontal coordinates were scaled from a topographic map and have
 AX0085.an estimated accuracy of +/- 6 seconds.
 AX0085
 AX0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0085.The vertical order pertains to the NGVD 29 superseded value.
 AX0085
 AX0085.The geoid height was determined by GEOID03.
 AX0085
 AX0085;                    North         East    Units  Estimated Accuracy
 AX0085;SPC TXSC     - 4,192,630.      889,810.      MT  (+/- 180 meters Scaled)
 AX0085
 AX0085                          SUPERSEDED SURVEY CONTROL
 AX0085
 AX0085  NGVD 29 (??/??/92)   35.040  (m)          114.96   (f) ADJ UNCH    2 0
 AX0085
 AX0085.Superseded values are not recommended for survey control.
 AX0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0085.See file dsdata.txt to determine how the superseded data were derived.
 AX0085
 AX0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT898713(NAD 83)
 AX0085_MARKER: DB = BENCH MARK DISK
 AX0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0085_STAMPING: H 812 1943
 AX0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0085+STABILITY: SURFACE MOTION
 AX0085
 AX0085  HISTORY     - Date     Condition        Report By
 AX0085  HISTORY     - 1943     MONUMENTED       CGS
 AX0085  HISTORY     - 1959     MARK NOT FOUND   USGS
 AX0085
 AX0085                          STATION DESCRIPTION
 AX0085
 AX0085'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AX0085'3.7 MI E FROM EAST BERNARD.
 AX0085'IN FORT BEND COUNTY, 3.7 MILES EAST ALONG U.S. HIGHWAY 90 A FROM THE
 AX0085'TEXAS AND NEW ORLEANS RAILROAD STATION AT EAST BERNARD, WHARTON
 AX0085'COUNTY, 0.3 MILE WEST OF RAILROAD MILEPOST 48, 67.8 FEET EAST OF THE
 AX0085'FIFTH POLE WEST OF A RAILROAD TAVENER-ONE-MILE SIGN, 51 FEET NORTH OF
 AX0085'THE CENTERLINE OF THE HIGHWAY, 49.4 FEET SOUTH OF THE CENTERLINE OF
 AX0085'THE TRACK, 2.7 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1
 AX0085'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H 812 1943 AND
 AX0085'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0413 ***********************************************************************
 AX0413  DESIGNATION -  H 813
 AX0413  PID         -  AX0413
 AX0413  STATE/COUNTY-  TX/WHARTON
 AX0413  USGS QUAD   -  HUNGERFORD (1980)
 AX0413
 AX0413                         *CURRENT SURVEY CONTROL
 AX0413  ___________________________________________________________________
 AX0413* NAD 83(1986)-  29 28 45.     (N)    096 04 34.     (W)     SCALED    
 AX0413* NAVD 88     -        33.64   (+/-2cm)     110.4    (feet)  VERTCON   
 AX0413  ___________________________________________________________________
 AX0413  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0413
 AX0413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0413
 AX0413.The horizontal coordinates were scaled from a topographic map and have
 AX0413.an estimated accuracy of +/- 6 seconds.
 AX0413
 AX0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0413.The vertical order pertains to the NGVD 29 superseded value.
 AX0413
 AX0413.The geoid height was determined by GEOID03.
 AX0413
 AX0413;                    North         East    Units  Estimated Accuracy
 AX0413;SPC TXSC     - 4,185,950.      883,510.      MT  (+/- 180 meters Scaled)
 AX0413
 AX0413                          SUPERSEDED SURVEY CONTROL
 AX0413
 AX0413  NGVD 29 (??/??/92)   33.639  (m)          110.36   (f) ADJ UNCH    2 0
 AX0413
 AX0413.Superseded values are not recommended for survey control.
 AX0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0413.See file dsdata.txt to determine how the superseded data were derived.
 AX0413
 AX0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT835646(NAD 83)
 AX0413_MARKER: DB = BENCH MARK DISK
 AX0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0413_SP_SET: CULVERT
 AX0413_STAMPING: H 813 1943
 AX0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0413
 AX0413  HISTORY     - Date     Condition        Report By
 AX0413  HISTORY     - 1943     MONUMENTED       CGS
 AX0413  HISTORY     - 1954     GOOD             CGS
 AX0413  HISTORY     - 20060415 MARK NOT FOUND   GEOCAC
 AX0413
 AX0413                          STATION DESCRIPTION
 AX0413
 AX0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0413'3.75 MI S FROM EAST BERNARD.
 AX0413'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90-A AND STATE HIGHWAY
 AX0413'NO.60 AT EAST BERNARD, PROCEED 3.75 MILES SOUTHERLY ALONG STATE
 AX0413'HIGHWAY NO.60 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH
 AX0413'MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST
 AX0413'HEADWALL OF AN 8X18 FOOT TWO WAY CONCRETE BOX CULVERT UNDER THE
 AX0413'HIGHWAY.  IT IS 15.5 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX0413'CENTERLINE OF THE HIGHWAY.
 AX0413
 AX0413                          STATION RECOVERY (1954)
 AX0413
 AX0413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 AX0413'3.8 MILES SOUTH ALONG STATE HIGHWAY 60 FROM THE INTERSECTION OF U.S.
 AX0413'HIGHWAY 90 A AT EAST BERNARD, WHARTON COUNTY, AT AN 8- BY 18-FOOT
 AX0413'TWO-WAY CONCRETE BOX CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE
 AX0413'SOUTH END OF THE WEST HEADWALL, 15.5 FEET WEST OF THE CENTERLINE OF
 AX0413'THE HIGHWAY, AND LEVEL
 AX0413
 AX0413                          STATION RECOVERY (2006)
 AX0413
 AX0413'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AX0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0404 ***********************************************************************
 AX0404  DESIGNATION -  H 814
 AX0404  PID         -  AX0404
 AX0404  STATE/COUNTY-  TX/WHARTON
 AX0404  USGS QUAD   -  EGYPT (1980)
 AX0404
 AX0404                         *CURRENT SURVEY CONTROL
 AX0404  ___________________________________________________________________
 AX0404* NAD 83(1986)-  29 23 49.     (N)    096 09 06.     (W)     SCALED    
 AX0404* NAVD 88     -        36.11   (+/-2cm)     118.5    (feet)  VERTCON   
 AX0404  ___________________________________________________________________
 AX0404  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0404
 AX0404  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0404
 AX0404.The horizontal coordinates were scaled from a topographic map and have
 AX0404.an estimated accuracy of +/- 6 seconds.
 AX0404
 AX0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0404.The vertical order pertains to the NGVD 29 superseded value.
 AX0404
 AX0404.The geoid height was determined by GEOID03.
 AX0404
 AX0404;                    North         East    Units  Estimated Accuracy
 AX0404;SPC TXSC     - 4,176,660.      876,410.      MT  (+/- 180 meters Scaled)
 AX0404
 AX0404                          SUPERSEDED SURVEY CONTROL
 AX0404
 AX0404  NGVD 29 (??/??/92)   36.111  (m)          118.47   (f) ADJ UNCH    2 0
 AX0404
 AX0404.Superseded values are not recommended for survey control.
 AX0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0404.See file dsdata.txt to determine how the superseded data were derived.
 AX0404
 AX0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT764553(NAD 83)
 AX0404_MARKER: DB = BENCH MARK DISK
 AX0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0404_STAMPING: H 814 1943
 AX0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0404+STABILITY: SURFACE MOTION
 AX0404
 AX0404  HISTORY     - Date     Condition        Report By
 AX0404  HISTORY     - 1943     MONUMENTED       CGS
 AX0404
 AX0404                          STATION DESCRIPTION
 AX0404
 AX0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0404'6.0 MI E FROM EGYPT.
 AX0404'TO REACH FROM THE POST OFFICE AT EGYPT, PROCEED 6.0 MILES EASTERLY
 AX0404'ALONG THE EGYPT - HUNGERFORD ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX0404'IS 0.1 MILE WEST OF A WINDMILL AND A LARGE HORRIZONTAL STEEL WATER
 AX0404'TANK.  IT IS 49.0 YARDS EAST OF A POWER TRANSMISSION POLE, 40.0 FEET
 AX0404'NORTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, 0.6 FOOT
 AX0404'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  MONUMENT IS 2.4 FEET EAST OF A
 AX0404'4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE
 AX0404'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0164 ***********************************************************************
 AX0164  DESIGNATION -  H 815
 AX0164  PID         -  AX0164
 AX0164  STATE/COUNTY-  TX/COLORADO
 AX0164  USGS QUAD   -  BERNARDO (1981)
 AX0164
 AX0164                         *CURRENT SURVEY CONTROL
 AX0164  ___________________________________________________________________
 AX0164* NAD 83(1986)-  29 45 44.     (N)    096 23 25.     (W)     SCALED    
 AX0164* NAVD 88     -        75.68   (+/-2cm)     248.3    (feet)  VERTCON   
 AX0164  ___________________________________________________________________
 AX0164  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0164
 AX0164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0164
 AX0164.The horizontal coordinates were scaled from a topographic map and have
 AX0164.an estimated accuracy of +/- 6 seconds.
 AX0164
 AX0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0164.The vertical order pertains to the NGVD 29 superseded value.
 AX0164
 AX0164.The geoid height was determined by GEOID03.
 AX0164
 AX0164;                    North         East    Units  Estimated Accuracy
 AX0164;SPC TXSC     - 4,216,590.      852,350.      MT  (+/- 180 meters Scaled)
 AX0164
 AX0164                          SUPERSEDED SURVEY CONTROL
 AX0164
 AX0164  NGVD 29 (??/??/92)   75.652  (m)          248.20   (f) ADJ UNCH    2 0
 AX0164
 AX0164.Superseded values are not recommended for survey control.
 AX0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0164.See file dsdata.txt to determine how the superseded data were derived.
 AX0164
 AX0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT523952(NAD 83)
 AX0164_MARKER: DB = BENCH MARK DISK
 AX0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0164_SP_SET: BRIDGE
 AX0164_STAMPING: H 815 1943
 AX0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0164
 AX0164  HISTORY     - Date     Condition        Report By
 AX0164  HISTORY     - 1943     MONUMENTED       CGS
 AX0164  HISTORY     - 1957     MARK NOT FOUND   USGS
 AX0164  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0164
 AX0164                          STATION DESCRIPTION
 AX0164
 AX0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0164'0.2 MI NE FROM BERNARDO.
 AX0164'TO REACH FROM THE FOUR CORNERS AT BERNARDO, PROCEED 0.2 MILES
 AX0164'NORTHEASTERLY ALONG A GRAVEL ROAD TO A WOODEN BRIDGE AND SITE OF BENCH
 AX0164'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END OF
 AX0164'THE EAST CONCRETE WINGWALL OF A 28.0 FOOT WOODEN BRIDGE OVER A CREEK.
 AX0164'IT IS 11.0 FEET SOUTHEAST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE
 AX0164'OF THE ROAD.  A STANDARD DISK, SET IN A DRILL HOLE. NOTE-- THE
 AX0164'ORIGINAL WOODEN BRIDGE HAS BEEN REPLACED BY A NEW CONCRETE STRUCTURE.
 AX0164
 AX0164                          STATION RECOVERY (1957)
 AX0164
 AX0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AX0164'MARK NOT FOUND.
 AX0164
 AX0164                          STATION RECOVERY (1991)
 AX0164
 AX0164'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0152 ***********************************************************************
 AX0152  DESIGNATION -  H 816
 AX0152  PID         -  AX0152
 AX0152  STATE/COUNTY-  TX/AUSTIN
 AX0152  USGS QUAD   -  REXVILLE (1981)
 AX0152
 AX0152                         *CURRENT SURVEY CONTROL
 AX0152  ___________________________________________________________________
 AX0152* NAD 83(1986)-  29 43 59.     (N)    096 12 30.     (W)     SCALED    
 AX0152* NAVD 88     -        57.04   (+/-2cm)     187.1    (feet)  VERTCON   
 AX0152  ___________________________________________________________________
 AX0152  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0152
 AX0152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0152
 AX0152.The horizontal coordinates were scaled from a topographic map and have
 AX0152.an estimated accuracy of +/- 6 seconds.
 AX0152
 AX0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0152.The vertical order pertains to the NGVD 29 superseded value.
 AX0152
 AX0152.The geoid height was determined by GEOID03.
 AX0152
 AX0152;                    North         East    Units  Estimated Accuracy
 AX0152;SPC TXSC     - 4,213,760.      870,020.      MT  (+/- 180 meters Scaled)
 AX0152
 AX0152                          SUPERSEDED SURVEY CONTROL
 AX0152
 AX0152  NGVD 29 (??/??/92)   57.016  (m)          187.06   (f) ADJ UNCH    2 0
 AX0152
 AX0152.Superseded values are not recommended for survey control.
 AX0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0152.See file dsdata.txt to determine how the superseded data were derived.
 AX0152
 AX0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT700924(NAD 83)
 AX0152_MARKER: DB = BENCH MARK DISK
 AX0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0152_STAMPING: H 816 1943
 AX0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0152+STABILITY: SURFACE MOTION
 AX0152
 AX0152  HISTORY     - Date     Condition        Report By
 AX0152  HISTORY     - 1943     MONUMENTED       CGS
 AX0152  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0152
 AX0152                          STATION DESCRIPTION
 AX0152
 AX0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0152'5 0 MI SW FROM SEALY.
 AX0152'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD FRIEGHT STATION
 AX0152'AT SEALY, PROCEED 5.0 MILES SOUTHWESTERLY ALONG THE TRACK TO MILE POST
 AX0152'NO. 5 AND SITE OF BENCH MARK.  BENCH MARK IS 48.3 FEET NORTHWEST OF
 AX0152'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE TRACK. IT IS 4.5 FEET
 AX0152'SOUTHWEST OF MILE POST NO. 5, 1.5 FOOT SOUTHEAST OF THE NORTHWEST
 AX0152'RIGHT-OF-WAY FENCE.  MONUMENT IS 2.9 FEET NORTHEAST OF A 4X4 INCH
 AX0152'WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND. A
 AX0152'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 AX0152
 AX0152                          STATION RECOVERY (1999)
 AX0152
 AX0152'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1186 ***********************************************************************
 AX1186  DESIGNATION -  H 817
 AX1186  PID         -  AX1186
 AX1186  STATE/COUNTY-  TX/COLORADO
 AX1186  USGS QUAD   -  COLUMBUS (1981)
 AX1186
 AX1186                         *CURRENT SURVEY CONTROL
 AX1186  ___________________________________________________________________
 AX1186* NAD 83(1986)-  29 43 27.     (N)    096 33 07.     (W)     SCALED    
 AX1186* NAVD 88     -        61.12   (+/-2cm)     200.5    (feet)  VERTCON   
 AX1186  ___________________________________________________________________
 AX1186  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX1186
 AX1186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1186
 AX1186.The horizontal coordinates were scaled from a topographic map and have
 AX1186.an estimated accuracy of +/- 6 seconds.
 AX1186
 AX1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1186.The vertical order pertains to the NGVD 29 superseded value.
 AX1186
 AX1186.The geoid height was determined by GEOID03.
 AX1186
 AX1186;                    North         East    Units  Estimated Accuracy
 AX1186;SPC TXSC     - 4,212,030.      836,810.      MT  (+/- 180 meters Scaled)
 AX1186
 AX1186                          SUPERSEDED SURVEY CONTROL
 AX1186
 AX1186  NGVD 29 (??/??/92)   61.099  (m)          200.46   (f) ADJ UNCH    2 0
 AX1186
 AX1186.Superseded values are not recommended for survey control.
 AX1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1186.See file dsdata.txt to determine how the superseded data were derived.
 AX1186
 AX1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT367907(NAD 83)
 AX1186_MARKER: DB = BENCH MARK DISK
 AX1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1186_STAMPING: H 817 1943
 AX1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1186+STABILITY: SURFACE MOTION
 AX1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1186+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1186
 AX1186  HISTORY     - Date     Condition        Report By
 AX1186  HISTORY     - 1943     MONUMENTED       CGS
 AX1186  HISTORY     - 1987     GOOD             USPSQD
 AX1186  HISTORY     - 20030806 GOOD             FSURVY
 AX1186  HISTORY     - 20041026 GOOD             USPSQD
 AX1186  HISTORY     - 20051106 GOOD             USPSQD
 AX1186
 AX1186                          STATION DESCRIPTION
 AX1186
 AX1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1186'1.4 MI N FROM COLUMBUS.
 AX1186'TO REACH FROM THE CROSSING OF U. S. HIGHWAY NO. 90 AND STATE HIGHWAY
 AX1186'NO. 71 AT COLUMBUS, PROCEED 1.0 MILE NORTHWESTERLY ALONG STATE HIGHWAY
 AX1186'NO. 70 TO THE INTERSECTION OF A PAVED ROAD LEADING NORTH TO FRELSBURG,
 AX1186'THENCE 0.4 MILE NORTHERLY ALONG A PAVED ROAD TO A LARGE TWO STORY
 AX1186'FRAME HOUSE AND SITE OF BENCH MARK.  BENCH MARK IS 55.0 YARDS EAST OF
 AX1186'AND ACROSS THE ROAD FROM A LARGE TWO STORY FRAME HOUSE. IT IS 42.5
 AX1186'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX1186'ROAD, 33.2 FEET NORTH OF R.E.A. CO-OP POLE NO. A-221, 0.6 FOOT WEST OF
 AX1186'THE EAST RIGHT-OF-WAY FENCE AND 3.6 FEET SOUTH OF A 4X4 INCH WHITE
 AX1186'WOODEN MARKER POST.  A STANDARD DISK, SET IN A CONCRETE POST. MONUMENT
 AX1186'PROJECTING 0.1 FOOT.
 AX1186
 AX1186                          STATION RECOVERY (1987)
 AX1186
 AX1186'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBB)
 AX1186'RECOVERED IN GOOD CONDITION.
 AX1186
 AX1186                          STATION RECOVERY (2003)
 AX1186
 AX1186'RECOVERY NOTE BY FRANK SURVEYING COMPANY 2003 (MWL)
 AX1186'WHITE WOODEN MARKER POST IS NO LONGER THERE
 AX1186
 AX1186                          STATION RECOVERY (2004)
 AX1186
 AX1186'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1186'THE MARK IS 20.9 FEET NORTH OF A R.E.A. POWER POLE NUMBER 7025.
 AX1186'THE MARK IS .5 FEET WEST OF A PRIVATE SURVEYORS METAL WITNESS POST.
 AX1186
 AX1186                          STATION RECOVERY (2005)
 AX1186
 AX1186'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1186'DESCRIPTION STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1071 ***********************************************************************
 AX1071  DESIGNATION -  H 818 RESET 1958
 AX1071  PID         -  AX1071
 AX1071  STATE/COUNTY-  TX/FAYETTE
 AX1071  USGS QUAD   -  ELLINGER (1981)
 AX1071
 AX1071                         *CURRENT SURVEY CONTROL
 AX1071  ___________________________________________________________________
 AX1071* NAD 83(1986)-  29 52 30.     (N)    096 39 47.     (W)     SCALED    
 AX1071* NAVD 88     -       110.72   (+/-2cm)     363.3    (feet)  VERTCON   
 AX1071  ___________________________________________________________________
 AX1071  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AX1071
 AX1071  VERT ORDER  -  THIRD (See Below)
 AX1071
 AX1071.The horizontal coordinates were scaled from a topographic map and have
 AX1071.an estimated accuracy of +/- 6 seconds.
 AX1071
 AX1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1071.The vertical order pertains to the NGVD 29 superseded value.
 AX1071
 AX1071.The geoid height was determined by GEOID03.
 AX1071
 AX1071;                    North         East    Units  Estimated Accuracy
 AX1071;SPC TXSC     - 4,228,530.      825,730.      MT  (+/- 180 meters Scaled)
 AX1071
 AX1071                          SUPERSEDED SURVEY CONTROL
 AX1071
 AX1071  NGVD 29 (??/??/??)  110.68   (m)          363.1    (f) RESET       3  
 AX1071
 AX1071.Superseded values are not recommended for survey control.
 AX1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1071.See file dsdata.txt to determine how the superseded data were derived.
 AX1071
 AX1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU257072(NAD 83)
 AX1071_MARKER: DB = BENCH MARK DISK
 AX1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1071_STAMPING: H 818 RESET 1958
 AX1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1071+STABILITY: SURFACE MOTION
 AX1071
 AX1071  HISTORY     - Date     Condition        Report By
 AX1071  HISTORY     - 1958     MONUMENTED       CGS
 AX1071  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1071
 AX1071                          STATION DESCRIPTION
 AX1071
 AX1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AX1071'3.7 MI NE FROM ELLINGER.
 AX1071'3.7 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE IN
 AX1071'ELLINGER, NEAR THE TOP OF A WOODED PASTURE DIVIDE, 10 FEET SOUTH OF
 AX1071'THE SOUTH RIGHT-OF-WAY FENCE LINE AND ABOUT 0.2 MILE SOUTHWEST OF A T
 AX1071'ROAD JUNCTION.  IT IS ABOUT 15 FEET EAST OF A LARGE CEDAR TREE.  A
 AX1071'STANDARD DISK, SET IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 AX1071
 AX1071                          STATION RECOVERY (1997)
 AX1071
 AX1071'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1090 ***********************************************************************
 AX1090  DESIGNATION -  H 819
 AX1090  PID         -  AX1090
 AX1090  STATE/COUNTY-  TX/FAYETTE
 AX1090  USGS QUAD   -  SCHULENBURG (1981)
 AX1090
 AX1090                         *CURRENT SURVEY CONTROL
 AX1090  ___________________________________________________________________
 AX1090* NAD 83(1986)-  29 40 57.     (N)    096 53 16.     (W)     SCALED    
 AX1090* NAVD 88     -        93.942  (meters)     308.21   (feet)  ADJUSTED  
 AX1090  ___________________________________________________________________
 AX1090  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX1090  DYNAMIC HT  -          93.810 (meters)     307.77  (feet)  COMP
 AX1090  MODELED GRAV-     979,243.9   (mgal)                       NAVD 88
 AX1090
 AX1090  VERT ORDER  -  FIRST     CLASS I
 AX1090
 AX1090.The horizontal coordinates were scaled from a topographic map and have
 AX1090.an estimated accuracy of +/- 6 seconds.
 AX1090
 AX1090.The orthometric height was determined by differential leveling
 AX1090.and adjusted by the National Geodetic Survey in June 1991..
 AX1090
 AX1090.The geoid height was determined by GEOID03.
 AX1090
 AX1090.The dynamic height is computed by dividing the NAVD 88
 AX1090.geopotential number by the normal gravity value computed on the
 AX1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1090.degrees latitude (g = 980.6199 gals.).
 AX1090
 AX1090.The modeled gravity was interpolated from observed gravity values.
 AX1090
 AX1090;                    North         East    Units  Estimated Accuracy
 AX1090;SPC TXSC     - 4,206,780.      804,410.      MT  (+/- 180 meters Scaled)
 AX1090
 AX1090                          SUPERSEDED SURVEY CONTROL
 AX1090
 AX1090  NGVD 29 (??/??/92)   93.909  (m)          308.10   (f) ADJ UNCH    1 1
 AX1090
 AX1090.Superseded values are not recommended for survey control.
 AX1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1090.See file dsdata.txt to determine how the superseded data were derived.
 AX1090
 AX1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT043854(NAD 83)
 AX1090_MARKER: DB = BENCH MARK DISK
 AX1090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1090_SP_SET: CULVERT
 AX1090_STAMPING: H 819 1943
 AX1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1090+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1090
 AX1090  HISTORY     - Date     Condition        Report By
 AX1090  HISTORY     - 1943     MONUMENTED       CGS
 AX1090  HISTORY     - 1943     GOOD             NGS
 AX1090  HISTORY     - 1987     GOOD             USPSQD
 AX1090  HISTORY     - 1987     GOOD             USPSQD
 AX1090  HISTORY     - 1990     GOOD             USPSQD
 AX1090  HISTORY     - 19970608 GOOD             USPSQD
 AX1090  HISTORY     - 20020812 GOOD             USPSQD
 AX1090  HISTORY     - 20040318 GOOD             USPSQD
 AX1090  HISTORY     - 20050318 GOOD             USPSQD
 AX1090
 AX1090                          STATION DESCRIPTION
 AX1090
 AX1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1090'0.9 MI E FROM SCHULENBURG.
 AX1090'ABOUT 0.9 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE INTERSECTION OF U.
 AX1090'S. HIGHWAY 77 AT SCHULENBURG, ON THE TOP OF THE NORTH CONCRETE
 AX1090'HEADWALL FOR A 5 CHANNEL CULVERT UNDER THE HIGHWAY, 22.4 FEET NORTH OF
 AX1090'THE CENTER LINE OF THE HIGHWAY, 54.8 FEET WEST OF THE EAST END OF THE
 AX1090'HEADWALL, 17.0 FEET EAST OF THE WEST END OF THE HEADWALL AND ABOUT 1/2
 AX1090'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AX1090
 AX1090                          STATION RECOVERY (1987)
 AX1090
 AX1090'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1090'RECOVERED IN GOOD CONDITION.
 AX1090
 AX1090                          STATION RECOVERY (1987)
 AX1090
 AX1090'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1090'RECOVERED IN GOOD CONDITION.
 AX1090
 AX1090                          STATION RECOVERY (1990)
 AX1090
 AX1090'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1090'RECOVERED IN GOOD CONDITION.
 AX1090
 AX1090                          STATION RECOVERY (1997)
 AX1090
 AX1090'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1090'RECOVERED IN GOOD CONDITION.
 AX1090
 AX1090                          STATION RECOVERY (2002)
 AX1090
 AX1090'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1090'RECOVERED IN GOOD CONDITION.
 AX1090
 AX1090                          STATION RECOVERY (2004)
 AX1090
 AX1090'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1090'RECOVERED IN GOOD CONDITION.
 AX1090
 AX1090                          STATION RECOVERY (2005)
 AX1090
 AX1090'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0918 ***********************************************************************
 AY0918  DESIGNATION -  H 82
 AY0918  PID         -  AY0918
 AY0918  STATE/COUNTY-  TX/KENDALL
 AY0918  USGS QUAD   -  WARING (1982)
 AY0918
 AY0918                         *CURRENT SURVEY CONTROL
 AY0918  ___________________________________________________________________
 AY0918* NAD 83(1986)-  29 53 09.     (N)    098 46 39.     (W)     SCALED    
 AY0918* NAVD 88     -       452.698  (meters)    1485.23   (feet)  POSTED    
 AY0918  ___________________________________________________________________
 AY0918  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AY0918  DYNAMIC HT  -         452.050 (meters)    1483.10  (feet)  COMP
 AY0918  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 AY0918
 AY0918  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0918
 AY0918.The horizontal coordinates were scaled from a topographic map and have
 AY0918.an estimated accuracy of +/- 6 seconds.
 AY0918
 AY0918.The orthometric height was determined by differential leveling
 AY0918.and adjusted by the National Geodetic Survey in 1992..
 AY0918.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0918.rate of 0.0 thru 1.0 mm/km.
 AY0918
 AY0918.The geoid height was determined by GEOID03.
 AY0918
 AY0918.The dynamic height is computed by dividing the NAVD 88
 AY0918.geopotential number by the normal gravity value computed on the
 AY0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0918.degrees latitude (g = 980.6199 gals.).
 AY0918
 AY0918.The modeled gravity was interpolated from observed gravity values.
 AY0918
 AY0918;                    North         East    Units  Estimated Accuracy
 AY0918;SPC TXSC     - 4,227,500.      621,490.      MT  (+/- 180 meters Scaled)
 AY0918
 AY0918                          SUPERSEDED SURVEY CONTROL
 AY0918
 AY0918  NGVD 29 (??/??/92)  452.619  (m)         1484.97   (f) ADJ UNCH    1 2
 AY0918
 AY0918.Superseded values are not recommended for survey control.
 AY0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0918.See file dsdata.txt to determine how the superseded data were derived.
 AY0918
 AY0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU214061(NAD 83)
 AY0918_MARKER: DB = BENCH MARK DISK
 AY0918_SETTING: 0 = UNSPECIFIED SETTING
 AY0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0918
 AY0918  HISTORY     - Date     Condition        Report By
 AY0918  HISTORY     - UNK      MONUMENTED       CGS
 AY0918  HISTORY     - 1931     GOOD             NGS
 AY0918  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0918
 AY0918                          STATION DESCRIPTION
 AY0918
 AY0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 AY0918'1.8 MI SE FROM WELFARE.
 AY0918'ON THE T. AND N.O. R.R., 6 1/2 POLE LENGTHS WEST OF MILE POLE NO 277,
 AY0918'7 1/2 RAIL LENGTHS WEST OF BRIDGE NO 227 A.  THE MARK IS 50 FEET EAST
 AY0918'OF THE RAILROAD, IN A FENCE CORNER, THE RAILROAD ENDING A FILL AND
 AY0918'GOING INTO A CUT AT THIS POINT.
 AY0918
 AY0918                          STATION RECOVERY (1982)
 AY0918
 AY0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0918'NOT SEARCHED FOR, INACCESSIBLE, LOCKED GATES, RAILROAD ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0041 ***********************************************************************
 GL0041  DESIGNATION -  H 82
 GL0041  PID         -  GL0041
 GL0041  STATE/COUNTY-  TX/SHERMAN
 GL0041  USGS QUAD   -  STRATFORD (1964)
 GL0041
 GL0041                         *CURRENT SURVEY CONTROL
 GL0041  ___________________________________________________________________
 GL0041* NAD 83(1986)-  36 20 03.     (N)    102 04 18.     (W)     SCALED    
 GL0041* NAVD 88     -      1126.021  (meters)    3694.29   (feet)  ADJUSTED  
 GL0041  ___________________________________________________________________
 GL0041  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 GL0041  DYNAMIC HT  -        1124.777 (meters)    3690.21  (feet)  COMP
 GL0041  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 GL0041
 GL0041  VERT ORDER  -  FIRST     CLASS II
 GL0041
 GL0041.The horizontal coordinates were scaled from a topographic map and have
 GL0041.an estimated accuracy of +/- 6 seconds.
 GL0041
 GL0041.The orthometric height was determined by differential leveling
 GL0041.and adjusted by the National Geodetic Survey in June 1991..
 GL0041
 GL0041.The geoid height was determined by GEOID03.
 GL0041
 GL0041.The dynamic height is computed by dividing the NAVD 88
 GL0041.geopotential number by the normal gravity value computed on the
 GL0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0041.degrees latitude (g = 980.6199 gals.).
 GL0041
 GL0041.The modeled gravity was interpolated from observed gravity values.
 GL0041
 GL0041;                    North         East    Units  Estimated Accuracy
 GL0041;SPC TX N     - 1,259,110.      148,670.      MT  (+/- 180 meters Scaled)
 GL0041
 GL0041                          SUPERSEDED SURVEY CONTROL
 GL0041
 GL0041  NGVD 29 (??/??/92) 1125.52   (m)         3692.6    (f) COMPUTED    1 2
 GL0041
 GL0041.Superseded values are not recommended for survey control.
 GL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0041.See file dsdata.txt to determine how the superseded data were derived.
 GL0041
 GL0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA628249(NAD 83)
 GL0041_MARKER: DD = SURVEY DISK
 GL0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL0041_SP_SET: FOUNDATION
 GL0041_STAMPING: H-82 1927
 GL0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL0041+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 GL0041
 GL0041  HISTORY     - Date     Condition        Report By
 GL0041  HISTORY     - 1927     MONUMENTED       USGS
 GL0041  HISTORY     - 1933     GOOD             NGS
 GL0041  HISTORY     - 1952     GOOD             NGS
 GL0041  HISTORY     - 20020724 GOOD             NGS
 GL0041
 GL0041                          STATION DESCRIPTION
 GL0041
 GL0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GL0041'IN STRATFORD.
 GL0041'ALONG THE ROCK ISLAND RAILROAD.  100 FEET WEST OF THE RAILROAD
 GL0041'STATION, IN NORTH EAST CORNER OF THE NORTH CONCRETE BLOCK FOUNDATION
 GL0041'OF CITY WATER TANK.
 GL0041
 GL0041                          STATION RECOVERY (1952)
 GL0041
 GL0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0041'RECOVERED IN GOOD CONDITION.
 GL0041
 GL0041                          STATION RECOVERY (2002)
 GL0041
 GL0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 GL0041'RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.  WOODEN RAILROAD STATION
 GL0041'IS NOW A MUSEUM.  SITE IS NEAR EAST CORNER OF NORTH FIRST ST AND
 GL0041'CHESNUT ST. AND IS ONE BLOCK NW OF US 54 AND 2 BLOCKS NE OF US 287.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0514 ***********************************************************************
 AM0514  DESIGNATION -  H 82 TX
 AM0514  PID         -  AM0514
 AM0514  STATE/COUNTY-  TX/MATAGORDA
 AM0514  USGS QUAD   -  MATAGORDA SW (1952)
 AM0514
 AM0514                         *CURRENT SURVEY CONTROL
 AM0514  ___________________________________________________________________
 AM0514* NAD 83(1993)-  28 35 54.61432(N)    095 58 43.48939(W)     ADJUSTED  
 AM0514* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 AM0514  ___________________________________________________________________
 AM0514  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AM0514  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AM0514
 AM0514  HORZ ORDER  -  THIRD
 AM0514
 AM0514.The horizontal coordinates were established by classical geodetic methods
 AM0514.and adjusted by the National Geodetic Survey in February 1996..
 AM0514
 AM0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0514
 AM0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0514
 AM0514.The geoid height was determined by GEOID03.
 AM0514
 AM0514;                    North         East     Units Scale Factor Converg.
 AM0514;SPC TXSC     - 4,088,620.229   895,468.912   MT  0.99994520   +1 28 48.5
 AM0514;SPC TXSC     -13,414,081.53  2,937,884.26   sFT  0.99994520   +1 28 48.5
 AM0514;UTM  15      - 3,167,131.486   208,684.602   MT  1.00064747   -1 25 36.6
 AM0514;UTM  14      - 3,167,235.822   795,474.475   MT  1.00067760   +1 26 50.0
 AM0514
 AM0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0514!SPC TXSC     -   1.00000364  x   0.99994520  =   0.99994884
 AM0514!UTM  15      -   1.00000364  x   1.00064747  =   1.00065111
 AM0514!UTM  14      -   1.00000364  x   1.00067760  =   1.00068124
 AM0514
 AM0514                          SUPERSEDED SURVEY CONTROL
 AM0514
 AM0514  NAD 83(1986)-  28 35 54.62216(N)    095 58 43.47035(W) AD(       ) 3
 AM0514  NAD 27      -  28 35 53.64499(N)    095 58 42.59332(W) AD(       ) 3
 AM0514  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 AM0514
 AM0514.Superseded values are not recommended for survey control.
 AM0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0514.See file dsdata.txt to determine how the superseded data were derived.
 AM0514
 AM0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM0868567131(NAD 83)
 AM0514_MARKER: DD = SURVEY DISK
 AM0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0514_SP_SET: METAL PIPE IMBEDDED IN GROUND
 AM0514_STAMPING: H 82 TX
 AM0514_MARK LOGO: CGS   
 AM0514_PROJECTION: FLUSH
 AM0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0514+STABILITY: SURFACE MOTION
 AM0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0514+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1991
 AM0514
 AM0514  HISTORY     - Date     Condition        Report By
 AM0514  HISTORY     - 1979     MONUMENTED       NOS
 AM0514  HISTORY     - 1982     GOOD             NOS
 AM0514  HISTORY     - 19910418 GOOD             NOS
 AM0514
 AM0514                          STATION DESCRIPTION
 AM0514
 AM0514'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0514'THE STATION IS LOCATED 6.6 MILES SOUTH OF MATAGORDA.
 AM0514'
 AM0514'TO REACH FROM THE POST OFFICE AT THE JUNCTION OF STATE HWY 60
 AM0514'AND FARM ROAD 2031, GO SOUTH ON FARM ROAD 2031 FOR 6.6 MILES
 AM0514'TO A ROADSIDE PARK ON LEFT AND STATION ON RIGHT.
 AM0514'
 AM0514'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 82 TX 1979---,
 AM0514'SECURED TO THE TOP OF A 40 INCH ALUMINUM ROD EMBEDDED IN CONCRETE
 AM0514'AND PROJECTING 4 INCHES. IT IS 269 FEET WEST OF THE CENTER OF
 AM0514'FARM ROAD 2031, 186 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 AM0514'A HOUSE, 150 FEET NORTHWEST OF A WOODEN POLE WITH CONCRETE
 AM0514'SUPPORT AND 99 FEET NORTH OF A BARBED WIRE FENCE.
 AM0514
 AM0514                          STATION RECOVERY (1982)
 AM0514
 AM0514'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0514'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AM0514
 AM0514                          STATION RECOVERY (1991)
 AM0514
 AM0514'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AM0514'THE STATION IS LOCATED 6.8 MI (10.94 KM) SOUTH OF THE TOWN OF
 AM0514'MATAGORDA. TO REACH FROM THE POST OFFICE AT THE JUNCTION OF STATE
 AM0514'HIGHWAY 60 AND FARM ROAD 2031, HEAD SOUTH ON FARM ROAD 2031 FOR 6.8 MI
 AM0514'(10.94 KM) TO A ROADSIDE PARK ON THE LEFT AND THE STATION ON THE
 AM0514'RIGHT. THE STATION IS AN ALUMINUM NOS DISK STAMPED H 82 TX 1979
 AM0514'SECURED TO THE TOP OF A 40 INCH ROD EMBEDDED IN CONCRETE AND
 AM0514'PROJECTING 4 IN ABOVE THE GROUND. IT IS 0.19 M (0.62 FT) SW OF A
 AM0514'WITNESS POST 81.8 M (268.37 FT) W OF THE CENTER OF FARM ROAD 2031 56.7
 AM0514'M (186.02 FT) SW OF THE SW CORNER OF A HOUSE, 45.4 M (148.95 FT) NW OF
 AM0514'A WOODEN POLE WITH CONCRETE SUPPORT AND 35.5 M (116.47 FT) N OF THE
 AM0514'CENTER OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1443 ***********************************************************************
 AN1443  DESIGNATION -  H 820
 AN1443  PID         -  AN1443
 AN1443  STATE/COUNTY-  TX/BEE
 AN1443  USGS QUAD   -  SKIDMORE NE (1979)
 AN1443
 AN1443                         *CURRENT SURVEY CONTROL
 AN1443  ___________________________________________________________________
 AN1443* NAD 83(1986)-  28 23 23.     (N)    097 30 02.     (W)     SCALED    
 AN1443* NAVD 88     -        33.52   (+/-2cm)     110.0    (feet)  VERTCON   
 AN1443  ___________________________________________________________________
 AN1443  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1443
 AN1443  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1443
 AN1443.The horizontal coordinates were scaled from a topographic map and have
 AN1443.an estimated accuracy of +/- 6 seconds.
 AN1443
 AN1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1443.The vertical order pertains to the NGVD 29 superseded value.
 AN1443
 AN1443.The geoid height was determined by GEOID03.
 AN1443
 AN1443;                    North         East    Units  Estimated Accuracy
 AN1443;SPC TXSC     - 4,062,610.      746,950.      MT  (+/- 180 meters Scaled)
 AN1443
 AN1443                          SUPERSEDED SURVEY CONTROL
 AN1443
 AN1443  NGVD 29 (??/??/92)   33.590  (m)          110.20   (f) ADJ UNCH    2 0
 AN1443
 AN1443.Superseded values are not recommended for survey control.
 AN1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1443.See file dsdata.txt to determine how the superseded data were derived.
 AN1443
 AN1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS469412(NAD 83)
 AN1443_MARKER: DB = BENCH MARK DISK
 AN1443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1443_SP_SET: CULVERT
 AN1443_STAMPING: H 820 1943
 AN1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1443
 AN1443  HISTORY     - Date     Condition        Report By
 AN1443  HISTORY     - 1943     MONUMENTED       CGS
 AN1443  HISTORY     - 19960727 GOOD             USPSQD
 AN1443
 AN1443                          STATION DESCRIPTION
 AN1443
 AN1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1443'5.8 MI SW FROM BLANCONIA.
 AN1443'0.6 MILE SOUTH ALONG A COUNTY ROAD FROM THE CATHOLIC CHURCH AT
 AN1443'BLANCONIA, BEE COUNTY, THENCE 5.2 MILES WEST ALONG STATE HIGHWAY 202.
 AN1443'AT A 3- BY 4-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, IN THE WEST END
 AN1443'OF THE NORTH HEADWALL, 17 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AN1443'AND 0.5 FOOT ABOVE THE HIGHWAY.  A STANDARD DISK, STAMPED H 820 1943.
 AN1443
 AN1443                          STATION RECOVERY (1996)
 AN1443
 AN1443'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2224 ***********************************************************************
 AX2224  DESIGNATION -  H 821
 AX2224  PID         -  AX2224
 AX2224  STATE/COUNTY-  TX/CALDWELL
 AX2224  USGS QUAD   -  LULING (1994)
 AX2224
 AX2224                         *CURRENT SURVEY CONTROL
 AX2224  ___________________________________________________________________
 AX2224* NAD 83(1986)-  29 43 13.     (N)    097 39 55.     (W)     SCALED    
 AX2224* NAVD 88     -       146.12   (+/-2cm)     479.4    (feet)  VERTCON   
 AX2224  ___________________________________________________________________
 AX2224  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2224
 AX2224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2224
 AX2224.The horizontal coordinates were scaled from a topographic map and have
 AX2224.an estimated accuracy of +/- 6 seconds.
 AX2224
 AX2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2224.The vertical order pertains to the NGVD 29 superseded value.
 AX2224
 AX2224.The geoid height was determined by GEOID03.
 AX2224
 AX2224;                    North         East    Units  Estimated Accuracy
 AX2224;SPC TXSC     - 4,209,860.      729,120.      MT  (+/- 180 meters Scaled)
 AX2224
 AX2224                          SUPERSEDED SURVEY CONTROL
 AX2224
 AX2224  NGVD 29 (??/??/92)  146.054  (m)          479.18   (f) ADJ UNCH    2 0
 AX2224
 AX2224.Superseded values are not recommended for survey control.
 AX2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2224.See file dsdata.txt to determine how the superseded data were derived.
 AX2224
 AX2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT290885(NAD 83)
 AX2224_MARKER: DB = BENCH MARK DISK
 AX2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2224_STAMPING: H 821 1943
 AX2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2224+STABILITY: SURFACE MOTION
 AX2224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2224+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AX2224
 AX2224  HISTORY     - Date     Condition        Report By
 AX2224  HISTORY     - 1943     MONUMENTED       CGS
 AX2224  HISTORY     - 1959     GOOD             DOD
 AX2224  HISTORY     - 1988     GOOD             USPSQD
 AX2224  HISTORY     - 1990     GOOD             USPSQD
 AX2224  HISTORY     - 19930808 GOOD             USPSQD
 AX2224  HISTORY     - 19990925 GOOD             USPSQD
 AX2224  HISTORY     - 20050222 GOOD             USPSQD
 AX2224
 AX2224                          STATION DESCRIPTION
 AX2224
 AX2224'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2224'2.8 MI N FROM LULING.
 AX2224'2.8 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE INTERSECTION OF STATE
 AX2224'HIGHWAY 80 AT LULING, CALDWELL COUNTY, AT THE TOP OF A SMALL GRADE, 50
 AX2224'FEET EAST OF THE NORTHEAST CORNER OF A SMALL HOUSE, 40 FEET WEST OF
 AX2224'THE CENTERLINE OF THE HIGHWAY, 27 FEET NORTH OF A SMALL GATE IN THE
 AX2224'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A RIGHT-OF-WAY MARKER, 3 FEET
 AX2224'SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 AX2224'NOTE-- THE MARK IS 63 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF
 AX2224'THE HOUSE, 73 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY
 AX2224'TO THE WEST, 92 FEET WEST-SOUTHWEST OF THE SOUTH EDGE OF A LONE TREE
 AX2224'EAST OF THE HIGHWAY, AND 9 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 AX2224'THE FARM ROAD TO THE WEST.
 AX2224
 AX2224                          STATION RECOVERY (1988)
 AX2224
 AX2224'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2224'RECOVERED IN GOOD CONDITION.
 AX2224
 AX2224                          STATION RECOVERY (1990)
 AX2224
 AX2224'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2224'RECOVERED IN GOOD CONDITION.
 AX2224
 AX2224                          STATION RECOVERY (1993)
 AX2224
 AX2224'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2224'RECOVERED IN GOOD CONDITION.
 AX2224
 AX2224                          STATION RECOVERY (1999)
 AX2224
 AX2224'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2224'RECOVERED IN GOOD CONDITION.
 AX2224
 AX2224                          STATION RECOVERY (2005)
 AX2224
 AX2224'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1381 ***********************************************************************
 AX1381  DESIGNATION -  H 822
 AX1381  PID         -  AX1381
 AX1381  STATE/COUNTY-  TX/GONZALES
 AX1381  USGS QUAD   -  DILWORTH (1981)
 AX1381
 AX1381                         *CURRENT SURVEY CONTROL
 AX1381  ___________________________________________________________________
 AX1381* NAD 83(1986)-  29 36 36.     (N)    097 19 49.     (W)     SCALED    
 AX1381* NAVD 88     -        92.07   (+/-2cm)     302.1    (feet)  VERTCON   
 AX1381  ___________________________________________________________________
 AX1381  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AX1381
 AX1381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1381
 AX1381.The horizontal coordinates were scaled from a topographic map and have
 AX1381.an estimated accuracy of +/- 6 seconds.
 AX1381
 AX1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1381.The vertical order pertains to the NGVD 29 superseded value.
 AX1381
 AX1381.The geoid height was determined by GEOID03.
 AX1381
 AX1381;                    North         East    Units  Estimated Accuracy
 AX1381;SPC TXSC     - 4,198,060.      761,710.      MT  (+/- 180 meters Scaled)
 AX1381
 AX1381                          SUPERSEDED SURVEY CONTROL
 AX1381
 AX1381  NGVD 29 (??/??/92)   92.030  (m)          301.94   (f) ADJ UNCH    2 0
 AX1381
 AX1381.Superseded values are not recommended for survey control.
 AX1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1381.See file dsdata.txt to determine how the superseded data were derived.
 AX1381
 AX1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT616767(NAD 83)
 AX1381_MARKER: DB = BENCH MARK DISK
 AX1381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1381_SP_SET: BRIDGE ABUTMENT
 AX1381_STAMPING: H 822 1943
 AX1381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1381
 AX1381  HISTORY     - Date     Condition        Report By
 AX1381  HISTORY     - 1943     MONUMENTED       CGS
 AX1381  HISTORY     - 1988     GOOD             USPSQD
 AX1381
 AX1381                          STATION DESCRIPTION
 AX1381
 AX1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1381'11.3 MI NE FROM GONZALES.
 AX1381'11.3 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE COURTHOUSE AT
 AX1381'GONZALES, GONZALES COUNTY, 6.3 MILES SOUTH OF THE SOUTHERN PACIFIC CO.
 AX1381'RAILROAD STATION AT WAELDER, AT A SMALL CONCRETE BRIDGE, IN THE TOP OF
 AX1381'THE SOUTHEAST END OF THE NORTHEAST ABUTMENT, 15 FEET SOUTHEAST OF THE
 AX1381'CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE GUARDRAIL, AND
 AX1381'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 822 1943.
 AX1381
 AX1381                          STATION RECOVERY (1988)
 AX1381
 AX1381'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9988 ***********************************************************************
 DE9988  DESIGNATION -  H 822 RESET
 DE9988  PID         -  DE9988
 DE9988  STATE/COUNTY-  TX/GONZALES
 DE9988  USGS QUAD   -  DILWORTH (1981)
 DE9988
 DE9988                         *CURRENT SURVEY CONTROL
 DE9988  ___________________________________________________________________
 DE9988* NAD 83(1986)-  29 36 36.     (N)    097 19 49.     (W)     SCALED    
 DE9988* NAVD 88     -        92.05   (+/-2cm)     302.0    (feet)  VERTCON   
 DE9988  ___________________________________________________________________
 DE9988  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DE9988
 DE9988  VERT ORDER  -  THIRD (See Below)
 DE9988
 DE9988.The horizontal coordinates were scaled from a topographic map and have
 DE9988.an estimated accuracy of +/- 6 seconds.
 DE9988
 DE9988.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE9988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE9988.The vertical order pertains to the NGVD 29 superseded value.
 DE9988
 DE9988.The geoid height was determined by GEOID03.
 DE9988
 DE9988;                    North         East    Units  Estimated Accuracy
 DE9988;SPC TXSC     - 4,198,060.      761,710.      MT  (+/- 180 meters Scaled)
 DE9988
 DE9988                          SUPERSEDED SURVEY CONTROL
 DE9988
 DE9988  NGVD 29 (01/29/03)   92.02   (m)          301.9    (f) RESET       3  
 DE9988
 DE9988.Superseded values are not recommended for survey control.
 DE9988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9988.See file dsdata.txt to determine how the superseded data were derived.
 DE9988
 DE9988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT616767(NAD 83)
 DE9988_MARKER: DV = VERTICAL CONTROL DISK
 DE9988_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE9988_SP_SET: CULVERT HEADWALL
 DE9988_STAMPING: H 822 RESET 2001
 DE9988_MARK LOGO: NGS   
 DE9988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9988+STABILITY: SURFACE MOTION
 DE9988
 DE9988  HISTORY     - Date     Condition        Report By
 DE9988  HISTORY     - 2002     MONUMENTED       TXDOT
 DE9988
 DE9988                          STATION DESCRIPTION
 DE9988
 DE9988'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 2002
 DE9988'7.1 MILES (11.4 KM) NORTHEAST ALONG STATE HIGHWAY 97 FROM INTERSECTION
 DE9988'OF STATE HIGHWAY 97 AND STATE HIGHWAY 304, GONZALES COUNTY AT A LARGE
 DE9988'CONCRETE CULVERT IN THE SOUTHEAST END OF THE EAST HEADWALL, 25 FEET
 DE9988'(7.6 M) EAST OF CENTERLINE OF HIGHWAY.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2310 ***********************************************************************
 AX2310  DESIGNATION -  H 823
 AX2310  PID         -  AX2310
 AX2310  STATE/COUNTY-  TX/GONZALES
 AX2310  USGS QUAD   -  HARWOOD (1981)
 AX2310
 AX2310                         *CURRENT SURVEY CONTROL
 AX2310  ___________________________________________________________________
 AX2310* NAD 83(1986)-  29 39 18.     (N)    097 32 24.     (W)     SCALED    
 AX2310* NAVD 88     -       123.81   (+/-2cm)     406.2    (feet)  VERTCON   
 AX2310  ___________________________________________________________________
 AX2310  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2310
 AX2310  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2310
 AX2310.The horizontal coordinates were scaled from a topographic map and have
 AX2310.an estimated accuracy of +/- 6 seconds.
 AX2310
 AX2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2310.The vertical order pertains to the NGVD 29 superseded value.
 AX2310
 AX2310.The geoid height was determined by GEOID03.
 AX2310
 AX2310;                    North         East    Units  Estimated Accuracy
 AX2310;SPC TXSC     - 4,202,770.      741,330.      MT  (+/- 180 meters Scaled)
 AX2310
 AX2310                          SUPERSEDED SURVEY CONTROL
 AX2310
 AX2310  NGVD 29 (??/??/92)  123.761  (m)          406.04   (f) ADJ UNCH    2 0
 AX2310
 AX2310.Superseded values are not recommended for survey control.
 AX2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2310.See file dsdata.txt to determine how the superseded data were derived.
 AX2310
 AX2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT413814(NAD 83)
 AX2310_MARKER: DB = BENCH MARK DISK
 AX2310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2310_SP_SET: CULVERT
 AX2310_STAMPING: H 823 1952
 AX2310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2310+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX2310
 AX2310  HISTORY     - Date     Condition        Report By
 AX2310  HISTORY     - 1952     MONUMENTED       CGS
 AX2310  HISTORY     - 1971     GOOD             NGS
 AX2310  HISTORY     - 1987     GOOD             USPSQD
 AX2310  HISTORY     - 20050318 GOOD             USPSQD
 AX2310
 AX2310                          STATION DESCRIPTION
 AX2310
 AX2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AX2310'2.5 MI W FROM HARWOOD.
 AX2310'2.5 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT HARWOOD,
 AX2310'GONZALES COUNTY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE WEST
 AX2310'END OF THE NORTH HEADWALL, 18 FEET NORTH OF THE CENTERLINE OF THE
 AX2310'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 AX2310'STAMPED H 823 1952.
 AX2310
 AX2310                          STATION RECOVERY (1971)
 AX2310
 AX2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX2310'RECOVERED IN GOOD CONDITION.
 AX2310
 AX2310                          STATION RECOVERY (1987)
 AX2310
 AX2310'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2310'RECOVERED IN GOOD CONDITION.
 AX2310
 AX2310                          STATION RECOVERY (2005)
 AX2310
 AX2310'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1346 ***********************************************************************
 AX1346  DESIGNATION -  H 824
 AX1346  PID         -  AX1346
 AX1346  STATE/COUNTY-  TX/GONZALES
 AX1346  USGS QUAD   -  SANDY FORK (1981)
 AX1346
 AX1346                         *CURRENT SURVEY CONTROL
 AX1346  ___________________________________________________________________
 AX1346* NAD 83(1986)-  29 41 32.     (N)    097 23 28.     (W)     SCALED    
 AX1346* NAVD 88     -       109.19   (+/-2cm)     358.2    (feet)  VERTCON   
 AX1346  ___________________________________________________________________
 AX1346  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AX1346
 AX1346  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1346
 AX1346.The horizontal coordinates were scaled from a topographic map and have
 AX1346.an estimated accuracy of +/- 6 seconds.
 AX1346
 AX1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1346.The vertical order pertains to the NGVD 29 superseded value.
 AX1346
 AX1346.The geoid height was determined by GEOID03.
 AX1346
 AX1346;                    North         East    Units  Estimated Accuracy
 AX1346;SPC TXSC     - 4,207,090.      755,690.      MT  (+/- 180 meters Scaled)
 AX1346
 AX1346                          SUPERSEDED SURVEY CONTROL
 AX1346
 AX1346  NGVD 29 (??/??/92)  109.148  (m)          358.10   (f) ADJ UNCH    2 0
 AX1346
 AX1346.Superseded values are not recommended for survey control.
 AX1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1346.See file dsdata.txt to determine how the superseded data were derived.
 AX1346
 AX1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT556857(NAD 83)
 AX1346_MARKER: DB = BENCH MARK DISK
 AX1346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1346_SP_SET: BRIDGE ABUTMENT
 AX1346_STAMPING: H 824 1943
 AX1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1346+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1346
 AX1346  HISTORY     - Date     Condition        Report By
 AX1346  HISTORY     - 1943     MONUMENTED       CGS
 AX1346  HISTORY     - 1971     GOOD             NGS
 AX1346  HISTORY     - 1987     GOOD             USPSQD
 AX1346  HISTORY     - 1987     GOOD             USPSQD
 AX1346  HISTORY     - 1988     GOOD             USPSQD
 AX1346  HISTORY     - 1988     GOOD             USPSQD
 AX1346  HISTORY     - 1989     GOOD             USPSQD
 AX1346  HISTORY     - 20030517 GOOD             USPSQD
 AX1346  HISTORY     - 20050318 GOOD             USPSQD
 AX1346
 AX1346                          STATION DESCRIPTION
 AX1346
 AX1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1346'5.6 MI W FROM WAELDER.
 AX1346'5.6 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE CITY WATER TANK AT
 AX1346'WAELDER, GONZALES COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE
 AX1346'SOUTH END OF THE EAST ABUTMENT, 21 FEET SOUTH OF THE CENTERLINE OF THE
 AX1346'HIGHWAY, 5.5 FEET SOUTH OF THE SOUTH GUARDRAIL AND ABOUT 2 FEET LOWER
 AX1346'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H 824 1943.
 AX1346
 AX1346                          STATION RECOVERY (1971)
 AX1346
 AX1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1346'RECOVERED IN GOOD CONDITION.
 AX1346
 AX1346                          STATION RECOVERY (1987)
 AX1346
 AX1346'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1346'RECOVERED IN GOOD CONDITION.
 AX1346
 AX1346                          STATION RECOVERY (1987)
 AX1346
 AX1346'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1346'RECOVERED IN GOOD CONDITION.
 AX1346
 AX1346                          STATION RECOVERY (1988)
 AX1346
 AX1346'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AX1346'RECOVERED IN GOOD CONDITION.
 AX1346
 AX1346                          STATION RECOVERY (1988)
 AX1346
 AX1346'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1346'RECOVERED IN GOOD CONDITION.
 AX1346
 AX1346                          STATION RECOVERY (1989)
 AX1346
 AX1346'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1346'RECOVERED IN GOOD CONDITION.
 AX1346
 AX1346                          STATION RECOVERY (2003)
 AX1346
 AX1346'RECOVERY NOTE BY US POWER SQUADRON 2003 (EL)
 AX1346'RECOVERED IN GOOD CONDITION.
 AX1346
 AX1346                          STATION RECOVERY (2005)
 AX1346
 AX1346'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1827 ***********************************************************************
 AX1827  DESIGNATION -  H 826
 AX1827  PID         -  AX1827
 AX1827  STATE/COUNTY-  TX/GONZALES
 AX1827  USGS QUAD   -  HAMON (1987)
 AX1827
 AX1827                         *CURRENT SURVEY CONTROL
 AX1827  ___________________________________________________________________
 AX1827* NAD 83(1986)-  29 22 46.     (N)    097 19 04.     (W)     SCALED    
 AX1827* NAVD 88     -        67.96   (+/-2cm)     223.0    (feet)  VERTCON   
 AX1827  ___________________________________________________________________
 AX1827  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AX1827
 AX1827  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1827
 AX1827.The horizontal coordinates were scaled from a topographic map and have
 AX1827.an estimated accuracy of +/- 6 seconds.
 AX1827
 AX1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1827.The vertical order pertains to the NGVD 29 superseded value.
 AX1827
 AX1827.The geoid height was determined by GEOID03.
 AX1827
 AX1827;                    North         East    Units  Estimated Accuracy
 AX1827;SPC TXSC     - 4,172,520.      763,280.      MT  (+/- 180 meters Scaled)
 AX1827
 AX1827                          SUPERSEDED SURVEY CONTROL
 AX1827
 AX1827  NGVD 29 (??/??/92)   67.940  (m)          222.90   (f) ADJ UNCH    2 0
 AX1827
 AX1827.Superseded values are not recommended for survey control.
 AX1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1827.See file dsdata.txt to determine how the superseded data were derived.
 AX1827
 AX1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT632512(NAD 83)
 AX1827_MARKER: DB = BENCH MARK DISK
 AX1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1827_STAMPING: H 826 1943
 AX1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1827+STABILITY: SURFACE MOTION
 AX1827
 AX1827  HISTORY     - Date     Condition        Report By
 AX1827  HISTORY     - 1943     MONUMENTED       CGS
 AX1827  HISTORY     - 1959     GOOD             USGS
 AX1827
 AX1827                          STATION DESCRIPTION
 AX1827
 AX1827'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AX1827'10 MI SW FROM SHINER.
 AX1827'IN GONZALES COUNTY, 5.9 MILES WEST ALONG U. S. HIGHWAY 90 A FROM THE
 AX1827'CITY HALL AT SHINER, LAVACA COUNTY, THENCE 6.2 MILES SOUTH ALONG
 AX1827'FARM-TO-MARKET ROAD 443, THENCE 5.0 MILES WEST AND SOUTH ALONG A
 AX1827'COUNTY ROAD TO THE END OF THE USABLE PORTION OF THAT ROAD, AND THENCE
 AX1827'ABOUT 1200 FEET SOUTH ALONG AN ABANDONED ROAD.  18 FEET SOUTHEAST OF
 AX1827'THE CENTERLINE OF THE ABANDONED ROAD, 4 FEET SOUTHEAST OF THE
 AX1827'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE OLD ROAD.  THE CONCRETE POST
 AX1827'PROJECTS 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1580 ***********************************************************************
 AX1580  DESIGNATION -  H 827
 AX1580  PID         -  AX1580
 AX1580  STATE/COUNTY-  TX/GONZALES
 AX1580  USGS QUAD   -  DILWORTH (1981)
 AX1580
 AX1580                         *CURRENT SURVEY CONTROL
 AX1580  ___________________________________________________________________
 AX1580* NAD 83(1986)-  29 32 32.     (N)    097 17 17.     (W)     SCALED    
 AX1580* NAVD 88     -        91.81   (+/-2cm)     301.2    (feet)  VERTCON   
 AX1580  ___________________________________________________________________
 AX1580  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AX1580
 AX1580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1580
 AX1580.The horizontal coordinates were scaled from a topographic map and have
 AX1580.an estimated accuracy of +/- 6 seconds.
 AX1580
 AX1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1580.The vertical order pertains to the NGVD 29 superseded value.
 AX1580
 AX1580.The geoid height was determined by GEOID03.
 AX1580
 AX1580;                    North         East    Units  Estimated Accuracy
 AX1580;SPC TXSC     - 4,190,610.      765,900.      MT  (+/- 180 meters Scaled)
 AX1580
 AX1580                          SUPERSEDED SURVEY CONTROL
 AX1580
 AX1580  NGVD 29 (??/??/92)   91.776  (m)          301.10   (f) ADJ UNCH    2 0
 AX1580
 AX1580.Superseded values are not recommended for survey control.
 AX1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1580.See file dsdata.txt to determine how the superseded data were derived.
 AX1580
 AX1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT658692(NAD 83)
 AX1580_MARKER: DB = BENCH MARK DISK
 AX1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1580_STAMPING: H 827 1943
 AX1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1580+STABILITY: SURFACE MOTION
 AX1580
 AX1580  HISTORY     - Date     Condition        Report By
 AX1580  HISTORY     - 1943     MONUMENTED       CGS
 AX1580
 AX1580                          STATION DESCRIPTION
 AX1580
 AX1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1580'3 MI N FROM DILWORTH.
 AX1580'0.2 MILES WEST ALONG A GRADED ROAD FROM THE GRADE SCHOOL AT DILWORTH,
 AX1580'GONZALES COUNTY, THENCE 2.8 MILES NORTH.  ABOUT 400 FEET NORTHWEST OF
 AX1580'A SMALL COUNTRY SCHOOL, 63 FEET EAST OF A LONE CEDAR TREE, 60 FEET
 AX1580'SOUTH OF A DIVISION-FENCE CORNER, 30 FEET WEST OF THE CENTERLINE OF
 AX1580'THE ROAD, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2
 AX1580'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED H 827 1943 AND
 AX1580'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0219 ***********************************************************************
 AY0219  DESIGNATION -  H 828
 AY0219  PID         -  AY0219
 AY0219  STATE/COUNTY-  TX/WILSON
 AY0219  USGS QUAD   -  SASPAMCO (1973)
 AY0219
 AY0219                         *CURRENT SURVEY CONTROL
 AY0219  ___________________________________________________________________
 AY0219* NAD 83(1986)-  29 13 34.     (N)    098 16 49.     (W)     SCALED    
 AY0219* NAVD 88     -       130.906  (meters)     429.48   (feet)  ADJUSTED  
 AY0219  ___________________________________________________________________
 AY0219  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0219  DYNAMIC HT  -         130.719 (meters)     428.87  (feet)  COMP
 AY0219  MODELED GRAV-     979,208.5   (mgal)                       NAVD 88
 AY0219
 AY0219  VERT ORDER  -  FIRST     CLASS II
 AY0219
 AY0219.The horizontal coordinates were scaled from a topographic map and have
 AY0219.an estimated accuracy of +/- 6 seconds.
 AY0219
 AY0219.The orthometric height was determined by differential leveling
 AY0219.and adjusted by the National Geodetic Survey in June 1991..
 AY0219
 AY0219.The geoid height was determined by GEOID03.
 AY0219
 AY0219.The dynamic height is computed by dividing the NAVD 88
 AY0219.geopotential number by the normal gravity value computed on the
 AY0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0219.degrees latitude (g = 980.6199 gals.).
 AY0219
 AY0219.The modeled gravity was interpolated from observed gravity values.
 AY0219
 AY0219;                    North         East    Units  Estimated Accuracy
 AY0219;SPC TXSC     - 4,154,570.      669,970.      MT  (+/- 180 meters Scaled)
 AY0219
 AY0219                          SUPERSEDED SURVEY CONTROL
 AY0219
 AY0219.No superseded survey control is available for this station.
 AY0219
 AY0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT699332(NAD 83)
 AY0219_MARKER: DB = BENCH MARK DISK
 AY0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0219_SP_SET: ABUTMENT
 AY0219_STAMPING: H 828 1943
 AY0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0219
 AY0219  HISTORY     - Date     Condition        Report By
 AY0219  HISTORY     - 1943     MONUMENTED       CGS
 AY0219  HISTORY     - 1980     GOOD             NGS
 AY0219
 AY0219                          STATION DESCRIPTION
 AY0219
 AY0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0219'1.2 MI SE FROM SASPAMCO.
 AY0219'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0219'STATION AT SASPAMCO-- PROCEED 1.2 MILES SOUTHEASTERLY ALONG THE
 AY0219'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AY0219'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD OVERPASS
 AY0219'NO.19.15 OVER AN ASPHALT ROAD.  IT IS ABOUT 70.0 FEET SOUTHEAST OF THE
 AY0219'FIRST POLE SOUTHEAST OF MILEPOST 19, AND 7.0 FEET NORTHEAST OF AND
 AY0219'ABOUT 1.0 FOOT BELOW THE NORTHEAST RAIL OF TRACK.
 AY0219
 AY0219                          STATION RECOVERY (1980)
 AY0219
 AY0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0219'6.4 KM (3.95 MI) SOUTHEAST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY0219'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, IN TOP OF THE NORTHEAST END
 AY0219'OF THE SOUTHEAST CONCRETE ABUTMENT OF THE SOUTHERN PACIFIC RAILROAD
 AY0219'BRIDGE NUMBER 19.15, 21.3 METERS (70.0 FT) SOUTHEAST OF THE FIRST
 AY0219'TELEPHONE POLE SOUTHEAST OF MILEPOLE NUMBER 19, 1.5 METERS (4.8 FT)
 AY0219'NORTHEAST OF THE NORTHEAST RAIL.
 AY0219'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0494 ***********************************************************************
 AY0494  DESIGNATION -  H 829
 AY0494  PID         -  AY0494
 AY0494  STATE/COUNTY-  TX/WILSON
 AY0494  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0494
 AY0494                         *CURRENT SURVEY CONTROL
 AY0494  ___________________________________________________________________
 AY0494* NAD 83(1986)-  29 12 24.     (N)    098 04 47.     (W)     SCALED    
 AY0494* NAVD 88     -       153.98   (+/-2cm)     505.2    (feet)  VERTCON   
 AY0494  ___________________________________________________________________
 AY0494  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AY0494
 AY0494  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0494
 AY0494.The horizontal coordinates were scaled from a topographic map and have
 AY0494.an estimated accuracy of +/- 6 seconds.
 AY0494
 AY0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0494.The vertical order pertains to the NGVD 29 superseded value.
 AY0494
 AY0494.The geoid height was determined by GEOID03.
 AY0494
 AY0494;                    North         East    Units  Estimated Accuracy
 AY0494;SPC TXSC     - 4,152,550.      689,480.      MT  (+/- 180 meters Scaled)
 AY0494
 AY0494                          SUPERSEDED SURVEY CONTROL
 AY0494
 AY0494  NGVD 29 (??/??/92)  153.919  (m)          504.98   (f) ADJ UNCH    2 0
 AY0494
 AY0494.Superseded values are not recommended for survey control.
 AY0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0494.See file dsdata.txt to determine how the superseded data were derived.
 AY0494
 AY0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT894312(NAD 83)
 AY0494_MARKER: DB = BENCH MARK DISK
 AY0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0494_SP_SET: CULVERT
 AY0494_STAMPING: H 829 1943
 AY0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0494
 AY0494  HISTORY     - Date     Condition        Report By
 AY0494  HISTORY     - 1943     MONUMENTED       CGS
 AY0494  HISTORY     - 1955     GOOD             NGS
 AY0494  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0494  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0494
 AY0494                          STATION DESCRIPTION
 AY0494
 AY0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0494'6.8 MI S FROM SUTHERLAND SPRINGS.
 AY0494'TO REACH FROM THE POST OFFICE AT SUTHERLAND SPRINGS-- PROCEED 2.5
 AY0494'MILES SOUTHEASTERLY ALONG U. S. HIGHWAY NO.87 TO THE INTERSECTION OF
 AY0494'STATE HIGHWAY NO.97 LEADING SOUTHWEST, THENCE 4.3 MILES SOUTHWESTERLY
 AY0494'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTHEAST OF A
 AY0494'DIRT SIDE ROAD INTERSECTION LEADING NORTHWEST, AND A TRACK ROAD
 AY0494'INTERSECTION LEADING SOUTHEAST.  IT IS ABOUT 0.1 MILE NORTHEAST OF A
 AY0494'BEACON LIGHT TOWER, 18.0 FEET NORTHWEST OF AND ABOUT THE SAME
 AY0494'ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE
 AY0494'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 AY0494
 AY0494                          STATION RECOVERY (1955)
 AY0494
 AY0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AY0494'RECOVERED IN GOOD CONDITION.
 AY0494
 AY0494                          STATION RECOVERY (1996)
 AY0494
 AY0494'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0494'MARK NOT FOUND.
 AY0494
 AY0494                          STATION RECOVERY (2003)
 AY0494
 AY0494'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0495 ***********************************************************************
 AY0495  DESIGNATION -  H 829 RESET 1955
 AY0495  PID         -  AY0495
 AY0495  STATE/COUNTY-  TX/WILSON
 AY0495  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0495
 AY0495                         *CURRENT SURVEY CONTROL
 AY0495  ___________________________________________________________________
 AY0495* NAD 83(1986)-  29 12 24.     (N)    098 04 47.     (W)     SCALED    
 AY0495* NAVD 88     -       153.68   (+/-2cm)     504.2    (feet)  VERTCON   
 AY0495  ___________________________________________________________________
 AY0495  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AY0495
 AY0495  VERT ORDER  -  THIRD (See Below)
 AY0495
 AY0495.The horizontal coordinates were scaled from a topographic map and have
 AY0495.an estimated accuracy of +/- 6 seconds.
 AY0495
 AY0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0495.The vertical order pertains to the NGVD 29 superseded value.
 AY0495
 AY0495.The geoid height was determined by GEOID03.
 AY0495
 AY0495;                    North         East    Units  Estimated Accuracy
 AY0495;SPC TXSC     - 4,152,550.      689,480.      MT  (+/- 180 meters Scaled)
 AY0495
 AY0495                          SUPERSEDED SURVEY CONTROL
 AY0495
 AY0495  NGVD 29 (01/29/03)  153.62   (m)          504.0    (f) RESET       3  
 AY0495
 AY0495.Superseded values are not recommended for survey control.
 AY0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0495.See file dsdata.txt to determine how the superseded data were derived.
 AY0495
 AY0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT894312(NAD 83)
 AY0495_MARKER: DB = BENCH MARK DISK
 AY0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0495_STAMPING: H 829 RESET 1955
 AY0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0495+STABILITY: SURFACE MOTION
 AY0495
 AY0495  HISTORY     - Date     Condition        Report By
 AY0495  HISTORY     - 1955     MONUMENTED       CGS
 AY0495  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0495
 AY0495                          STATION DESCRIPTION
 AY0495
 AY0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AY0495'7.5 MI NE FROM FLORESVILLE.
 AY0495'ABOUT 7.5 MILES NORTHEAST OF THE COURT HOUSE IN FLORESVILLE WILSON
 AY0495'COUNTY, TEXAS, ALONG HIGHWAY NO.97, ABOUT 0.2 MILE NORTHEAST OF A ROAD
 AY0495'INTERSECTION, 16 YARDS EAST OF THE END OF A CONCRETE CULVERT, 12 YARDS
 AY0495'SOUTH OF A 20 INCH DIAMETER HICKORY TREE AND 1 FOOT SOUTH EAST OF THE
 AY0495'SOUTH EAST RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK STAMPED H 829
 AY0495'RESET 1955 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 AY0495'INCHES.
 AY0495
 AY0495                          STATION RECOVERY (2003)
 AY0495
 AY0495'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0085 ***********************************************************************
 CA0085  DESIGNATION -  H 83
 CA0085  PID         -  CA0085
 CA0085  STATE/COUNTY-  TX/LAMPASAS
 CA0085  USGS QUAD   -  LAMPASAS (1954)
 CA0085
 CA0085                         *CURRENT SURVEY CONTROL
 CA0085  ___________________________________________________________________
 CA0085* NAD 83(1986)-  31 03 56.     (N)    098 10 47.     (W)     SCALED    
 CA0085* NAVD 88     -       313.225  (meters)    1027.64   (feet)  ADJUSTED  
 CA0085  ___________________________________________________________________
 CA0085  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CA0085  DYNAMIC HT  -         312.808 (meters)    1026.27  (feet)  COMP
 CA0085  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 CA0085
 CA0085  VERT ORDER  -  FIRST     CLASS II
 CA0085
 CA0085.The horizontal coordinates were scaled from a topographic map and have
 CA0085.an estimated accuracy of +/- 6 seconds.
 CA0085
 CA0085.The orthometric height was determined by differential leveling
 CA0085.and adjusted by the National Geodetic Survey in June 1991..
 CA0085.WARNING-Repeat measurements at this control monument indicate possible
 CA0085.vertical movement.
 CA0085
 CA0085.The geoid height was determined by GEOID03.
 CA0085
 CA0085.The dynamic height is computed by dividing the NAVD 88
 CA0085.geopotential number by the normal gravity value computed on the
 CA0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0085.degrees latitude (g = 980.6199 gals.).
 CA0085
 CA0085.The modeled gravity was interpolated from observed gravity values.
 CA0085
 CA0085;                    North         East    Units  Estimated Accuracy
 CA0085;SPC TX C     - 3,157,060.      905,500.      MT  (+/- 180 meters Scaled)
 CA0085
 CA0085                          SUPERSEDED SURVEY CONTROL
 CA0085
 CA0085  NGVD 29 (??/??/92)  313.128  (m)         1027.32   (f) ADJ UNCH    1 2
 CA0085
 CA0085.Superseded values are not recommended for survey control.
 CA0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0085.See file dsdata.txt to determine how the superseded data were derived.
 CA0085
 CA0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV782371(NAD 83)
 CA0085_MARKER: DB = BENCH MARK DISK
 CA0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0085_SP_SET: BUILDING
 CA0085_MARK LOGO: CGS   
 CA0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA0085+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 CA0085
 CA0085  HISTORY     - Date     Condition        Report By
 CA0085  HISTORY     - UNK      MONUMENTED       CGS
 CA0085  HISTORY     - 1932     GOOD             NGS
 CA0085  HISTORY     - 1934     GOOD             NGS
 CA0085  HISTORY     - 1983     GOOD             NGS
 CA0085  HISTORY     - 20020420 GOOD             USPSQD
 CA0085  HISTORY     - 20051022 GOOD             USPSQD
 CA0085
 CA0085                          STATION DESCRIPTION
 CA0085
 CA0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0085'IN LAMPASAS.
 CA0085'THE MARK IS SET 1 1/2 FEET ABOVE THE TOP STEP, HALFWAY BETWEEN THE
 CA0085'EAST ENTRANCE AND THE CORNER STONE, IN THE NORTHEAST CORNER OF THE
 CA0085'CITY HALL.
 CA0085
 CA0085                          STATION RECOVERY (1934)
 CA0085
 CA0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0085'RECOVERED IN GOOD CONDITION.
 CA0085
 CA0085                          STATION RECOVERY (1983)
 CA0085
 CA0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0085'RECOVERED THIS DATE.  NOTE, ADD AT 302 EAST THIRD STREET.
 CA0085
 CA0085                          STATION RECOVERY (2002)
 CA0085
 CA0085'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0085'RECOVERED IN GOOD CONDITION.
 CA0085
 CA0085                          STATION RECOVERY (2005)
 CA0085
 CA0085'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CA0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0043 ***********************************************************************
 GL0043  DESIGNATION -  H 83
 GL0043  PID         -  GL0043
 GL0043  STATE/COUNTY-  TX/SHERMAN
 GL0043  USGS QUAD   -  STRATFORD (1964)
 GL0043
 GL0043                         *CURRENT SURVEY CONTROL
 GL0043  ___________________________________________________________________
 GL0043* NAD 83(1986)-  36 20 17.     (N)    102 04 12.     (W)     SCALED    
 GL0043* NAVD 88     -      1125.994  (meters)    3694.20   (feet)  ADJUSTED  
 GL0043  ___________________________________________________________________
 GL0043  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 GL0043  DYNAMIC HT  -        1124.751 (meters)    3690.12  (feet)  COMP
 GL0043  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 GL0043
 GL0043  VERT ORDER  -  FIRST     CLASS II
 GL0043
 GL0043.The horizontal coordinates were scaled from a topographic map and have
 GL0043.an estimated accuracy of +/- 6 seconds.
 GL0043
 GL0043.The orthometric height was determined by differential leveling
 GL0043.and adjusted by the National Geodetic Survey in June 1991..
 GL0043
 GL0043.The geoid height was determined by GEOID03.
 GL0043
 GL0043.The dynamic height is computed by dividing the NAVD 88
 GL0043.geopotential number by the normal gravity value computed on the
 GL0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0043.degrees latitude (g = 980.6199 gals.).
 GL0043
 GL0043.The modeled gravity was interpolated from observed gravity values.
 GL0043
 GL0043;                    North         East    Units  Estimated Accuracy
 GL0043;SPC TX N     - 1,259,540.      148,830.      MT  (+/- 180 meters Scaled)
 GL0043
 GL0043                          SUPERSEDED SURVEY CONTROL
 GL0043
 GL0043  NGVD 29 (??/??/92) 1125.49   (m)         3692.5    (f) COMPUTED    1 2
 GL0043
 GL0043.Superseded values are not recommended for survey control.
 GL0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0043.See file dsdata.txt to determine how the superseded data were derived.
 GL0043
 GL0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA629254(NAD 83)
 GL0043_MARKER: DD = SURVEY DISK
 GL0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0043_SP_SET: STEP
 GL0043_STAMPING: H-83
 GL0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0043
 GL0043  HISTORY     - Date     Condition        Report By
 GL0043  HISTORY     - UNK      MONUMENTED       USGS
 GL0043  HISTORY     - 1933     GOOD             NGS
 GL0043  HISTORY     - 1944     POOR             LOCSUR
 GL0043
 GL0043                          STATION DESCRIPTION
 GL0043
 GL0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GL0043'IN STRATFORD.
 GL0043'AT COURTHOUSE.  SET IN TOP CONCRETE STEP AT ENTRANCE TO COURTHOUSE.
 GL0043'NOTE-- MARK HAS BEEN BATTERED OUT FLAT.
 GL0043
 GL0043                          STATION RECOVERY (1944)
 GL0043
 GL0043'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944
 GL0043'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2303 ***********************************************************************
 AX2303  DESIGNATION -  H 830
 AX2303  PID         -  AX2303
 AX2303  STATE/COUNTY-  TX/CALDWELL
 AX2303  USGS QUAD   -  HARWOOD (1981)
 AX2303
 AX2303                         *CURRENT SURVEY CONTROL
 AX2303  ___________________________________________________________________
 AX2303* NAD 83(1986)-  29 42 05.     (N)    097 30 06.     (W)     SCALED    
 AX2303* NAVD 88     -       145.66   (+/-2cm)     477.9    (feet)  VERTCON   
 AX2303  ___________________________________________________________________
 AX2303  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AX2303
 AX2303  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2303
 AX2303.The horizontal coordinates were scaled from a topographic map and have
 AX2303.an estimated accuracy of +/- 6 seconds.
 AX2303
 AX2303.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2303.The vertical order pertains to the NGVD 29 superseded value.
 AX2303
 AX2303.The geoid height was determined by GEOID03.
 AX2303
 AX2303;                    North         East    Units  Estimated Accuracy
 AX2303;SPC TXSC     - 4,207,960.      744,980.      MT  (+/- 180 meters Scaled)
 AX2303
 AX2303                          SUPERSEDED SURVEY CONTROL
 AX2303
 AX2303  NGVD 29 (??/??/92)  145.602  (m)          477.70   (f) ADJ UNCH    2 0
 AX2303
 AX2303.Superseded values are not recommended for survey control.
 AX2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2303.See file dsdata.txt to determine how the superseded data were derived.
 AX2303
 AX2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT449866(NAD 83)
 AX2303_MARKER: DB = BENCH MARK DISK
 AX2303_SETTING: 66 = SET IN ROCK OUTCROP
 AX2303_SP_SET: SANDSTONE OUTCROP
 AX2303_STAMPING: H 830 1943
 AX2303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2303+STABILITY: POSITION/ELEVATION WELL
 AX2303
 AX2303  HISTORY     - Date     Condition        Report By
 AX2303  HISTORY     - 1943     MONUMENTED       CGS
 AX2303  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX2303  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2303  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2303
 AX2303                          STATION DESCRIPTION
 AX2303
 AX2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2303'2.5 MI N FROM HARWOOD.
 AX2303'IN CALDWELL COUNTY, 2.5 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE
 AX2303'PUBLIC SCHOOL AT HARWOOD, GONZALES COUNTY, THENCE 1.0 MILE EAST.  AT
 AX2303'THE TOP OF A SMALL HILL WITH A RED SANDSTONE OUTCROP, 100 FEET EAST OF
 AX2303'THE CREST OF THE HILL, 62 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN
 AX2303'THE TOP OF A PROJECTION OF THE SANDSTONE OUTCROP, AND ABOUT 3 FEET
 AX2303'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED H 830 1943.
 AX2303
 AX2303                          STATION RECOVERY (1964)
 AX2303
 AX2303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX2303'MARK NOT FOUND.
 AX2303
 AX2303                          STATION RECOVERY (1993)
 AX2303
 AX2303'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2303'MARK NOT FOUND.
 AX2303
 AX2303                          STATION RECOVERY (1999)
 AX2303
 AX2303'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1537 ***********************************************************************
 AX1537  DESIGNATION -  H 831
 AX1537  PID         -  AX1537
 AX1537  STATE/COUNTY-  TX/CALDWELL
 AX1537  USGS QUAD   -  JEDDO (1981)
 AX1537
 AX1537                         *CURRENT SURVEY CONTROL
 AX1537  ___________________________________________________________________
 AX1537* NAD 83(1986)-  29 49 14.     (N)    097 21 53.     (W)     SCALED    
 AX1537* NAVD 88     -       148.78   (+/-2cm)     488.1    (feet)  VERTCON   
 AX1537  ___________________________________________________________________
 AX1537  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AX1537
 AX1537  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1537
 AX1537.The horizontal coordinates were scaled from a topographic map and have
 AX1537.an estimated accuracy of +/- 6 seconds.
 AX1537
 AX1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1537.The vertical order pertains to the NGVD 29 superseded value.
 AX1537
 AX1537.The geoid height was determined by GEOID03.
 AX1537
 AX1537;                    North         East    Units  Estimated Accuracy
 AX1537;SPC TXSC     - 4,221,340.      758,040.      MT  (+/- 180 meters Scaled)
 AX1537
 AX1537                          SUPERSEDED SURVEY CONTROL
 AX1537
 AX1537  NGVD 29 (??/??/92)  148.725  (m)          487.94   (f) ADJ UNCH    2 0
 AX1537
 AX1537.Superseded values are not recommended for survey control.
 AX1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1537.See file dsdata.txt to determine how the superseded data were derived.
 AX1537
 AX1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU580000(NAD 83)
 AX1537_MARKER: DB = BENCH MARK DISK
 AX1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1537_STAMPING: H 831 1943
 AX1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1537+STABILITY: SURFACE MOTION
 AX1537
 AX1537  HISTORY     - Date     Condition        Report By
 AX1537  HISTORY     - 1943     MONUMENTED       CGS
 AX1537  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX1537  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1537
 AX1537                          STATION DESCRIPTION
 AX1537
 AX1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1537'1.9 MI E FROM DELHI.
 AX1537'1.9 MILES EAST ALONG A GRADED ROAD LEADING TO JEDDO FROM THE ROAD
 AX1537'INTERSECTION AT DELHI, CALDWELL COUNTY, NEAR THE JUNCTION OF A PRIVATE
 AX1537'ROAD LEADING NORTH, 150 FEET EAST OF THE PRIVATE ROAD, 24 FEET NORTH
 AX1537'OF THE CENTERLINE OF THE MAIN ROAD.  3 FEET EAST OF A FENCE CORNER, 1
 AX1537'FOOT SOUTH OF THE FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 AX1537'AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED H 831
 AX1537'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1537'GROUND.
 AX1537
 AX1537                          STATION RECOVERY (1993)
 AX1537
 AX1537'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1537'MARK NOT FOUND.
 AX1537
 AX1537                          STATION RECOVERY (1999)
 AX1537
 AX1537'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0540 ***********************************************************************
 AY0540  DESIGNATION -  H 832
 AY0540  PID         -  AY0540
 AY0540  STATE/COUNTY-  TX/BEXAR
 AY0540  USGS QUAD   -  MARTINEZ (1992)
 AY0540
 AY0540                         *CURRENT SURVEY CONTROL
 AY0540  ___________________________________________________________________
 AY0540* NAD 83(1986)-  29 24 16.     (N)    098 18 36.     (W)     SCALED    
 AY0540* NAVD 88     -       180.03   (+/-2cm)     590.6    (feet)  VERTCON   
 AY0540  ___________________________________________________________________
 AY0540  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AY0540
 AY0540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0540
 AY0540.The horizontal coordinates were scaled from a topographic map and have
 AY0540.an estimated accuracy of +/- 6 seconds.
 AY0540
 AY0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0540.The vertical order pertains to the NGVD 29 superseded value.
 AY0540
 AY0540.The geoid height was determined by GEOID03.
 AY0540
 AY0540;                    North         East    Units  Estimated Accuracy
 AY0540;SPC TXSC     - 4,174,320.      666,960.      MT  (+/- 180 meters Scaled)
 AY0540
 AY0540                          SUPERSEDED SURVEY CONTROL
 AY0540
 AY0540  NGVD 29 (??/??/92)  179.93   (m)          590.3    (f) COMPUTED    2 0
 AY0540
 AY0540.Superseded values are not recommended for survey control.
 AY0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0540.See file dsdata.txt to determine how the superseded data were derived.
 AY0540
 AY0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT669529(NAD 83)
 AY0540_MARKER: DB = BENCH MARK DISK
 AY0540_SETTING: 0 = UNSPECIFIED SETTING
 AY0540_STAMPING: H 832 1943
 AY0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0540
 AY0540  HISTORY     - Date     Condition        Report By
 AY0540  HISTORY     - 1943     MONUMENTED       CGS
 AY0540  HISTORY     - 1967     GOOD             USGS
 AY0540  HISTORY     - 1987     MARK NOT FOUND   USGS
 AY0540  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0540
 AY0540                          STATION DESCRIPTION
 AY0540
 AY0540'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0540'2.4 MI SE FROM MARTINEZ.
 AY0540'ABOUT 0.6 MILE SOUTH ALONG FARM ROAD 1516 FROM THE CROSS ROADS (FM
 AY0540'1516 AND 1346) AT MARTINEZ, BEXAR COUNTY, TO A CHURCH ON THE RIGHT,
 AY0540'TURN LEFT AND FOLLOW REAL ROAD FOR ABOUT 1.3 MILES WHERE THE ROAD JOGS
 AY0540'TO THE LEFT AND PARALLELS SOUTH RIGHT OF WAY OF OLD RAILROAD GRADE,
 AY0540'CONTINUE ON REAL ROAD FOR ABOUT 0.4 MILE TO THE BENCH MARK ON THE
 AY0540'LEFT.  BENCH MARK IS 258 FEET WEST ALONG REAL ROAD FROM A T FENCE
 AY0540'SOUTH, AND 34 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 AY0540'DISK STAMPED H 832 1943.
 AY0540
 AY0540                          STATION RECOVERY (1987)
 AY0540
 AY0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0540'MARK NOT FOUND.
 AY0540
 AY0540                          STATION RECOVERY (1999)
 AY0540
 AY0540'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0513 ***********************************************************************
 AY0513  DESIGNATION -  H 833
 AY0513  PID         -  AY0513
 AY0513  STATE/COUNTY-  TX/WILSON
 AY0513  USGS QUAD   -  LA VERNIA SW (1992)
 AY0513
 AY0513                         *CURRENT SURVEY CONTROL
 AY0513  ___________________________________________________________________
 AY0513* NAD 83(1986)-  29 19 52.     (N)    098 11 27.     (W)     SCALED    
 AY0513* NAVD 88     -       177.36   (+/-2cm)     581.9    (feet)  VERTCON   
 AY0513  ___________________________________________________________________
 AY0513  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AY0513
 AY0513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0513
 AY0513.The horizontal coordinates were scaled from a topographic map and have
 AY0513.an estimated accuracy of +/- 6 seconds.
 AY0513
 AY0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0513.The vertical order pertains to the NGVD 29 superseded value.
 AY0513
 AY0513.The geoid height was determined by GEOID03.
 AY0513
 AY0513;                    North         East    Units  Estimated Accuracy
 AY0513;SPC TXSC     - 4,166,270.      678,580.      MT  (+/- 180 meters Scaled)
 AY0513
 AY0513                          SUPERSEDED SURVEY CONTROL
 AY0513
 AY0513  NGVD 29 (??/??/92)  177.272  (m)          581.60   (f) ADJ UNCH    2 0
 AY0513
 AY0513.Superseded values are not recommended for survey control.
 AY0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0513.See file dsdata.txt to determine how the superseded data were derived.
 AY0513
 AY0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT785449(NAD 83)
 AY0513_MARKER: DB = BENCH MARK DISK
 AY0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0513_STAMPING: H 833 1943
 AY0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0513+STABILITY: SURFACE MOTION
 AY0513
 AY0513  HISTORY     - Date     Condition        Report By
 AY0513  HISTORY     - 1943     MONUMENTED       CGS
 AY0513  HISTORY     - 19960210 POOR             USPSQD
 AY0513
 AY0513                          STATION DESCRIPTION
 AY0513
 AY0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0513'6.35 MI SW FROM LAVERNIA.
 AY0513'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 3.1 MILES WESTERLY
 AY0513'ALONG U. S. HIGHWAY NO. 87 TO A DIRT ROAD INTERSECTION LEADING SOUTH,
 AY0513'THENCE 3.25 MILES SOUTHERLY TO A SIDE ROAD INTERSECTION AND TO SITE OF
 AY0513'BENCH MARK.  BENCH MARK IS 27.0 FEET SOUTH OF THE CENTERLINE OF A SIDE
 AY0513'ROAD LEADING WEST, AND 23.5 FEET WEST OF AND ABOUT 3.0 FEET ABOVE THE
 AY0513'CENTERLINE OF MAIN ROAD.  IT IS 6.6 FEET SOUTH OF A FENCE CORNER, 3.0
 AY0513'FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 3.4 FEET NORTH OF A 4X4-INCH
 AY0513'WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AY0513
 AY0513                          STATION RECOVERY (1996)
 AY0513
 AY0513'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0513'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2375 ***********************************************************************
 AX2375  DESIGNATION -  H 834
 AX2375  PID         -  AX2375
 AX2375  STATE/COUNTY-  TX/GONZALES
 AX2375  USGS QUAD   -  BELMONT (1994)
 AX2375
 AX2375                         *CURRENT SURVEY CONTROL
 AX2375  ___________________________________________________________________
 AX2375* NAD 83(1986)-  29 31 51.     (N)    097 42 38.     (W)     SCALED    
 AX2375* NAVD 88     -       116.98   (+/-2cm)     383.8    (feet)  VERTCON   
 AX2375  ___________________________________________________________________
 AX2375  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2375
 AX2375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2375
 AX2375.The horizontal coordinates were scaled from a topographic map and have
 AX2375.an estimated accuracy of +/- 6 seconds.
 AX2375
 AX2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2375.The vertical order pertains to the NGVD 29 superseded value.
 AX2375
 AX2375.The geoid height was determined by GEOID03.
 AX2375
 AX2375;                    North         East    Units  Estimated Accuracy
 AX2375;SPC TXSC     - 4,188,820.      724,980.      MT  (+/- 180 meters Scaled)
 AX2375
 AX2375                          SUPERSEDED SURVEY CONTROL
 AX2375
 AX2375  NGVD 29 (??/??/92)  116.925  (m)          383.61   (f) ADJ UNCH    2 0
 AX2375
 AX2375.Superseded values are not recommended for survey control.
 AX2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2375.See file dsdata.txt to determine how the superseded data were derived.
 AX2375
 AX2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT249674(NAD 83)
 AX2375_MARKER: DB = BENCH MARK DISK
 AX2375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2375_SP_SET: CULVERT
 AX2375_STAMPING: H 834 1943
 AX2375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2375
 AX2375  HISTORY     - Date     Condition        Report By
 AX2375  HISTORY     - 1943     MONUMENTED       CGS
 AX2375  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2375  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2375
 AX2375                          STATION DESCRIPTION
 AX2375
 AX2375'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2375'1.8 MI W FROM BELMONT.
 AX2375'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2375'BELMONT, PROCEED 1.8 MI. W. ALONG STATE HIGHWAY NO. 3 TO SITE OF BM.
 AX2375'BENCH MARK IS ABOUT 0.15 MI. E. OF A LARGE OLD TWO-STORY
 AX2375'CONCRETE-PLASTERED HOUSE, AND 13 FEET N. OF AND ABOUT 1 FOOT ABOVE THE
 AX2375'CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE E. END OF THE N.
 AX2375'HEADWALL OF A CONCRETE CULVERT.
 AX2375
 AX2375                          STATION RECOVERY (1988)
 AX2375
 AX2375'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2347 ***********************************************************************
 AX2347  DESIGNATION -  H 835 RESET 1970
 AX2347  PID         -  AX2347
 AX2347  STATE/COUNTY-  TX/GUADALUPE
 AX2347  USGS QUAD   -  LULING (1994)
 AX2347
 AX2347                         *CURRENT SURVEY CONTROL
 AX2347  ___________________________________________________________________
 AX2347* NAD 83(1986)-  29 39 11.     (N)    097 39 34.     (W)     SCALED    
 AX2347* NAVD 88     -       115.33   (+/-2cm)     378.4    (feet)  VERTCON   
 AX2347  ___________________________________________________________________
 AX2347  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2347
 AX2347  VERT ORDER  -  THIRD (See Below)
 AX2347
 AX2347.The horizontal coordinates were scaled from a topographic map and have
 AX2347.an estimated accuracy of +/- 6 seconds.
 AX2347
 AX2347.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2347.The vertical order pertains to the NGVD 29 superseded value.
 AX2347
 AX2347.The geoid height was determined by GEOID03.
 AX2347
 AX2347;                    North         East    Units  Estimated Accuracy
 AX2347;SPC TXSC     - 4,202,420.      729,770.      MT  (+/- 180 meters Scaled)
 AX2347
 AX2347                          SUPERSEDED SURVEY CONTROL
 AX2347
 AX2347  NGVD 29 (01/29/03)  115.28   (m)          378.2    (f) RESET       3  
 AX2347
 AX2347.Superseded values are not recommended for survey control.
 AX2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2347.See file dsdata.txt to determine how the superseded data were derived.
 AX2347
 AX2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT297810(NAD 83)
 AX2347_MARKER: DD = SURVEY DISK
 AX2347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2347_SP_SET: CULVERT
 AX2347_STAMPING: H 835 RESET 1970
 AX2347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2347+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2002
 AX2347
 AX2347  HISTORY     - Date     Condition        Report By
 AX2347  HISTORY     - 1970     MONUMENTED       TXHD
 AX2347  HISTORY     - 20020525 GOOD             USPSQD
 AX2347  HISTORY     - 20050222 MARK NOT FOUND   USPSQD
 AX2347
 AX2347                          STATION DESCRIPTION
 AX2347
 AX2347'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1970
 AX2347'2.5 MI S FROM LULING.
 AX2347'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NO. 80 AND U.S.
 AX2347'HIGHWAY NO. 90 AT LULING-- PROCEED 2.05 MILES SOUTHERLY ALONG STATE
 AX2347'HIGHWAY NO. 80 TO SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY
 AX2347'IN THE CENTER OF THE EAST HEADWALL OF A 24 INCH REINFORCED CONCRETE
 AX2347'PIPE CULVERT.  IT IS ABOUT 0.95 MILES SOUTH OF A BRIDGE OVER SAN
 AX2347'MARCOS RIVER, AND 50 FEET EAST OF CENTERLINE OF HIGHWAY.
 AX2347
 AX2347                          STATION RECOVERY (2002)
 AX2347
 AX2347'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX2347'RECOVERED IN GOOD CONDITION.
 AX2347
 AX2347                          STATION RECOVERY (2005)
 AX2347
 AX2347'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2082 ***********************************************************************
 AX2082  DESIGNATION -  H 836
 AX2082  PID         -  AX2082
 AX2082  STATE/COUNTY-  TX/GONZALES
 AX2082  USGS QUAD   -  NIXON (1987)
 AX2082
 AX2082                         *CURRENT SURVEY CONTROL
 AX2082  ___________________________________________________________________
 AX2082* NAD 83(1986)-  29 22 12.     (N)    097 45 06.     (W)     SCALED    
 AX2082* NAVD 88     -       113.04   (+/-2cm)     370.9    (feet)  VERTCON   
 AX2082  ___________________________________________________________________
 AX2082  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2082
 AX2082  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2082
 AX2082.The horizontal coordinates were scaled from a topographic map and have
 AX2082.an estimated accuracy of +/- 6 seconds.
 AX2082
 AX2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2082.The vertical order pertains to the NGVD 29 superseded value.
 AX2082
 AX2082.The geoid height was determined by GEOID03.
 AX2082
 AX2082;                    North         East    Units  Estimated Accuracy
 AX2082;SPC TXSC     - 4,170,950.      721,180.      MT  (+/- 180 meters Scaled)
 AX2082
 AX2082                          SUPERSEDED SURVEY CONTROL
 AX2082
 AX2082  NGVD 29 (??/??/92)  112.999  (m)          370.73   (f) ADJ UNCH    2 0
 AX2082
 AX2082.Superseded values are not recommended for survey control.
 AX2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2082.See file dsdata.txt to determine how the superseded data were derived.
 AX2082
 AX2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT211496(NAD 83)
 AX2082_MARKER: DB = BENCH MARK DISK
 AX2082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2082_SP_SET: BRIDGE ABUTMENT
 AX2082_STAMPING: H 836 1943
 AX2082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2082
 AX2082  HISTORY     - Date     Condition        Report By
 AX2082  HISTORY     - 1943     MONUMENTED       CGS
 AX2082
 AX2082                          STATION DESCRIPTION
 AX2082
 AX2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2082'2.55 MI S FROM LEESVILLE.
 AX2082'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 2.55 MI. S. ALONG STATE
 AX2082'HIGHWAY NO. 80 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MI. N.
 AX2082'OF A WHITE FRAME BUILDING ON THE E. SIDE OF HIGHWAY, AND 12.7 FEET W.
 AX2082'OF AND ABOUT THE SAME ELEVATIN AS THE CENTERLINE OF HIGHWAY.  IT IS
 AX2082'SET HORIZONTALLY IN THE W. END OF THE S. ABUTMENT OF A CONCRETE BRIDGE
 AX2082'OVER SALT BRANCH CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2083 ***********************************************************************
 AX2083  DESIGNATION -  H 836 RESET 1972
 AX2083  PID         -  AX2083
 AX2083  STATE/COUNTY-  TX/GONZALES
 AX2083  USGS QUAD   -  NIXON (1987)
 AX2083
 AX2083                         *CURRENT SURVEY CONTROL
 AX2083  ___________________________________________________________________
 AX2083* NAD 83(1986)-  29 22 12.     (N)    097 45 07.     (W)     SCALED    
 AX2083* NAVD 88     -       112.65   (+/-2cm)     369.6    (feet)  VERTCON   
 AX2083  ___________________________________________________________________
 AX2083  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2083
 AX2083  VERT ORDER  -  THIRD (See Below)
 AX2083
 AX2083.The horizontal coordinates were scaled from a topographic map and have
 AX2083.an estimated accuracy of +/- 6 seconds.
 AX2083
 AX2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2083.The vertical order pertains to the NGVD 29 superseded value.
 AX2083
 AX2083.The geoid height was determined by GEOID03.
 AX2083
 AX2083;                    North         East    Units  Estimated Accuracy
 AX2083;SPC TXSC     - 4,170,950.      721,160.      MT  (+/- 180 meters Scaled)
 AX2083
 AX2083                          SUPERSEDED SURVEY CONTROL
 AX2083
 AX2083  NGVD 29 (01/29/03)  112.61   (m)          369.5    (f) RESET       3  
 AX2083
 AX2083.Superseded values are not recommended for survey control.
 AX2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2083.See file dsdata.txt to determine how the superseded data were derived.
 AX2083
 AX2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT211496(NAD 83)
 AX2083_MARKER: DB = BENCH MARK DISK
 AX2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2083_STAMPING: H 836 RESET 1972
 AX2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2083+STABILITY: SURFACE MOTION
 AX2083
 AX2083  HISTORY     - Date     Condition        Report By
 AX2083  HISTORY     - 1972     MONUMENTED       NGS
 AX2083
 AX2083                          STATION DESCRIPTION
 AX2083
 AX2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX2083'7 MI N FROM NIXON.
 AX2083'FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 80 IN
 AX2083'NIXON, GO NORTH ON STATE HIGHWAY 80 FOR 3.9 MILES TO THE JUNCTION OF
 AX2083'STATE HIGHWAY 97.  CONTINUE NORTH ON STATE HIGHWAY 80 FOR 3.0 MILES TO
 AX2083'MARK ON THE LEFT.  THIS IS JUST BEFORE REACHING BRIDGE.  A STANDARD
 AX2083'BENCH MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS
 AX2083'6-INCHES AND IS STAMPED H 836 RESET 1972.  IT IS ABOUT 300 FEET SOUTH
 AX2083'OF THE SOUTH END OF BRIDGE, 64 FEET WEST OF THE CENTER LINE OF
 AX2083'HIGHWAY, 5.5 FEET EAST-NORTHEAST OF A HI-LINE POLE, 2 FEET NORTH OF A
 AX2083'METAL WITNESS POST AND 1-FOOT EAST OF THE FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2041 ***********************************************************************
 AX2041  DESIGNATION -  H 837
 AX2041  PID         -  AX2041
 AX2041  STATE/COUNTY-  TX/GONZALES
 AX2041  USGS QUAD   -  LEESVILLE (1987)
 AX2041
 AX2041                         *CURRENT SURVEY CONTROL
 AX2041  ___________________________________________________________________
 AX2041* NAD 83(1986)-  29 24 26.     (N)    097 44 11.     (W)     SCALED    
 AX2041* NAVD 88     -       105.86   (+/-2cm)     347.3    (feet)  VERTCON   
 AX2041  ___________________________________________________________________
 AX2041  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AX2041
 AX2041  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2041
 AX2041.The horizontal coordinates were scaled from a topographic map and have
 AX2041.an estimated accuracy of +/- 6 seconds.
 AX2041
 AX2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2041.The vertical order pertains to the NGVD 29 superseded value.
 AX2041
 AX2041.The geoid height was determined by GEOID03.
 AX2041
 AX2041;                    North         East    Units  Estimated Accuracy
 AX2041;SPC TXSC     - 4,175,090.      722,620.      MT  (+/- 180 meters Scaled)
 AX2041
 AX2041                          SUPERSEDED SURVEY CONTROL
 AX2041
 AX2041  NGVD 29 (??/??/92)  105.812  (m)          347.15   (f) ADJ UNCH    2 0
 AX2041
 AX2041.Superseded values are not recommended for survey control.
 AX2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2041.See file dsdata.txt to determine how the superseded data were derived.
 AX2041
 AX2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT225537(NAD 83)
 AX2041_MARKER: DB = BENCH MARK DISK
 AX2041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2041_SP_SET: BRIDGE
 AX2041_STAMPING: H 837 1943
 AX2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2041
 AX2041  HISTORY     - Date     Condition        Report By
 AX2041  HISTORY     - 1943     MONUMENTED       CGS
 AX2041
 AX2041                          STATION DESCRIPTION
 AX2041
 AX2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2041'0.55 MI E FROM LEESVILLE.
 AX2041'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 0.55 MI. E. ALONG THE
 AX2041'LEESVILLE-BEBE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.55
 AX2041'MI. E. OF THE INTERSECTION OF STATE HIGHWAY NO. 80, AND ABOUT 216 FEET
 AX2041'W. OF THE S.W. CORNER OF A WHITE FRAME CHURCH HOUSE, AND 35 FEET W. OF
 AX2041'THE CENTERLINE OF A SIDE ROAD INTERSECTION LEADING E.  IT IS 8 FEET N.
 AX2041'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, AND SET
 AX2041'HORIZONTALLY IN THE E. END OF THE N. HEADWALL OF A SMALL CONCRETE
 AX2041'BRIDGE OVER A SMALL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1674 ***********************************************************************
 AX1674  DESIGNATION -  H 838
 AX1674  PID         -  AX1674
 AX1674  STATE/COUNTY-  TX/DE WITT
 AX1674  USGS QUAD   -  YOAKUM (1987)
 AX1674
 AX1674                         *CURRENT SURVEY CONTROL
 AX1674  ___________________________________________________________________
 AX1674* NAD 83(1986)-  29 15 10.     (N)    097 08 19.     (W)     SCALED    
 AX1674* NAVD 88     -        82.48   (+/-2cm)     270.6    (feet)  VERTCON   
 AX1674  ___________________________________________________________________
 AX1674  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1674
 AX1674  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1674
 AX1674.The horizontal coordinates were scaled from a topographic map and have
 AX1674.an estimated accuracy of +/- 6 seconds.
 AX1674
 AX1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1674.The vertical order pertains to the NGVD 29 superseded value.
 AX1674
 AX1674.The geoid height was determined by GEOID03.
 AX1674
 AX1674;                    North         East    Units  Estimated Accuracy
 AX1674;SPC TXSC     - 4,158,750.      780,900.      MT  (+/- 180 meters Scaled)
 AX1674
 AX1674                          SUPERSEDED SURVEY CONTROL
 AX1674
 AX1674  NGVD 29 (??/??/92)   82.482  (m)          270.61   (f) ADJ UNCH    2 0
 AX1674
 AX1674.Superseded values are not recommended for survey control.
 AX1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1674.See file dsdata.txt to determine how the superseded data were derived.
 AX1674
 AX1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT808374(NAD 83)
 AX1674_MARKER: DB = BENCH MARK DISK
 AX1674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1674_SP_SET: CULVERT
 AX1674_STAMPING: H 838 1943
 AX1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1674
 AX1674  HISTORY     - Date     Condition        Report By
 AX1674  HISTORY     - 1943     MONUMENTED       CGS
 AX1674  HISTORY     - 1961     GOOD             NGS
 AX1674
 AX1674                          STATION DESCRIPTION
 AX1674
 AX1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AX1674'3.35 MI S FROM YOAKUM.
 AX1674'TO REACH FROM THE POST OFFICE IN YOAKUM, GO SOUTHEAST ON GONZALES
 AX1674'STREET 0.3 MILE TO DUNN STREET, THENCE TURN RIGHT ON DUNN STREET, GO
 AX1674'0.2 MILE TO STATE HIGHWAY 111.  TURN LEFT, GO 0.1 MILE TO THE JUNCTION
 AX1674'OF FARM ROAD 682.  TURN RIGHT AND FOLLOW FARM ROAD 682 FOR 2.7 MILES
 AX1674'TO CONCRETE CULVERT AND THE BENCH MARK, ABOUT 100 FEET SOUTH OF THE
 AX1674'NORTH END OF A DOUBLE TURN IN THE ROAD, ABOUT 250 FEET SOUTHEAST OF A
 AX1674'FARM HOUSE, AND 10 FEET NORTHEAST OF THE CENTER OF FARM ROAD 682, IN
 AX1674'THE NORTHEAST HEADWALL OF CONCRETE CULVERT.  A STANDARD DISK CEMENTED
 AX1674'IN THE HEADWALL WHICH PROJECTS ABOUT 2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1691 ***********************************************************************
 AX1691  DESIGNATION -  H 839
 AX1691  PID         -  AX1691
 AX1691  STATE/COUNTY-  TX/DE WITT
 AX1691  USGS QUAD   -  FORDTRAN (1987)
 AX1691
 AX1691                         *CURRENT SURVEY CONTROL
 AX1691  ___________________________________________________________________
 AX1691* NAD 83(1986)-  29 05 52.     (N)    097 06 36.     (W)     SCALED    
 AX1691* NAVD 88     -        70.58   (+/-2cm)     231.6    (feet)  VERTCON   
 AX1691  ___________________________________________________________________
 AX1691  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX1691
 AX1691  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1691
 AX1691.The horizontal coordinates were scaled from a topographic map and have
 AX1691.an estimated accuracy of +/- 6 seconds.
 AX1691
 AX1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1691.The vertical order pertains to the NGVD 29 superseded value.
 AX1691
 AX1691.The geoid height was determined by GEOID03.
 AX1691
 AX1691;                    North         East    Units  Estimated Accuracy
 AX1691;SPC TXSC     - 4,141,620.      783,950.      MT  (+/- 180 meters Scaled)
 AX1691
 AX1691                          SUPERSEDED SURVEY CONTROL
 AX1691
 AX1691  NGVD 29 (??/??/92)   70.595  (m)          231.61   (f) ADJ UNCH    2 0
 AX1691
 AX1691.Superseded values are not recommended for survey control.
 AX1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1691.See file dsdata.txt to determine how the superseded data were derived.
 AX1691
 AX1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT839202(NAD 83)
 AX1691_MARKER: DB = BENCH MARK DISK
 AX1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1691_STAMPING: H 839 1943
 AX1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1691+STABILITY: SURFACE MOTION
 AX1691
 AX1691  HISTORY     - Date     Condition        Report By
 AX1691  HISTORY     - 1943     MONUMENTED       CGS
 AX1691  HISTORY     - 1961     GOOD             NGS
 AX1691
 AX1691                          STATION DESCRIPTION
 AX1691
 AX1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1691'15.4 MI S FROM YOAKUM.
 AX1691'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCCED 3.65 MILES
 AX1691'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD
 AX1691'INTERSECTION LEADING SOUTH TO STRATTON, THENCE 6.45 MILES SOUTHERLY TO
 AX1691'A T-ROAD INTERSECTION AT STRATTON, THENCE CONTINUE 2.05 MILES
 AX1691'SOUTHERLY TO A T-ROAD INTERSECTION, THENCE 3.25 MILES WESTERLY TO SITE
 AX1691'OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE EAST OF A SIDE ROAD
 AX1691'INTERSCTION LEADING SOUTH, AND ABOUT THE SAME ELEVATION AS THE
 AX1691'CENTERLINE OF ROAD, 6.0 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A
 AX1691'FENCE, AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  NOTE--
 AX1691'BENCH MARK IS ALSO 16.35 MILES NORTH OF NURSERY AND 12.8 MILES EAST OF
 AX1691'CUERO.
 AX1691
 AX1691                          STATION RECOVERY (1961)
 AX1691
 AX1691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AX1691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0112 ***********************************************************************
 CA0112  DESIGNATION -  H 84
 CA0112  PID         -  CA0112
 CA0112  STATE/COUNTY-  TX/LAMPASAS
 CA0112  USGS QUAD   -  LOMETA (1959)
 CA0112
 CA0112                         *CURRENT SURVEY CONTROL
 CA0112  ___________________________________________________________________
 CA0112* NAD 83(1986)-  31 14 09.     (N)    098 24 09.     (W)     SCALED    
 CA0112* NAVD 88     -       443.767  (meters)    1455.93   (feet)  ADJUSTED  
 CA0112  ___________________________________________________________________
 CA0112  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CA0112  DYNAMIC HT  -         443.168 (meters)    1453.96  (feet)  COMP
 CA0112  MODELED GRAV-     979,277.3   (mgal)                       NAVD 88
 CA0112
 CA0112  VERT ORDER  -  FIRST     CLASS II
 CA0112
 CA0112.The horizontal coordinates were scaled from a topographic map and have
 CA0112.an estimated accuracy of +/- 6 seconds.
 CA0112
 CA0112.The orthometric height was determined by differential leveling
 CA0112.and adjusted by the National Geodetic Survey in June 1991..
 CA0112
 CA0112.The geoid height was determined by GEOID03.
 CA0112
 CA0112.The dynamic height is computed by dividing the NAVD 88
 CA0112.geopotential number by the normal gravity value computed on the
 CA0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0112.degrees latitude (g = 980.6199 gals.).
 CA0112
 CA0112.The modeled gravity was interpolated from observed gravity values.
 CA0112
 CA0112;                    North         East    Units  Estimated Accuracy
 CA0112;SPC TX C     - 3,175,550.      883,920.      MT  (+/- 180 meters Scaled)
 CA0112
 CA0112                          SUPERSEDED SURVEY CONTROL
 CA0112
 CA0112  NGVD 29 (??/??/92)  443.659  (m)         1455.57   (f) ADJ UNCH    1 2
 CA0112
 CA0112.Superseded values are not recommended for survey control.
 CA0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0112.See file dsdata.txt to determine how the superseded data were derived.
 CA0112
 CA0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV569558(NAD 83)
 CA0112_MARKER: DB = BENCH MARK DISK
 CA0112_SETTING: 0 = UNSPECIFIED SETTING
 CA0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0112
 CA0112  HISTORY     - Date     Condition        Report By
 CA0112  HISTORY     - UNK      MONUMENTED       CGS
 CA0112  HISTORY     - 1932     GOOD             NGS
 CA0112  HISTORY     - 1958     MARK NOT FOUND   USGS
 CA0112  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0112  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 CA0112
 CA0112                          STATION DESCRIPTION
 CA0112
 CA0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0112'1.4 MI NW FROM LOMETA.
 CA0112'1.4 MILE FROM STATION AT LOMETA ON THE G.C. AND SANTA FE R.R., MARK IS
 CA0112'75 FEET SOUTH OF THE TRACK, 175 FEET NORTH ROAD, 8 1/2 RAILS WEST OF
 CA0112'THE WEST END OF BRIDGE NO. 293-A, 2 POLES WEST MILE POLE NO. 293.
 CA0112
 CA0112                          STATION RECOVERY (1958)
 CA0112
 CA0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CA0112'MARK NOT FOUND.
 CA0112
 CA0112                          STATION RECOVERY (1983)
 CA0112
 CA0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0112'MARK NOT FOUND.
 CA0112
 CA0112                          STATION RECOVERY (2002)
 CA0112
 CA0112'RECOVERY NOTE BY US POWER SQUADRON 2002 (AH)
 CA0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0173 ***********************************************************************
 AY0173  DESIGNATION -  H 840
 AY0173  PID         -  AY0173
 AY0173  STATE/COUNTY-  TX/GUADALUPE
 AY0173  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0173
 AY0173                         *CURRENT SURVEY CONTROL
 AY0173  ___________________________________________________________________
 AY0173* NAD 83(1986)-  29 39 14.     (N)    098 10 49.     (W)     SCALED    
 AY0173* NAVD 88     -       221.95   (+/-2cm)     728.2    (feet)  VERTCON   
 AY0173  ___________________________________________________________________
 AY0173  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AY0173
 AY0173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0173
 AY0173.The horizontal coordinates were scaled from a topographic map and have
 AY0173.an estimated accuracy of +/- 6 seconds.
 AY0173
 AY0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0173.The vertical order pertains to the NGVD 29 superseded value.
 AY0173
 AY0173.The geoid height was determined by GEOID03.
 AY0173
 AY0173;                    North         East    Units  Estimated Accuracy
 AY0173;SPC TXSC     - 4,202,050.      679,360.      MT  (+/- 180 meters Scaled)
 AY0173
 AY0173                          SUPERSEDED SURVEY CONTROL
 AY0173
 AY0173  NGVD 29 (??/??/92)  221.841  (m)          727.82   (f) ADJ UNCH    2 0
 AY0173
 AY0173.Superseded values are not recommended for survey control.
 AY0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0173.See file dsdata.txt to determine how the superseded data were derived.
 AY0173
 AY0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT793807(NAD 83)
 AY0173_MARKER: DB = BENCH MARK DISK
 AY0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0173_STAMPING: H 840 1943
 AY0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0173+STABILITY: SURFACE MOTION
 AY0173
 AY0173  HISTORY     - Date     Condition        Report By
 AY0173  HISTORY     - 1943     MONUMENTED       CGS
 AY0173  HISTORY     - 1956     GOOD             NGS
 AY0173  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0173  HISTORY     - 1988     GOOD             USPSQD
 AY0173  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0173
 AY0173                          STATION DESCRIPTION
 AY0173
 AY0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0173'5.5 MI SW FROM NEW BRAUMFELS.
 AY0173'TO REACH FROM THE COURTHOUSE IN NEW BRAUNFELS, FOLLOW U.S. HIGHWAY 81
 AY0173'SOUTHWEST FOR 4-1/2 MILES TO THE VILLAGE OF SOLMS.  KEEP ON THE
 AY0173'HIGHWAY FOR ABOUT 3/4 MILE TO A PAVED ROAD ON THE LEFT, TURN LEFT ON
 AY0173'THE PAVED ROAD AND GO ABOUT 1/4 MILE TO A POWER LINE.  THE MARK IS ON
 AY0173'THE NORTH SIDE OF THE ROAD, AND 3 FEET INSIDE A FENCE ON THE HENRY
 AY0173'STAHL PROPERTY.  NOTE-- THIS MARK WAS ORIGINALLY DESCRIBED AS BEING
 AY0173'7.3 MILES NORTHWEST OF MARION.
 AY0173
 AY0173                          STATION RECOVERY (1980)
 AY0173
 AY0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0173'SEARCHED FOR, NOT RECOVERED.
 AY0173
 AY0173                          STATION RECOVERY (1988)
 AY0173
 AY0173'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0173'RECOVERED IN GOOD CONDITION.
 AY0173
 AY0173                          STATION RECOVERY (1999)
 AY0173
 AY0173'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1138 ***********************************************************************
 AX1138  DESIGNATION -  H 841
 AX1138  PID         -  AX1138
 AX1138  STATE/COUNTY-  TX/FAYETTE
 AX1138  USGS QUAD   -  AMMANNSVILLE (1981)
 AX1138
 AX1138                         *CURRENT SURVEY CONTROL
 AX1138  ___________________________________________________________________
 AX1138* NAD 83(1986)-  29 48 51.     (N)    096 47 28.     (W)     SCALED    
 AX1138* NAVD 88     -        72.72   (+/-2cm)     238.6    (feet)  VERTCON   
 AX1138  ___________________________________________________________________
 AX1138  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX1138
 AX1138  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1138
 AX1138.The horizontal coordinates were scaled from a topographic map and have
 AX1138.an estimated accuracy of +/- 6 seconds.
 AX1138
 AX1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1138.The vertical order pertains to the NGVD 29 superseded value.
 AX1138
 AX1138.The geoid height was determined by GEOID03.
 AX1138
 AX1138;                    North         East    Units  Estimated Accuracy
 AX1138;SPC TXSC     - 4,221,550.      813,490.      MT  (+/- 180 meters Scaled)
 AX1138
 AX1138                          SUPERSEDED SURVEY CONTROL
 AX1138
 AX1138  NGVD 29 (??/??/92)   72.682  (m)          238.46   (f) ADJ UNCH    2 0
 AX1138
 AX1138.Superseded values are not recommended for survey control.
 AX1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1138.See file dsdata.txt to determine how the superseded data were derived.
 AX1138
 AX1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU134002(NAD 83)
 AX1138_MARKER: DB = BENCH MARK DISK
 AX1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1138_STAMPING: H 841 1943
 AX1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1138+STABILITY: SURFACE MOTION
 AX1138
 AX1138  HISTORY     - Date     Condition        Report By
 AX1138  HISTORY     - 1943     MONUMENTED       CGS
 AX1138  HISTORY     - 1967     MARK NOT FOUND   USGS
 AX1138  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AX1138
 AX1138                          STATION DESCRIPTION
 AX1138
 AX1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1138'1.0 MI N FROM HOLMAN.
 AX1138'TO REACH FROM THE CATHOLIC CHURCH AT HOLMAN, PROCEED 1.0 MILE
 AX1138'NORTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1138'0.25 MILE SOUTH OF THE INTERSECTION OF A GRAVEL CROSS ROAD.  IT IS
 AX1138'28.5 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1138'THE ROAD, 14.5 FEET NORTH OF R.E.A. CO-OP POLE NO. 3/151 AND 2.8 FEET
 AX1138'SOUTH FO A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1
 AX1138'FOOT.
 AX1138
 AX1138                          STATION RECOVERY (1967)
 AX1138
 AX1138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AX1138'MARK NOT FOUND.
 AX1138
 AX1138                          STATION RECOVERY (2004)
 AX1138
 AX1138'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1209 ***********************************************************************
 AX1209  DESIGNATION -  H 842
 AX1209  PID         -  AX1209
 AX1209  STATE/COUNTY-  TX/FAYETTE
 AX1209  USGS QUAD   -  SWISS ALP (1981)
 AX1209
 AX1209                         *CURRENT SURVEY CONTROL
 AX1209  ___________________________________________________________________
 AX1209* NAD 83(1986)-  29 46 07.     (N)    096 59 31.     (W)     SCALED    
 AX1209* NAVD 88     -       107.08   (+/-2cm)     351.3    (feet)  VERTCON   
 AX1209  ___________________________________________________________________
 AX1209  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AX1209
 AX1209  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1209
 AX1209.The horizontal coordinates were scaled from a topographic map and have
 AX1209.an estimated accuracy of +/- 6 seconds.
 AX1209
 AX1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1209.The vertical order pertains to the NGVD 29 superseded value.
 AX1209
 AX1209.The geoid height was determined by GEOID03.
 AX1209
 AX1209;                    North         East    Units  Estimated Accuracy
 AX1209;SPC TXSC     - 4,216,150.      794,170.      MT  (+/- 180 meters Scaled)
 AX1209
 AX1209                          SUPERSEDED SURVEY CONTROL
 AX1209
 AX1209  NGVD 29 (??/??/92)  107.039  (m)          351.18   (f) ADJ UNCH    2 0
 AX1209
 AX1209.Superseded values are not recommended for survey control.
 AX1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1209.See file dsdata.txt to determine how the superseded data were derived.
 AX1209
 AX1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT941948(NAD 83)
 AX1209_MARKER: DB = BENCH MARK DISK
 AX1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1209_STAMPING: H 842 1943
 AX1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1209+STABILITY: SURFACE MOTION
 AX1209
 AX1209  HISTORY     - Date     Condition        Report By
 AX1209  HISTORY     - 1943     MONUMENTED       CGS
 AX1209  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1209  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AX1209
 AX1209                          STATION DESCRIPTION
 AX1209
 AX1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1209'8.0 MI SE FROM MULDOON.
 AX1209'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1209'STATION AT MULDOON, PROCEED 4.85 MILES SOUTHEASTERLY ALONG A SAND
 AX1209'STONE ROAD TO THE INTERSECTION OF A SAND STONE ROAD LEADING SOUTH,
 AX1209'THENCE 1.05 MILE SOUTHERLY ALONG A SAND STONE ROAD TO THE INTERSECTION
 AX1209'OF A DIRT ROAD LEADING EAST TO FREYBURG, THENCE 2.1 MILES EASTERLY
 AX1209'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 102.0 YARDS
 AX1209'EAST OF AND ACROSS THE ROAD FROM THE CENTERLINE OF A SMALL DIRT ROAD
 AX1209'LEADING SOUTH.  IT IS 22.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE
 AX1209'CENTERLINE OF THE ROAD, 1.9 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE
 AX1209'AND 2.5 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AX1209'PROJECTS 0.1 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 2.2 MILES NORTHWEST
 AX1209'OF GLECKLERS STORE AT FREYBURG.
 AX1209
 AX1209                          STATION RECOVERY (1997)
 AX1209
 AX1209'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1209'MARK NOT FOUND.
 AX1209
 AX1209                          STATION RECOVERY (2004)
 AX1209
 AX1209'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1113 ***********************************************************************
 AX1113  DESIGNATION -  H 843
 AX1113  PID         -  AX1113
 AX1113  STATE/COUNTY-  TX/COLORADO
 AX1113  USGS QUAD   -  COLUMBUS (1981)
 AX1113
 AX1113                         *CURRENT SURVEY CONTROL
 AX1113  ___________________________________________________________________
 AX1113* NAD 83(1986)-  29 41 25.     (N)    096 34 42.     (W)     SCALED    
 AX1113* NAVD 88     -        68.20   (+/-2cm)     223.8    (feet)  VERTCON   
 AX1113  ___________________________________________________________________
 AX1113  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1113
 AX1113  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1113
 AX1113.The horizontal coordinates were scaled from a topographic map and have
 AX1113.an estimated accuracy of +/- 6 seconds.
 AX1113
 AX1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1113.The vertical order pertains to the NGVD 29 superseded value.
 AX1113
 AX1113.The geoid height was determined by GEOID03.
 AX1113
 AX1113;                    North         East    Units  Estimated Accuracy
 AX1113;SPC TXSC     - 4,208,230.      834,340.      MT  (+/- 180 meters Scaled)
 AX1113
 AX1113                          SUPERSEDED SURVEY CONTROL
 AX1113
 AX1113  NGVD 29 (??/??/92)   68.176  (m)          223.67   (f) ADJ UNCH    2 0
 AX1113
 AX1113.Superseded values are not recommended for survey control.
 AX1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1113.See file dsdata.txt to determine how the superseded data were derived.
 AX1113
 AX1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT343869(NAD 83)
 AX1113_MARKER: DB = BENCH MARK DISK
 AX1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1113_STAMPING: H 843 1943
 AX1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1113+STABILITY: SURFACE MOTION
 AX1113
 AX1113  HISTORY     - Date     Condition        Report By
 AX1113  HISTORY     - 1943     MONUMENTED       CGS
 AX1113  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1113
 AX1113                          STATION DESCRIPTION
 AX1113
 AX1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1113'1.3 MI S FROM GLIDDEN.
 AX1113'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1113'STATION AT GLIDDEN, PROCEED 0.4 MILE EASTERLY ALONG U.S. HIGHWAY NO.
 AX1113'90 TO THE INTERSECTION OF A GRAVEL ROAD LEADING SOUTH, THENCE 0.9 MILE
 AX1113'SOUTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1113'0.2 MILE SOUTH OF THE INTERSECTION OF A GRAVEL CROSS ROAD.  IT IS 0.1
 AX1113'MILE NORTH OF A DOUBLE TURN IN THE ROAD, 26.3 FEET EAST OF AND ABOUT
 AX1113'1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 7.0 FEET EAST OF THE EAST
 AX1113'RIGHT-OF-WAY FENCE AND 2.4 FEET SOUTH OF A 4X4 INCH WHITE WOODEN
 AX1113'MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AX1113
 AX1113                          STATION RECOVERY (2004)
 AX1113
 AX1113'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1162 ***********************************************************************
 AX1162  DESIGNATION -  H 844
 AX1162  PID         -  AX1162
 AX1162  STATE/COUNTY-  TX/COLORADO
 AX1162  USGS QUAD   -  OAKLAND (1981)
 AX1162
 AX1162                         *CURRENT SURVEY CONTROL
 AX1162  ___________________________________________________________________
 AX1162* NAD 83(1986)-  29 34 19.     (N)    096 46 19.     (W)     SCALED    
 AX1162* NAVD 88     -        89.90   (+/-2cm)     294.9    (feet)  VERTCON   
 AX1162  ___________________________________________________________________
 AX1162  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1162
 AX1162  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1162
 AX1162.The horizontal coordinates were scaled from a topographic map and have
 AX1162.an estimated accuracy of +/- 6 seconds.
 AX1162
 AX1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1162.The vertical order pertains to the NGVD 29 superseded value.
 AX1162
 AX1162.The geoid height was determined by GEOID03.
 AX1162
 AX1162;                    North         East    Units  Estimated Accuracy
 AX1162;SPC TXSC     - 4,194,740.      815,850.      MT  (+/- 180 meters Scaled)
 AX1162
 AX1162                          SUPERSEDED SURVEY CONTROL
 AX1162
 AX1162  NGVD 29 (??/??/92)   89.884  (m)          294.89   (f) ADJ UNCH    2 0
 AX1162
 AX1162.Superseded values are not recommended for survey control.
 AX1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1162.See file dsdata.txt to determine how the superseded data were derived.
 AX1162
 AX1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT158734(NAD 83)
 AX1162_MARKER: DB = BENCH MARK DISK
 AX1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1162_STAMPING: H 844 1943
 AX1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1162+STABILITY: SURFACE MOTION
 AX1162
 AX1162  HISTORY     - Date     Condition        Report By
 AX1162  HISTORY     - 1943     MONUMENTED       CGS
 AX1162  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1162  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AX1162  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1162
 AX1162                          STATION DESCRIPTION
 AX1162
 AX1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1162'10.75 MI S FROM WEIMAR.
 AX1162'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1162'ALONG U.S. HIGHWAY NO.90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1162'THENCE 10.5 MILES SOUTHERLY ALONG THE SUBLIME ROAD TO A CURVE AND SITE
 AX1162'OF BENCH MARK.  BENCH MARK IS 26.5 FEET EAST OF AND ABOUT 3.0 FEET
 AX1162'ABOVE THE CENTERLINE OF THE ROAD.  IT IS 28.0 FEET SOUTH OF THE
 AX1162'CENTERLINE OF A 2.5 FOOT OAK TREE, 5.8 FEET NORTHWEST OF A 1.5 FOOT
 AX1162'MESQUITE TREE AND 3.0 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER
 AX1162'POST.  MONUMENT PROJECTS 0.1 FOOT.
 AX1162
 AX1162                          STATION RECOVERY (1965)
 AX1162
 AX1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1162'MARK NOT FOUND.
 AX1162
 AX1162                          STATION RECOVERY (2002)
 AX1162
 AX1162'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1162'MARK NOT FOUND.
 AX1162
 AX1162                          STATION RECOVERY (2004)
 AX1162
 AX1162'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0968 ***********************************************************************
 AX0968  DESIGNATION -  H 845
 AX0968  PID         -  AX0968
 AX0968  STATE/COUNTY-  TX/LAVACA
 AX0968  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0968
 AX0968                         *CURRENT SURVEY CONTROL
 AX0968  ___________________________________________________________________
 AX0968* NAD 83(1986)-  29 29 57.     (N)    096 55 29.     (W)     SCALED    
 AX0968* NAVD 88     -       100.11   (+/-2cm)     328.4    (feet)  VERTCON   
 AX0968  ___________________________________________________________________
 AX0968  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0968
 AX0968  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0968
 AX0968.The horizontal coordinates were scaled from a topographic map and have
 AX0968.an estimated accuracy of +/- 6 seconds.
 AX0968
 AX0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0968.The vertical order pertains to the NGVD 29 superseded value.
 AX0968
 AX0968.The geoid height was determined by GEOID03.
 AX0968
 AX0968;                    North         East    Units  Estimated Accuracy
 AX0968;SPC TXSC     - 4,186,400.      801,200.      MT  (+/- 180 meters Scaled)
 AX0968
 AX0968                          SUPERSEDED SURVEY CONTROL
 AX0968
 AX0968  NGVD 29 (??/??/92)  100.10   (m)          328.4    (f) COMPUTED    2 0
 AX0968
 AX0968.Superseded values are not recommended for survey control.
 AX0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0968.See file dsdata.txt to determine how the superseded data were derived.
 AX0968
 AX0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT011650(NAD 83)
 AX0968_MARKER: DB = BENCH MARK DISK
 AX0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0968_SP_SET: CULVERT
 AX0968_STAMPING: H 845 1943
 AX0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0968
 AX0968  HISTORY     - Date     Condition        Report By
 AX0968  HISTORY     - 1943     MONUMENTED       CGS
 AX0968  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0968
 AX0968                          STATION DESCRIPTION
 AX0968
 AX0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0968'13.55 MI S FROM SCHULENBURG.
 AX0968'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY
 AX0968'NO.77 AT SCHULENBURG, PROCEED 13.55 MILES SOUTHERLY ALONG U.S. HIGHWAY
 AX0968'NO.77 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX0968'HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 AX0968'6X12 FOOT DOUBLE CONCRETE BOX CULVERT UNDER THE HIGHWAY. IT IS 12.4
 AX0968'FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX0968'NOTE-- 4.2 MI N OF CITY HALL AT HALLETTSVILLE.
 AX0968
 AX0968                          STATION RECOVERY (1997)
 AX0968
 AX0968'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0969 ***********************************************************************
 AX0969  DESIGNATION -  H 845 RESET 1956
 AX0969  PID         -  AX0969
 AX0969  STATE/COUNTY-  TX/LAVACA
 AX0969  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0969
 AX0969                         *CURRENT SURVEY CONTROL
 AX0969  ___________________________________________________________________
 AX0969* NAD 83(1986)-  29 29 58.     (N)    096 55 29.     (W)     SCALED    
 AX0969* NAVD 88     -        99.954  (meters)     327.93   (feet)  ADJUSTED  
 AX0969  ___________________________________________________________________
 AX0969  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0969  DYNAMIC HT  -          99.814 (meters)     327.47  (feet)  COMP
 AX0969  MODELED GRAV-     979,237.9   (mgal)                       NAVD 88
 AX0969
 AX0969  VERT ORDER  -  FIRST     CLASS I
 AX0969
 AX0969.The horizontal coordinates were scaled from a topographic map and have
 AX0969.an estimated accuracy of +/- 6 seconds.
 AX0969
 AX0969.The orthometric height was determined by differential leveling
 AX0969.and adjusted by the National Geodetic Survey in June 1991..
 AX0969
 AX0969.The geoid height was determined by GEOID03.
 AX0969
 AX0969.The dynamic height is computed by dividing the NAVD 88
 AX0969.geopotential number by the normal gravity value computed on the
 AX0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0969.degrees latitude (g = 980.6199 gals.).
 AX0969
 AX0969.The modeled gravity was interpolated from observed gravity values.
 AX0969
 AX0969;                    North         East    Units  Estimated Accuracy
 AX0969;SPC TXSC     - 4,186,430.      801,200.      MT  (+/- 180 meters Scaled)
 AX0969
 AX0969                          SUPERSEDED SURVEY CONTROL
 AX0969
 AX0969  NGVD 29 (??/??/92)   99.941  (m)          327.89   (f) ADJ UNCH    1 1
 AX0969
 AX0969.Superseded values are not recommended for survey control.
 AX0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0969.See file dsdata.txt to determine how the superseded data were derived.
 AX0969
 AX0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT011651(NAD 83)
 AX0969_MARKER: DB = BENCH MARK DISK
 AX0969_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0969_SP_SET: CULVERT
 AX0969_STAMPING: H 845 RESET 1956
 AX0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0969
 AX0969  HISTORY     - Date     Condition        Report By
 AX0969  HISTORY     - 1956     MONUMENTED       CGS
 AX0969  HISTORY     - 1972     GOOD             NGS
 AX0969  HISTORY     - 1990     GOOD             USPSQD
 AX0969  HISTORY     - 19970607 GOOD             USPSQD
 AX0969
 AX0969                          STATION DESCRIPTION
 AX0969
 AX0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0969'4.1 MI N FROM HALLETTSVILLE.
 AX0969'ABOUT 4.1 MILES NORTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF U.
 AX0969'S. HIGHWAY 90A AT HALLETTSVILLE, 87 FEET NORTH OF THE EXTENDED CENTER
 AX0969'LINE OF A GRAVEL ROAD LEADING WEST, 22 1/2 FEET EAST OF THE CENTER
 AX0969'LINE OF THE HIGHWAY, SET ON THE TOP OF THE CENTER OF THE EAST CONCRETE
 AX0969'HEADWALL FOR A DOUBLE CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY AND
 AX0969'1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AX0969
 AX0969                          STATION RECOVERY (1990)
 AX0969
 AX0969'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0969'RECOVERED IN GOOD CONDITION.
 AX0969
 AX0969                          STATION RECOVERY (1997)
 AX0969
 AX0969'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1498 ***********************************************************************
 AX1498  DESIGNATION -  H 846
 AX1498  PID         -  AX1498
 AX1498  STATE/COUNTY-  TX/LAVACA
 AX1498  USGS QUAD   -  MOULTON (1981)
 AX1498
 AX1498                         *CURRENT SURVEY CONTROL
 AX1498  ___________________________________________________________________
 AX1498* NAD 83(1986)-  29 34 03.     (N)    097 08 22.     (W)     SCALED    
 AX1498* NAVD 88     -       107.09   (+/-2cm)     351.3    (feet)  VERTCON   
 AX1498  ___________________________________________________________________
 AX1498  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AX1498
 AX1498  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1498
 AX1498.The horizontal coordinates were scaled from a topographic map and have
 AX1498.an estimated accuracy of +/- 6 seconds.
 AX1498
 AX1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1498.The vertical order pertains to the NGVD 29 superseded value.
 AX1498
 AX1498.The geoid height was determined by GEOID03.
 AX1498
 AX1498;                    North         East    Units  Estimated Accuracy
 AX1498;SPC TXSC     - 4,193,630.      780,260.      MT  (+/- 180 meters Scaled)
 AX1498
 AX1498                          SUPERSEDED SURVEY CONTROL
 AX1498
 AX1498  NGVD 29 (??/??/92)  107.06   (m)          351.2    (f) COMPUTED    2 0
 AX1498
 AX1498.Superseded values are not recommended for survey control.
 AX1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1498.See file dsdata.txt to determine how the superseded data were derived.
 AX1498
 AX1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT802723(NAD 83)
 AX1498_MARKER: DB = BENCH MARK DISK
 AX1498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1498_SP_SET: BRIDGE
 AX1498_STAMPING: H 846 1943
 AX1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1498
 AX1498  HISTORY     - Date     Condition        Report By
 AX1498  HISTORY     - 1943     MONUMENTED       CGS
 AX1498  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1498
 AX1498                          STATION DESCRIPTION
 AX1498
 AX1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1498'0.75 MI E FROM MOULTON.
 AX1498'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1498'STATION AT MOULTON, PROCEED 0.45 MILE SOUTHERLY ALONG THE TRACK TO A
 AX1498'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 0.3 MILE EASTERLY ALONG
 AX1498'A DIRT ROAD TO THE EAST END OF A STEEL BRIDGE AND SITE OF BENCH MARK.
 AX1498'BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE SOUTHEAST
 AX1498'CONCRETE WINGWALL OF A 100.0 FOOT STEEL BRIDGE OVER A CREEK. IT IS
 AX1498'11.2 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1498'THE ROAD.
 AX1498
 AX1498                          STATION RECOVERY (1965)
 AX1498
 AX1498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0977 ***********************************************************************
 AX0977  DESIGNATION -  H 847
 AX0977  PID         -  AX0977
 AX0977  STATE/COUNTY-  TX/LAVACA
 AX0977  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0977
 AX0977                         *CURRENT SURVEY CONTROL
 AX0977  ___________________________________________________________________
 AX0977* NAD 83(1986)-  29 27 59.     (N)    096 56 23.     (W)     SCALED    
 AX0977* NAVD 88     -        92.43   (+/-2cm)     303.2    (feet)  VERTCON   
 AX0977  ___________________________________________________________________
 AX0977  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0977
 AX0977  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0977
 AX0977.The horizontal coordinates were scaled from a topographic map and have
 AX0977.an estimated accuracy of +/- 6 seconds.
 AX0977
 AX0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0977.The vertical order pertains to the NGVD 29 superseded value.
 AX0977
 AX0977.The geoid height was determined by GEOID03.
 AX0977
 AX0977;                    North         East    Units  Estimated Accuracy
 AX0977;SPC TXSC     - 4,182,750.      799,810.      MT  (+/- 180 meters Scaled)
 AX0977
 AX0977                          SUPERSEDED SURVEY CONTROL
 AX0977
 AX0977  NGVD 29 (??/??/92)   92.42   (m)          303.2    (f) COMPUTED    2 0
 AX0977
 AX0977.Superseded values are not recommended for survey control.
 AX0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0977.See file dsdata.txt to determine how the superseded data were derived.
 AX0977
 AX0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT997614(NAD 83)
 AX0977_MARKER: DB = BENCH MARK DISK
 AX0977_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0977_SP_SET: CULVERT
 AX0977_STAMPING: H 847 1943
 AX0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0977
 AX0977  HISTORY     - Date     Condition        Report By
 AX0977  HISTORY     - 1943     MONUMENTED       CGS
 AX0977  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0977  HISTORY     - 20050120 MARK NOT FOUND   USPSQD
 AX0977
 AX0977                          STATION DESCRIPTION
 AX0977
 AX0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0977'1.65 MI N FROM HALLETTSVILLE.
 AX0977'TO REACH FROM THE CITY HALL AT HALLETTSVILLE, PROCEED 1.65 MILE
 AX0977'NORTHERLY ALONG U.S. HIGHWAY NO.77 TO THE INTERSECTION OF A DIRT CROSS
 AX0977'ROAD AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AX0977'CENTER AND TOP OF THE WEST HEADWALL OF A 3X4 FOOT CONCRETE BOX CULVERT
 AX0977'UNDER THE HIGHWAY.  IT IS 20.0 FEET NORTH OF THE CENTERLINE OF A DIRT
 AX0977'CROSS ROAD, 17.3 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE
 AX0977'OF THE HIGHWAY.
 AX0977
 AX0977                          STATION RECOVERY (1997)
 AX0977
 AX0977'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0977'MARK NOT FOUND.
 AX0977
 AX0977                          STATION RECOVERY (2005)
 AX0977
 AX0977'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX0977'US 77 HAS BEEN WIDEN.  MARK WOULD BE ABOUT 7 TO 8 FEET FROM EDGE OF
 AX0977'BLACKTOP.   CULVERT NOT NEAR COORDINATES OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1773 ***********************************************************************
 AX1773  DESIGNATION -  H 848
 AX1773  PID         -  AX1773
 AX1773  STATE/COUNTY-  TX/GONZALES
 AX1773  USGS QUAD   -  CHEAPSIDE (1987)
 AX1773
 AX1773                         *CURRENT SURVEY CONTROL
 AX1773  ___________________________________________________________________
 AX1773* NAD 83(1986)-  29 18 06.     (N)    097 24 07.     (W)     SCALED    
 AX1773* NAVD 88     -        97.66   (+/-2cm)     320.4    (feet)  VERTCON   
 AX1773  ___________________________________________________________________
 AX1773  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AX1773
 AX1773  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1773
 AX1773.The horizontal coordinates were scaled from a topographic map and have
 AX1773.an estimated accuracy of +/- 6 seconds.
 AX1773
 AX1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1773.The vertical order pertains to the NGVD 29 superseded value.
 AX1773
 AX1773.The geoid height was determined by GEOID03.
 AX1773
 AX1773;                    North         East    Units  Estimated Accuracy
 AX1773;SPC TXSC     - 4,163,790.      755,230.      MT  (+/- 180 meters Scaled)
 AX1773
 AX1773                          SUPERSEDED SURVEY CONTROL
 AX1773
 AX1773  NGVD 29 (??/??/92)   97.644  (m)          320.35   (f) ADJ UNCH    2 0
 AX1773
 AX1773.Superseded values are not recommended for survey control.
 AX1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1773.See file dsdata.txt to determine how the superseded data were derived.
 AX1773
 AX1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT552424(NAD 83)
 AX1773_MARKER: DB = BENCH MARK DISK
 AX1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1773_STAMPING: H 848 1943
 AX1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1773+STABILITY: SURFACE MOTION
 AX1773
 AX1773  HISTORY     - Date     Condition        Report By
 AX1773  HISTORY     - 1943     MONUMENTED       CGS
 AX1773
 AX1773                          STATION DESCRIPTION
 AX1773
 AX1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1773'2.2 MI N FROM CHEAPSIDE.
 AX1773'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 0.2 MILE NORTHEAST. ALONG
 AX1773'DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING NORTH, THENCE 2
 AX1773'MILES NORTH ALONG A DIRT ROAD TO THE INTERSECTION OF A GRAVEL ROAD
 AX1773'LEADING NORTHEAST AND SITE OF BENCH MARK.  BENCH MARK IS 20.5 FEET
 AX1773'SOUTHWEST OF AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF THE ROAD AND IN
 AX1773'LINE TANGENT WITH THE CENTERLINE OF A GRAVEL ROAD LEADING NORTHEAST.
 AX1773'IT IS 3 FEET SOUTHEAST OF 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AX1773'PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2105 ***********************************************************************
 AX2105  DESIGNATION -  H 849
 AX2105  PID         -  AX2105
 AX2105  STATE/COUNTY-  TX/GONZALES
 AX2105  USGS QUAD   -  PILGRIM (1987)
 AX2105
 AX2105                         *CURRENT SURVEY CONTROL
 AX2105  ___________________________________________________________________
 AX2105* NAD 83(1986)-  29 20 32.     (N)    097 35 40.     (W)     SCALED    
 AX2105* NAVD 88     -        77.88   (+/-2cm)     255.5    (feet)  VERTCON   
 AX2105  ___________________________________________________________________
 AX2105  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AX2105
 AX2105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2105
 AX2105.The horizontal coordinates were scaled from a topographic map and have
 AX2105.an estimated accuracy of +/- 6 seconds.
 AX2105
 AX2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2105.The vertical order pertains to the NGVD 29 superseded value.
 AX2105
 AX2105.The geoid height was determined by GEOID03.
 AX2105
 AX2105;                    North         East    Units  Estimated Accuracy
 AX2105;SPC TXSC     - 4,168,050.      736,480.      MT  (+/- 180 meters Scaled)
 AX2105
 AX2105                          SUPERSEDED SURVEY CONTROL
 AX2105
 AX2105  NGVD 29 (??/??/92)   77.848  (m)          255.41   (f) ADJ UNCH    2 0
 AX2105
 AX2105.Superseded values are not recommended for survey control.
 AX2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2105.See file dsdata.txt to determine how the superseded data were derived.
 AX2105
 AX2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT364467(NAD 83)
 AX2105_MARKER: DB = BENCH MARK DISK
 AX2105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2105_SP_SET: CULVERT
 AX2105_STAMPING: H 849 1943
 AX2105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2105
 AX2105  HISTORY     - Date     Condition        Report By
 AX2105  HISTORY     - 1943     MONUMENTED       CGS
 AX2105
 AX2105                          STATION DESCRIPTION
 AX2105
 AX2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2105'3.1 MI SW FROM WRIGHTSBORO.
 AX2105'TO REACH FROM THE P.O. AT WRIGHTSBORO, PROCEED 3.1 MI. S.W. ALONG
 AX2105'GRAVEL ROAD TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK
 AX2105'IS SET HORIZONTALLY IN THE TOP OF THE NORTHEAST END OF THE S.E.
 AX2105'HEADWALL OF A 3X4 FOOT CONCRETE BOX CULVERT UNDER THE ROAD.  IT IS 92
 AX2105'YARDS N.E. OF THE CENTERLINE OF A 50 FOOT STEEL BRIDGE OVER A CREEK,
 AX2105'8.2 FEET S.E. OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX2105'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0269 ***********************************************************************
 CA0269  DESIGNATION -  H 85
 CA0269  PID         -  CA0269
 CA0269  STATE/COUNTY-  TX/BROWN
 CA0269  USGS QUAD   -  ZEPHYR (1979)
 CA0269
 CA0269                         *CURRENT SURVEY CONTROL
 CA0269  ___________________________________________________________________
 CA0269* NAD 83(1986)-  31 41 09.     (N)    098 49 22.     (W)     SCALED    
 CA0269* NAVD 88     -       454.490  (meters)    1491.11   (feet)  ADJUSTED  
 CA0269  ___________________________________________________________________
 CA0269  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CA0269  DYNAMIC HT  -         453.897 (meters)    1489.16  (feet)  COMP
 CA0269  MODELED GRAV-     979,321.8   (mgal)                       NAVD 88
 CA0269
 CA0269  VERT ORDER  -  FIRST     CLASS II
 CA0269
 CA0269.The horizontal coordinates were scaled from a topographic map and have
 CA0269.an estimated accuracy of +/- 6 seconds.
 CA0269
 CA0269.The orthometric height was determined by differential leveling
 CA0269.and adjusted by the National Geodetic Survey in June 1991..
 CA0269
 CA0269.The geoid height was determined by GEOID03.
 CA0269
 CA0269.The dynamic height is computed by dividing the NAVD 88
 CA0269.geopotential number by the normal gravity value computed on the
 CA0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0269.degrees latitude (g = 980.6199 gals.).
 CA0269
 CA0269.The modeled gravity was interpolated from observed gravity values.
 CA0269
 CA0269;                    North         East    Units  Estimated Accuracy
 CA0269;SPC TX C     - 3,224,810.      843,210.      MT  (+/- 180 meters Scaled)
 CA0269
 CA0269                          SUPERSEDED SURVEY CONTROL
 CA0269
 CA0269  NGVD 29 (??/??/92)  454.393  (m)         1490.79   (f) ADJ UNCH    1 2
 CA0269
 CA0269.Superseded values are not recommended for survey control.
 CA0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0269.See file dsdata.txt to determine how the superseded data were derived.
 CA0269
 CA0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA167056(NAD 83)
 CA0269_MARKER: DB = BENCH MARK DISK
 CA0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0269_SP_SET: FENCE CORNER
 CA0269_MARK LOGO: CGS   
 CA0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0269
 CA0269  HISTORY     - Date     Condition        Report By
 CA0269  HISTORY     - UNK      MONUMENTED       CGS
 CA0269  HISTORY     - 1932     GOOD             NGS
 CA0269  HISTORY     - 1934     GOOD             NGS
 CA0269  HISTORY     - 1983     GOOD             NGS
 CA0269
 CA0269                          STATION DESCRIPTION
 CA0269
 CA0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0269'10 MI S FROM BROWNWOOD.
 CA0269'10 MILES SOUTH OF THE STATION AT BROWNWOOD.  ON THE G.C. AND SANTA FE
 CA0269'R.R., 45 FEET WEST OF THE TRACK ON THE FENCE LINE, IN CORNER OF THE
 CA0269'FENCE RUNNING TO THE CATTLE GUARD, 2 POLES NORTH OF MILE POLE NO. 338,
 CA0269'40 FEET SOUTH OF THE SIDE-ROAD GRADE CROSSING.
 CA0269
 CA0269                          STATION RECOVERY (1934)
 CA0269
 CA0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0269'RECOVERED IN GOOD CONDITION.
 CA0269
 CA0269                          STATION RECOVERY (1983)
 CA0269
 CA0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0269'RECOVERED THIS DATE.  NOTE, ADD 1.0 METER (3.3 FT) NORTH OF A FENCE
 CA0269'CORNER AND 0.3 METER (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0490 ***********************************************************************
 AX0490  DESIGNATION -  H 852
 AX0490  PID         -  AX0490
 AX0490  STATE/COUNTY-  TX/WHARTON
 AX0490  USGS QUAD   -  LOUISE (1981)
 AX0490
 AX0490                         *CURRENT SURVEY CONTROL
 AX0490  ___________________________________________________________________
 AX0490* NAD 83(1986)-  29 07 16.     (N)    096 24 15.     (W)     SCALED    
 AX0490* NAVD 88     -        25.87   (+/-2cm)      84.9    (feet)  VERTCON   
 AX0490  ___________________________________________________________________
 AX0490  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0490
 AX0490  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0490
 AX0490.The horizontal coordinates were scaled from a topographic map and have
 AX0490.an estimated accuracy of +/- 6 seconds.
 AX0490
 AX0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0490.The vertical order pertains to the NGVD 29 superseded value.
 AX0490
 AX0490.The geoid height was determined by GEOID03.
 AX0490
 AX0490;                    North         East    Units  Estimated Accuracy
 AX0490;SPC TXSC     - 4,145,520.      852,590.      MT  (+/- 180 meters Scaled)
 AX0490
 AX0490                          SUPERSEDED SURVEY CONTROL
 AX0490
 AX0490  NGVD 29 (??/??/92)   25.874  (m)           84.89   (f) ADJ UNCH    2 0
 AX0490
 AX0490.Superseded values are not recommended for survey control.
 AX0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0490.See file dsdata.txt to determine how the superseded data were derived.
 AX0490
 AX0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT525241(NAD 83)
 AX0490_MARKER: DB = BENCH MARK DISK
 AX0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0490_STAMPING: H-852 1943
 AX0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0490+STABILITY: SURFACE MOTION
 AX0490
 AX0490  HISTORY     - Date     Condition        Report By
 AX0490  HISTORY     - 1943     MONUMENTED       CGS
 AX0490
 AX0490                          STATION DESCRIPTION
 AX0490
 AX0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0490'1.0 MI N FROM LOUISE.
 AX0490'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE STATION AT
 AX0490'LOUISE, THENCE 0.5 MILE NORTH ALONG THE COUNTY ROAD, SET AT THE
 AX0490'SOUTHEAST CORNER OF A FIELD, 0.3 MILE NORTH OF A SIDE ROAD LEADING
 AX0490'SOUTHWEST, 40 FEET WEST OF THE CENTER-LINE OF THE ROAD, 9.2 FEET
 AX0490'SOUTHWEST OF THE CORNER FENCE POST, 1.5 FEET EAST OF REFERENCE POST.
 AX0490'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AX0490'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0727 ***********************************************************************
 AX0727  DESIGNATION -  H 853
 AX0727  PID         -  AX0727
 AX0727  STATE/COUNTY-  TX/WHARTON
 AX0727  USGS QUAD   -  SHERIDAN SE (1981)
 AX0727
 AX0727                         *CURRENT SURVEY CONTROL
 AX0727  ___________________________________________________________________
 AX0727* NAD 83(1986)-  29 15 25.     (N)    096 34 11.     (W)     SCALED    
 AX0727* NAVD 88     -        39.28   (+/-2cm)     128.9    (feet)  VERTCON   
 AX0727  ___________________________________________________________________
 AX0727  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0727
 AX0727  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0727
 AX0727.The horizontal coordinates were scaled from a topographic map and have
 AX0727.an estimated accuracy of +/- 6 seconds.
 AX0727
 AX0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0727.The vertical order pertains to the NGVD 29 superseded value.
 AX0727
 AX0727.The geoid height was determined by GEOID03.
 AX0727
 AX0727;                    North         East    Units  Estimated Accuracy
 AX0727;SPC TXSC     - 4,160,230.      836,170.      MT  (+/- 180 meters Scaled)
 AX0727
 AX0727                          SUPERSEDED SURVEY CONTROL
 AX0727
 AX0727  NGVD 29 (??/??/92)   39.276  (m)          128.86   (f) ADJ UNCH    2 0
 AX0727
 AX0727.Superseded values are not recommended for survey control.
 AX0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0727.See file dsdata.txt to determine how the superseded data were derived.
 AX0727
 AX0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT361389(NAD 83)
 AX0727_MARKER: DB = BENCH MARK DISK
 AX0727_SETTING: 0 = UNSPECIFIED SETTING
 AX0727_STAMPING: H 853 1943
 AX0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0727
 AX0727  HISTORY     - Date     Condition        Report By
 AX0727  HISTORY     - 1943     MONUMENTED       CGS
 AX0727  HISTORY     - 1965     MARK NOT FOUND   NGS
 AX0727
 AX0727                          STATION DESCRIPTION
 AX0727
 AX0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0727'5.3 MI SE FROM PROVIDENT CITY.
 AX0727'5.3 MI. S.E. ALONG THE COUNTY ROAD FROM THE P.O. AT PROVIDENT CITY,
 AX0727'SET AT A 90-DEGREE TURN FROM THE E. TO THE N., 34 FEET N. OF THE
 AX0727'CENTERLINE OF ROAD LEADING E., 33 FEET E. OF CENTERLINE OF ROAD
 AX0727'LEADING NW, 32.6 FEET N.W. OF THE N.W. CORNER OF THE CATTLE GUARD, 4.7
 AX0727'FEET S.E. OF THE CORNER FENCE POST, 1.6 FEET E. OF THE REFERENCE POST.
 AX0727'PROJECTS 0.2 FOOT.
 AX0727
 AX0727                          STATION RECOVERY (1965)
 AX0727
 AX0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AX0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1762 ***********************************************************************
 AX1762  DESIGNATION -  H 855
 AX1762  PID         -  AX1762
 AX1762  STATE/COUNTY-  TX/GONZALES
 AX1762  USGS QUAD   -  CHEAPSIDE (1987)
 AX1762
 AX1762                         *CURRENT SURVEY CONTROL
 AX1762  ___________________________________________________________________
 AX1762* NAD 83(1986)-  29 19 59.     (N)    097 29 32.     (W)     SCALED    
 AX1762* NAVD 88     -        84.71   (+/-2cm)     277.9    (feet)  VERTCON   
 AX1762  ___________________________________________________________________
 AX1762  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AX1762
 AX1762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1762
 AX1762.The horizontal coordinates were scaled from a topographic map and have
 AX1762.an estimated accuracy of +/- 6 seconds.
 AX1762
 AX1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1762.The vertical order pertains to the NGVD 29 superseded value.
 AX1762
 AX1762.The geoid height was determined by GEOID03.
 AX1762
 AX1762;                    North         East    Units  Estimated Accuracy
 AX1762;SPC TXSC     - 4,167,150.      746,420.      MT  (+/- 180 meters Scaled)
 AX1762
 AX1762                          SUPERSEDED SURVEY CONTROL
 AX1762
 AX1762  NGVD 29 (??/??/92)   84.685  (m)          277.84   (f) ADJ UNCH    2 0
 AX1762
 AX1762.Superseded values are not recommended for survey control.
 AX1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1762.See file dsdata.txt to determine how the superseded data were derived.
 AX1762
 AX1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT463458(NAD 83)
 AX1762_MARKER: DB = BENCH MARK DISK
 AX1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1762_STAMPING: H 855 1943
 AX1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1762+STABILITY: SURFACE MOTION
 AX1762
 AX1762  HISTORY     - Date     Condition        Report By
 AX1762  HISTORY     - 1943     MONUMENTED       CGS
 AX1762  HISTORY     - 1960     MARK NOT FOUND   NGS
 AX1762
 AX1762                          STATION DESCRIPTION
 AX1762
 AX1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 AX1762'6.45 MI SE FROM WRIGHTSBORO.
 AX1762'TO REACH FROM THE SCHOOL BUILDING AT WRIGHTSBORO, PROCEED 5.5 MI. S.E.
 AX1762'ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT T ROAD, 0.95 MI. N.E.
 AX1762'ALONG A DIRT ROAD TO THE TOP OF A SMALL HILL AND SITE OF BENCH MARK.
 AX1762'BENCH MARK IS 0.05 MI. S.W. OF A CURVE IN THE ROAD. IT IS 54.5 FEET
 AX1762'S.W. OF AND ACROSS THE ROAD FROM THE CENTERLINE OF A DIRT TRACK ROAD
 AX1762'LEADING EAST TO A FARM HOUSE, 28.8 FEET N.W. OF AND ABOUT THE SAME
 AX1762'ELEVATION AS THE CENTERLINE OF THE ROAD, 3.2 FEET N.W. OF A TELEPHONE
 AX1762'POLE AND 3.0 FEET N.E. OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1762'MONUMENT PROJECT 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1914 ***********************************************************************
 AX1914  DESIGNATION -  H 856
 AX1914  PID         -  AX1914
 AX1914  STATE/COUNTY-  TX/KARNES
 AX1914  USGS QUAD   -  GILLETT (1987)
 AX1914
 AX1914                         *CURRENT SURVEY CONTROL
 AX1914  ___________________________________________________________________
 AX1914* NAD 83(1986)-  29 09 12.     (N)    097 46 21.     (W)     SCALED    
 AX1914* NAVD 88     -       112.96   (+/-2cm)     370.6    (feet)  VERTCON   
 AX1914  ___________________________________________________________________
 AX1914  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX1914
 AX1914  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1914
 AX1914.The horizontal coordinates were scaled from a topographic map and have
 AX1914.an estimated accuracy of +/- 6 seconds.
 AX1914
 AX1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1914.The vertical order pertains to the NGVD 29 superseded value.
 AX1914
 AX1914.The geoid height was determined by GEOID03.
 AX1914
 AX1914;                    North         East    Units  Estimated Accuracy
 AX1914;SPC TXSC     - 4,146,920.      719,410.      MT  (+/- 180 meters Scaled)
 AX1914
 AX1914                          SUPERSEDED SURVEY CONTROL
 AX1914
 AX1914  NGVD 29 (??/??/92)  112.925  (m)          370.49   (f) ADJ UNCH    2 0
 AX1914
 AX1914.Superseded values are not recommended for survey control.
 AX1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1914.See file dsdata.txt to determine how the superseded data were derived.
 AX1914
 AX1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT193255(NAD 83)
 AX1914_MARKER: DB = BENCH MARK DISK
 AX1914_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1914_SP_SET: CULVERT
 AX1914_STAMPING: H 856 1943
 AX1914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1914
 AX1914  HISTORY     - Date     Condition        Report By
 AX1914  HISTORY     - 1943     MONUMENTED       CGS
 AX1914
 AX1914                          STATION DESCRIPTION
 AX1914
 AX1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1914'1.95 MI N FROM GILLETT.
 AX1914'TO REACH FROM THE FOUR CORNERS AT GILLETT, PROCEED 1.95 MILE NORTHERLY
 AX1914'ALONG STATE HIGHWAY NO.80 TO A CONCRETE CULVERT AND SITE OF BENCH
 AX1914'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF
 AX1914'THE WEST HEADWALL OF A 6X6 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1914'HIGHWAY.  IT IS 16.7 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE
 AX1914'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1915 ***********************************************************************
 AX1915  DESIGNATION -  H 856 RESET 1971
 AX1915  PID         -  AX1915
 AX1915  STATE/COUNTY-  TX/KARNES
 AX1915  USGS QUAD   -  GILLETT (1987)
 AX1915
 AX1915                         *CURRENT SURVEY CONTROL
 AX1915  ___________________________________________________________________
 AX1915* NAD 83(1986)-  29 09 12.     (N)    097 46 21.     (W)     SCALED    
 AX1915* NAVD 88     -       112.64   (+/-2cm)     369.6    (feet)  VERTCON   
 AX1915  ___________________________________________________________________
 AX1915  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX1915
 AX1915  VERT ORDER  -  THIRD (See Below)
 AX1915
 AX1915.The horizontal coordinates were scaled from a topographic map and have
 AX1915.an estimated accuracy of +/- 6 seconds.
 AX1915
 AX1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1915.The vertical order pertains to the NGVD 29 superseded value.
 AX1915
 AX1915.The geoid height was determined by GEOID03.
 AX1915
 AX1915;                    North         East    Units  Estimated Accuracy
 AX1915;SPC TXSC     - 4,146,920.      719,410.      MT  (+/- 180 meters Scaled)
 AX1915
 AX1915                          SUPERSEDED SURVEY CONTROL
 AX1915
 AX1915  NGVD 29 (01/29/03)  112.60   (m)          369.4    (f) RESET       3  
 AX1915
 AX1915.Superseded values are not recommended for survey control.
 AX1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1915.See file dsdata.txt to determine how the superseded data were derived.
 AX1915
 AX1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT193255(NAD 83)
 AX1915_MARKER: DB = BENCH MARK DISK
 AX1915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1915_SP_SET: CULVERT
 AX1915_STAMPING: H 856 RESET 1971
 AX1915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1915+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AX1915
 AX1915  HISTORY     - Date     Condition        Report By
 AX1915  HISTORY     - 1971     MONUMENTED       TXHD
 AX1915  HISTORY     - 1972     GOOD             TXHD
 AX1915  HISTORY     - 20040815 GOOD             USPSQD
 AX1915  HISTORY     - 20040917 GOOD             USPSQD
 AX1915
 AX1915                          STATION DESCRIPTION
 AX1915
 AX1915'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1915'1.7 MI N FROM GILLETT.
 AX1915'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE INTERSECTION OF
 AX1915'STATE HIGHWAY 119 IN GILLETT, KARNES COUNTY, IN THE TOP OF THE WEST
 AX1915'HEADWALL OF A 6- BY 5- FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 11
 AX1915'FEET FROM THE SOUTH END OF THE WEST HEADWALL, 42.0 FEET WEST OF THE
 AX1915'CENTERLINE OF THE HIGHWAY, AND ABOUT THREE FEET BELOW THE HIGHWAY.
 AX1915
 AX1915                          STATION RECOVERY (2004)
 AX1915
 AX1915'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX1915'RECOVERED IN GOOD CONDITION.
 AX1915
 AX1915                          STATION RECOVERY (2004)
 AX1915
 AX1915'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AX1915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1942 ***********************************************************************
 AX1942  DESIGNATION -  H 857
 AX1942  PID         -  AX1942
 AX1942  STATE/COUNTY-  TX/KARNES
 AX1942  USGS QUAD   -  ECLETO (1987)
 AX1942
 AX1942                         *CURRENT SURVEY CONTROL
 AX1942  ___________________________________________________________________
 AX1942* NAD 83(1986)-  29 07 09.     (N)    097 45 17.     (W)     SCALED    
 AX1942* NAVD 88     -       111.22   (+/-2cm)     364.9    (feet)  VERTCON   
 AX1942  ___________________________________________________________________
 AX1942  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AX1942
 AX1942  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1942
 AX1942.The horizontal coordinates were scaled from a topographic map and have
 AX1942.an estimated accuracy of +/- 6 seconds.
 AX1942
 AX1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1942.The vertical order pertains to the NGVD 29 superseded value.
 AX1942
 AX1942.The geoid height was determined by GEOID03.
 AX1942
 AX1942;                    North         East    Units  Estimated Accuracy
 AX1942;SPC TXSC     - 4,143,150.      721,180.      MT  (+/- 180 meters Scaled)
 AX1942
 AX1942                          SUPERSEDED SURVEY CONTROL
 AX1942
 AX1942  NGVD 29 (??/??/92)  111.183  (m)          364.77   (f) ADJ UNCH    2 0
 AX1942
 AX1942.Superseded values are not recommended for survey control.
 AX1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1942.See file dsdata.txt to determine how the superseded data were derived.
 AX1942
 AX1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT211218(NAD 83)
 AX1942_MARKER: DB = BENCH MARK DISK
 AX1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1942_STAMPING: H 857 1943
 AX1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1942+STABILITY: SURFACE MOTION
 AX1942
 AX1942  HISTORY     - Date     Condition        Report By
 AX1942  HISTORY     - 1943     MONUMENTED       CGS
 AX1942  HISTORY     - 1953     MARK NOT FOUND   LOCENG
 AX1942
 AX1942                          STATION DESCRIPTION
 AX1942
 AX1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1942'2.05 MI E FROM GILLETT.
 AX1942'TO REACH FROM THE FOUR CORNERS AT GILLETT, PROCEED 2.05 MILES EASTERLY
 AX1942'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.3 MILE EAST
 AX1942'OF A WOODEN BRIDGE OVER A CREEK.  IT IS 34.9 FEET SOUTH OF AND ABOUT
 AX1942'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3.1 FEET EAST OF A
 AX1942'4X4 INCH WHITE WOODEN MARKER POST AND IN LINE WITH THE SOUTH
 AX1942'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.2 FOOT.
 AX1942
 AX1942                          STATION RECOVERY (1953)
 AX1942
 AX1942'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 AX1942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1628 ***********************************************************************
 AN1628  DESIGNATION -  H 858
 AN1628  PID         -  AN1628
 AN1628  STATE/COUNTY-  TX/DE WITT
 AN1628  USGS QUAD   -  RUNGE (1987)
 AN1628
 AN1628                         *CURRENT SURVEY CONTROL
 AN1628  ___________________________________________________________________
 AN1628* NAD 83(1986)-  28 55 37.     (N)    097 38 00.     (W)     SCALED    
 AN1628* NAVD 88     -       110.50   (+/-2cm)     362.5    (feet)  VERTCON   
 AN1628  ___________________________________________________________________
 AN1628  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN1628
 AN1628  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1628
 AN1628.The horizontal coordinates were scaled from a topographic map and have
 AN1628.an estimated accuracy of +/- 6 seconds.
 AN1628
 AN1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1628.The vertical order pertains to the NGVD 29 superseded value.
 AN1628
 AN1628.The geoid height was determined by GEOID03.
 AN1628
 AN1628;                    North         East    Units  Estimated Accuracy
 AN1628;SPC TXSC     - 4,121,980.      733,240.      MT  (+/- 180 meters Scaled)
 AN1628
 AN1628                          SUPERSEDED SURVEY CONTROL
 AN1628
 AN1628  NGVD 29 (??/??/92)  110.488  (m)          362.49   (f) ADJ UNCH    2 0
 AN1628
 AN1628.Superseded values are not recommended for survey control.
 AN1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1628.See file dsdata.txt to determine how the superseded data were derived.
 AN1628
 AN1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT332006(NAD 83)
 AN1628_MARKER: DB = BENCH MARK DISK
 AN1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1628_STAMPING: H 858 1943
 AN1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1628+STABILITY: SURFACE MOTION
 AN1628
 AN1628  HISTORY     - Date     Condition        Report By
 AN1628  HISTORY     - 1943     MONUMENTED       CGS
 AN1628
 AN1628                          STATION DESCRIPTION
 AN1628
 AN1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1628'0.9 MI W FROM NORDHEIM.
 AN1628'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 AN1628'NORDHEIM, DE WITT COUNTY, THENCE ABOUT 1.0 MILE NORTHWEST ALONG A DIRT
 AN1628'ROAD.  ABOUT 0.15 MILE SOUTHEAST OF THE JUNCTION OF A DIRT ROAD
 AN1628'LEADING NORTHEAST, 20.7 FEET SOUTHEAST OF R.E.A. POLE 21/28, 23.3 FEET
 AN1628'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.9 FEET NORTHWEST OF A
 AN1628'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. A
 AN1628'STANDARD DISK, STAMPED H 858 1943 AND SET IN THE TOP OF A CONCRETE
 AN1628'POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1655 ***********************************************************************
 AN1655  DESIGNATION -  H 859
 AN1655  PID         -  AN1655
 AN1655  STATE/COUNTY-  TX/DE WITT
 AN1655  USGS QUAD   -  RUNGE (1987)
 AN1655
 AN1655                         *CURRENT SURVEY CONTROL
 AN1655  ___________________________________________________________________
 AN1655* NAD 83(1986)-  28 59 02.     (N)    097 39 55.     (W)     SCALED    
 AN1655* NAVD 88     -       138.88   (+/-2cm)     455.6    (feet)  VERTCON   
 AN1655  ___________________________________________________________________
 AN1655  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN1655
 AN1655  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1655
 AN1655.The horizontal coordinates were scaled from a topographic map and have
 AN1655.an estimated accuracy of +/- 6 seconds.
 AN1655
 AN1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1655.The vertical order pertains to the NGVD 29 superseded value.
 AN1655
 AN1655.The geoid height was determined by GEOID03.
 AN1655
 AN1655;                    North         East    Units  Estimated Accuracy
 AN1655;SPC TXSC     - 4,128,260.      730,060.      MT  (+/- 180 meters Scaled)
 AN1655
 AN1655                          SUPERSEDED SURVEY CONTROL
 AN1655
 AN1655  NGVD 29 (??/??/92)  138.861  (m)          455.58   (f) ADJ UNCH    2 0
 AN1655
 AN1655.Superseded values are not recommended for survey control.
 AN1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1655.See file dsdata.txt to determine how the superseded data were derived.
 AN1655
 AN1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT300069(NAD 83)
 AN1655_MARKER: DB = BENCH MARK DISK
 AN1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1655_STAMPING: H 859 1943
 AN1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1655+STABILITY: SURFACE MOTION
 AN1655
 AN1655  HISTORY     - Date     Condition        Report By
 AN1655  HISTORY     - 1943     MONUMENTED       CGS
 AN1655
 AN1655                          STATION DESCRIPTION
 AN1655
 AN1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1655'0.25 MI W FROM DAVY.
 AN1655'ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE COTTON GIN AT DAVY,
 AN1655'DE WITT COUNTY, THENCE ABOUT 9.1 MILES SOUTH ALONG A DIRT ROAD. ABOUT
 AN1655'0.1 MILE NORTHWEST OF THE JUNCTION OF A DIRT T-ROAD, ABOUT 0.1 MILE
 AN1655'SOUTHEAST OF A SHARP CURVE IN THE ROAD, 21.7 FEET SOUTHWEST OF THE
 AN1655'CENTER LINE OF THE ROAD, 0.9 FOOT NORTHEAST OF THE SOUTHWEST
 AN1655'RIGHT-OF-WAY FENCE, 3.2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 AN1655'AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H 859 1943
 AN1655'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AN1655'GROUND.  NOTE-- 1962 USGS REPORT--THIS MARK WAS FOUND TO BE DISTURBED
 AN1655'FROM ITS ORIGINAL POSITION.  THE CONCRETE POST WAS HIT-- PROBABLY BY A
 AN1655'ROAD GRADER--AND TIPPED SOME 30 DEG FROM THE VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1357 ***********************************************************************
 BY1357  DESIGNATION -  H 86
 BY1357  PID         -  BY1357
 BY1357  STATE/COUNTY-  TX/HOUSTON
 BY1357  USGS QUAD   -  GRAPELAND (1951)
 BY1357
 BY1357                         *CURRENT SURVEY CONTROL
 BY1357  ___________________________________________________________________
 BY1357* NAD 83(1986)-  31 25 00.     (N)    095 29 21.     (W)     SCALED    
 BY1357* NAVD 88     -       112.555  (meters)     369.27   (feet)  ADJUSTED  
 BY1357  ___________________________________________________________________
 BY1357  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BY1357  DYNAMIC HT  -         112.415 (meters)     368.81  (feet)  COMP
 BY1357  MODELED GRAV-     979,392.3   (mgal)                       NAVD 88
 BY1357
 BY1357  VERT ORDER  -  FIRST     CLASS II
 BY1357
 BY1357.The horizontal coordinates were scaled from a topographic map and have
 BY1357.an estimated accuracy of +/- 6 seconds.
 BY1357
 BY1357.The orthometric height was determined by differential leveling
 BY1357.and adjusted by the National Geodetic Survey in June 1991..
 BY1357
 BY1357.The geoid height was determined by GEOID03.
 BY1357
 BY1357.The dynamic height is computed by dividing the NAVD 88
 BY1357.geopotential number by the normal gravity value computed on the
 BY1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1357.degrees latitude (g = 980.6199 gals.).
 BY1357
 BY1357.The modeled gravity was interpolated from observed gravity values.
 BY1357
 BY1357;                    North         East    Units  Estimated Accuracy
 BY1357;SPC TX C     - 3,204,030.    1,160,430.      MT  (+/- 180 meters Scaled)
 BY1357
 BY1357                          SUPERSEDED SURVEY CONTROL
 BY1357
 BY1357  NGVD 29 (??/??/92)  112.552  (m)          369.26   (f) ADJ UNCH    1 2
 BY1357
 BY1357.Superseded values are not recommended for survey control.
 BY1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1357.See file dsdata.txt to determine how the superseded data were derived.
 BY1357
 BY1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ633784(NAD 83)
 BY1357_MARKER: DB = BENCH MARK DISK
 BY1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1357_STAMPING: H 86 1932
 BY1357_PROJECTION: PROJECTING
 BY1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1357+STABILITY: SURFACE MOTION
 BY1357
 BY1357  HISTORY     - Date     Condition        Report By
 BY1357  HISTORY     - 1932     MONUMENTED       CGS
 BY1357  HISTORY     - 1960     GOOD             NGS
 BY1357  HISTORY     - 1980     GOOD             NGS
 BY1357
 BY1357                          STATION DESCRIPTION
 BY1357
 BY1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1357'5.5 MI S FROM GRAPELAND.
 BY1357'ABOUT 5.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1357'STATION AT GRAPELAND, ABOUT 7.45 MILES NORTH OF THE STATION AT
 BY1357'CROCKETT, 139 FEET NORTH OF MILEPOST 30, 49 FEET WEST OF THE WEST
 BY1357'RAIL, 2 FEET WEST OF A FENCE, 59 FEET EAST OF THE CENTER LINE OF A
 BY1357'DIRT ROAD, 43 FEET NORTH OF A LONE 14-INCH FORKED PINE TREE, 1 FOOT
 BY1357'NORTH OF A METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE
 BY1357'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BY1357
 BY1357                          STATION RECOVERY (1980)
 BY1357
 BY1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1357'10.5 KM. (6.5 MI.) SOUTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY1357'FROM THE JUNCTION OF FARM ROAD 2423 IN GRAPELAND, THENCE 0.9 KM.
 BY1357'(0.55 MI.) WEST-SOUTHWEST ALONG A DIRT ROAD, THENCE 0.3 KM. (0.2 MI.)
 BY1357'WEST ALONG A DIRT ROAD AND ACROSS THE MISSOURI PACIFIC RAILROAD,
 BY1357'THENCE 2.25 KM. (1.4 MI.) NORTH ALONG A DIRT ROAD, AT A WOODS ROAD
 BY1357'LEADING EAST TO THE RAILROAD AND MILEPOST 30, 2.3 KM. (1.45 MI.) NORTH
 BY1357'ALONG THE RAILROAD FROM BENCH MARK H 1165, 18.0 M. (59.0 FT.) EAST OF
 BY1357'THE CENTERLINE OF THE DIRT ROAD, 14.9 M. (49.0 FT.) WEST OF THE WEST
 BY1357'RAIL, 42.4 M. (139 FT.) NORTH OF THE MILEPOST 30, 13.1 M. (43.0 FT.)
 BY1357'NORTH OF A LONE 60-CM. FORKED PINE TREE.
 BY1357'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BY1357'THE MARK IS 1.5 M BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0936 ***********************************************************************
 AN0936  DESIGNATION -  H 861 RESET 1974
 AN0936  PID         -  AN0936
 AN0936  STATE/COUNTY-  TX/GOLIAD
 AN0936  USGS QUAD   -  MELO (1987)
 AN0936
 AN0936                         *CURRENT SURVEY CONTROL
 AN0936  ___________________________________________________________________
 AN0936* NAD 83(1986)-  28 30 40.     (N)    097 24 09.     (W)     SCALED    
 AN0936* NAVD 88     -        44.33   (+/-2cm)     145.4    (feet)  VERTCON   
 AN0936  ___________________________________________________________________
 AN0936  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0936
 AN0936  VERT ORDER  -  THIRD (See Below)
 AN0936
 AN0936.The horizontal coordinates were scaled from a topographic map and have
 AN0936.an estimated accuracy of +/- 6 seconds.
 AN0936
 AN0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0936.The vertical order pertains to the NGVD 29 superseded value.
 AN0936
 AN0936.The geoid height was determined by GEOID03.
 AN0936
 AN0936;                    North         East    Units  Estimated Accuracy
 AN0936;SPC TXSC     - 4,076,190.      756,380.      MT  (+/- 180 meters Scaled)
 AN0936
 AN0936                          SUPERSEDED SURVEY CONTROL
 AN0936
 AN0936  NGVD 29 (01/29/03)   44.41   (m)          145.7    (f) RESET       3  
 AN0936
 AN0936.Superseded values are not recommended for survey control.
 AN0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0936.See file dsdata.txt to determine how the superseded data were derived.
 AN0936
 AN0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS563548(NAD 83)
 AN0936_MARKER: DB = BENCH MARK DISK
 AN0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0936_STAMPING: H 861 RESET 1974
 AN0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0936+STABILITY: SURFACE MOTION
 AN0936
 AN0936  HISTORY     - Date     Condition        Report By
 AN0936  HISTORY     - 1974     MONUMENTED       TXHD
 AN0936
 AN0936                          STATION DESCRIPTION
 AN0936
 AN0936'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1974
 AN0936'8.0 MI N FROM BLANCONIA.
 AN0936'IN GOLIAD COUNTY, 8.0 MILES NORTH ALONG F.M. HWY. 2441 FROM THE
 AN0936'CATHOLIC CHURCH AT BLANCONIA, BEE COUNTY, 52 FEET WEST OF ENGINEERS
 AN0936'CENTERLINE STA. 498+59 OF SAID F.M. HWY., 1.7 FEET SOUTH OF A FENCE
 AN0936'CORNER, ONE (1) FOOT WEST OF THE WEST RIGHT OF WAY FENCE, 1.5 FEET
 AN0936'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 861
 AN0936'RESET 1974 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 AN0936'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0914 ***********************************************************************
 AN0914  DESIGNATION -  H 862 2 RESET
 AN0914  PID         -  AN0914
 AN0914  STATE/COUNTY-  TX/GOLIAD
 AN0914  USGS QUAD   -  LOTT LAKE (1987)
 AN0914
 AN0914                         *CURRENT SURVEY CONTROL
 AN0914  ___________________________________________________________________
 AN0914* NAD 83(1993)-  28 34 34.25601(N)    097 12 18.10566(W)     ADJUSTED  
 AN0914* NAVD 88     -        35.07   (+/-2cm)     115.1    (feet)  VERTCON   
 AN0914  ___________________________________________________________________
 AN0914  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AN0914  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0914
 AN0914  HORZ ORDER  -  THIRD
 AN0914  VERT ORDER  -  THIRD (See Below)
 AN0914
 AN0914.The horizontal coordinates were established by classical geodetic methods
 AN0914.and adjusted by the National Geodetic Survey in February 1996..
 AN0914.No horizontal observational check was made to the station.
 AN0914
 AN0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0914.The vertical order pertains to the NGVD 29 superseded value.
 AN0914
 AN0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0914
 AN0914.The geoid height was determined by GEOID03.
 AN0914
 AN0914;                    North         East     Units Scale Factor Converg.
 AN0914;SPC TXSC     - 4,083,677.285   775,593.011   MT  0.99995023   +0 52 45.8
 AN0914;SPC TXSC     -13,397,864.56  2,544,591.40   sFT  0.99995023   +0 52 45.8
 AN0914;UTM  14      - 3,162,347.339   675,554.090   MT  0.99998036   +0 51 31.7
 AN0914
 AN0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0914!SPC TXSC     -   0.99999879  x   0.99995023  =   0.99994902
 AN0914!UTM  14      -   0.99999879  x   0.99998036  =   0.99997915
 AN0914
 AN0914|---------------------------------------------------------------------|
 AN0914| PID    Reference Object                     Distance      Geod. Az  |
 AN0914|                                                           dddmmss.s |
 AN0914| AN0912 H 862                                31.275 METERS 03458     |
 AN0914| AN0915 H 862 2 RM 3                         28.170 METERS 12508     |
 AN0914| AN0917 G 862 RESET                                        3045757.1 |
 AN0914|---------------------------------------------------------------------|
 AN0914
 AN0914                          SUPERSEDED SURVEY CONTROL
 AN0914
 AN0914  NAD 83(1986)-  28 34 34.26408(N)    097 12 18.08903(W) AD(       ) 3
 AN0914  NAD 27      -  28 34 33.26941(N)    097 12 17.12144(W) AD(       ) 3
 AN0914  NGVD 29 (01/29/03)   35.19   (m)          115.5    (f) RESET       3  
 AN0914
 AN0914.Superseded values are not recommended for survey control.
 AN0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0914.See file dsdata.txt to determine how the superseded data were derived.
 AN0914
 AN0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS7555462347(NAD 83)
 AN0914_MARKER: DB = BENCH MARK DISK
 AN0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0914_STAMPING: H 862 2 RESET 1969
 AN0914_MARK LOGO: CGS   
 AN0914_PROJECTION: PROJECTING 13 CENTIMETERS
 AN0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0914+STABILITY: SURFACE MOTION
 AN0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0914+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 AN0914
 AN0914  HISTORY     - Date     Condition        Report By
 AN0914  HISTORY     - 1969     MONUMENTED       CGS
 AN0914  HISTORY     - 1969     GOOD             CGS
 AN0914  HISTORY     - 1990     GOOD             USPSQD
 AN0914  HISTORY     - 20040623 GOOD             DGC
 AN0914
 AN0914                          STATION DESCRIPTION
 AN0914
 AN0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AN0914'14.0 MI SE FROM GOLIAD.
 AN0914'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAY 183 AND ALT. 77 FROM THE
 AN0914'JUNCTION OF U.S. HIGHWAY 183, ALT. 77 AND 59 IN GOLIAD, THENCE 11.95
 AN0914'MILES EAST ALONG STATE HIGHWAY 239 TO SITE OF BENCH MARK.  193.98 FEET
 AN0914'SOUTH OF REFERENCE MARK NO. 1, 94 FEET SOUTH OF THE INTERSECTION OF
 AN0914'CROSSROADS, 86 FEET SOUTHEAST OF CENTER LINE OF COUNTY ROAD, 73 FEET
 AN0914'SOUTHWEST OF CENTER LINE OF HIGHWAY, 92.42 FEET NORTHWEST OF REFERENCE
 AN0914'MARK NO. 3, 3 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE, 2 FEET SOUTHEAST
 AN0914'OF A METAL WITNESS POST, AND AT HIGHWAY DEPARTMENT STATION 635 + 10. A
 AN0914'C AND GS BENCH MARK DISK SET IN A 10 X 10 INCH CONCRETE POST WHICH
 AN0914'PROJECTS 5 INCHES ABOVE GROUND.  NOTE-- THIS BENCH MARK IS
 AN0914'TRIANGULATION STATION BM H 862 2 RESET 1969.
 AN0914
 AN0914                          STATION RECOVERY (1969)
 AN0914
 AN0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN0914'THE STATION IS ABOUT 10 MILES NORTH-NORTHEAST OF VIDAURI, 8 MILES
 AN0914'SOUTH-SOUTHEAST OF FANNIN, 3-1/2 MILES NORTHWEST OF GOLIAD-REFUGIO
 AN0914'COUNTY LINE, IN THE SOUTHEAST ANGLE OF A CROSSROAD, AND ON
 AN0914'PROPERTY OF DENNIS O CONNOR.
 AN0914'
 AN0914'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183, ALT. 77
 AN0914'AND 59 IN GOLIAD, GO SOUTH ON U.S. HIGHWAY 183 AND ALT. 77 FOR 2.25
 AN0914'MILES TO A CROSSROAD.  TURN LEFT, EASTERLY, ON STATE HIGHWAY 239,
 AN0914'GO 10.85 MILES TO BENCH MARK G 862 RESET 1969 (AZIMUTH MARK) ON
 AN0914'THE RIGHT.  CONTINUE ON HIGHWAY FOR 1.1 MILES TO CROSSROAD AND
 AN0914'STATION.
 AN0914'
 AN0914'STATION MARK, A C AND GS BENCH MARK DISK, STAMPED BM H 862 2
 AN0914'RESET 1969 IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 AN0914'5 INCHES ABOVE GROUND.  IT IS 94 FEET SOUTH OF ROAD INTERSECTION,
 AN0914'86 FEET SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD, 73 FEET
 AN0914'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 239, 3 FEET
 AN0914'SOUTHWEST OF SOUTHWEST RIGHT-OF-WAY, 2.0 FEET SOUTHEAST OF A METAL
 AN0914'WITNESS POST, AND AT HIGHWAY DEPARTMENT STATION 635 + 10.
 AN0914'THE UNDERGROUND DISK, A STANDARD STATIION DISK, STAMPED BM H 862
 AN0914'2 1969, IS SET IN A ROUND CONCRETE POST 36 INCHES BELOW
 AN0914'SURFACE OF GROUND.
 AN0914'
 AN0914'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED BM H 862 NO 1
 AN0914'1952 IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 AN0914'4 INCHES ABOVE GROUND.  IT IS 160 FEET NORTHEAST OF THE
 AN0914'CROSSROAD INTERSECTION, 116 FEET NORTH EAST OF CENTER LINE OF
 AN0914'STATE HIGHWAY 239, 27 FEET SOUTHEAST OF THE COUNTY ROAD.
 AN0914'
 AN0914'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED BM H 862 2
 AN0914'NO 3 1969 IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 AN0914'3 INCHES ABOVE GROUND.  IT IS 71 FEET SOUTHWEST OF THE HIGHWAY
 AN0914'1.5 FEET SOUTHWEST OF ROAD RIGHT-OF-WAY, 1.0 FOOT WEST OF A
 AN0914'METAL WITNESS POST AND AT HIGHWAY DEPARTMENT STATION 636+00.
 AN0914'
 AN0914'AZIMUTH MARK, A C AND GS BENCH MARK DISK, STAMPED G 862 RESET
 AN0914'1969, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 AN0914'7 INCHES ABOVE GROUND.  IT IS 138 FEET SOUTH OF CENTER LINE
 AN0914'OF STATE HIGHWAY 239, 1.0 FOOT EAST OF A METAL WITNESS POST,
 AN0914'AND AT HIGHWAY DEPARTMENT STATION 576 + 50.
 AN0914
 AN0914                          STATION RECOVERY (1990)
 AN0914
 AN0914'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0914'RECOVERED IN GOOD CONDITION.
 AN0914
 AN0914                          STATION RECOVERY (2004)
 AN0914
 AN0914'RECOVERY NOTE BY DAWSON GEOPHYSICAL 2004 (DS)
 AN0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0915 ***********************************************************************
 AN0915  DESIGNATION -  H 862 2 RM 3
 AN0915  PID         -  AN0915
 AN0915  STATE/COUNTY-  TX/GOLIAD
 AN0915  USGS QUAD   -  LOTT LAKE (1987)
 AN0915
 AN0915                         *CURRENT SURVEY CONTROL
 AN0915  ___________________________________________________________________
 AN0915* NAD 83(1986)-  28 34 33.     (N)    097 12 16.     (W)     SCALED    
 AN0915* NAVD 88     -        34.98   (+/-2cm)     114.8    (feet)  VERTCON   
 AN0915  ___________________________________________________________________
 AN0915  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0915
 AN0915  VERT ORDER  -  THIRD (See Below)
 AN0915
 AN0915.The horizontal coordinates were scaled from a topographic map and have
 AN0915.an estimated accuracy of +/- 6 seconds.
 AN0915
 AN0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0915.The vertical order pertains to the NGVD 29 superseded value.
 AN0915
 AN0915.The geoid height was determined by GEOID03.
 AN0915
 AN0915;                    North         East    Units  Estimated Accuracy
 AN0915;SPC TXSC     - 4,083,640.      775,650.      MT  (+/- 180 meters Scaled)
 AN0915
 AN0915                          SUPERSEDED SURVEY CONTROL
 AN0915
 AN0915  NGVD 29 (01/29/03)   35.09   (m)          115.1    (f) RESET       3  
 AN0915
 AN0915.Superseded values are not recommended for survey control.
 AN0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0915.See file dsdata.txt to determine how the superseded data were derived.
 AN0915
 AN0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS756623(NAD 83)
 AN0915_MARKER: DR = REFERENCE MARK DISK
 AN0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0915_STAMPING: BM H 862 2 NO 3 1969
 AN0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0915+STABILITY: SURFACE MOTION
 AN0915
 AN0915  HISTORY     - Date     Condition        Report By
 AN0915  HISTORY     - 1969     MONUMENTED       CGS
 AN0915  HISTORY     - 1990     GOOD             USPSQD
 AN0915
 AN0915                          STATION DESCRIPTION
 AN0915
 AN0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AN0915'14.0 MI SE FROM GOLIAD.
 AN0915'ABOUT 2.25 MILES SOUTH ALONG U. S. HIGHWAY 183 AND ALT. 77 FROM THE
 AN0915'JUNCTION OF U. S. HIGHWAY 183, ALT. 77 AND 59 IN GOLIAD, THENCE 11.95
 AN0915'MILES EAST ALONG STATE HIGHWAY 239 TO SITE OF MARK, 71 FEET SOUTHWEST
 AN0915'OF THE HIGHWAY, 1.5 FEET SOUTHWEST OF ROAD RIGHT-OF-WAY, 92.42 FEET
 AN0915'SOUTHEAST OF TRIANGULATION STATION, 1.0 FOOT WEST OF A METAL WITNESS
 AN0915'POST, AND AT HIGHWAY DEPARTMENT STATION 636 + 00.  A STANDARD
 AN0915'REFERENCE MARK DISK SET IN A 10 X 10 INCH CONCRETE POST WHICH PROJECTS
 AN0915'3 INCHES ABOVE GROUND.
 AN0915
 AN0915                          STATION RECOVERY (1990)
 AN0915
 AN0915'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0913 ***********************************************************************
 AN0913  DESIGNATION -  H 862 RM 1
 AN0913  PID         -  AN0913
 AN0913  STATE/COUNTY-  TX/GOLIAD
 AN0913  USGS QUAD   -  LOTT LAKE (1987)
 AN0913
 AN0913                         *CURRENT SURVEY CONTROL
 AN0913  ___________________________________________________________________
 AN0913* NAD 83(1986)-  28 34 37.     (N)    097 12 18.     (W)     SCALED    
 AN0913* NAVD 88     -        35.03   (+/-2cm)     114.9    (feet)  VERTCON   
 AN0913  ___________________________________________________________________
 AN0913  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0913
 AN0913  VERT ORDER  -  THIRD (See Below)
 AN0913
 AN0913.The horizontal coordinates were scaled from a topographic map and have
 AN0913.an estimated accuracy of +/- 6 seconds.
 AN0913
 AN0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0913.The vertical order pertains to the NGVD 29 superseded value.
 AN0913
 AN0913.The geoid height was determined by GEOID03.
 AN0913
 AN0913;                    North         East    Units  Estimated Accuracy
 AN0913;SPC TXSC     - 4,083,760.      775,600.      MT  (+/- 180 meters Scaled)
 AN0913
 AN0913                          SUPERSEDED SURVEY CONTROL
 AN0913
 AN0913  NGVD 29 (01/29/03)   35.14   (m)          115.3    (f) RESET       3  
 AN0913
 AN0913.Superseded values are not recommended for survey control.
 AN0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0913.See file dsdata.txt to determine how the superseded data were derived.
 AN0913
 AN0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS755624(NAD 83)
 AN0913_MARKER: DR = REFERENCE MARK DISK
 AN0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0913_STAMPING: BM H 862 NO 1 1952
 AN0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0913+STABILITY: SURFACE MOTION
 AN0913
 AN0913  HISTORY     - Date     Condition        Report By
 AN0913  HISTORY     - 1952     MONUMENTED       CGS
 AN0913  HISTORY     - 1969     GOOD             NGS
 AN0913  HISTORY     - 1990     GOOD             USPSQD
 AN0913
 AN0913                          STATION DESCRIPTION
 AN0913
 AN0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 AN0913'14.0 MI SE FROM GOLIAD.
 AN0913'ABOUT 2.25 MILES SOUTH ALONG U. S. HIGHWAY 183 AND ALT. 77 FROM THE
 AN0913'JUNCTION OF U. S. HIGHWAYS 183, ALT. 77 AND 59 IN GOLIAD, THENCE 11.95
 AN0913'MILES EAST ALONG STATE HIGHWAY 239 TO SITE OF MARK.  160 FEET
 AN0913'NORTHEAST OF THE CROSSROAD INTERSECTION, 116 FEET NORTH OF CENTER LINE
 AN0913'OF HIGHWAY, 27 FEET SOUTHEAST OF CENTER OF COUNTY ROAD, 193.98 FEET
 AN0913'NORTH OF TRIANGULATION STATION.  A STANDARD REFERENCE MARK DISK SET IN
 AN0913'A 10 IN. X 10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 AN0913
 AN0913                          STATION RECOVERY (1990)
 AN0913
 AN0913'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0831 ***********************************************************************
 AX0831  DESIGNATION -  H 866
 AX0831  PID         -  AX0831
 AX0831  STATE/COUNTY-  TX/LAVACA
 AX0831  USGS QUAD   -  EZZELL (1981)
 AX0831
 AX0831                         *CURRENT SURVEY CONTROL
 AX0831  ___________________________________________________________________
 AX0831* NAD 83(1986)-  29 16 29.     (N)    096 59 41.     (W)     SCALED    
 AX0831* NAVD 88     -        68.91   (+/-2cm)     226.1    (feet)  VERTCON   
 AX0831  ___________________________________________________________________
 AX0831  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0831
 AX0831  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0831
 AX0831.The horizontal coordinates were scaled from a topographic map and have
 AX0831.an estimated accuracy of +/- 6 seconds.
 AX0831
 AX0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0831.The vertical order pertains to the NGVD 29 superseded value.
 AX0831
 AX0831.The geoid height was determined by GEOID03.
 AX0831
 AX0831;                    North         East    Units  Estimated Accuracy
 AX0831;SPC TXSC     - 4,161,410.      794,840.      MT  (+/- 180 meters Scaled)
 AX0831
 AX0831                          SUPERSEDED SURVEY CONTROL
 AX0831
 AX0831  NGVD 29 (??/??/92)   68.919  (m)          226.11   (f) ADJ UNCH    2 0
 AX0831
 AX0831.Superseded values are not recommended for survey control.
 AX0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0831.See file dsdata.txt to determine how the superseded data were derived.
 AX0831
 AX0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT948400(NAD 83)
 AX0831_MARKER: DB = BENCH MARK DISK
 AX0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0831_STAMPING: H 866 1943
 AX0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0831+STABILITY: SURFACE MOTION
 AX0831
 AX0831  HISTORY     - Date     Condition        Report By
 AX0831  HISTORY     - 1943     MONUMENTED       CGS
 AX0831  HISTORY     - 19970607 GOOD             USPSQD
 AX0831
 AX0831                          STATION DESCRIPTION
 AX0831
 AX0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0831'2.7 MI S FROM KOERTH.
 AX0831'TO REACH FROM THE CATHOLIC CHURCH AT KOERTH-- PROCEED 2.7 MILES
 AX0831'SOUTHERLY ALONG THE KOERTH-HOPE ROAD TO SITE OF BENCH MARK.  BENCH
 AX0831'MARK IS ABOUT 0.3 MILE NORTH OF A Y-ROAD INTERSECTION, 26.0 FEET WEST
 AX0831'OF AND ABOUT 0.5 FOOT BELOW THE CENTERLINE OF ROAD, 12.5 FEET NORTH OF
 AX0831'THE CENTERLINE OF A WOODEN GATE AND A PRIVATE ROAD LEADING WEST TO A
 AX0831'SMALL FRAME HOUSE.  IT IS 1.2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 3.4
 AX0831'FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.2
 AX0831'FOOT.
 AX0831
 AX0831                          STATION RECOVERY (1997)
 AX0831
 AX0831'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0763 ***********************************************************************
 AX0763  DESIGNATION -  H 867
 AX0763  PID         -  AX0763
 AX0763  STATE/COUNTY-  TX/LAVACA
 AX0763  USGS QUAD   -  EZZELL (1981)
 AX0763
 AX0763                         *CURRENT SURVEY CONTROL
 AX0763  ___________________________________________________________________
 AX0763* NAD 83(1986)-  29 20 34.     (N)    096 53 54.     (W)     SCALED    
 AX0763* NAVD 88     -        52.08   (+/-2cm)     170.9    (feet)  VERTCON   
 AX0763  ___________________________________________________________________
 AX0763  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0763
 AX0763  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0763
 AX0763.The horizontal coordinates were scaled from a topographic map and have
 AX0763.an estimated accuracy of +/- 6 seconds.
 AX0763
 AX0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0763.The vertical order pertains to the NGVD 29 superseded value.
 AX0763
 AX0763.The geoid height was determined by GEOID03.
 AX0763
 AX0763;                    North         East    Units  Estimated Accuracy
 AX0763;SPC TXSC     - 4,169,120.      804,070.      MT  (+/- 180 meters Scaled)
 AX0763
 AX0763                          SUPERSEDED SURVEY CONTROL
 AX0763
 AX0763  NGVD 29 (??/??/92)   52.084  (m)          170.88   (f) ADJ UNCH    2 0
 AX0763
 AX0763.Superseded values are not recommended for survey control.
 AX0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0763.See file dsdata.txt to determine how the superseded data were derived.
 AX0763
 AX0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT040477(NAD 83)
 AX0763_MARKER: DB = BENCH MARK DISK
 AX0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0763_STAMPING: H 867 1943
 AX0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0763+STABILITY: SURFACE MOTION
 AX0763
 AX0763  HISTORY     - Date     Condition        Report By
 AX0763  HISTORY     - 1943     MONUMENTED       CGS
 AX0763
 AX0763                          STATION DESCRIPTION
 AX0763
 AX0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0763'6.1 MI N FROM EZZELL.
 AX0763'TO REACH FROM THE SCHOOLHOUSE AT EZZELL-- PROCEED 6.1 MILES NORTHERLY
 AX0763'ALONG THE EZZELL-HALLETTSVILLE ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX0763'IS ABOUT 0.2 MILE EAST OF A SHARP CURVE TO THE NORTH, AND ABOUT 175.0
 AX0763'FEET EAST OF THE EAST END OF A SMALL STEEL BRIDGE OVER A CREEK. IT IS
 AX0763'25.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX0763'ROAD, 3.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTH OF
 AX0763'A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT. STAMPED H
 AX0763'867 1943.  NOTE-- BENCH MARK IS ALSO 8.3 MILES SOUTHEAST OF
 AX0763'HALLETTSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2838 ***********************************************************************
 AX2838  DESIGNATION -  H 867 RESET
 AX2838  PID         -  AX2838
 AX2838  STATE/COUNTY-  TX/LAVACA
 AX2838  USGS QUAD   -  EZZELL (1981)
 AX2838
 AX2838                         *CURRENT SURVEY CONTROL
 AX2838  ___________________________________________________________________
 AX2838* NAD 83(1986)-  29 20 34.     (N)    096 53 54.     (W)     SCALED    
 AX2838* NAVD 88     -        54.33   (+/-2cm)     178.2    (feet)  VERTCON   
 AX2838  ___________________________________________________________________
 AX2838  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX2838
 AX2838  VERT ORDER  -  THIRD (See Below)
 AX2838
 AX2838.The horizontal coordinates were scaled from a topographic map and have
 AX2838.an estimated accuracy of +/- 6 seconds.
 AX2838
 AX2838.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2838.The vertical order pertains to the NGVD 29 superseded value.
 AX2838
 AX2838.The geoid height was determined by GEOID03.
 AX2838
 AX2838;                    North         East    Units  Estimated Accuracy
 AX2838;SPC TXSC     - 4,169,120.      804,070.      MT  (+/- 180 meters Scaled)
 AX2838
 AX2838                          SUPERSEDED SURVEY CONTROL
 AX2838
 AX2838  NGVD 29 (01/29/03)   54.33   (m)          178.2    (f) RESET       3  
 AX2838
 AX2838.Superseded values are not recommended for survey control.
 AX2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2838.See file dsdata.txt to determine how the superseded data were derived.
 AX2838
 AX2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT040477(NAD 83)
 AX2838_MARKER: DV = VERTICAL CONTROL DISK
 AX2838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2838_SP_SET: BRIDGE RAILING
 AX2838_STAMPING: H 867 RESET 1977
 AX2838_MARK LOGO: NGS   
 AX2838_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2838
 AX2838  HISTORY     - Date     Condition        Report By
 AX2838  HISTORY     - 1977     MONUMENTED       NGS
 AX2838  HISTORY     - 19970607 GOOD             USPSQD
 AX2838
 AX2838                          STATION DESCRIPTION
 AX2838
 AX2838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AX2838'ON F.M. HIGHWAY 2616, 6.7 MILES SOUTH OF THE INTERSECTION WITH F.M.
 AX2838'HIGHWAY 530, ON THE TOP OF RAILING IN THE NORTHEAST CORNER OF
 AX2838'CONCRETE BRIDGE ACROSS GRAFE BRANCH.
 AX2838
 AX2838                          STATION RECOVERY (1997)
 AX2838
 AX2838'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0847 ***********************************************************************
 AX0847  DESIGNATION -  H 868
 AX0847  PID         -  AX0847
 AX0847  STATE/COUNTY-  TX/VICTORIA
 AX0847  USGS QUAD   -  PECK BRANCH (1981)
 AX0847
 AX0847                         *CURRENT SURVEY CONTROL
 AX0847  ___________________________________________________________________
 AX0847* NAD 83(1986)-  29 04 19.     (N)    096 58 49.     (W)     SCALED    
 AX0847* NAVD 88     -        56.05   (+/-2cm)     183.9    (feet)  VERTCON   
 AX0847  ___________________________________________________________________
 AX0847  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0847
 AX0847  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0847
 AX0847.The horizontal coordinates were scaled from a topographic map and have
 AX0847.an estimated accuracy of +/- 6 seconds.
 AX0847
 AX0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0847.The vertical order pertains to the NGVD 29 superseded value.
 AX0847
 AX0847.The geoid height was determined by GEOID03.
 AX0847
 AX0847;                    North         East    Units  Estimated Accuracy
 AX0847;SPC TXSC     - 4,138,970.      796,630.      MT  (+/- 180 meters Scaled)
 AX0847
 AX0847                          SUPERSEDED SURVEY CONTROL
 AX0847
 AX0847  NGVD 29 (??/??/92)   56.083  (m)          184.00   (f) ADJ UNCH    2 0
 AX0847
 AX0847.Superseded values are not recommended for survey control.
 AX0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0847.See file dsdata.txt to determine how the superseded data were derived.
 AX0847
 AX0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT966176(NAD 83)
 AX0847_MARKER: DB = BENCH MARK DISK
 AX0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0847_STAMPING: H 868 1943
 AX0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0847+STABILITY: SURFACE MOTION
 AX0847
 AX0847  HISTORY     - Date     Condition        Report By
 AX0847  HISTORY     - 1943     MONUMENTED       CGS
 AX0847
 AX0847                          STATION DESCRIPTION
 AX0847
 AX0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0847'12.45 MI S FROM HOPE.
 AX0847'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 12.45 MILES
 AX0847'SOUTHERLY ALONG THE HOPE-FORDTRAN ROAD TO SITE OF BENCH MARK.  BENCH
 AX0847'MARK IS ABOUT 0.4 MILE NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY
 AX0847'NO. 295, AND 30.0 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AX0847'THE CENTERLINE OF ROAD.  IT IS 5.3 FEET NORTHWEST OF A FENCE CORNER,
 AX0847'1.3 FEET SOUTHWEST OF A FENCE, AND 2.8 FEET NORTHWEST OF A 4X4-INCH
 AX0847'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0857 ***********************************************************************
 AX0857  DESIGNATION -  H 869
 AX0857  PID         -  AX0857
 AX0857  STATE/COUNTY-  TX/JACKSON
 AX0857  USGS QUAD   -  MOUNT OLIVE (1981)
 AX0857
 AX0857                         *CURRENT SURVEY CONTROL
 AX0857  ___________________________________________________________________
 AX0857* NAD 83(1986)-  29 04 48.     (N)    096 43 58.     (W)     SCALED    
 AX0857* NAVD 88     -        28.596  (meters)      93.82   (feet)  ADJUSTED  
 AX0857  ___________________________________________________________________
 AX0857  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AX0857  DYNAMIC HT  -          28.555 (meters)      93.68  (feet)  COMP
 AX0857  MODELED GRAV-     979,219.7   (mgal)                       NAVD 88
 AX0857
 AX0857  VERT ORDER  -  FIRST     CLASS I
 AX0857
 AX0857.The horizontal coordinates were scaled from a topographic map and have
 AX0857.an estimated accuracy of +/- 6 seconds.
 AX0857
 AX0857.The orthometric height was determined by differential leveling
 AX0857.and adjusted by the National Geodetic Survey in June 1991..
 AX0857
 AX0857.The geoid height was determined by GEOID03.
 AX0857
 AX0857.The dynamic height is computed by dividing the NAVD 88
 AX0857.geopotential number by the normal gravity value computed on the
 AX0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0857.degrees latitude (g = 980.6199 gals.).
 AX0857
 AX0857.The modeled gravity was interpolated from observed gravity values.
 AX0857
 AX0857;                    North         East    Units  Estimated Accuracy
 AX0857;SPC TXSC     - 4,140,300.      820,700.      MT  (+/- 180 meters Scaled)
 AX0857
 AX0857                          SUPERSEDED SURVEY CONTROL
 AX0857
 AX0857  NGVD 29 (??/??/92)   28.755  (m)           94.34   (f) ADJ UNCH    1 1
 AX0857
 AX0857.Superseded values are not recommended for survey control.
 AX0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0857.See file dsdata.txt to determine how the superseded data were derived.
 AX0857
 AX0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT206189(NAD 83)
 AX0857_MARKER: DB = BENCH MARK DISK
 AX0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0857_STAMPING: H 869 1943
 AX0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0857+STABILITY: SURFACE MOTION
 AX0857
 AX0857  HISTORY     - Date     Condition        Report By
 AX0857  HISTORY     - 1943     MONUMENTED       CGS
 AX0857  HISTORY     - 1972     GOOD             NGS
 AX0857
 AX0857                          STATION DESCRIPTION
 AX0857
 AX0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0857'9.95 MI NW FROM EDNA.
 AX0857'ABOUT 9.35 MILES NORTHWEST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AX0857'AT EDNA, THENCE 0.6 MILE SOUTHWEST ALONG A GRAVEL ROAD (FECHNER ROAD),
 AX0857'0.3 MILE NORTHEAST OF A GAS LINE CROSSING THE ROAD, 30 1/2 FEET
 AX0857'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 10 1/2 FEET NORTHEAST OF THE
 AX0857'CENTER OF A 14-INCH OAK TREE, 2 1/2 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 AX0857'FENCE LINE, 2.7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 AX0857'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 AX0857'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0770 ***********************************************************************
 AN0770  DESIGNATION -  H 870
 AN0770  PID         -  AN0770
 AN0770  STATE/COUNTY-  TX/VICTORIA
 AN0770  USGS QUAD   -  INEZ NW (1995)
 AN0770
 AN0770                         *CURRENT SURVEY CONTROL
 AN0770  ___________________________________________________________________
 AN0770* NAD 83(1986)-  28 56 49.     (N)    096 52 39.     (W)     SCALED    
 AN0770* NAVD 88     -        32.45   (+/-2cm)     106.5    (feet)  VERTCON   
 AN0770  ___________________________________________________________________
 AN0770  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0770
 AN0770  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0770
 AN0770.The horizontal coordinates were scaled from a topographic map and have
 AN0770.an estimated accuracy of +/- 6 seconds.
 AN0770
 AN0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0770.The vertical order pertains to the NGVD 29 superseded value.
 AN0770
 AN0770.The geoid height was determined by GEOID03.
 AN0770
 AN0770;                    North         East    Units  Estimated Accuracy
 AN0770;SPC TXSC     - 4,125,300.      806,890.      MT  (+/- 180 meters Scaled)
 AN0770
 AN0770                          SUPERSEDED SURVEY CONTROL
 AN0770
 AN0770  NGVD 29 (??/??/92)   32.496  (m)          106.61   (f) ADJ UNCH    2 0
 AN0770
 AN0770.Superseded values are not recommended for survey control.
 AN0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0770.See file dsdata.txt to determine how the superseded data were derived.
 AN0770
 AN0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT068039(NAD 83)
 AN0770_MARKER: DB = BENCH MARK DISK
 AN0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0770_STAMPING: H870 1943
 AN0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0770+STABILITY: SURFACE MOTION
 AN0770
 AN0770  HISTORY     - Date     Condition        Report By
 AN0770  HISTORY     - 1943     MONUMENTED       CGS
 AN0770  HISTORY     - 1971     GOOD             NGS
 AN0770
 AN0770                          STATION DESCRIPTION
 AN0770
 AN0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AN0770'8.25 MI WNW FROM INEZ.
 AN0770'8.25 MILES WEST-NORTHWEST ALONG FARM ROAD 444 FROM THE RAIL ROAD
 AN0770'CROSSING IN INEZ, 179 FEET NORTHWEST OF A OIL-PIPE LINE THAT CROSSES
 AN0770'UNDER ROAD, 48 FEET SOUTHEAST OF A CULVERT, 36 FEET SOUTHWEST OF THE
 AN0770'CENTER OF FARM ROAD 444, 20 FEET SOUTH-SOUTHEAST OF A FENCE-CORNER
 AN0770'POST, 7 FEET SOUTHWEST OF A METAL WITNESS POST AND 6.6 FEET SOUTHWEST
 AN0770'OF THE FENCE-LINE.  A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AN0770'CONCRETE POST THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED H 870 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2447 ***********************************************************************
 AN2447  DESIGNATION -  H 870 RESET
 AN2447  PID         -  AN2447
 AN2447  STATE/COUNTY-  TX/VICTORIA
 AN2447  USGS QUAD   -  INEZ NW (1995)
 AN2447
 AN2447                         *CURRENT SURVEY CONTROL
 AN2447  ___________________________________________________________________
 AN2447* NAD 83(1986)-  28 56 49.     (N)    096 52 39.     (W)     SCALED    
 AN2447* NAVD 88     -        32.39   (+/-2cm)     106.3    (feet)  VERTCON   
 AN2447  ___________________________________________________________________
 AN2447  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN2447
 AN2447  VERT ORDER  -  THIRD (See Below)
 AN2447
 AN2447.The horizontal coordinates were scaled from a topographic map and have
 AN2447.an estimated accuracy of +/- 6 seconds.
 AN2447
 AN2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2447.The vertical order pertains to the NGVD 29 superseded value.
 AN2447
 AN2447.The geoid height was determined by GEOID03.
 AN2447
 AN2447;                    North         East    Units  Estimated Accuracy
 AN2447;SPC TXSC     - 4,125,300.      806,890.      MT  (+/- 180 meters Scaled)
 AN2447
 AN2447                          SUPERSEDED SURVEY CONTROL
 AN2447
 AN2447  NGVD 29 (01/29/03)   32.44   (m)          106.4    (f) RESET       3  
 AN2447
 AN2447.Superseded values are not recommended for survey control.
 AN2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2447.See file dsdata.txt to determine how the superseded data were derived.
 AN2447
 AN2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT068039(NAD 83)
 AN2447_MARKER: DV = VERTICAL CONTROL DISK
 AN2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2447_SP_SET: CONCRETE POST
 AN2447_STAMPING: H 870 RESET 1975
 AN2447_MARK LOGO: NGS   
 AN2447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2447+STABILITY: SURFACE MOTION
 AN2447
 AN2447  HISTORY     - Date     Condition        Report By
 AN2447  HISTORY     - 1975     MONUMENTED       TXHD
 AN2447  HISTORY     - 19910428 GOOD             USPSQD
 AN2447
 AN2447                          STATION DESCRIPTION
 AN2447
 AN2447'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1975
 AN2447'8.15 MILES NORTHWEST ALONG THE FORDTRAN ROAD FROM THE TEXAS AND NEW
 AN2447'ORLEANS RAILROAD IN INEZ, 89 FEET SOUTHEAST OF A CONCRETE BOX CULVERT
 AN2447'ACROSS THE ROAD, 55 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD ON
 AN2447'THE RIGHT-OF-WAY FENCE, AND 18 FEET SOUTHEAST OF A FENCE CORNER.
 AN2447
 AN2447                          STATION RECOVERY (1991)
 AN2447
 AN2447'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN2447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0417 ***********************************************************************
 AB0417  DESIGNATION -  H 871
 AB0417  PID         -  AB0417
 AB0417  STATE/COUNTY-  TX/CAMERON
 AB0417  USGS QUAD   -  SANTA ROSA (1982)
 AB0417
 AB0417                         *CURRENT SURVEY CONTROL
 AB0417  ___________________________________________________________________
 AB0417* NAD 83(1986)-  26 19 04.     (N)    097 46 44.     (W)     SCALED    
 AB0417* NAVD 88     -        15.853  (meters)      52.01   (feet)  ADJUSTED  
 AB0417  ___________________________________________________________________
 AB0417  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AB0417  DYNAMIC HT  -          15.828 (meters)      51.93  (feet)  COMP
 AB0417  MODELED GRAV-     979,038.8   (mgal)                       NAVD 88
 AB0417
 AB0417  VERT ORDER  -  FIRST     CLASS II
 AB0417
 AB0417.The horizontal coordinates were scaled from a topographic map and have
 AB0417.an estimated accuracy of +/- 6 seconds.
 AB0417
 AB0417.The orthometric height was determined by differential leveling
 AB0417.and adjusted by the National Geodetic Survey in June 1991..
 AB0417
 AB0417.The geoid height was determined by GEOID03.
 AB0417
 AB0417.The dynamic height is computed by dividing the NAVD 88
 AB0417.geopotential number by the normal gravity value computed on the
 AB0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0417.degrees latitude (g = 980.6199 gals.).
 AB0417
 AB0417.The modeled gravity was interpolated from observed gravity values.
 AB0417
 AB0417;                    North         East    Units  Estimated Accuracy
 AB0417;SPC TX S     - 5,072,350.      372,000.      MT  (+/- 180 meters Scaled)
 AB0417
 AB0417                          SUPERSEDED SURVEY CONTROL
 AB0417
 AB0417  NGVD 29 (??/??/92)   15.931  (m)           52.27   (f) ADJ UNCH    1 2
 AB0417
 AB0417.Superseded values are not recommended for survey control.
 AB0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0417.See file dsdata.txt to determine how the superseded data were derived.
 AB0417
 AB0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ218114(NAD 83)
 AB0417_MARKER: DB = BENCH MARK DISK
 AB0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0417_SP_SET: LEVEE
 AB0417_STAMPING: H 871 1943
 AB0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0417
 AB0417  HISTORY     - Date     Condition        Report By
 AB0417  HISTORY     - 1943     MONUMENTED       CGS
 AB0417  HISTORY     - 1951     GOOD             NGS
 AB0417  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0417  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0417
 AB0417                          STATION DESCRIPTION
 AB0417
 AB0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0417'2.0 MI SE FROM SEBASTIAN.
 AB0417'2.0 MILES SOUTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0417'RAILROAD FROM THE STATION AT SEBASTIAN, 400 FEET EAST OF MILEPOST 35,
 AB0417'77 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 77, 61 FEET
 AB0417'NORTHEAST OF THE NORTHWEST END OF A BRIDGE, 16 FEET SOUTHEAST OF THE
 AB0417'CENTER LINE OF A LEVEE, SET IN THE TOP OF THE WEST CORNER OF A FLOOD
 AB0417'CONTROL GATE IN A LEVEE.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0417
 AB0417                          STATION RECOVERY (1981)
 AB0417
 AB0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0417'NOT RECOVERED, SEARCHED FOR, PROBABLY DESTROYED BY CONSTRUCTION, GATE
 AB0417'HAS BEEN MOVED.
 AB0417
 AB0417                          STATION RECOVERY (1991)
 AB0417
 AB0417'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0491 ***********************************************************************
 AE0491  DESIGNATION -  H 872 RESET 1952
 AE0491  PID         -  AE0491
 AE0491  STATE/COUNTY-  TX/HIDALGO
 AE0491  USGS QUAD   -  EDINBURG (1983)
 AE0491
 AE0491                         *CURRENT SURVEY CONTROL
 AE0491  ___________________________________________________________________
 AE0491* NAD 83(1986)-  26 15 42.     (N)    098 10 22.     (W)     SCALED    
 AE0491* NAVD 88     -        31.02   (meters)     101.8    (feet)  RESET     
 AE0491  ___________________________________________________________________
 AE0491  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AE0491
 AE0491  VERT ORDER  -  THIRD
 AE0491
 AE0491.The horizontal coordinates were scaled from a topographic map and have
 AE0491.an estimated accuracy of +/- 6 seconds.
 AE0491
 AE0491.The orthometric height was computed from unverified reset data.
 AE0491
 AE0491.The geoid height was determined by GEOID03.
 AE0491
 AE0491;                    North         East    Units  Estimated Accuracy
 AE0491;SPC TX S     - 5,065,970.      332,690.      MT  (+/- 180 meters Scaled)
 AE0491
 AE0491                          SUPERSEDED SURVEY CONTROL
 AE0491
 AE0491.No superseded survey control is available for this station.
 AE0491
 AE0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ826049(NAD 83)
 AE0491_MARKER: DB = BENCH MARK DISK
 AE0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0491_STAMPING: H 872 RESET 1952
 AE0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0491+STABILITY: SURFACE MOTION
 AE0491
 AE0491  HISTORY     - Date     Condition        Report By
 AE0491  HISTORY     - 1952     MONUMENTED       TXHD
 AE0491  HISTORY     - 1954     GOOD             TXHD
 AE0491
 AE0491                          STATION DESCRIPTION
 AE0491
 AE0491'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AE0491'2.9 MI S FROM EDINBURG.
 AE0491'ABOUT 2.9 MILES SOUTH ALONG HIGHWAY NO. 281 FROM THE COUNTY COURT
 AE0491'HOUSE AT EDINBURG, HIDALGO COUNTY, ABOUT 2 FEET WEST OF THE WEST
 AE0491'RIGHT-OF-WAY LINE OF THE HIGHWAY, 3 FEET WEST OF A POWER POLE, IN THE
 AE0491'SOUTH EAST CORNER OF A YARD AND ON THE NORTH SIDE OF A SIDE ROAD.  A
 AE0491'STANDARD DISK STAMPED H 872 RESET 1952 AND SET IN A CONCRETE POST
 AE0491'WHICH IS ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0662 ***********************************************************************
 AE0662  DESIGNATION -  H 873
 AE0662  PID         -  AE0662
 AE0662  STATE/COUNTY-  TX/STARR
 AE0662  USGS QUAD   -  LA GRULLA (1965)
 AE0662
 AE0662                         *CURRENT SURVEY CONTROL
 AE0662  ___________________________________________________________________
 AE0662* NAD 83(1986)-  26 18 24.     (N)    098 38 23.     (W)     SCALED    
 AE0662* NAVD 88     -        71.956  (meters)     236.08   (feet)  ADJUSTED  
 AE0662  ___________________________________________________________________
 AE0662  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE0662  DYNAMIC HT  -          71.837 (meters)     235.69  (feet)  COMP
 AE0662  MODELED GRAV-     978,987.7   (mgal)                       NAVD 88
 AE0662
 AE0662  VERT ORDER  -  FIRST     CLASS II
 AE0662
 AE0662.The horizontal coordinates were scaled from a topographic map and have
 AE0662.an estimated accuracy of +/- 6 seconds.
 AE0662
 AE0662.The orthometric height was determined by differential leveling
 AE0662.and adjusted by the National Geodetic Survey in June 1991..
 AE0662
 AE0662.The geoid height was determined by GEOID03.
 AE0662
 AE0662.The dynamic height is computed by dividing the NAVD 88
 AE0662.geopotential number by the normal gravity value computed on the
 AE0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0662.degrees latitude (g = 980.6199 gals.).
 AE0662
 AE0662.The modeled gravity was interpolated from observed gravity values.
 AE0662
 AE0662;                    North         East    Units  Estimated Accuracy
 AE0662;SPC TX S     - 5,070,920.      286,050.      MT  (+/- 180 meters Scaled)
 AE0662
 AE0662                          SUPERSEDED SURVEY CONTROL
 AE0662
 AE0662  NGVD 29 (??/??/92)   72.031  (m)          236.32   (f) ADJ UNCH    1 2
 AE0662
 AE0662.Superseded values are not recommended for survey control.
 AE0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0662.See file dsdata.txt to determine how the superseded data were derived.
 AE0662
 AE0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ359096(NAD 83)
 AE0662_MARKER: DB = BENCH MARK DISK
 AE0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0662_STAMPING: H 873 1943
 AE0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0662+STABILITY: SURFACE MOTION
 AE0662
 AE0662  HISTORY     - Date     Condition        Report By
 AE0662  HISTORY     - 1943     MONUMENTED       CGS
 AE0662  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0662  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0662
 AE0662                          STATION DESCRIPTION
 AE0662
 AE0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0662'5.2 MI W FROM SULLIVAN CITY.
 AE0662'BENCH MARK IS ABOUT 5.2 MILES WESTERLY ALONG U.S. HIGHWAY NO. 83 FROM
 AE0662'THE POST OFFICE AT SULLIVAN CITY.  IT IS ABOUT 105.0 FEET EAST OF THE
 AE0662'INTERSECTION OF A CROSSROAD, 42.0 FEET SOUTH OF AND ABOUT THE SAME
 AE0662'ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 3.0 FEET WEST OF A
 AE0662'4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF RIGHT-OF-WAY FENCE.
 AE0662'THE MONUMENT PROJECTS ABOUT 0.5 FOOT.
 AE0662
 AE0662                          STATION RECOVERY (1965)
 AE0662
 AE0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0662'MARK NOT FOUND.
 AE0662
 AE0662                          STATION RECOVERY (1981)
 AE0662
 AE0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0662'MARK NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1601 ***********************************************************************
 AN1601  DESIGNATION -  H 876
 AN1601  PID         -  AN1601
 AN1601  STATE/COUNTY-  TX/KARNES
 AN1601  USGS QUAD   -  KENEDY (1987)
 AN1601
 AN1601                         *CURRENT SURVEY CONTROL
 AN1601  ___________________________________________________________________
 AN1601* NAD 83(1986)-  28 45 26.     (N)    097 51 51.     (W)     SCALED    
 AN1601* NAVD 88     -       138.46   (+/-2cm)     454.3    (feet)  VERTCON   
 AN1601  ___________________________________________________________________
 AN1601  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AN1601
 AN1601  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1601
 AN1601.The horizontal coordinates were scaled from a topographic map and have
 AN1601.an estimated accuracy of +/- 6 seconds.
 AN1601
 AN1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1601.The vertical order pertains to the NGVD 29 superseded value.
 AN1601
 AN1601.The geoid height was determined by GEOID03.
 AN1601
 AN1601;                    North         East    Units  Estimated Accuracy
 AN1601;SPC TXSC     - 4,102,930.      710,920.      MT  (+/- 180 meters Scaled)
 AN1601
 AN1601                          SUPERSEDED SURVEY CONTROL
 AN1601
 AN1601  NGVD 29 (??/??/92)  138.410  (m)          454.10   (f) ADJ UNCH    1 2
 AN1601
 AN1601.Superseded values are not recommended for survey control.
 AN1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1601.See file dsdata.txt to determine how the superseded data were derived.
 AN1601
 AN1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS108816(NAD 83)
 AN1601_MARKER: DB = BENCH MARK DISK
 AN1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1601_STAMPING: H 876 1943
 AN1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1601+STABILITY: SURFACE MOTION
 AN1601
 AN1601  HISTORY     - Date     Condition        Report By
 AN1601  HISTORY     - 1943     MONUMENTED       CGS
 AN1601  HISTORY     - 1961     MARK NOT FOUND   USGS
 AN1601  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1601
 AN1601                          STATION DESCRIPTION
 AN1601
 AN1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1601'4.75 MI S FROM KENEDY.
 AN1601'4-3/4 MILES SOUTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1601'KENEDY, KARNES COUNTY, 68 FEET SOUTH OF THE SEVENTH POLE NORTH OF
 AN1601'MILEPOST 66, 40.5 FEET EAST OF THE CENTERLINE OF THE TRACK, 9 FEET
 AN1601'WEST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 AN1601'POST, AND 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, SET IN THE
 AN1601'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN1601
 AN1601                          STATION RECOVERY (1961)
 AN1601
 AN1601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AN1601'MARK NOT FOUND.
 AN1601
 AN1601                          STATION RECOVERY (1981)
 AN1601
 AN1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1601'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1700 ***********************************************************************
 AN1700  DESIGNATION -  H 877 RESET 1960
 AN1700  PID         -  AN1700
 AN1700  STATE/COUNTY-  TX/KARNES
 AN1700  USGS QUAD   -  KENEDY (1987)
 AN1700
 AN1700                         *CURRENT SURVEY CONTROL
 AN1700  ___________________________________________________________________
 AN1700* NAD 83(1986)-  28 46 24.     (N)    097 45 07.     (W)     SCALED    
 AN1700* NAVD 88     -        72.63   (+/-2cm)     238.3    (feet)  VERTCON   
 AN1700  ___________________________________________________________________
 AN1700  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AN1700
 AN1700  VERT ORDER  -  THIRD (See Below)
 AN1700
 AN1700.The horizontal coordinates were scaled from a topographic map and have
 AN1700.an estimated accuracy of +/- 6 seconds.
 AN1700
 AN1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1700.The vertical order pertains to the NGVD 29 superseded value.
 AN1700
 AN1700.The geoid height was determined by GEOID03.
 AN1700
 AN1700;                    North         East    Units  Estimated Accuracy
 AN1700;SPC TXSC     - 4,104,830.      721,860.      MT  (+/- 180 meters Scaled)
 AN1700
 AN1700                          SUPERSEDED SURVEY CONTROL
 AN1700
 AN1700  NGVD 29 (??/??/??)   72.61   (m)          238.2    (f) RESET       3  
 AN1700
 AN1700.Superseded values are not recommended for survey control.
 AN1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1700.See file dsdata.txt to determine how the superseded data were derived.
 AN1700
 AN1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS218835(NAD 83)
 AN1700_MARKER: DB = BENCH MARK DISK
 AN1700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1700_SP_SET: CURB
 AN1700_STAMPING: H 877 RESET 1960
 AN1700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1700
 AN1700  HISTORY     - Date     Condition        Report By
 AN1700  HISTORY     - 1960     MONUMENTED       TXHD
 AN1700  HISTORY     - 1961     GOOD             TXHD
 AN1700  HISTORY     - 20060215 GOOD             USPSQD
 AN1700
 AN1700                          STATION DESCRIPTION
 AN1700
 AN1700'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN1700'0.9 MI NW FROM CHOATE.
 AN1700'THIS MARK IS LOCATED 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 239 FROM
 AN1700'THE SCHOOL BUILDING AT CHOATE, KARNES COUNTY, AT A 102-FOOT CONCRETE
 AN1700'BRIDGE OVER HONDO CREEK, IN THE TOP OF THE SOUTHEAST END OF THE
 AN1700'SOUTHWEST CURB, 21.0 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AN1700'AND 1.0 FOOT HIGHER THAN THE HIGHWAY.
 AN1700
 AN1700                          STATION RECOVERY (2006)
 AN1700
 AN1700'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1755 ***********************************************************************
 AN1755  DESIGNATION -  H 878
 AN1755  PID         -  AN1755
 AN1755  STATE/COUNTY-  TX/GOLIAD
 AN1755  USGS QUAD   -  BERCLAIR NW (1987)
 AN1755
 AN1755                         *CURRENT SURVEY CONTROL
 AN1755  ___________________________________________________________________
 AN1755* NAD 83(1986)-  28 39 10.     (N)    097 43 59.     (W)     SCALED    
 AN1755* NAVD 88     -       103.38   (+/-2cm)     339.2    (feet)  VERTCON   
 AN1755  ___________________________________________________________________
 AN1755  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN1755
 AN1755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1755
 AN1755.The horizontal coordinates were scaled from a topographic map and have
 AN1755.an estimated accuracy of +/- 6 seconds.
 AN1755
 AN1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1755.The vertical order pertains to the NGVD 29 superseded value.
 AN1755
 AN1755.The geoid height was determined by GEOID03.
 AN1755
 AN1755;                    North         East    Units  Estimated Accuracy
 AN1755;SPC TXSC     - 4,091,490.      723,850.      MT  (+/- 180 meters Scaled)
 AN1755
 AN1755                          SUPERSEDED SURVEY CONTROL
 AN1755
 AN1755  NGVD 29 (??/??/92)  103.391  (m)          339.21   (f) ADJ UNCH    2 0
 AN1755
 AN1755.Superseded values are not recommended for survey control.
 AN1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1755.See file dsdata.txt to determine how the superseded data were derived.
 AN1755
 AN1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS238701(NAD 83)
 AN1755_MARKER: DB = BENCH MARK DISK
 AN1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1755_STAMPING: H 878 1943
 AN1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1755+STABILITY: SURFACE MOTION
 AN1755
 AN1755  HISTORY     - Date     Condition        Report By
 AN1755  HISTORY     - 1943     MONUMENTED       CGS
 AN1755
 AN1755                          STATION DESCRIPTION
 AN1755
 AN1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1755'4.75 MI NE FROM PETTUS.
 AN1755'TO REACH FROM THE ELEMENTARY SCHOOL AT PETTUS, PROCEED 4.75 MILES
 AN1755'NORTHEASTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD
 AN1755'LEADING SOUTHEAST TO BERCLAIR AND SITE OF BENCH MARK.  BENCH MARK IS
 AN1755'37.3 FEET NORTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AN1755'ROAD AND IN LINE TANGENT WITH THE CENTERLINE OF A DIRT ROAD LEADING
 AN1755'SOUTHEAST TO BERCLAIR AND 2.6 FEET NORTHEAST OF A 4X4 INCH WHITE
 AN1755'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1756 ***********************************************************************
 AN1756  DESIGNATION -  H 878 RESET 1967
 AN1756  PID         -  AN1756
 AN1756  STATE/COUNTY-  TX/GOLIAD
 AN1756  USGS QUAD   -  BERCLAIR NW (1987)
 AN1756
 AN1756                         *CURRENT SURVEY CONTROL
 AN1756  ___________________________________________________________________
 AN1756* NAD 83(1986)-  28 39 10.     (N)    097 43 59.     (W)     SCALED    
 AN1756* NAVD 88     -       103.56   (+/-2cm)     339.8    (feet)  VERTCON   
 AN1756  ___________________________________________________________________
 AN1756  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AN1756
 AN1756  VERT ORDER  -  ? (See Below)
 AN1756
 AN1756.The horizontal coordinates were scaled from a topographic map and have
 AN1756.an estimated accuracy of +/- 6 seconds.
 AN1756
 AN1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1756.The vertical order pertains to the NGVD 29 superseded value.
 AN1756
 AN1756.The geoid height was determined by GEOID03.
 AN1756
 AN1756;                    North         East    Units  Estimated Accuracy
 AN1756;SPC TXSC     - 4,091,490.      723,850.      MT  (+/- 180 meters Scaled)
 AN1756
 AN1756                          SUPERSEDED SURVEY CONTROL
 AN1756
 AN1756  NGVD 29 (??/??/92)  103.568  (m)          339.79   (f) ADJ UNCH    ?  
 AN1756
 AN1756.Superseded values are not recommended for survey control.
 AN1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1756.See file dsdata.txt to determine how the superseded data were derived.
 AN1756
 AN1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS238701(NAD 83)
 AN1756_MARKER: DB = BENCH MARK DISK
 AN1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1756_STAMPING: H 878 RESET 1967
 AN1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1756+STABILITY: SURFACE MOTION
 AN1756
 AN1756  HISTORY     - Date     Condition        Report By
 AN1756  HISTORY     - 1967     MONUMENTED       LOCENG
 AN1756  HISTORY     - 1968     GOOD             LOCENG
 AN1756
 AN1756                          STATION DESCRIPTION
 AN1756
 AN1756'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 AN1756'4.8 MI NE FROM PETTUS.
 AN1756'4.8 MILES NORTHEAST ALONG FARM-TO-MARKET ROADS 623, 883 AND 2442 FROM
 AN1756'THE ELEMENTARY SCHOOL AT PETTUS, 800 FEET NORTHEAST ALONG
 AN1756'FARM-TO-MARKET ROAD 2442 FROM THE INTERSECTION OF FARM-TO-MARKET ROAD
 AN1756'883, 240 FEET NORTHEAST OF A CONCRETE MULTIPLE BOX CULVERT, 51 FEET
 AN1756'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF THE
 AN1756'RIGHT-OF-WAY FENCE, 4 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST
 AN1756'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 AN1756'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2460 ***********************************************************************
 AN2460  DESIGNATION -  H 879 RESET
 AN2460  PID         -  AN2460
 AN2460  STATE/COUNTY-  TX/GOLIAD
 AN2460  USGS QUAD   -  CHARCO (1987)
 AN2460
 AN2460                         *CURRENT SURVEY CONTROL
 AN2460  ___________________________________________________________________
 AN2460* NAD 83(1986)-  28 40 21.     (N)    097 32 34.     (W)     SCALED    
 AN2460* NAVD 88     -        47.07   (+/-2cm)     154.4    (feet)  VERTCON   
 AN2460  ___________________________________________________________________
 AN2460  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN2460
 AN2460  VERT ORDER  -  THIRD (See Below)
 AN2460
 AN2460.The horizontal coordinates were scaled from a topographic map and have
 AN2460.an estimated accuracy of +/- 6 seconds.
 AN2460
 AN2460.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2460.The vertical order pertains to the NGVD 29 superseded value.
 AN2460
 AN2460.The geoid height was determined by GEOID03.
 AN2460
 AN2460;                    North         East    Units  Estimated Accuracy
 AN2460;SPC TXSC     - 4,093,890.      742,420.      MT  (+/- 180 meters Scaled)
 AN2460
 AN2460                          SUPERSEDED SURVEY CONTROL
 AN2460
 AN2460  NGVD 29 (01/29/03)   47.11   (m)          154.6    (f) RESET       3  
 AN2460
 AN2460.Superseded values are not recommended for survey control.
 AN2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2460.See file dsdata.txt to determine how the superseded data were derived.
 AN2460
 AN2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS423725(NAD 83)
 AN2460_MARKER: DV = VERTICAL CONTROL DISK
 AN2460_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AN2460_SP_SET: BRIDGE ABUTMENT
 AN2460_STAMPING: H 879 RESET 1990
 AN2460_MARK LOGO: NGS   
 AN2460_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2460
 AN2460  HISTORY     - Date     Condition        Report By
 AN2460  HISTORY     - 1990     MONUMENTED       TXHD
 AN2460
 AN2460                          STATION DESCRIPTION
 AN2460
 AN2460'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1990
 AN2460'1.7 MILES (2.7 KM) SOUTH ALONG FARM TO MARKET ROAD 2043 FROM ITS
 AN2460'NORTHERNMOST INTERSECTION WITH STATE HIGHWAY 239 NORTHWEST OF GOLIAD,
 AN2460'THENCE 1.6 MILES (2.6 KM) SOUTH ALONG A PAVED COUNTY ROAD KNOWN AS
 AN2460'RIVERDALE LANE, TO A 305 FOOT (93.0 M) PRESTRESSED CONCRETE I-BEAM
 AN2460'BRIDGE STRUCTURE OVER THE SAN ANTONIO RIVER, IN THE EAST END OF THE
 AN2460'NORTH ABUTMENT CAP, 15.2 FEET (4.6 M) EAST OF THE CENTERLINE OF THE
 AN2460'ROAD, AND 4.5 FEET (1.4 M) LOWER THAN THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1730 ***********************************************************************
 AN1730  DESIGNATION -  H 880
 AN1730  PID         -  AN1730
 AN1730  STATE/COUNTY-  TX/KARNES
 AN1730  USGS QUAD   -  CHOATE (1987)
 AN1730
 AN1730                         *CURRENT SURVEY CONTROL
 AN1730  ___________________________________________________________________
 AN1730* NAD 83(1986)-  28 48 22.     (N)    097 38 55.     (W)     SCALED    
 AN1730* NAVD 88     -        83.66   (+/-2cm)     274.5    (feet)  VERTCON   
 AN1730  ___________________________________________________________________
 AN1730  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN1730
 AN1730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1730
 AN1730.The horizontal coordinates were scaled from a topographic map and have
 AN1730.an estimated accuracy of +/- 6 seconds.
 AN1730
 AN1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1730.The vertical order pertains to the NGVD 29 superseded value.
 AN1730
 AN1730.The geoid height was determined by GEOID03.
 AN1730
 AN1730;                    North         East    Units  Estimated Accuracy
 AN1730;SPC TXSC     - 4,108,570.      731,910.      MT  (+/- 180 meters Scaled)
 AN1730
 AN1730                          SUPERSEDED SURVEY CONTROL
 AN1730
 AN1730  NGVD 29 (??/??/92)   83.654  (m)          274.45   (f) ADJ UNCH    2 0
 AN1730
 AN1730.Superseded values are not recommended for survey control.
 AN1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1730.See file dsdata.txt to determine how the superseded data were derived.
 AN1730
 AN1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS318872(NAD 83)
 AN1730_MARKER: DB = BENCH MARK DISK
 AN1730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1730_SP_SET: BRIDGE
 AN1730_STAMPING: H 880 1943
 AN1730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1730
 AN1730  HISTORY     - Date     Condition        Report By
 AN1730  HISTORY     - 1943     MONUMENTED       CGS
 AN1730  HISTORY     - 20060215 GOOD             USPSQD
 AN1730
 AN1730                          STATION DESCRIPTION
 AN1730
 AN1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1730'4.75 MI NW FROM CHARCO.
 AN1730'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 4.75 MILES
 AN1730'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO A CONCRETE BRIDGE AND SITE
 AN1730'OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AN1730'NORTHEAST END OF THE NORTHWEST ABUTMENT OF AN 85.0 FOOT CONCRETE
 AN1730'BRIDGE OVER A CREEK.  IT IS 0.25 MILE SOUTHEAST OF THE PORTER SCHOOL,
 AN1730'14.5 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AN1730'OF THE ROAD.
 AN1730
 AN1730                          STATION RECOVERY (2006)
 AN1730
 AN1730'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0944 ***********************************************************************
 BL0944  DESIGNATION -  H 882
 BL0944  PID         -  BL0944
 BL0944  STATE/COUNTY-  TX/POLK
 BL0944  USGS QUAD   -  ONALASKA (1972)
 BL0944
 BL0944                         *CURRENT SURVEY CONTROL
 BL0944  ___________________________________________________________________
 BL0944* NAD 83(1986)-  30 51 14.     (N)    095 01 51.     (W)     SCALED    
 BL0944* NAVD 88     -        91.93   (+/-2cm)     301.6    (feet)  VERTCON   
 BL0944  ___________________________________________________________________
 BL0944  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL0944
 BL0944  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0944
 BL0944.The horizontal coordinates were scaled from a topographic map and have
 BL0944.an estimated accuracy of +/- 6 seconds.
 BL0944
 BL0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0944.The vertical order pertains to the NGVD 29 superseded value.
 BL0944
 BL0944.The geoid height was determined by GEOID03.
 BL0944
 BL0944;                    North         East    Units  Estimated Accuracy
 BL0944;SPC TX C     - 3,143,690.    1,206,930.      MT  (+/- 180 meters Scaled)
 BL0944
 BL0944                          SUPERSEDED SURVEY CONTROL
 BL0944
 BL0944  NGVD 29 (??/??/92)   91.943  (m)          301.65   (f) ADJ UNCH    2 0
 BL0944
 BL0944.Superseded values are not recommended for survey control.
 BL0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0944.See file dsdata.txt to determine how the superseded data were derived.
 BL0944
 BL0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ058151(NAD 83)
 BL0944_MARKER: DB = BENCH MARK DISK
 BL0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0944_STAMPING: H 882 1947
 BL0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0944+STABILITY: SURFACE MOTION
 BL0944
 BL0944  HISTORY     - Date     Condition        Report By
 BL0944  HISTORY     - 1947     MONUMENTED       CGS
 BL0944
 BL0944                          STATION DESCRIPTION
 BL0944
 BL0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0944'7.1 MI E FROM ONALASKA.
 BL0944'7.1 MILES EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0944'ONALASKA, 108.0 FEET NORTH OF THE NORTHEAST CORNER OF A FARMHOUSE,
 BL0944'46.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CORRAL FENCE, 45.0
 BL0944'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.8 FEET SOUTHWEST OF A
 BL0944'FENCE, 1.8 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 BL0944'CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0923 ***********************************************************************
 BL0923  DESIGNATION -  H 883
 BL0923  PID         -  BL0923
 BL0923  STATE/COUNTY-  TX/TRINITY
 BL0923  USGS QUAD   -  CHITA (1972)
 BL0923
 BL0923                         *CURRENT SURVEY CONTROL
 BL0923  ___________________________________________________________________
 BL0923* NAD 83(1986)-  30 56 45.     (N)    095 08 38.     (W)     SCALED    
 BL0923* NAVD 88     -        73.62   (+/-2cm)     241.5    (feet)  VERTCON   
 BL0923  ___________________________________________________________________
 BL0923  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL0923
 BL0923  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0923
 BL0923.The horizontal coordinates were scaled from a topographic map and have
 BL0923.an estimated accuracy of +/- 6 seconds.
 BL0923
 BL0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0923.The vertical order pertains to the NGVD 29 superseded value.
 BL0923
 BL0923.The geoid height was determined by GEOID03.
 BL0923
 BL0923;                    North         East    Units  Estimated Accuracy
 BL0923;SPC TX C     - 3,153,370.    1,195,660.      MT  (+/- 180 meters Scaled)
 BL0923
 BL0923                          SUPERSEDED SURVEY CONTROL
 BL0923
 BL0923  NGVD 29 (??/??/92)   73.637  (m)          241.59   (f) ADJ UNCH    2 0
 BL0923
 BL0923.Superseded values are not recommended for survey control.
 BL0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0923.See file dsdata.txt to determine how the superseded data were derived.
 BL0923
 BL0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ951255(NAD 83)
 BL0923_MARKER: DB = BENCH MARK DISK
 BL0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0923_STAMPING: H 883 1947
 BL0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0923+STABILITY: SURFACE MOTION
 BL0923
 BL0923  HISTORY     - Date     Condition        Report By
 BL0923  HISTORY     - 1947     MONUMENTED       CGS
 BL0923
 BL0923                          STATION DESCRIPTION
 BL0923
 BL0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0923'11.6 MI NE FROM ONALASKA.
 BL0923'0.6 MILE EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0923'ONALASKA, THENCE 11.0 MILES NORTH ALONG A GRADED DIRT ROAD, 47.0 FEET
 BL0923'NORTHEAST OF THE CENTER LINE OF THE ROAD, 34.0 FEET SOUTHWEST OF A 12
 BL0923'INCH PINE TREE WITH A TRIANGLE BLAZE, 20.0 FEET SOUTHEAST OF THE
 BL0923'CENTER LINE OF A TRAIL LEADING NORTHEAST, 1.3 FEET SOUTHWEST OF A
 BL0923'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3
 BL0923'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0911 ***********************************************************************
 BL0911  DESIGNATION -  H 885
 BL0911  PID         -  BL0911
 BL0911  STATE/COUNTY-  TX/TRINITY
 BL0911  USGS QUAD   -  CHITA (1972)
 BL0911
 BL0911                         *CURRENT SURVEY CONTROL
 BL0911  ___________________________________________________________________
 BL0911* NAD 83(1986)-  30 54 34.     (N)    095 14 59.     (W)     SCALED    
 BL0911* NAVD 88     -        47.08   (+/-2cm)     154.5    (feet)  VERTCON   
 BL0911  ___________________________________________________________________
 BL0911  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL0911
 BL0911  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0911
 BL0911.The horizontal coordinates were scaled from a topographic map and have
 BL0911.an estimated accuracy of +/- 6 seconds.
 BL0911
 BL0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0911.The vertical order pertains to the NGVD 29 superseded value.
 BL0911
 BL0911.The geoid height was determined by GEOID03.
 BL0911
 BL0911;                    North         East    Units  Estimated Accuracy
 BL0911;SPC TX C     - 3,148,870.    1,185,740.      MT  (+/- 180 meters Scaled)
 BL0911
 BL0911                          SUPERSEDED SURVEY CONTROL
 BL0911
 BL0911  NGVD 29 (??/??/92)   47.096  (m)          154.51   (f) ADJ UNCH    2 0
 BL0911
 BL0911.Superseded values are not recommended for survey control.
 BL0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0911.See file dsdata.txt to determine how the superseded data were derived.
 BL0911
 BL0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ849217(NAD 83)
 BL0911_MARKER: DB = BENCH MARK DISK
 BL0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0911_STAMPING: H 885 1947
 BL0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0911+STABILITY: SURFACE MOTION
 BL0911
 BL0911  HISTORY     - Date     Condition        Report By
 BL0911  HISTORY     - 1947     MONUMENTED       CGS
 BL0911  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0911
 BL0911                          STATION DESCRIPTION
 BL0911
 BL0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0911'3.05 MI SW FROM CHITA.
 BL0911'3.05 MILES SOUTHWEST ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE CHITA
 BL0911'BAPTIST CHURCH AT CHITA, AT A ROAD JUNCTION, 48.0 FEET SOUTHEAST OF
 BL0911'THE CENTER LINE OF THE GROVETON-SEBASTOPOL ROAD, 139.7 FEET NORTHEAST
 BL0911'OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE WACO, BEAUMONT, TRINITY
 BL0911'AND SABINE RAILWAY, 46.0 FEET NORTHEAST OF THE CENTER LINE OF A
 BL0911'NORTHWEST-SOUTHEAST ROAD, 2.6 FEET EAST OF THE CENTER OF THE EAST FACE
 BL0911'OF A GRANITE MONUMENT (5.0 FEET HIGH) MARKING THE SITE OF THE TOWN OF
 BL0911'SEBASTAPOL, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT
 BL0911'ABOVE THE GROUND.
 BL0911
 BL0911                          STATION RECOVERY (1996)
 BL0911
 BL0911'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0872 ***********************************************************************
 AX0872  DESIGNATION -  H 886
 AX0872  PID         -  AX0872
 AX0872  STATE/COUNTY-  TX/JACKSON
 AX0872  USGS QUAD   -  PECK BRANCH (1981)
 AX0872
 AX0872                         *CURRENT SURVEY CONTROL
 AX0872  ___________________________________________________________________
 AX0872* NAD 83(1986)-  29 03 26.     (N)    096 54 27.     (W)     SCALED    
 AX0872* NAVD 88     -        41.19   (+/-2cm)     135.1    (feet)  VERTCON   
 AX0872  ___________________________________________________________________
 AX0872  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0872
 AX0872  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0872
 AX0872.The horizontal coordinates were scaled from a topographic map and have
 AX0872.an estimated accuracy of +/- 6 seconds.
 AX0872
 AX0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0872.The vertical order pertains to the NGVD 29 superseded value.
 AX0872
 AX0872.The geoid height was determined by GEOID03.
 AX0872
 AX0872;                    North         East    Units  Estimated Accuracy
 AX0872;SPC TXSC     - 4,137,460.      803,740.      MT  (+/- 180 meters Scaled)
 AX0872
 AX0872                          SUPERSEDED SURVEY CONTROL
 AX0872
 AX0872  NGVD 29 (??/??/92)   41.227  (m)          135.26   (f) ADJ UNCH    2 0
 AX0872
 AX0872.Superseded values are not recommended for survey control.
 AX0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0872.See file dsdata.txt to determine how the superseded data were derived.
 AX0872
 AX0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT037161(NAD 83)
 AX0872_MARKER: DB = BENCH MARK DISK
 AX0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0872_STAMPING: H 886 1943
 AX0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0872+STABILITY: SURFACE MOTION
 AX0872
 AX0872  HISTORY     - Date     Condition        Report By
 AX0872  HISTORY     - 1943     MONUMENTED       CGS
 AX0872
 AX0872                          STATION DESCRIPTION
 AX0872
 AX0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0872'15.15 MI S FROM HOPE.
 AX0872'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 10.35 MILES
 AX0872'SOUTHERLY ALONG THE HOPE-FORDTRAN ROAD TO A SIDE ROAD INTERSECTION
 AX0872'LEADING SOUTHEAST, THENCE 4.40 MILE SOUTHEASTERLY TO A FENCE LINE
 AX0872'LEADING NORTHEAST, THENCE 0.4 MILE NORTHEASTERLY ALONG THE FENCE LINE
 AX0872'TO SITE OF BENCH MARK.  BENCH MARK IS 1.2 FEET NORTHWEST OF THE FENCE,
 AX0872'AND 3.5 FEET NORTHEAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT
 AX0872'PROJECTS 0.3 FOOT.  NOTE-- BENCH MARK IS ALSO 10.45 MILES WEST OF
 AX0872'NAVIDAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1149 ***********************************************************************
 AN1149  DESIGNATION -  H 887
 AN1149  PID         -  AN1149
 AN1149  STATE/COUNTY-  TX/DE WITT
 AN1149  USGS QUAD   -  MEYERSVILLE (1987)
 AN1149
 AN1149                         *CURRENT SURVEY CONTROL
 AN1149  ___________________________________________________________________
 AN1149* NAD 83(1986)-  28 59 22.     (N)    097 21 48.     (W)     SCALED    
 AN1149* NAVD 88     -        88.64   (+/-2cm)     290.8    (feet)  VERTCON   
 AN1149  ___________________________________________________________________
 AN1149  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN1149
 AN1149  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1149
 AN1149.The horizontal coordinates were scaled from a topographic map and have
 AN1149.an estimated accuracy of +/- 6 seconds.
 AN1149
 AN1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1149.The vertical order pertains to the NGVD 29 superseded value.
 AN1149
 AN1149.The geoid height was determined by GEOID03.
 AN1149
 AN1149;                    North         East    Units  Estimated Accuracy
 AN1149;SPC TXSC     - 4,129,240.      759,470.      MT  (+/- 180 meters Scaled)
 AN1149
 AN1149                          SUPERSEDED SURVEY CONTROL
 AN1149
 AN1149  NGVD 29 (??/??/92)   88.65   (m)          290.8    (f) COMPUTED    2 0
 AN1149
 AN1149.Superseded values are not recommended for survey control.
 AN1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1149.See file dsdata.txt to determine how the superseded data were derived.
 AN1149
 AN1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT594079(NAD 83)
 AN1149_MARKER: DB = BENCH MARK DISK
 AN1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1149_STAMPING: H 887 1943
 AN1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1149+STABILITY: SURFACE MOTION
 AN1149
 AN1149  HISTORY     - Date     Condition        Report By
 AN1149  HISTORY     - 1943     MONUMENTED       CGS
 AN1149  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AN1149
 AN1149                          STATION DESCRIPTION
 AN1149
 AN1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1149'7.2 MI W FROM ARNECKEVILLE.
 AN1149'TO REACH FROM THE POST OFFICE AT ARNECKEVILLE-- PROCEED 7.35 MILES
 AN1149'WESTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ON
 AN1149'THE OUTSIDE OF A CURVE, 23.0 FEET SOUTH OF AND ABOUT THE SAME
 AN1149'ELEVATION AS THE CENTERLINE OF ROAD, AND 7.0 FEET SOUTH OF A FENCE
 AN1149'CORNER.  IT IS ABOUT 55.0 FEET WEST OF THE CENTERLINE OF A WOODEN GATE
 AN1149'AND A FARM ROAD LEADING NORTH, 1.0 FOOT WEST OF A FENCE, AND 3.0 FEET
 AN1149'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AN1149'BENCH MARK IS ALSO ABOUT 0.25 MILE WEST OF A SIDE ROAD INTERSECTION
 AN1149'LEADING SOUTH.
 AN1149
 AN1149                          STATION RECOVERY (2001)
 AN1149
 AN1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1149'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1140 ***********************************************************************
 AN1140  DESIGNATION -  H 888
 AN1140  PID         -  AN1140
 AN1140  STATE/COUNTY-  TX/DE WITT
 AN1140  USGS QUAD   -  MISSION VALLEY (1987)
 AN1140
 AN1140                         *CURRENT SURVEY CONTROL
 AN1140  ___________________________________________________________________
 AN1140* NAD 83(1986)-  28 58 50.     (N)    097 10 11.     (W)     SCALED    
 AN1140* NAVD 88     -        43.38   (+/-2cm)     142.3    (feet)  VERTCON   
 AN1140  ___________________________________________________________________
 AN1140  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1140
 AN1140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1140
 AN1140.The horizontal coordinates were scaled from a topographic map and have
 AN1140.an estimated accuracy of +/- 6 seconds.
 AN1140
 AN1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1140.The vertical order pertains to the NGVD 29 superseded value.
 AN1140
 AN1140.The geoid height was determined by GEOID03.
 AN1140
 AN1140;                    North         East    Units  Estimated Accuracy
 AN1140;SPC TXSC     - 4,128,540.      778,350.      MT  (+/- 180 meters Scaled)
 AN1140
 AN1140                          SUPERSEDED SURVEY CONTROL
 AN1140
 AN1140  NGVD 29 (??/??/92)   43.416  (m)          142.44   (f) ADJ UNCH    2 0
 AN1140
 AN1140.Superseded values are not recommended for survey control.
 AN1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1140.See file dsdata.txt to determine how the superseded data were derived.
 AN1140
 AN1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT783072(NAD 83)
 AN1140_MARKER: DB = BENCH MARK DISK
 AN1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1140_STAMPING: H 888 1943
 AN1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1140+STABILITY: SURFACE MOTION
 AN1140
 AN1140  HISTORY     - Date     Condition        Report By
 AN1140  HISTORY     - 1943     MONUMENTED       CGS
 AN1140
 AN1140                          STATION DESCRIPTION
 AN1140
 AN1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1140'2.0 MI S FROM THOMASTON.
 AN1140'TO REACH FROM THE RAILROAD STATION AT THOMASTON-- PROCEED 0.9 MILE
 AN1140'SOUTHEASTERLY ALONG U. S. HIGHWAY NO.87 TO A DIRT SIDE ROAD
 AN1140'INTERSECTION LEADING SOUTHWEST, THENCE 1.1 MILES SOUTHWESTERLY TO SITE
 AN1140'OF BENCH MARK.  BENCH MARK IS ON THE INSIDE OF A CURVE, AT THE
 AN1140'NORTHWEST END OF A 0.1 MILE JOG IN ROAD, ABOUT 0.3 MILE SOUTHWEST OF A
 AN1140'FRAME HOUSE ON THE NORTHWEST SIDE OF ROAD.  IT IS 22.0 FEET SOUTHEAST
 AN1140'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD, 9.0 FEET NORTHEAST
 AN1140'OF A FENCE CORNER, 2.3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND
 AN1140'3.5 NORTHEAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.4
 AN1140'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1650 ***********************************************************************
 AX1650  DESIGNATION -  H 889
 AX1650  PID         -  AX1650
 AX1650  STATE/COUNTY-  TX/DE WITT
 AX1650  USGS QUAD   -  CUERO (1987)
 AX1650
 AX1650                         *CURRENT SURVEY CONTROL
 AX1650  ___________________________________________________________________
 AX1650* NAD 83(1986)-  29 04 47.     (N)    097 17 52.     (W)     SCALED    
 AX1650* NAVD 88     -        50.69   (+/-2cm)     166.3    (feet)  VERTCON   
 AX1650  ___________________________________________________________________
 AX1650  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1650
 AX1650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1650
 AX1650.The horizontal coordinates were scaled from a topographic map and have
 AX1650.an estimated accuracy of +/- 6 seconds.
 AX1650
 AX1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1650.The vertical order pertains to the NGVD 29 superseded value.
 AX1650
 AX1650.The geoid height was determined by GEOID03.
 AX1650
 AX1650;                    North         East    Units  Estimated Accuracy
 AX1650;SPC TXSC     - 4,139,340.      765,710.      MT  (+/- 180 meters Scaled)
 AX1650
 AX1650                          SUPERSEDED SURVEY CONTROL
 AX1650
 AX1650  NGVD 29 (??/??/92)   50.705  (m)          166.35   (f) ADJ UNCH    2 0
 AX1650
 AX1650.Superseded values are not recommended for survey control.
 AX1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1650.See file dsdata.txt to determine how the superseded data were derived.
 AX1650
 AX1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT656180(NAD 83)
 AX1650_MARKER: DB = BENCH MARK DISK
 AX1650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1650_SP_SET: CULVERT
 AX1650_STAMPING: H 889 1943
 AX1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1650
 AX1650  HISTORY     - Date     Condition        Report By
 AX1650  HISTORY     - 1943     MONUMENTED       CGS
 AX1650  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AX1650
 AX1650                          STATION DESCRIPTION
 AX1650
 AX1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1650'1.0 MI S FROM CUERO.
 AX1650'TO REACH FROM THE POST OFFICE AT CUERO-- PROCEED 1.0 MILE SOUTHERLY
 AX1650'ALONG STATE HIGHWAY NO. 29 TO SITE OF BENCH MARK.  BENCH MARK IS ON
 AX1650'THE INSIDE OF A LONG CURVE, ABOUT 0.15 MILE SOUTHWEST OF A WHITE
 AX1650'TWO-STORY FRAME HOUSE.  IT IS 21.0 FEET WEST OF AND ABOUT 1.0 FOOT
 AX1650'BELOW THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE SOUTHWEST
 AX1650'END OF THE NORTHWEST HEADWALL OF A SMALL CONCRETE CULVERT.
 AX1650
 AX1650                          STATION RECOVERY (2001)
 AX1650
 AX1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1650'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2459 ***********************************************************************
 AN2459  DESIGNATION -  H 890 RESET
 AN2459  PID         -  AN2459
 AN2459  STATE/COUNTY-  TX/GOLIAD
 AN2459  USGS QUAD   -  WEESATCHE (1987)
 AN2459
 AN2459                         *CURRENT SURVEY CONTROL
 AN2459  ___________________________________________________________________
 AN2459* NAD 83(1986)-  28 47 58.     (N)    097 23 12.     (W)     SCALED    
 AN2459* NAVD 88     -        70.82   (+/-2cm)     232.3    (feet)  VERTCON   
 AN2459  ___________________________________________________________________
 AN2459  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN2459
 AN2459  VERT ORDER  -  THIRD (See Below)
 AN2459
 AN2459.The horizontal coordinates were scaled from a topographic map and have
 AN2459.an estimated accuracy of +/- 6 seconds.
 AN2459
 AN2459.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2459.The vertical order pertains to the NGVD 29 superseded value.
 AN2459
 AN2459.The geoid height was determined by GEOID03.
 AN2459
 AN2459;                    North         East    Units  Estimated Accuracy
 AN2459;SPC TXSC     - 4,108,160.      757,480.      MT  (+/- 180 meters Scaled)
 AN2459
 AN2459                          SUPERSEDED SURVEY CONTROL
 AN2459
 AN2459  NGVD 29 (01/29/03)   70.86   (m)          232.5    (f) RESET       3  
 AN2459
 AN2459.Superseded values are not recommended for survey control.
 AN2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2459.See file dsdata.txt to determine how the superseded data were derived.
 AN2459
 AN2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS574868(NAD 83)
 AN2459_MARKER: DV = VERTICAL CONTROL DISK
 AN2459_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN2459_SP_SET: CULVERT HEADWALL
 AN2459_STAMPING: H 890 RESET 1990
 AN2459_MARK LOGO: NGS   
 AN2459_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2459+STABILITY: SURFACE MOTION
 AN2459
 AN2459  HISTORY     - Date     Condition        Report By
 AN2459  HISTORY     - 1990     MONUMENTED       TXHD
 AN2459
 AN2459                          STATION DESCRIPTION
 AN2459
 AN2459'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1990
 AN2459'9.2 MILES (14.8 KM) NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION
 AN2459'OF U.S. HIGHWAY 59 IN GOLIAD, AT THE JUNCTION OF STATE HIGHWAY 119,
 AN2459'45 FEET (13.7 M) EAST OF THE CENTERLINE OF STATE HIGHWAY 119, AT A
 AN2459'SMALL CONCRETE CULVERT, IN THE SOUTH END OF THE WEST HEADWALL, AND
 AN2459'LEVEL WITH U.S. HIGHWAY 183.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0168 ***********************************************************************
 BY0168  DESIGNATION -  H 892
 BY0168  PID         -  BY0168
 BY0168  STATE/COUNTY-  TX/NACOGDOCHES
 BY0168  USGS QUAD   -  MARTINSVILLE (1984)
 BY0168
 BY0168                         *CURRENT SURVEY CONTROL
 BY0168  ___________________________________________________________________
 BY0168* NAD 83(1986)-  31 43 09.     (N)    094 26 56.     (W)     SCALED    
 BY0168* NAVD 88     -        86.48   (+/-2cm)     283.7    (feet)  VERTCON   
 BY0168  ___________________________________________________________________
 BY0168  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BY0168
 BY0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0168
 BY0168.The horizontal coordinates were scaled from a topographic map and have
 BY0168.an estimated accuracy of +/- 6 seconds.
 BY0168
 BY0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0168.The vertical order pertains to the NGVD 29 superseded value.
 BY0168
 BY0168.The geoid height was determined by GEOID03.
 BY0168
 BY0168;                    North         East    Units  Estimated Accuracy
 BY0168;SPC TX C     - 3,242,290.    1,257,450.      MT  (+/- 180 meters Scaled)
 BY0168
 BY0168                          SUPERSEDED SURVEY CONTROL
 BY0168
 BY0168  NGVD 29 (??/??/92)   86.494  (m)          283.77   (f) ADJ UNCH    2 0
 BY0168
 BY0168.Superseded values are not recommended for survey control.
 BY0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0168.See file dsdata.txt to determine how the superseded data were derived.
 BY0168
 BY0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR627102(NAD 83)
 BY0168_MARKER: DB = BENCH MARK DISK
 BY0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0168_STAMPING: H 892 1948
 BY0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0168+STABILITY: SURFACE MOTION
 BY0168
 BY0168  HISTORY     - Date     Condition        Report By
 BY0168  HISTORY     - 1948     MONUMENTED       CGS
 BY0168  HISTORY     - 19980919 GOOD             USPSQD
 BY0168
 BY0168                          STATION DESCRIPTION
 BY0168
 BY0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0168'6.4 MI N FROM MARTINSVILLE.
 BY0168'6.4 MILES NORTH ALONG THE MARTINSVILLE-GARRISON ROAD FROM THE J. L.
 BY0168'BURK ROCK STORE BUILDING AT MARTINSVILLE, 0.2 MILE NORTH OF THE NORTH
 BY0168'ONE OF A SERIES OF BRIDGES ACROSS NACONICHE CREEK AND THE NORTH EDGE
 BY0168'OF THE CREEK BOTTOMS, ON A BLUFF OVERLOOKING NACONICHE CREEK BOTTOM,
 BY0168'AT THE FARM HOME OF J. T. GRIFFIN, IN THE SOUTHWEST CORNER OF THE
 BY0168'FARMYARD, ABOUT 200.0 FEET NORTH OF A JUNCTION WITH A ROAD LEADING
 BY0168'EAST, 59.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE,
 BY0168'47.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET WEST OF A
 BY0168'BOARD FENCE, 1.2 FEET NORTH OF A WIRE FENCE, AND SET IN THE TOP OF A
 BY0168'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY0168
 BY0168                          STATION RECOVERY (1998)
 BY0168
 BY0168'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1177 ***********************************************************************
 BY1177  DESIGNATION -  H 893
 BY1177  PID         -  BY1177
 BY1177  STATE/COUNTY-  TX/NACOGDOCHES
 BY1177  USGS QUAD   -  WODEN (1983)
 BY1177
 BY1177                         *CURRENT SURVEY CONTROL
 BY1177  ___________________________________________________________________
 BY1177* NAD 83(1986)-  31 36 13.     (N)    094 36 20.     (W)     SCALED    
 BY1177* NAVD 88     -       105.94   (+/-2cm)     347.6    (feet)  VERTCON   
 BY1177  ___________________________________________________________________
 BY1177  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY1177
 BY1177  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1177
 BY1177.The horizontal coordinates were scaled from a topographic map and have
 BY1177.an estimated accuracy of +/- 6 seconds.
 BY1177
 BY1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1177.The vertical order pertains to the NGVD 29 superseded value.
 BY1177
 BY1177.The geoid height was determined by GEOID03.
 BY1177
 BY1177;                    North         East    Units  Estimated Accuracy
 BY1177;SPC TX C     - 3,228,720.    1,243,280.      MT  (+/- 180 meters Scaled)
 BY1177
 BY1177                          SUPERSEDED SURVEY CONTROL
 BY1177
 BY1177  NGVD 29 (??/??/92)  106.022  (m)          347.84   (f) ADJ UNCH    2 0
 BY1177
 BY1177.Superseded values are not recommended for survey control.
 BY1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1177.See file dsdata.txt to determine how the superseded data were derived.
 BY1177
 BY1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ476976(NAD 83)
 BY1177_MARKER: DB = BENCH MARK DISK
 BY1177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1177_SP_SET: CULVERT
 BY1177_STAMPING: H 893 1948
 BY1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1177
 BY1177  HISTORY     - Date     Condition        Report By
 BY1177  HISTORY     - 1948     MONUMENTED       CGS
 BY1177  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1177  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1177
 BY1177                          STATION DESCRIPTION
 BY1177
 BY1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1177'1.9 MI E FROM NACOGDOCHES.
 BY1177'1.9 MILES EAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF STATE
 BY1177'HIGHWAYS 7 AND 21 AT NACOGDOCHES, ABOUT 0.15 MILE EAST OF A CURVE IN
 BY1177'HIGHWAY, 0.5 MILE WEST OF CROSSING OF A PIPE LINE, ABOUT 200 FEET WEST
 BY1177'OF A WHITE FRAME DWELLING, 20.0 FEET NORTH OF AND 1.0 FOOT HIGHER THAN
 BY1177'THE CENTER LINE OF THE HIGHWAY, 4.9 FEET EAST OF THE WEST END OF AND
 BY1177'SET IN THE TOP OF THE NORTH CONCRETE HEADWALL FOR A LARGE TRIPLE
 BY1177'CONCRETE BOX CULVERT FOR DRAIN UNDER HIGHWAY.
 BY1177
 BY1177                          STATION RECOVERY (1977)
 BY1177
 BY1177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1177'MARK NOT FOUND.
 BY1177
 BY1177                          STATION RECOVERY (1998)
 BY1177
 BY1177'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0257 ***********************************************************************
 BY0257  DESIGNATION -  H 894
 BY0257  PID         -  BY0257
 BY0257  STATE/COUNTY-  TX/NACOGDOCHES
 BY0257  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0257
 BY0257                         *CURRENT SURVEY CONTROL
 BY0257  ___________________________________________________________________
 BY0257* NAD 83(1986)-  31 35 24.     (N)    094 19 22.     (W)     SCALED    
 BY0257* NAVD 88     -        68.92   (+/-2cm)     226.1    (feet)  VERTCON   
 BY0257  ___________________________________________________________________
 BY0257  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BY0257
 BY0257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0257
 BY0257.The horizontal coordinates were scaled from a topographic map and have
 BY0257.an estimated accuracy of +/- 6 seconds.
 BY0257
 BY0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0257.The vertical order pertains to the NGVD 29 superseded value.
 BY0257
 BY0257.The geoid height was determined by GEOID03.
 BY0257
 BY0257;                    North         East    Units  Estimated Accuracy
 BY0257;SPC TX C     - 3,228,620.    1,270,150.      MT  (+/- 180 meters Scaled)
 BY0257
 BY0257                          SUPERSEDED SURVEY CONTROL
 BY0257
 BY0257  NGVD 29 (??/??/92)   68.957  (m)          226.24   (f) ADJ UNCH    2 0
 BY0257
 BY0257.Superseded values are not recommended for survey control.
 BY0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0257.See file dsdata.txt to determine how the superseded data were derived.
 BY0257
 BY0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ744957(NAD 83)
 BY0257_MARKER: DB = BENCH MARK DISK
 BY0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0257_STAMPING: H 894 1949
 BY0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0257+STABILITY: SURFACE MOTION
 BY0257
 BY0257  HISTORY     - Date     Condition        Report By
 BY0257  HISTORY     - 1949     MONUMENTED       CGS
 BY0257
 BY0257                          STATION DESCRIPTION
 BY0257
 BY0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0257'3.2 MI NE FROM ATTOYAC.
 BY0257'3.2 MILES NORTHEAST ALONG A GRADED DIRT ROAD LEADING TO THE ATTOYAC
 BY0257'RIVER FROM THE POST OFFICE AT ATTOYAC, APPROXIMATELY 1.0 MILE WEST
 BY0257'ALONG A DIM TRAIL FROM BENCH MARK N 485, 212.0 FEET SOUTHWEST OF THE
 BY0257'SOUTHWEST BANK OF THE ATTOYAC RIVER, 32.0 FEET NORTHWEST OF THE CENTER
 BY0257'LINE OF THE ROAD, 19.0 FEET NORTH OF THE CENTER OF A WIRE GATE, 12.0
 BY0257'FEET NORTH OF A 12-INCH GUM TREE, 7.4 FEET SOUTH OF AN 8-INCH GUM
 BY0257'TREE, 2.0 FEET SOUTH OF A REFERENCE POST, 1.3 FEET EAST OF A FENCE,
 BY0257'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BY0257'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0194 ***********************************************************************
 BY0194  DESIGNATION -  H 895
 BY0194  PID         -  BY0194
 BY0194  STATE/COUNTY-  TX/SHELBY
 BY0194  USGS QUAD   -  MARTINSVILLE (1984)
 BY0194
 BY0194                         *CURRENT SURVEY CONTROL
 BY0194  ___________________________________________________________________
 BY0194* NAD 83(1986)-  31 40 07.     (N)    094 22 35.     (W)     SCALED    
 BY0194* NAVD 88     -       117.08   (+/-2cm)     384.1    (feet)  VERTCON   
 BY0194  ___________________________________________________________________
 BY0194  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BY0194
 BY0194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0194
 BY0194.The horizontal coordinates were scaled from a topographic map and have
 BY0194.an estimated accuracy of +/- 6 seconds.
 BY0194
 BY0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0194.The vertical order pertains to the NGVD 29 superseded value.
 BY0194
 BY0194.The geoid height was determined by GEOID03.
 BY0194
 BY0194;                    North         East    Units  Estimated Accuracy
 BY0194;SPC TX C     - 3,237,050.    1,264,610.      MT  (+/- 180 meters Scaled)
 BY0194
 BY0194                          SUPERSEDED SURVEY CONTROL
 BY0194
 BY0194  NGVD 29 (??/??/92)  117.101  (m)          384.19   (f) ADJ UNCH    2 0
 BY0194
 BY0194.Superseded values are not recommended for survey control.
 BY0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0194.See file dsdata.txt to determine how the superseded data were derived.
 BY0194
 BY0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR695045(NAD 83)
 BY0194_MARKER: DB = BENCH MARK DISK
 BY0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0194_STAMPING: H 895 1949
 BY0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0194+STABILITY: SURFACE MOTION
 BY0194
 BY0194  HISTORY     - Date     Condition        Report By
 BY0194  HISTORY     - 1949     MONUMENTED       CGS
 BY0194
 BY0194                          STATION DESCRIPTION
 BY0194
 BY0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0194'3.05 MI NE FROM MARTINSVILLE.
 BY0194'3.05 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE J. L. BURK ROCK
 BY0194'STORE BUILDING AT MARTINSVILLE, 67.4 FEET NORTHWEST OF THE CENTER LINE
 BY0194'OF THE HIGHWAY, 57.2 FEET EAST OF THE EAST CORNER OF THE FARM HOME OF
 BY0194'A. C. FULSON, 45.0 FEET EAST OF A WELL, 18.0 FEET NORTHWEST OF A FENCE
 BY0194'CORNER, 5.0 FEET NORTHWEST OF A POWER POLE, 1.9 FEET SOUTHEAST OF A
 BY0194'REFERENCE POST, 1.4 FEET SOUTHWEST OF A FENCE, AND SET IN THE TOP OF A
 BY0194'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1475 ***********************************************************************
 BY1475  DESIGNATION -  H 897
 BY1475  PID         -  BY1475
 BY1475  STATE/COUNTY-  TX/HOUSTON
 BY1475  USGS QUAD   -  KENNARD (1951)
 BY1475
 BY1475                         *CURRENT SURVEY CONTROL
 BY1475  ___________________________________________________________________
 BY1475* NAD 83(1986)-  31 21 39.     (N)    095 10 48.     (W)     SCALED    
 BY1475* NAVD 88     -       108.05   (+/-2cm)     354.5    (feet)  VERTCON   
 BY1475  ___________________________________________________________________
 BY1475  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BY1475
 BY1475  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1475
 BY1475.The horizontal coordinates were scaled from a topographic map and have
 BY1475.an estimated accuracy of +/- 6 seconds.
 BY1475
 BY1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1475.The vertical order pertains to the NGVD 29 superseded value.
 BY1475
 BY1475.The geoid height was determined by GEOID03.
 BY1475
 BY1475;                    North         East    Units  Estimated Accuracy
 BY1475;SPC TX C     - 3,199,160.    1,190,080.      MT  (+/- 180 meters Scaled)
 BY1475
 BY1475                          SUPERSEDED SURVEY CONTROL
 BY1475
 BY1475  NGVD 29 (??/??/92)  108.070  (m)          354.56   (f) ADJ UNCH    2 0
 BY1475
 BY1475.Superseded values are not recommended for survey control.
 BY1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1475.See file dsdata.txt to determine how the superseded data were derived.
 BY1475
 BY1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ926716(NAD 83)
 BY1475_MARKER: DB = BENCH MARK DISK
 BY1475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1475_SP_SET: BUILDING
 BY1475_STAMPING: H 897 1948
 BY1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1475
 BY1475  HISTORY     - Date     Condition        Report By
 BY1475  HISTORY     - 1948     MONUMENTED       CGS
 BY1475
 BY1475                          STATION DESCRIPTION
 BY1475
 BY1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1475'IN KENNARD.
 BY1475'AT KENNARD, AT THE NORTHWEST CORNER OF THE KENNARD HIGH SCHOOL, 106.0
 BY1475'FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO.7, 4.5 FEET EAST OF THE
 BY1475'NORTHWEST CORNER OF THE BUILDING, 4.6 FEET ABOVE GROUND AND SET
 BY1475'VERTICALLY IN THE NORTH WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1458 ***********************************************************************
 BZ1458  DESIGNATION -  H 898 RESET
 BZ1458  PID         -  BZ1458
 BZ1458  STATE/COUNTY-  TX/LEON
 BZ1458  USGS QUAD   -  BUFFALO (1982)
 BZ1458
 BZ1458                         *CURRENT SURVEY CONTROL
 BZ1458  ___________________________________________________________________
 BZ1458* NAD 83(1986)-  31 29 36.     (N)    096 05 04.     (W)     SCALED    
 BZ1458* NAVD 88     -        99.16   (meters)     325.3    (feet)  RESET     
 BZ1458  ___________________________________________________________________
 BZ1458  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BZ1458
 BZ1458  VERT ORDER  -  THIRD
 BZ1458
 BZ1458.The horizontal coordinates were scaled from a topographic map and have
 BZ1458.an estimated accuracy of +/- 6 seconds.
 BZ1458
 BZ1458.The orthometric height was computed from unverified reset data.
 BZ1458
 BZ1458.The geoid height was determined by GEOID03.
 BZ1458
 BZ1458;                    North         East    Units  Estimated Accuracy
 BZ1458;SPC TX C     - 3,210,210.    1,103,550.      MT  (+/- 180 meters Scaled)
 BZ1458
 BZ1458                          SUPERSEDED SURVEY CONTROL
 BZ1458
 BZ1458  NGVD 29 (01/29/03)   99.15   (m)          325.3    (f) RESET       3  
 BZ1458
 BZ1458.Superseded values are not recommended for survey control.
 BZ1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1458.See file dsdata.txt to determine how the superseded data were derived.
 BZ1458
 BZ1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV769879(NAD 83)
 BZ1458_MARKER: DB = BENCH MARK DISK
 BZ1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1458_SP_SET: CONCRETE POST
 BZ1458_STAMPING: H 898 RESET 1955
 BZ1458_MARK LOGO: CGS   
 BZ1458_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1458+STABILITY: SURFACE MOTION
 BZ1458
 BZ1458  HISTORY     - Date     Condition        Report By
 BZ1458  HISTORY     - 1955     MONUMENTED       CGS
 BZ1458
 BZ1458                          STATION DESCRIPTION
 BZ1458
 BZ1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BZ1458'2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE MAIN CROSSROADS IN
 BZ1458'BUFFALO, AT A T-ROAD LEADING NORTHEAST FROM THE HIGHWAY, 0.3 MILE
 BZ1458'NORTH OF THE BUFFALO CREEK BRIDGE, 100 YARDS SOUTH OF THE FIRST
 BZ1458'DIVIDE FROM THE BRIDGE, IN THE EAST RIGHT-OF-WAY FENCE, 15 FEET NORTH
 BZ1458'OF THE FENCE CORNER AND 30 FEET NORTH OF THE CENTERLINE OF THE DIRT
 BZ1458'ROAD, PROJECTING ABOUT 4 INCHES, AND 2 FEET NORTH OF WHITE WITNESS
 BZ1458'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2019 ***********************************************************************
 BY2019  DESIGNATION -  H 899
 BY2019  PID         -  BY2019
 BY2019  STATE/COUNTY-  TX/LEON
 BY2019  USGS QUAD   -  KEECHI (1964)
 BY2019
 BY2019                         *CURRENT SURVEY CONTROL
 BY2019  ___________________________________________________________________
 BY2019* NAD 83(1986)-  31 34 08.     (N)    095 53 24.     (W)     SCALED    
 BY2019* NAVD 88     -        84.684  (meters)     277.83   (feet)  ADJUSTED  
 BY2019  ___________________________________________________________________
 BY2019  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BY2019  DYNAMIC HT  -          84.580 (meters)     277.49  (feet)  COMP
 BY2019  MODELED GRAV-     979,415.5   (mgal)                       NAVD 88
 BY2019
 BY2019  VERT ORDER  -  FIRST     CLASS II
 BY2019
 BY2019.The horizontal coordinates were scaled from a topographic map and have
 BY2019.an estimated accuracy of +/- 6 seconds.
 BY2019
 BY2019.The orthometric height was determined by differential leveling
 BY2019.and adjusted by the National Geodetic Survey in June 1991..
 BY2019
 BY2019.The geoid height was determined by GEOID03.
 BY2019
 BY2019.The dynamic height is computed by dividing the NAVD 88
 BY2019.geopotential number by the normal gravity value computed on the
 BY2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2019.degrees latitude (g = 980.6199 gals.).
 BY2019
 BY2019.The modeled gravity was interpolated from observed gravity values.
 BY2019
 BY2019;                    North         East    Units  Estimated Accuracy
 BY2019;SPC TX C     - 3,219,300.    1,121,680.      MT  (+/- 180 meters Scaled)
 BY2019
 BY2019                          SUPERSEDED SURVEY CONTROL
 BY2019
 BY2019  NGVD 29 (??/??/92)   84.664  (m)          277.77   (f) ADJ UNCH    1 2
 BY2019
 BY2019.Superseded values are not recommended for survey control.
 BY2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2019.See file dsdata.txt to determine how the superseded data were derived.
 BY2019
 BY2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ257962(NAD 83)
 BY2019_MARKER: DB = BENCH MARK DISK
 BY2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2019_STAMPING: H 899 1948
 BY2019_PROJECTION: PROJECTING 10 CENTIMETERS
 BY2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2019+STABILITY: SURFACE MOTION
 BY2019
 BY2019  HISTORY     - Date     Condition        Report By
 BY2019  HISTORY     - 1948     MONUMENTED       CGS
 BY2019  HISTORY     - 1952     GOOD             NGS
 BY2019  HISTORY     - 1980     GOOD             NGS
 BY2019  HISTORY     - 1990     GOOD             USPSQD
 BY2019
 BY2019                          STATION DESCRIPTION
 BY2019
 BY2019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2019'2.7 MI SW FROM OAKWOOD.
 BY2019'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD STATE BANK
 BY2019'AT OAKWOOD, 100 YARDS SOUTHWEST OF THE SOUTHWEST END OF A LARGE
 BY2019'CONCRETE BRIDGE, 49 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BY2019'AT A JUNCTION WITH A DIRT ROAD LEADING NORTHWEST, 1 FOOT NORTHWEST OF
 BY2019'A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BY2019'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY2019
 BY2019                          STATION RECOVERY (1980)
 BY2019
 BY2019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2019'4.35 KM. (2.7 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE OAKWOOD
 BY2019'STATE BANK IN OAKWOOD, AT THE JUNCTION OF A TRACK ROAD LEADING EAST,
 BY2019'145 M. (160 YDS.) SOUTHWEST OF THE SOUTHWEST END OF THE UPPER KEECHI
 BY2019'BRIDGE, 7.9 M. (26.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 BY2019'0.5 M. (1.5 FT.) NORTHWEST OF A FENCE, 14.9 M. (49.0 FT.) SOUTHEAST
 BY2019'OF THE CENTERLINE OF THE HIGHWAY.
 BY2019'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BY2019'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BY2019
 BY2019                          STATION RECOVERY (1990)
 BY2019
 BY2019'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0115 ***********************************************************************
 FL0115  DESIGNATION -  H 9
 FL0115  PID         -  FL0115
 FL0115  STATE/COUNTY-  TX/WHEELER
 FL0115  USGS QUAD   -  FULLER (1963)
 FL0115
 FL0115                         *CURRENT SURVEY CONTROL
 FL0115  ___________________________________________________________________
 FL0115* NAD 83(1986)-  35 13 44.     (N)    100 01 12.     (W)     SCALED    
 FL0115* NAVD 88     -       654.218  (meters)    2146.38   (feet)  ADJUSTED  
 FL0115  ___________________________________________________________________
 FL0115  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0115  DYNAMIC HT  -         653.549 (meters)    2144.19  (feet)  COMP
 FL0115  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 FL0115
 FL0115  VERT ORDER  -  FIRST     CLASS II
 FL0115
 FL0115.The horizontal coordinates were scaled from a topographic map and have
 FL0115.an estimated accuracy of +/- 6 seconds.
 FL0115
 FL0115.The orthometric height was determined by differential leveling
 FL0115.and adjusted by the National Geodetic Survey in June 1991..
 FL0115
 FL0115.The geoid height was determined by GEOID03.
 FL0115
 FL0115.The dynamic height is computed by dividing the NAVD 88
 FL0115.geopotential number by the normal gravity value computed on the
 FL0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0115.degrees latitude (g = 980.6199 gals.).
 FL0115
 FL0115.The modeled gravity was interpolated from observed gravity values.
 FL0115
 FL0115;                    North         East    Units  Estimated Accuracy
 FL0115;SPC TX N     - 1,137,340.      334,710.      MT  (+/- 180 meters Scaled)
 FL0115
 FL0115                          SUPERSEDED SURVEY CONTROL
 FL0115
 FL0115  NGVD 29 (??/??/92)  653.97   (m)         2145.6    (f) COMPUTED    1 2
 FL0115
 FL0115.Superseded values are not recommended for survey control.
 FL0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0115.See file dsdata.txt to determine how the superseded data were derived.
 FL0115
 FL0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD071989(NAD 83)
 FL0115_MARKER: P = PIPE CAP
 FL0115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0115_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL0115_STAMPING: ELEV 2145.642 FT H 9
 FL0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0115
 FL0115  HISTORY     - Date     Condition        Report By
 FL0115  HISTORY     - UNK      MONUMENTED       CGS
 FL0115  HISTORY     - 1952     GOOD             NGS
 FL0115
 FL0115                          STATION DESCRIPTION
 FL0115
 FL0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FL0115'IN BENONINE.
 FL0115'AT BENONINE, 174 FEET WEST OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0115'RAILROAD STATION SIGN, 9 1/2 POLES NORTHWEST OF MILEPOST 650, 46.3
 FL0115'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 0.5 FOOT SOUTH OF A
 FL0115'FENCE, 1.4 FEET NORTH OF A WITNESS POST, 84.5 FEET NORTH OF THE
 FL0115'NORTHEAST CORNER OF A STOCK PEN, SCREWED ON THE TOP OF A 3 1/2 INCH
 FL0115'IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0467 ***********************************************************************
 AO0467  DESIGNATION -  H 9
 AO0467  PID         -  AO0467
 AO0467  STATE/COUNTY-  TX/DIMMIT
 AO0467  USGS QUAD   -  BIG WELLS (1972)
 AO0467
 AO0467                         *CURRENT SURVEY CONTROL
 AO0467  ___________________________________________________________________
 AO0467* NAD 83(1986)-  28 34 27.     (N)    099 31 11.     (W)     SCALED    
 AO0467* NAVD 88     -       165.848  (meters)     544.12   (feet)  ADJUSTED  
 AO0467  ___________________________________________________________________
 AO0467  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AO0467  DYNAMIC HT  -         165.601 (meters)     543.31  (feet)  COMP
 AO0467  MODELED GRAV-     979,149.7   (mgal)                       NAVD 88
 AO0467
 AO0467  VERT ORDER  -  SECOND    CLASS 0
 AO0467
 AO0467.The horizontal coordinates were scaled from a topographic map and have
 AO0467.an estimated accuracy of +/- 6 seconds.
 AO0467
 AO0467.The orthometric height was determined by differential leveling
 AO0467.and adjusted by the National Geodetic Survey in June 1991..
 AO0467
 AO0467.The geoid height was determined by GEOID03.
 AO0467
 AO0467.The dynamic height is computed by dividing the NAVD 88
 AO0467.geopotential number by the normal gravity value computed on the
 AO0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0467.degrees latitude (g = 980.6199 gals.).
 AO0467
 AO0467.The modeled gravity was interpolated from observed gravity values.
 AO0467
 AO0467;                    North         East    Units  Estimated Accuracy
 AO0467;SPC TXSC     - 4,082,220.      549,160.      MT  (+/- 180 meters Scaled)
 AO0467
 AO0467                          SUPERSEDED SURVEY CONTROL
 AO0467
 AO0467  NGVD 29 (??/??/92)  165.760  (m)          543.83   (f) ADJ UNCH    2 0
 AO0467
 AO0467.Superseded values are not recommended for survey control.
 AO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0467.See file dsdata.txt to determine how the superseded data were derived.
 AO0467
 AO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS491609(NAD 83)
 AO0467_MARKER: DD = SURVEY DISK
 AO0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0467_STAMPING: 1929 H-9
 AO0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0467+STABILITY: SURFACE MOTION
 AO0467
 AO0467  HISTORY     - Date     Condition        Report By
 AO0467  HISTORY     - 1929     MONUMENTED       USGS
 AO0467  HISTORY     - 1934     GOOD             NGS
 AO0467  HISTORY     - 1940     GOOD             NGS
 AO0467
 AO0467                          STATION DESCRIPTION
 AO0467
 AO0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0467'3.0 MI E FROM BIG WELLS.
 AO0467'ABOUT 3 MILES E OF AND ALONG STATE HWY NO. 85 1.5 MILES N OF
 AO0467'CENTER-LINE OF S. A. U. AND G. R. R. AND AT THE JUNCTION OF STATE HWY
 AO0467'NO. 85 AND THE BIG-WELLS-COTULLA ROAD.  40 FT. SE OF CENTER-LINE OF
 AO0467'HWY AND 29 FT. SW OF FORKS OF ROAD SE TO VALLEY WELLS.  6 FT. S OF
 AO0467'CORNER FENCE POST, IN TOP OF CORNER FENCE POST.
 AO0467
 AO0467                          STATION RECOVERY (1940)
 AO0467
 AO0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0812 ***********************************************************************
 FL0812  DESIGNATION -  H 9
 FL0812  PID         -  FL0812
 FL0812  STATE/COUNTY-  TX/HUTCHINSON
 FL0812  USGS QUAD   -  STINNETT (1978)
 FL0812
 FL0812                         *CURRENT SURVEY CONTROL
 FL0812  ___________________________________________________________________
 FL0812* NAD 83(1986)-  35 49 28.     (N)    101 26 34.     (W)     SCALED    
 FL0812* NAVD 88     -       969.034  (meters)    3179.24   (feet)  ADJUSTED  
 FL0812  ___________________________________________________________________
 FL0812  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FL0812  DYNAMIC HT  -         967.937 (meters)    3175.64  (feet)  COMP
 FL0812  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 FL0812
 FL0812  VERT ORDER  -  SECOND    CLASS 0
 FL0812
 FL0812.The horizontal coordinates were scaled from a topographic map and have
 FL0812.an estimated accuracy of +/- 6 seconds.
 FL0812
 FL0812.The orthometric height was determined by differential leveling
 FL0812.and adjusted by the National Geodetic Survey in June 1991..
 FL0812
 FL0812.The geoid height was determined by GEOID03.
 FL0812
 FL0812.The dynamic height is computed by dividing the NAVD 88
 FL0812.geopotential number by the normal gravity value computed on the
 FL0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0812.degrees latitude (g = 980.6199 gals.).
 FL0812
 FL0812.The modeled gravity was interpolated from observed gravity values.
 FL0812
 FL0812;                    North         East    Units  Estimated Accuracy
 FL0812;SPC TX N     - 1,202,400.      205,170.      MT  (+/- 180 meters Scaled)
 FL0812
 FL0812                          SUPERSEDED SURVEY CONTROL
 FL0812
 FL0812  NGVD 29 (??/??/92)  968.564  (m)         3177.70   (f) ADJ UNCH    2 0
 FL0812
 FL0812.Superseded values are not recommended for survey control.
 FL0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0812.See file dsdata.txt to determine how the superseded data were derived.
 FL0812
 FL0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE793672(NAD 83)
 FL0812_MARKER: DD = SURVEY DISK
 FL0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0812_SP_SET: SLAB
 FL0812_STAMPING: H-9 1927
 FL0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0812
 FL0812  HISTORY     - Date     Condition        Report By
 FL0812  HISTORY     - 1927     MONUMENTED       USGS
 FL0812  HISTORY     - 1934     GOOD             NGS
 FL0812  HISTORY     - 1935     GOOD             NGS
 FL0812
 FL0812                          STATION DESCRIPTION
 FL0812
 FL0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL0812'IN STINNETT.
 FL0812'SET IN THE CONCRETE SLAB THAT SUPPORTS THE GAS PUMPS OF THE STINNETT
 FL0812'MOTOR CO.  MARK IS 1 FT. NE OFTHE NE PORCH ROOF SUPPORT.
 FL0812
 FL0812                          STATION RECOVERY (1935)
 FL0812
 FL0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FL0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0015 ***********************************************************************
 AB0015  DESIGNATION -  H 9 USGS
 AB0015  PID         -  AB0015
 AB0015  STATE/COUNTY-  TX/CAMERON
 AB0015  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0015
 AB0015                         *CURRENT SURVEY CONTROL
 AB0015  ___________________________________________________________________
 AB0015* NAD 83(1986)-  25 57 17.     (N)    097 27 17.     (W)     SCALED    
 AB0015* NAVD 88     -         5.038  (meters)      16.53   (feet)  ADJUSTED  
 AB0015  ___________________________________________________________________
 AB0015  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 AB0015  DYNAMIC HT  -           5.030 (meters)      16.50  (feet)  COMP
 AB0015  MODELED GRAV-     979,034.4   (mgal)                       NAVD 88
 AB0015
 AB0015  VERT ORDER  -  FIRST     CLASS II
 AB0015
 AB0015.The horizontal coordinates were scaled from a topographic map and have
 AB0015.an estimated accuracy of +/- 6 seconds.
 AB0015
 AB0015.The orthometric height was determined by differential leveling
 AB0015.and adjusted by the National Geodetic Survey in June 1991..
 AB0015
 AB0015.The geoid height was determined by GEOID03.
 AB0015
 AB0015.The dynamic height is computed by dividing the NAVD 88
 AB0015.geopotential number by the normal gravity value computed on the
 AB0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0015.degrees latitude (g = 980.6199 gals.).
 AB0015
 AB0015.The modeled gravity was interpolated from observed gravity values.
 AB0015
 AB0015;                    North         East    Units  Estimated Accuracy
 AB0015;SPC TX S     - 5,032,350.      404,700.      MT  (+/- 180 meters Scaled)
 AB0015
 AB0015                          SUPERSEDED SURVEY CONTROL
 AB0015
 AB0015  NGVD 29 (??/??/92)    5.123  (m)           16.81   (f) ADJ UNCH    1 2
 AB0015
 AB0015.Superseded values are not recommended for survey control.
 AB0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0015.See file dsdata.txt to determine how the superseded data were derived.
 AB0015
 AB0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP547715(NAD 83)
 AB0015_MARKER: DD = SURVEY DISK
 AB0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0015_STAMPING: H 9 1929
 AB0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0015+STABILITY: SURFACE MOTION
 AB0015
 AB0015  HISTORY     - Date     Condition        Report By
 AB0015  HISTORY     - 1929     MONUMENTED       USGS
 AB0015  HISTORY     - 1951     GOOD             NGS
 AB0015  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0015  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0015  HISTORY     - 19910315 MARK NOT FOUND   USPSQD
 AB0015
 AB0015                          STATION DESCRIPTION
 AB0015
 AB0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0015'5.0 MI NE FROM BROWNSVILLE.
 AB0015'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION
 AB0015'OF U.S. HIGHWAY 83 AT BROWNSVILLE, CAMERON COUNTY, THENCE ABOUT 0.6
 AB0015'MILE NORTHEAST ALONG STATE HIGHWAY 48, AND THENCE ABOUT 2.0 MILES
 AB0015'NORTH ALONG A GRADED DIRT ROAD.  ABOUT 102 FEET NORTH OF A SMALL
 AB0015'BRIDGE, ON THE EAST BANK OF A DRAINAGE DITCH, 36 FEET WEST OF THE
 AB0015'CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 AB0015'AND ABOUT LEVEL WITH THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 AB0015'STANDARD DISK, STAMPED H 9 1929 AND SET IN THE TOP OF A CONCRETE POST
 AB0015'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AB0015
 AB0015                          STATION RECOVERY (1982)
 AB0015
 AB0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0015'SEARCHED FOR AND NOT RECOVERED THIS DATE. NOTE, ROAD HAS BEEN WIDENED.
 AB0015
 AB0015                          STATION RECOVERY (1990)
 AB0015
 AB0015'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0015'MARK NOT FOUND.
 AB0015
 AB0015                          STATION RECOVERY (1991)
 AB0015
 AB0015'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1842 ***********************************************************************
 BK1842  DESIGNATION -  H 90
 BK1842  PID         -  BK1842
 BK1842  STATE/COUNTY-  TX/JASPER
 BK1842  USGS QUAD   -  CALL JUNCTION (1984)
 BK1842
 BK1842                         *CURRENT SURVEY CONTROL
 BK1842  ___________________________________________________________________
 BK1842* NAD 83(1986)-  30 30 20.     (N)    093 56 10.     (W)     SCALED    
 BK1842* NAVD 88     -        31.71   (+/-2cm)     104.0    (feet)  VERTCON   
 BK1842  ___________________________________________________________________
 BK1842  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BK1842
 BK1842  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1842
 BK1842.The horizontal coordinates were scaled from a topographic map and have
 BK1842.an estimated accuracy of +/- 6 seconds.
 BK1842
 BK1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1842.The vertical order pertains to the NGVD 29 superseded value.
 BK1842
 BK1842.The geoid height was determined by GEOID03.
 BK1842
 BK1842;                    North         East    Units  Estimated Accuracy
 BK1842;SPC TX C     - 3,110,650.    1,313,700.      MT  (+/- 180 meters Scaled)
 BK1842
 BK1842                          SUPERSEDED SURVEY CONTROL
 BK1842
 BK1842  NGVD 29 (??/??/??)   31.690  (m)          103.97   (f) ADJUSTED    1 2
 BK1842
 BK1842.Superseded values are not recommended for survey control.
 BK1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1842.See file dsdata.txt to determine how the superseded data were derived.
 BK1842
 BK1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP101751(NAD 83)
 BK1842_MARKER: DB = BENCH MARK DISK
 BK1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1842_STAMPING: 103.970 H 90 1932
 BK1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1842+STABILITY: SURFACE MOTION
 BK1842
 BK1842  HISTORY     - Date     Condition        Report By
 BK1842  HISTORY     - 1932     MONUMENTED       CGS
 BK1842  HISTORY     - 1934     GOOD             CGS
 BK1842  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1842
 BK1842                          STATION DESCRIPTION
 BK1842
 BK1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1842'3.0 MI N FROM BESSMAY.
 BK1842'3.0 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1842'STATION AT BESSMAY, JASPER COUNTY, 13 POLES NORTH OF MILE POLE 41, 50
 BK1842'FEET WEST OF THE TRACK, 30 FEET SOUTHWEST OF A POLE, AND IN A FENCE
 BK1842'LINE.  A STANDARD DISK, STAMPED 103.970 H 90 1932 AND SET IN THE TOP
 BK1842'OF A CONCRETE POST.
 BK1842
 BK1842                          STATION RECOVERY (1934)
 BK1842
 BK1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1842'RECOVERED IN GOOD CONDITION.
 BK1842
 BK1842                          STATION RECOVERY (1978)
 BK1842
 BK1842'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0731 ***********************************************************************
 BZ0731  DESIGNATION -  H 900
 BZ0731  PID         -  BZ0731
 BZ0731  STATE/COUNTY-  TX/MCLENNAN
 BZ0731  USGS QUAD   -  WACO WEST (1975)
 BZ0731
 BZ0731                         *CURRENT SURVEY CONTROL
 BZ0731  ___________________________________________________________________
 BZ0731* NAD 83(1986)-  31 36 15.     (N)    097 13 13.     (W)     SCALED    
 BZ0731* NAVD 88     -       152.041  (meters)     498.82   (feet)  ADJUSTED  
 BZ0731  ___________________________________________________________________
 BZ0731  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BZ0731  DYNAMIC HT  -         151.849 (meters)     498.19  (feet)  COMP
 BZ0731  MODELED GRAV-     979,373.6   (mgal)                       NAVD 88
 BZ0731
 BZ0731  VERT ORDER  -  FIRST     CLASS II
 BZ0731
 BZ0731.This mark is at Waco Reg (ACT) Airport (ACT)
 BZ0731
 BZ0731.The horizontal coordinates were scaled from a topographic map and have
 BZ0731.an estimated accuracy of +/- 6 seconds.
 BZ0731
 BZ0731.The orthometric height was determined by differential leveling
 BZ0731.and adjusted by the National Geodetic Survey in June 1991..
 BZ0731
 BZ0731.The geoid height was determined by GEOID03.
 BZ0731
 BZ0731.The dynamic height is computed by dividing the NAVD 88
 BZ0731.geopotential number by the normal gravity value computed on the
 BZ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0731.degrees latitude (g = 980.6199 gals.).
 BZ0731
 BZ0731.The modeled gravity was interpolated from observed gravity values.
 BZ0731
 BZ0731;                    North         East    Units  Estimated Accuracy
 BZ0731;SPC TX C     - 3,218,920.      995,360.      MT  (+/- 180 meters Scaled)
 BZ0731
 BZ0731                          SUPERSEDED SURVEY CONTROL
 BZ0731
 BZ0731  NGVD 29 (??/??/92)  151.975  (m)          498.60   (f) ADJ UNCH    1 2
 BZ0731
 BZ0731.Superseded values are not recommended for survey control.
 BZ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0731.See file dsdata.txt to determine how the superseded data were derived.
 BZ0731
 BZ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV688979(NAD 83)
 BZ0731_MARKER: DB = BENCH MARK DISK
 BZ0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0731_SP_SET: BASE
 BZ0731_STAMPING: H 900 1944
 BZ0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0731
 BZ0731  HISTORY     - Date     Condition        Report By
 BZ0731  HISTORY     - 1944     MONUMENTED       CGS
 BZ0731  HISTORY     - 1953     MARK NOT FOUND   NGS
 BZ0731  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0731
 BZ0731                          STATION DESCRIPTION
 BZ0731
 BZ0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BZ0731'IN WACO MUNI AIRPORT.
 BZ0731'AT WACO MUNICIPAL AIRPORT (FORMERLY BLACKLAND ARMY AIR FIELD),
 BZ0731'MCLENNAN COUNTY, IN FRONT OF THE ADMINISTRATION BUILDING, AT THE
 BZ0731'FLAGPOLE, IN THE CONCRETE BASE AND WALK AROUND THE POLE, 1 FOOT NORTH
 BZ0731'OF THE POLE.  NOTE-- OLD FLAGPOLE BASE DESTROYED.
 BZ0731
 BZ0731                          STATION RECOVERY (1995)
 BZ0731
 BZ0731'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0208 ***********************************************************************
 BL0208  DESIGNATION -  H 901
 BL0208  PID         -  BL0208
 BL0208  STATE/COUNTY-  TX/JEFFERSON
 BL0208  USGS QUAD   -  CHINA (1985)
 BL0208
 BL0208                         *CURRENT SURVEY CONTROL
 BL0208  ___________________________________________________________________
 BL0208* NAD 83(1986)-  30 03 23.     (N)    094 16 23.     (W)     SCALED    
 BL0208* NAVD 88     -         9.889  (meters)      32.44   (feet)  ADJUSTED  
 BL0208  ___________________________________________________________________
 BL0208  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0208  DYNAMIC HT  -           9.876 (meters)      32.40  (feet)  COMP
 BL0208  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 BL0208
 BL0208  VERT ORDER  -  FIRST     CLASS I
 BL0208
 BL0208.The horizontal coordinates were scaled from a topographic map and have
 BL0208.an estimated accuracy of +/- 6 seconds.
 BL0208
 BL0208.The orthometric height was determined by differential leveling
 BL0208.and adjusted by the National Geodetic Survey in June 1991..
 BL0208
 BL0208.The geoid height was determined by GEOID03.
 BL0208
 BL0208.The dynamic height is computed by dividing the NAVD 88
 BL0208.geopotential number by the normal gravity value computed on the
 BL0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0208.degrees latitude (g = 980.6199 gals.).
 BL0208
 BL0208.The modeled gravity was interpolated from observed gravity values.
 BL0208
 BL0208;                    North         East    Units  Estimated Accuracy
 BL0208;SPC TXSC     - 4,255,590.    1,055,680.      MT  (+/- 180 meters Scaled)
 BL0208
 BL0208                          SUPERSEDED SURVEY CONTROL
 BL0208
 BL0208  NGVD 29 (??/??/92)    9.904  (m)           32.49   (f) ADJ UNCH    1 1
 BL0208
 BL0208.Superseded values are not recommended for survey control.
 BL0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0208.See file dsdata.txt to determine how the superseded data were derived.
 BL0208
 BL0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP772257(NAD 83)
 BL0208_MARKER: DB = BENCH MARK DISK
 BL0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0208_SP_SET: CULVERT
 BL0208_STAMPING: H 901 1944
 BL0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0208+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 BL0208
 BL0208  HISTORY     - Date     Condition        Report By
 BL0208  HISTORY     - 1944     MONUMENTED       CGS
 BL0208  HISTORY     - 1972     GOOD             NGS
 BL0208  HISTORY     - 19870815 GOOD             USPSQD
 BL0208  HISTORY     - 1988     GOOD             USPSQD
 BL0208  HISTORY     - 1988     GOOD             USPSQD
 BL0208  HISTORY     - 1988     POOR             USPSQD
 BL0208  HISTORY     - 1989     GOOD             USPSQD
 BL0208  HISTORY     - 1990     GOOD             USPSQD
 BL0208  HISTORY     - 19900207 GOOD             USPSQD
 BL0208  HISTORY     - 19940805 GOOD             USPSQD
 BL0208  HISTORY     - 19990728 GOOD             USPSQD
 BL0208  HISTORY     - 20010331 GOOD             NGS
 BL0208  HISTORY     - 20010331 GOOD             NGS
 BL0208  HISTORY     - 20030304 GOOD             USPSQD
 BL0208  HISTORY     - 20040304 GOOD             USPSQD
 BL0208
 BL0208                          STATION DESCRIPTION
 BL0208
 BL0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0208'3.65 MI E FROM CHINA.
 BL0208'ABOUT 3.65 MILES EAST ALONG US HIGHWAY 90 FROM A PAVED ROAD
 BL0208'INTERSECTION, 20.8 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE
 BL0208'OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL
 BL0208'TO A 10-FOOT CONCRETE BOX CULVERT OVER A DRAINAGE DITCH AND UNDER THE
 BL0208'WESTBOUND LANE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 BL0208
 BL0208                          STATION RECOVERY (1987)
 BL0208
 BL0208'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0208'RECOVERED IN GOOD CONDITION.
 BL0208
 BL0208                          STATION RECOVERY (1988)
 BL0208
 BL0208'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0208'RECOVERED IN GOOD CONDITION.
 BL0208
 BL0208                          STATION RECOVERY (1988)
 BL0208
 BL0208'RECOVERY NOTE BY US POWER SQUADRON 1988 (WET)
 BL0208'RECOVERED IN GOOD CONDITION.
 BL0208
 BL0208                          STATION RECOVERY (1988)
 BL0208
 BL0208'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0208'MARK RECOVERED IN POOR CONDITION.
 BL0208
 BL0208                          STATION RECOVERY (1989)
 BL0208
 BL0208'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0208'RECOVERED IN GOOD CONDITION.
 BL0208
 BL0208                          STATION RECOVERY (1990)
 BL0208
 BL0208'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0208'RECOVERED IN GOOD CONDITION.
 BL0208
 BL0208                          STATION RECOVERY (1990)
 BL0208
 BL0208'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0208'RECOVERED IN GOOD CONDITION.
 BL0208
 BL0208                          STATION RECOVERY (1994)
 BL0208
 BL0208'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0208'RECOVERED IN GOOD CONDITION.
 BL0208
 BL0208                          STATION RECOVERY (1999)
 BL0208
 BL0208'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0208'RECOVERED IN GOOD CONDITION.
 BL0208
 BL0208                          STATION RECOVERY (2001)
 BL0208
 BL0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0208'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0208
 BL0208                          STATION RECOVERY (2001)
 BL0208
 BL0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0208'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0208
 BL0208                          STATION RECOVERY (2003)
 BL0208
 BL0208'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0208'RECOVERED IN GOOD CONDITION.
 BL0208
 BL0208                          STATION RECOVERY (2004)
 BL0208
 BL0208'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0537 ***********************************************************************
 DN0537  DESIGNATION -  H 902
 DN0537  PID         -  DN0537
 DN0537  STATE/COUNTY-  TX/GRAYSON
 DN0537  USGS QUAD   -  SHERMAN NW (1974)
 DN0537
 DN0537                         *CURRENT SURVEY CONTROL
 DN0537  ___________________________________________________________________
 DN0537* NAD 83(1986)-  33 42 45.     (N)    096 39 58.     (W)     SCALED    
 DN0537* NAVD 88     -       231.123  (meters)     758.28   (feet)  ADJUSTED  
 DN0537  ___________________________________________________________________
 DN0537  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DN0537  DYNAMIC HT  -         230.874 (meters)     757.46  (feet)  COMP
 DN0537  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 DN0537
 DN0537  VERT ORDER  -  SECOND    CLASS 0
 DN0537
 DN0537.This mark is at Grayson Co (F39) Airport (F39)
 DN0537
 DN0537.The horizontal coordinates were scaled from a topographic map and have
 DN0537.an estimated accuracy of +/- 6 seconds.
 DN0537
 DN0537.The orthometric height was determined by differential leveling
 DN0537.and adjusted by the National Geodetic Survey in June 1991..
 DN0537
 DN0537.The geoid height was determined by GEOID03.
 DN0537
 DN0537.The dynamic height is computed by dividing the NAVD 88
 DN0537.geopotential number by the normal gravity value computed on the
 DN0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0537.degrees latitude (g = 980.6199 gals.).
 DN0537
 DN0537.The modeled gravity was interpolated from observed gravity values.
 DN0537
 DN0537;                    North         East    Units  Estimated Accuracy
 DN0537;SPC TXNC     - 2,228,350.      769,970.      MT  (+/- 180 meters Scaled)
 DN0537
 DN0537                          SUPERSEDED SURVEY CONTROL
 DN0537
 DN0537  NGVD 29 (??/??/92)  231.086  (m)          758.15   (f) ADJ UNCH    2 0
 DN0537
 DN0537.Superseded values are not recommended for survey control.
 DN0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0537.See file dsdata.txt to determine how the superseded data were derived.
 DN0537
 DN0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC162327(NAD 83)
 DN0537_MARKER: DB = BENCH MARK DISK
 DN0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0537_SP_SET: FOUNDATION
 DN0537_STAMPING: H 902 1945
 DN0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0537
 DN0537  HISTORY     - Date     Condition        Report By
 DN0537  HISTORY     - 1945     MONUMENTED       CGS
 DN0537  HISTORY     - 1956     GOOD             AMS
 DN0537  HISTORY     - 20020815 MARK NOT FOUND   USPSQD
 DN0537
 DN0537                          STATION DESCRIPTION
 DN0537
 DN0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DN0537'3.5 MI S FROM POTTSBORO.
 DN0537'3.5 MILES SOUTH AT PERRIN FIELD, IN THE WEST FACE OF THE SOUTH WING OF
 DN0537'THE BASE OPERATIONS BUILDING, 75.0 FEET SOUTHEAST OF THE SOUTHEAST
 DN0537'CORNER OF THE CENTER CONTROL TOWER, 9.0 FEET NORTH OF THE SOUTHWEST
 DN0537'CORNER OF OPERATIONS BUILDING AND 1.5 FEET ABOVE GROUND. A BRONZE DISK
 DN0537'STAMPED H 902 1945 SET VERTICALLY IN CONCRETE FOUNDATION.
 DN0537
 DN0537                          STATION RECOVERY (1956)
 DN0537
 DN0537'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DN0537'RECOVERED IN GOOD CONDITION.
 DN0537
 DN0537                          STATION RECOVERY (2002)
 DN0537
 DN0537'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 DN0537'BUILDING HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0361 ***********************************************************************
 DO0361  DESIGNATION -  H 903
 DO0361  PID         -  DO0361
 DO0361  STATE/COUNTY-  TX/WICHITA
 DO0361  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0361
 DO0361                         *CURRENT SURVEY CONTROL
 DO0361  ___________________________________________________________________
 DO0361* NAD 83(1986)-  33 59 03.     (N)    098 30 51.     (W)     SCALED    
 DO0361* NAVD 88     -       313.702  (meters)    1029.20   (feet)  ADJUSTED  
 DO0361  ___________________________________________________________________
 DO0361  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DO0361  DYNAMIC HT  -         313.360 (meters)    1028.08  (feet)  COMP
 DO0361  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 DO0361
 DO0361  VERT ORDER  -  SECOND    CLASS 0
 DO0361
 DO0361.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0361
 DO0361.The horizontal coordinates were scaled from a topographic map and have
 DO0361.an estimated accuracy of +/- 6 seconds.
 DO0361
 DO0361.The orthometric height was determined by differential leveling
 DO0361.and adjusted by the National Geodetic Survey in June 1991..
 DO0361
 DO0361.The geoid height was determined by GEOID03.
 DO0361
 DO0361.The dynamic height is computed by dividing the NAVD 88
 DO0361.geopotential number by the normal gravity value computed on the
 DO0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0361.degrees latitude (g = 980.6199 gals.).
 DO0361
 DO0361.The modeled gravity was interpolated from observed gravity values.
 DO0361
 DO0361;                    North         East    Units  Estimated Accuracy
 DO0361;SPC TXNC     - 2,257,000.      598,690.      MT  (+/- 180 meters Scaled)
 DO0361
 DO0361                          SUPERSEDED SURVEY CONTROL
 DO0361
 DO0361  NGVD 29 (??/??/92)  313.602  (m)         1028.88   (f) ADJ UNCH    2 0
 DO0361
 DO0361.Superseded values are not recommended for survey control.
 DO0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0361.See file dsdata.txt to determine how the superseded data were derived.
 DO0361
 DO0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC448605(NAD 83)
 DO0361_MARKER: DB = BENCH MARK DISK
 DO0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0361_SP_SET: FOUNDATION
 DO0361_STAMPING: H 903 1945
 DO0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0361
 DO0361  HISTORY     - Date     Condition        Report By
 DO0361  HISTORY     - 1945     MONUMENTED       CGS
 DO0361  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0361  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0361
 DO0361                          STATION DESCRIPTION
 DO0361
 DO0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DO0361'5.7 MI NW FROM WICHITA FALLS.
 DO0361'5.7 MI NORTHWEST AT THE WICHITA FALLS MUNICIPAL AIRPORT, AT THE
 DO0361'SOUTHEAST CORNER OF THE SOUTH HANGAR, 18.0 FEET NORTH OF THE EAST
 DO0361'ENTRANCE TO THE REPAIR SHOP AND 0.4 FOOT EAST OF THE EAST TRACK FOR
 DO0361'HANGAR DOOR.  AN IRON DISK STAMPED H 903 1945 SET IN A DRILL HOLE IN
 DO0361'CONCRETE FOUNDATION.
 DO0361
 DO0361                          STATION RECOVERY (1972)
 DO0361
 DO0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0361'MARK NOT FOUND.
 DO0361
 DO0361                          STATION RECOVERY (2001)
 DO0361
 DO0361'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0299 ***********************************************************************
 CC0299  DESIGNATION -  H 904
 CC0299  PID         -  CC0299
 CC0299  STATE/COUNTY-  TX/WINKLER
 CC0299  USGS QUAD   -  KERMIT (1970)
 CC0299
 CC0299                         *CURRENT SURVEY CONTROL
 CC0299  ___________________________________________________________________
 CC0299* NAD 83(1986)-  31 45 11.     (N)    103 06 20.     (W)     SCALED    
 CC0299* NAVD 88     -       850.863  (meters)    2791.54   (feet)  ADJUSTED  
 CC0299  ___________________________________________________________________
 CC0299  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CC0299  DYNAMIC HT  -         849.666 (meters)    2787.61  (feet)  COMP
 CC0299  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 CC0299
 CC0299  VERT ORDER  -  SECOND    CLASS 0
 CC0299
 CC0299.The horizontal coordinates were scaled from a topographic map and have
 CC0299.an estimated accuracy of +/- 6 seconds.
 CC0299
 CC0299.The orthometric height was determined by differential leveling
 CC0299.and adjusted by the National Geodetic Survey in June 1991..
 CC0299
 CC0299.The geoid height was determined by GEOID03.
 CC0299
 CC0299.The dynamic height is computed by dividing the NAVD 88
 CC0299.geopotential number by the normal gravity value computed on the
 CC0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0299.degrees latitude (g = 980.6199 gals.).
 CC0299
 CC0299.The modeled gravity was interpolated from observed gravity values.
 CC0299
 CC0299;                    North         East    Units  Estimated Accuracy
 CC0299;SPC TX C     - 3,234,570.      437,380.      MT  (+/- 180 meters Scaled)
 CC0299
 CC0299                          SUPERSEDED SURVEY CONTROL
 CC0299
 CC0299  NGVD 29 (??/??/92)  850.495  (m)         2790.33   (f) ADJ UNCH    2 0
 CC0299
 CC0299.Superseded values are not recommended for survey control.
 CC0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0299.See file dsdata.txt to determine how the superseded data were derived.
 CC0299
 CC0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR794146(NAD 83)
 CC0299_MARKER: DB = BENCH MARK DISK
 CC0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0299_STAMPING: H 904 1945
 CC0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0299+STABILITY: SURFACE MOTION
 CC0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0299+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 CC0299
 CC0299  HISTORY     - Date     Condition        Report By
 CC0299  HISTORY     - 1945     MONUMENTED       CGS
 CC0299  HISTORY     - 20030905 GOOD             INDIV
 CC0299
 CC0299                          STATION DESCRIPTION
 CC0299
 CC0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CC0299'3.8 MI SE FROM WINK.
 CC0299'TO REACH FROM THE POST OFFICE AT WINK GO SOUTH 2 BLOCKS THENCE EAST
 CC0299'2.9 MILES ALONG AN ASPHALT ROAD, THENCE SOUTH 0.8 MILE ALONG A TRACK
 CC0299'ROAD ON THE EAST SIDE OF THE TEXAS AND NEW MEXICO RAILROAD TRACKS TO
 CC0299'SITE OF MARK, BENCH MARK IS ABOUT 6 POLES NORTH OF A CATTLE GUARD,
 CC0299'37.0 FEET WEST OF AND ABOUT 4.0 FEET HIGHER THAN THE CENTER LINE OF
 CC0299'THE TRACKS, 50.0 FEET NORTH OF A TELEPHONE POLE AND IN LINE WITH A ROW
 CC0299'OF POLES ON THE WEST SIDE OF TRACKS, 1.0 FOOT SOUTH OF A 4 X 4 MARKER
 CC0299'POST.  AN IRON DISK STAMPED H 904 1945 SET IN THE TOP OF A CONCRETE
 CC0299'POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
 CC0299
 CC0299                          STATION RECOVERY (2003)
 CC0299
 CC0299'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0260 ***********************************************************************
 CC0260  DESIGNATION -  H 905
 CC0260  PID         -  CC0260
 CC0260  STATE/COUNTY-  TX/WARD
 CC0260  USGS QUAD   -  PYOTE WEST (1981)
 CC0260
 CC0260                         *CURRENT SURVEY CONTROL
 CC0260  ___________________________________________________________________
 CC0260* NAD 83(1986)-  31 31 44.     (N)    103 07 53.     (W)     SCALED    
 CC0260* NAVD 88     -       799.928  (meters)    2624.43   (feet)  ADJUSTED  
 CC0260  ___________________________________________________________________
 CC0260  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CC0260  DYNAMIC HT  -         798.789 (meters)    2620.69  (feet)  COMP
 CC0260  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 CC0260
 CC0260  VERT ORDER  -  FIRST     CLASS II
 CC0260
 CC0260.The horizontal coordinates were scaled from a topographic map and have
 CC0260.an estimated accuracy of +/- 6 seconds.
 CC0260
 CC0260.The orthometric height was determined by differential leveling
 CC0260.and adjusted by the National Geodetic Survey in June 1991..
 CC0260
 CC0260.The geoid height was determined by GEOID03.
 CC0260
 CC0260.The dynamic height is computed by dividing the NAVD 88
 CC0260.geopotential number by the normal gravity value computed on the
 CC0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0260.degrees latitude (g = 980.6199 gals.).
 CC0260
 CC0260.The modeled gravity was interpolated from observed gravity values.
 CC0260
 CC0260;                    North         East    Units  Estimated Accuracy
 CC0260;SPC TX C     - 3,209,780.      434,310.      MT  (+/- 180 meters Scaled)
 CC0260
 CC0260                          SUPERSEDED SURVEY CONTROL
 CC0260
 CC0260  NGVD 29 (??/??/92)  799.609  (m)         2623.38   (f) ADJ UNCH    1 2
 CC0260
 CC0260.Superseded values are not recommended for survey control.
 CC0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0260.See file dsdata.txt to determine how the superseded data were derived.
 CC0260
 CC0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ774897(NAD 83)
 CC0260_MARKER: DB = BENCH MARK DISK
 CC0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0260_STAMPING: H 905 1945
 CC0260_MARK LOGO: CGS   
 CC0260_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0260+STABILITY: SURFACE MOTION
 CC0260
 CC0260  HISTORY     - Date     Condition        Report By
 CC0260  HISTORY     - 1945     MONUMENTED       CGS
 CC0260  HISTORY     - 1956     GOOD             NGS
 CC0260  HISTORY     - 1981     GOOD             NGS
 CC0260
 CC0260                          STATION DESCRIPTION
 CC0260
 CC0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0260'0.3 MI SW FROM PYOTE.
 CC0260'0.3 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0260'STATION AT PYOTE, AT THE MAIN ENTRANCE TO PYOTE AIR FORCE BASE, 310
 CC0260'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 83 FEET SOUTHEAST OF THE CENTER
 CC0260'LINE OF U.S. HIGHWAY 80, 100.6 FEET NORTHWEST OF THE NORTHWEST SIDE OF
 CC0260'THE GUARD HOUSE, 15.2 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 CC0260'ISLAND AT THE ENTRANCE, SET IN THE TOP OF A CONCRETE POST WHICH
 CC0260'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CC0260
 CC0260                          STATION RECOVERY (1981)
 CC0260
 CC0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0260'25.6 KM (15.9 MI) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 CC0260'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, AT THE OLD
 CC0260'ENTRANCE TO THE OLD PYOTE AIR FORCE BASE, ACROSS INTERSTATE HIGHWAY
 CC0260'20 FROM THE MAIN ENTRANCE TO THE WEST TEXAS CHILDRENS HOME, 94.5
 CC0260'METERS (310.0 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL, 25.3 METERS
 CC0260'(83.0 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 80, 13.1
 CC0260'METERS (42.8 FT) WEST OF THE SOUTHWEST CORNER OF A 4 FOOT HIGH
 CC0260'ROCK WALL WITH A SIGN (RATTLE SNAKE) ON THE TOP, 9.7 METERS
 CC0260'(31.8 FT) EAST OF THE SOUTHEAST CORNER OF A 4 FOOT HIGH ROCK WALL
 CC0260'WITH A SIGN (BOMBER BASE) ON THE TOP, 5.0 METERS (16.4 FT) SOUTHEAST
 CC0260'OF THE OLD FLAG POLE, AND 0.3 METER (1.0 FT) SOUTH OF THE SOUTH
 CC0260'CENTER EDGE OF A 12X12 FOOT CONCETE PAD.
 CC0260'THE MARK IS 11.1 METERS  E FROM A WITNESS POST.
 CC0260'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0980 ***********************************************************************
 CS0980  DESIGNATION -  H 906
 CS0980  PID         -  CS0980
 CS0980  STATE/COUNTY-  TX/ELLIS
 CS0980  USGS QUAD   -  MIDLOTHIAN (1978)
 CS0980
 CS0980                         *CURRENT SURVEY CONTROL
 CS0980  ___________________________________________________________________
 CS0980* NAD 83(1986)-  32 22 31.     (N)    096 53 59.     (W)     SCALED    
 CS0980* NAVD 88     -       199.655  (meters)     655.03   (feet)  ADJUSTED  
 CS0980  ___________________________________________________________________
 CS0980  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CS0980  DYNAMIC HT  -         199.417 (meters)     654.25  (feet)  COMP
 CS0980  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 CS0980
 CS0980  VERT ORDER  -  SECOND    CLASS 0
 CS0980
 CS0980.The horizontal coordinates were scaled from a topographic map and have
 CS0980.an estimated accuracy of +/- 6 seconds.
 CS0980
 CS0980.The orthometric height was determined by differential leveling
 CS0980.and adjusted by the National Geodetic Survey in June 1991..
 CS0980
 CS0980.The geoid height was determined by GEOID03.
 CS0980
 CS0980.The dynamic height is computed by dividing the NAVD 88
 CS0980.geopotential number by the normal gravity value computed on the
 CS0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0980.degrees latitude (g = 980.6199 gals.).
 CS0980
 CS0980.The modeled gravity was interpolated from observed gravity values.
 CS0980
 CS0980;                    North         East    Units  Estimated Accuracy
 CS0980;SPC TXNC     - 2,079,730.      750,580.      MT  (+/- 180 meters Scaled)
 CS0980
 CS0980                          SUPERSEDED SURVEY CONTROL
 CS0980
 CS0980  NGVD 29 (??/??/92)  199.638  (m)          654.98   (f) ADJ UNCH    2 0
 CS0980
 CS0980.Superseded values are not recommended for survey control.
 CS0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0980.See file dsdata.txt to determine how the superseded data were derived.
 CS0980
 CS0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA975839(NAD 83)
 CS0980_MARKER: DB = BENCH MARK DISK
 CS0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0980_STAMPING: H 906 1946
 CS0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0980+STABILITY: SURFACE MOTION
 CS0980
 CS0980  HISTORY     - Date     Condition        Report By
 CS0980  HISTORY     - 1946     MONUMENTED       CGS
 CS0980  HISTORY     - 1960     POOR             USGS
 CS0980
 CS0980                          STATION DESCRIPTION
 CS0980
 CS0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0980'3.3 MI SW FROM WAXAHACHIE.
 CS0980'TO REACH MARK FROM COURTHOUSE IN WAXAHACHIE GO SOUTHWEST ALONG THE
 CS0980'WAXAHACHIE-MAY PEARL ROAD FOR 3.3 MILES TO SITE OF MARK.  BENCH MARK
 CS0980'IS 40 FEET SOUTH OF CENTER OF ROAD, 30 FEET EAST OF T ROAD LEADING
 CS0980'SOUTH, 6 FEET NORTHEAST OF A 20 INCH HACKBERRY TREE.  IT IS A DISK SET
 CS0980'IN TOP OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 CS0980'A 4X4 INCH WHITE WITNESS POST WAS SET NEAR THE MARK.
 CS0980
 CS0980                          STATION RECOVERY (1960)
 CS0980
 CS0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CS0980'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2088 ***********************************************************************
 CS2088  DESIGNATION -  H 907 RESET 1946
 CS2088  PID         -  CS2088
 CS2088  STATE/COUNTY-  TX/JOHNSON
 CS2088  USGS QUAD   -  VENUS (1978)
 CS2088
 CS2088                         *CURRENT SURVEY CONTROL
 CS2088  ___________________________________________________________________
 CS2088* NAD 83(1986)-  32 25 23.     (N)    097 05 36.     (W)     SCALED    
 CS2088* NAVD 88     -       200.821  (meters)     658.86   (feet)  ADJUSTED  
 CS2088  ___________________________________________________________________
 CS2088  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 CS2088  DYNAMIC HT  -         200.581 (meters)     658.07  (feet)  COMP
 CS2088  MODELED GRAV-     979,443.0   (mgal)                       NAVD 88
 CS2088
 CS2088  VERT ORDER  -  SECOND    CLASS 0
 CS2088
 CS2088.The horizontal coordinates were scaled from a topographic map and have
 CS2088.an estimated accuracy of +/- 6 seconds.
 CS2088
 CS2088.The orthometric height was determined by differential leveling
 CS2088.and adjusted by the National Geodetic Survey in June 1991..
 CS2088
 CS2088.The geoid height was determined by GEOID03.
 CS2088
 CS2088.The dynamic height is computed by dividing the NAVD 88
 CS2088.geopotential number by the normal gravity value computed on the
 CS2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2088.degrees latitude (g = 980.6199 gals.).
 CS2088
 CS2088.The modeled gravity was interpolated from observed gravity values.
 CS2088
 CS2088;                    North         East    Units  Estimated Accuracy
 CS2088;SPC TXNC     - 2,084,760.      732,290.      MT  (+/- 180 meters Scaled)
 CS2088
 CS2088                          SUPERSEDED SURVEY CONTROL
 CS2088
 CS2088  NGVD 29 (??/??/92)  200.797  (m)          658.78   (f) ADJ UNCH    2 0
 CS2088
 CS2088.Superseded values are not recommended for survey control.
 CS2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2088.See file dsdata.txt to determine how the superseded data were derived.
 CS2088
 CS2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA792889(NAD 83)
 CS2088_MARKER: DB = BENCH MARK DISK
 CS2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2088_STAMPING: H 907 RESET 1946
 CS2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2088+STABILITY: SURFACE MOTION
 CS2088
 CS2088  HISTORY     - Date     Condition        Report By
 CS2088  HISTORY     - 1946     MONUMENTED       CGS
 CS2088  HISTORY     - 1947     GOOD             NGS
 CS2088  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2088  HISTORY     - 19990608 MARK NOT FOUND   USPSQD
 CS2088
 CS2088                          STATION DESCRIPTION
 CS2088
 CS2088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS2088'1.0 MI SE FROM VENUS.
 CS2088'1.0 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE AT VENUS, 39
 CS2088'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A TELEPHONE
 CS2088'POLE, 2 FEET SOUTH OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE
 CS2088'POST.
 CS2088
 CS2088                          STATION RECOVERY (1994)
 CS2088
 CS2088'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2088'MARK NOT FOUND.
 CS2088
 CS2088                          STATION RECOVERY (1999)
 CS2088
 CS2088'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0567 ***********************************************************************
 BM0567  DESIGNATION -  H 908
 BM0567  PID         -  BM0567
 BM0567  STATE/COUNTY-  TX/TRAVIS
 BM0567  USGS QUAD   -  MONTOPOLIS (1988)
 BM0567
 BM0567                         *CURRENT SURVEY CONTROL
 BM0567  ___________________________________________________________________
 BM0567* NAD 83(1986)-  30 14 06.     (N)    097 41 08.     (W)     SCALED    
 BM0567* NAVD 88     -       138.961  (meters)     455.91   (feet)  ADJUSTED  
 BM0567  ___________________________________________________________________
 BM0567  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BM0567  DYNAMIC HT  -         138.772 (meters)     455.29  (feet)  COMP
 BM0567  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 BM0567
 BM0567  VERT ORDER  -  FIRST     CLASS I
 BM0567
 BM0567.The horizontal coordinates were scaled from a topographic map and have
 BM0567.an estimated accuracy of +/- 6 seconds.
 BM0567
 BM0567.The orthometric height was determined by differential leveling
 BM0567.and adjusted by the National Geodetic Survey in June 1991..
 BM0567.WARNING-Repeat measurements at this control monument indicate possible
 BM0567.vertical movement.
 BM0567
 BM0567.The geoid height was determined by GEOID03.
 BM0567
 BM0567.The dynamic height is computed by dividing the NAVD 88
 BM0567.geopotential number by the normal gravity value computed on the
 BM0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0567.degrees latitude (g = 980.6199 gals.).
 BM0567
 BM0567.The modeled gravity was interpolated from observed gravity values.
 BM0567
 BM0567;                    North         East    Units  Estimated Accuracy
 BM0567;SPC TX C     - 3,066,040.      954,840.      MT  (+/- 180 meters Scaled)
 BM0567
 BM0567                          SUPERSEDED SURVEY CONTROL
 BM0567
 BM0567  NGVD 29 (??/??/92)  138.875  (m)          455.63   (f) ADJ UNCH    1 1
 BM0567
 BM0567.Superseded values are not recommended for survey control.
 BM0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0567.See file dsdata.txt to determine how the superseded data were derived.
 BM0567
 BM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU264455(NAD 83)
 BM0567_MARKER: DB = BENCH MARK DISK
 BM0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0567_STAMPING: H 908 1944
 BM0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0567+STABILITY: SURFACE MOTION
 BM0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0567+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 BM0567
 BM0567  HISTORY     - Date     Condition        Report By
 BM0567  HISTORY     - 1944     MONUMENTED       CGS
 BM0567  HISTORY     - 1973     GOOD             NGS
 BM0567  HISTORY     - 1978     GOOD             NGS
 BM0567  HISTORY     - 19910208 GOOD             USPSQD
 BM0567  HISTORY     - 19991231 GOOD             USPSQD
 BM0567  HISTORY     - 20010224 GOOD             USPSQD
 BM0567  HISTORY     - 20030308 GOOD             USPSQD
 BM0567  HISTORY     - 20050226 GOOD             USPSQD
 BM0567
 BM0567                          STATION DESCRIPTION
 BM0567
 BM0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0567'0.7 MI S FROM MONTOPOLIS.
 BM0567'ABOUT 0.7 MILES SOUTH ALONG U.S. HIGHWAY 183 AND STATE HIGHWAY 343
 BM0567'FROM THE SOUTH END OF THE MOST WESTERLY HIGHWAY BRIDGE OVER THE
 BM0567'COLORADO RIVER AT MONTOPOLIS, 0.1 MILES SOUTHEAST OF THE SOUTHWESTERN
 BM0567'BELL TELEPHONE COMPANY BUILDING, 35.2 FEET SOUTHWEST OF THE SOUTHWEST
 BM0567'EDGE OF THE CONCRETE CURBING OF THE SOUTHWEST LANE OF THE HIGHWAY
 BM0567'GOING SOUTH BOUND, 153.0 FEET NORTHWEST OF THE NORTHWEST END OF THE
 BM0567'SOUTHWEST CONCRETE HEADWALL OF A 5-CHANNEL CULVERT, 53.0 FEET
 BM0567'NORTHWEST OF A TELEPHONE POLE N3, 8.0 FEET SOUTH OF THE TOP AND CENTER
 BM0567'OF A FIRE HYDRANT, 1.2 FEET NORTHEAST OF AN OLD FENCE, 0.7 MILES SOUTH
 BM0567'OF THE GAGING STATION (USGS), 1.1 FEET SOUTHWEST OF A METAL WITNESS
 BM0567'POST, ABOUT 3 1/2 FEET BELOW LEVEL OF THE HIGHWAY AND IS A DISK IN THE
 BM0567'TOP OF A CONCRETE POST ABOUT 1.0 FOOT BELOW THE GROUND.
 BM0567
 BM0567                          STATION RECOVERY (1978)
 BM0567
 BM0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0567'RECOVERED IN GOOD CONDITION.
 BM0567
 BM0567                          STATION RECOVERY (1991)
 BM0567
 BM0567'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0567'RECOVERED IN GOOD CONDITION.
 BM0567
 BM0567                          STATION RECOVERY (1999)
 BM0567
 BM0567'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0567'RECOVERED IN GOOD CONDITION.
 BM0567
 BM0567                          STATION RECOVERY (2001)
 BM0567
 BM0567'RECOVERY NOTE BY US POWER SQUADRON 2001 (MJW)
 BM0567'RECOVERED IN GOOD CONDITION.
 BM0567
 BM0567                          STATION RECOVERY (2003)
 BM0567
 BM0567'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0567'RECOVERED IN GOOD CONDITION.
 BM0567
 BM0567                          STATION RECOVERY (2005)
 BM0567
 BM0567'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMW)
 BM0567'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0999 ***********************************************************************
 AN0999  DESIGNATION -  H 909
 AN0999  PID         -  AN0999
 AN0999  STATE/COUNTY-  TX/VICTORIA
 AN0999  USGS QUAD   -  VICTORIA WEST (1987)
 AN0999
 AN0999                         *CURRENT SURVEY CONTROL
 AN0999  ___________________________________________________________________
 AN0999* NAD 83(1986)-  28 45 51.     (N)    097 04 45.     (W)     SCALED    
 AN0999* NAVD 88     -        31.11   (+/-2cm)     102.1    (feet)  VERTCON   
 AN0999  ___________________________________________________________________
 AN0999  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN0999
 AN0999  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0999
 AN0999.The horizontal coordinates were scaled from a topographic map and have
 AN0999.an estimated accuracy of +/- 6 seconds.
 AN0999
 AN0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0999.The vertical order pertains to the NGVD 29 superseded value.
 AN0999
 AN0999.The geoid height was determined by GEOID03.
 AN0999
 AN0999;                    North         East    Units  Estimated Accuracy
 AN0999;SPC TXSC     - 4,104,700.      787,560.      MT  (+/- 180 meters Scaled)
 AN0999
 AN0999                          SUPERSEDED SURVEY CONTROL
 AN0999
 AN0999  NGVD 29 (??/??/92)   31.198  (m)          102.36   (f) ADJ UNCH    2 0
 AN0999
 AN0999.Superseded values are not recommended for survey control.
 AN0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0999.See file dsdata.txt to determine how the superseded data were derived.
 AN0999
 AN0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS875833(NAD 83)
 AN0999_MARKER: DB = BENCH MARK DISK
 AN0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0999_STAMPING: H 909 1944
 AN0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0999+STABILITY: SURFACE MOTION
 AN0999
 AN0999  HISTORY     - Date     Condition        Report By
 AN0999  HISTORY     - 1944     MONUMENTED       CGS
 AN0999  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN0999
 AN0999                          STATION DESCRIPTION
 AN0999
 AN0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AN0999'5.0 MI SW FROM VICTORIA.
 AN0999'ABOUT 5.0 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AN0999'FROM THE CITY HALL AT VICTORIA, AT THE ENTRANCE OF CACTUS DRIVE AT
 AN0999'ALOE ARMY AIR FIELD, 15 FEET NORTHEAST OF CENTERLINE OF CACTUS DRIVE,
 AN0999'45 FEET NORTHWEST OF HIGHWAY NO. 59, 135 FEET NORTHWEST OF THE
 AN0999'RAILROAD TRACKS, 1 FOOT EAST OF FENCE AND GATE, 9 FEET SOUTHWEST OF
 AN0999'4X4 INCH WHITE WITNESS POST.  IT IS A DISK SET IN TOP OF A ROUND 10
 AN0999'INCH CONCRETE POST PROJECTING 4 INCHES.
 AN0999
 AN0999                          STATION RECOVERY (1963)
 AN0999
 AN0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2128 ***********************************************************************
 BX2128  DESIGNATION -  H 91
 BX2128  PID         -  BX2128
 BX2128  STATE/COUNTY-  TX/JASPER
 BX2128  USGS QUAD   -  HARRISBURG (1984)
 BX2128
 BX2128                         *CURRENT SURVEY CONTROL
 BX2128  ___________________________________________________________________
 BX2128* NAD 83(1986)-  31 04 50.     (N)    093 57 58.     (W)     SCALED    
 BX2128* NAVD 88     -       114.76   (+/-2cm)     376.5    (feet)  VERTCON   
 BX2128  ___________________________________________________________________
 BX2128  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BX2128
 BX2128  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2128
 BX2128.The horizontal coordinates were scaled from a topographic map and have
 BX2128.an estimated accuracy of +/- 6 seconds.
 BX2128
 BX2128.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2128.The vertical order pertains to the NGVD 29 superseded value.
 BX2128
 BX2128.The geoid height was determined by GEOID03.
 BX2128
 BX2128;                    North         East    Units  Estimated Accuracy
 BX2128;SPC TX C     - 3,174,120.    1,307,180.      MT  (+/- 180 meters Scaled)
 BX2128
 BX2128                          SUPERSEDED SURVEY CONTROL
 BX2128
 BX2128  NGVD 29 (??/??/??)  114.761  (m)          376.51   (f) ADJUSTED    1 2
 BX2128
 BX2128.Superseded values are not recommended for survey control.
 BX2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2128.See file dsdata.txt to determine how the superseded data were derived.
 BX2128
 BX2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ078389(NAD 83)
 BX2128_MARKER: DB = BENCH MARK DISK
 BX2128_SETTING: 0 = UNSPECIFIED SETTING
 BX2128_STAMPING: 376.512 H 91 1932
 BX2128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2128
 BX2128  HISTORY     - Date     Condition        Report By
 BX2128  HISTORY     - 1932     MONUMENTED       CGS
 BX2128  HISTORY     - 1934     GOOD             CGS
 BX2128  HISTORY     - 1979     MARK NOT FOUND   NGS
 BX2128  HISTORY     - 1979     MARK NOT FOUND   USGS
 BX2128
 BX2128                          STATION DESCRIPTION
 BX2128
 BX2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX2128'11.4 MI N FROM JASPER.
 BX2128'11.4 MILES NORTH OF THE STATION AT JASPER ON THE G.C. AND S.F.R.R.,
 BX2128'120 FEET EAST OF THE TRACK ON THE FENCE LINE, 100 FEET WEST OF THE
 BX2128'ROAD, 3 1/2 POLES NORTH OF MILE POLE NO. 85, 0.8 MILE NORTH OF THE
 BX2128'SIDING AT HORTON.
 BX2128
 BX2128                          STATION RECOVERY (1934)
 BX2128
 BX2128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BX2128'RECOVERED IN GOOD CONDITION.
 BX2128
 BX2128                          STATION RECOVERY (1979)
 BX2128
 BX2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2128'MARK NOT FOUND.
 BX2128
 BX2128                          STATION RECOVERY (1979)
 BX2128
 BX2128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BX2128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1604 ***********************************************************************
 CS1604  DESIGNATION -  H 910
 CS1604  PID         -  CS1604
 CS1604  STATE/COUNTY-  TX/TARRANT
 CS1604  USGS QUAD   -  LAKE WORTH (1982)
 CS1604
 CS1604                         *CURRENT SURVEY CONTROL
 CS1604  ___________________________________________________________________
 CS1604* NAD 83(1986)-  32 45 55.     (N)    097 25 15.     (W)     SCALED    
 CS1604* NAVD 88     -       174.794  (meters)     573.47   (feet)  POSTED    
 CS1604  ___________________________________________________________________
 CS1604  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CS1604  DYNAMIC HT  -         174.590 (meters)     572.80  (feet)  COMP
 CS1604  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 CS1604
 CS1604  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CS1604
 CS1604.The horizontal coordinates were scaled from a topographic map and have
 CS1604.an estimated accuracy of +/- 6 seconds.
 CS1604
 CS1604.The orthometric height was determined by differential leveling
 CS1604.and adjusted by the National Geodetic Survey in 1992..
 CS1604.No vertical observational check was made to the station.
 CS1604.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CS1604.was located on a no-check spur therefore a value was not computed.
 CS1604
 CS1604.The geoid height was determined by GEOID03.
 CS1604
 CS1604.The dynamic height is computed by dividing the NAVD 88
 CS1604.geopotential number by the normal gravity value computed on the
 CS1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1604.degrees latitude (g = 980.6199 gals.).
 CS1604
 CS1604.The modeled gravity was interpolated from observed gravity values.
 CS1604
 CS1604;                    North         East    Units  Estimated Accuracy
 CS1604;SPC TXNC     - 2,122,340.      701,100.      MT  (+/- 180 meters Scaled)
 CS1604
 CS1604                          SUPERSEDED SURVEY CONTROL
 CS1604
 CS1604  NGVD 29 (??/??/92)  174.797  (m)          573.48   (f) ADJ UNCH    1 2
 CS1604
 CS1604.Superseded values are not recommended for survey control.
 CS1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1604.See file dsdata.txt to determine how the superseded data were derived.
 CS1604
 CS1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB479263(NAD 83)
 CS1604_MARKER: DB = BENCH MARK DISK
 CS1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1604_STAMPING: H 910 1945
 CS1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1604+STABILITY: SURFACE MOTION
 CS1604
 CS1604  HISTORY     - Date     Condition        Report By
 CS1604  HISTORY     - 1945     MONUMENTED       CGS
 CS1604  HISTORY     - 1968     GOOD             NGS
 CS1604  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1604  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CS1604  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1604
 CS1604                          STATION DESCRIPTION
 CS1604
 CS1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CS1604'5 MI W FROM FORT WORTH.
 CS1604'ABOUT 5.2 MILES WEST ALONG WHITE SETTLEMENT ROAD FROM THE INTERSECTION
 CS1604'OF HENDERSON IN FORT WORTH, OR 1.35 MILES WEST ALONG WHITE SETTLEMENT
 CS1604'ROAD, THENCE 0.4 MILE NORTH ALONG THE ROAD LEADING TO CARSWELL
 CS1604'AIRFORCE BASE TO SITE OF BENCH MARK, ABOUT 50 YARDS WEST OF THE SOUTH
 CS1604'GATE AT THE MAIN ENTRANCE TO CARSWELL AIR FORCE BASE, 239 FEET NORTH
 CS1604'OF THE CENTER LINE OF ASCOL DRIVE, 33 FEET SOUTH OF THE SOUTH SIDE OF
 CS1604'A WOVEN WIRE FENCE, 18 FEET NORTH-NORTHWEST OF A RAILROAD SWITCH, 12
 CS1604'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK. A COAST AND GEODETIC
 CS1604'SURVEY DISK SET IN A 10 X 10 IN. CONCRETE POST FLUSH WITH THE SURFACE
 CS1604'OF GROUND.
 CS1604
 CS1604                          STATION RECOVERY (1996)
 CS1604
 CS1604'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1604'MARK NOT FOUND.
 CS1604
 CS1604                          STATION RECOVERY (2001)
 CS1604
 CS1604'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS1604'MARK NOT FOUND.
 CS1604
 CS1604                          STATION RECOVERY (2004)
 CS1604
 CS1604'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS1604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1168 ***********************************************************************
 CS1168  DESIGNATION -  H 911
 CS1168  PID         -  CS1168
 CS1168  STATE/COUNTY-  TX/DALLAS
 CS1168  USGS QUAD   -  DALLAS (1981)
 CS1168
 CS1168                         *CURRENT SURVEY CONTROL
 CS1168  ___________________________________________________________________
 CS1168* NAD 83(1986)-  32 50 32.     (N)    096 50 52.     (W)     SCALED    
 CS1168* NAVD 88     -       144.259  (meters)     473.29   (feet)  ADJUSTED  
 CS1168  ___________________________________________________________________
 CS1168  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 CS1168  DYNAMIC HT  -         144.095 (meters)     472.75  (feet)  COMP
 CS1168  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CS1168
 CS1168  VERT ORDER  -  FIRST     CLASS II
 CS1168
 CS1168.This mark is at Dallas-Love Fld (DAL) Airport (DAL)
 CS1168
 CS1168.The horizontal coordinates were scaled from a topographic map and have
 CS1168.an estimated accuracy of +/- 6 seconds.
 CS1168
 CS1168.The orthometric height was determined by differential leveling
 CS1168.and adjusted by the National Geodetic Survey in June 1991..
 CS1168
 CS1168.The geoid height was determined by GEOID03.
 CS1168
 CS1168.The dynamic height is computed by dividing the NAVD 88
 CS1168.geopotential number by the normal gravity value computed on the
 CS1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1168.degrees latitude (g = 980.6199 gals.).
 CS1168
 CS1168.The modeled gravity was interpolated from observed gravity values.
 CS1168
 CS1168;                    North         East    Units  Estimated Accuracy
 CS1168;SPC TXNC     - 2,131,570.      754,660.      MT  (+/- 180 meters Scaled)
 CS1168
 CS1168                          SUPERSEDED SURVEY CONTROL
 CS1168
 CS1168  NGVD 29 (??/??/92)  144.277  (m)          473.35   (f) ADJ UNCH    1 2
 CS1168
 CS1168.Superseded values are not recommended for survey control.
 CS1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1168.See file dsdata.txt to determine how the superseded data were derived.
 CS1168
 CS1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB014358(NAD 83)
 CS1168_MARKER: DB = BENCH MARK DISK
 CS1168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1168_SP_SET: SEWER INLET
 CS1168_STAMPING: H 911 1945
 CS1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1168
 CS1168  HISTORY     - Date     Condition        Report By
 CS1168  HISTORY     - 1945     MONUMENTED       CGS
 CS1168  HISTORY     - 1947     GOOD             NGS
 CS1168  HISTORY     - 1972     MARK NOT FOUND   NGS
 CS1168
 CS1168                          STATION DESCRIPTION
 CS1168
 CS1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1168'IN DALLAS.
 CS1168'ABOUT 5.6 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 CS1168'TEXAS FROM THE COURTHOUSE AT DALLAS, DALLAS COUNTY, AT LOVE FIELD, 50
 CS1168'FEET NORTHEAST OF GATE 1, ABOUT 100 FEET FROM THE FLAGPOLE, 30 FEET
 CS1168'SOUTHEAST OF GILFORD AVENUE, 10 FEET NORTHWEST OF A CONCRETE PARKING
 CS1168'AREA, IN THE SOUTH EDGE OF A CONCRETE SEWER INLET, AND ABOUT LEVEL
 CS1168'WITH THE AVENUE.  A STANDARD DISK, STAMPED H 911 1945.  NOTE--
 CS1168'CONSTRUCTION WORK IN THE AREA.
 CS1168
 CS1168                          STATION RECOVERY (1972)
 CS1168
 CS1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CS1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0331 ***********************************************************************
 BP0331  DESIGNATION -  H 912
 BP0331  PID         -  BP0331
 BP0331  STATE/COUNTY-  TX/PRESIDIO
 BP0331  USGS QUAD   -  NOPAL (1972)
 BP0331
 BP0331                         *CURRENT SURVEY CONTROL
 BP0331  ___________________________________________________________________
 BP0331* NAD 83(1986)-  30 17 08.     (N)    103 54 52.     (W)     SCALED    
 BP0331* NAVD 88     -      1475.109  (meters)    4839.59   (feet)  ADJUSTED  
 BP0331  ___________________________________________________________________
 BP0331  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 BP0331  DYNAMIC HT  -        1472.647 (meters)    4831.51  (feet)  COMP
 BP0331  MODELED GRAV-     978,921.3   (mgal)                       NAVD 88
 BP0331
 BP0331  VERT ORDER  -  FIRST     CLASS II
 BP0331
 BP0331.The horizontal coordinates were scaled from a topographic map and have
 BP0331.an estimated accuracy of +/- 6 seconds.
 BP0331
 BP0331.The orthometric height was determined by differential leveling
 BP0331.and adjusted by the National Geodetic Survey in June 1991..
 BP0331.WARNING-Repeat measurements at this control monument indicate possible
 BP0331.vertical movement.
 BP0331
 BP0331.The geoid height was determined by GEOID03.
 BP0331
 BP0331.The dynamic height is computed by dividing the NAVD 88
 BP0331.geopotential number by the normal gravity value computed on the
 BP0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0331.degrees latitude (g = 980.6199 gals.).
 BP0331
 BP0331.The modeled gravity was interpolated from observed gravity values.
 BP0331
 BP0331;                    North         East    Units  Estimated Accuracy
 BP0331;SPC TXSC     - 4,281,720.      127,330.      MT  (+/- 180 meters Scaled)
 BP0331
 BP0331                          SUPERSEDED SURVEY CONTROL
 BP0331
 BP0331  NGVD 29 (??/??/92) 1474.465  (m)         4837.47   (f) ADJ UNCH    1 2
 BP0331
 BP0331.Superseded values are not recommended for survey control.
 BP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0331.See file dsdata.txt to determine how the superseded data were derived.
 BP0331
 BP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP044509(NAD 83)
 BP0331_MARKER: DB = BENCH MARK DISK
 BP0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0331_SP_SET: CULVERT
 BP0331_STAMPING: H 912 1945
 BP0331_MARK LOGO: CGS   
 BP0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0331
 BP0331  HISTORY     - Date     Condition        Report By
 BP0331  HISTORY     - 1945     MONUMENTED       CGS
 BP0331  HISTORY     - 1957     GOOD             NGS
 BP0331  HISTORY     - 1981     GOOD             NGS
 BP0331
 BP0331                          STATION DESCRIPTION
 BP0331
 BP0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0331'6.9 MI E FROM MARFA.
 BP0331'ABOUT 6.9 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0331'STATION AT MARFA, 107 FEET SOUTH-SOUTHWEST OF THE 8TH POLE EAST OF
 BP0331'MILEPOST 626, IN THE TOP AND CENTER OF THE NORTH CONCRETE HEAD WALL OF
 BP0331'A U. S. HIGHWAY 90 BOX CULVERT, 139 FEET SOUTH OF THE SOUTH RAIL OF
 BP0331'THE MAIN TRACK, 17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 BP0331'ABOUT LEVEL WITH THE TRACK.
 BP0331
 BP0331                          STATION RECOVERY (1981)
 BP0331
 BP0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0331'10.5 KM (6.5 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BP0331'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, 0.2 KM (0.15 MI) EAST OF THE
 BP0331'SOUTHERN PACIFIC RAILROAD MILEPOST 626, IN THE CENTER OF THE NORTH
 BP0331'HEADWALL OF A CONCRETE BOX CULVERT, 42.4 METERS (139.1 FT) SOUTH OF
 BP0331'THE NEAR RAIL AND 8.2 METERS (26.9 FT) NORTH OF THE CENTERLINE OF THE
 BP0331'HIGHWAY.
 BP0331'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0601 ***********************************************************************
 CU0601  DESIGNATION -  H 913
 CU0601  PID         -  CU0601
 CU0601  STATE/COUNTY-  TX/HOWARD
 CU0601  USGS QUAD   -  ELBOW (1978)
 CU0601
 CU0601                         *CURRENT SURVEY CONTROL
 CU0601  ___________________________________________________________________
 CU0601* NAD 83(1986)-  32 12 31.     (N)    101 34 35.     (W)     SCALED    
 CU0601* NAVD 88     -       739.627  (meters)    2426.59   (feet)  ADJUSTED  
 CU0601  ___________________________________________________________________
 CU0601  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CU0601  DYNAMIC HT  -         738.611 (meters)    2423.26  (feet)  COMP
 CU0601  MODELED GRAV-     979,242.3   (mgal)                       NAVD 88
 CU0601
 CU0601  VERT ORDER  -  FIRST     CLASS II
 CU0601
 CU0601.The horizontal coordinates were scaled from a topographic map and have
 CU0601.an estimated accuracy of +/- 6 seconds.
 CU0601
 CU0601.The orthometric height was determined by differential leveling
 CU0601.and adjusted by the National Geodetic Survey in June 1991..
 CU0601
 CU0601.The geoid height was determined by GEOID03.
 CU0601
 CU0601.The dynamic height is computed by dividing the NAVD 88
 CU0601.geopotential number by the normal gravity value computed on the
 CU0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0601.degrees latitude (g = 980.6199 gals.).
 CU0601
 CU0601.The modeled gravity was interpolated from observed gravity values.
 CU0601
 CU0601;                    North         East    Units  Estimated Accuracy
 CU0601;SPC TXNC     - 2,064,340.      310,010.      MT  (+/- 180 meters Scaled)
 CU0601
 CU0601                          SUPERSEDED SURVEY CONTROL
 CU0601
 CU0601  NGVD 29 (??/??/92)  739.349  (m)         2425.68   (f) ADJ UNCH    1 2
 CU0601
 CU0601.Superseded values are not recommended for survey control.
 CU0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0601.See file dsdata.txt to determine how the superseded data were derived.
 CU0601
 CU0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA571664(NAD 83)
 CU0601_MARKER: DB = BENCH MARK DISK
 CU0601_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0601_SP_SET: 13 FT
 CU0601_STAMPING: H 913 1956
 CU0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0601
 CU0601  HISTORY     - Date     Condition        Report By
 CU0601  HISTORY     - 1956     MONUMENTED       CGS
 CU0601
 CU0601                          STATION DESCRIPTION
 CU0601
 CU0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0601'7.2 MI SW FROM BIG SPRING.
 CU0601'7.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0601'STATION AT BIG SPRING, 0.1 MILE NORTHWEST OF THE TOP OF A HILL, 0.15
 CU0601'MILE NORTHEAST OF A LAKE BED, 50.6 FEET SOUTHEAST OF THE SOUTHEAST
 CU0601'RAIL, 16 FEET SOUTHWEST OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF A
 CU0601'FENCE, 1.9 FEET SOUTHWEST OF A WITNESS POST, 275 FEET NORTHEAST OF
 CU0601'BENCH MARK G 913, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL
 CU0601'ROD WHICH IS DRIVEN 13 FEET IN THE GROUND, INCASED IN A 6 INCH TILE
 CU0601'PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1250 ***********************************************************************
 AY1250  DESIGNATION -  H 915
 AY1250  PID         -  AY1250
 AY1250  STATE/COUNTY-  TX/MEDINA
 AY1250  USGS QUAD   -  HONDO (1982)
 AY1250
 AY1250                         *CURRENT SURVEY CONTROL
 AY1250  ___________________________________________________________________
 AY1250* NAD 83(1986)-  29 21 23.     (N)    099 09 38.     (W)     SCALED    
 AY1250* NAVD 88     -       277.324  (meters)     909.85   (feet)  POSTED    
 AY1250  ___________________________________________________________________
 AY1250  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AY1250  DYNAMIC HT  -         276.920 (meters)     908.53  (feet)  COMP
 AY1250  MODELED GRAV-     979,180.8   (mgal)                       NAVD 88
 AY1250
 AY1250  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1250
 AY1250.The horizontal coordinates were scaled from a topographic map and have
 AY1250.an estimated accuracy of +/- 6 seconds.
 AY1250
 AY1250.The orthometric height was determined by differential leveling
 AY1250.and adjusted by the National Geodetic Survey in 1992..
 AY1250.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1250.rate of 1.1 thru 2.0 mm/km.
 AY1250
 AY1250.The geoid height was determined by GEOID03.
 AY1250
 AY1250.The dynamic height is computed by dividing the NAVD 88
 AY1250.geopotential number by the normal gravity value computed on the
 AY1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1250.degrees latitude (g = 980.6199 gals.).
 AY1250
 AY1250.The modeled gravity was interpolated from observed gravity values.
 AY1250
 AY1250;                    North         East    Units  Estimated Accuracy
 AY1250;SPC TXSC     - 4,168,810.      584,410.      MT  (+/- 180 meters Scaled)
 AY1250
 AY1250                          SUPERSEDED SURVEY CONTROL
 AY1250
 AY1250  NGVD 29 (??/??/92)  277.195  (m)          909.43   (f) ADJ UNCH    1 2
 AY1250
 AY1250.Superseded values are not recommended for survey control.
 AY1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1250.See file dsdata.txt to determine how the superseded data were derived.
 AY1250
 AY1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT844474(NAD 83)
 AY1250_MARKER: DB = BENCH MARK DISK
 AY1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1250_STAMPING: H 915 1944
 AY1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1250+STABILITY: SURFACE MOTION
 AY1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1250+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1250
 AY1250  HISTORY     - Date     Condition        Report By
 AY1250  HISTORY     - 1944     MONUMENTED       CGS
 AY1250  HISTORY     - 1971     GOOD             USGS
 AY1250  HISTORY     - 1988     GOOD             USPSQD
 AY1250  HISTORY     - 1990     GOOD             USPSQD
 AY1250  HISTORY     - 19950502 GOOD             USPSQD
 AY1250  HISTORY     - 19950519 GOOD             USPSQD
 AY1250  HISTORY     - 20011227 GOOD             USPSQD
 AY1250  HISTORY     - 20050521 GOOD             USPSQD
 AY1250
 AY1250                          STATION DESCRIPTION
 AY1250
 AY1250'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AY1250'2.0 MI NW FROM HONDO.
 AY1250'1.1 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 AY1250'HONDO, THENCE 0.75 MILE NORTH ALONG AN OILED ROAD TO CROSS ROAD. THE
 AY1250'BENCH MARK IS THEN LOCATED 407 FT. W. AND 216 FT. S. OF THIS
 AY1250'INTERSECTION.  THE BENCH MARK IS EAST OF A MAINTENANCE BUILDING ON THE
 AY1250'HONDO GOLF COURSE.  IN THE CENTER OF THE CIRCULAR WALKWAY OF THE OLD
 AY1250'FLAGPOLE SITE, AND FLUSH WITH THE GROUND.
 AY1250
 AY1250                          STATION RECOVERY (1988)
 AY1250
 AY1250'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1250'RECOVERED IN GOOD CONDITION.
 AY1250
 AY1250                          STATION RECOVERY (1990)
 AY1250
 AY1250'RECOVERY NOTE BY US POWER SQUADRON 1990 (HLJ)
 AY1250'RECOVERED IN GOOD CONDITION.
 AY1250
 AY1250                          STATION RECOVERY (1995)
 AY1250
 AY1250'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1250'RECOVERED IN GOOD CONDITION.
 AY1250
 AY1250                          STATION RECOVERY (1995)
 AY1250
 AY1250'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1250'RECOVERED IN GOOD CONDITION.
 AY1250
 AY1250                          STATION RECOVERY (2001)
 AY1250
 AY1250'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1250'RECOVERED IN GOOD CONDITION.
 AY1250
 AY1250                          STATION RECOVERY (2005)
 AY1250
 AY1250'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1056 ***********************************************************************
 AJ1056  DESIGNATION -  H 916
 AJ1056  PID         -  AJ1056
 AJ1056  STATE/COUNTY-  TX/WEBB
 AJ1056  USGS QUAD   -  LAREDO WEST (1980)
 AJ1056
 AJ1056                         *CURRENT SURVEY CONTROL
 AJ1056  ___________________________________________________________________
 AJ1056* NAD 83(1986)-  27 31 03.     (N)    099 30 19.     (W)     SCALED    
 AJ1056* NAVD 88     -       126.757  (meters)     415.87   (feet)  ADJUSTED  
 AJ1056  ___________________________________________________________________
 AJ1056  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AJ1056  DYNAMIC HT  -         126.556 (meters)     415.21  (feet)  COMP
 AJ1056  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 AJ1056
 AJ1056  VERT ORDER  -  FIRST     CLASS II
 AJ1056
 AJ1056.The horizontal coordinates were scaled from a topographic map and have
 AJ1056.an estimated accuracy of +/- 6 seconds.
 AJ1056
 AJ1056.The orthometric height was determined by differential leveling
 AJ1056.and adjusted by the National Geodetic Survey in June 1991..
 AJ1056
 AJ1056.The geoid height was determined by GEOID03.
 AJ1056
 AJ1056.The dynamic height is computed by dividing the NAVD 88
 AJ1056.geopotential number by the normal gravity value computed on the
 AJ1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1056.degrees latitude (g = 980.6199 gals.).
 AJ1056
 AJ1056.The modeled gravity was interpolated from observed gravity values.
 AJ1056
 AJ1056;                    North         East    Units  Estimated Accuracy
 AJ1056;SPC TX S     - 5,205,460.      200,690.      MT  (+/- 180 meters Scaled)
 AJ1056
 AJ1056                          SUPERSEDED SURVEY CONTROL
 AJ1056
 AJ1056  NGVD 29 (??/??/92)  126.812  (m)          416.05   (f) ADJ UNCH    1 2
 AJ1056
 AJ1056.Superseded values are not recommended for survey control.
 AJ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1056.See file dsdata.txt to determine how the superseded data were derived.
 AJ1056
 AJ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR501438(NAD 83)
 AJ1056_MARKER: DB = BENCH MARK DISK
 AJ1056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ1056_SP_SET: FLAG POLE BASE
 AJ1056_STAMPING: H 916 1944
 AJ1056_MARK LOGO: CGS   
 AJ1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1056+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 AJ1056
 AJ1056  HISTORY     - Date     Condition        Report By
 AJ1056  HISTORY     - 1944     MONUMENTED       CGS
 AJ1056  HISTORY     - 1957     GOOD             NGS
 AJ1056  HISTORY     - 1981     GOOD             NGS
 AJ1056  HISTORY     - 20020530 GOOD             USPSQD
 AJ1056
 AJ1056                          STATION DESCRIPTION
 AJ1056
 AJ1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ1056'0.7 MI N FROM LAREDO.
 AJ1056'0.2 MILE EAST ALONG THE TEXAS AND MEXICAN RAILROAD FROM THE STATION AT
 AJ1056'LAREDO, THENCE 0.5 MILE NORTH ALONG SAN BERNARDO AVENUE (U.S. HIGHWAYS
 AJ1056'81 AND 83), 120 FEET NORTH OF THE CENTER LINE OF PARK STREET, 200 FEET
 AJ1056'WEST OF THE CENTER LINE OF SAN BERNARDO AVENUE, 90 FEET SOUTHEAST OF
 AJ1056'THE SOUTHEAST ENTRANCE TO MARTIN HIGH SCHOOL, 1 FOOT ABOVE THE
 AJ1056'SIDEWALK, SET IN THE TOP OF THE SOUTH EDGE OF A CONCRETE FLAGPOLE
 AJ1056'BASE.
 AJ1056
 AJ1056                          STATION RECOVERY (1981)
 AJ1056
 AJ1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ1056'RECOVERED IN GOOD CONDITION.
 AJ1056
 AJ1056                          STATION RECOVERY (2002)
 AJ1056
 AJ1056'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0121 ***********************************************************************
 CB0121  DESIGNATION -  H 917
 CB0121  PID         -  CB0121
 CB0121  STATE/COUNTY-  TX/TOM GREEN
 CB0121  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0121
 CB0121                         *CURRENT SURVEY CONTROL
 CB0121  ___________________________________________________________________
 CB0121* NAD 83(1986)-  31 26 05.     (N)    100 24 38.     (W)     SCALED    
 CB0121* NAVD 88     -       566.098  (meters)    1857.27   (feet)  ADJUSTED  
 CB0121  ___________________________________________________________________
 CB0121  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CB0121  DYNAMIC HT  -         565.323 (meters)    1854.73  (feet)  COMP
 CB0121  MODELED GRAV-     979,253.4   (mgal)                       NAVD 88
 CB0121
 CB0121  VERT ORDER  -  FIRST     CLASS II
 CB0121
 CB0121.The horizontal coordinates were scaled from a topographic map and have
 CB0121.an estimated accuracy of +/- 6 seconds.
 CB0121
 CB0121.The orthometric height was determined by differential leveling
 CB0121.and adjusted by the National Geodetic Survey in June 1991..
 CB0121
 CB0121.The geoid height was determined by GEOID03.
 CB0121
 CB0121.The dynamic height is computed by dividing the NAVD 88
 CB0121.geopotential number by the normal gravity value computed on the
 CB0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0121.degrees latitude (g = 980.6199 gals.).
 CB0121
 CB0121.The modeled gravity was interpolated from observed gravity values.
 CB0121
 CB0121;                    North         East    Units  Estimated Accuracy
 CB0121;SPC TX C     - 3,196,000.      692,660.      MT  (+/- 180 meters Scaled)
 CB0121
 CB0121                          SUPERSEDED SURVEY CONTROL
 CB0121
 CB0121.No superseded survey control is available for this station.
 CB0121
 CB0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV659786(NAD 83)
 CB0121_MARKER: DB = BENCH MARK DISK
 CB0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0121_SP_SET: CONCRETE APRON
 CB0121_STAMPING: H-917 1945
 CB0121_MARK LOGO: CGS   
 CB0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0121
 CB0121  HISTORY     - Date     Condition        Report By
 CB0121  HISTORY     - 1945     MONUMENTED       CGS
 CB0121  HISTORY     - 1981     GOOD             NGS
 CB0121
 CB0121                          STATION DESCRIPTION
 CB0121
 CB0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CB0121'2.5 MI SE FROM SAN ANGELO.
 CB0121'2.5 MILE SOUTHEAST OF THE PANHANDLE AND SANTA FE RAILWAY STATION AT
 CB0121'THE GOODFELLOW FIELD, AT THE MOST NORTHERLY HANGER BETWEEN 9TH ST. AND
 CB0121'10TH ST. ON AVENUE C, AT THE EAST END OF HANGER FACING THE APRON,
 CB0121'SOUTH OF DOORWAY IN THE CONCRETE DOORWAY APRON, SET FLUSH.
 CB0121
 CB0121                          STATION RECOVERY (1981)
 CB0121
 CB0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0121'IN SAN ANGELO, IN TOP OF THE SOUTH END OF THE CONCRETE APRON OF HANGER
 CB0121'NUMBER 431 AT GOODFELLOW AIR FORCE BASE, 6.1 METERS (20.0 FT) NORTH OF
 CB0121'THE SOUTHEAST CORNER OF THE BUILDING, 0.6 METER (2.0 FT) EAST OF THE
 CB0121'HANGER DOOR AND 0.4 METER (1.3 FT) NORTHWEST OF THE SOUTHEAST CORNER
 CB0121'OF THE APRON.
 CB0121'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0640 ***********************************************************************
 CU0640  DESIGNATION -  H 918
 CU0640  PID         -  CU0640
 CU0640  STATE/COUNTY-  TX/HOWARD
 CU0640  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU0640
 CU0640                         *CURRENT SURVEY CONTROL
 CU0640  ___________________________________________________________________
 CU0640* NAD 83(1986)-  32 14 59.     (N)    101 30 00.     (W)     SCALED    
 CU0640* NAVD 88     -       761.622  (meters)    2498.75   (feet)  POSTED    
 CU0640  ___________________________________________________________________
 CU0640  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CU0640  DYNAMIC HT  -         760.580 (meters)    2495.34  (feet)  COMP
 CU0640  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 CU0640
 CU0640  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CU0640
 CU0640.The horizontal coordinates were scaled from a topographic map and have
 CU0640.an estimated accuracy of +/- 6 seconds.
 CU0640
 CU0640.The orthometric height was determined by differential leveling
 CU0640.and adjusted by the National Geodetic Survey in 1992..
 CU0640.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CU0640.rate of 2.1 thru 3.0 mm/km.
 CU0640
 CU0640.The geoid height was determined by GEOID03.
 CU0640
 CU0640.The dynamic height is computed by dividing the NAVD 88
 CU0640.geopotential number by the normal gravity value computed on the
 CU0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0640.degrees latitude (g = 980.6199 gals.).
 CU0640
 CU0640.The modeled gravity was interpolated from observed gravity values.
 CU0640
 CU0640;                    North         East    Units  Estimated Accuracy
 CU0640;SPC TXNC     - 2,068,690.      317,340.      MT  (+/- 180 meters Scaled)
 CU0640
 CU0640                          SUPERSEDED SURVEY CONTROL
 CU0640
 CU0640  NGVD 29 (??/??/92)  761.36   (m)         2497.9    (f) COMPUTED    1 2
 CU0640
 CU0640.Superseded values are not recommended for survey control.
 CU0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0640.See file dsdata.txt to determine how the superseded data were derived.
 CU0640
 CU0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA644708(NAD 83)
 CU0640_MARKER: DB = BENCH MARK DISK
 CU0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0640_SP_SET: CULVERT
 CU0640_STAMPING: H 918 1945
 CU0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0640
 CU0640  HISTORY     - Date     Condition        Report By
 CU0640  HISTORY     - 1945     MONUMENTED       CGS
 CU0640  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0640
 CU0640                          STATION DESCRIPTION
 CU0640
 CU0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0640'1.9 MI W FROM BIG SPRING.
 CU0640'1.9 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 CU0640'BIG SPRING, HOWARD COUNTY, 0.3 MILE EAST OF THE JUNCTION OF WAR
 CU0640'HIGHWAY 41, 70 FEET SOUTHWEST OF A SMALL WHITE HOUSE, AT A CULVERT, IN
 CU0640'THE TOP OF THE NORTH HEAD WALL, 22 FEET NORTH OF THE CENTER LINE OF
 CU0640'THE HIGHWAY, AND ABOUT 15 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD
 CU0640'DISK, STAMPED H 918 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0815 ***********************************************************************
 AH0815  DESIGNATION -  H 919
 AH0815  PID         -  AH0815
 AH0815  STATE/COUNTY-  TX/NUECES
 AH0815  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0815
 AH0815                         *CURRENT SURVEY CONTROL
 AH0815  ___________________________________________________________________
 AH0815* NAD 83(1986)-  27 42 08.     (N)    097 41 03.     (W)     SCALED    
 AH0815* NAVD 88     -        17.622  (meters)      57.81   (feet)  ADJUSTED  
 AH0815  ___________________________________________________________________
 AH0815  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH0815  DYNAMIC HT  -          17.595 (meters)      57.73  (feet)  COMP
 AH0815  MODELED GRAV-     979,113.5   (mgal)                       NAVD 88
 AH0815
 AH0815  VERT ORDER  -  SECOND    CLASS 0
 AH0815
 AH0815.The horizontal coordinates were scaled from a topographic map and have
 AH0815.an estimated accuracy of +/- 6 seconds.
 AH0815
 AH0815.The orthometric height was determined by differential leveling
 AH0815.and adjusted by the National Geodetic Survey in June 1991..
 AH0815
 AH0815.The geoid height was determined by GEOID03.
 AH0815
 AH0815.The dynamic height is computed by dividing the NAVD 88
 AH0815.geopotential number by the normal gravity value computed on the
 AH0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0815.degrees latitude (g = 980.6199 gals.).
 AH0815
 AH0815.The modeled gravity was interpolated from observed gravity values.
 AH0815
 AH0815;                    North         East    Units  Estimated Accuracy
 AH0815;SPC TX S     - 5,225,790.      380,460.      MT  (+/- 180 meters Scaled)
 AH0815
 AH0815                          SUPERSEDED SURVEY CONTROL
 AH0815
 AH0815  NGVD 29 (??/??/92)   17.758  (m)           58.26   (f) ADJ UNCH    2 0
 AH0815
 AH0815.Superseded values are not recommended for survey control.
 AH0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0815.See file dsdata.txt to determine how the superseded data were derived.
 AH0815
 AH0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR297649(NAD 83)
 AH0815_MARKER: DB = BENCH MARK DISK
 AH0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0815_STAMPING: H 919 1945
 AH0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0815+STABILITY: SURFACE MOTION
 AH0815
 AH0815  HISTORY     - Date     Condition        Report By
 AH0815  HISTORY     - 1945     MONUMENTED       CGS
 AH0815  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0815
 AH0815                          STATION DESCRIPTION
 AH0815
 AH0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AH0815'6.2 MI NE FROM DRISCOLL.
 AH0815'TO REACH FROM THE INTERSECTION OF THE STATE HIGHWAY 96 AND THE PAVED
 AH0815'ROAD TO PETRONILLA AT DRISCOLL, BY GOING 4.2 MILES EAST ALONG THE ROAD
 AH0815'TO PETRONILLA TO SECTION LINE CROSSROAD, TURN LEFT (NORTH) 2.1 MILES
 AH0815'MARK SITE.  BENCH MARK IS 1.1 MILE SOUTH OF OUTLYING LANDING FIELD 32,
 AH0815'300 FEET NORTH OF DRIVEWAY TO FARM BUILDINGS, 48 FEET WEST OF CENTER
 AH0815'LINE OF SECTION LINE ROAD, 2 FEET NORTH OF 4X4 WITNESS POST, 6 INCHES
 AH0815'ABOVE THE SURFACE.
 AH0815
 AH0815                          STATION RECOVERY (1969)
 AH0815
 AH0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0012 ***********************************************************************
 BY0012  DESIGNATION -  H 92
 BY0012  PID         -  BY0012
 BY0012  STATE/COUNTY-  TX/SHELBY
 BY0012  USGS QUAD   -  NEUVILLE (1984)
 BY0012
 BY0012                         *CURRENT SURVEY CONTROL
 BY0012  ___________________________________________________________________
 BY0012* NAD 83(1986)-  31 38 48.     (N)    094 08 02.     (W)     SCALED    
 BY0012* NAVD 88     -       139.12   (+/-2cm)     456.4    (feet)  VERTCON   
 BY0012  ___________________________________________________________________
 BY0012  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BY0012
 BY0012  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY0012
 BY0012.The horizontal coordinates were scaled from a topographic map and have
 BY0012.an estimated accuracy of +/- 6 seconds.
 BY0012
 BY0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0012.The vertical order pertains to the NGVD 29 superseded value.
 BY0012
 BY0012.The geoid height was determined by GEOID03.
 BY0012
 BY0012;                    North         East    Units  Estimated Accuracy
 BY0012;SPC TX C     - 3,235,880.    1,287,700.      MT  (+/- 180 meters Scaled)
 BY0012
 BY0012                          SUPERSEDED SURVEY CONTROL
 BY0012
 BY0012  NGVD 29 (??/??/92)  139.159  (m)          456.56   (f) ADJ UNCH    1 2
 BY0012
 BY0012.Superseded values are not recommended for survey control.
 BY0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0012.See file dsdata.txt to determine how the superseded data were derived.
 BY0012
 BY0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR924018(NAD 83)
 BY0012_MARKER: DB = BENCH MARK DISK
 BY0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0012+STABILITY: SURFACE MOTION
 BY0012
 BY0012  HISTORY     - Date     Condition        Report By
 BY0012  HISTORY     - UNK      MONUMENTED       CGS
 BY0012  HISTORY     - 1932     GOOD             NGS
 BY0012  HISTORY     - 1934     GOOD             NGS
 BY0012  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0012  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0012
 BY0012                          STATION DESCRIPTION
 BY0012
 BY0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0012'10.9 MI S FROM CENTER.
 BY0012'10.9 MILES SOUTH OF THE STATION AT CENTER ON THE G.C. AND S.F.R.R., 45
 BY0012'FEET EAST OF THE TRACK ON THE FENCE LINE, 1 POLE NORTH OF MILE POLE
 BY0012'NO. 129, 6 RAILS SOUTH OF CULVERT NO. 129-A.
 BY0012
 BY0012                          STATION RECOVERY (1934)
 BY0012
 BY0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BY0012'RECOVERED IN GOOD CONDITION.
 BY0012
 BY0012                          STATION RECOVERY (1979)
 BY0012
 BY0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0012'MARK NOT FOUND.
 BY0012
 BY0012                          STATION RECOVERY (1979)
 BY0012
 BY0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0315 ***********************************************************************
 BN0315  DESIGNATION -  H 92 USGS
 BN0315  PID         -  BN0315
 BN0315  STATE/COUNTY-  TX/KIMBLE
 BN0315  USGS QUAD   -  JUNCTION (1974)
 BN0315
 BN0315                         *CURRENT SURVEY CONTROL
 BN0315  ___________________________________________________________________
 BN0315* NAD 83(1986)-  30 26 20.     (N)    099 49 55.     (W)     SCALED    
 BN0315* NAVD 88     -       536.680  (meters)    1760.76   (feet)  POSTED    
 BN0315  ___________________________________________________________________
 BN0315  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 BN0315  DYNAMIC HT  -         535.920 (meters)    1758.26  (feet)  COMP
 BN0315  MODELED GRAV-     979,206.3   (mgal)                       NAVD 88
 BN0315
 BN0315  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0315
 BN0315.The horizontal coordinates were scaled from a topographic map and have
 BN0315.an estimated accuracy of +/- 6 seconds.
 BN0315
 BN0315.The orthometric height was determined by differential leveling
 BN0315.and adjusted by the National Geodetic Survey in 1992..
 BN0315.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0315.rate of 0.0 thru 1.0 mm/km.
 BN0315
 BN0315.The geoid height was determined by GEOID03.
 BN0315
 BN0315.The dynamic height is computed by dividing the NAVD 88
 BN0315.geopotential number by the normal gravity value computed on the
 BN0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0315.degrees latitude (g = 980.6199 gals.).
 BN0315
 BN0315.The modeled gravity was interpolated from observed gravity values.
 BN0315
 BN0315;                    North         East    Units  Estimated Accuracy
 BN0315;SPC TX C     - 3,085,710.      748,160.      MT  (+/- 180 meters Scaled)
 BN0315
 BN0315                          SUPERSEDED SURVEY CONTROL
 BN0315
 BN0315  NGVD 29 (??/??/92)  536.658  (m)         1760.69   (f) ADJ UNCH    1 2
 BN0315
 BN0315.Superseded values are not recommended for survey control.
 BN0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0315.See file dsdata.txt to determine how the superseded data were derived.
 BN0315
 BN0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU201677(NAD 83)
 BN0315_MARKER: DD = SURVEY DISK
 BN0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0315_STAMPING: H 92 1924
 BN0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0315+STABILITY: SURFACE MOTION
 BN0315
 BN0315  HISTORY     - Date     Condition        Report By
 BN0315  HISTORY     - 1924     MONUMENTED       USGS
 BN0315  HISTORY     - 1931     GOOD             NGS
 BN0315  HISTORY     - 1935     MARK NOT FOUND   NGS
 BN0315  HISTORY     - 1981     MARK NOT FOUND   NGS
 BN0315  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0315  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 BN0315
 BN0315                          STATION DESCRIPTION
 BN0315
 BN0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 BN0315'6.1 MI SW FROM JUNCTION.
 BN0315'6.1 MILES SOUTHWEST ALONG STATE HIGHWAY 29 FROM JUNCTION, KIMBLE
 BN0315'COUNTY, 30 FEET WEST OF A ROAD LEADING WEST THROUGH A GATE, AND 2 FEET
 BN0315'WEST OF THE WEST FENCE.  A U. S. GEOLOGICAL SURVEY STANDARD DISK,
 BN0315'STAMPED H 92 1924 AND SET IN THE TOP OF A CONCRETE POST.
 BN0315
 BN0315                          STATION RECOVERY (1935)
 BN0315
 BN0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0315'MARK NOT FOUND.
 BN0315
 BN0315                          STATION RECOVERY (1981)
 BN0315
 BN0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0315'MARK NOT FOUND.
 BN0315
 BN0315                          STATION RECOVERY (1991)
 BN0315
 BN0315'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0315'MARK NOT FOUND.
 BN0315
 BN0315                          STATION RECOVERY (1998)
 BN0315
 BN0315'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0249 ***********************************************************************
 DN0249  DESIGNATION -  H 925
 DN0249  PID         -  DN0249
 DN0249  STATE/COUNTY-  TX/COLLIN
 DN0249  USGS QUAD   -  LAVON (1973)
 DN0249
 DN0249                         *CURRENT SURVEY CONTROL
 DN0249  ___________________________________________________________________
 DN0249* NAD 83(1986)-  33 06 10.     (N)    096 24 31.     (W)     SCALED    
 DN0249* NAVD 88     -       150.361  (meters)     493.31   (feet)  ADJUSTED  
 DN0249  ___________________________________________________________________
 DN0249  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 DN0249  DYNAMIC HT  -         150.197 (meters)     492.77  (feet)  COMP
 DN0249  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 DN0249
 DN0249  VERT ORDER  -  SECOND    CLASS 0
 DN0249
 DN0249.The horizontal coordinates were scaled from a topographic map and have
 DN0249.an estimated accuracy of +/- 6 seconds.
 DN0249
 DN0249.The orthometric height was determined by differential leveling
 DN0249.and adjusted by the National Geodetic Survey in June 1991..
 DN0249
 DN0249.The geoid height was determined by GEOID03.
 DN0249
 DN0249.The dynamic height is computed by dividing the NAVD 88
 DN0249.geopotential number by the normal gravity value computed on the
 DN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0249.degrees latitude (g = 980.6199 gals.).
 DN0249
 DN0249.The modeled gravity was interpolated from observed gravity values.
 DN0249
 DN0249;                    North         East    Units  Estimated Accuracy
 DN0249;SPC TXNC     - 2,161,190.      795,180.      MT  (+/- 180 meters Scaled)
 DN0249
 DN0249                          SUPERSEDED SURVEY CONTROL
 DN0249
 DN0249  NGVD 29 (??/??/92)  150.378  (m)          493.37   (f) ADJ UNCH    2 0
 DN0249
 DN0249.Superseded values are not recommended for survey control.
 DN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0249.See file dsdata.txt to determine how the superseded data were derived.
 DN0249
 DN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB418656(NAD 83)
 DN0249_MARKER: DB = BENCH MARK DISK
 DN0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0249_STAMPING: H 925 1946
 DN0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0249+STABILITY: SURFACE MOTION
 DN0249
 DN0249  HISTORY     - Date     Condition        Report By
 DN0249  HISTORY     - 1946     MONUMENTED       CGS
 DN0249  HISTORY     - 1962     MARK NOT FOUND   USGS
 DN0249  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0249  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0249
 DN0249                          STATION DESCRIPTION
 DN0249
 DN0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0249'5.0 MI SW FROM FARMERSVILLE.
 DN0249'5.0 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 DN0249'FROM THE STATION AT FARMERSVILLE.  THE MARK IS SET AT A RAILROAD
 DN0249'CROSSING.  110 FEET NORTHEAST OF MILE POST 86, 60.2 FEET NORTHEAST OF
 DN0249'THE CENTER OF THE RAILROAD CROSSING, 45 FEET EAST OF THE EAST RAIL, 37
 DN0249'FEET EAST OF A RAILROAD CROSSING SIGN, 2.5 FEET EAST OF A WHITE 4X4
 DN0249'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0249
 DN0249                          STATION RECOVERY (1962)
 DN0249
 DN0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DN0249'MARK NOT FOUND.
 DN0249
 DN0249                          STATION RECOVERY (1994)
 DN0249
 DN0249'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0249'MARK NOT FOUND.
 DN0249
 DN0249                          STATION RECOVERY (2005)
 DN0249
 DN0249'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0005 ***********************************************************************
 CS0005  DESIGNATION -  H 927
 CS0005  PID         -  CS0005
 CS0005  STATE/COUNTY-  TX/ROCKWALL
 CS0005  USGS QUAD   -  ROCKWALL (1973)
 CS0005
 CS0005                         *CURRENT SURVEY CONTROL
 CS0005  ___________________________________________________________________
 CS0005* NAD 83(1986)-  32 55 25.     (N)    096 26 52.     (W)     SCALED    
 CS0005* NAVD 88     -       173.422  (meters)     568.97   (feet)  ADJUSTED  
 CS0005  ___________________________________________________________________
 CS0005  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0005  DYNAMIC HT  -         173.234 (meters)     568.35  (feet)  COMP
 CS0005  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 CS0005
 CS0005  VERT ORDER  -  FIRST     CLASS II
 CS0005
 CS0005.The horizontal coordinates were scaled from a topographic map and have
 CS0005.an estimated accuracy of +/- 6 seconds.
 CS0005
 CS0005.The orthometric height was determined by differential leveling
 CS0005.and adjusted by the National Geodetic Survey in June 1991..
 CS0005
 CS0005.The geoid height was determined by GEOID03.
 CS0005
 CS0005.The dynamic height is computed by dividing the NAVD 88
 CS0005.geopotential number by the normal gravity value computed on the
 CS0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0005.degrees latitude (g = 980.6199 gals.).
 CS0005
 CS0005.The modeled gravity was interpolated from observed gravity values.
 CS0005
 CS0005;                    North         East    Units  Estimated Accuracy
 CS0005;SPC TXNC     - 2,141,260.      791,920.      MT  (+/- 180 meters Scaled)
 CS0005
 CS0005                          SUPERSEDED SURVEY CONTROL
 CS0005
 CS0005  NGVD 29 (??/??/92)  173.455  (m)          569.08   (f) ADJ UNCH    1 2
 CS0005
 CS0005.Superseded values are not recommended for survey control.
 CS0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0005.See file dsdata.txt to determine how the superseded data were derived.
 CS0005
 CS0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB386457(NAD 83)
 CS0005_MARKER: DB = BENCH MARK DISK
 CS0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0005_STAMPING: H 927 1946
 CS0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0005+STABILITY: SURFACE MOTION
 CS0005
 CS0005  HISTORY     - Date     Condition        Report By
 CS0005  HISTORY     - 1946     MONUMENTED       CGS
 CS0005  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0005
 CS0005                          STATION DESCRIPTION
 CS0005
 CS0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0005'0.3 MI NE FROM ROCKWALL.
 CS0005'0.3 MILE NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 CS0005'THE STATION AT ROCKWALL.  46.5 FEET NORTHEAST OF THE CENTER OF A
 CS0005'PRIVATE RAILROAD CROSSING, 41.9 FEET NORTH OF THE NORTH RAIL OF THE
 CS0005'MAIN TRACK, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, 6.7 FEET EAST
 CS0005'OF THE EAST CORNER OF A CATTLE GUARD, 3.2 FEET NORTHWEST OF A WHITE
 CS0005'4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 CS0005
 CS0005                          STATION RECOVERY (1986)
 CS0005
 CS0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0039 ***********************************************************************
 CS0039  DESIGNATION -  H 928 RESET 1953
 CS0039  PID         -  CS0039
 CS0039  STATE/COUNTY-  TX/HUNT
 CS0039  USGS QUAD   -  ROYSE CITY (1963)
 CS0039
 CS0039                         *CURRENT SURVEY CONTROL
 CS0039  ___________________________________________________________________
 CS0039* NAD 83(1986)-  32 56 13.     (N)    096 15 42.     (W)     SCALED    
 CS0039* NAVD 88     -       154.40   (+/-2cm)     506.6    (feet)  VERTCON   
 CS0039  ___________________________________________________________________
 CS0039  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0039
 CS0039  VERT ORDER  -  THIRD (See Below)
 CS0039
 CS0039.The horizontal coordinates were scaled from a topographic map and have
 CS0039.an estimated accuracy of +/- 6 seconds.
 CS0039
 CS0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0039.The vertical order pertains to the NGVD 29 superseded value.
 CS0039
 CS0039.The geoid height was determined by GEOID03.
 CS0039
 CS0039;                    North         East    Units  Estimated Accuracy
 CS0039;SPC TXNC     - 2,143,090.      809,290.      MT  (+/- 180 meters Scaled)
 CS0039
 CS0039                          SUPERSEDED SURVEY CONTROL
 CS0039
 CS0039  NGVD 29 (01/29/03)  154.40   (m)          506.6    (f) RESET       3  
 CS0039
 CS0039.Superseded values are not recommended for survey control.
 CS0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0039.See file dsdata.txt to determine how the superseded data were derived.
 CS0039
 CS0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB560476(NAD 83)
 CS0039_MARKER: DB = BENCH MARK DISK
 CS0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0039_STAMPING: H 928 RESET 1953
 CS0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0039+STABILITY: SURFACE MOTION
 CS0039
 CS0039  HISTORY     - Date     Condition        Report By
 CS0039  HISTORY     - 1953     MONUMENTED       CGS
 CS0039
 CS0039                          STATION DESCRIPTION
 CS0039
 CS0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CS0039'6.1 MI SE FROM ROYSE CITY.
 CS0039'IN HUNT COUNTY, 6.1 MILES SOUTHEAST ALONG FM HIGHWAY NO. 35, FROM THE
 CS0039'RAILROAD CROSSING AT ROYSE CITY, ROCKWALL COUNTY, ABOUT 50 YARDS NORTH
 CS0039'OF THE EAST END OF A CONCRETE BRIDGE, 25 FEET EAST OF THE CENTERLINE
 CS0039'OF A FARM LANE LEADING NORTH, 18 FEET SOUTHWEST OF A FENCE CORNER, 1
 CS0039'FOOT SOUTH OF THE FENCE AND 2 FEET EAST OF A WHITE 4 X 4 WITNESS POST.
 CS0039'A STANDARD DISK STAMPED H 928 RESET 1953 AND SET IN A CONCRETE
 CS0039'MONUMENT WHICH PROJECTS ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0055 ***********************************************************************
 CS0055  DESIGNATION -  H 929
 CS0055  PID         -  CS0055
 CS0055  STATE/COUNTY-  TX/HUNT
 CS0055  USGS QUAD   -  TERRELL NORTH (1962)
 CS0055
 CS0055                         *CURRENT SURVEY CONTROL
 CS0055  ___________________________________________________________________
 CS0055* NAD 83(1986)-  32 52 04.     (N)    096 15 37.     (W)     SCALED    
 CS0055* NAVD 88     -       167.722  (meters)     550.27   (feet)  ADJUSTED  
 CS0055  ___________________________________________________________________
 CS0055  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CS0055  DYNAMIC HT  -         167.538 (meters)     549.66  (feet)  COMP
 CS0055  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 CS0055
 CS0055  VERT ORDER  -  SECOND    CLASS 0
 CS0055
 CS0055.The horizontal coordinates were scaled from a topographic map and have
 CS0055.an estimated accuracy of +/- 6 seconds.
 CS0055
 CS0055.The orthometric height was determined by differential leveling
 CS0055.and adjusted by the National Geodetic Survey in June 1991..
 CS0055
 CS0055.The geoid height was determined by GEOID03.
 CS0055
 CS0055.The dynamic height is computed by dividing the NAVD 88
 CS0055.geopotential number by the normal gravity value computed on the
 CS0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0055.degrees latitude (g = 980.6199 gals.).
 CS0055
 CS0055.The modeled gravity was interpolated from observed gravity values.
 CS0055
 CS0055;                    North         East    Units  Estimated Accuracy
 CS0055;SPC TXNC     - 2,135,430.      809,580.      MT  (+/- 180 meters Scaled)
 CS0055
 CS0055                          SUPERSEDED SURVEY CONTROL
 CS0055
 CS0055  NGVD 29 (??/??/92)  167.722  (m)          550.27   (f) ADJ UNCH    2 0
 CS0055
 CS0055.Superseded values are not recommended for survey control.
 CS0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0055.See file dsdata.txt to determine how the superseded data were derived.
 CS0055
 CS0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB563399(NAD 83)
 CS0055_MARKER: DB = BENCH MARK DISK
 CS0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0055_STAMPING: H 929 1946
 CS0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0055+STABILITY: SURFACE MOTION
 CS0055
 CS0055  HISTORY     - Date     Condition        Report By
 CS0055  HISTORY     - 1946     MONUMENTED       CGS
 CS0055  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0055  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0055
 CS0055                          STATION DESCRIPTION
 CS0055
 CS0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0055'5.9 MI NE FROM CHISHOLM.
 CS0055'IN HUNT COUNTY, 5.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE POST
 CS0055'OFFICE AT CHISHOLM, ROCKWALL COUNTY, THENCE 3.0 MILES SOUTHEAST ALONG
 CS0055'A ROAD.  0.4 MILE SOUTHEAST OF WHITEHEAD SCHOOL, AT A ROAD
 CS0055'INTERSECTION, 40 FEET NORTHWEST OF THE CENTERLINE OF THE
 CS0055'NORTHEAST-AND-SOUTHWEST ROAD, 31 FEET NORTHEAST OF THE CENTERLINE OF
 CS0055'THE NORTHWEST-AND-SOUTHEAST ROAD, 36 FEET NORTH OF THE NORTHWEST END
 CS0055'OF A CONCRETE-PIPE CULVERT, 7 FEET NORTH OF A FENCE CORNER, AND 2 FEET
 CS0055'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H
 CS0055'929 1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS0055
 CS0055                          STATION RECOVERY (1961)
 CS0055
 CS0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0055'MARK NOT FOUND.
 CS0055
 CS0055                          STATION RECOVERY (1994)
 CS0055
 CS0055'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0965 ***********************************************************************
 AH0965  DESIGNATION -  H 93
 AH0965  PID         -  AH0965
 AH0965  STATE/COUNTY-  TX/NUECES
 AH0965  USGS QUAD   -  AGUA DULCE (1979)
 AH0965
 AH0965                         *CURRENT SURVEY CONTROL
 AH0965  ___________________________________________________________________
 AH0965* NAD 83(1986)-  27 46 52.     (N)    097 54 26.     (W)     SCALED    
 AH0965* NAVD 88     -        39.163  (meters)     128.49   (feet)  ADJUSTED  
 AH0965  ___________________________________________________________________
 AH0965  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH0965  DYNAMIC HT  -          39.103 (meters)     128.29  (feet)  COMP
 AH0965  MODELED GRAV-     979,106.7   (mgal)                       NAVD 88
 AH0965
 AH0965  VERT ORDER  -  FIRST     CLASS II
 AH0965
 AH0965.The horizontal coordinates were scaled from a topographic map and have
 AH0965.an estimated accuracy of +/- 6 seconds.
 AH0965
 AH0965.The orthometric height was determined by differential leveling
 AH0965.and adjusted by the National Geodetic Survey in June 1991..
 AH0965.WARNING-Repeat measurements at this control monument indicate possible
 AH0965.vertical movement.
 AH0965
 AH0965.The geoid height was determined by GEOID03.
 AH0965
 AH0965.The dynamic height is computed by dividing the NAVD 88
 AH0965.geopotential number by the normal gravity value computed on the
 AH0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0965.degrees latitude (g = 980.6199 gals.).
 AH0965
 AH0965.The modeled gravity was interpolated from observed gravity values.
 AH0965
 AH0965;                    North         East    Units  Estimated Accuracy
 AH0965;SPC TX S     - 5,234,410.      358,420.      MT  (+/- 180 meters Scaled)
 AH0965
 AH0965                          SUPERSEDED SURVEY CONTROL
 AH0965
 AH0965  NGVD 29 (??/??/92)   39.273  (m)          128.85   (f) ADJ UNCH    1 2
 AH0965
 AH0965.Superseded values are not recommended for survey control.
 AH0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0965.See file dsdata.txt to determine how the superseded data were derived.
 AH0965
 AH0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR076734(NAD 83)
 AH0965_MARKER: DB = BENCH MARK DISK
 AH0965_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0965_SP_SET: BUILDING
 AH0965_STAMPING: H 93 1932 128.720
 AH0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0965
 AH0965  HISTORY     - Date     Condition        Report By
 AH0965  HISTORY     - 1932     MONUMENTED       CGS
 AH0965  HISTORY     - 1951     GOOD             NGS
 AH0965
 AH0965                          STATION DESCRIPTION
 AH0965
 AH0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0965'0.2 MI E FROM AGUA DULCE.
 AH0965'0.2 MILE EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0965'AGUA DULCE, 108.9 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, SET
 AH0965'VERTICALLY IN THE SOUTHWEST CORNER OF THE CONCRETE WALL OF THE MAIN
 AH0965'BUILDING OF THE AGUA DULCE GRAIN COMPANY, 2.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0070 ***********************************************************************
 CS0070  DESIGNATION -  H 930
 CS0070  PID         -  CS0070
 CS0070  STATE/COUNTY-  TX/ROCKWALL
 CS0070  USGS QUAD   -  FORNEY NORTH (1973)
 CS0070
 CS0070                         *CURRENT SURVEY CONTROL
 CS0070  ___________________________________________________________________
 CS0070* NAD 83(1986)-  32 51 51.     (N)    096 24 30.     (W)     SCALED    
 CS0070* NAVD 88     -       171.279  (meters)     561.94   (feet)  ADJUSTED  
 CS0070  ___________________________________________________________________
 CS0070  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0070  DYNAMIC HT  -         171.091 (meters)     561.32  (feet)  COMP
 CS0070  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 CS0070
 CS0070  VERT ORDER  -  SECOND    CLASS 0
 CS0070
 CS0070.The horizontal coordinates were scaled from a topographic map and have
 CS0070.an estimated accuracy of +/- 6 seconds.
 CS0070
 CS0070.The orthometric height was determined by differential leveling
 CS0070.and adjusted by the National Geodetic Survey in June 1991..
 CS0070
 CS0070.The geoid height was determined by GEOID03.
 CS0070
 CS0070.The dynamic height is computed by dividing the NAVD 88
 CS0070.geopotential number by the normal gravity value computed on the
 CS0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0070.degrees latitude (g = 980.6199 gals.).
 CS0070
 CS0070.The modeled gravity was interpolated from observed gravity values.
 CS0070
 CS0070;                    North         East    Units  Estimated Accuracy
 CS0070;SPC TXNC     - 2,134,740.      795,740.      MT  (+/- 180 meters Scaled)
 CS0070
 CS0070                          SUPERSEDED SURVEY CONTROL
 CS0070
 CS0070  NGVD 29 (??/??/92)  171.297  (m)          562.00   (f) ADJ UNCH    2 0
 CS0070
 CS0070.Superseded values are not recommended for survey control.
 CS0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0070.See file dsdata.txt to determine how the superseded data were derived.
 CS0070
 CS0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB425392(NAD 83)
 CS0070_MARKER: DB = BENCH MARK DISK
 CS0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0070_SP_SET: CULVERT
 CS0070_STAMPING: H 930 1946
 CS0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0070
 CS0070  HISTORY     - Date     Condition        Report By
 CS0070  HISTORY     - 1946     MONUMENTED       CGS
 CS0070  HISTORY     - 1966     GOOD             NGS
 CS0070  HISTORY     - 19920825 MARK NOT FOUND   USPSQD
 CS0070  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS0070
 CS0070                          STATION DESCRIPTION
 CS0070
 CS0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0070'5.1 MI SE FROM ROCKWALL.
 CS0070'5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 205 FROM THE COURTHOUSE AT
 CS0070'ROCKWALL, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST HEADWALL,
 CS0070'18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 8 INCHES
 CS0070'SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.  A STANDARD DISK,
 CS0070'STAMPED H 930 1946.  NOTE-- THE MARK WAS USED TO SERVE FOR AN AZIMUTH
 CS0070'MARK TO TRIANGULATION STATION BRUSHY.
 CS0070
 CS0070                          STATION RECOVERY (1992)
 CS0070
 CS0070'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS0070'MARK NOT FOUND.
 CS0070
 CS0070                          STATION RECOVERY (2005)
 CS0070
 CS0070'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1642 ***********************************************************************
 CS1642  DESIGNATION -  H 932
 CS1642  PID         -  CS1642
 CS1642  STATE/COUNTY-  TX/TARRANT
 CS1642  USGS QUAD   -  FORT WORTH (1981)
 CS1642
 CS1642                         *CURRENT SURVEY CONTROL
 CS1642  ___________________________________________________________________
 CS1642* NAD 83(1986)-  32 44 38.     (N)    097 18 08.     (W)     SCALED    
 CS1642* NAVD 88     -       166.167  (meters)     545.17   (feet)  ADJUSTED  
 CS1642  ___________________________________________________________________
 CS1642  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CS1642  DYNAMIC HT  -         165.972 (meters)     544.53  (feet)  COMP
 CS1642  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 CS1642
 CS1642  VERT ORDER  -  FIRST     CLASS II
 CS1642
 CS1642.The horizontal coordinates were scaled from a topographic map and have
 CS1642.an estimated accuracy of +/- 6 seconds.
 CS1642
 CS1642.The orthometric height was determined by differential leveling
 CS1642.and adjusted by the National Geodetic Survey in June 1991..
 CS1642
 CS1642.The geoid height was determined by GEOID03.
 CS1642
 CS1642.The dynamic height is computed by dividing the NAVD 88
 CS1642.geopotential number by the normal gravity value computed on the
 CS1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1642.degrees latitude (g = 980.6199 gals.).
 CS1642
 CS1642.The modeled gravity was interpolated from observed gravity values.
 CS1642
 CS1642;                    North         East    Units  Estimated Accuracy
 CS1642;SPC TXNC     - 2,120,090.      712,240.      MT  (+/- 180 meters Scaled)
 CS1642
 CS1642                          SUPERSEDED SURVEY CONTROL
 CS1642
 CS1642  NGVD 29 (??/??/92)  166.14   (m)          545.1    (f) COMPUTED    1 2
 CS1642
 CS1642.Superseded values are not recommended for survey control.
 CS1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1642.See file dsdata.txt to determine how the superseded data were derived.
 CS1642
 CS1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB590241(NAD 83)
 CS1642_MARKER: DB = BENCH MARK DISK
 CS1642_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CS1642_SP_SET: FOOTING
 CS1642_STAMPING: H 932 1946
 CS1642_MARK LOGO: CGS   
 CS1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1642+STABILITY: SURFACE MOTION
 CS1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1642+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 CS1642
 CS1642  HISTORY     - Date     Condition        Report By
 CS1642  HISTORY     - 1946     MONUMENTED       CGS
 CS1642  HISTORY     - 1957     GOOD             NGS
 CS1642  HISTORY     - 1986     GOOD             NGS
 CS1642  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1642  HISTORY     - 19970301 GOOD             USPSQD
 CS1642  HISTORY     - 20021029 GOOD             GEOCAC
 CS1642
 CS1642                          STATION DESCRIPTION
 CS1642
 CS1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1642'IN FORT WORTH.
 CS1642'1.9 MILES SOUTHEAST OF THE COUNTY COURTHOUSE AT FORT WORTH, IN THE
 CS1642'RIVERSIDE DRIVE UNDERPASS UNDER THE TEXAS AND PACIFIC RAILROAD, 21
 CS1642'FEET EAST OF THE CENTER LINE OF RIVERSIDE DRIVE.  A BRONZE DISK SET IN
 CS1642'THE TOP OF THE CONCRETE FOOTING OF THE EAST PIER OF THE UNDERPASS,
 CS1642'BETWEEN THE FIRST AND SECOND COLUMNS SOUTH OF THE NORTH END OF THE
 CS1642'PIER.
 CS1642
 CS1642                          STATION RECOVERY (1957)
 CS1642
 CS1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1642'RECOVERED IN GOOD CONDITION.
 CS1642
 CS1642                          STATION RECOVERY (1986)
 CS1642
 CS1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1642'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FORT
 CS1642'WORTH, AT THE INTERSECTION OF RIVERSIDE DRIVE AND THE MISSOURI PACIFIC
 CS1642'RAILROAD, IN THE CONCRETE FOOTING BETWEEN THE TWO COLUMNS OF THE NORTH
 CS1642'PIER OF THE RAILROAD OVERPASS OF THE DRIVE, 6.4 M (21.0 FT) EAST OF
 CS1642'THE CENTERLINE OF THE DRIVE, 0.4 M (1.3 FT) NORTH OF THE NORTHWEST
 CS1642'CORNER OF THE SECOND PIER, AND 0.3 M (1.0 FT) SOUTH OF THE SOUTHWEST
 CS1642'CORNER OF THE FIRST PIER.
 CS1642'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 CS1642
 CS1642                          STATION RECOVERY (1989)
 CS1642
 CS1642'RECOVERY NOTE BY US POWER SQUADRON 1989 (RW)
 CS1642'MARK NOT FOUND.
 CS1642
 CS1642                          STATION RECOVERY (1997)
 CS1642
 CS1642'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1642'RECOVERED IN GOOD CONDITION.
 CS1642
 CS1642                          STATION RECOVERY (2002)
 CS1642
 CS1642'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1574 ***********************************************************************
 CS1574  DESIGNATION -  H 933
 CS1574  PID         -  CS1574
 CS1574  STATE/COUNTY-  TX/TARRANT
 CS1574  USGS QUAD   -  FORT WORTH (1981)
 CS1574
 CS1574                         *CURRENT SURVEY CONTROL
 CS1574  ___________________________________________________________________
 CS1574* NAD 83(1986)-  32 44 38.     (N)    097 21 41.     (W)     SCALED    
 CS1574* NAVD 88     -       173.344  (meters)     568.71   (feet)  POSTED    
 CS1574  ___________________________________________________________________
 CS1574  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1574  DYNAMIC HT  -         173.140 (meters)     568.04  (feet)  COMP
 CS1574  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 CS1574
 CS1574  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CS1574
 CS1574.The horizontal coordinates were scaled from a topographic map and have
 CS1574.an estimated accuracy of +/- 6 seconds.
 CS1574
 CS1574.The orthometric height was determined by differential leveling
 CS1574.and adjusted by the National Geodetic Survey in 1992..
 CS1574.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CS1574.rate of 1.1 thru 2.0 mm/km.
 CS1574
 CS1574.The geoid height was determined by GEOID03.
 CS1574
 CS1574.The dynamic height is computed by dividing the NAVD 88
 CS1574.geopotential number by the normal gravity value computed on the
 CS1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1574.degrees latitude (g = 980.6199 gals.).
 CS1574
 CS1574.The modeled gravity was interpolated from observed gravity values.
 CS1574
 CS1574;                    North         East    Units  Estimated Accuracy
 CS1574;SPC TXNC     - 2,120,030.      706,700.      MT  (+/- 180 meters Scaled)
 CS1574
 CS1574                          SUPERSEDED SURVEY CONTROL
 CS1574
 CS1574  NGVD 29 (??/??/92)  173.35   (m)          568.7    (f) COMPUTED    1 2
 CS1574
 CS1574.Superseded values are not recommended for survey control.
 CS1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1574.See file dsdata.txt to determine how the superseded data were derived.
 CS1574
 CS1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB535240(NAD 83)
 CS1574_MARKER: DB = BENCH MARK DISK
 CS1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1574_STAMPING: H 933 1946
 CS1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1574+STABILITY: SURFACE MOTION
 CS1574
 CS1574  HISTORY     - Date     Condition        Report By
 CS1574  HISTORY     - 1946     MONUMENTED       CGS
 CS1574  HISTORY     - 1968     GOOD             NGS
 CS1574  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS1574  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1574  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1574
 CS1574                          STATION DESCRIPTION
 CS1574
 CS1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CS1574'IN FORT WORTH.
 CS1574'ABOUT 2.0 MILES SOUTHWEST OF THE COUNTY COURT HOUSE IN FORT WORTH, IN
 CS1574'THE NORTHWEST ANGLE OF THE JUNCTION OF UNIVERSITY DRIVE AND CRESTLINE
 CS1574'ROAD, 11 FEET WEST OF THE WEST CURB OF UNIVERSITY DRIVE, 22.1 FEET
 CS1574'NORTH-NORTHWEST OF THE TRAFFIC SIGNAL LIGHT POST, 32 FEET NORTH OF THE
 CS1574'NORTH RAIL OF A SPUR RAILROAD TRACK, 14 FEET NORTHEAST OF THE
 CS1574'SOUTHEAST CORNER OF A CYCLONE FENCE AND 1.9 FEET EAST OF THE FENCE. A
 CS1574'C AND GS BENCH MARK DISK SET IN A CONCRETE POST WHICH IS ABOUT 1 INCH
 CS1574'BELOW THE SURFACE OF THE GROUND.
 CS1574
 CS1574                          STATION RECOVERY (1991)
 CS1574
 CS1574'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLO)
 CS1574'MARK NOT FOUND.
 CS1574
 CS1574                          STATION RECOVERY (1995)
 CS1574
 CS1574'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1574'MARK NOT FOUND.
 CS1574
 CS1574                          STATION RECOVERY (2001)
 CS1574
 CS1574'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1575 ***********************************************************************
 CS1575  DESIGNATION -  H 933 RESET 1968
 CS1575  PID         -  CS1575
 CS1575  STATE/COUNTY-  TX/TARRANT
 CS1575  USGS QUAD   -  FORT WORTH (1981)
 CS1575
 CS1575                         *CURRENT SURVEY CONTROL
 CS1575  ___________________________________________________________________
 CS1575* NAD 83(1986)-  32 44 37.     (N)    097 21 45.     (W)     SCALED    
 CS1575* NAVD 88     -       175.99   (+/-2cm)     577.4    (feet)  VERTCON   
 CS1575  ___________________________________________________________________
 CS1575  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1575
 CS1575  VERT ORDER  -  THIRD (See Below)
 CS1575
 CS1575.The horizontal coordinates were scaled from a topographic map and have
 CS1575.an estimated accuracy of +/- 6 seconds.
 CS1575
 CS1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1575.The vertical order pertains to the NGVD 29 superseded value.
 CS1575
 CS1575.The geoid height was determined by GEOID03.
 CS1575
 CS1575;                    North         East    Units  Estimated Accuracy
 CS1575;SPC TXNC     - 2,120,000.      706,600.      MT  (+/- 180 meters Scaled)
 CS1575
 CS1575                          SUPERSEDED SURVEY CONTROL
 CS1575
 CS1575  NGVD 29 (01/29/03)  175.99   (m)          577.4    (f) RESET       3  
 CS1575
 CS1575.Superseded values are not recommended for survey control.
 CS1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1575.See file dsdata.txt to determine how the superseded data were derived.
 CS1575
 CS1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB534240(NAD 83)
 CS1575_MARKER: DB = BENCH MARK DISK
 CS1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1575_STAMPING: H 933 RESET 1968
 CS1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1575+STABILITY: SURFACE MOTION
 CS1575
 CS1575  HISTORY     - Date     Condition        Report By
 CS1575  HISTORY     - 1968     MONUMENTED       CGS
 CS1575  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1575  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS1575  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1575
 CS1575                          STATION DESCRIPTION
 CS1575
 CS1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CS1575'IN FORT WORTH.
 CS1575'ABOUT 2 MILES SOUTHWEST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT
 CS1575'THE JUNCTION OF CRESTLINE ROAD AND HARLEY AVENUE, ABOUT 250 FEET WEST
 CS1575'OF UNIVERSITY DRIVE, 28 FEET NORTH OF THE CENTER LINE OR 7 FEET NORTH
 CS1575'OF THE CURB LINE OF CRESTLINE ROAD, 5 FEET SOUTHWEST OF THE SOUTHEAST
 CS1575'CORNER OF THE STOCK BARNS WHICH ARE ALONG THE NORTH SIDE OF CRESTLINE
 CS1575'ROAD, 10 FEET NORTHEAST OF A POWER LINE POLE, AND 1 FOOT SOUTH OF A
 CS1575'CYCLONE FENCE.  A C AND GS BENCH MARK DISK SET IN A 10 X 10 IN.
 CS1575'CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 CS1575
 CS1575                          STATION RECOVERY (1989)
 CS1575
 CS1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1575'MARK NOT FOUND.
 CS1575
 CS1575                          STATION RECOVERY (1991)
 CS1575
 CS1575'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLO)
 CS1575'MARK NOT FOUND.
 CS1575
 CS1575                          STATION RECOVERY (2001)
 CS1575
 CS1575'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2219 ***********************************************************************
 BY2219  DESIGNATION -  H 934
 BY2219  PID         -  BY2219
 BY2219  STATE/COUNTY-  TX/FREESTONE
 BY2219  USGS QUAD   -  KEECHI (1964)
 BY2219
 BY2219                         *CURRENT SURVEY CONTROL
 BY2219  ___________________________________________________________________
 BY2219* NAD 83(1986)-  31 35 51.     (N)    095 57 21.     (W)     SCALED    
 BY2219* NAVD 88     -       105.115  (meters)     344.86   (feet)  ADJUSTED  
 BY2219  ___________________________________________________________________
 BY2219  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BY2219  DYNAMIC HT  -         104.987 (meters)     344.44  (feet)  COMP
 BY2219  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 BY2219
 BY2219  VERT ORDER  -  SECOND    CLASS 0
 BY2219
 BY2219.The horizontal coordinates were scaled from a topographic map and have
 BY2219.an estimated accuracy of +/- 6 seconds.
 BY2219
 BY2219.The orthometric height was determined by differential leveling
 BY2219.and adjusted by the National Geodetic Survey in June 1991..
 BY2219
 BY2219.The geoid height was determined by GEOID03.
 BY2219
 BY2219.The dynamic height is computed by dividing the NAVD 88
 BY2219.geopotential number by the normal gravity value computed on the
 BY2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2219.degrees latitude (g = 980.6199 gals.).
 BY2219
 BY2219.The modeled gravity was interpolated from observed gravity values.
 BY2219
 BY2219;                    North         East    Units  Estimated Accuracy
 BY2219;SPC TX C     - 3,222,220.    1,115,310.      MT  (+/- 180 meters Scaled)
 BY2219
 BY2219                          SUPERSEDED SURVEY CONTROL
 BY2219
 BY2219  NGVD 29 (??/??/92)  105.097  (m)          344.81   (f) ADJ UNCH    2 0
 BY2219
 BY2219.Superseded values are not recommended for survey control.
 BY2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2219.See file dsdata.txt to determine how the superseded data were derived.
 BY2219
 BY2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ195996(NAD 83)
 BY2219_MARKER: DB = BENCH MARK DISK
 BY2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2219_STAMPING: H 934 1948
 BY2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2219+STABILITY: SURFACE MOTION
 BY2219
 BY2219  HISTORY     - Date     Condition        Report By
 BY2219  HISTORY     - 1948     MONUMENTED       CGS
 BY2219
 BY2219                          STATION DESCRIPTION
 BY2219
 BY2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY2219'7.35 MI W FROM OAKWOOD.
 BY2219'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 79 FROM THE WATER TOWER AT
 BY2219'OAKWOOD, THENCE 4.65 MILES WEST ALONG THE LANELY-OAKWOOD DIRT ROAD, AT
 BY2219'THE TOP OF A HILL, 41.0 FEET NORTH AND ABOUT 4.0 FEET ABOVE THE CENTER
 BY2219'OF THE ROAD, 28.0 FEET SOUTHEAST OF THE CENTER OF A WIRE GATE AND A
 BY2219'FARM DRIVE, 23.2 FEET NORTHWEST OF A FENCE CORNER, 1.5 FEET NORTHWEST
 BY2219'OF A WITNESS POST, 1.0 FOOT SOUTHWEST OF A BARB WIRE FENCE AND SET IN
 BY2219'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1462 ***********************************************************************
 BZ1462  DESIGNATION -  H 935 RESET
 BZ1462  PID         -  BZ1462
 BZ1462  STATE/COUNTY-  TX/FREESTONE
 BZ1462  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ1462
 BZ1462                         *CURRENT SURVEY CONTROL
 BZ1462  ___________________________________________________________________
 BZ1462* NAD 83(1986)-  31 37 39.     (N)    096 21 54.     (W)     SCALED    
 BZ1462* NAVD 88     -       139.46   (+/-2cm)     457.5    (feet)  VERTCON   
 BZ1462  ___________________________________________________________________
 BZ1462  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 BZ1462
 BZ1462  VERT ORDER  -  THIRD (See Below)
 BZ1462
 BZ1462.The horizontal coordinates were scaled from a topographic map and have
 BZ1462.an estimated accuracy of +/- 6 seconds.
 BZ1462
 BZ1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1462.The vertical order pertains to the NGVD 29 superseded value.
 BZ1462
 BZ1462.The geoid height was determined by GEOID03.
 BZ1462
 BZ1462;                    North         East    Units  Estimated Accuracy
 BZ1462;SPC TX C     - 3,224,090.    1,076,390.      MT  (+/- 180 meters Scaled)
 BZ1462
 BZ1462                          SUPERSEDED SURVEY CONTROL
 BZ1462
 BZ1462  NGVD 29 (01/29/03)  139.44   (m)          457.5    (f) RESET       3  
 BZ1462
 BZ1462.Superseded values are not recommended for survey control.
 BZ1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1462.See file dsdata.txt to determine how the superseded data were derived.
 BZ1462
 BZ1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA499021(NAD 83)
 BZ1462_MARKER: DB = BENCH MARK DISK
 BZ1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1462_SP_SET: CONCRETE POST
 BZ1462_STAMPING: H 935 RESET 1958
 BZ1462_MARK LOGO: CGS   
 BZ1462_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1462+STABILITY: SURFACE MOTION
 BZ1462
 BZ1462  HISTORY     - Date     Condition        Report By
 BZ1462  HISTORY     - 1958     MONUMENTED       CGS
 BZ1462
 BZ1462                          STATION DESCRIPTION
 BZ1462
 BZ1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ1462'5.0 MILES WEST FROM THE CENTER OF TEAGUE, ALONG THE SOUTH SIDE OF F.M.
 BZ1462'HIGHWAY 1365, 6 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE, 2 FEET
 BZ1462'SOUTH OF A POWER POLE LINE AND IN THE NORTHEAST CORNER OF AN OPEN
 BZ1462'FIELD, IT IS ACROSS THE HIGHWAY FROM A WATER HOLE AND ABOUT 50 FEET
 BZ1462'SOUTHWEST OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0112 ***********************************************************************
 BZ0112  DESIGNATION -  H 936
 BZ0112  PID         -  BZ0112
 BZ0112  STATE/COUNTY-  TX/FREESTONE
 BZ0112  USGS QUAD   -  KIRVIN (1982)
 BZ0112
 BZ0112                         *CURRENT SURVEY CONTROL
 BZ0112  ___________________________________________________________________
 BZ0112* NAD 83(1986)-  31 46 04.     (N)    096 19 54.     (W)     SCALED    
 BZ0112* NAVD 88     -       140.720  (meters)     461.68   (feet)  ADJUSTED  
 BZ0112  ___________________________________________________________________
 BZ0112  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 BZ0112  DYNAMIC HT  -         140.554 (meters)     461.13  (feet)  COMP
 BZ0112  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 BZ0112
 BZ0112  VERT ORDER  -  SECOND    CLASS 0
 BZ0112
 BZ0112.The horizontal coordinates were scaled from a topographic map and have
 BZ0112.an estimated accuracy of +/- 6 seconds.
 BZ0112
 BZ0112.The orthometric height was determined by differential leveling
 BZ0112.and adjusted by the National Geodetic Survey in June 1991..
 BZ0112
 BZ0112.The geoid height was determined by GEOID03.
 BZ0112
 BZ0112.The dynamic height is computed by dividing the NAVD 88
 BZ0112.geopotential number by the normal gravity value computed on the
 BZ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0112.degrees latitude (g = 980.6199 gals.).
 BZ0112
 BZ0112.The modeled gravity was interpolated from observed gravity values.
 BZ0112
 BZ0112;                    North         East    Units  Estimated Accuracy
 BZ0112;SPC TX C     - 3,239,750.    1,078,990.      MT  (+/- 180 meters Scaled)
 BZ0112
 BZ0112                          SUPERSEDED SURVEY CONTROL
 BZ0112
 BZ0112  NGVD 29 (??/??/92)  140.707  (m)          461.64   (f) ADJ UNCH    2 0
 BZ0112
 BZ0112.Superseded values are not recommended for survey control.
 BZ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0112.See file dsdata.txt to determine how the superseded data were derived.
 BZ0112
 BZ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA527177(NAD 83)
 BZ0112_MARKER: DB = BENCH MARK DISK
 BZ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0112_STAMPING: H 936 1948
 BZ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0112+STABILITY: SURFACE MOTION
 BZ0112
 BZ0112  HISTORY     - Date     Condition        Report By
 BZ0112  HISTORY     - 1948     MONUMENTED       CGS
 BZ0112  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0112
 BZ0112                          STATION DESCRIPTION
 BZ0112
 BZ0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0112'IN KIRVIN.
 BZ0112'AT KIRVIN, 102.0 FEET EAST OF THE SOUTHEAST CORNER OF THE
 BZ0112'BURLINGTON-ROCK ISLAND RAILROAD STATION, 141.0 FEET EAST OF THE EAST
 BZ0112'RAIL OF THE MAIN TRACK, 36.6 FEET SOUTH OF THE CENTER OF A DIRT CROSS
 BZ0112'ROAD, 20.2 FEET EAST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD, 11.5
 BZ0112'FEET SOUTH OF A FENCE CORNER, 1.7 FEET NORTH OF A WITNESS POST, 0.9
 BZ0112'FOOT WEST OF A BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST
 BZ0112'WHICH PROJECTS 0.3 FOOT ABOVE GROUND.
 BZ0112
 BZ0112                          STATION RECOVERY (2002)
 BZ0112
 BZ0112'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0112'HIGH PRESSURE UNDERGROUND LIQUID PETROLEUM GAS LINE PLACED IN AREA
 BZ0112'DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0685 ***********************************************************************
 BZ0685  DESIGNATION -  H 937
 BZ0685  PID         -  BZ0685
 BZ0685  STATE/COUNTY-  TX/NAVARRO
 BZ0685  USGS QUAD   -  DAWSON (1978)
 BZ0685
 BZ0685                         *CURRENT SURVEY CONTROL
 BZ0685  ___________________________________________________________________
 BZ0685* NAD 83(1986)-  31 54 01.     (N)    096 42 03.     (W)     SCALED    
 BZ0685* NAVD 88     -       139.644  (meters)     458.15   (feet)  ADJUSTED  
 BZ0685  ___________________________________________________________________
 BZ0685  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 BZ0685  DYNAMIC HT  -         139.479 (meters)     457.61  (feet)  COMP
 BZ0685  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 BZ0685
 BZ0685  VERT ORDER  -  SECOND    CLASS 0
 BZ0685
 BZ0685.The horizontal coordinates were scaled from a topographic map and have
 BZ0685.an estimated accuracy of +/- 6 seconds.
 BZ0685
 BZ0685.The orthometric height was determined by differential leveling
 BZ0685.and adjusted by the National Geodetic Survey in June 1991..
 BZ0685
 BZ0685.The geoid height was determined by GEOID03.
 BZ0685
 BZ0685.The dynamic height is computed by dividing the NAVD 88
 BZ0685.geopotential number by the normal gravity value computed on the
 BZ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0685.degrees latitude (g = 980.6199 gals.).
 BZ0685
 BZ0685.The modeled gravity was interpolated from observed gravity values.
 BZ0685
 BZ0685;                    North         East    Units  Estimated Accuracy
 BZ0685;SPC TXNC     - 2,027,360.      770,200.      MT  (+/- 180 meters Scaled)
 BZ0685
 BZ0685                          SUPERSEDED SURVEY CONTROL
 BZ0685
 BZ0685  NGVD 29 (??/??/92)  139.620  (m)          458.07   (f) ADJ UNCH    2 0
 BZ0685
 BZ0685.Superseded values are not recommended for survey control.
 BZ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0685.See file dsdata.txt to determine how the superseded data were derived.
 BZ0685
 BZ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA174316(NAD 83)
 BZ0685_MARKER: DB = BENCH MARK DISK
 BZ0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0685_STAMPING: H 937 1948
 BZ0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0685+STABILITY: SURFACE MOTION
 BZ0685
 BZ0685  HISTORY     - Date     Condition        Report By
 BZ0685  HISTORY     - 1948     MONUMENTED       CGS
 BZ0685  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0685
 BZ0685                          STATION DESCRIPTION
 BZ0685
 BZ0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0685'0.9 MI E FROM DAWSON.
 BZ0685'0.9 MILE EAST ALONG FARM ROAD 709 FROM THE RAILROAD STATION AT DAWSON,
 BZ0685'197.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARMHOUSE, 78.8 FEET
 BZ0685'SOUTH OF THE CENTER LINE OF FARM ROAD 709, 75.9 FEET EAST OF THE
 BZ0685'CENTER LINE OF A DIRT CROSS ROAD, 22.7 FEET SOUTHEAST OF A 10 INCH ELM
 BZ0685'TREE, 2.0 FEET SOUTH OF A WITNESS POST, 1.4 FEET WEST OF A BARBED WIRE
 BZ0685'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BZ0685'THE GROUND.
 BZ0685
 BZ0685                          STATION RECOVERY (2002)
 BZ0685
 BZ0685'RECOVERY NOTE BY US POWER SQUADRON 2002 (MR)
 BZ0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0046 ***********************************************************************
 BZ0046  DESIGNATION -  H 938
 BZ0046  PID         -  BZ0046
 BZ0046  STATE/COUNTY-  TX/NAVARRO
 BZ0046  USGS QUAD   -  RICHLAND (1978)
 BZ0046
 BZ0046                         *CURRENT SURVEY CONTROL
 BZ0046  ___________________________________________________________________
 BZ0046* NAD 83(1986)-  31 54 35.     (N)    096 25 47.     (W)     SCALED    
 BZ0046* NAVD 88     -       111.798  (meters)     366.79   (feet)  ADJUSTED  
 BZ0046  ___________________________________________________________________
 BZ0046  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 BZ0046  DYNAMIC HT  -         111.668 (meters)     366.36  (feet)  COMP
 BZ0046  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 BZ0046
 BZ0046  VERT ORDER  -  SECOND    CLASS 0
 BZ0046
 BZ0046.The horizontal coordinates were scaled from a topographic map and have
 BZ0046.an estimated accuracy of +/- 6 seconds.
 BZ0046
 BZ0046.The orthometric height was determined by differential leveling
 BZ0046.and adjusted by the National Geodetic Survey in June 1991..
 BZ0046
 BZ0046.The geoid height was determined by GEOID03.
 BZ0046
 BZ0046.The dynamic height is computed by dividing the NAVD 88
 BZ0046.geopotential number by the normal gravity value computed on the
 BZ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0046.degrees latitude (g = 980.6199 gals.).
 BZ0046
 BZ0046.The modeled gravity was interpolated from observed gravity values.
 BZ0046
 BZ0046;                    North         East    Units  Estimated Accuracy
 BZ0046;SPC TXNC     - 2,028,880.      795,820.      MT  (+/- 180 meters Scaled)
 BZ0046
 BZ0046                          SUPERSEDED SURVEY CONTROL
 BZ0046
 BZ0046  NGVD 29 (??/??/92)  111.785  (m)          366.75   (f) ADJ UNCH    2 0
 BZ0046
 BZ0046.Superseded values are not recommended for survey control.
 BZ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0046.See file dsdata.txt to determine how the superseded data were derived.
 BZ0046
 BZ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA430333(NAD 83)
 BZ0046_MARKER: DB = BENCH MARK DISK
 BZ0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0046_SP_SET: CULVERT
 BZ0046_STAMPING: H 938 1948
 BZ0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0046
 BZ0046  HISTORY     - Date     Condition        Report By
 BZ0046  HISTORY     - 1948     MONUMENTED       CGS
 BZ0046  HISTORY     - 20020824 GOOD             USPSQD
 BZ0046
 BZ0046                          STATION DESCRIPTION
 BZ0046
 BZ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0046'1.35 MI SE FROM RICHLAND.
 BZ0046'0.2 MILE EAST ALONG MAIN STREET FROM THE FIRST NATIONAL BANK AT
 BZ0046'RICHLAND, THENCE 1.15 MILES SOUTH ALONG STATE HIGHWAY NO.14, 1.15
 BZ0046'MILES SOUTH OF BENCH MARK K 940, 100.0 FEET SOUTH OF THE POINT WHERE A
 BZ0046'POWER LINE CROSSES THE HIGHWAY, 23.7 FEET WEST OF THE CENTER OF THE
 BZ0046'HIGHWAY, IN THE TOP OF THE SOUTH END OF WEST HEADWALL OF A CONCRETE
 BZ0046'CULVERT AND SET IN A DRILL HOLE.
 BZ0046
 BZ0046                          STATION RECOVERY (2002)
 BZ0046
 BZ0046'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BZ0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0915 ***********************************************************************
 CR0915  DESIGNATION -  H 939
 CR0915  PID         -  CR0915
 CR0915  STATE/COUNTY-  TX/SMITH
 CR0915  USGS QUAD   -  VAN LAKE (1981)
 CR0915
 CR0915                         *CURRENT SURVEY CONTROL
 CR0915  ___________________________________________________________________
 CR0915* NAD 83(1986)-  32 30 31.     (N)    095 30 10.     (W)     SCALED    
 CR0915* NAVD 88     -       185.033  (meters)     607.06   (feet)  ADJUSTED  
 CR0915  ___________________________________________________________________
 CR0915  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CR0915  DYNAMIC HT  -         184.819 (meters)     606.36  (feet)  COMP
 CR0915  MODELED GRAV-     979,481.4   (mgal)                       NAVD 88
 CR0915
 CR0915  VERT ORDER  -  SECOND    CLASS 0
 CR0915
 CR0915.The horizontal coordinates were scaled from a topographic map and have
 CR0915.an estimated accuracy of +/- 6 seconds.
 CR0915
 CR0915.The orthometric height was determined by differential leveling
 CR0915.and adjusted by the National Geodetic Survey in June 1991..
 CR0915
 CR0915.The geoid height was determined by GEOID03.
 CR0915
 CR0915.The dynamic height is computed by dividing the NAVD 88
 CR0915.geopotential number by the normal gravity value computed on the
 CR0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0915.degrees latitude (g = 980.6199 gals.).
 CR0915
 CR0915.The modeled gravity was interpolated from observed gravity values.
 CR0915
 CR0915;                    North         East    Units  Estimated Accuracy
 CR0915;SPC TXNC     - 2,097,380.      881,580.      MT  (+/- 180 meters Scaled)
 CR0915
 CR0915                          SUPERSEDED SURVEY CONTROL
 CR0915
 CR0915  NGVD 29 (??/??/92)  185.055  (m)          607.13   (f) ADJ UNCH    2 0
 CR0915
 CR0915.Superseded values are not recommended for survey control.
 CR0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0915.See file dsdata.txt to determine how the superseded data were derived.
 CR0915
 CR0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR648995(NAD 83)
 CR0915_MARKER: DB = BENCH MARK DISK
 CR0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0915_STAMPING: H 939 1948
 CR0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0915+STABILITY: SURFACE MOTION
 CR0915
 CR0915  HISTORY     - Date     Condition        Report By
 CR0915  HISTORY     - 1948     MONUMENTED       CGS
 CR0915  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0915  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0915
 CR0915                          STATION DESCRIPTION
 CR0915
 CR0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0915'2.8 MI E FROM GARDEN VALLEY.
 CR0915'2.8 MILES EAST ALONG THE GARDEN VALLEY-LINDALE HIGHWAY FROM THE POST
 CR0915'OFFICE AT GARDEN VALLEY, ON THE INSIDE OF A CURVE, 201.0 FEET EAST OF
 CR0915'THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 127.3 FEET SOUTHEAST OF
 CR0915'THE SOUTHEAST CORNER OF A FARMHOUSE, 38.0 FEET NORTHEAST OF THE CENTER
 CR0915'LINE OF THE HIGHWAY, 1.5 FEET NORTHWEST OF A REFERENCE POST, 0.9 FOOT
 CR0915'SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CR0915'FOOT ABOVE THE GROUND.
 CR0915
 CR0915                          STATION RECOVERY (1996)
 CR0915
 CR0915'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0915'MARK NOT FOUND.
 CR0915
 CR0915                          STATION RECOVERY (2004)
 CR0915
 CR0915'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0480 ***********************************************************************
 AJ0480  DESIGNATION -  H 94
 AJ0480  PID         -  AJ0480
 AJ0480  STATE/COUNTY-  TX/JIM HOGG
 AJ0480  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0480
 AJ0480                         *CURRENT SURVEY CONTROL
 AJ0480  ___________________________________________________________________
 AJ0480* NAD 83(1986)-  27 18 16.     (N)    098 38 40.     (W)     SCALED    
 AJ0480* NAVD 88     -       156.320  (meters)     512.86   (feet)  ADJUSTED  
 AJ0480  ___________________________________________________________________
 AJ0480  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AJ0480  DYNAMIC HT  -         156.069 (meters)     512.04  (feet)  COMP
 AJ0480  MODELED GRAV-     979,037.2   (mgal)                       NAVD 88
 AJ0480
 AJ0480  VERT ORDER  -  FIRST     CLASS II
 AJ0480
 AJ0480.The horizontal coordinates were scaled from a topographic map and have
 AJ0480.an estimated accuracy of +/- 6 seconds.
 AJ0480
 AJ0480.The orthometric height was determined by differential leveling
 AJ0480.and adjusted by the National Geodetic Survey in June 1991..
 AJ0480
 AJ0480.The geoid height was determined by GEOID03.
 AJ0480
 AJ0480.The dynamic height is computed by dividing the NAVD 88
 AJ0480.geopotential number by the normal gravity value computed on the
 AJ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0480.degrees latitude (g = 980.6199 gals.).
 AJ0480
 AJ0480.The modeled gravity was interpolated from observed gravity values.
 AJ0480
 AJ0480;                    North         East    Units  Estimated Accuracy
 AJ0480;SPC TX S     - 5,181,460.      285,700.      MT  (+/- 180 meters Scaled)
 AJ0480
 AJ0480                          SUPERSEDED SURVEY CONTROL
 AJ0480
 AJ0480  NGVD 29 (??/??/92)  156.356  (m)          512.98   (f) ADJ UNCH    1 2
 AJ0480
 AJ0480.Superseded values are not recommended for survey control.
 AJ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0480.See file dsdata.txt to determine how the superseded data were derived.
 AJ0480
 AJ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR351202(NAD 83)
 AJ0480_MARKER: DB = BENCH MARK DISK
 AJ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0480_STAMPING: H 94 1933 512.978
 AJ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0480+STABILITY: SURFACE MOTION
 AJ0480
 AJ0480  HISTORY     - Date     Condition        Report By
 AJ0480  HISTORY     - 1933     MONUMENTED       CGS
 AJ0480  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0480
 AJ0480                          STATION DESCRIPTION
 AJ0480
 AJ0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0480'1.8 MI NE FROM HEBBRONVILLE.
 AJ0480'ON THE TEXAS-MEXICAN RR. 400 FT. SW OF MILE POST 64.  40 FT. N OF
 AJ0480'TRACK.
 AJ0480
 AJ0480                          STATION RECOVERY (1968)
 AJ0480
 AJ0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0686 ***********************************************************************
 BZ0686  DESIGNATION -  H 940
 BZ0686  PID         -  BZ0686
 BZ0686  STATE/COUNTY-  TX/LIMESTONE
 BZ0686  USGS QUAD   -  COOLIDGE (1978)
 BZ0686
 BZ0686                         *CURRENT SURVEY CONTROL
 BZ0686  ___________________________________________________________________
 BZ0686* NAD 83(1986)-  31 45 51.     (N)    096 38 44.     (W)     SCALED    
 BZ0686* NAVD 88     -       162.703  (meters)     533.80   (feet)  ADJUSTED  
 BZ0686  ___________________________________________________________________
 BZ0686  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0686  DYNAMIC HT  -         162.509 (meters)     533.16  (feet)  COMP
 BZ0686  MODELED GRAV-     979,447.2   (mgal)                       NAVD 88
 BZ0686
 BZ0686  VERT ORDER  -  FIRST     CLASS II
 BZ0686
 BZ0686.The horizontal coordinates were scaled from a topographic map and have
 BZ0686.an estimated accuracy of +/- 6 seconds.
 BZ0686
 BZ0686.The orthometric height was determined by differential leveling
 BZ0686.and adjusted by the National Geodetic Survey in June 1991..
 BZ0686.WARNING-Repeat measurements at this control monument indicate possible
 BZ0686.vertical movement.
 BZ0686
 BZ0686.The geoid height was determined by GEOID03.
 BZ0686
 BZ0686.The dynamic height is computed by dividing the NAVD 88
 BZ0686.geopotential number by the normal gravity value computed on the
 BZ0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0686.degrees latitude (g = 980.6199 gals.).
 BZ0686
 BZ0686.The modeled gravity was interpolated from observed gravity values.
 BZ0686
 BZ0686;                    North         East    Units  Estimated Accuracy
 BZ0686;SPC TX C     - 3,238,320.    1,049,280.      MT  (+/- 180 meters Scaled)
 BZ0686
 BZ0686                          SUPERSEDED SURVEY CONTROL
 BZ0686
 BZ0686  NGVD 29 (??/??/92)  162.498  (m)          533.13   (f) ADJ UNCH    1 2
 BZ0686
 BZ0686.Superseded values are not recommended for survey control.
 BZ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0686.See file dsdata.txt to determine how the superseded data were derived.
 BZ0686
 BZ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA229167(NAD 83)
 BZ0686_MARKER: DB = BENCH MARK DISK
 BZ0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0686_STAMPING: H 940 1948
 BZ0686_PROJECTION: PROJECTING 6 CENTIMETERS
 BZ0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0686+STABILITY: SURFACE MOTION
 BZ0686
 BZ0686  HISTORY     - Date     Condition        Report By
 BZ0686  HISTORY     - 1948     MONUMENTED       CGS
 BZ0686  HISTORY     - 1980     GOOD             NGS
 BZ0686
 BZ0686                          STATION DESCRIPTION
 BZ0686
 BZ0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0686'1 MI N FROM COOLIDGE.
 BZ0686'0.4 MILE NORTHWEST ALONG STATE HIGHWAY NO. 171 FROM THE ABANDONED
 BZ0686'BURLINGTON-ROCK ISLAND STATION AT COOLIDGE, THENCE 0.6 MILE NORTHEAST
 BZ0686'ALONG A GRADED DIRT ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 BZ0686'LEADING NORTHWEST AND SOUTHWEST, 48.0 FEET NORTHEAST OF THE CENTER
 BZ0686'LINE OF THE ROAD, 14.0 FEET NORTHEAST OF A TELEPHONE POLE USED AS A
 BZ0686'CORNER FENCE POST, 1.2 FEET NORTHWEST OF A FENCE, 1.5 FEET SOUTHEAST
 BZ0686'OF A REFERENCE POST, ABOUT 1.0 FOOT BELOW ROAD LEVEL, SET IN TOP OF A
 BZ0686'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BZ0686
 BZ0686                          STATION RECOVERY (1980)
 BZ0686
 BZ0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0686'16.7 KM. (10.4 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE
 BZ0686'JUNCTION OF STATE HIGHWAY 31 IN HUBBARD, THENCE 0.65 KM. (0.4 MI.)
 BZ0686'NORTHEAST ALONG A PAVED ROAD, THENCE 0.3 KM. (0.2 MI.) NORTHEAST ALONG
 BZ0686'A TRACK ROAD, ALSO 1.5 KM. (0.95 MI.) NORTH ALONG FARM ROAD 73 FROM
 BZ0686'THE POST OFFICE IN COOLIDGE, THENCE 0.3 KM. (0.2 MI.) NORTHEAST ALONG
 BZ0686'A TRACK ROAD, 14.6 M. (48.0 FT.) NORTHEAST OF THE CENTERLINE OF THE
 BZ0686'TRACK ROAD, 4.3 M. (14.0 FT.) NORTHEAST OF A TELEPHONE POLE USED AS A
 BZ0686'FENCE CORNER, 0.4 M. (1.2 FT.) NORTHWEST OF A FENCE.
 BZ0686'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 BZ0686'THE MARK IS 0.3 M BELOW THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1951 ***********************************************************************
 CS1951  DESIGNATION -  H 942
 CS1951  PID         -  CS1951
 CS1951  STATE/COUNTY-  TX/TARRANT
 CS1951  USGS QUAD   -  HURST (1981)
 CS1951
 CS1951                         *CURRENT SURVEY CONTROL
 CS1951  ___________________________________________________________________
 CS1951* NAD 83(1986)-  32 50 56.     (N)    097 12 49.     (W)     SCALED    
 CS1951* NAVD 88     -       187.392  (meters)     614.80   (feet)  ADJUSTED  
 CS1951  ___________________________________________________________________
 CS1951  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CS1951  DYNAMIC HT  -         187.174 (meters)     614.09  (feet)  COMP
 CS1951  MODELED GRAV-     979,469.7   (mgal)                       NAVD 88
 CS1951
 CS1951  VERT ORDER  -  SECOND    CLASS 0
 CS1951
 CS1951.The horizontal coordinates were scaled from a topographic map and have
 CS1951.an estimated accuracy of +/- 6 seconds.
 CS1951
 CS1951.The orthometric height was determined by differential leveling
 CS1951.and adjusted by the National Geodetic Survey in June 1991..
 CS1951
 CS1951.The geoid height was determined by GEOID03.
 CS1951
 CS1951.The dynamic height is computed by dividing the NAVD 88
 CS1951.geopotential number by the normal gravity value computed on the
 CS1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1951.degrees latitude (g = 980.6199 gals.).
 CS1951
 CS1951.The modeled gravity was interpolated from observed gravity values.
 CS1951
 CS1951;                    North         East    Units  Estimated Accuracy
 CS1951;SPC TXNC     - 2,131,830.      720,400.      MT  (+/- 180 meters Scaled)
 CS1951
 CS1951                          SUPERSEDED SURVEY CONTROL
 CS1951
 CS1951  NGVD 29 (??/??/92)  187.381  (m)          614.77   (f) ADJ UNCH    2 0
 CS1951
 CS1951.Superseded values are not recommended for survey control.
 CS1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1951.See file dsdata.txt to determine how the superseded data were derived.
 CS1951
 CS1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB671359(NAD 83)
 CS1951_MARKER: DB = BENCH MARK DISK
 CS1951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1951_SP_SET: CULVERT
 CS1951_STAMPING: H 942 1946
 CS1951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1951
 CS1951  HISTORY     - Date     Condition        Report By
 CS1951  HISTORY     - 1946     MONUMENTED       CGS
 CS1951  HISTORY     - 1957     GOOD             NGS
 CS1951  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS1951
 CS1951                          STATION DESCRIPTION
 CS1951
 CS1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1951'1.2 MI S FROM SMITHFIELD.
 CS1951'THIS MARK IS ABOUT 1.2 MILES SOUTH OF SMITHFIELD ALONG THE OLD
 CS1951'NORTHSOUTH ROAD ON THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A
 CS1951'CONCRETE CULVERT UNDER THE OLD ROAD AND IN THE WEST RIGHT-OF-WAY LINE
 CS1951'OF THE NEW HIGHWAY WHICH LEADS SOUTH FROM SMITHFIELD TO HIGHWAY 121
 CS1951'JUNCTION WHICH IS 3.8 MILES NORTHEAST FROM HALTOM CITY.  IT IS ABOUT
 CS1951'50 YARDS SOUTHWEST OF A CONCRETE CULVERT WHICH IS UNDER THE NEW
 CS1951'HIGHWAY.  A STANDARD DISK STAMPED H 942 1946 IN A CONCRETE CULVERT.
 CS1951
 CS1951                          STATION RECOVERY (1997)
 CS1951
 CS1951'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS1951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1908 ***********************************************************************
 CS1908  DESIGNATION -  H 943
 CS1908  PID         -  CS1908
 CS1908  STATE/COUNTY-  TX/DENTON
 CS1908  USGS QUAD   -  COLLEYVILLE (1981)
 CS1908
 CS1908                         *CURRENT SURVEY CONTROL
 CS1908  ___________________________________________________________________
 CS1908* NAD 83(1986)-  32 59 49.     (N)    097 09 59.     (W)     SCALED    
 CS1908* NAVD 88     -       183.904  (meters)     603.36   (feet)  ADJUSTED  
 CS1908  ___________________________________________________________________
 CS1908  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CS1908  DYNAMIC HT  -         183.690 (meters)     602.66  (feet)  COMP
 CS1908  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 CS1908
 CS1908  VERT ORDER  -  SECOND    CLASS 0
 CS1908
 CS1908.The horizontal coordinates were scaled from a topographic map and have
 CS1908.an estimated accuracy of +/- 6 seconds.
 CS1908
 CS1908.The orthometric height was determined by differential leveling
 CS1908.and adjusted by the National Geodetic Survey in June 1991..
 CS1908
 CS1908.The geoid height was determined by GEOID03.
 CS1908
 CS1908.The dynamic height is computed by dividing the NAVD 88
 CS1908.geopotential number by the normal gravity value computed on the
 CS1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1908.degrees latitude (g = 980.6199 gals.).
 CS1908
 CS1908.The modeled gravity was interpolated from observed gravity values.
 CS1908
 CS1908;                    North         East    Units  Estimated Accuracy
 CS1908;SPC TXNC     - 2,148,310.      724,620.      MT  (+/- 180 meters Scaled)
 CS1908
 CS1908                          SUPERSEDED SURVEY CONTROL
 CS1908
 CS1908  NGVD 29 (??/??/92)  183.887  (m)          603.30   (f) ADJ UNCH    2 0
 CS1908
 CS1908.Superseded values are not recommended for survey control.
 CS1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1908.See file dsdata.txt to determine how the superseded data were derived.
 CS1908
 CS1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB713524(NAD 83)
 CS1908_MARKER: DB = BENCH MARK DISK
 CS1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1908_STAMPING: H 943 1946
 CS1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1908+STABILITY: SURFACE MOTION
 CS1908
 CS1908  HISTORY     - Date     Condition        Report By
 CS1908  HISTORY     - 1946     MONUMENTED       CGS
 CS1908  HISTORY     - 1960     GOOD             NGS
 CS1908  HISTORY     - 19950629 GOOD             USPSQD
 CS1908  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS1908
 CS1908                          STATION DESCRIPTION
 CS1908
 CS1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CS1908'5.0 MI E FROM ROANOKE.
 CS1908'5.0 MILES EAST OF ROANOKE, DENTON COUNTY.  THIS BENCH MARK MAY BE
 CS1908'REACHED FROM THE POST OFFICE BY GOING 0.4 MILE NORTH ALONG MAIN
 CS1908'STREET, THENCE 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 114, AND THENCE
 CS1908'1.0 MILE NORTH ALONG A GRAVEL ROAD.  IT IS AT A GRAVEL-ROAD
 CS1908'INTERSECTION, 63 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 CS1908'ROAD, 38 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 15
 CS1908'FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE, 1 FOOT SOUTH
 CS1908'OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE
 CS1908'EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED H 943 1946 AND SET IN
 CS1908'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 CS1908
 CS1908                          STATION RECOVERY (1995)
 CS1908
 CS1908'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1908'RECOVERED IN GOOD CONDITION.
 CS1908
 CS1908                          STATION RECOVERY (2005)
 CS1908
 CS1908'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS1908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0628 ***********************************************************************
 DN0628  DESIGNATION -  H 945 RESET 1946
 DN0628  PID         -  DN0628
 DN0628  STATE/COUNTY-  TX/DENTON
 DN0628  USGS QUAD   -  JUSTIN (1978)
 DN0628
 DN0628                         *CURRENT SURVEY CONTROL
 DN0628  ___________________________________________________________________
 DN0628* NAD 83(1986)-  33 07 07.     (N)    097 17 24.     (W)     SCALED    
 DN0628* NAVD 88     -       191.57   (+/-2cm)     628.5    (feet)  VERTCON   
 DN0628  ___________________________________________________________________
 DN0628  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DN0628
 DN0628  VERT ORDER  -  THIRD (See Below)
 DN0628
 DN0628.The horizontal coordinates were scaled from a topographic map and have
 DN0628.an estimated accuracy of +/- 6 seconds.
 DN0628
 DN0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN0628.The vertical order pertains to the NGVD 29 superseded value.
 DN0628
 DN0628.The geoid height was determined by GEOID03.
 DN0628
 DN0628;                    North         East    Units  Estimated Accuracy
 DN0628;SPC TXNC     - 2,161,660.      712,910.      MT  (+/- 180 meters Scaled)
 DN0628
 DN0628                          SUPERSEDED SURVEY CONTROL
 DN0628
 DN0628  NGVD 29 (01/29/03)  191.54   (m)          628.4    (f) RESET       3  
 DN0628
 DN0628.Superseded values are not recommended for survey control.
 DN0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0628.See file dsdata.txt to determine how the superseded data were derived.
 DN0628
 DN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB595657(NAD 83)
 DN0628_MARKER: DB = BENCH MARK DISK
 DN0628_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0628_SP_SET: ABUTMENT
 DN0628_STAMPING: H 945 RESET 1946
 DN0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0628
 DN0628  HISTORY     - Date     Condition        Report By
 DN0628  HISTORY     - 1946     MONUMENTED       ATSFRR
 DN0628  HISTORY     - 1959     MARK NOT FOUND   USGS
 DN0628  HISTORY     - 19920907 MARK NOT FOUND   USPSQD
 DN0628  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0628  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0628
 DN0628                          STATION DESCRIPTION
 DN0628
 DN0628'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1946
 DN0628'2.3 MI N FROM JUSTIN.
 DN0628'2.3 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 DN0628'STATION AT JUSTIN, DENTON COUNTY, ABOUT 4 POLES SOUTH OF MILEPOST 373,
 DN0628'AT BRIDGE 372 B, AND IN THE WEST END OF THE NORTH ABUTMENT.  A
 DN0628'STANDARD DISK, STAMPED H 945 RESET 1946.  NOTE-- BM MAY BE COVERED
 DN0628'W/CEMENT.
 DN0628
 DN0628                          STATION RECOVERY (1959)
 DN0628
 DN0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DN0628'MARK NOT FOUND.
 DN0628
 DN0628                          STATION RECOVERY (1992)
 DN0628
 DN0628'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0628'MARK NOT FOUND.
 DN0628
 DN0628                          STATION RECOVERY (1998)
 DN0628
 DN0628'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0628'MARK NOT FOUND.
 DN0628
 DN0628                          STATION RECOVERY (2005)
 DN0628
 DN0628'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1867 ***********************************************************************
 CS1867  DESIGNATION -  H 946
 CS1867  PID         -  CS1867
 CS1867  STATE/COUNTY-  TX/TARRANT
 CS1867  USGS QUAD   -  KELLER (1981)
 CS1867
 CS1867                         *CURRENT SURVEY CONTROL
 CS1867  ___________________________________________________________________
 CS1867* NAD 83(1993)-  32 59 07.76125(N)    097 20 02.80076(W)     ADJUSTED  
 CS1867* NAVD 88     -       215.428  (meters)     706.78   (feet)  ADJUSTED  
 CS1867  ___________________________________________________________________
 CS1867  X           -    -683,658.070 (meters)                     COMP
 CS1867  Y           -  -5,311,693.158 (meters)                     COMP
 CS1867  Z           -   3,452,711.085 (meters)                     COMP
 CS1867  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 CS1867  ELLIP HEIGHT-         187.78  (meters)          (02/16/96) GPS OBS
 CS1867  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CS1867  DYNAMIC HT  -         215.175 (meters)     705.95  (feet)  COMP
 CS1867  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 CS1867
 CS1867  HORZ ORDER  -  FIRST
 CS1867  VERT ORDER  -  SECOND    CLASS 0
 CS1867  ELLP ORDER  -  FIFTH     CLASS I
 CS1867
 CS1867.The horizontal coordinates were established by GPS observations
 CS1867.and adjusted by the National Geodetic Survey in February 1996..
 CS1867
 CS1867.The orthometric height was determined by differential leveling
 CS1867.and adjusted by the National Geodetic Survey in June 1991..
 CS1867
 CS1867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS1867
 CS1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1867
 CS1867.The ellipsoidal height was determined by GPS observations
 CS1867.and is referenced to NAD 83.
 CS1867
 CS1867.The geoid height was determined by GEOID03.
 CS1867
 CS1867.The dynamic height is computed by dividing the NAVD 88
 CS1867.geopotential number by the normal gravity value computed on the
 CS1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1867.degrees latitude (g = 980.6199 gals.).
 CS1867
 CS1867.The modeled gravity was interpolated from observed gravity values.
 CS1867
 CS1867;                    North         East     Units Scale Factor Converg.
 CS1867;SPC TXNC     - 2,146,848.411   708,957.832   MT  0.99987329   +0 38 09.1
 CS1867;SPC TXNC     - 7,043,451.83  2,325,972.49   sFT  0.99987329   +0 38 09.1
 CS1867;UTM  14      - 3,650,910.449   655,654.850   MT  0.99989874   +0 54 25.7
 CS1867
 CS1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1867!SPC TXNC     -   0.99997052  x   0.99987329  =   0.99984381
 CS1867!UTM  14      -   0.99997052  x   0.99989874  =   0.99986926
 CS1867
 CS1867                          SUPERSEDED SURVEY CONTROL
 CS1867
 CS1867  NAD 83(1993)-  32 59 07.76125(N)    097 20 02.80076(W) AD(       ) 1
 CS1867  ELLIP H (06/12/95)  187.78   (m)                       GP(       ) 3 1
 CS1867  NAVD 88 (06/12/95)  215.43   (m)          706.8    (f) LEVELING    3  
 CS1867  NGVD 29 (??/??/92)  215.426  (m)          706.78   (f) ADJ UNCH    2 0
 CS1867
 CS1867.Superseded values are not recommended for survey control.
 CS1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1867.See file dsdata.txt to determine how the superseded data were derived.
 CS1867
 CS1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5565550910(NAD 83)
 CS1867_MARKER: DB = BENCH MARK DISK
 CS1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1867_STAMPING: H 946 1946
 CS1867_MARK LOGO: NOS   
 CS1867_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1867+STABILITY: SURFACE MOTION
 CS1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1867+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1993
 CS1867
 CS1867  HISTORY     - Date     Condition        Report By
 CS1867  HISTORY     - 1946     MONUMENTED       CGS
 CS1867  HISTORY     - 1957     GOOD             NGS
 CS1867  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1867  HISTORY     - 19930907 GOOD             LOCSUR
 CS1867
 CS1867                          STATION DESCRIPTION
 CS1867
 CS1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1867'1.1 MI N FROM HASLET.
 CS1867'ABOUT 1.1 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 CS1867'FROM THE STATION AT HASLET, 9.0 FEET SOUTHWEST OF THE FIFTH POLE NORTH
 CS1867'OF MILE POST 363, 49.0 FEET WEST OF AND ABOUT 4.0 FEET LOWER THAN THE
 CS1867'CENTER LINE OF THE TRACK, 29.0 FEET EAST OF THE CENTER LINE OF A ROAD
 CS1867'PARALLELING TRACK, 3.0 FEET EAST OF THE RIGHT OF WAY FENCE AND 1.0
 CS1867'FOOT NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED H 946 1946
 CS1867'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 CS1867'GROUND.
 CS1867
 CS1867                          STATION RECOVERY (1957)
 CS1867
 CS1867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1867'RECOVERED IN GOOD CONDITION.
 CS1867
 CS1867                          STATION RECOVERY (1990)
 CS1867
 CS1867'RECOVERY NOTE BY US POWER SQUADRON 1990 (SB)
 CS1867'MARK NOT FOUND.
 CS1867
 CS1867                          STATION RECOVERY (1993)
 CS1867
 CS1867'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (JDB)
 CS1867'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0336 ***********************************************************************
 DN0336  DESIGNATION -  H 947
 DN0336  PID         -  DN0336
 DN0336  STATE/COUNTY-  TX/DENTON
 DN0336  USGS QUAD   -  LITTLE ELM (1968)
 DN0336
 DN0336                         *CURRENT SURVEY CONTROL
 DN0336  ___________________________________________________________________
 DN0336* NAD 83(1986)-  33 09 49.     (N)    096 57 11.     (W)     SCALED    
 DN0336* NAVD 88     -       154.732  (meters)     507.65   (feet)  ADJUSTED  
 DN0336  ___________________________________________________________________
 DN0336  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DN0336  DYNAMIC HT  -         154.559 (meters)     507.08  (feet)  COMP
 DN0336  MODELED GRAV-     979,516.6   (mgal)                       NAVD 88
 DN0336
 DN0336  VERT ORDER  -  SECOND    CLASS 0
 DN0336
 DN0336.The horizontal coordinates were scaled from a topographic map and have
 DN0336.an estimated accuracy of +/- 6 seconds.
 DN0336
 DN0336.The orthometric height was determined by differential leveling
 DN0336.and adjusted by the National Geodetic Survey in June 1991..
 DN0336
 DN0336.The geoid height was determined by GEOID03.
 DN0336
 DN0336.The dynamic height is computed by dividing the NAVD 88
 DN0336.geopotential number by the normal gravity value computed on the
 DN0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0336.degrees latitude (g = 980.6199 gals.).
 DN0336
 DN0336.The modeled gravity was interpolated from observed gravity values.
 DN0336
 DN0336;                    North         East    Units  Estimated Accuracy
 DN0336;SPC TXNC     - 2,167,060.      744,280.      MT  (+/- 180 meters Scaled)
 DN0336
 DN0336                          SUPERSEDED SURVEY CONTROL
 DN0336
 DN0336  NGVD 29 (??/??/92)  154.74   (m)          507.7    (f) COMPUTED    2 0
 DN0336
 DN0336.Superseded values are not recommended for survey control.
 DN0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0336.See file dsdata.txt to determine how the superseded data were derived.
 DN0336
 DN0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB908712(NAD 83)
 DN0336_MARKER: DB = BENCH MARK DISK
 DN0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0336_STAMPING: H 947 1946
 DN0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0336+STABILITY: SURFACE MOTION
 DN0336
 DN0336  HISTORY     - Date     Condition        Report By
 DN0336  HISTORY     - 1946     MONUMENTED       CGS
 DN0336  HISTORY     - 1960     MARK NOT FOUND   NGS
 DN0336  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0336  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0336  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0336
 DN0336                          STATION DESCRIPTION
 DN0336
 DN0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0336'1 MI SW FROM LITTLE ELM.
 DN0336'1.0 MILE SOUTHWEST ALONG THE LAKE DALLAS HIGHWAY FROM THE LITTLE ELM
 DN0336'RURAL HIGH SCHOOL AT LITTLE ELM, DENTON COUNTY, AT THE T-JUNCTION OF A
 DN0336'GRAVEL ROAD LEADING NORTH, 65 FEET NORTH OF THE CENTERLINE OF THE
 DN0336'HIGHWAY, 52 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD, 54
 DN0336'FEET NORTHWEST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 DN0336'CULVERT, 27 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE, 1
 DN0336'FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 DN0336'A STANDARD DISK, STAMPED H 947 1946 AND SET IN THE TOP OF A CONCRETE
 DN0336'POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE ORIGINAL
 DN0336'DESCRIPTION OF 1946 HAS STATE HIGHWAY 24 INSTEAD OF THE LAKE DALLAS
 DN0336'HIGHWAY.  THE BENCH MARK IS UNDER WATER.  THE SITE OF THIS MARK IS NOW
 DN0336'UNDER THE LAKE AND IS NO LONGER AVAILABLE.
 DN0336
 DN0336                          STATION RECOVERY (1995)
 DN0336
 DN0336'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0336'MARK NOT FOUND.
 DN0336
 DN0336                          STATION RECOVERY (1998)
 DN0336
 DN0336'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0336'MARK NOT FOUND.
 DN0336
 DN0336                          STATION RECOVERY (2005)
 DN0336
 DN0336'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0325 ***********************************************************************
 DN0325  DESIGNATION -  H 948
 DN0325  PID         -  DN0325
 DN0325  STATE/COUNTY-  TX/DENTON
 DN0325  USGS QUAD   -  LITTLE ELM (1968)
 DN0325
 DN0325                         *CURRENT SURVEY CONTROL
 DN0325  ___________________________________________________________________
 DN0325* NAD 83(1986)-  33 10 36.     (N)    096 57 32.     (W)     SCALED    
 DN0325* NAVD 88     -       175.356  (meters)     575.31   (feet)  ADJUSTED  
 DN0325  ___________________________________________________________________
 DN0325  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DN0325  DYNAMIC HT  -         175.161 (meters)     574.67  (feet)  COMP
 DN0325  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 DN0325
 DN0325  VERT ORDER  -  SECOND    CLASS 0
 DN0325
 DN0325.The horizontal coordinates were scaled from a topographic map and have
 DN0325.an estimated accuracy of +/- 6 seconds.
 DN0325
 DN0325.The orthometric height was determined by differential leveling
 DN0325.and adjusted by the National Geodetic Survey in June 1991..
 DN0325
 DN0325.The geoid height was determined by GEOID03.
 DN0325
 DN0325.The dynamic height is computed by dividing the NAVD 88
 DN0325.geopotential number by the normal gravity value computed on the
 DN0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0325.degrees latitude (g = 980.6199 gals.).
 DN0325
 DN0325.The modeled gravity was interpolated from observed gravity values.
 DN0325
 DN0325;                    North         East    Units  Estimated Accuracy
 DN0325;SPC TXNC     - 2,168,500.      743,710.      MT  (+/- 180 meters Scaled)
 DN0325
 DN0325                          SUPERSEDED SURVEY CONTROL
 DN0325
 DN0325  NGVD 29 (??/??/92)  175.359  (m)          575.32   (f) ADJ UNCH    2 0
 DN0325
 DN0325.Superseded values are not recommended for survey control.
 DN0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0325.See file dsdata.txt to determine how the superseded data were derived.
 DN0325
 DN0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB903727(NAD 83)
 DN0325_MARKER: DB = BENCH MARK DISK
 DN0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0325_STAMPING: H 948 1946
 DN0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0325+STABILITY: SURFACE MOTION
 DN0325
 DN0325  HISTORY     - Date     Condition        Report By
 DN0325  HISTORY     - 1946     MONUMENTED       CGS
 DN0325  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0325  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0325  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0325
 DN0325                          STATION DESCRIPTION
 DN0325
 DN0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0325'2.0 MI NW FROM LITTLE ELM.
 DN0325'TO REACH FROM THE LITTLE ELM RURAL HIGH SCHOOL AT LITTLE ELM GO WEST
 DN0325'1.0 MILE ALONG STATE HIGHWAY NO. 24, THENCE NORTHERLY 1.0 MILE ALONG A
 DN0325'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 39.5 FEET EAST OF AND
 DN0325'ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 20.5 FEET
 DN0325'SOUTHWEST OF THE SOUTHWEST END OF A WIRE GATE, 10.5 FEET SOUTHEAST OF
 DN0325'A FENCE CORNER, 5.0 FEET NORTH OF A REA POWER POLE AND 1.0 FOOT
 DN0325'SOUTHEAST OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED H 948 1946
 DN0325'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 DN0325'GROUND.
 DN0325
 DN0325                          STATION RECOVERY (1995)
 DN0325
 DN0325'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0325'MARK NOT FOUND.
 DN0325
 DN0325                          STATION RECOVERY (1998)
 DN0325
 DN0325'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0325'MARK NOT FOUND.
 DN0325
 DN0325                          STATION RECOVERY (2005)
 DN0325
 DN0325'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0669 ***********************************************************************
 DN0669  DESIGNATION -  H 949
 DN0669  PID         -  DN0669
 DN0669  STATE/COUNTY-  TX/DENTON
 DN0669  USGS QUAD   -  DENTON EAST (1978)
 DN0669
 DN0669                         *CURRENT SURVEY CONTROL
 DN0669  ___________________________________________________________________
 DN0669* NAD 83(1986)-  33 13 38.     (N)    097 06 55.     (W)     SCALED    
 DN0669* NAVD 88     -       199.169  (meters)     653.44   (feet)  ADJUSTED  
 DN0669  ___________________________________________________________________
 DN0669  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DN0669  DYNAMIC HT  -         198.947 (meters)     652.71  (feet)  COMP
 DN0669  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 DN0669
 DN0669  VERT ORDER  -  SECOND    CLASS 0
 DN0669
 DN0669.The horizontal coordinates were scaled from a topographic map and have
 DN0669.an estimated accuracy of +/- 6 seconds.
 DN0669
 DN0669.The orthometric height was determined by differential leveling
 DN0669.and adjusted by the National Geodetic Survey in June 1991..
 DN0669
 DN0669.The geoid height was determined by GEOID03.
 DN0669
 DN0669.The dynamic height is computed by dividing the NAVD 88
 DN0669.geopotential number by the normal gravity value computed on the
 DN0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0669.degrees latitude (g = 980.6199 gals.).
 DN0669
 DN0669.The modeled gravity was interpolated from observed gravity values.
 DN0669
 DN0669;                    North         East    Units  Estimated Accuracy
 DN0669;SPC TXNC     - 2,173,900.      729,050.      MT  (+/- 180 meters Scaled)
 DN0669
 DN0669                          SUPERSEDED SURVEY CONTROL
 DN0669
 DN0669  NGVD 29 (??/??/92)  199.154  (m)          653.39   (f) ADJ UNCH    2 0
 DN0669
 DN0669.Superseded values are not recommended for survey control.
 DN0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0669.See file dsdata.txt to determine how the superseded data were derived.
 DN0669
 DN0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB756780(NAD 83)
 DN0669_MARKER: DB = BENCH MARK DISK
 DN0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0669_STAMPING: H 949 1946
 DN0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0669+STABILITY: SURFACE MOTION
 DN0669
 DN0669  HISTORY     - Date     Condition        Report By
 DN0669  HISTORY     - 1946     MONUMENTED       CGS
 DN0669  HISTORY     - 19950706 MARK NOT FOUND   USPSQD
 DN0669
 DN0669                          STATION DESCRIPTION
 DN0669
 DN0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0669'1.4 MI E FROM DENTON.
 DN0669'1.4 MILES EAST OF DENTON, DENTON COUNTY, FROM THE POST OFFICE BY GOING
 DN0669'0.1 MILE EAST ALONG MCKINNEY STREET, 0.4 MILE NORTH ALONG OAKLAND
 DN0669'AVENUE, 0.4 MILE EAST ALONG TEXAS STREET, AND 0.5 MILE NORTHEAST ALONG
 DN0669'A GRAVEL ROAD PARALLELING THE TEXAS AND PACIFIC RAILWAY. IT IS BETWEEN
 DN0669'THE ROAD AND THE RAILROAD, 53 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DN0669'MAIN ROAD, 26.5 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 52.5
 DN0669'FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH ROAD, 1 FOOT EAST OF
 DN0669'A WHITE WOODEN WITNESS POST, AND 2.5 FEET HIGHER THAN THE MAIN ROAD. A
 DN0669'STANDARD DISK, STAMPED H 949 1946 AND SET IN THE TOP OF A CONCRETE
 DN0669'POST PROJECTING 3 INCHES ABOVE GROUND.
 DN0669
 DN0669                          STATION RECOVERY (1995)
 DN0669
 DN0669'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1297 ***********************************************************************
 BY1297  DESIGNATION -  H 95
 BY1297  PID         -  BY1297
 BY1297  STATE/COUNTY-  TX/CHEROKEE
 BY1297  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1297
 BY1297                         *CURRENT SURVEY CONTROL
 BY1297  ___________________________________________________________________
 BY1297* NAD 83(1986)-  31 58 15.     (N)    095 16 50.     (W)     SCALED    
 BY1297* NAVD 88     -       174.608  (meters)     572.86   (feet)  ADJUSTED  
 BY1297  ___________________________________________________________________
 BY1297  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1297  DYNAMIC HT  -         174.398 (meters)     572.17  (feet)  COMP
 BY1297  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 BY1297
 BY1297  VERT ORDER  -  FIRST     CLASS II
 BY1297
 BY1297.The horizontal coordinates were scaled from a topographic map and have
 BY1297.an estimated accuracy of +/- 6 seconds.
 BY1297
 BY1297.The orthometric height was determined by differential leveling
 BY1297.and adjusted by the National Geodetic Survey in June 1991..
 BY1297
 BY1297.The geoid height was determined by GEOID03.
 BY1297
 BY1297.The dynamic height is computed by dividing the NAVD 88
 BY1297.geopotential number by the normal gravity value computed on the
 BY1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1297.degrees latitude (g = 980.6199 gals.).
 BY1297
 BY1297.The modeled gravity was interpolated from observed gravity values.
 BY1297
 BY1297;                    North         East    Units  Estimated Accuracy
 BY1297;SPC TX C     - 3,266,290.    1,177,450.      MT  (+/- 180 meters Scaled)
 BY1297
 BY1297                          SUPERSEDED SURVEY CONTROL
 BY1297
 BY1297  NGVD 29 (??/??/92)  174.633  (m)          572.94   (f) ADJ UNCH    1 2
 BY1297
 BY1297.Superseded values are not recommended for survey control.
 BY1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1297.See file dsdata.txt to determine how the superseded data were derived.
 BY1297
 BY1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR844394(NAD 83)
 BY1297_MARKER: DB = BENCH MARK DISK
 BY1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1297_STAMPING: H 95 1933 572.637
 BY1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1297+STABILITY: SURFACE MOTION
 BY1297
 BY1297  HISTORY     - Date     Condition        Report By
 BY1297  HISTORY     - 1933     MONUMENTED       CGS
 BY1297  HISTORY     - 1959     GOOD             NGS
 BY1297  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY1297
 BY1297                          STATION DESCRIPTION
 BY1297
 BY1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BY1297'0.9 MI N FROM JACKSONVILLE.
 BY1297'ABOUT 0.2 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1297'STATION AT JACKSONVILLE, THENCE ABOUT 0.7 MILE NORTH ALONG THE ST.
 BY1297'LOUIS SOUTHWESTERN RAILWAY, 135 FEET NORTHWEST OF MILEPOST 576, 20 1/2
 BY1297'FEET NORTHEAST OF THE NORTHEAST RAIL, 63 FEET SOUTHEAST OF THE CENTER
 BY1297'OF THE HARRISON STREET CROSSING, 2 FEET SOUTHWEST OF A FENCE, 1 FOOT
 BY1297'SOUTHEAST OF A WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 BY1297'THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BY1297
 BY1297                          STATION RECOVERY (2004)
 BY1297
 BY1297'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0543 ***********************************************************************
 CS0543  DESIGNATION -  H 950
 CS0543  PID         -  CS0543
 CS0543  STATE/COUNTY-  TX/NAVARRO
 CS0543  USGS QUAD   -  CORSICANA (1978)
 CS0543
 CS0543                         *CURRENT SURVEY CONTROL
 CS0543  ___________________________________________________________________
 CS0543* NAD 83(1986)-  32 05 06.     (N)    096 29 29.     (W)     SCALED    
 CS0543* NAVD 88     -       137.189  (meters)     450.09   (feet)  ADJUSTED  
 CS0543  ___________________________________________________________________
 CS0543  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0543  DYNAMIC HT  -         137.028 (meters)     449.57  (feet)  COMP
 CS0543  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 CS0543
 CS0543  VERT ORDER  -  SECOND    CLASS 0
 CS0543
 CS0543.The horizontal coordinates were scaled from a topographic map and have
 CS0543.an estimated accuracy of +/- 6 seconds.
 CS0543
 CS0543.The orthometric height was determined by differential leveling
 CS0543.and adjusted by the National Geodetic Survey in June 1991..
 CS0543
 CS0543.The geoid height was determined by GEOID03.
 CS0543
 CS0543.The dynamic height is computed by dividing the NAVD 88
 CS0543.geopotential number by the normal gravity value computed on the
 CS0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0543.degrees latitude (g = 980.6199 gals.).
 CS0543
 CS0543.The modeled gravity was interpolated from observed gravity values.
 CS0543
 CS0543;                    North         East    Units  Estimated Accuracy
 CS0543;SPC TXNC     - 2,048,200.      789,620.      MT  (+/- 180 meters Scaled)
 CS0543
 CS0543                          SUPERSEDED SURVEY CONTROL
 CS0543
 CS0543  NGVD 29 (??/??/92)  137.178  (m)          450.06   (f) ADJ UNCH    2 0
 CS0543
 CS0543.Superseded values are not recommended for survey control.
 CS0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0543.See file dsdata.txt to determine how the superseded data were derived.
 CS0543
 CS0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA367526(NAD 83)
 CS0543_MARKER: DB = BENCH MARK DISK
 CS0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0543_SP_SET: CULVERT
 CS0543_STAMPING: H 950 1946
 CS0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0543
 CS0543  HISTORY     - Date     Condition        Report By
 CS0543  HISTORY     - 1946     MONUMENTED       CGS
 CS0543  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0543  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0543
 CS0543                          STATION DESCRIPTION
 CS0543
 CS0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0543'IN CORSICANA.
 CS0543'AT CORSICANA, ABOUT 1.4 MILES WEST ALONG WEST 2ND AVENUE (STATE
 CS0543'HIGHWAY NO. 22) FROM THE COUNTY COURT HOUSE, 14.0 FEET NORTH OF AND
 CS0543'ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, ON TOP OF
 CS0543'THE EAST END OF THE NORTH HEADWALL OF A 4 X 12 FT. THREE COMPARTMENT
 CS0543'CONCRETE CULVERT.  A BRONZE DISK STAMPED H 950 1946 SET IN A DRILL
 CS0543'HOLE IN CONCRETE.
 CS0543
 CS0543                          STATION RECOVERY (1965)
 CS0543
 CS0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0543'MARK NOT FOUND.
 CS0543
 CS0543                          STATION RECOVERY (2002)
 CS0543
 CS0543'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0965 ***********************************************************************
 CS0965  DESIGNATION -  H 951
 CS0965  PID         -  CS0965
 CS0965  STATE/COUNTY-  TX/NAVARRO
 CS0965  USGS QUAD   -  FROST (1965)
 CS0965
 CS0965                         *CURRENT SURVEY CONTROL
 CS0965  ___________________________________________________________________
 CS0965* NAD 83(1986)-  32 00 15.     (N)    096 49 58.     (W)     SCALED    
 CS0965* NAVD 88     -       140.522  (meters)     461.03   (feet)  ADJUSTED  
 CS0965  ___________________________________________________________________
 CS0965  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CS0965  DYNAMIC HT  -         140.354 (meters)     460.48  (feet)  COMP
 CS0965  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 CS0965
 CS0965  VERT ORDER  -  SECOND    CLASS 0
 CS0965
 CS0965.The horizontal coordinates were scaled from a topographic map and have
 CS0965.an estimated accuracy of +/- 6 seconds.
 CS0965
 CS0965.The orthometric height was determined by differential leveling
 CS0965.and adjusted by the National Geodetic Survey in June 1991..
 CS0965
 CS0965.The geoid height was determined by GEOID03.
 CS0965
 CS0965.The dynamic height is computed by dividing the NAVD 88
 CS0965.geopotential number by the normal gravity value computed on the
 CS0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0965.degrees latitude (g = 980.6199 gals.).
 CS0965
 CS0965.The modeled gravity was interpolated from observed gravity values.
 CS0965
 CS0965;                    North         East    Units  Estimated Accuracy
 CS0965;SPC TXNC     - 2,038,680.      757,530.      MT  (+/- 180 meters Scaled)
 CS0965
 CS0965                          SUPERSEDED SURVEY CONTROL
 CS0965
 CS0965  NGVD 29 (??/??/92)  140.491  (m)          460.93   (f) ADJ UNCH    2 0
 CS0965
 CS0965.Superseded values are not recommended for survey control.
 CS0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0965.See file dsdata.txt to determine how the superseded data were derived.
 CS0965
 CS0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA047429(NAD 83)
 CS0965_MARKER: DB = BENCH MARK DISK
 CS0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0965_STAMPING: H 951 1946
 CS0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0965+STABILITY: SURFACE MOTION
 CS0965
 CS0965  HISTORY     - Date     Condition        Report By
 CS0965  HISTORY     - 1946     MONUMENTED       CGS
 CS0965  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0965
 CS0965                          STATION DESCRIPTION
 CS0965
 CS0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0965'2.3 MI E FROM IRENE.
 CS0965'TO REACH FROM THE IRENE SCHOOL AT IRENE GO EASTERLY 2.3 MILES ALONG A
 CS0965'GRAVELED AND GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE
 CS0965'SOUTHEAST CORNER OF A PASTURE, 34.0 FEET NORTH OF AND ABOUT LEVEL WITH
 CS0965'THE CENTER LINE OF THE ROAD, 4.0 FEET NORTH OF A TELEPHONE POLE, 1.0
 CS0965'FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST. A
 CS0965'BRONZE DISK STAMPED H 951 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 CS0965'PROJECTS 3 INCHES ABOVE GROUND.
 CS0965
 CS0965                          STATION RECOVERY (2002)
 CS0965
 CS0965'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 CS0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0867 ***********************************************************************
 CS0867  DESIGNATION -  H 952
 CS0867  PID         -  CS0867
 CS0867  STATE/COUNTY-  TX/NAVARRO
 CS0867  USGS QUAD   -  CRYER CREEK (1978)
 CS0867
 CS0867                         *CURRENT SURVEY CONTROL
 CS0867  ___________________________________________________________________
 CS0867* NAD 83(1986)-  32 08 31.     (N)    096 39 31.     (W)     SCALED    
 CS0867* NAVD 88     -       160.587  (meters)     526.86   (feet)  ADJUSTED  
 CS0867  ___________________________________________________________________
 CS0867  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CS0867  DYNAMIC HT  -         160.400 (meters)     526.25  (feet)  COMP
 CS0867  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 CS0867
 CS0867  VERT ORDER  -  SECOND    CLASS 0
 CS0867
 CS0867.The horizontal coordinates were scaled from a topographic map and have
 CS0867.an estimated accuracy of +/- 6 seconds.
 CS0867
 CS0867.The orthometric height was determined by differential leveling
 CS0867.and adjusted by the National Geodetic Survey in June 1991..
 CS0867
 CS0867.The geoid height was determined by GEOID03.
 CS0867
 CS0867.The dynamic height is computed by dividing the NAVD 88
 CS0867.geopotential number by the normal gravity value computed on the
 CS0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0867.degrees latitude (g = 980.6199 gals.).
 CS0867
 CS0867.The modeled gravity was interpolated from observed gravity values.
 CS0867
 CS0867;                    North         East    Units  Estimated Accuracy
 CS0867;SPC TXNC     - 2,054,230.      773,720.      MT  (+/- 180 meters Scaled)
 CS0867
 CS0867                          SUPERSEDED SURVEY CONTROL
 CS0867
 CS0867  NGVD 29 (??/??/92)  160.576  (m)          526.82   (f) ADJ UNCH    2 0
 CS0867
 CS0867.Superseded values are not recommended for survey control.
 CS0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0867.See file dsdata.txt to determine how the superseded data were derived.
 CS0867
 CS0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA208585(NAD 83)
 CS0867_MARKER: DB = BENCH MARK DISK
 CS0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0867_STAMPING: H 952 1946
 CS0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0867+STABILITY: SURFACE MOTION
 CS0867
 CS0867  HISTORY     - Date     Condition        Report By
 CS0867  HISTORY     - 1946     MONUMENTED       CGS
 CS0867
 CS0867                          STATION DESCRIPTION
 CS0867
 CS0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0867'8.2 MI NE FROM BLOOMING GROVE.
 CS0867'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.3 MILE
 CS0867'ALONG MAIN STREET, THENCE EAST 1.0 MILE ALONG STATE HIGHWAY NO. 22,
 CS0867'THENCE NORTH 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE EAST 0.8 MILE
 CS0867'ALONG A GRADED DIRT ROAD, THENCE NORTHERLY 3.4 MILES ALONG A GRADED
 CS0867'DIRT ROAD, THENCE EASTERLY 2.2 MILES ALONG A GRADED DIRT ROAD, THENCE
 CS0867'NORTHEAST 0.4 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 CS0867'MARK IS AT A T INTERSECTION, 54.0 FEET WEST OF AND ABOUT 1.0 FOOT
 CS0867'HIGHER THAN THE CENTER LINE OF THE NORTH-SOUTH ROAD, 63.0 FEET
 CS0867'NORTHWEST OF THE CENTER LINE OF A T ROAD, 49.0 FEET NORTHEAST OF A
 CS0867'FENCE CORNER, 1.0 FOOT EAST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 IN. X
 CS0867'4 IN. MARKER POST.  A BRONZE DISK STAMPED H 952 1946 SET IN THE TOP OF
 CS0867'A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0913 ***********************************************************************
 CS0913  DESIGNATION -  H 953
 CS0913  PID         -  CS0913
 CS0913  STATE/COUNTY-  TX/NAVARRO
 CS0913  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0913
 CS0913                         *CURRENT SURVEY CONTROL
 CS0913  ___________________________________________________________________
 CS0913* NAD 83(1986)-  32 06 40.     (N)    096 44 08.     (W)     SCALED    
 CS0913* NAVD 88     -       164.947  (meters)     541.16   (feet)  ADJUSTED  
 CS0913  ___________________________________________________________________
 CS0913  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CS0913  DYNAMIC HT  -         164.753 (meters)     540.53  (feet)  COMP
 CS0913  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 CS0913
 CS0913  VERT ORDER  -  SECOND    CLASS 0
 CS0913
 CS0913.The horizontal coordinates were scaled from a topographic map and have
 CS0913.an estimated accuracy of +/- 6 seconds.
 CS0913
 CS0913.The orthometric height was determined by differential leveling
 CS0913.and adjusted by the National Geodetic Survey in June 1991..
 CS0913
 CS0913.The geoid height was determined by GEOID03.
 CS0913
 CS0913.The dynamic height is computed by dividing the NAVD 88
 CS0913.geopotential number by the normal gravity value computed on the
 CS0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0913.degrees latitude (g = 980.6199 gals.).
 CS0913
 CS0913.The modeled gravity was interpolated from observed gravity values.
 CS0913
 CS0913;                    North         East    Units  Estimated Accuracy
 CS0913;SPC TXNC     - 2,050,680.      766,520.      MT  (+/- 180 meters Scaled)
 CS0913
 CS0913                          SUPERSEDED SURVEY CONTROL
 CS0913
 CS0913  NGVD 29 (??/??/92)  164.930  (m)          541.11   (f) ADJ UNCH    2 0
 CS0913
 CS0913.Superseded values are not recommended for survey control.
 CS0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0913.See file dsdata.txt to determine how the superseded data were derived.
 CS0913
 CS0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA136549(NAD 83)
 CS0913_MARKER: DB = BENCH MARK DISK
 CS0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0913_STAMPING: H 953 1946
 CS0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0913+STABILITY: SURFACE MOTION
 CS0913
 CS0913  HISTORY     - Date     Condition        Report By
 CS0913  HISTORY     - 1946     MONUMENTED       CGS
 CS0913
 CS0913                          STATION DESCRIPTION
 CS0913
 CS0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0913'2.1 MI NW FROM BLOOMING GROVE.
 CS0913'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.6 MILE
 CS0913'ALONG MAIN STREET, THENCE NORTHWESTERLY 1.5 MILES ALONG THE AVALON
 CS0913'BLOOMING GROVE ROAD TO SITE OF MARK, BENCH MARK IS 33.0 FEET NORTHEAST
 CS0913'OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 113.0
 CS0913'FEET NORTHWEST OF A SIXTEEN INCH OSAGE ORANGE TREE, 3.0 FEET WEST OF A
 CS0913'FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST. A BRONZE DISK
 CS0913'STAMPED H 953 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CS0913'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0925 ***********************************************************************
 CS0925  DESIGNATION -  H 954
 CS0925  PID         -  CS0925
 CS0925  STATE/COUNTY-  TX/NAVARRO
 CS0925  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0925
 CS0925                         *CURRENT SURVEY CONTROL
 CS0925  ___________________________________________________________________
 CS0925* NAD 83(1986)-  32 06 09.     (N)    096 40 11.     (W)     SCALED    
 CS0925* NAVD 88     -       164.308  (meters)     539.07   (feet)  ADJUSTED  
 CS0925  ___________________________________________________________________
 CS0925  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CS0925  DYNAMIC HT  -         164.116 (meters)     538.44  (feet)  COMP
 CS0925  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 CS0925
 CS0925  VERT ORDER  -  SECOND    CLASS 0
 CS0925
 CS0925.The horizontal coordinates were scaled from a topographic map and have
 CS0925.an estimated accuracy of +/- 6 seconds.
 CS0925
 CS0925.The orthometric height was determined by differential leveling
 CS0925.and adjusted by the National Geodetic Survey in June 1991..
 CS0925
 CS0925.The geoid height was determined by GEOID03.
 CS0925
 CS0925.The dynamic height is computed by dividing the NAVD 88
 CS0925.geopotential number by the normal gravity value computed on the
 CS0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0925.degrees latitude (g = 980.6199 gals.).
 CS0925
 CS0925.The modeled gravity was interpolated from observed gravity values.
 CS0925
 CS0925;                    North         East    Units  Estimated Accuracy
 CS0925;SPC TXNC     - 2,049,840.      772,750.      MT  (+/- 180 meters Scaled)
 CS0925
 CS0925                          SUPERSEDED SURVEY CONTROL
 CS0925
 CS0925  NGVD 29 (??/??/92)  164.294  (m)          539.02   (f) ADJ UNCH    2 0
 CS0925
 CS0925.Superseded values are not recommended for survey control.
 CS0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0925.See file dsdata.txt to determine how the superseded data were derived.
 CS0925
 CS0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA198541(NAD 83)
 CS0925_MARKER: DB = BENCH MARK DISK
 CS0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0925_STAMPING: H 954 1946
 CS0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0925+STABILITY: SURFACE MOTION
 CS0925
 CS0925  HISTORY     - Date     Condition        Report By
 CS0925  HISTORY     - 1946     MONUMENTED       CGS
 CS0925
 CS0925                          STATION DESCRIPTION
 CS0925
 CS0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0925'2.2 MI W FROM BARRY.
 CS0925'TO REACH FROM THE POST OFFICE AT BARRY GO NORTH 0.2 MILE ALONG MAIN
 CS0925'STREET, THENCE WESTERLY 2.0 MILES ALONG STATE HIGHWAY NO. 22 TO SITE
 CS0925'OF MARK, BENCH MARK IS ABOUT 3.2 MILES EAST OF BLOOMING GROVE, 67.0
 CS0925'FEET NORTHWEST OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF
 CS0925'THE HIGHWAY, 20.0 FEET NORTHWEST OF A FENCE CORNER, 6.0 FEET SOUTHEAST
 CS0925'OF A REA POWER POLE, 1.0 FOOT SOUTHWEST OF A FENCE AND 1.0 FOOT NORTH
 CS0925'OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED H 954 1946 SET IN
 CS0925'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0843 ***********************************************************************
 CS0843  DESIGNATION -  H 955
 CS0843  PID         -  CS0843
 CS0843  STATE/COUNTY-  TX/ELLIS
 CS0843  USGS QUAD   -  WAXAHACHIE (1978)
 CS0843
 CS0843                         *CURRENT SURVEY CONTROL
 CS0843  ___________________________________________________________________
 CS0843* NAD 83(1986)-  32 22 48.     (N)    096 50 03.     (W)     SCALED    
 CS0843* NAVD 88     -       170.668  (meters)     559.93   (feet)  ADJUSTED  
 CS0843  ___________________________________________________________________
 CS0843  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CS0843  DYNAMIC HT  -         170.467 (meters)     559.27  (feet)  COMP
 CS0843  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 CS0843
 CS0843  VERT ORDER  -  FIRST     CLASS II
 CS0843
 CS0843.The horizontal coordinates were scaled from a topographic map and have
 CS0843.an estimated accuracy of +/- 6 seconds.
 CS0843
 CS0843.The orthometric height was determined by differential leveling
 CS0843.and adjusted by the National Geodetic Survey in June 1991..
 CS0843
 CS0843.The geoid height was determined by GEOID03.
 CS0843
 CS0843.The dynamic height is computed by dividing the NAVD 88
 CS0843.geopotential number by the normal gravity value computed on the
 CS0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0843.degrees latitude (g = 980.6199 gals.).
 CS0843
 CS0843.The modeled gravity was interpolated from observed gravity values.
 CS0843
 CS0843;                    North         East    Units  Estimated Accuracy
 CS0843;SPC TXNC     - 2,080,350.      756,740.      MT  (+/- 180 meters Scaled)
 CS0843
 CS0843                          SUPERSEDED SURVEY CONTROL
 CS0843
 CS0843  NGVD 29 (??/??/92)  170.659  (m)          559.90   (f) ADJ UNCH    1 2
 CS0843
 CS0843.Superseded values are not recommended for survey control.
 CS0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0843.See file dsdata.txt to determine how the superseded data were derived.
 CS0843
 CS0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA037846(NAD 83)
 CS0843_MARKER: DB = BENCH MARK DISK
 CS0843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS0843_SP_SET: CULVERT HEADWALL
 CS0843_STAMPING: H 955 1946
 CS0843_MARK LOGO: CGS   
 CS0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0843+STABILITY: SURFACE MOTION
 CS0843
 CS0843  HISTORY     - Date     Condition        Report By
 CS0843  HISTORY     - 1946     MONUMENTED       CGS
 CS0843  HISTORY     - 19900510 GOOD             TOWILL
 CS0843
 CS0843                          STATION DESCRIPTION
 CS0843
 CS0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0843'0.9 MI SE FROM WAXAHACHIE.
 CS0843'TO REACH FROM THE COUNTY COURT HOUSE AT WAXAHACHIE GO SOUTHEASTERLY
 CS0843'0.9 MILE ALONG U.S. HIGHWAY NO. 287 TO SITE OF MARK, BENCH MARK IS
 CS0843'16.0 FEET NORTHEAST OF AND ABOUT 0.5 FOOT HIGHER THAN THE CENTER LINE
 CS0843'OF THE ROAD, ON TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF
 CS0843'A 3 X 8 FT. TWO COMPARTMENT CONCRETE CULVERT.  A BRONZE DISK STAMPED H
 CS0843'955 1946 SET IN A DRILL HOLE IN CONCRETE.
 CS0843
 CS0843                          STATION RECOVERY (1990)
 CS0843
 CS0843'RECOVERY NOTE BY TOWILL INCORPORATED 1990
 CS0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0619 ***********************************************************************
 BZ0619  DESIGNATION -  H 956
 BZ0619  PID         -  BZ0619
 BZ0619  STATE/COUNTY-  TX/HILL
 BZ0619  USGS QUAD   -  IRENE (1978)
 BZ0619
 BZ0619                         *CURRENT SURVEY CONTROL
 BZ0619  ___________________________________________________________________
 BZ0619* NAD 83(1986)-  31 58 29.     (N)    096 52 16.     (W)     SCALED    
 BZ0619* NAVD 88     -       142.715  (meters)     468.22   (feet)  ADJUSTED  
 BZ0619  ___________________________________________________________________
 BZ0619  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BZ0619  DYNAMIC HT  -         142.543 (meters)     467.66  (feet)  COMP
 BZ0619  MODELED GRAV-     979,433.3   (mgal)                       NAVD 88
 BZ0619
 BZ0619  VERT ORDER  -  SECOND    CLASS 0
 BZ0619
 BZ0619.The horizontal coordinates were scaled from a topographic map and have
 BZ0619.an estimated accuracy of +/- 6 seconds.
 BZ0619
 BZ0619.The orthometric height was determined by differential leveling
 BZ0619.and adjusted by the National Geodetic Survey in June 1991..
 BZ0619
 BZ0619.The geoid height was determined by GEOID03.
 BZ0619
 BZ0619.The dynamic height is computed by dividing the NAVD 88
 BZ0619.geopotential number by the normal gravity value computed on the
 BZ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0619.degrees latitude (g = 980.6199 gals.).
 BZ0619
 BZ0619.The modeled gravity was interpolated from observed gravity values.
 BZ0619
 BZ0619;                    North         East    Units  Estimated Accuracy
 BZ0619;SPC TXNC     - 2,035,360.      753,960.      MT  (+/- 180 meters Scaled)
 BZ0619
 BZ0619                          SUPERSEDED SURVEY CONTROL
 BZ0619
 BZ0619  NGVD 29 (??/??/92)  142.680  (m)          468.11   (f) ADJ UNCH    2 0
 BZ0619
 BZ0619.Superseded values are not recommended for survey control.
 BZ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0619.See file dsdata.txt to determine how the superseded data were derived.
 BZ0619
 BZ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA011396(NAD 83)
 BZ0619_MARKER: DB = BENCH MARK DISK
 BZ0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0619_SP_SET: BRIDGE
 BZ0619_STAMPING: H 956 1946
 BZ0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0619
 BZ0619  HISTORY     - Date     Condition        Report By
 BZ0619  HISTORY     - 1946     MONUMENTED       CGS
 BZ0619  HISTORY     - 1956     MARK NOT FOUND   USGS
 BZ0619  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 BZ0619  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0619
 BZ0619                          STATION DESCRIPTION
 BZ0619
 BZ0619'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BZ0619'1.0 MI S FROM IRENE.
 BZ0619'1.0 MILE SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 BZ0619'THE STATION AT IRENE, HILL COUNTY, 3 POLES NORTH OF MILEPOST 207, AT
 BZ0619'THE NORTHWEST CORNER OF BRIDGE 207.0, IN THE TOP OF THE CONCRETE AND
 BZ0619'STONE WINGWALL, 7 FEET SOUTH OF THE NORTH END OF THE BRIDGE, 14 FEET
 BZ0619'WEST OF THE CENTERLINE OF THE TRACK, AND 7.5 FEET LOWER THAN THE
 BZ0619'TRACK.  A STANDARD DISK, STAMPED H 956 1946.  NOTE-- NEW BRIDGE HAS
 BZ0619'BEEN BUILT.
 BZ0619
 BZ0619                          STATION RECOVERY (1999)
 BZ0619
 BZ0619'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0619'MARK NOT FOUND.
 BZ0619
 BZ0619                          STATION RECOVERY (2003)
 BZ0619
 BZ0619'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1484 ***********************************************************************
 CS1484  DESIGNATION -  H 957
 CS1484  PID         -  CS1484
 CS1484  STATE/COUNTY-  TX/DALLAS
 CS1484  USGS QUAD   -  HUTCHINS (1973)
 CS1484
 CS1484                         *CURRENT SURVEY CONTROL
 CS1484  ___________________________________________________________________
 CS1484* NAD 83(1986)-  32 38 50.     (N)    096 42 41.     (W)     SCALED    
 CS1484* NAVD 88     -       140.194  (meters)     459.95   (feet)  ADJUSTED  
 CS1484  ___________________________________________________________________
 CS1484  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CS1484  DYNAMIC HT  -         140.033 (meters)     459.42  (feet)  COMP
 CS1484  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 CS1484
 CS1484  VERT ORDER  -  SECOND    CLASS 0
 CS1484
 CS1484.The horizontal coordinates were scaled from a topographic map and have
 CS1484.an estimated accuracy of +/- 6 seconds.
 CS1484
 CS1484.The orthometric height was determined by differential leveling
 CS1484.and adjusted by the National Geodetic Survey in June 1991..
 CS1484
 CS1484.The geoid height was determined by GEOID03.
 CS1484
 CS1484.The dynamic height is computed by dividing the NAVD 88
 CS1484.geopotential number by the normal gravity value computed on the
 CS1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1484.degrees latitude (g = 980.6199 gals.).
 CS1484
 CS1484.The modeled gravity was interpolated from observed gravity values.
 CS1484
 CS1484;                    North         East    Units  Estimated Accuracy
 CS1484;SPC TXNC     - 2,110,160.      767,790.      MT  (+/- 180 meters Scaled)
 CS1484
 CS1484                          SUPERSEDED SURVEY CONTROL
 CS1484
 CS1484  NGVD 29 (??/??/92)  140.204  (m)          459.99   (f) ADJ UNCH    2 0
 CS1484
 CS1484.Superseded values are not recommended for survey control.
 CS1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1484.See file dsdata.txt to determine how the superseded data were derived.
 CS1484
 CS1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB146144(NAD 83)
 CS1484_MARKER: DB = BENCH MARK DISK
 CS1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1484_STAMPING: H 957 1946
 CS1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1484+STABILITY: SURFACE MOTION
 CS1484
 CS1484  HISTORY     - Date     Condition        Report By
 CS1484  HISTORY     - 1946     MONUMENTED       CGS
 CS1484  HISTORY     - 1958     GOOD             NGS
 CS1484  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1484
 CS1484                          STATION DESCRIPTION
 CS1484
 CS1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1484'IN HUTCHINS.
 CS1484'BENCH MARK IS AT A CROSSING ABOUT 0.1 MILES SOUTH OF THE TEXAS, NEW
 CS1484'ORLEANS RAILROAD STATION AT HUTCHINS, 70.0 FEET WEST OF THE CENTER
 CS1484'LINE OF THE RAILROAD, 30.5 FEET SOUTH OF AND 2.5 FEET LOWER THAN THE
 CS1484'CENTER LINE OF THE ROAD 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A
 CS1484'BRONZE DISC STAMPED H 957 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 CS1484'PROJECTS 6 INCHES.
 CS1484
 CS1484                          STATION RECOVERY (1958)
 CS1484
 CS1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1484'RECOVERED IN GOOD CONDITION.
 CS1484
 CS1484                          STATION RECOVERY (2000)
 CS1484
 CS1484'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0803 ***********************************************************************
 CS0803  DESIGNATION -  H 958
 CS0803  PID         -  CS0803
 CS0803  STATE/COUNTY-  TX/ELLIS
 CS0803  USGS QUAD   -  BRISTOL (1962)
 CS0803
 CS0803                         *CURRENT SURVEY CONTROL
 CS0803  ___________________________________________________________________
 CS0803* NAD 83(1986)-  32 25 35.     (N)    096 32 30.     (W)     SCALED    
 CS0803* NAVD 88     -       127.278  (meters)     417.58   (feet)  ADJUSTED  
 CS0803  ___________________________________________________________________
 CS0803  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CS0803  DYNAMIC HT  -         127.132 (meters)     417.10  (feet)  COMP
 CS0803  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 CS0803
 CS0803  VERT ORDER  -  SECOND    CLASS 0
 CS0803
 CS0803.The horizontal coordinates were scaled from a topographic map and have
 CS0803.an estimated accuracy of +/- 6 seconds.
 CS0803
 CS0803.The orthometric height was determined by differential leveling
 CS0803.and adjusted by the National Geodetic Survey in June 1991..
 CS0803
 CS0803.The geoid height was determined by GEOID03.
 CS0803
 CS0803.The dynamic height is computed by dividing the NAVD 88
 CS0803.geopotential number by the normal gravity value computed on the
 CS0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0803.degrees latitude (g = 980.6199 gals.).
 CS0803
 CS0803.The modeled gravity was interpolated from observed gravity values.
 CS0803
 CS0803;                    North         East    Units  Estimated Accuracy
 CS0803;SPC TXNC     - 2,085,960.      784,160.      MT  (+/- 180 meters Scaled)
 CS0803
 CS0803                          SUPERSEDED SURVEY CONTROL
 CS0803
 CS0803  NGVD 29 (??/??/92)  127.287  (m)          417.61   (f) ADJ UNCH    2 0
 CS0803
 CS0803.Superseded values are not recommended for survey control.
 CS0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0803.See file dsdata.txt to determine how the superseded data were derived.
 CS0803
 CS0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA311903(NAD 83)
 CS0803_MARKER: DB = BENCH MARK DISK
 CS0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0803_STAMPING: H 958 1946
 CS0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0803+STABILITY: SURFACE MOTION
 CS0803
 CS0803  HISTORY     - Date     Condition        Report By
 CS0803  HISTORY     - 1946     MONUMENTED       CGS
 CS0803  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0803
 CS0803                          STATION DESCRIPTION
 CS0803
 CS0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0803'3.0 MI SE FROM BRISTOL.
 CS0803'TO REACH THE MARK FROM THE BRISTOL SCHOOL AT BRISTOL, GO SOUTHWEST 0.1
 CS0803'MILES, THENCE SOUTHEASTERLY 1.7 MILES, THENCE SOUTHERLY 0.3 MILES,
 CS0803'THENCE SOUTHEASTERLY 0.9 MILES ALONG GRAVEL SURFACED AND UNIMPROVED
 CS0803'ROADS TO THE SITE OF THE MARK.  BENCH MARK IS 30 FEET WEST OF THE
 CS0803'SOUTHWEST END OF A 4 X 4 FOOT WOOD CULVERT, 22 FEET SOUTHWEST OF AND 1
 CS0803'FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 2 FEET WEST OF THE
 CS0803'RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A 4 X 4 MARKER POST.  A BRONZE DISC
 CS0803'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 CS0803'GROUND.
 CS0803
 CS0803                          STATION RECOVERY (2002)
 CS0803
 CS0803'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0230 ***********************************************************************
 CS0230  DESIGNATION -  H 959
 CS0230  PID         -  CS0230
 CS0230  STATE/COUNTY-  TX/KAUFMAN
 CS0230  USGS QUAD   -  SCURRY (1973)
 CS0230
 CS0230                         *CURRENT SURVEY CONTROL
 CS0230  ___________________________________________________________________
 CS0230* NAD 83(1986)-  32 31 52.     (N)    096 24 20.     (W)     SCALED    
 CS0230* NAVD 88     -       131.071  (meters)     430.02   (feet)  ADJUSTED  
 CS0230  ___________________________________________________________________
 CS0230  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0230  DYNAMIC HT  -         130.924 (meters)     429.54  (feet)  COMP
 CS0230  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 CS0230
 CS0230  VERT ORDER  -  SECOND    CLASS 0
 CS0230
 CS0230.The horizontal coordinates were scaled from a topographic map and have
 CS0230.an estimated accuracy of +/- 6 seconds.
 CS0230
 CS0230.The orthometric height was determined by differential leveling
 CS0230.and adjusted by the National Geodetic Survey in June 1991..
 CS0230
 CS0230.The geoid height was determined by GEOID03.
 CS0230
 CS0230.The dynamic height is computed by dividing the NAVD 88
 CS0230.geopotential number by the normal gravity value computed on the
 CS0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0230.degrees latitude (g = 980.6199 gals.).
 CS0230
 CS0230.The modeled gravity was interpolated from observed gravity values.
 CS0230
 CS0230;                    North         East    Units  Estimated Accuracy
 CS0230;SPC TXNC     - 2,097,820.      796,730.      MT  (+/- 180 meters Scaled)
 CS0230
 CS0230                          SUPERSEDED SURVEY CONTROL
 CS0230
 CS0230  NGVD 29 (??/??/92)  131.082  (m)          430.06   (f) ADJ UNCH    2 0
 CS0230
 CS0230.Superseded values are not recommended for survey control.
 CS0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0230.See file dsdata.txt to determine how the superseded data were derived.
 CS0230
 CS0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB436022(NAD 83)
 CS0230_MARKER: DB = BENCH MARK DISK
 CS0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0230_STAMPING: H 959 1946
 CS0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0230+STABILITY: SURFACE MOTION
 CS0230
 CS0230  HISTORY     - Date     Condition        Report By
 CS0230  HISTORY     - 1946     MONUMENTED       CGS
 CS0230  HISTORY     - 1962     GOOD             USGS
 CS0230  HISTORY     - 19930608 GOOD             USPSQD
 CS0230
 CS0230                          STATION DESCRIPTION
 CS0230
 CS0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0230'2.0 MI NW FROM SCURRY.
 CS0230'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 34 AND THE MAIN
 CS0230'STREET OF SCURRY, GO NORTHWEST 0.7 MILE, THENCE NORTH 0.1 MILE, THENCE
 CS0230'NORTHWEST 1.1 MILES ALONG A DIRT ROAD TO THE SITE OF THE MARK. THE
 CS0230'BENCH MARK IS AT A CURVE IN THE ROAD, 0.1 MILE NORTHWEST OF A T ROAD
 CS0230'LEADING SOUTH, 290 FEET NORTHWEST OF A FARM HOUSE, 48 FEET WEST OF AND
 CS0230'LEVEL WITH THE CENTER LINE OF THE ROAD, 2.2 FEET NORTHEAST OF A FENCE
 CS0230'CORNER, 1 FOOT SOUTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN
 CS0230'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS0230
 CS0230                          STATION RECOVERY (1962)
 CS0230
 CS0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0230'RECOVERED IN GOOD CONDITION.
 CS0230
 CS0230                          STATION RECOVERY (1993)
 CS0230
 CS0230'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0312 ***********************************************************************
 CR0312  DESIGNATION -  H 96
 CR0312  PID         -  CR0312
 CR0312  STATE/COUNTY-  TX/SMITH
 CR0312  USGS QUAD   -  LINDALE (1981)
 CR0312
 CR0312                         *CURRENT SURVEY CONTROL
 CR0312  ___________________________________________________________________
 CR0312* NAD 83(1986)-  32 34 03.     (N)    095 25 31.     (W)     SCALED    
 CR0312* NAVD 88     -       112.699  (meters)     369.75   (feet)  ADJUSTED  
 CR0312  ___________________________________________________________________
 CR0312  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CR0312  DYNAMIC HT  -         112.570 (meters)     369.32  (feet)  COMP
 CR0312  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 CR0312
 CR0312  VERT ORDER  -  FIRST     CLASS II
 CR0312
 CR0312.The horizontal coordinates were scaled from a topographic map and have
 CR0312.an estimated accuracy of +/- 6 seconds.
 CR0312
 CR0312.The orthometric height was determined by differential leveling
 CR0312.and adjusted by the National Geodetic Survey in June 1991..
 CR0312
 CR0312.The geoid height was determined by GEOID03.
 CR0312
 CR0312.The dynamic height is computed by dividing the NAVD 88
 CR0312.geopotential number by the normal gravity value computed on the
 CR0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0312.degrees latitude (g = 980.6199 gals.).
 CR0312
 CR0312.The modeled gravity was interpolated from observed gravity values.
 CR0312
 CR0312;                    North         East    Units  Estimated Accuracy
 CR0312;SPC TXNC     - 2,104,120.      888,670.      MT  (+/- 180 meters Scaled)
 CR0312
 CR0312                          SUPERSEDED SURVEY CONTROL
 CR0312
 CR0312  NGVD 29 (??/??/92)  112.730  (m)          369.85   (f) ADJ UNCH    1 2
 CR0312
 CR0312.Superseded values are not recommended for survey control.
 CR0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0312.See file dsdata.txt to determine how the superseded data were derived.
 CR0312
 CR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS723059(NAD 83)
 CR0312_MARKER: DB = BENCH MARK DISK
 CR0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0312_STAMPING: H 96 1933 369.730
 CR0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0312+STABILITY: SURFACE MOTION
 CR0312
 CR0312  HISTORY     - Date     Condition        Report By
 CR0312  HISTORY     - 1933     MONUMENTED       CGS
 CR0312  HISTORY     - 1959     GOOD             NGS
 CR0312  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0312
 CR0312                          STATION DESCRIPTION
 CR0312
 CR0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0312'3.9 MI N FROM LINDALE.
 CR0312'ABOUT 3.9 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0312'FROM THE STATION AT LINDALE, 4 1/2 POLES NORTH OF POLE 36/10, 28.8
 CR0312'FEET WEST OF THE WEST RAIL, 63 FEET SOUTHWEST OF THE CENTER OF A PAVED
 CR0312'ROAD CROSSING, 43 FEET EAST OF THE WEST RAILROAD RIGHT-OF-WAY FENCE,
 CR0312'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A
 CR0312'CONCRETE POST PROJECTING 5 INCHES.
 CR0312
 CR0312                          STATION RECOVERY (2004)
 CR0312
 CR0312'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0235 ***********************************************************************
 CS0235  DESIGNATION -  H 960
 CS0235  PID         -  CS0235
 CS0235  STATE/COUNTY-  TX/KAUFMAN
 CS0235  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0235
 CS0235                         *CURRENT SURVEY CONTROL
 CS0235  ___________________________________________________________________
 CS0235* NAD 83(1986)-  32 37 59.     (N)    096 18 40.     (W)     SCALED    
 CS0235* NAVD 88     -       133.940  (meters)     439.43   (feet)  ADJUSTED  
 CS0235  ___________________________________________________________________
 CS0235  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0235  DYNAMIC HT  -         133.791 (meters)     438.95  (feet)  COMP
 CS0235  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 CS0235
 CS0235  VERT ORDER  -  SECOND    CLASS 0
 CS0235
 CS0235.The horizontal coordinates were scaled from a topographic map and have
 CS0235.an estimated accuracy of +/- 6 seconds.
 CS0235
 CS0235.The orthometric height was determined by differential leveling
 CS0235.and adjusted by the National Geodetic Survey in June 1991..
 CS0235
 CS0235.The geoid height was determined by GEOID03.
 CS0235
 CS0235.The dynamic height is computed by dividing the NAVD 88
 CS0235.geopotential number by the normal gravity value computed on the
 CS0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0235.degrees latitude (g = 980.6199 gals.).
 CS0235
 CS0235.The modeled gravity was interpolated from observed gravity values.
 CS0235
 CS0235;                    North         East    Units  Estimated Accuracy
 CS0235;SPC TXNC     - 2,109,300.      805,370.      MT  (+/- 180 meters Scaled)
 CS0235
 CS0235                          SUPERSEDED SURVEY CONTROL
 CS0235
 CS0235  NGVD 29 (??/??/92)  133.946  (m)          439.45   (f) ADJ UNCH    2 0
 CS0235
 CS0235.Superseded values are not recommended for survey control.
 CS0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0235.See file dsdata.txt to determine how the superseded data were derived.
 CS0235
 CS0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB522138(NAD 83)
 CS0235_MARKER: DB = BENCH MARK DISK
 CS0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0235_STAMPING: H 960 1946
 CS0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0235+STABILITY: SURFACE MOTION
 CS0235
 CS0235  HISTORY     - Date     Condition        Report By
 CS0235  HISTORY     - 1946     MONUMENTED       CGS
 CS0235
 CS0235                          STATION DESCRIPTION
 CS0235
 CS0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0235'3.1 MI N FROM KAUFMAN.
 CS0235'TO REACH THE MARK FROM THE KAUFMAN COUNTY COURTHOUSE AT KAUFMAN, GO
 CS0235'WEST 1 BLOCK, THENCE NORTH 2.3 MILES ALONG THE KAUFMAN-FORNEY ROAD,
 CS0235'THENCE NORTHEAST 0.8 MILES ALONG AN UNIMPROVED ROAD TO SITE OF THE
 CS0235'MARK.  BENCH MARK IS 46.0 FEET WEST OF A 24 INCH CORRUGATED IRON
 CS0235'CULVERT, 31.5 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE
 CS0235'ROAD, 2.0 FEET WEST OF THE CORNER OF A 3-WAY FENCE, 1.0 FOOT SOUTH OF
 CS0235'A 4 X 4 MARKER POST.  A BRONZE DISC STAMPED H 960 1946 AND SET IN THE
 CS0235'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1448 ***********************************************************************
 CS1448  DESIGNATION -  H 961
 CS1448  PID         -  CS1448
 CS1448  STATE/COUNTY-  TX/DALLAS
 CS1448  USGS QUAD   -  HUTCHINS (1973)
 CS1448
 CS1448                         *CURRENT SURVEY CONTROL
 CS1448  ___________________________________________________________________
 CS1448* NAD 83(1986)-  32 42 11.     (N)    096 39 43.     (W)     SCALED    
 CS1448* NAVD 88     -       132.076  (meters)     433.32   (feet)  ADJUSTED  
 CS1448  ___________________________________________________________________
 CS1448  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CS1448  DYNAMIC HT  -         131.926 (meters)     432.83  (feet)  COMP
 CS1448  MODELED GRAV-     979,505.1   (mgal)                       NAVD 88
 CS1448
 CS1448  VERT ORDER  -  SECOND    CLASS 0
 CS1448
 CS1448.The horizontal coordinates were scaled from a topographic map and have
 CS1448.an estimated accuracy of +/- 6 seconds.
 CS1448
 CS1448.The orthometric height was determined by differential leveling
 CS1448.and adjusted by the National Geodetic Survey in June 1991..
 CS1448
 CS1448.The geoid height was determined by GEOID03.
 CS1448
 CS1448.The dynamic height is computed by dividing the NAVD 88
 CS1448.geopotential number by the normal gravity value computed on the
 CS1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1448.degrees latitude (g = 980.6199 gals.).
 CS1448
 CS1448.The modeled gravity was interpolated from observed gravity values.
 CS1448
 CS1448;                    North         East    Units  Estimated Accuracy
 CS1448;SPC TXNC     - 2,116,430.      772,320.      MT  (+/- 180 meters Scaled)
 CS1448
 CS1448                          SUPERSEDED SURVEY CONTROL
 CS1448
 CS1448  NGVD 29 (??/??/92)  132.092  (m)          433.37   (f) ADJ UNCH    2 0
 CS1448
 CS1448.Superseded values are not recommended for survey control.
 CS1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1448.See file dsdata.txt to determine how the superseded data were derived.
 CS1448
 CS1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB191207(NAD 83)
 CS1448_MARKER: DB = BENCH MARK DISK
 CS1448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1448_SP_SET: CULVERT
 CS1448_STAMPING: H 961 1946
 CS1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1448
 CS1448  HISTORY     - Date     Condition        Report By
 CS1448  HISTORY     - 1946     MONUMENTED       CGS
 CS1448  HISTORY     - 1958     GOOD             NGS
 CS1448  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1448
 CS1448                          STATION DESCRIPTION
 CS1448
 CS1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1448'1.7 MI NW FROM RYLIE.
 CS1448'ABOUT 1.7 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 175 FROM THE H.S.
 CS1448'CHERRY JR. SCHOOL AT RYLIE, IN THE SOUTHEAST END OF THE NORTHEAST
 CS1448'HEADWALL OF A SEVEN COMPARTMENT CONCRETE CULVERT, 27 FEET NORTHEAST OF
 CS1448'AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 CS1448
 CS1448                          STATION RECOVERY (1958)
 CS1448
 CS1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1448'RECOVERED IN GOOD CONDITION.
 CS1448
 CS1448                          STATION RECOVERY (2000)
 CS1448
 CS1448'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0292 ***********************************************************************
 AY0292  DESIGNATION -  H 962
 AY0292  PID         -  AY0292
 AY0292  STATE/COUNTY-  TX/BEXAR
 AY0292  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0292
 AY0292                         *CURRENT SURVEY CONTROL
 AY0292  ___________________________________________________________________
 AY0292* NAD 83(1986)-  29 22 53.     (N)    098 28 38.     (W)     SCALED    
 AY0292* NAVD 88     -       184.170  (meters)     604.23   (feet)  ADJUSTED  
 AY0292  ___________________________________________________________________
 AY0292  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AY0292  DYNAMIC HT  -         183.903 (meters)     603.36  (feet)  COMP
 AY0292  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 AY0292
 AY0292  VERT ORDER  -  FIRST     CLASS II
 AY0292
 AY0292.The horizontal coordinates were scaled from a topographic map and have
 AY0292.an estimated accuracy of +/- 6 seconds.
 AY0292
 AY0292.The orthometric height was determined by differential leveling
 AY0292.and adjusted by the National Geodetic Survey in June 1991..
 AY0292
 AY0292.The geoid height was determined by GEOID03.
 AY0292
 AY0292.The dynamic height is computed by dividing the NAVD 88
 AY0292.geopotential number by the normal gravity value computed on the
 AY0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0292.degrees latitude (g = 980.6199 gals.).
 AY0292
 AY0292.The modeled gravity was interpolated from observed gravity values.
 AY0292
 AY0292;                    North         East    Units  Estimated Accuracy
 AY0292;SPC TXSC     - 4,171,680.      650,740.      MT  (+/- 180 meters Scaled)
 AY0292
 AY0292                          SUPERSEDED SURVEY CONTROL
 AY0292
 AY0292  NGVD 29 (??/??/92)  184.050  (m)          603.84   (f) ADJ UNCH    1 2
 AY0292
 AY0292.Superseded values are not recommended for survey control.
 AY0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0292.See file dsdata.txt to determine how the superseded data were derived.
 AY0292
 AY0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT507503(NAD 83)
 AY0292_MARKER: DD = SURVEY DISK
 AY0292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0292_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0292_STAMPING: H 962 1946
 AY0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0292+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AY0292
 AY0292  HISTORY     - Date     Condition        Report By
 AY0292  HISTORY     - 1946     MONUMENTED
 AY0292  HISTORY     - 1946     GOOD             NGS
 AY0292  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0292  HISTORY     - 19950504 GOOD             USPSQD
 AY0292  HISTORY     - 20041027 GOOD             USPSQD
 AY0292
 AY0292                          STATION DESCRIPTION
 AY0292
 AY0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0292'IN SAN ANTONIO.
 AY0292'AT SAN ANTONIO, AT THE NORTHEAST CORNER OF THE JUNCTION OF SOUTH PRESA
 AY0292'STREET AND ADA STREET, 29.9 FEET NORTH OF THE CENTER LINE OF ADA
 AY0292'STREET, ON THE LINE OF THE SIDEWALK ALONG THE EAST SIDE OF SOUTH PRESA
 AY0292'STREET (SIDEWALK NOT CONSTRUCTED AT THIS TIME), 7.8 FEET EAST OF THE
 AY0292'EAST CURB OF SOUTH PRESA STREET, SET IN THE TOP OF A 1-FOOT CONCRETE
 AY0292'POST SURROUNDED BY A 2-FOOT CONCRETE PIPE WITH AN IRON COVER WHICH IS
 AY0292'FLUSH WITH THE GROUND.
 AY0292
 AY0292                          STATION RECOVERY (1980)
 AY0292
 AY0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0292'SEARCHED FOR, NOT RECOVERED.
 AY0292
 AY0292                          STATION RECOVERY (1995)
 AY0292
 AY0292'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0292'RECOVERED IN GOOD CONDITION.
 AY0292
 AY0292                          STATION RECOVERY (2004)
 AY0292
 AY0292'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AY0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1608 ***********************************************************************
 BY1608  DESIGNATION -  H 964
 BY1608  PID         -  BY1608
 BY1608  STATE/COUNTY-  TX/HOUSTON
 BY1608  USGS QUAD   -  FODICE (1963)
 BY1608
 BY1608                         *CURRENT SURVEY CONTROL
 BY1608  ___________________________________________________________________
 BY1608* NAD 83(1986)-  31 09 18.     (N)    095 20 07.     (W)     SCALED    
 BY1608* NAVD 88     -        78.91   (+/-2cm)     258.9    (feet)  VERTCON   
 BY1608  ___________________________________________________________________
 BY1608  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1608
 BY1608  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1608
 BY1608.The horizontal coordinates were scaled from a topographic map and have
 BY1608.an estimated accuracy of +/- 6 seconds.
 BY1608
 BY1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1608.The vertical order pertains to the NGVD 29 superseded value.
 BY1608
 BY1608.The geoid height was determined by GEOID03.
 BY1608
 BY1608;                    North         East    Units  Estimated Accuracy
 BY1608;SPC TX C     - 3,175,690.    1,176,350.      MT  (+/- 180 meters Scaled)
 BY1608
 BY1608                          SUPERSEDED SURVEY CONTROL
 BY1608
 BY1608  NGVD 29 (??/??/92)   78.924  (m)          258.94   (f) ADJ UNCH    2 0
 BY1608
 BY1608.Superseded values are not recommended for survey control.
 BY1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1608.See file dsdata.txt to determine how the superseded data were derived.
 BY1608
 BY1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ773491(NAD 83)
 BY1608_MARKER: DB = BENCH MARK DISK
 BY1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1608_STAMPING: H 964 1948
 BY1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1608+STABILITY: SURFACE MOTION
 BY1608
 BY1608  HISTORY     - Date     Condition        Report By
 BY1608  HISTORY     - 1948     MONUMENTED       CGS
 BY1608
 BY1608                          STATION DESCRIPTION
 BY1608
 BY1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1608'2.0 MI N FROM HOLLY.
 BY1608'2.0 MILES NORTH ALONG THE HOLLY-FODICE ROAD FROM THE ELEMENTARY SCHOOL
 BY1608'AT HOLLY, ON TOP OF A SLIGHT RISE, 132 YARDS (PACED) SOUTHWEST OF A
 BY1608'FARMHOUSE, 70 YARDS (PACED) NORTHEAST OF THE CENTER OF A ROAD
 BY1608'JUNCTION, 49.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 19.6
 BY1608'FEET EAST OF A 12-INCH OAK TREE, 1.6 FEET SOUTHWEST OF A REFERENCE
 BY1608'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BY1608'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0743 ***********************************************************************
 CR0743  DESIGNATION -  H 965 RESET 1958
 CR0743  PID         -  CR0743
 CR0743  STATE/COUNTY-  TX/VAN ZANDT
 CR0743  USGS QUAD   -  BEN WHEELER (1984)
 CR0743
 CR0743                         *CURRENT SURVEY CONTROL
 CR0743  ___________________________________________________________________
 CR0743* NAD 83(1986)-  32 27 49.     (N)    095 43 41.     (W)     SCALED    
 CR0743* NAVD 88     -       178.80   (+/-2cm)     586.6    (feet)  VERTCON   
 CR0743  ___________________________________________________________________
 CR0743  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CR0743
 CR0743  VERT ORDER  -  THIRD (See Below)
 CR0743
 CR0743.The horizontal coordinates were scaled from a topographic map and have
 CR0743.an estimated accuracy of +/- 6 seconds.
 CR0743
 CR0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0743.The vertical order pertains to the NGVD 29 superseded value.
 CR0743
 CR0743.The geoid height was determined by GEOID03.
 CR0743
 CR0743;                    North         East    Units  Estimated Accuracy
 CR0743;SPC TXNC     - 2,091,810.      860,550.      MT  (+/- 180 meters Scaled)
 CR0743
 CR0743                          SUPERSEDED SURVEY CONTROL
 CR0743
 CR0743  NGVD 29 (??/??/??)  178.81   (m)          586.6    (f) RESET       3  
 CR0743
 CR0743.Superseded values are not recommended for survey control.
 CR0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0743.See file dsdata.txt to determine how the superseded data were derived.
 CR0743
 CR0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR435951(NAD 83)
 CR0743_MARKER: DB = BENCH MARK DISK
 CR0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0743_STAMPING: H 965 RESET 1958
 CR0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0743+STABILITY: SURFACE MOTION
 CR0743
 CR0743  HISTORY     - Date     Condition        Report By
 CR0743  HISTORY     - 1958     MONUMENTED       CGS
 CR0743  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0743
 CR0743                          STATION DESCRIPTION
 CR0743
 CR0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CR0743'1.9 MI NW FROM BEN WHEELER.
 CR0743'1.9 MILES NORTHWEST ALONG STATE HIGHWAY NO.64 FROM THE POST OFFICE AT
 CR0743'BEN WHEELER, IN THE TRIANGULAR AREA IN FRONT OF A CEMETERY AND BETWEEN
 CR0743'THE HIGHWAY AND THE TWO ENTRANCE ROADS.  IT IS 13 YARDS SOUTH WEST OF
 CR0743'THE CENTERLINE OF THE EAST ENTRANCE ROAD, 15 YARDS EAST OF THE MIDDLE
 CR0743'ENTRANCE ROAD AND 6 YARDS NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY LINE
 CR0743'OF THE HIGHWAY IN A TIMBERED AREA.  A STANDARD DISK STAMPED H 965
 CR0743'RESET 1958 IN A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 CR0743
 CR0743                          STATION RECOVERY (1995)
 CR0743
 CR0743'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1636 ***********************************************************************
 BY1636  DESIGNATION -  H 966
 BY1636  PID         -  BY1636
 BY1636  STATE/COUNTY-  TX/TRINITY
 BY1636  USGS QUAD   -  GLENDALE (1972)
 BY1636
 BY1636                         *CURRENT SURVEY CONTROL
 BY1636  ___________________________________________________________________
 BY1636* NAD 83(1986)-  31 01 52.     (N)    095 19 26.     (W)     SCALED    
 BY1636* NAVD 88     -        52.29   (+/-2cm)     171.6    (feet)  VERTCON   
 BY1636  ___________________________________________________________________
 BY1636  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BY1636
 BY1636  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1636
 BY1636.The horizontal coordinates were scaled from a topographic map and have
 BY1636.an estimated accuracy of +/- 6 seconds.
 BY1636
 BY1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1636.The vertical order pertains to the NGVD 29 superseded value.
 BY1636
 BY1636.The geoid height was determined by GEOID03.
 BY1636
 BY1636;                    North         East    Units  Estimated Accuracy
 BY1636;SPC TX C     - 3,162,020.    1,178,050.      MT  (+/- 180 meters Scaled)
 BY1636
 BY1636                          SUPERSEDED SURVEY CONTROL
 BY1636
 BY1636  NGVD 29 (??/??/92)   52.300  (m)          171.59   (f) ADJ UNCH    2 0
 BY1636
 BY1636.Superseded values are not recommended for survey control.
 BY1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1636.See file dsdata.txt to determine how the superseded data were derived.
 BY1636
 BY1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ781353(NAD 83)
 BY1636_MARKER: DB = BENCH MARK DISK
 BY1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1636_STAMPING: H 966 1948
 BY1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1636+STABILITY: SURFACE MOTION
 BY1636
 BY1636  HISTORY     - Date     Condition        Report By
 BY1636  HISTORY     - 1948     MONUMENTED       CGS
 BY1636
 BY1636                          STATION DESCRIPTION
 BY1636
 BY1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1636'2.0 MI NW FROM GLENDALE.
 BY1636'2.0 MILES NORTHWEST ALONG THE GLENDALE-THOMPSON SCHOOL ROAD FROM THE
 BY1636'POST OFFICE AT GLENDALE, 192.3 FEET NORTHWEST OF THE NORTHWEST CORNER
 BY1636'OF A 20-FOOT WOODEN BRIDGE, 111.5 FEET NORTH OF THE NORTH END OF A
 BY1636'WOODEN GATE, 76.0 FEET NORTHWEST OF AN OAK TREE WITH TWIN 18-INCH
 BY1636'TRUNKS, 53.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.6 FEET SOUTH
 BY1636'OF A REFERENCE POST, 1.2 FEET EAST OF A FENCE, SET IN THE TOP OF A
 BY1636'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH
 BY1636'MARK IS ALSO 0.6 MILE SOUTHEAST OF A STEEL BRIDGE ACROSS LITTLE WHITE
 BY1636'ROCK CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0747 ***********************************************************************
 CS0747  DESIGNATION -  H 967
 CS0747  PID         -  CS0747
 CS0747  STATE/COUNTY-  TX/ELLIS
 CS0747  USGS QUAD   -  WAXAHACHIE (1978)
 CS0747
 CS0747                         *CURRENT SURVEY CONTROL
 CS0747  ___________________________________________________________________
 CS0747* NAD 83(1986)-  32 23 53.     (N)    096 47 29.     (W)     SCALED    
 CS0747* NAVD 88     -       163.52   (+/-2cm)     536.5    (feet)  VERTCON   
 CS0747  ___________________________________________________________________
 CS0747  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CS0747
 CS0747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS0747
 CS0747.The horizontal coordinates were scaled from a topographic map and have
 CS0747.an estimated accuracy of +/- 6 seconds.
 CS0747
 CS0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0747.The vertical order pertains to the NGVD 29 superseded value.
 CS0747
 CS0747.The geoid height was determined by GEOID03.
 CS0747
 CS0747;                    North         East    Units  Estimated Accuracy
 CS0747;SPC TXNC     - 2,082,410.      760,730.      MT  (+/- 180 meters Scaled)
 CS0747
 CS0747                          SUPERSEDED SURVEY CONTROL
 CS0747
 CS0747  NGVD 29 (??/??/92)  163.506  (m)          536.44   (f) ADJ UNCH    2 0
 CS0747
 CS0747.Superseded values are not recommended for survey control.
 CS0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0747.See file dsdata.txt to determine how the superseded data were derived.
 CS0747
 CS0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA077867(NAD 83)
 CS0747_MARKER: DB = BENCH MARK DISK
 CS0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0747_STAMPING: H 967 1946
 CS0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0747+STABILITY: SURFACE MOTION
 CS0747
 CS0747  HISTORY     - Date     Condition        Report By
 CS0747  HISTORY     - 1946     MONUMENTED       CGS
 CS0747  HISTORY     - 1966     GOOD             NGS
 CS0747  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0747
 CS0747                          STATION DESCRIPTION
 CS0747
 CS0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0747'3.6 MI E FROM WAXAHACHIE.
 CS0747'TO REACH FROM THE COURTHOUSE IN WAXAHACHIE, GO EASTERLY 0.3 MILE ALONG
 CS0747'U.S. HIGHWAY 287 TO A STOP LIGHT, THENCE 1.9 MILES, EAST NORTHEAST,
 CS0747'ALONG A SURFACED ROAD TO THE JUNCTION OF FM HIGHWAYS 878 AND 879,
 CS0747'THENCE 1.45 MILES EAST ALONG FM HIGHWAY 878 TO SITE OF BENCH MARK, 38
 CS0747'FEET NORTH OF THE CENTER LINE OF HIGHWAY, 52 FEET WEST OF A T-FENCE
 CS0747'CORNER, 100 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE BRIDGE
 CS0747'UNDER THE HIGHWAY, 36 FEET EAST OF A POWER LINE POLE WHERE THE POWER
 CS0747'LINE CROSSES OVER THE HIGHWAY, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 CS0747'FENCE.  A STANDARD DISK SET IN A 6 X 6 IN. CONCRETE POST FLUSH WITH
 CS0747'THE SURFACE OF THE GROUND.
 CS0747
 CS0747                          STATION RECOVERY (2002)
 CS0747
 CS0747'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS0747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1574 ***********************************************************************
 BY1574  DESIGNATION -  H 968
 BY1574  PID         -  BY1574
 BY1574  STATE/COUNTY-  TX/HOUSTON
 BY1574  USGS QUAD   -  BEREA (1951)
 BY1574
 BY1574                         *CURRENT SURVEY CONTROL
 BY1574  ___________________________________________________________________
 BY1574* NAD 83(1986)-  31 15 33.     (N)    095 21 51.     (W)     SCALED    
 BY1574* NAVD 88     -       100.93   (+/-2cm)     331.1    (feet)  VERTCON   
 BY1574  ___________________________________________________________________
 BY1574  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1574
 BY1574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1574
 BY1574.The horizontal coordinates were scaled from a topographic map and have
 BY1574.an estimated accuracy of +/- 6 seconds.
 BY1574
 BY1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1574.The vertical order pertains to the NGVD 29 superseded value.
 BY1574
 BY1574.The geoid height was determined by GEOID03.
 BY1574
 BY1574;                    North         East    Units  Estimated Accuracy
 BY1574;SPC TX C     - 3,187,110.    1,173,080.      MT  (+/- 180 meters Scaled)
 BY1574
 BY1574                          SUPERSEDED SURVEY CONTROL
 BY1574
 BY1574  NGVD 29 (??/??/92)  100.930  (m)          331.13   (f) ADJ UNCH    2 0
 BY1574
 BY1574.Superseded values are not recommended for survey control.
 BY1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1574.See file dsdata.txt to determine how the superseded data were derived.
 BY1574
 BY1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ748607(NAD 83)
 BY1574_MARKER: DB = BENCH MARK DISK
 BY1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1574_STAMPING: H 968 1948
 BY1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1574+STABILITY: SURFACE MOTION
 BY1574
 BY1574  HISTORY     - Date     Condition        Report By
 BY1574  HISTORY     - 1948     MONUMENTED       CGS
 BY1574
 BY1574                          STATION DESCRIPTION
 BY1574
 BY1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1574'7.15 MI SE FROM CROCKETT.
 BY1574'7.15 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE HOUSTON
 BY1574'COUNTY COURTHOUSE AT CROCKETT, 0.2 MILE WEST OF THE HOPEWELL SCHOOL
 BY1574'(NEGRO), ABOUT 300.0 FEET EAST OF A POINT WHERE THE ROAD MAKES A
 BY1574'SLIGHT TURN TO THE NORTHWEST, 41.7 FEET SOUTH OF THE CENTER LINE OF
 BY1574'THE HIGHWAY, 28.0 FEET NORTHWEST OF THE CENTER OF A GATE IN THE
 BY1574'RIGHT-OF-WAY FENCE LINE, 18.5 FEET WEST OF A 30-INCH OAK TREE, 16.8
 BY1574'FEET EAST OF A 30-INCH PINE TREE, 9.7 FEET NORTH OF THE RIGHT-OF-WAY
 BY1574'FENCE LINE, 2.0 FEET WEST OF A REFERENCE POST, SET IN TOP OF A
 BY1574'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0321 ***********************************************************************
 CS0321  DESIGNATION -  H 969
 CS0321  PID         -  CS0321
 CS0321  STATE/COUNTY-  TX/KAUFMAN
 CS0321  USGS QUAD   -  ROSSER (1963)
 CS0321
 CS0321                         *CURRENT SURVEY CONTROL
 CS0321  ___________________________________________________________________
 CS0321* NAD 83(1986)-  32 28 14.     (N)    096 26 11.     (W)     SCALED    
 CS0321* NAVD 88     -       111.674  (meters)     366.38   (feet)  ADJUSTED  
 CS0321  ___________________________________________________________________
 CS0321  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CS0321  DYNAMIC HT  -         111.548 (meters)     365.97  (feet)  COMP
 CS0321  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 CS0321
 CS0321  VERT ORDER  -  SECOND    CLASS 0
 CS0321
 CS0321.The horizontal coordinates were scaled from a topographic map and have
 CS0321.an estimated accuracy of +/- 6 seconds.
 CS0321
 CS0321.The orthometric height was determined by differential leveling
 CS0321.and adjusted by the National Geodetic Survey in June 1991..
 CS0321
 CS0321.The geoid height was determined by GEOID03.
 CS0321
 CS0321.The dynamic height is computed by dividing the NAVD 88
 CS0321.geopotential number by the normal gravity value computed on the
 CS0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0321.degrees latitude (g = 980.6199 gals.).
 CS0321
 CS0321.The modeled gravity was interpolated from observed gravity values.
 CS0321
 CS0321;                    North         East    Units  Estimated Accuracy
 CS0321;SPC TXNC     - 2,091,050.      793,970.      MT  (+/- 180 meters Scaled)
 CS0321
 CS0321                          SUPERSEDED SURVEY CONTROL
 CS0321
 CS0321  NGVD 29 (??/??/92)  111.681  (m)          366.41   (f) ADJ UNCH    2 0
 CS0321
 CS0321.Superseded values are not recommended for survey control.
 CS0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0321.See file dsdata.txt to determine how the superseded data were derived.
 CS0321
 CS0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA409954(NAD 83)
 CS0321_MARKER: DB = BENCH MARK DISK
 CS0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0321_STAMPING: H 969 1946
 CS0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0321+STABILITY: SURFACE MOTION
 CS0321
 CS0321  HISTORY     - Date     Condition        Report By
 CS0321  HISTORY     - 1946     MONUMENTED       CGS
 CS0321
 CS0321                          STATION DESCRIPTION
 CS0321
 CS0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0321'1.1 MI NE FROM ROSSER.
 CS0321'TO REACH FROM THE ABANDONED TEXAS AND NEW ORLEANS RAILROAD STATION AT
 CS0321'ROSSER GO NORTHEAST 1.1 MILES ALONG A GRAVELED ROAD TO SITE OF MARK,
 CS0321'BENCH MARK IS ABOUT 0.1 MILE NORTHEAST OF A WOODEN BRIDGE, 44.0 FEET
 CS0321'NORTHWEST OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE
 CS0321'ROAD, 2.0 FEET SOUTHEAST OF A FENCE AND 1.0 FOOT SOUTHWEST OF A 4 IN.
 CS0321'X 4 IN. MARKER POST.  A BRONZE DISK STAMPED H 969 1946 SET IN THE TOP
 CS0321'OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0111 ***********************************************************************
 DN0111  DESIGNATION -  H 97
 DN0111  PID         -  DN0111
 DN0111  STATE/COUNTY-  TX/HUNT
 DN0111  USGS QUAD   -  GREENVILLE NW (1962)
 DN0111
 DN0111                         *CURRENT SURVEY CONTROL
 DN0111  ___________________________________________________________________
 DN0111* NAD 83(1986)-  33 13 07.     (N)    096 09 24.     (W)     SCALED    
 DN0111* NAVD 88     -       173.189  (meters)     568.20   (feet)  ADJUSTED  
 DN0111  ___________________________________________________________________
 DN0111  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DN0111  DYNAMIC HT  -         173.002 (meters)     567.59  (feet)  COMP
 DN0111  MODELED GRAV-     979,552.4   (mgal)                       NAVD 88
 DN0111
 DN0111  VERT ORDER  -  FIRST     CLASS II
 DN0111
 DN0111.The horizontal coordinates were scaled from a topographic map and have
 DN0111.an estimated accuracy of +/- 6 seconds.
 DN0111
 DN0111.The orthometric height was determined by differential leveling
 DN0111.and adjusted by the National Geodetic Survey in June 1991..
 DN0111
 DN0111.The geoid height was determined by GEOID03.
 DN0111
 DN0111.The dynamic height is computed by dividing the NAVD 88
 DN0111.geopotential number by the normal gravity value computed on the
 DN0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0111.degrees latitude (g = 980.6199 gals.).
 DN0111
 DN0111.The modeled gravity was interpolated from observed gravity values.
 DN0111
 DN0111;                    North         East    Units  Estimated Accuracy
 DN0111;SPC TXNC     - 2,174,530.      818,410.      MT  (+/- 180 meters Scaled)
 DN0111
 DN0111                          SUPERSEDED SURVEY CONTROL
 DN0111
 DN0111  NGVD 29 (??/??/92)  173.181  (m)          568.18   (f) ADJ UNCH    1 2
 DN0111
 DN0111.Superseded values are not recommended for survey control.
 DN0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0111.See file dsdata.txt to determine how the superseded data were derived.
 DN0111
 DN0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB649791(NAD 83)
 DN0111_MARKER: DB = BENCH MARK DISK
 DN0111_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0111_SP_SET: ABUTMENT
 DN0111_STAMPING: H 97 1933 568.178
 DN0111_MARK LOGO: CGS   
 DN0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0111
 DN0111  HISTORY     - Date     Condition        Report By
 DN0111  HISTORY     - 1933     MONUMENTED       CGS
 DN0111  HISTORY     - 1941     GOOD             NGS
 DN0111  HISTORY     - 1986     GOOD             NGS
 DN0111  HISTORY     - 19940418 GOOD             USPSQD
 DN0111
 DN0111                          STATION DESCRIPTION
 DN0111
 DN0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DN0111'6.0 MI NW FROM GREENVILLE.
 DN0111'6.0 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0111'FROM GREENVILLE, HUNT COUNTY, 450 FEET NORTH OF MILEPOST 707, AT THE
 DN0111'BRIDGE OVER SABINE RIVER, IN THE TOP OF THE SOUTH CONCRETE ABUTMENT,
 DN0111'AND 4 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED 568.178 H 97
 DN0111'1933.
 DN0111
 DN0111                          STATION RECOVERY (1986)
 DN0111
 DN0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0111'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.0 KM
 DN0111'(6.85 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE COURTHOUSE IN
 DN0111'GREENVILLE, 0.3 KM (0.2 MI) NORTHWEST OF THE INTERSECTION OF FARM ROAD
 DN0111'2194, IN THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 DN0111'RAILROAD BRIDGE SPANNING COWLEECH CREEK, 26.0 M (85.3 FT) SOUTHWEST OF
 DN0111'THE CENTERLINE OF THE HIGHWAY, 1.7 M (5.6 FT) SOUTHWEST OF THE
 DN0111'NORTHEAST END OF THE ABUTMENT, AND 1.3 M (4.3 FT) NORTHEAST OF THE
 DN0111'NEAR RAIL.
 DN0111
 DN0111                          STATION RECOVERY (1994)
 DN0111
 DN0111'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0387 ***********************************************************************
 CS0387  DESIGNATION -  H 970
 CS0387  PID         -  CS0387
 CS0387  STATE/COUNTY-  TX/ELLIS
 CS0387  USGS QUAD   -  ROSSER SW (1962)
 CS0387
 CS0387                         *CURRENT SURVEY CONTROL
 CS0387  ___________________________________________________________________
 CS0387* NAD 83(1986)-  32 20 14.     (N)    096 27 29.     (W)     SCALED    
 CS0387* NAVD 88     -        97.360  (meters)     319.42   (feet)  ADJUSTED  
 CS0387  ___________________________________________________________________
 CS0387  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CS0387  DYNAMIC HT  -          97.249 (meters)     319.06  (feet)  COMP
 CS0387  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CS0387
 CS0387  VERT ORDER  -  SECOND    CLASS 0
 CS0387
 CS0387.The horizontal coordinates were scaled from a topographic map and have
 CS0387.an estimated accuracy of +/- 6 seconds.
 CS0387
 CS0387.The orthometric height was determined by differential leveling
 CS0387.and adjusted by the National Geodetic Survey in June 1991..
 CS0387
 CS0387.The geoid height was determined by GEOID03.
 CS0387
 CS0387.The dynamic height is computed by dividing the NAVD 88
 CS0387.geopotential number by the normal gravity value computed on the
 CS0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0387.degrees latitude (g = 980.6199 gals.).
 CS0387
 CS0387.The modeled gravity was interpolated from observed gravity values.
 CS0387
 CS0387;                    North         East    Units  Estimated Accuracy
 CS0387;SPC TXNC     - 2,076,230.      792,220.      MT  (+/- 180 meters Scaled)
 CS0387
 CS0387                          SUPERSEDED SURVEY CONTROL
 CS0387
 CS0387  NGVD 29 (??/??/92)   97.35   (m)          319.4    (f) COMPUTED    2 0
 CS0387
 CS0387.Superseded values are not recommended for survey control.
 CS0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0387.See file dsdata.txt to determine how the superseded data were derived.
 CS0387
 CS0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA392806(NAD 83)
 CS0387_MARKER: DB = BENCH MARK DISK
 CS0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0387_STAMPING: H 970 1946
 CS0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0387+STABILITY: SURFACE MOTION
 CS0387
 CS0387  HISTORY     - Date     Condition        Report By
 CS0387  HISTORY     - 1946     MONUMENTED       CGS
 CS0387  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0387
 CS0387                          STATION DESCRIPTION
 CS0387
 CS0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0387'7.8 MI NE FROM ALMA.
 CS0387'2 BLOCKS EAST ALONG A GRAVELED STREET FROM THE TEXAS AND NEW ORLEANS
 CS0387'RAILROAD STATION AT ALMA, THENCE 2 BLOCKS SOUTH ALONG A GRAVELED
 CS0387'STREET, THENCE NORTHEASTERLY 5.5 MILES ALONG A GRAVELED ROAD, THENCE
 CS0387'NORTH 2.0 MILES ALONG A GRADED ROAD, 80 YARDS NORTH OF A SMALL WOODEN
 CS0387'BRIDGE, 18.5 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 CS0387'ROAD, 13 FEET NORTHWEST OF A TWELVE INCH OAK TREE, 4 FEET WEST OF A
 CS0387'FENCE AND 1.0 FOOT SOUTH OF A 4 X 4-INCH MARKER POST.  A STANDARD
 CS0387'DISK, STAMPED H 970 1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS0387
 CS0387                          STATION RECOVERY (2002)
 CS0387
 CS0387'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1362 ***********************************************************************
 CS1362  DESIGNATION -  H 971
 CS1362  PID         -  CS1362
 CS1362  STATE/COUNTY-  TX/DALLAS
 CS1362  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1362
 CS1362                         *CURRENT SURVEY CONTROL
 CS1362  ___________________________________________________________________
 CS1362* NAD 83(1986)-  32 51 55.     (N)    096 40 08.     (W)     SCALED    
 CS1362* NAVD 88     -       179.034  (meters)     587.38   (feet)  ADJUSTED  
 CS1362  ___________________________________________________________________
 CS1362  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CS1362  DYNAMIC HT  -         178.835 (meters)     586.73  (feet)  COMP
 CS1362  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 CS1362
 CS1362  VERT ORDER  -  SECOND    CLASS 0
 CS1362
 CS1362.The horizontal coordinates were scaled from a topographic map and have
 CS1362.an estimated accuracy of +/- 6 seconds.
 CS1362
 CS1362.The orthometric height was determined by differential leveling
 CS1362.and adjusted by the National Geodetic Survey in June 1991..
 CS1362
 CS1362.The geoid height was determined by GEOID03.
 CS1362
 CS1362.The dynamic height is computed by dividing the NAVD 88
 CS1362.geopotential number by the normal gravity value computed on the
 CS1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1362.degrees latitude (g = 980.6199 gals.).
 CS1362
 CS1362.The modeled gravity was interpolated from observed gravity values.
 CS1362
 CS1362;                    North         East    Units  Estimated Accuracy
 CS1362;SPC TXNC     - 2,134,410.      771,350.      MT  (+/- 180 meters Scaled)
 CS1362
 CS1362                          SUPERSEDED SURVEY CONTROL
 CS1362
 CS1362  NGVD 29 (??/??/92)  179.044  (m)          587.41   (f) ADJ UNCH    2 0
 CS1362
 CS1362.Superseded values are not recommended for survey control.
 CS1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1362.See file dsdata.txt to determine how the superseded data were derived.
 CS1362
 CS1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB181387(NAD 83)
 CS1362_MARKER: DB = BENCH MARK DISK
 CS1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1362_SP_SET: CULVERT
 CS1362_STAMPING: H 971 1946
 CS1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1362
 CS1362  HISTORY     - Date     Condition        Report By
 CS1362  HISTORY     - 1946     MONUMENTED       CGS
 CS1362  HISTORY     - 1952     GOOD             NGS
 CS1362  HISTORY     - 1958     GOOD             NGS
 CS1362  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 CS1362
 CS1362                          STATION DESCRIPTION
 CS1362
 CS1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1362'4.8 MI SW FROM GARLAND.
 CS1362'4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE GULF, COLORADO AND
 CS1362'SANTA FE RAILROAD STATION AT GARLAND, 0.1 MILE NORTHEAST OF AN
 CS1362'INTERSECTION WITH SPUR 244, 24 FEET SOUTHEAST OF THE CENTER LINE OF
 CS1362'THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 CS1362'HEADWALL OF A CONCRETE CULVERT.  NOTE-- IT IS 25 YARDS NORTH OF A
 CS1362'S.F.R.R. OVERPASS.
 CS1362
 CS1362                          STATION RECOVERY (1958)
 CS1362
 CS1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1362'RECOVERED IN GOOD CONDITION.
 CS1362
 CS1362                          STATION RECOVERY (1991)
 CS1362
 CS1362'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1363 ***********************************************************************
 CS1363  DESIGNATION -  H 971 RESET 1963
 CS1363  PID         -  CS1363
 CS1363  STATE/COUNTY-  TX/DALLAS
 CS1363  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1363
 CS1363                         *CURRENT SURVEY CONTROL
 CS1363  ___________________________________________________________________
 CS1363* NAD 83(1986)-  32 51 55.     (N)    096 40 09.     (W)     SCALED    
 CS1363* NAVD 88     -       179.07   (+/-2cm)     587.5    (feet)  VERTCON   
 CS1363  ___________________________________________________________________
 CS1363  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CS1363
 CS1363  VERT ORDER  -  THIRD (See Below)
 CS1363
 CS1363.The horizontal coordinates were scaled from a topographic map and have
 CS1363.an estimated accuracy of +/- 6 seconds.
 CS1363
 CS1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1363.The vertical order pertains to the NGVD 29 superseded value.
 CS1363
 CS1363.The geoid height was determined by GEOID03.
 CS1363
 CS1363;                    North         East    Units  Estimated Accuracy
 CS1363;SPC TXNC     - 2,134,410.      771,330.      MT  (+/- 180 meters Scaled)
 CS1363
 CS1363                          SUPERSEDED SURVEY CONTROL
 CS1363
 CS1363  NGVD 29 (01/29/03)  179.08   (m)          587.5    (f) RESET       3  
 CS1363
 CS1363.Superseded values are not recommended for survey control.
 CS1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1363.See file dsdata.txt to determine how the superseded data were derived.
 CS1363
 CS1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB180387(NAD 83)
 CS1363_MARKER: DB = BENCH MARK DISK
 CS1363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1363_SP_SET: CULVERT
 CS1363_STAMPING: H 971 RESET 1963
 CS1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1363
 CS1363  HISTORY     - Date     Condition        Report By
 CS1363  HISTORY     - 1963     MONUMENTED       CGS
 CS1363  HISTORY     - 19910627 GOOD             USPSQD
 CS1363  HISTORY     - 19991120 GOOD             USPSQD
 CS1363
 CS1363                          STATION DESCRIPTION
 CS1363
 CS1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 CS1363'4.8 MI SW FROM GARLAND.
 CS1363'ABOUT 4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE GULF,
 CS1363'COLORADO AND SANTA FE RAILROAD STATION AT GARLAND, OR 0.1 MILE NORTH
 CS1363'OF THE JUNCTION OF SPUR 244 AND STATE HIGHWAY 78.  THE BENCH MARK IS
 CS1363'AT THE ZACHA JUNCTION, ABOUT 25 YARDS NORTHEAST OF THE SANTA FE
 CS1363'RAILROAD OVERPASS, 70 YARDS NORTH OF THE ZACHA JCT. SIGN POST, BETWEEN
 CS1363'THE HIGHWAY AND RAILROAD TRACKS ON THE EAST, ABOUT 30 FEET WEST OF
 CS1363'THESE TRACKS AND ABOUT 15 FEET BELOW THE RAILROAD, IN THE NORTH END OF
 CS1363'THE WEST WALL OF A 2 CHANNEL CULVERT.  A STANDARD DISK STAMPED H 971
 CS1363'RESET 1963, IS CEMENTED IN A DRILL HOLE FLUSH WITH THE CONCRETE WALL.
 CS1363
 CS1363                          STATION RECOVERY (1991)
 CS1363
 CS1363'RECOVERY NOTE BY US POWER SQUADRON 1991 (CES)
 CS1363'RECOVERED IN GOOD CONDITION.
 CS1363
 CS1363                          STATION RECOVERY (1999)
 CS1363
 CS1363'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1918 ***********************************************************************
 BY1918  DESIGNATION -  H 973
 BY1918  PID         -  BY1918
 BY1918  STATE/COUNTY-  TX/MADISON
 BY1918  USGS QUAD   -  LEONA SW (1964)
 BY1918
 BY1918                         *CURRENT SURVEY CONTROL
 BY1918  ___________________________________________________________________
 BY1918* NAD 83(1986)-  31 05 03.     (N)    095 54 24.     (W)     SCALED    
 BY1918* NAVD 88     -       100.46   (+/-2cm)     329.6    (feet)  VERTCON   
 BY1918  ___________________________________________________________________
 BY1918  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY1918
 BY1918  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1918
 BY1918.The horizontal coordinates were scaled from a topographic map and have
 BY1918.an estimated accuracy of +/- 6 seconds.
 BY1918
 BY1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1918.The vertical order pertains to the NGVD 29 superseded value.
 BY1918
 BY1918.The geoid height was determined by GEOID03.
 BY1918
 BY1918;                    North         East    Units  Estimated Accuracy
 BY1918;SPC TX C     - 3,165,540.    1,122,230.      MT  (+/- 180 meters Scaled)
 BY1918
 BY1918                          SUPERSEDED SURVEY CONTROL
 BY1918
 BY1918  NGVD 29 (??/??/92)  100.450  (m)          329.56   (f) ADJ UNCH    2 0
 BY1918
 BY1918.Superseded values are not recommended for survey control.
 BY1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1918.See file dsdata.txt to determine how the superseded data were derived.
 BY1918
 BY1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ227425(NAD 83)
 BY1918_MARKER: DB = BENCH MARK DISK
 BY1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1918_STAMPING: H 973 1947
 BY1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1918+STABILITY: SURFACE MOTION
 BY1918
 BY1918  HISTORY     - Date     Condition        Report By
 BY1918  HISTORY     - 1947     MONUMENTED       CGS
 BY1918  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1918
 BY1918                          STATION DESCRIPTION
 BY1918
 BY1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1918'6.5 MI NW FROM ELWOOD.
 BY1918'ABOUT 6.5 MILES NORTHWEST ALONG STATE OSR HIGHWAY FROM THE ELWOOD
 BY1918'SCHOOL AT ELWOOD, 105.0 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 BY1918'A FENCE CORNER, 109.5 FEET WEST-SOUTHWEST OF A POWER POLE, 50.0 FEET
 BY1918'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 33.4
 BY1918'FEET EAST OF AN EIGHTEEN INCH OAK TREE, 1.5 FEET SOUTH OF A FENCE AND
 BY1918'1.5 FEET EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK
 BY1918'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BY1918'GROUND.
 BY1918
 BY1918                          STATION RECOVERY (1996)
 BY1918
 BY1918'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1352 ***********************************************************************
 BL1352  DESIGNATION -  H 974
 BL1352  PID         -  BL1352
 BL1352  STATE/COUNTY-  TX/SAN JACINTO
 BL1352  USGS QUAD   -  CONROE NE (1976)
 BL1352
 BL1352                         *CURRENT SURVEY CONTROL
 BL1352  ___________________________________________________________________
 BL1352* NAD 83(1986)-  30 25 49.     (N)    095 18 24.     (W)     SCALED    
 BL1352* NAVD 88     -        92.97   (+/-2cm)     305.0    (feet)  VERTCON   
 BL1352  ___________________________________________________________________
 BL1352  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1352
 BL1352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1352
 BL1352.The horizontal coordinates were scaled from a topographic map and have
 BL1352.an estimated accuracy of +/- 6 seconds.
 BL1352
 BL1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1352.The vertical order pertains to the NGVD 29 superseded value.
 BL1352
 BL1352.The geoid height was determined by GEOID03.
 BL1352
 BL1352;                    North         East    Units  Estimated Accuracy
 BL1352;SPC TX C     - 3,095,560.    1,182,700.      MT  (+/- 180 meters Scaled)
 BL1352
 BL1352                          SUPERSEDED SURVEY CONTROL
 BL1352
 BL1352  NGVD 29 (??/??/92)   92.975  (m)          305.04   (f) ADJ UNCH    2 0
 BL1352
 BL1352.Superseded values are not recommended for survey control.
 BL1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1352.See file dsdata.txt to determine how the superseded data were derived.
 BL1352
 BL1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP784687(NAD 83)
 BL1352_MARKER: DB = BENCH MARK DISK
 BL1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1352_STAMPING: H 974 1947
 BL1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1352+STABILITY: SURFACE MOTION
 BL1352
 BL1352  HISTORY     - Date     Condition        Report By
 BL1352  HISTORY     - 1947     MONUMENTED       CGS
 BL1352  HISTORY     - 1959     GOOD             USGS
 BL1352
 BL1352                          STATION DESCRIPTION
 BL1352
 BL1352'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 BL1352'17.4 MI NW FROM FOSTORIA.
 BL1352'0.2 MILE SOUTH AND 9.2 MILES EAST ALONG A PAVED ROAD FROM THE POST
 BL1352'OFFICE AT WILLIS, TO THE BRIDGE OVER PEACH CREEK, THENCE 1.2 MILES
 BL1352'EAST ALONG A GRAVEL ROAD, AT A ROAD INTERSECTION, 0.35 MILE EAST OF
 BL1352'CHINA GROVE BAPTIST CHURCH, 75 FEET WEST OF THE CENTERLINE OF THE ROAD
 BL1352'LEADING NORTH, 36.2 FEET NORTH OF AND LEVEL WITH THE CENTER OF THE
 BL1352'EAST-WEST ROAD, 2.0 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF
 BL1352'A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1381 ***********************************************************************
 BL1381  DESIGNATION -  H 975
 BL1381  PID         -  BL1381
 BL1381  STATE/COUNTY-  TX/MONTGOMERY
 BL1381  USGS QUAD   -  CUT AND SHOOT (1997)
 BL1381
 BL1381                         *CURRENT SURVEY CONTROL
 BL1381  ___________________________________________________________________
 BL1381* NAD 83(1986)-  30 21 18.     (N)    095 20 15.     (W)     SCALED    
 BL1381* NAVD 88     -        62.45   (+/-2cm)     204.9    (feet)  VERTCON   
 BL1381  ___________________________________________________________________
 BL1381  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1381
 BL1381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1381
 BL1381.The horizontal coordinates were scaled from a topographic map and have
 BL1381.an estimated accuracy of +/- 6 seconds.
 BL1381
 BL1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1381.The vertical order pertains to the NGVD 29 superseded value.
 BL1381
 BL1381.The geoid height was determined by GEOID03.
 BL1381
 BL1381;                    North         East    Units  Estimated Accuracy
 BL1381;SPC TX C     - 3,087,090.    1,180,120.      MT  (+/- 180 meters Scaled)
 BL1381
 BL1381                          SUPERSEDED SURVEY CONTROL
 BL1381
 BL1381  NGVD 29 (??/??/92)   62.459  (m)          204.92   (f) ADJ UNCH    2 0
 BL1381
 BL1381.Superseded values are not recommended for survey control.
 BL1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1381.See file dsdata.txt to determine how the superseded data were derived.
 BL1381
 BL1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP753604(NAD 83)
 BL1381_MARKER: DB = BENCH MARK DISK
 BL1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1381_STAMPING: H 975 1947
 BL1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1381+STABILITY: SURFACE MOTION
 BL1381
 BL1381  HISTORY     - Date     Condition        Report By
 BL1381  HISTORY     - 1947     MONUMENTED       CGS
 BL1381
 BL1381                          STATION DESCRIPTION
 BL1381
 BL1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1381'9.1 MI NE FROM CONROE.
 BL1381'7.2 MILES EAST ALONG STATE HIGHWAY NO.105 FROM THE COURT HOUSE AT
 BL1381'CONROE, THENCE 0.7 MILE NORTHWEST, 0.5 MILE NORTHEAST AND 0.7 MILE
 BL1381'NORTH ALONG GRAVEL ROAD, 245.0 FEET NORTH OF THE CENTER OF THE EAST
 BL1381'END OF A 1-FOOT CONCRETE PIPE CULVERT UNDER THE ROAD, 161.0 FEET SOUTH
 BL1381'SOUTHEAST OF A GUYWIRE BRACED POWER LINE POLE WHICH IS ON THE WEST
 BL1381'SIDE OF THE ROAD, 150.0 FEET SOUTH OF A POINT IN LINE WITH THE SOUTH
 BL1381'WALL OF A FRAME FARM HOUSE, 29.0 FEET EAST OF THE CENTER OF THE ROAD,
 BL1381'1.5 FOOT SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE
 BL1381'SAME ELEVATION AS THE ROAD AND ABOUT FLUSH WITH THE SURFACE OF THE
 BL1381'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0952 ***********************************************************************
 BL0952  DESIGNATION -  H 976
 BL0952  PID         -  BL0952
 BL0952  STATE/COUNTY-  TX/WALKER
 BL0952  USGS QUAD   -  RIVERSIDE (1997)
 BL0952
 BL0952                         *CURRENT SURVEY CONTROL
 BL0952  ___________________________________________________________________
 BL0952* NAD 83(1986)-  30 50 25.     (N)    095 23 36.     (W)     SCALED    
 BL0952* NAVD 88     -        50.57   (+/-2cm)     165.9    (feet)  VERTCON   
 BL0952  ___________________________________________________________________
 BL0952  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL0952
 BL0952  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0952
 BL0952.The horizontal coordinates were scaled from a topographic map and have
 BL0952.an estimated accuracy of +/- 6 seconds.
 BL0952
 BL0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0952.The vertical order pertains to the NGVD 29 superseded value.
 BL0952
 BL0952.The geoid height was determined by GEOID03.
 BL0952
 BL0952;                    North         East    Units  Estimated Accuracy
 BL0952;SPC TX C     - 3,140,590.    1,172,370.      MT  (+/- 180 meters Scaled)
 BL0952
 BL0952                          SUPERSEDED SURVEY CONTROL
 BL0952
 BL0952  NGVD 29 (??/??/92)   50.576  (m)          165.93   (f) ADJ UNCH    2 0
 BL0952
 BL0952.Superseded values are not recommended for survey control.
 BL0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0952.See file dsdata.txt to determine how the superseded data were derived.
 BL0952
 BL0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ711143(NAD 83)
 BL0952_MARKER: DB = BENCH MARK DISK
 BL0952_SETTING: 66 = SET IN ROCK OUTCROP
 BL0952_SP_SET: ROCK OUTCROP
 BL0952_STAMPING: H 976 1947
 BL0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL0952+STABILITY: POSITION/ELEVATION WELL
 BL0952
 BL0952  HISTORY     - Date     Condition        Report By
 BL0952  HISTORY     - 1947     MONUMENTED       CGS
 BL0952  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL0952  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0952
 BL0952                          STATION DESCRIPTION
 BL0952
 BL0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0952'1 MI SE FROM RIVERSIDE.
 BL0952'0.4 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD STATION AT
 BL0952'RIVERSIDE, THENCE 0.6 MILE SOUTHEAST ALONG A GRADED DIRT ROAD, 175.0
 BL0952'FEET NORTHWEST OF A RAILROAD CROSSING, 37.0 FEET NORTHEAST OF AND 3.0
 BL0952'FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 15.0 FEET SOUTH OF A
 BL0952'FENCE CORNER, 8.0 FEET NORTHWEST OF A 10 INCH TRIANGULAR BLAZED OAK
 BL0952'TREE, SET IN THE TOP OF AN OUTCROP OF SOLID ROCK.
 BL0952
 BL0952                          STATION RECOVERY (1973)
 BL0952
 BL0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL0952'MARK NOT FOUND.
 BL0952
 BL0952                          STATION RECOVERY (1996)
 BL0952
 BL0952'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0851 ***********************************************************************
 BL0851  DESIGNATION -  H 977
 BL0851  PID         -  BL0851
 BL0851  STATE/COUNTY-  TX/WALKER
 BL0851  USGS QUAD   -  TRINITY WEST (1972)
 BL0851
 BL0851                         *CURRENT SURVEY CONTROL
 BL0851  ___________________________________________________________________
 BL0851* NAD 83(1986)-  30 57 56.     (N)    095 28 09.     (W)     SCALED    
 BL0851* NAVD 88     -        65.93   (+/-2cm)     216.3    (feet)  VERTCON   
 BL0851  ___________________________________________________________________
 BL0851  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL0851
 BL0851  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0851
 BL0851.The horizontal coordinates were scaled from a topographic map and have
 BL0851.an estimated accuracy of +/- 6 seconds.
 BL0851
 BL0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0851.The vertical order pertains to the NGVD 29 superseded value.
 BL0851
 BL0851.The geoid height was determined by GEOID03.
 BL0851
 BL0851;                    North         East    Units  Estimated Accuracy
 BL0851;SPC TX C     - 3,154,150.    1,164,510.      MT  (+/- 180 meters Scaled)
 BL0851
 BL0851                          SUPERSEDED SURVEY CONTROL
 BL0851
 BL0851  NGVD 29 (??/??/92)   65.931  (m)          216.31   (f) ADJ UNCH    2 0
 BL0851
 BL0851.Superseded values are not recommended for survey control.
 BL0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0851.See file dsdata.txt to determine how the superseded data were derived.
 BL0851
 BL0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ641284(NAD 83)
 BL0851_MARKER: DB = BENCH MARK DISK
 BL0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0851_STAMPING: H 977 1947
 BL0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0851+STABILITY: SURFACE MOTION
 BL0851
 BL0851  HISTORY     - Date     Condition        Report By
 BL0851  HISTORY     - 1947     MONUMENTED       CGS
 BL0851
 BL0851                          STATION DESCRIPTION
 BL0851
 BL0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0851'6.1 MI W FROM TRINITY.
 BL0851'6.1 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL0851'TRINITY, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH TOWARD THE
 BL0851'SETTLEMENT OF PINEY WOODS, 74.0 FEET SOUTHWEST OF THE INTERSECTION OF
 BL0851'THE CENTER LINES OF THE TWO ROADS, 41.0 FEET SOUTH OF THE CENTER OF
 BL0851'THE EAST-WEST ROAD, 1.5 FOOT WEST OF A REFERENCE POST, 1.3 FOOT NORTH
 BL0851'OF THE SOUTH RIGHT OF WAY FENCE, ALSO 1.45 MILE EAST OF A WOODEN
 BL0851'BRIDGE OVER DILLARD CREEK, SET IN A CONCRETE POST ABOUT THE SAME
 BL0851'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0852 ***********************************************************************
 BL0852  DESIGNATION -  H 977 RESET
 BL0852  PID         -  BL0852
 BL0852  STATE/COUNTY-  TX/WALKER
 BL0852  USGS QUAD   -  TRINITY WEST (1972)
 BL0852
 BL0852                         *CURRENT SURVEY CONTROL
 BL0852  ___________________________________________________________________
 BL0852* NAD 83(1986)-  30 57 56.     (N)    095 28 09.     (W)     SCALED    
 BL0852* NAVD 88     -        65.77   (+/-2cm)     215.8    (feet)  VERTCON   
 BL0852  ___________________________________________________________________
 BL0852  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL0852
 BL0852  VERT ORDER  -  THIRD (See Below)
 BL0852
 BL0852.The horizontal coordinates were scaled from a topographic map and have
 BL0852.an estimated accuracy of +/- 6 seconds.
 BL0852
 BL0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0852.The vertical order pertains to the NGVD 29 superseded value.
 BL0852
 BL0852.The geoid height was determined by GEOID03.
 BL0852
 BL0852;                    North         East    Units  Estimated Accuracy
 BL0852;SPC TX C     - 3,154,150.    1,164,510.      MT  (+/- 180 meters Scaled)
 BL0852
 BL0852                          SUPERSEDED SURVEY CONTROL
 BL0852
 BL0852  NGVD 29 (01/29/03)   65.77   (m)          215.8    (f) RESET       3  
 BL0852
 BL0852.Superseded values are not recommended for survey control.
 BL0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0852.See file dsdata.txt to determine how the superseded data were derived.
 BL0852
 BL0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ641284(NAD 83)
 BL0852_MARKER: DB = BENCH MARK DISK
 BL0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0852_STAMPING: H 977 1947 RESET
 BL0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0852+STABILITY: SURFACE MOTION
 BL0852
 BL0852  HISTORY     - Date     Condition        Report By
 BL0852  HISTORY     - 1962     MONUMENTED       USGS
 BL0852
 BL0852                          STATION DESCRIPTION
 BL0852
 BL0852'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BL0852'6.1 MI W FROM TRINITY.
 BL0852'6.1 MILES WEST ALONG TEXAS FARM TO MARKET ROAD NO. 230 FROM THE POST
 BL0852'OFFICE AT TRINITY, AT THE JUNCTION OF A DIRT ROAD NORTH TOWARD THE
 BL0852'PINEY WOODS LOOKOUT TOWER, ABOUT 49 FEET SOUTH OF PLANNED HIGHWAY NO.
 BL0852'230.  46 FEET WEST OF POWER POLE AT ANGLE IN LINE, AND DIRECTLY UNDER
 BL0852'POWER LINE.  29 FEET NORTHEAST OF 24 INCH PINE TREE.  1 FOOT NORTH OF
 BL0852'SOUTH ROW FENCE.  SET IN A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1453 ***********************************************************************
 BY1453  DESIGNATION -  H 978
 BY1453  PID         -  BY1453
 BY1453  STATE/COUNTY-  TX/HOUSTON
 BY1453  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1453
 BY1453                         *CURRENT SURVEY CONTROL
 BY1453  ___________________________________________________________________
 BY1453* NAD 83(1986)-  31 01 58.     (N)    095 29 27.     (W)     SCALED    
 BY1453* NAVD 88     -        93.53   (+/-2cm)     306.9    (feet)  VERTCON   
 BY1453  ___________________________________________________________________
 BY1453  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1453
 BY1453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1453
 BY1453.The horizontal coordinates were scaled from a topographic map and have
 BY1453.an estimated accuracy of +/- 6 seconds.
 BY1453
 BY1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1453.The vertical order pertains to the NGVD 29 superseded value.
 BY1453
 BY1453.The geoid height was determined by GEOID03.
 BY1453
 BY1453;                    North         East    Units  Estimated Accuracy
 BY1453;SPC TX C     - 3,161,500.    1,162,120.      MT  (+/- 180 meters Scaled)
 BY1453
 BY1453                          SUPERSEDED SURVEY CONTROL
 BY1453
 BY1453  NGVD 29 (??/??/92)   93.531  (m)          306.86   (f) ADJ UNCH    2 0
 BY1453
 BY1453.Superseded values are not recommended for survey control.
 BY1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1453.See file dsdata.txt to determine how the superseded data were derived.
 BY1453
 BY1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ622359(NAD 83)
 BY1453_MARKER: DB = BENCH MARK DISK
 BY1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1453_STAMPING: H 978 1947
 BY1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1453+STABILITY: SURFACE MOTION
 BY1453
 BY1453  HISTORY     - Date     Condition        Report By
 BY1453  HISTORY     - 1947     MONUMENTED       CGS
 BY1453
 BY1453                          STATION DESCRIPTION
 BY1453
 BY1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1453'5.25 MI E FROM WELDON.
 BY1453'0.3 MILE SOUTH AND 4.95 MILES EAST ALONG DIRT ROADS FROM THE WELDON
 BY1453'HIGH SCHOOL AT WELDON, AT THE TOP OF A STEEP PROMINENT HILL (HUFFMAN
 BY1453'HILL), DIRECTLY ACROSS THE ROAD FROM L.W. HUFFMANS FARM HOUSE, 22.0
 BY1453'FEET NORTHWEST OF THE CENTER OF THE ROAD, 15.5 FEET NORTHEAST OF AN
 BY1453'18-INCH OAK TREE, 7.0 FEET SOUTHWEST OF A TELEPHONE POLE, 2.8 FEET
 BY1453'SOUTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 BY1453'ELEVATION AS THE ROAD AND PROJECTING 0.3 FOOT, ALSO 0.4 MILE EAST OF A
 BY1453'WOODEN BRIDGE OVER DILLARD CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2002 ***********************************************************************
 BY2002  DESIGNATION -  H 979
 BY2002  PID         -  BY2002
 BY2002  STATE/COUNTY-  TX/HOUSTON
 BY2002  USGS QUAD   -  WELDON (1972)
 BY2002
 BY2002                         *CURRENT SURVEY CONTROL
 BY2002  ___________________________________________________________________
 BY2002* NAD 83(1986)-  31 04 56.     (N)    095 33 46.     (W)     SCALED    
 BY2002* NAVD 88     -        83.21   (+/-2cm)     273.0    (feet)  VERTCON   
 BY2002  ___________________________________________________________________
 BY2002  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY2002
 BY2002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2002
 BY2002.The horizontal coordinates were scaled from a topographic map and have
 BY2002.an estimated accuracy of +/- 6 seconds.
 BY2002
 BY2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2002.The vertical order pertains to the NGVD 29 superseded value.
 BY2002
 BY2002.The geoid height was determined by GEOID03.
 BY2002
 BY2002;                    North         East    Units  Estimated Accuracy
 BY2002;SPC TX C     - 3,166,680.    1,155,020.      MT  (+/- 180 meters Scaled)
 BY2002
 BY2002                          SUPERSEDED SURVEY CONTROL
 BY2002
 BY2002  NGVD 29 (??/??/92)   83.221  (m)          273.03   (f) ADJ UNCH    2 0
 BY2002
 BY2002.Superseded values are not recommended for survey control.
 BY2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2002.See file dsdata.txt to determine how the superseded data were derived.
 BY2002
 BY2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ555415(NAD 83)
 BY2002_MARKER: DB = BENCH MARK DISK
 BY2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2002_STAMPING: H 979 1947
 BY2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2002+STABILITY: SURFACE MOTION
 BY2002
 BY2002  HISTORY     - Date     Condition        Report By
 BY2002  HISTORY     - 1947     MONUMENTED       CGS
 BY2002
 BY2002                          STATION DESCRIPTION
 BY2002
 BY2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2002'6.75 MI SW FROM POST OAK.
 BY2002'TO REACH FROM THE PEARSONS CHAPEL SCHOOL AT POST OAK, PROCEED 5.2
 BY2002'MILES SOUTH ALONG A DIRT ROAD TO THE JUNCTION OF A DIRT CROSS ROAD AND
 BY2002'A DIRT ROAD LEADING WEST (0.4 MILE SOUTHWEST OF CENTER HILL SCHOOL),
 BY2002'THENCE 1.55 MILE WEST ALONG A DIRT ROAD, BENCH MARK IS 90.0 FEET EAST
 BY2002'OF THE CENTER OF A CURVE IN THE ROAD, 69.0 FEET WEST OF THE FENCE
 BY2002'CORNER POST AT THE SOUTHWEST CORNER OF A FIELD, 32.0 FEET NORTH OF THE
 BY2002'CENTER OF THE ROAD, 19.0 FEET WEST OF A 2-FOOT OAK TREE, 2.5 FEET EAST
 BY2002'OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 1 FOOT BELOW THE
 BY2002'ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1817 ***********************************************************************
 CS1817  DESIGNATION -  H 98
 CS1817  PID         -  CS1817
 CS1817  STATE/COUNTY-  TX/TARRANT
 CS1817  USGS QUAD   -  ARLINGTON (1981)
 CS1817
 CS1817                         *CURRENT SURVEY CONTROL
 CS1817  ___________________________________________________________________
 CS1817* NAD 83(1986)-  32 44 14.     (N)    097 06 58.     (W)     SCALED    
 CS1817* NAVD 88     -       192.393  (meters)     631.21   (feet)  ADJUSTED  
 CS1817  ___________________________________________________________________
 CS1817  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CS1817  DYNAMIC HT  -         192.169 (meters)     630.47  (feet)  COMP
 CS1817  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 CS1817
 CS1817  VERT ORDER  -  FIRST     CLASS II
 CS1817
 CS1817.The horizontal coordinates were scaled from a topographic map and have
 CS1817.an estimated accuracy of +/- 6 seconds.
 CS1817
 CS1817.The orthometric height was determined by differential leveling
 CS1817.and adjusted by the National Geodetic Survey in June 1991..
 CS1817.WARNING-Repeat measurements at this control monument indicate possible
 CS1817.vertical movement.
 CS1817
 CS1817.The geoid height was determined by GEOID03.
 CS1817
 CS1817.The dynamic height is computed by dividing the NAVD 88
 CS1817.geopotential number by the normal gravity value computed on the
 CS1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1817.degrees latitude (g = 980.6199 gals.).
 CS1817
 CS1817.The modeled gravity was interpolated from observed gravity values.
 CS1817
 CS1817;                    North         East    Units  Estimated Accuracy
 CS1817;SPC TXNC     - 2,119,570.      729,690.      MT  (+/- 180 meters Scaled)
 CS1817
 CS1817                          SUPERSEDED SURVEY CONTROL
 CS1817
 CS1817  NGVD 29 (??/??/92)  192.385  (m)          631.18   (f) ADJ UNCH    1 2
 CS1817
 CS1817.Superseded values are not recommended for survey control.
 CS1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1817.See file dsdata.txt to determine how the superseded data were derived.
 CS1817
 CS1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB765237(NAD 83)
 CS1817_MARKER: DB = BENCH MARK DISK
 CS1817_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CS1817+WITH SETTING: PAVEMENT
 CS1817_SP_SET: TOWER FOUNDATION
 CS1817_STAMPING: H 98 1951
 CS1817_MARK LOGO: CGS   
 CS1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1817+STABILITY: SURFACE MOTION
 CS1817
 CS1817  HISTORY     - Date     Condition        Report By
 CS1817  HISTORY     - 1951     MONUMENTED       CGS
 CS1817  HISTORY     - 1980     GOOD             LOCSUR
 CS1817  HISTORY     - 1986     GOOD             NGS
 CS1817  HISTORY     - 1990     GOOD             USPSQD
 CS1817  HISTORY     - 19960921 GOOD             USPSQD
 CS1817
 CS1817                          STATION DESCRIPTION
 CS1817
 CS1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS1817'0.5 MI W FROM ARLINGTON.
 CS1817'0.5 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CS1817'ARLINGTON, DIRECTLY NORTH OF THE CITY WATER TANK, 6 FEET SOUTH OF THE
 CS1817'SOUTH RAIL OF THE SOUTH TRACK, 1.2 FEET ABOVE THE GROUND, SET IN THE
 CS1817'TOP OF THE NORTHWEST CORNER OF THE SOUTHWEST FOUNDATION OF A BLOCK
 CS1817'SIGNAL.
 CS1817
 CS1817                          STATION RECOVERY (1980)
 CS1817
 CS1817'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CS1817'WATER TOWER IS GONE SITE IS NOW THE POLICE STATION.
 CS1817
 CS1817                          STATION RECOVERY (1986)
 CS1817
 CS1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1817'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 CS1817'ARLINGTON, AT THE INTERSECTION OF COPPER STREET AND THE MISSOURI
 CS1817'PACIFIC RAILROAD, IN THE NORTHWEST CORNER OF THE WEST CONCRETE
 CS1817'FOUNDATION OF THE SOUTH LEG OF A SIGNAL TOWER, 154.2 M (505.9 FT) WEST
 CS1817'OF THE CENTERLINE OF THE STREET, AND 1.9 M (6.2 FT) SOUTH OF THE NEAR
 CS1817'RAIL.
 CS1817'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CS1817
 CS1817                          STATION RECOVERY (1990)
 CS1817
 CS1817'RECOVERY NOTE BY US POWER SQUADRON 1990 (GF)
 CS1817'RECOVERED IN GOOD CONDITION.
 CS1817
 CS1817                          STATION RECOVERY (1996)
 CS1817
 CS1817'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1336 ***********************************************************************
 BL1336  DESIGNATION -  H 980
 BL1336  PID         -  BL1336
 BL1336  STATE/COUNTY-  TX/SAN JACINTO
 BL1336  USGS QUAD   -  BEAR CREEK (1976)
 BL1336
 BL1336                         *CURRENT SURVEY CONTROL
 BL1336  ___________________________________________________________________
 BL1336* NAD 83(1986)-  30 29 34.     (N)    095 10 10.     (W)     SCALED    
 BL1336* NAVD 88     -        54.91   (+/-2cm)     180.2    (feet)  VERTCON   
 BL1336  ___________________________________________________________________
 BL1336  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1336
 BL1336  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1336
 BL1336.The horizontal coordinates were scaled from a topographic map and have
 BL1336.an estimated accuracy of +/- 6 seconds.
 BL1336
 BL1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1336.The vertical order pertains to the NGVD 29 superseded value.
 BL1336
 BL1336.The geoid height was determined by GEOID03.
 BL1336
 BL1336;                    North         East    Units  Estimated Accuracy
 BL1336;SPC TX C     - 3,103,080.    1,195,550.      MT  (+/- 180 meters Scaled)
 BL1336
 BL1336                          SUPERSEDED SURVEY CONTROL
 BL1336
 BL1336  NGVD 29 (??/??/92)   54.917  (m)          180.17   (f) ADJ UNCH    2 0
 BL1336
 BL1336.Superseded values are not recommended for survey control.
 BL1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1336.See file dsdata.txt to determine how the superseded data were derived.
 BL1336
 BL1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP917753(NAD 83)
 BL1336_MARKER: DB = BENCH MARK DISK
 BL1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1336_STAMPING: H 980 1947
 BL1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1336+STABILITY: SURFACE MOTION
 BL1336
 BL1336  HISTORY     - Date     Condition        Report By
 BL1336  HISTORY     - 1947     MONUMENTED       CGS
 BL1336
 BL1336                          STATION DESCRIPTION
 BL1336
 BL1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1336'8.3 MI SE FROM EVERGREEN.
 BL1336'6.3 MILES SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215 FROM THE
 BL1336'POST OFFICE AT EVERGREEN, THENCE 0.7 MILE NORTHEAST ALONG A DIRT ROAD,
 BL1336'THENCE 0.6 MILE NORTH ALONG A DIRT ROAD, THENCE 0.7 MILE EAST ALONG A
 BL1336'DIRT ROAD, 163.5 FEET EAST OF THE NORTHEAST CORNER OF A WOODEN
 BL1336'CULVERT, 36.0 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1336'ROAD, 20.5 FEET SOUTHEAST OF A 22 INCH OAK TREE, 17.3 FEET NORTHWEST
 BL1336'OF A 24 INCH OAK TREE, 4.0 FEET SOUTHWEST OF A FENCE, 1.8 FEET WEST OF
 BL1336'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 BL1336'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1123 ***********************************************************************
 BL1123  DESIGNATION -  H 981
 BL1123  PID         -  BL1123
 BL1123  STATE/COUNTY-  TX/SAN JACINTO
 BL1123  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1123
 BL1123                         *CURRENT SURVEY CONTROL
 BL1123  ___________________________________________________________________
 BL1123* NAD 83(1986)-  30 38 31.     (N)    095 11 39.     (W)     SCALED    
 BL1123* NAVD 88     -        87.61   (+/-2cm)     287.4    (feet)  VERTCON   
 BL1123  ___________________________________________________________________
 BL1123  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL1123
 BL1123  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1123
 BL1123.The horizontal coordinates were scaled from a topographic map and have
 BL1123.an estimated accuracy of +/- 6 seconds.
 BL1123
 BL1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1123.The vertical order pertains to the NGVD 29 superseded value.
 BL1123
 BL1123.The geoid height was determined by GEOID03.
 BL1123
 BL1123;                    North         East    Units  Estimated Accuracy
 BL1123;SPC TX C     - 3,119,490.    1,192,410.      MT  (+/- 180 meters Scaled)
 BL1123
 BL1123                          SUPERSEDED SURVEY CONTROL
 BL1123
 BL1123  NGVD 29 (??/??/92)   87.619  (m)          287.46   (f) ADJ UNCH    2 0
 BL1123
 BL1123.Superseded values are not recommended for survey control.
 BL1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1123.See file dsdata.txt to determine how the superseded data were derived.
 BL1123
 BL1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP897919(NAD 83)
 BL1123_MARKER: DB = BENCH MARK DISK
 BL1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1123_STAMPING: H 981 1947
 BL1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1123+STABILITY: SURFACE MOTION
 BL1123
 BL1123  HISTORY     - Date     Condition        Report By
 BL1123  HISTORY     - 1947     MONUMENTED       CGS
 BL1123
 BL1123                          STATION DESCRIPTION
 BL1123
 BL1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1123'5.4 MI NW FROM COLDSPRING.
 BL1123'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1123'COLDSPRING, THENCE 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 156, 41.0
 BL1123'FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 35.0
 BL1123'FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTHWEST,
 BL1123'11.1 FEET NORTHWEST OF AN 8-INCH SWEETGUM TREE, 1.9 FEET SOUTH OF A
 BL1123'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 BL1123'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1014 ***********************************************************************
 BL1014  DESIGNATION -  H 982
 BL1014  PID         -  BL1014
 BL1014  STATE/COUNTY-  TX/WALKER
 BL1014  USGS QUAD   -  PHELPS (1976)
 BL1014
 BL1014                         *CURRENT SURVEY CONTROL
 BL1014  ___________________________________________________________________
 BL1014* NAD 83(1986)-  30 41 25.     (N)    095 24 33.     (W)     SCALED    
 BL1014* NAVD 88     -       116.98   (+/-2cm)     383.8    (feet)  VERTCON   
 BL1014  ___________________________________________________________________
 BL1014  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BL1014
 BL1014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1014
 BL1014.The horizontal coordinates were scaled from a topographic map and have
 BL1014.an estimated accuracy of +/- 6 seconds.
 BL1014
 BL1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1014.The vertical order pertains to the NGVD 29 superseded value.
 BL1014
 BL1014.The geoid height was determined by GEOID03.
 BL1014
 BL1014;                    North         East    Units  Estimated Accuracy
 BL1014;SPC TX C     - 3,123,910.    1,171,590.      MT  (+/- 180 meters Scaled)
 BL1014
 BL1014                          SUPERSEDED SURVEY CONTROL
 BL1014
 BL1014  NGVD 29 (??/??/92)  116.985  (m)          383.81   (f) ADJ UNCH    2 0
 BL1014
 BL1014.Superseded values are not recommended for survey control.
 BL1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1014.See file dsdata.txt to determine how the superseded data were derived.
 BL1014
 BL1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP692977(NAD 83)
 BL1014_MARKER: DB = BENCH MARK DISK
 BL1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1014_STAMPING: H 982 1947
 BL1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1014+STABILITY: SURFACE MOTION
 BL1014
 BL1014  HISTORY     - Date     Condition        Report By
 BL1014  HISTORY     - 1947     MONUMENTED       CGS
 BL1014
 BL1014                          STATION DESCRIPTION
 BL1014
 BL1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1014'2.3 MI E FROM PHELPS.
 BL1014'1.6 MILES EAST ALONG A GRADED DIRT ROAD FROM THE INTERNATIONAL AND
 BL1014'GREAT NORTHERN RAILROAD STATION AT PHELPS, TO A ROAD FORKS, THENCE 0.7
 BL1014'MILE EAST ALONG THE RIGHT FORK OF THE DIRT ROAD, 51.8 FEET SOUTH OF A
 BL1014'FENCE, 34.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN
 BL1014'CULVERT, 31.0 FEET EAST OF A 24 INCH GUM TREE, 31.0 FEET NORTHWEST OF
 BL1014'A 16 INCH PINE TREE, 21.0 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE
 BL1014'OF THE ROAD, 3.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BL1014'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1722 ***********************************************************************
 BL1722  DESIGNATION -  H 983
 BL1722  PID         -  BL1722
 BL1722  STATE/COUNTY-  TX/MADISON
 BL1722  USGS QUAD   -  CONNOR (1962)
 BL1722
 BL1722                         *CURRENT SURVEY CONTROL
 BL1722  ___________________________________________________________________
 BL1722* NAD 83(1986)-  30 57 09.     (N)    095 47 58.     (W)     SCALED    
 BL1722* NAVD 88     -        81.06   (+/-2cm)     265.9    (feet)  VERTCON   
 BL1722  ___________________________________________________________________
 BL1722  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BL1722
 BL1722  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1722
 BL1722.The horizontal coordinates were scaled from a topographic map and have
 BL1722.an estimated accuracy of +/- 6 seconds.
 BL1722
 BL1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1722.The vertical order pertains to the NGVD 29 superseded value.
 BL1722
 BL1722.The geoid height was determined by GEOID03.
 BL1722
 BL1722;                    North         East    Units  Estimated Accuracy
 BL1722;SPC TX C     - 3,151,370.    1,133,050.      MT  (+/- 180 meters Scaled)
 BL1722
 BL1722                          SUPERSEDED SURVEY CONTROL
 BL1722
 BL1722  NGVD 29 (??/??/92)   81.052  (m)          265.92   (f) ADJ UNCH    2 0
 BL1722
 BL1722.Superseded values are not recommended for survey control.
 BL1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1722.See file dsdata.txt to determine how the superseded data were derived.
 BL1722
 BL1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ325277(NAD 83)
 BL1722_MARKER: DB = BENCH MARK DISK
 BL1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1722_STAMPING: H 983 1947
 BL1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1722+STABILITY: SURFACE MOTION
 BL1722
 BL1722  HISTORY     - Date     Condition        Report By
 BL1722  HISTORY     - 1947     MONUMENTED       CGS
 BL1722
 BL1722                          STATION DESCRIPTION
 BL1722
 BL1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1722'10.05 MI E FROM MADISONVILLE.
 BL1722'TO REACH FROM THE MADISONVILLE HIGH SCHOOL AT MADISONVILLE, PROCEED
 BL1722'6.4 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75, THENCE 3.65 MILES EAST
 BL1722'AND NORTH ALONG A DIRT ROAD, BENCH MARK IS ON THE PUTSIDE OF A CURVE
 BL1722'AND AT THE JUNCTION OF A SMALL DIRT ROAD LEADING EAST, 48.5 FEET
 BL1722'SOUTHEAST OF AND ACROSS THE MAIN ROAD FROM A 2 1/2-FOOT OAK TREE, 36.0
 BL1722'FEET SOUTH OF THE CENTER OF THE CENTER OF THE SMALL DIRT ROAD LEADING
 BL1722'EAST, 24.0 FEET EAST OF THE CENTER OF THE MAIN ROAD, 3.3 FEET NORTH OF
 BL1722'A REFERENCE POST, 2.4 FEET EAST OF THE EAST RIGHT OF WAY FENCE, SET IN
 BL1722'A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1745 ***********************************************************************
 BL1745  DESIGNATION -  H 984
 BL1745  PID         -  BL1745
 BL1745  STATE/COUNTY-  TX/WALKER
 BL1745  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1745
 BL1745                         *CURRENT SURVEY CONTROL
 BL1745  ___________________________________________________________________
 BL1745* NAD 83(1986)-  30 52 23.     (N)    095 34 28.     (W)     SCALED    
 BL1745* NAVD 88     -        74.19   (+/-2cm)     243.4    (feet)  VERTCON   
 BL1745  ___________________________________________________________________
 BL1745  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BL1745
 BL1745  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1745
 BL1745.The horizontal coordinates were scaled from a topographic map and have
 BL1745.an estimated accuracy of +/- 6 seconds.
 BL1745
 BL1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1745.The vertical order pertains to the NGVD 29 superseded value.
 BL1745
 BL1745.The geoid height was determined by GEOID03.
 BL1745
 BL1745;                    North         East    Units  Estimated Accuracy
 BL1745;SPC TX C     - 3,143,470.    1,154,900.      MT  (+/- 180 meters Scaled)
 BL1745
 BL1745                          SUPERSEDED SURVEY CONTROL
 BL1745
 BL1745  NGVD 29 (??/??/92)   74.195  (m)          243.42   (f) ADJ UNCH    2 0
 BL1745
 BL1745.Superseded values are not recommended for survey control.
 BL1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1745.See file dsdata.txt to determine how the superseded data were derived.
 BL1745
 BL1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ538183(NAD 83)
 BL1745_MARKER: DB = BENCH MARK DISK
 BL1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1745_STAMPING: H 984 1947
 BL1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1745+STABILITY: SURFACE MOTION
 BL1745
 BL1745  HISTORY     - Date     Condition        Report By
 BL1745  HISTORY     - 1947     MONUMENTED       CGS
 BL1745  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1745
 BL1745                          STATION DESCRIPTION
 BL1745
 BL1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1745'13.9 MI NW FROM HUNTSVILLE.
 BL1745'10.1 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1745'AT HUNTSVILLE, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE 3.5
 BL1745'MILES NORTHEAST ALONG AN OLD DIRT ROAD, AT THE JUNCTION OF ANOTHER OLD
 BL1745'DIRT ROAD LEADING NORTH TO THE BANK OF THE TRINITY RIVER, 34 FEET WEST
 BL1745'OF THE INTERSECTION OF THE CENTER LINES OF THE TWO ROADS, 25 FEET
 BL1745'NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 3.2 FEET SOUTHWEST OF A
 BL1745'4X4 MARKER POST, SET IN A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 BL1745'THE GROUND.
 BL1745
 BL1745                          STATION RECOVERY (1996)
 BL1745
 BL1745'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1046 ***********************************************************************
 BL1046  DESIGNATION -  H 985
 BL1046  PID         -  BL1046
 BL1046  STATE/COUNTY-  TX/SAN JACINTO
 BL1046  USGS QUAD   -  MAYNARD (1997)
 BL1046
 BL1046                         *CURRENT SURVEY CONTROL
 BL1046  ___________________________________________________________________
 BL1046* NAD 83(1986)-  30 33 25.     (N)    095 15 17.     (W)     SCALED    
 BL1046* NAVD 88     -        86.85   (+/-2cm)     284.9    (feet)  VERTCON   
 BL1046  ___________________________________________________________________
 BL1046  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL1046
 BL1046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1046
 BL1046.The horizontal coordinates were scaled from a topographic map and have
 BL1046.an estimated accuracy of +/- 6 seconds.
 BL1046
 BL1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1046.The vertical order pertains to the NGVD 29 superseded value.
 BL1046
 BL1046.The geoid height was determined by GEOID03.
 BL1046
 BL1046;                    North         East    Units  Estimated Accuracy
 BL1046;SPC TX C     - 3,109,810.    1,187,050.      MT  (+/- 180 meters Scaled)
 BL1046
 BL1046                          SUPERSEDED SURVEY CONTROL
 BL1046
 BL1046  NGVD 29 (??/??/92)   86.857  (m)          284.96   (f) ADJ UNCH    2 0
 BL1046
 BL1046.Superseded values are not recommended for survey control.
 BL1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1046.See file dsdata.txt to determine how the superseded data were derived.
 BL1046
 BL1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP837826(NAD 83)
 BL1046_MARKER: DB = BENCH MARK DISK
 BL1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1046_STAMPING: H 985 1947
 BL1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1046+STABILITY: SURFACE MOTION
 BL1046
 BL1046  HISTORY     - Date     Condition        Report By
 BL1046  HISTORY     - 1947     MONUMENTED       CGS
 BL1046
 BL1046                          STATION DESCRIPTION
 BL1046
 BL1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1046'1.0 MI SW FROM EVERGREEN.
 BL1046'1.0 MILE SOUTHWEST ALONG TEXAS STATE HIGHWAY 150 FROM THE POST OFFICE
 BL1046'AT EVERGREEN, 100.0 FEET NORTHEAST OF THE NORTHEAST END OF A GATE,
 BL1046'97.0 FEET SOUTHWEST OF A FENCE CORNER, 51.0 FEET NORTHWEST OF AND 2
 BL1046'FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, 40.0 FEET WEST OF A
 BL1046'16-INCH SWEET GUM TREE, 2.8 FEET SOUTHEAST OF A FENCE, 1.7 FEET EAST
 BL1046'OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL1046'2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1060 ***********************************************************************
 BL1060  DESIGNATION -  H 986
 BL1060  PID         -  BL1060
 BL1060  STATE/COUNTY-  TX/SAN JACINTO
 BL1060  USGS QUAD   -  CAMILLA (1997)
 BL1060
 BL1060                         *CURRENT SURVEY CONTROL
 BL1060  ___________________________________________________________________
 BL1060* NAD 83(1986)-  30 36 55.     (N)    095 07 09.     (W)     SCALED    
 BL1060* NAVD 88     -        69.69   (+/-2cm)     228.6    (feet)  VERTCON   
 BL1060  ___________________________________________________________________
 BL1060  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1060
 BL1060  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1060
 BL1060.The horizontal coordinates were scaled from a topographic map and have
 BL1060.an estimated accuracy of +/- 6 seconds.
 BL1060
 BL1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1060.The vertical order pertains to the NGVD 29 superseded value.
 BL1060
 BL1060.The geoid height was determined by GEOID03.
 BL1060
 BL1060;                    North         East    Units  Estimated Accuracy
 BL1060;SPC TX C     - 3,116,870.    1,199,730.      MT  (+/- 180 meters Scaled)
 BL1060
 BL1060                          SUPERSEDED SURVEY CONTROL
 BL1060
 BL1060  NGVD 29 (??/??/92)   69.697  (m)          228.66   (f) ADJ UNCH    2 0
 BL1060
 BL1060.Superseded values are not recommended for survey control.
 BL1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1060.See file dsdata.txt to determine how the superseded data were derived.
 BL1060
 BL1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP968888(NAD 83)
 BL1060_MARKER: DB = BENCH MARK DISK
 BL1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1060_STAMPING: H-986 1947
 BL1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1060+STABILITY: SURFACE MOTION
 BL1060
 BL1060  HISTORY     - Date     Condition        Report By
 BL1060  HISTORY     - 1947     MONUMENTED       CGS
 BL1060  HISTORY     - 1960     GOOD             USGS
 BL1060
 BL1060                          STATION DESCRIPTION
 BL1060
 BL1060'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BL1060'1.9 MI NE FROM COLDSPRING.
 BL1060'1.9 MILES NORTHEAST ALONG FARM ROAD 1514 FROM THE COURTHOUSE AT
 BL1060'COLDSPRING, 90.5 FT. SOUTHWEST OF A 20 INCH GUM TREE, 230 FT.
 BL1060'SOUTHEAST OF AND ABOUT 12 FT. LOWER THAN THE ROAD, 25.6 FT NORTH OF
 BL1060'THE WEST END OF A BOARD GATE AND FENCE CORNER, 1.5 FT. WEST OF A
 BL1060'FENCE, 1.5 FT. SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL1060'POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1774 ***********************************************************************
 BL1774  DESIGNATION -  H 987
 BL1774  PID         -  BL1774
 BL1774  STATE/COUNTY-  TX/WALKER
 BL1774  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1774
 BL1774                         *CURRENT SURVEY CONTROL
 BL1774  ___________________________________________________________________
 BL1774* NAD 83(1986)-  30 48 55.     (N)    095 33 15.     (W)     SCALED    
 BL1774* NAVD 88     -        73.95   (+/-2cm)     242.6    (feet)  VERTCON   
 BL1774  ___________________________________________________________________
 BL1774  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1774
 BL1774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1774
 BL1774.The horizontal coordinates were scaled from a topographic map and have
 BL1774.an estimated accuracy of +/- 6 seconds.
 BL1774
 BL1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1774.The vertical order pertains to the NGVD 29 superseded value.
 BL1774
 BL1774.The geoid height was determined by GEOID03.
 BL1774
 BL1774;                    North         East    Units  Estimated Accuracy
 BL1774;SPC TX C     - 3,137,150.    1,157,120.      MT  (+/- 180 meters Scaled)
 BL1774
 BL1774                          SUPERSEDED SURVEY CONTROL
 BL1774
 BL1774  NGVD 29 (??/??/92)   73.960  (m)          242.65   (f) ADJ UNCH    2 0
 BL1774
 BL1774.Superseded values are not recommended for survey control.
 BL1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1774.See file dsdata.txt to determine how the superseded data were derived.
 BL1774
 BL1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ556119(NAD 83)
 BL1774_MARKER: DB = BENCH MARK DISK
 BL1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1774_STAMPING: H 987 1947
 BL1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1774+STABILITY: SURFACE MOTION
 BL1774
 BL1774  HISTORY     - Date     Condition        Report By
 BL1774  HISTORY     - 1947     MONUMENTED       CGS
 BL1774  HISTORY     - 19960601 GOOD             USPSQD
 BL1774
 BL1774                          STATION DESCRIPTION
 BL1774
 BL1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1774'7.1 MI N FROM HUNTSVILLE.
 BL1774'5.4 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1774'AT HUNTSVILLE, THENCE 0.15 MILE EAST ALONG A DIRT ROAD, THENCE 0.5
 BL1774'MILE NORTH ALONG A DIRT ROAD, THENCE 0.75 MILE EAST ALONG A DIRT ROAD,
 BL1774'THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, AT A RIGHT ANGLE TURN IN THE
 BL1774'ROAD, 47 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 14 FEET WEST
 BL1774'OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 3 FEET NORTHEAST
 BL1774'OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL1774'6 INCHES ABOVE THE GROUND.
 BL1774
 BL1774                          STATION RECOVERY (1996)
 BL1774
 BL1774'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1438 ***********************************************************************
 BY1438  DESIGNATION -  H 988
 BY1438  PID         -  BY1438
 BY1438  STATE/COUNTY-  TX/HOUSTON
 BY1438  USGS QUAD   -  CROCKETT (1950)
 BY1438
 BY1438                         *CURRENT SURVEY CONTROL
 BY1438  ___________________________________________________________________
 BY1438* NAD 83(1986)-  31 17 47.     (N)    095 29 47.     (W)     SCALED    
 BY1438* NAVD 88     -       114.01   (+/-2cm)     374.0    (feet)  VERTCON   
 BY1438  ___________________________________________________________________
 BY1438  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1438
 BY1438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1438
 BY1438.The horizontal coordinates were scaled from a topographic map and have
 BY1438.an estimated accuracy of +/- 6 seconds.
 BY1438
 BY1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1438.The vertical order pertains to the NGVD 29 superseded value.
 BY1438
 BY1438.The geoid height was determined by GEOID03.
 BY1438
 BY1438;                    North         East    Units  Estimated Accuracy
 BY1438;SPC TX C     - 3,190,670.    1,160,320.      MT  (+/- 180 meters Scaled)
 BY1438
 BY1438                          SUPERSEDED SURVEY CONTROL
 BY1438
 BY1438  NGVD 29 (??/??/92)  113.991  (m)          373.99   (f) ADJ UNCH    2 0
 BY1438
 BY1438.Superseded values are not recommended for survey control.
 BY1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1438.See file dsdata.txt to determine how the superseded data were derived.
 BY1438
 BY1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ623651(NAD 83)
 BY1438_MARKER: DB = BENCH MARK DISK
 BY1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1438_STAMPING: H 988 1947
 BY1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1438+STABILITY: SURFACE MOTION
 BY1438
 BY1438  HISTORY     - Date     Condition        Report By
 BY1438  HISTORY     - 1947     MONUMENTED       CGS
 BY1438
 BY1438                          STATION DESCRIPTION
 BY1438
 BY1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1438'2.85 MI SW FROM CROCKETT.
 BY1438'2.85 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 21 FROM THE COURT HOUSE
 BY1438'AT CROCKETT, ON THE NORTHEAST SLOPE OF A HILL, 200 FEET NORTHEAST OF
 BY1438'THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTHWEST TO A FARM
 BY1438'HOUSE, 128 FEET NORTHEAST OF A POWER LINE POLE, 85 FEET NORTHEAST OF A
 BY1438'FENCE CORNER, 48 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4
 BY1438'FEET NORTHEAST OF A RED GRANITE MONUMENT, 3 FEET SOUTHWEST OF A 4X4
 BY1438'MARKER POST, SET IN A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 BY1438'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0429 ***********************************************************************
 BZ0429  DESIGNATION -  H 989
 BZ0429  PID         -  BZ0429
 BZ0429  STATE/COUNTY-  TX/LEON
 BZ0429  USGS QUAD   -  NORMANGEE (1982)
 BZ0429
 BZ0429                         *CURRENT SURVEY CONTROL
 BZ0429  ___________________________________________________________________
 BZ0429* NAD 83(1986)-  31 05 22.     (N)    096 07 27.     (W)     SCALED    
 BZ0429* NAVD 88     -       137.91   (+/-2cm)     452.5    (feet)  VERTCON   
 BZ0429  ___________________________________________________________________
 BZ0429  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BZ0429
 BZ0429  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0429
 BZ0429.The horizontal coordinates were scaled from a topographic map and have
 BZ0429.an estimated accuracy of +/- 6 seconds.
 BZ0429
 BZ0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0429.The vertical order pertains to the NGVD 29 superseded value.
 BZ0429
 BZ0429.The geoid height was determined by GEOID03.
 BZ0429
 BZ0429;                    North         East    Units  Estimated Accuracy
 BZ0429;SPC TX C     - 3,165,320.    1,101,480.      MT  (+/- 180 meters Scaled)
 BZ0429
 BZ0429                          SUPERSEDED SURVEY CONTROL
 BZ0429
 BZ0429  NGVD 29 (??/??/92)  137.878  (m)          452.35   (f) ADJ UNCH    2 0
 BZ0429
 BZ0429.Superseded values are not recommended for survey control.
 BZ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0429.See file dsdata.txt to determine how the superseded data were derived.
 BZ0429
 BZ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV743430(NAD 83)
 BZ0429_MARKER: DB = BENCH MARK DISK
 BZ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0429_STAMPING: H 989 1947
 BZ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0429+STABILITY: SURFACE MOTION
 BZ0429
 BZ0429  HISTORY     - Date     Condition        Report By
 BZ0429  HISTORY     - 1947     MONUMENTED       CGS
 BZ0429  HISTORY     - 1964     MARK NOT FOUND   USGS
 BZ0429
 BZ0429                          STATION DESCRIPTION
 BZ0429
 BZ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0429'4.4 MI S FROM FLYNN.
 BZ0429'ABOUT 4.4 MILES SOUTH ALONG THE BURLINGTON ROCK ISLAND RAILROAD FROM
 BZ0429'THE STATION AT FLYNN, ABOUT 4.5 MILES NORTH OF NORMANGEE, ABOUT 134
 BZ0429'YARDS SOUTHWEST OF THE NORTH END OF TRESTLE 164.08, ABOUT 117 YARDS
 BZ0429'WEST OF THE TRACK, 68.0 FEET EAST OF AND ABOUT 8.0 FEET LOWER THAN THE
 BZ0429'CENTER LINE OF AN ASPHALT ROAD PARALLELING THE TRACK, 47.0 FEET NORTH
 BZ0429'OF A TWIN OAK TREE, 2.0 FEET EAST OF A FENCE AND 1.0 FOOT SOUTH OF A 4
 BZ0429'X 4 IN. MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 BZ0429'WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 BZ0429
 BZ0429                          STATION RECOVERY (1964)
 BZ0429
 BZ0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BZ0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0390 ***********************************************************************
 BN0390  DESIGNATION -  H 99
 BN0390  PID         -  BN0390
 BN0390  STATE/COUNTY-  TX/KIMBLE
 BN0390  USGS QUAD   -  ELM SLOUGH (1987)
 BN0390
 BN0390                         *CURRENT SURVEY CONTROL
 BN0390  ___________________________________________________________________
 BN0390* NAD 83(1986)-  30 34 33.     (N)    099 51 35.     (W)     SCALED    
 BN0390* NAVD 88     -       560.545  (meters)    1839.05   (feet)  POSTED    
 BN0390  ___________________________________________________________________
 BN0390  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 BN0390  DYNAMIC HT  -         559.750 (meters)    1836.45  (feet)  COMP
 BN0390  MODELED GRAV-     979,203.2   (mgal)                       NAVD 88
 BN0390
 BN0390  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0390
 BN0390.The horizontal coordinates were scaled from a topographic map and have
 BN0390.an estimated accuracy of +/- 6 seconds.
 BN0390
 BN0390.The orthometric height was determined by differential leveling
 BN0390.and adjusted by the National Geodetic Survey in 1992..
 BN0390.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0390.rate of 0.0 thru 1.0 mm/km.
 BN0390
 BN0390.The geoid height was determined by GEOID03.
 BN0390
 BN0390.The dynamic height is computed by dividing the NAVD 88
 BN0390.geopotential number by the normal gravity value computed on the
 BN0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0390.degrees latitude (g = 980.6199 gals.).
 BN0390
 BN0390.The modeled gravity was interpolated from observed gravity values.
 BN0390
 BN0390;                    North         East    Units  Estimated Accuracy
 BN0390;SPC TX C     - 3,100,880.      745,430.      MT  (+/- 180 meters Scaled)
 BN0390
 BN0390                          SUPERSEDED SURVEY CONTROL
 BN0390
 BN0390  NGVD 29 (??/??/92)  560.493  (m)         1838.88   (f) ADJ UNCH    1 2
 BN0390
 BN0390.Superseded values are not recommended for survey control.
 BN0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0390.See file dsdata.txt to determine how the superseded data were derived.
 BN0390
 BN0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU175829(NAD 83)
 BN0390_MARKER: DB = BENCH MARK DISK
 BN0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0390_STAMPING: 1838.884 H 99 1924
 BN0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0390+STABILITY: SURFACE MOTION
 BN0390
 BN0390  HISTORY     - Date     Condition        Report By
 BN0390  HISTORY     - 1924     MONUMENTED       USGS
 BN0390  HISTORY     - 1935     GOOD             NGS
 BN0390  HISTORY     - 1935     GOOD             NGS
 BN0390  HISTORY     - 19981227 MARK NOT FOUND   USPSQD
 BN0390
 BN0390                          STATION DESCRIPTION
 BN0390
 BN0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BN0390'10.4 MI N FROM JUNCTION.
 BN0390'10.4 MILES NORTH ALONG U.S. HIGHWAY 83 FROM JUNCTION, KIMBLE COUNTY,
 BN0390'2.2 MILES SOUTH OF THE GENERAL STORE AT CLEO, 15 FEET SOUTH OF A ROAD
 BN0390'LEADING WEST THROUGH A GATE, ON THE WEST SIDE OF THE HIGHWAY, AND 3
 BN0390'FEET WEST OF A FENCE.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 BN0390'1838.884 H 99 1924 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BN0390'INCHES ABOVE GROUND.
 BN0390
 BN0390                          STATION RECOVERY (1935)
 BN0390
 BN0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0390'RECOVERED IN GOOD CONDITION.
 BN0390
 BN0390                          STATION RECOVERY (1998)
 BN0390
 BN0390'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0945 ***********************************************************************
 CR0945  DESIGNATION -  H 990
 CR0945  PID         -  CR0945
 CR0945  STATE/COUNTY-  TX/VAN ZANDT
 CR0945  USGS QUAD   -  GRAND SALINE (1981)
 CR0945
 CR0945                         *CURRENT SURVEY CONTROL
 CR0945  ___________________________________________________________________
 CR0945* NAD 83(1986)-  32 38 39.     (N)    095 42 31.     (W)     SCALED    
 CR0945* NAVD 88     -       115.973  (meters)     380.49   (feet)  ADJUSTED  
 CR0945  ___________________________________________________________________
 CR0945  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CR0945  DYNAMIC HT  -         115.842 (meters)     380.06  (feet)  COMP
 CR0945  MODELED GRAV-     979,501.4   (mgal)                       NAVD 88
 CR0945
 CR0945  VERT ORDER  -  SECOND    CLASS 0
 CR0945
 CR0945.The horizontal coordinates were scaled from a topographic map and have
 CR0945.an estimated accuracy of +/- 6 seconds.
 CR0945
 CR0945.The orthometric height was determined by differential leveling
 CR0945.and adjusted by the National Geodetic Survey in June 1991..
 CR0945
 CR0945.The geoid height was determined by GEOID03.
 CR0945
 CR0945.The dynamic height is computed by dividing the NAVD 88
 CR0945.geopotential number by the normal gravity value computed on the
 CR0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0945.degrees latitude (g = 980.6199 gals.).
 CR0945
 CR0945.The modeled gravity was interpolated from observed gravity values.
 CR0945
 CR0945;                    North         East    Units  Estimated Accuracy
 CR0945;SPC TXNC     - 2,111,870.      861,850.      MT  (+/- 180 meters Scaled)
 CR0945
 CR0945                          SUPERSEDED SURVEY CONTROL
 CR0945
 CR0945  NGVD 29 (??/??/92)  115.995  (m)          380.56   (f) ADJ UNCH    2 0
 CR0945
 CR0945.Superseded values are not recommended for survey control.
 CR0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0945.See file dsdata.txt to determine how the superseded data were derived.
 CR0945
 CR0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS459150(NAD 83)
 CR0945_MARKER: DB = BENCH MARK DISK
 CR0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0945_STAMPING: H 990 1948
 CR0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0945+STABILITY: SURFACE MOTION
 CR0945
 CR0945  HISTORY     - Date     Condition        Report By
 CR0945  HISTORY     - 1948     MONUMENTED       CGS
 CR0945  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 CR0945
 CR0945                          STATION DESCRIPTION
 CR0945
 CR0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0945'2.0 MI S FROM GRAND SALINE.
 CR0945'2.0 MILES SOUTH ALONG STATE HIGHWAY 110 FROM THE TEXAS AND PACIFIC
 CR0945'RAILWAY STATION AT GRAND SALINE, 0.2 MILE NORTH OF DODDS BRANCH, 117.8
 CR0945'FEET SOUTH OF THE SOUTHWEST CORNER OF A FARMHOUSE, 50.8 FEET EAST OF
 CR0945'THE CENTER LINE OF THE HIGHWAY, 1.6 FEET SOUTH OF A REFERENCE POST,
 CR0945'1.0 FOOT WEST OF A FENCE, ON TOP OF A SMALL RISE, SET IN THE TOP OF A
 CR0945'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0945
 CR0945                          STATION RECOVERY (1995)
 CR0945
 CR0945'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0918 ***********************************************************************
 CR0918  DESIGNATION -  H 991
 CR0918  PID         -  CR0918
 CR0918  STATE/COUNTY-  TX/SMITH
 CR0918  USGS QUAD   -  VAN LAKE (1981)
 CR0918
 CR0918                         *CURRENT SURVEY CONTROL
 CR0918  ___________________________________________________________________
 CR0918* NAD 83(1986)-  32 31 32.     (N)    095 32 32.     (W)     SCALED    
 CR0918* NAVD 88     -       179.317  (meters)     588.31   (feet)  ADJUSTED  
 CR0918  ___________________________________________________________________
 CR0918  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CR0918  DYNAMIC HT  -         179.110 (meters)     587.63  (feet)  COMP
 CR0918  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 CR0918
 CR0918  VERT ORDER  -  SECOND    CLASS 0
 CR0918
 CR0918.The horizontal coordinates were scaled from a topographic map and have
 CR0918.an estimated accuracy of +/- 6 seconds.
 CR0918
 CR0918.The orthometric height was determined by differential leveling
 CR0918.and adjusted by the National Geodetic Survey in June 1991..
 CR0918
 CR0918.The geoid height was determined by GEOID03.
 CR0918
 CR0918.The dynamic height is computed by dividing the NAVD 88
 CR0918.geopotential number by the normal gravity value computed on the
 CR0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0918.degrees latitude (g = 980.6199 gals.).
 CR0918
 CR0918.The modeled gravity was interpolated from observed gravity values.
 CR0918
 CR0918;                    North         East    Units  Estimated Accuracy
 CR0918;SPC TXNC     - 2,099,150.      877,820.      MT  (+/- 180 meters Scaled)
 CR0918
 CR0918                          SUPERSEDED SURVEY CONTROL
 CR0918
 CR0918  NGVD 29 (??/??/92)  179.338  (m)          588.38   (f) ADJ UNCH    2 0
 CR0918
 CR0918.Superseded values are not recommended for survey control.
 CR0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0918.See file dsdata.txt to determine how the superseded data were derived.
 CR0918
 CR0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS612015(NAD 83)
 CR0918_MARKER: DB = BENCH MARK DISK
 CR0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0918_STAMPING: H 991 1948
 CR0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0918+STABILITY: SURFACE MOTION
 CR0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0918+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0918
 CR0918  HISTORY     - Date     Condition        Report By
 CR0918  HISTORY     - 1948     MONUMENTED       CGS
 CR0918  HISTORY     - 19960420 GOOD             USPSQD
 CR0918  HISTORY     - 20040605 GOOD             USPSQD
 CR0918  HISTORY     - 20050712 GOOD             USPSQD
 CR0918
 CR0918                          STATION DESCRIPTION
 CR0918
 CR0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0918'IN GARDEN VALLEY.
 CR0918'AT GARDEN VALLEY, 60 YARDS (PACED) SOUTH OF THE POST OFFICE, 62.0 FEET
 CR0918'WEST OF THE CENTER LINE OF STATE HIGHWAY 110, 54.7 FEET SOUTHWEST OF
 CR0918'THE SOUTHEAST CORNER OF THE A. B. POOL AND SON GROCERY STORE, 0.9 FOOT
 CR0918'EAST OF A PICKET FENCE, 0.9 FOOT NORTH OF A REFERENCE POST, SET IN THE
 CR0918'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CR0918
 CR0918                          STATION RECOVERY (1996)
 CR0918
 CR0918'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0918'RECOVERED IN GOOD CONDITION.
 CR0918
 CR0918                          STATION RECOVERY (2004)
 CR0918
 CR0918'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0918'OLD POST OFFICE HAS BEEN REMOVED.  STATE HWY 110 REROUTED.  MARK IS
 CR0918'SOUTH OF INTERSECTION HIGHWAY 16 AND HIGHWAY 1253.  62 FEET WEST OF
 CR0918'HIGHWAY 1253
 CR0918
 CR0918                          STATION RECOVERY (2005)
 CR0918
 CR0918'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0708 ***********************************************************************
 CR0708  DESIGNATION -  H 992
 CR0708  PID         -  CR0708
 CR0708  STATE/COUNTY-  TX/HENDERSON
 CR0708  USGS QUAD   -  MURCHISON EAST (1984)
 CR0708
 CR0708                         *CURRENT SURVEY CONTROL
 CR0708  ___________________________________________________________________
 CR0708* NAD 83(1986)-  32 19 23.     (N)    095 40 15.     (W)     SCALED    
 CR0708* NAVD 88     -       120.677  (meters)     395.92   (feet)  ADJUSTED  
 CR0708  ___________________________________________________________________
 CR0708  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0708  DYNAMIC HT  -         120.537 (meters)     395.46  (feet)  COMP
 CR0708  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 CR0708
 CR0708  VERT ORDER  -  SECOND    CLASS 0
 CR0708
 CR0708.The horizontal coordinates were scaled from a topographic map and have
 CR0708.an estimated accuracy of +/- 6 seconds.
 CR0708
 CR0708.The orthometric height was determined by differential leveling
 CR0708.and adjusted by the National Geodetic Survey in June 1991..
 CR0708
 CR0708.The geoid height was determined by GEOID03.
 CR0708
 CR0708.The dynamic height is computed by dividing the NAVD 88
 CR0708.geopotential number by the normal gravity value computed on the
 CR0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0708.degrees latitude (g = 980.6199 gals.).
 CR0708
 CR0708.The modeled gravity was interpolated from observed gravity values.
 CR0708
 CR0708;                    North         East    Units  Estimated Accuracy
 CR0708;SPC TXNC     - 2,076,380.      866,350.      MT  (+/- 180 meters Scaled)
 CR0708
 CR0708                          SUPERSEDED SURVEY CONTROL
 CR0708
 CR0708  NGVD 29 (??/??/92)  120.699  (m)          395.99   (f) ADJ UNCH    2 0
 CR0708
 CR0708.Superseded values are not recommended for survey control.
 CR0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0708.See file dsdata.txt to determine how the superseded data were derived.
 CR0708
 CR0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR485793(NAD 83)
 CR0708_MARKER: DB = BENCH MARK DISK
 CR0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0708_STAMPING: H 992 1948
 CR0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0708+STABILITY: SURFACE MOTION
 CR0708
 CR0708  HISTORY     - Date     Condition        Report By
 CR0708  HISTORY     - 1948     MONUMENTED       CGS
 CR0708  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0708
 CR0708                          STATION DESCRIPTION
 CR0708
 CR0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0708'1.9 MI N FROM OPELIKA.
 CR0708'1.9 MILES NORTH ALONG THE OPELIKA-PINE BLUFF SCHOOL ROAD FROM THE
 CR0708'BAPTIST CHURCH AT OPELIKA, 0.4 MILE NORTH OF A STEEL BRIDGE OVER
 CR0708'KICKAPOO CREEK, 48 YARDS (PACED) SOUTHWEST OF THE SOUTHWEST EDGE OF A
 CR0708'SMALL STOCK POND, 25.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 17.0
 CR0708'FEET NORTHEAST OF A FENCE CORNER, 9.5 FEET SOUTH OF THE SOUTHWEST
 CR0708'CORNER OF A STEEL CATTLE-GUARD ACROSS A ROAD LEADING SOUTHEAST TO AN
 CR0708'OIL WELL, 1.5 FEET SOUTHWEST OF A REFERENCE POST, 0.9 FOOT NORTHWEST
 CR0708'OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 CR0708'ABOVE THE GROUND.
 CR0708
 CR0708                          STATION RECOVERY (2004)
 CR0708
 CR0708'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0664 ***********************************************************************
 CR0664  DESIGNATION -  H 993
 CR0664  PID         -  CR0664
 CR0664  STATE/COUNTY-  TX/VAN ZANDT
 CR0664  USGS QUAD   -  MARTINS MILL (1984)
 CR0664
 CR0664                         *CURRENT SURVEY CONTROL
 CR0664  ___________________________________________________________________
 CR0664* NAD 83(1986)-  32 24 48.     (N)    095 51 08.     (W)     SCALED    
 CR0664* NAVD 88     -       153.058  (meters)     502.16   (feet)  ADJUSTED  
 CR0664  ___________________________________________________________________
 CR0664  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0664  DYNAMIC HT  -         152.882 (meters)     501.58  (feet)  COMP
 CR0664  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 CR0664
 CR0664  VERT ORDER  -  SECOND    CLASS 0
 CR0664
 CR0664.The horizontal coordinates were scaled from a topographic map and have
 CR0664.an estimated accuracy of +/- 6 seconds.
 CR0664
 CR0664.The orthometric height was determined by differential leveling
 CR0664.and adjusted by the National Geodetic Survey in June 1991..
 CR0664
 CR0664.The geoid height was determined by GEOID03.
 CR0664
 CR0664.The dynamic height is computed by dividing the NAVD 88
 CR0664.geopotential number by the normal gravity value computed on the
 CR0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0664.degrees latitude (g = 980.6199 gals.).
 CR0664
 CR0664.The modeled gravity was interpolated from observed gravity values.
 CR0664
 CR0664;                    North         East    Units  Estimated Accuracy
 CR0664;SPC TXNC     - 2,085,940.      849,030.      MT  (+/- 180 meters Scaled)
 CR0664
 CR0664                          SUPERSEDED SURVEY CONTROL
 CR0664
 CR0664  NGVD 29 (??/??/92)  153.069  (m)          502.19   (f) ADJ UNCH    2 0
 CR0664
 CR0664.Superseded values are not recommended for survey control.
 CR0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0664.See file dsdata.txt to determine how the superseded data were derived.
 CR0664
 CR0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR317898(NAD 83)
 CR0664_MARKER: DB = BENCH MARK DISK
 CR0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0664_STAMPING: H 993 1948
 CR0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0664+STABILITY: SURFACE MOTION
 CR0664
 CR0664  HISTORY     - Date     Condition        Report By
 CR0664  HISTORY     - 1946     MONUMENTED       CGS
 CR0664  HISTORY     - 19950911 GOOD             USPSQD
 CR0664
 CR0664                          STATION DESCRIPTION
 CR0664
 CR0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CR0664'9.75 MI S FROM CANTON.
 CR0664'9.75 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF STATE
 CR0664'HIGHWAY 64 AT CANTON, 0.25 MILE SOUTH OF A ROAD INTERSECTION, 351.0
 CR0664'FEET SOUTH OF THE SOUTH END OF THE EAST HEADWALL OF A SMALL CONCRETE
 CR0664'CULVERT, 58.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET
 CR0664'NORTH OF A REFERENCE POST, 0.8 FOOT WEST OF A FENCE, SET IN THE TOP OF
 CR0664'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0664
 CR0664                          STATION RECOVERY (1995)
 CR0664
 CR0664'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0684 ***********************************************************************
 CR0684  DESIGNATION -  H 994
 CR0684  PID         -  CR0684
 CR0684  STATE/COUNTY-  TX/HENDERSON
 CR0684  USGS QUAD   -  MURCHISON WEST (1984)
 CR0684
 CR0684                         *CURRENT SURVEY CONTROL
 CR0684  ___________________________________________________________________
 CR0684* NAD 83(1986)-  32 15 59.     (N)    095 50 59.     (W)     SCALED    
 CR0684* NAVD 88     -       142.999  (meters)     469.16   (feet)  ADJUSTED  
 CR0684  ___________________________________________________________________
 CR0684  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0684  DYNAMIC HT  -         142.832 (meters)     468.61  (feet)  COMP
 CR0684  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 CR0684
 CR0684  VERT ORDER  -  SECOND    CLASS 0
 CR0684
 CR0684.The horizontal coordinates were scaled from a topographic map and have
 CR0684.an estimated accuracy of +/- 6 seconds.
 CR0684
 CR0684.The orthometric height was determined by differential leveling
 CR0684.and adjusted by the National Geodetic Survey in June 1991..
 CR0684
 CR0684.The geoid height was determined by GEOID03.
 CR0684
 CR0684.The dynamic height is computed by dividing the NAVD 88
 CR0684.geopotential number by the normal gravity value computed on the
 CR0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0684.degrees latitude (g = 980.6199 gals.).
 CR0684
 CR0684.The modeled gravity was interpolated from observed gravity values.
 CR0684
 CR0684;                    North         East    Units  Estimated Accuracy
 CR0684;SPC TXNC     - 2,069,650.      849,670.      MT  (+/- 180 meters Scaled)
 CR0684
 CR0684                          SUPERSEDED SURVEY CONTROL
 CR0684
 CR0684  NGVD 29 (??/??/92)  143.007  (m)          469.18   (f) ADJ UNCH    2 0
 CR0684
 CR0684.Superseded values are not recommended for survey control.
 CR0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0684.See file dsdata.txt to determine how the superseded data were derived.
 CR0684
 CR0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR315735(NAD 83)
 CR0684_MARKER: DB = BENCH MARK DISK
 CR0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0684_STAMPING: H 994 1948
 CR0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0684+STABILITY: SURFACE MOTION
 CR0684
 CR0684  HISTORY     - Date     Condition        Report By
 CR0684  HISTORY     - 1948     MONUMENTED       CGS
 CR0684  HISTORY     - 20040608 MARK NOT FOUND   USPSQD
 CR0684
 CR0684                          STATION DESCRIPTION
 CR0684
 CR0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0684'4.3 MI N FROM ATHENS.
 CR0684'4.3 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT ATHENS,
 CR0684'412.0 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST, 144.4
 CR0684'FEET WEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 58.1 FEET WEST OF
 CR0684'THE CENTER LINE OF THE HIGHWAY, 7.4 FEET NORTH OF A TELEPHONE POLE AND
 CR0684'IN LINE WITH THE ROW OF POLES, 2.3 FEET SOUTH OF A REFERENCE POST, 1.0
 CR0684'FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 CR0684'FOOT ABOVE THE GROUND.
 CR0684
 CR0684                          STATION RECOVERY (2004)
 CR0684
 CR0684'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0967 ***********************************************************************
 CR0967  DESIGNATION -  H 996
 CR0967  PID         -  CR0967
 CR0967  STATE/COUNTY-  TX/VAN ZANDT
 CR0967  USGS QUAD   -  CANTON (1981)
 CR0967
 CR0967                         *CURRENT SURVEY CONTROL
 CR0967  ___________________________________________________________________
 CR0967* NAD 83(1986)-  32 32 36.     (N)    095 52 12.     (W)     SCALED    
 CR0967* NAVD 88     -       160.433  (meters)     526.35   (feet)  ADJUSTED  
 CR0967  ___________________________________________________________________
 CR0967  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CR0967  DYNAMIC HT  -         160.250 (meters)     525.75  (feet)  COMP
 CR0967  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 CR0967
 CR0967  VERT ORDER  -  SECOND    CLASS 0
 CR0967
 CR0967.The horizontal coordinates were scaled from a topographic map and have
 CR0967.an estimated accuracy of +/- 6 seconds.
 CR0967
 CR0967.The orthometric height was determined by differential leveling
 CR0967.and adjusted by the National Geodetic Survey in June 1991..
 CR0967
 CR0967.The geoid height was determined by GEOID03.
 CR0967
 CR0967.The dynamic height is computed by dividing the NAVD 88
 CR0967.geopotential number by the normal gravity value computed on the
 CR0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0967.degrees latitude (g = 980.6199 gals.).
 CR0967
 CR0967.The modeled gravity was interpolated from observed gravity values.
 CR0967
 CR0967;                    North         East    Units  Estimated Accuracy
 CR0967;SPC TXNC     - 2,100,310.      846,990.      MT  (+/- 180 meters Scaled)
 CR0967
 CR0967                          SUPERSEDED SURVEY CONTROL
 CR0967
 CR0967  NGVD 29 (??/??/92)  160.444  (m)          526.39   (f) ADJ UNCH    2 0
 CR0967
 CR0967.Superseded values are not recommended for survey control.
 CR0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0967.See file dsdata.txt to determine how the superseded data were derived.
 CR0967
 CR0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS304042(NAD 83)
 CR0967_MARKER: DB = BENCH MARK DISK
 CR0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0967_STAMPING: H 996 1948
 CR0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0967+STABILITY: SURFACE MOTION
 CR0967
 CR0967  HISTORY     - Date     Condition        Report By
 CR0967  HISTORY     - 1948     MONUMENTED       CGS
 CR0967  HISTORY     - 1952     GOOD             NGS
 CR0967  HISTORY     - 19950913 MARK NOT FOUND   USPSQD
 CR0967
 CR0967                          STATION DESCRIPTION
 CR0967
 CR0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0967'IN CANTON.
 CR0967'AT CANTON, 0.9 MILE SOUTH OF THE COURTHOUSE, IN THE CENTER OF A
 CR0967'TRIANGULAR PLOT OF GROUND AT THE JUNCTION OF STATE HIGHWAY 198 AND
 CR0967'STATE HIGHWAY 243 AT THE SOUTH EDGE OF CANTON, 52.5 FEET EAST OF THE
 CR0967'CENTER LINE OF AN ASPHALT ROAD ALONG THE WEST SIDE OF THE TRIANGULAR
 CR0967'PLOT OF GROUND, 46.0 FEET NORTHWEST OF THE CENTER LINE OF STATE
 CR0967'HIGHWAY 198, 41.0 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 243,
 CR0967'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 CR0967'THE GROUND.
 CR0967
 CR0967                          STATION RECOVERY (1952)
 CR0967
 CR0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CR0967'RECOVERED IN GOOD CONDITION.
 CR0967
 CR0967                          STATION RECOVERY (1995)
 CR0967
 CR0967'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0302 ***********************************************************************
 CS0302  DESIGNATION -  H 997
 CS0302  PID         -  CS0302
 CS0302  STATE/COUNTY-  TX/KAUFMAN
 CS0302  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0302
 CS0302                         *CURRENT SURVEY CONTROL
 CS0302  ___________________________________________________________________
 CS0302* NAD 83(1986)-  32 44 00.     (N)    096 15 24.     (W)     SCALED    
 CS0302* NAVD 88     -       142.643  (meters)     467.99   (feet)  ADJUSTED  
 CS0302  ___________________________________________________________________
 CS0302  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CS0302  DYNAMIC HT  -         142.485 (meters)     467.47  (feet)  COMP
 CS0302  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 CS0302
 CS0302  VERT ORDER  -  SECOND    CLASS 0
 CS0302
 CS0302.The horizontal coordinates were scaled from a topographic map and have
 CS0302.an estimated accuracy of +/- 6 seconds.
 CS0302
 CS0302.The orthometric height was determined by differential leveling
 CS0302.and adjusted by the National Geodetic Survey in June 1991..
 CS0302
 CS0302.The geoid height was determined by GEOID03.
 CS0302
 CS0302.The dynamic height is computed by dividing the NAVD 88
 CS0302.geopotential number by the normal gravity value computed on the
 CS0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0302.degrees latitude (g = 980.6199 gals.).
 CS0302
 CS0302.The modeled gravity was interpolated from observed gravity values.
 CS0302
 CS0302;                    North         East    Units  Estimated Accuracy
 CS0302;SPC TXNC     - 2,120,530.      810,240.      MT  (+/- 180 meters Scaled)
 CS0302
 CS0302                          SUPERSEDED SURVEY CONTROL
 CS0302
 CS0302  NGVD 29 (??/??/92)  142.655  (m)          468.03   (f) ADJ UNCH    2 0
 CS0302
 CS0302.Superseded values are not recommended for survey control.
 CS0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0302.See file dsdata.txt to determine how the superseded data were derived.
 CS0302
 CS0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB570250(NAD 83)
 CS0302_MARKER: DB = BENCH MARK DISK
 CS0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0302_SP_SET: BRIDGE
 CS0302_STAMPING: H 997 1948
 CS0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0302
 CS0302  HISTORY     - Date     Condition        Report By
 CS0302  HISTORY     - 1948     MONUMENTED       CGS
 CS0302  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CS0302
 CS0302                          STATION DESCRIPTION
 CS0302
 CS0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0302'0.95 MI E FROM TERRELL.
 CS0302'0.95 MILES EAST ALONG U. S. HIGHWAY 80 AND THE TEXAS AND PACIFIC
 CS0302'RAILWAY FROM THE UNION STATION AT TERRELL, 52 YARDS (PACED) NORTH OF
 CS0302'RAILWAY BRIDGE 181.4, 15.7 FEET SOUTH OF THE CENTER LINE OF THE
 CS0302'HIGHWAY, 0.8 FOOT SOUTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE
 CS0302'CURB ALONG THE SOUTH SIDE OF A 100-FOOT CONCRETE HIGHWAY BRIDGE OVER
 CS0302'KINGS CREEK, AND SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST
 CS0302'WINGWALL OF THE BRIDGE.
 CS0302
 CS0302                          STATION RECOVERY (1988)
 CS0302
 CS0302'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CS0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0618 ***********************************************************************
 CR0618  DESIGNATION -  H 998
 CR0618  PID         -  CR0618
 CR0618  STATE/COUNTY-  TX/VAN ZANDT
 CR0618  USGS QUAD   -  PHALBA (1984)
 CR0618
 CR0618                         *CURRENT SURVEY CONTROL
 CR0618  ___________________________________________________________________
 CR0618* NAD 83(1986)-  32 23 51.     (N)    095 57 23.     (W)     SCALED    
 CR0618* NAVD 88     -       139.779  (meters)     458.59   (feet)  ADJUSTED  
 CR0618  ___________________________________________________________________
 CR0618  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CR0618  DYNAMIC HT  -         139.617 (meters)     458.06  (feet)  COMP
 CR0618  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 CR0618
 CR0618  VERT ORDER  -  SECOND    CLASS 0
 CR0618
 CR0618.The horizontal coordinates were scaled from a topographic map and have
 CR0618.an estimated accuracy of +/- 6 seconds.
 CR0618
 CR0618.The orthometric height was determined by differential leveling
 CR0618.and adjusted by the National Geodetic Survey in June 1991..
 CR0618
 CR0618.The geoid height was determined by GEOID03.
 CR0618
 CR0618.The dynamic height is computed by dividing the NAVD 88
 CR0618.geopotential number by the normal gravity value computed on the
 CR0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0618.degrees latitude (g = 980.6199 gals.).
 CR0618
 CR0618.The modeled gravity was interpolated from observed gravity values.
 CR0618
 CR0618;                    North         East    Units  Estimated Accuracy
 CR0618;SPC TXNC     - 2,083,940.      839,270.      MT  (+/- 180 meters Scaled)
 CR0618
 CR0618                          SUPERSEDED SURVEY CONTROL
 CR0618
 CR0618  NGVD 29 (??/??/92)  139.787  (m)          458.62   (f) ADJ UNCH    2 0
 CR0618
 CR0618.Superseded values are not recommended for survey control.
 CR0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0618.See file dsdata.txt to determine how the superseded data were derived.
 CR0618
 CR0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR219883(NAD 83)
 CR0618_MARKER: DB = BENCH MARK DISK
 CR0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0618_STAMPING: H 998 1948
 CR0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0618+STABILITY: SURFACE MOTION
 CR0618
 CR0618  HISTORY     - Date     Condition        Report By
 CR0618  HISTORY     - 1948     MONUMENTED       CGS
 CR0618  HISTORY     - 19950912 GOOD             USPSQD
 CR0618
 CR0618                          STATION DESCRIPTION
 CR0618
 CR0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0618'14.7 MI NE FROM EUSTACE.
 CR0618'4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE CHURCH OF CHRIST
 CR0618'AT EUSTACE, THENCE 2.75 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 1.1
 CR0618'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE EAST ALONG A
 CR0618'GRADED DIRT ROAD, THENCE 5.75 MILES NORTHWEST ALONG A GRADED DIRT
 CR0618'ROAD, AT A CURVE WHERE THE ROAD TURNS WEST, 1.0 MILE SOUTH OF BENCH
 CR0618'MARK E 998, 85.0 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 CR0618'SOUTH, 54.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED
 CR0618'FARMHOUSE, 47.0 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD
 CR0618'LEADING WEST, 5.0 FEET SOUTHWEST OF A 20-INCH OAK TREE, 1.9 FEET EAST
 CR0618'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CR0618'0.5 FOOT ABOVE THE GROUND.
 CR0618
 CR0618                          STATION RECOVERY (1995)
 CR0618
 CR0618'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0809 ***********************************************************************
 BY0809  DESIGNATION -  H 999
 BY0809  PID         -  BY0809
 BY0809  STATE/COUNTY-  TX/TRINITY
 BY0809  USGS QUAD   -  TREVAT (1980)
 BY0809
 BY0809                         *CURRENT SURVEY CONTROL
 BY0809  ___________________________________________________________________
 BY0809* NAD 83(1986)-  31 06 22.     (N)    094 55 37.     (W)     SCALED    
 BY0809* NAVD 88     -        73.01   (+/-2cm)     239.5    (feet)  VERTCON   
 BY0809  ___________________________________________________________________
 BY0809  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BY0809
 BY0809  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0809
 BY0809.The horizontal coordinates were scaled from a topographic map and have
 BY0809.an estimated accuracy of +/- 6 seconds.
 BY0809
 BY0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0809.The vertical order pertains to the NGVD 29 superseded value.
 BY0809
 BY0809.The geoid height was determined by GEOID03.
 BY0809
 BY0809;                    North         East    Units  Estimated Accuracy
 BY0809;SPC TX C     - 3,172,100.    1,215,500.      MT  (+/- 180 meters Scaled)
 BY0809
 BY0809                          SUPERSEDED SURVEY CONTROL
 BY0809
 BY0809  NGVD 29 (??/??/92)   73.038  (m)          239.63   (f) ADJ UNCH    2 0
 BY0809
 BY0809.Superseded values are not recommended for survey control.
 BY0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0809.See file dsdata.txt to determine how the superseded data were derived.
 BY0809
 BY0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ162429(NAD 83)
 BY0809_MARKER: DB = BENCH MARK DISK
 BY0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0809_STAMPING: H 999 1948
 BY0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0809+STABILITY: SURFACE MOTION
 BY0809
 BY0809  HISTORY     - Date     Condition        Report By
 BY0809  HISTORY     - 1948     MONUMENTED       CGS
 BY0809
 BY0809                          STATION DESCRIPTION
 BY0809
 BY0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0809'14.6 MI N FROM WOODLAKE.
 BY0809'3.6 MILES EAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE AT
 BY0809'WOODLAKE, THENCE 9.1 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 1.9
 BY0809'MILES NORTH ALONG A TRAIL, 0.1 MILE NORTH AN 18-FOOT WOODEN BRIDGE
 BY0809'OVER A SMALL STREAM, ON TOP OF A SMALL RISE, 26.5 FEET SOUTH OF THE
 BY0809'CENTER LINE OF THE ROAD, 95.0 FEET SOUTHEAST OF AND ACROSS THE ROAD
 BY0809'FROM A 20-INCH OAK TREE CUT WITH A TRIANGULAR BLAZE, 1.4 FEET EAST OF
 BY0809'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0809'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0459 ***********************************************************************
 AB0459  DESIGNATION -  H I 3 C CO
 AB0459  PID         -  AB0459
 AB0459  STATE/COUNTY-  TX/CAMERON
 AB0459  USGS QUAD   -  HARLINGEN (1983)
 AB0459
 AB0459                         *CURRENT SURVEY CONTROL
 AB0459  ___________________________________________________________________
 AB0459* NAD 83(1986)-  26 08 49.     (N)    097 38 57.     (W)     SCALED    
 AB0459* NAVD 88     -        13.428  (meters)      44.05   (feet)  ADJUSTED  
 AB0459  ___________________________________________________________________
 AB0459  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AB0459  DYNAMIC HT  -          13.406 (meters)      43.98  (feet)  COMP
 AB0459  MODELED GRAV-     979,033.6   (mgal)                       NAVD 88
 AB0459
 AB0459  VERT ORDER  -  FIRST     CLASS II
 AB0459
 AB0459.The horizontal coordinates were scaled from a topographic map and have
 AB0459.an estimated accuracy of +/- 6 seconds.
 AB0459
 AB0459.The orthometric height was determined by differential leveling
 AB0459.and adjusted by the National Geodetic Survey in June 1991..
 AB0459
 AB0459.The geoid height was determined by GEOID03.
 AB0459
 AB0459.The dynamic height is computed by dividing the NAVD 88
 AB0459.geopotential number by the normal gravity value computed on the
 AB0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0459.degrees latitude (g = 980.6199 gals.).
 AB0459
 AB0459.The modeled gravity was interpolated from observed gravity values.
 AB0459
 AB0459;                    North         East    Units  Estimated Accuracy
 AB0459;SPC TX S     - 5,053,500.      385,080.      MT  (+/- 180 meters Scaled)
 AB0459
 AB0459                          SUPERSEDED SURVEY CONTROL
 AB0459
 AB0459  NGVD 29 (??/??/92)   13.532  (m)           44.40   (f) ADJ UNCH    1 2
 AB0459
 AB0459.Superseded values are not recommended for survey control.
 AB0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0459.See file dsdata.txt to determine how the superseded data were derived.
 AB0459
 AB0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP350926(NAD 83)
 AB0459_MARKER: DD = SURVEY DISK
 AB0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0459_SP_SET: CULVERT
 AB0459_STAMPING: H I 3 44.19
 AB0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0459
 AB0459  HISTORY     - Date     Condition        Report By
 AB0459  HISTORY     - UNK      MONUMENTED
 AB0459  HISTORY     - 1951     GOOD             NGS
 AB0459  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0459  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0459
 AB0459                          STATION DESCRIPTION
 AB0459
 AB0459'DESCRIBED UNK
 AB0459'1.5 MI NW FROM SAN BENITO.
 AB0459'1.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AB0459'AT SAN BENITO, CAMERON COUNTY, 3 POLES SOUTHEAST OF POLE 20/20, AT A
 AB0459'PAVED-ROAD CROSSING, 98 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 AB0459'AT A CONCRETE CULVERT UNDER THE ROAD, IN THE CENTER OF THE TOP OF THE
 AB0459'NORTHWEST HEADWALL, 15.2 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 AB0459'AND 3 FEET HIGHER THAN THE ROAD.  A CAMERON COUNTY STANDARD DISK.
 AB0459
 AB0459                          STATION RECOVERY (1951)
 AB0459
 AB0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0459'RECOVERED IN GOOD CONDITION.
 AB0459
 AB0459                          STATION RECOVERY (1981)
 AB0459
 AB0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0459'SEARCHED FOR, NOT RECOVERED.
 AB0459
 AB0459                          STATION RECOVERY (1988)
 AB0459
 AB0459'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0137 ***********************************************************************
 AB0137  DESIGNATION -  H K 5
 AB0137  PID         -  AB0137
 AB0137  STATE/COUNTY-  TX/CAMERON
 AB0137  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0137
 AB0137                         *CURRENT SURVEY CONTROL
 AB0137  ___________________________________________________________________
 AB0137* NAD 83(1986)-  25 56 56.     (N)    097 29 13.     (W)     SCALED    
 AB0137* NAVD 88     -         8.516  (meters)      27.94   (feet)  POSTED    
 AB0137  ___________________________________________________________________
 AB0137  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 AB0137  DYNAMIC HT  -           8.500 (meters)      27.89  (feet)  COMP
 AB0137  MODELED GRAV-     979,030.1   (mgal)                       NAVD 88
 AB0137
 AB0137  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AB0137
 AB0137.The horizontal coordinates were scaled from a topographic map and have
 AB0137.an estimated accuracy of +/- 6 seconds.
 AB0137
 AB0137.The orthometric height was determined by differential leveling
 AB0137.and adjusted by the National Geodetic Survey in 1992..
 AB0137.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AB0137.rate of 2.1 thru 3.0 mm/km.
 AB0137
 AB0137.The geoid height was determined by GEOID03.
 AB0137
 AB0137.The dynamic height is computed by dividing the NAVD 88
 AB0137.geopotential number by the normal gravity value computed on the
 AB0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0137.degrees latitude (g = 980.6199 gals.).
 AB0137
 AB0137.The modeled gravity was interpolated from observed gravity values.
 AB0137
 AB0137;                    North         East    Units  Estimated Accuracy
 AB0137;SPC TX S     - 5,031,680.      401,470.      MT  (+/- 180 meters Scaled)
 AB0137
 AB0137                          SUPERSEDED SURVEY CONTROL
 AB0137
 AB0137  NGVD 29 (??/??/92)    8.605  (m)           28.23   (f) ADJ UNCH    2 0
 AB0137
 AB0137.Superseded values are not recommended for survey control.
 AB0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0137.See file dsdata.txt to determine how the superseded data were derived.
 AB0137
 AB0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP514708(NAD 83)
 AB0137_MARKER: DD = SURVEY DISK
 AB0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0137_SP_SET: CULVERT
 AB0137_STAMPING: H K 5 27.90
 AB0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0137
 AB0137  HISTORY     - Date     Condition        Report By
 AB0137  HISTORY     - UNK      MONUMENTED
 AB0137  HISTORY     - 1950     GOOD             NGS
 AB0137  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 AB0137  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0137  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0137
 AB0137                          STATION DESCRIPTION
 AB0137
 AB0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0137'2.4 MI N FROM BROWNSVILLE.
 AB0137'2.4 MILES NORTH ALONG PAREDES LINE ROAD (LOS FRESNOS ROAD) FROM THE
 AB0137'INTERSECTION OF STATE HIGHWAY 48 (BOCA CHICA BOULEVARD) AT
 AB0137'BROWNSVILLE, CAMERON COUNTY, AT BLALACK SCHOOL, AT A ROAD INTERSECTION
 AB0137'51 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 15 FEET
 AB0137'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AT A CONCRETE
 AB0137'CULVERT UNDER THE ROAD LEADING WEST, AND IN THE CENTER OF THE TOP OF
 AB0137'THE NORTH HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED H K 5
 AB0137'27.90.
 AB0137
 AB0137                          STATION RECOVERY (1972)
 AB0137
 AB0137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 AB0137'THE DISK IS MISSING, BUT THE HEADWALL IS STILL IN PLACE
 AB0137
 AB0137                          STATION RECOVERY (1987)
 AB0137
 AB0137'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0137'MARK NOT FOUND.
 AB0137
 AB0137                          STATION RECOVERY (1990)
 AB0137
 AB0137'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4666 ***********************************************************************
 DH4666  HT_MOD      -  This is a Height Modernization Survey Station.
 DH4666  DESIGNATION -  H MAURER
 DH4666  PID         -  DH4666
 DH4666  STATE/COUNTY-  TX/SAN PATRICIO
 DH4666  USGS QUAD   -  PORT INGLESIDE (1975)
 DH4666
 DH4666                         *CURRENT SURVEY CONTROL
 DH4666  ___________________________________________________________________
 DH4666* NAD 83(1993)-  27 51 33.91830(N)    097 14 27.92700(W)     ADJUSTED  
 DH4666* NAVD 88     -         4.50   (meters)      14.8    (feet)  GPS OBS   
 DH4666  ___________________________________________________________________
 DH4666  X           -    -711,269.988 (meters)                     COMP
 DH4666  Y           -  -5,597,991.865 (meters)                     COMP
 DH4666  Z           -   2,962,730.883 (meters)                     COMP
 DH4666  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DH4666  ELLIP HEIGHT-         -22.06  (meters)          (07/05/05) GPS OBS
 DH4666  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DH4666
 DH4666  HORZ ORDER  -  FIRST
 DH4666  ELLP ORDER  -  FOURTH    CLASS I
 DH4666
 DH4666.The horizontal coordinates were established by GPS observations
 DH4666.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 DH4666
 DH4666.The orthometric height was determined by GPS observations and a
 DH4666.high-resolution geoid model using precise GPS observation and
 DH4666.processing techniques.
 DH4666
 DH4666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4666
 DH4666.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4666
 DH4666.The ellipsoidal height was determined by GPS observations
 DH4666.and is referenced to NAD 83.
 DH4666
 DH4666.The geoid height was determined by GEOID03.
 DH4666
 DH4666;                    North         East     Units Scale Factor Converg.
 DH4666;SPC TX S     - 5,243,566.675   423,987.760   MT  1.00000671   +0 34 17.6
 DH4666;SPC TX S     -17,203,268.33  1,391,033.18   sFT  1.00000671   +0 34 17.6
 DH4666;UTM  14      - 3,082,872.397   673,179.734   MT  0.99997019   +0 49 19.7
 DH4666
 DH4666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4666!SPC TX S     -   1.00000347  x   1.00000671  =   1.00001018
 DH4666!UTM  14      -   1.00000347  x   0.99997019  =   0.99997366
 DH4666
 DH4666                          SUPERSEDED SURVEY CONTROL
 DH4666
 DH4666.No superseded survey control is available for this station.
 DH4666
 DH4666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7318082872(NAD 83)
 DH4666_MARKER: DV = VERTICAL CONTROL DISK
 DH4666_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DH4666_STAMPING: H MAURER 2005
 DH4666_PROJECTION: FLUSH
 DH4666_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH4666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4666+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 DH4666_ROD/PIPE-DEPTH: 05   meters
 DH4666_SLEEVE-DEPTH  : 1 meters
 DH4666
 DH4666  HISTORY     - Date     Condition        Report By
 DH4666  HISTORY     - 20050218 MONUMENTED       CCTI
 DH4666
 DH4666                          STATION DESCRIPTION
 DH4666
 DH4666'DESCRIBED BY C AND C TECHNOLOGIES INCORPORATED 2005 (JEW)
 DH4666'DESCRIBED BY C AND C TECHNOLOGIES, INC 2005 (JEW) FROM THE INTESECTION
 DH4666'OF TEXAS STATE  HWY. 361 AND F.M. 1069 (MAIN ST.) IN INGLESIDE, TEXAS
 DH4666'TRAVEL WESTERLY ON F.M. 1069 3.7 KM (2.3  MILES) TO THE INTERSECTION
 DH4666'OF F.M. 1069 AND KIEWIT ROAD.  TURN RIGHT ON KIEWIT ROAD AND  TRAVEL
 DH4666'0.6 KM (0.4 MILES) TO THE MAIN ENTRANCE ROAD OF KIEWIT OFFSHORE
 DH4666'SERVICES (PKS).   TURN RIGHT ON THE MAIN ENTRANCE ROAD AND PROCEED 0.4
 DH4666'KM (0.25 MILES) TO THE MAIN GATE.   CHECK IN WITH GUARD FOR ACCESS TO
 DH4666'THE PLANT.  TRAVEL THROUGH WORK AREA 1.45 KM (0.9  MILES) TO A LOCKED
 DH4666'GATE NEAR THE LA QUINTA SHIP CHANNEL.  THE GUARD WILL ESCORT CREW TO
 DH4666'THE GATE.  CONTINUE LEFT 0.5 KM (0.3 MILES) WEST ALONG THE FENCE LINE
 DH4666'TO THE TOP BANK OF  THE LA QUINTA SHIP CHANNEL.  CROSS THE FENCE AND
 DH4666'CONTINUE NORTHWEST ALONG THE TOP BANK ABOUT 150 M (500 FEET) TO THE
 DH4666'MONUMENT ON THE RIGHT.  THE MONUMENT IS ABOUT 75 M  (250 FEET) SOUTH
 DH4666'EAST OF RED CHANNEL BEACON 14.  13.7 M (45 FT) WEST TO MONUMENT DONNEL
 DH4666'1933, 13.2 M (43.3 FT) SOUTHWEST TO DONNEL 1933 NO. 2 1985, 17.4 M (57
 DH4666'FT) WEST TO THE EDGE OF  THE LA QUINTA SHIP CHANNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5756 ***********************************************************************
 AW5756  DESIGNATION -  H USE 1926
 AW5756  PID         -  AW5756
 AW5756  STATE/COUNTY-  TX/GALVESTON
 AW5756  USGS QUAD   -  HIGH ISLAND (1994)
 AW5756
 AW5756                         *CURRENT SURVEY CONTROL
 AW5756  ___________________________________________________________________
 AW5756* NAD 83(1993)-  29 32 38.52456(N)    094 26 18.28747(W)     ADJUSTED  
 AW5756* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5756  ___________________________________________________________________
 AW5756  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW5756  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW5756
 AW5756  HORZ ORDER  -  SECOND
 AW5756
 AW5756.The horizontal coordinates were established by classical geodetic methods
 AW5756.and adjusted by the National Geodetic Survey in February 1996..
 AW5756
 AW5756.The orthometric height was scaled from a topographic map.
 AW5756
 AW5756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5756
 AW5756.The geoid height was determined by GEOID03.
 AW5756
 AW5756;                    North         East     Units Scale Factor Converg.
 AW5756;SPC TXSC     - 4,198,211.439 1,041,959.033   MT  0.99986988   +2 14 05.2
 AW5756;SPC TXSC     -13,773,632.03  3,418,493.93   sFT  0.99986988   +2 14 05.2
 AW5756;UTM  15      - 3,269,125.185   360,630.988   MT  0.99983967   -0 42 33.8
 AW5756
 AW5756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5756!SPC TXSC     -   1.00000406  x   0.99986988  =   0.99987394
 AW5756!UTM  15      -   1.00000406  x   0.99983967  =   0.99984373
 AW5756
 AW5756:                Primary Azimuth Mark                     Grid Az
 AW5756:SPC TXSC     -  GILCHRIST                                231 52 55.5
 AW5756:UTM  15      -  GILCHRIST                                234 49 34.5
 AW5756
 AW5756|---------------------------------------------------------------------|
 AW5756| PID    Reference Object                     Distance      Geod. Az  |
 AW5756|                                                           dddmmss.s |
 AW5756| AW1690 GILCHRIST                           APPROX. 5.6 KM 2340700.7 |
 AW5756|---------------------------------------------------------------------|
 AW5756
 AW5756                          SUPERSEDED SURVEY CONTROL
 AW5756
 AW5756  NAD 83(1993)-  29 32 38.52799(N)    094 26 18.28572(W) AD(       ) 2
 AW5756  NAD 83(1986)-  29 32 38.54435(N)    094 26 18.26739(W) AD(       ) 2
 AW5756  NAD 27      -  29 32 37.71100(N)    094 26 17.57700(W) AD(       ) 2
 AW5756
 AW5756.Superseded values are not recommended for survey control.
 AW5756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5756.See file dsdata.txt to determine how the superseded data were derived.
 AW5756
 AW5756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN6063169125(NAD 83)
 AW5756_MARKER: B = BOLT
 AW5756_SETTING: 0 = UNSPECIFIED SETTING
 AW5756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5756
 AW5756  HISTORY     - Date     Condition        Report By
 AW5756  HISTORY     - 1933     MONUMENTED       USE
 AW5756  HISTORY     - 1937     GOOD             CGS
 AW5756  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5756  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW5756  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW5756  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW5756
 AW5756                          STATION DESCRIPTION
 AW5756
 AW5756'DESCRIBED BY US ENGINEERS 1933 (EOH)
 AW5756'STATION IS A BENCH MARK OF THE INTRACOASTAL CANAL SURVEY OF
 AW5756'U.S.E. 1926.  IT IS A COPPER BOLT SET IN CONCRETE IN A 6-INCH
 AW5756'TILE, LOCATED IN OPEN MARSH, 2.9 MILES NE OF GILCHRIST RAILROAD
 AW5756'STATION, 2 MILES SE OF THE MOUTH OF EAST BAY BAYOU, AND 1
 AW5756'MILE NW OF THE POINT OF CURVATURE OF CURVE OF RAILROAD.
 AW5756
 AW5756                          STATION RECOVERY (1937)
 AW5756
 AW5756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW5756'RECOVERED AS DESCRIBED.
 AW5756'
 AW5756'AN OLD TRIPOD WAS STANDING OVER THIS STATION WHEN VISITED.
 AW5756
 AW5756                          STATION RECOVERY (1960)
 AW5756
 AW5756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5756'LOST.  THE AREA WAS SEARCHED BUT THE STATION WAS NOT FOUND.
 AW5756'IT IS IN AN AREA OF 3 FEET HIGH MARSH GRASS AND COVERED WITH
 AW5756'ABOUT A FOOT OF WATER.  IT IS BELIEVED THE MARK COULD BE
 AW5756'FOUND BY TRIANGULATION OR TRAVERSE.
 AW5756
 AW5756                          STATION RECOVERY (1994)
 AW5756
 AW5756'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5756'MARK NOT FOUND.
 AW5756
 AW5756                          STATION RECOVERY (1995)
 AW5756
 AW5756'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5756'MARK NOT FOUND.
 AW5756
 AW5756                          STATION RECOVERY (2002)
 AW5756
 AW5756'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3796 ***********************************************************************
 AW3796  DESIGNATION -  H+90+33+50
 AW3796  PID         -  AW3796
 AW3796  STATE/COUNTY-  TX/HARRIS
 AW3796  USGS QUAD   -  LA PORTE (1982)
 AW3796
 AW3796                         *CURRENT SURVEY CONTROL
 AW3796  ___________________________________________________________________
 AW3796* NAD 83(1986)-  29 43 55.     (N)    095 06 39.     (W)     SCALED    
 AW3796* NAVD 88     -         5.42   (+/-2cm)      17.8    (feet)  VERTCON   
 AW3796  ___________________________________________________________________
 AW3796  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3796
 AW3796  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3796
 AW3796.The horizontal coordinates were scaled from a topographic map and have
 AW3796.an estimated accuracy of +/- 6 seconds.
 AW3796
 AW3796.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3796.The vertical order pertains to the NGVD 29 superseded value.
 AW3796
 AW3796.The geoid height was determined by GEOID03.
 AW3796
 AW3796;                    North         East    Units  Estimated Accuracy
 AW3796;SPC TXSC     - 4,216,670.      976,140.      MT  (+/- 180 meters Scaled)
 AW3796
 AW3796                          SUPERSEDED SURVEY CONTROL
 AW3796
 AW3796  NGVD 29 (??/??/92)    5.414  (m)           17.76   (f) ADJ UNCH    1 2
 AW3796
 AW3796.Superseded values are not recommended for survey control.
 AW3796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3796.See file dsdata.txt to determine how the superseded data were derived.
 AW3796
 AW3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN958909(NAD 83)
 AW3796_MARKER: Z = SEE DESCRIPTION
 AW3796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3796_SP_SET: CASING
 AW3796_STAMPING: H+90 33+50 EL-23.95
 AW3796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3796
 AW3796  HISTORY     - Date     Condition        Report By
 AW3796  HISTORY     - UNK      MONUMENTED       LOCENG
 AW3796  HISTORY     - 1964     GOOD             NGS
 AW3796  HISTORY     - 19910711 GOOD             USPSQD
 AW3796
 AW3796                          STATION DESCRIPTION
 AW3796
 AW3796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3796'9.75 MI NW FROM LA PORTE.
 AW3796'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW3796'SCHOOL AT LA PORTE, THENCE 5.5 MILES WEST ALONG STATE HIGHWAY 225,
 AW3796'THENCE 1.0 MILE NORTH ALONG A PAVED ROAD TO THE MAIN ENTRANCE TO THE
 AW3796'DIAMOND ALKALI COMPANY, THENCE 0.2 MILE NORTHEAST ALONG A SPUR
 AW3796'RAILROAD TRACK, THENCE 0.25 MILE NORTH ALONG K+93 SREET WHICH IS
 AW3796'PAVED, THENCE 0.1 MILE WEST ALONG A PAVED STREET, IN THE CENTER OF A
 AW3796'PAVED STREET INTERSECTION, ABOUT 103 YARDS WEST OF BENCH MARK
 AW3796'K+93,33+50 (D.A.C.), THE CENTER OF A 6-INCH LEAD PLATE THAT IS SET IN
 AW3796'THE TOP OF A CONCRETE POST AND IS ENCASED IN AN 18-INCH CASING AND
 AW3796'COVERED WITH A METAL COVER, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AW3796'STREET.
 AW3796
 AW3796                          STATION RECOVERY (1991)
 AW3796
 AW3796'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4898 ***********************************************************************
 AH4898  DESIGNATION -  HAAS ET
 AH4898  PID         -  AH4898
 AH4898  STATE/COUNTY-  TX/BLANCO
 AH4898  USGS QUAD   -  CRABAPPLE CREEK (1963)
 AH4898
 AH4898                         *CURRENT SURVEY CONTROL
 AH4898  ___________________________________________________________________
 AH4898* NAD 83(1993)-  30 07 28.26249(N)    098 31 22.93696(W)     ADJUSTED  
 AH4898* NAVD 88     -       549.7    (meters)    1803.     (feet)  VERTCON   
 AH4898  ___________________________________________________________________
 AH4898  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 AH4898  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AH4898
 AH4898  HORZ ORDER  -  THIRD
 AH4898
 AH4898.The horizontal coordinates were established by classical geodetic methods
 AH4898.and adjusted by the National Geodetic Survey in July 1998..
 AH4898
 AH4898.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4898
 AH4898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4898
 AH4898.The geoid height was determined by GEOID03.
 AH4898
 AH4898;                    North         East     Units Scale Factor Converg.
 AH4898;SPC TX C     - 3,052,175.997   874,442.125   MT  0.99999791   +0 55 56.7
 AH4898;SPC TX C     -10,013,680.75  2,868,898.87   sFT  0.99999791   +0 55 56.7
 AH4898;UTM  14      - 3,332,678.994   545,944.604   MT  0.99962604   +0 14 21.8
 AH4898
 AH4898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4898!SPC TX C     -   0.99991734  x   0.99999791  =   0.99991525
 AH4898!UTM  14      -   0.99991734  x   0.99962604  =   0.99954341
 AH4898
 AH4898                          SUPERSEDED SURVEY CONTROL
 AH4898
 AH4898  NGVD 29 (07/28/98)  549.6    (m)         1803.     (f) VERT ANG       
 AH4898
 AH4898.Superseded values are not recommended for survey control.
 AH4898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4898.See file dsdata.txt to determine how the superseded data were derived.
 AH4898
 AH4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU4594532679(NAD 83)
 AH4898_MARKER: DS = TRIANGULATION STATION DISK
 AH4898_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH4898_PROJECTION: FLUSH
 AH4898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4898+STABILITY: SURFACE MOTION
 AH4898
 AH4898  HISTORY     - Date     Condition        Report By
 AH4898  HISTORY     - 1959     MONUMENTED       USGS
 AH4898
 AH4898                          STATION DESCRIPTION
 AH4898
 AH4898'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH4898'STATION IS LOCATED ON TOP OF A PROMINENT WOODED HILL ABOUT 7 MI. NW.
 AH4898'OF BLANCO, TEXAS.
 AH4898'TO REACH FROM BLANCO POST OFFICE, PROCEED NORTHWESTERLY ALONG FARM
 AH4898'ROAD 1623 FOR 5.2 MI., THENCE WESTERLY ALONG DIRT RD. 1.8 MI. TO GATE
 AH4898'ON RIGHT TO THE HAAS RESIDENCE, THENCE RIGHT (NORTHERLY), FOLLOWING
 AH4898'TRACK RD. ABOUT 2 MI. TO SADDLE JUST W. OF STATION AND END OF TRUCK
 AH4898'TRAVEL, STATION LIES ABOUT 400 FT. E. OF HIGHEST POINT. A FOUR-WHEEL
 AH4898'DRIVE VEHICLE MAY BE DRIVEN TO STATION.
 AH4898'STATION MARK--A STANDARD TABLET SET IN CONCRETE POST PROJECTING 8 IN.
 AH4898'ABOVE GROUND AND STAMPED---HAAS - ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1288 ***********************************************************************
 AH1288  DESIGNATION -  HACHA WINDMILL
 AH1288  PID         -  AH1288
 AH1288  STATE/COUNTY-  TX/KLEBERG
 AH1288  USGS QUAD   -  PITA ISLAND (1975)
 AH1288
 AH1288                         *CURRENT SURVEY CONTROL
 AH1288  ___________________________________________________________________
 AH1288* NAD 83(1993)-  27 32 40.30092(N)    097 21 17.66328(W)     ADJUSTED  
 AH1288* NAVD 88     -                                                        
 AH1288  ___________________________________________________________________
 AH1288  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1288  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AH1288
 AH1288  HORZ ORDER  -  THIRD
 AH1288
 AH1288.The horizontal coordinates were established by classical geodetic methods
 AH1288.and adjusted by the National Geodetic Survey in February 1996..
 AH1288
 AH1288
 AH1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1288
 AH1288.The geoid height was determined by GEOID03.
 AH1288
 AH1288;                    North         East     Units Scale Factor Converg.
 AH1288;SPC TX S     - 5,208,567.529   413,095.189   MT  0.99993961   +0 31 11.6
 AH1288;SPC TX S     -17,088,441.97  1,355,296.47   sFT  0.99993961   +0 31 11.6
 AH1288;UTM  14      - 3,047,827.661   662,437.612   MT  0.99992571   +0 45 39.3
 AH1288
 AH1288                          SUPERSEDED SURVEY CONTROL
 AH1288
 AH1288  NAD 83(1986)-  27 32 40.31234(N)    097 21 17.63858(W) AD(       ) 4
 AH1288  NAD 27      -  27 32 39.16700(N)    097 21 16.66800(W) AD(       ) 3
 AH1288
 AH1288.Superseded values are not recommended for survey control.
 AH1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1288.See file dsdata.txt to determine how the superseded data were derived.
 AH1288
 AH1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6243847828(NAD 83)
 AH1288_MARKER: 66 = WINDMILL
 AH1288
 AH1288  HISTORY     - Date     Condition        Report By
 AH1288  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1288
 AH1288                          STATION DESCRIPTION
 AH1288
 AH1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1288'LOCATED ON THE LAURELES DIVISION OF THE KING RANCH, ABOUT 11.5
 AH1288'MILES S OF U.S. NAVAL AIR STATION, CORPUS CHRISTI.
 AH1288'
 AH1288'TO REACH FROM THE SOUTH GATE OF THE NAVAL AIR STATION, PROCEED
 AH1288'0.6 MILE SW ON S.H. 358 TO WALDRON FIELD ROAD, SW 4.4 MILES TO
 AH1288'THE N GATE OF THE KING RANCH, S 5.9 MILES TO A TRAIL W, W 1.2
 AH1288'MILES TO THE STATION.
 AH1288'
 AH1288'STATION IS A STEEL WINDMILL, 30 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0566 ***********************************************************************
 AO0566  DESIGNATION -  HACIENDA USGS 1952
 AO0566  PID         -  AO0566
 AO0566  STATE/COUNTY-  TX/ATASCOSA
 AO0566  USGS QUAD   -  PEGGY (1984)
 AO0566
 AO0566                         *CURRENT SURVEY CONTROL
 AO0566  ___________________________________________________________________
 AO0566* NAD 83(1993)-  28 44 36.26241(N)    098 14 32.49992(W)     ADJUSTED  
 AO0566* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 AO0566  ___________________________________________________________________
 AO0566  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AO0566  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AO0566
 AO0566  HORZ ORDER  -  SECOND
 AO0566
 AO0566.The horizontal coordinates were established by classical geodetic methods
 AO0566.and adjusted by the National Geodetic Survey in February 1996..
 AO0566
 AO0566.The orthometric height was scaled from a topographic map.
 AO0566
 AO0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0566
 AO0566.The geoid height was determined by GEOID03.
 AO0566
 AO0566;                    North         East     Units Scale Factor Converg.
 AO0566;SPC TXSC     - 4,101,101.657   673,998.365   MT  0.99991614   +0 22 16.2
 AO0566;SPC TXSC     -13,455,031.02  2,211,276.30   sFT  0.99991614   +0 22 16.2
 AO0566;UTM  14      - 3,179,792.981   573,976.654   MT  0.99966753   +0 21 51.7
 AO0566
 AO0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0566!SPC TXSC     -   0.99998475  x   0.99991614  =   0.99990089
 AO0566!UTM  14      -   0.99998475  x   0.99966753  =   0.99965229
 AO0566
 AO0566                          SUPERSEDED SURVEY CONTROL
 AO0566
 AO0566  NAD 83(1986)-  28 44 36.26648(N)    098 14 32.47779(W) AD(       ) 2
 AO0566  NAD 27      -  28 44 35.33100(N)    098 14 31.44500(W) AD(       ) 2
 AO0566
 AO0566.Superseded values are not recommended for survey control.
 AO0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0566.See file dsdata.txt to determine how the superseded data were derived.
 AO0566
 AO0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS7397779793(NAD 83)
 AO0566_MARKER: DB = BENCH MARK DISK
 AO0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0566_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0566+STABILITY: SURFACE MOTION
 AO0566
 AO0566  HISTORY     - Date     Condition        Report By
 AO0566  HISTORY     - 1952     MONUMENTED       CGS
 AO0566  HISTORY     - 1965     SEE DESCRIPTION  USGS
 AO0566
 AO0566                          STATION DESCRIPTION
 AO0566
 AO0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0566'THE STATION IS LOCATED ABOUT 4 MILES EAST OF CAMPBELLTON,
 AO0566'3-1/2 MILES NORTHWEST OF THE ATASCOSA-LIVE OAK COUNTY LINE,
 AO0566'1/4 MILE NORTH OF HACIENDA DE LA TORDILLA RANCH HOUSE AND
 AO0566'130 YARDS SOUTH OF A WINDMILL.
 AO0566'
 AO0566'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AO0566'PEGGY, DISTANCE 28.473 METERS (93.42 FEET) WEST-SOUTHWEST
 AO0566'OF STATION PEGGY.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 AO0566'SURVEY BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE
 AO0566'CONCRETE POST THAT PROJECTS 8 INCHES.  THE MARK IS STAMPED
 AO0566'HACIENDA 1952.
 AO0566
 AO0566                          STATION RECOVERY (1965)
 AO0566
 AO0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AO0566'STATION WAS DESTROYED BY BULLDOZER.  PORTION OF CONCRETE
 AO0566'POST AND ONE HALF OF THE CAP WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0562 ***********************************************************************
 AO0562  DESIGNATION -  HACK
 AO0562  PID         -  AO0562
 AO0562  STATE/COUNTY-  TX/LIVE OAK
 AO0562  USGS QUAD   -  COMANCHE HILLS (1985)
 AO0562
 AO0562                         *CURRENT SURVEY CONTROL
 AO0562  ___________________________________________________________________
 AO0562* NAD 83(1993)-  28 33 02.57008(N)    098 08 29.36159(W)     ADJUSTED  
 AO0562* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 AO0562  ___________________________________________________________________
 AO0562  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AO0562  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AO0562
 AO0562  HORZ ORDER  -  SECOND
 AO0562
 AO0562.The horizontal coordinates were established by classical geodetic methods
 AO0562.and adjusted by the National Geodetic Survey in February 1996..
 AO0562
 AO0562.The orthometric height was scaled from a topographic map.
 AO0562
 AO0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0562
 AO0562.The geoid height was determined by GEOID03.
 AO0562
 AO0562;                    North         East     Units Scale Factor Converg.
 AO0562;SPC TXSC     - 4,079,815.607   684,007.071   MT  0.99995617   +0 25 14.1
 AO0562;SPC TXSC     -13,385,195.04  2,244,113.20   sFT  0.99995617   +0 25 14.1
 AO0562;UTM  14      - 3,158,510.944   583,979.623   MT  0.99968704   +0 24 37.2
 AO0562
 AO0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0562!SPC TXSC     -   0.99999061  x   0.99995617  =   0.99994678
 AO0562!UTM  14      -   0.99999061  x   0.99968704  =   0.99967765
 AO0562
 AO0562:                Primary Azimuth Mark                     Grid Az
 AO0562:SPC TXSC     -  TT 5 RWE VABM 288                        087 11 42.9
 AO0562:UTM  14      -  TT 5 RWE VABM 288                        087 12 19.8
 AO0562
 AO0562|---------------------------------------------------------------------|
 AO0562| PID    Reference Object                     Distance      Geod. Az  |
 AO0562|                                                           dddmmss.s |
 AO0562| CV5677 TT 5 RWE VABM 288                                  0873657.0 |
 AO0562| CV4190 HACK RM 1                            19.706 METERS 16255     |
 AO0562| CV4191 HACK RM 2                            18.557 METERS 29044     |
 AO0562|---------------------------------------------------------------------|
 AO0562
 AO0562                          SUPERSEDED SURVEY CONTROL
 AO0562
 AO0562  NAD 83(1986)-  28 33 02.57522(N)    098 08 29.34056(W) AD(       ) 2
 AO0562  NAD 27      -  28 33 01.61200(N)    098 08 28.32100(W) AD(       ) 2
 AO0562
 AO0562.Superseded values are not recommended for survey control.
 AO0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0562.See file dsdata.txt to determine how the superseded data were derived.
 AO0562
 AO0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8398058511(NAD 83)
 AO0562_MARKER: DS = TRIANGULATION STATION DISK
 AO0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0562
 AO0562  HISTORY     - Date     Condition        Report By
 AO0562  HISTORY     - 1953     MONUMENTED       CGS
 AO0562  HISTORY     - 1961     GOOD             CGS
 AO0562
 AO0562                          STATION DESCRIPTION
 AO0562
 AO0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0562'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF WHITSETT AND
 AO0562'6 MILES NORTHEAST OF THREE RIVERS ON A PROMINENT NORTH-SOUTH
 AO0562'RIDGE, THAT IS QUITE HEAVILY WOODED.
 AO0562'
 AO0562'TO REACH THE STATION FROM THREE RIVERS, GO NORTH ON U.S. HIGHWAY
 AO0562'281 FOR 0.7 MILE TO JUNCTION WITH STATE HIGHWAY 72, TURN
 AO0562'RIGHT ON STATE HIGHWAY 72 AND GO NORTHEAST 2.6 MILES TO JUNCTION
 AO0562'WITH STATE HIGHWAY 9.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY
 AO0562'72 FOR 1.3 MILE TO A ROAD LEFT.  TURN LEFT, GO NORTHERLY
 AO0562'ON DIRT ROAD 3.1 MILES TO WHERE THE ROAD TURNS TO THE RIGHT
 AO0562'AND A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH GATE AND
 AO0562'GO WEST 100 FEET TO STATION.
 AO0562'
 AO0562'THE STATION MARK IS STAMPED HACK 1953.  IT IS A STANDARD DISK
 AO0562'SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 100
 AO0562'FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 22 FEET SOUTH OF
 AO0562'A WIRE FENCE AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 AO0562'
 AO0562'REFERENCE MARK 1 IS STAMPED HACK NO 1 1953.  IT IS A STANDARD
 AO0562'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 AO0562'IS 100 FEET WEST OF THE CENTER LINE OF A DIRT ROAD.
 AO0562'
 AO0562'REFERENCE MARK 2 IS STAMPED HACK NO 2 1953.  IT IS A STANDARD
 AO0562'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 AO0562'IS 1 FOOT SOUTH OF A WIRE FENCE.
 AO0562'
 AO0562'THE AZIMUTH MARK IS STAMPED V.A.B.M. 288 TT5 RWE 1952.  IT IS
 AO0562'A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A CONCRETE MONUMENT
 AO0562'THAT PROJECTS 2 INCHES.  IT IS 15 FEET SOUTH OF THE JUNCTION
 AO0562'OF AN EAST-WEST ROAD AND A NORTH-SOUTH ROAD THAT EXTENDS NORTH,
 AO0562'12 FEET SOUTHWEST OF A TELEPHONE POLE AND 3 FEET EAST OF
 AO0562'A WHITE WITNESS POST.
 AO0562'
 AO0562'TO REACH THE MARK FROM THE STATION GO EAST 0.2 MILE TO THE
 AO0562'MARK ON THE RIGHT.
 AO0562'
 AO0562'ON PROPERTY OF MRS. J.G. SCHULZ OF THREE RIVERS AND LEASED
 AO0562'BY MR. JOE TOM OF CAMPBELLTON.
 AO0562'
 AO0562'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 AO0562
 AO0562                          STATION RECOVERY (1961)
 AO0562
 AO0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JRN)
 AO0562'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 AO0562'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 AO0562'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0587 ***********************************************************************
 AZ0587  DESIGNATION -  HACK
 AZ0587  PID         -  AZ0587
 AZ0587  STATE/COUNTY-  TX/EDWARDS
 AZ0587  USGS QUAD   -  VANCE (1973)
 AZ0587
 AZ0587                         *CURRENT SURVEY CONTROL
 AZ0587  ___________________________________________________________________
 AZ0587* NAD 83(1993)-  29 51 43.85020(N)    100 04 34.25208(W)     ADJUSTED  
 AZ0587* NAVD 88     -       677.     (meters)    2221.     (feet)  SCALED    
 AZ0587  ___________________________________________________________________
 AZ0587  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AZ0587  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 AZ0587
 AZ0587  HORZ ORDER  -  SECOND
 AZ0587
 AZ0587.The horizontal coordinates were established by classical geodetic methods
 AZ0587.and adjusted by the National Geodetic Survey in February 1996..
 AZ0587
 AZ0587.The orthometric height was scaled from a topographic map.
 AZ0587
 AZ0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0587
 AZ0587.The geoid height was determined by GEOID03.
 AZ0587
 AZ0587;                    North         East     Units Scale Factor Converg.
 AZ0587;SPC TXSC     - 4,225,331.191   496,031.405   MT  0.99990545   -0 31 38.0
 AZ0587;SPC TXSC     -13,862,607.42  1,627,396.37   sFT  0.99990545   -0 31 38.0
 AZ0587;UTM  14      - 3,304,000.089   396,058.595   MT  0.99973330   -0 32 09.2
 AZ0587
 AZ0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0587!SPC TXSC     -   0.99989716  x   0.99990545  =   0.99980262
 AZ0587!UTM  14      -   0.99989716  x   0.99973330  =   0.99963049
 AZ0587
 AZ0587|---------------------------------------------------------------------|
 AZ0587| PID    Reference Object                     Distance      Geod. Az  |
 AZ0587|                                                           dddmmss.s |
 AZ0587| CV4188 HACK RM 1                            14.685 METERS 03008     |
 AZ0587| CV4187 HACK AZ MK                                         2772510.3 |
 AZ0587| CV4189 HACK RM 2                            14.887 METERS 28704     |
 AZ0587|---------------------------------------------------------------------|
 AZ0587
 AZ0587                          SUPERSEDED SURVEY CONTROL
 AZ0587
 AZ0587  NAD 83(1986)-  29 51 43.85111(N)    100 04 34.23814(W) AD(       ) 2
 AZ0587  NAD 27      -  29 51 43.06800(N)    100 04 32.96800(W) AD(       ) 2
 AZ0587
 AZ0587.Superseded values are not recommended for survey control.
 AZ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0587.See file dsdata.txt to determine how the superseded data were derived.
 AZ0587
 AZ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU9605904000(NAD 83)
 AZ0587_MARKER: DS = TRIANGULATION STATION DISK
 AZ0587_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0587
 AZ0587  HISTORY     - Date     Condition        Report By
 AZ0587  HISTORY     - 1944     MONUMENTED       CGS
 AZ0587  HISTORY     - 1973     GOOD             USGS
 AZ0587
 AZ0587                          STATION DESCRIPTION
 AZ0587
 AZ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AZ0587'STATION IS LOCATED ABOUT 13 MILES, AIR LINE, SE OF ROCKSPRINGS,
 AZ0587'10 MILES, AIR LINE, N OF BARKSDALE, ON THE HIGHEST POINT OF A
 AZ0587'CEDAR-COVERED RIDGE BETWEEN NUECES RIVER ON THE E AND HACKBERRY
 AZ0587'CREEK ON THE W, AND ABOUT 1.0 MILE ESE OF AN ABANDONED GREEN
 AZ0587'RANCH HOUSE ON STATE HIGHWAY 55.  IT IS ABOUT 200 YARDS S OF A
 AZ0587'FENCELINE.
 AZ0587'
 AZ0587'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 AZ0587'THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS STAMPED
 AZ0587'HACK 1944.
 AZ0587'
 AZ0587'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 AZ0587'BEDROCK THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT
 AZ0587'IS STAMPED HACK NO 1 1944.
 AZ0587'
 AZ0587'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 AZ0587'BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED HACK NO 2 1944.
 AZ0587'
 AZ0587'AZIMUTH MARK IS ON THE FIRST RIDGE W OF THE SADDLE MENTIONED
 AZ0587'BELOW, ABOUT 150 YARDS S OF A FENCELINE, AND 10 FEET SSE OF A
 AZ0587'ROCK CAIRN.  IT IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 AZ0587'BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED HACK 1944.
 AZ0587'
 AZ0587'TO REACH STATION FROM THE COURTHOUSE IN ROCKSPRINGS, GO E
 AZ0587'ON STATE HIGHWAY 55 FOR 0.1 MILE TO THE JUNCTION OF STATE
 AZ0587'HIGHWAY 55 AND 41.  TURN RIGHT AND GO SE ON STATE HIGHWAY 55
 AZ0587'FOR 14.4 MILES TO A DIM TRACK ROAD LEFT LEADING TO A GREEN
 AZ0587'RANCH HOUSE, JUST BEFORE CROSSING A WIDE DRY WASH.  GO E ON
 AZ0587'TRACK ROAD 0.1 MILE TO RANCH YARD AND END OF TRUCK TRAVEL.  FROM
 AZ0587'HERE PACK TO RIGHT OF HOUSE OVER A LOW RIDGE INTO A CANYON,
 AZ0587'THENCE LEFT UP CANYON FOR ABOUT 0.75 MILE, THENCE RIGHT UP
 AZ0587'STEEP SLOPE TO A FENCE IN SADDLE.  TURN LEFT AND FOLLOW TRAIL
 AZ0587'ALONG FENCE FOR ABOUT 0.2 MILE TO TOP OF RIDGE.  CROSS FENCE
 AZ0587'AND FOLLOW RIDGE S FOR ABOUT 200 YARDS TO HIGHEST POINT AND
 AZ0587'STATION.
 AZ0587'
 AZ0587'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 AZ0587
 AZ0587                          STATION RECOVERY (1973)
 AZ0587
 AZ0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (IJB)
 AZ0587'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 55 AND
 AZ0587'RANCH ROAD 335, NORTH OF BARKSDALE, TEXAS.  GO 9.6 MILES NORTHEAST
 AZ0587'ALONG STATE HIGHWAY 55 TO JUNCTION OF GRADED ROAD RIGHT, OLD
 AZ0587'HIGHWAY, TURN RIGHT, AND GO 2.6 MILES, NORTH-NORTHEAST, ALONG
 AZ0587'OLD HIGHWAY TO A ROAD RIGHT, ABOUT 0.1 MILE PAST THE A ROAD AND
 AZ0587'DRAIN CROSSING.  THEN TURN RIGHT, UP AN OLD DRILLING ROAD, 1.5
 AZ0587'MILES TO RIDGE TOP, TURN RIGHT ON 4 WHEEL DRIVE ROAD FOR 0.5
 AZ0587'MILE TO SMALL TOP AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0489 ***********************************************************************
 DP0489  DESIGNATION -  HACK
 DP0489  PID         -  DP0489
 DP0489  STATE/COUNTY-  TX/COTTLE
 DP0489  USGS QUAD   -  CHALK (1981)
 DP0489
 DP0489                         *CURRENT SURVEY CONTROL
 DP0489  ___________________________________________________________________
 DP0489* NAD 83(1993)-  33 58 39.12902(N)    100 14 24.05278(W)     ADJUSTED  
 DP0489* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 DP0489  ___________________________________________________________________
 DP0489  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DP0489  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DP0489
 DP0489  HORZ ORDER  -  SECOND
 DP0489
 DP0489.The horizontal coordinates were established by classical geodetic methods
 DP0489.and adjusted by the National Geodetic Survey in February 1996..
 DP0489
 DP0489.The orthometric height was scaled from a topographic map.
 DP0489
 DP0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0489
 DP0489.The geoid height was determined by GEOID03.
 DP0489
 DP0489;                    North         East     Units Scale Factor Converg.
 DP0489;SPC TXNC     - 2,257,596.764   439,213.676   MT  1.00000305   -0 56 56.4
 DP0489;SPC TXNC     - 7,406,798.72  1,440,986.87   sFT  1.00000305   -0 56 56.4
 DP0489;UTM  14      - 3,760,357.995   385,453.815   MT  0.99976174   -0 41 35.1
 DP0489
 DP0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0489!SPC TXNC     -   0.99992178  x   1.00000305  =   0.99992483
 DP0489!UTM  14      -   0.99992178  x   0.99976174  =   0.99968354
 DP0489
 DP0489|---------------------------------------------------------------------|
 DP0489| PID    Reference Object                     Distance      Geod. Az  |
 DP0489|                                                           dddmmss.s |
 DP0489| CX8205 HACK RM 1                            18.566 METERS 07507     |
 DP0489| CX8206 HACK RM 2                            18.798 METERS 22046     |
 DP0489| CX8204 HACK AZ MK                                         2692722.4 |
 DP0489| EN0710 PADUCAH TV SIGNAL SERVICE MST       APPROX. 7.4 KM 2961610.0 |
 DP0489| EN0705 PADUCAH MUNICIPAL TANK              APPROX. 7.8 KM 3020200.5 |
 DP0489| EN0709 PADUCAH PANHANDLE CO TANK           APPROX. 7.6 KM 3111528.5 |
 DP0489|---------------------------------------------------------------------|
 DP0489
 DP0489                          SUPERSEDED SURVEY CONTROL
 DP0489
 DP0489  NAD 83(1993)-  33 58 39.13060(N)    100 14 24.05278(W) AD(       ) 2
 DP0489  NAD 83(1986)-  33 58 39.13493(N)    100 14 24.04551(W) AD(       ) 2
 DP0489  NAD 27      -  33 58 38.84814(N)    100 14 22.64138(W) AD(       ) 2
 DP0489
 DP0489.Superseded values are not recommended for survey control.
 DP0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0489.See file dsdata.txt to determine how the superseded data were derived.
 DP0489
 DP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC8545460358(NAD 83)
 DP0489_MARKER: DS = TRIANGULATION STATION DISK
 DP0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0489
 DP0489  HISTORY     - Date     Condition        Report By
 DP0489  HISTORY     - 1967     MONUMENTED       CGS
 DP0489
 DP0489                          STATION DESCRIPTION
 DP0489
 DP0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DP0489'THE STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF PADUCAH AND 2 MILES
 DP0489'EAST OF FARM ROAD 1038, IN THE NORTHWEST ANGLE OF A ROAD JUNCTION.
 DP0489'
 DP0489'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 70 AT
 DP0489'THE STOP LIGHT IN PADUCAH, GO SOUTH ON U.S. HIGHWAY 83 FOR 0.4 MILE
 DP0489'TO THE JUNCTION WITH FARM ROAD 1038 ON THE LEFT.  TURN LEFT AND GO
 DP0489'EAST AND SOUTH ON FARM ROAD 1038 FOR 2.45 MILES TO A GRADED SIDE
 DP0489'ROAD LEFT.  TURN LEFT AND GO EAST AND SOUTH ON GRADED ROAD FOR 1.9
 DP0489'MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT.  TURN
 DP0489'LEFT AND GO EAST ON GRADED FOR 1.0 MILE TO A CROSSROAD AND THE
 DP0489'STATION ON THE LEFT.
 DP0489'
 DP0489'STATION MARK IS A STANDARD DISK, STAMPED HACK 1967, SET IN THE TOP OF
 DP0489'A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4 INCHES
 DP0489'ABOVE THE GROUND.  IT IS 30.0 FEET WEST OF THE CENTERLINE OF A
 DP0489'NORTH-SOUTH GRADED ROAD, 28.0 FEET NORTH OF AN EAST-WEST GRADED
 DP0489'ROAD, 18.1 FEET SOUTH OF A TELEPHONE LINE POLE, 7.7 FEET NORTH OF A
 DP0489'POWER LINE POLE AND 4.4 FEET SOUTH OF A WITNESS POST.  THE
 DP0489'UNDERGROUND MARK IS 36 INCHES BELOW THE GROUND SURFACE.
 DP0489'
 DP0489'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HACK NO 1 1967, SET IN
 DP0489'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0489'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 45.0 FEET NORTH OF THE
 DP0489'CENTERLINE OF THE EAST-WEST ROAD, 62.0 FEET EAST-SOUTHEAST OF THE
 DP0489'POWER LINE POLE, 29.0 FEET EAST OF THE CENTERLINE OF THE
 DP0489'NORTH-SOUTH ROAD, 1.0 FEET WEST OF A FENCE AND ABOUT THE SAME
 DP0489'ELEVATION AS THE STATION.
 DP0489'
 DP0489'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HACK NO 2 1967, SET IN
 DP0489'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0489'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 72.0 FEET WEST OF THE
 DP0489'CENTERLINE OF THE NORTH-SOUTH ROAD, 56.0 FEET SOUTHWEST OF THE
 DP0489'POWER LINE POLE, 19.0 FEET SOUTH OF THE CENTERLINE OF THE
 DP0489'EAST-WEST ROAD, 1.0 FEET NORTH OF A FENCE AND ABOUT THE SAME
 DP0489'ELEVATION AS THE STATION.
 DP0489'
 DP0489'AZIMUTH MARK IS A STANDARD DISK, STAMPED HACK 1967, SET IN THE
 DP0489'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DP0489'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 29.0 FEET WEST OF THE
 DP0489'CENTERLINE OF A GRADED ROAD, 2.2 FEET NORTH OF A POWER LINE
 DP0489'POLE, 1.8 FEET SOUTHEAST OF A WITNESS POST AND 1.0 FEET WEST OF A
 DP0489'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0800 ***********************************************************************
 EN0800  DESIGNATION -  HACK
 EN0800  PID         -  EN0800
 EN0800  STATE/COUNTY-  TX/BRISCOE
 EN0800  USGS QUAD   -  WILLOW ARROYO (1985)
 EN0800
 EN0800                         *CURRENT SURVEY CONTROL
 EN0800  ___________________________________________________________________
 EN0800* NAD 83(1993)-  34 41 41.01515(N)    101 05 02.17221(W)     ADJUSTED  
 EN0800* NAVD 88     -       768.     (meters)    2520.     (feet)  SCALED    
 EN0800  ___________________________________________________________________
 EN0800  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 EN0800  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EN0800
 EN0800  HORZ ORDER  -  FIRST
 EN0800
 EN0800.The horizontal coordinates were established by classical geodetic methods
 EN0800.and adjusted by the National Geodetic Survey in February 1996..
 EN0800
 EN0800.The orthometric height was scaled from a topographic map.
 EN0800
 EN0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0800
 EN0800.The geoid height was determined by GEOID03.
 EN0800
 EN0800;                    North         East     Units Scale Factor Converg.
 EN0800;SPC TX N     - 1,077,152.231   238,121.679   MT  0.99998993   +0 14 28.0
 EN0800;SPC TX N     - 3,533,956.94    781,237.54   sFT  0.99998993   +0 14 28.0
 EN0800;UTM  14      - 3,841,166.645   309,118.844   MT  1.00004910   -1 11 11.6
 EN0800
 EN0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0800!SPC TX N     -   0.99988371  x   0.99998993  =   0.99987364
 EN0800!UTM  14      -   0.99988371  x   1.00004910  =   0.99993281
 EN0800
 EN0800|---------------------------------------------------------------------|
 EN0800| PID    Reference Object                     Distance      Geod. Az  |
 EN0800|                                                           dddmmss.s |
 EN0800| CJ6555 HACK RM 1                             9.429 METERS 06340     |
 EN0800| CJ5566 16 RDS                                             1015030.4 |
 EN0800| CJ6556 HACK RM 2                             6.080 METERS 15408     |
 EN0800|---------------------------------------------------------------------|
 EN0800
 EN0800                          SUPERSEDED SURVEY CONTROL
 EN0800
 EN0800  NAD 83(1993)-  34 41 41.01749(N)    101 05 02.16951(W) AD(       ) 1
 EN0800  NAD 83(1986)-  34 41 41.02111(N)    101 05 02.16531(W) AD(       ) 1
 EN0800  NAD 27      -  34 41 40.81997(N)    101 05 00.62280(W) AD(       ) 1
 EN0800
 EN0800.Superseded values are not recommended for survey control.
 EN0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0800.See file dsdata.txt to determine how the superseded data were derived.
 EN0800
 EN0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD0911941167(NAD 83)
 EN0800_MARKER: DS = TRIANGULATION STATION DISK
 EN0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0800
 EN0800  HISTORY     - Date     Condition        Report By
 EN0800  HISTORY     - 1964     MONUMENTED       CGS
 EN0800
 EN0800                          STATION DESCRIPTION
 EN0800
 EN0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0800'THE STATION IS ABOUT 20-1/2 MILES SOUTHWEST OF CLARENDON, 20 MILES
 EN0800'NORTHEAST OF SILVERTON AND 9-1/2 MILES SOUTHEAST OF THE VILLAGE OF
 EN0800'PALODURO, ON PROPERTY OWNED BY MR. BRYANT EDWARDS OF HENRYETTA,
 EN0800'TEXAS, NEAR THE NORTHEAST RIM OF A SMALL CANYON.
 EN0800'
 EN0800'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 EN0800'HIGHWAY 70 IN THE EAST EDGE OF CLARENDON, GO SOUTHERLY ON STATE
 EN0800'HIGHWAY 70 FOR 17.75 MILES TO THE JUNCTION WITH STATE HIGHWAY 256.
 EN0800'TURN RIGHT AND GO WEST AND SOUTHWEST ON BOTH HIGHWAYS FOR 1.4
 EN0800'MILES TO A BRIDGE OVER MULBERRY CREEK.  CROSS BRIDGE AND CONTINUE
 EN0800'SOUTHERLY ON THE HIGHWAY FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT
 EN0800'FORK, GRADED ROAD, LEAVING THE HIGHWAY AND GO SOUTHWEST AND
 EN0800'WEST FOR 5.9 MILES TO A CATTLE GUARD (AFTER CROSSING TWO CATTLE
 EN0800'GUARDS).  CROSS CATTLE GUARD AND GO NORTHWEST ON GRADED ROAD
 EN0800'(CROSSING TWO MORE CATTLE GUARDS) FOR 5.4 MILES TO A CATTLE
 EN0800'GUARD JUST BEFORE REACHING SOME RANCH BUILDINGS.  CROSS CATTLE
 EN0800'GUARD AND CONTINUE ON GRADED ROAD FOR 0.1 MILE TO A RANCH BUILDING
 EN0800'AND 16 RDS (USGS) ON THE RIGHT.  CONTINUE NORTHWESTERLY ON GRADED
 EN0800'ROAD FOR 1.0 MILE TO A FORK.  TAKE THE LEFT FORK, TRACK ROAD, AND
 EN0800'GO WEST FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 EN0800'CONTINUE WEST TO THE NORTHEAST RIM OF THE SMALL CANYON AND THE
 EN0800'STATION.
 EN0800'
 EN0800'STATION MARK IS A STANDARD DISK, STAMPED HACK 1964, SET IN THE TOP OF
 EN0800'A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 113 FEET
 EN0800'SOUTH OF THE CENTERLINE OF A TRACK ROAD, 25 FEET NORTHEAST OF THE
 EN0800'NORTHEAST EDGE OF THE CANYON AND 5 FEET EAST OF A WITNESS POST.
 EN0800'
 EN0800'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HACK NO 1 1964, SET IN
 EN0800'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH GROUND
 EN0800'SURFACE.  IT IS 105 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD,
 EN0800'32 FEET NORTH OF THE EDGE OF THE CANYON AND ABOUT THE SAME
 EN0800'ELEVATION AS THE STATION.
 EN0800'
 EN0800'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HACK NO 2 1964, SET IN
 EN0800'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 EN0800'IS 21 FEET SOUTH-SOUTHEAST OF THE WITNESS POST, 4 FEET NORTH OF THE
 EN0800'EDGE OF THE CANYON AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0800'
 EN0800'16 RDS (USGS) IS A BRONZE DISK STAMPED 2520 16 RDS, SET IN THE TOP OF
 EN0800'AN 8 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 51 FEET
 EN0800'NORTH OF A CORNER FENCE POST, 30 FEET SOUTHWEST OF THE SOUTHWEST
 EN0800'CORNER OF THE RANCH HOUSE, 23 FEET NORTHEAST OF THE CENTERLINE OF
 EN0800'A TRACK ROAD AND 1.4 FEET WEST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0935 ***********************************************************************
 CU0935  DESIGNATION -  HACK DRILLING CO RADIO MAST
 CU0935  PID         -  CU0935
 CU0935  STATE/COUNTY-  TX/TAYLOR
 CU0935  USGS QUAD   -  SHEP (1987)
 CU0935
 CU0935                         *CURRENT SURVEY CONTROL
 CU0935  ___________________________________________________________________
 CU0935* NAD 83(1993)-  32 12 45.28696(N)    100 03 18.68551(W)     ADJUSTED  
 CU0935* NAVD 88     -                                                        
 CU0935  ___________________________________________________________________
 CU0935  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 CU0935  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CU0935
 CU0935  HORZ ORDER  -  THIRD
 CU0935
 CU0935.The horizontal coordinates were established by classical geodetic methods
 CU0935.and adjusted by the National Geodetic Survey in February 1996..
 CU0935
 CU0935
 CU0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0935
 CU0935.The geoid height was determined by GEOID03.
 CU0935
 CU0935;                    North         East     Units Scale Factor Converg.
 CU0935;SPC TXNC     - 2,061,622.976   453,393.674   MT  0.99997899   -0 50 53.5
 CU0935;SPC TXNC     - 6,763,841.38  1,487,509.08   sFT  0.99997899   -0 50 53.5
 CU0935;SPC TX C     - 3,282,284.259   726,224.505   MT  1.00010506   +0 08 35.7
 CU0935;SPC TX C     -10,768,627.61  2,382,621.56   sFT  1.00010506   +0 08 35.7
 CU0935;UTM  14      - 3,564,487.090   400,559.822   MT  0.99972194   -0 33 45.1
 CU0935
 CU0935                          SUPERSEDED SURVEY CONTROL
 CU0935
 CU0935  NAD 83(1986)-  32 12 45.29380(N)    100 03 18.67304(W) AD(       ) 4
 CU0935  NAD 27      -  32 12 44.81800(N)    100 03 17.33400(W) AD(       ) 3
 CU0935
 CU0935.Superseded values are not recommended for survey control.
 CU0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0935.See file dsdata.txt to determine how the superseded data were derived.
 CU0935
 CU0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0056064487(NAD 83)
 CU0935_MARKER: 42 = RADIO/TV MAST
 CU0935
 CU0935  HISTORY     - Date     Condition        Report By
 CU0935  HISTORY     - 1961     FIRST OBSERVED   CGS
 CU0935  HISTORY     - 19940707 GOOD             USPSQD
 CU0935
 CU0935                          STATION DESCRIPTION
 CU0935
 CU0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0935'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS APPROXIMATELY
 CU0935'6 MILES NORTHEAST OF SHEP, 13 MILES SOUTHWEST OF VIEW AND
 CU0935'ON THE WEST SIDE OF U.S. HIGHWAY 277.
 CU0935'
 CU0935'THE MAST IS AN ORANGE AND WHITE SLENDER STEEL POLE, GUYED,
 CU0935'WITH TWO SMALL ANTENNAS ON THE NORTH SIDE AND HAS AN OVERALL
 CU0935'HEIGHT OF 168 FEET.
 CU0935
 CU0935                          STATION RECOVERY (1994)
 CU0935
 CU0935'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2000 ***********************************************************************
 AY2000  DESIGNATION -  HACKBERRY
 AY2000  PID         -  AY2000
 AY2000  STATE/COUNTY-  TX/MEDINA
 AY2000  USGS QUAD   -  TEXAS MOUNTAIN (1969)
 AY2000
 AY2000                         *CURRENT SURVEY CONTROL
 AY2000  ___________________________________________________________________
 AY2000* NAD 83(1993)-  29 34 24.29566(N)    099 18 54.35488(W)     ADJUSTED  
 AY2000* NAVD 88     -       602.8    (meters)    1978.     (feet)  VERTCON   
 AY2000  ___________________________________________________________________
 AY2000  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AY2000  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AY2000
 AY2000  HORZ ORDER  -  FIRST
 AY2000
 AY2000.The horizontal coordinates were established by classical geodetic methods
 AY2000.and adjusted by the National Geodetic Survey in February 1996..
 AY2000
 AY2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2000
 AY2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2000
 AY2000.The geoid height was determined by GEOID03.
 AY2000
 AY2000;                    North         East     Units Scale Factor Converg.
 AY2000;SPC TXSC     - 4,192,888.633   569,472.073   MT  0.99987187   -0 09 15.7
 AY2000;SPC TXSC     -13,756,168.79  1,868,342.96   sFT  0.99987187   -0 09 15.7
 AY2000;UTM  14      - 3,271,559.277   469,480.257   MT  0.99961149   -0 09 19.9
 AY2000
 AY2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2000!SPC TXSC     -   0.99990899  x   0.99987187  =   0.99978087
 AY2000!UTM  14      -   0.99990899  x   0.99961149  =   0.99952052
 AY2000
 AY2000|---------------------------------------------------------------------|
 AY2000| PID    Reference Object                     Distance      Geod. Az  |
 AY2000|                                                           dddmmss.s |
 AY2000| AY2001 HACKBERRY 1924 RM 2                   4.528 METERS 06941     |
 AY2000| AY1999 HACKBERRY USGS COPPER BOLT            0.928 METERS 11155     |
 AY2000| AY2020 HONDO MUNICIPAL TANK                APPROX.30.4 KM 1454717.0 |
 AY2000| CV4192 HACKBERRY AZ MK                                    1941508.3 |
 AY2000| AY2002 HACKBERRY 1924 RM 1                   2.984 METERS 34832     |
 AY2000|---------------------------------------------------------------------|
 AY2000
 AY2000                          SUPERSEDED SURVEY CONTROL
 AY2000
 AY2000  NAD 83(1986)-  29 34 24.29743(N)    099 18 54.34078(W) AD(       ) 1
 AY2000  NAD 27      -  29 34 23.47700(N)    099 18 53.19100(W) AD(       ) 1
 AY2000  NGVD 29 (07/19/86)  602.7    (m)         1977.     (f) VERT ANG       
 AY2000
 AY2000.Superseded values are not recommended for survey control.
 AY2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2000.See file dsdata.txt to determine how the superseded data were derived.
 AY2000
 AY2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT6948071559(NAD 83)
 AY2000_MARKER: DS = TRIANGULATION STATION DISK
 AY2000_SETTING: 66 = SET IN ROCK OUTCROP
 AY2000
 AY2000  HISTORY     - Date     Condition        Report By
 AY2000  HISTORY     - 1924     MONUMENTED       CGS
 AY2000  HISTORY     - 1935     GOOD             CGS
 AY2000
 AY2000                          STATION DESCRIPTION
 AY2000
 AY2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY2000'ABOUT 22 MILES DIRECT OR 27 MILES BY ROAD W OF N FROM HONDO,
 AY2000'20 MILES SW OF BANDERA, 5 MILES W OF THE HONDO CANYON HIGHWAY,
 AY2000'1 MILE N OF THE OLD BANDERA-SABINAL ROAD, AND ON A HILL.
 AY2000'STATION MARKED BY A STANDARD DISK STATION MARK IN SOLID
 AY2000'ROCK.  TWO REFERENCE MARKS WERE SET, STANDARD DISKS
 AY2000'IN ROCK.  NO. 1 IS 2.984 METERS (9.79 FEET) FROM
 AY2000'STATION, N 11 DEG 25 MIN W.  NO. 2, 4.528 METERS
 AY2000'(14.86 FEET), N 69 DEG 43 MIN E.  HACKBERRY (U.S.G.S.) IS 0.926
 AY2000'METER (3.04 FEET) FROM STATION, S 65 DEG 56 MIN E.
 AY2000'TO REACH FROM STATION PEACHTREE GO S BY THE BERGER (OR
 AY2000'BURGER) RANCH.  ABOUT 2 MILES S OF THAT RANCH TAKE ROAD
 AY2000'LEADING W.  FOLLOW THIS ROAD W ABOUT 5 MILES TO HONDO
 AY2000'CANYON HIGHWAY.  THEN PROCEED N ABOUT 6 MILES TO THE OLD
 AY2000'BANDERA-SABINAL ROAD.  THERE ARE GATES ON THE OLD ROAD
 AY2000'ON E AND W SIDES OF HIGHWAY.  AND A SIGNBOARD--22 MILES
 AY2000'TO HONDO.  15 MILES TO BANDERA.  24 MILES TO UTOPIA.
 AY2000'TAKE THE UTOPIA ROAD THROUGH PASTURE WESTWARD, AND PROCEED
 AY2000'ABOUT 4.5 MILES TO SIGNAL NOTICE AND TELEPHONE POLE ON
 AY2000'LEFT.  FROM THIS POINT THE STATION BEARS 296 DEG MAGNETIC.  A
 AY2000'TRUCK TRAIL WAS CLEARED 0.9 MILE TO BASE OF HILL--STATION
 AY2000'WAS ON TOP OF HILL, THREE-FOURTHS MILE FURTHER.
 AY2000'ELEVATION OF STATION 602.7 METERS (1,977 FEET).
 AY2000
 AY2000                          STATION RECOVERY (1935)
 AY2000
 AY2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY2000'STATION RECOVERED AS DESCRIBED.
 AY2000'A NEW AZIMUTH MARK A STANDARD DISK SET
 AY2000'IN CONCRETE AS DESCRIBED, WAS ESTABLISHED ABOUT 1 MILE
 AY2000'SSW OF STATION 100 YARDS E OF NS FENCE, 0.15 MILE N OF BUMP GATE.
 AY2000'
 AY2000'TO REACH FROM JUNCTION OF UPPER HONDO ROAD AND HONDO CANYON
 AY2000'HIGHWAY (15.7 MILES SW OF BANDERA AND 4 MILES S OF TARPLEY) GO S
 AY2000'ON HONDO CANYON HIGHWAY FOR 0.75 MILE TO T-ROAD (LOWER UTOPIA
 AY2000'ROAD), THENCE RIGHT (W) FOR 0.45 MILE TO GATE.  ENTER GATE, GO
 AY2000'0.25 MILE ACROSS CREEK BED TO FORK.  TAKE MAIN LEFT FORK FOR
 AY2000'2.0 MILES.  FOLLOW EXTREME LEFT FORK (JUST BEFORE REACHING
 AY2000'HOUSE) FOR 0.15 MILE TO GATE.  ENTER GATE, CONTINUE ON MAIN ROAD
 AY2000'FOR 0.6 MILE TO FORK.  TAKE LEFT FORK ALONG TELEPHONE LINE FOR
 AY2000'2.45 MILES TO BUMP GATE AND NS FENCE.  STATION CAN BE SEEN
 AY2000'ABOUT 1.5 MILES DISTANT IN A NORTH-NORTHEASTERLY DIRECTION ON THE W
 AY2000'END OF A LONG FLAT RIDGE.  A TRUCK MAY BE DRIVEN TO THE FOOT OF
 AY2000'THE HILL, BUT REMAINDER OF DISTANCE MUST BE TRAVELED BY PACK.
 AY2000'
 AY2000'A TIE WAS MADE TO OLD U.S.G.S. STATION HACKBERRY.  IT IS
 AY2000'3.04 FEET S OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0840 ***********************************************************************
 GK0840  DESIGNATION -  HACKBERRY
 GK0840  PID         -  GK0840
 GK0840  STATE/COUNTY-  TX/HANSFORD
 GK0840  USGS QUAD   -  HANSFORD CAMP (1974)
 GK0840
 GK0840                         *CURRENT SURVEY CONTROL
 GK0840  ___________________________________________________________________
 GK0840* NAD 83(1993)-  36 24 58.16956(N)    101 12 52.94304(W)     ADJUSTED  
 GK0840* NAVD 88     -       924.     (meters)    3031.     (feet)  SCALED    
 GK0840  ___________________________________________________________________
 GK0840  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 GK0840  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GK0840
 GK0840  HORZ ORDER  -  THIRD
 GK0840
 GK0840.The horizontal coordinates were established by classical geodetic methods
 GK0840.and adjusted by the National Geodetic Survey in February 1996..
 GK0840
 GK0840.The orthometric height was scaled from a topographic map.
 GK0840
 GK0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0840
 GK0840.The geoid height was determined by GEOID03.
 GK0840
 GK0840;                    North         East     Units Scale Factor Converg.
 GK0840;SPC TX N     - 1,268,093.875   225,588.863   MT  1.00006262   +0 09 55.2
 GK0840;SPC TX N     - 4,160,404.65    740,119.46   sFT  1.00006262   +0 09 55.2
 GK0840;SPC OK N     -   161,900.965   311,746.433   MT  0.99995480   -1 53 49.7
 GK0840;SPC OK N     -   531,170.08  1,022,788.09   sFT  0.99995480   -1 53 49.7
 GK0840;UTM  14      - 4,032,386.978   301,433.040   MT  1.00008581   -1 18 54.7
 GK0840
 GK0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0840!SPC TX N     -   0.99985918  x   1.00006262  =   0.99992179
 GK0840!SPC OK N     -   0.99985918  x   0.99995480  =   0.99981399
 GK0840!UTM  14      -   0.99985918  x   1.00008581  =   0.99994498
 GK0840
 GK0840:                Primary Azimuth Mark                     Grid Az
 GK0840:SPC TX N     -  BERNSTEIN RR SID HITCH CO ELEV           259 44 30.8
 GK0840:SPC OK N     -  BERNSTEIN RR SID HITCH CO ELEV           261 48 15.7
 GK0840:UTM  14      -  BERNSTEIN RR SID HITCH CO ELEV           261 13 20.7
 GK0840
 GK0840|---------------------------------------------------------------------|
 GK0840| PID    Reference Object                     Distance      Geod. Az  |
 GK0840|                                                           dddmmss.s |
 GK0840| GK0870 BERNSTEIN RR SID HITCH CO ELEV      APPROX.13.0 KM 2595426.0 |
 GK0840| CM8238 HACKBERRY RM 1                       16.458 METERS 26407     |
 GK0840| CM8236 HACKBERRY AZ MK                                    2705435.3 |
 GK0840| CM8237 HACKBERRY AZ MK 2                                  2705422.2 |
 GK0840| GK0874 HITCHLAND HITCH GRAIN CO ELEV       APPROX.13.0 KM 3152706.0 |
 GK0840| CM8239 HACKBERRY RM 2                       23.316 METERS 35743     |
 GK0840|---------------------------------------------------------------------|
 GK0840
 GK0840                          SUPERSEDED SURVEY CONTROL
 GK0840
 GK0840  NAD 83(1993)-  36 24 58.16971(N)    101 12 52.94332(W) AD(       ) 3
 GK0840  NAD 83(1986)-  36 24 58.17519(N)    101 12 52.93062(W) AD(       ) 3
 GK0840  NAD 27      -  36 24 58.07100(N)    101 12 51.36800(W) AD(       ) 3
 GK0840
 GK0840.Superseded values are not recommended for survey control.
 GK0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0840.See file dsdata.txt to determine how the superseded data were derived.
 GK0840
 GK0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0143332387(NAD 83)
 GK0840_MARKER: DS = TRIANGULATION STATION DISK
 GK0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0840
 GK0840  HISTORY     - Date     Condition        Report By
 GK0840  HISTORY     - 1952     MONUMENTED       CGS
 GK0840  HISTORY     - 1969     GOOD             CGS
 GK0840  HISTORY     - 1969     GOOD             CGS
 GK0840
 GK0840                          STATION DESCRIPTION
 GK0840
 GK0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0840'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF AN EAST-WEST
 GK0840'FARM ROAD.  IT IS LOCATED AIRLINE ABOUT 15 MILES NORTH-NORTHEAST
 GK0840'OF SPEARMAN, ABOUT 8 MILES EAST-NORTHEAST OF BERNSTEIN, AND
 GK0840'ABOUT 10 MILES EAST-SOUTHEAST OF HITCHLAND.
 GK0840'
 GK0840'THE STATION IS A STANDARD DISK STAMPED HACKBERRY 1952 SET IN
 GK0840'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 GK0840'IN DIAMETER AND PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS
 GK0840'33.5 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD AND 5 FEET
 GK0840'NORTH OF AN EAST-WEST FENCE LINE.
 GK0840'
 GK0840'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HACKBERRY
 GK0840'NO 1 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT
 GK0840'12 INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE
 GK0840'GROUND.  IT IS 34.5 FEET SOUTH OF THE CENTER LINE OF A DIRT
 GK0840'ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE, AND ABOUT THE
 GK0840'SAME ELEVATION AS THE STATION.
 GK0840'
 GK0840'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HACKBERRY
 GK0840'NO 2 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GK0840'ABOUT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE
 GK0840'THE GROUND.  IT IS 39 FEET NORTH OF THE CENTER LINE OF A DIRT
 GK0840'ROAD, 1.5 FEET NORTH OF AN EAST-WEST FENCE LINE, 1 FOOT WEST
 GK0840'OF A POWER LINE POLE, AND ABOUT THE SAME ELEVATION AS THE
 GK0840'STATION.
 GK0840'
 GK0840'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HACKBERRY 1952
 GK0840'SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 GK0840'IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 GK0840'IT IS 38 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD AND 2 FEET
 GK0840'SOUTH OF A POWER LINE POLE.
 GK0840'
 GK0840'TO REACH THE STATION FROM THE POST OFFICE IN HITCHLAND, GO
 GK0840'NORTH ON THE DIRT ROAD FOR 0.1 MILE.  TURN RIGHT, EAST, CROSS
 GK0840'THE RAILROAD TRACK AND FOLLOW THE MAIN TRAVELED ROAD EAST AND
 GK0840'THEN SOUTH FOR 4.5 MILES TO STATION BROWDER ON THE RIGHT, WEST,
 GK0840'SIDE OF THE ROAD.  CONTINUE SOUTH FOR 4.7 MILES TO A CROSS ROAD.
 GK0840'TURN LEFT, EAST, AND GO 1.4 MILES.  TURN RIGHT, SOUTH, AND GO
 GK0840'0.2 MILE.  TURN LEFT, EAST, AND GO 0.7 MILE TO A T-ROAD.  TURN
 GK0840'LEFT AND GO NORTH FOR 1.4 MILES.  TURN RIGHT AND GO EAST FOR 0.85
 GK0840'MILE TO A POWER LINE POLE ON THE LEFT, NORTH, SIDE OF THE ROAD AND
 GK0840'THE AZIMUTH MARK.  CONTINUE EAST ON THE DIRT ROAD FOR 0.5
 GK0840'MILE TO THE STATION ON THE RIGHT, SOUTH, SIDE OF THE
 GK0840'ROAD.
 GK0840
 GK0840                          STATION RECOVERY (1969)
 GK0840
 GK0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CLC)
 GK0840'STATION AND R.M.S IN GOOD CONDITION.  AZIMUTH MARK MONUMENT
 GK0840'DAMAGED, HOWEVER MONUMENT IN APPROX. LOCATION BY CHECKS TO GRAIN
 GK0840'ELEV.
 GK0840
 GK0840                          STATION RECOVERY (1969)
 GK0840
 GK0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0840'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 GK0840'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 GK0840'A NEW AZIMUTH MARK WAS SET.  A COMPLETE DESCRIPTION IS AS
 GK0840'FOLLOWS--
 GK0840'
 GK0840'STATION IS ABOUT 14 MILES NORTH OF SPEARMAN AND 8 MILES EAST
 GK0840'OF BERNSTEIN, ON THE ROAD-RIGHT-OF-WAY OF AN EAST-WEST ROAD.
 GK0840'
 GK0840'TO REACH STATION FROM THE COURTHOUSE IN SPEARMAN, GO WEST ON
 GK0840'FM HIGHWAY 759 FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAYS
 GK0840'15 AND 207.  CONTINUE WEST ON STATE HIGHWAYS 15 AND 207 FOR 2.2
 GK0840'MILES TO FM HIGHWAY 2387.  TURN RIGHT, NORTHWESTERLY AND FOLLOW
 GK0840'FM HIGHWAY 2387 FOR 9.55 MILES TO FM HIGHWAY 1261.  TURN RIGHT,
 GK0840'NORTH, GO 2.0 MILES ALONG FM HIGHWAY 1261 TO A CROSSROAD.
 GK0840'TURN RIGHT, EAST, GO 2.0 MILES, THENCE NORTH, 5.05 MILES,
 GK0840'THENCE EAST 0.85 MILE TO AZIMUTH MARK ON THE LEFT.  CONTINUE
 GK0840'EAST 0.5 MILE TO STATION ON THE RIGHT.
 GK0840'
 GK0840'STATION MARK A STANDARD DISK, STAMPED HACKBERRY 1952, IS SET
 GK0840'IN A ROUND CONCRETE POST FLUSH WITH SURFACE OF GROUND.  IT IS
 GK0840'35 FEET SOUTH OF CENTER LINE OF THE EAST-WEST ROAD, 6 FEET
 GK0840'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 6 INCHES SOUTH OF
 GK0840'A METAL WITNESS POST.
 GK0840'
 GK0840'REFERENCE MARK NO. 1 A STANDARD DISK, STAMPED HACKBERRY NO 1 1952,
 GK0840'IS SET IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 GK0840'IT IS 41 FEET SOUTH OF CENTER LINE OF THE EAST-WEST ROAD, AND
 GK0840'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 GK0840'
 GK0840'REFERENCE MARK NO. 2 A STANDARD DISK, STAMPED HACKBERRY NO 2
 GK0840'1952, IS SET IN A ROUND CONCRETE POST FLUSH WITH SURFACE OF
 GK0840'GROUND.  IT IS 40 FEET NORTH OF CENTER LINE OF THE EAST-WEST
 GK0840'ROAD, AND 1 FOOT EAST OF A POWER LINE POLE.
 GK0840'
 GK0840'AZIMUTH MARK A STANDARD DISK, STAMPED HACKBERRY 1952 1969,
 GK0840'IS SET IN A ROUND CONCRETE POST WHICH IS 2 INCHES BELOW THE
 GK0840'SURFACE OF GROUND.  IT IS 40 FEET NORTH OF CENTER LINE OF THE
 GK0840'EAST-WEST ROAD, 0.15 MILE WEST OF A CROSSROAD, AT THE SECOND
 GK0840'POWER LINE POLE FROM CROSSROADS, 1.5 FEET SOUTH OF THE POWER
 GK0840'LINE POLE, AND 6 INCHES SOUTH OF A METAL WITNESS POST.
 GK0840'
 GK0840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 GK0840'EAST OF BERNSTEIN RR SIDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0420 ***********************************************************************
 BA0420  DESIGNATION -  HACKBERRY
 BA0420  PID         -  BA0420
 BA0420  STATE/COUNTY-  TX/BREWSTER
 BA0420  USGS QUAD   -  MARAVILLAS GAP (1983)
 BA0420
 BA0420                         *CURRENT SURVEY CONTROL
 BA0420  ___________________________________________________________________
 BA0420* NAD 83(1993)-  29 54 15.97077(N)    103 17 09.91452(W)     ADJUSTED  
 BA0420* NAVD 88     -       986.     (meters)    3235.     (feet)  SCALED    
 BA0420  ___________________________________________________________________
 BA0420  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BA0420  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 BA0420
 BA0420  HORZ ORDER  -  SECOND
 BA0420
 BA0420.The horizontal coordinates were established by classical geodetic methods
 BA0420.and adjusted by the National Geodetic Survey in February 1996..
 BA0420
 BA0420.The orthometric height was scaled from a topographic map.
 BA0420
 BA0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0420
 BA0420.The geoid height was determined by GEOID03.
 BA0420
 BA0420;                    North         East     Units Scale Factor Converg.
 BA0420;SPC TXSC     - 4,237,120.189   186,184.589   MT  0.99991250   -2 05 59.3
 BA0420;SPC TXSC     -13,901,285.15    610,840.61   sFT  0.99991250   -2 05 59.3
 BA0420;UTM  13      - 3,309,430.326   665,473.560   MT  0.99993784   +0 51 16.8
 BA0420
 BA0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0420!SPC TXSC     -   0.99984851  x   0.99991250  =   0.99976102
 BA0420!UTM  13      -   0.99984851  x   0.99993784  =   0.99978636
 BA0420
 BA0420|---------------------------------------------------------------------|
 BA0420| PID    Reference Object                     Distance      Geod. Az  |
 BA0420|                                                           dddmmss.s |
 BA0420| CH9501 HACKBERRY RM 2                       10.631 METERS 00234     |
 BA0420| CH9499 HACKBERRY AZ MK                                    1301816.4 |
 BA0420| CH9500 HACKBERRY RM 1                       12.785 METERS 25829     |
 BA0420|---------------------------------------------------------------------|
 BA0420
 BA0420                          SUPERSEDED SURVEY CONTROL
 BA0420
 BA0420  NAD 83(1986)-  29 54 15.95967(N)    103 17 09.91958(W) AD(       ) 2
 BA0420  NAD 27      -  29 54 15.30300(N)    103 17 08.27700(W) AD(       ) 2
 BA0420
 BA0420.Superseded values are not recommended for survey control.
 BA0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0420.See file dsdata.txt to determine how the superseded data were derived.
 BA0420
 BA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP6547409430(NAD 83)
 BA0420_MARKER: DS = TRIANGULATION STATION DISK
 BA0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0420
 BA0420  HISTORY     - Date     Condition        Report By
 BA0420  HISTORY     - 1943     MONUMENTED       CGS
 BA0420  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0420
 BA0420                          STATION DESCRIPTION
 BA0420
 BA0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0420'A ROAD STATION ALONG THE ROUTE OF THE OLD MARATHON TO BOQUILLAS
 BA0420'WAGON ROAD, NOW USED AS A RANCH ROAD, AND IS ABOUT 21 MILES
 BA0420'SSW OF MARATHON, 2 MILES W OF STATE HIGHWAY 227, 2 MILES SSE
 BA0420'OF THE RANCH HOUSE AND ROAD IN MARAVILLAS GAP, 1 MILE E OF
 BA0420'MARAVILLAS CREEK, 50 FEET E OF A TRACK ROAD AND 4 FEET SE OF
 BA0420'A 4- BY 4-INCH WHITE WOODEN POST PROJECTING 3 FEET.
 BA0420'
 BA0420'THE STATION IS A BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE
 BA0420'POST WHICH PROJECTS 8 INCHES.  STAMPED HACKBERRY 1943.
 BA0420'
 BA0420'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 BA0420'
 BA0420'REFERENCE MARK NO. 1, NNE OF THE STATION, IS A BRONZE DISK
 BA0420'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8
 BA0420'INCHES.  REFERENCE MARK NO. 1 IS STAMPED HACKBERRY NO. 1 1943.
 BA0420'
 BA0420'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN THE TOP OF A
 BA0420'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  STAMPED HACKBERRY
 BA0420'NO. 2 1943.
 BA0420'
 BA0420'AZIMUTH MARK IS A BRONZE DISK SET IN THE TOP OF A SQUARE
 BA0420'CONCRETE POST WHICH PROJECTS 6 INCHES.  STAMPED HACKBERRY
 BA0420'1943.  AZIMUTH IS 0.4 MILE BY ROAD SE OF THE STATION AND
 BA0420'50 FEET N OF THE ROAD.
 BA0420'
 BA0420'A 4- BY 4-INCH WHITE WOODEN POST PROJECTS 3 FEET ABOUT 4
 BA0420'FEET NW OF THE STATION.
 BA0420'
 BA0420'TO REACH FROM MARATHON GO S ON STATE HIGHWAY 227 FOR 20.8
 BA0420'MILES, TOWARD TERLINGUA AND BOQUILLAS, TO A WELL AND TANK
 BA0420'TO THE RIGHT OR W OF THE ROAD, PASS THROUGH THE CATTLE GUARD
 BA0420'AT THIS POINT AND TURN SHARP RIGHT, OR W, FOLLOWING THE
 BA0420'BLADED ROAD TO THE S OF THE FENCE LINE FOR 2.0 MILES TO A
 BA0420'GATE TO THE RIGHT OR N, TURN LEFT AND FOLLOW A TRACK ROAD S
 BA0420'FOR 1.0 MILE TO THE STATION ON THE LEFT OR E.
 BA0420'
 BA0420'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BA0420
 BA0420                          STATION RECOVERY (2001)
 BA0420
 BA0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0420'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2002 ***********************************************************************
 AY2002  DESIGNATION -  HACKBERRY 1924 RM 1
 AY2002  PID         -  AY2002
 AY2002  STATE/COUNTY-  TX/MEDINA
 AY2002  USGS QUAD   -  TEXAS MOUNTAIN (1969)
 AY2002
 AY2002                         *CURRENT SURVEY CONTROL
 AY2002  ___________________________________________________________________
 AY2002* NAD 83(1993)-  29 34 24.39063(N)    099 18 54.37692(W)     ADJUSTED  
 AY2002* NAVD 88     -       603.     (meters)    1978.     (feet)  SCALED    
 AY2002  ___________________________________________________________________
 AY2002  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AY2002  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AY2002
 AY2002  HORZ ORDER  -  SECOND
 AY2002
 AY2002.The horizontal coordinates were established by classical geodetic methods
 AY2002.and adjusted by the National Geodetic Survey in February 1996..
 AY2002
 AY2002.The orthometric height was scaled from a topographic map.
 AY2002
 AY2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2002
 AY2002.The geoid height was determined by GEOID03.
 AY2002
 AY2002;                    North         East     Units Scale Factor Converg.
 AY2002;SPC TXSC     - 4,192,891.558   569,471.487   MT  0.99987188   -0 09 15.7
 AY2002;SPC TXSC     -13,756,178.39  1,868,341.04   sFT  0.99987188   -0 09 15.7
 AY2002;UTM  14      - 3,271,562.201   469,479.672   MT  0.99961149   -0 09 19.9
 AY2002
 AY2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2002!SPC TXSC     -   0.99990894  x   0.99987188  =   0.99978084
 AY2002!UTM  14      -   0.99990894  x   0.99961149  =   0.99952047
 AY2002
 AY2002                          SUPERSEDED SURVEY CONTROL
 AY2002
 AY2002  NAD 83(1986)-  29 34 24.39240(N)    099 18 54.36281(W) AD(       ) 2
 AY2002  NAD 27      -  29 34 23.57200(N)    099 18 53.21300(W) AD(       ) 2
 AY2002
 AY2002.Superseded values are not recommended for survey control.
 AY2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2002.See file dsdata.txt to determine how the superseded data were derived.
 AY2002
 AY2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT6948071562(NAD 83)
 AY2002_MARKER: DS = TRIANGULATION STATION DISK
 AY2002_SETTING: 66 = SET IN ROCK OUTCROP
 AY2002_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 AY2002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2002+STABILITY: POSITION/ELEVATION WELL
 AY2002
 AY2002  HISTORY     - Date     Condition        Report By
 AY2002  HISTORY     - 1924     MONUMENTED       CGS
 AY2002
 AY2002                          STATION DESCRIPTION
 AY2002
 AY2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY2002'TO REACH FROM JUNCTION OF UPPER HONDO ROAD AND HONDO CANYON
 AY2002'HIGHWAY (15.7 MILES SW OF BANDERA AND 4 MILES S OF TARPLEY) GO S
 AY2002'ON HONDO CANYON HIGHWAY FOR 0.75 MILE TO T-ROAD (LOWER UTOPIA
 AY2002'ROAD), THENCE RIGHT (W) FOR 0.45 MILE TO GATE.  ENTER GATE, GO
 AY2002'0.25 MILE ACROSS CREEK BED TO FORK.  TAKE MAIN LEFT FORK FOR
 AY2002'2.0 MILES.  FOLLOW EXTREME LEFT FORK (JUST BEFORE REACHING
 AY2002'HOUSE) FOR 0.15 MILE TO GATE.  ENTER GATE, CONTINUE ON MAIN ROAD
 AY2002'FOR 0.6 MILE TO FORK.  TAKE LEFT FORK ALONG TELEPHONE LINE FOR
 AY2002'2.45 MILES TO BUMP GATE AND NS FENCE.  STATION CAN BE SEEN
 AY2002'ABOUT 1.5 MILES DISTANT IN A NORTH-NORTHEASTERLY DIRECTION ON THE W
 AY2002'END OF A LONG FLAT RIDGE.  A TRUCK MAY BE DRIVEN TO THE FOOT OF
 AY2002'THE HILL, BUT REMAINDER OF DISTANCE MUST BE TRAVELED BY PACK.
 AY2002'
 AY2002'REFERENCE MARK IS STANDARD DISK IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2001 ***********************************************************************
 AY2001  DESIGNATION -  HACKBERRY 1924 RM 2
 AY2001  PID         -  AY2001
 AY2001  STATE/COUNTY-  TX/MEDINA
 AY2001  USGS QUAD   -  TEXAS MOUNTAIN (1969)
 AY2001
 AY2001                         *CURRENT SURVEY CONTROL
 AY2001  ___________________________________________________________________
 AY2001* NAD 83(1993)-  29 34 24.34670(N)    099 18 54.19711(W)     ADJUSTED  
 AY2001* NAVD 88     -       603.     (meters)    1978.     (feet)  SCALED    
 AY2001  ___________________________________________________________________
 AY2001  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AY2001  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AY2001
 AY2001  HORZ ORDER  -  SECOND
 AY2001
 AY2001.The horizontal coordinates were established by classical geodetic methods
 AY2001.and adjusted by the National Geodetic Survey in February 1996..
 AY2001
 AY2001.The orthometric height was scaled from a topographic map.
 AY2001
 AY2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2001
 AY2001.The geoid height was determined by GEOID03.
 AY2001
 AY2001;                    North         East     Units Scale Factor Converg.
 AY2001;SPC TXSC     - 4,192,890.193   569,476.323   MT  0.99987188   -0 09 15.7
 AY2001;SPC TXSC     -13,756,173.91  1,868,356.90   sFT  0.99987188   -0 09 15.7
 AY2001;UTM  14      - 3,271,560.836   469,484.506   MT  0.99961149   -0 09 19.8
 AY2001
 AY2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2001!SPC TXSC     -   0.99990894  x   0.99987188  =   0.99978084
 AY2001!UTM  14      -   0.99990894  x   0.99961149  =   0.99952047
 AY2001
 AY2001                          SUPERSEDED SURVEY CONTROL
 AY2001
 AY2001  NAD 83(1986)-  29 34 24.34849(N)    099 18 54.18299(W) AD(       ) 2
 AY2001  NAD 27      -  29 34 23.52800(N)    099 18 53.03300(W) AD(       ) 2
 AY2001
 AY2001.Superseded values are not recommended for survey control.
 AY2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2001.See file dsdata.txt to determine how the superseded data were derived.
 AY2001
 AY2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT6948571561(NAD 83)
 AY2001_MARKER: DS = TRIANGULATION STATION DISK
 AY2001_SETTING: 66 = SET IN ROCK OUTCROP
 AY2001_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 AY2001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2001+STABILITY: POSITION/ELEVATION WELL
 AY2001
 AY2001  HISTORY     - Date     Condition        Report By
 AY2001  HISTORY     - 1924     MONUMENTED       CGS
 AY2001
 AY2001                          STATION DESCRIPTION
 AY2001
 AY2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY2001'TO REACH FROM JUNCTION OF UPPER HONDO ROAD AND HONDO CANYON
 AY2001'HIGHWAY (15.7 MILES SW OF BANDERA AND 4 MILES S OF TARPLEY) GO S
 AY2001'ON HONDO CANYON HIGHWAY FOR 0.75 MILE TO T-ROAD (LOWER UTOPIA
 AY2001'ROAD), THENCE RIGHT (W) FOR 0.45 MILE TO GATE.  ENTER GATE, GO
 AY2001'0.25 MILE ACROSS CREEK BED TO FORK.  TAKE MAIN LEFT FORK FOR
 AY2001'2.0 MILES.  FOLLOW EXTREME LEFT FORK (JUST BEFORE REACHING
 AY2001'HOUSE) FOR 0.15 MILE TO GATE.  ENTER GATE, CONTINUE ON MAIN ROAD
 AY2001'FOR 0.6 MILE TO FORK.  TAKE LEFT FORK ALONG TELEPHONE LINE FOR
 AY2001'2.45 MILES TO BUMP GATE AND NS FENCE.  STATION CAN BE SEEN
 AY2001'ABOUT 1.5 MILES DISTANT IN A NORTH-NORTHEASTERLY DIRECTION ON THE W
 AY2001'END OF A LONG FLAT RIDGE.  A TRUCK MAY BE DRIVEN TO THE FOOT OF
 AY2001'THE HILL, BUT REMAINDER OF DISTANCE MUST BE TRAVELED BY PACK.
 AY2001'
 AY2001'REFERENCE MARK IS A STANDARD DISK IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1999 ***********************************************************************
 AY1999  DESIGNATION -  HACKBERRY USGS COPPER BOLT
 AY1999  PID         -  AY1999
 AY1999  STATE/COUNTY-  TX/MEDINA
 AY1999  USGS QUAD   -  TEXAS MOUNTAIN (1969)
 AY1999
 AY1999                         *CURRENT SURVEY CONTROL
 AY1999  ___________________________________________________________________
 AY1999* NAD 83(1993)-  29 34 24.28441(N)    099 18 54.32289(W)     ADJUSTED  
 AY1999* NAVD 88     -       603.     (meters)    1978.     (feet)  SCALED    
 AY1999  ___________________________________________________________________
 AY1999  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AY1999  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AY1999
 AY1999  HORZ ORDER  -  SECOND
 AY1999
 AY1999.The horizontal coordinates were established by classical geodetic methods
 AY1999.and adjusted by the National Geodetic Survey in February 1996..
 AY1999
 AY1999.The orthometric height was scaled from a topographic map.
 AY1999
 AY1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1999
 AY1999.The geoid height was determined by GEOID03.
 AY1999
 AY1999;                    North         East     Units Scale Factor Converg.
 AY1999;SPC TXSC     - 4,192,888.284   569,472.933   MT  0.99987187   -0 09 15.7
 AY1999;SPC TXSC     -13,756,167.65  1,868,345.78   sFT  0.99987187   -0 09 15.7
 AY1999;UTM  14      - 3,271,558.928   469,481.117   MT  0.99961149   -0 09 19.8
 AY1999
 AY1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1999!SPC TXSC     -   0.99990894  x   0.99987187  =   0.99978083
 AY1999!UTM  14      -   0.99990894  x   0.99961149  =   0.99952047
 AY1999
 AY1999                          SUPERSEDED SURVEY CONTROL
 AY1999
 AY1999  NAD 83(1986)-  29 34 24.28619(N)    099 18 54.30879(W) AD(       ) 2
 AY1999  NAD 27      -  29 34 23.46400(N)    099 18 53.16000(W) AD(       ) 2
 AY1999
 AY1999.Superseded values are not recommended for survey control.
 AY1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1999.See file dsdata.txt to determine how the superseded data were derived.
 AY1999
 AY1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT6948171559(NAD 83)
 AY1999_MARKER: I = METAL ROD
 AY1999_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AY1999_SP_SET: OBJECT DRIVEN INTO GROUND
 AY1999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1999
 AY1999  HISTORY     - Date     Condition        Report By
 AY1999  HISTORY     - 1935     MONUMENTED       CGS
 AY1999
 AY1999                          STATION DESCRIPTION
 AY1999
 AY1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY1999'ORIGINAL DESCRIPTION NOT AVAILABLE.  STATION IS LOCATED 22 MILES
 AY1999'W OF N OF HONDO, 20 MILES SW OF BANDERA, 5 MILES W OF HONDO CANYON
 AY1999'HIGHWAY, ON W END OF A LONG FLAT TOPPED RIDGE.  IT IS AT THE SITE
 AY1999'OF U.S.C. AND G.S. TRIANGULATION STATION HACKBERRY.
 AY1999'
 AY1999'STATION MARK IS A 1-INCH BRONZE ROD BEARING INSCRIPTION
 AY1999'U.S.G.S. AND DRIVEN INTO SOLID ROCK FLUSH WITH SURFACE OF ROCK.
 AY1999'
 AY1999'A TIE WAS MADE TO U.S.C. AND G.S. HACKBERRY.  IT IS 3.04 FEET
 AY1999'N OF MARK.
 AY1999'
 AY1999'TO REACH STATION FROM JUNCTIONS OF UPPER HONDO ROAD AND HONDO
 AY1999'CANYON HIGHWAY, GO S ON HONDO CANYON HIGHWAY FOR 0.75 MILE TO
 AY1999'LOWER UTOPIA ROAD, THENCE RIGHT (W) FOR 0.45 MILE TO GATE.  ENTER
 AY1999'GATE, GO 0.25 MILE ACROSS CREEK BED TO FORK.  TAKE MAIN LEFT FORK
 AY1999'FOR 2.0 MILES, FOLLOW EXTREME LEFT FORK FOR 0.15 MILE TO GATE.
 AY1999'ENTER GATE, CONTINUE ON MAIN ROAD 0.6 MILE TO FORK, FOLLOW LEFT
 AY1999'FORK ALONG TELEPHONE LINE, FOR 2.45 MILES TO BUMP GATE AND NS
 AY1999'FENCE.  STATION CAN BE SEEN ABOUT 1.5 MILES DISTANT IN A
 AY1999'NORTH-NORTHEASTERLY DIRECTION ON W END OF A LONG FLAT TOPPED
 AY1999'RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2204 ***********************************************************************
 BL2204  DESIGNATION -  HAFER
 BL2204  PID         -  BL2204
 BL2204  STATE/COUNTY-  TX/HARRIS
 BL2204  USGS QUAD   -  SPRING (1982)
 BL2204
 BL2204                         *CURRENT SURVEY CONTROL
 BL2204  ___________________________________________________________________
 BL2204* NAD 83(1993)-  30 01 05.06128(N)    095 26 21.72084(W)     ADJUSTED  
 BL2204* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 BL2204  ___________________________________________________________________
 BL2204  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BL2204  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BL2204
 BL2204  HORZ ORDER  -  FIRST
 BL2204
 BL2204.The horizontal coordinates were established by classical geodetic methods
 BL2204.and adjusted by the National Geodetic Survey in February 1996..
 BL2204
 BL2204.The orthometric height was scaled from a topographic map.
 BL2204
 BL2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2204
 BL2204.The geoid height was determined by GEOID03.
 BL2204
 BL2204;                    North         East     Units Scale Factor Converg.
 BL2204;SPC TXSC     - 4,247,360.396   943,414.293   MT  0.99993414   +1 44 39.8
 BL2204;SPC TXSC     -13,934,881.57  3,095,185.06   sFT  0.99993414   +1 44 39.8
 BL2204;SPC TX C     - 3,049,340.395 1,171,975.862   MT  1.00002778   +2 31 14.5
 BL2204;SPC TX C     -10,004,377.61  3,845,057.47   sFT  1.00002778   +2 31 14.5
 BL2204;UTM  15      - 3,323,294.362   264,735.591   MT  1.00028293   -1 13 15.3
 BL2204
 BL2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2204!SPC TXSC     -   0.99999854  x   0.99993414  =   0.99993268
 BL2204!SPC TX C     -   0.99999854  x   1.00002778  =   1.00002632
 BL2204!UTM  15      -   0.99999854  x   1.00028293  =   1.00028147
 BL2204
 BL2204:                Primary Azimuth Mark                     Grid Az
 BL2204:SPC TXSC     -  HAFER AZ MK                              070 08 19.0
 BL2204:SPC TX C     -  HAFER AZ MK                              069 21 44.3
 BL2204:UTM  15      -  HAFER AZ MK                              073 06 14.1
 BL2204
 BL2204|---------------------------------------------------------------------|
 BL2204| PID    Reference Object                     Distance      Geod. Az  |
 BL2204|                                                           dddmmss.s |
 BL2204| CV7676 HAFER AZ MK                                        0715258.8 |
 BL2204| AW6632 HUMBLE MUNICIPAL TANK               APPROX.16.9 KM 0981325.7 |
 BL2204| CV7677 HAFER RM 1                           28.304 METERS 10818     |
 BL2204| CV7678 HAFER RM 2                           29.384 METERS 33655     |
 BL2204|---------------------------------------------------------------------|
 BL2204
 BL2204                          SUPERSEDED SURVEY CONTROL
 BL2204
 BL2204  NAD 83(1986)-  30 01 05.07592(N)    095 26 21.70284(W) AD(       ) 1
 BL2204  NAD 27      -  30 01 04.28286(N)    095 26 20.92405(W) AD(       ) 1
 BL2204
 BL2204.Superseded values are not recommended for survey control.
 BL2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2204.See file dsdata.txt to determine how the superseded data were derived.
 BL2204
 BL2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6473623294(NAD 83)
 BL2204_MARKER: DS = TRIANGULATION STATION DISK
 BL2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2204
 BL2204  HISTORY     - Date     Condition        Report By
 BL2204  HISTORY     - 1942     MONUMENTED       CGS
 BL2204  HISTORY     - 1952     GOOD             CGS
 BL2204  HISTORY     - 1953     MARK NOT FOUND   USGS
 BL2204  HISTORY     - 1967     MARK NOT FOUND   CGS
 BL2204  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL2204  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL2204
 BL2204                          STATION DESCRIPTION
 BL2204
 BL2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2204'STATION IS LOCATED ABOUT 2.5 MILES W OF WESTFIELD IN THE
 BL2204'NE CORNER OF A SMALL PASTURE ON LAND OWNED BY MR. J.W. DEPENBROCK
 BL2204'WHO LIVES ABOUT 0.2 MILE WSW OF THE STATION.  IT IS 38 FEET
 BL2204'W OF THE CENTER LINE OF A GRADED DIRT ROAD, 37 FEET S OF
 BL2204'THE CENTER LINE OF A MACADAM ROAD, 18 FEET S OF A WHITE
 BL2204'REFERENCE POST THAT IS SET IN AN E-W FENCE LINE, AND 16 FEET
 BL2204'W OF A N-S FENCE.  IT IS STAMPED HAFER 1942 AND PROJECTS
 BL2204'8 INCHES.
 BL2204'
 BL2204'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2204'BRONZE DISKS SET IN CONCRETE.
 BL2204'
 BL2204'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 75 FEET S OF
 BL2204'THE CENTER LINE OF THE MACADAM ROAD, AND 20 FEET E OF THE
 BL2204'CENTER LINE OF THE GRADED DIRT ROAD.  IT IS STAMPED HAFER
 BL2204'NO. 1 1942 AND PROJECTS 6 INCHES.
 BL2204'
 BL2204'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 58 FEET N OF THE
 BL2204'CENTER LINE OF THE MACADAM ROAD, 34 FEET N OF A FENCE CORNER,
 BL2204'AND 1 FOOT S OF A FENCE.  IT IS STAMPED HAFER NO. 2 1942
 BL2204'AND PROJECTS 6 INCHES.
 BL2204'
 BL2204'THE AZIMUTH MARK IS E BY N OF THE STATION, 0.2 MILE NW OF
 BL2204'U.S. HIGHWAY 75, 25 FEET SW OF THE CENTER LINE OF THE MACADAM
 BL2204'ROAD, 4 FEET NW OF A BLACK TELEPHONE POLE, AND 3 FEET SE
 BL2204'OF A WHITE REFERENCE POST.  IT IS STAMPED HAFER 1942 AND
 BL2204'PROJECTS 4 INCHES.
 BL2204'
 BL2204'TO REACH THE STATION FROM WESTFIELD GO W ON A MACADAM ROAD
 BL2204'FOR ABOUT 2 MILES TO INTERSECTION WITH U.S. HIGHWAY 75.
 BL2204'CONTINUE W FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BL2204'CONTINUE FOR 0.55 MILE TO A T-INTERSECTION AND STATION ON
 BL2204'THE LEFT.
 BL2204'
 BL2204'A 100-FOOT SIGNAL AT ASHE IS VISIBLE AT 77 FEET.
 BL2204'
 BL2204'A 123-FOOT SIGNAL AT PORTER IS VISIBLE AT 90 FEET.
 BL2204'
 BL2204'A 77-FOOT SIGNAL AT SPRING IS VISIBLE AT 77 FEET.
 BL2204'
 BL2204'A 90-FOOT SIGNAL AT GRIFFITH IS VISIBLE AT 77 FEET.
 BL2204'
 BL2204'A 90-FOOT SIGNAL AT BRACY IS VISIBLE AT 77 FEET.
 BL2204'
 BL2204'A 77-FOOT SIGNAL AT SPURCK IS VISIBLE AT 90 FEET.
 BL2204
 BL2204                          STATION RECOVERY (1952)
 BL2204
 BL2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2204'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 BL2204'2 AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 BL2204'THE DIRECTION WAS NOT OBSERVED TO REFERENCE MARK NUMBER
 BL2204'1, REFERENCE MARK NUMBER 2 AND THE AZIMUTH MARK BECAUSE
 BL2204'THE STATION WAS OBSERVED ECCENTRIC AND NO STATION WAS VISIBLE
 BL2204'FROM THE GROUND AT THE TRUE STATION.
 BL2204'
 BL2204'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL2204'
 BL2204'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF WESTFIELD.
 BL2204'IT IS ON THE RIGHT-OF-WAY OF A MACADAM ROAD, 39 FEET WEST
 BL2204'OF THE CENTER OF A DIRT ROAD, 37 FEET SOUTH OF THE CENTER
 BL2204'OF A MACADAM ROAD, 19 FEET WEST OF A POWER LINE POLE AND 4
 BL2204'FEET NORTH OF AN EAST-WEST FENCE.  IT IS STAMPED HAFER 1942
 BL2204'AND PROJECTS 6 INCHES.
 BL2204'
 BL2204'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE,
 BL2204'94 FEET SOUTH OF THE CENTER OF A MACADAM ROAD AND 20 FEET
 BL2204'EAST OF THE CENTER OF A DIRT ROAD.  IT IS STAMPED HAFER NO 1
 BL2204'1942 AND PROJECTS 3 INCHES.
 BL2204'
 BL2204'REFERENCE MARK NO. 2 IS 62 FEET NORTH OF THE CENTER OF A
 BL2204'MACADAM ROAD, 20 FEET NORTH OF A POWER LINE POLE AND 19 FEET
 BL2204'NORTH OF AN EAST-WEST FENCE.  IT IS STAMPED HAFER NO 2 1942
 BL2204'AND PROJECTS 4 INCHES.
 BL2204'
 BL2204'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 BL2204'MARK NO. 2 IS 172.4 FEET.
 BL2204'
 BL2204'THE AZIMUTH MARK IS LOCATED 25 FEET SOUTHWEST OF THE CENTER
 BL2204'OF A MACADAM ROAD, 3 FEET SOUTHEAST OF A WITNESS POST AND 6
 BL2204'INCHES NORTHEAST OF A FENCE LINE.  IT IS STAMPED HAFER 1942
 BL2204'AND PROJECTS 4 INCHES.
 BL2204'
 BL2204'TO REACH THE STATION FROM THE CROSS STREET JUST NORTH OF
 BL2204'THE POST OFFICE IN WESTFIELD, GO WEST ON A MACADAM ROAD
 BL2204'FOR 1.5 MILES TO U.S. HIGHWAY 75.  CROSS U.S. HIGHWAY 75
 BL2204'AND CONTINUE WEST FOR ABOUT 50 YARDS TO A FORK, TAKE THE
 BL2204'RIGHT FORK AND GO NORTHWEST FOR 0.2 MILE TO THE AZIMUTH
 BL2204'MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTHWEST AND WEST
 BL2204'ON A MACADAM ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT
 BL2204'AS DESCRIBED.
 BL2204
 BL2204                          STATION RECOVERY (1953)
 BL2204
 BL2204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BL2204'STATION BELIEVED DESTROYED SINCE NO TRACE OF STATION COULD
 BL2204'BE FOUND.  R.M. NO. 2 WAS FOUND.
 BL2204
 BL2204                          STATION RECOVERY (1967)
 BL2204
 BL2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CRL)
 BL2204'AFTER A SEARCH THIS STATION WAS NOT RECOVERED.  IT APPEARS
 BL2204'THAT THE MARKS WERE DESTROYED WHEN FARM ROAD 1960 WAS WIDENED.
 BL2204
 BL2204                          STATION RECOVERY (1995)
 BL2204
 BL2204'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2204'MARK NOT FOUND.
 BL2204
 BL2204                          STATION RECOVERY (2004)
 BL2204
 BL2204'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1364 ***********************************************************************
 DM1364  DESIGNATION -  HAGAN
 DM1364  PID         -  DM1364
 DM1364  STATE/COUNTY-  TX/FRANKLIN
 DM1364  USGS QUAD   -  HAGANSPORT (1964)
 DM1364
 DM1364                         *CURRENT SURVEY CONTROL
 DM1364  ___________________________________________________________________
 DM1364* NAD 83(1993)-  33 20 47.61574(N)    095 12 25.05576(W)     ADJUSTED  
 DM1364* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 DM1364  ___________________________________________________________________
 DM1364  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DM1364  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DM1364
 DM1364  HORZ ORDER  -  FIRST
 DM1364
 DM1364.The horizontal coordinates were established by classical geodetic methods
 DM1364.and adjusted by the National Geodetic Survey in February 1996..
 DM1364
 DM1364.The orthometric height was scaled from a topographic map.
 DM1364
 DM1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1364
 DM1364.The geoid height was determined by GEOID03.
 DM1364
 DM1364;                    North         East     Units Scale Factor Converg.
 DM1364;SPC TXNC     - 2,191,087.696   906,451.236   MT  0.99988582   +1 47 45.6
 DM1364;SPC TXNC     - 7,188,593.55  2,973,915.43   sFT  0.99988582   +1 47 45.6
 DM1364;UTM  15      - 3,691,882.622   294,624.515   MT  1.00012005   -1 12 48.9
 DM1364
 DM1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1364!SPC TXNC     -   0.99998583  x   0.99988582  =   0.99987165
 DM1364!UTM  15      -   0.99998583  x   1.00012005  =   1.00010588
 DM1364
 DM1364|---------------------------------------------------------------------|
 DM1364| PID    Reference Object                     Distance      Geod. Az  |
 DM1364|                                                           dddmmss.s |
 DM1364| CY2049 HAGAN RM 1                           31.299 METERS 04800     |
 DM1364| CY2048 HAGAN AZ MK                                        0810527.3 |
 DM1364| DM1365 HAGAN 2                               4.474 METERS 17359     |
 DM1364| DM1373 MT VERNON FRANKLIN CO CTHSE TR      APPROX.17.5 KM 1842352.1 |
 DM1364| CY2045 HAGAN AZ MK 2                                      2731740.0 |
 DM1364| DM1366 HAGAN 2 AZ MK                       412.435 METERS 2740335.5 |
 DM1364| CY2051 HAGAN RM 3                           27.846 METERS 27638     |
 DM1364| CY2050 HAGAN RM 2                           32.742 METERS 30810     |
 DM1364|---------------------------------------------------------------------|
 DM1364
 DM1364                          SUPERSEDED SURVEY CONTROL
 DM1364
 DM1364  NAD 83(1993)-  33 20 47.61756(N)    095 12 25.05364(W) AD(       ) 1
 DM1364  NAD 83(1986)-  33 20 47.62180(N)    095 12 25.04196(W) AD(       ) 1
 DM1364  NAD 27      -  33 20 47.21800(N)    095 12 24.24000(W) AD(       ) 1
 DM1364
 DM1364.Superseded values are not recommended for survey control.
 DM1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1364.See file dsdata.txt to determine how the superseded data were derived.
 DM1364
 DM1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9462591883(NAD 83)
 DM1364_MARKER: DS = TRIANGULATION STATION DISK
 DM1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1364
 DM1364  HISTORY     - Date     Condition        Report By
 DM1364  HISTORY     - 1935     MONUMENTED       CGS
 DM1364  HISTORY     - 1951     GOOD             CGS
 DM1364  HISTORY     - 1952     GOOD             CGS
 DM1364  HISTORY     - 1956     GOOD             CGS
 DM1364  HISTORY     - 1960     SEE DESCRIPTION  CGS
 DM1364
 DM1364                          STATION DESCRIPTION
 DM1364
 DM1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1364'THIS STATION IS ABOUT 1-1/2 MILES E OF HAGANSPORT, AND 6 MILES
 DM1364'W OF TALCO, ON PASTURE LAND OWNED BY MR. GRIFF RUTHERFORD.
 DM1364'THE MARK IS ON A SMALL MOUND OPPOSITE THE FARMHOUSE OWNED
 DM1364'BY MR. D.F. TILLERY, 107 FEET S OF THE SW CORNER OF THE
 DM1364'HOUSE, 45 FEET S OF THE CENTER LINE OF THE HAGANSPORT-TALCO
 DM1364'ROAD, 126 FEET SSW OF AN OPEN WELL, AND PROJECTS 3 INCHES.
 DM1364'
 DM1364'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1364'BRONZE DISKS SET IN CONCRETE.
 DM1364'
 DM1364'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT S OF THE
 DM1364'N RIGHT-OF-WAY FENCE OF THE ROAD, 90 FEET SE OF THE WELL,
 DM1364'AND PROJECTS 4 INCHES.
 DM1364'
 DM1364'REFERENCE MARK NO. 2 IS NW OF THE STATION, 2 FEET S OF THE N
 DM1364'RIGHT-OF-WAY FENCE, 90 FEET SW OF THE SW CORNER OF THE HOUSE,
 DM1364'AND PROJECTS 4 INCHES.
 DM1364'
 DM1364'THE AZIMUTH MARK IS ENE OF THE STATION, 1 FOOT E OF THE E
 DM1364'RIGHT-OF-WAY FENCE OF A N-S ROAD, 165 FEET N OF AN E-W ROAD,
 DM1364'AND PROJECTS 4 INCHES.
 DM1364'
 DM1364'TO REACH FROM THE GENERAL STORE IN HAGANSPORT, A SMALL HAMLET
 DM1364'11-1/2 MILES N OF MT. VERNON, GO N 0.3 MILE, TURN E ON THE TALCO
 DM1364'ROAD AND GO 1.45 MILES TO THE STATION.
 DM1364'
 DM1364'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 DM1364
 DM1364                          STATION RECOVERY (1951)
 DM1364
 DM1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1364'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 DM1364'TO BE IN GOOD CONDITION.  THE 1935 DISTANCE AND DIRECTION
 DM1364'TO THE REFERENCE MARK DID NOT CHECK WITH THE 1951.  A NEW
 DM1364'REFERENCE MARK NO. 3 AND AZIMUTH MARK WERE SET.
 DM1364'
 DM1364'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF BOGATA, 6-1/2
 DM1364'MILES WEST OF TALCO AND 1-1/2 MILES EAST OF THE SMALL SETTLEMENT
 DM1364'OF HAGANSPORT.  IT IS 43.5 FEET SOUTH OF THE CENTERLINE
 DM1364'OF FARM ROAD 71, 50 FEET NORTHWEST OF A GROUP OF 10 TREES AND
 DM1364'11 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 DM1364'4 INCHES AND THE DISK IS STAMPED HAGAN 1935.
 DM1364'
 DM1364'REFERENCE MARK NO. 1 IS 35.6 FEET EAST OF THE CENTERLINE OF
 DM1364'A DRIVEWAY AND 26.5 FEET NORTH OF THE CENTERLINE OF FARM
 DM1364'ROAD 71.  THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED
 DM1364'HAGAN NO 1 1935.
 DM1364'
 DM1364'REFERENCE MARK NO. 3 IS 33 FEET SOUTH OF THE CENTERLINE OF
 DM1364'FARM ROAD 71 AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  THE
 DM1364'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HAGAN NO 3 1951.
 DM1364'
 DM1364'AZIMUTH MARK IS 43 FEET EAST OF A POWERLINE POLE WITH A
 DM1364'TRANSFORMER, 36 FEET NORTH OF THE CENTERLINE OF FARM ROAD
 DM1364'71 AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  THE
 DM1364'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HAGAN 1951.
 DM1364'
 DM1364'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 DM1364'HIGHWAY 37 AT THE SOUTHWEST EDGE OF BOGATA, GO WEST AND SOUTH
 DM1364'ON STATE HIGHWAY 37 FOR 9.3 MILES TO THE INTERSECTION OF
 DM1364'FARM ROAD 71, TURN LEFT (EAST) ON FARM ROAD 71 FOR 2.3 MILES
 DM1364'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON FARM ROAD
 DM1364'71 0.25 MILE TO A FARM HOUSE ON THE LEFT AND THE STATION ON
 DM1364'THE RIGHT OR SOUTH SIDE OF THE ROAD.
 DM1364'
 DM1364'OBSERVATIONS TAKEN FROM A 64 FT, STEEL TOWER.
 DM1364
 DM1364                          STATION RECOVERY (1952)
 DM1364
 DM1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WWA)
 DM1364'STATION RECOVERED AND IN GOOD SHAPE.
 DM1364
 DM1364                          STATION RECOVERY (1956)
 DM1364
 DM1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JHH)
 DM1364'THE STATION, REFERENCE MARKS NO. 1 AND NO. 3 AND THE AZIMUTH
 DM1364'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1364'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1364
 DM1364                          STATION RECOVERY (1960)
 DM1364
 DM1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 DM1364'THIS STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 DM1364'RECOVERED IN GOOD CONDITION.  DUE TO NEW HIGHWAY CONSTRUCTION,
 DM1364'ALL THE MARKS WERE REMOVED AFTER HAGAN 2 1960 WAS ESTABLISHED,
 DM1364'IN THE NEAR VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1365 ***********************************************************************
 DM1365  DESIGNATION -  HAGAN 2
 DM1365  PID         -  DM1365
 DM1365  STATE/COUNTY-  TX/FRANKLIN
 DM1365  USGS QUAD   -  HAGANSPORT (1964)
 DM1365
 DM1365                         *CURRENT SURVEY CONTROL
 DM1365  ___________________________________________________________________
 DM1365* NAD 83(1993)-  33 20 47.47132(N)    095 12 25.03761(W)     ADJUSTED  
 DM1365* NAVD 88     -       117.9    (meters)     387.     (feet)  VERTCON   
 DM1365  ___________________________________________________________________
 DM1365  X           -    -484,035.629 (meters)                     COMP
 DM1365  Y           -  -5,311,512.890 (meters)                     COMP
 DM1365  Z           -   3,486,176.790 (meters)                     COMP
 DM1365  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DM1365  ELLIP HEIGHT-          91.21  (meters)          (02/16/96) GPS OBS
 DM1365  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DM1365
 DM1365  HORZ ORDER  -  SECOND
 DM1365  ELLP ORDER  -  FIFTH     CLASS I
 DM1365
 DM1365.The horizontal coordinates were established by classical geodetic methods
 DM1365.and adjusted by the National Geodetic Survey in February 1996..
 DM1365.No horizontal observational check was made to the station.
 DM1365
 DM1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1365
 DM1365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1365
 DM1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1365
 DM1365.The ellipsoidal height was determined by GPS observations
 DM1365.and is referenced to NAD 83.
 DM1365
 DM1365.The geoid height was determined by GEOID03.
 DM1365
 DM1365;                    North         East     Units Scale Factor Converg.
 DM1365;SPC TXNC     - 2,191,083.264   906,451.844   MT  0.99988582   +1 47 45.6
 DM1365;SPC TXNC     - 7,188,579.01  2,973,917.42   sFT  0.99988582   +1 47 45.6
 DM1365;UTM  15      - 3,691,878.163   294,624.890   MT  1.00012005   -1 12 48.9
 DM1365
 DM1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1365!SPC TXNC     -   0.99998568  x   0.99988582  =   0.99987150
 DM1365!UTM  15      -   0.99998568  x   1.00012005  =   1.00010573
 DM1365
 DM1365|---------------------------------------------------------------------|
 DM1365| PID    Reference Object                     Distance      Geod. Az  |
 DM1365|                                                           dddmmss.s |
 DM1365| CY2046 HAGAN 2 RM 1                         18.077 METERS 19601     |
 DM1365| CY2047 HAGAN 2 RM 2                         24.605 METERS 26322     |
 DM1365| CY2045 HAGAN AZ MK 2                                      2735416.7 |
 DM1365| DM1366 HAGAN 2 AZ MK                       413.241 METERS 2744014.2 |
 DM1365| DM1364 HAGAN                                 4.474 METERS 35359     |
 DM1365|---------------------------------------------------------------------|
 DM1365
 DM1365                          SUPERSEDED SURVEY CONTROL
 DM1365
 DM1365  NAD 83(1993)-  33 20 47.47314(N)    095 12 25.03548(W) AD(       ) 2
 DM1365  NAD 83(1986)-  33 20 47.47738(N)    095 12 25.02380(W) AD(       ) 2
 DM1365  NAD 27      -  33 20 47.07360(N)    095 12 24.22190(W) AD(       ) 2
 DM1365  NGVD 29 (07/28/98)  117.9    (m)          387.     (f) VERT ANG       
 DM1365
 DM1365.Superseded values are not recommended for survey control.
 DM1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1365.See file dsdata.txt to determine how the superseded data were derived.
 DM1365
 DM1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9462591878(NAD 83)
 DM1365_MARKER: DS = TRIANGULATION STATION DISK
 DM1365_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1365_SP_SET: CONCRETE POST
 DM1365_STAMPING: HAGANS 2 1960
 DM1365_MARK LOGO: CGS   
 DM1365_PROJECTION: FLUSH
 DM1365_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1365+STABILITY: SURFACE MOTION
 DM1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1365+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1991
 DM1365
 DM1365  HISTORY     - Date     Condition        Report By
 DM1365  HISTORY     - 1960     MONUMENTED       CGS
 DM1365  HISTORY     - 1960     GOOD             CGS
 DM1365  HISTORY     - 1962     GOOD             USGS
 DM1365  HISTORY     - 19910318 GOOD             NGS
 DM1365
 DM1365                          STATION DESCRIPTION
 DM1365
 DM1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WCR)
 DM1365'STATION IS LOCATED ABOUT 2-1/4 MILES EAST OF HAGANSPORT, A
 DM1365'SETTLEMENT AT THE JUNCTION OF HIGHWAY NO. 37 AND F.M. ROAD
 DM1365'71 AND IS ABOUT 11 MILES NORTH OF MT. VERNON.  THE STATION
 DM1365'IS A DISK STAMPED HAGAN 2 1960 IN A CONCRETE POST PROJECTING
 DM1365'ABOUT 2 INCHES, ACROSS THE F.M. ROAD 71, SOUTH FROM A WHITE
 DM1365'FARM HOUSE, 10 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 DM1365'LINE, 1-1/2 FEET EAST OF A 4 X 4 POST AND ON THE SOUTH EDGE
 DM1365'OF A LOW MOUND.
 DM1365'
 DM1365'THE AZIMUTH MARK IS A DISK STAMPED HAGAN 1960 IN A CONCRETE
 DM1365'POST WHICH PROJECTS ABOUT 5 INCHES, 1 FOOT NORTH OF THE NORTH
 DM1365'RIGHT-OF-WAY FENCE LINE AND ABOUT 100 YARDS WEST OF A GATE
 DM1365'IN THE RIGHT-OF-WAY FENCE.
 DM1365'
 DM1365'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HAGAN 2 1960 NO.
 DM1365'1 IN A CONCRETE POST PROJECTING ABOUT 6 INCHES, IN OPEN GRASS
 DM1365'LAND ABOUT MIDWAY BETWEEN TWO CLUMPS OF SCRUB OAK TREES.
 DM1365'
 DM1365'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HAGAN 2 1960
 DM1365'NO. 2, IN A CONCRETE POST PROJECTING ABOUT 5 INCHES, ON THE NORTH
 DM1365'RIM OF A LOW MOUND ABOUT 15 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY
 DM1365'FENCE LINE.
 DM1365'
 DM1365'TO REACH THE STATION FROM HAGANSPORT--GO EAST FROM THE JUNCTION
 DM1365'OF THE HIGHWAYS, ON F.M. NO. 71, 02.0 MILES TO THE AZIMUTH
 DM1365'MARK ON THE LEFT AS DESCRIBED.  THEN CONTINUE EAST ON THE
 DM1365'HIGHWAY 0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DM1365
 DM1365                          STATION RECOVERY (1960)
 DM1365
 DM1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 DM1365'RECOVERED IN GOOD CONDITION.
 DM1365
 DM1365                          STATION RECOVERY (1962)
 DM1365
 DM1365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DM1365'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33095-2, STATION 1008.
 DM1365'RECOVERED BY USGS IN 1962 IN GOOD CONDITION.
 DM1365'STATION MARK--STANDARD USC AND GS DISK STAMPED---HAGAN 2 1960---, IN A
 DM1365'CONCRETE POST PROJECTING 2 IN.
 DM1365
 DM1365                          STATION RECOVERY (1991)
 DM1365
 DM1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 DM1365'NOTE-STAMPING IS HAGANS 2 1960, NOT HAGAN 2 1960 AS NOTED IN 1960
 DM1365'RECOVERY NOTE.
 DM1365'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF HAGANSPORT, 6 MI
 DM1365'(9.7 KM) WEST OF TALCO, ON A LOW KNOLL JUST SOUTH OF THE SOUTH R-O-W
 DM1365'FENCELINE OF FARM ROAD 71, ON PROPERTY OF EXXON, CO. USA, LEASED BY
 DM1365'KATE RUTHERFORD AND H.E. EASTERLING.  PROPERTY OWNER NOT CONTACTED AT
 DM1365'THIS TIME.
 DM1365'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 37 AND FARM ROAD
 DM1365'71 AT HAGANSPORT, GO EAST ALONG FARM ROAD 71 FOR 2.3 MI (3.7 KM) TO A
 DM1365'CATTLE GUARD AND ENTRANCE TO EXON, CO USA OILFIELDS AND PASTURELAND
 DM1365'ON THE RIGHT. TURN RIGHT, SOUTH, ACROSS THE CATTLE GUARD AND THEN
 DM1365'LEFT, EAST, ALONG THE SOUTH SIDE OF THE R-O-W FENCELINE FOR 0.2 MI
 DM1365'(0.3 KM) TO A LOW KNOLL AND THE STATION.
 DM1365'STATION IS 7.5 FT (2.3 M) SOUTH OF THE R-O-W FENCELINE, 7.6 FT
 DM1365'(2.3 M) SOUTH OF A FIBERGLASS WITNESS POST, 1.0 FT (0.3 M) NORTH OF A
 DM1365'LONE METAL FENCE POST, AND ABOUT 6 FT (1.8 M) ABOVE THE LEVEL OF THE
 DM1365'FARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9233 ***********************************************************************
 AF9233  DESIGNATION -  HAHN ET
 AF9233  PID         -  AF9233
 AF9233  STATE/COUNTY-  TX/STONEWALL
 AF9233  USGS QUAD   -  FROG MTN (1981)
 AF9233
 AF9233                         *CURRENT SURVEY CONTROL
 AF9233  ___________________________________________________________________
 AF9233* NAD 83(1993)-  33 06 48.61833(N)    100 01 05.62541(W)     ADJUSTED  
 AF9233* NAVD 88     -       507.4    (meters)    1665.     (feet)  VERTCON   
 AF9233  ___________________________________________________________________
 AF9233  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AF9233  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AF9233
 AF9233  HORZ ORDER  -  THIRD
 AF9233
 AF9233.The horizontal coordinates were established by classical geodetic methods
 AF9233.and adjusted by the National Geodetic Survey in July 1998..
 AF9233
 AF9233.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9233
 AF9233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9233
 AF9233.The geoid height was determined by GEOID03.
 AF9233
 AF9233;                    North         East     Units Scale Factor Converg.
 AF9233;SPC TXNC     - 2,161,463.415   458,321.443   MT  0.99987320   -0 49 40.9
 AF9233;SPC TXNC     - 7,091,401.22  1,503,676.27   sFT  0.99987320   -0 49 40.9
 AF9233;UTM  14      - 3,664,331.423   405,001.211   MT  0.99971127   -0 33 22.7
 AF9233
 AF9233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9233!SPC TXNC     -   0.99992487  x   0.99987320  =   0.99979808
 AF9233!UTM  14      -   0.99992487  x   0.99971127  =   0.99963616
 AF9233
 AF9233                          SUPERSEDED SURVEY CONTROL
 AF9233
 AF9233  NGVD 29 (07/17/98)  507.2    (m)         1664.     (f) VERT ANG       
 AF9233
 AF9233.Superseded values are not recommended for survey control.
 AF9233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9233.See file dsdata.txt to determine how the superseded data were derived.
 AF9233
 AF9233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0500164331(NAD 83)
 AF9233_MARKER: DS = TRIANGULATION STATION DISK
 AF9233
 AF9233  HISTORY     - Date     Condition        Report By
 AF9233  HISTORY     - 1962     MONUMENTED       USGS
 AF9233
 AF9233                          STATION DESCRIPTION
 AF9233
 AF9233'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AF9233'STATION LOCATED 4 MI. (AIRLINE) NW. OF SAGERTON, TEXAS, AND 2.7 MI.
 AF9233'ESE. OF OLD GLORY, TEXAS, 160 FT. E. OF A N-S. RD. AND AT THE E. END
 AF9233'OF A LOW RIDGE.
 AF9233'TO REACH FROM THE POST OFFICE IN OLD GLORY, GO E. AND S. ON FARM ROAD
 AF9233'1835 TO THE INTERSECTION WITH U.S. HIGHWAY 380, TURN LEFT (SE.) ON
 AF9233'U.S. HIGHWAY 380 2.2 MI. TO GRADED RD. N., TURN LEFT (N.) AND GO 0.6
 AF9233'MI. TO THE TOP OF HILL AND THE STATION ON THE RIGHT.
 AF9233'STATION MARK--A STANDARD USGS TABLET SET IN A ROCK OUTCROP,
 AF9233'---STAMPED--- HAHN-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0931 ***********************************************************************
 GK0931  DESIGNATION -  HAILE
 GK0931  PID         -  GK0931
 GK0931  STATE/COUNTY-  TX/SHERMAN
 GK0931  USGS QUAD   -  STEVENS SW (1964)
 GK0931
 GK0931                         *CURRENT SURVEY CONTROL
 GK0931  ___________________________________________________________________
 GK0931* NAD 83(1993)-  36 16 14.01227(N)    101 54 39.11098(W)     ADJUSTED  
 GK0931* NAVD 88     -      1082.     (meters)    3550.     (feet)  SCALED    
 GK0931  ___________________________________________________________________
 GK0931  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 GK0931  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 GK0931
 GK0931  HORZ ORDER  -  THIRD
 GK0931
 GK0931.The horizontal coordinates were established by classical geodetic methods
 GK0931.and adjusted by the National Geodetic Survey in February 1996..
 GK0931
 GK0931.The orthometric height was scaled from a topographic map.
 GK0931
 GK0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0931
 GK0931.The geoid height was determined by GEOID03.
 GK0931
 GK0931;                    North         East     Units Scale Factor Converg.
 GK0931;SPC TX N     - 1,251,976.522   163,081.235   MT  1.00002151   -0 14 17.2
 GK0931;SPC TX N     - 4,107,526.31    535,042.35   sFT  1.00002151   -0 14 17.2
 GK0931;UTM  14      - 4,017,889.583   238,515.752   MT  1.00044253   -1 43 22.9
 GK0931
 GK0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0931!SPC TX N     -   0.99983420  x   1.00002151  =   0.99985570
 GK0931!UTM  14      -   0.99983420  x   1.00044253  =   1.00027665
 GK0931
 GK0931|---------------------------------------------------------------------|
 GK0931| PID    Reference Object                     Distance      Geod. Az  |
 GK0931|                                                           dddmmss.s |
 GK0931| CM8249 HAILE RM 1                           18.105 METERS 18129     |
 GK0931| CM8250 HAILE RM 2                           12.319 METERS 26905     |
 GK0931| CM8248 HAILE AZ MK                                        2695801.1 |
 GK0931| GL1342 STRATFORD GRAIN CO SW ELEVATOR      APPROX.16.0 KM 2960012.4 |
 GK0931| GL1341 STRATFORD SW PUB SER CO TANK        APPROX.16.1 KM 2960758.4 |
 GK0931|---------------------------------------------------------------------|
 GK0931
 GK0931                          SUPERSEDED SURVEY CONTROL
 GK0931
 GK0931  NAD 83(1993)-  36 16 14.01177(N)    101 54 39.11116(W) AD(       ) 3
 GK0931  NAD 83(1986)-  36 16 14.02264(N)    101 54 39.09938(W) AD(       ) 3
 GK0931  NAD 27      -  36 16 13.91000(N)    101 54 37.48500(W) AD(       ) 3
 GK0931
 GK0931.Superseded values are not recommended for survey control.
 GK0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0931.See file dsdata.txt to determine how the superseded data were derived.
 GK0931
 GK0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF3851617890(NAD 83)
 GK0931_MARKER: DS = TRIANGULATION STATION DISK
 GK0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0931_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0931
 GK0931  HISTORY     - Date     Condition        Report By
 GK0931  HISTORY     - 1953     MONUMENTED       CGS
 GK0931  HISTORY     - 1962     MARK NOT FOUND   USGS
 GK0931
 GK0931                          STATION DESCRIPTION
 GK0931
 GK0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0931'THE STATION IS LOCATED ALONG THE NORTH SIDE OF AN EAST-WEST
 GK0931'DIRT FARM ROAD.  IT IS LOCATED AIRLINE ABOUT 10 MILES
 GK0931'EAST-SOUTHEAST OF STRATFORD AND ABOUT 18 MILES NORTH-NORTHWEST
 GK0931'OF SUNRAY.
 GK0931'
 GK0931'THE STATION IS A STANDARD DISK STAMPED HAILE 1953 SET IN
 GK0931'THE TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN
 GK0931'DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT
 GK0931'IS 2 FEET NORTH OF AN EAST-WEST FENCE LINE AND 18 FEET NORTH
 GK0931'OF THE CENTER LINE OF A DIRT FARM ROAD.
 GK0931'
 GK0931'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HAILE
 GK0931'NO 1 1953 SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 GK0931'ABOUT 12 INCHES IN DIAMETER, PROJECTS ABOUT 1 INCH ABOVE THE
 GK0931'GROUND AND IS ABOUT 2 FEET HIGHER THAN THE STATION.  IT
 GK0931'IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 21 FEET SOUTH
 GK0931'OF THE CENTER LINE OF A DIRT FARM ROAD.
 GK0931'
 GK0931'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HAILE
 GK0931'NO 2 1953 SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 GK0931'ABOUT 12 INCHES IN DIAMETER, PROJECTS ABOUT 1 INCH ABOVE THE
 GK0931'GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 GK0931'IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 18 FEET NORTH
 GK0931'OF THE CENTER LINE OF A DIRT FARM ROAD.
 GK0931'
 GK0931'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAILE 1953 SET
 GK0931'IN THE TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN
 GK0931'DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT
 GK0931'IS 2 FEET EAST OF A FENCE CORNER AND 21 FEET NORTH OF THE
 GK0931'CENTER LINE OF A DIRT FARM ROAD.
 GK0931'
 GK0931'TO REACH THE STATION FROM THE ROCK ISLAND RAILROAD STATION
 GK0931'IN STRATFORD, GO SOUTH ACROSS THE RAILROAD TRACKS FOR 0.1
 GK0931'MILE TO U.S. HIGHWAY 54.  CROSS U.S. HIGHWAY 54 AND CONTINUE
 GK0931'SOUTH AND EAST ON STATE HIGHWAY 289 FOR 6.6 MILES.  TURN RIGHT
 GK0931'ON THE DIRT SIDE ROAD AND GO SOUTH FOR 4.1 MILES TO A CROSS
 GK0931'ROAD.  TURN LEFT AND GO EAST FOR 1.9 MILES TO A FENCE CORNER
 GK0931'ON THE LEFT, NORTH SIDE OF THE ROAD AND THE AZIMUTH MARK.
 GK0931'CONTINUE EAST FOR 0.45 MILE TO THE STATION ON THE LEFT, NORTH
 GK0931'SIDE OF THE ROAD.
 GK0931
 GK0931                          STATION RECOVERY (1962)
 GK0931
 GK0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GK0931'STATION SEARCHED FOR BUT NOT FOUND.  BELIEVED DESTROYED BY
 GK0931'ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0691 ***********************************************************************
 DO0691  DESIGNATION -  HAL
 DO0691  PID         -  DO0691
 DO0691  STATE/COUNTY-  TX/CLAY
 DO0691  USGS QUAD   -  SCOTLAND (1981)
 DO0691
 DO0691                         *CURRENT SURVEY CONTROL
 DO0691  ___________________________________________________________________
 DO0691* NAD 83(1993)-  33 43 46.12918(N)    098 24 50.69250(W)     ADJUSTED  
 DO0691* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 DO0691  ___________________________________________________________________
 DO0691  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 DO0691  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DO0691
 DO0691  HORZ ORDER  -  THIRD
 DO0691
 DO0691.The horizontal coordinates were established by classical geodetic methods
 DO0691.and adjusted by the National Geodetic Survey in February 1996..
 DO0691
 DO0691.The orthometric height was scaled from a topographic map.
 DO0691
 DO0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0691
 DO0691.The geoid height was determined by GEOID03.
 DO0691
 DO0691;                    North         East     Units Scale Factor Converg.
 DO0691;SPC TXNC     - 2,228,754.971   607,962.200   MT  0.99994246   +0 02 48.7
 DO0691;SPC TXNC     - 7,312,173.60  1,994,622.65   sFT  0.99994246   +0 02 48.7
 DO0691;UTM  14      - 3,732,316.065   554,279.610   MT  0.99963632   +0 19 31.3
 DO0691
 DO0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0691!SPC TXNC     -   0.99996023  x   0.99994246  =   0.99990270
 DO0691!UTM  14      -   0.99996023  x   0.99963632  =   0.99959657
 DO0691
 DO0691:                Primary Azimuth Mark                     Grid Az
 DO0691:SPC TXNC     -  HAL AZ MK                                068 31 24.0
 DO0691:UTM  14      -  HAL AZ MK                                068 14 41.4
 DO0691
 DO0691|---------------------------------------------------------------------|
 DO0691| PID    Reference Object                     Distance      Geod. Az  |
 DO0691|                                                           dddmmss.s |
 DO0691| CX8207 HAL AZ MK                                          0683412.7 |
 DO0691| CX8208 HAL RM 1                             18.490 METERS 22106     |
 DO0691| DO0796 WICHITA FALLS ST HOSP WATER TK      APPROX.16.3 KM 3211700.6 |
 DO0691| CX8209 HAL RM 2                             36.140 METERS 35837     |
 DO0691|---------------------------------------------------------------------|
 DO0691
 DO0691                          SUPERSEDED SURVEY CONTROL
 DO0691
 DO0691  NAD 83(1993)-  33 43 46.12937(N)    098 24 50.69189(W) AD(       ) 3
 DO0691  NAD 83(1986)-  33 43 46.13255(N)    098 24 50.67958(W) AD(       ) 3
 DO0691  NAD 27      -  33 43 45.76629(N)    098 24 49.49490(W) AD(       ) 3
 DO0691
 DO0691.Superseded values are not recommended for survey control.
 DO0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0691.See file dsdata.txt to determine how the superseded data were derived.
 DO0691
 DO0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5428032316(NAD 83)
 DO0691_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0691_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0691
 DO0691  HISTORY     - Date     Condition        Report By
 DO0691  HISTORY     - 1966     MONUMENTED       CGS
 DO0691
 DO0691                          STATION DESCRIPTION
 DO0691
 DO0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0691'THE STATION IS ABOUT 13-1/2 MILES WEST-SOUTHWEST OF HENRIETTA, 13
 DO0691'MILES SOUTH-SOUTHEAST OF WICHITA FALLS, 5 MILES NORTH-NORTHEAST OF
 DO0691'SCOTLAND ON PROPERTY OWNED BY MR. J.S. BRIDWELL.
 DO0691'
 DO0691'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0691'FARM ROAD 172 IN SCOTLAND GO EAST ON FARM ROAD 172 FOR 4.55 MILES
 DO0691'TO A CROSS ROAD.  TURN LEFT AND GO NORTH ON A BLADED ROAD FOR 1.95
 DO0691'MILES TO A BRIDGE OVER THE LITTLE WICHITA RIVER, CONTINUE NORTH
 DO0691'FOR 3.0 MILES TO A FORK, TAKE THE LEFT FORK AND GO 0.2 MILE TO A
 DO0691'3-WAY FORK.  TAKE THE LEFT FORK AND GO WEST ON A BLADED ROAD FOR
 DO0691'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE
 DO0691'BLADED ROAD FOR 0.2 MILE TO A FENCE CORNER AND GATE AND THE
 DO0691'STATION ON THE LEFT.
 DO0691'
 DO0691'THE STATION MARK IS A STANDARD DISK, STAMPED HAL 1966, SET IN
 DO0691'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0691'FLUSH WITH THE GROUND.  IT IS 116 FEET SOUTH-SOUTHEAST OF THE FENCE
 DO0691'CORNER, 107 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD AND
 DO0691'39 FEET EAST OF A NORTH-SOUTH FENCE.
 DO0691'
 DO0691'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAL NO 1 1966, SET
 DO0691'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0691'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 10 FEET EAST OF THE
 DO0691'CENTERLINE OF A NORTH-SOUTH TRACK ROAD, 0.7 FEET EAST OF A
 DO0691'NORTH-SOUTH FENCE, AND AT ABOUT THE SAME ELEVATION AS THE
 DO0691'STATION.
 DO0691'
 DO0691'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAL NO 2 1966, SET IN
 DO0691'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0691'FLUSH WITH THE GROUND.  IT IS 35.3 FEET EAST OF THE FENCE CORNER, 8
 DO0691'FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 2.1 FEET EAST
 DO0691'OF A WITNESS POST, 0.7 FEET SOUTH OF AN EAST-WEST FENCE AND AT
 DO0691'ABOUT THE SAME ELEVATION AS THE STATION.
 DO0691'
 DO0691'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HAL 1966, SET IN THE
 DO0691'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0691'1 INCH ABOVE THE GROUND.  IT IS 110 FEET NORTH OF THE CENTER-LINE
 DO0691'OF AN EAST-WEST BLADED ROAD, 28.7 FEET WEST OF THE SOUTHWEST
 DO0691'CORNER OF A HAY BARN, 1.9 FEET WEST OF A WITNESS POST AND 0.7 FEET
 DO0691'SOUTH OF AN EAST-WEST FENCE.
 DO0691'
 DO0691'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0845 ***********************************************************************
 CB0845  DESIGNATION -  HALAMICEK ET
 CB0845  PID         -  CB0845
 CB0845  STATE/COUNTY-  TX/COKE
 CB0845  USGS QUAD   -  SHAWVILLE (1987)
 CB0845
 CB0845                         *CURRENT SURVEY CONTROL
 CB0845  ___________________________________________________________________
 CB0845* NAD 83(1993)-  31 48 24.37791(N)    100 15 25.29167(W)     ADJUSTED  
 CB0845* NAVD 88     -       575.4    (meters)    1888.     (feet)  VERTCON   
 CB0845  ___________________________________________________________________
 CB0845  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 CB0845  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 CB0845
 CB0845  HORZ ORDER  -  THIRD
 CB0845
 CB0845.The horizontal coordinates were established by classical geodetic methods
 CB0845.and adjusted by the National Geodetic Survey in February 1996..
 CB0845
 CB0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0845
 CB0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0845
 CB0845.The geoid height was determined by GEOID03.
 CB0845
 CB0845;                    North         East     Units Scale Factor Converg.
 CB0845;SPC TX C     - 3,237,253.389   707,225.509   MT  0.99998033   +0 02 21.5
 CB0845;SPC TX C     -10,620,888.83  2,320,289.02   sFT  0.99998033   +0 02 21.5
 CB0845;UTM  14      - 3,519,706.108   381,014.623   MT  0.99977460   -0 39 45.4
 CB0845
 CB0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0845!SPC TX C     -   0.99991358  x   0.99998033  =   0.99989391
 CB0845!UTM  14      -   0.99991358  x   0.99977460  =   0.99968820
 CB0845
 CB0845:                Primary Azimuth Mark                     Grid Az
 CB0845:SPC TX C     -  TAYLOR                                   223 18 33.3
 CB0845:UTM  14      -  TAYLOR                                   224 00 40.2
 CB0845
 CB0845|---------------------------------------------------------------------|
 CB0845| PID    Reference Object                     Distance      Geod. Az  |
 CB0845|                                                           dddmmss.s |
 CB0845| CB0844 TAYLOR                              APPROX. 3.3 KM 2232054.8 |
 CB0845|---------------------------------------------------------------------|
 CB0845
 CB0845                          SUPERSEDED SURVEY CONTROL
 CB0845
 CB0845  NAD 83(1986)-  31 48 24.38419(N)    100 15 25.27764(W) AD(       ) 3
 CB0845  NAD 27      -  31 48 23.84206(N)    100 15 23.94949(W) AD(       ) 3
 CB0845  NGVD 29 (07/19/86)  575.2    (m)         1887.     (f) VERT ANG       
 CB0845
 CB0845.Superseded values are not recommended for survey control.
 CB0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0845.See file dsdata.txt to determine how the superseded data were derived.
 CB0845
 CB0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA8101519706(NAD 83)
 CB0845_MARKER: DD = SURVEY DISK
 CB0845_SETTING: 0 = UNSPECIFIED SETTING
 CB0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0845
 CB0845  HISTORY     - Date     Condition        Report By
 CB0845  HISTORY     - 1958     MONUMENTED       USGS
 CB0845
 CB0845                          STATION DESCRIPTION
 CB0845
 CB0845'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0845'STATION LOCATED ABOUT 6.0 MI. (AIRLINE) SE. OF BRONTE, TEXAS, 2.0
 CB0845'MI. E. OF U.S. HIGHWAY 277 AND 1.8 MI. S. OF THE COLORADO RIVER, ON
 CB0845'TOP OF A PROMINENT HILL, 0.3 MI. N. OF A GRADED RD.
 CB0845'
 CB0845'TO REACH FROM POST OFFICE IN BRONTE, TEXAS, PROCEED S. ALONG U.S.
 CB0845'HIGHWAY 277 5.7 MI., THENCE E. ALONG GRADED RD. 1.9 MI., THENCE N.
 CB0845'ALONG TRACK RD. 0.3 MI. TO BASE OF HILL AND STATION.
 CB0845'
 CB0845'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 CB0845'0.2 FT., STAMPED ---HALAMICEK-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0484 ***********************************************************************
 BO0484  DESIGNATION -  HALBERT
 BO0484  PID         -  BO0484
 BO0484  STATE/COUNTY-  TX/SUTTON
 BO0484  USGS QUAD   -  SONORA (1982)
 BO0484
 BO0484                         *CURRENT SURVEY CONTROL
 BO0484  ___________________________________________________________________
 BO0484* NAD 83(1993)-  30 34 43.58351(N)    100 43 35.69795(W)     ADJUSTED  
 BO0484* NAVD 88     -       706.     (meters)    2316.     (feet)  SCALED    
 BO0484  ___________________________________________________________________
 BO0484  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 BO0484  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 BO0484
 BO0484  HORZ ORDER  -  SECOND
 BO0484
 BO0484.The horizontal coordinates were established by classical geodetic methods
 BO0484.and adjusted by the National Geodetic Survey in February 1996..
 BO0484
 BO0484.The orthometric height was scaled from a topographic map.
 BO0484
 BO0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0484
 BO0484.The geoid height was determined by GEOID03.
 BO0484
 BO0484;                    North         East     Units Scale Factor Converg.
 BO0484;SPC TX C     - 3,101,178.694   662,282.453   MT  0.99990877   -0 12 09.2
 BO0484;SPC TX C     -10,174,450.43  2,172,838.35   sFT  0.99990877   -0 12 09.2
 BO0484;UTM  14      - 3,384,190.231   334,437.695   MT  0.99993815   -0 52 42.8
 BO0484
 BO0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0484!SPC TX C     -   0.99989274  x   0.99990877  =   0.99980152
 BO0484!UTM  14      -   0.99989274  x   0.99993815  =   0.99983090
 BO0484
 BO0484:                Primary Azimuth Mark                     Grid Az
 BO0484:SPC TX C     -  WINDMILL NEAR WINDCHARGER                022 45 03.2
 BO0484:UTM  14      -  WINDMILL NEAR WINDCHARGER                023 25 36.8
 BO0484
 BO0484|---------------------------------------------------------------------|
 BO0484| PID    Reference Object                     Distance      Geod. Az  |
 BO0484|                                                           dddmmss.s |
 BO0484| BO0481 WINDMILL NEAR WINDCHARGER           APPROX. 2.4 KM 0223254.0 |
 BO0484| BO0482 WINDMILL WEST OF TWO                APPROX. 6.0 KM 0322014.9 |
 BO0484| BO0487 WINDMILL EAST OF TWO                APPROX. 6.1 KM 0322604.2 |
 BO0484| CV4193 HALBERT AZ MK                                      0351158.8 |
 BO0484| CV4194 HALBERT RM 1                         25.185 METERS 04702     |
 BO0484| BO0483 WINDMILL NEAR STA HALBERT            30.452 METERS 19002     |
 BO0484| CV4195 HALBERT RM 2                         32.037 METERS 28624     |
 BO0484|---------------------------------------------------------------------|
 BO0484
 BO0484                          SUPERSEDED SURVEY CONTROL
 BO0484
 BO0484  NAD 83(1986)-  30 34 43.58492(N)    100 43 35.68343(W) AD(       ) 2
 BO0484  NAD 27      -  30 34 42.93600(N)    100 43 34.33900(W) AD(       ) 2
 BO0484
 BO0484.Superseded values are not recommended for survey control.
 BO0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0484.See file dsdata.txt to determine how the superseded data were derived.
 BO0484
 BO0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU3443884190(NAD 83)
 BO0484_MARKER: DD = SURVEY DISK
 BO0484_SETTING: 0 = UNSPECIFIED SETTING
 BO0484
 BO0484  HISTORY     - Date     Condition        Report By
 BO0484  HISTORY     - 1944     MONUMENTED       CGS
 BO0484
 BO0484                          STATION DESCRIPTION
 BO0484
 BO0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0484'STATION IS LOCATED BY AIR LINE DISTANCES, ABOUT 5 MILES W
 BO0484'OF SONORA, 2 MILES S OF U.S. HIGHWAY 290, ON PROPERTY OF B.M.
 BO0484'HALBERT AND SON.  IT IS ON THE HIGHEST POINT IN THE VICINITY,
 BO0484'AT THE S END OF A SMALL RIDGE, AND AT A WINDMILL AND EARTH
 BO0484'STOCK WATER TANK.  IT IS 99.9 FEET N OF THE DRIVE SHAFT OF THE
 BO0484'WINDMILL, 104 FEET N OF FENCE CORNER, AND 47 FEET ENE OF THE
 BO0484'E END OF A FEED HOPPER.
 BO0484'
 BO0484'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 BO0484'MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND.  IT IS STAMPED
 BO0484'HALBERT 1944.
 BO0484'
 BO0484'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 BO0484'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND.  IT
 BO0484'IS STAMPED HALBERT NO 1 1944.
 BO0484'
 BO0484'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 BO0484'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND.  IT IS
 BO0484'STAMPED HALBERT NO 2 1944.
 BO0484'
 BO0484'AZIMUTH MARK IS ABOUT 180 FEET W OF THE TRACK ROAD LEADING
 BO0484'TO STATION, ON TOP OF LOW RIDGE, AND 6 FEET NW OF A WHITE WOODEN
 BO0484'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN A SQUARE
 BO0484'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 BO0484'IT IS STAMPED HALBERT 1944.  ABOUT 2 MAN-HOURS CLEARING NEAR
 BO0484'STATION REQUIRED TO SEE THE MARK FROM THE GROUND AT THE STATION.
 BO0484'
 BO0484'TO REACH STATION FROM SONORA, GO S ALONG THE MAIN STREET (U.S.
 BO0484'HIGHWAY 290) FROM THE MAC DONALD HOTEL FOR ONE BLOCK, THEN TURN
 BO0484'RIGHT.  FOLLOW THE HIGHWAY W FOR 5.2 MILES TO A DIRT ROAD LEFT
 BO0484'AT SIGN B.M. HALBERT.  THIS ROAD IS ABOUT 0.1 MILE W OF THE
 BO0484'ROAD LEADING TO THE HALBERT RANCH HOUSE.  TURN LEFT ON THIS ROAD
 BO0484'0.1 MILE, PASS THROUGH A BUMPER GATE AND CONTINUE SW ALONG ROAD
 BO0484'1.0 MILE TO A TRACK ROAD LEFT WHERE MAIN ROAD CURVES TO RIGHT.
 BO0484'BEAR LEFT ON THIS TRACK ROAD AND FOLLOW IT SE FOR 1.0 MILE TO
 BO0484'WINDMILL ON TOP OF KNOLL ON RIGHT.  BEAR RIGHT TO TOP OF
 BO0484'KNOLL, 200 FEET, AND STATION.
 BO0484'
 BO0484'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0892 ***********************************************************************
 CU0892  DESIGNATION -  HALE
 CU0892  PID         -  CU0892
 CU0892  STATE/COUNTY-  TX/FISHER
 CU0892  USGS QUAD   -  LONGWORTH (1969)
 CU0892
 CU0892                         *CURRENT SURVEY CONTROL
 CU0892  ___________________________________________________________________
 CU0892* NAD 83(1993)-  32 41 08.33944(N)    100 20 45.29415(W)     ADJUSTED  
 CU0892* NAVD 88     -       624.     (meters)    2047.     (feet)  SCALED    
 CU0892  ___________________________________________________________________
 CU0892  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 CU0892  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CU0892
 CU0892  HORZ ORDER  -  SECOND
 CU0892
 CU0892.The horizontal coordinates were established by classical geodetic methods
 CU0892.and adjusted by the National Geodetic Survey in February 1996..
 CU0892
 CU0892.The orthometric height was scaled from a topographic map.
 CU0892
 CU0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0892
 CU0892.The geoid height was determined by GEOID03.
 CU0892
 CU0892;                    North         East     Units Scale Factor Converg.
 CU0892;SPC TXNC     - 2,114,515.830   426,911.625   MT  0.99989290   -1 00 24.3
 CU0892;SPC TXNC     - 6,937,374.02  1,400,625.89   sFT  0.99989290   -1 00 24.3
 CU0892;UTM  14      - 3,617,239.351   373,821.393   MT  0.99979632   -0 43 36.9
 CU0892
 CU0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0892!SPC TXNC     -   0.99990640  x   0.99989290  =   0.99979931
 CU0892!UTM  14      -   0.99990640  x   0.99979632  =   0.99970274
 CU0892
 CU0892|---------------------------------------------------------------------|
 CU0892| PID    Reference Object                     Distance      Geod. Az  |
 CU0892|                                                           dddmmss.s |
 CU0892| CX8217 HALE RM 2                            28.214 METERS 22911     |
 CU0892| CX8214 HALE AZ MK                                         2654142.7 |
 CU0892| CX8215 HALE AZ MK 2                                       2654811.8 |
 CU0892| CU0899 ROBY MUNICIPAL TANK                 APPROX. 7.8 KM 3330341.9 |
 CU0892| CU0900 ROBY COURTHOUSE DOME                APPROX. 7.3 KM 3361026.6 |
 CU0892| CX8216 HALE RM 1                            23.151 METERS 35035     |
 CU0892|---------------------------------------------------------------------|
 CU0892
 CU0892                          SUPERSEDED SURVEY CONTROL
 CU0892
 CU0892  NAD 83(1986)-  32 41 08.34507(N)    100 20 45.28449(W) AD(       ) 2
 CU0892  NAD 27      -  32 41 07.94500(N)    100 20 43.90400(W) AD(       ) 2
 CU0892
 CU0892.Superseded values are not recommended for survey control.
 CU0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0892.See file dsdata.txt to determine how the superseded data were derived.
 CU0892
 CU0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7382117239(NAD 83)
 CU0892_MARKER: DS = TRIANGULATION STATION DISK
 CU0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0892
 CU0892  HISTORY     - Date     Condition        Report By
 CU0892  HISTORY     - 1935     MONUMENTED       CGS
 CU0892  HISTORY     - 1938     GOOD             TXHD
 CU0892  HISTORY     - 1942     GOOD             CGS
 CU0892  HISTORY     - 1958     GOOD             CGS
 CU0892  HISTORY     - 1969     GOOD             CGS
 CU0892
 CU0892                          STATION DESCRIPTION
 CU0892
 CU0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0892'STATION IS 4-3/4 MILES SSE OF ROBY ON THE PROPERTY OF S.E.
 CU0892'HALE.
 CU0892'
 CU0892'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CU0892'STANDARD BRONZE DISKS SET IN CONCRETE.
 CU0892'
 CU0892'REFERENCE MARK NO. 1 IS 20 FEET W OF CENTER LINE OF ROAD IN
 CU0892'FENCE LINE.
 CU0892'
 CU0892'REFERENCE MARK NO. 2 IS 125 FEET W OF CENTER LINE OF ROAD,
 CU0892'30 FEET N OF HOUSE.
 CU0892'
 CU0892'AZIMUTH MARK IS REACHED BY GOING 0.8 MILE S, THENCE 1.0 MILE
 CU0892'W, THENCE 1.0 MILE N TO MARK IN SW CORNER OF ROAD RIGHT-OF-WAY,
 CU0892'30 FEET S OF E-W ROAD, 30 FEET W OF N-S ROAD, 2 FEET E OF N-S
 CU0892'FENCE LINE.  AND 6 FEET S OF E-W FENCE LINE.
 CU0892'
 CU0892'TO REACH THE STATION FROM THE COURTHOUSE IN ROBY, GO S ON
 CU0892'U.S. HIGHWAY 70 FOR 1.5 MILES AND TURN LEFT ON DIRT T-ROAD
 CU0892'FOR 2.9 MILES TO TOP OF GRADE TO ONE-STORY HOUSE ON RIGHT.
 CU0892'MARK IS 45 YARDS NE OF NE CORNER OF HOUSE AT FENCE CORNER,
 CU0892'30 FEET W OF CENTER LINE OF ROAD.
 CU0892'
 CU0892'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CU0892
 CU0892                          STATION RECOVERY (1938)
 CU0892
 CU0892'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0892'DESCRIPTION IS SATISFACTORY.  STATION AND REFERENCE MARKS
 CU0892'WERE FOUND IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER
 CU0892'THE AZIMUTH MARK.
 CU0892
 CU0892                          STATION RECOVERY (1942)
 CU0892
 CU0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GMF)
 CU0892'STATION RECOVERED AS DESCRIBED.  NO EFFORT WAS MADE TO RECOVER
 CU0892'THE AZIMUTH MARK.
 CU0892
 CU0892                          STATION RECOVERY (1958)
 CU0892
 CU0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0892'STATION RECOVERED AS DESCRIBED AND THE STATION AND REFERENCE
 CU0892'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD EVIDENTLY
 CU0892'BEEN MOVED AS THE ARROW DID NOT POINT TOWARD THE STATION
 CU0892'AND THE MARK PROJECTED ABOUT 2 FEET.  THE AZIMUTH MARK WAS RESET
 CU0892'AND ITS DIRECTION WAS DETERMINED BY INITIALING ON THE ROBY TANK.
 CU0892'
 CU0892'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.75
 CU0892'MILE, TURN RIGHT AND GO WEST FOR 1.0 MILE, TURN RIGHT AND GO
 CU0892'NORTH FOR 0.9 MILE TO A T-INTERSECTION AND MARK ON THE RIGHT.
 CU0892'THE MARK IS 39 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD,
 CU0892'25 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD AND 15 FEET
 CU0892'NORTH-NORTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS 5
 CU0892'INCHES AND DISK IS STAMPED HALE 1935 RESET 1958.
 CU0892'
 CU0892'THE DESCRIPTION TO REACH THE STATION FROM ROBY WAS NOT CHECKED.
 CU0892
 CU0892                          STATION RECOVERY (1969)
 CU0892
 CU0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 CU0892'STATION HALE 1935 IS LOCATED ABOUT 4.75 MILES SSE OF ROBY ON
 CU0892'PROPERTY FORMERLY OF S.E. HALE.  TO REACH FROM COURT HOUSE
 CU0892'IN ROBY GO SOUTH ON ROUTE 70 FOR 1.5 MILES AND TURN LEFT
 CU0892'ON DIRT T ROAD FOR 2.9 MILES TO TOP OF GRADE TO ONE STORY
 CU0892'HOUSE ON RIGHT.
 CU0892'
 CU0892'ROAD AT STATION IS EAST AND WEST DIRECTION.  STATION DESCRIBED
 CU0892'AS BEING WEST OF ROAD AND NORTH EAST OF HOUSE.  THIS IS AN
 CU0892'ERROR, WEST DIRECTIONS IN DESCRIPTIONS WERE ASSUMED TO BE
 CU0892'SOUTH OF CENTER LINE OF EAST WEST ROAD.
 CU0892'
 CU0892'STATION WAS NOT RECOVERED.
 CU0892'
 CU0892'R.M. 1 AND R.M. 2 WERE NOT RECOVERED.
 CU0892'
 CU0892'OLD FENCE HAS BEEN REPLACED WITH NEW FENCE AT DIFFERENT
 CU0892'LOCATION.  AREA OF STATION IS NOW IN CULTIVATED WHEAT FIELD
 CU0892'WITH NO MONUMENT AT SURFACE.  A LINE 30 FOOT SOUTH OF EAST
 CU0892'WEST ROAD WAS MADE IN WHEAT FIELD.  FORTY-FIVE YARDS WAS
 CU0892'CHAINED FROM NE CORNER OF HOUSE TO INTERSECT THIS LINE.  A HOLE
 CU0892'WAS DUG WITH NO SUBMARKER LOCATED.
 CU0892'
 CU0892'R.M. 1 IS 20 FEET FROM CENTER LINE OF ROAD IN OLD FENCE LINE.
 CU0892'THIS AREA IS NOW A BANK FROM BLOWING SAND AND COVERED WITH
 CU0892'GRASS.  NO OTHER DISTANCE WAS GIVEN.  R.M. 1 WAS NOT RECOVERED.
 CU0892'
 CU0892'R.M. 2 IS 30 FEET NORTH OF HOUSE.  THIS AREA IS NOW CULTIVATED
 CU0892'AND NOT RECOVERED.  HOUSE IS VACANT.
 CU0892'
 CU0892'PIECES OF CONCRETE SIMILAR TO STATION MONUMENT WERE FOUND IN
 CU0892'ROAD GOTTER NEAR WHERE STATION SHOULD HAVE BEEN.  ALSO A SIMILAR
 CU0892'PIECE OF CONCRETE WAS FOUND NEAR LOCATION OF R.M. 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0928 ***********************************************************************
 CU0928  DESIGNATION -  HALE
 CU0928  PID         -  CU0928
 CU0928  STATE/COUNTY-  TX/NOLAN
 CU0928  USGS QUAD   -  CHALK PEAK (1984)
 CU0928
 CU0928                         *CURRENT SURVEY CONTROL
 CU0928  ___________________________________________________________________
 CU0928* NAD 83(1993)-  32 25 56.46779(N)    100 09 37.99106(W)     ADJUSTED  
 CU0928* NAVD 88     -       773.5    (meters)    2538.     (feet)  VERTCON   
 CU0928  ___________________________________________________________________
 CU0928  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CU0928  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CU0928
 CU0928  HORZ ORDER  -  FIRST
 CU0928
 CU0928.The horizontal coordinates were established by classical geodetic methods
 CU0928.and adjusted by the National Geodetic Survey in February 1996..
 CU0928
 CU0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0928
 CU0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0928
 CU0928.The geoid height was determined by GEOID03.
 CU0928
 CU0928;                    North         East     Units Scale Factor Converg.
 CU0928;SPC TXNC     - 2,086,141.928   443,847.230   MT  0.99993061   -0 54 20.4
 CU0928;SPC TXNC     - 6,844,283.98  1,456,188.79   sFT  0.99993061   -0 54 20.4
 CU0928;UTM  14      - 3,588,952.971   390,893.878   MT  0.99974679   -0 37 20.9
 CU0928
 CU0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0928!SPC TXNC     -   0.99988283  x   0.99993061  =   0.99981345
 CU0928!UTM  14      -   0.99988283  x   0.99974679  =   0.99962965
 CU0928
 CU0928:                Primary Azimuth Mark                     Grid Az
 CU0928:SPC TXNC     -  TRENT MUNICIPAL TANK                     031 02 01.1
 CU0928:UTM  14      -  TRENT MUNICIPAL TANK                     030 45 01.6
 CU0928
 CU0928|---------------------------------------------------------------------|
 CU0928| PID    Reference Object                     Distance      Geod. Az  |
 CU0928|                                                           dddmmss.s |
 CU0928| CU0916 TRENT MUNICIPAL TANK                APPROX. 7.2 KM 0300740.7 |
 CU0928| CU0918 TRENT SCHOOLHOUSE BELFRY            APPROX. 7.6 KM 0302754.1 |
 CU0928| CU0917 TRENT CHRISTIAN CHURCH SPIRE        APPROX. 7.4 KM 0311423.1 |
 CU0928| CT1178 CHURCH BELFRY NORTH OF TYE          APPROX.48.9 KM 0434348.0 |
 CU0928| CU0922 MERKEL WATER TANK                   APPROX.14.9 KM 0731347.1 |
 CU0928| CU0921 MERKEL TALL WATER TANK              APPROX.14.8 KM 0733605.1 |
 CU0928| CU0924 MERKEL METHODIST CHURCH SPIRE       APPROX.14.3 KM 0735303.1 |
 CU0928| CU0920 MERKEL ELEC LT PLANT TALL STK       APPROX.15.1 KM 0742928.4 |
 CU0928| CX8212 HALE RM 1                            22.196 METERS 09140     |
 CU0928| CX8211 HALE RM                              14.120 METERS 10035     |
 CU0928| CU0930 TEXAS ELEC SERVICE MICROWAVE        APPROX.10.3 KM 3111458.5 |
 CU0928| CU0893 ESKOTA WATER TANK                   APPROX.14.2 KM 3192012.5 |
 CU0928| CX8213 HALE RM 2                            15.855 METERS 34453     |
 CU0928| CX8210 HALE AZ MK                                         3532824.3 |
 CU0928|---------------------------------------------------------------------|
 CU0928
 CU0928                          SUPERSEDED SURVEY CONTROL
 CU0928
 CU0928  NAD 83(1986)-  32 25 56.47329(N)    100 09 37.97976(W) AD(       ) 1
 CU0928  NAD 27      -  32 25 56.03600(N)    100 09 36.62400(W) AD(       ) 1
 CU0928  NGVD 29 (07/19/86)  773.3    (m)         2537.     (f) VERT ANG       
 CU0928
 CU0928.Superseded values are not recommended for survey control.
 CU0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0928.See file dsdata.txt to determine how the superseded data were derived.
 CU0928
 CU0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA9089488953(NAD 83)
 CU0928_MARKER: N = NAIL
 CU0928_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0928_SP_SET: METAL PIPE AND CONCRETE SURROUND
 CU0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0928
 CU0928  HISTORY     - Date     Condition        Report By
 CU0928  HISTORY     - 1908     MONUMENTED       CGS
 CU0928  HISTORY     - 1937     GOOD             CGS
 CU0928  HISTORY     - 1938     GOOD             TXHD
 CU0928  HISTORY     - 1942     GOOD             CGS
 CU0928  HISTORY     - 1942     GOOD             CGS
 CU0928  HISTORY     - 1955     GOOD             USGS
 CU0928  HISTORY     - 1958     GOOD             CGS
 CU0928  HISTORY     - 1961     GOOD             CGS
 CU0928
 CU0928                          STATION DESCRIPTION
 CU0928
 CU0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WB)
 CU0928'STATION IS 9 MILES IN DIRECT LINE WSW FROM MERKEL, AND 4-1/2
 CU0928'MILES DIRECT SW BY S FROM TRENT, TOWNS ON THE TEXAS AND PACIFIC
 CU0928'RAILWAY.  IT IS 1 MILE W OF THE HOUSE OF T.C. HALE, 3/4 MILE
 CU0928'SE OF HOUSE OF F.C. HALE, ON HIGHEST POINT OF MOUNTAIN IN THIS
 CU0928'VICINITY, AND ABOUT 600 METERS (1,969 FEET) S OF EXTREME N EDGE
 CU0928'OF TOP OF HILL, IN PASTURE SAID TO BELONG TO ARTHUR SEARS.
 CU0928'SURFACE MARK IS LARGE NAIL IN IRON PIPE SET IN CONCRETE.
 CU0928'UNDERGROUND MARK IS AN OLD TYPE STATION MARK SET IN DRILL
 CU0928'HOLE.  REFERENCE MARK IS LARGE NAIL IN IRON PIPE SET IN
 CU0928'CONCRETE.  IT IS 14.12 METERS (46.3 FEET) FROM STATION.
 CU0928
 CU0928                          STATION RECOVERY (1937)
 CU0928
 CU0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CU0928'STATION MARK WAS RECOVERED.  IT HAD BEEN TAMPERED WITH BUT IN
 CU0928'NO WAY MOVED.  REFERENCE MARK HAS BEEN DESTROYED.  FOLLOWING
 CU0928'IS NEW DESCRIPTION--
 CU0928'
 CU0928'ABOUT 5 MILES SSW OF TRENT AND ABOUT 9 MILES WSW OF MERKEL,
 CU0928'ON THE HIGHEST POINT OF MOUNTAIN IN THIS VICINITY, AND ABOUT
 CU0928'1/4 MILE S OF THE EXTREME N END OF A SPUR OF THE MOUNTAIN ON
 CU0928'PROPERTY OWNED BY JACK BOYD.  MOUNTAIN IS COVERED WITH ROCK
 CU0928'AND BRUSH.
 CU0928'
 CU0928'STATION IS ABOUT 60 YARDS S OF AN E AND W FENCE WHICH IS THE
 CU0928'PROPERTY LINE BETWEEN MR. BOYDS AND MR. HALES PROPERTY.
 CU0928'
 CU0928'SURFACE MARK IS A NAIL IN IRON PIPE SET IN A MASS OF CONCRETE
 CU0928'SET FLUSH WITH THE SURFACE OF THE GROUND.
 CU0928'
 CU0928'UNDERGROUND MARK IS AN OLD TYPE STATION MARK SET IN A DRILL
 CU0928'HOLE IN BEDROCK.
 CU0928'
 CU0928'TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 CU0928'
 CU0928'REFERENCE MARK NO. 1 IS A STANDARD DISK IN SOLID ROCK OUTCROP
 CU0928'3-1/2 FEET ACROSS AND FLUSH WITH THE GROUND E OF STATION.
 CU0928'
 CU0928'REFERENCE MARK NO. 2 IS A STANDARD DISK IN ROCK OUTCROP 2-1/2
 CU0928'FEET ACROSS AND FLUSH WITH THE GROUND, NNW OF STATION.
 CU0928'
 CU0928'AZIMUTH MARK IS A STANDARD DISK IN A FLAT ROCK OUTCROP ABOUT
 CU0928'7 FEET ACROSS AND FLUSH 1/4 MILE N OF STATION AND ABOUT 25
 CU0928'FEET S OF THE EXTREME N END OF SPUR OF MOUNTAIN.
 CU0928'
 CU0928'STATION REACHED FROM THE RAILROAD CROSSING JUST W OF DEPOT
 CU0928'IN TRENT BY GOING S FOR 0.25 MILE TO END OF STREET THENCE RIGHT
 CU0928'W 0.25 MILE, THENCE LEFT S ON GRADED DIRT ROAD FOR 1.95 MILES
 CU0928'TO CROSSROADS, THEN TURN RIGHT W ON GRADED DIRT ROAD FOR 1.9
 CU0928'MILES TO RAILROAD CROSSING, CROSS RAILROAD AND CONTINUE W FOR
 CU0928'0.3 MILE, THENCE LEAVE GRADED DIRT ROAD, TURN LEFT ACROSS A
 CU0928'PLANK BRIDGE AND THROUGH GATE AND FOLLOW TRAIL ROAD S FOR 0.35
 CU0928'MILE TO MR. F.C. HALES RANCHHOUSE, GO THROUGH A GATE AT SW
 CU0928'CORNER OF CORRAL AND CONTINUE S ON A TRAIL ROAD FOR 0.2 MILE TO
 CU0928'A FORK, THENCE TAKE RIGHT FORK S ON DIM TRAIL ROAD FOR 0.2
 CU0928'MILE TO END OF TRUCK TRAVEL AT BASE OF MOUNTAIN.  FROM HERE
 CU0928'PACK UP TRAIL TO TOP OF MOUNTAIN, THEN S TO HIGHEST POINT
 CU0928'AND STATION.  ABOUT A 15-MINUTE PACK.
 CU0928
 CU0928                          STATION RECOVERY (1938)
 CU0928
 CU0928'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0928'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  NO
 CU0928'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CU0928'
 CU0928'TO REACH STATION FROM JUNCTION TEXAS HIGHWAY 70 AND U.S. HIGHWAY
 CU0928'80, IN SWEETWATER (AT POINT WHERE HIGHWAY 70 TURNS N TOWARD
 CU0928'ROBY), GO E ON U.S. HIGHWAY 80, 14.2 MILES TO ROAD.  TURN S ON
 CU0928'THE GRADED ROAD AND GO 3.1 MILES TO RAILROAD.  CONTINUE ON
 CU0928'MAIN GRADED ROAD FOR 0.3 MILE TO A GATE ON LEFT, OR S SIDE
 CU0928'OF ROAD.  PASS THROUGH GATE AND GO 1.3 MILES TO TOP OF MOUNTAIN,
 CU0928'PASSING T.C. HALES HOUSE AT 0.25 MILE TO STATION.
 CU0928
 CU0928                          STATION RECOVERY (1942)
 CU0928
 CU0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GMF)
 CU0928'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION BUT
 CU0928'NO EFFORT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CU0928
 CU0928                          STATION RECOVERY (1942)
 CU0928
 CU0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (ACT)
 CU0928'STATION REACHED FROM THE RAILROAD CROSSING JUST WEST OF DEPOT
 CU0928'IN TRENT BY GOING SOUTH FOR 0.25 MILE TO END OF STREET THENCE
 CU0928'RIGHT WEST 0.25 MILE, THENCE LEFT SOUTH ON GRADED DIRT ROAD
 CU0928'FOR 1.95 MILES TO CROSSROADS, THENCE LEFT SOUTH ON GRADED DIRT
 CU0928'ROAD FOR 1.9 MILES TO RAILROAD CROSSING, CROSS RAILROAD AND
 CU0928'CONTINUE WEST FOR 0.3 MILE, THENCE LEAVE ROAD, TURN LEFT ACROSS
 CU0928'A PLANK BRIDGE AND THROUGH GATE AND FOLLOW TRAIL ROAD SOUTH
 CU0928'FOR 0.35 MILE TO HALE RANCH HOUSE, GO THROUGH A GATE AT
 CU0928'SOUTHWEST CORNER OF CORRAL AND CONTINUE SOUTH ON A TRAIL ROAD
 CU0928'FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK SOUTH ON DIM ROAD
 CU0928'FOR 0.2 MILE TO END TRUCK TRAVEL AT BASE OF MOUNTAIN.  PACK
 CU0928'UP TRAIL TO TOP OF MOUNTAIN, THEN SOUTH ABOUT 1/4 MILE TO
 CU0928'HIGHEST POINT AND STATION.  ABOUT 15 MINUTE PACK.
 CU0928'
 CU0928'ALL MARKS RECOVERED AS DESCRIBED.
 CU0928
 CU0928                          STATION RECOVERY (1955)
 CU0928
 CU0928'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CU0928'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32100-2, STATION 1006.
 CU0928'
 CU0928'RECOVERED BY USGS IN 1955.
 CU0928'
 CU0928'STATION MARK--A NAIL IN IRON PIPE SET IN A MASS OF CONCRETE SET
 CU0928'FLUSH WITH THE SURFACE OF THE GROUND.
 CU0928
 CU0928                          STATION RECOVERY (1958)
 CU0928
 CU0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0928'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU0928'CONDITION.
 CU0928'
 CU0928'THE 1937 DESCRIPTION TO REACH THE STATION FROM TRENT IS ADEQUATE.
 CU0928
 CU0928                          STATION RECOVERY (1961)
 CU0928
 CU0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0928'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH
 CU0928'MARK WERE RECOVERED AS DESCRIBED IN 1937.  THE DISTANCE AND
 CU0928'DIRECTIONS TO THE REFERENCE MARKS AND THE DIRECTION TO THE
 CU0928'AZIMUTH MARK WERE VERIFIED.  THE STATION IS NOW ON THE PROPERTY
 CU0928'OWNED BY MR. CHARLES BOYD JR.
 CU0928'
 CU0928'A NEW TO REACH FOLLOWS--
 CU0928'
 CU0928'TO REACH THE STATION FROM THE JUNCTION OF LOOP 39 AND FARM
 CU0928'ROAD 126 ON THE WEST SIDE OF MERKEL, GO SOUTH AND WEST ON 126
 CU0928'FOR 5.5 MILES TO A RAILROAD CROSSING AT BLAIR.  CONTINUE SOUTH
 CU0928'AND WEST ON 126 FOR 1.5 MILES TO THE JUNCTION OF FARM ROAD 1085.
 CU0928'(126 TURNS SOUTH.) CONTINUE STRAIGHT AHEAD ON 1085 FOR 1.0 MILE
 CU0928'TO A FORK.  BEAR LEFT AND GO SOUTH AND WEST ON A GRAVEL ROAD
 CU0928'2.2 MILES TO A T-ROAD.  TURN LEFT AND GO SOUTH 0.5 MILES TO A
 CU0928'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE MAIN
 CU0928'ROAD 2.1 MILES TO A SIDE ROAD ON THE RIGHT.  BEAR LEFT,
 CU0928'CROSSING A CATTLE GUARD AND CONTINUE WEST 1.2 MILES TO A SIDE
 CU0928'ROAD ON THE RIGHT AND SIGN LAZY J RANCH 2 MILES.  TURN
 CU0928'RIGHT AND GO NORTHERLY 0.4 MILE TO A REVERSE Y.  BEAR
 CU0928'RIGHT WITH THE MAIN ROAD AND CONTINUE NORTH 1.2 MILES TO A
 CU0928'FORK.  BEAR RIGHT WITH THE MAIN ROAD AND GO NORTH AND WEST 0.6
 CU0928'MILE TO A CATTLE GUARD.  TURN RIGHT AND GO NORTH ON THE MAIN
 CU0928'ROAD 0.3 MILE TO A FORK.  BEAR RIGHT AND CONTINUE NORTH 0.2
 CU0928'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, CROSSING A CATTLE
 CU0928'GUARD AND GO EASTERLY, UPHILL FOR 0.7 MILE TO A FORK AT
 CU0928'THE TOP OF A RIDGE.  TURN RIGHT AND GO NORTHEAST 0.2 MILE
 CU0928'TO A DIM TRACK ROAD ON THE RIGHT JUST AFTER PASSING BETWEEN
 CU0928'STORAGE TANKS.  TURN RIGHT AND GO EASTERLY 0.4 MILE TO A
 CU0928'CATTLE GUARD AND STORAGE TANKS.  CROSS THE CATTLE
 CU0928'GUARD, TURN RIGHT AND GO SOUTHEAST ON A TRACK ROAD 0.3
 CU0928'MILE TO A WIRE GATE JUST NORTH OF A WINDMILL.  PASS THROUGH
 CU0928'THE GATE, BEAR LEFT AND GO NORTHEAST ON A DIM TRACK ROAD 1.2
 CU0928'MILES TO A POINT JUST SOUTHEAST OF THE HIGHEST PART OF THE RIDGE.
 CU0928'TURN LEFT, PICKING WAY THROUGH ROCKS AND BRUSH, AND GO NORTHERLY
 CU0928'0.1 MILE TO THE HIGHEST PART OF THE HILL AND THE STATION.
 CU0928'
 CU0928'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0452 ***********************************************************************
 BA0452  DESIGNATION -  HALE
 BA0452  PID         -  BA0452
 BA0452  STATE/COUNTY-  TX/BREWSTER
 BA0452  USGS QUAD   -  LONG HILLS (1983)
 BA0452
 BA0452                         *CURRENT SURVEY CONTROL
 BA0452  ___________________________________________________________________
 BA0452* NAD 83(1993)-  29 39 39.78598(N)    103 39 23.85973(W)     ADJUSTED  
 BA0452* NAVD 88     -      1079.     (meters)    3540.     (feet)  SCALED    
 BA0452  ___________________________________________________________________
 BA0452  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BA0452  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0452
 BA0452  HORZ ORDER  -  SECOND
 BA0452
 BA0452.The horizontal coordinates were established by classical geodetic methods
 BA0452.and adjusted by the National Geodetic Survey in February 1996..
 BA0452
 BA0452.The orthometric height was scaled from a topographic map.
 BA0452
 BA0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0452
 BA0452.The geoid height was determined by GEOID03.
 BA0452
 BA0452;                    North         East     Units Scale Factor Converg.
 BA0452;SPC TXSC     - 4,211,533.276   149,353.803   MT  0.99987938   -2 16 52.8
 BA0452;SPC TXSC     -13,817,338.76    490,004.94   sFT  0.99987938   -2 16 52.8
 BA0452;UTM  13      - 3,281,982.420   630,009.302   MT  0.99980855   +0 39 53.6
 BA0452
 BA0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0452!SPC TXSC     -   0.99983389  x   0.99987938  =   0.99971329
 BA0452!UTM  13      -   0.99983389  x   0.99980855  =   0.99964247
 BA0452
 BA0452|---------------------------------------------------------------------|
 BA0452| PID    Reference Object                     Distance      Geod. Az  |
 BA0452|                                                           dddmmss.s |
 BA0452| CH9503 HALE RM 1                             5.834 METERS 17434     |
 BA0452| BA0451 TEXAS 3540 VA                         4.017 METERS 20426     |
 BA0452| CH9502 HALE AZ MK                                         2780119.0 |
 BA0452|---------------------------------------------------------------------|
 BA0452
 BA0452                          SUPERSEDED SURVEY CONTROL
 BA0452
 BA0452  NAD 83(1986)-  29 39 39.78247(N)    103 39 23.86121(W) AD(       ) 2
 BA0452  NAD 27      -  29 39 39.13000(N)    103 39 22.23300(W) AD(       ) 2
 BA0452
 BA0452.Superseded values are not recommended for survey control.
 BA0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0452.See file dsdata.txt to determine how the superseded data were derived.
 BA0452
 BA0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN3000981982(NAD 83)
 BA0452_MARKER: DD = SURVEY DISK
 BA0452_SETTING: 66 = SET IN ROCK OUTCROP
 BA0452
 BA0452  HISTORY     - Date     Condition        Report By
 BA0452  HISTORY     - 1943     MONUMENTED       CGS
 BA0452  HISTORY     - 1958     GOOD             AMS
 BA0452
 BA0452                          STATION DESCRIPTION
 BA0452
 BA0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0452'LOCATED ABOUT 50 MILES, AIR LINE, S OF ALPINE, 8 MILES SE
 BA0452'OF THE W.N. GOURLEY RANCH, 3.5 MILES SE OF BURNT HOUSE CAMP,
 BA0452'4.5 MILES W OF THE ALPINE AND TERLINGUA HIGHWAY AND 0.5 MILE
 BA0452'W OF THE MOUTH OF HALE DRAW AND TERLINGUA CREEK ON A SHARP
 BA0452'ROUND BUTTE, THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 BA0452'
 BA0452'THE STATION IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING
 BA0452'BEDROCK.  STAMPED HALE 1943.
 BA0452'
 BA0452'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN A DRILL HOLE IN
 BA0452'OUTCROPPING BEDROCK.  STAMPED HALE NO. 1 1943.
 BA0452'
 BA0452'REFERENCE MARK NO. 2 IS A U.S.G.S. B.M. SET IN A DRILL HOLE IN
 BA0452'A BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
 BA0452'STAMPED TEXAS 3540 VA.
 BA0452'
 BA0452'THE AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN
 BA0452'OUTCROPPING BEDROCK.  STAMPED HALE 1943.
 BA0452'
 BA0452'THE AZIMUTH IS LOCATED 1.0 MILE W OF THE STATION AND 100 YARDS
 BA0452'N OF THE BLADED ROADWAY ON A SHALE-COVERED RIDGE AND IS MARKED
 BA0452'BY A ROCK CAIRN WHICH PROJECTS 3 FEET ABOVE THE RIDGE.
 BA0452'
 BA0452'TO REACH FROM ALPINE TAKE THE HIGHWAY S TOWARDS TERLINGUA
 BA0452'68.6 MILES TO A BLADED ROAD LEADING W.  THIS POINT IS 25.1 MILES
 BA0452'S OF THE 02 RANCH ROAD, 7.7 MILES S OF TRIANGULATION STATION DOG
 BA0452'AND 1.0 MILE S OF A FENCE AND CATTLE GUARD.  THIS ROAD IS NOW
 BA0452'GROWN UP WITH GRASS AND BRUSH AND BADLY WASHED IN PLACES AND
 BA0452'IF IT IS NOT PUT INTO REPAIR SOON IT MAY BE IMPOSSIBLE TO
 BA0452'RECOVER THIS STATION BY THE ROUTE THE OBSERVING PARTY TOOK.
 BA0452'TURN RIGHT, W, OFF HIGHWAY FOLLOWING BLADED ROAD ACROSS
 BA0452'GRASSY MEADOW FOR 2.8 MILES TO THE TERLINGUA WASH, CROSS WASH
 BA0452'AT A POINT ABOUT 100 METERS S OF THE RUINS OF AN OLD ROCK
 BA0452'HOUSE AND CONTINUE ON BLADED ROAD NW 5.6 MILES, TURN RIGHT,
 BA0452'OFF BLADED ROAD, FOLLOW DIM TRACKS EASTERLY 0.8 MILE TOWARD A
 BA0452'PROMINENT LOW BUTTE, PARK TRUCK AND PACK 100 YARDS TO THE
 BA0452'TOP OF THE BUTTE AND THE STATION.
 BA0452'
 BA0452'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 BA0452
 BA0452                          STATION RECOVERY (1958)
 BA0452
 BA0452'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BA0452'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BA0452'RECOVERED AS DESCRIBED.
 BA0452'
 BA0452'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL HILL.
 BA0452'6 FEET W OF A SHEER DROP TO THE E.  322 FEET WSW OF A LONE
 BA0452'DARK CACTUS.  521 FEET NNW OF LONE BUSH IN DRAIN, AND THE STATION
 BA0452'IS THE MOST WESTERN OF 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0872 ***********************************************************************
 EN0872  DESIGNATION -  HALE CENTER MUNICIPAL TANK
 EN0872  PID         -  EN0872
 EN0872  STATE/COUNTY-  TX/HALE
 EN0872  USGS QUAD   -  HALE CENTER (1968)
 EN0872
 EN0872                         *CURRENT SURVEY CONTROL
 EN0872  ___________________________________________________________________
 EN0872* NAD 83(1993)-  34 03 54.78556(N)    101 50 39.94224(W)     ADJUSTED  
 EN0872* NAVD 88     -      1044.     (meters)    3425.     (feet)  SCALED    
 EN0872  ___________________________________________________________________
 EN0872  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 EN0872  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 EN0872
 EN0872  HORZ ORDER  -  THIRD
 EN0872
 EN0872.The horizontal coordinates were established by classical geodetic methods
 EN0872.and adjusted by the National Geodetic Survey in July 1998..
 EN0872
 EN0872.The orthometric height was scaled from a topographic map.
 EN0872
 EN0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0872
 EN0872.The geoid height was determined by GEOID03.
 EN0872
 EN0872;                    North         East     Units Scale Factor Converg.
 EN0872;SPC TXNC     - 2,270,905.424   291,305.229   MT  1.00002898   -1 49 26.5
 EN0872;SPC TXNC     - 7,450,462.21    955,723.91   sFT  1.00002898   -1 49 26.5
 EN0872;UTM  14      - 3,773,039.074   237,483.637   MT  1.00044961   -1 35 39.0
 EN0872
 EN0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0872!SPC TXNC     -   0.99984011  x   1.00002898  =   0.99986909
 EN0872!UTM  14      -   0.99984011  x   1.00044961  =   1.00028965
 EN0872
 EN0872                          SUPERSEDED SURVEY CONTROL
 EN0872
 EN0872  NAD 83(1993)-  34 03 54.78556(N)    101 50 39.94224(W) AD(       ) 4
 EN0872  NAD 83(1986)-  34 03 54.79192(N)    101 50 39.93545(W) AD(       ) 4
 EN0872  NAD 27      -  34 03 54.54264(N)    101 50 38.29353(W) AD(       ) 3
 EN0872
 EN0872.Superseded values are not recommended for survey control.
 EN0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0872.See file dsdata.txt to determine how the superseded data were derived.
 EN0872
 EN0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3748473039(NAD 83)
 EN0872_MARKER: 51 = TANK
 EN0872
 EN0872  HISTORY     - Date     Condition        Report By
 EN0872  HISTORY     - 1932     FIRST OBSERVED   CGS
 EN0872  HISTORY     - 1963     GOOD             CGS
 EN0872  HISTORY     - 1964     GOOD             CGS
 EN0872  HISTORY     - 1966     GOOD             CGS
 EN0872  HISTORY     - 1986     GOOD             AMOCO
 EN0872
 EN0872                          STATION DESCRIPTION
 EN0872
 EN0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EN0872'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34101-3, STATION 1007.
 EN0872
 EN0872                          STATION RECOVERY (1963)
 EN0872
 EN0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 EN0872'NO PREVIOUS DESCRIPTION TO THIS INTERSECTION STATION.
 EN0872'
 EN0872'THE TANK WAS RECOVERED IN GOOD CONDITION AND IS LOCATED NEAR TO
 EN0872'THE NORTHEAST CORNER OF HALE CENTER TOWN SQUARE.  260 FEET
 EN0872'NORTHEAST OF THE NORTHWEST CORNER OF THE CITY HALL BUILDING.  90
 EN0872'FEET WEST OF A N-S STREET AND 55 FEET SOUTH OF AN E-W STREET.
 EN0872'A STEEL TANK PAINTED SILVER SUPPORTED BY 4 LEGS AND IS ABOUT
 EN0872'125 FEET HIGH.
 EN0872
 EN0872                          STATION RECOVERY (1964)
 EN0872
 EN0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0872'STATION WAS NOT DESCRIBED IN 1932.  IT IS LOCATED IN THE TOWN
 EN0872'OF HALE CENTER AND IS ABOUT 125 FEET IN HEIGHT.  THE TOP
 EN0872'CENTER OF THE TANK WAS INTERSECTED.
 EN0872
 EN0872                          STATION RECOVERY (1966)
 EN0872
 EN0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RDP)
 EN0872'STATION WAS RECOVERED IN GOOD CONDITION.
 EN0872
 EN0872                          STATION RECOVERY (1986)
 EN0872
 EN0872'RECOVERY NOTE BY AMOCO OIL COMPANY 1986 (LCC)
 EN0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0659 ***********************************************************************
 DP0659  DESIGNATION -  HALE COUNTY SE CORNER ECC 1932
 DP0659  PID         -  DP0659
 DP0659  STATE/COUNTY-  TX/HALE
 DP0659  USGS QUAD   -  PETERSBURG (1965)
 DP0659
 DP0659                         *CURRENT SURVEY CONTROL
 DP0659  ___________________________________________________________________
 DP0659* NAD 83(1993)-  33 49 49.65243(N)    101 33 49.39986(W)     ADJUSTED  
 DP0659* NAVD 88     -       987.     (meters)    3238.     (feet)  SCALED    
 DP0659  ___________________________________________________________________
 DP0659  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 DP0659  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DP0659
 DP0659  HORZ ORDER  -  SECOND
 DP0659
 DP0659.The horizontal coordinates were established by classical geodetic methods
 DP0659.and adjusted by the National Geodetic Survey in February 1996..
 DP0659
 DP0659.The orthometric height was scaled from a topographic map.
 DP0659
 DP0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0659
 DP0659.The geoid height was determined by GEOID03.
 DP0659
 DP0659;                    North         East     Units Scale Factor Converg.
 DP0659;SPC TXNC     - 2,244,086.549   316,447.771   MT  0.99996485   -1 40 15.4
 DP0659;SPC TXNC     - 7,362,473.95  1,038,212.40   sFT  0.99996485   -1 40 15.4
 DP0659;UTM  14      - 3,746,314.219   262,746.163   MT  1.00029398   -1 25 40.8
 DP0659
 DP0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0659!SPC TXNC     -   0.99984907  x   0.99996485  =   0.99981393
 DP0659!UTM  14      -   0.99984907  x   1.00029398  =   1.00014301
 DP0659
 DP0659|---------------------------------------------------------------------|
 DP0659| PID    Reference Object                     Distance      Geod. Az  |
 DP0659|                                                           dddmmss.s |
 DP0659| DP0658 HALE COUNTY SE CORNER 1932            0.765 METERS 01735     |
 DP0659| DP0655 PETERSBURG RAILROAD WATER TANK      APPROX. 6.0 KM 3283107.9 |
 DP0659|---------------------------------------------------------------------|
 DP0659
 DP0659                          SUPERSEDED SURVEY CONTROL
 DP0659
 DP0659  NAD 83(1986)-  33 49 49.65887(N)    101 33 49.39320(W) AD(       ) 2
 DP0659  NAD 27      -  33 49 49.36200(N)    101 33 47.79900(W) AD(       ) 2
 DP0659
 DP0659.Superseded values are not recommended for survey control.
 DP0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0659.See file dsdata.txt to determine how the superseded data were derived.
 DP0659
 DP0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC6274646314(NAD 83)
 DP0659_MARKER: P = PIPE CAP
 DP0659_SETTING: 0 = UNSPECIFIED SETTING
 DP0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0659
 DP0659  HISTORY     - Date     Condition        Report By
 DP0659  HISTORY     - 1932     MONUMENTED       CGS
 DP0659  HISTORY     - 1938     GOOD             TXHD
 DP0659  HISTORY     - 1965     MARK NOT FOUND   USGS
 DP0659
 DP0659                          STATION DESCRIPTION
 DP0659
 DP0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0659'THIS POINT IS THE SE CORNER OF HALE COUNTY, AS DETERMINED
 DP0659'BY W.J. WILLIAMS, A STATE AND COURT SURVEYOR.  IT IS REACHED
 DP0659'FROM S EDGE OF PETERSBURG BY GOING E 1.1 MILES TO CEMETERY ON
 DP0659'RIGHT SIDE OF ROAD, THEN S 0.2 MILE, E 0.6 MILE, S 2.6 MILES AND
 DP0659'E 1/4 MILE TO GATE ON N SIDE OF ROAD.  PASS THROUGH GATE AND GO
 DP0659'NE OVER WINDING ROAD ABOUT 1/3 MILE TO STATION, WHICH IS ABOUT
 DP0659'100 YARDS SSW OF A HOUSE ON SUMMIT OF SMALL HILL.  STATION IS
 DP0659'MARKED BY A SMALL TRUNCATED PYRAMID FROM WHICH A 2-INCH
 DP0659'GALVANIZED-IRON PIPE PROJECTS ABOUT 4 FEET.  PIPE IS
 DP0659'FLATTENED AT THE TOP.  BEARINGS FROM STATION.  IDALOU
 DP0659'MUNICIPAL WATER TANK, FINIAL, S 30 DEG 26 MIN W.
 DP0659'PETERSBURG, RAILROAD WATER TANK, FINIAL, N 31 DEG 29 MIN W.
 DP0659
 DP0659                          STATION RECOVERY (1938)
 DP0659
 DP0659'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0659'DESCRIPTION AS GIVEN IN REACHING THE STATION IS SATISFACTORY.
 DP0659'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DP0659'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DP0659
 DP0659                          STATION RECOVERY (1965)
 DP0659
 DP0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0659'SURFACE STATION MARK HAS APPARENTLY BEEN DESROYED BY FARM
 DP0659'EQUIPMENT.
 DP0659'
 DP0659'DID NOT EXCAVATE FOR SUB SURFACE MARK.  SHOULD BE IN GOOD
 DP0659'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0911 ***********************************************************************
 BP0911  DESIGNATION -  HALEY
 BP0911  PID         -  BP0911
 BP0911  STATE/COUNTY-  TX/BREWSTER
 BP0911  USGS QUAD   -  MOUNT ORD (1983)
 BP0911
 BP0911                         *CURRENT SURVEY CONTROL
 BP0911  ___________________________________________________________________
 BP0911* NAD 83(1993)-  30 12 42.15349(N)    103 37 24.41768(W)     ADJUSTED  
 BP0911* NAVD 88     -      1708.     (meters)    5604.     (feet)  SCALED    
 BP0911  ___________________________________________________________________
 BP0911  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BP0911  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 BP0911
 BP0911  HORZ ORDER  -  SECOND
 BP0911
 BP0911.The horizontal coordinates were established by classical geodetic methods
 BP0911.and adjusted by the National Geodetic Survey in February 1996..
 BP0911
 BP0911.The orthometric height was scaled from a topographic map.
 BP0911
 BP0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0911
 BP0911.The geoid height was determined by GEOID03.
 BP0911
 BP0911;                    North         East     Units Scale Factor Converg.
 BP0911;SPC TXSC     - 4,272,394.593   154,975.302   MT  0.99998010   -2 15 54.3
 BP0911;SPC TXSC     -14,017,014.59    508,448.14   sFT  0.99998010   -2 15 54.3
 BP0911;UTM  13      - 3,343,045.793   632,488.750   MT  0.99981656   +0 41 34.0
 BP0911
 BP0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0911!SPC TXSC     -   0.99973519  x   0.99998010  =   0.99971529
 BP0911!UTM  13      -   0.99973519  x   0.99981656  =   0.99955180
 BP0911
 BP0911|---------------------------------------------------------------------|
 BP0911| PID    Reference Object                     Distance      Geod. Az  |
 BP0911|                                                           dddmmss.s |
 BP0911| CH9505 HALEY RM 1                            8.885 METERS 01658     |
 BP0911| CH9504 HALEY AZ MK                                        2890241.8 |
 BP0911| CH9506 HALEY RM 2                            7.238 METERS 29831     |
 BP0911|---------------------------------------------------------------------|
 BP0911
 BP0911                          SUPERSEDED SURVEY CONTROL
 BP0911
 BP0911  NAD 83(1986)-  30 12 42.14478(N)    103 37 24.41493(W) AD(       ) 2
 BP0911  NAD 27      -  30 12 41.58600(N)    103 37 22.75000(W) AD(       ) 2
 BP0911
 BP0911.Superseded values are not recommended for survey control.
 BP0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0911.See file dsdata.txt to determine how the superseded data were derived.
 BP0911
 BP0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP3248943046(NAD 83)
 BP0911_MARKER: DS = TRIANGULATION STATION DISK
 BP0911_SETTING: 66 = SET IN ROCK OUTCROP
 BP0911_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BP0911
 BP0911  HISTORY     - Date     Condition        Report By
 BP0911  HISTORY     - 1943     MONUMENTED       CGS
 BP0911
 BP0911                          STATION DESCRIPTION
 BP0911
 BP0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0911'STATION IS LOCATED BY AIR LINE DISTANCE ABOUT 11 MILES S OF
 BP0911'ALPINE AND 3 MILES W OF THE ALPINE-TERLINGUA HIGHWAY.  ON
 BP0911'THE HIGHEST POINT OF A ROCKY, BRUSHY HILL.  THE TOP OF THIS HILL
 BP0911'IS COVERED WITH SCRUB OAK AND LARGE GRANITE BOULDERS.  IT
 BP0911'IS 1-1/2 MILES NE OF THE HALEY RANCH ON CALAMITY CREEK,
 BP0911'AND THE HALEY RANCH ROAD LEADS AROUND THE N AND W SIDES OF THE
 BP0911'BASE OF THE HILL.
 BP0911'
 BP0911'STATION IS ON HIGHEST PART OF HILL, AMONG A GROUP OF BOULDERS
 BP0911'AND BEDROCK PROJECTIONS.  MARKED BY A BRONZE TRIANGULATION
 BP0911'STATION DISK, STAMPED HALEY 1943, CEMENTED IN A DRILL HOLE
 BP0911'IN BEDROCK.  IT IS ABOUT 20 FEET W OF THE E EDGE OF THE
 BP0911'CREST OF THE RIDGE.
 BP0911'
 BP0911'REFERENCE MARK NO. 1 IS NNE OF THE STATION.  A BRONZE REFERENCE
 BP0911'MARK DISK, STAMPED HALEY NO. 1 1943, CEMENTED IN A DRILL HOLE
 BP0911'IN OUTCROPPING BEDROCK.
 BP0911'
 BP0911'REFERENCE MARK NO. 2 IS NW OF THE STATION.  A BRONZE REFERENCE
 BP0911'MARK DISK, STAMPED HALEY NO. 2 1943, CEMENTED IN A DRILL
 BP0911'HOLE IN OUTCROPPING BEDROCK, 2 FEET LOWER THAN THE STATION.
 BP0911'
 BP0911'THE AZIMUTH MARK IS ABOUT 1 MILE WNW OF THE STATION, ABOUT
 BP0911'150 FEET S OF THE ROAD FOLLOWED, JUST AFTER PASSING THROUGH
 BP0911'THE LAST BOARD GATE MENTIONED BELOW.  IT IS IN A ROCKY AREA AMONG
 BP0911'A SMALL GROVE OF TREES, 25 FEET S OF THE MOST SOUTHERN ONE OF
 BP0911'THE OAK TREES, 7 FEET SE OF A WHITE WITNESS POST.  MARKED BY
 BP0911'A BRONZE AZIMUTH MARK DISK, STAMPED HALEY 1943, CEMENTED
 BP0911'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BP0911'
 BP0911'TO REACH FROM ALPINE, GO E ON MAIN STREET (U.S. HIGHWAY 90)
 BP0911'0.75 MILE.  TURN RIGHT ON TERLINGUA ROAD FOR 0.5 MILE.  TAKE
 BP0911'RIGHT FORK 0.15 MILE.  THENCE LEFT, SSE, ON THE TERLINGUA
 BP0911'ROAD FOR 8.0 MILES TO A ROAD LEADING RIGHT.  TURN RIGHT ON
 BP0911'THIS ROAD AND FOLLOW IT SW 2.3 MILES TO A GATE, RANCH HOUSE
 BP0911'ON LEFT.  PASS THROUGH THIS GATE, CONTINUE 0.2 MILE, PASS
 BP0911'THROUGH A SECOND GATE AND CONTINUE ALONG ROAD 0.9 MILE TO
 BP0911'FORKS.  TAKE LEFT FORK 1.8 MILES, PASS THROUGH BOARD GATE AND
 BP0911'CONTINUE 0.3 MILE.  HERE TURN LEFT, CROSS-COUNTRY, 0.15 MILE
 BP0911'TO CREST OF RIDGE.  TURN SHARP THROUGH GAP IN ROCK LEDGE,
 BP0911'THENCE CONTINUE EASTERLY 0.4 MILE TO END OF TRUCK
 BP0911'TRAVEL AT W BASE OF HILL.  PACK E TO HIGHEST POINT OF HILL
 BP0911'AND STATION.  A 3/4-HOUR PACK.
 BP0911'
 BP0911'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0657 ***********************************************************************
 AO0657  DESIGNATION -  HALFF
 AO0657  PID         -  AO0657
 AO0657  STATE/COUNTY-  TX/FRIO
 AO0657  USGS QUAD   -  DERBY (1982)
 AO0657
 AO0657                         *CURRENT SURVEY CONTROL
 AO0657  ___________________________________________________________________
 AO0657* NAD 83(1993)-  28 48 36.48812(N)    099 12 32.74968(W)     ADJUSTED  
 AO0657* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 AO0657  ___________________________________________________________________
 AO0657  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AO0657  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AO0657
 AO0657  HORZ ORDER  -  FIRST
 AO0657
 AO0657.The horizontal coordinates were established by classical geodetic methods
 AO0657.and adjusted by the National Geodetic Survey in February 1996..
 AO0657
 AO0657.The orthometric height was scaled from a topographic map.
 AO0657
 AO0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0657
 AO0657.The geoid height was determined by GEOID03.
 AO0657
 AO0657;                    North         East     Units Scale Factor Converg.
 AO0657;SPC TXSC     - 4,108,275.304   579,590.635   MT  0.99990489   -0 06 08.8
 AO0657;SPC TXSC     -13,478,566.56  1,901,540.27   sFT  0.99990489   -0 06 08.8
 AO0657;UTM  14      - 3,186,968.505   479,596.823   MT  0.99960514   -0 06 02.8
 AO0657
 AO0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0657!SPC TXSC     -   0.99997537  x   0.99990489  =   0.99988026
 AO0657!UTM  14      -   0.99997537  x   0.99960514  =   0.99958052
 AO0657
 AO0657:                Primary Azimuth Mark                     Grid Az
 AO0657:SPC TXSC     -  PEARSALL FRIO CO CTHSE SPIRE             052 30 27.0
 AO0657:UTM  14      -  PEARSALL FRIO CO CTHSE SPIRE             052 30 21.0
 AO0657
 AO0657|---------------------------------------------------------------------|
 AO0657| PID    Reference Object                     Distance      Geod. Az  |
 AO0657|                                                           dddmmss.s |
 AO0657| AO0649 PEARSALL FRIO CO CTHSE SPIRE        APPROX.14.2 KM 0522418.2 |
 AO0657| AO0655 MELON BAPTIST CHURCH SPIRE          APPROX.10.1 KM 0683008.3 |
 AO0657| CV4196 HALFF RM 1                           21.092 METERS 09542     |
 AO0657| CV4197 HALFF RM 2                           17.696 METERS 24825     |
 AO0657| CV4198 HALFF RM 3                           19.797 METERS 33426     |
 AO0657| AO0659 FRIO                                APPROX.13.3 KM 3581213.9 |
 AO0657|---------------------------------------------------------------------|
 AO0657
 AO0657                          SUPERSEDED SURVEY CONTROL
 AO0657
 AO0657  NAD 83(1986)-  28 48 36.48831(N)    099 12 32.72957(W) AD(       ) 1
 AO0657  NAD 27      -  28 48 35.58500(N)    099 12 31.60600(W) AD(       ) 1
 AO0657
 AO0657.Superseded values are not recommended for survey control.
 AO0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0657.See file dsdata.txt to determine how the superseded data were derived.
 AO0657
 AO0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7959786969(NAD 83)
 AO0657_MARKER: DS = TRIANGULATION STATION DISK
 AO0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0657+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2003
 AO0657
 AO0657  HISTORY     - Date     Condition        Report By
 AO0657  HISTORY     - 1935     MONUMENTED       CGS
 AO0657  HISTORY     - 1937     GOOD             TXHD
 AO0657  HISTORY     - 19961017 GOOD             USPSQD
 AO0657  HISTORY     - 20030815 GOOD             USPSQD
 AO0657
 AO0657                          STATION DESCRIPTION
 AO0657
 AO0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0657'STATION IS LOCATED ON LAND OWNED BY MESSRS. HALFF AND OPPENHEIMER,
 AO0657'9 MILES SW OF PEARSALL AND 5.5 MILES WNW OF DERBY.  IT IS ON THE
 AO0657'TOP OF A BUSHY RIDGE, AND IN A SMALL CLUMP OF MESQUITES,
 AO0657'ABOUT 200 YARDS N OF A WELL TRAVELED ROAD WITH PIPE LINE
 AO0657'PARALLELING IT THAT CROSSES THIS RIDGE.
 AO0657'
 AO0657'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AO0657'IN CONCRETE.
 AO0657'
 AO0657'REFERENCE MARK NO. 1 IS E OF STATION.
 AO0657'
 AO0657'REFERENCE MARK NO. 2 IS SW OF STATION.
 AO0657'
 AO0657'REFERENCE MARK NO. 3 IS NW OF STATION.
 AO0657'
 AO0657'TO REACH STATION FROM THE RAILROAD DEPOT IN DERBY, GO N ON
 AO0657'U.S. HIGHWAY 81 FOR 200 FEET, TURN LEFT (W) ON A DIRT ROAD
 AO0657'FOR 5.7 MILES TO CROSSROADS, ARROW PEARSALL-DILLY.  TURN
 AO0657'RIGHT (N) FOR 0.65 MILE TO FORK.  TAKE RIGHT FORK WHICH
 AO0657'FOLLOWS PIPE LINE, AND CONTINUE E 0.45 MILE TO TOP OF GRADE,
 AO0657'AND STATION WHICH IS 200 YARDS N OF ROAD ON HIGHEST POINT OF
 AO0657'RIDGE.
 AO0657'
 AO0657'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AO0657
 AO0657                          STATION RECOVERY (1937)
 AO0657
 AO0657'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AO0657'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AO0657'DESCRIBED.  DIRECTIONS FOR LOCATING STATION ARE GOOD.
 AO0657
 AO0657                          STATION RECOVERY (1996)
 AO0657
 AO0657'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0657'RECOVERED IN GOOD CONDITION.
 AO0657
 AO0657                          STATION RECOVERY (2003)
 AO0657
 AO0657'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0932 ***********************************************************************
 GK0932  DESIGNATION -  HALFWAY
 GK0932  PID         -  GK0932
 GK0932  STATE/COUNTY-  TX/SHERMAN
 GK0932  USGS QUAD   -  STEVENS SW (1964)
 GK0932
 GK0932                         *CURRENT SURVEY CONTROL
 GK0932  ___________________________________________________________________
 GK0932* NAD 83(1993)-  36 19 42.67531(N)    101 58 21.96136(W)     ADJUSTED  
 GK0932* NAVD 88     -      1097.     (meters)    3599.     (feet)  SCALED    
 GK0932  ___________________________________________________________________
 GK0932  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 GK0932  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 GK0932
 GK0932  HORZ ORDER  -  SECOND
 GK0932
 GK0932.The horizontal coordinates were established by classical geodetic methods
 GK0932.and adjusted by the National Geodetic Survey in February 1996..
 GK0932
 GK0932.The orthometric height was scaled from a topographic map.
 GK0932
 GK0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0932
 GK0932.The geoid height was determined by GEOID03.
 GK0932
 GK0932;                    North         East     Units Scale Factor Converg.
 GK0932;SPC TX N     - 1,258,433.217   157,549.663   MT  1.00003710   -0 16 26.3
 GK0932;SPC TX N     - 4,128,709.65    516,894.19   sFT  1.00003710   -0 16 26.3
 GK0932;UTM  14      - 4,024,490.447   233,151.233   MT  1.00047745   -1 45 43.7
 GK0932;UTM  13      - 4,024,642.283   771,739.224   MT  1.00050991   +1 47 40.1
 GK0932
 GK0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0932!SPC TX N     -   0.99983181  x   1.00003710  =   0.99986890
 GK0932!UTM  14      -   0.99983181  x   1.00047745  =   1.00030918
 GK0932!UTM  13      -   0.99983181  x   1.00050991  =   1.00034163
 GK0932
 GK0932|---------------------------------------------------------------------|
 GK0932| PID    Reference Object                     Distance      Geod. Az  |
 GK0932|                                                           dddmmss.s |
 GK0932| GK0436 H 260                                 2.705 METERS 05243     |
 GK0932| CM8251 HALFWAY RM 1                         11.276 METERS 08131     |
 GK0932| GK0435 G 260                                              2684934.5 |
 GK0932| GL1341 STRATFORD SW PUB SER CO TANK        APPROX. 8.9 KM 2740909.6 |
 GK0932| CM8252 HALFWAY RM 2                          9.607 METERS 28114     |
 GK0932|---------------------------------------------------------------------|
 GK0932
 GK0932                          SUPERSEDED SURVEY CONTROL
 GK0932
 GK0932  NAD 83(1993)-  36 19 42.67488(N)    101 58 21.96167(W) AD(       ) 2
 GK0932  NAD 83(1986)-  36 19 42.68599(N)    101 58 21.94956(W) AD(       ) 2
 GK0932  NAD 27      -  36 19 42.57800(N)    101 58 20.33900(W) AD(       ) 2
 GK0932
 GK0932.Superseded values are not recommended for survey control.
 GK0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0932.See file dsdata.txt to determine how the superseded data were derived.
 GK0932
 GK0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF3315124490(NAD 83)
 GK0932_MARKER: DS = TRIANGULATION STATION DISK
 GK0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0932_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0932
 GK0932  HISTORY     - Date     Condition        Report By
 GK0932  HISTORY     - 1953     MONUMENTED       CGS
 GK0932  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GK0932
 GK0932                          STATION DESCRIPTION
 GK0932
 GK0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 GK0932'STATION IS LOCATED, AIRLINE, 6 MI. E OF STRATFORD, ON N SIDE
 GK0932'OF FARM ROAD 289 AND ON THE ROAD RIGHT-OF-WAY.  TO REACH FROM
 GK0932'STRATFORD RR DEPOT, GO E ON FARM ROAD 289 FOR 4.6 MI. TO
 GK0932'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.0 MI.
 GK0932'TO STATION ON LEFT AT A FENCE CORNER.
 GK0932'
 GK0932'STATION MARK, STAMPED HALFWAY 1953 IS A STANDARD DISK SET IN
 GK0932'TOP OF A ROUND CONCRETE POST 12 IN. IN DIAMETER AND FLUSH
 GK0932'WITH THE GROUND.  IT IS 47.0 FT. N OF THE CENTERLINE OF HIGHWAY,
 GK0932'7.5 FT. SE OF A T FENCE CORNER AND 7.0 FT. SE OF A POWER POLE.
 GK0932'
 GK0932'R.M. 1, STAMPED HALFWAY NO 1 1953 IS A STANDARD DISK SET IN
 GK0932'THE TOP OF A ROUND CONCRETE POST 12 IN. IN DIAMETER, PROJECTING
 GK0932'1 IN. AND THE SAME ELEVATION AS THE STATION.  IT IS 53.5 FT.
 GK0932'N OF THE CENTERLINE OF THE HIGHWAY AND 1 FT. S OF A FENCE LINE.
 GK0932'
 GK0932'R.M. 2, STAMPED HALFWAY NO 2 1953, IS A STANDARD DISK SET
 GK0932'IN THE TOP OF A ROUND CONCRETE POST 12 IN. IN DIAMETER,
 GK0932'PROJECTING 2 IN. AND THE SAME ELEVATION AS THE STATION.  IT
 GK0932'IS 53.5 FT. N OF THE CENTERLINE OF THE HIGHWAY AND 1.5 FT.
 GK0932'S OF THE FENCE LINE.
 GK0932'
 GK0932'BM G 260, USED FOR THE AZIMUTH MARK, IS A STANDARD USC AND
 GK0932'GS BENCH MARK DISK STAMPED G 260 1952, SET IN THE TOP OF A
 GK0932'ROUND CONCRETE POST 12 IN. IN DIAMETER AND PROJECTING 6 IN.
 GK0932'IT IS 49.8 FT. N OF THE CENTERLINE OF THE HIGHWAY, 81.5 FT.
 GK0932'E OF THE CENTERLINE OF THE HIGHWAY, 81.5 FT. E OF THE CENTERLINE
 GK0932'OF A DIRT ROAD AND 6.6 FT. WNW OF A POWER POLE.
 GK0932'
 GK0932'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GK0932
 GK0932                          STATION RECOVERY (1987)
 GK0932
 GK0932'RECOVERY NOTE BY US POWER SQUADRON 1987 (TE)
 GK0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1291 ***********************************************************************
 AE1291  DESIGNATION -  HALL
 AE1291  PID         -  AE1291
 AE1291  STATE/COUNTY-  TX/STARR
 AE1291  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1291
 AE1291                         *CURRENT SURVEY CONTROL
 AE1291  ___________________________________________________________________
 AE1291* NAD 83(1993)-  26 24 01.24845(N)    098 59 16.46935(W)     ADJUSTED  
 AE1291* NAVD 88     -        57.009  (meters)     187.04   (feet)  ADJUSTED  
 AE1291  ___________________________________________________________________
 AE1291  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 AE1291  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AE1291  DYNAMIC HT  -          56.916 (meters)     186.73  (feet)  COMP
 AE1291  MODELED GRAV-     979,021.0   (mgal)                       NAVD 88
 AE1291
 AE1291  HORZ ORDER  -  FIRST
 AE1291  VERT ORDER  -  FIRST     CLASS II
 AE1291
 AE1291.The horizontal coordinates were established by classical geodetic methods
 AE1291.and adjusted by the National Geodetic Survey in February 1996..
 AE1291
 AE1291.The orthometric height was determined by differential leveling
 AE1291.and adjusted by the National Geodetic Survey in June 1991..
 AE1291
 AE1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1291
 AE1291.The geoid height was determined by GEOID03.
 AE1291
 AE1291.The dynamic height is computed by dividing the NAVD 88
 AE1291.geopotential number by the normal gravity value computed on the
 AE1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1291.degrees latitude (g = 980.6199 gals.).
 AE1291
 AE1291.The modeled gravity was interpolated from observed gravity values.
 AE1291
 AE1291;                    North         East     Units Scale Factor Converg.
 AE1291;SPC TX S     - 5,081,380.923   251,321.098   MT  0.99994936   -0 13 17.4
 AE1291;SPC TX S     -16,671,163.91    824,542.64   sFT  0.99994936   -0 13 17.4
 AE1291;UTM  14      - 2,920,021.003   501,205.993   MT  0.99960002   +0 00 19.4
 AE1291
 AE1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1291!SPC TX S     -   0.99999468  x   0.99994936  =   0.99994404
 AE1291!UTM  14      -   0.99999468  x   0.99960002  =   0.99959470
 AE1291
 AE1291|---------------------------------------------------------------------|
 AE1291| PID    Reference Object                     Distance      Geod. Az  |
 AE1291|                                                           dddmmss.s |
 AE1291| CV3395 RP D4                                              02832     |
 AE1291| AE1616 RP D1                                60.347 METERS 08751     |
 AE1291| AE1617 RP D2                                22.198 METERS 26005     |
 AE1291| AE1661 ROMA MUN TANK                       APPROX. 3.2 KM 2822601.6 |
 AE1291| AE1660 ROMA CATHOLIC CHURCH SPIRE          APPROX. 3.0 KM 2824209.9 |
 AE1291| AE1618 RP D3                                51.203 METERS 32624     |
 AE1291| CV3265 HALL RM 3                                          3531118.7 |
 AE1291|---------------------------------------------------------------------|
 AE1291
 AE1291                          SUPERSEDED SURVEY CONTROL
 AE1291
 AE1291  NAD 83(1986)-  26 24 01.24859(N)    098 59 16.42902(W) AD(       ) 1
 AE1291  NAD 27      -  26 24 00.01802(N)    098 59 15.32134(W) AD(       ) 1
 AE1291  NGVD 29 (10/18/91)   57.06   (m)          187.2    (f) LEVELING    3  
 AE1291
 AE1291.Superseded values are not recommended for survey control.
 AE1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1291.See file dsdata.txt to determine how the superseded data were derived.
 AE1291
 AE1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ0120620021(NAD 83)
 AE1291_MARKER: DS = TRIANGULATION STATION DISK
 AE1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1291_SP_SET: CONCRETE POST
 AE1291_STAMPING: HALL 1974
 AE1291_MARK LOGO: NGS   
 AE1291_PROJECTION: FLUSH
 AE1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1291+STABILITY: SURFACE MOTION
 AE1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1291+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1991
 AE1291
 AE1291  HISTORY     - Date     Condition        Report By
 AE1291  HISTORY     - 1974     MONUMENTED       NGS
 AE1291  HISTORY     - 1981     GOOD             NGS
 AE1291  HISTORY     - 19910218 GOOD             NGS
 AE1291
 AE1291                          STATION DESCRIPTION
 AE1291
 AE1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1291'THE STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF RIO GRANDE
 AE1291'CITY, 1.5 MILES EAST OF ROMA, 0.5 MILE NORTH OF THE RIO GRANDE
 AE1291'RIVER, 0.35 MILE SOUTH OF U.S. HIGHWAY 83, IN THE FRONT YARD OF
 AE1291'PROPERTY OWNED BY MR. RICHARD LEROY HALL.
 AE1291'
 AE1291'TO REACH THE STATION FROM THE POST OFFICE IN ROMA, GO EASTERLY ON
 AE1291'U.S. HIGHWAY 83 FOR 2.2 MILES TO A CROSSROAD, CONTINUE EAST FOR 0.55
 AE1291'MILE TO A SIDE ROAD RIGHT.  (TO REACH REFERENCE MARK 3, CONTINUE
 AE1291'EAST ON U.S. HIGHWAY 83 FOR 0.05 MILE TO THE MARK ON THE LEFT).
 AE1291'TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 0.35 MILE TO A
 AE1291'CROSSROAD.  TURN LEFT AND GO EAST FOR 0.05 MILE TO A DRIVEWAY
 AE1291'AND THE STATION ON THE LEFT.
 AE1291'
 AE1291'THE STATION MARKS ARE STANDARD DISKS STAMPED HALL 1974.  THE SURFACE
 AE1291'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1291'THAT IS FLUSH WITH THE GROUND.  IT IS 26.0 FEET NORTH OF THE CENTER
 AE1291'OF THE GRAVEL ROAD, 16.0 FEET WEST OF THE CENTER OF THE DRIVEWAY
 AE1291'AND 9.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.  THE
 AE1291'UNDERGROUND DISK IS SET 36 INCHES BELOW THE GROUND IN AN
 AE1291'IRREGULAR MASS OF CONCRETE.
 AE1291'
 AE1291'RP D4 (IBWC), WHICH WAS ESTABLISHED BY THE INTERNATIONAL BOUNDARY AND
 AE1291'WATER COMMISSION, IS A 1/2-INCH IRON ROD THAT PROJECTS ABOUT 1 INCH
 AE1291'FROM AN IRREGULAR MASS OF CONCRETE WHICH IS FLUSH WITH THE GROUND.
 AE1291'IT IS 265.0 FEET NORTH OF A EAST-WEST FENCE AND 2.0 FEET WEST OF A
 AE1291'NORTH-SOUTH FENCE.
 AE1291'
 AE1291'RP D1 (IBWC), WHICH WAS ESTABLISHED BY THE INTERNATIONAL BOUNDARY
 AE1291'AND WATER COMMISSION, IS A BRONZE DISK WITH NO STAMPING SET IN THE
 AE1291'TOP OF A 7X7-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 AE1291'IT IS 15.0 FEET NORTH OF THE CENTER OF THE ROAD, 7.5 FEET
 AE1291'EAST-NORTHEAST OF A POWER LINE POLE AND 3.0 FEET WEST OF A
 AE1291'NORTH-SOUTH FENCE.
 AE1291'
 AE1291'RP D2 (IBWC), WHICH WAS ESTABLISHED BY THE INTERNATIONAL BOUNDARY AND
 AE1291'WATER COMMISSION, IS A BRONZE DISK WITH NO STAMPING SET IN THE TOP
 AE1291'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AE1291'GROUND.  IT IS 71.5 FEET WEST OF A METAL WITNESS POST, 25.0 FEET
 AE1291'NORTH OF THE CENTER OF THE ROAD, 2.0 FEET EAST OF A FENCE AND 1.5
 AE1291'FEET EAST OF A NORTH-SOUTH FENCE.
 AE1291'
 AE1291'RP D3 (IBWC), WHICH WAS ESTABLISHED BY THE INTERNATIONAL BOUNDARY
 AE1291'AND WATER COMMISSION, IS A 1/2-INCH IRON ROD SET IN THE TOP OF A
 AE1291'IRREGULAR MASS OF CONCRETE THAT PROJECTS 1 INCH.  IT IS 158.0 FEET
 AE1291'NORTH OF A EAST-WEST FENCE AND 2.5 FEET EAST OF A NORTH-SOUTH
 AE1291'FENCE.
 AE1291'
 AE1291'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HALL AZ NO 3 1974, SET
 AE1291'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 AE1291'1 INCH ABOVE THE GROUND.  IT IS 58.0 FEET NORTH OF THE CENTER OF THE
 AE1291'HIGHWAY, 2.0 FEET WEST OF A METAL WITNESS POST AND 1.5 FEET SOUTH
 AE1291'OF A FENCE.
 AE1291'
 AE1291'THIS MARK MAY SERVE AS THE AZIMUTH MARK.
 AE1291'
 AE1291'NEAREST TOWN--ROMA.
 AE1291'
 AE1291'HEIGHT OF LIGHT ABOVE STATION MARK 6.0 METERS.
 AE1291
 AE1291                          STATION RECOVERY (1981)
 AE1291
 AE1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1291'4.4 KM (2.7 MI) ESE FROM ROMA.
 AE1291'THE MARK IS 0.30 M ABOVE STREET..
 AE1291'3.8 KM (2.35 MI) EAST SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST
 AE1291'OFFICE IN ROMA, THENCE SOUTH ALONG A DIRT ROAD 0.56 KM (0.35 MI)
 AE1291'(RANCHO NUEVO AVENUE) THENCE EAST ON SECOND STREET FOR 1 BLOCK TO
 AE1291'RESIDENCE OF MR. R. L. HALL.  8.8 METERS (29.0 FT) NORTH OF SECOND
 AE1291'STREET, 3.1 METERS (10.3 FT) NORTH OF A WIRE FENCE, 17.4 METERS
 AE1291'(57.0 FT) SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A CEMENT BLOCK
 AE1291'HOUSE, 5.3 METERS (17.4 FT) WEST OF A METAL GATE.  NOTE, NO
 AE1291'DESCRIPTIVE AVALIBLE TO THIS PARTY. RMS NOT RECOVERED.
 AE1291'THE MARK IS 3.20 METERS  N FROM A WITNESS POST.
 AE1291
 AE1291                          STATION RECOVERY (1991)
 AE1291
 AE1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AE1291'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) EAST OF ROMA NEAR THE
 AE1291'SOUTHEAST CORNER OF A PROPERTY LOT ON SECOND STREET.  OWNERSHIP
 AE1291'RICHARD LEROY HALL, P.O. BOX 451, ROMA, TX 78584, PHONE 512-849-2197.
 AE1291'TO REACH THE STATION FROM THE POST OFFICE IN ROMA, LOCATED ON THE
 AE1291'NORTH SIDE OF STATE HIGHWAY 83 IN THE WEST SIDE OF ROMA, GO EAST ON
 AE1291'STATE HIGHWAY 83 FOR 3.8 KM (2.4 MI) TO THE POLICE DEPARTMENT ON THE
 AE1291'LEFT. CONTINUE AHEAD ON HIGHWAY 83 FOR 1.04 KM (0.65 MI) TO THE
 AE1291'JUNCTION OF RANCHO NUEVO AVENUE ON THE RIGHT (NOT MARKED WITH SIGN
 AE1291'BUT CHARLIES CONOCO SERVICE STATION FOOD MART AT THE JUNCTION OF THE
 AE1291'AVENUE AND HIGHWAY 83). TURN RIGHT, SOUTH, ON RANCHO NUEVO AVENUE FOR
 AE1291'0.48 KM (0.30 MI) TO THE JUNCTION OF SECOND STREET (NOT MARKED WITH
 AE1291'SIGN). TURN LEFT, EAST, ON SECOND STREET FOR 0.08 KM (0.05 MI) TO THE
 AE1291'STATION ON THE LEFT NEAR THE SOUTHEAST CORNER OF A PROPERTY LOT WITH
 AE1291'A TRAVEL TRAILER.
 AE1291'THE STATION IS FLUSH WITH THE GROUND LOCATED 0.08 KM (0.05 MI) WEST OF
 AE1291'SERNAS GROCERY STORE, 12.0 M (39.4 FT) NORTH OF THE CENTER OF SECOND
 AE1291'STREET, 4.3 M (14.1 FT) NORTHWEST OF A PROPERTY LINE END POST, 2.2 M
 AE1291'(7.2 FT) WEST OF A CHAIN LINK FENCE, 3.04 M (9.97 FT) NORTHEAST OF A
 AE1291'METAL WITNESS POST AND 1.25 M (4.10 FT) EAST OF A METAL POST
 AE1291'PROJECTING 0.7 M (2.3 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1145 ***********************************************************************
 CA1145  DESIGNATION -  HALL
 CA1145  PID         -  CA1145
 CA1145  STATE/COUNTY-  TX/CONCHO
 CA1145  USGS QUAD   -  MILLERSVIEW SE (1987)
 CA1145
 CA1145                         *CURRENT SURVEY CONTROL
 CA1145  ___________________________________________________________________
 CA1145* NAD 83(1993)-  31 17 12.16009(N)    099 51 35.45891(W)     ADJUSTED  
 CA1145* NAVD 88     -       657.3    (meters)    2156.     (feet)  VERTCON   
 CA1145  ___________________________________________________________________
 CA1145  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 CA1145  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CA1145
 CA1145  HORZ ORDER  -  SECOND
 CA1145
 CA1145.The horizontal coordinates were established by classical geodetic methods
 CA1145.and adjusted by the National Geodetic Survey in February 1996..
 CA1145
 CA1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1145
 CA1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1145
 CA1145.The geoid height was determined by GEOID03.
 CA1145
 CA1145;                    North         East     Units Scale Factor Converg.
 CA1145;SPC TX C     - 3,179,687.120   745,078.935   MT  0.99989409   +0 14 37.9
 CA1145;SPC TX C     -10,432,023.49  2,444,479.81   sFT  0.99989409   +0 14 37.9
 CA1145;UTM  14      - 3,461,696.368   418,158.734   MT  0.99968261   -0 26 47.6
 CA1145
 CA1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1145!SPC TX C     -   0.99990056  x   0.99989409  =   0.99979466
 CA1145!UTM  14      -   0.99990056  x   0.99968261  =   0.99958320
 CA1145
 CA1145|---------------------------------------------------------------------|
 CA1145| PID    Reference Object                     Distance      Geod. Az  |
 CA1145|                                                           dddmmss.s |
 CA1145| CV4199 HALL RM 1                            69.230 METERS 03318     |
 CA1145| CA1148 WALES                               APPROX. 9.9 KM 2860656.6 |
 CA1145| CV4200 HALL RM 2                            68.369 METERS 32226     |
 CA1145|---------------------------------------------------------------------|
 CA1145
 CA1145                          SUPERSEDED SURVEY CONTROL
 CA1145
 CA1145  NAD 83(1986)-  31 17 12.16728(N)    099 51 35.44456(W) AD(       ) 2
 CA1145  NAD 27      -  31 17 11.58196(N)    099 51 34.18065(W) AD(       ) 2
 CA1145  NGVD 29 (07/19/86)  657.2    (m)         2156.     (f) VERT ANG       
 CA1145
 CA1145.Superseded values are not recommended for survey control.
 CA1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1145.See file dsdata.txt to determine how the superseded data were derived.
 CA1145
 CA1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1815961696(NAD 83)
 CA1145_MARKER: DD = SURVEY DISK
 CA1145_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1145+WITH SETTING: INFORMATION.
 CA1145_SP_SET: PREFABRICATED CONCRETE POST
 CA1145
 CA1145  HISTORY     - Date     Condition        Report By
 CA1145  HISTORY     - 1967     MONUMENTED       USGS
 CA1145  HISTORY     - 1971     GOOD             NGS
 CA1145
 CA1145                          STATION DESCRIPTION
 CA1145
 CA1145'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CA1145'THE STATION IS LOCATED ABOUT 4.8 MILES NORTH AND 0.9 MILES
 CA1145'WEST OF EDEN.  ABOUT 6.4 MILES WEST AND 9.2 MILES SOUTH
 CA1145'OF MILLERSVIEW VILLAGES ATOP A HIGH EAST-WEST RIDGE.  0.6
 CA1145'MILE WEST OF U.S. HIGHWAY 83.  30 FEET NORTH-NORTHEAST,
 CA1145'AT RIGHT ANGLES TO PRIVATE ROAD.  4 FEET SOUTH OF A STEEL
 CA1145'WITNESS POST.
 CA1145'
 CA1145'TO REACH FROM EDEN, FOLLOW NORTH ALONG U.S. HIGHWAY 83
 CA1145'FOR 4.9 MILES TO A CATTLEGUARD ON THE LEFT (WEST) BEARING
 CA1145'THE NAME SIGN ALTON HALL.  TURN THROUGH THE CATTLEGUARD
 CA1145'AND FOLLOW RANCH DRIVEWAY 0.65 MILE TO STATION SITE ON RIGHT.
 CA1145'
 CA1145'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1145'STEEL ROD DRIVEN TO POINT OF REFUSAL (4 FEET), CENTERED IN
 CA1145'A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1145'CONCRETE.  THE TABLET IS SET FLUSH WITH THE GROUND AND STAMPED
 CA1145'HALL ET 1967.
 CA1145'
 CA1145'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 CA1145'CRIMPED TO A COPPER COATED STEEL ROD, DRIVEN TO REFUSAL (4 FEET),
 CA1145'CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG,
 CA1145'FILLED WITH CONCRETE.  THE TABLET IS SET FLUSH WITH THE
 CA1145'GROUND AND IS STAMPED HALL ET 1967 NO. 1.
 CA1145'
 CA1145'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 CA1145'CRIMPED TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (3
 CA1145'FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CA1145'LONG, FILLED WITH CONCRETE.  THE TABLET IS SET FLUSH WITH
 CA1145'THE GROUND AND IS STAMPED HALL ET 1967 NO. 2.
 CA1145'
 CA1145'STATIONS POO ET 5.1 MILES NORTH-NORTHWEST AND WALES ET 6.1
 CA1145'MILES WEST-NORTHWEST, ARE VISIBLE FROM THE GROUND AND MAY
 CA1145'BE USED AS THE AZIMUTHS.
 CA1145'
 CA1145'ELEVATION = 2156.13 FEET (FLY LEVEL)
 CA1145
 CA1145                          STATION RECOVERY (1971)
 CA1145
 CA1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1145'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED BY USGS
 CA1145'IN 1967 BALLINGER SECOND-ORDER PROJECT.
 CA1145'
 CA1145'STATION WALES ET 1967 IS VISIBLE FROM THE GROUND AT THIS
 CA1145'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1145'
 CA1145'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1376 ***********************************************************************
 DM1376  DESIGNATION -  HALL
 DM1376  PID         -  DM1376
 DM1376  STATE/COUNTY-  TX/HOPKINS
 DM1376  USGS QUAD   -  SALTILLO (1964)
 DM1376
 DM1376                         *CURRENT SURVEY CONTROL
 DM1376  ___________________________________________________________________
 DM1376* NAD 83(1993)-  33 08 58.35242(N)    095 20 08.33146(W)     ADJUSTED  
 DM1376* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 DM1376  ___________________________________________________________________
 DM1376  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 DM1376  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DM1376
 DM1376  HORZ ORDER  -  FIRST
 DM1376
 DM1376.The horizontal coordinates were established by classical geodetic methods
 DM1376.and adjusted by the National Geodetic Survey in February 1996..
 DM1376
 DM1376.The orthometric height was scaled from a topographic map.
 DM1376
 DM1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1376
 DM1376.The geoid height was determined by GEOID03.
 DM1376
 DM1376;                    North         East     Units Scale Factor Converg.
 DM1376;SPC TXNC     - 2,168,881.190   895,137.219   MT  0.99987408   +1 43 33.0
 DM1376;SPC TXNC     - 7,115,737.70  2,936,796.03   sFT  0.99987408   +1 43 33.0
 DM1376;UTM  15      - 3,670,294.220   282,157.903   MT  1.00018514   -1 16 39.7
 DM1376
 DM1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1376!SPC TXNC     -   0.99997936  x   0.99987408  =   0.99985344
 DM1376!UTM  15      -   0.99997936  x   1.00018514  =   1.00016450
 DM1376
 DM1376:                Primary Azimuth Mark                     Grid Az
 DM1376:SPC TXNC     -  MT VERNON FRANKLIN CO CTHSE TR           065 36 31.8
 DM1376:UTM  15      -  MT VERNON FRANKLIN CO CTHSE TR           068 36 44.5
 DM1376
 DM1376|---------------------------------------------------------------------|
 DM1376| PID    Reference Object                     Distance      Geod. Az  |
 DM1376|                                                           dddmmss.s |
 DM1376| DM1373 MT VERNON FRANKLIN CO CTHSE TR      APPROX.11.6 KM 0672004.8 |
 DM1376| DM1374 MT VERNON MUNICIPAL TANK            APPROX.11.5 KM 0682452.0 |
 DM1376| CR1252 WINNSBORO MUNICIPAL TANK            APPROX.21.1 KM 1675603.6 |
 DM1376| CY2053 HALL RM 1                            43.205 METERS 22813     |
 DM1376| DM1378 COMO MUNICIPAL TANK                 APPROX.16.1 KM 2325102.4 |
 DM1376| CY2054 HALL RM 2                            43.081 METERS 31423     |
 DM1376| CY2052 HALL AZ MK                                         3563418.3 |
 DM1376|---------------------------------------------------------------------|
 DM1376
 DM1376                          SUPERSEDED SURVEY CONTROL
 DM1376
 DM1376  NAD 83(1993)-  33 08 58.35525(N)    095 20 08.32774(W) AD(       ) 1
 DM1376  NAD 83(1986)-  33 08 58.35745(N)    095 20 08.31827(W) AD(       ) 1
 DM1376  NAD 27      -  33 08 57.94100(N)    095 20 07.51200(W) AD(       ) 1
 DM1376
 DM1376.Superseded values are not recommended for survey control.
 DM1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1376.See file dsdata.txt to determine how the superseded data were derived.
 DM1376
 DM1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS8215870294(NAD 83)
 DM1376_MARKER: DS = TRIANGULATION STATION DISK
 DM1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1376
 DM1376  HISTORY     - Date     Condition        Report By
 DM1376  HISTORY     - 1935     MONUMENTED       CGS
 DM1376  HISTORY     - 1937     GOOD             TXHD
 DM1376  HISTORY     - 1957     GOOD             CGS
 DM1376  HISTORY     - 1957     GOOD             CGS
 DM1376  HISTORY     - 19950620 MARK NOT FOUND   USPSQD
 DM1376
 DM1376                          STATION DESCRIPTION
 DM1376
 DM1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1376'STATION IS ABOUT 15 MILES E OF SULPHUR SPRINGS, ABOUT 7 MILES
 DM1376'WSW OF MT. VERNON, ABOUT 2-1/4 MILES SSW OF SALTILLO ON FARM
 DM1376'OWNED BY L.L. HALL OF SULPHER SPRINGS, AND OCCUPIED BY WELCOME
 DM1376'BARNETT, ABOUT 3/4 MILE ENE OF MR. BARNETTS HOUSE, ON HIGHEST
 DM1376'POINT OF A FLAT KNOLL, AT S SIDE, AND NEAR SW CORNER OF THE
 DM1376'PASTURE, 1 FOOT N OF THE S PASTURE FENCE, 100 FEET E OF SW
 DM1376'CORNER POST OF PASTURE FENCE, 120 FEET E OF CENTER LINE OF N-S
 DM1376'DIRT ROAD, 229 FEET E OF NE CORNER OF ERNEST DENNIS
 DM1376'HOUSE, WHICH IS JUST ACROSS THE ROAD FROM STATION.  THE
 DM1376'MARK PROJECTS 4 INCHES.
 DM1376'
 DM1376'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1376'BRONZE DISKS SET IN CONCRETE.
 DM1376'
 DM1376'REFERENCE MARK NO. 1 IS SW OF STATION, 18 FEET E OF CENTER
 DM1376'LINE OF N-S DIRT ROAD, 1 FOOT W OF RIGHT-OF-WAY FENCE, 46
 DM1376'FEET S OF THE NW CORNER POST OF FENCE THAT ENCLOSES THE CULTIVATED
 DM1376'FIELD AND PROJECTS 4 INCHES.
 DM1376'
 DM1376'REFERENCE MARK NO. 2 IS NW OF STATION, ON PASTURE (RIGHT-OF-WAY)
 DM1376'FENCE LINE, 19 FEET E OF CENTER LINE OF N-S DIRT ROAD, 27
 DM1376'FEET N OF 6-INCH TWIN OAK TREES, AND PROJECTS 3 INCHES.
 DM1376'
 DM1376'AZIMUTH MARK IS N OF STATION, 18 FEET E OF CENTER LINE OF
 DM1376'N-S DIRT ROAD, 1 FOOT E OF PASTURE RIGHT-OF-WAY FENCE, 17
 DM1376'FEET SSW OF THE MORE SOUTHERLY OF TWO 18-INCH CEDAR TREES, AND
 DM1376'PROJECTS 4 INCHES.
 DM1376'
 DM1376'TO REACH FROM THE POST OFFICE IN SALTILLO, GO W ON U.S. HIGHWAY
 DM1376'67, 0.1 MILE TO DIRT ROAD LEADING S.  THENCE S ON GRADED
 DM1376'DIRT ROAD 1.2 MILES TO A T-ROAD LEADING W, THENCE W 0.25
 DM1376'MILE TO A T-ROAD LEADING S, THENCE S 1.1 MILES TO STATION ON E
 DM1376'SIDE OF ROAD.
 DM1376'
 DM1376'ALL LIGHTS COME INTO VIEW 20 FEET ABOVE THE GROUND.
 DM1376'
 DM1376'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 DM1376
 DM1376                          STATION RECOVERY (1937)
 DM1376
 DM1376'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1376'DESCRIPTION SATISFACTORY.  STATION MARK RECOVERED AND FOUND
 DM1376'TO BE IN GOOD CONDITION.
 DM1376
 DM1376                          STATION RECOVERY (1957)
 DM1376
 DM1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HWH)
 DM1376'RECOVERED STATION AND R.M. NO. 2 IN GOOD CONDITION.  COULD NOT
 DM1376'LOCATE AZIMUTH MARK.  UNABLE TO LOCATE R.M. NO. 1, PROBABLY
 DM1376'DESTROYED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 DM1376'CORRECT.
 DM1376
 DM1376                          STATION RECOVERY (1957)
 DM1376
 DM1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1376'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 DM1376'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  FOLLOWING
 DM1376'IS A NEW AND COMPLETE DESCRIPTION.
 DM1376'
 DM1376'STATION IS ABOUT 15 MILES EAST OF SULPHUR SPRINGS, ABOUT 7
 DM1376'MILES WEST-SOUTHWEST OF MT. VERNON, AND ABOUT 2-1/4 MILES
 DM1376'SOUTH-SOUTHWEST OF SALTILLO.  IT IS 123 FEET EAST OF THE
 DM1376'CENTER OF A NORTH-SOUTH DIRT ROAD, 100 FEET EAST OF THE SOUTHWEST
 DM1376'CORNER POST OF PASTURE FENCE, 4 FEET EAST OF A WHITE WITNESS
 DM1376'POST, AND IS SET ON THE NORTH SIDE OF A EAST-WEST FENCE LINE.
 DM1376'IT IS STAMPED HALL 1935 AND PROJECTS 2 INCHES ABOVE THE
 DM1376'SURFACE OF THE GROUND.
 DM1376'
 DM1376'REFERENCE MARK NO. 1 IS 48 FEET SOUTHWEST OF A POWER LINE
 DM1376'POLE, 18 FEET EAST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD,
 DM1376'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 DM1376'HALL NO. 1 1935 AND PROJECTS 4 INCHES ABOVE THE SURFACE OF
 DM1376'THE GROUND.
 DM1376'
 DM1376'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF 1-FOOT TWIN OAK TREES,
 DM1376'19 FEET EAST OF CENTER OF THE NORTH-SOUTH DIRT ROAD, AND
 DM1376'1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED HALL
 DM1376'NO 2 1935 AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 DM1376'GROUND.
 DM1376'
 DM1376'AZIMUTH MARK IS 84 FEET WEST OF TWO CEDAR TREES, 18 FEET
 DM1376'EAST OF CENTER OF THE NORTH-SOUTH DIRT ROAD, 1 FOOT EAST OF THE
 DM1376'NORTH-SOUTH FENCE LINE, AND 1 FOOT SOUTHEAST OF A WHITE WITNESS
 DM1376'POST.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED HALL AZIMUTH
 DM1376'1935 AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 DM1376'
 DM1376'TO REACH THE STATION FROM THE POST OFFICE IN SALTILLO, GO
 DM1376'WEST ON U.S. HIGHWAY 67 FOR 0.1 MILE TO FARM ROAD 900, TURN
 DM1376'LEFT ON FARM ROAD 900 AND GO 1.2 MILES TO A SIDE ROAD RIGHT,
 DM1376'TURN RIGHT AND GO 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT
 DM1376'AND GO 0.8 MILE TO STATION ON THE LEFT AS DESCRIBED.
 DM1376
 DM1376                          STATION RECOVERY (1995)
 DM1376
 DM1376'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0687 ***********************************************************************
 AX0687  DESIGNATION -  HALLETTSVILLE
 AX0687  PID         -  AX0687
 AX0687  STATE/COUNTY-  TX/LAVACA
 AX0687  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0687
 AX0687                         *CURRENT SURVEY CONTROL
 AX0687  ___________________________________________________________________
 AX0687* NAD 83(1986)-  29 26 38.     (N)    096 56 32.     (W)     SCALED    
 AX0687* NAVD 88     -        69.421  (meters)     227.76   (feet)  ADJUSTED  
 AX0687  ___________________________________________________________________
 AX0687  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0687  DYNAMIC HT  -          69.323 (meters)     227.44  (feet)  COMP
 AX0687  MODELED GRAV-     979,233.5   (mgal)                       NAVD 88
 AX0687
 AX0687  VERT ORDER  -  FIRST     CLASS I
 AX0687
 AX0687.The horizontal coordinates were scaled from a topographic map and have
 AX0687.an estimated accuracy of +/- 6 seconds.
 AX0687
 AX0687.The orthometric height was determined by differential leveling
 AX0687.and adjusted by the National Geodetic Survey in June 1991..
 AX0687
 AX0687.The geoid height was determined by GEOID03.
 AX0687
 AX0687.The dynamic height is computed by dividing the NAVD 88
 AX0687.geopotential number by the normal gravity value computed on the
 AX0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0687.degrees latitude (g = 980.6199 gals.).
 AX0687
 AX0687.The modeled gravity was interpolated from observed gravity values.
 AX0687
 AX0687;                    North         East    Units  Estimated Accuracy
 AX0687;SPC TXSC     - 4,180,250.      799,610.      MT  (+/- 180 meters Scaled)
 AX0687
 AX0687                          SUPERSEDED SURVEY CONTROL
 AX0687
 AX0687  NGVD 29 (??/??/92)   69.414  (m)          227.74   (f) ADJ UNCH    1 1
 AX0687
 AX0687.Superseded values are not recommended for survey control.
 AX0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0687.See file dsdata.txt to determine how the superseded data were derived.
 AX0687
 AX0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT995589(NAD 83)
 AX0687_MARKER: DB = BENCH MARK DISK
 AX0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0687_STAMPING: HALLETTSVILLE 227.992 1933
 AX0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0687+STABILITY: SURFACE MOTION
 AX0687
 AX0687  HISTORY     - Date     Condition        Report By
 AX0687  HISTORY     - 1933     MONUMENTED       CGS
 AX0687  HISTORY     - 1972     GOOD             NGS
 AX0687  HISTORY     - 1990     GOOD             USPSQD
 AX0687  HISTORY     - 19970607 GOOD             USPSQD
 AX0687
 AX0687                          STATION DESCRIPTION
 AX0687
 AX0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0687'IN HALLETTSVILLE.
 AX0687'AT HALLETTSVILLE, AT THE NORTHWEST CORNER OF THE CITY HALL BUILDING,
 AX0687'130 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF US HIGHWAY 90A AND
 AX0687'U. S. HIGHWAY 77 LEADING NORTH, 33.3 FEET SOUTH OF THE SOUTH CURB OF
 AX0687'US HIGHWAY 90 A, 1.2 FEET EAST OF THE NORTHWEST CORNER OF THE CITY
 AX0687'HALL BUILDING, 0.3 FEET NORTH OF THE NORTH BRICK WALL OF THE BUILDING,
 AX0687'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 AX0687'CONCRETE POST PROJECTING 7 INCHES ABOVE THE LEVEL OF THE GROUND.
 AX0687
 AX0687                          STATION RECOVERY (1990)
 AX0687
 AX0687'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0687'RECOVERED IN GOOD CONDITION.
 AX0687
 AX0687                          STATION RECOVERY (1997)
 AX0687
 AX0687'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0584 ***********************************************************************
 AX0584  DESIGNATION -  HALLETTSVILLE
 AX0584  PID         -  AX0584
 AX0584  STATE/COUNTY-  TX/LAVACA
 AX0584  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0584
 AX0584                         *CURRENT SURVEY CONTROL
 AX0584  ___________________________________________________________________
 AX0584* NAD 83(1993)-  29 27 09.05274(N)    096 56 32.46896(W)     ADJUSTED  
 AX0584* NAVD 88     -        75.848  (meters)     248.84   (feet)  ADJUSTED  
 AX0584  ___________________________________________________________________
 AX0584  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AX0584  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0584  DYNAMIC HT  -          75.741 (meters)     248.49  (feet)  COMP
 AX0584  MODELED GRAV-     979,233.9   (mgal)                       NAVD 88
 AX0584
 AX0584  HORZ ORDER  -  FIRST
 AX0584  VERT ORDER  -  FIRST     CLASS I
 AX0584
 AX0584.The horizontal coordinates were established by classical geodetic methods
 AX0584.and adjusted by the National Geodetic Survey in February 1996..
 AX0584
 AX0584.The orthometric height was determined by differential leveling
 AX0584.and adjusted by the National Geodetic Survey in June 1991..
 AX0584
 AX0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0584
 AX0584.The geoid height was determined by GEOID03.
 AX0584
 AX0584.The dynamic height is computed by dividing the NAVD 88
 AX0584.geopotential number by the normal gravity value computed on the
 AX0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0584.degrees latitude (g = 980.6199 gals.).
 AX0584
 AX0584.The modeled gravity was interpolated from observed gravity values.
 AX0584
 AX0584;                    North         East     Units Scale Factor Converg.
 AX0584;SPC TXSC     - 4,181,203.855   799,578.272   MT  0.99986534   +1 00 29.0
 AX0584;SPC TXSC     -13,717,832.98  2,623,283.05   sFT  0.99986534   +1 00 29.0
 AX0584;UTM  14      - 3,259,884.470   699,557.919   MT  1.00009140   +1 00 43.5
 AX0584
 AX0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0584!SPC TXSC     -   0.99999236  x   0.99986534  =   0.99985770
 AX0584!UTM  14      -   0.99999236  x   1.00009140  =   1.00008376
 AX0584
 AX0584:                Primary Azimuth Mark                     Grid Az
 AX0584:SPC TXSC     -  HALLETTSVILLE MUNICIPAL TANK             164 37 38.3
 AX0584:UTM  14      -  HALLETTSVILLE MUNICIPAL TANK             164 37 23.8
 AX0584
 AX0584|---------------------------------------------------------------------|
 AX0584| PID    Reference Object                     Distance      Geod. Az  |
 AX0584|                                                           dddmmss.s |
 AX0584| AX2759 HALLETTSVILLE MUNICIPAL TANK        APPROX. 0.7 KM 1653807.3 |
 AX0584| AX2760 HALLETTSVILLE LAVACA CO CTHSE       APPROX. 0.8 KM 1832923.4 |
 AX0584| AX0581 HALLETTSVILLE AZ MK                                1910111.8 |
 AX0584| AX2754 SAN ANTONIO HOUSTON AWY BCN 8       APPROX.14.1 KM 1963806.8 |
 AX0584| AX2756 HALLETTSVILLE MAG STA 1943           77.522 METERS 20509     |
 AX0584| AX2761 MATULA                              APPROX. 3.7 KM 2083618.0 |
 AX0584| AX0582 HALLETTSVILLE RM 1                   28.987 METERS 24700     |
 AX0584| AX2757 ST MARYS CHURCH SPIRE               APPROX. 5.3 KM 2643513.2 |
 AX0584| AX2758 HALLETSVILLE POINT A 1943            51.289 METERS 28701     |
 AX0584| AX0585 HALLETTSVILLE RM 2                   34.680 METERS 34858     |
 AX0584|---------------------------------------------------------------------|
 AX0584
 AX0584                          SUPERSEDED SURVEY CONTROL
 AX0584
 AX0584  NAD 83(1986)-  29 27 09.06528(N)    096 56 32.45869(W) AD(       ) 1
 AX0584  NAD 27      -  29 27 08.19500(N)    096 56 31.52500(W) AD(       ) 1
 AX0584  NGVD 29 (??/??/92)   75.840  (m)          248.82   (f) ADJ UNCH    1 1
 AX0584
 AX0584.Superseded values are not recommended for survey control.
 AX0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0584.See file dsdata.txt to determine how the superseded data were derived.
 AX0584
 AX0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT9955859884(NAD 83)
 AX0584_MARKER: DS = TRIANGULATION STATION DISK
 AX0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0584_STAMPING: HALLETTSVILLE 1943
 AX0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0584+STABILITY: SURFACE MOTION
 AX0584
 AX0584  HISTORY     - Date     Condition        Report By
 AX0584  HISTORY     - 1943     MONUMENTED       CGS
 AX0584  HISTORY     - 1963     GOOD             CGS
 AX0584  HISTORY     - 1972     GOOD             NGS
 AX0584  HISTORY     - 1972     GOOD             NGS
 AX0584  HISTORY     - 1979     GOOD             NGS
 AX0584  HISTORY     - 1990     GOOD             USPSQD
 AX0584  HISTORY     - 19970607 GOOD             USPSQD
 AX0584
 AX0584                          STATION DESCRIPTION
 AX0584
 AX0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX0584'IN THE CITY OF HALLETTSVILLE, ABOUT 0.4 MILE N OF COURTHOUSE
 AX0584'ON LAND OWNED BY DAVE FINKELSTEIN.  THE STATION IS 18 FEET
 AX0584'W OF FENCE ON E SIDE OF SHEEP LOT, 21 FEET N OF SHEEP SHED,
 AX0584'42 FEET SSE OF WELL.  THE MARK IS SET FLUSH WITH THE GROUND
 AX0584'AND IS STAMPED HALLETTSVILLE 1943.  THIS STATION WAS CONNECTED
 AX0584'WITH HALLETTSVILLE MAG. BY TRAVERSE.
 AX0584'
 AX0584'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX0584'DISKS SET IN CONCRETE.
 AX0584'
 AX0584'REFERENCE MARK NO. 1 IS SW OF THE STATION, 39 FEET W OF
 AX0584'WHITE GARAGE, 1 FOOT S OF FENCE ALONG LANE TO STATION.  THE
 AX0584'MARK IS SET FLUSH WITH THE GROUND AND IS IN THE N CORNER
 AX0584'OF A PECAN GROVE.
 AX0584'
 AX0584'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 15 FEET E OF FENCE,
 AX0584'36 FEET S OF THE SW CORNER OF CHICKEN HOUSE.  THE MARK IS
 AX0584'FLUSH WITH THE GROUND.
 AX0584'
 AX0584'THE AZIMUTH MARK IS ABOUT 0.2 MILE S OF THE STATION, 5 PACES
 AX0584'S OF THE CENTER LINE OF THE ROAD, 20 PACES E OF TELEPHONE
 AX0584'POLE, 22 PACES SW OF 20-INCH HACKBERRY TREE.  THE MARK IS
 AX0584'IN THE FENCE LINE AND PROJECTS 3 INCHES.  TO REACH AZIMUTH
 AX0584'MARK, GO TO GATE AT ENTRANCE TO FINKELSTEINS PROPERTY, TURN
 AX0584'LEFT, E, AND GO 0.05 MILE TO AZIMUTH MARK.
 AX0584'
 AX0584'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF
 AX0584'THE STATION AND WITH THEIR RESPECTIVE NUMBERS.
 AX0584'
 AX0584'REACHED FROM THE NE CORNER OF COURTHOUSE SQUARE BY STREET
 AX0584'N, 0.35 MILE TO CORNER 1 BLOCK S OF AMERICAN LEGION PARK.
 AX0584'ENTER GATE AT SW CORNER AND FOLLOW DIAGONAL DRIVE TO END
 AX0584'AND LANE RIGHT, STATION IS 50 YARDS NE OF THIS POINT IN
 AX0584'SHEEP LOT.
 AX0584'
 AX0584'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX0584
 AX0584                          STATION RECOVERY (1963)
 AX0584
 AX0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX0584'STATION, REFERENCE MARKS NO. 1 AND THE AZIMUTH MARK WERE
 AX0584'RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK
 AX0584'NO. 2 COULD NOT BE LOCATED.  IT APPARENTLY HAS BEEN DESTROYED.
 AX0584'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX0584
 AX0584                          STATION RECOVERY (1972)
 AX0584
 AX0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 AX0584'THE STATION, R.M. 1 AND 2 AND THE AZIMUTH MARK WERE ALL
 AX0584'RECOVERED AND IN GOOD CONDITION.
 AX0584'
 AX0584'THE STATION MAY BE REACHED FROM THE COURTHOUSE AT HALLETTSVILLE
 AX0584'BY GOING 0.4 MILE NORTH ALONG FARM ROAD NO. 957, THENCE
 AX0584'0.15 MILE NORTH-NORTHEAST ALONG A DRIVEWAY THRU A PECAN
 AX0584'ORCHARD TO STATION NEAR THE GARDEN AND CULTURE CLUB BLDG,
 AX0584'142 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH OF
 AX0584'THE BUILDING, 72.3 FEET EAST OF A CHAIN LINK FENCE, 37.5 FEET
 AX0584'NORTH OF THE NORTHEAST CORNER OF A SMALL FRAME BUILDING,
 AX0584'17-1/2 FEET WEST OF A WIRE FENCE, SET IN THE TOP OF A CONCRETE
 AX0584'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AX0584'
 AX0584'R.M. 1 IS 95.1 FEET SOUTHWEST OF THE STATION MARK DESCRIBED,
 AX0584'118 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH
 AX0584'OF THE BUILDING, 77.5 FEET SOUTHEAST OF THE SOUTHEAST
 AX0584'EDGE OF A SIDEWALK LEADING TO BUILDING, 39.3 FEET WEST OF
 AX0584'THE SOUTHWEST CORNER OF A SMALL GARAGE BUILDING WITH 2 DOORS,
 AX0584'32 FEET SOUTH OF THE SOUTHEAST CORNER POST FOR A CHAIN LINK
 AX0584'FENCE, 162 FEET SOUTH OF HALLETTSVILLE R.M. 2 DESCRIBED,
 AX0584'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF
 AX0584'THE GROUND.
 AX0584'
 AX0584'R.M. 2 IS 113.8 FEET NORTH-NORTHWEST OF THE STATION MARK
 AX0584'DESCRIBED, 55.3 FEET EAST OF THE NORTHEAST CORNER OF THE
 AX0584'BUILDING, 30.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 AX0584'CONCRETE WALK, 24.2 FEET EAST OF A CHAIN LINK FENCE, 7.3
 AX0584'FEET SOUTH OF A MESH FENCE AROUND A CHICKEN HOUSE, 162.1
 AX0584'FEET NORTH OF R.M. 1 DESCRIBED, SET IN THE TOP OF A CONCRETE
 AX0584'POST 1 INCH BELOW THE LEVEL OF THE GROUND.
 AX0584'
 AX0584'HALLETTSVILLE AZIMUTH MARK MAY BE REACHED BY GOING 0.4 MILE
 AX0584'NORTH ALONG FARM ROAD 957 FROM THE COURTHOUSE AT HALLETTSVILLE
 AX0584'TO THE JUNCTION OF CROCKETT STREET LEADING EAST, THENCE
 AX0584'0.05 MILE EAST ALONG CROCKETT STREET TO MARK ON RIGHT, 214
 AX0584'FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 85 FEET WEST
 AX0584'OF POWER LINE POLE NO. 108, 20 FEET SOUTH OF THE CENTER LINE
 AX0584'OF CROCKETT STREET, ABOUT 0.1 MILE WEST OF U.S. HIGHWAY 77,
 AX0584'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 AX0584'THE LEVEL OF THE GROUND.
 AX0584'
 AX0584'NOTE--R.M. 2 WAS REPORTED DESTROYED IN QUAD 290963 AS REPORTED
 AX0584'BY MR. K.M. BATES.  MARK WAS FOUND IN GOOD CONDITION THIS
 AX0584'DATE.
 AX0584'
 AX0584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.55 MILE
 AX0584'NORTH OF HALLETTSVILLE
 AX0584
 AX0584                          STATION RECOVERY (1972)
 AX0584
 AX0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AX0584'0.55 MI N FROM HALLETTSVILLE.
 AX0584'ABOUT 0.4 MILE NORTH ALONG FARM ROAD NO. 957 FROM THE COURTHOUSE AT
 AX0584'HALLETTSVILLE, THENCE 0.15 MILE NORTH-NORTHEAST ALONG A DRIVE LEADING
 AX0584'THRU A PECAN GROVE, NEAR THE GARDEN AND CULTURE CENTER BLDG. 142 FEET
 AX0584'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH OF THE BUILDING, 72.3
 AX0584'FEET EAST OF A CHAIN LINK FENCE, 37.5 FEET NORTH OF THE NORTHEAST
 AX0584'CORNER OF A SMALL BUILDING ALONG THE EAST SIDE OF A GARAGE, 17 1/2
 AX0584'FEET WEST OF A WIRE FENCE, SET IN THE TOP OF A CONCRETE POST.
 AX0584'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AX0584
 AX0584                          STATION RECOVERY (1979)
 AX0584
 AX0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AX0584'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK, WERE RECOVERED
 AX0584'AND FOUND IN GOOD CONDITION. REFERENCE MARK TWO WAS REPORTED
 AX0584'DESTROYED BY K.M.B. IN 1963, MARK WAS MEASURED AND THE DIRECTION
 AX0584'CHECKED, THE AZIMUTH MARK IS ONLY 0.15 SOUTH OF THE STATION ALONG
 AX0584'THE SOUTH SIDE OF STREET AND IS VG TO STATION.
 AX0584'
 AX0584'THE STATION IS NOW LOCATED IN THE CITY PARK, ALL BUILDINGS ARE STILL
 AX0584'IN GOOD CONDITION, ALL MARKS ARE FLUSH WITH THE SURFACE OF THE
 AX0584'GROUND.
 AX0584'
 AX0584'TO REACH THE STATION FROM THE NE CORNER OF THE COURTHOUSE SQUARE, GO
 AX0584'NORTH FOR 0.35 MILE TO A CROSS STREET AND AN OFF SET STREET TO THE
 AX0584'RIGHT, AND A ONE-WAY STREET, KEEP RIGHT NORTH ON ONE-WAY STREET AND
 AX0584'GO 0.1 MILE TO WHERE STREET MAKS A BEND TO THE LEFT, STATION ABOUT
 AX0584'100 FEET NE UNDER LARGE TREES, REFERENCE MARK NO. 1 JUST TO THE LEFT
 AX0584'OF STREET.
 AX0584'
 AX0584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HALLETTSVILLE.
 AX0584
 AX0584                          STATION RECOVERY (1990)
 AX0584
 AX0584'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0584'RECOVERED IN GOOD CONDITION.
 AX0584
 AX0584                          STATION RECOVERY (1997)
 AX0584
 AX0584'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0581 ***********************************************************************
 AX0581  DESIGNATION -  HALLETTSVILLE AZ MK
 AX0581  PID         -  AX0581
 AX0581  STATE/COUNTY-  TX/LAVACA
 AX0581  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0581
 AX0581                         *CURRENT SURVEY CONTROL
 AX0581  ___________________________________________________________________
 AX0581* NAD 83(1986)-  29 27 05.     (N)    096 56 40.     (W)     SCALED    
 AX0581* NAVD 88     -        71.210  (meters)     233.63   (feet)  ADJUSTED  
 AX0581  ___________________________________________________________________
 AX0581  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0581  DYNAMIC HT  -          71.109 (meters)     233.30  (feet)  COMP
 AX0581  MODELED GRAV-     979,233.7   (mgal)                       NAVD 88
 AX0581
 AX0581  VERT ORDER  -  FIRST     CLASS I
 AX0581
 AX0581.The horizontal coordinates were scaled from a topographic map and have
 AX0581.an estimated accuracy of +/- 6 seconds.
 AX0581
 AX0581.The orthometric height was determined by differential leveling
 AX0581.and adjusted by the National Geodetic Survey in June 1991..
 AX0581
 AX0581.The geoid height was determined by GEOID03.
 AX0581
 AX0581.The dynamic height is computed by dividing the NAVD 88
 AX0581.geopotential number by the normal gravity value computed on the
 AX0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0581.degrees latitude (g = 980.6199 gals.).
 AX0581
 AX0581.The modeled gravity was interpolated from observed gravity values.
 AX0581
 AX0581;                    North         East    Units  Estimated Accuracy
 AX0581;SPC TXSC     - 4,181,080.      799,380.      MT  (+/- 180 meters Scaled)
 AX0581
 AX0581                          SUPERSEDED SURVEY CONTROL
 AX0581
 AX0581  NGVD 29 (??/??/92)   71.202  (m)          233.60   (f) ADJ UNCH    1 1
 AX0581
 AX0581.Superseded values are not recommended for survey control.
 AX0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0581.See file dsdata.txt to determine how the superseded data were derived.
 AX0581
 AX0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT993597(NAD 83)
 AX0581_MARKER: DZ = AZIMUTH MARK DISK
 AX0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0581_STAMPING: HALLETTSVILLE 1943
 AX0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0581+STABILITY: SURFACE MOTION
 AX0581
 AX0581  HISTORY     - Date     Condition        Report By
 AX0581  HISTORY     - 1943     MONUMENTED       CGS
 AX0581  HISTORY     - 1972     GOOD             NGS
 AX0581  HISTORY     - 19970607 GOOD             USPSQD
 AX0581
 AX0581                          STATION DESCRIPTION
 AX0581
 AX0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0581'0.45 MI N FROM HALLETTSVILLE.
 AX0581'ABOUT 0.4 MILE NORTH ALONG FARM ROAD NO. 957 FROM THE COURTHOUSE AT
 AX0581'HALLETTSVILLE, THENCE 0.05 MILE EAST ALONG CROCKETT STREET, 214 FEET
 AX0581'EAST OF THE CENTER LINE OF FARM ROAD 957, 85 FEET WEST OF POWER LINE
 AX0581'POLE NO. 108, 20 FEET SOUTH OF THE CENTER LINE OF CROCKETT STREET, 4.7
 AX0581'FEET SOUTH OF THE SOUTH CURB OF CROCKETT STREET, 0.1 MILE WEST OF THE
 AX0581'JUNCTION OF CROCKETT STREET AND US HIGHWAY 77, ABOUT 2 FEET ABOVE THE
 AX0581'LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 AX0581'INCHES ABOVE THE LEVEL OF THE GROUND.
 AX0581
 AX0581                          STATION RECOVERY (1997)
 AX0581
 AX0581'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2760 ***********************************************************************
 AX2760  DESIGNATION -  HALLETTSVILLE LAVACA CO CTHSE
 AX2760  PID         -  AX2760
 AX2760  STATE/COUNTY-  TX/LAVACA
 AX2760  USGS QUAD   -  HALLETTSVILLE (1981)
 AX2760
 AX2760                         *CURRENT SURVEY CONTROL
 AX2760  ___________________________________________________________________
 AX2760* NAD 83(1993)-  29 26 42.15348(N)    096 56 34.34315(W)     ADJUSTED  
 AX2760* NAVD 88     -                                                        
 AX2760  ___________________________________________________________________
 AX2760  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AX2760  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX2760
 AX2760  HORZ ORDER  -  THIRD
 AX2760
 AX2760.The horizontal coordinates were established by classical geodetic methods
 AX2760.and adjusted by the National Geodetic Survey in February 1996..
 AX2760
 AX2760
 AX2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2760
 AX2760.The geoid height was determined by GEOID03.
 AX2760
 AX2760;                    North         East     Units Scale Factor Converg.
 AX2760;SPC TXSC     - 4,180,374.985   799,542.347   MT  0.99986508   +1 00 28.1
 AX2760;SPC TXSC     -13,715,113.60  2,623,165.18   sFT  0.99986508   +1 00 28.1
 AX2760;UTM  14      - 3,259,055.410   699,522.042   MT  1.00009123   +1 00 41.7
 AX2760
 AX2760                          SUPERSEDED SURVEY CONTROL
 AX2760
 AX2760  NAD 83(1986)-  29 26 42.16585(N)    096 56 34.33287(W) AD(       ) 4
 AX2760  NAD 27      -  29 26 41.29500(N)    096 56 33.39900(W) AD(       ) 3
 AX2760
 AX2760.Superseded values are not recommended for survey control.
 AX2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2760.See file dsdata.txt to determine how the superseded data were derived.
 AX2760
 AX2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT9952259055(NAD 83)
 AX2760_MARKER: 89 = SPIRE
 AX2760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2760+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AX2760
 AX2760  HISTORY     - Date     Condition        Report By
 AX2760  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2760  HISTORY     - 1963     GOOD             CGS
 AX2760  HISTORY     - 1979     GOOD             NGS
 AX2760  HISTORY     - 19970607 GOOD             USPSQD
 AX2760  HISTORY     - 20050120 GOOD             USPSQD
 AX2760
 AX2760                          STATION DESCRIPTION
 AX2760
 AX2760'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2760'THIS INTERSECTION STATION IS THE COURTHOUSE IN THE CENTRAL
 AX2760'SQUARE OF HALLETTSVILLE.  THIS IS A 3-STORY BROWN STONE
 AX2760'BUILDING WITH A SQUARE STONE BELFRY COVERED BY A PYRAMIDAL
 AX2760'SPIRE SURMOUNTED BY A BALL.  THE SPIRE PROJECTS ABOUT 40
 AX2760'FEET ABOVE THE MAIN PART OF THE BUILDING AND IS ABOUT 100
 AX2760'FEET HIGH.  THERE IS A CLOCK ON EACH SIDE AND JUST BELOW THE
 AX2760'OPEN BELFRY.  THE BALL ON TOP OF THE SPIRE WAS THE POINT
 AX2760'OBSERVED ON.
 AX2760
 AX2760                          STATION RECOVERY (1963)
 AX2760
 AX2760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2760'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2760'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2760
 AX2760                          STATION RECOVERY (1979)
 AX2760
 AX2760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AX2760'HALLETTSVILLE, LAVACA COUNTY COURTHOUSE SPIRE WAS RECOVERED IN GOOD
 AX2760'CONDITION AND AS DESCRIBED IN 1943 BY P.L.B.
 AX2760'
 AX2760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HALLETTSVILLE.
 AX2760
 AX2760                          STATION RECOVERY (1997)
 AX2760
 AX2760'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2760'RECOVERED IN GOOD CONDITION.
 AX2760
 AX2760                          STATION RECOVERY (2005)
 AX2760
 AX2760'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX2760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2756 ***********************************************************************
 AX2756  DESIGNATION -  HALLETTSVILLE MAG STA 1943
 AX2756  PID         -  AX2756
 AX2756  STATE/COUNTY-  TX/LAVACA
 AX2756  USGS QUAD   -  HALLETTSVILLE (1981)
 AX2756
 AX2756                         *CURRENT SURVEY CONTROL
 AX2756  ___________________________________________________________________
 AX2756* NAD 83(1993)-  29 27 06.77364(N)    096 56 33.69156(W)     ADJUSTED  
 AX2756* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 AX2756  ___________________________________________________________________
 AX2756  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AX2756  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX2756
 AX2756  HORZ ORDER  -  SECOND
 AX2756
 AX2756.The horizontal coordinates were established by classical geodetic methods
 AX2756.and adjusted by the National Geodetic Survey in February 1996..
 AX2756
 AX2756.The orthometric height was scaled from a topographic map.
 AX2756
 AX2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2756
 AX2756.The geoid height was determined by GEOID03.
 AX2756
 AX2756;                    North         East     Units Scale Factor Converg.
 AX2756;SPC TXSC     - 4,181,133.123   799,546.569   MT  0.99986532   +1 00 28.4
 AX2756;SPC TXSC     -13,717,600.92  2,623,179.04   sFT  0.99986532   +1 00 28.4
 AX2756;UTM  14      - 3,259,813.720   699,526.214   MT  1.00009125   +1 00 42.8
 AX2756
 AX2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2756!SPC TXSC     -   0.99999281  x   0.99986532  =   0.99985813
 AX2756!UTM  14      -   0.99999281  x   1.00009125  =   1.00008406
 AX2756
 AX2756                          SUPERSEDED SURVEY CONTROL
 AX2756
 AX2756  NAD 83(1986)-  29 27 06.78619(N)    096 56 33.68129(W) AD(       ) 2
 AX2756  NAD 27      -  29 27 05.91600(N)    096 56 32.74800(W) AD(       ) 2
 AX2756
 AX2756.Superseded values are not recommended for survey control.
 AX2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2756.See file dsdata.txt to determine how the superseded data were derived.
 AX2756
 AX2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT9952659814(NAD 83)
 AX2756_MARKER: H = DRILL HOLE
 AX2756_SETTING: 0 = UNSPECIFIED SETTING
 AX2756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2756
 AX2756  HISTORY     - Date     Condition        Report By
 AX2756  HISTORY     - 1943     MONUMENTED       CGS
 AX2756  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX2756
 AX2756                          STATION DESCRIPTION
 AX2756
 AX2756'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2756'IN THE CITY OF HALLETTSVILLE, ABOUT 0.4 MILE N OF COURTHOUSE,
 AX2756'ON LAND OWNED BY DAVE FINKELSTEIN.  THE STATION IS IN A
 AX2756'SMALL GRASSY FIELD, 73.8 FEET E OF THE E FENCE OF LANE.
 AX2756'191.6 FEET S, PARALLEL TO LANE, FROM E POST OF WOOD GATE,
 AX2756'10 FEET W OF A SMALL WHITE GARAGE.  82.0 FEET W OF E FENCE
 AX2756'OF SMALL LOT.  THE MARK IS A SQUARE ROCK POST
 AX2756'WHICH PROJECTS 7 INCHES ABOVE THE GROUND AND HAS A SMALL
 AX2756'DRILL HOLE IN THE CENTER.
 AX2756'
 AX2756'THIS STATION WAS CONNECTED WITH TRIANGULATION STATION HALLETTSVILLE
 AX2756'BY TRAVERSE.
 AX2756
 AX2756                          STATION RECOVERY (1997)
 AX2756
 AX2756'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2759 ***********************************************************************
 AX2759  DESIGNATION -  HALLETTSVILLE MUNICIPAL TANK
 AX2759  PID         -  AX2759
 AX2759  STATE/COUNTY-  TX/LAVACA
 AX2759  USGS QUAD   -  HALLETTSVILLE (1981)
 AX2759
 AX2759                         *CURRENT SURVEY CONTROL
 AX2759  ___________________________________________________________________
 AX2759* NAD 83(1993)-  29 26 47.03003(N)    096 56 26.02523(W)     ADJUSTED  
 AX2759* NAVD 88     -                                                        
 AX2759  ___________________________________________________________________
 AX2759  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AX2759  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX2759
 AX2759  HORZ ORDER  -  THIRD
 AX2759
 AX2759.The horizontal coordinates were established by classical geodetic methods
 AX2759.and adjusted by the National Geodetic Survey in February 1996..
 AX2759
 AX2759
 AX2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2759
 AX2759.The geoid height was determined by GEOID03.
 AX2759
 AX2759;                    North         East     Units Scale Factor Converg.
 AX2759;SPC TXSC     - 4,180,529.033   799,763.803   MT  0.99986513   +1 00 32.2
 AX2759;SPC TXSC     -13,715,619.00  2,623,891.74   sFT  0.99986513   +1 00 32.2
 AX2759;UTM  14      - 3,259,209.508   699,743.538   MT  1.00009232   +1 00 46.0
 AX2759
 AX2759                          SUPERSEDED SURVEY CONTROL
 AX2759
 AX2759  NAD 83(1986)-  29 26 47.04247(N)    096 56 26.01490(W) AD(       ) 4
 AX2759  NAD 27      -  29 26 46.17300(N)    096 56 25.08000(W) AD(       ) 3
 AX2759
 AX2759.Superseded values are not recommended for survey control.
 AX2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2759.See file dsdata.txt to determine how the superseded data were derived.
 AX2759
 AX2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT9974459210(NAD 83)
 AX2759_MARKER: 53 = ELEVATED TANK
 AX2759
 AX2759  HISTORY     - Date     Condition        Report By
 AX2759  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2759  HISTORY     - 1963     GOOD             CGS
 AX2759  HISTORY     - 1979     GOOD             NGS
 AX2759  HISTORY     - 19970607 GOOD             USPSQD
 AX2759  HISTORY     - 20050120 MARK NOT FOUND   USPSQD
 AX2759
 AX2759                          STATION DESCRIPTION
 AX2759
 AX2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2759'THIS INTERSECTION STATION IS THE WATER TANK IN THE NE CENTRAL
 AX2759'SECTION OF TOWN, 50 FEET NE OF THE CITY POWER HOUSE, 100
 AX2759'FEET E OF TEXANA STREET, 100 FEET N OF SECOND STREET.  THE
 AX2759'TANK IS ABOUT 100 FEET HIGH, PAINTED WHITE, AND HAS A CONICAL
 AX2759'ROOF SURMOUNTED WITH A BALL AND AN ELECTRIC LIGHT.  THE TANK
 AX2759'HAS A ROUNDED BOTTOM AND IS SET ON SQUARE STRUCTURAL STEEL.
 AX2759'THE BALL WAS THE POINT OBSERVED ON.
 AX2759
 AX2759                          STATION RECOVERY (1963)
 AX2759
 AX2759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2759'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2759'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2759
 AX2759                          STATION RECOVERY (1979)
 AX2759
 AX2759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AX2759'HALLETTSVILLE CITY WATER TANK WAS RECOVERED AS DESCRIBED BY P.L.B.
 AX2759'IN 1943.
 AX2759'
 AX2759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HALLETTSVILLE.
 AX2759
 AX2759                          STATION RECOVERY (1997)
 AX2759
 AX2759'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2759'RECOVERED IN GOOD CONDITION.
 AX2759
 AX2759                          STATION RECOVERY (2005)
 AX2759
 AX2759'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX2759'THE WATER TANK HAS BEEN DEMOLISHED.  THE CONCRETE PADS FOR THE LEGS
 AX2759'ARE STILL THERE.  HALLETTSVILLE TX PUBLIC WORKS 361-798-2201.   NEW
 AX2759'TANKS BUILT AT DIFFERENT LOCATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0582 ***********************************************************************
 AX0582  DESIGNATION -  HALLETTSVILLE RM 1
 AX0582  PID         -  AX0582
 AX0582  STATE/COUNTY-  TX/LAVACA
 AX0582  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0582
 AX0582                         *CURRENT SURVEY CONTROL
 AX0582  ___________________________________________________________________
 AX0582* NAD 83(1986)-  29 27 08.     (N)    096 56 32.     (W)     SCALED    
 AX0582* NAVD 88     -        75.343  (meters)     247.19   (feet)  ADJUSTED  
 AX0582  ___________________________________________________________________
 AX0582  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0582  DYNAMIC HT  -          75.236 (meters)     246.84  (feet)  COMP
 AX0582  MODELED GRAV-     979,233.9   (mgal)                       NAVD 88
 AX0582
 AX0582  VERT ORDER  -  FIRST     CLASS I
 AX0582
 AX0582.The horizontal coordinates were scaled from a topographic map and have
 AX0582.an estimated accuracy of +/- 6 seconds.
 AX0582
 AX0582.The orthometric height was determined by differential leveling
 AX0582.and adjusted by the National Geodetic Survey in June 1991..
 AX0582
 AX0582.The geoid height was determined by GEOID03.
 AX0582
 AX0582.The dynamic height is computed by dividing the NAVD 88
 AX0582.geopotential number by the normal gravity value computed on the
 AX0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0582.degrees latitude (g = 980.6199 gals.).
 AX0582
 AX0582.The modeled gravity was interpolated from observed gravity values.
 AX0582
 AX0582;                    North         East    Units  Estimated Accuracy
 AX0582;SPC TXSC     - 4,181,170.      799,590.      MT  (+/- 180 meters Scaled)
 AX0582
 AX0582                          SUPERSEDED SURVEY CONTROL
 AX0582
 AX0582  NGVD 29 (??/??/92)   75.335  (m)          247.16   (f) ADJ UNCH    1 1
 AX0582
 AX0582.Superseded values are not recommended for survey control.
 AX0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0582.See file dsdata.txt to determine how the superseded data were derived.
 AX0582
 AX0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT995598(NAD 83)
 AX0582_MARKER: DR = REFERENCE MARK DISK
 AX0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0582_STAMPING: HALLETTSVILLE NO 1 1943
 AX0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0582+STABILITY: SURFACE MOTION
 AX0582
 AX0582  HISTORY     - Date     Condition        Report By
 AX0582  HISTORY     - 1943     MONUMENTED       CGS
 AX0582  HISTORY     - 1972     GOOD             NGS
 AX0582  HISTORY     - 1990     GOOD             USPSQD
 AX0582  HISTORY     - 19970607 GOOD             USPSQD
 AX0582
 AX0582                          STATION DESCRIPTION
 AX0582
 AX0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0582'0.55 MI N FROM HALLETTSVILLE.
 AX0582'ABOUT 0.4 MILE NORTH ALONG FARM ROAD 957 FROM THE COURTHOUSE AT
 AX0582'HALLETTSVILLE, THENCE 0.15 MILE NORTH-NORTHEAST ALONG A PRIVATE ROAD
 AX0582'THRU A PECAN ORCHARD, NEAR THE GARDEN AND CULTURE CENTER BLDG, 118
 AX0582'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH FOR THE BUILDING,
 AX0582'77.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK LEADING TO
 AX0582'BUILDING, 39.3 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL FRAME
 AX0582'2-DOOR GARAGE, 91.1 FEET SOUTHWEST OF THE STATION MARK DESCRIBED, 32
 AX0582'FEET SOUTH OF THE SOUTHEAST CORNER POST FOR A CHAIN LINK FENCE, 162
 AX0582'FEET SOUTH OF HALLETTSVILLE RM 2, SET IN THE TOP OF A CONCRETE POST
 AX0582'FLUSH WITH THE LEVEL OF THE GROUND.
 AX0582
 AX0582                          STATION RECOVERY (1990)
 AX0582
 AX0582'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0582'RECOVERED IN GOOD CONDITION.
 AX0582
 AX0582                          STATION RECOVERY (1997)
 AX0582
 AX0582'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0585 ***********************************************************************
 AX0585  DESIGNATION -  HALLETTSVILLE RM 2
 AX0585  PID         -  AX0585
 AX0585  STATE/COUNTY-  TX/LAVACA
 AX0585  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0585
 AX0585                         *CURRENT SURVEY CONTROL
 AX0585  ___________________________________________________________________
 AX0585* NAD 83(1986)-  29 27 10.     (N)    096 56 32.     (W)     SCALED    
 AX0585* NAVD 88     -        76.209  (meters)     250.03   (feet)  ADJUSTED  
 AX0585  ___________________________________________________________________
 AX0585  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0585  DYNAMIC HT  -          76.101 (meters)     249.67  (feet)  COMP
 AX0585  MODELED GRAV-     979,233.9   (mgal)                       NAVD 88
 AX0585
 AX0585  VERT ORDER  -  FIRST     CLASS I
 AX0585
 AX0585.The horizontal coordinates were scaled from a topographic map and have
 AX0585.an estimated accuracy of +/- 6 seconds.
 AX0585
 AX0585.The orthometric height was determined by differential leveling
 AX0585.and adjusted by the National Geodetic Survey in June 1991..
 AX0585
 AX0585.The geoid height was determined by GEOID03.
 AX0585
 AX0585.The dynamic height is computed by dividing the NAVD 88
 AX0585.geopotential number by the normal gravity value computed on the
 AX0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0585.degrees latitude (g = 980.6199 gals.).
 AX0585
 AX0585.The modeled gravity was interpolated from observed gravity values.
 AX0585
 AX0585;                    North         East    Units  Estimated Accuracy
 AX0585;SPC TXSC     - 4,181,230.      799,590.      MT  (+/- 180 meters Scaled)
 AX0585
 AX0585                          SUPERSEDED SURVEY CONTROL
 AX0585
 AX0585  NGVD 29 (??/??/92)   76.201  (m)          250.00   (f) ADJ UNCH    1 1
 AX0585
 AX0585.Superseded values are not recommended for survey control.
 AX0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0585.See file dsdata.txt to determine how the superseded data were derived.
 AX0585
 AX0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT995599(NAD 83)
 AX0585_MARKER: DR = REFERENCE MARK DISK
 AX0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0585_STAMPING: HALLETTSVILLE NO 2 1943
 AX0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0585+STABILITY: SURFACE MOTION
 AX0585
 AX0585  HISTORY     - Date     Condition        Report By
 AX0585  HISTORY     - 1943     MONUMENTED       CGS
 AX0585  HISTORY     - 1972     GOOD             NGS
 AX0585  HISTORY     - 19970607 GOOD             USPSQD
 AX0585
 AX0585                          STATION DESCRIPTION
 AX0585
 AX0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0585'0.55 MI N FROM HALLETTSVILLE.
 AX0585'ABOUT 0.4 MILE NORTH ALONG FARM ROAD NO. 957 FROM THE COURTHOUSE AT
 AX0585'HALLETTSVILLE, THENCE 0.15 MILE NORTH-NORTHEAST ALONG A PRIVATE ROAD
 AX0585'THRU A PECAN ORCHARD, NEAR THE GARDEN AND CULTURE BUILDING, 55.3 FEET
 AX0585'EAST OF THE NORTHEAST CORNER OF THE BUILDING, 30.4 FEET NORTHEAST OF
 AX0585'THE NORTHEAST CORNER OF A CONCRETE WALK, 24.2 FEET EAST OF A CHAIN
 AX0585'LINK FENCE 7.3 FEET SOUTH OF A MESH FENCE AROUND A SMALL CHICKEN
 AX0585'HOUSE, 113.8 FEET NORTH-NORTHWEST OF THE STATION MARK DESCRIBED, 162.1
 AX0585'FEET NORTH OF RM 1 DESCRIBED, SET IN THE TOP OF A CONCRETE POST 1 INCH
 AX0585'BELOW THE LEVEL OF THE GROUND.
 AX0585
 AX0585                          STATION RECOVERY (1997)
 AX0585
 AX0585'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0933 ***********************************************************************
 CU0933  DESIGNATION -  HALLIBURTON CO RADIO MAST
 CU0933  PID         -  CU0933
 CU0933  STATE/COUNTY-  TX/TAYLOR
 CU0933  USGS QUAD   -  SHEP (1987)
 CU0933
 CU0933                         *CURRENT SURVEY CONTROL
 CU0933  ___________________________________________________________________
 CU0933* NAD 83(1993)-  32 13 27.53817(N)    100 02 38.80567(W)     ADJUSTED  
 CU0933* NAVD 88     -                                                        
 CU0933  ___________________________________________________________________
 CU0933  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CU0933  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CU0933
 CU0933  HORZ ORDER  -  THIRD
 CU0933
 CU0933.The horizontal coordinates were established by classical geodetic methods
 CU0933.and adjusted by the National Geodetic Survey in February 1996..
 CU0933
 CU0933
 CU0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0933
 CU0933.The geoid height was determined by GEOID03.
 CU0933
 CU0933;                    North         East     Units Scale Factor Converg.
 CU0933;SPC TXNC     - 2,062,908.864   454,457.014   MT  0.99997604   -0 50 31.7
 CU0933;SPC TXNC     - 6,768,060.16  1,490,997.72   sFT  0.99997604   -0 50 31.7
 CU0933;SPC TX C     - 3,283,588.520   727,265.575   MT  1.00010942   +0 08 56.3
 CU0933;SPC TX C     -10,772,906.67  2,386,037.14   sFT  1.00010942   +0 08 56.3
 CU0933;UTM  14      - 3,565,777.929   401,616.470   MT  0.99971936   -0 33 24.5
 CU0933
 CU0933                          SUPERSEDED SURVEY CONTROL
 CU0933
 CU0933  NAD 83(1986)-  32 13 27.54510(N)    100 02 38.79334(W) AD(       ) 4
 CU0933  NAD 27      -  32 13 27.07200(N)    100 02 37.45400(W) AD(       ) 3
 CU0933
 CU0933.Superseded values are not recommended for survey control.
 CU0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0933.See file dsdata.txt to determine how the superseded data were derived.
 CU0933
 CU0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0161665778(NAD 83)
 CU0933_MARKER: 42 = RADIO/TV MAST
 CU0933
 CU0933  HISTORY     - Date     Condition        Report By
 CU0933  HISTORY     - 1961     FIRST OBSERVED   CGS
 CU0933  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0933
 CU0933                          STATION DESCRIPTION
 CU0933
 CU0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0933'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS 12 MILES
 CU0933'SOUTHWEST OF VIEW, 7 MILES NORTHEAST OF SHEP AND ON THE
 CU0933'WEST SIDE OF U.S. HIGHWAY 277.  THIS MAST IS APPROXIMATELY
 CU0933'1 MILE NORTHEAST OF ANOTHER RADIO MAST.
 CU0933'
 CU0933'THE MAST IS A SLENDER SILVER COLORED STEEL STRUCTURE 150
 CU0933'FEET HIGH.
 CU0933
 CU0933                          STATION RECOVERY (1994)
 CU0933
 CU0933'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2085 ***********************************************************************
 AN2085  DESIGNATION -  HALLINAN
 AN2085  PID         -  AN2085
 AN2085  STATE/COUNTY-  TX/REFUGIO
 AN2085  USGS QUAD   -  TWIN MOTT LAKE (1978)
 AN2085
 AN2085                         *CURRENT SURVEY CONTROL
 AN2085  ___________________________________________________________________
 AN2085* NAD 83(1993)-  28 18 55.77276(N)    097 01 45.95145(W)     ADJUSTED  
 AN2085* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AN2085  ___________________________________________________________________
 AN2085  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AN2085  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN2085
 AN2085  HORZ ORDER  -  FIRST
 AN2085
 AN2085.The horizontal coordinates were established by classical geodetic methods
 AN2085.and adjusted by the National Geodetic Survey in February 1996..
 AN2085
 AN2085.The orthometric height was scaled from a topographic map.
 AN2085
 AN2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2085
 AN2085.The geoid height was determined by GEOID03.
 AN2085
 AN2085;                    North         East     Units Scale Factor Converg.
 AN2085;SPC TXSC     - 4,055,067.021   793,256.146   MT  1.00002016   +0 57 55.5
 AN2085;SPC TXSC     -13,303,999.05  2,602,541.21   sFT  1.00002016   +0 57 55.5
 AN2085;UTM  14      - 3,133,728.212   693,205.191   MT  1.00006072   +0 56 05.9
 AN2085
 AN2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2085!SPC TXSC     -   1.00000288  x   1.00002016  =   1.00002304
 AN2085!UTM  14      -   1.00000288  x   1.00006072  =   1.00006360
 AN2085
 AN2085:                Primary Azimuth Mark                     Grid Az
 AN2085:SPC TXSC     -  FAGAN                                    015 26 09.1
 AN2085:UTM  14      -  FAGAN                                    015 27 58.7
 AN2085
 AN2085|---------------------------------------------------------------------|
 AN2085| PID    Reference Object                     Distance      Geod. Az  |
 AN2085|                                                           dddmmss.s |
 AN2085| AN0446 FAGAN                               APPROX.19.4 KM 0162404.6 |
 AN2085| AN2337 TIVOLI LUTHERAN CHURCH SPIRE        APPROX.21.3 KM 0410127.5 |
 AN2085| AN2336 TIVOLI GIN CO TANK                  APPROX.21.1 KM 0414527.8 |
 AN2085| AN2323 AUSTWELL GIN CO TANK                APPROX.20.0 KM 0665823.5 |
 AN2085| CV4201 HALLINAN RM 1                                      0882513.4 |
 AN2085| CV4202 HALLINAN RM 2                        29.624 METERS 22142     |
 AN2085| AN2123 REFUGIO MUNICIPAL TANK              APPROX.23.9 KM 2653403.9 |
 AN2085|---------------------------------------------------------------------|
 AN2085
 AN2085                          SUPERSEDED SURVEY CONTROL
 AN2085
 AN2085  NAD 83(1986)-  28 18 55.78103(N)    097 01 45.93340(W) AD(       ) 1
 AN2085  NAD 27      -  28 18 54.75800(N)    097 01 44.96700(W) AD(       ) 1
 AN2085
 AN2085.Superseded values are not recommended for survey control.
 AN2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2085.See file dsdata.txt to determine how the superseded data were derived.
 AN2085
 AN2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9320533728(NAD 83)
 AN2085_MARKER: DS = TRIANGULATION STATION DISK
 AN2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2085
 AN2085  HISTORY     - Date     Condition        Report By
 AN2085  HISTORY     - 1931     MONUMENTED       CGS
 AN2085  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AN2085  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN2085
 AN2085                          STATION DESCRIPTION
 AN2085
 AN2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AN2085'ABOUT 15 MILES E OF REFUGIO AND 13 MILES SW OF TIVOLI, ON THE
 AN2085'HALLINAN RANCH, APPROXIMATELY 1.5 MILES W OF A BRIDGE NEAR
 AN2085'RANCH HOUSES WHICH ARE CONSPICUOUS BECAUSE OF THREE LARGE
 AN2085'SILOS JUST PAST A JOG IN THE ROAD, 308 FEET W OF A BOARD
 AN2085'GATE AT A POINT IN THE ROAD WHERE THERE ARE TWO WOODEN GATES
 AN2085'OPPOSITE EACH OTHER, 34 FEET N OF THE CENTER LINE OF THE ROAD,
 AN2085'AND 0.40 FOOT S OF THE N RIGHT-OF-WAY FENCE.
 AN2085'
 AN2085'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AN2085'DISKS SET IN CONCRETE.
 AN2085'SURFACE MARK PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 AN2085'
 AN2085'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES ABOVE THE GROUND,
 AN2085'IS 31 FEET S OF CENTER LINE OF ROAD, 0.8 FOOT N OF S
 AN2085'RIGHT-OF-WAY FENCE, AND APPROXIMATELY 0.2 MILE FROM STATION,
 AN2085'N 88 DEG 25 MIN E.
 AN2085'
 AN2085'REFERENCE MARK NO. 2 PROJECTS ABOUT 2 INCHES ABOVE GROUND,
 AN2085'IS 28 FEET S OF THE CENTERLINE OF ROAD, 0.7 FOOT S OF THE
 AN2085'S RIGHT-OF-WAY FENCE, AND 97.19 FEET FROM STATION S 41 DEG 42 MIN W.
 AN2085'
 AN2085'STATION REACHED FROM TIVOLI BY NEW STATE HIGHWAY S 5.5 MILES
 AN2085'TO DIRT ROAD LEADING TO RIGHT.  FOLLOWING THIS DIRT ROAD,
 AN2085'THE OLD REFUGIO ROAD, 9.3 MILES TO STATION.
 AN2085
 AN2085                          STATION RECOVERY (1952)
 AN2085
 AN2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AN2085'ALL MARKS HAVE BEEN DESTROYED BY THE NEW EAST AND WEST ROAD.
 AN2085'THE MARKS LIE ON TOP OF GROUND IN RIGHT-OF-WAY FENCE LINE.
 AN2085'A NEW STATION HALLINAN 2 1952 WAS ESTABLISHED.
 AN2085
 AN2085                          STATION RECOVERY (1999)
 AN2085
 AN2085'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2084 ***********************************************************************
 AN2084  DESIGNATION -  HALLINAN 2
 AN2084  PID         -  AN2084
 AN2084  STATE/COUNTY-  TX/REFUGIO
 AN2084  USGS QUAD   -  TWIN MOTT LAKE (1978)
 AN2084
 AN2084                         *CURRENT SURVEY CONTROL
 AN2084  ___________________________________________________________________
 AN2084* NAD 83(1993)-  28 18 56.23198(N)    097 01 41.64593(W)     ADJUSTED  
 AN2084* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AN2084  ___________________________________________________________________
 AN2084  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AN2084  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN2084
 AN2084  HORZ ORDER  -  SECOND
 AN2084
 AN2084.The horizontal coordinates were established by classical geodetic methods
 AN2084.and adjusted by the National Geodetic Survey in February 1996..
 AN2084
 AN2084.The orthometric height was scaled from a topographic map.
 AN2084
 AN2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2084
 AN2084.The geoid height was determined by GEOID03.
 AN2084
 AN2084;                    North         East     Units Scale Factor Converg.
 AN2084;SPC TXSC     - 4,055,083.133   793,373.187   MT  1.00002012   +0 57 57.6
 AN2084;SPC TXSC     -13,304,051.91  2,602,925.20   sFT  1.00002012   +0 57 57.6
 AN2084;UTM  14      - 3,133,744.262   693,322.246   MT  1.00006128   +0 56 08.0
 AN2084
 AN2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2084!SPC TXSC     -   1.00000288  x   1.00002012  =   1.00002300
 AN2084!UTM  14      -   1.00000288  x   1.00006128  =   1.00006416
 AN2084
 AN2084:                Primary Azimuth Mark                     Grid Az
 AN2084:SPC TXSC     -  HALLINAN 2 AZ MK                         084 40 28.8
 AN2084:UTM  14      -  HALLINAN 2 AZ MK                         084 42 18.4
 AN2084
 AN2084|---------------------------------------------------------------------|
 AN2084| PID    Reference Object                     Distance      Geod. Az  |
 AN2084|                                                           dddmmss.s |
 AN2084| CV4203 HALLINAN 2 AZ MK                                   0853826.4 |
 AN2084| CV4204 HALLINAN 2 RM 3                      32.211 METERS 15121     |
 AN2084| AN1291 T 602                                27.187 METERS 26227     |
 AN2084|---------------------------------------------------------------------|
 AN2084
 AN2084                          SUPERSEDED SURVEY CONTROL
 AN2084
 AN2084  NAD 83(1986)-  28 18 56.24136(N)    097 01 41.62772(W) AD(       ) 2
 AN2084  NAD 27      -  28 18 55.21600(N)    097 01 40.66600(W) AD(       ) 2
 AN2084
 AN2084.Superseded values are not recommended for survey control.
 AN2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2084.See file dsdata.txt to determine how the superseded data were derived.
 AN2084
 AN2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9332233744(NAD 83)
 AN2084_MARKER: DS = TRIANGULATION STATION DISK
 AN2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2084
 AN2084  HISTORY     - Date     Condition        Report By
 AN2084  HISTORY     - 1952     MONUMENTED       CGS
 AN2084  HISTORY     - 19990726 POOR             USPSQD
 AN2084
 AN2084                          STATION DESCRIPTION
 AN2084
 AN2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2084'THE STATION IS LOCATED ABOUT 15.15 MILES EAST OF REFUGIO,
 AN2084'ON THE NORTH RIGHT-OF-WAY OF FARM ROAD 774.
 AN2084'
 AN2084'TO REACH FROM THE REFUGIO COUNTY COURT HOUSE IN REFUGIO,
 AN2084'GO EAST ON FARM ROAD 774 FOR 15.15 MILES TO A CROSS ROAD
 AN2084'AND THE STATION SITE ON THE LEFT, NORTH SIDE OF ROAD.
 AN2084'
 AN2084'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 AN2084'CONCRETE POST.  THE MARK IS STAMPED HALLINAN 2 1952, AND IT
 AN2084'PROJECTS 6 INCHES.  THE MARK IS LOCATED 75 FEET EAST OF THE
 AN2084'EAST END OF A METAL GATE.  49 FEET NORTH OF THE CENTER OF
 AN2084'FARM ROAD 774.  12 FEET EAST-SOUTHEAST OF A WHITE WITNESS POST.
 AN2084'AND 3 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE.
 AN2084'
 AN2084'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 AN2084'CONCRETE POST.  THE MARK IS STAMPED HALLINAN NO 3 1952, AND
 AN2084'IT PROJECTS 4 INCHES.  THE MARK IS LOCATED 50 FEET SOUTH OF
 AN2084'THE CENTER OF FARM ROAD 774, AND 2 FEET NORTH OF THE SOUTH
 AN2084'RIGHT-OF-WAY FENCE LINE.
 AN2084'
 AN2084'REFERENCE MARK NO. 4 IS A STANDARD BENCH MARK DISK SET IN
 AN2084'A DRILL HOLE IN A CONCRETE ABUTMENT.  THE MARK IS STAMPED
 AN2084'T 602 1942.  THE MARK IS LOCATED IN THE NORTH END OF THE WEST
 AN2084'ABUTMENT OF A CONCRETE CULVERT.  45 FEET NORTH OF THE CENTER
 AN2084'OF FARM ROAD 774.  AND 7 FEET SOUTH OF THE WEST END OF A
 AN2084'METAL GATE.
 AN2084'
 AN2084'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 AN2084'CONCRETE POST.  THE MARK IS STAMPED HALLINAN 2 1952, AND
 AN2084'IT PROJECTS 6 INCHES.  THE MARK IS LOCATED 0.4 MILE EAST
 AN2084'OF THE STATION.  50 FEET NORTH OF THE CENTER OF FARM ROAD
 AN2084'774.  2-1/2 FEET EAST OF A WHITE WITNESS POST.  AND 2 FEET
 AN2084'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE.
 AN2084'
 AN2084'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FARM
 AN2084'ROAD 774 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH
 AN2084'SIDE OF ROAD.
 AN2084'
 AN2084'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AN2084
 AN2084                          STATION RECOVERY (1999)
 AN2084
 AN2084'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN2084'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1191 ***********************************************************************
 CR1191  DESIGNATION -  HALLSVILLE
 CR1191  PID         -  CR1191
 CR1191  STATE/COUNTY-  TX/HARRISON
 CR1191  USGS QUAD   -  HALLSVILLE (1961)
 CR1191
 CR1191                         *CURRENT SURVEY CONTROL
 CR1191  ___________________________________________________________________
 CR1191* NAD 83(1993)-  32 30 21.47854(N)    094 34 37.30201(W)     ADJUSTED  
 CR1191* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 CR1191  ___________________________________________________________________
 CR1191  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 CR1191  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR1191
 CR1191  HORZ ORDER  -  FIRST
 CR1191
 CR1191.The horizontal coordinates were established by classical geodetic methods
 CR1191.and adjusted by the National Geodetic Survey in February 1996..
 CR1191
 CR1191.The orthometric height was scaled from a topographic map.
 CR1191
 CR1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1191
 CR1191.The geoid height was determined by GEOID03.
 CR1191
 CR1191;                    North         East     Units Scale Factor Converg.
 CR1191;SPC TXNC     - 2,099,952.264   968,527.807   MT  0.99991766   +2 08 22.4
 CR1191;SPC TXNC     - 6,889,593.39  3,177,578.31   sFT  0.99991766   +2 08 22.4
 CR1191;UTM  15      - 3,597,616.259   351,857.085   MT  0.99987063   -0 50 51.5
 CR1191
 CR1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1191!SPC TXNC     -   0.99998437  x   0.99991766  =   0.99990203
 CR1191!UTM  15      -   0.99998437  x   0.99987063  =   0.99985500
 CR1191
 CR1191|---------------------------------------------------------------------|
 CR1191| PID    Reference Object                     Distance      Geod. Az  |
 CR1191|                                                           dddmmss.s |
 CR1191| CX5950 HALLSVILLE RM 1                      23.389 METERS 04546     |
 CR1191| CR1193 HALLSVILLE MUNICIPAL TANK           193.200 METERS 10402     |
 CR1191| CX5949 HALLSVILLE AZ MK                                   1990635.3 |
 CR1191| CR1148 LONGVIEW LE TOURNEAU TECH STK       APPROX.14.8 KM 2520225.9 |
 CR1191| CR1145 LONGVIEW LE TOURNEAU TECH TANK      APPROX.14.5 KM 2532723.6 |
 CR1191| CR1146 LONGVIEW MUNICIPAL TANK             APPROX.13.4 KM 2590550.6 |
 CR1191| CX5951 HALLSVILLE RM 2                      41.599 METERS 28554     |
 CR1191|---------------------------------------------------------------------|
 CR1191
 CR1191                          SUPERSEDED SURVEY CONTROL
 CR1191
 CR1191  NAD 83(1986)-  32 30 21.48676(N)    094 34 37.29067(W) AD(       ) 1
 CR1191  NAD 27      -  32 30 20.95040(N)    094 34 36.55480(W) AD(       ) 1
 CR1191
 CR1191.Superseded values are not recommended for survey control.
 CR1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1191.See file dsdata.txt to determine how the superseded data were derived.
 CR1191
 CR1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR5185797616(NAD 83)
 CR1191_MARKER: DS = TRIANGULATION STATION DISK
 CR1191_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CR1191
 CR1191  HISTORY     - Date     Condition        Report By
 CR1191  HISTORY     - 1950     MONUMENTED       CGS
 CR1191  HISTORY     - 1956     GOOD             CGS
 CR1191  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 CR1191
 CR1191                          STATION DESCRIPTION
 CR1191
 CR1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1191'THE STATION IS LOCATED IN THE NORTH PART OF HALLSVILLE, NEAR
 CR1191'A TWO STORY BUILDING NOW USED AS THE MASONIC LODGE HALL.
 CR1191'IT IS 87 FEET WEST OF THE NORTHWEST CORNER-OF THE BUILDING,
 CR1191'50 FEET SOUTH OF THE NORTH BOUNDRY FENCE AND 49 FEET SOUTH
 CR1191'OF A WITNESS POST.  THE MARK IS 6 INCHES BELOW THE SURFACE
 CR1191'OF THE GROUND AND THE DISK IS STAMPED HALLSVILLE 1950.
 CR1191'
 CR1191'REFERENCE MARK NO. 1 IS 59 FEET NORTHWEST OF THE NORTHWEST CORNER
 CR1191'OF THE HALL AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS
 CR1191'3 INCHES AND THE DISK IS STAMPED HALLSVILLE NO 1 1950.
 CR1191'
 CR1191'REFERENCE MARK NO. 2 IS 29 FEET EAST OF THE CENTERLINE OF THE
 CR1191'ROAD AND 2 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS
 CR1191'4 INCHES AND THE DISK IS STAMPED HALLSVILLE NO 2 1950.
 CR1191'
 CR1191'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHWEST OF THE STATION,
 CR1191'10 FEET NORTH OF A 2 FOOT PINE TREE, 2 FEET NORTH OF A WITNESS
 CR1191'POST AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES
 CR1191'AND THE DISK IS STAMPED HALLSVILLE 1950.
 CR1191'
 CR1191'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND U.S.
 CR1191'HIGHWAY 80 IN HALLSVILLE, GO WEST ON HIGHWAY 80 0.2 MILE
 CR1191'TO A SIDE STREET RIGHT, TURN RIGHT 0.1 MILE TO THE ENTRANCE
 CR1191'TO A TWO STORY BUILDING ON THE RIGHT, TURN RIGHT APPROXIMATELY
 CR1191'200 FEET AND THE STATION AS DESCRIBED.
 CR1191'
 CR1191'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1 MILE
 CR1191'TO HIGHWAY 80, TURN RIGHT ON HIGHWAY 80 0.05 MILE TO A SIDE
 CR1191'ROAD LEFT, TURN LEFT ACROSS RAILROAD 0.05 MILE TO A TRACK
 CR1191'ROAD LEFT (SOUTH), TURN LEFT 0.05 MILE TO THE MARK ON THE RIGHT.
 CR1191'A 77 FT. SIGNAL AT HARRISON IS V.G.
 CR1191'
 CR1191'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CR1191
 CR1191                          STATION RECOVERY (1956)
 CR1191
 CR1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1191'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 CR1191'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CR1191'FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
 CR1191
 CR1191                          STATION RECOVERY (2001)
 CR1191
 CR1191'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CR1191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1193 ***********************************************************************
 CR1193  DESIGNATION -  HALLSVILLE MUNICIPAL TANK
 CR1193  PID         -  CR1193
 CR1193  STATE/COUNTY-  TX/HARRISON
 CR1193  USGS QUAD   -  HALLSVILLE (1961)
 CR1193
 CR1193                         *CURRENT SURVEY CONTROL
 CR1193  ___________________________________________________________________
 CR1193* NAD 83(1993)-  32 30 19.95731(N)    094 34 30.12159(W)     ADJUSTED  
 CR1193* NAVD 88     -                                                        
 CR1193  ___________________________________________________________________
 CR1193  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 CR1193  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR1193
 CR1193  HORZ ORDER  -  THIRD
 CR1193
 CR1193.The horizontal coordinates were established by classical geodetic methods
 CR1193.and adjusted by the National Geodetic Survey in February 1996..
 CR1193
 CR1193
 CR1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1193
 CR1193.The geoid height was determined by GEOID03.
 CR1193
 CR1193;                    North         East     Units Scale Factor Converg.
 CR1193;SPC TXNC     - 2,099,912.439   968,716.841   MT  0.99991773   +2 08 26.4
 CR1193;SPC TXNC     - 6,889,462.73  3,178,198.50   sFT  0.99991773   +2 08 26.4
 CR1193;UTM  15      - 3,597,566.639   352,043.778   MT  0.99986995   -0 50 47.6
 CR1193
 CR1193                          SUPERSEDED SURVEY CONTROL
 CR1193
 CR1193  NAD 83(1986)-  32 30 19.96556(N)    094 34 30.11028(W) AD(       ) 4
 CR1193  NAD 27      -  32 30 19.42900(N)    094 34 29.37600(W) AD(       ) 3
 CR1193
 CR1193.Superseded values are not recommended for survey control.
 CR1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1193.See file dsdata.txt to determine how the superseded data were derived.
 CR1193
 CR1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR5204497567(NAD 83)
 CR1193_MARKER: 51 = TANK
 CR1193
 CR1193  HISTORY     - Date     Condition        Report By
 CR1193  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1193  HISTORY     - 20010811 GOOD             USPSQD
 CR1193
 CR1193                          STATION DESCRIPTION
 CR1193
 CR1193'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0629 ***********************************************************************
 EO0629  DESIGNATION -  HALSELL
 EO0629  PID         -  EO0629
 EO0629  STATE/COUNTY-  TX/BAILEY
 EO0629  USGS QUAD   -  MULESHOE (1980)
 EO0629
 EO0629                         *CURRENT SURVEY CONTROL
 EO0629  ___________________________________________________________________
 EO0629* NAD 83(1993)-  34 13 18.71695(N)    102 40 20.08637(W)     ADJUSTED  
 EO0629* NAVD 88     -      1160.0    (meters)    3806.     (feet)  VERTCON   
 EO0629  ___________________________________________________________________
 EO0629  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 EO0629  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 EO0629
 EO0629  HORZ ORDER  -  FIRST
 EO0629
 EO0629.The horizontal coordinates were established by classical geodetic methods
 EO0629.and adjusted by the National Geodetic Survey in February 1996..
 EO0629
 EO0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0629
 EO0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0629
 EO0629.The geoid height was determined by GEOID03.
 EO0629
 EO0629;                    North         East     Units Scale Factor Converg.
 EO0629;SPC TXNC     - 2,291,002.215   215,622.792   MT  1.00008118   -2 16 31.9
 EO0629;SPC TXNC     - 7,516,396.43    707,422.44   sFT  1.00008118   -2 16 31.9
 EO0629;SPC TX N     - 1,025,254.938    91,973.498   MT  1.00012672   -0 40 45.7
 EO0629;SPC TX N     - 3,363,690.58    301,749.72   sFT  1.00012672   -0 40 45.7
 EO0629;UTM  13      - 3,789,206.915   714,424.380   MT  1.00016679   +1 18 34.7
 EO0629
 EO0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0629!SPC TXNC     -   0.99982177  x   1.00008118  =   0.99990294
 EO0629!SPC TX N     -   0.99982177  x   1.00012672  =   0.99994847
 EO0629!UTM  13      -   0.99982177  x   1.00016679  =   0.99998853
 EO0629
 EO0629:                Primary Azimuth Mark                     Grid Az
 EO0629:SPC TXNC     -  HALSELL RM 3 AZIMUTH                     006 41 37.8
 EO0629:SPC TX N     -  HALSELL RM 3 AZIMUTH                     005 05 51.6
 EO0629:UTM  13      -  HALSELL RM 3 AZIMUTH                     003 06 31.2
 EO0629
 EO0629|---------------------------------------------------------------------|
 EO0629| PID    Reference Object                     Distance      Geod. Az  |
 EO0629|                                                           dddmmss.s |
 EO0629| CJ7384 HALSELL RM 3 AZIMUTH                               0042505.9 |
 EO0629| CJ6561 HALSELL AZ MK                                      1863947.0 |
 EO0629| CJ6562 HALSELL AZ MK 2                                    1992857.2 |
 EO0629| CJ6563 HALSELL RM 1                         38.028 METERS 21612     |
 EO0629| EO0635 MULESHOE CABLE TV MAST              APPROX. 5.3 KM 2631239.7 |
 EO0629| EO0632 MULESHOE BAILEY ELEC MAST           APPROX. 4.5 KM 2671037.0 |
 EO0629| EO0633 MULESHOE S MUNICIPAL TANK           APPROX. 4.6 KM 2680532.3 |
 EO0629| CJ6564 HALSELL RM 2                         40.136 METERS 33108     |
 EO0629|---------------------------------------------------------------------|
 EO0629
 EO0629                          SUPERSEDED SURVEY CONTROL
 EO0629
 EO0629  NAD 83(1993)-  34 13 18.71837(N)    102 40 20.08458(W) AD(       ) 1
 EO0629  NAD 83(1986)-  34 13 18.72613(N)    102 40 20.07976(W) AD(       ) 1
 EO0629  NAD 27      -  34 13 18.44300(N)    102 40 18.30400(W) AD(       ) 1
 EO0629  NGVD 29 (07/19/86) 1159.4    (m)         3804.     (f) VERT ANG       
 EO0629
 EO0629.Superseded values are not recommended for survey control.
 EO0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0629.See file dsdata.txt to determine how the superseded data were derived.
 EO0629
 EO0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT1442489207(NAD 83)
 EO0629_MARKER: DS = TRIANGULATION STATION DISK
 EO0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0629+SATELLITE: SATELLITE OBSERVATIONS - 1986
 EO0629
 EO0629  HISTORY     - Date     Condition        Report By
 EO0629  HISTORY     - 1934     MONUMENTED       CGS
 EO0629  HISTORY     - 1938     GOOD             TXHD
 EO0629  HISTORY     - 1959     GOOD             CGS
 EO0629  HISTORY     - 1962     GOOD             USGS
 EO0629  HISTORY     - 1967     GOOD             CGS
 EO0629  HISTORY     - 1975     GOOD             NGS
 EO0629  HISTORY     - 1978     GOOD             DMA
 EO0629  HISTORY     - 1986     GOOD
 EO0629
 EO0629                          STATION DESCRIPTION
 EO0629
 EO0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0629'STATION IS ABOUT 2-1/2 MILES E OF MULESHOE, NEAR THE SW
 EO0629'CORNER OF LEAGUE 623, ABOUT 1-3/4 MILES N OF STATE HIGHWAY
 EO0629'7, ON THE HIGHEST SAND HILL IN THE VICINITY.  THE MARK PROJECTS
 EO0629'5 INCHES.
 EO0629'
 EO0629'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0629'BRONZE DISKS SET IN CONCRETE.
 EO0629'
 EO0629'REFERENCE MARK NO. 1 IS SSW OF THE STATION NEAR THE TOP OF
 EO0629'THE RIDGE, AND PROJECTS 5 INCHES.
 EO0629'
 EO0629'REFERENCE MARK NO. 2 IS NNW OF THE STATION ON THE NORTHERN
 EO0629'SLOPE OF THE HILL AND PROJECTS 5 INCHES.
 EO0629'
 EO0629'AZIMUTH MARK IS ABOUT 0.6 MILE S OF THE STATION, 115 FEET
 EO0629'W OF THE CENTER OF THE TRAIL AND 7 FEET W OF AN IRON PIPE
 EO0629'WHICH PROJECTS 18 INCHES.  THE MARK PROJECTS 6 INCHES.
 EO0629'
 EO0629'STATION IS REACHED FROM MULESHOE BY GOING SOUTHEASTERLY ON
 EO0629'STATE HIGHWAY 7, 2.5 MILES.  TURN OFF THE HIGHWAY TO THE N,
 EO0629'CROSS THE RAILROAD, AND PASS THROUGH TWO STEEL GATES, GO
 EO0629'NORTHEASTERLY ON A TRAIL 1.2 MILES.  (THE AZIMUTH MARK IS ON
 EO0629'THE W SIDE OF THE TRAIL AT THIS POINT.) TURN OFF TO THE
 EO0629'LEFT AND GO ALMOST DUE N, 0.6 MILE TO THE TOP OF THE HILL
 EO0629'AND THE STATION.
 EO0629'
 EO0629'A 25-FOOT TOWER WAS ERECTED.
 EO0629
 EO0629                          STATION RECOVERY (1938)
 EO0629
 EO0629'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0629'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED
 EO0629'IN GOOD CONDITION.
 EO0629
 EO0629                          STATION RECOVERY (1959)
 EO0629
 EO0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LES)
 EO0629'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EO0629'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 EO0629'TO STATION SITE ARE CORRECT.
 EO0629
 EO0629                          STATION RECOVERY (1962)
 EO0629
 EO0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EO0629'TO REACH THE STATION FROM THE COUNTY COURT HOUSE IN MULESHOE,
 EO0629'GO NORTH AND EAST ON U.S. HWY 70 3.7 MILES TO A X-ROADS,
 EO0629'TURN SOUTH ON GRADED ROAD, GO 0.9 MILE TO A HIGH TOP WHICH
 EO0629'LIES WEST OF THE GRADED ROAD.  STATION IS ON HIGHEST POINT
 EO0629'OF THIS TOP AND ABOUT 150 FT WEST OF THE ROAD.
 EO0629
 EO0629                          STATION RECOVERY (1967)
 EO0629
 EO0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 EO0629'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 EO0629'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.  A NEW
 EO0629'AZIMUTH MARK WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--THE STATION
 EO0629'IS ABOUT 2-1/2 MILES EAST OF MULESHOE, ON THE HIGHEST PART OF A SAND
 EO0629'HILL.
 EO0629'
 EO0629'TO REACH THE STATION FROM THE BAILEY COURTHOUSE IN MULESHOE, GO NORTH
 EO0629'0.2 MILE TO U. S. HIGHWAY 84.  TURN RIGHT, EAST, GO 2.55 MILES ALONG
 EO0629'U. S. HIGHWAY 84 TO A DIRT ROAD ON THE LEFT.  TURN LEFT ACROSS THE
 EO0629'RAILROAD TRACKS, GO NORTH 0.7 MILE TO A CROSSROAD.  TURN RIGHT,
 EO0629'EAST, GO 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 EO0629'FOR 0.25 MILE TO A T-ROAD JUNCTION, TURN LEFT, NORTH, GO 0.65 MILE
 EO0629'TO SUMMIT OF THE ROAD AND THE STATION ABOUT 100 YARDS TO THE LEFT.
 EO0629'
 EO0629'STATION MARK, A STANDARD DISK, STAMPED HALSELL 1934, IS SET IN A
 EO0629'12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS 10 INCHES ABOVE THE
 EO0629'SURFACE OF GROUND.  IT IS 228 FEET NORTH OF AN EAST-WEST FENCE
 EO0629'LINE, AND 182 FEET WEST OF A NORTH-SOUTH ROAD.
 EO0629'
 EO0629'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED HALSELL NO 1 1934, IS
 EO0629'SET IN A 12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS 4 INCHES
 EO0629'ABOVE THE SURFACE OF GROUND.  IT IS ON THE SOUTH SLOPE OF HILL ABOUT
 EO0629'6 FEET LOWER THAN THE STATION MARK.
 EO0629'
 EO0629'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED HALSELL NO 2 1934, IS
 EO0629'SET IN A 12 INCH X 12 INCH CONCRETE POST WHICH PROJECTS 8 INCHES
 EO0629'ABOVE THE SURFACE OF GROUND.  IT IS ON THE NORTH SLOPE OF THE HILL
 EO0629'ABOUT 10 FEET LOWER THAN THE STATION MARK.
 EO0629'
 EO0629'AZIMUTH MARK, A STANDARD DISK, STAMPED HALSELL 1934 AZ 2 1967, IS SET
 EO0629'IN A 12 INCH X 12 INCH CONCRETE POST WHICH IS SET ABOUT LEVEL WITH
 EO0629'THE SURFACE OF ROAD.  THE MARK IS AT THE WEST EDGE OF A SAND DUNE.
 EO0629'IT IS 17 FEET NORTH OF THE CENTER LINE OF ROAD, 28 FEET EAST OF THE
 EO0629'CENTER OF A FIELD ROAD, 56 FEET NORTHEAST OF A POWER LINE POLE, AND
 EO0629'1 FOOT WEST OF A METAL WITNESS POST.
 EO0629'
 EO0629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES EAST.
 EO0629
 EO0629                          STATION RECOVERY (1975)
 EO0629
 EO0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0629'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 EO0629'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  REFERENCE
 EO0629'MARK 3 WAS ESTABLISHED AND WILL SERVE AS THE AZIMUTH MARK.
 EO0629'THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 2
 EO0629'CHECKED THE 1934 DATA ADEQUATELY.  THESE WERE SLOPE DISTANCES.
 EO0629'THEY WERE REMEASURED AND COMPUTED FROM SLOPE MEASUREMENTS
 EO0629'TO GEODETIC DISTANCES.  FOLLOWING IS A NEW DESCRIPTION.
 EO0629'
 EO0629'THE STATION IS ABOUT 2-1/2 MILES EAST OF MULESHOE, ON A
 EO0629'LOW, PROMINENT HILL AND ON PROPERTY OF AL COUCG OF LUBBOCK.
 EO0629'PHONE NUMBER IS 806-799-5881.
 EO0629'
 EO0629'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 84 IN
 EO0629'MULESHOE, GO EASTERLY ON HIGHWAY 70 FOR 3.1 MILES TO A GRADED
 EO0629'CROSSROAD AND REFERENCE MARK 3 IN THE SOUTHEAST QUADRANT OF
 EO0629'THE INTERSECTION.  TURN RIGHT AND GO SOUTH ON GRADED ROAD
 EO0629'FOR 0.75 MILE TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 EO0629'THE GATE, THEN TURN LEFT AND GO SOUTH FOR 0.1 MILE TO THE
 EO0629'HIGHEST PART OF THE HILL AND THE STATION.
 EO0629'
 EO0629'THE STATION MARK IS A STANDARD DISK, STAMPED HALSELL 1934,
 EO0629'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EO0629'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 185 FEET WEST
 EO0629'OF A FENCE.  UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 EO0629'CONCRETE.
 EO0629'
 EO0629'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HALSELL NO 1
 EO0629'1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EO0629'THAT PROJECTS 6 INCHES AND IS SET ON THE SOUTHWEST SLOPE
 EO0629'OF THE HILL ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.
 EO0629'
 EO0629'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HALSELL NO 2
 EO0629'1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EO0629'THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS ON THE NORTH
 EO0629'SLOPE OF THE HILL AND ABOUT 8 FEET LOWER THAN THE STATION.
 EO0629'
 EO0629'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HALSELL 1934
 EO0629'NO 3 1974 AZ, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EO0629'MONUMENT THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS
 EO0629'92.5 FEET SOUTH OF THE CENTER OF HIGHWAY 70, 47 FEET EAST
 EO0629'OF THE CENTER OF THE GRADED ROAD, 3 FEET SOUTH OF A POWER
 EO0629'LINE POLE AND 2.5 FEET NORTH OF A WITNESS POST.
 EO0629'
 EO0629'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 EO0629'
 EO0629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 EO0629'EAST OF MULESHOE.
 EO0629
 EO0629                          STATION RECOVERY (1978)
 EO0629
 EO0629'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (ODJ)
 EO0629'HALSELL 1934 RECOVERED GOOD.
 EO0629'
 EO0629'HALSELL NO 1 1934 RECOVERED GOOD.
 EO0629'
 EO0629'HALSELL AZ RM NO 3 1974 RECOVERED GOOD.
 EO0629'
 EO0629'TO REACH BY USGS, 1962 GOOD.
 EO0629'
 EO0629'DISTANCE AND DIRECTION FROM NEAREST TOWN--MULESHOE, ABOUT 2.5 MILES
 EO0629'EAST OF.
 EO0629
 EO0629                          STATION RECOVERY (1986)
 EO0629
 EO0629'RECOVERED 1986
 EO0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2639 ***********************************************************************
 CS2639  DESIGNATION -  HALSEY 2
 CS2639  PID         -  CS2639
 CS2639  STATE/COUNTY-  TX/NAVARRO
 CS2639  USGS QUAD   -  KERENS (1981)
 CS2639
 CS2639                         *CURRENT SURVEY CONTROL
 CS2639  ___________________________________________________________________
 CS2639* NAD 83(1993)-  32 08 33.48672(N)    096 09 42.39902(W)     ADJUSTED  
 CS2639* NAVD 88     -       114.88   (+/-2cm)     376.9    (feet)  VERTCON   
 CS2639  ___________________________________________________________________
 CS2639  X           -    -580,230.746 (meters)                     COMP
 CS2639  Y           -  -5,374,505.830 (meters)                     COMP
 CS2639  Z           -   3,373,881.839 (meters)                     COMP
 CS2639  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CS2639  ELLIP HEIGHT-          89.59  (meters)          (02/16/96) GPS OBS
 CS2639  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS2639
 CS2639  HORZ ORDER  -  THIRD
 CS2639  VERT ORDER  -  THIRD ? (See Below)
 CS2639  ELLP ORDER  -  FIFTH     CLASS I
 CS2639
 CS2639.The horizontal coordinates were established by classical geodetic methods
 CS2639.and adjusted by the National Geodetic Survey in February 1996..
 CS2639.No horizontal observational check was made to the station.
 CS2639
 CS2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2639.The vertical order pertains to the NGVD 29 superseded value.
 CS2639
 CS2639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2639
 CS2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2639
 CS2639.The ellipsoidal height was determined by GPS observations
 CS2639.and is referenced to NAD 83.
 CS2639
 CS2639.The geoid height was determined by GEOID03.
 CS2639
 CS2639;                    North         East     Units Scale Factor Converg.
 CS2639;SPC TXNC     - 2,055,236.663   820,584.484   MT  0.99999744   +1 16 30.9
 CS2639;SPC TXNC     - 6,742,888.95  2,692,200.93   sFT  0.99999744   +1 16 30.9
 CS2639;UTM  14      - 3,559,775.493   767,717.299   MT  1.00048398   +1 30 39.3
 CS2639
 CS2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2639!SPC TXNC     -   0.99998593  x   0.99999744  =   0.99998337
 CS2639!UTM  14      -   0.99998593  x   1.00048398  =   1.00046991
 CS2639
 CS2639:                Primary Azimuth Mark                     Grid Az
 CS2639:SPC TXNC     -  HALSEY AZ                                080 07 43.6
 CS2639:UTM  14      -  HALSEY AZ                                079 53 35.2
 CS2639
 CS2639|---------------------------------------------------------------------|
 CS2639| PID    Reference Object                     Distance      Geod. Az  |
 CS2639|                                                           dddmmss.s |
 CS2639| CS0686 HALSEY AZ                           APPROX. 0.8 KM 0812414.5 |
 CS2639| CY2055 HALSEY 2 RM 3                        16.869 METERS 08412     |
 CS2639| CS2642 KERENS MUNICIPAL TANK               APPROX. 6.2 KM 2572103.2 |
 CS2639| CS0690 HALSEY RM 2                          14.735 METERS 25912     |
 CS2639| CS0688 HALSEY                               27.418 METERS 34509     |
 CS2639|---------------------------------------------------------------------|
 CS2639
 CS2639                          SUPERSEDED SURVEY CONTROL
 CS2639
 CS2639  ELLIP H (01/21/93)   89.38   (m)                       GP(       ) 4 2
 CS2639  NAD 83(1986)-  32 08 33.49323(N)    096 09 42.38244(W) AD(       ) 3
 CS2639  NAD 27      -  32 08 32.94359(N)    096 09 41.47685(W) AD(       ) 3
 CS2639  NGVD 29 (07/19/86)  114.88   (m)          376.9    (f) LEVELING    3  
 CS2639
 CS2639.Superseded values are not recommended for survey control.
 CS2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2639.See file dsdata.txt to determine how the superseded data were derived.
 CS2639
 CS2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6771759775(NAD 83)
 CS2639_MARKER: DH = HORIZONTAL CONTROL DISK
 CS2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2639_SP_SET: SQUARE CONCRETE MONUMENT
 CS2639_STAMPING: HALSEY 2 1968
 CS2639_MARK LOGO: CGS   
 CS2639_MAGNETIC: N = NO MAGNETIC MATERIAL
 CS2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2639+STABILITY: SURFACE MOTION
 CS2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2639+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 CS2639
 CS2639  HISTORY     - Date     Condition        Report By
 CS2639  HISTORY     - 1968     MONUMENTED       CGS
 CS2639  HISTORY     - 1968     GOOD             CGS
 CS2639  HISTORY     - 19880225 GOOD             NGS
 CS2639
 CS2639                          STATION DESCRIPTION
 CS2639
 CS2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CS2639'THE STATION IS LOCATED ABOUT 4 MILES EAST OF KERNES, 3-1/2
 CS2639'MILES WEST OF THE TRINITY RIVER, AND ON THE SOUTH RIGHT-OF-WAY OF
 CS2639'STATE HIGHWAY 31.
 CS2639'
 CS2639'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31
 CS2639'AND 309 IN KERENS, GO EASTERLY ON STATE HIGHWAY 31 FOR 3.9
 CS2639'MILES TO THE STATION ON THE RIGHT.
 CS2639'
 CS2639'STATION MARKS ARE STANDARD DISKS STAMPED HALSEY 2 1968.  THE
 CS2639'SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CS2639'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 48 FEET SOUTH
 CS2639'OF THE EAST BOUND LAND OF STATE HIGHWAY 31, 10 FEET EAST-NORTHEAST
 CS2639'OF A CONCRETE RIGHT-OF-WAY POST, 2 FEET NORTH OF A FENCE,
 CS2639'AND 2 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND
 CS2639'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3
 CS2639'FEET BELOW THE SURFACE OF THE GROUND.
 CS2639'
 CS2639'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HALSEY NO. 2 1947,
 CS2639'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 CS2639'1 INCH.  IT IS 51 FEET SOUTH OF THE EAST BOUND LANE OF STATE
 CS2639'HIGHWAY 31, 12 FEET EAST OF A POWERLINE POLE, 1 FOOT SOUTHEAST
 CS2639'OF A METAL WITNESS POST, AND 0.5 FEET SOUTH OF A FENCE.
 CS2639'
 CS2639'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HALSEY 2 NO. 3
 CS2639'1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 CS2639'2 INCHES.  IT IS 50 FEET SOUTH OF THE EAST BOUND LANE OF STATE
 CS2639'HIGHWAY 31, 45 FEET WEST OF A BRACED FENCE POST, 1 FOOT WEST
 CS2639'OF A METAL WITNESS POST, AND 0.5 FEET NORTH OF A FENCE.
 CS2639'
 CS2639'AZIMUTH MARK, A STANDARD DISK STAMPED HALSEY 1947, IS SET
 CS2639'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CS2639'IT IS 108 FEET SOUTH OF THE CENTER OF AN IRON GATE, 55 FEET
 CS2639'SOUTH OF THE CENTER OF THE EAST BOUND LANE OF STATE HIGHWAY 31,
 CS2639'14 FEET WEST OF A CORNER FENCE POST, 4 FEET SOUTH OF THE
 CS2639'RIGHT-OF-WAY FENCE, AND 4 FEET SOUTH OF A METAL WITNESS POST.
 CS2639'
 CS2639'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 CS2639'HIGHWAY 31 FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 CS2639
 CS2639                          STATION RECOVERY (1968)
 CS2639
 CS2639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 CS2639'RECOVERED IN GOOD CONDITION.
 CS2639
 CS2639                          STATION RECOVERY (1988)
 CS2639
 CS2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 CS2639'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) WEST OF TRINIDAD, AND 6 KM
 CS2639'(3.75 MI) EAST OF KERNES, ON THE SOUTH SIDE RIGHT-OF-WAY OF
 CS2639'STATEHIGHWAY 31.  OWNERSHIP-- TEXAS DEPARTMENT OF HIGHWAYS, AUSTIN,
 CS2639'TX.
 CS2639'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 309
 CS2639'IN KERENS.  GO EASTERLY ON STATE HIGHWAY 31 FOR 3.2 KM (2.00 MI) TO A
 CS2639'ROAD ON THE LEFT LEADING NORTHEAST TO THE OAK GROVE CEMENTARY.
 CS2639'CONTINUE EASTERLY ON STATE HIGHWAY 31 FOR 3.1 KM (1.95 MI) TO THE
 CS2639'STATION ON THE RIGHT, ABOUT 0.1 KM (0.05 MI) EAST A OF FIELD
 CS2639'ENTRANCEROAD ON THE RIGHT.
 CS2639'THE STATION MARK IS SET 18.8 M (61.7 FT) EAST OF A UTILITY POLE
 CS2639'NUMBER 3291-924-0671, 14.9 M (48.9 FT) EAST OF A METAL WITNESS POST
 CS2639'AT REFERENCE MARK 2, 14.6 M (47.9 FT) SOUTH OF THE CENTERLINE OF THE
 CS2639'EAST BOUND LANE OF HIGHWAY 31, AND 0.6 M (2.0 FT) NORTH OF A
 CS2639'METALWITNESS POST IN A FENCE LINE.
 CS2639'DESCRIBED BY B.L.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0686 ***********************************************************************
 CS0686  DESIGNATION -  HALSEY AZ
 CS0686  PID         -  CS0686
 CS0686  STATE/COUNTY-  TX/NAVARRO
 CS0686  USGS QUAD   -  KERENS (1981)
 CS0686
 CS0686                         *CURRENT SURVEY CONTROL
 CS0686  ___________________________________________________________________
 CS0686* NAD 83(1993)-  32 08 37.44990(N)    096 09 11.57570(W)     ADJUSTED  
 CS0686* NAVD 88     -       116.893  (meters)     383.51   (feet)  ADJUSTED  
 CS0686  ___________________________________________________________________
 CS0686  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CS0686  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0686  DYNAMIC HT  -         116.758 (meters)     383.06  (feet)  COMP
 CS0686  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 CS0686
 CS0686  HORZ ORDER  -  THIRD
 CS0686  VERT ORDER  -  SECOND    CLASS 0
 CS0686
 CS0686.The horizontal coordinates were established by classical geodetic methods
 CS0686.and adjusted by the National Geodetic Survey in February 1996..
 CS0686
 CS0686.The orthometric height was determined by differential leveling
 CS0686.and adjusted by the National Geodetic Survey in June 1991..
 CS0686
 CS0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0686
 CS0686.The geoid height was determined by GEOID03.
 CS0686
 CS0686.The dynamic height is computed by dividing the NAVD 88
 CS0686.geopotential number by the normal gravity value computed on the
 CS0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0686.degrees latitude (g = 980.6199 gals.).
 CS0686
 CS0686.The modeled gravity was interpolated from observed gravity values.
 CS0686
 CS0686;                    North         East     Units Scale Factor Converg.
 CS0686;SPC TXNC     - 2,055,376.719   821,389.353   MT  0.99999714   +1 16 47.7
 CS0686;SPC TXNC     - 6,743,348.45  2,694,841.57   sFT  0.99999714   +1 16 47.7
 CS0686;UTM  14      - 3,559,918.928   768,521.978   MT  1.00048930   +1 30 55.9
 CS0686
 CS0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0686!SPC TXNC     -   0.99998565  x   0.99999714  =   0.99998279
 CS0686!UTM  14      -   0.99998565  x   1.00048930  =   1.00047494
 CS0686
 CS0686:                Primary Azimuth Mark                     Grid Az
 CS0686:SPC TXNC     -  HALSEY 2                                 260 07 43.2
 CS0686:UTM  14      -  HALSEY 2                                 259 53 35.0
 CS0686
 CS0686|---------------------------------------------------------------------|
 CS0686| PID    Reference Object                     Distance      Geod. Az  |
 CS0686|                                                           dddmmss.s |
 CS0686| CS2639 HALSEY 2                            APPROX. 0.8 KM 2612430.9 |
 CS0686| CS0688 HALSEY                              APPROX. 0.8 KM 2631844.5 |
 CS0686|---------------------------------------------------------------------|
 CS0686
 CS0686                          SUPERSEDED SURVEY CONTROL
 CS0686
 CS0686  NAD 83(1986)-  32 08 37.45656(N)    096 09 11.55792(W) AD(       ) 3
 CS0686  NGVD 29 (??/??/92)  116.897  (m)          383.52   (f) ADJ UNCH    2 0
 CS0686
 CS0686.Superseded values are not recommended for survey control.
 CS0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0686.See file dsdata.txt to determine how the superseded data were derived.
 CS0686
 CS0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6852259919(NAD 83)
 CS0686_MARKER: DZ = AZIMUTH MARK DISK
 CS0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0686_STAMPING: HALSEY 1947
 CS0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0686+STABILITY: SURFACE MOTION
 CS0686
 CS0686  HISTORY     - Date     Condition        Report By
 CS0686  HISTORY     - 1947     MONUMENTED       CGS
 CS0686
 CS0686                          STATION DESCRIPTION
 CS0686
 CS0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0686'4.6 MI NE FROM KERENS.
 CS0686'TO REACH FROM THE ST. LOUIS SOUTHWESTERN RAILWAY STATION AT KERENS, GO
 CS0686'ONE BLOCK NORTH TO TEXAS STATE HIGHWAY 31, THENCE 4.6 MILES NORTHEAST
 CS0686'ALONG TEXAS STATE HIGHWAY 31 TO THE SITE OF THE BENCH MARK. BENCH MARK
 CS0686'IS 0.5 OF A MILE EAST OF HALSEY TRIANGULATION STATION MARK, 115.4 FEET
 CS0686'SOUTH OF THE NORTHEAST END OF A WIRE GATE AND ACROSS THE ROAD FROM IT,
 CS0686'54.3 FEET SOUTHEAST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY,
 CS0686'8.6 FEET NORTH OF A TWO FOOT OAK TREE, 2.0 FEET SOUTH OF A 4X4 MARKER
 CS0686'POST, AND 1.0 FOOT NORTHWEST OF A FENCE.  A BRONZE AZIMUTH MARK DISK
 CS0686'SET IN THE TOP OF A CONCRETE POST PROJECTING 6.0 INCHES ABOVE THE
 CS0686'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0689 ***********************************************************************
 CS0689  DESIGNATION -  HALSEY RESET
 CS0689  PID         -  CS0689
 CS0689  STATE/COUNTY-  TX/NAVARRO
 CS0689  USGS QUAD   -  KERENS (1981)
 CS0689
 CS0689                         *CURRENT SURVEY CONTROL
 CS0689  ___________________________________________________________________
 CS0689* NAD 83(1986)-  32 08 33.     (N)    096 09 42.     (W)     SCALED    
 CS0689* NAVD 88     -       115.16   (+/-2cm)     377.8    (feet)  VERTCON   
 CS0689  ___________________________________________________________________
 CS0689  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0689
 CS0689  VERT ORDER  -  THIRD (See Below)
 CS0689
 CS0689.The horizontal coordinates were scaled from a topographic map and have
 CS0689.an estimated accuracy of +/- 6 seconds.
 CS0689
 CS0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0689.The vertical order pertains to the NGVD 29 superseded value.
 CS0689
 CS0689.The geoid height was determined by GEOID03.
 CS0689
 CS0689;                    North         East    Units  Estimated Accuracy
 CS0689;SPC TXNC     - 2,055,220.      820,600.      MT  (+/- 180 meters Scaled)
 CS0689
 CS0689                          SUPERSEDED SURVEY CONTROL
 CS0689
 CS0689  NGVD 29 (01/29/03)  115.17   (m)          377.9    (f) RESET       3  
 CS0689
 CS0689.Superseded values are not recommended for survey control.
 CS0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0689.See file dsdata.txt to determine how the superseded data were derived.
 CS0689
 CS0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA677597(NAD 83)
 CS0689_MARKER: DS = TRIANGULATION STATION DISK
 CS0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0689_STAMPING: HALSEY 1947 1963
 CS0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0689+STABILITY: SURFACE MOTION
 CS0689
 CS0689  HISTORY     - Date     Condition        Report By
 CS0689  HISTORY     - 1963     MONUMENTED       CGS
 CS0689  HISTORY     - 1963     GOOD             CGS
 CS0689  HISTORY     - 1968     GOOD             CGS
 CS0689
 CS0689                          STATION DESCRIPTION
 CS0689
 CS0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS0689'THE STATION SURFACE MARK AND UNDERGROUND MARK WERE FOUND TO
 CS0689'BE DESTROYED.  REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH MARK
 CS0689'WERE RECOVERED IN GOOD CONDITION.  A NEW SURFACE AND UNDERGROUND
 CS0689'STATION MARKS WERE RE-MARKED FROM REFERENCE MARK NO. 1 AND
 CS0689'REFERENCE MARK NO. 2.  A COMPLETE NEW DESCRIPTION IS AS
 CS0689'FOLLOWS--
 CS0689'
 CS0689'THE STATION IS ABOUT 4 MILES EAST OF KERENS, 3-1/2 MILES WEST
 CS0689'OF THE TRINITY RIVER, ON STATE LAND ALONG STATE HIGHWAY 31.
 CS0689'
 CS0689'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31
 CS0689'AND 309 IN KERENS, GO EASTERLY ON STATE HIGHWAY 31 FOR 3.9
 CS0689'MILES TO STATION ON THE LEFT.  CONTINUE ON HIGHWAY 0.6 MILE
 CS0689'TO AZIMUTH MARK ON THE RIGHT.
 CS0689'
 CS0689'STATION MARKS ARE STANDARD DISKS STAMPED HALSEY 1947 1963.
 CS0689'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST 1 INCH BELOW
 CS0689'THE SURFACE OF THE GROUND.  IT IS 264 FEET WEST OF A T-FENCE
 CS0689'CORNER, 41 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 CS0689'31, AND 12.8 FEET SOUTH OF A METAL WITNESS POST WHICH IS SET
 CS0689'IN THE NORTH RIGHT-OF-WAY FENCE LINE.  THE UNDERGROUND DISK
 CS0689'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 CS0689'SURFACE OF THE GROUND.
 CS0689'
 CS0689'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HALSEY NO 1
 CS0689'1947, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CS0689'OF THE GROUND.  IT IS 162 FEET WEST OF THE T-FENCE CORNER, 52
 CS0689'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 31, IN THE
 CS0689'NORTH RIGHT-OF-WAY FENCE LINE.
 CS0689'
 CS0689'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HALSEY NO 2
 CS0689'1947, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 CS0689'INCHES.  IT IS 375 FEET EAST OF AN ALUMINUM GATE, 150 FEET
 CS0689'WEST OF A BRACED FENCE POST, 51 FEET SOUTH OF THE CENTER
 CS0689'LINE OF STATE HIGHWAY 31, AND IN THE SOUTH RIGHT-OF-WAY
 CS0689'FENCE LINE.
 CS0689'
 CS0689'AZIMUTH MARK, A STANDARD DISK STAMPED HALSEY 1947, IS SET IN
 CS0689'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 108
 CS0689'FEET SOUTH OF THE CENTER OF AN IRON GATE, 55 FEET SOUTH OF THE
 CS0689'CENTER LINE OF STATE HIGHWAY 31, 14 FEET WEST OF A CORNER
 CS0689'FENCE POST, AND 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 CS0689'
 CS0689'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION
 CS0689'USING STANDARDIZED 30 METER STEEL TAPES.
 CS0689
 CS0689                          STATION RECOVERY (1963)
 CS0689
 CS0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 CS0689'3.9 MI E FROM KERENS.
 CS0689'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 309 IN KERENS, GO
 CS0689'EASTERLY ON STATE HIGHWAY 31 FOR 3.9 MILES TO SITE OF MARK, 264 FEET
 CS0689'WEST OF A T-FENCE CORNER, 41 FEET NORTH OF THE CENTER LINE OF HIGHWAY,
 CS0689'AND 12.8 FEET SOUTH OF A METAL WITNESS POST WHICH IS SET IN THE NORTH
 CS0689'RIGHT-OF-WAY FENCE.  A STANDARD TRIANGULATION STATION DISK STAMPED
 CS0689'HALSEY 1947 1963, IS SET IN A 12 X 12 IN. CONCRETE POST WHICH IS 1
 CS0689'INCH BELOW THE SURFACE OF THE GROUND.  THE STATION MARK IS 102.82 FEET
 CS0689'WEST OF REFERENCE MARK NO. 1, AND 99.11 FEET NORTH OF REFERENCE MARK
 CS0689'NO. 2.
 CS0689
 CS0689                          STATION RECOVERY (1968)
 CS0689
 CS0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CS0689'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 CS0689'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CS0689'THE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND TO BE
 CS0689'IN THE WAY OF ROAD CONSTRUCTION ON STATE HIGHWAY 31, AND THE
 CS0689'MARKS HAD TO BE MOVED.
 CS0689'
 CS0689'HALSEY 2 WAS ESTABLISHED 27.418 METERS SOUTH OF HALSEY 1947.
 CS0689'THE AZIMUTH MARK AND REFERENCE MARK NO. 2 WAS USED AT HALSEY 2.
 CS0689'
 CS0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST
 CS0689'OF KERNES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0687 ***********************************************************************
 CS0687  DESIGNATION -  HALSEY RM 1
 CS0687  PID         -  CS0687
 CS0687  STATE/COUNTY-  TX/NAVARRO
 CS0687  USGS QUAD   -  KERENS (1981)
 CS0687
 CS0687                         *CURRENT SURVEY CONTROL
 CS0687  ___________________________________________________________________
 CS0687* NAD 83(1986)-  32 08 34.     (N)    096 09 42.     (W)     SCALED    
 CS0687* NAVD 88     -       115.472  (meters)     378.84   (feet)  ADJUSTED  
 CS0687  ___________________________________________________________________
 CS0687  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0687  DYNAMIC HT  -         115.338 (meters)     378.40  (feet)  COMP
 CS0687  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 CS0687
 CS0687  VERT ORDER  -  SECOND    CLASS 0
 CS0687
 CS0687.The horizontal coordinates were scaled from a topographic map and have
 CS0687.an estimated accuracy of +/- 6 seconds.
 CS0687
 CS0687.The orthometric height was determined by differential leveling
 CS0687.and adjusted by the National Geodetic Survey in June 1991..
 CS0687
 CS0687.The geoid height was determined by GEOID03.
 CS0687
 CS0687.The dynamic height is computed by dividing the NAVD 88
 CS0687.geopotential number by the normal gravity value computed on the
 CS0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0687.degrees latitude (g = 980.6199 gals.).
 CS0687
 CS0687.The modeled gravity was interpolated from observed gravity values.
 CS0687
 CS0687;                    North         East    Units  Estimated Accuracy
 CS0687;SPC TXNC     - 2,055,250.      820,600.      MT  (+/- 180 meters Scaled)
 CS0687
 CS0687                          SUPERSEDED SURVEY CONTROL
 CS0687
 CS0687  NGVD 29 (??/??/92)  115.476  (m)          378.86   (f) ADJ UNCH    2 0
 CS0687
 CS0687.Superseded values are not recommended for survey control.
 CS0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0687.See file dsdata.txt to determine how the superseded data were derived.
 CS0687
 CS0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA677597(NAD 83)
 CS0687_MARKER: DR = REFERENCE MARK DISK
 CS0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0687_STAMPING: HALSEY NO 1 1947
 CS0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0687+STABILITY: SURFACE MOTION
 CS0687
 CS0687  HISTORY     - Date     Condition        Report By
 CS0687  HISTORY     - 1947     MONUMENTED       CGS
 CS0687
 CS0687                          STATION DESCRIPTION
 CS0687
 CS0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0687'4.1 MI NE FROM KERENS.
 CS0687'TO REACH FROM THE RAILWAY STATION AT KERENS, GO ONE BLOCK NORTH TO
 CS0687'TEXAS STATE HIGHWAY 31, THENCE 4.1 MILES NORTHEAST ALONG TEXAS STATE
 CS0687'HIGHWAY 31 TO THE SITE OF THE BENCH MARK.  THE BENCH MARK IS 0.1 OF A
 CS0687'MILE EAST OF GAS VALVES LOCATED SOUTH OF STATE HIGHWAY 31, 51 YARDS
 CS0687'SOUTHWEST OF A HOUSE, 53 FEET NORTH OF AND 1 FOOT HIGHER THAN THE
 CS0687'CENTER LINE OF THE HIGHWAY, 18.5 FEET WEST OF A FENCE CORNER, AND 1
 CS0687'FOOT SOUTH OF A FENCE.  A BRONZE REFERENCE MARK DISK SET IN THE TOP OF
 CS0687'A CONCRETE POST AND PROJECTING 5 INCHES ABOVE THE SURFACE OF THE
 CS0687'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2992 ***********************************************************************
 CS2992  DESIGNATION -  HALTOM RESET
 CS2992  PID         -  CS2992
 CS2992  STATE/COUNTY-  TX/TARRANT
 CS2992  USGS QUAD   -  HALTOM CITY (1981)
 CS2992
 CS2992                         *CURRENT SURVEY CONTROL
 CS2992  ___________________________________________________________________
 CS2992* NAD 83(1993)-  32 48 06.25091(N)    097 15 51.82760(W)     ADJUSTED  
 CS2992* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 CS2992  ___________________________________________________________________
 CS2992  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 CS2992  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS2992
 CS2992  HORZ ORDER  -  SECOND
 CS2992
 CS2992.The horizontal coordinates were established by classical geodetic methods
 CS2992.and adjusted by the National Geodetic Survey in February 1996..
 CS2992
 CS2992.The orthometric height was scaled from a topographic map.
 CS2992
 CS2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2992
 CS2992.The geoid height was determined by GEOID03.
 CS2992
 CS2992;                    North         East     Units Scale Factor Converg.
 CS2992;SPC TXNC     - 2,126,548.133   715,712.367   MT  0.99988208   +0 40 26.0
 CS2992;SPC TXNC     - 6,976,850.00  2,348,132.99   sFT  0.99988208   +0 40 26.0
 CS2992;UTM  14      - 3,630,641.384   662,504.839   MT  0.99992563   +0 56 25.6
 CS2992
 CS2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2992!SPC TXNC     -   0.99997781  x   0.99988208  =   0.99985989
 CS2992!UTM  14      -   0.99997781  x   0.99992563  =   0.99990344
 CS2992
 CS2992:                Primary Azimuth Mark                     Grid Az
 CS2992:SPC TXNC     -  FORT WORTH RAD STA KFJZ N TWR            015 03 28.8
 CS2992:UTM  14      -  FORT WORTH RAD STA KFJZ N TWR            014 47 29.2
 CS2992
 CS2992|---------------------------------------------------------------------|
 CS2992| PID    Reference Object                     Distance      Geod. Az  |
 CS2992|                                                           dddmmss.s |
 CS2992| CS3003 FORT WORTH RAD STA KFJZ N TWR       APPROX. 1.6 KM 0154354.8 |
 CS2992| CS3007 FORT WORTH RAD STA KFJZ S TWR       APPROX. 1.4 KM 0171111.5 |
 CS2992| CY2057 HALTOM RM 1                          34.012 METERS 06055     |
 CS2992| CY2058 HALTOM RM 2                          48.768 METERS 30514     |
 CS2992| CY2056 HALTOM AZ MK                                       3434319.1 |
 CS2992|---------------------------------------------------------------------|
 CS2992
 CS2992                          SUPERSEDED SURVEY CONTROL
 CS2992
 CS2992  NAD 83(1993)-  32 48 06.25406(N)    097 15 51.81114(W) AD(       ) 2
 CS2992  NAD 83(1986)-  32 48 06.25512(N)    097 15 51.81063(W) AD(       ) 2
 CS2992  NAD 27      -  32 48 05.79300(N)    097 15 50.75800(W) AD(       ) 2
 CS2992
 CS2992.Superseded values are not recommended for survey control.
 CS2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2992.See file dsdata.txt to determine how the superseded data were derived.
 CS2992
 CS2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6250530641(NAD 83)
 CS2992_MARKER: DS = TRIANGULATION STATION DISK
 CS2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2992_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 CS2992
 CS2992  HISTORY     - Date     Condition        Report By
 CS2992  HISTORY     - 1981     MONUMENTED       NGS
 CS2992  HISTORY     - 19960921 GOOD             USPSQD
 CS2992  HISTORY     - 20020605 POOR             INDIV
 CS2992
 CS2992                          STATION DESCRIPTION
 CS2992
 CS2992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CS2992'THE UNDERGROUND DISK WAS THE ONLY MARK RECOVERED.  THE POINT WAS HELD
 CS2992'AND A NEW SURFACE DISK WAS SET.  AN AZIMUTH MARK AND TWO REFERENCE
 CS2992'MARKS WERE SET AT THIS TIME.  DUE TO THEMANY CHANGES A NEW
 CS2992'DESCRIPTION FOLLOWS.
 CS2992'
 CS2992'THE STATION IS LOCATED IN HALTOM CITY, WHICH IS ON THE NORTH SIDE OF
 CS2992'FORT WORTH, ALONG U.S. HIGHWSY 377 4.0 KM (2.5 MI) SOUTH OF
 CS2992'INTERSTATE HIGHWAY 820, WHICH IS THE LOOP AROUND THE CITY, AND AT THE
 CS2992'JUNCTION OF STATE 183, 121 AND U.S. 377.  IT IS ON THE NORTH SIDE OF
 CS2992'A TRIANGLE FORMED BY THE JUNCTION OF THE THREE HIGHWAYS.  A TACO BELL
 CS2992'RESTURANT IS IN THE TRIANGLE ABOUT 60 METERS SOUTH OF THE STATION.
 CS2992'
 CS2992'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 820 AND
 CS2992'U.S. HIGHWAY 377, GO SOUTH ON U.S. HIGHWAY 377 FOR 4.0 KM (2.5 MI) TO
 CS2992'THE JUNCTION WITH STATE HIGHWAYS 121 AND 183 AND THE STATION ON THE
 CS2992'LEFT AS DESCRIBED.
 CS2992'
 CS2992'THE UNDERGROUND DISK IS A CGS DISK STAMPED---HALTOM 1947---.  ALL OF
 CS2992'THE OTHER DISKS ARE NGS.  THE SURFACE DISK IS SET IN THE TOP OF A
 CS2992'ROUND CONCRETE MONUMENT 7 CM BELOW THE GROUND.  THE DISK IS
 CS2992'STAMPED---HALTOM 1947 1981---.  IT IS 20.70 METERS EAST OF U.S. 377
 CS2992'CENTERLINE, 13.40 METERS SOUTH-SOUTHWEST OF THE CENTERLINE OF OLD
 CS2992'HIGHWAY 183, NOW A PULL THRU ROAD, 2.08 METERS NORTHEAST OF THE
 CS2992'NORTHEAST CORNER OF A BRICK TRASH BIN AND 1.73 METERS NORTHEAST OF A
 CS2992'METAL WITNESS POST.
 CS2992'
 CS2992'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN A CONCRETE
 CS2992'CURB SKIRT AND STAMPED---HALTOM NO 3 1981---.  IT IS 10.20 METERS
 CS2992'NORTH OF CENTER OF OLD HIGHWAY 183, 5.70 METERS NORTHWEST OF A
 CS2992'16-INCH OAK TREE AND 0.30 METER NORTH OF A CURB.
 CS2992'
 CS2992'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN A CONCRETE
 CS2992'CURB SKIRT STAMPED---HALTOM NO 4 1981---.  IT IS 9.60 METERS WEST OF
 CS2992'THE CENTERLINE OF U.S. 377 AND 0.11 METER EAST OF THE CURB.
 CS2992'
 CS2992'AZIMUTH MARK NO 2 IS A STANDARD DISK SET IN THE TOP OF A ROUND
 CS2992'CONCRETE MONUMENT FLUSH WITH THE GROUND, STAMPED---HALTOM NO 2 19477
 CS2992'1981---.  IT IS 5.179 METERS NORTH OF CENTER OF STATE HIGHWAY 121,
 CS2992'1.3 METERS SOUTHWEST OF A POWER POLE AND 1.0 METER SOUTHWEST OF A
 CS2992'WITNESS POST.
 CS2992'
 CS2992'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON STATE
 CS2992'HIGHWAY 121 FOR 0.67 KM (0.45 MILE) TO A MOBILE HOME SALES LOT ON THE
 CS2992'LEFT AND THE MARK ON THE LEFT.  IT IS LOCATED ON THE PROPERTY LINE OF
 CS2992'THE MOBILE HOME SALES LOT AND A USED CAR LOT.
 CS2992
 CS2992                          STATION RECOVERY (1996)
 CS2992
 CS2992'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2992'RECOVERED IN GOOD CONDITION.
 CS2992
 CS2992                          STATION RECOVERY (2002)
 CS2992
 CS2992'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS2992'DISK IN POOR CONDITION / MUTILATED.  RM 3 NOT FOUND, MIGHT STILL BE
 CS2992'THERE.  RM 4 FOUND GOOD CONDITION N32 48.114 W097 15.883.  AZ FOUND
 CS2992'POOR CONDITION UPROOTED N32 48.261 W097 15.464.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2314 ***********************************************************************
 AN2314  DESIGNATION -  HAM
 AN2314  PID         -  AN2314
 AN2314  STATE/COUNTY-  TX/ARANSAS
 AN2314  USGS QUAD   -  ST CHARLES BAY (1973)
 AN2314
 AN2314                         *CURRENT SURVEY CONTROL
 AN2314  ___________________________________________________________________
 AN2314* NAD 83(1993)-  28 07 34.08241(N)    096 55 47.47547(W)     ADJUSTED  
 AN2314* NAVD 88     -         0.04   (+/-2cm)       0.1    (feet)  VERTCON   
 AN2314  ___________________________________________________________________
 AN2314  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AN2314  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN2314
 AN2314  HORZ ORDER  -  SECOND
 AN2314  VERT ORDER  -  THIRD ? (See Below)
 AN2314
 AN2314.The horizontal coordinates were established by classical geodetic methods
 AN2314.and adjusted by the National Geodetic Survey in February 1996..
 AN2314
 AN2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2314.The vertical order pertains to the NGVD 29 superseded value.
 AN2314
 AN2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2314
 AN2314.The geoid height was determined by GEOID03.
 AN2314
 AN2314;                    North         East     Units Scale Factor Converg.
 AN2314;SPC TXSC     - 4,034,252.667   803,392.216   MT  1.00008375   +1 00 51.1
 AN2314;SPC TXSC     -13,235,710.62  2,635,795.96   sFT  1.00008375   +1 00 51.1
 AN2314;SPC TX S     - 5,273,466.174   454,271.732   MT  1.00008723   +0 42 46.3
 AN2314;SPC TX S     -17,301,363.61  1,490,389.84   sFT  1.00008723   +0 42 46.3
 AN2314;UTM  14      - 3,112,907.108   703,329.202   MT  1.00011029   +0 58 34.4
 AN2314
 AN2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2314!SPC TXSC     -   1.00000421  x   1.00008375  =   1.00008796
 AN2314!SPC TX S     -   1.00000421  x   1.00008723  =   1.00009144
 AN2314!UTM  14      -   1.00000421  x   1.00011029  =   1.00011450
 AN2314
 AN2314:                Primary Azimuth Mark                     Grid Az
 AN2314:SPC TXSC     -  BITE                                     060 26 57.7
 AN2314:SPC TX S     -  BITE                                     060 45 02.5
 AN2314:UTM  14      -  BITE                                     060 29 14.4
 AN2314
 AN2314|---------------------------------------------------------------------|
 AN2314| PID    Reference Object                     Distance      Geod. Az  |
 AN2314|                                                           dddmmss.s |
 AN2314| AN2317 BITE                                APPROX. 5.2 KM 0612748.8 |
 AN2314| CV7244 HAM RM 1                                           2144654.9 |
 AN2314| CV7245 HAM RM 2                             13.880 METERS 30446     |
 AN2314|---------------------------------------------------------------------|
 AN2314
 AN2314                          SUPERSEDED SURVEY CONTROL
 AN2314
 AN2314  NAD 83(1986)-  28 07 34.09038(N)    096 55 47.45519(W) AD(       ) 2
 AN2314  NAD 27      -  28 07 33.04400(N)    096 55 46.49400(W) AD(       ) 2
 AN2314  NGVD 29 (07/19/86)    0.17   (m)            0.6    (f) LEVELING    3  
 AN2314
 AN2314.Superseded values are not recommended for survey control.
 AN2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2314.See file dsdata.txt to determine how the superseded data were derived.
 AN2314
 AN2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0332912907(NAD 83)
 AN2314_MARKER: DS = TRIANGULATION STATION DISK
 AN2314_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2314_STAMPING: HAM 1933
 AN2314_MARK LOGO: CGS   
 AN2314_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN2314+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1989
 AN2314
 AN2314  HISTORY     - Date     Condition        Report By
 AN2314  HISTORY     - 1934     MONUMENTED       CGS
 AN2314  HISTORY     - 1942     GOOD             USE
 AN2314  HISTORY     - 1948     GOOD             CGS
 AN2314  HISTORY     - 1969     GOOD             CGS
 AN2314  HISTORY     - 1977     GOOD             NGS
 AN2314  HISTORY     - 19891019 GOOD             NOS
 AN2314  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN2314  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 AN2314
 AN2314                          STATION DESCRIPTION
 AN2314
 AN2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2314'STATION IS LOCATED ABOUT 10-1/2 MILES NE OF ROCKPORT, ABOUT
 AN2314'5 MILES ESE OF LAMAR, ON THE N SIDE OF ARANSAS BAY.  IT IS
 AN2314'ON THE SE CORNER OF A PENINSULA LOCALLY KNOWN AS BLACK JACK,
 AN2314'20 METERS W OF THE BAY SHORE, AND 0.2 MILE S OF BREAK IN
 AN2314'PENINSULA WHERE SHORE TURNS FROM SW TO N.  THERE IS A SMALL
 AN2314'POND 0.2 MILE W OF THE STATION.
 AN2314'
 AN2314'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2314'SET IN CONCRETE.
 AN2314'
 AN2314'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE
 AN2314'STATION--ROCKPORT COURTHOUSE, 217 DEG.  FLAGPOLE (LAMAR),
 AN2314'280 DEG.
 AN2314'
 AN2314'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AN2314
 AN2314                          STATION RECOVERY (1942)
 AN2314
 AN2314'RECOVERY NOTE BY US ENGINEERS 1942
 AN2314'STATION WAS RECOVERED IN GOOD CONDITION.  NO SEARCH WAS
 AN2314'MADE FOR THE REFERENCE MARKS.
 AN2314
 AN2314                          STATION RECOVERY (1948)
 AN2314
 AN2314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN2314'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION
 AN2314'MARK IS 2 INCHES BENEATH THE SURFACE OF THE MARSH.
 AN2314'
 AN2314'REFERENCE MARK 1 WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN
 AN2314'DESTROYED BY THE RECEDING SHORELINE.
 AN2314'
 AN2314'REFERENCE MARK 2 WAS FOUND 1 INCH BELOW THE SURFACE OF THE
 AN2314'MARSH.  DISTANCE TO STATION WAS CHECKED AND FOUND TO BE
 AN2314'CORRECT.
 AN2314
 AN2314                          STATION RECOVERY (1969)
 AN2314
 AN2314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2314'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 AN2314'MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.
 AN2314'
 AN2314'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AN2314'
 AN2314'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTHEAST OF ROCKPORT,
 AN2314'5 MILES EAST-SOUTHEAST OF LAMAR, ON THE ST. CHARLES PENINSULA, IN
 AN2314'THE ARANSAS NATIONAL WILDLIFE REFUGE, ABOUT 1/4 MILE NORTH
 AN2314'OF THE SOUTHEAST CORNER OF THE PENINSULA.  IT IS AT THE EXTREME
 AN2314'HIGH WATER LINE, 2 FEET SOUTH OF A SMALL INLET AND 17 FEET
 AN2314'EAST OF A WITNESS POST WITH SIGN.
 AN2314'
 AN2314'THE STATION COULD BE EASILY REACHED BY BOAT BUT IS DIFFICULT
 AN2314'TO REACH BY FOOT IN WET WEATHER.
 AN2314'
 AN2314'TO REACH THE STATION FROM THE ARANSAS NATIONAL WILDLIFE HEADQUARTERS
 AN2314'ON ST. CHARLES PENINSULA, GO SOUTHERLY ON A SHELL ROAD 1.8
 AN2314'MILES TO A SIDEROAD RIGHT.  TURN RIGHT AND GO WEST AND
 AN2314'SOUTHWESTERLY ON A SHELL ROAD AS PER SIGN LOOP DRIVE FOR 4.55 MILES
 AN2314'TO A T-INTERSECTION.  TURN LEFT AND GO SOUTHERLY ON A
 AN2314'SHELL ROAD AS PER SIGN ST. CHARLES BAY 6 MI, MAKING NO
 AN2314'TURNS OFF THE MAIN ROAD FOR 4.9 MILES TO A FORK AT THE UNION
 AN2314'OIL COMPANY INSTALLATION.  TURN LEFT AND GO SOUTHERLY ON A SHELL
 AN2314'ROAD FOR 2.15 MILES TO A FORK (JUST PAST A CATTLE
 AN2314'GUARD).  TURN RIGHT ON THE MAIN TRAVELED ROAD AND GO
 AN2314'SOUTHWESTERLY FOR 1.0 MILE TO A GATE (JUST SOUTH OF A
 AN2314'METAL SHED).  CONTINUE AHEAD SOUTHERLY, ON THE MAIN ROAD FOR
 AN2314'1.9 MILES TO A TRACK ROAD LEFT, AT A CURVE IN THE ROAD.
 AN2314'CONTINUE AHEAD ON THE MAIN TRAVELED ROAD FOR 0.35 MILE TO
 AN2314'A SMALL POND ON THE LEFT AND DIM TRACKS LEFT.  TURN LEFT,
 AN2314'AROUND SOUTH SIDE OF POND, AND GO EASTERLY FOR
 AN2314'APPROXIMATELY 0.4 MILE TO A WINDMILL.  PICK UP A DIM TRACK
 AN2314'ROAD ABOUT 200 YARDS EAST OF THE WINDMILL AND FOLLOW IT
 AN2314'SOUTHEAST FOR ABOUT 0.4 MILE TO THE LAST FIRM GROUND BEFORE
 AN2314'REACHING BAY.  THIS IS THE END OF TRUCK TRAVEL.  PACK EASTERLY
 AN2314'ACROSS MARSH FOR APPROXIMATELY 0.6 MILE TO BAY AND STATION.
 AN2314'
 AN2314'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 AN2314'EAST-SOUTHEAST OF LAMAR.
 AN2314
 AN2314                          STATION RECOVERY (1977)
 AN2314
 AN2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2314'STATION MARK, REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN GOOD
 AN2314'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND ABOUT 4 INCHES BELOW THE
 AN2314'SURFACE OF THE GROUND, A READING WAS TAKEN FROM THE TWO WATER TANKS
 AN2314'IN ROCKPORT.
 AN2314'
 AN2314'THE STATION WAS REACHED BY TRUCK AND PACK.  STATION CAN BE REACHED
 AN2314'BY BOAT, IF STATION IS REACH BY TRUCK GET INFORMATION FOR ARANSAS
 AN2314'WILDLIFE HEADQUARTERS.  YOU MAY NEED A KEY AS GATES ARE SOME TIMES
 AN2314'LOCKED.
 AN2314'
 AN2314'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES ESE
 AN2314'OF LAMAR.
 AN2314
 AN2314                          STATION RECOVERY (1989)
 AN2314
 AN2314'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AN2314'RECOVERED AS DESCRIBED.  THE STATIONS GEODETIC POSITION WAS VERIFIED
 AN2314'AT THIS TIME. RECOVERED BY P B WALBOLT.
 AN2314
 AN2314                          STATION RECOVERY (1991)
 AN2314
 AN2314'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWB)
 AN2314'MARK NOT FOUND.
 AN2314
 AN2314                          STATION RECOVERY (1996)
 AN2314
 AN2314'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN2314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0814 ***********************************************************************
 CB0814  DESIGNATION -  HAM ET
 CB0814  PID         -  CB0814
 CB0814  STATE/COUNTY-  TX/RUNNELS
 CB0814  USGS QUAD   -  HOG MOUNTAIN (1961)
 CB0814
 CB0814                         *CURRENT SURVEY CONTROL
 CB0814  ___________________________________________________________________
 CB0814* NAD 83(1993)-  31 53 36.29946(N)    100 07 42.87604(W)     ADJUSTED  
 CB0814* NAVD 88     -       579.4    (meters)    1901.     (feet)  VERTCON   
 CB0814  ___________________________________________________________________
 CB0814  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 CB0814  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 CB0814
 CB0814  HORZ ORDER  -  THIRD
 CB0814  VERT ORDER  -  THIRD ? (See Below)
 CB0814
 CB0814.The horizontal coordinates were established by classical geodetic methods
 CB0814.and adjusted by the National Geodetic Survey in February 1996..
 CB0814
 CB0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0814.The vertical order pertains to the NGVD 29 superseded value.
 CB0814
 CB0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0814
 CB0814.The geoid height was determined by GEOID03.
 CB0814
 CB0814;                    North         East     Units Scale Factor Converg.
 CB0814;SPC TX C     - 3,246,876.201   719,370.490   MT  1.00000272   +0 06 19.7
 CB0814;SPC TX C     -10,652,459.67  2,360,134.68   sFT  1.00000272   +0 06 19.7
 CB0814;UTM  14      - 3,529,177.208   393,273.699   MT  0.99974048   -0 35 46.8
 CB0814
 CB0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0814!SPC TX C     -   0.99991299  x   1.00000272  =   0.99991571
 CB0814!UTM  14      -   0.99991299  x   0.99974048  =   0.99965349
 CB0814
 CB0814:                Primary Azimuth Mark                     Grid Az
 CB0814:SPC TX C     -  HOLDER ET                                021 48 42.6
 CB0814:UTM  14      -  HOLDER ET                                022 30 49.1
 CB0814
 CB0814|---------------------------------------------------------------------|
 CB0814| PID    Reference Object                     Distance      Geod. Az  |
 CB0814|                                                           dddmmss.s |
 CB0814| CB0803 HOLDER ET                           APPROX. 2.7 KM 0215502.3 |
 CB0814|---------------------------------------------------------------------|
 CB0814
 CB0814                          SUPERSEDED SURVEY CONTROL
 CB0814
 CB0814  NAD 83(1986)-  31 53 36.30596(N)    100 07 42.86230(W) AD(       ) 3
 CB0814  NAD 27      -  31 53 35.77336(N)    100 07 41.53217(W) AD(       ) 3
 CB0814  NGVD 29 (07/19/86)  579.2    (m)         1900.     (f) LEVELING    3  
 CB0814
 CB0814.Superseded values are not recommended for survey control.
 CB0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0814.See file dsdata.txt to determine how the superseded data were derived.
 CB0814
 CB0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA9327429177(NAD 83)
 CB0814_MARKER: DD = SURVEY DISK
 CB0814_SETTING: 0 = UNSPECIFIED SETTING
 CB0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0814
 CB0814  HISTORY     - Date     Condition        Report By
 CB0814  HISTORY     - 1958     MONUMENTED       USGS
 CB0814
 CB0814                          STATION DESCRIPTION
 CB0814
 CB0814'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0814'STATION IS LOCATED 1.5 MI. N. AND 0.25 MI. W. OF NORTON, RUNNELS
 CB0814'COUNTY, TEXAS, IN THE SW. RIGHT-OF-WAY CORNER OF T-RD. JUNCTION W.
 CB0814'
 CB0814'TO REACH THE STATION FROM THE POST OFFICE IN NORTON, PROCEED N. 1.55
 CB0814'MI. ON F. M. ROAD 383 TO T-RD. W. AND THE STATION IN THE SW. CORNER,
 CB0814'48 FT. W. AND 20 FT. S. OF T-RD. JUNCTION.
 CB0814'
 CB0814'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING
 CB0814'ABOUT 0.2 FT. ABOVE GROUND, STAMPED ---HAM-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0737 ***********************************************************************
 DO0737  DESIGNATION -  HAM ET
 DO0737  PID         -  DO0737
 DO0737  STATE/COUNTY-  TX/JACK
 DO0737  USGS QUAD   -  JACKSBORO (1982)
 DO0737
 DO0737                         *CURRENT SURVEY CONTROL
 DO0737  ___________________________________________________________________
 DO0737* NAD 83(1993)-  33 11 06.50007(N)    098 14 49.25570(W)     ADJUSTED  
 DO0737* NAVD 88     -       382.3    (meters)    1254.     (feet)  VERTCON   
 DO0737  ___________________________________________________________________
 DO0737  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 DO0737  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DO0737
 DO0737  HORZ ORDER  -  THIRD
 DO0737
 DO0737.The horizontal coordinates were established by classical geodetic methods
 DO0737.and adjusted by the National Geodetic Survey in February 1996..
 DO0737
 DO0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0737
 DO0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0737
 DO0737.The geoid height was determined by GEOID03.
 DO0737
 DO0737;                    North         East     Units Scale Factor Converg.
 DO0737;SPC TXNC     - 2,168,411.738   623,589.752   MT  0.99987533   +0 08 16.7
 DO0737;SPC TXNC     - 7,114,197.51  2,045,894.04   sFT  0.99987533   +0 08 16.7
 DO0737;UTM  14      - 3,672,064.237   570,194.218   MT  0.99966075   +0 24 43.8
 DO0737
 DO0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0737!SPC TXNC     -   0.99994441  x   0.99987533  =   0.99981975
 DO0737!UTM  14      -   0.99994441  x   0.99966075  =   0.99960518
 DO0737
 DO0737:                Primary Azimuth Mark                     Grid Az
 DO0737:SPC TXNC     -  MAX ET                                   184 54 17.4
 DO0737:UTM  14      -  MAX ET                                   184 37 50.3
 DO0737
 DO0737|---------------------------------------------------------------------|
 DO0737| PID    Reference Object                     Distance      Geod. Az  |
 DO0737|                                                           dddmmss.s |
 DO0737| DO0738 MAX ET                              APPROX. 2.9 KM 1850234.1 |
 DO0737|---------------------------------------------------------------------|
 DO0737
 DO0737                          SUPERSEDED SURVEY CONTROL
 DO0737
 DO0737  NAD 83(1993)-  33 11 06.50139(N)    098 14 49.25022(W) AD(       ) 3
 DO0737  NAD 83(1986)-  33 11 06.50325(N)    098 14 49.24115(W) AD(       ) 3
 DO0737  NAD 27      -  33 11 06.08967(N)    098 14 48.07375(W) AD(       ) 3
 DO0737  NGVD 29 (07/19/86)  382.2    (m)         1254.     (f) VERT ANG       
 DO0737
 DO0737.Superseded values are not recommended for survey control.
 DO0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0737.See file dsdata.txt to determine how the superseded data were derived.
 DO0737
 DO0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB7019472064(NAD 83)
 DO0737_MARKER: DD = SURVEY DISK
 DO0737_SETTING: 66 = SET IN ROCK OUTCROP
 DO0737_SP_SET: SET IN ROCK OUTCROP
 DO0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0737+STABILITY: POSITION/ELEVATION WELL
 DO0737
 DO0737  HISTORY     - Date     Condition        Report By
 DO0737  HISTORY     - 1959     MONUMENTED       USGS
 DO0737
 DO0737                          STATION DESCRIPTION
 DO0737
 DO0737'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DO0737'STATION IS IN JACK COUNTY, TEXAS, ABOUT 6 MI. SE. OF JACKSBORO, 0.2
 DO0737'MI. N. OF TEXAS STATE HIGHWAY 24 ON THE S. RIM OF A LOW HILL IN A
 DO0737'PASTURE.
 DO0737'
 DO0737'TO REACH STATION FROM THE SW. CORNER OF THE SQUARE IN JACKSBORO, GO
 DO0737'W. AND SW. ON STATE HIGHWAY 24 FOR 5.8 MI. TO CROSSROADS, TURN RIGHT
 DO0737'AND GO N. ON DIRT RD. FOR 0.2 MI. TO T-JUNCTION AND CATTLEGUARD W.,
 DO0737'TURN LEFT AND GO ABOUT 100 FT. PAST CATTLEGUARD TO OIL TANKS, GO
 DO0737'AROUND S. END OF TANKS TO DIM RD. AND CONTINUE W. FOR 0.2 MI., LEAVE
 DO0737'RD. AND GO N. AND W. FOR 0.1 MI. TO TOP OF HILL AND STATION.
 DO0737'
 DO0737'STATION MARK--STANDARD TABLET SET IN ROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1223 ***********************************************************************
 CT1223  DESIGNATION -  HAMBY CHURCH
 CT1223  PID         -  CT1223
 CT1223  STATE/COUNTY-  TX/TAYLOR
 CT1223  USGS QUAD   -  HAMBY (1987)
 CT1223
 CT1223                         *CURRENT SURVEY CONTROL
 CT1223  ___________________________________________________________________
 CT1223* NAD 83(1993)-  32 31 07.08874(N)    099 37 57.42309(W)     ADJUSTED  
 CT1223* NAVD 88     -                                                        
 CT1223  ___________________________________________________________________
 CT1223  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 CT1223  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CT1223
 CT1223  HORZ ORDER  -  THIRD
 CT1223
 CT1223.The horizontal coordinates were established by classical geodetic methods
 CT1223.and adjusted by the National Geodetic Survey in February 1996..
 CT1223
 CT1223
 CT1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1223
 CT1223.The geoid height was determined by GEOID03.
 CT1223
 CT1223;                    North         East     Units Scale Factor Converg.
 CT1223;SPC TXNC     - 2,095,049.077   493,593.274   MT  0.99991559   -0 37 03.8
 CT1223;SPC TXNC     - 6,873,506.85  1,619,397.27   sFT  0.99991559   -0 37 03.8
 CT1223;UTM  14      - 3,598,101.249   440,584.180   MT  0.99964353   -0 20 24.3
 CT1223
 CT1223                          SUPERSEDED SURVEY CONTROL
 CT1223
 CT1223  NAD 83(1986)-  32 31 07.09508(N)    099 37 57.41194(W) AD(       ) 4
 CT1223
 CT1223.Superseded values are not recommended for survey control.
 CT1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1223.See file dsdata.txt to determine how the superseded data were derived.
 CT1223
 CT1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA4058498101(NAD 83)
 CT1223_MARKER: 90 = CHURCH SPIRE
 CT1223
 CT1223  HISTORY     - Date     Condition        Report By
 CT1223  HISTORY     - 1956     FIRST OBSERVED   USGS
 CT1223  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT1223
 CT1223                          STATION DESCRIPTION
 CT1223
 CT1223'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CT1223'STATION LOCATED IN THE COMMUNITY OF HAMBY, TEXAS, THE CHURCH HAS TWO
 CT1223'SIMILAR STEEPLES.  THE EASTERN STEEPLE WAS SIGHTED.
 CT1223'
 CT1223'STATION MARK--NONE.
 CT1223'
 CT1223'REFERENCE MARKS--NONE.
 CT1223
 CT1223                          STATION RECOVERY (2001)
 CT1223
 CT1223'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0037 ***********************************************************************
 CA0037  DESIGNATION -  HAMILTON
 CA0037  PID         -  CA0037
 CA0037  STATE/COUNTY-  TX/HAMILTON
 CA0037  USGS QUAD   -  HAMILTON EAST (1979)
 CA0037
 CA0037                         *CURRENT SURVEY CONTROL
 CA0037  ___________________________________________________________________
 CA0037* NAD 83(1986)-  31 42 15.     (N)    098 07 22.     (W)     SCALED    
 CA0037* NAVD 88     -       353.312  (meters)    1159.16   (feet)  ADJUSTED  
 CA0037  ___________________________________________________________________
 CA0037  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CA0037  DYNAMIC HT  -         352.857 (meters)    1157.66  (feet)  COMP
 CA0037  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 CA0037
 CA0037  VERT ORDER  -  SECOND    CLASS 0
 CA0037
 CA0037.The horizontal coordinates were scaled from a topographic map and have
 CA0037.an estimated accuracy of +/- 6 seconds.
 CA0037
 CA0037.The orthometric height was determined by differential leveling
 CA0037.and adjusted by the National Geodetic Survey in June 1991..
 CA0037
 CA0037.The geoid height was determined by GEOID03.
 CA0037
 CA0037.The dynamic height is computed by dividing the NAVD 88
 CA0037.geopotential number by the normal gravity value computed on the
 CA0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0037.degrees latitude (g = 980.6199 gals.).
 CA0037
 CA0037.The modeled gravity was interpolated from observed gravity values.
 CA0037
 CA0037;                    North         East    Units  Estimated Accuracy
 CA0037;SPC TX C     - 3,227,960.      909,530.      MT  (+/- 180 meters Scaled)
 CA0037
 CA0037                          SUPERSEDED SURVEY CONTROL
 CA0037
 CA0037  NGVD 29 (??/??/92)  353.228  (m)         1158.88   (f) ADJ UNCH    2 0
 CA0037
 CA0037.Superseded values are not recommended for survey control.
 CA0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0037.See file dsdata.txt to determine how the superseded data were derived.
 CA0037
 CA0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA831079(NAD 83)
 CA0037_MARKER: DB = BENCH MARK DISK
 CA0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0037_SP_SET: STEP
 CA0037_STAMPING: 1159.099 HAMILTON 1933
 CA0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0037
 CA0037  HISTORY     - Date     Condition        Report By
 CA0037  HISTORY     - 1933     MONUMENTED       CGS
 CA0037  HISTORY     - 1935     GOOD             NGS
 CA0037  HISTORY     - 20010317 GOOD             USPSQD
 CA0037
 CA0037                          STATION DESCRIPTION
 CA0037
 CA0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0037'IN HAMILTON.
 CA0037'AT HAMILTON, HAMILTON COUNTY, AT THE COUNTY COURTHOUSE, IN THE TOP
 CA0037'STEP OF THE EAST PROCH, 6 INCHES NORTH OF THE FIRST PILLAR NORTH OF
 CA0037'THE DOOR, AND 8 INCHES FROM THE EAST EDGE OF THE STEP.
 CA0037
 CA0037                          STATION RECOVERY (1935)
 CA0037
 CA0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0037'RECOVERED IN GOOD CONDITION.
 CA0037
 CA0037                          STATION RECOVERY (2001)
 CA0037
 CA0037'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0662 ***********************************************************************
 AZ0662  DESIGNATION -  HAMILTON
 AZ0662  PID         -  AZ0662
 AZ0662  STATE/COUNTY-  TX/KINNEY
 AZ0662  USGS QUAD   -  FLAT ROCK CREEK SW (1978)
 AZ0662
 AZ0662                         *CURRENT SURVEY CONTROL
 AZ0662  ___________________________________________________________________
 AZ0662* NAD 83(1993)-  29 33 08.20905(N)    100 41 05.54667(W)     ADJUSTED  
 AZ0662* NAVD 88     -       449.4    (meters)    1474.     (feet)  VERTCON   
 AZ0662  ___________________________________________________________________
 AZ0662  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AZ0662  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0662
 AZ0662  HORZ ORDER  -  FIRST
 AZ0662
 AZ0662.The horizontal coordinates were established by classical geodetic methods
 AZ0662.and adjusted by the National Geodetic Survey in February 1996..
 AZ0662
 AZ0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0662
 AZ0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0662
 AZ0662.The geoid height was determined by GEOID03.
 AZ0662
 AZ0662;                    North         East     Units Scale Factor Converg.
 AZ0662;SPC TXSC     - 4,191,681.153   436,734.810   MT  0.99987041   -0 49 31.6
 AZ0662;SPC TXSC     -13,752,207.25  1,432,854.12   sFT  0.99987041   -0 49 31.6
 AZ0662;UTM  14      - 3,270,360.078   336,761.148   MT  0.99992880   -0 49 52.3
 AZ0662
 AZ0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0662!SPC TXSC     -   0.99993299  x   0.99987041  =   0.99980341
 AZ0662!UTM  14      -   0.99993299  x   0.99992880  =   0.99986179
 AZ0662
 AZ0662|---------------------------------------------------------------------|
 AZ0662| PID    Reference Object                     Distance      Geod. Az  |
 AZ0662|                                                           dddmmss.s |
 AZ0662| CV4205 HAMILTON RM 1                        18.410 METERS 02821     |
 AZ0662| AZ0660 MAURICE                             APPROX.16.1 KM 0421601.8 |
 AZ0662| AZ0644 WINDMILL NEAR STA MOORE             APPROX.14.0 KM 2383254.1 |
 AZ0662| AZ0665 WINDMILL N OF STA MOORE             APPROX.12.8 KM 2534826.0 |
 AZ0662| CV4206 HAMILTON RM 2                        26.357 METERS 29659     |
 AZ0662|---------------------------------------------------------------------|
 AZ0662
 AZ0662                          SUPERSEDED SURVEY CONTROL
 AZ0662
 AZ0662  NAD 83(1986)-  29 33 08.20055(N)    100 41 05.52930(W) AD(       ) 1
 AZ0662  NAD 27      -  29 33 07.38800(N)    100 41 04.20000(W) AD(       ) 1
 AZ0662  NGVD 29 (07/19/86)  449.3    (m)         1474.     (f) VERT ANG       
 AZ0662
 AZ0662.Superseded values are not recommended for survey control.
 AZ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0662.See file dsdata.txt to determine how the superseded data were derived.
 AZ0662
 AZ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT3676170360(NAD 83)
 AZ0662_MARKER: DS = TRIANGULATION STATION DISK
 AZ0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0662
 AZ0662  HISTORY     - Date     Condition        Report By
 AZ0662  HISTORY     - 1918     MONUMENTED       CGS
 AZ0662  HISTORY     - 1924     GOOD             CGS
 AZ0662  HISTORY     - 1971     GOOD             NGS
 AZ0662
 AZ0662                          STATION DESCRIPTION
 AZ0662
 AZ0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AZ0662'STATION IS ABOUT 21 MILES BY ROAD NE OF DEL RIO AND 1-1/2
 AZ0662'MILES W OF THE HAMILTON RANCH HOUSE, AND 3-1/2 MILES SW OF THE
 AZ0662'OLD HAMILTON RANCH HOUSE.  THE AL. HAMILTON RANCH HOUSE IS
 AZ0662'WELL KNOWN FOR MILES AROUND.
 AZ0662'
 AZ0662'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AZ0662'
 AZ0662'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AZ0662'
 AZ0662'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AZ0662'18.390 METERS (60.33 FEET) DISTANT IN AZIMUTH 208 DEG 23 MIN.
 AZ0662'
 AZ0662'IN 1924 THE STATION MARKS WERE RECOVERED IN GOOD CONDITION.
 AZ0662'
 AZ0662
 AZ0662                          STATION RECOVERY (1971)
 AZ0662
 AZ0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 AZ0662'THE STATION IS LOCATED NORTHEAST 18 MILES AIRLINE DISTANCE FROM
 AZ0662'DEL RIO, TEXAS, AND NORTHWEST 23 MILES AIRLINE DISTANCE FROM
 AZ0662'BRACKETTVILLE.  TEXAS.  IT IS ABOUT 875 FEET WEST OF A NORTH-SOUTH
 AZ0662'FENCE ON A HIGH POINT OF LAND OWNED BY CLYDE SELLARS JR.,
 AZ0662'DEL RIO, TEXAS.
 AZ0662'
 AZ0662'TO REACH FROM DEL RIO, TEXAS, GO 2.9 MILES EAST ON U.S. HIGHWAY
 AZ0662'90 TO JUNCTION OF RANCH ROAD 2523 LEFT (NORTH), GO 16.5 MILES
 AZ0662'NORTHEAST ON RANCH ROAD 2523 TO PRIVATE DRIVE LEFT (NORTH) AND
 AZ0662'SIGN SELLARS SYCAMORE RANCH, GO 2.0 MILES NORTH ON PRIVATE
 AZ0662'DRIVE TO CROSS-ROADS 0.3 MILES WEST OF LEWIS RANCH, GO 0.2 MILES
 AZ0662'WEST ON FIELD ROAD TO GATE IN FENCE CORNER ON THE RIGHT (NORTH),
 AZ0662'THRU GATE GO 0.5 MILES NORTH ACROSS COUNTRY ALONG WEST SIDE
 AZ0662'OF FENCE TO STATION SITE.  8 FEET NORTH OF A USC AND GS
 AZ0662'WITNESS SIGN MOUNTED ON A METAL POST.
 AZ0662'
 AZ0662'STATION MARK--A STANDARD USC AND GS BRONZE DISK SET IN A
 AZ0662'CONCRETE POST, PROJECTING 0.2 FEET, AND STAMPED HAMILTON 1918.
 AZ0662'
 AZ0662'REFERENCE MARK NO. 1--A STANDARD USC AND GS BRONZE DISK SET
 AZ0662'IN BEDROCK, FLUSH WITH THE GROUND, AND STAMPED HAMILTON-NO. 1
 AZ0662'1918.
 AZ0662'
 AZ0662'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET SET
 AZ0662'IN BEDROCK, FLUSH WITH THE GROUND, AND STAMPED HAMILTON (CGS)
 AZ0662'1918-NO. 2 1971.
 AZ0662'
 AZ0662'STATION MAURICE USED 1941, IS VISIBLE FROM THE GROUND AT THIS
 AZ0662'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 AZ0662'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0822 ***********************************************************************
 DO0822  DESIGNATION -  HAMILTON
 DO0822  PID         -  DO0822
 DO0822  STATE/COUNTY-  TX/WICHITA
 DO0822  USGS QUAD   -  LAKE DIVERSION (1966)
 DO0822
 DO0822                         *CURRENT SURVEY CONTROL
 DO0822  ___________________________________________________________________
 DO0822* NAD 83(1993)-  33 51 58.66870(N)    098 54 28.12721(W)     ADJUSTED  
 DO0822* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 DO0822  ___________________________________________________________________
 DO0822  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 DO0822  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DO0822
 DO0822  HORZ ORDER  -  SECOND
 DO0822
 DO0822.The horizontal coordinates were established by classical geodetic methods
 DO0822.and adjusted by the National Geodetic Survey in February 1996..
 DO0822
 DO0822.The orthometric height was scaled from a topographic map.
 DO0822
 DO0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0822
 DO0822.The geoid height was determined by GEOID03.
 DO0822
 DO0822;                    North         East     Units Scale Factor Converg.
 DO0822;SPC TXNC     - 2,243,999.828   562,266.440   MT  0.99997355   -0 13 20.7
 DO0822;SPC TXNC     - 7,362,189.44  1,844,702.48   sFT  0.99997355   -0 13 20.7
 DO0822;UTM  14      - 3,747,335.222   508,526.575   MT  0.99960090   +0 03 04.9
 DO0822
 DO0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0822!SPC TXNC     -   0.99994758  x   0.99997355  =   0.99992113
 DO0822!UTM  14      -   0.99994758  x   0.99960090  =   0.99954850
 DO0822
 DO0822:                Primary Azimuth Mark                     Grid Az
 DO0822:SPC TXNC     -  CONTINENTAL OIL CO STANDPIPE             055 37 30.5
 DO0822:UTM  14      -  CONTINENTAL OIL CO STANDPIPE             055 21 04.9
 DO0822
 DO0822|---------------------------------------------------------------------|
 DO0822| PID    Reference Object                     Distance      Geod. Az  |
 DO0822|                                                           dddmmss.s |
 DO0822| DO0816 CONTINENTAL OIL CO STANDPIPE        APPROX. 7.9 KM 0552409.8 |
 DO0822| DO0821 KAMAY HL GAGE CO KKQ370 MAST        APPROX. 8.5 KM 0971023.9 |
 DO0822| CX8218 HAMILTON AZ MK                                     1162459.8 |
 DO0822| CX8219 HAMILTON RM 1                         6.580 METERS 19029     |
 DO0822| CX8220 HAMILTON RM 2                        12.921 METERS 28736     |
 DO0822|---------------------------------------------------------------------|
 DO0822
 DO0822                          SUPERSEDED SURVEY CONTROL
 DO0822
 DO0822  NAD 83(1993)-  33 51 58.66889(N)    098 54 28.12697(W) AD(       ) 2
 DO0822  NAD 83(1986)-  33 51 58.67404(N)    098 54 28.11593(W) AD(       ) 2
 DO0822  NAD 27      -  33 51 58.33059(N)    098 54 26.87768(W) AD(       ) 2
 DO0822
 DO0822.Superseded values are not recommended for survey control.
 DO0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0822.See file dsdata.txt to determine how the superseded data were derived.
 DO0822
 DO0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC0852747335(NAD 83)
 DO0822_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0822_SETTING: 66 = SET IN ROCK OUTCROP
 DO0822
 DO0822  HISTORY     - Date     Condition        Report By
 DO0822  HISTORY     - 1965     MONUMENTED       CGS
 DO0822  HISTORY     - 20020320 GOOD             USPSQD
 DO0822
 DO0822                          STATION DESCRIPTION
 DO0822
 DO0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0822'THE STATION IS ABOUT 15 MILES SOUTHWEST OF IOWA PARK, 11-1/2 MILES
 DO0822'SOUTH OF ELECTRA AND 6 MILES WEST OF KAMAY, ON TOP OF A SMALL BRUSH
 DO0822'COVERED KNOLL.
 DO0822'
 DO0822'TO REACH THE STATION FROM THE POST OFFICE IN KAMAY, GO WEST ON
 DO0822'STATE HIGHWAY 258 FOR 2.0 MILES TO THE JUNCTION WITH STATE HIGHWAY
 DO0822'25.  TURN RIGHT AND GO NORTH ON HIGHWAY 25 FOR 1.0 MILE TO A
 DO0822'GRAVELED SIDE ROAD LEFT AND SIGN BRADLEY 3 RANCH.  TURN LEFT AND
 DO0822'GO WEST AND SOUTHWEST ON GRAVELED ROAD FOR 2.75 MILES TO A CATTLE
 DO0822'GUARD.  CONTINUE WESTERLY ON GRAVELED ROAD FOR 1.4 MILES TO
 DO0822'THE AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY ON GRAVELED
 DO0822'ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, CROSSING
 DO0822'CATTLE GUARD, AND GO NORTH ON GRAVELED ROAD FOR 0.2 MILE TO
 DO0822'A CROSSROAD.  TURN LEFT AND GO WEST ON GRAVELED ROAD
 DO0822'FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 DO0822'TRACK ROAD FOR 0.1 MILE TO A LARGE OIL WELL AND STATION.
 DO0822'
 DO0822'STATION MARK IS A STANDARD DISK, STAMPED HAMILTON 1965, CEMENTED
 DO0822'IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND
 DO0822'SURFACE.  IT IS 84 FEET SOUTH OF THE CENTER OF AN OIL WELL PUMP AND
 DO0822'43 FEET SOUTHEAST OF A POWER LINE POLE.
 DO0822'
 DO0822'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAMILTON NO 1
 DO0822'1965, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH
 DO0822'THE GROUND SURFACE.  IT IS 106 SOUTH OF THE OIL WELL PUMP, 58 FEET
 DO0822'SOUTH-SOUTHEAST OF THE POWER LINE POLE AND ABOUT THE SAME
 DO0822'ELEVATION AS THE STATION.
 DO0822'
 DO0822'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAMILTON NO 2 1965,
 DO0822'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH
 DO0822'THE GROUND SURFACE.  IT IS 90 FEET SOUTHWEST OF THE OIL WELL
 DO0822'PUMP, 20.7 FEET SOUTHWEST OF THE POWER LINE POLE AND ABOUT 3 FEET
 DO0822'LOWER THAN THE STATION.
 DO0822'
 DO0822'AZIMUTH MARK IS A STANDARD DISK, STAMPED HAMILTON 1965, SET IN THE
 DO0822'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0822'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET SOUTH OF THE
 DO0822'CENTERLINE OF A GRAVELED ROAD, 21 FEET WEST OF A POWER LINE POLE,
 DO0822'2 FEET NORTHWEST OF A WITNESS POST AND 1 FOOT NORTH OF A
 DO0822'RIGHT-OF-WAY FENCE.
 DO0822
 DO0822                          STATION RECOVERY (2002)
 DO0822
 DO0822'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 DO0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1271 ***********************************************************************
 CR1271  DESIGNATION -  HAMILTON
 CR1271  PID         -  CR1271
 CR1271  STATE/COUNTY-  TX/CHEROKEE
 CR1271  USGS QUAD   -  GRIFFIN (1973)
 CR1271
 CR1271                         *CURRENT SURVEY CONTROL
 CR1271  ___________________________________________________________________
 CR1271* NAD 83(1993)-  32 05 13.34006(N)    095 04 48.31350(W)     ADJUSTED  
 CR1271* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 CR1271  ___________________________________________________________________
 CR1271  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CR1271  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR1271
 CR1271  HORZ ORDER  -  FIRST
 CR1271
 CR1271.The horizontal coordinates were established by classical geodetic methods
 CR1271.and adjusted by the National Geodetic Survey in February 1996..
 CR1271
 CR1271.The orthometric height was scaled from a topographic map.
 CR1271
 CR1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1271
 CR1271.The geoid height was determined by GEOID03.
 CR1271
 CR1271;                    North         East     Units Scale Factor Converg.
 CR1271;SPC TX C     - 3,280,037.503 1,195,772.212   MT  1.00006108   +2 42 20.6
 CR1271;SPC TX C     -10,761,256.37  3,923,129.33   sFT  1.00006108   +2 42 20.6
 CR1271;SPC TXNC     - 2,051,871.369   922,799.887   MT  1.00001314   +1 51 54.7
 CR1271;SPC TXNC     - 6,731,847.98  3,027,552.63   sFT  1.00001314   +1 51 54.7
 CR1271;UTM  15      - 3,551,976.794   303,691.558   MT  1.00007527   -1 06 19.1
 CR1271
 CR1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1271!SPC TX C     -   0.99997777  x   1.00006108  =   1.00003885
 CR1271!SPC TXNC     -   0.99997777  x   1.00001314  =   0.99999091
 CR1271!UTM  15      -   0.99997777  x   1.00007527  =   1.00005304
 CR1271
 CR1271:                Primary Azimuth Mark                     Grid Az
 CR1271:SPC TX C     -  ARP MUNICIPAL TANK                       003 50 46.1
 CR1271:SPC TXNC     -  ARP MUNICIPAL TANK                       004 41 12.0
 CR1271:UTM  15      -  ARP MUNICIPAL TANK                       007 39 25.8
 CR1271
 CR1271|---------------------------------------------------------------------|
 CR1271| PID    Reference Object                     Distance      Geod. Az  |
 CR1271|                                                           dddmmss.s |
 CR1271| CR1268 ARP MUNICIPAL TANK                  APPROX.15.6 KM 0063306.7 |
 CR1271| CY2060 HAMILTON RM 1                        33.360 METERS 01057     |
 CR1271| CY2059 HAMILTON AZ MK                                     0110315.1 |
 CR1271| CY2061 HAMILTON RM 2                        28.840 METERS 12415     |
 CR1271| CR1270 TROUP WEST MUNICIPAL TANK           APPROX. 7.7 KM 3274914.1 |
 CR1271| CR1267 TROUP MUNICIPAL TANK                APPROX. 7.3 KM 3320606.4 |
 CR1271|---------------------------------------------------------------------|
 CR1271
 CR1271                          SUPERSEDED SURVEY CONTROL
 CR1271
 CR1271  NAD 83(1986)-  32 05 13.34932(N)    095 04 48.29990(W) AD(       ) 1
 CR1271  NAD 27      -  32 05 12.76590(N)    095 04 47.50710(W) AD(       ) 1
 CR1271
 CR1271.Superseded values are not recommended for survey control.
 CR1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1271.See file dsdata.txt to determine how the superseded data were derived.
 CR1271
 CR1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR0369251977(NAD 83)
 CR1271_MARKER: DS = TRIANGULATION STATION DISK
 CR1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1271_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CR1271
 CR1271  HISTORY     - Date     Condition        Report By
 CR1271  HISTORY     - 1950     MONUMENTED       CGS
 CR1271  HISTORY     - 1958     GOOD             CGS
 CR1271  HISTORY     - 19730507 SEE DESCRIPTION  USGS
 CR1271  HISTORY     - 19910420 GOOD             USPSQD
 CR1271
 CR1271                          STATION DESCRIPTION
 CR1271
 CR1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1271'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF THE TOWN
 CR1271'OF TROUP AND IN A FARM YARD OWNED BY MR. JOHN HAMILTON.
 CR1271'IT IS 68 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CR1271'HOUSE, 30.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CR1271'CHICKEN HOUSE AND 20 FEET SOUTH OF THE GARDEN FENCE.
 CR1271'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 CR1271'IS STAMPED HAMILTON 1950.
 CR1271'
 CR1271'REFERENCE MARK NO. 1 IS 63 FEET NORTHWEST OF THE NORTHWEST
 CR1271'CORNER OF THE HOUSE, 1.5 FEET SOUTHWEST OF A GATE POST AND
 CR1271'1 FOOT SOUTH OF THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF
 CR1271'THE GROUND AND THE DISK IS STAMPED HAMILTON NO 1 1950.
 CR1271'
 CR1271'REFERENCE MARK NO. 2 IS 56 FEET SOUTH OF A DUG WELL AND 1.5
 CR1271'FEET NORTHWEST OF THE NORTHEAST CORNER OF A CATTLE SHED.
 CR1271'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HAMILTON
 CR1271'NO 2 1950.
 CR1271'
 CR1271'AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHEAST OF THE STATION,
 CR1271'100 FEET WEST-SOUTHWEST OF A FARM HOUSE, 21 FEET EAST-SOUTHEAST
 CR1271'OF THE CENTERLINE OF A ROAD, 11.5 FEET SOUTH-SOUTHWEST OF A
 CR1271'LARGE OAK TREE AND 2 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 CR1271'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HAMILTON 1950.
 CR1271'
 CR1271'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 259 AND FARM
 CR1271'ROAD 13 IN THE VILLAGE OF CARLISLE, GO WEST AND SOUTH ON
 CR1271'FARM ROAD 13 FOR 6.65 MILES TO A SIDE ROAD LEFT JUST BEFORE
 CR1271'REACHING A CHURCH ON THE RIGHT, TURN LEFT ON DIRT ROAD FOR
 CR1271'2.6 MILES TO THE AZIMUTH MARK ON THE LEFT AT A FARM HOUSE.
 CR1271'CONTINUE SOUTH 0.3 MILE TO FORKS, TAKE LEFT FORK 0.25 MILE TO
 CR1271'WHERE ROAD TURNS LEFT AT A FARM HOUSE AND THE STATION AS
 CR1271'DESCRIBED.
 CR1271'
 CR1271'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1271
 CR1271                          STATION RECOVERY (1958)
 CR1271
 CR1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1271'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 CR1271'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 CR1271'CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CR1271'
 CR1271'THE STATION IS LOCATED IN A FARM YARD ABOUT 7-1/2 MILES
 CR1271'NORTH OF SUMMERFIELD AND ABOUT 4-1/2 MILES SOUTHEAST OF
 CR1271'TROUP.  IT IS 109 FEET SOUTH OF THE CATTLE GUARD AT THE
 CR1271'ENTRANCE OF THE FARM YARD, 76 FEET SOUTHWEST OF A BRICK
 CR1271'CHIMNEY ON THE WEST END OF THE FARM HOUSE, 41 FEET SOUTHWEST
 CR1271'OF AN 18-INCH TREE AND 10 FEET WEST OF THE CENTER OF A DRIVEWAY.
 CR1271'THE MARK IS SET FLUSH AND IS STAMPED HAMILTON 1950.
 CR1271'
 CR1271'REFERENCE MARK NO. 1 IS 2 FEET WEST OF THE CATTLE GUARD.
 CR1271'THE MARK IS SET 6 INCHES UNDERGROUND AND IS STAMPED HAMILTON
 CR1271'NO 1 1950.
 CR1271'
 CR1271'REFERENCE MARK NO. 2 IS 59 FEET SOUTH OF A WELL.  THE MARK
 CR1271'PROJECTS 3 INCHES AND IS STAMPED HAMILTON NO 2 1950.
 CR1271'
 CR1271'AZIMUTH MARK IS ABOUT 100 FEET WEST OF A FARM HOUSE, 20 FEET
 CR1271'SOUTHEAST OF THE CENTER OF A DIRT ROAD, 11 FEET SOUTH-SOUTHWEST
 CR1271'OF A LARGE OAK TREE, 1 FOOT SOUTH-SOUTHWEST OF A WHITE WITNESS
 CR1271'POST AND 1 FOOT SOUTHEAST OF A FENCE.  THE MARK PROJECTS 5 INCHES
 CR1271'AND IS STAMPED HAMILTON 1950.
 CR1271'
 CR1271'TO REACH THE STATION FROM THE POST OFFICE IN TROUP, GO EAST
 CR1271'ON STATE HIGHWAY NO. 135 FOR 1/2 BLOCK TO JUNCTION WITH STATE
 CR1271'HIGHWAY NO. 110, TURN RIGHT AND GO SOUTH ON STATE HIGHWAY NO.
 CR1271'110 FOR 4.1 MILES TO A SIDE ROAD LEFT JUST AFTER PASSING A
 CR1271'ROAD-SIDE PARK ON RIGHT, TURN LEFT AND GO EASTERLY ON DIRT
 CR1271'ROAD FOR 0.9 MILE TO A FORKS, TAKE LEFT FORK AND CONTINUE
 CR1271'ON DIRT ROAD FOR 0.2 MILE TO A CROSSROAD, CONTINUE STRAIGHT
 CR1271'AHEAD ON DIRT ROAD FOR 1.0 MILE TO A T ROAD,* TURN RIGHT AND GO
 CR1271'SOUTHERLY FOR 0.2 MILE TO ABANDONED FARM HOUSE AT CURVE IN ROAD
 CR1271'AND STATION AS DESCRIBED.
 CR1271'
 CR1271'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND
 CR1271'GO NORTHERLY FOR 0.3 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 CR1271'
 CR1271'OBSERVATIONS WERE MADE FROM A 77-FOOT TOWER.
 CR1271
 CR1271                          STATION RECOVERY (1973)
 CR1271
 CR1271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JHM)
 CR1271'RECOVERED AS DESCRIBED.
 CR1271
 CR1271                          STATION RECOVERY (1991)
 CR1271
 CR1271'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CR1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1437 ***********************************************************************
 AJ1437  DESIGNATION -  HAMILTON 1974
 AJ1437  PID         -  AJ1437
 AJ1437  STATE/COUNTY-  TX/WEBB
 AJ1437  USGS QUAD   -  LAREDO WEST (1980)
 AJ1437
 AJ1437                         *CURRENT SURVEY CONTROL
 AJ1437  ___________________________________________________________________
 AJ1437* NAD 83(1993)-  27 30 24.53552(N)    099 30 29.70517(W)     ADJUSTED  
 AJ1437* NAVD 88     -       165.0    (meters)     541.     (feet)  VERTCON   
 AJ1437  ___________________________________________________________________
 AJ1437  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AJ1437  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ1437
 AJ1437  HORZ ORDER  -  FIRST
 AJ1437
 AJ1437.The horizontal coordinates were established by classical geodetic methods
 AJ1437.and adjusted by the National Geodetic Survey in February 1996..
 AJ1437
 AJ1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1437
 AJ1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1437
 AJ1437.The geoid height was determined by GEOID03.
 AJ1437
 AJ1437;                    North         East     Units Scale Factor Converg.
 AJ1437;SPC TX S     - 5,204,273.619   200,386.332   MT  0.99993360   -0 27 27.9
 AJ1437;SPC TX S     -17,074,354.37    657,434.16   sFT  0.99993360   -0 27 27.9
 AJ1437;UTM  14      - 3,042,674.573   449,801.390   MT  0.99963110   -0 14 05.1
 AJ1437
 AJ1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1437!SPC TX S     -   0.99997784  x   0.99993360  =   0.99991144
 AJ1437!UTM  14      -   0.99997784  x   0.99963110  =   0.99960895
 AJ1437
 AJ1437:                Primary Azimuth Mark                     Grid Az
 AJ1437:SPC TX S     -  LAREDO N MUN TANK                        004 09 44.0
 AJ1437:UTM  14      -  LAREDO N MUN TANK                        003 56 21.2
 AJ1437
 AJ1437|---------------------------------------------------------------------|
 AJ1437| PID    Reference Object                     Distance      Geod. Az  |
 AJ1437|                                                           dddmmss.s |
 AJ1437| AJ1436 LAREDO N MUN TANK                   APPROX. 7.5 KM 0034216.1 |
 AJ1437| AJ1380 LAREDO DEL MAR MUN TANK             APPROX. 7.6 KM 0192724.2 |
 AJ1437| AJ1379 LAREDO AFB TANK                     APPROX. 5.5 KM 0402802.4 |
 AJ1437| AJ1378 CASA                                APPROX.11.1 KM 0641752.0 |
 AJ1437| AJ1412 LAREDO RAD STA KVOZ MAST            APPROX. 3.9 KM 1090440.2 |
 AJ1437| AJ1410 VORTAC LAREDO LRD                   APPROX. 9.5 KM 1090847.5 |
 AJ1437| AJ1439 LAREDO TV STA KVTV MAST             APPROX. 2.0 KM 3165538.2 |
 AJ1437| AJ1438 LAREDO VU MORE CABLE TV MAST        APPROX. 4.2 KM 3595327.8 |
 AJ1437|---------------------------------------------------------------------|
 AJ1437
 AJ1437                          SUPERSEDED SURVEY CONTROL
 AJ1437
 AJ1437  NAD 83(1986)-  27 30 24.53161(N)    099 30 29.67813(W) AD(       ) 1
 AJ1437  NAD 27      -  27 30 23.46602(N)    099 30 28.52750(W) AD(       ) 1
 AJ1437  NGVD 29 (07/19/86)  165.0    (m)          541.     (f) VERT ANG       
 AJ1437
 AJ1437.Superseded values are not recommended for survey control.
 AJ1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1437.See file dsdata.txt to determine how the superseded data were derived.
 AJ1437
 AJ1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4980142675(NAD 83)
 AJ1437_MARKER: DS = TRIANGULATION STATION DISK
 AJ1437_SETTING: 0 = UNSPECIFIED SETTING
 AJ1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1437
 AJ1437  HISTORY     - Date     Condition        Report By
 AJ1437  HISTORY     - 1974     MONUMENTED       NGS
 AJ1437
 AJ1437                          STATION DESCRIPTION
 AJ1437
 AJ1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1437'THE STATION IS NEAR THE NORTHEAST CORNER OF THE ROOF OF THE HAMILTON
 AJ1437'HOTEL, WHICH IS LOCATED AT THE CORNER OF HOUSTON STREET AND SALINAS
 AJ1437'STREET IN DOWNTOWN LAREDO.
 AJ1437'
 AJ1437'STATION MARK IS A STANDARD DISK, STAMPED HAMILTON 1974, FASTENED TO
 AJ1437'THE ROOF WITH ROOFING CEMENT.  IT IS 26.3 FEET EAST-NORTHEAST OF THE
 AJ1437'SOUTHEAST CORNER OF THE ELEVATOR SHAFT, 12.5 FEET EAST OF THE
 AJ1437'NORTHEAST CORNER OF THE ELEVATOR SHAFT AND 6.5 FEET SOUTHWEST OF
 AJ1437'THE NORTHEAST CORNER OF A PARAPET AROUND THE ROOF OF THE BUILDING.
 AJ1437'
 AJ1437'THERE WAS NO SUITABLE LOCATION FOR REFERENCE MARKS AT THIS STATION.
 AJ1437'
 AJ1437'NEAREST TOWN--IN LAREDO.
 AJ1437'
 AJ1437'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0981 ***********************************************************************
 CA0981  DESIGNATION -  HAMILTON AIRPORT BEACON
 CA0981  PID         -  CA0981
 CA0981  STATE/COUNTY-  TX/HAMILTON
 CA0981  USGS QUAD   -  HAMILTON WEST (1979)
 CA0981
 CA0981                         *CURRENT SURVEY CONTROL
 CA0981  ___________________________________________________________________
 CA0981* NAD 83(1993)-  31 40 11.80132(N)    098 08 39.71416(W)     ADJUSTED  
 CA0981* NAVD 88     -                                                        
 CA0981  ___________________________________________________________________
 CA0981  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 CA0981  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CA0981
 CA0981  HORZ ORDER  -  THIRD
 CA0981
 CA0981.This mark is at Hamilton Muni (MNZ) Airport (MNZ)
 CA0981
 CA0981.The horizontal coordinates were established by classical geodetic methods
 CA0981.and adjusted by the National Geodetic Survey in February 1996..
 CA0981
 CA0981
 CA0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0981
 CA0981.The geoid height was determined by GEOID03.
 CA0981
 CA0981;                    North         East     Units Scale Factor Converg.
 CA0981;SPC TX C     - 3,224,121.960   907,556.161   MT  0.99994964   +1 07 38.8
 CA0981;SPC TX C     -10,577,806.80  2,977,540.50   sFT  0.99994964   +1 07 38.8
 CA0981;UTM  14      - 3,504,170.500   581,108.827   MT  0.99968114   +0 26 57.3
 CA0981
 CA0981                          SUPERSEDED SURVEY CONTROL
 CA0981
 CA0981  NAD 83(1986)-  31 40 11.80945(N)    098 08 39.69487(W) AD(       ) 4
 CA0981  NAD 27      -  31 40 11.25007(N)    098 08 38.56919(W) AD(       ) 3
 CA0981
 CA0981.Superseded values are not recommended for survey control.
 CA0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0981.See file dsdata.txt to determine how the superseded data were derived.
 CA0981
 CA0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA8110904171(NAD 83)
 CA0981_MARKER: 21 = AIRPORT BEACON
 CA0981
 CA0981  HISTORY     - Date     Condition        Report By
 CA0981  HISTORY     - 1975     FIRST OBSERVED   NGS
 CA0981
 CA0981                          STATION DESCRIPTION
 CA0981
 CA0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 CA0981'HAMILTON MUNICIPAL AIRPORT BEACON, TOWER IS A FOUR LEGGED STEEL
 CA0981'STRUCTURE, SELF SUPPORTING, WITH WHITE REVOLVING LIGHT ON TOP OF
 CA0981'THE FOUR STEEL LEGS.
 CA0981'
 CA0981'TOWER IS LOCATED AT THE HAMILTON MUNICIPAL AIRPORT, 1-1/2 MILES
 CA0981'SOUTH OF HAMILTON.
 CA0981'
 CA0981'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 16 AND U.S. HIGHWAY
 CA0981'281 IN HAMILTON, GO SOUTH ON U.S. HIGHWAY 281 FOR 2.6 MILES TO A
 CA0981'SIGN ON LEFT (HAMILTON MUNICIPAL AIRPORT), AND SIDE ROAD
 CA0981'RIGHT.  TURN RIGHT AND GO WEST FOR 0.4 MILE TO THE BEACON TOWER ON
 CA0981'LEFT.
 CA0981'
 CA0981'STATION IS WHITE LIGHT ATOP THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0977 ***********************************************************************
 CA0977  DESIGNATION -  HAMILTON CABLE TV CO MAST
 CA0977  PID         -  CA0977
 CA0977  STATE/COUNTY-  TX/HAMILTON
 CA0977  USGS QUAD   -  HAMILTON WEST (1979)
 CA0977
 CA0977                         *CURRENT SURVEY CONTROL
 CA0977  ___________________________________________________________________
 CA0977* NAD 83(1993)-  31 42 57.26051(N)    098 07 54.86652(W)     ADJUSTED  
 CA0977* NAVD 88     -                                                        
 CA0977  ___________________________________________________________________
 CA0977  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 CA0977  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CA0977
 CA0977  HORZ ORDER  -  THIRD
 CA0977
 CA0977.The horizontal coordinates were established by classical geodetic methods
 CA0977.and adjusted by the National Geodetic Survey in February 1996..
 CA0977
 CA0977
 CA0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0977
 CA0977.The geoid height was determined by GEOID03.
 CA0977
 CA0977;                    North         East     Units Scale Factor Converg.
 CA0977;SPC TX C     - 3,229,240.250   908,636.393   MT  0.99995931   +1 08 01.9
 CA0977;SPC TX C     -10,594,599.05  2,981,084.57   sFT  0.99995931   +1 08 01.9
 CA0977;UTM  14      - 3,509,274.263   582,249.224   MT  0.99968343   +0 27 23.0
 CA0977
 CA0977                          SUPERSEDED SURVEY CONTROL
 CA0977
 CA0977  NAD 83(1986)-  31 42 57.26810(N)    098 07 54.84673(W) AD(       ) 4
 CA0977  NAD 27      -  31 42 56.71672(N)    098 07 53.72517(W) AD(       ) 3
 CA0977
 CA0977.Superseded values are not recommended for survey control.
 CA0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0977.See file dsdata.txt to determine how the superseded data were derived.
 CA0977
 CA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA8224909274(NAD 83)
 CA0977_MARKER: 42 = RADIO/TV MAST
 CA0977
 CA0977  HISTORY     - Date     Condition        Report By
 CA0977  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA0977
 CA0977                          STATION DESCRIPTION
 CA0977
 CA0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0977'THE RED LIGHT ON TOP OF THE HAMILTON CABLE TV CO. MAST.  IT IS
 CA0977'A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS SECTION, ABOUT 3
 CA0977'FEET ON A SIDE, PAINTED IN ALTERNATING BANDS OF RED AND
 CA0977'WHITE.  IT IS 422 FEET TALL AND IS LOCATED ON THE OLD
 CA0977'STEPHENVILLE ROAD, IN THE NORTHWEST PART OF HAMILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7285 ***********************************************************************
 AC7285  DESIGNATION -  HAMILTON E MUNICIPAL TANK OLD
 AC7285  PID         -  AC7285
 AC7285  STATE/COUNTY-  TX/HAMILTON
 AC7285  USGS QUAD   -  HAMILTON EAST (1979)
 AC7285
 AC7285                         *CURRENT SURVEY CONTROL
 AC7285  ___________________________________________________________________
 AC7285* NAD 83(1993)-  31 42 01.59379(N)    098 06 46.73594(W)     ADJUSTED  
 AC7285* NAVD 88     -                                                        
 AC7285  ___________________________________________________________________
 AC7285  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AC7285  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AC7285
 AC7285  HORZ ORDER  -  THIRD
 AC7285
 AC7285.The horizontal coordinates were established by classical geodetic methods
 AC7285.and adjusted by the National Geodetic Survey in March 1997..
 AC7285
 AC7285
 AC7285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7285
 AC7285.The geoid height was determined by GEOID03.
 AC7285
 AC7285;                    North         East     Units Scale Factor Converg.
 AC7285;SPC TX C     - 3,227,561.749   910,463.974   MT  0.99995599   +1 08 37.0
 AC7285;SPC TX C     -10,589,092.17  2,987,080.55   sFT  0.99995599   +1 08 37.0
 AC7285;UTM  14      - 3,507,574.734   584,056.338   MT  0.99968714   +0 27 58.1
 AC7285
 AC7285                          SUPERSEDED SURVEY CONTROL
 AC7285
 AC7285.No superseded survey control is available for this station.
 AC7285
 AC7285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA8405607575(NAD 83)
 AC7285_MARKER: 54 = WATER TOWER
 AC7285
 AC7285  HISTORY     - Date     Condition        Report By
 AC7285  HISTORY     - 1955     FIRST OBSERVED   USGS
 AC7285  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AC7285
 AC7285                          STATION DESCRIPTION
 AC7285
 AC7285'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7285'STATION IS LOCATED AT THE E. EDGE OF HAMILTON, TEXAS, 152 FT. W. OF
 AC7285'BOWLING ST., 57 FT. S. OF MAIN ST., 55 FT. W. OF A LARGE, CIRCULAR,
 AC7285'STEEL TANK RESTING UPON THE GROUND.
 AC7285'STATION MARK--A CIRCULAR STEEL WATER TANK, PAINTED WHITE, WITH A ROUND
 AC7285'METAL BALL ON TOP, SUPPORTED BY FOUR STEEL LEGS.  THE BALL WAS THE
 AC7285'POINT OBSERVED UPON.
 AC7285'REFERENCE MARKS--NONE.
 AC7285
 AC7285                          STATION RECOVERY (2001)
 AC7285
 AC7285'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 AC7285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0972 ***********************************************************************
 CA0972  DESIGNATION -  HAMILTON EAST MUNICIPAL TANK
 CA0972  PID         -  CA0972
 CA0972  STATE/COUNTY-  TX/HAMILTON
 CA0972  USGS QUAD   -  HAMILTON EAST (1979)
 CA0972
 CA0972                         *CURRENT SURVEY CONTROL
 CA0972  ___________________________________________________________________
 CA0972* NAD 83(1993)-  31 42 01.62525(N)    098 06 46.78779(W)     ADJUSTED  
 CA0972* NAVD 88     -                                                        
 CA0972  ___________________________________________________________________
 CA0972  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 CA0972  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 CA0972
 CA0972  HORZ ORDER  -  THIRD
 CA0972
 CA0972.The horizontal coordinates were established by classical geodetic methods
 CA0972.and adjusted by the National Geodetic Survey in February 1996..
 CA0972
 CA0972
 CA0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0972
 CA0972.The geoid height was determined by GEOID03.
 CA0972
 CA0972;                    North         East     Units Scale Factor Converg.
 CA0972;SPC TX C     - 3,227,562.691   910,462.590   MT  0.99995599   +1 08 37.0
 CA0972;SPC TX C     -10,589,095.26  2,987,076.01   sFT  0.99995599   +1 08 37.0
 CA0972;UTM  14      - 3,507,575.691   584,054.966   MT  0.99968714   +0 27 58.1
 CA0972
 CA0972                          SUPERSEDED SURVEY CONTROL
 CA0972
 CA0972  NAD 83(1986)-  31 42 01.63305(N)    098 06 46.76830(W) AD(       ) 4
 CA0972  NAD 27      -  31 42 01.07571(N)    098 06 45.64456(W) AD(       ) 3
 CA0972
 CA0972.Superseded values are not recommended for survey control.
 CA0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0972.See file dsdata.txt to determine how the superseded data were derived.
 CA0972
 CA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA8405507576(NAD 83)
 CA0972_MARKER: 53 = ELEVATED TANK
 CA0972
 CA0972  HISTORY     - Date     Condition        Report By
 CA0972  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA0972  HISTORY     - 20010317 GOOD             USPSQD
 CA0972
 CA0972                          STATION DESCRIPTION
 CA0972
 CA0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0972'THE BALL AT THE TOP OF THE HAMILTON MUNICIPAL WATER TANK EAST,
 CA0972'LOCATED AT THE SOUTHEAST CORNER OF EAST MAIN STREET AND BOULDIN
 CA0972'STREET IN THE EAST PART OF HAMILTON.  THE TANK IS A CYLINDRICAL
 CA0972'TANK WITH A LOW OVAL ROOF STANDING 125 FEET HIGH ON 4 STRUCTURAL
 CA0972'STEEL LEGS PAINTED SILVER.
 CA0972
 CA0972                          STATION RECOVERY (2001)
 CA0972
 CA0972'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0910 ***********************************************************************
 DO0910  DESIGNATION -  HAMILTON ET
 DO0910  PID         -  DO0910
 DO0910  STATE/COUNTY-  TX/KNOX
 DO0910  USGS QUAD   -  KNOX CITY NW (1967)
 DO0910
 DO0910                         *CURRENT SURVEY CONTROL
 DO0910  ___________________________________________________________________
 DO0910* NAD 83(1993)-  33 28 12.73593(N)    099 57 40.43790(W)     ADJUSTED  
 DO0910* NAVD 88     -       471.7    (meters)    1548.     (feet)  VERTCON   
 DO0910  ___________________________________________________________________
 DO0910  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 DO0910  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DO0910
 DO0910  HORZ ORDER  -  SECOND
 DO0910
 DO0910.The horizontal coordinates were established by classical geodetic methods
 DO0910.and adjusted by the National Geodetic Survey in February 1996..
 DO0910
 DO0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0910
 DO0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0910
 DO0910.The geoid height was determined by GEOID03.
 DO0910
 DO0910;                    North         East     Units Scale Factor Converg.
 DO0910;SPC TXNC     - 2,200,940.938   464,190.104   MT  0.99989922   -0 47 49.0
 DO0910;SPC TXNC     - 7,220,920.39  1,522,930.37   sFT  0.99989922   -0 47 49.0
 DO0910;UTM  14      - 3,703,829.042   410,683.305   MT  0.99969835   -0 31 48.6
 DO0910
 DO0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0910!SPC TXNC     -   0.99993038  x   0.99989922  =   0.99982961
 DO0910!UTM  14      -   0.99993038  x   0.99969835  =   0.99962876
 DO0910
 DO0910|---------------------------------------------------------------------|
 DO0910| PID    Reference Object                     Distance      Geod. Az  |
 DO0910|                                                           dddmmss.s |
 DO0910| CX8222 HAMILTON ET RM 2                     25.487 METERS 13531     |
 DO0910| DP0513 CITY SERVICE OIL CO RADIO TWR       APPROX. 9.3 KM 2052418.8 |
 DO0910| DP0493 VULTURE ET                          APPROX. 8.6 KM 3024203.9 |
 DO0910| CX8221 HAMILTON ET RM 1                     29.550 METERS 31516     |
 DO0910|---------------------------------------------------------------------|
 DO0910
 DO0910                          SUPERSEDED SURVEY CONTROL
 DO0910
 DO0910  NAD 83(1993)-  33 28 12.73780(N)    099 57 40.43831(W) AD(       ) 2
 DO0910  NAD 83(1986)-  33 28 12.74227(N)    099 57 40.43016(W) AD(       ) 2
 DO0910  NAD 27      -  33 28 12.41073(N)    099 57 39.08414(W) AD(       ) 2
 DO0910  NGVD 29 (07/19/86)  471.5    (m)         1547.     (f) VERT ANG       
 DO0910
 DO0910.Superseded values are not recommended for survey control.
 DO0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0910.See file dsdata.txt to determine how the superseded data were derived.
 DO0910
 DO0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC1068303829(NAD 83)
 DO0910_MARKER: DD = SURVEY DISK
 DO0910_SETTING: 0 = UNSPECIFIED SETTING
 DO0910
 DO0910  HISTORY     - Date     Condition        Report By
 DO0910  HISTORY     - 1966     MONUMENTED       USGS
 DO0910
 DO0910                          STATION DESCRIPTION
 DO0910
 DO0910'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (CFL)
 DO0910'LOCATED SOUTH 52 DEG WEST ABOUT 12 MILES (AIRLINE) FROM BENJAMIN,
 DO0910'TEXAS.  NORTH 66 DEG WEST ABOUT 9 MILES (AIRLINE) FROM KNOX CITY,
 DO0910'TEXAS.  THE STATION IS LOCATED ON THE FARM TO MARKET ROAD 143, 49
 DO0910'FEET NE OF THE CENTER OF THE HIGHWAY, 88 FEET SSE OF THE SE CORNER
 DO0910'OF A HOUSE, 1.4 FEET SW OF A FENCE CORNER, AND 3.4 FEET NW OF A
 DO0910'USGS WITNESS SIGN ON A METAL POST.  THE STATION SITE CAN BE
 DO0910'LOCATED FROM THE WICHITA FALLS (NI 14-8) 1--250,000 SERIES MAP.
 DO0910'
 DO0910'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0910'
 DO0910'STATION MARK--A USGS BRONZE TABLET CRIMPED ON A COPPER-COATED ROD
 DO0910'DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A 6-INCH TILE, 12 INCHES
 DO0910'LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 DO0910'IS STAMPED HAMILTON ET 1966.
 DO0910'
 DO0910'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0910'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH THE
 DO0910'GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0910'GRAVEL, AND IS AT THE SW SIDE OF A FENCE CORNER.  RM NO. 1 IS
 DO0910'LOCATED 96.95 FEET (29.550 METERS) NW OF THE STATION MARK AND IS
 DO0910'STAMPED HOLLAND ET NO. 1 1966.
 DO0910'
 DO0910'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET CRIMPED TO A
 DO0910'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, FLUSH WITH THE
 DO0910'GROUND, CENTERED IN A 6-INCH TILE, 12 INCHES LONG, FILLED WITH
 DO0910'GRAVEL, AND IS AT THE NW SIDE OF A POWER POLE.  RM NO. 2 IS
 DO0910'LOCATED 83.62 FEET (25.487 METERS) SE FROM THE STATION MARK, AND
 DO0910'IS STAMPED HAMILTON ET NO. 2 1966.
 DO0910'
 DO0910'USGS STATION VULTURE ET 1966 IS VISIBLE FROM THE GROUND AT THIS
 DO0910'STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0978 ***********************************************************************
 CA0978  DESIGNATION -  HAMILTON RADIO STA KCLW MAST
 CA0978  PID         -  CA0978
 CA0978  STATE/COUNTY-  TX/HAMILTON
 CA0978  USGS QUAD   -  HAMILTON WEST (1979)
 CA0978
 CA0978                         *CURRENT SURVEY CONTROL
 CA0978  ___________________________________________________________________
 CA0978* NAD 83(1993)-  31 43 08.06753(N)    098 08 40.10896(W)     ADJUSTED  
 CA0978* NAVD 88     -                                                        
 CA0978  ___________________________________________________________________
 CA0978  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 CA0978  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CA0978
 CA0978  HORZ ORDER  -  THIRD
 CA0978
 CA0978.The horizontal coordinates were established by classical geodetic methods
 CA0978.and adjusted by the National Geodetic Survey in February 1996..
 CA0978
 CA0978
 CA0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0978
 CA0978.The geoid height was determined by GEOID03.
 CA0978
 CA0978;                    North         East     Units Scale Factor Converg.
 CA0978;SPC TX C     - 3,229,549.530   907,438.949   MT  0.99995997   +1 07 38.6
 CA0978;SPC TX C     -10,595,613.75  2,977,155.95   sFT  0.99995997   +1 07 38.6
 CA0978;UTM  14      - 3,509,597.592   581,055.852   MT  0.99968103   +0 26 59.3
 CA0978
 CA0978                          SUPERSEDED SURVEY CONTROL
 CA0978
 CA0978  NAD 83(1986)-  31 43 08.07479(N)    098 08 40.08898(W) AD(       ) 4
 CA0978  NAD 27      -  31 43 07.60476(N)    098 08 38.99151(W) AD(       ) 3
 CA0978
 CA0978.Superseded values are not recommended for survey control.
 CA0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0978.See file dsdata.txt to determine how the superseded data were derived.
 CA0978
 CA0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA8105609598(NAD 83)
 CA0978_MARKER: 42 = RADIO/TV MAST
 CA0978
 CA0978  HISTORY     - Date     Condition        Report By
 CA0978  HISTORY     - 1955     FIRST OBSERVED   USGS
 CA0978  HISTORY     - 1975     GOOD             NGS
 CA0978
 CA0978                          STATION DESCRIPTION
 CA0978
 CA0978'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0978'STATION IS LOCATED ABOUT 1.1 MI. N. AND 1.0 MI. W. OF HAMILTON, TEXAS,
 CA0978'A SQUARE, STEEL RADIO MAST, PAINTED ALTERNATELY RED AND WHITE, WITH
 CA0978'FOUR RED LIGHTS ON THE SIDES AND A RED FLASHING LIGHT ON TOP.  THE
 CA0978'CENTER OF THE MAST WAS THE POINT OBSERVED UPON.
 CA0978'REFERENCE MARKS--NONE.
 CA0978
 CA0978                          STATION RECOVERY (1975)
 CA0978
 CA0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 CA0978'HAMILTON, RADIO STATION KCLW 900 MAST IS A TRIANGULAR STEEL
 CA0978'STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE, AND
 CA0978'AN OVERALL HEIGHT OF 262 FEET.
 CA0978'
 CA0978'THE MAST IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE NORTHWEST
 CA0978'EDGE OF HAMILTON.
 CA0978'
 CA0978'TO REACH FROM THE JUNCTION OF FARM ROAD 218 AND STATE HIGHWAY 16
 CA0978'IN THE NORTHWEST EDGE OF HAMILTON, GO NORTH ON STATE HIGHWAY 16
 CA0978'FOR 0.95 TO A SIDE ROAD RIGHT, CONTINUE NORTH FOR 0.15 MILE TO THE
 CA0978'STATION ON THE RIGHT.
 CA0978'
 CA0978'STATION IS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0971 ***********************************************************************
 CA0971  DESIGNATION -  HAMILTON ST HWY DEPT RAD MAST
 CA0971  PID         -  CA0971
 CA0971  STATE/COUNTY-  TX/HAMILTON
 CA0971  USGS QUAD   -  HAMILTON EAST (1979)
 CA0971
 CA0971                         *CURRENT SURVEY CONTROL
 CA0971  ___________________________________________________________________
 CA0971* NAD 83(1993)-  31 41 56.22156(N)    098 06 27.02391(W)     ADJUSTED  
 CA0971* NAVD 88     -                                                        
 CA0971  ___________________________________________________________________
 CA0971  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CA0971  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 CA0971
 CA0971  HORZ ORDER  -  THIRD
 CA0971
 CA0971.The horizontal coordinates were established by classical geodetic methods
 CA0971.and adjusted by the National Geodetic Survey in February 1996..
 CA0971
 CA0971
 CA0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0971
 CA0971.The geoid height was determined by GEOID03.
 CA0971
 CA0971;                    North         East     Units Scale Factor Converg.
 CA0971;SPC TX C     - 3,227,406.695   910,986.236   MT  0.99995567   +1 08 47.2
 CA0971;SPC TX C     -10,588,583.47  2,988,794.01   sFT  0.99995567   +1 08 47.2
 CA0971;UTM  14      - 3,507,413.559   584,576.591   MT  0.99968822   +0 28 08.4
 CA0971
 CA0971                          SUPERSEDED SURVEY CONTROL
 CA0971
 CA0971  NAD 83(1986)-  31 41 56.22934(N)    098 06 27.00445(W) AD(       ) 4
 CA0971  NAD 27      -  31 41 55.67167(N)    098 06 25.88135(W) AD(       ) 3
 CA0971
 CA0971.Superseded values are not recommended for survey control.
 CA0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0971.See file dsdata.txt to determine how the superseded data were derived.
 CA0971
 CA0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA8457707414(NAD 83)
 CA0971_MARKER: 42 = RADIO/TV MAST
 CA0971
 CA0971  HISTORY     - Date     Condition        Report By
 CA0971  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA0971  HISTORY     - 20010317 GOOD             USPSQD
 CA0971
 CA0971                          STATION DESCRIPTION
 CA0971
 CA0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0971'THE RED LIGHT ON TOP OF THE TEXAS STATE HIGHWAY DEPARTMENT RADIO
 CA0971'MAST.  IT IS A STRUCTURAL STEEL MAST, TRIANGULAR IN CROSS SECTION,
 CA0971'ABOUT 4 FEET ON A SIDE, PAINTED ALTERNATING BANDS OF RED AND
 CA0971'WHITE.  IT IS 125 FEET TALL AND IS LOCATED JUST EAST OF THE FORK
 CA0971'ON STATE HIGHWAY 22 AND STATE HIGHWAY 36 (E. MAIN STREET) IN
 CA0971'THE EAST PART OF HAMILTON.
 CA0971
 CA0971                          STATION RECOVERY (2001)
 CA0971
 CA0971'RECOVERY NOTE BY US POWER SQUADRON 2001 (NB)
 CA0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0976 ***********************************************************************
 CA0976  DESIGNATION -  HAMILTON WEST MUNICIPAL TANK
 CA0976  PID         -  CA0976
 CA0976  STATE/COUNTY-  TX/HAMILTON
 CA0976  USGS QUAD   -  HAMILTON WEST (1979)
 CA0976
 CA0976                         *CURRENT SURVEY CONTROL
 CA0976  ___________________________________________________________________
 CA0976* NAD 83(1993)-  31 42 07.83637(N)    098 07 34.83136(W)     ADJUSTED  
 CA0976* NAVD 88     -                                                        
 CA0976  ___________________________________________________________________
 CA0976  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CA0976  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CA0976
 CA0976  HORZ ORDER  -  THIRD
 CA0976
 CA0976.The horizontal coordinates were established by classical geodetic methods
 CA0976.and adjusted by the National Geodetic Survey in February 1996..
 CA0976
 CA0976
 CA0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0976
 CA0976.The geoid height was determined by GEOID03.
 CA0976
 CA0976;                    North         East     Units Scale Factor Converg.
 CA0976;SPC TX C     - 3,227,728.777   909,193.966   MT  0.99995636   +1 08 12.2
 CA0976;SPC TX C     -10,589,640.16  2,982,913.87   sFT  0.99995636   +1 08 12.2
 CA0976;UTM  14      - 3,507,756.718   582,788.737   MT  0.99968453   +0 27 32.9
 CA0976
 CA0976                          SUPERSEDED SURVEY CONTROL
 CA0976
 CA0976  NAD 83(1986)-  31 42 07.84427(N)    098 07 34.81181(W) AD(       ) 4
 CA0976  NAD 27      -  31 42 07.28778(N)    098 07 33.68668(W) AD(       ) 3
 CA0976
 CA0976.Superseded values are not recommended for survey control.
 CA0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0976.See file dsdata.txt to determine how the superseded data were derived.
 CA0976
 CA0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA8278907757(NAD 83)
 CA0976_MARKER: 53 = ELEVATED TANK
 CA0976
 CA0976  HISTORY     - Date     Condition        Report By
 CA0976  HISTORY     - 1967     FIRST OBSERVED   CGS
 CA0976
 CA0976                          STATION DESCRIPTION
 CA0976
 CA0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA0976'THE POLE ON TOP OF THE HAMILTON MUNICIPAL WATER TANK WEST,
 CA0976'LOCATED AT THE NORTH EDGE OF SCHOOL GROUNDS IN THE SOUTHWEST
 CA0976'CORNER OF COLLEGE STREET AND COKE STREET IN THE SOUTHWEST PART
 CA0976'OF HAMILTON.  THE TANK IS A CYLINDRICAL TANK WITH A LOW OVAL
 CA0976'ROOF STANDING 125 FEET HIGH ON 4 STRUCTURAL STEEL LEGS WHICH
 CA0976'ARE GUYED.  THE TANK IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1823 ***********************************************************************
 AX1823  DESIGNATION -  HAMON
 AX1823  PID         -  AX1823
 AX1823  STATE/COUNTY-  TX/GONZALES
 AX1823  USGS QUAD   -  HAMON (1987)
 AX1823
 AX1823                         *CURRENT SURVEY CONTROL
 AX1823  ___________________________________________________________________
 AX1823* NAD 83(1993)-  29 23 25.55085(N)    097 20 18.88018(W)     ADJUSTED  
 AX1823* NAVD 88     -       116.31   (+/-2cm)     381.6    (feet)  VERTCON   
 AX1823  ___________________________________________________________________
 AX1823  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AX1823  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AX1823
 AX1823  HORZ ORDER  -  FIRST
 AX1823  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1823
 AX1823.The horizontal coordinates were established by classical geodetic methods
 AX1823.and adjusted by the National Geodetic Survey in February 1996..
 AX1823
 AX1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1823.The vertical order pertains to the NGVD 29 superseded value.
 AX1823
 AX1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX1823
 AX1823.The geoid height was determined by GEOID03.
 AX1823
 AX1823;                    North         East     Units Scale Factor Converg.
 AX1823;SPC TXSC     - 4,173,712.870   761,247.658   MT  0.99986371   +0 48 50.2
 AX1823;SPC TXSC     -13,693,256.31  2,497,526.69   sFT  0.99986371   +0 48 50.2
 AX1823;UTM  14      - 3,252,390.617   661,222.349   MT  0.99992073   +0 48 55.9
 AX1823
 AX1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX1823!SPC TXSC     -   0.99998595  x   0.99986371  =   0.99984966
 AX1823!UTM  14      -   0.99998595  x   0.99992073  =   0.99990668
 AX1823
 AX1823|---------------------------------------------------------------------|
 AX1823| PID    Reference Object                     Distance      Geod. Az  |
 AX1823|                                                           dddmmss.s |
 AX1823| AX1824 HAMON RM 1                           23.500 METERS 00955     |
 AX1823| AX1825 HAMON RM 2                           18.230 METERS 09121     |
 AX1823| AX2604 SAN ANTONIO HOUSTON AWY BCN 7       APPROX.14.1 KM 1231732.5 |
 AX1823| AX1822 HAMON AZ MK                                        3193746.8 |
 AX1823|---------------------------------------------------------------------|
 AX1823
 AX1823                          SUPERSEDED SURVEY CONTROL
 AX1823
 AX1823  NAD 83(1986)-  29 23 25.56168(N)    097 20 18.86942(W) AD(       ) 1
 AX1823  NAD 27      -  29 23 24.68700(N)    097 20 17.90700(W) AD(       ) 1
 AX1823  NGVD 29 (??/??/92)  116.286  (m)          381.51   (f) ADJ UNCH    2 0
 AX1823
 AX1823.Superseded values are not recommended for survey control.
 AX1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1823.See file dsdata.txt to determine how the superseded data were derived.
 AX1823
 AX1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT6122252391(NAD 83)
 AX1823_MARKER: DS = TRIANGULATION STATION DISK
 AX1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1823_STAMPING: HAMON 1943
 AX1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1823+STABILITY: SURFACE MOTION
 AX1823
 AX1823  HISTORY     - Date     Condition        Report By
 AX1823  HISTORY     - 1943     MONUMENTED       CGS
 AX1823  HISTORY     - 1943     GOOD             CGS
 AX1823  HISTORY     - 1958     GOOD             USGS
 AX1823  HISTORY     - 1963     GOOD             CGS
 AX1823  HISTORY     - 1971     GOOD             NGS
 AX1823  HISTORY     - 1971     GOOD             NGS
 AX1823
 AX1823                          STATION DESCRIPTION
 AX1823
 AX1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX1823'ABOUT 11 MILES SE OF GONZALES, 12 MILES NW OF YOAKUM AND
 AX1823'1 MILE SE OF HAMON GIN, ON LAND OWNED BY MARTHA C. FREEMAN.
 AX1823'THE STATION IS 0.05 MILE E OF BOARD GATE AT ROAD ON HIGH PART
 AX1823'OF HILL IN OPEN GROVE.  THE MARK IS 15 FEET N OF CENTER LINE
 AX1823'OF ONE WOODS ROAD AND 42 FEET S OF ANOTHER WOODS ROAD, 21
 AX1823'FEET SE OF A 17-INCH POST OAK, 24 FEET NW OF A 15-INCH POST OAK.
 AX1823'THE MARK PROJECTS 3 INCHES AND IS STAMPED HAMON 1943.
 AX1823'
 AX1823'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX1823'DISKS SET IN CONCRETE.
 AX1823'
 AX1823'REFERENCE MARK NO. 1 IS N OF THE STATION, 30 FEET N OF DIM
 AX1823'WOODS ROAD, 12 FEET E OF 13-INCH BLACKJACK OAK AND 12 FEET
 AX1823'SE OF 20-INCH POST OAK.  THE MARK PROJECTS 3 INCHES.
 AX1823'
 AX1823'REFERENCE MARK NO. 2 IS E OF THE STATION, 18 FEET N OF THE
 AX1823'CENTER LINE OF WOODS ROAD, 6 FEET W OF 14-INCH BLACKJACK
 AX1823'OAK.  THE MARK PROJECTS 4 INCHES.
 AX1823'
 AX1823'THE AZIMUTH MARK IS 1.15 MILES NW OF THE STATION, 18 FEET
 AX1823'N OF THE CENTER LINE OF THE ROAD, 1 FOOT N OF THE FENCE,
 AX1823'12 FEET E OF TWO 12-INCH MESQUITE TREES.  REACHED FROM THE
 AX1823'STATION BY GOING 0.05 MILE TO GATE AT MAIN ROAD, TURN RIGHT,
 AX1823'N AND GO 1.10 MILES TO AZIMUTH MARK ON N SIDE OF ROAD.  THE
 AX1823'MARK PROJECTS 6 INCHES.
 AX1823'
 AX1823'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 AX1823'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 AX1823'
 AX1823'REACHED FROM GONZALES ON T-29, BY GOING S 1.95 MILES TO JUNCTION
 AX1823'WITH T-200.  CONTINUE SE ON T-29, 7.65 MILES TO SMALL STORE
 AX1823'AND FILLING STATION ON LEFT.  TURN E ON GRAVEL ROAD 1.1 MILES
 AX1823'TO HAMON GIN.  THENCE TO RIGHT 0.20 MILE.  THENCE LEFT AND
 AX1823'FOLLOW MAIN ROAD, E AND SE, 1.2 MILES TO BOARD GATE ON LEFT
 AX1823'AT TOP OF GRADE.  STATION IS 0.05 MILE E OF THIS GATE.
 AX1823'
 AX1823'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 AX1823
 AX1823                          STATION RECOVERY (1943)
 AX1823
 AX1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AX1823'THE ORIGINAL DESCRIPTION NOT AVAILABLE AT THE TIME OF RECOVERY.
 AX1823'STATION, TWO REFERENCE MARKS, AND THE AZIMUTH MARK RECOVERED
 AX1823'AND FOUND TO BE IN GOOD CONDITION.
 AX1823'
 AX1823'STATION IS ABOUT 11 MILES SE OF GONZALES, ABOUT 1.3 MILES SE
 AX1823'OF THE OLD SITE OF HAMON, ON THE TOP OF A HILL, ABOUT 0.1
 AX1823'MILE EAST OF GRADED ROAD LEADING TO DRYER, 15 FEET N OF A
 AX1823'TRAIL LEADING E AND 3 FEET W OF A 4 X 4 INCH WOODEN MARKER
 AX1823'POST.  IT IS STAMPED HAMON 1943.  THE MONUMENT PROJECTS
 AX1823'ABOUT 0.6 FOOT.  R.M. NO. 1 IS 77.2 FEET NORTH
 AX1823'OF THE STATION.  IT IS STAMPED HAMON NO. 1 1943.  THE MONUMENT
 AX1823'PROJECTS ABOUT 0.6 FOOT.
 AX1823'
 AX1823'R.M. NO. 2 IS 59.9 FEET EAST OF THE STATION, 20
 AX1823'FEET N OF THE TRAIL.  IT IS STAMPED HAMON NO. 2 1943.  THE
 AX1823'MONUMENT PROJECTS ABOUT 0.6 FOOT.
 AX1823'
 AX1823'AZIMUTH MARK IS ABOUT 1 MILE SW OF THE STATION, ABOUT 0.1 MILE
 AX1823'E OF A COTTON GIN, 20 FEET NW OF AND ABOUT THE SAME ELEVATION
 AX1823'AS THE CENTERLINE OF GRADED ROAD AND 2 FEET NE OF A 4 X 4 INCH
 AX1823'WOODEN MARKER POST.  IT IS STAMPED HAMON 1943.  THE MONUMENT
 AX1823'PROJECTS ABOUT 0.5 FOOT.
 AX1823
 AX1823                          STATION RECOVERY (1958)
 AX1823
 AX1823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 AX1823'11.6 MI SE FROM GONZALES.
 AX1823'9.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 183 FROM THE COURTHOUSE AT
 AX1823'GONZALES, GONZALES COUNTY, THENCE 1.0 MILE NORTHEAST ALONG A GRADED
 AX1823'ROAD, THENCE 0.2 MILE SOUTHEAST ALONG A GRADED ROAD TO A T-ROAD
 AX1823'LEADING NORTHEAST, THENCE 1.2 MILES NORTHEAST TO A METAL GATE AT THE
 AX1823'TOP OF THE GRADE.  0.05 MILE EAST OF THIS GATE, IN AN OPEN GROVE, 15
 AX1823'FEET NORTH OF THE CENTERLINE OF A WOODS ROAD, 21 FEET SOUTHEAST OF A
 AX1823'17-INCH POST OAK TREE, AND 24 FEET NORTHWEST OF A 15-INCH POST OAK.
 AX1823'THE CONCRETE POST PROJECTS 3 INCHES ABOVE GROUND.
 AX1823
 AX1823                          STATION RECOVERY (1963)
 AX1823
 AX1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX1823'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 AX1823'MARK WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AX1823'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX1823
 AX1823                          STATION RECOVERY (1971)
 AX1823
 AX1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AX1823'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 AX1823'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 AX1823'
 AX1823'DUE TO A REPORT OF THE AZIMUTH MARK NOT BEING FOUND A NEW
 AX1823'DESCRIPTION OF THE AZIMUTH MARK, AND A TO REACH FOR THE STATION
 AX1823'FOLLOWS--
 AX1823'
 AX1823'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAMON 1943, SET
 AX1823'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS 72
 AX1823'FEET NORTH OF THE NORTH EAST CORNER OF A LARGE CHICKEN HOUSE,
 AX1823'20 FEET NORTH OF THE CENTER OF THE ROAD, 14 FEET EAST OF TWIN
 AX1823'MESQUITE TREES, 2.0 FEET EAST OF A METAL WITNESS POST, AND UNDER
 AX1823'AN EAST-WEST FENCE LINE.
 AX1823'
 AX1823'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN GONZALES,
 AX1823'GO SOUTH ON U.S. HIGHWAY 183 FOR 8.5 MILES TO A CONCRETE BRIDGE
 AX1823'IN A CURVE, CONTINUE SOUTH FOR 1.1 MILES TO A SIDE ROAD ON THE
 AX1823'LEFT, TURN LEFT AND GO EAST ON THE SIDE ROAD FOR 1.15 MILES TO A T
 AX1823'ROAD AND A SET OF CORRALS ON THE LEFT TURN RIGHT AND GO
 AX1823'SOUTH FOR 0.15 MILE TO A LEFT TURN, GO EAST FOR 0.15 MILE TO
 AX1823'SEVERAL LARGE CHICKEN HOUSES ON THE RIGHT AND THE AZIMUTH
 AX1823'MARK ON THE LEFT AS DESCRIBED, CONTINUE EAST ON GRAVELED
 AX1823'ROAD FOR 0.2 MILE TO A SMALL WOODEN BRIDGE AND A RIGHT TURN,
 AX1823'GO SOUTH FOR 0.75 MILE TO A CATTLE GUARD, CROSS CATTLE
 AX1823'GUARD AND CONTINUE SOUTH FOR 0.1 MILE TO A DRIVEWAY INTO THE
 AX1823'WOODS ON THE LEFT, TURN LEFT INTO THE DRIVEWAY AND GO 0.05
 AX1823'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AX1823'
 AX1823'THE PROPERTY ON WHICH THE STATION IS LOCATED IS PRESENTLY UNDER
 AX1823'LEASE TO THE BEXAR PLUMBING COMPANY.
 AX1823'
 AX1823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11 MILES
 AX1823'SE OF GONZALES
 AX1823
 AX1823                          STATION RECOVERY (1971)
 AX1823
 AX1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1822 ***********************************************************************
 AX1822  DESIGNATION -  HAMON AZ MK
 AX1822  PID         -  AX1822
 AX1822  STATE/COUNTY-  TX/GONZALES
 AX1822  USGS QUAD   -  HAMON (1987)
 AX1822
 AX1822                         *CURRENT SURVEY CONTROL
 AX1822  ___________________________________________________________________
 AX1822* NAD 83(1986)-  29 24 01.     (N)    097 20 54.     (W)     SCALED    
 AX1822* NAVD 88     -        81.71   (+/-2cm)     268.1    (feet)  VERTCON   
 AX1822  ___________________________________________________________________
 AX1822  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AX1822
 AX1822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1822
 AX1822.The horizontal coordinates were scaled from a topographic map and have
 AX1822.an estimated accuracy of +/- 6 seconds.
 AX1822
 AX1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1822.The vertical order pertains to the NGVD 29 superseded value.
 AX1822
 AX1822.The geoid height was determined by GEOID03.
 AX1822
 AX1822;                    North         East    Units  Estimated Accuracy
 AX1822;SPC TXSC     - 4,174,790.      760,290.      MT  (+/- 180 meters Scaled)
 AX1822
 AX1822                          SUPERSEDED SURVEY CONTROL
 AX1822
 AX1822  NGVD 29 (??/??/92)   81.689  (m)          268.01   (f) ADJ UNCH    2 0
 AX1822
 AX1822.Superseded values are not recommended for survey control.
 AX1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1822.See file dsdata.txt to determine how the superseded data were derived.
 AX1822
 AX1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT602534(NAD 83)
 AX1822_MARKER: DZ = AZIMUTH MARK DISK
 AX1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1822_STAMPING: HAMON 1943
 AX1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1822+STABILITY: SURFACE MOTION
 AX1822
 AX1822  HISTORY     - Date     Condition        Report By
 AX1822  HISTORY     - 1943     MONUMENTED       CGS
 AX1822  HISTORY     - 1971     GOOD             NGS
 AX1822
 AX1822                          STATION DESCRIPTION
 AX1822
 AX1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AX1822'10.6 MI SE FROM GONZALES.
 AX1822'REACHED FROM THE COUNTY COURTHOUSE IN GONZALES, GO SOUTH ON U.S.
 AX1822'HIGHWAY 183 FOR 8.5 MILES TO A CONCRETE BRIDGE IN A CURVE, CONTINUE
 AX1822'SOUTH FOR 1.1 MILES TO A GRAVELED ROAD LEFT, GO EAST ON GRAVELED ROAD
 AX1822'FOR 1.15 MILE TO A T ROAD, THENCE RIGHT 0.15 MILE TO A LEFT TURN,
 AX1822'THENCE EAST 0.15 MILE TO SEVERAL LARGE CHICKEN HOUSES ON THE RIGHT AND
 AX1822'THE AZIMUTH MARK ON THE LEFT, 72 FEET NORTH OF THE NORTHEAST CORNER OF
 AX1822'A CHICKEN HOUSE, 20 FEET NORTH OF THE CENTER OF THE ROAD, 14 FEET EAST
 AX1822'OF TWIN MESQUITE TREES, 2.0 FEET EAST OF A METAL WITNESS POST, UNDER
 AX1822'AN EAST-WEST FENCE, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AX1822'6-INCHES.  THIS POINT IS 0.2 MILE WEST OF A SMALL WOODEN BRIDGE WHERE
 AX1822'THE ROAD TURNS SOUTH TOWARD TRIANGULATION STATION HAMON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1824 ***********************************************************************
 AX1824  DESIGNATION -  HAMON RM 1
 AX1824  PID         -  AX1824
 AX1824  STATE/COUNTY-  TX/GONZALES
 AX1824  USGS QUAD   -  HAMON (1987)
 AX1824
 AX1824                         *CURRENT SURVEY CONTROL
 AX1824  ___________________________________________________________________
 AX1824* NAD 83(1986)-  29 23 27.     (N)    097 20 19.     (W)     SCALED    
 AX1824* NAVD 88     -       116.31   (+/-2cm)     381.6    (feet)  VERTCON   
 AX1824  ___________________________________________________________________
 AX1824  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AX1824
 AX1824  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1824
 AX1824.The horizontal coordinates were scaled from a topographic map and have
 AX1824.an estimated accuracy of +/- 6 seconds.
 AX1824
 AX1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1824.The vertical order pertains to the NGVD 29 superseded value.
 AX1824
 AX1824.The geoid height was determined by GEOID03.
 AX1824
 AX1824;                    North         East    Units  Estimated Accuracy
 AX1824;SPC TXSC     - 4,173,760.      761,240.      MT  (+/- 180 meters Scaled)
 AX1824
 AX1824                          SUPERSEDED SURVEY CONTROL
 AX1824
 AX1824  NGVD 29 (??/??/92)  116.285  (m)          381.51   (f) ADJ UNCH    2 0
 AX1824
 AX1824.Superseded values are not recommended for survey control.
 AX1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1824.See file dsdata.txt to determine how the superseded data were derived.
 AX1824
 AX1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT612524(NAD 83)
 AX1824_MARKER: DR = REFERENCE MARK DISK
 AX1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1824_STAMPING: HAMON NO 1 1943
 AX1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1824+STABILITY: SURFACE MOTION
 AX1824
 AX1824  HISTORY     - Date     Condition        Report By
 AX1824  HISTORY     - 1943     MONUMENTED       CGS
 AX1824  HISTORY     - 1958     GOOD             NGS
 AX1824  HISTORY     - 1971     GOOD             NGS
 AX1824
 AX1824                          STATION DESCRIPTION
 AX1824
 AX1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AX1824'11.6 MI SE FROM GONZALES.
 AX1824'9.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 183 FROM THE COURTHOUSE AT
 AX1824'GONZALES, GONZALES COUNTY, THENCE 1.0 MILE NORTHEAST ALONG A GRADED
 AX1824'ROAD, THENCE 0.2 MILE SOUTHEAST ALONG A GRADED ROAD TO A T-ROAD
 AX1824'LEADING NORTHEAST, AND THENCE 1.2 MILES NORTHEAST TO A METAL GATE AT
 AX1824'THE TOP OF THE GRADE.  0.1 MILE EAST OF THE ROAD, IN AN OPEN GROVE,
 AX1824'AND 77.2 FEET NORTH OF TRIANGULATION STATION HAMON.  THE CONCRETE POST
 AX1824'PROJECTS 0.6 FOOT ABOVE GROUND.
 AX1824
 AX1824                          STATION RECOVERY (1971)
 AX1824
 AX1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1825 ***********************************************************************
 AX1825  DESIGNATION -  HAMON RM 2
 AX1825  PID         -  AX1825
 AX1825  STATE/COUNTY-  TX/GONZALES
 AX1825  USGS QUAD   -  HAMON (1987)
 AX1825
 AX1825                         *CURRENT SURVEY CONTROL
 AX1825  ___________________________________________________________________
 AX1825* NAD 83(1986)-  29 23 26.     (N)    097 20 17.     (W)     SCALED    
 AX1825* NAVD 88     -       116.47   (+/-2cm)     382.1    (feet)  VERTCON   
 AX1825  ___________________________________________________________________
 AX1825  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AX1825
 AX1825  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1825
 AX1825.The horizontal coordinates were scaled from a topographic map and have
 AX1825.an estimated accuracy of +/- 6 seconds.
 AX1825
 AX1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1825.The vertical order pertains to the NGVD 29 superseded value.
 AX1825
 AX1825.The geoid height was determined by GEOID03.
 AX1825
 AX1825;                    North         East    Units  Estimated Accuracy
 AX1825;SPC TXSC     - 4,173,730.      761,300.      MT  (+/- 180 meters Scaled)
 AX1825
 AX1825                          SUPERSEDED SURVEY CONTROL
 AX1825
 AX1825  NGVD 29 (??/??/92)  116.445  (m)          382.04   (f) ADJ UNCH    2 0
 AX1825
 AX1825.Superseded values are not recommended for survey control.
 AX1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1825.See file dsdata.txt to determine how the superseded data were derived.
 AX1825
 AX1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT612524(NAD 83)
 AX1825_MARKER: DR = REFERENCE MARK DISK
 AX1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1825_STAMPING: HAMON NO 2 1943
 AX1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1825+STABILITY: SURFACE MOTION
 AX1825
 AX1825  HISTORY     - Date     Condition        Report By
 AX1825  HISTORY     - 1943     MONUMENTED       CGS
 AX1825  HISTORY     - 1958     GOOD             NGS
 AX1825  HISTORY     - 1971     GOOD             NGS
 AX1825
 AX1825                          STATION DESCRIPTION
 AX1825
 AX1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AX1825'11.6 MI SE FROM GONZALES.
 AX1825'9.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 183 FROM THE COURTHOUSE AT
 AX1825'GONZALES, GONZALES COUNTY, THENCE 1.0 MILE NORTHEAST ALONG A GRADED
 AX1825'ROAD, THENCE 0.2 MILE SOUTHEAST ALONG A GRADED ROAD TO A T-ROAD
 AX1825'LEADING NORTHEAST, AND THENCE 1.2 MILES NORTHEAST TO A METAL GATE. 0.1
 AX1825'MILE EAST OF THE ROAD, IN AN OPEN GROVE, 59.9 FEET EAST OF
 AX1825'TRIANGULATION STATION HAMON, AND 20 FEET NORTH OF A TRAIL.  THE
 AX1825'CONCRETE POST PROJECTS 0.6 FOOT ABOVE GROUND.
 AX1825
 AX1825                          STATION RECOVERY (1971)
 AX1825
 AX1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1343 ***********************************************************************
 DN1343  DESIGNATION -  HANCOCK
 DN1343  PID         -  DN1343
 DN1343  STATE/COUNTY-  TX/DENTON
 DN1343  USGS QUAD   -  ERA SE (1978)
 DN1343
 DN1343                         *CURRENT SURVEY CONTROL
 DN1343  ___________________________________________________________________
 DN1343* NAD 83(1993)-  33 15 48.77692(N)    097 21 27.55735(W)     ADJUSTED  
 DN1343* NAVD 88     -       271.81   (+/-2cm)     891.8    (feet)  VERTCON   
 DN1343  ___________________________________________________________________
 DN1343  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 DN1343  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DN1343
 DN1343  HORZ ORDER  -  FIRST
 DN1343  VERT ORDER  -  THIRD ? (See Below)
 DN1343
 DN1343.The horizontal coordinates were established by classical geodetic methods
 DN1343.and adjusted by the National Geodetic Survey in February 1996..
 DN1343
 DN1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1343.The vertical order pertains to the NGVD 29 superseded value.
 DN1343
 DN1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1343
 DN1343.The geoid height was determined by GEOID03.
 DN1343
 DN1343;                    North         East     Units Scale Factor Converg.
 DN1343;SPC TXNC     - 2,177,657.243   706,422.379   MT  0.99987944   +0 37 22.9
 DN1343;SPC TXNC     - 7,144,530.47  2,317,654.09   sFT  0.99987944   +0 37 22.9
 DN1343;UTM  14      - 3,681,707.365   652,971.703   MT  0.99988851   +0 54 03.6
 DN1343
 DN1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1343!SPC TXNC     -   0.99996154  x   0.99987944  =   0.99984099
 DN1343!UTM  14      -   0.99996154  x   0.99988851  =   0.99985006
 DN1343
 DN1343:                Primary Azimuth Mark                     Grid Az
 DN1343:SPC TXNC     -  SANGER MUNICIPAL TANK                    057 16 34.4
 DN1343:UTM  14      -  SANGER MUNICIPAL TANK                    056 59 53.7
 DN1343
 DN1343|---------------------------------------------------------------------|
 DN1343| PID    Reference Object                     Distance      Geod. Az  |
 DN1343|                                                           dddmmss.s |
 DN1343| DN1318 SANGER MUNICIPAL TANK               APPROX.20.6 KM 0575357.3 |
 DN1343| CY2063 HANCOCK RM 1                         28.042 METERS 08051     |
 DN1343| DN1332 DENTON N MUNICIPAL TANK             APPROX.21.7 KM 0980644.8 |
 DN1343| DN1335 DENTON TEXAS ST COLLEGE FOR WOMEN S APPROX.21.6 KM 1004624.0 |
 DN1343| DN1333 DENTON RAD STA KDNT TALL MAST       APPROX.18.0 KM 1010530.2 |
 DN1343| DN1329 DENTON S MUNICIPAL TANK             APPROX.20.9 KM 1040859.5 |
 DN1343| DN1328 DENTON MUNICIPAL STANDPIPE          APPROX.19.1 KM 1043508.5 |
 DN1343| DN1355 DECATUR WISE CO CTHSE CUPOLA        APPROX.21.6 KM 2612800.9 |
 DN1343| DN1359 DECATUR MUNICIPAL TANK              APPROX.21.7 KM 2613912.6 |
 DN1343| CY2062 HANCOCK AZ MK                                      2720605.7 |
 DN1343| CY2064 HANCOCK RM 2                         20.822 METERS 32028     |
 DN1343|---------------------------------------------------------------------|
 DN1343
 DN1343                          SUPERSEDED SURVEY CONTROL
 DN1343
 DN1343  NAD 83(1993)-  33 15 48.77857(N)    097 21 27.54880(W) AD(       ) 1
 DN1343  NAD 83(1986)-  33 15 48.78168(N)    097 21 27.54298(W) AD(       ) 1
 DN1343  NAD 27      -  33 15 48.35860(N)    097 21 26.46590(W) AD(       ) 1
 DN1343  NGVD 29 (07/19/86)  271.76   (m)          891.6    (f) LEVELING    3  
 DN1343
 DN1343.Superseded values are not recommended for survey control.
 DN1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1343.See file dsdata.txt to determine how the superseded data were derived.
 DN1343
 DN1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5297281707(NAD 83)
 DN1343_MARKER: DS = TRIANGULATION STATION DISK
 DN1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1343+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 DN1343
 DN1343  HISTORY     - Date     Condition        Report By
 DN1343  HISTORY     - 1935     MONUMENTED       CGS
 DN1343  HISTORY     - 1955     GOOD             CGS
 DN1343  HISTORY     - 1960     GOOD             CGS
 DN1343  HISTORY     - 19950629 GOOD             USPSQD
 DN1343  HISTORY     - 20040406 GOOD             INDIV
 DN1343  HISTORY     - 20060608 GOOD             INDIV
 DN1343
 DN1343                          STATION DESCRIPTION
 DN1343
 DN1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1343'STATION IS ABOUT 13 MILES E OF DECATUR, 8 MILES W OF KRUM,
 DN1343'AND 14 MILES WNW OF DENTON, ON A N-S RIDGE, IN A PASTURE
 DN1343'OWNED BY THE JOHN HANCOCK LOAN COMPANY, OF DALLAS.  IT IS
 DN1343'0.5 MILE W OF A POINT WHERE STATE HIGHWAY 24 TURNS FROM E-W
 DN1343'TO N-S, 36 FEET S OF THE CENTER LINE OF STATE HIGHWAY 24.
 DN1343'AND IS SET FLUSH.
 DN1343'
 DN1343'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN1343'BRONZE DISKS SET IN CONCRETE.
 DN1343'
 DN1343'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 1 FOOT S OF THE
 DN1343'S RIGHT-OF-WAY FENCE OF THE ROAD, AND PROJECTS 3 INCHES.
 DN1343'
 DN1343'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT S OF THE N
 DN1343'RIGHT-OF-WAY FENCE OF THE ROAD, AND PROJECTS 3 INCHES.
 DN1343'
 DN1343'THE AZIMUTH MARK IS W OF THE STATION, 1/2 FOOT S OF THE N
 DN1343'RIGHT-OF-WAY FENCE OF THE ROAD, 100 FEET E OF A FENCE CORNER
 DN1343'IN WHICH STONES ARE PILED, AND PROJECTS 2 INCHES.
 DN1343'
 DN1343'TO REACH FOLLOW STATE HIGHWAY 24, 14.1 MILES E FROM THE
 DN1343'COURTHOUSE SQUARE IN DECATUR, OR 16.8 MILES W FROM THE COURTHOUSE
 DN1343'SQUARE IN DENTON TO THE STATION ON THE HIGHEST POINT OF THE
 DN1343'RIDGE OVER WHICH THE ROAD PASSES.
 DN1343'
 DN1343'ALL LIGHTS VISIBLE FROM THE GROUND.
 DN1343
 DN1343                          STATION RECOVERY (1955)
 DN1343
 DN1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1343'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 DN1343'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DN1343'
 DN1343'THE FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 DN1343'
 DN1343'THE STATION IS LOCATED ABOUT 14 MILES WEST-NORTHWEST OF DENTON,
 DN1343'13 MILES EAST OF DECATUR, 7 MILES WEST OF KRUM AND ON A
 DN1343'NORTH-SOUTH RIDGE.  IT IS 36 FEET SOUTH OF THE CENTER OF
 DN1343'A GRAVELED ROAD AND 17 FEET SOUTH OF A FENCE AND THE WITNESS
 DN1343'POST.  IT IS STAMPED HANCOCK 1935 AND IS SET FLUSH.
 DN1343'
 DN1343'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER OF A GRAVELED
 DN1343'ROAD AND 1 FOOT SOUTH OF A FENCE.  IT IS STAMPED HANCOCK NO 1
 DN1343'1935 AND PROJECTS 3 INCHES.
 DN1343'
 DN1343'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE CENTER OF A GRAVELED
 DN1343'ROAD, 8 FEET WEST OF A POWERLINE POLE AND 1 FOOT SOUTH OF
 DN1343'A FENCE.  IT IS STAMPED HANCOCK NO 2 1935 AND PROJECTS 3
 DN1343'INCHES.
 DN1343'
 DN1343'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 139.6 FEET.
 DN1343'
 DN1343'THE AZIMUTH MARK IS 100 FEET EAST OF A T FENCE CORNER, 15 FEET
 DN1343'NORTH OF THE CENTER OF A GRAVELED ROAD, 1 FOOT EAST OF A
 DN1343'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  IT IS STAMPED
 DN1343'HANCOCK 1935 AZIMUTH AND PROJECTS 3 INCHES.  A
 DN1343'STANDARD REFERENCE MARK DISK WAS USED FOR THE AZIMUTH MARK.
 DN1343'
 DN1343'REACHED FROM THE POST OFFICE IN KRUM BY GOING WEST FOR 0.05
 DN1343'MILE TO FARM ROAD 156, TURN LEFT, SOUTH, AND GO 2.1 MILES TO
 DN1343'TEXAS HIGHWAY 24, TURN RIGHT, WEST, FOLLOWING HIGHWAY 24 FOR 5.8
 DN1343'MILES TO A CROSS ROAD AND A SIGN STONY POINTING SOUTH, TURN
 DN1343'RIGHT, NORTH, AND GO NORTH AND EAST FOR 0.8 MILE TO A T JUNCTION,
 DN1343'TURN LEFT, NORTH, FOR 1.15 MILE TO A T JUNCTION, TURN LEFT,
 DN1343'WEST, AND GO 0.55 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 DN1343'
 DN1343'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.4
 DN1343'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 DN1343
 DN1343                          STATION RECOVERY (1960)
 DN1343
 DN1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1343'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1343'
 DN1343'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1343
 DN1343                          STATION RECOVERY (1995)
 DN1343
 DN1343'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1343'RECOVERED IN GOOD CONDITION.
 DN1343
 DN1343                          STATION RECOVERY (2004)
 DN1343
 DN1343'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (IJS)
 DN1343'RECOVERED AS DESCRIBED.
 DN1343
 DN1343                          STATION RECOVERY (2006)
 DN1343
 DN1343'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JPH)
 DN1343'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1075 ***********************************************************************
 CD1075  DESIGNATION -  HANCOCK
 CD1075  PID         -  CD1075
 CD1075  STATE/COUNTY-  TX/HUDSPETH
 CD1075  USGS QUAD   -  ACALA (1972)
 CD1075
 CD1075                         *CURRENT SURVEY CONTROL
 CD1075  ___________________________________________________________________
 CD1075* NAD 83(1993)-  31 18 48.09944(N)    105 53 34.51375(W)     ADJUSTED  
 CD1075* NAVD 88     -      1083.     (meters)    3553.     (feet)  SCALED    
 CD1075  ___________________________________________________________________
 CD1075  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 CD1075  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CD1075
 CD1075  HORZ ORDER  -  SECOND
 CD1075
 CD1075.The horizontal coordinates were established by classical geodetic methods
 CD1075.and adjusted by the National Geodetic Survey in February 1996..
 CD1075
 CD1075.The orthometric height was scaled from a topographic map.
 CD1075
 CD1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1075
 CD1075.The geoid height was determined by GEOID03.
 CD1075
 CD1075;                    North         East     Units Scale Factor Converg.
 CD1075;SPC TX C     - 3,195,766.160   171,054.962   MT  0.99989651   -2 51 48.7
 CD1075;SPC TX C     -10,484,776.14    561,202.82   sFT  0.99989651   -2 51 48.7
 CD1075;UTM  13      - 3,464,675.148   415,034.828   MT  0.99968904   -0 27 50.7
 CD1075
 CD1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1075!SPC TX C     -   0.99983382  x   0.99989651  =   0.99973035
 CD1075!UTM  13      -   0.99983382  x   0.99968904  =   0.99952291
 CD1075
 CD1075|---------------------------------------------------------------------|
 CD1075| PID    Reference Object                     Distance      Geod. Az  |
 CD1075|                                                           dddmmss.s |
 CD1075| CH9508 HANCOCK RM 1                         30.373 METERS 03251     |
 CD1075| CH9507 HANCOCK AZ MK                                      1233638.4 |
 CD1075| CH9509 HANCOCK RM 2                         13.676 METERS 12340     |
 CD1075|---------------------------------------------------------------------|
 CD1075
 CD1075                          SUPERSEDED SURVEY CONTROL
 CD1075
 CD1075  NAD 83(1986)-  31 18 48.11308(N)    105 53 34.50683(W) AD(       ) 2
 CD1075  NAD 27      -  31 18 47.66200(N)    105 53 32.61600(W) AD(       ) 2
 CD1075
 CD1075.Superseded values are not recommended for survey control.
 CD1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1075.See file dsdata.txt to determine how the superseded data were derived.
 CD1075
 CD1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ1503564675(NAD 83)
 CD1075_MARKER: DS = TRIANGULATION STATION DISK
 CD1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1075
 CD1075  HISTORY     - Date     Condition        Report By
 CD1075  HISTORY     - 1934     MONUMENTED       CGS
 CD1075  HISTORY     - 1972     MARK NOT FOUND   USGS
 CD1075
 CD1075                          STATION DESCRIPTION
 CD1075
 CD1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1075'THE STATION IS ABOUT 2.7 MILES FROM FORT HANCOCK IN A NORTHWESTERLY
 CD1075'DIRECTION ON U.S. HIGHWAY 80, 3.0 MILES SE OF THE ACALA POST
 CD1075'OFFICE AND C.O. STAPLETON STORE, AND 0.5 MILE SE FROM THE
 CD1075'HIGHWAY BRIDGE OVER ARROYO ALAMO.  IT IS 37.79 FEET FROM THE
 CD1075'EDGE OF THE MAIN HIGHWAY (S EDGE) AND ABOUT 50 FEET FROM
 CD1075'THE W EDGE OF A SMALL ROAD CULVERT MARKED BM 35063.  IT IS
 CD1075'SITUATED ON THE TOP OF A SMALL KNOLL, WHICH IS S OF THE
 CD1075'HIGHWAY AND ABOUT 100 YARDS N FROM TWO ADOBE BUILDINGS.
 CD1075'
 CD1075'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CD1075'BRONZE DISKS SET IN CONCRETE.
 CD1075'
 CD1075'REFERENCE MARK NO. 1 IS 77.8 FEET FROM N EDGE OF CULVERT ON
 CD1075'N SIDE OF ROAD, AND 44.1 FEET FROM THE N EDGE OF U.S. HIGHWAY
 CD1075'80.  THE CONCRETE POST PROJECTS ABOUT 6 INCHES ABOVE THE
 CD1075'GROUND.
 CD1075'
 CD1075'REFERENCE MARK NO. 2 IS 34.11 FEET SW OF CULVERT ON S SIDE
 CD1075'OF ROAD, MARKED BM 35063, AND 35.7 FEET SW OF S EDGE OF U.S.
 CD1075'HIGHWAY 80.  THE CONCRETE POST PROJECTS 6 INCHES ABOVE THE
 CD1075'GROUND.
 CD1075'
 CD1075'THE AZIMUTH MARK IS ON THE OPPOSITE SIDE OF U.S. HIGHWAY 80.
 CD1075'IT IS BETWEEN THE SIXTH AND SEVENTH POWER-LINE POLES FROM
 CD1075'THE STATION, 123 FEET NW FROM THE FIRST POLE SE, 132 FEET
 CD1075'SE FROM THE FIRST POLE NW (OF MARK).  AND 33.15 FEET NE OF
 CD1075'THE CENTER LINE OF U.S. HIGHWAY 80.  THE CONCRETE POST PROJECTS
 CD1075'ABOUT 6 INCHES ABOVE THE GROUND.
 CD1075'
 CD1075'THE STATION IS REACHED FROM FORT HANCOCK BY GOING NW ON U.S.
 CD1075'HIGHWAY 80, 2.7 MILES.
 CD1075'
 CD1075'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CD1075'
 CD1075'SUPPLIES AT FABENS OR VAN HORN, WATER IN FORT HANCOCK.
 CD1075'
 CD1075'THE POINTED PEAK IS A NATURAL AZIMUTH IN THE QUITMAN RANGE
 CD1075'OF MOUNTAINS TO THE SE.
 CD1075'
 CD1075'THE CROSS IS ON A CHURCH IN THE N SECTION OF FORT HANCOCK.
 CD1075'THE CHURCH CAN BE EASILY PICKED UP, AS IT LOOKS LIKE AN OLD
 CD1075'MISSION, AND IS ESE OF THE STATION.
 CD1075
 CD1075                          STATION RECOVERY (1972)
 CD1075
 CD1075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (KGA)
 CD1075'SEARCHED FOR, NOT FOUND.  NEW HIGHWAY AND RIGHT OF WAY
 CD1075'CONSTRUCTION PROBABLY DESTROYED MARK.  FIELD ADJACENT IS
 CD1075'CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1743 ***********************************************************************
 FL1743  DESIGNATION -  HANDLE
 FL1743  PID         -  FL1743
 FL1743  STATE/COUNTY-  TX/CARSON
 FL1743  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1743
 FL1743                         *CURRENT SURVEY CONTROL
 FL1743  ___________________________________________________________________
 FL1743* NAD 83(1993)-  35 22 15.60673(N)    101 22 55.87369(W)     ADJUSTED  
 FL1743* NAVD 88     -      1057.     (meters)    3468.     (feet)  SCALED    
 FL1743  ___________________________________________________________________
 FL1743  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 FL1743  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL1743
 FL1743  HORZ ORDER  -  FIRST
 FL1743
 FL1743.The horizontal coordinates were established by classical geodetic methods
 FL1743.and adjusted by the National Geodetic Survey in February 1996..
 FL1743
 FL1743.The orthometric height was scaled from a topographic map.
 FL1743
 FL1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1743
 FL1743.The geoid height was determined by GEOID03.
 FL1743
 FL1743;                    North         East     Units Scale Factor Converg.
 FL1743;SPC TX N     - 1,152,100.618   210,705.199   MT  0.99991121   +0 04 05.8
 FL1743;SPC TX N     - 3,779,850.11    691,288.64   sFT  0.99991121   +0 04 05.8
 FL1743;UTM  14      - 3,916,792.185   283,586.458   MT  1.00017721   -1 22 46.2
 FL1743
 FL1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1743!SPC TX N     -   0.99983820  x   0.99991121  =   0.99974942
 FL1743!UTM  14      -   0.99983820  x   1.00017721  =   1.00001538
 FL1743
 FL1743|---------------------------------------------------------------------|
 FL1743| PID    Reference Object                     Distance      Geod. Az  |
 FL1743|                                                           dddmmss.s |
 FL1743| CJ7390 HANDLE RM 1                          35.819 METERS 03005     |
 FL1743| FL1733 CUYLER SIDING GRAIN ELEVATOR        APPROX.10.2 KM 0781610.3 |
 FL1743| FL1739 PANHANDLE EAST GRAIN ELEVATOR       APPROX. 3.3 KM 1684542.3 |
 FL1743| FL1747 PANHANDLE MUNICIPAL TANK            APPROX. 3.3 KM 1762141.4 |
 FL1743| CJ7389 HANDLE AZ MK                                       1785003.3 |
 FL1743| FL1745 PANHANDLE CARSON CO CTHSE FLAG      APPROX. 2.8 KM 1785723.8 |
 FL1743| CJ7391 HANDLE RM 2                          27.690 METERS 30112     |
 FL1743|---------------------------------------------------------------------|
 FL1743
 FL1743                          SUPERSEDED SURVEY CONTROL
 FL1743
 FL1743  NAD 83(1993)-  35 22 15.61006(N)    101 22 55.87029(W) AD(       ) 1
 FL1743  NAD 83(1986)-  35 22 15.61345(N)    101 22 55.86425(W) AD(       ) 1
 FL1743  NAD 27      -  35 22 15.44100(N)    101 22 54.26200(W) AD(       ) 1
 FL1743
 FL1743.Superseded values are not recommended for survey control.
 FL1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1743.See file dsdata.txt to determine how the superseded data were derived.
 FL1743
 FL1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8358616792(NAD 83)
 FL1743_MARKER: DS = TRIANGULATION STATION DISK
 FL1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1743_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1743
 FL1743  HISTORY     - Date     Condition        Report By
 FL1743  HISTORY     - 1951     MONUMENTED       CGS
 FL1743  HISTORY     - 1956     GOOD             CGS
 FL1743
 FL1743                          STATION DESCRIPTION
 FL1743
 FL1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1743'THE STATION IS LOCATED ALONG THE WEST SIDE OF STATE HIGHWAY
 FL1743'117 AND IN THE SOUTHEAST CORNER OF YARD OF HOME OWNED BY
 FL1743'MR. BEN URBANCXYK, ABOUT 2 MILES NORTH OF PANHANDLE, 125 FEET
 FL1743'WEST OF THE CENTERLINE OF STATE HIGHWAY 117, ABOUT 95
 FL1743'FEET SOUTH OF THE CENTERLINE OF A DIRT FARM ROAD AND 20 FEET
 FL1743'NORTH OF A WHITE WITNESS POST.
 FL1743'
 FL1743'TO REACH, FROM THE CARSON COUNTY COURTHOUSE IN PANHANDLE,
 FL1743'GO NORTH 0.1 MILE TO FORKS.  TAKE RIGHT FORK, AND GO NORTHEAST
 FL1743'0.1 MILE TO STATE HIGHWAY 117.  TURN LEFT, AND GO NORTH,
 FL1743'ON STATE HIGHWAY 117, FOR 1.0 MILE TO THE AZIMUTH MARK.
 FL1743'CONTINUE NORTH, ON STATE HIGHWAY 117, FOR 0.4 MILE TO
 FL1743'MR. BEN URBANCXYKS HOME ON LEFT AND THE STATION.
 FL1743'
 FL1743'THE STATION MARK IS A STANDARD DISK, STAMPED HANDLE 1951,
 FL1743'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 FL1743'DIAMETER WHICH IS ABOUT 10 INCHES BELOW THE SURFACE OF THE
 FL1743'GROUND.
 FL1743'
 FL1743'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HANDLE
 FL1743'NO 1 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1743'WHICH PROJECTS ABOUT 3 INCHES AND ABOUT THE SAME ELEVATION
 FL1743'AS THE STATION.  IT IS LOCATED 50 FEET WEST OF THE CENTERLINE
 FL1743'OF STATE HIGHWAY 117, ABOUT 18 FEET NORTH OF A CATTLE
 FL1743'GUARD AND 2 FEET WEST OF A NORTH-SOUTH FENCELINE.
 FL1743'
 FL1743'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HANDLE NO
 FL1743'2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1743'WHICH PROJECTS ABOUT 1 INCH AND IS ABOUT THE SAME ELEVATION AS
 FL1743'THE STATION.  IT IS LOCATED 28 FEET SOUTH OF THE CENTERLINE
 FL1743'OF THE DIRT FARM ROAD AND 2 FEET SOUTHEAST OF A TELEPHONE
 FL1743'POLE.
 FL1743'
 FL1743'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HANDLE 1951,
 FL1743'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1743'PROJECTS ABOUT 3 INCHES.  IT IS LOCATED ALONG THE WEST SIDE
 FL1743'OF STATE HIGHWAY 117, ABOUT 40 FEET WEST OF THE CENTERLINE
 FL1743'OF THE HIGHWAY, 2 FEET NORTH OF A TELEPHONE POLE AND 1-1/2 FEET
 FL1743'WEST OF A NORTH-SOUTH FENCELINE.
 FL1743'
 FL1743'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 FL1743
 FL1743                          STATION RECOVERY (1956)
 FL1743
 FL1743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1743'THE STATION WAS RECOVERED IN GOOD CONDITION BUT THE WHITE
 FL1743'WITNESS POST AND CATTLE GUARD HAVE BEEN REMOVED.  DIRECTIONS
 FL1743'FOR PROCEEDING TO STATION SITE ARE CORRECT.  NO ATTEMPT WAS
 FL1743'MADE TO RECOVER THE REFERENCE MARKS AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1667 ***********************************************************************
 CS1667  DESIGNATION -  HANDLEY
 CS1667  PID         -  CS1667
 CS1667  STATE/COUNTY-  TX/TARRANT
 CS1667  USGS QUAD   -  KENNEDALE (1981)
 CS1667
 CS1667                         *CURRENT SURVEY CONTROL
 CS1667  ___________________________________________________________________
 CS1667* NAD 83(1993)-  32 44 13.00248(N)    097 13 52.51705(W)     ADJUSTED  
 CS1667* NAVD 88     -       195.386  (meters)     641.03   (feet)  ADJUSTED  
 CS1667  ___________________________________________________________________
 CS1667  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 CS1667  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS1667  DYNAMIC HT  -         195.158 (meters)     640.28  (feet)  COMP
 CS1667  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 CS1667
 CS1667  HORZ ORDER  -  SECOND
 CS1667  VERT ORDER  -  FIRST     CLASS II
 CS1667
 CS1667.The horizontal coordinates were established by classical geodetic methods
 CS1667.and adjusted by the National Geodetic Survey in February 1996..
 CS1667
 CS1667.The orthometric height was determined by differential leveling
 CS1667.and adjusted by the National Geodetic Survey in June 1991..
 CS1667
 CS1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1667
 CS1667.The geoid height was determined by GEOID03.
 CS1667
 CS1667.The dynamic height is computed by dividing the NAVD 88
 CS1667.geopotential number by the normal gravity value computed on the
 CS1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1667.degrees latitude (g = 980.6199 gals.).
 CS1667
 CS1667.The modeled gravity was interpolated from observed gravity values.
 CS1667
 CS1667;                    North         East     Units Scale Factor Converg.
 CS1667;SPC TXNC     - 2,119,401.108   718,902.665   MT  0.99988761   +0 41 31.1
 CS1667;SPC TXNC     - 6,953,401.80  2,358,599.83   sFT  0.99988761   +0 41 31.1
 CS1667;UTM  14      - 3,623,508.890   665,728.394   MT  0.99993868   +0 57 24.2
 CS1667
 CS1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1667!SPC TXNC     -   0.99997365  x   0.99988761  =   0.99986127
 CS1667!UTM  14      -   0.99997365  x   0.99993868  =   0.99991233
 CS1667
 CS1667|---------------------------------------------------------------------|
 CS1667| PID    Reference Object                     Distance      Geod. Az  |
 CS1667|                                                           dddmmss.s |
 CS1667| CS2927 HANDLEY DISTRICT 2 WATER TANK        64.072 METERS 02017     |
 CS1667| CS1668 HANDLEY RM 1                         39.913 METERS 11255     |
 CS1667| CS2929 HANDLEY TEXAS ELEC SERV CO TK       APPROX. 1.7 KM 1271413.1 |
 CS1667| CS2958 FORT WORTH MUNICIPAL TANK           APPROX. 3.0 KM 2544704.6 |
 CS1667| CS1666 HANDLEY RM 2                         40.035 METERS 29219     |
 CS1667| CS1669 HANDLEY AZ MK RESET                                2945112.5 |
 CS1667| CY2065 HANDLEY AZ MK                                      2945112.4 |
 CS1667|---------------------------------------------------------------------|
 CS1667
 CS1667                          SUPERSEDED SURVEY CONTROL
 CS1667
 CS1667  NAD 83(1986)-  32 44 13.00683(N)    097 13 52.49966(W) AD(       ) 2
 CS1667  NAD 27      -  32 44 12.53500(N)    097 13 51.45400(W) AD(       ) 2
 CS1667  NGVD 29 (??/??/92)  195.376  (m)          641.00   (f) ADJ UNCH    1 2
 CS1667
 CS1667.Superseded values are not recommended for survey control.
 CS1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1667.See file dsdata.txt to determine how the superseded data were derived.
 CS1667
 CS1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6572823509(NAD 83)
 CS1667_MARKER: DS = TRIANGULATION STATION DISK
 CS1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1667_STAMPING: HANDLEY 1947
 CS1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1667+STABILITY: SURFACE MOTION
 CS1667
 CS1667  HISTORY     - Date     Condition        Report By
 CS1667  HISTORY     - 1947     MONUMENTED       CGS
 CS1667  HISTORY     - 1951     GOOD             CGS
 CS1667  HISTORY     - 1952     GOOD             CGS
 CS1667  HISTORY     - 1952     GOOD             NGS
 CS1667  HISTORY     - 1954     GOOD             CGS
 CS1667  HISTORY     - 1963     GOOD             CGS
 CS1667  HISTORY     - 1980     GOOD             LOCSUR
 CS1667  HISTORY     - 19960427 GOOD             USPSQD
 CS1667  HISTORY     - 19960921 GOOD             USPSQD
 CS1667  HISTORY     - 20060324 GOOD             GEOCAC
 CS1667
 CS1667                          STATION DESCRIPTION
 CS1667
 CS1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1667'THE STATION IS LOCATED IN THE WEST EDGE OF HANDLEY, IN THE
 CS1667'CENTER OF THE PARKWAY OF LANCASTER BLVD. AND U.S. HIGHWAY
 CS1667'NO. 80.  IT IS 0.1 MILE SOUTH OF THE WATER TANK AND 37 FEET
 CS1667'WEST OF THE CURB TO CROSS STREET THAT PASSES EAST OF THE WATER
 CS1667'TANK.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 CS1667'HANDLEY 1947.
 CS1667'
 CS1667'REFERENCE MARK NO. 1 IS 130.95 FEET EAST OF THE STATION,
 CS1667'IN THE CENTER OF THE PARKWAY.  THE MARK IS FLUSH WITH THE GROUND
 CS1667'AND THE DISK IS STAMPED HANDLEY 1947 NO 1.
 CS1667'
 CS1667'REFERENCE MARK NO. 2 IS 131.35 FEET WEST OF THE STATION, IN
 CS1667'THE CENTER OF THE PARKWAY.  THE MARK IS FLUSH WITH THE GROUND
 CS1667'AND THE DISK IS STAMPED HANDLEY 1947 NO 2.
 CS1667'
 CS1667'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 60 FEET NORTH OF
 CS1667'THE NORTH EDGE OF U.S. HIGHWAY NO. 80, 4 FEET EAST OF A POWERLINE
 CS1667'POLE, 3 FEET EAST OF A WITNESS POST AND 2 FEET SOUTH OF THE
 CS1667'FENCELINE.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 CS1667'HANDLEY 1947.
 CS1667'
 CS1667'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF MAIN
 CS1667'STREET AND U.S. HIGHWAY NO. 80 IN HANDLEY, GO WEST ON U.S.
 CS1667'HIGHWAY NO. 80 FOR 0.8 MILE TO STATION.  TO REACH AZIMUTH MARK
 CS1667'CONTINUE WEST PAST STATION 0.4 MILE TO MARK ON THE RIGHT.
 CS1667'
 CS1667'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS1667
 CS1667                          STATION RECOVERY (1951)
 CS1667
 CS1667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 CS1667'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 CS1667'AS DESCRIBED.  THE AZIMUTH MARK WAS REMOVED AT THE REQUEST OF
 CS1667'THE DEPT. OF PUBLIC WORKS, TO CLEAR NEW STREET CONSTRUCTION,
 CS1667'AFTER A NEW MARK WAS SET IN THE VICINITY.
 CS1667'
 CS1667'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 CS1667'POST, STAMPED HANDLEY 1947, 1951 AND PROJECTS ABOUT 3 INCHES.
 CS1667'IT IS SET IN THE EXACT LINE OF THE ORIGINAL AZIMUTH MARK TO
 CS1667'THE STATION AND IS ABOUT 9 YARDS NEARER THE STATION.  IT
 CS1667'IS 7 YARDS NORTH OF THE NORTH CURB OF EAST LANCASTER, 8 YARDS
 CS1667'EAST OF THE EAST CURB OF A NEW STREET LEADING FROM EAST
 CS1667'LANCASTER NORTHWARD AND IS IN THE NORTH ROW OF A DOUBLE LINE OF
 CS1667'POLES.  IT IS 00.4 MILE WEST OF THE STATION.
 CS1667
 CS1667                          STATION RECOVERY (1952)
 CS1667
 CS1667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CS1667'0.85 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE FIRST NATIONAL
 CS1667'BANK OF HANDLEY AT HANDLEY, IN THE CENTER OF THE PARKWAY, 30.6
 CS1667'FEET WEST OF THE WEST EDGE OF MEADERS AVENUE, 31 FEET NORTH OF
 CS1667'THE CENTER LINE OF THE SOUTH TRAFFIC LANE OF THE HIGHWAY, 31
 CS1667'FEET SOUTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF THE
 CS1667'HIGHWAY, 13.4 FEET EAST OF A 5 INCH GUM TREE, A TRIANGULATION
 CS1667'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 CS1667'WITH THE GROUND, STAMPED HANDLEY 1947.
 CS1667'
 CS1667'HANDLEY R.M. 1 IS IN THE CENTER OF THE PARKWAY, 130.9 FEET WEST
 CS1667'OF TRIANGULATION STATION HANDLEY 1947, 62.4 FEET EAST OF THE
 CS1667'EAST EDGE OF MEADERS AVENUE, 32 FEET SOUTH OF THE CENTER LINE OF
 CS1667'THE NORTH TRAFFIC LANE OF THE HIGHWAY, 30.7 FEET NORTH OF THE
 CS1667'CENTER LINE OF THE SOUTH TRAFFIC LANE OF THE HIGHWAY, A REFERENCE
 CS1667'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 CS1667'THE GROUND, STAMPED HANDLEY NO 1 1947.
 CS1667'
 CS1667'HANDLEY R.M. 2 IS IN THE CENTER OF THE PARKWAY, 131 FEET WEST
 CS1667'OF TRIANGULATION STATION HANDLEY 1947, 78.3 FEET EAST OF A
 CS1667'4 INCH GUM TREE, 31.9 FEET SOUTH OF THE CENTER LINE OF THE
 CS1667'NORTH TRAFFIC LANE OF THE HIGHWAY, 31.2 FEET NORTH OF THE
 CS1667'CENTER LINE OF THE SOUTH TRAFFIC LANE OF THE HIGHWAY, 12.6
 CS1667'FEET SOUTH OF THE SOUTH EDGE OF THE NORTH TRAFFIC LANE, 11.5
 CS1667'FEET NORTH OF THE NORTH EDGE OF THE SOUTH TRAFFIC LANE, A
 CS1667'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 CS1667'FLUSH WITH THE GROUND, STAMPED HANDLEY NO 2 1947.
 CS1667'
 CS1667'HANDLEY 1947 AZIMUTH RESET 1951 IS 0.35 MILE WEST OF TRIANGULATION
 CS1667'STATION HANDLEY 1947, 43 FEET EAST OF THE CENTER LINE OF AN
 CS1667'OILED ROAD LEADING NORTH, 41.6 FEET NORTH OF THE CENTER LINE
 CS1667'OF THE NORTH TRAFFIC LANE OF THE HIGHWAY, 22.5 FEET NORTH OF THE
 CS1667'NORTH EDGE OF THE PAVEMENT, 14.8 FEET NORTHWEST OF A POWER POLE,
 CS1667'3 FEET EAST OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN
 CS1667'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 CS1667'STAMPED HANDLEY 1947 RESET 1951.
 CS1667
 CS1667                          STATION RECOVERY (1952)
 CS1667
 CS1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS1667'0.85 MI W FROM HANDLEY.
 CS1667'0.85 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE FIRST NATIONAL BANK OF
 CS1667'HANDLEY AT HANDLEY, IN THE CENTER OF THE PARKWAY, 30.6 FEET WEST OF
 CS1667'THE WEST EDGE OF MEADERS AVENUE, 31 FEET NORTH OF THE CENTER LINE OF
 CS1667'THE SOUTH TRAFFIC LANE OF THE HIGHWAY, 31 FEET SOUTH OF THE CENTER
 CS1667'LINE OF THE NORTH TRAFFIC LANE OF THE HIGHWAY, 13.4 FEET EAST OF A 5
 CS1667'INCH GUM TREE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 CS1667'THE GROUND.
 CS1667
 CS1667                          STATION RECOVERY (1954)
 CS1667
 CS1667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS1667'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS1667'DESCRIBED.  THE AZIMUTH MARK HAS BEEN DESTROYED.  A SHOPPING
 CS1667'CENTER IS NOW ON THE SITE OF THE ORIGINAL AZIMUTH MARK AND THE
 CS1667'SITE OF A RESET AZIMUTH MARK IS NOW COVERED BY A LARGE SINCLAIR
 CS1667'SERVICE STATION.
 CS1667
 CS1667                          STATION RECOVERY (1963)
 CS1667
 CS1667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS1667'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 CS1667'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT
 CS1667'SEARCHED FOR AS IT WAS REPORTED TO BE COVERED BY A SERVICE
 CS1667'STATION.
 CS1667'
 CS1667'THE DESCRIPTION AND TO REACH THE STATION AS DESCRIBED IN THE 1952
 CS1667'RECOVERY NOTE WAS FOUND TO BE CORRECT EXCEPT FOR THE AZIMUTH MARK
 CS1667'WHICH IS DESTROYED.
 CS1667
 CS1667                          STATION RECOVERY (1980)
 CS1667
 CS1667'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS1667'HANDLEY RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS1667'
 CS1667'RM-1 AND RM-2 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS1667'
 CS1667'NO LONGER HAS BACKSIGHT WITHOUT TOWER.
 CS1667'
 CS1667'DISTANCE AND DIRECTION FROM NEAREST TOWN--HANDLEY.
 CS1667
 CS1667                          STATION RECOVERY (1996)
 CS1667
 CS1667'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1667'RECOVERED IN GOOD CONDITION.
 CS1667
 CS1667                          STATION RECOVERY (1996)
 CS1667
 CS1667'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1667'RECOVERED IN GOOD CONDITION.
 CS1667
 CS1667                          STATION RECOVERY (2006)
 CS1667
 CS1667'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 CS1667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1669 ***********************************************************************
 CS1669  DESIGNATION -  HANDLEY AZ MK RESET
 CS1669  PID         -  CS1669
 CS1669  STATE/COUNTY-  TX/TARRANT
 CS1669  USGS QUAD   -  KENNEDALE (1981)
 CS1669
 CS1669                         *CURRENT SURVEY CONTROL
 CS1669  ___________________________________________________________________
 CS1669* NAD 83(1986)-  32 44 20.     (N)    097 14 11.     (W)     SCALED    
 CS1669* NAVD 88     -       192.453  (meters)     631.41   (feet)  ADJUSTED  
 CS1669  ___________________________________________________________________
 CS1669  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CS1669  DYNAMIC HT  -         192.228 (meters)     630.67  (feet)  COMP
 CS1669  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 CS1669
 CS1669  VERT ORDER  -  FIRST     CLASS II
 CS1669
 CS1669.The horizontal coordinates were scaled from a topographic map and have
 CS1669.an estimated accuracy of +/- 6 seconds.
 CS1669
 CS1669.The orthometric height was determined by differential leveling
 CS1669.and adjusted by the National Geodetic Survey in June 1991..
 CS1669
 CS1669.The geoid height was determined by GEOID03.
 CS1669
 CS1669.The dynamic height is computed by dividing the NAVD 88
 CS1669.geopotential number by the normal gravity value computed on the
 CS1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1669.degrees latitude (g = 980.6199 gals.).
 CS1669
 CS1669.The modeled gravity was interpolated from observed gravity values.
 CS1669
 CS1669;                    North         East    Units  Estimated Accuracy
 CS1669;SPC TXNC     - 2,119,610.      718,420.      MT  (+/- 180 meters Scaled)
 CS1669
 CS1669                          SUPERSEDED SURVEY CONTROL
 CS1669
 CS1669  NGVD 29 (??/??/92)  192.44   (m)          631.4    (f) COMPUTED    1 2
 CS1669
 CS1669.Superseded values are not recommended for survey control.
 CS1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1669.See file dsdata.txt to determine how the superseded data were derived.
 CS1669
 CS1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB652237(NAD 83)
 CS1669_MARKER: DZ = AZIMUTH MARK DISK
 CS1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1669_STAMPING: HANDLEY 1947 RESET 1951
 CS1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1669+STABILITY: SURFACE MOTION
 CS1669
 CS1669  HISTORY     - Date     Condition        Report By
 CS1669  HISTORY     - 1951     MONUMENTED       CGS
 CS1669  HISTORY     - 1952     GOOD             NGS
 CS1669  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1669  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1669
 CS1669                          STATION DESCRIPTION
 CS1669
 CS1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1669'1.2 MI W FROM HANDLEY.
 CS1669'1.2 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE FIRST NATIONAL BANK OF
 CS1669'HANDLEY AT HANDLEY, 0.35 MILE WEST OF TRIANGULATION STATION HANDLEY
 CS1669'1947, 43 FEET EAST OF THE CENTER LINE OF AN OILED ROAD LEADING NORTH,
 CS1669'41.6 FEET NORTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF THE
 CS1669'HIGHWAY, 22.5 FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT, 14.8 FEET
 CS1669'NORTHWEST OF A POWER POLE, 3 FEET EAST OF A WITNESS POST, SET IN THE
 CS1669'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1669
 CS1669                          STATION RECOVERY (1990)
 CS1669
 CS1669'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAP)
 CS1669'MARK NOT FOUND.
 CS1669
 CS1669                          STATION RECOVERY (1996)
 CS1669
 CS1669'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2927 ***********************************************************************
 CS2927  DESIGNATION -  HANDLEY DISTRICT 2 WATER TANK
 CS2927  PID         -  CS2927
 CS2927  STATE/COUNTY-  TX/TARRANT
 CS2927  USGS QUAD   -  KENNEDALE (1981)
 CS2927
 CS2927                         *CURRENT SURVEY CONTROL
 CS2927  ___________________________________________________________________
 CS2927* NAD 83(1993)-  32 44 14.95343(N)    097 13 51.66406(W)     ADJUSTED  
 CS2927* NAVD 88     -                                                        
 CS2927  ___________________________________________________________________
 CS2927  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 CS2927  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS2927
 CS2927  HORZ ORDER  -  THIRD
 CS2927
 CS2927.The horizontal coordinates were established by classical geodetic methods
 CS2927.and adjusted by the National Geodetic Survey in February 1996..
 CS2927
 CS2927
 CS2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2927
 CS2927.The geoid height was determined by GEOID03.
 CS2927
 CS2927;                    North         East     Units Scale Factor Converg.
 CS2927;SPC TXNC     - 2,119,461.465   718,924.143   MT  0.99988756   +0 41 31.5
 CS2927;SPC TXNC     - 6,953,599.82  2,358,670.29   sFT  0.99988756   +0 41 31.5
 CS2927;UTM  14      - 3,623,569.349   665,749.594   MT  0.99993877   +0 57 24.7
 CS2927
 CS2927                          SUPERSEDED SURVEY CONTROL
 CS2927
 CS2927  NAD 83(1986)-  32 44 14.95778(N)    097 13 51.64633(W) AD(       ) 4
 CS2927  NAD 27      -  32 44 14.48600(N)    097 13 50.60200(W) AD(       ) 3
 CS2927
 CS2927.Superseded values are not recommended for survey control.
 CS2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2927.See file dsdata.txt to determine how the superseded data were derived.
 CS2927
 CS2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6575023569(NAD 83)
 CS2927_MARKER: 53 = ELEVATED TANK
 CS2927
 CS2927  HISTORY     - Date     Condition        Report By
 CS2927  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2927  HISTORY     - 1947     GOOD             CGS
 CS2927  HISTORY     - 1954     GOOD             CGS
 CS2927  HISTORY     - 19910506 MARK NOT FOUND   USPSQD
 CS2927
 CS2927                          STATION DESCRIPTION
 CS2927
 CS2927'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2927'THIS INTERSECTION STATION IS THE SILVER TANK OF THE TEXAS
 CS2927'CONSUMERS WATER COMPANY, IN THE VILLAGE OF POINT BREEZE,
 CS2927'A SUBURB OF FORT WORTH, TEXAS.  THE TANK IS ABOUT 120 FEET
 CS2927'N OF THE CENTER LINE OF E LANCASTER AVENUE, ALSO KNOWN AS
 CS2927'THE DALLAS HIGHWAY (U.S. HIGHWAY 80), AND ABOUT 45 FEET W
 CS2927'OF THE CENTER LINE OF CRAIG AVENUE.  THIS TANK IS ALSO SPOKEN
 CS2927'OF AS THE HANDLEY MUNICIPAL.  IT WAS ERECTED IN 1932 AND
 CS2927'IS VERY PROMINENT.
 CS2927'
 CS2927'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 110 FEET HIGH.  THE
 CS2927'OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL
 CS2927'SECTION IS ABOUT 30 FEET HIGH AND HAS A CATWALK AND RAIL
 CS2927'AROUND ITS BASE.  THE CONICAL ROOF HAS A BALL AT ITS APEX.
 CS2927'THE TOTAL HEIGHT IS ABOUT 145 FEET.
 CS2927
 CS2927                          STATION RECOVERY (1947)
 CS2927
 CS2927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2927'THE STATION IS LOCATED ABOUT .85 MILE WEST OF THE TEXAS AND
 CS2927'PACIFIC RAILROAD IN HANDLEY AND ABOUT 100 YARDS NORTH OF
 CS2927'LANCASTER BOULEVARD (U.S. 80).  IT IS A 4 LEGGED, SILVER
 CS2927'PAINTED STEEL TANK ABOUT 145 FEET HIGH.  THE LEGS ARE ABOUT
 CS2927'32 FEET APART AT THE BASE AND ARE SET IN SQUARE BLOCKS OF
 CS2927'CONCRETE.
 CS2927'
 CS2927'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2927'
 CS2927'TO REACH FROM THE TEXAS AND PACIFIC RAILROAD STATION IN
 CS2927'HANDLEY GO WEST ON LANCASTER BOULEVARD (U.S. 80) FOR .85
 CS2927'MILE TO LOCUST STREET, HERE TURN RIGHT AND GO 100 YARDS TO
 CS2927'THE STATION ON THE LEFT.
 CS2927
 CS2927                          STATION RECOVERY (1954)
 CS2927
 CS2927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HMP)
 CS2927'THIS STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT CRAIG
 CS2927'AVENUE IS NOW CALLED MEADER STREET.
 CS2927
 CS2927                          STATION RECOVERY (1991)
 CS2927
 CS2927'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHB)
 CS2927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1668 ***********************************************************************
 CS1668  DESIGNATION -  HANDLEY RM 1
 CS1668  PID         -  CS1668
 CS1668  STATE/COUNTY-  TX/TARRANT
 CS1668  USGS QUAD   -  KENNEDALE (1981)
 CS1668
 CS1668                         *CURRENT SURVEY CONTROL
 CS1668  ___________________________________________________________________
 CS1668* NAD 83(1986)-  32 44 12.     (N)    097 13 52.     (W)     SCALED    
 CS1668* NAVD 88     -       195.117  (meters)     640.15   (feet)  ADJUSTED  
 CS1668  ___________________________________________________________________
 CS1668  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS1668  DYNAMIC HT  -         194.890 (meters)     639.40  (feet)  COMP
 CS1668  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 CS1668
 CS1668  VERT ORDER  -  FIRST     CLASS II
 CS1668
 CS1668.The horizontal coordinates were scaled from a topographic map and have
 CS1668.an estimated accuracy of +/- 6 seconds.
 CS1668
 CS1668.The orthometric height was determined by differential leveling
 CS1668.and adjusted by the National Geodetic Survey in June 1991..
 CS1668
 CS1668.The geoid height was determined by GEOID03.
 CS1668
 CS1668.The dynamic height is computed by dividing the NAVD 88
 CS1668.geopotential number by the normal gravity value computed on the
 CS1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1668.degrees latitude (g = 980.6199 gals.).
 CS1668
 CS1668.The modeled gravity was interpolated from observed gravity values.
 CS1668
 CS1668;                    North         East    Units  Estimated Accuracy
 CS1668;SPC TXNC     - 2,119,370.      718,920.      MT  (+/- 180 meters Scaled)
 CS1668
 CS1668                          SUPERSEDED SURVEY CONTROL
 CS1668
 CS1668  NGVD 29 (??/??/92)  195.107  (m)          640.11   (f) ADJ UNCH    1 2
 CS1668
 CS1668.Superseded values are not recommended for survey control.
 CS1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1668.See file dsdata.txt to determine how the superseded data were derived.
 CS1668
 CS1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB657234(NAD 83)
 CS1668_MARKER: DR = REFERENCE MARK DISK
 CS1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1668_STAMPING: HANDLEY NO 1 1947
 CS1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1668+STABILITY: SURFACE MOTION
 CS1668
 CS1668  HISTORY     - Date     Condition        Report By
 CS1668  HISTORY     - 1947     MONUMENTED       CGS
 CS1668  HISTORY     - 1952     GOOD             NGS
 CS1668  HISTORY     - 19960427 GOOD             USPSQD
 CS1668  HISTORY     - 20060324 GOOD             GEOCAC
 CS1668
 CS1668                          STATION DESCRIPTION
 CS1668
 CS1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1668'0.85 MI W FROM HANDLEY.
 CS1668'0.85 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE FIRST NATIONAL BANK OF
 CS1668'HANDLEY AT HANDLEY, IN THE CENTER OF THE PARKWAY, 130.9 FEET WEST OF
 CS1668'TRIANGULATION STATION HANDLEY 1947, 62.4 FEET EAST OF THE EAST EDGE OF
 CS1668'MEADERS AVENUE, 32 FEET SOUTH OF THE CENTER LINE OF THE NORTH TRAFFIC
 CS1668'LANE OF THE HIGHWAY, 30.7 FEET NORTH OF THE CENTER LINE OF THE SOUTH
 CS1668'TRAFFIC LANE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH
 CS1668'IS FLUSH WITH THE GROUND.
 CS1668
 CS1668                          STATION RECOVERY (1996)
 CS1668
 CS1668'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1668'RECOVERED IN GOOD CONDITION.
 CS1668
 CS1668                          STATION RECOVERY (2006)
 CS1668
 CS1668'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 CS1668'HANDHELD COORDINATES ARE
 CS1668'32 44 12.8N
 CS1668'97 13 51.4W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1666 ***********************************************************************
 CS1666  DESIGNATION -  HANDLEY RM 2
 CS1666  PID         -  CS1666
 CS1666  STATE/COUNTY-  TX/TARRANT
 CS1666  USGS QUAD   -  KENNEDALE (1981)
 CS1666
 CS1666                         *CURRENT SURVEY CONTROL
 CS1666  ___________________________________________________________________
 CS1666* NAD 83(1986)-  32 44 12.     (N)    097 13 52.     (W)     SCALED    
 CS1666* NAVD 88     -       195.445  (meters)     641.22   (feet)  ADJUSTED  
 CS1666  ___________________________________________________________________
 CS1666  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CS1666  DYNAMIC HT  -         195.217 (meters)     640.47  (feet)  COMP
 CS1666  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 CS1666
 CS1666  VERT ORDER  -  FIRST     CLASS II
 CS1666
 CS1666.The horizontal coordinates were scaled from a topographic map and have
 CS1666.an estimated accuracy of +/- 6 seconds.
 CS1666
 CS1666.The orthometric height was determined by differential leveling
 CS1666.and adjusted by the National Geodetic Survey in June 1991..
 CS1666
 CS1666.The geoid height was determined by GEOID03.
 CS1666
 CS1666.The dynamic height is computed by dividing the NAVD 88
 CS1666.geopotential number by the normal gravity value computed on the
 CS1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1666.degrees latitude (g = 980.6199 gals.).
 CS1666
 CS1666.The modeled gravity was interpolated from observed gravity values.
 CS1666
 CS1666;                    North         East    Units  Estimated Accuracy
 CS1666;SPC TXNC     - 2,119,370.      718,920.      MT  (+/- 180 meters Scaled)
 CS1666
 CS1666                          SUPERSEDED SURVEY CONTROL
 CS1666
 CS1666  NGVD 29 (??/??/92)  195.434  (m)          641.19   (f) ADJ UNCH    1 2
 CS1666
 CS1666.Superseded values are not recommended for survey control.
 CS1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1666.See file dsdata.txt to determine how the superseded data were derived.
 CS1666
 CS1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB657234(NAD 83)
 CS1666_MARKER: DR = REFERENCE MARK DISK
 CS1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1666_STAMPING: HANDLEY NO 2 1947
 CS1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1666+STABILITY: SURFACE MOTION
 CS1666
 CS1666  HISTORY     - Date     Condition        Report By
 CS1666  HISTORY     - 1947     MONUMENTED       CGS
 CS1666  HISTORY     - 1952     GOOD             NGS
 CS1666  HISTORY     - 19960427 GOOD             USPSQD
 CS1666  HISTORY     - 20060324 GOOD             GEOCAC
 CS1666
 CS1666                          STATION DESCRIPTION
 CS1666
 CS1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1666'0.85 MI W FROM HANDLEY.
 CS1666'0.85 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE FIRST NATIONAL BANK AT
 CS1666'HANDLEY, IN THE CENTER OF THE PARKWAY, 131 FEET WEST OF TRIANGULATION
 CS1666'STATION HANDLEY 1947, 78.3 FEET EAST OF A 4 INCH GUM TREE, 31.9 FEET
 CS1666'SOUTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF THE HIGHWAY,
 CS1666'31.2 FEET NORTH OF THE CENTER LINE OF THE SOUTH TRAFFIC LANE OF THE
 CS1666'HIGHWAY, 12.6 FEET SOUTH OF THE SOUTH EDGE OF THE NORTH TRAFFIC LANE,
 CS1666'11.5 FEET NORTH OF THE NORTH EDGE OF THE SOUTH TRAFFIC LANE, SET IN
 CS1666'THE TOP OF A CONCRETE POST WHICH FLUSH WITH THE GROUND.
 CS1666
 CS1666                          STATION RECOVERY (1996)
 CS1666
 CS1666'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1666'RECOVERED IN GOOD CONDITION.
 CS1666
 CS1666                          STATION RECOVERY (2006)
 CS1666
 CS1666'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 CS1666'HANDHELD COORDINATES ARE
 CS1666'32 44 13.7N
 CS1666'97 13 54.2W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2929 ***********************************************************************
 CS2929  DESIGNATION -  HANDLEY TEXAS ELEC SERV CO TK
 CS2929  PID         -  CS2929
 CS2929  STATE/COUNTY-  TX/TARRANT
 CS2929  USGS QUAD   -  KENNEDALE (1981)
 CS2929
 CS2929                         *CURRENT SURVEY CONTROL
 CS2929  ___________________________________________________________________
 CS2929* NAD 83(1993)-  32 43 40.53772(N)    097 13 01.98844(W)     ADJUSTED  
 CS2929* NAVD 88     -                                                        
 CS2929  ___________________________________________________________________
 CS2929  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 CS2929  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CS2929
 CS2929  HORZ ORDER  -  THIRD
 CS2929
 CS2929.The horizontal coordinates were established by classical geodetic methods
 CS2929.and adjusted by the National Geodetic Survey in February 1996..
 CS2929
 CS2929
 CS2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2929
 CS2929.The geoid height was determined by GEOID03.
 CS2929
 CS2929;                    North         East     Units Scale Factor Converg.
 CS2929;SPC TXNC     - 2,118,417.176   720,230.192   MT  0.99988848   +0 41 58.6
 CS2929;SPC TXNC     - 6,950,173.68  2,362,955.22   sFT  0.99988848   +0 41 58.6
 CS2929;UTM  14      - 3,622,531.047   667,060.522   MT  0.99994415   +0 57 50.7
 CS2929
 CS2929                          SUPERSEDED SURVEY CONTROL
 CS2929
 CS2929  NAD 83(1986)-  32 43 40.54218(N)    097 13 01.97111(W) AD(       ) 4
 CS2929  NAD 27      -  32 43 40.06900(N)    097 13 00.92600(W) AD(       ) 3
 CS2929
 CS2929.Superseded values are not recommended for survey control.
 CS2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2929.See file dsdata.txt to determine how the superseded data were derived.
 CS2929
 CS2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6706122531(NAD 83)
 CS2929_MARKER: 53 = ELEVATED TANK
 CS2929
 CS2929  HISTORY     - Date     Condition        Report By
 CS2929  HISTORY     - 1935     FIRST OBSERVED   CGS
 CS2929  HISTORY     - 1947     GOOD             CGS
 CS2929  HISTORY     - 19960921 GOOD             USPSQD
 CS2929
 CS2929                          STATION DESCRIPTION
 CS2929
 CS2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS2929'THIS INTERSECTION STATION IS THE RUSTY-BLACK TANK OF THE
 CS2929'TEXAS ELECTRIC COMPANY IN THE SOUTHEASTERN PART OF HANDLEY,
 CS2929'TEXAS.  IT IS ABOUT 60 FEET N OF ARKANSAS LANE, ABOUT 125
 CS2929'FEET NE OF THE NE CORNER OF THE POWERHOUSE, AND ABOUT 205
 CS2929'FEET E OF EAST AVENUE.  THE TANK WAS PLACED IN ITS PRESENT
 CS2929'LOCATION, SECOND HAND, IN 1916.  IT IS FAIRLY PROMINENT.
 CS2929'
 CS2929'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE
 CS2929'OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL
 CS2929'SECTION IS ABOUT 25 FEET HIGH AND HAS A CATWALK AND RAIL
 CS2929'AROUND ITS BASE.  THE FLAT CONICAL ROOF IS ABOUT 3 FEET
 CS2929'HIGH AND HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT
 CS2929'120 FEET.
 CS2929
 CS2929                          STATION RECOVERY (1947)
 CS2929
 CS2929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2929'THE STATION IS LOCATED ACROSS THE ROAD FROM THE TEXAS ELECTRIC
 CS2929'SERVICE CO. PLANT, ABOUT 0.3 MILE SOUTHEAST OF THE TEXAS
 CS2929'AND PACIFIC RAILROAD STATION IN HANDLEY.  IT IS A 100 FOOT
 CS2929'STEEL WATER TANK WITH 4 LEGS ALL PAINTED SILVER.  THE LEGS
 CS2929'ARE SET IN SQUARE CONCRETE BLOCKS AND ARE ABOUT 30 FEET
 CS2929'APART AT THE BASE.
 CS2929'
 CS2929'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2929'
 CS2929'TO REACH FROM THE TEXAS AND PACIFIC RAILROAD STATION IN
 CS2929'HANDLEY CROSS THE TRACKS EAST OF THE STATION AND GO SOUTH
 CS2929'TO GATE OF TEXAS ELECTRIC SERVICE CO., HERE TURN EAST AND
 CS2929'FOLLOW THE MAIN ROAD FOR A TOTAL DISTANCE OF 0.3 MILE TO THE
 CS2929'TANK ON THE LEFT SIDE OF ROAD.
 CS2929
 CS2929                          STATION RECOVERY (1996)
 CS2929
 CS2929'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1487 ***********************************************************************
 AE1487  DESIGNATION -  HANDY
 AE1487  PID         -  AE1487
 AE1487  STATE/COUNTY-  TX/HIDALGO
 AE1487  USGS QUAD   -  SAN JUAN SE (1962)
 AE1487
 AE1487                         *CURRENT SURVEY CONTROL
 AE1487  ___________________________________________________________________
 AE1487* NAD 83(1993)-  26 05 38.29528(N)    098 05 56.43203(W)     ADJUSTED  
 AE1487* NAVD 88     -        26.7    (meters)      88.     (feet)  VERTCON   
 AE1487  ___________________________________________________________________
 AE1487  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AE1487  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AE1487
 AE1487  HORZ ORDER  -  FIRST
 AE1487
 AE1487.The horizontal coordinates were established by classical geodetic methods
 AE1487.and adjusted by the National Geodetic Survey in February 1996..
 AE1487
 AE1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1487
 AE1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1487
 AE1487.The geoid height was determined by GEOID03.
 AE1487
 AE1487;                    North         East     Units Scale Factor Converg.
 AE1487;SPC TX S     - 5,047,407.236   340,115.017   MT  1.00001911   +0 10 55.4
 AE1487;SPC TX S     -16,559,701.91  1,115,860.68   sFT  1.00001911   +0 10 55.4
 AE1487;UTM  14      - 2,886,402.202   590,099.521   MT  0.99970023   +0 23 46.8
 AE1487
 AE1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1487!SPC TX S     -   0.99999951  x   1.00001911  =   1.00001862
 AE1487!UTM  14      -   0.99999951  x   0.99970023  =   0.99969974
 AE1487
 AE1487|---------------------------------------------------------------------|
 AE1487| PID    Reference Object                     Distance      Geod. Az  |
 AE1487|                                                           dddmmss.s |
 AE1487| CV3267 HANDY RM                             35.510 METERS 03310     |
 AE1487| AE1479 DONNA SUGAR MILL TALLER STK         APPROX. 6.4 KM 0392101.4 |
 AE1487| AB1636 WESLACO MUNICIPAL TANK              APPROX.13.2 KM 0552422.5 |
 AE1487| AE1486 068                                  78.272 METERS 05935     |
 AE1487| CV3269 HANDY RM 3                           79.007 METERS 07913     |
 AE1487| AE1543 HIDALGO CO WTR IMPROV PLT STK       APPROX.16.3 KM 2710855.7 |
 AE1487| AE1541 HIDALGO CH STEEPLE NEAR RIVER       APPROX.16.4 KM 2721454.8 |
 AE1487| AE1521 EDINBURG PUMP CO TALLER STK         APPROX.24.6 KM 2880812.4 |
 AE1487| AE1516 MISSION UNITED IRRIG 1ST STK        APPROX.24.9 KM 2884142.7 |
 AE1487| CV3266 HANDY AZ MK                                        2981123.5 |
 AE1487| AE1523 MISSION OLD MUNICIPAL TANK          APPROX.26.3 KM 3001202.2 |
 AE1487| AE1499 TALL STACK S OF STA MC ALLEN        APPROX.15.3 KM 3031435.8 |
 AE1487| AE1502 MC ALLEN METHODIST CH STEEPLE       APPROX.17.7 KM 3105933.5 |
 AE1487| AE1507 MC ALLEN STANDPIPE                  APPROX.18.4 KM 3120202.6 |
 AE1487| AE1504 MC ALLEN SCHOOL TEMP SCAFFOLD       APPROX.17.9 KM 3121347.4 |
 AE1487| AE1492 PHARR STANDPIPE                     APPROX.13.9 KM 3215427.5 |
 AE1487| AE1500 PHARR POST OFFICE PAGODA CUP        APPROX.14.0 KM 3223507.1 |
 AE1487| AE1495 PHARR NEW MUNICIPAL TANK            APPROX.14.1 KM 3232935.0 |
 AE1487| AE1490 PHARR ELEV FLAG E OF RR STA         APPROX.13.9 KM 3234412.5 |
 AE1487| AE1496 SAN JUAN BLACK ABANDONED TANK       APPROX.11.8 KM 3283918.7 |
 AE1487| CV3268 HANDY RM 2                           47.308 METERS 35105     |
 AE1487|---------------------------------------------------------------------|
 AE1487
 AE1487                          SUPERSEDED SURVEY CONTROL
 AE1487
 AE1487  NAD 83(1986)-  26 05 38.30111(N)    098 05 56.39505(W) AD(       ) 1
 AE1487  NAD 27      -  26 05 37.02328(N)    098 05 55.36553(W) AD(       ) 1
 AE1487  NGVD 29 (07/19/86)   26.8    (m)           88.     (f) VERT ANG       
 AE1487
 AE1487.Superseded values are not recommended for survey control.
 AE1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1487.See file dsdata.txt to determine how the superseded data were derived.
 AE1487
 AE1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP9010086402(NAD 83)
 AE1487_MARKER: DS = TRIANGULATION STATION DISK
 AE1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1487
 AE1487  HISTORY     - Date     Condition        Report By
 AE1487  HISTORY     - 1917     MONUMENTED       CGS
 AE1487  HISTORY     - 1936     GOOD             TXRD
 AE1487  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AE1487  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE1487  HISTORY     - 1963     SEE DESCRIPTION  USGS
 AE1487
 AE1487                          STATION DESCRIPTION
 AE1487
 AE1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE1487'STATION IS ABOUT 6 MILES S AND 3 MILES W OF DONNA, 3 MILES W
 AE1487'OF THE POINT WHERE THE ROAD RUNNING S FROM DONNA ALONG THE E
 AE1487'SIDE OF THE DONNA SUGAR MILL JOINS THE MILITARY ROAD AND 1.8
 AE1487'MILES W OF THE POINT WHERE THE DONNA CANAL CROSSES THE MILITARY
 AE1487'ROAD.  THE STATION IS ABOUT 40 METERS (131 FEET) S OF THE
 AE1487'MILITARY ROAD AND 3 TELEPHONE POLES E OF THE POINT WHERE
 AE1487'THE MILITARY ROAD CHANGES DIRECTION FROM W TO SW.
 AE1487'
 AE1487'SURFACE MARK IS A STANDARD BRONZE DISK SET IN BLOCK OF CONCRETE.
 AE1487'
 AE1487'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1487'
 AE1487'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1487'CONCRETE, 35.51 METERS (116.5 FEET) FROM STATION N 33 DEG 10 MIN E.
 AE1487'
 AE1487'ELEVATION OF STATION, 26.8 METERS (88 FEET).
 AE1487
 AE1487                          STATION RECOVERY (1936)
 AE1487
 AE1487'RECOVERY NOTE BY TEXAS RECLAMATION DEPARTMENT 1936
 AE1487'THIS STATION WAS FOUND AS DESCRIBED.  UNDERGROUND MARK IS IN
 AE1487'GOOD CONDITION.
 AE1487'
 AE1487'DISTANCE FROM THE UNDERGROUND MARK TO STATE RECLAMATION DEPT.
 AE1487'BM NO. 17 IS 974.7 FEET N 61 DEG 43 MIN W.
 AE1487'
 AE1487'BENCH MARK 17 IS ON S SIDE OF OLD MILITARY ROAD IN FENCE
 AE1487'CORNER AT ELGATO SWITCH, 10 FEET NE OF RAILROAD SWITCH TRACT.
 AE1487'
 AE1487'REFERENCE MARK IS IN POOR CONDITION.  IT IS ON S SIDE OF OLD
 AE1487'MILITARY ROAD IN EDGE OF CULTIVATED GROUND.
 AE1487
 AE1487                          STATION RECOVERY (1947)
 AE1487
 AE1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AE1487'STATION WAS RECOVERED AS DESCRIBED THE SURFACE STATION MARK AND
 AE1487'REFERENCE MARK HAD BEEN DESTROYED.  THE UNDERGROUND STATION MARK
 AE1487'WAS FOUND TO BE IN GOOD CONDITION AND A NEW SURFACE MARK WAS
 AE1487'SET.  TWO NEW REFERENCE MARKS AND AZIMUTH MARK WERE SET BY
 AE1487'THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 AE1487'
 AE1487'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF DONNA, ON LAND
 AE1487'OWNED BY MR. J.W. WARREN.  IT IS 167 FEET SOUTH OF THE
 AE1487'CENTERLINE OF A DIRT ROAD, 155 FEET SOUTH OF A POWERLINE POLE
 AE1487'WITH A TRIANGLE BLAZE AND 257 FEET SOUTHWEST OF A POWERLINE
 AE1487'POLE WITH A TRIANGLE BLAZE.  THE MARK IS UNDERGROUND ABOUT 18
 AE1487'INCHES AND THE DISK IS STAMPED HANDY 1917 1947.
 AE1487'
 AE1487'REFERENCE MARK NO. 2 IS 155.21 FEET NORTH OF THE STATION.  IT
 AE1487'IS 18 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD AND 2 FEET
 AE1487'WEST OF A POWERLINE POLE WITH A TRIANGLE BLAZE.  THE MARK IS
 AE1487'FLUSH AND THE DISK IS STAMPED HANDY NO 2 1917 1947.
 AE1487'
 AE1487'REFERENCE MARK NO. 3 IS 259.21 FEET NORTHEAST OF THE STATION.
 AE1487'IT IS 18 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD AND 3
 AE1487'FEET EAST OF A POWERLINE POLE WITH A TRIANGLE BLAZE.  THE MARK
 AE1487'IS FLUSH AND THE DISK IS STAMPED HANDY NO 3 1917 1947.
 AE1487'
 AE1487'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION.  IT IS 30 FEET
 AE1487'SOUTH OF THE CENTERLINE OF A DIRT ROAD, 39 FEET EAST OF THE
 AE1487'CENTERLINE OF A DIRT ROAD AND 2 FEET EAST OF A POWERLINE POLE.
 AE1487'THE MARK IS FLUSH AND THE DISK IS STAMPED HANDY 1917 1947
 AE1487'
 AE1487'USBC NO. 068 IS 256.8 FEET NORTHEAST OF THE STATION.  IT IS
 AE1487'36 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD AND 2 FEET
 AE1487'SOUTH OF A WHITE WITNESS POST.  THE MARK IS A 4X4 CONCRETE
 AE1487'POST THAT PROJECTS ABOUT 4 INCHES AND THE DISK IS A STANDARD
 AE1487'USBC BRONZE DISK STAMPED BM NO 068 1942.
 AE1487'
 AE1487'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND
 AE1487'SOUTH FIFTH STREET IN DONNA GO SOUTH ON PAVED ROAD FOR 2.3 MILE
 AE1487'TO A T-ROAD INTERSECTION, TURN LEFT ON FARM HIGHWAY 493 AND
 AE1487'GO 4.55 MILE TO A RAILROAD CROSSING, CONTINUE STRAIGHT AHEAD FOR
 AE1487'0.5 MILE TO A T-ROAD INTERSECTION, TURN RIGHT AND GO 1.15 MILE
 AE1487'TO A FORK IN ROAD IMMEDIATELY BEYOND BRIDGE OVER IRRIGATION
 AE1487'CANAL, TURN RIGHT AND GO 1.8 MILE TO STATION ON THE LEFT
 AE1487'AS DESCRIBED.
 AE1487'
 AE1487'TO REACH AZIMUTH MARK FROM THE STATION GO WEST ON DIRT ROAD
 AE1487'FOR 0.2 MILE TO AZIMUTH MARK IN THE SOUTHEAST ANGLE OF A DIRT
 AE1487'ROAD INTERSECTION.
 AE1487
 AE1487                          STATION RECOVERY (1962)
 AE1487
 AE1487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE1487'R.M. 2 AND AZIMUTH MARK FOUND OK AS DESCRIBED.  R.M. 3 NOT FOUND.
 AE1487'THE POWER POLE ADJACENT TO R.M. 3 HAS BEEN REPLACED.  USEC 068
 AE1487'NOT FOUND.  STATION NOT FOUND AFTER THOROUGH SEARCH BY DIGGING
 AE1487'A 3 FT DEEP TRENCH AND PROBING WITH A 30 INCH PROBE BELOW
 AE1487'THAT.  SITE IS NOW A CULTIVATED FIELD BUT THE SUBSURFACE MARK
 AE1487'MAY HAVE REMAINED UNDISTURBED.
 AE1487
 AE1487                          STATION RECOVERY (1963)
 AE1487
 AE1487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AE1487'SURFACE MARK HAS BEEN DESTROYED.  FIELD HAS BEEN PLOWED.  R.M.
 AE1487'1 WAS NOT RECOVERED.  R.M. 2 AND AZIMUTH MARK HAVE BEEN RECOVERED
 AE1487'- OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0495 ***********************************************************************
 AM0495  DESIGNATION -  HANDY
 AM0495  PID         -  AM0495
 AM0495  STATE/COUNTY-  TX/MATAGORDA
 AM0495  USGS QUAD   -  DRESSING POINT (1973)
 AM0495
 AM0495                         *CURRENT SURVEY CONTROL
 AM0495  ___________________________________________________________________
 AM0495* NAD 83(1993)-  28 44 10.94849(N)    095 49 40.42836(W)     ADJUSTED  
 AM0495* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0495  ___________________________________________________________________
 AM0495  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AM0495  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AM0495
 AM0495  HORZ ORDER  -  SECOND
 AM0495
 AM0495.The horizontal coordinates were established by classical geodetic methods
 AM0495.and adjusted by the National Geodetic Survey in February 1996..
 AM0495
 AM0495.The orthometric height was scaled from a topographic map.
 AM0495
 AM0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0495
 AM0495.The geoid height was determined by GEOID03.
 AM0495
 AM0495;                    North         East     Units Scale Factor Converg.
 AM0495;SPC TXSC     - 4,104,284.418   909,803.685   MT  0.99991740   +1 33 14.6
 AM0495;SPC TXSC     -13,465,473.13  2,984,914.26   sFT  0.99991740   +1 33 14.6
 AM0495;UTM  15      - 3,182,057.419   223,806.351   MT  1.00054150   -1 21 37.7
 AM0495
 AM0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0495!SPC TXSC     -   1.00000402  x   0.99991740  =   0.99992142
 AM0495!UTM  15      -   1.00000402  x   1.00054150  =   1.00054552
 AM0495
 AM0495:                Primary Azimuth Mark                     Grid Az
 AM0495:SPC TXSC     -  HANDY RM 2                               076 37 01.0
 AM0495:UTM  15      -  HANDY RM 2                               079 31 53.3
 AM0495
 AM0495|---------------------------------------------------------------------|
 AM0495| PID    Reference Object                     Distance      Geod. Az  |
 AM0495|                                                           dddmmss.s |
 AM0495| CV7247 HANDY RM 2                                         0781015.6 |
 AM0495| AM0497 HOUSE 1 1/2 MI NE OF STA W PT       APPROX. 7.5 KM 1693038.7 |
 AM0495| AM0498 WEST POINT                          APPROX. 8.0 KM 1863747.0 |
 AM0495| AM0517 PILING                              APPROX. 6.0 KM 2351533.0 |
 AM0495| AM0516 TEXAS GULF SULPHUR CO E STACK       APPROX. 5.9 KM 2700054.9 |
 AM0495| CV7246 HANDY RM 1                           13.000 METERS 34643     |
 AM0495|---------------------------------------------------------------------|
 AM0495
 AM0495                          SUPERSEDED SURVEY CONTROL
 AM0495
 AM0495  NAD 83(1986)-  28 44 10.95702(N)    095 49 40.40943(W) AD(       ) 2
 AM0495  NAD 27      -  28 44 10.01300(N)    095 49 39.54100(W) AD(       ) 2
 AM0495
 AM0495.Superseded values are not recommended for survey control.
 AM0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0495.See file dsdata.txt to determine how the superseded data were derived.
 AM0495
 AM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM2380682057(NAD 83)
 AM0495_MARKER: DS = TRIANGULATION STATION DISK
 AM0495_SETTING: 0 = UNSPECIFIED SETTING
 AM0495
 AM0495  HISTORY     - Date     Condition        Report By
 AM0495  HISTORY     - 1934     MONUMENTED       CGS
 AM0495  HISTORY     - 1937     GOOD             TSI
 AM0495  HISTORY     - 1947     GOOD             CGS
 AM0495
 AM0495                          STATION DESCRIPTION
 AM0495
 AM0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0495'STATION IS LOCATED ABOUT 4-1/2 MILES NE FROM THE TOWN OF
 AM0495'GULF, ON THE N SHORE OF MATAGORDA BAY.  IT IS 90 METERS
 AM0495'N FROM THE BAY SHORE, AT THE MOUTH OF A SMALL BAYOU KNOWN
 AM0495'LOCALLY AS PELTONS BAYOU, 21 METERS E FROM THE FIRST SHARP
 AM0495'BEND IN BAYOU WHERE IT TURNS FROM N TO E.
 AM0495'
 AM0495'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AM0495'SET IN CONCRETE.
 AM0495'
 AM0495'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AM0495'WINDMILL (0.5 MILE), 59 DEG.  N STACK OF THE TEXAS GULF
 AM0495'SULPHUR CO., 257 DEG.  AND GULF, MUNICIPAL WATER TANK, 249
 AM0495'DEG.
 AM0495'
 AM0495'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AM0495
 AM0495                          STATION RECOVERY (1937)
 AM0495
 AM0495'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AM0495'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AM0495
 AM0495                          STATION RECOVERY (1947)
 AM0495
 AM0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0495'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT
 AM0495'4 MILES E OF THE OLD TOWN OF GULF, TEXAS, ON A SMALL ISLAND
 AM0495'FORMED BY THE INTERSECTION OF PELTON BAYOU AND THE INTRACOSTAL
 AM0495'WATERWAY.  IT IS 2.5 METERS N OF THE CANAL BANK, 19.7 METERS
 AM0495'S OF THE S BANK OF THE CREEK, 16.3 METERS FROM THE E POINT
 AM0495'OF A CONFLUENCE OF THE CREEK AND CANAL, AND 6 INCHES BELOW
 AM0495'THE GROUND.
 AM0495'
 AM0495'A 2.5-INCH BY 8-FOOT POLE AND A 3/4-INCH BY 3-FOOT IRON
 AM0495'PIPE WERE DRIVEN INTO THE GROUND BESIDE THE STATION AS WITNESS
 AM0495'POSTS.
 AM0495'
 AM0495'REFERENCE MARK 1 WAS RECOVERED 6 INCHES UNDERGROUND, 7 METERS
 AM0495'FROM THE S BANK OF THE CREEK, AND 16.1 METERS N OF THE N
 AM0495'BANK OF THE CANAL.  A 1- BY 2-INCH SLAT WAS PLACED BY THE
 AM0495'REFERENCE MONUMENT AS A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0539 ***********************************************************************
 DN0539  DESIGNATION -  HANG
 DN0539  PID         -  DN0539
 DN0539  STATE/COUNTY-  TX/GRAYSON
 DN0539  USGS QUAD   -  SHERMAN NW (1974)
 DN0539
 DN0539                         *CURRENT SURVEY CONTROL
 DN0539  ___________________________________________________________________
 DN0539* NAD 83(1986)-  33 42 41.     (N)    096 39 57.     (W)     SCALED    
 DN0539* NAVD 88     -       230.279  (meters)     755.51   (feet)  ADJUSTED  
 DN0539  ___________________________________________________________________
 DN0539  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DN0539  DYNAMIC HT  -         230.031 (meters)     754.69  (feet)  COMP
 DN0539  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 DN0539
 DN0539  VERT ORDER  -  SECOND    CLASS 0
 DN0539
 DN0539.This mark is at Grayson Co (F39) Airport (F39)
 DN0539
 DN0539.The horizontal coordinates were scaled from a topographic map and have
 DN0539.an estimated accuracy of +/- 6 seconds.
 DN0539
 DN0539.The orthometric height was determined by differential leveling
 DN0539.and adjusted by the National Geodetic Survey in June 1991..
 DN0539
 DN0539.The geoid height was determined by GEOID03.
 DN0539
 DN0539.The dynamic height is computed by dividing the NAVD 88
 DN0539.geopotential number by the normal gravity value computed on the
 DN0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0539.degrees latitude (g = 980.6199 gals.).
 DN0539
 DN0539.The modeled gravity was interpolated from observed gravity values.
 DN0539
 DN0539;                    North         East    Units  Estimated Accuracy
 DN0539;SPC TXNC     - 2,228,230.      770,000.      MT  (+/- 180 meters Scaled)
 DN0539
 DN0539                          SUPERSEDED SURVEY CONTROL
 DN0539
 DN0539  NGVD 29 (??/??/92)  230.242  (m)          755.39   (f) ADJ UNCH    2 0
 DN0539
 DN0539.Superseded values are not recommended for survey control.
 DN0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0539.See file dsdata.txt to determine how the superseded data were derived.
 DN0539
 DN0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC163326(NAD 83)
 DN0539_MARKER: X = CHISELED CROSS
 DN0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0539_SP_SET: CONCRETE APPROACH
 DN0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0539
 DN0539  HISTORY     - Date     Condition        Report By
 DN0539  HISTORY     - UNK      MONUMENTED       DOD
 DN0539  HISTORY     - 1945     GOOD             NGS
 DN0539  HISTORY     - 20020815 MARK NOT FOUND   USPSQD
 DN0539
 DN0539                          STATION DESCRIPTION
 DN0539
 DN0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DN0539'3.5 MI S FROM POTTSBORO.
 DN0539'3.5 MILES SOUTH AT PERRIN FIELD, IN BLOCK NO. 2, IN THE CONCRETE
 DN0539'APPROACH OF THE SOUTH HANGAR, 5.0 FEET WEST OF THE NORTHWEST CORNER OF
 DN0539'THE HANGAR AND 1.5 FEET WEST OF THE WEST TRACK FOR HANGAR DOOR.  A
 DN0539'CHISELED CROSS.
 DN0539
 DN0539                          STATION RECOVERY (2002)
 DN0539
 DN0539'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 DN0539'SITE HAS BEEN DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0758 ***********************************************************************
 EN0758  DESIGNATION -  HANK
 EN0758  PID         -  EN0758
 EN0758  STATE/COUNTY-  TX/DONLEY
 EN0758  USGS QUAD   -  LELIA LAKE CREEK (1982)
 EN0758
 EN0758                         *CURRENT SURVEY CONTROL
 EN0758  ___________________________________________________________________
 EN0758* NAD 83(1993)-  34 54 35.69585(N)    100 40 17.74417(W)     ADJUSTED  
 EN0758* NAVD 88     -       796.1    (meters)    2612.     (feet)  VERTCON   
 EN0758  ___________________________________________________________________
 EN0758  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 EN0758  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EN0758
 EN0758  HORZ ORDER  -  THIRD
 EN0758
 EN0758.The horizontal coordinates were established by classical geodetic methods
 EN0758.and adjusted by the National Geodetic Survey in February 1996..
 EN0758
 EN0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0758
 EN0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0758
 EN0758.The geoid height was determined by GEOID03.
 EN0758
 EN0758;                    North         East     Units Scale Factor Converg.
 EN0758;SPC TX N     - 1,101,260.852   275,701.630   MT  0.99994992   +0 28 48.3
 EN0758;SPC TX N     - 3,613,053.31    904,531.10   sFT  0.99994992   +0 28 48.3
 EN0758;UTM  14      - 3,864,328.183   347,289.614   MT  0.99988742   -0 57 24.5
 EN0758
 EN0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0758!SPC TX N     -   0.99987929  x   0.99994992  =   0.99982922
 EN0758!UTM  14      -   0.99987929  x   0.99988742  =   0.99976673
 EN0758
 EN0758|---------------------------------------------------------------------|
 EN0758| PID    Reference Object                     Distance      Geod. Az  |
 EN0758|                                                           dddmmss.s |
 EN0758| CX8224 HANK RM 1                             5.750 METERS 14736     |
 EN0758| EN0754 HEDLEY WATER TANK                   APPROX. 4.6 KM 1700543.9 |
 EN0758| EN0756 AMARILLO FORT WORTH AWY BCN 6       APPROX. 6.8 KM 1891101.9 |
 EN0758| CX8223 HANK AZ MK                                         1900044.2 |
 EN0758| EN0781 LELIA LAKE SMITH BROS CO STACK      APPROX. 9.0 KM 2623806.6 |
 EN0758| CX8225 HANK RM 2                             6.068 METERS 26531     |
 EN0758|---------------------------------------------------------------------|
 EN0758
 EN0758                          SUPERSEDED SURVEY CONTROL
 EN0758
 EN0758  NAD 83(1993)-  34 54 35.69739(N)    100 40 17.74303(W) AD(       ) 3
 EN0758  NAD 83(1986)-  34 54 35.69906(N)    100 40 17.73324(W) AD(       ) 3
 EN0758  NAD 27      -  34 54 35.51500(N)    100 40 16.24300(W) AD(       ) 3
 EN0758  NGVD 29 (01/19/93)  795.8    (m)         2611.     (f) VERT ANG       
 EN0758
 EN0758.Superseded values are not recommended for survey control.
 EN0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0758.See file dsdata.txt to determine how the superseded data were derived.
 EN0758
 EN0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4729064328(NAD 83)
 EN0758_MARKER: DS = TRIANGULATION STATION DISK
 EN0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0758+STABILITY: SURFACE MOTION
 EN0758
 EN0758  HISTORY     - Date     Condition        Report By
 EN0758  HISTORY     - 1951     MONUMENTED       CGS
 EN0758  HISTORY     - 1958     GOOD             USGS
 EN0758
 EN0758                          STATION DESCRIPTION
 EN0758
 EN0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0758'THE STATION IS LOCATED ON A LOW GRASS-COVERED, SANDY KNOLL,
 EN0758'ABOUT 3 MILES NORTH OF HEDLEY, 150 FEET EAST OF A GRADED
 EN0758'COUNTRY ROAD, AND 6 FEET EAST OF A WITNESS POST.  THE MARK IS
 EN0758'A BRONZE DISK STAMPED HANK 1951, AND IS SET IN A CONCRETE
 EN0758'POST THAT PROJECTS 3 INCHES.
 EN0758'
 EN0758'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED HANK NO 1 1951,
 EN0758'AND IS SET IN A CONCRETE POST THAT PROJECTS 4 INCHES.
 EN0758'
 EN0758'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED HANK NO 2 1951,
 EN0758'AND IS SET IN A CONCRETE POST THAT PROJECTS 3 INCHES.
 EN0758'
 EN0758'THE AZIMUTH MARK IS LOCATED WEST OF THE STATION, 0.1 MILE WEST
 EN0758'OF A Y-ROAD, 30 FEET EAST OF A GRADED COUNTRY ROAD, AND 2 FEET
 EN0758'EAST OF A WITNESS POST.  THE MARK IS A BRONZE DISK STAMPED
 EN0758'HANK 1951, AND IS SET IN A CONCRETE POST THAT PROJECTS 6 INCHES.
 EN0758'
 EN0758'TO REACH FROM THE MAIN STREET IN HEDLEY, GO WESTERLY ON THE
 EN0758'FIRST STREET NORTH OF THE RAILROAD TRACKS FOR 0.65 MILE TO A
 EN0758'T-ROAD RIGHT, TURN RIGHT FOR 2.45 MILES TO THE AZIMUTHMARK ON
 EN0758'THE RIGHT, CONTINUE 0.1 MILE TO A Y-ROAD, TAKE RIGHT FORK FOR
 EN0758'0.1 MILE TO THE TOP OF A SMALL HILL, TURN RIGHT OFF OF THE
 EN0758'ROAD AND GO TO HIGHEST POINT AND THE STATION.
 EN0758
 EN0758                          STATION RECOVERY (1958)
 EN0758
 EN0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 EN0758'RECOVERED BY USGS IN 1958.
 EN0758'
 EN0758'STATION MARK--STANDARD USC AND GS DISK STAMPED---HANK 1951---, AND
 EN0758'IS SET IN A CONCRETE POST THAT PROJECTS 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1144 ***********************************************************************
 CT1144  DESIGNATION -  HANKINS
 CT1144  PID         -  CT1144
 CT1144  STATE/COUNTY-  TX/TAYLOR
 CT1144  USGS QUAD   -  VIEW (1984)
 CT1144
 CT1144                         *CURRENT SURVEY CONTROL
 CT1144  ___________________________________________________________________
 CT1144* NAD 83(1993)-  32 17 13.47351(N)    099 56 45.40697(W)     ADJUSTED  
 CT1144* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 CT1144  ___________________________________________________________________
 CT1144  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CT1144  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CT1144
 CT1144  HORZ ORDER  -  SECOND
 CT1144
 CT1144.The horizontal coordinates were established by classical geodetic methods
 CT1144.and adjusted by the National Geodetic Survey in February 1996..
 CT1144
 CT1144.The orthometric height was scaled from a topographic map.
 CT1144
 CT1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1144
 CT1144.The geoid height was determined by GEOID03.
 CT1144
 CT1144;                    North         East     Units Scale Factor Converg.
 CT1144;SPC TXNC     - 2,069,735.824   463,805.027   MT  0.99996097   -0 47 19.0
 CT1144;SPC TXNC     - 6,790,458.28  1,521,666.99   sFT  0.99996097   -0 47 19.0
 CT1144;UTM  14      - 3,572,649.403   410,928.071   MT  0.99969784   -0 30 19.2
 CT1144
 CT1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1144!SPC TXNC     -   0.99988909  x   0.99996097  =   0.99985006
 CT1144!UTM  14      -   0.99988909  x   0.99969784  =   0.99958696
 CT1144
 CT1144:                Primary Azimuth Mark                     Grid Az
 CT1144:SPC TXNC     -  BUFFALO GAP NW FAA PERIPHER TR           071 10 52.0
 CT1144:UTM  14      -  BUFFALO GAP NW FAA PERIPHER TR           070 53 52.2
 CT1144
 CT1144|---------------------------------------------------------------------|
 CT1144| PID    Reference Object                     Distance      Geod. Az  |
 CT1144|                                                           dddmmss.s |
 CT1144| CT1140 BUFFALO GAP NW FAA PERIPHER TR      APPROX. 3.8 KM 0702333.0 |
 CT1144| CT1150 BUFFALO GAP NE FAA PERIPHER TR      APPROX. 3.8 KM 0702524.2 |
 CT1144| CT1141 BUFFALO GAP SW FAA PERIPHER TR      APPROX. 3.8 KM 0704528.1 |
 CT1144| CT1147 VIEW US ARMY NIKE SITE MAST         352.408 METERS 12505     |
 CT1144| CT1143 HANKINS US ARMY 1961                 15.579 METERS 15726     |
 CT1144| CX8227 HANKINS RM 1                         22.435 METERS 15944     |
 CT1144| CU0935 HACK DRILLING CO RADIO MAST         APPROX.13.2 KM 2311702.2 |
 CT1144| CU0933 HALLIBURTON CO RADIO MAST           APPROX.11.6 KM 2330411.1 |
 CT1144| CX8228 HANKINS RM 2                         26.575 METERS 25729     |
 CT1144| CT1149 MC ALISTER TRUCK CO RAD MAST        APPROX. 5.5 KM 3082515.2 |
 CT1144| CT1148 WEST TEX DRILLING CO RAD MAST       APPROX. 1.1 KM 3234629.4 |
 CT1144| CX8226 HANKINS AZ MK                                      3453022.5 |
 CT1144|---------------------------------------------------------------------|
 CT1144
 CT1144                          SUPERSEDED SURVEY CONTROL
 CT1144
 CT1144  NAD 83(1986)-  32 17 13.47981(N)    099 56 45.39476(W) AD(       ) 2
 CT1144  NAD 27      -  32 17 13.00940(N)    099 56 44.06860(W) AD(       ) 2
 CT1144
 CT1144.Superseded values are not recommended for survey control.
 CT1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1144.See file dsdata.txt to determine how the superseded data were derived.
 CT1144
 CT1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1092872649(NAD 83)
 CT1144_MARKER: DS = TRIANGULATION STATION DISK
 CT1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1144
 CT1144  HISTORY     - Date     Condition        Report By
 CT1144  HISTORY     - 1961     MONUMENTED       CGS
 CT1144  HISTORY     - 1961     GOOD             CGS
 CT1144  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 CT1144
 CT1144                          STATION DESCRIPTION
 CT1144
 CT1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1144'THE STATION IS ABOUT 8 MILES SOUTHWEST OF VIEW, 3/4 MILE
 CT1144'NORTHWEST OF U.S. HIGHWAY 277, AND 1/4 MILE NORTHWEST OF THE
 CT1144'U.S. ARMY NIKE SITE, ON PROPERTY OWNED BY MR. LOWELL HANKINS
 CT1144'OF ROCK SPRINGS, TEXAS.
 CT1144'
 CT1144'TO REACH THE STATION FROM THE OVERPASS WHICH CROSSES OVER
 CT1144'THE RAILROAD JUST EAST OF THE DEPOT IN VIEW, GO SOUTHWESTERLY
 CT1144'ON U.S. HIGHWAY 277 FOR 5.35 MILES TO TOP OF THE GRADE AND
 CT1144'ENTRANCE TO NIKE SITE ON THE RIGHT.  TURN RIGHT THROUGH GATE
 CT1144'AND FOLLOW THE SURFACED ROAD FOR 0.8 MILE TO NIKE SITE ON THE
 CT1144'LEFT.  BEAR RIGHT AND FOLLOW A GRADED ROAD, SOUTHWESTERLY,
 CT1144'FOR 0.2 MILE TO STATION ON THE LEFT.
 CT1144'
 CT1144'STATION MARKS, ARE STANDARD DISKS STAMPED HAWKINS 1961.  THE
 CT1144'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CT1144'2 INCHES.  IT IS 90 FEET SOUTHEAST OF A TRACK ROAD, 40 FEET
 CT1144'SOUTHWEST OF A GRAVELED ROAD, AND 5.0 FEET SOUTH OF A METAL
 CT1144'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 CT1144'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 CT1144'
 CT1144'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HAWKINS NO 1 1961,
 CT1144'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 CT1144'IT IS 180 FEET SOUTHEAST OF THE TRACK ROAD, AND 46 FEET SOUTHWEST
 CT1144'OF THE GRAVELED ROAD.
 CT1144'
 CT1144'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HAWKINS NO 2 1961,
 CT1144'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 CT1144'IT IS 125 FEET SOUTHWEST OF THE GRAVELED ROAD, AND 105 FEET
 CT1144'SOUTHEAST OF THE TRACK ROAD.
 CT1144'
 CT1144'HANKINS, U.S. ARMY 90TH DIVISION 7-29-42 MARK, IS A 4 IN BY
 CT1144'4 IN CONCRETE POST WITH A COPPER PLATE EMBEDED IN THE TOP,
 CT1144'STAMPED HANKINS 7-29-42 90TH DIV ARMY, WHICH PROJECTS 6 INCHES.
 CT1144'IT IS 158 FEET SOUTHEAST OF THE TRACK ROAD, AND 43 FEET SOUTHWEST
 CT1144'OF THE GRAVELED ROAD.
 CT1144'
 CT1144'AZIMUTH MARK, A STANDARD DISK STAMPED HANKINS 1961, IS SET
 CT1144'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 550
 CT1144'FEET NORTH FROM WHERE THE GRAVELED ROAD CURVES TO THE LEFT, AND
 CT1144'1.5 FEET SOUTH OF A METAL WITNESS POST.
 CT1144'
 CT1144'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY
 CT1144'ON THE GRAVELED ROAD FOR 0.35 MILE TO WHERE THE ROAD CURVES
 CT1144'TO THE LEFT.  BEAR RIGHT, KEEPING TO THE RIGHT OF TREES, GO
 CT1144'NORTHERLY 0.05 MILE TO THE AZIMUTH MARK.
 CT1144'
 CT1144'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CT1144'
 CT1144'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CT1144
 CT1144                          STATION RECOVERY (1961)
 CT1144
 CT1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1144'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CT1144'IN GOOD CONDITION.  THE TO REACH FOR THE STATION AND THE AZIMUTH
 CT1144'MARK WAS FOUND TO BE COMPLETELY ADEQUATE.  THE DIRECTIONS AND
 CT1144'MEASUREMENTS WERE CHECKED IN THE FIELD AND WERE ACCURATE, EXCEPT
 CT1144'FOR THE MEASUREMENT TO REFERENCE MARK NO 2.  THE MEASUREMENT TO
 CT1144'REFERENCE MARK NO 2 WAS LONGER BY .010 METERS.
 CT1144
 CT1144                          STATION RECOVERY (1994)
 CT1144
 CT1144'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1224 ***********************************************************************
 CT1224  DESIGNATION -  HANKINS
 CT1224  PID         -  CT1224
 CT1224  STATE/COUNTY-  TX/TAYLOR
 CT1224  USGS QUAD   -  VIEW (1984)
 CT1224
 CT1224                         *CURRENT SURVEY CONTROL
 CT1224  ___________________________________________________________________
 CT1224* NAD 83(1993)-  32 17 04.27197(N)    099 56 38.38823(W)     ADJUSTED  
 CT1224* NAVD 88     -       733.1    (meters)    2405.     (feet)  VERTCON   
 CT1224  ___________________________________________________________________
 CT1224  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 CT1224  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CT1224
 CT1224  HORZ ORDER  -  THIRD
 CT1224
 CT1224.The horizontal coordinates were established by classical geodetic methods
 CT1224.and adjusted by the National Geodetic Survey in February 1996..
 CT1224
 CT1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1224
 CT1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1224
 CT1224.The geoid height was determined by GEOID03.
 CT1224
 CT1224;                    North         East     Units Scale Factor Converg.
 CT1224;SPC TXNC     - 2,069,449.898   463,984.759   MT  0.99996156   -0 47 15.2
 CT1224;SPC TXNC     - 6,789,520.21  1,522,256.66   sFT  0.99996156   -0 47 15.2
 CT1224;UTM  14      - 3,572,364.445   411,109.167   MT  0.99969744   -0 30 15.3
 CT1224
 CT1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1224!SPC TXNC     -   0.99988910  x   0.99996156  =   0.99985066
 CT1224!UTM  14      -   0.99988910  x   0.99969744  =   0.99958657
 CT1224
 CT1224                          SUPERSEDED SURVEY CONTROL
 CT1224
 CT1224  NAD 83(1986)-  32 17 04.27803(N)    099 56 38.37677(W) AD(       ) 3
 CT1224  NGVD 29 (01/22/93)  732.9    (m)         2405.     (f) VERT ANG       
 CT1224
 CT1224.Superseded values are not recommended for survey control.
 CT1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1224.See file dsdata.txt to determine how the superseded data were derived.
 CT1224
 CT1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1110972364(NAD 83)
 CT1224_MARKER: DD = SURVEY DISK
 CT1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1224+STABILITY: SURFACE MOTION
 CT1224
 CT1224  HISTORY     - Date     Condition        Report By
 CT1224  HISTORY     - 1955     MONUMENTED       USGS
 CT1224
 CT1224                          STATION DESCRIPTION
 CT1224
 CT1224'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CT1224'STATION LOCATED ABOUT 12 MI. W. AND 11 MI. S. OF ABILENE, TEXAS.
 CT1224'
 CT1224'TO REACH FROM THE POST OFFICE IN ABILENE, GO S. TO NORTH 1ST STREET,
 CT1224'THENCE RIGHT (W.) TO SAYLES BLVD., THENCE LEFT (S.) 5 BLOCKS TO U.S.
 CT1224'HIGHWAY 277, THENCE RIGHT ON U.S. HIGHWAY 277 FOR 15.4 MI., TURN
 CT1224'RIGHT AT ENTRANCE TO HANKINS RANCH AND GO 0.5 MI., STATION TO LEFT
 CT1224'(S.) OF RD. 200 FT., 45 FT. ENE. OF TRAIL.
 CT1224'
 CT1224'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST PROJECTING 2 IN.
 CT1224'AND STAMPED---HANKINS 1955 - 2404---.
 CT1224'
 CT1224'REFERENCE MARK NO. 1--CHISELED CROSS ON A BOULDER BURIED FLUSH, 63.15
 CT1224'FT. FROM STATION BEARING N 73 34 W.
 CT1224'
 CT1224'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN A CEDAR TREE, 79.37
 CT1224'FT. FROM STATION BEARING N 12 56 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1143 ***********************************************************************
 CT1143  DESIGNATION -  HANKINS US ARMY 1961
 CT1143  PID         -  CT1143
 CT1143  STATE/COUNTY-  TX/TAYLOR
 CT1143  USGS QUAD   -  VIEW (1984)
 CT1143
 CT1143                         *CURRENT SURVEY CONTROL
 CT1143  ___________________________________________________________________
 CT1143* NAD 83(1993)-  32 17 13.00648(N)    099 56 45.17846(W)     ADJUSTED  
 CT1143* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 CT1143  ___________________________________________________________________
 CT1143  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 CT1143  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CT1143
 CT1143  HORZ ORDER  -  SECOND
 CT1143
 CT1143.The horizontal coordinates were established by classical geodetic methods
 CT1143.and adjusted by the National Geodetic Survey in February 1996..
 CT1143
 CT1143.The orthometric height was scaled from a topographic map.
 CT1143
 CT1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1143
 CT1143.The geoid height was determined by GEOID03.
 CT1143
 CT1143;                    North         East     Units Scale Factor Converg.
 CT1143;SPC TXNC     - 2,069,721.358   463,810.807   MT  0.99996100   -0 47 18.9
 CT1143;SPC TXNC     - 6,790,410.82  1,521,685.96   sFT  0.99996100   -0 47 18.9
 CT1143;UTM  14      - 3,572,634.969   410,933.921   MT  0.99969782   -0 30 19.0
 CT1143
 CT1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1143!SPC TXNC     -   0.99988909  x   0.99996100  =   0.99985009
 CT1143!UTM  14      -   0.99988909  x   0.99969782  =   0.99958694
 CT1143
 CT1143                          SUPERSEDED SURVEY CONTROL
 CT1143
 CT1143  NAD 83(1986)-  32 17 13.01278(N)    099 56 45.16625(W) AD(       ) 2
 CT1143  NAD 27      -  32 17 12.54240(N)    099 56 43.84010(W) AD(       ) 2
 CT1143
 CT1143.Superseded values are not recommended for survey control.
 CT1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1143.See file dsdata.txt to determine how the superseded data were derived.
 CT1143
 CT1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA1093472635(NAD 83)
 CT1143_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CT1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1143+STABILITY: SURFACE MOTION
 CT1143
 CT1143  HISTORY     - Date     Condition        Report By
 CT1143  HISTORY     - 1961     MONUMENTED       USA
 CT1143
 CT1143                          STATION DESCRIPTION
 CT1143
 CT1143'DESCRIBED BY US ARMY 1961 (HWK)
 CT1143'THE STATION IS 5.35 MILES, SOUTHWESTERLY, ON U.S. HIGHWAY 277
 CT1143'FROM THE DEPOT IN VIEW, THENCE WESTERLY 0.8 MILE TO NIKE SITE,
 CT1143'THENCE CONTINUE 0.2 MILE TO THE STATION, 158 FEET SOUTHEAST
 CT1143'OF A TRACK ROAD, AND 43 FEET SOUTHWEST OF A GRAVELED ROAD.
 CT1143'
 CT1143'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HANKINS,
 CT1143'DISTANCE BEING 51.11 FEET (15.579 METERS) SOUTHEAST OF STATION
 CT1143'HANKINS.  THE MARK IS A 4 IN BY 4 IN CONCRETE POST WITH A
 CT1143'COPPER PLATE EMBEDDED IN THE TOP, STAMPED HANKINS 7-29-42 90TH
 CT1143'DIV ARMY.  IT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0895 ***********************************************************************
 GK0895  DESIGNATION -  HANNA
 GK0895  PID         -  GK0895
 GK0895  STATE/COUNTY-  TX/HANSFORD
 GK0895  USGS QUAD   -  HANNAS DRAW WEST (1974)
 GK0895
 GK0895                         *CURRENT SURVEY CONTROL
 GK0895  ___________________________________________________________________
 GK0895* NAD 83(1993)-  36 08 45.03137(N)    101 31 59.65531(W)     ADJUSTED  
 GK0895* NAVD 88     -      1009.     (meters)    3310.     (feet)  SCALED    
 GK0895  ___________________________________________________________________
 GK0895  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 GK0895  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 GK0895
 GK0895  HORZ ORDER  -  THIRD
 GK0895
 GK0895.The horizontal coordinates were established by classical geodetic methods
 GK0895.and adjusted by the National Geodetic Survey in February 1996..
 GK0895
 GK0895.The orthometric height was scaled from a topographic map.
 GK0895
 GK0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0895
 GK0895.The geoid height was determined by GEOID03.
 GK0895
 GK0895;                    North         East     Units Scale Factor Converg.
 GK0895;SPC TX N     - 1,238,061.280   197,008.730   MT  0.99999147   -0 01 09.3
 GK0895;SPC TX N     - 4,061,872.72    646,352.81   sFT  0.99999147   -0 01 09.3
 GK0895;UTM  14      - 4,003,097.696   272,083.659   MT  1.00024009   -1 29 41.5
 GK0895
 GK0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0895!SPC TX N     -   0.99984579  x   0.99999147  =   0.99983726
 GK0895!UTM  14      -   0.99984579  x   1.00024009  =   1.00008584
 GK0895
 GK0895|---------------------------------------------------------------------|
 GK0895| PID    Reference Object                     Distance      Geod. Az  |
 GK0895|                                                           dddmmss.s |
 GK0895| CM8701 HANNA RM 1                           13.432 METERS 00121     |
 GK0895| CM8700 HANNA AZ MK                                        1791342.9 |
 GK0895| CM8702 HANNA RM 2                           17.465 METERS 18022     |
 GK0895|---------------------------------------------------------------------|
 GK0895
 GK0895                          SUPERSEDED SURVEY CONTROL
 GK0895
 GK0895  NAD 83(1993)-  36 08 45.03115(N)    101 31 59.65678(W) AD(       ) 3
 GK0895  NAD 83(1986)-  36 08 45.04133(N)    101 31 59.64351(W) AD(       ) 3
 GK0895  NAD 27      -  36 08 44.92200(N)    101 31 58.04700(W) AD(       ) 3
 GK0895
 GK0895.Superseded values are not recommended for survey control.
 GK0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0895.See file dsdata.txt to determine how the superseded data were derived.
 GK0895
 GK0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF7208403098(NAD 83)
 GK0895_MARKER: DS = TRIANGULATION STATION DISK
 GK0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0895_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0895
 GK0895  HISTORY     - Date     Condition        Report By
 GK0895  HISTORY     - 1952     MONUMENTED       CGS
 GK0895  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GK0895  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GK0895
 GK0895                          STATION DESCRIPTION
 GK0895
 GK0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0895'THE STATION IS LOCATED BETWEEN TWO CULTIVATED FIELDS.  IT
 GK0895'IS ABOUT 1-1/2 MILES NORTH OF THE STRATFORD-MORSE ROAD, ABOUT
 GK0895'11 MILES AIRLINE SOUTHWEST OF GRUVER, AND ABOUT 6 MILES
 GK0895'AIRLINE NORTHWEST OF MORSE.
 GK0895'
 GK0895'THE STATION IS 250 YARDS EAST-SOUTHEAST OF A WINDMILL, AND
 GK0895'1 FOOT EAST OF A WIRE FENCE.  IT IS A STANDARD DISK SET
 GK0895'IN THE TOP OF A ROUND CONCRETE POST THAT IS 10 INCHES IN
 GK0895'DIAMETER AND PROJECTS 2 INCHES.  THE DISK IS STAMPED--HANNA
 GK0895'1952.
 GK0895'
 GK0895'REFERENCE MARK NUMBER ONE IS 2-1/2 FEET EAST OF THE WIRE
 GK0895'FENCE, AND ABOUT THE SAME ELEVATION AS THE STATION.  IT
 GK0895'IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 GK0895'THAT IS 10 INCHES IN DIAMETER AND PROJECTS 1 INCH.  THE
 GK0895'DISK IS STAMPED--HANNA NO 1 1952.
 GK0895'
 GK0895'REFERENCE MARK NUMBER TWO IS 1-1/2 FEET EAST OF THE WIRE
 GK0895'FENCE, AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 GK0895'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT
 GK0895'IS 10 INCHES IN DIAMETER AND PROJECTS 1 INCH.  THE DISK IS
 GK0895'STAMPED--HANNA NO 2 1952.
 GK0895'
 GK0895'THE AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF A CULTIVATED
 GK0895'FIELD, 3 FEET NORTHEAST OF A FENCE CORNER, 15 FEET EAST OF
 GK0895'THE CENTER LINE OF THE TRACK ROAD, AND 9 FEET WEST OF A
 GK0895'BLAZED FENCE POST.  IT IS A STANDARD DISK SET IN THE TOP OF
 GK0895'A ROUND CONCRETE POST THAT IS 10 INCHES IN DIAMETER AND
 GK0895'PROJECTS 2 INCHES.  THE DISK IS STAMPED--HANNA 1952.  TO REACH
 GK0895'THE MARK FROM THE STATION GO SOUTH ON THE TRACK ROAD FOR
 GK0895'0.45 MILE TO A CROSS FENCE AND THE MARK IS ON THE LEFT.
 GK0895'
 GK0895'TO REACH THE STATION FROM THE POST OFFICE IN MORSE GO WEST
 GK0895'FOR 0.15 MILE TO THE END OF THE PAVEMENT AND A T-ROAD.  TURN
 GK0895'RIGHT, NORTH, AND GO 1.3 MILES TO A T-ROAD.  TURN LEFT, WEST,
 GK0895'AND GO 1.0 MILE.  TURN RIGHT, NORTH, AND GO 1.0 MILE.  TURN
 GK0895'LEFT, WEST, AND GO 1.8 MILES.  TURN RIGHT, NORTH, AND GO
 GK0895'1.95 MILES TO A T-ROAD.  KEEP STRAIGHT AHEAD, NORTH, ON THE
 GK0895'TRACK ROAD FOR 0.95 MILE TO A GATE.  PASS THROUGH THE GATE
 GK0895'AND FOLLOW THE TRACK ROAD ALONG THE EAST SIDE OF THE FENCE
 GK0895'FOR 0.45 MILE TO THE STATION ON THE LEFT.
 GK0895'
 GK0895'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GK0895
 GK0895                          STATION RECOVERY (1968)
 GK0895
 GK0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 GK0895'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  A NEW ROAD HAS
 GK0895'BEEN BUILT AND THE FENCE LINE CHANGED.  IT WAS REPORTED BY
 GK0895'THE COUNTY SURVEY ENGINEER THE STATION AND REFERENCE MARKS
 GK0895'WERE COVERED OVER WITH DIRT AND ARE NOW UNDER THE ROAD BED.
 GK0895'THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.  THE CONCRETE
 GK0895'POST HAD BEEN HIT BY ROAD GRADER AND PULLED OUT OF THE GROUND.
 GK0895'CONSIDERABLE PROBING WAS DONE IN SEARCH FOR THE STATION AND
 GK0895'REFERENCE MARKS.
 GK0895'
 GK0895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 GK0895'NORTHWEST OF MORSE.
 GK0895
 GK0895                          STATION RECOVERY (1969)
 GK0895
 GK0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0895'STATION MARKS, AND REFERENCE MARKS SEARCHED FOR BUT NOT
 GK0895'FOUND.  THE TRACK ROAD MENTIONED IN THE ORIGINAL DESCRIPTION
 GK0895'IS NOW A GOOD GRADED ROAD WITH THE RIGHT OF WAYS EXTENDED.
 GK0895'THE FENCES HAVE BEEN REMOVED AND NEW FENCES WERE BUILT AND
 GK0895'IT IS BELIEVED THE STATION SURFACE MARK AND REFERENCE MARKS
 GK0895'WERE DESTROYED BY GRADER OPERATIONS OR FARM MACHINERY
 GK0895'OPERATIONS.
 GK0895'
 GK0895'SEVERAL HOURS WAS SPENT SEARCHING FOR THE UNDERGROUND MARK,
 GK0895'USING THE MEASUREMENTS FROM THE OLD WINDMILL MENTIONED IN THE
 GK0895'ORIGINAL DESCRIPTION.
 GK0895'
 GK0895'AZIMUTH MARK WAS FOUND DESTROYED.
 GK0895'
 GK0895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI NW OF
 GK0895'MORSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5818 ***********************************************************************
 AW5818  DESIGNATION -  HANNA 1933
 AW5818  PID         -  AW5818
 AW5818  STATE/COUNTY-  TX/GALVESTON
 AW5818  USGS QUAD   -  PORT BOLIVAR (1994)
 AW5818
 AW5818                         *CURRENT SURVEY CONTROL
 AW5818  ___________________________________________________________________
 AW5818* NAD 83(1993)-  29 29 22.98991(N)    094 47 08.76151(W)     ADJUSTED  
 AW5818* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5818  ___________________________________________________________________
 AW5818  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW5818  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW5818
 AW5818  HORZ ORDER  -  THIRD
 AW5818
 AW5818.The horizontal coordinates were established by classical geodetic methods
 AW5818.and adjusted by the National Geodetic Survey in February 1996..
 AW5818
 AW5818.The orthometric height was scaled from a topographic map.
 AW5818
 AW5818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5818
 AW5818.The geoid height was determined by GEOID03.
 AW5818
 AW5818;                    North         East     Units Scale Factor Converg.
 AW5818;SPC TXSC     - 4,190,932.910 1,008,536.950   MT  0.99986688   +2 03 52.6
 AW5818;SPC TXSC     -13,749,752.39  3,308,841.64   sFT  0.99986688   +2 03 52.6
 AW5818;UTM  15      - 3,263,572.673   326,878.032   MT  0.99996982   -0 52 45.5
 AW5818
 AW5818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5818!SPC TXSC     -   1.00000407  x   0.99986688  =   0.99987095
 AW5818!UTM  15      -   1.00000407  x   0.99996982  =   0.99997389
 AW5818
 AW5818                          SUPERSEDED SURVEY CONTROL
 AW5818
 AW5818  NAD 83(1986)-  29 29 23.00557(N)    094 47 08.74245(W) AD(       ) 3
 AW5818  NAD 27      -  29 29 22.17580(N)    094 47 08.03217(W) AD(       ) 3
 AW5818
 AW5818.Superseded values are not recommended for survey control.
 AW5818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5818.See file dsdata.txt to determine how the superseded data were derived.
 AW5818
 AW5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2687863573(NAD 83)
 AW5818_MARKER: DS = TRIANGULATION STATION DISK
 AW5818_SETTING: 0 = UNSPECIFIED SETTING
 AW5818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5818
 AW5818  HISTORY     - Date     Condition        Report By
 AW5818  HISTORY     - 1933     MONUMENTED       CGS
 AW5818  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW5818  HISTORY     - 1962     MARK NOT FOUND   CGS
 AW5818
 AW5818                          STATION DESCRIPTION
 AW5818
 AW5818'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5818'ON A SHELL ISLAND, ABOUT 1-1/2 MILES E OF W END OF HANNAS
 AW5818'REEF, ABOUT 3-1/2 MILES DUE S OF SMITH POINT, 104 METERS S
 AW5818'OF A REEF MARKER CONSTRUCTED OF RAILROAD RAILS, 13 METERS
 AW5818'S OF THE N SHORE OF THE ISLAND, 20 METERS W OF THE BEGINNING
 AW5818'OF A CURVE IN THE ISLAND, 13 METERS N OF THE S SHORE, AND
 AW5818'120 METERS E OF THE W END OF THE ISLAND.  BEARING TO
 AW5818'EAST BAY BEACON 3 IS S 06 DEG E, TO BOLIVAR LIGHTHOUSE S 82
 AW5818'DEG 15 MIN W.
 AW5818'
 AW5818'SURFACE STATION MARK IS A BRONZE DISK SET IN THE TOP OF A
 AW5818'CONCRETE POST.
 AW5818'
 AW5818'NO REFERENCE MARK WAS SET.
 AW5818'
 AW5818'HEIGHT OF LIGHT ABOVE STATION MARK - 5.5 METERS.
 AW5818
 AW5818                          STATION RECOVERY (1960)
 AW5818
 AW5818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5818'LOST.  THE STATION COULD NOT BE FOUND AFTER A CAREFUL SEARCH.
 AW5818'THE SHELL ISLAND IS NOW ONLY 20 FEET WIDE AND IS ONLY A SHELL
 AW5818'BAR.  IT IS BELIEVED THE MARK HAS BEEN DESTROYED BY EROSION.
 AW5818
 AW5818                          STATION RECOVERY (1962)
 AW5818
 AW5818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW5818'THE STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  IT IS
 AW5818'OBVIOUS FROM INSPECTION THAT THE REEF HAS DECREASED IN SIZE
 AW5818'DUE TO EROSION.  THEREFORE THE STATION SHOULD BE CONSIDERED
 AW5818'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0862 ***********************************************************************
 GK0862  DESIGNATION -  HANS
 GK0862  PID         -  GK0862
 GK0862  STATE/COUNTY-  TX/HANSFORD
 GK0862  USGS QUAD   -  MORSE SE (1974)
 GK0862
 GK0862                         *CURRENT SURVEY CONTROL
 GK0862  ___________________________________________________________________
 GK0862* NAD 83(1993)-  36 03 19.76128(N)    101 18 22.11263(W)     ADJUSTED  
 GK0862* NAVD 88     -       980.     (meters)    3215.     (feet)  SCALED    
 GK0862  ___________________________________________________________________
 GK0862  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 GK0862  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 GK0862
 GK0862  HORZ ORDER  -  SECOND
 GK0862
 GK0862.The horizontal coordinates were established by classical geodetic methods
 GK0862.and adjusted by the National Geodetic Survey in February 1996..
 GK0862
 GK0862.The orthometric height was scaled from a topographic map.
 GK0862
 GK0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0862
 GK0862.The geoid height was determined by GEOID03.
 GK0862
 GK0862;                    North         East     Units Scale Factor Converg.
 GK0862;SPC TX N     - 1,228,052.457   217,466.175   MT  0.99997268   +0 06 44.5
 GK0862;SPC TX N     - 4,029,035.44    713,470.28   sFT  0.99997268   +0 06 44.5
 GK0862;UTM  14      - 3,992,564.227   292,281.193   MT  1.00013167   -1 21 28.1
 GK0862
 GK0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0862!SPC TX N     -   0.99985039  x   0.99997268  =   0.99982307
 GK0862!UTM  14      -   0.99985039  x   1.00013167  =   0.99998204
 GK0862
 GK0862|---------------------------------------------------------------------|
 GK0862| PID    Reference Object                     Distance      Geod. Az  |
 GK0862|                                                           dddmmss.s |
 GK0862| CM8704 HANS RM 1                             6.910 METERS 02914     |
 GK0862| CM8703 HANS AZ MK                                         0390703.7 |
 GK0862| CM8705 HANS RM 2                             6.697 METERS 22300     |
 GK0862|---------------------------------------------------------------------|
 GK0862
 GK0862                          SUPERSEDED SURVEY CONTROL
 GK0862
 GK0862  NAD 83(1993)-  36 03 19.76137(N)    101 18 22.11296(W) AD(       ) 2
 GK0862  NAD 83(1986)-  36 03 19.76955(N)    101 18 22.09998(W) AD(       ) 2
 GK0862  NAD 27      -  36 03 19.64100(N)    101 18 20.52300(W) AD(       ) 2
 GK0862
 GK0862.Superseded values are not recommended for survey control.
 GK0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0862.See file dsdata.txt to determine how the superseded data were derived.
 GK0862
 GK0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9228192564(NAD 83)
 GK0862_MARKER: DS = TRIANGULATION STATION DISK
 GK0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0862
 GK0862  HISTORY     - Date     Condition        Report By
 GK0862  HISTORY     - 1952     MONUMENTED       CGS
 GK0862
 GK0862                          STATION DESCRIPTION
 GK0862
 GK0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK0862'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF STINNETT,
 GK0862'11 MILES SOUTHWEST OF SPEARMAN, 51 FEET NORTHWEST OF THE CENTER
 GK0862'LINE OF STATE ROUTE 117, 5 FEET EAST OF A WITNESS POST, 3 FEET
 GK0862'SOUTHEAST OF A WITNESS POST, AND ON THE HANSFORD-HUTCHINSON
 GK0862'COUNTY LINE.
 GK0862'
 GK0862'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 117 AND
 GK0862'282 AT THE WEST EDGE OF SPEARMAN.  GO SOUTHWEST ON STATE ROUTE
 GK0862'117 FOR 11.35 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 GK0862'FOR 0.25 MILE TO THE COUNTY LINE AND THE STATION ON THE RIGHT.
 GK0862'
 GK0862'THE STATION MARK IS A STANDARD BRONZE SET IN THE TOP OF A
 GK0862'CONCRETE POST.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS
 GK0862'STAMPED HANS 1952.
 GK0862'
 GK0862'REFERENCE MARK NO. 1 IS 49 FEET NORTHWEST OF THE CENTER LINE
 GK0862'OF STATE ROUTE 117 AND 1 FOOT SOUTHEAST OF A FENCE LINE.  THE
 GK0862'MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE CYLINDER THAT
 GK0862'PROJECTS 1 INCH, AND THE DISK IS STAMPED HANS NO 1 1952.
 GK0862'
 GK0862'REFERENCE MARK NO. 2 IS 49 FEET NORTHWEST OF THE CENTER LINE
 GK0862'OF STATE ROUTE 117 AND 1 FOOT SOUTHEAST OF A FENCE LINE.  THE
 GK0862'MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE
 GK0862'CYLINDER THAT PROJECTS 8 INCHES, AND THE DISK IS STAMPED HANS
 GK0862'NO 2 1952.
 GK0862'
 GK0862'THE AZIMUTH MARK IS 48 FEET SOUTHEAST OF THE CENTER LINE OF
 GK0862'STATE ROUTE 117, 5 FEET SOUTH OF A WITNESS POST, AND 3 FEET
 GK0862'NORTHWEST OF A FENCE LINE.  THE MARK IS A STANDARD BRONZE DISK
 GK0862'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND,
 GK0862'AND THE DISK IS STAMPED HANS 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0751 ***********************************************************************
 DQ0751  DESIGNATION -  HANSFORD
 DQ0751  PID         -  DQ0751
 DQ0751  STATE/COUNTY-  TX/COCHRAN
 DQ0751  USGS QUAD   -  MAPLE (1969)
 DQ0751
 DQ0751                         *CURRENT SURVEY CONTROL
 DQ0751  ___________________________________________________________________
 DQ0751* NAD 83(1993)-  33 48 49.70823(N)    102 56 36.02168(W)     ADJUSTED  
 DQ0751* NAVD 88     -      1209.2    (meters)    3967.     (feet)  VERTCON   
 DQ0751  ___________________________________________________________________
 DQ0751  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DQ0751  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 DQ0751
 DQ0751  HORZ ORDER  -  FIRST
 DQ0751
 DQ0751.The horizontal coordinates were established by classical geodetic methods
 DQ0751.and adjusted by the National Geodetic Survey in February 1996..
 DQ0751
 DQ0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0751
 DQ0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0751
 DQ0751.The geoid height was determined by GEOID03.
 DQ0751
 DQ0751;                    North         East     Units Scale Factor Converg.
 DQ0751;SPC TXNC     - 2,246,803.136   188,748.297   MT  0.99996094   -2 25 24.1
 DQ0751;SPC TXNC     - 7,371,386.62    619,251.70   sFT  0.99996094   -2 25 24.1
 DQ0751;SPC NM E     -   312,874.962   293,686.939   MT  1.00011318   +0 46 25.1
 DQ0751;SPC NM E     - 1,026,490.60    963,537.90   sFT  1.00011318   +0 46 25.1
 DQ0751;UTM  13      - 3,743,413.423   690,357.222   MT  1.00004673   +1 08 41.5
 DQ0751
 DQ0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0751!SPC TXNC     -   0.99981384  x   0.99996094  =   0.99977479
 DQ0751!SPC NM E     -   0.99981384  x   1.00011318  =   0.99992700
 DQ0751!UTM  13      -   0.99981384  x   1.00004673  =   0.99986056
 DQ0751
 DQ0751:                Primary Azimuth Mark                     Grid Az
 DQ0751:SPC TXNC     -  HANSFORD AZ MK                           065 15 36.5
 DQ0751:SPC NM E     -  HANSFORD AZ MK                           062 03 47.3
 DQ0751:UTM  13      -  HANSFORD AZ MK                           061 41 30.9
 DQ0751
 DQ0751|---------------------------------------------------------------------|
 DQ0751| PID    Reference Object                     Distance      Geod. Az  |
 DQ0751|                                                           dddmmss.s |
 DQ0751| CJ7392 HANSFORD AZ MK                                     0625012.4 |
 DQ0751| CJ7393 HANSFORD RM 1                        25.298 METERS 17355     |
 DQ0751| DQ0753 CAMPBELL                            APPROX.11.4 KM 2093153.7 |
 DQ0751| CJ7394 HANSFORD RM 2                        20.568 METERS 25459     |
 DQ0751|---------------------------------------------------------------------|
 DQ0751
 DQ0751                          SUPERSEDED SURVEY CONTROL
 DQ0751
 DQ0751  NAD 83(1993)-  33 48 49.70951(N)    102 56 36.02119(W) AD(       ) 1
 DQ0751  NAD 83(1986)-  33 48 49.71495(N)    102 56 36.01883(W) AD(       ) 1
 DQ0751  NAD 27      -  33 48 49.37400(N)    102 56 34.23700(W) AD(       ) 1
 DQ0751  NGVD 29 (07/19/86) 1208.7    (m)         3966.     (f) VERT ANG       
 DQ0751
 DQ0751.Superseded values are not recommended for survey control.
 DQ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0751.See file dsdata.txt to determine how the superseded data were derived.
 DQ0751
 DQ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT9035743413(NAD 83)
 DQ0751_MARKER: DS = TRIANGULATION STATION DISK
 DQ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0751
 DQ0751  HISTORY     - Date     Condition        Report By
 DQ0751  HISTORY     - 1934     MONUMENTED       CGS
 DQ0751  HISTORY     - 1938     GOOD             CGS
 DQ0751  HISTORY     - 1961     GOOD             CGS
 DQ0751
 DQ0751                          STATION DESCRIPTION
 DQ0751
 DQ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0751'ABOUT 4 MILES AIR LINE SOUTH-SOUTHWEST OF GOODLAND, TEX.,
 DQ0751'IN THE SOUTHWEST PART OF LEAGUE 144, ON HANSFORD COUNTY
 DQ0751'SCHOOL LAND, ON THE HIGHEST POINT IN THE VICINITY, 0.5 MILE
 DQ0751'WEST OF A GRADED ROAD, 1.0 MILE SOUTHWEST OF A WHITE HOUSE AND
 DQ0751'SMALL BUILDINGS, AND 75 YARDS WEST OF A WIRE FENCE.  TO REACH
 DQ0751'FROM GOODLAND, GO EAST 2.4 MILES ON A GRADED ROAD TO A
 DQ0751'GRADED-ROAD INTERSECTION, TURN SOUTH AND GO 3.2 MILES, PASS
 DQ0751'THROUGH A WIRE GATE AND CONTINUE SOUTH 0.5 MILE TO ANOTHER,
 DQ0751'PASS THROUGH A WIRE GATE AND GO WEST ON GRADED ROAD 0.5 MILE TO
 DQ0751'A POINT WHERE A FENCE CROSSES THE ROAD, TURN SOUTH AND
 DQ0751'FOLLOW FENCE LINE 0.3 MILE ACROSS PASTURE TO TOP OF HILL,
 DQ0751'CROSS FENCE AND GO WEST 75 YARDS TO THE TOP OF HILL AND
 DQ0751'STATION.  THE SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH
 DQ0751'MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DQ0751'REFERENCE MARK NO. 1 IS 83.00 FEET FROM
 DQ0751'STATION S 07 DEG 05 MIN E, AND NO. 2 IS 67.48 FEET
 DQ0751'FROM STATION S 74 DEG 59 MIN W.  THE AZIMUTH MARK
 DQ0751'IS 30 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST TRACK
 DQ0751'ROAD, 30 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 DQ0751'TRACK ROAD, 1.5 FEET SOUTH OF AN EAST-WEST WIRE FENCE, AND
 DQ0751'0.5 MILE FROM STATION N 62 DEG 50 MIN E
 DQ0751
 DQ0751                          STATION RECOVERY (1961)
 DQ0751
 DQ0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 DQ0751'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 DQ0751'GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  A NEW
 DQ0751'DESCRIPTION FOLLOWS--
 DQ0751'
 DQ0751'THE STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF MORTON, ON
 DQ0751'THE HIGHEST HILL IN THE VICINITY.
 DQ0751'
 DQ0751'TO REACH THE STATION FROM THE COUNTY COURT HOUSE IN MORTON,
 DQ0751'GO WEST ON STATE HIGHWAY NO. 116 FOR 8.1 MILES TO THE JUNCTION
 DQ0751'OF FARM ROAD NO. 596.  TURN RIGHT AND GO NORTH ON FARM ROAD
 DQ0751'NO. 596 FOR 5.45 MILES TO A CROSS ROAD INTERSECTION.  TURN
 DQ0751'LEFT AND GO WEST ON A DIRT ROAD FOR 3.1 MILE TO A T-ROAD
 DQ0751'INTERSECTION.  TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR
 DQ0751'1.05 MILES TO A WIRE GATE.  CONTINUE SOUTH ALONG THE EAST SIDE
 DQ0751'OF A WIRE FENCE FOR 0.25 MILE TO A WIRE GATE AT A T-FENCE
 DQ0751'CORNER.  CONTINUE SOUTH ALONG THE EAST SIDE OF A WIRE FENCE
 DQ0751'FOR 0.2 MILE TO A WIRE GATE IN THE NORTH-SOUTH FENCE LINE.
 DQ0751'TURN LEFT AND GO EAST ON A TRACK ROAD FOR 0.25 MILE TO A
 DQ0751'FENCE CORNER.  CONTINUE EAST ALONG THE SOUTH SIDE OF AN
 DQ0751'EAST-WEST FENCE LINE FOR 0.35 MILE.  TURN RIGHT AND GO
 DQ0751'SOUTH ACROSS PASTURE FOR 0.3 MILE TO THE TOP OF HILL AND
 DQ0751'STATION SITE.
 DQ0751'
 DQ0751'STATION MARK, A STANDARD DISK STAMPED HANSFORD 1934, IS SET
 DQ0751'IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST
 DQ0751'WHICH PROJECTS 8 INCHES.  IT IS 235 FEET WEST OF A NORTH-SOUTH
 DQ0751'FENCE LINE AND 386 FEET NORTH OF AN EAST-WEST FENCE LINE.
 DQ0751'
 DQ0751'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HANSFORD NO
 DQ0751'1 1934, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH
 DQ0751'CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 225 FEET WEST OF
 DQ0751'A NORTH-SOUTH FENCE LINE AND 303 FEET NORTH OF AN EAST-WEST
 DQ0751'FENCE LINE.
 DQ0751'
 DQ0751'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HANSFORD NO 2
 DQ0751'1934, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH
 DQ0751'CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 300 FEET
 DQ0751'WEST OF A NORTH-SOUTH FENCE LINE AND 371 FEET NORTH OF AN
 DQ0751'EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0857 ***********************************************************************
 GK0857  DESIGNATION -  HANSFORD
 GK0857  PID         -  GK0857
 GK0857  STATE/COUNTY-  TX/HANSFORD
 GK0857  USGS QUAD   -  HANSFORD (1962)
 GK0857
 GK0857                         *CURRENT SURVEY CONTROL
 GK0857  ___________________________________________________________________
 GK0857* NAD 83(1993)-  36 11 54.81959(N)    101 17 17.07534(W)     ADJUSTED  
 GK0857* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 GK0857  ___________________________________________________________________
 GK0857  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 GK0857  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 GK0857
 GK0857  HORZ ORDER  -  FIRST
 GK0857
 GK0857.The horizontal coordinates were established by classical geodetic methods
 GK0857.and adjusted by the National Geodetic Survey in February 1996..
 GK0857
 GK0857.The orthometric height was scaled from a topographic map.
 GK0857
 GK0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0857
 GK0857.The geoid height was determined by GEOID03.
 GK0857
 GK0857;                    North         East     Units Scale Factor Converg.
 GK0857;SPC TX N     - 1,243,931.001   219,059.845   MT  1.00000359   +0 07 22.1
 GK0857;SPC TX N     - 4,081,130.29    718,698.84   sFT  1.00000359   +0 07 22.1
 GK0857;UTM  14      - 4,008,398.778   294,282.616   MT  1.00012146   -1 21 06.4
 GK0857
 GK0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0857!SPC TX N     -   0.99985353  x   1.00000359  =   0.99985712
 GK0857!UTM  14      -   0.99985353  x   1.00012146  =   0.99997497
 GK0857
 GK0857|---------------------------------------------------------------------|
 GK0857| PID    Reference Object                     Distance      Geod. Az  |
 GK0857|                                                           dddmmss.s |
 GK0857| CM8707 HANSFORD RM 1                         9.822 METERS 02736     |
 GK0857| GK0856 SPEARMAN PERRYTON EQUITY ELEV       APPROX. 8.1 KM 0894635.6 |
 GK0857| GK0855 SPEARMAN MUNICIPAL TANK             APPROX. 8.4 KM 0900612.3 |
 GK0857| CM8706 HANSFORD AZ MK                                     0945309.0 |
 GK0857| CM8708 HANSFORD RM 2                         9.366 METERS 26436     |
 GK0857| GK0883 GRUVER ELEV INC GRAIN ELEV          APPROX.13.4 KM 3072855.1 |
 GK0857| GK0870 BERNSTEIN RR SID HITCH CO ELEV      APPROX.22.7 KM 3440919.4 |
 GK0857|---------------------------------------------------------------------|
 GK0857
 GK0857                          SUPERSEDED SURVEY CONTROL
 GK0857
 GK0857  NAD 83(1993)-  36 11 54.81871(N)    101 17 17.07720(W) AD(       ) 1
 GK0857  NAD 83(1986)-  36 11 54.82869(N)    101 17 17.06165(W) AD(       ) 1
 GK0857  NAD 27      -  36 11 54.71100(N)    101 17 15.48800(W) AD(       ) 1
 GK0857
 GK0857.Superseded values are not recommended for survey control.
 GK0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0857.See file dsdata.txt to determine how the superseded data were derived.
 GK0857
 GK0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF9428308399(NAD 83)
 GK0857_MARKER: DS = TRIANGULATION STATION DISK
 GK0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0857
 GK0857  HISTORY     - Date     Condition        Report By
 GK0857  HISTORY     - 1952     MONUMENTED       CGS
 GK0857
 GK0857                          STATION DESCRIPTION
 GK0857
 GK0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0857'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL MOUND
 GK0857'IN PASTURE LAND ALONG THE NORTH SIDE OF STATE HIGHWAY 282.  IT
 GK0857'IS LOCATED AIRLINE ABOUT 1 MILE EAST OF PALODURO CREEK, ABOUT
 GK0857'0.2 MILE NORTH OF STATE HIGHWAY 282, ABOUT 5 MILES WEST OF
 GK0857'SPEARMAN, AND ABOUT 0.5 MILE EAST OF A CEMETERY.
 GK0857'
 GK0857'THE STATION IS A STANDARD DISK STAMPED HANSFORD 1952 SET IN
 GK0857'TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES IN
 GK0857'DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 GK0857'8 FEET NORTHEAST OF A WHITE WITNESS POST.
 GK0857'
 GK0857'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HANSFORD
 GK0857'NO 1 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GK0857'ABOUT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE
 GK0857'THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 GK0857'
 GK0857'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HANSFORD
 GK0857'NO 2 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GK0857'ABOUT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE
 GK0857'THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GK0857'
 GK0857'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HANSFORD 1952 SET
 GK0857'IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES IN
 GK0857'DIAMETER AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS
 GK0857'60 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 282, 1 FOOT
 GK0857'NORTH OF AN EAST-WEST FENCE LINE, AND 29.5 FEET WEST OF THE
 GK0857'EAST END OF A WIRE GATE AND FENCE CORNER.
 GK0857'
 GK0857'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 117
 GK0857'AND 282 IN THE WEST EDGE OF SPEARMAN, GO WEST ON STATE HIGHWAY
 GK0857'282 CROSSING THE RAILROAD TRACKS, FOR 4.1 MILES TO A WIRE GATE
 GK0857'ON THE RIGHT, NORTH, SIDE OF THE HIGHWAY AND THE AZIMUTH MARK.
 GK0857'THIS IS ABOUT 100 YARDS WEST OF THE RANCH HOME OF MRS. COTTER
 GK0857'WHO OWNS THE PROPERTY ON WHICH THE STATION IS LOCATED.  TURN
 GK0857'RIGHT OFF THE HIGHWAY, PASS THROUGH THE GATE, AND FOLLOW
 GK0857'WESTERLY ALONG THE NORTH SIDE OF AN EAST-WEST FENCE LINE FOR
 GK0857'0.85 MILE TO THE HIGHEST POINT OF A SMALL MOUND, A WHITE
 GK0857'WITNESS POST, AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0839 ***********************************************************************
 GK0839  DESIGNATION -  HANSFORD CAMP PANHANDLE CO MST
 GK0839  PID         -  GK0839
 GK0839  STATE/COUNTY-  TX/HANSFORD
 GK0839  USGS QUAD   -  HANSFORD CAMP (1974)
 GK0839
 GK0839                         *CURRENT SURVEY CONTROL
 GK0839  ___________________________________________________________________
 GK0839* NAD 83(1993)-  36 28 30.76371(N)    101 13 22.17296(W)     ADJUSTED  
 GK0839* NAVD 88     -                                                        
 GK0839  ___________________________________________________________________
 GK0839  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 GK0839  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 GK0839
 GK0839  HORZ ORDER  -  THIRD
 GK0839
 GK0839.The horizontal coordinates were established by classical geodetic methods
 GK0839.and adjusted by the National Geodetic Survey in February 1996..
 GK0839
 GK0839
 GK0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0839
 GK0839.The geoid height was determined by GEOID03.
 GK0839
 GK0839;                    North         East     Units Scale Factor Converg.
 GK0839;SPC TX N     - 1,274,645.302   224,842.236   MT  1.00008115   +0 09 38.3
 GK0839;SPC TX N     - 4,181,898.79    737,669.90   sFT  1.00008115   +0 09 38.3
 GK0839;SPC OK N     -   168,474.266   311,236.135   MT  0.99995979   -1 54 07.0
 GK0839;SPC OK N     -   552,735.99  1,021,113.89   sFT  0.99995979   -1 54 07.0
 GK0839;UTM  14      - 4,038,955.620   300,856.035   MT  1.00008863   -1 19 18.7
 GK0839
 GK0839                          SUPERSEDED SURVEY CONTROL
 GK0839
 GK0839  NAD 83(1993)-  36 28 30.76368(N)    101 13 22.17321(W) AD(       ) 4
 GK0839  NAD 83(1986)-  36 28 30.76816(N)    101 13 22.15944(W) AD(       ) 4
 GK0839  NAD 27      -  36 28 30.66700(N)    101 13 20.59400(W) AD(       ) 3
 GK0839
 GK0839.Superseded values are not recommended for survey control.
 GK0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0839.See file dsdata.txt to determine how the superseded data were derived.
 GK0839
 GK0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0085638956(NAD 83)
 GK0839_MARKER: 42 = RADIO/TV MAST
 GK0839
 GK0839  HISTORY     - Date     Condition        Report By
 GK0839  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0839
 GK0839                          STATION DESCRIPTION
 GK0839
 GK0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0839'PANHANDLE EASTERN PIPE LINE COMPANY RADIO MAST IS LOCATED AT
 GK0839'THEIR HANSFORD CAMP ABOUT 18 MILES AIRLINE NORTH OF SPEARMAN, AND
 GK0839'18 MILES NORTHEAST OF GRUVER.  IT IS A STRUCTURAL STEEL RADIO
 GK0839'MAST THAT IS 210 FEET IN HEIGHT.  THE TOP OF MAST WAS
 GK0839'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0831 ***********************************************************************
 GK0831  DESIGNATION -  HANSFORD COUNTY NE COR 1931
 GK0831  PID         -  GK0831
 GK0831  STATE/COUNTY-  TX/HANSFORD
 GK0831  USGS QUAD   -  HORSESHOE HILL (1973)
 GK0831
 GK0831                         *CURRENT SURVEY CONTROL
 GK0831  ___________________________________________________________________
 GK0831* NAD 83(1993)-  36 29 59.65482(N)    101 05 06.60277(W)     ADJUSTED  
 GK0831* NAVD 88     -       840.1    (meters)    2756.     (feet)  VERTCON   
 GK0831  ___________________________________________________________________
 GK0831  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 GK0831  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 GK0831
 GK0831  HORZ ORDER  -  SECOND
 GK0831
 GK0831.The horizontal coordinates were established by classical geodetic methods
 GK0831.and adjusted by the National Geodetic Survey in February 1996..
 GK0831
 GK0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0831
 GK0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0831
 GK0831.The geoid height was determined by GEOID03.
 GK0831
 GK0831;                    North         East     Units Scale Factor Converg.
 GK0831;SPC TX N     - 1,277,428.712   237,168.559   MT  1.00008922   +0 14 25.5
 GK0831;SPC TX N     - 4,191,030.70    778,110.51   sFT  1.00008922   +0 14 25.5
 GK0831;SPC OK N     -   170,812.105   323,653.078   MT  0.99996219   -1 49 14.5
 GK0831;SPC OK N     -   560,406.05  1,061,851.81   sFT  0.99996219   -1 49 14.5
 GK0831;UTM  14      - 4,041,419.286   313,249.887   MT  1.00002970   -1 14 26.4
 GK0831
 GK0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0831!SPC TX N     -   0.99987243  x   1.00008922  =   0.99996164
 GK0831!SPC OK N     -   0.99987243  x   0.99996219  =   0.99983463
 GK0831!UTM  14      -   0.99987243  x   1.00002970  =   0.99990213
 GK0831
 GK0831:                Primary Azimuth Mark                     Grid Az
 GK0831:SPC TX N     -  HOGHLAND                                 135 26 02.0
 GK0831:SPC OK N     -  HOGHLAND                                 137 29 42.0
 GK0831:UTM  14      -  HOGHLAND                                 136 54 53.9
 GK0831
 GK0831|---------------------------------------------------------------------|
 GK0831| PID    Reference Object                     Distance      Geod. Az  |
 GK0831|                                                           dddmmss.s |
 GK0831| GK0832 HOGHLAND                            APPROX. 7.3 KM 1354027.5 |
 GK0831| GK0830 CLARK MONUMENT 10                   308.047 METERS 26959     |
 GK0831|---------------------------------------------------------------------|
 GK0831
 GK0831                          SUPERSEDED SURVEY CONTROL
 GK0831
 GK0831  NAD 83(1993)-  36 29 59.65472(N)    101 05 06.60278(W) AD(       ) 2
 GK0831  NAD 83(1986)-  36 29 59.65923(N)    101 05 06.58910(W) AD(       ) 2
 GK0831  NAD 27      -  36 29 59.56100(N)    101 05 05.02700(W) AD(       ) 2
 GK0831  NGVD 29 (07/19/86)  839.7    (m)         2755.     (f) VERT ANG       
 GK0831
 GK0831.Superseded values are not recommended for survey control.
 GK0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0831.See file dsdata.txt to determine how the superseded data were derived.
 GK0831
 GK0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1325041419(NAD 83)
 GK0831_MARKER: Z = SEE DESCRIPTION
 GK0831_SETTING: 0 = UNSPECIFIED SETTING
 GK0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0831
 GK0831  HISTORY     - Date     Condition        Report By
 GK0831  HISTORY     - 1931     MONUMENTED       CGS
 GK0831
 GK0831                          STATION DESCRIPTION
 GK0831
 GK0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0831'STATION IS A LIMESTONE POST WITH CROSS MARK IN CENTER, STANDING
 GK0831'ABOUT 1 FOOT ABOVE GROUND.  FROM IT CLARK MONUMENT NO. 10
 GK0831'IS DISTANT 307.990 METERS (1,010.46 FEET) S 89 DEG 59 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1584 ***********************************************************************
 AW1584  DESIGNATION -  HANSON
 AW1584  PID         -  AW1584
 AW1584  STATE/COUNTY-  TX/GALVESTON
 AW1584  USGS QUAD   -  LEAGUE CITY (1995)
 AW1584
 AW1584                         *CURRENT SURVEY CONTROL
 AW1584  ___________________________________________________________________
 AW1584* NAD 83(1993)-  29 32 02.27999(N)    095 00 35.17590(W)     ADJUSTED  
 AW1584* NAVD 88     -         4.49   (+/-2cm)      14.7    (feet)  VERTCON   
 AW1584  ___________________________________________________________________
 AW1584  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW1584  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW1584
 AW1584  HORZ ORDER  -  SECOND
 AW1584  VERT ORDER  -  THIRD (See Below)
 AW1584
 AW1584.The horizontal coordinates were established by classical geodetic methods
 AW1584.and adjusted by the National Geodetic Survey in February 1996..
 AW1584
 AW1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1584.The vertical order pertains to the NGVD 29 superseded value.
 AW1584
 AW1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1584
 AW1584.The geoid height was determined by GEOID03.
 AW1584
 AW1584;                    North         East     Units Scale Factor Converg.
 AW1584;SPC TXSC     - 4,195,072.251   986,662.894   MT  0.99986926   +1 57 17.5
 AW1584;SPC TXSC     -13,763,332.88  3,237,076.51   sFT  0.99986926   +1 57 17.5
 AW1584;UTM  15      - 3,268,831.114   305,242.275   MT  1.00006804   -0 59 27.6
 AW1584
 AW1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1584!SPC TXSC     -   1.00000353  x   0.99986926  =   0.99987279
 AW1584!UTM  15      -   1.00000353  x   1.00006804  =   1.00007157
 AW1584
 AW1584:                Primary Azimuth Mark                     Grid Az
 AW1584:SPC TXSC     -  SEABROOK CHANNEL BEACON                  023 50 54.2
 AW1584:UTM  15      -  SEABROOK CHANNEL BEACON                  026 47 39.3
 AW1584
 AW1584|---------------------------------------------------------------------|
 AW1584| PID    Reference Object                     Distance      Geod. Az  |
 AW1584|                                                           dddmmss.s |
 AW1584| AW6119 SEABROOK CHANNEL BEACON             APPROX. 2.2 KM 0254811.7 |
 AW1584| AW1585 HANSON RM 1                          28.970 METERS 14926     |
 AW1584| AW1660 HANSON RM 2                                        2692421.5 |
 AW1584| AW6394 FLANDERS 1850                       466.492 METERS 3183432.6 |
 AW1584|---------------------------------------------------------------------|
 AW1584
 AW1584                          SUPERSEDED SURVEY CONTROL
 AW1584
 AW1584  NAD 83(1986)-  29 32 02.29629(N)    095 00 35.15698(W) AD(       ) 2
 AW1584  NAD 27      -  29 32 01.47795(N)    095 00 34.41899(W) AD(       ) 2
 AW1584  NGVD 29 (07/19/86)    4.49   (m)           14.7    (f) LEVELING    3  
 AW1584
 AW1584.Superseded values are not recommended for survey control.
 AW1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1584.See file dsdata.txt to determine how the superseded data were derived.
 AW1584
 AW1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0524268831(NAD 83)
 AW1584_MARKER: DS = TRIANGULATION STATION DISK
 AW1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1584_STAMPING: HANSON 1933
 AW1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1584+STABILITY: SURFACE MOTION
 AW1584
 AW1584  HISTORY     - Date     Condition        Report By
 AW1584  HISTORY     - 1933     MONUMENTED       CGS
 AW1584  HISTORY     - 1953     GOOD             CGS
 AW1584  HISTORY     - 1960     GOOD             CGS
 AW1584  HISTORY     - 1961     GOOD             CGS
 AW1584  HISTORY     - 1963     GOOD             CGS
 AW1584  HISTORY     - 1964     GOOD             CGS
 AW1584  HISTORY     - 1965     GOOD             CGS
 AW1584  HISTORY     - 1973     GOOD             NGS
 AW1584  HISTORY     - 1978     GOOD             NGS
 AW1584  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1584  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1584  HISTORY     - 1989     GOOD             USPSQD
 AW1584  HISTORY     - 1989     GOOD             USPSQD
 AW1584  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW1584  HISTORY     - 19950617 MARK NOT FOUND   USPSQD
 AW1584
 AW1584                          STATION DESCRIPTION
 AW1584
 AW1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW1584'LOCATED AT KEMAH, ON PROPERTY OF MRS. E.A. HANSON, ON THE W
 AW1584'SHORE OF GALVESTON BAY, AND ABOUT 8 MILES S OF LA PORTE.
 AW1584'IT IS 71.3 METERS SW OF BLUFF AT BAY SHORE, 11.3 METERS
 AW1584'FROM DIRT ROAD LEADING NW-SE, 134.3 METERS SE FROM S CORNER
 AW1584'OF SUMMER COTTAGE OF W. ENGLE OF HOUSTON, 97.1 METERS NW
 AW1584'FROM W CORNER OF HOUSE OWNED BY S.J. GORDY OF KEMAH.
 AW1584'
 AW1584'SURFACE, UNDERGROUND, REFERENCE MARKS ARE BRONZE DISKS SET IN
 AW1584'CONCRETE.
 AW1584
 AW1584                          STATION RECOVERY (1953)
 AW1584
 AW1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AW1584'2.35 MI. SE ALONG STATE HIGHWAY 146 FROM ITS JUNCTION WITH
 AW1584'FARM ROAD 528 AT SEABROOK, THENCE 0.4 MI. NE ALONG A PRIVATE
 AW1584'SHELL ROAD, 38 FT. NE OF THE CENTER LINE OF A PRIVATE SHELL
 AW1584'ROAD, 49 FT. SW OF THE W CORNER OF A SMALL HOUSE, 23 FT. NE
 AW1584'OF THE SE END OF A 12-IN. CONCRETE-PIPE CULVERT, A
 AW1584'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 AW1584'WHICH PROJECTS 0.2 FT. ABOVE THE GROUND, AND STAMPED HANSON
 AW1584'1933.
 AW1584'
 AW1584'REFERENCE MARK 1 IS 75 FT. S OF THE S CORNER OF A SMALL
 AW1584'HOUSE, 79 FT. NW OF THE W CORNER OF A SMALL HOUSE, 29 FT. NE
 AW1584'OF THE CENTERLINE OF A PRIVATE ROAD, 95.0 FT. SE OF THE
 AW1584'TRIANGULATION STATION, A REFERENCE-MARK DISK, SET IN THE
 AW1584'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND,
 AW1584'AND STAMPED HANSON 1 1933.
 AW1584'
 AW1584'REFERENCE MARK 2 IS 24 FT. NW OF THE CENTERLINE OF A PRIVATE
 AW1584'ROAD, 2 FT. SW OF A WITNESS POST, 0.25 MI. W OF THE TRIANGULATION
 AW1584'STATION, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 AW1584'POST WHICH PROJECTS 0.2 FT. ABOVE THE GROUND, AND STAMPED
 AW1584'HANSON 2 1933.
 AW1584
 AW1584                          STATION RECOVERY (1960)
 AW1584
 AW1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW1584'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW1584'THE 1953 RECOVERY NOTE BY C.R.R. IS COMPLETE.
 AW1584
 AW1584                          STATION RECOVERY (1961)
 AW1584
 AW1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW1584'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW1584'THE 1953 RECOVERY NOTE BY C.R.R. IS COMPLETE.
 AW1584
 AW1584                          STATION RECOVERY (1963)
 AW1584
 AW1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW1584'RECOVERED IN GOOD CONDITION.  THE 1953 RECOVERY NOTE IS
 AW1584'ADEQUATE.
 AW1584
 AW1584                          STATION RECOVERY (1964)
 AW1584
 AW1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW1584'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE
 AW1584'POST OFFICE AT KEMAH, THENCE 0.35 MILE NORTHEAST ALONG A
 AW1584'PRIVATE SHELL ROAD, ABOUT 100 YARDS NORTH OF THE NORTH CORNER
 AW1584'OF A BRICK HOUSE, 38 FEET NORTHEAST OF THE CENTER LINE OF
 AW1584'THE ROAD, 59 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A
 AW1584'PRIVATE SHELL ROAD, 102 FEET NORTHWEST OF A POWER POLE BEARING A
 AW1584'TRANSFORMER, 94-1/2 FEET NORTHWEST OF R.M. 1, 47 FEET SOUTHWEST
 AW1584'OF THE SOUTH CORNER OF A DOUBLE GARAGE, ABOUT LEVEL WITH
 AW1584'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW1584'3 INCHES.
 AW1584'
 AW1584'R.M. 1 IS ABOUT 200 FEET NORTHEAST OF THE NORTH CORNER OF
 AW1584'A BRICK HOUSE, 153 FEET SOUTHEAST OF THE EXTENDED CENTER LINE
 AW1584'OF A PRIVATE SHELL ROAD, 30 FEET NORTHEAST OF THE CENTER LINE
 AW1584'OF A PRIVATE SHELL ROAD, 94-1/2 FEET SOUTHEAST OF THE STATION
 AW1584'MARK, 12-1/2 FEET SOUTHEAST OF THE SOUTH CORNER OF A FENCE,
 AW1584'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 AW1584'POST PROJECTING 2 INCHES.
 AW1584'
 AW1584'R.M. 2 IS 24 FEET NORTHWEST OF THE CENTER LINE OF THE SHELL
 AW1584'ROAD, 323 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 AW1584'SHELL ROAD LEADING NORTHWEST, 275 FEET SOUTHWEST OF THE MORE
 AW1584'NORTHERLY OF 2 POWER POLES BRACED BY A GUY WIRE, 51-1/2 FEET
 AW1584'NORTHWEST ACROSS THE ROAD FROM A FENCE, 1.1 FEET NORTHEAST
 AW1584'OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 AW1584'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW1584
 AW1584                          STATION RECOVERY (1965)
 AW1584
 AW1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW1584'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 AW1584'WERE NOT SEARCHED FOR.
 AW1584'
 AW1584'THERE IS A 20 FOOT WOODEN OBSERVING STAND OVER THE STATION.
 AW1584
 AW1584                          STATION RECOVERY (1973)
 AW1584
 AW1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1584'1.3 MI SE FROM KEMAH.
 AW1584'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE AT
 AW1584'KEMAH, THENCE 0.35 MILE NORTHEAST ALONG A PRIVATE SHELL ROAD, ABOUT
 AW1584'100 YARDS NORTH OF AND ACROSS FROM A PRIVATE SHELL ROAD FROM THE NORTH
 AW1584'CORNER OF A BRICK HOUSE, ABOUT 38 FEET NORTHEAST OF THE CENTER LINE OF
 AW1584'THE SHELL ROAD, 102 FEET NORTHWEST OF A POWER POLE BEARING A
 AW1584'TRANSFORMER AND BRACED BY 2 GUY WIRES, 6.3 FEET NORTH OF A FORKED
 AW1584'TALLOW TREE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AW1584'CONCRETE POST PROJECTING 2 INCHES.
 AW1584
 AW1584                          STATION RECOVERY (1978)
 AW1584
 AW1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1584'RECOVERED IN GOOD CONDITION.
 AW1584
 AW1584                          STATION RECOVERY (1989)
 AW1584
 AW1584'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1584'MARK NOT FOUND.
 AW1584
 AW1584                          STATION RECOVERY (1989)
 AW1584
 AW1584'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1584'MARK NOT FOUND.
 AW1584
 AW1584                          STATION RECOVERY (1989)
 AW1584
 AW1584'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1584'RECOVERED IN GOOD CONDITION.
 AW1584
 AW1584                          STATION RECOVERY (1989)
 AW1584
 AW1584'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1584'RECOVERED IN GOOD CONDITION.
 AW1584
 AW1584                          STATION RECOVERY (1994)
 AW1584
 AW1584'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1584'MARK NOT FOUND.
 AW1584
 AW1584                          STATION RECOVERY (1995)
 AW1584
 AW1584'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1186 ***********************************************************************
 CT1186  DESIGNATION -  HANSON
 CT1186  PID         -  CT1186
 CT1186  STATE/COUNTY-  TX/JONES
 CT1186  USGS QUAD   -  ANSON (1965)
 CT1186
 CT1186                         *CURRENT SURVEY CONTROL
 CT1186  ___________________________________________________________________
 CT1186* NAD 83(1993)-  32 46 38.95596(N)    099 53 47.83189(W)     ADJUSTED  
 CT1186* NAVD 88     -       520.9    (meters)    1709.     (feet)  VERTCON   
 CT1186  ___________________________________________________________________
 CT1186  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CT1186  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CT1186
 CT1186  HORZ ORDER  -  SECOND
 CT1186
 CT1186.The horizontal coordinates were established by classical geodetic methods
 CT1186.and adjusted by the National Geodetic Survey in February 1996..
 CT1186
 CT1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1186
 CT1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1186
 CT1186.The geoid height was determined by GEOID03.
 CT1186
 CT1186;                    North         East     Units Scale Factor Converg.
 CT1186;SPC TXNC     - 2,124,048.406   469,173.774   MT  0.99988400   -0 45 42.2
 CT1186;SPC TXNC     - 6,968,648.81  1,539,280.96   sFT  0.99988400   -0 45 42.2
 CT1186;UTM  14      - 3,626,975.369   416,030.457   MT  0.99968694   -0 29 07.6
 CT1186
 CT1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1186!SPC TXNC     -   0.99992275  x   0.99988400  =   0.99980675
 CT1186!UTM  14      -   0.99992275  x   0.99968694  =   0.99960971
 CT1186
 CT1186|---------------------------------------------------------------------|
 CT1186| PID    Reference Object                     Distance      Geod. Az  |
 CT1186|                                                           dddmmss.s |
 CT1186| CT1185 HANSON RM 1                           9.935 METERS 16037     |
 CT1186| AI0422 HANSON RM 3                                        1810750.3 |
 CT1186| CX8229 HANSON RM 2                           5.362 METERS 34022     |
 CT1186|---------------------------------------------------------------------|
 CT1186
 CT1186                          SUPERSEDED SURVEY CONTROL
 CT1186
 CT1186  NAD 83(1993)-  32 46 38.96218(N)    099 53 47.82217(W) AD(       ) 2
 CT1186  NAD 83(1986)-  32 46 38.96198(N)    099 53 47.82169(W) AD(       ) 2
 CT1186  NAD 27      -  32 46 38.54885(N)    099 53 46.47603(W) AD(       ) 2
 CT1186  NGVD 29 (07/19/86)  520.7    (m)         1708.     (f) VERT ANG       
 CT1186
 CT1186.Superseded values are not recommended for survey control.
 CT1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1186.See file dsdata.txt to determine how the superseded data were derived.
 CT1186
 CT1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1603026975(NAD 83)
 CT1186_MARKER: DS = TRIANGULATION STATION DISK
 CT1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1186
 CT1186  HISTORY     - Date     Condition        Report By
 CT1186  HISTORY     - 1974     MONUMENTED       NGS
 CT1186  HISTORY     - 1982     GOOD             NGS
 CT1186
 CT1186                          STATION DESCRIPTION
 CT1186
 CT1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 CT1186'NO MEASUREMENT BETWEEN RMS DUE TO NEAR 180 DEG.
 CT1186'
 CT1186'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE COURT HOUSE
 CT1186'SQUARE IN ANSON AND IN THE SOUTHWEST ANGLE OF THE JUNCTION OF
 CT1186'U.S. HIGHWAYS 277 AND 83.  IT IS ON STATE HIGHWAY RIGHT-OF-WAY
 CT1186'PROPERTY.
 CT1186'
 CT1186'TO REACH FROM THE COURT HOUSE IN ANSON, GO NORTH ON U.S. HIGHWAY
 CT1186'277 FOR 1.20 MILE TO REFERENCE MARK 3 ON THE LEFT, SET IN THE
 CT1186'MEDIAN OF HIGHWAY AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY FOR
 CT1186'0.25 MILE TO THE STATION ON THE LEFT, AS DESCRIBED.
 CT1186'
 CT1186'STATION MARK A STANDARD DISK STAMPED HANSON 1974, IS SET IN THE TOP
 CT1186'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 CT1186'ABOVE GROUND SURFACE.  IT IS 56 FEET WEST-NORTHWEST OF THE
 CT1186'CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 277, 25 FEET
 CT1186'SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND LANE OF U.S.
 CT1186'HIGHWAY 83 AND 22 FEET NORTH-NORTHEAST OF THE CENTER OF CONCRETE
 CT1186'CULVERT.
 CT1186'
 CT1186'REFERENCE MARK 1, A STANDARD DISK STAMPED HANSON NO 1 1974, IS SET
 CT1186'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 CT1186'FLUSH WITH THE GROUND SURFACE.  IT IS 43 FEET SOUTH-SOUTHWEST OF
 CT1186'THE CENTER OF INTERSECTION OF U.S. HIGHWAYS 277 AND 83, 30 FEET
 CT1186'WEST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 277 AND
 CT1186'16 FEET EAST OF CENTER OF CONCRETE CULVERT.
 CT1186'
 CT1186'REFERENCE MARK 2, A STANDARD DISK STAMPED HANSON NO 2 1974, IS
 CT1186'SET IN DRILL HOLE IN CURB.  IT IS 15 FEET SOUTH-SOUTHWEST OF THE
 CT1186'CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 83 AND 9 FEET
 CT1186'EAST-SOUTHEAST OF THE END OF CONCRETE CURB.
 CT1186'
 CT1186'REFERENCE MARK 3, A STANDARD DISK STAMPED HANSON NO 3 1974, IS SET
 CT1186'IN DRILL HOLE IN A CONCRETE MEDIAN THAT IS BETWEEN NORTH-SOUTH
 CT1186'LANES OF U.S. HIGHWAY 277.  IT IS 14 FEET WEST OF THE NORTH
 CT1186'BOUND LANE, 13.5 FEET EAST OF THE SOUTH BOUND LANE AND 13.3 FEET
 CT1186'NORTH OF THE SOUTH END OF MEDIAN.
 CT1186'
 CT1186'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 CT1186
 CT1186                          STATION RECOVERY (1982)
 CT1186
 CT1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CT1186'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1974.  NO
 CT1186'MEASUREMENT WAS TAKEN BETWEEN MARKS FOR THEY ARE 180 DEGREES APART.
 CT1186'
 CT1186'THE STATION IS LOCATED ABOUT 2.40 KM (1.5 MI) NORTH OF THE CENTER OF
 CT1186'ANSON AT THE JUNCTION OF U.S. HIGHWAYS 277 AND 83 IN THE SOUTHWEST
 CT1186'ANGLE OF THE INTERSECTION.
 CT1186'
 CT1186'TO REACH FROM THE COURTHOUSE, GO NORTH ON U.S. HIGHWAY 277 FOR 1.92
 CT1186'KM (1.2 MI) TO REFERENCE MARK 3 ON THE LEFT IN THE CENTER OF THE
 CT1186'CONCRETE MEDIAN.  CONTINUE NORTH ON U.S. HIGHWAY 277 FOR 0.48 KM (0.3
 CT1186'MI) TO THE INTERSECTION WITH U.S. HIGHWAY 83 AND THE STATION ON THE
 CT1186'LEFT.
 CT1186'
 CT1186'STATION MARK, STAMPED---HANSON 1974---IS A STANDARD DISK SET IN THE
 CT1186'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 17.07
 CT1186'METERS (56.0 FEET) WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTH
 CT1186'BOUND LANE OF U.S. HIGHWAY 277, 7.62 METERS (25.0 FEET) SOUTHWEST OF
 CT1186'THE CENTERLINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 83 AND 6.70
 CT1186'METERS (22.0 FEET) NORTH-NORTHEAST OF THE CENTER OF A CONCRETE
 CT1186'CULVERT.
 CT1186'
 CT1186'REFERENCE MARK 1, STAMPED---HANSON NO 1 1974---IS A STANDARD DISK SET
 CT1186'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 CT1186'13.11 METERS (43.0 FEET) SOUTH-SOUTHWEST OF THE CENTER OF THE
 CT1186'INTERSECTION OF THE HIGHWAYS, 9.14 METERS (30.0 FT) WEST OF THE
 CT1186'CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 277 AND 4.88
 CT1186'METERS (16.0 FT) EAST OF THE CENTER OF THE CONCRETE CULVERT.
 CT1186'
 CT1186'REFERENCE MARK 2, STAMPED---HANSON NO 2 1974---IS A STANDARD DISK SET
 CT1186'IN A DRILL HOLE IN A CONCRETE CURB WHICH PROJECTS 10.16 KM (4 IN).
 CT1186'IT IS 4.57 METERS (15.0 FEET) SOUTH-SOUTHWEST OF THE CENTER OF THE
 CT1186'WEST BOUND LANE OF U.S. HIGHWAY 83 AND 2.74 METERS (9.0 FT)
 CT1186'EAST-SOUTHEAST OF THE END OF THE CURB.
 CT1186'
 CT1186'REFERENCE MARK 3, STAMPED---HANSON NO 3 1974---IS A STANDARD DISK SET
 CT1186'IN A DRILL HOLE OF THE CONCRETE MEDIAN OF U.S. HIGHWAY 277.  IT IS
 CT1186'4.27 METERS (140 FT) WEST OF THE CENTER OF THE NORTH BOUND LANE, 4.11
 CT1186'METERS (13.5 FT) EAST OF THE CENTER OF THE SOUTH BOUND LANE AND 4.05
 CT1186'METERS (13.3 FT) NORTH OF THE SOUTH END OF THE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1585 ***********************************************************************
 AW1585  DESIGNATION -  HANSON RM 1
 AW1585  PID         -  AW1585
 AW1585  STATE/COUNTY-  TX/GALVESTON
 AW1585  USGS QUAD   -  LEAGUE CITY (1995)
 AW1585
 AW1585                         *CURRENT SURVEY CONTROL
 AW1585  ___________________________________________________________________
 AW1585* NAD 83(1986)-  29 32 02.     (N)    095 00 35.     (W)     SCALED    
 AW1585* NAVD 88     -         4.24   (+/-2cm)      13.9    (feet)  VERTCON   
 AW1585  ___________________________________________________________________
 AW1585  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW1585
 AW1585  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1585
 AW1585.The horizontal coordinates were scaled from a topographic map and have
 AW1585.an estimated accuracy of +/- 6 seconds.
 AW1585
 AW1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1585.The vertical order pertains to the NGVD 29 superseded value.
 AW1585
 AW1585.The geoid height was determined by GEOID03.
 AW1585
 AW1585;                    North         East    Units  Estimated Accuracy
 AW1585;SPC TXSC     - 4,195,060.      986,670.      MT  (+/- 180 meters Scaled)
 AW1585
 AW1585                          SUPERSEDED SURVEY CONTROL
 AW1585
 AW1585  NGVD 29 (??/??/92)    4.232  (m)           13.88   (f) ADJ UNCH    1 2
 AW1585
 AW1585.Superseded values are not recommended for survey control.
 AW1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1585.See file dsdata.txt to determine how the superseded data were derived.
 AW1585
 AW1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN052688(NAD 83)
 AW1585_MARKER: DR = REFERENCE MARK DISK
 AW1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1585_STAMPING: HANSON 1 1933
 AW1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1585+STABILITY: SURFACE MOTION
 AW1585
 AW1585  HISTORY     - Date     Condition        Report By
 AW1585  HISTORY     - 1933     MONUMENTED       CGS
 AW1585  HISTORY     - 1973     GOOD             NGS
 AW1585  HISTORY     - 1978     GOOD             NGS
 AW1585  HISTORY     - 1987     GOOD             USPSQD
 AW1585  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1585  HISTORY     - 1989     GOOD             USPSQD
 AW1585  HISTORY     - 1989     GOOD             USPSQD
 AW1585  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW1585  HISTORY     - 19950617 MARK NOT FOUND   USPSQD
 AW1585  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AW1585  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AW1585
 AW1585                          STATION DESCRIPTION
 AW1585
 AW1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1585'1.3 MI SE FROM KEMAH.
 AW1585'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE AT
 AW1585'KEMAH, THENCE 0.35 MILE NORTHEAST ALONG A PRIVATE SHELL ROAD, ABOUT
 AW1585'200 FEET NORTH OF AND ACROSS FROM A SHELL ROAD FROM THE NORTH CORNER
 AW1585'OF A BRICK HOUSE, ABOUT 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW1585'SHELL ROAD, 94 1/2 FEET SOUTHEAST OF HANSON 1933 TRIANGULATION
 AW1585'STATION, 10 1/2 FEET NORTH OF A POWER POLE BEARING A TRANSFORMER AND
 AW1585'BRACED BY TWO GUY WIRES, ABOUT LEVEL WITH THE SHELL ROAD, AND SET IN
 AW1585'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
 AW1585
 AW1585                          STATION RECOVERY (1978)
 AW1585
 AW1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1585'RECOVERED IN GOOD CONDITION.
 AW1585
 AW1585                          STATION RECOVERY (1987)
 AW1585
 AW1585'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1585'RECOVERED IN GOOD CONDITION.
 AW1585
 AW1585                          STATION RECOVERY (1989)
 AW1585
 AW1585'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1585'MARK NOT FOUND.
 AW1585
 AW1585                          STATION RECOVERY (1989)
 AW1585
 AW1585'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1585'RECOVERED IN GOOD CONDITION.
 AW1585
 AW1585                          STATION RECOVERY (1989)
 AW1585
 AW1585'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1585'RECOVERED IN GOOD CONDITION.
 AW1585
 AW1585                          STATION RECOVERY (1994)
 AW1585
 AW1585'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1585'MARK NOT FOUND.
 AW1585
 AW1585                          STATION RECOVERY (1995)
 AW1585
 AW1585'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1585'MARK NOT FOUND.
 AW1585
 AW1585                          STATION RECOVERY (2004)
 AW1585
 AW1585'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1585' 
 AW1585' 
 AW1585
 AW1585                          STATION RECOVERY (2005)
 AW1585
 AW1585'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1660 ***********************************************************************
 AW1660  DESIGNATION -  HANSON RM 2
 AW1660  PID         -  AW1660
 AW1660  STATE/COUNTY-  TX/GALVESTON
 AW1660  USGS QUAD   -  LEAGUE CITY (1995)
 AW1660
 AW1660                         *CURRENT SURVEY CONTROL
 AW1660  ___________________________________________________________________
 AW1660* NAD 83(1986)-  29 32 02.     (N)    095 00 46.     (W)     SCALED    
 AW1660* NAVD 88     -         4.48   (+/-2cm)      14.7    (feet)  VERTCON   
 AW1660  ___________________________________________________________________
 AW1660  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW1660
 AW1660  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1660
 AW1660.The horizontal coordinates were scaled from a topographic map and have
 AW1660.an estimated accuracy of +/- 6 seconds.
 AW1660
 AW1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1660.The vertical order pertains to the NGVD 29 superseded value.
 AW1660
 AW1660.The geoid height was determined by GEOID03.
 AW1660
 AW1660;                    North         East    Units  Estimated Accuracy
 AW1660;SPC TXSC     - 4,195,050.      986,370.      MT  (+/- 180 meters Scaled)
 AW1660
 AW1660                          SUPERSEDED SURVEY CONTROL
 AW1660
 AW1660  NGVD 29 (??/??/92)    4.476  (m)           14.69   (f) ADJ UNCH    1 2
 AW1660
 AW1660.Superseded values are not recommended for survey control.
 AW1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1660.See file dsdata.txt to determine how the superseded data were derived.
 AW1660
 AW1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN049688(NAD 83)
 AW1660_MARKER: DR = REFERENCE MARK DISK
 AW1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1660_STAMPING: HANSON 2 1933
 AW1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1660+STABILITY: SURFACE MOTION
 AW1660
 AW1660  HISTORY     - Date     Condition        Report By
 AW1660  HISTORY     - 1933     MONUMENTED       CGS
 AW1660  HISTORY     - 1973     GOOD             NGS
 AW1660  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1660  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW1660  HISTORY     - 19950617 MARK NOT FOUND   USPSQD
 AW1660  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 AW1660  HISTORY     - 20040203 MARK NOT FOUND   USPSQD
 AW1660  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AW1660
 AW1660                          STATION DESCRIPTION
 AW1660
 AW1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1660'1.0 MI SE FROM KEMAH.
 AW1660'ABOUT 0.85 MILE SOUTHEAST ALONG STATE HWY. 146 FROM THE POST OFFICE AT
 AW1660'KEMAH, THENCE 0.15 MILE NORTHEAST ALONG A SHELL ROAD, ABOUT 24 FEET
 AW1660'NORTHWEST OF THE CENTER LINE OF THE ROAD, 323 FEET SOUTHWEST OF THE
 AW1660'CENTER LINE OF THE SHELL ROAD LEADING NORTHWEST, 275 FEET SOUTHWEST OF
 AW1660'THE MOST NORTHWEST ONE OF TWO POWER POLES AND BRACED BY A GUY WIRE, 51
 AW1660'1/2 FEET NORTH OF AND ACROSS FROM THE ROAD FROM A FENCE, ABOUT LEVEL
 AW1660'WITH THE ROAD, AND 1.1 FEET NORTHEAST OF A WOODEN WITNESS POST, AND IS
 AW1660'A DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES BELOW
 AW1660'THE LEVEL OF THE GROUND.
 AW1660
 AW1660                          STATION RECOVERY (1978)
 AW1660
 AW1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1660'NOT RECOVERED.
 AW1660
 AW1660                          STATION RECOVERY (1994)
 AW1660
 AW1660'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1660'MARK NOT FOUND.
 AW1660
 AW1660                          STATION RECOVERY (1995)
 AW1660
 AW1660'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1660'MARK NOT FOUND.
 AW1660
 AW1660                          STATION RECOVERY (2001)
 AW1660
 AW1660'RECOVERY NOTE BY US POWER SQUADRON 2001 (ALW)
 AW1660'MARK NOT FOUND.
 AW1660
 AW1660                          STATION RECOVERY (2004)
 AW1660
 AW1660'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1660'FOUND A TX DOT HORONIZATAL CONTROL DISK  IN THE AREA AT
 AW1660'N29 31.607  W095 00.733  43 FEET NORTH OF THE ROAD LEVEL WITH THE
 AW1660'GROUND.  SURVAYORS ARE USING IT AS IT IS FLAGGED AND STAKED WITH
 AW1660'ORANGE STAKES.
 AW1660
 AW1660                          STATION RECOVERY (2005)
 AW1660
 AW1660'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0899 ***********************************************************************
 EN0899  DESIGNATION -  HAPPY MUNICIPAL TANK
 EN0899  PID         -  EN0899
 EN0899  STATE/COUNTY-  TX/SWISHER
 EN0899  USGS QUAD   -  HAPPY (1965)
 EN0899
 EN0899                         *CURRENT SURVEY CONTROL
 EN0899  ___________________________________________________________________
 EN0899* NAD 83(1993)-  34 44 39.40218(N)    101 51 21.11576(W)     ADJUSTED  
 EN0899* NAVD 88     -                                                        
 EN0899  ___________________________________________________________________
 EN0899  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 EN0899  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EN0899
 EN0899  HORZ ORDER  -  THIRD
 EN0899
 EN0899.The horizontal coordinates were established by classical geodetic methods
 EN0899.and adjusted by the National Geodetic Survey in February 1996..
 EN0899
 EN0899
 EN0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0899
 EN0899.The geoid height was determined by GEOID03.
 EN0899
 EN0899;                    North         East     Units Scale Factor Converg.
 EN0899;SPC TX N     - 1,082,627.646   167,413.687   MT  0.99997948   -0 12 22.5
 EN0899;SPC TX N     - 3,551,920.87    549,256.40   sFT  0.99997948   -0 12 22.5
 EN0899;UTM  14      - 3,848,400.417   238,551.157   MT  1.00044259   -1 37 42.7
 EN0899
 EN0899                          SUPERSEDED SURVEY CONTROL
 EN0899
 EN0899  NAD 83(1986)-  34 44 39.40909(N)    101 51 21.10857(W) AD(       ) 4
 EN0899  NAD 27      -  34 44 39.20900(N)    101 51 19.42800(W) AD(       ) 3
 EN0899
 EN0899.Superseded values are not recommended for survey control.
 EN0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0899.See file dsdata.txt to determine how the superseded data were derived.
 EN0899
 EN0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3855148400(NAD 83)
 EN0899_MARKER: 51 = TANK
 EN0899
 EN0899  HISTORY     - Date     Condition        Report By
 EN0899  HISTORY     - 1932     FIRST OBSERVED   CGS
 EN0899  HISTORY     - 1964     GOOD             CGS
 EN0899  HISTORY     - 1966     GOOD             USAF
 EN0899  HISTORY     - 20051211 GOOD             GEOCAC
 EN0899
 EN0899                          STATION DESCRIPTION
 EN0899
 EN0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0899'STATION WAS NOT DESCRIBED IN 1932.  IT IS LOCATED IN THE TOWN
 EN0899'OF HAPPY AND IS ABOUT 125 FEET IN HEIGHT.  THE TOP CENTER OF THE
 EN0899'TANK WAS INTERSECTED.
 EN0899
 EN0899                          STATION RECOVERY (1966)
 EN0899
 EN0899'RECOVERY NOTE BY US AIR FORCE 1966 (DEA)
 EN0899'STATION WAS RECOVERED IN GOOD CONDITION.
 EN0899
 EN0899                          STATION RECOVERY (2005)
 EN0899
 EN0899'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 EN0899'THERE ARE NOW TWO WATER TANKS IN HAPPY, BUT THE OLDER ONE IS EXACTLY
 EN0899'AT THE SPECIFIED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1182 ***********************************************************************
 AH1182  DESIGNATION -  HARBOR CITY USE 1949
 AH1182  PID         -  AH1182
 AH1182  STATE/COUNTY-  TX/SAN PATRICIO
 AH1182  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1182
 AH1182                         *CURRENT SURVEY CONTROL
 AH1182  ___________________________________________________________________
 AH1182* NAD 83(1993)-  27 49 22.35855(N)    097 11 40.35007(W)     ADJUSTED  
 AH1182* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1182  ___________________________________________________________________
 AH1182  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AH1182  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH1182
 AH1182  HORZ ORDER  -  THIRD
 AH1182
 AH1182.The horizontal coordinates were established by classical geodetic methods
 AH1182.and adjusted by the National Geodetic Survey in February 1996..
 AH1182
 AH1182.The orthometric height was scaled from a topographic map.
 AH1182
 AH1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1182
 AH1182.The geoid height was determined by GEOID03.
 AH1182
 AH1182;                    North         East     Units Scale Factor Converg.
 AH1182;SPC TX S     - 5,239,563.728   428,614.034   MT  0.99999737   +0 35 33.7
 AH1182;SPC TX S     -17,190,135.33  1,406,211.21   sFT  0.99999737   +0 35 33.7
 AH1182;SPC TXSC     - 4,000,214.340   777,907.710   MT  1.00020798   +0 53 04.3
 AH1182;SPC TXSC     -13,124,036.55  2,552,185.55   sFT  1.00020798   +0 53 04.3
 AH1182;UTM  14      - 3,078,889.794   677,823.358   MT  0.99999031   +0 50 34.4
 AH1182
 AH1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1182!SPC TX S     -   1.00000402  x   0.99999737  =   1.00000139
 AH1182!SPC TXSC     -   1.00000402  x   1.00020798  =   1.00021200
 AH1182!UTM  14      -   1.00000402  x   0.99999031  =   0.99999433
 AH1182
 AH1182                          SUPERSEDED SURVEY CONTROL
 AH1182
 AH1182  NAD 83(1986)-  27 49 22.36618(N)    097 11 40.32549(W) AD(       ) 3
 AH1182  NAD 27      -  27 49 21.27000(N)    097 11 39.36000(W) AD(       ) 3
 AH1182
 AH1182.Superseded values are not recommended for survey control.
 AH1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1182.See file dsdata.txt to determine how the superseded data were derived.
 AH1182
 AH1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7782378890(NAD 83)
 AH1182_MARKER: DD = SURVEY DISK
 AH1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1182+STABILITY: SURFACE MOTION
 AH1182
 AH1182  HISTORY     - Date     Condition        Report By
 AH1182  HISTORY     - 1949     MONUMENTED       USE
 AH1182  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1182  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH1182
 AH1182                          STATION DESCRIPTION
 AH1182
 AH1182'DESCRIBED BY US ENGINEERS 1949 (CWC)
 AH1182'STATION IS LOCATED ABOUT 6 MILES SE OF INGLESIDE, ABOUT
 AH1182'7.5 MILES SW OF ARANSAS PASS, ON INGLESIDE POINT, NEAR THE
 AH1182'GULF OIL CO. DOCK.  STATION IS SET IN THE TOP OF A SPOIL
 AH1182'PILE 160 FEET W OF THE N END OF THE DOCK, 43 FEET W OF THE
 AH1182'CENTER LINE OF THE ROAD, AND 210 FEET N OF THE N SHORE OF
 AH1182'CORPUS CHRISTI BAY, IN S END OF BRUSH CLUMP.
 AH1182'
 AH1182'STATION MARK IS A STANDARD U.S.E. TRIANGULATION DISK, STAMPED
 AH1182'HARBOR CITY, SET IN THE TOP OF A CONCRETE MONUMENT AND
 AH1182'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 AH1182'
 AH1182'TO REACH THE STATION FROM THE MAIN INTERSECTION IN INGLESIDE,
 AH1182'TRAVEL S AND SE ON MAIN TRAVELED BLACK-TOP AND SHELL ROAD
 AH1182'FOR 5.8 MILES, TURN LEFT ONTO A DIM DIRT ROAD FOR 0.1 MILE
 AH1182'TO STATION SITE ON RIGHT.
 AH1182
 AH1182                          STATION RECOVERY (1969)
 AH1182
 AH1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1182'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  DOCK INSTALLATIONS
 AH1182'HAVE BEEN ENLARGED AND ALL REFERENCE POINTS HAVE BEEN DESTROYED
 AH1182'OR CHANGED.  STATION BELIEVED TO BE DESTROYED.
 AH1182'
 AH1182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AH1182'SOUTHEAST OF INGLESIDE
 AH1182
 AH1182                          STATION RECOVERY (1995)
 AH1182
 AH1182'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1158 ***********************************************************************
 AH1158  DESIGNATION -  HARBOR ID F RNG LT
 AH1158  PID         -  AH1158
 AH1158  STATE/COUNTY-  TX/NUECES
 AH1158  USGS QUAD   -  PORT ARANSAS (1975)
 AH1158
 AH1158                         *CURRENT SURVEY CONTROL
 AH1158  ___________________________________________________________________
 AH1158* NAD 83(1993)-  27 50 45.33314(N)    097 03 41.19581(W)     ADJUSTED  
 AH1158* NAVD 88     -        19.     (meters)      62.     (feet)  VERTCON   
 AH1158  ___________________________________________________________________
 AH1158  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH1158  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AH1158
 AH1158  HORZ ORDER  -  THIRD
 AH1158
 AH1158.The horizontal coordinates were established by classical geodetic methods
 AH1158.and adjusted by the National Geodetic Survey in February 1996..
 AH1158
 AH1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1158
 AH1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1158
 AH1158.The geoid height was determined by GEOID03.
 AH1158
 AH1158;                    North         East     Units Scale Factor Converg.
 AH1158;SPC TX S     - 5,242,260.282   441,697.262   MT  1.00000321   +0 39 11.2
 AH1158;SPC TX S     -17,198,982.28  1,449,135.10   sFT  1.00000321   +0 39 11.2
 AH1158;SPC TXSC     - 4,002,978.601   790,979.564   MT  1.00019757   +0 56 59.0
 AH1158;SPC TXSC     -13,133,105.63  2,595,072.12   sFT  1.00019757   +0 56 59.0
 AH1158;UTM  14      - 3,081,643.787   690,894.880   MT  1.00004980   +0 54 20.8
 AH1158
 AH1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1158!SPC TX S     -   1.00000120  x   1.00000321  =   1.00000441
 AH1158!SPC TXSC     -   1.00000120  x   1.00019757  =   1.00019877
 AH1158!UTM  14      -   1.00000120  x   1.00004980  =   1.00005100
 AH1158
 AH1158:                Primary Azimuth Mark                     Grid Az
 AH1158:SPC TX S     -  ARANSAS PASS LIGHTHOUSE                  013 10 56.4
 AH1158:SPC TXSC     -  ARANSAS PASS LIGHTHOUSE                  012 53 08.6
 AH1158:UTM  14      -  ARANSAS PASS LIGHTHOUSE                  012 55 46.8
 AH1158
 AH1158|---------------------------------------------------------------------|
 AH1158| PID    Reference Object                     Distance      Geod. Az  |
 AH1158|                                                           dddmmss.s |
 AH1158| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX. 2.1 KM 0135007.6 |
 AH1158| AH1154 CORPUS CHRISTI R RNG LT             APPROX. 1.4 KM 0884715.3 |
 AH1158| AH1157 CORPUS CHRISTI F RNG LT             APPROX. 0.7 KM 1013122.7 |
 AH1158| AH1160 PORT ARANSAS TANK                   APPROX. 1.8 KM 1871503.0 |
 AH1158|---------------------------------------------------------------------|
 AH1158
 AH1158                          SUPERSEDED SURVEY CONTROL
 AH1158
 AH1158  NAD 83(1986)-  27 50 45.34283(N)    097 03 41.17431(W) AD(       ) 3
 AH1158  NAD 27      -  27 50 44.33965(N)    097 03 40.20149(W) AD(       ) 3
 AH1158  NGVD 29 (06/28/90)   19.     (m)           62.     (f) VERT ANG       
 AH1158
 AH1158.Superseded values are not recommended for survey control.
 AH1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1158.See file dsdata.txt to determine how the superseded data were derived.
 AH1158
 AH1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9089581644(NAD 83)
 AH1158_MARKER: 14 = NAVIGATION LIGHT
 AH1158_MARK LOGO: NGS   
 AH1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1158+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2004
 AH1158
 AH1158  HISTORY     - Date     Condition        Report By
 AH1158  HISTORY     - 1970     FIRST OBSERVED   NGS
 AH1158  HISTORY     - 1970     GOOD             NGS
 AH1158  HISTORY     - 1988     GOOD             NOS
 AH1158  HISTORY     - 20040226 GOOD             USPSQD
 AH1158
 AH1158                          STATION DESCRIPTION
 AH1158
 AH1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (ALP)
 AH1158'THIS LIGHT IS LOCATED ON THE EASTERN TIP OF HARBOR ISLAND WHICH IS
 AH1158'ABOUT 0.2 MILE NORTHWEST OF PORT ARANSAS.  THE LIGHT IS ON TOP OF A
 AH1158'FOUR LEGGED STEEL STRUCTURE.
 AH1158'
 AH1158'NOTE--THIS LIGHT REPLACES THE LIGHT OF THE SAME NAME THAT WAS
 AH1158'TRIANGULATED IN 1949 AND TORN DOWN IN 1969.
 AH1158
 AH1158                          STATION RECOVERY (1970)
 AH1158
 AH1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AH1158'THE STATION, ARANSAS PASS HARBOR ISLAND RANGE FRONT LIGHT, IS LOCATED
 AH1158'ON HARBOR ISLAND NEAR THE E ENTRANCE TO ARANSAS CHANNEL ON THE SW
 AH1158'SHORE OF THE CHANNEL.  STATION IS LOCATED ON THE TIP OF LAND NEAR
 AH1158'INNER BASIN.
 AH1158'TO REACH THE STATION PROCEED BY BOAT FROM THE COAST GUARD BASE IN PORT
 AH1158'ARANSAS.
 AH1158'THE LANDMARK IS THE CENTER OF A QUICK FLASHING WHITE LIGHT MOUNTED ON
 AH1158'A SKELETON TOWER ON A CONCRETE BLOCK.  A RECTANGULAR RED DAYBOARD
 AH1158'BEARING A CENTRAL WHITE STRIPE IS VISIBLE 2 DEGREES EACH SIDE OF THE
 AH1158'RANGELINE.  STATION CARRIED IN THE 1988 USCG LIGHT LIST VOL. IV NO.
 AH1158'26935.
 AH1158
 AH1158                          STATION RECOVERY (1988)
 AH1158
 AH1158'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1158'THE STATION IS LOCATED NEAR PORT ARANSAS TEXAS ON THE SOUTHEAST END
 AH1158'OF HARBOR ISLAND.
 AH1158'
 AH1158'THE STATION CAN BE REACHED BY BOAT FROM THE COAST GUARD BASE
 AH1158'AT PORT ARANSAS.
 AH1158'
 AH1158'THE STATION IS THE HIGHEST VERTICAL POINT OF THE RANGE.
 AH1158'
 AH1158'THE SKELETAL TOWER ON A CONCRETE BLOCK ALSO SUPPORTS A KRW AND
 AH1158'A QUICK FLASHING WHITE LIGHT.
 AH1158
 AH1158                          STATION RECOVERY (2004)
 AH1158
 AH1158'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1161 ***********************************************************************
 AH1161  DESIGNATION -  HARBOR ID R RNG LT
 AH1161  PID         -  AH1161
 AH1161  STATE/COUNTY-  TX/NUECES
 AH1161  USGS QUAD   -  PORT ARANSAS (1975)
 AH1161
 AH1161                         *CURRENT SURVEY CONTROL
 AH1161  ___________________________________________________________________
 AH1161* NAD 83(1993)-  27 50 53.62733(N)    097 03 56.64096(W)     ADJUSTED  
 AH1161* NAVD 88     -        27.     (meters)      89.     (feet)  VERTCON   
 AH1161  ___________________________________________________________________
 AH1161  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AH1161  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH1161
 AH1161  HORZ ORDER  -  THIRD
 AH1161
 AH1161.The horizontal coordinates were established by classical geodetic methods
 AH1161.and adjusted by the National Geodetic Survey in February 1996..
 AH1161
 AH1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1161
 AH1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1161
 AH1161.The geoid height was determined by GEOID03.
 AH1161
 AH1161;                    North         East     Units Scale Factor Converg.
 AH1161;SPC TX S     - 5,242,510.772   441,271.784   MT  1.00000381   +0 39 04.2
 AH1161;SPC TX S     -17,199,804.09  1,447,739.18   sFT  1.00000381   +0 39 04.2
 AH1161;SPC TXSC     - 4,003,226.934   790,552.713   MT  1.00019654   +0 56 51.4
 AH1161;SPC TXSC     -13,133,920.37  2,593,671.69   sFT  1.00019654   +0 56 51.4
 AH1161;UTM  14      - 3,081,892.410   690,468.282   MT  1.00004780   +0 54 13.8
 AH1161
 AH1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1161!SPC TX S     -   0.99999989  x   1.00000381  =   1.00000370
 AH1161!SPC TXSC     -   0.99999989  x   1.00019654  =   1.00019643
 AH1161!UTM  14      -   0.99999989  x   1.00004780  =   1.00004769
 AH1161
 AH1161                          SUPERSEDED SURVEY CONTROL
 AH1161
 AH1161  NAD 83(1986)-  27 50 53.63604(N)    097 03 56.61500(W) AD(       ) 4
 AH1161  NAD 27      -  27 50 52.64432(N)    097 03 55.66003(W) AD(       ) 3
 AH1161  NGVD 29 (06/28/90)   27.     (m)           89.     (f) VERT ANG       
 AH1161
 AH1161.Superseded values are not recommended for survey control.
 AH1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1161.See file dsdata.txt to determine how the superseded data were derived.
 AH1161
 AH1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9046881892(NAD 83)
 AH1161_MARKER: 14 = NAVIGATION LIGHT
 AH1161_MARK LOGO: NGS   
 AH1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1161+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2004
 AH1161
 AH1161  HISTORY     - Date     Condition        Report By
 AH1161  HISTORY     - 1970     FIRST OBSERVED   NGS
 AH1161  HISTORY     - 1970     GOOD             NGS
 AH1161  HISTORY     - 1988     GOOD             NOS
 AH1161  HISTORY     - 20040226 GOOD             USPSQD
 AH1161
 AH1161                          STATION DESCRIPTION
 AH1161
 AH1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (ALP)
 AH1161'THIS LIGHT IS LOCATED ON THE EASTERN TIP OF HARBOR ISLAND WHICH IS
 AH1161'ABOUT 0.2 MILE NORTHWEST OF PORT ARANSAS.  THE LIGHT IS ON TOP OF
 AH1161'A FOUR LEGGED STEEL STRUCTURE.
 AH1161'
 AH1161'NOTE--THIS LIGHT REPLACES THE LIGHT OF THE SAME NAME THAT WAS
 AH1161'TRIANGULATED IN 1949 AND TORN DOWN IN 1969.
 AH1161
 AH1161                          STATION RECOVERY (1970)
 AH1161
 AH1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AH1161'THE STATION, ARANSAS PASS HARBOR ISLAND RANGE REAR LIGHT, IS LOCATED
 AH1161'ON HARBOR ISLAND NEAR THE E ENTRANCE TO ARANSAS CHANNEL ON THE SW
 AH1161'SHORE OF THE CHANNEL.  STATION IS LOCATED NW FROM THE TIP OF LAND AND
 AH1161'THE INNER BASIN AND JUST N OF HUMBLE BASIN.
 AH1161'TO REACH THE STATION PROCEED BY BOAT FROM THE COAST GUARD BASE IN PORT
 AH1161'ARANSAS.
 AH1161'THE LANDMARK IS THE CENTER OF A OCCULTING WHITE 4 SEC LIGHT MOUNTED ON
 AH1161'A SKELETON TOWER ON A CONCRETE BLOCK.  A RECTANGULAR RED DAYBOARD
 AH1161'BEARING A CENTRAL WHITE STRIPE IS VISIBLE 2 DEGREES EACH SIDE OF THE
 AH1161'RANGELINE.  STATION IS LOCATED 480.1 M (1575.1 FT) 301 DEGREES FROM
 AH1161'FRONT RANGE LIGHT.  STATION CARRIED IN THE 1988 USCG LIGHT LIST VOL.
 AH1161'IV NO. 26935.
 AH1161
 AH1161                          STATION RECOVERY (1988)
 AH1161
 AH1161'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1161'THE STATION IS LOCATED NEAR PORT ARANSAS TEXAS ON HARBOR ISLAND
 AH1161'APPROXIMATELY 600 YARDS FROM THE SOUTHEAST END OF THAT ISLAND.
 AH1161'
 AH1161'PERMISSION MUST BE OBTAINED FROM THE US COAST GUARD PRIOR TO
 AH1161'ENTERING THE AREA OF THE STATION.
 AH1161'
 AH1161'THE STATION IS THE HIGHEST VERTICAL POINT OF THE CONICAL RANGE LIGHT
 AH1161'ATOP THE SKELETAL TOWER WHICH IS ON A CONCRETE BLOCK.  THE TOWER
 AH1161'ALSO SUPPORTS A KRW AND A OCCULTING WHITE LIGHT.
 AH1161'
 AH1161'DESCRIBED BY GLM.
 AH1161
 AH1161                          STATION RECOVERY (2004)
 AH1161
 AH1161'RECOVERY NOTE BY US POWER SQUADRON 2004 (FEV)
 AH1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1143 ***********************************************************************
 AH1143  DESIGNATION -  HARBOR ISLAND RANGE REAR LT
 AH1143  PID         -  AH1143
 AH1143  STATE/COUNTY-  TX/NUECES
 AH1143  USGS QUAD   -  PORT ARANSAS (1975)
 AH1143
 AH1143                         *CURRENT SURVEY CONTROL
 AH1143  ___________________________________________________________________
 AH1143* NAD 83(1993)-  27 50 53.63439(N)    097 03 56.63205(W)     ADJUSTED  
 AH1143* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1143  ___________________________________________________________________
 AH1143  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AH1143  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH1143
 AH1143  HORZ ORDER  -  THIRD
 AH1143
 AH1143.The horizontal coordinates were established by classical geodetic methods
 AH1143.and adjusted by the National Geodetic Survey in February 1996..
 AH1143
 AH1143.The orthometric height was scaled from a topographic map.
 AH1143
 AH1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1143
 AH1143.The geoid height was determined by GEOID03.
 AH1143
 AH1143;                    North         East     Units Scale Factor Converg.
 AH1143;SPC TX S     - 5,242,510.992   441,272.025   MT  1.00000381   +0 39 04.2
 AH1143;SPC TX S     -17,199,804.81  1,447,739.97   sFT  1.00000381   +0 39 04.2
 AH1143;SPC TXSC     - 4,003,227.156   790,552.953   MT  1.00019653   +0 56 51.4
 AH1143;SPC TXSC     -13,133,921.09  2,593,672.48   sFT  1.00019653   +0 56 51.4
 AH1143;UTM  14      - 3,081,892.631   690,468.523   MT  1.00004780   +0 54 13.8
 AH1143
 AH1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1143!SPC TX S     -   1.00000385  x   1.00000381  =   1.00000766
 AH1143!SPC TXSC     -   1.00000385  x   1.00019653  =   1.00020038
 AH1143!UTM  14      -   1.00000385  x   1.00004780  =   1.00005165
 AH1143
 AH1143:                Primary Azimuth Mark                     Grid Az
 AH1143:SPC TX S     -  POGY                                     045 09 59.8
 AH1143:SPC TXSC     -  POGY                                     044 52 12.6
 AH1143:UTM  14      -  POGY                                     044 54 50.2
 AH1143
 AH1143|---------------------------------------------------------------------|
 AH1143| PID    Reference Object                     Distance      Geod. Az  |
 AH1143|                                                           dddmmss.s |
 AH1143| AH1142 POGY                                APPROX. 2.2 KM 0454904.0 |
 AH1143| AH1162 CLINE POINT BEACON                  APPROX. 1.2 KM 1262331.3 |
 AH1143| AH1140 PORT ARANSAS CHANNEL BEACON 2       APPROX. 0.8 KM 1440204.6 |
 AH1143|---------------------------------------------------------------------|
 AH1143
 AH1143                          SUPERSEDED SURVEY CONTROL
 AH1143
 AH1143  NAD 83(1986)-  27 50 53.64103(N)    097 03 56.61043(W) AD(       ) 3
 AH1143  NAD 27      -  27 50 52.54500(N)    097 03 55.64600(W) AD(       ) 3
 AH1143
 AH1143.Superseded values are not recommended for survey control.
 AH1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1143.See file dsdata.txt to determine how the superseded data were derived.
 AH1143
 AH1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9046981893(NAD 83)
 AH1143_MARKER: 15 = RANGE MARKER
 AH1143
 AH1143  HISTORY     - Date     Condition        Report By
 AH1143  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1143  HISTORY     - 1970     MARK NOT FOUND   NGS
 AH1143
 AH1143                          STATION DESCRIPTION
 AH1143
 AH1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1143'LOCATED ON HARBOR ISLAND NE OF CAUSEWAY AND NW OF PORT ARANSAS
 AH1143'FERRY SLIP.
 AH1143'
 AH1143'THIS IS 1948 ATLANTIC COAST LIGHT LIST NO. 4486 AND IS DESCRIBED
 AH1143'THEREIN AS RED, RECTANGULAR, SLATTED DAYMARK ON BLACK SKELETON
 AH1143'STEEL TOWER ON CONCRETE BLOCK.  ESTABLISHED IN 1933, REBUILT 1946.
 AH1143
 AH1143                          STATION RECOVERY (1970)
 AH1143
 AH1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (ALP)
 AH1143'STATION DESTROYED.  THE OLD LIGHT HAS BEEN TORN DOWN AND A
 AH1143'NEW LIGHT BUILT IN THE SAME AREA.
 AH1143'
 AH1143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PORT ARANSAS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1195 ***********************************************************************
 AH1195  DESIGNATION -  HARBOR USE 1949
 AH1195  PID         -  AH1195
 AH1195  STATE/COUNTY-  TX/ARANSAS
 AH1195  USGS QUAD   -  ARANSAS PASS (1975)
 AH1195
 AH1195                         *CURRENT SURVEY CONTROL
 AH1195  ___________________________________________________________________
 AH1195* NAD 83(1993)-  27 54 36.58497(N)    097 07 54.10254(W)     ADJUSTED  
 AH1195* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1195  ___________________________________________________________________
 AH1195  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH1195  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AH1195
 AH1195  HORZ ORDER  -  THIRD
 AH1195
 AH1195.The horizontal coordinates were established by classical geodetic methods
 AH1195.and adjusted by the National Geodetic Survey in February 1996..
 AH1195
 AH1195.The orthometric height was scaled from a topographic map.
 AH1195
 AH1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1195
 AH1195.The geoid height was determined by GEOID03.
 AH1195
 AH1195;                    North         East     Units Scale Factor Converg.
 AH1195;SPC TXSC     - 4,009,984.897   783,945.469   MT  1.00016940   +0 54 55.1
 AH1195;SPC TXSC     -13,156,092.12  2,571,994.43   sFT  1.00016940   +0 54 55.1
 AH1195;SPC TX S     - 5,249,301.535   434,700.578   MT  1.00002035   +0 37 16.4
 AH1195;SPC TX S     -17,222,083.45  1,426,180.15   sFT  1.00002035   +0 37 16.4
 AH1195;UTM  14      - 3,088,654.215   683,867.006   MT  1.00001729   +0 52 29.2
 AH1195
 AH1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1195!SPC TXSC     -   1.00000341  x   1.00016940  =   1.00017281
 AH1195!SPC TX S     -   1.00000341  x   1.00002035  =   1.00002376
 AH1195!UTM  14      -   1.00000341  x   1.00001729  =   1.00002070
 AH1195
 AH1195:                Primary Azimuth Mark                     Grid Az
 AH1195:SPC TXSC     -  ARANSAS BAY LIGHT 108                    046 49 10.1
 AH1195:SPC TX S     -  ARANSAS BAY LIGHT 108                    047 06 48.8
 AH1195:UTM  14      -  ARANSAS BAY LIGHT 108                    046 51 36.0
 AH1195
 AH1195|---------------------------------------------------------------------|
 AH1195| PID    Reference Object                     Distance      Geod. Az  |
 AH1195|                                                           dddmmss.s |
 AH1195| AH1124 ARANSAS BAY LIGHT 108               APPROX.10.1 KM 0474405.2 |
 AH1195| AH1126 ARANSAS BAY LIGHT 115               APPROX. 9.0 KM 0543432.2 |
 AH1195| AH1132 ARANSAS BAY LIGHT 123               APPROX. 8.0 KM 0630442.1 |
 AH1195| AH1136 ARANSAS BAY LIGHT 133               APPROX. 7.5 KM 0800258.5 |
 AH1195| AH1135 ARANSAS BAY LIGHT 139               APPROX. 7.8 KM 0890051.9 |
 AH1195| AH1131 ARANSAS BAY LIGHT 145               APPROX. 8.1 KM 0981631.2 |
 AH1195| AH1125 ARANSAS BAY LIGHT 147               APPROX. 9.3 KM 1122640.8 |
 AH1195| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX. 9.0 KM 1242924.1 |
 AH1195| AH1201 ARANSAS PASS NEW MUN TK             APPROX. 1.8 KM 2651849.8 |
 AH1195|---------------------------------------------------------------------|
 AH1195
 AH1195                          SUPERSEDED SURVEY CONTROL
 AH1195
 AH1195  NAD 83(1986)-  27 54 36.59123(N)    097 07 54.08008(W) AD(       ) 3
 AH1195  NAD 27      -  27 54 35.50800(N)    097 07 53.11700(W) AD(       ) 3
 AH1195
 AH1195.Superseded values are not recommended for survey control.
 AH1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1195.See file dsdata.txt to determine how the superseded data were derived.
 AH1195
 AH1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8386788654(NAD 83)
 AH1195_MARKER: DD = SURVEY DISK
 AH1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1195+STABILITY: SURFACE MOTION
 AH1195
 AH1195  HISTORY     - Date     Condition        Report By
 AH1195  HISTORY     - 1949     MONUMENTED       USE
 AH1195  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1195  HISTORY     - 1971     MARK NOT FOUND   USGS
 AH1195  HISTORY     - 1974     MARK NOT FOUND   NGS
 AH1195
 AH1195                          STATION DESCRIPTION
 AH1195
 AH1195'DESCRIBED BY US ENGINEERS 1949 (CWC)
 AH1195'STATION IS LOCATED ABOUT 1 MILE SE OF THE WATER TANK IN
 AH1195'ARANSAS PASS, ON THE LEVEE AROUND THE SE SIDE OF CONN-BROWN
 AH1195'HARBOR, AND ON THE SE EDGE OF THE ROAD ALONG THE TOP OF THE
 AH1195'LEVEE.  IT IS 55 FEET SE OF THE CENTER LINE OF THE ROAD
 AH1195'ALONG THE TOP OF THE LEVEE, 47 FEET W OF A SHELL DRIVE LEADING
 AH1195'FROM THE LEVEE TO THE BAY, AND BETWEEN A FENCE AND A ROW
 AH1195'OF PALM TREES WHICH PARALLELS THE LEVEE.
 AH1195'
 AH1195'STATION MARK IS A STANDARD U.S.E. TRIANGULATION DISK, STAMPED
 AH1195'HARBOR, SET IN TOP OF A ROUND CONCRETE MONUMENT AND PROJECTS
 AH1195'2 INCHES ABOVE GROUND.
 AH1195'
 AH1195'TO REACH STATION FROM THE POST OFFICE IN ARANSAS PASS, PROCEED
 AH1195'NE ON STATE HIGHWAY 35 FOR 1.1 MILES, TURN RIGHT FOR 0.15
 AH1195'MILE, TURN LEFT FOR 0.4 MILE ON LEVEE ROAD TO STATION SITE.
 AH1195
 AH1195                          STATION RECOVERY (1969)
 AH1195
 AH1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1195'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IT WAS PROBABLY
 AH1195'DESTROYED WHEN A NEW-STATE PARK WAS MADE.
 AH1195'
 AH1195'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE
 AH1195'EAST OF ARANSAS PASS
 AH1195
 AH1195                          STATION RECOVERY (1971)
 AH1195
 AH1195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JNH)
 AH1195'COUNTY ENGINEER STATES THAT THE MARK IS STILL THERE, HOWEVER,
 AH1195'COVERED WITH ABOUT 2 FEET OF SAND.  A THOROUGH SEARCH WAS
 AH1195'MADE, BUT MARK WAS NOT FOUND.
 AH1195
 AH1195                          STATION RECOVERY (1974)
 AH1195
 AH1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AH1195'THE MARK WAS SEARCHED FOR, BUT NOT FOUND.  A SHELL DRIVE
 AH1195'LEADING FROM THE LEVEE TO THE BAY WAS FOUND AT THE APPROXIMATE
 AH1195'LOCATION, BUT THE FENCE AND TREES DESCRIBED IN THE ORIGINAL
 AH1195'DESCRIPTION HAVE BEEN REMOVED.
 AH1195'
 AH1195'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 AH1195'1 MILE E OF CENTER OF ARANSAS PASS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2178 ***********************************************************************
 AN2178  DESIGNATION -  HARD
 AN2178  PID         -  AN2178
 AN2178  STATE/COUNTY-  TX/GOLIAD
 AN2178  USGS QUAD   -  CHARCO (1987)
 AN2178
 AN2178                         *CURRENT SURVEY CONTROL
 AN2178  ___________________________________________________________________
 AN2178* NAD 83(1993)-  28 39 54.56324(N)    097 36 01.99342(W)     ADJUSTED  
 AN2178* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 AN2178  ___________________________________________________________________
 AN2178  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AN2178  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN2178
 AN2178  HORZ ORDER  -  FIRST
 AN2178
 AN2178.The horizontal coordinates were established by classical geodetic methods
 AN2178.and adjusted by the National Geodetic Survey in February 1996..
 AN2178
 AN2178.The orthometric height was scaled from a topographic map.
 AN2178
 AN2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2178
 AN2178.The geoid height was determined by GEOID03.
 AN2178
 AN2178;                    North         East     Units Scale Factor Converg.
 AN2178;SPC TXSC     - 4,093,008.538   736,784.957   MT  0.99993105   +0 41 08.2
 AN2178;SPC TXSC     -13,428,478.85  2,417,268.65   sFT  0.99993105   +0 41 08.2
 AN2178;UTM  14      - 3,171,689.956   636,750.329   MT  0.99983078   +0 40 17.1
 AN2178
 AN2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2178!SPC TXSC     -   0.99999105  x   0.99993105  =   0.99992211
 AN2178!UTM  14      -   0.99999105  x   0.99983078  =   0.99982184
 AN2178
 AN2178:                Primary Azimuth Mark                     Grid Az
 AN2178:SPC TXSC     -  HARD AZ MK                               113 58 29.1
 AN2178:UTM  14      -  HARD AZ MK                               113 59 20.2
 AN2178
 AN2178|---------------------------------------------------------------------|
 AN2178| PID    Reference Object                     Distance      Geod. Az  |
 AN2178|                                                           dddmmss.s |
 AN2178| CV4208 HARD AZ MK                                         1143937.3 |
 AN2178| CV4209 HARD RM 1                            25.334 METERS 17520     |
 AN2178| CV4210 HARD RM 2                            24.340 METERS 29742     |
 AN2178|---------------------------------------------------------------------|
 AN2178
 AN2178                          SUPERSEDED SURVEY CONTROL
 AN2178
 AN2178  NAD 83(1986)-  28 39 54.56898(N)    097 36 01.97673(W) AD(       ) 1
 AN2178  NAD 27      -  28 39 53.61100(N)    097 36 00.99100(W) AD(       ) 1
 AN2178
 AN2178.Superseded values are not recommended for survey control.
 AN2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2178.See file dsdata.txt to determine how the superseded data were derived.
 AN2178
 AN2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3675071690(NAD 83)
 AN2178_MARKER: DS = TRIANGULATION STATION DISK
 AN2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2178
 AN2178  HISTORY     - Date     Condition        Report By
 AN2178  HISTORY     - 1952     MONUMENTED       CGS
 AN2178  HISTORY     - 1963     GOOD             CGS
 AN2178
 AN2178                          STATION DESCRIPTION
 AN2178
 AN2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2178'THE STATION IS ABOUT 13.5 MILES WEST OF GOLIAD, 9.5 MILES
 AN2178'NORTH OF BERCLAIR AND 2.5 MILES WEST OF RIVERDALE.  THE STATION
 AN2178'SITE IS ON THE NORTHERN END OF A PROMINENT RIDGE NEAR THE
 AN2178'RANCH HOME OF J.W. DIAL.
 AN2178'
 AN2178'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183
 AN2178'AND U.S. HIGHWAY 59 IN GOLIAD, GO SOUTHWESTERLY ON U.S. HIGHWAY
 AN2178'59 FOR 5.9 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT ON FARM
 AN2178'ROAD 1351 AND GO 6 MILES TO A SIDE ROAD LEFT.  TURN LEFT, WEST,
 AN2178'ON A GRADED ROAD AND GO 2.3 MILES TO A Y-FORK.  TURN RIGHT
 AN2178'AND GO NORTHWESTERLY FOR 1.1 MILES TO A Y-FORK AND THE LOCATION
 AN2178'OF THE AZIMUTH MARK.  TURN LEFT, CONTINUE NORTHWESTERLY
 AN2178'FOR 0.5 MILE TO A CATTLE GUARD AND RANCH BUILDINGS ON THE
 AN2178'LEFT.  CONTINUE ON THE MAIN ROAD FOR 200 YARDS TO A SIDE
 AN2178'ROAD LEFT AND A FENCE CORNER.  TURN LEFT AND GO ABOUT 100
 AN2178'YARDS TO THE STATION SITE ON THE LEFT, EAST SIDE OF ROAD.
 AN2178'
 AN2178'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 AN2178'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 AN2178'THE DISK IS STAMPED HARD 1952.  IT IS LOCATED ABOUT 150
 AN2178'FEET NORTHWEST OF THE DIAL RANCH HOUSE.  130 FEET EAST OF A
 AN2178'NORTH-SOUTH FENCE LINE.  84 FEET NORTH OF THE NORTH GARDEN
 AN2178'FENCE LINE.  WEST OF TWO ISOLATED TREES, 50 FEET WEST-NORTHWEST
 AN2178'OF THE SOUTH TREE AND 42 FEET SOUTHWEST OF THE NORTH TREE.
 AN2178'AND 4 FEET SOUTH OF A WHITE WITNESS POST.
 AN2178'
 AN2178'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 AN2178'CONCRETE CYLINDER.  THE DISK IS STAMPED 1952 HARD NO 1, AND
 AN2178'PROJECTS 4 INCHES.  IT IS LOCATED 8 FEET EAST OF THE NORTHWEST
 AN2178'GARDEN FENCE CORNER, AND 1 FOOT NORTH OF THE NORTH GARDEN
 AN2178'FENCE LINE.
 AN2178'
 AN2178'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 AN2178'CONCRETE CYLINDER.  THE DISK IS STAMPED 1952 HARD NO 2, AND
 AN2178'PROJECTS 5 INCHES.  IT IS LOCATED 51 FEET EAST OF A NORTH - SOUTH
 AN2178'FENCE LINE.
 AN2178'
 AN2178'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 AN2178'SQUARE CONCRETE POST.  THE DISK IS STAMPED 1952 HARD, AND
 AN2178'FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 0.5 MILE
 AN2178'EAST-SOUTHEAST OF THE STATION.  100 FEET WEST-NORTHWEST OF THE
 AN2178'CENTER OF A ROAD FORK.  20 FEET SOUTH OF THE CENTER LINE
 AN2178'OF A TRACK ROAD.  AND 2 FEET WEST OF A WHITE WITNESS POST.
 AN2178'
 AN2178'THE AZIMUTH MARK WILL REQUIRE SOME CLEARING OR ELEVATION
 AN2178'OF THE SIGNAL TO BE VISIBLE AT THE STATION.
 AN2178'
 AN2178'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2178
 AN2178                          STATION RECOVERY (1963)
 AN2178
 AN2178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2178'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO.
 AN2178'1 WAS RECOVERED IN GOOD CONDITION, BUT NO. 2 IS IN POOR
 AN2178'CONDITION.  IT HAS BEEN UPROOTED BY A GRADER.  DIRECTIONS
 AN2178'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0257 ***********************************************************************
 BB0257  DESIGNATION -  HARD
 BB0257  PID         -  BB0257
 BB0257  STATE/COUNTY-  TX/PRESIDIO
 BB0257  USGS QUAD   -  PLATA NE (1983)
 BB0257
 BB0257                         *CURRENT SURVEY CONTROL
 BB0257  ___________________________________________________________________
 BB0257* NAD 83(1993)-  29 52 44.23639(N)    104 07 27.35884(W)     ADJUSTED  
 BB0257* NAVD 88     -      1347.     (meters)    4419.     (feet)  SCALED    
 BB0257  ___________________________________________________________________
 BB0257  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BB0257  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 BB0257
 BB0257  HORZ ORDER  -  SECOND
 BB0257
 BB0257.The horizontal coordinates were established by classical geodetic methods
 BB0257.and adjusted by the National Geodetic Survey in February 1996..
 BB0257
 BB0257.The orthometric height was scaled from a topographic map.
 BB0257
 BB0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0257
 BB0257.The geoid height was determined by GEOID03.
 BB0257
 BB0257;                    North         East     Units Scale Factor Converg.
 BB0257;SPC TXSC     - 4,237,554.101   105,183.486   MT  0.99990818   -2 30 37.6
 BB0257;SPC TXSC     -13,902,708.75    345,089.49   sFT  0.99990818   -2 30 37.6
 BB0257;UTM  13      - 3,305,694.630   584,566.470   MT  0.99968823   +0 26 10.6
 BB0257
 BB0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0257!SPC TXSC     -   0.99979188  x   0.99990818  =   0.99970008
 BB0257!UTM  13      -   0.99979188  x   0.99968823  =   0.99948017
 BB0257
 BB0257|---------------------------------------------------------------------|
 BB0257| PID    Reference Object                     Distance      Geod. Az  |
 BB0257|                                                           dddmmss.s |
 BB0257| CH9511 HARD RM 1                             7.997 METERS 05221     |
 BB0257| CH9510 HARD AZ MK                                         1723518.9 |
 BB0257| CH9512 HARD RM 2                             9.886 METERS 31707     |
 BB0257|---------------------------------------------------------------------|
 BB0257
 BB0257                          SUPERSEDED SURVEY CONTROL
 BB0257
 BB0257  NAD 83(1986)-  29 52 44.23002(N)    104 07 27.35519(W) AD(       ) 2
 BB0257  NAD 27      -  29 52 43.60600(N)    104 07 25.65100(W) AD(       ) 2
 BB0257
 BB0257.Superseded values are not recommended for survey control.
 BB0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0257.See file dsdata.txt to determine how the superseded data were derived.
 BB0257
 BB0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP8456605695(NAD 83)
 BB0257_MARKER: DS = TRIANGULATION STATION DISK
 BB0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0257
 BB0257  HISTORY     - Date     Condition        Report By
 BB0257  HISTORY     - 1942     MONUMENTED       CGS
 BB0257  HISTORY     - 1973     GOOD             ARCO
 BB0257
 BB0257                          STATION DESCRIPTION
 BB0257
 BB0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BB0257'BY AIR LINE DISTANCES THE STATION IS 32 MILES SSW OF MARFA,
 BB0257'AND 12-1/2 MILES NE OF SHAFTER.  IT IS ON A BARE PASTURE HILL,
 BB0257'LYING ON THE FIRST DIVIDE AND ABOUT 6 MILES W OF THE ALAMITO
 BB0257'CREEK, ABOUT 3/4 MILE N OF A STONE HOUSE AND WELL ON THE
 BB0257'DIVIDE.  THE WELL IS VISIBLE FROM THE VALLEY.
 BB0257'
 BB0257'SURFACE MARK IS A STANDARD DISK, STAMPED HARD 1942, SET
 BB0257'IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES
 BB0257'ABOVE THE GROUND.
 BB0257'
 BB0257'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE,
 BB0257'AS DESCRIBED IN NOTE 7A.
 BB0257'
 BB0257'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HARD NO.
 BB0257'1 1942, SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 BB0257'6 INCHES ABOVE THE GROUND.
 BB0257'
 BB0257'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HARD NO.
 BB0257'2 1942, SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 BB0257'4 INCHES ABOVE THE GROUND.
 BB0257'
 BB0257'THE AZIMUTH MARK IS 30 FEET NNW OF THE WATER TANK AT THE
 BB0257'WELL ON THE DIVIDE AND 18 FEET SW OF THE ROAD.  IT IS A
 BB0257'STANDARD DISK, STAMPED HARD 1942, SET IN THE TOP OF A SQUARE
 BB0257'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 BB0257'
 BB0257'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF THE
 BB0257'MAIN STREET AND U.S. HIGHWAY 90 IN MARFA, GO S ON THE STATE
 BB0257'HIGHWAY TOWARD SHAFTER 7.0 MILES, TAKE THE LEFT FORK OFF
 BB0257'THE HIGHWAY AND GO SE AND S ON THE ALAMITO CREEK ROAD, GRADED,
 BB0257'22.5 MILES TO A ROAD THAT FORKS RIGHT OFF THE MAIN ROAD.
 BB0257'TAKE THIS RIGHT FORK AND GO S 2.4 MILES TO A GATE AT A CORNER
 BB0257'WHERE TWO FENCES JOIN.  PASS THROUGH THIS GATE IN THE E-W
 BB0257'FENCE AND CONTINUE S ALONG THE E SIDE OF THE N-S FENCE 0.5
 BB0257'MILE TO ANOTHER GATE AT A JOG IN THE FENCE.  GO THROUGH THIS
 BB0257'GATE AND CONTINUE S AND SW 0.3 MILE, TAKE RIGHT FORK 0.2
 BB0257'MILE TO THE HARD RANCH HOUSE, PASS TO THE RIGHT OF THE
 BB0257'HOUSE AND AROUND THE ADOBE GARAGE AND GO W ON A TRACK ROAD
 BB0257'3.7 MILES.  PASS THROUGH A GATE N OF A WELL AND TANKS,
 BB0257'AND CONTINUE W 1.7 MILES TO THE TOP OF THE DIVIDE NE OF THE
 BB0257'WELL ON THE DIVIDE.  TAKE THE RIGHT FORK AND FOLLOW THE
 BB0257'ROAD N ALONG THE DIVIDE 0.6 MILE.  BEAR RIGHT, E, OFF
 BB0257'THE ROAD ABOUT 50 YARDS TO THE TOP OF THE HILL AND THE
 BB0257'STATION.
 BB0257
 BB0257                          STATION RECOVERY (1973)
 BB0257
 BB0257'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1973 (OWC)
 BB0257'HARD 1942 - GOOD
 BB0257'
 BB0257'HARD NO. 1 1942 - GOOD
 BB0257'
 BB0257'HARD NO. 2 1942 - GOOD
 BB0257'
 BB0257'HARD 1942 AZIMUTH - GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1002 ***********************************************************************
 GK1002  DESIGNATION -  HARD
 GK1002  PID         -  GK1002
 GK1002  STATE/COUNTY-  TX/LIPSCOMB
 GK1002  USGS QUAD   -  BARTON CORNERS (1972)
 GK1002
 GK1002                         *CURRENT SURVEY CONTROL
 GK1002  ___________________________________________________________________
 GK1002* NAD 83(1993)-  36 12 10.06188(N)    100 26 44.06936(W)     ADJUSTED  
 GK1002* NAVD 88     -       843.     (meters)    2766.     (feet)  SCALED    
 GK1002  ___________________________________________________________________
 GK1002  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 GK1002  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 GK1002
 GK1002  HORZ ORDER  -  THIRD
 GK1002
 GK1002.The horizontal coordinates were established by classical geodetic methods
 GK1002.and adjusted by the National Geodetic Survey in February 1996..
 GK1002
 GK1002.The orthometric height was scaled from a topographic map.
 GK1002
 GK1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1002
 GK1002.The geoid height was determined by GEOID03.
 GK1002
 GK1002;                    North         East     Units Scale Factor Converg.
 GK1002;SPC TX N     - 1,244,886.064   294,825.498   MT  1.00000460   +0 36 39.9
 GK1002;SPC TX N     - 4,084,263.69    967,273.32   sFT  1.00000460   +0 36 39.9
 GK1002;UTM  14      - 4,007,410.182   370,043.956   MT  0.99980809   -0 51 14.2
 GK1002
 GK1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1002!SPC TX N     -   0.99987205  x   1.00000460  =   0.99987665
 GK1002!UTM  14      -   0.99987205  x   0.99980809  =   0.99968017
 GK1002
 GK1002|---------------------------------------------------------------------|
 GK1002| PID    Reference Object                     Distance      Geod. Az  |
 GK1002|                                                           dddmmss.s |
 GK1002| CK9799 HARD RM 1                             9.992 METERS 17339     |
 GK1002| CK9798 HARD AZ MK                                         2613506.1 |
 GK1002| CK9800 HARD RM 2                             9.671 METERS 35343     |
 GK1002|---------------------------------------------------------------------|
 GK1002
 GK1002                          SUPERSEDED SURVEY CONTROL
 GK1002
 GK1002  NAD 83(1993)-  36 12 10.06212(N)    100 26 44.06933(W) AD(       ) 3
 GK1002  NAD 83(1986)-  36 12 10.06817(N)    100 26 44.05774(W) AD(       ) 3
 GK1002  NAD 27      -  36 12 09.93400(N)    100 26 42.56300(W) AD(       ) 3
 GK1002
 GK1002.Superseded values are not recommended for survey control.
 GK1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1002.See file dsdata.txt to determine how the superseded data were derived.
 GK1002
 GK1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF7004407410(NAD 83)
 GK1002_MARKER: DS = TRIANGULATION STATION DISK
 GK1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1002
 GK1002  HISTORY     - Date     Condition        Report By
 GK1002  HISTORY     - 1952     MONUMENTED       CGS
 GK1002  HISTORY     - 1961     GOOD             CGS
 GK1002
 GK1002                          STATION DESCRIPTION
 GK1002
 GK1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1002'STATION IS LOCATED ABOUT 10 MILES WEST SOUTHWEST OF LIPSCOMB,
 GK1002'18 MILES SOUTH SOUTHEAST OF BOOKER, AND 2.5 MILES SOUTHEAST OF
 GK1002'THE CONFLUENCE OF BUFFALO CREEK AND WOLF CREEK ON THE HIGHEST
 GK1002'PART OF A FLAT TOPPED KNOLL.
 GK1002'
 GK1002'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD STATION IN
 GK1002'BOOKER GO EAST FOR 0.4 MILE TO FARM ROAD 1265.  TURN RIGHT,
 GK1002'ONTO FARM ROAD 1265, AND GO SOUTH FOR 17.7 MILES TO A SIDE
 GK1002'ROAD ON THE LEFT, THAT LEADS TO A WINDMILL AND CORRAL, AND A RED
 GK1002'CATTLE GUARD ON THE RIGHT.  TURN LEFT AND GO EAST FOR 4.25
 GK1002'MILES TO THE AZIMUTH MARK ON THE RIGHT (SOUTH) SIDE OF THE ROAD.
 GK1002'CONTINUE EAST FOR 0.4 MILE TO A POINT OPPOSITE THE SOUTH SIDE
 GK1002'OF KNOLL.  TURN LEFT (NORTH) AND GO 0.05 MILE TO HIGHEST
 GK1002'PART OF KNOLL AND STATION.
 GK1002'
 GK1002'STATION, STAMPED HARD 1952, IS A STANDARD USC AND GS BRONZE
 GK1002'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 GK1002'ABOUT 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND.
 GK1002'
 GK1002'AZIMUTH MARK, STAMPED HARD 1952, IS A STANDARD USC AND GS BRONZE
 GK1002'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 GK1002'ABOUT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 8 INCHES ABOVE
 GK1002'THE GROUND.  IT IS 30.5 FEET SOUTH OF THE CENTER LINE OF
 GK1002'DIRT ROAD AND ABOUT 2.5 FEET HIGHER THAN THE ROAD.
 GK1002'
 GK1002'R.M. 1, STAMPED HARD NO 1 1952, IS A STANDARD USC AND GS BRONZE
 GK1002'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS ABOUT
 GK1002'12 INCHES IN DIAMETER AND THAT PROJECTS ABOUT 4 INCHES ABOVE
 GK1002'THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GK1002'
 GK1002'R.M. 2, STAMPED HARD NO 2 1952, IS A STANDARD USC AND GS
 GK1002'BRONZE DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 GK1002'IS ABOUT 12 INCHES IN DIAMETER AND THAT PROJECTS ABOUT 8
 GK1002'INCHES ABOVE THE GROUND.  IT IS ABOUT 6 INCHES HIGHER THAN
 GK1002'THE STATION.
 GK1002
 GK1002                          STATION RECOVERY (1961)
 GK1002
 GK1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 GK1002'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 GK1002'MARK WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GK1002'DIRECTIONS FOR PROCEEDING TO THE STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0573 ***********************************************************************
 EM0573  DESIGNATION -  HARDEMAN 2
 EM0573  PID         -  EM0573
 EM0573  STATE/COUNTY-  TX/HARDEMAN
 EM0573  USGS QUAD   -  GOODLETT (1990)
 EM0573
 EM0573                         *CURRENT SURVEY CONTROL
 EM0573  ___________________________________________________________________
 EM0573* NAD 83(1993)-  34 21 57.73569(N)    099 59 48.11475(W)     ADJUSTED  
 EM0573* NAVD 88     -       504.919  (meters)    1656.56   (feet)  ADJUSTED  
 EM0573  ___________________________________________________________________
 EM0573  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EM0573  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 EM0573  DYNAMIC HT  -         504.349 (meters)    1654.68  (feet)  COMP
 EM0573  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 EM0573
 EM0573  HORZ ORDER  -  SECOND
 EM0573  VERT ORDER  -  FIRST     CLASS II
 EM0573
 EM0573.The horizontal coordinates were established by classical geodetic methods
 EM0573.and adjusted by the National Geodetic Survey in February 1996..
 EM0573
 EM0573.The orthometric height was determined by differential leveling
 EM0573.and adjusted by the National Geodetic Survey in June 1991..
 EM0573
 EM0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0573
 EM0573.The geoid height was determined by GEOID03.
 EM0573
 EM0573.The dynamic height is computed by dividing the NAVD 88
 EM0573.geopotential number by the normal gravity value computed on the
 EM0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0573.degrees latitude (g = 980.6199 gals.).
 EM0573
 EM0573.The modeled gravity was interpolated from observed gravity values.
 EM0573
 EM0573;                    North         East     Units Scale Factor Converg.
 EM0573;SPC TXNC     - 2,300,343.615   462,309.684   MT  1.00013589   -0 48 58.6
 EM0573;SPC TXNC     - 7,547,044.01  1,516,761.02   sFT  1.00013589   -0 48 58.6
 EM0573;SPC TX N     - 1,041,660.182   338,289.091   MT  1.00007792   +0 52 16.4
 EM0573;SPC TX N     - 3,417,513.45  1,109,870.13   sFT  1.00007792   +0 52 16.4
 EM0573;UTM  14      - 3,803,192.717   408,352.035   MT  0.99970353   -0 33 45.6
 EM0573
 EM0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0573!SPC TXNC     -   0.99992520  x   1.00013589  =   1.00006108
 EM0573!SPC TX N     -   0.99992520  x   1.00007792  =   1.00000312
 EM0573!UTM  14      -   0.99992520  x   0.99970353  =   0.99962875
 EM0573
 EM0573|---------------------------------------------------------------------|
 EM0573| PID    Reference Object                     Distance      Geod. Az  |
 EM0573|                                                           dddmmss.s |
 EM0573| EM1002 HARDEMAN                             70.939 METERS 01535     |
 EM0573| CX8233 HARDEMAN 2 RM 4                      15.543 METERS 12729     |
 EM0573| CX8234 HARDEMAN 2 RM 5                      14.440 METERS 28212     |
 EM0573| EN0686 CHILDRESS VUMORE TV MAST            APPROX.19.6 KM 2832111.7 |
 EM0573| EN0690 CHILDRESS MUN TANK                  APPROX.21.6 KM 2913938.8 |
 EM0573| EM1006 HARDEMAN CHILDRESS CO LN POST       107.501 METERS 29742     |
 EM0573| EN0678 RED RIVER LONGITUDE 1923            APPROX. 1.1 KM 3061854.0 |
 EM0573|---------------------------------------------------------------------|
 EM0573
 EM0573                          SUPERSEDED SURVEY CONTROL
 EM0573
 EM0573  NAD 83(1993)-  34 21 57.73592(N)    099 59 48.11475(W) AD(       ) 2
 EM0573  NAD 83(1986)-  34 21 57.74103(N)    099 59 48.10684(W) AD(       ) 2
 EM0573  NAD 27      -  34 21 57.50042(N)    099 59 46.73417(W) AD(       ) 2
 EM0573
 EM0573.Superseded values are not recommended for survey control.
 EM0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0573.See file dsdata.txt to determine how the superseded data were derived.
 EM0573
 EM0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0835203193(NAD 83)
 EM0573_MARKER: DS = TRIANGULATION STATION DISK
 EM0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0573_SP_SET: CONCRETE POST
 EM0573_STAMPING: HARDEMAN 2 1970
 EM0573_MARK LOGO: NGS   
 EM0573_PROJECTION: PROJECTING 1 CENTIMETERS
 EM0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0573+STABILITY: SURFACE MOTION
 EM0573
 EM0573  HISTORY     - Date     Condition        Report By
 EM0573  HISTORY     - 1970     MONUMENTED       NGS
 EM0573  HISTORY     - 1984     GOOD             NGS
 EM0573
 EM0573                          STATION DESCRIPTION
 EM0573
 EM0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EM0573'THE STATION IS ABOUT 12 MILES EAST OF CHILDRESS, 3-1/2 MILES EAST OF
 EM0573'THE VILLAGE OF KIRKLAND, ALONG THE SOUTH SIDE OF U.S. HIGHWAY 287,
 EM0573'BETWEEN HIGHWAY AND RAILROAD TRACKS, ON RAILROAD LAND.
 EM0573'
 EM0573'TO REACH STATION FROM THE COURTHOUSE IN CHILDRESS, GO EASTERLY, ON
 EM0573'U.S. HIGHWAY 287 FOR 9.1 MILES TO JUNCTION OF F.M. HIGHWAY 1033 IN
 EM0573'KIRKLAND, CONTINUE ON U.S. HIGHWAY 287 FOR 3.0 MILES TO A DRIVEWAY
 EM0573'ON THE LEFT.  (TURN LEFT, GO 0.1 MILE TO AZIMUTH MARK AT BACK OF
 EM0573'FARM HOUSE.) CONTINUE ON HIGHWAY 0.6 MILE TO STATION ON THE
 EM0573'RIGHT.
 EM0573'
 EM0573'STATION MARKS ARE STANDARD DISKS, STAMPED HARDEMAN 2 1970.  THE
 EM0573'SURFACE DISK IS SET IN A 12 INCH X 12 INCH CONCRETE POST WHICH
 EM0573'PROJECTS 4 INCHES ABOVE THE SURFACE OF GROUND.  IT IS 88 FEET SOUTH
 EM0573'OF THE EAST BOUND HIGHWAY CENTER LINE, 46 FEET NORTH RAIL OF RAILROAD
 EM0573'TRACKS, 59 FEET SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE POST,
 EM0573'41 FEET SOUTHWEST OF THE CENTER OF A CONCRETE MANHOLE, AND 4.4 FEET
 EM0573'SOUTHWEST OF A METAL WITNESS POST.  UNDERGROUND STATION DISK IS
 EM0573'SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW SURFACE OF
 EM0573'GROUND.
 EM0573'
 EM0573'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED HARDEMAN 2 NO 4 1970,
 EM0573'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 EM0573'GROUND.  IT IS 100 FEET SOUTH OF THE EAST BOUND HIGHWAY CENTER
 EM0573'LINE, 41 FEET SOUTHEAST OF THE CENTER OF MANHOLE, AND 34 FEET NORTH
 EM0573'OF NORTH RAIL OF RAILROAD TRACKS.
 EM0573'
 EM0573'REFERENCE MARK NO. 5, A STANDARD DISK, STAMPED HARDEMAN 2 NO 5 1970,
 EM0573'IS SET IN A ROUND CONCRETE POST FLUSH WITH SURFACE OF GROUND.  IT IS
 EM0573'97 FEET SOUTH OF THE EAST BOUND HIGHWAY CENTER LINE, 48 FEET SOUTH
 EM0573'OF THE TELEPHONE CABLE POST, AND 37 FEET NORTH OF NORTH RAIL OF
 EM0573'RAILROAD.
 EM0573'
 EM0573'AZIMUTH MARK IS TRIANGULATION STATION RED RIVER LONGITUDE 1902.  IT
 EM0573'IS A STANDARD DISK, STAMPED RED RIVER LONGITUDE 1902, SET IN A 1-1/2
 EM0573'BY 2 FEET CONCRETE BLOCK THAT PROJECTS 2 FEET ABOVE THE GROUND.  IT
 EM0573'IS 146 FEET WEST OF A FIELD ROAD, AND 155 FEET NORTH OF THE NORTHWEST
 EM0573'CORNER OF A FARM BUILDING.
 EM0573
 EM0573                          STATION RECOVERY (1984)
 EM0573
 EM0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0573'22.5 KM (14.0 MI) SE FROM CHILDRESS.
 EM0573'22.5 KM (14.0 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EM0573'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 25.4 M (83.3 FT) SOUTHEAST
 EM0573'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 14.4 M
 EM0573'(47.2 FT) NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 EM0573'RAILROAD, AND 12.5 M (41.0 FT) WEST OF THE CENTER OF A MANHOLE.
 EM0573'THE MARK IS 1.3 METERS  NW FROM A WITNESS POST.
 EM0573'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1127 ***********************************************************************
 CA1127  DESIGNATION -  HARDEN
 CA1127  PID         -  CA1127
 CA1127  STATE/COUNTY-  TX/CONCHO
 CA1127  USGS QUAD   -  EDEN (1970)
 CA1127
 CA1127                         *CURRENT SURVEY CONTROL
 CA1127  ___________________________________________________________________
 CA1127* NAD 83(1993)-  31 11 45.59807(N)    099 50 33.04911(W)     ADJUSTED  
 CA1127* NAVD 88     -       634.3    (meters)    2081.     (feet)  VERTCON   
 CA1127  ___________________________________________________________________
 CA1127  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CA1127  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CA1127
 CA1127  HORZ ORDER  -  SECOND
 CA1127
 CA1127.The horizontal coordinates were established by classical geodetic methods
 CA1127.and adjusted by the National Geodetic Survey in February 1996..
 CA1127
 CA1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1127
 CA1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1127
 CA1127.The geoid height was determined by GEOID03.
 CA1127
 CA1127;                    North         East     Units Scale Factor Converg.
 CA1127;SPC TX C     - 3,169,637.941   746,773.808   MT  0.99988749   +0 15 10.1
 CA1127;SPC TX C     -10,399,053.81  2,450,040.40   sFT  0.99988749   +0 15 10.1
 CA1127;UTM  14      - 3,451,629.622   419,732.169   MT  0.99967947   -0 26 11.1
 CA1127
 CA1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1127!SPC TX C     -   0.99990412  x   0.99988749  =   0.99979162
 CA1127!UTM  14      -   0.99990412  x   0.99967947  =   0.99958362
 CA1127
 CA1127:                Primary Azimuth Mark                     Grid Az
 CA1127:SPC TX C     -  KELLY                                    044 33 59.8
 CA1127:UTM  14      -  KELLY                                    045 15 21.0
 CA1127
 CA1127|---------------------------------------------------------------------|
 CA1127| PID    Reference Object                     Distance      Geod. Az  |
 CA1127|                                                           dddmmss.s |
 CA1127| CA1130 KELLY                               APPROX. 3.2 KM 0444909.9 |
 CA1127| CV4212 HARDEN RM 2                          15.237 METERS 18003     |
 CA1127| CV4211 HARDEN RM 1                          15.372 METERS 35959     |
 CA1127|---------------------------------------------------------------------|
 CA1127
 CA1127                          SUPERSEDED SURVEY CONTROL
 CA1127
 CA1127  NAD 83(1986)-  31 11 45.60528(N)    099 50 33.03482(W) AD(       ) 2
 CA1127  NAD 27      -  31 11 45.00876(N)    099 50 31.77672(W) AD(       ) 2
 CA1127  NGVD 29 (07/19/86)  634.2    (m)         2081.     (f) VERT ANG       
 CA1127
 CA1127.Superseded values are not recommended for survey control.
 CA1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1127.See file dsdata.txt to determine how the superseded data were derived.
 CA1127
 CA1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1973251630(NAD 83)
 CA1127_MARKER: DD = SURVEY DISK
 CA1127_SETTING: 0 = UNSPECIFIED SETTING
 CA1127
 CA1127  HISTORY     - Date     Condition        Report By
 CA1127  HISTORY     - 1971     MONUMENTED       USGS
 CA1127  HISTORY     - 19991231 POOR             USPSQD
 CA1127
 CA1127                          STATION DESCRIPTION
 CA1127
 CA1127'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1127'THE STATION IS LOCATED SOUTH 8 DEG EAST 1 MILE AIRLINE FROM
 CA1127'EDEN, TEXAS, ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 83.
 CA1127'47 FEET EAST OF CENTER LINE OF HIGHWAY AND 90 FEET SOUTH OF
 CA1127'FENCE WEST.
 CA1127'
 CA1127'TO REACH FROM EDEN, TEXAS, GO 1.4 MILES SOUTH OF U.S. HIGHWAY
 CA1127'83 TO TOP OF HILL AND STATION SITE ON THE LEFT.  3 FEET
 CA1127'WEST OF EAST RIGHT-OF-WAY FENCE, AND 5 FEET NORTHWEST OF
 CA1127'USGS WITNESS SIGN MOUNTED ON THE EAST RIGHT-OF-WAY FENCE.
 CA1127'
 CA1127'STATION MARK AND THE TWO REFERENCE MARKS ARE ALL STANDARD
 CA1127'BRONZE TABLETS, SOLDERED TO COPPER COATED STEEL RODS, CENTERED
 CA1127'IN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED
 CA1127'WITH GRAVEL.  THE TABLETS ARE FLUSH WITH THE GROUND.
 CA1127'
 CA1127'STATION MARK--THE ROD IS DRIVEN TO REFUSAL 5.5 FEET, TABLET
 CA1127'STAMPED HARDEN ET 1971.
 CA1127'
 CA1127'REFERENCE MARK NO. 1--THE ROD IS DRIVEN TO REFUSAL 5.0 FEET,
 CA1127'TABLET STAMPED HARDEN NO. 1 1971.
 CA1127'
 CA1127'REFERENCE MARK NO. 2--THE ROD IS DRIVEN TO REFUSAL 4.5 FEET,
 CA1127'TABLET STAMPED HARDEN NO. 2 1971.
 CA1127'
 CA1127'STATION KELLY ET 1971 IS VISIBLE FROM THE GROUND AT THIS
 CA1127'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1127'
 CA1127'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 CA1127
 CA1127                          STATION RECOVERY (1999)
 CA1127
 CA1127'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1127'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0418 ***********************************************************************
 AH0418  DESIGNATION -  HARDPAN
 AH0418  PID         -  AH0418
 AH0418  STATE/COUNTY-  TX/NUECES
 AH0418  USGS QUAD   -  PITA ISLAND (1975)
 AH0418
 AH0418                         *CURRENT SURVEY CONTROL
 AH0418  ___________________________________________________________________
 AH0418* NAD 83(1993)-  27 33 45.36784(N)    097 19 28.85623(W)     ADJUSTED  
 AH0418* NAVD 88     -         2.295  (meters)       7.53   (feet)  ADJUSTED  
 AH0418  ___________________________________________________________________
 AH0418  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AH0418  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AH0418  DYNAMIC HT  -           2.291 (meters)       7.52  (feet)  COMP
 AH0418  MODELED GRAV-     979,121.1   (mgal)                       NAVD 88
 AH0418
 AH0418  HORZ ORDER  -  SECOND
 AH0418  VERT ORDER  -  SECOND    CLASS 0
 AH0418
 AH0418.The horizontal coordinates were established by classical geodetic methods
 AH0418.and adjusted by the National Geodetic Survey in February 1996..
 AH0418
 AH0418.The orthometric height was determined by differential leveling
 AH0418.and adjusted by the National Geodetic Survey in June 1991..
 AH0418
 AH0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0418
 AH0418.The geoid height was determined by GEOID03.
 AH0418
 AH0418.The dynamic height is computed by dividing the NAVD 88
 AH0418.geopotential number by the normal gravity value computed on the
 AH0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0418.degrees latitude (g = 980.6199 gals.).
 AH0418
 AH0418.The modeled gravity was interpolated from observed gravity values.
 AH0418
 AH0418;                    North         East     Units Scale Factor Converg.
 AH0418;SPC TX S     - 5,210,597.605   416,061.545   MT  0.99994265   +0 32 01.0
 AH0418;SPC TX S     -17,095,102.31  1,365,028.59   sFT  0.99994265   +0 32 01.0
 AH0418;UTM  14      - 3,049,870.198   665,395.360   MT  0.99993767   +0 46 31.4
 AH0418
 AH0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0418!SPC TX S     -   1.00000369  x   0.99994265  =   0.99994634
 AH0418!UTM  14      -   1.00000369  x   0.99993767  =   0.99994136
 AH0418
 AH0418:                Primary Azimuth Mark                     Grid Az
 AH0418:SPC TX S     -  ENCINA SOLA WINDMILL                     005 18 04.8
 AH0418:UTM  14      -  ENCINA SOLA WINDMILL                     005 03 34.4
 AH0418
 AH0418|---------------------------------------------------------------------|
 AH0418| PID    Reference Object                     Distance      Geod. Az  |
 AH0418|                                                           dddmmss.s |
 AH0418| AH1274 ENCINA SOLA WINDMILL                APPROX. 2.9 KM 0055005.8 |
 AH0418| AH1256 CORPUS CHRI WALDRON FLD TWR         APPROX. 7.7 KM 0085348.8 |
 AH0418| AH1241 FLOUR BLUFF SCHOOL CUPOLA           APPROX. 9.8 KM 0164510.1 |
 AH0418| AH0417 HARDPAN AZ MK                                      0172404.0 |
 AH0418| AH1296 NATANZA WINDMILL                    APPROX. 1.3 KM 0202201.3 |
 AH0418| CV3271 HARDPAN RM                                         03154     |
 AH0418| AH1208 CORPUS CHRI P ISABEL RG A R LT      APPROX. 9.2 KM 0580342.1 |
 AH0418| AH0419 HARDPAN RM 1                         25.332 METERS 09855     |
 AH0418| AH1278 NUECES KLEBERG CO LINE POST         193.181 METERS 18937     |
 AH0418| AH1282 YERBA ANIS WINDMILL                 APPROX. 5.6 KM 2030749.8 |
 AH0418| AH1277 NO 48 USE 1939                      140.331 METERS 22429     |
 AH0418| AH1288 HACHA WINDMILL                      APPROX. 3.6 KM 2360850.2 |
 AH0418| AH0420 HARDPAN RM 2                         18.787 METERS 35123     |
 AH0418|---------------------------------------------------------------------|
 AH0418
 AH0418                          SUPERSEDED SURVEY CONTROL
 AH0418
 AH0418  NAD 83(1986)-  27 33 45.37863(N)    097 19 28.83157(W) AD(       ) 2
 AH0418  NAD 27      -  27 33 44.23700(N)    097 19 27.86200(W) AD(       ) 2
 AH0418  NGVD 29 (??/??/92)    2.447  (m)            8.03   (f) ADJ UNCH    2 0
 AH0418
 AH0418.Superseded values are not recommended for survey control.
 AH0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0418.See file dsdata.txt to determine how the superseded data were derived.
 AH0418
 AH0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6539549870(NAD 83)
 AH0418_MARKER: DB = BENCH MARK DISK
 AH0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0418_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0418+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1989
 AH0418
 AH0418  HISTORY     - Date     Condition        Report By
 AH0418  HISTORY     - 1912     MONUMENTED       CGS
 AH0418  HISTORY     - 1939     GOOD             CGS
 AH0418  HISTORY     - 1942     GOOD             CGS
 AH0418  HISTORY     - 1949     GOOD             CGS
 AH0418  HISTORY     - 1949     GOOD             CGS
 AH0418  HISTORY     - 1949     GOOD             NGS
 AH0418  HISTORY     - 1968     GOOD             CGS
 AH0418  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AH0418  HISTORY     - 1979     GOOD             NGS
 AH0418  HISTORY     - 1980     GOOD             NGS
 AH0418  HISTORY     - 19890902 GOOD
 AH0418  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0418
 AH0418                          STATION DESCRIPTION
 AH0418
 AH0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH0418'THE STATION IS LOCATED ON THE W SHORE OF LAGUNA MADRE, 65 METERS
 AH0418'(213 FEET) FROM THE WATER AND ABOUT 3-1/4 MILES BELOW PEAT
 AH0418'ISLAND, AND 1 MILE SOUTHERLY FROM THE OLD BARNES HOUSE.  IT IS
 AH0418'ABOUT 600 METERS (1,968 FEET) N OF A POND WHICH LIES JUST BACK
 AH0418'OF A ROUNDING POINT IN THE SHORE LINE AND ON LAND ABOUT 8 OR
 AH0418'10 FEET ABOVE THE WATER.  SURFACE AND UNDERGROUND MARKS ARE
 AH0418'STANDARD BRONZE DISKS IN CONCRETE.
 AH0418'
 AH0418'TRENCHES ABOUT 1-1/2 FEET DEEP AND 2 FEET WIDE WERE DUG OUT
 AH0418'FROM THE STATION IN N, E, S, AND W DIRECTIONS TO SERVE AS
 AH0418'REFERENCE OR WITNESS MARKS, EXCEPT THE TRENCHES ARE PARALLEL
 AH0418'AND NORMAL TO THE BEACH.
 AH0418'
 AH0418'THE REFERENCE MARK IS A CYLINDER OF CONCRETE ABOUT 3 FEET LONG
 AH0418'FROM THE CENTER OF THE TOP OF WHICH PROJECTS THE POINT OF A
 AH0418'LARGE NAIL, WHICH IS 20.84 METERS (68.4 FEET) FROM THE STATION
 AH0418'N 31 DEG 54 MIN E.  OTHER BEARINGS ARE--TO
 AH0418'END OF FENCE IN WATER ABOUT 400 METERS (1,312 FEET), S 02 DEG
 AH0418'42 MIN W.  TO MOTTE (1 MILE DISTANT), S 36 DEG 31 MIN W.  TO MOTTE
 AH0418'350 METERS (1,148 FEET), S 49 DEG 28 MIN W.  S CABLE BARNES HOUSE,
 AH0418'N 01 DEG 20 MIN W.
 AH0418
 AH0418                          STATION RECOVERY (1939)
 AH0418
 AH0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH0418'STATION HARDPAN IS LOCATED 230 FEET W OF SHORE OF LAGUNA MADRE
 AH0418'ABOUT 16 MILES S OF CORPUS CHRISTI, JUST N OF NUECES-KLEBERG
 AH0418'COUNTY LINE ON THE LAURELES SECTION OF THE KING RANCH.  IT IS ON
 AH0418'ABOUT THE CENTER LINE OF THE PROPOSED ROUTE OF THE INTER-COASTAL
 AH0418'CANAL.
 AH0418'
 AH0418'STATION IS MARKED WITH A STANDARD UNSTAMPED DISK SET IN AN
 AH0418'IRREGULAR MASS OF CONCRETE.
 AH0418'
 AH0418'THE OLD REFERENCE MARK HAS BEEN DESTROYED, AND TWO NEW ONES,
 AH0418'STANDARD DISKS IN CONCRETE, WERE ESTABLISHED
 AH0418'AND STAMPED HARDPAN, 1912-1939.
 AH0418'
 AH0418'AZIMUTH MARK, STAMPED HARDPAN 1912-1939 IS ABOUT
 AH0418'0.3 MILE N OF THE STATION, JUST W OF A TRAIL ROAD, AND 230 FEET
 AH0418'W OF SHORE OF LAGUNA MADRE.
 AH0418'
 AH0418'THE NUECES-KLEBERG COUNTY LINE MARKER TIED IN, IS A CEDAR POST
 AH0418'WITH A NAIL IN CENTER OF TOP.  AN N IS CUT IN THE N SIDE OF
 AH0418'THE POST AND A K IN THE S SIDE.
 AH0418'
 AH0418'A TRUCK CAN BE DRIVEN TO STATION ALONG W SHORE OF LAGUNA MADRE
 AH0418'PROVIDED PERMISSION IS OBTAINED FROM KING RANCH OFFICIALS.
 AH0418
 AH0418                          STATION RECOVERY (1942)
 AH0418
 AH0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AH0418'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AH0418'DESCRIPTION WERE NOT AVAILABLE TO FIELD PARTIES AT THE TIME
 AH0418'STATION WAS RECOVERED.
 AH0418'
 AH0418'STATION IS LOCATED ABOUT 220.0 FEET W OF THE W SHORE
 AH0418'OF LAGUNA MADRE BAY, ON THE PROPERTY OF THE KING RANCH,
 AH0418'ABOUT 0.2 MILE S OF NE CORNER OF FLYING FIELD NO. 41, ABOUT 300.0
 AH0418'FEET E OF THE CENTER LINE OF DIRT ROAD.  THE MONUMENT PROJECTS
 AH0418'ABOUT 0.6 FOOT.  NO STAMPING OF STATION TABLET.  A 4- BY 4-INCH
 AH0418'WOODEN MARKER POST WAS SET 3.0 FEET N OF STATION.
 AH0418'
 AH0418'REFERENCE MARK NO. 2 IS ABOUT 270.0 FEET E OF THE CENTER LINE
 AH0418'OF DIRT ROAD, ABOUT 250.0 FEET W OF THE W SHORE OF LAGUNA
 AH0418'MADRE BAY AND 61.7 FEET NORTHWESTERLY FROM THE STATION.
 AH0418'REFERENCE MARK NO. 2 IS STAMPED HARDPAN NO. 2 1939.  THE
 AH0418'MONUMENT PROJECTS 0.9 FOOT.
 AH0418'
 AH0418'REFERENCE MARK NO. 1 IS ABOUT 380.0 FEET E OF THE
 AH0418'CENTER LINE OF DIRT ROAD, ABOUT 140.0 FEET W OF THE W SHORE OF
 AH0418'LAGUNA MADRE BAY AND 83.1 FEET EASTERLY FROM THE STATION.
 AH0418'REFERENCE MARK NO. 1 IS STAMPED HARDPAN NO. 1 1939.  THE
 AH0418'MONUMENT PROJECTS 1.0 FOOT.
 AH0418'
 AH0418'AZIMUTH MARK IS ABOUT 0.2 MILE N OF THE STATION, ABOUT 240.0
 AH0418'FEET NE OF THE NE CORNER OF FLYING FIELD NO. 41, ABOUT 200.0
 AH0418'FEET W OF THE W SHORE OF LAGUNA MADRE BAY, ABOUT 90.0 FEET
 AH0418'E OF THE CENTER LINE OF DIRT ROAD AND 3.0 FEET S OF A 4- BY
 AH0418'4-INCH WOODEN MARKER POST.
 AH0418'
 AH0418'STATION IS REACHED BY TRAVELING ABOUT 22.2 MILES SOUTHEASTERLY
 AH0418'ALONG ROADS TO LAGUNA MADRE BAY FROM THE TEX. MEX RAILROAD
 AH0418'STATION AT CORPUS CHRISTI.
 AH0418
 AH0418                          STATION RECOVERY (1949)
 AH0418
 AH0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH0418'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 AH0418'CONDITION.  THE AZIMUTH AND REFERENCE MARKS WERE STAMPED 1939,
 AH0418'NOT 1912-1939.  THE DISTANCE TO U.S.E.
 AH0418'NO. 48 WAS FOUND TO BE 459.3 FT., NOT 460.4 FT.  NEW DESCRIPTION
 AH0418'FOLLOWS--
 AH0418'
 AH0418'STATION IS LOCATED ABOUT 20 MILES SSE OF CORPUS CHRISTI, 9.5
 AH0418'MILES SSW OF THE NAVAL AIR STATION, ON THE WEST SHORE OF
 AH0418'LAGUNA MADRE, AND ON THE LAURELES DIVISION OF THE KING RANCH.
 AH0418'STATION IS 320 FT. ESE OF THE CENTERLINE OF THE BLACK-TOP ROAD,
 AH0418'210 FT. WNW OF THE SHORE OF LAGUNA MADRE, 0.4 MILES NE OF THE
 AH0418'ENTRANCE GATE TO FORMER FLYING FIELD NO. 41, ABOUT 0.2 MILES
 AH0418'S OF THE NE CORNER OF THE FLYING FIELD, ABOUT 100 FT. E OF THE
 AH0418'EDGE OF THE MESQUITE, AND 3 FT. S OF A WHITE 4 IN X 4 IN
 AH0418'WITNESS POST.
 AH0418'
 AH0418'STATION MARK IS A STANDARD TRIANGULATION STATION DISK, UNSTAMPED,
 AH0418'SET IN AN IRREGULAR MASS OF CONCRETE, BEARING THE INSCRIPTION,
 AH0418'U.S.C. AND G.S. FEB. 4, 1912, AND IS APPROXIMATELY FLUSH WITH
 AH0418'THE GROUND SURFACE.  ELEVATION DETERMINED.
 AH0418'
 AH0418'REFERENCE MARK NO. 1 IS 3.80 FT. ESE OF THE ROAD, 231 FT. WSW
 AH0418'OF THE SHORE OF LAGUNA MADRE, AND IS A STANDARD R.M. DISK
 AH0418'STAMPED HARDPAN NO. 1 1939, SET IN 10 IN CIRCULAR CONCRETE
 AH0418'MONUMENT PROJECTING 10 IN ABOVE THE GROUND.  ELEVATION DETERMINED.
 AH0418'
 AH0418'REFERENCE MARK. NO. 2 IS 240 FT. WNW OF THE SHORE OF LAGUNA
 AH0418'MADRE, IS A STANDARD R.M. DISK STAMPED HARDPAN NO. 2, 1939
 AH0418'AND SET IN A 10 INCH CIRCULAR CONCRETE MONUMENT PROJECTING
 AH0418'1 FT. ABOVE THE GROUND.  ELEVATION DETERMINED
 AH0418'
 AH0418'THE AZIMUTH MARK IS 0.3 MILES NNE OF THE STATION, 169 FT. WNW
 AH0418'OF THE SHORE OF LAGUNA MADRE, 90 FT. E OF THE CENTERLINE OF
 AH0418'THE ROAD, 240 FT. NE OF THE NE CORNER OF THE FORMER FLYING
 AH0418'FIELD, AND IS A STANDARD R.M. DISK STAMPED HARDPAN 1939, SET
 AH0418'IN A 10 INCH CIRCULAR CONCRETE MONUMENT PROJECTING 1 FT ABOVE
 AH0418'THE GROUND AND 3 FT. S OF 2 4 IN X 4 IN WHITE WOOD WITNESS
 AH0418'POST.  ELEVATION DETERMINED.
 AH0418'
 AH0418'NUECES-KLEBERG COUNTY LINE POST - TO REACH FROM SOUTH GATE
 AH0418'OF NAVAL AIR STATION, PROCEED S ON CONCRETE ROAD 0.6 MILE TO ROAD
 AH0418'FORK, CONTINUE S 4.4 MILES ON BLACK TOP ROAD, TO GATE ENTERING
 AH0418'THE KING RANCH.  AND CONTINUE SOUTH 4.1 MILES ON BLACK TOP ROAD
 AH0418'TO STATION.
 AH0418
 AH0418                          STATION RECOVERY (1949)
 AH0418
 AH0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0418'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 AH0418'CONDITION.  THE STAMPING ON THE AZIMUTH MARK, THE TWO REFERENCE
 AH0418'MARKS AND THE DISTANCE TO NO. 48 (USE) WAS FOUND TO BE IN
 AH0418'ERROR.  THE NOTES WERE ALSO IN ERROR.
 AH0418'
 AH0418'A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 AH0418'
 AH0418'THE STATION IS LOCATED ABOUT 20 MILES SOUTH OF CORPUS CHRISTI
 AH0418'ALONG THE WEST SHORE OF LAGUNA MADRE.  IT IS 320 FEET EAST OF A
 AH0418'NORTH-SOUTH ROAD, 220 FEET WEST OF THE SHORE LINE, AND 3 FEET
 AH0418'SOUTH OF A WITNESS POST.  IT IS A STANDARD DISK SET IN AN
 AH0418'IRREGULAR MASS OF CONCRETE.  THERE IS NO STAMPING ON THE DISK.
 AH0418'(NO NOTE).
 AH0418'
 AH0418'REFERENCE MARK NO. 1 IS 70 FEET WEST OF A TRACK ROAD.  IT IS
 AH0418'STAMPED HARDPAN NO 1 1939 AND PROJECTS 6 INCHES.
 AH0418'
 AH0418'REFERENCE MARK NO. 2 IS STAMPED HARDPAN NO 2 1939 AND PROJECTS
 AH0418'1 FOOT.
 AH0418'
 AH0418'THE AZIMUTH MARK IS 125 FEET WEST OF AN OLD TRACK ROAD AND 87
 AH0418'FEET EAST OF THE CENTER OF A DIRT ROAD.  IT IS STAMPED HARDPAN
 AH0418'1939 AND PROJECTS 6 INCHES.
 AH0418'
 AH0418'NO. 48 (USE) IS ABOUT 300 FEET NORTH OF THE NUECES-KLEBERG
 AH0418'COUNTY LINE AND ABOUT 250 FEET WEST OF THE SHORE OF LAGUNA
 AH0418'MADRE ON THE HIGHEST POINT OF A LOW RIDGE.  IT IS A BENCH MARK
 AH0418'DISK SET IN AN IRREGULAR MASS OF CONCRETE MASS OF CONCRETE AND
 AH0418'STAMPED 48.
 AH0418'
 AH0418'A DISTANCE AND DIRECTION WAS TAKEN TO THE NUECES-KLEBERG COUNTY
 AH0418'LINE MARKER.  IT IS CEDAR POST, 3 FEET HIGH, POINTED AT THE TOP.
 AH0418'AN N IS CUT IN THE NORTH SIDE, 31 ON THE WEST SIDE AND K ON
 AH0418'THE SOUTH SIDE.  IT IS LOCATED AT THE WATERS EDGE.
 AH0418'
 AH0418'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 AH0418'44 AND STATE HIGHWAY 286 IN CORPUS CHRISTI, GO SOUTH ON STATE
 AH0418'HIGHWAY 286 FOR 3.6 MILES TO THE JUNCTION WITH STATE HIGHWAY
 AH0418'358, TURN LEFT ON STATE HIGHWAY 358 AND GO 10.3 MILES TO A
 AH0418'POINT WHERE THE HIGHWAY TURNS NORTH.  TURN SHARP RIGHT, SOUTH,
 AH0418'ON BLACK TOP ROAD AND GO 4.2 MILES TO THE NORTH GATE OF THE
 AH0418'KINGS RANCH.  PASS THROUGH GATE AND CONTINUE SOUTH FOR 3.1
 AH0418'MILES TO A FORK, TAKE LEFT FORK AND GO 0.75 MILE TO THE
 AH0418'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.25 MILE TO A
 AH0418'BLAZE ON A FENCE POST, TURN LEFT AND GO 100 YARDS TO THE
 AH0418'STATION.
 AH0418'
 AH0418'A 74 FOOT SIGNAL AT STATION LOBO 1939 IS VISIBLE FROM THE
 AH0418'GROUND.
 AH0418'
 AH0418'A 74 FOOT SIGNAL AT STATION CHAPMAN IS VISIBLE AT 30 FEET.
 AH0418'
 AH0418'AN 87 FOOT SIGNAL AT STATION KLEPAC IS VISIBLE AT 30 FEET.
 AH0418'
 AH0418'AN 87 FOOT SIGNAL AT STATION LAGUNA MADRE NORTH BASE 1882 IS
 AH0418'VISIBLE AT 15 FEET.
 AH0418
 AH0418                          STATION RECOVERY (1949)
 AH0418
 AH0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0418'1.2 MI S FROM CORPUS CHRISTI.
 AH0418'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0418'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0418'SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST ALONG LEXINGTON
 AH0418'BOULEVARD (STATE HIGHWAY 358), THENCE 4.4 MILES SOUTHWEST ALONG A ROAD
 AH0418'LEADING TO OUTLYING FIELD 40 (WALDRON FIELD) VIA FLOUR BLUFF SCHOOL TO
 AH0418'THE NORTH GATE OF THE LAURELES DIVISION OF KING RANCH, THENCE 3.3
 AH0418'MILES SOUTH ALONG A ROAD TO THE Y-JUNCTION OF THE CHAPMAN RANCH ROAD,
 AH0418'AND THENCE 0.9 MILE SOUTH ALONG THE LEFT FORK OF THE ROAD. 0.2 MILE
 AH0418'SOUTH OF THE NORTHEAST CORNER OF OUTLYING FIELD 41 (ABANDONED), ON THE
 AH0418'KING RANCH, 300 FEET EAST OF THE CENTERLINE OF NORTH GATE ROAD
 AH0418'(SOUTHERN EXTENSION OF NUECES COUNTY ROAD NO. 3), AND 210 FEET WEST OF
 AH0418'THE WEST SHORE OF LEGUNA MADRE BAY.  A STANDARD TRIANGULATION-STATION
 AH0418'DISK, SET IN THE TOP OF A MASS OF CONCRETE INSCRIBED USC AND GS FEB 4
 AH0418'1912 AND FLUSH WITH THE GROUND.
 AH0418
 AH0418                          STATION RECOVERY (1968)
 AH0418
 AH0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH0418'STATION MARK AND R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 AH0418'THERE IS A 150 FOOT HIGH LORAC SERVICE CORP. ANTENNA OVER THE
 AH0418'STATION MARK.
 AH0418'
 AH0418'THE 1949 RECOVERY NOTE, BY R.L.E., IS ADEQUATE EXCEPT FOR THE
 AH0418'FOLLOWING--
 AH0418'
 AH0418'STATE HIGHWAY 358 IS NOW A FOUR LANE DIVIDED HIGHWAY, NAMED
 AH0418'PADRE ISLAND DRIVE, IGNORE THE CURVE, WHERE STATE HIGHWAY
 AH0418'358 BEARS NORTH, AND CONTINUE EASTERLY ON PADRE ISLAND DRIVE
 AH0418'TO WALDRON ROAD, TURN RIGHT AND PROCEED AS DESCRIBED.
 AH0418
 AH0418                          STATION RECOVERY (1969)
 AH0418
 AH0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH0418'THE STATION SITE WAS VISITED AND REFERENCE MARKS 1 AND 2 AND
 AH0418'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  MEASUREMENTS
 AH0418'SHOW THE STATION MARK TO BE UNDER THE STEEL BASE PLATE AND A
 AH0418'150 FOOT HIGH MAST OF THE LORAC SERVICE CORP.  THE AREA BELOW
 AH0418'THE BASE PLATE WAS PRODDED AND CONCRETE WAS EVIDENT BUT THERE
 AH0418'IS NO PROOF THAT IT IS THE MARK.  THE DISK WAS NOT SEEN.
 AH0418'NO. 48 (USE) AND THE NUECES-KLEBERG COUNTY LINE POST WERE NOT
 AH0418'SEARCHED FOR.  THE NORTH GATE TO THE LAURELES DIVISION OF THE
 AH0418'KING RANCH IS NOW CLOSED.  A NEW DESCRIPTION OF THE ROUTE
 AH0418'TO REACH THE STATION FOLLOWS--
 AH0418'
 AH0418'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND
 AH0418'286 IN THE COMMUNITY OF CHAPMAN RANCH, GO EAST ON BLACK TOP
 AH0418'ROAD FOR 2.05 MILES TO THE WEST GATE ENTRANCE OF LAURELES
 AH0418'DIVISION OF KING RANCH (OBTAIN INFORMATION AT GATE FOR PERMISSION
 AH0418'TO ENTER RANCH).  PROCEED EASTERLY ON SURFACED ROAD FOR 6.4
 AH0418'MILES TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHERLY FOR
 AH0418'0.75 TO TOP OF SLIGHT RISE, A LARGE CLUMP OF BRUSH ON THE LEFT
 AH0418'AND AZIMUTH MARK IN ITS CENTER, 2 FEET NORTH OF METAL WITNESS
 AH0418'POST AND SIGN.  CONTINUE SOUTHERLY ON ROAD 0.25 MILE TO SIDE
 AH0418'ROAD LEFT AT SIGN LORAC SERVICE CORPORATION, TURN LEFT AS
 AH0418'PER SIGN AND GO EAST ON DIRT ROAD 0.05 MILE TO GATE ON
 AH0418'NORTH SIDE OF FENCED AREA AND BOTH REFERNECE MARKS AND MAST
 AH0418'IN AREA.  R.M. NO. 1 IS AT EAST SIDE OF FENCED AREA AND R.M.
 AH0418'NO. 2 IS JUST SOUTH OF THE GATE.  STATION CAN NOT BE USED
 AH0418'OR RECOVERED UNLESS MAST IS REMOVED.
 AH0418'
 AH0418'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES SOUTH
 AH0418'OF CORPUS CHRISTI
 AH0418
 AH0418                          STATION RECOVERY (1979)
 AH0418
 AH0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH0418'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED, AZIMUTH MARK WAS
 AH0418'ALSO RECOVERED AND FOUND IN GOOD CONDITION.  A NEW COUNTY LINE MARK
 AH0418'HAS BEEN SET WHERE OLD COUNTY LINE MARK WAS MARK PROJECTS ABOUT 4
 AH0418'FEET.  STATION MARK IS VERY CLOSE TO THE WATER LINE OF BAY, TREES
 AH0418'ARE ON LINE TO REFERENCE MARKS AND AZIMUTH MARK.  THE TOWER HAS BEEN
 AH0418'REMOVED FROM STATION SITE.
 AH0418'
 AH0418'TO REACH THE STATION FROM THE CHAPMAN RANCH AND STATE HIGHWAY 70 AND
 AH0418'286, GO EASTERLY ON SURFACED ROAD FOR 2.1 MILE TO A GUARD GATE OF
 AH0418'THE KING RANCH (OBTAIN PERMISSION FROM GUARD), CONTINUE EASTERLY ON
 AH0418'SURFACED ROAD FOR 6.4 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 AH0418'GO SOUTHERNLY FOR 0.75 MILE TO A SLIGHT RISE AND THE AZIMUTH
 AH0418'MARK ON THE LEFT IN A CLUMP OF TREES MARKED BY A WITNESS POST.
 AH0418'CONTINUE SOUTH FOR 0.25 MILE TO A DIM SIDE ROAD LEFT.  TURN
 AH0418'LEFT AND GO 0.05 MILE TO REFERENCE MARK 1 STATION SOUTHEAST OF
 AH0418'MARK NEAR THE EDGE OF WATER, PROJECTING ABOUT 8 INCHES.
 AH0418'
 AH0418'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 20 MILES
 AH0418'SOUTH OF CORPUS CHRISTI.
 AH0418
 AH0418                          STATION RECOVERY (1980)
 AH0418
 AH0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AH0418'THE STATION WAS RECOVERED FOR THE PURPOSE OF OBSERVING A VERTICAL
 AH0418'ANGLE TO TRIANGULATION STATION ISLAND 1912 AND BACK ONLY.  A
 AH0418'A SEARCH WAS NOT MADE FOR ANY OF THE REFERENCE MARKS OR THE AZIMUTH
 AH0418'MARK OR U.S.E. BM 48 BUT THE 1979 DESCRIPTION BY W.O. MEANS STATES
 AH0418'THEY WERE RECOVERED IN GOOD CONDITION.
 AH0418'
 AH0418'THE STATION IS LOCATED ABOUT 17-1/2 MILES SOUTH OF CORPUS
 AH0418'CHRISTI, ABOUT 3-1/4 MILES SOUTH OF PEAT ISLAND AND ON
 AH0418'PROPERTY OF THE KING RANCH.
 AH0418'
 AH0418'NO NEW TO REACH WILL BE WRITTEN AT THIS TIME BECAUSE THE
 AH0418'STATION WAS REACHED BY BOAT.  THE DEPTH OF WATER IS VERY
 AH0418'SHALLOW AND THE TIME INVOLVED WAS VERY LENGTHY.  THE 1979
 AH0418'DESCRIPTION IS PROBABLY STILL GOOD.
 AH0418'
 AH0418'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 AH0418
 AH0418                          STATION RECOVERY (1989)
 AH0418
 AH0418'RECOVERED 1989
 AH0418'RECOVERED IN GOOD CONDITION.
 AH0418
 AH0418                          STATION RECOVERY (2001)
 AH0418
 AH0418'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0417 ***********************************************************************
 AH0417  DESIGNATION -  HARDPAN AZ MK
 AH0417  PID         -  AH0417
 AH0417  STATE/COUNTY-  TX/NUECES
 AH0417  USGS QUAD   -  PITA ISLAND (1975)
 AH0417
 AH0417                         *CURRENT SURVEY CONTROL
 AH0417  ___________________________________________________________________
 AH0417* NAD 83(1986)-  27 34 00.     (N)    097 19 22.     (W)     SCALED    
 AH0417* NAVD 88     -         2.702  (meters)       8.86   (feet)  ADJUSTED  
 AH0417  ___________________________________________________________________
 AH0417  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AH0417  DYNAMIC HT  -           2.698 (meters)       8.85  (feet)  COMP
 AH0417  MODELED GRAV-     979,121.3   (mgal)                       NAVD 88
 AH0417
 AH0417  VERT ORDER  -  SECOND    CLASS 0
 AH0417
 AH0417.The horizontal coordinates were scaled from a topographic map and have
 AH0417.an estimated accuracy of +/- 6 seconds.
 AH0417
 AH0417.The orthometric height was determined by differential leveling
 AH0417.and adjusted by the National Geodetic Survey in June 1991..
 AH0417
 AH0417.The geoid height was determined by GEOID03.
 AH0417
 AH0417.The dynamic height is computed by dividing the NAVD 88
 AH0417.geopotential number by the normal gravity value computed on the
 AH0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0417.degrees latitude (g = 980.6199 gals.).
 AH0417
 AH0417.The modeled gravity was interpolated from observed gravity values.
 AH0417
 AH0417;                    North         East    Units  Estimated Accuracy
 AH0417;SPC TX S     - 5,211,050.      416,250.      MT  (+/- 180 meters Scaled)
 AH0417
 AH0417                          SUPERSEDED SURVEY CONTROL
 AH0417
 AH0417  NGVD 29 (??/??/92)    2.85   (m)            9.4    (f) COMPUTED    2 0
 AH0417
 AH0417.Superseded values are not recommended for survey control.
 AH0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0417.See file dsdata.txt to determine how the superseded data were derived.
 AH0417
 AH0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR655503(NAD 83)
 AH0417_MARKER: DZ = AZIMUTH MARK DISK
 AH0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0417_STAMPING: HARDPAN 1939
 AH0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0417+STABILITY: SURFACE MOTION
 AH0417
 AH0417  HISTORY     - Date     Condition        Report By
 AH0417  HISTORY     - 1939     MONUMENTED       CGS
 AH0417  HISTORY     - 1949     GOOD             NGS
 AH0417  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0417
 AH0417                          STATION DESCRIPTION
 AH0417
 AH0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0417'1.2 MI S FROM CORPUS CHRISTI.
 AH0417'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0417'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0417'SOUTH ALONG STATE HIGHWAY 286, THENCE 10.0 MILES EAST ALONG LEXINGTON
 AH0417'BOULEVARD (STATE HIGHWAY 358), THENCE 4.4 MILES SOUTHWEST ALONG A ROAD
 AH0417'LEADING TO OUTLYING FIELD 40 (WALDRON FIELD) VIA FLOUR BLUFF SCHOOL TO
 AH0417'THE NORTH GATE OF THE LAURELES DIVISION OF KING RANCH, THENCE 3.3
 AH0417'MILES SOUTH ALONG A ROAD TO THE Y-JUNCTION OF THE CHAPMAN RANCH ROAD,
 AH0417'AND THENCE 0.7 MILE SOUTH ALONG THE LEFT FORK OF THE ROAD. ON THE KING
 AH0417'RANCH, AT OUTLYING FIELD 41 (ABANDONED), 240 FEET NORTHEAST OF THE
 AH0417'NORTHEAST CORNER OF THE FIELD, 169 FEET WEST OF THE WEST SHORE OF
 AH0417'LAGUNA MADRE BAY, 90 FEET EAST OF AND ABOUT 1 FOOT HIGHER THAN THE
 AH0417'CENTERLINE OF NORTH GATE ROAD, AND 3 FEET SOUTH OF A WHITE WOODEN
 AH0417'WITNESS POST.  A STANDARD AZIMUTH-MARK DISK, STAMPED HARDPAN 1939 AND
 AH0417'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 AH0417
 AH0417                          STATION RECOVERY (2001)
 AH0417
 AH0417'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0419 ***********************************************************************
 AH0419  DESIGNATION -  HARDPAN RM 1
 AH0419  PID         -  AH0419
 AH0419  STATE/COUNTY-  TX/NUECES
 AH0419  USGS QUAD   -  PITA ISLAND (1975)
 AH0419
 AH0419                         *CURRENT SURVEY CONTROL
 AH0419  ___________________________________________________________________
 AH0419* NAD 83(1986)-  27 33 42.     (N)    097 19 30.     (W)     SCALED    
 AH0419* NAVD 88     -         1.572  (meters)       5.16   (feet)  ADJUSTED  
 AH0419  ___________________________________________________________________
 AH0419  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AH0419  DYNAMIC HT  -           1.570 (meters)       5.15  (feet)  COMP
 AH0419  MODELED GRAV-     979,121.1   (mgal)                       NAVD 88
 AH0419
 AH0419  VERT ORDER  -  SECOND    CLASS 0
 AH0419
 AH0419.The horizontal coordinates were scaled from a topographic map and have
 AH0419.an estimated accuracy of +/- 6 seconds.
 AH0419
 AH0419.The orthometric height was determined by differential leveling
 AH0419.and adjusted by the National Geodetic Survey in June 1991..
 AH0419
 AH0419.The geoid height was determined by GEOID03.
 AH0419
 AH0419.The dynamic height is computed by dividing the NAVD 88
 AH0419.geopotential number by the normal gravity value computed on the
 AH0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0419.degrees latitude (g = 980.6199 gals.).
 AH0419
 AH0419.The modeled gravity was interpolated from observed gravity values.
 AH0419
 AH0419;                    North         East    Units  Estimated Accuracy
 AH0419;SPC TX S     - 5,210,490.      416,030.      MT  (+/- 180 meters Scaled)
 AH0419
 AH0419                          SUPERSEDED SURVEY CONTROL
 AH0419
 AH0419  NGVD 29 (??/??/92)    1.72   (m)            5.6    (f) COMPUTED    2 0
 AH0419
 AH0419.Superseded values are not recommended for survey control.
 AH0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0419.See file dsdata.txt to determine how the superseded data were derived.
 AH0419
 AH0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR653497(NAD 83)
 AH0419_MARKER: DR = REFERENCE MARK DISK
 AH0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0419_STAMPING: HARDPAN NO. 1 1939
 AH0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0419+STABILITY: SURFACE MOTION
 AH0419
 AH0419  HISTORY     - Date     Condition        Report By
 AH0419  HISTORY     - 1939     MONUMENTED       CGS
 AH0419  HISTORY     - 1949     GOOD             NGS
 AH0419  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0419
 AH0419                          STATION DESCRIPTION
 AH0419
 AH0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0419'0.2 MI S FROM CORPUS CHRISTI.
 AH0419'0.2 MILE SOUTH OF THE NORTHEAST CORNER OF OUTLYING FIELD 41
 AH0419'(ABANDONED), ON THE KING RANCH, 380 FEET EAST OF THE CENTER LINE OF
 AH0419'NORTH GATE ROAD (SOUTHERN EXTENSION OF NUECES COUNTY ROAD NO. 3), 130
 AH0419'FEET WEST OF THE WEST SHORE OF LAGUNA MADRE BAY, AND 83.1 FEET EAST OF
 AH0419'TRIANGULATION STATION HARDPAN.  A STANDARD REFERENCE-MARK DISK,
 AH0419'STAMPED HARDPAN NO. 1 1939 AND SET IN THE TOP OF A CONCRETE POST
 AH0419'PROJECTING 1 FOOT ABOVE GROUND.
 AH0419
 AH0419                          STATION RECOVERY (2001)
 AH0419
 AH0419'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0420 ***********************************************************************
 AH0420  DESIGNATION -  HARDPAN RM 2
 AH0420  PID         -  AH0420
 AH0420  STATE/COUNTY-  TX/NUECES
 AH0420  USGS QUAD   -  PITA ISLAND (1975)
 AH0420
 AH0420                         *CURRENT SURVEY CONTROL
 AH0420  ___________________________________________________________________
 AH0420* NAD 83(1986)-  27 33 41.     (N)    097 19 31.     (W)     SCALED    
 AH0420* NAVD 88     -         2.557  (meters)       8.39   (feet)  ADJUSTED  
 AH0420  ___________________________________________________________________
 AH0420  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AH0420  DYNAMIC HT  -           2.553 (meters)       8.38  (feet)  COMP
 AH0420  MODELED GRAV-     979,121.1   (mgal)                       NAVD 88
 AH0420
 AH0420  VERT ORDER  -  SECOND    CLASS 0
 AH0420
 AH0420.The horizontal coordinates were scaled from a topographic map and have
 AH0420.an estimated accuracy of +/- 6 seconds.
 AH0420
 AH0420.The orthometric height was determined by differential leveling
 AH0420.and adjusted by the National Geodetic Survey in June 1991..
 AH0420
 AH0420.The geoid height was determined by GEOID03.
 AH0420
 AH0420.The dynamic height is computed by dividing the NAVD 88
 AH0420.geopotential number by the normal gravity value computed on the
 AH0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0420.degrees latitude (g = 980.6199 gals.).
 AH0420
 AH0420.The modeled gravity was interpolated from observed gravity values.
 AH0420
 AH0420;                    North         East    Units  Estimated Accuracy
 AH0420;SPC TX S     - 5,210,460.      416,000.      MT  (+/- 180 meters Scaled)
 AH0420
 AH0420                          SUPERSEDED SURVEY CONTROL
 AH0420
 AH0420  NGVD 29 (??/??/92)    2.71   (m)            8.9    (f) COMPUTED    2 0
 AH0420
 AH0420.Superseded values are not recommended for survey control.
 AH0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0420.See file dsdata.txt to determine how the superseded data were derived.
 AH0420
 AH0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR653497(NAD 83)
 AH0420_MARKER: DR = REFERENCE MARK DISK
 AH0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0420_STAMPING: HARDPAN NO. 2 1939
 AH0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0420+STABILITY: SURFACE MOTION
 AH0420
 AH0420  HISTORY     - Date     Condition        Report By
 AH0420  HISTORY     - 1939     MONUMENTED       CGS
 AH0420  HISTORY     - 1949     GOOD             NGS
 AH0420  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0420
 AH0420                          STATION DESCRIPTION
 AH0420
 AH0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0420'0.2 MI S FROM CORPUS CHRISTI.
 AH0420'0.2 MILE SOUTH OF THE NORTHEAST CORNER OF OUTLYING FIELD 41
 AH0420'(ABANDONED), ON THE KING RANCH, 270 FEET EAST OF THE CENTER LINE OF
 AH0420'NORTH GATE ROAD (SOUTHERN EXTENSION OF NUECES COUNTY ROAD NO.3), 240
 AH0420'FEET WEST OF THE WEST SHORE OF LAGUNA MADRE BAY, AND 61.7 FEET
 AH0420'NORTHWEST OF TRIANGULATION STATION HARDPAN.  A STANDARD REFERENCE-MARK
 AH0420'DISK, STAMPED HARDPAN NO 2 1939 AND SET IN THE TOP OF A CONCRETE POST
 AH0420'PROJECTING 0.9 FOOT ABOVE GROUND.
 AH0420
 AH0420                          STATION RECOVERY (2001)
 AH0420
 AH0420'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2984 ***********************************************************************
 BX2984  DESIGNATION -  HARDY
 BX2984  PID         -  BX2984
 BX2984  STATE/COUNTY-  TX/JASPER
 BX2984  USGS QUAD   -  HARRISBURG (1984)
 BX2984
 BX2984                         *CURRENT SURVEY CONTROL
 BX2984  ___________________________________________________________________
 BX2984* NAD 83(1993)-  31 03 31.52910(N)    093 53 53.55207(W)     ADJUSTED  
 BX2984* NAVD 88     -       177.4    (meters)     582.     (feet)  VERTCON   
 BX2984  ___________________________________________________________________
 BX2984  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 BX2984  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BX2984
 BX2984  HORZ ORDER  -  FIRST
 BX2984
 BX2984.The horizontal coordinates were established by classical geodetic methods
 BX2984.and adjusted by the National Geodetic Survey in February 1996..
 BX2984
 BX2984.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2984
 BX2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2984
 BX2984.The geoid height was determined by GEOID03.
 BX2984
 BX2984;                    North         East     Units Scale Factor Converg.
 BX2984;SPC TX C     - 3,172,078.660 1,313,789.856   MT  0.99988224   +3 18 52.1
 BX2984;SPC TX C     -10,407,061.40  4,310,325.55   sFT  0.99988224   +3 18 52.1
 BX2984;UTM  15      - 3,436,460.408   414,302.502   MT  0.99969059   -0 27 48.3
 BX2984
 BX2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2984!SPC TX C     -   0.99997652  x   0.99988224  =   0.99985876
 BX2984!UTM  15      -   0.99997652  x   0.99969059  =   0.99966711
 BX2984
 BX2984:                Primary Azimuth Mark                     Grid Az
 BX2984:SPC TX C     -  CHINQUAPIN                               001 07 50.6
 BX2984:UTM  15      -  CHINQUAPIN                               004 54 31.0
 BX2984
 BX2984|---------------------------------------------------------------------|
 BX2984| PID    Reference Object                     Distance      Geod. Az  |
 BX2984|                                                           dddmmss.s |
 BX2984| BX2986 CHINQUAPIN                          APPROX.12.8 KM 0042642.7 |
 BX2984| BX2980 MAYFLOWER HTT MICROWAVE KLF 32      APPROX. 6.6 KM 0601320.9 |
 BX2984| BX2981 MAYFLOWER GULF ST KYB 87 MAST       APPROX. 6.3 KM 0633224.9 |
 BX2984| BX2982 MAYFLOWER ATT MICROWAVE KGP 72      APPROX. 6.3 KM 0640530.3 |
 BX2984| CV7690 HARDY RM 1                           31.455 METERS 10255     |
 BX2984| CV7692 HARDY RM 3                           59.067 METERS 17202     |
 BX2984| BK3246 JASPER CABLE TV MAST                APPROX.15.7 KM 2172242.9 |
 BX2984| BK3245 JASPER SW TIMBER CO RADIO MAST      APPROX.14.5 KM 2211750.2 |
 BX2984| CV7691 HARDY RM 2                           25.999 METERS 35013     |
 BX2984|---------------------------------------------------------------------|
 BX2984
 BX2984                          SUPERSEDED SURVEY CONTROL
 BX2984
 BX2984  NAD 83(1986)-  31 03 31.53793(N)    093 53 53.54621(W) AD(       ) 1
 BX2984  NAD 27      -  31 03 30.83686(N)    093 53 52.87709(W) AD(       ) 1
 BX2984  NGVD 29 (07/19/86)  177.4    (m)          582.     (f) VERT ANG       
 BX2984
 BX2984.Superseded values are not recommended for survey control.
 BX2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2984.See file dsdata.txt to determine how the superseded data were derived.
 BX2984
 BX2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ1430336460(NAD 83)
 BX2984_MARKER: DS = TRIANGULATION STATION DISK
 BX2984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2984
 BX2984  HISTORY     - Date     Condition        Report By
 BX2984  HISTORY     - 1972     MONUMENTED       NGS
 BX2984
 BX2984                          STATION DESCRIPTION
 BX2984
 BX2984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2984'10 KGS. TENSION ON MEASUREMENTS.
 BX2984'
 BX2984'NO MEASUREMENTS BETWEEN THE RMS DUE TO HEAVY BRUSH AND TREES ON
 BX2984'LINE.
 BX2984'
 BX2984'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 BX2984'
 BX2984'THE STATION IS ABOUT 14.5 MILES WEST-NORTHWEST OF BURKEVILLE, 10.5
 BX2984'MILES NORTHEAST OF JASPER, 7 MILES SOUTHEAST OF BROOKLAND AND ON
 BX2984'LAND OWNED BY THE SOUTHWESTERN TIMBER COMPANY, 229 NORTH BOWIE,
 BX2984'JASPER, TEXAS.
 BX2984'
 BX2984'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 96 AND STATE
 BX2984'HIGHWAY 83 IN PINELAND, GO SOUTH ON U. S. HIGHWAY 96 FOR 8.2 MILES
 BX2984'TO THE JUNCTION OF FARM ROAD 149 ON THE RIGHT, CONTINUE SOUTH ON
 BX2984'U. S. HIGHWAY 96 FOR 5.45 MILES TO THE JUNCTION OF FARM ROAD 255
 BX2984'ON THE RIGHT, CONTINUE SOUTH ON U. S. HIGHWAY 96 FOR 1.05 MILES TO
 BX2984'A ENCO SERVICE STATION AND A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH
 BX2984'AND NORTHEAST ON A BLADED ROAD FOR 1.75 MILES TO A SIDE
 BX2984'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A BLADED ROAD FOR 1.95 MILES
 BX2984'TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH AND EAST ON A BLADED
 BX2984'ROAD FOR 2.5 MILES TO A FORK.  TURN SHARP LEFT AND GO NORTH ON A
 BX2984'BLADED ROAD FOR 1.6 MILES TO THE STATION ON THE LEFT.
 BX2984'
 BX2984'STATION MARKS ARE STANDARD DISKS STAMPED HARDY 1972.  THE SURFACE
 BX2984'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2984'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 80.5 FEET WEST OF THE
 BX2984'CENTER OF THE BLADED ROAD.  35 FEET SOUTH-SOUTHWEST OF A 16-INCH
 BX2984'OAK TREE, 25 FEET SOUTHEAST OF A 10-INCH PINE TREE, 20 FEET WEST-
 BX2984'NORTHWEST OF A 14-INCH OAK TREE AND 5 FEET NORTHEAST OF A
 BX2984'METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 BX2984'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 BX2984'SURFACE.
 BX2984'
 BX2984'REFERENCE MARK 1, A STANDARD DISK STAMPED HARDY NO 1 1972, IS SET IN
 BX2984'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 BX2984'INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET EAST OF THE CENTER
 BX2984'OF THE BLADED ROAD AND 8 FEET NORTHWEST OF AN 8-INCH PINE TREE.
 BX2984'
 BX2984'REFERENCE MARK 2, A STANDARD DISK STAMPED HARDY NO 2 1972, IS SET IN
 BX2984'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 BX2984'INCHES ABOVE THE GROUND SURFACE.  IT IS 10 FEET SOUTH OF A 10-INCH
 BX2984'OAK TREE AND 10 FEET WEST OF THE CNETER OF A TRACK ROAD.
 BX2984'
 BX2984'REFERENCE MARK 3, A STANDARD DISK STAMPED HARDY NO 3 1972, IS SET IN
 BX2984'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 BX2984'INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET WEST OF THE CENTER
 BX2984'OF THE BLADED ROAD, 17 FEET EAST OF AN 8-INCH PINE TREE AND 3 FEET
 BX2984'NORTH OF A METAL WITNESS POST.
 BX2984'
 BX2984'NEAREST TOWN--7 MILES SE OF BROOKLAND.
 BX2984'
 BX2984'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0921 ***********************************************************************
 GK0921  DESIGNATION -  HARDY
 GK0921  PID         -  GK0921
 GK0921  STATE/COUNTY-  TX/SHERMAN
 GK0921  USGS QUAD   -  TEXHOMA SOUTH (1974)
 GK0921
 GK0921                         *CURRENT SURVEY CONTROL
 GK0921  ___________________________________________________________________
 GK0921* NAD 83(1993)-  36 27 24.21034(N)    101 48 30.71283(W)     ADJUSTED  
 GK0921* NAVD 88     -      1078.6    (meters)    3539.     (feet)  VERTCON   
 GK0921  ___________________________________________________________________
 GK0921  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 GK0921  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 GK0921
 GK0921  HORZ ORDER  -  FIRST
 GK0921
 GK0921.The horizontal coordinates were established by classical geodetic methods
 GK0921.and adjusted by the National Geodetic Survey in February 1996..
 GK0921
 GK0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0921
 GK0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0921
 GK0921.The geoid height was determined by GEOID03.
 GK0921
 GK0921;                    North         East     Units Scale Factor Converg.
 GK0921;SPC TX N     - 1,272,602.013   172,340.928   MT  1.00007524   -0 10 43.7
 GK0921;SPC TX N     - 4,175,195.10    565,421.86   sFT  1.00007524   -0 10 43.7
 GK0921;SPC OK N     -   168,324.739   258,701.562   MT  0.99995811   -2 14 51.3
 GK0921;SPC OK N     -   552,245.41    848,756.71   sFT  0.99995811   -2 14 51.3
 GK0921;UTM  14      - 4,038,275.084   248,311.474   MT  1.00038055   -1 40 11.1
 GK0921
 GK0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0921!SPC TX N     -   0.99983482  x   1.00007524  =   0.99991004
 GK0921!SPC OK N     -   0.99983482  x   0.99995811  =   0.99979293
 GK0921!UTM  14      -   0.99983482  x   1.00038055  =   1.00021530
 GK0921
 GK0921:                Primary Azimuth Mark                     Grid Az
 GK0921:SPC TX N     -  TEXHOMA CIMARRON UTIL CO TANK            024 05 59.7
 GK0921:SPC OK N     -  TEXHOMA CIMARRON UTIL CO TANK            026 10 07.3
 GK0921:UTM  14      -  TEXHOMA CIMARRON UTIL CO TANK            025 35 27.1
 GK0921
 GK0921|---------------------------------------------------------------------|
 GK0921| PID    Reference Object                     Distance      Geod. Az  |
 GK0921|                                                           dddmmss.s |
 GK0921| GK0946 TEXHOMA CIMARRON UTIL CO TANK       APPROX. 5.7 KM 0235516.0 |
 GK0921| CM8713 HARDY 2 RM 5                                       03353     |
 GK0921| GK0927 HARDY 2                             272.849 METERS 03551     |
 GK0921| GK0944 GOODWELL MUNICIPAL TANK             APPROX.21.6 KM 0451942.2 |
 GK0921| CM8711 HARDY RM 3                           29.888 METERS 06249     |
 GK0921| GK0926 HARDY RM 1 AZIMUTH                  348.316 METERS 08041     |
 GK0921| GL1341 STRATFORD SW PUB SER CO TANK        APPROX.27.2 KM 2400931.7 |
 GK0921| CM8710 HARDY RM 2                           32.150 METERS 34435     |
 GK0921|---------------------------------------------------------------------|
 GK0921
 GK0921                          SUPERSEDED SURVEY CONTROL
 GK0921
 GK0921  NAD 83(1993)-  36 27 24.21022(N)    101 48 30.71292(W) AD(       ) 1
 GK0921  NAD 83(1986)-  36 27 24.22059(N)    101 48 30.69926(W) AD(       ) 1
 GK0921  NAD 27      -  36 27 24.12100(N)    101 48 29.10700(W) AD(       ) 1
 GK0921  NGVD 29 (07/19/86) 1078.1    (m)         3537.     (f) VERT ANG       
 GK0921
 GK0921.Superseded values are not recommended for survey control.
 GK0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0921.See file dsdata.txt to determine how the superseded data were derived.
 GK0921
 GK0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4831138275(NAD 83)
 GK0921_MARKER: DS = TRIANGULATION STATION DISK
 GK0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0921
 GK0921  HISTORY     - Date     Condition        Report By
 GK0921  HISTORY     - 1931     MONUMENTED       CGS
 GK0921  HISTORY     - 1952     GOOD             CGS
 GK0921  HISTORY     - 1953     GOOD             CGS
 GK0921  HISTORY     - 1968     GOOD             USAF
 GK0921  HISTORY     - 1969     GOOD             CGS
 GK0921  HISTORY     - 1979     GOOD             NGS
 GK0921  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 GK0921
 GK0921                          STATION DESCRIPTION
 GK0921
 GK0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0921'STATION IS ABOUT 3-1/2 MILES SSW OF TEXHOMA, OKLAHOMA, 3 MILES
 GK0921'S OF THE TEXAS-OKLAHOMA STATE BOUNDARY, ON HIGH GROUND,
 GK0921'ON LAND BELONGING TO J.B. AND J.T. HARDY OF GREENSBURG, KANSAS.
 GK0921'STATION IS 0.15 MILE S OF ROAD, 8.75 METERS (28.7 FEET) E OF
 GK0921'A N-S FENCE, AND 6.30 METERS (20.7 FEET) NW OF THE NE CORNER
 GK0921'POST OF A WHEAT PILING LOT.
 GK0921'
 GK0921'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK0921'DISKS SET IN CONCRETE POSTS.
 GK0921'
 GK0921'REFERENCE MARK NO. 1 IS IN N-S FENCE LINE, ABOUT 75 YARDS S
 GK0921'OF A CORNER, 190 YARDS S OF CENTER LINE OF ROAD, AND 0.21 MILE
 GK0921'(SPEEDOMETER) FROM STATION.
 GK0921'
 GK0921'REFERENCE MARK NO. 2 IS IN N-S FENCE LINE, 0.1 MILE S OF
 GK0921'CENTER LINE OF ROAD, AND 32.15 METERS (105.5 FEET) FROM
 GK0921'STATION.
 GK0921'
 GK0921'AZIMUTH FROM STATION OF TEXHOMA, CIMARRON UTILITIES COMPANY,
 GK0921'WATER TANK, FINIAL, IS N 23 DEG 55 MIN E.
 GK0921'
 GK0921'STATION IS REACHED FROM TEXHOMA AS FOLLOWS--FROM YELLOW BRICK
 GK0921'SCHOOLHOUSE IN SW PART OF TOWN, GO S 2.5 MILES, THEN W 1.0 MILE,
 GK0921'TO FIRST HOUSE ON S SIDE OF ROAD (A BUNGALOW WITH CHIMNEY
 GK0921'IN CENTER OF PEAKED ROOF), CONTINUE PAST HOUSE TO FIRST FENCE
 GK0921'RUNNING S, GO THROUGH FENCE AT NE CORNER OF PASTURE LOT AND
 GK0921'CONTINUE ON SW TO WHEAT PILING LOT AND STATION AS DESCRIBED.
 GK0921
 GK0921                          STATION RECOVERY (1952)
 GK0921
 GK0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0921'STATION WAS VISITED BY LIGHTKEEPERS ONLY AT THIS TIME.
 GK0921'
 GK0921'THE STATION IS LOCATED ABOUT 3-1/2 MILES AIRLINE SOUTH SOUTHWEST
 GK0921'OF TEXHOMA, OKLAHOMA, 3 MILES SOUTH OF THE TEXAS-OKLAHOMA
 GK0921'STATE BOUNDRY ON LAND BELONGING TO J.B. AND J.T. HARDY OF
 GK0921'GREENBURG, KANSAS.
 GK0921'
 GK0921'THE STATION IS A STANDARD DISK STAMPED HARDY 1931 SET IN THE
 GK0921'TOP OF A SQUARE CONCRETE POST AND IS 0.15 MILE
 GK0921'SOUTH OF A ROAD, 8.75 METERS (28.7 FEET) EAST OF A NORTH-SOUTH
 GK0921'FENCE, AND 6.30 METERS (20.7 FEET) NORTHWEST OF A NORTHEAST
 GK0921'CORNER POST OF A WHEAT PILING LOT.
 GK0921'
 GK0921'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE.
 GK0921'
 GK0921'REFERENCE MARK NO 1 IS A STANDARD REFERENCE DISK STAMPED HARDY
 GK0921'NO 1 1931 SET IN THE TOP OF A SQUARE CONCRETE POST IN A
 GK0921'NORTH-SOUTH FENCE 190 YARDS SOUTH OF THE CENTERLINE OF A
 GK0921'ROAD, 75 YARDS SOUTH OF A CORNER AND IS 0.21 MILE (SPEEDOMETER)
 GK0921'FROM STATION.
 GK0921'
 GK0921'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED
 GK0921'HARDY NO 2 1931 SET IN THE TOP OF A SQUARE CONCRETE POST
 GK0921'IN A NORTH-SOUTH FENCELINE 0.1 MILE SOUTH OF
 GK0921'ROAD CENTERLINE, 32.15 METERS (105.5 FEET) FROM STATION.
 GK0921'
 GK0921'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HARDY 1952 SET
 GK0921'IN THE TOP OF A CONCRETE CYLINDER PROJECTING 4 INCHES (NOTE 16B)
 GK0921'0.5 MILE EAST OF THE STATION ON THE SOUTH SIDE OF THE ROAD
 GK0921'3 FEET WEST OF A TELEPHONE POLE.
 GK0921'
 GK0921'TO REACH THE STATION FROM THE RAILROAD STATION IN TEXHOMA GO
 GK0921'SOUTH FOR 0.3 MILE TO A YELLOW BRICK SCHOOL HOUSE.  TURN LEFT
 GK0921'AND GO EAST FOR 0.2 MILE.  TURN RIGHT AND GO SOUTH FOR 0.5
 GK0921'MILE.  TURN RIGHT AND GO WEST FOR 0.2 MILE TO A SIDE ROAD
 GK0921'SOUTH.  TURN LEFT AND GO SOUTH FOR 2.0 MILES TO A SMALL
 GK0921'BUILDING.  TURN RIGHT AND GO WEST FOR 1.15 MILES TO A WIRE
 GK0921'GATE ON THE LEFT AT A NORTH-SOUTH FENCE JUNCTION.  TURN LEFT
 GK0921'THROUGH GATE AND GO SOUTH ALONG THE EAST SIDE OF FENCE FOR
 GK0921'0.1 MILE AND STATION JUST BEFORE REACHING AN EAST-WEST FENCE.
 GK0921
 GK0921                          STATION RECOVERY (1953)
 GK0921
 GK0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0921'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GK0921'CONDITION.  REFERENCE MARK NUMBER 3 WAS ESTABLISHED AND
 GK0921'DESCRIBED BELOW.  A COMPLETE DESCRIPTION FOLLOWS.
 GK0921'
 GK0921'STATION IS LOCATED, AIRLINE, ABOUT 3-1/2 MILES SOUTH SOUTHWEST
 GK0921'OF TEXHOMA, 3 MILES SOUTH OF THE TEXAS-OKLAHOMA STATE LINE,
 GK0921'AND ON LAND BELONGING TO J.B. AND J.T. HARDY, OF GREENSBURG,
 GK0921'KANSAS.  IT IS 0.15 MILE SOUTH OF THE MAIN ROAD AT A T FENCE
 GK0921'INTERSECTION.
 GK0921'
 GK0921'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD STATION
 GK0921'IN TEXHOMA, GO SOUTH FOR 0.3 MILE TO A YELLOW BRICK SCHOOL
 GK0921'HOUSE.  TURN LEFT, EAST, AND GO 0.2 MILE.  TURN RIGHT, SOUTH,
 GK0921'AND GO 0.5 MILE.  TURN RIGHT, WEST, AND GO 0.2 MILE TO A
 GK0921'SIDE ROAD ON THE LEFT.  TURN LEFT, SOUTH, AND GO 2.0 MILES.
 GK0921'TURN RIGHT, WEST, AND GO 1.2 MILES TO A WIRE GATE ON THE
 GK0921'LEFT.  TURN LEFT AND GO 0.15 MILE TO THE STATION ON THE LEFT.
 GK0921'
 GK0921'STATION MARK, STAMPED HARDY 1931, IS A STANDARD DISK SET IN
 GK0921'THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0921'10 INCHES.  IT IS 30.0 FEET EAST OF THE FENCE CORNER AND 2.0
 GK0921'FEET SOUTH OF THE FENCE LINE.
 GK0921'
 GK0921'REFERENCE MARK NUMBER 1, USED FOR THE AZIMUTH MARK, STAMPED
 GK0921'HARDY NO 1 1931, IS A STANDARD DISK SET IN THE TOP OF A 14
 GK0921'INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  TO REACH FROM
 GK0921'THE STATION, GO EAST, ACROSS THE FIELD, FOR 0.2 MILE TO THE
 GK0921'FENCE LINE AND THE REFERENCE MARK.  IT IS 225 FEET SOUTH OF
 GK0921'THE FENCE CORNER AND 0.2 MILE SOUTH OF THE FARM HOUSE.
 GK0921'
 GK0921'REFERENCE MARK NUMBER 2, STAMPED HARDY NO 2 1931, IS A STANDARD
 GK0921'DISK SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT
 GK0921'PROJECTS 10 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 GK0921'IT IS IN THE NORTH-SOUTH FENCE LINE AND 105.0 FEET NORTH OF THE
 GK0921'FENCE CORNER.
 GK0921'
 GK0921'REFERENCE MARK NUMBER 3, STAMPED HARDY NO 3 1931 1953, IS A
 GK0921'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12
 GK0921'INCHES IN DIAMETER, PROJECTING 2 INCHES AND AT THE SAME ELEVATION
 GK0921'AS THE STATION.  IT IS 2 FEET SOUTH OF THE EAST-WEST FENCE LINE.
 GK0921
 GK0921                          STATION RECOVERY (1968)
 GK0921
 GK0921'RECOVERY NOTE BY US AIR FORCE 1968 (PED)
 GK0921'STATION MARK, REFERENCE MARK NO. 1, MARK NO. 2, AND MARK NO. 3
 GK0921'WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 GK0921'
 GK0921'THE AZIMUTH MARK STAMPED HARDY 1952 WAS RECOVERED AND HAD
 GK0921'PREVIOUSLY BEEN TILTED ON ITS SIDE.  THIS WAS APPARENTLY DONE
 GK0921'BY ROAD GRADERS.
 GK0921
 GK0921                          STATION RECOVERY (1969)
 GK0921
 GK0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0921'STATION MARK REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3
 GK0921'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND
 GK0921'AZIMUTH MARK NOT RECOVERED DUE TO CONDITION OF ROADS AND
 GK0921'FIELDS.  HIGH SNOW DRIFTS WERE BLOCKING ROADS AND COVERING
 GK0921'THE FENCELINES AT THE TIME THIS STATION WAS VISITED.  DUE
 GK0921'TO STORMY CONDITIONS, NO WORK WAS DONE AT THIS TIME.
 GK0921
 GK0921                          STATION RECOVERY (1979)
 GK0921
 GK0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GK0921'THE STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARKS NO 1,
 GK0921'NO. 3 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GK0921'
 GK0921'THE DISTANCE TO REFERENCE MARK NO. 3 WAS VERIFIED.  A DIFFERENCE WAS
 GK0921'FOUND IN THE DIRECTION TO NO. 1.
 GK0921'
 GK0921'THE DISTANCE TO REFERENCE MARKS WERE VERIFIED.
 GK0921'
 GK0921'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 3 WILL BE
 GK0921'DESTROYED BY REQUEST OF THE PROPERTY OWNER, AS THE MARKS ARE LOCATED
 GK0921'IN A CULTIVATED FIELD.
 GK0921'
 GK0921'HARDY 2 WAS ESTABLISHED ON ROAD RIGHT OF WAY AND A TRAVERES TIE
 GK0921'MADE BETWEEN THE TWO STATIONS.
 GK0921
 GK0921                          STATION RECOVERY (1987)
 GK0921
 GK0921'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (TE)
 GK0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0927 ***********************************************************************
 GK0927  DESIGNATION -  HARDY 2
 GK0927  PID         -  GK0927
 GK0927  STATE/COUNTY-  TX/SHERMAN
 GK0927  USGS QUAD   -  TEXHOMA SOUTH (1974)
 GK0927
 GK0927                         *CURRENT SURVEY CONTROL
 GK0927  ___________________________________________________________________
 GK0927* NAD 83(1993)-  36 27 31.38450(N)    101 48 24.29410(W)     ADJUSTED  
 GK0927* NAVD 88     -      1078.0    (meters)    3537.     (feet)  VERTCON   
 GK0927  ___________________________________________________________________
 GK0927  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 GK0927  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 GK0927
 GK0927  HORZ ORDER  -  SECOND
 GK0927
 GK0927.The horizontal coordinates were established by classical geodetic methods
 GK0927.and adjusted by the National Geodetic Survey in February 1996..
 GK0927.No horizontal observational check was made to the station.
 GK0927
 GK0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0927
 GK0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0927
 GK0927.The geoid height was determined by GEOID03.
 GK0927
 GK0927;                    North         East     Units Scale Factor Converg.
 GK0927;SPC TX N     - 1,272,822.669   172,501.453   MT  1.00007587   -0 10 40.0
 GK0927;SPC TX N     - 4,175,919.04    565,948.52   sFT  1.00007587   -0 10 40.0
 GK0927;UTM  14      - 4,038,491.555   248,477.737   MT  1.00037952   -1 40 07.6
 GK0927
 GK0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0927!SPC TX N     -   0.99983491  x   1.00007587  =   0.99991077
 GK0927!UTM  14      -   0.99983491  x   1.00037952  =   1.00021437
 GK0927
 GK0927:                Primary Azimuth Mark                     Grid Az
 GK0927:SPC TX N     -  TEXHOMA CIMARRON UTIL CO TANK            023 30 12.0
 GK0927:UTM  14      -  TEXHOMA CIMARRON UTIL CO TANK            024 59 39.6
 GK0927
 GK0927|---------------------------------------------------------------------|
 GK0927| PID    Reference Object                     Distance      Geod. Az  |
 GK0927|                                                           dddmmss.s |
 GK0927| GK0946 TEXHOMA CIMARRON UTIL CO TANK       APPROX. 5.4 KM 0231932.0 |
 GK0927| CM8712 HARDY 2 RM 4                         10.549 METERS 08533     |
 GK0927| GK0926 HARDY RM 1 AZIMUTH                  246.898 METERS 13151     |
 GK0927| GK0921 HARDY                               272.849 METERS 21551     |
 GK0927| GL1341 STRATFORD SW PUB SER CO TANK        APPROX.27.5 KM 2395532.9 |
 GK0927| CM8713 HARDY 2 RM 5                                       27558     |
 GK0927|---------------------------------------------------------------------|
 GK0927
 GK0927                          SUPERSEDED SURVEY CONTROL
 GK0927
 GK0927  NAD 83(1993)-  36 27 31.38438(N)    101 48 24.29419(W) AD(       ) 2
 GK0927  NAD 83(1986)-  36 27 31.39471(N)    101 48 24.28063(W) AD(       ) 2
 GK0927  NAD 27      -  36 27 31.29545(N)    101 48 22.68842(W) AD(       ) 2
 GK0927  NGVD 29 (07/19/86) 1077.5    (m)         3535.     (f) VERT ANG       
 GK0927
 GK0927.Superseded values are not recommended for survey control.
 GK0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0927.See file dsdata.txt to determine how the superseded data were derived.
 GK0927
 GK0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4847838492(NAD 83)
 GK0927_MARKER: DH = HORIZONTAL CONTROL DISK
 GK0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0927_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0927
 GK0927  HISTORY     - Date     Condition        Report By
 GK0927  HISTORY     - 1979     MONUMENTED       NGS
 GK0927
 GK0927                          STATION DESCRIPTION
 GK0927
 GK0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GK0927'STATION IS LOCATED 3.5 MILES SOUTH SOUTHWEST OF TEXHOMA, 3 MILES SOUTH
 GK0927'OF THE TEXAS OKLAHOMA STATE LINE AND 3 MILES EAST OF U.S. HIGHWAY 54.
 GK0927'
 GK0927'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND STATE
 GK0927'HIGHWAY 95 IN TEXHOMA.  GO SOUTHWESTY ON U.S. HIGHWAY 54 FOR 1.85
 GK0927'MILES TO THE JUNCTION OF FARM ROAD 119 ON THE LEFT.  TURN LEFT AND GO
 GK0927'SOUTH ON FARM ROAD 119 FOR 1.4 MILES TO A DIRT ROAD ON THE LEFT.  TURN
 GK0927'LEFT AND GO EAST ON A DIRT ROAD FOR 0.95 MILE TO STATION ON THE RIGHT.
 GK0927'
 GK0927'STATION MARKS ARE STANDARD DISKS STAMPED HARDY 2 1979.  THE SURFACE
 GK0927'MARK IS SET IN A ROUND CONCRETE POST, THAT IS FLUSH WITH THE
 GK0927'GROUND.  IT IS 42 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 3 FEET
 GK0927'WEST OF A HIGH LINE POLE, 1 FOOT WEST OF A METAL WITNESS POST.  THE
 GK0927'UNDER GROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES
 GK0927'BELOW GROUND SURFACE, AND HAS METAL PLUG PLACED IN CONCRETE.
 GK0927'
 GK0927'REFERENCE MARK NO 4 IS A STANDARD DISK STAMPED HARDY 2 NO 3 1979 SET
 GK0927'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT
 GK0927'IS 38 FEET SOUTH OF THE CENTER OF ROAD, 31 FEET OF A HIGH LINE POLE
 GK0927'AND 1 FOOT EAST OF A METAL WITNESS POST.
 GK0927'
 GK0927'REFERENCE MARK NO 5 IS A STANDARD DISK STAMPED HARDY 2 NO 5 1979
 GK0927'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE SURFACE
 GK0927'OF THE GROUND.  IT IS 38 FEET WEST OF A HIGH LINE POLE, 37 FEET SOUTH
 GK0927'OF THE CENTER OF ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.
 GK0927'
 GK0927'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED HARDY
 GK0927'NO. 1 1931 SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6
 GK0927'INCHES.  IT IS 17 FEET WEST OF CENTER OF A FIELD ROAD, AND 1 FOOT
 GK0927'SOUTH OF A METAL WITNESS POST, SET IN FENCE LINE.
 GK0927'
 GK0927'TO REACH THE AZIMUTH MARK FROM STATION, GO EAST FOR 0.1 MILE TO A
 GK0927'FIELD ROAD ON THE RIGHT, ON EAST SIDE OF FARM HOUSE.  TURN RIGHT AND
 GK0927'GO SOUTH FOR 0.1 MILE TO MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1405 ***********************************************************************
 AB1405  DESIGNATION -  HARENA 1939
 AB1405  PID         -  AB1405
 AB1405  STATE/COUNTY-  TX/WILLACY
 AB1405  USGS QUAD   -  SOUTH OF POTRERO LOPENO SE (1975)
 AB1405
 AB1405                         *CURRENT SURVEY CONTROL
 AB1405  ___________________________________________________________________
 AB1405* NAD 83(1993)-  26 31 16.30007(N)    097 16 10.25074(W)     ADJUSTED  
 AB1405* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1405  ___________________________________________________________________
 AB1405  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AB1405  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AB1405
 AB1405  HORZ ORDER  -  SECOND
 AB1405
 AB1405.The horizontal coordinates were established by classical geodetic methods
 AB1405.and adjusted by the National Geodetic Survey in February 1996..
 AB1405
 AB1405.The orthometric height was scaled from a topographic map.
 AB1405
 AB1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1405
 AB1405.The geoid height was determined by GEOID03.
 AB1405
 AB1405;                    North         East     Units Scale Factor Converg.
 AB1405;SPC TX S     - 5,095,273.200   422,634.170   MT  0.99992963   +0 33 31.1
 AB1405;SPC TX S     -16,716,742.16  1,386,592.27   sFT  0.99992963   +0 33 31.1
 AB1405;UTM  14      - 2,934,567.863   672,427.524   MT  0.99996707   +0 46 22.5
 AB1405
 AB1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1405!SPC TX S     -   1.00000276  x   0.99992963  =   0.99993239
 AB1405!UTM  14      -   1.00000276  x   0.99996707  =   0.99996983
 AB1405
 AB1405:                Primary Azimuth Mark                     Grid Az
 AB1405:SPC TX S     -  GULF 1939                                162 22 38.7
 AB1405:UTM  14      -  GULF 1939                                162 09 47.3
 AB1405
 AB1405|---------------------------------------------------------------------|
 AB1405| PID    Reference Object                     Distance      Geod. Az  |
 AB1405|                                                           dddmmss.s |
 AB1405| AB1549 GULF 1939                           APPROX. 6.1 KM 1625609.8 |
 AB1405|---------------------------------------------------------------------|
 AB1405
 AB1405                          SUPERSEDED SURVEY CONTROL
 AB1405
 AB1405  NAD 83(1986)-  26 31 16.31657(N)    097 16 10.21490(W) AD(       ) 2
 AB1405  NAD 27      -  26 31 15.07400(N)    097 16 09.30200(W) AD(       ) 2
 AB1405
 AB1405.Superseded values are not recommended for survey control.
 AB1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1405.See file dsdata.txt to determine how the superseded data were derived.
 AB1405
 AB1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7242834568(NAD 83)
 AB1405_MARKER: P = PIPE CAP
 AB1405_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB1405_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 AB1405_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1405
 AB1405  HISTORY     - Date     Condition        Report By
 AB1405  HISTORY     - 1939     MONUMENTED       CGS
 AB1405  HISTORY     - 1949     GOOD             CGS
 AB1405  HISTORY     - 1958     MARK NOT FOUND   SHELL
 AB1405  HISTORY     - 1964     POOR             CGS
 AB1405  HISTORY     - 1964     POOR             CGS
 AB1405  HISTORY     - 1968     POOR             CGS
 AB1405  HISTORY     - 1973     GOOD             LOCSUR
 AB1405  HISTORY     - 1979     MARK NOT FOUND   NGS
 AB1405  HISTORY     - 1980     GOOD             NGS
 AB1405
 AB1405                          STATION DESCRIPTION
 AB1405
 AB1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AB1405'STATION HARENA IS LOCATED 32.0 MILES NNW OF BRAZOS SANTIAGO
 AB1405'PASS AND 0.5 MILE W OF BEACH, S OF A BARE SAND DUNE EXTENDING
 AB1405'IN A CURVED LINE NEARLY ACROSS THE ISLAND.
 AB1405'
 AB1405'THE STATION IS MARKED WITH A STANDARD DISK SCREWED TO THE
 AB1405'TOP OF A 3-INCH GALVANIZED-IRON PIPE 6 FEET LONG, EMBEDDED
 AB1405'IN CONCRETE AND EXTENDING 18 INCHES ABOVE THE GROUND.
 AB1405'
 AB1405'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 AB1405
 AB1405                          STATION RECOVERY (1949)
 AB1405
 AB1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1405'STATION SITE WAS FOUND AS DESCRIBED, HOWEVER, A SHIFTING
 AB1405'SAND DUNE NOW COVERS THE STATION TO A DEPTH OF ABOUT 8 FEET.
 AB1405'THE REMAINS OF A SIGNAL PROJECT ABOVE THE SAND TO INDICATE
 AB1405'THE APPROXIMATE POSITION OF THE STATION WHICH IS PROBABLY
 AB1405'IN GOOD CONDITION.
 AB1405
 AB1405                          STATION RECOVERY (1958)
 AB1405
 AB1405'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AB1405'VISITED STATION SITE BUT WAS UNABLE TO LOCATE STATION.  PROBABLY
 AB1405'UNDER 8 OR 10 FEET OF SHIFTING SAND.
 AB1405
 AB1405                          STATION RECOVERY (1964)
 AB1405
 AB1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CHS)
 AB1405'RECOVERED A 3 IN PIPE IN THE LOCATION OF HARENA, VERY BADLY
 AB1405'RUSTED, WITH NO STANDARD DISK ON TOP.  BELIEVE THIS IS THE
 AB1405'STATION, BUT IT IS IN POOR CONDITION.
 AB1405
 AB1405                          STATION RECOVERY (1964)
 AB1405
 AB1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 AB1405'GALV. PIPE ONLY WAS FOUND.  THERE IS EVIDENCE OF STATION,
 AB1405'BUT NO DISK ON TOP OF BADLY RUSTED IRON PIPE.  A 6 X 8 TIMBER
 AB1405'POST, ABOUT 7 FT HIGH, FOUND BESIDE PIPE.
 AB1405'
 AB1405'TO REACH FROM PORT MANSFIELD, GO BY BOAT THROUGH CHANNEL TO
 AB1405'S. JETTY.  GO S. ON BEACH ABOUT HALF WAY BETWEEN THE NO. 2
 AB1405'AND 4 RADAR POLES (3 MILES).  GO WEST 0.5 MILE TO STATION.
 AB1405'SAND DUNE ABOUT 20 FT HIGH IS 200 FT N. OF STATION.  STATION
 AB1405'CAN BE REACHED FROM PORT ISABEL BY DRIVING UP PADRE ISLAND
 AB1405'BEACH IN 4 WHEEL DRIVE VEHICLE.
 AB1405
 AB1405                          STATION RECOVERY (1968)
 AB1405
 AB1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AB1405'STATION RECOVERED IN POOR CONDITION.  THE DISK IS MISSING
 AB1405'AND THE IRON PIPE IS RUSTED BADLY.  THE REMAINS OF A STEEL
 AB1405'TOWER LIE NEAR THE STATION AND THERE IS A 4 X 4 INCH POST
 AB1405'TEN FEET HIGH 3 FEET SOUTHEAST OF THE PIPE.
 AB1405'
 AB1405'TO REACH THE STATION FROM THE POST OFFICE IN PORT ISABEL
 AB1405'GO EAST ACROSS LAGUNA MADRE ON TEXAS PARK ROAD 100 FOR 2.8
 AB1405'MILES TO A Y INTERSECTION, KEEP LEFT ON PARK ROAD 100 FOR 4.1
 AB1405'MILES TO A PAVED ROAD RIGHT, TURN RIGHT AND GO 0.2 MILE
 AB1405'TO THE MHWL OF THE GULF OF MEXICO, TURN NORTH (LEFT) AND
 AB1405'TRAVEL ALONG MHWL 27.6 MILES, WALK WEST FROM MHWL ALONG A WIDE
 AB1405'FLAT SAND WASH 0.7 MILE TO THE STATION.
 AB1405
 AB1405                          STATION RECOVERY (1973)
 AB1405
 AB1405'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (MLC)
 AB1405'RECOVERED BY CLAUNCH AND ASSOC. LAND SURVEYORS.
 AB1405'
 AB1405'STA. RECOVERED AND NOTED AS DESC. BY J.K.W.  COVERED WITH ABOUT 5
 AB1405'FT. OF SAND AT TIME OF THIS RECOVERY
 AB1405
 AB1405                          STATION RECOVERY (1979)
 AB1405
 AB1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AB1405'STATION NOT OCCUPIED.
 AB1405'
 AB1405'THE STATION WAS RECOVERED.  THE DISK IS MISSING AS DESCRIBED IN 1968
 AB1405'BY J. K. W.  THE PIPE IS STILL SOLID THOUGH AND THE APPROXIMATE
 AB1405'CENTER OF THE PIPE WOULD STILL BE VERY CLOSE.  THE PIPE IS COVERED BY
 AB1405'ABOUT 2 FEET OF SNAD AND WOULD BE VERY HARD TO RECOVER EXCEPT FOR
 AB1405'THE OLD METAL STAND LYING ABOUT 12 PACES TO THE NORTHWEST AND THE
 AB1405'10 FOOT HIGH WOOD POST THAT IS 3 FEET SE OF THE STATION.
 AB1405'
 AB1405'THIS STATION WAS REACHED BY BOAT FROM PORT MANSFIELD TO MANSFIELD
 AB1405'CUT, THENCE WALKING 3-1/2 MILES SOUTH ALONG THE BEACH, THENCE
 AB1405'WESTERLY ACROSS THE SAND DUNES FOR ABOUT 0.6 MILE TO THE STATION IN
 AB1405'AREA OF SHIFTING SAND.
 AB1405'
 AB1405'NOTE--THE STATION CAN ALSO BE REACHED BY GOING NORTHERLY ALONG THE
 AB1405'BEACH FROM SOUTH PADRE ISLAND (4-WHEEL DRIVE) FOR 30 MILES, THENCE
 AB1405'PACK WEST ACROSS THE SAND DUNES 0.6 MILE TO STATION.
 AB1405'
 AB1405'A HELICOPTER CAN LAND AT THIS STATION.
 AB1405'
 AB1405'NO REFERENCE OR AZIMUTH MARKS HAVE BEEN SET AT THIS STATION.
 AB1405'
 AB1405'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES ESE
 AB1405'OF PORT MANSFIELD.
 AB1405
 AB1405                          STATION RECOVERY (1980)
 AB1405
 AB1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AB1405'THE STATION WAS RECOVERED IN POOR CONDITION.  THE DISK WAS MISSING
 AB1405'AND THE PIPE BADLY RUSTED.  THE REMAINS OF A STEEL TOWER
 AB1405'IDENTIFIES THE AREA WHERE THE STATION IS LOCATED.  THE CENTER OF
 AB1405'THE PIPE WAS HELD AND A CONCRETE POST WAS FORMED AROUND THE PIPE.
 AB1405'A NEW DISK WAS SET IN THE CONCRETE AT THE POINT HELD ON THE CENTER
 AB1405'OF THE PIPE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AB1405'
 AB1405'THE STATION IS LOCATED ABOUT 30 MILES NORTH OF THE TOWN OF SOUTH
 AB1405'PADRE ISLAND, 10 MILES EAST-SOUTHEAST OF PORT MANSFIELD, 0.6 MILE
 AB1405'WEST OF THE EAST SIDE OF PADRE ISLAND.
 AB1405'
 AB1405'TO REACH THE STATION FROM THE WEST END OF THE STONE BREAKWATER
 AB1405'ON THE SOUTH SIDE OF THE EAST END OF THE PORT MANSFIELD CUT, GO
 AB1405'SOUTHERLY ALONG THE BEACH FOR 2.9 MILES.  TURN RIGHT AND GO
 AB1405'WESTERLY ALONG A MUD FLAT FOR 0.7 MILE TO THE STATION NEAR SOME
 AB1405'HIGH SAND DUNES.  THE BREAKWATER CAN BE REACHED BY BOAT FROM
 AB1405'PORT MANSFIELD BY GOING EAST THROUGH THE PORT MANSFIELD CUT FOR
 AB1405'ABOUT 8 MILES OR BY FOUR WHEEL DRIVE VEHICLE BY DRIVING NORTH
 AB1405'ALONG THE EAST SIDE BEACH FOR 29 MILES FROM SOUTH PADRE ISLAND.
 AB1405'
 AB1405'THE STATION IS A STANDARD NGS DISK
 AB1405'STAMPED---HARENA 1939 1980---,
 AB1405'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AB1405'PROJECTING 30 CM ABOVE THE GROUND.  IT IS LOCATED
 AB1405'3.0 FEET SOUTHEAST FROM A 10 FOOT HIGH 4-INCH WOODEN POST.
 AB1405'
 AB1405'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 AB1405'REFERENCE MARKS ESTABLISHED FOR THIS STATION AT THIS TIME.
 AB1405'
 AB1405'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 7.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1609 ***********************************************************************
 AB1609  DESIGNATION -  HARLINGEN
 AB1609  PID         -  AB1609
 AB1609  STATE/COUNTY-  TX/CAMERON
 AB1609  USGS QUAD   -  LA FERIA (1970)
 AB1609
 AB1609                         *CURRENT SURVEY CONTROL
 AB1609  ___________________________________________________________________
 AB1609* NAD 83(1993)-  26 11 08.29986(N)    097 45 14.58499(W)     ADJUSTED  
 AB1609* NAVD 88     -        17.1    (meters)      56.     (feet)  VERTCON   
 AB1609  ___________________________________________________________________
 AB1609  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 AB1609  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB1609
 AB1609  HORZ ORDER  -  FIRST
 AB1609
 AB1609.The horizontal coordinates were established by classical geodetic methods
 AB1609.and adjusted by the National Geodetic Survey in February 1996..
 AB1609
 AB1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1609
 AB1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1609
 AB1609.The geoid height was determined by GEOID03.
 AB1609
 AB1609;                    North         East     Units Scale Factor Converg.
 AB1609;SPC TX S     - 5,057,719.848   374,564.114   MT  0.99999528   +0 20 19.2
 AB1609;SPC TX S     -16,593,535.87  1,228,882.43   sFT  0.99999528   +0 20 19.2
 AB1609;UTM  14      - 2,896,839.853   624,501.034   MT  0.99979138   +0 32 59.6
 AB1609
 AB1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1609!SPC TX S     -   1.00000091  x   0.99999528  =   0.99999619
 AB1609!UTM  14      -   1.00000091  x   0.99979138  =   0.99979229
 AB1609
 AB1609:                Primary Azimuth Mark                     Grid Az
 AB1609:SPC TX S     -  HARLINGEN SUGAR MILL DERRICK             069 11 00.6
 AB1609:UTM  14      -  HARLINGEN SUGAR MILL DERRICK             068 58 20.2
 AB1609
 AB1609|---------------------------------------------------------------------|
 AB1609| PID    Reference Object                     Distance      Geod. Az  |
 AB1609|                                                           dddmmss.s |
 AB1609| AB1605 HARLINGEN SUGAR MILL DERRICK        APPROX. 4.9 KM 0693119.8 |
 AB1609| AB1606 HARLINGEN STANDPIPE                 APPROX. 5.6 KM 0792102.7 |
 AB1609| AB1602 SAN BENITO STANDPIPE                APPROX.13.4 KM 1151328.5 |
 AB1609| AB1600 MITLA                               APPROX.10.6 KM 1774732.2 |
 AB1609| AB1619 HARLINGEN PUMP STA TALL STK         APPROX.15.7 KM 1804245.2 |
 AB1609| CV3272 HARLINGEN RM                         27.448 METERS 18204     |
 AB1609| AB1620 SAN BENITO PUMP STATION             APPROX.15.3 KM 1825620.8 |
 AB1609| AB1617 LA FERIA PUMP STA 1ST LIFT STK      APPROX.16.6 KM 2073616.7 |
 AB1609| AB1616 SANTA MARIA CATH CH STEEPLE         APPROX.14.9 KM 2142358.9 |
 AB1609| AB1612 LA FERIA PUMP STA 2ND LIFT STK      APPROX. 8.7 KM 2331607.3 |
 AB1609| AB1635 HEIDELBURG CHURCH STEEPLE           APPROX.12.8 KM 2760917.4 |
 AB1609|---------------------------------------------------------------------|
 AB1609
 AB1609                          SUPERSEDED SURVEY CONTROL
 AB1609
 AB1609  NAD 83(1986)-  26 11 08.30902(N)    097 45 14.54657(W) AD(       ) 1
 AB1609  NAD 27      -  26 11 07.04100(N)    097 45 13.56800(W) AD(       ) 1
 AB1609  NGVD 29 (07/19/86)   17.2    (m)           56.     (f) VERT ANG       
 AB1609
 AB1609.Superseded values are not recommended for survey control.
 AB1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1609.See file dsdata.txt to determine how the superseded data were derived.
 AB1609
 AB1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP2450196840(NAD 83)
 AB1609_MARKER: DS = TRIANGULATION STATION DISK
 AB1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1609_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1609
 AB1609  HISTORY     - Date     Condition        Report By
 AB1609  HISTORY     - 1913     MONUMENTED       CGS
 AB1609  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AB1609
 AB1609                          STATION DESCRIPTION
 AB1609
 AB1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1609'STATION IS ABOUT 3 MILES W OF HARLINGEN AND 35 METERS (115
 AB1609'FEET) N OF THE CENTER OF THE HARLINGEN-MERCEDES WAGON ROAD,
 AB1609'ON LAND NOW COVERED BY MESQUITE BRUSH.
 AB1609'
 AB1609'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AB1609'DISKS SET IN CONCRETE.
 AB1609'
 AB1609'REFERENCE MARK IS SET IN THE FENCE LINE ON THE N SIDE OF THE
 AB1609'ROAD, AT THE SAME ELEVATION AS THE STATION, AND 27.448 METERS
 AB1609'(90.05 FEET) THEREFROM S 2 DEG 04 MIN W.
 AB1609'
 AB1609'ELEVATION OF STATION, 17.2 METERS (56 FEET).
 AB1609
 AB1609                          STATION RECOVERY (1947)
 AB1609
 AB1609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1609'SURFACE AND REFERENCE MARKS TO THE STATION HAVE BEEN DESTROYED,
 AB1609'HOWEVER, THE UNDERGROUND MARK HAS BEEN RECOVERED AND IS IN
 AB1609'GOOD CONDITION.  A NEW STATION, HARLINGEN 2, WAS ESTABLISHED
 AB1609'ABOUT 0.1 MILE WEST OF THE OLD STATION.  IT IS BELIEVED
 AB1609'THAT THE OLD STATION SHOULD BE CONSIDERED LOST AS IT IS IN A
 AB1609'CULTIVATED ORCHARD AND IS ON THE LINE OF A PROJECTED CANAL.
 AB1609'
 AB1609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 AB1609'AND U.S. HIGHWAY 77 IN HARLINGEN, GO WEST ON HIGHWAY 83 FOR
 AB1609'3.2 MILES TO A PAVED ROAD RIGHT OPPOSITE THE STUART SCHOOL,
 AB1609'TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.5 MILE TO A
 AB1609'CONCRETE CANAL, TURN RIGHT AND GO EAST ALONG THE NORTH EDGE
 AB1609'OF CONCRETE CANAL ON DIM TRAIL FOR 0.3 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1610 ***********************************************************************
 AB1610  DESIGNATION -  HARLINGEN 2
 AB1610  PID         -  AB1610
 AB1610  STATE/COUNTY-  TX/CAMERON
 AB1610  USGS QUAD   -  LA FERIA (1970)
 AB1610
 AB1610                         *CURRENT SURVEY CONTROL
 AB1610  ___________________________________________________________________
 AB1610* NAD 83(1993)-  26 11 08.04565(N)    097 45 19.74307(W)     ADJUSTED  
 AB1610* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 AB1610  ___________________________________________________________________
 AB1610  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 AB1610  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AB1610
 AB1610  HORZ ORDER  -  SECOND
 AB1610
 AB1610.The horizontal coordinates were established by classical geodetic methods
 AB1610.and adjusted by the National Geodetic Survey in February 1996..
 AB1610
 AB1610.The orthometric height was scaled from a topographic map.
 AB1610
 AB1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1610
 AB1610.The geoid height was determined by GEOID03.
 AB1610
 AB1610;                    North         East     Units Scale Factor Converg.
 AB1610;SPC TX S     - 5,057,711.179   374,420.941   MT  0.99999529   +0 20 16.9
 AB1610;SPC TX S     -16,593,507.43  1,228,412.70   sFT  0.99999529   +0 20 16.9
 AB1610;UTM  14      - 2,896,830.659   624,357.923   MT  0.99979094   +0 32 57.3
 AB1610
 AB1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1610!SPC TX S     -   1.00000142  x   0.99999529  =   0.99999671
 AB1610!UTM  14      -   1.00000142  x   0.99979094  =   0.99979235
 AB1610
 AB1610|---------------------------------------------------------------------|
 AB1610| PID    Reference Object                     Distance      Geod. Az  |
 AB1610|                                                           dddmmss.s |
 AB1610| CV3275 HARLINGEN 2 RM 3                     17.748 METERS 05804     |
 AB1610| AB1609 HARLINGEN                           143.436 METERS 08652     |
 AB1610| CV3273 HARLINGEN 2 AZ MK                                  2682144.1 |
 AB1610| CV3274 HARLINGEN 2 RM 2                     18.879 METERS 29925     |
 AB1610|---------------------------------------------------------------------|
 AB1610
 AB1610                          SUPERSEDED SURVEY CONTROL
 AB1610
 AB1610  NAD 83(1986)-  26 11 08.05481(N)    097 45 19.70442(W) AD(       ) 2
 AB1610  NAD 27      -  26 11 06.78700(N)    097 45 18.72600(W) AD(       ) 2
 AB1610
 AB1610.Superseded values are not recommended for survey control.
 AB1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1610.See file dsdata.txt to determine how the superseded data were derived.
 AB1610
 AB1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP2435896831(NAD 83)
 AB1610_MARKER: DS = TRIANGULATION STATION DISK
 AB1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1610
 AB1610  HISTORY     - Date     Condition        Report By
 AB1610  HISTORY     - 1947     MONUMENTED       CGS
 AB1610  HISTORY     - 1963     MARK NOT FOUND   CGS
 AB1610  HISTORY     - 19910509 MARK NOT FOUND   USPSQD
 AB1610
 AB1610                          STATION DESCRIPTION
 AB1610
 AB1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1610'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF HARLINGEN
 AB1610'ON THE PROPERTY OF J.T. HESTER.  IT IS 20 FEET SOUTH OF THE
 AB1610'APPROXIMATE CENTERLINE OF A DIRT ROAD AND 30 FEET NORTH OF THE
 AB1610'NORTH EDGE OF A CONCRETE CANAL.  THE MARK PROJECTS ABOUT
 AB1610'4 INCHES AND THE DISK IS STAMPED HARLINGEN 2 1947.
 AB1610'
 AB1610'REFERENCE MARK NO. 2 IS 61.93 FEET NORTHWEST OF THE STATION.
 AB1610'IT IS 14 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 AB1610'ROAD AND 50 FEET NORTH OF THE NORTH EDGE OF A CONCRETE CANAL.
 AB1610'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HARLINGEN
 AB1610'2 NO 2 1947.
 AB1610'
 AB1610'REFERENCE MARK NO. 3 IS 58.23 FEET NORTHEAST OF THE STATION.
 AB1610'IT IS 14 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 AB1610'ROAD AND 50 FEET NORTH OF THE NORTH EDGE OF A CONCRETE CANAL.  THE
 AB1610'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HARLINGEN
 AB1610'2 NO 3 1947.
 AB1610'
 AB1610'THE AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION.  IT IS
 AB1610'20 FEET WEST OF THE APPROXIMATE CENTERLINE OF A CONCRETE ROAD
 AB1610'AND 3 FEET NORTH OF THE NORTH EDGE OF A CONCRETE CANAL.  THE
 AB1610'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HARLINGEN
 AB1610'2 1947.
 AB1610'
 AB1610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 AB1610'AND U.S. HIGHWAY 77 IN HARLINGEN, GO WEST ON U.S. HIGHWAY 83
 AB1610'FOR 3.2 MILES TO A PAVED ROAD RIGHT OPPOSITE THE STUART SCHOOL,
 AB1610'TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.5 MILE TO A
 AB1610'CONCRETE CANAL AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT
 AB1610'GO EAST ALONG THE NORTH EDGE OF CONCRETE CANAL ON DIM TRAIL
 AB1610'FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 AB1610'
 AB1610'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 AB1610
 AB1610                          STATION RECOVERY (1963)
 AB1610
 AB1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AB1610'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED AND IS
 AB1610'ASSUMED LOST.
 AB1610
 AB1610                          STATION RECOVERY (1991)
 AB1610
 AB1610'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1562 ***********************************************************************
 AB1562  DESIGNATION -  HARLINGEN ENTRANCE LIGHT 10
 AB1562  PID         -  AB1562
 AB1562  STATE/COUNTY-  TX/CAMERON
 AB1562  USGS QUAD   -  THREE ISLANDS (1983)
 AB1562
 AB1562                         *CURRENT SURVEY CONTROL
 AB1562  ___________________________________________________________________
 AB1562* NAD 83(1993)-  26 21 32.35254(N)    097 20 47.26418(W)     ADJUSTED  
 AB1562* NAVD 88     -                                                        
 AB1562  ___________________________________________________________________
 AB1562  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AB1562  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 AB1562
 AB1562  HORZ ORDER  -  THIRD
 AB1562
 AB1562.The horizontal coordinates were established by classical geodetic methods
 AB1562.and adjusted by the National Geodetic Survey in February 1996..
 AB1562
 AB1562
 AB1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1562
 AB1562.The geoid height was determined by GEOID03.
 AB1562
 AB1562;                    North         East     Units Scale Factor Converg.
 AB1562;SPC TX S     - 5,077,230.784   415,129.748   MT  0.99995712   +0 31 25.4
 AB1562;SPC TX S     -16,657,548.00  1,361,971.51   sFT  0.99995712   +0 31 25.4
 AB1562;UTM  14      - 2,916,497.594   664,989.974   MT  0.99993610   +0 44 03.6
 AB1562
 AB1562                          SUPERSEDED SURVEY CONTROL
 AB1562
 AB1562  NAD 83(1986)-  26 21 32.36747(N)    097 20 47.22463(W) AD(       ) 4
 AB1562  NAD 27      -  26 21 31.10800(N)    097 20 46.30200(W) AD(       ) 3
 AB1562
 AB1562.Superseded values are not recommended for survey control.
 AB1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1562.See file dsdata.txt to determine how the superseded data were derived.
 AB1562
 AB1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6499016498(NAD 83)
 AB1562_MARKER: 14 = NAVIGATION LIGHT
 AB1562
 AB1562  HISTORY     - Date     Condition        Report By
 AB1562  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1562  HISTORY     - 1985     GOOD             USPSQD
 AB1562
 AB1562                          STATION DESCRIPTION
 AB1562
 AB1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1562'LOCATED ON N SIDE OF CHANNEL LEADING FROM INTRACOASTAL WATERWAY
 AB1562'TO HARLINGEN TURNING BASIN, 1.25 MILES W OF THE JUNCTION OF
 AB1562'THESE TWO CHANNELS, ON THE NE TIP OF RINCON BUENA VISTA.  A
 AB1562'FLASHING RED LIGHT ON FOUR PILE DOLPHIN 20 FEET HIGH.  RED
 AB1562'TRIANGULAR DAYMARKS WITH YELLOW BORDERS AND THE LIGHT NUMBER
 AB1562'ARE ON THE E AND W SIDES OF THE DOLPHIN.
 AB1562
 AB1562                          STATION RECOVERY (1985)
 AB1562
 AB1562'RECOVERY NOTE BY US POWER SQUADRON 1985 (GES)
 AB1562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1603 ***********************************************************************
 AB1603  DESIGNATION -  HARLINGEN MUNICIPAL TANK
 AB1603  PID         -  AB1603
 AB1603  STATE/COUNTY-  TX/CAMERON
 AB1603  USGS QUAD   -  HARLINGEN (1983)
 AB1603
 AB1603                         *CURRENT SURVEY CONTROL
 AB1603  ___________________________________________________________________
 AB1603* NAD 83(1993)-  26 11 16.04883(N)    097 41 43.09587(W)     ADJUSTED  
 AB1603* NAVD 88     -                                                        
 AB1603  ___________________________________________________________________
 AB1603  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 AB1603  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AB1603
 AB1603  HORZ ORDER  -  THIRD
 AB1603
 AB1603.The horizontal coordinates were established by classical geodetic methods
 AB1603.and adjusted by the National Geodetic Survey in February 1996..
 AB1603
 AB1603
 AB1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1603
 AB1603.The geoid height was determined by GEOID03.
 AB1603
 AB1603;                    North         East     Units Scale Factor Converg.
 AB1603;SPC TX S     - 5,057,994.395   380,434.793   MT  0.99999475   +0 21 55.2
 AB1603;SPC TX S     -16,594,436.61  1,248,143.15   sFT  0.99999475   +0 21 55.2
 AB1603;UTM  14      - 2,897,135.948   630,369.521   MT  0.99980985   +0 34 33.1
 AB1603
 AB1603                          SUPERSEDED SURVEY CONTROL
 AB1603
 AB1603  NAD 83(1986)-  26 11 16.05868(N)    097 41 43.05660(W) AD(       ) 4
 AB1603  NAD 27      -  26 11 14.79200(N)    097 41 42.08600(W) AD(       ) 3
 AB1603
 AB1603.Superseded values are not recommended for survey control.
 AB1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1603.See file dsdata.txt to determine how the superseded data were derived.
 AB1603
 AB1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP3037097136(NAD 83)
 AB1603_MARKER: 53 = ELEVATED TANK
 AB1603
 AB1603  HISTORY     - Date     Condition        Report By
 AB1603  HISTORY     - 1947     FIRST OBSERVED   CGS
 AB1603  HISTORY     - 1959     GOOD             LOCENG
 AB1603  HISTORY     - 1963     GOOD             CGS
 AB1603  HISTORY     - 1968     GOOD             CGS
 AB1603  HISTORY     - 19910509 MARK NOT FOUND   USPSQD
 AB1603
 AB1603                          STATION DESCRIPTION
 AB1603
 AB1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1603'STATION IS LOCATED ON THE SOUTH SIDE OF THE CITY OF HARLINGEN,
 AB1603'IN A TRIANGLE FORMED BY THE INTERSECTION OF SOUTH FIRST,
 AB1603'SOUTH WEST AND WEST TAYLOR STREETS.  IT IS A ROUND TANK ATOP
 AB1603'A 6 LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH.  TANK AND LEGS
 AB1603'ARE PAINTED SILVER.  POINT OBSERVED ON WAS THE SMALL BALL
 AB1603'AT THE APEX OF THE ROOF.
 AB1603'
 AB1603'NOTE--AFTER OBSERVATIONS HAD BEEN COMPLETED THE ROOF OF THE
 AB1603'TANK WAS REMOVED, HEIGHT OF TANK INCREASED AND OLD ROOF AGAIN
 AB1603'PLACED ON TOP OF TANK.
 AB1603
 AB1603                          STATION RECOVERY (1959)
 AB1603
 AB1603'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AB1603'RECOVERED BY JOHNSON AND TAVENER
 AB1603'
 AB1603'A NEW ROOF HAS BEEN PLACED ON THE WATER TANK SINCE 1947 AND
 AB1603'IT IS PROBABLY THAT THE BALL AND FINIAL WAS NOT REPLACED IN
 AB1603'EXACTLY IN THE SAME POSITION.
 AB1603
 AB1603                          STATION RECOVERY (1963)
 AB1603
 AB1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJU)
 AB1603'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 AB1603
 AB1603                          STATION RECOVERY (1968)
 AB1603
 AB1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JVT)
 AB1603'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE
 AB1603'IN GOOD CONDITION.
 AB1603'
 AB1603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 AB1603'SOUTH SIDE OF HARLINGEN
 AB1603
 AB1603                          STATION RECOVERY (1991)
 AB1603
 AB1603'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1501 ***********************************************************************
 AB1501  DESIGNATION -  HARLINGEN PORT ISABEL LT 119
 AB1501  PID         -  AB1501
 AB1501  STATE/COUNTY-  TX/CAMERON
 AB1501  USGS QUAD   -  PORT ISABEL (1983)
 AB1501
 AB1501                         *CURRENT SURVEY CONTROL
 AB1501  ___________________________________________________________________
 AB1501* NAD 83(1993)-  26 06 22.96636(N)    097 12 39.81404(W)     ADJUSTED  
 AB1501* NAVD 88     -                                                        
 AB1501  ___________________________________________________________________
 AB1501  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AB1501  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 AB1501
 AB1501  HORZ ORDER  -  THIRD
 AB1501
 AB1501.The horizontal coordinates were established by classical geodetic methods
 AB1501.and adjusted by the National Geodetic Survey in February 1996..
 AB1501
 AB1501
 AB1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1501
 AB1501.The geoid height was determined by GEOID03.
 AB1501
 AB1501;                    North         East     Units Scale Factor Converg.
 AB1501;SPC TX S     - 5,049,376.687   428,929.121   MT  1.00001573   +0 35 06.7
 AB1501;SPC TX S     -16,566,163.35  1,407,244.96   sFT  1.00001573   +0 35 06.7
 AB1501;UTM  14      - 2,888,693.959   678,889.378   MT  0.99999513   +0 47 14.7
 AB1501
 AB1501                          SUPERSEDED SURVEY CONTROL
 AB1501
 AB1501  NAD 83(1986)-  26 06 22.98276(N)    097 12 39.76772(W) AD(       ) 4
 AB1501  NAD 27      -  26 06 21.70100(N)    097 12 38.85900(W) AD(       ) 3
 AB1501
 AB1501.Superseded values are not recommended for survey control.
 AB1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1501.See file dsdata.txt to determine how the superseded data were derived.
 AB1501
 AB1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7888988694(NAD 83)
 AB1501_MARKER: 14 = NAVIGATION LIGHT
 AB1501
 AB1501  HISTORY     - Date     Condition        Report By
 AB1501  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1501
 AB1501                          STATION DESCRIPTION
 AB1501
 AB1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1501'LOCATED IN LAGUNA MADRE, ON E SIDE OF THE INTRACOASTAL
 AB1501'WATERWAY, 18.4 MILES SSE OF HARLINGEN ENTRANCE CHANNEL, 2.1
 AB1501'MILES N OF PORT ISABEL.  A FLASHING WHITE LIGHT ON THREE
 AB1501'PILE DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW
 AB1501'BORDERS AND LIGHT NUMBER ON THE N AND S SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1515 ***********************************************************************
 AB1515  DESIGNATION -  HARLINGEN PORT ISABEL LT 109
 AB1515  PID         -  AB1515
 AB1515  STATE/COUNTY-  TX/CAMERON
 AB1515  USGS QUAD   -  PORT ISABEL NW (1983)
 AB1515
 AB1515                         *CURRENT SURVEY CONTROL
 AB1515  ___________________________________________________________________
 AB1515* NAD 83(1993)-  26 07 51.50235(N)    097 13 29.40159(W)     ADJUSTED  
 AB1515* NAVD 88     -                                                        
 AB1515  ___________________________________________________________________
 AB1515  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AB1515  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 AB1515
 AB1515  HORZ ORDER  -  THIRD
 AB1515
 AB1515.The horizontal coordinates were established by classical geodetic methods
 AB1515.and adjusted by the National Geodetic Survey in February 1996..
 AB1515
 AB1515
 AB1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1515
 AB1515.The geoid height was determined by GEOID03.
 AB1515
 AB1515;                    North         East     Units Scale Factor Converg.
 AB1515;SPC TX S     - 5,052,087.275   427,523.830   MT  1.00000918   +0 34 44.2
 AB1515;SPC TX S     -16,575,056.33  1,402,634.43   sFT  1.00000918   +0 34 44.2
 AB1515;UTM  14      - 2,891,399.504   677,474.537   MT  0.99998891   +0 46 55.3
 AB1515
 AB1515                          SUPERSEDED SURVEY CONTROL
 AB1515
 AB1515  NAD 83(1986)-  26 07 51.51883(N)    097 13 29.35643(W) AD(       ) 4
 AB1515  NAD 27      -  26 07 50.23800(N)    097 13 28.44600(W) AD(       ) 3
 AB1515
 AB1515.Superseded values are not recommended for survey control.
 AB1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1515.See file dsdata.txt to determine how the superseded data were derived.
 AB1515
 AB1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7747591400(NAD 83)
 AB1515_MARKER: 14 = NAVIGATION LIGHT
 AB1515
 AB1515  HISTORY     - Date     Condition        Report By
 AB1515  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1515
 AB1515                          STATION DESCRIPTION
 AB1515
 AB1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1515'LOCATED IN LAGUNA MADRE, ON E SIDE OF THE INTRACOASTAL
 AB1515'WATERWAY, 17.6 MILES SSE OF HARLINGEN ENTRANCE CHANNEL, 4.1
 AB1515'MILES NNW OF PORT ISABEL.  A FLASHING WHITE LIGHT ON A PILE
 AB1515'DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW
 AB1515'BORDERS AND LIGHT NUMBER ON THE N AND S SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1518 ***********************************************************************
 AB1518  DESIGNATION -  HARLINGEN PORT ISABEL LT 99
 AB1518  PID         -  AB1518
 AB1518  STATE/COUNTY-  TX/CAMERON
 AB1518  USGS QUAD   -  PORT ISABEL NW (1983)
 AB1518
 AB1518                         *CURRENT SURVEY CONTROL
 AB1518  ___________________________________________________________________
 AB1518* NAD 83(1993)-  26 09 19.34136(N)    097 14 18.61414(W)     ADJUSTED  
 AB1518* NAVD 88     -                                                        
 AB1518  ___________________________________________________________________
 AB1518  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AB1518  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 AB1518
 AB1518  HORZ ORDER  -  THIRD
 AB1518
 AB1518.The horizontal coordinates were established by classical geodetic methods
 AB1518.and adjusted by the National Geodetic Survey in February 1996..
 AB1518
 AB1518
 AB1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1518
 AB1518.The geoid height was determined by GEOID03.
 AB1518
 AB1518;                    North         East     Units Scale Factor Converg.
 AB1518;SPC TX S     - 5,054,776.667   426,129.762   MT  1.00000286   +0 34 21.8
 AB1518;SPC TX S     -16,583,879.78  1,398,060.73   sFT  1.00000286   +0 34 21.8
 AB1518;UTM  14      - 2,894,083.873   676,070.953   MT  0.99998278   +0 46 36.0
 AB1518
 AB1518                          SUPERSEDED SURVEY CONTROL
 AB1518
 AB1518  NAD 83(1986)-  26 09 19.35811(N)    097 14 18.57074(W) AD(       ) 4
 AB1518  NAD 27      -  26 09 18.07800(N)    097 14 17.65800(W) AD(       ) 3
 AB1518
 AB1518.Superseded values are not recommended for survey control.
 AB1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1518.See file dsdata.txt to determine how the superseded data were derived.
 AB1518
 AB1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7607194084(NAD 83)
 AB1518_MARKER: 14 = NAVIGATION LIGHT
 AB1518
 AB1518  HISTORY     - Date     Condition        Report By
 AB1518  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1518
 AB1518                          STATION DESCRIPTION
 AB1518
 AB1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1518'LOCATED IN LAGUNA MADRE, ON E SIDE OF THE INTRACOASTAL
 AB1518'WATERWAY, 14.7 MILES SSE OF HARLINGEN ENTRANCE CHANNEL, 5.9
 AB1518'MILES NNW OF PORT ISABEL.  A FLASHING WHITE LIGHT ON A PILE
 AB1518'DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW
 AB1518'BORDERS AND LIGHT NUMBER ON N AND S SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1525 ***********************************************************************
 AB1525  DESIGNATION -  HARLINGEN PORT ISABEL LT 59
 AB1525  PID         -  AB1525
 AB1525  STATE/COUNTY-  TX/CAMERON
 AB1525  USGS QUAD   -  LA COMA (1983)
 AB1525
 AB1525                         *CURRENT SURVEY CONTROL
 AB1525  ___________________________________________________________________
 AB1525* NAD 83(1993)-  26 14 24.57481(N)    097 16 26.62359(W)     ADJUSTED  
 AB1525* NAVD 88     -                                                        
 AB1525  ___________________________________________________________________
 AB1525  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AB1525  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 AB1525
 AB1525  HORZ ORDER  -  THIRD
 AB1525
 AB1525.The horizontal coordinates were established by classical geodetic methods
 AB1525.and adjusted by the National Geodetic Survey in February 1996..
 AB1525
 AB1525
 AB1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1525
 AB1525.The geoid height was determined by GEOID03.
 AB1525
 AB1525;                    North         East     Units Scale Factor Converg.
 AB1525;SPC TX S     - 5,064,134.762   422,483.367   MT  0.99998230   +0 33 23.7
 AB1525;SPC TX S     -16,614,582.13  1,386,097.51   sFT  0.99998230   +0 33 23.7
 AB1525;UTM  14      - 2,903,428.676   672,391.109   MT  0.99996694   +0 45 47.8
 AB1525
 AB1525                          SUPERSEDED SURVEY CONTROL
 AB1525
 AB1525  NAD 83(1986)-  26 14 24.59003(N)    097 16 26.58062(W) AD(       ) 4
 AB1525  NAD 27      -  26 14 23.31800(N)    097 16 25.66900(W) AD(       ) 3
 AB1525
 AB1525.Superseded values are not recommended for survey control.
 AB1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1525.See file dsdata.txt to determine how the superseded data were derived.
 AB1525
 AB1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7239103429(NAD 83)
 AB1525_MARKER: 14 = NAVIGATION LIGHT
 AB1525
 AB1525  HISTORY     - Date     Condition        Report By
 AB1525  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1525
 AB1525                          STATION DESCRIPTION
 AB1525
 AB1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1525'LOCATED IN LAGUNA MADRE, ON E SIDE OF THE INTRACOASTAL WATERWAY,
 AB1525'8.5 MILES SSE OF HARLINGEN ENTRANCE CHANNEL, 2.8 MILES SSE OF
 AB1525'THREE ISLANDS, AND 1.6 MILES SE OF RINCON GUAJARDO.  A FLASHING
 AB1525'WHITE LIGHT ON A PILE DOLPHIN 17 FEET HIGH.  BLACK SQUARE
 AB1525'DAYMARKS WITH YELLOW BORDERS AND LIGHT NUMBER ON THE N AND S
 AB1525'SIDES OF THE DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1526 ***********************************************************************
 AB1526  DESIGNATION -  HARLINGEN PORT ISABEL LT 79
 AB1526  PID         -  AB1526
 AB1526  STATE/COUNTY-  TX/CAMERON
 AB1526  USGS QUAD   -  LA COMA (1983)
 AB1526
 AB1526                         *CURRENT SURVEY CONTROL
 AB1526  ___________________________________________________________________
 AB1526* NAD 83(1993)-  26 11 53.73779(N)    097 15 32.97183(W)     ADJUSTED  
 AB1526* NAVD 88     -                                                        
 AB1526  ___________________________________________________________________
 AB1526  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 AB1526  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 AB1526
 AB1526  HORZ ORDER  -  THIRD
 AB1526
 AB1526.The horizontal coordinates were established by classical geodetic methods
 AB1526.and adjusted by the National Geodetic Survey in February 1996..
 AB1526
 AB1526
 AB1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1526
 AB1526.The geoid height was determined by GEOID03.
 AB1526
 AB1526;                    North         East     Units Scale Factor Converg.
 AB1526;SPC TX S     - 5,059,507.531   424,017.944   MT  0.99999219   +0 33 48.1
 AB1526;SPC TX S     -16,599,400.96  1,391,132.20   sFT  0.99999219   +0 33 48.1
 AB1526;UTM  14      - 2,898,807.072   673,942.290   MT  0.99997357   +0 46 07.5
 AB1526
 AB1526                          SUPERSEDED SURVEY CONTROL
 AB1526
 AB1526  NAD 83(1986)-  26 11 53.75292(N)    097 15 32.92976(W) AD(       ) 4
 AB1526  NAD 27      -  26 11 52.47900(N)    097 15 32.01900(W) AD(       ) 3
 AB1526
 AB1526.Superseded values are not recommended for survey control.
 AB1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1526.See file dsdata.txt to determine how the superseded data were derived.
 AB1526
 AB1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7394298807(NAD 83)
 AB1526_MARKER: 14 = NAVIGATION LIGHT
 AB1526
 AB1526  HISTORY     - Date     Condition        Report By
 AB1526  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1526
 AB1526                          STATION DESCRIPTION
 AB1526
 AB1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1526'LOCATED IN LAGUNA MADRE, ON E SIDE OF THE INTRACOASTAL WATERWAY,
 AB1526'11.5 MILES SSE OF HARLINGEN ENTRANCE CHANNEL.  9.0 MILES
 AB1526'NNW OF PORT ISABEL.  A FLASHING WHITE LIGHT ON A PILE DOLPHIN
 AB1526'17 FEET HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW BORDERS AND
 AB1526'LIGHT NUMBER ON THE N AND S SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1528 ***********************************************************************
 AB1528  DESIGNATION -  HARLINGEN PORT ISABEL LT 89
 AB1528  PID         -  AB1528
 AB1528  STATE/COUNTY-  TX/CAMERON
 AB1528  USGS QUAD   -  LA COMA (1983)
 AB1528
 AB1528                         *CURRENT SURVEY CONTROL
 AB1528  ___________________________________________________________________
 AB1528* NAD 83(1993)-  26 10 54.63423(N)    097 15 11.75202(W)     ADJUSTED  
 AB1528* NAVD 88     -                                                        
 AB1528  ___________________________________________________________________
 AB1528  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AB1528  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 AB1528
 AB1528  HORZ ORDER  -  THIRD
 AB1528
 AB1528.The horizontal coordinates were established by classical geodetic methods
 AB1528.and adjusted by the National Geodetic Survey in February 1996..
 AB1528
 AB1528
 AB1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1528
 AB1528.The geoid height was determined by GEOID03.
 AB1528
 AB1528;                    North         East     Units Scale Factor Converg.
 AB1528;SPC TX S     - 5,057,694.510   424,625.019   MT  0.99999621   +0 33 57.7
 AB1528;SPC TX S     -16,593,452.74  1,393,123.92   sFT  0.99999621   +0 33 57.7
 AB1528;UTM  14      - 2,896,996.271   674,555.840   MT  0.99997622   +0 46 15.2
 AB1528
 AB1528                          SUPERSEDED SURVEY CONTROL
 AB1528
 AB1528  NAD 83(1986)-  26 10 54.65022(N)    097 15 11.70983(W) AD(       ) 4
 AB1528  NAD 27      -  26 10 53.37300(N)    097 15 10.79600(W) AD(       ) 3
 AB1528
 AB1528.Superseded values are not recommended for survey control.
 AB1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1528.See file dsdata.txt to determine how the superseded data were derived.
 AB1528
 AB1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7455696996(NAD 83)
 AB1528_MARKER: 14 = NAVIGATION LIGHT
 AB1528
 AB1528  HISTORY     - Date     Condition        Report By
 AB1528  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1528
 AB1528                          STATION DESCRIPTION
 AB1528
 AB1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1528'LOCATED IN LAGUNA MADRE, ON E SIDE OF INTRACOASTAL WATERWAY,
 AB1528'12.8 MILES SSE OF HARLINGEN ENTRANCE CHANNEL, 7.8 MILES NNW
 AB1528'OF PORT ISABEL.  A QUICK FLASHING WHITE LIGHT ON A PILE DOLPHIN
 AB1528'17 FEET HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW BORDERS AND
 AB1528'LIGHT NUMBER ON THE N AND S SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1529 ***********************************************************************
 AB1529  DESIGNATION -  HARLINGEN PORT ISABEL LT 69
 AB1529  PID         -  AB1529
 AB1529  STATE/COUNTY-  TX/CAMERON
 AB1529  USGS QUAD   -  LA COMA (1983)
 AB1529
 AB1529                         *CURRENT SURVEY CONTROL
 AB1529  ___________________________________________________________________
 AB1529* NAD 83(1993)-  26 13 09.17057(N)    097 15 59.80566(W)     ADJUSTED  
 AB1529* NAVD 88     -                                                        
 AB1529  ___________________________________________________________________
 AB1529  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AB1529  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 AB1529
 AB1529  HORZ ORDER  -  THIRD
 AB1529
 AB1529.The horizontal coordinates were established by classical geodetic methods
 AB1529.and adjusted by the National Geodetic Survey in February 1996..
 AB1529
 AB1529
 AB1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1529
 AB1529.The geoid height was determined by GEOID03.
 AB1529
 AB1529;                    North         East     Units Scale Factor Converg.
 AB1529;SPC TX S     - 5,061,821.563   423,250.294   MT  0.99998718   +0 33 35.9
 AB1529;SPC TX S     -16,606,992.91  1,388,613.67   sFT  0.99998718   +0 33 35.9
 AB1529;UTM  14      - 2,901,118.291   673,166.350   MT  0.99997025   +0 45 57.6
 AB1529
 AB1529                          SUPERSEDED SURVEY CONTROL
 AB1529
 AB1529  NAD 83(1986)-  26 13 09.18531(N)    097 15 59.76289(W) AD(       ) 4
 AB1529  NAD 27      -  26 13 07.91200(N)    097 15 58.85200(W) AD(       ) 3
 AB1529
 AB1529.Superseded values are not recommended for survey control.
 AB1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1529.See file dsdata.txt to determine how the superseded data were derived.
 AB1529
 AB1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7316601118(NAD 83)
 AB1529_MARKER: 14 = NAVIGATION LIGHT
 AB1529
 AB1529  HISTORY     - Date     Condition        Report By
 AB1529  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1529
 AB1529                          STATION DESCRIPTION
 AB1529
 AB1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1529'LOCATED IN LAGUNA MADRE, ON E SIDE OF THE INTRACOASTAL WATERWAY,
 AB1529'9.9 MILES SSE OF HARLINGEN ENTRANCE CHANNEL, AND 10.8 MILES NNW
 AB1529'OF PORT ISABEL.  A FLASHING WHITE LIGHT ON A PILE DOLPHIN 17
 AB1529'FEET HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW BORDERS AND LIGHT
 AB1529'NUMBER ON THE N AND S SIDE OF THE DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1550 ***********************************************************************
 AB1550  DESIGNATION -  HARLINGEN PORT ISABEL LT 19
 AB1550  PID         -  AB1550
 AB1550  STATE/COUNTY-  TX/CAMERON
 AB1550  USGS QUAD   -  THREE ISLANDS (1983)
 AB1550
 AB1550                         *CURRENT SURVEY CONTROL
 AB1550  ___________________________________________________________________
 AB1550* NAD 83(1993)-  26 19 22.42664(N)    097 18 26.63901(W)     ADJUSTED  
 AB1550* NAVD 88     -                                                        
 AB1550  ___________________________________________________________________
 AB1550  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AB1550  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 AB1550
 AB1550  HORZ ORDER  -  THIRD
 AB1550
 AB1550.The horizontal coordinates were established by classical geodetic methods
 AB1550.and adjusted by the National Geodetic Survey in February 1996..
 AB1550
 AB1550
 AB1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1550
 AB1550.The geoid height was determined by GEOID03.
 AB1550
 AB1550;                    North         East     Units Scale Factor Converg.
 AB1550;SPC TX S     - 5,073,268.773   419,066.087   MT  0.99996432   +0 32 29.2
 AB1550;SPC TX S     -16,644,549.30  1,374,885.99   sFT  0.99996432   +0 32 29.2
 AB1550;UTM  14      - 2,912,550.098   668,940.740   MT  0.99995239   +0 45 02.6
 AB1550
 AB1550                          SUPERSEDED SURVEY CONTROL
 AB1550
 AB1550  NAD 83(1986)-  26 19 22.44199(N)    097 18 26.59828(W) AD(       ) 4
 AB1550  NAD 27      -  26 19 21.18400(N)    097 18 25.68600(W) AD(       ) 3
 AB1550
 AB1550.Superseded values are not recommended for survey control.
 AB1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1550.See file dsdata.txt to determine how the superseded data were derived.
 AB1550
 AB1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6894112550(NAD 83)
 AB1550_MARKER: 14 = NAVIGATION LIGHT
 AB1550
 AB1550  HISTORY     - Date     Condition        Report By
 AB1550  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1550
 AB1550                          STATION DESCRIPTION
 AB1550
 AB1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1550'LOCATED ON THE E SIDE OF THE INTRACOASTAL WATERWAY, 3.0 MILES
 AB1550'SSE OF HARLINGEN ENTRANCE CHANNEL, 1.5 MILES NNW OF THE MOST N
 AB1550'ONE OF THREE ISLANDS.  A FLASHING WHITE LIGHT ON A PILE DOLPHIN
 AB1550'17 FEET HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW BORDERS AND
 AB1550'LIGHT NUMBER ON THE N AND S SIDES OF THE DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1552 ***********************************************************************
 AB1552  DESIGNATION -  HARLINGEN PORT ISABEL LIGHT 9
 AB1552  PID         -  AB1552
 AB1552  STATE/COUNTY-  TX/CAMERON
 AB1552  USGS QUAD   -  THREE ISLANDS (1983)
 AB1552
 AB1552                         *CURRENT SURVEY CONTROL
 AB1552  ___________________________________________________________________
 AB1552* NAD 83(1993)-  26 20 35.75556(N)    097 18 59.62838(W)     ADJUSTED  
 AB1552* NAVD 88     -                                                        
 AB1552  ___________________________________________________________________
 AB1552  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AB1552  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 AB1552
 AB1552  HORZ ORDER  -  THIRD
 AB1552
 AB1552.The horizontal coordinates were established by classical geodetic methods
 AB1552.and adjusted by the National Geodetic Survey in February 1996..
 AB1552
 AB1552
 AB1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1552
 AB1552.The geoid height was determined by GEOID03.
 AB1552
 AB1552;                    North         East     Units Scale Factor Converg.
 AB1552;SPC TX S     - 5,075,516.737   418,130.071   MT  0.99996021   +0 32 14.2
 AB1552;SPC TX S     -16,651,924.49  1,371,815.07   sFT  0.99996021   +0 32 14.2
 AB1552;UTM  14      - 2,914,794.596   667,996.518   MT  0.99994846   +0 44 49.9
 AB1552
 AB1552                          SUPERSEDED SURVEY CONTROL
 AB1552
 AB1552  NAD 83(1986)-  26 20 35.77094(N)    097 18 59.58824(W) AD(       ) 4
 AB1552  NAD 27      -  26 20 34.50700(N)    097 18 58.66800(W) AD(       ) 3
 AB1552
 AB1552.Superseded values are not recommended for survey control.
 AB1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1552.See file dsdata.txt to determine how the superseded data were derived.
 AB1552
 AB1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6799714795(NAD 83)
 AB1552_MARKER: 14 = NAVIGATION LIGHT
 AB1552
 AB1552  HISTORY     - Date     Condition        Report By
 AB1552  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1552
 AB1552                          STATION DESCRIPTION
 AB1552
 AB1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1552'LOCATED ON THE E SIDE OF THE INTRACOASTAL WATERWAY, 1.5 MILES
 AB1552'SSE OF HARLINGEN ENTRANCE CHANNEL, AND ABREAST THE CENTER OF
 AB1552'ISLA CABALLO (HORSE ISLAND).  A FLASHING WHITE LIGHT ON A PILE
 AB1552'DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW BORDERS
 AB1552'AND LIGHT NUMBER ON THE N AND S SIDES OF THE DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1553 ***********************************************************************
 AB1553  DESIGNATION -  HARLINGEN PORT ISABEL LT 39
 AB1553  PID         -  AB1553
 AB1553  STATE/COUNTY-  TX/CAMERON
 AB1553  USGS QUAD   -  THREE ISLANDS (1983)
 AB1553
 AB1553                         *CURRENT SURVEY CONTROL
 AB1553  ___________________________________________________________________
 AB1553* NAD 83(1993)-  26 16 55.51723(N)    097 17 20.56037(W)     ADJUSTED  
 AB1553* NAVD 88     -                                                        
 AB1553  ___________________________________________________________________
 AB1553  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AB1553  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AB1553
 AB1553  HORZ ORDER  -  THIRD
 AB1553
 AB1553.The horizontal coordinates were established by classical geodetic methods
 AB1553.and adjusted by the National Geodetic Survey in February 1996..
 AB1553
 AB1553
 AB1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1553
 AB1553.The geoid height was determined by GEOID03.
 AB1553
 AB1553;                    North         East     Units Scale Factor Converg.
 AB1553;SPC TX S     - 5,068,765.329   420,941.946   MT  0.99997293   +0 32 59.2
 AB1553;SPC TX S     -16,629,774.25  1,381,040.37   sFT  0.99997293   +0 32 59.2
 AB1553;UTM  14      - 2,908,053.569   670,832.962   MT  0.99996033   +0 45 28.0
 AB1553
 AB1553                          SUPERSEDED SURVEY CONTROL
 AB1553
 AB1553  NAD 83(1986)-  26 16 55.53265(N)    097 17 20.51851(W) AD(       ) 4
 AB1553  NAD 27      -  26 16 54.26800(N)    097 17 19.60800(W) AD(       ) 3
 AB1553
 AB1553.Superseded values are not recommended for survey control.
 AB1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1553.See file dsdata.txt to determine how the superseded data were derived.
 AB1553
 AB1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7083308054(NAD 83)
 AB1553_MARKER: 14 = NAVIGATION LIGHT
 AB1553
 AB1553  HISTORY     - Date     Condition        Report By
 AB1553  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1553
 AB1553                          STATION DESCRIPTION
 AB1553
 AB1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1553'LOCATED IN LAGUNA MADRE, ON E SIDE OF THE INTRACOASTAL WATERWAY,
 AB1553'5.75 MILES SSE OF HARLINGEN ENTRANCE CHANNEL, BETWEEN THE TWO
 AB1553'MOST S OF THREE ISLANDS, AND AT FIRST TURN IN WATERWAY S OF
 AB1553'HARLINGEN ENTRANCE CHANNEL.  A QUICK FLASHING WHITE LIGHT ON A
 AB1553'PILE DOLPHIN 17 FEET HIGH.  BLACK DAYMARKS WITH YELLOW BORDERS
 AB1553'AND LIGHT NUMBER ON THE N AND S SIDES OF THE DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1555 ***********************************************************************
 AB1555  DESIGNATION -  HARLINGEN PORT ISABEL LT 29
 AB1555  PID         -  AB1555
 AB1555  STATE/COUNTY-  TX/CAMERON
 AB1555  USGS QUAD   -  THREE ISLANDS (1983)
 AB1555
 AB1555                         *CURRENT SURVEY CONTROL
 AB1555  ___________________________________________________________________
 AB1555* NAD 83(1993)-  26 18 08.99823(N)    097 17 53.59892(W)     ADJUSTED  
 AB1555* NAVD 88     -                                                        
 AB1555  ___________________________________________________________________
 AB1555  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AB1555  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 AB1555
 AB1555  HORZ ORDER  -  THIRD
 AB1555
 AB1555.The horizontal coordinates were established by classical geodetic methods
 AB1555.and adjusted by the National Geodetic Survey in February 1996..
 AB1555
 AB1555
 AB1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1555
 AB1555.The geoid height was determined by GEOID03.
 AB1555
 AB1555;                    North         East     Units Scale Factor Converg.
 AB1555;SPC TX S     - 5,071,017.827   420,003.866   MT  0.99996856   +0 32 44.2
 AB1555;SPC TX S     -16,637,164.32  1,377,962.68   sFT  0.99996856   +0 32 44.2
 AB1555;UTM  14      - 2,910,302.614   669,886.710   MT  0.99995635   +0 45 15.3
 AB1555
 AB1555                          SUPERSEDED SURVEY CONTROL
 AB1555
 AB1555  NAD 83(1986)-  26 18 09.01343(N)    097 17 53.55764(W) AD(       ) 4
 AB1555  NAD 27      -  26 18 07.74700(N)    097 17 52.64400(W) AD(       ) 3
 AB1555
 AB1555.Superseded values are not recommended for survey control.
 AB1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1555.See file dsdata.txt to determine how the superseded data were derived.
 AB1555
 AB1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6988710303(NAD 83)
 AB1555_MARKER: 14 = NAVIGATION LIGHT
 AB1555
 AB1555  HISTORY     - Date     Condition        Report By
 AB1555  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1555
 AB1555                          STATION DESCRIPTION
 AB1555
 AB1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1555'LOCATED ON THE E SIDE OF INTRACOASTAL WATERWAY, 4.25 MILES SSE
 AB1555'OF HARLINGEN ENTRANCE CHANNEL, AND DIRECTLY E OF THE N TIP OF
 AB1555'THE MOST N ONE OF THREE ISLANDS.  A FLASHING WHITE LIGHT ON A
 AB1555'PILE DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS WITH YELLOW
 AB1555'BORDERS AND LIGHT NUMBER ON THE N AND S SIDES OF THE DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1556 ***********************************************************************
 AB1556  DESIGNATION -  HARLINGEN PORT ISABEL LIGHT 2
 AB1556  PID         -  AB1556
 AB1556  STATE/COUNTY-  TX/CAMERON
 AB1556  USGS QUAD   -  THREE ISLANDS (1983)
 AB1556
 AB1556                         *CURRENT SURVEY CONTROL
 AB1556  ___________________________________________________________________
 AB1556* NAD 83(1993)-  26 21 20.41210(N)    097 19 23.61220(W)     ADJUSTED  
 AB1556* NAVD 88     -                                                        
 AB1556  ___________________________________________________________________
 AB1556  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AB1556  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 AB1556
 AB1556  HORZ ORDER  -  THIRD
 AB1556
 AB1556.The horizontal coordinates were established by classical geodetic methods
 AB1556.and adjusted by the National Geodetic Survey in February 1996..
 AB1556
 AB1556
 AB1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1556
 AB1556.The geoid height was determined by GEOID03.
 AB1556
 AB1556;                    North         East     Units Scale Factor Converg.
 AB1556;SPC TX S     - 5,076,884.749   417,452.261   MT  0.99995777   +0 32 03.3
 AB1556;SPC TX S     -16,656,412.71  1,369,591.29   sFT  0.99995777   +0 32 03.3
 AB1556;UTM  14      - 2,916,160.097   667,313.704   MT  0.99994563   +0 44 40.4
 AB1556
 AB1556                          SUPERSEDED SURVEY CONTROL
 AB1556
 AB1556  NAD 83(1986)-  26 21 20.42711(N)    097 19 23.57219(W) AD(       ) 4
 AB1556  NAD 27      -  26 21 19.16900(N)    097 19 22.65300(W) AD(       ) 3
 AB1556
 AB1556.Superseded values are not recommended for survey control.
 AB1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1556.See file dsdata.txt to determine how the superseded data were derived.
 AB1556
 AB1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6731416160(NAD 83)
 AB1556_MARKER: 14 = NAVIGATION LIGHT
 AB1556
 AB1556  HISTORY     - Date     Condition        Report By
 AB1556  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1556
 AB1556                          STATION DESCRIPTION
 AB1556
 AB1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1556'LOCATED IN LAGUNA MADRE, AT JUNCTION WITH S ENTRANCE TO HARLINGEN
 AB1556'CHANNEL, ON THE W SIDE OF THE INTRACOASTAL WATERWAY.  THE LIGHT
 AB1556'IS ON A THREE-PILE DOLPHIN 17 FEET HIGH.  RED TRIANGULAR DAYMARKS
 AB1556'WITH YELLOW BORDERS AND LIGHT NUMBER ARE ON NNW AND SSE SIDES
 AB1556'OF DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1557 ***********************************************************************
 AB1557  DESIGNATION -  HARLINGEN PORT ISABEL LT 49
 AB1557  PID         -  AB1557
 AB1557  STATE/COUNTY-  TX/CAMERON
 AB1557  USGS QUAD   -  THREE ISLANDS (1983)
 AB1557
 AB1557                         *CURRENT SURVEY CONTROL
 AB1557  ___________________________________________________________________
 AB1557* NAD 83(1993)-  26 15 40.12446(N)    097 16 53.50656(W)     ADJUSTED  
 AB1557* NAVD 88     -                                                        
 AB1557  ___________________________________________________________________
 AB1557  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AB1557  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 AB1557
 AB1557  HORZ ORDER  -  THIRD
 AB1557
 AB1557.The horizontal coordinates were established by classical geodetic methods
 AB1557.and adjusted by the National Geodetic Survey in February 1996..
 AB1557
 AB1557
 AB1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1557
 AB1557.The geoid height was determined by GEOID03.
 AB1557
 AB1557;                    North         East     Units Scale Factor Converg.
 AB1557;SPC TX S     - 5,066,452.460   421,714.865   MT  0.99997755   +0 33 11.5
 AB1557;SPC TX S     -16,622,186.11  1,383,576.19   sFT  0.99997755   +0 33 11.5
 AB1557;UTM  14      - 2,905,743.548   671,614.249   MT  0.99996364   +0 45 38.0
 AB1557
 AB1557                          SUPERSEDED SURVEY CONTROL
 AB1557
 AB1557  NAD 83(1986)-  26 15 40.13980(N)    097 16 53.46412(W) AD(       ) 4
 AB1557  NAD 27      -  26 15 38.87200(N)    097 16 52.55200(W) AD(       ) 3
 AB1557
 AB1557.Superseded values are not recommended for survey control.
 AB1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1557.See file dsdata.txt to determine how the superseded data were derived.
 AB1557
 AB1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ7161405744(NAD 83)
 AB1557_MARKER: 14 = NAVIGATION LIGHT
 AB1557
 AB1557  HISTORY     - Date     Condition        Report By
 AB1557  HISTORY     - 1950     FIRST OBSERVED   CGS
 AB1557
 AB1557                          STATION DESCRIPTION
 AB1557
 AB1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1557'LOCATED IN LAGUNA MADRE, ON E SIDE OF THE INTRACOASTAL WATERWAY,
 AB1557'7.2 MILES SSE OF HARLINGEN ENTRANCE CHANNEL, 1.4 MILES SSE OF THREE
 AB1557'ISLANDS, AND ABREAST OF RINCON DE GUAJARDO.  A FLASHING WHITE
 AB1557'LIGHT ON A PILE DOLPHIN 17 FEET HIGH.  BLACK SQUARE DAYMARKS
 AB1557'WITH YELLOW BORDERS AND LIGHT NUMBER ON THE N AND S SIDES OF
 AB1557'THE DOLPHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1619 ***********************************************************************
 AB1619  DESIGNATION -  HARLINGEN PUMP STA TALL STK
 AB1619  PID         -  AB1619
 AB1619  STATE/COUNTY-  TX/CAMERON
 AB1619  USGS QUAD   -  SANTA MARIA (1970)
 AB1619
 AB1619                         *CURRENT SURVEY CONTROL
 AB1619  ___________________________________________________________________
 AB1619* NAD 83(1993)-  26 02 38.02917(N)    097 45 21.61037(W)     ADJUSTED  
 AB1619* NAVD 88     -                                                        
 AB1619  ___________________________________________________________________
 AB1619  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AB1619  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AB1619
 AB1619  HORZ ORDER  -  THIRD
 AB1619
 AB1619.The horizontal coordinates were established by classical geodetic methods
 AB1619.and adjusted by the National Geodetic Survey in February 1996..
 AB1619
 AB1619
 AB1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1619
 AB1619.The geoid height was determined by GEOID03.
 AB1619
 AB1619;                    North         East     Units Scale Factor Converg.
 AB1619;SPC TX S     - 5,042,015.208   374,461.626   MT  1.00003319   +0 20 16.0
 AB1619;SPC TX S     -16,542,011.56  1,228,546.18   sFT  1.00003319   +0 20 16.0
 AB1619;UTM  14      - 2,881,138.437   624,456.076   MT  0.99979125   +0 32 46.5
 AB1619
 AB1619                          SUPERSEDED SURVEY CONTROL
 AB1619
 AB1619  NAD 83(1986)-  26 02 38.03691(N)    097 45 21.57024(W) AD(       ) 4
 AB1619  NAD 27      -  26 02 36.76000(N)    097 45 20.59100(W) AD(       ) 3
 AB1619
 AB1619.Superseded values are not recommended for survey control.
 AB1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1619.See file dsdata.txt to determine how the superseded data were derived.
 AB1619
 AB1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP2445681138(NAD 83)
 AB1619_MARKER: 63 = STACK
 AB1619
 AB1619  HISTORY     - Date     Condition        Report By
 AB1619  HISTORY     - 1913     FIRST OBSERVED   CGS
 AB1619
 AB1619                          STATION DESCRIPTION
 AB1619
 AB1619'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1606 ***********************************************************************
 AB1606  DESIGNATION -  HARLINGEN STANDPIPE
 AB1606  PID         -  AB1606
 AB1606  STATE/COUNTY-  TX/CAMERON
 AB1606  USGS QUAD   -  HARLINGEN (1983)
 AB1606
 AB1606                         *CURRENT SURVEY CONTROL
 AB1606  ___________________________________________________________________
 AB1606* NAD 83(1993)-  26 11 42.03328(N)    097 41 55.50465(W)     ADJUSTED  
 AB1606* NAVD 88     -                                                        
 AB1606  ___________________________________________________________________
 AB1606  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 AB1606  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AB1606
 AB1606  HORZ ORDER  -  THIRD
 AB1606
 AB1606.The horizontal coordinates were established by classical geodetic methods
 AB1606.and adjusted by the National Geodetic Survey in February 1996..
 AB1606
 AB1606
 AB1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1606
 AB1606.The geoid height was determined by GEOID03.
 AB1606
 AB1606;                    North         East     Units Scale Factor Converg.
 AB1606;SPC TX S     - 5,058,791.860   380,085.181   MT  0.99999298   +0 21 49.6
 AB1606;SPC TX S     -16,597,052.96  1,246,996.13   sFT  0.99999298   +0 21 49.6
 AB1606;UTM  14      - 2,897,931.975   630,017.045   MT  0.99980872   +0 34 28.2
 AB1606
 AB1606                          SUPERSEDED SURVEY CONTROL
 AB1606
 AB1606  NAD 83(1986)-  26 11 42.04307(N)    097 41 55.46594(W) AD(       ) 4
 AB1606  NAD 27      -  26 11 40.77600(N)    097 41 54.49800(W) AD(       ) 3
 AB1606
 AB1606.Superseded values are not recommended for survey control.
 AB1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1606.See file dsdata.txt to determine how the superseded data were derived.
 AB1606
 AB1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP3001797932(NAD 83)
 AB1606_MARKER: 52 = STANDPIPE TANK
 AB1606
 AB1606  HISTORY     - Date     Condition        Report By
 AB1606  HISTORY     - 1913     FIRST OBSERVED   CGS
 AB1606
 AB1606                          STATION DESCRIPTION
 AB1606
 AB1606'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3430 ***********************************************************************
 AW3430  DESIGNATION -  HARMASTON
 AW3430  PID         -  AW3430
 AW3430  STATE/COUNTY-  TX/HARRIS
 AW3430  USGS QUAD   -  HARMASTON (1982)
 AW3430
 AW3430                         *CURRENT SURVEY CONTROL
 AW3430  ___________________________________________________________________
 AW3430* NAD 83(1986)-  29 59 53.     (N)    095 09 50.     (W)     SCALED    
 AW3430* NAVD 88     -        20.43   (+/-2cm)      67.0    (feet)  VERTCON   
 AW3430  ___________________________________________________________________
 AW3430  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW3430
 AW3430  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3430
 AW3430.The horizontal coordinates were scaled from a topographic map and have
 AW3430.an estimated accuracy of +/- 6 seconds.
 AW3430
 AW3430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3430.The vertical order pertains to the NGVD 29 superseded value.
 AW3430
 AW3430.The geoid height was determined by GEOID03.
 AW3430
 AW3430;                    North         East    Units  Estimated Accuracy
 AW3430;SPC TXSC     - 4,245,980.      970,050.      MT  (+/- 180 meters Scaled)
 AW3430
 AW3430                          SUPERSEDED SURVEY CONTROL
 AW3430
 AW3430  NGVD 29 (??/??/92)   20.427  (m)           67.02   (f) ADJ UNCH    2 0
 AW3430
 AW3430.Superseded values are not recommended for survey control.
 AW3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3430.See file dsdata.txt to determine how the superseded data were derived.
 AW3430
 AW3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP912205(NAD 83)
 AW3430_MARKER: DS = TRIANGULATION STATION DISK
 AW3430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3430_STAMPING: HARMASTON 1952
 AW3430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3430+STABILITY: SURFACE MOTION
 AW3430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3430+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 AW3430
 AW3430  HISTORY     - Date     Condition        Report By
 AW3430  HISTORY     - 1952     MONUMENTED       CGS
 AW3430  HISTORY     - 1954     GOOD             CGS
 AW3430  HISTORY     - 1955     GOOD             CGS
 AW3430  HISTORY     - 1955     GOOD             NGS
 AW3430  HISTORY     - 1958     MARK NOT FOUND   CGS
 AW3430  HISTORY     - 1965     SEE DESCRIPTION  CGS
 AW3430  HISTORY     - 1965     GOOD             CGS
 AW3430  HISTORY     - 1968     GOOD             CGS
 AW3430  HISTORY     - 1973     GOOD             NGS
 AW3430  HISTORY     - 1983     GOOD             LOCSUR
 AW3430  HISTORY     - 20040316 GOOD             USPSQD
 AW3430
 AW3430                          STATION DESCRIPTION
 AW3430
 AW3430'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW3430'THE STATION IS LOCATED ABOUT 9.0 MILES WEST-NORTHWEST OF
 AW3430'CROSBY, ABOUT 5.5 MILES EAST OF HUMBLE AND 2.0 MILES WEST
 AW3430'OF THE SAN JACINTO RIVER JUST WEST OF A FORK IN TWO SHELL
 AW3430'ROADS.  IT IS 79.0 FEET NORTH OF THE CENTER OF A SHELL ROAD,
 AW3430'44.0 FEET SOUTH OF THE CENTER OF A SHELL ROAD, 9.0 FEET NORTH
 AW3430'OF A FENCE AND 2.0 FEET WEST OF A WITNESS POST.  IT PROJECTS
 AW3430'8 INCHES AND IS STAMPED HARMASTON 1952.
 AW3430'
 AW3430'REFERENCE MARK NO. 1 IS 38.0 FEET SOUTH OF THE CENTER OF
 AW3430'A SHELL ROAD AND 0.5 FOOT NORTH OF A FENCE.  IT PROJECTS
 AW3430'5 INCHES AND IS STAMPED HARMASTON NO 1 1952.
 AW3430'
 AW3430'REFERENCE MARK NO. 2 IS 52.0 FEET SOUTH OF THE CENTER OF A
 AW3430'SHELL ROAD AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 5
 AW3430'INCHES AND IS STAMPED HARMASTON NO 2 1952.
 AW3430'
 AW3430'THE AZIMUTH MARK IS 50.0 FEET NORTH OF THE CENTER OF A SHELL
 AW3430'ROAD, 10.0 FEET SOUTHEAST OF A TELEPHONE POLE, 2.5 FEET WEST
 AW3430'OF A WITNESS POST AND 0.5 FOOT SOUTH OF A FENCE.  IT PROJECTS
 AW3430'5 INCHES AND IS STAMPED HARMASTON 1952.
 AW3430'
 AW3430'TO REACH THE STATION FROM THE RAILROAD DEPOT JUST WEST OF
 AW3430'THE POST OFFICE IN HUMBLE, GO NORTH ONE BLOCK TO A CROSS-STREET,
 AW3430'TURN RIGHT AND GO EAST FOR 0.2 MILE TO A CROSS-STREET, TURN
 AW3430'LEFT AND GO NORTH FOR 0.05 MILE AND A SINCLAIR SERVICE STATION
 AW3430'ON THE RIGHT.  HERE TURN RIGHT AND GO EAST ON A PAVED ROAD
 AW3430'FOR 1.4 MILES TO WHERE THE PAVED ROAD TURNS LEFT AND A SHELL
 AW3430'ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE EAST ON THE SHELL
 AW3430'ROAD FOR 4.7 MILES TO A POINT WHERE A REVERSE FORK TURNS
 AW3430'SHARP RIGHT AND THE STATION IN THE V FORMED BY THIS FORK
 AW3430'AS DESCRIBED.
 AW3430'
 AW3430'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A SHELL
 AW3430'ROAD FOR 0.3 MILE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 AW3430'
 AW3430'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 AW3430
 AW3430                          STATION RECOVERY (1954)
 AW3430
 AW3430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW3430'0.4 MILE SOUTH ALONG AN OILED ROAD FROM THE SCHOOLHOUSE
 AW3430'AT HUFFMAN, THENCE 4.7 MILES SOUTHWEST ALONG THE NEW SAN JACINTO
 AW3430'RESERVOIR ROAD, AT A JUNCTION WITH OLD HUMBLE ROAD AND ATASCOCITA
 AW3430'ROAD, 65 FEET SOUTH OF THE CENTER LINE OF THE RESERVOIR ROAD,
 AW3430'70 FEET NORTHWEST OF THE CENTER LINE OF ATASCOCITA ROAD,
 AW3430'35 FEET SOUTH OF THE CENTER LINE OF OLD HUMBLE ROAD, 38 FEET
 AW3430'EAST OF A 16 INCH PINE TREE, 1 FOOT SOUTHWEST OF A WITNESS
 AW3430'POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 AW3430'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 AW3430'STAMPED HARMASTON 1952.
 AW3430'
 AW3430'HARMASTON R.M. 1 IS 115.3 FEET SOUTH OF TRIANGULATION STATION
 AW3430'HARMASTON 1952, 38 FEET SOUTH OF THE CENTER LINE OF ATASCOCITA
 AW3430'ROAD, 16.6 FEET WEST OF A 10 INCH PINE TREE, 1 FOOT NORTHWEST
 AW3430'OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AW3430'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED HARMASTON
 AW3430'NO 1 1952.
 AW3430'
 AW3430'HARMASTON R.M. 2 IS 105.5 FEET WEST OF TRIANGULATION STATION
 AW3430'HARMASTON 1952, 48 FEET SOUTHEAST OF THE CENTER OF THE ROAD
 AW3430'JUNCTION, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 AW3430'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED HARMASTON
 AW3430'NO 2 1952.
 AW3430'
 AW3430'HARMASTON 1952 AZIMUTH IS 0.3 MILE EAST OF TRIANGULATION
 AW3430'STATION HARMASTON 1952, 320 FEET EAST OF THE RESERVOIR ROAD,
 AW3430'35 FEET NORTH OF THE CENTER LINE OF OLD HUMBLE ROAD, 9 FEET
 AW3430'SOUTHEAST OF A TELEPHONE POLE, 2 FEET WEST OF A WITNESS
 AW3430'POST, 1 FOOT SOUTH OF A FENCE, AN AZIMUTH MARK DISK SET
 AW3430'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AW3430'THE GROUND, STAMPED HARMASTON 1952.
 AW3430
 AW3430                          STATION RECOVERY (1955)
 AW3430
 AW3430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 AW3430'THE STATION IS LOCATED ABOUT 5.6 MILES EAST OF HUMBLE AT THE
 AW3430'JUNCTION OF THE HUMBLE-HUFFMAN HIGHWAY AND THE OLD HUMBLE
 AW3430'ROAD AND ABOUT 1.3 MILES WEST OF THE WEST END OF THE SAN
 AW3430'JACINTO RIVER DAM AND CAUSEWAY.  THE AREA AT THE STATION IS NOW
 AW3430'A WIDE INTERSECTION WITH 3 SEPARATE TRAFFIC LANES AND THE
 AW3430'STATION MARK IS NEAR THE CENTER OF THE AREA.
 AW3430'
 AW3430'THE STATION IS MARKED WITH A STANDARD DISK STAMPED HARMASTON
 AW3430'1952 IN A CONCRETE MONUMENT, FLUSH WITH THE GROUND, 25 FEET
 AW3430'NORTH OF THE CENTERLINE OF THE MIDDLE ONE OF THE THREE ROAD
 AW3430'BEDS, 65 FEET SOUTH OF THE CENTERLINE OF THE NORTH LANE
 AW3430'WHICH IS WEST BOUND TRAFFIC AND ABOUT 1 FOOT LOWER THAN THE
 AW3430'CENTERLINE OF THE MIDDLE LANE.  IT IS 2 FEET WEST OF A 4 X 4
 AW3430'WITNESS POST.
 AW3430'
 AW3430'REFERENCE MARK NO. 1 IS IN THE SOUTH RIGHT-OF-WAY FENCE LINE,
 AW3430'ABOUT 10 FEET WEST OF A 12 INCH PINE TREE USED AS A FENCE
 AW3430'POST AND IS A STANDARD DISK STAMPED HARMASTON NO. 1 1952 SET
 AW3430'IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES.
 AW3430'
 AW3430'REFERENCE MARK NO. 2 IS ABOUT 30 FEET NORTH OF THE CENTERLINE
 AW3430'OF THE MIDDLE TRAFFIC LANE, 60 FEET SOUTH OF THE CENTERLINE
 AW3430'OF THE NORTH LANE AND IS ABOUT FLUSH.  THE DISK HAS BEEN
 AW3430'REMOVED BUT THE BRONZE STEM IS STILL IN PLACE.
 AW3430'
 AW3430'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 0.2 MILE EAST
 AW3430'OF THE EAST POINT OF THE TRAFFIC INTERSECTION, 50 YARDS WEST
 AW3430'OF A CONCRETE CULVERT AND IN THE NORTH RIGHT-OF-WAY FENCE
 AW3430'LINE OF THE OLD ROAD LEADING EAST FROM THE INTERSECTION.
 AW3430'IT IS 2 FEET WEST OF A 4 X 4 WITNESS POST.  A STANDARD AZIMUTH
 AW3430'DISK STAMPED HARMASTON 1952 AND SET IN A CONCRETE MONUMENT
 AW3430'PROJECTING ABOUT 3 INCHES.
 AW3430
 AW3430                          STATION RECOVERY (1955)
 AW3430
 AW3430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AW3430'5.6 MI E FROM HUBLE.
 AW3430'ABOUT 5.6 MILES EAST ALONG THE NEW HIGHWAY FROM THE R.R. CROSSING AT
 AW3430'HUMBLE, HARRIS COUNTY, TEXAS AND AT THE JUNCTION OF THE NEW HIGHWAY
 AW3430'AND THE OLD ROAD, A WIDE INTERSECTION ABOUT 1.3 MILES WEST OF THE WEST
 AW3430'END OF THE SAN JACINTO RIVER DAM AND CAUSEWAY.  A STANDARD
 AW3430'TRIANGULATION STATION DISK STAMPED HARMASTON 1955 IN A CONCRETE
 AW3430'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND, ALONG THE SHOULDER OF
 AW3430'THE HIGHWAY FILL, 25 FEET NORTH OF THE CENTERLINE OF THE MIDDLE ONE OF
 AW3430'THREE TRAFFIC LANES, 65 FEET SOUTH OF THE THE CENTERLINE OF THE NORTH
 AW3430'TRAFFIC LANE WHICH IS THE NEW ROAD-BED AND ABOUT 1 FEET LOWER THAN THE
 AW3430'CENTERLINE OF THE HIGHWAY.  IT IS ABOUT 2 FEET SOUTH WEST OF A 4 X 4
 AW3430'WITNESS POST.
 AW3430
 AW3430                          STATION RECOVERY (1958)
 AW3430
 AW3430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JMC)
 AW3430'SURFACE MARKER DESTROYED BY ROAD CONSTRUCTION.  SUB SURFACE
 AW3430'MARKER O.K.
 AW3430'
 AW3430'R.M. 2 DESTROYED
 AW3430'
 AW3430'R.M. 1 O.K.
 AW3430'
 AW3430'AZIMUTH O.K.
 AW3430'
 AW3430'STATION IS A CLOVER LEAF TYPE OF INTER CHANGE OF F.M. 1960
 AW3430'AND ATASCOCITA ROAD.  STATION IS 26.0 NORTH OF SOUTH ROAD
 AW3430'AND 72.0 FT SOUTH OF NORTH ROAD.
 AW3430
 AW3430                          STATION RECOVERY (1965)
 AW3430
 AW3430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 AW3430'THE STATION SURFACE MARK WAS FOUND TO BE DESTROYED.  REFERENCE
 AW3430'MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 AW3430'GOOD CONDITION.  A NEW SURFACE STATION MARK WAS RE-MARKED
 AW3430'IN THE PRECISE ORIGINAL POSITION OVER THE UNDERGROUND STATION
 AW3430'MARK AND A NEW REFERENCE MARK ESTABLISHED.
 AW3430'
 AW3430'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 AW3430'6 MILES EAST OF HUMBLE, AT THE JUNCTION OF F M 1960 (OLD
 AW3430'HUMBLE ROAD) AND ATASCOCITA ROAD, ABOUT 1.3 MILES WEST OF
 AW3430'THE WEST END OF THE SAN JACINTO RIVER DAM CAUSEWAY.  THE
 AW3430'AREA AT THE STATION IS A WIDE INTERSECTION WITH THREE SEPARATE
 AW3430'TRAFFIC LANES.  THE STATION IS NEAR THE CENTER OF THE AREA.
 AW3430'
 AW3430'TO REACH THE STATION FROM THE POST OFFICE IN HUMBLE, GO EAST
 AW3430'ON HIGGNS STREET 0.1 MILE, THENCE TURN LEFT ONE BLOCK TO
 AW3430'F M 1960.  TURN RIGHT AND GO EAST ON F M 1960 FOR 6.15 MILES
 AW3430'TO THE STATION.  CONTINUE EAST FOR 0.1 MILE TO A ROAD LEADING
 AW3430'EAST FROM THE INTERSECTION, THENCE GO EAST 0.2 MILE TO THE
 AW3430'AZIMUTH MARK ON THE LEFT.
 AW3430'
 AW3430'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS STAMPED
 AW3430'HARMASTON 1952 1965, AND SET IN A 12 IN X 12 IN CONCRETE POST
 AW3430'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 25 FEET NORTH
 AW3430'OF THE CENTER LINE OF THE MIDDLE ROAD, 65 FEET SOUTH OF THE
 AW3430'CENTER LINE OF F M 1960, 9 FEET SOUTH-SOUTHWEST OF A 4 IN X 4 IN
 AW3430'CONCRETE POST NO. 24.  THE UNDERGROUND DISK IS STAMPED HARMASTON
 AW3430'1952.  IT IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES
 AW3430'BELOW THE SURFACE OF THE GROUND.
 AW3430'
 AW3430'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARMASTON NO 1
 AW3430'1952, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 AW3430'5 INCHES.  IT IS IN THE SOUTH RIGHT-OF-WAY FENCE LINE, 10
 AW3430'FEET WEST OF A PINE TREE USED AS A FENCE POST.
 AW3430'
 AW3430'REFERENCE MARK NO. 2 DISK HAS BEEN REMOVED BUT THE BRONZE
 AW3430'STEM IS STILL IN PLACE.  THE MARK IS A 10 IN X 10 IN CONCRETE
 AW3430'POST WHICH PROJECTS ABOUT 2 INCHES.  IT IS 30 FEET NORTH
 AW3430'OF THE CENTER LINE OF THE MIDDLE ROAD, 60 FEET SOUTH OF THE
 AW3430'CENTER LINE OF F M 1960, AND 6 FEET WEST OF A 4 IN X 4 IN
 AW3430'CONCRETE POST NO. 15.
 AW3430'
 AW3430'REFERENCE MARK NO. 3, A STANDARD USC AND GS BENCH MARK DISK
 AW3430'STAMPED N 662 1942, IS CEMENTED IN A DRILL HOLE IN THE WEST
 AW3430'END OF THE NORTH HEADWALL OF A SMALL CONCRETE CULVERT WHICH
 AW3430'IS AT THE JUNCTION OF THE MIDDLE ROAD AND ATASCOCITA ROAD.
 AW3430'IT IS 21 FEET NORTH OF THE CENTER LINE OF THE MIDDLE ROAD.
 AW3430'
 AW3430'AZIMUTH MARK, A STANDARD DISK STAMPED HARMASTON 1952, IS
 AW3430'SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 3 INCHES.
 AW3430'IT IS ALONG THE NORTH SIDE OF THE ROAD WHICH LEADS EAST
 AW3430'FROM THE INTERSECTION, ABOUT 50 YARDS WEST OF A CONCRETE CULVERT,
 AW3430'1 FOOT SOUTHEAST OF A METAL WITNESS POST, AND UNDER THE NORTH
 AW3430'RIGHT-OF-WAY FENCE LINE.
 AW3430
 AW3430                          STATION RECOVERY (1965)
 AW3430
 AW3430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JFF)
 AW3430'UNDERGROUND STATION MARK WAS RECOVERED.  A THOROUGH SEARCH
 AW3430'WAS MADE FOR SURFACE MARK AND A HOLE WAS DUG TO RECOVER
 AW3430'UNDERGROUND MARK.  WHEN THE HOLE WAS COVERED, A 3/4 IN IRON
 AW3430'ROD WAS SET OVER THE UNDERGROUND MARK AND SET FLUSH WITH THE
 AW3430'GROUND.  ONE 3 IN X 3 IN CONCRETE POST, 2 FEET ABOVE GROUND,
 AW3430'BEARS WESTERLY 98.4 FEET.  ONE MARKED 42 BEARS EASTERLY
 AW3430'50.4 FEET.
 AW3430'
 AW3430'R.M. 1 APPEARS TO LEAN SLIGHTLY TO THE EAST.  R.M. 2 HAS
 AW3430'BEEN PUSHED AND LEANS EASTERLY.  DISK HAS BEEN CUT OFF.  STEM
 AW3430'STILL IN PLACE.  AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 AW3430
 AW3430                          STATION RECOVERY (1968)
 AW3430
 AW3430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW3430'THE STATION MARK, REFERENCE MARK 1, B.M. N 662 AND THE AZIMUTH
 AW3430'MARK WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY
 AW3430'R.A.E. 1965.  THE CONCRETE MONUMENT FOR REFERENCE MARK 2 WAS
 AW3430'FOUND BUT THE STEM WAS GONE.  A STANDARD REFERENCE DISK
 AW3430'STAMPED HARMASTON 1952 1965 NO 2 1968, WAS SET IN A DRILL
 AW3430'HOLE IN THE OLD CONCRETE MONUMENT.
 AW3430'
 AW3430'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME AND OCCUPIED.
 AW3430'A TRAVERSE MEASUREMENT WAS MADE FROM HARMASTON 1952 1965
 AW3430'R.M. 3 1968 TO HARMASTON 1952 1965.
 AW3430'
 AW3430'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HARMASTON 1952
 AW3430'1965 R.M. 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AW3430'CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 166 FEET WEST OF THE
 AW3430'SOUTH END OF A TRIANGULAR SHAPED TRAFFIC ISLAND WITH CONCRETE
 AW3430'CURB, 115.6 FEET WEST OF THE SOUTH ONE OF TWO HIGH PRESSURE
 AW3430'OIL PIPES, 111 FEET SOUTH OF THE CENTER OF FARM ROAD 1960
 AW3430'AND 84.4 FEET NORTH-NORTHEAST OF A 4-INCH SQUARE CONCRETE
 AW3430'POST.
 AW3430'
 AW3430'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.6 MILES
 AW3430'EAST OF HUMBLE
 AW3430
 AW3430                          STATION RECOVERY (1973)
 AW3430
 AW3430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRG)
 AW3430'THE STATION, R.M. 1, 2, AND 3 AND THE AZIMUTH MARK WERE ALL
 AW3430'RECOVERED AND IN GOOD CONDITION
 AW3430'
 AW3430'THE STATION MAY BE REACHED BY GOING 4.9 MILES WEST ALONG FARM
 AW3430'ROAD 1960 FROM THE INTERSECTION OF FARM ROAD 2100 AT HUFFMAN,
 AW3430'71.5 FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND LANE OF FARM
 AW3430'ROAD 1960, 26-1/2 FEET NORTH OF THE CENTER LINE OF THE EASTBOUND
 AW3430'LANE OF FARM ROAD 1960, 2 FEET EAST OF A METAL WITNESS POST,
 AW3430'3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 AW3430'A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.  THE DISK
 AW3430'IS STAMPED HARMASTON 1952 1965.
 AW3430'
 AW3430'R.M. 1 IS ABOUT 118 FEET SOUTH OF THE STATION MARK DESCRIBED,
 AW3430'32 FEET SOUTH OF THE CENTER LINE OF ATASCOCITA ROAD, 13-1/2
 AW3430'FEET WEST OF AN 18 INCH PINE TREE, 1-1/2 FEET NORTH OF A FENCE
 AW3430'LINE, 2 FEET EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 AW3430'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AW3430'PROJECTING 5 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED
 AW3430'HARMASTON NO 1 1952.
 AW3430'
 AW3430'R.M. 2 IS 105.5 FEET WEST OF THE STATION MARK, 67-1/2 FEET
 AW3430'SOUTH OF THE CENTER LINE OF FARM ROAD 1960, 6-1/2 FEET WEST
 AW3430'OF A 4-BY-4- INCH CONCRETE POST, 2 FEET EAST OF A METAL WITNESS
 AW3430'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 AW3430'ABOVE THE LEVEL OF THE GROUND.  THE DISK IS STAMPED HARMASTON
 AW3430'NO 2 1952 1965 1968.
 AW3430'
 AW3430'R.M. 3 IS ABOUT 0.05 MILE WEST OF THE STATION, 166 FEET WEST
 AW3430'OF THE SOUTH END OF A TRIANGULAR SHAPED TRAFFIC ISLAND WITH
 AW3430'CONCRETE CURBING, 113 FEET WEST OF THE SOUTH ONE OF TWO HIGH
 AW3430'PRESSURE OIL LINES, 187 FEET EAST OF A POWER POLE WITH TWO
 AW3430'GUY WIRES, 111 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 AW3430'LANE OF FARM ROAD 1960, 2 FEET EAST OF A METAL WITNESS POST
 AW3430'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW3430'THE DISK IS STAMPED HARMASTON NO 3 1952 1965 1968.
 AW3430'
 AW3430'THE AZIMUTH MARK IS ABOUT 0.25 MILE EAST ALONG ATASCOCITA ROAD
 AW3430'FROM THE STATION MARK, 49-1/2 FEET NORTH OF THE CENTER LINE
 AW3430'OF ATASCOCITA ROAD, 32-1/2 FEET EAST OF A POWER POLE, 1 FOOT
 AW3430'SOUTH OF A FENCE LINE, 1.4 FEET SOUTHEAST OF A METAL WITNESS
 AW3430'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 AW3430'ABOVE THE LEVEL OF THE GROUND.  THE DISK IS STAMPED HARMASTON
 AW3430'1952.
 AW3430'
 AW3430'THE MARK WAS RECOVERED IN 1973 AND IN GOOD CONDITION.  BENCH
 AW3430'MARK N 662 1942 IS 166.3 FEET EAST OF THE STATION MARK, 23
 AW3430'FEET NORTH OF THE CENTER LINE OF THE EASTBOUND LANE OF FARM
 AW3430'ROAD 1960, 75 FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND
 AW3430'LAND OF THE ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH
 AW3430'HEADWALL FOR A 36 INCH PIPE CULVERT, 3-1/2 FEET WEST OF THE EAST
 AW3430'END OF THE HEADWALL AND 1 FOOT BELOW THE LEVEL OF THE ROAD.
 AW3430'THE B.M. DISK IS STAMPED N 662 1942.
 AW3430'
 AW3430'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 AW3430'WEST OF HUFFMAN
 AW3430
 AW3430                          STATION RECOVERY (1983)
 AW3430
 AW3430'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AW3430'STATION FOUND IN GOOD CONDITION, AZIMUTH MARK FOUND IN GOOD
 AW3430'CONDITION.
 AW3430
 AW3430                          STATION RECOVERY (2004)
 AW3430
 AW3430'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0691 ***********************************************************************
 AW0691  DESIGNATION -  HARMASTON RESET
 AW0691  PID         -  AW0691
 AW0691  STATE/COUNTY-  TX/HARRIS
 AW0691  USGS QUAD   -  HARMASTON (1982)
 AW0691
 AW0691                         *CURRENT SURVEY CONTROL
 AW0691  ___________________________________________________________________
 AW0691* NAD 83(1993)-  29 59 53.00188(N)    095 09 50.05220(W)     ADJUSTED  
 AW0691* NAVD 88     -                                                        
 AW0691  ___________________________________________________________________
 AW0691  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AW0691  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW0691  OBS GRAVITY -     979,306.4   (mgal)                       GRAV_OBS
 AW0691
 AW0691  HORZ ORDER  -  FIRST
 AW0691
 AW0691.The horizontal coordinates were established by classical geodetic methods
 AW0691.and adjusted by the National Geodetic Survey in February 1996..
 AW0691
 AW0691
 AW0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0691
 AW0691.The geoid height was determined by GEOID03.
 AW0691.The observed gravity was obtained from relative gravimeter ties
 AW0691.to the IGSN71 gravity network.
 AW0691
 AW0691;                    North         East     Units Scale Factor Converg.
 AW0691;SPC TXSC     - 4,245,983.007   970,045.647   MT  0.99993004   +1 52 45.7
 AW0691;SPC TXSC     -13,930,362.58  3,182,558.09   sFT  0.99993004   +1 52 45.7
 AW0691;UTM  15      - 3,320,541.239   291,267.462   MT  1.00013757   -1 04 56.2
 AW0691
 AW0691|---------------------------------------------------------------------|
 AW0691| PID    Reference Object                     Distance      Geod. Az  |
 AW0691|                                                           dddmmss.s |
 AW0691| AW0692 N 662                                50.688 METERS 08316     |
 AW0691| AW0693 HARMASTON AZ MK                                    0882115.2 |
 AW0691| AW6219 CROSBY MUNICIPAL TANK               APPROX.13.6 KM 1362928.5 |
 AW0691| AW0775 HARMASTON RM 1                       35.205 METERS 18747     |
 AW0691| AW0689 HARMASTON RM 3 RESET                178.515 METERS 26022     |
 AW0691| AW3429 HARMASTON RM 2                       31.936 METERS 26656     |
 AW0691| AW6632 HUMBLE MUNICIPAL TANK               APPROX. 9.9 KM 2684904.4 |
 AW0691| BL2196 PORTER TRUCKLINE GAS CO MAST        APPROX.12.7 KM 3275707.1 |
 AW0691|---------------------------------------------------------------------|
 AW0691
 AW0691                          SUPERSEDED SURVEY CONTROL
 AW0691
 AW0691  NAD 83(1986)-  29 59 53.01716(N)    095 09 50.03422(W) AD(       ) 1
 AW0691
 AW0691.Superseded values are not recommended for survey control.
 AW0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0691.See file dsdata.txt to determine how the superseded data were derived.
 AW0691
 AW0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9126720541(NAD 83)
 AW0691_MARKER: DS = TRIANGULATION STATION DISK
 AW0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0691_STAMPING: HARMASTON 1952 1965
 AW0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0691+STABILITY: SURFACE MOTION
 AW0691
 AW0691  HISTORY     - Date     Condition        Report By
 AW0691  HISTORY     - 1965     MONUMENTED       CGS
 AW0691  HISTORY     - 1973     GOOD             NGS
 AW0691  HISTORY     - 1978     GOOD             NGS
 AW0691  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0691  HISTORY     - 19990916 MARK NOT FOUND   USPSQD
 AW0691
 AW0691                          STATION DESCRIPTION
 AW0691
 AW0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0691'4.9 MI W FROM HUFFMAN.
 AW0691'ABOUT 4.9 MILES WEST ALONG HIGHWAY FM 1960 FROM THE INTERSECTION OF FM
 AW0691'1960 AND FM 2100 AT HUFFMAN AT THE INTERSECTION OF FM 1960 AND
 AW0691'ATASCOCITA ROAD, 71.5 FEET SOUTH OF THE CENTER LINE OF THE WEST BOUND
 AW0691'LANE OF FM 1960, 26.5 FEET NORTH OF THE CENTER LINE OF THE EAST BOUND
 AW0691'LANE OF FM 1960.  IT IS A STANDARD STATION MARK DISK ABOUT 2 FEET EAST
 AW0691'OF A METAL WITNESS POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY
 AW0691'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0691
 AW0691                          STATION RECOVERY (1978)
 AW0691
 AW0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0691'RECOVERED IN GOOD CONDITION.
 AW0691
 AW0691                          STATION RECOVERY (1987)
 AW0691
 AW0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0691'THE CONCRETE POST WAS FOUND WITH THE DISK MISSING.
 AW0691
 AW0691                          STATION RECOVERY (1999)
 AW0691
 AW0691'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0775 ***********************************************************************
 AW0775  DESIGNATION -  HARMASTON RM 1
 AW0775  PID         -  AW0775
 AW0775  STATE/COUNTY-  TX/HARRIS
 AW0775  USGS QUAD   -  HARMASTON (1982)
 AW0775
 AW0775                         *CURRENT SURVEY CONTROL
 AW0775  ___________________________________________________________________
 AW0775* NAD 83(1986)-  29 59 52.     (N)    095 09 50.     (W)     SCALED    
 AW0775* NAVD 88     -        20.24   (+/-2cm)      66.4    (feet)  VERTCON   
 AW0775  ___________________________________________________________________
 AW0775  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW0775
 AW0775  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0775
 AW0775.The horizontal coordinates were scaled from a topographic map and have
 AW0775.an estimated accuracy of +/- 6 seconds.
 AW0775
 AW0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0775.The vertical order pertains to the NGVD 29 superseded value.
 AW0775
 AW0775.The geoid height was determined by GEOID03.
 AW0775
 AW0775;                    North         East    Units  Estimated Accuracy
 AW0775;SPC TXSC     - 4,245,950.      970,050.      MT  (+/- 180 meters Scaled)
 AW0775
 AW0775                          SUPERSEDED SURVEY CONTROL
 AW0775
 AW0775  NGVD 29 (??/??/92)   20.23   (m)           66.4    (f) COMPUTED    2 0
 AW0775
 AW0775.Superseded values are not recommended for survey control.
 AW0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0775.See file dsdata.txt to determine how the superseded data were derived.
 AW0775
 AW0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP912205(NAD 83)
 AW0775_MARKER: DR = REFERENCE MARK DISK
 AW0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0775_STAMPING: HARMASTON NO 1 1952
 AW0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0775+STABILITY: SURFACE MOTION
 AW0775
 AW0775  HISTORY     - Date     Condition        Report By
 AW0775  HISTORY     - 1952     MONUMENTED       CGS
 AW0775  HISTORY     - 1973     GOOD             NGS
 AW0775  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0775  HISTORY     - 19990916 MARK NOT FOUND   USPSQD
 AW0775  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 AW0775
 AW0775                          STATION DESCRIPTION
 AW0775
 AW0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0775'4.9 MI W FROM HUFFMAN.
 AW0775'ABOUT 4.9 MILES WEST ALONG HIGHWAY FM 1960 FROM THE INTERSECTION OF FM
 AW0775'1960 AND FM 2100 AT HUFFMAN, AT THE INTERSECTION OF FM 1960 AND
 AW0775'ATASCOCITA ROAD, 32 FEET SOUTH OF THE CENTER LINE OF ATASCOCITA ROAD
 AW0775'1.5 FEET NORTH OF A FENCE, 13.5 FEET WEST OF AN 18 IN. PINE TREE.  A
 AW0775'STANDARD REFERENCE MARK DISK ABOUT 2 FEET EAST OF A METAL WITNESS POST
 AW0775'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 AW0775'CONCRETE POST PROJECTING 0.5 FEET.
 AW0775
 AW0775                          STATION RECOVERY (1978)
 AW0775
 AW0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0775'NOT RECOVERED.  NOTE=DESCRIPTION VERY VAGUE, UNABLE TO FIND.
 AW0775'THERE WAS ALSO A LOT OF GRADING BEING DONE ON THE SOUTH SIDE OF
 AW0775'ATASCOCITA ROAD, AND IT LOOKED AS THOUGH THE ROAD WAS TO BE
 AW0775'WIDENED.
 AW0775
 AW0775                          STATION RECOVERY (1999)
 AW0775
 AW0775'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0775'MARK NOT FOUND.
 AW0775
 AW0775                          STATION RECOVERY (2004)
 AW0775
 AW0775'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0689 ***********************************************************************
 AW0689  DESIGNATION -  HARMASTON RM 3 RESET
 AW0689  PID         -  AW0689
 AW0689  STATE/COUNTY-  TX/HARRIS
 AW0689  USGS QUAD   -  HARMASTON (1982)
 AW0689
 AW0689                         *CURRENT SURVEY CONTROL
 AW0689  ___________________________________________________________________
 AW0689* NAD 83(1993)-  29 59 52.03131(N)    095 09 56.61863(W)     ADJUSTED  
 AW0689* NAVD 88     -        20.63   (+/-2cm)      67.7    (feet)  VERTCON   
 AW0689  ___________________________________________________________________
 AW0689  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW0689  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW0689
 AW0689  HORZ ORDER  -  SECOND
 AW0689  VERT ORDER  -  THIRD (See Below)
 AW0689
 AW0689.The horizontal coordinates were established by classical geodetic methods
 AW0689.and adjusted by the National Geodetic Survey in February 1996..
 AW0689
 AW0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0689.The vertical order pertains to the NGVD 29 superseded value.
 AW0689
 AW0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0689
 AW0689.The geoid height was determined by GEOID03.
 AW0689
 AW0689;                    North         East     Units Scale Factor Converg.
 AW0689;SPC TXSC     - 4,245,947.369   969,870.739   MT  0.99992998   +1 52 42.5
 AW0689;SPC TXSC     -13,930,245.66  3,181,984.25   sFT  0.99992998   +1 52 42.5
 AW0689;SPC TX C     - 3,048,287.422 1,198,451.701   MT  1.00003386   +2 39 41.8
 AW0689;SPC TX C     -10,000,922.98  3,931,920.29   sFT  1.00003386   +2 39 41.8
 AW0689;UTM  15      - 3,320,514.681   291,090.908   MT  1.00013848   -1 04 59.5
 AW0689
 AW0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0689!SPC TXSC     -   1.00000107  x   0.99992998  =   0.99993105
 AW0689!SPC TX C     -   1.00000107  x   1.00003386  =   1.00003493
 AW0689!UTM  15      -   1.00000107  x   1.00013848  =   1.00013955
 AW0689
 AW0689:                Primary Azimuth Mark                     Grid Az
 AW0689:SPC TXSC     -  ANCON                                    269 10 10.6
 AW0689:SPC TX C     -  ANCON                                    268 23 11.3
 AW0689:UTM  15      -  ANCON                                    272 07 52.6
 AW0689
 AW0689|---------------------------------------------------------------------|
 AW0689| PID    Reference Object                     Distance      Geod. Az  |
 AW0689|                                                           dddmmss.s |
 AW0689| AW6289 ANCON                               APPROX. 7.6 KM 2710253.1 |
 AW0689|---------------------------------------------------------------------|
 AW0689
 AW0689                          SUPERSEDED SURVEY CONTROL
 AW0689
 AW0689  NAD 83(1986)-  29 59 52.04659(N)    095 09 56.60067(W) AD(       ) 2
 AW0689  NAD 27      -  29 59 51.25596(N)    095 09 55.84995(W) AD(       ) 2
 AW0689  NGVD 29 (07/19/86)   20.63   (m)           67.7    (f) LEVELING    3  
 AW0689
 AW0689.Superseded values are not recommended for survey control.
 AW0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0689.See file dsdata.txt to determine how the superseded data were derived.
 AW0689
 AW0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9109120515(NAD 83)
 AW0689_MARKER: DR = REFERENCE MARK DISK
 AW0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0689_STAMPING: HARMASTON NO. 3 1952 1965 1968
 AW0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0689+STABILITY: SURFACE MOTION
 AW0689
 AW0689  HISTORY     - Date     Condition        Report By
 AW0689  HISTORY     - 1968     MONUMENTED       CGS
 AW0689  HISTORY     - 1973     GOOD             NGS
 AW0689  HISTORY     - 1973     GOOD             NGS
 AW0689  HISTORY     - 1978     GOOD             NGS
 AW0689  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0689  HISTORY     - 19990916 MARK NOT FOUND   USPSQD
 AW0689
 AW0689                          STATION DESCRIPTION
 AW0689
 AW0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0689'TO REACH THE STATION FROM THE POST OFFICE IN HUMBLE, GO EAST
 AW0689'ON HIGGNS STREET 0.1 MILE, THENCE TURN LEFT ONE BLOCK TO
 AW0689'F M 1960.  TURN RIGHT AND GO EAST ON F M 1960 FOR 6.15 MILES
 AW0689'TO THE STATION.
 AW0689'
 AW0689'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME AND OCCUPIED.
 AW0689'A TRAVERSE MEASUREMENT WAS MADE FROM HARMASTON 1952 1965
 AW0689'R.M. 3 1968 TO HARMASTON 1952 1965.
 AW0689'
 AW0689'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HARMASTON 1952
 AW0689'1965 R.M. 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AW0689'CONCRETE MONUMENT WHICH IS FLUSH.  IT IS 166 FEET WEST OF THE
 AW0689'SOUTH END OF A TRIANGULAR SHAPED TRAFFIC ISLAND WITH CONCRETE
 AW0689'CURB, 115.6 FEET WEST OF THE SOUTH ONE OF TWO HIGH PRESSURE
 AW0689'OIL PIPES, 111 FEET SOUTH OF THE CENTER OF FARM ROAD 1960
 AW0689'AND 84.4 FEET NORTH-NORTHEAST OF A 4-INCH SQUARE CONCRETE
 AW0689'POST.
 AW0689'
 AW0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.6 MILES
 AW0689'EAST OF HUMBLE
 AW0689
 AW0689                          STATION RECOVERY (1973)
 AW0689
 AW0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRG)
 AW0689'RECOVERED IN GOOD CONDITION
 AW0689'
 AW0689'THE STATION MAY BE REACHED BY GOING 4.9 MILES WEST ALONG FARM
 AW0689'ROAD 1960 FROM THE INTERSECTION OF FARM ROAD 2100 AT HUFFMAN,
 AW0689'71.5 FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND LANE OF FARM
 AW0689'ROAD 1960, 26-1/2 FEET NORTH OF THE CENTER LINE OF THE EASTBOUND
 AW0689'LANE OF FARM ROAD 1960, 2 FEET EAST OF A METAL WITNESS POST,
 AW0689'3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 AW0689'A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.  THE DISK
 AW0689'IS STAMPED HARMASTON NO 3 1952 1965 1968.
 AW0689'
 AW0689'R.M. 3 IS ABOUT 0.05 MILE WEST OF THE STATION, 166 FEET WEST
 AW0689'OF THE SOUTH END OF A TRIANGULAR SHAPED TRAFFIC ISLAND WITH
 AW0689'CONCRETE CURBING, 113 FEET WEST OF THE SOUTH ONE OF TWO HIGH
 AW0689'PRESSURE OIL LINES, 187 FEET EAST OF A POWER POLE WITH TWO
 AW0689'GUY WIRES, 111 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 AW0689'LANE OF FARM ROAD 1960, 2 FEET EAST OF A METAL WITNESS POST
 AW0689'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0689'THE DISK IS STAMPED HARMASTON NO 3 1952 1965 1968.
 AW0689
 AW0689                          STATION RECOVERY (1973)
 AW0689
 AW0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0689'4.95 MI W FROM HUFFMAN.
 AW0689'ABOUT 4.95 MILES WEST ALONG HIGHWAY FM 1960 FROM THE INTERSECTION OF
 AW0689'FM 1960 AND FM 2100 AT HUFFMAN AT THE INTERSECTION OF FM 1960 AND
 AW0689'ATASCOCITA ROAD, 166 FEET WEST OF THE SOUTH END OF TRIANGULAR SHAPED
 AW0689'TRAFFIC ISLAND WITH CONCRETE CURB, 113 FEET WEST AT THE SOUTH ONE OF
 AW0689'TWO HIGH PRESSURE OIL LINES, 187 FEET EAST OF A POWER POLE WITH 2 GUY
 AW0689'WIRES, 111 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE OF FM
 AW0689'1960.  A C AND GS REFERENCE MARK DISK ABOUT 2 FEET EAST OF A METAL
 AW0689'WITNESS POST AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW0689
 AW0689                          STATION RECOVERY (1978)
 AW0689
 AW0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0689'RECOVERED IN GOOD CONDITION.
 AW0689
 AW0689                          STATION RECOVERY (1987)
 AW0689
 AW0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0689'MARK NOT FOUND.
 AW0689
 AW0689                          STATION RECOVERY (1999)
 AW0689
 AW0689'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2326 ***********************************************************************
 AH2326  DESIGNATION -  HARMON ET
 AH2326  PID         -  AH2326
 AH2326  STATE/COUNTY-  TX/SWISHER
 AH2326  USGS QUAD   -  HAPPY (1965)
 AH2326
 AH2326                         *CURRENT SURVEY CONTROL
 AH2326  ___________________________________________________________________
 AH2326* NAD 83(1993)-  34 44 44.06085(N)    101 51 15.55444(W)     ADJUSTED  
 AH2326* NAVD 88     -      1102.     (meters)    3615.     (feet)  SCALED    
 AH2326  ___________________________________________________________________
 AH2326  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AH2326  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH2326
 AH2326  HORZ ORDER  -  THIRD
 AH2326
 AH2326.The horizontal coordinates were established by classical geodetic methods
 AH2326.and adjusted by the National Geodetic Survey in July 1998..
 AH2326
 AH2326.The orthometric height was scaled from a topographic map.
 AH2326
 AH2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2326
 AH2326.The geoid height was determined by GEOID03.
 AH2326
 AH2326;                    North         East     Units Scale Factor Converg.
 AH2326;SPC TX N     - 1,082,770.694   167,555.658   MT  0.99997922   -0 12 19.2
 AH2326;SPC TX N     - 3,552,390.19    549,722.19   sFT  0.99997922   -0 12 19.2
 AH2326;UTM  14      - 3,848,539.961   238,696.703   MT  1.00044165   -1 37 39.7
 AH2326
 AH2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2326!SPC TX N     -   0.99983108  x   0.99997922  =   0.99981030
 AH2326!UTM  14      -   0.99983108  x   1.00044165  =   1.00027265
 AH2326
 AH2326                          SUPERSEDED SURVEY CONTROL
 AH2326
 AH2326.No superseded survey control is available for this station.
 AH2326
 AH2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3869748540(NAD 83)
 AH2326_MARKER: DS = TRIANGULATION STATION DISK
 AH2326
 AH2326  HISTORY     - Date     Condition        Report By
 AH2326  HISTORY     - 1965     MONUMENTED       USGS
 AH2326
 AH2326                          STATION DESCRIPTION
 AH2326
 AH2326'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH2326'AT HAPPY, ON TOP OF NE. AND HIGHEST ONE OF THREE HEADER HOUSES OF THE
 AH2326'HARMON AND TOLES GRAIN ELEVATOR, 9.3 FT. NNW. OF SSE. EDGE AND 11.5
 AH2326'FT. ENE. OF WSW. EDGE.
 AH2326'STATION MARK--STANDARD TABLET STAMPED---HARMON-ET 1965---, SET IN
 AH2326'CONCRETE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0656 ***********************************************************************
 DP0656  DESIGNATION -  HARMONY
 DP0656  PID         -  DP0656
 DP0656  STATE/COUNTY-  TX/HALE
 DP0656  USGS QUAD   -  BARWISE (1968)
 DP0656
 DP0656                         *CURRENT SURVEY CONTROL
 DP0656  ___________________________________________________________________
 DP0656* NAD 83(1993)-  33 56 03.07177(N)    101 34 28.92348(W)     ADJUSTED  
 DP0656* NAVD 88     -       994.     (meters)    3261.     (feet)  SCALED    
 DP0656  ___________________________________________________________________
 DP0656  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 DP0656  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DP0656
 DP0656  HORZ ORDER  -  SECOND
 DP0656
 DP0656.The horizontal coordinates were established by classical geodetic methods
 DP0656.and adjusted by the National Geodetic Survey in February 1996..
 DP0656
 DP0656.The orthometric height was scaled from a topographic map.
 DP0656
 DP0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0656
 DP0656.The geoid height was determined by GEOID03.
 DP0656
 DP0656;                    North         East     Units Scale Factor Converg.
 DP0656;SPC TXNC     - 2,255,616.543   315,768.643   MT  0.99999110   -1 40 36.9
 DP0656;SPC TXNC     - 7,400,301.94  1,035,984.29   sFT  0.99999110   -1 40 36.9
 DP0656;UTM  14      - 3,757,844.926   262,018.321   MT  1.00029822   -1 26 16.7
 DP0656
 DP0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0656!SPC TXNC     -   0.99984801  x   0.99999110  =   0.99983911
 DP0656!UTM  14      -   0.99984801  x   1.00029822  =   1.00014619
 DP0656
 DP0656|---------------------------------------------------------------------|
 DP0656| PID    Reference Object                     Distance      Geod. Az  |
 DP0656|                                                           dddmmss.s |
 DP0656| CJ7404 HARMONY RM 1                         41.940 METERS 07319     |
 DP0656| DP0660 PETERSBURG MUNICIPAL TANK           APPROX. 7.4 KM 1961404.5 |
 DP0656| DP0661 PETERSBURG ATT MICRO RELAY MST      APPROX.10.6 KM 1963617.3 |
 DP0656| DP0664 PETERSBURG FINKER FARM SILO         APPROX. 8.0 KM 2215335.7 |
 DP0656| CJ7405 HARMONY RM 2                         27.392 METERS 29343     |
 DP0656| CJ7403 HARMONY AZ MK                                      3564706.8 |
 DP0656|---------------------------------------------------------------------|
 DP0656
 DP0656                          SUPERSEDED SURVEY CONTROL
 DP0656
 DP0656  NAD 83(1986)-  33 56 03.07779(N)    101 34 28.91747(W) AD(       ) 2
 DP0656  NAD 27      -  33 56 02.79489(N)    101 34 27.32158(W) AD(       ) 2
 DP0656
 DP0656.Superseded values are not recommended for survey control.
 DP0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0656.See file dsdata.txt to determine how the superseded data were derived.
 DP0656
 DP0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC6201857845(NAD 83)
 DP0656_MARKER: DS = TRIANGULATION STATION DISK
 DP0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0656
 DP0656  HISTORY     - Date     Condition        Report By
 DP0656  HISTORY     - 1964     MONUMENTED       CGS
 DP0656
 DP0656                          STATION DESCRIPTION
 DP0656
 DP0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0656'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF PETERSBURG, 14-1/2
 DP0656'MILES WEST-SOUTHWEST OF FLOYDADA, ON LAND OWNED BY STELLA BAIRD.
 DP0656'
 DP0656'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 70 IN
 DP0656'FLOYDADA, GO SOUTH ON HIGHWAY 62 FOR 3.45 MILES TO FARM ROAD 579 ON
 DP0656'THE RIGHT.  TURN RIGHT AND GO WEST ON FARM ROAD 11.85 MILES TO A
 DP0656'RAILROAD CROSSING, CROSS THE TRACKS AND CONTINUE WEST ON FARM ROAD
 DP0656'579 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT AND A FIELD
 DP0656'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE FIELD ROAD FOR 0.35
 DP0656'MILE TO AN IRRIGATION PUMP AND THE STATION.
 DP0656'
 DP0656'THE STATION MARK IS A STANDARD DISK, STAMPED HARMONY 1964, SET IN THE
 DP0656'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 DP0656'21.0 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 63.0 FEET
 DP0656'EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 89.3 FEET
 DP0656'EAST-SOUTHEAST OF A POWERLINE POLE, 139.0 FEET WEST-SOUTHWEST OF A
 DP0656'POWERLINE POLE AND 42.3 FEET NORTHEAST OF THE CENTER OF THE TOP
 DP0656'OF THE IRRIGATION PUMP.
 DP0656'
 DP0656'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HARMONY NO 1 1964, SET
 DP0656'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 DP0656'IT IS 193.3 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 DP0656'17.2 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD AND 2.0
 DP0656'FEET WEST OF A POWERLINE POLE AND AT ABOUT THE SAME ELEVATION AS
 DP0656'THE STATION.
 DP0656'
 DP0656'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HARMONY NO 2 1964, SET
 DP0656'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 DP0656'IS 2.0 FEET NORTH OF A POWERLINE POLE, 23.0 FEET WEST OF THE
 DP0656'CENTERLINE OF THE NORTH-SOUTH ROAD, 92.6 FEET NORTHWEST OF THE
 DP0656'CENTER OF THE TOP OF THE PUMP.
 DP0656'
 DP0656'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HARMONY 1964, SET IN THE
 DP0656'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 DP0656'1.0 FOOT EAST OF A WITNESS POST, 2.0 FEET EAST OF A POWERLINE POLE
 DP0656'AND 42.8 FEET NORTH OF THE CENTERLINE OF FARM ROAD 579.
 DP0656'
 DP0656'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2056 ***********************************************************************
 AN2056  DESIGNATION -  HARMS
 AN2056  PID         -  AN2056
 AN2056  STATE/COUNTY-  TX/VICTORIA
 AN2056  USGS QUAD   -  VICTORIA WEST (1987)
 AN2056
 AN2056                         *CURRENT SURVEY CONTROL
 AN2056  ___________________________________________________________________
 AN2056* NAD 83(1993)-  28 49 15.68243(N)    097 05 45.10280(W)     ADJUSTED  
 AN2056* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 AN2056  ___________________________________________________________________
 AN2056  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AN2056  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN2056
 AN2056  HORZ ORDER  -  FIRST
 AN2056
 AN2056.The horizontal coordinates were established by classical geodetic methods
 AN2056.and adjusted by the National Geodetic Survey in February 1996..
 AN2056
 AN2056.The orthometric height was scaled from a topographic map.
 AN2056
 AN2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2056
 AN2056.The geoid height was determined by GEOID03.
 AN2056
 AN2056;                    North         East     Units Scale Factor Converg.
 AN2056;SPC TXSC     - 4,110,976.439   785,829.641   MT  0.99990318   +0 55 58.3
 AN2056;SPC TXSC     -13,487,428.53  2,578,176.08   sFT  0.99990318   +0 55 58.3
 AN2056;UTM  14      - 3,189,645.456   685,799.942   MT  1.00002603   +0 55 05.5
 AN2056
 AN2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2056!SPC TXSC     -   0.99999803  x   0.99990318  =   0.99990121
 AN2056!UTM  14      -   0.99999803  x   1.00002603  =   1.00002406
 AN2056
 AN2056|---------------------------------------------------------------------|
 AN2056| PID    Reference Object                     Distance      Geod. Az  |
 AN2056|                                                           dddmmss.s |
 AN2056| CV4215 HARMS RM 1                           19.450 METERS 03847     |
 AN2056| AN2057 VICTORIA KVIC RADIO TOWER           APPROX. 8.5 KM 0840946.2 |
 AN2056| AN2369 VICTORIA EAST MUNICIPAL TANK        APPROX.10.3 KM 1011202.2 |
 AN2056| AN2060 VICTORIA WEST MUNICIPAL TANK        APPROX. 8.3 KM 1021752.3 |
 AN2056| AN2058 VICTORIA CO COURTHOUSE SPIRE        APPROX. 9.0 KM 1051001.4 |
 AN2056| AN2059 VICTORIA CENTRAL P L CO STK         APPROX. 9.0 KM 1123637.0 |
 AN2056| CV4217 HARMS RM 3                           24.661 METERS 13606     |
 AN2056| CV4216 HARMS RM 2                           25.780 METERS 14415     |
 AN2056| CV4214 HARMS AZ MK 2                                      3013839.3 |
 AN2056| CV4213 HARMS AZ MK                                        3020209.5 |
 AN2056|---------------------------------------------------------------------|
 AN2056
 AN2056                          SUPERSEDED SURVEY CONTROL
 AN2056
 AN2056  NAD 83(1986)-  28 49 15.69085(N)    097 05 45.08816(W) AD(       ) 1
 AN2056  NAD 27      -  28 49 14.72600(N)    097 05 44.12500(W) AD(       ) 1
 AN2056
 AN2056.Superseded values are not recommended for survey control.
 AN2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2056.See file dsdata.txt to determine how the superseded data were derived.
 AN2056
 AN2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS8580089645(NAD 83)
 AN2056_MARKER: DS = TRIANGULATION STATION DISK
 AN2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2056_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2056
 AN2056  HISTORY     - Date     Condition        Report By
 AN2056  HISTORY     - 1943     MONUMENTED       CGS
 AN2056  HISTORY     - 1952     GOOD             CGS
 AN2056  HISTORY     - 1959     GOOD             CGS
 AN2056  HISTORY     - 1963     GOOD             CGS
 AN2056  HISTORY     - 1980     GOOD             NGS
 AN2056  HISTORY     - 1981     GOOD             LOCENG
 AN2056
 AN2056                          STATION DESCRIPTION
 AN2056
 AN2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AN2056'THE STATION IS LOCATED ABOUT 6 MILES NW OF VICTORIA AND 8
 AN2056'MILES S OF NURSERY NEAR A FARMHOUSE OCCUPIED BY J.P. LONG.
 AN2056'IT IS 50 FEET NE OF GRAVEL ROAD, 63 FEET SE OF SE CORNER OF
 AN2056'FARMHOUSE AND 1 FOOT E OF N-S FENCE LINE IN NW CORNER OF A
 AN2056'LARGE PASTURE FIELD.  THE MARK IS STAMPED HARMS 1943 AND PROJECTS
 AN2056'2 INCHES.
 AN2056'
 AN2056'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AN2056'DISKS SET IN CONCRETE.
 AN2056'
 AN2056'REFERENCE MARK NO. 1 IS N OF STATION IN N-S FENCE LINE, 15 FEET
 AN2056'E OF LANE ON E SIDE OF FARMHOUSE.  THE MARK IS STAMPED HARMS
 AN2056'NO. 1 1943 AND PROJECTS 2 INCHES.
 AN2056'
 AN2056'REFERENCE MARK NO. 2 IS S OF STATION IN NW-SE FENCE LINE, 25
 AN2056'FEET N OF GRAVEL ROAD.  THE MARK IS STAMPED HARMS NO. 2, 1943
 AN2056'AND PROJECTS 3 INCHES.
 AN2056'
 AN2056'AZIMUTH MARK IS 0.4 MILE NW OF STATION, 25 FEET S OF GRAVEL ROAD
 AN2056'AND 10 FEET NW OF A GATE AND FARM LANE.  THE MARK IS STAMPED
 AN2056'HARMS 1943 AND PROJECTS 4 INCHES.  TO REACH FROM STATION GO
 AN2056'NW ON GRAVEL ROAD FOR 0.4 MILE TO MARK ON LEFT.
 AN2056'
 AN2056'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 AN2056'77 AND 59 IN THE N END OF VICTORIA, GO SW THROUGH THE CITY ON
 AN2056'77 AND 59 FOR 3.2 MILES TO A CROSSROADS (ON THE SIDE OF A HILL
 AN2056'JUST AFTER CROSSING CONCRETE VIADUCT), TURN RIGHT ON GRAVEL ROAD
 AN2056'AND GO 4.1 MILES TO FARMHOUSE ON RIGHT AND STATION.
 AN2056'
 AN2056'NOTE--A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AN2056'
 AN2056'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AN2056
 AN2056                          STATION RECOVERY (1952)
 AN2056
 AN2056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2056'THE STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD
 AN2056'CONDITION EXCEPT THE AZIMUTH MARK.  IT HAD APPARENTLY BEEN HIT
 AN2056'BY A ROAD GRADER AND WAS DESTROYED.  A NEW MARK WAS SET BY
 AN2056'THIS PARTY.  DUE TO CHANGES IN THE TERRAIN AND ROADS A NEW
 AN2056'DESCRIPTION FOLLOWS.
 AN2056'
 AN2056'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF NURSERY, 6 MILES
 AN2056'NORTHWEST OF VICTORIA, 63 FEET SOUTH OF THE SOUTH CORNER OF
 AN2056'A HOUSE, 50 FEET NORTHEAST OF THE CENTER LINE OF FARM ROAD 1515,
 AN2056'27 FEET EAST OF A GATE, AND 20 FEET NORTH OF A WITNESS POST.
 AN2056'
 AN2056'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59,
 AN2056'77 AND 87 IN THE NORTH EDGE OF VICTORIA.  GO WEST-SOUTHWEST
 AN2056'ON U.S. HIGHWAYS 59 AND 77 FOR 3.2 MILES TO FARM ROAD 1515 ON
 AN2056'THE RIGHT, NORTH.  TURN RIGHT AND GO NORTH ON FARM ROAD 1515
 AN2056'FOR 4.0 MILES TO THE STATION ON THE RIGHT, NORTHEAST SIDE OF
 AN2056'THE ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION.  GO
 AN2056'NORTHEAST SIDE OF THE ROAD.  TO REACH THE AZIMUTH MARK FROM THE
 AN2056'STATION.  GO NORTHWEST ON FARM ROAD 1515 FOR 0.4 MILE TO THE
 AN2056'AZIMUTH MARK ON THE LEFT, SOUTHWEST, OF THE ROAD.
 AN2056'
 AN2056'THE STATION MARK, STAMPED HARMS 1943, IS A STANDARD DISK SET
 AN2056'IN THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
 AN2056'
 AN2056'REFERENCE MARK NO. 1, STAMPED HARMS NO 1 1943, IS A STANDARD
 AN2056'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AN2056'IT IS 40 FEET SOUTHWEST OF A HOUSE AND 39 FEET SOUTH OF A
 AN2056'CONCRETE WATER TANK.
 AN2056'
 AN2056'REFERENCE MARK NO. 2, STAMPED HARMS NO 2 1943, IS A STANDARD
 AN2056'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
 AN2056'IT IS 30 FEET NORTHEAST OF THE CENTER LINE OF FARM ROAD 1515
 AN2056'AND 11 FEET SOUTHWEST OF A FENCE LINE.
 AN2056'
 AN2056'THE AZIMUTH MARK, STAMPED HARMS 1943 RESET 1952, IS A STANDARD
 AN2056'DISK SET IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 5 INCHES.
 AN2056'IT IS 50 FEET SOUTHWEST OF THE CENTER LINE OF FARM ROAD 1515, 10
 AN2056'FEET SOUTHEAST OF A GATE, AND 2 FEET SOUTHEAST OF A WITNESS POST.
 AN2056
 AN2056                          STATION RECOVERY (1959)
 AN2056
 AN2056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 AN2056'STATION, REFERENCE MARK NO. 1, AND AZIMUTH MARK RESET 1952,
 AN2056'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 AN2056'KNOCKED OUT OF GROUND.  DISTANCE TO REFERENCE MARK NO. 1 CHECKED
 AN2056'AND FOUND CORRECT.  DESCRIPTION BY HSC IN 1952 RECOVERY NOTE
 AN2056'ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.  FARM ROAD
 AN2056'1515 IS NOW FARM ROAD 236.
 AN2056
 AN2056                          STATION RECOVERY (1963)
 AN2056
 AN2056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2056'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION.
 AN2056'
 AN2056'REFERENCE MARK NO. 2 IS IN POOR CONDITION AND IS UPROOTED AND
 AN2056'LAYING ON ITS SIDE IN RIGHT OF WAY OF FARM ROAD 236.  THE STATION
 AN2056'IS LOCATED ABOUT 6 MILES NORTHWEST OF VICTORIA AND 8 MILES SOUTH
 AN2056'OF NURSERY NEAR A FARMHOUSE OCCUPIED BY W. WILLEKE.  IT IS
 AN2056'57 FEET NORTHEAST OF FARM ROAD 236, 63 FEET SOUTH OF
 AN2056'SOUTHERNMOST CORNER OF FARMHOUSE AND 32.5 FEET SOUTHEAST OF
 AN2056'NORTHEAST-SOUTHWEST FENCE LINE.  THE MARK IS STAMPED HARMS
 AN2056'1943, AND PROJECTS 2 IN.  REFERENCE MARK NO. 1 IS NORTHEAST OF
 AN2056'STATION 15 FEET NORTHEAST OF LANE ON SOUTHEAST SIDE OF
 AN2056'FARMHOUSE.  THE MARK IS STAMPED HARMS NO. 1 1943 AND
 AN2056'PROJECTS 2 IN.  REFERENCE MARK NO. 2 IS SOUTHWEST OF
 AN2056'THE STATION IN NORTHWEST-SOUTHEAST FENCE LINE, 40
 AN2056'FEET SOUTHWEST OF FARM ROAD 236.  THE MARK IS STAMPED HARMS
 AN2056'NO. 2, 1943 AND IS LAYING ON ITS SIDE IN THE RIGHT-OF-WAY.
 AN2056
 AN2056                          STATION RECOVERY (1980)
 AN2056
 AN2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2056'THE STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 AN2056'GOOD CONDITION.  A REFERENCE MARK 3 WAS SET TO REPLACE REFERENCE
 AN2056'MARK 2 WHICH WAS REPORTED DESTROYED.  THE DISTANCE TO REFERENCE
 AN2056'MARK 1 WAS FOUND TO BE SHORTER BY 20 MILLIMETERS.  NO CHECK ON
 AN2056'ANGLES AT THIS DATE BECAUSE NO DATA WAS AVAILABLE.
 AN2056'
 AN2056'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF VICTORIA, 8
 AN2056'MILES SOUTH OF NURSERY, NORTHEAST OF FARM ROAD 236 AND IN THE
 AN2056'SOUTHWEST CORNER OF A PASTURE, NEAR A WINDMILL.
 AN2056'
 AN2056'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AN2056'59, 77 AND 87 IN THE NORTH SIDE OF VICTORIA, GO
 AN2056'WEST-SOUTHWEST
 AN2056'ON U.S. HIGHWAYS 59 AND 77 FOR 3.2 MILES TO FARM
 AN2056'ROAD 236 ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON FARM
 AN2056'ROAD 236 FOR 4.0 MILES TO THE STATION ON THE RIGHT, NORTHEAST
 AN2056'SIDE OF THE ROAD, AS DESCRIBED.
 AN2056'
 AN2056'THE STATION IS A STANDARD NGS DISK
 AN2056'STAMPED---HARMS 1943---,
 AN2056'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AN2056'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 AN2056'102 FEET SOUTH-SOUTHWEST FROM A ROUND CONCRETE CULVERT,
 AN2056'50 FEET NORTHEAST FROM THE CENTER OF FARM ROAD 236 AND
 AN2056'23 FEET EAST FROM A METAL GATE.
 AN2056'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AN2056'STAMPED---HARMS 1943---,
 AN2056'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 AN2056'
 AN2056'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 AN2056'STAMPED---HARMS NO 1 1943---,
 AN2056'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 AN2056'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 AN2056'62 FEET SOUTHEAST FROM THE CENTER OF A METAL WINDMILL AND
 AN2056'41 FEET SOUTH FROM THE ROUND CONCRETE CULVERT.
 AN2056'MARK IS LEVEL WITH STATION.
 AN2056'
 AN2056'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 AN2056'STAMPED---HARMS NO 3 1943 1980---,
 AN2056'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AN2056'FLUSH WITH GROUND.  IT IS LOCATED
 AN2056'100 FEET SOUTHEAST FROM THE METAL GATE INTO THE FIELD,
 AN2056'32 FEET NORTHEAST FROM THE CENTER OF THE FARM ROAD 236 AND
 AN2056'2 FEET NORTHEAST FROM THE RIGHT-OF-WAY FENCE AND A METAL WITNESS
 AN2056'POST.
 AN2056'MARK IS LEVEL WITH STATION.
 AN2056'
 AN2056'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 AN2056'STAMPED---HARMS 1943 RESET 1952---,
 AN2056'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AN2056'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 AN2056'50 FEET SOUTHWEST FROM THE CENTER OF FARM ROAD 236,
 AN2056'13 FEET NORTHWEST FROM THE CENTER OF A DIRT DRIVEWAY TO A
 AN2056'TRAILER HOUSE AND
 AN2056'5 FEET SOUTHEAST FROM A POWER LINE POLE.
 AN2056'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWEST ON FARM
 AN2056'ROAD 236 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTHWEST
 AN2056'SIDE OF THE ROAD, AS DESCRIBED.
 AN2056'
 AN2056'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 AN2056
 AN2056                          STATION RECOVERY (1981)
 AN2056
 AN2056'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (TF)
 AN2056'HARMS 1952 RECOVERED GOOD.
 AN2056'
 AN2056'PREVIOUS DESC. ADEQUATE EXCEPT STATION FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2327 ***********************************************************************
 AH2327  DESIGNATION -  HAROLD ET
 AH2327  PID         -  AH2327
 AH2327  STATE/COUNTY-  TX/DEAF SMITH
 AH2327  USGS QUAD   -  DAWN (1984)
 AH2327
 AH2327                         *CURRENT SURVEY CONTROL
 AH2327  ___________________________________________________________________
 AH2327* NAD 83(1993)-  34 58 36.57279(N)    102 14 27.14520(W)     ADJUSTED  
 AH2327* NAVD 88     -      1164.4    (meters)    3820.     (feet)  VERTCON   
 AH2327  ___________________________________________________________________
 AH2327  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 AH2327  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH2327
 AH2327  HORZ ORDER  -  THIRD
 AH2327
 AH2327.The horizontal coordinates were established by classical geodetic methods
 AH2327.and adjusted by the National Geodetic Survey in July 1998..
 AH2327
 AH2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2327
 AH2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2327
 AH2327.The geoid height was determined by GEOID03.
 AH2327
 AH2327;                    North         East     Units Scale Factor Converg.
 AH2327;SPC TX N     - 1,108,619.746   132,352.607   MT  0.99994032   -0 25 45.7
 AH2327;SPC TX N     - 3,637,196.62    434,226.84   sFT  0.99994032   -0 25 45.7
 AH2327;UTM  13      - 3,873,951.303   751,879.449   MT  1.00038199   +1 34 57.0
 AH2327
 AH2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2327!SPC TX N     -   0.99982125  x   0.99994032  =   0.99976158
 AH2327!UTM  13      -   0.99982125  x   1.00038199  =   1.00020318
 AH2327
 AH2327                          SUPERSEDED SURVEY CONTROL
 AH2327
 AH2327  NGVD 29 (07/28/98) 1163.9    (m)         3819.     (f) VERT ANG       
 AH2327
 AH2327.Superseded values are not recommended for survey control.
 AH2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2327.See file dsdata.txt to determine how the superseded data were derived.
 AH2327
 AH2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU5187973951(NAD 83)
 AH2327_MARKER: DS = TRIANGULATION STATION DISK
 AH2327
 AH2327  HISTORY     - Date     Condition        Report By
 AH2327  HISTORY     - 1961     MONUMENTED       USGS
 AH2327
 AH2327                          STATION DESCRIPTION
 AH2327
 AH2327'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH2327'LOCATED ABOUT 5.0 MI. (AIRLINE) NW. OF DAWN, TEXAS, 6.0 MI. (AIRLINE)
 AH2327'W. OF FARM RD. 809.  IN THE CENTER OF A SECTION 16 FT. NE. OF A
 AH2327'WINDMILL.
 AH2327'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 66 AND FARM RD. 809, W.
 AH2327'OF DAWN, TEXAS, GO N. ON FARM RD. 809 5.6 MI. TO A CROSSROAD, TURN
 AH2327'LEFT (W.) ON GRADED RD. 2.3 MI. TO A FIELD RD. S., TURN LEFT (S.), GO
 AH2327'0.8 MI. TO STATION SITE.
 AH2327'STATION MARK--A STANDARD TABLET IN A CONCRETE POST FLUSH WITH GROUND,
 AH2327'STAMPED---HAROLD ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0756 ***********************************************************************
 BN0756  DESIGNATION -  HARP
 BN0756  PID         -  BN0756
 BN0756  STATE/COUNTY-  TX/KIMBLE
 BN0756  USGS QUAD   -  HARPER WEST (1974)
 BN0756
 BN0756                         *CURRENT SURVEY CONTROL
 BN0756  ___________________________________________________________________
 BN0756* NAD 83(1993)-  30 17 57.21522(N)    099 20 15.07742(W)     ADJUSTED  
 BN0756* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 BN0756  ___________________________________________________________________
 BN0756  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BN0756  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BN0756
 BN0756  HORZ ORDER  -  SECOND
 BN0756
 BN0756.The horizontal coordinates were established by classical geodetic methods
 BN0756.and adjusted by the National Geodetic Survey in February 1996..
 BN0756
 BN0756.The orthometric height was scaled from a topographic map.
 BN0756
 BN0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0756
 BN0756.The geoid height was determined by GEOID03.
 BN0756
 BN0756;                    North         East     Units Scale Factor Converg.
 BN0756;SPC TX C     - 3,070,552.399   795,787.152   MT  0.99995628   +0 30 46.4
 BN0756;SPC TX C     -10,073,970.66  2,610,845.01   sFT  0.99995628   +0 30 46.4
 BN0756;SPC TXSC     - 4,273,345.462   567,531.844   MT  1.00000463   -0 09 55.3
 BN0756;SPC TXSC     -14,020,134.24  1,861,977.39   sFT  1.00000463   -0 09 55.3
 BN0756;UTM  14      - 3,351,991.052   467,544.843   MT  0.99961299   -0 10 13.0
 BN0756
 BN0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0756!SPC TX C     -   0.99989567  x   0.99995628  =   0.99985195
 BN0756!SPC TXSC     -   0.99989567  x   1.00000463  =   0.99990030
 BN0756!UTM  14      -   0.99989567  x   0.99961299  =   0.99950870
 BN0756
 BN0756:                Primary Azimuth Mark                     Grid Az
 BN0756:SPC TX C     -  WENDEL                                   021 24 04.9
 BN0756:SPC TXSC     -  WENDEL                                   022 04 46.6
 BN0756:UTM  14      -  WENDEL                                   022 05 04.3
 BN0756
 BN0756|---------------------------------------------------------------------|
 BN0756| PID    Reference Object                     Distance      Geod. Az  |
 BN0756|                                                           dddmmss.s |
 BN0756| BN0758 WENDEL                              APPROX. 6.9 KM 0215451.3 |
 BN0756| CV4219 HARP RM 1                            28.704 METERS 07042     |
 BN0756| BN0755 HARPER CATH CH GREEN STEEPLE        APPROX. 7.9 KM 0873611.6 |
 BN0756| CV4218 HARP AZ MK                                         0890912.5 |
 BN0756| CV4220 HARP RM 2                            26.984 METERS 32423     |
 BN0756|---------------------------------------------------------------------|
 BN0756
 BN0756                          SUPERSEDED SURVEY CONTROL
 BN0756
 BN0756  NAD 83(1986)-  30 17 57.22333(N)    099 20 15.06525(W) AD(       ) 2
 BN0756  NAD 27      -  30 17 56.51900(N)    099 20 13.88900(W) AD(       ) 2
 BN0756
 BN0756.Superseded values are not recommended for survey control.
 BN0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0756.See file dsdata.txt to determine how the superseded data were derived.
 BN0756
 BN0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU6754551991(NAD 83)
 BN0756_MARKER: DS = TRIANGULATION STATION DISK
 BN0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0756
 BN0756  HISTORY     - Date     Condition        Report By
 BN0756  HISTORY     - 1944     MONUMENTED       CGS
 BN0756  HISTORY     - 1974     MARK NOT FOUND   USGS
 BN0756
 BN0756                          STATION DESCRIPTION
 BN0756
 BN0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0756'STATION IS LOCATED ABOUT 5.0 MILES, AIR LINE, W OF HARPER AND ABOUT
 BN0756'1.2 MILES N OF THE KERR-KIMBLE COUNTY LINE, ON THE N SIDE OF
 BN0756'U.S. HIGHWAY 290, ON PROPERTY OWNED BY MR. ALLEN L. GIBSON.
 BN0756'IT IS 58 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 290, 2 FEET
 BN0756'S OF THE N RIGHT-OF-WAY FENCE, AND 6 FEET SW OF 4- BY 4-INCH
 BN0756'WOODEN MARKER POST IN FENCE.
 BN0756'
 BN0756'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 BN0756'CYLINDER THAT PRJECTS ABOUT 2 INHCES ABOVE THE GROUND.  IT IS
 BN0756'STAMPED HARP 1944.  UNDERGROUND MARK 30 INCHES DOWN.
 BN0756'
 BN0756'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 BN0756'FLUSH WITH THE GROUND.  IT IS STAMPED HARP NO 1 1944.
 BN0756'
 BN0756'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 BN0756'FLUSH WITH THE GROUND.  IT IS STAMPED HARP NO 2 1944.
 BN0756'
 BN0756'AZIMUTH MARK IS 50 FEET S OF THE CENTER LINE OF U.S. HIGHWAY
 BN0756'290, 1 FOOT N OF THE S RIGHT-OF-WAY FENCE, AND 8 FEET E OF A
 BN0756'4-BY 4-INCH WOODEN MARKER POST IN THE FENCE.  IT IS A BRONZE
 BN0756'AZIMUTH DISK SET IN BEDROCK FLUSH WITH THE GROUND.  IT IS
 BN0756'STAMPED HARP 1944.
 BN0756'
 BN0756'TO REACH STATION FROM THE POST OFFICE IN HARPER, GO W ON
 BN0756'U.S. HIGHWAY 290 FOR 5.2 MILES TO THE SUMMIT OF THE HIGHEST
 BN0756'RIDGE CROSSING HIGHWAY IN THAT VICINITY AND STATION ON RIGHT.
 BN0756'
 BN0756'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BN0756
 BN0756                          STATION RECOVERY (1974)
 BN0756
 BN0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (CHS)
 BN0756'STATION MARK AND AZIMUTH MARK ARE BELIEVED TO HAVE BEEN DESTROYED
 BN0756'BY RECONSTRUCTION OF U.S. HIGHWAY 290.  RMS 1 AND 2 WERE RECOVERED
 BN0756'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1348 ***********************************************************************
 DN1348  DESIGNATION -  HARP
 DN1348  PID         -  DN1348
 DN1348  STATE/COUNTY-  TX/MONTAGUE
 DN1348  USGS QUAD   -  NEW HARP (1978)
 DN1348
 DN1348                         *CURRENT SURVEY CONTROL
 DN1348  ___________________________________________________________________
 DN1348* NAD 83(1993)-  33 27 51.38605(N)    097 34 29.75170(W)     ADJUSTED  
 DN1348* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 DN1348  ___________________________________________________________________
 DN1348  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DN1348  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DN1348
 DN1348  HORZ ORDER  -  THIRD
 DN1348
 DN1348.The horizontal coordinates were established by classical geodetic methods
 DN1348.and adjusted by the National Geodetic Survey in February 1996..
 DN1348
 DN1348.The orthometric height was scaled from a topographic map.
 DN1348
 DN1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1348
 DN1348.The geoid height was determined by GEOID03.
 DN1348
 DN1348;                    North         East     Units Scale Factor Converg.
 DN1348;SPC TXNC     - 2,199,717.284   685,985.214   MT  0.99989847   +0 30 16.3
 DN1348;SPC TXNC     - 7,216,905.79  2,250,603.16   sFT  0.99989847   +0 30 16.3
 DN1348;UTM  14      - 3,703,666.546   632,427.809   MT  0.99981621   +0 47 09.3
 DN1348
 DN1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1348!SPC TXNC     -   0.99995031  x   0.99989847  =   0.99984878
 DN1348!UTM  14      -   0.99995031  x   0.99981621  =   0.99976653
 DN1348
 DN1348|---------------------------------------------------------------------|
 DN1348| PID    Reference Object                     Distance      Geod. Az  |
 DN1348|                                                           dddmmss.s |
 DN1348| CY2068 HARP RM 1                             9.118 METERS 21103     |
 DN1348| CY2067 HARP AZ MK                                         2115000.4 |
 DN1348| CY2069 HARP RM 2                             8.319 METERS 33254     |
 DN1348|---------------------------------------------------------------------|
 DN1348
 DN1348                          SUPERSEDED SURVEY CONTROL
 DN1348
 DN1348  NAD 83(1993)-  33 27 51.38944(N)    097 34 29.74513(W) AD(       ) 3
 DN1348  NAD 83(1986)-  33 27 51.39089(N)    097 34 29.73840(W) AD(       ) 3
 DN1348  NAD 27      -  33 27 50.99620(N)    097 34 28.63430(W) AD(       ) 3
 DN1348
 DN1348.Superseded values are not recommended for survey control.
 DN1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1348.See file dsdata.txt to determine how the superseded data were derived.
 DN1348
 DN1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC3242803667(NAD 83)
 DN1348_MARKER: DS = TRIANGULATION STATION DISK
 DN1348_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DN1348_SP_SET: METAL PIPE IN CONCRETE
 DN1348
 DN1348  HISTORY     - Date     Condition        Report By
 DN1348  HISTORY     - 1956     MONUMENTED       CGS
 DN1348  HISTORY     - 1960     GOOD             CGS
 DN1348
 DN1348                          STATION DESCRIPTION
 DN1348
 DN1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1348'THE STATION IS LOCATED ON A BRUSH COVERED RIDGE THAT IS ABOUT
 DN1348'4-1/2 MILES SOUTH OF FORESTBURG, ABOUT 2 MILES NORTH OF THE
 DN1348'LINE BETWEEN WISE AND MONTAGUE COUNTY AND 1 MILE NORTH-NORTHEAST
 DN1348'OF NEW HARP.  NEW HARP IS AND OLD TOWN AND ALMOST GONE NOW.
 DN1348'IT IS 50 FEET NORTH OF THE SOUTH END OF THE RIDGE AND 6 FEET
 DN1348'SOUTH OF A SMALL CAIRN.  THE MARK IS A STANDARD STATION MARK
 DN1348'DISK WELDED TO THE TOP OF A 2 INCH IRON PIPE AND SET IN A
 DN1348'MASS OF CONCRETE.  IT IS STAMPED HARP 1956 AND PROJECTS 8
 DN1348'INCHES.
 DN1348'
 DN1348'REFERENCE MARK NO. 1 IS LOCATED NEAR THE WEST EDGE OF THE
 DN1348'HILL, 26 FEET WEST OF A CAIRN.  IT IS STAMPED HARP NO 1
 DN1348'1956 AND SET FLUSH.
 DN1348'
 DN1348'REFERENCE MARK NO. 2 IS SET AT THE SOUTH EDGE OF THE HILL
 DN1348'IN A LARGE BOULDER ABOUT 1 FOOT LOWER THAN THE STATION.  IT
 DN1348'IS STAMPED HARP NO 2 1956 AND IS SET FLUSH.
 DN1348'
 DN1348'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTER OF A WOODEN
 DN1348'GATE, 27 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 1.5 FEET
 DN1348'NORTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.  IT IS
 DN1348'STAMPED HARP 1956 AND SET FLUSH.
 DN1348'
 DN1348'REACHED FROM THE POST OFFICE IN FORESTBURG BY GOING SOUTHEAST
 DN1348'ON TEXAS STATE HIGHWAY 455 TOWARD SLIDELL FOR 0.6 MILE TO A
 DN1348'Y ROAD, TURN RIGHT, GO SOUTHEAST ON A GRAVELED ROAD FOR 2.6
 DN1348'MILES TO A Y-ROAD, TAKE THE LEFT FORK, SOUTH, FOR 0.6 MILES
 DN1348'TO A T-ROAD, KEEP LEFT SOUTHEAST FOR 0.4 MILE TO A T-ROAD,
 DN1348'TURN RIGHT, SOUTHEAST FOR 1.25 MILES TO A WIRE GATE ON THE
 DN1348'LEFT JUST BEFORE REACHING A SHARP TURN IN THE ROAD, TURN LEFT
 DN1348'THRU THE WIRE GATE AND FOLLOW THE OLD FARM ROAD NORTHWARD
 DN1348'UP GRADE ABOUT 0.1 MILE TO THE REMAINS OF AND OLD FARM HOUSE
 DN1348'AND A WINDMILL TOWER WITHOUT A HEAD AND THE END OF TRUCK
 DN1348'TRAVEL, FROM HERE PACK NORTH ABOUT 100 YARDS TO THE TOP OF
 DN1348'THE HILL AND THE STATION AS DESCRIBED.
 DN1348'
 DN1348'TO REACH THE AZIMUTH MARK FROM THE GATE INTO THE STATION
 DN1348'CONTINUE ON EAST AND SOUTH TO THE MARK ON THE LEFT AS DESCRIBED.
 DN1348
 DN1348                          STATION RECOVERY (1960)
 DN1348
 DN1348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1348'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO
 DN1348'REACH FROM FORESTBURG, GO SOUTH ON F.M. 455 FOR 0.6 MILES
 DN1348'TO A Y-ROAD.  TURN RIGHT.  GO SOUTHWEST ON A GRAVELED ROAD
 DN1348'FOR 2.6 MILES TO A Y-ROAD.  TAKE LEFT FORK SOUTH AND SOUTHEAST
 DN1348'FOR 0.6 MILE TO A T-ROAD.  KEEP LEFT SOUTHEAST FOR 0.4 MILE
 DN1348'TO A T-ROAD.  TURN RIGHT, SOUTH, FOR 1.25 MILES TO A WIRE
 DN1348'GATE ON THE LEFT.  TURN LEFT THROUGH WIRE GATE AND FOLLOW
 DN1348'OLD ROAD NORTHEAST UP A GRADE ABOUT 0.1 MILE.  FROM HERE
 DN1348'WALK EAST-SOUTHEAST UP SIDE OF HILL TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0959 ***********************************************************************
 CD0959  DESIGNATION -  HARPER
 CD0959  PID         -  CD0959
 CD0959  STATE/COUNTY-  TX/CULBERSON
 CD0959  USGS QUAD   -  WILD HORSE (1979)
 CD0959
 CD0959                         *CURRENT SURVEY CONTROL
 CD0959  ___________________________________________________________________
 CD0959* NAD 83(1993)-  31 01 44.37005(N)    104 44 41.18763(W)     ADJUSTED  
 CD0959* NAVD 88     -      1236.9    (meters)    4058.     (feet)  VERTCON   
 CD0959  ___________________________________________________________________
 CD0959  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 CD0959  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CD0959
 CD0959  HORZ ORDER  -  FIRST
 CD0959
 CD0959.The horizontal coordinates were established by classical geodetic methods
 CD0959.and adjusted by the National Geodetic Survey in February 1996..
 CD0959
 CD0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0959
 CD0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0959
 CD0959.The geoid height was determined by GEOID03.
 CD0959
 CD0959;                    North         East     Units Scale Factor Converg.
 CD0959;SPC TX C     - 3,159,369.780   278,976.229   MT  0.99988186   -2 16 19.7
 CD0959;SPC TX C     -10,365,365.69    915,274.51   sFT  0.99988186   -2 16 19.7
 CD0959;UTM  13      - 3,432,842.913   524,358.052   MT  0.99960732   +0 07 53.6
 CD0959
 CD0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0959!SPC TX C     -   0.99980938  x   0.99988186  =   0.99969126
 CD0959!UTM  13      -   0.99980938  x   0.99960732  =   0.99941677
 CD0959
 CD0959:                Primary Azimuth Mark                     Grid Az
 CD0959:SPC TX C     -  HARPER AZ MK 2                           018 09 33.0
 CD0959:UTM  13      -  HARPER AZ MK 2                           015 45 19.7
 CD0959
 CD0959|---------------------------------------------------------------------|
 CD0959| PID    Reference Object                     Distance      Geod. Az  |
 CD0959|                                                           dddmmss.s |
 CD0959| CH9514 HARPER AZ MK 2                                     0155313.3 |
 CD0959| CH9513 HARPER AZ MK                                       0164655.4 |
 CD0959| CD0960 HARPER ASTRO 1968                     7.608 METERS 21030     |
 CD0959| CH9515 HARPER RM 1                          24.402 METERS 23617     |
 CD0959| CH9516 HARPER RM 2                          20.420 METERS 31211     |
 CD0959|---------------------------------------------------------------------|
 CD0959
 CD0959                          SUPERSEDED SURVEY CONTROL
 CD0959
 CD0959  NAD 83(1986)-  31 01 44.37112(N)    104 44 41.18379(W) AD(       ) 1
 CD0959  NAD 27      -  31 01 43.88903(N)    104 44 39.42430(W) AD(       ) 1
 CD0959  NGVD 29 (07/19/86) 1236.4    (m)         4056.     (f) VERT ANG       
 CD0959
 CD0959.Superseded values are not recommended for survey control.
 CD0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0959.See file dsdata.txt to determine how the superseded data were derived.
 CD0959
 CD0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ2435832843(NAD 83)
 CD0959_MARKER: DS = TRIANGULATION STATION DISK
 CD0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0959_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CD0959
 CD0959  HISTORY     - Date     Condition        Report By
 CD0959  HISTORY     - 1968     MONUMENTED       CGS
 CD0959
 CD0959                          STATION DESCRIPTION
 CD0959
 CD0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD0959'THE STATION IS LOCATED ABOUT 5 MILES EAST OF VAN HORN, 3 MILES
 CD0959'SOUTH OF THE CULBERSON COUNTY AIRFIELD, 1-1/4 MILES SOUTHEAST OF A
 CD0959'ROAD SIDE PARK AND ON LAND LEASED BY MR. JOHN HARPER.
 CD0959'
 CD0959'TO REACH THE STATION FROM THE POST OFFICE IN VAN HORN, GO EAST ON
 CD0959'U.S. HIGHWAY 80 FOR 4.45 MILES TO A ROAD SIDE PARK ON THE
 CD0959'RIGHT.  CONTINUE AHEAD EAST ON THE HIGHWAY FOR 1.1 MILES TO THE
 CD0959'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD EAST ON THE HIGHWAY FOR
 CD0959'0.1 MILE TO A CATTLE GUARD AND A GATE ON THE RIGHT.  TURN RIGHT
 CD0959'PASSING THROUGH THE GATE AND GO SOUTHEAST ON THE GRADED ROAD FOR
 CD0959'0.9 MILE TO A CATTLE GUARD.  CROSS THE CATTLE GUARD, TURN SHARP
 CD0959'RIGHT AND GO WESTERLY ALONG THE SOUTH SIDE OF A EAST-WEST
 CD0959'FENCE FOR 0.4 MILE TO A GATE IN A FENCE CORNER.  PASS THROUGH THE
 CD0959'GATE AND TAKE THE LEFT FORK SOUTH AND SOUTHEAST FOR 0.8 MILE TO
 CD0959'A REVERSE FORK ON THE LEFT.  CONTINUE AHEAD ON THE MAIN TRACK
 CD0959'ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 CD0959'NORTHWEST ON THE TRACK ROAD FOR 0.3 MILE TO A DIM FORK ON THE
 CD0959'RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE DIM TRACK ROAD FOR
 CD0959'0.05 MILE TO THE STATION ON THE RIGHT.
 CD0959'
 CD0959'THE STATION MARK IS A STANDARD DISK STAMPED HARPER 1968, SET IN
 CD0959'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CD0959'AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET
 CD0959'NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CD0959'
 CD0959'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HARPER NO 1 1968, SET
 CD0959'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 CD0959'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 59
 CD0959'FEET WEST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 CD0959'
 CD0959'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HARPER NO 2 1968, SET
 CD0959'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 CD0959'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 76
 CD0959'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CD0959'
 CD0959'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HARPER 1968, SET IN
 CD0959'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CD0959'AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 48 FEET
 CD0959'SOUTHEAST OF A POWERLINE POLE, 43 FEET EAST OF A POLE LINE CORNER
 CD0959'ANCHOR POLE AND 38 FEET SOUTH OF THE METAL WITNESS POST WITH SIGN
 CD0959'ATTACHED SET IN THE HIGHWAY RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0852 ***********************************************************************
 CD0852  DESIGNATION -  HARPER AZ MK 1968 1972
 CD0852  PID         -  CD0852
 CD0852  STATE/COUNTY-  TX/CULBERSON
 CD0852  USGS QUAD   -  WILD HORSE (1979)
 CD0852
 CD0852                         *CURRENT SURVEY CONTROL
 CD0852  ___________________________________________________________________
 CD0852* NAD 83(1986)-  31 02 35.     (N)    104 44 26.     (W)     SCALED    
 CD0852* NAVD 88     -      1196.415  (meters)    3925.24   (feet)  ADJUSTED  
 CD0852  ___________________________________________________________________
 CD0852  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0852  DYNAMIC HT  -        1194.540 (meters)    3919.09  (feet)  COMP
 CD0852  MODELED GRAV-     979,032.5   (mgal)                       NAVD 88
 CD0852
 CD0852  VERT ORDER  -  FIRST     CLASS II
 CD0852
 CD0852.The horizontal coordinates were scaled from a topographic map and have
 CD0852.an estimated accuracy of +/- 6 seconds.
 CD0852
 CD0852.The orthometric height was determined by differential leveling
 CD0852.and adjusted by the National Geodetic Survey in June 1991..
 CD0852
 CD0852.The geoid height was determined by GEOID03.
 CD0852
 CD0852.The dynamic height is computed by dividing the NAVD 88
 CD0852.geopotential number by the normal gravity value computed on the
 CD0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0852.degrees latitude (g = 980.6199 gals.).
 CD0852
 CD0852.The modeled gravity was interpolated from observed gravity values.
 CD0852
 CD0852;                    North         East    Units  Estimated Accuracy
 CD0852;SPC TX C     - 3,160,910.      279,440.      MT  (+/- 180 meters Scaled)
 CD0852
 CD0852                          SUPERSEDED SURVEY CONTROL
 CD0852
 CD0852.No superseded survey control is available for this station.
 CD0852
 CD0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ247344(NAD 83)
 CD0852_MARKER: DZ = AZIMUTH MARK DISK
 CD0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0852_SP_SET: CONCRETE POST
 CD0852_STAMPING: HARPER 1968 1972
 CD0852_MARK LOGO: NGS   
 CD0852_PROJECTION: PROJECTING 5 CENTIMETERS
 CD0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0852+STABILITY: SURFACE MOTION
 CD0852
 CD0852  HISTORY     - Date     Condition        Report By
 CD0852  HISTORY     - 1972     MONUMENTED       NGS
 CD0852  HISTORY     - 1981     GOOD             NGS
 CD0852
 CD0852                          STATION DESCRIPTION
 CD0852
 CD0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0852'8.8 KM (5.5 MI) EAST FROM VAN HORN.
 CD0852'8.8 KM (5.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS JUNCTION
 CD0852'WITH U.S. HIGHWAY 90 IN VAN HORN, 0.8 KM (0.5 MI) EAST OF MILE POST
 CD0852'145, AT A POWERLINE CROSSING, 21.3 METERS (70.0 FT) NORTH OF THE
 CD0852'CENTERLINE OF A FRONTAGE ROAD, 6.5 METERS (21.4 FT) WEST OF A UTILITY
 CD0852'POLE WITH TRANSFORMER NUMBER 5 150 1800, 6.1 METERS (20.0 FT) EAST
 CD0852'OF A BRACE POLE WITH 2 GUY WIRES, AND 0.3 METER (1.0 FT) SOUTH OF A
 CD0852'FENCE.
 CD0852'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0852'THE MARK IS 0.9 M ABOVE THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0948 ***********************************************************************
 CD0948  DESIGNATION -  HARRAL
 CD0948  PID         -  CD0948
 CD0948  STATE/COUNTY-  TX/CULBERSON
 CD0948  USGS QUAD   -  DELLAHUNT DRAW WEST (1973)
 CD0948
 CD0948                         *CURRENT SURVEY CONTROL
 CD0948  ___________________________________________________________________
 CD0948* NAD 83(1993)-  31 23 05.26078(N)    104 20 55.28169(W)     ADJUSTED  
 CD0948* NAVD 88     -      1357.     (meters)    4452.     (feet)  SCALED    
 CD0948  ___________________________________________________________________
 CD0948  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 CD0948  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CD0948
 CD0948  HORZ ORDER  -  FIRST
 CD0948
 CD0948.The horizontal coordinates were established by classical geodetic methods
 CD0948.and adjusted by the National Geodetic Survey in February 1996..
 CD0948
 CD0948.The orthometric height was scaled from a topographic map.
 CD0948
 CD0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0948
 CD0948.The geoid height was determined by GEOID03.
 CD0948
 CD0948;                    North         East     Units Scale Factor Converg.
 CD0948;SPC TX C     - 3,197,356.862   318,184.458   MT  0.99990405   -2 04 05.3
 CD0948;SPC TX C     -10,489,994.97  1,043,910.18   sFT  0.99990405   -2 04 05.3
 CD0948;UTM  13      - 3,472,431.433   561,927.602   MT  0.99964730   +0 20 21.1
 CD0948
 CD0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0948!SPC TX C     -   0.99979067  x   0.99990405  =   0.99969474
 CD0948!UTM  13      -   0.99979067  x   0.99964730  =   0.99943804
 CD0948
 CD0948|---------------------------------------------------------------------|
 CD0948| PID    Reference Object                     Distance      Geod. Az  |
 CD0948|                                                           dddmmss.s |
 CD0948| CH9518 HARRAL RM 1                           7.763 METERS 00220     |
 CD0948| CH9519 HARRAL RM 2                          10.104 METERS 09509     |
 CD0948| CH9517 HARRAL AZ MK                                       2175125.9 |
 CD0948|---------------------------------------------------------------------|
 CD0948
 CD0948                          SUPERSEDED SURVEY CONTROL
 CD0948
 CD0948  NAD 83(1986)-  31 23 05.26204(N)    104 20 55.27933(W) AD(       ) 1
 CD0948  NAD 27      -  31 23 04.79300(N)    104 20 53.54600(W) AD(       ) 1
 CD0948
 CD0948.Superseded values are not recommended for survey control.
 CD0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0948.See file dsdata.txt to determine how the superseded data were derived.
 CD0948
 CD0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ6192872431(NAD 83)
 CD0948_MARKER: DS = TRIANGULATION STATION DISK
 CD0948_SETTING: 66 = SET IN ROCK OUTCROP
 CD0948_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CD0948
 CD0948  HISTORY     - Date     Condition        Report By
 CD0948  HISTORY     - 1943     MONUMENTED       CGS
 CD0948
 CD0948                          STATION DESCRIPTION
 CD0948
 CD0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0948'STATION IS LOCATED 8 MILES ESE OF THE KNOX AND BREWER RANCH
 CD0948'(AIRLINE), 24 MILES NNW OF KENT (AIRLINE), AND 40 MILES NE
 CD0948'OF VAN HORN (AIRLINE), AND ABOUT 1.5 MILES NE OF THE CHARLES
 CD0948'HARRAL RANCH HOUSE ON HIS PROPERTY, AND IS ON TOP OF A ROCKY
 CD0948'OUTCROP NEAR THE NW END OF A GROUP OF LOW HILLS, AND THE
 CD0948'HIGHEST POINT IN THE IMMEDIATE VICINITY.  A SLIGHT SADDLE
 CD0948'SEPARATES THE STATION SITE FROM A LOWER HILL AT THE EXTREME
 CD0948'NW END OF THE RIDGE.  THE STATION LIES ABOUT 0.3 MILE S OF A
 CD0948'PASTURE FENCE.
 CD0948'
 CD0948'NOTE--THE KNOX AND BREWER RANCH IS APPROXIMATELY 10 MILES
 CD0948'S OF THE WESTHERBY RANCH BY ROAD.
 CD0948'
 CD0948'STATION IS LOCATED ON HIGHEST POINT OF HILL.  A BRONZE
 CD0948'STATION DISK SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 CD0948'GROUND.  STAMPED HARRAL 1943.
 CD0948'
 CD0948'REFERENCE MARK 1 IS N OF THE STATION.  A BRONZE REFERENCE
 CD0948'DISK SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND
 CD0948'AND ABOUT 3 FEET LOWER THAN THE STATION.  STAMPED HARRAL
 CD0948'NO 1 1943.
 CD0948'
 CD0948'REFERENCE MARK 2 IS ESE OF THE STATION.  A BRONZE REFERENCE DISK
 CD0948'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND AND
 CD0948'ABOUT 4 FEET LOWER THAN THE STATION.  STAMPED HARRAL NO 2 1943.
 CD0948'
 CD0948'AZIMUTH MARK IS 1.5 MILES WSW OF THE STATION, AT THE HARRAL
 CD0948'RANCH, 34 PACES S OF THE BUNK HOUSE, 26 PACES SW OF THE SW
 CD0948'FENCE CORNER OF RANCH HOUSE LAWN, 20 PACES SW OF THE CENTER
 CD0948'LINE OF RANCH ROAD, AND ON THE NE SLOPE OF HILL.  A BRONZE
 CD0948'AZIMUTH DISK SET IN BEDROCK FLUSH WITH THE GROUND, STAMPED
 CD0948'HARRAL 1943.
 CD0948'
 CD0948'TO REACH FROM THE KNOX AND BREWER RANCH GO SE 0.7 MILE TO THE
 CD0948'CARLSBAD-VAN HORN ROAD.  TURN RIGHT OR S TOWARD VAN HORN FOR
 CD0948'1.0 MILE TO ROAD FORKS JUST S OF A RED BUMPER GATE.  TAKE LEFT
 CD0948'FORK FOR 2.4 MILES TO WINDMILL AND CORRAL.  CONTINUE ON
 CD0948'MAIN-TRAVELED ROAD SE FOR 2.5 MILES TO FORKS.  THENCE TAKE
 CD0948'LEFT FORK ON MAIN-TRAVELED ROAD FOR 1.1 MILES.  ROAD LEADS SW
 CD0948'AND CONNECTS WITH ROAD TO STATION CONE.  KEEP STRAIGHT AHEAD,
 CD0948'E, ON MAIN-TRAVELED ROAD FOR 1.1 MILES TO ROAD LEADING LEFT TO
 CD0948'HARRAL RANCH.  TURN LEFT THROUGH CATTLE GUARD, AND FOLLOW
 CD0948'ROAD N FOR 0.3 MILE TO CHARLES HARRAL RANCH HOUSE.  PASS
 CD0948'THROUGH RANCH YARD AND AROUND CORRAL TO A WIRE GATE.  PASS
 CD0948'THROUGH GATE AND CONTINUE ON ROAD N FOR 1.3 MILES TO A
 CD0948'WIRE GATE.  PASS THROUGH GATE AND KEEP STRAIGHT AHEAD ON
 CD0948'MAIN-TRAVELED ROAD, RIGHT FORK, FOR 0.5 MILE TO ANOTHER
 CD0948'FORK, THENCE RIGHT FORK FOR 0.3 MILE TO A WIRE GATE.  PASS
 CD0948'THROUGH GATE AND CONTINUE ON ROAD ON N SIDE OF FENCE LINE
 CD0948'FOR 0.2 MILE TO A POINT OPPOSITE STATION.  LEAVE TRUCK
 CD0948'HERE AND PACK ABOUT 0.3 MILE SSW TO TOP OF HIGHEST POINT
 CD0948'AND STATION SITE, OR CONTINUE ON ROAD APPROXIMATELY 0.7
 CD0948'MILE, THENCE THROUGH GATE AND DOUBLE BACK, CROSS
 CD0948'COUNTRY TO SMALL RESERVOIR AT BASE OF HILL AND END OF TRUCK
 CD0948'TRAVEL.
 CD0948'
 CD0948'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0528 ***********************************************************************
 BO0528  DESIGNATION -  HARRELL
 BO0528  PID         -  BO0528
 BO0528  STATE/COUNTY-  TX/CROCKETT
 BO0528  USGS QUAD   -  HARRELL CANYON (1982)
 BO0528
 BO0528                         *CURRENT SURVEY CONTROL
 BO0528  ___________________________________________________________________
 BO0528* NAD 83(1993)-  30 26 44.25932(N)    101 10 16.85192(W)     ADJUSTED  
 BO0528* NAVD 88     -       702.     (meters)    2303.     (feet)  SCALED    
 BO0528  ___________________________________________________________________
 BO0528  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 BO0528  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 BO0528
 BO0528  HORZ ORDER  -  SECOND
 BO0528
 BO0528.The horizontal coordinates were established by classical geodetic methods
 BO0528.and adjusted by the National Geodetic Survey in February 1996..
 BO0528
 BO0528.The orthometric height was scaled from a topographic map.
 BO0528
 BO0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0528
 BO0528.The geoid height was determined by GEOID03.
 BO0528
 BO0528;                    North         East     Units Scale Factor Converg.
 BO0528;SPC TX C     - 3,086,655.730   619,513.324   MT  0.99992846   -0 25 53.9
 BO0528;SPC TX C     -10,126,803.01  2,032,519.96   sFT  0.99992846   -0 25 53.9
 BO0528;UTM  14      - 3,370,168.758   291,496.064   MT  1.00013635   -1 06 02.4
 BO0528
 BO0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0528!SPC TX C     -   0.99989347  x   0.99992846  =   0.99982194
 BO0528!UTM  14      -   0.99989347  x   1.00013635  =   1.00002981
 BO0528
 BO0528|---------------------------------------------------------------------|
 BO0528| PID    Reference Object                     Distance      Geod. Az  |
 BO0528|                                                           dddmmss.s |
 BO0528| CH9521 HARRELL RM 1                         29.212 METERS 01212     |
 BO0528| CH9522 HARRELL RM 2                         29.398 METERS 09343     |
 BO0528| CH9520 HARRELL AZ MK                                      2873254.2 |
 BO0528|---------------------------------------------------------------------|
 BO0528
 BO0528                          SUPERSEDED SURVEY CONTROL
 BO0528
 BO0528  NAD 83(1986)-  30 26 44.26150(N)    101 10 16.84356(W) AD(       ) 2
 BO0528  NAD 27      -  30 26 43.61200(N)    101 10 15.45600(W) AD(       ) 2
 BO0528
 BO0528.Superseded values are not recommended for survey control.
 BO0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0528.See file dsdata.txt to determine how the superseded data were derived.
 BO0528
 BO0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU9149670169(NAD 83)
 BO0528_MARKER: DS = TRIANGULATION STATION DISK
 BO0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0528_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0528
 BO0528  HISTORY     - Date     Condition        Report By
 BO0528  HISTORY     - 1944     MONUMENTED       CGS
 BO0528  HISTORY     - 1949     GOOD             LOCENG
 BO0528  HISTORY     - 1984     GOOD             TXHD
 BO0528
 BO0528                          STATION DESCRIPTION
 BO0528
 BO0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0528'STATION IS LOCATED 18 MILES (AIR LINE) S OF OZONA AND 10 MILES
 BO0528'N OF THE CROCKETT-VAL VERDE COUNTY LINE, ON PROPERTY OWNED BY
 BO0528'GEORGE HARRELL.  IT IS ABOUT 3 MILES W OF STATE HIGHWAY 163 AND
 BO0528'150 YARDS E OF THE HARRELL WINDMILL, ON THE N BREAKS OF HARRELL
 BO0528'CANYON.  IT IS ABOUT 150 YARDS E OF WINDMILL, 12 FEET ESE OF A
 BO0528'FENCELINE, AND 9 FEET SE OF A 4- BY 4-INCH WOODEN WITNESS POST.
 BO0528'
 BO0528'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE CYLINDER
 BO0528'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS STAMPED
 BO0528'HARRELL 1944.  UNDERGROUND MARK - NOTE 7A-28IN. UNDERG D.
 BO0528'
 BO0528'REFERENCE MARK 1 IS 1 FOOT ESE OF THE FENCE.  IT IS A BRONZE
 BO0528'REFERENCE DISK SET IN A CONCRETE CYLINDER THAT PROJECTS ABOUT 1
 BO0528'INCH ABOVE THE GROUND.  IT IS STAMPED HARRELL NO 1 1944.
 BO0528'
 BO0528'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 BO0528'CYLINDER THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 BO0528'STAMPED HARRELL NO 2 1944.
 BO0528'
 BO0528'AZIMUTH MARK IS AT THE N EDGE OF A SMALL CLEARING.  IT IS A BRONZE
 BO0528'AZIMUTH DISK SET IN A 3- BY 4-FOOT BOULDER THAT PROJECTS ABOUT
 BO0528'8 INCHES ABOVE THE GROUND.  IT IS STAMPED HARRELL 1944.
 BO0528'
 BO0528'TO REACH STATION FROM THE SQUARE IN OZONA, GO S ON STATE HIGHWAY
 BO0528'163 FOR 19.5 MILES TO A BUMPER GATE ON RIGHT.  TURN RIGHT THROUGH
 BO0528'GATE AND GO W 0.8 MILE TO THE HARRELL RANCH HOUSE.  PASS TO LEFT
 BO0528'OF HOUSE FOR 0.1 MILE, THENCE RIGHT THROUGH CORRAL AND TWO
 BO0528'GATES.  CONTINUE W ON TRACK ROAD FOR 2.4 MILES TO A WIRE GATE.
 BO0528'TURN LEFT ALONG E SIDE OF FENCE FOR ABOUT 0.1 MILE TO TOP OF
 BO0528'RIDGE AT A POINT OPPOSITE A WINDMILL AND STATION.
 BO0528'
 BO0528'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BO0528
 BO0528                          STATION RECOVERY (1949)
 BO0528
 BO0528'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0528'LETTER OF MR. F.D TOTZKE, MAGNOLIA PETROLEUM CO., ELDORADO,
 BO0528'TEXAS, DATED 8/8/49--
 BO0528'
 BO0528'THE STATION AND THE DESCRIPTION FOR REACHING THE STATION ARE GOOD.
 BO0528
 BO0528                          STATION RECOVERY (1984)
 BO0528
 BO0528'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1984 (WEH)
 BO0528'STATION, RMS 1 AND 2 RECOVERED IN GOOD CONDITION.  AZIMUTH MARK NOT
 BO0528'SEARCHED FOR.  AT THE STATION, WINDMILL BEARS S 60 DEG W MAG.
 BO0528'PROMINENT CEDAR TREE BEARS S 60 DEG E MAG AT 20 FEET.  ALSO,
 BO0528'AROUND STATION AT 10 FEET RADIUS ARE FOUR 3 FEET TALL PILES OF
 BO0528'BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1170 ***********************************************************************
 AJ1170  DESIGNATION -  HARRIS
 AJ1170  PID         -  AJ1170
 AJ1170  STATE/COUNTY-  TX/JIM WELLS
 AJ1170  USGS QUAD   -  SAN DIEGO NE (1963)
 AJ1170
 AJ1170                         *CURRENT SURVEY CONTROL
 AJ1170  ___________________________________________________________________
 AJ1170* NAD 83(1993)-  27 57 42.18152(N)    098 05 28.46556(W)     ADJUSTED  
 AJ1170* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 AJ1170  ___________________________________________________________________
 AJ1170  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AJ1170  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AJ1170
 AJ1170  HORZ ORDER  -  SECOND
 AJ1170
 AJ1170.The horizontal coordinates were established by classical geodetic methods
 AJ1170.and adjusted by the National Geodetic Survey in February 1996..
 AJ1170
 AJ1170.The orthometric height was scaled from a topographic map.
 AJ1170
 AJ1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1170
 AJ1170.The geoid height was determined by GEOID03.
 AJ1170
 AJ1170;                    North         East     Units Scale Factor Converg.
 AJ1170;SPC TX S     - 5,254,349.789   340,221.893   MT  1.00003502   +0 11 08.1
 AJ1170;SPC TX S     -17,238,645.93  1,116,211.33   sFT  1.00003502   +0 11 08.1
 AJ1170;SPC TXSC     - 4,014,577.157   689,431.165   MT  1.00014769   +0 26 42.8
 AJ1170;SPC TXSC     -13,171,158.56  2,261,908.75   sFT  1.00014769   +0 26 42.8
 AJ1170;UTM  14      - 3,093,293.979   589,385.207   MT  0.99969861   +0 25 34.1
 AJ1170
 AJ1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1170!SPC TX S     -   0.99998876  x   1.00003502  =   1.00002378
 AJ1170!SPC TXSC     -   0.99998876  x   1.00014769  =   1.00013644
 AJ1170!UTM  14      -   0.99998876  x   0.99969861  =   0.99968737
 AJ1170
 AJ1170|---------------------------------------------------------------------|
 AJ1170| PID    Reference Object                     Distance      Geod. Az  |
 AJ1170|                                                           dddmmss.s |
 AJ1170| CV3277 HARRIS RM 1                          25.043 METERS 03807     |
 AJ1170| AH1607 ORANGE GROVE MUNICIPAL TANK         APPROX.14.9 KM 0915119.8 |
 AJ1170| CV3278 HARRIS RM 2                          24.497 METERS 13329     |
 AJ1170| CV3276 HARRIS AZ MK                                       1831730.6 |
 AJ1170|---------------------------------------------------------------------|
 AJ1170
 AJ1170                          SUPERSEDED SURVEY CONTROL
 AJ1170
 AJ1170  NAD 83(1986)-  27 57 42.18794(N)    098 05 28.44402(W) AD(       ) 2
 AJ1170  NAD 27      -  27 57 41.12400(N)    098 05 27.43600(W) AD(       ) 2
 AJ1170
 AJ1170.Superseded values are not recommended for survey control.
 AJ1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1170.See file dsdata.txt to determine how the superseded data were derived.
 AJ1170
 AJ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR8938593294(NAD 83)
 AJ1170_MARKER: DS = TRIANGULATION STATION DISK
 AJ1170_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1170
 AJ1170  HISTORY     - Date     Condition        Report By
 AJ1170  HISTORY     - 1953     MONUMENTED       CGS
 AJ1170
 AJ1170                          STATION DESCRIPTION
 AJ1170
 AJ1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1170'THE STATION IS LOCATED ABOUT 26.0 MILES SOUTH OF GEORGE WEST, 14.5
 AJ1170'MILES NORTH OF ALICE AND 9.5 MILES WEST OF ORANGE GROVE ON A
 AJ1170'BRUSH COVERED RIDGE JUST EAST OF U.S. HIGHWAY 281.
 AJ1170'
 AJ1170'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 AJ1170'STATE HIGHWAY 202 IN GEORGE WEST, GO SOUTH ON U.S. HIGHWAY 281
 AJ1170'FOR 25.55 MILES TO A GATE ON THE LEFT AT A CORRAL AND WINDMILL.
 AJ1170'TURN LEFT, PASS THROUGH GATE, GO EAST AND SOUTH 0.1 MILE TO A
 AJ1170'GATE.  PASS THROUGH GATE, CONTINUE SOUTH THROUGH BRUSH 0.3 MILE
 AJ1170'TO A PIPELINE.  CONTINUE SOUTH 0.1 MILE TO STATION.
 AJ1170'
 AJ1170'THE STATION MARK IS STAMPED HARRIS 1953.  IT IS A STANDARD DISK
 AJ1170'SET IN A DRILL HOLE IN BEDROCK 1 FOOT BELOW GROUND LEVEL.
 AJ1170'
 AJ1170'REFERENCE MARK 1 IS STAMPED HARRIS NO 1 1953.  IT IS A STANDARD
 AJ1170'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 AJ1170'
 AJ1170'REFERENCE MARK 2 IS STAMPED HARRIS NO 2 1953.  IT IS A STANDARD
 AJ1170'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 AJ1170'
 AJ1170'THE AZIMUTH MARK IS STAMPED HARRIS 1953.  IT IS A STANDARD
 AJ1170'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS
 AJ1170'54 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 281 AND 1 FOOT
 AJ1170'NORTH OF A PHOTO DEVELOPING SIGN.
 AJ1170'
 AJ1170'TO REACH THE AZIMUTH MARK FROM THE GATE AT THE CORRAL AND WINDMILL
 AJ1170'MENTIONED ABOVE, CONTINUE SOUTH ON U.S. HIGHWAY 281 FOR 0.8 MILE
 AJ1170'TO THE MARK ON THE RIGHT.
 AJ1170'
 AJ1170'ON PROPERTY OF MR. VERDIE COKE HARRIS OF MARQUITTE DRIVE,
 AJ1170'SAN ANTONIO, TEXAS.
 AJ1170'
 AJ1170'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0709 ***********************************************************************
 AO0709  DESIGNATION -  HARRIS
 AO0709  PID         -  AO0709
 AO0709  STATE/COUNTY-  TX/LA SALLE
 AO0709  USGS QUAD   -  HARRIS LAKE (1974)
 AO0709
 AO0709                         *CURRENT SURVEY CONTROL
 AO0709  ___________________________________________________________________
 AO0709* NAD 83(1993)-  28 24 58.20605(N)    099 18 23.11288(W)     ADJUSTED  
 AO0709* NAVD 88     -       129.6    (meters)     425.     (feet)  VERTCON   
 AO0709  ___________________________________________________________________
 AO0709  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AO0709  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AO0709
 AO0709  HORZ ORDER  -  SECOND
 AO0709
 AO0709.The horizontal coordinates were established by classical geodetic methods
 AO0709.and adjusted by the National Geodetic Survey in February 1996..
 AO0709
 AO0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0709
 AO0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0709
 AO0709.The geoid height was determined by GEOID03.
 AO0709
 AO0709;                    North         East     Units Scale Factor Converg.
 AO0709;SPC TXSC     - 4,064,635.681   569,976.833   MT  0.99999074   -0 09 00.4
 AO0709;SPC TXSC     -13,335,392.23  1,869,998.99   sFT  0.99999074   -0 09 00.4
 AO0709;UTM  14      - 3,143,343.061   469,988.451   MT  0.99961112   -0 08 44.9
 AO0709
 AO0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0709!SPC TXSC     -   0.99998353  x   0.99999074  =   0.99997427
 AO0709!UTM  14      -   0.99998353  x   0.99961112  =   0.99959466
 AO0709
 AO0709:                Primary Azimuth Mark                     Grid Az
 AO0709:SPC TXSC     -  HARRIS AZ MK                             055 49 11.9
 AO0709:UTM  14      -  HARRIS AZ MK                             055 48 56.4
 AO0709
 AO0709|---------------------------------------------------------------------|
 AO0709| PID    Reference Object                     Distance      Geod. Az  |
 AO0709|                                                           dddmmss.s |
 AO0709| CV4224 HARRIS AZ MK                                       0554011.5 |
 AO0709| CV4225 HARRIS RM 1                          10.776 METERS 09214     |
 AO0709| AO0708 HARRIS A POINT 1972                  23.076 METERS 12547     |
 AO0709| CV4226 HARRIS RM 2                          10.968 METERS 26938     |
 AO0709|---------------------------------------------------------------------|
 AO0709
 AO0709                          SUPERSEDED SURVEY CONTROL
 AO0709
 AO0709  NAD 83(1986)-  28 24 58.20360(N)    099 18 23.08973(W) AD(       ) 2
 AO0709  NAD 27      -  28 24 57.24341(N)    099 18 21.97665(W) AD(       ) 2
 AO0709  NGVD 29 (07/19/86)  129.5    (m)          425.     (f) VERT ANG       
 AO0709
 AO0709.Superseded values are not recommended for survey control.
 AO0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0709.See file dsdata.txt to determine how the superseded data were derived.
 AO0709
 AO0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS6998843343(NAD 83)
 AO0709_MARKER: DS = TRIANGULATION STATION DISK
 AO0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0709_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0709
 AO0709  HISTORY     - Date     Condition        Report By
 AO0709  HISTORY     - 1972     MONUMENTED       NGS
 AO0709
 AO0709                          STATION DESCRIPTION
 AO0709
 AO0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0709'THE STATION IS ABOUT 9 MILES NORTH AND 1-1/2 MILES WEST OF ARTESIA
 AO0709'WELLS, 4-1/2 MILES WEST AND 1-1/2 MILES SOUTH OF COTULLA, 3-1/2
 AO0709'MILES WEST OF INTERSTATE HIGHWAY 35 AND ON THE PROPERTY OF C.L.
 AO0709'LEHMAN OF CORPUS CHRISTI, TEXAS.  PHONE NUMBER 853-7888.
 AO0709'
 AO0709'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 AO0709'INTERSTATE HIGHWAY 35 ABOUT 1.5 MILES SOUTH-SOUTHWEST OF COTULLA, GO
 AO0709'WEST ON U.S. HIGHWAY 81 FOR 0.05 MILE TO THE WEST SERVICE ROAD FOR
 AO0709'THE INTERSTATE HIGHWAY, TURN RIGHT AND GO NORTH ON THE SERVICE ROAD
 AO0709'FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO WEST ON
 AO0709'GRAVELED ROAD FOR 2.95 MILES TO A SIDE ROAD LEFT, ENTRANCE TO GOLDEN
 AO0709'MEADOWS RANCH AND THE AZIMUTH MARK.  TURN LEFT AND GO SOUTH ON A
 AO0709'GRADED ROAD FOR 0.4 MILE TO A SHARP CURVE TO THE RIGHT AND A RANCH
 AO0709'ROAD AHEAD, TURN RIGHT AND GO WEST ON THE GRADED ROAD FOR 0.5
 AO0709'MILE TO A SIDE ROAD LEFT JUST AFTER PASSING OVER A METAL CATTLE
 AO0709'GUARD, CONTINUE WEST ON A FIELD ROAD FOR 0.05 MILE TO THE STATION ON
 AO0709'THE RIGHT.
 AO0709'
 AO0709'STATION MARKS ARE STANDARD DISKS, STAMPED HARRIS 1972.  THE SURFACE
 AO0709'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0709'THAT IS FLUSH WITH THE GROUND.  IT IS 39.5 FEET EAST OF A POWER
 AO0709'LINE POLE NUMBERED 321, 9.0 FEET NORTH-NORTHWEST OF THE FIELD ROAD
 AO0709'AND 1.4 FEET SOUTH-SOUTHEAST OF A FENCE.  THE UNDERGROUND MARK IS
 AO0709'SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND
 AO0709'SURFACE.
 AO0709'
 AO0709'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HARRIS NO 1 1972, SET IN
 AO0709'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0709'WITH THE GROUND.  IT IS 75.0 FEET EAST OF THE POWER LINE POLE, 9.0
 AO0709'FEET NORTH-NORTHWEST OF THE FIELD ROAD, 2.7 FEET SOUTH-SOUTHEAST
 AO0709'OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0709'
 AO0709'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HARRIS NO 2 1972, SET
 AO0709'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AO0709'1 INCH.  IT IS 9.0 FEET NORTH-NORTHWEST OF THE FIELD ROAD, 3.3 FEET
 AO0709'EAST OF THE POWER LINE POLE, 1.8 FEET SOUTH-SOUTHEAST OF THE FENCE
 AO0709'AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0709'
 AO0709'AZIMUTH MARK IS A STANDARD DISK, STAMPED HARRIS 1972, SET IN THE TOP
 AO0709'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2 INCHES.
 AO0709'IT IS 43.0 FEET SOUTH OF THE CENTER OF A METAL CATTLE GUARD AND
 AO0709'ENTRANCE TO GOLDEN MEADOWS RANCH, 18.0 FEET WEST OF THE CENTER OF
 AO0709'THE GRADED ROAD AND 1.5 FEET EAST OF A FENCE.
 AO0709'
 AO0709'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6847 ***********************************************************************
 AW6847  DESIGNATION -  HARRIS
 AW6847  PID         -  AW6847
 AW6847  STATE/COUNTY-  TX/BRAZORIA
 AW6847  USGS QUAD   -  OTEY (1980)
 AW6847
 AW6847                         *CURRENT SURVEY CONTROL
 AW6847  ___________________________________________________________________
 AW6847* NAD 83(1993)-  29 15 05.84130(N)    095 33 23.67481(W)     ADJUSTED  
 AW6847* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 AW6847  ___________________________________________________________________
 AW6847  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AW6847  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW6847
 AW6847  HORZ ORDER  -  THIRD
 AW6847
 AW6847.The horizontal coordinates were established by classical geodetic methods
 AW6847.and adjusted by the National Geodetic Survey in February 1996..
 AW6847
 AW6847.The orthometric height was scaled from a topographic map.
 AW6847
 AW6847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6847
 AW6847.The geoid height was determined by GEOID03.
 AW6847
 AW6847;                    North         East     Units Scale Factor Converg.
 AW6847;SPC TXSC     - 4,162,110.370   934,613.852   MT  0.99986429   +1 41 13.1
 AW6847;SPC TXSC     -13,655,190.44  3,066,312.28   sFT  0.99986429   +1 41 13.1
 AW6847;UTM  15      - 3,238,573.459   251,551.715   MT  1.00036175   -1 14 59.6
 AW6847
 AW6847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6847!SPC TXSC     -   1.00000235  x   0.99986429  =   0.99986663
 AW6847!UTM  15      -   1.00000235  x   1.00036175  =   1.00036410
 AW6847
 AW6847:                Primary Azimuth Mark                     Grid Az
 AW6847:SPC TXSC     -  OTEY RAMSEY ST PRISON S TANK             020 12 16.1
 AW6847:UTM  15      -  OTEY RAMSEY ST PRISON S TANK             023 08 28.8
 AW6847
 AW6847|---------------------------------------------------------------------|
 AW6847| PID    Reference Object                     Distance      Geod. Az  |
 AW6847|                                                           dddmmss.s |
 AW6847| AW6845 OTEY RAMSEY ST PRISON S TANK        APPROX. 4.2 KM 0215329.2 |
 AW6847| CV7248 HARRIS AZ MK                                       0890135.9 |
 AW6847| CV7249 HARRIS RM 1                          20.239 METERS 10135     |
 AW6847| AW6836 ANGLETON MUNICIPAL TANK             APPROX.15.3 KM 1285615.8 |
 AW6847| AW6857 DOW HARRIS RESERVOIR MAST           APPROX. 1.1 KM 2050343.0 |
 AW6847| CV7250 HARRIS RM 2                          27.658 METERS 25435     |
 AW6847|---------------------------------------------------------------------|
 AW6847
 AW6847                          SUPERSEDED SURVEY CONTROL
 AW6847
 AW6847  NAD 83(1986)-  29 15 05.85348(N)    095 33 23.65942(W) AD(       ) 3
 AW6847  NAD 27      -  29 15 04.98200(N)    095 33 22.86700(W) AD(       ) 3
 AW6847
 AW6847.Superseded values are not recommended for survey control.
 AW6847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6847.See file dsdata.txt to determine how the superseded data were derived.
 AW6847
 AW6847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5155238573(NAD 83)
 AW6847_MARKER: DS = TRIANGULATION STATION DISK
 AW6847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6847
 AW6847  HISTORY     - Date     Condition        Report By
 AW6847  HISTORY     - 1954     MONUMENTED       CGS
 AW6847
 AW6847                          STATION DESCRIPTION
 AW6847
 AW6847'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AW6847'THE STATION IS LOCATED ON PROPERTY OWNED BY THE DOW CHEMICAL
 AW6847'COMPANY AT THE NORTHWEST CORNER OF THE HARRIS RESERVOIR, ABOUT
 AW6847'11.5 MILES WEST OF DANBURY, 8.0 MILES NORTHWEST OF ANGLETON,
 AW6847'AND 2.5 MILES SOUTH OF THE RAMSEY STATE PRISON FARM.
 AW6847'
 AW6847'REACHED FROM THE JUNCTION OF STATE ROUTES 35 AND 288 IN ANGLETON
 AW6847'BY GOING NORTHEASTERLY ON ROUTE 288 FOR 5.75 MILES TO A CROSS
 AW6847'ROAD.  TURN LEFT, WEST, AND GO 0.85 MILE TO A T-ROAD.  TURN
 AW6847'RIGHT AND GO 0.45 MILE ON OLD STATE ROUTE 288 TO A SIDE ROAD
 AW6847'LEFT.  TURN LEFT AND GO 4.2 MILES TO THE RETAINING BANK OF THE
 AW6847'DOW HARRIS RESERVOIR.  HERE TURN RIGHT AND FOLLOW ALONG THE TOP
 AW6847'OF THE RESERVOIR BANK FOR 1.2 MILES, OR TO MID-WAY BETWEEN DOW
 AW6847'MARKER POSTS 6 AND 7, AND THE AZIMUTH MARK ON THE RIGHT.
 AW6847'CONTINUE STRAIGHT AHEAD, WESTERLY, FOR 0.35 MILE, OR TO
 AW6847'MID-WAY BETWEEN DOW MARKER POSTS 8 AND 9, AND THE STATION ON
 AW6847'THE RIGHT AS DESCRIBED.
 AW6847'
 AW6847'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6847'IS 45 FEET SOUTH OF A POWER POLE, 30 FEET NORTH OF THE APPROXIMATE
 AW6847'CENTER OF THE RESERVOIR BANK, AND 2.5 FEET NORTHEAST OF A
 AW6847'WITNESS POST.  THE DISK IS STAMPED HARRIS 1954, AND THE MARK
 AW6847'PROJECTS 4 INCHES.
 AW6847'
 AW6847'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6847'IS 22 FEET NORTH OF THE APPROXIMATE CENTER OF THE RESERVOIR
 AW6847'BANK.  THE DISK IS STAMPED HARRIS NO 1 1954, AND THE MARK
 AW6847'PROJECTS 3 INCHES.
 AW6847'
 AW6847'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6847'IS 18 FEET NORTH OF THE APPROXIMATE CENTER OF THE RESERVOIR
 AW6847'BANK.  THE DISK IS STAMPED HARRIS NO 2 1954, AND THE MARK
 AW6847'PROJECTS 4 INCHES.
 AW6847'
 AW6847'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AW6847'IS 20 FEET NORTH OF THE APPROXIMATE CENTER OF THE RESERVOIR
 AW6847'BANK AND 2 FEET WEST OF A WITNESS POST.  THE DISK IS STAMPED
 AW6847'HARRIS 1954, AND THE MARK PROJECTS 5 INCHES.
 AW6847'
 AW6847'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1136 ***********************************************************************
 CR1136  DESIGNATION -  HARRIS
 CR1136  PID         -  CR1136
 CR1136  STATE/COUNTY-  TX/PANOLA
 CR1136  USGS QUAD   -  HARRIS CHAPEL (1983)
 CR1136
 CR1136                         *CURRENT SURVEY CONTROL
 CR1136  ___________________________________________________________________
 CR1136* NAD 83(1993)-  32 18 57.61967(N)    094 25 54.93870(W)     ADJUSTED  
 CR1136* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 CR1136  ___________________________________________________________________
 CR1136  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 CR1136  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CR1136
 CR1136  HORZ ORDER  -  SECOND
 CR1136
 CR1136.The horizontal coordinates were established by classical geodetic methods
 CR1136.and adjusted by the National Geodetic Survey in February 1996..
 CR1136
 CR1136.The orthometric height was scaled from a topographic map.
 CR1136
 CR1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1136
 CR1136.The geoid height was determined by GEOID03.
 CR1136
 CR1136;                    North         East     Units Scale Factor Converg.
 CR1136;SPC TXNC     - 2,079,422.326   982,967.515   MT  0.99995442   +2 13 07.3
 CR1136;SPC TXNC     - 6,822,238.08  3,224,952.59   sFT  0.99995442   +2 13 07.3
 CR1136;UTM  15      - 3,576,363.948   365,206.683   MT  0.99982406   -0 45 56.2
 CR1136
 CR1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1136!SPC TXNC     -   0.99998544  x   0.99995442  =   0.99993987
 CR1136!UTM  15      -   0.99998544  x   0.99982406  =   0.99980951
 CR1136
 CR1136:                Primary Azimuth Mark                     Grid Az
 CR1136:SPC TXNC     -  BECKVILLE MUNICIPAL TANK                 195 38 01.2
 CR1136:UTM  15      -  BECKVILLE MUNICIPAL TANK                 198 37 04.7
 CR1136
 CR1136|---------------------------------------------------------------------|
 CR1136| PID    Reference Object                     Distance      Geod. Az  |
 CR1136|                                                           dddmmss.s |
 CR1136| CR1130 BECKVILLE MUNICIPAL TANK            APPROX. 8.2 KM 1975108.5 |
 CR1136| CR1134 BECKVILLE LOOKOUT TOWER             APPROX. 2.4 KM 2001015.2 |
 CR1136| CX5973 HARRIS RM 1                          29.629 METERS 24407     |
 CR1136| CR1139 TATUM MUNICIPAL TANK                APPROX. 7.6 KM 2684025.5 |
 CR1136| CX5974 HARRIS RM 2                          24.587 METERS 32202     |
 CR1136| CX5972 HARRIS AZ MK                                       3343534.6 |
 CR1136|---------------------------------------------------------------------|
 CR1136
 CR1136                          SUPERSEDED SURVEY CONTROL
 CR1136
 CR1136  NAD 83(1986)-  32 18 57.62836(N)    094 25 54.92812(W) AD(       ) 2
 CR1136  NAD 27      -  32 18 57.06440(N)    094 25 54.21100(W) AD(       ) 2
 CR1136
 CR1136.Superseded values are not recommended for survey control.
 CR1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1136.See file dsdata.txt to determine how the superseded data were derived.
 CR1136
 CR1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR6520776364(NAD 83)
 CR1136_MARKER: DS = TRIANGULATION STATION DISK
 CR1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1136
 CR1136  HISTORY     - Date     Condition        Report By
 CR1136  HISTORY     - 1958     MONUMENTED       CGS
 CR1136  HISTORY     - 19860306 GOOD             LOCSUR
 CR1136  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR1136
 CR1136                          STATION DESCRIPTION
 CR1136
 CR1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1136'THE STATION IS LOCATED ALONG THE RIGHT OF WAY OF FARM ROAD 959, ON
 CR1136'A LOW RIDGE, BUT NOT THE HIGHEST GROUND IN THE VICINITY, ABOUT
 CR1136'12 MILES, AIRLINE, NORTH-NORTHWEST OF CARTHAGE, 5 MILES NORTHEAST
 CR1136'OF BECKVILLE AND 5 MILES EAST OF TATUM.  IT IS 60 FEET NORTHEAST
 CR1136'OF THE CENTER OF FARM ROAD 959, 33 FEET SOUTHEAST OF THE
 CR1136'CENTER OF A DRIVEWAY, 26 FEET SOUTH-SOUTHWEST OF A 24-INCH
 CR1136'ASH TREE AND 7 FEET WEST OF A WHITE WITNESS POST.
 CR1136'
 CR1136'THE STATION MARK, A STANDARD DISK STAMPED HARRIS 1958, IS SET
 CR1136'IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING ABOUT 4
 CR1136'INCHES ABOVE THE SURFACE OF THE GROUND.
 CR1136'
 CR1136'REFERENCE MARK NO 1, A STANDARD DISK STAMPED HARRIS NO 1 1958,
 CR1136'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING
 CR1136'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 37 FEET
 CR1136'SOUTHWEST OF THE CENTER OF FARM ROAD 959 AND 2 FEET SOUTHEAST
 CR1136'OF A FENCE CORNER.
 CR1136'
 CR1136'REFERENCE MARK NO 2, A STANDARD DISK STAMPED HARRIS NO 2 1958,
 CR1136'IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE POST FLUSH WITH
 CR1136'THE SURFACE OF THE GROUND.  IT IS 42 FEET NORTHWEST OF THE
 CR1136'CENTER OF A DRIVEWAY, 35 FEET NORTHEAST OF THE CENTER OF
 CR1136'FARM ROAD 959 AND 28 FEET NORTHWEST OF A TELEPHONE POLE.
 CR1136'
 CR1136'THE AZIMUTH MARK, A STANDARD DISK STAMPED HARRIS 1958, IS SET
 CR1136'IN THE TOP OF A 8-INCH SQUARE CONCRETE POST PROJECTING ABOUT
 CR1136'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 151 FEET
 CR1136'NORTHEAST OF THE CENTER OF FARM ROAD 959, 73 FEET SOUTH OF THE
 CR1136'SOUTHWEST CORNER OF A FARMHOUSE, 32 FEET SOUTHEAST OF THE
 CR1136'CENTER OF A DRIVEWAY AND 2 FEET SOUTH-SOUTHWEST OF A POWERLINE
 CR1136'POLE.
 CR1136'
 CR1136'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON FARM
 CR1136'ROAD 959 FOR 0.4 MILE TO A GROCERY STORE ON THE LEFT, A DRIVEWAY
 CR1136'ON THE RIGHT AND THE MARK AS DESCRIBED.
 CR1136'
 CR1136'TO REACH THE STATION FROM THE POST OFFICE IN BECKVILLE GO NORTH
 CR1136'AND NORTHEAST ON FARM ROAD 124 FOR 0.75 MILE TO THE JUNCTION
 CR1136'OF FARM ROAD 959.  GO NORTHEAST ON FARM ROAD 959 FOR 3.65 MILES
 CR1136'TO A CROSSROAD, FARM ROAD 1795.  CONTINUE NORTHEAST ON FARM
 CR1136'ROAD 959 FOR 1.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CR1136'
 CR1136'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1136
 CR1136                          STATION RECOVERY (1986)
 CR1136
 CR1136'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (RL)
 CR1136'RECOVERED IN GOOD CONDITION.
 CR1136
 CR1136                          STATION RECOVERY (1998)
 CR1136
 CR1136'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0884 ***********************************************************************
 GK0884  DESIGNATION -  HARRIS
 GK0884  PID         -  GK0884
 GK0884  STATE/COUNTY-  TX/HANSFORD
 GK0884  USGS QUAD   -  GRUVER (1973)
 GK0884
 GK0884                         *CURRENT SURVEY CONTROL
 GK0884  ___________________________________________________________________
 GK0884* NAD 83(1993)-  36 19 04.36251(N)    101 27 38.92889(W)     ADJUSTED  
 GK0884* NAVD 88     -       994.     (meters)    3261.     (feet)  SCALED    
 GK0884  ___________________________________________________________________
 GK0884  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 GK0884  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 GK0884
 GK0884  HORZ ORDER  -  FIRST
 GK0884
 GK0884.The horizontal coordinates were established by classical geodetic methods
 GK0884.and adjusted by the National Geodetic Survey in February 1996..
 GK0884
 GK0884.The orthometric height was scaled from a topographic map.
 GK0884
 GK0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0884
 GK0884.The geoid height was determined by GEOID03.
 GK0884
 GK0884;                    North         East     Units Scale Factor Converg.
 GK0884;SPC TX N     - 1,257,151.435   203,519.078   MT  1.00003416   +0 01 21.8
 GK0884;SPC TX N     - 4,124,504.33    667,712.18   sFT  1.00003416   +0 01 21.8
 GK0884;UTM  14      - 4,022,017.498   279,085.763   MT  1.00020134   -1 27 29.0
 GK0884
 GK0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0884!SPC TX N     -   0.99984815  x   1.00003416  =   0.99988230
 GK0884!UTM  14      -   0.99984815  x   1.00020134  =   1.00004946
 GK0884
 GK0884:                Primary Azimuth Mark                     Grid Az
 GK0884:SPC TX N     -  BERNSTEIN RR SID HITCH CO ELEV           047 06 27.3
 GK0884:UTM  14      -  BERNSTEIN RR SID HITCH CO ELEV           048 35 18.1
 GK0884
 GK0884|---------------------------------------------------------------------|
 GK0884| PID    Reference Object                     Distance      Geod. Az  |
 GK0884|                                                           dddmmss.s |
 GK0884| GK0870 BERNSTEIN RR SID HITCH CO ELEV      APPROX.12.7 KM 0470749.1 |
 GK0884| GK0883 GRUVER ELEV INC GRAIN ELEV          APPROX. 7.0 KM 1361201.5 |
 GK0884| GK0881 GRUVER METHODIST CHURCH SPIRE       APPROX. 8.1 KM 1383414.8 |
 GK0884| GK0882 GRUVER MUNICIPAL TANK               APPROX. 7.6 KM 1403555.9 |
 GK0884| CM8716 HARRIS AZ MK                                       1775457.6 |
 GK0884| CM8717 HARRIS RM 1                          18.627 METERS 20528     |
 GK0884| CM8718 HARRIS RM 2                          15.631 METERS 31637     |
 GK0884|---------------------------------------------------------------------|
 GK0884
 GK0884                          SUPERSEDED SURVEY CONTROL
 GK0884
 GK0884  NAD 83(1993)-  36 19 04.36087(N)    101 27 38.93107(W) AD(       ) 1
 GK0884  NAD 83(1986)-  36 19 04.37120(N)    101 27 38.91409(W) AD(       ) 1
 GK0884  NAD 27      -  36 19 04.26200(N)    101 27 37.33200(W) AD(       ) 1
 GK0884
 GK0884.Superseded values are not recommended for survey control.
 GK0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0884.See file dsdata.txt to determine how the superseded data were derived.
 GK0884
 GK0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF7908622017(NAD 83)
 GK0884_MARKER: DS = TRIANGULATION STATION DISK
 GK0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0884_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0884
 GK0884  HISTORY     - Date     Condition        Report By
 GK0884  HISTORY     - 1952     MONUMENTED       CGS
 GK0884  HISTORY     - 1967     GOOD             TX-195
 GK0884
 GK0884                          STATION DESCRIPTION
 GK0884
 GK0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0884'STATION IS LOCATED, AIRLINE, 8 MILES SOUTHWEST OF THE RAILROAD
 GK0884'SIDING AT BERNSTEIN, 4-1/2 MILES NORTHWEST OF GRUVER, 0.35 MILE
 GK0884'SOUTHEAST OF THE HARRIS RANCH HOUSE, AND ON THE WEST RIGHT-OF-WAY
 GK0884'OF A NORTH-SOUTH ROAD.
 GK0884'
 GK0884'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 GK0884'GRUVER, GO WEST FOR 50 YARDS, TURN RIGHT AND GO NORTH FOR 0.3
 GK0884'MILE.  TURN LEFT AND GO WEST, CROSSING RAILROAD TRACKS, FOR
 GK0884'0.1 MILE.  TURN RIGHT, NORTH, AND GO 3.0 MILES TO A SIDE ROAD ON
 GK0884'THE LEFT.  TURN LEFT, WEST, AND GO 3.0 MILES TO A SIDE ROAD
 GK0884'ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT,
 GK0884'NORTH, AND GO 0.3 MILE TO THE STATION ON THE LEFT, WEST, SIDE
 GK0884'OF THE ROAD.
 GK0884'
 GK0884'STATION MARK, STAMPED HARRIS 1952, IS A STANDARD DISK SET IN
 GK0884'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND FLUSH
 GK0884'WITH THE GROUND.  IT IS 30 FEET WEST OF THE CENTERLINE OF THE
 GK0884'ROAD, 13.6 FEET SOUTHEAST OF A WITNESS POST, 9 FEET EAST OF A
 GK0884'WIRE FENCE AND 15 FEET NORTHEAST OF A POWER LINE POLE WITH A
 GK0884'TRIANGLE BLAZE.
 GK0884'
 GK0884'REFERENCE MARK NUMBER 1, STAMPED HARRIS NO 1 1952, IS A STANDARD
 GK0884'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK0884'DIAMETER, PROJECTING 3 INCHES AND AT THE STATION ELEVATION.
 GK0884'IT IS 12 FEET WEST OF THE FENCE LINE.
 GK0884'
 GK0884'REFERENCE MARK NUMBER 2, STAMPED HARRIS NO 2 1952, IS A STANDARD
 GK0884'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK0884'DIAMETER, PROJECTING 3 INCHES AND AT THE STATION ELEVATION.
 GK0884'IT IS 18 FEET WEST OF THE FENCE LINE.
 GK0884'
 GK0884'AZIMUTH MARK, STAMPED HARRIS 1952, IS A STANDARD DISK SET IN
 GK0884'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GK0884'PROJECTING 8 INCHES.  IT IS 46 FEET NORTHEAST OF THE CROSS
 GK0884'ROAD CENTERLINE INTERSECTION, AND IN A NORTH-SOUTH FENCE LINE
 GK0884'AT A FENCE CORNER.
 GK0884'
 GK0884'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 GK0884
 GK0884                          STATION RECOVERY (1967)
 GK0884
 GK0884'RECOVERY NOTE BY HANSFORD COUNTY TEXAS 1967 (CLC)
 GK0884'TRIANGULATION STATION, R.M. 1 R.M. 2 AND AZ-ALL IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0970 ***********************************************************************
 CB0970  DESIGNATION -  HARRIS
 CB0970  PID         -  CB0970
 CB0970  STATE/COUNTY-  TX/CROCKETT
 CB0970  USGS QUAD   -  LONE MOUNTAIN (1970)
 CB0970
 CB0970                         *CURRENT SURVEY CONTROL
 CB0970  ___________________________________________________________________
 CB0970* NAD 83(1993)-  31 00 59.73043(N)    101 38 31.95210(W)     ADJUSTED  
 CB0970* NAVD 88     -       868.     (meters)    2848.     (feet)  SCALED    
 CB0970  ___________________________________________________________________
 CB0970  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 CB0970  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CB0970
 CB0970  HORZ ORDER  -  SECOND
 CB0970
 CB0970.The horizontal coordinates were established by classical geodetic methods
 CB0970.and adjusted by the National Geodetic Survey in February 1996..
 CB0970
 CB0970.The orthometric height was scaled from a topographic map.
 CB0970
 CB0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0970
 CB0970.The geoid height was determined by GEOID03.
 CB0970
 CB0970;                    North         East     Units Scale Factor Converg.
 CB0970;SPC TX C     - 3,150,381.080   575,036.110   MT  0.99988178   -0 40 26.9
 CB0970;SPC TX C     -10,335,875.26  1,886,597.64   sFT  0.99988178   -0 40 26.9
 CB0970;UTM  14      - 3,434,438.979   247,760.170   MT  1.00038489   -1 21 44.0
 CB0970
 CB0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0970!SPC TX C     -   0.99986741  x   0.99988178  =   0.99974921
 CB0970!UTM  14      -   0.99986741  x   1.00038489  =   1.00025225
 CB0970
 CB0970|---------------------------------------------------------------------|
 CB0970| PID    Reference Object                     Distance      Geod. Az  |
 CB0970|                                                           dddmmss.s |
 CB0970| CH9530 HARRIS RM 1                          27.287 METERS 05804     |
 CB0970| CH9529 HARRIS AZ MK                                       1172643.9 |
 CB0970| BO0550 WINDMILL SW OF STA WORLD            APPROX. 6.9 KM 1735357.4 |
 CB0970| CH9531 HARRIS RM 2                          27.820 METERS 28309     |
 CB0970| CB0972 HUMBLE OIL REFINERY WATER TK        APPROX.14.0 KM 3544444.2 |
 CB0970|---------------------------------------------------------------------|
 CB0970
 CB0970                          SUPERSEDED SURVEY CONTROL
 CB0970
 CB0970  NAD 83(1986)-  31 00 59.74150(N)    101 38 31.93812(W) AD(       ) 2
 CB0970  NAD 27      -  31 00 59.16600(N)    101 38 30.50100(W) AD(       ) 2
 CB0970
 CB0970.Superseded values are not recommended for survey control.
 CB0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0970.See file dsdata.txt to determine how the superseded data were derived.
 CB0970
 CB0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV4776034439(NAD 83)
 CB0970_MARKER: DS = TRIANGULATION STATION DISK
 CB0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0970
 CB0970  HISTORY     - Date     Condition        Report By
 CB0970  HISTORY     - 1943     MONUMENTED       CGS
 CB0970  HISTORY     - 1970     GOOD             USGS
 CB0970
 CB0970                          STATION DESCRIPTION
 CB0970
 CB0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CB0970'STATION IS LOCATED 20 MILES SOUTHEAST OF RANKIN BY AIRLINE,
 CB0970'AND 12 MILES SOUTHWEST OF BIG LAKE, BY AIRLINE, AND 19 MILES
 CB0970'NORTH-NORTHEAST OF SHEFFIELD, BY AIRLINE, AND 4 MILES WEST
 CB0970'OF THE POWELL OIL FIELD, BY AIRLINE.
 CB0970'
 CB0970'TO REACH FROM RANKIN GO EAST ON U.S. 67 FROM THE STOP LIGHT
 CB0970'18.4 MILES TO A CONOCO SERVICE STATION ON THE RIGHT IN THE
 CB0970'VILLAGE OF BEST.  CONTINUE EAST ON U.S. 67 FOR 5.05 MILES TO
 CB0970'A GRAVEL T ROAD RIGHT AT SIGN HUMBLE PIPE LINE CO.  (THIS ROAD
 CB0970'CAN BE REACHED FROM THE EAST BY GOING WEST ON U.S. 67 FROM
 CB0970'THE STOP LIGHT IN BIG LAKE FOR 4.1 MILES).  TURN SOUTH AND GO
 CB0970'0.85 MILES TO A T INTERSECTION JUST BEYOND THE RAILROAD.
 CB0970'TURN RIGHT AND GO 1.15 MILES TO A GRAVEL T-ROAD LEFT.  TURN
 CB0970'LEFT AS PER SIGN, HARRIS RANCH 18 MILES, AND FOLLOW MAIN
 CB0970'ROAD SOUTHERLY FOR 12.3 MILES TO A CATTLE GUARD AT ENTRANCE
 CB0970'TO THE POWELL OIL FIELD.  TAKE RIGHT FORK JUST BEYOND GUARD
 CB0970'AND FOLLOW MAIN ROAD FOR 0.5 MILE TO A CATTLE GUARD.
 CB0970'CROSS GUARD AND CONTINUE FOR 1.5 MILES TO ANOTHER CATTLE
 CB0970'GUARD WITH THE NAME FRANK HARRIS ON A BOARD ON THE LEFT
 CB0970'SIDE.  TAKE RIGHT FORK ON A DIM RANCH ROAD JUST BEYOND GATE AND
 CB0970'FOLLOW WESTERLY ALONG FENCE FOR 0.65 TO A FENCE CORNER.  TURN
 CB0970'RIGHT AROUND FENCE CORNER AND FOLLOW RANCH ROAD NORTHERLY
 CB0970'FOR 0.25 MILE TO A RED WOODEN GATE ON THE RIGHT.  STATION IS
 CB0970'ALMOST DUE WEST OF THIS GATE 1.2 MILES.  THE BEST WAY TO
 CB0970'STATION FROM THIS POINT IS TO GO NORTHWEST AROUND HEAD OF
 CB0970'DRAW THEN SOUTHWEST TO HIGHEST POINT AND STATION.  NO ROAD
 CB0970'OR TRAIL FROM GATE TO STATION.  THIS WILL BE ABOUT 1.5
 CB0970'MILES BY SPEEDOMETER.
 CB0970'
 CB0970'STATION IS ON THE FLAT TOP OF HIGHEST POINT ON AN EAST-WEST
 CB0970'RIDGE.  A STANDARD BRONZE DISK SET IN THE TOP OF A 10-INCH
 CB0970'SQUARE CONCRETE BLOCK STAMPED HARRIS 1943 AND PROJECTS 4 INCHES
 CB0970'ABOVE THE GROUND.
 CB0970'
 CB0970'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION.  A STANDARD
 CB0970'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE BLOCK OF CONCRETE
 CB0970'STAMPED HARRIS NO. 1 1943, AND PROJECTS 4 INCHES.
 CB0970'
 CB0970'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION.  A
 CB0970'STANDARD BRONZE DISK SET IN A DRILL HOLE IN BEDROCK, STAMPED
 CB0970'HARRIS NO. 2 1943 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 CB0970'
 CB0970'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 0.6 MILE WEST
 CB0970'OF A CATTLE GUARD.  (LAST CATTLE GUARD MENTIONED IN STATION
 CB0970'DESCRIPTION).  25 FEET NORTH OF THE CENTER LINE OF A GRAVEL
 CB0970'ROAD.  14 FEET WEST OF CENTER LINE OF A DIM RANCH ROAD.  7
 CB0970'FEET EAST OF A WHITE WITNESS POST.  A STANDARD BRONZE DISK
 CB0970'SET IN THE TOP OF A 10 INCH SQUARE BLOCK OF CONCRETE STAMPED
 CB0970'HARRIS 1943, AND PROJECTS 4 INCHES ABOVE THE GROUND.
 CB0970'
 CB0970'A 64 FOOT TOWER WAS USED OVER THE STATION.  ALL OBJECTS VISIBLE
 CB0970'FROM THE GROUND EXCEPT POWELL 1932, WHICH REQUIRES A 50 FOOT
 CB0970'STAND.
 CB0970'
 CB0970'HEIGHT OF LIGHT ABOVE STATION MARK - 21 METERS.
 CB0970
 CB0970                          STATION RECOVERY (1970)
 CB0970
 CB0970'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (FJS)
 CB0970'FROM THE INTERSECTION OF U.S. 67 AND STATE HIGHWAY 137 IN
 CB0970'BIG LAKE PROCEED WEST ON U.S. 67 FOR 4.0 MILES TO THE JUNCTION
 CB0970'OF RANCH ROAD 1676 TURN LEFT AND FOLLOW RANCH ROAD 1676 FOR
 CB0970'13.0 MILES TO A Y-FORK, JUST BEYOND A CATTLEGUARD, TAKE RIGHT
 CB0970'FORK AND FOLLOW MAIN ROAD FOR 2.8 MILES TO A Y-FORK AND THE AZ.
 CB0970'MARK ON THE RIGHT.  CONTINUE ON RIGHT FORK FOR 1.2 MILES TO
 CB0970'A TRACK ROAD NORTH JUST BEYOND A CATTLEGUARD, FOLLOW TRACK
 CB0970'ROAD NORTH FOR 0.75 MILES TO A T-INTERSECTION AND A
 CB0970'CATTLEGUARD ON THE LEFT.  CROSS CATTLEGUARD AND CONTINUE WEST
 CB0970'FOR 0.2 MILES.  LEAVE ROAD AND PROCEED SOUTHWEST, CROSS COUNTRY
 CB0970'TO THE HIGHEST POINT AND THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0776 ***********************************************************************
 CC0776  DESIGNATION -  HARRIS
 CC0776  PID         -  CC0776
 CC0776  STATE/COUNTY-  TX/WINKLER
 CC0776  USGS QUAD   -  COWDEN PLACE (1968)
 CC0776
 CC0776                         *CURRENT SURVEY CONTROL
 CC0776  ___________________________________________________________________
 CC0776* NAD 83(1993)-  31 42 33.69595(N)    102 48 45.00976(W)     ADJUSTED  
 CC0776* NAVD 88     -       881.0    (meters)    2890.     (feet)  VERTCON   
 CC0776  ___________________________________________________________________
 CC0776  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CC0776  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CC0776
 CC0776  HORZ ORDER  -  FIRST
 CC0776
 CC0776.The horizontal coordinates were established by classical geodetic methods
 CC0776.and adjusted by the National Geodetic Survey in February 1996..
 CC0776
 CC0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0776
 CC0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0776
 CC0776.The geoid height was determined by GEOID03.
 CC0776
 CC0776;                    North         East     Units Scale Factor Converg.
 CC0776;SPC TX C     - 3,229,068.432   465,028.889   MT  0.99995790   -1 16 36.9
 CC0776;SPC TX C     -10,594,035.35  1,525,682.28   sFT  0.99995790   -1 16 36.9
 CC0776;UTM  13      - 3,510,301.705   707,292.626   MT  1.00012999   +1 09 00.7
 CC0776
 CC0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0776!SPC TX C     -   0.99986532  x   0.99995790  =   0.99982322
 CC0776!UTM  13      -   0.99986532  x   1.00012999  =   0.99999529
 CC0776
 CC0776:                Primary Azimuth Mark                     Grid Az
 CC0776:SPC TX C     -  WINDMILL 2 MI S OF STA DUBLIN            050 31 07.4
 CC0776:UTM  13      -  WINDMILL 2 MI S OF STA DUBLIN            048 05 29.8
 CC0776
 CC0776|---------------------------------------------------------------------|
 CC0776| PID    Reference Object                     Distance      Geod. Az  |
 CC0776|                                                           dddmmss.s |
 CC0776| CC0771 WINDMILL 2 MI S OF STA DUBLIN       APPROX.21.6 KM 0491430.5 |
 CC0776| CH9523 HARRIS RM NE                         16.073 METERS 05239     |
 CC0776| CH9524 HARRIS RM SE                         17.115 METERS 14948     |
 CC0776|---------------------------------------------------------------------|
 CC0776
 CC0776                          SUPERSEDED SURVEY CONTROL
 CC0776
 CC0776  NAD 83(1993)-  31 42 33.69857(N)    102 48 45.00247(W) AD(       ) 1
 CC0776  NAD 83(1986)-  31 42 33.69852(N)    102 48 45.00144(W) AD(       ) 1
 CC0776  NAD 27      -  31 42 33.23300(N)    102 48 43.45900(W) AD(       ) 1
 CC0776  NGVD 29 (07/19/86)  880.6    (m)         2889.     (f) VERT ANG       
 CC0776
 CC0776.Superseded values are not recommended for survey control.
 CC0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0776.See file dsdata.txt to determine how the superseded data were derived.
 CC0776
 CC0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR0729310302(NAD 83)
 CC0776_MARKER: P = PIPE CAP
 CC0776_SETTING: 0 = UNSPECIFIED SETTING
 CC0776
 CC0776  HISTORY     - Date     Condition        Report By
 CC0776  HISTORY     - 1909     MONUMENTED       CGS
 CC0776  HISTORY     - 1935     GOOD             CGS
 CC0776  HISTORY     - 1937     GOOD             CGS
 CC0776  HISTORY     - 1938     MARK NOT FOUND   TXHD
 CC0776  HISTORY     - 1947     SEE DESCRIPTION  PHILIP
 CC0776  HISTORY     - 1968     SEE DESCRIPTION  CGS
 CC0776
 CC0776                          STATION DESCRIPTION
 CC0776
 CC0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CC0776'STATION IS NINE MILES DIRECT, OR 10-1/2 MILES BY ROAD, N 83 DEG
 CC0776'W FROM METZ, A RAILWAY STATION ON THE TEXAS AND PACIFIC RAILWAY,
 CC0776'3 MILES N 55 DEG W FROM THE JUDGE MURPHY CATTLE PENS, WHERE
 CC0776'THERE ARE 4 WINDMILLS, AND ON LAND OWNED BY M.W. HARRIS, WHO
 CC0776'LIVES 1 MILE N BY E OF THE STATION.  THE STATION IS 150 METERS
 CC0776'(492 FEET) W FROM THE SE CORNER OF THE FOUR-SECTION CLAIM OF
 CC0776'MR. HARRIS AND JUST N OF A LINE OF OLD FENCE POSTS TO WHICH NO
 CC0776'WIRE IS ATTACHED.
 CC0776'
 CC0776'SURFACE MARK IS A CAP STATION MARK SCREWED TO THE TOP OF A 3-INCH
 CC0776'IRON PIPE 30 INCHES LONG WHICH IS EMBEDDED IN A CYLINDER OF
 CC0776'CONCRETE 20 INCHES IN DIAMETER AND 30 INCHES LONG.
 CC0776'
 CC0776'UNDERGROUND MARK IS A LARGE NAIL IN IRON PIPE SET IN CONCRETE
 CC0776'IN A CYLINDER OF CONCRETE 12 INCHES IN DIAMETER AND 12 INCHES
 CC0776'LONG.
 CC0776'
 CC0776'REFERENCE MARK IS A THREE-FOURTHS INCH IRON ROD 18 INCHES LONG
 CC0776'SET IN A CYLINDER OF CONCRETE 12 INCHES IN DIAMETER AND 20
 CC0776'INCHES LONG.  IT IS 16.065 METERS (52.71 FEET) FROM THE STATION.
 CC0776'DISTANCES AND BEARINGS ARE AS
 CC0776'FOLLOWS--
 CC0776'
 CC0776'HARRIS RANCH WINDMILL, ABOUT 2 MILES, N 69 DEG 43 MIN W.
 CC0776'WINDMILL ABOUT 1 MILE N 21 DEG 16 MIN E.
 CC0776
 CC0776                          STATION RECOVERY (1935)
 CC0776
 CC0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0776'THIS STATION WAS VISITED BY A LIGHTKEEPER AND NOT BY AN OBSERVING
 CC0776'PARTY.  THE STATION MARK CONSISTS OF A STANDARD U.S.C. AND G.S.,
 CC0776'CAPPED-PIPE MONUMENT ENCASED IN CONCRETE.  IT WAS RECOVERED IN
 CC0776'GOOD CONDITION.  THE REFERENCE MARK WAS RECOVERED AS DESCRIBED,
 CC0776'ALTHOUGH ONLY APPROXIMATE CHECKS WERE POSSIBLE.
 CC0776
 CC0776                          STATION RECOVERY (1937)
 CC0776
 CC0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CC0776'STATION RECOVERED, MARKS IN FAIR CONDITION, STATION MARK REPARIED,
 CC0776'ADDITIONAL REFERENCE MARK ESTABLISHED.  REVISED DESCRIPTION AS
 CC0776'FOLLOWS--
 CC0776'
 CC0776'ABOUT 9-1/2 MILES NE OF MONAHANS.  1 MILE WNW OF THE LAZY R
 CC0776'RANCH, OWNED BY GLEN ALLEN.  AND ON LAND OWNED BY EARL VEST OF
 CC0776'SAND HILLS, TEXAS.  AREA IS ROLLING BRUSHY SAND DUNES.
 CC0776'
 CC0776'MARK IS A BRONZE BENCH MARK CAP ON A 3-INCH IRON PIPE PROJECTING
 CC0776'ABOUT 6 INCHES FROM CYLINDER OF CONCRETE.  STAMPED HARRIS 1909.
 CC0776'SAND HAD BLOWN AWAY FROM CONCRETE UNTIL IT PROJECTED ABOUT 1
 CC0776'FOOT.  SAND WAS FILLED IN AROUND MARK, WITH A MATTING OF BRUSH,
 CC0776'AND GRAMMA AND BEAR GRASS WAS TRANSPLANTED TO HOLD IT.
 CC0776'
 CC0776'REFERENCE MARK 1909 IS AN IRON ROD IN SMALL CYLINDER OF CONCRETE.
 CC0776'IT WAS FOUND COVERED BY AN INCH OF SAND.  A MESQUITE STAKE 1
 CC0776'FOOT HIGH WAS DRIVEN BESIDE IT.
 CC0776'
 CC0776'REFERENCE MARK 1937 IS A STANDARD TABLET SET IN CONCRETE WHICH
 CC0776'FILLS A 6-INCH CAST IRON PIPE 50 INCHES LONG, WHICH PROJECTS 10
 CC0776'INCHES ABOVE GROUND.  THE LOWER 3 FEET OF THE PIPE ARE ENCASED
 CC0776'IN CONCRETE FROM 12 TO 14 INCHES IN DIAMETER.  MARK IS ON A
 CC0776'SLIGHT KNOLL WHERE SAND HAS BEEN STABILIZED BY GRASS AND A CIRCLE
 CC0776'OF MESQUITE BUSHES.  STAMPED HARRIS 1909-1937.
 CC0776'
 CC0776'REACHED FROM MONAHANS BY U.S. HIGHWAY 80, ENE 8.3 MILES TO W
 CC0776'END OF RANCH PASSING SIDING ON THE TEXAS AND PACIFIC RAILWAY.
 CC0776'THIS POINT IS 0.7 MILE W OF THE CRANE-ECTOR COUNTY LINE, TURN
 CC0776'N ACROSS RAILROAD ON UNGRADED ROAD, AND FOLLOW IT NW 4.75 MILES
 CC0776'TO THE GLENN ALLEN RANCH HOUSE.  STATION BEARS 282 DEG MAGNETIC,
 CC0776'OR 293 DEG TRUE FROM RANCH HOUSE, AND IS DISTANT ABOUT 1 MILE
 CC0776'ACROSS BRUSHY, SANDY PASTURES.  TEAM AND WAGON CAN BE TAKEN TO
 CC0776'STATION.  FROM ALLEN RANCH, PROCEED IN DIRECTION OF STATION
 CC0776'ABOUT 0.8 MILE TO CORNER OF ALLENS N FENCE, AND A N AND S
 CC0776'FENCE TO N.  PASS THRU GATE W OF CORNER, AND CONTINUE WNW
 CC0776'ABOUT 1/4 MILE TO STATION.  THERE ARE NO OUTSTANDING LOCAL
 CC0776'FEATURES, AND IT PROBABLY WILL BE NECESSARY TO FIND MARK BY
 CC0776'TAKING BEARINGS OF WINDMILLS.
 CC0776
 CC0776                          STATION RECOVERY (1938)
 CC0776
 CC0776'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0776'STATION WAS NOT RECOVERED DUE TO SANDY ROADS BEING IMPASSABLE.
 CC0776
 CC0776                          STATION RECOVERY (1947)
 CC0776
 CC0776'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CC0776'PRESENT DESCRIPTION INADEQUATE TO LOCATE STATION AS SURROUNDINGS
 CC0776'HAVE CHANGED.  VERY DIFFICULT TO REACH THIS LOCALITY WITH
 CC0776'ORDINARY TRANSPORTATION SINCE THE SAND IS DEEP.
 CC0776
 CC0776                          STATION RECOVERY (1968)
 CC0776
 CC0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ADL)
 CC0776'STATION RECOVERED.
 CC0776'
 CC0776'TO REACH STATION GO 10.1 MILES NE ALONG U.S. HWY 80 FROM JUNCTION
 CC0776'OF STATE HWY 18 IN MONAHANS TO A T-ROAD NORTH.  THE T-ROAD IS
 CC0776'0.7 MILES E OF THE ECTOR CRANE COUNTY LINE.  GO NORTH ON THE T-ROAD
 CC0776'3.2 MILES, THEN LEFT AT THE ROAD CORNER FOR 3 MILES, THEN 1.8
 CC0776'MILES N, STAYING ON MAIN TRAVELED ROAD, THEN RIGHT 0.2 MILES
 CC0776'TO AN OIL TANK BATTERY, THEN 0.1 MILE SE, THEN 0.75 MILE NE TO
 CC0776'STATION NW OF THE ROAD ABOUT 250 FEET ON A LOW MESQUITE COVERED
 CC0776'TOP.
 CC0776'
 CC0776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MONAHANS, 10
 CC0776'MILES NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1073 ***********************************************************************
 CD1073  DESIGNATION -  HARRIS
 CD1073  PID         -  CD1073
 CD1073  STATE/COUNTY-  TX/HUDSPETH
 CD1073  USGS QUAD   -  FORT HANCOCK (1972)
 CD1073
 CD1073                         *CURRENT SURVEY CONTROL
 CD1073  ___________________________________________________________________
 CD1073* NAD 83(1993)-  31 22 10.11276(N)    105 45 53.25711(W)     ADJUSTED  
 CD1073* NAVD 88     -      1255.0    (meters)    4117.     (feet)  VERTCON   
 CD1073  ___________________________________________________________________
 CD1073  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 CD1073  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CD1073
 CD1073  HORZ ORDER  -  FIRST
 CD1073
 CD1073.The horizontal coordinates were established by classical geodetic methods
 CD1073.and adjusted by the National Geodetic Survey in February 1996..
 CD1073
 CD1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1073
 CD1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1073
 CD1073.The geoid height was determined by GEOID03.
 CD1073
 CD1073;                    North         East     Units Scale Factor Converg.
 CD1073;SPC TX C     - 3,201,377.648   183,538.915   MT  0.99990230   -2 47 51.1
 CD1073;SPC TX C     -10,503,186.50    602,160.59   sFT  0.99990230   -2 47 51.1
 CD1073;UTM  13      - 3,470,802.993   427,270.188   MT  0.99966524   -0 23 53.3
 CD1073
 CD1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1073!SPC TX C     -   0.99980671  x   0.99990230  =   0.99970902
 CD1073!UTM  13      -   0.99980671  x   0.99966524  =   0.99947201
 CD1073
 CD1073|---------------------------------------------------------------------|
 CD1073| PID    Reference Object                     Distance      Geod. Az  |
 CD1073|                                                           dddmmss.s |
 CD1073| CH9527 HARRIS RM 1                           9.727 METERS 01841     |
 CD1073| CD1074 HARRIS RM A                          26.438 METERS 18640     |
 CD1073| CH9525 HARRIS AZ MK                                       2425428.4 |
 CD1073| CH9526 HARRIS AZ MK 2                                     2501423.1 |
 CD1073| CH9528 HARRIS RM 2                          13.474 METERS 30327     |
 CD1073|---------------------------------------------------------------------|
 CD1073
 CD1073                          SUPERSEDED SURVEY CONTROL
 CD1073
 CD1073  NAD 83(1986)-  31 22 10.12441(N)    105 45 53.24836(W) AD(       ) 1
 CD1073  NAD 27      -  31 22 09.67700(N)    105 45 51.37300(W) AD(       ) 1
 CD1073  NGVD 29 (07/19/86) 1254.4    (m)         4115.     (f) VERT ANG       
 CD1073
 CD1073.Superseded values are not recommended for survey control.
 CD1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1073.See file dsdata.txt to determine how the superseded data were derived.
 CD1073
 CD1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ2727070803(NAD 83)
 CD1073_MARKER: DS = TRIANGULATION STATION DISK
 CD1073_SETTING: 66 = SET IN ROCK OUTCROP
 CD1073_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CD1073
 CD1073  HISTORY     - Date     Condition        Report By
 CD1073  HISTORY     - 1936     MONUMENTED       CGS
 CD1073  HISTORY     - 1958     GOOD             AMS
 CD1073  HISTORY     - 1968     GOOD             CGS
 CD1073
 CD1073                          STATION DESCRIPTION
 CD1073
 CD1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1073'THIS STATION IS LOCATED ON THE HIGHEST POINT OF A LONE HILL
 CD1073'IN OPEN RANGE LAND ABOUT 9 MILES NNE OF MC NARY.  HILL SLOPES
 CD1073'OFF GENTLY ON ALL SIDES AND IS SPARSELY COVERED WITH LOW
 CD1073'BRUSH.  MARK IS FLUSH WITH SURFACE OF GROUND.
 CD1073'
 CD1073'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL
 CD1073'HOLES IN BEDROCK.
 CD1073'
 CD1073'BOTH REFERENCE MARKS ARE FLUSH WITH SURFACE OF GROUND.
 CD1073'
 CD1073'AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT
 CD1073'LOCATED ON A SLIGHT RISE OF BARE ROCKY FLAT, ABOUT 150 YARDS
 CD1073'SE OF RANCH HOUSE, 40 FEET E OF THE ROAD LEADING TO RANCH.
 CD1073'MARK PROJECTS 8 INCHES.
 CD1073'
 CD1073'TO REACH STATION FROM MC NARY, TURN LEFT OFF U.S. HIGHWAY
 CD1073'80 ACROSS RAILROAD TRACKS AT THE NW SIDE OF CONCRETE COTTON
 CD1073'GIN, AND GO IN NORTH-NORTHEASTERLY DIRECTION ON M.T.R. FOR
 CD1073'8.2 MILES TO OIL WELL AND BUILDINGS, THENCE BEAR TO LEFT
 CD1073'AND CONTINUE IN NORTHERLY DIRECTION FOR 2.7 MILES TO FORKS,
 CD1073'THENCE RIGHT FORK FOR 0.2 MILE TO DAM AT SMALL RESERVOIR.
 CD1073'CROSS DAM AND CONTINUE 0.1 MILE TO GATE.  PASS THROUGH GATE
 CD1073'AND CONTINUE FOR 1.1 MILES TO FORKS.  TAKE RIGHT FORK AND GO
 CD1073'0.1 MILE TO RANCH HOUSE.  HERE TURN RIGHT, EASTWARD, AND
 CD1073'GO 0.3 MILE TO LOW GAP, BEAR TO RIGHT AT THIS POINT AND GO
 CD1073'0.1 MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK UP HILL
 CD1073'IN SOUTHERLY DIRECTION TO HIGHEST POINT AND STATION.  FROM
 CD1073'END OF TRUCK TRAVEL TO STATION IS ABOUT 200 YARDS.
 CD1073
 CD1073                          STATION RECOVERY (1958)
 CD1073
 CD1073'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CD1073'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  R.M.
 CD1073'NO. 1 AND R.M. NO. 2 ARE IN GOOD CONDITION.  IT IS 145 FT.
 CD1073'W. OF DRAIN, 94.5 FT. SSW OF A SMALL OUT-CROP OF ROCK AT
 CD1073'HEAD OF DRAIN, AND 148 FT. E OF EDGE OF HILL.
 CD1073'
 CD1073'THE AZIMUTH MARK HAS BEEN DESTROYED AND WAS FOUND LAYING ON TOP
 CD1073'OF GROUND.
 CD1073
 CD1073                          STATION RECOVERY (1968)
 CD1073
 CD1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD1073'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 CD1073'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 CD1073'HAS BEEN DESTROYED AND A NEW AZIMUTH MARK WAS ESTABLISHED
 CD1073'AT THIS TIME.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 CD1073'MARKS COMPARED FAVORABLY WITH THE ORIGINAL OBSERVATIONS.  DUE
 CD1073'TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 CD1073'
 CD1073'TO REACH FROM THE OVERPASS AT THE FT. HANCOCK EXIT OF
 CD1073'INTERSTATE 10 AND U.S. HIGHWAY 80 JUST NORTH OF THE SMALL
 CD1073'TOWN OF FT. HANCOCK, GO NORTH ON A BLADED ROAD CROSSING
 CD1073'A CATTLE GUARD FOR 2.2 MILES TO A SIDE ROAD ON THE
 CD1073'RIGHT.  CONTINUE AHEAD NORTH ON THE BLADED ROAD FOR
 CD1073'3.9 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST
 CD1073'AND EASTERLY FOR 0.2 MILE TO A CATTLE GUARD.  CONTINUE
 CD1073'AHEAD EASTERLY ON THE BLADED ROAD FOR 0.8 MILE TO A REVERSE
 CD1073'FORK ON THE LEFT.  (KEEP STRAIGHT AHEAD ON THE MAIN ROAD
 CD1073'LEADING TO A RANCH HOUSE FOR 0.1 MILE TO THE AZIMUTH
 CD1073'MARK ON THE RIGHT AT THE CATTLE GUARD.) TURN SHARP LEFT
 CD1073'AND GO NORTHERLY FOR 0.3 MILE TO THE TOP OF A SMALL
 CD1073'SADDLE.  HERE TURN RIGHT LEAVING THE MAIN ROAD AND FOLLOW
 CD1073'THE DIM TRACKS EASTERLY UP RIDGE FOR 0.2 MILE AND THE END OF
 CD1073'2-WHEEL DRIVE TRUCK TRAVEL.  HERE BEAR SOUTHEAST AND THEN WEST
 CD1073'FOR ABOUT 0.25 MILE TO THE TOP OF A SMALL HILL AND THE
 CD1073'STATION.
 CD1073'
 CD1073'THE STATION MARK IS A STANDARD DISK STAMPED HARRIS 1936,
 CD1073'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 CD1073'FLUSH WITH THE SURFACE OF THE GROUND.
 CD1073'
 CD1073'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HARRIS NO 1 1936,
 CD1073'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 CD1073'WITH THE SURFACE OF THE GROUND.
 CD1073'
 CD1073'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HARRIS NO 2 1936,
 CD1073'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CD1073'ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.
 CD1073'
 CD1073'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HARRIS 1936
 CD1073'AZ 2 1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 CD1073'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE
 CD1073'OF THE GROUND.  IT IS 20 FEET WEST OF THE WEST END OF
 CD1073'A CATTLE GUARD AND 1 FOOT NORTH OF A METAL WITNESS POST
 CD1073'WITH A SIGN ATTACHED SET IN AN EAST-WEST FENCE LINE.
 CD1073'
 CD1073'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF
 CD1073'MC NARY, 8-1/2 MILES NORTH OF FT. HANCOCK, AND ON THE
 CD1073'NORTH EDGE OF A HIGH HILL.  IT IS ON PROPERTY OWNED
 CD1073'BY MR. ED NORTON.
 CD1073'
 CD1073'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CD1073'8.5 MILES NORTH OF FT. HANCOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6266 ***********************************************************************
 AW6266  DESIGNATION -  HARRIS COUNTY HOME WATER TANK
 AW6266  PID         -  AW6266
 AW6266  STATE/COUNTY-  TX/HARRIS
 AW6266  USGS QUAD   -  JACINTO CITY (1982)
 AW6266
 AW6266                         *CURRENT SURVEY CONTROL
 AW6266  ___________________________________________________________________
 AW6266* NAD 83(1993)-  29 49 06.85639(N)    095 14 20.38211(W)     ADJUSTED  
 AW6266* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 AW6266  ___________________________________________________________________
 AW6266  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6266  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6266
 AW6266  HORZ ORDER  -  THIRD
 AW6266
 AW6266.The horizontal coordinates were established by classical geodetic methods
 AW6266.and adjusted by the National Geodetic Survey in February 1996..
 AW6266
 AW6266.The orthometric height was scaled from a topographic map.
 AW6266
 AW6266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6266
 AW6266.The geoid height was determined by GEOID03.
 AW6266
 AW6266;                    North         East     Units Scale Factor Converg.
 AW6266;SPC TXSC     - 4,225,863.681   963,444.189   MT  0.99989876   +1 50 33.2
 AW6266;SPC TXSC     -13,864,354.43  3,160,899.81   sFT  0.99989876   +1 50 33.2
 AW6266;UTM  15      - 3,300,784.700   283,634.348   MT  1.00017763   -1 06 49.6
 AW6266
 AW6266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6266!SPC TXSC     -   0.99998622  x   0.99989876  =   0.99988499
 AW6266!UTM  15      -   0.99998622  x   1.00017763  =   1.00016385
 AW6266
 AW6266                          SUPERSEDED SURVEY CONTROL
 AW6266
 AW6266  NAD 83(1986)-  29 49 06.87100(N)    095 14 20.36344(W) AD(       ) 4
 AW6266  NAD 27      -  29 49 06.05941(N)    095 14 19.59985(W) AD(       ) 3
 AW6266
 AW6266.Superseded values are not recommended for survey control.
 AW6266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6266.See file dsdata.txt to determine how the superseded data were derived.
 AW6266
 AW6266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8363400785(NAD 83)
 AW6266_MARKER: 51 = TANK
 AW6266
 AW6266  HISTORY     - Date     Condition        Report By
 AW6266  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6266  HISTORY     - 1987     GOOD             USPSQD
 AW6266  HISTORY     - 20040325 GOOD             USPSQD
 AW6266
 AW6266                          STATION DESCRIPTION
 AW6266
 AW6266'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1074 ***********************************************************************
 CD1074  DESIGNATION -  HARRIS RM A
 CD1074  PID         -  CD1074
 CD1074  STATE/COUNTY-  TX/HUDSPETH
 CD1074  USGS QUAD   -  FORT HANCOCK (1972)
 CD1074
 CD1074                         *CURRENT SURVEY CONTROL
 CD1074  ___________________________________________________________________
 CD1074* NAD 83(1993)-  31 22 09.26017(N)    105 45 53.37336(W)     ADJUSTED  
 CD1074* NAVD 88     -      1253.8    (meters)    4114.     (feet)  VERTCON   
 CD1074  ___________________________________________________________________
 CD1074  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 CD1074  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CD1074
 CD1074  HORZ ORDER  -  FIRST
 CD1074
 CD1074.The horizontal coordinates were established by classical geodetic methods
 CD1074.and adjusted by the National Geodetic Survey in February 1996..
 CD1074
 CD1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1074
 CD1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1074
 CD1074.The geoid height was determined by GEOID03.
 CD1074
 CD1074;                    North         East     Units Scale Factor Converg.
 CD1074;SPC TX C     - 3,201,351.573   183,534.566   MT  0.99990228   -2 47 51.1
 CD1074;SPC TX C     -10,503,100.95    602,146.32   sFT  0.99990228   -2 47 51.1
 CD1074;UTM  13      - 3,470,776.765   427,266.935   MT  0.99966525   -0 23 53.3
 CD1074
 CD1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1074!SPC TX C     -   0.99980689  x   0.99990228  =   0.99970919
 CD1074!UTM  13      -   0.99980689  x   0.99966525  =   0.99947221
 CD1074
 CD1074|---------------------------------------------------------------------|
 CD1074| PID    Reference Object                     Distance      Geod. Az  |
 CD1074|                                                           dddmmss.s |
 CD1074| CD1073 HARRIS                               26.438 METERS 00640     |
 CD1074| CD1059 FROST                               APPROX.18.8 KM 1250612.0 |
 CD1074|---------------------------------------------------------------------|
 CD1074
 CD1074                          SUPERSEDED SURVEY CONTROL
 CD1074
 CD1074  NAD 83(1986)-  31 22 09.27187(N)    105 45 53.36460(W) AD(       ) 1
 CD1074  NAD 27      -  31 22 08.82439(N)    105 45 51.48925(W) AD(       ) 1
 CD1074  NGVD 29 (07/19/86) 1253.2    (m)         4112.     (f) VERT ANG       
 CD1074
 CD1074.Superseded values are not recommended for survey control.
 CD1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1074.See file dsdata.txt to determine how the superseded data were derived.
 CD1074
 CD1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ2726770777(NAD 83)
 CD1074_MARKER: DS = TRIANGULATION STATION DISK
 CD1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD1074+STABILITY: SURFACE MOTION
 CD1074
 CD1074  HISTORY     - Date     Condition        Report By
 CD1074  HISTORY     - 1968     MONUMENTED       CGS
 CD1074
 CD1074                          STATION DESCRIPTION
 CD1074
 CD1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD1074'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST
 CD1074'OF MC NARY, 8-1/2 MILES NORTH OF FT HANCOCK, ON THE
 CD1074'SOUTH EDGE OF A HIGH HILL AND ON PROPERTY OWNED BY
 CD1074'MR. ED NORTON.
 CD1074'
 CD1074'THE STATION MARK IS A STANDARD DISK, STAMPED HARRIS
 CD1074'RM A 1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 CD1074'MONUMENT THAT PROJECTS 4-INCHES.
 CD1074'
 CD1074'TO REACH FROM THE OVERPASS AT THE FT. HANCOCK EXIT OF
 CD1074'INTERSTATE 10 AND U.S. HIGHWAY 80 JUST NORTH OF THE SMALL
 CD1074'TOWN OF FT. HANCOCK, GO NORTH ON A BLADED ROAD CROSSING
 CD1074'A CATTLE GUARD FOR 2.2 MILES TO A SIDE ROAD ON THE
 CD1074'RIGHT.  CONTINUE AHEAD NORTH ON THE BLADED ROAD FOR
 CD1074'3.9 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST
 CD1074'AND EASTERLY FOR 0.2 MILE TO A CATTLE GUARD.  CONTINUE
 CD1074'AHEAD EASTERLY ON THE BLADED ROAD FOR 0.8 MILE TO A REVERSE
 CD1074'FORK ON THE LEFT.  (KEEP STRAIGHT AHEAD ON THE MAIN ROAD
 CD1074'LEADING TO A RANCH HOUSE FOR 0.1 MILE TO THE AZIMUTH
 CD1074'MARK ON THE RIGHT AT THE CATTLE GUARD.) TURN SHARP LEFT
 CD1074'AND GO NORTHERLY FOR 0.3 MILE TO THE TOP OF A SMALL
 CD1074'SADDLE.  HERE TURN RIGHT LEAVING THE MAIN ROAD AND FOLLOW
 CD1074'THE DIM TRACKS EASTERLY UP RIDGE FOR 0.2 MILE AND THE END OF
 CD1074'2-WHEEL DRIVE TRUCK TRAVEL.  HERE BEAR SOUTHEAST AND THEN WEST
 CD1074'FOR ABOUT 0.25 MILE TO THE TOP OF A SMALL HILL AND STATION HARRIS.
 CD1074'STATION HARRIS RM A IS IN THE VICINITY OF STATION HARRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1130 ***********************************************************************
 AW1130  DESIGNATION -  HARRISBURG OFFICE
 AW1130  PID         -  AW1130
 AW1130  STATE/COUNTY-  TX/HARRIS
 AW1130  USGS QUAD   -  PARK PLACE (1995)
 AW1130
 AW1130                         *CURRENT SURVEY CONTROL
 AW1130  ___________________________________________________________________
 AW1130* NAD 83(1986)-  29 43 21.     (N)    095 16 39.     (W)     SCALED    
 AW1130* NAVD 88     -         5.134  (meters)      16.84   (feet)  ADJUSTED  
 AW1130  ___________________________________________________________________
 AW1130  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW1130  DYNAMIC HT  -           5.127 (meters)      16.82  (feet)  COMP
 AW1130  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 AW1130
 AW1130  VERT ORDER  -  FIRST     CLASS II
 AW1130
 AW1130.The horizontal coordinates were scaled from a topographic map and have
 AW1130.an estimated accuracy of +/- 6 seconds.
 AW1130
 AW1130.The orthometric height was determined by differential leveling
 AW1130.and adjusted by the National Geodetic Survey in June 1991..
 AW1130
 AW1130.The geoid height was determined by GEOID03.
 AW1130
 AW1130.The dynamic height is computed by dividing the NAVD 88
 AW1130.geopotential number by the normal gravity value computed on the
 AW1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1130.degrees latitude (g = 980.6199 gals.).
 AW1130
 AW1130.The modeled gravity was interpolated from observed gravity values.
 AW1130
 AW1130;                    North         East    Units  Estimated Accuracy
 AW1130;SPC TXSC     - 4,215,100.      960,060.      MT  (+/- 180 meters Scaled)
 AW1130
 AW1130                          SUPERSEDED SURVEY CONTROL
 AW1130
 AW1130  NGVD 29 (12/23/87)    5.130  (m)           16.83   (f) ADJUSTED    1 2
 AW1130
 AW1130.Superseded values are not recommended for survey control.
 AW1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1130.See file dsdata.txt to determine how the superseded data were derived.
 AW1130
 AW1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN797902(NAD 83)
 AW1130_MARKER: DD = SURVEY DISK
 AW1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1130_SP_SET: CONCRETE POST
 AW1130_MARK LOGO: USE   
 AW1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1130+STABILITY: SURFACE MOTION
 AW1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1130+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1130
 AW1130  HISTORY     - Date     Condition        Report By
 AW1130  HISTORY     - UNK      MONUMENTED       USE
 AW1130  HISTORY     - 1973     GOOD             NGS
 AW1130  HISTORY     - 1978     GOOD             NGS
 AW1130  HISTORY     - 1987     GOOD             USPSQD
 AW1130  HISTORY     - 1987     GOOD             USPSQD
 AW1130  HISTORY     - 1987     GOOD             USPSQD
 AW1130  HISTORY     - 1987     GOOD             NGS
 AW1130  HISTORY     - 1988     GOOD             USPSQD
 AW1130  HISTORY     - 1988     GOOD             USPSQD
 AW1130  HISTORY     - 1988     GOOD             USPSQD
 AW1130  HISTORY     - 1988     GOOD             USPSQD
 AW1130  HISTORY     - 1988     GOOD             USPSQD
 AW1130  HISTORY     - 1988     GOOD             USPSQD
 AW1130  HISTORY     - 1989     GOOD             USPSQD
 AW1130  HISTORY     - 1989     GOOD             USPSQD
 AW1130  HISTORY     - 1989     GOOD             USPSQD
 AW1130  HISTORY     - 1990     GOOD             USPSQD
 AW1130  HISTORY     - 1990     GOOD             USPSQD
 AW1130  HISTORY     - 20040510 GOOD             USPSQD
 AW1130  HISTORY     - 20050705 GOOD             USPSQD
 AW1130
 AW1130                          STATION DESCRIPTION
 AW1130
 AW1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1130'5.0 MI NW FROM SOUTH HOUSTON.
 AW1130'4.0 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON RAIL
 AW1130'ROAD FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, THENCE
 AW1130'0.95 MILE NORTH ALONG BROADWAY BOULEVARD, THENCE 0.05 MILE EAST ALONG
 AW1130'CYPRESS STREET, AT 9000 CYPRESS STREET, AT THE FORMER HARRISBURG U.S.
 AW1130'ENGINEERS OFFICE, 149.5 FEET SOUTH OF THE CENTER LINE OF THE STREET,
 AW1130'20.9 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE STEPS TO THE
 AW1130'SOUTH ENTRANCE TO THE BUILDING, 10.2 FEET EAST-NORTHEAST OF THE
 AW1130'SOUTHEAST CORNER OF THE BUILDING, 3 1/2 FEET SOUTH OF A SMALL TREE,
 AW1130'1.6 FEET SOUTH OF BENCH MARK A 174, 9.5 FEET EAST OF THE EAST WALL OF
 AW1130'THE BUILDING, 1.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT 8 FEET
 AW1130'HIGHER THAN THE STREET, AND SET IN THE TOP OF A CONCRETE POST 0.3 FOOT
 AW1130'UNDERGROUND.
 AW1130
 AW1130                          STATION RECOVERY (1978)
 AW1130
 AW1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1987)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1987)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1987)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1987)
 AW1130
 AW1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1988)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1988)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1988)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1988)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1988)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1988)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1989)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1989)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1989)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1990)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (1990)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (2004)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1130'RECOVERED IN GOOD CONDITION.
 AW1130
 AW1130                          STATION RECOVERY (2005)
 AW1130
 AW1130'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0666 ***********************************************************************
 AZ0666  DESIGNATION -  HARRISON
 AZ0666  PID         -  AZ0666
 AZ0666  STATE/COUNTY-  TX/VAL VERDE
 AZ0666  USGS QUAD   -  OPEN HOLLOW (1978)
 AZ0666
 AZ0666                         *CURRENT SURVEY CONTROL
 AZ0666  ___________________________________________________________________
 AZ0666* NAD 83(1993)-  29 59 32.93091(N)    100 51 09.92594(W)     ADJUSTED  
 AZ0666* NAVD 88     -       653.9    (meters)    2145.     (feet)  VERTCON   
 AZ0666  ___________________________________________________________________
 AZ0666  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 AZ0666  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0666
 AZ0666  HORZ ORDER  -  FIRST
 AZ0666
 AZ0666.The horizontal coordinates were established by classical geodetic methods
 AZ0666.and adjusted by the National Geodetic Survey in February 1996..
 AZ0666
 AZ0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0666
 AZ0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0666
 AZ0666.The geoid height was determined by GEOID03.
 AZ0666
 AZ0666;                    North         East     Units Scale Factor Converg.
 AZ0666;SPC TXSC     - 4,240,711.556   421,241.059   MT  0.99992892   -0 54 27.7
 AZ0666;SPC TXSC     -13,913,067.83  1,382,021.71   sFT  0.99992892   -0 54 27.7
 AZ0666;UTM  14      - 3,319,396.986   321,276.689   MT  0.99999410   -0 55 35.1
 AZ0666
 AZ0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0666!SPC TXSC     -   0.99990088  x   0.99992892  =   0.99982981
 AZ0666!UTM  14      -   0.99990088  x   0.99999410  =   0.99989498
 AZ0666
 AZ0666:                Primary Azimuth Mark                     Grid Az
 AZ0666:SPC TXSC     -  WEATHERBEE                               007 42 19.6
 AZ0666:UTM  14      -  WEATHERBEE                               007 43 27.0
 AZ0666
 AZ0666|---------------------------------------------------------------------|
 AZ0666| PID    Reference Object                     Distance      Geod. Az  |
 AZ0666|                                                           dddmmss.s |
 AZ0666| BO0472 WEATHERBEE                          APPROX.15.7 KM 0064751.9 |
 AZ0666| CV4227 HARRISON AZ MK                                     0661048.9 |
 AZ0666| CV4228 HARRISON RM 1                        11.337 METERS 11445     |
 AZ0666| CV4229 HARRISON RM 2                        24.005 METERS 19818     |
 AZ0666| AZ0667 WINDMILL NEAR STA HARRISON          132.705 METERS 21816     |
 AZ0666| BO0473 WINDMILL 1 1/2 MI NW HARRISON       APPROX. 2.4 KM 3050434.9 |
 AZ0666|---------------------------------------------------------------------|
 AZ0666
 AZ0666                          SUPERSEDED SURVEY CONTROL
 AZ0666
 AZ0666  NAD 83(1986)-  29 59 32.92332(N)    100 51 09.91465(W) AD(       ) 1
 AZ0666  NAD 27      -  29 59 32.18200(N)    100 51 08.53800(W) AD(       ) 1
 AZ0666  NGVD 29 (07/19/86)  653.8    (m)         2145.     (f) VERT ANG       
 AZ0666
 AZ0666.Superseded values are not recommended for survey control.
 AZ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0666.See file dsdata.txt to determine how the superseded data were derived.
 AZ0666
 AZ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU2127719397(NAD 83)
 AZ0666_MARKER: DS = TRIANGULATION STATION DISK
 AZ0666_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0666
 AZ0666  HISTORY     - Date     Condition        Report By
 AZ0666  HISTORY     - 1918     MONUMENTED       CGS
 AZ0666  HISTORY     - 1943     GOOD             CGS
 AZ0666  HISTORY     - 1971     GOOD             NGS
 AZ0666
 AZ0666                          STATION DESCRIPTION
 AZ0666
 AZ0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 AZ0666'ABOUT 52 MILES BY ROAD N OF DEL RIO, 6 MILES W FROM THE POINT
 AZ0666'ON THE DEL RIO-SONORA ROAD WHERE THE DRY DEVILS RIVER ROAD
 AZ0666'LEADS TO THE W, 5 MILES W OF THE HARRISON RANCH, 3 MILES W OF
 AZ0666'ANDERSON RANCH, 1 MILE SW OF THE WAGON ROAD LEADING FROM THE
 AZ0666'HARRISON RANCH TO THE FAUCETT RANCH AT THE POINT WHERE THE ROAD
 AZ0666'CROSSES THE DIVIDE, AND LOCATED ON QUITE A PROMINENT
 AZ0666'BRUSH-COVERED RIDGE, ABOUT THE HIGHEST IN THE VICINITY.  STATION
 AZ0666'MARKED BY A BRONZE DISK STATION MARK IN ROCK OUTCROP.
 AZ0666'REFERENCE MARK IS BRONZE REFERENCE DISK IN BOULDER,
 AZ0666'11.34 METERS (37.2 FEET) DISTANT.
 AZ0666'THERE IS A CAIRN 8.80 METERS (28.87 FEET) DISTANT
 AZ0666'S 28 DEG 20 E.  ELEVATION OF STATION, 653.8
 AZ0666'METERS (2,145 FEET).
 AZ0666
 AZ0666                          STATION RECOVERY (1943)
 AZ0666
 AZ0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 AZ0666'THE STATION IS LOCATED ABOUT 40 MILES, AIR LINE, SSW OF SONORA,
 AZ0666'5 MILES W OF U.S. HIGHWAY 277, AND 3 MILES W OF THE HARRISON
 AZ0666'RANCH.  IT IS ON A HIGH CEDAR COVERED RIDGE WHICH IS THE HIGHEST
 AZ0666'POINT IN THE IMMEDIATE VICINITY, AND IS 125 YARDS NE OF A
 AZ0666'WINDMILL AND STOCK TANK.
 AZ0666'
 AZ0666'THE STATION MARK WAS FOUND AS DESCRIBED AND IS IN EXCELLENT
 AZ0666'CONDITION.  IT IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN
 AZ0666'OUTCROPPING BEDROCK.  IT IS STAMPED HARRISON 1918.
 AZ0666'
 AZ0666'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND TO BE AS DESCRIBED.
 AZ0666'IT IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 AZ0666'BEDROCK AND IS THE SAME HEIGHT AS THE STATION MARK.  STAMPED
 AZ0666'HARRISON NO. 1 1918.
 AZ0666'
 AZ0666'REFERENCE MARK NO. 2 IS A BRONZE DISK CEMENTED IN A DRILL
 AZ0666'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 AZ0666'OF THE GROUND AND IS THE SAME HEIGHT AS THE STATION MARK.
 AZ0666'IT IS STAMPED HARRISON NO. 2 1943.
 AZ0666'
 AZ0666'THE AZIMUTH MARK IS 1/4 MILE ENE, 80 FEET NW OF THE ROAD AND
 AZ0666'8 FEET FROM A WHITE WITNESS POST.  IT IS A BRONZE DISK CEMENTED
 AZ0666'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 AZ0666'THE SURFACE OF THE GROUND.  IT IS STAMPED HARRISON 1943.
 AZ0666'
 AZ0666'TO REACH FROM SONORA GO S ON U.S. HIGHWAY 277 TOWARD DEL RIO
 AZ0666'FOR 46.6 MILES TO A WOOD GATE ON THE RIGHT.  THIS IS 1.2 MILES
 AZ0666'N OF THE VINEGARONE SERVICE STATION.  TURN RIGHT, W, THROUGH
 AZ0666'THE GATE AND GO 0.8 MILE WESTERLY ON A GRADED ROAD ALONG A
 AZ0666'TELEPHONE LINE TO FORKS.  TAKE THE RIGHT FORK FOR 0.1 MILE
 AZ0666'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE
 AZ0666'MAIN-TRAVELED GRADED ROAD 0.3 MILE TO FORKS.  TAKE THE LEFT FORK
 AZ0666'NORTHWESTERLY 1.1 MILES (THE RIGHT FORK LEADS TO THE DEE
 AZ0666'HARRISON RANCH) TO A BOARD GATE.  PASS THROUGH THE GATE AND
 AZ0666'GO 0.3 MILE TO FORKS NEAR A FENCE CORNER.  TAKE THE RIGHT
 AZ0666'FORK (THE LEFT FORK LEADS TO FELIX HARRISONS RANCH)
 AZ0666'NORTH AND W UP A DRAW FOR 1.7 MILES TO A GATE.  PASS THROUGH
 AZ0666'THE GATE AND CONTINUE WESTERLY 1.4 MILES TO A POINT WHERE
 AZ0666'THE ROAD REACHES THE TOP OF A RIDGE.  TAKE A DIM LEFT FORK
 AZ0666'SOUTHWESTERLY 0.3 MILE TO A BOARD GATE.  PASS THROUGH THE
 AZ0666'GATE AND FOLLOW A TRACK ROAD SOUTHWESTERLY 0.15 MILE TO
 AZ0666'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE TRACK ROAD
 AZ0666'0.5 MILE TO A RANCH HOUSE, WINDMILL, AND TANK.  PASS THROUGH A
 AZ0666'WIRE GATE JUST NE OF THE WINDMILL AND GO N 125 YARDS TO THE
 AZ0666'STATION.  A DRIVE STATION.
 AZ0666'
 AZ0666'A 12-FOOT STAND WAS USED FOR OBSERVATIONS.
 AZ0666
 AZ0666                          STATION RECOVERY (1971)
 AZ0666
 AZ0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 AZ0666'THE STATION IS LOCATED NORTH 43 MILES AIRLINE DISTANCE FROM
 AZ0666'DEL RIO, TEXAS, SOUTH 41 MILES AIRLINE DISTANCE FROM SONORA,
 AZ0666'TEXAS, AND NORTHWEST 7 MILES AIRLINE DISTANCE FROM LOMA ALTA,
 AZ0666'TEXAS, ON THE EAST END OF A PROMINENT RIDGE ON LAND OWNED BY
 AZ0666'WILL WHITEHEAD.
 AZ0666'
 AZ0666'TO REACH FROM LOMA ALTA, TEXAS, GO 3.7 MILES NORTH ON U.S.
 AZ0666'HIGHWAY 277 TO COUNTY ROAD LEFT (WEST), GO 1.0 MILE WEST ON
 AZ0666'COUNTY ROAD TO ROAD FORKS, KEEP RIGHT AND GO 4.9 MILES
 AZ0666'NORTHWEST ON COUNTY ROAD TO PRIVATE ROAD LEFT (SOUTHWEST) AT
 AZ0666'TOP OF STEEP HILL, GO 0.2 MILES SOUTHWEST ON PRIVATE ROAD TO
 AZ0666'BUMPER GATE, CONTINUE 0.5 MILES SOUTHWEST TO SHED AND WINDMILL
 AZ0666'ON RIGHT, PASS THRU WIRE GATE JUST EAST OF WINDMILL, AND GO
 AZ0666'ABOUT 400 FEET NORTHEAST TO STATION SITE.  8 FEET WEST OF
 AZ0666'USC AND GS WITNESS SIGN MOUNTED ON A METAL POST.
 AZ0666'
 AZ0666'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 AZ0666'DISKS SET IN BEDROCK, FLUSH WITH THE GROUND.
 AZ0666'
 AZ0666'STATION MARK--DISK STAMPED, HARRISON 1918.
 AZ0666'
 AZ0666'REFERENCE MARK NO. 1--DISK STAMPED, HARRISON-NO. 1 1918.
 AZ0666'
 AZ0666'REFERENCE MARK NO. 2--DISK STAMPED, HARRISON-NO. 2 1943.
 AZ0666'
 AZ0666'AZIMUTH MARK IS 0.2 MILES EAST-NORTHEAST OF STATION AND 80
 AZ0666'FEET NORTHWEST OF ROAD TO STATION.  IT IS A BRONZE DISK SET
 AZ0666'IN BEDROCK FLUSH WITH THE GROUND AND STAMPED HARRISON 1943.
 AZ0666'
 AZ0666'STATION WEATHERBEE USC AND GS 1943, IS VISIBLE FROM THE GROUND
 AZ0666'AT THIS STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL
 AZ0666'OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1192 ***********************************************************************
 CR1192  DESIGNATION -  HARRISON
 CR1192  PID         -  CR1192
 CR1192  STATE/COUNTY-  TX/HARRISON
 CR1192  USGS QUAD   -  HALLSVILLE (1961)
 CR1192
 CR1192                         *CURRENT SURVEY CONTROL
 CR1192  ___________________________________________________________________
 CR1192* NAD 83(1993)-  32 31 47.41798(N)    094 30 11.15301(W)     ADJUSTED  
 CR1192* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 CR1192  ___________________________________________________________________
 CR1192  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 CR1192  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR1192
 CR1192  HORZ ORDER  -  FIRST
 CR1192
 CR1192.The horizontal coordinates were established by classical geodetic methods
 CR1192.and adjusted by the National Geodetic Survey in February 1996..
 CR1192
 CR1192.The orthometric height was scaled from a topographic map.
 CR1192
 CR1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1192
 CR1192.The geoid height was determined by GEOID03.
 CR1192
 CR1192;                    North         East     Units Scale Factor Converg.
 CR1192;SPC TXNC     - 2,102,859.229   975,368.882   MT  0.99991381   +2 10 47.6
 CR1192;SPC TXNC     - 6,899,130.65  3,200,022.74   sFT  0.99991381   +2 10 47.6
 CR1192;UTM  15      - 3,600,162.552   358,839.977   MT  0.99984571   -0 48 30.3
 CR1192
 CR1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1192!SPC TXNC     -   0.99997589  x   0.99991381  =   0.99988970
 CR1192!UTM  15      -   0.99997589  x   0.99984571  =   0.99982160
 CR1192
 CR1192|---------------------------------------------------------------------|
 CR1192| PID    Reference Object                     Distance      Geod. Az  |
 CR1192|                                                           dddmmss.s |
 CR1192| CX6411 HARRISON RM 3                        24.993 METERS 07503     |
 CR1192| CX6410 HARRISON RM 2                        23.621 METERS 10916     |
 CR1192| CX6408 HARRISON AZ MK                                     2310337.3 |
 CR1192| CR1190 TEXAS ST FOREST SERVICE LOT          28.168 METERS 35656     |
 CR1192| CX6409 HARRISON RM 1                        26.271 METERS 35859     |
 CR1192|---------------------------------------------------------------------|
 CR1192
 CR1192                          SUPERSEDED SURVEY CONTROL
 CR1192
 CR1192  NAD 83(1986)-  32 31 47.42631(N)    094 30 11.14194(W) AD(       ) 1
 CR1192  NAD 27      -  32 31 46.88970(N)    094 30 10.41650(W) AD(       ) 1
 CR1192
 CR1192.Superseded values are not recommended for survey control.
 CR1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1192.See file dsdata.txt to determine how the superseded data were derived.
 CR1192
 CR1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS5884000163(NAD 83)
 CR1192_MARKER: DS = TRIANGULATION STATION DISK
 CR1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1192
 CR1192  HISTORY     - Date     Condition        Report By
 CR1192  HISTORY     - 1950     MONUMENTED       CGS
 CR1192  HISTORY     - 1956     GOOD             CGS
 CR1192  HISTORY     - 1957     GOOD             CGS
 CR1192  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 CR1192
 CR1192                          STATION DESCRIPTION
 CR1192
 CR1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1192'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST-NORTHEAST OF
 CR1192'HALLSVILLE, ON A PROMINENT TIMBERED HILL.  THIS HILL IS ALSO
 CR1192'OCCUPIED BY TEXAS STATE FOREST SERVICE LOOKOUT TOWER NO. 53.
 CR1192'IT IS 4 FEET WEST-NORTHWEST OF A WHITE WITNESS POST, AND
 CR1192'92.36 FEET SOUTH OF THE APPROXIMATE CENTER OF THE LOOKOUT
 CR1192'TOWER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CR1192'HARRISON 1950.
 CR1192'
 CR1192'REFERENCE MARK NO. 1 IS SET IN THE BASE OF THE STEPS LEADING
 CR1192'UP THE LOOKOUT TOWER.  THE MARK IS SET FLUSH WITH THE CONCRETE
 CR1192'BASE AND THE DISK IS STAMPED HARRISON NO 1 1950.
 CR1192'
 CR1192'REFERENCE MARK NO. 2 IS 127 FEET SOUTHEAST OF THE SOUTHEAST
 CR1192'LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS 3 INCHES AND
 CR1192'THE DISK IS STAMPED HARRISON NO 2 1950.
 CR1192'
 CR1192'THE AZIMUTH MARK IS 3 FEET NORTH OF A WHITE WITNESS POST
 CR1192'AND 22 FEET EAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD.
 CR1192'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HARRISON
 CR1192'1950.
 CR1192'
 CR1192'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN HALLSVILLE,
 CR1192'GO EAST ON U.S. HIGHWAY 80 FOR 3.2 MILES TO A STORE AND
 CR1192'LOWERY SERVICE STATION ON THE RIGHT, CONTINUE ON EAST FOR
 CR1192'0.1 MILE TO A DIRT SIDE ROAD ON THE LEFT.  TURN LEFT ON THE
 CR1192'GRADED ROAD AND GO NORTH FOR 1.35 MILES TO THE AZIMUTH MARK
 CR1192'ON THE RIGHT AS DESCRIBED, CONTINUE ON NORTH FOR 0.35 MILE
 CR1192'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY FOR 0.3
 CR1192'MILE TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 CR1192'
 CR1192'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR1192
 CR1192                          STATION RECOVERY (1956)
 CR1192
 CR1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1192'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 CR1192'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CR1192'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CR1192
 CR1192                          STATION RECOVERY (1957)
 CR1192
 CR1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1192'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 CR1192'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 CR1192'REFERENCE MARK WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 CR1192'
 CR1192'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE WEST OF MARSHALL
 CR1192'AND 4.5 MILES EAST-NORTHEAST OF HALLSVILLE, ON A PROMINENT
 CR1192'TIMBERED HILL.  THE HILL IS ALSO OCCUPIED BY TEXAS STATE
 CR1192'FOREST SERVICE LOOKOUT TOWER NO. 53.  IT IS 92 FEET SOUTH OF
 CR1192'THE CENTER OF THE LOOKOUT TOWER AND 5 FEET NORTHWEST OF A
 CR1192'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES ABOVE THE
 CR1192'SURFACE OF THE GROUND AND IS STAMPED HARRISON 1950.
 CR1192'
 CR1192'REFERENCE MARK NO. 1 IS SET IN THE BASE OF THE STEPS LEADING
 CR1192'UP THE LOOKOUT TOWER.  THE MARK IS SET FLUSH WITH THE CONCRETE
 CR1192'AND IS STAMPED HARRISON NO 1 1950.
 CR1192'
 CR1192'REFERENCE MARK NO. 3 IS 95 FEET SOUTHEAST OF THE SOUTHEAST
 CR1192'LEG OF THE LOOKOUT TOWER.  THE MARK PROJECTS 4 INCHES ABOVE
 CR1192'THE SURFACE OF THE GROUND AND IS STAMPED HARRISON NO 3 1950.
 CR1192'
 CR1192'THE AZIMUTH MARK IS 22 FEET EAST OF THE CENTER OF A DIRT
 CR1192'ROAD AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 CR1192'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1192'STAMPED HARRISON 1950.
 CR1192'
 CR1192'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN HALLSVILLE
 CR1192'GO EAST ON U.S. HIGHWAY 80 FOR 3.2 MILES TO A STORE AND
 CR1192'SERVICE STATION ON THE RIGHT, CONTINUE ON EAST FOR 0.1 MILE
 CR1192'TO A GRADED ROAD LEFT.  TURN LEFT ON THE GRADED ROAD AND GO
 CR1192'1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CR1192'FROM THE AZIMUTH MARK CONTINUE NORTH ON THE GRADED ROAD
 CR1192'FOR 0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.3 MILE
 CR1192'TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 CR1192
 CR1192                          STATION RECOVERY (2001)
 CR1192
 CR1192'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CR1192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0965 ***********************************************************************
 EM0965  DESIGNATION -  HARRISON
 EM0965  PID         -  EM0965
 EM0965  STATE/COUNTY-  TX/WILBARGER
 EM0965  USGS QUAD   -  NORTHSIDE (1985)
 EM0965
 EM0965                         *CURRENT SURVEY CONTROL
 EM0965  ___________________________________________________________________
 EM0965* NAD 83(1993)-  34 19 32.28300(N)    099 19 20.14717(W)     ADJUSTED  
 EM0965* NAVD 88     -       438.9    (meters)    1440.     (feet)  VERTCON   
 EM0965  ___________________________________________________________________
 EM0965  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 EM0965  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EM0965
 EM0965  HORZ ORDER  -  FIRST
 EM0965
 EM0965.The horizontal coordinates were established by classical geodetic methods
 EM0965.and adjusted by the National Geodetic Survey in February 1996..
 EM0965
 EM0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0965
 EM0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0965
 EM0965.The geoid height was determined by GEOID03.
 EM0965
 EM0965;                    North         East     Units Scale Factor Converg.
 EM0965;SPC TXNC     - 2,295,176.467   524,318.192   MT  1.00011991   -0 26 54.4
 EM0965;SPC TXNC     - 7,530,091.46  1,720,200.60   sFT  1.00011991   -0 26 54.4
 EM0965;UTM  14      - 3,798,309.621   470,353.684   MT  0.99961083   -0 10 54.2
 EM0965
 EM0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0965!SPC TXNC     -   0.99993554  x   1.00011991  =   1.00005544
 EM0965!UTM  14      -   0.99993554  x   0.99961083  =   0.99954639
 EM0965
 EM0965:                Primary Azimuth Mark                     Grid Az
 EM0965:SPC TXNC     -  TIPTON MUNICIPAL TANK                    040 24 40.6
 EM0965:UTM  14      -  TIPTON MUNICIPAL TANK                    040 08 40.4
 EM0965
 EM0965|---------------------------------------------------------------------|
 EM0965| PID    Reference Object                     Distance      Geod. Az  |
 EM0965|                                                           dddmmss.s |
 EM0965| EM0873 TIPTON MUNICIPAL TANK               APPROX.25.8 KM 0395746.2 |
 EM0965| EM0924 FREDERICK MUNICIPAL TANK            APPROX.28.3 KM 0752207.0 |
 EM0965| EM0926 FREDERICK OKLA COMPRESS CO TK       APPROX.28.1 KM 0765148.7 |
 EM0965| EM0923 FREDERICK TRADERS COMPRESS TK       APPROX.28.2 KM 0773741.7 |
 EM0965| EM0786 HOLLISTER MUNICIPAL TANK            APPROX.41.5 KM 0865930.5 |
 EM0965| EM0929 DAVIDSON TANK                       APPROX.24.0 KM 1121202.8 |
 EM0965| CX8237 HARRISON AZ MK                                     1694133.7 |
 EM0965| EM0946 VERNON COMPRESS CO TANK             APPROX.18.3 KM 1700019.5 |
 EM0965| EM0962 TOLBERT TEXAS CO MICRO KLH 54       APPROX.15.3 KM 2293130.1 |
 EM0965| EM0971 CHILLICOTHE FLAT MUNICIPAL TK       APPROX.19.2 KM 2444017.8 |
 EM0965| EM0972 CHILLICOTHE SLENDER MUN TANK        APPROX.18.4 KM 2445915.5 |
 EM0965| CX8238 HARRISON RM                          73.045 METERS 25150     |
 EM0965| CX8239 HARRISON RM 1                        93.820 METERS 29428     |
 EM0965| EM0983 ELDORADO MUNICIPAL TANK             APPROX.33.3 KM 2992323.4 |
 EM0965| EM0982 ELDORADO US GYPSUM CO TANK          APPROX.34.3 KM 3000612.1 |
 EM0965| EM0907 OLUSTEE CITY WATER TANK             APPROX.26.3 KM 3394944.8 |
 EM0965| EM0888 ALTUS COMPRESS CO WATER TANK        APPROX.34.1 KM 3555829.6 |
 EM0965| EM0896 ALTUS MUNICIPAL TANK                APPROX.34.3 KM 3573857.8 |
 EM0965|---------------------------------------------------------------------|
 EM0965
 EM0965                          SUPERSEDED SURVEY CONTROL
 EM0965
 EM0965  NAD 83(1993)-  34 19 32.28311(N)    099 19 20.14713(W) AD(       ) 1
 EM0965  NAD 83(1986)-  34 19 32.28998(N)    099 19 20.13755(W) AD(       ) 1
 EM0965  NAD 27      -  34 19 31.99600(N)    099 19 18.83200(W) AD(       ) 1
 EM0965  NGVD 29 (07/19/86)  438.8    (m)         1440.     (f) VERT ANG       
 EM0965
 EM0965.Superseded values are not recommended for survey control.
 EM0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0965.See file dsdata.txt to determine how the superseded data were derived.
 EM0965
 EM0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC7035498310(NAD 83)
 EM0965_MARKER: DS = TRIANGULATION STATION DISK
 EM0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0965
 EM0965  HISTORY     - Date     Condition        Report By
 EM0965  HISTORY     - 1923     MONUMENTED       CGS
 EM0965  HISTORY     - 1935     SEE DESCRIPTION  CGS
 EM0965  HISTORY     - 1937     GOOD             TXHD
 EM0965  HISTORY     - 1957     GOOD             CGS
 EM0965  HISTORY     - 1961     GOOD             CGS
 EM0965  HISTORY     - 1969     GOOD             CGS
 EM0965
 EM0965                          STATION DESCRIPTION
 EM0965
 EM0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0965'ABOUT 11 MILES N OF THE TOWN OF VERNON, ABOUT 6 MILES E AND 5 MILES
 EM0965'S OF ODELL AND 2 MILES N OF THE D.L. GREEN FARM, A FARM
 EM0965'HAVING BUILDINGS AND 2 LARGE SILOS ON E SIDE OF ROAD.
 EM0965'
 EM0965'STATION IS 85 METERS (279 FEET) E OF ROAD LEADING N FROM THE
 EM0965'GREEN FARM, ON THE MOST NORTHERLY HIGH HILL OF A RANGE OF SAND
 EM0965'HILLS ON LAND BELONGING TO J.S. HARRISON WHO LIVES 1 MILE TO
 EM0965'THE E.
 EM0965'
 EM0965'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 EM0965'IN CONCRETE.
 EM0965'
 EM0965'REFERENCE MARK IS A STANDARD REFERENCE DISK IN CONCRETE,
 EM0965'PLACED IN E FENCE LINE OF ROADWAY, 73.15 METERS
 EM0965'(240.0 FEET) FROM STATION, S 71 DEG 55 MIN W.  ELEVATION
 EM0965'OF STATION, 438.8 METERS (1,440 FEET)
 EM0965
 EM0965                          STATION RECOVERY (1935)
 EM0965
 EM0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0965'AN OLD U.S.C. AND G. STATION, LOCATED ON LAND OWNED BY WALTER
 EM0965'MC CALEB, IN THE NW 1/4 OF SEC. 34, BLOCK 15, NNW OF VERNON
 EM0965'11-1/4 MILES AND 8.0 MILES NNE OF TOLBERT.
 EM0965'
 EM0965'STATION AND REFERENCE MARKS, WHICH ARE SET IN CONCRETE WERE
 EM0965'FOUND IN GOOD CONDITION, EXCEPT STATION DISK WAS BROKEN OFF,
 EM0965'SHANK WAS STILL FIRMLY SET.  A NEW STATION MARK WAS SET, A
 EM0965'STANDARD DISK STAMPED, HARRISON 1923-1935.  ORIGINAL DESCRIPTIONS
 EM0965'AS TO LOCATION OF STATION, REFERENCE MARK AND HOW TO REACH,
 EM0965'WERE FOUND CORRECT.  DISTANCE TO REFERENCE MARK WAS CHECKED.
 EM0965'
 EM0965'TWO NEW MARKS WERE ESTABLISHED--
 EM0965'
 EM0965'REFERENCE MARK NO. 2, 1935, A STANDARD BRONZE DISK SET IN CONCRETE
 EM0965'IS SET IN E RIGHT-OF-WAY FENCE OF ROAD BETWEEN SEC. 22 AND
 EM0965'34.  DISTANCE 307.69 FEET.
 EM0965'
 EM0965'AZIMUTH MARK, 1935, A STANDARD BRONZE DISK SET IN CONCRETE
 EM0965'IS SET IN E RIGHT-OF-WAY FENCE OF ROAD BETWEEN SEC. 22 AND
 EM0965'34, S OF STATION, 195 FEET N OF SW CORNER OF FENCE.
 EM0965
 EM0965                          STATION RECOVERY (1937)
 EM0965
 EM0965'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 EM0965'STATION, REFERENCE MARK NO. 2, RECOVERED AS DESCRIBED AND
 EM0965'IN GOOD CONDITION.  NO ATTEMPT MADE TO LOCATE REFERENCE MARK
 EM0965'1923, AND AZIMUTH.
 EM0965
 EM0965                          STATION RECOVERY (1957)
 EM0965
 EM0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0965'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EM0965'THE STATION MARK IS ABOUT 0.25 MILE SOUTH AND 250 FEET EAST OF
 EM0965'THE NORTHWEST CORNER OF THE SECTION.  R.M. (1923) IS UNDER
 EM0965'A PIPE LINE ABOUT 3 FEET NORTHWEST OF A FENCE POST WITH A
 EM0965'SMALL TRIANGLE CUT ON THE WEST SIDE.  IT IS ABOUT 2 INCHES
 EM0965'BELOW THE SURFACE OF THE GROUND.  THE OTHER REFERENCE MARK
 EM0965'IS NORTHWEST OF THE STATION AND IS 2 FEET WEST OF THE RIGHT
 EM0965'OF WAY FENCE.  THIS REFERENCE MARK IS STAMPED NO 1 INSTEAD
 EM0965'OF NO 2 AS DESCRIBED IN 1935 DESCRIPTION.
 EM0965'
 EM0965'FOLLOWING IS A DESCRIPTION TO REACH FROM VERNON--
 EM0965'
 EM0965'TO REACH FROM VERNON, FROM THE COURT HOUSE, GO NORTH ON U.S.
 EM0965'HIGHWAY 283 FOR 11.0 MILES TO THE FARGO SCHOOL ON THE RIGHT,
 EM0965'CONTINUE NORTH ON THE HIGHWAY FOR 0.95 MILES TO CROSSROADS, TURN
 EM0965'LEFT AND GO WEST FOR 1.0 MILE TO CROSSROADS, TURN RIGHT AND GO
 EM0965'NORTH FOR 0.05 MILE TO THE AZIMUTH MARK ON RIGHT, CONTINUE NORTH
 EM0965'FOR 0.7 MILE TO THE REFERENCE MARKS ON THE RIGHT AND STATION
 EM0965'ABOUT 250 FEET TO EAST ON TOP OF A SMALL SAND HILL.
 EM0965
 EM0965                          STATION RECOVERY (1961)
 EM0965
 EM0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 EM0965'THE STATION WAS RECOVERED AND THE MARKS WERE IN GOOD CONDITION.
 EM0965'THE DIRECTIONS TO THE REFERENCE MARKS CHECKED, BUT THE DISTANCE
 EM0965'DID NOT CHECK.  A SHORTER DISTANCE TO R.M. 1923 WAS MEASURED, THE
 EM0965'DIFFERENCE BEING 0.088 METERS.  A LONGER DISTANCE TO R.M. NO 1
 EM0965'WAS MEASURED THE DIFFERENCE BEING 0.066 METERS.  NEW WITNESS
 EM0965'POSTS WERE SET AT THE STATION AND THE AZIMUTH MARK.
 EM0965'
 EM0965'THE STATION IS ABOUT 12 MILES NORTH OF VERNON, 1 MILE WEST
 EM0965'OF U.S. HIGHWAY 283 AND ON THE HIGHEST POINT OF A SMALL HILL.
 EM0965'IT IS 252 FEET EAST OF CENTER OF A DIRT ROAD, 194 FEET EAST
 EM0965'OF THE WEST EDGE OF A CULTIVATED FIELD.  A METAL WITNESS
 EM0965'SIGN POST WAS SET 3.8 FEET NORTHEAST OF THE MARK.
 EM0965'
 EM0965'REFERENCE MARK 1923 IS 242 FEET WEST OF THE WITNESS POST,
 EM0965'15 FEET EAST OF CENTER OF THE DIRT ROAD AND 2 FEET WEST OF A
 EM0965'NORTH SOUTH FENCE.  THE MONUMENT IS FLUSH WITH THE GROUND
 EM0965'SURFACE AND THE DISK IS STAMPED HARRISON 1923.
 EM0965'
 EM0965'REFERENCE MARK 1 IS 310 FEET NORTHWEST OF THE WITNESS POST,
 EM0965'12 FEET EAST OF CENTER OF THE DIRT ROAD AND 3 FEET WEST OF
 EM0965'THE NORTH SOUTH FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 EM0965'THE DISK IS STAMPED HARRISON NO 1 1923.
 EM0965'
 EM0965'THE AZIMUTH MARK IS 218 FEET NORTH OF CENTER OF A GRADED
 EM0965'ROAD, 15 FEET EAST OF A TRACK ROAD AND 1 FOOT WEST OF NORTH SOUTH
 EM0965'FENCE.  A METAL WITNESS SIGN POST WAS SET 1.7 FEET SOUTH OF
 EM0965'THE MARK.  THE MONUMENT IS FLUSH WITH THE GROUND SURFACE
 EM0965'AND THE DISK IS STAMPED HARRISON AZI 1935.
 EM0965'
 EM0965'TO REACH FROM THE COURT HOUSE IN VERNON, GO NORTH ON U.S.
 EM0965'HIGHWAY 283 FOR 11.0 MILES TO THE FARGO SCHOOL ON THE RIGHT,
 EM0965'CONTINUE NORTH FOR 0.95 MILE TO CROSSROADS, TURN LEFT AND
 EM0965'GO WEST FOR 1.0 MILE TO CROSSROADS, TURN RIGHT AND GO 0.05
 EM0965'MILE TO THE AZIMUTH ON THE RIGHT, CONTINUE NORTH FOR 0.7
 EM0965'MILE TO THE TOP OF A SMALL HILL AND THE STATION ON THE RIGHT.
 EM0965
 EM0965                          STATION RECOVERY (1969)
 EM0965
 EM0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0965'RM 1 TO RM 1923 OBSTRUCTED.
 EM0965'
 EM0965'THE STATION MARK, REFERENCE MARK 1923, REFERENCE MARK 1 AND THE
 EM0965'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS
 EM0965'NOTED IN THE DISTANCE TO REFERENCE MARK 1923 AND REFERENCE MARK
 EM0965'1.  THE 1961 DESCRIPTION IS ADEQUATE WITH THE EXCEPTION REFERENCE
 EM0965'MARK 1 IS STAMPED HARRISON NO 1 1935 AND THE AZIMUTH MARK IS NOW 18
 EM0965'INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0397 ***********************************************************************
 BA0397  DESIGNATION -  HARRISON
 BA0397  PID         -  BA0397
 BA0397  STATE/COUNTY-  TX/TERRELL
 BA0397  USGS QUAD   -  MC CLAIN CANYON (1983)
 BA0397
 BA0397                         *CURRENT SURVEY CONTROL
 BA0397  ___________________________________________________________________
 BA0397* NAD 83(1993)-  29 55 54.81353(N)    102 08 02.63124(W)     ADJUSTED  
 BA0397* NAVD 88     -       673.6    (meters)    2210.     (feet)  VERTCON   
 BA0397  ___________________________________________________________________
 BA0397  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 BA0397  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 BA0397
 BA0397  HORZ ORDER  -  FIRST
 BA0397
 BA0397.The horizontal coordinates were established by classical geodetic methods
 BA0397.and adjusted by the National Geodetic Survey in February 1996..
 BA0397
 BA0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 BA0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BA0397
 BA0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0397
 BA0397.The geoid height was determined by GEOID03.
 BA0397
 BA0397;                    North         East     Units Scale Factor Converg.
 BA0397;SPC TXSC     - 4,236,633.753   297,460.745   MT  0.99991736   -1 32 07.5
 BA0397;SPC TXSC     -13,899,689.24    975,919.13   sFT  0.99991736   -1 32 07.5
 BA0397;UTM  13      - 3,314,692.873   776,659.764   MT  1.00054446   +1 25 51.3
 BA0397
 BA0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0397!SPC TXSC     -   0.99989779  x   0.99991736  =   0.99981516
 BA0397!UTM  13      -   0.99989779  x   1.00054446  =   1.00044220
 BA0397
 BA0397|---------------------------------------------------------------------|
 BA0397| PID    Reference Object                     Distance      Geod. Az  |
 BA0397|                                                           dddmmss.s |
 BA0397| CH9533 HARRISON RM 1                        15.325 METERS 02602     |
 BA0397| CH9534 HARRISON RM 2                        13.362 METERS 10106     |
 BA0397| CH9532 HARRISON AZ MK                                     3570635.4 |
 BA0397|---------------------------------------------------------------------|
 BA0397
 BA0397                          SUPERSEDED SURVEY CONTROL
 BA0397
 BA0397  NAD 83(1986)-  29 55 54.78207(N)    102 08 02.66844(W) AD(       ) 1
 BA0397  NAD 27      -  29 55 54.08300(N)    102 08 01.19000(W) AD(       ) 1
 BA0397  NGVD 29 (07/19/86)  673.4    (m)         2209.     (f) VERT ANG       
 BA0397
 BA0397.Superseded values are not recommended for survey control.
 BA0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0397.See file dsdata.txt to determine how the superseded data were derived.
 BA0397
 BA0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP7666014693(NAD 83)
 BA0397_MARKER: DS = TRIANGULATION STATION DISK
 BA0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0397
 BA0397  HISTORY     - Date     Condition        Report By
 BA0397  HISTORY     - 1934     MONUMENTED       CGS
 BA0397  HISTORY     - 1943     GOOD             IBC
 BA0397
 BA0397                          STATION DESCRIPTION
 BA0397
 BA0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0397'ABOUT 7 MILES SOUTH OF DRYDEN, AND 3 MILES WEST OF THE SHAFTER
 BA0397'CROSSING ROAD, ON A LONG RIDGE EXTENDING NORTH AND SOUTH,
 BA0397'SLOPING GRADUALLY TO THE SOUTH AND DROPPING VERY SHARP TO THE
 BA0397'WEST ON THE SECOND HUMP SOUTH OF THE HARRISON RANCH.  SURFACE
 BA0397'MARK PROJECTS 3 INCHES ABOVE GROUND AND IS ABOUT 0.8 MILE SOUTH
 BA0397'OF THE HARRISON RANCH AND 100 YARDS WEST OF A GATE IN A
 BA0397'NORTH-AND-SOUTH FENCE.
 BA0397'
 BA0397'TO REACH FROM KERRS STORE IN DRYDEN, GO EAST ON U.S. HIGHWAY
 BA0397'90, 0.75 MILES TO A GRADED ROAD TO THE LEFT.  TURN LEFT, (SOUTH)
 BA0397'ONTO THIS ROAD AND GO 4.05 MILES.  TAKE RIGHT FORK THROUGH
 BA0397'GATE, GO 2.0 MILES, PASS THROUGH A GATE AT FOUR-CORNER FENCE.
 BA0397'TURN RIGHT (WEST) AND GO ALONG EAST-AND-WEST FENCE 2.35 MILES
 BA0397'TO A GATE.  HERE BEAR SOUTH AND WEST ALONG MAIN TRAVELED
 BA0397'ROAD 1.45 MILES TO HARRISON RANCH.  TURN LEFT (SOUTH) AT TANK
 BA0397'ALONG EAST SIDE OF FENCE AND GO SOUTH 0.9 MILE TO THE FIRST
 BA0397'GATE IN FENCE, PASS THROUGH GATE AND GO 100 YARDS TO THE TOP
 BA0397'OF RISE AND STATION.
 BA0397'
 BA0397'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 BA0397'STANDARD BRONZE DISKS SET IN CONCRETE.
 BA0397'
 BA0397'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND PROJECTS
 BA0397'1 INCH.
 BA0397'
 BA0397'REFERENCE MARK NO. 2 IS EAST OF THE STATION AND PROJECTS
 BA0397'3 INCHES.
 BA0397'
 BA0397'AZIMUTH MARK IS IN A NORTH-AND-SOUTH FENCE LINE NORTHWEST OF
 BA0397'THE STATION AND 0.5 MILE SOUTH OF THE RANCH HOUSE, AND PROJECTS
 BA0397'2 INCHES.
 BA0397'
 BA0397'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 BA0397
 BA0397                          STATION RECOVERY (1943)
 BA0397
 BA0397'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (LML)
 BA0397'LETTER OF MR. L.M. LAWSON, COMMISSIONER, INTERNATIONAL BOUNDARY
 BA0397'COMMISSION, U.S. AND MEXICO, FIRST NATIONAL BANK BUILDING, EL
 BA0397'PASO, TEXAS, DATED 12/13/43--
 BA0397'
 BA0397'RECOVERED AND OCCUPIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2233 ***********************************************************************
 AN2233  DESIGNATION -  HARRISONS SILO
 AN2233  PID         -  AN2233
 AN2233  STATE/COUNTY-  TX/MATAGORDA
 AN2233  USGS QUAD   -  PALACIOS (1995)
 AN2233
 AN2233                         *CURRENT SURVEY CONTROL
 AN2233  ___________________________________________________________________
 AN2233* NAD 83(1993)-  28 45 00.31114(N)    096 14 41.09031(W)     ADJUSTED  
 AN2233* NAVD 88     -                                                        
 AN2233  ___________________________________________________________________
 AN2233  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AN2233  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN2233
 AN2233  HORZ ORDER  -  THIRD
 AN2233
 AN2233.The horizontal coordinates were established by classical geodetic methods
 AN2233.and adjusted by the National Geodetic Survey in February 1996..
 AN2233
 AN2233
 AN2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2233
 AN2233.The geoid height was determined by GEOID03.
 AN2233
 AN2233;                    North         East     Units Scale Factor Converg.
 AN2233;SPC TXSC     - 4,104,771.875   869,064.254   MT  0.99991495   +1 20 59.4
 AN2233;SPC TXSC     -13,467,072.39  2,851,254.97   sFT  0.99991495   +1 20 59.4
 AN2233;UTM  14      - 3,183,411.067   769,060.504   MT  1.00049349   +1 19 33.8
 AN2233
 AN2233                          SUPERSEDED SURVEY CONTROL
 AN2233
 AN2233  NAD 83(1986)-  28 45 00.32282(N)    096 14 41.06268(W) AD(       ) 4
 AN2233  NAD 27      -  28 44 59.36100(N)    096 14 40.18300(W) AD(       ) 3
 AN2233
 AN2233.Superseded values are not recommended for survey control.
 AN2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2233.See file dsdata.txt to determine how the superseded data were derived.
 AN2233
 AN2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6906183411(NAD 83)
 AN2233_MARKER: 64 = SILO
 AN2233
 AN2233  HISTORY     - Date     Condition        Report By
 AN2233  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2233
 AN2233                          STATION DESCRIPTION
 AN2233
 AN2233'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0932 ***********************************************************************
 EM0932  DESIGNATION -  HARROLD
 EM0932  PID         -  EM0932
 EM0932  STATE/COUNTY-  TX/WILBARGER
 EM0932  USGS QUAD   -  HARROLD (1990)
 EM0932
 EM0932                         *CURRENT SURVEY CONTROL
 EM0932  ___________________________________________________________________
 EM0932* NAD 83(1993)-  34 06 05.87540(N)    099 00 59.28214(W)     ADJUSTED  
 EM0932* NAVD 88     -       383.2    (meters)    1257.     (feet)  VERTCON   
 EM0932  ___________________________________________________________________
 EM0932  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 EM0932  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 EM0932
 EM0932  HORZ ORDER  -  SECOND
 EM0932
 EM0932.The horizontal coordinates were established by classical geodetic methods
 EM0932.and adjusted by the National Geodetic Survey in February 1996..
 EM0932
 EM0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 EM0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EM0932
 EM0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0932
 EM0932.The geoid height was determined by GEOID03.
 EM0932
 EM0932;                    North         East     Units Scale Factor Converg.
 EM0932;SPC TXNC     - 2,270,147.757   552,341.446   MT  1.00004044   -0 16 54.0
 EM0932;SPC TXNC     - 7,447,976.43  1,812,140.23   sFT  1.00004044   -0 16 54.0
 EM0932;UTM  14      - 3,773,424.954   498,481.098   MT  0.99960003   -0 00 33.2
 EM0932
 EM0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0932!SPC TXNC     -   0.99994426  x   1.00004044  =   0.99998470
 EM0932!UTM  14      -   0.99994426  x   0.99960003  =   0.99954431
 EM0932
 EM0932|---------------------------------------------------------------------|
 EM0932| PID    Reference Object                     Distance      Geod. Az  |
 EM0932|                                                           dddmmss.s |
 EM0932| CX8236 HARROLD RM                           15.409 METERS 25609     |
 EM0932| EM0924 FREDERICK MUNICIPAL TANK            APPROX.32.0 KM 3584034.5 |
 EM0932|---------------------------------------------------------------------|
 EM0932
 EM0932                          SUPERSEDED SURVEY CONTROL
 EM0932
 EM0932  NAD 83(1993)-  34 06 05.87545(N)    099 00 59.28212(W) AD(       ) 2
 EM0932  NAD 83(1986)-  34 06 05.88088(N)    099 00 59.27059(W) AD(       ) 2
 EM0932  NAD 27      -  34 06 05.55400(N)    099 00 58.00500(W) AD(       ) 2
 EM0932  NGVD 29 (07/19/86)  383.1    (m)         1257.     (f) VERT ANG       
 EM0932
 EM0932.Superseded values are not recommended for survey control.
 EM0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0932.See file dsdata.txt to determine how the superseded data were derived.
 EM0932
 EM0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC9848173425(NAD 83)
 EM0932_MARKER: DS = TRIANGULATION STATION DISK
 EM0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0932
 EM0932  HISTORY     - Date     Condition        Report By
 EM0932  HISTORY     - 1923     MONUMENTED       CGS
 EM0932  HISTORY     - 1957     GOOD             CGS
 EM0932  HISTORY     - 1965     POOR             CGS
 EM0932  HISTORY     - 1976     MARK NOT FOUND   TEXACO
 EM0932
 EM0932                          STATION DESCRIPTION
 EM0932
 EM0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM0932'STATION IS 1 MI. E AND 1 MI. N OF THE TOWN OF HARROLD, ON THE
 EM0932'E SIDE OF THE ROADWAY, 8 M. (26 FT.) FROM THE CENTERLINE,
 EM0932'ON LAND BELONGING TO P. VAUGHN WHO LIVES ABOUT 1/2 MI. TO
 EM0932'THE E, AND ABOUT 25 M. (82 FT.) N AND 15 M. (49 FT.) W OF
 EM0932'A HOUSE WHICH IS VACANT AT INTERVALS.
 EM0932'
 EM0932'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EM0932'DISKS, SET IN CONCRETE.
 EM0932'
 EM0932'REFERENCE MARK IS PLACED 1-1/2 FT. W OF THE W FENCE LINE OF
 EM0932'THE ROADWAY, AND 15.409 M. (50.55 FT.) FROM THE STATION,
 EM0932'S 76 DEG 09 MIN W.
 EM0932'
 EM0932'ELEVATION OF STATION IS 383.1 M. (1257 FT.).
 EM0932
 EM0932                          STATION RECOVERY (1957)
 EM0932
 EM0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0932'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 EM0932'THE ONLY OTHER MARK THAT HAD BEEN ESTABLISHED AT THIS STATION
 EM0932'WAS A REFERENCE MARK AND THIS MARK WAS DESTROYED BY ROAD
 EM0932'IMPROVEMENT.  THE STATION MARK IS 82 FEET NORTH AND 47 FEET
 EM0932'WEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 29 FEET EAST OF
 EM0932'THE CENTER LINE OF THE ROAD AND 2 FEET EAST OF THE EDGE OF THE
 EM0932'ROAD BANK.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 EM0932'
 EM0932'FOLLOWING IS A DESCRIPTION TO REACH THE STATION FROM HARROLD--
 EM0932'
 EM0932'TO REACH FROM HARROLD, FROM THE RAILROAD STATION, GO SOUTHEAST
 EM0932'ON U.S. HIGHWAY 287 FOR 0.55 MILE TO FORKS, TAKE LEFT FORK
 EM0932'AND GO EAST ON STATE HIGHWAY 240 FOR 0.85 MILE TO CROSSROADS,
 EM0932'TURN LEFT AND GO NORTH ON DIRT ROAD FOR 1.6 MILES TO A HOUSE
 EM0932'ON RIGHT AND STATION TO NORTHWEST OF HOUSE.
 EM0932
 EM0932                          STATION RECOVERY (1965)
 EM0932
 EM0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 EM0932'STATION FOUND LEANING ON ITS SIDE AND IN BAD CONDITION.  UNDERGROUND
 EM0932'MARK SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK SEARCHED BUT NOT
 EM0932'FOUND.
 EM0932
 EM0932                          STATION RECOVERY (1976)
 EM0932
 EM0932'RECOVERY NOTE BY TEXACO INCORPORATED 1976 (BLE)
 EM0932'STATION HARROLD STATION OUT OF GROUND.
 EM0932'
 EM0932'REFERENCE MARK PREVIOUSLY REPORTED OUT OF GROUND.
 EM0932'
 EM0932'STATION HAROLD IS OUT OF THE GROUND LAYING ABOUT 70 FEET NORTH OF
 EM0932'WHERE STATION IS CALLED FROM FARM HOUSE.  DUG IN AREA FOR UNDERGROUND
 EM0932'STATION MARK BUT DID NOT FIND IT.  LOCATION IS IN FIELD AND
 EM0932'PROBABLY DID NOT GO DEEP ENOUGH TO RECOVER STATION.
 EM0932'
 EM0932'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE EAST AND 1 MILE
 EM0932'NORTH OF HARROLD TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0933 ***********************************************************************
 EM0933  DESIGNATION -  HARROLD 2
 EM0933  PID         -  EM0933
 EM0933  STATE/COUNTY-  TX/WILBARGER
 EM0933  USGS QUAD   -  HARROLD (1990)
 EM0933
 EM0933                         *CURRENT SURVEY CONTROL
 EM0933  ___________________________________________________________________
 EM0933* NAD 83(1993)-  34 06 04.31091(N)    099 00 58.56603(W)     ADJUSTED  
 EM0933* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 EM0933  ___________________________________________________________________
 EM0933  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 EM0933  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 EM0933
 EM0933  HORZ ORDER  -  SECOND
 EM0933
 EM0933.The horizontal coordinates were established by classical geodetic methods
 EM0933.and adjusted by the National Geodetic Survey in February 1996..
 EM0933
 EM0933.The orthometric height was scaled from a topographic map.
 EM0933
 EM0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0933
 EM0933.The geoid height was determined by GEOID03.
 EM0933
 EM0933;                    North         East     Units Scale Factor Converg.
 EM0933;SPC TXNC     - 2,270,099.460   552,359.565   MT  1.00004030   -0 16 53.7
 EM0933;SPC TXNC     - 7,447,817.98  1,812,199.67   sFT  1.00004030   -0 16 53.7
 EM0933;UTM  14      - 3,773,376.765   498,499.438   MT  0.99960003   -0 00 32.8
 EM0933
 EM0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0933!SPC TXNC     -   0.99994428  x   1.00004030  =   0.99998457
 EM0933!UTM  14      -   0.99994428  x   0.99960003  =   0.99954433
 EM0933
 EM0933|---------------------------------------------------------------------|
 EM0933| PID    Reference Object                     Distance      Geod. Az  |
 EM0933|                                                           dddmmss.s |
 EM0933| CX8241 HARROLD 2 RM 1                       19.772 METERS 06519     |
 EM0933| EM0776 ELECTRA S MUNICIPAL TANK            APPROX.12.2 KM 1315954.8 |
 EM0933| EM0777 ELECTRA TEX PIPELINE CO MICRO       APPROX.10.4 KM 1352532.1 |
 EM0933| EM0778 ELECTRA WESTERN FARMER RAD MST      APPROX.10.2 KM 1413943.9 |
 EM0933| CX8242 HARROLD 2 RM 2                       30.297 METERS 17522     |
 EM0933| EM0935 HARROLD MUNICIPAL TANK              APPROX. 2.9 KM 2131620.8 |
 EM0933| CX8240 HARROLD 2 AZ MK                                    3453723.6 |
 EM0933|---------------------------------------------------------------------|
 EM0933
 EM0933                          SUPERSEDED SURVEY CONTROL
 EM0933
 EM0933  NAD 83(1993)-  34 06 04.31105(N)    099 00 58.56595(W) AD(       ) 2
 EM0933  NAD 83(1986)-  34 06 04.31700(N)    099 00 58.55440(W) AD(       ) 2
 EM0933  NAD 27      -  34 06 03.99433(N)    099 00 57.29166(W) AD(       ) 2
 EM0933
 EM0933.Superseded values are not recommended for survey control.
 EM0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0933.See file dsdata.txt to determine how the superseded data were derived.
 EM0933
 EM0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC9849973377(NAD 83)
 EM0933_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EM0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0933
 EM0933  HISTORY     - Date     Condition        Report By
 EM0933  HISTORY     - 1965     MONUMENTED       CGS
 EM0933
 EM0933                          STATION DESCRIPTION
 EM0933
 EM0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0933'THE STATION IS ABOUT 10 MILES EAST-SOUTHEAST OF VERNON, 7-1/2 MILES
 EM0933'NORTHWEST OF ELECTRA AND 2 MILES EAST-NORTHEAST OF HARROLD, ON THE
 EM0933'EAST SIDE OF A GRADED ROAD.
 EM0933'
 EM0933'TO REACH THE STATION FROM THE POST OFFICE IN HARROLD, GO SOUTHEAST
 EM0933'ON U.S. HIGHWAY 287 FOR 1.65 MILES TO A TRUCK STOP AND CAFE ON THE
 EM0933'LEFT.  CONTINUE ON HIGHWAY FOR 0.15 MILE TO A GRADED ROAD
 EM0933'LEFT.  TURN LEFT AND GO NORTHERLY ON GRADED ROAD FOR 0.7 MILE TO A
 EM0933'CROSSROAD.  CONTINUE NORTHERLY FOR 1.0 MILE TO A
 EM0933'CROSSROAD.  CONTINUE NORTH ON GRADED ROAD FOR 0.6 MILE TO A
 EM0933'WHITE HOUSE AND THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 EM0933'MARK, CONTINUE NORTH FOR 0.65 MILE TO THE MARK ON THE RIGHT.
 EM0933'
 EM0933'STATION MARK IS A STANDARD DISK, STAMPED HARROLD 2 1965, SET IN
 EM0933'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0933'IS FLUSH WITH THE GROUND SURFACE.  IT IS 75 FEET SOUTH-SOUTHWEST OF
 EM0933'THE SOUTHWEST CORNER OF A WHITE HOUSE, 48 FEET EAST OF THE
 EM0933'CENTERLINE OF A GRADED ROAD, 22 FEET SOUTHEAST OF A FENCE CORNER,
 EM0933'21 FEET EAST OF A NORTH-SOUTH FENCE AND 12 FEET SOUTH OF AN
 EM0933'EAST-WEST FENCE.
 EM0933'
 EM0933'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HARROLD 2 NO 1 1965,
 EM0933'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0933'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 69 FEET
 EM0933'SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 1 FOOT SOUTH OF
 EM0933'THE EAST-WEST FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EM0933'
 EM0933'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HARROLD 2 NO 2 1965,
 EM0933'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0933'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET EAST OF
 EM0933'THE CENTERLINE OF THE GRAVELED ROAD, 6 FEET EAST OF THE
 EM0933'NORTH-SOUTH FENCE, 2 FEET NORTH OF A POWERLINE POLE AND ABOUT THE
 EM0933'SAME ELEVATION AS THE STATION.
 EM0933'
 EM0933'AZIMUTH MARK IS A STANDARD DISK, STAMPED HARROLD 2 1965, SET IN
 EM0933'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM0933'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 23 FEET EAST OF
 EM0933'THE CENTERLINE OF A GRADED ROAD AND 2 FEET EAST OF A FENCE CORNER
 EM0933'POST.
 EM0933'
 EM0933'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0935 ***********************************************************************
 EM0935  DESIGNATION -  HARROLD MUNICIPAL TANK
 EM0935  PID         -  EM0935
 EM0935  STATE/COUNTY-  TX/WILBARGER
 EM0935  USGS QUAD   -  HARROLD (1990)
 EM0935
 EM0935                         *CURRENT SURVEY CONTROL
 EM0935  ___________________________________________________________________
 EM0935* NAD 83(1993)-  34 04 46.68496(N)    099 01 59.77894(W)     ADJUSTED  
 EM0935* NAVD 88     -                                                        
 EM0935  ___________________________________________________________________
 EM0935  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 EM0935  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EM0935
 EM0935  HORZ ORDER  -  THIRD
 EM0935
 EM0935.The horizontal coordinates were established by classical geodetic methods
 EM0935.and adjusted by the National Geodetic Survey in February 1996..
 EM0935
 EM0935
 EM0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0935
 EM0935.The geoid height was determined by GEOID03.
 EM0935
 EM0935;                    North         East     Units Scale Factor Converg.
 EM0935;SPC TXNC     - 2,267,715.412   550,778.372   MT  1.00003347   -0 17 27.0
 EM0935;SPC TXNC     - 7,439,996.31  1,807,012.04   sFT  1.00003347   -0 17 27.0
 EM0935;UTM  14      - 3,770,986.273   496,930.280   MT  0.99960012   -0 01 07.1
 EM0935
 EM0935                          SUPERSEDED SURVEY CONTROL
 EM0935
 EM0935  NAD 83(1993)-  34 04 46.68509(N)    099 01 59.77886(W) AD(       ) 4
 EM0935  NAD 83(1986)-  34 04 46.69090(N)    099 01 59.76775(W) AD(       ) 4
 EM0935  NAD 27      -  34 04 46.36690(N)    099 01 58.50526(W) AD(       ) 3
 EM0935
 EM0935.Superseded values are not recommended for survey control.
 EM0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0935.See file dsdata.txt to determine how the superseded data were derived.
 EM0935
 EM0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC9693070986(NAD 83)
 EM0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0935+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 EM0935
 EM0935  HISTORY     - Date     Condition        Report By
 EM0935  HISTORY     - 1965     MONUMENTED       CGS
 EM0935  HISTORY     - 20040806 GOOD             USPSQD
 EM0935
 EM0935                          STATION DESCRIPTION
 EM0935
 EM0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 EM0935'THE STATION IS THE CENTER OF THE TOP OF A HEMISPHERICAL BOTTOM
 EM0935'ELEVATED WATER TANK THAT HAS A OVERALL HEIGHT OF 120 FEET.  IT IS
 EM0935'LOCATED ABOUT 0.1 MILE SOUTH OF U.S. HIGHWAY 287 IN THE SMALL TOWN
 EM0935'OF HARROLD.
 EM0935
 EM0935                          STATION RECOVERY (2004)
 EM0935
 EM0935'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 EM0935'RECOVERED AS DESCRIBED. THE TANK IS PAINTED SILVER WITH BLACK LETTERS
 EM0935'AND HAS FOUR LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1538 ***********************************************************************
 AW1538  DESIGNATION -  HARROP
 AW1538  PID         -  AW1538
 AW1538  STATE/COUNTY-  TX/HARRIS
 AW1538  USGS QUAD   -  LA PORTE (1982)
 AW1538
 AW1538                         *CURRENT SURVEY CONTROL
 AW1538  ___________________________________________________________________
 AW1538* NAD 83(1993)-  29 42 43.63936(N)    095 00 17.06196(W)     ADJUSTED  
 AW1538* NAVD 88     -         3.536  (meters)      11.60   (feet)  ADJUSTED  
 AW1538  ___________________________________________________________________
 AW1538  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW1538  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1538  DYNAMIC HT  -           3.531 (meters)      11.58  (feet)  COMP
 AW1538  MODELED GRAV-     979,282.6   (mgal)                       NAVD 88
 AW1538
 AW1538  HORZ ORDER  -  THIRD
 AW1538  VERT ORDER  -  FIRST     CLASS II
 AW1538
 AW1538.The horizontal coordinates were established by classical geodetic methods
 AW1538.and adjusted by the National Geodetic Survey in February 1996..
 AW1538
 AW1538.The orthometric height was determined by differential leveling
 AW1538.and adjusted by the National Geodetic Survey in June 1991..
 AW1538
 AW1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1538
 AW1538.The geoid height was determined by GEOID03.
 AW1538
 AW1538.The dynamic height is computed by dividing the NAVD 88
 AW1538.geopotential number by the normal gravity value computed on the
 AW1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1538.degrees latitude (g = 980.6199 gals.).
 AW1538
 AW1538.The modeled gravity was interpolated from observed gravity values.
 AW1538
 AW1538;                    North         East     Units Scale Factor Converg.
 AW1538;SPC TXSC     - 4,214,822.765   986,475.876   MT  0.99988484   +1 57 26.4
 AW1538;SPC TXSC     -13,828,131.02  3,236,462.94   sFT  0.99988484   +1 57 26.4
 AW1538;UTM  15      - 3,288,568.845   306,071.622   MT  1.00006404   -0 59 38.2
 AW1538
 AW1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1538!SPC TXSC     -   1.00000371  x   0.99988484  =   0.99988855
 AW1538!UTM  15      -   1.00000371  x   1.00006404  =   1.00006775
 AW1538
 AW1538:                Primary Azimuth Mark                     Grid Az
 AW1538:SPC TXSC     -  FARNED                                   245 57 26.3
 AW1538:UTM  15      -  FARNED                                   248 54 30.9
 AW1538
 AW1538|---------------------------------------------------------------------|
 AW1538| PID    Reference Object                     Distance      Geod. Az  |
 AW1538|                                                           dddmmss.s |
 AW1538| AW1540 FARNED                              APPROX. 0.7 KM 2475452.7 |
 AW1538|---------------------------------------------------------------------|
 AW1538
 AW1538                          SUPERSEDED SURVEY CONTROL
 AW1538
 AW1538  NAD 83(1986)-  29 42 43.65530(N)    095 00 17.04295(W) AD(       ) 3
 AW1538  NAD 27      -  29 42 42.83248(N)    095 00 16.30216(W) AD(       ) 3
 AW1538  NGVD 29 (12/23/87)    3.533  (m)           11.59   (f) ADJUSTED    1 2
 AW1538
 AW1538.Superseded values are not recommended for survey control.
 AW1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1538.See file dsdata.txt to determine how the superseded data were derived.
 AW1538
 AW1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0607288569(NAD 83)
 AW1538_MARKER: DD = SURVEY DISK
 AW1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1538_SP_SET: CONCRETE POST
 AW1538_STAMPING: HARROP 1955
 AW1538_MARK LOGO: HUMBLE
 AW1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1538+STABILITY: SURFACE MOTION
 AW1538
 AW1538  HISTORY     - Date     Condition        Report By
 AW1538  HISTORY     - 1955     MONUMENTED       HUMBLE
 AW1538  HISTORY     - 1973     GOOD             NGS
 AW1538  HISTORY     - 1976     GOOD             NGS
 AW1538  HISTORY     - 1976     GOOD             NGS
 AW1538  HISTORY     - 1978     GOOD             NGS
 AW1538  HISTORY     - 1983     GOOD             LOCSUR
 AW1538  HISTORY     - 1983     GOOD             NGS
 AW1538  HISTORY     - 1986     GOOD             NGS
 AW1538  HISTORY     - 1988     GOOD             USPSQD
 AW1538  HISTORY     - 1989     GOOD             USPSQD
 AW1538  HISTORY     - 1989     GOOD             USPSQD
 AW1538  HISTORY     - 1989     GOOD             USPSQD
 AW1538  HISTORY     - 19980114 MARK NOT FOUND   USPSQD
 AW1538  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1538
 AW1538                          STATION DESCRIPTION
 AW1538
 AW1538'DESCRIBED BY HUMBLE OIL AND REFINING COMPANY 1955 (LFW)
 AW1538'LOCATED 0.6 MI. NE OF THE NE END OF BAYTOWN TUNNEL, AT THE
 AW1538'TRAFFIC INTERCHANGE, AND IN THE CONCRETE ISLAND BETWEEN THE
 AW1538'N AND S TRAFFIC LANES.  ACCESS TO THE MONUMENT IS THROUGH A
 AW1538'MANHOLE COVER IN THE CONCRETE ISLAND.  A HUMBLE OIL AND REFINING
 AW1538'CO. DISK, STAMPED HARROP 1955 AND SET IN THE TOP OF A CONCRETE
 AW1538'MONUMENT 0.5 FT. BELOW THE MANHOLE COVER.
 AW1538'
 AW1538'THERE IS NO UNDERGROUND STATION MARK.
 AW1538'
 AW1538'NO REFERENCE MARKS WERE ESTABLISHED.
 AW1538'
 AW1538'STATION FARNED IS VISIBLE FOR AN AZIMUTH MARK.
 AW1538'
 AW1538'HEIGHT OF LIGHT ABOVE STATION MARK - 2 M.
 AW1538
 AW1538                          STATION RECOVERY (1973)
 AW1538
 AW1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW1538'0.55 MI NE FROM BAYTOWN TUNNEL.
 AW1538'ABOUT 0.55 MILE NORTHEAST ALONG STATE HWY. 146 FROM THE NORTHEAST
 AW1538'ENTRANCE TO BAYTOWN TUNNEL, ABOUT 391 FEET NORTHEAST OF THE NORTHEAST
 AW1538'END OF THE CONCRETE HWY. BRIDGE AT THE NORTHEAST END OF A NARROW
 AW1538'ISLAND IN THE CENTER OF THE HIGHWAY., 7.8 FEET SOUTHEAST OF THE
 AW1538'SOUTHEAST CONCRETE CURB OF THE WESTBOUND LANE, 3.3 FEET NORTHWEST OF
 AW1538'THE NORTHWEST CONCRETE CURB OF THE EASTBOUND LANE, AND IS A HUMBLE OIL
 AW1538'AND REFINERY CO. DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 AW1538'PROTECTED BY A 16-INCH IRON PIPE AND COVERED WITH A STEEL COVER WITH
 AW1538'THE LETTERS HARROP WELDED ONTO THE PLATE.
 AW1538
 AW1538                          STATION RECOVERY (1976)
 AW1538
 AW1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1538'RECOVERED IN GOOD CONDITION.
 AW1538
 AW1538                          STATION RECOVERY (1976)
 AW1538
 AW1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1538'RECOVERED IN GOOD CONDITION.
 AW1538
 AW1538                          STATION RECOVERY (1978)
 AW1538
 AW1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1538'RECOVERED IN GOOD CONDITION.
 AW1538
 AW1538                          STATION RECOVERY (1983)
 AW1538
 AW1538'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AW1538'CONDITION OF MONUMENT--
 AW1538'
 AW1538'MONUMENT FOUND IN EXCELLENT CONDITION.
 AW1538
 AW1538                          STATION RECOVERY (1983)
 AW1538
 AW1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1538'RECOVERED IN GOOD CONDITION.
 AW1538
 AW1538                          STATION RECOVERY (1986)
 AW1538
 AW1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1538'RECOVERED IN GOOD CONDITION, EXECPT THE STEEL COVER NO LONGER EXIST.
 AW1538
 AW1538                          STATION RECOVERY (1988)
 AW1538
 AW1538'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1538'RECOVERED IN GOOD CONDITION.
 AW1538
 AW1538                          STATION RECOVERY (1989)
 AW1538
 AW1538'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW1538'RECOVERED IN GOOD CONDITION.
 AW1538
 AW1538                          STATION RECOVERY (1989)
 AW1538
 AW1538'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1538'RECOVERED IN GOOD CONDITION.
 AW1538
 AW1538                          STATION RECOVERY (1989)
 AW1538
 AW1538'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1538'RECOVERED IN GOOD CONDITION.
 AW1538
 AW1538                          STATION RECOVERY (1998)
 AW1538
 AW1538'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1538'MARK NOT FOUND.
 AW1538
 AW1538                          STATION RECOVERY (2001)
 AW1538
 AW1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1538'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3116 ***********************************************************************
 CS3116  DESIGNATION -  HART
 CS3116  PID         -  CS3116
 CS3116  STATE/COUNTY-  TX/JOHNSON
 CS3116  USGS QUAD   -  BONO (1979)
 CS3116
 CS3116                         *CURRENT SURVEY CONTROL
 CS3116  ___________________________________________________________________
 CS3116* NAD 83(1993)-  32 19 03.63785(N)    097 32 56.46652(W)     ADJUSTED  
 CS3116* NAVD 88     -       307.     (meters)    1007.     (feet)  SCALED    
 CS3116  ___________________________________________________________________
 CS3116  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 CS3116  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS3116
 CS3116  HORZ ORDER  -  FIRST
 CS3116
 CS3116.The horizontal coordinates were established by classical geodetic methods
 CS3116.and adjusted by the National Geodetic Survey in February 1996..
 CS3116
 CS3116.The orthometric height was scaled from a topographic map.
 CS3116
 CS3116.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3116
 CS3116.The geoid height was determined by GEOID03.
 CS3116
 CS3116;                    North         East     Units Scale Factor Converg.
 CS3116;SPC TXNC     - 2,072,597.110   689,544.682   MT  0.99995405   +0 31 07.2
 CS3116;SPC TXNC     - 6,799,845.69  2,262,281.18   sFT  0.99995405   +0 31 07.2
 CS3116;SPC TX C     - 3,297,188.863   962,198.279   MT  1.00014561   +1 26 02.7
 CS3116;SPC TX C     -10,817,527.13  3,156,812.19   sFT  1.00014561   +1 26 02.7
 CS3116;UTM  14      - 3,576,573.410   636,584.614   MT  0.99983005   +0 46 33.0
 CS3116
 CS3116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3116!SPC TXNC     -   0.99995616  x   0.99995405  =   0.99991021
 CS3116!SPC TX C     -   0.99995616  x   1.00014561  =   1.00010176
 CS3116!UTM  14      -   0.99995616  x   0.99983005  =   0.99978621
 CS3116
 CS3116:                Primary Azimuth Mark                     Grid Az
 CS3116:SPC TXNC     -  KEENE SW JUNIOR COLLEGE TANK             066 31 04.3
 CS3116:SPC TX C     -  KEENE SW JUNIOR COLLEGE TANK             065 36 08.8
 CS3116:UTM  14      -  KEENE SW JUNIOR COLLEGE TANK             066 15 38.5
 CS3116
 CS3116|---------------------------------------------------------------------|
 CS3116| PID    Reference Object                     Distance      Geod. Az  |
 CS3116|                                                           dddmmss.s |
 CS3116| CS3087 KEENE SW JUNIOR COLLEGE TANK        APPROX.22.7 KM 0670211.5 |
 CS3116| CS3099 CLEBURNE MUNICIPAL TANK             APPROX.16.1 KM 0690939.9 |
 CS3116| CS3100 CLEBURNE SANTA FE RR RDHSE SK       APPROX.16.4 KM 0745944.5 |
 CS3116| CS3098 CLEBURNE JOHNSON CO CTHSE TWR       APPROX.15.7 KM 0775309.6 |
 CS3116| CY2074 HART RM 1                            25.396 METERS 07924     |
 CS3116| CS3073 WACO FORT WORTH ARIWAY BCN 48       APPROX.26.2 KM 1070654.2 |
 CS3116| CY2073 HART AZ MK                                         1632629.9 |
 CS3116| CY2075 HART RM 2                            28.279 METERS 17453     |
 CS3116|---------------------------------------------------------------------|
 CS3116
 CS3116                          SUPERSEDED SURVEY CONTROL
 CS3116
 CS3116  NAD 83(1986)-  32 19 03.64279(N)    097 32 56.44568(W) AD(       ) 1
 CS3116  NAD 27      -  32 19 03.12800(N)    097 32 55.35700(W) AD(       ) 1
 CS3116
 CS3116.Superseded values are not recommended for survey control.
 CS3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3116.See file dsdata.txt to determine how the superseded data were derived.
 CS3116
 CS3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA3658576573(NAD 83)
 CS3116_MARKER: DB = BENCH MARK DISK
 CS3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3116
 CS3116  HISTORY     - Date     Condition        Report By
 CS3116  HISTORY     - 1946     MONUMENTED       USGS
 CS3116  HISTORY     - 1953     GOOD             CGS
 CS3116  HISTORY     - 19940329 MARK NOT FOUND   USPSQD
 CS3116
 CS3116                          STATION DESCRIPTION
 CS3116
 CS3116'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (RAM)
 CS3116'STATION IS LOCATED ABOUT 10 MILES W OF THE TOWN OF CLEBURNE
 CS3116'AND ABOUT 3 MILES W OF THE VILLAGE OF BONO.  IT IS ABOUT
 CS3116'0.5 MILE N OF U.S. HIGHWAY 67 AND STATE HIGHWAY 68, ON THE
 CS3116'E SIDE OF THE BRAZOS RIVER, ON A BARE PASTURE HILL, THE
 CS3116'HIGHEST POINT IN ALL THE VICINITY IN THE BARNARD RANCH.  THE
 CS3116'MARK IS ABOUT 150 FEET N OF THE TRACK ROAD AND ABOUT 125
 CS3116'FEET E OF A GROUP OF FEED BOXES.
 CS3116'
 CS3116'THE MARK IS A STANDARD U.S.G.S. BENCH MARK SET IN A 6-INCH
 CS3116'SQUARE CEMENT POST WHICH PROJECTS ABOUT 8 INCHES, AND THE
 CS3116'DISK IS STAMPED HART 1923.
 CS3116'
 CS3116'REFERENCE MARK 1 IS 83.32 FEET E OF THE STATION.  IT IS A
 CS3116'BRONZE REFERENCE DISK, STAMPED HART U.S.G.S. 1946 AND SET
 CS3116'IN THE TOP OF A CONCRETE POST.  IT PROJECTS 2 INCHES.
 CS3116'
 CS3116'REFERENCE MARK 2 IS 92.78 FEET SOUTH OF THE STATION, AND
 CS3116'25 FEET N OF THE APPROXIMATE CENTER LINE OF A TRACK ROAD.
 CS3116'IT IS A BRONZE REFERENCE DISK, STAMPED HART U.S.G.S. 1946
 CS3116'AND SET IN THE TOP OF A CONCRETE POST.  IT IS FLUSH WITH
 CS3116'THE GROUND.
 CS3116'
 CS3116'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE S OF THE STATION,
 CS3116'50 FEET E OF THE APPROXIMATE CENTER LINE OF A TRACK ROAD,
 CS3116'4 FEET W OF A WHITE WOODEN WITNESS POST, AND 3 FEET NE OF
 CS3116'THE NW CORNER OF THE CORRAL.  IT IS A BRONZE AZIMUTH DISK,
 CS3116'STAMPED HART U.S.G.S. 1946 AND SET IN THE TOP OF A CONCRETE
 CS3116'POST.  IT PROJECTS 2 INCHES.
 CS3116'
 CS3116'TO REACH THE STATION FROM THE NW CORNER OF THE COURTHOUSE
 CS3116'SQUARE IN CLEBURNE, GO W ON U.S. HIGHWAY 67, 8.85 MILES
 CS3116'TO A T-ROAD RIGHT, N.  THERE TURN RIGHT AND GO 100 FEET TO
 CS3116'AN OLD SURFACED ROAD.  TURN LEFT ACROSS A CATTLE GUARD ON
 CS3116'THE SURFACED ROAD AND GO 0.5 MILE TO A RED GATE ON THE RIGHT
 CS3116'AT THE TOP OF THE DIVIDE.  TURN RIGHT HERE THROUGH THE GATE
 CS3116'AND GO N 0.1 MILE TO THE BARNARD RANCH HOUSE.  TURN LEFT
 CS3116'AND PASS THROUGH THE GATE W OF THE HOUSE AND IN THE FENCE
 CS3116'LINE LEADING S FROM THE BARN, AND THEN FOLLOW THE FARM ROAD
 CS3116'N, PASSING TO THE LEFT OF THE CORRALS, 0.1 MILE TO THE
 CS3116'AZIMUTH MARK ON THE RIGHT AT THE CORNER OF THE CORRAL AS
 CS3116'DESCRIBED.  CONTINUE 0.3 MILE TO A GATE, PASS THROUGH THE
 CS3116'GATE AND TAKE THE LEFT FORK NW 0.1 MILE TO THE STATION
 CS3116'WHICH IS 50 YARDS N OF THE ROAD ON THE HIGHEST POINT OF
 CS3116'THE HILL AS DESCRIBED.
 CS3116
 CS3116                          STATION RECOVERY (1953)
 CS3116
 CS3116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3116'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CS3116'AS DESCRIBED.  THE AZIMUTH MARK WAS NOT RECOVERED.  IT IS
 CS3116'BELIEVED TO HAVE BEEN COVERED OR DESTROYED WHEN A CONCRETE
 CS3116'DRIPPING VAT WAS BUILT AT THE CORNER OF THE CORAL.
 CS3116
 CS3116                          STATION RECOVERY (1994)
 CS3116
 CS3116'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0607 ***********************************************************************
 EO0607  DESIGNATION -  HART RESET
 EO0607  PID         -  EO0607
 EO0607  STATE/COUNTY-  TX/CASTRO
 EO0607  USGS QUAD   -  HART NW (1980)
 EO0607
 EO0607                         *CURRENT SURVEY CONTROL
 EO0607  ___________________________________________________________________
 EO0607* NAD 83(1993)-  34 23 32.75834(N)    102 07 32.21500(W)     ADJUSTED  
 EO0607* NAVD 88     -      1128.1    (meters)    3701.     (feet)  VERTCON   
 EO0607  ___________________________________________________________________
 EO0607  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 EO0607  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 EO0607
 EO0607  HORZ ORDER  -  SECOND
 EO0607
 EO0607.The horizontal coordinates were established by classical geodetic methods
 EO0607.and adjusted by the National Geodetic Survey in February 1996..
 EO0607
 EO0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0607
 EO0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0607
 EO0607.The geoid height was determined by GEOID03.
 EO0607
 EO0607;                    North         East     Units Scale Factor Converg.
 EO0607;SPC TX N     - 1,043,719.027   142,466.184   MT  1.00006965   -0 21 45.2
 EO0607;SPC TX N     - 3,424,268.17    467,407.81   sFT  1.00006965   -0 21 45.2
 EO0607;SPC TXNC     - 2,308,044.654   266,613.779   MT  1.00014660   -1 58 38.6
 EO0607;SPC TXNC     - 7,572,309.84    874,715.37   sFT  1.00014660   -1 58 38.6
 EO0607;UTM  13      - 3,809,415.610   764,256.741   MT  1.00046085   +1 37 28.4
 EO0607
 EO0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0607!SPC TX N     -   0.99982697  x   1.00006965  =   0.99989660
 EO0607!SPC TXNC     -   0.99982697  x   1.00014660  =   0.99997354
 EO0607!UTM  13      -   0.99982697  x   1.00046085  =   1.00028774
 EO0607
 EO0607|---------------------------------------------------------------------|
 EO0607| PID    Reference Object                     Distance      Geod. Az  |
 EO0607|                                                           dddmmss.s |
 EO0607| CJ7409 HART RM 3                            31.915 METERS 05926     |
 EO0607| EO0606 HART AZ MK 2                        477.085 METERS 1395841.9 |
 EO0607| CJ7406 HART AZ MK                                         1400627.7 |
 EO0607| CJ7407 HART RM 1                            44.897 METERS 17650     |
 EO0607| CJ7411 HART RM 5                            34.262 METERS 22906     |
 EO0607| CJ7408 HART RM 2                            42.693 METERS 24850     |
 EO0607| CJ7410 HART RM 4                            26.347 METERS 31525     |
 EO0607|---------------------------------------------------------------------|
 EO0607
 EO0607                          SUPERSEDED SURVEY CONTROL
 EO0607
 EO0607  NAD 83(1986)-  34 23 32.76503(N)    102 07 32.20781(W) AD(       ) 2
 EO0607  NAD 27      -  34 23 32.48000(N)    102 07 30.54000(W) AD(       ) 2
 EO0607  NGVD 29 (07/19/86) 1127.6    (m)         3699.     (f) VERT ANG       
 EO0607
 EO0607.Superseded values are not recommended for survey control.
 EO0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0607.See file dsdata.txt to determine how the superseded data were derived.
 EO0607
 EO0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6425709416(NAD 83)
 EO0607_MARKER: DS = TRIANGULATION STATION DISK
 EO0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0607
 EO0607  HISTORY     - Date     Condition        Report By
 EO0607  HISTORY     - 1961     MONUMENTED       CGS
 EO0607  HISTORY     - 1967     GOOD             ARCO
 EO0607  HISTORY     - 1976     GOOD             NGS
 EO0607
 EO0607                          STATION DESCRIPTION
 EO0607
 EO0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WCR)
 EO0607'THE STATION IS ABOUT 1 MILE NORTHWEST OF HART ON THE NORTH
 EO0607'RIGHT-OF-WAY OF TEXAS HIGHWAY 194, BETWEEN THE HIGHWAY AND
 EO0607'RAILROAD TRACKS.
 EO0607'
 EO0607'TO REACH THE STATION FROM HART AT THE JUNCTION OF 7TH STREET
 EO0607'AND TEXAS HIGHWAY 194, GO NORTHWEST ON HIGHWAY 194 FOR 0.75 MILE
 EO0607'TO THE STATION ON THE RIGHT.
 EO0607'
 EO0607'STATION MARKS ARE STANDARD DISKS STAMPED HART 1935-1961.  THE
 EO0607'SURFACE STATION DISK IS SET IN A SQUARE CONCRETE POST WHICH IS
 EO0607'4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 49 FEET
 EO0607'NORTHEAST OF THE CENTER LINE OF HIGHWAY 194, 48 FEET SOUTHWEST
 EO0607'OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS, AND 3 FEET WEST
 EO0607'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 EO0607'IRREGULAR MASS OF CONCRETE 54 INCHES BELOW THE SURFACE OF THE
 EO0607'GROUND.
 EO0607'
 EO0607'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HART NO 3
 EO0607'1935-1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 EO0607'6 INCHES.  IT IS 48 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 EO0607'RAILROAD TRACKS, 2.5 FEET EAST OF THE SOUTH CORNER OF A FENCE,
 EO0607'AND 2 FEET EAST OF A HIGHWAY RIGHT-OF-WAY MARKER.
 EO0607'
 EO0607'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HART NO 4 1935-1961,
 EO0607'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 EO0607'IT IS 49 FEET NORTHEAST OF THE CENTER LINE OF TEXAS HIGHWAY 194,
 EO0607'48 FEET WOUTHWEST OF THE SOUTH RAIL OF THE RAILROAD TRACKS,
 EO0607'AND 3 FEET EAST OF A TELEPHONE POLE.
 EO0607'
 EO0607'NOTE--REFERENCE MARK NO. 2 WAS DESTROYED AFTER THE DIRECTIONS
 EO0607'WERE OBSERVED TO REFERENCE MARKS NOS. 3 AND 4.
 EO0607'
 EO0607'DISTANCES WERE MEASURED WITH A 5 KG. TAPE TENSION.
 EO0607'
 EO0607'SEE PREVIOUS DESCRIPTION
 EO0607
 EO0607                          STATION RECOVERY (1967)
 EO0607
 EO0607'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1967 (OWC)
 EO0607'USC AND GS HART 1935-1961-GOOD - 4 INCHES BELOW SURFACE
 EO0607'
 EO0607'HART NO 4 1935-1961-GOOD - EVEN WITH SURFACE
 EO0607'
 EO0607'REFERENCE MARK NO. 3 WAS NOT RECOVERED, A THOROUGH SEARCH WAS
 EO0607'GIVEN.  STATION HART AND R.M. 4 IN GOOD SHAPE, BRASS CAPS
 EO0607'IN PLACE.
 EO0607
 EO0607                          STATION RECOVERY (1976)
 EO0607
 EO0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 EO0607'THE STATION MARK AND REFERENCE MARK NO. 3, WERE RECOVERED AND FOUND
 EO0607'IN GOOD CONDITION.  REFERENCE MARK NO. 4 AND THE AZIMUTH MARK WERE
 EO0607'FOUND TO HAVE BEEN DESTROYED.
 EO0607'
 EO0607'REFERENCE MARK NO. 5 AND AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 EO0607'
 EO0607'POLARIS WAS OBSERVED.
 EO0607'
 EO0607'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 EO0607'
 EO0607'THE STATION IS LOCATED ON THE NORTHWEST EDGE OF THE TOWN OF HART,
 EO0607'BETWEEN STATE HIGHWAY 194 AND THE RAILROAD TRACKS.
 EO0607'
 EO0607'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 194 AND FARM
 EO0607'ROAD 168, WHICH IS LOCATED ON THE SOUTH EDGE OF HART.  GO NORTHWEST
 EO0607'ON STATE HIGHWAY 194 FOR 0.5 MILE TO AZIMUTH MARK ON THE LEFT, IN
 EO0607'HEADWALL OF CULVERT.  CONTINUE NORTHWEST ON STATE HIGHWAY 194 FOR
 EO0607'0.3 MILE TO STATION ON THE RIGHT.
 EO0607'
 EO0607'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST,
 EO0607'THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HART 1935
 EO0607'1961.  IT IS 93 FEET WEST OF A RAILROAD SWITCH STAND, 49 FEET
 EO0607'SOUTHWEST OF THE SOUTHWEST RAIL OF RAILROAD TRACKS, 49 FEET
 EO0607'NORTHEAST OF THE CENTER OF HIGHWAY, 1-FOOT NORTHWEST OF A METAL
 EO0607'WITNESS POST AND 1-FOOT SOUTHWEST OF A METAL WITNESS POST.
 EO0607'
 EO0607'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 EO0607'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED HART NO 3 1935
 EO0607'1961.  IT IS 47 FEET NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD
 EO0607'TRACKS, 7 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD, 3 FEET
 EO0607'SOUTHEAST OF A FENCE CORNER POST AND 2 FEET SOUTHEAST OF A
 EO0607'HIGHWAY RIGHT-OF-WAY CONCRETE POST.
 EO0607'
 EO0607'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN A DRILL HOLE IN A
 EO0607'2X2 FT. SQUARE CONCRETE PAD, WHICH AT ONE TIME WAS THE BASE OF A
 EO0607'BILLBOARD SIGN POST AND IS STAMPED HART 1935 NO 5 1976.  IT IS 84
 EO0607'FEET WEST OF A HIGH LINE POLE, 63 FEET SOUTHWEST OF THE CENTER OF
 EO0607'HIGHWAY, 38 FEET EAST OF A HIGH LINE POLE, 27 FEET EAST OF THE NORTH
 EO0607'CORNER OF A CONCRETE FOUNDATION, WHICH IS THE ONLY REMAINS OF THE
 EO0607'OLD GAS STATION.
 EO0607'
 EO0607'AZIMUTH MARK IS A STANDARD DISK, SET IN A DRILL HOLE, OF THE
 EO0607'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF CULVERT AND IS STAMPED
 EO0607'HART 1935 1976.  IT IS 33 FEET SOUTHWEST OF THE CENTER OF
 EO0607'HIGHWAY AND ABOUT 1-FOOT NORTHWEST OF THE SOUTHEAST END OF
 EO0607'HEADWALL.
 EO0607'
 EO0607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--HART NW EDGE OF
 EO0607'TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2328 ***********************************************************************
 AH2328  DESIGNATION -  HARTE ET
 AH2328  PID         -  AH2328
 AH2328  STATE/COUNTY-  TX/CASTRO
 AH2328  USGS QUAD   -  HART (1965)
 AH2328
 AH2328                         *CURRENT SURVEY CONTROL
 AH2328  ___________________________________________________________________
 AH2328* NAD 83(1993)-  34 22 54.73804(N)    102 06 48.23764(W)     ADJUSTED  
 AH2328* NAVD 88     -      1173.6    (meters)    3850.     (feet)  VERTCON   
 AH2328  ___________________________________________________________________
 AH2328  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AH2328  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AH2328
 AH2328  HORZ ORDER  -  THIRD
 AH2328
 AH2328.The horizontal coordinates were established by classical geodetic methods
 AH2328.and adjusted by the National Geodetic Survey in July 1998..
 AH2328
 AH2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2328
 AH2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2328
 AH2328.The geoid height was determined by GEOID03.
 AH2328
 AH2328;                    North         East     Units Scale Factor Converg.
 AH2328;SPC TX N     - 1,042,540.380   143,582.321   MT  1.00007293   -0 21 19.8
 AH2328;SPC TX N     - 3,420,401.23    471,069.66   sFT  1.00007293   -0 21 19.8
 AH2328;UTM  13      - 3,808,275.919   765,413.526   MT  1.00046841   +1 37 51.7
 AH2328
 AH2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2328!SPC TX N     -   0.99981983  x   1.00007293  =   0.99989274
 AH2328!UTM  13      -   0.99981983  x   1.00046841  =   1.00028815
 AH2328
 AH2328                          SUPERSEDED SURVEY CONTROL
 AH2328
 AH2328  NGVD 29 (07/28/98) 1173.1    (m)         3849.     (f) VERT ANG       
 AH2328
 AH2328.Superseded values are not recommended for survey control.
 AH2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2328.See file dsdata.txt to determine how the superseded data were derived.
 AH2328
 AH2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6541408276(NAD 83)
 AH2328_MARKER: DS = TRIANGULATION STATION DISK
 AH2328
 AH2328  HISTORY     - Date     Condition        Report By
 AH2328  HISTORY     - 1962     MONUMENTED       USGS
 AH2328
 AH2328                          STATION DESCRIPTION
 AH2328
 AH2328'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2328'LOCATED ON TOP OF THE HEADER HOUSE OF HART GRAIN COMPANY ELEVATOR IN
 AH2328'HART, TEXAS.  THIS IS THE SOUTHEASTERNMOST OF THREE GRAIN ELEVATORS IN
 AH2328'TOWN.
 AH2328'STATION MARK--STANDARD TABLET STAMPED---HARTE-ET 1962---, SET IN THE
 AH2328'CONCRETE ROOF, 7.3 FT. FROM THE N., W., AND E. EDGES.
 AH2328'AZIMUTH MARK NO. 1--THE OLDEST OF TWO MUNICIPAL WATER TOWERS IN
 AH2328'DIMMITT, APPROXIMATELY 18 MI. FROM STATION IN TRUE DIRECTION 135
 AH2328'DEGREES 59 MINUTES 43 SECONDS.
 AH2328'AZIMUTH MARK NO. 2--OLTON MUNICIPAL WATER TOWER, APPROXIMATELY 13 MI.
 AH2328'S. OF STATION IN TRUE DIRECTION 05 DEGREES 20 MINUTES 27 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0878 ***********************************************************************
 FM0878  DESIGNATION -  HARTLEY
 FM0878  PID         -  FM0878
 FM0878  STATE/COUNTY-  TX/HARTLEY
 FM0878  USGS QUAD   -  HARTLEY SW (1972)
 FM0878
 FM0878                         *CURRENT SURVEY CONTROL
 FM0878  ___________________________________________________________________
 FM0878* NAD 83(1993)-  35 51 19.56429(N)    102 23 52.87434(W)     ADJUSTED  
 FM0878* NAVD 88     -      1202.     (meters)    3944.     (feet)  VERTCON   
 FM0878  ___________________________________________________________________
 FM0878  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 FM0878  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 FM0878
 FM0878  HORZ ORDER  -  SECOND
 FM0878
 FM0878.The horizontal coordinates were established by classical geodetic methods
 FM0878.and adjusted by the National Geodetic Survey in February 1996..
 FM0878
 FM0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0878
 FM0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0878
 FM0878.The geoid height was determined by GEOID03.
 FM0878
 FM0878;                    North         East     Units Scale Factor Converg.
 FM0878;SPC TX N     - 1,206,206.997   118,889.613   MT  0.99993995   -0 31 13.6
 FM0878;SPC TX N     - 3,957,364.12    390,057.01   sFT  0.99993995   -0 31 13.6
 FM0878;UTM  13      - 3,971,040.528   734,963.034   MT  1.00028033   +1 31 29.2
 FM0878
 FM0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0878!SPC TX N     -   0.99981542  x   0.99993995  =   0.99975538
 FM0878!UTM  13      -   0.99981542  x   1.00028033  =   1.00009570
 FM0878
 FM0878|---------------------------------------------------------------------|
 FM0878| PID    Reference Object                     Distance      Geod. Az  |
 FM0878|                                                           dddmmss.s |
 FM0878| CJ7413 HARTLEY RM 1                         21.070 METERS 00150     |
 FM0878| CJ7414 HARTLEY RM 2                         17.838 METERS 09025     |
 FM0878| CJ7412 HARTLEY AZ MK                                      2711711.9 |
 FM0878| FM0881 HARTLEY WILLIAMS WTR WORKS TK       APPROX. 3.2 KM 3523510.7 |
 FM0878| FM0880 HARTLEY FARMERS CO GRAIN ELEV       APPROX. 3.5 KM 3594513.7 |
 FM0878|---------------------------------------------------------------------|
 FM0878
 FM0878                          SUPERSEDED SURVEY CONTROL
 FM0878
 FM0878  NAD 83(1993)-  35 51 19.56424(N)    102 23 52.87353(W) AD(       ) 2
 FM0878  NAD 83(1986)-  35 51 19.57235(N)    102 23 52.86470(W) AD(       ) 2
 FM0878  NAD 27      -  35 51 19.43800(N)    102 23 51.16100(W) AD(       ) 2
 FM0878  NGVD 29 (07/19/86) 1201.     (m)         3940.     (f) VERT ANG       
 FM0878
 FM0878.Superseded values are not recommended for survey control.
 FM0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0878.See file dsdata.txt to determine how the superseded data were derived.
 FM0878
 FM0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3496371041(NAD 83)
 FM0878_MARKER: DS = TRIANGULATION STATION DISK
 FM0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0878
 FM0878  HISTORY     - Date     Condition        Report By
 FM0878  HISTORY     - 1953     MONUMENTED       CGS
 FM0878  HISTORY     - 1973     GOOD             USAF
 FM0878  HISTORY     - 1975     GOOD             NGS
 FM0878
 FM0878                          STATION DESCRIPTION
 FM0878
 FM0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0878'THE STATION IS LOCATED ON THE SOUTH SIDE OF AN EAST-WEST GRADED
 FM0878'ROAD AT A JUNCTION WITH A NORTH-SOUTH GRADED ROAD THAT GOES
 FM0878'NORTH FROM THE INTERSECTION.  IT IS ABOUT 1 MILE SOUTHWEST OF
 FM0878'U.S. HIGHWAY 87, ABOUT 2 MILES AIRLINE SOUTH OF HARTLEY,
 FM0878'AND ABOUT 17 MILES AIRLINE SOUTH-SOUTHEAST OF DALHART.
 FM0878'
 FM0878'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 1712
 FM0878'AND 998 WITH U.S. HIGHWAY 87 IN HARTLEY, GO SOUTHWEST AND SOUTH
 FM0878'ON FARM ROAD 998 FOR 2.5 MILS TO A SIDE ROAD AND THE AZIMUTH
 FM0878'MARK ON THE LEFT.  TURN LEFT AND GO EAST 0.5 MILE TO A SIDE
 FM0878'ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 FM0878'
 FM0878'THE STATION MARK IS A STANDARD DISK STAMPED, HARTLEY 1953
 FM0878'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS 2 INCHES
 FM0878'BELOW THE TOP OF THE GROUND.  IT IS 24 FEET SOUTH OF THE
 FM0878'CENTERLINE OF AN EAST-WEST ROAD, 12 FEET NORTH OF A WITNESS
 FM0878'POST, AND 52 FEET WEST OF A TRIANGULAR BLAZED POWERLINE POLE.
 FM0878'
 FM0878'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, HARTLEY
 FM0878'NO 1 1953 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 FM0878'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 27 FEET WEST OF THE
 FM0878'CENTERLINE OF A NORTH-SOUTH ROAD, 1 FOOT EAST OF A FENCE
 FM0878'LINE, AND 1 FOOT HIGHER THAN THE STATION.
 FM0878'
 FM0878'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, HARTLEY
 FM0878'NO 2 1953 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 FM0878'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 7 FEET EAST-SOUTHEAST
 FM0878'OF A TRIANGULAR BLAZED POWERLINE POLE, 24 FEET SOUTH OF THE
 FM0878'CENTERLINE OF AN EAST-WEST ROAD, AND 18 INCHES HIGHER THAN
 FM0878'THE STATION.
 FM0878'
 FM0878'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, HARTLEY 1953 SET
 FM0878'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 2
 FM0878'INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST-SOUTHEAST OF A
 FM0878'FENCE CORNER, 44 FEET EAST OF THE CENTERLINE OF FARM ROAD 998,
 FM0878'AND 28 FEET NORTH OF THE CENTERLINE OF A GRADED EAST-WEST ROAD.
 FM0878
 FM0878                          STATION RECOVERY (1973)
 FM0878
 FM0878'RECOVERY NOTE BY US AIR FORCE 1973
 FM0878'REFERENCE MARK 1 IS LYING ON ITS SIDE.  REFERENCE MARK 2 AND
 FM0878'AZIMUTH MARK IS GOOD.  DID NOT DIG FOR STATION.  A COMPLETE
 FM0878'DESCRIPTION FOLLOWS--TO REACH THE STATION FROM THE JUNCTION
 FM0878'OF FARM ROADS 1712 AND 998 WITH U.S. HIGHWAY 87 IN HARTLEY,
 FM0878'GO SOUTHWEST AND SOUTH ON FARM ROAD 998 FOR 2.5 MILES TO
 FM0878'A SIDE ROAD AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND
 FM0878'GO EAST 0.5 MILE TO A SIDE ROAD ON THE LEFT AND THE STATION
 FM0878'ON THE RIGHT.
 FM0878'
 FM0878'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, HARTLEY 1953
 FM0878'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER, THAT PROJECTS
 FM0878'2 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST SOUTHEAST OF A
 FM0878'FENCE CORNER, 44 FEET EAST OF THE CENTERLINE OF A GRADED
 FM0878'EAST-WEST ROAD.
 FM0878
 FM0878                          STATION RECOVERY (1975)
 FM0878
 FM0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FM0878'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 FM0878'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 FM0878'FOUND TO HAVE BEEN DESTROYED.
 FM0878'
 FM0878'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 2, THE
 FM0878'DIRECTION TO THE REFERENCE MARK WAS VERIFIED.
 FM0878'
 FM0878'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME.
 FM0878'
 FM0878'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 FM0878'
 FM0878'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF HARTLEY, ABOUT 1 MILE
 FM0878'WEST OF U. S. HIGHWAY 385, AT A T INTERSECTION OF A EAST-WEST GRAVEL
 FM0878'ROAD AND A DIRT ROAD LEADING NORTH AND THE MARK IS COVERED WITH
 FM0878'ABOUT 30-INCHES OF A BANK OF DRIFTED SAND.
 FM0878'
 FM0878'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAYS 87, 385
 FM0878'AND FARM ROAD 807, IN HARTLEY, GO WESTERLY AND THEN SOUTHERLY ON
 FM0878'FARM ROAD 807 FOR 2.7 MILES TO A SIDE ROAD ON THE LEFT AND THE
 FM0878'AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO EAST ON GRAVEL ROAD
 FM0878'FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT AND STATION ON THE RIGHT.
 FM0878'
 FM0878'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 FM0878'POST, THAT IS ABOUT 30-INCHES BELOW THE SURFACE OF THE GROUND AND
 FM0878'THE DISK IS STAMPED HARTLEY 1953.  (NOTE--A 2X2-INCH STAKE WAS
 FM0878'PLACED OVER THE MARK, WITH NAIL-HEAD, HOLDING THE POINT OF
 FM0878'STATION, AND THE STAKE IS FLUSH WITH THE GROUND).  IT IS 40 FEET
 FM0878'WEST OF THE CENTER OF A FIELD ROAD, 31 FEET WEST-NORTHWEST A CORNER
 FM0878'POST OF FENCE-LINE, 28 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 6
 FM0878'FEET EAST-SOUTHEAST OF A METAL WITNESS POST, 5.6 FEET
 FM0878'EAST-SOUTHEAST OF A HI-LINE BRACED POLE, 4.8 FEET SOUTHEAST OF THE
 FM0878'WEST END OF GATE POST AND 1-FOOT SOUTH OF FENCE-LINE.
 FM0878'
 FM0878'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 FM0878'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED HARTLEY
 FM0878'NO 2 1953.  IT IS 29 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 18
 FM0878'FEET EAST OF THE CENTER OF A FIELD ROAD AND 6.6 FEET SOUTHEAST OF
 FM0878'A HI-LINE POLE.
 FM0878'
 FM0878'REFERENCE MARK NO. 3 IS A CAST ALUMINUM MONUMENT THAT PROJECTS ABOUT
 FM0878'2-INCHES AND THE CAST ALUMINUM DISK IS STAMPED HARTLEY 1953 NO 3
 FM0878'1975.  IT IS 34 FEET WEST OF THE CENTER OF A DIRT ROAD, 28 FEET
 FM0878'NORTH OF THE CENTER OF GRAVEL ROAD, 3 FEET EAST OF A 2-INCH IRON
 FM0878'PIPE THAT PROJECTS ABOUT 3 FEET AND 0.6 FOOT SOUTHWEST OF A LONE
 FM0878'FENCE CORNER POST.
 FM0878'
 FM0878'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 FM0878'POST THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HARTLEY
 FM0878'1953.  IT IS 44 FEET EAST OF THE CENTER OF ROAD, 28 FEET NORTH OF
 FM0878'THE CENTER OF ROAD AND 2 FEET EAST OF A LONE FENCE-CORNER POST.
 FM0878'
 FM0878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--HARTLEY 2-MILES
 FM0878'SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0880 ***********************************************************************
 FM0880  DESIGNATION -  HARTLEY FARMERS CO GRAIN ELEV
 FM0880  PID         -  FM0880
 FM0880  STATE/COUNTY-  TX/HARTLEY
 FM0880  USGS QUAD   -  HARTLEY (1973)
 FM0880
 FM0880                         *CURRENT SURVEY CONTROL
 FM0880  ___________________________________________________________________
 FM0880* NAD 83(1993)-  35 53 14.19047(N)    102 23 53.47961(W)     ADJUSTED  
 FM0880* NAVD 88     -                                                        
 FM0880  ___________________________________________________________________
 FM0880  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 FM0880  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FM0880
 FM0880  HORZ ORDER  -  THIRD
 FM0880
 FM0880.The horizontal coordinates were established by classical geodetic methods
 FM0880.and adjusted by the National Geodetic Survey in February 1996..
 FM0880
 FM0880
 FM0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0880
 FM0880.The geoid height was determined by GEOID03.
 FM0880
 FM0880;                    North         East     Units Scale Factor Converg.
 FM0880;SPC TX N     - 1,209,739.710   118,906.522   MT  0.99994435   -0 31 13.9
 FM0880;SPC TX N     - 3,968,954.37    390,112.48   sFT  0.99994435   -0 31 13.9
 FM0880;UTM  13      - 3,974,572.787   734,853.783   MT  1.00027970   +1 31 33.1
 FM0880
 FM0880                          SUPERSEDED SURVEY CONTROL
 FM0880
 FM0880  NAD 83(1993)-  35 53 14.19017(N)    102 23 53.47914(W) AD(       ) 4
 FM0880  NAD 83(1986)-  35 53 14.19868(N)    102 23 53.46860(W) AD(       ) 4
 FM0880  NAD 27      -  35 53 14.07800(N)    102 23 51.76900(W) AD(       ) 3
 FM0880
 FM0880.Superseded values are not recommended for survey control.
 FM0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0880.See file dsdata.txt to determine how the superseded data were derived.
 FM0880
 FM0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3485474573(NAD 83)
 FM0880_MARKER: 65 = GRAIN ELEVATOR
 FM0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0880+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 FM0880
 FM0880  HISTORY     - Date     Condition        Report By
 FM0880  HISTORY     - 1953     FIRST OBSERVED   CGS
 FM0880  HISTORY     - 20040808 GOOD             USPSQD
 FM0880
 FM0880                          STATION DESCRIPTION
 FM0880
 FM0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0880'THE ELEVATOR IS LOCATED IN THE VILLAGE OF HARTLEY, ON THE
 FM0880'SOUTHWEST SIDE OF U.S. HIGHWAY 87.
 FM0880'
 FM0880'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE CONSISTING OF NINE
 FM0880'TANKS THAT ARE 108 FEET HIGH, WITH A 40 FOOT HEADHOUSE ON
 FM0880'TOP.  THE CENTER OF THE HEADHOUSE WAS INTERSECTED.
 FM0880
 FM0880                          STATION RECOVERY (2004)
 FM0880
 FM0880'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FM0880'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0858 ***********************************************************************
 FM0858  DESIGNATION -  HARTLEY MOORE CO N BDRY MARKER
 FM0858  PID         -  FM0858
 FM0858  STATE/COUNTY-  TX/MOORE
 FM0858  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0858
 FM0858                         *CURRENT SURVEY CONTROL
 FM0858  ___________________________________________________________________
 FM0858* NAD 83(1993)-  35 51 59.71191(N)    102 09 46.66016(W)     ADJUSTED  
 FM0858* NAVD 88     -      1161.     (meters)    3809.     (feet)  VERTCON   
 FM0858  ___________________________________________________________________
 FM0858  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 FM0858  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 FM0858
 FM0858  HORZ ORDER  -  THIRD
 FM0858
 FM0858.The horizontal coordinates were established by classical geodetic methods
 FM0858.and adjusted by the National Geodetic Survey in February 1996..
 FM0858.No horizontal observational check was made to the station.
 FM0858
 FM0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0858
 FM0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0858
 FM0858.The geoid height was determined by GEOID03.
 FM0858
 FM0858;                    North         East     Units Scale Factor Converg.
 FM0858;SPC TX N     - 1,207,276.687   140,128.413   MT  0.99994146   -0 23 03.2
 FM0858;SPC TX N     - 3,960,873.60    459,737.97   sFT  0.99994146   -0 23 03.2
 FM0858;UTM  13      - 3,972,868.637   756,158.631   MT  1.00040863   +1 39 47.3
 FM0858
 FM0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0858!SPC TX N     -   0.99982194  x   0.99994146  =   0.99976341
 FM0858!UTM  13      -   0.99982194  x   1.00040863  =   1.00023049
 FM0858
 FM0858                          SUPERSEDED SURVEY CONTROL
 FM0858
 FM0858  NAD 83(1993)-  35 51 59.71144(N)    102 09 46.66051(W) AD(       ) 3
 FM0858  NAD 83(1986)-  35 51 59.71933(N)    102 09 46.65074(W) AD(       ) 3
 FM0858  NAD 27      -  35 51 59.58200(N)    102 09 44.98800(W) AD(       ) 3
 FM0858  NGVD 29 (07/19/86) 1160.     (m)         3806.     (f) VERT ANG       
 FM0858
 FM0858.Superseded values are not recommended for survey control.
 FM0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0858.See file dsdata.txt to determine how the superseded data were derived.
 FM0858
 FM0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5615972869(NAD 83)
 FM0858_MARKER: Z = SEE DESCRIPTION
 FM0858_SETTING: 0 = UNSPECIFIED SETTING
 FM0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0858
 FM0858  HISTORY     - Date     Condition        Report By
 FM0858  HISTORY     - 1953     MONUMENTED       CGS
 FM0858
 FM0858                          STATION DESCRIPTION
 FM0858
 FM0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FM0858'STATION LINE IS LOCATED ABOUT 14 MILES EAST OF HARTLEY, AND 11
 FM0858'MILES WEST OF DUMAS, ALONG THE SOUTH SIDE OF U.S. HIGHWAY
 FM0858'87, ABOUT 60 FEET EAST OF THE COUNTY LINE, NEAR AN ANGLING
 FM0858'FENCE CORNER.
 FM0858'
 FM0858'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 FM0858'87 AND 287 IN DUMAS, GO WEST ON HIGHWAY 87 FOR 11.0 MILES
 FM0858'TO THE COUNTY LINE AND THE STATION AS DESCRIBED.
 FM0858'
 FM0858'THE TEXAS STATE HIGHWAY DEPT. MARKER IS A 5 X 7-INCH CONCRETE
 FM0858'POST WHICH PROJECTS 30-INCHES AND HAS A METAL PLAQUE ATTACHED.
 FM0858'IT IS AT THE COUNTY LINE, 46 FEET NORTH OF THE CENTER OF
 FM0858'HIGHWAY 87.  THE POINT AT THE TOP CENTER OF THE PLAQUE WAS
 FM0858'OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0857 ***********************************************************************
 FM0857  DESIGNATION -  HARTLEY MOORE CO S BDRY MARKER
 FM0857  PID         -  FM0857
 FM0857  STATE/COUNTY-  TX/MOORE
 FM0857  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0857
 FM0857                         *CURRENT SURVEY CONTROL
 FM0857  ___________________________________________________________________
 FM0857* NAD 83(1993)-  35 51 58.72226(N)    102 09 46.66024(W)     ADJUSTED  
 FM0857* NAVD 88     -      1161.     (meters)    3809.     (feet)  VERTCON   
 FM0857  ___________________________________________________________________
 FM0857  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 FM0857  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 FM0857
 FM0857  HORZ ORDER  -  THIRD
 FM0857
 FM0857.The horizontal coordinates were established by classical geodetic methods
 FM0857.and adjusted by the National Geodetic Survey in February 1996..
 FM0857.No horizontal observational check was made to the station.
 FM0857
 FM0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0857
 FM0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0857
 FM0857.The geoid height was determined by GEOID03.
 FM0857
 FM0857;                    North         East     Units Scale Factor Converg.
 FM0857;SPC TX N     - 1,207,246.187   140,128.207   MT  0.99994142   -0 23 03.2
 FM0857;SPC TX N     - 3,960,773.53    459,737.29   sFT  0.99994142   -0 23 03.2
 FM0857;UTM  13      - 3,972,838.135   756,159.515   MT  1.00040863   +1 39 47.2
 FM0857
 FM0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0857!SPC TX N     -   0.99982194  x   0.99994142  =   0.99976337
 FM0857!UTM  13      -   0.99982194  x   1.00040863  =   1.00023049
 FM0857
 FM0857                          SUPERSEDED SURVEY CONTROL
 FM0857
 FM0857  NAD 83(1993)-  35 51 58.72178(N)    102 09 46.66059(W) AD(       ) 3
 FM0857  NAD 83(1986)-  35 51 58.72969(N)    102 09 46.65082(W) AD(       ) 3
 FM0857  NAD 27      -  35 51 58.59300(N)    102 09 44.98900(W) AD(       ) 3
 FM0857  NGVD 29 (07/19/86) 1160.     (m)         3806.     (f) VERT ANG       
 FM0857
 FM0857.Superseded values are not recommended for survey control.
 FM0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0857.See file dsdata.txt to determine how the superseded data were derived.
 FM0857
 FM0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5616072838(NAD 83)
 FM0857_MARKER: Z = SEE DESCRIPTION
 FM0857_SETTING: 0 = UNSPECIFIED SETTING
 FM0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0857+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0857
 FM0857  HISTORY     - Date     Condition        Report By
 FM0857  HISTORY     - 1953     MONUMENTED       CGS
 FM0857  HISTORY     - 20040805 GOOD             USPSQD
 FM0857
 FM0857                          STATION DESCRIPTION
 FM0857
 FM0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FM0857'STATION LINE IS LOCATED ABOUT 14 MILES EAST OF HARTLEY, AND 11
 FM0857'MILES WEST OF DUMAS, ALONG THE SOUTH SIDE OF U.S. HIGHWAY
 FM0857'87, ABOUT 60 FEET EAST OF THE COUNTY LINE, NEAR AN ANGLING
 FM0857'FENCE CORNER.
 FM0857'
 FM0857'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 FM0857'87 AND 287 IN DUMAS, GO WEST ON HIGHWAY 87 FOR 11.0 MILES
 FM0857'TO THE COUNTY LINE AND THE STATION AS DESCRIBED.
 FM0857'
 FM0857'THE TEXAS STATE HIGHWAY DEPT. MARKER IS A 5 X 7-INCH CONCRETE
 FM0857'POST WHICH PROJECTS 30-INCHES AND HAS A METAL PLAQUE ATTACHED.
 FM0857'IT IS AT THE COUNTY LINE, 46 FEET NORTH OF THE CENTER OF
 FM0857'HIGHWAY 87.  THE POINT AT THE TOP CENTER OF THE PLAQUE WAS
 FM0857'OBSERVED.
 FM0857
 FM0857                          STATION RECOVERY (2004)
 FM0857
 FM0857'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0881 ***********************************************************************
 FM0881  DESIGNATION -  HARTLEY WILLIAMS WTR WORKS TK
 FM0881  PID         -  FM0881
 FM0881  STATE/COUNTY-  TX/HARTLEY
 FM0881  USGS QUAD   -  HARTLEY (1973)
 FM0881
 FM0881                         *CURRENT SURVEY CONTROL
 FM0881  ___________________________________________________________________
 FM0881* NAD 83(1993)-  35 53 01.17567(N)    102 24 09.12139(W)     ADJUSTED  
 FM0881* NAVD 88     -                                                        
 FM0881  ___________________________________________________________________
 FM0881  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 FM0881  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 FM0881
 FM0881  HORZ ORDER  -  THIRD
 FM0881
 FM0881.The horizontal coordinates were established by classical geodetic methods
 FM0881.and adjusted by the National Geodetic Survey in February 1996..
 FM0881
 FM0881
 FM0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0881
 FM0881.The geoid height was determined by GEOID03.
 FM0881
 FM0881;                    North         East     Units Scale Factor Converg.
 FM0881;SPC TX N     - 1,209,342.188   118,510.586   MT  0.99994383   -0 31 23.0
 FM0881;SPC TX N     - 3,967,650.16    388,813.48   sFT  0.99994383   -0 31 23.0
 FM0881;UTM  13      - 3,974,161.243   734,472.166   MT  1.00027749   +1 31 23.4
 FM0881
 FM0881                          SUPERSEDED SURVEY CONTROL
 FM0881
 FM0881  NAD 83(1993)-  35 53 01.17540(N)    102 24 09.12057(W) AD(       ) 4
 FM0881  NAD 83(1986)-  35 53 01.18355(N)    102 24 09.11033(W) AD(       ) 4
 FM0881  NAD 27      -  35 53 01.06600(N)    102 24 07.41000(W) AD(       ) 3
 FM0881
 FM0881.Superseded values are not recommended for survey control.
 FM0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0881.See file dsdata.txt to determine how the superseded data were derived.
 FM0881
 FM0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3447274161(NAD 83)
 FM0881_MARKER: 53 = ELEVATED TANK
 FM0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0881+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 FM0881
 FM0881  HISTORY     - Date     Condition        Report By
 FM0881  HISTORY     - 1953     FIRST OBSERVED   CGS
 FM0881  HISTORY     - 20040808 GOOD             USPSQD
 FM0881
 FM0881                          STATION DESCRIPTION
 FM0881
 FM0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0881'THE TANK IS LOCATED IN THE SOUTHWEST PART OF THE VILLAGE OF
 FM0881'HARTLEY.
 FM0881'
 FM0881'THE TANK IS A BLACK, STEEL TANK MOUNTED ON A FOUR LEGGED
 FM0881'STEEL STRUCTURE, AND IS ABOUT 75 FEET HIGH.  THE BALL ON
 FM0881'TOP OF THE TANK WAS INTERSECTED.
 FM0881
 FM0881                          STATION RECOVERY (2004)
 FM0881
 FM0881'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 FM0881'RECOVERED AS DESCRIBED. THE TANK IS PAINTED WHITE WITH BLACK LETTERS
 FM0881'AND IS LOCATED AT THE CORNER OF WHITE AND 9TH STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0531 ***********************************************************************
 BP0531  CBN         -  This is a Cooperative Base Network Control Station.
 BP0531  DESIGNATION -  HARVARD
 BP0531  PID         -  BP0531
 BP0531  STATE/COUNTY-  TX/JEFF DAVIS
 BP0531  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0531
 BP0531                         *CURRENT SURVEY CONTROL
 BP0531  ___________________________________________________________________
 BP0531* NAD 83(1993)-  30 38 10.97530(N)    103 56 50.41216(W)     ADJUSTED  
 BP0531* NAVD 88     -      1603.901  (meters)    5262.13   (feet)  ADJUSTED  
 BP0531  ___________________________________________________________________
 BP0531  X           -  -1,324,219.971 (meters)                     COMP
 BP0531  Y           -  -5,332,029.903 (meters)                     COMP
 BP0531  Z           -   3,232,079.449 (meters)                     COMP
 BP0531  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BP0531  ELLIP HEIGHT-        1582.78  (meters)          (04/03/92) GPS OBS
 BP0531  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0531  DYNAMIC HT  -        1601.243 (meters)    5253.41  (feet)  COMP
 BP0531  MODELED GRAV-     978,926.6   (mgal)                       NAVD 88
 BP0531  OBS GRAVITY -     978,927.3   (mgal)                       GRAV_OBS
 BP0531
 BP0531  HORZ ORDER  -  A
 BP0531  VERT ORDER  -  FIRST     CLASS I
 BP0531  ELLP ORDER  -  FIRST     CLASS I
 BP0531
 BP0531.The horizontal coordinates were established by VLBI observations
 BP0531.and local terrestrial surveys and adjusted by the
 BP0531.National Geodetic Survey in April 1992..
 BP0531
 BP0531.The orthometric height was determined by differential leveling
 BP0531.and adjusted by the National Geodetic Survey in June 1991..
 BP0531
 BP0531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BP0531
 BP0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0531
 BP0531.The ellipsoidal height was determined by GPS observations
 BP0531.and is referenced to NAD 83.
 BP0531
 BP0531.The geoid height was determined by GEOID03.
 BP0531
 BP0531.The dynamic height is computed by dividing the NAVD 88
 BP0531.geopotential number by the normal gravity value computed on the
 BP0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0531.degrees latitude (g = 980.6199 gals.).
 BP0531
 BP0531.The modeled gravity was interpolated from observed gravity values.
 BP0531.The observed gravity was obtained from relative gravimeter ties
 BP0531.to the IGSN71 gravity network.
 BP0531
 BP0531;                    North         East     Units Scale Factor Converg.
 BP0531;SPC TX C     - 3,113,124.867   353,639.484   MT  0.99990191   -1 51 41.1
 BP0531;SPC TX C     -10,213,643.83  1,160,232.21   sFT  0.99990191   -1 51 41.1
 BP0531;UTM  13      - 3,389,777.314   600,875.659   MT  0.99972553   +0 32 11.3
 BP0531
 BP0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0531!SPC TX C     -   0.99975150  x   0.99990191  =   0.99965344
 BP0531!UTM  13      -   0.99975150  x   0.99972553  =   0.99947710
 BP0531
 BP0531|---------------------------------------------------------------------|
 BP0531| PID    Reference Object                     Distance      Geod. Az  |
 BP0531|                                                           dddmmss.s |
 BP0531| BP0539 HARVARD RM 1                         26.059 METERS 01506     |
 BP0531| BQ0410 BLUE RM 3                           APPROX.10.7 KM 2223707.7 |
 BP0531| BP0535 MCIVOR                              APPROX. 1.5 KM 2630823.0 |
 BP0531| BP0537 HARVARD RM 2                         23.732 METERS 26552     |
 BP0531|---------------------------------------------------------------------|
 BP0531
 BP0531                          SUPERSEDED SURVEY CONTROL
 BP0531
 BP0531  NAD 83(1986)-  30 38 10.97498(N)    103 56 50.41269(W) AD(       ) 1
 BP0531  NAD 27      -  30 38 10.42409(N)    103 56 48.74828(W) AD(       ) 1
 BP0531  NGVD 29 (??/??/92) 1603.314  (m)         5260.21   (f) ADJ UNCH    1 1
 BP0531
 BP0531.Superseded values are not recommended for survey control.
 BP0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0531.See file dsdata.txt to determine how the superseded data were derived.
 BP0531
 BP0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0087689777(NAD 83)
 BP0531_MARKER: DS = TRIANGULATION STATION DISK
 BP0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0531_SP_SET: CONCRETE POST
 BP0531_STAMPING: HARVARD 1977
 BP0531_MARK LOGO: NGS   
 BP0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0531+STABILITY: SURFACE MOTION
 BP0531
 BP0531  HISTORY     - Date     Condition        Report By
 BP0531  HISTORY     - 1977     MONUMENTED       NGS
 BP0531  HISTORY     - 1977     GOOD             NGS
 BP0531  HISTORY     - 1980     GOOD             NGS
 BP0531  HISTORY     - 1987     GOOD             NGS
 BP0531  HISTORY     - 19961007 GOOD             USPSQD
 BP0531  HISTORY     - 20030322 GOOD             USPSQD
 BP0531
 BP0531                          STATION DESCRIPTION
 BP0531
 BP0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (WVM)
 BP0531'THE STATION IS ABOUT 4-1/2 MILES EAST-SOUTHEAST OF THE MCDONALD
 BP0531'OBSERVATORY ATOP MOUNT LOCKE, 5 MILES NORTHWEST OF FORT DAVIS
 BP0531'AND ON PROPERTY OWNED BY THE HARVARD UNIVERSITY. PERMISSION FOR
 BP0531'THE STATION WAS GRANTED BY RICHARD H. ELLIS, HARVARD RADIO
 BP0531'ASTRONOMY STATION, FORT DAVIS, TEXAS (PHONE 915 426 3322).
 BP0531'
 BP0531'TO REACH THE STATION FROM THE POST OFFICE IN FORT DAVIS, GO
 BP0531'NORTHERLY ON STATE HIGHWAYS 17 AND 118 FOR 1.3 MILES TO A FORK
 BP0531'BEAR LEFT AND GO NORTHERLY ON STATE HIGHWAY 118 FOR 4.25 MILES
 BP0531'TO A GRAVEL RANCH ROAD RIGHT, JUST BEFORE REACHING THE PRUDE
 BP0531'RANCH ENTRANCE. TURN RIGHT AND GO NORTHEASTERLY ON THE
 BP0531'GRAVEL RANCH ROAD FOR 1.3 MILES TO A FORK, KEEP THE RIGHT FORK
 BP0531'AND FOLLOW THE MAIN TRAVELED ROAD FOR 0.35 MILE TO A CATTLE
 BP0531'GUARD AND A FORK JUST BEYOND. KEEP THE LEFT FORK AND GO
 BP0531'NORTHERLY FOR 0.15 MILE TO THE OFFICE AND THE STATION IN BACK
 BP0531'OF THE OFFICE BUILDING.
 BP0531'
 BP0531'STATION MARKS, STAMPED---HARVARD 1977---, ARE STANDARD DISKS.
 BP0531'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BP0531'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE
 BP0531'UNDERGROUND DISK IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS
 BP0531'2.5 FEET BELOW THE GROUND. THEY ARE 67 FEET NORTH OF THE
 BP0531'NORTHWEST CORNER OF A SHED, 78 FEET EAST-NORTHEAST OF THE
 BP0531'NORTHEAST CORNER OF A CONCRETE SLAB COVERING A WELL, 85 FEET
 BP0531'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE SLAB
 BP0531'UNDER A LARGE RADIO TELESCOPE AND 59.5 FEET WEST-NORTHWEST OF
 BP0531'THE SOUTHWEST CORNER OF A MAINTENANCE BUILDING.
 BP0531'
 BP0531'REFERENCE MARK 1, STAMPED---HARVARD NO 1 1977---, IS A STANDARD
 BP0531'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION OF THE
 BP0531'SOUTHERNMOST LEG OF THE RADIO TELESCOPE. IT IS 4 FEET SOUTHWEST
 BP0531'OF THE SOUTHERNMOST LEG OF THE RADIO TELESCOPE.
 BP0531'
 BP0531'REFERENCE MARK 2, STAMPED---HARVARD NO 2 1977---, IS A STANDARD
 BP0531'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE WALL OF A WELL. IT
 BP0531'IT IS 78 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 BP0531'SHED, 120 FEET WEST OF THE SOUTHWEST CORNER OF THE MAINTENANCE
 BP0531'BUILDING AND 126 FEET SOUTHWEST OF THE SOUTHERNMOST LEG
 BP0531'OF THE RADIO TELESCOPE.
 BP0531'
 BP0531'STATION MCIVOR CAN BE USED FOR AN AZIMUTH MARK.
 BP0531'
 BP0531'THE HEIGHT OF LIGHT SHOWN FROM ABOVE THE MARK WAS 1.0 METER.
 BP0531
 BP0531                          STATION RECOVERY (1977)
 BP0531
 BP0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0531'8.75 MI NW FROM FORT DAVIS.
 BP0531'ABOUT 5.60 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0531'COURTHOUSE AT FORT DAVIS, THENCE 2.3 MILES NORTHEAST ALONG A
 BP0531'GRAVELED ROAD LEADING TO THE HARVARD UNIVERSITY ASTRONOMY STATION, AT
 BP0531'THE UNIVERSITY STATION, 60 FT. NORTHWEST OF THE SOUTHWEST CORNER
 BP0531'OF THE LARGER OF THREE BUILDINGS, 90 FT. SOUTH OF SOUTHEAST LEG
 BP0531'OF THE LARGER RADIO ANTENNA.
 BP0531
 BP0531                          STATION RECOVERY (1980)
 BP0531
 BP0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BP0531'RECOVERED IN GOOD CONDITION.
 BP0531
 BP0531                          STATION RECOVERY (1987)
 BP0531
 BP0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BP0531'RECOVERED IN GOOD CONDITION.
 BP0531
 BP0531                          STATION RECOVERY (1996)
 BP0531
 BP0531'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0531'RECOVERED IN GOOD CONDITION.
 BP0531
 BP0531                          STATION RECOVERY (2003)
 BP0531
 BP0531'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0539 ***********************************************************************
 BP0539  DESIGNATION -  HARVARD RM 1
 BP0539  PID         -  BP0539
 BP0539  STATE/COUNTY-  TX/JEFF DAVIS
 BP0539  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0539
 BP0539                         *CURRENT SURVEY CONTROL
 BP0539  ___________________________________________________________________
 BP0539* NAD 83(1986)-  30 38 11.     (N)    103 56 51.     (W)     SCALED    
 BP0539* NAVD 88     -      1603.548  (meters)    5260.97   (feet)  ADJUSTED  
 BP0539  ___________________________________________________________________
 BP0539  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0539  DYNAMIC HT  -        1600.891 (meters)    5252.26  (feet)  COMP
 BP0539  MODELED GRAV-     978,927.1   (mgal)                       NAVD 88
 BP0539
 BP0539  VERT ORDER  -  FIRST     CLASS I
 BP0539
 BP0539.The horizontal coordinates were scaled from a topographic map and have
 BP0539.an estimated accuracy of +/- 6 seconds.
 BP0539
 BP0539.The orthometric height was determined by differential leveling
 BP0539.and adjusted by the National Geodetic Survey in June 1991..
 BP0539
 BP0539.The geoid height was determined by GEOID03.
 BP0539
 BP0539.The dynamic height is computed by dividing the NAVD 88
 BP0539.geopotential number by the normal gravity value computed on the
 BP0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0539.degrees latitude (g = 980.6199 gals.).
 BP0539
 BP0539.The modeled gravity was interpolated from observed gravity values.
 BP0539
 BP0539;                    North         East    Units  Estimated Accuracy
 BP0539;SPC TX C     - 3,113,130.      353,620.      MT  (+/- 180 meters Scaled)
 BP0539
 BP0539                          SUPERSEDED SURVEY CONTROL
 BP0539
 BP0539  NGVD 29 (??/??/92) 1602.962  (m)         5259.05   (f) ADJ UNCH    1 1
 BP0539
 BP0539.Superseded values are not recommended for survey control.
 BP0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0539.See file dsdata.txt to determine how the superseded data were derived.
 BP0539
 BP0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP008897(NAD 83)
 BP0539_MARKER: DR = REFERENCE MARK DISK
 BP0539_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BP0539+WITH SETTING: PAVEMENT
 BP0539_SP_SET: CONCRETE SLAB
 BP0539_STAMPING: HARVARD NO 1 1977
 BP0539_MARK LOGO: NGS   
 BP0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0539+STABILITY: SURFACE MOTION
 BP0539
 BP0539  HISTORY     - Date     Condition        Report By
 BP0539  HISTORY     - 1977     MONUMENTED       NGS
 BP0539  HISTORY     - 1977     GOOD             NGS
 BP0539  HISTORY     - 1980     GOOD             NGS
 BP0539  HISTORY     - 1987     GOOD             NGS
 BP0539  HISTORY     - 1988     GOOD             USPSQD
 BP0539  HISTORY     - 19961007 GOOD             USPSQD
 BP0539  HISTORY     - 20030322 GOOD             USPSQD
 BP0539
 BP0539                          STATION DESCRIPTION
 BP0539
 BP0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0539'8.75 MI NW FROM FORT DAVIS.
 BP0539'ABOUT 5.60 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0539'COURTHOUSE AT FORT DAVIS, THENCE ABOUT 2.3 MILES NORTHEAST ALONG
 BP0539'A GRAVELED ROAD LEADING TO THE HARVARD UNIVERSITY ASTRONOMY
 BP0539'STATION, AT THE UNIVERSITY STATION, AT THE WEST END OF THE
 BP0539'SOUTHWEST LEG FOUNDATION OF LARGER OF 3 RADIO ANTENNAS, 120 FT.
 BP0539'NORTH OF THE NORTHWEST CORNER OF THE LARGEST OF THREE BUILDINGS,
 BP0539'3 FT. WEST OF THE SOUTHWEST ANTENNA LEG.
 BP0539
 BP0539                          STATION RECOVERY (1980)
 BP0539
 BP0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BP0539'RECOVERED IN GOOD CONDITION.
 BP0539
 BP0539                          STATION RECOVERY (1987)
 BP0539
 BP0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BP0539'RECOVERED IN GOOD CONDITION.
 BP0539
 BP0539                          STATION RECOVERY (1988)
 BP0539
 BP0539'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0539'RECOVERED IN GOOD CONDITION.
 BP0539
 BP0539                          STATION RECOVERY (1996)
 BP0539
 BP0539'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0539'RECOVERED IN GOOD CONDITION.
 BP0539
 BP0539                          STATION RECOVERY (2003)
 BP0539
 BP0539'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0537 ***********************************************************************
 BP0537  DESIGNATION -  HARVARD RM 2
 BP0537  PID         -  BP0537
 BP0537  STATE/COUNTY-  TX/JEFF DAVIS
 BP0537  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0537
 BP0537                         *CURRENT SURVEY CONTROL
 BP0537  ___________________________________________________________________
 BP0537* NAD 83(1986)-  30 38 12.     (N)    103 56 52.     (W)     SCALED    
 BP0537* NAVD 88     -      1603.915  (meters)    5262.18   (feet)  ADJUSTED  
 BP0537  ___________________________________________________________________
 BP0537  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0537  DYNAMIC HT  -        1601.256 (meters)    5253.45  (feet)  COMP
 BP0537  MODELED GRAV-     978,926.5   (mgal)                       NAVD 88
 BP0537
 BP0537  VERT ORDER  -  FIRST     CLASS I
 BP0537
 BP0537.The horizontal coordinates were scaled from a topographic map and have
 BP0537.an estimated accuracy of +/- 6 seconds.
 BP0537
 BP0537.The orthometric height was determined by differential leveling
 BP0537.and adjusted by the National Geodetic Survey in June 1991..
 BP0537
 BP0537.The geoid height was determined by GEOID03.
 BP0537
 BP0537.The dynamic height is computed by dividing the NAVD 88
 BP0537.geopotential number by the normal gravity value computed on the
 BP0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0537.degrees latitude (g = 980.6199 gals.).
 BP0537
 BP0537.The modeled gravity was interpolated from observed gravity values.
 BP0537
 BP0537;                    North         East    Units  Estimated Accuracy
 BP0537;SPC TX C     - 3,113,160.      353,600.      MT  (+/- 180 meters Scaled)
 BP0537
 BP0537                          SUPERSEDED SURVEY CONTROL
 BP0537
 BP0537  NGVD 29 (??/??/92) 1603.328  (m)         5260.25   (f) ADJ UNCH    1 1
 BP0537
 BP0537.Superseded values are not recommended for survey control.
 BP0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0537.See file dsdata.txt to determine how the superseded data were derived.
 BP0537
 BP0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP008898(NAD 83)
 BP0537_MARKER: DR = REFERENCE MARK DISK
 BP0537_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BP0537+WITH SETTING: PAVEMENT
 BP0537_SP_SET: CONCRETE SLAB
 BP0537_STAMPING: HARVARD NO 2 1977
 BP0537_MARK LOGO: NGS   
 BP0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0537+STABILITY: SURFACE MOTION
 BP0537
 BP0537  HISTORY     - Date     Condition        Report By
 BP0537  HISTORY     - 1977     MONUMENTED       NGS
 BP0537  HISTORY     - 1977     GOOD             NGS
 BP0537  HISTORY     - 1980     GOOD             NGS
 BP0537  HISTORY     - 1987     GOOD             NGS
 BP0537  HISTORY     - 1988     GOOD             USPSQD
 BP0537  HISTORY     - 19961007 GOOD             USPSQD
 BP0537  HISTORY     - 20030322 GOOD             USPSQD
 BP0537
 BP0537                          STATION DESCRIPTION
 BP0537
 BP0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0537'8.75 MI NW FROM FORT DAVIS.
 BP0537'ABOUT 5.60 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0537'COURTHOUSE AT FORT DAVIS, THENCE ABOUT 2.3 MILES NORTHEAST ALONG A
 BP0537'GRAVELED ROAD LEADING TO THE HARVARD UNIVERSITY ASTRONOMY STATION,
 BP0537'AT THE UNIVERSITY STATION, 120 FT. WEST NORTHWEST OF THE SOUTHWEST
 BP0537'LEG OF A LARGER RADIO ANTENNA, 250 FT. SOUTH OF A T-FENCE, 105
 BP0537'FT. SOUTHEAST OF SOUTHEAST LEG OF THE MEDIUM ANTENNA, AT THE CORNER
 BP0537'OF A CONCRETE SLAB.
 BP0537
 BP0537                          STATION RECOVERY (1980)
 BP0537
 BP0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BP0537'RECOVERED IN GOOD CONDITION.
 BP0537
 BP0537                          STATION RECOVERY (1987)
 BP0537
 BP0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BP0537'RECOVERED IN GOOD CONDITION.
 BP0537
 BP0537                          STATION RECOVERY (1988)
 BP0537
 BP0537'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0537'RECOVERED IN GOOD CONDITION.
 BP0537
 BP0537                          STATION RECOVERY (1996)
 BP0537
 BP0537'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0537'RECOVERED IN GOOD CONDITION.
 BP0537
 BP0537                          STATION RECOVERY (2003)
 BP0537
 BP0537'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0812 ***********************************************************************
 BP0812  CBN         -  This is a Cooperative Base Network Control Station.
 BP0812  DESIGNATION -  HARVARD RM 3
 BP0812  PID         -  BP0812
 BP0812  STATE/COUNTY-  TX/JEFF DAVIS
 BP0812  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0812
 BP0812                         *CURRENT SURVEY CONTROL
 BP0812  ___________________________________________________________________
 BP0812* NAD 83(1993)-  30 38 08.88079(N)    103 56 49.43007(W)     ADJUSTED  
 BP0812* NAVD 88     -      1606.3    (meters)    5270.     (feet)  VERTCON   
 BP0812  ___________________________________________________________________
 BP0812  X           -  -1,324,202.985 (meters)                     COMP
 BP0812  Y           -  -5,332,070.037 (meters)                     COMP
 BP0812  Z           -   3,232,025.109 (meters)                     COMP
 BP0812  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BP0812  ELLIP HEIGHT-        1585.08  (meters)          (12/21/93) GPS OBS
 BP0812  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0812
 BP0812  HORZ ORDER  -  A
 BP0812  ELLP ORDER  -  FOURTH    CLASS I
 BP0812
 BP0812.The horizontal coordinates were established by VLBI observations
 BP0812.and local terrestrial surveys and adjusted by the
 BP0812.National Geodetic Survey in April 1992..
 BP0812
 BP0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0812
 BP0812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BP0812
 BP0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0812
 BP0812.The ellipsoidal height was determined by GPS observations
 BP0812.and is referenced to NAD 83.
 BP0812
 BP0812.The geoid height was determined by GEOID03.
 BP0812
 BP0812;                    North         East     Units Scale Factor Converg.
 BP0812;SPC TX C     - 3,113,059.557   353,663.525   MT  0.99990197   -1 51 40.6
 BP0812;SPC TX C     -10,213,429.56  1,160,311.08   sFT  0.99990197   -1 51 40.6
 BP0812;UTM  13      - 3,389,713.078   600,902.407   MT  0.99972560   +0 32 11.8
 BP0812
 BP0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0812!SPC TX C     -   0.99975114  x   0.99990197  =   0.99965314
 BP0812!UTM  13      -   0.99975114  x   0.99972560  =   0.99947681
 BP0812
 BP0812                          SUPERSEDED SURVEY CONTROL
 BP0812
 BP0812  ELLIP H (04/03/92) 1585.08   (m)                       GP(       ) 1 1
 BP0812  NAD 83(1986)-  30 38 08.88102(N)    103 56 49.43057(W) AD(       ) 1
 BP0812  NGVD 29 (??/??/??) 1605.7    (m)         5268.     (f) GPS OBS        
 BP0812
 BP0812.Superseded values are not recommended for survey control.
 BP0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0812.See file dsdata.txt to determine how the superseded data were derived.
 BP0812
 BP0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0090289713(NAD 83)
 BP0812_MARKER: Z = SEE DESCRIPTION
 BP0812_SETTING: 0 = UNSPECIFIED SETTING
 BP0812_MARK LOGO: NONE  
 BP0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0812+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1990
 BP0812
 BP0812  HISTORY     - Date     Condition        Report By
 BP0812  HISTORY     - UNK      MONUMENTED       RBNF
 BP0812  HISTORY     - 19900409 GOOD
 BP0812  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BP0812  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0812
 BP0812                          STATION DESCRIPTION
 BP0812
 BP0812'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 BP0812'THE FORT DAVIS SITE IS LOCATED AT THE GEORGE R. AGASSIZ
 BP0812'STATION (GRAS) IN THE VALLEY BELOW MOUNT LOCKE.  A FIXED 26-METER
 BP0812'POLARIS ANTENNA (HRAS 085) IS USED FOR VLBI MEASUREMENTS.  THE
 BP0812'GEODETIC TIE BETWEEN FORT DAVIS (GRAS) AND THE MCDONALD OBSERVATORY
 BP0812'IS ACCURATE ENOUGH TO USE THESE TWO SITES IN INTERCOMPARISON
 BP0812'EXPERIMENTS.
 BP0812'INFORMATION ON THE SPECIFIC MARK IS NOT YET AVAILABLE.
 BP0812
 BP0812                          STATION RECOVERY (1990)
 BP0812
 BP0812'RECOVERED 1990
 BP0812'RECOVERED IN GOOD CONDITION.
 BP0812
 BP0812                          STATION RECOVERY (1996)
 BP0812
 BP0812'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0812'MARK NOT FOUND.
 BP0812
 BP0812                          STATION RECOVERY (2003)
 BP0812
 BP0812'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0811 ***********************************************************************
 BP0811  CBN         -  This is a Cooperative Base Network Control Station.
 BP0811  DESIGNATION -  HARVARD RM 4
 BP0811  PID         -  BP0811
 BP0811  STATE/COUNTY-  TX/JEFF DAVIS
 BP0811  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0811
 BP0811                         *CURRENT SURVEY CONTROL
 BP0811  ___________________________________________________________________
 BP0811* NAD 83(1993)-  30 38 09.57954(N)    103 56 49.08414(W)     ADJUSTED  
 BP0811* NAVD 88     -      1605.9    (meters)    5269.     (feet)  GPS OBS   
 BP0811  ___________________________________________________________________
 BP0811  X           -  -1,324,191.322 (meters)                     COMP
 BP0811  Y           -  -5,332,061.304 (meters)                     COMP
 BP0811  Z           -   3,232,043.440 (meters)                     COMP
 BP0811  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BP0811  ELLIP HEIGHT-        1584.71  (meters)          (10/23/00) GPS OBS
 BP0811  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0811
 BP0811  HORZ ORDER  -  A
 BP0811  ELLP ORDER  -  FOURTH    CLASS II
 BP0811
 BP0811.The horizontal coordinates were established by VLBI observations
 BP0811.and local terrestrial surveys and adjusted by the
 BP0811.National Geodetic Survey in April 1992..
 BP0811
 BP0811.The orthometric height was determined by GPS observations and a
 BP0811.high-resolution geoid model.
 BP0811
 BP0811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BP0811
 BP0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0811
 BP0811.The ellipsoidal height was determined by GPS observations
 BP0811.and is referenced to NAD 83.
 BP0811
 BP0811.The geoid height was determined by GEOID03.
 BP0811
 BP0811;                    North         East     Units Scale Factor Converg.
 BP0811;SPC TX C     - 3,113,080.763   353,673.430   MT  0.99990195   -1 51 40.4
 BP0811;SPC TX C     -10,213,499.14  1,160,343.58   sFT  0.99990195   -1 51 40.4
 BP0811;UTM  13      - 3,389,734.676   600,911.414   MT  0.99972562   +0 32 11.9
 BP0811
 BP0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0811!SPC TX C     -   0.99975120  x   0.99990195  =   0.99965317
 BP0811!UTM  13      -   0.99975120  x   0.99972562  =   0.99947689
 BP0811
 BP0811                          SUPERSEDED SURVEY CONTROL
 BP0811
 BP0811  ELLIP H (07/24/97) 1584.69   (m)                       GP(       ) 1 1
 BP0811  ELLIP H (05/09/94) 1584.75   (m)                       GP(       ) 4 2
 BP0811  ELLIP H (12/21/93) 1584.75   (m)                       GP(       ) 4 1
 BP0811  ELLIP H (04/03/92) 1584.75   (m)                       GP(       ) 1 1
 BP0811  NAD 83(1986)-  30 38 09.57976(N)    103 56 49.08467(W) AD(       ) 1
 BP0811  NGVD 29 (??/??/??) 1605.4    (m)         5267.     (f) GPS OBS        
 BP0811
 BP0811.Superseded values are not recommended for survey control.
 BP0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0811.See file dsdata.txt to determine how the superseded data were derived.
 BP0811
 BP0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0091189735(NAD 83)
 BP0811_MARKER: DR = REFERENCE MARK DISK
 BP0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0811_SP_SET: CONCRETE POST
 BP0811_STAMPING: HARVARD NO 4 1980
 BP0811_MARK LOGO: NGS   
 BP0811_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BP0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0811+STABILITY: SURFACE MOTION
 BP0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0811+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1993
 BP0811
 BP0811  HISTORY     - Date     Condition        Report By
 BP0811  HISTORY     - UNK      MONUMENTED
 BP0811  HISTORY     - 19890214 GOOD             NGS
 BP0811  HISTORY     - 19930222 GOOD             NGS
 BP0811  HISTORY     - 19961007 GOOD             USPSQD
 BP0811  HISTORY     - 19970303 GOOD             NGS
 BP0811  HISTORY     - 20030322 GOOD             USPSQD
 BP0811
 BP0811                          STATION DESCRIPTION
 BP0811
 BP0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 BP0811'THE STATION IS LOCATED ABOUT 11.8 KM (7.35 MI) NORTHWEST OF FORT
 BP0811'DAVIS, 2.9 KM (1.80 MI) NORTH OF STATE HIGHWAY 118, AT THE HARVARD
 BP0811'UNIVERSITY RADIO ASTRONOMY STATION.  OWNERSHIP--UNKNOWN.
 BP0811'TO REACH THE STATION FROM THE POST OFFICE IN FORT DAVIS, GO NORTHERLY
 BP0811'ON STATE HIGHWAYS 17 AND 118 FOR 2.1 KM (1.30 MI) TO A FORK.  BEAR
 BP0811'LEFT AND GO NORTHERLY ON A WINDING STATE HIGHWAY 118 FOR 6.8 KM
 BP0811'(4.25 MI) TO A GRAVEL RANCH ROAD ON THE RIGHT, JUST BEFORE REACHING
 BP0811'THE ENTRANCE TO THE PRUDE RANCH.  TURN RIGHT, CROSS A CATTLE GUARD,
 BP0811'AND GO NORTHERLY ON A GRAVELED RANCH ROAD (STAY ON MAIN ROAD) FOR 2.7
 BP0811'KM (1.70 MI) TO A CATTLE GUARD.  CROSS THE CATTLE GUARD, TURN LEFT,
 BP0811'AND GO ON A TRACK ROAD TO THE HARVARD UNIVERSITY RADIO ASTRONOMY
 BP0811'STATION OFFICE BUILDING ON THE LEFT AND THE STATION ON THE RIGHT.
 BP0811'THE STATION IS INSIDE A SQUARE 3 FOOT HIGH RAILING, SET FLUSH WITH THE
 BP0811'GROUND.  IT IS 28.4 M (93.2 FT) EAST-SOUTHEAST OF THE SOUTHWEST CORNER
 BP0811'OF A CONCRETE SLAB SUPPORTING AN AIR CONDITIONER, 27.1 M (88.9 FT)
 BP0811'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A LOG PERIODIC ANTENNA BASE,
 BP0811'AND 26.6 M (87.3 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 BP0811'OFFICE BUILDING.
 BP0811'DESCRIBED BY R.D.B.
 BP0811
 BP0811                          STATION RECOVERY (1993)
 BP0811
 BP0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BP0811'MARK IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF FORT DAVIS, 8 KM
 BP0811'(4.95 MI) SOUTHEAST OF MOUNT LOCKE (MCDONALD OBSERVATORY), ADJACENT
 BP0811'TO THE FORMER OBSERVATORY OFFICE BUILDING.  THE BUILDING IS BEING
 BP0811'CONVERTED TO A MACHINE SHOP TO BE OCCUPIED BY SOLAMOTOR TEXAS, INC.
 BP0811'(WATER DRILLING) OF FORT DAVIS.  AREA IS UNDER CONSTRUCTION AND A
 BP0811'PHONE HAS NOT BEEN INSTALLED.  OWNERSHIP--H. E. SPROUL, BOX 833, FORT
 BP0811'DAVIS, TX 79734.  PHONE IS 915-426-3333 OR 3256.
 BP0811'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 118 ON THE NORTH
 BP0811'SIDE OF FORT DAVIS, GO WESTERLY ON HIGHWAY 118 FOR 4.53 KM (2.80 MI)
 BP0811'TO PARK ROAD 3 ON THE LEFT AT A STATE PARK.  CONTINUE AHEAD FOR 2.59
 BP0811'KM (1.60 MI) TO A GRADED ROAD RIGHT JUST BEFORE REACHING THE ENTRANCE
 BP0811'TO THE PRUDE RANCH ON THE RIGHT.  TURN RIGHT, NORTHERLY, ON GRADED
 BP0811'ROAD (SPROUL ROAD) FOR 1.61 KM (1.00 MI) TO A FORK.  KEEP LEFT, MAIN
 BP0811'ROAD, UPGRADE FOR 1.90 KM (1.20 MI) TO A CATTLE GUARD.  CROSS CATTLE
 BP0811'GUARD THEN TURN LEFT, NORTHWEST THEN NORTHEAST, ON DIRT ROAD FOR 0.25
 BP0811'KM (0.15 MI) TO THE GLASS-WALLED BUILDING AND THE STATION ON THE
 BP0811'RIGHT.
 BP0811'MARK IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST RECESSED 1 CM
 BP0811'BELOW GROUND.  IT IS 26.5 M (86.9 FT) SOUTH-SOUTHEAST OF THE
 BP0811'SOUTHEAST CORNER OF THE FORMER OFFICE BUILDING, 22.0 M (72.2 FT)
 BP0811'SOUTH-SOUTHEAST OF THE ROAD CENTER, 25.8 M (84.6 FT) WEST OF THE WEST
 BP0811'CORNER OF A SMALL CONCRETE PAD AND 27.1 M (88.9 FT) EAST OF THE
 BP0811'NORTHEAST CORNER OF A 3 M (9.8 FT) SQUARE CONCRETE PAD WITH BASE OF A
 BP0811'MAST IN THE CONCRETE.
 BP0811
 BP0811                          STATION RECOVERY (1996)
 BP0811
 BP0811'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0811'RECOVERED IN GOOD CONDITION.
 BP0811
 BP0811                          STATION RECOVERY (1997)
 BP0811
 BP0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD)
 BP0811'ALL DISTANCES AND DIRECTIONS TO THE MARK ARE GOOD, AS ARE THE TO REACH
 BP0811'DIRECTIONS AND DISTANCES.
 BP0811
 BP0811                          STATION RECOVERY (2003)
 BP0811
 BP0811'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0949 ***********************************************************************
 BM0949  DESIGNATION -  HARVEY
 BM0949  PID         -  BM0949
 BM0949  STATE/COUNTY-  TX/BRAZOS
 BM0949  USGS QUAD   -  RELIANCE (1980)
 BM0949
 BM0949                         *CURRENT SURVEY CONTROL
 BM0949  ___________________________________________________________________
 BM0949* NAD 83(1993)-  30 40 40.46021(N)    096 14 43.34136(W)     ADJUSTED  
 BM0949* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 BM0949  ___________________________________________________________________
 BM0949  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BM0949  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BM0949
 BM0949  HORZ ORDER  -  SECOND
 BM0949
 BM0949.The horizontal coordinates were established by classical geodetic methods
 BM0949.and adjusted by the National Geodetic Survey in February 1996..
 BM0949
 BM0949.The orthometric height was scaled from a topographic map.
 BM0949
 BM0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0949
 BM0949.The geoid height was determined by GEOID03.
 BM0949
 BM0949;                    North         East     Units Scale Factor Converg.
 BM0949;SPC TX C     - 3,119,297.192 1,091,595.480   MT  0.99989758   +2 06 19.9
 BM0949;SPC TX C     -10,233,894.20  3,581,342.84   sFT  0.99989758   +2 06 19.9
 BM0949;UTM  14      - 3,397,144.945   763,902.253   MT  1.00045922   +1 24 22.5
 BM0949
 BM0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0949!SPC TX C     -   0.99998909  x   0.99989758  =   0.99988667
 BM0949!UTM  14      -   0.99998909  x   1.00045922  =   1.00044830
 BM0949
 BM0949|---------------------------------------------------------------------|
 BM0949| PID    Reference Object                     Distance      Geod. Az  |
 BM0949|                                                           dddmmss.s |
 BM0949| CV7694 HARVEY RM 1                          30.495 METERS 18430     |
 BM0949| BM0955 COLLEGE STA TEX A AND M DOME        APPROX.11.4 KM 2330200.8 |
 BM0949| BM0953 COLLEGE STA TEX A AND M TANK        APPROX.11.4 KM 2333526.1 |
 BM0949| BM0954 COLLEGE STA TEX A AND M E STK       APPROX.11.4 KM 2342601.7 |
 BM0949| BM0951 COLLEGE STA TEX A AND M W STK       APPROX.11.4 KM 2343306.3 |
 BM0949| CV7695 HARVEY RM 2                          34.808 METERS 26549     |
 BM0949| BM0950 BRYAN MUNICIPAL TANK                APPROX.12.2 KM 2662327.6 |
 BM0949| CV7693 HARVEY AZ MK                                       2751552.2 |
 BM0949| BM0961 KURTEN LUTHERAN CHURCH SPIRE        APPROX.13.4 KM 3462827.5 |
 BM0949| BM0959 KURTEN ZION EVAN CHURCH SPIRE       APPROX.12.3 KM 3505344.6 |
 BM0949|---------------------------------------------------------------------|
 BM0949
 BM0949                          SUPERSEDED SURVEY CONTROL
 BM0949
 BM0949  NAD 83(1986)-  30 40 40.47389(N)    096 14 43.32257(W) AD(       ) 2
 BM0949  NAD 27      -  30 40 39.76400(N)    096 14 42.46100(W) AD(       ) 2
 BM0949
 BM0949.Superseded values are not recommended for survey control.
 BM0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0949.See file dsdata.txt to determine how the superseded data were derived.
 BM0949
 BM0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU6390297145(NAD 83)
 BM0949_MARKER: DS = TRIANGULATION STATION DISK
 BM0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0949
 BM0949  HISTORY     - Date     Condition        Report By
 BM0949  HISTORY     - 1943     MONUMENTED       CGS
 BM0949  HISTORY     - 1957     MARK NOT FOUND   CGS
 BM0949  HISTORY     - 1958     GOOD             CGS
 BM0949  HISTORY     - 1961     GOOD             USGS
 BM0949  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0949
 BM0949                          STATION DESCRIPTION
 BM0949
 BM0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0949'ABOUT 7.25 MILES E OF BRYAN AND 7.5 MILES NE OF COLLEGE
 BM0949'STATION ON A PROMINENT RIDGE ON PROPERTY OWNED BY MR. J.E.
 BM0949'WEEDON.  THE STATION IS 87 FEET N OF A 10-INCH OAK TREE AT
 BM0949'BOARD GATE, 63 FEET W OF A DRILLED WELL, AND 80 FEET N OF
 BM0949'TWO OAK TREES.  THE SURFACE MARK IS SET 14 INCHES UNDERGROUND
 BM0949'AND IS STAMPED HARVEY 1943.
 BM0949'
 BM0949'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0949'DISKS SET IN CONCRETE.
 BM0949'
 BM0949'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT E OF GATE
 BM0949'POST, 1 FOOT SE OF FENCE LINE, 30 FEET SE OF ROAD.  THE MARK
 BM0949'PROJECTS 3 INCHES.
 BM0949'
 BM0949'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT SE OF FENCE
 BM0949'LINE, 18 FEET SE OF ROAD, AND 108 FEET NW OF TWO 12-INCH
 BM0949'OAK TREES.  THE MARK PROJECTS 3 INCHES.
 BM0949'
 BM0949'THE AZIMUTH MARK IS 0.25 MILE W OF THE STATION IN THE ROAD
 BM0949'FENCE LINE.  THE MARK IS 33 FEET NW OF THE CENTER LINE OF
 BM0949'THE ROAD, 33 FEET E OF 14-INCH OAK TREE, AND 78 FEET SW OF
 BM0949'BOARD GATE LEADING TO FARMHOUSE.  IT IS REACHED FROM THE
 BM0949'STATION BY GOING 0.25 MILE NW, THEN TURN LEFT, SW 0.15 MILE
 BM0949'TO AZIMUTH ON NW SIDE OF ROAD.
 BM0949'
 BM0949'REACHED FROM THE NE CORNER OF THE COURTHOUSE IN BRYAN BY
 BM0949'GOING E ON E TWENTY-FIFTH STREET FOR 0.55 MILE TO HASWELL
 BM0949'DRIVE.  THEN TURN LEFT AND GO 0.1 MILE TO A FORKS.  TAKE
 BM0949'THE RIGHT FORK ON ASPHALT AND CONTINUE 0.75 MILE TO A REVERSE
 BM0949'Y.  CONTINUE E 1.8 MILES TO A SIDE ROAD RIGHT.  THEN TURN
 BM0949'RIGHT, SE, AND GO 2.9 MILES TO A SIDE ROAD LEFT.  THEN
 BM0949'TURN LEFT AND GO NE FOR 2.4 MILES TO A SIDE ROAD RIGHT.  TURN
 BM0949'RIGHT SE AND GO 0.25 MILE TO THE TOP OF THE RIDGE AND STATION
 BM0949'SITE.
 BM0949'
 BM0949'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF
 BM0949'THE STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BM0949'
 BM0949'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM0949
 BM0949                          STATION RECOVERY (1957)
 BM0949
 BM0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 BM0949'WAS UNABLE TO LOCATE STATION.  FROM THE AMOUNT OF DIGGING
 BM0949'EVIDENTLY SOMEONE ELSE HAD BEEN UNABLE TO LOCATE STATION
 BM0949'EITHER.  RECOVERED REFERENCE MARKS NO. 1 AND NO. 2.  DIRECTIONS
 BM0949'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 BM0949
 BM0949                          STATION RECOVERY (1958)
 BM0949
 BM0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HLM)
 BM0949'THE TRIANGULATION STATION MARKER, REFERENCE MARKER NO. 1
 BM0949'AND REFERENCE MARKER NO. 2, AS WELL AS THE AZIMUTH MARKER
 BM0949'WERE RECOVERED.  ALL WERE FOUND TO BE IN GOOD CONDITION.
 BM0949'
 BM0949'A DISCREPANCY WAS FOUND IN THE POSITION OF REFERENCE MARKER
 BM0949'NO 2.  THE RELATIVE LOCATION OF REFERENCE MARKER NO. 2 IS SHOWN
 BM0949'IN THE BOX SCORE.
 BM0949
 BM0949                          STATION RECOVERY (1961)
 BM0949
 BM0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BM0949'STATION HAS BEEN RECOVERED - OK.
 BM0949'
 BM0949'1ST PARAGRAPH OF DESCRIPTION OK EXCEPT OMIT WORDS AT BOARD
 BM0949'GATE.  PARAGRAPH DESCRIBING HOW TO DRIVE TO STA. REVISED
 BM0949'AS FOLLOWS--TO REACH FROM BRYAN COURTHOUSE, GO NORTH ALONG
 BM0949'U.S. 190 FOR TWO BLOCKS TO JCT. WITH FARM ROAD 158.  THENCE
 BM0949'EAST FOR 6.1 MI. ALONG FARM ROAD 158 TO JCT. WITH STATE
 BM0949'RT. 30.  THENCE 2.4 MI. NORTHEAST ALONG GRAVEL RD. TO T-RD.
 BM0949'SE.  THENCE RIGHT 0.2 MI. SOUTHEAST TO STA. R.M. 1 IS SOUTH
 BM0949'OF STA., 12 FT. SOUTHEAST OF 16 IN. OAK TREE, 32 FT. NORTHEAST
 BM0949'OF C/L RD., AND 13 FT. NORTHEAST OF FENCE.  R.M. 2 IS WEST
 BM0949'OF STA., ON FENCE LINE.  18 FT. NORTHEAST OF C/L RD., AND
 BM0949'108 FT...ETC.
 BM0949
 BM0949                          STATION RECOVERY (1994)
 BM0949
 BM0949'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1651 ***********************************************************************
 FL1651  DESIGNATION -  HARVEY
 FL1651  PID         -  FL1651
 FL1651  STATE/COUNTY-  TX/HUTCHINSON
 FL1651  USGS QUAD   -  PHILLIPS (1978)
 FL1651
 FL1651                         *CURRENT SURVEY CONTROL
 FL1651  ___________________________________________________________________
 FL1651* NAD 83(1993)-  35 41 29.06031(N)    101 16 04.04843(W)     ADJUSTED  
 FL1651* NAVD 88     -       943.     (meters)    3094.     (feet)  SCALED    
 FL1651  ___________________________________________________________________
 FL1651  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FL1651  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 FL1651
 FL1651  HORZ ORDER  -  THIRD
 FL1651
 FL1651.The horizontal coordinates were established by classical geodetic methods
 FL1651.and adjusted by the National Geodetic Survey in February 1996..
 FL1651
 FL1651.The orthometric height was scaled from a topographic map.
 FL1651
 FL1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1651
 FL1651.The geoid height was determined by GEOID03.
 FL1651
 FL1651;                    North         East     Units Scale Factor Converg.
 FL1651;SPC TX N     - 1,187,664.774   221,016.409   MT  0.99992223   +0 08 04.5
 FL1651;SPC TX N     - 3,896,530.18    725,118.00   sFT  0.99992223   +0 08 04.5
 FL1651;UTM  14      - 3,952,091.685   294,798.793   MT  1.00011890   -1 19 24.7
 FL1651
 FL1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1651!SPC TX N     -   0.99985617  x   0.99992223  =   0.99977841
 FL1651!UTM  14      -   0.99985617  x   1.00011890  =   0.99997505
 FL1651
 FL1651:                Primary Azimuth Mark                     Grid Az
 FL1651:SPC TX N     -  CREACY                                   023 08 48.7
 FL1651:UTM  14      -  CREACY                                   024 36 17.9
 FL1651
 FL1651|---------------------------------------------------------------------|
 FL1651| PID    Reference Object                     Distance      Geod. Az  |
 FL1651|                                                           dddmmss.s |
 FL1651| FL1648 CREACY                              APPROX. 3.2 KM 0231653.2 |
 FL1651|---------------------------------------------------------------------|
 FL1651
 FL1651                          SUPERSEDED SURVEY CONTROL
 FL1651
 FL1651  NAD 83(1993)-  35 41 29.06132(N)    101 16 04.04671(W) AD(       ) 3
 FL1651  NAD 83(1986)-  35 41 29.06743(N)    101 16 04.03763(W) AD(       ) 3
 FL1651  NAD 27      -  35 41 28.91457(N)    101 16 02.46017(W) AD(       ) 3
 FL1651
 FL1651.Superseded values are not recommended for survey control.
 FL1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1651.See file dsdata.txt to determine how the superseded data were derived.
 FL1651
 FL1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9479952092(NAD 83)
 FL1651_MARKER: DD = SURVEY DISK
 FL1651_SETTING: 0 = UNSPECIFIED SETTING
 FL1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1651
 FL1651  HISTORY     - Date     Condition        Report By
 FL1651  HISTORY     - 1952     MONUMENTED       USGS
 FL1651  HISTORY     - 1971     SEE DESCRIPTION  USGS
 FL1651
 FL1651                          STATION DESCRIPTION
 FL1651
 FL1651'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FL1651'TO REACH FROM BORGER POST OFFICE., GO S. 2 BLOCKS TO THIRD STREET AND
 FL1651'STATE HIGHWAY 152.  TURN LEFT E., GO 5.9 MI. TO FARM RD. 280.  TURN
 FL1651'LEFT N., GO 4.2 MI. TO WIDE CURVE TO LEFT ABOUT 0.2 MI. BEYOND GROCERY
 FL1651'STORE ON CORNER, AND RD. ON RIGHT.  CONTINUE STRAIGHT E., 0.4 MI. TO
 FL1651'RD. ON LEFT.  TURN LEFT N., GO 0.2 MI. TO LARGE BUILDING AND 4 TANKS
 FL1651'ON RIGHT.  TURN RIGHT E., ABOUT 100 FT. S. OF TANKS AND GO ABOUT 150
 FL1651'FT. TO STATION.
 FL1651'
 FL1651'STATION MARK - STANDARD TABLET SET IN CONCRETE POST STAMPED ---HARVEY
 FL1651'1952---.
 FL1651'
 FL1651'REFERENCE MARK NO.1 - 3/4 IN. IRON PIPE DRIVEN IN GROUND 146.00 FT.
 FL1651'DISTANT, N 04 DEG 50 MIN 37 SEC E.
 FL1651'
 FL1651'REFERENCE MARK NO.2 - 3/4 IN. IRON PIPE DRIVEN IN GROUND 125.00 FT.
 FL1651'DISTANT, N 88 DEG 03 MIN 52 SEC E.
 FL1651
 FL1651                          STATION RECOVERY (1971)
 FL1651
 FL1651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1651'REPORTED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0920 ***********************************************************************
 FM0920  DESIGNATION -  HARWELL
 FM0920  PID         -  FM0920
 FM0920  STATE/COUNTY-  TX/DEAF SMITH
 FM0920  USGS QUAD   -  BOISE (1966)
 FM0920
 FM0920                         *CURRENT SURVEY CONTROL
 FM0920  ___________________________________________________________________
 FM0920* NAD 83(1993)-  35 10 48.08013(N)    102 51 53.59324(W)     ADJUSTED  
 FM0920* NAVD 88     -      1330.8    (meters)    4366.     (feet)  VERTCON   
 FM0920  ___________________________________________________________________
 FM0920  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 FM0920  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 FM0920
 FM0920  HORZ ORDER  -  FIRST
 FM0920
 FM0920.The horizontal coordinates were established by classical geodetic methods
 FM0920.and adjusted by the National Geodetic Survey in February 1996..
 FM0920
 FM0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0920
 FM0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0920
 FM0920.The geoid height was determined by GEOID03.
 FM0920
 FM0920;                    North         East     Units Scale Factor Converg.
 FM0920;SPC TX N     - 1,131,765.803    75,689.429   MT  0.99991945   -0 47 27.6
 FM0920;SPC TX N     - 3,713,134.97    248,324.40   sFT  0.99991945   -0 47 27.6
 FM0920;UTM  13      - 3,895,094.814   694,420.173   MT  1.00006586   +1 13 49.9
 FM0920
 FM0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0920!SPC TX N     -   0.99979494  x   0.99991945  =   0.99971441
 FM0920!UTM  13      -   0.99979494  x   1.00006586  =   0.99986079
 FM0920
 FM0920|---------------------------------------------------------------------|
 FM0920| PID    Reference Object                     Distance      Geod. Az  |
 FM0920|                                                           dddmmss.s |
 FM0920| CJ7422 HARWELL RM 1                         38.262 METERS 03605     |
 FM0920| FM0903 AIRWAY BEACON 92                    APPROX.39.4 KM 0833454.8 |
 FM0920| CJ7421 HARWELL AZ MK                                      0845732.5 |
 FM0920| FM0947 GLENRIO WATER TANK                  APPROX.16.1 KM 2693051.7 |
 FM0920| FM0954 LOS ANGELES AMARILLO AWY BN 88      APPROX.28.7 KM 2742456.3 |
 FM0920| CJ7423 HARWELL RM 2                         18.172 METERS 30702     |
 FM0920|---------------------------------------------------------------------|
 FM0920
 FM0920                          SUPERSEDED SURVEY CONTROL
 FM0920
 FM0920  NAD 83(1993)-  35 10 48.08521(N)    102 51 53.58887(W) AD(       ) 1
 FM0920  NAD 83(1986)-  35 10 48.08695(N)    102 51 53.58587(W) AD(       ) 1
 FM0920  NAD 27      -  35 10 47.88200(N)    102 51 51.79600(W) AD(       ) 1
 FM0920  NGVD 29 (07/28/98) 1330.2    (m)         4364.     (f) VERT ANG       
 FM0920
 FM0920.Superseded values are not recommended for survey control.
 FM0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0920.See file dsdata.txt to determine how the superseded data were derived.
 FM0920
 FM0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU9442095095(NAD 83)
 FM0920_MARKER: DS = TRIANGULATION STATION DISK
 FM0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0920
 FM0920  HISTORY     - Date     Condition        Report By
 FM0920  HISTORY     - 1921     MONUMENTED       CGS
 FM0920  HISTORY     - 1934     GOOD             CGS
 FM0920  HISTORY     - 1966     GOOD             USGS
 FM0920
 FM0920                          STATION DESCRIPTION
 FM0920
 FM0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FM0920'STATION IS LOCATED ABOUT 12 MILES SW OF ADRIAN, A TOWN ON
 FM0920'THE CHICAGO, ROCK ISLAND AND GULF RAILWAY, ON PASTURE-LAND
 FM0920'OWNED BY LANDERGIN BROTHERS OF AMARILLO.  ABOUT 1/4 MILE W
 FM0920'OF FENCE LINE OF LAND BELONGING TO J.A. CHEATEM AND 1-3/4
 FM0920'MILES SW OF HIS RANCH HOUSE, ABOUT 1/4 MILE E OF THE W EDGE
 FM0920'OF THE CAP ROCK AND ON HIGHEST POINT OF GROUND IN THE VICINITY.
 FM0920'
 FM0920'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 FM0920'IN CONCRETE.
 FM0920'
 FM0920'TWO REFERENCE MARKS WERE SET, STANDARD BRONZE DISKS SET IN
 FM0920'CONCRETE.  NO. 1 IS 18.18 METERS (59.6 FEET) FROM
 FM0920'THE STATION.  NO. 2 IS 38.25 METERS
 FM0920'(125.5 FEET).
 FM0920'
 FM0920'THE BEARING TO GLENRIO WATER TANK S 89 DEG 31 MIN W.
 FM0920
 FM0920                          STATION RECOVERY (1934)
 FM0920
 FM0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0920'THE STATION WAS RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION
 FM0920'FOLLOWS--THE STATION IS LOCATED ABOUT 10 MILES SW OF ADRIAN
 FM0920'AND IS ON LAND OWNED BY THE LANDERGIN ESTATE, FRANK DONNEGAN,
 FM0920'OF AMARILLO, EXECUTOR.  IT IS IN SEC. 26, T 7 N, R 2 E, ON HIGH
 FM0920'PASTURE LAND WHICH BLUFFS SHARPLY 100 YARDS W OF THE STATION.
 FM0920'
 FM0920'THE STATION MARKS, STAMPED HARWELL 1921,
 FM0920'PROJECTS 2 INCHES AND IS IN GOOD CONDITION.
 FM0920'
 FM0920'REFERENCE MARK NO. 1 STAMPED HARWELL 1921, (6 IN
 FM0920'SQUARE) IS FLUSH WITH THE GROUND AND IS IN GOOD CONDITION.
 FM0920'IT IS W OF THE STATION.
 FM0920'
 FM0920'REFERENCE MARK NO. 2 STAMPED HARWELL 1921, (6 IN
 FM0920'SQUARE) IS FLUSH WITH THE GROUND AND IS IN GOOD CONDITION.
 FM0920'IT IS N OF THE STATION.
 FM0920'
 FM0920'THE AZIMUTH MARK, STAMPED HARWELL AZIMUTH 1934 IS A STANDARD
 FM0920'BRONZE DISK SET IN A SQUARE CONCRETE MONUMENT.  IT PROJECTS
 FM0920'2 INCHES AND IS NE OF THE STATION.  IT IS 2 FEET W OF A N-S
 FM0920'FENCE AND 10 FEET N OF A N GATE POST IN THE SAME FENCE.
 FM0920'
 FM0920'TO REACH THE STATION FROM ADRIAN, A SMALL TOWN ON HIGHWAY 66
 FM0920'AND THE C.R.I. AND P.R.R. GO S AND W FROM THE DEPOT 4.3 MILES
 FM0920'ON U.S. HIGHWAY 66 TO GRUHLKEY SIDING AND ELEVATOR.  HERE
 FM0920'LEAVE HIGHWAY TURN LEFT AND GO S ON GRADED ROAD 4.4 MILES
 FM0920'(PASSING TO THE W OF A SMALL LAKE AT 2.4 MILES) TO A POINT
 FM0920'WHERE THE ROAD TURNS RIGHT OR W.  GO W 0.5 MILE THEN S 0.2
 FM0920'MILE AND THEN W 3.4 MILES (PASSING 1/4 MILE S OF AIRWAY BEACON
 FM0920'90 AT 2.5 MILES).  THEN GO S 0.5 MILE TO HUGH FORTENBERGS
 FM0920'RANCH ON THE RIGHT SIDE OF THE ROAD.  HERE LEAVE ROAD, TURN
 FM0920'RIGHT, W, PASS THROUGH GATE JUST S OF HOUSE, CIRCLE W AND N
 FM0920'AROUND HOUSE IN LANE AND GO A TOTAL DISTANCE OF 0.2 MILE
 FM0920'FROM THE ROAD TO A NE FENCE CORNER.  HERE TURN LEFT, W AND
 FM0920'GO 0.9 MILE ON DIM TRACK ROAD ALONG N SIDE OF E-W FENCE
 FM0920'TO T-FENCE CORNER AND GATE IN THE N-S FENCE, WHICH TOGETHER
 FM0920'WITH THE E-W FENCE FORM THE T-INTERSECTION.  (THE
 FM0920'AZIMUTH MARK IS 10 FEET N OF THE N POST OF THIS GATE).
 FM0920'PASS THROUGH GATE AND GO SW ON DIM TRACK ROAD 0.8 MILE TO
 FM0920'THE STATION.
 FM0920'
 FM0920'A 50-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
 FM0920
 FM0920                          STATION RECOVERY (1966)
 FM0920
 FM0920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0920'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35102-3, STATION 1008.
 FM0920'RECOVERED BY USGS IN 1966 AND REDESCRIBED AS FOLLOWS
 FM0920'STATION IS LOCATED ABOUT 10 MI. SW. OF ADRIAN, TEXAS.
 FM0920'TO REACH FROM ADRIAN, GO SW. FROM THE DEPOT, 5.6 MI. ON U.S. HIGHWAY
 FM0920'66, THENCE S. AND W. 5.0 MI. ON FARM ROAD 2858 WHERE THE PAVEMENT
 FM0920'ENDS, CONTINUE ON GRADED RD. 3.4 MI. W., 1.0 MI. S. AND 1.0 MI. W.,
 FM0920'FOLLOW FIELD RD. FOR 0.5 MI., THEN GO CROSS COUNTRY 0.25 MI. NW. TO
 FM0920'THE HIGH POINT AND STATION.
 FM0920'STATION AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 FM0920'STATION MARK--STANDARD USC AND GS DISK SET IN TOP OF CONCRETE POST,
 FM0920'STAMPED---HARWELL 1921---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0889 ***********************************************************************
 DO0889  DESIGNATION -  HASKELL
 DO0889  PID         -  DO0889
 DO0889  STATE/COUNTY-  TX/HASKELL
 DO0889  USGS QUAD   -  HASKELL (1966)
 DO0889
 DO0889                         *CURRENT SURVEY CONTROL
 DO0889  ___________________________________________________________________
 DO0889* NAD 83(1993)-  33 10 47.03087(N)    099 43 52.07443(W)     ADJUSTED  
 DO0889* NAVD 88     -       491.7    (meters)    1613.     (feet)  VERTCON   
 DO0889  ___________________________________________________________________
 DO0889  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DO0889  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DO0889
 DO0889  HORZ ORDER  -  FIRST
 DO0889
 DO0889.The horizontal coordinates were established by classical geodetic methods
 DO0889.and adjusted by the National Geodetic Survey in February 1996..
 DO0889
 DO0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0889
 DO0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0889
 DO0889.The geoid height was determined by GEOID03.
 DO0889
 DO0889;                    North         East     Units Scale Factor Converg.
 DO0889;SPC TXNC     - 2,168,456.303   485,197.582   MT  0.99987511   -0 40 17.2
 DO0889;SPC TXNC     - 7,114,343.72  1,591,852.40   sFT  0.99987511   -0 40 17.2
 DO0889;UTM  14      - 3,671,450.214   431,838.781   MT  0.99965728   -0 24 00.5
 DO0889
 DO0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0889!SPC TXNC     -   0.99992738  x   0.99987511  =   0.99980249
 DO0889!UTM  14      -   0.99992738  x   0.99965728  =   0.99958468
 DO0889
 DO0889|---------------------------------------------------------------------|
 DO0889| PID    Reference Object                     Distance      Geod. Az  |
 DO0889|                                                           dddmmss.s |
 DO0889| CX8244 HASKELL RM 2                         22.968 METERS 02559     |
 DO0889| CX8245 HASKELL RM 3                                       0503721.8 |
 DO0889| CX8243 HASKELL RM 1                         23.171 METERS 22436     |
 DO0889|---------------------------------------------------------------------|
 DO0889
 DO0889                          SUPERSEDED SURVEY CONTROL
 DO0889
 DO0889  NAD 83(1993)-  33 10 47.03293(N)    099 43 52.07325(W) AD(       ) 1
 DO0889  NAD 83(1986)-  33 10 47.03802(N)    099 43 52.06707(W) AD(       ) 1
 DO0889  NAD 27      -  33 10 46.66760(N)    099 43 50.73760(W) AD(       ) 1
 DO0889  NGVD 29 (07/19/86)  491.5    (m)         1613.     (f) VERT ANG       
 DO0889
 DO0889.Superseded values are not recommended for survey control.
 DO0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0889.See file dsdata.txt to determine how the superseded data were derived.
 DO0889
 DO0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3183971450(NAD 83)
 DO0889_MARKER: DS = TRIANGULATION STATION DISK
 DO0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0889
 DO0889  HISTORY     - Date     Condition        Report By
 DO0889  HISTORY     - 1974     MONUMENTED       NGS
 DO0889  HISTORY     - 1982     GOOD             NGS
 DO0889
 DO0889                          STATION DESCRIPTION
 DO0889
 DO0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0889'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE CENTER OF
 DO0889'HASKELL AND ON ROAD RIGHT-OF-WAY.
 DO0889'
 DO0889'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 380 AND 277
 DO0889'AT THE NORTHWEST CORNER OF THE COURT HOUSE SQUARE IN HASKELL, GO
 DO0889'NORTH ON U.S. HIGHWAY 277 FOR 1.6 MILES TO THE STATION ON THE LEFT
 DO0889'AND THE JOHN DEERE COMPANY ENTRANCE, CONTINUE NORTH ON U.S.
 DO0889'HIGHWAY 277 FOR 0.45 MILE TO A SIDE ROAD RIGHT AND SIGN COUNTRY
 DO0889'CLUB-AIRPORT.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR
 DO0889'0.2 MILE TO REFERENCE MARK 3 ON THE RIGHT, JUST BEFORE
 DO0889'REACHING RAILROAD TRACKS CROSSING.
 DO0889'
 DO0889'STATION MARKS ARE STANDARD DISK STAMPED HASKELL 1974.  THE
 DO0889'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DO0889'MONUMENT THAT IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS 42
 DO0889'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 277 AND 13 FEET EAST
 DO0889'OF A METAL WITNESS POST AND CHAIN FENCELINE.  THE UNDERGROUND DISK
 DO0889'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 DO0889'BELOW THE GROUND SURFACE.
 DO0889'
 DO0889'REFERENCE MARK 1, A STANDARD DISK STAMPED HASKELL NO 1 1974, IS
 DO0889'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DO0889'FLUSH WITH THE GROUND SURFACE.  IT IS 54 FEET WEST OF THE
 DO0889'CENTERLINE OF U.S. HIGHWAY 277, 25 FEET NORTH OF THE FENCE CORNER
 DO0889'AND 1 FOOT EAST OF THE CHAIN FENCE.
 DO0889'
 DO0889'REFERENCE MARK 2, A STANDARD DISK STAMPED HASKELL NO 2 1974, IS
 DO0889'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DO0889'FLUSH WITH THE GROUND SURFACE.  IT IS 54 FEET WEST OF THE
 DO0889'CENTERLINE OF U.S. HIGHWAY 277 AND 3 FEET SOUTH OF THE FENCE
 DO0889'CORNER.
 DO0889'
 DO0889'REFERENCE MARK 3, A STANDARD DISK STAMPED HASKELL NO 3 1974, IS
 DO0889'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0889'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET WEST OF
 DO0889'THE WEST RAIL OF THE RAILROAD TRACKS, 22 FEET SOUTH OF THE CENTER
 DO0889'OF THE PAVED ROAD, 3 FEET WEST OF A POWERLINE POLE AND 2 FEET
 DO0889'EAST OF A METAL WITNESS POST.
 DO0889'
 DO0889'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 DO0889
 DO0889                          STATION RECOVERY (1982)
 DO0889
 DO0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 DO0889'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1974.  THE
 DO0889'REFERENCE MARK 3 WAS IN A FLOOD AREA AND WAS NOT USED.  A VISUAL
 DO0889'INSPECTION FOUND THE MARK TO BE IN PLACE BUT ERRODING AWAY.  AN
 DO0889'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  NO MEASUREMENT BETWEEN
 DO0889'THE REFERENCE MARKS WERE TAKEN DUE TO A CHAIN-LINK FENCE ON-LINE.
 DO0889'
 DO0889'THE STATION IS LOCATED ABOUT 2.40 KM (1.5 MI) NORTH OF THE CENTER OF
 DO0889'HASKELL ALONG THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 277.
 DO0889'
 DO0889'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 277 AND 380, IN THE
 DO0889'CENTER OF HASKELL, GO NORTH ON U.S. HIGHWAY 277 FOR 2.56 KM (1.6 MI)
 DO0889'TO THE STATION ON THE LEFT AT A JOHN DEERE TRACTOR AND EQUIPMENT
 DO0889'SALES.  CONTINUE NORTHEAST ON U.S. HIGHWAY 277 FOR 1.22 KM (0.75 MI)
 DO0889'TO THE AZIMUTH MARK ON THE LEFT.
 DO0889'
 DO0889'THE STATION MARK, STAMPED---HASKELL 1974---, IS A STANDARD DISK SET IN
 DO0889'THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES BELOW THE GROUND.  IT
 DO0889'IS 12.80 METERS (43.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND
 DO0889'3.96 METERS (13.0 FT) EAST OF A CHAIN-LINK FENCE AND A WITNESS POST.
 DO0889'
 DO0889'REFERENCE MARK 1, STAMPED---HASKELL NO 1 1974---, IS A STANDARD DISK
 DO0889'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DO0889'IT IS 16.46 METERS (54.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DO0889'7.62 METERS (25.0 FT) NORTH OF A FENCE CORNER AND 0.30 METER (1.0 FT)
 DO0889'WEST OF THE FENCE.
 DO0889'
 DO0889'REFERENCE MARK 2, STAMPED---HASKELL NO 2 1974---IS A STANDARD DISK
 DO0889'SET IN THE OP OF A ROUND CONCRETE MONUMENT 4 INCHES BELOW THE GROUND.
 DO0889'
 DO0889'IT IS 16.46 METERS (54.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY
 DO0889'AND 0.91 METER (3.0 FT) SOUTH OF A FENCE CORNER.
 DO0889'
 DO0889'AZIMUTH MARK, STAMPED---HASKELL 1974 1982---, IS A STANDARD DISK SET
 DO0889'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 DO0889'13.12 METERS (43.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 2.44
 DO0889'METERS (8.0 FT) EAST OF A FENCE AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0892 ***********************************************************************
 DO0892  DESIGNATION -  HASKELL CABLE TV MAST
 DO0892  PID         -  DO0892
 DO0892  STATE/COUNTY-  TX/HASKELL
 DO0892  USGS QUAD   -  HASKELL (1966)
 DO0892
 DO0892                         *CURRENT SURVEY CONTROL
 DO0892  ___________________________________________________________________
 DO0892* NAD 83(1993)-  33 09 56.65547(N)    099 44 50.38994(W)     ADJUSTED  
 DO0892* NAVD 88     -                                                        
 DO0892  ___________________________________________________________________
 DO0892  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DO0892  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DO0892
 DO0892  HORZ ORDER  -  THIRD
 DO0892
 DO0892.The horizontal coordinates were established by classical geodetic methods
 DO0892.and adjusted by the National Geodetic Survey in February 1996..
 DO0892
 DO0892
 DO0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0892
 DO0892.The geoid height was determined by GEOID03.
 DO0892
 DO0892;                    North         East     Units Scale Factor Converg.
 DO0892;SPC TXNC     - 2,166,922.477   483,668.703   MT  0.99987460   -0 40 49.0
 DO0892;SPC TXNC     - 7,109,311.49  1,586,836.40   sFT  0.99987460   -0 40 49.0
 DO0892;UTM  14      - 3,669,909.498   430,317.513   MT  0.99965987   -0 24 31.9
 DO0892
 DO0892                          SUPERSEDED SURVEY CONTROL
 DO0892
 DO0892  NAD 83(1993)-  33 09 56.65772(N)    099 44 50.38838(W) AD(       ) 4
 DO0892  NAD 83(1986)-  33 09 56.66230(N)    099 44 50.38201(W) AD(       ) 4
 DO0892  NAD 27      -  33 09 56.29228(N)    099 44 49.04897(W) AD(       ) 3
 DO0892
 DO0892.Superseded values are not recommended for survey control.
 DO0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0892.See file dsdata.txt to determine how the superseded data were derived.
 DO0892
 DO0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3031869909(NAD 83)
 DO0892_MARKER: 42 = RADIO/TV MAST
 DO0892
 DO0892  HISTORY     - Date     Condition        Report By
 DO0892  HISTORY     - 1974     FIRST OBSERVED   NGS
 DO0892
 DO0892                          STATION DESCRIPTION
 DO0892
 DO0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0892'HASKELL, CENTEX CABLE TELEVISION COMPANY MAST IS A TRIANGULAR STEEL
 DO0892'STRUCTURE, 410 FEET HIGH, GUYED AND PAINTED IN ALTERNATE SECTIONS
 DO0892'OF RED AND WHITE.
 DO0892'
 DO0892'STATION IS LOCATED AT THE NORTHWEST EDGE OF HASKELL 0.3 MILE WEST
 DO0892'OF THE INTERSECTION OF NORTH 9TH STREET AND AVENUE L.
 DO0892'
 DO0892'STATION IS THE LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0891 ***********************************************************************
 DO0891  DESIGNATION -  HASKELL GTE MICROWAVE
 DO0891  PID         -  DO0891
 DO0891  STATE/COUNTY-  TX/HASKELL
 DO0891  USGS QUAD   -  HASKELL (1966)
 DO0891
 DO0891                         *CURRENT SURVEY CONTROL
 DO0891  ___________________________________________________________________
 DO0891* NAD 83(1993)-  33 09 32.82875(N)    099 44 03.89195(W)     ADJUSTED  
 DO0891* NAVD 88     -                                                        
 DO0891  ___________________________________________________________________
 DO0891  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DO0891  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DO0891
 DO0891  HORZ ORDER  -  THIRD
 DO0891
 DO0891.The horizontal coordinates were established by classical geodetic methods
 DO0891.and adjusted by the National Geodetic Survey in February 1996..
 DO0891
 DO0891
 DO0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0891
 DO0891.The geoid height was determined by GEOID03.
 DO0891
 DO0891;                    North         East     Units Scale Factor Converg.
 DO0891;SPC TXNC     - 2,166,174.348   484,864.634   MT  0.99987437   -0 40 23.7
 DO0891;SPC TXNC     - 7,106,857.01  1,590,760.05   sFT  0.99987437   -0 40 23.7
 DO0891;UTM  14      - 3,669,167.203   431,516.716   MT  0.99965782   -0 24 06.2
 DO0891
 DO0891                          SUPERSEDED SURVEY CONTROL
 DO0891
 DO0891  NAD 83(1993)-  33 09 32.83087(N)    099 44 03.89048(W) AD(       ) 4
 DO0891  NAD 83(1986)-  33 09 32.83563(N)    099 44 03.88420(W) AD(       ) 4
 DO0891  NAD 27      -  33 09 32.46422(N)    099 44 02.55399(W) AD(       ) 3
 DO0891
 DO0891.Superseded values are not recommended for survey control.
 DO0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0891.See file dsdata.txt to determine how the superseded data were derived.
 DO0891
 DO0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3151769167(NAD 83)
 DO0891_MARKER: 45 = MICROWAVE TOWER
 DO0891
 DO0891  HISTORY     - Date     Condition        Report By
 DO0891  HISTORY     - 1974     FIRST OBSERVED   NGS
 DO0891
 DO0891                          STATION DESCRIPTION
 DO0891
 DO0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0891'HASKELL, GENERAL TELEPHONE ELECTRONICS, MICROWAVE TOWER KFL 87 IS A
 DO0891'THREE LEGGED STEEL TOWER, 125 FEET HIGH, WITH ONE LARGE REFLECTOR
 DO0891'AT THE TOP AND PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 DO0891'
 DO0891'STATION IS LOCATED IN THE NORTH SECTION OF HASKELL 0.15 MILE NORTH
 DO0891'OF THE JUNCTION OF U.S. HIGHWAYS 277 AND 380.
 DO0891'
 DO0891'STATION IS THE TOP CENTER OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0890 ***********************************************************************
 DO0890  DESIGNATION -  HASKELL MUN TANK
 DO0890  PID         -  DO0890
 DO0890  STATE/COUNTY-  TX/HASKELL
 DO0890  USGS QUAD   -  HASKELL (1966)
 DO0890
 DO0890                         *CURRENT SURVEY CONTROL
 DO0890  ___________________________________________________________________
 DO0890* NAD 83(1993)-  33 09 21.33562(N)    099 43 59.35629(W)     ADJUSTED  
 DO0890* NAVD 88     -                                                        
 DO0890  ___________________________________________________________________
 DO0890  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DO0890  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DO0890
 DO0890  HORZ ORDER  -  THIRD
 DO0890
 DO0890.The horizontal coordinates were established by classical geodetic methods
 DO0890.and adjusted by the National Geodetic Survey in February 1996..
 DO0890
 DO0890
 DO0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0890
 DO0890.The geoid height was determined by GEOID03.
 DO0890
 DO0890;                    North         East     Units Scale Factor Converg.
 DO0890;SPC TXNC     - 2,165,818.961   484,977.986   MT  0.99987427   -0 40 21.2
 DO0890;SPC TXNC     - 7,105,691.04  1,591,131.94   sFT  0.99987427   -0 40 21.2
 DO0890;UTM  14      - 3,668,812.434   431,631.727   MT  0.99965763   -0 24 03.6
 DO0890
 DO0890                          SUPERSEDED SURVEY CONTROL
 DO0890
 DO0890  NAD 83(1993)-  33 09 21.33773(N)    099 43 59.35476(W) AD(       ) 4
 DO0890  NAD 83(1986)-  33 09 21.34245(N)    099 43 59.34848(W) AD(       ) 4
 DO0890  NAD 27      -  33 09 20.97058(N)    099 43 58.01888(W) AD(       ) 3
 DO0890
 DO0890.Superseded values are not recommended for survey control.
 DO0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0890.See file dsdata.txt to determine how the superseded data were derived.
 DO0890
 DO0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3163268812(NAD 83)
 DO0890_MARKER: 53 = ELEVATED TANK
 DO0890
 DO0890  HISTORY     - Date     Condition        Report By
 DO0890  HISTORY     - 1974     FIRST OBSERVED   NGS
 DO0890
 DO0890                          STATION DESCRIPTION
 DO0890
 DO0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0890'HASKELL MUNICIPAL WATER TANK IS A 6 LEGGED STEEL TANK, 140
 DO0890'FEET HIGH, PAINTED SILVER WITH HASKELL PAINTED IN BLACK ON THE
 DO0890'NORTH AND SOUTH SIDES OF TANK.
 DO0890'
 DO0890'STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 DO0890'SOUTH 2ND STREET AND AVENUE D DOWNTOWN HASKELL.
 DO0890'
 DO0890'STATION IS THE TOP CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0951 ***********************************************************************
 DO0951  SACS        -  This is a Secondary Airport Control Station.
 DO0951  DESIGNATION -  HASKPORT
 DO0951  PID         -  DO0951
 DO0951  STATE/COUNTY-  TX/HASKELL
 DO0951  USGS QUAD   -  HASKELL (1966)
 DO0951
 DO0951                         *CURRENT SURVEY CONTROL
 DO0951  ___________________________________________________________________
 DO0951* NAD 83(1993)-  33 11 17.68308(N)    099 43 07.18337(W)     ADJUSTED  
 DO0951* NAVD 88     -       494.31   (meters)    1621.7    (feet)  GPS OBS   
 DO0951  ___________________________________________________________________
 DO0951  X           -    -902,032.566 (meters)                     COMP
 DO0951  Y           -  -5,266,778.175 (meters)                     COMP
 DO0951  Z           -   3,471,704.025 (meters)                     COMP
 DO0951  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DO0951  ELLIP HEIGHT-         465.30  (meters)          (07/02/01) GPS OBS
 DO0951  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DO0951
 DO0951  HORZ ORDER  -  FIRST
 DO0951  ELLP ORDER  -  FOURTH    CLASS II
 DO0951
 DO0951.This mark is at Haskell Muni (15F) Airport (15F)
 DO0951
 DO0951.The horizontal coordinates were established by GPS observations
 DO0951.and adjusted by the National Geodetic Survey in September 1996..
 DO0951
 DO0951.The orthometric height was determined by GPS observations and a
 DO0951.high-resolution geoid model.
 DO0951
 DO0951.GPS derived orthometric heights for airport stations designated as
 DO0951.PACS or SACS are published to 2 decimal places.  This maintains
 DO0951.centimeter relative accuracy between the PACS and SACS.  It does
 DO0951.not indicate centimeter accuracy relative to other marks which are
 DO0951.part of the NAVD 88 network.
 DO0951
 DO0951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0951
 DO0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0951
 DO0951.The ellipsoidal height was determined by GPS observations
 DO0951.and is referenced to NAD 83.
 DO0951
 DO0951.The geoid height was determined by GEOID03.
 DO0951
 DO0951;                    North         East     Units Scale Factor Converg.
 DO0951;SPC TXNC     - 2,169,386.888   486,371.280   MT  0.99987545   -0 39 52.7
 DO0951;SPC TXNC     - 7,117,396.82  1,595,703.11   sFT  0.99987545   -0 39 52.7
 DO0951;UTM  14      - 3,672,386.141   433,007.803   MT  0.99965533   -0 23 36.3
 DO0951
 DO0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0951!SPC TXNC     -   0.99992695  x   0.99987545  =   0.99980241
 DO0951!UTM  14      -   0.99992695  x   0.99965533  =   0.99958231
 DO0951
 DO0951:                Primary Azimuth Mark                     Grid Az
 DO0951:SPC TXNC     -  HASKPORT AZ MK                           009 07 12.1
 DO0951:UTM  14      -  HASKPORT AZ MK                           008 50 55.7
 DO0951
 DO0951|---------------------------------------------------------------------|
 DO0951| PID    Reference Object                     Distance      Geod. Az  |
 DO0951|                                                           dddmmss.s |
 DO0951| DO0952 HASKPORT AZ MK                      APPROX. 0.7 KM 0082719.4 |
 DO0951|---------------------------------------------------------------------|
 DO0951
 DO0951                          SUPERSEDED SURVEY CONTROL
 DO0951
 DO0951  ELLIP H (09/10/96)  465.33   (m)                       GP(       ) 4 2
 DO0951  NAD 83(1993)-  33 11 17.68489(N)    099 43 07.18903(W) AD(       ) 3
 DO0951  ELLIP H (02/16/96)  465.25   (m)                       GP(       ) 5 1
 DO0951  NAD 83(1993)-  33 11 17.68787(N)    099 43 07.18543(W) AD(       ) 3
 DO0951  ELLIP H (12/21/93)  464.66   (m)                       GP(       ) 4 1
 DO0951  NAD 83(1986)-  33 11 17.68976(N)    099 43 07.17778(W) AD(       ) 3
 DO0951  NAD 27      -  33 11 17.31349(N)    099 43 05.86132(W) AD(       ) 3
 DO0951  NGVD 29 (12/08/88)  493.9    (m)         1620.     (f) GPS OBS        
 DO0951
 DO0951.Superseded values are not recommended for survey control.
 DO0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0951.See file dsdata.txt to determine how the superseded data were derived.
 DO0951
 DO0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3300872386(NAD 83)
 DO0951_MARKER: I = METAL ROD
 DO0951_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO0951_SP_SET: OBJECT DRIVEN INTO GROUND
 DO0951_STAMPING: HASKPORT 1988
 DO0951_MARK LOGO: NGS   
 DO0951_MAGNETIC: I = MARKER IS A STEEL ROD
 DO0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0951+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1995
 DO0951
 DO0951  HISTORY     - Date     Condition        Report By
 DO0951  HISTORY     - 1988     MONUMENTED       NGS
 DO0951  HISTORY     - 19950227 GOOD             NGS
 DO0951
 DO0951                          STATION DESCRIPTION
 DO0951
 DO0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0951'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 DO0951'NORTHEAST OF HASKELL, 0.4 KM (0.25 MI) EAST OF US HIGHWAY 277 AND
 DO0951'AT THE HASKELL MUNICIPAL AIRPORT IN THE MEDIAN BETWEEN THE TAXIWAY
 DO0951'AND RUNWAY.
 DO0951'OWNERSHIP--CITY OF HASKELL, CITY HALL, PO BOX 783, HASKELL TX
 DO0951'79521.  AIRPORT MANAGER IS ROBERT BAKER, CITY ADMINISTRATOR, PO BOX
 DO0951'1003, HASKELL TX 79521, PHONE 817-864-2333.
 DO0951'
 DO0951'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 277 AND 380
 DO0951'AT THE NORTHWEST CORNER OF THE COURTHOUSE IN HASKELL, GO NORTH ON
 DO0951'US HIGHWAY 277 FOR 3.4 KM (2.1 MI) TO A PAVED ROAD RIGHT.  TURN
 DO0951'RIGHT AND GO EAST FOR 0.5 KM (0.3 MI) TO A PAVED ROAD LEFT.  TURN
 DO0951'LEFT AND GO NORTH FOR 1.0 KM (0.6 MI) TO ROAD END AT AIRPORT TARMAC
 DO0951'AND TAXIWAY.  TURN RIGHT AND GO SOUTH ON TAXIWAY FOR 0.6 KM (0.35
 DO0951'MI) TO THE STATION ON THE LEFT AT THE JUNCTION OF RAMP AND RUNWAY.
 DO0951'
 DO0951'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 DO0951'DRIVEN INTO THE GROUND 4.3 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 DO0951'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 DO0951'PIPE WITH A LOGO CAP STAMPED---HASKPORT 1988---, THE ROD IS
 DO0951'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 36.6 METERS (120.0
 DO0951'FT) EAST OF TAXIWAY CENTER, 31.4 METERS (103.0 FT) NORTHEAST OF
 DO0951'ANGLED RAMP CENTER, 23.8 METERS (78.0 FT) WEST OF RUNWAY CENTER,
 DO0951'11.4 METERS (37.5 FT) WEST-SOUTHWEST OF THE WEST ONE OF TWO BLUE
 DO0951'LIGHTS AND 1.1 METERS (3.5 FT) NORTHEAST OF A FIBERGLASS WITNESS
 DO0951'POST.
 DO0951'
 DO0951'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 DO0951'ROD DRIVEN INTO THE GROUND 3.4 METERS AND INSIDE A 1-INCH PVC PIPE
 DO0951'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 DO0951'PVC PIPE WITH A LOGO CAP STAMPED---HASKPORT AZ MK 1988---, THE ROD
 DO0951'IS RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 22.6 METERS
 DO0951'(74.0 FT) NORTHEAST OF ANGLED RAMP CENTER, 16.2 METERS (53.0 FT)
 DO0951'WEST OF RUNWAY CENTER, 14.3 METERS (47.0 FT) EAST OF TAXIWAY CENTER
 DO0951'AND 0.9 METER (3.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 DO0951'
 DO0951'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0951'
 DO0951'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0951'
 DO0951'DESCRIBED BY D.A. BOWLING.
 DO0951
 DO0951                          STATION RECOVERY (1995)
 DO0951
 DO0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DO0951'THE STATION IS LOCATED ABOUT 18.9 MI (30.4 KM) SOUTH SOUTHEAST OF
 DO0951'MUNDAY, 3.1 MI (5.0 KM) NORTHEAST OF HASKELL, 0.25 EAST OF US HIGHWAY
 DO0951'277 AND AT THE HASKELL MUNICIPAL AIRPORT IN THE MEDIAN BETWEEN THE
 DO0951'RUNWAY AND TAXIWAY.  OWNERSHIP--CITY OF HASKELL, CITY HALL, PO BOX
 DO0951'783, HASKELL TX 79521.  AIRPORT MANAGER IS SAM WATSON, PHONE (817)
 DO0951'864-2333. TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS
 DO0951'277 AND 380 AT THE NORTHWEST CORNER OF THE COURTHOUSE IN HASKELL, GO
 DO0951'NORTH ON US HIGHWAY 277 FOR 2.1 MI (3.4 KM) TO A PAVED ROAD RIGHT,
 DO0951'TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR 0.3 MI (0.5 KM) TO A
 DO0951'PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.6 MI
 DO0951'(1.0 KM) TO THE ROAD END AT THE TARMAC AND TAXIWAY, TURN RIGHT AND GO
 DO0951'SOUTH ON THE TAXIWAY FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT AT
 DO0951'THE JUCTION OF A ANGLED RAMP AND RUNWAY. THE STATION IS FLUSH WITH THE
 DO0951'GROUND, 150.0 FT (45.7 M) NORTHEAST OF THE ANGLED RAMP CENTER AT THE
 DO0951'PAINTED HOLD BAR, 122.5 FT (37.3 M) EAST SOUTHEAST OF THE PARALLEL
 DO0951'TAXIWAY CENTER, 78.0 FT (23.8 M) WEST NORTHWEST OF THE RUNWAY CENTER,
 DO0951'37.5 FT (11.4 M) SOUTHWEST OF THE WEST ONE OF TWO BLUE LIGHTS AND 3.5
 DO0951'FT (1.1 M) NORTHEAST OF A WITNESS POST.  STATION IS AIRPORT SACS.
 DO0951'DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0952 ***********************************************************************
 DO0952  SACS        -  This is a Secondary Airport Control Station.
 DO0952  DESIGNATION -  HASKPORT AZ MK
 DO0952  PID         -  DO0952
 DO0952  STATE/COUNTY-  TX/HASKELL
 DO0952  USGS QUAD   -  HASKELL (1966)
 DO0952
 DO0952                         *CURRENT SURVEY CONTROL
 DO0952  ___________________________________________________________________
 DO0952* NAD 83(1993)-  33 11 40.88292(N)    099 43 03.08142(W)     ADJUSTED  
 DO0952* NAVD 88     -       485.94   (meters)    1594.3    (feet)  GPS OBS   
 DO0952  ___________________________________________________________________
 DO0952  X           -    -901,860.596 (meters)                     COMP
 DO0952  Y           -  -5,266,403.522 (meters)                     COMP
 DO0952  Z           -   3,472,297.609 (meters)                     COMP
 DO0952  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DO0952  ELLIP HEIGHT-         456.93  (meters)          (07/02/01) GPS OBS
 DO0952  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DO0952
 DO0952  HORZ ORDER  -  FIRST
 DO0952  ELLP ORDER  -  FOURTH    CLASS II
 DO0952
 DO0952.This mark is at Haskell Muni (15F) Airport (15F)
 DO0952
 DO0952.The horizontal coordinates were established by GPS observations
 DO0952.and adjusted by the National Geodetic Survey in September 1996..
 DO0952
 DO0952.The orthometric height was determined by GPS observations and a
 DO0952.high-resolution geoid model.
 DO0952
 DO0952.GPS derived orthometric heights for airport stations designated as
 DO0952.PACS or SACS are published to 2 decimal places.  This maintains
 DO0952.centimeter relative accuracy between the PACS and SACS.  It does
 DO0952.not indicate centimeter accuracy relative to other marks which are
 DO0952.part of the NAVD 88 network.
 DO0952
 DO0952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0952
 DO0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0952
 DO0952.The ellipsoidal height was determined by GPS observations
 DO0952.and is referenced to NAD 83.
 DO0952
 DO0952.The geoid height was determined by GEOID03.
 DO0952
 DO0952;                    North         East     Units Scale Factor Converg.
 DO0952;SPC TXNC     - 2,170,100.254   486,485.798   MT  0.99987573   -0 39 50.5
 DO0952;SPC TXNC     - 7,119,737.25  1,596,078.82   sFT  0.99987573   -0 39 50.5
 DO0952;UTM  14      - 3,673,099.883   433,118.919   MT  0.99965515   -0 23 34.3
 DO0952
 DO0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0952!SPC TXNC     -   0.99992827  x   0.99987573  =   0.99980401
 DO0952!UTM  14      -   0.99992827  x   0.99965515  =   0.99958344
 DO0952
 DO0952:                Primary Azimuth Mark                     Grid Az
 DO0952:SPC TXNC     -  HASKPORT                                 189 07 12.1
 DO0952:UTM  14      -  HASKPORT                                 188 50 55.9
 DO0952
 DO0952|---------------------------------------------------------------------|
 DO0952| PID    Reference Object                     Distance      Geod. Az  |
 DO0952|                                                           dddmmss.s |
 DO0952| DO0951 HASKPORT                            APPROX. 0.7 KM 1882721.6 |
 DO0952| AB2840 15F A                               446.939 METERS 2031132.2 |
 DO0952|---------------------------------------------------------------------|
 DO0952
 DO0952                          SUPERSEDED SURVEY CONTROL
 DO0952
 DO0952  ELLIP H (09/10/96)  456.97   (m)                       GP(       ) 4 2
 DO0952  NAD 83(1993)-  33 11 40.88477(N)    099 43 03.08699(W) AD(       ) 3
 DO0952  ELLIP H (02/16/96)  456.89   (m)                       GP(       ) 5 1
 DO0952  NAD 83(1993)-  33 11 40.88779(N)    099 43 03.08339(W) AD(       ) 3
 DO0952  ELLIP H (12/21/93)  456.29   (m)                       GP(       ) 4 1
 DO0952  NAD 83(1986)-  33 11 40.88962(N)    099 43 03.07573(W) AD(       ) 3
 DO0952  NAD 27      -  33 11 40.51386(N)    099 43 01.75921(W) AD(       ) 3
 DO0952  NGVD 29 (12/08/88)  485.5    (m)         1593.     (f) GPS OBS        
 DO0952
 DO0952.Superseded values are not recommended for survey control.
 DO0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0952.See file dsdata.txt to determine how the superseded data were derived.
 DO0952
 DO0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3311973100(NAD 83)
 DO0952_MARKER: I = METAL ROD
 DO0952_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO0952_SP_SET: OBJECT DRIVEN INTO GROUND
 DO0952_STAMPING: HASKPORT AZ MK
 DO0952_MARK LOGO: NGS   
 DO0952_MAGNETIC: I = MARKER IS A STEEL ROD
 DO0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0952+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1995
 DO0952
 DO0952  HISTORY     - Date     Condition        Report By
 DO0952  HISTORY     - 1988     MONUMENTED       NGS
 DO0952  HISTORY     - 19950227 GOOD             NGS
 DO0952
 DO0952                          STATION DESCRIPTION
 DO0952
 DO0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0952'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 DO0952'NORTHEAST OF HASKELL, 0.4 KM (0.25 MI) EAST OF US HIGHWAY 277 AT
 DO0952'THE HASKELL MUNICIPAL AIRPORT.
 DO0952'OWNERSHIP--CITY OF HASKELL, CITY HALL, PO BOX 783, HASKELL TX 78361.
 DO0952'AIRPORT MANAGER IS ROBERT BAKER, CITY ADMINISTRATOR, PO BOX 1003,
 DO0952'HASKELL TX 79521, PHONE 817-864-2333.
 DO0952'
 DO0952'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 277 AND 380
 DO0952'AT THE NORTHWEST CORNER OF THE COURTHOUSE IN HASKELL, GO NORTH ON
 DO0952'US HIGHWAY 277 FOR 3.4 KM (2.1 MI) TO A PAVED ROAD RIGHT.  TURN
 DO0952'RIGHT AND GO EAST FOR 0.5 KM (0.3 MI) TO A PAVED ROAD LEFT.  TURN
 DO0952'LEFT AND GO NORTH FOR 1.0 KM (0.6 MI) TO ROAD END AT TARMAC AND
 DO0952'TAXIWAY.  TURN LEFT AND GO NORTH ON TAXIWAY FOR 0.3 KM (0.2 MI) TO
 DO0952'THE MARK ON THE RIGHT AT THE JUNCTION OF RAMP AND RUNWAY.
 DO0952'
 DO0952'THE STATION MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 DO0952'ROD DRIVEN INTO THE GROUND 3.4 METERS AND INSIDE A 1-INCH PVC PIPE
 DO0952'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 DO0952'PVC PIPE WITH A LOGO CAP STAMPED---HASKPORT AZ MK 1988---, THE ROD
 DO0952'IS RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 22.6 METERS
 DO0952'(74.0 FT) NORTHEAST OF ANGLED RAMP CENTER, 16.2 METERS (53.0 FT)
 DO0952'WEST OF RUNWAY CENTER, 14.3 METERS (47.0 FT) EAST OF TAXIWAY CENTER
 DO0952'AND 0.9 METER (3.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 DO0952'
 DO0952'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0952'
 DO0952'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0952'
 DO0952'DESCRIBED BY D.A. BOWLING.
 DO0952
 DO0952                          STATION RECOVERY (1995)
 DO0952
 DO0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 DO0952'THE STATION IS LOCATED ABOUT 18.9 MI (30.4 KM) SOUTH SOUTHEAST OF
 DO0952'MUNDAY, 3.1 MI (5.0 KM) NORTHEAST OF HASKELL, 0.25 EAST OF US HIGHWAY
 DO0952'277 AND AT THE HASKELL MUNICIPAL AIRPORT IN THE MEDIAN BETWEEN THE
 DO0952'RUNWAY AND TAXIWAY.  OWNERSHIP--CITY OF HASKELL, CITY HALL, PO BOX
 DO0952'783, HASKELL TX 79521.  AIRPORT MANAGER IS SAM WATSON, PHONE (817)
 DO0952'864-2333. TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS
 DO0952'277 AND 380 AT THE NORTHWEST CORNER OF THE COURTHOUSE IN HASKELL, GO
 DO0952'NORTH ON US HIGHWAY 277 FOR 2.1 MI (3.4 KM) TO A PAVED ROAD RIGHT,
 DO0952'TURN RIGHT AND GO EAST ON THE PAVED ROAD FOR 0.3 MI (0.5 KM) TO A
 DO0952'PAVED ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.6 MI
 DO0952'(1.0 KM) TO THE ROAD END AT THE TARMAC AND TAXIWAY, TURN LEFT AND GO
 DO0952'NORTH ON TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT AT
 DO0952'THE JUCTION OF A ANGLED RAMP.THE STATION IS FLUSH WITH THE GROUND,
 DO0952'152.0 EAST SOUTHEAST OF THE PARALLEL TAXIWAY, 52.5 FT (16.0 M) WEST
 DO0952'NORTHWEST OF THE RUNWAY CENTER, 46.5 FT (14.2 M) NORTHEAST OF THE
 DO0952'ANGLED RAMP CENTER AT THE PAINTED HOLD BAR AND 3.0 FT (0.9 M)
 DO0952'SOUTHWEST OF A WITNESS POST.  DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2602 ***********************************************************************
 BY2602  DESIGNATION -  HASLAM STANDPIPE
 BY2602  PID         -  BY2602
 BY2602  STATE/COUNTY-  TX/SHELBY
 BY2602  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY2602
 BY2602                         *CURRENT SURVEY CONTROL
 BY2602  ___________________________________________________________________
 BY2602* NAD 83(1993)-  31 57 52.05619(N)    094 01 29.85868(W)     ADJUSTED  
 BY2602* NAVD 88     -                                                        
 BY2602  ___________________________________________________________________
 BY2602  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 BY2602  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BY2602
 BY2602  HORZ ORDER  -  THIRD
 BY2602
 BY2602.The horizontal coordinates were established by classical geodetic methods
 BY2602.and adjusted by the National Geodetic Survey in February 1996..
 BY2602
 BY2602
 BY2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2602
 BY2602.The geoid height was determined by GEOID03.
 BY2602
 BY2602;                    North         East     Units Scale Factor Converg.
 BY2602;SPC TX C     - 3,271,640.590 1,296,021.782   MT  1.00002280   +3 14 57.1
 BY2602;SPC TX C     -10,733,707.50  4,252,031.46   sFT  1.00002280   +3 14 57.1
 BY2602;SPC TXNC     - 2,042,032.828 1,022,917.215   MT  1.00005105   +2 26 26.4
 BY2602;SPC TXNC     - 6,699,569.37  3,356,020.90   sFT  1.00005105   +2 26 26.4
 BY2602;SPC LA N     -   163,385.999   855,863.112   MT  0.99991507   -0 48 22.5
 BY2602;SPC LA N     -   536,042.23  2,807,944.23   sFT  0.99991507   -0 48 22.5
 BY2602;UTM  15      - 3,536,955.010   403,147.367   MT  0.99971568   -0 32 33.5
 BY2602
 BY2602                          SUPERSEDED SURVEY CONTROL
 BY2602
 BY2602  NAD 83(1993)-  31 57 52.06047(N)    094 01 29.85883(W) AD(       ) 4
 BY2602  NAD 83(1986)-  31 57 52.06385(N)    094 01 29.85388(W) AD(       ) 4
 BY2602  NAD 27      -  31 57 51.46000(N)    094 01 29.15000(W) AD(       ) 3
 BY2602
 BY2602.Superseded values are not recommended for survey control.
 BY2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2602.See file dsdata.txt to determine how the superseded data were derived.
 BY2602
 BY2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR0314736955(NAD 83)
 BY2602_MARKER: 52 = STANDPIPE TANK
 BY2602
 BY2602  HISTORY     - Date     Condition        Report By
 BY2602  HISTORY     - 1919     FIRST OBSERVED   CGS
 BY2602  HISTORY     - 1935     GOOD             CGS
 BY2602
 BY2602                          STATION DESCRIPTION
 BY2602
 BY2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2602'THE STANDPIPE DESCRIBED EVIDENTLY WAS THE STANDPIPE TO A
 BY2602'TALL RED WATER TANK SINCE I WAS INFORMED THAT THERE HAS NEVER
 BY2602'BEEN A SIMILAR STRUCTURE IN HASLAM.  THIS TANK IS STILL STANDING
 BY2602'UNCHANGED SINCE 1919, ALTHOUGH THE PIPE LEADING TO IT IS GONE.
 BY2602'THERE WERE SEVERAL VERY LARGE SMOKESTACKS IN THIS LOCATION
 BY2602'IN 1919 THAT MIGHT, FROM A DISTANCE, HAVE BEEN MISTAKEN
 BY2602'FOR A SMALL STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7286 ***********************************************************************
 AC7286  DESIGNATION -  HASSE
 AC7286  PID         -  AC7286
 AC7286  STATE/COUNTY-  TX/COMANCHE
 AC7286  USGS QUAD   -  PROCTOR (1979)
 AC7286
 AC7286                         *CURRENT SURVEY CONTROL
 AC7286  ___________________________________________________________________
 AC7286* NAD 83(1993)-  31 57 18.78766(N)    098 29 32.21270(W)     ADJUSTED  
 AC7286* NAVD 88     -       379.9    (meters)    1246.     (feet)  VERTCON   
 AC7286  ___________________________________________________________________
 AC7286  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AC7286  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AC7286
 AC7286  HORZ ORDER  -  THIRD
 AC7286
 AC7286.The horizontal coordinates were established by classical geodetic methods
 AC7286.and adjusted by the National Geodetic Survey in March 1997..
 AC7286
 AC7286.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7286
 AC7286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7286
 AC7286.The geoid height was determined by GEOID03.
 AC7286
 AC7286;                    North         East     Units Scale Factor Converg.
 AC7286;SPC TX C     - 3,255,151.705   874,046.843   MT  1.00002010   +0 56 53.7
 AC7286;SPC TX C     -10,679,610.22  2,867,602.02   sFT  1.00002010   +0 56 53.7
 AC7286;UTM  14      - 3,535,584.566   547,980.316   MT  0.99962839   +0 16 07.4
 AC7286
 AC7286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7286!SPC TX C     -   0.99994459  x   1.00002010  =   0.99996469
 AC7286!UTM  14      -   0.99994459  x   0.99962839  =   0.99957300
 AC7286
 AC7286                          SUPERSEDED SURVEY CONTROL
 AC7286
 AC7286  NGVD 29 (03/17/97)  379.8    (m)         1246.     (f) VERT ANG       
 AC7286
 AC7286.Superseded values are not recommended for survey control.
 AC7286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7286.See file dsdata.txt to determine how the superseded data were derived.
 AC7286
 AC7286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA4798035585(NAD 83)
 AC7286_MARKER: DS = TRIANGULATION STATION DISK
 AC7286
 AC7286  HISTORY     - Date     Condition        Report By
 AC7286  HISTORY     - 1955     MONUMENTED       USGS
 AC7286
 AC7286                          STATION DESCRIPTION
 AC7286
 AC7286'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7286'STATION IS LOCATED ABOUT 1.0 MI. N. OF HASSE, IN COMANCHE COUNTY,
 AC7286'TEXAS, IN A HEDGE ROW OF AN ABANDONED SANDY FIELD OWNED BY JOE B. LEE.
 AC7286'TO REACH THE STATION FROM THE SINCLAIR STATION ON U.S. HIGHWAY NO. 67
 AC7286'AT HASSE, GO W-NW. ON A GRADED RD. 0.2 MI. TO A NARROW SANDY LANE ON
 AC7286'RIGHT, THENCE N-NE. 0.75 MI. ALONG PRIVATE RD. TO A T-RD. NW., THENCE
 AC7286'NW. 0.2 MI. TO A LEFT CURVE IN RD. ABOUT 200 FT. E. OF A FARMHOUSE AND
 AC7286'PARK TRUCK.  STATION LIES ABOUT 230 FT. NE. OF CURVE IN RD. IN AN
 AC7286'ABANDONED FIELD, AND IN A ROW OF SMALL BRUSH WHICH WAS PROBABLY ONCE A
 AC7286'FENCE ROW, AND 180 FT. NE. OF THE S. FIELD FENCE.
 AC7286'RECOVERY BY USGS, 1968--A HOUSE HAS BEEN BUILT AT STATION SITE AND THE
 AC7286'STATION MARK WAS DESTROYED DURING EXCAVATION FOR FOUNDATION.
 AC7286'STATION MARK--A USGS STANDARD TABLET STAMPED---HASSE 1955--- AND SET
 AC7286'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FT. ABOVE GROUND.
 AC7286'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1084 ***********************************************************************
 CU1084  DESIGNATION -  HASTING
 CU1084  PID         -  CU1084
 CU1084  STATE/COUNTY-  TX/HOWARD
 CU1084  USGS QUAD   -  VINCENT (1976)
 CU1084
 CU1084                         *CURRENT SURVEY CONTROL
 CU1084  ___________________________________________________________________
 CU1084* NAD 83(1993)-  32 29 36.27655(N)    101 10 29.22188(W)     ADJUSTED  
 CU1084* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 CU1084  ___________________________________________________________________
 CU1084  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CU1084  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CU1084
 CU1084  HORZ ORDER  -  FIRST
 CU1084
 CU1084.The horizontal coordinates were established by classical geodetic methods
 CU1084.and adjusted by the National Geodetic Survey in February 1996..
 CU1084
 CU1084.The orthometric height was scaled from a topographic map.
 CU1084
 CU1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1084
 CU1084.The geoid height was determined by GEOID03.
 CU1084
 CU1084;                    North         East     Units Scale Factor Converg.
 CU1084;SPC TXNC     - 2,094,878.136   348,661.481   MT  0.99991975   -1 27 31.7
 CU1084;SPC TXNC     - 6,872,946.02  1,143,900.21   sFT  0.99991975   -1 27 31.7
 CU1084;UTM  14      - 3,597,212.479   295,666.807   MT  1.00011488   -1 10 07.3
 CU1084
 CU1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1084!SPC TXNC     -   0.99989261  x   0.99991975  =   0.99981237
 CU1084!UTM  14      -   0.99989261  x   1.00011488  =   1.00000748
 CU1084
 CU1084|---------------------------------------------------------------------|
 CU1084| PID    Reference Object                     Distance      Geod. Az  |
 CU1084|                                                           dddmmss.s |
 CU1084| CH9536 HASTING RM 1                         14.077 METERS 07020     |
 CU1084| CH9535 HASTING AZ MK                                      0705356.0 |
 CU1084| CH9537 HASTING RM 2                         29.965 METERS 15737     |
 CU1084| CU1060 VINCENT ATT MICROWAVE               APPROX. 5.7 KM 3030834.2 |
 CU1084|---------------------------------------------------------------------|
 CU1084
 CU1084                          SUPERSEDED SURVEY CONTROL
 CU1084
 CU1084  NAD 83(1986)-  32 29 36.28205(N)    101 10 29.21336(W) AD(       ) 1
 CU1084  NAD 27      -  32 29 35.87325(N)    101 10 27.77310(W) AD(       ) 1
 CU1084
 CU1084.Superseded values are not recommended for survey control.
 CU1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1084.See file dsdata.txt to determine how the superseded data were derived.
 CU1084
 CU1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA9566797212(NAD 83)
 CU1084_MARKER: DS = TRIANGULATION STATION DISK
 CU1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1084
 CU1084  HISTORY     - Date     Condition        Report By
 CU1084  HISTORY     - 1968     MONUMENTED       CGS
 CU1084
 CU1084                          STATION DESCRIPTION
 CU1084
 CU1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1084'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF IRA AND ABOUT 6
 CU1084'MILES SOUTH OF LAKE THOMAS NEAR THE MITCHELL-HOWARD COUNTY LINE
 CU1084'ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 350.
 CU1084'
 CU1084'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 350 AND FARM ROAD 1606
 CU1084'IN IRA, GO SOUTHWEST ON STATE HIGHWAY 350 FOR 5.5 MILES TO
 CU1084'JUNCTION WITH FARM ROAD 1229, CONTINUE FOR 4 MILES TO JUNCTION WITH
 CU1084'FARM ROAD 1298, CONTINUE FOR 1.7 MILES TO THE AZIMUTH MARK ON
 CU1084'LEFT, CONTINUE FOR 0.5 TO TRACK CROSSROAD, MITCHELL-HOWARD COUNTY
 CU1084'LINE AND STATION ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY
 CU1084'350.
 CU1084'
 CU1084'STATION MARK, A STANDARD DISK STAMPED HASTING 1968, IS SET IN THE
 CU1084'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK IS 50 FEET
 CU1084'NORTH OF THE CENTER LINE OF STATE HIGHWAY 350, 21 FEET SOUTHWEST
 CU1084'OF CENTER OF CATTLE GUARD AND 5.9 FEET SOUTH OF WITNESS POST.
 CU1084'
 CU1084'REFERENCE MARK 1, A STANDARD DISK STAMPED HASTING NO 1 1968, IS
 CU1084'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK
 CU1084'IS 49 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 350, 30 FEET
 CU1084'EAST OF CENTER OF CATTLE GUARD AND 1 FOOT EAST OF FENCE CORNER.
 CU1084'
 CU1084'REFERENCE MARK 2, A STANDARD DISK STAMPED HASTING NO 2 1968, IS
 CU1084'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK
 CU1084'IS 104 FEET SOUTH OF WITNESS POST, 53 FEET EAST OF THE
 CU1084'MITCHELL-HOWARD COUNTY LINE SIGN POST, 48 FEET SOUTH OF THE
 CU1084'CENTER LINE OF STATE HIGHWAY 350 AND 36 FEET EAST OF CENTER OF
 CU1084'TRACK ROAD.
 CU1084'
 CU1084'AZIMUTH MARK, A STANDARD DISK STAMPED HASTING 1968, IS SET IN THE
 CU1084'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK IS
 CU1084'48 FEET SOUTHEAST OF CENTER LINE OF STATE HIGHWAY 350, 3 FEET
 CU1084'NORTHWEST OF POWER LINE POLE WITH WITNESS SIGN AND 1.5 FEET
 CU1084'NORTHWEST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6431 ***********************************************************************
 AW6431  DESIGNATION -  HAT 1931
 AW6431  PID         -  AW6431
 AW6431  STATE/COUNTY-  TX/HARRIS
 AW6431  USGS QUAD   -  PASADENA (1995)
 AW6431
 AW6431                         *CURRENT SURVEY CONTROL
 AW6431  ___________________________________________________________________
 AW6431* NAD 83(1993)-  29 43 28.64844(N)    095 13 56.43635(W)     ADJUSTED  
 AW6431* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6431  ___________________________________________________________________
 AW6431  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AW6431  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6431
 AW6431  HORZ ORDER  -  THIRD
 AW6431
 AW6431.The horizontal coordinates were established by classical geodetic methods
 AW6431.and adjusted by the National Geodetic Survey in February 1996..
 AW6431
 AW6431.The orthometric height was scaled from a topographic map.
 AW6431
 AW6431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6431
 AW6431.The geoid height was determined by GEOID03.
 AW6431
 AW6431;                    North         East     Units Scale Factor Converg.
 AW6431;SPC TXSC     - 4,215,477.040   964,422.139   MT  0.99988629   +1 50 45.0
 AW6431;SPC TXSC     -13,830,277.59  3,164,108.30   sFT  0.99988629   +1 50 45.0
 AW6431;UTM  15      - 3,290,358.494   284,075.723   MT  1.00017529   -1 06 26.3
 AW6431
 AW6431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6431!SPC TXSC     -   1.00000427  x   0.99988629  =   0.99989056
 AW6431!UTM  15      -   1.00000427  x   1.00017529  =   1.00017956
 AW6431
 AW6431                          SUPERSEDED SURVEY CONTROL
 AW6431
 AW6431  NAD 83(1986)-  29 43 28.66361(N)    095 13 56.41717(W) AD(       ) 3
 AW6431  NAD 27      -  29 43 27.84425(N)    095 13 55.65211(W) AD(       ) 3
 AW6431
 AW6431.Superseded values are not recommended for survey control.
 AW6431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6431.See file dsdata.txt to determine how the superseded data were derived.
 AW6431
 AW6431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8407690358(NAD 83)
 AW6431_MARKER: N = NAIL
 AW6431_SETTING: 0 = UNSPECIFIED SETTING
 AW6431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6431
 AW6431  HISTORY     - Date     Condition        Report By
 AW6431  HISTORY     - 1931     MONUMENTED       CGS
 AW6431  HISTORY     - 1934     GOOD             TXGS
 AW6431  HISTORY     - 1952     GOOD             CGS
 AW6431  HISTORY     - 19940712 MARK NOT FOUND   USPSQD
 AW6431
 AW6431                          STATION DESCRIPTION
 AW6431
 AW6431'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6431'STATION IS IDENTICAL WITH U.S.E. BASE LINE MONUMENT NO.
 AW6431'1070+00.  STATION IS LOCATED ABOUT 1 MILE W OF THE PASADENA
 AW6431'FERRY, ABOUT 400 METERS W OF TALL POWER-TRANSMISSION-LINE
 AW6431'CROSSING AT HOUSTON LIGHT AND POWER CO., AND ABOUT 600 METERS
 AW6431'NE OF E MOUTH OF LOWER CLINTON BEND.  IT IS 18 METERS INSHORE
 AW6431'FROM THE EDGE OF A 23-FOOT BLUFF BANK ON N SHORE OF BUFFALO
 AW6431'BAYOU.  THE U.S.E. BASE LINE AT THIS POINT IS 5 METERS N
 AW6431'FROM AN OLD IRREGULAR LEVEE.
 AW6431'
 AW6431'STATION IS MARKED BY A NAIL SET IN THE TOP OF A 2-FOOT CIRCULAR
 AW6431'MASS OF CONCRETE FLUSH WITH THE SURFACE OF THE GROUND.  THE
 AW6431'U.S.E. STATION NUMBER AND DISTANCE FROM CENTER LINE OF CHANNEL
 AW6431'ARE STAMPED IN THE CONCRETE.
 AW6431
 AW6431                          STATION RECOVERY (1934)
 AW6431
 AW6431'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6431'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW6431
 AW6431                          STATION RECOVERY (1952)
 AW6431
 AW6431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6431'STATION WAS RECOVERED.  THE DESCRIPTION IS ADEQUATE WITH
 AW6431'THE FOLLOWING CORRECTIONS AND ADDITIONS--
 AW6431'
 AW6431'STATION IS LOCATED APPROXIMATELY 1 MILE W OF THE WASHBURN
 AW6431'TUNNEL UNDER THE HOUSTON SHIP CHANNEL.  THE FERRY HAS BEEN
 AW6431'DISCONTINUED.
 AW6431'
 AW6431'IT IS 10 FEET INSHORE FROM 23-FOOT BLUFF, INSTEAD OF 18 METERS,
 AW6431'THE SHIP CHANNEL HAVING BEEN WIDENED.
 AW6431'
 AW6431'THE LEVEE NO LONGER EXISTS.
 AW6431'
 AW6431'STATION MAY BE REACHED BY TRAVELING 1.2 MILES W ALONG CLINTON
 AW6431'DRIVE FROM THE TRAFFIC CIRCLE AT THE N ENTRANCE TO THE WASHBURN
 AW6431'TUNNEL, TO HOLLAND STREET IN GALENA.  A TRAFFIC LIGHT MARKS
 AW6431'THE T INTERSECTION.  ENTER PASTURE TO LEFT (S) AND FOLLOW
 AW6431'SAND ROAD TO SHORELINE AND STATION SITE.
 AW6431'
 AW6431'A 4- BY 4-INCH WOODEN WITNESS POST PROJECTING 18 INCHES WAS
 AW6431'SET 2 FEET N OF THE STATION.
 AW6431
 AW6431                          STATION RECOVERY (1994)
 AW6431
 AW6431'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0805 ***********************************************************************
 CB0805  DESIGNATION -  HATCHEL
 CB0805  PID         -  CB0805
 CB0805  STATE/COUNTY-  TX/RUNNELS
 CB0805  USGS QUAD   -  HERRING RANCH (1987)
 CB0805
 CB0805                         *CURRENT SURVEY CONTROL
 CB0805  ___________________________________________________________________
 CB0805* NAD 83(1993)-  31 50 36.81966(N)    100 01 35.04670(W)     ADJUSTED  
 CB0805* NAVD 88     -       561.15   (+/-2cm)    1841.0    (feet)  VERTCON   
 CB0805  ___________________________________________________________________
 CB0805  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CB0805  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 CB0805
 CB0805  HORZ ORDER  -  SECOND
 CB0805  VERT ORDER  -  THIRD ? (See Below)
 CB0805
 CB0805.The horizontal coordinates were established by classical geodetic methods
 CB0805.and adjusted by the National Geodetic Survey in February 1996..
 CB0805
 CB0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0805.The vertical order pertains to the NGVD 29 superseded value.
 CB0805
 CB0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0805
 CB0805.The geoid height was determined by GEOID03.
 CB0805
 CB0805;                    North         East     Units Scale Factor Converg.
 CB0805;SPC TX C     - 3,241,370.272   729,051.715   MT  0.99998956   +0 09 29.1
 CB0805;SPC TX C     -10,634,395.63  2,391,897.17   sFT  0.99998956   +0 09 29.1
 CB0805;UTM  14      - 3,523,554.801   402,884.290   MT  0.99971632   -0 32 29.7
 CB0805
 CB0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0805!SPC TX C     -   0.99991586  x   0.99998956  =   0.99990542
 CB0805!UTM  14      -   0.99991586  x   0.99971632  =   0.99963220
 CB0805
 CB0805:                Primary Azimuth Mark                     Grid Az
 CB0805:SPC TX C     -  WINTERS MUNICIPAL NORTH TANK             023 49 27.5
 CB0805:UTM  14      -  WINTERS MUNICIPAL NORTH TANK             024 31 26.3
 CB0805
 CB0805|---------------------------------------------------------------------|
 CB0805| PID    Reference Object                     Distance      Geod. Az  |
 CB0805|                                                           dddmmss.s |
 CB0805| CA1201 WINTERS MUNICIPAL NORTH TANK        APPROX.14.8 KM 0235856.6 |
 CB0805| CA1202 WINTERS MUNICIPAL SOUTH TANK        APPROX.13.9 KM 0260257.6 |
 CB0805| CA1179 BALLINGER MUNICIPAL TANK            APPROX.13.0 KM 1461617.6 |
 CB0805| CV4231 HATCHEL AZ MK 2                                    18112     |
 CB0805| CV4230 HATCHEL AZ MK                                      1813458.4 |
 CB0805| CB0816 ROWENA ST JOSEPH SPIRE              APPROX.21.9 KM 1845425.8 |
 CB0805| CV4234 HATCHEL RM 3                         44.860 METERS 19111     |
 CB0805| CV4232 HATCHEL RM 1                         51.419 METERS 20154     |
 CB0805| CV4235 HATCHEL RM 4                          9.300 METERS 26830     |
 CB0805| CV4233 HATCHEL RM 2                         31.671 METERS 27403     |
 CB0805|---------------------------------------------------------------------|
 CB0805
 CB0805                          SUPERSEDED SURVEY CONTROL
 CB0805
 CB0805  NAD 83(1986)-  31 50 36.82644(N)    100 01 35.03281(W) AD(       ) 2
 CB0805  NAD 27      -  31 50 36.28488(N)    100 01 33.69237(W) AD(       ) 2
 CB0805  NGVD 29 (07/19/86)  561.02   (m)         1840.6    (f) LEVELING    3  
 CB0805
 CB0805.Superseded values are not recommended for survey control.
 CB0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0805.See file dsdata.txt to determine how the superseded data were derived.
 CB0805
 CB0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA0288423555(NAD 83)
 CB0805_MARKER: DS = TRIANGULATION STATION DISK
 CB0805_SETTING: 0 = UNSPECIFIED SETTING
 CB0805
 CB0805  HISTORY     - Date     Condition        Report By
 CB0805  HISTORY     - 1943     MONUMENTED       CGS
 CB0805  HISTORY     - 1960     GOOD             CGS
 CB0805  HISTORY     - 1967     GOOD             CGS
 CB0805
 CB0805                          STATION DESCRIPTION
 CB0805
 CB0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0805'STATION IS LOCATED ABOUT 9 MILES S AND 3.5 MILES W OF WINTERS AND
 CB0805'4 MILES WSW OF HATCHEL POST OFFICE.  STATION IS ON THE PROPERTY
 CB0805'LINE BETWEEN LAND OWNED BY MR. CLAUD THOMPSON, WHO LIVES 16 MILES
 CB0805'S OF BALLINGER, AND HIS FATHER, WHO LIVES AT THE FIRST HOUSE
 CB0805'ABOUT 0.5 MILE N.  STATION IS 80 FEET NW OF THE NW CORNER OF MR.
 CB0805'CLAUD THOMPSONS HOUSE AND 8 FEET W OF THE FENCE CORNER.  MARK
 CB0805'PROJECTS ABOUT 6 INCHES AND IS STAMPED HATCHEL 1943.
 CB0805'
 CB0805'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CB0805'DISKS SET IN CONCRETE.
 CB0805'
 CB0805'REFERENCE MARK 1 IS SW OF THE STATION, 1 FOOT N OF THE FENCE
 CB0805'LINE, 2 FEET E OF THE FENCE CORNER, AND 20 FEET E OF THE CENTER
 CB0805'LINE OF THE ROAD.  IT PROJECTS ABOUT 6 INCHES AND IS STAMPED
 CB0805'HATCHEL NO 1 1943.
 CB0805'
 CB0805'REFERENCE MARK 2 IS W OF THE STATION, 1 FOOT W OF THE FENCE
 CB0805'LINE, 2 FEET N OF THE FENCE CORNER, AND 18 FEET W OF THE CENTER
 CB0805'LINE OF THE ROAD.  IT PROJECTS ABOUT 6 INCHES AND IS STAMPED
 CB0805'HATCHEL NO 2 1943.
 CB0805'
 CB0805'AZIMUTH MARK IS 0.4 MILE S OF THE STATION, 1 FOOT N OF THE
 CB0805'FENCE LINE, 30 FEET E OF THE CENTER LINE OF THE ROAD.  IT
 CB0805'PROJECTS ABOUT 6 INCHES AND IS STAMPED HATCHEL 1943.
 CB0805'
 CB0805'TO REACH THE STATION FROM THE COURTHOUSE IN BALLINGER, GO N
 CB0805'ON U.S. HIGHWAYS 83 AND 277, ALSO STATE HIGHWAY 109, FOR 1 MILE
 CB0805'TO THEIR JUNCTION, KEEP LEFT, STRAIGHT AHEAD, ON STATE HIGHWAY 109
 CB0805'FOR 5.5 MILES TO A CITIES SERVICE STATION ON THE LEFT.  CONTINUE
 CB0805'ON HIGHWAY 109 FOR 0.1 MILE TO DIAGONAL CROSSROADS, TURN RIGHT
 CB0805'ON GRADED DIRT ROAD FOR 0.2 MILE TO FORK, THENCE RIGHT FOR 0.45
 CB0805'MILE TO SHARP LEFT TURN, TURN SHARP LEFT AND FOLLOW MAIN ROAD,
 CB0805'N, FOR 3.25 MILES TO A SMALL WHITE HOUSE ON THE RIGHT AND
 CB0805'STATION SITE.
 CB0805
 CB0805                          STATION RECOVERY (1960)
 CB0805
 CB0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 CB0805'THE STATION MARK, THE TWO REFERENCE MARKS AND THE AZIMUTH MARK
 CB0805'WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 CB0805'MARKS NOS. 3 AND 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED AND
 CB0805'THE ORIGINAL MARKS WERE REMOVED TO CLEAR NEW HIGHWAY CONSTRUCTION
 CB0805'AREAS.
 CB0805'
 CB0805'A NEW DESCRIPTION IS AS FOLLOWS.
 CB0805'
 CB0805'THE STATION IS ABOUT 4.5 MILES WEST, OF THE VILLAGE OF HATCHEL,
 CB0805'ALONG THE EAST SIDE OF F.M. ROAD NO. 2111, ABOUT 80 FEET NORTHWEST
 CB0805'OF THE NORTHWEST CORNER OF A VACANT HOUSE, 31 FEET EAST OF THE
 CB0805'EAST RIGHT-OF-WAY FENCE LINE AND A FENCE CORNER AND IS IN A FENCE
 CB0805'LINE ALONG THE NORTH SIDE OF THE OLD FARM YARD.  IT IS 8 FEET
 CB0805'WEST OF A 4 X 4 POST, A STANDARD DISK STAMPED HATCHEL 1943 IN A
 CB0805'CONCRETE MONUMENT WHICH IS APPROXIMATELY LEVEL WITH THE SURFACE
 CB0805'OF THE GROUND.
 CB0805'
 CB0805'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HATCHEL 1943 1960
 CB0805'IN A CONCRETE POST PROJECTING ABOUT 4 INCHES, 1 FOOT WEST OF
 CB0805'THE EAST RIGHT-OF-WAY FENCE LINE AND 6 FEET NORTH OF A T FENCE
 CB0805'EAST AND AN IRON CORNER POST.
 CB0805'
 CB0805'REFERENCE NO. 3 IS A STANDARD DISK STAMPED HATCHEL 1943 NO. 3
 CB0805'1960 IN A CONCRETE POST PROJECTING ABOUT 2 INCHES, 1 FOOT NORTH
 CB0805'OF THE SOUTH YARD FENCE OF THE FARM YARD AND 5 FEET EAST OF
 CB0805'THE EAST RIGHT-OF-WAY FENCE LINE AND A FENCE CORNER.
 CB0805'
 CB0805'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED HATCHEL 1943
 CB0805'NO. 4 1960 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES, 1
 CB0805'FOOT SOUTH OF THE NORTH FENCE OF THE FARM YARD AND 2 FEET
 CB0805'SOUTHEAST OF THE CORNER POST IN THE EAST RIGHT-OF-WAY FENCE
 CB0805'LINE.  IT IS 1 FEET EAST OF THE EAST RIGHT-OF-WAY LINE.
 CB0805'
 CB0805'TO REACH FROM THE VILLAGE OF HATCHEL ON U.S. HIGHWAY NO. 83 ABOUT
 CB0805'MIDWAY BETWEEN BALLINGER AND WINTERS.  GO WEST ON A GRADED ROAD
 CB0805'FROM THE HIGHWAY 04.5 MILES TO THE JUNCTION WITH F.M. ROAD NO.
 CB0805'2111.  TURN LEFT HERE AND GO SOUTH OF THE FM ROAD 0.5 MILE TO
 CB0805'THE OLD FARM YARD ON THE LEFT AND THE STATION AS DESCRIBED.
 CB0805
 CB0805                          STATION RECOVERY (1967)
 CB0805
 CB0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RDS)
 CB0805'THE STATION WAS FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1126 ***********************************************************************
 AX1126  DESIGNATION -  HATCHER
 AX1126  PID         -  AX1126
 AX1126  STATE/COUNTY-  TX/COLORADO
 AX1126  USGS QUAD   -  ROCK ISLAND (1981)
 AX1126
 AX1126                         *CURRENT SURVEY CONTROL
 AX1126  ___________________________________________________________________
 AX1126* NAD 83(1993)-  29 32 55.01273(N)    096 36 34.21964(W)     ADJUSTED  
 AX1126* NAVD 88     -        86.41   (+/-2cm)     283.5    (feet)  VERTCON   
 AX1126  ___________________________________________________________________
 AX1126  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AX1126  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX1126
 AX1126  HORZ ORDER  -  FIRST
 AX1126  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1126
 AX1126.The horizontal coordinates were established by classical geodetic methods
 AX1126.and adjusted by the National Geodetic Survey in February 1996..
 AX1126
 AX1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1126.The vertical order pertains to the NGVD 29 superseded value.
 AX1126
 AX1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX1126
 AX1126.The geoid height was determined by GEOID03.
 AX1126
 AX1126;                    North         East     Units Scale Factor Converg.
 AX1126;SPC TXSC     - 4,192,466.277   831,640.374   MT  0.99987017   +1 10 16.1
 AX1126;SPC TXSC     -13,754,783.11  2,728,473.46   sFT  0.99987017   +1 10 16.1
 AX1126;UTM  14      - 3,271,153.749   731,628.674   MT  1.00026205   +1 10 45.9
 AX1126
 AX1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX1126!SPC TXSC     -   0.99999070  x   0.99987017  =   0.99986087
 AX1126!UTM  14      -   0.99999070  x   1.00026205  =   1.00025275
 AX1126
 AX1126|---------------------------------------------------------------------|
 AX1126| PID    Reference Object                     Distance      Geod. Az  |
 AX1126|                                                           dddmmss.s |
 AX1126| AX1127 HATCHER RM 1                         41.127 METERS 02436     |
 AX1126| AX1125 HATCHER AZ MK                                      0603832.7 |
 AX1126| AX2776 ROCK ISLAND BAPT CH VANE            APPROX. 4.1 KM 1165359.5 |
 AX1126| AX2777 ROCK ISLAND METH CH VANE            APPROX. 3.9 KM 1212110.4 |
 AX1126| AX2708 SAN ANTONIO HOUSTON AWY BCN 11      APPROX.21.8 KM 1503940.9 |
 AX1126| AX1128 HATCHER RM 2                         35.185 METERS 29144     |
 AX1126|---------------------------------------------------------------------|
 AX1126
 AX1126                          SUPERSEDED SURVEY CONTROL
 AX1126
 AX1126  NAD 83(1986)-  29 32 55.02686(N)    096 36 34.20586(W) AD(       ) 1
 AX1126  NAD 27      -  29 32 54.16500(N)    096 36 33.30600(W) AD(       ) 1
 AX1126  NGVD 29 (??/??/92)   86.397  (m)          283.45   (f) ADJ UNCH    2 0
 AX1126
 AX1126.Superseded values are not recommended for survey control.
 AX1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1126.See file dsdata.txt to determine how the superseded data were derived.
 AX1126
 AX1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3162971154(NAD 83)
 AX1126_MARKER: DS = TRIANGULATION STATION DISK
 AX1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1126_STAMPING: HATCHER 1943
 AX1126_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1126+STABILITY: SURFACE MOTION
 AX1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1126+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AX1126
 AX1126  HISTORY     - Date     Condition        Report By
 AX1126  HISTORY     - 1943     MONUMENTED       CGS
 AX1126  HISTORY     - 1943     GOOD             CGS
 AX1126  HISTORY     - 1943     GOOD             CGS
 AX1126  HISTORY     - 1954     GOOD             CGS
 AX1126  HISTORY     - 1963     GOOD             CGS
 AX1126  HISTORY     - 1980     GOOD             NGS
 AX1126  HISTORY     - 19910608 GOOD             USPSQD
 AX1126  HISTORY     - 20041026 GOOD             USPSQD
 AX1126
 AX1126                          STATION DESCRIPTION
 AX1126
 AX1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX1126'THE STATION IS LOCATED ABOUT 11.5 MILES W OF S OF COLUMBUS,
 AX1126'AND 2.5 MILES NW OF ROCK ISLAND, ON LAND OWNED BY C.E. HATCHER.
 AX1126'IT IS 91 FEET SE OF THE SE CORNER OF THE HOUSE, 100 FEET
 AX1126'S OF A SMALL TOOL SHED, 15 FEET N OF THE E-AND-W FENCE LINE,
 AX1126'AND 20 FEET S OF THE LANE LEADING TO THE HOUSE.  THE DISK
 AX1126'IS STAMPED HATCHER 1943, AND PROJECTS 2 INCHES.
 AX1126'
 AX1126'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX1126'DISKS SET IN CONCRETE.
 AX1126'
 AX1126'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 25 FEET E OF
 AX1126'A SMALL SHED AND 1 FOOT S OF THE FENCE CORNER.  THE DISK
 AX1126'IS STAMPED HATCHER NO. 1 1943, AND PROJECTS 6 INCHES.
 AX1126'
 AX1126'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 20 FEET S OF THE
 AX1126'SW CORNER OF THE HOUSE, AND 1 FOOT S OF THE WHITE PICKET FENCE
 AX1126'AROUND THE HOUSE.  THE DISK IS STAMPED HATCHER NO. 2 1943,
 AX1126'AND PROJECTS 6 INCHES.
 AX1126'
 AX1126'THE AZIMUTH MARK IS ABOUT 0.4 MILE E OF THE STATION, 20 FEET
 AX1126'W OF THE CENTER OF THE DIRT ROAD, 1 FOOT N OF THE THIRD
 AX1126'LIGHT POLE FROM THE GATE, AND 1 FOOT W OF THE N-S FENCE LINE.
 AX1126'THE DISK IS STAMPED HATCHER 1943, AND PROJECTS 4 INCHES.  TO
 AX1126'REACH FROM THE STATION.  GO E TO DIRT ROAD.  TURN LEFT AND
 AX1126'GO N FOR 0.15 MILE TO THE THIRD LIGHT POLE ON THE LEFT AND
 AX1126'MARK.
 AX1126'
 AX1126'TO REACH THE STATION FROM THE RAILROAD STATION IN ROCK ISLAND.
 AX1126'GO W ON DIRT ROAD JUST N OF THE RAILROAD TRACKS FOR 1.2
 AX1126'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO N ON GRAVEL
 AX1126'ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO W
 AX1126'FOR 0.5 MILE TO A T-INTERSECTION, AND A WIRE GATE IN FENCE
 AX1126'LINE JUST W OF THE ROAD.  PASS THROUGH GATE AND CONTINUE
 AX1126'W ON FARM ROAD LEADING TO FARMHOUSE FOR 0.4 MILE TO A WHITE
 AX1126'PAINTED HOUSE ON THE RIGHT AND STATION ON THE LEFT.
 AX1126'
 AX1126'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 AX1126
 AX1126                          STATION RECOVERY (1943)
 AX1126
 AX1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AX1126'THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE AT THE TIME OF
 AX1126'RECOVERY.
 AX1126'
 AX1126'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION (SO.
 AX1126'PACIFIC) AT ROCK ISLAND, GO 1.85 MILE WESTERLY ALONG GRAVEL
 AX1126'ROAD, THENCE, 1.05 MILE NORTHERLY ALONG DIRT ROAD, THENCE,
 AX1126'0.35 MILE WEST ALONG PRIVATE ROAD TO A FRAME BUNGALOW RANCH
 AX1126'HOUSE AND THE SITE OF THE STATION.  IT IS 95.5 FEET SE OF THE
 AX1126'SE BRICK CORNER OF HOUSE, 89.6 FEET S OF THE S EDGE OF A
 AX1126'CONCRETE WATERING TROUGH.  14.2 FEET N OF A 4 X 4 INCH WOODEN
 AX1126'MARKER POST.  STATION IS STAMPED HATCHER 1943.
 AX1126'THE MONUMENT PROJECTS ABOUT 0.2 FOOT.
 AX1126'
 AX1126'R.M. NO. 1 IS 134.9 FEET NNE OF THE STATION,
 AX1126'61.9 FEET NE OF THE NORTHEAST CORNER OF CONCRETE WATERING
 AX1126'TROUGH AND AT THE SE CORNER OF CORRAL FENCE (WOODEN).  IT
 AX1126'IS STAMPED HATCHER NO. 1 1943.  THE MONUMENT PROJECTS ABOUT
 AX1126'0.3 FOOT.
 AX1126'
 AX1126'R.M. NO. 2 IS 115.5 FEET WNW OF THE STATION, 20.5
 AX1126'FT. S OF THE SW BRICK CORNER OF THE HOUSE, AND 0.9 FOOT
 AX1126'S OF PICKET FENCE AROUND THE HOUSE.  IT IS STAMPED HATCHER
 AX1126'NO. 2 1943.  THE MONUMENT PROJECTS ABOUT 0.3 FOOT.
 AX1126'
 AX1126'AZIMUTH MARK IS ABOUT 0.4 MILE NE OF THE STATION, ABOUT
 AX1126'0.15 MILE N OF INTERSECTION OF CROSSROADS, 24 FEET W OF THE
 AX1126'CENTERLINE OF DIRT ROAD LEADING N-S, 48.3 FT. S OF A FENCE
 AX1126'CORNER, 3.1 FEET S OF A 4 X 4 INCH WOODEN MARKER POST, 1.4
 AX1126'FEET NORTH OF A POWER TRANSMISSION LINE POLE.  IT IS STAMPED
 AX1126'HATCHER 1943.  THE MONUMENT PROJECTS ABOUT 0.4 FOOT.
 AX1126
 AX1126                          STATION RECOVERY (1943)
 AX1126
 AX1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AX1126'3.25 MI NW FROM ROCK ISLAND.
 AX1126'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1126'PASS) RAILROAD STATION AT ROCK ISLAND, PROCEED 1.85 MILE WESTERLY
 AX1126'ALONG A GRAVEL ROAD TO A RIGHT ANGLE TURN IN THE ROAD TO THE NORTH,
 AX1126'THENCE 1.05 MILE NORTHERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A
 AX1126'DIRT ROAD LEADING EAST AND A PRIVATE TRACK ROAD LEADING WEST, THENCE
 AX1126'0.35 MILE WESTERLY ALONG A DIRT TRACK ROAD TO A FRAME BUNGALOW RANCH
 AX1126'HOUSE AND SITE OF TRIANGULATION STATION.  TRIANGULATION IS 95.5 FEET
 AX1126'SOUTHEAST OF THE SOUTHEAST BRICK CORNER POST OF A FRAME BUNGALOW RANCH
 AX1126'HOUSE.  IT IS 89.6 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE WATER
 AX1126'TROUGH, AND 14.2 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1126'MONUMENT PROJECTS 0.2 FOOT.  HATCHER TRIANGULATION STATION IS 0.4 MILE
 AX1126'SOUTHWEST OF HATCHER AZIMUTH MARK.  HATCHER TRIANGULATION STATION IS
 AX1126'134.9 FEET SOUTH SOUTHWEST OF REFERENCE MARK NO. 1. HATCHER
 AX1126'TRIANGULATION STATION IS 115.5 FEET EAST SOUTHEAST OF REFERENCE MARK
 AX1126'NO. 2.
 AX1126
 AX1126                          STATION RECOVERY (1954)
 AX1126
 AX1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX1126'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 AX1126'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 AX1126'WITH THE FOLLOWING EXCEPTIONS.
 AX1126'
 AX1126'A NEW CORRAL FENCE HAS BEEN ERECTED IN THE VICINITY OF REFERENCE
 AX1126'MARK NO. 1.  THE MARK IS NOW 14 FEET WEST OF THE NORTHEAST
 AX1126'FENCE CORNER OF THE CORRAL AND 2 FEET SOUTH OF THE FENCE
 AX1126'ALONG THE NORTH SIDE OF THE CORRAL.
 AX1126'
 AX1126'TO REACH THE STATION FROM THE CROSSROAD IN ROCK ISLAND, GO
 AX1126'NORTH ABOUT 150 FEET, CROSSING THE RAILROAD TRACKS, THEN
 AX1126'BEAR LEFT AND GO WEST ON THE GRAVEL ROAD FOR 1.6 MILES TO
 AX1126'A POINT WHERE THE ROAD TURNS RIGHT, TURN RIGHT AND GO NORTH
 AX1126'FOR 1.0 MILE TO A PRIVATE DRIVE AND A CATTLE GUARD ON THE
 AX1126'LEFT, *TURN LEFT AND GO WEST 0.4 MILE TO THE FARM BUILDINGS
 AX1126'AND THE STATION.  *TO REACH THE AZIMUTH MARK FROM THIS POINT,
 AX1126'CONTINUE NORTH ABOUT 0.2 MILE TO THE THIRD HIGHLINE POLE
 AX1126'ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
 AX1126
 AX1126                          STATION RECOVERY (1963)
 AX1126
 AX1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX1126'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARKS
 AX1126'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX1126'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX1126
 AX1126                          STATION RECOVERY (1980)
 AX1126
 AX1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX1126'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 AX1126'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AX1126'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHWEST OF ROCK ISLAND,
 AX1126'6-1/3 MILES NORTHEAST OF SHERIDAN, AND 9 MILES SOUTHWEST OF ALTAIR,
 AX1126'AND ON PROPERTY OWNED BY MR. K. PARGAK WHO LIVES AT 302 MILTON
 AX1126'STREET VICTORIA ,TX. (PHONE 512-573-3873).
 AX1126'
 AX1126'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90A AND
 AX1126'COUNTY ROAD 106,GO WEST ON COUNTY ROAD 106 FOR 1.55 MILES TO
 AX1126'WHERE 106 TURNS RIGHT, TURN RIGHT AND 1.0 MILES TO A PRIVATE
 AX1126'DRIVE AND A LOCKED GATE ON THE LEFT. TURN LEFT AND GO WEST FOR
 AX1126'0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AX1126'
 AX1126'THE STATION IS A STANDARD USC AND GS DISK
 AX1126'STAMPED---HATCHER 1943---,
 AX1126'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM ON A SIDE
 AX1126'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 AX1126'24 FEET NORTHEAST FROM THE CENTER OF A METAL GATE
 AX1126'18 FEET SOUTH FROM THE CENTER OF THE DRIVE
 AX1126'15 FEET NORTH FROM THE EAST-WEST FENCE LINE.
 AX1126'THE UNDERGROUND MARK IS A STANDARD USC AND GS DISK
 AX1126'STAMPED---HATCHER 1943---,
 AX1126'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 AX1126'
 AX1126'REFERENCE MARK NUMBER 1 IS A STANDARD USC AND GS DISK
 AX1126'STAMPED---HATCHER NO 1 1943---,
 AX1126'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 33 CM ON A SIDE
 AX1126'PROJECTING 14 CM ABOVE THE GROUND.  IT IS LOCATED
 AX1126'2 FEET SOUTH FROM THE NORTH FENCE OF A CORRAL
 AX1126'36 FEET NORTHWEST FROM THE CORRAL GATE
 AX1126'30 FEET EAST FROM THE SOUTHEAST CORNER OF A SMALL METAL SHED
 AX1126'MARK IS LEVEL WITH STATION.
 AX1126'
 AX1126'REFERENCE MARK NUMBER 2 IS A STANDARD USC AND GS DISK
 AX1126'STAMPED---HATCHER NO 2 2943---,
 AX1126'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 31 CM ON A SIDE
 AX1126'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 AX1126'26 FEET NORTHEAST FROM A FENCE CORNER
 AX1126'27 FEET SOUTH FROM THE SOUTHWEST CORNER OF A FRAME HOUSE
 AX1126'18 FEET SOUTHEAST FROM A 40-INCH LIVE OAK TREE
 AX1126'MARK IS LEVEL WITH STATION.
 AX1126'
 AX1126'AZIMUTH MARK NUMBER 1 IS A STANDARD USC AND GS DISK
 AX1126'STAMPED---HATCHER 1943---,
 AX1126'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 31 CM ON A SIDE
 AX1126'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 AX1126'22 FEET WEST FROM THE CENTER OF COUNTY ROAD 106
 AX1126'1.5 FEET NORTH FROM A UTILITY POLE
 AX1126'1.0 F00T WEST FROM A NORTH-SOUTH FENCE LINE.
 AX1126'TO REACH AZIMUTH MARK FROM THE STATION GO EAST ON THE DRIVE LEADING
 AX1126'TO THE STATION, TO COUNTY ROAD 106, GO NORTH ON COUNTY ROAD 106 TO THE
 AX1126'THIRD UTILITY POLE ON THE LEFT AND THE MARK AS DESCRIBED.
 AX1126'
 AX1126'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE0 OF POST ON LINE.
 AX1126'THE POST IS ABOUT 7 FEET TALL.
 AX1126'
 AX1126'THE HEIGHT OF LIGHT SHOWN ABOVE MARK IS 18.6 METERS.
 AX1126
 AX1126                          STATION RECOVERY (1991)
 AX1126
 AX1126'RECOVERY NOTE BY US POWER SQUADRON 1991 (WM)
 AX1126'RECOVERED IN GOOD CONDITION.
 AX1126
 AX1126                          STATION RECOVERY (2004)
 AX1126
 AX1126'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1125 ***********************************************************************
 AX1125  DESIGNATION -  HATCHER AZ MK
 AX1125  PID         -  AX1125
 AX1125  STATE/COUNTY-  TX/COLORADO
 AX1125  USGS QUAD   -  ROCK ISLAND (1981)
 AX1125
 AX1125                         *CURRENT SURVEY CONTROL
 AX1125  ___________________________________________________________________
 AX1125* NAD 83(1986)-  29 33 04.     (N)    096 36 14.     (W)     SCALED    
 AX1125* NAVD 88     -        84.03   (+/-2cm)     275.7    (feet)  VERTCON   
 AX1125  ___________________________________________________________________
 AX1125  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX1125
 AX1125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1125
 AX1125.The horizontal coordinates were scaled from a topographic map and have
 AX1125.an estimated accuracy of +/- 6 seconds.
 AX1125
 AX1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1125.The vertical order pertains to the NGVD 29 superseded value.
 AX1125
 AX1125.The geoid height was determined by GEOID03.
 AX1125
 AX1125;                    North         East    Units  Estimated Accuracy
 AX1125;SPC TXSC     - 4,192,750.      832,180.      MT  (+/- 180 meters Scaled)
 AX1125
 AX1125                          SUPERSEDED SURVEY CONTROL
 AX1125
 AX1125  NGVD 29 (??/??/92)   84.013  (m)          275.63   (f) ADJ UNCH    2 0
 AX1125
 AX1125.Superseded values are not recommended for survey control.
 AX1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1125.See file dsdata.txt to determine how the superseded data were derived.
 AX1125
 AX1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT321714(NAD 83)
 AX1125_MARKER: DZ = AZIMUTH MARK DISK
 AX1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1125_STAMPING: HATCHER 1943
 AX1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1125+STABILITY: SURFACE MOTION
 AX1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1125+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX1125
 AX1125  HISTORY     - Date     Condition        Report By
 AX1125  HISTORY     - 1943     MONUMENTED       CGS
 AX1125  HISTORY     - 20041027 GOOD             USPSQD
 AX1125
 AX1125                          STATION DESCRIPTION
 AX1125
 AX1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1125'3.05 MI NW FROM ROCK ISLAND.
 AX1125'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1125'PASS) RAILROAD STATION AT ROCK ISLAND, PROCEED 1.85 MILE WESTERLY
 AX1125'ALONG A GRAVEL ROAD TO A RIGHT ANGLE TURN IN THE ROAD TO THE NORTH,
 AX1125'THENCE 1.2 MILE NORTHERLY ALONG A DIRT ROAD TO SITE OF HATCHER AZIMUTH
 AX1125'MARK.  HATCHER AZIMUTH MARK IS 0.15 MILE NORTH OF THE INTERSECTION OF
 AX1125'A DIRT ROAD LEADING EAST.  IT IS 48.3 FEET SOUTH OF A T FENCE CORNER
 AX1125'POST, 24.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AX1125'OF THE ROAD, 3.1 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AX1125'1.4 FOOT NORTH OF A POWER TRANSMISSION POLE. MONUMENT PROJECTS 0.4
 AX1125'FOOT.  HATCHER AZIMUTH MARK IS 0.4 MILE NORTHEAST OF HATCHER
 AX1125'TRIANGULATION STATION.
 AX1125
 AX1125                          STATION RECOVERY (2004)
 AX1125
 AX1125'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1125'HATCH 1943. GO TO N 29 33 03.1 W 096 36 13.8.  12 FEET WEST FROM THE
 AX1125'EDGE OF THE PAVED ROAD, CR 105.  NO WITNESS POST BUT THERE IS ORANGE
 AX1125'TAPE ON A POWER POLE. THE MARK IS 2 FEET NORTH OF THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1127 ***********************************************************************
 AX1127  DESIGNATION -  HATCHER RM 1
 AX1127  PID         -  AX1127
 AX1127  STATE/COUNTY-  TX/COLORADO
 AX1127  USGS QUAD   -  ROCK ISLAND (1981)
 AX1127
 AX1127                         *CURRENT SURVEY CONTROL
 AX1127  ___________________________________________________________________
 AX1127* NAD 83(1986)-  29 32 56.     (N)    096 36 33.     (W)     SCALED    
 AX1127* NAVD 88     -        86.57   (+/-2cm)     284.0    (feet)  VERTCON   
 AX1127  ___________________________________________________________________
 AX1127  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX1127
 AX1127  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1127
 AX1127.The horizontal coordinates were scaled from a topographic map and have
 AX1127.an estimated accuracy of +/- 6 seconds.
 AX1127
 AX1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1127.The vertical order pertains to the NGVD 29 superseded value.
 AX1127
 AX1127.The geoid height was determined by GEOID03.
 AX1127
 AX1127;                    North         East    Units  Estimated Accuracy
 AX1127;SPC TXSC     - 4,192,500.      831,670.      MT  (+/- 180 meters Scaled)
 AX1127
 AX1127                          SUPERSEDED SURVEY CONTROL
 AX1127
 AX1127  NGVD 29 (??/??/92)   86.554  (m)          283.97   (f) ADJ UNCH    2 0
 AX1127
 AX1127.Superseded values are not recommended for survey control.
 AX1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1127.See file dsdata.txt to determine how the superseded data were derived.
 AX1127
 AX1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT316711(NAD 83)
 AX1127_MARKER: DR = REFERENCE MARK DISK
 AX1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1127_STAMPING: HATCHER NO. 1 1943
 AX1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1127+STABILITY: SURFACE MOTION
 AX1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1127+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AX1127
 AX1127  HISTORY     - Date     Condition        Report By
 AX1127  HISTORY     - 1943     MONUMENTED       CGS
 AX1127  HISTORY     - 20041026 GOOD             USPSQD
 AX1127
 AX1127                          STATION DESCRIPTION
 AX1127
 AX1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1127'3.25 MI NW FROM ROCK ISLAND.
 AX1127'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1127'PASS) RAILROAD STATION AT ROCK ISLAND, PROCEED 1.85 MILE WESTERLY
 AX1127'ALONG A GRAVEL ROAD TO A RIGHT ANGLE TURN IN THE ROAD TO THE NORTH,
 AX1127'THENCE 1.05 MILE NORTHERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A
 AX1127'DIRT ROAD LEADING EAST AND A PRIVATE TRACK ROAD LEADING WEST, THENCE
 AX1127'0.35 MILE WESTERLY ALONG A PRIVATE TRACK ROAD TO A FRAME BUNGALOW
 AX1127'RANCH HOUSE AND SITE OF REFERENCE MARK HATCHER NO. 1.  REFERENCE MARK
 AX1127'HATCHER NO. 1 IS 61.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 AX1127'CONCRETE WATER TROUGH AND AT THE SOUTHEAST CORNER OF A WOODEN CORRAL
 AX1127'FENCE.  MONUMENT PROJECTS 0.3 FOOT.  REFERENCE MARK HATCHER NO. 1 IS
 AX1127'181.8 FEET NORTHEAST OF REFERENCE MARK HATCHER NO. 2.  REFERENCE MARK
 AX1127'HATCHER NO. 1 IS 134.9 FEET NORTH NORTHEAST OF HATCHER TRIANGULATION
 AX1127'STATION.
 AX1127
 AX1127                          STATION RECOVERY (2004)
 AX1127
 AX1127'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1128 ***********************************************************************
 AX1128  DESIGNATION -  HATCHER RM 2
 AX1128  PID         -  AX1128
 AX1128  STATE/COUNTY-  TX/COLORADO
 AX1128  USGS QUAD   -  ROCK ISLAND (1981)
 AX1128
 AX1128                         *CURRENT SURVEY CONTROL
 AX1128  ___________________________________________________________________
 AX1128* NAD 83(1986)-  29 32 55.     (N)    096 36 35.     (W)     SCALED    
 AX1128* NAVD 88     -        86.76   (+/-2cm)     284.6    (feet)  VERTCON   
 AX1128  ___________________________________________________________________
 AX1128  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX1128
 AX1128  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1128
 AX1128.The horizontal coordinates were scaled from a topographic map and have
 AX1128.an estimated accuracy of +/- 6 seconds.
 AX1128
 AX1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1128.The vertical order pertains to the NGVD 29 superseded value.
 AX1128
 AX1128.The geoid height was determined by GEOID03.
 AX1128
 AX1128;                    North         East    Units  Estimated Accuracy
 AX1128;SPC TXSC     - 4,192,470.      831,620.      MT  (+/- 180 meters Scaled)
 AX1128
 AX1128                          SUPERSEDED SURVEY CONTROL
 AX1128
 AX1128  NGVD 29 (??/??/92)   86.743  (m)          284.59   (f) ADJ UNCH    2 0
 AX1128
 AX1128.Superseded values are not recommended for survey control.
 AX1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1128.See file dsdata.txt to determine how the superseded data were derived.
 AX1128
 AX1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT316711(NAD 83)
 AX1128_MARKER: DR = REFERENCE MARK DISK
 AX1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1128_STAMPING: HATCHER NO. 2 1943
 AX1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1128+STABILITY: SURFACE MOTION
 AX1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1128+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AX1128
 AX1128  HISTORY     - Date     Condition        Report By
 AX1128  HISTORY     - 1943     MONUMENTED       CGS
 AX1128  HISTORY     - 20041026 GOOD             USPSQD
 AX1128
 AX1128                          STATION DESCRIPTION
 AX1128
 AX1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1128'3.25 MI NW FROM ROCK ISLAND.
 AX1128'TO REACH FROM THE TEXAS AND NEW ORLEANS (OLD SAN ANTONIO AND ARANSAS
 AX1128'PASS) RAILROAD STATION AT ROCK ISLAND, PROCEED 1.85 MILE WESTERLY
 AX1128'ALONG A GRAVEL ROAD TO A RIGHT ANGLE TURN IN THE ROAD TO THE NORTH,
 AX1128'THENCE 1.05 MILE NORTHERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A
 AX1128'DIRT ROAD LEADING EAST AND A PRIVATE TRACK ROAD LEADING WEST, THENCE
 AX1128'0.35 MILE WESTERLY ALONG A PRIVATE TRACK ROAD TO A FRAM BUNGALOW RANCH
 AX1128'HOUSE AND SITE OF REFERENCE MARK HATCHER NO. 2.  REFERENCE MARK
 AX1128'HATCHER NO. 2 IS 20.5 FEET SOUTH OF THE SOUTHWEST BRICK CORNER POST OF
 AX1128'A FRAME BUNGALOW RANCH HOUSE AND 0.9 FOOT SOUTH OF A WOODEN PICKET
 AX1128'FENCE AROUND THE FRAME BUNGALOW RANCH HOUSE.  MONUMENT PROJECTS 0.3
 AX1128'FOOT.  REFERENCE MARK HATCHER NO. 2 IS 181.8 FEET SOUTHWEST OF
 AX1128'REFERENCE MARK HATCHER NO. 1.  REFERENCE MARK HATCHER NO. 2 IS 115.5
 AX1128'FEET WEST NORTHWEST OF HATCHER TRIANGULATION STATION.
 AX1128
 AX1128                          STATION RECOVERY (2004)
 AX1128
 AX1128'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0770 ***********************************************************************
 EN0770  DESIGNATION -  HATLEY
 EN0770  PID         -  EN0770
 EN0770  STATE/COUNTY-  TX/HALL
 EN0770  USGS QUAD   -  LESLEY (1985)
 EN0770
 EN0770                         *CURRENT SURVEY CONTROL
 EN0770  ___________________________________________________________________
 EN0770* NAD 83(1993)-  34 40 37.35540(N)    100 52 16.24312(W)     ADJUSTED  
 EN0770* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 EN0770  ___________________________________________________________________
 EN0770  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 EN0770  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EN0770
 EN0770  HORZ ORDER  -  FIRST
 EN0770
 EN0770.The horizontal coordinates were established by classical geodetic methods
 EN0770.and adjusted by the National Geodetic Survey in February 1996..
 EN0770
 EN0770.The orthometric height was scaled from a topographic map.
 EN0770
 EN0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0770
 EN0770.The geoid height was determined by GEOID03.
 EN0770
 EN0770;                    North         East     Units Scale Factor Converg.
 EN0770;SPC TX N     - 1,075,293.610   257,627.836   MT  0.99999384   +0 21 51.9
 EN0770;SPC TX N     - 3,527,859.12    845,233.99   sFT  0.99999384   +0 21 51.9
 EN0770;UTM  14      - 3,838,822.304   328,572.859   MT  0.99996222   -1 03 53.5
 EN0770
 EN0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0770!SPC TX N     -   0.99989897  x   0.99999384  =   0.99989281
 EN0770!UTM  14      -   0.99989897  x   0.99996222  =   0.99986120
 EN0770
 EN0770|---------------------------------------------------------------------|
 EN0770| PID    Reference Object                     Distance      Geod. Az  |
 EN0770|                                                           dddmmss.s |
 EN0770| CX8250 HATLEY RM 1                          24.523 METERS 17541     |
 EN0770| CX8251 HATLEY RM 2                          22.160 METERS 26544     |
 EN0770| CX8249 HATLEY AZ MK                                       2942444.1 |
 EN0770|---------------------------------------------------------------------|
 EN0770
 EN0770                          SUPERSEDED SURVEY CONTROL
 EN0770
 EN0770  NAD 83(1993)-  34 40 37.35724(N)    100 52 16.24057(W) AD(       ) 1
 EN0770  NAD 83(1986)-  34 40 37.36088(N)    100 52 16.23593(W) AD(       ) 1
 EN0770  NAD 27      -  34 40 37.16079(N)    100 52 14.72168(W) AD(       ) 1
 EN0770
 EN0770.Superseded values are not recommended for survey control.
 EN0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0770.See file dsdata.txt to determine how the superseded data were derived.
 EN0770
 EN0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2857338822(NAD 83)
 EN0770_MARKER: DS = TRIANGULATION STATION DISK
 EN0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0770
 EN0770  HISTORY     - Date     Condition        Report By
 EN0770  HISTORY     - 1964     MONUMENTED       CGS
 EN0770
 EN0770                          STATION DESCRIPTION
 EN0770
 EN0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0770'THE STATION IS LOCATED ABOUT 28-1/2 MILES NORTHEAST OF SILVERTON,
 EN0770'20 MILES NORTH OF TURKEY, 19 MILES SOUTH OF CLARENDON, ON THE
 EN0770'HIGHEST GROUND IN THE VICINITY.  THE PROPERTY IS OWNED BY MR. J.
 EN0770'HATLEY.
 EN0770'
 EN0770'TO REACH THE STATION FROM THE JUNCTION OF TEXAS STATE HIGHWAYS 70 AND
 EN0770'256, ABOUT 19 MILES SOUTH OF CLARENDON, GO EAST ON STATE HIGHWAY 256
 EN0770'FOR 1.05 MILES TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK ON
 EN0770'THE RIGHT.  CONTINUE AHEAD FOR 0.45 MILE TO THE TOP OF THE HILL AND
 EN0770'THE STATION ON THE RIGHT.
 EN0770'
 EN0770'THE STATION MARK IS A STANDARD DISK, STAMPED HATLEY 1964, CEMENTED IN
 EN0770'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 EN0770'GROUND.  IT IS 90 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 256,
 EN0770'36.0 FEET SOUTH SOUTHWEST OF A FENCE CORNER, 26 FEET WEST OF THE
 EN0770'CENTER OF A DRIVEWAY LEADING TO A HOUSE, 9.4 FEET WEST OF A FENCE
 EN0770'AND 4.3 FEET WEST OF A WITNESS POST.
 EN0770'
 EN0770'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HATLEY NO 1 1964,
 EN0770'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 EN0770'FLUSH WITH THE GROUND.  IT IS 103 FEET NORTHWEST OF THE NORTHWEST
 EN0770'CORNER OF THE HOUSE, 22 FEET WEST OF THE CENTER OF THE DRIVEWAY,
 EN0770'7.3 FEET WEST OF A FENCE CORNER, 0.8 FEET SOUTH OF A FENCE AND AT
 EN0770'ABOUT THE SAME ELEVATION AS THE STATION.
 EN0770'
 EN0770'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HATLEY NO 2 1964,
 EN0770'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 EN0770'FLUSH WITH THE GROUND.  IT IS 111 FEET SOUTH OF THE CENTER OF STATE
 EN0770'HIGHWAY 256, 58.4 FEET SOUTH OF A FENCE AND AT ABOUT THE SAME
 EN0770'ELEVATION AS THE STATION.
 EN0770'
 EN0770'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HATLEY 1964, CEMENTED
 EN0770'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 EN0770'INCHES ABOVE THE GROUND.  IT IS 55 FEET SOUTH SOUTHWEST OF THE
 EN0770'CENTER OF STATE HIGHWAY 256, 27 FEET EAST OF THE CENTER OF A BLADED
 EN0770'ROAD, 2.7 FEET EAST SOUTHEAST OF A TELEPHONE POLE AND 1.8 FEET
 EN0770'WEST NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0801 ***********************************************************************
 CB0801  DESIGNATION -  HAUNT ET
 CB0801  PID         -  CB0801
 CB0801  STATE/COUNTY-  TX/RUNNELS
 CB0801  USGS QUAD   -  WILMETH (1987)
 CB0801
 CB0801                         *CURRENT SURVEY CONTROL
 CB0801  ___________________________________________________________________
 CB0801* NAD 83(1993)-  31 56 44.13324(N)    100 06 27.09716(W)     ADJUSTED  
 CB0801* NAVD 88     -       591.8    (meters)    1942.     (feet)  VERTCON   
 CB0801  ___________________________________________________________________
 CB0801  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CB0801  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 CB0801
 CB0801  HORZ ORDER  -  THIRD
 CB0801  VERT ORDER  -  THIRD ? (See Below)
 CB0801
 CB0801.The horizontal coordinates were established by classical geodetic methods
 CB0801.and adjusted by the National Geodetic Survey in February 1996..
 CB0801
 CB0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0801.The vertical order pertains to the NGVD 29 superseded value.
 CB0801
 CB0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0801
 CB0801.The geoid height was determined by GEOID03.
 CB0801
 CB0801;                    North         East     Units Scale Factor Converg.
 CB0801;SPC TX C     - 3,252,665.663   721,350.096   MT  1.00001732   +0 06 58.7
 CB0801;SPC TX C     -10,671,453.93  2,366,629.44   sFT  1.00001732   +0 06 58.7
 CB0801;SPC TXNC     - 2,032,094.502   448,007.320   MT  1.00005728   -0 52 36.3
 CB0801;SPC TXNC     - 6,666,963.38  1,469,837.35   sFT  1.00005728   -0 52 36.3
 CB0801;UTM  14      - 3,534,940.410   395,323.539   MT  0.99973513   -0 35 09.8
 CB0801
 CB0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0801!SPC TX C     -   0.99991106  x   1.00001732  =   0.99992838
 CB0801!SPC TXNC     -   0.99991106  x   1.00005728  =   0.99996834
 CB0801!UTM  14      -   0.99991106  x   0.99973513  =   0.99964622
 CB0801
 CB0801:                Primary Azimuth Mark                     Grid Az
 CB0801:SPC TX C     -  HOLDER ET                                196 29 55.7
 CB0801:SPC TXNC     -  HOLDER ET                                197 29 30.7
 CB0801:UTM  14      -  HOLDER ET                                197 12 04.2
 CB0801
 CB0801|---------------------------------------------------------------------|
 CB0801| PID    Reference Object                     Distance      Geod. Az  |
 CB0801|                                                           dddmmss.s |
 CB0801| CB0803 HOLDER ET                           APPROX. 3.4 KM 1963654.4 |
 CB0801|---------------------------------------------------------------------|
 CB0801
 CB0801                          SUPERSEDED SURVEY CONTROL
 CB0801
 CB0801  NAD 83(1986)-  31 56 44.13981(N)    100 06 27.08358(W) AD(       ) 3
 CB0801  NAD 27      -  31 56 43.61688(N)    100 06 25.74836(W) AD(       ) 3
 CB0801  NGVD 29 (07/19/86)  591.6    (m)         1941.     (f) LEVELING    3  
 CB0801
 CB0801.Superseded values are not recommended for survey control.
 CB0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0801.See file dsdata.txt to determine how the superseded data were derived.
 CB0801
 CB0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA9532434940(NAD 83)
 CB0801_MARKER: DD = SURVEY DISK
 CB0801_SETTING: 0 = UNSPECIFIED SETTING
 CB0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0801
 CB0801  HISTORY     - Date     Condition        Report By
 CB0801  HISTORY     - 1958     MONUMENTED       USGS
 CB0801
 CB0801                          STATION DESCRIPTION
 CB0801
 CB0801'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0801'STATION IS LOCATED ABOUT 5.0 MI. N. AND 1.0 MI. E. OF NORTON, RUNNELS
 CB0801'COUNTY, TEXAS, ABOUT 1.0 MI. S. OF THE JUNCTION OF FARM ROADS 383 AND
 CB0801'384, ON THE E. BANK OF CUT AND 5 FT. N. OF POWER LINE POLE.
 CB0801'
 CB0801'TO REACH THE STATION FROM THE POST OFFICE IN NORTON, PROCEED N. 5.9
 CB0801'MI. ALONG FARM ROAD 383 TO CUT AND STATION ON THE RIGHT, 50 FT. E.
 CB0801'OF CENTERLINE OF RD., 1 FT. W. OF RIGHT-OF-WAY FENCE LINE AND 5 FT.
 CB0801'N. OF POWER LINE POLE.
 CB0801'
 CB0801'STATION MARK--STANDARD USGS ALUMINUM TABLET IN CONCRETE POST
 CB0801'PROJECTING ABOUT 0.3 FT. ABOVE GROUND, STAMPED ---HAUNT E.T. 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2798 ***********************************************************************
 AX2798  DESIGNATION -  HAUSMANN
 AX2798  PID         -  AX2798
 AX2798  STATE/COUNTY-  TX/FAYETTE
 AX2798  USGS QUAD   -  LA GRANGE WEST (1981)
 AX2798
 AX2798                         *CURRENT SURVEY CONTROL
 AX2798  ___________________________________________________________________
 AX2798* NAD 83(1993)-  29 52 45.37648(N)    096 53 45.08858(W)     ADJUSTED  
 AX2798* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 AX2798  ___________________________________________________________________
 AX2798  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AX2798  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AX2798
 AX2798  HORZ ORDER  -  FIRST
 AX2798
 AX2798.The horizontal coordinates were established by classical geodetic methods
 AX2798.and adjusted by the National Geodetic Survey in February 1996..
 AX2798
 AX2798.The orthometric height was scaled from a topographic map.
 AX2798
 AX2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2798
 AX2798.The geoid height was determined by GEOID03.
 AX2798
 AX2798;                    North         East     Units Scale Factor Converg.
 AX2798;SPC TXSC     - 4,228,575.484   803,236.514   MT  0.99990824   +1 01 51.0
 AX2798;SPC TXSC     -13,873,251.40  2,635,285.13   sFT  0.99990824   +1 01 51.0
 AX2798;UTM  14      - 3,307,267.130   703,207.999   MT  1.00010950   +1 02 54.9
 AX2798
 AX2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2798!SPC TXSC     -   0.99998098  x   0.99990824  =   0.99988922
 AX2798!UTM  14      -   0.99998098  x   1.00010950  =   1.00009048
 AX2798
 AX2798:                Primary Azimuth Mark                     Grid Az
 AX2798:SPC TXSC     -  LA GRANGE STANDPIPE                      018 22 22.3
 AX2798:UTM  14      -  LA GRANGE STANDPIPE                      018 21 18.4
 AX2798
 AX2798|---------------------------------------------------------------------|
 AX2798| PID    Reference Object                     Distance      Geod. Az  |
 AX2798|                                                           dddmmss.s |
 AX2798| AX2797 LA GRANGE STANDPIPE                 APPROX. 3.9 KM 0192413.3 |
 AX2798| AX2796 LA GRANGE FAYETTE CO CTHSE          APPROX. 3.3 KM 0301313.4 |
 AX2798| AX2790 LA GRANGE METHODIST CH SPIRE        APPROX. 3.7 KM 0345616.9 |
 AX2798| AX2768 FAYETTEVILLE MUNICIPAL TANK         APPROX.21.7 KM 0821859.5 |
 AX2798| CV7253 HAUSMANN RM 1                        29.770 METERS 09000     |
 AX2798| CV7252 HAUSMANN AZ MK                                     1242022.1 |
 AX2798| CV7254 HAUSMANN RM 2                        31.352 METERS 18137     |
 AX2798| AX2795 HOSTYN CATHOLIC CHURCH SPIRE        APPROX. 4.4 KM 2135425.2 |
 AX2798|---------------------------------------------------------------------|
 AX2798
 AX2798                          SUPERSEDED SURVEY CONTROL
 AX2798
 AX2798  NAD 83(1986)-  29 52 45.39382(N)    096 53 45.07630(W) AD(       ) 1
 AX2798  NAD 27      -  29 52 44.57800(N)    096 53 44.14300(W) AD(       ) 1
 AX2798
 AX2798.Superseded values are not recommended for survey control.
 AX2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2798.See file dsdata.txt to determine how the superseded data were derived.
 AX2798
 AX2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0320807267(NAD 83)
 AX2798_MARKER: DS = TRIANGULATION STATION DISK
 AX2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2798
 AX2798  HISTORY     - Date     Condition        Report By
 AX2798  HISTORY     - 1943     MONUMENTED       CGS
 AX2798  HISTORY     - 1952     GOOD             CGS
 AX2798
 AX2798                          STATION DESCRIPTION
 AX2798
 AX2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2798'THE STATION IS LOCATED ABOUT 3.0 MILES SW OF LA GRANGE, 14.0 MILES
 AX2798'N OF SCHULENBURG, AND 18.0 MILES E BY S OF SMITHVILLE, ON A
 AX2798'SMALL ROUND-TOPPED KNOLL, AND ON PROPERTY OWNED AND OCCUPIED BY
 AX2798'LOUIS HAUSMANN.  IT IS 0.1 MILE E OF THE HAUSMANN FARMHOUSE, AND
 AX2798'60 FEET N OF AN E-AND-W FENCE LINE.  THE DISK IS STAMPED
 AX2798'HAUSMANN, 1943, AND PROJECTS 4 INCHES.
 AX2798'
 AX2798'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2798'DISKS SET IN CONCRETE.
 AX2798'
 AX2798'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 1 FOOT N OF THE
 AX2798'E-W FENCE LINE.  THE DISK IS STAMPED HAUSMANN NO. 1 1943, AND
 AX2798'PROJECTS 2 INCHES.
 AX2798'
 AX2798'REFERENCE MARK NO. 2 IS S OF THE STATION, 1 FOOT N OF THE E-W
 AX2798'FENCE LINE.  THE DISK IS STAMPED HAUSMANN NO. 2 1943, AND
 AX2798'PROJECTS 6 INCHES.
 AX2798'
 AX2798'THE AZIMUTH MARK IS ABOUT 0.3 MILE S OF THE STATION, 30 FEET
 AX2798'N OF THE CENTER OF THE GRAVEL ROAD, AND 1 FOOT N OF AN E-AND-W
 AX2798'FENCE LINE, AND 0.05 MILE W OF THE T-ROAD INTERSECTION.  THE
 AX2798'DISK IS STAMPED HAUSMANN 1943, AND PROJECTS 6 INCHES.  TO REACH
 AX2798'FROM THE STATION.  GO BACK TO THE MAIN-TRAVELED GRAVEL ROAD.
 AX2798'TURN LEFT AND GO E 0.3 MILE TO THE MARK ON THE LEFT.
 AX2798'
 AX2798'TO REACH THE STATION FROM THE POST OFFICE IN LA GRANGE, GO
 AX2798'S ON U.S. HIGHWAY 77 FOR 2.9 MILES TO A GRAVELED SIDE ROAD
 AX2798'RIGHT.  TURN RIGHT AND GO N ON GRAVEL ROAD FOR 0.35 MILE TO
 AX2798'A T-INTERSECTION.  TURN LEFT AND GO W FOR 0.35 MILE TO A GATE AND
 AX2798'A SMALL BRIDGE ON THE RIGHT.  TURN RIGHT THROUGH GATE AND GO
 AX2798'N FOR 0.15 MILE TO TWO GATES AND A BARN BETWEEN THE GATES ON THE
 AX2798'RIGHT.  CONTINUE THROUGH GATES ON MAIN-TRAVELED ROAD FOR 0.15
 AX2798'MILE TO A WHITE PAINTED FARMHOUSE.  THEN TURN RIGHT THROUGH A
 AX2798'WIRE GATE.  THEN LEFT THROUGH PASTURE AND CONTINUE N FOR 0.1
 AX2798'MILE TO THE STATION.
 AX2798'
 AX2798'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX2798'
 AX2798'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX2798
 AX2798                          STATION RECOVERY (1952)
 AX2798
 AX2798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GES)
 AX2798'STATION LOCATED AND FOUND AS DESCRIBED.
 AX2798'
 AX2798'ALL MARKS IN PLACE AND IN GOOD CONDITION.
 AX2798'
 AX2798'DESCRIPTION ADEQUATE TO REACH STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1337 ***********************************************************************
 BZ1337  DESIGNATION -  HAVEN
 BZ1337  PID         -  BZ1337
 BZ1337  STATE/COUNTY-  TX/BELL
 BZ1337  USGS QUAD   -  BLAND (1995)
 BZ1337
 BZ1337                         *CURRENT SURVEY CONTROL
 BZ1337  ___________________________________________________________________
 BZ1337* NAD 83(1993)-  31 12 09.97636(N)    097 33 15.31938(W)     ADJUSTED  
 BZ1337* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 BZ1337  ___________________________________________________________________
 BZ1337  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BZ1337  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BZ1337
 BZ1337  HORZ ORDER  -  SECOND
 BZ1337
 BZ1337.The horizontal coordinates were established by classical geodetic methods
 BZ1337.and adjusted by the National Geodetic Survey in February 1996..
 BZ1337
 BZ1337.The orthometric height was scaled from a topographic map.
 BZ1337
 BZ1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1337
 BZ1337.The geoid height was determined by GEOID03.
 BZ1337
 BZ1337;                    North         East     Units Scale Factor Converg.
 BZ1337;SPC TX C     - 3,173,593.236   964,793.280   MT  0.99988789   +1 25 53.0
 BZ1337;SPC TX C     -10,412,030.48  3,165,325.95   sFT  0.99988789   +1 25 53.0
 BZ1337;UTM  14      - 3,452,974.804   637,733.454   MT  0.99983399   +0 44 56.8
 BZ1337
 BZ1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1337!SPC TX C     -   0.99996251  x   0.99988789  =   0.99985040
 BZ1337!UTM  14      -   0.99996251  x   0.99983399  =   0.99979650
 BZ1337
 BZ1337|---------------------------------------------------------------------|
 BZ1337| PID    Reference Object                     Distance      Geod. Az  |
 BZ1337|                                                           dddmmss.s |
 BZ1337| CV4237 HAVEN RM 1                           73.500 METERS 04810     |
 BZ1337| BZ1325 TEMPLE ARMY AIR FIELD BEACON        APPROX.14.8 KM 1134758.6 |
 BZ1337| CV4238 HAVEN RM 2                           61.713 METERS 12223     |
 BZ1337| BZ1339 SPARTA                              APPROX. 9.9 KM 1901510.9 |
 BZ1337| CV4236 HAVEN AZ MK                                        1992248.7 |
 BZ1337|---------------------------------------------------------------------|
 BZ1337
 BZ1337                          SUPERSEDED SURVEY CONTROL
 BZ1337
 BZ1337  NAD 83(1986)-  31 12 09.98459(N)    097 33 15.30463(W) AD(       ) 2
 BZ1337  NAD 27      -  31 12 09.35900(N)    097 33 14.25000(W) AD(       ) 2
 BZ1337
 BZ1337.Superseded values are not recommended for survey control.
 BZ1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1337.See file dsdata.txt to determine how the superseded data were derived.
 BZ1337
 BZ1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV3773352975(NAD 83)
 BZ1337_MARKER: DS = TRIANGULATION STATION DISK
 BZ1337_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BZ1337
 BZ1337  HISTORY     - Date     Condition        Report By
 BZ1337  HISTORY     - 1943     MONUMENTED       CGS
 BZ1337  HISTORY     - 1948     GOOD             USGS
 BZ1337  HISTORY     - 1962     GOOD             USE
 BZ1337  HISTORY     - 1965     GOOD             CGS
 BZ1337
 BZ1337                          STATION DESCRIPTION
 BZ1337
 BZ1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1337'THE STATION IS LOCATED ABOUT 12.0 MILES NE OF KILLEEN, 9.5
 BZ1337'MILES N OF NOLANVILLE, AND 4.5 MILES ENE OF BROOKHAVEN, ON A
 BZ1337'CULTIVATED HILL, AND ON PROPERTY OWNED BY MERVIN S. BOALES.
 BZ1337'IT IS ABOUT 100 YARDS SW OF THE HIGHEST POINT OF THE HILL,
 BZ1337'200 FEET NNW OF THE E AND W FENCE AND WOODS LINE, AND 1
 BZ1337'FOOT S OF THE SEVENTH FENCE POST FROM THE S END OF THE FIELD.
 BZ1337'THE DISK IS STAMPED HAVEN 1943, AND IS SET 1 FOOT BELOW THE
 BZ1337'GROUND SURFACE.
 BZ1337'
 BZ1337'STATION, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 BZ1337'CONCRETE.
 BZ1337'
 BZ1337'REFERENCE MARK NO. 1 IS E OF THE STATION, SET IN THE W EDGE
 BZ1337'OF THE WOODS AND ON THE E EDGE OF THE FIELD, AND ABOUT 2 FEET
 BZ1337'LOWER IN ELEVATION THAN THE STATION.  THE DISK IS STAMPED
 BZ1337'HAVEN NO. 1, 1943, AND PROJECTS 6 INCHES.
 BZ1337'
 BZ1337'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 40 FEET SW OF THE
 BZ1337'N AND S FENCE LINE, AND IN THE N EDGE OF THE WOODS, AND ABOUT
 BZ1337'2 FEET LOWER IN ELEVATION THAN THE STATION.  THE DISK IS STAMPED
 BZ1337'HAVEN NO. 2 1943, AND PROJECTS 5 INCHES.
 BZ1337'
 BZ1337'THE AZIMUTH MARK IS 0.3 MILE SW OF THE STATION, 18 FEET E
 BZ1337'OF THE WIRE GATE INTO THE FIELD, AND 1 FOOT W OF THE N AND
 BZ1337'S FENCE LINE.  THE DISK IS STAMPED HAVEN, 1943, AND PROJECTS
 BZ1337'6 INCHES.  TO REACH FROM THE STATION GO SW FOR 0.3 MILE TO THE
 BZ1337'WIRE GATE, AND THE MARK ON THE LEFT IN FENCE CORNER.
 BZ1337'
 BZ1337'TO REACH THE STATION FROM THE RAILROAD STATION IN KILLEEN.  GO N
 BZ1337'ON MAIN STREET AND OLD GATESVILLE ROAD FOR 3.0 MILES TO THE
 BZ1337'NEW DIRT HIGHWAY, TURN RIGHT AND CONTINUE NW FOR 4.7 MILES
 BZ1337'TO A GRAVEL SIDE ROAD RIGHT AND A SMALL WOODEN BRIDGE, TURN
 BZ1337'RIGHT AND CROSS BRIDGE, AND GO 1.4 MILES TO THE SMALL SETTLEMENT
 BZ1337'OF BROOKHAVEN, CONTINUE E ON GRAVEL ROAD FOR 0.35 MILE TO A
 BZ1337'T-ROAD, BEAR LEFT AND GO N ON GRAVEL ROAD FOR 5.2 MILES TO
 BZ1337'A FORK JUST W OF A SMALL WHITE PAINTED SCHOOL HOUSE ON THE
 BZ1337'RIGHT, BEAR LEFT AND GO 0.35 MILE TO THE W END OF THE BRIDGE,
 BZ1337'BEAR LEFT AND FOLLOW MAIN ROAD FOR 0.95 MILE TO A FORK IN
 BZ1337'FRONT OF A HOUSE ON THE RIGHT, BEAR RIGHT AND GO 1.55 MILES TO
 BZ1337'A T-ROAD, BEAR LEFT AND GO 0.55 MILE TO A GATE AT A BARN
 BZ1337'ON THE LEFT AND WATER TANK AND WINDMILL ON THE RIGHT, GO
 BZ1337'THROUGH GATE AND CONTINUE ON MAIN-TRAVELED FARM ROAD FOR
 BZ1337'0.45 MILE TO A FORK.  BEAR LEFT AND GO 0.05 MILE TO A
 BZ1337'GATE.  PASS THROUGH GATE AND CONTINUE AROUND E EDGE OF THE
 BZ1337'FIELD FOR 0.4 MILE TO A N AND S LINE OF FENCE POSTS.  TURN
 BZ1337'SHARP LEFT ALONG POST LINE AND GO N TO THE SEVENTH FENCE
 BZ1337'POST AND STATION.
 BZ1337'
 BZ1337'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BZ1337'
 BZ1337'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BZ1337
 BZ1337                          STATION RECOVERY (1948)
 BZ1337
 BZ1337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 BZ1337'STATION RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES--
 BZ1337'
 BZ1337'THE STATION IS LOCATED ABOUT 12.0 MILES NE OF KILLEEN, 9.5
 BZ1337'MILES N OF NOLANVILLE, 4.5 MILES ENE OF BROOKHAVEN, ON A
 BZ1337'CULTIVATED HILL, AND ON PROPERTY OWNED BY MERVIN S. BOALES.
 BZ1337'IT IS ABOUT 100 YARDS NE OF THE HIGHEST POINT OF THE HILL,
 BZ1337'214 FEET W OF THE E-W FENCE AND WOODS LINES, AND 1 FOOT W
 BZ1337'OF THE SEVENTH FENCE POST FROM THE E END OF THE FIELD.  STATION
 BZ1337'MARK IS STAMPED HAVEN 1943 AND IS SET 1 FOOT BELOW THE GROUND
 BZ1337'SURFACE.
 BZ1337
 BZ1337                          STATION RECOVERY (1962)
 BZ1337
 BZ1337'RECOVERY NOTE BY US ENGINEERS 1962
 BZ1337'STATION RECOVERED IN GOOD CONDITION.  STATION IS ABOUT 90
 BZ1337'METERS NE OF HIGHEST POINT OF HILL 65 METERS WEST OF WEST
 BZ1337'EDGE OF WOODED AREA, 75 METERS SOUTH OF SOUTH EDGE OF WOODED
 BZ1337'AREA, AND 15 METERS SW OF TANK TRAIL, A USC AND GS BRONZE
 BZ1337'DISK IN CONCRETE POST ABOUT 12 INCHES BELOW SURFACE OF GROUND.
 BZ1337'
 BZ1337'REFERENCE MARK NO. 1 FOUND BADLY DISTURBED, CONCRETE POST
 BZ1337'BROKEN DOWN AND DISPLACED, WITH BRONZE DISK INTACT.
 BZ1337'
 BZ1337'REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION, A USC AND GS
 BZ1337'BRONZE DISK IN CHIPPED CONCRETE POST AT WEST EDGE OF WOODED
 BZ1337'AREA.
 BZ1337'
 BZ1337'AZIMUTH MARK FOUND DESTROYED, DISK MUTILATED AND IN PIECES,
 BZ1337'THE CONCRETE POST BROKEN DOWN TO GROUND LEVEL IN PATH OF
 BZ1337'TANK TRAIL.
 BZ1337'
 BZ1337'FROM INTERSECTION OF BROOKHAVEN ROAD AND EAST RANGE ROAD GO
 BZ1337'EAST 1.7 MILES ON BROOKHAVEN ROAD TO T-JUNCTION 703, THEN
 BZ1337'NE 0.5 MILE ON NOLAN CREEK ROAD TO T-JUNCTION WITH ROAD TO
 BZ1337'NORTH, THEN NORTH 0.4 MILE TO FORK, THEN CONTINUE NORTH
 BZ1337'0.9 MILE TO INTERSECTIONS OF DIRT ROAD, THEN EAST 6 MILES ON DIRT
 BZ1337'ROAD PARALLEL TO AND NORTH OF BELTON DAM TO WHERE TRAIL REACHES
 BZ1337'ROCK-LEDGED TOP OF FLAT HILL.  THEN GO NORTH ON TANK TRAILS
 BZ1337'1.75 MILE TO FORK OF TRAILS AND AT SOUTH END OF SECOND LARGE
 BZ1337'CLEARING ATOP HILL, GO NE ON RIGHT TRAIL 0.3 MILE TO STATION
 BZ1337'SITE.
 BZ1337
 BZ1337                          STATION RECOVERY (1965)
 BZ1337
 BZ1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 BZ1337'STATION AND R.M. 2 FOUND IN GOOD CONDITION.  R.M. 1 FOUND
 BZ1337'DISTURBED.  AZIMUTH MARK DESTROYED.
 BZ1337'
 BZ1337'LANDMARKS MENTIONED IN DESCRIPTIONS NO LONGER EXIST.  PROPERTY
 BZ1337'NOW PART OF FORT HOOD MILITARY RESERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0511 ***********************************************************************
 CD0511  DESIGNATION -  HAWK
 CD0511  PID         -  CD0511
 CD0511  STATE/COUNTY-  TX/HUDSPETH
 CD0511  USGS QUAD   -  BLACK HILLS (1979)
 CD0511
 CD0511                         *CURRENT SURVEY CONTROL
 CD0511  ___________________________________________________________________
 CD0511* NAD 83(1993)-  31 25 25.60967(N)    105 20 59.03679(W)     ADJUSTED  
 CD0511* NAVD 88     -      1388.590  (meters)    4555.73   (feet)  ADJUSTED  
 CD0511  ___________________________________________________________________
 CD0511  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 CD0511  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0511  DYNAMIC HT  -        1386.411 (meters)    4548.58  (feet)  COMP
 CD0511  MODELED GRAV-     979,022.4   (mgal)                       NAVD 88
 CD0511
 CD0511  HORZ ORDER  -  FIRST
 CD0511  VERT ORDER  -  FIRST     CLASS II
 CD0511
 CD0511.The horizontal coordinates were established by classical geodetic methods
 CD0511.and adjusted by the National Geodetic Survey in February 1996..
 CD0511
 CD0511.The orthometric height was determined by differential leveling
 CD0511.and adjusted by the National Geodetic Survey in June 1991..
 CD0511
 CD0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0511
 CD0511.The geoid height was determined by GEOID03.
 CD0511
 CD0511.The dynamic height is computed by dividing the NAVD 88
 CD0511.geopotential number by the normal gravity value computed on the
 CD0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0511.degrees latitude (g = 980.6199 gals.).
 CD0511
 CD0511.The modeled gravity was interpolated from observed gravity values.
 CD0511
 CD0511;                    North         East     Units Scale Factor Converg.
 CD0511;SPC TX C     - 3,205,538.628   223,249.364   MT  0.99990882   -2 35 01.5
 CD0511;SPC TX C     -10,516,837.98    732,443.96   sFT  0.99990882   -2 35 01.5
 CD0511;UTM  13      - 3,476,621.890   466,760.888   MT  0.99961363   -0 10 56.4
 CD0511
 CD0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0511!SPC TX C     -   0.99978558  x   0.99990882  =   0.99969442
 CD0511!UTM  13      -   0.99978558  x   0.99961363  =   0.99939929
 CD0511
 CD0511:                Primary Azimuth Mark                     Grid Az
 CD0511:SPC TX C     -  HAWK AZ MK                               003 05 38.6
 CD0511:UTM  13      -  HAWK AZ MK                               000 41 33.5
 CD0511
 CD0511|---------------------------------------------------------------------|
 CD0511| PID    Reference Object                     Distance      Geod. Az  |
 CD0511|                                                           dddmmss.s |
 CD0511| CD0513 HAWK AZ MK                                         0003037.1 |
 CD0511| CD0512 HAWK RM 1                            19.150 METERS 05221     |
 CD0511| CD0510 HAWK RM 2                            10.970 METERS 17830     |
 CD0511| CD1039 SIERRA BLANCA                       APPROX.20.9 KM 2023525.7 |
 CD0511| CD1012 EL PASO FORT WORTH AWY BCN 6        APPROX.39.5 KM 3594756.2 |
 CD0511|---------------------------------------------------------------------|
 CD0511
 CD0511                          SUPERSEDED SURVEY CONTROL
 CD0511
 CD0511  NAD 83(1986)-  31 25 25.61244(N)    105 20 59.03194(W) AD(       ) 1
 CD0511  NAD 27      -  31 25 25.17000(N)    105 20 57.19100(W) AD(       ) 1
 CD0511  NGVD 29 (??/??/92) 1388.011  (m)         4553.83   (f) ADJ UNCH    1 2
 CD0511
 CD0511.Superseded values are not recommended for survey control.
 CD0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0511.See file dsdata.txt to determine how the superseded data were derived.
 CD0511
 CD0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ6676176622(NAD 83)
 CD0511_MARKER: DS = TRIANGULATION STATION DISK
 CD0511_SETTING: 66 = SET IN ROCK OUTCROP
 CD0511_SP_SET: BEDROCK
 CD0511_STAMPING: HAWK 1934
 CD0511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0511+STABILITY: POSITION/ELEVATION WELL
 CD0511
 CD0511  HISTORY     - Date     Condition        Report By
 CD0511  HISTORY     - 1934     MONUMENTED       CGS
 CD0511  HISTORY     - 1945     GOOD             USGS
 CD0511  HISTORY     - 1956     GOOD             CGS
 CD0511  HISTORY     - 1958     GOOD             NGS
 CD0511
 CD0511                          STATION DESCRIPTION
 CD0511
 CD0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD0511'TWENTY MILES, AIRLINE, NORTH OF THE TOWN OF SIERRA BLANCA, ON
 CD0511'THE WEST SIDE OF THE MAIN SIERRA BLANCA HIGHWAY WHICH LEADS
 CD0511'TO U.S. HIGHWAY 62, 57 FEET FROM THE WEST RIGHT-OF-WAY
 CD0511'FENCE, AT A POINT WHERE THE ROAD CROSSES A LOW FLAT RIDGE
 CD0511'ABOUT A 1/4 MILE WIDE.  THE STATION IS NEAR THE NORTH EDGE
 CD0511'OF THIS RIDGE, OVERLOOKING LOWER GROUND TO THE NORTH, ON
 CD0511'THE HIGHEST GROUND WEST OF THE ROAD, (GROUND TO THE EAST IS
 CD0511'HIGHER).  A SMALL RANCHHOUSE, ABOUT 3/4 MILE WEST OF THE ROAD
 CD0511'AND IN THE VALLEY TO THE NORTH, IS NORTHWEST OF THE STATION.
 CD0511'
 CD0511'TO REACH FROM SIERRA BLANCA GO NORTH FROM THE MAIN CORNER
 CD0511'ACROSS THE RAILROAD TRACKS FOR 0.5 MILE, TURN RIGHT AND
 CD0511'FOLLOW A GRADED DIRT ROAD THAT LEADS EAST AND THEN TURNS
 CD0511'NORTH, CONTINUE NORTH 6.15 MILES TO CATTLE GUARD.  THE JOE
 CD0511'O KEEFE RANCH CAN BE SEEN TO THE EAST ABOUT 1/2 MILE ALONG
 CD0511'THE FENCE.  CONTINUE ALONG THE MAIN ROAD FOR 10.40 MILES TO
 CD0511'WHERE THERE ARE TWO WOODEN GATES ON OPPOSITE SIDES OF THE
 CD0511'ROAD AND A RANCH ABOUT 1/4 MILE EAST OF THE ROAD, CONTINUE
 CD0511'ALONG THE HIGHWAY 2.65 MILES TO A POINT WHERE THE ROAD DROPS
 CD0511'OVER A LOW RIDGE INTO A VALLEY TO THE NORTH.  STATION IS
 CD0511'WEST OF THIS POINT.  NEAREST SUPPLIES, GAS, OIL AND
 CD0511'GROCERIES ARE AT SIERRA BLANCA, DRINKING WATER EITHER AT THE
 CD0511'JOE O KEEFE RANCH OR AT SIERRA BLANCA.
 CD0511'
 CD0511'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 CD0511'DISKS SET IN OUTCROPPING BEDROCK.
 CD0511'
 CD0511'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND 6 FEET
 CD0511'WEST OF THE ROAD RIGHT-OF-WAY FENCE.
 CD0511'
 CD0511'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND 56 FEET WEST
 CD0511'OF THE ROAD RIGHT-OF-WAY FENCE.
 CD0511'
 CD0511'AZIMUTH MARK IS 39 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE
 CD0511'IN OUTCROPPING RIMROCK ON THE SOUTH SLOPE OF THE FIRST RIDGE
 CD0511'TO THE NORTH OF THE STAION, 0.6 MILES NORTH OF THE STATION
 CD0511'(SPEEDOMETER READING).
 CD0511'
 CD0511'OBSERVATIONS FOR A NATURAL AZIMUTH MARK WERE MADE ON THE
 CD0511'STAND AT STATION SIERRA BLANCA, WHICH IS LOCATED ON THE
 CD0511'SOUTHERNMOST OF TWO PEAKS ON TOP OF SIERRA BLANCA MOUNTAIN,
 CD0511'THE HIGHEST OF THREE PROMINENT MOUNTAINS TO THE SOUTHWEST.
 CD0511'
 CD0511'STATIONS SIERRA BLANCA AND BLACK 1909 ARE VISIBLE FROM THE
 CD0511'STATION.
 CD0511'
 CD0511'A 4-FOOT STAND WILL CLEAR ALL LINES.
 CD0511
 CD0511                          STATION RECOVERY (1945)
 CD0511
 CD0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945 (WCE)
 CD0511'STATION MARK--STANDARD NGS BRONZE DISK, STAMPED -HAWK 1934- WEDGED
 CD0511'IN DRILL HOLE IN OUTCROPPING BEDROCK.
 CD0511
 CD0511                          STATION RECOVERY (1956)
 CD0511
 CD0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LWD)
 CD0511'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 CD0511'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO
 CD0511'THE STATION SITE ARE CORRECT.
 CD0511
 CD0511                          STATION RECOVERY (1958)
 CD0511
 CD0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0511'18.75 MI N FROM SIERRA BLANCA.
 CD0511'ABOUT 18.75 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0511'PACIFIC RAILROAD STATION AT SIERRA BLANCA, IN THE TOP OF A BEDROCK
 CD0511'OUTCROP, 127 FEET WEST OF THE CENTER LINE OF THE ROAD, 56 FEET WEST OF
 CD0511'A FENCE, ABOUT LEVEL WITH THE ROAD, SURROUNDED BY A CIRCLE OF LOOSE
 CD0511'ROCK PAINTED WHITE, AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0979 ***********************************************************************
 CD0979  DESIGNATION -  HAWK
 CD0979  PID         -  CD0979
 CD0979  STATE/COUNTY-  TX/CULBERSON
 CD0979  USGS QUAD   -  EMORY CORRAL (1973)
 CD0979
 CD0979                         *CURRENT SURVEY CONTROL
 CD0979  ___________________________________________________________________
 CD0979* NAD 83(1993)-  31 34 04.22206(N)    104 36 40.27842(W)     ADJUSTED  
 CD0979* NAVD 88     -      1568.     (meters)    5144.     (feet)  SCALED    
 CD0979  ___________________________________________________________________
 CD0979  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 CD0979  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CD0979
 CD0979  HORZ ORDER  -  THIRD
 CD0979
 CD0979.The horizontal coordinates were established by classical geodetic methods
 CD0979.and adjusted by the National Geodetic Survey in February 1996..
 CD0979
 CD0979.The orthometric height was scaled from a topographic map.
 CD0979
 CD0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0979
 CD0979.The geoid height was determined by GEOID03.
 CD0979
 CD0979;                    North         East     Units Scale Factor Converg.
 CD0979;SPC TX C     - 3,218,566.164   294,015.875   MT  0.99993047   -2 12 12.1
 CD0979;SPC TX C     -10,559,579.16    964,617.08   sFT  0.99993047   -2 12 12.1
 CD0979;UTM  13      - 3,492,601.127   536,896.668   MT  0.99961679   +0 12 12.8
 CD0979
 CD0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0979!SPC TX C     -   0.99975755  x   0.99993047  =   0.99968804
 CD0979!UTM  13      -   0.99975755  x   0.99961679  =   0.99937444
 CD0979
 CD0979:                Primary Azimuth Mark                     Grid Az
 CD0979:SPC TX C     -  BM CA 16                                 265 20 30.5
 CD0979:UTM  13      -  BM CA 16                                 262 56 05.6
 CD0979
 CD0979|---------------------------------------------------------------------|
 CD0979| PID    Reference Object                     Distance      Geod. Az  |
 CD0979|                                                           dddmmss.s |
 CD0979| CD0982 BM CA 16                            APPROX. 4.7 KM 2630818.4 |
 CD0979|---------------------------------------------------------------------|
 CD0979
 CD0979                          SUPERSEDED SURVEY CONTROL
 CD0979
 CD0979  NAD 83(1986)-  31 34 04.22272(N)    104 36 40.27657(W) AD(       ) 3
 CD0979  NAD 27      -  31 34 03.77601(N)    104 36 38.50040(W) AD(       ) 3
 CD0979
 CD0979.Superseded values are not recommended for survey control.
 CD0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0979.See file dsdata.txt to determine how the superseded data were derived.
 CD0979
 CD0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ3689792601(NAD 83)
 CD0979_MARKER: DD = SURVEY DISK
 CD0979_SETTING: 0 = UNSPECIFIED SETTING
 CD0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0979
 CD0979  HISTORY     - Date     Condition        Report By
 CD0979  HISTORY     - 1946     MONUMENTED       USGS
 CD0979
 CD0979                          STATION DESCRIPTION
 CD0979
 CD0979'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CD0979'STATION LOCATED 8.5 MI. NW. OF MONTGOMERY RANCH HOUSE, 7 MI. SW. OF
 CD0979'K. C. HEADQUARTERS, 5 MI. DUE S.  THE JUNCTION OF VAN HORN STATE LINE
 CD0979'COUNTY RD. WITH MADERA RANCH ROAD.  APPROXIMATELY 2.5 MI. N. OF K. C
 CD0979'W. PASTURE CORRAL.  ON W. END OF HILL THAT IS ABOUT 500 FT. E. OF
 CD0979'SADDLE.
 CD0979'
 CD0979'TO REACH FROM VAN HORN, GO E. ON U.S. HIGHWAY 80, 8 MI. AND JUST AFTER
 CD0979'CROSSING WILDHORSE CREEK /DRY/ TAKE T-RD. NE. /THIS RD. IS KNOWN
 CD0979'LOCALLY AS VAN HORN STATE LINE CO. RD./.  FOLLOW THIS DIRT BLADED RD.
 CD0979'45 MI. IN A GENERAL NE. DIRECTION TO MONTGOMERY RANCH HOUSE, CONTINUE
 CD0979'ON COUNTY RD. 5 MI. IN NW. DIRECTION TO CROSSROADS.  AT THIS POINT
 CD0979'K.C. RANCH W. PASTURE RD. CROSSES COUNTY RD.  TAKE RD. W.
 CD0979'APPROXIMATELLY 2 MI. TO RD. FORK NEAR OLD ABANDONED STONE HOUSE. FRO
 CD0979'HERE, TAKE RIGHT RD. 1.5 MI. TO K.C. W. PASTURE CORRAL.  STATION IS
 CD0979'1.5 MI. N.
 CD0979'
 CD0979'STATION MARK--STANDARD TABLET, STAMPED ---HAWK 1946---.
 CD0979'
 CD0979'REFERENCE MARK--STANDARD REFERENCE TABLET SET IN ROCK OUTCROP FLUSH
 CD0979'WITH THE GROUND, STAMPED ---HAWK 1946---, 192.00 FT. FROM STATION,
 CD0979'N 72 DEG 40 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0465 ***********************************************************************
 AM0465  DESIGNATION -  HAWK 1934
 AM0465  PID         -  AM0465
 AM0465  STATE/COUNTY-  TX/BRAZORIA
 AM0465  USGS QUAD   -  CEDAR LAKES WEST (1972)
 AM0465
 AM0465                         *CURRENT SURVEY CONTROL
 AM0465  ___________________________________________________________________
 AM0465* NAD 83(1993)-  28 49 57.13586(N)    095 31 56.42192(W)     ADJUSTED  
 AM0465* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0465  ___________________________________________________________________
 AM0465  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AM0465  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AM0465
 AM0465  HORZ ORDER  -  THIRD
 AM0465
 AM0465.The horizontal coordinates were established by classical geodetic methods
 AM0465.and adjusted by the National Geodetic Survey in February 1996..
 AM0465
 AM0465.The orthometric height was scaled from a topographic map.
 AM0465
 AM0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0465
 AM0465.The geoid height was determined by GEOID03.
 AM0465
 AM0465;                    North         East     Units Scale Factor Converg.
 AM0465;SPC TXSC     - 4,115,756.139   938,345.275   MT  0.99990141   +1 41 55.9
 AM0465;SPC TXSC     -13,503,109.93  3,078,554.46   sFT  0.99990141   +1 41 55.9
 AM0465;UTM  15      - 3,192,066.842   252,910.475   MT  1.00035350   -1 13 18.6
 AM0465
 AM0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0465!SPC TXSC     -   1.00000399  x   0.99990141  =   0.99990540
 AM0465!UTM  15      -   1.00000399  x   1.00035350  =   1.00035749
 AM0465
 AM0465                          SUPERSEDED SURVEY CONTROL
 AM0465
 AM0465  NAD 83(1986)-  28 49 57.14456(N)    095 31 56.40216(W) AD(       ) 3
 AM0465  NAD 27      -  28 49 56.23100(N)    095 31 55.59000(W) AD(       ) 3
 AM0465
 AM0465.Superseded values are not recommended for survey control.
 AM0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0465.See file dsdata.txt to determine how the superseded data were derived.
 AM0465
 AM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM5291092067(NAD 83)
 AM0465_MARKER: DS = TRIANGULATION STATION DISK
 AM0465_SETTING: 0 = UNSPECIFIED SETTING
 AM0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0465
 AM0465  HISTORY     - Date     Condition        Report By
 AM0465  HISTORY     - 1934     MONUMENTED       CGS
 AM0465  HISTORY     - 1947     MARK NOT FOUND   CGS
 AM0465  HISTORY     - 1960     MARK NOT FOUND   CGS
 AM0465  HISTORY     - 1962     MARK NOT FOUND   CGS
 AM0465
 AM0465                          STATION DESCRIPTION
 AM0465
 AM0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0465'STATION IS LOCATED ABOUT 14 MILES SW OF FREEPORT, ON THE N
 AM0465'SHORE OF CEDAR LAKES, 125 METERS NNW FROM N SHORE OF CEDAR
 AM0465'LAKES, AND 0.2 MILE NE OF POINT WHERE CEDAR LAKE BAYOU ENTERS
 AM0465'CEDAR LAKES.
 AM0465'
 AM0465'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AM0465'NO REFERENCE MARK WAS SET.
 AM0465'
 AM0465'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AM0465'BEACON 27 (1 MILE), 162 DEG.  WINDMILL (0.5 MILE), 274 DEG.
 AM0465'CENTER OF MOTT OF SALT CEDARS (0.5 MILE), 232 DEG.
 AM0465'
 AM0465'HEIGHT OF LIGHT ABOVE STATION MARK - 5.5 METERS.
 AM0465
 AM0465                          STATION RECOVERY (1947)
 AM0465
 AM0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0465'STATION NOT RECOVERED.  A THOROUGH SEARCH WAS MADE OF THE
 AM0465'VICINITY, BUT IT IS BELIEVED STATION IS BURIED BY SPOIL FROM THE
 AM0465'CANAL.
 AM0465'
 AM0465'RECOMMEND STATION BE CLASSIFIED AS LOST.
 AM0465
 AM0465                          STATION RECOVERY (1960)
 AM0465
 AM0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0465'LOST.  THE AREA WAS SEARCHED BUT THE STATION WAS NOT FOUND.
 AM0465'THE DESCRIPTION DOES NOT TIE THE STATION DOWN TO ANY SPECIFIC
 AM0465'POINT BUT IT IS BELIEVED THAT THE STATION HAS BEEN DESTROYED
 AM0465'OR COVERED BY DREDGING OPERATIONS.
 AM0465
 AM0465                          STATION RECOVERY (1962)
 AM0465
 AM0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AM0465'NOT RECOVERED.
 AM0465'
 AM0465'MUCH SPOIL FROM THE INTRACOASTAL WATERWAY HAS BEEN DEPOSITED IN
 AM0465'THIS AREA.  IT IS BELIEVED THE STATION IS COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0513 ***********************************************************************
 CD0513  DESIGNATION -  HAWK AZ MK
 CD0513  PID         -  CD0513
 CD0513  STATE/COUNTY-  TX/HUDSPETH
 CD0513  USGS QUAD   -  BLACK HILLS (1979)
 CD0513
 CD0513                         *CURRENT SURVEY CONTROL
 CD0513  ___________________________________________________________________
 CD0513* NAD 83(1986)-  31 25 56.     (N)    105 20 58.     (W)     SCALED    
 CD0513* NAVD 88     -      1366.139  (meters)    4482.07   (feet)  ADJUSTED  
 CD0513  ___________________________________________________________________
 CD0513  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0513  DYNAMIC HT  -        1363.995 (meters)    4475.04  (feet)  COMP
 CD0513  MODELED GRAV-     979,023.1   (mgal)                       NAVD 88
 CD0513
 CD0513  VERT ORDER  -  FIRST     CLASS II
 CD0513
 CD0513.The horizontal coordinates were scaled from a topographic map and have
 CD0513.an estimated accuracy of +/- 6 seconds.
 CD0513
 CD0513.The orthometric height was determined by differential leveling
 CD0513.and adjusted by the National Geodetic Survey in June 1991..
 CD0513
 CD0513.The geoid height was determined by GEOID03.
 CD0513
 CD0513.The dynamic height is computed by dividing the NAVD 88
 CD0513.geopotential number by the normal gravity value computed on the
 CD0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0513.degrees latitude (g = 980.6199 gals.).
 CD0513
 CD0513.The modeled gravity was interpolated from observed gravity values.
 CD0513
 CD0513;                    North         East    Units  Estimated Accuracy
 CD0513;SPC TX C     - 3,206,470.      223,320.      MT  (+/- 180 meters Scaled)
 CD0513
 CD0513                          SUPERSEDED SURVEY CONTROL
 CD0513
 CD0513  NGVD 29 (??/??/92) 1365.558  (m)         4480.17   (f) ADJ UNCH    1 2
 CD0513
 CD0513.Superseded values are not recommended for survey control.
 CD0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0513.See file dsdata.txt to determine how the superseded data were derived.
 CD0513
 CD0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ667775(NAD 83)
 CD0513_MARKER: DZ = AZIMUTH MARK DISK
 CD0513_SETTING: 66 = SET IN ROCK OUTCROP
 CD0513_SP_SET: OUTCROP
 CD0513_STAMPING: HAWK AZIMUTH 1934
 CD0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0513+STABILITY: POSITION/ELEVATION WELL
 CD0513
 CD0513  HISTORY     - Date     Condition        Report By
 CD0513  HISTORY     - 1934     MONUMENTED       CGS
 CD0513  HISTORY     - 1958     GOOD             NGS
 CD0513
 CD0513                          STATION DESCRIPTION
 CD0513
 CD0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0513'19.35 MI N FROM SIERRA BLANCA.
 CD0513'ABOUT 19.35 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0513'PACIFIC RAILROAD STATION AT SIERRA BLANCA, IN THE TOP OF A ROCK LEDGE
 CD0513'OUTCROP WHICH IS FLUSH WITH THE GROUND, 89 FEET WEST OF THE CENTER
 CD0513'LINE OF THE ROAD, ABOUT 100 FEET SOUTH OF THE CREST OF A HILL, 38 FEET
 CD0513'WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SURROUNDED BY A CIRCLE
 CD0513'OF LOOSE ROCK WHICH IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0512 ***********************************************************************
 CD0512  DESIGNATION -  HAWK RM 1
 CD0512  PID         -  CD0512
 CD0512  STATE/COUNTY-  TX/HUDSPETH
 CD0512  USGS QUAD   -  BLACK HILLS (1979)
 CD0512
 CD0512                         *CURRENT SURVEY CONTROL
 CD0512  ___________________________________________________________________
 CD0512* NAD 83(1986)-  31 25 25.     (N)    105 20 59.     (W)     SCALED    
 CD0512* NAVD 88     -      1388.303  (meters)    4554.79   (feet)  ADJUSTED  
 CD0512  ___________________________________________________________________
 CD0512  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0512  DYNAMIC HT  -        1386.124 (meters)    4547.64  (feet)  COMP
 CD0512  MODELED GRAV-     979,022.4   (mgal)                       NAVD 88
 CD0512
 CD0512  VERT ORDER  -  FIRST     CLASS II
 CD0512
 CD0512.The horizontal coordinates were scaled from a topographic map and have
 CD0512.an estimated accuracy of +/- 6 seconds.
 CD0512
 CD0512.The orthometric height was determined by differential leveling
 CD0512.and adjusted by the National Geodetic Survey in June 1991..
 CD0512
 CD0512.The geoid height was determined by GEOID03.
 CD0512
 CD0512.The dynamic height is computed by dividing the NAVD 88
 CD0512.geopotential number by the normal gravity value computed on the
 CD0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0512.degrees latitude (g = 980.6199 gals.).
 CD0512
 CD0512.The modeled gravity was interpolated from observed gravity values.
 CD0512
 CD0512;                    North         East    Units  Estimated Accuracy
 CD0512;SPC TX C     - 3,205,520.      223,250.      MT  (+/- 180 meters Scaled)
 CD0512
 CD0512                          SUPERSEDED SURVEY CONTROL
 CD0512
 CD0512  NGVD 29 (??/??/92) 1387.724  (m)         4552.89   (f) ADJ UNCH    1 2
 CD0512
 CD0512.Superseded values are not recommended for survey control.
 CD0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0512.See file dsdata.txt to determine how the superseded data were derived.
 CD0512
 CD0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ667766(NAD 83)
 CD0512_MARKER: DR = REFERENCE MARK DISK
 CD0512_SETTING: 66 = SET IN ROCK OUTCROP
 CD0512_SP_SET: BEDROCK
 CD0512_STAMPING: HAWK NO. 1 1934
 CD0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0512+STABILITY: POSITION/ELEVATION WELL
 CD0512
 CD0512  HISTORY     - Date     Condition        Report By
 CD0512  HISTORY     - 1934     MONUMENTED       CGS
 CD0512  HISTORY     - 1958     GOOD             NGS
 CD0512
 CD0512                          STATION DESCRIPTION
 CD0512
 CD0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0512'18.75 MI N FROM SIERRA BLANCA.
 CD0512'ABOUT 18.75 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0512'PACIFIC RAILROAD STATION AT SIERRA BLANCA, IN THE TOP OF A BEDROCK
 CD0512'OUTCROP WHICH IS FLUSH WITH THE GROUND, 77 FEET WEST OF THE CENTER
 CD0512'LINE OF THE ROAD, 63 FEET NORTHEAST OF TRIANGULATION STATION HAWK
 CD0512'1934, 6 1/2 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND
 CD0512'SURROUNDED BY A CIRCLE OF LOOSE ROCK PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0510 ***********************************************************************
 CD0510  DESIGNATION -  HAWK RM 2
 CD0510  PID         -  CD0510
 CD0510  STATE/COUNTY-  TX/HUDSPETH
 CD0510  USGS QUAD   -  BLACK HILLS (1979)
 CD0510
 CD0510                         *CURRENT SURVEY CONTROL
 CD0510  ___________________________________________________________________
 CD0510* NAD 83(1986)-  31 25 25.     (N)    105 20 59.     (W)     SCALED    
 CD0510* NAVD 88     -      1388.395  (meters)    4555.09   (feet)  ADJUSTED  
 CD0510  ___________________________________________________________________
 CD0510  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0510  DYNAMIC HT  -        1386.217 (meters)    4547.95  (feet)  COMP
 CD0510  MODELED GRAV-     979,022.4   (mgal)                       NAVD 88
 CD0510
 CD0510  VERT ORDER  -  FIRST     CLASS II
 CD0510
 CD0510.The horizontal coordinates were scaled from a topographic map and have
 CD0510.an estimated accuracy of +/- 6 seconds.
 CD0510
 CD0510.The orthometric height was determined by differential leveling
 CD0510.and adjusted by the National Geodetic Survey in June 1991..
 CD0510
 CD0510.The geoid height was determined by GEOID03.
 CD0510
 CD0510.The dynamic height is computed by dividing the NAVD 88
 CD0510.geopotential number by the normal gravity value computed on the
 CD0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0510.degrees latitude (g = 980.6199 gals.).
 CD0510
 CD0510.The modeled gravity was interpolated from observed gravity values.
 CD0510
 CD0510;                    North         East    Units  Estimated Accuracy
 CD0510;SPC TX C     - 3,205,520.      223,250.      MT  (+/- 180 meters Scaled)
 CD0510
 CD0510                          SUPERSEDED SURVEY CONTROL
 CD0510
 CD0510  NGVD 29 (??/??/92) 1387.816  (m)         4553.19   (f) ADJ UNCH    1 2
 CD0510
 CD0510.Superseded values are not recommended for survey control.
 CD0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0510.See file dsdata.txt to determine how the superseded data were derived.
 CD0510
 CD0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ667766(NAD 83)
 CD0510_MARKER: DR = REFERENCE MARK DISK
 CD0510_SETTING: 66 = SET IN ROCK OUTCROP
 CD0510_SP_SET: BEDROCK
 CD0510_STAMPING: HAWK NO. 2 1934
 CD0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0510+STABILITY: POSITION/ELEVATION WELL
 CD0510
 CD0510  HISTORY     - Date     Condition        Report By
 CD0510  HISTORY     - 1934     MONUMENTED       CGS
 CD0510  HISTORY     - 1958     GOOD             NGS
 CD0510
 CD0510                          STATION DESCRIPTION
 CD0510
 CD0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0510'18.75 MI N FROM SIERRA BLANCA.
 CD0510'ABOUT 18.75 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0510'PACIFIC RAILROAD STATION AT SIERRA BLANCA, IN THE TOP OF A BEDROCK
 CD0510'OUTCROP WHICH IS FLUSH WITH THE GROUND, 124 FEET WEST OF THE CENTER
 CD0510'LINE OF THE ROAD, ABOUT 0.35 MILE NORTH OF THE JUNCTION OF A DIRT ROAD
 CD0510'LEADING WEST, 54 FEET WEST OF A FENCE, 35.9 FEET SOUTH OF
 CD0510'TRIANGULATION STATION HAWK 1934, ABOUT LEVEL WITH THE ROAD, AND
 CD0510'SURROUNDED BY A CIRCLE OF LOOSE ROCK PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1110 ***********************************************************************
 CA1110  DESIGNATION -  HAWKINS
 CA1110  PID         -  CA1110
 CA1110  STATE/COUNTY-  TX/MCCULLOCH
 CA1110  USGS QUAD   -  WEST SWEDEN (1987)
 CA1110
 CA1110                         *CURRENT SURVEY CONTROL
 CA1110  ___________________________________________________________________
 CA1110* NAD 83(1993)-  31 11 22.46198(N)    099 23 37.91271(W)     ADJUSTED  
 CA1110* NAVD 88     -       571.8    (meters)    1876.     (feet)  VERTCON   
 CA1110  ___________________________________________________________________
 CA1110  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 CA1110  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CA1110
 CA1110  HORZ ORDER  -  SECOND
 CA1110
 CA1110.The horizontal coordinates were established by classical geodetic methods
 CA1110.and adjusted by the National Geodetic Survey in February 1996..
 CA1110
 CA1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1110
 CA1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1110
 CA1110.The geoid height was determined by GEOID03.
 CA1110
 CA1110;                    North         East     Units Scale Factor Converg.
 CA1110;SPC TX C     - 3,169,200.363   789,534.105   MT  0.99988711   +0 29 02.0
 CA1110;SPC TX C     -10,397,618.19  2,590,329.81   sFT  0.99988711   +0 29 02.0
 CA1110;UTM  14      - 3,450,678.464   462,473.746   MT  0.99961737   -0 12 14.3
 CA1110
 CA1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1110!SPC TX C     -   0.99991392  x   0.99988711  =   0.99980104
 CA1110!UTM  14      -   0.99991392  x   0.99961737  =   0.99953133
 CA1110
 CA1110:                Primary Azimuth Mark                     Grid Az
 CA1110:SPC TX C     -  BRADY MCCULLOCH ELEC COOP MAST           007 35 41.0
 CA1110:UTM  14      -  BRADY MCCULLOCH ELEC COOP MAST           008 16 57.3
 CA1110
 CA1110|---------------------------------------------------------------------|
 CA1110| PID    Reference Object                     Distance      Geod. Az  |
 CA1110|                                                           dddmmss.s |
 CA1110| CA1109 BRADY MCCULLOCH ELEC COOP MAST      APPROX. 2.0 KM 0080443.0 |
 CA1110| CV4239 HAWKINS RM 1                         15.275 METERS 08030     |
 CA1110| CV4240 HAWKINS RM 2                         15.223 METERS 34715     |
 CA1110|---------------------------------------------------------------------|
 CA1110
 CA1110                          SUPERSEDED SURVEY CONTROL
 CA1110
 CA1110  NAD 83(1986)-  31 11 22.47020(N)    099 23 37.89843(W) AD(       ) 2
 CA1110  NAD 27      -  31 11 21.86260(N)    099 23 36.69417(W) AD(       ) 2
 CA1110  NGVD 29 (07/19/86)  571.7    (m)         1876.     (f) VERT ANG       
 CA1110
 CA1110.Superseded values are not recommended for survey control.
 CA1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1110.See file dsdata.txt to determine how the superseded data were derived.
 CA1110
 CA1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6247450678(NAD 83)
 CA1110_MARKER: DD = SURVEY DISK
 CA1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1110
 CA1110  HISTORY     - Date     Condition        Report By
 CA1110  HISTORY     - 1971     MONUMENTED       USGS
 CA1110
 CA1110                          STATION DESCRIPTION
 CA1110
 CA1110'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1110'THE STATION IS LOCATED NORTH 42 DEG WEST 5 MILES AIRLINE
 CA1110'FROM BRADY, TEXAS, ON SOUTH END OF A TIMBERED RIDGE OWNED
 CA1110'BY L.V. JENNINGS.
 CA1110'
 CA1110'TO REACH FROM COURTHOUSE IN BRADY, TEXAS, GO 3.6 MILES NORTHWEST
 CA1110'ON U.S. HIGHWAYS 283 AND 87 TO JUNCTION, GO 1.0 MILE NORTH
 CA1110'ON U.S. HIGHWAY 283 TO GRAVEL ROAD LEFT (WEST), GO 0.9 MILE
 CA1110'WEST ON GRAVEL ROAD TO PRIVATE DRIVE RIGHT (NORTH) GO 0.4
 CA1110'MILE NORTH TO GATE IN EAST-WEST FENCE JUST NORTHEAST OF
 CA1110'JENNING HOUSE, THROUGH GATE GO 450 FEET WEST TO STATION
 CA1110'SITE ON TOP OF RIDGE, 7.2 FEET EAST-SOUTHEAST OF USGS WITNESS
 CA1110'SIGN MOUNTED ON A METAL POST.
 CA1110'
 CA1110'STATION MARK--A USGS STANDARD ALUMINUM TABLET SET IN A CONCRETE
 CA1110'POST PROJECTING 0.5 FOOT AND STAMPED HAWKINS ET 1960-1971.
 CA1110'
 CA1110'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET SOLDERED
 CA1110'TO A COPPER COATED STEEL ROD 2.5 FEET LONG SET IN A DRILL
 CA1110'HOLE AND GROUTED, CENTERED IN AN ORANGEBURG TILE, 6 INCHES
 CA1110'IN DIAMETER, 1 FOOT LONG, FILLED WITH GRAVEL.  THE TABLET
 CA1110'IS FLUSH WITH GROUND AND STAMPED HAWKINS ET 1960 NO. 1 1971.
 CA1110'
 CA1110'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET SOLDERED
 CA1110'TO A COPPER COATED STEEL ROD 2.5 FEET LONG SET IN A DRILL
 CA1110'HOLE AND GROUTED, CENTERED IN AN ORANGEBURG TILE, 6 INCHES
 CA1110'IN DIAMETER, 1 FOOT LONG, FILLED WITH GRAVEL.  THE TABLET
 CA1110'IS FLUSH WITH GROUND AND STAMPED HAWKINS ET 1960 NO. 2 1971.
 CA1110'
 CA1110'STATION MC CULLOCH ELECTRIC CO-OP RADIO MAST IS VISIBLE
 CA1110'FROM THE GROUND AT THIS STATION AND WILL SERVE AS THE AZIMUTH
 CA1110'MARK.
 CA1110'
 CA1110'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1242 ***********************************************************************
 CR1242  DESIGNATION -  HAWKINS
 CR1242  PID         -  CR1242
 CR1242  STATE/COUNTY-  TX/WOOD
 CR1242  USGS QUAD   -  HAWKINS (1981)
 CR1242
 CR1242                         *CURRENT SURVEY CONTROL
 CR1242  ___________________________________________________________________
 CR1242* NAD 83(1993)-  32 35 09.86843(N)    095 11 59.89556(W)     ADJUSTED  
 CR1242* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 CR1242  ___________________________________________________________________
 CR1242  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CR1242  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR1242
 CR1242  HORZ ORDER  -  THIRD
 CR1242
 CR1242.The horizontal coordinates were established by classical geodetic methods
 CR1242.and adjusted by the National Geodetic Survey in February 1996..
 CR1242
 CR1242.The orthometric height was scaled from a topographic map.
 CR1242
 CR1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1242
 CR1242.The geoid height was determined by GEOID03.
 CR1242
 CR1242;                    North         East     Units Scale Factor Converg.
 CR1242;SPC TXNC     - 2,106,818.977   909,750.039   MT  0.99990542   +1 47 59.3
 CR1242;SPC TXNC     - 6,912,121.93  2,984,738.25   sFT  0.99990542   +1 47 59.3
 CR1242;UTM  15      - 3,607,536.291   293,512.161   MT  1.00012579   -1 11 06.9
 CR1242
 CR1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1242!SPC TXNC     -   0.99998438  x   0.99990542  =   0.99988980
 CR1242!UTM  15      -   0.99998438  x   1.00012579  =   1.00011017
 CR1242
 CR1242|---------------------------------------------------------------------|
 CR1242| PID    Reference Object                     Distance      Geod. Az  |
 CR1242|                                                           dddmmss.s |
 CR1242| CY2083 HAWKINS RM 1                         12.222 METERS 08934     |
 CR1242| CY2084 HAWKINS RM 2                         11.784 METERS 17912     |
 CR1242| CY2082 HAWKINS AZ MK                                      2672925.7 |
 CR1242| CR1241 HAWKINS MUNICIPAL TANK              461.534 METERS 3295927.9 |
 CR1242|---------------------------------------------------------------------|
 CR1242
 CR1242                          SUPERSEDED SURVEY CONTROL
 CR1242
 CR1242  NAD 83(1986)-  32 35 09.87603(N)    095 11 59.88194(W) AD(       ) 3
 CR1242  NAD 27      -  32 35 09.35630(N)    095 11 59.06970(W) AD(       ) 3
 CR1242
 CR1242.Superseded values are not recommended for survey control.
 CR1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1242.See file dsdata.txt to determine how the superseded data were derived.
 CR1242
 CR1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9351207536(NAD 83)
 CR1242_MARKER: DS = TRIANGULATION STATION DISK
 CR1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1242+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 CR1242
 CR1242  HISTORY     - Date     Condition        Report By
 CR1242  HISTORY     - 1957     MONUMENTED       CGS
 CR1242  HISTORY     - 19950810 GOOD             USPSQD
 CR1242  HISTORY     - 20040607 GOOD             USPSQD
 CR1242
 CR1242                          STATION DESCRIPTION
 CR1242
 CR1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1242'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF HAWKINS, 29
 CR1242'FEET EAST OF A LARGE TREE, 23 FEET NORTH OF THE CENTER OF AN
 CR1242'OILED ROAD, 6 FEET SOUTHEAST OF A WITNESS POST AND 4 FEET
 CR1242'SOUTH OF A WIRE FENCE.  THE MARK IS SET FLUSH WITH THE SURFACE
 CR1242'OF THE GROUND AND IS STAMPED HAWKINS 1957.
 CR1242'
 CR1242'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF THE CENTER OF AN
 CR1242'OILED ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS
 CR1242'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 CR1242'HAWKINS NO 1 1957.
 CR1242'
 CR1242'REFERENCE MARK NO. 2 IS 17 FEET SOUTH OF THE CENTER OF A NOILED
 CR1242'ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK IS SET
 CR1242'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED HAWKINS
 CR1242'NO 2 1957.
 CR1242'
 CR1242'AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF A OILED ROAD,
 CR1242'5 FEET NORTHEAST OF A FIRE PLUG, 2 FEET NORTH OF A POWERLINE
 CR1242'POLE AND 2 FEET EAST OF A WITNESS POST.  THE MARK IS SET
 CR1242'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED HAWKINS
 CR1242'1957.
 CR1242'
 CR1242'TO REACH THE STATION FROM THE POST OFFICE IN HAWKINS, GO SOUTH
 CR1242'FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK
 CR1242'AS DESCRIBED, TURN LEFT ON THE OILED ROAD AND GO EAST FOR
 CR1242'0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CR1242'
 CR1242'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
 CR1242
 CR1242                          STATION RECOVERY (1995)
 CR1242
 CR1242'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1242'RECOVERED IN GOOD CONDITION.
 CR1242
 CR1242                          STATION RECOVERY (2004)
 CR1242
 CR1242'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1240 ***********************************************************************
 CR1240  DESIGNATION -  HAWKINS HALLIBURTON PLT MAST
 CR1240  PID         -  CR1240
 CR1240  STATE/COUNTY-  TX/WOOD
 CR1240  USGS QUAD   -  HAWKINS (1981)
 CR1240
 CR1240                         *CURRENT SURVEY CONTROL
 CR1240  ___________________________________________________________________
 CR1240* NAD 83(1993)-  32 35 24.14166(N)    095 13 26.99182(W)     ADJUSTED  
 CR1240* NAVD 88     -                                                        
 CR1240  ___________________________________________________________________
 CR1240  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CR1240  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CR1240
 CR1240  HORZ ORDER  -  THIRD
 CR1240
 CR1240.The horizontal coordinates were established by classical geodetic methods
 CR1240.and adjusted by the National Geodetic Survey in February 1996..
 CR1240
 CR1240
 CR1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1240
 CR1240.The geoid height was determined by GEOID03.
 CR1240
 CR1240;                    North         East     Units Scale Factor Converg.
 CR1240;SPC TXNC     - 2,107,187.332   907,466.210   MT  0.99990486   +1 47 11.8
 CR1240;SPC TXNC     - 6,913,330.44  2,977,245.39   sFT  0.99990486   +1 47 11.8
 CR1240;UTM  15      - 3,608,023.189   291,250.101   MT  1.00013737   -1 11 54.3
 CR1240
 CR1240                          SUPERSEDED SURVEY CONTROL
 CR1240
 CR1240  NAD 83(1986)-  32 35 24.14875(N)    095 13 26.97790(W) AD(       ) 4
 CR1240  NAD 27      -  32 35 23.64200(N)    095 13 26.15900(W) AD(       ) 3
 CR1240
 CR1240.Superseded values are not recommended for survey control.
 CR1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1240.See file dsdata.txt to determine how the superseded data were derived.
 CR1240
 CR1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9125008023(NAD 83)
 CR1240_MARKER: 42 = RADIO/TV MAST
 CR1240
 CR1240  HISTORY     - Date     Condition        Report By
 CR1240  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1240  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 CR1240  HISTORY     - 20040607 MARK NOT FOUND   USPSQD
 CR1240
 CR1240                          STATION DESCRIPTION
 CR1240
 CR1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1240'THE STATION IS LOCATED ABOUT 1 MILE WEST OF HAWKINS AND ABOUT
 CR1240'100 YARDS SOUTH OF U.S. HIGHWAY 80 AT THE HALLIBURTON OIL
 CR1240'WELL CEMENTING CO. PLANT.
 CR1240'
 CR1240'IT IS PAINTED ALTERNATELY RED AND WHITE IN COLOR AND IS
 CR1240'280 FEET HIGH.  THE RED FLASHER LIGHT AT THE TOP WAS THE
 CR1240'POINT INTERSECTED.
 CR1240'
 CR1240'TO REACH THE STATION FROM THE POST OFFICE IN HAWKINS GO SOUTH
 CR1240'FOR 0.05 MILE TO U.S. HIGHWAY 80, TURN RIGHT, WEST, AND
 CR1240'GO 1.0 MILE ON U.S. HIGHWAY 80 TO THE HALLIBURTON PLANT
 CR1240'ON THE LEFT AND THE STATION AS DESCRIBED.
 CR1240
 CR1240                          STATION RECOVERY (1995)
 CR1240
 CR1240'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1240'MARK NOT FOUND.
 CR1240
 CR1240                          STATION RECOVERY (2004)
 CR1240
 CR1240'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1241 ***********************************************************************
 CR1241  DESIGNATION -  HAWKINS MUNICIPAL TANK
 CR1241  PID         -  CR1241
 CR1241  STATE/COUNTY-  TX/WOOD
 CR1241  USGS QUAD   -  HAWKINS (1981)
 CR1241
 CR1241                         *CURRENT SURVEY CONTROL
 CR1241  ___________________________________________________________________
 CR1241* NAD 83(1993)-  32 35 22.84244(N)    095 12 08.74680(W)     ADJUSTED  
 CR1241* NAVD 88     -                                                        
 CR1241  ___________________________________________________________________
 CR1241  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CR1241  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CR1241
 CR1241  HORZ ORDER  -  THIRD
 CR1241
 CR1241.The horizontal coordinates were established by classical geodetic methods
 CR1241.and adjusted by the National Geodetic Survey in February 1996..
 CR1241
 CR1241
 CR1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1241
 CR1241.The geoid height was determined by GEOID03.
 CR1241
 CR1241;                    North         East     Units Scale Factor Converg.
 CR1241;SPC TXNC     - 2,107,211.157   909,506.795   MT  0.99990491   +1 47 54.5
 CR1241;SPC TXNC     - 6,913,408.60  2,983,940.21   sFT  0.99990491   +1 47 54.5
 CR1241;UTM  15      - 3,607,940.696   293,289.621   MT  1.00012692   -1 11 12.1
 CR1241
 CR1241                          SUPERSEDED SURVEY CONTROL
 CR1241
 CR1241  NAD 83(1986)-  32 35 22.84968(N)    095 12 08.73293(W) AD(       ) 4
 CR1241  NAD 27      -  32 35 22.33700(N)    095 12 07.92600(W) AD(       ) 3
 CR1241
 CR1241.Superseded values are not recommended for survey control.
 CR1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1241.See file dsdata.txt to determine how the superseded data were derived.
 CR1241
 CR1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9329007941(NAD 83)
 CR1241_MARKER: 53 = ELEVATED TANK
 CR1241
 CR1241  HISTORY     - Date     Condition        Report By
 CR1241  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1241  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 CR1241  HISTORY     - 20040607 MARK NOT FOUND   USPSQD
 CR1241
 CR1241                          STATION DESCRIPTION
 CR1241
 CR1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CR1241'THE STATION IS LOCATED IN THE NORTHEAST PART OF TOWN AT THE
 CR1241'END OF FOREST STREET.
 CR1241'
 CR1241'THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE PAINTED
 CR1241'SILVER IN COLOR AND IS 120 FEET HIGH.  THE BALL ON THE TOP
 CR1241'WAS THE POINT INTERSECTED.
 CR1241
 CR1241                          STATION RECOVERY (1995)
 CR1241
 CR1241'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1241'MARK NOT FOUND.
 CR1241
 CR1241                          STATION RECOVERY (2004)
 CR1241
 CR1241'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2312 ***********************************************************************
 BL2312  PACS        -  This is a Primary Airport Control Station.
 BL2312  DESIGNATION -  HAWPORT
 BL2312  PID         -  BL2312
 BL2312  STATE/COUNTY-  TX/HARDIN
 BL2312  USGS QUAD   -  KOUNTZE SOUTH (1984)
 BL2312
 BL2312                         *CURRENT SURVEY CONTROL
 BL2312  ___________________________________________________________________
 BL2312* NAD 83(1993)-  30 20 16.68196(N)    094 15 29.87834(W)     ADJUSTED  
 BL2312* NAVD 88     -        20.16   (meters)      66.1    (feet)  GPS OBS   
 BL2312  ___________________________________________________________________
 BL2312  X           -    -409,090.802 (meters)                     COMP
 BL2312  Y           -  -5,494,212.788 (meters)                     COMP
 BL2312  Z           -   3,202,760.561 (meters)                     COMP
 BL2312  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BL2312  ELLIP HEIGHT-          -7.47  (meters)          (10/24/00) GPS OBS
 BL2312  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL2312
 BL2312  HORZ ORDER  -  B
 BL2312  ELLP ORDER  -  FOURTH    CLASS II
 BL2312
 BL2312.This mark is at Hawthorne Fld (45R) Airport (45R)
 BL2312
 BL2312.The horizontal coordinates were established by GPS observations
 BL2312.and adjusted by the National Geodetic Survey in February 1996..
 BL2312
 BL2312.The orthometric height was determined by GPS observations and a
 BL2312.high-resolution geoid model.
 BL2312
 BL2312.GPS derived orthometric heights for airport stations designated as
 BL2312.PACS or SACS are published to 2 decimal places.  This maintains
 BL2312.centimeter relative accuracy between the PACS and SACS.  It does
 BL2312.not indicate centimeter accuracy relative to other marks which are
 BL2312.part of the NAVD 88 network.
 BL2312
 BL2312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2312
 BL2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2312
 BL2312.The ellipsoidal height was determined by GPS observations
 BL2312.and is referenced to NAD 83.
 BL2312
 BL2312.The geoid height was determined by GEOID03.
 BL2312
 BL2312;                    North         East     Units Scale Factor Converg.
 BL2312;SPC TX C     - 3,090,364.297 1,283,840.543   MT  0.99994829   +3 07 44.4
 BL2312;SPC TX C     -10,138,970.20  4,212,066.85   sFT  0.99994829   +3 07 44.4
 BL2312;UTM  15      - 3,356,906.731   379,048.456   MT  0.99978048   -0 38 08.3
 BL2312
 BL2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2312!SPC TX C     -   1.00000117  x   0.99994829  =   0.99994946
 BL2312!UTM  15      -   1.00000117  x   0.99978048  =   0.99978165
 BL2312
 BL2312:                Primary Azimuth Mark                     Grid Az
 BL2312:SPC TX C     -  HAWPORT AZ MK                            137 57 13.0
 BL2312:UTM  15      -  HAWPORT AZ MK                            141 43 05.7
 BL2312
 BL2312|---------------------------------------------------------------------|
 BL2312| PID    Reference Object                     Distance      Geod. Az  |
 BL2312|                                                           dddmmss.s |
 BL2312| BL2313 HAWPORT AZ MK                       APPROX. 0.7 KM 1410457.4 |
 BL2312| AB9696 45R A                               429.601 METERS 3173652.6 |
 BL2312|---------------------------------------------------------------------|
 BL2312
 BL2312                          SUPERSEDED SURVEY CONTROL
 BL2312
 BL2312  ELLIP H (02/20/96)   -7.32   (m)                       GP(       ) 3 2
 BL2312  NAD 83(1993)-  30 20 16.68280(N)    094 15 29.87625(W) AD(       ) 3
 BL2312  ELLIP H (02/16/96)   -7.37   (m)                       GP(       ) 5 1
 BL2312  NAD 83(1993)-  30 20 16.69206(N)    094 15 29.86315(W) AD(       ) 3
 BL2312  ELLIP H (01/21/93)   -7.42   (m)                       GP(       ) 4 2
 BL2312  NAD 83(1986)-  30 20 16.69967(N)    094 15 29.86085(W) AD(       ) 3
 BL2312  NAD 27      -  30 20 15.95346(N)    094 15 29.18634(W) AD(       ) 3
 BL2312  NGVD 29 (12/08/88)   20.1    (m)           66.     (f) GPS OBS        
 BL2312
 BL2312.Superseded values are not recommended for survey control.
 BL2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2312.See file dsdata.txt to determine how the superseded data were derived.
 BL2312
 BL2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7904856907(NAD 83)
 BL2312_MARKER: I = METAL ROD
 BL2312_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2312_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2312_STAMPING: HAWPORT 1988
 BL2312_MARK LOGO: NGS   
 BL2312_PROJECTION: FLUSH
 BL2312_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2312+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 BL2312_ROD/PIPE-DEPTH: 15.2 meters
 BL2312_SLEEVE-DEPTH  : 0.76 meters
 BL2312
 BL2312  HISTORY     - Date     Condition        Report By
 BL2312  HISTORY     - 1988     MONUMENTED       NGS
 BL2312  HISTORY     - 19950118 GOOD             NGS
 BL2312  HISTORY     - 20041009 GOOD             USPSQD
 BL2312
 BL2312                          STATION DESCRIPTION
 BL2312
 BL2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BL2312'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHEAST OF KOUNTZE AT
 BL2312'THE KOUNTZE-SILSBEE HAWTHORNE FIELD.  OWNERSHIP--HARDIN COUNTY, C/O
 BL2312'ROY HENNINGTON, P.O. BOX 776, KOUNTZE TX.  TELEPHONE NUMBER
 BL2312'409-246-2501.
 BL2312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69, 287 AND
 BL2312'STATE HIGHWAY 327 ABOUT 5 KM (3.10 MI) SOUTHEAST OF KOUNTZE.  GO EAST
 BL2312'ON STATE HIGHWAY 327 FOR 1.9 KM (1.20 MI) TO THE AIRPORT ENTRANCE
 BL2312'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.7 KM (0.45 MI) TO A
 BL2312'GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE, FOR 0.1 KM
 BL2312'(0.05 MI) TO THE STATION, ON THE SOUTHEAST SIDE OF THE MID FIELD
 BL2312'CONNECTOR.
 BL2312'THE MARK IS SET 62.3 M (204.4 FT) NORTHEAST OF OF THE CENTERLINE OF
 BL2312'THE RUNWAY, 14.1 M (46.3 FT) SOUTHWEST OF THE CENTERLINE OF THE
 BL2312'TAXIWAY AND 12.7 M (41.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 BL2312'CONNECTOR.
 BL2312'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2312'DESCRIBED BY B.L.L.
 BL2312
 BL2312                          STATION RECOVERY (1995)
 BL2312
 BL2312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 BL2312'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) SOUTHEAST OF KOUNTZE AT
 BL2312'THE KOUNTZE-SILSBEE HAWTHORNE FIELD.  OWNERSHIP-- HARDIN COUNTY.
 BL2312'LEASED BY HARRY ALBERT, 1471 HIGHWAY 96 SOUTH SILSBEE,TX.  77656.
 BL2312'PHONE (409) 246-2330 OR (409) 385-4854.  ACCESS IS THROUGH A LOCKED
 BL2312'GATE.  AIRPORT HOURS MON-FRI 9-5, SAT AND SUN 10-5.  TO REACH THE
 BL2312'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 69, 287 AND STATE HIGHWAY
 BL2312'327, ABOUT 3.1 MI (5.0 KM) SOUTHEAST OF KOUNTZE, PROCEED EAST ON STATE
 BL2312'HIGHWAY 327 FOR 1.2 MI (1.9 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 BL2312'TURN RIGHT, SOUTH, FOR 0.7 MI (1.1 KM) TO A LOCKED GATE ON THE RIGHT
 BL2312'(KEY MAY BE OBTAINED FROM THE AIRPORT OFFICE ANOTHER 0.1 MI (0.2 KM)
 BL2312'AHEAD ON ENTRANCE ROAD) .  TURN RIGHT AND PASS THROUGH THE GATE ACROSS
 BL2312'THE APRON FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT, SOUTHEAST
 BL2312'OF THE MIDFIELD CONNECTOR.  THE STATION IS 62.3 M (204.4 FT) NORTHEAST
 BL2312'OF THE CENTERLINE OF THE RUNWAY, 14.1 M (46.3 FT) SOUTHWEST OF THE
 BL2312'CENTERLINE OF THE PARALLEL TAXIWAY, AND 12.7 M (41.7 FT) SOUTHEAST OF
 BL2312'THE MIDFIELD CONNECTOR.  THIS IS A PAC STATION.
 BL2312
 BL2312                          STATION RECOVERY (2004)
 BL2312
 BL2312'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2313 ***********************************************************************
 BL2313  SACS        -  This is a Secondary Airport Control Station.
 BL2313  DESIGNATION -  HAWPORT AZ MK
 BL2313  PID         -  BL2313
 BL2313  STATE/COUNTY-  TX/HARDIN
 BL2313  USGS QUAD   -  KOUNTZE SOUTH (1984)
 BL2313
 BL2313                         *CURRENT SURVEY CONTROL
 BL2313  ___________________________________________________________________
 BL2313* NAD 83(1993)-  30 19 59.66376(N)    094 15 14.03823(W)     ADJUSTED  
 BL2313* NAVD 88     -        19.24   (meters)      63.1    (feet)  GPS OBS   
 BL2313  ___________________________________________________________________
 BL2313  X           -    -408,688.447 (meters)                     COMP
 BL2313  Y           -  -5,494,507.349 (meters)                     COMP
 BL2313  Z           -   3,202,307.793 (meters)                     COMP
 BL2313  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BL2313  ELLIP HEIGHT-          -8.39  (meters)          (01/25/01) GPS OBS
 BL2313  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL2313
 BL2313  HORZ ORDER  -  FIRST
 BL2313  ELLP ORDER  -  FOURTH    CLASS II
 BL2313
 BL2313.This mark is at Hawthorne Fld (45R) Airport (45R)
 BL2313
 BL2313.The horizontal coordinates were established by GPS observations
 BL2313.and adjusted by the National Geodetic Survey in January 1997..
 BL2313
 BL2313.The orthometric height was determined by GPS observations and a
 BL2313.high-resolution geoid model.
 BL2313
 BL2313.GPS derived orthometric heights for airport stations designated as
 BL2313.PACS or SACS are published to 2 decimal places.  This maintains
 BL2313.centimeter relative accuracy between the PACS and SACS.  It does
 BL2313.not indicate centimeter accuracy relative to other marks which are
 BL2313.part of the NAVD 88 network.
 BL2313
 BL2313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2313
 BL2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2313
 BL2313.The ellipsoidal height was determined by GPS observations
 BL2313.and is referenced to NAD 83.
 BL2313
 BL2313.The geoid height was determined by GEOID03.
 BL2313
 BL2313;                    North         East     Units Scale Factor Converg.
 BL2313;SPC TX C     - 3,089,864.151 1,284,291.611   MT  0.99994924   +3 07 52.6
 BL2313;SPC TX C     -10,137,329.30  4,213,546.73   sFT  0.99994924   +3 07 52.6
 BL2313;UTM  15      - 3,356,378.137   379,465.642   MT  0.99977924   -0 37 60.0
 BL2313
 BL2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2313!SPC TX C     -   1.00000132  x   0.99994924  =   0.99995056
 BL2313!UTM  15      -   1.00000132  x   0.99977924  =   0.99978056
 BL2313
 BL2313:                Primary Azimuth Mark                     Grid Az
 BL2313:SPC TX C     -  HAWPORT                                  317 57 12.8
 BL2313:UTM  15      -  HAWPORT                                  321 43 05.4
 BL2313
 BL2313|---------------------------------------------------------------------|
 BL2313| PID    Reference Object                     Distance      Geod. Az  |
 BL2313|                                                           dddmmss.s |
 BL2313| BL2312 HAWPORT                             APPROX. 0.7 KM 3210505.4 |
 BL2313|---------------------------------------------------------------------|
 BL2313
 BL2313                          SUPERSEDED SURVEY CONTROL
 BL2313
 BL2313  ELLIP H (01/08/97)   -8.24   (m)                       GP(       ) 4 2
 BL2313  NAD 83(1993)-  30 19 59.66464(N)    094 15 14.03620(W) AD(       ) 3
 BL2313  ELLIP H (02/16/96)   -8.29   (m)                       GP(       ) 5 1
 BL2313  NAD 83(1993)-  30 19 59.67395(N)    094 15 14.02308(W) AD(       ) 3
 BL2313  ELLIP H (01/21/93)   -8.34   (m)                       GP(       ) 4 2
 BL2313  NAD 83(1986)-  30 19 59.68150(N)    094 15 14.02080(W) AD(       ) 3
 BL2313  NAD 27      -  30 19 58.93477(N)    094 15 13.34682(W) AD(       ) 3
 BL2313  NGVD 29 (12/08/88)   19.2    (m)           63.     (f) GPS OBS        
 BL2313
 BL2313.Superseded values are not recommended for survey control.
 BL2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2313.See file dsdata.txt to determine how the superseded data were derived.
 BL2313
 BL2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7946656378(NAD 83)
 BL2313_MARKER: I = METAL ROD
 BL2313_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2313_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2313_STAMPING: HAWPORT AZ MK 1988
 BL2313_MARK LOGO: NGS   
 BL2313_PROJECTION: FLUSH
 BL2313_MAGNETIC: I = MARKER IS A STEEL ROD
 BL2313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2313+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BL2313_ROD/PIPE-DEPTH: 12.8 meters
 BL2313_SLEEVE-DEPTH  : 0.76 meters
 BL2313
 BL2313  HISTORY     - Date     Condition        Report By
 BL2313  HISTORY     - 1988     MONUMENTED       NGS
 BL2313  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BL2313
 BL2313                          STATION DESCRIPTION
 BL2313
 BL2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BL2313'THE STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) SOUTHEAST OF KOUNTZE AT
 BL2313'THE KOUNTZE-SILSBEE HAWTHORNE FIELD.  OWNERSHIP--HARDIN COUNTY, C/O
 BL2313'ROY HENNINGTON, P.O. BOX 776, KOUNTZE TX.  TELEPHONE NUMBER
 BL2313'409-246-2501.
 BL2313'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69, 287 AND
 BL2313'STATE HIGHWAY 327 ABOUT 5 KM (3.10 MI) SOUTHEAST OF KOUNTZE.  GO EAST
 BL2313'ON STATE HIGHWAY 327 FOR 1.9 KM (1.20 MI) TO THE AIRPORT ENTRANCE
 BL2313'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.7 KM (0.45 MI) TO A
 BL2313'GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE, ACROSS THE
 BL2313'APRON TO THE TAXIWAY.  TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY FOR
 BL2313'0.7 KM (0.45 MI) TO THE AZIMUTH ON THE RIGHT, IN LINE WITH THE HOLD
 BL2313'BARS ON THE TAXIWAY.
 BL2313'THE MARK IS SET 46.3 M (151.9 FT) NORTHEAST OF OF THE CENTERLINE OF
 BL2313'THE RUNWAY, 29.7 M (97.4 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF
 BL2313'THE TAXIWAY, 8.9 M (29.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 BL2313'TAXIWAY, AT THE HOLD BARS, 6.4 M (21.0 FT) EAST-NORTHEAST OF THE EAST
 BL2313'CORNER OF A CONCRETE CULVERT AND 0.3 M (1.0 FT) SOUTHEAST OF A
 BL2313'WITNESS POST.
 BL2313'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2313'DESCRIBED BY R.D.B.
 BL2313
 BL2313                          STATION RECOVERY (2004)
 BL2313
 BL2313'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL2313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1254 ***********************************************************************
 BY1254  DESIGNATION -  HAWS
 BY1254  PID         -  BY1254
 BY1254  STATE/COUNTY-  TX/CHEROKEE
 BY1254  USGS QUAD   -  TODD CITY (1982)
 BY1254
 BY1254                         *CURRENT SURVEY CONTROL
 BY1254  ___________________________________________________________________
 BY1254* NAD 83(1993)-  31 54 56.05396(N)    095 23 09.63919(W)     ADJUSTED  
 BY1254* NAVD 88     -       204.576  (meters)     671.18   (feet)  ADJUSTED  
 BY1254  ___________________________________________________________________
 BY1254  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BY1254  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1254  DYNAMIC HT  -         204.331 (meters)     670.38  (feet)  COMP
 BY1254  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 BY1254
 BY1254  HORZ ORDER  -  SECOND
 BY1254  VERT ORDER  -  FIRST     CLASS II
 BY1254
 BY1254.The horizontal coordinates were established by classical geodetic methods
 BY1254.and adjusted by the National Geodetic Survey in February 1996..
 BY1254
 BY1254.The orthometric height was determined by differential leveling
 BY1254.and adjusted by the National Geodetic Survey in June 1991..
 BY1254
 BY1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1254
 BY1254.The geoid height was determined by GEOID03.
 BY1254
 BY1254.The dynamic height is computed by dividing the NAVD 88
 BY1254.geopotential number by the normal gravity value computed on the
 BY1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1254.degrees latitude (g = 980.6199 gals.).
 BY1254
 BY1254.The modeled gravity was interpolated from observed gravity values.
 BY1254
 BY1254;                    North         East     Units Scale Factor Converg.
 BY1254;SPC TX C     - 3,259,718.322 1,167,765.806   MT  1.00000882   +2 32 53.4
 BY1254;SPC TX C     -10,694,592.53  3,831,244.98   sFT  1.00000882   +2 32 53.4
 BY1254;UTM  15      - 3,533,561.724   274,393.269   MT  1.00022776   -1 15 43.0
 BY1254
 BY1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1254!SPC TX C     -   0.99997202  x   1.00000882  =   0.99998084
 BY1254!UTM  15      -   0.99997202  x   1.00022776  =   1.00019978
 BY1254
 BY1254:                Primary Azimuth Mark                     Grid Az
 BY1254:SPC TX C     -  HAWS AZ MK                               081 10 55.7
 BY1254:UTM  15      -  HAWS AZ MK                               084 59 32.1
 BY1254
 BY1254|---------------------------------------------------------------------|
 BY1254| PID    Reference Object                     Distance      Geod. Az  |
 BY1254|                                                           dddmmss.s |
 BY1254| BY1257 HAWS AZ MK                                         0834349.1 |
 BY1254| BY1253 X 248                                              0904522.7 |
 BY1254| BY1255 HAWS RM 1                            24.122 METERS 18455     |
 BY1254| BY1256 HAWS RM 2                            28.094 METERS 22026     |
 BY1254|---------------------------------------------------------------------|
 BY1254
 BY1254                          SUPERSEDED SURVEY CONTROL
 BY1254
 BY1254  NAD 83(1986)-  31 54 56.06383(N)    095 23 09.62452(W) AD(       ) 2
 BY1254  NAD 27      -  31 54 55.45800(N)    095 23 08.80200(W) AD(       ) 2
 BY1254  NGVD 29 (??/??/92)  204.593  (m)          671.24   (f) ADJ UNCH    1 2
 BY1254
 BY1254.Superseded values are not recommended for survey control.
 BY1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1254.See file dsdata.txt to determine how the superseded data were derived.
 BY1254
 BY1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR7439333562(NAD 83)
 BY1254_MARKER: DS = TRIANGULATION STATION DISK
 BY1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1254_STAMPING: HAWS 1942
 BY1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1254+STABILITY: SURFACE MOTION
 BY1254
 BY1254  HISTORY     - Date     Condition        Report By
 BY1254  HISTORY     - 1942     MONUMENTED       CGS
 BY1254  HISTORY     - 1949     GOOD             CGS
 BY1254  HISTORY     - 1952     GOOD             CGS
 BY1254  HISTORY     - 1952     GOOD             NGS
 BY1254  HISTORY     - 1958     GOOD             CGS
 BY1254  HISTORY     - 19910420 GOOD             USPSQD
 BY1254  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 BY1254
 BY1254                          STATION DESCRIPTION
 BY1254
 BY1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY1254'STATION IS LOCATED ABOUT 8 MILES NE OF NECHES, 0.75 MILE NW
 BY1254'OF U.S. HIGHWAY 79, ON THE HIGHEST PART OF A PROMINENT TIMBERED
 BY1254'HILL AND ON THE PROPERTY OF A MR. HAWS OF JACKSONVILLE.  IT
 BY1254'IS NEAR THE NE EDGE OF THE HILL AND IS 27 FEET SE OF A 22-INCH
 BY1254'WHITE OAK TREE.  IT IS STAMPED HAWS 1942 AND PROJECTS 12 INCHES.
 BY1254'
 BY1254'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY1254'BRONZE DISKS SET IN CONCRETE.
 BY1254'
 BY1254'REFERENCE MARK NO. 1 IS S BY E OF THE STATION AND ABOUT 4 FEET
 BY1254'LOWER.  IT IS STAMPED HAWS NO. 1 1942 AND PROJECTS 6 INCHES.
 BY1254'
 BY1254'REFERENCE MARK NO. 2 IS WSW OF THE STATION AND ABOUT 1 FOOT
 BY1254'LOWER.  IT IS STAMPED HAWS NO. 2, 1942 AND PROJECTS 4 INCHES.
 BY1254'
 BY1254'THE AZIMUTH MARK IS ABOUT 0.75 MILE ENE OF THE STATION, 35
 BY1254'FEET SE OF THE CENTER LINE OF THE MAIN LINE RAILROAD TRACKS,
 BY1254'55 FEET NW OF THE CENTER LINE OF U.S. HIGHWAY 79, 39 FEET
 BY1254'NE OF THE CENTER LINE OF A SIDE ROAD RAILROAD CROSSING AND
 BY1254'6 FEET SW OF THE S CORNER OF A SMALL YELLOW BUILDING.  IT
 BY1254'IS STAMPED HAWS 1942 AND PROJECTS 6 INCHES.
 BY1254'
 BY1254'TO REACH FROM THE RAILROAD DEPOT IN NECHES GO N ON U.S. HIGHWAY
 BY1254'79 FOR 8.15 MILES AND TURN LEFT OFF THE HIGHWAY AND CROSS
 BY1254'RAILROAD TRACKS (THE AZIMUTH MARK IS AT THIS CROSSING), TURN
 BY1254'LEFT AGAIN AND GO SW FOR 0.3 MILE TO A FARMHOUSE OWNED BY MR.
 BY1254'HAWS, CONTINUE SW FOR 0.5 MILE AND TURN RIGHT THROUGH A GATE
 BY1254'INTO A WOODED PASTURE, FOLLOW THE WOODS ROAD AROUND THE SIDE
 BY1254'OF THE HILL FOR ABOUT 0.5 MILE TO THE HIGHEST PART OF THE
 BY1254'HILL AND THE STATION.
 BY1254'
 BY1254'90-FOOT SIGNALS AT BOLDEN AND SOUTHERN ARE VISIBLE AT 50 FEET.
 BY1254
 BY1254                          STATION RECOVERY (1949)
 BY1254
 BY1254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CFO)
 BY1254'THE STATION WAS RECOVERED AND THE TWO REFERENCE MARKS AND THE
 BY1254'STATION MARK WAS FOUND IN GOOD CONDITION.  THE AZIMUTH WAS NOT
 BY1254'SEARCHED FOR.
 BY1254'
 BY1254'AT THE TIME THIS RECONNAISSANCE PARTY VISITED THE STATION
 BY1254'THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE.
 BY1254
 BY1254                          STATION RECOVERY (1952)
 BY1254
 BY1254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 BY1254'STATION IS 7.85 MILES NE ALONG U.S. HIGHWAY 79 FROM THE POST
 BY1254'OFFICE AT NECHES, THENCE 0.45 MILE W ALONG A GRAVELED ROAD,
 BY1254'THENCE 0.2 MILE N TO THE TOP OF A TIMBERED HILL, 49 FEET
 BY1254'NE OF A 28-INCH OAK TREE, AND 4 FEET WEST OF A WITNESS POST.
 BY1254'MARK IS A STANDARD STATION DISK SET IN THE TOP OF A CONCRETE
 BY1254'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, AND STAMPED
 BY1254'HAWS 1942.
 BY1254'
 BY1254'R.M. 1 IS 79.0 FEET S OF STATION AND 32 FEET SW OF A 16-INCH
 BY1254'OAK TREE.  IT IS A REFERENCE-MARK DISK SET IN THE TOP OF A
 BY1254'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, AND
 BY1254'STAMPED HAWS NO 1 1942.
 BY1254'
 BY1254'R.M. 2 IS 93.0 FEET SW OF STATION, 15 FEET NW OF A 14-INCH
 BY1254'OAK TREE, AND 53 FEET S OF A 28-INCH OAK TREE.  IT IS A
 BY1254'REFERENCE-MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1254'PROJECTS 0.5 FOOT ABOVE THE GROUND, AND STAMPED HAWS NO 2
 BY1254'1942.
 BY1254'
 BY1254'AZIMUTH MARK IS 0.5 MILE E OF STATION, 53.6 FEET NW OF THE
 BY1254'CENTER LINE OF U.S. HIGHWAY 79, 32.2 FEET SE OF THE SE RAIL
 BY1254'OF THE MAIN TRACK OF THE INTERNATIONAL-GREAT NORTHERN RAILROAD,
 BY1254'0.1 MILE NE OF A GRAVELED ROAD LEADING NW, 3 POLES SW OF
 BY1254'MILEPOST 20, 16.7 FEET S OF THE SE CORNER OF A 4- BY 4-FOOT
 BY1254'TELEPHONE BOOTH, 7.5 FEET SW OF A TELEPHONE POLE, AND 3 FEET
 BY1254'NE OF A WITNESS POST.  IT IS AN AZIMUTH-MARK DISK SET IN THE
 BY1254'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 BY1254'GROUND, AND STAMPED HAWS 1942.
 BY1254
 BY1254                          STATION RECOVERY (1952)
 BY1254
 BY1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BY1254'8.5 MI NE FROM NECHES.
 BY1254'7.85 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY1254'NECHES, THENCE 0.45 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 BY1254'NORTH TO THE TOP OF A TIMBERED HILL, 49 FEET NORTHEAST OF A 28 INCH
 BY1254'OAK TREE, 4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY1254'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1254
 BY1254                          STATION RECOVERY (1958)
 BY1254
 BY1254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY1254'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 BY1254'NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 BY1254'NOT FOUND, AND A NEW AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING
 BY1254'IS A NEW AND COMPLETE DESCRIPTION.
 BY1254'
 BY1254'THE STATION IS LOCATED AT THE NORTH END AND HIGHEST PART OF
 BY1254'A VERY PROMINENT TIMBER COVERED HILL ABOUT 8 MILES WEST-SOUTHWEST
 BY1254'OF JACKSONVILLE AND 1 MILE SOUTHWEST OF IRONTON.  THE MARK
 BY1254'PROJECTS 8 INCHES AND IS STAMPED HAWS 1942.
 BY1254'
 BY1254'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL, ABOUT
 BY1254'4 FEET LOWER THAN THE STATION.  THE MARK PROJECTS 4 INCHES
 BY1254'AND IS STAMPED HAWS NO 1 1942.
 BY1254'
 BY1254'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION ALONG THE TOP
 BY1254'OF THE RIDGE.  IT PROJECTS 5 INCHES AND IS STAMPED HAWS NO
 BY1254'2 1942.
 BY1254'
 BY1254'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BY1254'NO. 2 IS 53.7 FEET.
 BY1254'
 BY1254'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY, BENCH
 BY1254'MARK.  IT IS 60 FEET SOUTH OF A HIGHWAY STOP SIGN, 44 FEET
 BY1254'EAST OF THE EAST RAIL OF A RAILROAD TRACK, 42 FEET WEST OF
 BY1254'THE CENTER OF HIGHWAY 79, 2 FEET NORTH OF A WITNESS POST AND
 BY1254'IN A FENCE.  THE MARK PROJECTS 2 INCHES AND IS STAMPED X 248
 BY1254'1952.
 BY1254'
 BY1254'TO REACH THE STATION FROM THE JACKSONVILLE POST OFFICE, FOLLOW
 BY1254'U.S. HIGHWAY 79 SOUTHWESTERLY FOR 7.1 MILES TO IRONTON (A
 BY1254'GROCERY STORE AND RESIDENCE) CONTINUE ON HIGHWAY 79 FOR 0.1
 BY1254'MILE TO A SIDE ROAD RIGHT AND RAILROAD CROSSING, AND THE
 BY1254'AZIMUTH MARK AS DESCRIBED.  TURN RIGHT ON THE SIDE ROAD AND
 BY1254'GO ACROSS THE RAILROAD TRACKS TO A FORKS, TAKE THE LEFT FORK
 BY1254'AND GO 0.25 MILE TO THE TOP OF A HILL AND THE DRIVEWAY TO A
 BY1254'FARM HOUSE ON THE RIGHT.  TURN RIGHT INTO THE DRIVEWAY, THEN
 BY1254'HARD RIGHT ON THE TRACK ROAD ACROSS THE YARD IN FRONT OF THE
 BY1254'HOUSE, THEN FOLLOW THE TRACK ROAD WESTERLY ACROSS THE
 BY1254'PASTURE LAND TO THE BASE OF THE HILL AT THE TIMBER LINE ON
 BY1254'THE NORTH OR NORTHWEST SIDE, THEN PICK YOUR WAY THROUGH THE
 BY1254'TIMBER TO THE TOP OF THE HILL AND THE STATION.AS
 BY1254'IT IS 0.45 MILE FROM THE FARM HOUSE TO THE
 BY1254'STATION.  A FOUR-WHEEL DRIVE VEHICLE IS NECESSARY FOR THE
 BY1254'LAST 0.2 MILE.
 BY1254'
 BY1254'OBSERVATIONS WERE MADE FROM A 64 FOOT TOWER.
 BY1254
 BY1254                          STATION RECOVERY (1991)
 BY1254
 BY1254'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 BY1254'RECOVERED IN GOOD CONDITION.
 BY1254
 BY1254                          STATION RECOVERY (2004)
 BY1254
 BY1254'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1257 ***********************************************************************
 BY1257  DESIGNATION -  HAWS AZ MK
 BY1257  PID         -  BY1257
 BY1257  STATE/COUNTY-  TX/CHEROKEE
 BY1257  USGS QUAD   -  TODD CITY (1982)
 BY1257
 BY1257                         *CURRENT SURVEY CONTROL
 BY1257  ___________________________________________________________________
 BY1257* NAD 83(1986)-  31 54 59.     (N)    095 22 38.     (W)     SCALED    
 BY1257* NAVD 88     -       137.731  (meters)     451.87   (feet)  ADJUSTED  
 BY1257  ___________________________________________________________________
 BY1257  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1257  DYNAMIC HT  -         137.565 (meters)     451.33  (feet)  COMP
 BY1257  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BY1257
 BY1257  VERT ORDER  -  FIRST     CLASS II
 BY1257
 BY1257.The horizontal coordinates were scaled from a topographic map and have
 BY1257.an estimated accuracy of +/- 6 seconds.
 BY1257
 BY1257.The orthometric height was determined by differential leveling
 BY1257.and adjusted by the National Geodetic Survey in June 1991..
 BY1257
 BY1257.The geoid height was determined by GEOID03.
 BY1257
 BY1257.The dynamic height is computed by dividing the NAVD 88
 BY1257.geopotential number by the normal gravity value computed on the
 BY1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1257.degrees latitude (g = 980.6199 gals.).
 BY1257
 BY1257.The modeled gravity was interpolated from observed gravity values.
 BY1257
 BY1257;                    North         East    Units  Estimated Accuracy
 BY1257;SPC TX C     - 3,259,850.    1,168,590.      MT  (+/- 180 meters Scaled)
 BY1257
 BY1257                          SUPERSEDED SURVEY CONTROL
 BY1257
 BY1257  NGVD 29 (??/??/92)  137.746  (m)          451.92   (f) ADJ UNCH    1 2
 BY1257
 BY1257.Superseded values are not recommended for survey control.
 BY1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1257.See file dsdata.txt to determine how the superseded data were derived.
 BY1257
 BY1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR752336(NAD 83)
 BY1257_MARKER: DZ = AZIMUTH MARK DISK
 BY1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1257_STAMPING: HAWS 1942
 BY1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1257+STABILITY: SURFACE MOTION
 BY1257
 BY1257  HISTORY     - Date     Condition        Report By
 BY1257  HISTORY     - 1942     MONUMENTED       CGS
 BY1257  HISTORY     - 1952     GOOD             NGS
 BY1257  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1257  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1257
 BY1257                          STATION DESCRIPTION
 BY1257
 BY1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1257'7.95 MI NE FROM NECHES.
 BY1257'7.95 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY1257'NECHES, 3 POLES SOUTHWEST OF MILEPOST 20, 0.1 MILE NORTHEAST OF BENCH
 BY1257'MARK X 248, 0.1 MILE NORTHEAST OF A GRAVELED ROAD LEADING NORTHWEST,
 BY1257'53.6 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 32.2 FEET
 BY1257'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK OF THE INTERNATIONAL
 BY1257'AND GREAT NORTHERN RAILROAD, 16.7 FEET SOUTH OF THE SOUTHEAST CORNER
 BY1257'OF A 4X4 FOOT TELEPHONE BOOTH, 7.5 FEET SOUTHWEST OF A TELEPHONE POLE,
 BY1257'3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY1257'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY1257
 BY1257                          STATION RECOVERY (1977)
 BY1257
 BY1257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1257'MARK NOT FOUND.
 BY1257
 BY1257                          STATION RECOVERY (1980)
 BY1257
 BY1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1255 ***********************************************************************
 BY1255  DESIGNATION -  HAWS RM 1
 BY1255  PID         -  BY1255
 BY1255  STATE/COUNTY-  TX/CHEROKEE
 BY1255  USGS QUAD   -  TODD CITY (1982)
 BY1255
 BY1255                         *CURRENT SURVEY CONTROL
 BY1255  ___________________________________________________________________
 BY1255* NAD 83(1986)-  31 54 56.     (N)    095 23 09.     (W)     SCALED    
 BY1255* NAVD 88     -       203.317  (meters)     667.05   (feet)  ADJUSTED  
 BY1255  ___________________________________________________________________
 BY1255  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1255  DYNAMIC HT  -         203.073 (meters)     666.25  (feet)  COMP
 BY1255  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 BY1255
 BY1255  VERT ORDER  -  FIRST     CLASS II
 BY1255
 BY1255.The horizontal coordinates were scaled from a topographic map and have
 BY1255.an estimated accuracy of +/- 6 seconds.
 BY1255
 BY1255.The orthometric height was determined by differential leveling
 BY1255.and adjusted by the National Geodetic Survey in June 1991..
 BY1255
 BY1255.The geoid height was determined by GEOID03.
 BY1255
 BY1255.The dynamic height is computed by dividing the NAVD 88
 BY1255.geopotential number by the normal gravity value computed on the
 BY1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1255.degrees latitude (g = 980.6199 gals.).
 BY1255
 BY1255.The modeled gravity was interpolated from observed gravity values.
 BY1255
 BY1255;                    North         East    Units  Estimated Accuracy
 BY1255;SPC TX C     - 3,259,720.    1,167,780.      MT  (+/- 180 meters Scaled)
 BY1255
 BY1255                          SUPERSEDED SURVEY CONTROL
 BY1255
 BY1255  NGVD 29 (??/??/92)  203.334  (m)          667.11   (f) ADJ UNCH    1 2
 BY1255
 BY1255.Superseded values are not recommended for survey control.
 BY1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1255.See file dsdata.txt to determine how the superseded data were derived.
 BY1255
 BY1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR744335(NAD 83)
 BY1255_MARKER: DR = REFERENCE MARK DISK
 BY1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1255_STAMPING: HAWS NO 1 1942
 BY1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1255+STABILITY: SURFACE MOTION
 BY1255
 BY1255  HISTORY     - Date     Condition        Report By
 BY1255  HISTORY     - 1942     MONUMENTED       CGS
 BY1255  HISTORY     - 1952     GOOD             NGS
 BY1255  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 BY1255
 BY1255                          STATION DESCRIPTION
 BY1255
 BY1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1255'8.5 MI NE FROM NECHES.
 BY1255'7.85 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY1255'NECHES, THENCE 0.45 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 BY1255'NORTH TO THE TOP OF A TIMBERED HILL, 32 FEET SOUTHWEST OF A 16 INCH
 BY1255'OAK TREE, 79.0 FEET SOUTH OF TRIANGULATION STATION HAWS 1942, SET IN
 BY1255'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1255
 BY1255                          STATION RECOVERY (2004)
 BY1255
 BY1255'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1256 ***********************************************************************
 BY1256  DESIGNATION -  HAWS RM 2
 BY1256  PID         -  BY1256
 BY1256  STATE/COUNTY-  TX/CHEROKEE
 BY1256  USGS QUAD   -  TODD CITY (1982)
 BY1256
 BY1256                         *CURRENT SURVEY CONTROL
 BY1256  ___________________________________________________________________
 BY1256* NAD 83(1986)-  31 54 56.     (N)    095 23 09.     (W)     SCALED    
 BY1256* NAVD 88     -       204.044  (meters)     669.43   (feet)  ADJUSTED  
 BY1256  ___________________________________________________________________
 BY1256  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY1256  DYNAMIC HT  -         203.799 (meters)     668.63  (feet)  COMP
 BY1256  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 BY1256
 BY1256  VERT ORDER  -  FIRST     CLASS II
 BY1256
 BY1256.The horizontal coordinates were scaled from a topographic map and have
 BY1256.an estimated accuracy of +/- 6 seconds.
 BY1256
 BY1256.The orthometric height was determined by differential leveling
 BY1256.and adjusted by the National Geodetic Survey in June 1991..
 BY1256
 BY1256.The geoid height was determined by GEOID03.
 BY1256
 BY1256.The dynamic height is computed by dividing the NAVD 88
 BY1256.geopotential number by the normal gravity value computed on the
 BY1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1256.degrees latitude (g = 980.6199 gals.).
 BY1256
 BY1256.The modeled gravity was interpolated from observed gravity values.
 BY1256
 BY1256;                    North         East    Units  Estimated Accuracy
 BY1256;SPC TX C     - 3,259,720.    1,167,780.      MT  (+/- 180 meters Scaled)
 BY1256
 BY1256                          SUPERSEDED SURVEY CONTROL
 BY1256
 BY1256  NGVD 29 (??/??/92)  204.061  (m)          669.49   (f) ADJ UNCH    1 2
 BY1256
 BY1256.Superseded values are not recommended for survey control.
 BY1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1256.See file dsdata.txt to determine how the superseded data were derived.
 BY1256
 BY1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR744335(NAD 83)
 BY1256_MARKER: DR = REFERENCE MARK DISK
 BY1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1256_STAMPING: HAWS NO 2 1942
 BY1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1256+STABILITY: SURFACE MOTION
 BY1256
 BY1256  HISTORY     - Date     Condition        Report By
 BY1256  HISTORY     - 1942     MONUMENTED       CGS
 BY1256  HISTORY     - 1952     GOOD             NGS
 BY1256  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 BY1256
 BY1256                          STATION DESCRIPTION
 BY1256
 BY1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1256'8.5 MI NE FROM NECHES.
 BY1256'7.85 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY1256'NECHES, THENCE 0.45 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 BY1256'NORTH TO THE TOP OF A TIMBERED HILL, 53 FEET SOUTH OF A 28 INCH OAK
 BY1256'TREE, 93.0 FEET SOUTHWEST OF TRIANGULATION STATION HAWS 1942, 15 FEET
 BY1256'NORTHWEST OF A 14 INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST
 BY1256'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1256
 BY1256                          STATION RECOVERY (2004)
 BY1256
 BY1256'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1030 ***********************************************************************
 BL1030  DESIGNATION -  HAWTHORNE
 BL1030  PID         -  BL1030
 BL1030  STATE/COUNTY-  TX/WALKER
 BL1030  USGS QUAD   -  NEW WAVERLY (1976)
 BL1030
 BL1030                         *CURRENT SURVEY CONTROL
 BL1030  ___________________________________________________________________
 BL1030* NAD 83(1993)-  30 32 06.21796(N)    095 23 56.77771(W)     ADJUSTED  
 BL1030* NAVD 88     -       136.43   (+/-2cm)     447.6    (feet)  VERTCON   
 BL1030  ___________________________________________________________________
 BL1030  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BL1030  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL1030
 BL1030  HORZ ORDER  -  FIRST
 BL1030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1030
 BL1030.The horizontal coordinates were established by classical geodetic methods
 BL1030.and adjusted by the National Geodetic Survey in February 1996..
 BL1030
 BL1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1030.The vertical order pertains to the NGVD 29 superseded value.
 BL1030
 BL1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1030
 BL1030.The geoid height was determined by GEOID03.
 BL1030
 BL1030;                    North         East     Units Scale Factor Converg.
 BL1030;SPC TX C     - 3,106,765.316 1,173,315.001   MT  0.99991464   +2 32 29.1
 BL1030;SPC TX C     -10,192,779.21  3,849,450.97   sFT  0.99991464   +2 32 29.1
 BL1030;UTM  15      - 3,380,526.011   269,830.462   MT  1.00025360   -1 13 10.0
 BL1030
 BL1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1030!SPC TX C     -   0.99998286  x   0.99991464  =   0.99989750
 BL1030!UTM  15      -   0.99998286  x   1.00025360  =   1.00023645
 BL1030
 BL1030|---------------------------------------------------------------------|
 BL1030| PID    Reference Object                     Distance      Geod. Az  |
 BL1030|                                                           dddmmss.s |
 BL1030| BL1031 HAWTHORNE RM 1                       27.909 METERS 05210     |
 BL1030| BL1151 EVERGREEN                           APPROX.15.7 KM 0851107.1 |
 BL1030| BL1033 HAWTHORNE AZ MK                                    1170711.5 |
 BL1030| BL1032 HAWTHORNE RM 2                       26.634 METERS 12335     |
 BL1030| CV7699 HAWTHORNE AZ MK 2                                  1995735.9 |
 BL1030| BL2230 WILLIS MUNICIPAL TANK               APPROX.14.6 KM 2113749.6 |
 BL1030| BL2174 NEW WAVERLY ST JOSEPHS CATH CH      APPROX. 7.9 KM 2704513.4 |
 BL1030| BL2176 NEW WAVERLY MUNICIPAL TANK          APPROX. 7.8 KM 2720331.7 |
 BL1030| BL2274 MOORES GROVE USFS LOT               APPROX.15.2 KM 2732646.5 |
 BL1030| BL2175 ELMINA WALKER CO LUMBER CO TK       APPROX. 7.7 KM 2915234.0 |
 BL1030| BL2177 FOUR NOTCH LOOKOUT TOWER            APPROX.12.5 KM 3491450.5 |
 BL1030|---------------------------------------------------------------------|
 BL1030
 BL1030                          SUPERSEDED SURVEY CONTROL
 BL1030
 BL1030  NAD 83(1986)-  30 32 06.22982(N)    095 23 56.76222(W) AD(       ) 1
 BL1030  NAD 27      -  30 32 05.50700(N)    095 23 55.97300(W) AD(       ) 1
 BL1030  NGVD 29 (??/??/92)  136.434  (m)          447.62   (f) ADJ UNCH    2 0
 BL1030
 BL1030.Superseded values are not recommended for survey control.
 BL1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1030.See file dsdata.txt to determine how the superseded data were derived.
 BL1030
 BL1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6983080526(NAD 83)
 BL1030_MARKER: DB = BENCH MARK DISK
 BL1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1030_STAMPING: HAWTHORNE 1935
 BL1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1030+STABILITY: SURFACE MOTION
 BL1030
 BL1030  HISTORY     - Date     Condition        Report By
 BL1030  HISTORY     - 1935     MONUMENTED       CGS
 BL1030  HISTORY     - 1937     GOOD             TXHD
 BL1030  HISTORY     - 1942     GOOD             CGS
 BL1030  HISTORY     - 1947     GOOD             NGS
 BL1030  HISTORY     - 1952     GOOD             CGS
 BL1030  HISTORY     - 1966     GOOD             CGS
 BL1030  HISTORY     - 1966     GOOD             NGS
 BL1030
 BL1030                          STATION DESCRIPTION
 BL1030
 BL1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1030'THIS STATION IS IN THE VILLAGE OF HAWTHORNE, WHICH IS ABOUT 16
 BL1030'MILES SE OF HUNTSVILLE AND ABOUT 4 MILES E OF NEW WAVERLY.
 BL1030'THE LAND IS OWNED BY SOME NEGROES WHO LIVE IN HOUSTON.  THE
 BL1030'STATION MARK IS AT THE TOP OF RIDGE WHICH IS THE HIGHEST GROUND
 BL1030'IN THE VICINITY.  ABOUT 275 YARDS N OF DIRT ROAD WHICH IS
 BL1030'THE MAIN STREET OF VILLAGE.  24.7 FEET S OF 24-INCH TREE WITH
 BL1030'TRIANGLE BLAZE.  40.5 FEET ENE OF EASTERNMOST RAIL OF RAILROAD
 BL1030'TRACKS.
 BL1030'
 BL1030'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL1030'BRONZE DISKS SET IN CONCRETE.
 BL1030'SURFACE AND REFERENCE MARKS PROJECT 6 INCHES.
 BL1030'
 BL1030'REFERENCE MARK NO. 1 IS NE OF THE STATION.  79.3 FEET E OF
 BL1030'24-INCH TREE WITH TRIANGLE BLAZE.  REFERENCE MARK NO. 2 IS
 BL1030'SE OF THE STATION.  18 FEET E OF 15-INCH TREE.
 BL1030'
 BL1030'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 104.51 FEET.
 BL1030'
 BL1030'THE AZIMUTH MARK IS SE OF THE STATION IN THE W SIDE OF NEGRO
 BL1030'SCHOOLYARDS.  ABOUT 50 YARDS S OF DIRT ROAD WHICH IS MAIN
 BL1030'STREET OF VILLAGE.  2-1/2 FEET S OF NW CORNER OF SMALL, FRAME
 BL1030'SCHOOL BUILDING.  1 FOOT W OF W SIDE OF BUILDING.  THE MARK
 BL1030'PROJECTS 2 INCHES.
 BL1030'
 BL1030'TO REACH THE STATION FROM NEW WAVERLY GO E ON DIRT ROAD FROM
 BL1030'U.S. HIGHWAY 75 FOR 1.1 MILES TO FORKS.  TAKE LEFT FORK
 BL1030'(MAIN-TRAVELED ROAD) AND GO 3.8 MILES TO ANOTHER FORK AND SIGN
 BL1030'(NEW WAVERLY 6 MILES - HOUSTON 62 MILES).  TAKE LEFT FORK AND
 BL1030'GO 0.7 MILE TO RAILROAD IN VILLAGE OF HAWTHORNE.  CONTINUE
 BL1030'E FROM RAILROAD 0.2 MILE TO ROAD LEADING N.  THENCE N (LEFT)
 BL1030'0.1 MILE TO TOP OF HILL.  THENCE W (LEFT) THROUGH FIELD 0.2
 BL1030'MILE TO STATION.
 BL1030'
 BL1030'A 100-FOOT SIGNAL AT PHELPS IS VISIBLE AT 55 FEET, A 100-FOOT
 BL1030'SIGNAL AT WILLOW IS VISIBLE AT 77 FEET, A 100-FOOT SIGNAL AT
 BL1030'EVERGREEN IS VISIBLE AT 77 FEET, A 100-FOOT SIGNAL AT WAVE IS
 BL1030'VISIBLE AT 50 FEET, AND A 100-FOOT SIGNAL AT HUNTS IS VISIBLE
 BL1030'AT 50 FEET.
 BL1030
 BL1030                          STATION RECOVERY (1937)
 BL1030
 BL1030'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL1030'ORIGINAL DESCRIPTION SATISFACTORY.  STATION MARK, REFERENCE
 BL1030'DISKS NO. 1 AND NO. 2, AND AZIMUTH MARK RECOVERED IN GOOD
 BL1030'CONDITION.
 BL1030
 BL1030                          STATION RECOVERY (1942)
 BL1030
 BL1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL1030'STATION WAS RECOVERED AS DESCRIBED WITH ALL THE MARKS IN GOOD
 BL1030'CONDITION.  COMPLETE DESCRIPTION FOLLOWS--
 BL1030'
 BL1030'STATION IS 4.5 MILES E OF NEW WAVERLY, ON A HILL AT THE W EDGE
 BL1030'OF THE VILLAGE OF HAWTHORNE, 130 FEET W OF THE W EDGE OF A
 BL1030'GRAVEL PIT, 26 FEET SSE OF A 36-INCH TRIANGULAR-BLAZED OAK
 BL1030'TREE AND 7 FEET ESE OF A WHITE REFERENCE POST.  THE MARK, NOTE
 BL1030'1A, IS STAMPED HAWTHORN 1935 AND PROJECTS 6 INCHES.
 BL1030'
 BL1030'REFERENCE MARK NO. 1 IS NE OF THE STATION AND 120
 BL1030'FEET WNW OF THE W EDGE OF THE GRAVEL PIT.  IT IS STAMPED
 BL1030'HAWTHORN NO. 1 1935 AND PROJECTS 6 INCHES.
 BL1030'
 BL1030'REFERENCE MARK NO. 2 IS SE OF THE STATION, 40 FEET
 BL1030'SW OF THE SW EDGE OF THE GRAVEL PIT, AND 19 FEET NE OF A 24-INCH
 BL1030'OAK TREE.  IT IS STAMPED HAWTHORN NO. 2 1935 AND PROJECTS
 BL1030'6 INCHES.
 BL1030'
 BL1030'THE AZIMUTH MARK IS ABOUT 0.3 MILE ESE OF THE STATION, ABOUT
 BL1030'50 YARDS E OF THE CENTER LINE OF THE ROAD TO THE STATION,
 BL1030'50 YARDS S OF A NEGRO CHURCH, 2.5 FEET S OF THE SW CORNER OF
 BL1030'AN OLD NEGRO SCHOOL BUILDING, AND 1 FOOT NW OF A WHITE REFERENCE
 BL1030'POST.  THE MARK IS STAMPED HAWTHORN 1935 AND
 BL1030'PROJECTS 2 INCHES.
 BL1030'
 BL1030'TO REACH THE STATION FROM NEW WAVERLY GO E ON STATE HIGHWAY
 BL1030'150 FOR 4.9 MILES AND TURN LEFT, NE, OFF THE HIGHWAY, GO 0.9
 BL1030'MILE AND TURN LEFT, N, GO 0.2 MILE AND TURN LEFT, SOUTHWESTERLY,
 BL1030'OFF THE ROAD, FOLLOW THE TRACK ROAD FOR 0.2 MILE TO THE HIGH
 BL1030'POINT OF THE HILL AND THE STATION.
 BL1030'
 BL1030'A 100-FOOT SIGNAL AT WILLIS IS VISIBLE AT 90 FEET.
 BL1030'
 BL1030'A 100-FOOT SIGNAL AT FOSTER IS VISIBLE AT 77 FEET.
 BL1030'
 BL1030'90-FOOT SIGNALS AT NEBLETT AND WILLIS L.O.T. ARE VISIBLE AT
 BL1030'77 FEET.
 BL1030'
 BL1030'A 90-FOOT SIGNAL AT EVERGREEN IS VISIBLE AT 90 FEET.
 BL1030'
 BL1030'A 90-FOOT SIGNAL AT PHELPS IS VISIBLE AT 64 FEET.
 BL1030'
 BL1030'A 90-FOOT SIGNAL AT HILL IS VISIBLE AT 50 FEET.
 BL1030
 BL1030                          STATION RECOVERY (1947)
 BL1030
 BL1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1030'5.9 MI E FROM NEW WAVERLY.
 BL1030'4.8 MILES EAST ALONG TEXAS STATE HIGHWAY 150 FROM THE RAILWAY STATION
 BL1030'AT NEW WAVERLY, THENCE 0.8 MILE NORTHEAST ALONG A GRADED DIRT ROAD TO
 BL1030'THE VILLAGE OF HAWTHORNE AND A ROAD JUNCTION, THENCE 0.2 MILE NORTH
 BL1030'ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE WEST ALONG A TRAIL THROUGH A
 BL1030'FIELD, ON TOP OF A HILL, WEST OF A GRAVEL PIT, 76.0 FEET SOUTHWEST OF
 BL1030'A 10-INCH HICKORY TREE, 34.0 FEET NORTHWEST OF AN 8-INCH PINE TREE,
 BL1030'25.0 FEET SOUTH OF A 24-INCH OAK TREE WITH A TRIANGULAR BLAZE, 6.6
 BL1030'FEET SOUTHEAST OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE POST
 BL1030'WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 BL1030
 BL1030                          STATION RECOVERY (1952)
 BL1030
 BL1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1030'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL1030'NO. 2 WERE RECOVERED AND FOUND IN EXCELLENT CONDITION.  A NEW
 BL1030'AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 BL1030'FOLLOWS--
 BL1030'
 BL1030'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF NEW WAVERLY
 BL1030'IN THE VILLAGE OF HAWTHORNE, 26 FEET SOUTH OF AN OAK TREE 3
 BL1030'FEET IN DIAMETER WITH A TRIANGLE BLAZE, 18 FEET NORTHEAST
 BL1030'OF THE BANK OF A DITCH ABOUT 4 FEET DEEP AND 7 FEET SOUTHEAST
 BL1030'OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED
 BL1030'HAWTHORNE 1935.
 BL1030'
 BL1030'REFERENCE MARK NO. 1 IS 44 FEET NORTH OF AN OAK TREE ABOUT 2 FEET
 BL1030'IN DIAMETER WITH A TRIANGLE BLAZE.  IT PROJECTS 5 INCHES
 BL1030'AND IS STAMPED HAWTHORNE NO 1 1935.
 BL1030'
 BL1030'REFERENCE MARK NO. 2 IS 60 FEET SOUTH OF THE OAK TREE ABOUT 2
 BL1030'FEET IN DIAMETER WITH A TRIANGLE BLAZE AND 16 FEET SOUTHWEST
 BL1030'OF THE EDGE OF A GRAVEL PIT.  IT PROJECTS 4 INCHES AND IS
 BL1030'STAMPED HAWTHORNE NO 2 1935.  NOTE 11A.
 BL1030'
 BL1030'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 104.47 FEET.
 BL1030'
 BL1030'THE AZIMUTH MARK IS 24 FEET SOUTHEAST OF THE CENTER OF A
 BL1030'GRAVELED ROAD, 1 FOOT NORTH OF A WITNESS POST AND 6 INCHES
 BL1030'WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 5 INCHES AND
 BL1030'IS STAMPED HAWTHORNE 1935 RESET 1952.
 BL1030'
 BL1030'TO REACH THE STATION FROM THE POST OFFICE IN NEW WAVERLY GO
 BL1030'EAST ON STATE HIGHWAY 150 FOR 4.7 MILES TO A SIDE ROAD LEFT,
 BL1030'TURN LEFT AND FOLLOW GRAVELED ROAD NORTHEASTERLY FOR 0.6 MILE
 BL1030'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 BL1030'NORTHEASTERLY ON GRAVELED FOR 0.3 MILE TO A T ROAD LEFT, TURN
 BL1030'LEFT AND GO NORTH FOR 0.2 MILE TO A TRACK ROAD, TURN LEFT
 BL1030'AND FOLLOW TRACK ROAD SOUTHWESTERLY FOR 0.2 MILE TO HIGH POINT
 BL1030'OF THE HILL AND THE STATION AS DESCRIBED.
 BL1030
 BL1030                          STATION RECOVERY (1966)
 BL1030
 BL1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BL1030'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND
 BL1030'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND
 BL1030'COULD HAVE BEEN DESTROYED WHEN THE ROAD MENTIONED IN THE ORIGINAL
 BL1030'DESCRIPTION WAS WIDENED.  FOLLOWING IS A COMPLETE NEW
 BL1030'DESCRIPTION.
 BL1030'
 BL1030'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF NEW WAVERLY AND
 BL1030'ON THE WEST SIDE OF A GRAVEL PIT IN THE SMALL VILLAGE OF HAWTHORNE.
 BL1030'
 BL1030'TO REACH THE STATION FROM THE POST OFFICE IN NEW WAVERLY, GO EAST
 BL1030'ON STATE HIGHWAY 150 FOR 4.95 MILES TO THE JUNCTION WITH FARM ROAD
 BL1030'2778 ON THE LEFT.  BEAR LEFT AND GO NORTHEASTERLY ON ROAD 2778 FOR
 BL1030'0.4 MILE TO A CHURCH ON THE LEFT.  CONTINUE NORTHEASTERLY ON ROAD
 BL1030'2778 FOR 0.45 MILE TO A SIDE ROAD ON THE LEFT AND A CHURCH ON THE
 BL1030'RIGHT.  TURN LEFT AND GO WESTERLY ON A GRAVELED ROAD FOR 0.2 MILE
 BL1030'TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ON THE
 BL1030'TRACK ROAD FOR 0.1 MILE TO A GRAVEL PIT.  TURN RIGHT AND GO AROUND
 BL1030'THE NORTH AND WEST SIDE OF THE GRAVEL PIT FOR 0.1 MILE TO THE HIGHEST
 BL1030'POINT IN THE AREA AND THE STATION.
 BL1030'
 BL1030'THE STATION MARK IS A STANDARD DISK STAMPED HAWTHORNE 1935, SET IN
 BL1030'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE
 BL1030'THE SURFACE OF THE GROUND.  IT IS 9 FEET SOUTH OF A 6-INCH PINE
 BL1030'TREE AND 5 FEET SOUTHWEST OF A METAL WITNESS POST.
 BL1030'
 BL1030'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HAWTHORNE NO 1 1935,
 BL1030'SET IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 BL1030'ABOVE THE SURFACE OF THE GROUND.  IT IS 87.5 FEET NORTHEAST OF THE
 BL1030'METAL WITNESS POST AND 45 FEET WEST-NORTHWEST OF AN 18-INCH PINE
 BL1030'TREE.
 BL1030'
 BL1030'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HAWTHORNE NO 2 1935,
 BL1030'SET IN TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 BL1030'ABOVE THE SURFACE OF THE GROUND.  IT IS 83 FEET SOUTHEAST OF THE
 BL1030'METAL WITNESS POST AND 12 FEET SOUTH OF A 10-INCH PINE TREE.
 BL1030'
 BL1030'NOTE--THERE WAS NO SUITABLE PLACE TO SET A NEW AZIMUTH MARK.
 BL1030'
 BL1030'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHEAST
 BL1030'OF NEW WAVERLY.
 BL1030'
 BL1030'HEIGHT OF LIGHT ABOVE STATION MARK 100.3 FEET.
 BL1030
 BL1030                          STATION RECOVERY (1966)
 BL1030
 BL1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1031 ***********************************************************************
 BL1031  DESIGNATION -  HAWTHORNE RM 1
 BL1031  PID         -  BL1031
 BL1031  STATE/COUNTY-  TX/WALKER
 BL1031  USGS QUAD   -  NEW WAVERLY (1976)
 BL1031
 BL1031                         *CURRENT SURVEY CONTROL
 BL1031  ___________________________________________________________________
 BL1031* NAD 83(1986)-  30 32 07.     (N)    095 23 56.     (W)     SCALED    
 BL1031* NAVD 88     -       135.91   (+/-2cm)     445.9    (feet)  VERTCON   
 BL1031  ___________________________________________________________________
 BL1031  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL1031
 BL1031  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1031
 BL1031.The horizontal coordinates were scaled from a topographic map and have
 BL1031.an estimated accuracy of +/- 6 seconds.
 BL1031
 BL1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1031.The vertical order pertains to the NGVD 29 superseded value.
 BL1031
 BL1031.The geoid height was determined by GEOID03.
 BL1031
 BL1031;                    North         East    Units  Estimated Accuracy
 BL1031;SPC TX C     - 3,106,790.    1,173,340.      MT  (+/- 180 meters Scaled)
 BL1031
 BL1031                          SUPERSEDED SURVEY CONTROL
 BL1031
 BL1031  NGVD 29 (??/??/92)  135.918  (m)          445.92   (f) ADJ UNCH    2 0
 BL1031
 BL1031.Superseded values are not recommended for survey control.
 BL1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1031.See file dsdata.txt to determine how the superseded data were derived.
 BL1031
 BL1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP698805(NAD 83)
 BL1031_MARKER: DB = BENCH MARK DISK
 BL1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1031_STAMPING: HAWTHORNE NO 1 1935
 BL1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1031+STABILITY: SURFACE MOTION
 BL1031
 BL1031  HISTORY     - Date     Condition        Report By
 BL1031  HISTORY     - 1935     MONUMENTED       CGS
 BL1031  HISTORY     - 1947     GOOD             NGS
 BL1031  HISTORY     - 1966     GOOD             NGS
 BL1031
 BL1031                          STATION DESCRIPTION
 BL1031
 BL1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1031'5.9 MI E FROM NEW WAVERLY.
 BL1031'4.8 MILES EAST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT
 BL1031'NEW WAVERLY, THENCE 0.8 MILE NORTHEAST ALONG A GRADED DIRT ROAD TO THE
 BL1031'VILLAGE OF HAWTHORNE AND A ROAD JUNCTION, THENCE 0.2 MILE NORTH ALONG
 BL1031'A GRADED DIRT ROAD, THENCE 0.1 MILE WEST ALONG A TRAIL THROUGH A
 BL1031'FIELD, WEST OF A GRAVEL PIT, 91.6 FEET NORTHEAST OF TRIANGULATION
 BL1031'STATION HAWTHORNE, 79.0 FEET NORTHEAST OF A TRIANGULAR BLAZED 24 INCH
 BL1031'OAK TREE, 44.0 FEET NORTH OF A 10 INCH HICKORY TREE, 8.0 FEET EAST OF
 BL1031'A 10 INCH PINE TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL1031'4 INCHES ABOVE THE GROUND.
 BL1031
 BL1031                          STATION RECOVERY (1966)
 BL1031
 BL1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1032 ***********************************************************************
 BL1032  DESIGNATION -  HAWTHORNE RM 2
 BL1032  PID         -  BL1032
 BL1032  STATE/COUNTY-  TX/WALKER
 BL1032  USGS QUAD   -  NEW WAVERLY (1976)
 BL1032
 BL1032                         *CURRENT SURVEY CONTROL
 BL1032  ___________________________________________________________________
 BL1032* NAD 83(1986)-  30 32 07.     (N)    095 23 56.     (W)     SCALED    
 BL1032* NAVD 88     -       136.16   (+/-2cm)     446.7    (feet)  VERTCON   
 BL1032  ___________________________________________________________________
 BL1032  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL1032
 BL1032  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1032
 BL1032.The horizontal coordinates were scaled from a topographic map and have
 BL1032.an estimated accuracy of +/- 6 seconds.
 BL1032
 BL1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1032.The vertical order pertains to the NGVD 29 superseded value.
 BL1032
 BL1032.The geoid height was determined by GEOID03.
 BL1032
 BL1032;                    North         East    Units  Estimated Accuracy
 BL1032;SPC TX C     - 3,106,790.    1,173,340.      MT  (+/- 180 meters Scaled)
 BL1032
 BL1032                          SUPERSEDED SURVEY CONTROL
 BL1032
 BL1032  NGVD 29 (??/??/92)  136.165  (m)          446.73   (f) ADJ UNCH    2 0
 BL1032
 BL1032.Superseded values are not recommended for survey control.
 BL1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1032.See file dsdata.txt to determine how the superseded data were derived.
 BL1032
 BL1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP698805(NAD 83)
 BL1032_MARKER: DB = BENCH MARK DISK
 BL1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1032_STAMPING: HAWTHORNE NO 2 1935
 BL1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1032+STABILITY: SURFACE MOTION
 BL1032
 BL1032  HISTORY     - Date     Condition        Report By
 BL1032  HISTORY     - 1935     MONUMENTED       CGS
 BL1032  HISTORY     - 1947     GOOD             NGS
 BL1032  HISTORY     - 1966     GOOD             NGS
 BL1032
 BL1032                          STATION DESCRIPTION
 BL1032
 BL1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1032'5.9 MI E FROM NEW WAVERLY.
 BL1032'4.8 MILES EAST ALONG STATE HIGHWAY 150 FROM THE RAILROAD STATION AT
 BL1032'NEW WAVERLY, THENCE 0.8 MILE NORTHEAST ALONG A GRADED DIRT ROAD TO THE
 BL1032'VILLAGE OF HAWTHORNE AND A ROAD JUNCTION, THENCE 0.2 MILE NORTH ALONG
 BL1032'A GRADED DIRT ROAD, THENCE 0.1 MILE WEST ALONG A TRAIL THROUGH A
 BL1032'FIELD, ON TOP OF A HILL, WEST OF A GRAVEL PIT, 103.0 FEET SOUTHEAST OF
 BL1032'A TRIANGULAR BLAZED 24 INCH OAK TREE, 87.4 FEET EAST OF TRIANGULATION
 BL1032'STATION HAWTHORNE, 35.0 FEET SOUTH OF A 12 INCH FORKED PINE TREE, 30.0
 BL1032'FEET NORTHEAST OF A 12 INCH PINE TREE, SET IN THE TOP OF A CONCRETE
 BL1032'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 BL1032
 BL1032                          STATION RECOVERY (1966)
 BL1032
 BL1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BL1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1638 ***********************************************************************
 AE1638  DESIGNATION -  HAY
 AE1638  PID         -  AE1638
 AE1638  STATE/COUNTY-  TX/JIM HOGG
 AE1638  USGS QUAD   -  GUERRA (1983)
 AE1638
 AE1638                         *CURRENT SURVEY CONTROL
 AE1638  ___________________________________________________________________
 AE1638* NAD 83(1993)-  26 54 50.71735(N)    098 54 33.48081(W)     ADJUSTED  
 AE1638* NAVD 88     -       198.4    (meters)     651.     (feet)  VERTCON   
 AE1638  ___________________________________________________________________
 AE1638  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AE1638  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AE1638
 AE1638  HORZ ORDER  -  FIRST
 AE1638
 AE1638.The horizontal coordinates were established by classical geodetic methods
 AE1638.and adjusted by the National Geodetic Survey in February 1996..
 AE1638
 AE1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1638
 AE1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1638
 AE1638.The geoid height was determined by GEOID03.
 AE1638
 AE1638;                    North         East     Units Scale Factor Converg.
 AE1638;SPC TX S     - 5,138,269.559   259,348.426   MT  0.99989594   -0 11 09.0
 AE1638;SPC TX S     -16,857,806.04    850,878.96   sFT  0.99989594   -0 11 09.0
 AE1638;UTM  14      - 2,976,923.000   509,005.626   MT  0.99960100   +0 02 27.8
 AE1638
 AE1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1638!SPC TX S     -   0.99997262  x   0.99989594  =   0.99986856
 AE1638!UTM  14      -   0.99997262  x   0.99960100  =   0.99957363
 AE1638
 AE1638:                Primary Azimuth Mark                     Grid Az
 AE1638:SPC TX S     -  HAY RM 3                                 018 58 20.0
 AE1638:UTM  14      -  HAY RM 3                                 018 44 43.2
 AE1638
 AE1638|---------------------------------------------------------------------|
 AE1638| PID    Reference Object                     Distance      Geod. Az  |
 AE1638|                                                           dddmmss.s |
 AE1638| CV3281 HAY RM 3                                           0184711.0 |
 AE1638| AJ1307 RANDADO USI AND NS MAST             APPROX.18.6 KM 0194230.3 |
 AE1638| CV3279 HAY RM 1                             32.089 METERS 19649     |
 AE1638| CV3280 HAY RM 2                             24.206 METERS 29119     |
 AE1638|---------------------------------------------------------------------|
 AE1638
 AE1638                          SUPERSEDED SURVEY CONTROL
 AE1638
 AE1638  NAD 83(1986)-  26 54 50.72042(N)    098 54 33.44818(W) AD(       ) 1
 AE1638  NAD 27      -  26 54 49.55284(N)    098 54 32.33827(W) AD(       ) 1
 AE1638  NGVD 29 (07/19/86)  198.4    (m)          651.     (f) VERT ANG       
 AE1638
 AE1638.Superseded values are not recommended for survey control.
 AE1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1638.See file dsdata.txt to determine how the superseded data were derived.
 AE1638
 AE1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ0900676923(NAD 83)
 AE1638_MARKER: DS = TRIANGULATION STATION DISK
 AE1638_SETTING: 66 = SET IN ROCK OUTCROP
 AE1638
 AE1638  HISTORY     - Date     Condition        Report By
 AE1638  HISTORY     - 1974     MONUMENTED       NGS
 AE1638
 AE1638                          STATION DESCRIPTION
 AE1638
 AE1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1638'THE STATION IS ABOUT 11-1/2 MILES SOUTH AND 2 MILES WEST OF THE
 AE1638'JUNCTION OF STATE HIGHWAY 16 AND FARM ROAD 649 SOUTH, 10-1/2 MILES
 AE1638'NORTH AND 4 MILES WEST OF THE SMALL COMMUNITY OF SAN ROMAN, 2 MILES
 AE1638'NORTH AND 1 MILE WEST OF GUERRA AND ON THE EAST RIGHT-OF-WAY OF
 AE1638'FARM ROAD 649.
 AE1638'
 AE1638'TO REACH THE STATION FROM THE POST OFFICE IN GUERRA, GO NORTH ON A
 AE1638'GRAVELED STREET FOR ABOUT 100 FEET TO A GRAVELED SIDE STREET RIGHT.
 AE1638'TURN RIGHT AND GO EAST ON GRAVELED STREET FOR 0.05 MILE TO THE
 AE1638'JUNCTION WITH FARM ROAD 649.  TURN LEFT AND GO NORTH AND NORTHWEST
 AE1638'ON FARM ROAD 649 FOR 2.55 MILES TO THE STATION ON THE RIGHT.
 AE1638'
 AE1638'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTH ON FARM ROAD
 AE1638'649 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 AE1638'
 AE1638'STATION MARK IS A STANDARD DISK, STAMPED HAY 1974, CEMENTED IN A
 AE1638'DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.  IT IS
 AE1638'32.0 FEET EAST OF THE CENTER OF FARM ROAD 649, 20.0 FEET WEST OF A
 AE1638'WITNESS POST AND 19.0 FEET WEST OF A FENCE.
 AE1638'
 AE1638'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAY NO 1 1974, CEMENTED
 AE1638'IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.  IT
 AE1638'IS 113.0 FEET SOUTH OF THE WITNESS POST, 38.5 FEET EAST OF THE
 AE1638'CENTER OF FARM ROAD 649, 13.0 FEET WEST OF A FENCE AND ABOUT 1 FOOT
 AE1638'HIGHER THAN THE STATION.
 AE1638'
 AE1638'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAY NO 2 1974, SET IN
 AE1638'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 6
 AE1638'INCHES ABOVE THE GROUND.  IT IS 98.0 FEET WEST OF THE WITNESS POST,
 AE1638'48.0 FEET WEST OF THE CENTER OF FARM ROAD 649, 1.0 FOOT EAST OF A
 AE1638'FENCE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 AE1638'
 AE1638'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HAY NO 3 1974, CEMENTED
 AE1638'IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.  IT
 AE1638'IS 43.0 FEET EAST OF THE CENTER OF FARM ROAD 649, 30.0 FEET WEST OF
 AE1638'A FENCE, 29.7 FEET WEST OF A WITNESS POST AND 25.4 FEET WEST OF A
 AE1638'POWER LINE GUY POLE.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AE1638'
 AE1638'NEAREST TOWN--GUERRA.
 AE1638'
 AE1638'HEIGHT OF LIGHT ABOVE STATION MARK 29.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1068 ***********************************************************************
 CA1068  DESIGNATION -  HAY
 CA1068  PID         -  CA1068
 CA1068  STATE/COUNTY-  TX/COLEMAN
 CA1068  USGS QUAD   -  COLEMAN NE (1987)
 CA1068
 CA1068                         *CURRENT SURVEY CONTROL
 CA1068  ___________________________________________________________________
 CA1068* NAD 83(1993)-  31 58 33.08917(N)    099 18 40.49685(W)     ADJUSTED  
 CA1068* NAVD 88     -       535.     (meters)    1755.     (feet)  SCALED    
 CA1068  ___________________________________________________________________
 CA1068  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CA1068  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CA1068
 CA1068  HORZ ORDER  -  THIRD
 CA1068
 CA1068.The horizontal coordinates were established by classical geodetic methods
 CA1068.and adjusted by the National Geodetic Survey in February 1996..
 CA1068
 CA1068.The orthometric height was scaled from a topographic map.
 CA1068
 CA1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1068
 CA1068.The geoid height was determined by GEOID03.
 CA1068
 CA1068;                    North         East     Units Scale Factor Converg.
 CA1068;SPC TX C     - 3,256,443.907   796,606.414   MT  1.00002617   +0 31 35.2
 CA1068;SPC TX C     -10,683,849.72  2,613,532.88   sFT  1.00002617   +0 31 35.2
 CA1068;SPC TXNC     - 2,034,583.864   523,319.575   MT  1.00004734   -0 26 32.8
 CA1068;SPC TXNC     - 6,675,130.56  1,716,924.31   sFT  1.00004734   -0 26 32.8
 CA1068;UTM  14      - 3,537,802.050   470,593.092   MT  0.99961066   -0 09 53.4
 CA1068
 CA1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1068!SPC TX C     -   0.99992013  x   1.00002617  =   0.99994630
 CA1068!SPC TXNC     -   0.99992013  x   1.00004734  =   0.99996747
 CA1068!UTM  14      -   0.99992013  x   0.99961066  =   0.99953082
 CA1068
 CA1068:                Primary Azimuth Mark                     Grid Az
 CA1068:SPC TX C     -  HAY AZ MK                                000 46 49.3
 CA1068:SPC TXNC     -  HAY AZ MK                                001 44 57.3
 CA1068:UTM  14      -  HAY AZ MK                                001 28 17.9
 CA1068
 CA1068|---------------------------------------------------------------------|
 CA1068| PID    Reference Object                     Distance      Geod. Az  |
 CA1068|                                                           dddmmss.s |
 CA1068| CV4241 HAY AZ MK                                          0011824.5 |
 CA1068| CV4242 HAY RM 1                             16.635 METERS 18533     |
 CA1068| CA1078 COLEMAN TV CABLE CO RADIO MAST      APPROX.20.9 KM 2160217.2 |
 CA1068| CA1074 COLEMAN TV CABLE CO MICROWAVE       APPROX.20.9 KM 2160408.5 |
 CA1068| CA1080 COLEMAN SW ST TEL CO MICROWAVE      APPROX.20.0 KM 2165333.6 |
 CA1068| CA1079 COLEMAN WESTERN COMM RAD MAST       APPROX.20.4 KM 2170444.8 |
 CA1068| CA1071 COLEMAN CO ELEC COOP RAD MAST       APPROX.20.2 KM 2171328.5 |
 CA1068| CA1073 COLEMAN RADIO STA KSTA MAST         APPROX.17.3 KM 2191148.8 |
 CA1068| CV4243 HAY RM 2                             16.504 METERS 35627     |
 CA1068|---------------------------------------------------------------------|
 CA1068
 CA1068                          SUPERSEDED SURVEY CONTROL
 CA1068
 CA1068  NAD 83(1986)-  31 58 33.09701(N)    099 18 40.48383(W) AD(       ) 3
 CA1068  NAD 27      -  31 58 32.59390(N)    099 18 39.25540(W) AD(       ) 3
 CA1068
 CA1068.Superseded values are not recommended for survey control.
 CA1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1068.See file dsdata.txt to determine how the superseded data were derived.
 CA1068
 CA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA7059337802(NAD 83)
 CA1068_MARKER: DS = TRIANGULATION STATION DISK
 CA1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1068
 CA1068  HISTORY     - Date     Condition        Report By
 CA1068  HISTORY     - 1961     MONUMENTED       CGS
 CA1068
 CA1068                          STATION DESCRIPTION
 CA1068
 CA1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CA1068'THE STATION IS APPROXIMATELY 15-3/4 MILES SOUTH OF ROWDEN
 CA1068'AND 3-1/2 MILES NORTH OF ECHO, ON THE EAST SIDE OF A GRAVEL
 CA1068'ROAD AND ON THE PROPERTY OF MR. C.L. HENDERSON.
 CA1068'
 CA1068'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84,
 CA1068'283 AND STATE HIGHWAY 206 (THIS JUNCTION IS APPROXIMATELY
 CA1068'2 MILES NORTH OF COLEMAN), GO NORTHEAST ON STATE HIGHWAY
 CA1068'206 FOR 8.5 MILES TO A ROAD FORK LEADING NORTH AT THE WEST
 CA1068'SIDE OF THE ECHO STORE.  TURN LEFT, NORTHERLY, FOR 3.7 MILES
 CA1068'TO THE CREST OF A RIDGE AND THE STATION ON THE RIGHT.  (CONTINUE
 CA1068'NORTH ON THE GRAVEL ROAD FOR 0.2 MILES TO A SIDE ROAD AND
 CA1068'CATTLE GUARD ON THE RIGHT.  TURN RIGHT, EAST AND NORTH, FOR 0.1
 CA1068'MILE TO THE AZIMUTH MARK ON THE LEFT.)
 CA1068'
 CA1068'STATION MARKS ARE STANDARD DISKS STAMPED HAY 1961.  THE SURFACE
 CA1068'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CA1068'OF THE GROUND.  IT IS 23.5 FEET EAST OF THE CENTER OF THE
 CA1068'GRAVEL ROAD, 5.5 FEET EAST OF A FENCE AND 5 FEET EAST OF
 CA1068'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 CA1068'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE
 CA1068'GROUND.
 CA1068'
 CA1068'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HAY NO 1 1961,
 CA1068'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 CA1068'IT IS 19 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 1
 CA1068'FOOT EAST OF THE FENCE.
 CA1068'
 CA1068'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HAY NO 2 1961,
 CA1068'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CA1068'IT IS 19 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT
 CA1068'EAST OF THE FENCE.
 CA1068'
 CA1068'AZIMUTH MARK, A STANDARD DISK STAMPED HAY 1961, IS SET IN
 CA1068'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 18 FEET
 CA1068'WEST OF THE CENTER OF A DIRT ROAD AND 3 FEET SOUTH OF A METAL
 CA1068'WITNESS POST.
 CA1068'
 CA1068'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1625 ***********************************************************************
 FL1625  DESIGNATION -  HAY
 FL1625  PID         -  FL1625
 FL1625  STATE/COUNTY-  TX/ROBERTS
 FL1625  USGS QUAD   -  SKELLYTOWN NE (1971)
 FL1625
 FL1625                         *CURRENT SURVEY CONTROL
 FL1625  ___________________________________________________________________
 FL1625* NAD 83(1993)-  35 44 22.02955(N)    101 00 34.88741(W)     ADJUSTED  
 FL1625* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 FL1625  ___________________________________________________________________
 FL1625  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 FL1625  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 FL1625
 FL1625  HORZ ORDER  -  FIRST
 FL1625
 FL1625.The horizontal coordinates were established by classical geodetic methods
 FL1625.and adjusted by the National Geodetic Survey in February 1996..
 FL1625
 FL1625.The orthometric height was scaled from a topographic map.
 FL1625
 FL1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1625
 FL1625.The geoid height was determined by GEOID03.
 FL1625
 FL1625;                    North         East     Units Scale Factor Converg.
 FL1625;SPC TX N     - 1,193,080.658   244,349.592   MT  0.99992657   +0 17 02.9
 FL1625;SPC TX N     - 3,914,298.79    801,670.29   sFT  0.99992657   +0 17 02.9
 FL1625;UTM  14      - 3,956,912.684   318,265.471   MT  1.00000700   -1 10 27.1
 FL1625
 FL1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1625!SPC TX N     -   0.99985603  x   0.99992657  =   0.99978261
 FL1625!UTM  14      -   0.99985603  x   1.00000700  =   0.99986303
 FL1625
 FL1625:                Primary Azimuth Mark                     Grid Az
 FL1625:SPC TX N     -  HAY AZ MK                                154 17 47.1
 FL1625:UTM  14      -  HAY AZ MK                                155 45 17.1
 FL1625
 FL1625|---------------------------------------------------------------------|
 FL1625| PID    Reference Object                     Distance      Geod. Az  |
 FL1625|                                                           dddmmss.s |
 FL1625| CJ7424 HAY AZ MK                                          1543450.0 |
 FL1625| CJ7427 HAY RM 3                             11.815 METERS 17419     |
 FL1625| CJ7425 HAY RM 1                             13.658 METERS 17626     |
 FL1625| CJ7428 HAY RM 4                             11.492 METERS 29448     |
 FL1625| CJ7426 HAY RM 2                             15.439 METERS 29746     |
 FL1625|---------------------------------------------------------------------|
 FL1625
 FL1625                          SUPERSEDED SURVEY CONTROL
 FL1625
 FL1625  NAD 83(1993)-  35 44 22.03033(N)    101 00 34.88640(W) AD(       ) 1
 FL1625  NAD 83(1986)-  35 44 22.03600(N)    101 00 34.87621(W) AD(       ) 1
 FL1625  NAD 27      -  35 44 21.88500(N)    101 00 33.33400(W) AD(       ) 1
 FL1625
 FL1625.Superseded values are not recommended for survey control.
 FL1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1625.See file dsdata.txt to determine how the superseded data were derived.
 FL1625
 FL1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1826556913(NAD 83)
 FL1625_MARKER: DS = TRIANGULATION STATION DISK
 FL1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1625
 FL1625  HISTORY     - Date     Condition        Report By
 FL1625  HISTORY     - 1951     MONUMENTED       CGS
 FL1625  HISTORY     - 1971     GOOD             USGS
 FL1625  HISTORY     - 1972     SEE DESCRIPTION  NGS
 FL1625
 FL1625                          STATION DESCRIPTION
 FL1625
 FL1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1625'THE STATION IS ABOUT 22-1/2 MILES AIR LINE EAST-NORTHEAST OF BORGER.
 FL1625'16 MILES NORTH OF PAMPA.  1/2 MILE NORTH-NORTHWEST OF THE
 FL1625'HAYHOOK RANCH HEADQUARTERS BUILDINGS AND ON THE SUMMIT OF A
 FL1625'GRASSY RISE.
 FL1625'
 FL1625'TO REACH THE STATION FROM THE INTERSECTION OF HOBART, FRANCIS
 FL1625'AND ALCOCK STREETS ON THE WESTERN SIDE OF PAMPA, GO WEST ON
 FL1625'ALCOCK STREET, STATE HIGHWAY 152, FOR 1.0 MILE TO A CROSSROAD.
 FL1625'TURN RIGHT, NORTH, ON A GRADED DIRT ROAD AND GO 7.8 MILES TO A
 FL1625'CATTLE GUARD AT A POINT WHERE THE ROAD BEARS TO THE RIGHT.
 FL1625'CONTINUE NORTHERLY ON THE MAIN TRAVELED ROAD FOR 6.0 MILES TO
 FL1625'THE ENTRANCE TO THE HAYHOOK RANCH HEADQUARTERS ON THE RIGHT.
 FL1625'CONTINUE NORTHERLY FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 FL1625'RIGHT, 30 FEET EAST OF THE CENTER OF THE ROAD.  CONTINUE
 FL1625'NORTHERLY ON THE GRADED DIRT ROAD FOR 0.4 MILE TO THE SUMMIT
 FL1625'OF THE GRADE AND THE STATION ON THE RIGHT.
 FL1625'
 FL1625'THE STATION MARK, STAMPED HAY 1951, IS A BRONZE DISK SET IN
 FL1625'A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 FL1625'40 FEET EAST OF THE CENTER OF THE ROAD AND 5 FEET SOUTHEAST OF A
 FL1625'WHITE WITNESS POST.
 FL1625'
 FL1625'REFERENCE MARK NO. 1, STAMPED HAY NO 1 1951, IS A BRONZE DISK
 FL1625'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND AND IT IS
 FL1625'20 FEET EAST OF THE CENTER OF THE ROAD.
 FL1625'
 FL1625'REFERENCE MARK NO. 2, STAMPED HAY NO 2 1951, IS A BRONZE DISK
 FL1625'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND AND IT IS 20
 FL1625'FEET EAST OF THE CENTER OF THE ROAD.
 FL1625'
 FL1625'THE AZIMUTH MARK, STAMPED HAY 1951, IS A BRONZE DISK SET IN A
 FL1625'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 30 FEET
 FL1625'NORTH OF THE CENTER OF A GATE THAT HAS 15-FOOT IRON PIPES FOR
 FL1625'GATE POSTS.  3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 FL1625'WEST OF THE FENCE LINE.
 FL1625
 FL1625                          STATION RECOVERY (1971)
 FL1625
 FL1625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL1625'TO REACH-DESCRIPTION IS ADAQUATE.  STATION MARK RECOVERED IN GOOD
 FL1625'CONDITION, BUT BOTH REFERENCE MARK 1 AND 2 HAVE BEEN DESTROYED BY
 FL1625'ROAD BUILDING MACHINERY, MARKS FOUND LAYING IN DITCH AT EDGE OF
 FL1625'ROAD.
 FL1625'
 FL1625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STA IS ABOUT
 FL1625'22-1/2 MI AIR LINE E-NE OF BOGER, 16 MI N OF PAMPA.
 FL1625
 FL1625                          STATION RECOVERY (1972)
 FL1625
 FL1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FL1625'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 FL1625'IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND 2 WERE FOUND TO
 FL1625'HAVE BEEN DESTROYED BY ROAD IMPROVEMENT.
 FL1625'
 FL1625'REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 FL1625'
 FL1625'A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 FL1625'
 FL1625'THE STATION IS LOCATED ABOUT 17 MILES NORTH-NORTHWEST OF PAMPA,
 FL1625'21 MILES WEST-NORTHWEST OF MIAMI, 0.55 MILE NORTH-NORTHWEST OF
 FL1625'THE ENTRANCE TO HAYHOOK RANCH AND ON THE HIGHEST POINT OF A
 FL1625'GRASSY COVERED KNOLL.
 FL1625'
 FL1625'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 60
 FL1625'AND STATE HIGHWAYS 70 AND 152, WHICH IS LOCATED ON THE WEST EDGE
 FL1625'OF PAMPA.  GO WEST ON U.S. HIGHWAY 60 FOR 1.0 MILE TO THE
 FL1625'JUNCTION OF FARM ROAD 282 ON THE RIGHT.  TURN RIGHT ON F.M. ROAD
 FL1625'282 AND GO NORTH CROSSING RAILROAD TRACKS FOR 0.8 MILE TO THE
 FL1625'JUNCTION OF STATE HWY. 152.  CONTINUE STRAIGHT AHEAD NORTH ON
 FL1625'F.M. ROAD 282 FOR 6.6 MILES TO WHERE F.M. ROAD 282 WILL BEAR
 FL1625'RIGHT AND GO EASTERLY, HERE CONTINUE STRAIGHT AHEAD NORTH ON
 FL1625'SURFACE ROAD FOR 0.15 MILE TO END OF SURFACE ROAD.  CONTINUE
 FL1625'STRAIGHT AHEAD NORTH ON DIRT GRADED ROAD FOR 7.0 MILES TO
 FL1625'THE ENTRANCE TO HAYHOOK RANCH ON THE RIGHT, CONTINUE NORTH
 FL1625'ON GRADED ROAD FOR 0.15 MILE TO AZIMUTH MARK ON THE
 FL1625'RIGHT.  CONTINUE NORTH ON GRADED ROAD FOR 0.2 MILE TO CATTLE
 FL1625'GUARD, CROSS CATTLE GUARD AND CONTINUE NORTH ON GRADED
 FL1625'ROAD FOR 0.2 MILE TO STATION ON THE RIGHT.
 FL1625'
 FL1625'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FL1625'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND THE DISK IS
 FL1625'STAMPED HAY 1951.  IT IS 50 FEET EAST-NORTHEAST OF THE CENTER
 FL1625'OF DIRT ROAD, 21 FEET EAST-NORTHEAST OF THE EDGE OF DITCH
 FL1625'AND 5 FEET EAST OF A SLIGHT DEPRESSION IN THE SURFACE OF THE
 FL1625'GROUND.
 FL1625'
 FL1625'REFERENCE MARK NO. 3 IS A STANDARD MARK, SET IN THE TOP OF A
 FL1625'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND THE DISK
 FL1625'IS STAMPED HAY 1951 NO 3 1972.  IT IS 33 FEET EAST-NORTHEAST OF
 FL1625'THE CENTER OF DIRT ROAD AND 1-FOOT EAST-NORTHEAST OF THE
 FL1625'EDGE OF DITCH.
 FL1625'
 FL1625'REFERENCE MARK NO. 4 IS A STANDARD MARK, SET IN THE TOP OF A
 FL1625'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND AND THE DISK
 FL1625'IS STAMPED HAY 1951 NO 4 1972.  IT IS 32 FEET EAST-NORTHEAST
 FL1625'OF THE CENTER OF THE DIRT ROAD AND 1-FOOT EAST-NORTHEAST OF EDGE
 FL1625'OF DITCH.
 FL1625'
 FL1625'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 FL1625'CONCRETE POST THAT PROJECTS ABOUT 2-INCHES AND THE DISK IS
 FL1625'STAMPED HAY 1951.  IT IS 37 FEET EAST-NORTHEAST OF THE CENTER
 FL1625'OF DIRT ROAD, 24 FEET NORTH-NORTHWEST OF THE NORTH END OF A GATE,
 FL1625'1.8 FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND 1-FOOT
 FL1625'WEST OF A FENCE-LINE.
 FL1625'
 FL1625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 FL1625'NORTH-NORTHWEST OF PAMPA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1234 ***********************************************************************
 CT1234  DESIGNATION -  HAY RICK
 CT1234  PID         -  CT1234
 CT1234  STATE/COUNTY-  TX/PALO PINTO
 CT1234  USGS QUAD   -  BRAD (1979)
 CT1234
 CT1234                         *CURRENT SURVEY CONTROL
 CT1234  ___________________________________________________________________
 CT1234* NAD 83(1993)-  32 50 04.43173(N)    098 30 59.94526(W)     ADJUSTED  
 CT1234* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 CT1234  ___________________________________________________________________
 CT1234  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CT1234  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 CT1234
 CT1234  HORZ ORDER  -  THIRD
 CT1234
 CT1234.The horizontal coordinates were established by classical geodetic methods
 CT1234.and adjusted by the National Geodetic Survey in February 1996..
 CT1234
 CT1234.The orthometric height was scaled from a topographic map.
 CT1234
 CT1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1234
 CT1234.The geoid height was determined by GEOID03.
 CT1234
 CT1234;                    North         East     Units Scale Factor Converg.
 CT1234;SPC TXNC     - 2,129,507.998   598,441.157   MT  0.99987976   -0 00 32.7
 CT1234;SPC TXNC     - 6,986,560.82  1,963,385.70   sFT  0.99987976   -0 00 32.7
 CT1234;UTM  14      - 3,633,050.438   545,236.707   MT  0.99962523   +0 15 43.5
 CT1234
 CT1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1234!SPC TXNC     -   0.99993850  x   0.99987976  =   0.99981827
 CT1234!UTM  14      -   0.99993850  x   0.99962523  =   0.99956376
 CT1234
 CT1234                          SUPERSEDED SURVEY CONTROL
 CT1234
 CT1234  NAD 83(1993)-  32 50 04.43292(N)    098 30 59.93716(W) AD(       ) 3
 CT1234  NAD 83(1986)-  32 50 04.43691(N)    098 30 59.93270(W) AD(       ) 3
 CT1234
 CT1234.Superseded values are not recommended for survey control.
 CT1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1234.See file dsdata.txt to determine how the superseded data were derived.
 CT1234
 CT1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB4523733050(NAD 83)
 CT1234_MARKER: DB = BENCH MARK DISK
 CT1234_SETTING: 80 = SET IN A BOULDER
 CT1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1234+STABILITY: SURFACE MOTION
 CT1234
 CT1234  HISTORY     - Date     Condition        Report By
 CT1234  HISTORY     - 1923     MONUMENTED       USGS
 CT1234
 CT1234                          STATION DESCRIPTION
 CT1234
 CT1234'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 CT1234'ON L. E. SEAMANS LAND, ABOUT 6 MI. (AIRLINE) N. OF BRAD POST OFFICE
 CT1234'AND 2 MI. S. OF BONE BEND OF BRAZOS RIVER.  STATION IS NEAR THE
 CT1234'EASTERN END OF THE MOUNTAIN CALLED --HAY RICK--, 50 FT. W. OF THE
 CT1234'TOP PART OF THE EASTERN SLOPE, ABOUT 80 YDS. N. OF TOP OF SOUTHERN
 CT1234'SLOPE.
 CT1234'
 CT1234'STATION MARK--BRONZE BENCH MARK TABLET IN FLAT LIME ROCK, LEVEL WITH
 CT1234'SURFACE OF GROUND.
 CT1234'
 CT1234'REFERENCE MARK--DRILL HOLE IN 5-IN. TRIANGLE ON A SIMILAR ROCK AND
 CT1234'MARKED ---R.P. HAY RICK 1924--- WITH AN ARROW POINTING TOWARDS THE
 CT1234'B. M. TABLET, 157.10 FT. BEARING S 3 24 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0661 ***********************************************************************
 AZ0661  DESIGNATION -  HAYES
 AZ0661  PID         -  AZ0661
 AZ0661  STATE/COUNTY-  TX/EDWARDS
 AZ0661  USGS QUAD   -  FLAT ROCK CREEK NORTH (1978)
 AZ0661
 AZ0661                         *CURRENT SURVEY CONTROL
 AZ0661  ___________________________________________________________________
 AZ0661* NAD 83(1993)-  29 43 12.65057(N)    100 35 42.86499(W)     ADJUSTED  
 AZ0661* NAVD 88     -       641.4    (meters)    2104.     (feet)  VERTCON   
 AZ0661  ___________________________________________________________________
 AZ0661  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AZ0661  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 AZ0661
 AZ0661  HORZ ORDER  -  SECOND
 AZ0661
 AZ0661.The horizontal coordinates were established by classical geodetic methods
 AZ0661.and adjusted by the National Geodetic Survey in February 1996..
 AZ0661
 AZ0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0661
 AZ0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0661
 AZ0661.The geoid height was determined by GEOID03.
 AZ0661
 AZ0661;                    North         East     Units Scale Factor Converg.
 AZ0661;SPC TXSC     - 4,210,166.484   445,673.640   MT  0.99988577   -0 46 53.5
 AZ0661;SPC TXSC     -13,812,854.54  1,462,180.93   sFT  0.99988577   -0 46 53.5
 AZ0661;UTM  14      - 3,288,844.837   345,702.752   MT  0.99989375   -0 47 27.7
 AZ0661
 AZ0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0661!SPC TXSC     -   0.99990281  x   0.99988577  =   0.99978859
 AZ0661!UTM  14      -   0.99990281  x   0.99989375  =   0.99979657
 AZ0661
 AZ0661:                Primary Azimuth Mark                     Grid Az
 AZ0661:SPC TXSC     -  MAURICE                                  163 11 44.7
 AZ0661:UTM  14      -  MAURICE                                  163 12 18.9
 AZ0661
 AZ0661|---------------------------------------------------------------------|
 AZ0661| PID    Reference Object                     Distance      Geod. Az  |
 AZ0661|                                                           dddmmss.s |
 AZ0661| AZ0660 MAURICE                             APPROX. 7.1 KM 1622451.2 |
 AZ0661| CV4244 HAYES RM 1                           18.643 METERS 21344     |
 AZ0661| CV4245 HAYES RM 2                           17.112 METERS 33846     |
 AZ0661|---------------------------------------------------------------------|
 AZ0661
 AZ0661                          SUPERSEDED SURVEY CONTROL
 AZ0661
 AZ0661  NAD 83(1986)-  29 43 12.64434(N)    100 35 42.84955(W) AD(       ) 2
 AZ0661  NAD 27      -  29 43 11.85403(N)    100 35 41.53168(W) AD(       ) 2
 AZ0661  NGVD 29 (07/19/86)  641.3    (m)         2104.     (f) VERT ANG       
 AZ0661
 AZ0661.Superseded values are not recommended for survey control.
 AZ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0661.See file dsdata.txt to determine how the superseded data were derived.
 AZ0661
 AZ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT4570388845(NAD 83)
 AZ0661_MARKER: DD = SURVEY DISK
 AZ0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AZ0661
 AZ0661  HISTORY     - Date     Condition        Report By
 AZ0661  HISTORY     - 1941     MONUMENTED       USE
 AZ0661  HISTORY     - 1971     GOOD             USGS
 AZ0661
 AZ0661                          STATION DESCRIPTION
 AZ0661
 AZ0661'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0661'THE STATION IS LOCATED SOUTH 44 DEGREES EAST, 7 MILES AIRLINE
 AZ0661'DISTANCE FROM CARTA VALLEY, TEXAS, AND 1 MILE WEST OF RANCH
 AZ0661'ROAD 2523, ON THE HIGH POINT OF A BROAD FLAT MESA ON LAND OWNED
 AZ0661'BY F. C. HAYES, DEL RIO, TEXAS.
 AZ0661'
 AZ0661'TO REACH FROM CARTA VALLEY, TEXAS, GO 3.9 MILES EAST ON
 AZ0661'U.S. HIGHWAY 377 TO JUNCTION OF RANCH ROAD 2523 RIGHT (SOUTH),
 AZ0661'GO 6.1 MILES SOUTH ON RANCH ROAD 2523 TO ENTRANCE TO HAYES RANCH
 AZ0661'RIGHT (SOUTHWEST), THRU BUMPER GATE GO 0.2 MILES SOUTHWEST ON
 AZ0661'DRIVEWAY TO TRACK ROAD RIGHT (NORTHWEST), GO 0.6 MILES NORTHWEST
 AZ0661'UP CANYON ON TRACK ROAD TO GATE, CONTINUE 0.7 MILES NORTHWEST UP
 AZ0661'CANYON ON TRACK ROAD TO ROAD FORK LEFT (SOUTH), WITH 4
 AZ0661'WHEEL-DRIVE VEHICLE GO 0.4 MILES SOUTH AND WEST UP VERY STEEP
 AZ0661'ROCKY TRACK ROAD TO GATE ON TOP OF RIDGE, PASS THRU GATE AND
 AZ0661'GO LEFT (SOUTH) 0.6 MILES TO STATION SITE.  75 FEET NORTHWEST
 AZ0661'OF WINDMILL, AND 10 FEET SOUTHEAST OF A USGS WITNESS SIGN
 AZ0661'MOUNTED ON A METAL POST.
 AZ0661'
 AZ0661'STATION MARK--A BRONZE U.S. ENGINEER DEPARTMENT MARK, SET IN A
 AZ0661'6 INCH ROUND CONCRETE POST POURED IN STOVE PIPE, PROJECTING 0.2
 AZ0661'FEET AND STAMPED HAYES 1941.
 AZ0661'
 AZ0661'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET SET IN
 AZ0661'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND, AND STAMPED HAYES
 AZ0661'1941-NO. 1 1971.
 AZ0661'
 AZ0661'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET SET
 AZ0661'IN OUTCROPPING BEDROCK, PROJECTING 0.5 FEET ABOVE GROUND, AND
 AZ0661'STAMPED HAYES 1941-NO. 2 1971.
 AZ0661'
 AZ0661'STATION MAURICE USED 1941, IS VISIBLE FROM THE GROUND AT THIS
 AZ0661'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 AZ0661'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1363 ***********************************************************************
 DN1363  DESIGNATION -  HAYES
 DN1363  PID         -  DN1363
 DN1363  STATE/COUNTY-  TX/WISE
 DN1363  USGS QUAD   -  COTTONDALE (1960)
 DN1363
 DN1363                         *CURRENT SURVEY CONTROL
 DN1363  ___________________________________________________________________
 DN1363* NAD 83(1993)-  33 02 32.81985(N)    097 37 56.33179(W)     ADJUSTED  
 DN1363* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 DN1363  ___________________________________________________________________
 DN1363  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 DN1363  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DN1363
 DN1363  HORZ ORDER  -  FIRST
 DN1363
 DN1363.The horizontal coordinates were established by classical geodetic methods
 DN1363.and adjusted by the National Geodetic Survey in February 1996..
 DN1363
 DN1363.The orthometric height was scaled from a topographic map.
 DN1363
 DN1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1363
 DN1363.The geoid height was determined by GEOID03.
 DN1363
 DN1363;                    North         East     Units Scale Factor Converg.
 DN1363;SPC TXNC     - 2,152,894.872   681,037.913   MT  0.99987264   +0 28 23.6
 DN1363;SPC TXNC     - 7,063,289.26  2,234,371.89   sFT  0.99987264   +0 28 23.6
 DN1363;UTM  14      - 3,656,824.162   627,707.231   MT  0.99980109   +0 44 45.0
 DN1363
 DN1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1363!SPC TXNC     -   0.99996014  x   0.99987264  =   0.99983278
 DN1363!UTM  14      -   0.99996014  x   0.99980109  =   0.99976124
 DN1363
 DN1363|---------------------------------------------------------------------|
 DN1363| PID    Reference Object                     Distance      Geod. Az  |
 DN1363|                                                           dddmmss.s |
 DN1363| CY2086 HAYES RM 1                           35.569 METERS 10013     |
 DN1363| CY2087 HAYES RM 2                           31.660 METERS 16846     |
 DN1363| CY2085 HAYES AZ MK                                        2794223.4 |
 DN1363|---------------------------------------------------------------------|
 DN1363
 DN1363                          SUPERSEDED SURVEY CONTROL
 DN1363
 DN1363  NAD 83(1993)-  33 02 32.82161(N)    097 37 56.32013(W) AD(       ) 1
 DN1363  NAD 83(1986)-  33 02 32.82356(N)    097 37 56.31648(W) AD(       ) 1
 DN1363  NAD 27      -  33 02 32.38900(N)    097 37 55.21700(W) AD(       ) 1
 DN1363
 DN1363.Superseded values are not recommended for survey control.
 DN1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1363.See file dsdata.txt to determine how the superseded data were derived.
 DN1363
 DN1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB2770756824(NAD 83)
 DN1363_MARKER: DS = TRIANGULATION STATION DISK
 DN1363_SETTING: 0 = UNSPECIFIED SETTING
 DN1363
 DN1363  HISTORY     - Date     Condition        Report By
 DN1363  HISTORY     - 1946     MONUMENTED       CGS
 DN1363  HISTORY     - 1950     GOOD             CGS
 DN1363  HISTORY     - 1960     GOOD             CGS
 DN1363  HISTORY     - 19970927 GOOD             USPSQD
 DN1363
 DN1363                          STATION DESCRIPTION
 DN1363
 DN1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 DN1363'STATION IS LOCATED ABOUT 6 MILES NNE OF SPRINGTOWN AND 4
 DN1363'MILES SW OF THE VILLAGE OF BOYD, ON LAND OWNED BY MR. HAYES.
 DN1363'IT IS ABOUT 100 YARDS SE OF THE HAYES FARMHOUSE, 20 FEET
 DN1363'NW OF THE SE CORNER POST OF FARM LOT, 8 FEET N OF AN E-W
 DN1363'FENCE LINE, AND 8 FEET W OF A WHITE WOODEN WITNESS POST.
 DN1363'
 DN1363'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 DN1363'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS STAMPED HAYES
 DN1363'1946, AND IS FLUSH WITH THE GROUND.
 DN1363'
 DN1363'REFERENCE MARK 1 IS 116.69 FEET ESE OF THE STATION AND 1
 DN1363'FOOT N OF AN E-W FENCE LINE.  IT IS A BRONZE REFERENCE DISK,
 DN1363'STAMPED HAYES NO 1 1946, AND IS SET IN THE TOP OF A CONCRETE
 DN1363'POST PROJECTING 2 INCHES.
 DN1363'
 DN1363'REFERENCE MARK 2 IS 103.87 FEET S OF THE STATION AND 2 FEET
 DN1363'W OF THE SW FENCE CORNER POST OF FARM GARDEN.  IT IS A BRONZE
 DN1363'REFERENCE DISK, STAMPED HAYES NO 2 1946, AND IS SET IN THE
 DN1363'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DN1363'
 DN1363'AZIMUTH MARK IS 0.4 MILE W OF THE STATION, 30 FEET S OF
 DN1363'THE APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD, AND ON
 DN1363'THE NORTHERN EDGE OF A CULTIVATED FIELD.  IT IS A BRONZE
 DN1363'AZIMUTH DISK, STAMPED HAYES 1946, AND IS SET IN THE TOP
 DN1363'OF A CONCRETE POST PROJECTING 6 INCHES.
 DN1363'
 DN1363'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 DN1363'199 AND FARM HIGHWAY 51 IN SPRINGTOWN, GO N ON FARM HIGHWAY
 DN1363'51 FOR 6.2 MILES TO A CROSSROADS, TURN RIGHT AND GO E FOR
 DN1363'1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DN1363'CONTINUE ON E FOR 0.4 MILE TO THE HAYES FARMHOUSE ON THE
 DN1363'RIGHT AND THE STATION AS DESCRIBED.
 DN1363'
 DN1363'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 DN1363
 DN1363                          STATION RECOVERY (1950)
 DN1363
 DN1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DN1363'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DN1363'DESCRIBED.
 DN1363
 DN1363                          STATION RECOVERY (1960)
 DN1363
 DN1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1363'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1363'
 DN1363'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1363
 DN1363                          STATION RECOVERY (1997)
 DN1363
 DN1363'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0318 ***********************************************************************
 CC0318  DESIGNATION -  HAYS
 CC0318  PID         -  CC0318
 CC0318  STATE/COUNTY-  TX/WARD
 CC0318  USGS QUAD   -  QUITO DRAW (1981)
 CC0318
 CC0318                         *CURRENT SURVEY CONTROL
 CC0318  ___________________________________________________________________
 CC0318* NAD 83(1993)-  31 29 55.17789(N)    103 20 00.00003(W)     ADJUSTED  
 CC0318* NAVD 88     -       853.341  (meters)    2799.67   (feet)  ADJUSTED  
 CC0318  ___________________________________________________________________
 CC0318  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CC0318  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CC0318  DYNAMIC HT  -         852.102 (meters)    2795.60  (feet)  COMP
 CC0318  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 CC0318
 CC0318  HORZ ORDER  -  FIRST
 CC0318  VERT ORDER  -  FIRST     CLASS II
 CC0318
 CC0318.The horizontal coordinates were established by classical geodetic methods
 CC0318.and adjusted by the National Geodetic Survey in February 1996..
 CC0318
 CC0318.The orthometric height was determined by differential leveling
 CC0318.and adjusted by the National Geodetic Survey in June 1991..
 CC0318
 CC0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0318
 CC0318.The geoid height was determined by GEOID03.
 CC0318
 CC0318.The dynamic height is computed by dividing the NAVD 88
 CC0318.geopotential number by the normal gravity value computed on the
 CC0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0318.degrees latitude (g = 980.6199 gals.).
 CC0318
 CC0318.The modeled gravity was interpolated from observed gravity values.
 CC0318
 CC0318;                    North         East     Units Scale Factor Converg.
 CC0318;SPC TX C     - 3,206,931.721   415,046.520   MT  0.99991928   -1 32 42.6
 CC0318;SPC TX C     -10,521,408.49  1,361,698.46   sFT  0.99991928   -1 32 42.6
 CC0318;UTM  13      - 3,486,071.238   658,286.337   MT  0.99990902   +0 52 15.5
 CC0318
 CC0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0318!SPC TX C     -   0.99986987  x   0.99991928  =   0.99978916
 CC0318!UTM  13      -   0.99986987  x   0.99990902  =   0.99977891
 CC0318
 CC0318:                Primary Azimuth Mark                     Grid Az
 CC0318:SPC TX C     -  JOHNSON                                  005 48 28.8
 CC0318:UTM  13      -  JOHNSON                                  003 23 30.7
 CC0318
 CC0318|---------------------------------------------------------------------|
 CC0318| PID    Reference Object                     Distance      Geod. Az  |
 CC0318|                                                           dddmmss.s |
 CC0318| CC0788 JOHNSON                             APPROX.11.5 KM 0041546.2 |
 CC0318| CC0319 HAYS RM 1                            35.080 METERS 14456     |
 CC0318| CC0317 HAYS AZ MK                                         1822653.7 |
 CC0318| CC0320 HAYS RM 2                            19.373 METERS 23553     |
 CC0318| CC0809 PECOS WATER TANK                    APPROX.17.6 KM 2424605.3 |
 CC0318| CC0806 HAYS HILL NW MICROWAVE TR OF 5        8.998 METERS 33116     |
 CC0318|---------------------------------------------------------------------|
 CC0318
 CC0318                          SUPERSEDED SURVEY CONTROL
 CC0318
 CC0318  NAD 83(1986)-  31 29 55.17876(N)    103 19 59.99493(W) AD(       ) 1
 CC0318  NAD 27      -  31 29 54.70000(N)    103 19 58.39200(W) AD(       ) 1
 CC0318  NGVD 29 (??/??/92)  852.994  (m)         2798.53   (f) ADJ UNCH    1 2
 CC0318
 CC0318.Superseded values are not recommended for survey control.
 CC0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0318.See file dsdata.txt to determine how the superseded data were derived.
 CC0318
 CC0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ5828686071(NAD 83)
 CC0318_MARKER: DS = TRIANGULATION STATION DISK
 CC0318_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0318_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0318_STAMPING: HAYS 1909 ELEV 2798.570 FT
 CC0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0318
 CC0318  HISTORY     - Date     Condition        Report By
 CC0318  HISTORY     - 1909     MONUMENTED       CGS
 CC0318  HISTORY     - 1928     GOOD             CGS
 CC0318  HISTORY     - 1935     GOOD             CGS
 CC0318  HISTORY     - 1937     GOOD             CGS
 CC0318  HISTORY     - 1938     GOOD             TXHD
 CC0318  HISTORY     - 1945     GOOD             CGS
 CC0318  HISTORY     - 1956     GOOD             CGS
 CC0318  HISTORY     - 1956     GOOD             NGS
 CC0318  HISTORY     - 1967     GOOD             CGS
 CC0318  HISTORY     - 1969     GOOD             USGS
 CC0318
 CC0318                          STATION DESCRIPTION
 CC0318
 CC0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 CC0318'STATION IS 4-1/2 MILES DIRECT, NE BY E FROM BARSTOW, A TOWN ON THE
 CC0318'TEXAS AND PACIFIC RAILWAY, ON THE NW CORNER AND HIGHEST POINT
 CC0318'OF THE FIRST VERY PROMINENT HILL NE OF BARSTOW.  IT IS 1-3/4
 CC0318'MILES N 28 DEG W FROM THE ROGERS ROCK QUARRY, AND IN THE
 CC0318'PASTURE OF N.L. HAYS, WHOSE RANCH HOUSE IS S 55 DEG E FROM
 CC0318'STATION AND 1 MILE DISTANT.
 CC0318'
 CC0318'SURFACE MARK IS CAP STATION MARK SCREWED TO TOP OF 3-INCH
 CC0318'IRON PIPE WHICH IS EMBEDDED IN A CYLINDER OF CONCRETE 20
 CC0318'INCHES IN DIAMETER AND 30 INCHES LONG.
 CC0318'
 CC0318'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 CC0318'BLOCK 3 FEET UNDERGROUND.
 CC0318'
 CC0318'REFERENCE MARK IS A 3/4-INCH IRON ROD 18 INCHES LONG SET IN
 CC0318'A CYLINDER OF CONCRETE 12 INCHES IN DIAMETER AND 20 INCHES
 CC0318'LONG.  IT IS 19.365 METERS (63.53 FEET) FROM THE STATION.
 CC0318'BEARING FROM STATION TO BARSTOW
 CC0318'COURTHOUSE CUPOLA, DISTANT ABOUT 4.4 MILES, IS S 54 DEG 39 MIN W.
 CC0318'
 CC0318'IN 1928 STATION MARK RECOVERED INTACT, BUT REFERENCE MARK COULD
 CC0318'NOT BE FOUND.  IT HAD APPARENTLY BEEN DESTROYED THROUGH
 CC0318'WEATHERING OF THE HILL ON WHICH STATION IS LOCATED.
 CC0318
 CC0318                          STATION RECOVERY (1935)
 CC0318
 CC0318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0318'STATION IS ON THE WESTERN AND HIGHEST PART OF THE FIRST
 CC0318'PROMINENT HILL NE OF BARSTOW, A SMALL TOWN ON THE TEXAS AND
 CC0318'PACIFIC RAILROAD AND ABOUT 4.5 MILES DISTANT FROM IT.  IT IS
 CC0318'1.7 MILES N OF U.S. HIGHWAY 80 AND 1/4 MILE W OF A LONE OIL
 CC0318'DERRICK.  THE GROUND IN THE VICINITY OF THE STATION IS DEVOID
 CC0318'OF BRUSH, AND ROCKY.
 CC0318'
 CC0318'THE STATION MARK IS A STANDARD U.S.C. AND G.S. CAP SCREWED ON A
 CC0318'3-INCH IRON PIPE AND SET IN AN IRREGULAR MASS OF CONCRETE.
 CC0318'THE MARK PROJECTS 2 INCHES AND WAS RECOVERED IN GOOD CONDITION.
 CC0318'
 CC0318'REFERENCE MARK NO. 1 IS A NEW MARK SE OF STATION AND IS A
 CC0318'STANDARD BRONZE DISK SET IN CONCRETE.
 CC0318'IT IS STAMPED HAYS 1935 AND PROJECTS 6 INCHES.
 CC0318'
 CC0318'REFERENCE MARK NO. 2 IS A BOLT SET IN AN IRREGULAR MASS OF
 CC0318'CONCRETE.  IT LIES SW OF STATION, HAS U.S.C. AND G.S. SCRATCHED
 CC0318'IN THE CONCRETE, IS SET FLUSH WITH THE GROUND, AND WAS
 CC0318'RECOVERED IN GOOD CONDITION.
 CC0318'
 CC0318'AZIMUTH MARK IS A NEW MARK, A STANDARD BRONZE DISK SET IN
 CC0318'CONCRETE, AND PROJECTS 6 INCHES.
 CC0318'IT LIES S OF THE STATION AND IS 30 FEET SW OF CENTER LINE OF
 CC0318'THE BLADED ROAD LEADING TO THE STATION.
 CC0318'
 CC0318'STATION IS REACHED FROM THE RAILROAD DEPOT AT BARSTOW, BY
 CC0318'DRIVING E ON U.S. HIGHWAY 80, 3.8 MILES TO AN INTERSECTION
 CC0318'OF A ROAD FROM THE N.  AT THIS POINT THERE ARE SIGNS ON THE
 CC0318'ROAD READING OIL WELL AND PRIVATE ROAD.  TURN N ON THE BLADED
 CC0318'ROAD AND DRIVE NORTHERLY TOWARD AN OIL DERRICK FOR 1.6 MILES
 CC0318'TO TOP OF HILL.  LEAVE THE ROAD AT THIS POINT AND DRIVE 0.1
 CC0318'MILE TO HIGHEST POINT OF HILL AND STATION.
 CC0318'
 CC0318'A 10-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CC0318
 CC0318                          STATION RECOVERY (1937)
 CC0318
 CC0318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CC0318'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  ROAD
 CC0318'LEADING TO STATIONS AS PER DESCRIPTION OF 1934 HAS BEEN
 CC0318'FENCED OFF AND ABANDONED.
 CC0318'
 CC0318'REACHED AS FOLLOWS--FROM STREET CORNER IN FRONT OF WARD
 CC0318'COUNTY COURTHOUSE, FOLLOW ROAD E 1.25 MILES, KEEP STRAIGHT
 CC0318'AHEAD ACROSS CROSS ROAD 0.3 MILE TO POINT WHERE MAIN ROAD BEARS
 CC0318'N, BEAR RIGHT THROUGH BOARD GATE ON TRAIL FOLLOWING TELEPHONE
 CC0318'LINE, AND FOLLOW MAIN-TRAVELED TRAIL WHICH BEARN NE TO FORK
 CC0318'3.2 MILES FROM GATE.  STATION IS ABOUT 250 YARDS E OF THIS
 CC0318'FORK, ON HIGHEST SUMMIT OF SWELL.  THE RIGHT FORK PASSES CLOSE
 CC0318'BY, ON SW SIDE OF STATION.
 CC0318
 CC0318                          STATION RECOVERY (1938)
 CC0318
 CC0318'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0318'DESCRIPTION AS GIVEN IN REACHING STATION IS SATISFACTORY.
 CC0318'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 CC0318'ATTEMPT WAS MADE TO RECOVER AZIMUTH MARK.
 CC0318
 CC0318                          STATION RECOVERY (1945)
 CC0318
 CC0318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0318'RECOVERED AS DESCRIBED IN DESCRIPTION OF 1937.  DESCRIPTION IS
 CC0318'ADEQUATE.  STATION AND REFERENCE MARKS RECOVERED IN GOOD
 CC0318'CONDITION.  DISTANCES TO REFERENCE MARKS WERE NOT CHECKED.
 CC0318
 CC0318                          STATION RECOVERY (1956)
 CC0318
 CC0318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RFL)
 CC0318'STATION IS 4.0 MI. NE ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0318'THE STATION AT BARSTOW, THENCE 1.7 MI. NW ALONG A PRIVATE ROAD,
 CC0318'27.9 FT. SE OF THE SE CORNER OF THE CONCRETE FOUNDATION OF A
 CC0318'TELEVISION TOWER, 20.8 FT. S OF THE SE CORNER OF A SMALL
 CC0318'REDWOOD BUILDING, 118 YD. W OF THE CENTERLINE OF A PRIVATE
 CC0318'ROAD, 0.2 FT. ABOVE THE GROUND, A TRIANGULATION-STATION CAP,
 CC0318'SCREWED ON THE TOP OF A 3-1/2-IN. IRON PIPE WHICH IS SET IN
 CC0318'CONCRETE, AND STAMPED HAYS 1909 ELEV 2798.570 FT.
 CC0318'
 CC0318'REFERENCE MARK 1 IS 115.0 FT. SE OF THE TRIANGULATION
 CC0318'STATION, 110 YD. W OF THE CENTERLINE OF A PRIVATE ROAD, 76.7
 CC0318'FT. NE OF THE S ANCHOR ROD OF A TELEVISION TOWER, A
 CC0318'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH
 CC0318'PROJECTS 0.4 FT. ABOVE THE GROUND, AND STAMPED HAYS RM 1 1935.
 CC0318'
 CC0318'REFERENCE MARK 2 IS 63.5 FT. SW OF THE TRIANGULATION STATION,
 CC0318'70.6 FT. S OF THE SW CORNER OF THE CONCRETE FOUNDATION OF A
 CC0318'TELEVISION TOWER, FLUSH WITH THE GROUND, THE TOP OF A BOLT,
 CC0318'WHICH IS SET IN THE TOP OF A MASS OF CONCRETE WHICH HAS THE
 CC0318'LETTERS USC AND GS SCRATCHED ON ITS TOP.
 CC0318'
 CC0318'AZIMUTH MARK IS 1.15 MI. S OF THE TRIANGULATION STATION, 178.4
 CC0318'FT. W OF A POWER POLE, 37 FT. SW OF THE CENTERLINE OF A
 CC0318'PRIVATE ROAD, 2.5 FT. NW OF A WITNESS POST, A REFERENCE-MARK
 CC0318'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT.
 CC0318'ABOVE THE GROUND, AND STAMPED HAYS 1935 AZIMUTH.
 CC0318
 CC0318                          STATION RECOVERY (1956)
 CC0318
 CC0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CC0318'5.7 MI NE FROM BARSTOW.
 CC0318'4.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0318'STATION AT BARSTOW, THENCE 1.7 MILES NORTHWEST ALONG A PRIVATE ROAD,
 CC0318'27.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION
 CC0318'OF A TELEVISION TOWER, 20.8 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 CC0318'SMALL REDWOOD BUILDING, 118 YARDS WEST OF THE CENTER LINE OF A PRIVATE
 CC0318'ROAD, 0.2 FOOT ABOVE THE GROUND, SCREWED ON THE TOP OF A 3 1/2 INCH
 CC0318'IRON PIPE WHICH IS SET IN CONCRETE.
 CC0318
 CC0318                          STATION RECOVERY (1967)
 CC0318
 CC0318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ADL)
 CC0318'STATION RECOVERED AS DESCRIBED.
 CC0318'
 CC0318'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BARSTOW, 4
 CC0318'MILES NE.
 CC0318
 CC0318                          STATION RECOVERY (1969)
 CC0318
 CC0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (CHS)
 CC0318'THE STATION IS LOCATED NORTH 62 DEG EAST, ABOUT 11 MILES AIRLINE
 CC0318'FROM PECOS, SOUTH 48 DEG EAST ABOUT 21 MILES AIRLINE FROM
 CC0318'MENTONE.  ON A HIGH HILL, 29.5 FEET SOUTHEAST OF CENTER OF
 CC0318'250 FOOT TALL MICROWAVE TOWER.  NORTHWEST ONE OF 5 TOWERS.
 CC0318'20 FEET SOUTH OF THE SOUTHEAST CORNER OF SMALL WHITE BUILDING.
 CC0318'STATION IS 15 FEET SOUTH OF USC AND GS WITNESS SIGN MOUNTED ON
 CC0318'WOODEN FENCE POST.
 CC0318'
 CC0318'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND FARM
 CC0318'ROAD 516 IN BARSTOW, GO 3.8 MILES EAST ON U.S. HIGHWAY 80 TO T-ROAD
 CC0318'NORTH.  TURN LEFT (NORTH) 1.8 MILES ALONG GRADED GRAVEL ROAD TO
 CC0318'Y-ROAD JUNCTION.  TAKE LEFT FORK 0.1 MILE TO NORTHWEST ONE OF
 CC0318'5 TOWERS AND STATION.
 CC0318'
 CC0318'STATION MARK--A USC AND GS BRONZE CAP SCREWED ON TOP OF A 3.5
 CC0318'INCH IRON PIPE SET IN CONCRETE.  THE CAP PROJECTS 0.2 FOOT
 CC0318'ABOVE GROUND AND IS STAMPED HAYS 1909.
 CC0318'
 CC0318'REFERENCE MARK NO. 1--A USC AND GS BRONZE REFERENCE MARK DISK
 CC0318'SET IN TOP OF CONCRETE POST.  THE DISK PROJECTS 0.4 FOOT
 CC0318'ABOVE GROUND AND IS STAMPED HAYS 1935 NO. 1.
 CC0318'
 CC0318'REFERENCE MARK NO. 2--A BOLT SET IN TOP OF CONCRETE POST, FLUSH
 CC0318'WITH GROUND.
 CC0318'
 CC0318'AZIMUTH MARK WAS NOT SEARCHED FOR.  USC AND GS JOHNSON 1909
 CC0318'IS VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0317 ***********************************************************************
 CC0317  DESIGNATION -  HAYS AZ MK
 CC0317  PID         -  CC0317
 CC0317  STATE/COUNTY-  TX/WARD
 CC0317  USGS QUAD   -  QUITO DRAW (1981)
 CC0317
 CC0317                         *CURRENT SURVEY CONTROL
 CC0317  ___________________________________________________________________
 CC0317* NAD 83(1986)-  31 28 57.     (N)    103 20 03.     (W)     SCALED    
 CC0317* NAVD 88     -       829.846  (meters)    2722.59   (feet)  ADJUSTED  
 CC0317  ___________________________________________________________________
 CC0317  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CC0317  DYNAMIC HT  -         828.641 (meters)    2718.63  (feet)  COMP
 CC0317  MODELED GRAV-     979,160.8   (mgal)                       NAVD 88
 CC0317
 CC0317  VERT ORDER  -  FIRST     CLASS II
 CC0317
 CC0317.The horizontal coordinates were scaled from a topographic map and have
 CC0317.an estimated accuracy of +/- 6 seconds.
 CC0317
 CC0317.The orthometric height was determined by differential leveling
 CC0317.and adjusted by the National Geodetic Survey in June 1991..
 CC0317
 CC0317.The geoid height was determined by GEOID03.
 CC0317
 CC0317.The dynamic height is computed by dividing the NAVD 88
 CC0317.geopotential number by the normal gravity value computed on the
 CC0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0317.degrees latitude (g = 980.6199 gals.).
 CC0317
 CC0317.The modeled gravity was interpolated from observed gravity values.
 CC0317
 CC0317;                    North         East    Units  Estimated Accuracy
 CC0317;SPC TX C     - 3,205,140.      414,920.      MT  (+/- 180 meters Scaled)
 CC0317
 CC0317                          SUPERSEDED SURVEY CONTROL
 CC0317
 CC0317  NGVD 29 (??/??/92)  829.502  (m)         2721.46   (f) ADJ UNCH    1 2
 CC0317
 CC0317.Superseded values are not recommended for survey control.
 CC0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0317.See file dsdata.txt to determine how the superseded data were derived.
 CC0317
 CC0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ582842(NAD 83)
 CC0317_MARKER: DR = REFERENCE MARK DISK
 CC0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0317_STAMPING: HAYS 1935 AZIMUTH
 CC0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0317+STABILITY: SURFACE MOTION
 CC0317
 CC0317  HISTORY     - Date     Condition        Report By
 CC0317  HISTORY     - 1935     MONUMENTED       CGS
 CC0317  HISTORY     - 1956     GOOD             NGS
 CC0317
 CC0317                          STATION DESCRIPTION
 CC0317
 CC0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0317'4.55 MI NE FROM BARSTOW.
 CC0317'4.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0317'STATION AT BARSTOW, THENCE 0.55 MILE NORTHWEST ALONG A PRIVATE ROAD,
 CC0317'178.4 FEET WEST OF A POWER POLE, 37 FEET SOUTHWEST OF THE CENTER LINE
 CC0317'OF A PRIVATE ROAD, 2.5 FEET NORTHWEST OF A WITNESS POST, 1.15 MILES
 CC0317'SOUTH OF TRIANGULATION STATION HAYS, SET IN THE TOP OF A CONCRETE POST
 CC0317'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0806 ***********************************************************************
 CC0806  DESIGNATION -  HAYS HILL NW MICROWAVE TR OF 5
 CC0806  PID         -  CC0806
 CC0806  STATE/COUNTY-  TX/WARD
 CC0806  USGS QUAD   -  QUITO DRAW (1981)
 CC0806
 CC0806                         *CURRENT SURVEY CONTROL
 CC0806  ___________________________________________________________________
 CC0806* NAD 83(1993)-  31 29 55.43405(N)    103 20 00.16397(W)     ADJUSTED  
 CC0806* NAVD 88     -       853.     (meters)    2799.     (feet)  SCALED    
 CC0806  ___________________________________________________________________
 CC0806  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CC0806  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CC0806
 CC0806  HORZ ORDER  -  THIRD
 CC0806
 CC0806.The horizontal coordinates were established by classical geodetic methods
 CC0806.and adjusted by the National Geodetic Survey in February 1996..
 CC0806
 CC0806.The orthometric height was scaled from a topographic map.
 CC0806
 CC0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0806
 CC0806.The geoid height was determined by GEOID03.
 CC0806
 CC0806;                    North         East     Units Scale Factor Converg.
 CC0806;SPC TX C     - 3,206,939.724   415,042.408   MT  0.99991929   -1 32 42.7
 CC0806;SPC TX C     -10,521,434.74  1,361,684.97   sFT  0.99991929   -1 32 42.7
 CC0806;UTM  13      - 3,486,079.060   658,281.891   MT  0.99990901   +0 52 15.4
 CC0806
 CC0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0806!SPC TX C     -   0.99986987  x   0.99991929  =   0.99978917
 CC0806!UTM  13      -   0.99986987  x   0.99990901  =   0.99977889
 CC0806
 CC0806                          SUPERSEDED SURVEY CONTROL
 CC0806
 CC0806  NAD 83(1986)-  31 29 55.43492(N)    103 20 00.15888(W) AD(       ) 4
 CC0806  NAD 27      -  31 29 54.95617(N)    103 19 58.55594(W) AD(       ) 3
 CC0806
 CC0806.Superseded values are not recommended for survey control.
 CC0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0806.See file dsdata.txt to determine how the superseded data were derived.
 CC0806
 CC0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ5828286079(NAD 83)
 CC0806_MARKER: 45 = MICROWAVE TOWER
 CC0806
 CC0806  HISTORY     - Date     Condition        Report By
 CC0806  HISTORY     - 1969     FIRST OBSERVED   USGS
 CC0806
 CC0806                          STATION DESCRIPTION
 CC0806
 CC0806'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0319 ***********************************************************************
 CC0319  DESIGNATION -  HAYS RM 1
 CC0319  PID         -  CC0319
 CC0319  STATE/COUNTY-  TX/WARD
 CC0319  USGS QUAD   -  QUITO DRAW (1981)
 CC0319
 CC0319                         *CURRENT SURVEY CONTROL
 CC0319  ___________________________________________________________________
 CC0319* NAD 83(1986)-  31 29 54.     (N)    103 20 00.     (W)     SCALED    
 CC0319* NAVD 88     -       852.842  (meters)    2798.03   (feet)  ADJUSTED  
 CC0319  ___________________________________________________________________
 CC0319  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CC0319  DYNAMIC HT  -         851.604 (meters)    2793.97  (feet)  COMP
 CC0319  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 CC0319
 CC0319  VERT ORDER  -  FIRST     CLASS II
 CC0319
 CC0319.The horizontal coordinates were scaled from a topographic map and have
 CC0319.an estimated accuracy of +/- 6 seconds.
 CC0319
 CC0319.The orthometric height was determined by differential leveling
 CC0319.and adjusted by the National Geodetic Survey in June 1991..
 CC0319
 CC0319.The geoid height was determined by GEOID03.
 CC0319
 CC0319.The dynamic height is computed by dividing the NAVD 88
 CC0319.geopotential number by the normal gravity value computed on the
 CC0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0319.degrees latitude (g = 980.6199 gals.).
 CC0319
 CC0319.The modeled gravity was interpolated from observed gravity values.
 CC0319
 CC0319;                    North         East    Units  Estimated Accuracy
 CC0319;SPC TX C     - 3,206,900.      415,050.      MT  (+/- 180 meters Scaled)
 CC0319
 CC0319                          SUPERSEDED SURVEY CONTROL
 CC0319
 CC0319  NGVD 29 (??/??/92)  852.495  (m)         2796.89   (f) ADJ UNCH    1 2
 CC0319
 CC0319.Superseded values are not recommended for survey control.
 CC0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0319.See file dsdata.txt to determine how the superseded data were derived.
 CC0319
 CC0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ582860(NAD 83)
 CC0319_MARKER: DR = REFERENCE MARK DISK
 CC0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0319_STAMPING: HAYS R M 1 1935
 CC0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0319+STABILITY: SURFACE MOTION
 CC0319
 CC0319  HISTORY     - Date     Condition        Report By
 CC0319  HISTORY     - 1935     MONUMENTED       CGS
 CC0319  HISTORY     - 1956     GOOD             NGS
 CC0319
 CC0319                          STATION DESCRIPTION
 CC0319
 CC0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0319'5.7 MI NE FROM BARSTOW.
 CC0319'4.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0319'STATION AT BARSTOW, THENCE 1.7 MILES NORTHWEST ALONG A PRIVATE ROAD,
 CC0319'110 YARDS WEST OF THE CENTER LINE OF A PRIVATE ROAD, 115.0 FEET
 CC0319'SOUTHEAST OF TRIANGULATION STATION HAYS, 76.7 FEET NORTHEAST OF THE
 CC0319'SOUTH ANCHOR ROD OF A TELEVISION TOWER, 132.4 FEET EAST OF HAYS R.M.
 CC0319'2, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CC0319'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0320 ***********************************************************************
 CC0320  DESIGNATION -  HAYS RM 2
 CC0320  PID         -  CC0320
 CC0320  STATE/COUNTY-  TX/WARD
 CC0320  USGS QUAD   -  QUITO DRAW (1981)
 CC0320
 CC0320                         *CURRENT SURVEY CONTROL
 CC0320  ___________________________________________________________________
 CC0320* NAD 83(1986)-  31 29 54.     (N)    103 20 00.     (W)     SCALED    
 CC0320* NAVD 88     -       852.720  (meters)    2797.63   (feet)  ADJUSTED  
 CC0320  ___________________________________________________________________
 CC0320  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CC0320  DYNAMIC HT  -         851.482 (meters)    2793.57  (feet)  COMP
 CC0320  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 CC0320
 CC0320  VERT ORDER  -  FIRST     CLASS II
 CC0320
 CC0320.The horizontal coordinates were scaled from a topographic map and have
 CC0320.an estimated accuracy of +/- 6 seconds.
 CC0320
 CC0320.The orthometric height was determined by differential leveling
 CC0320.and adjusted by the National Geodetic Survey in June 1991..
 CC0320
 CC0320.The geoid height was determined by GEOID03.
 CC0320
 CC0320.The dynamic height is computed by dividing the NAVD 88
 CC0320.geopotential number by the normal gravity value computed on the
 CC0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0320.degrees latitude (g = 980.6199 gals.).
 CC0320
 CC0320.The modeled gravity was interpolated from observed gravity values.
 CC0320
 CC0320;                    North         East    Units  Estimated Accuracy
 CC0320;SPC TX C     - 3,206,900.      415,050.      MT  (+/- 180 meters Scaled)
 CC0320
 CC0320                          SUPERSEDED SURVEY CONTROL
 CC0320
 CC0320  NGVD 29 (??/??/92)  852.373  (m)         2796.49   (f) ADJ UNCH    1 2
 CC0320
 CC0320.Superseded values are not recommended for survey control.
 CC0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0320.See file dsdata.txt to determine how the superseded data were derived.
 CC0320
 CC0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ582860(NAD 83)
 CC0320_MARKER: B = BOLT
 CC0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0320_SP_SET: CONCRETE MASS
 CC0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0320
 CC0320  HISTORY     - Date     Condition        Report By
 CC0320  HISTORY     - 1909     MONUMENTED       CGS
 CC0320  HISTORY     - 1956     GOOD             NGS
 CC0320
 CC0320                          STATION DESCRIPTION
 CC0320
 CC0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0320'5.7 MI NE FROM BARSTOW.
 CC0320'4.0 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0320'STATION AT BARSTOW, THENCE 1.7 MILES NORTHWEST ALONG A PRIVATE ROAD,
 CC0320'63.5 FEET SOUTHWEST OF TRIANGULATION STATION HAYS, 70.6 FEET SOUTH OF
 CC0320'THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A TELEVISION TOWER,
 CC0320'132.4 FEET WEST OF HAYS R.M. 1, SET IN THE TOP OF A MASS OF CONCRETE
 CC0320'WHICH HAS THE LETTERS USC AND GS SCRATCHED IN THE TOP, FLUSH WITH THE
 CC0320'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5270 ***********************************************************************
 AH5270  DESIGNATION -  HAYWORTH ET
 AH5270  PID         -  AH5270
 AH5270  STATE/COUNTY-  TX/HOOD
 AH5270  USGS QUAD   -  HILL CITY (1979)
 AH5270
 AH5270                         *CURRENT SURVEY CONTROL
 AH5270  ___________________________________________________________________
 AH5270* NAD 83(1993)-  32 20 50.72924(N)    097 45 16.71648(W)     ADJUSTED  
 AH5270* NAVD 88     -       286.0    (meters)     938.     (feet)  VERTCON   
 AH5270  ___________________________________________________________________
 AH5270  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AH5270  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AH5270
 AH5270  HORZ ORDER  -  THIRD
 AH5270
 AH5270.The horizontal coordinates were established by classical geodetic methods
 AH5270.and adjusted by the National Geodetic Survey in July 1998..
 AH5270
 AH5270.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5270
 AH5270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5270
 AH5270.The geoid height was determined by GEOID03.
 AH5270
 AH5270;                    North         East     Units Scale Factor Converg.
 AH5270;SPC TXNC     - 2,075,739.335   670,159.942   MT  0.99994759   +0 24 23.4
 AH5270;SPC TXNC     - 6,810,154.80  2,198,683.08   sFT  0.99994759   +0 24 23.4
 AH5270;UTM  14      - 3,579,627.666   617,188.839   MT  0.99976935   +0 39 59.1
 AH5270
 AH5270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5270!SPC TXNC     -   0.99995949  x   0.99994759  =   0.99990708
 AH5270!UTM  14      -   0.99995949  x   0.99976935  =   0.99972885
 AH5270
 AH5270                          SUPERSEDED SURVEY CONTROL
 AH5270
 AH5270  NGVD 29 (07/28/98)  286.0    (m)          938.     (f) VERT ANG       
 AH5270
 AH5270.Superseded values are not recommended for survey control.
 AH5270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5270.See file dsdata.txt to determine how the superseded data were derived.
 AH5270
 AH5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1718979628(NAD 83)
 AH5270_MARKER: DS = TRIANGULATION STATION DISK
 AH5270_SETTING: 66 = SET IN ROCK OUTCROP
 AH5270_PROJECTION: FLUSH
 AH5270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5270+STABILITY: POSITION/ELEVATION WELL
 AH5270
 AH5270  HISTORY     - Date     Condition        Report By
 AH5270  HISTORY     - 1959     MONUMENTED       USGS
 AH5270
 AH5270                          STATION DESCRIPTION
 AH5270
 AH5270'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5270'STATION IS LOCATED IN HOOD COUNTY, TEXAS, ABOUT 2 MI. (AIRLINE) N. OF
 AH5270'THE HOOD-SOMERVELL COUNTY LINE, ABOUT 8 MI. N. OF GLEN ROSE, ABOUT 7
 AH5270'MI. S. AND 2 MI. E. OF GRANBURY ON A PROMINENT KNOLL 2 MI. SW. OF THE
 AH5270'COMMUNITY OF MAMBRINO.
 AH5270'TO REACH THE STATION FROM THE JUNCTION OF U.S. 377 AND STATE FARM
 AH5270'ROADS 51 AND 144 IN W. GRANBURY, GO 7.9 MI. S. ON FARM ROAD 144 TO
 AH5270'T-RD. E., TURN LEFT FOR 0.5 MI. TO FARM BUILDINGS, GO N., PASSING
 AH5270'THROUGH TWO GATES E. OF SHEDS, FOR 0.2 MI. TO THE TOP OF KNOLL AND
 AH5270'STATION NEAR THE APPROXIMATE CENTER.
 AH5270'STATION MARK--STANDARD USGS TABLET CEMENTED IN LIMESTONE OUTCROP,
 AH5270'STAMPED---HAYWORTH-ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0104 ***********************************************************************
 CE0104  DESIGNATION -  HD 4 54
 CE0104  PID         -  CE0104
 CE0104  STATE/COUNTY-  TX/EL PASO
 CE0104  USGS QUAD   -  EL PASO (1997)
 CE0104
 CE0104                         *CURRENT SURVEY CONTROL
 CE0104  ___________________________________________________________________
 CE0104* NAD 83(1986)-  31 50 00.     (N)    106 23 13.     (W)     SCALED    
 CE0104* NAVD 88     -      1193.396  (meters)    3915.33   (feet)  POSTED    
 CE0104  ___________________________________________________________________
 CE0104  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0104  DYNAMIC HT  -        1191.570 (meters)    3909.34  (feet)  COMP
 CE0104  MODELED GRAV-     979,072.1   (mgal)                       NAVD 88
 CE0104
 CE0104  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CE0104
 CE0104.The horizontal coordinates were scaled from a topographic map and have
 CE0104.an estimated accuracy of +/- 6 seconds.
 CE0104
 CE0104.The orthometric height was determined by differential leveling
 CE0104.and adjusted by the National Geodetic Survey in 1992..
 CE0104.No vertical observational check was made to the station.
 CE0104.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CE0104.was located on a no-check spur therefore a value was not computed.
 CE0104
 CE0104.The geoid height was determined by GEOID03.
 CE0104
 CE0104.The dynamic height is computed by dividing the NAVD 88
 CE0104.geopotential number by the normal gravity value computed on the
 CE0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0104.degrees latitude (g = 980.6199 gals.).
 CE0104
 CE0104.The modeled gravity was interpolated from observed gravity values.
 CE0104
 CE0104;                    North         East    Units  Estimated Accuracy
 CE0104;SPC TX C     - 3,255,790.      127,230.      MT  (+/- 180 meters Scaled)
 CE0104
 CE0104                          SUPERSEDED SURVEY CONTROL
 CE0104
 CE0104  NGVD 29 (??/??/92) 1192.856  (m)         3913.56   (f) ADJ UNCH    1 2
 CE0104
 CE0104.Superseded values are not recommended for survey control.
 CE0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0104.See file dsdata.txt to determine how the superseded data were derived.
 CE0104
 CE0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR687228(NAD 83)
 CE0104_MARKER: DD = SURVEY DISK
 CE0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0104_STAMPING: H D - 4 - 54
 CE0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0104+STABILITY: SURFACE MOTION
 CE0104
 CE0104  HISTORY     - Date     Condition        Report By
 CE0104  HISTORY     - UNK      MONUMENTED       DOD
 CE0104  HISTORY     - 1954     GOOD             NGS
 CE0104
 CE0104                          STATION DESCRIPTION
 CE0104
 CE0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CE0104'9.15 MI E FROM EL PASO.
 CE0104'6.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CE0104'UNION STATION AT EL PASO, THENCE 2.8 MILES EAST ALONG THE BIGGS FIELD
 CE0104'ROAD, 300 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE HANGAR, 1 FOOT
 CE0104'NORTHWEST OF THE NORTHWEST CORNER OF BUILDING 332, SET IN THE TOP OF A
 CE0104'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0073 ***********************************************************************
 CE0073  DESIGNATION -  HD 6.54
 CE0073  PID         -  CE0073
 CE0073  STATE/COUNTY-  TX/EL PASO
 CE0073  USGS QUAD   -  EL PASO (1997)
 CE0073
 CE0073                         *CURRENT SURVEY CONTROL
 CE0073  ___________________________________________________________________
 CE0073* NAD 83(1986)-  31 49 32.     (N)    106 25 57.     (W)     SCALED    
 CE0073* NAVD 88     -      1186.283  (meters)    3892.00   (feet)  POSTED    
 CE0073  ___________________________________________________________________
 CE0073  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CE0073  DYNAMIC HT  -        1184.480 (meters)    3886.08  (feet)  COMP
 CE0073  MODELED GRAV-     979,080.9   (mgal)                       NAVD 88
 CE0073
 CE0073  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CE0073
 CE0073.The horizontal coordinates were scaled from a topographic map and have
 CE0073.an estimated accuracy of +/- 6 seconds.
 CE0073
 CE0073.The orthometric height was determined by differential leveling
 CE0073.and adjusted by the National Geodetic Survey in 1992..
 CE0073.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CE0073.rate of 3.1 thru 4.0 mm/km.
 CE0073
 CE0073.The geoid height was determined by GEOID03.
 CE0073
 CE0073.The dynamic height is computed by dividing the NAVD 88
 CE0073.geopotential number by the normal gravity value computed on the
 CE0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0073.degrees latitude (g = 980.6199 gals.).
 CE0073
 CE0073.The modeled gravity was interpolated from observed gravity values.
 CE0073
 CE0073;                    North         East    Units  Estimated Accuracy
 CE0073;SPC TX C     - 3,255,160.      122,880.      MT  (+/- 180 meters Scaled)
 CE0073
 CE0073                          SUPERSEDED SURVEY CONTROL
 CE0073
 CE0073  NGVD 29 (??/??/92) 1185.77   (m)         3890.3    (f) COMPUTED    1 2
 CE0073
 CE0073.Superseded values are not recommended for survey control.
 CE0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0073.See file dsdata.txt to determine how the superseded data were derived.
 CE0073
 CE0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR644219(NAD 83)
 CE0073_MARKER: DD = SURVEY DISK
 CE0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0073_SP_SET: CURB
 CE0073_STAMPING: H D -6 -54 1954 ALBUQUERQUE
 CE0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0073
 CE0073  HISTORY     - Date     Condition        Report By
 CE0073  HISTORY     - 1954     MONUMENTED       USE
 CE0073  HISTORY     - 1954     GOOD             NGS
 CE0073  HISTORY     - 1958     MARK NOT FOUND   NGS
 CE0073  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0073
 CE0073                          STATION DESCRIPTION
 CE0073
 CE0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CE0073'6.35 MI NE FROM EL PASO.
 CE0073'6.35 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CE0073'UNION STATION AT EL PASO, 146 FEET WEST OF THE WEST RAIL OF THE MAIN
 CE0073'TRACK, 22 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD LEADING TO
 CE0073'BIGGS AIR FORCE BASE, SET IN THE TOP OF THE EAST END OF THE SOUTH
 CE0073'CONCRETE CURB OF A DRAINAGE CULVERT.
 CE0073
 CE0073                          STATION RECOVERY (1958)
 CE0073
 CE0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CE0073'MARK NOT FOUND.
 CE0073
 CE0073                          STATION RECOVERY (1981)
 CE0073
 CE0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0423 ***********************************************************************
 CE0423  DESIGNATION -  HD 6.54 RESET
 CE0423  PID         -  CE0423
 CE0423  STATE/COUNTY-  TX/EL PASO
 CE0423  USGS QUAD   -  EL PASO (1997)
 CE0423
 CE0423                         *CURRENT SURVEY CONTROL
 CE0423  ___________________________________________________________________
 CE0423* NAD 83(1986)-  31 49 41.     (N)    106 25 52.     (W)     SCALED    
 CE0423* NAVD 88     -      1183.617  (meters)    3883.25   (feet)  ADJUSTED  
 CE0423  ___________________________________________________________________
 CE0423  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CE0423  DYNAMIC HT  -        1181.820 (meters)    3877.35  (feet)  COMP
 CE0423  MODELED GRAV-     979,081.1   (mgal)                       NAVD 88
 CE0423
 CE0423  VERT ORDER  -  FIRST     CLASS I
 CE0423
 CE0423.The horizontal coordinates were scaled from a topographic map and have
 CE0423.an estimated accuracy of +/- 6 seconds.
 CE0423
 CE0423.The orthometric height was determined by differential leveling
 CE0423.and adjusted by the National Geodetic Survey in November 1996..
 CE0423
 CE0423.The geoid height was determined by GEOID03.
 CE0423
 CE0423.The dynamic height is computed by dividing the NAVD 88
 CE0423.geopotential number by the normal gravity value computed on the
 CE0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0423.degrees latitude (g = 980.6199 gals.).
 CE0423
 CE0423.The modeled gravity was interpolated from observed gravity values.
 CE0423
 CE0423;                    North         East    Units  Estimated Accuracy
 CE0423;SPC TX C     - 3,255,430.      123,030.      MT  (+/- 180 meters Scaled)
 CE0423
 CE0423                          SUPERSEDED SURVEY CONTROL
 CE0423
 CE0423  NAVD 88 (06/15/91) 1183.661  (m)         3883.39   (f) UNKNOWN     1 1
 CE0423
 CE0423.Superseded values are not recommended for survey control.
 CE0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0423.See file dsdata.txt to determine how the superseded data were derived.
 CE0423
 CE0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR645222(NAD 83)
 CE0423_MARKER: DV = VERTICAL CONTROL DISK
 CE0423_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CE0423_SP_SET: SIDEWALK
 CE0423_STAMPING: HD 6.54 1954 USE RESET 1978
 CE0423_MARK LOGO: NGS   
 CE0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0423+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 CE0423
 CE0423  HISTORY     - Date     Condition        Report By
 CE0423  HISTORY     - 1978     MONUMENTED       USGS
 CE0423  HISTORY     - 1981     GOOD             NGS
 CE0423  HISTORY     - 19921119 GOOD             NGS
 CE0423
 CE0423                          STATION DESCRIPTION
 CE0423
 CE0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0423'10.6 KM (6.6 MI) NE FROM EL PASO.
 CE0423'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CE0423'10.6 KM (6.6 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0423'FROM UNION STATION IN EL PASO, IN TOP OF THE SOUTH END OF THE
 CE0423'GATEWAY SOUTH HIGHWAY RAMP TO FORT BLISS, 0.3 KM (0.2 MI) NORTHEAST
 CE0423'OF THE FRED WILSON ROAD OVERPASS, 137.2 METERS (450.0 FT) SOUTHEAST
 CE0423'OF THE NEAR RAIL, 130.1 METERS (427.0 FT) EAST OF A SIDING SWITCH,
 CE0423'12.5 METERS (41.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.2
 CE0423'METERS (17.0 FT) NORTH OF THE SOUTH END OF A GUARD RAIL AND 2.4
 CE0423'METERS (8.0 FT) SOUTH OF A STEEL STREET LIGHT POLE.
 CE0423
 CE0423                          STATION RECOVERY (1992)
 CE0423
 CE0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0423'10.3 KM (6.40 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0423'FROM THE UNION PASSENGER STATION IN EL PASO, NEAR THE CENTER OF A
 CE0423'SIDEWALK AT THE SOUTH END OF THE MARSHALL ROAD OVERPASS, 0.2 KM
 CE0423'(0.10 MI) NORTH OF THE INTERSECTION OF FRED WILSON ROAD, 150.0 M
 CE0423'(492.1 FT) SOUTHEAST OF THE NEAR RAIL, 12.5 M (41.0 FT) WEST OF AND
 CE0423'LEVEL WITH THE ROAD CENTERLINE, 5.2 M (17.1 FT) NORTH OF THE SOUTH
 CE0423'END OF A GUARDRAIL, 2.4 M (7.9 FT) SOUTH OF UTILITY LIGHT POLE NUMBER
 CE0423'12693, AND 0.4 M (1.3 FT) WEST OF THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2778 ***********************************************************************
 AB2778  PACS        -  This is a Primary Airport Control Station.
 AB2778  DESIGNATION -  HDO A
 AB2778  PID         -  AB2778
 AB2778  STATE/COUNTY-  TX/MEDINA
 AB2778  USGS QUAD   -  HONDO (1982)
 AB2778
 AB2778                         *CURRENT SURVEY CONTROL
 AB2778  ___________________________________________________________________
 AB2778* NAD 83(1993)-  29 21 36.48060(N)    099 10 28.21063(W)     ADJUSTED  
 AB2778* NAVD 88     -       280.61   (meters)     920.6    (feet)  GPS OBS   
 AB2778  ___________________________________________________________________
 AB2778  X           -    -887,070.945 (meters)                     COMP
 AB2778  Y           -  -5,492,426.940 (meters)                     COMP
 AB2778  Z           -   3,108,877.987 (meters)                     COMP
 AB2778  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AB2778  ELLIP HEIGHT-         256.71  (meters)          (10/24/00) GPS OBS
 AB2778  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AB2778
 AB2778  HORZ ORDER  -  B
 AB2778  ELLP ORDER  -  FOURTH    CLASS II
 AB2778
 AB2778.This mark is at Hondo Muni (HDO) Airport (HDO)
 AB2778
 AB2778.The horizontal coordinates were established by GPS observations
 AB2778.and adjusted by the National Geodetic Survey in February 1996..
 AB2778
 AB2778.The orthometric height was determined by GPS observations and a
 AB2778.high-resolution geoid model.
 AB2778
 AB2778.GPS derived orthometric heights for airport stations designated as
 AB2778.PACS or SACS are published to 2 decimal places.  This maintains
 AB2778.centimeter relative accuracy between the PACS and SACS.  It does
 AB2778.not indicate centimeter accuracy relative to other marks which are
 AB2778.part of the NAVD 88 network.
 AB2778
 AB2778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2778
 AB2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2778
 AB2778.The ellipsoidal height was determined by GPS observations
 AB2778.and is referenced to NAD 83.
 AB2778
 AB2778.The geoid height was determined by GEOID03.
 AB2778
 AB2778;                    North         East     Units Scale Factor Converg.
 AB2778;SPC TXSC     - 4,169,222.384   583,058.218   MT  0.99986334   -0 05 07.8
 AB2778;SPC TXSC     -13,678,523.77  1,912,916.84   sFT  0.99986334   -0 05 07.8
 AB2778;UTM  14      - 3,247,899.040   483,062.660   MT  0.99960354   -0 05 08.0
 AB2778
 AB2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2778!SPC TXSC     -   0.99995968  x   0.99986334  =   0.99982303
 AB2778!UTM  14      -   0.99995968  x   0.99960354  =   0.99956324
 AB2778
 AB2778                          SUPERSEDED SURVEY CONTROL
 AB2778
 AB2778  ELLIP H (02/20/96)  256.86   (m)                       GP(       ) 1 1
 AB2778
 AB2778.Superseded values are not recommended for survey control.
 AB2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2778.See file dsdata.txt to determine how the superseded data were derived.
 AB2778
 AB2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8306347899(NAD 83)
 AB2778_MARKER: I = METAL ROD
 AB2778_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2778_STAMPING: HD0 A 1995
 AB2778_MARK LOGO: NGS   
 AB2778_PROJECTION: FLUSH
 AB2778_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2778+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AB2778_ROD/PIPE-DEPTH: 10.7 meters
 AB2778_SLEEVE-DEPTH  : 1 meters
 AB2778
 AB2778  HISTORY     - Date     Condition        Report By
 AB2778  HISTORY     - 1995     MONUMENTED       NGS
 AB2778  HISTORY     - 20021028 GOOD             USPSQD
 AB2778  HISTORY     - 20050521 GOOD             USPSQD
 AB2778
 AB2778                          STATION DESCRIPTION
 AB2778
 AB2778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2778'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF D HANIS, 2.5 MI
 AB2778'(4.0 KM) WEST NORTHWEST OF HONDO AND AT THE HONDO MUNICIPAL AIRPORT
 AB2778'NEAR THE AUTOMATED WEATHER OBSERVING SYSTEM IN THE INFIELD.
 AB2778'OWNERSHIP--CITY OF HONDO, 1600 AVENUE M, HONDO, TX 78861.  AIRPORT
 AB2778'MANAGER IS SCOTT WALD, PHONE (210) 426-3378.  CONTACT AT AIRPORT, GREG
 AB2778'BALDASARRI, PHONE (210) 426-3021.  NOTE--HEAVY MILITARY T-41 TRAFFIC
 AB2778'DURING DAYLIGHT HOURS.  TO REACH THE STATION FROM THE JUNCTION OF US
 AB2778'HIGHWAY 90 AND STATE HIGHWAY 173 ON THE EAST SIDE OF HONDO, GO WEST ON
 AB2778'US HIGHWAY 90 FOR 2.6 MI (4.2 KM) TO A PAVED ROAD RIGHT, TURN RIGHT
 AB2778'AND GO NORTH ON CASTRO STREET FOR 1.05 MI (1.69 KM) TO A INTERSECTION,
 AB2778'TURN LEFT AND GO WEST ON SPATZ STREET FOR 0.5 MI (0.8 KM) TO A PAVED
 AB2778'ROAD LEFT AND A CURVE RIGHT, TURN RIGHT FOLLOWING PAVED ROAD AND GO
 AB2778'NORTHERLY, THEN WEST FOR 0.1 MI (0.2 KM) TO A GATE AHEAD AND THE USAF
 AB2778'FLIGHT SCREENING PROGRAM BUILDING ON THE RIGHT, PASS THROUGH GATE AND
 AB2778'GO WEST ON THE APRON FOR 0.1 MI (0.2 KM) TO A APRON EDGE TAXIWAY, TURN
 AB2778'LEFT AND GO SOUTH ON THE PARALLEL APRON EDGE TAXIWAY FOR 0.2 MI (0.3
 AB2778'KM) TO A TAXIWAY ON THE RIGHT, TURN RIGHT AND GO WEST CROSSING THE
 AB2778'RUNWAY FOR 0.1 MI (0.2 KM) TO A TAXIWAY CURVE LEFT (JUST PAST HOLD
 AB2778'LINE) , BEAR RIGHT AND GO NORTHWEST ACROSS THE GRASS FOR 0.15 MI (0.24
 AB2778'KM) TO THE AWOS AND THE STATION TO THE WEST. THE STATION IS 445.0 FT
 AB2778'(135.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION
 AB2778'FOR A SHORT CONTROL TOWER, 93.5 FT (28.5 M) WEST FROM A TALL POLE WITH
 AB2778'A ANEMOMETER, 73.5 FT (22.4 M) WEST OF THE MOST WESTERLY END OF THE
 AB2778'AWOS ARRAY, 3.5 FT (1.1 M) NORTH OF A WITNESS POST AND 3.5 FT (1.1 M)
 AB2778'EAST OF A WITNESS POST.  DRL.
 AB2778
 AB2778                          STATION RECOVERY (2002)
 AB2778
 AB2778'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AB2778'RECOVERED IN GOOD CONDITION.
 AB2778
 AB2778                          STATION RECOVERY (2005)
 AB2778
 AB2778'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AB2778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1819 ***********************************************************************
 AY1819  DESIGNATION -  HEAD
 AY1819  PID         -  AY1819
 AY1819  STATE/COUNTY-  TX/COMAL
 AY1819  USGS QUAD   -  FISCHER (1989)
 AY1819
 AY1819                         *CURRENT SURVEY CONTROL
 AY1819  ___________________________________________________________________
 AY1819* NAD 83(1993)-  29 59 18.74329(N)    098 18 49.64073(W)     ADJUSTED  
 AY1819* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 AY1819  ___________________________________________________________________
 AY1819  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 AY1819  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 AY1819
 AY1819  HORZ ORDER  -  SECOND
 AY1819
 AY1819.The horizontal coordinates were established by classical geodetic methods
 AY1819.and adjusted by the National Geodetic Survey in February 1996..
 AY1819
 AY1819.The orthometric height was scaled from a topographic map.
 AY1819
 AY1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1819
 AY1819.The geoid height was determined by GEOID03.
 AY1819
 AY1819;                    North         East     Units Scale Factor Converg.
 AY1819;SPC TXSC     - 4,239,052.976   666,212.405   MT  0.99992813   +0 20 10.3
 AY1819;SPC TXSC     -13,907,626.31  2,185,731.87   sFT  0.99992813   +0 20 10.3
 AY1819;SPC TX C     - 3,037,451.748   894,877.137   MT  1.00003667   +1 02 24.7
 AY1819;SPC TX C     - 9,965,372.94  2,935,942.74   sFT  1.00003667   +1 02 24.7
 AY1819;UTM  14      - 3,317,713.597   566,191.855   MT  0.99965405   +0 20 34.8
 AY1819
 AY1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1819!SPC TXSC     -   0.99993441  x   0.99992813  =   0.99986255
 AY1819!SPC TX C     -   0.99993441  x   1.00003667  =   0.99997108
 AY1819!UTM  14      -   0.99993441  x   0.99965405  =   0.99958849
 AY1819
 AY1819:                Primary Azimuth Mark                     Grid Az
 AY1819:SPC TXSC     -  HEAD AZ MK                               007 58 29.3
 AY1819:SPC TX C     -  HEAD AZ MK                               007 16 14.9
 AY1819:UTM  14      -  HEAD AZ MK                               007 58 04.8
 AY1819
 AY1819|---------------------------------------------------------------------|
 AY1819| PID    Reference Object                     Distance      Geod. Az  |
 AY1819|                                                           dddmmss.s |
 AY1819| CV4246 HEAD AZ MK                                         0081839.6 |
 AY1819| BN0621 TEXAS NM PLINE CO WIMBERLEY TK      APPROX.12.6 KM 0591941.5 |
 AY1819| CV4247 HEAD RM 1                            12.388 METERS 23343     |
 AY1819| CV4248 HEAD RM 2                            14.100 METERS 33730     |
 AY1819|---------------------------------------------------------------------|
 AY1819
 AY1819                          SUPERSEDED SURVEY CONTROL
 AY1819
 AY1819  NAD 83(1986)-  29 59 18.75280(N)    098 18 49.62423(W) AD(       ) 2
 AY1819  NAD 27      -  29 59 17.98570(N)    098 18 48.57090(W) AD(       ) 2
 AY1819
 AY1819.Superseded values are not recommended for survey control.
 AY1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1819.See file dsdata.txt to determine how the superseded data were derived.
 AY1819
 AY1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6619217714(NAD 83)
 AY1819_MARKER: DS = TRIANGULATION STATION DISK
 AY1819_SETTING: 66 = SET IN ROCK OUTCROP
 AY1819
 AY1819  HISTORY     - Date     Condition        Report By
 AY1819  HISTORY     - 1956     MONUMENTED       CGS
 AY1819  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY1819  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 AY1819
 AY1819                          STATION DESCRIPTION
 AY1819
 AY1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1819'THE STATION IS ABOUT 20 MILES SOUTHEAST OF BLANCO, ON THE
 AY1819'HIGHEST POINT OF BIG HEAD MOUNTAIN AND ON LAND OWNED BY C.L.
 AY1819'MESEROLE.  IT IS 8 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE
 AY1819'WITNESS POST.
 AY1819'
 AY1819'TO REACH THE STATION FROM THE SQUARE IN BLANCO, GO SOUTHEAST
 AY1819'AND SOUTH ON U.S. HIGHWAY 281 FOR 2.1 MILES TO FARM ROAD 32 ON THE
 AY1819'LEFT, TURN LEFT AND GO SOUTHEAST ON FARM ROAD 32 FOR 7.85
 AY1819'MILES TO THE AZIMUTH MARK, A CATTLE GUARD AND THE ENTRANCE
 AY1819'TO THE MESEROLE RANCH.  TURN RIGHT, CROSS THE CATTLE GUARD
 AY1819'AND FOLLOW THE RANCH ROAD FOR 0.25 MILE TO THE RANCH HOUSE,
 AY1819'PASS TO THE RIGHT OF THE HOUSE AND FOLLOW A TRACK ROAD
 AY1819'SOUTHWESTERLY FOR 0.9 MILE TO A GATE, PASS THROUGH THE GATE
 AY1819'AND CONTINUE SOUTHERLY FOR 0.2 MILE TO A DIM T-JUNCTION,
 AY1819'TURN LEFT AND GO EASTERLY FOR 0.2 MILE TO A DIM TRACK ROAD
 AY1819'ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY FOR 0.1 MILE TO A
 AY1819'GATE, PASS THROUGH THE GATE AND GO SOUTHEAST FOR ABOUT 50 YARDS,
 AY1819'BEAR RIGHT AND GO 0.1 MILE TO A TRACK ROAD ON THE LEFT, BEAR
 AY1819'LEFT AND FOLLOW THE TRACK ROAD ALONG THE EAST SLOPE OF THE HILL
 AY1819'FOR 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 AY1819'
 AY1819'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1819'STAMPED HEAD 1956.
 AY1819'
 AY1819'REFERENCE MARK 1 IS 48 FEET WEST OF THE WITNESS POST.  THE MARK
 AY1819'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED HEAD NO
 AY1819'1 1956.
 AY1819'
 AY1819'REFERENCE MARK 2 IS 45 FEET NORTHWEST OF THE WITNESS POST.
 AY1819'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 AY1819'HEAD NO 2 1956.
 AY1819'
 AY1819'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CATTLE GUARD, 33 FEET
 AY1819'SOUTHWEST OF THE CENTER OF FARM ROAD 32 AND 4 FEET WEST OF A
 AY1819'4 IN X 4 IN WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 AY1819'GROUND, AND THE DISK IS STAMPED HEAD 1956.
 AY1819'
 AY1819'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 AY1819
 AY1819                          STATION RECOVERY (1999)
 AY1819
 AY1819'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1819'MARK NOT FOUND.
 AY1819
 AY1819                          STATION RECOVERY (2002)
 AY1819
 AY1819'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 AY1819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0261 ***********************************************************************
 DN0261  DESIGNATION -  HEARD
 DN0261  PID         -  DN0261
 DN0261  STATE/COUNTY-  TX/COLLIN
 DN0261  USGS QUAD   -  CULLEOKA (1973)
 DN0261
 DN0261                         *CURRENT SURVEY CONTROL
 DN0261  ___________________________________________________________________
 DN0261* NAD 83(1993)-  33 10 07.61010(N)    096 29 15.89934(W)     ADJUSTED  
 DN0261* NAVD 88     -       179.749  (meters)     589.73   (feet)  ADJUSTED  
 DN0261  ___________________________________________________________________
 DN0261  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DN0261  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN0261  DYNAMIC HT  -         179.553 (meters)     589.08  (feet)  COMP
 DN0261  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 DN0261
 DN0261  HORZ ORDER  -  FIRST
 DN0261  VERT ORDER  -  SECOND    CLASS 0
 DN0261
 DN0261.The horizontal coordinates were established by classical geodetic methods
 DN0261.and adjusted by the National Geodetic Survey in February 1996..
 DN0261
 DN0261.The orthometric height was determined by differential leveling
 DN0261.and adjusted by the National Geodetic Survey in June 1991..
 DN0261
 DN0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0261
 DN0261.The geoid height was determined by GEOID03.
 DN0261
 DN0261.The dynamic height is computed by dividing the NAVD 88
 DN0261.geopotential number by the normal gravity value computed on the
 DN0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0261.degrees latitude (g = 980.6199 gals.).
 DN0261
 DN0261.The modeled gravity was interpolated from observed gravity values.
 DN0261
 DN0261;                    North         East     Units Scale Factor Converg.
 DN0261;SPC TXNC     - 2,168,366.591   787,657.393   MT  0.99987470   +1 05 50.9
 DN0261;SPC TXNC     - 7,114,049.39  2,584,172.63   sFT  0.99987470   +1 05 50.9
 DN0261;UTM  14      - 3,672,809.233   734,266.454   MT  1.00027670   +1 22 30.3
 DN0261
 DN0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0261!SPC TXNC     -   0.99997580  x   0.99987470  =   0.99985050
 DN0261!UTM  14      -   0.99997580  x   1.00027670  =   1.00025249
 DN0261
 DN0261:                Primary Azimuth Mark                     Grid Az
 DN0261:SPC TXNC     -  HEARD AZ MK 2                            057 27 00.4
 DN0261:UTM  14      -  HEARD AZ MK 2                            057 10 21.0
 DN0261
 DN0261|---------------------------------------------------------------------|
 DN0261| PID    Reference Object                     Distance      Geod. Az  |
 DN0261|                                                           dddmmss.s |
 DN0261| CY2089 HEARD AZ MK 2                                      0583251.3 |
 DN0261| DN1114 FARMERSVILLE MUN STANDPIPE          APPROX.11.7 KM 0923534.8 |
 DN0261| CS2611 ROCKWALL MUNICIPAL TANK             APPROX.26.6 KM 1742407.0 |
 DN0261| DN1153 WYLIE MUNICIPAL TANK                APPROX.17.9 KM 1953750.7 |
 DN0261| DN0259 HEARD RM 1                           48.582 METERS 26028     |
 DN0261| DN1149 MC KINNEY TEX TEXTILE SHORT TK      APPROX.11.7 KM 2781641.0 |
 DN0261| DN1150 MC KINNEY TEX TEXTILE TALL TK       APPROX.11.7 KM 2781850.5 |
 DN0261| DN1148 MC KINNEY TEX TEXTILE MILL STK      APPROX.11.7 KM 2783313.6 |
 DN0261| DN1152 MC KINNEY MUN STANDPIPE             APPROX.12.1 KM 2815542.3 |
 DN0261| DN1145 MC KINNEY NEWSOME BLDG CUPOLA       APPROX.12.3 KM 2845405.9 |
 DN0261| DN1143 MC KINNEY FIRST ME CHURCH TWR       APPROX.12.6 KM 2861251.5 |
 DN0261| DN1147 MC KINNEY FIRST PRESB CH SPIRE      APPROX.12.4 KM 2861352.9 |
 DN0261| DN1144 MC KINNEY COMP AND WHSE CO TK       APPROX.11.6 KM 2871201.2 |
 DN0261| DN0258 HEARD AZ MK                                        3251948.0 |
 DN0261| DN1121 PRINCETOWN MUNICIPAL TANK           APPROX. 1.5 KM 3320042.1 |
 DN0261| DN1133 VAN ALSTYNE MUNICIPAL TANK          APPROX.29.4 KM 3434227.2 |
 DN0261| DN0260 HEARD RM 2                           22.787 METERS 35820     |
 DN0261|---------------------------------------------------------------------|
 DN0261
 DN0261                          SUPERSEDED SURVEY CONTROL
 DN0261
 DN0261  NAD 83(1993)-  33 10 07.61280(N)    096 29 15.89394(W) AD(       ) 1
 DN0261  NAD 83(1986)-  33 10 07.61687(N)    096 29 15.88678(W) AD(       ) 1
 DN0261  NAD 27      -  33 10 07.20100(N)    096 29 14.93700(W) AD(       ) 1
 DN0261  NGVD 29 (??/??/92)  179.755  (m)          589.75   (f) ADJ UNCH    2 0
 DN0261
 DN0261.Superseded values are not recommended for survey control.
 DN0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0261.See file dsdata.txt to determine how the superseded data were derived.
 DN0261
 DN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3426672809(NAD 83)
 DN0261_MARKER: DS = TRIANGULATION STATION DISK
 DN0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0261_STAMPING: HEARD 1935
 DN0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0261+STABILITY: SURFACE MOTION
 DN0261
 DN0261  HISTORY     - Date     Condition        Report By
 DN0261  HISTORY     - 1935     MONUMENTED       CGS
 DN0261  HISTORY     - 1937     GOOD             TXHD
 DN0261  HISTORY     - 1938     GOOD             TXGS
 DN0261  HISTORY     - 1946     GOOD             NGS
 DN0261  HISTORY     - 1950     GOOD             CGS
 DN0261  HISTORY     - 19940711 GOOD             USPSQD
 DN0261
 DN0261                          STATION DESCRIPTION
 DN0261
 DN0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN0261'STATION IS ABOUT 8-1/2 MILES W OF FARMERSVILLE, ABOUT 1 MILE
 DN0261'SSE OF PRINCETON, ON FARM OWNED BY MISS LAURA HEARD OF MC KINNEY,
 DN0261'AND OCCUPIED BY C.M. TARRANT, ON E SIDE OF HIS BARNYARD,
 DN0261'109 FEET ESE OF SE CORNER OF HIS HOUSE, 76 FEET S OF SE CORNER
 DN0261'OF HIS BARN, 14 FEET SE OF SE CORNER OF HIS BARN LOT, ABOUT 30
 DN0261'FEET S OF S EDGE OF HIS STOCK WATERING-POND, 128 FEET S OF
 DN0261'THE CENTER LINE OF E-W GRADED DIRT ROAD, 16 FEET W OF A 6-INCH
 DN0261'HACKBERRY TREE.  MARK IS FLUSH WITH THE SURFACE.
 DN0261'
 DN0261'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DN0261'BRONZE DISKS SET IN CONCRETE.
 DN0261'
 DN0261'REFERENCE MARK NO. 1 IS W OF THE STATION, AT W SIDE OF THE GARDEN,
 DN0261'1 FOOT E OF ITS W FENCE, 22 FEET S OF THE NW CORNER POST OF
 DN0261'THE GARDEN FENCE.  IT IS FLUSH WITH THE SURFACE.
 DN0261'
 DN0261'REFERENCE MARK NO. 2 IS N OF THE STATION, 2 FEET SE OF SE
 DN0261'CORNER OF THE BARN, 1 FOOT E OF THE E BARN LOT FENCE, AND PROJECTS
 DN0261'2 INCHES.
 DN0261'
 DN0261'AZIMUTH MARK IS NW OF THE STATION, 24 FEET N OF THE CENTER
 DN0261'LINE OF E-W GRADED DIRT ROAD, ON RIGHT-OF-WAY FENCE LINE,
 DN0261'ABOUT 0.1 MILE W OF WHERE ROAD TURNS S TO STATION.  IT PROJECTS
 DN0261'6 INCHES.
 DN0261'
 DN0261'TO REACH FROM THE PRINCETON CITIZENS STATE BANK IN PRINCETON.
 DN0261'GO S, 0.55 MILE TO AN E-W ROAD.  THENCE E AND S ON GRADED DIRT
 DN0261'ROAD, 0.6 MILE TO MR. TARRANTS HOUSE AND THE STATION, AND AT
 DN0261'POINT WHERE THE ROAD TURNS E AGAIN.
 DN0261'
 DN0261'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 DN0261'
 DN0261'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 DN0261
 DN0261                          STATION RECOVERY (1937)
 DN0261
 DN0261'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DN0261'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  NO ATTEMPT
 DN0261'MADE TO RECOVER REFERENCE MARKS.
 DN0261
 DN0261                          STATION RECOVERY (1938)
 DN0261
 DN0261'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 DN0261'STATION RECOVERED IN GOOD CONDITION.
 DN0261
 DN0261                          STATION RECOVERY (1946)
 DN0261
 DN0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DN0261'1.4 MI SE FROM PRINCETON.
 DN0261'1.4 MILES SOUTHEAST OF PRINCETON, ON THE C.M. TARRANT FARM.  109 FEET
 DN0261'EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 128 FEET SOUTH OF THE
 DN0261'CENTER LINE OF AN EAST AND WEST DIRT ROAD, 16 FEET WEST OF A 6 INCH
 DN0261'HACKBERRY TREE, 14 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN
 DN0261'LOT.  A BRONZE TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 DN0261'POST.
 DN0261
 DN0261                          STATION RECOVERY (1950)
 DN0261
 DN0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCT)
 DN0261'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1935,
 DN0261'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 DN0261'MARK WAS BEHIND A HOUSE, SO IT WAS REMOVED AND A NEW ONE WAS
 DN0261'SET IN ITS PLACE.  A DIFFERENCE WAS FOUND IN THE DISTANCE AND
 DN0261'DIRECTION TO R.M. NO. 2.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DN0261'
 DN0261'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST-SOUTHEAST OF
 DN0261'MC KINNEY, ABOUT 7 MILES WEST OF FARMERSVILLE, ABOUT 1 MILE
 DN0261'SOUTHEAST OF PRINCETON, AND ABOUT 0.3 MILE SOUTH OF STATE
 DN0261'HIGHWAY 24.  IT IS 130 FEET SOUTH OF THE CENTERLINE OF A DIRT
 DN0261'ROAD, 21 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE,
 DN0261'15 FEET WEST OF A LONE COTTONWOOD TREE, AND 5 FEET NORTH OF
 DN0261'A CHICKEN HOUSE.  THE DISK IS STAMPED HEARD 1935 AND PROJECTS
 DN0261'10 INCHES.
 DN0261'
 DN0261'REFERENCE MARK NO. 1 IS 39 FEET SOUTHWEST OF THE SOUTHWEST
 DN0261'CORNER OF AN OLD FARM HOUSE, AND IS SET IN A NORTH-SOUTH ROW
 DN0261'OF PEACH TREES.  STAMPED HEARD NO 1 1935 AND PROJECTS 3
 DN0261'INCHES.
 DN0261'
 DN0261'REFERENCE MARK NO. 2 IS 56 FEET SOUTH OF THE CENTERLINE OF THE
 DN0261'DIRT ROAD, 34 FEET EAST OF A YARD FENCE, AND 14 FEET SOUTHWEST
 DN0261'OF A LONE TREE.  THE DISK IS STAMPED HEARD NO 2 1935 AND
 DN0261'PROJECTS 1 FOOT.
 DN0261'
 DN0261'THE AZIMUTH MARK IS 110 FEET EAST OF THE CENTERLINE OF A
 DN0261'NORTH-SOUTH DIRT ROAD, 60 FEET SOUTH OF THE CENTERLINE OF
 DN0261'HIGHWAY 24, 8 FEET NORTHEAST OF A TELEPHONE POLE, AND 3 FEET WEST
 DN0261'OF A HIGHWAY RIGHT-OF-WAY MARKER.  STAMPED HEARD 1950 AND PROJECTS
 DN0261'8 INCHES.
 DN0261'
 DN0261'TO REACH THE STATION FROM THE JUNCTION OF ROADS, AT THE SOUTH
 DN0261'EDGE OF PRINCETON, GO SOUTH-EAST ON STATE HIGHWAY 24 FOR 0.85
 DN0261'MILE TO A CROSS ROAD, AND THE AZIMUTH MARK AS DESCRIBED.
 DN0261'TURN RIGHT, AND GO SOUTH ON A DIRT ROAD, FOR 0.2 MILE TO A
 DN0261'T ROAD.  TURN RIGHT AND GO WEST FOR 0.3 MILE TO THE STATION
 DN0261'ON THE LEFT.
 DN0261'
 DN0261'A 74 FOOT SIGNAL AT FARMERSVILLE IS VISIBLE AT 20 FEET.
 DN0261'
 DN0261'A 74 FOOT SIGNAL AT PILOT IS VISIBLE FROM THE GROUND.
 DN0261'
 DN0261'A 74 FOOT SIGNAL AT BEST IS VISIBLE FROM THE GROUND.
 DN0261'
 DN0261'A 100 FOOT SIGNAL AT LUCAS IS VISIBLE AT 10 FEET.
 DN0261'
 DN0261'A 74 FOOT SIGNAL AT NEWSOME 1935 IS VISIBLE AT 10 FEET.
 DN0261'
 DN0261'A 74 FOOT SIGNAL AT BIGGERS IS VISIBLE AT 30 FEET.
 DN0261'
 DN0261'HEIGHT OF TOWER- 37 FEET.
 DN0261
 DN0261                          STATION RECOVERY (1994)
 DN0261
 DN0261'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2131 ***********************************************************************
 AN2131  DESIGNATION -  HEARD
 AN2131  PID         -  AN2131
 AN2131  STATE/COUNTY-  TX/BEE
 AN2131  USGS QUAD   -  SKIDMORE NE (1979)
 AN2131
 AN2131                         *CURRENT SURVEY CONTROL
 AN2131  ___________________________________________________________________
 AN2131* NAD 83(1993)-  28 27 47.82303(N)    097 36 53.01585(W)     ADJUSTED  
 AN2131* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 AN2131  ___________________________________________________________________
 AN2131  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 AN2131  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AN2131
 AN2131  HORZ ORDER  -  SECOND
 AN2131
 AN2131.The horizontal coordinates were established by classical geodetic methods
 AN2131.and adjusted by the National Geodetic Survey in February 1996..
 AN2131
 AN2131.The orthometric height was scaled from a topographic map.
 AN2131
 AN2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2131
 AN2131.The geoid height was determined by GEOID03.
 AN2131
 AN2131;                    North         East     Units Scale Factor Converg.
 AN2131;SPC TXSC     - 4,070,621.431   735,664.722   MT  0.99997801   +0 40 43.2
 AN2131;SPC TXSC     -13,355,030.48  2,413,593.34   sFT  0.99997801   +0 40 43.2
 AN2131;UTM  14      - 3,149,305.958   635,623.873   MT  0.99982701   +0 39 37.1
 AN2131
 AN2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2131!SPC TXSC     -   0.99999295  x   0.99997801  =   0.99997096
 AN2131!UTM  14      -   0.99999295  x   0.99982701  =   0.99981996
 AN2131
 AN2131|---------------------------------------------------------------------|
 AN2131| PID    Reference Object                     Distance      Geod. Az  |
 AN2131|                                                           dddmmss.s |
 AN2131| CV4250 HEARD RM 1                           30.587 METERS 08110     |
 AN2131| CV4251 HEARD RM 2                           25.679 METERS 18025     |
 AN2131| AN2143 BEEVILLE RADIO STA KIBL MAST        APPROX.14.1 KM 2322751.2 |
 AN2131| AN2168 BEEVILLE MUNICIPAL TANK             APPROX.15.0 KM 2475533.1 |
 AN2131| CV4249 HEARD AZ MK                                        2710008.6 |
 AN2131|---------------------------------------------------------------------|
 AN2131
 AN2131                          SUPERSEDED SURVEY CONTROL
 AN2131
 AN2131  NAD 83(1986)-  28 27 47.82961(N)    097 36 52.99843(W) AD(       ) 2
 AN2131  NAD 27      -  28 27 46.84000(N)    097 36 52.01500(W) AD(       ) 2
 AN2131
 AN2131.Superseded values are not recommended for survey control.
 AN2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2131.See file dsdata.txt to determine how the superseded data were derived.
 AN2131
 AN2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS3562449306(NAD 83)
 AN2131_MARKER: DS = TRIANGULATION STATION DISK
 AN2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2131
 AN2131  HISTORY     - Date     Condition        Report By
 AN2131  HISTORY     - 1952     MONUMENTED       CGS
 AN2131  HISTORY     - 1963     GOOD             CGS
 AN2131
 AN2131                          STATION DESCRIPTION
 AN2131
 AN2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2131'THE STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF BEEVILLE,
 AN2131'5 MILES SOUTH-SOUTHWEST OF BERCLAIR, 100 YARDS EAST OF A HOUSE,
 AN2131'24 FEET SOUTH OF A WINDMILL, 20 FEET SOUTH OF A WITNESS POST, AND
 AN2131'ON LAND OWNED BY MR. HEARD.
 AN2131'
 AN2131'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 181
 AN2131'AND 59 IN BEEVILLE.  GO NORTHEAST ON U.S. HIGHWAY 59 FOR 8.8
 AN2131'MILES TO A T-ROAD RIGHT, AND A SIGN HEARD RANCH, TURN RIGHT AND
 AN2131'GO SOUTH-SOUTHEAST FOR 1.8 MILES TO A ROAD FORK.  TAKE THE LEFT
 AN2131'FORK, PASSING THROUGH A CATTLE GUARD, AND GO SOUTHEAST FOR 1.0
 AN2131'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHERLY FOR
 AN2131'0.2 MILE TO THE STATION SITE AS DESCRIBED.
 AN2131'
 AN2131'THE STATION MARK, STAMPED HEARD 1952, IS A STANDARD DISK SET
 AN2131'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AN2131'
 AN2131'REFERENCE MARK NO. 1, STAMPED HEARD NO 1 1952, IS A STADARD
 AN2131'DISK SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AN2131'GROUND.  IT IS 116 FEET SOUTH OF A WINDMILL.
 AN2131'
 AN2131'REFERENCE MARK NO. 2, STAMPED HEARD NO 2 1952, IS A STANDARD
 AN2131'DISK SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AN2131'GROUND.  IT IS 100 FEET SOUTHWEST OF A WINDMILL AND 84 FEET EAST
 AN2131'OF A POWER LINE POLE.
 AN2131'
 AN2131'THE AZIMUTH MARK, STAMPED HEARD 1952, IS A STANDARD DISK SET IN
 AN2131'THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 22 FEET
 AN2131'SOUTHWEST OF A GRAVELED ROAD AND 2 FEET SOUTHEAST OF A WITNESS
 AN2131'POST.
 AN2131'
 AN2131'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AN2131
 AN2131                          STATION RECOVERY (1963)
 AN2131
 AN2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWH)
 AN2131'STATION, REFERENCE MARKS 1, 2 AND AZIMUTH MARK WERE RECOVERED
 AN2131'IN GOOD CONDITION AS DESCRIBED.
 AN2131'
 AN2131'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0258 ***********************************************************************
 DN0258  DESIGNATION -  HEARD AZ MK
 DN0258  PID         -  DN0258
 DN0258  STATE/COUNTY-  TX/COLLIN
 DN0258  USGS QUAD   -  CULLEOKA (1973)
 DN0258
 DN0258                         *CURRENT SURVEY CONTROL
 DN0258  ___________________________________________________________________
 DN0258* NAD 83(1986)-  33 10 18.     (N)    096 29 28.     (W)     SCALED    
 DN0258* NAVD 88     -       179.096  (meters)     587.58   (feet)  ADJUSTED  
 DN0258  ___________________________________________________________________
 DN0258  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN0258  DYNAMIC HT  -         178.901 (meters)     586.94  (feet)  COMP
 DN0258  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 DN0258
 DN0258  VERT ORDER  -  SECOND    CLASS 0
 DN0258
 DN0258.The horizontal coordinates were scaled from a topographic map and have
 DN0258.an estimated accuracy of +/- 6 seconds.
 DN0258
 DN0258.The orthometric height was determined by differential leveling
 DN0258.and adjusted by the National Geodetic Survey in June 1991..
 DN0258
 DN0258.The geoid height was determined by GEOID03.
 DN0258
 DN0258.The dynamic height is computed by dividing the NAVD 88
 DN0258.geopotential number by the normal gravity value computed on the
 DN0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0258.degrees latitude (g = 980.6199 gals.).
 DN0258
 DN0258.The modeled gravity was interpolated from observed gravity values.
 DN0258
 DN0258;                    North         East    Units  Estimated Accuracy
 DN0258;SPC TXNC     - 2,168,680.      787,340.      MT  (+/- 180 meters Scaled)
 DN0258
 DN0258                          SUPERSEDED SURVEY CONTROL
 DN0258
 DN0258  NGVD 29 (??/??/92)  179.102  (m)          587.60   (f) ADJ UNCH    2 0
 DN0258
 DN0258.Superseded values are not recommended for survey control.
 DN0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0258.See file dsdata.txt to determine how the superseded data were derived.
 DN0258
 DN0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB339731(NAD 83)
 DN0258_MARKER: DZ = AZIMUTH MARK DISK
 DN0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0258_STAMPING: HEARD AZIMUTH 1935
 DN0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0258+STABILITY: SURFACE MOTION
 DN0258
 DN0258  HISTORY     - Date     Condition        Report By
 DN0258  HISTORY     - 1935     MONUMENTED       CGS
 DN0258  HISTORY     - 1946     GOOD             NGS
 DN0258  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0258
 DN0258                          STATION DESCRIPTION
 DN0258
 DN0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DN0258'1.0 MI SE FROM PRINCETON.
 DN0258'ALONG A DIRT ROAD.  1.0 MILE SOUTHEAST OF POST OFFICE IN PRINCETON.
 DN0258'ABOUT MIDWAY BETWEEN TWO FARM HOUSES ON OPPOSITE SIDES OF THE ROAD.
 DN0258'102 FEET EAST OF A POWER LINE POLE.  24 FEET NORTH OF THE CENTER OF
 DN0258'ROAD.  2 FEET WEST OF WITNESS POST.  IN A FENCE LINE.
 DN0258
 DN0258                          STATION RECOVERY (1994)
 DN0258
 DN0258'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0259 ***********************************************************************
 DN0259  DESIGNATION -  HEARD RM 1
 DN0259  PID         -  DN0259
 DN0259  STATE/COUNTY-  TX/COLLIN
 DN0259  USGS QUAD   -  CULLEOKA (1973)
 DN0259
 DN0259                         *CURRENT SURVEY CONTROL
 DN0259  ___________________________________________________________________
 DN0259* NAD 83(1986)-  33 10 07.     (N)    096 29 15.     (W)     SCALED    
 DN0259* NAVD 88     -       180.315  (meters)     591.58   (feet)  ADJUSTED  
 DN0259  ___________________________________________________________________
 DN0259  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN0259  DYNAMIC HT  -         180.119 (meters)     590.94  (feet)  COMP
 DN0259  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 DN0259
 DN0259  VERT ORDER  -  SECOND    CLASS 0
 DN0259
 DN0259.The horizontal coordinates were scaled from a topographic map and have
 DN0259.an estimated accuracy of +/- 6 seconds.
 DN0259
 DN0259.The orthometric height was determined by differential leveling
 DN0259.and adjusted by the National Geodetic Survey in June 1991..
 DN0259
 DN0259.The geoid height was determined by GEOID03.
 DN0259
 DN0259.The dynamic height is computed by dividing the NAVD 88
 DN0259.geopotential number by the normal gravity value computed on the
 DN0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0259.degrees latitude (g = 980.6199 gals.).
 DN0259
 DN0259.The modeled gravity was interpolated from observed gravity values.
 DN0259
 DN0259;                    North         East    Units  Estimated Accuracy
 DN0259;SPC TXNC     - 2,168,350.      787,680.      MT  (+/- 180 meters Scaled)
 DN0259
 DN0259                          SUPERSEDED SURVEY CONTROL
 DN0259
 DN0259  NGVD 29 (??/??/92)  180.322  (m)          591.61   (f) ADJ UNCH    2 0
 DN0259
 DN0259.Superseded values are not recommended for survey control.
 DN0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0259.See file dsdata.txt to determine how the superseded data were derived.
 DN0259
 DN0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB342727(NAD 83)
 DN0259_MARKER: DB = BENCH MARK DISK
 DN0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0259_STAMPING: HEARD NO. 1 1935
 DN0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0259+STABILITY: SURFACE MOTION
 DN0259
 DN0259  HISTORY     - Date     Condition        Report By
 DN0259  HISTORY     - 1935     MONUMENTED       CGS
 DN0259  HISTORY     - 1946     GOOD             NGS
 DN0259  HISTORY     - 19940711 GOOD             USPSQD
 DN0259
 DN0259                          STATION DESCRIPTION
 DN0259
 DN0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DN0259'1.2 MI SE FROM PRINCETON.
 DN0259'ALONG A DIRT ROAD.  1.2 MILES SOUTHEAST OF POST OFFICE IN PRINCETON.
 DN0259'NEAR A FARM HOUSE.  180 FEET SOUTH OF CENTER OF ROAD.  135 FEET SOUTH
 DN0259'OF A POWER LINE POLE.  85 FEET SOUTHWEST OF SOUTHWEST CORNER OF FARM
 DN0259'HOUSE.  IN A FENCE LINE.
 DN0259
 DN0259                          STATION RECOVERY (1994)
 DN0259
 DN0259'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0260 ***********************************************************************
 DN0260  DESIGNATION -  HEARD RM 2
 DN0260  PID         -  DN0260
 DN0260  STATE/COUNTY-  TX/COLLIN
 DN0260  USGS QUAD   -  CULLEOKA (1973)
 DN0260
 DN0260                         *CURRENT SURVEY CONTROL
 DN0260  ___________________________________________________________________
 DN0260* NAD 83(1986)-  33 10 07.     (N)    096 29 15.     (W)     SCALED    
 DN0260* NAVD 88     -       179.545  (meters)     589.06   (feet)  ADJUSTED  
 DN0260  ___________________________________________________________________
 DN0260  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN0260  DYNAMIC HT  -         179.350 (meters)     588.42  (feet)  COMP
 DN0260  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 DN0260
 DN0260  VERT ORDER  -  SECOND    CLASS 0
 DN0260
 DN0260.The horizontal coordinates were scaled from a topographic map and have
 DN0260.an estimated accuracy of +/- 6 seconds.
 DN0260
 DN0260.The orthometric height was determined by differential leveling
 DN0260.and adjusted by the National Geodetic Survey in June 1991..
 DN0260
 DN0260.The geoid height was determined by GEOID03.
 DN0260
 DN0260.The dynamic height is computed by dividing the NAVD 88
 DN0260.geopotential number by the normal gravity value computed on the
 DN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0260.degrees latitude (g = 980.6199 gals.).
 DN0260
 DN0260.The modeled gravity was interpolated from observed gravity values.
 DN0260
 DN0260;                    North         East    Units  Estimated Accuracy
 DN0260;SPC TXNC     - 2,168,350.      787,680.      MT  (+/- 180 meters Scaled)
 DN0260
 DN0260                          SUPERSEDED SURVEY CONTROL
 DN0260
 DN0260  NGVD 29 (??/??/92)  179.552  (m)          589.08   (f) ADJ UNCH    2 0
 DN0260
 DN0260.Superseded values are not recommended for survey control.
 DN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0260.See file dsdata.txt to determine how the superseded data were derived.
 DN0260
 DN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB342727(NAD 83)
 DN0260_MARKER: DB = BENCH MARK DISK
 DN0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0260_STAMPING: HEARD NO. 2 1935
 DN0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0260+STABILITY: SURFACE MOTION
 DN0260
 DN0260  HISTORY     - Date     Condition        Report By
 DN0260  HISTORY     - 1935     MONUMENTED       CGS
 DN0260  HISTORY     - 1946     GOOD             NGS
 DN0260  HISTORY     - 19940711 GOOD             USPSQD
 DN0260
 DN0260                          STATION DESCRIPTION
 DN0260
 DN0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DN0260'1.2 MI SE FROM PRINCETON.
 DN0260'ALONG A DIRT ROAD.  1.2 MILES SOUTHEAST OF THE POST OFFICE IN
 DN0260'PRINCETON.  NEAR A FARM HOUSE.  54 FEET SOUTH OF CENTER OF ROAD.  52
 DN0260'FEET EAST OF THE NORTHEAST CORNER OF FARM HOUSE.
 DN0260
 DN0260                          STATION RECOVERY (1994)
 DN0260
 DN0260'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0282 ***********************************************************************
 BM0282  DESIGNATION -  HEARNE
 BM0282  PID         -  BM0282
 BM0282  STATE/COUNTY-  TX/ROBERTSON
 BM0282  USGS QUAD   -  HEARNE NORTH (1989)
 BM0282
 BM0282                         *CURRENT SURVEY CONTROL
 BM0282  ___________________________________________________________________
 BM0282* NAD 83(1986)-  30 52 47.     (N)    096 35 52.     (W)     SCALED    
 BM0282* NAVD 88     -        90.33   (+/-2cm)     296.4    (feet)  VERTCON   
 BM0282  ___________________________________________________________________
 BM0282  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM0282
 BM0282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0282
 BM0282.The horizontal coordinates were scaled from a topographic map and have
 BM0282.an estimated accuracy of +/- 6 seconds.
 BM0282
 BM0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0282.The vertical order pertains to the NGVD 29 superseded value.
 BM0282
 BM0282.The geoid height was determined by GEOID03.
 BM0282
 BM0282;                    North         East    Units  Estimated Accuracy
 BM0282;SPC TX C     - 3,140,470.    1,057,100.      MT  (+/- 180 meters Scaled)
 BM0282
 BM0282                          SUPERSEDED SURVEY CONTROL
 BM0282
 BM0282  NGVD 29 (??/??/92)   90.288  (m)          296.22   (f) ADJ UNCH    2 0
 BM0282
 BM0282.Superseded values are not recommended for survey control.
 BM0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0282.See file dsdata.txt to determine how the superseded data were derived.
 BM0282
 BM0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV296187(NAD 83)
 BM0282_MARKER: DB = BENCH MARK DISK
 BM0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0282_STAMPING: 296.226 HEARNE 1933
 BM0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0282+STABILITY: SURFACE MOTION
 BM0282
 BM0282  HISTORY     - Date     Condition        Report By
 BM0282  HISTORY     - 1933     MONUMENTED       CGS
 BM0282  HISTORY     - 19940820 GOOD             USPSQD
 BM0282
 BM0282                          STATION DESCRIPTION
 BM0282
 BM0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0282'IN HEARNE.
 BM0282'AT HEARNE, ROBERTSON COUNTY, AT THE INTERSECTION OF CEDAR AND THIRD
 BM0282'STREETS, AT THE CITY POWER PLANT, IN THE SOUTHEAST CORNER OF THE
 BM0282'POWER-PLANT LOT, AND SET IN THE TOP OF A CONCRETE POST.
 BM0282
 BM0282                          STATION RECOVERY (1994)
 BM0282
 BM0282'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1068 ***********************************************************************
 BM1068  DESIGNATION -  HEARNE
 BM1068  PID         -  BM1068
 BM1068  STATE/COUNTY-  TX/ROBERTSON
 BM1068  USGS QUAD   -  HEARNE NORTH (1989)
 BM1068
 BM1068                         *CURRENT SURVEY CONTROL
 BM1068  ___________________________________________________________________
 BM1068* NAD 83(1993)-  30 53 09.55845(N)    096 35 28.95416(W)     ADJUSTED  
 BM1068* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BM1068  ___________________________________________________________________
 BM1068  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BM1068  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM1068
 BM1068  HORZ ORDER  -  FIRST
 BM1068
 BM1068.The horizontal coordinates were established by classical geodetic methods
 BM1068.and adjusted by the National Geodetic Survey in February 1996..
 BM1068
 BM1068.The orthometric height was scaled from a topographic map.
 BM1068
 BM1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1068
 BM1068.The geoid height was determined by GEOID03.
 BM1068
 BM1068;                    North         East     Units Scale Factor Converg.
 BM1068;SPC TX C     - 3,141,184.361 1,057,688.281   MT  0.99988376   +1 55 38.4
 BM1068;SPC TX C     -10,305,702.36  3,470,098.97   sFT  0.99988376   +1 55 38.4
 BM1068;UTM  14      - 3,419,451.944   730,247.262   MT  1.00025400   +1 14 13.1
 BM1068
 BM1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1068!SPC TX C     -   0.99998619  x   0.99988376  =   0.99986996
 BM1068!UTM  14      -   0.99998619  x   1.00025400  =   1.00024019
 BM1068
 BM1068:                Primary Azimuth Mark                     Grid Az
 BM1068:SPC TX C     -  HEARNE AZ MK                             024 51 01.5
 BM1068:UTM  14      -  HEARNE AZ MK                             025 32 26.8
 BM1068
 BM1068|---------------------------------------------------------------------|
 BM1068| PID    Reference Object                     Distance      Geod. Az  |
 BM1068|                                                           dddmmss.s |
 BM1068| CV7700 HEARNE AZ MK                                       0264639.9 |
 BM1068| CV7701 HEARNE RM 1                          26.996 METERS 05438     |
 BM1068| BM1047 HOUSTON WACO AIRWAY BEACON 15       APPROX. 6.0 KM 0892750.2 |
 BM1068| CV7702 HEARNE RM 2                          29.852 METERS 12225     |
 BM1068| BM1046 HEARNE SMALL MUNICIPAL TANK          20.014 METERS 14703     |
 BM1068| BM1049 HEARNE LARGE MUNICIPAL TANK         APPROX. 0.9 KM 2231219.6 |
 BM1068| BM1053 CALVERT UTILITIES CO STACK          APPROX.12.6 KM 3215755.5 |
 BM1068| BM1052 CALVERT STANDPIPE                   APPROX.12.7 KM 3221133.0 |
 BM1068| BM1054 CALVERT CENTRAL HOTEL CUPOLA        APPROX.12.8 KM 3221418.3 |
 BM1068|---------------------------------------------------------------------|
 BM1068
 BM1068                          SUPERSEDED SURVEY CONTROL
 BM1068
 BM1068  NAD 83(1986)-  30 53 09.57070(N)    096 35 28.93418(W) AD(       ) 1
 BM1068  NAD 27      -  30 53 08.88800(N)    096 35 28.04800(W) AD(       ) 1
 BM1068
 BM1068.Superseded values are not recommended for survey control.
 BM1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1068.See file dsdata.txt to determine how the superseded data were derived.
 BM1068
 BM1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV3024719452(NAD 83)
 BM1068_MARKER: DS = TRIANGULATION STATION DISK
 BM1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM1068+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 BM1068
 BM1068  HISTORY     - Date     Condition        Report By
 BM1068  HISTORY     - 1943     MONUMENTED       CGS
 BM1068  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1068  HISTORY     - 20060419 GOOD             JAC
 BM1068
 BM1068                          STATION DESCRIPTION
 BM1068
 BM1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1068'STATION IS LOCATED NEAR THE NE EDGE OF THE CITY OF HEARNE AT
 BM1068'THE SITE OF THE OLDER AND SMALLER ONE OF TWO MUNICIPAL WATER TANKS.
 BM1068'IT IS ABOUT 200 FEET N OF FIFTH STREET, 45 FEET S OF A HIGH BANK
 BM1068'THAT IS AT THE S SIDE OF A GRAVEL ROAD AND 25 FEET E OF A
 BM1068'TRIANGULAR-BLAZED 20-INCH TREE.  IT IS STAMPED HEARNE 1943 AND
 BM1068'PROJECTS 4 INCHES.
 BM1068'
 BM1068'SURFACE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BM1068'
 BM1068'UNDERGROUND AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 BM1068'IN OUTCROPPING BEDROCK.
 BM1068'
 BM1068'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND ABOUT 15 FEET
 BM1068'LOWER THAN THE STATION, 80 FEET S OF THE CENTER LINE OF A GRAVEL
 BM1068'ROAD AND 3 FEET W OF A 24-INCH TREE.  IT IS STAMPED HEARNE NO. 1
 BM1068'1943.
 BM1068'
 BM1068'REFERENCE MARK NO. 2 IS ESE OF THE STATION, 39 FEET E OF THE SE
 BM1068'LEG OF THE TANK AND 2 FEET N OF AN 18-INCH TREE.  IT IS STAMPED
 BM1068'HEARNE NO. 2 1943.
 BM1068'
 BM1068'THE AZIMUTH MARK IS NE OF THE STATION, 175 FEET W OF A SMALL
 BM1068'UNPAINTED HOUSE AND 20 FEET S OF THE CENTER LINE OF A GRAVEL ROAD.
 BM1068'IT IS STAMPED HEARNE 1943 AND PROJECTS 6 INCHES.
 BM1068'
 BM1068'THE SMALLER ONE OF TWO MUNICIPAL WATER TANKS IS LOCATED BY
 BM1068'DISTANCE AND DIRECTION.  IT IS SE OF THE STATION AND ABOUT 150
 BM1068'FEET N OF FIFTH STREET.  THE TANK IS ABOUT 40 FEET HIGH,
 BM1068'SUPPORTED ON FOUR STEEL LEGS AND HAS AN IRON BALL AT ITS APEX.
 BM1068'
 BM1068'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON FIFTH STREET
 BM1068'FOR 0.05 MILE TO A ROAD ON THE RIGHT.  THEN RIGHT FOR 0.2 MILE TO
 BM1068'A T-INTERSECTION.  THEN RIGHT (E) FOR 0.4 MILE TO THE MARK ON THE
 BM1068'RIGHT.
 BM1068'
 BM1068'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BM1068
 BM1068                          STATION RECOVERY (1994)
 BM1068
 BM1068'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1068'MARK NOT FOUND.
 BM1068
 BM1068                          STATION RECOVERY (2006)
 BM1068
 BM1068'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 BM1068'LARGE OAK ON NW SIDE OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1048 ***********************************************************************
 BM1048  DESIGNATION -  HEARNE INTERNMENT CAMP TANK
 BM1048  PID         -  BM1048
 BM1048  STATE/COUNTY-  TX/ROBERTSON
 BM1048  USGS QUAD   -  HEARNE NORTH (1989)
 BM1048
 BM1048                         *CURRENT SURVEY CONTROL
 BM1048  ___________________________________________________________________
 BM1048* NAD 83(1993)-  30 53 09.24036(N)    096 37 09.31721(W)     ADJUSTED  
 BM1048* NAVD 88     -                                                        
 BM1048  ___________________________________________________________________
 BM1048  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BM1048  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM1048
 BM1048  HORZ ORDER  -  THIRD
 BM1048
 BM1048.The horizontal coordinates were established by classical geodetic methods
 BM1048.and adjusted by the National Geodetic Survey in February 1996..
 BM1048
 BM1048
 BM1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1048
 BM1048.The geoid height was determined by GEOID03.
 BM1048
 BM1048;                    North         East     Units Scale Factor Converg.
 BM1048;SPC TX C     - 3,141,085.264 1,055,024.724   MT  0.99988376   +1 54 46.7
 BM1048;SPC TX C     -10,305,377.24  3,461,360.28   sFT  0.99988376   +1 54 46.7
 BM1048;UTM  14      - 3,419,384.921   727,581.738   MT  1.00023894   +1 13 21.5
 BM1048
 BM1048                          SUPERSEDED SURVEY CONTROL
 BM1048
 BM1048  NAD 83(1986)-  30 53 09.25229(N)    096 37 09.29739(W) AD(       ) 4
 BM1048  NAD 27      -  30 53 08.57300(N)    096 37 08.40500(W) AD(       ) 3
 BM1048
 BM1048.Superseded values are not recommended for survey control.
 BM1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1048.See file dsdata.txt to determine how the superseded data were derived.
 BM1048
 BM1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV2758219385(NAD 83)
 BM1048_MARKER: 53 = ELEVATED TANK
 BM1048
 BM1048  HISTORY     - Date     Condition        Report By
 BM1048  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM1048  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1048
 BM1048                          STATION DESCRIPTION
 BM1048
 BM1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1048'THIS INTERSECTION STATION IS THE WATER TANK LOCATED AT THE
 BM1048'HEARNE INTERNMENT CAMP WHICH IS 2 MILES NW OF THE TOWN OF HEARNE.
 BM1048'IT IS 0.1 MILE SE OF U.S. HIGHWAY 190, ON THE N SIDE OF FENCE
 BM1048'AROUND CAMP AND 15 FEET SE OF SECOND STREET IN THE CAMP.
 BM1048'A FOUR-LEGGED STEEL STRUCTURE, PAINTED ORANGE AND BLACK ABOUT 100
 BM1048'FEET HIGH.  POINT OBSERVED ON WAS THE FINIAL ON APEX OF ROOF.
 BM1048
 BM1048                          STATION RECOVERY (1994)
 BM1048
 BM1048'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1049 ***********************************************************************
 BM1049  DESIGNATION -  HEARNE LARGE MUNICIPAL TANK
 BM1049  PID         -  BM1049
 BM1049  STATE/COUNTY-  TX/ROBERTSON
 BM1049  USGS QUAD   -  HEARNE NORTH (1989)
 BM1049
 BM1049                         *CURRENT SURVEY CONTROL
 BM1049  ___________________________________________________________________
 BM1049* NAD 83(1993)-  30 52 48.66029(N)    096 35 51.71108(W)     ADJUSTED  
 BM1049* NAVD 88     -                                                        
 BM1049  ___________________________________________________________________
 BM1049  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BM1049  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM1049
 BM1049  HORZ ORDER  -  THIRD
 BM1049
 BM1049.The horizontal coordinates were established by classical geodetic methods
 BM1049.and adjusted by the National Geodetic Survey in February 1996..
 BM1049
 BM1049
 BM1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1049
 BM1049.The geoid height was determined by GEOID03.
 BM1049
 BM1049;                    North         East     Units Scale Factor Converg.
 BM1049;SPC TX C     - 3,140,520.899 1,057,105.864   MT  0.99988397   +1 55 26.7
 BM1049;SPC TX C     -10,303,525.65  3,468,188.16   sFT  0.99988397   +1 55 26.7
 BM1049;UTM  14      - 3,418,795.307   729,656.675   MT  1.00025065   +1 14 00.6
 BM1049
 BM1049                          SUPERSEDED SURVEY CONTROL
 BM1049
 BM1049  NAD 83(1986)-  30 52 48.67242(N)    096 35 51.69109(W) AD(       ) 4
 BM1049  NAD 27      -  30 52 47.99000(N)    096 35 50.80300(W) AD(       ) 3
 BM1049
 BM1049.Superseded values are not recommended for survey control.
 BM1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1049.See file dsdata.txt to determine how the superseded data were derived.
 BM1049
 BM1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV2965718795(NAD 83)
 BM1049_MARKER: 53 = ELEVATED TANK
 BM1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM1049+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2003
 BM1049
 BM1049  HISTORY     - Date     Condition        Report By
 BM1049  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM1049  HISTORY     - 19940820 GOOD             USPSQD
 BM1049  HISTORY     - 20030720 GOOD             USPSQD
 BM1049
 BM1049                          STATION DESCRIPTION
 BM1049
 BM1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1049'THIS INTERSECTION STATION IS THE CITY WATER TANK OF THE CITY
 BM1049'OF HEARNE, LOCATED IN THE WESTERLY PART OF THE CITY, JUST N OF
 BM1049'THIRD STREET, W OF CEDAR STREET, AND ABOUT 125 FEET W OF THE
 BM1049'CITY HALL.  THE TANK IS ABOUT 125 FEET HIGH, PAINTED BLACK
 BM1049'WITH HEARNE IN WHITE LETTERS ON THE SIDE.  THE TANK IS SUPPORTED
 BM1049'BY 6 STEEL LEGS AND HAS A BALL ON TOP WHICH WAS THE POINT
 BM1049'OBSERVED UPON.
 BM1049
 BM1049                          STATION RECOVERY (1994)
 BM1049
 BM1049'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1049'RECOVERED IN GOOD CONDITION.
 BM1049
 BM1049                          STATION RECOVERY (2003)
 BM1049
 BM1049'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 BM1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1046 ***********************************************************************
 BM1046  DESIGNATION -  HEARNE SMALL MUNICIPAL TANK
 BM1046  PID         -  BM1046
 BM1046  STATE/COUNTY-  TX/ROBERTSON
 BM1046  USGS QUAD   -  HEARNE NORTH (1989)
 BM1046
 BM1046                         *CURRENT SURVEY CONTROL
 BM1046  ___________________________________________________________________
 BM1046* NAD 83(1993)-  30 53 09.01313(N)    096 35 28.54426(W)     ADJUSTED  
 BM1046* NAVD 88     -                                                        
 BM1046  ___________________________________________________________________
 BM1046  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BM1046  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM1046
 BM1046  HORZ ORDER  -  THIRD
 BM1046
 BM1046.The horizontal coordinates were established by classical geodetic methods
 BM1046.and adjusted by the National Geodetic Survey in February 1996..
 BM1046
 BM1046
 BM1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1046
 BM1046.The geoid height was determined by GEOID03.
 BM1046
 BM1046;                    North         East     Units Scale Factor Converg.
 BM1046;SPC TX C     - 3,141,167.945 1,057,699.725   MT  0.99988377   +1 55 38.6
 BM1046;SPC TX C     -10,305,648.50  3,470,136.51   sFT  0.99988377   +1 55 38.6
 BM1046;UTM  14      - 3,419,435.385   730,258.512   MT  1.00025406   +1 14 13.3
 BM1046
 BM1046                          SUPERSEDED SURVEY CONTROL
 BM1046
 BM1046  NAD 83(1986)-  30 53 09.02560(N)    096 35 28.52388(W) AD(       ) 4
 BM1046  NAD 27      -  30 53 08.34200(N)    096 35 27.63800(W) AD(       ) 3
 BM1046
 BM1046.Superseded values are not recommended for survey control.
 BM1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1046.See file dsdata.txt to determine how the superseded data were derived.
 BM1046
 BM1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV3025919435(NAD 83)
 BM1046_MARKER: 53 = ELEVATED TANK
 BM1046
 BM1046  HISTORY     - Date     Condition        Report By
 BM1046  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM1046  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1046
 BM1046                          STATION DESCRIPTION
 BM1046
 BM1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1046'THIS TRAVERSE STATION IS A SMALL BLACK WATER TANK, LOCATED IN
 BM1046'THE EASTERLY PART OF THE CITY OF HEARNE, ON TOP OF A SMALL
 BM1046'HILL ABOUT 150 FEET N OF FIFTH STREET.  THE TANK IS ABOUT
 BM1046'40 FEET HIGH, SUPPORTED ON FOUR STEEL LEGS AND HAS A IRON
 BM1046'BALL ON TOP.  THE TANK WAS LOCATED BY DISTANCE AND DIRECTION.
 BM1046
 BM1046                          STATION RECOVERY (1994)
 BM1046
 BM1046'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0416 ***********************************************************************
 BA0416  DESIGNATION -  HEART
 BA0416  PID         -  BA0416
 BA0416  STATE/COUNTY-  TX/BREWSTER
 BA0416  USGS QUAD   -  HEART MOUNTAIN (1983)
 BA0416
 BA0416                         *CURRENT SURVEY CONTROL
 BA0416  ___________________________________________________________________
 BA0416* NAD 83(1993)-  29 54 03.90995(N)    103 11 37.45854(W)     ADJUSTED  
 BA0416* NAVD 88     -      1447.     (meters)    4747.     (feet)  SCALED    
 BA0416  ___________________________________________________________________
 BA0416  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 BA0416  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BA0416
 BA0416  HORZ ORDER  -  SECOND
 BA0416
 BA0416.The horizontal coordinates were established by classical geodetic methods
 BA0416.and adjusted by the National Geodetic Survey in February 1996..
 BA0416
 BA0416.The orthometric height was scaled from a topographic map.
 BA0416
 BA0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0416
 BA0416.The geoid height was determined by GEOID03.
 BA0416
 BA0416;                    North         East     Units Scale Factor Converg.
 BA0416;SPC TXSC     - 4,236,425.839   195,083.561   MT  0.99991192   -2 03 16.4
 BA0416;SPC TXSC     -13,899,007.11    640,036.65   sFT  0.99991192   -2 03 16.4
 BA0416;UTM  13      - 3,309,195.623   674,396.887   MT  0.99997526   +0 54 02.4
 BA0416
 BA0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0416!SPC TXSC     -   0.99977613  x   0.99991192  =   0.99968807
 BA0416!UTM  13      -   0.99977613  x   0.99997526  =   0.99975139
 BA0416
 BA0416|---------------------------------------------------------------------|
 BA0416| PID    Reference Object                     Distance      Geod. Az  |
 BA0416|                                                           dddmmss.s |
 BA0416| CH9541 HEART RM 1                            4.210 METERS 02235     |
 BA0416| CH9540 HEART AZ MK                                        2373247.3 |
 BA0416| CH9542 HEART RM 2                            4.728 METERS 25612     |
 BA0416|---------------------------------------------------------------------|
 BA0416
 BA0416                          SUPERSEDED SURVEY CONTROL
 BA0416
 BA0416  NAD 83(1986)-  29 54 03.89781(N)    103 11 37.46582(W) AD(       ) 2
 BA0416  NAD 27      -  29 54 03.23100(N)    103 11 35.83300(W) AD(       ) 2
 BA0416
 BA0416.Superseded values are not recommended for survey control.
 BA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0416.See file dsdata.txt to determine how the superseded data were derived.
 BA0416
 BA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP7439709196(NAD 83)
 BA0416_MARKER: DD = SURVEY DISK
 BA0416_SETTING: 66 = SET IN ROCK OUTCROP
 BA0416
 BA0416  HISTORY     - Date     Condition        Report By
 BA0416  HISTORY     - 1943     MONUMENTED       CGS
 BA0416  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0416
 BA0416                          STATION DESCRIPTION
 BA0416
 BA0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0416'THE STATION IS LOCATED ABOUT 21-1/2 MILES, AIR LINE, S OF
 BA0416'MARATHON, 4 MILES E OF STATE HIGHWAY 227, 2-1/2 MILES NE OF THE
 BA0416'J.J. SMITH RANCH.  ON THE EASTERN ONE OF TWO HIGH PROMINENT
 BA0416'PEAKS KNOWN AS HEART MOUNTAIN.  THIS IS THE HIGHEST POINT
 BA0416'ON THE MOUNTAIN AND THE MOST PROMINENT MOUNTAIN IN THE VICINITY.
 BA0416'THE MOUNTAIN IS CONSPICUOUS BY THE HEART-SHAPED RED ROCK
 BA0416'SLIDE ON THE SOUTHWESTERN SLOPE.
 BA0416'
 BA0416'THE STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BA0416'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4 INCHES ABOVE
 BA0416'THE SURFACE OF THE GROUND.  STAMPED HEART 1943.
 BA0416'
 BA0416'NO UNDERGROUND MARK WAS ESTABLISHED.
 BA0416'
 BA0416'REFERENCE MARK NO. 1 IS A BRONZE DISK CEMENTED IN A DRILL
 BA0416'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 INCHES
 BA0416'ABOVE THE SURFACE OF THE GROUND AND IS APPROXIMATELY THE
 BA0416'SAME HEIGHT AS THE STATION MARK.  STAMPED HEART NO. 1 1943.
 BA0416'
 BA0416'REFERENCE MARK NO. 2 IS A BRONZE DISK CEMENTED IN A DRILL
 BA0416'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE
 BA0416'SURFACE OF THE GROUND AND IS APPROXIMATELY THE SAME HEIGHT
 BA0416'AS THE STATION MARK.  STAMPED HEART NO. 2 1943.
 BA0416'
 BA0416'THE AZIMUTH MARK IS 100 YARDS W OF THE J.J. SMITH RANCH
 BA0416'HOUSE AND ABOUT 60 FEET N OF THE ROAD LEADING INTO THE RANCH
 BA0416'YARD.  IT IS A BRONZE DISK SET IN A DRILL HOLE IN OUTCROPPING
 BA0416'BEDROCK.
 BA0416'
 BA0416'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD DEPOT IN MARATHON,
 BA0416'GO S ON HIGHWAY 227 FOR 23.8 MILES TO A BOARD GATE AND A
 BA0416'ROAD LEADING TO THE LEFT, EASTERLY.  TURN LEFT THROUGH THE
 BA0416'GATE AND GO 2.2 MILES TO THE J.J. SMITH RANCH.  CONTINUE THROUGH
 BA0416'THE RANCH YARD TO A WIRE GATE AT SE SIDE OF A BARN.  PASS
 BA0416'THROUGH THE GATE AND FOLLOW SHEEP TRAILS NORTHERLY ACROSS
 BA0416'COUNTRY 0.75 MILE TO A WASH AND THE END OF TRUCK TRAVEL.
 BA0416'FROM HERE PACK NE ABOUT 1/4 MILE TO THE MOUTH OF A WASH WHICH
 BA0416'HEADS TO THE SE.  FOLLOW THIS WASH ABOUT 1/4 MILE TO A GATE
 BA0416'IN A FENCE LINE.  PASS THROUGH THE GATE AND CONTINUE
 BA0416'EASTWARD UP A STEEP SLOPE TO A SADDLE.  BEAR BACK NORTHERLY
 BA0416'ALONG THE WESTERN EDGE OF A RIM ROCK RIDGE TO THE FOOT
 BA0416'OF THE MAIN MOUNTAIN AT A FENCE LINE.  CROSS THE FENCE AND
 BA0416'GO NORTHERLY UP THE S SLOPE OF THE MOUNTAIN TO THE HIGHEST
 BA0416'POINT AND STATION.  A 2 1/2-HOUR PACK.
 BA0416
 BA0416                          STATION RECOVERY (2001)
 BA0416
 BA0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0416'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1736 ***********************************************************************
 FL1736  DESIGNATION -  HEASTON
 FL1736  PID         -  FL1736
 FL1736  STATE/COUNTY-  TX/CARSON
 FL1736  USGS QUAD   -  PANHANDLE EAST (1966)
 FL1736
 FL1736                         *CURRENT SURVEY CONTROL
 FL1736  ___________________________________________________________________
 FL1736* NAD 83(1993)-  35 19 36.05027(N)    101 15 58.70833(W)     ADJUSTED  
 FL1736* NAVD 88     -      1033.     (meters)    3389.     (feet)  SCALED    
 FL1736  ___________________________________________________________________
 FL1736  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FL1736  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1736
 FL1736  HORZ ORDER  -  FIRST
 FL1736
 FL1736.The horizontal coordinates were established by classical geodetic methods
 FL1736.and adjusted by the National Geodetic Survey in February 1996..
 FL1736
 FL1736.The orthometric height was scaled from a topographic map.
 FL1736
 FL1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1736
 FL1736.The geoid height was determined by GEOID03.
 FL1736
 FL1736;                    North         East     Units Scale Factor Converg.
 FL1736;SPC TX N     - 1,147,202.477   221,246.307   MT  0.99991214   +0 08 07.6
 FL1736;SPC TX N     - 3,763,780.13    725,872.26   sFT  0.99991214   +0 08 07.6
 FL1736;UTM  14      - 3,911,628.179   294,002.991   MT  1.00012298   -1 18 39.3
 FL1736
 FL1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1736!SPC TX N     -   0.99984196  x   0.99991214  =   0.99975411
 FL1736!UTM  14      -   0.99984196  x   1.00012298  =   0.99996492
 FL1736
 FL1736|---------------------------------------------------------------------|
 FL1736| PID    Reference Object                     Distance      Geod. Az  |
 FL1736|                                                           dddmmss.s |
 FL1736| CJ7433 HEASTON RM 1                         26.916 METERS 00844     |
 FL1736| FL1703 WHITE DEER SAC HEART CATH CH        APPROX.14.9 KM 0330208.9 |
 FL1736| FL1705 WHITE DEER FARMERS CO ELEV          APPROX.14.5 KM 0342213.9 |
 FL1736| FL1707 WHITE DEER BARNETT GRAIN ELEV       APPROX.15.0 KM 0352208.0 |
 FL1736| FL1704 WHITE DEER MUNICIPAL TANK           APPROX.13.7 KM 0360931.5 |
 FL1736| CJ7434 HEASTON RM 2                         43.343 METERS 08418     |
 FL1736| CJ7432 HEASTON AZ MK RESET                                2691751.6 |
 FL1736| CJ7431 HEASTON AZ MK                                      2700612.1 |
 FL1736| CJ7435 HEASTON RM 3                         28.917 METERS 34737     |
 FL1736|---------------------------------------------------------------------|
 FL1736
 FL1736                          SUPERSEDED SURVEY CONTROL
 FL1736
 FL1736  NAD 83(1993)-  35 19 36.05358(N)    101 15 58.70548(W) AD(       ) 1
 FL1736  NAD 83(1986)-  35 19 36.05672(N)    101 15 58.69897(W) AD(       ) 1
 FL1736  NAD 27      -  35 19 35.88400(N)    101 15 57.11500(W) AD(       ) 1
 FL1736
 FL1736.Superseded values are not recommended for survey control.
 FL1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1736.See file dsdata.txt to determine how the superseded data were derived.
 FL1736
 FL1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE9400311628(NAD 83)
 FL1736_MARKER: DS = TRIANGULATION STATION DISK
 FL1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1736
 FL1736  HISTORY     - Date     Condition        Report By
 FL1736  HISTORY     - 1951     MONUMENTED       CGS
 FL1736  HISTORY     - 1951     GOOD             CGS
 FL1736  HISTORY     - 1956     GOOD             CGS
 FL1736
 FL1736                          STATION DESCRIPTION
 FL1736
 FL1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1736'STATION IS LOCATED, AIRLINE, ABOUT 9 MILES SOUTHWEST OF WHITE
 FL1736'DEER, 6-1/2 MILES EAST SOUTHEAST OF PANHANDLE AND 180 FEET
 FL1736'NORTHWEST OF MR. HEASTONS HOUSE, WHO OWNS THE PROPERTY.
 FL1736'
 FL1736'STATION MARK, STAMPED HEASTON 1951, IS A STANDARD DISK SET
 FL1736'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1736'3 INCHES.  IT IS 60 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 FL1736'21 FEET SOUTH OF A FENCE CORNER AND 16 INCHES WEST OF A FENCE
 FL1736'LINE.
 FL1736'
 FL1736'REFERENCE MARK NUMBER 1, STAMPED HEASTON NO 1 1951, IS A
 FL1736'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FL1736'POST THAT PROJECTS 2 INCHES AND IS THE SAME ELEVATION AS THE
 FL1736'STATION.  IT IS 18 INCHES SOUTH OF A FENCE LINE.
 FL1736'
 FL1736'REFERENCE MARK NUMBER 2, STAMPED HEASTON NO 2 1951, IS A
 FL1736'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FL1736'POST THAT PROJECTS 6 INCHES AND IS THE SAME ELEVATION AS
 FL1736'THE STATION.  IT IS 48 FEET SOUTH OF THE CENTERLINE OF THE
 FL1736'ROAD, 10 FEET SOUTH OF THE YARD FENCE CORNER AND 18 INCHES
 FL1736'WEST OF THE YARD FENCE.
 FL1736'
 FL1736'AZIMUTH MARK, STAMPED HEASTON 1951, IS A STANDARD DISK SET IN
 FL1736'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 FL1736'THE GROUND.  TO REACH FROM THE STATION, GO WEST ON THE GRADED
 FL1736'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  IT IS 30
 FL1736'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27 FEET EAST NORTHEAST
 FL1736'OF A FENCE CORNER AND A GATE AND 9 FEET NORTH OF THE FENCE
 FL1736'LINE.
 FL1736'
 FL1736'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FL1736
 FL1736                          STATION RECOVERY (1951)
 FL1736
 FL1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1736'STATION MARK AND REFERENCE MARK NO. 2 RECOVERED IN GOOD
 FL1736'CONDITION.
 FL1736'
 FL1736'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE DESTROYED WHEN
 FL1736'THE ROAD WAS WIDENED.  A NEW AZIMUTH MARK AND REFERENCE MARK
 FL1736'NO. 3 WERE ESTABLISHED.
 FL1736'
 FL1736'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED HEASTON NO
 FL1736'3 1951, AND SET IN A SQUARE CONCRETE POST THAT PROJECTS 2
 FL1736'INCHES.  IT IS ON THE SOUTH SIDE OF AN EAST-WEST FENCE AND
 FL1736'37 FEET NORTH OF THE CENTER LINE OF THE ROAD.  THE MARK IS
 FL1736'APPROXIMATELY 145 FEET NORTH OF THE NORTHWEST CORNER OF A
 FL1736'GARAGE.
 FL1736'
 FL1736'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HEASTON RESET
 FL1736'1951, AND SET IN A SQUARE CONCRETE POST THAT PROJECTS 2
 FL1736'INCHES.  IT IS 57 FEET SOUTH OF STATE ROAD 293, 12 FEET
 FL1736'EAST OF A NORTH-SOUTH ROAD WHICH IS USED FOR A DRIVEWAY,
 FL1736'10 FEET SOUTH OF A CORNER GATE, AND IN A NORTH-SOUTH FENCE
 FL1736'LINE.  THE MARK IS 2 FEET NORTH OF A WITNESS POST.
 FL1736
 FL1736                          STATION RECOVERY (1956)
 FL1736
 FL1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1736'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 FL1736'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 FL1736'MARK HAVE BEEN DESTROYED.  NO ATTEMPT WAS MADE TO RECOVER
 FL1736'REFERENCE MARK NO. 3 OR THE AZIMUTH MARK.  TO REACH THE STATION
 FL1736'FROM THE INTERSECTION OF U.S. 60 AND F.M. 293 IN PANHANDLE, GO
 FL1736'EASTERLY FOR 6.9 MILES TO STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2605 ***********************************************************************
 CS2605  DESIGNATION -  HEATH
 CS2605  PID         -  CS2605
 CS2605  STATE/COUNTY-  TX/ROCKWALL
 CS2605  USGS QUAD   -  FORNEY NORTH (1973)
 CS2605
 CS2605                         *CURRENT SURVEY CONTROL
 CS2605  ___________________________________________________________________
 CS2605* NAD 83(1993)-  32 50 30.12510(N)    096 28 08.38008(W)     ADJUSTED  
 CS2605* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 CS2605  ___________________________________________________________________
 CS2605  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 CS2605  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS2605
 CS2605  HORZ ORDER  -  FIRST
 CS2605
 CS2605.The horizontal coordinates were established by classical geodetic methods
 CS2605.and adjusted by the National Geodetic Survey in February 1996..
 CS2605
 CS2605.The orthometric height was scaled from a topographic map.
 CS2605
 CS2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2605
 CS2605.The geoid height was determined by GEOID03.
 CS2605
 CS2605;                    North         East     Units Scale Factor Converg.
 CS2605;SPC TXNC     - 2,132,137.019   790,107.417   MT  0.99987930   +1 06 27.7
 CS2605;SPC TXNC     - 6,995,186.20  2,592,210.75   sFT  0.99987930   +1 06 27.7
 CS2605;UTM  14      - 3,636,576.831   736,889.271   MT  1.00029199   +1 22 23.7
 CS2605
 CS2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2605!SPC TXNC     -   0.99997889  x   0.99987930  =   0.99985819
 CS2605!UTM  14      -   0.99997889  x   1.00029199  =   1.00027087
 CS2605
 CS2605|---------------------------------------------------------------------|
 CS2605| PID    Reference Object                     Distance      Geod. Az  |
 CS2605|                                                           dddmmss.s |
 CS2605| CY2090 HEATH RM 1                           24.630 METERS 05220     |
 CS2605| CX9782 U 926 RESET                                        1074124.9 |
 CS2605| CS2597 FORNEY MUNICIPAL TANK               APPROX.10.2 KM 1795232.7 |
 CS2605| CY2091 HEATH RM 2                           65.096 METERS 35325     |
 CS2605| CS2608 HEATH 2                               9.925 METERS 35953     |
 CS2605|---------------------------------------------------------------------|
 CS2605
 CS2605                          SUPERSEDED SURVEY CONTROL
 CS2605
 CS2605  NAD 83(1993)-  32 50 30.13142(N)    096 28 08.36877(W) AD(       ) 1
 CS2605  NAD 83(1986)-  32 50 30.13226(N)    096 28 08.36399(W) AD(       ) 1
 CS2605  NAD 27      -  32 50 29.67600(N)    096 28 07.41400(W) AD(       ) 1
 CS2605
 CS2605.Superseded values are not recommended for survey control.
 CS2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2605.See file dsdata.txt to determine how the superseded data were derived.
 CS2605
 CS2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3688936577(NAD 83)
 CS2605_MARKER: DS = TRIANGULATION STATION DISK
 CS2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2605
 CS2605  HISTORY     - Date     Condition        Report By
 CS2605  HISTORY     - 1949     MONUMENTED       CGS
 CS2605  HISTORY     - 1967     SEE DESCRIPTION  CGS
 CS2605
 CS2605                          STATION DESCRIPTION
 CS2605
 CS2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2605'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH OF THE VILLAGE
 CS2605'OF HEATH, AND ABOUT 7 MILES NORTH OF FORNEY.  IT IS ABOUT
 CS2605'80 YARDS SOUTHEAST OF A FARM HOUSE, 27 FEET WEST OF THE
 CS2605'CENTERLINE OF A DIRT ROAD, AND IS JUST NORTH OF A FARM DRIVEWAY.
 CS2605'THE DISK IS STAMPED HEATH 1949 AND IS SET 2 INCHES BELOW THE
 CS2605'SURFACE OF THE GROUND.
 CS2605'
 CS2605'REFERENCE MARK NO. 1 IS 17 FEET WEST OF THE CENTERLINE OF
 CS2605'THE ROAD.  THE DISK IS STAMPED HEATH NO. 1 1949 AND PROJECTS
 CS2605'6 INCHES.
 CS2605'
 CS2605'REFERENCE MARK NO. 2 IS 44 FEET SOUTH OF THE SOUTHEAST CORNER
 CS2605'OF THE FARM HOUSE, AND 3 FEET SOUTH OF 2 SMALL POPLAR TREES.
 CS2605'THE DISK IS STAMPED HEATH NO. 2 1949 AND PROJECTS 8 INCHES.
 CS2605'NOTE 11A.
 CS2605'
 CS2605'THE AZIMUTH MARK IS 54 FEET NORTH OF THE CENTERLINE OF A
 CS2605'SURFACED ROAD, AND 2.5 FEET SOUTH OF A WITNESS POST.  IT IS
 CS2605'A USC AND GS BENCH MARK DISK, SET IN THE TOP OF A 5 INCH
 CS2605'CONCRETE POST.  THE DISK IS STAMPED U-296 RESET 1947 AND
 CS2605'PROJECTS 6 INCHES.
 CS2605'
 CS2605'TO REACH THE STATION FROM THE MAIN STREET INTERSECTION IN
 CS2605'HEATH, GO NORTH ON THE CONCRETE ROAD FOR 0.4 MILE TO A CROSS
 CS2605'ROAD.  CONTINUE STRAIGHT AHEAD ON A DIRT ROAD FOR 0.05 MILE
 CS2605'TO THE STATION ON THE LEFT AS DESCRIBED.
 CS2605'
 CS2605'TO REACH THE AZIMUTH MARK FROM THE CROSS ROAD, GO EAST ON
 CS2605'THE SURFACED ROAD FOR 0.65 MILE TO THE MARK ON THE LEFT.
 CS2605'
 CS2605'A 100 FOOT SIGNAL AT BUFFALO IS VISIBLE FROM THE GROUND.
 CS2605'
 CS2605'A 74 FOOT SIGNAL AT FORNEY 1947 IS VISIBLE FROM THE GROUND.
 CS2605'
 CS2605'A 74 FOOT SIGNAL AT LONG 1947 IS VISIBLE FROM THE GROUND.
 CS2605'
 CS2605'AN 87 FOOT SIGNAL AT TPEE 1947 IS VISIBLE FROM THE GROUND.
 CS2605'
 CS2605'A 100 FOOT SIGNAL AT GARLAND N.E.BASE 1947 IS VISIBLE FROM
 CS2605'THE GROUND.
 CS2605'
 CS2605'A 100 FOOT SIGNAL AT ROCKWALL IS VISIBLE AT 20 FEET.
 CS2605'
 CS2605'A 74 FOOT SIGNAL AT BRUSHY IS VISIBLE FROM THE GROUND.
 CS2605'
 CS2605'A 47 FOOT SIGNAL AT CHISHOLM IS VISIBLE AT 37 FEET.
 CS2605'
 CS2605'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 CS2605
 CS2605                          STATION RECOVERY (1967)
 CS2605
 CS2605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS2605'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 CS2605'IN GOOD CONDITION, REFERENCE MARK NO. 1 AND THE AZIMUTH
 CS2605'MARK (BENCH MARK U 929 RESET 1947) WERE FOUND TO BE DESTROYED.
 CS2605'DUE TO ROAD IMPROVEMENTS THE SURFACE STATION MARK AND PROBABLY
 CS2605'THE SUB-MARK WILL BE DESTROYED WHEN ROAD CONSTRUCTION BEGINS
 CS2605'AS THE MARKS SET WHERE THE BOTTOM OF THE BARROW DITCH WILL
 CS2605'BE ALONG THE NEW ROAD.  A NEW TRIANGULATION STATION HEATH
 CS2605'2 1967 WAS ESTABLISHED AND ITS POSITION DETERMINED BY
 CS2605'TRAVERSE, DISTANCE BEING 9.925 METERS (32.56 FEET) NORTH FROM
 CS2605'TRIANGULATION STATION HEATH.
 CS2605'
 CS2605'REFERENCE MARK NO. 2 WAS NOT DISTURBED.  IT WILL SERVE AS
 CS2605'A REFERENCE MARK FOR TRIANGULATION STATION HEATH 2.
 CS2605'
 CS2605'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE NORTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0856 ***********************************************************************
 EN0856  DESIGNATION -  HEATH
 EN0856  PID         -  EN0856
 EN0856  STATE/COUNTY-  TX/HALE
 EN0856  USGS QUAD   -  PLAINVIEW (1965)
 EN0856
 EN0856                         *CURRENT SURVEY CONTROL
 EN0856  ___________________________________________________________________
 EN0856* NAD 83(1993)-  34 14 05.40432(N)    101 40 48.85498(W)     ADJUSTED  
 EN0856* NAVD 88     -      1029.4    (meters)    3377.     (feet)  VERTCON   
 EN0856  ___________________________________________________________________
 EN0856  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 EN0856  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 EN0856
 EN0856  HORZ ORDER  -  FIRST
 EN0856
 EN0856.The horizontal coordinates were established by classical geodetic methods
 EN0856.and adjusted by the National Geodetic Survey in February 1996..
 EN0856
 EN0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0856
 EN0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0856
 EN0856.The geoid height was determined by GEOID03.
 EN0856
 EN0856;                    North         East     Units Scale Factor Converg.
 EN0856;SPC TXNC     - 2,289,241.950   307,025.011   MT  1.00008584   -1 44 04.1
 EN0856;SPC TXNC     - 7,510,621.30  1,007,297.89   sFT  1.00008584   -1 44 04.1
 EN0856;SPC TX N     - 1,026,068.385   183,392.741   MT  1.00012208   -0 06 16.0
 EN0856;SPC TX N     - 3,366,359.36    601,681.02   sFT  1.00012208   -0 06 16.0
 EN0856;UTM  14      - 3,791,444.267   253,135.766   MT  1.00035128   -1 30 31.1
 EN0856
 EN0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0856!SPC TXNC     -   0.99984256  x   1.00008584  =   0.99992839
 EN0856!SPC TX N     -   0.99984256  x   1.00012208  =   0.99996462
 EN0856!UTM  14      -   0.99984256  x   1.00035128  =   1.00019379
 EN0856
 EN0856|---------------------------------------------------------------------|
 EN0856| PID    Reference Object                     Distance      Geod. Az  |
 EN0856|                                                           dddmmss.s |
 EN0856| CJ7437 HEATH RM 1 AZIMUTH                                 07842     |
 EN0856| CJ7436 HEATH AZ MK RESET                                  0901007.6 |
 EN0856| CJ7439 HEATH RM 3                           42.117 METERS 12853     |
 EN0856| EN0858 PLAINVIEW COOP COMPRESS TANK        APPROX. 6.3 KM 1481001.1 |
 EN0856| CJ7438 HEATH RM 2                           28.307 METERS 19118     |
 EN0856| EN0857 PLAINVIEW MUNICIPAL TANK            APPROX. 5.7 KM 1994113.4 |
 EN0856| EN0861 PLAINVIEW NORTH MUNICIPAL TANK      APPROX. 4.9 KM 2083716.2 |
 EN0856| EN0872 HALE CENTER MUNICIPAL TANK          APPROX.24.2 KM 2185223.2 |
 EN0856| EN0865 PLAINVIEW WEST MUNICIPAL TANK       APPROX. 6.4 KM 2224153.4 |
 EN0856| CJ7440 HEATH RM 4                           92.723 METERS 25207     |
 EN0856| EN0862 PLAINVIEW PRODUCERS CO ELEV         APPROX. 2.4 KM 2784147.3 |
 EN0856|---------------------------------------------------------------------|
 EN0856
 EN0856                          SUPERSEDED SURVEY CONTROL
 EN0856
 EN0856  NAD 83(1993)-  34 14 05.40841(N)    101 40 48.85023(W) AD(       ) 1
 EN0856  NAD 83(1986)-  34 14 05.41047(N)    101 40 48.84935(W) AD(       ) 1
 EN0856  NAD 27      -  34 14 05.15900(N)    101 40 47.21300(W) AD(       ) 1
 EN0856  NGVD 29 (07/28/98) 1029.0    (m)         3376.     (f) VERT ANG       
 EN0856
 EN0856.Superseded values are not recommended for survey control.
 EN0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0856.See file dsdata.txt to determine how the superseded data were derived.
 EN0856
 EN0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5313691444(NAD 83)
 EN0856_MARKER: DS = TRIANGULATION STATION DISK
 EN0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0856
 EN0856  HISTORY     - Date     Condition        Report By
 EN0856  HISTORY     - 1932     MONUMENTED       CGS
 EN0856  HISTORY     - 1945     POOR             LOCENG
 EN0856  HISTORY     - 1949     SEE DESCRIPTION  CGS
 EN0856  HISTORY     - 1952     GOOD             CGS
 EN0856  HISTORY     - 1957     GOOD             CGS
 EN0856  HISTORY     - 1958     SEE DESCRIPTION  CGS
 EN0856  HISTORY     - 1963     MARK NOT FOUND   CGS
 EN0856  HISTORY     - 1964     GOOD             CGS
 EN0856  HISTORY     - 1965     GOOD             USGS
 EN0856
 EN0856                          STATION DESCRIPTION
 EN0856
 EN0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 EN0856'ONE AND ONE-HALF MILES E AND 3 MILES N OF PLAINVIEW, IN PASTURE
 EN0856'LAND OWNED BY MRS. C.E. HEATH AND LEASED BY MR. FREESE, 49 FEET
 EN0856'N OF E-W FENCE LINE, 68 FEET N OF CENTER OF SECTION-LINE ROAD,
 EN0856'94.3 FEET E OF N-S FENCE LINE, AND 130 FEET E OF A HOUSE.
 EN0856'STATION REACHED FROM PLAINVIEW BY GOING N 2-3/4 MILES ON U.S.
 EN0856'HIGHWAY 385 FROM POINT OPPOSITE LARGE ELEVATOR AND FLOUR MILL
 EN0856'(HARVEST QUEEN MILL) WHERE HIGHWAY CROSSES THE RAILWAY TRACKS
 EN0856'TO ROAD TURNING OUT TO RIGHT (E) ACROSS THE RAILROAD TRACKS,
 EN0856'THEN E ON THIS ROAD 1.6 MILES TO SMALL HOUSE, ON N SIDE OF ROAD,
 EN0856'AND STATION SITE.
 EN0856'
 EN0856'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 EN0856'SET IN CONCRETE.
 EN0856'
 EN0856'REFERENCE MARK NO. 1 PROJECTS 3 INCHES ABOVE THE GROUND, IS 1.2
 EN0856'FEET N OF FENCE LINE, 23 FEET W OF CENTER OF ROAD, AND 0.4
 EN0856'MILE FROM STATION, N 78 DEG 42 MIN E.
 EN0856'
 EN0856'REFERENCE MARK NO. 2 PROJECTS 3 INCHES ABOVE GROUND, IS 1 FOOT
 EN0856'S OF FENCE LINE, 20.5 FEET S OF CENTER OF ROAD, AND 92.87 FEET
 EN0856'FROM STATION, S 11 DEG 18 MIN W.
 EN0856'
 EN0856'OTHER BEARINGS FROM STATION ARE--PLAINVIEW, MUNICIPAL WATER TANK,
 EN0856'FINIAL, S 19 DEG 41 MIN W.  HALE CENTER, MUNICIPAL WATER
 EN0856'TANK, FINIAL S 38 DEG 52 MIN W.  SURFACE MARK PROJECTS 1 INCH
 EN0856'ABOVE GROUND.
 EN0856
 EN0856                          STATION RECOVERY (1945)
 EN0856
 EN0856'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945 (RHB)
 EN0856'LETTER FROM R.H. BARNES, GENERAL GEOPHYSICAL CO. HOUSTON,
 EN0856'TEXAS, DATED JULY 21, 1945--
 EN0856'
 EN0856'THE HOUSE MENTIONED IN ORIGINAL DESCRIPTION HAS BEEN REMOVED.
 EN0856'THE STATION IS NOW APPROXIMATELY 340 FEET E OF A WINDMILL
 EN0856'AND APPROXIMATELY 490 FEET E OF THE RESIDENCE OF MR. FREESE.
 EN0856'
 EN0856'REFERENCE MARK 2 WAS COVERED WITH DIRT BUT WAS LOCATED.
 EN0856'
 EN0856'REFERENCE MARK 1 HAD BEEN DUG UP AND RESET ABOUT 30 FEET FROM
 EN0856'ITS ORIGINAL POSITION.
 EN0856
 EN0856                          STATION RECOVERY (1949)
 EN0856
 EN0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 EN0856'STATION IS 1-1/2 MILES E AND 3 MILES N OF PLAINVIEW, IN PASTURELAND
 EN0856'OWNED BY MRS. E.C. HEATH AND LEASED BY MR. FREESE, 50 FEET
 EN0856'N OF E-W FENCE LINE, 70 FEET N OF CENTER OF SECTION-LINE ROAD.
 EN0856'STATION IS 496 FEET E OF ROAD LEADING S FROM FORE-MENTIONED
 EN0856'SECTION-LINE ROAD.
 EN0856
 EN0856                          STATION RECOVERY (1952)
 EN0856
 EN0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 EN0856'THE STATION WAS RECOVERED IN EXCELLENT CONDITION.  THE HOUSE
 EN0856'MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN REMOVED.  THE
 EN0856'STATION IS ABOUT 490 FT. E OF THE RESIDENCE OF MR. FREESE.
 EN0856
 EN0856                          STATION RECOVERY (1957)
 EN0856
 EN0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EN0856'THIS STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 EN0856'CONDITION AS DESCRIBED.  THE AZIMUTH MARK HAS BEEN RESET
 EN0856'WITHOUT ENGINEERING AND IS NOW UNDER A SAND ROW AND IS LOST.
 EN0856'MR. E.G. FREEZE, THE PRESENT OWNER ASKED THAT THE STATION MARK BE
 EN0856'LOWERED BELOW THE PLOWLINE WHICH WAS DONE.  A REVISED DESCRIPTION
 EN0856'IS AS FOLLOWS--STATION IS IN AN IRRIGATED FIELD ON THE E.G.
 EN0856'FREEZE FARM WHICH IS ABOUT 1-1/2 MILES EAST AND 3-1/2 MILES
 EN0856'NORTH OF THE CENTER OF PLAINVIEW, 68 FEET NORTH OF THE
 EN0856'CENTERLINE OF AN EAST-WEST SECTIONLINE ROAD AND ABOUT 500
 EN0856'FEET EAST OF THE FARM HOME OF MR. E.G. FREEZE, THE OWNER.  IT
 EN0856'IS 394 FEET EAST OF AN IRRIGATION WELL WHICH IS IN THE
 EN0856'SOUTHEAST CORNER OF THE FREEZE FARM YARD AND 267 FEET EAST OF
 EN0856'THE EAST GATE POST IN THE NORTH RIGHT-OF-WAY FENCE, AND 49
 EN0856'FEET DUE NORTH OF THE NORTH RIGHT-OF-WAY FENCE AND A 4 X 4 WITNESS
 EN0856'POST.
 EN0856'
 EN0856'THE SUB-SURFACE MARK IS ABOUT 5 FEET BELOW THE SURFACE OF THE
 EN0856'GROUND, A DISK IN A CONCRETE MASS.  THE UPPER MARK IS A STANDARD
 EN0856'DISK STAMPED HEATH 1932 1957 IN A CONCRETE BLOCK ABOUT 2 FEET
 EN0856'SQUARE WITH THE TOP ABOUT 18 INCHES BELOW THE SURFACE TO CLEAR
 EN0856'DEEP PLOWING.
 EN0856'
 EN0856'THE REFERENCE MARK IS A STANDARD DISK STAMPED HEATH NO. 2 1932 IN
 EN0856'A CONCRETE POST 92.87 FEET SOUTHERLY FROM THE STATION IN AZIMUTH
 EN0856'11-18-00.  IT IS 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE
 EN0856'LINE OF THE SECTION LINE ROAD AND A 3 X 4 WITNESS POST.  IT
 EN0856'IS 6 INCHES BELOW THE SURFACE.
 EN0856'
 EN0856'IT WAS STATED IN 1957 THAT THE ROAD WOULD BE WIDENED AND THE
 EN0856'FENCES REMOVED WHICH WOULD DESTROY THE REFERENCE MARK.  THE
 EN0856'AREA AROUND THE STATION MARK WAS FILLED WITH RED DIRT TO
 EN0856'FACILITATE RECOVERY.
 EN0856'
 EN0856'TO REACH THE STATION FROM PLAINVIEW.  FROM THE JUNCTION OF
 EN0856'HIGHWAYS F.M. NO. 400 AND U.S. NO. 70 IN THE EAST PART OF TOWN,
 EN0856'GO NORTH ON NO. 400 04.7 MILES TO A T ROAD WEST.  TURN LEFT HERE
 EN0856'AND GO WEST 0.5 MILE TO THE FREEZE FARM HOUSE AND THE STATION
 EN0856'AS DESCRIBED.
 EN0856
 EN0856                          STATION RECOVERY (1958)
 EN0856
 EN0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EGF)
 EN0856'R.M. FOUND UPROOTED AND LAYING INSIDE OF ROAD.
 EN0856
 EN0856                          STATION RECOVERY (1963)
 EN0856
 EN0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RM)
 EN0856'STATION, R.M. 1 AND 2, LOCATED IN CULTIVATED AREA.  SURFACE MARK
 EN0856'WAS PROBABLY REMOVED OR DESTROYED BY CULTIVATION.  R.M. 1
 EN0856'WAS PROBABLY DESTROYED BY PAVING N-S COUNTY ROAD.  A HASTY SEARCH
 EN0856'WAS MADE.  A THOROUGH SEARCH WAS NOT MADE.
 EN0856
 EN0856                          STATION RECOVERY (1964)
 EN0856
 EN0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0856'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK 1
 EN0856'(AZIMUTH MARK) AND REFERENCE MARK 2 WAS SEARCHED FOR AND COULD NOT
 EN0856'BE FOUND, REFERENCE MARKS 3, 4 AND AN AZIMUTH MARK WERE ESTABLISHED.
 EN0856'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 EN0856'
 EN0856'THE STATION IS ABOUT 16 MILES NORTHWEST OF LOCKNEY, 9-1/2 MILES
 EN0856'SOUTH-SOUTHEAST OF KRESS AND 3 MILES NORTH-NORTHEAST OF PLAINVIEW,
 EN0856'IN THE SOUTH EDGE OF A CULTIVATED FIELD, ON THE NORTH SIDE OF A
 EN0856'GRADED ROAD.
 EN0856'
 EN0856'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 87 IN
 EN0856'PLAINVIEW, GO NORTH ON HIGHWAY 87 FOR 3.5 MILES TO A CROSSROAD JUST
 EN0856'BEFORE REACHING A LARGE ELEVATOR ON THE RIGHT.  TURN RIGHT AND GO
 EN0856'EAST ON PAVED ROAD FOR 0.6 MILE TO THE END OF PAVEMENT.  CONTINUE
 EN0856'EAST ON GRADED ROAD FOR 1.0 MILE TO THE STATION ON THE LEFT.  TO
 EN0856'REACH THE AZIMUTH MARK, CONTINUE EAST ON GRADED ROAD FOR 0.4 MILE
 EN0856'TO A T-ROAD INTERSECTION AND THE MARK IN THE NORTHWEST ANGLE OF
 EN0856'THE ROADS.
 EN0856'
 EN0856'STATION MARK IS A STANDARD DISK, STAMPED HEATH 1932, SET IN THE TOP
 EN0856'OF A 12 INCH SQUARE CONCRETE POST 12 INCHES BELOW THE GROUND SURFACE.
 EN0856'IT IS 69.5 FEET NORTH OF THE CENTERLINE OF A GRADED ROAD, 306
 EN0856'FEET EAST-NORTHEAST OF A TELEPHONE LINE POLE AND 140 FEET
 EN0856'NORTHWEST OF A TELEPHONE LINE POLE.
 EN0856'
 EN0856'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HEATH NO 3 1932, SET IN
 EN0856'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 EN0856'20.5 FEET SOUTH OF THE CENTERLINE OF THE GRADED ROAD, 1.5 FEET
 EN0856'WEST-SOUTHWEST OF A TELEPHONE LINE POLE AND ABOUT THE SAME
 EN0856'ELEVATION AS THE STATION.
 EN0856'
 EN0856'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED HEATH NO 4 1932, SET IN
 EN0856'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 EN0856'IS 20 FEET SOUTH OF THE CENTERLINE OF THE GRADED ROAD, 1.5 FEET EAST
 EN0856'OF A TELEPHONE LINE POLE AND ABOUT THE SAME ELEVATION AS THE
 EN0856'STATION.
 EN0856'
 EN0856'AZIMUTH MARK IS A STANDARD DISK, STAMPED HEATH 1932 RESET 1964, SET
 EN0856'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 EN0856'SURFACE.  IT IS 53.6 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 EN0856'400, 26 FEET NORTH OF THE CENTERLINE OF A GRADED ROAD, 2.5 FEET
 EN0856'EAST OF A WITNESS POST AND 1.7 FEET WEST-NORTHWEST OF A POWERLINE
 EN0856'POLE.
 EN0856'
 EN0856'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EN0856
 EN0856                          STATION RECOVERY (1965)
 EN0856
 EN0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0856'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34101-3, STATION 1002.
 EN0856'RECOVERED BY USGS IN 1965.
 EN0856'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST 1.4 FT.
 EN0856'BELOW SURFACE, STAMPED---HEATH 1932---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2608 ***********************************************************************
 CS2608  DESIGNATION -  HEATH 2
 CS2608  PID         -  CS2608
 CS2608  STATE/COUNTY-  TX/ROCKWALL
 CS2608  USGS QUAD   -  FORNEY NORTH (1973)
 CS2608
 CS2608                         *CURRENT SURVEY CONTROL
 CS2608  ___________________________________________________________________
 CS2608* NAD 83(1993)-  32 50 30.44727(N)    096 28 08.38082(W)     ADJUSTED  
 CS2608* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 CS2608  ___________________________________________________________________
 CS2608  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 CS2608  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS2608
 CS2608  HORZ ORDER  -  SECOND
 CS2608
 CS2608.The horizontal coordinates were established by classical geodetic methods
 CS2608.and adjusted by the National Geodetic Survey in February 1996..
 CS2608.No horizontal observational check was made to the station.
 CS2608
 CS2608.The orthometric height was scaled from a topographic map.
 CS2608
 CS2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2608
 CS2608.The geoid height was determined by GEOID03.
 CS2608
 CS2608;                    North         East     Units Scale Factor Converg.
 CS2608;SPC TXNC     - 2,132,146.941   790,107.206   MT  0.99987929   +1 06 27.7
 CS2608;SPC TXNC     - 6,995,218.76  2,592,210.06   sFT  0.99987929   +1 06 27.7
 CS2608;UTM  14      - 3,636,586.755   736,889.013   MT  1.00029199   +1 22 23.7
 CS2608
 CS2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2608!SPC TXNC     -   0.99997889  x   0.99987929  =   0.99985818
 CS2608!UTM  14      -   0.99997889  x   1.00029199  =   1.00027087
 CS2608
 CS2608:                Primary Azimuth Mark                     Grid Az
 CS2608:SPC TXNC     -  ROCKWALL MUNICIPAL TANK                  003 47 59.8
 CS2608:UTM  14      -  ROCKWALL MUNICIPAL TANK                  003 32 03.8
 CS2608
 CS2608|---------------------------------------------------------------------|
 CS2608| PID    Reference Object                     Distance      Geod. Az  |
 CS2608|                                                           dddmmss.s |
 CS2608| CS2611 ROCKWALL MUNICIPAL TANK             APPROX. 9.8 KM 0045427.5 |
 CS2608| CY2094 HEATH 2 RM 3                         23.296 METERS 04616     |
 CS2608| CY2092 HEATH 2 AZ MK                                      1095339.5 |
 CS2608| CY2093 HEATH 2 AZ MK 2                                    1122800.9 |
 CS2608| CS2597 FORNEY MUNICIPAL TANK               APPROX.10.2 KM 1795232.8 |
 CS2608| CS2605 HEATH                                 9.925 METERS 17953     |
 CS2608| CY2095 HEATH 2 RM 4                         40.432 METERS 22648     |
 CS2608| CY2091 HEATH RM 2                           55.375 METERS 35214     |
 CS2608|---------------------------------------------------------------------|
 CS2608
 CS2608                          SUPERSEDED SURVEY CONTROL
 CS2608
 CS2608  NAD 83(1993)-  32 50 30.45360(N)    096 28 08.36953(W) AD(       ) 2
 CS2608  NAD 83(1986)-  32 50 30.45444(N)    096 28 08.36473(W) AD(       ) 2
 CS2608  NAD 27      -  32 50 29.99819(N)    096 28 07.41475(W) AD(       ) 2
 CS2608
 CS2608.Superseded values are not recommended for survey control.
 CS2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2608.See file dsdata.txt to determine how the superseded data were derived.
 CS2608
 CS2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3688936587(NAD 83)
 CS2608_MARKER: DS = TRIANGULATION STATION DISK
 CS2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2608
 CS2608  HISTORY     - Date     Condition        Report By
 CS2608  HISTORY     - 1967     MONUMENTED       CGS
 CS2608  HISTORY     - 1979     GOOD             NGS
 CS2608  HISTORY     - 19920825 GOOD             USPSQD
 CS2608
 CS2608                          STATION DESCRIPTION
 CS2608
 CS2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS2608'THE STATION IS ABOUT 6 MILES NORTH OF FORNEY, 5 MILES SOUTH
 CS2608'OF ROCKWALL, 1/2 MILE NORTH OF THE VILLAGE OF HEATH, AND
 CS2608'ALONG THE NORTHWEST RIGHT-OF-WAY OF A BLACK-TOP ROAD.
 CS2608'
 CS2608'TO REACH STATION FROM THE JUNCTION OF F.M. HIGHWAYS 740 AND
 CS2608'1140 IN THE VILLAGE OF HEATH, GO NORTH ON F.M. HIGHWAY 740
 CS2608'FOR 0.4 MILE TO A CROSSROAD AND THE JUNCTION OF F.M. HIGHWAY
 CS2608'550.  KEEP STRAIGHT AHEAD, GO 0.1 MILE TO STATION ON THE
 CS2608'LEFT.  TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTH
 CS2608'0.1 MILE TO THE JUNCTION OF F.M. HIGHWAY 550 AND 740.  TURN
 CS2608'LEFT, GO EAST ALONG F.M. HIGHWAY 550 FOR 0.6 MILE TO MARK
 CS2608'ON THE LEFT.
 CS2608'
 CS2608'STATION MARKS ARE STANDARD DISKS, STAMPED HEATH 2 1967.  THE
 CS2608'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CS2608'PROJECTS 3 INCHES ABOVE THE SURFACE OF GROUND.  IT IS 50
 CS2608'FEET NORTHWEST OF THE CENTER LINE OF ROAD, 170 FEET SOUTH
 CS2608'OF A CORNER FENCE POST, AND 2 FEET NORTHEAST OF A METAL
 CS2608'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 CS2608'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF GROUND.
 CS2608'
 CS2608'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED HEATH NO 2
 CS2608'1949, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 CS2608'6 INCHES ABOVE THE SURFACE OF GROUND.  IT IS 199 FEET NORTHWEST
 CS2608'OF THE CENTER LINE OF ROAD, 20 FEET WEST OF THE CORNER FENCE
 CS2608'POST, AND 4 FEET NORTH OF THE FENCE.
 CS2608'
 CS2608'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED HEATH 2 NO 3
 CS2608'1967, IS SET IN A ROUND CONCRETE POST ABOUT 10 INCHES IN
 CS2608'DIAMETER AND PROJECTS 1 INCH ABOVE THE SURFACE OF GROUND.
 CS2608'IT IS 50 FEET NORTHWEST OF THE CENTER LINE OF ROAD, 133
 CS2608'FEET SOUTH OF THE CORNER FENCE POST, AND 1 FOOT SOUTHWEST
 CS2608'OF A METAL WITNESS POST.
 CS2608'
 CS2608'AZIMUTH MARK A STANDARD DISK, STAMPED HEATH 2 1967, IS SET
 CS2608'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 CS2608'THE SURFACE OF GROUND.  IT IS 53 FEET NORTH OF THE CENTER
 CS2608'LINE OF F.M. HIGHWAY 550, 99 FEET EAST OF A T-FENCE CORNER,
 CS2608'1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A
 CS2608'METAL WITNESS POST, AND IS ABOUT OPPOSITE AND ACROSS THE
 CS2608'HIGHWAY FROM THE ENTRANCE TO A PRIVATE DRIVEWAY.
 CS2608'
 CS2608'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 CS2608
 CS2608                          STATION RECOVERY (1979)
 CS2608
 CS2608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 CS2608'THE STATION MARK, REFERENCE MARK NO.3, AND THE AZIMUTH MARK WERE
 CS2608'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.2 WAS
 CS2608'FOUND TO HAVE BEEN DESTROYED.
 CS2608'
 CS2608'THE 1967 AZIMUTH MARK WILL BE DESTROYED BY CONSTRUCTION WORK.
 CS2608'
 CS2608'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO.3 WAS VERIFIED.
 CS2608'
 CS2608'REFERENCE MARK NO.4 AND AZIMUTH MARK WERE RE-ESTABLISHED AT THIS
 CS2608'TIME.
 CS2608'
 CS2608'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS2608'
 CS2608'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF ROCKWALL AND 0.5 MILE
 CS2608'NORTHEAST OF HEATH.
 CS2608'
 CS2608'TO REACH THE STATION FROM THE JUNCTION OF FARM TO MARKET ROADS 549,
 CS2608'550 AND 740, WHICH IS LOCATED ABOUT 0.5 MILE NORTHEAST OF HEATH.  GO
 CS2608'NORTHEAST ON FARM ROAD 549 FOR 0.1 MILE TO STATION ON THE LEFT.
 CS2608'
 CS2608'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST,
 CS2608'THAT IS FLUSH WITH THE GROUND AND IS STAMPED HEATH 2 1967.  IT IS
 CS2608'133 FEET EAST-NORTHEAST OF A HIGH LINE POLE, 170 FEET
 CS2608'WEST-SOUTHWEST OF A HIGH LINE POLE WITH TRANSMITTER, 51 FEET
 CS2608'NORTHWEST OF THE CENTER OF HIGHWAY AND 1.5 FEET EAST-NORTHEAST OF A
 CS2608'METAL WITNESS POST.
 CS2608'
 CS2608'REFERENCE MARK NO.3 IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 CS2608'POST, THAT IS FLUSH WITH THE GROUND AND STAMPED HEATH 2 NO 3 1967.
 CS2608'IT IS 94 FEET WEST-SOUTHWEST OF A HIGH LINE POLE WITH TRANSMITTER,
 CS2608'51 FEET NORTH-NORTHEAST OF THE CENTER OF HIGHWAY AND 1.6 FEET WEST
 CS2608'OF A METAL WITNESS POST.
 CS2608'
 CS2608'REFERENCE MARK NO.4 IS A CAST ALUMINUM MONUMENT, THAT PROJECTS ABOUT
 CS2608'2-INCHES AND THE CAP IS STAMPED HEATH 2 NO 4 1978 1967.  IT IS 53
 CS2608'FEET NORTH-NORTHEAST OF THE CENTER OF HIGHWAY AND 1-FOOT
 CS2608'EAST-NORTHEAST OF A HIGH LINE POLE.
 CS2608'
 CS2608'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 CS2608'POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED HEATH 2 1967
 CS2608'1978.  IT IS 72 FEET WEST OF THE WEST END OF GATE, 66 FEET WEST OF
 CS2608'A BURIED CABLE WARNING SIGN POST, 50 FEET SOUTH OF THE CENTER OF
 CS2608'ROAD, 1-FOOT WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY POST, 1-FOOT
 CS2608'NORTH OF THE FENCE LINE AND 1.6 FEET EAST OF A METAL WITNESS POST.
 CS2608'
 CS2608'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF FARM TO MARKET ROADS
 CS2608'549, 550 AND 740, GO EASTERLY ON FARM ROAD 550 FOR 0.5 MILE TO MARK
 CS2608'ON THE LEFT.
 CS2608'
 CS2608'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--HEATH 0.5 MILE
 CS2608'NORTHEAST.
 CS2608
 CS2608                          STATION RECOVERY (1992)
 CS2608
 CS2608'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 CS2608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4899 ***********************************************************************
 AH4899  DESIGNATION -  HEATH ET
 AH4899  PID         -  AH4899
 AH4899  STATE/COUNTY-  TX/BLANCO
 AH4899  USGS QUAD   -  MONUMENT HILL (1963)
 AH4899
 AH4899                         *CURRENT SURVEY CONTROL
 AH4899  ___________________________________________________________________
 AH4899* NAD 83(1993)-  30 09 58.09231(N)    098 29 48.40527(W)     ADJUSTED  
 AH4899* NAVD 88     -       571.56   (+/-2cm)    1875.2    (feet)  VERTCON   
 AH4899  ___________________________________________________________________
 AH4899  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 AH4899  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 AH4899
 AH4899  HORZ ORDER  -  THIRD
 AH4899  VERT ORDER  -  THIRD ? (See Below)
 AH4899
 AH4899.The horizontal coordinates were established by classical geodetic methods
 AH4899.and adjusted by the National Geodetic Survey in July 1998..
 AH4899
 AH4899.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4899.The vertical order pertains to the NGVD 29 superseded value.
 AH4899
 AH4899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4899
 AH4899.The geoid height was determined by GEOID03.
 AH4899
 AH4899;                    North         East     Units Scale Factor Converg.
 AH4899;SPC TX C     - 3,056,830.523   876,896.058   MT  0.99998716   +0 56 45.4
 AH4899;SPC TX C     -10,028,951.47  2,876,949.82   sFT  0.99998716   +0 56 45.4
 AH4899;UTM  14      - 3,337,301.810   548,453.741   MT  0.99962896   +0 15 10.4
 AH4899
 AH4899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4899!SPC TX C     -   0.99991390  x   0.99998716  =   0.99990107
 AH4899!UTM  14      -   0.99991390  x   0.99962896  =   0.99954290
 AH4899
 AH4899                          SUPERSEDED SURVEY CONTROL
 AH4899
 AH4899  NGVD 29 (07/28/98)  571.47   (m)         1874.9    (f) LEVELING    3  
 AH4899
 AH4899.Superseded values are not recommended for survey control.
 AH4899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4899.See file dsdata.txt to determine how the superseded data were derived.
 AH4899
 AH4899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU4845437302(NAD 83)
 AH4899_MARKER: DS = TRIANGULATION STATION DISK
 AH4899_SETTING: 66 = SET IN ROCK OUTCROP
 AH4899_PROJECTION: FLUSH
 AH4899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH4899+STABILITY: POSITION/ELEVATION WELL
 AH4899
 AH4899  HISTORY     - Date     Condition        Report By
 AH4899  HISTORY     - 1959     MONUMENTED       USGS
 AH4899
 AH4899                          STATION DESCRIPTION
 AH4899
 AH4899'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH4899'STATION IS LOCATED ABOUT 7 MI. SW. OF HYE, ABOUT 700 FT. E. OF
 AH4899'WINDMILL, 65 FT. S. OF CENTERLINE OF TRACK RD.
 AH4899'TO REACH FROM HYE POST OFFICE, PROCEED EASTERLY ALONG HIGHWAY 290 FOR
 AH4899'1.7 MI., THENCE RIGHT ALONG GRADED RD. SOUTHERLY, PASSING TO THE W. OF
 AH4899'THE HEATH RANCH BUILDING, FOR 6.9 MI. TO A CATTLEGUARD, THENCE RIGHT
 AH4899'THRU A GATE JUST BEFORE CROSSING CATTLEGUARD, 0.35 MI. TO TOP OF RIDGE
 AH4899'AND STATION.
 AH4899'STATION MARK--STANDARD TABLET SET IN LIMESTONE BEDROCK FLUSH WITH
 AH4899'GROUND, STAMPED---HEATH - ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2032 ***********************************************************************
 FL2032  DESIGNATION -  HEATON
 FL2032  PID         -  FL2032
 FL2032  STATE/COUNTY-  TX/GRAY
 FL2032  USGS QUAD   -  HOOVER (1967)
 FL2032
 FL2032                         *CURRENT SURVEY CONTROL
 FL2032  ___________________________________________________________________
 FL2032* NAD 83(1993)-  35 32 06.55544(N)    100 45 05.58393(W)     ADJUSTED  
 FL2032* NAVD 88     -       954.     (meters)    3130.     (feet)  SCALED    
 FL2032  ___________________________________________________________________
 FL2032  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 FL2032  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL2032
 FL2032  HORZ ORDER  -  FIRST
 FL2032
 FL2032.The horizontal coordinates were established by classical geodetic methods
 FL2032.and adjusted by the National Geodetic Survey in February 1996..
 FL2032
 FL2032.The orthometric height was scaled from a topographic map.
 FL2032
 FL2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2032
 FL2032.The geoid height was determined by GEOID03.
 FL2032
 FL2032;                    North         East     Units Scale Factor Converg.
 FL2032;SPC TX N     - 1,170,562.059   267,870.158   MT  0.99991296   +0 26 01.5
 FL2032;SPC TX N     - 3,840,419.02    878,837.34   sFT  0.99991296   +0 26 01.5
 FL2032;UTM  14      - 3,933,803.202   341,207.551   MT  0.99991073   -1 01 05.6
 FL2032
 FL2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2032!SPC TX N     -   0.99985436  x   0.99991296  =   0.99976733
 FL2032!UTM  14      -   0.99985436  x   0.99991073  =   0.99976510
 FL2032
 FL2032|---------------------------------------------------------------------|
 FL2032| PID    Reference Object                     Distance      Geod. Az  |
 FL2032|                                                           dddmmss.s |
 FL2032| CK9848 HEATON RM 1                          17.313 METERS 13114     |
 FL2032| CK9847 HEATON AZ MK                                       1342608.8 |
 FL2032| FL2002 LEFORS WATER TANK                   APPROX.11.7 KM 2023654.7 |
 FL2032| CK9849 HEATON RM 2                           4.078 METERS 21232     |
 FL2032|---------------------------------------------------------------------|
 FL2032
 FL2032                          SUPERSEDED SURVEY CONTROL
 FL2032
 FL2032  NAD 83(1993)-  35 32 06.55665(N)    100 45 05.58294(W) AD(       ) 1
 FL2032  NAD 83(1986)-  35 32 06.56074(N)    100 45 05.57323(W) AD(       ) 1
 FL2032  NAD 27      -  35 32 06.39700(N)    100 45 04.06800(W) AD(       ) 1
 FL2032
 FL2032.Superseded values are not recommended for survey control.
 FL2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2032.See file dsdata.txt to determine how the superseded data were derived.
 FL2032
 FL2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4120833803(NAD 83)
 FL2032_MARKER: DS = TRIANGULATION STATION DISK
 FL2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2032
 FL2032  HISTORY     - Date     Condition        Report By
 FL2032  HISTORY     - 1951     MONUMENTED       CGS
 FL2032
 FL2032                          STATION DESCRIPTION
 FL2032
 FL2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2032'THE STATION IS LOCATED ABOUT 11 MILES EAST OF PAMPA AND ON
 FL2032'THE PAMPA ARMY AIRBASE.  THE MARK IS IN THE CENTER OF THE BASE
 FL2032'OF A CONCRETE TOWER 125 FEET HIGH WHICH PREVIOUSLY HAD A WATER
 FL2032'TANK ON THE TOP.  A FOUR FOOT STAND WAS ERECTED ON THE TOP
 FL2032'OF THE TOWER FOR OBSERVATIONS.  THE MARK PROJECTS 5 INCHES, AND
 FL2032'THE DISK IS STAMPED HEATON 1951.
 FL2032'
 FL2032'REFERENCE MARK NO. 1 IS 54 FEET WEST OF A MACADAM ROAD.  THE
 FL2032'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HEATON NO 1 1951.
 FL2032'
 FL2032'REFERENCE MARK NO. 2 IS INSIDE THE BOTTOM OF THE TOWER.  THE
 FL2032'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HEATON NO 2 1951.
 FL2032'
 FL2032'THE AZIMUTH MARK IS 3 FEET SOUTH OF THE SOUTH EDGE OF AN
 FL2032'EAST-WEST RUNWAY AND 2 FEET WEST OF A WITNESS POST.  THE MARK
 FL2032'PROJECTS 4 INCHES, AND THE DISK IS STAMPED HEATON 1951.
 FL2032'
 FL2032'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 FL2032'STATE ROUTE 152 WHICH IS 7 MILES EAST-NORTHEAST OF PAMPA.  GO
 FL2032'EAST ON STATE ROUTE 152 FOR 5.0 MILES TO A SIDE ROAD RIGHT,
 FL2032'TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A GATE ON THE LEFT, TURN
 FL2032'LEFT THROUGH THE GATE AND GO EAST FOR 0.5 MILE TO THE CONCRETE
 FL2032'TOWER ON THE RIGHT AND THE STATION IN THE CENTER OF THE BASE.
 FL2032'
 FL2032'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO EAST FOR 0.5
 FL2032'MILE TO THE END OF THE ROAD, TURN LEFT AND GO 0.1 MILE TO A RUNWAY,
 FL2032'GO EAST-SOUTHEAST ON THE RUNWAY FOR 0.2 MILE, THEN EAST ON
 FL2032'RUNWAY FOR 0.4 MILE TO THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2030 ***********************************************************************
 FL2030  DESIGNATION -  HEATON GRAY WHEAT GROWERS ELEV
 FL2030  PID         -  FL2030
 FL2030  STATE/COUNTY-  TX/GRAY
 FL2030  USGS QUAD   -  HOOVER (1967)
 FL2030
 FL2030                         *CURRENT SURVEY CONTROL
 FL2030  ___________________________________________________________________
 FL2030* NAD 83(1993)-  35 32 55.64794(N)    100 48 37.92187(W)     ADJUSTED  
 FL2030* NAVD 88     -                                                        
 FL2030  ___________________________________________________________________
 FL2030  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FL2030  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL2030
 FL2030  HORZ ORDER  -  THIRD
 FL2030
 FL2030.The horizontal coordinates were established by classical geodetic methods
 FL2030.and adjusted by the National Geodetic Survey in February 1996..
 FL2030
 FL2030
 FL2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2030
 FL2030.The geoid height was determined by GEOID03.
 FL2030
 FL2030;                    North         East     Units Scale Factor Converg.
 FL2030;SPC TX N     - 1,172,036.006   262,511.077   MT  0.99991347   +0 23 58.5
 FL2030;SPC TX N     - 3,845,254.80    861,255.09   sFT  0.99991347   +0 23 58.5
 FL2030;UTM  14      - 3,935,412.504   335,887.503   MT  0.99993190   -1 03 10.3
 FL2030
 FL2030                          SUPERSEDED SURVEY CONTROL
 FL2030
 FL2030  NAD 83(1993)-  35 32 55.64915(N)    100 48 37.92114(W) AD(       ) 4
 FL2030  NAD 83(1986)-  35 32 55.65429(N)    100 48 37.91128(W) AD(       ) 4
 FL2030  NAD 27      -  35 32 55.50000(N)    100 48 36.50000(W) AD(       ) 3
 FL2030
 FL2030.Superseded values are not recommended for survey control.
 FL2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2030.See file dsdata.txt to determine how the superseded data were derived.
 FL2030
 FL2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE3588835413(NAD 83)
 FL2030_MARKER: 65 = GRAIN ELEVATOR
 FL2030
 FL2030  HISTORY     - Date     Condition        Report By
 FL2030  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL2030
 FL2030                          STATION DESCRIPTION
 FL2030
 FL2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2030'THE WESTERLY OF TWO CORRUGATED SHEET METAL GRAIN ELEVATORS
 FL2030'AT THE HEATON R.R. SIDING.  ELEVATOR IS ON SOUTH SIDE OF R.R.
 FL2030'TRACKS AND ON NORTH SIDE OF STATE HIGHWAY 152 AND IS ABOUT 55
 FL2030'FEET HIGH.  THE TOP CENTER WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1455 ***********************************************************************
 AJ1455  PACS        -  This is a Primary Airport Control Station.
 AJ1455  DESIGNATION -  HEBBPORT
 AJ1455  PID         -  AJ1455
 AJ1455  STATE/COUNTY-  TX/JIM HOGG
 AJ1455  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1455
 AJ1455                         *CURRENT SURVEY CONTROL
 AJ1455  ___________________________________________________________________
 AJ1455* NAD 83(1993)-  27 21 05.00541(N)    098 44 25.33406(W)     ADJUSTED  
 AJ1455* NAVD 88     -       200.86   (meters)     659.0    (feet)  GPS OBS   
 AJ1455  ___________________________________________________________________
 AJ1455  X           -    -861,485.187 (meters)                     COMP
 AJ1455  Y           -  -5,603,422.504 (meters)                     COMP
 AJ1455  Z           -   2,912,934.273 (meters)                     COMP
 AJ1455  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AJ1455  ELLIP HEIGHT-         175.54  (meters)          (10/24/00) GPS OBS
 AJ1455  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AJ1455
 AJ1455  HORZ ORDER  -  B
 AJ1455  ELLP ORDER  -  FOURTH    CLASS II
 AJ1455
 AJ1455.This mark is at Jim Hogg Co (03XS) Airport (03XS)
 AJ1455
 AJ1455.The horizontal coordinates were established by GPS observations
 AJ1455.and adjusted by the National Geodetic Survey in February 1996..
 AJ1455
 AJ1455.The orthometric height was determined by GPS observations and a
 AJ1455.high-resolution geoid model.
 AJ1455
 AJ1455.GPS derived orthometric heights for airport stations designated as
 AJ1455.PACS or SACS are published to 2 decimal places.  This maintains
 AJ1455.centimeter relative accuracy between the PACS and SACS.  It does
 AJ1455.not indicate centimeter accuracy relative to other marks which are
 AJ1455.part of the NAVD 88 network.
 AJ1455
 AJ1455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1455
 AJ1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1455
 AJ1455.The ellipsoidal height was determined by GPS observations
 AJ1455.and is referenced to NAD 83.
 AJ1455
 AJ1455.The geoid height was determined by GEOID03.
 AJ1455
 AJ1455;                    North         East     Units Scale Factor Converg.
 AJ1455;SPC TX S     - 5,186,676.975   276,218.723   MT  0.99991341   -0 06 32.9
 AJ1455;SPC TX S     -17,016,622.71    906,227.59   sFT  0.99991341   -0 06 32.9
 AJ1455;UTM  14      - 3,025,382.665   525,678.684   MT  0.99960814   +0 07 09.4
 AJ1455
 AJ1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1455!SPC TX S     -   0.99997242  x   0.99991341  =   0.99988584
 AJ1455!UTM  14      -   0.99997242  x   0.99960814  =   0.99958058
 AJ1455
 AJ1455:                Primary Azimuth Mark                     Grid Az
 AJ1455:SPC TX S     -  HEBBPORT AZ MK                           134 21 25.1
 AJ1455:UTM  14      -  HEBBPORT AZ MK                           134 07 42.8
 AJ1455
 AJ1455|---------------------------------------------------------------------|
 AJ1455| PID    Reference Object                     Distance      Geod. Az  |
 AJ1455|                                                           dddmmss.s |
 AJ1455| AJ1456 HEBBPORT AZ MK                      APPROX. 0.8 KM 1341452.2 |
 AJ1455| AC6071 03XS A                              434.655 METERS 3212700.7 |
 AJ1455|---------------------------------------------------------------------|
 AJ1455
 AJ1455                          SUPERSEDED SURVEY CONTROL
 AJ1455
 AJ1455  ELLIP H (02/20/96)  175.66   (m)                       GP(       ) 3 2
 AJ1455  NAD 83(1993)-  27 21 05.00182(N)    098 44 25.32479(W) AD(       ) 3
 AJ1455  ELLIP H (02/16/96)  175.62   (m)                       GP(       ) 5 1
 AJ1455  NAD 83(1986)-  27 21 05.00813(N)    098 44 25.30756(W) AD(       ) 3
 AJ1455  NAD 27      -  27 21 03.96694(N)    098 44 24.27224(W) AD(       ) 3
 AJ1455  NGVD 29 (12/08/88)  200.6    (m)          658.     (f) GPS OBS        
 AJ1455
 AJ1455.Superseded values are not recommended for survey control.
 AJ1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1455.See file dsdata.txt to determine how the superseded data were derived.
 AJ1455
 AJ1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2567925383(NAD 83)
 AJ1455_MARKER: I = METAL ROD
 AJ1455_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ1455_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AJ1455_STAMPING: HEBBPORT 1988
 AJ1455_MARK LOGO: NGS   
 AJ1455_PROJECTION: FLUSH
 AJ1455_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1455+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1995
 AJ1455_ROD/PIPE-DEPTH: 3.87 meters
 AJ1455_SLEEVE-DEPTH  : 0.48 meters
 AJ1455
 AJ1455  HISTORY     - Date     Condition        Report By
 AJ1455  HISTORY     - 1988     MONUMENTED       NGS
 AJ1455  HISTORY     - 19890112 GOOD             NGS
 AJ1455  HISTORY     - 19950412 GOOD             NGS
 AJ1455
 AJ1455                          STATION DESCRIPTION
 AJ1455
 AJ1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AJ1455'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHWEST OF HEBBRONVILLE,
 AJ1455'0.6 KM (0.35 MI) SOUTH OF THE DUVAL-JIM HOGG COUNTY LINE AT THE JIM
 AJ1455'HOGG COUNTY AIRPORT.  OWNERSHIP--JIM HOGG COUNTY, ROMER VASQUE,
 AJ1455'COUNTY JUDGE, HEBBRONVILLE TX. 78361.  THE AIRPORT MANAGER IS GENE
 AJ1455'LONG, TELEPHONE NUMBER 512-527-4015.
 AJ1455'TO REACH THE STATION FROM THE COURTHOUSE IN HEBBRONVILLE.  GO NORTH ON
 AJ1455'STATE HIGHWAYS 16 AND 359 FOR 0.48 KM (0.30 MI) TO A CROSS STREET.
 AJ1455'TURN LEFT AND GO WEST ON STATE HIGHWAY 359 FOR 8.21 KM (5.10 MI) TO
 AJ1455'THE AIRPORT ENTRANCE ON THE RIGHT.  GO NORTHEAST ON THE ENTRANCE ROAD
 AJ1455'FOR 0.32 KM (0.20 MI) TO THE ROADS END, AT A GATE AND THE OFFICE ON
 AJ1455'THE LEFT.  TURN LEFT THROUGH THE GATE, THEN RIGHT, EAST ACROSS THE
 AJ1455'TARMAC FOR 0.08 KM (0.05 MI) TO THE STATION AT THE NORTH EDGE OF A
 AJ1455'FENCE CORNER.
 AJ1455'THE STATION IS SET 14.4 M (47.2 FT) SOUTHEAST OF THE NORTHEAST CORNER
 AJ1455'OF THE TARMAC, 1.4 M (4.6 FT) EAST OF THE FENCE CORNER, 1.4 M
 AJ1455'(4.6 FT) NORTH OF A BRACED FENCE POST AND 1.3 M (4.3 FT) NORTHEAST OF
 AJ1455'THE FENCE.
 AJ1455'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ1455'DESCRIBED BY G.R.H.
 AJ1455
 AJ1455                          STATION RECOVERY (1989)
 AJ1455
 AJ1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AJ1455'RECOVERED IN GOOD CONDITION.
 AJ1455
 AJ1455                          STATION RECOVERY (1995)
 AJ1455
 AJ1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AJ1455'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHWEST OF HEBBRONVILLE,
 AJ1455'0.6 KM (0.35 MI) SOUTH OF THE DUVAL-JIM HOGG COUNTY LINE AT THE JIM
 AJ1455'HOGG COUNTY AIRPORT.  SOUTHEAST OF THE EAST CORNER OF THE APRON, EAST
 AJ1455'OF A FENCE CORNER POST, AND SOUTHWEST OF THE TAXI.  OWNERSHIP--JIM
 AJ1455'HOGG COUNTY, ROMER VASQUE, COUNTY JUDGE HEBBRONVILLE, TX.  78361.
 AJ1455'AIRPORT MANAGER GENE LONG, PHONE 512-527-4015 TO REACH THE STATION
 AJ1455'FROM THE COURTHOUSE IN HEBBRONVILLE.  GO NORTH ON STATE HIGHWAYS 16
 AJ1455'AND 359, 0.48 KM (0.30 MI) TO A CROSS STREET.  TURN LEFT, WEST, 8.21
 AJ1455'KM (5.10 MI) ALONG HIGHWAY 359 TO THE AIRPORT ENTRANCE ON THE RIGHT.
 AJ1455'TURN RIGHT, NORTHEASTERLY, 0.33 KM (0.20 MI) ALONG ENTRANCE ROAD TO A
 AJ1455'GATE AND THE OFFICE ON THE LEFT.  TURN LEFT THROUGH THE GATE, THEN
 AJ1455'RIGHT, EAST, 0.08 KM (0.05 MI) ACROSS THE APRON TO THE STATION AT THE
 AJ1455'NORTH EDGE OF A FENCE CORNER.  STATION IS 17.0 M (55.8 FT) SOUTHWEST
 AJ1455'OF AND LEVEL WITH THE TAXI CENTERLINE, 14.4 M (47.2 FT) SOUTHEAST OF
 AJ1455'THE EAST CORNER OF THE APRON, 1.2 M (3.9 FT) EAST OF A FENCE CORNER
 AJ1455'POST, AND 0.8 M (2.6 FT) NORTHEAST OF A WITNESS POST AND FENCE.
 AJ1455'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 AJ1455'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY R.G.  HAYES THIS IS A
 AJ1455'PAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1456 ***********************************************************************
 AJ1456  SACS        -  This is a Secondary Airport Control Station.
 AJ1456  DESIGNATION -  HEBBPORT AZ MK
 AJ1456  PID         -  AJ1456
 AJ1456  STATE/COUNTY-  TX/JIM HOGG
 AJ1456  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1456
 AJ1456                         *CURRENT SURVEY CONTROL
 AJ1456  ___________________________________________________________________
 AJ1456* NAD 83(1993)-  27 20 47.55765(N)    098 44 05.27558(W)     ADJUSTED  
 AJ1456* NAVD 88     -       202.03   (meters)     662.8    (feet)  GPS OBS   
 AJ1456  ___________________________________________________________________
 AJ1456  X           -    -860,977.897 (meters)                     COMP
 AJ1456  Y           -  -5,603,751.150 (meters)                     COMP
 AJ1456  Z           -   2,912,457.778 (meters)                     COMP
 AJ1456  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AJ1456  ELLIP HEIGHT-         176.71  (meters)          (01/31/01) GPS OBS
 AJ1456  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AJ1456
 AJ1456  HORZ ORDER  -  FIRST
 AJ1456  ELLP ORDER  -  FIFTH     CLASS II
 AJ1456
 AJ1456.This mark is at Jim Hogg Co (03XS) Airport (03XS)
 AJ1456
 AJ1456.The horizontal coordinates were established by GPS observations
 AJ1456.and adjusted by the National Geodetic Survey in February 1997..
 AJ1456
 AJ1456.The orthometric height was determined by GPS observations and a
 AJ1456.high-resolution geoid model.
 AJ1456
 AJ1456.GPS derived orthometric heights for airport stations designated as
 AJ1456.PACS or SACS are published to 2 decimal places.  This maintains
 AJ1456.centimeter relative accuracy between the PACS and SACS.  It does
 AJ1456.not indicate centimeter accuracy relative to other marks which are
 AJ1456.part of the NAVD 88 network.
 AJ1456
 AJ1456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1456
 AJ1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1456
 AJ1456.The ellipsoidal height was determined by GPS observations
 AJ1456.and is referenced to NAD 83.
 AJ1456
 AJ1456.The geoid height was determined by GEOID03.
 AJ1456
 AJ1456;                    North         East     Units Scale Factor Converg.
 AJ1456;SPC TX S     - 5,186,138.938   276,768.974   MT  0.99991290   -0 06 23.8
 AJ1456;SPC TX S     -17,014,857.50    908,032.88   sFT  0.99991290   -0 06 23.8
 AJ1456;UTM  14      - 3,024,846.989   526,230.908   MT  0.99960849   +0 07 18.6
 AJ1456
 AJ1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1456!SPC TX S     -   0.99997224  x   0.99991290  =   0.99988514
 AJ1456!UTM  14      -   0.99997224  x   0.99960849  =   0.99958074
 AJ1456
 AJ1456:                Primary Azimuth Mark                     Grid Az
 AJ1456:SPC TX S     -  HEBBPORT                                 314 21 25.3
 AJ1456:UTM  14      -  HEBBPORT                                 314 07 42.9
 AJ1456
 AJ1456|---------------------------------------------------------------------|
 AJ1456| PID    Reference Object                     Distance      Geod. Az  |
 AJ1456|                                                           dddmmss.s |
 AJ1456| AJ1455 HEBBPORT                            APPROX. 0.8 KM 3141501.5 |
 AJ1456|---------------------------------------------------------------------|
 AJ1456
 AJ1456                          SUPERSEDED SURVEY CONTROL
 AJ1456
 AJ1456  ELLIP H (02/19/97)  176.83   (m)                       GP(       ) 5 2
 AJ1456  NAD 83(1993)-  27 20 47.55404(N)    098 44 05.26662(W) AD(       ) 3
 AJ1456  ELLIP H (02/16/96)  176.79   (m)                       GP(       ) 5 1
 AJ1456  NAD 83(1986)-  27 20 47.56035(N)    098 44 05.24938(W) AD(       ) 3
 AJ1456  NAD 27      -  27 20 46.51850(N)    098 44 04.21468(W) AD(       ) 3
 AJ1456  NGVD 29 (12/08/88)  201.8    (m)          662.     (f) GPS OBS        
 AJ1456
 AJ1456.Superseded values are not recommended for survey control.
 AJ1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1456.See file dsdata.txt to determine how the superseded data were derived.
 AJ1456
 AJ1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2623124847(NAD 83)
 AJ1456_MARKER: I = METAL ROD
 AJ1456_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ1456_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AJ1456_STAMPING: HEBBPORT AZ MK 1988
 AJ1456_MARK LOGO: NGS   
 AJ1456_PROJECTION: FLUSH
 AJ1456_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1456+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1995
 AJ1456_ROD/PIPE-DEPTH: 2.80 meters
 AJ1456_SLEEVE-DEPTH  : 0.9 meters
 AJ1456
 AJ1456  HISTORY     - Date     Condition        Report By
 AJ1456  HISTORY     - 1988     MONUMENTED       NGS
 AJ1456  HISTORY     - 19950412 GOOD             NGS
 AJ1456
 AJ1456                          STATION DESCRIPTION
 AJ1456
 AJ1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AJ1456'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHWEST OF HEBBRONVILLE,
 AJ1456'0.6 KM (0.35 MI) SOUTH OF THE DUVAL-JIM HOGG COUNTY LINE AT THE JIM
 AJ1456'HOGG COUNTY AIRPORT.  OWNERSHIP--JIM HOGG COUNTY, ROMER VASQUE,
 AJ1456'COUNTY JUDGE, HEBBRONVILLE TX. 78361.  THE AIRPORT MANAGER IS GENE
 AJ1456'LONG, TELEPHONE NUMBER 512-527-4015.
 AJ1456'TO REACH THE STATION FROM THE COURTHOUSE IN HEBBRONVILLE.  GO NORTH ON
 AJ1456'STATE HIGHWAYS 16 AND 359 FOR 0.48 KM (0.30 MI) TO A CROSS STREET.
 AJ1456'TURN LEFT AND GO WEST ON STATE HIGHWAY 359 FOR 8.21 KM (5.10 MI) TO
 AJ1456'THE AIRPORT ENTRANCE ON THE RIGHT.  GO NORTHEAST ON THE ENTRANCE ROAD
 AJ1456'FOR 0.32 KM (0.20 MI) TO THE ROADS END, AT A GATE AND THE OFFICE ON
 AJ1456'THE LEFT.  TURN LEFT THROUGH THE GATE, THEN RIGHT, EAST ACROSS THE
 AJ1456'TARMAC FOR 0.08 KM (0.05 MI) TO A FENCE CORNER.  GO SOUTHEAST ALONG
 AJ1456'THE OUTER PERIMETER OF THE FENCE FOR 0.8 KM (0.50 MI) TO A RAISED
 AJ1456'AREA OF GROUND AND THE AZIMUTH MARK, IN LINE WITH A WINDMILL.
 AJ1456'THE STATION IS SET 21.1 M (69.2 FT) NORTHWEST OF A FENCE POST AND 0.8M
 AJ1456'(2.6 FT) NORTHEAST OF THE FENCE.
 AJ1456'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ1456'DESCRIBED BY G.R.H.
 AJ1456
 AJ1456                          STATION RECOVERY (1995)
 AJ1456
 AJ1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AJ1456'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHWEST OF HEBBRONVILLE,
 AJ1456'0.6 KM (0.35 MI) SOUTH OF THE DUVAL-JIM HOGG COUNTY LINE AT THE JIM
 AJ1456'HOGG COUNTY AIRPORT.  ABOUT 0.8 KM (0.50 MI) SOUTHEAST OF HEBBPORT
 AJ1456'ALONG THE TAXI, TO A WINDMILL AND HIGH BANK ON THE RIGHT, THE STATION
 AJ1456'IS ON TOP OF THE HIGH BANK, IN LINE WITH THE WINDMILL, AND 0.8 M (2.6
 AJ1456'FT) NORTHEAST OF A BOUNDRY FENCE.  OWNERSHIP--JIM HOGG COUNTY, ROMER
 AJ1456'VASQUE, COUNTY JUDGE HEBBRONVILLE, TX.  78361.  AIRPORT MANAGER GENE
 AJ1456'LONG, PHONE 512-527-4015 TO REACH THE STATION FROM THE COURTHOUSE IN
 AJ1456'HEBBRONVILLE.  GO NORTH ON STATE HIGHWAYS 16 AND 359, 0.48 KM (0.30
 AJ1456'MI) TO A CROSS STREET.  TURN LEFT, WEST, 8.21 KM (5.10 MI) ALONG
 AJ1456'HIGHWAY 359 TO THE AIRPORT ENTRANCE ON THE RIGHT. TURN RIGHT,
 AJ1456'NORTHEASTERLY, 0.33 KM (0.20 MI) ALONG ENTRANCE ROAD TO A GATE AND THE
 AJ1456'OFFICE ON THE LEFT.  TURN LEFT THROUGH THE GATE, THEN RIGHT, EAST,
 AJ1456'0.08 KM (0.05 MI) ACROSS THE APRON TO A TAXI.  TURN RIGHT, SOUTHEAST,
 AJ1456'0.82 KM (0.50 MI) ALONG THE TAXI TO HIGH GROUND AND THE STATION ON THE
 AJ1456'RIGHT, IN LINE WITH THE WINDMILL.  STATION IS 21.1 M (69.2 FT)
 AJ1456'NORTHWEST OF A FENCE POST, 17.4 M (57.1 FT) SOUTHWEST OF THE TAXI
 AJ1456'CENTER, 2.2 M (7.2 FT) ABOVE THE LEVEL OF THE TAXI, 0.8 M (2.6 FT)
 AJ1456'NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AJ1456'POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS
 AJ1456'A REQUIREMENTS.  MARK IS A SAC STATION.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1294 ***********************************************************************
 AJ1294  DESIGNATION -  HEBBRON
 AJ1294  PID         -  AJ1294
 AJ1294  STATE/COUNTY-  TX/JIM HOGG
 AJ1294  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1294
 AJ1294                         *CURRENT SURVEY CONTROL
 AJ1294  ___________________________________________________________________
 AJ1294* NAD 83(1993)-  27 16 23.77827(N)    098 39 44.13093(W)     ADJUSTED  
 AJ1294* NAVD 88     -       169.5    (meters)     556.     (feet)  VERTCON   
 AJ1294  ___________________________________________________________________
 AJ1294  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AJ1294  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AJ1294
 AJ1294  HORZ ORDER  -  FIRST
 AJ1294
 AJ1294.The horizontal coordinates were established by classical geodetic methods
 AJ1294.and adjusted by the National Geodetic Survey in February 1996..
 AJ1294
 AJ1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1294
 AJ1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1294
 AJ1294.The geoid height was determined by GEOID03.
 AJ1294
 AJ1294;                    North         East     Units Scale Factor Converg.
 AJ1294;SPC TX S     - 5,178,009.231   283,935.668   MT  0.99990603   -0 04 25.2
 AJ1294;SPC TX S     -16,988,185.29    931,545.60   sFT  0.99990603   -0 04 25.2
 AJ1294;UTM  14      - 3,016,748.337   533,427.811   MT  0.99961379   +0 09 17.2
 AJ1294
 AJ1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1294!SPC TX S     -   0.99997730  x   0.99990603  =   0.99988334
 AJ1294!UTM  14      -   0.99997730  x   0.99961379  =   0.99959110
 AJ1294
 AJ1294:                Primary Azimuth Mark                     Grid Az
 AJ1294:SPC TX S     -  HEBBRONVILLE CARL DOERFLER MST           000 26 03.2
 AJ1294:UTM  14      -  HEBBRONVILLE CARL DOERFLER MST           000 12 20.8
 AJ1294
 AJ1294|---------------------------------------------------------------------|
 AJ1294| PID    Reference Object                     Distance      Geod. Az  |
 AJ1294|                                                           dddmmss.s |
 AJ1294| AJ1293 HEBBRONVILLE CARL DOERFLER MST      APPROX. 3.2 KM 0002138.0 |
 AJ1294| CV3283 HEBBRON AZ MK RESET                                0164701.1 |
 AJ1294| CV3285 HEBBRON RM 2                         40.787 METERS 09052     |
 AJ1294| CV3282 HEBBRON AZ MK                                      1813047.0 |
 AJ1294| CV3286 HEBBRON RM 3                         39.205 METERS 21947     |
 AJ1294| CV3287 HEBBRON RM 4                         51.493 METERS 33006     |
 AJ1294| AJ1291 HEBBRONVILLE ST HWY DEPT TWR        APPROX. 3.3 KM 3371240.9 |
 AJ1294| AJ1289 HEBBRONVILLE R JOHNSON MAST         APPROX. 3.4 KM 3411752.9 |
 AJ1294| AJ1290 HEBBRONVILLE UTILITIES INC TK       APPROX. 4.4 KM 3434846.3 |
 AJ1294| CV3284 HEBBRON RM 1                         29.162 METERS 35328     |
 AJ1294|---------------------------------------------------------------------|
 AJ1294
 AJ1294                          SUPERSEDED SURVEY CONTROL
 AJ1294
 AJ1294  NAD 83(1986)-  27 16 23.78320(N)    098 39 44.10344(W) AD(       ) 1
 AJ1294  NAD 27      -  27 16 22.63300(N)    098 39 43.03900(W) AD(       ) 1
 AJ1294  NGVD 29 (07/19/86)  169.5    (m)          556.     (f) VERT ANG       
 AJ1294
 AJ1294.Superseded values are not recommended for survey control.
 AJ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1294.See file dsdata.txt to determine how the superseded data were derived.
 AJ1294
 AJ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3342816748(NAD 83)
 AJ1294_MARKER: DS = TRIANGULATION STATION DISK
 AJ1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1294_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1294
 AJ1294  HISTORY     - Date     Condition        Report By
 AJ1294  HISTORY     - 1935     MONUMENTED       CGS
 AJ1294  HISTORY     - 1938     GOOD             CGS
 AJ1294  HISTORY     - 1961     SEE DESCRIPTION  CGS
 AJ1294  HISTORY     - 1969     GOOD             CGS
 AJ1294  HISTORY     - 1974     GOOD             NGS
 AJ1294
 AJ1294                          STATION DESCRIPTION
 AJ1294
 AJ1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1294'STATION IS LOCATED 2.5 MILES SSE OF HEBBRONVILLE, 7-3/4
 AJ1294'MILES W OF THE BROOKS-JIM HOGG COUNTY LINE AND 5-1/4 MILES
 AJ1294'S OF THE DUVAL-JIM HOGG COUNTY LINE, ON THE HEBBRONVILLE-AQUA
 AJ1294'NUEVA ROAD, MARK IS SET 12 FEET E OF RIGHT-OF-WAY FENCE
 AJ1294'OF ROAD, 47 FEET S OF S POST OF GATE.  MARK IS 2 INCHES
 AJ1294'BELOW SURFACE OF GROUND.
 AJ1294'
 AJ1294'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1294'BRONZE DISKS SET IN CONCRETE.
 AJ1294'
 AJ1294'REFERENCE MARK NO. 1 IS SET 3 FEET E OF N-S FENCE LINE,
 AJ1294'35 FEET N OF N POST OF GATE.
 AJ1294'
 AJ1294'REFERENCE MARK NO. 2 IS E OF STATION IN PASTURE LAND.
 AJ1294'
 AJ1294'AZIMUTH MARK IS SSW OF STATION 0.8 MILE.
 AJ1294'
 AJ1294'REFERENCE AND AZIMUTH MARKS PROJECT ABOUT 10 INCHES.
 AJ1294'
 AJ1294'REACHED FROM STATION BY GOING S ON ROAD PAST STATION FOR
 AJ1294'0.8 MILE TO AZIMUTH MARK IN W RIGHT-OF-WAY FENCE.
 AJ1294'
 AJ1294'REACHED FROM POST OFFICE IN HEBBRONVILLE BY GOING E ON MAIN
 AJ1294'STREET WHICH IS ALSO STATE HIGHWAY 12 FOR 0.25 MILE AND
 AJ1294'KEEP STRAIGHT AHEAD WHERE STATE HIGHWAY 12 TURNS N.  GO ONE
 AJ1294'MILE E AND S AND KEEP STRAIGHT AHEAD, S AT T-ROAD LEFT, E
 AJ1294'AND ARROW FALFURRIAS 42 MILES.  GO 1.75 MILES TO A LONE
 AJ1294'TREE AND GATE ON LEFT, AT A SMALL HUMP IN ROAD AND STATION.
 AJ1294'
 AJ1294'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AJ1294
 AJ1294                          STATION RECOVERY (1938)
 AJ1294
 AJ1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GLJ)
 AJ1294'STATION RECOVERED IN GOOD CONDITION.
 AJ1294
 AJ1294                          STATION RECOVERY (1961)
 AJ1294
 AJ1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1294'THE UNDERGROUND STATION MARK AND REFERENCE MARKS WERE RECOVERED
 AJ1294'IN GOOD CONDITION.  THE STATION SURFACE MARK WAS FOUND OUT
 AJ1294'OF POSITION.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.
 AJ1294'BY REQUEST OF LAND OWNER, THE SURFACE STATION MARK WAS SET
 AJ1294'BELOW PLOW DEPTH AND THE REFERENCE MARKS WERE DESTROYED.
 AJ1294'
 AJ1294'THE UNDERGROUND STATION MARK WAS HELD IN TACT AND A NEW
 AJ1294'SURFACE STATION MARK WAS SET.  TWO NEW REFERENCE MARKS,
 AJ1294'AND A NEW AZIMUTH MARK WERE SET.
 AJ1294'
 AJ1294'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AJ1294'
 AJ1294'THE STATION IS ABOUT 1 MILE EAST AND 2 MILES SOUTH OF
 AJ1294'HEBBRONVILLE, AT THE EAST SIDE OF FARM ROAD 1017, AND ON LAND
 AJ1294'OWNED BY MR. CATTLE.
 AJ1294'
 AJ1294'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 285
 AJ1294'AND FARM ROAD 1017 ABOUT 1 MILE EAST OF HEBBRONVILLE, GO
 AJ1294'SOUTH ON FARM ROAD 1017 FOR 2.0 MILES TO A DRIVEWAY WHICH
 AJ1294'LEADS EAST TO A RANCH HOUSE.  TURN LEFT, CROSS OVER THE CATTLE
 AJ1294'GUARD AND GO ABOUT 50 FEET TO A TRACK ROAD ON THE LEFT.  TURN
 AJ1294'LEFT, GO NORTH ALONG THE EAST SIDE OF THE RIGHT-OF-WAY FENCE
 AJ1294'FOR 0.25 MILE TO THE STATION.
 AJ1294'
 AJ1294'STATION MARKS ARE STANDARD DISKS SET IN CONCRETE.  THE SURFACE
 AJ1294'DISK IS STAMPED HEBBRON 1935 1961, SET IN A SQUARE CONCRETE
 AJ1294'POST 16 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 134
 AJ1294'FEET EAST OF THE CENTER OF FARM ROAD 1017, 93 FEET EAST
 AJ1294'OF A TELEPHONE POLE AND ABOUT 40 FEET SOUTHEAST OF THE HIGHEST
 AJ1294'POINT OF SAND DUNE.  THE SUB-SURFACE DISK IS STAMPED HEBBRON
 AJ1294'1935, SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 AJ1294'THE SURFACE OF THE GROUND.
 AJ1294'
 AJ1294'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HEBBRON NO 3
 AJ1294'1935 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 AJ1294'INCHES.  IT IS 64 FEET SOUTH OF THE TELEPHONE POST, 51 FEET
 AJ1294'EAST OF THE CENTER OF FARM ROAD 1017, AND 1 FOOT EAST OF
 AJ1294'THE RIGHT-OF-WAY FENCE.
 AJ1294'
 AJ1294'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HEBBRON NO 4
 AJ1294'1935 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1294'2 INCHES.  IT IS 51 FEET EAST OF THE CENTER OF FARM ROAD
 AJ1294'1017, 8 FEET NORTH OF A TELEPHONE POLE WITH A SMALL TRIANGULAR
 AJ1294'BLAZE AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 AJ1294'
 AJ1294'AZIMUTH MARK, A STANDARD DISK STAMPED HEBBRON 1935 RESET
 AJ1294'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AJ1294'IT IS ABOUT 0.2 MILE EAST OF FARM ROAD 1017, ABOUT 20 FEET
 AJ1294'SOUTHEAST OF A SMALL GROUP OF 8-INCH TREES, 2-1/2 FEET EAST
 AJ1294'OF A FENCE POST AND 2 FEET WEST OF A METAL WITNESS POST.
 AJ1294'
 AJ1294'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 AJ1294'THE EAST SIDE OF THE RIGHT-OF-WAY FENCE FOR 0.5 MILE TO AN
 AJ1294'EAST-WEST FENCE.  TURN RIGHT, GO EAST ALONG THE SOUTH SIDE
 AJ1294'OF FENCE FOR 0.2 MILE TO THE AZIMUTH MARK.
 AJ1294'
 AJ1294'REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
 AJ1294
 AJ1294                          STATION RECOVERY (1969)
 AJ1294
 AJ1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AJ1294'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 AJ1294'A METAL WITNESS POST WAS SET 1 FOOT WEST OF REFERENCE MARK 4.
 AJ1294'
 AJ1294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2
 AJ1294'MILES SOUTHEAST OF HEBBRONVILLE
 AJ1294
 AJ1294                          STATION RECOVERY (1974)
 AJ1294
 AJ1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1294'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK
 AJ1294'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO ALL MARKS
 AJ1294'CHECKED FAVORABLY TO THE OLD DATA.  A DIFFERENCE OF 0.014
 AJ1294'METERS OR 0.43 FEET SHORTER IN THE DISTANCE TO REFERENCE
 AJ1294'MARK 3 AND A DIFFERENCE OF 0.033 METERS OR 0.11 FEET SHORTER
 AJ1294'IN THE DISTANCE TO REFERENCE MARK 4 WAS NOTED.  DUE TO THE
 AJ1294'ABOVE CHANGES AND ROAD CHANGES A NEW DESCRIPTION FOLLOWS.
 AJ1294'
 AJ1294'THE STATION IS ABOUT 11 MILES EAST AND 10-1/2 MILES SOUTH
 AJ1294'OF BRUNI, 2-1/2 MILES SOUTH AND 1 MILE EAST OF HEBBRONVILLE
 AJ1294'ON THE EAST SIDE OF FARM ROAD 1017 AND ON PROPERTY OWNED
 AJ1294'BY MRS. P.B. HARBISON, TELEPHONE NUMBER 527-3825.
 AJ1294'
 AJ1294'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AJ1294'359, 285 AND 16 AT THE TRAFFIC LIGHT IN HEBBRONVILLE, GO
 AJ1294'SOUTH ON HIGHWAYS 16 AND 285 FOR 0.35 MILE TO WHERE HIGHWAY
 AJ1294'16 CONTINUES STRAIGHT AHEAD AND 285 TURNS LEFT.  TURN LEFT
 AJ1294'AND GO EAST ON HIGHWAY 285 FOR 1.0 MILES TO THE JUNCTION OF
 AJ1294'FARM ROAD 1017.  TURN RIGHT AND GO SOUTH ON ROAD 1017 FOR
 AJ1294'1.7 MILES TO THE STATION ON THE LEFT.
 AJ1294'
 AJ1294'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 AJ1294'ACROSS A SANDY OPEN FIELD FOR 0.5 MILE TO AN EAST-WEST FENCE
 AJ1294'AND THE MARK.
 AJ1294'
 AJ1294'STATION MARK IS A STANDARD DISK, STAMPED HEBBRON 1935 1961,
 AJ1294'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 AJ1294'IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 134.0 FEET
 AJ1294'EAST OF THE CENTER OF FARM ROAD 1017 AND 84.0 FEET EAST OF
 AJ1294'A FENCE.
 AJ1294'
 AJ1294'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HEBBRON 1935
 AJ1294'NO 3 1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT,
 AJ1294'THAT IS FLUSH WITH THE GROUND.  IT IS 50.5 FEET EAST OF THE
 AJ1294'CENTER OF FARM ROAD 1017, 1 FOOT EAST OF THE FENCE AND ABOUT
 AJ1294'3 FEET LOWER THAN THE STATION.
 AJ1294'
 AJ1294'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED HEBBRON 1935
 AJ1294'NO 4 1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT,
 AJ1294'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 51.0 FEET
 AJ1294'EAST OF THE CENTER OF FARM ROAD 1017, 7.7 FEET NORTH-NORTHEAST
 AJ1294'OF A TELEPHONE LINE POLE, 3.0 FEET EAST OF THE FENCE, 3.0
 AJ1294'FEET EAST OF A WITNESS POST AND ABOUT 4 FEET LOWER THAN
 AJ1294'THE STATION.
 AJ1294'
 AJ1294'AZIMUTH MARK IS A STANDARD DISK, STAMPED HEBBRON 1935 1961
 AJ1294'RESET, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT.
 AJ1294'IT IS 2.0 FEET SOUTH OF A WITNESS POST AND 2.0 FEET SOUTH OF
 AJ1294'A FENCE.
 AJ1294'
 AJ1294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 AJ1294'SOUTH-SOUTHEAST OF HEBBRONVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1298 ***********************************************************************
 AJ1298  DESIGNATION -  HEBBRONVILLE CABLE TV MAST
 AJ1298  PID         -  AJ1298
 AJ1298  STATE/COUNTY-  TX/JIM HOGG
 AJ1298  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1298
 AJ1298                         *CURRENT SURVEY CONTROL
 AJ1298  ___________________________________________________________________
 AJ1298* NAD 83(1993)-  27 18 47.20456(N)    098 39 52.83862(W)     ADJUSTED  
 AJ1298* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1298  ___________________________________________________________________
 AJ1298  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AJ1298  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AJ1298
 AJ1298  HORZ ORDER  -  THIRD
 AJ1298
 AJ1298.The horizontal coordinates were established by classical geodetic methods
 AJ1298.and adjusted by the National Geodetic Survey in February 1996..
 AJ1298
 AJ1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1298
 AJ1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1298
 AJ1298.The geoid height was determined by GEOID03.
 AJ1298
 AJ1298;                    North         East     Units Scale Factor Converg.
 AJ1298;SPC TX S     - 5,182,423.797   283,701.956   MT  0.99990956   -0 04 29.2
 AJ1298;SPC TX S     -17,002,668.74    930,778.83   sFT  0.99990956   -0 04 29.2
 AJ1298;UTM  14      - 3,021,160.639   533,176.566   MT  0.99961359   +0 09 13.9
 AJ1298
 AJ1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1298!SPC TX S     -   1.00000394  x   0.99990956  =   0.99991350
 AJ1298!UTM  14      -   1.00000394  x   0.99961359  =   0.99961752
 AJ1298
 AJ1298                          SUPERSEDED SURVEY CONTROL
 AJ1298
 AJ1298  NAD 83(1986)-  27 18 47.20950(N)    098 39 52.81141(W) AD(       ) 4
 AJ1298  NAD 27      -  27 18 46.06615(N)    098 39 51.74914(W) AD(       ) 3
 AJ1298  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1298
 AJ1298.Superseded values are not recommended for survey control.
 AJ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1298.See file dsdata.txt to determine how the superseded data were derived.
 AJ1298
 AJ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3317721161(NAD 83)
 AJ1298_MARKER: 42 = RADIO/TV MAST
 AJ1298
 AJ1298  HISTORY     - Date     Condition        Report By
 AJ1298  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1298
 AJ1298                          STATION DESCRIPTION
 AJ1298
 AJ1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1298'THE STATION, HEBBRONVILLE CABLE TELEVISION MAST, IS THE CENTER OF THE
 AJ1298'TOP OF A 250 FEET HIGH, STEEL, GUYED MAST THAT IS PAINTED
 AJ1298'ALTERNATELY RED AND WHITE AND IS OWNED BY CABLEVISION, INCORPORATED,
 AJ1298'104 WEST TILLEY STREET IN HEBBRONVILLE.
 AJ1298'
 AJ1298'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 285 AND FARM ROAD 1017,
 AJ1298'WHICH IS ABOUT 1.5 MILES SOUTHEAST OF HEBBRONVILLE, GO NORTH ON ROAD
 AJ1298'1017 FOR 0.3 MILE TO WHERE THE PAVED ROAD TURNS LEFT AND A GRAVELED
 AJ1298'ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE NORTH ON THE GRAVELED
 AJ1298'ROAD FOR 0.7 MILE TO WHERE THE GRAVELED ROAD TURNS RIGHT AND THE
 AJ1298'STATION ON THE LEFT.  IT IS ABOUT 250 FEET WEST OF THE CENTER OF
 AJ1298'THE GRAVELED ROAD AND ABOUT 700 FEET SOUTHEAST OF STATE HIGHWAY 359.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1293 ***********************************************************************
 AJ1293  DESIGNATION -  HEBBRONVILLE CARL DOERFLER MST
 AJ1293  PID         -  AJ1293
 AJ1293  STATE/COUNTY-  TX/JIM HOGG
 AJ1293  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1293
 AJ1293                         *CURRENT SURVEY CONTROL
 AJ1293  ___________________________________________________________________
 AJ1293* NAD 83(1993)-  27 18 06.35556(N)    098 39 43.40834(W)     ADJUSTED  
 AJ1293* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1293  ___________________________________________________________________
 AJ1293  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AJ1293  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AJ1293
 AJ1293  HORZ ORDER  -  THIRD
 AJ1293
 AJ1293.The horizontal coordinates were established by classical geodetic methods
 AJ1293.and adjusted by the National Geodetic Survey in February 1996..
 AJ1293
 AJ1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1293
 AJ1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1293
 AJ1293.The geoid height was determined by GEOID03.
 AJ1293
 AJ1293;                    North         East     Units Scale Factor Converg.
 AJ1293;SPC TX S     - 5,181,166.240   283,959.594   MT  0.99990851   -0 04 24.9
 AJ1293;SPC TX S     -16,998,542.91    931,624.10   sFT  0.99990851   -0 04 24.9
 AJ1293;UTM  14      - 3,019,904.491   533,439.142   MT  0.99961380   +0 09 18.0
 AJ1293
 AJ1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1293!SPC TX S     -   1.00000394  x   0.99990851  =   0.99991244
 AJ1293!UTM  14      -   1.00000394  x   0.99961380  =   0.99961773
 AJ1293
 AJ1293                          SUPERSEDED SURVEY CONTROL
 AJ1293
 AJ1293  NAD 83(1986)-  27 18 06.36050(N)    098 39 43.38107(W) AD(       ) 4
 AJ1293  NAD 27      -  27 18 05.21600(N)    098 39 42.31700(W) AD(       ) 3
 AJ1293  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1293
 AJ1293.Superseded values are not recommended for survey control.
 AJ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1293.See file dsdata.txt to determine how the superseded data were derived.
 AJ1293
 AJ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3343919904(NAD 83)
 AJ1293_MARKER: 42 = RADIO/TV MAST
 AJ1293
 AJ1293  HISTORY     - Date     Condition        Report By
 AJ1293  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1293  HISTORY     - 1974     GOOD             NGS
 AJ1293
 AJ1293                          STATION DESCRIPTION
 AJ1293
 AJ1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1293'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS 1 MILE EAST OF
 AJ1293'HEBBRONVILLE AND 0.3 MILE NORTHEAST OF THE INTERSECTION OF
 AJ1293'STATE HIGHWAY 285 AND FARM ROAD 1017.
 AJ1293'
 AJ1293'THE MAST IS A GUYED STEEL STRUCTURE, PAINTED RED AND WHITE,
 AJ1293'360 FEET HIGH.
 AJ1293
 AJ1293                          STATION RECOVERY (1974)
 AJ1293
 AJ1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1293'THE STATION, HEBBRONVILLE CARL DOERFLER RADIO MAST 1961 IS
 AJ1293'THE CENTER OF THE TOP OF A 406 FEET HIGH, STEEL, GUYED MAST THAT
 AJ1293'IS PAINTED ALTERNATELY RED AND WHITE AND IS OWNED BY CARL
 AJ1293'AND ROBERT DOERFLER WHO LIVE AT THE CORNER OF WEST LINAR STREET
 AJ1293'AND HOUSTON AVENUE IN HEBBRONVILLE.
 AJ1293'
 AJ1293'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 285 AND FARM ROAD
 AJ1293'1017, WHICH IS ABOUT 1.5 MILES SOUTHEAST OF HEBBRONVILLE, GO NORTH
 AJ1293'ON ROAD 1017 FOR 0.15 MILE TO THE STATION ON THE RIGHT.  IT IS
 AJ1293'ABOUT 400 FEET EAST OF ROAD 1017.
 AJ1293'
 AJ1293'NOTE.  THE 1961 DESCRIPTION STATES THAT THE MAST IS 360 FEET HIGH.
 AJ1293'HOWEVER, IT IS 406 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1292 ***********************************************************************
 AJ1292  DESIGNATION -  HEBBRONVILLE CATH CH CROSS
 AJ1292  PID         -  AJ1292
 AJ1292  STATE/COUNTY-  TX/JIM HOGG
 AJ1292  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1292
 AJ1292                         *CURRENT SURVEY CONTROL
 AJ1292  ___________________________________________________________________
 AJ1292* NAD 83(1993)-  27 18 30.32335(N)    098 40 22.75781(W)     ADJUSTED  
 AJ1292* NAVD 88     -                                                        
 AJ1292  ___________________________________________________________________
 AJ1292  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AJ1292  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ1292
 AJ1292  HORZ ORDER  -  THIRD
 AJ1292
 AJ1292.The horizontal coordinates were established by classical geodetic methods
 AJ1292.and adjusted by the National Geodetic Survey in February 1996..
 AJ1292
 AJ1292
 AJ1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1292
 AJ1292.The geoid height was determined by GEOID03.
 AJ1292
 AJ1292;                    North         East     Units Scale Factor Converg.
 AJ1292;SPC TX S     - 5,181,905.339   282,878.720   MT  0.99990912   -0 04 42.7
 AJ1292;SPC TX S     -17,000,967.77    928,077.93   sFT  0.99990912   -0 04 42.7
 AJ1292;UTM  14      - 3,020,639.055   532,355.648   MT  0.99961292   +0 09 00.1
 AJ1292
 AJ1292                          SUPERSEDED SURVEY CONTROL
 AJ1292
 AJ1292  NAD 83(1986)-  27 18 30.32830(N)    098 40 22.73052(W) AD(       ) 4
 AJ1292  NAD 27      -  27 18 29.18200(N)    098 40 21.66500(W) AD(       ) 3
 AJ1292
 AJ1292.Superseded values are not recommended for survey control.
 AJ1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1292.See file dsdata.txt to determine how the superseded data were derived.
 AJ1292
 AJ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3235620639(NAD 83)
 AJ1292_MARKER: 91 = CHURCH CROSS
 AJ1292
 AJ1292  HISTORY     - Date     Condition        Report By
 AJ1292  HISTORY     - 1935     FIRST OBSERVED   CGS
 AJ1292  HISTORY     - 1974     GOOD             NGS
 AJ1292
 AJ1292                          STATION DESCRIPTION
 AJ1292
 AJ1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1292'POINT OBSERVED UPON WAS TIP OF CROSS ON WOOD SHINGLED BELFRY
 AJ1292'ON THE CATHOLIC CHURCH IN HEBBRONVILLE.  CHURCH IS LOCATED
 AJ1292'TWO BLOCKS E FROM MAIN STREET IN CENTRAL PORTION OF TOWN.
 AJ1292'
 AJ1292'STATION OBSERVED FROM HEBBRONVILLE MAGNETIC STATION ECC.,
 AJ1292'STAR AND HEBBRON.
 AJ1292
 AJ1292                          STATION RECOVERY (1974)
 AJ1292
 AJ1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1292'THE STATION WAS RECOVERED.  IT IS THE MOST NORTHERLY AND HIGHEST
 AJ1292'OF 3 CROSSES ON THE CATHOLIC CHURCH WHICH IS LOCATED AT THE
 AJ1292'CORNER OF EAST SANTA CLARA STREET AND NORTH HICKORY AVENUE
 AJ1292'IN THE NORTHEAST PART OF HEBBRONVILLE.  THE CROSS IS ABOUT 80
 AJ1292'FEET HIGH AND IS MOUNTED ATOP A DOME THAT IS BLUE WITH 8
 AJ1292'WHITE CROSSES IN A ROW AROUND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1301 ***********************************************************************
 AJ1301  DESIGNATION -  HEBBRONVILLE COUNTY MAST
 AJ1301  PID         -  AJ1301
 AJ1301  STATE/COUNTY-  TX/JIM HOGG
 AJ1301  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1301
 AJ1301                         *CURRENT SURVEY CONTROL
 AJ1301  ___________________________________________________________________
 AJ1301* NAD 83(1993)-  27 18 36.00037(N)    098 41 59.69792(W)     ADJUSTED  
 AJ1301* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1301  ___________________________________________________________________
 AJ1301  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AJ1301  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AJ1301
 AJ1301  HORZ ORDER  -  THIRD
 AJ1301
 AJ1301.The horizontal coordinates were established by classical geodetic methods
 AJ1301.and adjusted by the National Geodetic Survey in February 1996..
 AJ1301
 AJ1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1301
 AJ1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1301
 AJ1301.The geoid height was determined by GEOID03.
 AJ1301
 AJ1301;                    North         East     Units Scale Factor Converg.
 AJ1301;SPC TX S     - 5,182,084.000   280,213.855   MT  0.99990927   -0 05 26.7
 AJ1301;SPC TX S     -17,001,553.92    919,334.96   sFT  0.99990927   -0 05 26.7
 AJ1301;UTM  14      - 3,020,807.036   529,690.885   MT  0.99961088   +0 08 15.7
 AJ1301
 AJ1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1301!SPC TX S     -   1.00000393  x   0.99990927  =   0.99991319
 AJ1301!UTM  14      -   1.00000393  x   0.99961088  =   0.99961480
 AJ1301
 AJ1301                          SUPERSEDED SURVEY CONTROL
 AJ1301
 AJ1301  NAD 83(1986)-  27 18 36.00512(N)    098 41 59.67070(W) AD(       ) 4
 AJ1301  NAD 27      -  27 18 34.85975(N)    098 41 58.60685(W) AD(       ) 3
 AJ1301  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1301
 AJ1301.Superseded values are not recommended for survey control.
 AJ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1301.See file dsdata.txt to determine how the superseded data were derived.
 AJ1301
 AJ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2969120807(NAD 83)
 AJ1301_MARKER: 42 = RADIO/TV MAST
 AJ1301
 AJ1301  HISTORY     - Date     Condition        Report By
 AJ1301  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1301
 AJ1301                          STATION DESCRIPTION
 AJ1301
 AJ1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1301'THE STATION, HEBBRONVILLE, JIM HOGG COUNTY RADIO MAST, IS THE CENTER
 AJ1301'OF THE TOP OF A STEEL, GUYED, MAST THAT IS PAINTED ALTERNATELY RED
 AJ1301'AND WHITE AND IS 280 FEET HIGH.
 AJ1301'
 AJ1301'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 359 IN
 AJ1301'HEBBRONVILLE, GO NORTHWESTERLY ON HIGHWAY 359 FOR 1.2 MILES TO THE
 AJ1301'ENTRANCE TO THE GARNER RANCH ON THE LEFT AND THE MAST ON THE LEFT.
 AJ1301'IT IS ABOUT 0.4 MILE SOUTHWEST OF HIGHWAY 359 AND ON 4 ACRES SOLD TO
 AJ1301'THE COUNTY BY THE GARNER RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1297 ***********************************************************************
 AJ1297  DESIGNATION -  HEBBRONVILLE DOERFLER N MAST
 AJ1297  PID         -  AJ1297
 AJ1297  STATE/COUNTY-  TX/JIM HOGG
 AJ1297  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1297
 AJ1297                         *CURRENT SURVEY CONTROL
 AJ1297  ___________________________________________________________________
 AJ1297* NAD 83(1993)-  27 18 33.82642(N)    098 39 51.32896(W)     ADJUSTED  
 AJ1297* NAVD 88     -                                                        
 AJ1297  ___________________________________________________________________
 AJ1297  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AJ1297  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AJ1297
 AJ1297  HORZ ORDER  -  THIRD
 AJ1297
 AJ1297.The horizontal coordinates were established by classical geodetic methods
 AJ1297.and adjusted by the National Geodetic Survey in February 1996..
 AJ1297
 AJ1297
 AJ1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1297
 AJ1297.The geoid height was determined by GEOID03.
 AJ1297
 AJ1297;                    North         East     Units Scale Factor Converg.
 AJ1297;SPC TX S     - 5,182,012.000   283,742.923   MT  0.99990921   -0 04 28.5
 AJ1297;SPC TX S     -17,001,317.70    930,913.24   sFT  0.99990921   -0 04 28.5
 AJ1297;UTM  14      - 3,020,749.130   533,219.163   MT  0.99961362   +0 09 14.5
 AJ1297
 AJ1297                          SUPERSEDED SURVEY CONTROL
 AJ1297
 AJ1297  NAD 83(1986)-  27 18 33.83141(N)    098 39 51.30158(W) AD(       ) 4
 AJ1297  NAD 27      -  27 18 32.68748(N)    098 39 50.23851(W) AD(       ) 3
 AJ1297
 AJ1297.Superseded values are not recommended for survey control.
 AJ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1297.See file dsdata.txt to determine how the superseded data were derived.
 AJ1297
 AJ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3321920749(NAD 83)
 AJ1297_MARKER: 42 = RADIO/TV MAST
 AJ1297
 AJ1297  HISTORY     - Date     Condition        Report By
 AJ1297  HISTORY     - 1974     FIRST OBSERVED   NGS
 AJ1297
 AJ1297                          STATION DESCRIPTION
 AJ1297
 AJ1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1297'THE STATION, HEBBRONVILLE RADIO MAST, IS THE CENTER OF THE TOP OF A
 AJ1297'STEEL, GUYED MAST THAT IS PAINTED ALTERNATELY RED AND WHITE, IS 410
 AJ1297'FEET HIGH AND IS OWNED BY ROBERT DOERFLER, WHO LIVES AT THE CORNER
 AJ1297'OF WEST LINAR STREET AND HOUSTON AVENUE IN HEBBRONVILLE.
 AJ1297'
 AJ1297'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 285 AND FARM ROAD 1017,
 AJ1297'WHICH IS ABOUT 1.5 MILES SOUTHEAST OF HEBBRONVILLE, GO NORTH ON ROAD
 AJ1297'1017 FOR 0.3 MILE TO WHERE THE PAVED ROAD TURNS LEFT AND A GRAVELED
 AJ1297'ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE NORTH ON THE GRAVELED
 AJ1297'ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT IN PASTURE LAND.  IT
 AJ1297'IS ABOUT 250 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND ABOUT
 AJ1297'300 FEET EAST OF THE SOUTHEAST CORNER OF OUR LADY OF GUADALUPE
 AJ1297'CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0571 ***********************************************************************
 AJ0571  DESIGNATION -  HEBBRONVILLE MAG ECC AZ MK
 AJ0571  PID         -  AJ0571
 AJ0571  STATE/COUNTY-  TX/JIM HOGG
 AJ0571  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0571
 AJ0571                         *CURRENT SURVEY CONTROL
 AJ0571  ___________________________________________________________________
 AJ0571* NAD 83(1986)-  27 17 51.     (N)    098 40 45.     (W)     SCALED    
 AJ0571* NAVD 88     -       170.607  (meters)     559.73   (feet)  ADJUSTED  
 AJ0571  ___________________________________________________________________
 AJ0571  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AJ0571  DYNAMIC HT  -         170.333 (meters)     558.83  (feet)  COMP
 AJ0571  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 AJ0571
 AJ0571  VERT ORDER  -  SECOND    CLASS 0
 AJ0571
 AJ0571.The horizontal coordinates were scaled from a topographic map and have
 AJ0571.an estimated accuracy of +/- 6 seconds.
 AJ0571
 AJ0571.The orthometric height was determined by differential leveling
 AJ0571.and adjusted by the National Geodetic Survey in June 1991..
 AJ0571
 AJ0571.The geoid height was determined by GEOID03.
 AJ0571
 AJ0571.The dynamic height is computed by dividing the NAVD 88
 AJ0571.geopotential number by the normal gravity value computed on the
 AJ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0571.degrees latitude (g = 980.6199 gals.).
 AJ0571
 AJ0571.The modeled gravity was interpolated from observed gravity values.
 AJ0571
 AJ0571;                    North         East    Units  Estimated Accuracy
 AJ0571;SPC TX S     - 5,180,700.      282,270.      MT  (+/- 180 meters Scaled)
 AJ0571
 AJ0571                          SUPERSEDED SURVEY CONTROL
 AJ0571
 AJ0571  NGVD 29 (??/??/92)  170.64   (m)          559.8    (f) COMPUTED    2 0
 AJ0571
 AJ0571.Superseded values are not recommended for survey control.
 AJ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0571.See file dsdata.txt to determine how the superseded data were derived.
 AJ0571
 AJ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR317194(NAD 83)
 AJ0571_MARKER: DZ = AZIMUTH MARK DISK
 AJ0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0571_STAMPING: HEBBRONVILLE MAG.ECC.1935 AZI.
 AJ0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0571+STABILITY: SURFACE MOTION
 AJ0571
 AJ0571  HISTORY     - Date     Condition        Report By
 AJ0571  HISTORY     - 1935     MONUMENTED       CGS
 AJ0571  HISTORY     - 1949     GOOD             NGS
 AJ0571
 AJ0571                          STATION DESCRIPTION
 AJ0571
 AJ0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AJ0571'IN HEBBRONVILLE.
 AJ0571'A STANDARD TRIANGULATION STATION REFERENCE DISK SET IN A CONCRETE
 AJ0571'MONUMENT PROJECTING ABOUT 8 INCHES, IN THE SOUTH PART OF HEBBRONVILLE.
 AJ0571'IT IS 185 FEET SOUTH OF THE CENTERLINE OF THE STREET AND HIGHWAY NO.
 AJ0571'496, NEAR THE CENTER OF THE END OF A DEAD-END LANE, 2 FEET NORTH OF
 AJ0571'THE END FENCE AND ABOUT 175 FEET NORTH OF THE OLD SWIMING POOL. NOTE--
 AJ0571'TO REACH FROM THE JUNCTION OF HIGHWAYS NOS. 59 AND 285 - GO SOUTH ON
 AJ0571'NO. 285, 0.3 MILE.  THEN TURN RIGHT AND GO WEST ON HIGHWAY NO. 496 0.3
 AJ0571'MILE TO THE OLD LANE LEADING SOUTH TO THE POOL AND THE MARK AS
 AJ0571'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0567 ***********************************************************************
 AJ0567  DESIGNATION -  HEBBRONVILLE MAG ECC RM 1
 AJ0567  PID         -  AJ0567
 AJ0567  STATE/COUNTY-  TX/JIM HOGG
 AJ0567  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0567
 AJ0567                         *CURRENT SURVEY CONTROL
 AJ0567  ___________________________________________________________________
 AJ0567* NAD 83(1986)-  27 18 37.     (N)    098 40 53.     (W)     SCALED    
 AJ0567* NAVD 88     -       172.218  (meters)     565.02   (feet)  ADJUSTED  
 AJ0567  ___________________________________________________________________
 AJ0567  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AJ0567  DYNAMIC HT  -         171.941 (meters)     564.11  (feet)  COMP
 AJ0567  MODELED GRAV-     979,035.8   (mgal)                       NAVD 88
 AJ0567
 AJ0567  VERT ORDER  -  SECOND    CLASS 0
 AJ0567
 AJ0567.The horizontal coordinates were scaled from a topographic map and have
 AJ0567.an estimated accuracy of +/- 6 seconds.
 AJ0567
 AJ0567.The orthometric height was determined by differential leveling
 AJ0567.and adjusted by the National Geodetic Survey in June 1991..
 AJ0567
 AJ0567.The geoid height was determined by GEOID03.
 AJ0567
 AJ0567.The dynamic height is computed by dividing the NAVD 88
 AJ0567.geopotential number by the normal gravity value computed on the
 AJ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0567.degrees latitude (g = 980.6199 gals.).
 AJ0567
 AJ0567.The modeled gravity was interpolated from observed gravity values.
 AJ0567
 AJ0567;                    North         East    Units  Estimated Accuracy
 AJ0567;SPC TX S     - 5,182,110.      282,050.      MT  (+/- 180 meters Scaled)
 AJ0567
 AJ0567                          SUPERSEDED SURVEY CONTROL
 AJ0567
 AJ0567  NGVD 29 (??/??/92)  172.250  (m)          565.12   (f) ADJ UNCH    2 0
 AJ0567
 AJ0567.Superseded values are not recommended for survey control.
 AJ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0567.See file dsdata.txt to determine how the superseded data were derived.
 AJ0567
 AJ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR315208(NAD 83)
 AJ0567_MARKER: DR = REFERENCE MARK DISK
 AJ0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0567_STAMPING: HEBBRONVILLE MAG.ECC.NO.1 1935
 AJ0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0567+STABILITY: SURFACE MOTION
 AJ0567
 AJ0567  HISTORY     - Date     Condition        Report By
 AJ0567  HISTORY     - 1935     MONUMENTED       CGS
 AJ0567  HISTORY     - 1949     GOOD             NGS
 AJ0567
 AJ0567                          STATION DESCRIPTION
 AJ0567
 AJ0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AJ0567'IN HEBBRONVILLE.
 AJ0567'A STANDARD REFERENCE DISK SET IN A CONCRETE MONUMENT, PROJECTING 8
 AJ0567'INCHES, IN THE HEBBRONVILLE BASE BALL PARK, IN THE NORTHEAST CORNER OF
 AJ0567'THE PARK, 1.5 FEET WEST OF THE EAST FENCE LINE AND 114 FEET SOUTH OF
 AJ0567'THE NORTHEAST CORNER OF THE ENCLOSING FENCE.  IT IS 80 FEET SOUTHERLY
 AJ0567'FROM THE SITE OF THE STATION.  NOTE-- TO REACH FROM THE VIGO HOTEL -
 AJ0567'GO NORTH TWO BLOCKS AND THEN GO WEST FOUR BLOCKS TO THE BALL PARK AND
 AJ0567'THE BENCH MARK AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0568 ***********************************************************************
 AJ0568  DESIGNATION -  HEBBRONVILLE MAG ECC RM 2
 AJ0568  PID         -  AJ0568
 AJ0568  STATE/COUNTY-  TX/JIM HOGG
 AJ0568  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0568
 AJ0568                         *CURRENT SURVEY CONTROL
 AJ0568  ___________________________________________________________________
 AJ0568* NAD 83(1986)-  27 18 37.     (N)    098 40 53.     (W)     SCALED    
 AJ0568* NAVD 88     -       172.914  (meters)     567.30   (feet)  ADJUSTED  
 AJ0568  ___________________________________________________________________
 AJ0568  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AJ0568  DYNAMIC HT  -         172.636 (meters)     566.39  (feet)  COMP
 AJ0568  MODELED GRAV-     979,035.8   (mgal)                       NAVD 88
 AJ0568
 AJ0568  VERT ORDER  -  SECOND    CLASS 0
 AJ0568
 AJ0568.The horizontal coordinates were scaled from a topographic map and have
 AJ0568.an estimated accuracy of +/- 6 seconds.
 AJ0568
 AJ0568.The orthometric height was determined by differential leveling
 AJ0568.and adjusted by the National Geodetic Survey in June 1991..
 AJ0568
 AJ0568.The geoid height was determined by GEOID03.
 AJ0568
 AJ0568.The dynamic height is computed by dividing the NAVD 88
 AJ0568.geopotential number by the normal gravity value computed on the
 AJ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0568.degrees latitude (g = 980.6199 gals.).
 AJ0568
 AJ0568.The modeled gravity was interpolated from observed gravity values.
 AJ0568
 AJ0568;                    North         East    Units  Estimated Accuracy
 AJ0568;SPC TX S     - 5,182,110.      282,050.      MT  (+/- 180 meters Scaled)
 AJ0568
 AJ0568                          SUPERSEDED SURVEY CONTROL
 AJ0568
 AJ0568  NGVD 29 (??/??/92)  172.946  (m)          567.41   (f) ADJ UNCH    2 0
 AJ0568
 AJ0568.Superseded values are not recommended for survey control.
 AJ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0568.See file dsdata.txt to determine how the superseded data were derived.
 AJ0568
 AJ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR315208(NAD 83)
 AJ0568_MARKER: DR = REFERENCE MARK DISK
 AJ0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0568_STAMPING: HEBBRONVILLE MAG.ECC.NO.2 1935
 AJ0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0568+STABILITY: SURFACE MOTION
 AJ0568
 AJ0568  HISTORY     - Date     Condition        Report By
 AJ0568  HISTORY     - 1935     MONUMENTED       CGS
 AJ0568  HISTORY     - 1949     GOOD             NGS
 AJ0568
 AJ0568                          STATION DESCRIPTION
 AJ0568
 AJ0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AJ0568'IN HEBBRONVILLE.
 AJ0568'A STANDARD REFERENCE DISK SET IN A CONCRETE MONUMENT WHICH PROJECTS
 AJ0568'ABOUT 8 INCHES, IN THE NORTHEAST CORNER OF THE HEBBRONVILLE BASE BALL
 AJ0568'PARK, 1 FOOT SOUTH OF THE NORTH FENCE LINE AND 87 FEET WEST OF THE
 AJ0568'NORTHEAST CORNER OF THE ENCLOSING FENCE.  IT IS 109.5 FEET FROM THE
 AJ0568'STATION.  NOTE-- TO REACH FROM THE VIGO HOTEL - GO NORTH TWO BLOCKS
 AJ0568'AND THEN GO WEST FOUR BLOCKS TO THE BALL PARK AND THE BENCH MARK AS
 AJ0568'DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1295 ***********************************************************************
 AJ1295  DESIGNATION -  HEBBRONVILLE MAG STA 1935
 AJ1295  PID         -  AJ1295
 AJ1295  STATE/COUNTY-  TX/JIM HOGG
 AJ1295  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1295
 AJ1295                         *CURRENT SURVEY CONTROL
 AJ1295  ___________________________________________________________________
 AJ1295* NAD 83(1993)-  27 18 37.64294(N)    098 40 54.91696(W)     ADJUSTED  
 AJ1295* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 AJ1295  ___________________________________________________________________
 AJ1295  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AJ1295  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AJ1295
 AJ1295  HORZ ORDER  -  SECOND
 AJ1295
 AJ1295.The horizontal coordinates were established by classical geodetic methods
 AJ1295.and adjusted by the National Geodetic Survey in February 1996..
 AJ1295
 AJ1295.The orthometric height was scaled from a topographic map.
 AJ1295
 AJ1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1295
 AJ1295.The geoid height was determined by GEOID03.
 AJ1295
 AJ1295;                    North         East     Units Scale Factor Converg.
 AJ1295;SPC TX S     - 5,182,131.860   281,994.904   MT  0.99990931   -0 04 57.3
 AJ1295;SPC TX S     -17,001,710.94    925,178.28   sFT  0.99990931   -0 04 57.3
 AJ1295;UTM  14      - 3,020,861.982   531,471.198   MT  0.99961223   +0 08 45.4
 AJ1295
 AJ1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1295!SPC TX S     -   0.99997691  x   0.99990931  =   0.99988622
 AJ1295!UTM  14      -   0.99997691  x   0.99961223  =   0.99958915
 AJ1295
 AJ1295                          SUPERSEDED SURVEY CONTROL
 AJ1295
 AJ1295  NAD 83(1986)-  27 18 37.64781(N)    098 40 54.88975(W) AD(       ) 2
 AJ1295  NAD 27      -  27 18 36.50100(N)    098 40 53.82500(W) AD(       ) 2
 AJ1295
 AJ1295.Superseded values are not recommended for survey control.
 AJ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1295.See file dsdata.txt to determine how the superseded data were derived.
 AJ1295
 AJ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3147120862(NAD 83)
 AJ1295_MARKER: V = STONE MONUMENT
 AJ1295_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AJ1295_SP_SET: OBJECT IMBEDDED IN GROUND
 AJ1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1295
 AJ1295  HISTORY     - Date     Condition        Report By
 AJ1295  HISTORY     - 1935     MONUMENTED       CGS
 AJ1295
 AJ1295                          STATION DESCRIPTION
 AJ1295
 AJ1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1295'STATION MARK WAS FOUND TO BE IN BAD CONDITION AND A NEW
 AJ1295'MARK WAS ESTABLISHED HEBBRONVILLE MAGNETIC STATION ECCENTRIC.
 AJ1295'THE OLD MARK IS A LIMESTONE POST 6 BY 6 BY 30 INCHES, BADLY
 AJ1295'CHIPPED AND APPARENTLY 3 OR 4 INCHES OUT OF LINE.
 AJ1295'
 AJ1295'TO REACH STATION FROM VIGGO HOTEL IN HEBBRONVILLE, GO N
 AJ1295'TWO BLOCKS AND THEN W FOUR BLOCKS TO LOT ENCLOSED BY A WIRE
 AJ1295'FENCE.  MARK IS 134 FEET SW OF ITS NE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1296 ***********************************************************************
 AJ1296  DESIGNATION -  HEBBRONVILLE MAG STA ECC
 AJ1296  PID         -  AJ1296
 AJ1296  STATE/COUNTY-  TX/JIM HOGG
 AJ1296  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1296
 AJ1296                         *CURRENT SURVEY CONTROL
 AJ1296  ___________________________________________________________________
 AJ1296* NAD 83(1993)-  27 18 37.64063(N)    098 40 54.94543(W)     ADJUSTED  
 AJ1296* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 AJ1296  ___________________________________________________________________
 AJ1296  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AJ1296  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AJ1296
 AJ1296  HORZ ORDER  -  FIRST
 AJ1296
 AJ1296.The horizontal coordinates were established by classical geodetic methods
 AJ1296.and adjusted by the National Geodetic Survey in February 1996..
 AJ1296
 AJ1296.The orthometric height was scaled from a topographic map.
 AJ1296
 AJ1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1296
 AJ1296.The geoid height was determined by GEOID03.
 AJ1296
 AJ1296;                    North         East     Units Scale Factor Converg.
 AJ1296;SPC TX S     - 5,182,131.790   281,994.121   MT  0.99990931   -0 04 57.3
 AJ1296;SPC TX S     -17,001,710.71    925,175.71   sFT  0.99990931   -0 04 57.3
 AJ1296;UTM  14      - 3,020,861.909   531,470.416   MT  0.99961223   +0 08 45.4
 AJ1296
 AJ1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1296!SPC TX S     -   0.99997691  x   0.99990931  =   0.99988622
 AJ1296!UTM  14      -   0.99997691  x   0.99961223  =   0.99958915
 AJ1296
 AJ1296|---------------------------------------------------------------------|
 AJ1296| PID    Reference Object                     Distance      Geod. Az  |
 AJ1296|                                                           dddmmss.s |
 AJ1296| AJ0568 HEBBRONVILLE MAG ECC RM 2            33.314 METERS 00105     |
 AJ1296| AJ1295 HEBBRONVILLE MAG STA 1935             0.786 METERS 08449     |
 AJ1296| AJ0567 HEBBRONVILLE MAG ECC RM 1            24.186 METERS 09614     |
 AJ1296| AJ1292 HEBBRONVILLE CATH CH CROSS          APPROX. 0.9 KM 1041634.7 |
 AJ1296| AJ0571 HEBBRONVILLE MAG ECC AZ MK                         1801325.8 |
 AJ1296| AJ1313 STAR                                APPROX. 9.7 KM 3072427.9 |
 AJ1296|---------------------------------------------------------------------|
 AJ1296
 AJ1296                          SUPERSEDED SURVEY CONTROL
 AJ1296
 AJ1296  NAD 83(1986)-  27 18 37.64549(N)    098 40 54.91822(W) AD(       ) 1
 AJ1296  NAD 27      -  27 18 36.49900(N)    098 40 53.85300(W) AD(       ) 1
 AJ1296
 AJ1296.Superseded values are not recommended for survey control.
 AJ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1296.See file dsdata.txt to determine how the superseded data were derived.
 AJ1296
 AJ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3147020862(NAD 83)
 AJ1296_MARKER: DS = TRIANGULATION STATION DISK
 AJ1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1296_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1296
 AJ1296  HISTORY     - Date     Condition        Report By
 AJ1296  HISTORY     - 1935     MONUMENTED       CGS
 AJ1296  HISTORY     - 1943     SEE DESCRIPTION  CGS
 AJ1296  HISTORY     - 1969     MARK NOT FOUND   CGS
 AJ1296
 AJ1296                          STATION DESCRIPTION
 AJ1296
 AJ1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1296'STATION IS LOCATED IN THE NORTHEASTERN CORNER OF THE RESERVATION
 AJ1296'LEFT FOR A PARK, ABOUT 1/4 MILE NW FROM TOWNS CENTER.  STATION
 AJ1296'IS 134.4 FEET FROM THE NE CORNER OF THE PARK.
 AJ1296'
 AJ1296'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AJ1296'BRONZE DISKS SET IN CONCRETE.
 AJ1296'
 AJ1296'REFERENCE MARK NO. 1 IS SET IN FENCE LINE.
 AJ1296'
 AJ1296'REFERENCE MARK NO. 2 IS SET IN FENCE LINE.
 AJ1296'
 AJ1296'AZIMUTH MARK IS REACHED FROM STATION BY GOING 3 BLOCKS E
 AJ1296'BY S, CROSS TRACKS AND GO 0.4 MILE AND TURN RIGHT 0.2 MILE,
 AJ1296'TURN LEFT 0.05 MILE AND MARK IS SET NEXT TO OLD CATTLE GUARD
 AJ1296'AND FENCE LINE.
 AJ1296'
 AJ1296'TO REACH FROM THE VIGGO HOTEL, GO N TWO BLOCKS AND THEN W
 AJ1296'FOUR BLOCKS TO GATE LEADING INTO LOT AND STATION.
 AJ1296'
 AJ1296'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AJ1296
 AJ1296                          STATION RECOVERY (1943)
 AJ1296
 AJ1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (CJB)
 AJ1296'SURFACE STATION MARK WAS FOUND TO BE BROKEN OFF AND THE DISK
 AJ1296'WAS RECOVERED.  THE SUBSURFACE MARK WAS NOT RECOVERED AT
 AJ1296'THIS TIME.  REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 AJ1296'TO BE IN GOOD CONDITION.
 AJ1296'
 AJ1296'REFERENCE MARK 1 IS LOCATED IN THE NE CORNER OF SMALL PARK
 AJ1296'AT THE W EDGE OF HEBBRONVILLE, ABOUT 0.3 MILE NW OF THE
 AJ1296'CENTER OF TOWN.  IT IS ABOUT 114 FEET S OF THE NE FENCE
 AJ1296'CORNER AND 1.5 FEET W OF THE E FENCE LINE, AND 80 FEET SOUTHERLY
 AJ1296'FROM THE SITE OF THE STATION.  IT IS STAMPED HEBBRONVILLE
 AJ1296'MAG. ECC. NO. 1 1935.  THE MONUMENT PROJECTS ABOUT 0.8 FOOT.
 AJ1296'
 AJ1296'REFERENCE MARK 2 IS 87 FEET W OF THE NE FENCE CORNER OF
 AJ1296'PARK AND 1.5 FEET S OF THE N FENCE LINE.  IT IS 109 FEET
 AJ1296'FROM THE SITE OF THE STATION.  IT IS STAMPED HEBBRONVILLE
 AJ1296'MAG. ECC. NO. 2 1935.  THE MONUMENT PROJECTS ABOUT 0.8 FOOT.
 AJ1296'
 AJ1296'AZIMUTH MARK IS ABOUT 0.6 MILE FROM THE SITE OF THE STATION,
 AJ1296'0.4 MILE S AND 0.2 MILE SW OF THE INTERSECTION OF STATE
 AJ1296'HIGHWAYS 59 AND 285 AT HEBBRONVILLE, ABOUT 185 FEET S OF THE
 AJ1296'CENTER LINE OF ROAD, ABOUT 175 FEET N OF SWIMMING POOL, 30
 AJ1296'FEET W OF THE CENTER OF GATE IN E-W FENCE LINE AND 2 FEET
 AJ1296'N OF RIGHT-OF-WAY FENCE.  IT IS 2.5 FEET S OF A 4- BY 4-INCH
 AJ1296'WOODEN MARKER POST.  IT IS STAMPED HEBBRONVILLE MAG. ECC.
 AJ1296'1935 AZI.  THE MONUMENT PROJECTS 0.8 FOOT.
 AJ1296
 AJ1296                          STATION RECOVERY (1969)
 AJ1296
 AJ1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AJ1296'THE STATION MARK WAS NOT RECOVERED NOR WAS THE AZIMUTH MARK.
 AJ1296'REFERENCE MARKS 1 AND 2 WERE RECOVERED BUT SEEM TO HAVE BEEN
 AJ1296'DISTURBED OR RESET.  A SEARCH WAS MADE FOR THE STATION MARK
 AJ1296'BUT USING MEASUREMENTS FROM THE REFERENCE MARKS FAILED TO
 AJ1296'LOCATE THE STATION.  THE AREA OF THE STATION MARK IS NOW
 AJ1296'PART OF AN INFIELD FOR A LITTLE LEAGUE BASEBALL FIELD AND
 AJ1296'THE CARETAKER SAID THAT THE COMPLETE AREA WAS GRADED TO
 AJ1296'FIX THE FIELD.  THIS STATION IS ASSUMED LOST AND THE REFERENCE
 AJ1296'MARKS NOT IN CONDITION TO USE TO RE-ESTABLISH THE STATION.
 AJ1296'THE REFERENCE MARKS WERE LEFT INTACT.
 AJ1296'
 AJ1296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HEBBRONVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1289 ***********************************************************************
 AJ1289  DESIGNATION -  HEBBRONVILLE R JOHNSON MAST
 AJ1289  PID         -  AJ1289
 AJ1289  STATE/COUNTY-  TX/JIM HOGG
 AJ1289  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1289
 AJ1289                         *CURRENT SURVEY CONTROL
 AJ1289  ___________________________________________________________________
 AJ1289* NAD 83(1993)-  27 18 09.67698(N)    098 40 24.26113(W)     ADJUSTED  
 AJ1289* NAVD 88     -                                                        
 AJ1289  ___________________________________________________________________
 AJ1289  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AJ1289  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ1289
 AJ1289  HORZ ORDER  -  THIRD
 AJ1289
 AJ1289.The horizontal coordinates were established by classical geodetic methods
 AJ1289.and adjusted by the National Geodetic Survey in February 1996..
 AJ1289
 AJ1289
 AJ1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1289
 AJ1289.The geoid height was determined by GEOID03.
 AJ1289
 AJ1289;                    North         East     Units Scale Factor Converg.
 AJ1289;SPC TX S     - 5,181,269.957   282,836.516   MT  0.99990859   -0 04 43.4
 AJ1289;SPC TX S     -16,998,883.18    927,939.47   sFT  0.99990859   -0 04 43.4
 AJ1289;UTM  14      - 3,020,003.698   532,315.991   MT  0.99961289   +0 08 59.3
 AJ1289
 AJ1289                          SUPERSEDED SURVEY CONTROL
 AJ1289
 AJ1289  NAD 83(1986)-  27 18 09.68189(N)    098 40 24.23375(W) AD(       ) 4
 AJ1289  NAD 27      -  27 18 08.53600(N)    098 40 23.17000(W) AD(       ) 3
 AJ1289
 AJ1289.Superseded values are not recommended for survey control.
 AJ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1289.See file dsdata.txt to determine how the superseded data were derived.
 AJ1289
 AJ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3231620004(NAD 83)
 AJ1289_MARKER: 42 = RADIO/TV MAST
 AJ1289
 AJ1289  HISTORY     - Date     Condition        Report By
 AJ1289  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1289
 AJ1289                          STATION DESCRIPTION
 AJ1289
 AJ1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1289'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS 1/4 MILE
 AJ1289'SOUTH OF THE CENTER OF HEBBRONVILLE AND 1/4 MILE NORTH OF
 AJ1289'U.S. HIGHWAY 285.
 AJ1289'
 AJ1289'THE MAST IS A GUYED STEEL STRUCTURE, PAINTED RED AND WHITE,
 AJ1289'300 FEET HIGH.
 AJ1289'
 AJ1289'IT IS APPROXIMATELY 1/4 MILE NORTH OF ANOTHER RADIO TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1291 ***********************************************************************
 AJ1291  DESIGNATION -  HEBBRONVILLE ST HWY DEPT TWR
 AJ1291  PID         -  AJ1291
 AJ1291  STATE/COUNTY-  TX/JIM HOGG
 AJ1291  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1291
 AJ1291                         *CURRENT SURVEY CONTROL
 AJ1291  ___________________________________________________________________
 AJ1291* NAD 83(1993)-  27 18 01.26611(N)    098 40 29.97911(W)     ADJUSTED  
 AJ1291* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1291  ___________________________________________________________________
 AJ1291  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AJ1291  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AJ1291
 AJ1291  HORZ ORDER  -  THIRD
 AJ1291
 AJ1291.The horizontal coordinates were established by classical geodetic methods
 AJ1291.and adjusted by the National Geodetic Survey in February 1996..
 AJ1291
 AJ1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1291
 AJ1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1291
 AJ1291.The geoid height was determined by GEOID03.
 AJ1291
 AJ1291;                    North         East     Units Scale Factor Converg.
 AJ1291;SPC TX S     - 5,181,011.311   282,678.947   MT  0.99990838   -0 04 46.0
 AJ1291;SPC TX S     -16,998,034.61    927,422.51   sFT  0.99990838   -0 04 46.0
 AJ1291;UTM  14      - 3,019,744.502   532,159.501   MT  0.99961277   +0 08 56.6
 AJ1291
 AJ1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1291!SPC TX S     -   1.00000393  x   0.99990838  =   0.99991231
 AJ1291!UTM  14      -   1.00000393  x   0.99961277  =   0.99961670
 AJ1291
 AJ1291                          SUPERSEDED SURVEY CONTROL
 AJ1291
 AJ1291  NAD 83(1986)-  27 18 01.27095(N)    098 40 29.95181(W) AD(       ) 4
 AJ1291  NAD 27      -  27 18 00.12500(N)    098 40 28.88600(W) AD(       ) 3
 AJ1291  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1291
 AJ1291.Superseded values are not recommended for survey control.
 AJ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1291.See file dsdata.txt to determine how the superseded data were derived.
 AJ1291
 AJ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3216019745(NAD 83)
 AJ1291_MARKER: 43 = RADIO/TV TOWER
 AJ1291
 AJ1291  HISTORY     - Date     Condition        Report By
 AJ1291  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1291  HISTORY     - 1974     GOOD             NGS
 AJ1291
 AJ1291                          STATION DESCRIPTION
 AJ1291
 AJ1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1291'THE STATION IS THE LIGHT ATOP THE TOWER WHICH IS ALONG THE
 AJ1291'NORTH SIDE OF U.S. HIGHWAY 285 AND IN THE SOUTHERN PART OF
 AJ1291'HEBBRONVILLE.
 AJ1291'
 AJ1291'THE TOWER IS A 3-LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE,
 AJ1291'150 FEET HIGH.
 AJ1291'
 AJ1291'IT IS APPROXIMATELY 1/4 MILE SOUTH OF ANOTHER RADIO MAST.
 AJ1291
 AJ1291                          STATION RECOVERY (1974)
 AJ1291
 AJ1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1291'THE STATION, HEBBRONVILLE TEXAS HIGHWAY DEPARTMENT RADIO MAST,
 AJ1291'WAS RECOVERED AS DESCRIBED IN 1961 BY H.W. KEITH.  THIS
 AJ1291'STATION WAS FORMERLY LISTED AS HEBBRONVILLE STATE HIGHWAY
 AJ1291'DEPARTMENT RADIO TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1290 ***********************************************************************
 AJ1290  DESIGNATION -  HEBBRONVILLE UTILITIES INC TK
 AJ1290  PID         -  AJ1290
 AJ1290  STATE/COUNTY-  TX/JIM HOGG
 AJ1290  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ1290
 AJ1290                         *CURRENT SURVEY CONTROL
 AJ1290  ___________________________________________________________________
 AJ1290* NAD 83(1993)-  27 18 42.58163(N)    098 40 29.23897(W)     ADJUSTED  
 AJ1290* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 AJ1290  ___________________________________________________________________
 AJ1290  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AJ1290  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ1290
 AJ1290  HORZ ORDER  -  THIRD
 AJ1290
 AJ1290.The horizontal coordinates were established by classical geodetic methods
 AJ1290.and adjusted by the National Geodetic Survey in February 1996..
 AJ1290
 AJ1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1290
 AJ1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1290
 AJ1290.The geoid height was determined by GEOID03.
 AJ1290
 AJ1290;                    North         East     Units Scale Factor Converg.
 AJ1290;SPC TX S     - 5,182,282.861   282,701.058   MT  0.99990944   -0 04 45.7
 AJ1290;SPC TX S     -17,002,206.35    927,495.05   sFT  0.99990944   -0 04 45.7
 AJ1290;UTM  14      - 3,021,015.754   532,176.535   MT  0.99961278   +0 08 57.2
 AJ1290
 AJ1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1290!SPC TX S     -   1.00000393  x   0.99990944  =   0.99991337
 AJ1290!UTM  14      -   1.00000393  x   0.99961278  =   0.99961671
 AJ1290
 AJ1290                          SUPERSEDED SURVEY CONTROL
 AJ1290
 AJ1290  NAD 83(1986)-  27 18 42.58650(N)    098 40 29.21176(W) AD(       ) 4
 AJ1290  NAD 27      -  27 18 41.44300(N)    098 40 28.14700(W) AD(       ) 3
 AJ1290  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 AJ1290
 AJ1290.Superseded values are not recommended for survey control.
 AJ1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1290.See file dsdata.txt to determine how the superseded data were derived.
 AJ1290
 AJ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3217721016(NAD 83)
 AJ1290_MARKER: 53 = ELEVATED TANK
 AJ1290
 AJ1290  HISTORY     - Date     Condition        Report By
 AJ1290  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1290  HISTORY     - 1974     GOOD             NGS
 AJ1290
 AJ1290                          STATION DESCRIPTION
 AJ1290
 AJ1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1290'THE STATION IS THE BALL ATOP THE TANK WHICH IS IN THE NORTH
 AJ1290'PART OF HEBBRONVILLE.
 AJ1290'
 AJ1290'THE TANK IS A SILVER METAL STRUCTURE SUPPORTED BY FOUR LEGS
 AJ1290'AND IS 125 FEET HIGH.
 AJ1290
 AJ1290                          STATION RECOVERY (1974)
 AJ1290
 AJ1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1290'THE STATION, HEBBRONVILLE MUNICIPAL WATER TANK, WAS RECOVERED AS
 AJ1290'DESCRIBED IN 1961 BY H.W. KEITH.  IT IS LOCATED IN THE NORTH
 AJ1290'PART OF HEBBRONVILLE AT THE CORNER OF EAST LINAR STREET AND
 AJ1290'NORTH CEDAR AVENUE.
 AJ1290'
 AJ1290'THIS STATION WAS FORMERLY LISTED AS HEBBRONVILLE UTILITIES
 AJ1290'INC., WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5716 ***********************************************************************
 AW5716  DESIGNATION -  HEBERT
 AW5716  PID         -  AW5716
 AW5716  STATE/COUNTY-  TX/JEFFERSON
 AW5716  USGS QUAD   -  PORT ACRES (1993)
 AW5716
 AW5716                         *CURRENT SURVEY CONTROL
 AW5716  ___________________________________________________________________
 AW5716* NAD 83(1993)-  29 56 26.48742(N)    094 06 28.18575(W)     ADJUSTED  
 AW5716* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AW5716  ___________________________________________________________________
 AW5716  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW5716  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW5716
 AW5716  HORZ ORDER  -  FIRST
 AW5716
 AW5716.The horizontal coordinates were established by classical geodetic methods
 AW5716.and adjusted by the National Geodetic Survey in February 1996..
 AW5716
 AW5716.The orthometric height was scaled from a topographic map.
 AW5716
 AW5716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5716
 AW5716.The geoid height was determined by GEOID03.
 AW5716
 AW5716;                    North         East     Units Scale Factor Converg.
 AW5716;SPC TXSC     - 4,243,431.294 1,072,131.786   MT  0.99991897   +2 23 48.3
 AW5716;SPC TXSC     -13,921,990.84  3,517,485.70   sFT  0.99991897   +2 23 48.3
 AW5716;SPC TX C     - 3,047,192.943 1,300,749.903   MT  1.00005162   +3 12 23.4
 AW5716;SPC TX C     - 9,997,332.18  4,267,543.64   sFT  1.00005162   +3 12 23.4
 AW5716;UTM  15      - 3,312,729.377   393,085.575   MT  0.99974103   -0 33 10.7
 AW5716
 AW5716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5716!SPC TXSC     -   1.00000382  x   0.99991897  =   0.99992279
 AW5716!SPC TX C     -   1.00000382  x   1.00005162  =   1.00005544
 AW5716!UTM  15      -   1.00000382  x   0.99974103  =   0.99974485
 AW5716
 AW5716:                Primary Azimuth Mark                     Grid Az
 AW5716:SPC TXSC     -  BEAUMONT SAN JACINTO BLDG TWR            000 54 58.6
 AW5716:SPC TX C     -  BEAUMONT SAN JACINTO BLDG TWR            000 06 23.5
 AW5716:UTM  15      -  BEAUMONT SAN JACINTO BLDG TWR            003 51 57.6
 AW5716
 AW5716|---------------------------------------------------------------------|
 AW5716| PID    Reference Object                     Distance      Geod. Az  |
 AW5716|                                                           dddmmss.s |
 AW5716| BL2065 BEAUMONT SAN JACINTO BLDG TWR       APPROX.15.7 KM 0031846.9 |
 AW5716| BL2085 BEAUMONT TERM DOCKS MUN TANK        APPROX.15.5 KM 0065847.0 |
 AW5716| BL2058 NECHES RIVER POWER LINE W TWR       APPROX.14.8 KM 0295418.5 |
 AW5716| BL2062 NECHES RIVER POWER LINE E TWR       APPROX.14.9 KM 0304257.4 |
 AW5716| AW5715 HEBERT 2                              3.112 METERS 04742     |
 AW5716| AV0935 PORT ARTHUR GOODHUE HOTEL TWR       APPROX.18.3 KM 1141405.9 |
 AW5716| AV0958 PORT ARTHUR GULF REFIN TAL STK      APPROX.15.8 KM 1213207.0 |
 AW5716| CV9869 HEBERT RM 1                                        1791820.8 |
 AW5716| CV9870 HEBERT RM 2                          20.224 METERS 29536     |
 AW5716|---------------------------------------------------------------------|
 AW5716
 AW5716                          SUPERSEDED SURVEY CONTROL
 AW5716
 AW5716  NAD 83(1993)-  29 56 26.48704(N)    094 06 28.18576(W) AD(       ) 1
 AW5716  NAD 83(1986)-  29 56 26.50636(N)    094 06 28.16485(W) AD(       ) 1
 AW5716  NAD 27      -  29 56 25.73200(N)    094 06 27.52100(W) AD(       ) 1
 AW5716
 AW5716.Superseded values are not recommended for survey control.
 AW5716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5716.See file dsdata.txt to determine how the superseded data were derived.
 AW5716
 AW5716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9308612729(NAD 83)
 AW5716_MARKER: DS = TRIANGULATION STATION DISK
 AW5716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5716
 AW5716  HISTORY     - Date     Condition        Report By
 AW5716  HISTORY     - 1931     MONUMENTED       CGS
 AW5716  HISTORY     - 1942     GOOD             CGS
 AW5716  HISTORY     - 1954     GOOD             CGS
 AW5716  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 AW5716
 AW5716                          STATION DESCRIPTION
 AW5716
 AW5716'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW5716'ABOUT 7 MILES S OF BEAUMONT AND 5 MILES W OF S OF THE SPINDLETOP
 AW5716'OIL FIELD, IN THE FENCE LINE BETWEEN THE RIGHT-OF-WAY OF A
 AW5716'ROAD AND W SIDE OF LARGE PASTURE BELONGING TO MR. L.M. HEBERT,
 AW5716'WHO OPERATES A LARGE DAIRY ABOUT 3 MILES NE OF STATION.
 AW5716'STATION IS ON E SIDE OF ONLY SHELL ROAD IN VICINITY, 34.0
 AW5716'FEET E OF CENTER LINE OF ROAD, 0.5 MILE N OF HILLEBRANT
 AW5716'BAYOU CANAL, 0.2 MILE S OF A BUNGALOW ON W SIDE OF ROAD,
 AW5716'300 FEET NE OF WOODEN SHANTY, JUST E OF A LANE WHICH LEADS
 AW5716'W FROM MAIN HIGHWAY ACROSS CATTLE GUARD TO BEAUMONT LAUNCH
 AW5716'CLUB, AND ON A SMALL MOUND 73.2 FEET NE OF A FENCE CORNER
 AW5716'WHICH IS ON W SIDE OF ROAD.
 AW5716'
 AW5716'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW5716'DISKS SET IN CONCRETE.
 AW5716'
 AW5716'SURFACE MARK PROJECTS 4 INCHES ABOVE SURFACE.
 AW5716'
 AW5716'REFERENCE MARK NO. 1 PROJECTS 12 INCHES ABOVE SURFACE, IS
 AW5716'ABOUT 0.2 MILE S OF GROUP OF HOUSES, BETWEEN THE MAIN SHELL
 AW5716'ROAD AND CANAL WHERE ROAD FIRST TURNS FROM S TO SW, IN RIGHT-OF-WAY
 AW5716'OF ROAD, 45 FEET SE OF CENTER LINE OF ROAD AT MIDDLE OF BEND
 AW5716'38.5 FEET W OF FENCE LINE, 20 FEET N OF CANAL BANK (HILLEBRANT
 AW5716'BAYOU), AND ABOUT 1/2 MILE FROM STATION S 00 DEG 42 MIN E.
 AW5716'
 AW5716'REFERENCE MARK NO. 2 PROJECTS 12 INCHES ABOVE GROUND, IS IN
 AW5716'THE FENCE LINE ON E SIDE OF PASTURE AND W SIDE OF RIGHT-OF-WAY
 AW5716'OF SHELL ROAD, 50 FEET N OF LANE TO BEAUMONT LAUNCH CLUB
 AW5716'AT CATTLE GUARDS, 70.5 FEET N OF FENCE CORNER, 26 FEET W OF
 AW5716'CENTER LINE OF ROAD, 0.8 FOOT E OF FENCE LINE, AND 66.35 FEET
 AW5716'FROM STATION, N 64 DEG 24 MIN W.
 AW5716'
 AW5716'THE FOLLOWING BEARINGS ARE FROM STATION--BEAUMONT, SAN JACINTO
 AW5716'LIFE INSURANCE BUILDING, CLOCK TOWER SPIRE, DISTANT 9 MILES,
 AW5716'N 03 DEG 19 MIN E.  PORT NECHES, BLACK TANK, DISTANT
 AW5716'10 MILES, N 69 DEG 23 MIN E.  PORT ARTHUR GULF REFINING
 AW5716'COMPANY, TALLEST STACK, S 58 DEG 28 MIN E.
 AW5716'
 AW5716'TO REACH STATION FROM BEAUMONT GO S AND SE ON HIGHLAND AVENUE,
 AW5716'WHERE IT LEAVES FORT ARTHUR AVENUE IN SE PART OF TOWN,
 AW5716'2.5 MILES TO SPINDLETOP OIL FIELD.  IN CENTER OF FIELD TAKE
 AW5716'SHELL ROAD GOING W FROM RAILWAY AND THE W PORT ARTHUR ROAD,
 AW5716'SW AND S 5.9 MILES TO STATION.
 AW5716
 AW5716                          STATION RECOVERY (1942)
 AW5716
 AW5716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JWW)
 AW5716'STATION IS IN GOOD CONDITION.
 AW5716
 AW5716                          STATION RECOVERY (1954)
 AW5716
 AW5716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 AW5716'THIS STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK
 AW5716'AND REFERENCE MARK 2 WERE DESTROYED TO CLEAR NEW HIGHWAY
 AW5716'CONSTRUCTION AFTER STATION HEBERT 2 AND REFERENCE MARKS
 AW5716'1 AND 2 WERE ESTABLISHED IN THE NEAR VICINITY.  REFERENCE
 AW5716'MARK 1 WAS NOT DISTURBED AND WAS USED AS AZIMUTH MARK FOR
 AW5716'STATION HEBERT 2.
 AW5716
 AW5716                          STATION RECOVERY (2004)
 AW5716
 AW5716'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW5716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5715 ***********************************************************************
 AW5715  DESIGNATION -  HEBERT 2
 AW5715  PID         -  AW5715
 AW5715  STATE/COUNTY-  TX/JEFFERSON
 AW5715  USGS QUAD   -  PORT ACRES (1993)
 AW5715
 AW5715                         *CURRENT SURVEY CONTROL
 AW5715  ___________________________________________________________________
 AW5715* NAD 83(1993)-  29 56 26.55544(N)    094 06 28.09991(W)     ADJUSTED  
 AW5715* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 AW5715  ___________________________________________________________________
 AW5715  X           -    -396,241.032 (meters)                     COMP
 AW5715  Y           -  -5,517,307.622 (meters)                     COMP
 AW5715  Z           -   3,164,667.473 (meters)                     COMP
 AW5715  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW5715  ELLIP HEIGHT-         -25.39  (meters)          (06/17/02) GPS OBS
 AW5715  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW5715
 AW5715  HORZ ORDER  -  SECOND
 AW5715  ELLP ORDER  -  FIFTH     CLASS I
 AW5715
 AW5715.The horizontal coordinates were established by classical geodetic methods
 AW5715.and adjusted by the National Geodetic Survey in February 1996..
 AW5715.No horizontal observational check was made to the station.
 AW5715
 AW5715.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW5715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW5715
 AW5715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5715
 AW5715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5715
 AW5715.The ellipsoidal height was determined by GPS observations
 AW5715.and is referenced to NAD 83.
 AW5715
 AW5715.The geoid height was determined by GEOID03.
 AW5715
 AW5715;                    North         East     Units Scale Factor Converg.
 AW5715;SPC TXSC     - 4,243,433.483 1,072,133.998   MT  0.99991898   +2 23 48.3
 AW5715;SPC TXSC     -13,921,998.02  3,517,492.96   sFT  0.99991898   +2 23 48.3
 AW5715;SPC TX C     - 3,047,195.163 1,300,752.085   MT  1.00005162   +3 12 23.4
 AW5715;SPC TX C     - 9,997,339.46  4,267,550.80   sFT  1.00005162   +3 12 23.4
 AW5715;UTM  15      - 3,312,731.449   393,087.896   MT  0.99974102   -0 33 10.7
 AW5715
 AW5715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5715!SPC TXSC     -   1.00000399  x   0.99991898  =   0.99992297
 AW5715!SPC TX C     -   1.00000399  x   1.00005162  =   1.00005561
 AW5715!UTM  15      -   1.00000399  x   0.99974102  =   0.99974501
 AW5715
 AW5715|---------------------------------------------------------------------|
 AW5715| PID    Reference Object                     Distance      Geod. Az  |
 AW5715|                                                           dddmmss.s |
 AW5715| CV9874 HEBERT 2 RM 1                        19.140 METERS 17908     |
 AW5715| CV9869 HEBERT RM 1                                        1792522.6 |
 AW5715| AW5716 HEBERT                                3.112 METERS 22742     |
 AW5715| CV9875 HEBERT 2 RM 2                        27.687 METERS 27644     |
 AW5715|---------------------------------------------------------------------|
 AW5715
 AW5715                          SUPERSEDED SURVEY CONTROL
 AW5715
 AW5715  ELLIP H (02/16/96)  -25.32   (m)                       GP(       ) 5 1
 AW5715  NAD 83(1993)-  29 56 26.55499(N)    094 06 28.10000(W) AD(       ) 2
 AW5715  ELLIP H (01/21/93)  -25.31   (m)                       GP(       ) 4 2
 AW5715  NAD 83(1986)-  29 56 26.57450(N)    094 06 28.07885(W) AD(       ) 2
 AW5715  NAD 27      -  29 56 25.80000(N)    094 06 27.43500(W) AD(       ) 2
 AW5715  NGVD 29 (12/24/91)    2.1    (m)            7.     (f) GPS OBS        
 AW5715
 AW5715.Superseded values are not recommended for survey control.
 AW5715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5715.See file dsdata.txt to determine how the superseded data were derived.
 AW5715
 AW5715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9308812731(NAD 83)
 AW5715_MARKER: DS = TRIANGULATION STATION DISK
 AW5715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW5715_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AW5715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5715+STABILITY: SURFACE MOTION
 AW5715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5715+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 AW5715
 AW5715  HISTORY     - Date     Condition        Report By
 AW5715  HISTORY     - 1954     MONUMENTED       CGS
 AW5715  HISTORY     - 1957     GOOD             CGS
 AW5715  HISTORY     - 19900214 GOOD
 AW5715
 AW5715                          STATION DESCRIPTION
 AW5715
 AW5715'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JL)
 AW5715'ABOUT 7 MI. S OF BEAUMONT, 5 MI. S-SW OF THE SPINDLETOP
 AW5715'OILFIELD, ON THE E SIDE OF THE SPINDLETOP-HILLEBRANT ROAD,
 AW5715'AND AT A T-ROAD LEADING W.  STATION IS 36 FT. E OF THE CENTERLINE
 AW5715'OF THE N-S ROAD, 18 IN. W OF THE E RIGHT-OF-WAY FENCE, AND 16
 AW5715'FT. S OF A TELEPHONE POLE WHICH IS A CORNER POLE FOR THE
 AW5715'TELEPHONE LINES LEADING N AND W.  STATION IS 0.6 MI. N OF
 AW5715'THE CURVE OF THE ROAD TO THE SW ALONG HILLEBRANT BAYOU.
 AW5715'
 AW5715'STATION MARKS, SURFACE AND UNDERGROUND, ARE STANDARD DISKS,
 AW5715'STAMPED HEBERT 2 1954 AND SET IN CONCRETE.
 AW5715'THE SURFACE MARK IS FLUSH WITH THE SURFACE OF
 AW5715'THE GROUND.
 AW5715'
 AW5715'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HEBERT 2 NO 2
 AW5715'1954 AND SET IN A CONCRETE MONUMENT, 45 FT. W OF THE CENTERLINE
 AW5715'OF THE N-S ROAD, 15 FT. W OF THE FENCE CORNER, 30 FT. N OF
 AW5715'THE ROAD LEADING W, 1 FT. N OF THE N RIGHT-OF-WAY FENCE,
 AW5715'AND PROJECTS 4 IN.
 AW5715'
 AW5715'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HEBERT 2 NO 1
 AW5715'1954 AND SET IN A CONCRETE MONUMENT, 36 FT. E OF THE CENTERLINE
 AW5715'OF THE N-S ROAD, 2 FT. W OF THE E RIGHT-OF-WAY FENCE,
 AW5715'AND 36 FT. S OF THE CENTERLINE OF THE ROAD TO THE W.  THE MARK
 AW5715'PROJECTS ABOUT 4 IN.
 AW5715'
 AW5715'THE AZIMUTH MARK IS A STANDARD REFERENCE-MARK DISK, STAMPED
 AW5715'HEBERT 1931 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT
 AW5715'3 IN., 0.6 MI. S OF THE STATION, 45 FT. SE OF THE CENTERLINE
 AW5715'OF THE ROAD AT THE MIDDLE OF THE CURVE, 38.5 FT. W OF THE E
 AW5715'FENCE LINE, 20 FT. N OF THE CANAL BANK, AND ABOUT MIDWAY
 AW5715'BETWEEN THE ROAD AND THE FENCE.
 AW5715'
 AW5715'TO REACH FROM BEAUMONT (FROM THE JUNCTION OF RAILROAD AVENUE
 AW5715'AND HIGHWAY 287 AND PARK), GO S ON PARK FOR 2.3 MI.  TURN
 AW5715'RIGHT AND CROSS THE TRACKS THEN CONTINUE S FOR 1.8 MI.  THEN
 AW5715'TURN RIGHT AND GO W THROUGH THE OILFIELD AND S ON THE MAIN
 AW5715'ROAD FOR 6.3 MI. TO THE STATION ON THE LEFT.
 AW5715
 AW5715                          STATION RECOVERY (1957)
 AW5715
 AW5715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 AW5715'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 AW5715'CONDITION.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE
 AW5715'FOLLOWING--REFERENCE MARK NO. 1 AND AZIMUTH MARK ARE NOT
 AW5715'VISIBLE FROM STATION BECAUSE A POLE SOUTH OF THE STATION
 AW5715'BLOCKS THE LINES.  AZIMUTH MARK IS STAMPED HEBERT 1931 NO. 1.
 AW5715
 AW5715                          STATION RECOVERY (1990)
 AW5715
 AW5715'RECOVERED 1990
 AW5715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1614 ***********************************************************************
 AE1614  DESIGNATION -  HEBRON
 AE1614  PID         -  AE1614
 AE1614  STATE/COUNTY-  TX/STARR
 AE1614  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1614
 AE1614                         *CURRENT SURVEY CONTROL
 AE1614  ___________________________________________________________________
 AE1614* NAD 83(1993)-  26 27 01.86208(N)    098 53 04.05345(W)     ADJUSTED  
 AE1614* NAVD 88     -       116.9    (meters)     384.     (feet)  VERTCON   
 AE1614  ___________________________________________________________________
 AE1614  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 AE1614  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AE1614
 AE1614  HORZ ORDER  -  FIRST
 AE1614
 AE1614.The horizontal coordinates were established by classical geodetic methods
 AE1614.and adjusted by the National Geodetic Survey in February 1996..
 AE1614
 AE1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1614
 AE1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1614
 AE1614.The geoid height was determined by GEOID03.
 AE1614
 AE1614;                    North         East     Units Scale Factor Converg.
 AE1614;SPC TX S     - 5,086,903.531   261,659.153   MT  0.99994063   -0 10 28.4
 AE1614;SPC TX S     -16,689,282.67    858,460.07   sFT  0.99994063   -0 10 28.4
 AE1614;UTM  14      - 2,925,582.509   511,518.588   MT  0.99960164   +0 03 05.3
 AE1614
 AE1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1614!SPC TX S     -   0.99998534  x   0.99994063  =   0.99992597
 AE1614!UTM  14      -   0.99998534  x   0.99960164  =   0.99958698
 AE1614
 AE1614|---------------------------------------------------------------------|
 AE1614| PID    Reference Object                     Distance      Geod. Az  |
 AE1614|                                                           dddmmss.s |
 AE1614| CV3288 HEBRON RM                            13.045 METERS 06143     |
 AE1614| AE1609 CORPUS                              APPROX.11.9 KM 0944446.7 |
 AE1614| AE1610 RIOGRANDE STANDPIPE                 APPROX.11.0 KM 1392549.4 |
 AE1614| AE1606 RIOGRANDE STARR CO CTHSE DOME       APPROX.10.0 KM 1394026.4 |
 AE1614| AE1605 RIOGRANDE CATH CH STEEPLE           APPROX.10.0 KM 1401612.2 |
 AE1614| AE1611 CAMARGO CHURCH STEEPLE              APPROX.15.7 KM 1614400.8 |
 AE1614| AE1660 ROMA CATHOLIC CHURCH SPIRE          APPROX.14.1 KM 2494555.1 |
 AE1614|---------------------------------------------------------------------|
 AE1614
 AE1614                          SUPERSEDED SURVEY CONTROL
 AE1614
 AE1614  NAD 83(1986)-  26 27 01.86298(N)    098 53 04.01212(W) AD(       ) 1
 AE1614  NAD 27      -  26 27 00.63797(N)    098 53 02.90868(W) AD(       ) 1
 AE1614  NGVD 29 (07/19/86)  116.9    (m)          384.     (f) VERT ANG       
 AE1614
 AE1614.Superseded values are not recommended for survey control.
 AE1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1614.See file dsdata.txt to determine how the superseded data were derived.
 AE1614
 AE1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ1151925583(NAD 83)
 AE1614_MARKER: DS = TRIANGULATION STATION DISK
 AE1614_SETTING: 0 = UNSPECIFIED SETTING
 AE1614
 AE1614  HISTORY     - Date     Condition        Report By
 AE1614  HISTORY     - 1917     MONUMENTED       CGS
 AE1614  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AE1614
 AE1614                          STATION DESCRIPTION
 AE1614
 AE1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE1614'STATION IS ABOUT 6-1/2 MILES NW OF RIOGRANDE, ON THE HIGHEST
 AE1614'OF A GROUP OF BRUSH-COVERED HILLS.
 AE1614'
 AE1614'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1614'CONCRETE.
 AE1614'
 AE1614'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AE1614'
 AE1614'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AE1614'CONCRETE, 13.045 METERS (42.80 FEET) FROM THE STATION
 AE1614'N 61 DEG 43 MIN E.
 AE1614'
 AE1614'STATION IS BEST REACHED BY GOING W ON THE MILITARY ROAD 5-1/2
 AE1614'MILES FROM RIOGRANDE, THEN N ON A ROAD ALONG THE E SIDE OF
 AE1614'A WIRE FENCE FOR 4.4 MILES TO THE POINT WHERE THE ROAD PASSES
 AE1614'OVER THE RIDGE.  THE STATION IS ON THIS RIDGE ABOUT 1/4 MILE
 AE1614'TO THE EASTWARD AND N, AND ABOUT 10 METERS (33 FEET) S OF THE
 AE1614'BEGINNING OF THE SHORT STEEP SLOPE TO THE N.
 AE1614'
 AE1614'ELEVATION OF STATION, 116.9 METERS (384 FEET).
 AE1614
 AE1614                          STATION RECOVERY (1969)
 AE1614
 AE1614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AE1614'2 BLOCKS OF CONCRETE WERE FOUND UPROOTED AND THE DISK GONE.
 AE1614'THE TOP OF THE HILL HAS BEEN GRADED BY HEAVY EQUIPMENT AND
 AE1614'NO TRACE OF THE STATION COULD BE FOUND.  HOWEVER A U.S.B.C.
 AE1614'MARK Z 300 WAS FOUND NEAR BY AND IF THERE WAS A TIE MADE TO
 AE1614'STATION HEBRON AND THE DATA IS AVAILABLE THERE IS A POSSIBILITY
 AE1614'OF FINDING THE UNDERGROUND STATION MARK, IF NOT THE STATION
 AE1614'SHOULD BE CONSIDERED AS LOST.
 AE1614'
 AE1614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 AE1614'NORTHWEST OF RIO GRANDE CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0755 ***********************************************************************
 EN0755  DESIGNATION -  HEDLEY
 EN0755  PID         -  EN0755
 EN0755  STATE/COUNTY-  TX/DONLEY
 EN0755  USGS QUAD   -  HEDLEY (1982)
 EN0755
 EN0755                         *CURRENT SURVEY CONTROL
 EN0755  ___________________________________________________________________
 EN0755* NAD 83(1993)-  34 52 09.44800(N)    100 40 48.19194(W)     ADJUSTED  
 EN0755* NAVD 88     -       823.1    (meters)    2700.     (feet)  VERTCON   
 EN0755  ___________________________________________________________________
 EN0755  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 EN0755  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EN0755
 EN0755  HORZ ORDER  -  THIRD
 EN0755
 EN0755.The horizontal coordinates were established by classical geodetic methods
 EN0755.and adjusted by the National Geodetic Survey in February 1996..
 EN0755
 EN0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0755
 EN0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0755
 EN0755.The geoid height was determined by GEOID03.
 EN0755
 EN0755;                    North         East     Units Scale Factor Converg.
 EN0755;SPC TX N     - 1,096,747.962   274,966.137   MT  0.99995641   +0 28 30.7
 EN0755;SPC TX N     - 3,598,247.27    902,118.07   sFT  0.99995641   +0 28 30.7
 EN0755;UTM  14      - 3,859,835.437   346,441.281   MT  0.99989063   -0 57 38.5
 EN0755
 EN0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0755!SPC TX N     -   0.99987509  x   0.99995641  =   0.99983150
 EN0755!UTM  14      -   0.99987509  x   0.99989063  =   0.99976573
 EN0755
 EN0755:                Primary Azimuth Mark                     Grid Az
 EN0755:SPC TX N     -  HEDLEY WATER TANK                        091 15 27.6
 EN0755:UTM  14      -  HEDLEY WATER TANK                        092 41 36.8
 EN0755
 EN0755|---------------------------------------------------------------------|
 EN0755| PID    Reference Object                     Distance      Geod. Az  |
 EN0755|                                                           dddmmss.s |
 EN0755| EN0754 HEDLEY WATER TANK                   APPROX. 1.6 KM 0914358.3 |
 EN0755| CX8260 HEDLEY RM 1                           7.805 METERS 10604     |
 EN0755| EN0756 AMARILLO FORT WORTH AWY BCN 6       APPROX. 2.3 KM 1880355.2 |
 EN0755| CX8259 HEDLEY AZ MK                                       2732044.7 |
 EN0755| EN0781 LELIA LAKE SMITH BROS CO STACK      APPROX. 8.8 KM 2921616.6 |
 EN0755| CX8261 HEDLEY RM 2                           7.087 METERS 34946     |
 EN0755|---------------------------------------------------------------------|
 EN0755
 EN0755                          SUPERSEDED SURVEY CONTROL
 EN0755
 EN0755  NAD 83(1993)-  34 52 09.44958(N)    100 40 48.19074(W) AD(       ) 3
 EN0755  NAD 83(1986)-  34 52 09.45346(N)    100 40 48.18069(W) AD(       ) 3
 EN0755  NAD 27      -  34 52 09.26900(N)    100 40 46.69000(W) AD(       ) 3
 EN0755  NGVD 29 (01/19/93)  822.7    (m)         2699.     (f) VERT ANG       
 EN0755
 EN0755.Superseded values are not recommended for survey control.
 EN0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0755.See file dsdata.txt to determine how the superseded data were derived.
 EN0755
 EN0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4644159835(NAD 83)
 EN0755_MARKER: DS = TRIANGULATION STATION DISK
 EN0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0755+STABILITY: SURFACE MOTION
 EN0755
 EN0755  HISTORY     - Date     Condition        Report By
 EN0755  HISTORY     - 1951     MONUMENTED       CGS
 EN0755  HISTORY     - 1958     GOOD             CGS
 EN0755  HISTORY     - 1958     GOOD             USGS
 EN0755
 EN0755                          STATION DESCRIPTION
 EN0755
 EN0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0755'THE STATION IS 1.1 MILES WEST OF HEDLEY, ON A SMALL RISE IN
 EN0755'THE SOUTHWEST CORNER OF A PASTURE.  0.05 MILE SOUTHWEST OF A
 EN0755'FARM HOUSE.  16 FEET NORTH OF THE SOUTH FENCE LINE AND 17
 EN0755'FEET EAST OF THE WEST FENCE LINE.  THE STATION MARK IS A BRONZE
 EN0755'DISK STAMPED HEDLEY 1951.  IT IS SET IN CONCRETE POST FLUSH
 EN0755'WITH THE SURFACE.
 EN0755'
 EN0755'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED HEDLEY NO 1 1951.
 EN0755'IT IS SET IN A CONCRETE POST FLUSH WITH THE SURFACE.  43 FEET
 EN0755'EAST OF THE WEST FENCE LINE AND 10 FEET NORTH OF THE SOUTH
 EN0755'FENCE LINE.
 EN0755'
 EN0755'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED HEDLEY NO 2 1951.
 EN0755'IT IS SET IN A CONCRETE POST FLUSH WITH THE SURFACE.  10 FEET
 EN0755'EAST OF THE WEST FENCE LINE AND 38 FEET NORTH OF THE SOUTH
 EN0755'FENCE LINE.
 EN0755'
 EN0755'THE AZIMUTH MARK, A BRONZE DISK STAMPED HEDLEY 1951, IS SET
 EN0755'IN A CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS LOCATED
 EN0755'0.45 MILE WEST-NORTHWEST OF THE STATION.  ON THE SOUTH RIGHT-OF-WAY
 EN0755'OF U.S. HIGHWAY 287.  61 FEET SOUTH OF THE CENTER LINE OF HIGHWAY.
 EN0755'
 EN0755'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY
 EN0755'203 IN HEDLEY, GO WEST ON U.S. HIGHWAY 287 FOR 1.1 MILES
 EN0755'TO A SMALL RISE AND STATION SITE ON THE NORTH SIDE OF HIGHWAY.
 EN0755
 EN0755                          STATION RECOVERY (1958)
 EN0755
 EN0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KAM)
 EN0755'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 EN0755'CONDITION.
 EN0755'
 EN0755'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 EN0755
 EN0755                          STATION RECOVERY (1958)
 EN0755
 EN0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 EN0755'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34100-4, STATION 1007.
 EN0755'
 EN0755'RECOVERED BY USGS IN 1958.
 EN0755'
 EN0755'STATION MARK--STANDARD USC AND GS DISK STAMPED---HEDLEY 1951---, AND
 EN0755'IS SET IN CONCRETE POST FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0757 ***********************************************************************
 EN0757  DESIGNATION -  HEDLEY ATT MICROWAVE MAST
 EN0757  PID         -  EN0757
 EN0757  STATE/COUNTY-  TX/DONLEY
 EN0757  USGS QUAD   -  HEDLEY (1982)
 EN0757
 EN0757                         *CURRENT SURVEY CONTROL
 EN0757  ___________________________________________________________________
 EN0757* NAD 83(1993)-  34 51 51.45133(N)    100 42 43.00265(W)     ADJUSTED  
 EN0757* NAVD 88     -                                                        
 EN0757  ___________________________________________________________________
 EN0757  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 EN0757  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EN0757
 EN0757  HORZ ORDER  -  THIRD
 EN0757
 EN0757.The horizontal coordinates were established by classical geodetic methods
 EN0757.and adjusted by the National Geodetic Survey in February 1996..
 EN0757
 EN0757
 EN0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0757
 EN0757.The geoid height was determined by GEOID03.
 EN0757
 EN0757;                    North         East     Units Scale Factor Converg.
 EN0757;SPC TX N     - 1,096,169.704   272,054.809   MT  0.99995724   +0 27 24.1
 EN0757;SPC TX N     - 3,596,350.10    892,566.49   sFT  0.99995724   +0 27 24.1
 EN0757;UTM  14      - 3,859,330.333   343,516.556   MT  0.99990181   -0 58 43.7
 EN0757
 EN0757                          SUPERSEDED SURVEY CONTROL
 EN0757
 EN0757  NAD 83(1993)-  34 51 51.45320(N)    100 42 43.00549(W) AD(       ) 4
 EN0757  NAD 83(1986)-  34 51 51.45629(N)    100 42 42.99415(W) AD(       ) 4
 EN0757  NAD 27      -  34 51 51.27450(N)    100 42 41.51523(W) AD(       ) 3
 EN0757
 EN0757.Superseded values are not recommended for survey control.
 EN0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0757.See file dsdata.txt to determine how the superseded data were derived.
 EN0757
 EN0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4351759330(NAD 83)
 EN0757_MARKER: 44 = MICROWAVE MAST
 EN0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0757+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 EN0757
 EN0757  HISTORY     - Date     Condition        Report By
 EN0757  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0757  HISTORY     - 20040803 GOOD             USPSQD
 EN0757  HISTORY     - 20050804 GOOD             USPSQD
 EN0757
 EN0757                          STATION DESCRIPTION
 EN0757
 EN0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0757'THE STATION IS THE CENTER OF THE TOP OF A 238 FOOT HIGH STEEL MAST,
 EN0757'LOCATED ABOUT 2-1/2 MILES WEST OF THE CENTER OF TOWN AND 3/4 OF A
 EN0757'MILE SOUTH OF U. S. HIGHWAY 287.
 EN0757
 EN0757                          STATION RECOVERY (2004)
 EN0757
 EN0757'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0757'RECOVERED IN GOOD CONDITION.
 EN0757
 EN0757                          STATION RECOVERY (2005)
 EN0757
 EN0757'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0757'MICROWAVE TOWER IS THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0754 ***********************************************************************
 EN0754  DESIGNATION -  HEDLEY WATER TANK
 EN0754  PID         -  EN0754
 EN0754  STATE/COUNTY-  TX/DONLEY
 EN0754  USGS QUAD   -  HEDLEY (1982)
 EN0754
 EN0754                         *CURRENT SURVEY CONTROL
 EN0754  ___________________________________________________________________
 EN0754* NAD 83(1993)-  34 52 07.90375(N)    100 39 46.43371(W)     ADJUSTED  
 EN0754* NAVD 88     -                                                        
 EN0754  ___________________________________________________________________
 EN0754  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 EN0754  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EN0754
 EN0754  HORZ ORDER  -  THIRD
 EN0754
 EN0754.The horizontal coordinates were established by classical geodetic methods
 EN0754.and adjusted by the National Geodetic Survey in February 1996..
 EN0754
 EN0754
 EN0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0754
 EN0754.The geoid height was determined by GEOID03.
 EN0754
 EN0754;                    North         East     Units Scale Factor Converg.
 EN0754;SPC TX N     - 1,096,713.523   276,534.957   MT  0.99995648   +0 29 06.5
 EN0754;SPC TX N     - 3,598,134.28    907,265.10   sFT  0.99995648   +0 29 06.5
 EN0754;UTM  14      - 3,859,761.699   348,008.638   MT  0.99988473   -0 57 03.1
 EN0754
 EN0754                          SUPERSEDED SURVEY CONTROL
 EN0754
 EN0754  NAD 83(1993)-  34 52 07.90541(N)    100 39 46.43251(W) AD(       ) 4
 EN0754  NAD 83(1986)-  34 52 07.90857(N)    100 39 46.42416(W) AD(       ) 4
 EN0754  NAD 27      -  34 52 07.72500(N)    100 39 44.93500(W) AD(       ) 3
 EN0754
 EN0754.Superseded values are not recommended for survey control.
 EN0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0754.See file dsdata.txt to determine how the superseded data were derived.
 EN0754
 EN0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD4800959762(NAD 83)
 EN0754_MARKER: 53 = ELEVATED TANK
 EN0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0754+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 EN0754
 EN0754  HISTORY     - Date     Condition        Report By
 EN0754  HISTORY     - 1951     FIRST OBSERVED   CGS
 EN0754  HISTORY     - 1965     GOOD             CGS
 EN0754  HISTORY     - 1967     GOOD             CGS
 EN0754  HISTORY     - 20040806 GOOD             USPSQD
 EN0754  HISTORY     - 20050804 GOOD             USPSQD
 EN0754
 EN0754                          STATION DESCRIPTION
 EN0754
 EN0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 EN0754'THE PROMINENT ELEVATED WATER TANK IN HEDLEY, ABOUT 1/4 MILE
 EN0754'EAST OF R.R. STATION AND ON NORTH SIDE OF U.S. HIGHWAY 287.
 EN0754'TANK IS PAINTED SILVER, BOTTOM OF TANK AND SUPPORTING FRAMEWORK
 EN0754'IS PAINTED BLACK.  TANK IS ABOUT 150 FEET HIGH.  THE TOP
 EN0754'CENTER OF BALL ON TOP WAS THE POINT OBSERVED ON.
 EN0754
 EN0754                          STATION RECOVERY (1965)
 EN0754
 EN0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 EN0754'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN 1951.
 EN0754
 EN0754                          STATION RECOVERY (1967)
 EN0754
 EN0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0754'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 EN0754
 EN0754                          STATION RECOVERY (2004)
 EN0754
 EN0754'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 EN0754'RECOVERED AS DESCRIBED. THE TANK IS PAINTED SILVER.
 EN0754
 EN0754                          STATION RECOVERY (2005)
 EN0754
 EN0754'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 EN0754'WATER TANK IS THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1577 ***********************************************************************
 BL1577  DESIGNATION -  HEGAR
 BL1577  PID         -  BL1577
 BL1577  STATE/COUNTY-  TX/HARRIS
 BL1577  USGS QUAD   -  HOCKLEY (1980)
 BL1577
 BL1577                         *CURRENT SURVEY CONTROL
 BL1577  ___________________________________________________________________
 BL1577* NAD 83(1993)-  30 04 17.19451(N)    095 49 52.64749(W)     ADJUSTED  
 BL1577* NAVD 88     -        82.00   (+/-2cm)     269.0    (feet)  VERTCON   
 BL1577  ___________________________________________________________________
 BL1577  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BL1577  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1577
 BL1577  HORZ ORDER  -  SECOND
 BL1577  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1577
 BL1577.The horizontal coordinates were established by classical geodetic methods
 BL1577.and adjusted by the National Geodetic Survey in February 1996..
 BL1577
 BL1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1577.The vertical order pertains to the NGVD 29 superseded value.
 BL1577
 BL1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1577
 BL1577.The geoid height was determined by GEOID03.
 BL1577
 BL1577;                    North         East     Units Scale Factor Converg.
 BL1577;SPC TXSC     - 4,252,186.618   905,463.736   MT  0.99994566   +1 33 08.6
 BL1577;SPC TXSC     -13,950,715.60  2,970,675.61   sFT  0.99994566   +1 33 08.6
 BL1577;SPC TX C     - 3,053,655.624 1,133,960.726   MT  1.00001238   +2 19 07.7
 BL1577;SPC TX C     -10,018,535.16  3,720,336.15   sFT  1.00001238   +2 19 07.7
 BL1577;UTM  15      - 3,330,082.616   227,068.648   MT  1.00051914   -1 25 10.5
 BL1577
 BL1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1577!SPC TXSC     -   0.99999145  x   0.99994566  =   0.99993711
 BL1577!SPC TX C     -   0.99999145  x   1.00001238  =   1.00000383
 BL1577!UTM  15      -   0.99999145  x   1.00051914  =   1.00051058
 BL1577
 BL1577:                Primary Azimuth Mark                     Grid Az
 BL1577:SPC TXSC     -  HUMBLE TOMBALL GAS PLT CEN STK           088 26 26.8
 BL1577:SPC TX C     -  HUMBLE TOMBALL GAS PLT CEN STK           087 40 27.7
 BL1577:UTM  15      -  HUMBLE TOMBALL GAS PLT CEN STK           091 24 45.9
 BL1577
 BL1577|---------------------------------------------------------------------|
 BL1577| PID    Reference Object                     Distance      Geod. Az  |
 BL1577|                                                           dddmmss.s |
 BL1577| BL2243 HUMBLE TOMBALL GAS PLT CEN STK      APPROX.19.2 KM 0895935.4 |
 BL1577| BL1578 HEGAR RM 1                           19.459 METERS 15118     |
 BL1577| BL1579 HEGAR RM 2                           17.261 METERS 23644     |
 BL1577| BL2248 PTS 89 USGS 1952                    APPROX. 0.5 KM 2431123.1 |
 BL1577| BL2253 WALLER MUNICIPAL TANK               APPROX. 9.3 KM 2613045.8 |
 BL1577| BL2251 PRAIRIE VIEW COLL WATER TANK        APPROX.15.4 KM 2794450.9 |
 BL1577| BL2252 PRAIRIE VIEW COLL HEAT PLT STK      APPROX.15.4 KM 2794920.1 |
 BL1577|---------------------------------------------------------------------|
 BL1577
 BL1577                          SUPERSEDED SURVEY CONTROL
 BL1577
 BL1577  NAD 83(1986)-  30 04 17.20905(N)    095 49 52.62999(W) AD(       ) 2
 BL1577  NAD 27      -  30 04 16.42227(N)    095 49 51.80130(W) AD(       ) 2
 BL1577  NGVD 29 (??/??/92)   81.995  (m)          269.01   (f) ADJ UNCH    2 0
 BL1577
 BL1577.Superseded values are not recommended for survey control.
 BL1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1577.See file dsdata.txt to determine how the superseded data were derived.
 BL1577
 BL1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2706930083(NAD 83)
 BL1577_MARKER: DS = TRIANGULATION STATION DISK
 BL1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1577_STAMPING: HEGAR 1952
 BL1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1577+STABILITY: SURFACE MOTION
 BL1577
 BL1577  HISTORY     - Date     Condition        Report By
 BL1577  HISTORY     - 1952     MONUMENTED       CGS
 BL1577  HISTORY     - 1954     GOOD             CGS
 BL1577  HISTORY     - 1954     GOOD             NGS
 BL1577
 BL1577                          STATION DESCRIPTION
 BL1577
 BL1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1577'THE STATION IS LOCATED ABOUT 13.0 MILES WEST OF TOMBALL, 6.0
 BL1577'MILES EAST OF WALLER AND 3.3 MILES NORTH-NORTHEAST OF HOCKLEY
 BL1577'NEAR THE TOP OF THE HIGHEST HILL IN THE IMMEDIATE VICINITY
 BL1577'ON LAND OWNED BY THE HEGAR BROTHERS.  IT IS ABOUT 0.2 MILE
 BL1577'SOUTHWEST OF A WINDMILL AND TANK, 66.0 FEET NORTHWEST OF A
 BL1577'LARGE CHINABERRY TREE, 58.0 FEET NORTH-NORTHEAST OF A CEDAR
 BL1577'TREE, 16.0 FEET EAST OF THE CENTER OF A TRACK ROAD AND
 BL1577'5.0 FEET WEST-NORTHWEST OF A WITNESS POST.  IT PROJECTS 5
 BL1577'INCHES AND IS STAMPED HEGAR 1952.
 BL1577'
 BL1577'REFERENCE MARK NO. 1 IS 16.0 FEET EAST OF A CEDAR TREE AND
 BL1577'8.0 FEET NORTHWEST OF A LARGE CHINABERRY TREE.  IT PROJECTS
 BL1577'2 INCHES AND IS STAMPED HEGAR NO 1 1952.
 BL1577'
 BL1577'REFERENCE MARK NO. 2 IS 31.0 FEET WEST OF THE CENTER OF A TRACK
 BL1577'ROAD, 19.0 FEET SOUTHEAST OF A CHINABERRY TREE AND 16.0 FEET
 BL1577'NORTHWEST OF A SMALL THORN TREE.  IT PROJECTS 2 INCHES AND IS
 BL1577'STAMPED HEGAR NO 2 1952.
 BL1577'
 BL1577'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL1577'NO. 2 IS 81.90 FEET.
 BL1577'
 BL1577'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY STATION 154.0
 BL1577'FEET EAST OF THE CENTER OF A WIRE GATE, 46.0 FEET EAST OF A
 BL1577'POWER LINE POLE, 22.0 FEET NORTH OF THE CENTER OF THE
 BL1577'WALLER-TOMBALL ROAD, 6.5 FEET SOUTH OF A FENCE AND 1.0 FOOT SOUTH
 BL1577'OF A WITNESS POST.  IT IS A BRONZE CAP RIVETED TO THE
 BL1577'TOP OF A FOUR INCH CAST IRON PIPE PROJECTING 8 INCHES ABOVE
 BL1577'THE SURFACE OF THE GROUND AND IS STAMPED PRIM TRAV STA NO
 BL1577'89 264 1915.
 BL1577'
 BL1577'TO REACH THE STATION FROM THE CROSSROAD JUST WEST OF THE
 BL1577'RAILROAD DEPOT IN HOCKLEY, GO NORTH ON THE HEGAR ROAD FOR 3.0
 BL1577'MILES TO A T ROAD RIGHT AND THE JUNCTION WITH THE WALLER-TOMBALL
 BL1577'ROAD, TURN RIGHT AND GO EAST ON THE WALLER-TOMBALL ROAD FOR
 BL1577'0.3 MILE TO A WIRE GATE ON THE LEFT AND THE AZIMUTH MARK ABOUT
 BL1577'50 YARDS PAST THIS GATE AS DESCRIBED.  TURN LEFT THROUGH WIRE
 BL1577'GATE AND FOLLOW A TRACK ROAD NORTHEASTERLY ACROSS PASTURE FOR
 BL1577'0.4 MILE TO THE TOP OF THE HILL NEAR AN OLD BUILDING SITE
 BL1577'AND THE STATION AS DESCRIBED.
 BL1577'
 BL1577'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BL1577
 BL1577                          STATION RECOVERY (1954)
 BL1577
 BL1577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BL1577'2.9 MILES NORTH ALONG HEGAR ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1577'RAILROAD STATION AT HOCKLEY, THENCE 0.7 MILE EAST ALONG THE
 BL1577'WALLER AND TOMBALL ROAD, THENCE 0.2 MILE NORTH ALONG A PRIVATE
 BL1577'TRACK ROAD, 0.15 MILE SOUTHEAST OF A WINDMILL AND WATER TANK,
 BL1577'0.05 MILE WEST OF A PRIVATE TRACK ROAD, 66 FEET NORTHWEST OF
 BL1577'A TRIANGULAR BLAZED CHINA BERRY TREE, 16 FEET EAST OF THE
 BL1577'CENTER LINE OF A TRACK ROAD, 5 FEET WEST OF A WITNESS POST,
 BL1577'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 BL1577'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED HEGAR 1952.
 BL1577'
 BL1577'HEGAR R.M. 1 IS 63.8 FEET SOUTHEAST OF TRIANGULATION STATION
 BL1577'HEGAR 1952, 7.5 FEET SOUTHWEST OF A TRIANGULAR BLAZED CHINA
 BL1577'BERRY TREE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 BL1577'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED HEGAR
 BL1577'NO 1 1952.
 BL1577'
 BL1577'HEGAR R.M. 2 IS 56.6 FEET WEST OF TRIANGULATION STATION HEGAR
 BL1577'1952, 31 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, A
 BL1577'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BL1577'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED HEGAR NO 2 1952.
 BL1577
 BL1577                          STATION RECOVERY (1954)
 BL1577
 BL1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1577'3.8 MI N FROM HOCKLEY.
 BL1577'2.9 MILES NORTH ALONG HEGAR ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1577'RAILROAD STATION AT HOCKLEY, THENCE 0.7 MILE EAST ALONG THE WALLER AND
 BL1577'TOMBALL ROAD, THENCE 0.2 MILE NORTH ALONG A PRIVATE TRACK ROAD, 0.15
 BL1577'MILE SOUTHEAST OF A WINDMILL AND WATER TANK, 0.05 MILE WEST OF A
 BL1577'PRIVATE TRACK ROAD, 66 FEET NORTHWEST OF A TRIANGULAR BLAZED CHINA
 BL1577'BERRY TREE, 16 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 5 FEET
 BL1577'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL1577'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1578 ***********************************************************************
 BL1578  DESIGNATION -  HEGAR RM 1
 BL1578  PID         -  BL1578
 BL1578  STATE/COUNTY-  TX/HARRIS
 BL1578  USGS QUAD   -  HOCKLEY (1980)
 BL1578
 BL1578                         *CURRENT SURVEY CONTROL
 BL1578  ___________________________________________________________________
 BL1578* NAD 83(1986)-  30 04 17.     (N)    095 49 52.     (W)     SCALED    
 BL1578* NAVD 88     -        81.96   (+/-2cm)     268.9    (feet)  VERTCON   
 BL1578  ___________________________________________________________________
 BL1578  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1578
 BL1578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1578
 BL1578.The horizontal coordinates were scaled from a topographic map and have
 BL1578.an estimated accuracy of +/- 6 seconds.
 BL1578
 BL1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1578.The vertical order pertains to the NGVD 29 superseded value.
 BL1578
 BL1578.The geoid height was determined by GEOID03.
 BL1578
 BL1578;                    North         East    Units  Estimated Accuracy
 BL1578;SPC TXSC     - 4,252,180.      905,480.      MT  (+/- 180 meters Scaled)
 BL1578
 BL1578                          SUPERSEDED SURVEY CONTROL
 BL1578
 BL1578  NGVD 29 (??/??/92)   81.956  (m)          268.88   (f) ADJ UNCH    2 0
 BL1578
 BL1578.Superseded values are not recommended for survey control.
 BL1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1578.See file dsdata.txt to determine how the superseded data were derived.
 BL1578
 BL1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP270300(NAD 83)
 BL1578_MARKER: DR = REFERENCE MARK DISK
 BL1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1578_STAMPING: HEGAR NO 1 1952
 BL1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1578+STABILITY: SURFACE MOTION
 BL1578
 BL1578  HISTORY     - Date     Condition        Report By
 BL1578  HISTORY     - 1952     MONUMENTED       CGS
 BL1578  HISTORY     - 1954     GOOD             NGS
 BL1578
 BL1578                          STATION DESCRIPTION
 BL1578
 BL1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1578'3.8 MI N FROM HOCKLEY.
 BL1578'2.9 MILES NORTH ALONG HEGAR ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1578'RAILROAD STATION AT HICKLEY, THENCE 0.7 MILE EAST ALONG THE WALLER AND
 BL1578'TOMBALL ROAD, THENCE 0.2 MILE NORTH ALONG A PRIVATE TRACK ROAD, 0.15
 BL1578'MILE SOUTHEAST OF A WINDMILL AND WATER TANK, 0.05 MILE WEST OF A
 BL1578'PRIVATE TRACK ROAD, 63.8 FEET SOUTHEAST OF TRIANGULATION STATION HEGAR
 BL1578'1952, 7.5 FEET SOUTHWEST OF A TRIANGULAR BLAZED CHINA BERRY TREE, SET
 BL1578'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 BL1578'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1579 ***********************************************************************
 BL1579  DESIGNATION -  HEGAR RM 2
 BL1579  PID         -  BL1579
 BL1579  STATE/COUNTY-  TX/HARRIS
 BL1579  USGS QUAD   -  HOCKLEY (1980)
 BL1579
 BL1579                         *CURRENT SURVEY CONTROL
 BL1579  ___________________________________________________________________
 BL1579* NAD 83(1986)-  30 04 17.     (N)    095 49 53.     (W)     SCALED    
 BL1579* NAVD 88     -        82.02   (+/-2cm)     269.1    (feet)  VERTCON   
 BL1579  ___________________________________________________________________
 BL1579  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1579
 BL1579  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1579
 BL1579.The horizontal coordinates were scaled from a topographic map and have
 BL1579.an estimated accuracy of +/- 6 seconds.
 BL1579
 BL1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1579.The vertical order pertains to the NGVD 29 superseded value.
 BL1579
 BL1579.The geoid height was determined by GEOID03.
 BL1579
 BL1579;                    North         East    Units  Estimated Accuracy
 BL1579;SPC TXSC     - 4,252,180.      905,450.      MT  (+/- 180 meters Scaled)
 BL1579
 BL1579                          SUPERSEDED SURVEY CONTROL
 BL1579
 BL1579  NGVD 29 (??/??/92)   82.008  (m)          269.05   (f) ADJ UNCH    2 0
 BL1579
 BL1579.Superseded values are not recommended for survey control.
 BL1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1579.See file dsdata.txt to determine how the superseded data were derived.
 BL1579
 BL1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP270300(NAD 83)
 BL1579_MARKER: DR = REFERENCE MARK DISK
 BL1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1579_STAMPING: HEGAR NO 2 1952
 BL1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1579+STABILITY: SURFACE MOTION
 BL1579
 BL1579  HISTORY     - Date     Condition        Report By
 BL1579  HISTORY     - 1952     MONUMENTED       CGS
 BL1579  HISTORY     - 1954     GOOD             NGS
 BL1579  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 BL1579
 BL1579                          STATION DESCRIPTION
 BL1579
 BL1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1579'3.8 MI N FROM HOCKLEY.
 BL1579'2.9 MILES NORTH ALONG HEGAR ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1579'RAILROAD STATION AT HOCKLEY, THENCE 0.7 MILE EAST ALONG THE WALLER AND
 BL1579'TOMBALL ROAD, THENCE 0.2 MILE NORTH ALONG A PRIVATE TRACK ROAD, 0.15
 BL1579'MILE SOUTHEAST OF A WINDMILL AND WATER TANK, 0.05 MILE WEST OF A
 BL1579'PRIVATE TRACK ROAD, 56.6 FEET WEST OF TRIANGULATION STATION HEGAR
 BL1579'1952, 31 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, SET IN THE TOP
 BL1579'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL1579
 BL1579                          STATION RECOVERY (2004)
 BL1579
 BL1579'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 BL1579'NO WATER TANK, WIND MILL OR BENCH MARK IN THE AREA.  CONSTRUCTION TO
 BL1579'LAY FIBER OPTIC CABLE PROBABLY CAUSED DESTRUCTION OF THIS BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0580 ***********************************************************************
 DP0580  DESIGNATION -  HEIM
 DP0580  PID         -  DP0580
 DP0580  STATE/COUNTY-  TX/CROSBY
 DP0580  USGS QUAD   -  MOUNT BLANCO (1966)
 DP0580
 DP0580                         *CURRENT SURVEY CONTROL
 DP0580  ___________________________________________________________________
 DP0580* NAD 83(1993)-  33 49 33.20924(N)    101 11 37.59673(W)     ADJUSTED  
 DP0580* NAVD 88     -       937.     (meters)    3074.     (feet)  SCALED    
 DP0580  ___________________________________________________________________
 DP0580  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 DP0580  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DP0580
 DP0580  HORZ ORDER  -  FIRST
 DP0580
 DP0580.The horizontal coordinates were established by classical geodetic methods
 DP0580.and adjusted by the National Geodetic Survey in February 1996..
 DP0580
 DP0580.The orthometric height was scaled from a topographic map.
 DP0580
 DP0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0580
 DP0580.The geoid height was determined by GEOID03.
 DP0580
 DP0580;                    North         East     Units Scale Factor Converg.
 DP0580;SPC TXNC     - 2,242,641.850   350,665.774   MT  0.99996377   -1 28 09.0
 DP0580;SPC TXNC     - 7,357,734.14  1,150,475.96   sFT  0.99996377   -1 28 09.0
 DP0580;UTM  14      - 3,745,015.698   296,978.055   MT  1.00010815   -1 13 17.9
 DP0580
 DP0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0580!SPC TXNC     -   0.99985700  x   0.99996377  =   0.99982077
 DP0580!UTM  14      -   0.99985700  x   1.00010815  =   0.99996513
 DP0580
 DP0580:                Primary Azimuth Mark                     Grid Az
 DP0580:SPC TXNC     -  HEIM AZ MK RESET                         008 01 23.0
 DP0580:UTM  14      -  HEIM AZ MK RESET                         007 46 31.9
 DP0580
 DP0580|---------------------------------------------------------------------|
 DP0580| PID    Reference Object                     Distance      Geod. Az  |
 DP0580|                                                           dddmmss.s |
 DP0580| CJ7442 HEIM AZ MK RESET                                   0063314.0 |
 DP0580| DP0575 DOUGHERTY WATER TANK                APPROX.16.3 KM 0364929.7 |
 DP0580| CJ7443 HEIM RM 1                            73.466 METERS 05328     |
 DP0580| CJ7441 HEIM AZ MK                                         1744458.7 |
 DP0580| DP0594 CROSBYTON DAIRY WATER TANK          APPROX.17.8 KM 1960830.0 |
 DP0580| CJ7444 HEIM RM 2                            48.875 METERS 34313     |
 DP0580|---------------------------------------------------------------------|
 DP0580
 DP0580                          SUPERSEDED SURVEY CONTROL
 DP0580
 DP0580  NAD 83(1993)-  33 49 33.21306(N)    101 11 37.59431(W) AD(       ) 1
 DP0580  NAD 83(1986)-  33 49 33.21492(N)    101 11 37.59043(W) AD(       ) 1
 DP0580  NAD 27      -  33 49 32.90900(N)    101 11 36.06000(W) AD(       ) 1
 DP0580
 DP0580.Superseded values are not recommended for survey control.
 DP0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0580.See file dsdata.txt to determine how the superseded data were derived.
 DP0580
 DP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9697845016(NAD 83)
 DP0580_MARKER: DS = TRIANGULATION STATION DISK
 DP0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0580_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0580
 DP0580  HISTORY     - Date     Condition        Report By
 DP0580  HISTORY     - 1935     MONUMENTED       CGS
 DP0580  HISTORY     - 1938     GOOD             TXHD
 DP0580  HISTORY     - 1949     GOOD             CGS
 DP0580  HISTORY     - 1950     POOR             CGS
 DP0580  HISTORY     - 1964     GOOD             CGS
 DP0580
 DP0580                          STATION DESCRIPTION
 DP0580
 DP0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0580'STATION IS LOCATED NEAR THE FLOYD-CROSBY COUNTY LINE ON
 DP0580'PROPERTY OF MRS. J.L. HEIM OF PADUCAH, TEXAS, ABOUT 12.5 MILES
 DP0580'A LITTLE E OF N OF CROSBYTON AND 9 MILES A LITTLE S OF W OF THE
 DP0580'CORNER OF CROSBY, FLOYD, MOTLEY AND DICKENS COUNTIES.  STATION
 DP0580'IS ABOUT 200 FEET W OF CENTER LINE OF N-S ROAD AND 6 FEET N
 DP0580'OF E-W FENCE.
 DP0580'
 DP0580'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0580'BRONZE DISKS SET IN CONCRETE.
 DP0580'
 DP0580'REFERENCE MARK NO. 1 IS 241.03 FEET NE OF STATION IN FENCE
 DP0580'CORNER, 15 FEET W OF CENTER LINE OF N-S ROAD.
 DP0580'
 DP0580'REFERENCE MARK NO. 2 IS 160.42 FEET NNW OF STATION IN N-S FENCE
 DP0580'LINE, 20 FEET S OF FENCE CORNER.
 DP0580'
 DP0580'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE S OF STATION IN FENCE
 DP0580'CORNER, AND 20 FEET W OF CENTER LINE OF N-S ROAD.
 DP0580'
 DP0580'STATION IS REACHED FROM THE NE CORNER OF THE SQUARE IN
 DP0580'CROSBYTON BY GOING N 4.5 MILES ON ROAD LEADING FROM THIS POINT,
 DP0580'THEN TURN RIGHT (E) ON MAIN ROAD AND GO 0.35 MILE, TURN LEFT
 DP0580'(N) AND GO 2.0 MILES, TURN LEFT (W) AND GO 1.0 MILE, TURN
 DP0580'RIGHT (N) AT T-ROAD JUNCTION AND GO 2.8 MILES, TURN RIGHT (E)
 DP0580'AT ANOTHER T-ROAD JUNCTION AND FOLLOW MAIN ROAD EASTERLY ACROSS
 DP0580'CANYON FOR 2.65 MILES, KEEP RIGHT (E) AT THE TOP OF THE
 DP0580'CANYON AND GO 0.7 MILE TO STILL ANOTHER T-ROAD JUNCTION, TURN
 DP0580'LEFT (N) AND GO 1.65 MILES TO HOUSE ON LEFT AND STATION SITE.
 DP0580'
 DP0580'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DP0580
 DP0580                          STATION RECOVERY (1938)
 DP0580
 DP0580'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0580'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DP0580'GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 DP0580'MARK.
 DP0580
 DP0580                          STATION RECOVERY (1949)
 DP0580
 DP0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DP0580'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DP0580'DESCRIBED.
 DP0580'
 DP0580'AT THE REQUEST OF THE PROPERTY OWNER, MR. S.G. APPLING WHO
 DP0580'LIVES 0.5 MILE S OF THE AZIMUTH MARK, THE AZIMUTH MARK WAS
 DP0580'LOWERED APPROXIMATELY 1 FOOT AND PLUMBED TO ITS ORIGINAL POSITION.
 DP0580'IT IS NOW IN THE EDGE OF A CULTIVATED FIELD, 27 FEET W OF THE
 DP0580'CENTER LINE OF THE GRADED N-S ROAD, 100 FEET SW OF THE MOST SW
 DP0580'BUSH IN THE BRUSHY AREA ON THE E SIDE OF THE ROAD, AND IS 8
 DP0580'INCHES BELOW THE SURFACE.  THE MARK IS THE ORIGINAL DISK AND
 DP0580'CONCRETE MONUMENT AND IS SURROUNDED BY BROKEN STONE AS AN
 DP0580'ADDITIONAL AID TO SEARCHERS.  IT IS 0.35 MILE DUE S OF THE
 DP0580'STATION.
 DP0580
 DP0580                          STATION RECOVERY (1950)
 DP0580
 DP0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 DP0580'R.M. 2 RECOVERED.  STATION AND R.M. 1 HAVE BEEN PLOWED UP OR
 DP0580'COVERED UP.  DESCRIPTION GOOD.
 DP0580
 DP0580                          STATION RECOVERY (1964)
 DP0580
 DP0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0580'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 DP0580'CONDITION.  REFERENCE MARK 1 WAS RECOVERED.  HOWEVER, THE MONUMENT
 DP0580'WAS FOUND TILTED OUT OF ITS ORIGINAL POSITION AND THE DISK WAS
 DP0580'REMOVED.  THE AZIMUTH MARK WAS NOT RECOVERED.  A NEW AZIMUTH
 DP0580'MARK WAS ESTABLISHED.  REFERENCE MARK 3 WAS ESTABLISHED AND
 DP0580'OCCUPIED.  A TOWER CAN NO LONGER BE ERECTED OVER THE TRUE STATION.
 DP0580'A DIFFERENCE IN THE DISTANCE TO REFERENCE MARK 2 WAS FOUND AND
 DP0580'NOTED IN THE FIELD.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DP0580'
 DP0580'THE STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHEAST OF FLOYDADA, 11
 DP0580'1/2 MILES EAST NORTHEAST OF CONE, AND 10 MILES SOUTHWEST OF
 DP0580'DOUGHERTY.
 DP0580'
 DP0580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND TEXAS
 DP0580'FARM ROAD 1958 IN THE SOUTHEAST EDGE OF FLOYDADA, GO SOUTH ON FARM
 DP0580'ROAD 1958 FOR 9.9 MILES TO ITS JUNCTION WITH FARM ROAD 651.  TURN
 DP0580'RIGHT ON FARM ROAD 651 AND GO SOUTH FOR 5.4 MILES TO SIDE ROAD
 DP0580'LEFT.  (THIS IS JUST BEFORE GOING DOWNHILL INTO A CAYON.) TURN LEFT
 DP0580'AND GO EAST FOR 2.15 TO A T JUNCTION.  TURN LEFT AND GO NORTH FOR
 DP0580'0.5 MILE TO A SIDE ROAD RIGHT AT A COTTON GIN, TURN RIGHT AND GO EAST
 DP0580'FOR 0.7 MILE TO A T JUNCTION AND THE STATION ON THE LEFT.  TO
 DP0580'REACH THE AZIMUTH MARK FROM THIS POINT GO NORTH ON A BLADED
 DP0580'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT AND A SIDE ROAD ON THE
 DP0580'RIGHT.
 DP0580'
 DP0580'THE STATION MARK IS A STANDARD DISK, STAMPED HEIM 1935, SET IN THE
 DP0580'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, AND 1 INCH
 DP0580'BELOW THE GROUND SURFACE.  IT IS 200 FEET WEST OF THE CENTER OF A
 DP0580'NORTH-SOUTH BLADED ROAD, 165 FEET NORTH OF THE CENTER OF AN
 DP0580'EAST-WEST BLADED ROAD, 27.3 FEET NORTH OF THE NORTHWEST CORNER OF A
 DP0580'SMALL HOUSE, 18.5 FEET EAST NORTHEAST OF THE WESTERLY MOST ONE OF
 DP0580'FOUR ELM TREES AND AT THE SOUTH EDGE OF AN OPEN AREA USED AS A
 DP0580'DRIVEWAY.
 DP0580'
 DP0580'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HEIM NO 2 1935, SET IN
 DP0580'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, AND
 DP0580'PROJECTING 10 INCHES ABOVE THE GROUND.  IT IS 70.0 FEET EAST
 DP0580'SOUTHEAST OF A FENCE CORNER, 17.9 FEET NORTH NORTHEAST OF THE NEAREST
 DP0580'POINT OF A ROUND, METAL GRAIN TANK 1.6 FEET EAST OF A WITNESS POST
 DP0580'AND ABOUT LEVEL WITH THE STATION.
 DP0580'
 DP0580'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HEIM NO 3 1935, SET IN
 DP0580'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, AND 18
 DP0580'INCHES BELOW THE GROUND SURFACE.  IT IS 125.6 FEET NORTH NORTHEAST
 DP0580'OF A LARGE ELM TREE, 60 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 DP0580'BLADED ROAD, 34 FEET NORTH OF THE CENTER OF A DRIVEWAY LEADING TO
 DP0580'THE SMALL HOUSE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 DP0580'
 DP0580'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HEIM 1935 RESET 1964,
 DP0580'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES
 DP0580'BELOW THE GROUND SURFACE.
 DP0580'
 DP0580'IT IS 44 FEET NORTH OF THE CENTER OF AN EAST-WEST BLADED ROAD, 23
 DP0580'FEET EAST OF THE CENTER OF A NORTH-SOUTH BLADED ROAD, 2.2 FEET WEST
 DP0580'NORTHWEST OF A WITNESS POST, AND 1.6 FEET SOUTHEAST OF A POWER
 DP0580'LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0581 ***********************************************************************
 DP0581  DESIGNATION -  HEIM RM 3
 DP0581  PID         -  DP0581
 DP0581  STATE/COUNTY-  TX/CROSBY
 DP0581  USGS QUAD   -  MOUNT BLANCO (1966)
 DP0581
 DP0581                         *CURRENT SURVEY CONTROL
 DP0581  ___________________________________________________________________
 DP0581* NAD 83(1993)-  33 49 34.19358(N)    101 11 35.76533(W)     ADJUSTED  
 DP0581* NAVD 88     -       937.     (meters)    3074.     (feet)  SCALED    
 DP0581  ___________________________________________________________________
 DP0581  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 DP0581  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DP0581
 DP0581  HORZ ORDER  -  SECOND
 DP0581
 DP0581.The horizontal coordinates were established by classical geodetic methods
 DP0581.and adjusted by the National Geodetic Survey in February 1996..
 DP0581
 DP0581.The orthometric height was scaled from a topographic map.
 DP0581
 DP0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0581
 DP0581.The geoid height was determined by GEOID03.
 DP0581
 DP0581;                    North         East     Units Scale Factor Converg.
 DP0581;SPC TXNC     - 2,242,670.960   350,713.628   MT  0.99996383   -1 28 08.0
 DP0581;SPC TXNC     - 7,357,829.64  1,150,632.96   sFT  0.99996383   -1 28 08.0
 DP0581;UTM  14      - 3,745,045.019   297,025.790   MT  1.00010791   -1 13 16.9
 DP0581
 DP0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0581!SPC TXNC     -   0.99985700  x   0.99996383  =   0.99982083
 DP0581!UTM  14      -   0.99985700  x   1.00010791  =   0.99996489
 DP0581
 DP0581:                Primary Azimuth Mark                     Grid Az
 DP0581:SPC TXNC     -  HEIM AZ MK RESET                         003 41 59.7
 DP0581:UTM  14      -  HEIM AZ MK RESET                         003 27 08.6
 DP0581
 DP0581|---------------------------------------------------------------------|
 DP0581| PID    Reference Object                     Distance      Geod. Az  |
 DP0581|                                                           dddmmss.s |
 DP0581| CJ7442 HEIM AZ MK RESET                                   0021351.7 |
 DP0581| DP0577 DOUGHERTY PROD COOP ELEVATOR        APPROX.16.3 KM 0355216.6 |
 DP0581| DP0575 DOUGHERTY WATER TANK                APPROX.16.3 KM 0364523.5 |
 DP0581| DP0580 HEIM                                 56.015 METERS 23713     |
 DP0581| DP0602 FLOYDADA PANHANDLE COMP CO TK       APPROX.20.4 KM 3232228.2 |
 DP0581| DP0603 FLOYDADA EAST MUNICIPAL TANK        APPROX.22.2 KM 3233657.6 |
 DP0581|---------------------------------------------------------------------|
 DP0581
 DP0581                          SUPERSEDED SURVEY CONTROL
 DP0581
 DP0581  NAD 83(1993)-  33 49 34.19739(N)    101 11 35.76293(W) AD(       ) 2
 DP0581  NAD 83(1986)-  33 49 34.19925(N)    101 11 35.75905(W) AD(       ) 2
 DP0581  NAD 27      -  33 49 33.90843(N)    101 11 34.20070(W) AD(       ) 2
 DP0581
 DP0581.Superseded values are not recommended for survey control.
 DP0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0581.See file dsdata.txt to determine how the superseded data were derived.
 DP0581
 DP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9702645045(NAD 83)
 DP0581_MARKER: DS = TRIANGULATION STATION DISK
 DP0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0581+STABILITY: SURFACE MOTION
 DP0581
 DP0581  HISTORY     - Date     Condition        Report By
 DP0581  HISTORY     - 1964     MONUMENTED       CGS
 DP0581
 DP0581                          STATION DESCRIPTION
 DP0581
 DP0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0581'THE STATION IS ABOUT 13-1/2 MILES SOUTHEAST OF FLOYDADA, 11-1/2 MILES
 DP0581'EAST-NORTHEAST OF CONE AND 10 MILES SOUTHWEST OF DOUGHERTY.
 DP0581'
 DP0581'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND FARM
 DP0581'ROAD 1958 AT THE SOUTHEAST EDGE OF FLOYDADA, GO SOUTH ON FARM ROAD
 DP0581'1958 FOR 9.9 MILES TO FARM ROAD 651 ON THE RIGHT.  TURN RIGHT AND
 DP0581'GO SOUTH ON FARM ROAD L51 FOR 5.4 MILES TO A SIDE ROAD ON THE LEFT.
 DP0581'(THIS IS ABOUT 100 YARDS NORTH OF WHERE THE ROAD GOES DOWN INTO
 DP0581'A CANYON) TURN LEFT AND GO EAST FOR 2.15 MILES TO A T-JUNCTION.
 DP0581'TURN LEFT AND GO NORTH 0.5 MILE TO A SIDE ROAD ON THE RIGHT AT A
 DP0581'COTTON GIN.  TURN RIGHT AND GO EAST 0.7 MILE TO A T-JUNCTION AT
 DP0581'THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THIS
 DP0581'POINT, GO NORTH ON A BLADED ROAD FOR 0.3 MILE TO A SIDE ROAD AND
 DP0581'THE AZIMUTH MARK ON THE RIGHT.
 DP0581'
 DP0581'THE STATION IS MARKED BY A STANDARD REFERENCE MARK DISK, STAMPED
 DP0581'HEIM NO 3 1935, SET IN THE TOP OF A CONCRETE POST 12 INCHES IN
 DP0581'DIAMETER AND 18 INCHES BELOW THE GROUND SURFACE.  IT IS 125.6 FEET
 DP0581'NORTH-NORTHEAST OF A TREE, 60 FEET WEST OF THE CENTERLINE OF A
 DP0581'NORTH-SOUTH BLADED ROAD, 34 FEET NORTH OF THE CENTERLINE OF A
 DP0581'DRIVEWAY LEADING TO A HOUSE.
 DP0581'
 DP0581'HEIM 1935 IS A STANDARD TRIANGULATION STATION DISK, SET IN THE TOP OF
 DP0581'A CONCRETE POST 12 INCHES IN DIAMETER AND 1 INCH BELOW THE GROUND
 DP0581'SURFACE.  IT IS 200 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 DP0581'BLADED ROAD, 165 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 DP0581'BLADED ROAD, 27.3 FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE,
 DP0581'18.5 FEET EAST-NORTHEAST OF THE MOST WESTERLY ONE OF FOUR TREES AND
 DP0581'AT THE SOUTH EDGE OF AN OPEN AREA USED AS A DRIVEWAY.
 DP0581'
 DP0581'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HEIM 1935 RESET 1964,
 DP0581'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 2 INCHES
 DP0581'BELOW THE GROUND SURFACE.  IT IS 44 FEET NORTH OF THE CENTERLINE
 DP0581'OF AN EAST-WEST BLADED ROAD, 23 FEET EAST OF THE CENTERLINE OF
 DP0581'A NORTH-SOUTH ROAD, 2.2 FEET WEST-NORTHWEST OF A WITNESS POST AND 1.6
 DP0581'FEET SOUTHEAST OF A POWERLINE POLE.
 DP0581'
 DP0581'NOTE--A TOWER COULD NOT BE ERECTED OVER HEIM 1935 BECAUSE OF DAMAGE
 DP0581'TO SHADE TREES AND ITS PROXIMITY TO A DWELLING.
 DP0581'
 DP0581'SEE RECOVEREY NOTE FOR HEIM 1935.
 DP0581'
 DP0581'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0866 ***********************************************************************
 FM0866  DESIGNATION -  HELDON
 FM0866  PID         -  FM0866
 FM0866  STATE/COUNTY-  TX/MOORE
 FM0866  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0866
 FM0866                         *CURRENT SURVEY CONTROL
 FM0866  ___________________________________________________________________
 FM0866* NAD 83(1993)-  35 37 32.94919(N)    102 09 28.30295(W)     ADJUSTED  
 FM0866* NAVD 88     -      1157.9    (meters)    3799.     (feet)  VERTCON   
 FM0866  ___________________________________________________________________
 FM0866  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 FM0866  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FM0866
 FM0866  HORZ ORDER  -  SECOND
 FM0866
 FM0866.The horizontal coordinates were established by classical geodetic methods
 FM0866.and adjusted by the National Geodetic Survey in February 1996..
 FM0866
 FM0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0866
 FM0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0866
 FM0866.The geoid height was determined by GEOID03.
 FM0866
 FM0866;                    North         East     Units Scale Factor Converg.
 FM0866;SPC TX N     - 1,180,561.944   140,411.168   MT  0.99991744   -0 22 52.5
 FM0866;SPC TX N     - 3,873,226.98    460,665.64   sFT  0.99991744   -0 22 52.5
 FM0866;UTM  13      - 3,946,168.012   757,393.945   MT  1.00041649   +1 39 23.1
 FM0866
 FM0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0866!SPC TX N     -   0.99982236  x   0.99991744  =   0.99973982
 FM0866!UTM  13      -   0.99982236  x   1.00041649  =   1.00023878
 FM0866
 FM0866:                Primary Azimuth Mark                     Grid Az
 FM0866:SPC TX N     -  EXCELL US BUR OF MINE WATER TK           089 44 17.9
 FM0866:UTM  13      -  EXCELL US BUR OF MINE WATER TK           087 42 02.3
 FM0866
 FM0866|---------------------------------------------------------------------|
 FM0866| PID    Reference Object                     Distance      Geod. Az  |
 FM0866|                                                           dddmmss.s |
 FM0866| FL1863 EXCELL US BUR OF MINE WATER TK      APPROX.16.7 KM 0892125.4 |
 FM0866| FL1864 EXCELL US BUR OF MINE LOT           APPROX.16.6 KM 0894142.2 |
 FM0866| CJ7450 HELDON RM 1                                        18645     |
 FM0866| CJ7452 HELDON RM 3                           7.922 METERS 20240     |
 FM0866| CJ7451 HELDON RM 2                           8.755 METERS 28343     |
 FM0866| FM0869 CHANNING SW PUB SER CO TANK         APPROX.17.2 KM 2932516.9 |
 FM0866| FM0147 HELDON AZ MK                                       3071249.1 |
 FM0866| CJ7449 HELDON AZ MK 2                                     3435631.4 |
 FM0866|---------------------------------------------------------------------|
 FM0866
 FM0866                          SUPERSEDED SURVEY CONTROL
 FM0866
 FM0866  NAD 83(1993)-  35 37 32.95070(N)    102 09 28.29973(W) AD(       ) 2
 FM0866  NAD 83(1986)-  35 37 32.95690(N)    102 09 28.29347(W) AD(       ) 2
 FM0866  NAD 27      -  35 37 32.80100(N)    102 09 26.61300(W) AD(       ) 2
 FM0866  NGVD 29 (07/19/86) 1157.4    (m)         3797.     (f) VERT ANG       
 FM0866
 FM0866.Superseded values are not recommended for survey control.
 FM0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0866.See file dsdata.txt to determine how the superseded data were derived.
 FM0866
 FM0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV5739446168(NAD 83)
 FM0866_MARKER: DS = TRIANGULATION STATION DISK
 FM0866_SETTING: 66 = SET IN ROCK OUTCROP
 FM0866
 FM0866  HISTORY     - Date     Condition        Report By
 FM0866  HISTORY     - 1935     MONUMENTED       CGS
 FM0866  HISTORY     - 1953     GOOD             CGS
 FM0866  HISTORY     - 1971     GOOD             USGS
 FM0866
 FM0866                          STATION DESCRIPTION
 FM0866
 FM0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0866'THIS STATION IS 10 MILES, AIRLINE, E OF CHANNING, ON TOP OF A
 FM0866'FLAT-TOPPED, ROCKY, ISOLATED BUTTE, WHICH IS ABOUT 100 FEET
 FM0866'HIGH, ABOUT 30 FEET WIDE, AND 100 FEET LONG IN AN E-W DIRECTION.
 FM0866'IT IS 3/4 MILE S OF THE HIGH BREAKS N OF THE CANADIAN RIVER,
 FM0866'4 MILES S OF U.S. HIGHWAY 385, 1-1/2 MILES ESE OF BIVENS
 FM0866'GAS WELL, AND 1 MILE E OF A WELL-TRAVELED TRACK ROAD.  THE
 FM0866'MARK IS FLUSH WITH THE GROUND.
 FM0866'
 FM0866'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 FM0866'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 FM0866'
 FM0866'REFERENCE MARK NO. 1 IS S OF THE STATION AND IS SET FLUSH
 FM0866'WITH THE GROUND.
 FM0866'
 FM0866'REFERENCE MARK NO. 2 IS W OF THE STATION AND IS SET FLUSH WITH
 FM0866'THE GROUND.
 FM0866'
 FM0866'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN A BLOCK OR
 FM0866'POST OF CONCRETE IS W OF THE STATION, 50 FEET E OF PLAIN TRACK
 FM0866'ROAD (MANY RUTS) AND DIM TRACK ROAD INTERSECTION, AND IT
 FM0866'PROJECTS 2 INCHES.
 FM0866'
 FM0866'THE STATION MAY BE REACHED FROM THE FOUR-WAY SERVICE STATION
 FM0866'AT THE JUNCTION OF U.S. HIGHWAY 385 AND STATE HIGHWAY 9, 12
 FM0866'MILES S OF DUMAS, BY GOING W ON U.S. HIGHWAY 385 FOR 11.2
 FM0866'MILES TO A CROSSROADS 150 YARDS E OF COUNTY LINE MARKER
 FM0866'AND NW OF TWO GROUPS OF WHITE RANCH BUILDINGS, ONE GROUP
 FM0866'BELONGING TO MR. H.D. HELDON.  LEAVE U.S. HIGHWAY 385 HERE, TURN
 FM0866'LEFT, OR S, AND GO 2.0 MILES TO OLD CATTLE GUARD, NO FENCE,
 FM0866'AND CROSSROADS.  TAKE THE LEFT FORK, PLAIN TRACK ROAD,
 FM0866'SOUTHEASTERLY AND SOUTHERLY FOR 1.2 MILES TO A DIM CROSSROADS
 FM0866'200 YARDS ENE OF A GAS WELL (NO RIG.).  CONTINUE STRAIGHT
 FM0866'AHEAD DOWN THE BREAKS FOR 1.0 MILE TO A DIM CROSSROADS.
 FM0866'WINDMILL AND THREE TREES 3/4 MILE W.  TURN LEFT, OR E, AND GO E
 FM0866'0.7 MILE TOWARD STATION BUTTE.  PASS THROUGH A N-S WIRE
 FM0866'GATE AND DRIVE SOUTHEASTERLY TO THE N BASE OF THE BUTTE 0.3
 FM0866'MILE DISTANT.  ASCEND THE BUTTE TO THE SE TO TOP AND STATION.
 FM0866'
 FM0866'A 4-FOOT STAND WILL CLEAR ALL LINES.
 FM0866
 FM0866                          STATION RECOVERY (1953)
 FM0866
 FM0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0866'THE STATION AND REFERENCE MARK NUMBER TWO WERE RECOVERED AS
 FM0866'DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NUMBER
 FM0866'ONE AND THE AZIMUTH MARK COULD NOT BE FOUND.  A NEW REFERENCE
 FM0866'AND AZIMUTH MARK WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION
 FM0866'FOLLOWS.
 FM0866'
 FM0866'THE STATION IS LOCATED AIRLINE ABOUT 10 MILES EAST OF CHANNING,
 FM0866'ABOUT 12 MILES WEST OF EXELL, AN ABOUT 8 MILES NORTHEAST OF
 FM0866'BOYS RANCH ON A HIGH, FLAT-TOPPED BUTTE.
 FM0866'
 FM0866'THE STATION IS A STANDARD DISK STAMPED HELDON 1935 SET IN
 FM0866'A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS
 FM0866'ABOUT 1 INCH ABOVE THE SURROUNDING SURFACE.
 FM0866'
 FM0866'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HELDON
 FM0866'NO 2 1935 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 FM0866'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING SURFACE
 FM0866'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 10 FEET
 FM0866'SOUTH OF THE NORTH EDGE OF THE BUTTE.
 FM0866'
 FM0866'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED HELDON
 FM0866'NO 3 1935 1953 SET IN A DRILL HOLE IN AN OUTCROPPING OF
 FM0866'BEDROCK WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING
 FM0866'SURFACE AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 FM0866'IS 6 FEET NORTH OF THE SOUTH EDGE OF THE BUTTE.
 FM0866'
 FM0866'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HELDON 1935 1953
 FM0866'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FM0866'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 2 FEET WEST OF A
 FM0866'NORTH-SOUTH FENCE LINE AND 20 FEET EAST OF THE CENTER LINE
 FM0866'OF A DIRT ROAD.
 FM0866'
 FM0866'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51,
 FM0866'354 AND FARM ROAD 767 IN CHANNING, GO EAST ON STATE HIGHWAY
 FM0866'354 FOR 10.0 MILES TO A CROSS ROAD AND A STEEL GATE WITH A
 FM0866'SIGN COLDWATER CATTLE CO. ON THE RIGHT, SOUTH.  THIS IS JUST
 FM0866'AFTER CROSSING THE HARTLEY-MOORE COUNTY LINE.  TURN RIGHT,
 FM0866'PASS THROUGH THE GATE, AND GO SOUTH ON THE DIRT ROAD ALONG
 FM0866'THE WEST SIDE OF A FENCE LINE FOR 3.3 MILES TO A CATTLE GUARD.
 FM0866'CONTINUE SOUTH ON THE DIRT ROAD ALONG THE WEST SIDE OF A FENCE
 FM0866'LINE FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST.
 FM0866'CONTINUE STRAIGHT AHEAD, SOUTH, ON THE DIRT ROAD FOR 0.4
 FM0866'MILE TO A WIRE GATE.  TURN LEFT, PASS THROUGH THE GATE, AND
 FM0866'GO EAST AND SOUTH ON A TRACK ROAD FOR 0.25 MILE.  TURN
 FM0866'RIGHT, LEAVING THE TRACK ROAD, AND GO SOUTH-SOUTHWESTERLY
 FM0866'ACROSS COUNTRY FOR ABOUT 100 YARDS TO THE BASE OF THE
 FM0866'BUTTE AND THE END OF TRUCK TRAVEL.  PACK SOUTH FOR ABOUT
 FM0866'150 FEET TO THE TOP OF THE BUTTE AND THE STATION.
 FM0866
 FM0866                          STATION RECOVERY (1971)
 FM0866
 FM0866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (MFS)
 FM0866'TO REACH THE MARK FROM THE JUNCTION OF U.S. HWY 385 AND TEXAS
 FM0866'HWY 354 IN CHANNING, TEXAS GO EAST ON TEXAS 354 FOR 10.0
 FM0866'MI. TO THE HARTLEY-MOORE COUNTY LINE.  CONTINUE EAST FOR 0.1
 FM0866'MI. TO A CROSSROADS AND A FARMHOUSE ON THE RIGHT.  TURN SOUTH
 FM0866'THRU LOCKED GATE FOR 3.3 MI. TO A FIVE-WAY ROAD JUNCTION.
 FM0866'PROCEED SOUTHWESTERLY FOR 0.1 MI., THEN SOUTHWESTERLY AND
 FM0866'SOUTHERLY ALONG OLD, ABANDONED MULTI-RUTTED TRAIL FOR 0.8
 FM0866'MILE TO MARK AMONG RUTS AND IN A SMALL GROUP OF MESQUITES
 FM0866'A STANDARD DISK, STAMPED HELDON AZIMUTH 1935, AND SET IN
 FM0866'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0147 ***********************************************************************
 FM0147  DESIGNATION -  HELDON AZ MK
 FM0147  PID         -  FM0147
 FM0147  STATE/COUNTY-  TX/OLDHAM
 FM0147  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0147
 FM0147                         *CURRENT SURVEY CONTROL
 FM0147  ___________________________________________________________________
 FM0147* NAD 83(1986)-  35 38 00.     (N)    102 10 13.     (W)     SCALED    
 FM0147* NAVD 88     -      1122.461  (meters)    3682.61   (feet)  POSTED    
 FM0147  ___________________________________________________________________
 FM0147  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FM0147  DYNAMIC HT  -        1121.150 (meters)    3678.31  (feet)  COMP
 FM0147  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 FM0147
 FM0147  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FM0147
 FM0147.The horizontal coordinates were scaled from a topographic map and have
 FM0147.an estimated accuracy of +/- 6 seconds.
 FM0147
 FM0147.The orthometric height was determined by differential leveling
 FM0147.and adjusted by the National Geodetic Survey in 1992..
 FM0147.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FM0147.rate of 2.1 thru 3.0 mm/km.
 FM0147
 FM0147.The geoid height was determined by GEOID03.
 FM0147
 FM0147.The dynamic height is computed by dividing the NAVD 88
 FM0147.geopotential number by the normal gravity value computed on the
 FM0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0147.degrees latitude (g = 980.6199 gals.).
 FM0147
 FM0147.The modeled gravity was interpolated from observed gravity values.
 FM0147
 FM0147;                    North         East    Units  Estimated Accuracy
 FM0147;SPC TX N     - 1,181,400.      139,290.      MT  (+/- 180 meters Scaled)
 FM0147
 FM0147                          SUPERSEDED SURVEY CONTROL
 FM0147
 FM0147  NGVD 29 (??/??/92) 1121.92   (m)         3680.8    (f) COMPUTED    2 0
 FM0147
 FM0147.Superseded values are not recommended for survey control.
 FM0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0147.See file dsdata.txt to determine how the superseded data were derived.
 FM0147
 FM0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV562469(NAD 83)
 FM0147_MARKER: DZ = AZIMUTH MARK DISK
 FM0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0147_STAMPING: HELDON AZIMUTH 1935
 FM0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0147+STABILITY: SURFACE MOTION
 FM0147
 FM0147  HISTORY     - Date     Condition        Report By
 FM0147  HISTORY     - 1935     MONUMENTED       CGS
 FM0147
 FM0147                          STATION DESCRIPTION
 FM0147
 FM0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0147'13.8 MI N FROM TASCOSA.
 FM0147'TO REACH AZIMUTH MARK FROM POST-OFFICE GO 0.8 MILE NORTH ALONG GRADED
 FM0147'ROAD TO CANADIAN RIVER, CONTINUE THENCE 0.6 MILE TO CATTLE GUARD,
 FM0147'THENCE NORTHWEST 1.2 MILES TO A JUNCTION OF ROADS, THENCE NORTH 0.7
 FM0147'MILE TO CROSS ROAD, THENCE EAST 2.3 MILES, THENCE NORTH ALONG TRAIL
 FM0147'8.2 MILES.  AZIMUTH MARK IS SET ALONG TRAIL BETWEEN TASCOSA AND MIDWAY
 FM0147'AT THE FOOT OF A BUTTE APPROXIMATELY 4.2 MILES SOUTH OF ROAD
 FM0147'INTERSECTION WITH HIGHWAY NO. 385, AND 1.2 MILES NORTH OF E-W FENCE.
 FM0147'BEING 20.0 FEET EAST OF CENTER-LINE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1483 ***********************************************************************
 DN1483  DESIGNATION -  HELLMAN
 DN1483  PID         -  DN1483
 DN1483  STATE/COUNTY-  TX/COOKE
 DN1483  USGS QUAD   -  FREEMOUND (1961)
 DN1483
 DN1483                         *CURRENT SURVEY CONTROL
 DN1483  ___________________________________________________________________
 DN1483* NAD 83(1993)-  33 34 43.09826(N)    097 23 22.88927(W)     ADJUSTED  
 DN1483* NAVD 88     -       326.78   (+/-2cm)    1072.1    (feet)  VERTCON   
 DN1483  ___________________________________________________________________
 DN1483  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 DN1483  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DN1483
 DN1483  HORZ ORDER  -  THIRD
 DN1483  VERT ORDER  -  THIRD ? (See Below)
 DN1483
 DN1483.The horizontal coordinates were established by classical geodetic methods
 DN1483.and adjusted by the National Geodetic Survey in February 1996..
 DN1483
 DN1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1483.The vertical order pertains to the NGVD 29 superseded value.
 DN1483
 DN1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1483
 DN1483.The geoid height was determined by GEOID03.
 DN1483
 DN1483;                    North         East     Units Scale Factor Converg.
 DN1483;SPC TXNC     - 2,212,566.782   703,068.607   MT  0.99991481   +0 36 20.0
 DN1483;SPC TXNC     - 7,259,062.85  2,306,650.92   sFT  0.99991481   +0 36 20.0
 DN1483;UTM  14      - 3,716,599.554   649,446.426   MT  0.99987535   +0 53 26.9
 DN1483
 DN1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1483!SPC TXNC     -   0.99995275  x   0.99991481  =   0.99986756
 DN1483!UTM  14      -   0.99995275  x   0.99987535  =   0.99982810
 DN1483
 DN1483                          SUPERSEDED SURVEY CONTROL
 DN1483
 DN1483  NAD 83(1993)-  33 34 43.09998(N)    097 23 22.88690(W) AD(       ) 3
 DN1483  NAD 83(1986)-  33 34 43.10360(N)    097 23 22.87712(W) AD(       ) 3
 DN1483  NGVD 29 (07/26/91)  326.71   (m)         1071.9    (f) LEVELING    3  
 DN1483
 DN1483.Superseded values are not recommended for survey control.
 DN1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1483.See file dsdata.txt to determine how the superseded data were derived.
 DN1483
 DN1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC4944616600(NAD 83)
 DN1483_MARKER: DS = TRIANGULATION STATION DISK
 DN1483_SETTING: 0 = UNSPECIFIED SETTING
 DN1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1483
 DN1483  HISTORY     - Date     Condition        Report By
 DN1483  HISTORY     - 1958     MONUMENTED       USGS
 DN1483  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 DN1483
 DN1483                          STATION DESCRIPTION
 DN1483
 DN1483'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN1483'HELLMAN, COOKE COUNTY, TEXAS.  MUENSTER, 5.3 MI. S. OF ALONG FM 373
 DN1483'FROM JUNCTION WITH U.S. HIGHWAY 82 TO A JUNCTION WITH FM 1630, THENCE
 DN1483'E. 0.2 MI., 47 FT. N. OF CENTERLINE 1630, 4 FT. E. AND 2 FT. S. OF
 DN1483'FENCE CORNER.
 DN1483'
 DN1483'STATION MARK--A STANDARD TABLET STAMPED---HELLMAN ET - 1958---, IN
 DN1483'A CONCRETE POST.
 DN1483
 DN1483                          STATION RECOVERY (1995)
 DN1483
 DN1483'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1044 ***********************************************************************
 AY1044  DESIGNATION -  HELOTES
 AY1044  PID         -  AY1044
 AY1044  STATE/COUNTY-  TX/BEXAR
 AY1044  USGS QUAD   -  HELOTES (1992)
 AY1044
 AY1044                         *CURRENT SURVEY CONTROL
 AY1044  ___________________________________________________________________
 AY1044* NAD 83(1993)-  29 34 49.55384(N)    098 41 09.25365(W)     ADJUSTED  
 AY1044* NAVD 88     -       377.535  (meters)    1238.63   (feet)  POSTED    
 AY1044  ___________________________________________________________________
 AY1044  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 AY1044  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AY1044  DYNAMIC HT  -         376.980 (meters)    1236.81  (feet)  COMP
 AY1044  MODELED GRAV-     979,167.7   (mgal)                       NAVD 88
 AY1044
 AY1044  HORZ ORDER  -  FIRST
 AY1044  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1044
 AY1044.The horizontal coordinates were established by classical geodetic methods
 AY1044.and adjusted by the National Geodetic Survey in February 1996..
 AY1044
 AY1044.The orthometric height was determined by differential leveling
 AY1044.and adjusted by the National Geodetic Survey in 1992..
 AY1044.No vertical observational check was made to the station.
 AY1044.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1044.was located on a no-check spur therefore a value was not computed.
 AY1044
 AY1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1044
 AY1044.The geoid height was determined by GEOID03.
 AY1044
 AY1044.The dynamic height is computed by dividing the NAVD 88
 AY1044.geopotential number by the normal gravity value computed on the
 AY1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1044.degrees latitude (g = 980.6199 gals.).
 AY1044
 AY1044.The modeled gravity was interpolated from observed gravity values.
 AY1044
 AY1044;                    North         East     Units Scale Factor Converg.
 AY1044;SPC TXSC     - 4,193,665.978   630,428.726   MT  0.99987239   +0 09 14.0
 AY1044;SPC TXSC     -13,758,719.13  2,068,331.58   sFT  0.99987239   +0 09 14.0
 AY1044;UTM  14      - 3,272,336.417   530,420.551   MT  0.99961142   +0 09 18.2
 AY1044
 AY1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1044!SPC TXSC     -   0.99994459  x   0.99987239  =   0.99981698
 AY1044!UTM  14      -   0.99994459  x   0.99961142  =   0.99955603
 AY1044
 AY1044|---------------------------------------------------------------------|
 AY1044| PID    Reference Object                     Distance      Geod. Az  |
 AY1044|                                                           dddmmss.s |
 AY1044| AY1045 HELOTES RM 1                         25.032 METERS 12431     |
 AY1044| AY1869 SAN ANTONIO TRANSIT TWR TV MST      APPROX.25.7 KM 1324507.3 |
 AY1044| AY1046 HELOTES RM 2                         14.025 METERS 18707     |
 AY1044| AY1043 HELOTES AZ MK                                      2544331.0 |
 AY1044|---------------------------------------------------------------------|
 AY1044
 AY1044                          SUPERSEDED SURVEY CONTROL
 AY1044
 AY1044  NAD 83(1986)-  29 34 49.55814(N)    098 41 09.23657(W) AD(       ) 1
 AY1044  NAD 27      -  29 34 48.73900(N)    098 41 08.15600(W) AD(       ) 1
 AY1044  NGVD 29 (??/??/92)  377.422  (m)         1238.26   (f) ADJ UNCH    2 0
 AY1044
 AY1044.Superseded values are not recommended for survey control.
 AY1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1044.See file dsdata.txt to determine how the superseded data were derived.
 AY1044
 AY1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT3042172336(NAD 83)
 AY1044_MARKER: DS = TRIANGULATION STATION DISK
 AY1044_SETTING: 66 = SET IN ROCK OUTCROP
 AY1044_SP_SET: ROCK LEDGE
 AY1044_STAMPING: HELOTES 1943
 AY1044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1044+STABILITY: POSITION/ELEVATION WELL
 AY1044
 AY1044  HISTORY     - Date     Condition        Report By
 AY1044  HISTORY     - 1943     MONUMENTED       CGS
 AY1044  HISTORY     - 1952     GOOD             CGS
 AY1044  HISTORY     - 1953     GOOD             CGS
 AY1044  HISTORY     - 1953     GOOD             AMS
 AY1044  HISTORY     - 1953     GOOD             NGS
 AY1044  HISTORY     - 1959     GOOD             CGS
 AY1044  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY1044  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY1044
 AY1044                          STATION DESCRIPTION
 AY1044
 AY1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1044'STATION IS ABOUT 18-1/2 MILES NW OF SAN ANTONIO, 1/2 MILE
 AY1044'NE OF THE VILLAGE OF HELOTES, ON THE SUMMIT OF A PROMINENT
 AY1044'BRUSHY HILL ON THE PROPERTY OF MRS. THEO BIERING.  IT IS
 AY1044'ABOUT 30 YARDS W OF A N-S FENCE AND 15 YARDS NW OF THE VERY
 AY1044'HIGHEST POINT OF THE HILL.
 AY1044'
 AY1044'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN DRILL
 AY1044'HOLES IN OUTCROPPING BEDROCK.  STATION STAMPED HELOTES 1943
 AY1044'AND IS FLUSH.  REFERENCE MARK 1 IS SSW OF THE STATION AND
 AY1044'ABOUT 1.5 FEET LOWER.  IT IS STAMPED HELOTES NO 1 1943 AND
 AY1044'IS FLUSH WITH THE SURFACE OF THE GROUND.
 AY1044'
 AY1044'REFERENCE MARK 2 IS W OF THE STATION AND ABOUT 3 FEET LOWER.
 AY1044'IT IS STAMPED HELOTES NO 2 1943 AND IS FLUSH WITH THE SURFACE
 AY1044'OF THE GROUND.
 AY1044'
 AY1044'THE AZIMUTH MARK IS ABOUT 0.3 MILE NNW OF THE STATION, 80
 AY1044'YARDS NW OF A T-ROAD JUNCTION, 50 YARDS W OF A N-S WIRE FENCE,
 AY1044'AND 15 YARDS NNW OF A 10-INCH CEDAR TREE.  IT IS SET IN
 AY1044'A DRILL HOLE IN A ROCK LEDGE WHICH HAS A 5- BY 10-FOOT EXPOSED
 AY1044'FACE.  IT IS STAMPED HELOTES 1943.
 AY1044'
 AY1044'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY
 AY1044'16 AT THE SAN ANTONIO CITY HALL, GO N ON STATE HIGHWAY 16
 AY1044'FOR 2.05 MILES AND TAKE THE LEFT FORK, HIGHWAY 16, AT THE
 AY1044'JUNCTION OF STATE HIGHWAY 16 AND U.S. HIGHWAY 87.  FOLLOW
 AY1044'HIGHWAY 16 FOR 15.9 MILES TO THE HELOTES POST OFFICE AND
 AY1044'KEEP STRAIGHT AHEAD, N, ON THE HIGHWAY.  GO 0.2 MILE AND
 AY1044'TURN RIGHT, E, OFF THE HIGHWAY (THE AZIMUTH MARK IS ABOUT
 AY1044'80 YARDS NW OF THIS T-ROAD JUNCTION).  GO 0.2 MILE AND TURN
 AY1044'RIGHT, S, OFF THE PAVED ROAD, GO 0.15 MILE TO A SMALL STONE
 AY1044'HOUSE, AN E-W WIRE FENCE, AND THE END OF TRUCK TRAVEL.
 AY1044'CLIMB SE UP THE HILLSIDE FOR ABOUT 250 YARDS TO ITS SUMMIT
 AY1044'AND THE STATION.
 AY1044'
 AY1044'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 AY1044
 AY1044                          STATION RECOVERY (1952)
 AY1044
 AY1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 AY1044'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARKS
 AY1044'NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 AY1044'CONDITION.
 AY1044'
 AY1044'THE DESCRIPTION IS ADEQUATE TO REACH STATION.
 AY1044
 AY1044                          STATION RECOVERY (1953)
 AY1044
 AY1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1044'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 AY1044'FOUND IN GOOD CONDITION.
 AY1044'
 AY1044'ADDITIONAL NOTES FOLLOW--
 AY1044'
 AY1044'REACHED FROM THE POST OFFICE IN HELOTES BY GOING WESTERLY
 AY1044'ON STATE ROUTE 16 FOR 0.05 MILE TO A GRAVELED SIDE ROAD TO
 AY1044'THE LEFT.  TURN RIGHT, NORTH, AND GO 0.3 MILE TO A STONE
 AY1044'COTTAGE AND THE END OF TRUCK TRAVEL.  THENCE PACK NORTHEAST
 AY1044'FOR ABOUT 400 YARDS TO THE SUMMIT OF THE KNOLL AND STATION
 AY1044'SITE.
 AY1044'
 AY1044'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE GO WESTERLY
 AY1044'ON STATE ROUTE 16 FOR 0.15 MILE TO THE AZIMUTH 150 FEET SOUTH
 AY1044'OF THE CENTER OF THE ROUTE 16.
 AY1044
 AY1044                          STATION RECOVERY (1953)
 AY1044
 AY1044'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1044'STATION WAS RECOVERED IN GOOD CONDITION.  TO REACH FROM
 AY1044'POST OFFICE IN HELOTES PROCEED NORTH 0.1 MILE VIA ROUTE 16
 AY1044'TO GRAVEL ROAD FROM THE NORTHEAST WHICH IS ABOUT 300 FEET
 AY1044'THIS SIDE OF BRIDGE CROSSING HELOTES CREEK.  TURN RIGHT,
 AY1044'NORTHEAST VIA THIS GRAVEL ROAD FOR .05 MILES TO FORK IN
 AY1044'ROAD.  TAKE RIGHT FORK AND CONTINUE UP HILL TO THE UPPER
 AY1044'MOST HOUSE OF THREE HOUSES WHICH IS MADE OF STONE.  THE
 AY1044'STATION IS DIRECTLY UPHILL FROM THIS POINT AND NEAR THE
 AY1044'HIGHEST POINT OF HILL.
 AY1044
 AY1044                          STATION RECOVERY (1953)
 AY1044
 AY1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1044'0.55 MI NE FROM HELOTES.
 AY1044'0.05 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1044'HELOTES, THENCE 0.3 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.2
 AY1044'MILE NORTHEAST TO THE TOP OF A ROCKY HILL, 106 FEET SOUTHEAST OF A
 AY1044'FENCE, SET IN THE TOP OF A LARGE FLAT ROCK.
 AY1044
 AY1044                          STATION RECOVERY (1959)
 AY1044
 AY1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 AY1044'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  SEE 1953
 AY1044'RECOVERY NOTE FOR DESCRIPTION.
 AY1044'
 AY1044'R.M.-1 NOT RECOVERED BY THIS PARTY.
 AY1044
 AY1044                          STATION RECOVERY (1986)
 AY1044
 AY1044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY1044'MARK NOT FOUND.
 AY1044
 AY1044                          STATION RECOVERY (1995)
 AY1044
 AY1044'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1043 ***********************************************************************
 AY1043  DESIGNATION -  HELOTES AZ MK
 AY1043  PID         -  AY1043
 AY1043  STATE/COUNTY-  TX/BEXAR
 AY1043  USGS QUAD   -  HELOTES (1992)
 AY1043
 AY1043                         *CURRENT SURVEY CONTROL
 AY1043  ___________________________________________________________________
 AY1043* NAD 83(1986)-  29 34 44.     (N)    098 41 30.     (W)     SCALED    
 AY1043* NAVD 88     -       315.596  (meters)    1035.42   (feet)  POSTED    
 AY1043  ___________________________________________________________________
 AY1043  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AY1043  DYNAMIC HT  -         315.130 (meters)    1033.89  (feet)  COMP
 AY1043  MODELED GRAV-     979,167.5   (mgal)                       NAVD 88
 AY1043
 AY1043  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY1043
 AY1043.The horizontal coordinates were scaled from a topographic map and have
 AY1043.an estimated accuracy of +/- 6 seconds.
 AY1043
 AY1043.The orthometric height was determined by differential leveling
 AY1043.and adjusted by the National Geodetic Survey in 1992..
 AY1043.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY1043.rate of 2.1 thru 3.0 mm/km.
 AY1043
 AY1043.The geoid height was determined by GEOID03.
 AY1043
 AY1043.The dynamic height is computed by dividing the NAVD 88
 AY1043.geopotential number by the normal gravity value computed on the
 AY1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1043.degrees latitude (g = 980.6199 gals.).
 AY1043
 AY1043.The modeled gravity was interpolated from observed gravity values.
 AY1043
 AY1043;                    North         East    Units  Estimated Accuracy
 AY1043;SPC TXSC     - 4,193,490.      629,870.      MT  (+/- 180 meters Scaled)
 AY1043
 AY1043                          SUPERSEDED SURVEY CONTROL
 AY1043
 AY1043  NGVD 29 (??/??/92)  315.484  (m)         1035.05   (f) ADJ UNCH    2 0
 AY1043
 AY1043.Superseded values are not recommended for survey control.
 AY1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1043.See file dsdata.txt to determine how the superseded data were derived.
 AY1043
 AY1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT298721(NAD 83)
 AY1043_MARKER: DZ = AZIMUTH MARK DISK
 AY1043_SETTING: 66 = SET IN ROCK OUTCROP
 AY1043_SP_SET: ROCK LEDGE
 AY1043_STAMPING: HELOTES 1943
 AY1043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1043+STABILITY: POSITION/ELEVATION WELL
 AY1043
 AY1043  HISTORY     - Date     Condition        Report By
 AY1043  HISTORY     - 1943     MONUMENTED       CGS
 AY1043  HISTORY     - 1953     GOOD             NGS
 AY1043  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1043  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1043
 AY1043                          STATION DESCRIPTION
 AY1043
 AY1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1043'0.15 MI NW FROM HELOTES.
 AY1043'0.15 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1043'HELOTES, 166 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 75
 AY1043'YARDS WEST OF THE NORTHWEST END OF A BRIDGE OVER HELOTES CREEK, SET IN
 AY1043'THE TOP OF A ROCK LEDGE, 0.5 MILE SOUTHWEST OF TRIANGULATION STATION
 AY1043'HELOTES 1943.
 AY1043
 AY1043                          STATION RECOVERY (1990)
 AY1043
 AY1043'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1043'MARK NOT FOUND.
 AY1043
 AY1043                          STATION RECOVERY (2002)
 AY1043
 AY1043'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1045 ***********************************************************************
 AY1045  DESIGNATION -  HELOTES RM 1
 AY1045  PID         -  AY1045
 AY1045  STATE/COUNTY-  TX/BEXAR
 AY1045  USGS QUAD   -  HELOTES (1992)
 AY1045
 AY1045                         *CURRENT SURVEY CONTROL
 AY1045  ___________________________________________________________________
 AY1045* NAD 83(1986)-  29 34 49.     (N)    098 41 09.     (W)     SCALED    
 AY1045* NAVD 88     -       376.845  (meters)    1236.37   (feet)  POSTED    
 AY1045  ___________________________________________________________________
 AY1045  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AY1045  DYNAMIC HT  -         376.290 (meters)    1234.54  (feet)  COMP
 AY1045  MODELED GRAV-     979,167.7   (mgal)                       NAVD 88
 AY1045
 AY1045  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1045
 AY1045.The horizontal coordinates were scaled from a topographic map and have
 AY1045.an estimated accuracy of +/- 6 seconds.
 AY1045
 AY1045.The orthometric height was determined by differential leveling
 AY1045.and adjusted by the National Geodetic Survey in 1992..
 AY1045.No vertical observational check was made to the station.
 AY1045.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1045.was located on a no-check spur therefore a value was not computed.
 AY1045
 AY1045.The geoid height was determined by GEOID03.
 AY1045
 AY1045.The dynamic height is computed by dividing the NAVD 88
 AY1045.geopotential number by the normal gravity value computed on the
 AY1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1045.degrees latitude (g = 980.6199 gals.).
 AY1045
 AY1045.The modeled gravity was interpolated from observed gravity values.
 AY1045
 AY1045;                    North         East    Units  Estimated Accuracy
 AY1045;SPC TXSC     - 4,193,650.      630,440.      MT  (+/- 180 meters Scaled)
 AY1045
 AY1045                          SUPERSEDED SURVEY CONTROL
 AY1045
 AY1045  NGVD 29 (??/??/92)  376.732  (m)         1235.99   (f) ADJ UNCH    2 0
 AY1045
 AY1045.Superseded values are not recommended for survey control.
 AY1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1045.See file dsdata.txt to determine how the superseded data were derived.
 AY1045
 AY1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT304723(NAD 83)
 AY1045_MARKER: DR = REFERENCE MARK DISK
 AY1045_SETTING: 66 = SET IN ROCK OUTCROP
 AY1045_SP_SET: ROCK LEDGE
 AY1045_STAMPING: HELOTES NO 1 1943
 AY1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1045+STABILITY: POSITION/ELEVATION WELL
 AY1045
 AY1045  HISTORY     - Date     Condition        Report By
 AY1045  HISTORY     - 1943     MONUMENTED       CGS
 AY1045  HISTORY     - 1953     GOOD             NGS
 AY1045  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY1045
 AY1045                          STATION DESCRIPTION
 AY1045
 AY1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1045'0.55 MI NE FROM HELOTES.
 AY1045'0.05 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1045'HELOTES, THENCE 0.3 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.2
 AY1045'MILE NORTHEAST TO THE TOP OF A ROCKY HILL, 82.3 FEET SOUTHEAST OF
 AY1045'TRIANGULATION STATION HELOTES 1943, FLUSH WITH THE GROUND, SET IN THE
 AY1045'TOP OF A LARGE FLAT ROCK.
 AY1045
 AY1045                          STATION RECOVERY (1995)
 AY1045
 AY1045'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1046 ***********************************************************************
 AY1046  DESIGNATION -  HELOTES RM 2
 AY1046  PID         -  AY1046
 AY1046  STATE/COUNTY-  TX/BEXAR
 AY1046  USGS QUAD   -  HELOTES (1992)
 AY1046
 AY1046                         *CURRENT SURVEY CONTROL
 AY1046  ___________________________________________________________________
 AY1046* NAD 83(1986)-  29 34 49.     (N)    098 41 09.     (W)     SCALED    
 AY1046* NAVD 88     -       376.734  (meters)    1236.00   (feet)  POSTED    
 AY1046  ___________________________________________________________________
 AY1046  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AY1046  DYNAMIC HT  -         376.180 (meters)    1234.18  (feet)  COMP
 AY1046  MODELED GRAV-     979,167.7   (mgal)                       NAVD 88
 AY1046
 AY1046  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1046
 AY1046.The horizontal coordinates were scaled from a topographic map and have
 AY1046.an estimated accuracy of +/- 6 seconds.
 AY1046
 AY1046.The orthometric height was determined by differential leveling
 AY1046.and adjusted by the National Geodetic Survey in 1992..
 AY1046.No vertical observational check was made to the station.
 AY1046.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1046.was located on a no-check spur therefore a value was not computed.
 AY1046
 AY1046.The geoid height was determined by GEOID03.
 AY1046
 AY1046.The dynamic height is computed by dividing the NAVD 88
 AY1046.geopotential number by the normal gravity value computed on the
 AY1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1046.degrees latitude (g = 980.6199 gals.).
 AY1046
 AY1046.The modeled gravity was interpolated from observed gravity values.
 AY1046
 AY1046;                    North         East    Units  Estimated Accuracy
 AY1046;SPC TXSC     - 4,193,650.      630,440.      MT  (+/- 180 meters Scaled)
 AY1046
 AY1046                          SUPERSEDED SURVEY CONTROL
 AY1046
 AY1046  NGVD 29 (??/??/92)  376.622  (m)         1235.63   (f) ADJ UNCH    2 0
 AY1046
 AY1046.Superseded values are not recommended for survey control.
 AY1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1046.See file dsdata.txt to determine how the superseded data were derived.
 AY1046
 AY1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT304723(NAD 83)
 AY1046_MARKER: DR = REFERENCE MARK DISK
 AY1046_SETTING: 66 = SET IN ROCK OUTCROP
 AY1046_SP_SET: ROCK LEDGE
 AY1046_STAMPING: HELOTES NO 2 1943
 AY1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1046+STABILITY: POSITION/ELEVATION WELL
 AY1046
 AY1046  HISTORY     - Date     Condition        Report By
 AY1046  HISTORY     - 1943     MONUMENTED       CGS
 AY1046  HISTORY     - 1953     GOOD             NGS
 AY1046  HISTORY     - 19950608 MARK NOT FOUND   USPSQD
 AY1046
 AY1046                          STATION DESCRIPTION
 AY1046
 AY1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1046'0.55 MI NE FROM HELOTES.
 AY1046'0.05 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1046'HELOTES, THENCE 0.3 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.2
 AY1046'MILE NORTHEAST TO THE TOP OF A ROCKY HILL, 46.0 FEET SOUTH OF
 AY1046'TRIANGULATION HELOTES 1943, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 AY1046'LARGE FLAT ROCK.
 AY1046
 AY1046                          STATION RECOVERY (1995)
 AY1046
 AY1046'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2019 ***********************************************************************
 FL2019  DESIGNATION -  HEMP
 FL2019  PID         -  FL2019
 FL2019  STATE/COUNTY-  TX/WHEELER
 FL2019  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL2019
 FL2019                         *CURRENT SURVEY CONTROL
 FL2019  ___________________________________________________________________
 FL2019* NAD 83(1993)-  35 37 10.12297(N)    100 30 46.93993(W)     ADJUSTED  
 FL2019* NAVD 88     -       909.     (meters)    2982.     (feet)  SCALED    
 FL2019  ___________________________________________________________________
 FL2019  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 FL2019  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FL2019
 FL2019  HORZ ORDER  -  SECOND
 FL2019
 FL2019.The horizontal coordinates were established by classical geodetic methods
 FL2019.and adjusted by the National Geodetic Survey in February 1996..
 FL2019
 FL2019.The orthometric height was scaled from a topographic map.
 FL2019
 FL2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2019
 FL2019.The geoid height was determined by GEOID03.
 FL2019
 FL2019;                    North         East     Units Scale Factor Converg.
 FL2019;SPC TX N     - 1,180,106.505   289,404.684   MT  0.99991704   +0 34 19.1
 FL2019;SPC TX N     - 3,871,732.76    949,488.53   sFT  0.99991704   +0 34 19.1
 FL2019;UTM  14      - 3,942,798.245   362,976.146   MT  0.99983137   -0 52 52.8
 FL2019
 FL2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2019!SPC TX N     -   0.99986154  x   0.99991704  =   0.99977859
 FL2019!UTM  14      -   0.99986154  x   0.99983137  =   0.99969293
 FL2019
 FL2019|---------------------------------------------------------------------|
 FL2019| PID    Reference Object                     Distance      Geod. Az  |
 FL2019|                                                           dddmmss.s |
 FL2019| FL2020 HEMP 2                                7.732 METERS 00220     |
 FL2019| CK9854 HEMP RM 1                            10.167 METERS 08354     |
 FL2019| CK9853 HEMP AZ MK                                         0911350.0 |
 FL2019| CK9855 HEMP RM 2                            11.128 METERS 27559     |
 FL2019|---------------------------------------------------------------------|
 FL2019
 FL2019                          SUPERSEDED SURVEY CONTROL
 FL2019
 FL2019  NAD 83(1993)-  35 37 10.12384(N)    100 30 46.93919(W) AD(       ) 2
 FL2019  NAD 83(1986)-  35 37 10.12782(N)    100 30 46.92878(W) AD(       ) 2
 FL2019  NAD 27      -  35 37 09.96500(N)    100 30 45.45500(W) AD(       ) 2
 FL2019
 FL2019.Superseded values are not recommended for survey control.
 FL2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2019.See file dsdata.txt to determine how the superseded data were derived.
 FL2019
 FL2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6297642798(NAD 83)
 FL2019_MARKER: DS = TRIANGULATION STATION DISK
 FL2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2019
 FL2019  HISTORY     - Date     Condition        Report By
 FL2019  HISTORY     - 1951     MONUMENTED       CGS
 FL2019  HISTORY     - 1953     GOOD             CGS
 FL2019
 FL2019                          STATION DESCRIPTION
 FL2019
 FL2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2019'THE STATION IS ABOUT 8-1/2 MILES NORTHEAST OF LAKETON.  7-1/2
 FL2019'MILES NORTHWEST OF NEW MOBEETIE.  1-1/2 MILES EAST OF THE
 FL2019'NORTHWEST CORNER OF WHEELER COUNTY.  20 FEET NORTH OF THE
 FL2019'CENTER OF A DIRT ROAD AND 4 FEET SOUTH OF AN EAST-WEST FENCE
 FL2019'LINE.  THE STATION MARK IS A BRONZE DISK STAMPED HEMP 1951,
 FL2019'AND SET IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 FL2019'
 FL2019'REFERENCE MARK NO. 1, STAMPED HEMP NO 1 1951, IS A BRONZE
 FL2019'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES AND
 FL2019'IT IS 1 FOOT SOUTH OF THE FENCE LINE.
 FL2019'
 FL2019'REFERENCE MARK NO. 2, STAMPED HEMP NO 2 1951, IS A BRONZE
 FL2019'DISK SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 FL2019'AND IT IS 2 FEET SOUTH OF THE FENCE LINE.
 FL2019'
 FL2019'THE AZIMUTH MARK, STAMPED HEMP 1951, IS A BRONZE DISK SET IN A
 FL2019'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 35 FEET
 FL2019'SOUTHEAST OF THE CENTER OF AN INTERSECTION.  2 FEET WEST OF A
 FL2019'FENCE CORNER AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 FL2019'
 FL2019'TO REACH THE STATION FROM THE COURTHOUSE IN WHEELER, GO NORTH
 FL2019'ON U.S. HIGHWAY 83 FOR 13.4 MILES TO THE HEMPHILL-WHEELER
 FL2019'COUNTY LINE.  CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 1.2 MILES
 FL2019'TO A CROSSROAD.  TURN LEFT ON A GRADED ROAD AND GO WEST 6.0
 FL2019'MILES TO A CROSSROAD.  CONTINUE WEST FOR 3.2 MILES TO A T ROAD.
 FL2019'TURN LEFT, SOUTH, AND GO 1.0 MILE TO A CROSSROAD AND THE AZIMUTH
 FL2019'MARK IN THE SOUTHEAST CORNER OF THIS CROSSROAD.  TURN RIGHT,
 FL2019'WEST, AND GO 0.5 MILE TO THE STATION ON THE RIGHT, NORTH.
 FL2019
 FL2019                          STATION RECOVERY (1953)
 FL2019
 FL2019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 FL2019'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE STATION
 FL2019'AND REFERENCE MARKS WERE REMOVED FROM NEW ROAD CONSTRUCTION AREA
 FL2019'AFTER HEMP 2 1953 WAS ESTABLISHED IN THE NEAR VICINITY.  HEMP
 FL2019'AZIMUTH WAS USED AS THE AZIMUTH MARK FOR HEMP 2.  THE SUB-SURFACE
 FL2019'STATION MARK WILL PROBABLY REMAIN IN PLACE BUT WILL BE UNDER OR
 FL2019'NEAR THE NORTH EDGE OF THE SLAB WHEN THE ROAD IS COMPLETED.  SEE
 FL2019'DESCRIPTION TO STATION HEMP 2 1953 FOR DIRECTION AND DISTANCE
 FL2019'FOR RECOVERY OF THE UNDER-GROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2020 ***********************************************************************
 FL2020  DESIGNATION -  HEMP 2
 FL2020  PID         -  FL2020
 FL2020  STATE/COUNTY-  TX/WHEELER
 FL2020  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL2020
 FL2020                         *CURRENT SURVEY CONTROL
 FL2020  ___________________________________________________________________
 FL2020* NAD 83(1993)-  35 37 10.37364(N)    100 30 46.92746(W)     ADJUSTED  
 FL2020* NAVD 88     -       909.     (meters)    2982.     (feet)  SCALED    
 FL2020  ___________________________________________________________________
 FL2020  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 FL2020  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FL2020
 FL2020  HORZ ORDER  -  THIRD
 FL2020
 FL2020.The horizontal coordinates were established by classical geodetic methods
 FL2020.and adjusted by the National Geodetic Survey in February 1996..
 FL2020.No horizontal observational check was made to the station.
 FL2020
 FL2020.The orthometric height was scaled from a topographic map.
 FL2020
 FL2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2020
 FL2020.The geoid height was determined by GEOID03.
 FL2020
 FL2020;                    North         East     Units Scale Factor Converg.
 FL2020;SPC TX N     - 1,180,114.233   289,404.920   MT  0.99991705   +0 34 19.1
 FL2020;SPC TX N     - 3,871,758.11    949,489.31   sFT  0.99991705   +0 34 19.1
 FL2020;UTM  14      - 3,942,805.964   362,976.579   MT  0.99983137   -0 52 52.8
 FL2020
 FL2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2020!SPC TX N     -   0.99986154  x   0.99991705  =   0.99977860
 FL2020!UTM  14      -   0.99986154  x   0.99983137  =   0.99969293
 FL2020
 FL2020|---------------------------------------------------------------------|
 FL2020| PID    Reference Object                     Distance      Geod. Az  |
 FL2020|                                                           dddmmss.s |
 FL2020| CK9856 HEMP 2 RM 1                          20.146 METERS 09001     |
 FL2020| CK9853 HEMP AZ MK                                         0914838.3 |
 FL2020| CK9857 HEMP 2 RM 2                          29.429 METERS 17916     |
 FL2020| FL2019 HEMP                                  7.732 METERS 18220     |
 FL2020|---------------------------------------------------------------------|
 FL2020
 FL2020                          SUPERSEDED SURVEY CONTROL
 FL2020
 FL2020  NAD 83(1993)-  35 37 10.37451(N)    100 30 46.92672(W) AD(       ) 3
 FL2020  NAD 83(1986)-  35 37 10.37848(N)    100 30 46.91630(W) AD(       ) 3
 FL2020  NAD 27      -  35 37 10.21600(N)    100 30 45.44300(W) AD(       ) 3
 FL2020
 FL2020.Superseded values are not recommended for survey control.
 FL2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2020.See file dsdata.txt to determine how the superseded data were derived.
 FL2020
 FL2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6297742806(NAD 83)
 FL2020_MARKER: DS = TRIANGULATION STATION DISK
 FL2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2020
 FL2020  HISTORY     - Date     Condition        Report By
 FL2020  HISTORY     - 1953     MONUMENTED       CGS
 FL2020  HISTORY     - 1961     GOOD             CGS
 FL2020
 FL2020                          STATION DESCRIPTION
 FL2020
 FL2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JL)
 FL2020'THE STATION IS ABOUT 8-1/2 MILES NORTHEAST OF LAKETON, 7-1/2
 FL2020'MILES NORTHWEST OF NEW MOBEETIE, 1-1/2 MILES EAST OF THE
 FL2020'NORTHWEST CORNER OF WHEELER COUNTY, 28 FEET NORTH OF THE
 FL2020'CENTER LINE OF HIGHWAY FM 1263 AND ABOUT 2 FEET SOUTH OF THE
 FL2020'NORTH RIGHT-OF-WAY FENCE.  IT IS 4 FEET WEST OF A 4 X 4 WITNESS
 FL2020'POST.  THE STATION MARK IS A BRONZE DISK STAMPED HEMP 2 1953 AND
 FL2020'SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 FL2020'THE UNDERGROUND MARK IS SET AS DESCRIBED.
 FL2020'
 FL2020'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED HEMP 2 1953 NO. 1
 FL2020'AND SET IN A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.  IT IS
 FL2020'EAST OF THE STATION AND IS 1-1/2 FEET SOUTH OF THE NORTH
 FL2020'RIGHT-OF-WAY FENCE LINE.
 FL2020'
 FL2020'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED HEMP 2 1953 NO. 2
 FL2020'AND SET IN A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  IT IS
 FL2020'2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, SOUTH OF THE
 FL2020'STATION AND IS 5 FEET NORTH EAST OF POWER POLE NO. E 58.
 FL2020'
 FL2020'THE AZIMUTH MARK IS A BRONZE DISK STAMPED HEMP 1951 AND SET
 FL2020'IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS ABOUT
 FL2020'1/2 MILE EAST OF THE STATION, IN THE SOUTHEAST POINT OF THE ROAD
 FL2020'INTERSECTION, 2 FEET WEST OF THE FENCE CORNER AND 2 FEET
 FL2020'NORTHWEST OF A 4 X 4 WITNESS POST.  IT IS ACROSS THE ROAD SOUTH
 FL2020'FROM A FARM YARD.
 FL2020'
 FL2020'THE SUBSURFACE MARK FOR STATION HEMP 1951 WILL PROBABLY BE IN
 FL2020'PLACE NEAR AND UNDER THE SLAB OF THE HARD-SURFACED HIGHWAY.
 FL2020'
 FL2020'TO REACH THE STATION.  FROM WHEELER, GO NORTH ON THE MAIN
 FL2020'HIGHWAY NO. 83, 14.6 MILES TO THE INTERSECTION WITH F.M. HIGHWAY
 FL2020'NO. 1263.  THEN TURN LEFT AND FOLLOW THE HIGHWAY WEST 09.2
 FL2020'MILES.  THEN TURN LEFT AND GO SOUTH 1 MILE TO THE AZIMUTH
 FL2020'MARK AT THE ROAD INTERSECTION TO THE LEFT OF THE CURVE IN THE
 FL2020'HIGHWAY.  THEN FOLLOW THE HIGHWAY WEST ABOUT 0.4 MILE TO THE
 FL2020'TOP OF THE LOW GRADE AND THE STATION ON THE RIGHT.
 FL2020
 FL2020                          STATION RECOVERY (1961)
 FL2020
 FL2020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JSC)
 FL2020'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL2020'
 FL2020'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1484 ***********************************************************************
 DN1484  DESIGNATION -  HEMPHILL
 DN1484  PID         -  DN1484
 DN1484  STATE/COUNTY-  TX/COOKE
 DN1484  USGS QUAD   -  MUENSTER EAST (1978)
 DN1484
 DN1484                         *CURRENT SURVEY CONTROL
 DN1484  ___________________________________________________________________
 DN1484* NAD 83(1993)-  33 42 08.24745(N)    097 16 00.20691(W)     ADJUSTED  
 DN1484* NAVD 88     -       305.6    (meters)    1003.     (feet)  VERTCON   
 DN1484  ___________________________________________________________________
 DN1484  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DN1484  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DN1484
 DN1484  HORZ ORDER  -  THIRD
 DN1484
 DN1484.The horizontal coordinates were established by classical geodetic methods
 DN1484.and adjusted by the National Geodetic Survey in February 1996..
 DN1484
 DN1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1484
 DN1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1484
 DN1484.The geoid height was determined by GEOID03.
 DN1484
 DN1484;                    North         East     Units Scale Factor Converg.
 DN1484;SPC TXNC     - 2,226,407.174   714,322.026   MT  0.99993696   +0 40 21.4
 DN1484;SPC TXNC     - 7,304,470.87  2,343,571.51   sFT  0.99993696   +0 40 21.4
 DN1484;UTM  14      - 3,730,495.788   660,629.990   MT  0.99991809   +0 57 43.1
 DN1484
 DN1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1484!SPC TXNC     -   0.99995605  x   0.99993696  =   0.99989301
 DN1484!UTM  14      -   0.99995605  x   0.99991809  =   0.99987414
 DN1484
 DN1484                          SUPERSEDED SURVEY CONTROL
 DN1484
 DN1484  NAD 83(1993)-  33 42 08.24840(N)    097 16 00.20562(W) AD(       ) 3
 DN1484  NAD 83(1986)-  33 42 08.25359(N)    097 16 00.19420(W) AD(       ) 3
 DN1484  NGVD 29 (07/26/91)  305.5    (m)         1002.     (f) VERT ANG       
 DN1484
 DN1484.Superseded values are not recommended for survey control.
 DN1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1484.See file dsdata.txt to determine how the superseded data were derived.
 DN1484
 DN1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC6063030496(NAD 83)
 DN1484_MARKER: DS = TRIANGULATION STATION DISK
 DN1484_SETTING: 0 = UNSPECIFIED SETTING
 DN1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1484
 DN1484  HISTORY     - Date     Condition        Report By
 DN1484  HISTORY     - 1900     MONUMENTED       USGS
 DN1484  HISTORY     - 19950601 GOOD             USPSQD
 DN1484
 DN1484                          STATION DESCRIPTION
 DN1484
 DN1484'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 DN1484'THE FOLLOWING IS A NEW DESCRIPTION BY USGS, 1958
 DN1484'
 DN1484'STATION IS IN COOKE COUNTY, TEXAS, ABOUT 9 MI. NW. OF GAINESVILLE,
 DN1484'7 MI. NE. OF MUENSTER, 5.5 MI. NNW. LINDSAY, IN A PASTURE JUST S.
 DN1484'OF A FARM HOUSE, 354 FT. S. OF AN E-W. RD. AND DRIVEWAY INTO FARM
 DN1484'YARD, 11.5 FT. E. OF A N-S. FENCE.
 DN1484'
 DN1484'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82 AND 77
 DN1484'(INTERSTATE 35) IN THE NW. PART OF GAINESVILLE, GO W. ON U.S.
 DN1484'HIGHWAY 82 FOR 1.5 MI. TO A T-JUNCTION WITH FARM ROAD 1201, TURN
 DN1484'RIGHT AND GO N. ON FARM ROAD 1201 FOR 1.5 MI. TO A Y-JUNCTION, TAKE
 DN1484'THE LEFT BRANCH WHICH IS FARM ROAD 1200 AND CONTINUE NORTHERLY FOR
 DN1484'3.6 MI. TO T-JUNCTION AND END OF PAVEMENT, TURN LEFT AND GO WESTERLY
 DN1484'FOR 1.9 MI. TO Y-JUNCTION.  KEEP LEFT AND CONTINUE W. FOR 0.6 MI. TO
 DN1484'OFFSET T-JUNCTION, TURN RIGHT AND GO N. AND THEN W. FOR 0.6 MI. TO
 DN1484'FARM HOUSE ON S. SIDE OF RD., TURN LEFT AND GO S. ALONG W. SIDE
 DN1484'HOUSE AND THROUGH PASTURE GATE FOR 354 FT. TO STATION.
 DN1484'
 DN1484'STATION MARK--A STANDARD TABLET CEMENTED IN ROCK ABOUT 8 BY 10 IN.
 DN1484'PROJECTING 0.4 FT., STAMPED---HEMPHILL-1900---.
 DN1484
 DN1484                          STATION RECOVERY (1995)
 DN1484
 DN1484'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2992 ***********************************************************************
 BX2992  DESIGNATION -  HEMPHILL WATER TANK
 BX2992  PID         -  BX2992
 BX2992  STATE/COUNTY-  TX/SABINE
 BX2992  USGS QUAD   -  HEMPHILL (1984)
 BX2992
 BX2992                         *CURRENT SURVEY CONTROL
 BX2992  ___________________________________________________________________
 BX2992* NAD 83(1993)-  31 20 30.64676(N)    093 50 48.57128(W)     ADJUSTED  
 BX2992* NAVD 88     -                                                        
 BX2992  ___________________________________________________________________
 BX2992  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BX2992  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BX2992
 BX2992  HORZ ORDER  -  THIRD
 BX2992
 BX2992.The horizontal coordinates were established by classical geodetic methods
 BX2992.and adjusted by the National Geodetic Survey in February 1996..
 BX2992
 BX2992
 BX2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2992
 BX2992.The geoid height was determined by GEOID03.
 BX2992
 BX2992;                    North         East     Units Scale Factor Converg.
 BX2992;SPC TX C     - 3,203,693.295 1,316,856.413   MT  0.99989933   +3 20 27.4
 BX2992;SPC TX C     -10,510,783.75  4,320,386.41   sFT  0.99989933   +3 20 27.4
 BX2992;SPC LA N     -    94,137.173   871,841.374   MT  0.99996490   -0 42 43.4
 BX2992;SPC LA N     -   308,848.38  2,860,366.24   sFT  0.99996490   -0 42 43.4
 BX2992;UTM  15      - 3,467,797.750   419,445.390   MT  0.99968004   -0 26 25.8
 BX2992
 BX2992                          SUPERSEDED SURVEY CONTROL
 BX2992
 BX2992  NAD 83(1986)-  31 20 30.65486(N)    093 50 48.56562(W) AD(       ) 4
 BX2992  NAD 27      -  31 20 29.99162(N)    093 50 47.90005(W) AD(       ) 3
 BX2992
 BX2992.Superseded values are not recommended for survey control.
 BX2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2992.See file dsdata.txt to determine how the superseded data were derived.
 BX2992
 BX2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ1944567798(NAD 83)
 BX2992_MARKER: 51 = TANK
 BX2992
 BX2992  HISTORY     - Date     Condition        Report By
 BX2992  HISTORY     - 1931     FIRST OBSERVED   CGS
 BX2992  HISTORY     - 1941     GOOD             LOCSUR
 BX2992  HISTORY     - 1943     GOOD             USE
 BX2992  HISTORY     - 1952     GOOD             AMS
 BX2992  HISTORY     - 1972     GOOD             NGS
 BX2992  HISTORY     - 20050517 MARK NOT FOUND   USPSQD
 BX2992
 BX2992                          STATION DESCRIPTION
 BX2992
 BX2992'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 BX2992'STATION RECOVERED BY REPUBLIC PRODUCTION COMPANY GEOPHYSICAL
 BX2992'DEPT.
 BX2992'
 BX2992'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BX2992
 BX2992                          STATION RECOVERY (1943)
 BX2992
 BX2992'RECOVERY NOTE BY US ENGINEERS 1943
 BX2992'THE TANK IS STILL STANDING.
 BX2992
 BX2992                          STATION RECOVERY (1952)
 BX2992
 BX2992'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BX2992'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BX2992
 BX2992                          STATION RECOVERY (1972)
 BX2992
 BX2992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2992'RECOVERED AS DESCRIBED AND WAS FOUND IN GOOD CONDITION.
 BX2992
 BX2992                          STATION RECOVERY (2005)
 BX2992
 BX2992'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 BX2992'ORIGINAL TANK HAS BEEN REMOVED.  A NEW TANK HAS BEEN ERECTED
 BX2992'APPROXIMATELY 280 NORTHEAST OF THE OLD SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0087 ***********************************************************************
 BM0087  DESIGNATION -  HEMPSTEAD BM
 BM0087  PID         -  BM0087
 BM0087  STATE/COUNTY-  TX/WALLER
 BM0087  USGS QUAD   -  HEMPSTEAD (1980)
 BM0087
 BM0087                         *CURRENT SURVEY CONTROL
 BM0087  ___________________________________________________________________
 BM0087* NAD 83(1986)-  30 05 52.     (N)    096 04 57.     (W)     SCALED    
 BM0087* NAVD 88     -        71.95   (+/-2cm)     236.1    (feet)  VERTCON   
 BM0087  ___________________________________________________________________
 BM0087  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BM0087
 BM0087  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0087
 BM0087.The horizontal coordinates were scaled from a topographic map and have
 BM0087.an estimated accuracy of +/- 6 seconds.
 BM0087
 BM0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0087.The vertical order pertains to the NGVD 29 superseded value.
 BM0087
 BM0087.The geoid height was determined by GEOID03.
 BM0087
 BM0087;                    North         East    Units  Estimated Accuracy
 BM0087;SPC TXSC     - 4,254,480.      881,180.      MT  (+/- 180 meters Scaled)
 BM0087
 BM0087                          SUPERSEDED SURVEY CONTROL
 BM0087
 BM0087  NGVD 29 (??/??/92)   71.93   (m)          236.0    (f) COMPUTED    2 0
 BM0087
 BM0087.Superseded values are not recommended for survey control.
 BM0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0087.See file dsdata.txt to determine how the superseded data were derived.
 BM0087
 BM0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU811332(NAD 83)
 BM0087_MARKER: DB = BENCH MARK DISK
 BM0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0087_STAMPING: HEMPSTEAD 1933
 BM0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0087+STABILITY: SURFACE MOTION
 BM0087
 BM0087  HISTORY     - Date     Condition        Report By
 BM0087  HISTORY     - 1933     MONUMENTED       CGS
 BM0087  HISTORY     - 1954     GOOD             NGS
 BM0087  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0087  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0087  HISTORY     - 20050915 MARK NOT FOUND   GEOCAC
 BM0087
 BM0087                          STATION DESCRIPTION
 BM0087
 BM0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0087'0.35 MI W FROM HEMPSTEAD.
 BM0087'0.35 MILE WEST ALONG STATE HIGHWAY 159 FROM THE COURTHOUSE AT
 BM0087'HEMPSTEAD, THENCE 1 BLOCK WEST ALONG AUSTIN STREET, 55 FEET NORTH OF
 BM0087'THE CENTER LINE OF AUSTIN STREET, 51 FEET EAST OF THE CENTER LINE OF
 BM0087'14TH STREET, 3.7 FEET NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 BM0087'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0087
 BM0087                          STATION RECOVERY (1991)
 BM0087
 BM0087'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0087'MARK NOT FOUND.
 BM0087
 BM0087                          STATION RECOVERY (1999)
 BM0087
 BM0087'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0087'MARK NOT FOUND.
 BM0087
 BM0087                          STATION RECOVERY (2005)
 BM0087
 BM0087'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BM0087'LOCATION DESCRIBED IS NOW A PAVED PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0987 ***********************************************************************
 BM0987  DESIGNATION -  HEMPSTEAD CITIZEN WTR CO SPIPE
 BM0987  PID         -  BM0987
 BM0987  STATE/COUNTY-  TX/WALLER
 BM0987  USGS QUAD   -  HEMPSTEAD (1980)
 BM0987
 BM0987                         *CURRENT SURVEY CONTROL
 BM0987  ___________________________________________________________________
 BM0987* NAD 83(1993)-  30 05 42.75920(N)    096 04 54.24784(W)     ADJUSTED  
 BM0987* NAVD 88     -                                                        
 BM0987  ___________________________________________________________________
 BM0987  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BM0987  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BM0987
 BM0987  HORZ ORDER  -  THIRD
 BM0987
 BM0987.The horizontal coordinates were established by classical geodetic methods
 BM0987.and adjusted by the National Geodetic Survey in February 1996..
 BM0987
 BM0987
 BM0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0987
 BM0987.The geoid height was determined by GEOID03.
 BM0987
 BM0987;                    North         East     Units Scale Factor Converg.
 BM0987;SPC TXSC     - 4,254,192.142   881,260.359   MT  0.99995107   +1 25 46.9
 BM0987;SPC TXSC     -13,957,295.39  2,891,268.36   sFT  0.99995107   +1 25 46.9
 BM0987;UTM  14      - 3,332,929.101   781,251.680   MT  1.00057604   +1 27 51.5
 BM0987;UTM  15      - 3,333,343.323   202,986.175   MT  1.00068853   -1 32 47.2
 BM0987
 BM0987                          SUPERSEDED SURVEY CONTROL
 BM0987
 BM0987  NAD 83(1986)-  30 05 42.77373(N)    096 04 54.23061(W) AD(       ) 4
 BM0987  NAD 27      -  30 05 41.98800(N)    096 04 53.38300(W) AD(       ) 3
 BM0987
 BM0987.Superseded values are not recommended for survey control.
 BM0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0987.See file dsdata.txt to determine how the superseded data were derived.
 BM0987
 BM0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8125232929(NAD 83)
 BM0987_MARKER: 52 = STANDPIPE TANK
 BM0987
 BM0987  HISTORY     - Date     Condition        Report By
 BM0987  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0987  HISTORY     - 19990710 GOOD             USPSQD
 BM0987  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BM0987
 BM0987                          STATION DESCRIPTION
 BM0987
 BM0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0987'THIS STATION IS THE CENTER OF THE STANDPIPE OF THE CITIZENS
 BM0987'WATER COMPANY.  IT IS A CYLINDRICAL STEEL STANDPIPE WITH A
 BM0987'ROUND TOP, AND IS PAINTED BLACK.  IT IS ABOUT 10 FEET IN
 BM0987'DIAMETER AND ABOUT 100 FEET HIGH AND IS VERY PROMINENT.
 BM0987'
 BM0987'THE STANDPIPE IS NEAR THE SE CORNER OF A FENCED LOT WHICH IS
 BM0987'ON THE E SIDE OF HIGHWAY TEXAS 159 AND ON THE S SIDE OF THE
 BM0987'SECOND STREET S OF THE MAIN STREET OF HEMPSTEAD.  TEXAS 159
 BM0987'IS TWO BLOCKS W OF THE SOUTHERN PACIFIC RAILROAD.
 BM0987
 BM0987                          STATION RECOVERY (1999)
 BM0987
 BM0987'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0987'RECOVERED IN GOOD CONDITION.
 BM0987
 BM0987                          STATION RECOVERY (2005)
 BM0987
 BM0987'RECOVERY NOTE BY US POWER SQUADRON 2005 (CG)
 BM0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3608 ***********************************************************************
 DH3608  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3608  DESIGNATION -  HEMPSTEAD CORS ARP
 DH3608  CORS_ID     -  TXHE
 DH3608  PID         -  DH3608
 DH3608  STATE/COUNTY-  TX/WALLER
 DH3608  USGS QUAD   -  HEMPSTEAD (1980)
 DH3608
 DH3608                         *CURRENT SURVEY CONTROL
 DH3608  ___________________________________________________________________
 DH3608* NAD 83(CORS)-  30 05 56.47259(N)    096 03 48.54562(W)     ADJUSTED  
 DH3608* NAVD 88     -                                                        
 DH3608  ___________________________________________________________________
 DH3608  EPOCH DATE  -        2002.00
 DH3608  X           -    -583,375.534 (meters)                     COMP
 DH3608  Y           -  -5,491,904.766 (meters)                     COMP
 DH3608  Z           -   3,179,899.560 (meters)                     COMP
 DH3608  ELLIP HEIGHT-          48.78  (meters)          (06/??/05) GPS OBS
 DH3608  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DH3608
 DH3608  HORZ ORDER  -  SPECIAL (CORS)
 DH3608  ELLP ORDER  -  SPECIAL (CORS)
 DH3608
 DH3608.ITRF positions are available for this station.
 DH3608.The coordinates were established by GPS observations
 DH3608.and adjusted by the National Geodetic Survey in June 2005..
 DH3608.The coordinates are valid at the epoch date displayed above.
 DH3608.The epoch date for horizontal control is a decimal equivalence
 DH3608.of Year/Month/Day.
 DH3608
 DH3608
 DH3608.The PID for the CORS L1 Phase Center is DH3609.
 DH3608
 DH3608.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3608
 DH3608.The ellipsoidal height was determined by GPS observations
 DH3608.and is referenced to NAD 83.
 DH3608
 DH3608.The geoid height was determined by GEOID03.
 DH3608
 DH3608;                    North         East     Units Scale Factor Converg.
 DH3608;SPC TXSC     - 4,254,658.291   883,008.372   MT  0.99995196   +1 26 19.1
 DH3608;SPC TXSC     -13,958,824.74  2,897,003.30   sFT  0.99995196   +1 26 19.1
 DH3608
 DH3608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3608!SPC TXSC     -   0.99999234  x   0.99995196  =   0.99994430
 DH3608
 DH3608                          SUPERSEDED SURVEY CONTROL
 DH3608
 DH3608.No superseded survey control is available for this station.
 DH3608
 DH3608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8300133397(NAD 83)
 DH3608_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3608
 DH3608                          STATION DESCRIPTION
 DH3608
 DH3608'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3608'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3608'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3608'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3608'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3608'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3609 ***********************************************************************
 DH3609  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3609  DESIGNATION -  HEMPSTEAD CORS L1 PHASE CENTER
 DH3609  CORS_ID     -  TXHE
 DH3609  PID         -  DH3609
 DH3609  STATE/COUNTY-  TX/WALLER
 DH3609  USGS QUAD   -  HEMPSTEAD (1980)
 DH3609
 DH3609                         *CURRENT SURVEY CONTROL
 DH3609  ___________________________________________________________________
 DH3609* NAD 83(CORS)-  30 05 56.47260(N)    096 03 48.54560(W)     ADJUSTED  
 DH3609* NAVD 88     -                                                        
 DH3609  ___________________________________________________________________
 DH3609  EPOCH DATE  -        2002.00
 DH3609  X           -    -583,375.541 (meters)                     COMP
 DH3609  Y           -  -5,491,904.835 (meters)                     COMP
 DH3609  Z           -   3,179,899.601 (meters)                     COMP
 DH3609  ELLIP HEIGHT-          48.86  (meters)          (06/??/05) GPS OBS
 DH3609  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DH3609
 DH3609  HORZ ORDER  -  SPECIAL (CORS)
 DH3609  ELLP ORDER  -  SPECIAL (CORS)
 DH3609
 DH3609.ITRF positions are available for this station.
 DH3609.The coordinates were established by GPS observations
 DH3609.and adjusted by the National Geodetic Survey in June 2005..
 DH3609.The coordinates are valid at the epoch date displayed above.
 DH3609.The epoch date for horizontal control is a decimal equivalence
 DH3609.of Year/Month/Day.
 DH3609
 DH3609
 DH3609.The PID for the CORS ARP is DH3608.
 DH3609
 DH3609.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3609
 DH3609.The ellipsoidal height was determined by GPS observations
 DH3609.and is referenced to NAD 83.
 DH3609
 DH3609.The geoid height was determined by GEOID03.
 DH3609
 DH3609;                    North         East     Units Scale Factor Converg.
 DH3609;SPC TXSC     - 4,254,658.292   883,008.372   MT  0.99995196   +1 26 19.1
 DH3609;SPC TXSC     -13,958,824.75  2,897,003.30   sFT  0.99995196   +1 26 19.1
 DH3609
 DH3609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3609!SPC TXSC     -   0.99999233  x   0.99995196  =   0.99994429
 DH3609
 DH3609                          SUPERSEDED SURVEY CONTROL
 DH3609
 DH3609.No superseded survey control is available for this station.
 DH3609
 DH3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8300133397(NAD 83)
 DH3609_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3609
 DH3609                          STATION DESCRIPTION
 DH3609
 DH3609'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3609'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3609'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3609'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3609'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3609'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0986 ***********************************************************************
 BM0986  DESIGNATION -  HEMPSTEAD MUNICIPAL TANK
 BM0986  PID         -  BM0986
 BM0986  STATE/COUNTY-  TX/WALLER
 BM0986  USGS QUAD   -  HEMPSTEAD (1980)
 BM0986
 BM0986                         *CURRENT SURVEY CONTROL
 BM0986  ___________________________________________________________________
 BM0986* NAD 83(1993)-  30 05 41.78251(N)    096 04 54.47379(W)     ADJUSTED  
 BM0986* NAVD 88     -                                                        
 BM0986  ___________________________________________________________________
 BM0986  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BM0986  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BM0986
 BM0986  HORZ ORDER  -  THIRD
 BM0986
 BM0986.The horizontal coordinates were established by classical geodetic methods
 BM0986.and adjusted by the National Geodetic Survey in February 1996..
 BM0986
 BM0986
 BM0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0986
 BM0986.The geoid height was determined by GEOID03.
 BM0986
 BM0986;                    North         East     Units Scale Factor Converg.
 BM0986;SPC TXSC     - 4,254,161.927   881,255.062   MT  0.99995101   +1 25 46.8
 BM0986;SPC TXSC     -13,957,196.26  2,891,250.98   sFT  0.99995101   +1 25 46.8
 BM0986;SPC TX C     - 3,055,308.368 1,109,726.413   MT  1.00000587   +2 11 23.2
 BM0986;SPC TX C     -10,023,957.54  3,640,827.41   sFT  1.00000587   +2 11 23.2
 BM0986;UTM  14      - 3,332,898.864   781,246.398   MT  1.00057601   +1 27 51.3
 BM0986;UTM  15      - 3,333,313.402   202,979.311   MT  1.00068858   -1 32 47.2
 BM0986
 BM0986                          SUPERSEDED SURVEY CONTROL
 BM0986
 BM0986  NAD 83(1986)-  30 05 41.79715(N)    096 04 54.45657(W) AD(       ) 4
 BM0986  NAD 27      -  30 05 41.00800(N)    096 04 53.61200(W) AD(       ) 3
 BM0986
 BM0986.Superseded values are not recommended for survey control.
 BM0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0986.See file dsdata.txt to determine how the superseded data were derived.
 BM0986
 BM0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8124632899(NAD 83)
 BM0986_MARKER: 53 = ELEVATED TANK
 BM0986
 BM0986  HISTORY     - Date     Condition        Report By
 BM0986  HISTORY     - 1954     FIRST OBSERVED   CGS
 BM0986  HISTORY     - 19990710 GOOD             USPSQD
 BM0986
 BM0986                          STATION DESCRIPTION
 BM0986
 BM0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0986'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED AT THE
 BM0986'CORNER OF WASHINGTON AND 13 TH. ST. IN THE TOWN OF HEMPSTEAD.
 BM0986'THE TANK IS SUPPORTED BY FOUR LEGS AND IS APPROXIMATELY 120
 BM0986'FEET HIGH.
 BM0986
 BM0986                          STATION RECOVERY (1999)
 BM0986
 BM0986'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0419 ***********************************************************************
 AI0419  DESIGNATION -  HEMPSTEAD RESET
 AI0419  PID         -  AI0419
 AI0419  STATE/COUNTY-  TX/WALLER
 AI0419  USGS QUAD   -  HEMPSTEAD (1980)
 AI0419
 AI0419                         *CURRENT SURVEY CONTROL
 AI0419  ___________________________________________________________________
 AI0419* NAD 83(1993)-  30 06 54.19371(N)    096 04 52.66672(W)     ADJUSTED  
 AI0419* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 AI0419  ___________________________________________________________________
 AI0419  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AI0419  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AI0419
 AI0419  HORZ ORDER  -  THIRD
 AI0419
 AI0419.The horizontal coordinates were established by classical geodetic methods
 AI0419.and adjusted by the National Geodetic Survey in February 1996..
 AI0419
 AI0419.The orthometric height was scaled from a topographic map.
 AI0419
 AI0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0419
 AI0419.The geoid height was determined by GEOID03.
 AI0419
 AI0419;                    North         East     Units Scale Factor Converg.
 AI0419;SPC TXSC     - 4,256,392.083   881,247.792   MT  0.99995572   +1 25 47.7
 AI0419;SPC TXSC     -13,964,513.03  2,891,227.13   sFT  0.99995572   +1 25 47.7
 AI0419;SPC TX C     - 3,057,538.341 1,109,689.556   MT  1.00000043   +2 11 24.2
 AI0419;SPC TX C     -10,031,273.71  3,640,706.48   sFT  1.00000043   +2 11 24.2
 AI0419;UTM  14      - 3,335,130.403   781,237.759   MT  1.00057594   +1 27 55.4
 AI0419;UTM  15      - 3,335,542.563   203,087.938   MT  1.00068778   -1 32 49.7
 AI0419
 AI0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0419!SPC TXSC     -   0.99999218  x   0.99995572  =   0.99994790
 AI0419!SPC TX C     -   0.99999218  x   1.00000043  =   0.99999261
 AI0419!UTM  14      -   0.99999218  x   1.00057594  =   1.00056811
 AI0419!UTM  15      -   0.99999218  x   1.00068778  =   1.00067995
 AI0419
 AI0419|---------------------------------------------------------------------|
 AI0419| PID    Reference Object                     Distance      Geod. Az  |
 AI0419|                                                           dddmmss.s |
 AI0419| BM0083 HEMPSTEAD RM 1                       22.191 METERS 11303     |
 AI0419| BM0988 HEMPSTEAD WALLER CO CTHSE TWR       APPROX. 2.0 KM 1683200.7 |
 AI0419| BM0986 HEMPSTEAD MUNICIPAL TANK            APPROX. 2.2 KM 1811435.3 |
 AI0419| BM0989 CHAPEL HILL CATH CHURCH DOME        APPROX.16.7 KM 2765850.3 |
 AI0419| BM0990 CHAPEL HILL FIRST BAP CH SPIRE      APPROX.17.2 KM 2793213.9 |
 AI0419| CV7706 HEMPSTEAD AZ MK                                    2903245.6 |
 AI0419| BM0084 HEMPSTEAD RM 2                       24.532 METERS 32845     |
 AI0419|---------------------------------------------------------------------|
 AI0419
 AI0419                          SUPERSEDED SURVEY CONTROL
 AI0419
 AI0419  NAD 83(1986)-  30 06 54.20854(N)    096 04 52.64941(W) AD(       ) 3
 AI0419
 AI0419.Superseded values are not recommended for survey control.
 AI0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0419.See file dsdata.txt to determine how the superseded data were derived.
 AI0419
 AI0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8123835130(NAD 83)
 AI0419_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AI0419_STAMPING: HEMPSTEAD 1954 1981
 AI0419_MARK LOGO: NGS   
 AI0419_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0419+STABILITY: SURFACE MOTION
 AI0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0419+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 AI0419
 AI0419  HISTORY     - Date     Condition        Report By
 AI0419  HISTORY     - 1981     MONUMENTED       NGS
 AI0419  HISTORY     - 20050915 GOOD             GEOCAC
 AI0419
 AI0419                          STATION DESCRIPTION
 AI0419
 AI0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AI0419'THE STATION SURFACE, REFERENCES 1 AND 2 AND THE AZIMUTH MARKS WERE
 AI0419'DESTROYED BY HEAVY ROAD EQUIPMENT.  THE SURFACE MARK WAS REPLACED BY
 AI0419'HOLDING THE POINT ON THE SUB-SURFACE DESK.  REFERENCE MARK 3 AND 4
 AI0419'WERE ESTABLISHED AT THIS TIME.  NO PLACE WAS SUITABLE FOR AN AZIMUTH
 AI0419'UNTIL CONSTRUCTION ON THE ROAD IS COMPLETE.  THE STATION IS LOCATED
 AI0419'1.6 KM (1.00 MI) NORTHWEST OF HEMPSTEAD, 24 KM (14.90 MI)
 AI0419'EAST-SOUTHEAST OF BRENHAM AND ON THE SOUTH RIGHT OF WAY OF U.S HIGHWAY
 AI0419'290, ON A HIGH CUT BANK 7 METERS (23.0 FT) HIGHER THAN THE HIGHWAY AND
 AI0419'58 METERS (190.3 FT) WEST OF A LARGE RAILROAD BRIDGE MADE OF CONCRETE.
 AI0419'TO REACH THE STATION FROM THE MAIN STREET AND JUNCTION OF STATE
 AI0419'HIGHWAY 6 AND U.S HIGHWAY 290 IN HEMPSTEAD, GO NORTH ON HIGHWAY 6 AND
 AI0419'HIGHWAY 290 FOR 1.6 KM (1.00 MI) TO WHERE 6 GOES NORTH AND 290 TURNS
 AI0419'WEST.  TURN LEFT AND GO WEST ON HIGHWAY 290 FOR 0.48 KM (0.30 MI) TO A
 AI0419'LARGE CONCRETE RAILROAD BRIDGE AND THE STATION ON THE LEFT ATOP THE
 AI0419'HIGH CUT BANK ON THE SOUTH SIDE OF THE HIGHWAY.  THE SUB-SURFACE DISK
 AI0419'IS A CGS DISK STAMPED---HEMPSTEAD 1954---.  THE SURFACE DISK IS A
 AI0419'STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT 0.2 M
 AI0419'(0.7 FT) BELOW SURFACE STAMPED---HEMPSTEAD 1954 1981---.  IT IS 58 M
 AI0419'(190.3 FT) WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 6.4 M (21.0
 AI0419'FT) SOUTH OF THE EDGE OF THE CUT BANK AND 3.2 M (10.5 FT) NORTH OF A
 AI0419'FENCE AND WITNESS POST.  REFERENCE MARK 3 IS A STANDARD DISK SET IN
 AI0419'THE TOP OF A ROUND CONCRETE MONUMENT 3 CM BELOW SURFACE
 AI0419'STAMPED---HEMPSTEAD NO 3 1981---.  IT IS 0.18 M (0.59 FT) NORTH OF THE
 AI0419'FENCE AND 10.7 M (35.1 FT) SOUTH OF THE CUT BANK.  REFERENCE MARK 4 IS
 AI0419'A STANDARD DISK SET IN A DRILL HOLE IN THE SOUTHWEST ABUTMENT OF THE
 AI0419'RAILROAD BRIDGE 2.1 M (6.9 FT) WEST OF THE WEST RAIL.
 AI0419
 AI0419                          STATION RECOVERY (2005)
 AI0419
 AI0419'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 AI0419'STATION IS 1 FOOT NORTH OF CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0083 ***********************************************************************
 BM0083  DESIGNATION -  HEMPSTEAD RM 1
 BM0083  PID         -  BM0083
 BM0083  STATE/COUNTY-  TX/WALLER
 BM0083  USGS QUAD   -  HEMPSTEAD (1980)
 BM0083
 BM0083                         *CURRENT SURVEY CONTROL
 BM0083  ___________________________________________________________________
 BM0083* NAD 83(1986)-  30 06 53.     (N)    096 04 52.     (W)     SCALED    
 BM0083* NAVD 88     -        78.38   (+/-2cm)     257.2    (feet)  VERTCON   
 BM0083  ___________________________________________________________________
 BM0083  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BM0083
 BM0083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0083
 BM0083.The horizontal coordinates were scaled from a topographic map and have
 BM0083.an estimated accuracy of +/- 6 seconds.
 BM0083
 BM0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0083.The vertical order pertains to the NGVD 29 superseded value.
 BM0083
 BM0083.The geoid height was determined by GEOID03.
 BM0083
 BM0083;                    North         East    Units  Estimated Accuracy
 BM0083;SPC TXSC     - 4,256,360.      881,270.      MT  (+/- 180 meters Scaled)
 BM0083
 BM0083                          SUPERSEDED SURVEY CONTROL
 BM0083
 BM0083  NGVD 29 (??/??/92)   78.362  (m)          257.09   (f) ADJ UNCH    2 0
 BM0083
 BM0083.Superseded values are not recommended for survey control.
 BM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0083.See file dsdata.txt to determine how the superseded data were derived.
 BM0083
 BM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU812350(NAD 83)
 BM0083_MARKER: DR = REFERENCE MARK DISK
 BM0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0083_STAMPING: HEMPSTEAD NO 1 1954
 BM0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0083+STABILITY: SURFACE MOTION
 BM0083
 BM0083  HISTORY     - Date     Condition        Report By
 BM0083  HISTORY     - 1954     MONUMENTED       CGS
 BM0083  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0083  HISTORY     - 19990715 MARK NOT FOUND   USPSQD
 BM0083
 BM0083                          STATION DESCRIPTION
 BM0083
 BM0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0083'1.4 MI N FROM HEMPSTEAD.
 BM0083'1.4 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0083'STATION AT HEMPSTEAD, 116 FEET WEST OF THE WEST RAIL, 73.0 FEET EAST
 BM0083'OF TRIANGULATION STATION HEMPSTEAD 1954, 1 FOOT NORTH OF A FENCE, SET
 BM0083'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BM0083'GROUND.
 BM0083
 BM0083                          STATION RECOVERY (1991)
 BM0083
 BM0083'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0083'MARK NOT FOUND.
 BM0083
 BM0083                          STATION RECOVERY (1999)
 BM0083
 BM0083'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0084 ***********************************************************************
 BM0084  DESIGNATION -  HEMPSTEAD RM 2
 BM0084  PID         -  BM0084
 BM0084  STATE/COUNTY-  TX/WALLER
 BM0084  USGS QUAD   -  HEMPSTEAD (1980)
 BM0084
 BM0084                         *CURRENT SURVEY CONTROL
 BM0084  ___________________________________________________________________
 BM0084* NAD 83(1986)-  30 06 55.     (N)    096 04 55.     (W)     SCALED    
 BM0084* NAVD 88     -        77.48   (+/-2cm)     254.2    (feet)  VERTCON   
 BM0084  ___________________________________________________________________
 BM0084  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BM0084
 BM0084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0084
 BM0084.The horizontal coordinates were scaled from a topographic map and have
 BM0084.an estimated accuracy of +/- 6 seconds.
 BM0084
 BM0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0084.The vertical order pertains to the NGVD 29 superseded value.
 BM0084
 BM0084.The geoid height was determined by GEOID03.
 BM0084
 BM0084;                    North         East    Units  Estimated Accuracy
 BM0084;SPC TXSC     - 4,256,420.      881,190.      MT  (+/- 180 meters Scaled)
 BM0084
 BM0084                          SUPERSEDED SURVEY CONTROL
 BM0084
 BM0084  NGVD 29 (??/??/92)   77.460  (m)          254.13   (f) ADJ UNCH    2 0
 BM0084
 BM0084.Superseded values are not recommended for survey control.
 BM0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0084.See file dsdata.txt to determine how the superseded data were derived.
 BM0084
 BM0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU811351(NAD 83)
 BM0084_MARKER: DR = REFERENCE MARK DISK
 BM0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0084_STAMPING: HEMPSTEAD NO 2 1954
 BM0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0084+STABILITY: SURFACE MOTION
 BM0084
 BM0084  HISTORY     - Date     Condition        Report By
 BM0084  HISTORY     - 1954     MONUMENTED       CGS
 BM0084  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0084  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0084
 BM0084                          STATION DESCRIPTION
 BM0084
 BM0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0084'1.4 MI N FROM HEMPSTEAD.
 BM0084'1.4 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0084'STATION AT HEMPSTEAD, 87 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 BM0084'290, 80.0 FEET NORTHWEST OF TRIANGULATION STATION HEMPSTEAD 1954, SET
 BM0084'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BM0084'GROUND.
 BM0084
 BM0084                          STATION RECOVERY (1991)
 BM0084
 BM0084'RECOVERY NOTE BY US POWER SQUADRON 1991 (REL)
 BM0084'MARK NOT FOUND.
 BM0084
 BM0084                          STATION RECOVERY (1999)
 BM0084
 BM0084'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0988 ***********************************************************************
 BM0988  DESIGNATION -  HEMPSTEAD WALLER CO CTHSE TWR
 BM0988  PID         -  BM0988
 BM0988  STATE/COUNTY-  TX/WALLER
 BM0988  USGS QUAD   -  HEMPSTEAD (1980)
 BM0988
 BM0988                         *CURRENT SURVEY CONTROL
 BM0988  ___________________________________________________________________
 BM0988* NAD 83(1993)-  30 05 52.11003(N)    096 04 38.18403(W)     ADJUSTED  
 BM0988* NAVD 88     -                                                        
 BM0988  ___________________________________________________________________
 BM0988  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BM0988  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BM0988
 BM0988  HORZ ORDER  -  THIRD
 BM0988
 BM0988.The horizontal coordinates were established by classical geodetic methods
 BM0988.and adjusted by the National Geodetic Survey in February 1996..
 BM0988
 BM0988
 BM0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0988
 BM0988.The geoid height was determined by GEOID03.
 BM0988
 BM0988;                    North         East     Units Scale Factor Converg.
 BM0988;SPC TXSC     - 4,254,490.716   881,683.136   MT  0.99995167   +1 25 54.8
 BM0988;SPC TXSC     -13,958,274.96  2,892,655.42   sFT  0.99995167   +1 25 54.8
 BM0988;UTM  14      - 3,333,228.118   781,674.541   MT  1.00057898   +1 27 59.9
 BM0988;UTM  15      - 3,333,619.747   203,424.205   MT  1.00068532   -1 32 39.5
 BM0988
 BM0988                          SUPERSEDED SURVEY CONTROL
 BM0988
 BM0988  NAD 83(1986)-  30 05 52.12461(N)    096 04 38.16673(W) AD(       ) 4
 BM0988  NAD 27      -  30 05 51.33900(N)    096 04 37.32300(W) AD(       ) 3
 BM0988
 BM0988.Superseded values are not recommended for survey control.
 BM0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0988.See file dsdata.txt to determine how the superseded data were derived.
 BM0988
 BM0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU8167533228(NAD 83)
 BM0988_MARKER: 86 = CUPOLA
 BM0988
 BM0988  HISTORY     - Date     Condition        Report By
 BM0988  HISTORY     - 1935     FIRST OBSERVED   CGS
 BM0988  HISTORY     - 19990710 MARK NOT FOUND   USPSQD
 BM0988
 BM0988                          STATION DESCRIPTION
 BM0988
 BM0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0988'THIS INTERSECTION STATION IS THE CENTER OF THE CUPOLA ON TOP OF
 BM0988'THE WALLER COUNTY COURTHOUSE.  THE COURTHOUSE IS A BUFF-COLORED
 BM0988'BRICK BUILDING TRIMMED WITH RED BRICK.  THE BUILDING IS
 BM0988'SQUARE AND HAS AN OCTAGONAL TOWER AT EACH CORNER.  EACH TOWER
 BM0988'HAS A PYRAMIDAL ROOF WITH FINIAL AT TIP.  AT THE CENTER OF THE
 BM0988'ROOF OF THE BUILDING IS A SQUARE CUPOLA WITH THREE WINDOWS
 BM0988'ON EACH SIDE.  THE TOP OF THE CUPOLA IS A SQUARE RIBBED DOME
 BM0988'WITH A FLAT TOP.  THERE IS A DORMER WITH A CLOCK ON EACH SIDE
 BM0988'OF THE DOME.  THE TOPS OF THE DORMERS ARE CIRCULAR.  THE
 BM0988'BUILDING IS ABOUT 85 FEET HIGH AND IS QUITE PROMINENT.
 BM0988'
 BM0988'U.S.G.S.B.M. AND TRAVERSE STATION NO. 5 IS ON TOP OF THE STONE
 BM0988'ON THE E SIDE OF THE STEPS AT THE S ENTRANCE OF THE BUILDING.
 BM0988'
 BM0988'THE BUILDING IS ABOUT 100 FEET N OF HIGHWAY TEXAS 6 (MAIN
 BM0988'STREET OF TOWN) AND ABOUT 300 FEET E OF THE STREET ON WHICH
 BM0988'TEXAS 6 TURNS N.
 BM0988
 BM0988                          STATION RECOVERY (1999)
 BM0988
 BM0988'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0840 ***********************************************************************
 BP0840  DESIGNATION -  HEN
 BP0840  PID         -  BP0840
 BP0840  STATE/COUNTY-  TX/TERRELL
 BP0840  USGS QUAD   -  DRYDEN (1968)
 BP0840
 BP0840                         *CURRENT SURVEY CONTROL
 BP0840  ___________________________________________________________________
 BP0840* NAD 83(1993)-  30 07 06.88772(N)    102 07 02.15542(W)     ADJUSTED  
 BP0840* NAVD 88     -       712.0    (meters)    2336.     (feet)  VERTCON   
 BP0840  ___________________________________________________________________
 BP0840  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 BP0840  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 BP0840
 BP0840  HORZ ORDER  -  FIRST
 BP0840
 BP0840.The horizontal coordinates were established by classical geodetic methods
 BP0840.and adjusted by the National Geodetic Survey in February 1996..
 BP0840
 BP0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0840
 BP0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0840
 BP0840.The geoid height was determined by GEOID03.
 BP0840
 BP0840;                    North         East     Units Scale Factor Converg.
 BP0840;SPC TXSC     - 4,257,276.559   299,633.504   MT  0.99995656   -1 31 37.9
 BP0840;SPC TXSC     -13,967,414.84    983,047.59   sFT  0.99995656   -1 31 37.9
 BP0840;UTM  13      - 3,335,433.227   777,760.533   MT  1.00055195   +1 26 50.9
 BP0840
 BP0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0840!SPC TXSC     -   0.99989181  x   0.99995656  =   0.99984837
 BP0840!UTM  13      -   0.99989181  x   1.00055195  =   1.00044370
 BP0840
 BP0840|---------------------------------------------------------------------|
 BP0840| PID    Reference Object                     Distance      Geod. Az  |
 BP0840|                                                           dddmmss.s |
 BP0840| CH9544 HEN RM                                8.503 METERS 05840     |
 BP0840| CH9543 HEN AZ MK                                          1000344.9 |
 BP0840| BP0841 DRYDEN WATER TANK                   APPROX. 8.0 KM 1783356.5 |
 BP0840| CH9545 HEN RM 1                             12.666 METERS 32434     |
 BP0840|---------------------------------------------------------------------|
 BP0840
 BP0840                          SUPERSEDED SURVEY CONTROL
 BP0840
 BP0840  NAD 83(1986)-  30 07 06.85894(N)    102 07 02.19088(W) AD(       ) 1
 BP0840  NAD 27      -  30 07 06.17600(N)    102 07 00.70800(W) AD(       ) 1
 BP0840  NGVD 29 (07/19/86)  711.8    (m)         2335.     (f) VERT ANG       
 BP0840
 BP0840.Superseded values are not recommended for survey control.
 BP0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0840.See file dsdata.txt to determine how the superseded data were derived.
 BP0840
 BP0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP7776135433(NAD 83)
 BP0840_MARKER: DG = GRAVITY STATION DISK
 BP0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0840
 BP0840  HISTORY     - Date     Condition        Report By
 BP0840  HISTORY     - 1918     MONUMENTED       CGS
 BP0840  HISTORY     - 1919     GOOD             USGS
 BP0840  HISTORY     - 1935     GOOD             CGS
 BP0840  HISTORY     - 1969     GOOD             CGS
 BP0840
 BP0840                          STATION DESCRIPTION
 BP0840
 BP0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 BP0840'STATION IS ABOUT 6 MILES BY ROAD N FROM DRYDEN 1 MILE W OF THE
 BP0840'DRYDEN-SHEFFIELD ROAD, 1/2 MILE SW OF A DIRT TANK, AND 100 METERS
 BP0840'(328 FEET) E OF AN OLD STONE QUARRY.  SURFACE AND UNDERGROUND
 BP0840'MARKS ARE STANDARD DISKS SET IN CONCRETE.
 BP0840'REFERENCE MARK IS STANDARD DISK SET IN CONCRETE.
 BP0840'IT IS 8.50 METERS (27.9 FEET) FROM THE STATION
 BP0840'A WINDMILL NEAR THE ROAD IS 1-1/2 MILES FROM THE
 BP0840'STATION.  ELEVATION OF STATION,
 BP0840'711.8 METERS (2,335 FEET).
 BP0840
 BP0840                          STATION RECOVERY (1919)
 BP0840
 BP0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1919
 BP0840'STATION MARK - NGS DISK SET IN OUTCROPPING BEDROCK.
 BP0840'
 BP0840'REFERENCE MARKS - NONE.
 BP0840
 BP0840                          STATION RECOVERY (1935)
 BP0840
 BP0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0840'STATION IS ABOUT 5 MILES N OF DRYDEN AND IS IN SEC. 170, BLOCK
 BP0840'D.  IT IS ABOUT 2 MILES W OF THE DRYDEN-SHEFFIELD ROAD AND IS
 BP0840'ABOUT 1.6 MILES W OF THE RANCH BUILDINGS OF MR. KERR.  THERE IS A
 BP0840'WINDMILL AND A TANK ABOUT 1/4 MILE W OF THE STATION.  THE STATION
 BP0840'IS ON THE TOP OF A ROCKY RIDGE AND IS ON THE TOP OF THE HIGHEST
 BP0840'POINT IN SEVERAL MILES.  THE MARK IS SET IN CONCRETE IN A
 BP0840'DEPRESSION IN OUTCROPPING BEDROCK AND NOT ACCORDING TO NOTES 1A AND
 BP0840'7A AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 BP0840'
 BP0840'THE OLD REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS
 BP0840'A STANDARD DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 BP0840'
 BP0840'A NEW REFERENCE MARK WAS ESTABLISHED (REFERENCE MARK NO. 1, 1935).
 BP0840'IT IS A STANDARD DISK WEDGED IN A DRILL HOLE IN OUTCROPPING
 BP0840'BEDROCK.
 BP0840'
 BP0840'A NEW AZIMUTH MARK WAS ESTABLISHED, A STANDARD DISK SET IN
 BP0840'CONCRETE.  IT IS E OF THE STATION.  IT IS
 BP0840'7 FEET S OF THE S GATEPOST IN A N AND S FENCE AND IS 2 FEET W OF
 BP0840'THE FENCE, AND PROJECTS 6 INCHES.
 BP0840'
 BP0840'THE STATION IS REACHED FROM DRYDEN BY GOING N ON A GRADED
 BP0840'ROAD 5.2 MILES.  TURN OFF THE ROAD, PASS THROUGH A GATE ON THE
 BP0840'W SIDE OF THE ROAD, AND GO WESTERLY ALONG THE S SIDE OF THE FENCE
 BP0840'0.4 MILE TO THE KERR RANCH.  PASS N THROUGH A GATE E OF THE HOUSE
 BP0840'AND GO WESTERLY ON A TRAIL 0.7 MILE.  PASS THROUGH A GATE AND
 BP0840'CONTINUE 0.2 MILE.  PASS THROUGH A GATE AND CONTINUE WESTERLY
 BP0840'0.6 MILE.  TURN OFF THE TRAIL TO THE LEFT AND GO S ABOUT 0.1
 BP0840'MILE TO THE TOP OF THE RIDGE AND THE STATION.
 BP0840'
 BP0840'A 4-FOOT STAND WAS ERECTED.
 BP0840
 BP0840                          STATION RECOVERY (1969)
 BP0840
 BP0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (HH)
 BP0840'STATION RECOVERED IN GOOD CONDITION.
 BP0840'
 BP0840'THE STATION IS LOCATED ABOUT 5 MILES N OF DRYDEN, TEXAS ON THE
 BP0840'HIGHEST POINT OF A RIDGE.
 BP0840'
 BP0840'TO REACH THE STATION FROM U.S. HWY 90 AND STATE HWY 349 JUNCTION
 BP0840'IN DRYDEN PROCEED N ON STATE HWY 349 FOR 5.3 MILES TO A SIDE
 BP0840'ROAD.  GO LEFT (W) FOR 1.4 MILES TO A Y-ROAD.  TAKE LEFT FORK
 BP0840'FOR ABOUT 250 FEET JUST BEFORE A CATTLEGUARD TO A FAINT SIDE
 BP0840'ROAD.  TURN LEFT FOR 0.25 MILE TO GATE.  CONTINUE THROUGH GATE
 BP0840'AND THEN RIGHT FORK FOR 0.6 MILE TO A Y-ROAD.  TAKE RIGHT FORK
 BP0840'FOR 0.25 MILE.  THEN TURN LEFT (S) CROSS COUNTRY TO HIGHEST
 BP0840'POINT ABOUT 300 FEET AND STATION SITE.
 BP0840'
 BP0840'THE STATION IS A BRONZE TABLET STAMPED HEN 1918 AND SET IN ROCK
 BP0840'OUTCROP FLUSH WITH THE GROUND.
 BP0840'
 BP0840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DRYDEN, 6 MILES
 BP0840'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0937 ***********************************************************************
 BP0937  DESIGNATION -  HEND 1942
 BP0937  PID         -  BP0937
 BP0937  STATE/COUNTY-  TX/JEFF DAVIS
 BP0937  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0937
 BP0937                         *CURRENT SURVEY CONTROL
 BP0937  ___________________________________________________________________
 BP0937* NAD 83(1993)-  30 32 51.32114(N)    103 45 09.55810(W)     ADJUSTED  
 BP0937* NAVD 88     -      1701.     (meters)    5581.     (feet)  SCALED    
 BP0937  ___________________________________________________________________
 BP0937  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 BP0937  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 BP0937
 BP0937  HORZ ORDER  -  THIRD
 BP0937
 BP0937.The horizontal coordinates were established by classical geodetic methods
 BP0937.and adjusted by the National Geodetic Survey in February 1996..
 BP0937
 BP0937.The orthometric height was scaled from a topographic map.
 BP0937
 BP0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0937
 BP0937.The geoid height was determined by GEOID03.
 BP0937
 BP0937;                    North         East     Units Scale Factor Converg.
 BP0937;SPC TX C     - 3,102,696.798   371,988.931   MT  0.99991290   -1 45 40.1
 BP0937;SPC TX C     -10,179,431.08  1,220,433.68   sFT  0.99991290   -1 45 40.1
 BP0937;SPC TXSC     - 4,310,098.781   144,058.312   MT  1.00008703   -2 19 42.2
 BP0937;SPC TXSC     -14,140,715.75    472,631.31   sFT  1.00008703   -2 19 42.2
 BP0937;UTM  13      - 3,380,127.183   619,642.173   MT  0.99977658   +0 38 02.6
 BP0937
 BP0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0937!SPC TX C     -   0.99973618  x   0.99991290  =   0.99964911
 BP0937!SPC TXSC     -   0.99973618  x   1.00008703  =   0.99982319
 BP0937!UTM  13      -   0.99973618  x   0.99977658  =   0.99951282
 BP0937
 BP0937                          SUPERSEDED SURVEY CONTROL
 BP0937
 BP0937  NAD 83(1986)-  30 32 51.32171(N)    103 45 09.55489(W) AD(       ) 3
 BP0937  NAD 27      -  30 32 50.75000(N)    103 45 07.92000(W) AD(       ) 3
 BP0937
 BP0937.Superseded values are not recommended for survey control.
 BP0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0937.See file dsdata.txt to determine how the superseded data were derived.
 BP0937
 BP0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP1964280127(NAD 83)
 BP0937_MARKER: DS = TRIANGULATION STATION DISK
 BP0937_SETTING: 80 = SET IN A BOULDER
 BP0937_SP_SET: SET IN DRILL HOLE IN A BOULDER
 BP0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0937+STABILITY: SURFACE MOTION
 BP0937
 BP0937  HISTORY     - Date     Condition        Report By
 BP0937  HISTORY     - 1942     MONUMENTED       CGS
 BP0937
 BP0937                          STATION DESCRIPTION
 BP0937
 BP0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0937'THIS STATION WAS NOT VISITED BY AN OBSERVING PARTY.  THE
 BP0937'INFORMATION GIVEN BELOW IS FROM THE REPORT OF THE BUILDING PARTY.
 BP0937'
 BP0937'STATION IS LOCATED ABOUT 12 MILES N OF ALPINE, AND 12 MILES SE OF
 BP0937'FORT DAVIS, ON THE HENDERSON RANCH.
 BP0937'
 BP0937'STATION IS MARKED BY A STANDARD DISK, STAMPED HEND 1942, CEMENTED
 BP0937'IN A DRILL HOLE IN A BOULDER.
 BP0937'
 BP0937'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD DISKS, STAMPED HEND
 BP0937'1942 NO. 1, AND NO. 2 RESPECTIVELY.  DISTANCE AND DIRECTION
 BP0937'NOT KNOWN.
 BP0937'
 BP0937'THE AZIMUTH MARK IS 1-1/2 MILES NW OF STATION, 1.4 MILES BY
 BP0937'ROAD TOWARD FORT DAVIS, FROM TURN-OFF OF HIGHWAY.  IT IS A
 BP0937'STANDARD DISK SET IN TOP OF ROCK CURB ON N SIDE OF STATE HIGHWAY
 BP0937'118, 8 FEET E OF W END OF CURB.
 BP0937'
 BP0937'TO REACH FROM THE POST OFFICE IN ALPINE GO E ONE BLOCK AND TURN
 BP0937'LEFT ON STATE HIGHWAY 118.  FOLLOW THIS HIGHWAY N 13 MILES
 BP0937'TO A GRADED DIRT ROAD ON THE RIGHT.  TURN RIGHT, PASS THROUGH A
 BP0937'CATTLE GUARD, AND GO NE 2.4 MILES.  THIS IS THE END OF TRUCK
 BP0937'TRAVEL.  PACK NNW UP RIDGE TO TOP OF HILL AND STATION, 40-MINUTE
 BP0937'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0139 ***********************************************************************
 CR0139  DESIGNATION -  HENDERSON
 CR0139  PID         -  CR0139
 CR0139  STATE/COUNTY-  TX/RUSK
 CR0139  USGS QUAD   -  HENDERSON (1973)
 CR0139
 CR0139                         *CURRENT SURVEY CONTROL
 CR0139  ___________________________________________________________________
 CR0139* NAD 83(1986)-  32 09 28.     (N)    094 47 57.     (W)     SCALED    
 CR0139* NAVD 88     -       152.269  (meters)     499.57   (feet)  ADJUSTED  
 CR0139  ___________________________________________________________________
 CR0139  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR0139  DYNAMIC HT  -         152.089 (meters)     498.98  (feet)  COMP
 CR0139  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 CR0139
 CR0139  VERT ORDER  -  SECOND    CLASS 0
 CR0139
 CR0139.The horizontal coordinates were scaled from a topographic map and have
 CR0139.an estimated accuracy of +/- 6 seconds.
 CR0139
 CR0139.The orthometric height was determined by differential leveling
 CR0139.and adjusted by the National Geodetic Survey in June 1991..
 CR0139
 CR0139.The geoid height was determined by GEOID03.
 CR0139
 CR0139.The dynamic height is computed by dividing the NAVD 88
 CR0139.geopotential number by the normal gravity value computed on the
 CR0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0139.degrees latitude (g = 980.6199 gals.).
 CR0139
 CR0139.The modeled gravity was interpolated from observed gravity values.
 CR0139
 CR0139;                    North         East    Units  Estimated Accuracy
 CR0139;SPC TXNC     - 2,060,610.      949,030.      MT  (+/- 180 meters Scaled)
 CR0139
 CR0139                          SUPERSEDED SURVEY CONTROL
 CR0139
 CR0139  NGVD 29 (??/??/92)  152.285  (m)          499.62   (f) ADJ UNCH    2 0
 CR0139
 CR0139.Superseded values are not recommended for survey control.
 CR0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0139.See file dsdata.txt to determine how the superseded data were derived.
 CR0139
 CR0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR303593(NAD 83)
 CR0139_MARKER: DB = BENCH MARK DISK
 CR0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0139_SP_SET: STEP
 CR0139_STAMPING: HENDERSON 1934
 CR0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0139
 CR0139  HISTORY     - Date     Condition        Report By
 CR0139  HISTORY     - 1934     MONUMENTED       CGS
 CR0139  HISTORY     - 1938     GOOD             NGS
 CR0139  HISTORY     - 1990     GOOD             USPSQD
 CR0139
 CR0139                          STATION DESCRIPTION
 CR0139
 CR0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0139'IN HENDERSON.
 CR0139'AT HENDERSON, RUSK COUNTY, AT THE HIGH SCHOOL, AT THE NORTH ENTRANCE
 CR0139'TO THE BUILDING, 5 FEET WEST OF THE CENTER OF THE NORTH DOORWAY,
 CR0139'DIRECTLY BELOW THE WEST BALUSTRADE, AND IN THE SECOND CONCRETE STEP. A
 CR0139'STANDARD DISK, STAMPED HENDERSON 1934.
 CR0139
 CR0139                          STATION RECOVERY (1990)
 CR0139
 CR0139'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CR0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0704 ***********************************************************************
 BN0704  DESIGNATION -  HENDERSON
 BN0704  PID         -  BN0704
 BN0704  STATE/COUNTY-  TX/LLANO
 BN0704  USGS QUAD   -  VALLEY SPRING (1979)
 BN0704
 BN0704                         *CURRENT SURVEY CONTROL
 BN0704  ___________________________________________________________________
 BN0704* NAD 83(1993)-  30 46 39.81371(N)    098 48 55.59087(W)     ADJUSTED  
 BN0704* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 BN0704  ___________________________________________________________________
 BN0704  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 BN0704  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 BN0704
 BN0704  HORZ ORDER  -  SECOND
 BN0704
 BN0704.The horizontal coordinates were established by classical geodetic methods
 BN0704.and adjusted by the National Geodetic Survey in February 1996..
 BN0704
 BN0704.The orthometric height was scaled from a topographic map.
 BN0704
 BN0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0704
 BN0704.The geoid height was determined by GEOID03.
 BN0704
 BN0704;                    North         East     Units Scale Factor Converg.
 BN0704;SPC TX C     - 3,124,157.664   845,279.665   MT  0.99988932   +0 46 54.5
 BN0704;SPC TX C     -10,249,840.60  2,773,221.70   sFT  0.99988932   +0 46 54.5
 BN0704;UTM  14      - 3,404,983.373   517,659.783   MT  0.99960385   +0 05 40.0
 BN0704
 BN0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0704!SPC TX C     -   0.99994379  x   0.99988932  =   0.99983311
 BN0704!UTM  14      -   0.99994379  x   0.99960385  =   0.99954766
 BN0704
 BN0704:                Primary Azimuth Mark                     Grid Az
 BN0704:SPC TX C     -  LLANO MUNICIPAL TANK                     102 00 58.3
 BN0704:UTM  14      -  LLANO MUNICIPAL TANK                     102 42 12.8
 BN0704
 BN0704|---------------------------------------------------------------------|
 BN0704| PID    Reference Object                     Distance      Geod. Az  |
 BN0704|                                                           dddmmss.s |
 BN0704| BN0683 LLANO MUNICIPAL TANK                APPROX.13.4 KM 1024752.8 |
 BN0704| BN0696 LLANO COUNTY CTHSE CLOCK TOWER      APPROX.13.7 KM 1030307.7 |
 BN0704| BN0695 LLANO MUNICIPAL STANDPIPE           APPROX.13.9 KM 1052918.5 |
 BN0704| CV4255 HENDERSON RM 1                       22.251 METERS 19230     |
 BN0704| CV4256 HENDERSON RM 2                       18.191 METERS 27616     |
 BN0704| CV4254 HENDERSON AZ MK                                    3412047.1 |
 BN0704| BN0705 VALLEY SPRINGS CH OF CHRIST         APPROX. 9.1 KM 3572659.4 |
 BN0704|---------------------------------------------------------------------|
 BN0704
 BN0704                          SUPERSEDED SURVEY CONTROL
 BN0704
 BN0704  NAD 83(1986)-  30 46 39.82416(N)    098 48 55.57683(W) AD(       ) 2
 BN0704  NAD 27      -  30 46 39.18910(N)    098 48 54.42700(W) AD(       ) 2
 BN0704
 BN0704.Superseded values are not recommended for survey control.
 BN0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0704.See file dsdata.txt to determine how the superseded data were derived.
 BN0704
 BN0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV1766004983(NAD 83)
 BN0704_MARKER: DS = TRIANGULATION STATION DISK
 BN0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0704_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0704
 BN0704  HISTORY     - Date     Condition        Report By
 BN0704  HISTORY     - 1956     MONUMENTED       CGS
 BN0704  HISTORY     - 1959     GOOD             CGS
 BN0704
 BN0704                          STATION DESCRIPTION
 BN0704
 BN0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0704'THE STATION IS LOCATED ON THE PROPERTY OF MR. HENDERSON,
 BN0704'ABOUT 8-1/4 MILES WEST-NORTHWEST OF LLANO, 5-1/2 MILES SOUTH OF
 BN0704'VALLEY SPRINGS, 225 FEET NORTHWEST OF THE HENDERSON FARM
 BN0704'HOME AND 71 FEET NORTH OF THE CENTER OF A DRIVEWAY.
 BN0704'
 BN0704'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16
 BN0704'AND 29 AT THE NORTH EDGE OF LLANO, GO WEST ON HIGHWAY 29 FOR
 BN0704'2.7 MILES TO THE JUNCTION OF FARM ROAD 734 ON THE RIGHT,
 BN0704'CONTINUE WEST ON THE HIGHWAY FOR 5.75 MILES TO A SIDE ROAD
 BN0704'ON THE RIGHT (0.1 MILE BEFORE REACHING A BRIDGE), TURN RIGHT
 BN0704'ON THE SIDE ROAD AND GO NORTH FOR 1.4 MILES TO A GATE ON THE
 BN0704'RIGHT LEADING TO THE HENDERSON FARM HOME (FROM THIS POINT,
 BN0704'CONTINUE NORTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT
 BN0704'AS DESCRIBED), TURN RIGHT, PASSING THROUGH THE GATE, AND GO
 BN0704'EAST FOR 0.1 MILE TO THE STATION ON THE LEFT.
 BN0704'
 BN0704'THE STATION MARK IS 8 INCHES UNDER THE SURFACE OF THE GROUND,
 BN0704'AND THE DISK IS STAMPED HENDERSON 1956.
 BN0704'
 BN0704'REFERENCE MARK 1 IS 47 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 BN0704'AND 3 FEET NORTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0704'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HENDERSON
 BN0704'NO 1 1956.
 BN0704'
 BN0704'REFERENCE MARK 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0704'HENDERSON NO 2 1956.
 BN0704'
 BN0704'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTER OF THE MAIN
 BN0704'ROAD, 3 FEET SOUTH OF A 4 IN X 4 IN WHITE WITNESS POST AND 2
 BN0704'FEET EAST OF A T-FENCE CORNER.  THE MARK PROJECTS 6 INCHES,
 BN0704'AND THE DISK IS STAMPED HENDERSON 1956.
 BN0704'
 BN0704'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BN0704
 BN0704                          STATION RECOVERY (1959)
 BN0704
 BN0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 BN0704'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  1956
 BN0704'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0520 ***********************************************************************
 BO0520  DESIGNATION -  HENDERSON
 BO0520  PID         -  BO0520
 BO0520  STATE/COUNTY-  TX/CROCKETT
 BO0520  USGS QUAD   -  HUNT RANCH (1967)
 BO0520
 BO0520                         *CURRENT SURVEY CONTROL
 BO0520  ___________________________________________________________________
 BO0520* NAD 83(1993)-  30 36 08.88247(N)    101 22 02.59864(W)     ADJUSTED  
 BO0520* NAVD 88     -       767.9    (meters)    2519.     (feet)  VERTCON   
 BO0520  ___________________________________________________________________
 BO0520  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BO0520  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 BO0520
 BO0520  HORZ ORDER  -  FIRST
 BO0520
 BO0520.The horizontal coordinates were established by classical geodetic methods
 BO0520.and adjusted by the National Geodetic Survey in February 1996..
 BO0520
 BO0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0520
 BO0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0520
 BO0520.The geoid height was determined by GEOID03.
 BO0520
 BO0520;                    North         East     Units Scale Factor Converg.
 BO0520;SPC TX C     - 3,104,199.423   600,846.790   MT  0.99990583   -0 31 57.4
 BO0520;SPC TX C     -10,184,360.94  1,971,278.18   sFT  0.99990583   -0 31 57.4
 BO0520;UTM  14      - 3,387,934.621   273,031.299   MT  1.00023554   -1 12 20.5
 BO0520
 BO0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0520!SPC TX C     -   0.99988316  x   0.99990583  =   0.99978900
 BO0520!UTM  14      -   0.99988316  x   1.00023554  =   1.00011867
 BO0520
 BO0520:                Primary Azimuth Mark                     Grid Az
 BO0520:SPC TX C     -  HENDERSON WINDMILL                       013 36 25.3
 BO0520:UTM  14      -  HENDERSON WINDMILL                       014 16 48.4
 BO0520
 BO0520|---------------------------------------------------------------------|
 BO0520| PID    Reference Object                     Distance      Geod. Az  |
 BO0520|                                                           dddmmss.s |
 BO0520| CH9948 HENDERSON WINDMILL                                 0130427.9 |
 BO0520| BO0517 OZONA AIRPORT CHECKERED TANK        APPROX.13.6 KM 0373838.0 |
 BO0520| CH9546 HENDERSON AZ MK                                    0751110.8 |
 BO0520| CH9549 HENDERSON RM 3                       24.438 METERS 12305     |
 BO0520| CH9547 HENDERSON RM 1                                     12718     |
 BO0520| CH9548 HENDERSON RM 2                       25.496 METERS 22254     |
 BO0520|---------------------------------------------------------------------|
 BO0520
 BO0520                          SUPERSEDED SURVEY CONTROL
 BO0520
 BO0520  NAD 83(1986)-  30 36 08.88989(N)    101 22 02.59134(W) AD(       ) 1
 BO0520  NAD 27      -  30 36 08.26700(N)    101 22 01.18200(W) AD(       ) 1
 BO0520  NGVD 29 (07/19/86)  767.7    (m)         2519.     (f) VERT ANG       
 BO0520
 BO0520.Superseded values are not recommended for survey control.
 BO0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0520.See file dsdata.txt to determine how the superseded data were derived.
 BO0520
 BO0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU7303187935(NAD 83)
 BO0520_MARKER: DS = TRIANGULATION STATION DISK
 BO0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0520
 BO0520  HISTORY     - Date     Condition        Report By
 BO0520  HISTORY     - 1932     MONUMENTED       CGS
 BO0520  HISTORY     - 1937     GOOD             TXHD
 BO0520  HISTORY     - 1937     GOOD             LOCENG
 BO0520  HISTORY     - 1944     GOOD             CGS
 BO0520  HISTORY     - 1949     GOOD             LOCENG
 BO0520
 BO0520                          STATION DESCRIPTION
 BO0520
 BO0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 BO0520'ABOUT 12 MILES SSW OF OZONA, ON THE ROY HENDERSON RANCH, 0.5
 BO0520'MILE N OF ROAD LEADING TO THE RANCH HOUSE, ON A SMALL ROCKY
 BO0520'RISE.
 BO0520'
 BO0520'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 BO0520'SET IN CONCRETE.  SURFACE MARK PROJECTS ABOUT 4 INCHES ABOVE
 BO0520'GROUND.
 BO0520'
 BO0520'REFERENCE MARK 1 IS APPROXIMATELY 0.2 MILE FROM STATION.
 BO0520'
 BO0520'REFERENCE MARK 2 IS 48.18 FEET FROM STATION.
 BO0520'
 BO0520'AZIMUTH OF WINDMILL, 1 MILE DISTANT, IS 193 DEG 04 MIN 28 SEC.
 BO0520'
 BO0520'TO REACH STATION FROM OZONA, FOLLOW U.S. HIGHWAY 290 FROM POINT
 BO0520'WHERE HIGHWAY TURNS N FOR 4.5 MILES TO A GRADED ROAD ON THE
 BO0520'LEFT.  FOLLOW GRADED ROAD 3.8 MILES TO GATE ON RIGHT OPPOSITE
 BO0520'WINDMILL AND CONCRETE TANK ON LEFT.  GO THROUGH GATE AND
 BO0520'CONTINUE 0.6 MILE TO A CANT SAG GATE, PASS THROUGH GATE AND
 BO0520'GO 0.6 MILE TO ANOTHER GATE.  GO THROUGH THIS GATE AND 0.15
 BO0520'MILE TO A FORK.  TAKE LEFT FORK AND GO 0.2 MILE TO GATE.  GO
 BO0520'THROUGH GATE AND FOLLOW RANCH ROAD 2.0 MILES TO A GATE,
 BO0520'CONTINUE ON MAIN ROAD 3.0 MILES TO A ROAD FORK.  TAKE LEFT
 BO0520'FORK AND GO 0.5 MILE, THEN TURN RIGHT ACROSS COUNTRY AND GO
 BO0520'0.4 MILE TO A SMALL ROCKY RISE AND STATION.
 BO0520
 BO0520                          STATION RECOVERY (1937)
 BO0520
 BO0520'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BO0520'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND AS
 BO0520'DESCRIBED.  DESCRIPTION FOR REACHING STATION IS ADEQUATE.
 BO0520
 BO0520                          STATION RECOVERY (1937)
 BO0520
 BO0520'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 BO0520'STATION RECOVERED BY GEOPHYSICAL RESEARCH CORP.
 BO0520'
 BO0520'MARKS IN GOOD CONDITION.
 BO0520
 BO0520                          STATION RECOVERY (1944)
 BO0520
 BO0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0520'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 12-1/2 MILES
 BO0520'SW OF OZONA AND 6 MILES S OF U.S. HIGHWAY 290.  IT IS ON A
 BO0520'ROCKY RIDGE, THE HIGHEST POINT IN THE VICINITY, ON THE ROY
 BO0520'HENDERSON RANCH.
 BO0520'
 BO0520'STATION MARK IS A BRONZE STATION DISK SET IN A 14-INCH SQUARE
 BO0520'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE GROUND.  IT
 BO0520'IS STAMPED HENDERSON 1932.
 BO0520'
 BO0520'REFERENCE MARK 1 IS 3 FEET W OF A WHITE WOODEN WITNESS POST.
 BO0520'IT IS A BRONZE REFERENCE DISK SET IN A 14-INCH SQUARE CONCRETE
 BO0520'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.  IT IS STAMPED
 BO0520'HENDERSON NO 1 1932.
 BO0520'
 BO0520'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 14-INCH
 BO0520'SQUARE CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 BO0520'IT IS STAMPED HENDERSON NO 2 1932.  THE DISTANCE FROM THE
 BO0520'STATION DID NOT AGREE WITH THE ORIGINAL DESCRIPTION, SO A CHECK
 BO0520'WAS MADE UPON IT ON A SUBSEQUENT VISIT.  THE DISTANCE GIVEN
 BO0520'BELOW IS THEREFORE BELIEVED TO BE CORRECT.
 BO0520'
 BO0520'REFERENCE MARK 3 WAS ESTABLISHED BY THIS PARTY.  IT IS A BRONZE
 BO0520'REFERENCE DISK SET IN A CYLINDRICAL CONCRETE POST PROJECTING
 BO0520'2 INCHES ABOVE GROUND.  IT IS STAMPED HENDERSON NO 3 1944.
 BO0520'
 BO0520'AZIMUTH MARK IS AT THE ROAD CROSSING MENTIONED BELOW, 10
 BO0520'FEET S OF THE MAIN ROAD, AND 3 FEET SW OF A WHITE WOODEN
 BO0520'WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN A CYLINDRICAL
 BO0520'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE GROUND.  IT IS
 BO0520'STAMPED HENDERSON 1944.
 BO0520'
 BO0520'TO REACH STATION FROM OZONA, GO W ON U.S. HIGHWAY 290 FROM
 BO0520'THE MAIN STREET FOR 4.4 MILES AND TAKE DIRT T-ROAD LEFT.
 BO0520'FOLLOW THIS ROAD S FOR 3.7 MILES AND TURN RIGHT ACROSS A
 BO0520'CATTLE GUARD.  FOLLOW THE MAIN ROAD W FOR 1.7 MILES TO A FORK.
 BO0520'TAKE LEFT FORK AND CONTINUE W 4.2 MILES TO A DIM ROAD CROSSING
 BO0520'THE MAIN ROAD DIAGONALLY.  THE AZIMUTH MARK IS HERE ON THE
 BO0520'LEFT AND THE STATION IS ON THE RIDGE 3/4 MILE WNW.  CONTINUE
 BO0520'ALONG MAIN ROAD 0.6 MILE TO TOP OF RIDGE, THENCE RIGHT, CROSS
 BO0520'COUNTRY, N, 0.3 MILE TO HIGHEST POINT AND THE STATION.
 BO0520'
 BO0520'A 50-FOOT SIGNAL USED.
 BO0520
 BO0520                          STATION RECOVERY (1949)
 BO0520
 BO0520'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0520'STATION RECOVERED BY MAGNOLIA PETROLEUM CO.
 BO0520'
 BO0520'LETTER OF MR. F.D. TOTZKE, MAGNOLIA PETROLEUM CO., ELDORADO,
 BO0520'TEXAS, DATED 8/8/49--
 BO0520'
 BO0520'THE CONDITION OF THIS STATION, REFERENCE MARKS, AND AZIMUTH
 BO0520'MARK IS GOOD, AND THE DESCRIPTION FOR REACHING THE STATION
 BO0520'IS ALSO GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1345 ***********************************************************************
 CR1345  DESIGNATION -  HENDERSON
 CR1345  PID         -  CR1345
 CR1345  STATE/COUNTY-  TX/RUSK
 CR1345  USGS QUAD   -  HENDERSON (1973)
 CR1345
 CR1345                         *CURRENT SURVEY CONTROL
 CR1345  ___________________________________________________________________
 CR1345* NAD 83(1993)-  32 09 40.56608(N)    094 48 26.76928(W)     ADJUSTED  
 CR1345* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 CR1345  ___________________________________________________________________
 CR1345  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CR1345  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR1345
 CR1345  HORZ ORDER  -  SECOND
 CR1345
 CR1345.The horizontal coordinates were established by classical geodetic methods
 CR1345.and adjusted by the National Geodetic Survey in February 1996..
 CR1345
 CR1345.The orthometric height was scaled from a topographic map.
 CR1345
 CR1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1345
 CR1345.The geoid height was determined by GEOID03.
 CR1345
 CR1345;                    North         East     Units Scale Factor Converg.
 CR1345;SPC TXNC     - 2,060,968.695   948,235.507   MT  0.99999238   +2 00 50.1
 CR1345;SPC TXNC     - 6,761,694.79  3,111,002.66   sFT  0.99999238   +2 00 50.1
 CR1345;UTM  15      - 3,559,742.556   329,565.168   MT  0.99995823   -0 57 44.4
 CR1345
 CR1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1345!SPC TXNC     -   0.99997981  x   0.99999238  =   0.99997219
 CR1345!UTM  15      -   0.99997981  x   0.99995823  =   0.99993804
 CR1345
 CR1345|---------------------------------------------------------------------|
 CR1345| PID    Reference Object                     Distance      Geod. Az  |
 CR1345|                                                           dddmmss.s |
 CR1345| CX6447 HENDERSON RM 1                       21.202 METERS 06421     |
 CR1345| CR1159 HENDERSON LARGER MUN TANK OF 2      APPROX. 1.0 KM 1423213.3 |
 CR1345| CR1158 HENDERSON TEX FOR SERV RAD MST      APPROX. 0.6 KM 3332844.2 |
 CR1345| CX6448 HENDERSON RM 2                       21.342 METERS 33425     |
 CR1345| CX6446 HENDERSON AZ MK                                    3484948.4 |
 CR1345|---------------------------------------------------------------------|
 CR1345
 CR1345                          SUPERSEDED SURVEY CONTROL
 CR1345
 CR1345  NAD 83(1986)-  32 09 40.57523(N)    094 48 26.75693(W) AD(       ) 2
 CR1345  NAD 27      -  32 09 40.00250(N)    094 48 25.98560(W) AD(       ) 2
 CR1345
 CR1345.Superseded values are not recommended for survey control.
 CR1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1345.See file dsdata.txt to determine how the superseded data were derived.
 CR1345
 CR1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR2956559743(NAD 83)
 CR1345_MARKER: DS = TRIANGULATION STATION DISK
 CR1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1345
 CR1345  HISTORY     - Date     Condition        Report By
 CR1345  HISTORY     - 1958     MONUMENTED       CGS
 CR1345  HISTORY     - 1972     MARK NOT FOUND   USGS
 CR1345
 CR1345                          STATION DESCRIPTION
 CR1345
 CR1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1345'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF THE CENTER
 CR1345'OF HENDERSON ON CITY PROPERTY, 27 FEET SOUTHEAST OF A FENCE
 CR1345'CORNER POST AND AN IRON PIPE AND SET IN ABOUT THE CENTER OF
 CR1345'CLAY ST. AT ITS DEAD END.  THE MARK IS SET ABOUT 12 INCHES
 CR1345'BELOW THE SURFACE OF THE GROUND AND IS STAMPED HENDERSON 1958.
 CR1345'
 CR1345'REFERENCE MARK NO. 1 IS 4 FEET SOUTHEAST OF A SMALL OUT
 CR1345'BUILDING AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS
 CR1345'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 CR1345'HENDERSON NO 1 1958.
 CR1345'
 CR1345'REFERENCE MARK NO. 2 IS 18 FEET WEST OF THE CENTER OF CLAY
 CR1345'ST. AND 1 FOOT SOUTH OF FENCE CORNER POST AND GATE.  THE
 CR1345'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 CR1345'STAMPED HENDERSON NO 2 1958.
 CR1345'
 CR1345'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 CR1345'THE SIDE WALK, 57 FEET SOUTH OF THE SOUTH SIDE OF A SCHOOL
 CR1345'HOUSE AND 34 FEET NORTH OF THE CENTER OF SAND AVE.  THE
 CR1345'MARK IS SET FLUSH WITH THE SIDE WALK AND IS STAMPED HENDERSON
 CR1345'1958.
 CR1345'
 CR1345'TO REACH THE STATION FROM THE SQUARE IN HENDERSON, GO NORTH
 CR1345'ON CITY ROUTE 64 FOR 0.9 MILE TO SAND AVE., TURN LEFT ON
 CR1345'SAND AVE. AND GO WEST FOR 0.2 TO CLAY ST. ON THE LEFT AND
 CR1345'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, TURN LEFT ON
 CR1345'CLAY ST. AND GO 0.2 MILE TO THE END OF CLAY ST. AND THE
 CR1345'STATION AS DESCRIBED.
 CR1345'
 CR1345'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 CR1345
 CR1345                          STATION RECOVERY (1972)
 CR1345
 CR1345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (LLK)
 CR1345'CLAY STREET HAS BEEN EXTENDED SOUTH FROM ITS POINT OF DEAD
 CR1345'END OF THE YEAR 1958.  AN ASPHALT SURFACE NOW COVERS STATIONS
 CR1345'POSITION, STATION WAS NOT DUG FOR.
 CR1345'
 CR1345'REFERENCE MARK NO. 1 AND NO. 2 AS WELL AS THE AZIMUTH MARK
 CR1345'WERE FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1159 ***********************************************************************
 CR1159  DESIGNATION -  HENDERSON LARGER MUN TANK OF 2
 CR1159  PID         -  CR1159
 CR1159  STATE/COUNTY-  TX/RUSK
 CR1159  USGS QUAD   -  HENDERSON (1973)
 CR1159
 CR1159                         *CURRENT SURVEY CONTROL
 CR1159  ___________________________________________________________________
 CR1159* NAD 83(1993)-  32 09 13.66522(N)    094 48 02.53821(W)     ADJUSTED  
 CR1159* NAVD 88     -                                                        
 CR1159  ___________________________________________________________________
 CR1159  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CR1159  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR1159
 CR1159  HORZ ORDER  -  THIRD
 CR1159
 CR1159.The horizontal coordinates were established by classical geodetic methods
 CR1159.and adjusted by the National Geodetic Survey in February 1996..
 CR1159
 CR1159
 CR1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1159
 CR1159.The geoid height was determined by GEOID03.
 CR1159
 CR1159;                    North         East     Units Scale Factor Converg.
 CR1159;SPC TXNC     - 2,060,162.928   948,899.185   MT  0.99999440   +2 01 03.3
 CR1159;SPC TXNC     - 6,759,051.21  3,113,180.08   sFT  0.99999440   +2 01 03.3
 CR1159;UTM  15      - 3,558,903.448   330,186.092   MT  0.99995563   -0 57 30.8
 CR1159
 CR1159                          SUPERSEDED SURVEY CONTROL
 CR1159
 CR1159  NAD 83(1986)-  32 09 13.67437(N)    094 48 02.52590(W) AD(       ) 4
 CR1159  NAD 27      -  32 09 13.10100(N)    094 48 01.75600(W) AD(       ) 3
 CR1159
 CR1159.Superseded values are not recommended for survey control.
 CR1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1159.See file dsdata.txt to determine how the superseded data were derived.
 CR1159
 CR1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3018658903(NAD 83)
 CR1159_MARKER: 53 = ELEVATED TANK
 CR1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1159+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 CR1159
 CR1159  HISTORY     - Date     Condition        Report By
 CR1159  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1159  HISTORY     - 20050517 GOOD             USPSQD
 CR1159
 CR1159                          STATION DESCRIPTION
 CR1159
 CR1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1159'THE STATION IS LOCATED NEAR THE CENTER OF HENDERSON.  IT IS
 CR1159'90 FEET SOUTH OF WEST FORDALL STREET AND 57 FEET EAST OF VAN
 CR1159'BUREN STREET.  THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT
 CR1159'THE APEX AND IS PAINTED SILVER IN COLOR.  IT IS SUPPORTED BY A
 CR1159'6 LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 125 FEET.
 CR1159'
 CR1159'THE BALL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
 CR1159
 CR1159                          STATION RECOVERY (2005)
 CR1159
 CR1159'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 CR1159'ONLY ONE TANK EXISTS TODAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1157 ***********************************************************************
 CR1157  DESIGNATION -  HENDERSON NE MUNICIPAL TANK
 CR1157  PID         -  CR1157
 CR1157  STATE/COUNTY-  TX/RUSK
 CR1157  USGS QUAD   -  HENDERSON (1973)
 CR1157
 CR1157                         *CURRENT SURVEY CONTROL
 CR1157  ___________________________________________________________________
 CR1157* NAD 83(1993)-  32 10 13.80883(N)    094 47 23.09010(W)     ADJUSTED  
 CR1157* NAVD 88     -                                                        
 CR1157  ___________________________________________________________________
 CR1157  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CR1157  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR1157
 CR1157  HORZ ORDER  -  THIRD
 CR1157
 CR1157.The horizontal coordinates were established by classical geodetic methods
 CR1157.and adjusted by the National Geodetic Survey in February 1996..
 CR1157
 CR1157
 CR1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1157
 CR1157.The geoid height was determined by GEOID03.
 CR1157
 CR1157;                    North         East     Units Scale Factor Converg.
 CR1157;SPC TXNC     - 2,062,050.789   949,866.827   MT  0.99998991   +2 01 24.8
 CR1157;SPC TXNC     - 6,765,244.96  3,116,354.75   sFT  0.99998991   +2 01 24.8
 CR1157;UTM  15      - 3,560,738.446   331,250.415   MT  0.99995118   -0 57 11.4
 CR1157
 CR1157                          SUPERSEDED SURVEY CONTROL
 CR1157
 CR1157  NAD 83(1986)-  32 10 13.81796(N)    094 47 23.07784(W) AD(       ) 4
 CR1157  NAD 27      -  32 10 13.24500(N)    094 47 22.31000(W) AD(       ) 3
 CR1157
 CR1157.Superseded values are not recommended for survey control.
 CR1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1157.See file dsdata.txt to determine how the superseded data were derived.
 CR1157
 CR1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3125060738(NAD 83)
 CR1157_MARKER: 53 = ELEVATED TANK
 CR1157
 CR1157  HISTORY     - Date     Condition        Report By
 CR1157  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1157
 CR1157                          STATION DESCRIPTION
 CR1157
 CR1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1157'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF HENDERSON.  IT
 CR1157'IS 0.15 MILE WEST OF TEXAS STATE HIGHWAY 26 ON A HIGH WOODED
 CR1157'HILL.  THE TANK IS CIRCULAR IN SHAPE WITH A BALL AT THE APEX OF
 CR1157'THE ROOF AND IS PAINTED SILVER IN COLOR.  IT IS SUPPORTED BY A
 CR1157'8 LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 125 FEET.
 CR1157'
 CR1157'THE BALL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1160 ***********************************************************************
 CR1160  DESIGNATION -  HENDERSON RAD STA KGRI MAST
 CR1160  PID         -  CR1160
 CR1160  STATE/COUNTY-  TX/RUSK
 CR1160  USGS QUAD   -  HENDERSON (1973)
 CR1160
 CR1160                         *CURRENT SURVEY CONTROL
 CR1160  ___________________________________________________________________
 CR1160* NAD 83(1993)-  32 08 50.22372(N)    094 47 24.91657(W)     ADJUSTED  
 CR1160* NAVD 88     -                                                        
 CR1160  ___________________________________________________________________
 CR1160  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CR1160  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR1160
 CR1160  HORZ ORDER  -  THIRD
 CR1160
 CR1160.The horizontal coordinates were established by classical geodetic methods
 CR1160.and adjusted by the National Geodetic Survey in February 1996..
 CR1160
 CR1160
 CR1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1160
 CR1160.The geoid height was determined by GEOID03.
 CR1160
 CR1160;                    North         East     Units Scale Factor Converg.
 CR1160;SPC TXNC     - 2,059,476.079   949,909.903   MT  0.99999617   +2 01 23.8
 CR1160;SPC TXNC     - 6,756,797.77  3,116,496.07   sFT  0.99999617   +2 01 23.8
 CR1160;UTM  15      - 3,558,165.079   331,159.746   MT  0.99995156   -0 57 10.1
 CR1160
 CR1160                          SUPERSEDED SURVEY CONTROL
 CR1160
 CR1160  NAD 83(1986)-  32 08 50.23286(N)    094 47 24.90437(W) AD(       ) 4
 CR1160  NAD 27      -  32 08 49.65800(N)    094 47 24.13600(W) AD(       ) 3
 CR1160
 CR1160.Superseded values are not recommended for survey control.
 CR1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1160.See file dsdata.txt to determine how the superseded data were derived.
 CR1160
 CR1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR3116058165(NAD 83)
 CR1160_MARKER: 42 = RADIO/TV MAST
 CR1160
 CR1160  HISTORY     - Date     Condition        Report By
 CR1160  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1160
 CR1160                          STATION DESCRIPTION
 CR1160
 CR1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1160'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF HENDERSON.  IT
 CR1160'IS APPROXIMATELY 150 YARDS WEST OF U.S. HIGHWAY 79.  IT IS A
 CR1160'STEEL MAST SET IN A CONCRETE BASE AND IS PAINTED ALTERNATELY RED
 CR1160'AND WHITE.  IT HAS A RED LIGHT AT THE APEX OF THE MAST.  THE
 CR1160'OVERALL HEIGHT IS 250 FEET.
 CR1160'
 CR1160'THE RED LIGHT AT THE APEX OF THE MAST WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1158 ***********************************************************************
 CR1158  DESIGNATION -  HENDERSON TEX FOR SERV RAD MST
 CR1158  PID         -  CR1158
 CR1158  STATE/COUNTY-  TX/RUSK
 CR1158  USGS QUAD   -  HENDERSON (1973)
 CR1158
 CR1158                         *CURRENT SURVEY CONTROL
 CR1158  ___________________________________________________________________
 CR1158* NAD 83(1993)-  32 09 59.43015(N)    094 48 37.83686(W)     ADJUSTED  
 CR1158* NAVD 88     -                                                        
 CR1158  ___________________________________________________________________
 CR1158  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CR1158  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR1158
 CR1158  HORZ ORDER  -  THIRD
 CR1158
 CR1158.The horizontal coordinates were established by classical geodetic methods
 CR1158.and adjusted by the National Geodetic Survey in February 1996..
 CR1158
 CR1158
 CR1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1158
 CR1158.The geoid height was determined by GEOID03.
 CR1158
 CR1158;                    North         East     Units Scale Factor Converg.
 CR1158;SPC TXNC     - 2,061,539.209   947,925.292   MT  0.99999098   +2 00 44.0
 CR1158;SPC TXNC     - 6,763,566.55  3,109,984.90   sFT  0.99999098   +2 00 44.0
 CR1158;UTM  15      - 3,560,328.389   329,285.003   MT  0.99995941   -0 57 50.8
 CR1158
 CR1158                          SUPERSEDED SURVEY CONTROL
 CR1158
 CR1158  NAD 83(1986)-  32 09 59.43916(N)    094 48 37.82444(W) AD(       ) 4
 CR1158  NAD 27      -  32 09 58.86800(N)    094 48 37.05300(W) AD(       ) 3
 CR1158
 CR1158.Superseded values are not recommended for survey control.
 CR1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1158.See file dsdata.txt to determine how the superseded data were derived.
 CR1158
 CR1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR2928560328(NAD 83)
 CR1158_MARKER: 42 = RADIO/TV MAST
 CR1158
 CR1158  HISTORY     - Date     Condition        Report By
 CR1158  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1158
 CR1158                          STATION DESCRIPTION
 CR1158
 CR1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1158'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF HENDERSON.
 CR1158'IT IS 100 YARDS SOUTH OF TEXAS STATE HIGHWAY 64.  IT IS A STEEL
 CR1158'MAST SET IN A CEMENT BASE WITH A RED LIGHT AT THE APEX OF THE
 CR1158'MAST AND IS PAINTED ALTERNATELY RED AND WHITE.  THE OVERALL
 CR1158'HEIGHT IS 250 FEET.
 CR1158'
 CR1158'THE RED LIGHT AT THE APEX OF THE MAST WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1718 ***********************************************************************
 BY1718  CBN         -  This is a Cooperative Base Network Control Station.
 BY1718  DESIGNATION -  HENDRIX
 BY1718  PID         -  BY1718
 BY1718  STATE/COUNTY-  TX/MADISON
 BY1718  USGS QUAD   -  LEONA SW (1964)
 BY1718
 BY1718                         *CURRENT SURVEY CONTROL
 BY1718  ___________________________________________________________________
 BY1718* NAD 83(1993)-  31 04 13.88255(N)    095 57 00.28772(W)     ADJUSTED  
 BY1718* NAVD 88     -       118.7    (meters)     389.     (feet)  GPS OBS   
 BY1718  ___________________________________________________________________
 BY1718  X           -    -566,827.444 (meters)                     COMP
 BY1718  Y           -  -5,438,580.292 (meters)                     COMP
 BY1718  Z           -   3,272,640.633 (meters)                     COMP
 BY1718  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 BY1718  ELLIP HEIGHT-          92.05  (meters)          (10/24/00) GPS OBS
 BY1718  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BY1718
 BY1718  HORZ ORDER  -  B
 BY1718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1718  ELLP ORDER  -  FOURTH    CLASS II
 BY1718
 BY1718.The horizontal coordinates were established by GPS observations
 BY1718.and adjusted by the National Geodetic Survey in May 1994..
 BY1718
 BY1718.The orthometric height was determined by GPS observations and a
 BY1718.high-resolution geoid model.
 BY1718.The vertical order pertains to the NGVD 29 superseded value.
 BY1718
 BY1718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BY1718
 BY1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1718
 BY1718.The ellipsoidal height was determined by GPS observations
 BY1718.and is referenced to NAD 83.
 BY1718
 BY1718.The geoid height was determined by GEOID03.
 BY1718
 BY1718;                    North         East     Units Scale Factor Converg.
 BY1718;SPC TX C     - 3,163,863.903 1,118,153.603   MT  0.99988247   +2 15 27.5
 BY1718;SPC TX C     -10,380,110.16  3,668,475.61   sFT  0.99988247   +2 15 27.5
 BY1718;UTM  15      - 3,441,159.666   218,516.421   MT  1.00057746   -1 31 24.7
 BY1718;UTM  14      - 3,441,417.442   791,014.050   MT  1.00064478   +1 34 30.5
 BY1718
 BY1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1718!SPC TX C     -   0.99998555  x   0.99988247  =   0.99986802
 BY1718!UTM  15      -   0.99998555  x   1.00057746  =   1.00056300
 BY1718!UTM  14      -   0.99998555  x   1.00064478  =   1.00063032
 BY1718
 BY1718|---------------------------------------------------------------------|
 BY1718| PID    Reference Object                     Distance      Geod. Az  |
 BY1718|                                                           dddmmss.s |
 BY1718| BY1719 HENDRIX RM 1                         35.811 METERS 05621     |
 BY1718| BL2293 MADISONVILLE MADISON CTHSE TWR      APPROX.13.9 KM 1653930.4 |
 BY1718| BY1721 HENDRIX AZ MK                                      2650348.4 |
 BY1718| BY1720 HENDRIX RM 2                         44.239 METERS 28324     |
 BY1718|---------------------------------------------------------------------|
 BY1718
 BY1718                          SUPERSEDED SURVEY CONTROL
 BY1718
 BY1718  ELLIP H (05/09/94)   92.21   (m)                       GP(       ) 4 2
 BY1718  NAD 83(1986)-  31 04 13.89659(N)    095 57 00.26626(W) AD(       ) 1
 BY1718  NAD 27      -  31 04 13.20455(N)    095 56 59.41812(W) AD(       ) 3
 BY1718  NGVD 29 (??/??/92)  118.610  (m)          389.14   (f) ADJ UNCH    2 0
 BY1718
 BY1718.Superseded values are not recommended for survey control.
 BY1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1718.See file dsdata.txt to determine how the superseded data were derived.
 BY1718
 BY1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ1851641160(NAD 83)
 BY1718_MARKER: DS = TRIANGULATION STATION DISK
 BY1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1718_SP_SET: SQUARE CONCRETE MONUMENT
 BY1718_STAMPING: HENDRIX 1935
 BY1718_MARK LOGO: CGS   
 BY1718_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1718+STABILITY: SURFACE MOTION
 BY1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY1718+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1993
 BY1718
 BY1718  HISTORY     - Date     Condition        Report By
 BY1718  HISTORY     - 1935     MONUMENTED       CGS
 BY1718  HISTORY     - 1937     GOOD             TXHD
 BY1718  HISTORY     - 1947     GOOD             NGS
 BY1718  HISTORY     - 19880504 GOOD
 BY1718  HISTORY     - 19930326 GOOD             NGS
 BY1718  HISTORY     - 19960601 GOOD             USPSQD
 BY1718
 BY1718                          STATION DESCRIPTION
 BY1718
 BY1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BY1718'STATION IS ABOUT 8 MILES N OF MADISONVILLE, ABOUT 6 MILES S
 BY1718'OF LEONA, ABOUT 11 MILES E OF NORMANGEE ON LAND OWNED AND
 BY1718'OCCUPIED BY J.P. HENDRIX.  IT IS 1.5 MILES W OF U.S. HIGHWAY 75,
 BY1718'1 FOOT S OF THE S RIGHT-OF-WAY FENCE LINE, 27 FEET SE OF THE
 BY1718'CENTER LINE OF THE ROAD.  MARK PROJECTS 5 INCHES.
 BY1718'
 BY1718'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY1718'BRONZE DISKS SET IN CONCRETE.
 BY1718'
 BY1718'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE N EDGE OF THE
 BY1718'RIGHT-OF-WAY.  IT IS 2 FEET S OF THE RIGHT-OF-WAY FENCE LINE AND
 BY1718'PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS NW OF THE STATION ON
 BY1718'THE N EDGE OF THE RIGHT-OF-WAY.  IT IS 1 FOOT S OF THE
 BY1718'RIGHT-OF-WAY FENCE LINE, 29 FEET NW OF THE CENTER LINE OF THE
 BY1718'ROAD AND PROJECTS 8 INCHES.
 BY1718'
 BY1718'AZIMUTH MARK IS WSW OF THE STATION, 1.5 FEET N OF THE S
 BY1718'RIGHT-OF-WAY FENCE LINE, 21 FEET S OF THE CENTER LINE OF THE
 BY1718'ROAD, 21 FEET SW OF A 2-FOOT OAK TREE.  IT PROJECTS 6 INCHES.
 BY1718'
 BY1718'TO REACH FROM MADISONVILLE.  GO N ON U.S. HIGHWAY 75 FOR ABOUT
 BY1718'8 MILES TO SIDE ROAD LEADING W AT A SCHOOL AND A GRAVEYARD ON
 BY1718'THE E.  THIS ROAD IS 0.9 MILE S OF THE INTERSECTION OF U.S.
 BY1718'HIGHWAY 75 AND O.S.R. ROADS.  HERE TURN W AND GO 1.5 MILES TO
 BY1718'THE STATION.
 BY1718'
 BY1718'A 77-FOOT TOWER WAS USED.
 BY1718'
 BY1718'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 BY1718
 BY1718                          STATION RECOVERY (1937)
 BY1718
 BY1718'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BY1718'DESCRIPTION GIVEN IN 1935 SATISFACTORY.  ALL MARKS RECOVERED
 BY1718'IN GOOD CONDITION.
 BY1718
 BY1718                          STATION RECOVERY (1947)
 BY1718
 BY1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BY1718'8.4 MI S FROM LEONA.
 BY1718'TO REACH FROM THE POST OFFICE AT LEONA GO SOUTH 6.9 MILES ALONG U.S.
 BY1718'HIGHWAY NO. 75, THENCE WEST 1.5 MILES ALONG A GRADED DIRT ROAD TO SITE
 BY1718'OF MARK, BENCH MARK IS ABOUT 60 YARDS SOUTHEAST OF A SMALL FRAME
 BY1718'HOUSE, 75.3 FEET SOUTHEAST OF A FENCE CORNER, 25.0 FEET SOUTH OF AND
 BY1718'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 20.3 FEET WEST OF A
 BY1718'TWELVE INCH OAK TREE, 0.5 FOOT SOUTH OF A FENCE AND 1.0 FOOT NORTH OF
 BY1718'A 4 X 4 IN. MARKER POST.  A BRONZE TRIANGULATION STATION DISK SET IN
 BY1718'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 BY1718
 BY1718                          STATION RECOVERY (1988)
 BY1718
 BY1718'RECOVERED 1988
 BY1718'RECOVERED IN GOOD CONDITION.
 BY1718
 BY1718                          STATION RECOVERY (1993)
 BY1718
 BY1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BY1718'AFTER A DISCUSSION WITH FRED DUNCAN, THE FARMER AT THE NEARBY HOUSE AS
 BY1718'TO OWNERSHIP, HE SAID THE OWNER OF THE PASTURE, JIM HENDRIX HAD
 BY1718'RECENTLY MOVED THE FENCE AND THAT THE FENCE HAD BEEN 1 M (3.3 FT)
 BY1718'SOUTH OF THE STATION SINCE 1935.  MR. DUNCAN SAW THIS STATION SET AND
 BY1718'SAID IT HAS ALWAYS BEEN IN THE RIGHT-OF-WAY.
 BY1718'THE STATION IS LOCATED ABOUT 58 KM (36.05 MI) NORTHEAST OF BRYAN, 14
 BY1718'KM (8.70 MI) NORTH OF MADISONVILLE, 0.3 KM (0.20 MI) NORTHEAST OF
 BY1718'INTERSTATE HIGHWAY 45 IN GRASS IN A FENCE LINE AT THE NORTH EDGE OF A
 BY1718'LARGE OPEN PASTURE ON THE HIGHEST POINT IN THE AREA AND IN THE ROAD
 BY1718'RIGHT-OF-WAY. OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 BY1718'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 45
 BY1718'AND STATE HIGHWAY 75 ABOUT 8 KM (4.95 MI) NORTH OF MADISONVILLE, GO
 BY1718'NORTH-NORTHWEST ON HIGHWAY 75 FOR 6.35 KM (3.95 MI) TO AN OFFSET
 BY1718'GRAVEL INTERSECTION AT A CEMETERY, COUNTY ROAD 210 ON THE RIGHT AND
 BY1718'COUNTY ROAD 308 ON THE LEFT.  TURN LEFT, WEST ON COUNTY ROAD 308 FOR
 BY1718'2.45 KM (1.50 MI) TO A FARM HOUSE ON THE RIGHT AND THE STATION ON THE
 BY1718'LEFT.
 BY1718'THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 BY1718'PROJECTING 15 CM.  IT IS 7.2 M (23.6 FT) SOUTH FROM THE CENTER OF THE
 BY1718'GRAVEL ROAD, 31.9 M (104.7 FT) EAST FROM A POWER POLE WITH A
 BY1718'TRANSFORMER, 2.6 M (8.5 FT) WEST FROM THE EXTENDED CENTER OF THE
 BY1718'DRIVEWAY TO THE FARM HOUSE, 0.8 M (2.6 FT) WEST FROM A FIBERGLASS
 BY1718'WITNESS POST, AND 0.1 M (0.3 FT) SOUTH FROM A FENCE.
 BY1718
 BY1718                          STATION RECOVERY (1996)
 BY1718
 BY1718'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0596 ***********************************************************************
 EO0596  DESIGNATION -  HENDRIX
 EO0596  PID         -  EO0596
 EO0596  STATE/COUNTY-  TX/CASTRO
 EO0596  USGS QUAD   -  NAZARETH NW (1980)
 EO0596
 EO0596                         *CURRENT SURVEY CONTROL
 EO0596  ___________________________________________________________________
 EO0596* NAD 83(1993)-  34 40 06.95870(N)    102 07 53.31705(W)     ADJUSTED  
 EO0596* NAVD 88     -      1163.8    (meters)    3818.     (feet)  VERTCON   
 EO0596  ___________________________________________________________________
 EO0596  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 EO0596  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 EO0596
 EO0596  HORZ ORDER  -  SECOND
 EO0596
 EO0596.The horizontal coordinates were established by classical geodetic methods
 EO0596.and adjusted by the National Geodetic Survey in February 1996..
 EO0596
 EO0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0596
 EO0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0596
 EO0596.The geoid height was determined by GEOID03.
 EO0596
 EO0596;                    North         East     Units Scale Factor Converg.
 EO0596;SPC TX N     - 1,074,358.506   142,122.814   MT  0.99999574   -0 21 57.5
 EO0596;SPC TX N     - 3,524,791.20    466,281.27   sFT  0.99999574   -0 21 57.5
 EO0596;UTM  13      - 3,840,037.638   762,847.488   MT  1.00045164   +1 37 57.5
 EO0596
 EO0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0596!SPC TX N     -   0.99982139  x   0.99999574  =   0.99981713
 EO0596!UTM  13      -   0.99982139  x   1.00045164  =   1.00027295
 EO0596
 EO0596:                Primary Azimuth Mark                     Grid Az
 EO0596:SPC TX N     -  HENDRIX AZ MK 2                          020 11 27.5
 EO0596:UTM  13      -  HENDRIX AZ MK 2                          018 11 32.5
 EO0596
 EO0596|---------------------------------------------------------------------|
 EO0596| PID    Reference Object                     Distance      Geod. Az  |
 EO0596|                                                           dddmmss.s |
 EO0596| EO0597 HENDRIX AZ MK 2                     480.766 METERS 0194930.0 |
 EO0596| CJ7455 HENDRIX RM 2                         48.701 METERS 08757     |
 EO0596| CJ7456 HENDRIX RM 3                         26.979 METERS 08828     |
 EO0596| EO0595 SCHMUCKER                           APPROX.16.5 KM 1785704.3 |
 EO0596| CJ7454 HENDRIX RM 1                         31.794 METERS 19220     |
 EO0596| CJ7457 HENDRIX RM 4                         24.750 METERS 22910     |
 EO0596| CJ7453 HENDRIX AZ MK                                      3543751.2 |
 EO0596|---------------------------------------------------------------------|
 EO0596
 EO0596                          SUPERSEDED SURVEY CONTROL
 EO0596
 EO0596  NAD 83(1986)-  34 40 06.96568(N)    102 07 53.30901(W) AD(       ) 2
 EO0596  NAD 27      -  34 40 06.72500(N)    102 07 51.62000(W) AD(       ) 2
 EO0596  NGVD 29 (07/19/86) 1163.3    (m)         3817.     (f) VERT ANG       
 EO0596
 EO0596.Superseded values are not recommended for survey control.
 EO0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0596.See file dsdata.txt to determine how the superseded data were derived.
 EO0596
 EO0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU6284740038(NAD 83)
 EO0596_MARKER: DS = TRIANGULATION STATION DISK
 EO0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0596
 EO0596  HISTORY     - Date     Condition        Report By
 EO0596  HISTORY     - 1935     MONUMENTED       CGS
 EO0596  HISTORY     - 1938     GOOD             TXHD
 EO0596  HISTORY     - 1957     GOOD             CGS
 EO0596  HISTORY     - 1959     GOOD             CGS
 EO0596
 EO0596                          STATION DESCRIPTION
 EO0596
 EO0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0596'THE STATION IS 13 MILES, AIRLINE, NE OF DIMMITT AT THE HOME
 EO0596'OF MR. J.W. HENDRIX.  THE MARK PROJECTS 10 INCHES.  IT IS 21
 EO0596'FEET N OF E-W FENCE, 60 FEET ENE OF CORNER POST, 62 FEET SW
 EO0596'OF SW CORNER OF HOUSE, AND APPROXIMATELY 30 FEET E OF PRIVATE
 EO0596'ROAD, AT END OF LANE.
 EO0596'
 EO0596'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0596'BRONZE DISKS SET IN CONCRETE.
 EO0596'
 EO0596'REFERENCE MARK NO. 1 IS E OF THE STATION, 3 FEET N OF E-W FENCE,
 EO0596'AND PROJECTS 6 INCHES.
 EO0596'
 EO0596'REFERENCE MARK NO. 2 IS N OF THE STATION, 2 FEET E OF N-S FENCE,
 EO0596'26 FEET E OF LANE ROAD (CENTER LINE), AND 86 FEET NNW OF NW
 EO0596'CORNER OF HOUSE.  THE MARK PROJECTS 6 INCHES.
 EO0596'
 EO0596'THE AZIMUTH MARK IS NNW OF THE STATION, 2 FEET S OF E-W FENCE,
 EO0596'23 FEET N OF CENTER LINE OF E-W HIGHWAY, AND PROJECTS 8 INCHES.
 EO0596'
 EO0596'THE STATION MAY BE REACHED FROM THE POST OFFICE IN UMBARGER
 EO0596'BY GOING SW 0.7 MILE ON U.S. HIGHWAY 60.  AT CROSSROADS AND
 EO0596'RAILROAD CROSSING, TURN LEFT, OR S, AND GO 9.6 MILES.  END OF
 EO0596'N AND S ROAD AT T-INTERSECTION.  TURN LEFT, OR E, ON MAIN ROAD
 EO0596'AND GO 1.0 MILE TO JOGGED T-INTERSECTION.  TURN RIGHT, OR S,
 EO0596'AND KEEP THE MAIN ROAD S FOR 8.8 MILES TO CROSSROADS WITH ARNEY
 EO0596'SCHOOL IN THE NE ANGLE AND A STORE IN THE SW ANGLE.  TURN
 EO0596'RIGHT, OR W, AND GO 1.1 MILES TO T-INTERSECTION.  TURN LEFT, OR
 EO0596'S, AND GO 1.0 MILE, AND THENCE W 0.7 MILE.  TURN LEFT, OR
 EO0596'S, INTO LANE TO MR. HENDRIXS HOUSE.  GO 0.3 MILE TO STATION.
 EO0596'
 EO0596'A 60-FOOT STAND WILL CLEAR ALL LINES.
 EO0596
 EO0596                          STATION RECOVERY (1938)
 EO0596
 EO0596'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 EO0596'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 EO0596'ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 EO0596
 EO0596                          STATION RECOVERY (1957)
 EO0596
 EO0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 EO0596'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 EO0596'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING--
 EO0596'
 EO0596'STATION MARK IS 104 FEET EAST OF A POWER POLE AND 25 FEET
 EO0596'SOUTH OF C/L ROAD.
 EO0596'
 EO0596'AZIMUTH MARK IS 25 FEET SOUTH C/L ROAD, 12.7 FEET WEST OF
 EO0596'A FENCE CORNER, AND 1.5 FEET NORTH OF A FENCE.
 EO0596'
 EO0596'REFERENCE MARK NO. 1 IS 33 FEET NORTH C/L ROAD, 10.9 FEET
 EO0596'NORTH-NORTHEAST OF FENCE CORNER, 3.4 FEET WEST OF A FENCE AND
 EO0596'IS IN FRONT YARD OF A FARM HOUSE.
 EO0596'
 EO0596'REFERENCE MARK NO. 2 IS 60.9 FEET NORTH-NORTHEAST OF A POWER
 EO0596'POLE, 38.3 FEET SOUTHEAST OF A POWER POLE, AND 6.2 FEET NORTH
 EO0596'OF A FENCE.
 EO0596
 EO0596                          STATION RECOVERY (1959)
 EO0596
 EO0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HDW)
 EO0596'STATION AND REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 EO0596'RECOVERED IN GOOD CONDITION AS DESCRIBED.  AZIMUTH MARK HAS BEEN
 EO0596'HIT BY A GRADER AND IS OFF PERPENDICULAR.  DIRECTIONS FOR
 EO0596'PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1721 ***********************************************************************
 BY1721  DESIGNATION -  HENDRIX AZ MK
 BY1721  PID         -  BY1721
 BY1721  STATE/COUNTY-  TX/MADISON
 BY1721  USGS QUAD   -  LEONA SW (1964)
 BY1721
 BY1721                         *CURRENT SURVEY CONTROL
 BY1721  ___________________________________________________________________
 BY1721* NAD 83(1986)-  31 04 11.     (N)    095 57 28.     (W)     SCALED    
 BY1721* NAVD 88     -       116.98   (+/-2cm)     383.8    (feet)  VERTCON   
 BY1721  ___________________________________________________________________
 BY1721  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BY1721
 BY1721  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1721
 BY1721.The horizontal coordinates were scaled from a topographic map and have
 BY1721.an estimated accuracy of +/- 6 seconds.
 BY1721
 BY1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1721.The vertical order pertains to the NGVD 29 superseded value.
 BY1721
 BY1721.The geoid height was determined by GEOID03.
 BY1721
 BY1721;                    North         East    Units  Estimated Accuracy
 BY1721;SPC TX C     - 3,163,750.    1,117,420.      MT  (+/- 180 meters Scaled)
 BY1721
 BY1721                          SUPERSEDED SURVEY CONTROL
 BY1721
 BY1721  NGVD 29 (??/??/92)  116.968  (m)          383.75   (f) ADJ UNCH    2 0
 BY1721
 BY1721.Superseded values are not recommended for survey control.
 BY1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1721.See file dsdata.txt to determine how the superseded data were derived.
 BY1721
 BY1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ177410(NAD 83)
 BY1721_MARKER: DZ = AZIMUTH MARK DISK
 BY1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1721_STAMPING: HENDRIX 1935 AZIMUTH
 BY1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1721+STABILITY: SURFACE MOTION
 BY1721
 BY1721  HISTORY     - Date     Condition        Report By
 BY1721  HISTORY     - 1935     MONUMENTED       CGS
 BY1721  HISTORY     - 1947     GOOD             NGS
 BY1721  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BY1721
 BY1721                          STATION DESCRIPTION
 BY1721
 BY1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1721'8.8 MI S FROM LEONA.
 BY1721'TO REACH FROM THE POST OFFICE AT LEONA GO SOUTH 6.9 MILES ALONG U.S.
 BY1721'HIGHWAY NO. 75, THENCE WEST 1.9 MILES ALONG A GRADED DIRT ROAD TO SITE
 BY1721'OF MARK, BENCH MARK IS 23.7 FEET SOUTHEAST OF A TWENTYFOUR INCH OAK
 BY1721'TREE, 25.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 BY1721'ROAD, 12.7 FEET WEST OF A FENCE CORNER, 1.5 FEET NORTH OF A FENCE AND
 BY1721'1.5 FEET WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE REFERENCE DISK SET
 BY1721'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 BY1721'GROUND.
 BY1721
 BY1721                          STATION RECOVERY (1996)
 BY1721
 BY1721'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1719 ***********************************************************************
 BY1719  DESIGNATION -  HENDRIX RM 1
 BY1719  PID         -  BY1719
 BY1719  STATE/COUNTY-  TX/MADISON
 BY1719  USGS QUAD   -  LEONA SW (1964)
 BY1719
 BY1719                         *CURRENT SURVEY CONTROL
 BY1719  ___________________________________________________________________
 BY1719* NAD 83(1986)-  31 04 14.     (N)    095 57 00.     (W)     SCALED    
 BY1719* NAVD 88     -       118.31   (+/-2cm)     388.2    (feet)  VERTCON   
 BY1719  ___________________________________________________________________
 BY1719  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BY1719
 BY1719  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1719
 BY1719.The horizontal coordinates were scaled from a topographic map and have
 BY1719.an estimated accuracy of +/- 6 seconds.
 BY1719
 BY1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1719.The vertical order pertains to the NGVD 29 superseded value.
 BY1719
 BY1719.The geoid height was determined by GEOID03.
 BY1719
 BY1719;                    North         East    Units  Estimated Accuracy
 BY1719;SPC TX C     - 3,163,870.    1,118,160.      MT  (+/- 180 meters Scaled)
 BY1719
 BY1719                          SUPERSEDED SURVEY CONTROL
 BY1719
 BY1719  NGVD 29 (??/??/92)  118.291  (m)          388.09   (f) ADJ UNCH    2 0
 BY1719
 BY1719.Superseded values are not recommended for survey control.
 BY1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1719.See file dsdata.txt to determine how the superseded data were derived.
 BY1719
 BY1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ185411(NAD 83)
 BY1719_MARKER: DR = REFERENCE MARK DISK
 BY1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1719_STAMPING: HENDRIX NO 1 1935
 BY1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1719+STABILITY: SURFACE MOTION
 BY1719
 BY1719  HISTORY     - Date     Condition        Report By
 BY1719  HISTORY     - 1935     MONUMENTED       CGS
 BY1719  HISTORY     - 1947     GOOD             NGS
 BY1719  HISTORY     - 19960601 GOOD             USPSQD
 BY1719
 BY1719                          STATION DESCRIPTION
 BY1719
 BY1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1719'8.4 MI S FROM LEONA.
 BY1719'TO REACH FROM THE POST OFFICE AT LEONA GO SOUTH 6.9 MILES ALONG U.S.
 BY1719'HIGHWAY NO. 75, THENCE WEST 1.5 MILES ALONG A GRADED DIRT ROAD TO SITE
 BY1719'OF MARK, BENCH MARK IS ABOUT 110 YARDS EAST OF A SMALL FRAME HOUSE,
 BY1719'79.0 FEET SOUTHEAST OF A FENCE CORNER, 46.0 FEET EAST OF A FENCE
 BY1719'CORNER, 6.0 FEET NORTH OF A FENCE AND 30.0 FEET SOUTHWEST OF AN OAK
 BY1719'TREE.  A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1719'PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 BY1719
 BY1719                          STATION RECOVERY (1996)
 BY1719
 BY1719'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1720 ***********************************************************************
 BY1720  DESIGNATION -  HENDRIX RM 2
 BY1720  PID         -  BY1720
 BY1720  STATE/COUNTY-  TX/MADISON
 BY1720  USGS QUAD   -  LEONA SW (1964)
 BY1720
 BY1720                         *CURRENT SURVEY CONTROL
 BY1720  ___________________________________________________________________
 BY1720* NAD 83(1986)-  31 04 14.     (N)    095 57 00.     (W)     SCALED    
 BY1720* NAVD 88     -       117.84   (+/-2cm)     386.6    (feet)  VERTCON   
 BY1720  ___________________________________________________________________
 BY1720  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BY1720
 BY1720  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1720
 BY1720.The horizontal coordinates were scaled from a topographic map and have
 BY1720.an estimated accuracy of +/- 6 seconds.
 BY1720
 BY1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1720.The vertical order pertains to the NGVD 29 superseded value.
 BY1720
 BY1720.The geoid height was determined by GEOID03.
 BY1720
 BY1720;                    North         East    Units  Estimated Accuracy
 BY1720;SPC TX C     - 3,163,870.    1,118,160.      MT  (+/- 180 meters Scaled)
 BY1720
 BY1720                          SUPERSEDED SURVEY CONTROL
 BY1720
 BY1720  NGVD 29 (??/??/92)  117.827  (m)          386.57   (f) ADJ UNCH    2 0
 BY1720
 BY1720.Superseded values are not recommended for survey control.
 BY1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1720.See file dsdata.txt to determine how the superseded data were derived.
 BY1720
 BY1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ185411(NAD 83)
 BY1720_MARKER: DR = REFERENCE MARK DISK
 BY1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1720_STAMPING: HENDRIX NO 2 1935
 BY1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1720+STABILITY: SURFACE MOTION
 BY1720
 BY1720  HISTORY     - Date     Condition        Report By
 BY1720  HISTORY     - 1935     MONUMENTED       CGS
 BY1720  HISTORY     - 1947     GOOD             NGS
 BY1720  HISTORY     - 19960601 GOOD             USPSQD
 BY1720
 BY1720                          STATION DESCRIPTION
 BY1720
 BY1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1720'8.4 MI S FROM LEONA.
 BY1720'TO REACH FROM THE POST OFFICE AT LEONA GO SOUTH 6.9 MILES ALONG U.S.
 BY1720'HIGHWAY NO. 75, THENCE WEST 1.5 MILES ALONG A GRADED DIRT ROAD TO SITE
 BY1720'OF MARK, BENCH MARK IS 85.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BY1720'A SMALL FARM HOUSE, 54.4 FEET WEST OF A FENCE CORNER, 46.3 FEET EAST
 BY1720'OF A FENCE CORNER, 30.6 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 BY1720'LINE OF THE ROAD AND 3.0 FEET NORTH OF A FENCE.  A BRONZE REFERENCE
 BY1720'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES
 BY1720'ABOVE GROUND.
 BY1720
 BY1720                          STATION RECOVERY (1996)
 BY1720
 BY1720'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0623 ***********************************************************************
 BN0623  DESIGNATION -  HENLY
 BN0623  PID         -  BN0623
 BN0623  STATE/COUNTY-  TX/HAYS
 BN0623  USGS QUAD   -  HENLY (1986)
 BN0623
 BN0623                         *CURRENT SURVEY CONTROL
 BN0623  ___________________________________________________________________
 BN0623* NAD 83(1993)-  30 12 27.27497(N)    098 11 22.17185(W)     ADJUSTED  
 BN0623* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 BN0623  ___________________________________________________________________
 BN0623  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 BN0623  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 BN0623
 BN0623  HORZ ORDER  -  FIRST
 BN0623
 BN0623.The horizontal coordinates were established by classical geodetic methods
 BN0623.and adjusted by the National Geodetic Survey in February 1996..
 BN0623
 BN0623.The orthometric height was scaled from a topographic map.
 BN0623
 BN0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0623
 BN0623.The geoid height was determined by GEOID03.
 BN0623
 BN0623;                    North         East     Units Scale Factor Converg.
 BN0623;SPC TXSC     - 4,263,409.082   678,037.355   MT  0.99997900   +0 23 49.5
 BN0623;SPC TXSC     -13,987,534.63  2,224,527.56   sFT  0.99997900   +0 23 49.5
 BN0623;SPC TX C     - 3,061,952.926   906,401.882   MT  0.99997697   +1 06 15.1
 BN0623;SPC TX C     -10,045,757.22  2,973,753.51   sFT  0.99997697   +1 06 15.1
 BN0623;UTM  14      - 3,342,064.484   578,009.698   MT  0.99967508   +0 24 28.1
 BN0623
 BN0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0623!SPC TXSC     -   0.99993207  x   0.99997900  =   0.99991107
 BN0623!SPC TX C     -   0.99993207  x   0.99997697  =   0.99990904
 BN0623!UTM  14      -   0.99993207  x   0.99967508  =   0.99960717
 BN0623
 BN0623:                Primary Azimuth Mark                     Grid Az
 BN0623:SPC TXSC     -  HENLY AZ MK                              098 04 19.7
 BN0623:SPC TX C     -  HENLY AZ MK                              097 21 54.1
 BN0623:UTM  14      -  HENLY AZ MK                              098 03 41.1
 BN0623
 BN0623|---------------------------------------------------------------------|
 BN0623| PID    Reference Object                     Distance      Geod. Az  |
 BN0623|                                                           dddmmss.s |
 BN0623| CV4257 HENLY AZ MK                                        0982809.2 |
 BN0623| CV4259 HENLY RM 2                            8.124 METERS 10123     |
 BN0623| CV4258 HENLY RM 1                            8.160 METERS 21257     |
 BN0623|---------------------------------------------------------------------|
 BN0623
 BN0623                          SUPERSEDED SURVEY CONTROL
 BN0623
 BN0623  NAD 83(1986)-  30 12 27.28717(N)    098 11 22.15559(W) AD(       ) 1
 BN0623  NAD 27      -  30 12 26.54680(N)    098 11 21.10620(W) AD(       ) 1
 BN0623
 BN0623.Superseded values are not recommended for survey control.
 BN0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0623.See file dsdata.txt to determine how the superseded data were derived.
 BN0623
 BN0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU7801042064(NAD 83)
 BN0623_MARKER: DS = TRIANGULATION STATION DISK
 BN0623_SETTING: 66 = SET IN ROCK OUTCROP
 BN0623
 BN0623  HISTORY     - Date     Condition        Report By
 BN0623  HISTORY     - 1956     MONUMENTED       CGS
 BN0623  HISTORY     - 19990925 GOOD             USPSQD
 BN0623
 BN0623                          STATION DESCRIPTION
 BN0623
 BN0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0623'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30098-2, STATION 1009.
 BN0623
 BN0623                          STATION RECOVERY (1999)
 BN0623
 BN0623'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0510 ***********************************************************************
 BO0510  DESIGNATION -  HENN
 BO0510  PID         -  BO0510
 BO0510  STATE/COUNTY-  TX/CROCKETT
 BO0510  USGS QUAD   -  OZONA SE (1982)
 BO0510
 BO0510                         *CURRENT SURVEY CONTROL
 BO0510  ___________________________________________________________________
 BO0510* NAD 83(1993)-  30 35 22.76154(N)    101 06 58.76594(W)     ADJUSTED  
 BO0510* NAVD 88     -       812.     (meters)    2664.     (feet)  SCALED    
 BO0510  ___________________________________________________________________
 BO0510  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 BO0510  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 BO0510
 BO0510  HORZ ORDER  -  SECOND
 BO0510
 BO0510.The horizontal coordinates were established by classical geodetic methods
 BO0510.and adjusted by the National Geodetic Survey in February 1996..
 BO0510
 BO0510.The orthometric height was scaled from a topographic map.
 BO0510
 BO0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0510
 BO0510.The geoid height was determined by GEOID03.
 BO0510
 BO0510;                    North         East     Units Scale Factor Converg.
 BO0510;SPC TX C     - 3,102,582.673   624,910.353   MT  0.99990740   -0 24 11.8
 BO0510;SPC TX C     -10,179,056.65  2,050,226.72   sFT  0.99990740   -0 24 11.8
 BO0510;UTM  14      - 3,386,034.598   297,080.540   MT  1.00010798   -1 04 38.4
 BO0510
 BO0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0510!SPC TX C     -   0.99987619  x   0.99990740  =   0.99978360
 BO0510!UTM  14      -   0.99987619  x   1.00010798  =   0.99998415
 BO0510
 BO0510|---------------------------------------------------------------------|
 BO0510| PID    Reference Object                     Distance      Geod. Az  |
 BO0510|                                                           dddmmss.s |
 BO0510| CH9554 HENN RM 1                            23.927 METERS 07424     |
 BO0510| CH9553 HENN AZ MK                                         0925938.2 |
 BO0510| CH9555 HENN RM 2                            23.032 METERS 34206     |
 BO0510|---------------------------------------------------------------------|
 BO0510
 BO0510                          SUPERSEDED SURVEY CONTROL
 BO0510
 BO0510  NAD 83(1986)-  30 35 22.76593(N)    101 06 58.75497(W) AD(       ) 2
 BO0510  NAD 27      -  30 35 22.12900(N)    101 06 57.36700(W) AD(       ) 2
 BO0510
 BO0510.Superseded values are not recommended for survey control.
 BO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0510.See file dsdata.txt to determine how the superseded data were derived.
 BO0510
 BO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU9708186035(NAD 83)
 BO0510_MARKER: DS = TRIANGULATION STATION DISK
 BO0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0510_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BO0510
 BO0510  HISTORY     - Date     Condition        Report By
 BO0510  HISTORY     - 1944     MONUMENTED       CGS
 BO0510
 BO0510                          STATION DESCRIPTION
 BO0510
 BO0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0510'STATION IS LOCATED BY AIR LINE DISTANCES, ABOUT 10-1/2 MILES
 BO0510'SSE OF OZONA, AND 10-1/2 MILES W OF THE CROCKETT-SUTTON
 BO0510'COUNTY LINE.  IT IS ON THE RIDGE BETWEEN JOHNSONS RUN AND THE
 BO0510'W BRANCH OF DEVILS RIVER, ON PROPERTY OWNED BY MR. LEE HENNESSEE.
 BO0510'IT IS 283.5 FEET S OF FENCE CORNER AND 7 FEET E OF A WOODEN
 BO0510'WITNESS POST.  HIGHER GROUND IS ABOUT 3/4 MILE SW.
 BO0510'
 BO0510'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 BO0510'CIRCULAR CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE
 BO0510'THE GROUND.  IT IS STAMPED HENN 1944.
 BO0510'
 BO0510'REFERENCE MARK 1 IS ABOUT 20 FEET S OF A PATCH OF LOW OAK
 BO0510'BRUSH.  IT IS A BRONZE REFERENCE DISK SET IN AN 18-INCH SQUARE
 BO0510'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 BO0510'IT IS STAMPED HENN NO 1 1944.
 BO0510'
 BO0510'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 20-INCH
 BO0510'SQUARE CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE
 BO0510'GROUND.  IT IS STAMPED HENN NO 2 1944.
 BO0510'
 BO0510'AZIMUTH MARK IS ABOUT 0.5 MILE S OF FENCE AND 3 FEET N OF A
 BO0510'WOODEN WITNESS POST.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP
 BO0510'OF A CIRCULAR CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE
 BO0510'GROUND.  IT IS STAMPED HENN 1944.
 BO0510'
 BO0510'TO REACH AZIMUTH MARK FROM STATION, FOLLOW TRACK ROAD E
 BO0510'ALONG FENCELINE 0.5 MILE TO GATE.  TURN RIGHT (SE) AWAY FROM
 BO0510'FENCELINE, ON TRACK ROAD, 0.5 MILE TO MARK.  MARK IS 23 YARDS
 BO0510'SW OF THE TRACK ROAD.
 BO0510'
 BO0510'TO REACH STATION FROM OZONA, GO E ON U.S. HIGHWAY 290 FOR 6.8
 BO0510'MILES TO A CROSS ROAD AND BUMPER GATE ON LEFT.  TURN RIGHT (S)
 BO0510'1.9 MILES.  PASS THROUGH BUMPER GATE AND CONTINUE FOR 0.7
 BO0510'MILE TO TRACK ROAD RIGHT.  TURN RIGHT ON THIS TRACK ROAD AND
 BO0510'FOLLOW IT 2.3 MILES TO RED BOARD GATE AT WINDMILL AND TANK.
 BO0510'GO THROUGH THE GATE AND CONTINUE 1.9 MILES TO A GATE ABOUT 0.1
 BO0510'MILE W OF A WINDMILL.  GO THROUGH THIS GATE AND CONTINUE S FOR
 BO0510'0.2 MILE.  HERE TURN RIGHT AROUND AN OLD DRY LAKE BED AND GO
 BO0510'W ALONG FENCELINE 1.1 MILES TO TOP OF RIDGE AND STATION.  THE
 BO0510'FENCELINE FORMS AN OBTUSE ANGLE HERE.
 BO0510'
 BO0510'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6904 ***********************************************************************
 AW6904  DESIGNATION -  HENNESSEY
 AW6904  PID         -  AW6904
 AW6904  STATE/COUNTY-  TX/HARRIS
 AW6904  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW6904
 AW6904                         *CURRENT SURVEY CONTROL
 AW6904  ___________________________________________________________________
 AW6904* NAD 83(1993)-  29 47 01.62223(N)    095 32 23.85764(W)     ADJUSTED  
 AW6904* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 AW6904  ___________________________________________________________________
 AW6904  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6904  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AW6904
 AW6904  HORZ ORDER  -  THIRD
 AW6904
 AW6904.The horizontal coordinates were established by classical geodetic methods
 AW6904.and adjusted by the National Geodetic Survey in February 1996..
 AW6904
 AW6904.The orthometric height was scaled from a topographic map.
 AW6904
 AW6904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6904
 AW6904.The geoid height was determined by GEOID03.
 AW6904
 AW6904;                    North         East     Units Scale Factor Converg.
 AW6904;SPC TXSC     - 4,221,111.744   934,483.350   MT  0.99989383   +1 41 42.4
 AW6904;SPC TXSC     -13,848,764.11  3,065,884.12   sFT  0.99989383   +1 41 42.4
 AW6904;UTM  15      - 3,297,531.851   254,456.356   MT  1.00034396   -1 15 44.3
 AW6904
 AW6904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6904!SPC TXSC     -   1.00000008  x   0.99989383  =   0.99989391
 AW6904!UTM  15      -   1.00000008  x   1.00034396  =   1.00034404
 AW6904
 AW6904|---------------------------------------------------------------------|
 AW6904| PID    Reference Object                     Distance      Geod. Az  |
 AW6904|                                                           dddmmss.s |
 AW6904| CV7257 HENNESSEY RM 1                       29.566 METERS 00159     |
 AW6904| CV7258 HENNESSEY RM 2                       76.688 METERS 06614     |
 AW6904| CV7255 HENNESSEY AZ MK                                    0862310.8 |
 AW6904| CV7259 HENNESSEY RM 3                       96.405 METERS 08959     |
 AW6904| CV7256 HENNESSEY AZ MK 2                                  0902020.0 |
 AW6904| AW6584 HOUSTON RAD KPRC TALL TV MAST       APPROX.10.6 KM 1284323.0 |
 AW6904| CV7260 HENNESSEY RM 4                       29.467 METERS 19718     |
 AW6904|---------------------------------------------------------------------|
 AW6904
 AW6904                          SUPERSEDED SURVEY CONTROL
 AW6904
 AW6904  NAD 83(1986)-  29 47 01.63675(N)    095 32 23.83939(W) AD(       ) 3
 AW6904  NAD 27      -  29 47 00.81428(N)    095 32 23.04486(W) AD(       ) 3
 AW6904
 AW6904.Superseded values are not recommended for survey control.
 AW6904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6904.See file dsdata.txt to determine how the superseded data were derived.
 AW6904
 AW6904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5445697532(NAD 83)
 AW6904_MARKER: DS = TRIANGULATION STATION DISK
 AW6904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6904
 AW6904  HISTORY     - Date     Condition        Report By
 AW6904  HISTORY     - 1952     MONUMENTED       CGS
 AW6904  HISTORY     - 1954     GOOD             CGS
 AW6904  HISTORY     - 1967     MARK NOT FOUND   CGS
 AW6904  HISTORY     - 1970     MARK NOT FOUND   NGS
 AW6904  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW6904  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW6904
 AW6904                          STATION DESCRIPTION
 AW6904
 AW6904'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6904'THE STATION IS LOCATED ABOUT 11 MILES WEST NORTHWEST OF HOUSTON
 AW6904'AND JUST EAST OF THE HENNESSEY RAILROAD SIDING ON PROPERTY
 AW6904'BELONGING TO THE BAUER LUMBER AND SUPPLY CO.  IT IS 189 FEET
 AW6904'SOUTH OF THE CENTER OF U.S. HIGHWAY 90, 100 FEET SOUTHEAST
 AW6904'OF A HIGHLINE BRACE POLE AND 30 FEET EAST OF A NORTH-SOUTH
 AW6904'FENCE LINE.  IT IS STAMPED HENNESSEY 1952 AND IT IS SET FLUSH.
 AW6904'
 AW6904'REFERENCE MARK NO. 1 IS 92 FEET SOUTH OF U.S. HIGHWAY 90,
 AW6904'30 FEET EAST OF A HIGHLINE BRACE POLE AND 1 FOOT SOUTH OF AN
 AW6904'EAST-WEST FENCE LINE.  IT IS STAMPED HENNESSEY NO 1 1952
 AW6904'AND IT IS SET FLUSH.
 AW6904'
 AW6904'REFERENCE MARK NO. 2 IS 56 FEET SOUTH OF THE CENTER OF U.S.
 AW6904'HIGHWAY 90, 12 FEET WEST OF THE CENTER OF A GATE LEADING
 AW6904'INTO THE LUMBER YARD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 AW6904'LINE.  IT IS STAMPED HENNESSEY NO 2 1952 AND IT IS SET FLUSH.
 AW6904'
 AW6904'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 226.4 FEET.
 AW6904'
 AW6904'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 AW6904'90, 3 FEET WEST OF A HIGHLINE POLE AND 1.5 FEET WEST OF A
 AW6904'WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED HENNESSEY
 AW6904'1952.
 AW6904'
 AW6904'TO REACH THE STATION FROM THE MEMORIAL PARK BRANCH POST OFFICE
 AW6904'GO WEST ON U.S. HIGHWAY 90 FOR 1.25 MILES TO THE AZIMUTH
 AW6904'MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST ON U.S. HIGHWAY
 AW6904'90 FOR 0.25 MILE TO THE ENTRANCE INTO THE BAUER LUMBER AND
 AW6904'SUPPLY CO. ON THE LEFT, TURN LEFT AND PASS THROUGH THE GATE,
 AW6904'THEN TURN RIGHT ACROSS FIELD FOR 0.05 MILE TO THE STATION
 AW6904'AS DESCRIBED.
 AW6904
 AW6904                          STATION RECOVERY (1954)
 AW6904
 AW6904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AW6904'THE STATION WAS RECOVERED AS DESCRIBED, BUT BOTH REFERENCE
 AW6904'MARKS AND THE AZIMUTH MARK WERE IN THE WAY OF NEW CONSTRUCTION
 AW6904'ON U.S. HIGHWAY 90.  ALL MARKS EXCEPT THE STATION MARK HAVE
 AW6904'BEEN MOVED AND A COMPLETE NEW DESCRIPTION FOLLOWS.
 AW6904'
 AW6904'THE STATION IS LOCATED ABOUT 11 MILES WEST-NORTHWEST OF HOUSTON
 AW6904'AND JUST EAST OF THE HENNESSEY RAILROAD SIDING ON PROPERTY
 AW6904'BELONGING TO THE BAUER LUMBER AND SUPPLY CO.
 AW6904'
 AW6904'TO REACH THE STATION FROM THE MEMORIAL PARK BRANCH POST OFFICE,
 AW6904'GO WEST ON U.S. HIGHWAY 90 FOR 1.25 MILES TO THE KATY ROAD
 AW6904'KIDDIELAND AMUSEMENT PARK ON THE LEFT AND THE AZIMUTH MARK
 AW6904'AT THE NORTHWEST CORNER OF THE AMUSEMENT PARK.  CONTINUE
 AW6904'WEST ON U.S. HIGHWAY 90 FOR 0.4 MILE TO A PRIVATE ROAD LEFT,
 AW6904'ABOUT 300 FEET WEST OF THE ENTRANCE TO THE BAUER LUMBER AND
 AW6904'SUPPLY CO., AND THE STATION IN THE SOUTHEAST ANGLE OF THE
 AW6904'INTERSECTION.
 AW6904'
 AW6904'THE STATION MARK, STAMPED HENNESSEY 1952, IS A STANDARD DISK
 AW6904'SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AW6904'IT IS AT THE CORNER OF THE ROAD RIGHT-OF-WAYS OF IMPROVED
 AW6904'U.S. HIGHWAY 90 AND A PROPOSED PRIVATE ROAD.
 AW6904'
 AW6904'REFERENCE MARK NO. 3, STAMPED HENNESSEY NO 3 1952, IS A STANDARD
 AW6904'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 AW6904'IT IS 92 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BAUER
 AW6904'LUMBER AND SUPPLY CO. OFFICE, 1.5 FEET WEST OF THE PROPERTY
 AW6904'LINE FENCE, 1 FOOT SOUTH OF THE NEW HIGHWAY RIGHT-OF-WAY
 AW6904'AND 1 FOOT SOUTHWEST OF A WHITE WITNESS POST.
 AW6904'
 AW6904'REFERENCE MARK NO. 4, STAMPED HENNESSEY NO 4 1952, IS A
 AW6904'STANDARD DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4
 AW6904'INCHES.  IT IS 1 FOOT EAST OF THE PROPERTY LINE FENCE ALONG
 AW6904'THE EAST SIDE OF A DRAINAGE DITCH AND 1 FOOT SOUTHEAST OF A WHITE
 AW6904'WITNESS POST.  THIS MARK IS WITHIN THE RIGHT-OF-WAY OF THE
 AW6904'PROPOSED PRIVATE ROAD.
 AW6904'
 AW6904'THE AZIMUTH MARK, STAMPED HENNESSEY 1952 RESET 1954, IS A
 AW6904'STANDARD DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS
 AW6904'4 INCHES.  IT IS 4.3 FEET WEST OF THE NORTHWEST CORNER OF THE
 AW6904'CYCLONE FENCE AROUND THE AMUSEMENT PARK AND 1 FOOT SOUTH OF THE
 AW6904'NEW HIGHWAY RIGHT-OF-WAY.
 AW6904
 AW6904                          STATION RECOVERY (1967)
 AW6904
 AW6904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CRL)
 AW6904'THE STATION WAS SEARCHED FOR AND NONE OF THE MARKS COULD BE
 AW6904'RECOVERED.  A FREEWAY IS BEING BUILT ALONG THE CENTERLINE OF U. S.
 AW6904'HIGHWAY 90.  THE BAUER LUMBER AND SUPPLY CO. HAS BEEN REMOVED.  AS
 AW6904'NEAR AS COULD BE DETERMINED THE STATION MARK IS UNDER THE EAST
 AW6904'BOUND LANE OF THE FREEWAY.  THE STATION SHOULD BE CONSIDERED LOST.
 AW6904
 AW6904                          STATION RECOVERY (1970)
 AW6904
 AW6904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AW6904'THIS STATION WAS SEARCHED FOR AND NOT FOUND.  NONE OF THE ORIGINAL
 AW6904'DESCRIPTION IS OF ANY VALVE SINCE THE PRESENT LOCATION OF MARK WOULD
 AW6904'BE NEAR A MAIN ENTRANCE TO MEMORIAL CITY SHOPPING CENTER.  NEW
 AW6904'MARKING SHOW IT VERY NEAR TO RECENTLY CONSTRUCTED SERVICE ROAD ALONG
 AW6904'INTERSTATE NO. 10.  THE MARK MAY HAVE BEEN COVERED OVER BY
 AW6904'HWY CONSTRUCTION OR DESTROYED.
 AW6904'
 AW6904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11 MILES WNW
 AW6904'OF HOUSTON.
 AW6904
 AW6904                          STATION RECOVERY (1994)
 AW6904
 AW6904'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6904'MARK NOT FOUND.
 AW6904
 AW6904                          STATION RECOVERY (2004)
 AW6904
 AW6904'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1373 ***********************************************************************
 CR1373  SACS        -  This is a Secondary Airport Control Station.
 CR1373  DESIGNATION -  HENPORT
 CR1373  PID         -  CR1373
 CR1373  STATE/COUNTY-  TX/RUSK
 CR1373  USGS QUAD   -  HENDERSON (1973)
 CR1373
 CR1373                         *CURRENT SURVEY CONTROL
 CR1373  ___________________________________________________________________
 CR1373* NAD 83(1993)-  32 08 30.79840(N)    094 51 05.07879(W)     ADJUSTED  
 CR1373* NAVD 88     -       134.08   (meters)     439.9    (feet)  GPS OBS   
 CR1373  ___________________________________________________________________
 CR1373  X           -    -457,178.645 (meters)                     COMP
 CR1373  Y           -  -5,386,428.312 (meters)                     COMP
 CR1373  Z           -   3,373,821.331 (meters)                     COMP
 CR1373  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CR1373  ELLIP HEIGHT-         107.65  (meters)          (07/09/01) GPS OBS
 CR1373  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR1373
 CR1373  HORZ ORDER  -  FIRST
 CR1373  ELLP ORDER  -  FIFTH     CLASS I
 CR1373
 CR1373.This mark is at Rusk Co (F12) Airport (F12)
 CR1373
 CR1373.The horizontal coordinates were established by GPS observations
 CR1373.and adjusted by the National Geodetic Survey in September 1996..
 CR1373
 CR1373.The orthometric height was determined by GPS observations and a
 CR1373.high-resolution geoid model.
 CR1373
 CR1373.GPS derived orthometric heights for airport stations designated as
 CR1373.PACS or SACS are published to 2 decimal places.  This maintains
 CR1373.centimeter relative accuracy between the PACS and SACS.  It does
 CR1373.not indicate centimeter accuracy relative to other marks which are
 CR1373.part of the NAVD 88 network.
 CR1373
 CR1373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1373
 CR1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1373
 CR1373.The ellipsoidal height was determined by GPS observations
 CR1373.and is referenced to NAD 83.
 CR1373
 CR1373.The geoid height was determined by GEOID03.
 CR1373
 CR1373;                    North         East     Units Scale Factor Converg.
 CR1373;SPC TXNC     - 2,058,676.072   944,164.658   MT  0.99999764   +1 59 23.7
 CR1373;SPC TXNC     - 6,754,173.08  3,097,646.88   sFT  0.99999764   +1 59 23.7
 CR1373;UTM  15      - 3,557,664.410   325,380.909   MT  0.99997604   -0 59 06.8
 CR1373
 CR1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1373!SPC TXNC     -   0.99998310  x   0.99999764  =   0.99998074
 CR1373!UTM  15      -   0.99998310  x   0.99997604  =   0.99995914
 CR1373
 CR1373:                Primary Azimuth Mark                     Grid Az
 CR1373:SPC TXNC     -  HENPORT AZ MK                            340 26 58.2
 CR1373:UTM  15      -  HENPORT AZ MK                            343 25 28.7
 CR1373
 CR1373|---------------------------------------------------------------------|
 CR1373| PID    Reference Object                     Distance      Geod. Az  |
 CR1373|                                                           dddmmss.s |
 CR1373| CR1374 HENPORT AZ MK                       464.485 METERS 3422621.9 |
 CR1373|---------------------------------------------------------------------|
 CR1373
 CR1373                          SUPERSEDED SURVEY CONTROL
 CR1373
 CR1373  ELLIP H (09/09/96)  107.70   (m)                       GP(       ) 5 1
 CR1373  NAD 83(1993)-  32 08 30.80698(N)    094 51 05.08221(W) AD(       ) 3
 CR1373  ELLIP H (02/16/96)  107.77   (m)                       GP(       ) 5 1
 CR1373  ELLIP H (01/21/93)  107.56   (m)                       GP(       ) 4 2
 CR1373  NAD 83(1986)-  32 08 30.81351(N)    094 51 05.06544(W) AD(       ) 3
 CR1373  NAD 27      -  32 08 30.25539(N)    094 51 04.30152(W) AD(       ) 3
 CR1373  NGVD 29 (12/08/88)  134.1    (m)          440.     (f) GPS OBS        
 CR1373
 CR1373.Superseded values are not recommended for survey control.
 CR1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1373.See file dsdata.txt to determine how the superseded data were derived.
 CR1373
 CR1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR2538157664(NAD 83)
 CR1373_MARKER: I = METAL ROD
 CR1373_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1373_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1373_STAMPING: HENPORT 1987
 CR1373_MARK LOGO: NGS   
 CR1373_PROJECTION: FLUSH
 CR1373_MAGNETIC: I = MARKER IS A STEEL ROD
 CR1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1373+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 CR1373_ROD/PIPE-DEPTH: 8.4. meters
 CR1373_SLEEVE-DEPTH  : 0.90 meters
 CR1373
 CR1373  HISTORY     - Date     Condition        Report By
 CR1373  HISTORY     - 1987     MONUMENTED       NGS
 CR1373  HISTORY     - 19880331 GOOD
 CR1373  HISTORY     - 19941015 GOOD             NGS
 CR1373
 CR1373                          STATION DESCRIPTION
 CR1373
 CR1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1373'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) WEST OF HENDERSON AT THE
 CR1373'HENDERSON-RUNK COUNTY AIRPORT.  OWNERSHIP--RUSK COUNTY C/O J.W. DUNN,
 CR1373'ROUTE 6 P.O. BOX 46, HENDERSON, TX 75652.  TELEPHONE
 CR1373'NUMBER214-657-7081.
 CR1373'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79, 259,
 CR1373'STATE HIGHWAY 64 AND FARM ROAD 13 IN HENDERSON.  GO WEST ON FARM ROAD
 CR1373'13 FOR 1.9 KM (1.20 MI) TO A CROSSROAD AT A SIGNAL LIGHT. CONTINUE
 CR1373'WEST FOR 2.7 KM (1.70 MI) TO A FORK.  KEEP LEFT AT THE FORK, ON FARM
 CR1373'ROAD 13, FOR 0.6 KM (0.35 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 CR1373'LEFT. TURN LEFT AND GO SOUTH FOR 0.5 KM (0.30 MI) TO A GATE ON THE
 CR1373'RIGHT. PASS THROUGH THE GATE AND GO FOR 0.1 KM (0.05 MI) TO A TAXIWAY
 CR1373'ON THE LEFT, LEADING SOUTH.  TURN LEFT ON THE TAXIWAY FOR 0.6 KM
 CR1373'(0.35 MI)TO THE STATION ON THE RIGHT.
 CR1373'THE STATION MARK IS SET 30.0 M (98.4 FT) EAST OF THE CENTERLINE OF
 CR1373'THE RUNWAY, 29.3 M (96.1 FT) SOUTH-SOUTHEAST OF RUNWAY LIGHT NUMBER
 CR1373'27, 14.5 M (47.6 FT)  47.6 FT) NORTH OF THE CENTERLINE OF THE
 CR1373'TAXIWAY,AND 0.3M (1.0 FT) WEST OF A WITNESS POST.
 CR1373'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1373'DESCRIBED BY B.L.L.
 CR1373
 CR1373                          STATION RECOVERY (1988)
 CR1373
 CR1373'RECOVERED 1988
 CR1373'RECOVERED IN GOOD CONDITION.
 CR1373
 CR1373                          STATION RECOVERY (1994)
 CR1373
 CR1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1373'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) WEST OF HENDERSON AT THE
 CR1373'HENDERSON-RUNK COUNTY AIRPORT, IN BRUSH IN THE MEDIAN OF RUNWAY 16-34
 CR1373'AND THE PARALLEL TAXI, AND ON THE NORTH SIDE OF A CONNECTOR.
 CR1373'OWNERSHIP--RUSK COUNTY, 3355 F.M.  13 WEST, HENDERSON, TX 75652.
 CR1373'AIRPORT MANAGER IS J.W.  DUNN.  PHONE 903-657-7081.  TO REACH THE
 CR1373'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 79, 259, AND STATE HIGHWAY
 CR1373'64 IN HENDERSON, GO WEST ON HIGHWAY 64 FOR 3.47 KM (2.15 MI) TO A
 CR1373'CROSSROAD (EVENSIDE ROAD) .  TURN LEFT, SOUTH, ON EVENSIDE ROAD FOR
 CR1373'2.0 KM (1.25 MI) TO A CROSSROAD.  TURN RIGHT, WEST, ON FARM ROAD 13
 CR1373'(W.  MAIN STREET) FOR 3.30 KM (2.05 MI) TO A Y-JUNCTION.  BEAR LEFT,
 CR1373'WEST, ON FARM ROAD 13 FOR 0.61 KM (0.35 MI) TO THE AIRPORT ENTRANCE ON
 CR1373'THE LEFT.  TURN LEFT, SOUTH, ON THE ENTRANCE ROAD FOR 0.5 KM (0.30 MI)
 CR1373'TO A PARKING LOT AND A GATE ON THE RIGHT.  TURN RIGHT, WEST, PASSING
 CR1373'THROUGH THE GATE TO THE APRON.  BEAR LEFT, SOUTHWEST, ACROSS APRON FOR
 CR1373'0.08 KM (0.05 MI) TO A CONNECTOR ON THE RIGHT AND A NORTH-SOUTH TAXI.
 CR1373'TURN LEFT, SOUTH, ALONG TAXI FOR 0.6 KM (0.35 MI) TO THE STATION ON
 CR1373'THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS
 CR1373'STEEL ROD IN A GREAS FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH
 CR1373'A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS
 CR1373'30.0 M (98.4 FT) EAST OF THE CENTER OF THE RUNWAY, 29.3 M (96.1 FT)
 CR1373'SOUTH-SOUTHEAST OF RUNWAY LIGHT NUMBER 27, 14.5 M (47.6 FT) 47.6 FT)
 CR1373'NORTH OF THE CENTER OF THE TAXI, AND 0.8 M (2.6 FT) WEST OF A WITNESS
 CR1373'POST.  DESCRIBED BY D.G.  AUG.  THIS IS AN AIRPORT SAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1374 ***********************************************************************
 CR1374  SACS        -  This is a Secondary Airport Control Station.
 CR1374  DESIGNATION -  HENPORT AZ MK
 CR1374  PID         -  CR1374
 CR1374  STATE/COUNTY-  TX/RUSK
 CR1374  USGS QUAD   -  HENDERSON (1973)
 CR1374
 CR1374                         *CURRENT SURVEY CONTROL
 CR1374  ___________________________________________________________________
 CR1374* NAD 83(1993)-  32 08 45.17507(N)    094 51 10.42640(W)     ADJUSTED  
 CR1374* NAVD 88     -       132.33   (meters)     434.2    (feet)  GPS OBS   
 CR1374  ___________________________________________________________________
 CR1374  X           -    -457,298.235 (meters)                     COMP
 CR1374  Y           -  -5,386,180.211 (meters)                     COMP
 CR1374  Z           -   3,374,195.364 (meters)                     COMP
 CR1374  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CR1374  ELLIP HEIGHT-         105.90  (meters)          (07/09/01) GPS OBS
 CR1374  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR1374
 CR1374  HORZ ORDER  -  FIRST
 CR1374  ELLP ORDER  -  FIFTH     CLASS I
 CR1374
 CR1374.This mark is at Rusk Co (F12) Airport (F12)
 CR1374
 CR1374.The horizontal coordinates were established by GPS observations
 CR1374.and adjusted by the National Geodetic Survey in September 1996..
 CR1374
 CR1374.The orthometric height was determined by GPS observations and a
 CR1374.high-resolution geoid model.
 CR1374
 CR1374.GPS derived orthometric heights for airport stations designated as
 CR1374.PACS or SACS are published to 2 decimal places.  This maintains
 CR1374.centimeter relative accuracy between the PACS and SACS.  It does
 CR1374.not indicate centimeter accuracy relative to other marks which are
 CR1374.part of the NAVD 88 network.
 CR1374
 CR1374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CR1374
 CR1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1374
 CR1374.The ellipsoidal height was determined by GPS observations
 CR1374.and is referenced to NAD 83.
 CR1374
 CR1374.The geoid height was determined by GEOID03.
 CR1374
 CR1374;                    North         East     Units Scale Factor Converg.
 CR1374;SPC TXNC     - 2,059,113.777   944,009.224   MT  0.99999655   +1 59 20.8
 CR1374;SPC TXNC     - 6,755,609.12  3,097,136.93   sFT  0.99999655   +1 59 20.8
 CR1374;UTM  15      - 3,558,109.584   325,248.406   MT  0.99997661   -0 59 10.1
 CR1374
 CR1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1374!SPC TXNC     -   0.99998337  x   0.99999655  =   0.99997992
 CR1374!UTM  15      -   0.99998337  x   0.99997661  =   0.99995998
 CR1374
 CR1374:                Primary Azimuth Mark                     Grid Az
 CR1374:SPC TXNC     -  FAA F12 A                                005 12 06.9
 CR1374:UTM  15      -  FAA F12 A                                008 10 37.8
 CR1374
 CR1374|---------------------------------------------------------------------|
 CR1374| PID    Reference Object                     Distance      Geod. Az  |
 CR1374|                                                           dddmmss.s |
 CR1374| AB2802 FAA F12 A                           463.996 METERS 0071127.7 |
 CR1374| CR1373 HENPORT                             464.485 METERS 1622619.0 |
 CR1374|---------------------------------------------------------------------|
 CR1374
 CR1374                          SUPERSEDED SURVEY CONTROL
 CR1374
 CR1374  ELLIP H (09/09/96)  105.95   (m)                       GP(       ) 5 1
 CR1374  NAD 83(1993)-  32 08 45.18364(N)    094 51 10.43012(W) AD(       ) 3
 CR1374  ELLIP H (02/16/96)  106.01   (m)                       GP(       ) 5 1
 CR1374  ELLIP H (01/21/93)  105.81   (m)                       GP(       ) 4 2
 CR1374  NAD 83(1986)-  32 08 45.19017(N)    094 51 10.41335(W) AD(       ) 3
 CR1374  NAD 27      -  32 08 44.63244(N)    094 51 09.64923(W) AD(       ) 3
 CR1374  NGVD 29 (12/08/88)  132.3    (m)          434.     (f) GPS OBS        
 CR1374
 CR1374.Superseded values are not recommended for survey control.
 CR1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1374.See file dsdata.txt to determine how the superseded data were derived.
 CR1374
 CR1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR2524858110(NAD 83)
 CR1374_MARKER: I = METAL ROD
 CR1374_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CR1374_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CR1374_STAMPING: HENPORT AZ MK 1987
 CR1374_MARK LOGO: NGS   
 CR1374_PROJECTION: FLUSH
 CR1374_MAGNETIC: I = MARKER IS A STEEL ROD
 CR1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1374+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 CR1374_ROD/PIPE-DEPTH: 8.4. meters
 CR1374_SLEEVE-DEPTH  : 0.90 meters
 CR1374
 CR1374  HISTORY     - Date     Condition        Report By
 CR1374  HISTORY     - 1987     MONUMENTED       NGS
 CR1374  HISTORY     - 19880401 GOOD
 CR1374  HISTORY     - 19941015 GOOD             NGS
 CR1374
 CR1374                          STATION DESCRIPTION
 CR1374
 CR1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CR1374'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) WEST OF HENDERSON AT THE
 CR1374'HENDERSON-RUNK COUNTY AIRPORT.  OWNERSHIP--RUSK COUNTY C/O J.W. DUNN,
 CR1374'ROUTE 6 P.O. BOX 46, HENDERSON, TX 75652.  TELEPHONE
 CR1374'NUMBER214-657-7081.
 CR1374'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 79, 259,
 CR1374'STATE HIGHWAY 64 AND FARM ROAD 13 IN HENDERSON.  GO WEST ON FARM ROAD
 CR1374'13 FOR 1.9 KM (1.20 MI) TO A CROSSROAD AT A SIGNAL LIGHT. CONTINUE
 CR1374'WEST FOR 2.7 KM (1.70 MI) TO A FORK.  KEEP LEFT AT THE FORK, ON FARM
 CR1374'ROAD 13, FOR 0.6 KM (0.35 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 CR1374'LEFT. TURN LEFT AND GO SOUTH FOR 0.5 KM (0.30 MI) TO A GATE ON THE
 CR1374'RIGHT. PASS THROUGH THE GATE AND GO FOR 9.1 KM (5.65 MI) TO A TAXIWAY
 CR1374'ON THE LEFT, LEADING SOUTH.  CONTINUE WEST TO THE WEST SIDE OF THE
 CR1374'RUNWAYAND THE MARK ON THE SOUTHEAST SIDE OF THE TAXIWAY.
 CR1374'THE MARK IS 31.0 M (101.7 FT) WEST OF THE CENTERLINE OF THE RUNWAY,
 CR1374'16.5 M (54.1 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 14.5 M
 CR1374'(47.6 FT) NORTHWEST OF RUNWAY LIGHT NUMBER 14, AND 0.3 M (1.0 FT)
 CR1374'EASTOF A WITNESS POST.
 CR1374'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CR1374'DESCRIBED BY R.D.B.
 CR1374
 CR1374                          STATION RECOVERY (1988)
 CR1374
 CR1374'RECOVERED 1988
 CR1374'RECOVERED IN GOOD CONDITION.
 CR1374
 CR1374                          STATION RECOVERY (1994)
 CR1374
 CR1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 CR1374'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) WEST OF HENDERSON AT THE
 CR1374'HENDERSON-RUNK COUNTY AIRPORT, IN BRUSH IN THE SOUTHWEST QUADRANT OF
 CR1374'THE JUNCTION OF RUNWAY 16-34 AND A TAXI LEADING SOUTHWEST TO RUNWAY
 CR1374'END 12.  OWNERSHIP--RUSK COUNTY, 3355 F.M.  13 WEST, HENDERSON, TX
 CR1374'75652.  AIRPORT MANAGER IS J.W.DUNN.  PHONE 903-657-7081.  TO REACH
 CR1374'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 79, 259, AND STATE
 CR1374'HIGHWAY 64 IN HENDERSON, GO WEST ON HIGHWAY 64 FOR 3.47 KM (2.15 MI)
 CR1374'TO A CROSSROAD (EVENSIDE ROAD) .  TURN LEFT, SOUTH, ON EVENSIDE ROAD
 CR1374'FOR 2.0 KM (1.25 MI) TO A CROSSROAD.  TURN RIGHT, WEST, ON FARM ROAD
 CR1374'13 (W.  MAIN STREET) FOR 3.30 KM (2.05 MI) TO A Y-JUNCTION.  BEAR
 CR1374'LEFT, WEST, ON FARM ROAD 13 FOR 0.61 KM (0.35 MI) TO THE AIRPORT
 CR1374'ENTRANCE ON THE LEFT.  TURN LEFT, SOUTH, ON THE ENTRANCE ROAD FOR 0.5
 CR1374'KM (0.30 MI) TO A PARKING LOT AND A GATE ON THE RIGHT.  TURN RIGHT,
 CR1374'WEST, PASSING THROUGH THE GATE TO THE APRON.  BEAR LEFT, SOUTHWEST,
 CR1374'ACROSS APRON FOR 0.08 KM (0.05 MI) TO A CONNECTOR ON THE RIGHT AND A
 CR1374'NORTH-SOUTH TAXI.  TURN RIGHT, WEST, ON CONNECTOR AND CROSSING RUNWAY
 CR1374'FOR 0.12 KM (0.05 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 CR1374'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED
 CR1374'SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 CR1374'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 31.0 M (101.7 FT) WEST OF
 CR1374'THE CENTER OF THE RUNWAY, 14.0 M (45.9 FT) SOUTHEAST OF THE CENTER OF
 CR1374'THE TAXI, 14.5 M (47.6 FT) NORTHWEST OF RUNWAY LIGHT NUMBER 14, AND
 CR1374'0.8 M (2.6 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY
 CR1374'D.G.  AUG.  THIS IS AN AIRPORT SAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0038 ***********************************************************************
 DO0038  DESIGNATION -  HENRIETTA
 DO0038  PID         -  DO0038
 DO0038  STATE/COUNTY-  TX/CLAY
 DO0038  USGS QUAD   -  HENRIETTA (1984)
 DO0038
 DO0038                         *CURRENT SURVEY CONTROL
 DO0038  ___________________________________________________________________
 DO0038* NAD 83(1986)-  33 48 56.     (N)    098 11 45.     (W)     SCALED    
 DO0038* NAVD 88     -       279.613  (meters)     917.36   (feet)  ADJUSTED  
 DO0038  ___________________________________________________________________
 DO0038  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DO0038  DYNAMIC HT  -         279.304 (meters)     916.35  (feet)  COMP
 DO0038  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 DO0038
 DO0038  VERT ORDER  -  FIRST     CLASS II
 DO0038
 DO0038.The horizontal coordinates were scaled from a topographic map and have
 DO0038.an estimated accuracy of +/- 6 seconds.
 DO0038
 DO0038.The orthometric height was determined by differential leveling
 DO0038.and adjusted by the National Geodetic Survey in June 1991..
 DO0038
 DO0038.The geoid height was determined by GEOID03.
 DO0038
 DO0038.The dynamic height is computed by dividing the NAVD 88
 DO0038.geopotential number by the normal gravity value computed on the
 DO0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0038.degrees latitude (g = 980.6199 gals.).
 DO0038
 DO0038.The modeled gravity was interpolated from observed gravity values.
 DO0038
 DO0038;                    North         East    Units  Estimated Accuracy
 DO0038;SPC TXNC     - 2,238,340.      628,160.      MT  (+/- 180 meters Scaled)
 DO0038
 DO0038                          SUPERSEDED SURVEY CONTROL
 DO0038
 DO0038  NGVD 29 (??/??/92)  279.542  (m)          917.13   (f) ADJ UNCH    1 2
 DO0038
 DO0038.Superseded values are not recommended for survey control.
 DO0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0038.See file dsdata.txt to determine how the superseded data were derived.
 DO0038
 DO0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC744419(NAD 83)
 DO0038_MARKER: DB = BENCH MARK DISK
 DO0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0038_STAMPING: HENRIETTA 917.131 1932
 DO0038_MARK LOGO: CGS   
 DO0038_PROJECTION: PROJECTING 5 CENTIMETERS
 DO0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0038+STABILITY: SURFACE MOTION
 DO0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO0038+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2003
 DO0038
 DO0038  HISTORY     - Date     Condition        Report By
 DO0038  HISTORY     - 1932     MONUMENTED       CGS
 DO0038  HISTORY     - 1950     GOOD             NGS
 DO0038  HISTORY     - 1953     MARK NOT FOUND   ATT
 DO0038  HISTORY     - 1984     GOOD             NGS
 DO0038  HISTORY     - 20030907 GOOD             USPSQD
 DO0038
 DO0038                          STATION DESCRIPTION
 DO0038
 DO0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0038'IN HENRIETTA.
 DO0038'AT HENRIETTA, CLAY COUNTY, AT THE COURTHOUSE, 40 FEET NORTH OF THE
 DO0038'CENTERLINE OF GILBERT STREET, AND 2 FEET EAST OF THE SIDEWALK LEADING
 DO0038'TO THE SOUTH ENTRANCE.  A STANDARD DISK, STAMPED HENRIETTA 917.131
 DO0038'1932 AND SET IN THE TOP OF A CONCRETE POST.
 DO0038
 DO0038                          STATION RECOVERY (1953)
 DO0038
 DO0038'RECOVERY NOTE BY AMERICAN T AND T CO 1953
 DO0038'MARK NOT FOUND.
 DO0038
 DO0038                          STATION RECOVERY (1984)
 DO0038
 DO0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0038'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HENRIETTA,
 DO0038'IN THE CENTER OF THE SOUTH EDGE OF THE COURTHOUSE LAWN AT THE
 DO0038'INTERSECTION OF N MAIN STREET AND W GILBERT STREETS, 50.3 METERS
 DO0038'(165.0 FT) EAST OF THE CENTERLINE OF N MAIN, 23.5 METERS (77.1 FT)
 DO0038'SOUTH OF THE CENTER OF THE SOUTH ENTRANCE TO THE COURTHOUSE,
 DO0038'10.1 METERS (33.1 FT) NORTH OF THE CENTERLINE OF W GILBERT, 0.9 METERS
 DO0038'(3.0 FT) NORTH OF THE NORTH CURB OF WEST GILBERT, AND 0.5 METERS
 DO0038'(1.6 FT) EAST OF THE EAST EDGE OF A SIDE WALK.
 DO0038'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 DO0038
 DO0038                          STATION RECOVERY (2003)
 DO0038
 DO0038'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 DO0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0944 ***********************************************************************
 DO0944  DESIGNATION -  HENRIETTA
 DO0944  PID         -  DO0944
 DO0944  STATE/COUNTY-  TX/CLAY
 DO0944  USGS QUAD   -  HENRIETTA (1984)
 DO0944
 DO0944                         *CURRENT SURVEY CONTROL
 DO0944  ___________________________________________________________________
 DO0944* NAD 83(1993)-  33 49 12.88651(N)    098 11 41.43438(W)     ADJUSTED  
 DO0944* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 DO0944  ___________________________________________________________________
 DO0944  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 DO0944  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DO0944
 DO0944  HORZ ORDER  -  SECOND
 DO0944
 DO0944.The horizontal coordinates were established by classical geodetic methods
 DO0944.and adjusted by the National Geodetic Survey in February 1996..
 DO0944
 DO0944.The orthometric height was scaled from a topographic map.
 DO0944
 DO0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0944
 DO0944.The geoid height was determined by GEOID03.
 DO0944
 DO0944;                    North         East     Units Scale Factor Converg.
 DO0944;SPC TXNC     - 2,238,859.869   628,250.018   MT  0.99996244   +0 09 59.2
 DO0944;SPC TXNC     - 7,345,326.09  2,061,183.60   sFT  0.99996244   +0 09 59.2
 DO0944;UTM  14      - 3,742,516.940   574,511.707   MT  0.99966844   +0 26 53.4
 DO0944
 DO0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0944!SPC TXNC     -   0.99996236  x   0.99996244  =   0.99992480
 DO0944!UTM  14      -   0.99996236  x   0.99966844  =   0.99963081
 DO0944
 DO0944|---------------------------------------------------------------------|
 DO0944| PID    Reference Object                     Distance      Geod. Az  |
 DO0944|                                                           dddmmss.s |
 DO0944| DO0661 HENRIETTA MUNICIPAL TANK             16.765 METERS 07014     |
 DO0944| DO0664 ATT CO RELAY TOWER KKO 30           APPROX.21.8 KM 1313811.7 |
 DO0944| CX8262 HENRIETTA RM 1                       39.117 METERS 15046     |
 DO0944| DO0659 HENRIETTA COURTHOUSE                474.956 METERS 1911948.8 |
 DO0944| CX8263 HENRIETTA RM 2                       36.252 METERS 29032     |
 DO0944| DO0702 JOLLY                               APPROX.16.8 KM 3015521.1 |
 DO0944|---------------------------------------------------------------------|
 DO0944
 DO0944                          SUPERSEDED SURVEY CONTROL
 DO0944
 DO0944  NAD 83(1993)-  33 49 12.88678(N)    098 11 41.43371(W) AD(       ) 2
 DO0944  NAD 83(1986)-  33 49 12.88990(N)    098 11 41.42148(W) AD(       ) 2
 DO0944  NAD 27      -  33 49 12.52967(N)    098 11 40.25629(W) AD(       ) 2
 DO0944
 DO0944.Superseded values are not recommended for survey control.
 DO0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0944.See file dsdata.txt to determine how the superseded data were derived.
 DO0944
 DO0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC7451242517(NAD 83)
 DO0944_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0944_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0944
 DO0944  HISTORY     - Date     Condition        Report By
 DO0944  HISTORY     - 1966     MONUMENTED       CGS
 DO0944
 DO0944                          STATION DESCRIPTION
 DO0944
 DO0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DO0944'THE STATION IS LOCATED IN THE NORTH RESIDENTIAL SECTION OF HENRIETTA
 DO0944'AND AT THE SITE OF THE MUNICIPAL WATER TANK.
 DO0944'
 DO0944'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 DO0944'SQUARE IN HENRIETTA, GO NORTH ON N. BRIDGE STREET FOR 0.25 MILE TO
 DO0944'THE WATER TANK AND THE STATION ON THE RIGHT.
 DO0944'
 DO0944'STATION MARK IS A STANDARD DISK STAMPED HENRIETTA 1965, SET IN THE
 DO0944'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, FLUSH WITH THE
 DO0944'SURFACE.  IT IS 156.5 FEET NORTH-EAST OF A WATER HYDRANT AT THE
 DO0944'NORTHEAST CORNER OF THE INTERSECTION OF N. BRIDGE STREET AND
 DO0944'E. COMMERCE AND 31 FEET WEST OF THE NORTHWEST CORNER OF THE
 DO0944'CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF THE WATER TANK.
 DO0944'
 DO0944'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HENRIETTA NO 1
 DO0944'1965, IS SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0944'DIAMETER, FLUSH WITH THE SURFACE.  IT IS 24 FEET NORTH OF THE
 DO0944'CENTERLINE OF E. COMMERCE, 8.5 FEET WEST OF THE WEST ONE OF TWO
 DO0944'TREES AND 2 FEET NORTHEAST OF A TELEPHONE POLE.
 DO0944'
 DO0944'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HENRIETTA NO 2
 DO0944'1965, IS SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0944'DIAMETER, FLUSH WITH THE SURFACE.  IT IS 26 FEET EAST OF THE
 DO0944'CENTERLINE OF N. BRIDGE STREET AND 2 FEET SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0659 ***********************************************************************
 DO0659  DESIGNATION -  HENRIETTA COURTHOUSE
 DO0659  PID         -  DO0659
 DO0659  STATE/COUNTY-  TX/CLAY
 DO0659  USGS QUAD   -  HENRIETTA (1984)
 DO0659
 DO0659                         *CURRENT SURVEY CONTROL
 DO0659  ___________________________________________________________________
 DO0659* NAD 83(1993)-  33 48 57.77170(N)    098 11 45.06269(W)     ADJUSTED  
 DO0659* NAVD 88     -                                                        
 DO0659  ___________________________________________________________________
 DO0659  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 DO0659  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DO0659
 DO0659  HORZ ORDER  -  THIRD
 DO0659
 DO0659.The horizontal coordinates were established by classical geodetic methods
 DO0659.and adjusted by the National Geodetic Survey in February 1996..
 DO0659
 DO0659
 DO0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0659
 DO0659.The geoid height was determined by GEOID03.
 DO0659
 DO0659;                    North         East     Units Scale Factor Converg.
 DO0659;SPC TXNC     - 2,238,393.918   628,158.063   MT  0.99996146   +0 09 57.2
 DO0659;SPC TXNC     - 7,343,797.38  2,060,881.91   sFT  0.99996146   +0 09 57.2
 DO0659;UTM  14      - 3,742,050.679   574,422.070   MT  0.99966828   +0 26 51.2
 DO0659
 DO0659                          SUPERSEDED SURVEY CONTROL
 DO0659
 DO0659  NAD 83(1993)-  33 48 57.77172(N)    098 11 45.06208(W) AD(       ) 4
 DO0659  NAD 83(1986)-  33 48 57.77355(N)    098 11 45.04999(W) AD(       ) 4
 DO0659  NAD 27      -  33 48 57.42400(N)    098 11 43.88100(W) AD(       ) 3
 DO0659
 DO0659.Superseded values are not recommended for survey control.
 DO0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0659.See file dsdata.txt to determine how the superseded data were derived.
 DO0659
 DO0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC7442242051(NAD 83)
 DO0659_MARKER: 87 = DOME
 DO0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO0659+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 DO0659
 DO0659  HISTORY     - Date     Condition        Report By
 DO0659  HISTORY     - 1902     FIRST OBSERVED   CGS
 DO0659  HISTORY     - 1944     GOOD             CGS
 DO0659  HISTORY     - 1950     GOOD             CGS
 DO0659  HISTORY     - 1955     GOOD             CGS
 DO0659  HISTORY     - 1965     GOOD             CGS
 DO0659  HISTORY     - 1966     GOOD             USGS
 DO0659  HISTORY     - 20030907 GOOD             USPSQD
 DO0659  HISTORY     - 20050518 GOOD             USPSQD
 DO0659
 DO0659                          STATION DESCRIPTION
 DO0659
 DO0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (HJB)
 DO0659'THE STATION WAS NOT DESCRIBED WHEN ESTABLISHED.  A DESCRIPTION
 DO0659'FOLLOWS--
 DO0659'
 DO0659'THE DOME ATOP THE CENTER OF THE COURTHOUSE IN HENRIETTA, AT THE
 DO0659'SW CORNER OF BRIDGE AND IKARD STREETS.
 DO0659
 DO0659                          STATION RECOVERY (1950)
 DO0659
 DO0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DO0659'THE CLAY COUNTY COURTHOUSE STILL STANDS IN GOOD CONDITION.
 DO0659
 DO0659                          STATION RECOVERY (1955)
 DO0659
 DO0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HWH)
 DO0659'STATION RECOVERED IN GOOD CONDITION.
 DO0659
 DO0659                          STATION RECOVERY (1965)
 DO0659
 DO0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0659'THE STATION WAS RECOVERED AS DESCRIBED IN 1950 AND FOUND
 DO0659'IN GOOD CONDITION.
 DO0659
 DO0659                          STATION RECOVERY (1966)
 DO0659
 DO0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0659'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33098-1, STATION 1007.
 DO0659'
 DO0659'RECOVERED AS DESCRIBED.
 DO0659
 DO0659                          STATION RECOVERY (2003)
 DO0659
 DO0659'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 DO0659'RECOVERED IN GOOD CONDITION.
 DO0659
 DO0659                          STATION RECOVERY (2005)
 DO0659
 DO0659'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DO0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0661 ***********************************************************************
 DO0661  DESIGNATION -  HENRIETTA MUNICIPAL TANK
 DO0661  PID         -  DO0661
 DO0661  STATE/COUNTY-  TX/CLAY
 DO0661  USGS QUAD   -  HENRIETTA (1984)
 DO0661
 DO0661                         *CURRENT SURVEY CONTROL
 DO0661  ___________________________________________________________________
 DO0661* NAD 83(1993)-  33 49 13.07046(N)    098 11 40.82085(W)     ADJUSTED  
 DO0661* NAVD 88     -                                                        
 DO0661  ___________________________________________________________________
 DO0661  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 DO0661  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DO0661
 DO0661  HORZ ORDER  -  THIRD
 DO0661
 DO0661.The horizontal coordinates were established by classical geodetic methods
 DO0661.and adjusted by the National Geodetic Survey in February 1996..
 DO0661
 DO0661
 DO0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0661
 DO0661.The geoid height was determined by GEOID03.
 DO0661
 DO0661;                    North         East     Units Scale Factor Converg.
 DO0661;SPC TXNC     - 2,238,865.582   628,265.778   MT  0.99996245   +0 09 59.5
 DO0661;SPC TXNC     - 7,345,344.83  2,061,235.31   sFT  0.99996245   +0 09 59.5
 DO0661;UTM  14      - 3,742,522.729   574,527.435   MT  0.99966847   +0 26 53.7
 DO0661
 DO0661                          SUPERSEDED SURVEY CONTROL
 DO0661
 DO0661  NAD 83(1993)-  33 49 13.07073(N)    098 11 40.82018(W) AD(       ) 4
 DO0661  NAD 83(1986)-  33 49 13.07399(N)    098 11 40.80801(W) AD(       ) 4
 DO0661  NAD 27      -  33 49 12.71365(N)    098 11 39.64270(W) AD(       ) 3
 DO0661
 DO0661.Superseded values are not recommended for survey control.
 DO0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0661.See file dsdata.txt to determine how the superseded data were derived.
 DO0661
 DO0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC7452742523(NAD 83)
 DO0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO0661+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 DO0661
 DO0661  HISTORY     - Date     Condition        Report By
 DO0661  HISTORY     - 1965     MONUMENTED       CGS
 DO0661  HISTORY     - 1969     GOOD             CGS
 DO0661  HISTORY     - 20030907 GOOD             USPSQD
 DO0661  HISTORY     - 20050518 GOOD             USPSQD
 DO0661
 DO0661                          STATION DESCRIPTION
 DO0661
 DO0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0661'THE STATION IS THE CENTER OF THE TOP OF A DOUBLE ELLIPSOIDAL
 DO0661'ELEVATED TANK, SUPPORTED BY SIX LEGS AND HAS AN OVERALL HEIGHT OF
 DO0661'135 FEET.  IT IS LOCATED AT THE INTERSECTION OF COMMERCE AND BRIDGE
 DO0661'STREETS AT THE NORTH EDGE OF TOWN.
 DO0661'
 DO0661'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DO0661'HENRIETTA, THE DISTANCE BEING 16.766 METERS, (55.01) FEET EAST
 DO0661'NORTHEAST OF STATION HENRIETTA.
 DO0661
 DO0661                          STATION RECOVERY (1969)
 DO0661
 DO0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DO0661'RECOVERED IN GOOD CONDITION.
 DO0661
 DO0661                          STATION RECOVERY (2003)
 DO0661
 DO0661'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 DO0661'RECOVERED IN GOOD CONDITION.
 DO0661
 DO0661                          STATION RECOVERY (2005)
 DO0661
 DO0661'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DO0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0945 ***********************************************************************
 CU0945  DESIGNATION -  HENRY
 CU0945  PID         -  CU0945
 CU0945  STATE/COUNTY-  TX/COKE
 CU0945  USGS QUAD   -  BLACKWELL SW (1987)
 CU0945
 CU0945                         *CURRENT SURVEY CONTROL
 CU0945  ___________________________________________________________________
 CU0945* NAD 83(1993)-  32 04 20.25687(N)    100 22 37.95819(W)     ADJUSTED  
 CU0945* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 CU0945  ___________________________________________________________________
 CU0945  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 CU0945  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CU0945
 CU0945  HORZ ORDER  -  FIRST
 CU0945
 CU0945.The horizontal coordinates were established by classical geodetic methods
 CU0945.and adjusted by the National Geodetic Survey in February 1996..
 CU0945
 CU0945.The orthometric height was scaled from a topographic map.
 CU0945
 CU0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0945
 CU0945.The geoid height was determined by GEOID03.
 CU0945
 CU0945;                    North         East     Units Scale Factor Converg.
 CU0945;SPC TX C     - 3,266,694.812   695,856.922   MT  1.00005623   -0 01 21.4
 CU0945;SPC TX C     -10,717,481.23  2,282,990.58   sFT  1.00005623   -0 01 21.4
 CU0945;SPC TXNC     - 2,046,565.175   422,762.131   MT  1.00001747   -1 01 25.8
 CU0945;SPC TXNC     - 6,714,439.24  1,387,012.09   sFT  1.00001747   -1 01 25.8
 CU0945;UTM  14      - 3,549,278.574   370,011.768   MT  0.99980838   -0 43 53.0
 CU0945
 CU0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0945!SPC TX C     -   0.99989627  x   1.00005623  =   0.99995250
 CU0945!SPC TXNC     -   0.99989627  x   1.00001747  =   0.99991374
 CU0945!UTM  14      -   0.99989627  x   0.99980838  =   0.99970467
 CU0945
 CU0945:                Primary Azimuth Mark                     Grid Az
 CU0945:SPC TX C     -  HENRY AZ MK                              000 45 59.8
 CU0945:SPC TXNC     -  HENRY AZ MK                              001 46 04.2
 CU0945:UTM  14      -  HENRY AZ MK                              001 28 31.4
 CU0945
 CU0945|---------------------------------------------------------------------|
 CU0945| PID    Reference Object                     Distance      Geod. Az  |
 CU0945|                                                           dddmmss.s |
 CU0945| CX8268 HENRY AZ MK                                        0004438.4 |
 CU0945| CX8269 HENRY RM 1                           22.486 METERS 19132     |
 CU0945| CX8270 HENRY RM 2                           21.898 METERS 30537     |
 CU0945|---------------------------------------------------------------------|
 CU0945
 CU0945                          SUPERSEDED SURVEY CONTROL
 CU0945
 CU0945  NAD 83(1986)-  32 04 20.26186(N)    100 22 37.94519(W) AD(       ) 1
 CU0945  NAD 27      -  32 04 19.77700(N)    100 22 36.59400(W) AD(       ) 1
 CU0945
 CU0945.Superseded values are not recommended for survey control.
 CU0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0945.See file dsdata.txt to determine how the superseded data were derived.
 CU0945
 CU0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA7001249279(NAD 83)
 CU0945_MARKER: DS = TRIANGULATION STATION DISK
 CU0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0945_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0945
 CU0945  HISTORY     - Date     Condition        Report By
 CU0945  HISTORY     - 1935     MONUMENTED       CGS
 CU0945  HISTORY     - 1937     GOOD             TXHD
 CU0945
 CU0945                          STATION DESCRIPTION
 CU0945
 CU0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0945'STATION IS LOCATED ALONG A SECTION LINE ROAD 3-1/2 MILES
 CU0945'WSW OF BLACKWELL, 12 MILES SSE OF MARYNEAL, AND 13-1/4 MILES
 CU0945'NNW OF BRONTE, ON THE PROPERTY OF C.J. HENRY.  MARK IS SET
 CU0945'36 FEET LEFT (E) OF CENTER LINE OF ROAD, AND 14 FEET E OF
 CU0945'E RIGHT-OF-WAY FENCE RUNNING N AND S.
 CU0945'
 CU0945'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CU0945'BRONZE DISKS SET IN CONCRETE.
 CU0945'
 CU0945'REFERENCE MARK NO. 1 IS SE OF STATION, SET IN E RIGHT-OF-WAY
 CU0945'FENCE.
 CU0945'
 CU0945'REFERENCE MARK NO. 2 IS NNW OF STATION, SET IN W RIGHT-OF-WAY
 CU0945'FENCE.
 CU0945'
 CU0945'AZIMUTH MARK IS REACHED FROM STATION BY GOING SE ON ROAD FROM
 CU0945'STATION AND MARK SET 40 FEET LEFT OF CENTER LINE OF ROAD,
 CU0945'FOR 0.5 MILE.
 CU0945'
 CU0945'STATION IS REACHED FROM THE POST OFFICE IN BLACKWELL BY
 CU0945'GOING W ON THE MAIN STREET AND ROAD 1.4 MILES, OR 0.2 MILE
 CU0945'AFTER CROSSING STEEL BRIDGE, AND TURN LEFT AT T-JUNCTION.
 CU0945'PROCEED 0.2 MILE AND TURN RIGHT (W) ON T-ROAD.  CONTINUE 2.0
 CU0945'MILES AND TURN LEFT AT CROSSROADS JUST BEYOND TOP OF GRADE.
 CU0945'GO S 0.7 MILE TO TOP OF GRADE AND STATION ON LEFT.
 CU0945'
 CU0945'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CU0945
 CU0945                          STATION RECOVERY (1937)
 CU0945
 CU0945'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CU0945'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 CU0945'REFERENCE MARK NO. 1 IS HOWEVER, S OF STATION AND AZIMUTH
 CU0945'IS 0.5 MILE N OF STATION AND 40 FEET E OF CENTER LINE OF
 CU0945'ROAD.  DESCRIPTION FOR LOCATING STATION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0658 ***********************************************************************
 DO0658  DESIGNATION -  HENRY
 DO0658  PID         -  DO0658
 DO0658  STATE/COUNTY-  TX/CLAY
 DO0658  USGS QUAD   -  DICKWORSHAM (1984)
 DO0658
 DO0658                         *CURRENT SURVEY CONTROL
 DO0658  ___________________________________________________________________
 DO0658* NAD 83(1993)-  33 48 54.46980(N)    098 03 35.10810(W)     ADJUSTED  
 DO0658* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 DO0658  ___________________________________________________________________
 DO0658  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 DO0658  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DO0658
 DO0658  HORZ ORDER  -  SECOND
 DO0658
 DO0658.The horizontal coordinates were established by classical geodetic methods
 DO0658.and adjusted by the National Geodetic Survey in February 1996..
 DO0658
 DO0658.The orthometric height was scaled from a topographic map.
 DO0658
 DO0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0658
 DO0658.The geoid height was determined by GEOID03.
 DO0658
 DO0658;                    North         East     Units Scale Factor Converg.
 DO0658;SPC TXNC     - 2,238,336.829   640,758.392   MT  0.99996125   +0 14 24.4
 DO0658;SPC TXNC     - 7,343,610.08  2,102,221.49   sFT  0.99996125   +0 14 24.4
 DO0658;UTM  14      - 3,742,055.700   587,018.989   MT  0.99969335   +0 31 23.9
 DO0658
 DO0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0658!SPC TXNC     -   0.99995824  x   0.99996125  =   0.99991949
 DO0658!UTM  14      -   0.99995824  x   0.99969335  =   0.99965160
 DO0658
 DO0658|---------------------------------------------------------------------|
 DO0658| PID    Reference Object                     Distance      Geod. Az  |
 DO0658|                                                           dddmmss.s |
 DO0658| CX8273 HENRY RM 2                           18.855 METERS 00259     |
 DO0658| DO0655 STANFIELD CONTINENTAL PIPE MOCROWAV APPROX.17.3 KM 0061508.5 |
 DO0658| EL0959 RYAN MUNICIPAL TANK                 APPROX.25.5 KM 0233504.1 |
 DO0658| DN1414 TERRAL MUNICIPAL TANK               APPROX.14.6 KM 0511544.0 |
 DO0658| DO0664 ATT CO RELAY TOWER KKO 30           APPROX.14.4 KM 1645119.5 |
 DO0658| CX8271 HENRY AZ MK                                        2635832.2 |
 DO0658| CX8272 HENRY RM 1                           18.410 METERS 26708     |
 DO0658| DO0659 HENRIETTA COURTHOUSE                APPROX.12.6 KM 2703001.6 |
 DO0658|---------------------------------------------------------------------|
 DO0658
 DO0658                          SUPERSEDED SURVEY CONTROL
 DO0658
 DO0658  NAD 83(1993)-  33 48 54.46993(N)    098 03 35.10735(W) AD(       ) 2
 DO0658  NAD 83(1986)-  33 48 54.47310(N)    098 03 35.09553(W) AD(       ) 2
 DO0658  NAD 27      -  33 48 54.11009(N)    098 03 33.95087(W) AD(       ) 2
 DO0658
 DO0658.Superseded values are not recommended for survey control.
 DO0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0658.See file dsdata.txt to determine how the superseded data were derived.
 DO0658
 DO0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC8701942056(NAD 83)
 DO0658_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0658_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0658
 DO0658  HISTORY     - Date     Condition        Report By
 DO0658  HISTORY     - 1966     MONUMENTED       CGS
 DO0658
 DO0658                          STATION DESCRIPTION
 DO0658
 DO0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DO0658'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHWEST OF
 DO0658'TERRAL, OKLAHOMA, 7 MILES EAST OF HENRIETTA AND 7 MILES WEST OF
 DO0658'RINGGOLD ON A LOW, GRASSY, NORTH-SOUTH RIDGE.  THE PROPERTY IS
 DO0658'OWNED BY MR. BRAYNT EDWARDS WHO LIVES 1/2 MILE NORTHWEST OF THE
 DO0658'STATION.
 DO0658'
 DO0658'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND 287
 DO0658'AT THE EAST EDGE OF HENRIETTA, GO EAST ON U.S. HIGHWAY 82 FOR 5.85
 DO0658'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON
 DO0658'U.S. HIGHWAY 82 FOR 0.95 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 DO0658'LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.1 MILE TO A GATE ON THE
 DO0658'RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE, AND GO
 DO0658'NORTHEASTERLY ON A TRACK ROAD FOR 0.25 MILE TO A POND.  FOLLOW
 DO0658'THE TRACK ROAD EAST FOR 0.2 MILE TO A FENCE CORNER, THENCE
 DO0658'SOUTHEASTERLY ON A TRACK ROAD FOR 0.15 MILE TO A GATE IN A
 DO0658'NORTH-SOUTH FENCE.  PASS THROUGH THE GATE AND CONTINUE
 DO0658'SOUTHEASTERLY ACROSS COUNTRY FOR 0.2 MILE TO THE HIGHEST PART OF
 DO0658'THE RIDGE AND THE STATION.
 DO0658'
 DO0658'THE STATION MARK IS A STANDARD DISK, STAMPED HENRY 1965, SET IN THE
 DO0658'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0658'2 INCHES ABOVE THE GROUND.  IT IS 12.3 FEET NORTH OF A WITNESS
 DO0658'POST.
 DO0658'
 DO0658'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HENRY NO 1 1965, SET
 DO0658'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0658'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS ON THE WEST SLOPE OF
 DO0658'OF THE RIDGE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 DO0658'
 DO0658'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HENRY NO 2 1965, SET
 DO0658'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DO0658'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 109 FEET SOUTH OF A
 DO0658'IRON PIPE THAT PROJECTS 4 FEET ABOVE THE GROUND AND AT ABOUT THE
 DO0658'SAME ELEVATION AS THE STATION.
 DO0658'
 DO0658'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HENRY 1965, SET IN THE
 DO0658'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0658'4 INCHES ABOVE THE GROUND.  IT IS 49 FEET SOUTH OF THE CENTERLINE
 DO0658'OF U.S. HIGHWAY 82, 2.2 FEET EAST OF A POWER LINE POLE, 2 FEET
 DO0658'WEST-NORTHWEST OF A WITNESS POST AND 0.5 FEET NORTH OF THE SOUTH
 DO0658'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3114 ***********************************************************************
 CS3114  DESIGNATION -  HENSEN
 CS3114  PID         -  CS3114
 CS3114  STATE/COUNTY-  TX/JOHNSON
 CS3114  USGS QUAD   -  GODLEY (1979)
 CS3114
 CS3114                         *CURRENT SURVEY CONTROL
 CS3114  ___________________________________________________________________
 CS3114* NAD 83(1993)-  32 25 46.05869(N)    097 33 23.75193(W)     ADJUSTED  
 CS3114* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 CS3114  ___________________________________________________________________
 CS3114  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CS3114  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CS3114
 CS3114  HORZ ORDER  -  FIRST
 CS3114
 CS3114.The horizontal coordinates were established by classical geodetic methods
 CS3114.and adjusted by the National Geodetic Survey in February 1996..
 CS3114
 CS3114.The orthometric height was scaled from a topographic map.
 CS3114
 CS3114.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3114
 CS3114.The geoid height was determined by GEOID03.
 CS3114
 CS3114;                    North         East     Units Scale Factor Converg.
 CS3114;SPC TXNC     - 2,084,985.516   688,719.723   MT  0.99993116   +0 30 52.3
 CS3114;SPC TXNC     - 6,840,489.98  2,259,574.62   sFT  0.99993116   +0 30 52.3
 CS3114;UTM  14      - 3,588,956.562   635,703.892   MT  0.99982709   +0 46 27.0
 CS3114
 CS3114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3114!SPC TXNC     -   0.99995460  x   0.99993116  =   0.99988576
 CS3114!UTM  14      -   0.99995460  x   0.99982709  =   0.99978170
 CS3114
 CS3114|---------------------------------------------------------------------|
 CS3114| PID    Reference Object                     Distance      Geod. Az  |
 CS3114|                                                           dddmmss.s |
 CS3114| CY2103 HENSEN RM 1                          25.348 METERS 03103     |
 CS3114| CY2102 HENSEN AZ MK                                       1004716.5 |
 CS3114| CY2104 HENSEN RM 2                          26.170 METERS 15139     |
 CS3114| CS3121 SNIDER                              APPROX.13.8 KM 2764425.8 |
 CS3114|---------------------------------------------------------------------|
 CS3114
 CS3114                          SUPERSEDED SURVEY CONTROL
 CS3114
 CS3114  NAD 83(1986)-  32 25 46.06251(N)    097 33 23.73202(W) AD(       ) 1
 CS3114  NAD 27      -  32 25 45.55500(N)    097 33 22.64800(W) AD(       ) 1
 CS3114
 CS3114.Superseded values are not recommended for survey control.
 CS3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3114.See file dsdata.txt to determine how the superseded data were derived.
 CS3114
 CS3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA3570488957(NAD 83)
 CS3114_MARKER: DD = SURVEY DISK
 CS3114_SETTING: 0 = UNSPECIFIED SETTING
 CS3114
 CS3114  HISTORY     - Date     Condition        Report By
 CS3114  HISTORY     - 1946     MONUMENTED       CGS
 CS3114  HISTORY     - 1953     GOOD             CGS
 CS3114  HISTORY     - 1961     GOOD             USGS
 CS3114  HISTORY     - 1969     GOOD             CGS
 CS3114  HISTORY     - 19940329 GOOD             USPSQD
 CS3114
 CS3114                          STATION DESCRIPTION
 CS3114
 CS3114'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3114'STATION IS LOCATED ABOUT 3 MILES SW OF THE SMALL VILLAGE
 CS3114'OF GODLEY, AND ON LAND OWNED BY THE GREAT SOUTHERN LIFE
 CS3114'INSURANCE COMPANY AND LEASED BY I.K. HENSEN.  IT IS 95 FEET
 CS3114'W OF THE W EDGE OF THE FARMHOUSE, 48 FEET E OF THE BARNYARD
 CS3114'BOARD FENCE, AND 6 FEET SW OF A WHITE WOODEN WITNESS POST.
 CS3114'
 CS3114'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3114'IN THE TOP OF CONCRETE POSTS.  STATION DISK IS STAMPED HENSEN
 CS3114'1946 AND PROJECTS 2 INCHES.
 CS3114'
 CS3114'REFERENCE MARK 1 IS NE OF THE STATION, 83.16 FEET.  IT IS
 CS3114'63 FEET NW OF THE NW CORNER OF FARMHOUSE AND 1 FOOT S OF
 CS3114'FENCE LINE.  IT IS A BRONZE REFERENCE DISK, STAMPED HENSEN
 CS3114'NO 1 1946 AND SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS
 CS3114'2 INCHES.
 CS3114'
 CS3114'REFERENCE MARK 2 IS SSE OF THE STATION, 85.86 FEET.  IT IS
 CS3114'13 FEET S OF A FARMHOUSE DRIVEWAY AND 1 FOOT N OF AN E-W
 CS3114'FENCE LINE.  IT IS A BRONZE REFERENCE DISK, STAMPED HENSEN
 CS3114'NO 2 1946 AND SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS
 CS3114'2 INCHES.
 CS3114'
 CS3114'AZIMUTH MARK IS 0.35 MILE ESE OF THE STATION, 22 FEET W OF
 CS3114'THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD, 5 FEET N
 CS3114'OF A WHITE WOODEN WITNESS POST, AND 1 FOOT W OF A N-S
 CS3114'FENCE LINE.  THE MARK IS ON THE E EDGE OF A CULTIVATED FIELD.
 CS3114'IT IS A BRONZE AZIMUTH DISK, STAMPED HENSEN 1946 AND SET
 CS3114'IN THE TOP OF A CONCRETE POST.  IT PROJECTS ABOUT 3 INCHES.
 CS3114'
 CS3114'TO REACH THE STATION FROM THE RAILWAY DEPOT IN GODLEY, GO
 CS3114'S FOR 0.8 MILE, TURN RIGHT WITH ROAD AND GO W FOR 0.9 MILE,
 CS3114'TURN LEFT WITH ROAD AND GO S FOR 0.4 MILE, TURN RIGHT WITH
 CS3114'ROAD AND GO W FOR 0.5 MILE, TURN LEFT WITH ROAD AND GO S
 CS3114'FOR 0.1 MILE TO GATE ON RIGHT AND MR. HENSENS MAILBOX.  PASS
 CS3114'THROUGH GATE AND GO W FOR 0.4 MILE TO MR. HENSENS HOUSE AND
 CS3114'STATION AS DESCRIBED.
 CS3114'
 CS3114'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CS3114
 CS3114                          STATION RECOVERY (1953)
 CS3114
 CS3114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3114'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION..
 CS3114'ORIGINAL DESCRIPTION STILL APPLIES.  THE PROPERTY IS NOW
 CS3114'OWNED AND OCCUPIED BY R.L. SMELLEY.  THE BUILDINGS AT THE
 CS3114'STATION HAVE BEEN CHANGED.  THE STATION IS ABOUT 200 YARDS
 CS3114'W OF THE NEW FARMHOUSE.  IT IS ABOUT 10 FEET N OF A SMALL
 CS3114'TOOL HOUSE, NEAR THE MIDDLE OF THE OPEN BARN YARD, A FLUSH
 CS3114'MARK.
 CS3114'
 CS3114'R.M. NO. 1 IS NE OF THE STATION, 1 FOOT S OF A FENCE AND IS
 CS3114'A FLUSH MARK, E OF TWO TANKS.
 CS3114'
 CS3114'R.M. NO. 2 IS IN THE FENCE LINE 27 FEET SW OF THE WELL.
 CS3114
 CS3114                          STATION RECOVERY (1961)
 CS3114
 CS3114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS3114'STATION IS LOCATED ABOUT 3 MILES SW OF THE TOWN OF GODLEY,
 CS3114'AND ON THE LAND OWNED BY THE GREAT SOUTHERN LIFE INSURANCE
 CS3114'COMPANY AND LEASED BY I.K. HENSEN.  IT IS ABOUT 30 FT. N. OF
 CS3114'A SMALL GRAIN SHED, 48 FT. E. OF THE BARNYARD BOARD FENCE,
 CS3114'AND IS IN THE BARN YARD.  A STANDARD TABLET SET IN A CONCRETE
 CS3114'POST, STAMPED HENSEN 1946, WHICH PROJECTS 2 INCHES ABOVE
 CS3114'THE GROUND.
 CS3114
 CS3114                          STATION RECOVERY (1969)
 CS3114
 CS3114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS3114'STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS3114'IN GOOD CONDITION.  AZIMUTH MARK WAS FOUND TO BE IN POOR
 CS3114'CONDITION.  THE MARK IS LEANING DUE TO EROSION.
 CS3114'
 CS3114'TO REACH STATION FROM THE POST OFFICE IN GODLEY, GO SOUTH
 CS3114'ON FM HIGHWAY 917 FOR 0.1 MILE TO STATE HIGHWAY 171.  TURN
 CS3114'LEFT ON STATE HIGHWAY 171, GO 0.3 MILE TO A SIDE ROAD ON
 CS3114'THE RIGHT.  TURN RIGHT, SOUTH, GO 0.5 MILE TO A T-ROAD JUNCTION.
 CS3114'TURN RIGHT, GO WEST AND SOUTH FOR 1.25 MILES TO A T-ROAD
 CS3114'JUNCTION.  TURN RIGHT, GO 0.55 MILE TO A GATE ON THE RIGHT.
 CS3114'PASS THROUGH GATE, GO 0.35 MILE TO TOP OF HILL AND STATION
 CS3114'IN A BARN YARD.  STATION MARK IS ABOUT 50 FEET EAST OF A
 CS3114'LOT FENCE AND 60 FEET NORTH OF A LOT FENCE.  REFERENCE MARK
 CS3114'NO. 1 IS ABOUT 60 FEET SOUTHEAST OF A MILK HOUSE.  REFERENCE
 CS3114'MARK NO. 2 IS AT THE LOT FENCE TO THE SOUTH.  AZIMUTH MARK
 CS3114'IS 0.1 MILE SOUTH OF THE GATE WHICH IS 0.35 MILE EAST OF
 CS3114'STATION AND IS UNDER THE WEST RIGHT-OF-WAY FENCE.
 CS3114'
 CS3114'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 CS3114'MILES SOUTHWEST OF GODLEY.
 CS3114
 CS3114                          STATION RECOVERY (1994)
 CS3114
 CS3114'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1139 ***********************************************************************
 CS1139  DESIGNATION -  HENSLEY
 CS1139  PID         -  CS1139
 CS1139  STATE/COUNTY-  TX/DALLAS
 CS1139  USGS QUAD   -  DUNCANVILLE (1981)
 CS1139
 CS1139                         *CURRENT SURVEY CONTROL
 CS1139  ___________________________________________________________________
 CS1139* NAD 83(1993)-  32 44 33.21382(N)    096 57 56.74511(W)     ADJUSTED  
 CS1139* NAVD 88     -       146.950  (meters)     482.12   (feet)  ADJUSTED  
 CS1139  ___________________________________________________________________
 CS1139  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 CS1139  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CS1139  DYNAMIC HT  -         146.781 (meters)     481.56  (feet)  COMP
 CS1139  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 CS1139
 CS1139  HORZ ORDER  -  FIRST
 CS1139  VERT ORDER  -  FIRST     CLASS II
 CS1139
 CS1139.The horizontal coordinates were established by classical geodetic methods
 CS1139.and adjusted by the National Geodetic Survey in February 1996..
 CS1139
 CS1139.The orthometric height was determined by differential leveling
 CS1139.and adjusted by the National Geodetic Survey in June 1991..
 CS1139
 CS1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1139
 CS1139.The geoid height was determined by GEOID03.
 CS1139
 CS1139.The dynamic height is computed by dividing the NAVD 88
 CS1139.geopotential number by the normal gravity value computed on the
 CS1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1139.degrees latitude (g = 980.6199 gals.).
 CS1139
 CS1139.The modeled gravity was interpolated from observed gravity values.
 CS1139
 CS1139;                    North         East     Units Scale Factor Converg.
 CS1139;SPC TXNC     - 2,120,355.521   743,773.020   MT  0.99988708   +0 50 12.4
 CS1139;SPC TXNC     - 6,956,533.07  2,440,195.32   sFT  0.99988708   +0 50 12.4
 CS1139;UTM  14      - 3,624,578.121   690,596.686   MT  1.00004795   +1 06 02.1
 CS1139
 CS1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1139!SPC TXNC     -   0.99998117  x   0.99988708  =   0.99986825
 CS1139!UTM  14      -   0.99998117  x   1.00004795  =   1.00002912
 CS1139
 CS1139|---------------------------------------------------------------------|
 CS1139| PID    Reference Object                     Distance      Geod. Az  |
 CS1139|                                                           dddmmss.s |
 CS1139| CS2815 HENSLEY FIELD WATER TANK            259.254 METERS 01113     |
 CS1139| CS1140 HENSLEY RM 1                         27.849 METERS 01150     |
 CS1139| CS2817 W DALLAS PWR AND LT CO TANK         APPROX. 3.7 KM 1235246.2 |
 CS1139| CS2813 NAVAL AIR STATION WATER TANK        APPROX. 0.8 KM 1433549.7 |
 CS1139| CS1141 HENSLEY RM 2                         34.045 METERS 25909     |
 CS1139| CS2814 GRAND PRAIRIE N AM AVN PLT TK       APPROX. 1.9 KM 2685815.9 |
 CS1139| CS2916 GRAND PRAIRE W MUNICIPAL TANK       APPROX. 5.2 KM 2700633.5 |
 CS1139| CS2919 GRAND PRAIRE E MUNICIPAL TANK       APPROX. 3.8 KM 2751156.6 |
 CS1139| CS1131 HENSLEY AZ MK                                      3150050.0 |
 CS1139| CS1144 HENSLEY RM 3                         23.732 METERS 33405     |
 CS1139|---------------------------------------------------------------------|
 CS1139
 CS1139                          SUPERSEDED SURVEY CONTROL
 CS1139
 CS1139  NAD 83(1986)-  32 44 33.21957(N)    096 57 56.72765(W) AD(       ) 1
 CS1139  NAD 27      -  32 44 32.74700(N)    096 57 55.70900(W) AD(       ) 1
 CS1139  NGVD 29 (??/??/92)  147.002  (m)          482.29   (f) ADJ UNCH    1 2
 CS1139
 CS1139.Superseded values are not recommended for survey control.
 CS1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1139.See file dsdata.txt to determine how the superseded data were derived.
 CS1139
 CS1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9059724578(NAD 83)
 CS1139_MARKER: DS = TRIANGULATION STATION DISK
 CS1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1139_STAMPING: HENSLEY 1947
 CS1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1139+STABILITY: SURFACE MOTION
 CS1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1139+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 CS1139
 CS1139  HISTORY     - Date     Condition        Report By
 CS1139  HISTORY     - 1947     MONUMENTED       CGS
 CS1139  HISTORY     - 1948     GOOD             CGS
 CS1139  HISTORY     - 1952     GOOD             CGS
 CS1139  HISTORY     - 1952     GOOD             NGS
 CS1139  HISTORY     - 1954     GOOD             CGS
 CS1139  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1139  HISTORY     - 1959     GOOD             CGS
 CS1139  HISTORY     - 1966     GOOD             CGS
 CS1139  HISTORY     - 1966     GOOD             NGS
 CS1139  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 CS1139  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1139  HISTORY     - 20031110 GOOD             USPSQD
 CS1139
 CS1139                          STATION DESCRIPTION
 CS1139
 CS1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1139'THE STATION IS LOCATED AT HENSLEY AIR FIELD, BETWEEN AVENUE
 CS1139'A AND AVENUE B ON THE WEST AND EAST, AND BETWEEN 4TH. AND
 CS1139'5TH. STREETS ON THE NORTH AND SOUTH.  IT IS ABOUT 2 MILES
 CS1139'EAST OF GRAND PRAIRIE, AND ABOUT 10 MILES WEST OF THE CENTER
 CS1139'OF DALLAS.  IT IS 61 FEET WEST-SOUTHWEST OF A POWER POLE
 CS1139'WITH THREE TRANSFORMERS, AND 78 FEET WEST OF THE APPROXIMATE
 CS1139'CENTER OF AVENUE B.  THE DISK IS STAMPED HENSLEY 1947 AND
 CS1139'PROJECTS 5 INCHES.
 CS1139'
 CS1139'REFERENCE MARK NO. 1 IS 91.37 FEET NORTH OF THE STATION,
 CS1139'5 FEET SOUTHWEST OF A LARGE WOODEN WATER TANK, AND 75 FEET
 CS1139'WEST OF AVENUE B.  THE DISK IS STAMPED HENSLEY NO. 1 1947
 CS1139'AND PROJECTS 4 INCHES.
 CS1139'
 CS1139'REFERENCE MARK NO. 2 IS 111.82 FEET WEST-SOUTHWEST OF THE
 CS1139'STATION, 34 FEET EAST OF A LARGE HANGAR, 25 FEET WEST OF,
 CS1139'AND APPROXIMATELY 5 FEET HIGHER THAN THE APPROXIMATE CENTERLINE
 CS1139'OF AVENUE A.  THE DISK IS STAMPED HENSLEY NO. 2 1947 AND
 CS1139'PROJECTS 5 INCHES.
 CS1139'
 CS1139'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTHWEST OF
 CS1139'THE STATION, 1 FOOT NORTH OD THE AIRFIELD FENCE, 60 FEET
 CS1139'SOUTH OF THE CENTERLINE OF JEFFERSON BOULEVARD, AND 2.5 FEET
 CS1139'EAST OF A WHITE WITNESS POST.  THE DISK IS STAMPED HENSLEY
 CS1139'1947 AND PROJECTS 4 INCHES.
 CS1139'
 CS1139'TO REACH THE STATION FROM GRAND PRAIRIE, GO EAST ON JEFFERSON
 CS1139'BOULEVARD, ON THE SOUTH SIDE OF THE RAILROAD TRACKS, FOR
 CS1139'1.9 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CS1139'CONTINUE STRAIGHT AHEAD FOR 0.25 MILES TO THE ENTRANCE GATE
 CS1139'TO HENSLEY FIELD ON THE RIGHT.  HERE TURN RIGHT, PASS THRU
 CS1139'THE GATE AND GO SOUTH ON AVENUE A FOR 0.2 MILE TO THE STATION
 CS1139'ON THE LEFT AS DESCRIBED.
 CS1139'
 CS1139'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CS1139
 CS1139                          STATION RECOVERY (1948)
 CS1139
 CS1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RER)
 CS1139'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS1139
 CS1139                          STATION RECOVERY (1952)
 CS1139
 CS1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CS1139'2.2 MILES EAST ALONG JEFFERSON BOULEVARD FROM THE TEXAS
 CS1139'AND PACIFIC RAILROAD STATION AT GRAND PRAIRIE, 0.2 MILE SOUTH
 CS1139'OF THE ENTRANCE TO HENSLEY AIR BASE, 91 FEET SOUTH OF THE
 CS1139'SOUTH SIDE OF A LARGE WOODEN WATER STORAGE TANK, 39 FEET
 CS1139'SOUTHEAST OF THE NORTHEAST CORNER OF BUILDING 615, 78 FEET
 CS1139'WEST OF THE CENTER LINE OF AVENUE B, A TRIANGULATION STATION
 CS1139'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CS1139'FOOT ABOVE THE GROUND, STAMPED HENSLEY 1947.
 CS1139'
 CS1139'HENSLEY R.M. 1 IS 245 FEET SOUTHEAST OF A FLAGPOLE, 91.3 FEET
 CS1139'NORTH OF TRIANGULATION STATION HENSLEY 1947, 30 FEET NORTHEAST
 CS1139'OF THE SOUTHEAST CORNER OF BUILDING 609, 5 FEET SOUTHWEST
 CS1139'OF THE SOUTHWEST SIDE OF A LARGE WOODEN WATER STORAGE TANK,
 CS1139'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 CS1139'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED HENSLEY
 CS1139'NO. 1 1947.
 CS1139'
 CS1139'HENSLEY R.M. 2 IS 111.8 FEET SOUTHWEST OF TRIANGULATION
 CS1139'STATION HENSLEY 1947, 34 FEET EAST OF THE EAST SIDE OF A
 CS1139'LARGE HANGAR, 25 FEET WEST OF THE CENTER LINE OF AVENUE A,
 CS1139'2 FEET WEST OF A FENCE, A REFERENCE MARK DISK SET IN THE
 CS1139'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 CS1139'HENSLEY NO. 2 1947.
 CS1139'
 CS1139'HENSLEY 1947 AZIMUTH IS 0.35 MILE NORTHWEST OF TRIANGULATION
 CS1139'HENSLEY 1947, 195 FEET SOUTH OF THE SOUTH RAIL OF THE TEXAS
 CS1139'AND PACIFIC RAILROAD, 60 FEET SOUTH OF THE CENTER LINE OF
 CS1139'JEFFERSON AVENUE, 1 FOOT NORTH OF A FENCE, 2 FEET EAST OF
 CS1139'A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A
 CS1139'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CS1139
 CS1139                          STATION RECOVERY (1952)
 CS1139
 CS1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CS1139'2.2 MI E FROM GRAND PRAIRIE.
 CS1139'2.2 MILES EAST ALONG JEFFERSON BOULEVARD FROM THE TEXAS AND PACIFIC
 CS1139'RAILROAD STATION AT GRAND PRAIRIE, 0.2 MILE SOUTH OF THE ENTRANCE TO
 CS1139'HENSLEY AIR BASE, 91 FEET SOUTH OF THE SOUTH SIDE OF A LARGE WOODEN
 CS1139'WATER STORAGE TANK, 39 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 CS1139'BUILDING 615, 78 FEET WEST OF THE CENTER LINE OF AVENUE B, SET IN THE
 CS1139'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CS1139
 CS1139                          STATION RECOVERY (1954)
 CS1139
 CS1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFV)
 CS1139'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK RECOVERED
 CS1139'AS DESCRIBED IN GOOD CONDITION.  STATION MARK IS NOW IN THE
 CS1139'CENTER OF A PAVED PARKING AREA.  THE AZIMUTH MARK IS LOCATED
 CS1139'UNDER A 7 FOOT FENCE AND COULD NOT BE OCCUPIED.
 CS1139
 CS1139                          STATION RECOVERY (1958)
 CS1139
 CS1139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1139'STATION DESTROYED WHEN ASPHALT-COVERED PARKING LOT WAS PUT IN.
 CS1139
 CS1139                          STATION RECOVERY (1959)
 CS1139
 CS1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS1139'STATION AND REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CS1139'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 CS1139'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS1139
 CS1139                          STATION RECOVERY (1966)
 CS1139
 CS1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WSS)
 CS1139'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CS1139'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 CS1139'MARK NO. 1 WAS SEARCHED FOR BUT NOT RECOVERED, SO A NEW
 CS1139'REFERENCE MARK (NO. 3) WAS ESTABLISHED AT THIS TIME.  THE
 CS1139'DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE 0.12 FOOT
 CS1139'SHORTER THAN THE ORIGINAL MEASUREMENT AND THE DIRECTION
 CS1139'TO THE AZIMUTH MARK FAILED TO CHECK BY ABOUT 30 SECONDS.
 CS1139'
 CS1139'THE STATION IS AT THE NAVAL AIR STATION, DALLAS, (HENSLEY
 CS1139'FIELD) IN A PARKING AREA AT THE EAST SIDE OF BUILDING NO.
 CS1139'604, ABOUT 0.2 MILE EAST OF THE NORTH-SOUTH RUNWAY AND 0.1
 CS1139'MILE NORTHEAST OF THE CONTROL TOWER.
 CS1139'
 CS1139'TO REACH THE STATION FROM THE AIR NATIONAL GUARD GATE AT
 CS1139'HENSLEY FIELD, GO SOUTH ALONG AN ASPHALT ROAD FOR 0.1 MILE
 CS1139'TO AN INTERSECTION.  TURN RIGHT AND GO WEST ALONG AN ASPHALT
 CS1139'ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 CS1139'ALONG AN ASPHALT ROAD FOR 0.05 MILE TO THE STATION MARK
 CS1139'ON THE RIGHT.
 CS1139'
 CS1139'TO REACH THE AZIMUTH MARK FROM THE AIR NATIONAL GUARD GATE
 CS1139'AT HENSLEY FIELD, GO WEST ALONG JEFFERSON STREET FOR 0.25
 CS1139'MILE TO THE MARK ON THE LEFT, UNDER A CHAIN-LINK FENCE.
 CS1139'
 CS1139'THE STATION MARK IS A STANDARD DISK, STAMPED HENSLEY 1947,
 CS1139'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 CS1139'ABOUT 1 INCH LOWER THAN THE PAVED SURFACE OF THE PARKING
 CS1139'AREA.  IT IS 102.3 FEET EAST OF A CHAIN-LINK FENCE, 80-1/2
 CS1139'FEET WEST OF THE CENTER OF AN ASPHALT ROAD AND 60-1/2 FEET
 CS1139'SOUTH OF THE NORTH EDGE OF A CONCRETE SLAB.
 CS1139'
 CS1139'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HENSLEY
 CS1139'NO. 2 1947, SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST
 CS1139'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 17
 CS1139'FEET EAST OF THE EAST WALL OF BUILDING NO. 604, 2.4 FEET
 CS1139'WEST OF A CHAIN-LINK FENCE, 2.2 FEET NORTH OF THE NORTH EDGE
 CS1139'OF A SIDEWALK AND ABOUT 4 FEET HIGHER IN ELEVATION THAN THE
 CS1139'STATION MARK.
 CS1139'
 CS1139'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED HENSLEY
 CS1139'NO. 3 1947 1966, SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 CS1139'POST THAT PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.
 CS1139'IT IS 56 FEET EAST OF A CHAIN-LINK FENCE, 27-1/2 FEET SOUTH
 CS1139'OF A CEDAR TREE, 4 FEET NORTH OF THE NORTH EDGE OF A CONCRETE
 CS1139'SLAB, 1.8 FEET EAST OF A POWERLINE POLE AND IS ABOUT 18
 CS1139'INCHES HIGHER IN ELEVATION THAN THE STATION MARK.
 CS1139'
 CS1139'THE AZIMUTH MARK, STAMPED HENSLEY 1947, IS A STANDARD DISK
 CS1139'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 CS1139'7 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS IN THE
 CS1139'HENSLEY FIELD FENCE LINE, 180 FEET WEST OF A FLASHING SIGNAL
 CS1139'LIGHT, 57 FEET SOUTH OF THE CENTERLINE OF JEFFERSON STREET
 CS1139'AND 1-1/2 FEET EAST OF A WITNESS POST.
 CS1139'
 CS1139'HEIGHT OF LIGHT ABOVE STATION MARK 37 FEET.
 CS1139'
 CS1139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NAVAL
 CS1139'AIR STATION, DALLAS
 CS1139
 CS1139                          STATION RECOVERY (1966)
 CS1139
 CS1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1139'RECOVERED IN GOOD CONDITION.
 CS1139
 CS1139                          STATION RECOVERY (1980)
 CS1139
 CS1139'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JN)
 CS1139'(CONSIDER MARK LOST).
 CS1139'
 CS1139'HENSLEY 1947 AREA IS NOW CONC APROW FOR HENSLEY FIELD (SUB-SURFACE
 CS1139'MAY STILL BE IN PLACE.
 CS1139'
 CS1139'RM 2 AND 3 LOST.
 CS1139'
 CS1139'HENSLEY AZI MARK FOUND IN GOOD CONDITION PER DESCRIPTION.
 CS1139'
 CS1139'TALKED WITH BASE ENGINEER AND HE WAS UNAWARE MARK EXISTED AT TIME OF
 CS1139'THE APROW EXTENSION IN RECENT TIMES.
 CS1139'
 CS1139'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 DEG EAST OF GRAND PRAIRIE
 CS1139'CITY HALL.
 CS1139
 CS1139                          STATION RECOVERY (1986)
 CS1139
 CS1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1139'MARK NOT FOUND.
 CS1139
 CS1139                          STATION RECOVERY (2003)
 CS1139
 CS1139'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS1139'ONLY AZIMUTH MARK RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1131 ***********************************************************************
 CS1131  DESIGNATION -  HENSLEY AZ MK
 CS1131  PID         -  CS1131
 CS1131  STATE/COUNTY-  TX/DALLAS
 CS1131  USGS QUAD   -  DUNCANVILLE (1981)
 CS1131
 CS1131                         *CURRENT SURVEY CONTROL
 CS1131  ___________________________________________________________________
 CS1131* NAD 83(1986)-  32 44 44.     (N)    096 58 09.     (W)     SCALED    
 CS1131* NAVD 88     -       150.274  (meters)     493.02   (feet)  ADJUSTED  
 CS1131  ___________________________________________________________________
 CS1131  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CS1131  DYNAMIC HT  -         150.101 (meters)     492.46  (feet)  COMP
 CS1131  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 CS1131
 CS1131  VERT ORDER  -  FIRST     CLASS II
 CS1131
 CS1131.The horizontal coordinates were scaled from a topographic map and have
 CS1131.an estimated accuracy of +/- 6 seconds.
 CS1131
 CS1131.The orthometric height was determined by differential leveling
 CS1131.and adjusted by the National Geodetic Survey in June 1991..
 CS1131
 CS1131.The geoid height was determined by GEOID03.
 CS1131
 CS1131.The dynamic height is computed by dividing the NAVD 88
 CS1131.geopotential number by the normal gravity value computed on the
 CS1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1131.degrees latitude (g = 980.6199 gals.).
 CS1131
 CS1131.The modeled gravity was interpolated from observed gravity values.
 CS1131
 CS1131;                    North         East    Units  Estimated Accuracy
 CS1131;SPC TXNC     - 2,120,680.      743,450.      MT  (+/- 180 meters Scaled)
 CS1131
 CS1131                          SUPERSEDED SURVEY CONTROL
 CS1131
 CS1131  NGVD 29 (??/??/92)  150.308  (m)          493.14   (f) ADJ UNCH    1 2
 CS1131
 CS1131.Superseded values are not recommended for survey control.
 CS1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1131.See file dsdata.txt to determine how the superseded data were derived.
 CS1131
 CS1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB902249(NAD 83)
 CS1131_MARKER: DZ = AZIMUTH MARK DISK
 CS1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1131_SP_SET: CONCRETE POST
 CS1131_STAMPING: HENSLEY 1947
 CS1131_MARK LOGO: CGS   
 CS1131_PROJECTION: PROJECTING 10 CENTIMETERS
 CS1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1131+STABILITY: SURFACE MOTION
 CS1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1131+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 CS1131
 CS1131  HISTORY     - Date     Condition        Report By
 CS1131  HISTORY     - 1947     MONUMENTED       CGS
 CS1131  HISTORY     - 1952     GOOD             NGS
 CS1131  HISTORY     - 1966     GOOD             NGS
 CS1131  HISTORY     - 1986     GOOD             NGS
 CS1131  HISTORY     - 20030414 GOOD             TX1730
 CS1131
 CS1131                          STATION DESCRIPTION
 CS1131
 CS1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1131'1.95 MI E FROM GRAND PRAIRIE.
 CS1131'1.95 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1131'AT GRAND PRAIRIE, 0.25 MILE WEST OF THE MAIN ENTRANCE TO HENSLEY
 CS1131'FIELD, 0.35 MILE NORTHWEST OF TRIANGULATION STATION HENSLEY, 195 FEET
 CS1131'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 60 FEET SOUTH OF THE
 CS1131'CENTER LINE OF JEFFERSON AVENUE, 1 FOOT NORTH OF A FENCE, 2 FEET EAST
 CS1131'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS1131'0.5 FOOT ABOVE THE GROUND.
 CS1131
 CS1131                          STATION RECOVERY (1966)
 CS1131
 CS1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1131'RECOVERED IN GOOD CONDITION.
 CS1131
 CS1131                          STATION RECOVERY (1986)
 CS1131
 CS1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1131'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN GRAND
 CS1131'PRAIRIE, AT THE INTERSECTION OF EAST JEFFERSON STREET AND BAGDAD ROAD,
 CS1131'AT THE DALLAS NAVAL AIR STATION, 120.4 FT) 395.0 FT) EAST OF THE
 CS1131'EXTENDED CENTERLINE OF THE ROAD, 18.3 M (60.0 FT) SOUTH OF THE
 CS1131'CENTERLINE OF THE STREET, AND 0.3 M (1.0 FT) NORTH OF A FENCE.
 CS1131'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CS1131
 CS1131                          STATION RECOVERY (2003)
 CS1131
 CS1131'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS1131'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2815 ***********************************************************************
 CS2815  DESIGNATION -  HENSLEY FIELD WATER TANK
 CS2815  PID         -  CS2815
 CS2815  STATE/COUNTY-  TX/DALLAS
 CS2815  USGS QUAD   -  DUNCANVILLE (1981)
 CS2815
 CS2815                         *CURRENT SURVEY CONTROL
 CS2815  ___________________________________________________________________
 CS2815* NAD 83(1993)-  32 44 41.46868(N)    096 57 54.80680(W)     ADJUSTED  
 CS2815* NAVD 88     -                                                        
 CS2815  ___________________________________________________________________
 CS2815  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 CS2815  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CS2815
 CS2815  HORZ ORDER  -  THIRD
 CS2815
 CS2815.The horizontal coordinates were established by classical geodetic methods
 CS2815.and adjusted by the National Geodetic Survey in February 1996..
 CS2815
 CS2815
 CS2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2815
 CS2815.The geoid height was determined by GEOID03.
 CS2815
 CS2815;                    North         East     Units Scale Factor Converg.
 CS2815;SPC TXNC     - 2,120,610.497   743,819.757   MT  0.99988687   +0 50 13.4
 CS2815;SPC TXNC     - 6,957,369.61  2,440,348.65   sFT  0.99988687   +0 50 13.4
 CS2815;UTM  14      - 3,624,833.351   690,642.256   MT  1.00004817   +1 06 03.4
 CS2815
 CS2815                          SUPERSEDED SURVEY CONTROL
 CS2815
 CS2815  NAD 83(1986)-  32 44 41.47443(N)    096 57 54.78950(W) AD(       ) 4
 CS2815  NAD 27      -  32 44 41.00200(N)    096 57 53.77000(W) AD(       ) 3
 CS2815
 CS2815.Superseded values are not recommended for survey control.
 CS2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2815.See file dsdata.txt to determine how the superseded data were derived.
 CS2815
 CS2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9064224833(NAD 83)
 CS2815_MARKER: 53 = ELEVATED TANK
 CS2815_SETTING: 0 = UNSPECIFIED SETTING
 CS2815
 CS2815  HISTORY     - Date     Condition        Report By
 CS2815  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2815  HISTORY     - 1954     GOOD             CGS
 CS2815  HISTORY     - 1958     GOOD             CGS
 CS2815  HISTORY     - 1959     GOOD             CGS
 CS2815  HISTORY     - 1960     GOOD             CGS
 CS2815  HISTORY     - 1979     GOOD             LOCSUR
 CS2815  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 CS2815
 CS2815                          STATION DESCRIPTION
 CS2815
 CS2815'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2815'THE STATION IS LOCATED ABOUT 2-1/4 MILES SOUTH EAST OF THE
 CS2815'GRAND PRAIRIE POST OFFICE AND ABOUT 300 FEET SOUTH OF THE
 CS2815'FIELDS MAIN GATE.  IT IS A 75 FOOT, 4 LEGGED, STEEL WATER
 CS2815'TANK WITH A SMALL PLATFORM, HANDRAIL AND REVOLVING BEACON
 CS2815'ON TOP.  IT IS PAINTED RED AND WHITE WITH THE LEGS PAINTED
 CS2815'IN ALTERNATE STRIPES OF THESE COLORS AND THE TANK PART PAINTED
 CS2815'IN RECTANGULAR RED AND WHITE SECTIONS.
 CS2815'
 CS2815'THE POINT INTERSECTED WAS THE REVOLVING BEACON ON TOP OF
 CS2815'THE TANK.
 CS2815'
 CS2815'TO REACH FROM THE GRAND PRAIRIE POST OFFICE GO EAST 0.1
 CS2815'MILE TO CORNER WITH TRAFFIC LIGHT, TURN RIGHT HERE AND GO ACROSS
 CS2815'TRACKS TO NEXT STREET.  TURN LEFT HERE AND GO 2.2 MILES TO
 CS2815'HENSLEY FIELD MAIN GATE ON RIGHT.  ENTER AREA HERE AND GO
 CS2815'SOUTH 200 FEET TO STREET LEFT AND STATION 75 FEET EAST ON
 CS2815'RIGHT.
 CS2815
 CS2815                          STATION RECOVERY (1954)
 CS2815
 CS2815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFV)
 CS2815'STATION RECOVERED AS DESCRIBED.
 CS2815
 CS2815                          STATION RECOVERY (1958)
 CS2815
 CS2815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 CS2815'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 CS2815'AS DESCRIBED BY F.R.G. IN 1947.
 CS2815
 CS2815                          STATION RECOVERY (1959)
 CS2815
 CS2815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RMB)
 CS2815'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN
 CS2815'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 CS2815
 CS2815                          STATION RECOVERY (1960)
 CS2815
 CS2815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 CS2815'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED, AND WAS
 CS2815'FOUND TO BE IN GOOD CONDITION.
 CS2815
 CS2815                          STATION RECOVERY (1979)
 CS2815
 CS2815'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2815'INTERSECTION STATION STATION FOUND IN GOOD CONDITION - DESCRIPTION
 CS2815'TO REACH ADEQUATE.
 CS2815'
 CS2815'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MI SOUTHEAST GRAND
 CS2815'PRAIRIE.
 CS2815
 CS2815                          STATION RECOVERY (2003)
 CS2815
 CS2815'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS2815'TANK HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1141 ***********************************************************************
 CS1141  DESIGNATION -  HENSLEY RM 2
 CS1141  PID         -  CS1141
 CS1141  STATE/COUNTY-  TX/DALLAS
 CS1141  USGS QUAD   -  DUNCANVILLE (1981)
 CS1141
 CS1141                         *CURRENT SURVEY CONTROL
 CS1141  ___________________________________________________________________
 CS1141* NAD 83(1986)-  32 44 32.     (N)    096 57 56.     (W)     SCALED    
 CS1141* NAVD 88     -       147.990  (meters)     485.53   (feet)  ADJUSTED  
 CS1141  ___________________________________________________________________
 CS1141  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CS1141  DYNAMIC HT  -         147.820 (meters)     484.97  (feet)  COMP
 CS1141  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 CS1141
 CS1141  VERT ORDER  -  FIRST     CLASS II
 CS1141
 CS1141.The horizontal coordinates were scaled from a topographic map and have
 CS1141.an estimated accuracy of +/- 6 seconds.
 CS1141
 CS1141.The orthometric height was determined by differential leveling
 CS1141.and adjusted by the National Geodetic Survey in June 1991..
 CS1141
 CS1141.The geoid height was determined by GEOID03.
 CS1141
 CS1141.The dynamic height is computed by dividing the NAVD 88
 CS1141.geopotential number by the normal gravity value computed on the
 CS1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1141.degrees latitude (g = 980.6199 gals.).
 CS1141
 CS1141.The modeled gravity was interpolated from observed gravity values.
 CS1141
 CS1141;                    North         East    Units  Estimated Accuracy
 CS1141;SPC TXNC     - 2,120,320.      743,790.      MT  (+/- 180 meters Scaled)
 CS1141
 CS1141                          SUPERSEDED SURVEY CONTROL
 CS1141
 CS1141  NGVD 29 (??/??/92)  148.042  (m)          485.70   (f) ADJ UNCH    1 2
 CS1141
 CS1141.Superseded values are not recommended for survey control.
 CS1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1141.See file dsdata.txt to determine how the superseded data were derived.
 CS1141
 CS1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB906245(NAD 83)
 CS1141_MARKER: DR = REFERENCE MARK DISK
 CS1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1141_STAMPING: HENSLEY NO 2 1947
 CS1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1141+STABILITY: SURFACE MOTION
 CS1141
 CS1141  HISTORY     - Date     Condition        Report By
 CS1141  HISTORY     - 1947     MONUMENTED       CGS
 CS1141  HISTORY     - 1952     GOOD             NGS
 CS1141  HISTORY     - 1966     GOOD             NGS
 CS1141  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1141  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 CS1141
 CS1141                          STATION DESCRIPTION
 CS1141
 CS1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1141'2.2 MI E FROM GRAND PRAIRIE.
 CS1141'2.2 MILES EAST ALONG JEFFERSON BOULEVARD FROM THE TEXAS AND PACIFIC
 CS1141'RAILROAD STATION AT GRAND PRAIRIE, 0.2 MILE SOUTH OF THE ENTRANCE TO
 CS1141'HENSLEY AIR BASE, 111.8 FEET SOUTHWEST OF TRIANGULATION STATION
 CS1141'HENSLEY 1947, 34 FEET EAST OF THE EAST SIDE OF A LARGE HANGAR, 25 FEET
 CS1141'WEST OF THE CENTER LINE OF AVENUE A, 2 FEET WEST OF A FENCE, SET IN
 CS1141'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS1141
 CS1141                          STATION RECOVERY (1966)
 CS1141
 CS1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1141'RECOVERED IN GOOD CONDITION.
 CS1141
 CS1141                          STATION RECOVERY (1986)
 CS1141
 CS1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1141'MARK NOT FOUND.
 CS1141
 CS1141                          STATION RECOVERY (2003)
 CS1141
 CS1141'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1144 ***********************************************************************
 CS1144  DESIGNATION -  HENSLEY RM 3
 CS1144  PID         -  CS1144
 CS1144  STATE/COUNTY-  TX/DALLAS
 CS1144  USGS QUAD   -  DUNCANVILLE (1981)
 CS1144
 CS1144                         *CURRENT SURVEY CONTROL
 CS1144  ___________________________________________________________________
 CS1144* NAD 83(1986)-  32 44 32.     (N)    096 57 56.     (W)     SCALED    
 CS1144* NAVD 88     -       147.688  (meters)     484.54   (feet)  ADJUSTED  
 CS1144  ___________________________________________________________________
 CS1144  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CS1144  DYNAMIC HT  -         147.518 (meters)     483.98  (feet)  COMP
 CS1144  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 CS1144
 CS1144  VERT ORDER  -  SECOND    CLASS 0
 CS1144
 CS1144.The horizontal coordinates were scaled from a topographic map and have
 CS1144.an estimated accuracy of +/- 6 seconds.
 CS1144
 CS1144.The orthometric height was determined by differential leveling
 CS1144.and adjusted by the National Geodetic Survey in June 1991..
 CS1144
 CS1144.The geoid height was determined by GEOID03.
 CS1144
 CS1144.The dynamic height is computed by dividing the NAVD 88
 CS1144.geopotential number by the normal gravity value computed on the
 CS1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1144.degrees latitude (g = 980.6199 gals.).
 CS1144
 CS1144.The modeled gravity was interpolated from observed gravity values.
 CS1144
 CS1144;                    North         East    Units  Estimated Accuracy
 CS1144;SPC TXNC     - 2,120,320.      743,790.      MT  (+/- 180 meters Scaled)
 CS1144
 CS1144                          SUPERSEDED SURVEY CONTROL
 CS1144
 CS1144  NGVD 29 (??/??/92)  147.739  (m)          484.71   (f) ADJ UNCH    2 0
 CS1144
 CS1144.Superseded values are not recommended for survey control.
 CS1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1144.See file dsdata.txt to determine how the superseded data were derived.
 CS1144
 CS1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB906245(NAD 83)
 CS1144_MARKER: DR = REFERENCE MARK DISK
 CS1144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1144_SP_SET: MONUMENT
 CS1144_STAMPING: HENSLEY NO 3 1947 1966
 CS1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1144
 CS1144  HISTORY     - Date     Condition        Report By
 CS1144  HISTORY     - 1966     MONUMENTED       CGS
 CS1144  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS1144  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 CS1144
 CS1144                          STATION DESCRIPTION
 CS1144
 CS1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CS1144'2.3 MI E FROM GRAND PRAIRIE.
 CS1144'FROM THE CITY HALL IN GRAND PRAIRIE GO EAST FOR 1 BLOCK TO NW 2ND
 CS1144'STREET, THENCE SOUTH FOR 1 BLOCK TO JEFFERSON BOULEVARD, THENCE EAST
 CS1144'FOR 2.35 MILES TO THE MOST WESTERLY GATE (NOT NORMALLY USED FOR AN
 CS1144'ENTRANCE) OF DALLAS, NAVAL AIR STATION, THENCE SOUTH FOR 0.2 MILE TO
 CS1144'MARK ON LEFT.  MARK IS 56 FEET EAST OF A NORTH-SOUTH FENCE, 27.5 FEET
 CS1144'SOUTH OF A LONE CEDAR TREE, 4 FEET NORTH OF NORTH EDGE OF CONCRETE
 CS1144'SLAB AND 1.8 FEET EAST OF A POWERLINE POLE.  MARK IS SET IN THE TOP OF
 CS1144'A CONCRETE MONUMENT 12-INCHES IN DIAMETER AND PROJECTS 10 INCHES ABOVE
 CS1144'THE GROUND.
 CS1144
 CS1144                          STATION RECOVERY (1986)
 CS1144
 CS1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1144'MARK NOT FOUND.
 CS1144
 CS1144                          STATION RECOVERY (2003)
 CS1144
 CS1144'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2819 ***********************************************************************
 CS2819  DESIGNATION -  HENTON
 CS2819  PID         -  CS2819
 CS2819  STATE/COUNTY-  TX/DALLAS
 CS2819  USGS QUAD   -  DUNCANVILLE (1981)
 CS2819
 CS2819                         *CURRENT SURVEY CONTROL
 CS2819  ___________________________________________________________________
 CS2819* NAD 83(1993)-  32 43 14.23285(N)    096 54 52.80976(W)     ADJUSTED  
 CS2819* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 CS2819  ___________________________________________________________________
 CS2819  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 CS2819  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CS2819
 CS2819  HORZ ORDER  -  SECOND
 CS2819
 CS2819.The horizontal coordinates were established by classical geodetic methods
 CS2819.and adjusted by the National Geodetic Survey in February 1996..
 CS2819
 CS2819.The orthometric height was scaled from a topographic map.
 CS2819
 CS2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2819
 CS2819.The geoid height was determined by GEOID03.
 CS2819
 CS2819;                    North         East     Units Scale Factor Converg.
 CS2819;SPC TXNC     - 2,117,994.113   748,597.300   MT  0.99988921   +0 51 52.7
 CS2819;SPC TXNC     - 6,948,785.69  2,456,022.98   sFT  0.99988921   +0 51 52.7
 CS2819;UTM  14      - 3,622,238.514   695,432.598   MT  1.00007098   +1 07 39.2
 CS2819
 CS2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2819!SPC TXNC     -   0.99997093  x   0.99988921  =   0.99986015
 CS2819!UTM  14      -   0.99997093  x   1.00007098  =   1.00004191
 CS2819
 CS2819|---------------------------------------------------------------------|
 CS2819| PID    Reference Object                     Distance      Geod. Az  |
 CS2819|                                                           dddmmss.s |
 CS2819| CY2106 HENTON RM 1                          11.172 METERS 11905     |
 CS2819| CY2105 HENTON AZ MK                                       1601520.6 |
 CS2819| CY2107 HENTON RM 2                          11.117 METERS 24030     |
 CS2819|---------------------------------------------------------------------|
 CS2819
 CS2819                          SUPERSEDED SURVEY CONTROL
 CS2819
 CS2819  NAD 83(1986)-  32 43 14.23886(N)    096 54 52.79216(W) AD(       ) 2
 CS2819  NAD 27      -  32 43 13.76250(N)    096 54 51.77940(W) AD(       ) 2
 CS2819
 CS2819.Superseded values are not recommended for survey control.
 CS2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2819.See file dsdata.txt to determine how the superseded data were derived.
 CS2819
 CS2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9543322239(NAD 83)
 CS2819_MARKER: DS = TRIANGULATION STATION DISK
 CS2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2819
 CS2819  HISTORY     - Date     Condition        Report By
 CS2819  HISTORY     - 1966     MONUMENTED       CGS
 CS2819  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 CS2819  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 CS2819
 CS2819                          STATION DESCRIPTION
 CS2819
 CS2819'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 CS2819'THE STATION IS 3.35 MILES SOUTHEAST OF HENSLEY FIELD CONTROL
 CS2819'TOWER, 1.9 MILES SOUTHWEST OF COCKRELL HILL CITY HALL, 1.2
 CS2819'MILES EAST OF MOUNTAIN CREEK POWER PLANT AND 0.05 MILE
 CS2819'EAST OF HIGHWAY LOOP 12.
 CS2819'
 CS2819'TO REACH THE STATION FROM THE POST OFFICE IN GRAND PRAIRIE,
 CS2819'GO SOUTH ON 5TH STREET FOR 0.1 MILE TO THE INTERSECTION
 CS2819'OF EAST JEFFERSON STREET.  TURN LEFT, EAST, ON EAST JEFFERSON
 CS2819'STREET FOR 4.45 MILES TO THE INTERSECTION OF LOOP 12 AND
 CS2819'WALTON WALKER BOULEVARD.  TURN RIGHT, SOUTH, ON LOOP 12
 CS2819'AND WALTON WALKER BOULEVARD FOR 1.85 MILES TO A TRAFFIC
 CS2819'SIGNAL AND INTERSECTION OF LEDBETTER DRIVE, FLORINA DRIVE
 CS2819'AND ILLINOIS AVENUE.  TURN LEFT, EAST, ON ILLINOIS AVENUE
 CS2819'FOR 0.05 MILE TO THE STATION ON THE LEFT, NORTH, SIDE OF
 CS2819'THE ROAD AS DESCRIBED.
 CS2819'
 CS2819'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 CS2819'ILLINOIS AVENUE FOR 0.05 MILE TO THE INTERSECTION OF LOOP
 CS2819'12.  TURN LEFT, SOUTH, ON LOOP 12 FOR 0.4 MILE TO THE MARK
 CS2819'ON THE RIGHT, WEST SIDE OF THE ROAD.
 CS2819'
 CS2819'THE STATION MARK IS A STANDARD DISK, STAMPED HENTON 1966,
 CS2819'SET IN THE TOP OF AN 11-INCH CIRCULAR CONCRETE MONUMENT
 CS2819'THAT PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 CS2819'IT IS 61 FEET NORTH OF THE CENTERLINE OF ILLINOIS AVENUE,
 CS2819'21.5 FEET NORTH-NORTHWEST OF AN UNDERGROUND CABLE SIGN, 19
 CS2819'FEET NORTH OF POWER POLE NO. 4S 7W 228 AND 18.5 FEET NORTH
 CS2819'OF A WIRE FENCE.
 CS2819'
 CS2819'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HENTON NO
 CS2819'1 1966, SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT
 CS2819'THAT PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 CS2819'IT IS 43.5 FEET NORTH OF THE CENTERLINE OF ILLINOIS AVENUE,
 CS2819'22.5 FEET EAST OF AN UNDERGROUND CABLE SIGN, AND 1 FOOT NORTH
 CS2819'OF A WIRE FENCE.
 CS2819'
 CS2819'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HENTON
 CS2819'NO 2 1966, SET IN THE TOP OF AN 11-INCH CIRCULAR CONCRETE
 CS2819'MONUMENT THAT PROJECTS 8 INCHES ABOVE THE SURFACE OF THE
 CS2819'GROUND.  IT IS 43 FEET NORTH OF THE CENTERLINE OF ILLINOIS
 CS2819'AVENUE, 32.5 FEET WEST OF POWER POLE NO. 4S 7W 228 AND 1 FOOT
 CS2819'NORTH OF A WIRE FENCE.
 CS2819'
 CS2819'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HENTON 1966,
 CS2819'SET IN THE TOP OF A 12-INCH CIRCULAR CONCRETE MONUMENT THAT
 CS2819'PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 CS2819'60.8 FEET WEST OF THE CENTERLINE OF HIGHWAY LOOP 12, 2 FEET
 CS2819'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT EAST
 CS2819'OF A WIRE FENCE.
 CS2819'
 CS2819'THE STATION IS LOCATED ON THE PROPERTY OF MR. HUGH M. HENTON.
 CS2819'NOTE.  AT THE PRESENT TIME THE HIGHWAY DEPARTMENT IS PLANNING
 CS2819'TO REVISE THE INTERSECTION OF LEDBETTER DRIVE, FLORINA DRIVE,
 CS2819'ILLINOIS AVENUE AND LOOP 12.
 CS2819'
 CS2819'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 CS2819
 CS2819                          STATION RECOVERY (1980)
 CS2819
 CS2819'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS2819'HENTON 1966 AND RM 2 LOST RECENT CONSTRUCTION OF A DRIVEWAY OVER THE
 CS2819'MARK HAS DESTROYED THESE MARKS.
 CS2819'
 CS2819'RM-1 FOUND IN STABLE CONDITION-- MARK HAS BEEN HIT SEVERAL TIMES,
 CS2819'DO NOT BELIEVE RELIABLE AND PROTRUDES APPROX. 18 INCHES ABOVE SIDE
 CS2819'WALK WHICH HAS BEEN BUILT AROUND MARK.
 CS2819'
 CS2819'AZI MARK - NOT SEARCHED FOR.
 CS2819'
 CS2819'THIS ONE WAS A WASTE.
 CS2819'
 CS2819'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.4 MILES S.E HENSLEY
 CS2819'FIELD.
 CS2819
 CS2819                          STATION RECOVERY (2003)
 CS2819
 CS2819'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS2819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0859 ***********************************************************************
 BP0859  DESIGNATION -  HENYARD
 BP0859  PID         -  BP0859
 BP0859  STATE/COUNTY-  TX/PECOS
 BP0859  USGS QUAD   -  SADDLE BUTTE (1970)
 BP0859
 BP0859                         *CURRENT SURVEY CONTROL
 BP0859  ___________________________________________________________________
 BP0859* NAD 83(1993)-  30 55 47.57425(N)    102 31 11.05693(W)     ADJUSTED  
 BP0859* NAVD 88     -       960.7    (meters)    3152.     (feet)  VERTCON   
 BP0859  ___________________________________________________________________
 BP0859  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BP0859  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BP0859
 BP0859  HORZ ORDER  -  FIRST
 BP0859
 BP0859.The horizontal coordinates were established by classical geodetic methods
 BP0859.and adjusted by the National Geodetic Survey in February 1996..
 BP0859
 BP0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0859
 BP0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0859
 BP0859.The geoid height was determined by GEOID03.
 BP0859
 BP0859;                    North         East     Units Scale Factor Converg.
 BP0859;SPC TX C     - 3,142,086.824   491,074.401   MT  0.99988252   -1 07 34.1
 BP0859;SPC TX C     -10,308,663.19  1,611,133.26   sFT  0.99988252   -1 07 34.1
 BP0859;UTM  13      - 3,424,468.634   736,989.084   MT  1.00029285   +1 16 31.5
 BP0859
 BP0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0859!SPC TX C     -   0.99985281  x   0.99988252  =   0.99973535
 BP0859!UTM  13      -   0.99985281  x   1.00029285  =   1.00014562
 BP0859
 BP0859|---------------------------------------------------------------------|
 BP0859| PID    Reference Object                     Distance      Geod. Az  |
 BP0859|                                                           dddmmss.s |
 BP0859| CH9559 HENYARD RM 1                         18.383 METERS 05649     |
 BP0859| CH9560 HENYARD RM 2                         25.829 METERS 16421     |
 BP0859| CH9558 HENYARD AZ MK                                      2562755.6 |
 BP0859|---------------------------------------------------------------------|
 BP0859
 BP0859                          SUPERSEDED SURVEY CONTROL
 BP0859
 BP0859  NAD 83(1986)-  30 55 47.57702(N)    102 31 11.04732(W) AD(       ) 1
 BP0859  NAD 27      -  30 55 47.02800(N)    102 31 09.52500(W) AD(       ) 1
 BP0859  NGVD 29 (07/19/86)  960.4    (m)         3151.     (f) VERT ANG       
 BP0859
 BP0859.Superseded values are not recommended for survey control.
 BP0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0859.See file dsdata.txt to determine how the superseded data were derived.
 BP0859
 BP0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ3698924469(NAD 83)
 BP0859_MARKER: DS = TRIANGULATION STATION DISK
 BP0859_SETTING: 66 = SET IN ROCK OUTCROP
 BP0859
 BP0859  HISTORY     - Date     Condition        Report By
 BP0859  HISTORY     - 1935     MONUMENTED       CGS
 BP0859  HISTORY     - 1943     GOOD             CGS
 BP0859
 BP0859                          STATION DESCRIPTION
 BP0859
 BP0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0859'STATION HENYARD IS ABOUT 20 MILES EAST-NORTHEAST OF FT. STOCKTON
 BP0859'AND IS ABOUT 2 MILES EAST OF THE HENYARD RANCH.  IT IS ON THE
 BP0859'FIRST HILL PROTRUDING NORTHERLY FROM THE LINE OF HILLS EAST OF
 BP0859'THE RANCH.  THE STATION IS ABOUT 40 YARDS EAST OF THE RIM AND
 BP0859'ABOUT 200 YARDS SOUTH OF THE RIM AT THE NORTH END OF THE HILL.
 BP0859'THE GROUND IS HIGHER TO THE NORTH.  THE MARK IS FLUSH WITH THE
 BP0859'GROUND.
 BP0859'
 BP0859'R.M. 1 IS NORTH-NORTHEAST OF THE STATION AND IS FLUSH WITH
 BP0859'THE GROUND.
 BP0859'
 BP0859'R.M. 2 IS SOUTHEAST OF THE STATION AND IS FLUSH WITH THE GROUND.
 BP0859'
 BP0859'THE AZIMUTH MARK IS ABOUT 3/4 MILE WEST-SOUTHWEST OF THE STATION.
 BP0859'IT IS SET IN THE RIM ROCK, 2 FEET SOUTH OF THE EDGE, AND IS
 BP0859'ABOUT 150 YARDS EAST OF THE CORNER OF THE RIM.
 BP0859'
 BP0859'THE STATION IS REACHED FROM FT. STOCKTON BY GOING EAST FROM THE
 BP0859'RAILROAD STATION ON U.S. ROUTE NO. 290, 13.6 MILE.  TAKE THE
 BP0859'RIGHT FORK ON U.S. ROUTE NO. 67 AND GO 6.8 MILE.  AT A POINT
 BP0859'WHERE THERE ARE GATES ON OPPOSITE SIDES OF THE HIGHWAY TURN
 BP0859'RIGHT, PASS THROUGH A GATE, AND FOLLOW THE TRAIL SOUTHEASTERLY
 BP0859'1.0 MILE.  PASS THROUGH THE GATE AND FOLLOW THE TRAIL 1.3 MILE
 BP0859'TO THE HENYARD RANCH.  AT A POINT ABOUT 50 YARDS SOUTHWEST OF
 BP0859'THE WINDMILL PASS THROUGH THE GATE AND FOLLOW THE DIM TRAIL
 BP0859'SOUTHWESTERLY TOWARD THE GAP IN THE HILLS 0.7 MILE TO THE
 BP0859'TOP OF THE FIRST STEEP GRADE.  FOLLOW THE TRAIL EASTERLY
 BP0859'0.75 MILE TO THE TOP OF THE SECOND STEEP GRADE.  TAKE THE
 BP0859'LEFT FORK AND GO EASTERLY 0.65 MILE TO A DIRT TANK.  PASS
 BP0859'AROUND THE TANK AND CONTINUE EASTERLY 1.0 MILE.  LEAVE THE
 BP0859'TRAIL AND DRIVE ACROSS COUNTRY NORTHERLY 0.7 MILE TO THE
 BP0859'STATION ON THE EAST SIDE OF THE RIM.
 BP0859'
 BP0859'A FIFTEEN FOOT STAND WAS ERECTED.
 BP0859
 BP0859                          STATION RECOVERY (1943)
 BP0859
 BP0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0859'THE STATION IS LOCATED ABOUT 21 MILES AIR LINE EAST BY NORTH
 BP0859'OF FORT STOCKTON ON A RIDGE NEAR THE EDGE OF A CANYON, ON A
 BP0859'RANCH OWNED BY THE HENYARD ESTATE AND A MR. MILLS.
 BP0859'
 BP0859'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 290 AND 285, JUST
 BP0859'SOUTH OF THE DEPOT IN FORT STOCKTON, GO EAST ON ROUTES U.S.
 BP0859'290 AND 67 FOR 12.3 MILES TO THE JUNCTION OF U.S. 290 AND U.S.
 BP0859'67.  TAKE LEFT FORK ON U.S. 67 AND GO NORTH AND EAST FOR 6.8
 BP0859'MILES TO A GATE ON THE RIGHT WITH THE NAME ALFRED H. MILLS
 BP0859'PAINTED ON A BOARD IN THE CENTER OF THE GATE.  TURN RIGHT
 BP0859'THROUGH GATE AND FOLLOW MAIN RANCH ROAD FOR 2.5 MILES TO RANCH
 BP0859'HOUSE.  TURN RIGHT THROUGH GATE JUST BEFORE REACHING WINDMILL
 BP0859'AND TANK NEAR RANCH BUILDINGS.  FOLLOW RANCH ROAD
 BP0859'SOUTHWESTERLY FOR 0.6 MILE TO TOP OF FIRST GRADE.  BEAR LEFT
 BP0859'ON MAIN ROAD ACROSS DRAW AND UP ANOTHER STEEP GRADE 0.65 MILE TO
 BP0859'FORKS AT TOP OF GRADE.  TAKE LEFT FORK ON TRACK ROAD FOR
 BP0859'0.55 MILE TO WIRE GATE.  GO THROUGH GATE AND CONTINUE EASTERLY
 BP0859'FOR 0.6 MILE TO DIRT TANK.  BEAR LEFT AROUND TANK AND GO NORTH
 BP0859'NORTHEAST, MAGNETIC BEARING 26 DEG, FOR 0.2 MILE TO AZIMUTH
 BP0859'MARK NEAR ROCK CAIRN.  FROM AZIMUTH BEAR RIGHT AND FOLLOW
 BP0859'EDGE OF CANYON FOR 0.4 MILE TO STATION ABOUT 40 YARDS EAST
 BP0859'OF CANYON RIM.
 BP0859'
 BP0859'ALL MARKS WERE RECOVERED AS DESCRIBED AND WERE IN GOOD CONDITION.
 BP0859'
 BP0859'THE STATION MARK IS A STANDARD DISC WEDGED IN A DRILL HOLE IN
 BP0859'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  IT IS STAMPED
 BP0859'HENYARD 1935.
 BP0859'
 BP0859'REFERENCE MARK NO. 1 IS A STANDARD DISC WEDGED IN A DRILL HOLE
 BP0859'IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  IT IS STAMPED
 BP0859'HENYARD NO 1 1935.
 BP0859'
 BP0859'REFERENCE MARK NO. 2 IS A STANDARD DISC WEDGED IN A DRILL HOLE
 BP0859'IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.  IT IS STAMPED
 BP0859'HENYARD NO 2 1935.
 BP0859'
 BP0859'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 15 FEET
 BP0859'FROM THE CANYON RIM AND ABOUT 5 FEET FROM A ROCK CAIRN.  IT
 BP0859'IS A STANDARD DISC WEDGED IN A DRILL HOLE IN OUTCROPPING
 BP0859'BEDROCK.  IT IS STAMPED HENYARD 1935.
 BP0859'
 BP0859'ALL OBSERVATIONS WERE TAKEN FROM A 37 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0235 ***********************************************************************
 CU0235  DESIGNATION -  HEP
 CU0235  PID         -  CU0235
 CU0235  STATE/COUNTY-  TX/TAYLOR
 CU0235  USGS QUAD   -  SHEP (1987)
 CU0235
 CU0235                         *CURRENT SURVEY CONTROL
 CU0235  ___________________________________________________________________
 CU0235* NAD 83(1993)-  32 12 37.92919(N)    100 03 03.71301(W)     ADJUSTED  
 CU0235* NAVD 88     -       749.083  (meters)    2457.62   (feet)  ADJUSTED  
 CU0235  ___________________________________________________________________
 CU0235  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 CU0235  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CU0235  DYNAMIC HT  -         748.085 (meters)    2454.34  (feet)  COMP
 CU0235  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 CU0235
 CU0235  HORZ ORDER  -  SECOND
 CU0235  VERT ORDER  -  SECOND    CLASS 0
 CU0235
 CU0235.The horizontal coordinates were established by classical geodetic methods
 CU0235.and adjusted by the National Geodetic Survey in February 1996..
 CU0235
 CU0235.The orthometric height was determined by differential leveling
 CU0235.and adjusted by the National Geodetic Survey in June 1991..
 CU0235
 CU0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0235
 CU0235.The geoid height was determined by GEOID03.
 CU0235
 CU0235.The dynamic height is computed by dividing the NAVD 88
 CU0235.geopotential number by the normal gravity value computed on the
 CU0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0235.degrees latitude (g = 980.6199 gals.).
 CU0235
 CU0235.The modeled gravity was interpolated from observed gravity values.
 CU0235
 CU0235;                    North         East     Units Scale Factor Converg.
 CU0235;SPC TXNC     - 2,061,390.568   453,782.367   MT  0.99997951   -0 50 45.3
 CU0235;SPC TXNC     - 6,763,078.89  1,488,784.32   sFT  0.99997951   -0 50 45.3
 CU0235;SPC TX C     - 3,282,058.583   726,617.210   MT  1.00010431   +0 08 43.4
 CU0235;SPC TX C     -10,767,887.20  2,383,909.96   sFT  1.00010431   +0 08 43.4
 CU0235;UTM  14      - 3,564,256.682   400,949.569   MT  0.99972099   -0 33 37.0
 CU0235
 CU0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0235!SPC TXNC     -   0.99988651  x   0.99997951  =   0.99986603
 CU0235!SPC TX C     -   0.99988651  x   1.00010431  =   0.99999081
 CU0235!UTM  14      -   0.99988651  x   0.99972099  =   0.99960754
 CU0235
 CU0235:                Primary Azimuth Mark                     Grid Az
 CU0235:SPC TXNC     -  SAM AZ MK                                015 23 43.6
 CU0235:SPC TX C     -  SAM AZ MK                                014 24 14.9
 CU0235:UTM  14      -  SAM AZ MK                                015 06 35.3
 CU0235
 CU0235|---------------------------------------------------------------------|
 CU0235| PID    Reference Object                     Distance      Geod. Az  |
 CU0235|                                                           dddmmss.s |
 CU0235| CU0266 SAM AZ MK                           APPROX. 1.1 KM 0143258.3 |
 CU0235| CU0270 HEP AZ MK                           APPROX. 1.2 KM 0360422.5 |
 CU0235| CT1147 VIEW US ARMY NIKE SITE MAST         APPROX.13.1 KM 0505144.0 |
 CU0235| CX8274 HEP RM 1                              3.827 METERS 14412     |
 CU0235| CU0236 HEP RM 2                              2.465 METERS 16735     |
 CU0235|---------------------------------------------------------------------|
 CU0235
 CU0235                          SUPERSEDED SURVEY CONTROL
 CU0235
 CU0235  NAD 83(1986)-  32 12 37.93525(N)    100 03 03.70084(W) AD(       ) 2
 CU0235  NAD 27      -  32 12 37.46230(N)    100 03 02.36070(W) AD(       ) 2
 CU0235  NGVD 29 (??/??/92)  748.90   (m)         2457.0    (f) COMPUTED    2 0
 CU0235
 CU0235.Superseded values are not recommended for survey control.
 CU0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0235.See file dsdata.txt to determine how the superseded data were derived.
 CU0235
 CU0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0095064257(NAD 83)
 CU0235_MARKER: DS = TRIANGULATION STATION DISK
 CU0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0235_STAMPING: HEP 1961
 CU0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0235+STABILITY: SURFACE MOTION
 CU0235
 CU0235  HISTORY     - Date     Condition        Report By
 CU0235  HISTORY     - 1961     MONUMENTED       CGS
 CU0235  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0235
 CU0235                          STATION DESCRIPTION
 CU0235
 CU0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0235'14.3 MI SW FROM VIEW.
 CU0235'14.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0235'AT VIEW, THENCE 0.25 MILES EAST ALONG THE MISSILE ROAD INTO THE
 CU0235'SOUTHEAST CORNER OF THE SITE, 34 FEET NORTHWEST OF PBM, 28 FEET
 CU0235'NORTHEAST OF A BRASS DISK STAMPED L6D1, SET IN TOP OF THE NORTHWEST
 CU0235'CONCRETE APRON AROUND THE EXHAUST HOLE, FLUSH WITH THE APRON.
 CU0235
 CU0235                          STATION RECOVERY (1994)
 CU0235
 CU0235'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0270 ***********************************************************************
 CU0270  DESIGNATION -  HEP AZ MK
 CU0270  PID         -  CU0270
 CU0270  STATE/COUNTY-  TX/TAYLOR
 CU0270  USGS QUAD   -  SHEP (1987)
 CU0270
 CU0270                         *CURRENT SURVEY CONTROL
 CU0270  ___________________________________________________________________
 CU0270* NAD 83(1993)-  32 13 09.53285(N)    100 02 36.62957(W)     ADJUSTED  
 CU0270* NAVD 88     -       747.354  (meters)    2451.94   (feet)  ADJUSTED  
 CU0270  ___________________________________________________________________
 CU0270  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CU0270  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CU0270  DYNAMIC HT  -         746.358 (meters)    2448.68  (feet)  COMP
 CU0270  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 CU0270
 CU0270  HORZ ORDER  -  SECOND
 CU0270  VERT ORDER  -  SECOND    CLASS 0
 CU0270
 CU0270.The horizontal coordinates were established by classical geodetic methods
 CU0270.and adjusted by the National Geodetic Survey in February 1996..
 CU0270
 CU0270.The orthometric height was determined by differential leveling
 CU0270.and adjusted by the National Geodetic Survey in June 1991..
 CU0270
 CU0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0270
 CU0270.The geoid height was determined by GEOID03.
 CU0270
 CU0270.The dynamic height is computed by dividing the NAVD 88
 CU0270.geopotential number by the normal gravity value computed on the
 CU0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0270.degrees latitude (g = 980.6199 gals.).
 CU0270
 CU0270.The modeled gravity was interpolated from observed gravity values.
 CU0270
 CU0270;                    North         East     Units Scale Factor Converg.
 CU0270;SPC TXNC     - 2,062,353.482   454,505.837   MT  0.99997730   -0 50 30.6
 CU0270;SPC TXNC     - 6,766,238.05  1,491,157.90   sFT  0.99997730   -0 50 30.6
 CU0270;SPC TX C     - 3,283,033.993   727,324.005   MT  1.00010756   +0 08 57.4
 CU0270;SPC TX C     -10,771,087.36  2,386,228.84   sFT  1.00010756   +0 08 57.4
 CU0270;UTM  14      - 3,565,222.940   401,668.046   MT  0.99971924   -0 33 23.1
 CU0270
 CU0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0270!SPC TXNC     -   0.99988679  x   0.99997730  =   0.99986410
 CU0270!SPC TX C     -   0.99988679  x   1.00010756  =   0.99999434
 CU0270!UTM  14      -   0.99988679  x   0.99971924  =   0.99960606
 CU0270
 CU0270:                Primary Azimuth Mark                     Grid Az
 CU0270:SPC TXNC     -  HEP                                      216 55 07.5
 CU0270:SPC TX C     -  HEP                                      215 55 39.5
 CU0270:UTM  14      -  HEP                                      216 38 00.0
 CU0270
 CU0270|---------------------------------------------------------------------|
 CU0270| PID    Reference Object                     Distance      Geod. Az  |
 CU0270|                                                           dddmmss.s |
 CU0270| CU0235 HEP                                 APPROX. 1.2 KM 2160436.9 |
 CU0270| CU0266 SAM AZ MK                           442.019 METERS 2830842.5 |
 CU0270|---------------------------------------------------------------------|
 CU0270
 CU0270                          SUPERSEDED SURVEY CONTROL
 CU0270
 CU0270  NAD 83(1986)-  32 13 09.53883(N)    100 02 36.61755(W) AD(       ) 2
 CU0270  NAD 27      -  32 13 09.06640(N)    100 02 35.27810(W) AD(       ) 2
 CU0270  NGVD 29 (??/??/92)  747.167  (m)         2451.33   (f) ADJ UNCH    2 0
 CU0270
 CU0270.Superseded values are not recommended for survey control.
 CU0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0270.See file dsdata.txt to determine how the superseded data were derived.
 CU0270
 CU0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA0166865223(NAD 83)
 CU0270_MARKER: DB = BENCH MARK DISK
 CU0270_SETTING: 80 = SET IN A BOULDER
 CU0270_SP_SET: BOULDER
 CU0270_STAMPING: HEP 1961
 CU0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0270+STABILITY: SURFACE MOTION
 CU0270
 CU0270  HISTORY     - Date     Condition        Report By
 CU0270  HISTORY     - 1961     MONUMENTED       CGS
 CU0270  HISTORY     - 1961     GOOD             CGS
 CU0270  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0270
 CU0270                          STATION DESCRIPTION
 CU0270
 CU0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CU0270'THE STATION IS LOCATED 24 MILES SOUTHWEST OF ABILENE, 15 MILES
 CU0270'WEST OF TUSCOLA, 6 MILES NORTHEAST OF SHEP, 0.25 MILE EAST OF
 CU0270'U.S. HWY 277.
 CU0270'
 CU0270'TO REACH THE STATION FROM WHERE U.S. HIGHWAY BY-PASS 277 AND
 CU0270'83 CROSSES OVER U.S. HIGHWAY 80, AT THE WEST EDGE OF ABILENE,
 CU0270'GO SOUTH ON U.S. HWY 277, 83 AND 84 BY-PASS FOR 1.7 MILES,
 CU0270'KEEP RIGHT, LEAVING U.S. HWY 83 AND 84 BY-PASS AND FOLLOW
 CU0270'U.S. HWY 277 SOUTH ALONG THE WEST EDGE OF THE MAIN HIGHWAY
 CU0270'FOR 0.5 MILE TO A JUNCTION, JUST WEST OF A OVERHEAD BRIDGE,
 CU0270'TURN RIGHT, SOUTHWEST, ON U.S. HWY 277 AND GO 22.2 MILES TO A
 CU0270'SIDE ROAD LEFT, TURN LEFT, EAST, ON THE GRAVELED ROAD AND GO
 CU0270'FOR 0.3 MILE TO THE AZIMUTH MARK ON RIGHT.
 CU0270'
 CU0270'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN A DRILL
 CU0270'HOLE IN OUTCROPPING BEDROCK, WHICH PROJECTS 2 INCHES AND IS
 CU0270'STAMPED HEP 1961.  IT IS 148 FEET SOUTH OF THE CENTER OF A
 CU0270'GRAVEL ROAD AND 1.3 FEET SOUTHWEST OF AN IRON ROAD WHICH PROJECTS
 CU0270'3 FEET.
 CU0270
 CU0270                          STATION RECOVERY (1961)
 CU0270
 CU0270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CU0270'13.7 MI SW FROM VIEW.
 CU0270'13.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0270'AT VIEW, THENCE 0.3 MILES ALONG A GRAVEL ROAD TO THE CROSSING OF A
 CU0270'PIPLINE, 115 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 25 FEET
 CU0270'EAST OF THE PIPELINE, SET IN THE CENTER OF THE TOP OF A BOULDER.
 CU0270
 CU0270                          STATION RECOVERY (1994)
 CU0270
 CU0270'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0236 ***********************************************************************
 CU0236  DESIGNATION -  HEP RM 2
 CU0236  PID         -  CU0236
 CU0236  STATE/COUNTY-  TX/TAYLOR
 CU0236  USGS QUAD   -  SHEP (1987)
 CU0236
 CU0236                         *CURRENT SURVEY CONTROL
 CU0236  ___________________________________________________________________
 CU0236* NAD 83(1986)-  32 12 46.     (N)    100 03 01.     (W)     SCALED    
 CU0236* NAVD 88     -       749.082  (meters)    2457.61   (feet)  ADJUSTED  
 CU0236  ___________________________________________________________________
 CU0236  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CU0236  DYNAMIC HT  -         748.084 (meters)    2454.34  (feet)  COMP
 CU0236  MODELED GRAV-     979,281.2   (mgal)                       NAVD 88
 CU0236
 CU0236  VERT ORDER  -  SECOND    CLASS 0
 CU0236
 CU0236.The horizontal coordinates were scaled from a topographic map and have
 CU0236.an estimated accuracy of +/- 6 seconds.
 CU0236
 CU0236.The orthometric height was determined by differential leveling
 CU0236.and adjusted by the National Geodetic Survey in June 1991..
 CU0236
 CU0236.The geoid height was determined by GEOID03.
 CU0236
 CU0236.The dynamic height is computed by dividing the NAVD 88
 CU0236.geopotential number by the normal gravity value computed on the
 CU0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0236.degrees latitude (g = 980.6199 gals.).
 CU0236
 CU0236.The modeled gravity was interpolated from observed gravity values.
 CU0236
 CU0236;                    North         East    Units  Estimated Accuracy
 CU0236;SPC TXNC     - 2,061,640.      453,860.      MT  (+/- 180 meters Scaled)
 CU0236
 CU0236                          SUPERSEDED SURVEY CONTROL
 CU0236
 CU0236  NGVD 29 (??/??/92)  748.90   (m)         2457.0    (f) COMPUTED    2 0
 CU0236
 CU0236.Superseded values are not recommended for survey control.
 CU0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0236.See file dsdata.txt to determine how the superseded data were derived.
 CU0236
 CU0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA010645(NAD 83)
 CU0236_MARKER: DD = SURVEY DISK
 CU0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0236_SP_SET: SILO
 CU0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0236
 CU0236  HISTORY     - Date     Condition        Report By
 CU0236  HISTORY     - 1961     MONUMENTED       CGS
 CU0236  HISTORY     - 1961     GOOD             NGS
 CU0236  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CU0236
 CU0236                          STATION DESCRIPTION
 CU0236
 CU0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0236'14.3 MI SW FROM VIEW.
 CU0236'14.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0236'AT VIEW, THENCE 0.25 MILES EAST ALONG THE MISSILE ROAD INTO THE EAST
 CU0236'CORNER OF THE SITE, 8 FEET SOUTH OF A TRIANGULATION STATION, SET IN
 CU0236'TOP OF THE NORTHWEST CORNER OF THE CONCRETE MISSILE SILO.
 CU0236
 CU0236                          STATION RECOVERY (1994)
 CU0236
 CU0236'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0661 ***********************************************************************
 BN0661  DESIGNATION -  HERBORT
 BN0661  PID         -  BN0661
 BN0661  STATE/COUNTY-  TX/GILLESPIE
 BN0661  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0661
 BN0661                         *CURRENT SURVEY CONTROL
 BN0661  ___________________________________________________________________
 BN0661* NAD 83(1993)-  30 11 32.50430(N)    098 55 44.84173(W)     ADJUSTED  
 BN0661* NAVD 88     -       588.     (meters)    1929.     (feet)  SCALED    
 BN0661  ___________________________________________________________________
 BN0661  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 BN0661  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 BN0661
 BN0661  HORZ ORDER  -  SECOND
 BN0661
 BN0661.The horizontal coordinates were established by classical geodetic methods
 BN0661.and adjusted by the National Geodetic Survey in February 1996..
 BN0661
 BN0661.The orthometric height was scaled from a topographic map.
 BN0661
 BN0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0661
 BN0661.The geoid height was determined by GEOID03.
 BN0661
 BN0661;                    North         East     Units Scale Factor Converg.
 BN0661;SPC TX C     - 3,059,130.895   835,218.787   MT  0.99998065   +0 43 23.7
 BN0661;SPC TX C     -10,036,498.61  2,740,213.64   sFT  0.99998065   +0 43 23.7
 BN0661;SPC TXSC     - 4,261,454.208   606,825.288   MT  0.99997499   +0 02 05.0
 BN0661;SPC TXSC     -13,981,121.01  1,990,892.63   sFT  0.99997499   +0 02 05.0
 BN0661;UTM  14      - 3,340,103.089   506,822.730   MT  0.99960057   +0 02 08.3
 BN0661
 BN0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0661!SPC TX C     -   0.99991115  x   0.99998065  =   0.99989180
 BN0661!SPC TXSC     -   0.99991115  x   0.99997499  =   0.99988614
 BN0661!UTM  14      -   0.99991115  x   0.99960057  =   0.99951176
 BN0661
 BN0661:                Primary Azimuth Mark                     Grid Az
 BN0661:SPC TX C     -  FREDERICKSBURG RAD KNAF MAST             021 11 38.8
 BN0661:SPC TXSC     -  FREDERICKSBURG RAD KNAF MAST             021 52 57.5
 BN0661:UTM  14      -  FREDERICKSBURG RAD KNAF MAST             021 52 54.2
 BN0661
 BN0661|---------------------------------------------------------------------|
 BN0661| PID    Reference Object                     Distance      Geod. Az  |
 BN0661|                                                           dddmmss.s |
 BN0661| BN0674 FREDERICKSBURG RAD KNAF MAST        APPROX.11.4 KM 0215502.5 |
 BN0661| BN0671 FREDERICKSBURG N MUNICIPAL TK       APPROX.11.0 KM 0245621.6 |
 BN0661| BN0665 FREDERICKSBURG CROSS MTN CROSS      APPROX.12.7 KM 0270736.6 |
 BN0661| BN0672 FREDERICKSBURG S MUNICIPAL TK       APPROX. 8.9 KM 0293713.1 |
 BN0661| CV4264 HERBORT RM 1                         14.880 METERS 13836     |
 BN0661| CV4265 HERBORT RM 2                          8.865 METERS 23917     |
 BN0661| CV4263 HERBORT AZ MK                                      2725759.4 |
 BN0661|---------------------------------------------------------------------|
 BN0661
 BN0661                          SUPERSEDED SURVEY CONTROL
 BN0661
 BN0661  NAD 83(1986)-  30 11 32.51330(N)    098 55 44.82789(W) AD(       ) 2
 BN0661  NAD 27      -  30 11 31.77700(N)    098 55 43.68030(W) AD(       ) 2
 BN0661
 BN0661.Superseded values are not recommended for survey control.
 BN0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0661.See file dsdata.txt to determine how the superseded data were derived.
 BN0661
 BN0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0682340103(NAD 83)
 BN0661_MARKER: DS = TRIANGULATION STATION DISK
 BN0661_SETTING: 66 = SET IN ROCK OUTCROP
 BN0661
 BN0661  HISTORY     - Date     Condition        Report By
 BN0661  HISTORY     - 1956     MONUMENTED       CGS
 BN0661  HISTORY     - 1958     GOOD             CGS
 BN0661  HISTORY     - 19930721 MARK NOT FOUND   USPSQD
 BN0661  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0661
 BN0661                          STATION DESCRIPTION
 BN0661
 BN0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0661'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF FREDERICKSBURG,
 BN0661'1/2 MILE NORTHEAST OF THE HOUSE OF REINHOLD HERBORT, THE
 BN0661'PROPERTY OWNER.  IT IS ABOUT 200 FEET NORTH OF A POWERLINE
 BN0661'POLE AND 4 FEET EAST OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0661'
 BN0661'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290
 BN0661'AND STATE HIGHWAY 16 IN FREDERICKSBURG, GO SOUTHWESTERLY
 BN0661'ON STATE HIGHWAY 16 FOR 4.8 MILES TO A SIDE ROAD ON THE LEFT
 BN0661'AT A SERVICE STATION, TURN LEFT, AND FOLLOW PAVED ROAD SOUTH
 BN0661'AND SOUTHWESTERLY FOR 1.5 MILES TO A SIDE ROAD ON THE LEFT,
 BN0661'TURN LEFT, AND FOLLOW PAVED ROAD SOUTHEASTERLY FOR 1.5 MILES
 BN0661'TO A CATTLE GUARD, AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 BN0661'SOUTH FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT, LEADING
 BN0661'TO THE REINHOLD HERBORT HOUSE, TURN LEFT, AND GO EAST FOR
 BN0661'0.1 MILE TO A GATE, TURN LEFT, AND GO NORTH ALONG THE WEST
 BN0661'SIDE OF A FENCE FOR 0.1 MILE TO A FENCE CORNER, BEAR RIGHT
 BN0661'AND SELECT WAY THROUGH TREES AND BRUSH IN A NORTHEASTERLY
 BN0661'DIRECTION FOR ABOUT 1/2 MILE TO THE WEST SLOPE OF THE
 BN0661'HILL AND THE END OF TRUCK TRAVEL.  FROM THIS POINT, PACK
 BN0661'EAST FOR ABOUT 300 YARDS TO THE HIGHEST POINT AND
 BN0661'STATION.
 BN0661'
 BN0661'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK
 BN0661'IS STAMPED HERBORT 1956.
 BN0661'
 BN0661'REFERENCE MARK 1 IS FLUSH WITH THE GROUND, AND THE DISK
 BN0661'IS STAMPED HERBORT NO 1 1956.
 BN0661'
 BN0661'REFERENCE MARK 2 IS FLUSH WITH THE GROUND, AND THE DISK
 BN0661'IS STAMPED HERBORT NO 2 1956.
 BN0661'
 BN0661'THE AZIMUTH MARK IS 420 PACES WEST OF THE CATTLE GUARD AND
 BN0661'THE ROAD, 36 FEET WEST OF A POWERLINE POLE AND 6 FEET SOUTH
 BN0661'OF A 4 IN X 4 IN WHITE WITNESS POST.  THE MARK IS FLUSH
 BN0661'WITH THE GROUND, AND THE DISK IS STAMPED HERBORT 1956.
 BN0661
 BN0661                          STATION RECOVERY (1958)
 BN0661
 BN0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CB)
 BN0661'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BN0661'FOR PROCEEDING TO STATION SITE ARE CORRECT BUT THE STATION
 BN0661'IS 42 FEET FROM THE CENTER LINE OF THE COUNTY ROAD INSTEAD
 BN0661'OF 34 FEET.
 BN0661
 BN0661                          STATION RECOVERY (1993)
 BN0661
 BN0661'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0661'MARK NOT FOUND.
 BN0661
 BN0661                          STATION RECOVERY (1996)
 BN0661
 BN0661'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1151 ***********************************************************************
 AH1151  DESIGNATION -  HERD 1933
 AH1151  PID         -  AH1151
 AH1151  STATE/COUNTY-  TX/NUECES
 AH1151  USGS QUAD   -  PORT ARANSAS (1975)
 AH1151
 AH1151                         *CURRENT SURVEY CONTROL
 AH1151  ___________________________________________________________________
 AH1151* NAD 83(1993)-  27 45 29.50628(N)    097 06 46.41168(W)     ADJUSTED  
 AH1151* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AH1151  ___________________________________________________________________
 AH1151  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AH1151  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH1151
 AH1151  HORZ ORDER  -  THIRD
 AH1151
 AH1151.The horizontal coordinates were established by classical geodetic methods
 AH1151.and adjusted by the National Geodetic Survey in February 1996..
 AH1151
 AH1151.The orthometric height was scaled from a topographic map.
 AH1151
 AH1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1151
 AH1151.The geoid height was determined by GEOID03.
 AH1151
 AH1151;                    North         East     Units Scale Factor Converg.
 AH1151;SPC TX S     - 5,232,482.334   436,736.632   MT  0.99998184   +0 37 47.1
 AH1151;SPC TX S     -17,166,902.46  1,432,860.10   sFT  0.99998184   +0 37 47.1
 AH1151;UTM  14      - 3,071,843.750   685,976.909   MT  1.00002693   +0 52 45.0
 AH1151
 AH1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1151!SPC TX S     -   1.00000382  x   0.99998184  =   0.99998566
 AH1151!UTM  14      -   1.00000382  x   1.00002693  =   1.00003075
 AH1151
 AH1151                          SUPERSEDED SURVEY CONTROL
 AH1151
 AH1151  NAD 83(1986)-  27 45 29.51459(N)    097 06 46.38754(W) AD(       ) 3
 AH1151  NAD 27      -  27 45 28.40400(N)    097 06 45.42600(W) AD(       ) 3
 AH1151
 AH1151.Superseded values are not recommended for survey control.
 AH1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1151.See file dsdata.txt to determine how the superseded data were derived.
 AH1151
 AH1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8597771844(NAD 83)
 AH1151_MARKER: DS = TRIANGULATION STATION DISK
 AH1151_SETTING: 0 = UNSPECIFIED SETTING
 AH1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1151
 AH1151  HISTORY     - Date     Condition        Report By
 AH1151  HISTORY     - 1933     MONUMENTED       CGS
 AH1151  HISTORY     - 1937     GOOD             TSI
 AH1151  HISTORY     - 1937     GOOD             LOCENG
 AH1151  HISTORY     - 1938     MARK NOT FOUND   CGS
 AH1151  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1151  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH1151
 AH1151                          STATION DESCRIPTION
 AH1151
 AH1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1151'STATION IS LOCATED ABOUT 7 MILES SW BY S OF PORT ARANSAS, ABOUT
 AH1151'4 MILES E OF THE EXTREME POINT OF SHAMROCK POINT, ON THE
 AH1151'E SHORE OF MUSTANG ISLAND.  THE STATION IS SITUATED ON ONE
 AH1151'OF THE SAND DUNES WHICH EXTEND ALONG THE GULF SHORE IN THIS
 AH1151'VICINITY, ALL OF THESE DUNES BEING ABOUT 25 FEET HIGH.
 AH1151'IT IS 175 METERS NW FROM THE MEAN-HIGH-WATER LINE OF THE
 AH1151'GULF OF MEXICO.
 AH1151'
 AH1151'SURFACE MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 AH1151'POST.
 AH1151'
 AH1151'NO UNDERGROUND OR REFERENCE MARK WAS SET.
 AH1151'
 AH1151'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE
 AH1151'STATION--PLAZA HOTEL IN CORPUS CHRISTI, 271 DEG.  ARANSAS
 AH1151'PASS MUNICIPAL TANK, 339 DEG.  PORT ARANSAS WAREHOUSE AND
 AH1151'TERMINAL TANK, 18 DEG.
 AH1151'
 AH1151'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 AH1151
 AH1151                          STATION RECOVERY (1937)
 AH1151
 AH1151'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AH1151'STATION RECOVERED IN GOOD CONDITION, BUT BURIED TO A DEPTH
 AH1151'OF 2-1/2 FEET IN SAND.  SIDE OF DUNE ON WHICH STATION IS LOCATED
 AH1151'SHOWS EVIDENCE OF WIND EROSION.  IT IS BEING CUT AWAY VERTICALLY,
 AH1151'AND VERTICAL EDGE OF DUNE IS NOW WITHIN FOUR OR FIVE FEET
 AH1151'OF STATION.
 AH1151
 AH1151                          STATION RECOVERY (1937)
 AH1151
 AH1151'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 AH1151'RECOVERED BY GEOTECHNICAL CORP
 AH1151'
 AH1151'COVERED UNDER ABOUT 8 FEET OF SAND, THE OLD TOWER BEING
 AH1151'SEEMINGLY INTACT BUT GULF WINDS AND STORMS HAVE CAUSED DEBRIS
 AH1151'AND TRASH TO COLLECT AROUND TOWER AND AT PRESENT ONLY TWO
 AH1151'FEET OF TOWER REMAINS VISIBLE.
 AH1151
 AH1151                          STATION RECOVERY (1938)
 AH1151
 AH1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1151'STATION IS LOST.  IT WAS RECOVERED IN AUGUST 1938, BUT LATER
 AH1151'IN THE SAME YEAR THE MARK WAS UNCOVERED BY WIND ACTION AND
 AH1151'THE MARK ROLLED DOWN THE HILL.  THE DUNE UPON WHICH THIS STATION
 AH1151'WAS LOCATED WILL SOON BE DESTROYED.
 AH1151
 AH1151                          STATION RECOVERY (1949)
 AH1151
 AH1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1151'THIS STATION HAS BEEN DESTROYED.  (SEE 1938 RECOVERY NOTE).
 AH1151
 AH1151                          STATION RECOVERY (1997)
 AH1151
 AH1151'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0045 ***********************************************************************
 EO0045  DESIGNATION -  HEREFORD
 EO0045  PID         -  EO0045
 EO0045  STATE/COUNTY-  TX/DEAF SMITH
 EO0045  USGS QUAD   -  HEREFORD (1970)
 EO0045
 EO0045                         *CURRENT SURVEY CONTROL
 EO0045  ___________________________________________________________________
 EO0045* NAD 83(1993)-  34 49 32.36589(N)    102 23 09.11300(W)     ADJUSTED  
 EO0045* NAVD 88     -      1163.386  (meters)    3816.88   (feet)  POSTED    
 EO0045  ___________________________________________________________________
 EO0045  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 EO0045  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 EO0045  DYNAMIC HT  -        1161.920 (meters)    3812.07  (feet)  COMP
 EO0045  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 EO0045
 EO0045  HORZ ORDER  -  THIRD
 EO0045  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EO0045
 EO0045.The horizontal coordinates were established by classical geodetic methods
 EO0045.and adjusted by the National Geodetic Survey in February 1996..
 EO0045
 EO0045.The orthometric height was determined by differential leveling
 EO0045.and adjusted by the National Geodetic Survey in 1992..
 EO0045.No vertical observational check was made to the station.
 EO0045.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EO0045.was located on a no-check spur therefore a value was not computed.
 EO0045
 EO0045.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0045
 EO0045.The geoid height was determined by GEOID03.
 EO0045
 EO0045.The dynamic height is computed by dividing the NAVD 88
 EO0045.geopotential number by the normal gravity value computed on the
 EO0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0045.degrees latitude (g = 980.6199 gals.).
 EO0045
 EO0045.The modeled gravity was interpolated from observed gravity values.
 EO0045
 EO0045;                    North         East     Units Scale Factor Converg.
 EO0045;SPC TX N     - 1,091,959.692   118,963.888   MT  0.99996393   -0 30 48.2
 EO0045;SPC TX N     - 3,582,537.76    390,300.69   sFT  0.99996393   -0 30 48.2
 EO0045;UTM  13      - 3,856,825.346   739,078.103   MT  1.00030454   +1 29 36.9
 EO0045
 EO0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0045!SPC TX N     -   0.99982140  x   0.99996393  =   0.99978534
 EO0045!UTM  13      -   0.99982140  x   1.00030454  =   1.00012589
 EO0045
 EO0045|---------------------------------------------------------------------|
 EO0045| PID    Reference Object                     Distance      Geod. Az  |
 EO0045|                                                           dddmmss.s |
 EO0045| EO0044 HEREFORD RM 1                        33.009 METERS 00844     |
 EO0045| CJ7458 HEREFORD TV CABLE CO MAST                          03456     |
 EO0045| EO0043 HEREFORD AZ MK                                     0944328.1 |
 EO0045| EO0604 HEREFORD MUNICIPAL TANK             APPROX. 1.3 KM 2135915.5 |
 EO0045| EO0046 HEREFORD RM 2                        26.886 METERS 26909     |
 EO0045|---------------------------------------------------------------------|
 EO0045
 EO0045                          SUPERSEDED SURVEY CONTROL
 EO0045
 EO0045  NAD 83(1986)-  34 49 32.37331(N)    102 23 09.10476(W) AD(       ) 3
 EO0045  NAD 27      -  34 49 32.15700(N)    102 23 07.38100(W) AD(       ) 3
 EO0045  NGVD 29 (??/??/92) 1162.894  (m)         3815.26   (f) ADJ UNCH    1 2
 EO0045
 EO0045.Superseded values are not recommended for survey control.
 EO0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0045.See file dsdata.txt to determine how the superseded data were derived.
 EO0045
 EO0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU3907856825(NAD 83)
 EO0045_MARKER: DS = TRIANGULATION STATION DISK
 EO0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0045_STAMPING: HEREFORD 1935
 EO0045_MARK LOGO: CGS   
 EO0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0045+STABILITY: SURFACE MOTION
 EO0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0045+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 EO0045
 EO0045  HISTORY     - Date     Condition        Report By
 EO0045  HISTORY     - 1935     MONUMENTED       CGS
 EO0045  HISTORY     - 1968     GOOD             BGAS
 EO0045  HISTORY     - 1970     GOOD             USGS
 EO0045  HISTORY     - 1971     GOOD             NGS
 EO0045  HISTORY     - 1971     GOOD             NGS
 EO0045  HISTORY     - 1977     GOOD             NGS
 EO0045  HISTORY     - 19831010 GOOD             NGS
 EO0045  HISTORY     - 1984     GOOD             NGS
 EO0045  HISTORY     - 20020314 GOOD             NGS
 EO0045
 EO0045                          STATION DESCRIPTION
 EO0045
 EO0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0045'STATION LIES IN THE PRESENT E EDGE OF HEREFORD, ON A VACANT
 EO0045'LOT OWNED BY ROCKWELL BROTHERS LUMBER COMPANY, 150 YARDS W
 EO0045'OF STUCCO HOUSE KNOWN AS THE LUKE FIELD HOUSE, ON THE SE CORNER
 EO0045'OF LOT, 49 FEET NW OF CENTER OF STREET INTERSECTION, 35 FEET
 EO0045'W OF CENTER OF STREET, 39 FEET N OF CENTER OF STREET, 0.65
 EO0045'MILE E AND 0.25 MILE N OF THE HEREFORD COURTHOUSE.  STATION
 EO0045'MARK PROJECTS 1 INCH.
 EO0045'
 EO0045'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0045'BRONZE DISKS SET IN CONCRETE.
 EO0045'
 EO0045'REFERENCE MARK NO. 1 IS NNE OF STATION, 21 FEET W OF CENTER
 EO0045'OF STREET, AND PROJECTS 1 INCH.
 EO0045'
 EO0045'REFERENCE MARK NO. 2 IS W OF STATION, 36 FEET N OF CENTER OF
 EO0045'STREET, AND PROJECTS 1 INCH.
 EO0045'
 EO0045'AZIMUTH MARK IS E OF STATION, 42 FEET N OF CENTER OF HIGHWAY, AND
 EO0045'PROJECTS 10 INCHES.
 EO0045'
 EO0045'STATION IS REACHED FROM SE CORNER OF COURTHOUSE SQUARE IN
 EO0045'HEREFORD BY DRIVING EASTERLY ON E 3RD STREET FOR 0.6 MILE,
 EO0045'TURN RIGHT AT END OF E 3RD STREET AND GO E ABOUT 100 YARDS THENCE
 EO0045'N 0.3 MILE, AT STREET T-INTERSECTION TURN RIGHT OR E 0.1 MILE
 EO0045'TO STATION.
 EO0045'
 EO0045'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATION DICKERSON.
 EO0045'A 10-FOOT STAND WAS USED.
 EO0045
 EO0045                          STATION RECOVERY (1968)
 EO0045
 EO0045'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1968 (RLW)
 EO0045'HEREFORD 1935-GOOD
 EO0045'
 EO0045'HEREFORD R.M. 1 1935-GOOD
 EO0045'
 EO0045'HEREFORD R.M. 2 1935-GOOD
 EO0045'
 EO0045'(AZ.MK.) HEREFORD 1935-GOOD
 EO0045'
 EO0045'THE 1935 DESCRIPTION IS ADEQUATE.
 EO0045
 EO0045                          STATION RECOVERY (1970)
 EO0045
 EO0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EO0045'THE B.M. (SURFACE MARK) HAS BEEN REMOVED AND NO LONGER EXISTS.
 EO0045'THE UNDERGROUND MARK AND R.M. 1 (ALSO B.M.) WERE RECOVERED.
 EO0045'R.M. 2 WAS NOT FOUND.  THE AZIMUTH MARK WAS RECOVERED BUT IS
 EO0045'NOT VISIBLE FROM THE GROUND.  ELEVATIONS LISTED IN 314 TEXAS.
 EO0045'
 EO0045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--HEREFORD,
 EO0045'INT. OF IRVING AND MABLE STREETS
 EO0045
 EO0045                          STATION RECOVERY (1971)
 EO0045
 EO0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EO0045'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 EO0045'RECOVERED IN GOOD CONDITION, SMALL DIFFERENCES WERE FOUND IN
 EO0045'THE MEASUREMENTS TO THE REFERENCE MARKS.  THE AZIMUTH MARK
 EO0045'WAS NOT RECOVERED AND IS BELIEVED TO BE DESTROYED.  A PIECE
 EO0045'OF CONCRETE SIMILAR TO THE BASE OF A MONUMENT, WITH THE
 EO0045'REMAINS OF A WOODEN POST IN THE EDGE OF IT WAS FOUND AT THE
 EO0045'LOCATION OF THE AZIMUTH MARK, THE TOP OF THE MONUMENT OR A
 EO0045'DISK WERE NOT FOUND.  THE AREA APPEARS TO HAVE BEEN GRADED OR
 EO0045'SMOOTHED DOWN RECENTLY.  THE STATION WAS VISITED DUE TO A
 EO0045'REPORT IN 1970 THAT THE SURFACE STATION MARK HAD BEEN DESTROYED
 EO0045'AND THAT REFERENCE MARK NO. 2 WAS NOT FOUND.  THE AZIMUTH
 EO0045'MARK HAD BEEN RECOVERED IN GOOD CONDITION AT THAT TIME.
 EO0045'A NEW AZIMUTH MARK WAS NOT SET AS OTHER OBJECTS WERE NOT
 EO0045'VISIBLE FROM THE STATION DUE TO HOUSES IN THE AREA.  THE
 EO0045'DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED AS THERE
 EO0045'ARE HOUSES ON LINE.
 EO0045'
 EO0045'A NEW DESCRIPTION FOLLOWS--
 EO0045'
 EO0045'THE STATION IS LOCATED IN THE EAST PART OF HEREFORD, IN THE
 EO0045'NORTHWEST CORNER OF THE INTERSECTION OF IRVING STREET AND
 EO0045'MABLE AVENUE, IN THE YARD AT THE HOME OF MR. FRANK GARCIA,
 EO0045'501 IRVING STREET.
 EO0045'
 EO0045'THE STATION MARK IS A STANDARD DISK STAMPED HEREFORD 1935,
 EO0045'SET IN A SQUARE CONCRETE MONUMENT WHICH IS 4-INCHES BELOW
 EO0045'GROUND SURFACE.  IT IS 67 FEET WEST OF A FIRE HYDRANT, 20.3
 EO0045'FEET WEST OF THE WEST CURB OF IRVING ST., 16.5 FEET SOUTHEAST
 EO0045'OF THE SOUTHEAST CORNER OF CONCRETE PORCH, 14 FEET NORTHWEST
 EO0045'OF THE SOUTHWEST CORNER POST OF YARD FENCE, 10.5 FEET NORTH
 EO0045'OF THE SOUTH YARD FENCE, AND 9.8 FEET WEST OF THE EAST YARD
 EO0045'FENCE.
 EO0045'
 EO0045'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HEREFORD
 EO0045'NO 1 1935, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 EO0045'GROUND.  IT IS 144 FEET NORTH OF THE CENTER OF THE INTERSECTION
 EO0045'OF MABLE AVE. AND IRVING ST., 29.5 FEET EAST-NORTHEAST OF THE
 EO0045'NORTHEAST CORNER OF THE HOUSE AT 503 IRVING ST., 9 FEET SOUTH
 EO0045'OF THE CENTER OF A CONCRETE DRIVEWAY, AND 5 FEET WEST OF THE
 EO0045'WEST CURB OF IRVING ST.
 EO0045'
 EO0045'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HEREFORD NO 2 1935,
 EO0045'SET IN A SQUARE CONCRETE MONUMENT 6-INCHES BELOW GROUND SURFACE.
 EO0045'IT IS 57.5 FEET NORTHEAST OF A MANHOLE COVER IN MABLE AVE.,
 EO0045'36 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 32
 EO0045'FEET NORTH OF THE CENTER OF MABLE AVE., 8.2 FEET NORTH OF
 EO0045'THE CORNER POST AT THE SOUTHWEST CORNER OF YARD, AND 2.1 FEET
 EO0045'EAST OF THE WEST YARD FENCE.
 EO0045'
 EO0045'TO REACH THE STATION FROM THE HEREFORD POST OFFICE, GO SOUTH
 EO0045'ON MAIN STREET FOR 0.25 MILE TO U.S. HIGHWAY 60 (E. FIRST ST.),
 EO0045'TURN LEFT AND GO EAST ON HIGHWAY 60 FOR 0.85 MILE TO IRVING
 EO0045'ST. ON THE LEFT, TURN LEFT AND GO NORTH ON IRVING ST. FOR
 EO0045'0.3 MILE TO ITS INTERSECTION WITH MABLE AVENUE AND THE STATION
 EO0045'IN THE NORTHWEST CORNER AS DESCRIBED.
 EO0045
 EO0045                          STATION RECOVERY (1971)
 EO0045
 EO0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EO0045'IN HEREFORD.
 EO0045'0.85 MILE EAST OF THE POST OFFICE IN HEREFORD, IN THE NORTHWEST CORNER
 EO0045'OF THE INTERSECTION OF MABLE AVENUE AND IRVING STREET, 67 FEET WEST OF
 EO0045'A FIRE HYDRANT, 20.3 FEET WEST OF WEST CURB OF IRVING ST., 16.5 FEET
 EO0045'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE PORCH, 14 FEET
 EO0045'NORTHWEST OF THE SOUTHWEST CORNER POST OF YARD FENCE, 10.5 FEET NORTH
 EO0045'OF THE SOUTH YARD FENCE, 9.8 FEET WEST OF THE EAST YARD FENCE, SET IN
 EO0045'A SQUARE CONCRETE MONUMENT 4-INCHES BELOW GROUND SURFACE IN THE LAWN
 EO0045'AT THE HOME OF MR. FRANK GARCIA, 501 IRVING STREET.
 EO0045
 EO0045                          STATION RECOVERY (1977)
 EO0045
 EO0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 EO0045'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 EO0045'RECOVERED AND FOUND IN GOOD CONDITION.  THE LINE OF SIGHT FROM THE
 EO0045'STATION TO THE AZIMUTH MARK IS BLOCKED BY BUILDINGS.  THE DISTANCE
 EO0045'AND DIRECTION TO THE REFERENCE MARKS WAS VERIFIED.
 EO0045'
 EO0045'POLARIS WAS OBSERVED AT THIS TIME.
 EO0045'
 EO0045'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 EO0045'
 EO0045'THE STATION IS LOCATED IN THE EAST SECTION OF HEREFORD, AT THE
 EO0045'NORTHWEST CORNER OF THE INTERSECTION OF IRVING AND MABLE STREET, IN
 EO0045'THE YARD OF MR. FRANK GARCIA HOME, 501 IRVING STREET.
 EO0045'
 EO0045'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAYS 60 AND
 EO0045'385, IN HEREFORD, GO NORTHEASTERLY ON U. S. HIGHWAY 60 FOR 1.2 MILES
 EO0045'TO JUNCTION OF IRVING STREET ON THE LEFT.  TURN LEFT AND GO NORTH
 EO0045'ON IRVING STREET FOR 0.3 MILE TO STATION ON THE LEFT.
 EO0045'
 EO0045'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST,
 EO0045'THAT IS ABOUT 4-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 EO0045'STAMPED HEREFORD 1935.  IT IS 16.6 FEET SOUTHEAST OF THE SOUTHEAST
 EO0045'CORNER OF HOUSE, 11.6 FEET SOUTH OF THE SOUTH EDGE OF SIDEWALK, 10
 EO0045'FEET WEST OF THE WEST EDGE OF SIDEWALK, 14 FEET NORTHWEST OF A
 EO0045'TELEPHONE POLE AND 1 FOOT EAST OF THE EAST EDGE OF THE CONCRETE
 EO0045'DRIVEWAY OF HOME.
 EO0045'
 EO0045'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 EO0045'POST, THAT IS ABOUT 2-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 EO0045'STAMPED HEREFORD NO 1 1935.  IT IS 29.5 FEET EAST-NORTHEAST OF THE
 EO0045'NORTHEAST CORNER OF HOUSE, AT 503 IRVING STREET, 5 FEET WEST OF
 EO0045'THE WEST EDGE OF IRVING STREET AND 1.6 FEET SOUTH OF THE SOUTH
 EO0045'EDGE OF THE CONCRETE DRIVEWAY.
 EO0045'
 EO0045'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 EO0045'POST, THAT IS NOW UNDER THE CONCRETE DRIVEWAY OF MR. GARCIAS HOME,
 EO0045'BUT A 4-INCH OPENING HOLE IN THE CONCRETE DRIVEWAY BY THE FORESIGHT
 EO0045'OF MR. GARCIA, THE MARK CAN STILL BE USED.  IT IS 12.6 FEET
 EO0045'SOUTHEAST OF THE EAST EDGE OF THE EAST DOUBLE GARAGE DOORS, 11.4
 EO0045'FEET SOUTH-SOUTHWEST OF THE WEST EDGE OF THE SOUTH
 EO0045'ENTRANCE DOOR TO HOUSE AND 7.6 FEET SOUTH OF A BRICK FLOWER WALL,
 EO0045'ALONG THE SOUTH EDGE OF HOUSE.
 EO0045'
 EO0045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HEREFORD.
 EO0045
 EO0045                          STATION RECOVERY (1983)
 EO0045
 EO0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 EO0045'THE STATION WAS RECOVERED AS DESCRIBED IN 1971.  THE DISTANCES AND
 EO0045'DIRECTIONS CHECKED WITH PREVIOUIS DATA.
 EO0045
 EO0045                          STATION RECOVERY (1984)
 EO0045
 EO0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0045'RECOVERED IN GOOD CONDITION.
 EO0045
 EO0045                          STATION RECOVERY (2002)
 EO0045
 EO0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0045'RECOVERED AS DESCRIBED.
 EO0045' 
 EO0045' 
 EO0045' 
 EO0045' 
 EO0045'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0803 ***********************************************************************
 CC0803  DESIGNATION -  HEREFORD
 CC0803  PID         -  CC0803
 CC0803  STATE/COUNTY-  TX/REEVES
 CC0803  USGS QUAD   -  EAST OF BARRILLA DRAW NORTH (1970)
 CC0803
 CC0803                         *CURRENT SURVEY CONTROL
 CC0803  ___________________________________________________________________
 CC0803* NAD 83(1993)-  31 14 05.99567(N)    103 20 27.02134(W)     ADJUSTED  
 CC0803* NAVD 88     -       849.00   (+/-2cm)    2785.4    (feet)  VERTCON   
 CC0803  ___________________________________________________________________
 CC0803  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CC0803  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CC0803
 CC0803  HORZ ORDER  -  SECOND
 CC0803  VERT ORDER  -  THIRD ? (See Below)
 CC0803
 CC0803.The horizontal coordinates were established by classical geodetic methods
 CC0803.and adjusted by the National Geodetic Survey in February 1996..
 CC0803
 CC0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0803.The vertical order pertains to the NGVD 29 superseded value.
 CC0803
 CC0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0803
 CC0803.The geoid height was determined by GEOID03.
 CC0803
 CC0803;                    North         East     Units Scale Factor Converg.
 CC0803;SPC TX C     - 3,177,730.790   413,543.561   MT  0.99989002   -1 32 56.6
 CC0803;SPC TX C     -10,425,605.10  1,356,767.50   sFT  0.99989002   -1 32 56.6
 CC0803;UTM  13      - 3,456,832.758   658,014.067   MT  0.99990798   +0 51 37.9
 CC0803
 CC0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0803!SPC TX C     -   0.99987044  x   0.99989002  =   0.99976048
 CC0803!UTM  13      -   0.99987044  x   0.99990798  =   0.99977843
 CC0803
 CC0803|---------------------------------------------------------------------|
 CC0803| PID    Reference Object                     Distance      Geod. Az  |
 CC0803|                                                           dddmmss.s |
 CC0803| CH9565 HEREFORD RM 3                        44.615 METERS 04034     |
 CC0803| CH9563 HEREFORD RM 1                        44.620 METERS 04035     |
 CC0803| CH9561 HEREFORD AZ MK                                     2121812.5 |
 CC0803| CH9564 HEREFORD RM 2                        25.768 METERS 30132     |
 CC0803| CH9566 HEREFORD RM 4                        25.195 METERS 30340     |
 CC0803| CH9562 HEREFORD AZ MK 2                                   3165145.9 |
 CC0803| CC0809 PECOS WATER TANK                    APPROX.25.9 KM 3245421.3 |
 CC0803| CC0810 PECOS COURTHOUSE CUPOLA             APPROX.25.6 KM 3251305.7 |
 CC0803|---------------------------------------------------------------------|
 CC0803
 CC0803                          SUPERSEDED SURVEY CONTROL
 CC0803
 CC0803  NAD 83(1986)-  31 14 05.99643(N)    103 20 27.01437(W) AD(       ) 2
 CC0803  NAD 27      -  31 14 05.49000(N)    103 20 25.40800(W) AD(       ) 2
 CC0803  NGVD 29 (07/19/86)  848.77   (m)         2784.7    (f) LEVELING    3  
 CC0803
 CC0803.Superseded values are not recommended for survey control.
 CC0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0803.See file dsdata.txt to determine how the superseded data were derived.
 CC0803
 CC0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ5801456833(NAD 83)
 CC0803_MARKER: DS = TRIANGULATION STATION DISK
 CC0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0803
 CC0803  HISTORY     - Date     Condition        Report By
 CC0803  HISTORY     - 1935     MONUMENTED       CGS
 CC0803  HISTORY     - 1943     GOOD             LOCSUR
 CC0803  HISTORY     - 1945     GOOD             CGS
 CC0803  HISTORY     - 1946     GOOD             LOCENG
 CC0803  HISTORY     - 1950     GOOD             LOCSUR
 CC0803  HISTORY     - 1968     GOOD             TEXACO
 CC0803  HISTORY     - 1970     GOOD             NGS
 CC0803
 CC0803                          STATION DESCRIPTION
 CC0803
 CC0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0803'STATION IS LOCATED ABOUT 16 MILES SE OF PECOS, 7 MILES SE OF
 CC0803'THE SW END OF TOYAH LAKE, AND 3 MILES NE OF STATE HIGHWAY
 CC0803'27.  IT IS ON THE HIGHEST POINT OF A BRUSH-COVERED RIDGE WHICH
 CC0803'ROUGHLY PARALLELS HIGHWAY 27, AND WHICH BREAKS ON THE W SIDE
 CC0803'(RATHER STEEPLY IN SOME PLACES).  IT IS ON LAND WHICH IS
 CC0803'PROBABLY OWNED BY THE TEXAS AND PACIFIC RAILROAD.  MARK
 CC0803'PROJECTS 6 INCHES.
 CC0803'
 CC0803'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CC0803'STANDARD BRONZE DISKS SET IN CONCRETE.
 CC0803'
 CC0803'REFERENCE MARK NO. 1 IS NE OF THE STATION, AND PROJECTS 6
 CC0803'INCHES.
 CC0803'
 CC0803'REFERENCE MARK NO. 2 IS WNW OF THE STATION, AND PROJECTS
 CC0803'6 INCHES.
 CC0803'
 CC0803'THE AZIMUTH MARK S SSW OF THE STATION, AND PROJECTS 6 INCHES.
 CC0803'IT IS 17 FEET NE OF THE CENTER LINE OF STATE HIGHWAY 27 AND IS
 CC0803'AT A POINT 7.6 MILES S OF THE HIGHWAY BRIDGE ACROSS TOYAH
 CC0803'CREEK.  (THIS BRIDGE IS 10.6 MILES S OF PECOS).
 CC0803'
 CC0803'MOUNT BEARD, THE HIGHEST VISIBLE PEAK TO THE S, BEARS 189
 CC0803'DEGREES MAGNETIC FROM THE STATION, AND TWO WINDMILLS AND A
 CC0803'LARGE RED BARN ABOUT 3-1/2 MILES DISTANT BEAR 41 DEGREES
 CC0803'MAGNETIC FROM THE STATION.
 CC0803'
 CC0803'TO REACH THE STATION FROM REEVES COUNTY COURTHOUSE IN PECOS,
 CC0803'GO SE ON STATE HIGHWAY 27, 10.6 MILES TO AN ANGLING BRIDGE
 CC0803'ACROSS TOYAH CREEK.  CONTINUE SE ON HIGHWAY 27, 1.6 MILES
 CC0803'(CROSSING A CATTLE GUARD AT 1.1 MILES TO A GRADED ROAD ON THE
 CC0803'LEFT.  (THE AZIMUTH MARK IS 6.0 MILES SE BY WAY OF THE
 CC0803'HIGHWAY FROM THIS POINT).  HERE LEAVE HIGHWAY 27, TURN LEFT
 CC0803'AND GO 0.6 MILE ON GRADED ROAD TO THE LAKE RANCH.  DRIVE E
 CC0803'THRU YARD, PASSING THRU 3 WOOD GATES ON THE N SIDE OF THE BARN
 CC0803'AND GO E ALONG THE S SIDE OF FENCE ON TRACK ROAD 0.3 MILE TO
 CC0803'A FORK.  TAKE THE RIGHT FORK, MAIN ROAD, AND CONTINUE
 CC0803'EASTERLY 2.1 MILES TO A DIRT TANK AND A WINDMILL WHICH IS
 CC0803'GUYED BY FIVE GUY ROPES.  PASS THRU GATE IN E-W FENCE AT A
 CC0803'POINT 40 YARDS S OF THE MILL AND GO S ON PLAIN TRACKS 0.8
 CC0803'MILE TO A POINT WHERE THE ROAD TURNS LEFT OR E.  FOLLOW
 CC0803'THE ROAD E 2.2 MILES TO A POINT WHERE THE ROAD COMES UP ON
 CC0803'THE TOP OF THE RIDGE.  HERE LEAVE ROAD, TURN RIGHT AND GO S
 CC0803'ACROSS COUNTRY ALONG THE RIDGE, KEEPING CLOSE TO THE
 CC0803'BREAKS ON THE W SIDE OF THE RIDGE, A DISTANCE OF 2.7 MILES
 CC0803'TO THE STATION WHICH IS ON THE HIGHEST PART OF THE RIDGE.
 CC0803'
 CC0803'A 35-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 CC0803'
 CC0803'NOTE--THIS STATION MAY BE RATHER DIFFICULT TO RECOVER BECAUSE
 CC0803'OF THE HEAVY BRUSH ON THE RIDGE AND BECAUSE OF THE FACT THAT
 CC0803'THERE IS NO PROMINENT TOPOGRAPHIC FEATURE IN THE IMMEDIATE
 CC0803'VICINITY TO WHICH THE STATION MAY BE REFERENCED.  IF THE
 CC0803'STATION IS NOT RECOVERED BY FOLLOWING THE HIGHWAY DESCRIBED.
 CC0803'IT IS SUGGESTED THAT AN ATTEMPT BE MADE TO RECOVER IT BY
 CC0803'DRIVING ACROSS COUNTRY IN THE PROPER AZIMUTH FROM THE AZIMUTH
 CC0803'MARK A DISTANCE OF 3.2 MILES TO THE STATION.
 CC0803
 CC0803                          STATION RECOVERY (1943)
 CC0803
 CC0803'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943 (BJ)
 CC0803'RECOVERED BY GEOPHYSICAL SURVEYOR
 CC0803'
 CC0803'DISK STAMPED HEREFORD 1935 RECOVERED IN EXCELLENT CONDITION.
 CC0803'
 CC0803'THE FOLLOWING DESCRIPTION CHANGE SHOULD HELP A GREAT DEAL IN
 CC0803'RECOVERING STATION--
 CC0803'
 CC0803'TO REACH STATION FROM COURTHOUSE IN PECOS, GO SE ON HIGHWAY
 CC0803'(STATE) 285 FOR 21.9 MILES.  HERE TAKE LEFT ON RANCH TRAIL 0.5
 CC0803'MILE TO WINDMILL AND CORRAL.  PASS CORRAL 0.2 MILE AND LEAVE MAIN
 CC0803'TRAIL, TAKING TRAIL TO LEFT.  FOLLOW THIS 1.0 MILE TO CROSS
 CC0803'TRAIL NNW.  TAKE THIS VERY STRAIGHT TRAIL 3.5 MILES TO POINT
 CC0803'5 MILES SSE OF ESCARPMENT.  STATION IS APPROXIMATELY 300 FEET
 CC0803'NE OF TRAIL.
 CC0803
 CC0803                          STATION RECOVERY (1945)
 CC0803
 CC0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0803'PRESENT DESCRIPTION INADEQUATE FOR PRESENT-DAY RECOVERY.  NEW
 CC0803'DESCRIPTION FOLLOWS--
 CC0803'
 CC0803'STATION IS LOCATED ABOUT 16 MILES SE OF PECOS, 7 MILES SE OF
 CC0803'THE SW END OF TOYAH LAKE, AND 435 FEET NE OF THE NEW (UNCOMPLETED)
 CC0803'FT. STOCKTON-PECOS HIGHWAY.
 CC0803'
 CC0803'TO REACH THE STATION FROM REEVES COUNTY COURTHOUSE IN PECOS, GO
 CC0803'SE ON STATE HIGHWAY 27 10.6 MILES TO AN ANGLING BRIDGE
 CC0803'ACROSS TOYAH CREEK.  CONTINUE SE ON HIGHWAY 27 FOR 6.0 MILES
 CC0803'(CROSSING A CATTLE GUARD AT 1.1 MILES AND THE ENTRANCE ROAD
 CC0803'TO LAKE RANCH AT 1.6 MILES).  KEEP STRAIGHT AHEAD ON HIGHWAY
 CC0803'27 (PASSING OVER CATTLE GUARD AT 3.5 MILES) TO A ROAD LEADING
 CC0803'LEFT (NE AND E).  PROJECTED ON IT FOR 2.7 MILES (PASSING OVER
 CC0803'THE TOP OF A RIDGE AT 2.0 MILES) TO THE JUNCTION WITH FT.
 CC0803'STOCKTON-PECOS PAVED HIGHWAY.  TURN RIGHT (SE) ON PAVED
 CC0803'HIGHWAY FOR 0.3 MILE.* THE STATION IS 435 FEET NE FROM THIS
 CC0803'POINT.
 CC0803'
 CC0803'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CC0803'DISTANCES AND REFERENCE MARKS WERE NOT CHECKED.
 CC0803'
 CC0803'*END OF PRESENT CONSTRUCTION OF NEW FT. STOCKTON-PECOS HIGHWAY
 CC0803'IS 0.3 MILE NW OF STATION (MARCH 1945).
 CC0803
 CC0803                          STATION RECOVERY (1946)
 CC0803
 CC0803'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (HEO)
 CC0803'RECOVERED BY GENERAL GEOPHYSICAL CO
 CC0803'
 CC0803'MARK IS IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0803
 CC0803                          STATION RECOVERY (1950)
 CC0803
 CC0803'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1950 (SAS)
 CC0803'MARK IS IN GOOD CONDITION AND APPARENTLY DISTURBED.  IT IS
 CC0803'STAMPED HEREFORD 1935.  THIS MARKER IS VERY DIFFICULT TO
 CC0803'LOCATE FROM PREVIOUS DESCRIPTION.  DIRECTIONS FOR LOCATING
 CC0803'STATION FOLLOW--
 CC0803'
 CC0803'FROM THE COURTHOUSE AT PECOS, GO S AND SE ALONG U.S. HIGHWAY
 CC0803'285 FOR 8.0 MILES TO BRIDGE ACROSS TOYAH CREEK, CONTINUE
 CC0803'ALONG HIGHWAY 6.5 MILES TO CURVE TO THE LEFT, CONTINUE SE ALONG
 CC0803'HIGHWAY 1.2 MILES TO TOP OF A HILL AND S END OF A SHALLOW CUT.
 CC0803'CONTINUE ALONG HIGHWAY FOR 0.47 MILE.  STATION IS AT RIGHT
 CC0803'ANGLES TO THE HIGHWAY FROM THIS POINT, APPROXIMATELY 390 FEET
 CC0803'NE.
 CC0803
 CC0803                          STATION RECOVERY (1968)
 CC0803
 CC0803'RECOVERY NOTE BY TEXACO INCORPORATED 1968 (BLE)
 CC0803'R.M. 2 IS BROKEN OFF AT GROUND LEVEL.  IT SHOULD BE MOVED OR
 CC0803'REPLACED WITH SOME PROJECTING POST SET AROUND IT BECAUSE OF A
 CC0803'TEMPORARY CONSTRUCTION YARD TO THE NORTH.  A NEW DESCRIPTION TO
 CC0803'LOCATE STATION--FROM COURTHOUSE AT PECOS, TEXAS GO SOUTH ON
 CC0803'U.S. HWY 285 FOR 15.7 MILES TO STEEL GATE ON EAST SIDE HIGHWAY.
 CC0803'TURN LEFT THRU GATE GATE AND CONTINUE SSE PARALLEL WITH
 CC0803'HIGHWAY ABOUT 0.3 MILE TO STATION.  STATION IS NOW AT SOUTH
 CC0803'END OF A LARGE AREA USED BY A HIGHWAY CONSTRUCTION CONTRACTOR.
 CC0803
 CC0803                          STATION RECOVERY (1970)
 CC0803
 CC0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CC0803'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 CC0803'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND TO
 CC0803'BE DESTROYED.  TWO NEW REFERENCE MARKS AND A NEW AZIMUTH MARK
 CC0803'WERE SET.  A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT
 CC0803'16 MILES SOUTHEAST OF PECOS, IN PASTURE LAND ALONG THE
 CC0803'NORTHEAST SIDE OF U.S. HIGHWAY 285.
 CC0803'
 CC0803'TO REACH STATION FROM THE COURTHOUSE IN PECOS, GO SOUTHEAST
 CC0803'ALONG U.S. HIGHWAY 285 FOR 15.65 MILES TO AZIMUTH MARK AZ 2 ON THE
 CC0803'RIGHT.  CONTINUE ON THE HIGHWAY 0.5 MILE TO STATION ON THE
 CC0803'LEFT.  TO REACH THE ORIGINAL AZIMUTH MARK FROM THE STATION,
 CC0803'GO SOUTHEAST ON U.S. HIGHWAY 285 FOR 1.3 MILES TO FM HIGHWAY
 CC0803'2007, TURN RIGHT, SOUTHWEST, ON FM 2007 GO 2.1 MILES TO A SIDE
 CC0803'ROAD ON THE RIGHT, CROSS OVER CATTLE GUARD AND TURN SHARP
 CC0803'RIGHT, NORTHERLY, GO 0.1 MILE TO A BLADED ROAD, TURN LEFT,
 CC0803'WESTERLY, GO 0.45 MILE TO AZIMUTH MARK ON THE RIGHT.
 CC0803'
 CC0803'STATION MARK, A STANDARD DISK, STAMPED HEREFORD 1935, IS SET
 CC0803'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 CC0803'GROUND.  IT IS 460 FEET NORTHEAST OF THE HIGHWAY CENTER LINE,
 CC0803'AND 3.5 FEET WEST OF A METAL WITNESS POST.
 CC0803'
 CC0803'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED HEREFORD 1935
 CC0803'NO 3 1970, IS SET IN A 12 IN X 12 IN POST FLUSH WITH SURFACE
 CC0803'OF GROUND.  IT IS AT THE SOUTH CORNER OF AN AREA USED BY HIGHWAY
 CC0803'DEPARTMENT.
 CC0803'
 CC0803'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED HEREFORD 1935 NO
 CC0803'4 1970, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CC0803'8 INCHES ABOVE GROUND.  IT IS NEAR THE SOUTH EDGE OF THE AREA
 CC0803'USED BY HIGHWAY DEPARTMENT AND 1 FOOT NORTH OF A METAL
 CC0803'WITNESS POST.
 CC0803'
 CC0803'AZIMUTH MARK A STANDARD DISK, STAMPED HEREFORD AZIMUTH 1935, IS
 CC0803'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6 INCHES
 CC0803'ABOVE GROUND.  IT IS 24 FEET NORTH OF AN EAST-WEST ROAD
 CC0803'CENTER LINE AND 2.5 FEET NORTH OF A METAL WITNESS POST.
 CC0803'
 CC0803'AZIMUTH MARK NO. 2, A STANDARD DISK, STAMPED HEREFORD 1935 AZ
 CC0803'2 1970 IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 CC0803'4 INCHES ABOVE GROUND.  IT IS 59.5 FEET SOUTHWEST OF THE
 CC0803'HIGHWAY CENTER LINE, ABOUT 5 FEET ABOVE ROAD, 5 FEET SOUTHEAST
 CC0803'OF A TELEPHONE POLE, AND 1.5 FEET EAST OF A METAL WITNESS POST.
 CC0803'
 CC0803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 CC0803'SOUTHEAST OF PECOS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0583 ***********************************************************************
 EO0583  DESIGNATION -  HEREFORD AZ MK RESET
 EO0583  PID         -  EO0583
 EO0583  STATE/COUNTY-  TX/DEAF SMITH
 EO0583  USGS QUAD   -  HEREFORD (1970)
 EO0583
 EO0583                         *CURRENT SURVEY CONTROL
 EO0583  ___________________________________________________________________
 EO0583* NAD 83(1986)-  34 49 28.     (N)    102 22 39.     (W)     SCALED    
 EO0583* NAVD 88     -      1160.659  (meters)    3807.93   (feet)  ADJUSTED  
 EO0583  ___________________________________________________________________
 EO0583  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 EO0583  DYNAMIC HT  -        1159.195 (meters)    3803.13  (feet)  COMP
 EO0583  MODELED GRAV-     979,333.9   (mgal)                       NAVD 88
 EO0583
 EO0583  VERT ORDER  -  FIRST     CLASS II
 EO0583
 EO0583.The horizontal coordinates were scaled from a topographic map and have
 EO0583.an estimated accuracy of +/- 6 seconds.
 EO0583
 EO0583.The orthometric height was determined by differential leveling
 EO0583.and adjusted by the National Geodetic Survey in June 1991..
 EO0583
 EO0583.The geoid height was determined by GEOID03.
 EO0583
 EO0583.The dynamic height is computed by dividing the NAVD 88
 EO0583.geopotential number by the normal gravity value computed on the
 EO0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0583.degrees latitude (g = 980.6199 gals.).
 EO0583
 EO0583.The modeled gravity was interpolated from observed gravity values.
 EO0583
 EO0583;                    North         East    Units  Estimated Accuracy
 EO0583;SPC TX N     - 1,091,820.      119,730.      MT  (+/- 180 meters Scaled)
 EO0583
 EO0583                          SUPERSEDED SURVEY CONTROL
 EO0583
 EO0583.No superseded survey control is available for this station.
 EO0583
 EO0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU398567(NAD 83)
 EO0583_MARKER: DB = BENCH MARK DISK
 EO0583_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EO0583_SP_SET: HEADWALL
 EO0583_STAMPING: HEREFORD AZIMUTH RESET 1977
 EO0583_MARK LOGO: NGS   
 EO0583_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0583+STABILITY: SURFACE MOTION
 EO0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0583+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 EO0583
 EO0583  HISTORY     - Date     Condition        Report By
 EO0583  HISTORY     - 1977     MONUMENTED       NGS
 EO0583  HISTORY     - 1984     GOOD             NGS
 EO0583  HISTORY     - 20020314 GOOD             NGS
 EO0583
 EO0583                          STATION DESCRIPTION
 EO0583
 EO0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EO0583'2.1 KM (1.3 MI) NE FROM HEREFORD.
 EO0583'2.1 KM (1.3 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0583'RAILROAD FROM THE STATION IN HEREFORD. 11.2 M (36.7 FT) NORTHWEST OF
 EO0583'THE NEAR RAIL, 9.4 M (30.8 FT) NORTHEAST OF A UTILITY POLE, AND 7.4 M
 EO0583'(24.3 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANE OF
 EO0583'U.S. HIGHWAY 60.
 EO0583'THE MARK IS 1.7 METERS  SW FROM A WITNESS POST.
 EO0583
 EO0583                          STATION RECOVERY (2002)
 EO0583
 EO0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0583'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION,  THE
 EO0583'RAILROAD IS NOW THE
 EO0583'BURLINGTON NORTHERN SANTE FE AND THE WITNESS POST IS MISSING.
 EO0583' 
 EO0583' 
 EO0583'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0604 ***********************************************************************
 EO0604  DESIGNATION -  HEREFORD MUNICIPAL TANK
 EO0604  PID         -  EO0604
 EO0604  STATE/COUNTY-  TX/DEAF SMITH
 EO0604  USGS QUAD   -  HEREFORD (1970)
 EO0604
 EO0604                         *CURRENT SURVEY CONTROL
 EO0604  ___________________________________________________________________
 EO0604* NAD 83(1993)-  34 48 57.13568(N)    102 23 37.91234(W)     ADJUSTED  
 EO0604* NAVD 88     -                                                        
 EO0604  ___________________________________________________________________
 EO0604  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 EO0604  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 EO0604
 EO0604  HORZ ORDER  -  THIRD
 EO0604
 EO0604.The horizontal coordinates were established by classical geodetic methods
 EO0604.and adjusted by the National Geodetic Survey in February 1996..
 EO0604
 EO0604
 EO0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0604
 EO0604.The geoid height was determined by GEOID03.
 EO0604
 EO0604;                    North         East     Units Scale Factor Converg.
 EO0604;SPC TX N     - 1,090,880.710   118,222.295   MT  0.99996569   -0 31 04.9
 EO0604;SPC TX N     - 3,578,997.80    387,867.65   sFT  0.99996569   -0 31 04.9
 EO0604;UTM  13      - 3,855,720.684   738,374.511   MT  1.00030040   +1 29 19.1
 EO0604
 EO0604                          SUPERSEDED SURVEY CONTROL
 EO0604
 EO0604  NAD 83(1986)-  34 48 57.14389(N)    102 23 37.90240(W) AD(       ) 4
 EO0604  NAD 27      -  34 48 56.81000(N)    102 23 36.27000(W) AD(       ) 3
 EO0604
 EO0604.Superseded values are not recommended for survey control.
 EO0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0604.See file dsdata.txt to determine how the superseded data were derived.
 EO0604
 EO0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU3837555721(NAD 83)
 EO0604_MARKER: 53 = ELEVATED TANK
 EO0604
 EO0604  HISTORY     - Date     Condition        Report By
 EO0604  HISTORY     - 1935     FIRST OBSERVED   CGS
 EO0604  HISTORY     - 1970     MARK NOT FOUND   USGS
 EO0604
 EO0604                          STATION DESCRIPTION
 EO0604
 EO0604'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (GDF)
 EO0604'THE WATER TANK WAS REMOVED AT LEAST FIVE YEARS AGO.  THE
 EO0604'CONCRETE FOOTINGS OF THE FOUR LEGS REMAIN AT THIS TIME, AND
 EO0604'B.M. O 20 (COPPER BOLT) IN THE SE FOOTING STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0044 ***********************************************************************
 EO0044  DESIGNATION -  HEREFORD RM 1
 EO0044  PID         -  EO0044
 EO0044  STATE/COUNTY-  TX/DEAF SMITH
 EO0044  USGS QUAD   -  HEREFORD (1970)
 EO0044
 EO0044                         *CURRENT SURVEY CONTROL
 EO0044  ___________________________________________________________________
 EO0044* NAD 83(1986)-  34 49 32.     (N)    102 23 09.     (W)     SCALED    
 EO0044* NAVD 88     -      1163.316  (meters)    3816.65   (feet)  POSTED    
 EO0044  ___________________________________________________________________
 EO0044  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 EO0044  DYNAMIC HT  -        1161.850 (meters)    3811.84  (feet)  COMP
 EO0044  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 EO0044
 EO0044  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EO0044
 EO0044.The horizontal coordinates were scaled from a topographic map and have
 EO0044.an estimated accuracy of +/- 6 seconds.
 EO0044
 EO0044.The orthometric height was determined by differential leveling
 EO0044.and adjusted by the National Geodetic Survey in 1992..
 EO0044.No vertical observational check was made to the station.
 EO0044.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EO0044.was located on a no-check spur therefore a value was not computed.
 EO0044
 EO0044.The geoid height was determined by GEOID03.
 EO0044
 EO0044.The dynamic height is computed by dividing the NAVD 88
 EO0044.geopotential number by the normal gravity value computed on the
 EO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0044.degrees latitude (g = 980.6199 gals.).
 EO0044
 EO0044.The modeled gravity was interpolated from observed gravity values.
 EO0044
 EO0044;                    North         East    Units  Estimated Accuracy
 EO0044;SPC TX N     - 1,091,950.      118,970.      MT  (+/- 180 meters Scaled)
 EO0044
 EO0044                          SUPERSEDED SURVEY CONTROL
 EO0044
 EO0044  NGVD 29 (??/??/92) 1162.82   (m)         3815.0    (f) COMPUTED    1 2
 EO0044
 EO0044.Superseded values are not recommended for survey control.
 EO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0044.See file dsdata.txt to determine how the superseded data were derived.
 EO0044
 EO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU390568(NAD 83)
 EO0044_MARKER: DR = REFERENCE MARK DISK
 EO0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0044_STAMPING: HEREFORD NO 1 1935
 EO0044_MARK LOGO: CGS   
 EO0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0044+STABILITY: SURFACE MOTION
 EO0044
 EO0044  HISTORY     - Date     Condition        Report By
 EO0044  HISTORY     - 1935     MONUMENTED       CGS
 EO0044  HISTORY     - 1971     GOOD             NGS
 EO0044  HISTORY     - 1984     GOOD             NGS
 EO0044  HISTORY     - 20020314 MARK NOT FOUND   NGS
 EO0044
 EO0044                          STATION DESCRIPTION
 EO0044
 EO0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EO0044'IN HEREFORD.
 EO0044'0.85 MILE EAST OF THE POST OFFICE IN HEREFORD, IN THE NORTHWEST CORNER
 EO0044'OF THE INTERSECTION OF MABLE AVENUE AND IRVING STREET, 144 FEET NORTH
 EO0044'OF THE CENTER OF THE INTERSECTION, 29.5 FEET NORTHEAST OF THE
 EO0044'NORTHEAST CORNER OF HOUSE NO. 503 IRVING, 9 FEET SOUTH OF THE CENTER
 EO0044'OF A CONCRETE DRIVEWAY, 5 FOOT WEST OF THE WEST CURB OF IRVING STREET,
 EO0044'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EO0044
 EO0044                          STATION RECOVERY (1984)
 EO0044
 EO0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0044'RECOVERED IN GOOD CONDITION.
 EO0044
 EO0044                          STATION RECOVERY (2002)
 EO0044
 EO0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0044'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 EO0044' 
 EO0044' 
 EO0044'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0046 ***********************************************************************
 EO0046  DESIGNATION -  HEREFORD RM 2
 EO0046  PID         -  EO0046
 EO0046  STATE/COUNTY-  TX/DEAF SMITH
 EO0046  USGS QUAD   -  HEREFORD (1970)
 EO0046
 EO0046                         *CURRENT SURVEY CONTROL
 EO0046  ___________________________________________________________________
 EO0046* NAD 83(1986)-  34 49 32.     (N)    102 23 09.     (W)     SCALED    
 EO0046* NAVD 88     -      1163.612  (meters)    3817.62   (feet)  POSTED    
 EO0046  ___________________________________________________________________
 EO0046  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 EO0046  DYNAMIC HT  -        1162.140 (meters)    3812.79  (feet)  COMP
 EO0046  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 EO0046
 EO0046  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EO0046
 EO0046.The horizontal coordinates were scaled from a topographic map and have
 EO0046.an estimated accuracy of +/- 6 seconds.
 EO0046
 EO0046.The orthometric height was determined by differential leveling
 EO0046.and adjusted by the National Geodetic Survey in 1992..
 EO0046.No vertical observational check was made to the station.
 EO0046.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EO0046.was located on a no-check spur therefore a value was not computed.
 EO0046
 EO0046.The geoid height was determined by GEOID03.
 EO0046
 EO0046.The dynamic height is computed by dividing the NAVD 88
 EO0046.geopotential number by the normal gravity value computed on the
 EO0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0046.degrees latitude (g = 980.6199 gals.).
 EO0046
 EO0046.The modeled gravity was interpolated from observed gravity values.
 EO0046
 EO0046;                    North         East    Units  Estimated Accuracy
 EO0046;SPC TX N     - 1,091,950.      118,970.      MT  (+/- 180 meters Scaled)
 EO0046
 EO0046                          SUPERSEDED SURVEY CONTROL
 EO0046
 EO0046  NGVD 29 (??/??/92) 1163.12   (m)         3816.0    (f) COMPUTED    1 2
 EO0046
 EO0046.Superseded values are not recommended for survey control.
 EO0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0046.See file dsdata.txt to determine how the superseded data were derived.
 EO0046
 EO0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU390568(NAD 83)
 EO0046_MARKER: DR = REFERENCE MARK DISK
 EO0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0046_STAMPING: HEREFORD NO 2 1935
 EO0046_MARK LOGO: CGS   
 EO0046_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0046+STABILITY: SURFACE MOTION
 EO0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0046+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 EO0046
 EO0046  HISTORY     - Date     Condition        Report By
 EO0046  HISTORY     - 1935     MONUMENTED       CGS
 EO0046  HISTORY     - 1971     GOOD             NGS
 EO0046  HISTORY     - 1984     GOOD             NGS
 EO0046  HISTORY     - 20020314 GOOD             NGS
 EO0046
 EO0046                          STATION DESCRIPTION
 EO0046
 EO0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 EO0046'IN HEREFORD.
 EO0046'0.85 MILE EAST OF THE POST OFFICE IN HEREFORD, IN THE NORTHWEST CORNER
 EO0046'OF THE INTERSECTION OF MABLE AVENUE AND IRVING STREET, 57.5 FEET
 EO0046'NORTHEAST OF THE CENTER OF A MANHOLE COVER IN MABLE STREET, 36 FEET
 EO0046'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 32 FEET NORTH OF
 EO0046'THE CENTER OF MABLE AVE., 8.2 FEET NORTH OF THE SOUTHWEST CORNER POST
 EO0046'OF THE YARD FENCE, AND 2.1 FEET EAST OF THE WEST YARD FENCE, SET IN A
 EO0046'SQUARE CONCRETE MONUMENT 6-INCHES BELOW GROUND SURFACE IN THE LAWN AT
 EO0046'THE HOME OF MR. FRANK GARCIA, 501 IRVING STREET.
 EO0046
 EO0046                          STATION RECOVERY (1984)
 EO0046
 EO0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0046'RECOVERED IN GOOD CONDITION.
 EO0046
 EO0046                          STATION RECOVERY (2002)
 EO0046
 EO0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0046'RECOVERED AS DESCRIBED.
 EO0046' 
 EO0046' 
 EO0046'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0708 ***********************************************************************
 EO0708  SACS        -  This is a Secondary Airport Control Station.
 EO0708  DESIGNATION -  HEREPORT
 EO0708  PID         -  EO0708
 EO0708  STATE/COUNTY-  TX/DEAF SMITH
 EO0708  USGS QUAD   -  HEREFORD SE (1971)
 EO0708
 EO0708                         *CURRENT SURVEY CONTROL
 EO0708  ___________________________________________________________________
 EO0708* NAD 83(1993)-  34 51 24.50575(N)    102 19 36.12348(W)     ADJUSTED  
 EO0708* NAVD 88     -      1152.48   (meters)    3781.1    (feet)  GPS OBS   
 EO0708  ___________________________________________________________________
 EO0708  X           -  -1,118,760.425 (meters)                     COMP
 EO0708  Y           -  -5,119,634.760 (meters)                     COMP
 EO0708  Z           -   3,625,486.826 (meters)                     COMP
 EO0708  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 EO0708  ELLIP HEIGHT-        1126.98  (meters)          (02/21/01) GPS OBS
 EO0708  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 EO0708
 EO0708  HORZ ORDER  -  FIRST
 EO0708  ELLP ORDER  -  FOURTH    CLASS II
 EO0708
 EO0708.This mark is at Hereford Muni (HRX) Airport (HRX)
 EO0708
 EO0708.The horizontal coordinates were established by GPS observations
 EO0708.and adjusted by the National Geodetic Survey in July 1997..
 EO0708
 EO0708.The orthometric height was determined by GPS observations and a
 EO0708.high-resolution geoid model.
 EO0708
 EO0708.GPS derived orthometric heights for airport stations designated as
 EO0708.PACS or SACS are published to 2 decimal places.  This maintains
 EO0708.centimeter relative accuracy between the PACS and SACS.  It does
 EO0708.not indicate centimeter accuracy relative to other marks which are
 EO0708.part of the NAVD 88 network.
 EO0708
 EO0708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EO0708
 EO0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0708
 EO0708.The ellipsoidal height was determined by GPS observations
 EO0708.and is referenced to NAD 83.
 EO0708
 EO0708.The geoid height was determined by GEOID03.
 EO0708
 EO0708;                    North         East     Units Scale Factor Converg.
 EO0708;SPC TX N     - 1,095,368.266   124,404.766   MT  0.99995850   -0 28 44.8
 EO0708;SPC TX N     - 3,593,720.72    408,151.30   sFT  0.99995850   -0 28 44.8
 EO0708;UTM  13      - 3,860,423.702   744,398.157   MT  1.00033624   +1 31 43.0
 EO0708
 EO0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0708!SPC TX N     -   0.99982313  x   0.99995850  =   0.99978164
 EO0708!UTM  13      -   0.99982313  x   1.00033624  =   1.00015931
 EO0708
 EO0708:                Primary Azimuth Mark                     Grid Az
 EO0708:SPC TX N     -  HEREPORT AZ MK                           216 31 22.8
 EO0708:UTM  13      -  HEREPORT AZ MK                           214 30 55.0
 EO0708
 EO0708|---------------------------------------------------------------------|
 EO0708| PID    Reference Object                     Distance      Geod. Az  |
 EO0708|                                                           dddmmss.s |
 EO0708| EO0709 HEREPORT AZ MK                      APPROX. 0.6 KM 2160238.0 |
 EO0708|---------------------------------------------------------------------|
 EO0708
 EO0708                          SUPERSEDED SURVEY CONTROL
 EO0708
 EO0708  ELLIP H (07/22/97) 1126.97   (m)                       GP(       ) 4 2
 EO0708  NAD 83(1993)-  34 51 24.50747(N)    102 19 36.12161(W) AD(       ) 3
 EO0708  ELLIP H (02/16/96) 1127.09   (m)                       GP(       ) 5 1
 EO0708  ELLIP H (12/21/93) 1126.53   (m)                       GP(       ) 4 1
 EO0708  NAD 83(1986)-  34 51 24.51628(N)    102 19 36.11157(W) AD(       ) 3
 EO0708  NAD 27      -  34 51 24.31653(N)    102 19 34.42675(W) AD(       ) 3
 EO0708  NGVD 29 (12/08/88) 1151.9    (m)         3779.     (f) GPS OBS        
 EO0708
 EO0708.Superseded values are not recommended for survey control.
 EO0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0708.See file dsdata.txt to determine how the superseded data were derived.
 EO0708
 EO0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU4439860424(NAD 83)
 EO0708_MARKER: DH = HORIZONTAL CONTROL DISK
 EO0708_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EO0708_SP_SET: CATCH BASIN
 EO0708_STAMPING: HEREPORT 1988
 EO0708_MARK LOGO: NGS   
 EO0708_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0708+STABILITY: SURFACE MOTION
 EO0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0708+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 EO0708
 EO0708  HISTORY     - Date     Condition        Report By
 EO0708  HISTORY     - 1988     MONUMENTED       NGS
 EO0708  HISTORY     - 19950601 GOOD             NGS
 EO0708
 EO0708                          STATION DESCRIPTION
 EO0708
 EO0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EO0708'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MI)
 EO0708'NORTHEAST OF HEREFORD, AT THE HEREFORD MUNICIPAL AIRPORT, IN THE
 EO0708'GRASS MEDIAN BETWEEN THE RUNWAY AND TAXIWAY.  IT IS IN THE TOP OF A
 EO0708'2 METER DEEP CATCH BASIN.
 EO0708'OWNERSHIP--CITY OF HEREFORD, AIRPORT MANAGERS ARE JOHN AND DONNA
 EO0708'SMITH, PO BOX 512, HEREFORD TX 79045, PHONE 806-258-7281.
 EO0708'
 EO0708'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 60 AND 385 IN
 EO0708'HEREFORD, GO NORTHEAST ON US HIGHWAY 60 FOR 9.0 KM (5.6 MI) TO THE
 EO0708'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR
 EO0708'0.70 KM (0.45 MI) TO THE TERMINAL BUILDING AT THE APRON.  CONTINUE
 EO0708'AHEAD ACROSS APRON AND TAXIWAY FOR 0.1 KM (0.05 MI) TO THE STATION
 EO0708'ON THE RIGHT.
 EO0708'
 EO0708'THE STATION MARK IS A STANDARD NGS STATION MARK DISK
 EO0708'STAMPED---HEREPORT 1988---, SET IN THE SOUTH CORNER OF A 1 X 1.5
 EO0708'METER CATCH BASIN WHICH IS 2 METERS DEEP.  IT IS LOCATED 40.2
 EO0708'METERS (132.0 FT) SOUTHEAST OF RUNWAY CENTER, 33.8 METERS (111.0
 EO0708'FT) NORTHEAST OF RAMP CENTER AND 21.0 METERS (69.0 FT) NORTHWEST OF
 EO0708'TAXIWAY CENTER.
 EO0708'
 EO0708'THE AZIMUTH MARK IS A STANDARD NGS AZIMUTH MARK DISK
 EO0708'STAMPED---HEREPORT 1988---, SET IN THE NORTH CORNER OF A 1 X 1.5
 EO0708'METER CATCH BASIN WHICH IS 2 METERS DEEP.  IT IS LOCATED 38.4 METERS
 EO0708'(126.0 FT) SOUTHEAST OF RUNWAY CENTER, 36.9 METERS (121.0 FT)
 EO0708'NORTHWEST OF A
 EO0708'CURVED RAMP CENTER AND 22.9 METERS (75.0 FT) NORTHWEST OF A TAXIWAY
 EO0708'CENTER.
 EO0708'
 EO0708'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EO0708'
 EO0708'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EO0708'
 EO0708'DESCRIBED BY D.A. BOWLING.
 EO0708
 EO0708                          STATION RECOVERY (1995)
 EO0708
 EO0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EO0708'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) NORTHEAST OF HEREFORD,
 EO0708'ON THE HEREFORD MUNICIPAL AIRPORT, AT MIDFIELD, IN TOP OF A CATCH
 EO0708'BASIN IN THE GRASS MEDIAN BETWEEN THE TAXI AND RUNWAY WEST OF THE
 EO0708'TERMINAL.  OWNERSHIP--CITY OF HEREFORD, BOX 2277 HEREFORD, TX 79045.
 EO0708'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 60 AND 385 IN
 EO0708'HEREFORD, GO NORTHEAST ON HIGHWAY 60 FOR 9.0 KM (5.60 MI) TO THE
 EO0708'AIRPORT ENTRANCE ROAD.  TURN LEFT, NORTHWEST, GO 0.73 KM (0.45 MI) TO
 EO0708'THE TERMINAL, THEN WEST ACROSS THE APRON TO A TAXI AND THE STATION
 EO0708'AHEAD IN THE MEDIAN.  THE STATION IS IN TOP OF AND NEAR THE CENTER OF
 EO0708'THE SOUTHEAST CONCRETE WALL OF A 4X6-FOOT CATCHBASIN, 40.7 M (133.5
 EO0708'FT) SOUTHEAST OF THE RUNWAY CENTERLINE, 29.0 M (95.1 FT) NORTHWEST OF
 EO0708'THE TAXI CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TAXI.  MARK
 EO0708'IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0709 ***********************************************************************
 EO0709  SACS        -  This is a Secondary Airport Control Station.
 EO0709  DESIGNATION -  HEREPORT AZ MK
 EO0709  PID         -  EO0709
 EO0709  STATE/COUNTY-  TX/DEAF SMITH
 EO0709  USGS QUAD   -  HEREFORD SE (1971)
 EO0709
 EO0709                         *CURRENT SURVEY CONTROL
 EO0709  ___________________________________________________________________
 EO0709* NAD 83(1993)-  34 51 09.32570(N)    102 19 49.52384(W)     ADJUSTED  
 EO0709* NAVD 88     -      1151.67   (meters)    3778.4    (feet)  GPS OBS   
 EO0709  ___________________________________________________________________
 EO0709  X           -  -1,119,149.989 (meters)                     COMP
 EO0709  Y           -  -5,119,822.645 (meters)                     COMP
 EO0709  Z           -   3,625,102.431 (meters)                     COMP
 EO0709  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 EO0709  ELLIP HEIGHT-        1126.18  (meters)          (02/21/01) GPS OBS
 EO0709  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 EO0709
 EO0709  HORZ ORDER  -  FIRST
 EO0709  ELLP ORDER  -  FOURTH    CLASS II
 EO0709
 EO0709.This mark is at Hereford Muni (HRX) Airport (HRX)
 EO0709
 EO0709.The horizontal coordinates were established by GPS observations
 EO0709.and adjusted by the National Geodetic Survey in July 1997..
 EO0709
 EO0709.The orthometric height was determined by GPS observations and a
 EO0709.high-resolution geoid model.
 EO0709
 EO0709.GPS derived orthometric heights for airport stations designated as
 EO0709.PACS or SACS are published to 2 decimal places.  This maintains
 EO0709.centimeter relative accuracy between the PACS and SACS.  It does
 EO0709.not indicate centimeter accuracy relative to other marks which are
 EO0709.part of the NAVD 88 network.
 EO0709
 EO0709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EO0709
 EO0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0709
 EO0709.The ellipsoidal height was determined by GPS observations
 EO0709.and is referenced to NAD 83.
 EO0709
 EO0709.The geoid height was determined by GEOID03.
 EO0709
 EO0709;                    North         East     Units Scale Factor Converg.
 EO0709;SPC TX N     - 1,094,903.365   124,060.468   MT  0.99995922   -0 28 52.5
 EO0709;SPC TX N     - 3,592,195.46    407,021.72   sFT  0.99995922   -0 28 52.5
 EO0709;UTM  13      - 3,859,946.845   744,070.235   MT  1.00033427   +1 31 34.8
 EO0709
 EO0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0709!SPC TX N     -   0.99982326  x   0.99995922  =   0.99978248
 EO0709!UTM  13      -   0.99982326  x   1.00033427  =   1.00015747
 EO0709
 EO0709:                Primary Azimuth Mark                     Grid Az
 EO0709:SPC TX N     -  HEREPORT                                 036 31 22.8
 EO0709:UTM  13      -  HEREPORT                                 034 30 55.5
 EO0709
 EO0709|---------------------------------------------------------------------|
 EO0709| PID    Reference Object                     Distance      Geod. Az  |
 EO0709|                                                           dddmmss.s |
 EO0709| EO0708 HEREPORT                            APPROX. 0.6 KM 0360230.3 |
 EO0709|---------------------------------------------------------------------|
 EO0709
 EO0709                          SUPERSEDED SURVEY CONTROL
 EO0709
 EO0709  ELLIP H (07/22/97) 1126.17   (m)                       GP(       ) 4 2
 EO0709  NAD 83(1993)-  34 51 09.32784(N)    102 19 49.52206(W) AD(       ) 3
 EO0709  ELLIP H (02/16/96) 1126.29   (m)                       GP(       ) 5 1
 EO0709  ELLIP H (12/21/93) 1125.72   (m)                       GP(       ) 4 1
 EO0709  NAD 83(1986)-  34 51 09.33666(N)    102 19 49.51203(W) AD(       ) 3
 EO0709  NAD 27      -  34 51 09.13657(N)    102 19 47.82687(W) AD(       ) 3
 EO0709  NGVD 29 (12/08/88) 1151.1    (m)         3777.     (f) GPS OBS        
 EO0709
 EO0709.Superseded values are not recommended for survey control.
 EO0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0709.See file dsdata.txt to determine how the superseded data were derived.
 EO0709
 EO0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU4407059947(NAD 83)
 EO0709_MARKER: DZ = AZIMUTH MARK DISK
 EO0709_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EO0709_SP_SET: CATCH BASIN
 EO0709_STAMPING: HEREPORT AZ
 EO0709_MARK LOGO: NGS   
 EO0709_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0709+STABILITY: SURFACE MOTION
 EO0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0709+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 EO0709
 EO0709  HISTORY     - Date     Condition        Report By
 EO0709  HISTORY     - 1988     MONUMENTED       NGS
 EO0709  HISTORY     - 19950601 GOOD             NGS
 EO0709
 EO0709                          STATION DESCRIPTION
 EO0709
 EO0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 EO0709'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MI)
 EO0709'NORTHEAST OF HEREFORD, AT THE HEREFORD MUNICIPAL AIRPORT.  IT IS IN
 EO0709'THE TOP OF A 2 METER DEEP CATCH BASIN.
 EO0709'OWNERSHIP--CITY OF HEREFORD, AIRPORT MANAGERS ARE JOHN AND DONNA
 EO0709'SMITH, PO BOX 512, HEREFORD TX 79045, PHONE 806-258-7281.
 EO0709'
 EO0709'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 60 AND 385 IN
 EO0709'HEREFORD, GO NORTHEAST ON US HIGHWAY 60 FOR 9.0 KM (5.6 MI) TO THE
 EO0709'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR
 EO0709'0.70 KM (0.45 MI) TO THE TERMINAL BUILDING AT THE APRON.  CONTINUE
 EO0709'ACROSS APRON TO TAXIWAY.  TURN LEFT AND GO SOUTHWEST ON TAXIWAY FOR
 EO0709'0.6 KM (0.35 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 EO0709'
 EO0709'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---HEREPORT
 EO0709'1988---, SET IN THE NORTH CORNER OF A 1 X 1.5 METER CATCH BASIN
 EO0709'WHICH IS 2 METERS DEEP.  IT IS LOCATED 38.4 METERS (126.0 FT)
 EO0709'SOUTHEAST OF RUNWAY CENTER, 36.9 METERS (121.0 FT) NORTHEAST OF A
 EO0709'CURVED RAMP CENTER AND 22.9 METERS (75.0 FT) NORTHWEST OF A TAXIWAY
 EO0709'CENTER.
 EO0709'
 EO0709'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 EO0709'
 EO0709'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EO0709'
 EO0709'DESCRIBED BY D.A. BOWLING.
 EO0709
 EO0709                          STATION RECOVERY (1995)
 EO0709
 EO0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 EO0709'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) NORTHEAST OF HEREFORD,
 EO0709'ON THE HEREFORD MUNICIPAL AIRPORT, NEAR THE SOUTHWEST END OF THE TAXI,
 EO0709'IN TOP OF THE 2ND CATCH BASIN NORTH OF THE CONECTOR, IN THE GRASS
 EO0709'MEDIAN BETWEEN THE TAXI AND RUNWAY.  OWNERSHIP--CITY OF HEREFORD, BOX
 EO0709'2277 HEREFORD, TX 79045.  THE AIRPORT MANAGERS ARE JOHN AND DONNA
 EO0709'SMITH, PHONE 806 258-7281.  TO REACH THE STATION FROM THE JUNCTION OF
 EO0709'U.S.  HIGHWAYS 60 AND 385 IN HEREFORD, GO NORTHEAST ON HIGHWAY 60 FOR
 EO0709'9.0 KM (5.60 MI) TO THE AIRPORT ENTRANCE ROAD.  TURN LEFT, NORTHWEST,
 EO0709'GO 0.73 KM (0.45 MI) TO THE TERMINAL, THEN WEST ACROSS THE APRON TO A
 EO0709'TAXI, TURN LEFT, SOUTHWEST, GO 0.58 KM (0.35 MI) TO THE STATION ON THE
 EO0709'RIGHT.  THE STATION IS IN TOP OF AND NEAR THE CENTER OF THE NORTHWEST
 EO0709'CONCRETE WALL OF A 4X6-FOOT CATCHBASIN, 38.8 M (127.3 FT) SOUTHEAST OF
 EO0709'THE RUNWAY CENTERLINE, 23.1 M (75.8 FT) NORTHWEST OF THE TAXI
 EO0709'CENTERLINE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE TAXI.  MARK IS A
 EO0709'SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM1001 ***********************************************************************
 EM1001  DESIGNATION -  HERG
 EM1001  PID         -  EM1001
 EM1001  STATE/COUNTY-  TX/HARDEMAN
 EM1001  USGS QUAD   -  GOODLETT (1990)
 EM1001
 EM1001                         *CURRENT SURVEY CONTROL
 EM1001  ___________________________________________________________________
 EM1001* NAD 83(1993)-  34 21 02.66220(N)    099 57 27.97732(W)     ADJUSTED  
 EM1001* NAVD 88     -       506.     (meters)    1660.     (feet)  SCALED    
 EM1001  ___________________________________________________________________
 EM1001  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 EM1001  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EM1001
 EM1001  HORZ ORDER  -  SECOND
 EM1001
 EM1001.The horizontal coordinates were established by classical geodetic methods
 EM1001.and adjusted by the National Geodetic Survey in February 1996..
 EM1001
 EM1001.The orthometric height was scaled from a topographic map.
 EM1001
 EM1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM1001
 EM1001.The geoid height was determined by GEOID03.
 EM1001
 EM1001;                    North         East     Units Scale Factor Converg.
 EM1001;SPC TXNC     - 2,298,596.185   465,867.035   MT  1.00012978   -0 47 42.2
 EM1001;SPC TXNC     - 7,541,310.98  1,528,432.10   sFT  1.00012978   -0 47 42.2
 EM1001;SPC TX N     - 1,040,018.395   341,896.188   MT  1.00008280   +0 53 37.6
 EM1001;SPC TX N     - 3,412,127.02  1,121,704.41   sFT  1.00008280   +0 53 37.6
 EM1001;UTM  14      - 3,801,461.832   411,915.558   MT  0.99969564   -0 32 25.7
 EM1001
 EM1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1001!SPC TXNC     -   0.99992500  x   1.00012978  =   1.00005477
 EM1001!SPC TX N     -   0.99992500  x   1.00008280  =   1.00000779
 EM1001!UTM  14      -   0.99992500  x   0.99969564  =   0.99962066
 EM1001
 EM1001|---------------------------------------------------------------------|
 EM1001| PID    Reference Object                     Distance      Geod. Az  |
 EM1001|                                                           dddmmss.s |
 EM1001| CX8276 HERG 2 RM 2                          28.774 METERS 06722     |
 EM1001| EM1004 HERG 2                               30.628 METERS 11227     |
 EM1001| CX8277 HERG 2 RM 3                          11.725 METERS 16223     |
 EM1001| CX8275 HERG RM                              45.210 METERS 27629     |
 EM1001| EM1002 HARDEMAN                            APPROX. 4.0 KM 2962226.5 |
 EM1001|---------------------------------------------------------------------|
 EM1001
 EM1001                          SUPERSEDED SURVEY CONTROL
 EM1001
 EM1001  NAD 83(1993)-  34 21 02.66244(N)    099 57 27.97736(W) AD(       ) 2
 EM1001  NAD 83(1986)-  34 21 02.66786(N)    099 57 27.96940(W) AD(       ) 2
 EM1001  NAD 27      -  34 21 02.42299(N)    099 57 26.59919(W) AD(       ) 2
 EM1001
 EM1001.Superseded values are not recommended for survey control.
 EM1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1001.See file dsdata.txt to determine how the superseded data were derived.
 EM1001
 EM1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD1191601462(NAD 83)
 EM1001_MARKER: DS = TRIANGULATION STATION DISK
 EM1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1001
 EM1001  HISTORY     - Date     Condition        Report By
 EM1001  HISTORY     - 1923     MONUMENTED       CGS
 EM1001  HISTORY     - 1958     GOOD             CGS
 EM1001  HISTORY     - 1960     MARK NOT FOUND   USGS
 EM1001  HISTORY     - 1967     GOOD             CGS
 EM1001
 EM1001                          STATION DESCRIPTION
 EM1001
 EM1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EM1001'STATION IS ABOUT 6 MI. E OF KIRKLAND, 1/4 MI. E OF THE SECTION
 EM1001'HOUSE AT THE HERG RAILWAY STATION, 40 PACES N OF THE FORT
 EM1001'WORTH AND DENVER CITY RAILWAY TRACK, ON THE N SIDE OF THE
 EM1001'HIGHWAY, 60 PACES W OF A GATE LEADING INTO A STOCK LOT HAVING
 EM1001'A TANK AND A WINDMILL WHICH IS ON THE PROPERTY OF A MR. MC
 EM1001'CREARY.
 EM1001'
 EM1001'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE SET IN CONCRETE.
 EM1001'
 EM1001'REFERENCE MARK IS PLACED IN THE N FENCE LINE OF THE ROADWAY,
 EM1001'45.21 M. (148.3 FT.) FROM THE STATION, N 83 DEG 31 MIN W.
 EM1001'
 EM1001'ELEVATION OF STATION IS 506 M. (1660 FT.).
 EM1001
 EM1001                          STATION RECOVERY (1958)
 EM1001
 EM1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 EM1001'THIS STATION WAS RECOVERED IN GOOD CONDITION BUT THE HIGHWAY
 EM1001'THAT PAST THE STATION HAS BEEN ABANDONED.  THE REFERENCE
 EM1001'MARK HAS EVIDENTLY BEEN HIT BY FARM MACHINERY AND WAS FOUND
 EM1001'TO BE TILTED.
 EM1001'
 EM1001'THE STATION IS ABOUT 0.25 MILE SOUTH OF U.S. HIGHWAY 287
 EM1001'AND IS ABOUT 4 POLES EAST OF MILEPOST 405 ALONG THE FORT WORTH
 EM1001'AND DENVER RAILROAD, 40 PACES NORTH OF THE RAILROAD, ABOUT
 EM1001'80 FEET WEST OF THE NORTH-SOUTH WIRE FENCE AND 2-1/2 FEET
 EM1001'SOUTH OF THE NORTH RIGHT OF WAY OF THE OLD ABANDONED HIGHWAY.
 EM1001'THE MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EM1001'
 EM1001'TO REACH FROM GOODLETT, FROM THE POST OFFICE, GO WEST ON U.S.
 EM1001'HIGHWAY 287 FOR 4.3 MILES TO A DRIVEWAY ON THE RIGHT AND A
 EM1001'FIELD ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ALONG EAST SIDE
 EM1001'OF FENCE FOR 0.25 MILE TO RAILROAD AND STATION ABOUT 80 FEET
 EM1001'WEST OF FENCE AS DESCRIBED.
 EM1001
 EM1001                          STATION RECOVERY (1960)
 EM1001
 EM1001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 EM1001'THE STATION WAS SEARCHED FOR AND NOT FOUND.  THE SECTION HOUSE
 EM1001'AT HERG RAILWAY STATION IS GONE.  THE HIGHWAY IS GONE AND
 EM1001'RELOCATED 1400 FT. NORTH OF.  IT IS ASSUMED THAT THE SURFACE
 EM1001'MARK OF THIS STATION WAS DESTROYED.
 EM1001
 EM1001                          STATION RECOVERY (1967)
 EM1001
 EM1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM1001'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK
 EM1001'WAS FOUND IN A TILTED POSITION.  THE STATION SURFACE MARK AND THE
 EM1001'REFERENCE MARK WERE REMOVED AT THE REQUEST OF THE PROPERTY OWNER.
 EM1001'THE UNDERGROUND MARK WAS LEFT INTACT.  TRIANGULATION STATION HERG 2
 EM1001'WAS ESTABLISHED IN THE IMMEDIATE VICINITY OF HERG 1923.
 EM1001'REFERENCE MARKS ESTABLISHED FOR HERG 2 WERE ALSO USED FOR HERG
 EM1001'1923.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 EM1001'
 EM1001'THE STATION IS ABOUT 6 MILES EAST-SOUTHEAST OF KIRKLAND, 4-1/4 MILES
 EM1001'NORTH-NORTHWEST OF GOODLETT AND 0.25 MILE SOUTH OF U.S. HIGHWAY 287,
 EM1001'NEAR A FENCE CORNER.
 EM1001'
 EM1001'TO REACH THE STATION FROM THE POST OFFICE IN GOODLETT, GO WESTERLY ON
 EM1001'U.S. HIGHWAY 287 FOR 4.4 MILES TO A DIM FIELD ROAD LEFT.  TURN LEFT
 EM1001'AND GO SOUTH ON FIELD ROAD FOR 0.25 MILE TO A FENCE CORNER AND THE
 EM1001'STATION.  TO REACH BENCH MARK N 134 FROM THE STATION GO EAST ON
 EM1001'TRACK ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 EM1001'
 EM1001'STATION MARK IS A STANDARD DISK, STAMPED HERG 1923, SET IN THE TOP OF
 EM1001'AN IRREGULAR MASS OF CONCRETE, 36 INCHES BELOW THE GROUND SURFACE.
 EM1001'IT IS 132.0 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 93.0
 EM1001'FEET NORTHWEST OF A FENCE CORNER POST, 85.3 FEET WEST OF A
 EM1001'NORTH-SOUTH FENCE AND 34.9 FEET NORTH OF AN EAST-WEST FENCE.
 EM1001'
 EM1001'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HERG 2 NO 2 1967, SET IN
 EM1001'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1001'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 13.0 FEET WEST OF THE
 EM1001'CENTERLINE OF A TRACK ROAD, 1.0 FEET EAST OF THE NORTH-SOUTH FENCE
 EM1001'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EM1001'
 EM1001'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HERG 2 NO 3 1967, SET
 EM1001'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1001'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 98.0 FEET NORTH OF THE
 EM1001'NORTH RAIL OF THE RAILROAD TRACKS, 6 INCHES NORTH OF THE EAST-WEST
 EM1001'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EM1001'
 EM1001'BENCH MARK N 134, IS A STANDARD DISK, STAMPED N 134 1933, SET IN THE
 EM1001'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 6 INCHES ABOVE
 EM1001'THE GROUND.  IT IS 67.0 FEET SOUTH OF THE CENTERLINE OF A TRACK
 EM1001'ROAD, 34.0 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACKS AND 1.6
 EM1001'FEET WEST OF A WITNESS POST.
 EM1001'
 EM1001'HERG 2 IS A STANDARD DISK, STAMPED HERG 2 1967, SET IN THE TOP OF A
 EM1001'ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS 20 INCHES BELOW
 EM1001'THE GROUND.  IT IS 103.0 FEET NORTH OF THE NORTH RAIL OF THE
 EM1001'RAILROAD TRACKS, 34.0 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK
 EM1001'ROAD, 10.4 FEET NORTHEAST OF THE FENCE CORNER POST AND 8.7 FEET
 EM1001'NORTHEAST OF A WITNESS POST.  THE UNDERGROUND MARK IS 42 INCHES
 EM1001'BELOW THE GROUND SURFACE.
 EM1001'
 EM1001'RESULTS OF A SECOND ORDER TRAVERSE.
 EM1001'
 EM1001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/4 MILES
 EM1001'WEST-NORTHWEST OF GOODLETT.
 EM1001'
 EM1001'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM1004 ***********************************************************************
 EM1004  DESIGNATION -  HERG 2
 EM1004  PID         -  EM1004
 EM1004  STATE/COUNTY-  TX/HARDEMAN
 EM1004  USGS QUAD   -  GOODLETT (1990)
 EM1004
 EM1004                         *CURRENT SURVEY CONTROL
 EM1004  ___________________________________________________________________
 EM1004* NAD 83(1993)-  34 21 02.28255(N)    099 57 26.86973(W)     ADJUSTED  
 EM1004* NAVD 88     -       511.     (meters)    1677.     (feet)  SCALED    
 EM1004  ___________________________________________________________________
 EM1004  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 EM1004  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EM1004
 EM1004  HORZ ORDER  -  FIRST
 EM1004
 EM1004.The horizontal coordinates were established by classical geodetic methods
 EM1004.and adjusted by the National Geodetic Survey in February 1996..
 EM1004
 EM1004.The orthometric height was scaled from a topographic map.
 EM1004
 EM1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM1004
 EM1004.The geoid height was determined by GEOID03.
 EM1004
 EM1004;                    North         East     Units Scale Factor Converg.
 EM1004;SPC TXNC     - 2,298,584.093   465,895.180   MT  1.00012974   -0 47 41.6
 EM1004;SPC TXNC     - 7,541,271.31  1,528,524.44   sFT  1.00012974   -0 47 41.6
 EM1004;SPC TX N     - 1,040,007.139   341,924.675   MT  1.00008283   +0 53 38.2
 EM1004;SPC TX N     - 3,412,090.09  1,121,797.87   sFT  1.00008283   +0 53 38.2
 EM1004;UTM  14      - 3,801,449.871   411,943.744   MT  0.99969558   -0 32 25.0
 EM1004
 EM1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM1004!SPC TXNC     -   0.99992421  x   1.00012974  =   1.00005394
 EM1004!SPC TX N     -   0.99992421  x   1.00008283  =   1.00000704
 EM1004!UTM  14      -   0.99992421  x   0.99969558  =   0.99961982
 EM1004
 EM1004:                Primary Azimuth Mark                     Grid Az
 EM1004:SPC TXNC     -  N 134                                    099 08 55.3
 EM1004:SPC TX N     -  N 134                                    097 27 35.5
 EM1004:UTM  14      -  N 134                                    098 53 38.7
 EM1004
 EM1004|---------------------------------------------------------------------|
 EM1004| PID    Reference Object                     Distance      Geod. Az  |
 EM1004|                                                           dddmmss.s |
 EM1004| EM0381 N 134                                              0982113.7 |
 EM1004| CX8277 HERG 2 RM 3                          24.572 METERS 27122     |
 EM1004| EM1001 HERG                                 30.628 METERS 29227     |
 EM1004| CX8276 HERG 2 RM 2                          22.837 METERS 35537     |
 EM1004|---------------------------------------------------------------------|
 EM1004
 EM1004                          SUPERSEDED SURVEY CONTROL
 EM1004
 EM1004  NAD 83(1993)-  34 21 02.28279(N)    099 57 26.86978(W) AD(       ) 1
 EM1004  NAD 83(1986)-  34 21 02.28820(N)    099 57 26.86180(W) AD(       ) 1
 EM1004  NAD 27      -  34 21 02.04334(N)    099 57 25.49163(W) AD(       ) 1
 EM1004
 EM1004.Superseded values are not recommended for survey control.
 EM1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM1004.See file dsdata.txt to determine how the superseded data were derived.
 EM1004
 EM1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD1194401450(NAD 83)
 EM1004_MARKER: DS = TRIANGULATION STATION DISK
 EM1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM1004_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM1004
 EM1004  HISTORY     - Date     Condition        Report By
 EM1004  HISTORY     - 1967     MONUMENTED       CGS
 EM1004
 EM1004                          STATION DESCRIPTION
 EM1004
 EM1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM1004'THE STATION IS ABOUT 6 MILES EAST-SOUTHEAST OF KIRKLAND, 4-1/4 MILES
 EM1004'WEST-NORTHWEST OF GOODLETT AND 0.25 MILE SOUTH OF U.S. HIGHWAY 287,
 EM1004'NEAR A FENCE CORNER.
 EM1004'
 EM1004'TO REACH THE STATION FROM THE POST OFFICE IN GOODLETT,
 EM1004'GO WESTERLY ON U.S. HIGHWAY 287 FOR 4.4 MILES TO A DIM FIELD ROAD
 EM1004'LEFT.  TURN LEFT AND GO SOUTH ON FIELD ROAD FOR 0.25 MILE TO THE
 EM1004'STATION.  TO REACH THE BENCH MARK FROM THE STATION, GO EAST ON A
 EM1004'TRACK ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 EM1004'
 EM1004'STATION MARK IS A STANDARD DISK, STAMPED HERG 2 1967, SET IN THE TOP
 EM1004'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS 20 INCHES
 EM1004'BELOW THE GROUND SURFACE.  IT IS 103.0 FEET NORTH OF THE NORTH RAIL
 EM1004'OF RAILROAD TRACKS, 34.0 FEET SOUTHWEST OF THE CENTERLINE OF A
 EM1004'TRACK ROAD, 10.4 FEET NORTHEAST OF A FENCE CORNER POST AND 8.7 FEET
 EM1004'NORTHEAST OF A WITNESS POST.  THE UNDERGROUND MARK IS 42
 EM1004'INCHES BELOW THE GROUND SURFACE.
 EM1004'
 EM1004'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HERG 2 NO 2 1967, SET IN
 EM1004'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1004'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 13.0 FEET WEST
 EM1004'OF THE CENTERLINE OF THE TRACK ROAD, 1.0 FOOT EAST OF A NORTH-SOUTH
 EM1004'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 EM1004'
 EM1004'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HERG 2 NO 3 1967, SET IN
 EM1004'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EM1004'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 98.0 FEET NORTH
 EM1004'OF THE NORTH RAIL OF THE RAILROAD TRACKS, 6 INCHES NORTH OF AN
 EM1004'EAST-WEST FENCE AND ABOUT THE SAME ELEVATION AS THE STATION
 EM1004'MARK.
 EM1004'
 EM1004'BENCH MARK N 134 IS A STANDARD DISK, STAMPED N 134 1933, SET IN THE
 EM1004'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 6 INCHES ABOVE
 EM1004'THE GROUND SURFACE.  IT IS 67.0 FEET SOUTH OF THE CENTERLINE OF A
 EM1004'TRACK ROAD, 34.0 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACKS
 EM1004'AND 1.6 FEET WEST OF A WITNESS POST.
 EM1004'
 EM1004'HERG 1923 IS A STANDARD DISK, STAMPED HERG 1923, SET IN THE TOP OF AN
 EM1004'IRREGULAR MASS OF CONCRETE, 36 INCHES BELOW THE GROUND SURFACE.  IT
 EM1004'IS 132.0 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 93.0 FEET
 EM1004'NORTHWEST OF THE FENCE CORNER POST, 85.3 FEET WEST OF A
 EM1004'NORTH-SOUTH FENCE AND 34.9 FEET NORTH OF AN EAST-WEST FENCE.
 EM1004'
 EM1004'RESULTS OF A SECOND ORDER TRAVERSE.
 EM1004'
 EM1004'THE STATION MARK WAS SET BELOW THE GROUND SURFACE TO FACILITATE
 EM1004'FUTURE CULTIVATION.
 EM1004'
 EM1004'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0754 ***********************************************************************
 BN0754  DESIGNATION -  HERMAN
 BN0754  PID         -  BN0754
 BN0754  STATE/COUNTY-  TX/GILLESPIE
 BN0754  USGS QUAD   -  THE FALLS (1974)
 BN0754
 BN0754                         *CURRENT SURVEY CONTROL
 BN0754  ___________________________________________________________________
 BN0754* NAD 83(1993)-  30 26 08.13275(N)    099 15 30.85559(W)     ADJUSTED  
 BN0754* NAVD 88     -       683.99   (+/-2cm)    2244.1    (feet)  VERTCON   
 BN0754  ___________________________________________________________________
 BN0754  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BN0754  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BN0754
 BN0754  HORZ ORDER  -  FIRST
 BN0754  VERT ORDER  -  THIRD ? (See Below)
 BN0754
 BN0754.The horizontal coordinates were established by classical geodetic methods
 BN0754.and adjusted by the National Geodetic Survey in February 1996..
 BN0754
 BN0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0754.The vertical order pertains to the NGVD 29 superseded value.
 BN0754
 BN0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0754
 BN0754.The geoid height was determined by GEOID03.
 BN0754
 BN0754;                    North         East     Units Scale Factor Converg.
 BN0754;SPC TX C     - 3,085,738.854   803,235.128   MT  0.99993016   +0 33 12.8
 BN0754;SPC TX C     -10,123,794.89  2,635,280.58   sFT  0.99993016   +0 33 12.8
 BN0754;SPC TXSC     - 4,288,443.807   575,159.962   MT  1.00004753   -0 07 36.0
 BN0754;SPC TXSC     -14,069,669.39  1,887,003.98   sFT  1.00004753   -0 07 36.0
 BN0754;UTM  14      - 3,367,082.507   475,171.017   MT  0.99960760   -0 07 51.5
 BN0754
 BN0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0754!SPC TX C     -   0.99989602  x   0.99993016  =   0.99982618
 BN0754!SPC TXSC     -   0.99989602  x   1.00004753  =   0.99994354
 BN0754!UTM  14      -   0.99989602  x   0.99960760  =   0.99950366
 BN0754
 BN0754|---------------------------------------------------------------------|
 BN0754| PID    Reference Object                     Distance      Geod. Az  |
 BN0754|                                                           dddmmss.s |
 BN0754| CV5156 HERMAN RM 1                          17.965 METERS 07133     |
 BN0754| CV4266 HERMAN AZ MK                                       1954151.1 |
 BN0754| CV5157 HERMAN RM 2                          21.594 METERS 20822     |
 BN0754|---------------------------------------------------------------------|
 BN0754
 BN0754                          SUPERSEDED SURVEY CONTROL
 BN0754
 BN0754  NAD 83(1986)-  30 26 08.14214(N)    099 15 30.84363(W) AD(       ) 1
 BN0754  NAD 27      -  30 26 07.45300(N)    099 15 29.66300(W) AD(       ) 1
 BN0754  NGVD 29 (07/19/86)  683.93   (m)         2243.9    (f) LEVELING    3  
 BN0754
 BN0754.Superseded values are not recommended for survey control.
 BN0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0754.See file dsdata.txt to determine how the superseded data were derived.
 BN0754
 BN0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU7517167083(NAD 83)
 BN0754_MARKER: DS = TRIANGULATION STATION DISK
 BN0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0754
 BN0754  HISTORY     - Date     Condition        Report By
 BN0754  HISTORY     - 1935     MONUMENTED       CGS
 BN0754  HISTORY     - 1937     GOOD             TXHD
 BN0754  HISTORY     - 1944     GOOD             CGS
 BN0754  HISTORY     - 19930812 MARK NOT FOUND   USPSQD
 BN0754
 BN0754                          STATION DESCRIPTION
 BN0754
 BN0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0754'STATION IS LOCATED ABOUT 9-1/4 MILES NE OF NOXVILLE, ABOUT
 BN0754'10 MILES A LITTLE W OF N FROM HARPER, ABOUT 2 MILES E OF
 BN0754'THE KIMBLE-GILLESPIE COUNTY LINE, ON THE HIGHEST POINT OF
 BN0754'A HIGH, ROCKY, MOSTLY CLEARED HILL IN THE PASTURE OF MR.
 BN0754'RAY BIERSCHWALE, ABOUT 1/2 MILE A LITTLE N OF W FROM HIS
 BN0754'HOUSE.  THIS HILL AND ANOTHER ABOUT 1-1/2 MILES W OF ABOUT
 BN0754'THE SAME ELEVATION ARE THE HIGHEST WITHIN MANY MILES.  THE
 BN0754'HILL IS SOMETIMES KNOWN AS HERMAN HILL.
 BN0754'
 BN0754'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE BRONZE DISKS
 BN0754'SET IN CONCRETE.
 BN0754'
 BN0754'REFERENCE MARK 1 IS SET IN OUTCROPPING BEDROCK.
 BN0754'
 BN0754'REFERENCE MARK 2 IS SET IN OUTCROPPING BEDROCK.
 BN0754'
 BN0754'AZIMUTH MARK IS REACHED FROM STATION BY GOING S FOR 0.5
 BN0754'MILE ON TRAIL GOING UP HILL S OF STATION.  MARK IS 20 FEET
 BN0754'SE OF THE CENTER LINE OF ROAD.
 BN0754'
 BN0754'TO REACH THE STATION FROM W.B. THOMPSONS CONOCO SERVICE
 BN0754'STATION IN LOYAL VALLEY, GO S ON U.S. HIGHWAY 385 FOR 6.3
 BN0754'MILES TO CROSSROADS AT THE S EDGE OF CHERRY SPRINGS, AT
 BN0754'A SMALL CEMETERY WITH PICKET FENCE (RIGHT).  TURN SHARP
 BN0754'RIGHT (W) ON SIDE ROAD AND GO 0.55 MILE TO FORKS IMMEDIATELY
 BN0754'AFTER PASSING THROUGH CATTLE GUARD, TAKE LEFT FORK AND FOLLOW
 BN0754'MAIN ROAD FOR 2.0 MILES TO A T-ROAD.  TURN LEFT AND FOLLOW
 BN0754'MAIN ROAD FOR 0.85 MILE TO ROAD FORKS.  KEEP MAIN LEFT FORK
 BN0754'AND GO 1.05 MILES TO ROAD FORKS AT UNPAINTED SCHOOL ON RIGHT.
 BN0754'TAKE RIGHT FORK AND FOLLOW MAIN ROAD W FOR 1.75 MILES TO TOP
 BN0754'OF GRADE AND END OF TRUCK TRAVEL TO STATION LEHMAN.
 BN0754'CONTINUE W ON MAIN ROAD DOWNGRADE 0.5 MILE TO ROAD FORKS.
 BN0754'TAKE LEFT FORK WITH ARROW TO DOSS AND GO 0.15 MILE TO A
 BN0754'T-ROAD RIGHT.  TURN RIGHT (W) ON MAIN ROAD PAST COTTON GIN
 BN0754'AND GO 2.45 MILES TO THE MAIN CROSSROADS IN THE TOWN OF DOSS
 BN0754'WITH A TALL STONE CHURCH TO THE NE.  TURN LEFT AND GO S ON
 BN0754'MAIN HARPER ROAD FOR 0.9 MILE.  TURN RIGHT (W) FOR 1.8
 BN0754'MILES TO A WOODEN GATE.  GO THROUGH GATE AND CONTINUE
 BN0754'ON MAIN ROAD FOR 0.4 MILE TO FORKS.  KEEP MAIN LEFT FORK AND
 BN0754'GO 0.25 MILE TO FORKS.  KEEP MAIN RIGHT FORK AND GO 0.75
 BN0754'MILE TO A WOOD GATE.  GO THROUGH GATE AND CONTINUE ON
 BN0754'MAIN ROAD FOR 0.35 MILE TO A WHITE WOOD GATE LEFT.  TURN
 BN0754'LEFT (W) THROUGH GATE AND FOLLOW MAIN ROAD FOR 1.15 MILES
 BN0754'TO ROAD FORKS AFTER CROSSING CREEK BED.  TAKE RIGHT FORK
 BN0754'AND GO 0.5 MILE TO A GATE JUST N OF A HOUSE AND WINDMILL.
 BN0754'GO THROUGH GATE AND CONTINUE ON MAIN ROAD FOR 0.3 MILE
 BN0754'TO ROAD FORKS AT TWO POSTED SIGNS ON TREES.  TAKE LEFT FORK
 BN0754'AND GO 0.6 MILE TO ROAD FORKS IMMEDIATELY AFTER PASSING
 BN0754'THROUGH THE SECOND GATE.  TAKE RIGHT FORK UPGRADE AND
 BN0754'FOLLOW MAIN ROAD FOR 2.8 MILES, THROUGH TWO GATES, TO A THIRD
 BN0754'GATE.  GO THROUGH GATE AND CONTINUE UPGRADE FOR 0.1 MILE
 BN0754'TO THE TOP OF THE STEEPEST PART OF GRADE.  FROM THIS POINT
 BN0754'THE BARE-TOPPED STATION SITE HILL CAN BE SEEN THROUGH THE
 BN0754'BRUSH ABOUT 1 MILE DISTANT N 63 DEG E.
 BN0754'CONTINUE AHEAD ON MAIN ROAD FOR 0.25 MILE TO ROAD FORKS JUST
 BN0754'BEFORE REACHING WOOD GATE.  TAKE LEFT FORK AND FOLLOW MAIN
 BN0754'ROAD S FOR 0.55 MILE TO A WOOD GATE JUST W OF GOAT SHED AND
 BN0754'ABOUT 100 YARDS W OF MR. BIERSCHWALES HOUSE.  ABOUT 100 FEET
 BN0754'S OF THIS GATE, TAKE DIM ROAD RIGHT (W) UPGRADE AND GO 0.55
 BN0754'MILE TO THE TOP OF HILL AND STATION.
 BN0754'
 BN0754'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 BN0754
 BN0754                          STATION RECOVERY (1937)
 BN0754
 BN0754'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0754'STATION AND REFERENCES RECOVERED IN GOOD CONDITION.
 BN0754'
 BN0754'THE FOLLOWING CHANGE TO BE MADE IN DESCRIPTION.  THE LINES
 BN0754'THROUGH THE SECOND GATE.  TAKE RIGHT FORK UPGRADE AND FOLLOW
 BN0754'MAIN ROAD FOR 2.8 MILES SHOULD BE ELIMINATED AS THIS IS
 BN0754'DUPLICATE DESCRIPTION.
 BN0754
 BN0754                          STATION RECOVERY (1944)
 BN0754
 BN0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0754'STATION IS ON PROPERTY OWNED BY PETE CRENWELGE.  IT IS 10
 BN0754'FEET WSW OF A WHITE WOODEN WITNESS POST.
 BN0754'
 BN0754'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 BN0754'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.  IT IS STAMPED
 BN0754'HERMAN 1935.
 BN0754'
 BN0754'REFERENCE MARK 1 IS ABOUT 3 FEET LOWER THAN STATION.  IT IS
 BN0754'STAMPED HERMAN NO 1 1935 AND IS FLUSH WITH THE GROUND.
 BN0754'
 BN0754'REFERENCE MARK 2 IS ABOUT 2 FEET LOWER THAN STATION.  IT
 BN0754'IS STAMPED HERMAN NO 2 1935 AND IS FLUSH WITH THE GROUND.
 BN0754'
 BN0754'BOTH REFERENCE MARKS ARE BRONZE REFERENCE DISKS.
 BN0754'
 BN0754'AZIMUTH MARK IS 15 FEET E OF A DIM TRACK ROAD AND 6 FEET
 BN0754'N OF A WHITE WOODEN WITNESS POST.  IT IS A BRONZE REFERENCE
 BN0754'DISK STAMPED AZI HERMAN 1935.
 BN0754'
 BN0754'TO REACH STATION FROM THE POST OFFICE IN HARPER, GO E ON
 BN0754'U.S. HIGHWAY 290 FOR 0.5 MILE AND TURN LEFT ON DIRT ROAD
 BN0754'AT E SIDE OF SCHOOL GROUNDS.  FOLLOW THIS ROAD N FOR 2.2
 BN0754'MILES AND TURN RIGHT ON T-ROAD.  FOLLOW THE ROAD E 0.8 MILE
 BN0754'AND TURN LEFT WITH MAIN ROAD.  CONTINUE ON MAIN ROAD, N, 6.2
 BN0754'MILES TO A T-ROAD LEFT.  A LARGE STREAM IS ABOUT 100 FEET
 BN0754'TO THE E, AND A SIGN AT THE INTERSECTION INDICATES THE
 BN0754'FOLLOWING DISTANCES--1-1/2 MILES TO MRS. LOUIS SEITER AND EDWIN
 BN0754'BRAUTIGAM, 6 MILES TO PETE CRENWELGE.  TURN LEFT 0.4 MILE AND
 BN0754'PASS THROUGH A GATE.  CONTINUE NW AND W 1.0 MILES TO A GATE.
 BN0754'PASS THROUGH THIS GATE AND TAKE RIGHT FORK, E OF THE
 BN0754'BRAUTIGAM RANCH HOUSE.  FOLLOW THIS ROAD UP HILL AND ALONG
 BN0754'RIDGE FOR 3.2 MILES TO A CATTLE GUARD AT TOP OF RIDGE.
 BN0754'HERE CROSS THE CATTLE GUARD AND TURN LEFT ALONG FENCELINE
 BN0754'0.2 MILE TO A GATE.  TURN LEFT THROUGH THE GATE AND
 BN0754'FOLLOW A DIM TRACK ROAD SW 0.2 MILE.  THENCE RIGHT, W, UP
 BN0754'HILL, CROSS COUNTRY, 0.2 MILE TO HIGHEST POINT OF HILL AND
 BN0754'STATION.
 BN0754'
 BN0754'A 4-FOOT STAND USED.
 BN0754
 BN0754                          STATION RECOVERY (1993)
 BN0754
 BN0754'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2794 ***********************************************************************
 AX2794  DESIGNATION -  HERMANN
 AX2794  PID         -  AX2794
 AX2794  STATE/COUNTY-  TX/FAYETTE
 AX2794  USGS QUAD   -  SWISS ALP (1981)
 AX2794
 AX2794                         *CURRENT SURVEY CONTROL
 AX2794  ___________________________________________________________________
 AX2794* NAD 83(1993)-  29 48 44.20264(N)    096 58 10.15786(W)     ADJUSTED  
 AX2794* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 AX2794  ___________________________________________________________________
 AX2794  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AX2794  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AX2794
 AX2794  HORZ ORDER  -  FIRST
 AX2794
 AX2794.The horizontal coordinates were established by classical geodetic methods
 AX2794.and adjusted by the National Geodetic Survey in February 1996..
 AX2794
 AX2794.The orthometric height was scaled from a topographic map.
 AX2794
 AX2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2794
 AX2794.The geoid height was determined by GEOID03.
 AX2794
 AX2794;                    North         East     Units Scale Factor Converg.
 AX2794;SPC TXSC     - 4,221,025.474   796,254.289   MT  0.99989784   +0 59 41.2
 AX2794;SPC TXSC     -13,848,481.08  2,612,377.61   sFT  0.99989784   +0 59 41.2
 AX2794;UTM  14      - 3,299,713.695   696,226.612   MT  1.00007510   +1 00 35.3
 AX2794
 AX2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2794!SPC TXSC     -   0.99998066  x   0.99989784  =   0.99987850
 AX2794!UTM  14      -   0.99998066  x   1.00007510  =   1.00005576
 AX2794
 AX2794:                Primary Azimuth Mark                     Grid Az
 AX2794:SPC TXSC     -  SHELL OIL CO TANK                        033 43 24.0
 AX2794:UTM  14      -  SHELL OIL CO TANK                        033 42 29.9
 AX2794
 AX2794|---------------------------------------------------------------------|
 AX2794| PID    Reference Object                     Distance      Geod. Az  |
 AX2794|                                                           dddmmss.s |
 AX2794| AX2791 SHELL OIL CO TANK                   APPROX.23.8 KM 0344305.2 |
 AX2794| AX2795 HOSTYN CATHOLIC CHURCH SPIRE        APPROX. 6.0 KM 0505510.9 |
 AX2794| AX2768 FAYETTEVILLE MUNICIPAL TANK         APPROX.30.4 KM 0700725.5 |
 AX2794| CV7262 HERMANN RM 1                         23.705 METERS 09423     |
 AX2794| CV7261 HERMANN AZ MK                                      0993633.5 |
 AX2794| AX2779 WEIMAR MUNICIPAL TANK               APPROX.21.7 KM 1240018.3 |
 AX2794| CV7263 HERMANN RM 2                         24.725 METERS 33741     |
 AX2794|---------------------------------------------------------------------|
 AX2794
 AX2794                          SUPERSEDED SURVEY CONTROL
 AX2794
 AX2794  NAD 83(1986)-  29 48 44.21965(N)    096 58 10.14706(W) AD(       ) 1
 AX2794  NAD 27      -  29 48 43.39500(N)    096 58 09.20700(W) AD(       ) 1
 AX2794
 AX2794.Superseded values are not recommended for survey control.
 AX2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2794.See file dsdata.txt to determine how the superseded data were derived.
 AX2794
 AX2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT9622799714(NAD 83)
 AX2794_MARKER: DS = TRIANGULATION STATION DISK
 AX2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2794
 AX2794  HISTORY     - Date     Condition        Report By
 AX2794  HISTORY     - 1943     MONUMENTED       CGS
 AX2794  HISTORY     - 1963     GOOD             CGS
 AX2794
 AX2794                          STATION DESCRIPTION
 AX2794
 AX2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2794'THE STATION IS LOCATED ABOUT 10.0 MILES NW OF SCHULENBURG, 12.0
 AX2794'MILES NE OF FLATONIA, AND 10.0 MILES SW OF LA GRANGE, ON LAND
 AX2794'OWNED AND OCCUPIED BY RICHARD HERMANN.  IT IS 9 FEET SW OF THE
 AX2794'FENCE LINE, 21 FEET S OF THE GATE INTO PASTURE, 27 FEET SW OF
 AX2794'THE CENTER OF THE DIRT ROAD, 35 FEET S OF THE LEFT TURN IN ROAD,
 AX2794'AND ABOUT 300 FEET SE OF THE BARN.  THE DISK IS STAMPED HERMANN
 AX2794'1943, AND IS SET FLUSH WITH THE GROUND.
 AX2794'
 AX2794'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2794'DISKS SET IN CONCRETE.
 AX2794'
 AX2794'REFERENCE MARK NO. 1 IS SE OF THE STATION, SET IN THE N AND S
 AX2794'FENCE LINE, 18 FEET SW OF THE CENTER OF THE DIRT ROAD.  THE DISK
 AX2794'IS STAMPED HERMANN NO. 1 1943, AND PROJECTS 4 INCHES.
 AX2794'
 AX2794'REFERENCE MARK NO. 2 IS N OF THE STATION, 1 FOOT NW OF THE
 AX2794'FENCE LINE, AND 18 FEET NW OF THE CENTER OF THE GRAVEL ROAD.
 AX2794'THE DISK IS STAMPED HERMANN NO. 2 1943, AND PROJECTS 4 INCHES.
 AX2794'
 AX2794'THE AZIMUTH MARK IS 0.5 MILE SE OF THE STATION, 20 FEET E OF
 AX2794'THE ROAD INTERSECTION, 6 FEET S OF THE FENCE CORNER, AND 1 FOOT
 AX2794'W OF FENCE LINE.  THE DISK IS STAMPED HERMANN 1943, AND PROJECTS
 AX2794'6 INCHES.  TO REACH FROM THE STATION.  GO SE ON DIRT ROAD FOR
 AX2794'0.5 MILE TO WHERE ROAD MAKES A RIGHT TURN, AND MARK.
 AX2794'
 AX2794'TO REACH THE STATION FROM THE POST OFFICE IN LA GRANGE GO S
 AX2794'ON U.S. HIGHWAY 77 FOR 5.7 MILES TO A SIDE ROAD RIGHT, AND SIGN
 AX2794'HOSTYN.  TURN RIGHT AND GO N FOR 2.0 MILES TO A T-INTERSECTION.
 AX2794'TURN LEFT AND FOLLOW MAIN-TRAVELED ROAD FOR 3.65 MILES TO A
 AX2794'DIRT ROAD LEFT.  TURN LEFT ON DIRT ROAD AND GO 0.7 MILE TO A
 AX2794'GATE TO FARM BUILDINGS ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 AX2794'ON DIRT ROAD FOR 0.05 MILE TO A RIGHT TURN IN ROAD.  TURN
 AX2794'RIGHT AND FOLLOW MAIN-TRAVELED ROAD FOR 0.15 MILE TO A GATE ON
 AX2794'THE RIGHT, AND A LEFT TURN IN ROAD, PASS THROUGH GATE TO
 AX2794'STATION ON THE LEFT.
 AX2794'
 AX2794'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX2794'
 AX2794'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX2794
 AX2794                          STATION RECOVERY (1963)
 AX2794
 AX2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2794'STATION, REFERENCE MARKS NO. 1 AND 2, AND THE AZIMUTH MARK
 AX2794'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 AX2794'PROCEEDINGS TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1012 ***********************************************************************
 CU1012  DESIGNATION -  HERMLEIGH
 CU1012  PID         -  CU1012
 CU1012  STATE/COUNTY-  TX/SCURRY
 CU1012  USGS QUAD   -  HERMLEIGH (1979)
 CU1012
 CU1012                         *CURRENT SURVEY CONTROL
 CU1012  ___________________________________________________________________
 CU1012* NAD 83(1993)-  32 38 08.52075(N)    100 45 43.50792(W)     ADJUSTED  
 CU1012* NAVD 88     -       740.     (meters)    2428.     (feet)  SCALED    
 CU1012  ___________________________________________________________________
 CU1012  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 CU1012  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CU1012
 CU1012  HORZ ORDER  -  SECOND
 CU1012
 CU1012.The horizontal coordinates were established by classical geodetic methods
 CU1012.and adjusted by the National Geodetic Survey in February 1996..
 CU1012
 CU1012.The orthometric height was scaled from a topographic map.
 CU1012
 CU1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1012
 CU1012.The geoid height was determined by GEOID03.
 CU1012
 CU1012;                    North         East     Units Scale Factor Converg.
 CU1012;SPC TXNC     - 2,109,741.330   387,774.234   MT  0.99989880   -1 14 01.4
 CU1012;SPC TXNC     - 6,921,709.68  1,272,222.63   sFT  0.99989880   -1 14 01.4
 CU1012;UTM  14      - 3,612,272.800   334,709.193   MT  0.99993690   -0 57 01.8
 CU1012
 CU1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1012!SPC TXNC     -   0.99988803  x   0.99989880  =   0.99978684
 CU1012!UTM  14      -   0.99988803  x   0.99993690  =   0.99982493
 CU1012
 CU1012:                Primary Azimuth Mark                     Grid Az
 CU1012:SPC TXNC     -  HERMLEIGH ATT MICROWAVE                  178 18 43.2
 CU1012:UTM  14      -  HERMLEIGH ATT MICROWAVE                  178 01 43.6
 CU1012
 CU1012|---------------------------------------------------------------------|
 CU1012| PID    Reference Object                     Distance      Geod. Az  |
 CU1012|                                                           dddmmss.s |
 CU1012| CU1011 HERMLEIGH ATT MICROWAVE             APPROX. 1.0 KM 1770441.8 |
 CU1012| CX8278 HERMLEIGH RM 1                       24.751 METERS 18426     |
 CU1012| CX8279 HERMLEIGH RM 2                       27.897 METERS 27148     |
 CU1012| CU1013 HERMLEIGH MUN TANK                   34.306 METERS 27337     |
 CU1012|---------------------------------------------------------------------|
 CU1012
 CU1012                          SUPERSEDED SURVEY CONTROL
 CU1012
 CU1012  NAD 83(1986)-  32 38 08.52568(N)    100 45 43.49867(W) AD(       ) 2
 CU1012  NAD 27      -  32 38 08.12435(N)    100 45 42.08870(W) AD(       ) 2
 CU1012
 CU1012.Superseded values are not recommended for survey control.
 CU1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1012.See file dsdata.txt to determine how the superseded data were derived.
 CU1012
 CU1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB3470912273(NAD 83)
 CU1012_MARKER: DS = TRIANGULATION STATION DISK
 CU1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1012_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1012
 CU1012  HISTORY     - Date     Condition        Report By
 CU1012  HISTORY     - 1968     MONUMENTED       CGS
 CU1012
 CU1012                          STATION DESCRIPTION
 CU1012
 CU1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1012'THE STATION IS LOCATED IN THE TOWN OF HERMLEIGH, AT HERMLEIGH
 CU1012'MUNICIPAL WATER TANK ON LAND OWNED BY THE TOWN OF HERMLEIGH.
 CU1012'
 CU1012'TO REACH FROM THE POST OFFICE IN HERMLEIGH, GO WESTERLY FOR ONE
 CU1012'BLOCK, TURN RIGHT, NORTHERLY, FOR APPROXIMATELY ONE-HALF BLOCK TO A
 CU1012'POINT JUST SOUTH OF WATER TANK ON THE RIGHT AND STATION.
 CU1012'
 CU1012'STATION MARK, A STANDARD DISK, STAMPED HERMLEIGH 1968, SET IN THE
 CU1012'TOP OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES ABOVE THE
 CU1012'GROUND.  IT IS 118 FEET EAST OF THE APPROXIMATE CENTER OF ROAD, 84
 CU1012'FEET WEST OF THE SOUTHWEST CORNER OF A LARGE BUILDING, 3.5 FEET
 CU1012'NORTH OF A WITNESS POST.
 CU1012'
 CU1012'REFERENCE MARK 1, A STANDARD DISK, STAMPED HERMLEIGH NO 1 1968,
 CU1012'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS 2
 CU1012'INCHES ABOVE THE GROUND.  IT IS 78 FEET SOUTH OF WITNESS POST, 67
 CU1012'FEET EAST OF THE APPROXIMATE CENTER OF ROAD, 2 FEET SOUTH OF A
 CU1012'POWERLINE POLE.
 CU1012'
 CU1012'REFERENCE MARK 2, A STANDARD DISK, STAMPED HERMLEIGH NO 2 1968, SET
 CU1012'IN A DRILL HOLE, CEMENTED IN THE BASE OF THE SOUTHEAST CORNER OF
 CU1012'THE HERMLEIGH MUNICIPAL WATER TANK.  IT IS 93 FEET WEST OF WITNESS
 CU1012'POST, 46.5 FEET EAST OF APPROXIMATE CENTER OF ROAD.
 CU1012'
 CU1012'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 CU1012'
 CU1012'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1011 ***********************************************************************
 CU1011  DESIGNATION -  HERMLEIGH ATT MICROWAVE
 CU1011  PID         -  CU1011
 CU1011  STATE/COUNTY-  TX/SCURRY
 CU1011  USGS QUAD   -  HERMLEIGH (1979)
 CU1011
 CU1011                         *CURRENT SURVEY CONTROL
 CU1011  ___________________________________________________________________
 CU1011* NAD 83(1993)-  32 37 36.86888(N)    100 45 41.59891(W)     ADJUSTED  
 CU1011* NAVD 88     -                                                        
 CU1011  ___________________________________________________________________
 CU1011  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 CU1011  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CU1011
 CU1011  HORZ ORDER  -  THIRD
 CU1011
 CU1011.The horizontal coordinates were established by classical geodetic methods
 CU1011.and adjusted by the National Geodetic Survey in February 1996..
 CU1011
 CU1011
 CU1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1011
 CU1011.The geoid height was determined by GEOID03.
 CU1011
 CU1011;                    North         East     Units Scale Factor Converg.
 CU1011;SPC TXNC     - 2,108,765.547   387,802.990   MT  0.99989992   -1 14 00.4
 CU1011;SPC TXNC     - 6,918,508.30  1,272,316.98   sFT  0.99989992   -1 14 00.4
 CU1011;UTM  14      - 3,611,297.135   334,742.776   MT  0.99993676   -0 56 60.0
 CU1011
 CU1011                          SUPERSEDED SURVEY CONTROL
 CU1011
 CU1011  NAD 83(1986)-  32 37 36.87405(N)    100 45 41.58906(W) AD(       ) 4
 CU1011  NAD 27      -  32 37 36.47177(N)    100 45 40.17909(W) AD(       ) 3
 CU1011
 CU1011.Superseded values are not recommended for survey control.
 CU1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1011.See file dsdata.txt to determine how the superseded data were derived.
 CU1011
 CU1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB3474311297(NAD 83)
 CU1011_MARKER: 45 = MICROWAVE TOWER
 CU1011
 CU1011  HISTORY     - Date     Condition        Report By
 CU1011  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1011
 CU1011                          STATION DESCRIPTION
 CU1011
 CU1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1011'IT IS A LACED STEEL MAST PAINTED RED AND WHITE AND IS ABOUT 150
 CU1011'FEET HIGH.  THE POINT INTERSECTED IS THE TOP-CENTER OF THE MAST.
 CU1011'
 CU1011'IT IS LOCATED ABOUT 1.0 MILE SOUTHEAST OF HERMLIEGH ON THE SOUTH
 CU1011'SIDE OF U.S. HIGHWAY 84.
 CU1011'
 CU1011'HERMLIEGH, AMERICAN TELEPHONE AND TELEGRAPH CO, MICROWAVE RELAY
 CU1011'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1013 ***********************************************************************
 CU1013  DESIGNATION -  HERMLEIGH MUN TANK
 CU1013  PID         -  CU1013
 CU1013  STATE/COUNTY-  TX/SCURRY
 CU1013  USGS QUAD   -  HERMLEIGH (1979)
 CU1013
 CU1013                         *CURRENT SURVEY CONTROL
 CU1013  ___________________________________________________________________
 CU1013* NAD 83(1993)-  32 38 08.59095(N)    100 45 44.82146(W)     ADJUSTED  
 CU1013* NAVD 88     -                                                        
 CU1013  ___________________________________________________________________
 CU1013  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 CU1013  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CU1013
 CU1013  HORZ ORDER  -  THIRD
 CU1013
 CU1013.The horizontal coordinates were established by classical geodetic methods
 CU1013.and adjusted by the National Geodetic Survey in February 1996..
 CU1013
 CU1013
 CU1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1013
 CU1013.The geoid height was determined by GEOID03.
 CU1013
 CU1013;                    North         East     Units Scale Factor Converg.
 CU1013;SPC TXNC     - 2,109,744.229   387,740.054   MT  0.99989880   -1 14 02.1
 CU1013;SPC TXNC     - 6,921,719.19  1,272,110.49   sFT  0.99989880   -1 14 02.1
 CU1013;UTM  14      - 3,612,275.530   334,674.998   MT  0.99993704   -0 57 02.5
 CU1013
 CU1013                          SUPERSEDED SURVEY CONTROL
 CU1013
 CU1013  NAD 83(1986)-  32 38 08.59616(N)    100 45 44.81162(W) AD(       ) 4
 CU1013  NAD 27      -  32 38 08.19465(N)    100 45 43.40072(W) AD(       ) 3
 CU1013
 CU1013.Superseded values are not recommended for survey control.
 CU1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1013.See file dsdata.txt to determine how the superseded data were derived.
 CU1013
 CU1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB3467512276(NAD 83)
 CU1013_MARKER: 53 = ELEVATED TANK
 CU1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU1013+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 CU1013
 CU1013  HISTORY     - Date     Condition        Report By
 CU1013  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1013  HISTORY     - 20030719 GOOD             USPSQD
 CU1013  HISTORY     - 20040325 GOOD             GEOCAC
 CU1013
 CU1013                          STATION DESCRIPTION
 CU1013
 CU1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1013'IT IS A STEEL TANK SUPPORTED BY FOUR STEEL LEGS, IS ABOUT 125 FEET
 CU1013'HIGH AND IS PAINTED SILVER.  THE POINT INTERSECTED IS THE TOP-CENTER
 CU1013'OF THE TANK.
 CU1013'
 CU1013'IT IS LOCATED ABOUT 300 FEET EAST OF THE HERMLIEGH COMMUNITY CENTER
 CU1013'BUILDING IN HERMLIEGH.
 CU1013
 CU1013                          STATION RECOVERY (2003)
 CU1013
 CU1013'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 CU1013'RECOVERED IN GOOD CONDITION.
 CU1013
 CU1013                          STATION RECOVERY (2004)
 CU1013
 CU1013'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 CU1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1794 ***********************************************************************
 AY1794  DESIGNATION -  HERNDON
 AY1794  PID         -  AY1794
 AY1794  STATE/COUNTY-  TX/GUADALUPE
 AY1794  USGS QUAD   -  MC QUEENEY (1994)
 AY1794
 AY1794                         *CURRENT SURVEY CONTROL
 AY1794  ___________________________________________________________________
 AY1794* NAD 83(1993)-  29 32 42.43045(N)    098 06 49.78337(W)     ADJUSTED  
 AY1794* NAVD 88     -       214.5    (meters)     704.     (feet)  VERTCON   
 AY1794  ___________________________________________________________________
 AY1794  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AY1794  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AY1794
 AY1794  HORZ ORDER  -  FIRST
 AY1794
 AY1794.The horizontal coordinates were established by classical geodetic methods
 AY1794.and adjusted by the National Geodetic Survey in February 1996..
 AY1794
 AY1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1794
 AY1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1794
 AY1794.The geoid height was determined by GEOID03.
 AY1794
 AY1794;                    North         East     Units Scale Factor Converg.
 AY1794;SPC TXSC     - 4,190,036.818   685,878.629   MT  0.99986995   +0 26 02.9
 AY1794;SPC TXSC     -13,746,812.46  2,250,253.47   sFT  0.99986995   +0 26 02.9
 AY1794;UTM  14      - 3,268,710.077   585,858.037   MT  0.99969095   +0 26 13.2
 AY1794
 AY1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1794!SPC TXSC     -   0.99997039  x   0.99986995  =   0.99984035
 AY1794!UTM  14      -   0.99997039  x   0.99969095  =   0.99966135
 AY1794
 AY1794|---------------------------------------------------------------------|
 AY1794| PID    Reference Object                     Distance      Geod. Az  |
 AY1794|                                                           dddmmss.s |
 AY1794| AY1790 HERNDON 1903 RM                     114.651 METERS 04007     |
 AY1794| AY1793 HERNDON HILL USGS 1903                4.309 METERS 12951     |
 AY1794| CV5158 HERNDON AZ MK                                      2802318.3 |
 AY1794| CV5159 HERNDON RM 2                        157.247 METERS 30857     |
 AY1794|---------------------------------------------------------------------|
 AY1794
 AY1794                          SUPERSEDED SURVEY CONTROL
 AY1794
 AY1794  NAD 83(1986)-  29 32 42.43643(N)    098 06 49.76488(W) AD(       ) 1
 AY1794  NAD 27      -  29 32 41.60800(N)    098 06 48.73700(W) AD(       ) 1
 AY1794  NGVD 29 (07/19/86)  214.4    (m)          703.     (f) VERT ANG       
 AY1794
 AY1794.Superseded values are not recommended for survey control.
 AY1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1794.See file dsdata.txt to determine how the superseded data were derived.
 AY1794
 AY1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8585868710(NAD 83)
 AY1794_MARKER: N = NAIL
 AY1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1794+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AY1794
 AY1794  HISTORY     - Date     Condition        Report By
 AY1794  HISTORY     - 1903     MONUMENTED       CGS
 AY1794  HISTORY     - 1924     GOOD             CGS
 AY1794  HISTORY     - 1935     GOOD             CGS
 AY1794  HISTORY     - 1937     GOOD             TXHD
 AY1794  HISTORY     - 1953     GOOD             CGS
 AY1794  HISTORY     - 1957     GOOD             AMS
 AY1794  HISTORY     - 1975     GOOD             LOCENG
 AY1794  HISTORY     - 19930808 GOOD             USPSQD
 AY1794  HISTORY     - 19990925 GOOD             USPSQD
 AY1794  HISTORY     - 20030517 GOOD             USPSQD
 AY1794
 AY1794                          STATION DESCRIPTION
 AY1794
 AY1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY1794'STATION IS ABOUT 2-3/4 MILES E OF S OF MARION, A SMALL TOWN
 AY1794'ON THE SOUTHERN PACIFIC, 1/4 MILE S OF OLD SEGUIN-SAN ANTONIO
 AY1794'WAGON ROAD, ON THE HIGHEST POINT OF RIDGE IN CORNFIELD ON
 AY1794'LAND OWNED IN 1924 BY OTTO RUX, WHO LIVES 1/4 MILE N OF
 AY1794'STATION.  IN 1903 LAND WAS OWNED BY A MR. KRUEGER, AND RIDGE,
 AY1794'WHICH WAS COVERED WITH TREES, WAS KNOWN AS HERNDON HILL.
 AY1794'
 AY1794'ORIGINAL SURFACE MARK WAS NAIL IN THE CENTER OF AN IRON
 AY1794'PIPE 2 INCHES IN DIAMETER AND 2 FEET LONG, SET FLANGE DOWN,
 AY1794'FILLED WITH CONCRETE, AND SURROUNDED BY A BLOCK OF CONCRETE
 AY1794'18 INCHES IN DIAMETER.  THE CONCRETE WAS MARKED WITH THE
 AY1794'LETTERS U.S.C. AND G.S. AND THE DATE.
 AY1794'
 AY1794'IN 1924 SURFACE MARK REPORTED A STANDARD BRONZE DISK SET
 AY1794'IN THE TOP OF A SQUARE BLOCK OF CONCRETE.  IT IS PROBABLE
 AY1794'THAT IN 1924 NAIL OF ORIGINAL MARK WAS REPLACED WITH STANDARD
 AY1794'DISK.
 AY1794'
 AY1794'UNDERGROUND MARK IS A NAIL IN THE CENTER OF AN IRON PIPE
 AY1794'2 INCHES IN DIAMETER AND 2 FEET LONG, SET FLANGE DOWN, FILLED
 AY1794'WITH CONCRETE AND SURROUNDED BY A CONCRETE BLOCK 12 INCHES
 AY1794'IN DIAMETER.
 AY1794'
 AY1794'IN 1924 IT WAS REPORTED AS A BLOCK OF CONCRETE 3 FEET BELOW
 AY1794'THE GROUND CONTAINING AT THE CENTER OF ITS UPPER SURFACE
 AY1794'AN IRON NAIL WITH POINT PROJECTING ABOVE THE CONCRETE.
 AY1794'
 AY1794'REFERENCE MARK SET 1924 IS A STANDARD BRONZE DISK SET AT
 AY1794'THE TOP OF A SQUARE BLOCK OF CONCRETE, NEAR SW CORNER OF MESQUITE
 AY1794'PASTURE AND 114.445 METERS (375.47 FEET) FROM STATION.
 AY1794'
 AY1794'IN 1903 MARKS WERE PLACED ON TREES (WHICH PROBABLY NO LONGER
 AY1794'EXIST) AS FOLLOWS--3 NAILS IN BLAZE, 2 FEET ABOVE GROUND,
 AY1794'ON 6-INCH HICKORY 25 FEET HIGH, 14.02 METERS (46.0 FEET)
 AY1794'FROM STATION S 33 DEG 10 MIN E.  NAIL IN CENTER
 AY1794'OF TRIANGLE 3-1/2 INCHES ON A SIDE, CUT IN BLAZE 2 FEET
 AY1794'ABOVE GROUND, ON 8-INCH HICKORY ABOUT 18 FEET HIGH, 16.36
 AY1794'METERS (53.7 FEET) FROM STATION N 58 DEG.  3 NAILS
 AY1794'IN BLAZE 2-1/2 FEET ABOVE GROUND, ON 8-INCH SCRUB OAK ABOUT
 AY1794'12 FEET HIGH, ACROSS ROAD, AT E SIDE OF SMALL CLEARING 30.92
 AY1794'METERS (101.4 FEET) FROM STATION N 01 DEG 58 MIN E.
 AY1794'IN 1903 THE FOLLOWING DISTANCES AND BEARINGS WERE OBSERVED
 AY1794'FROM STATION.  N GABLE OF HOUSE OF CHARLES STREY, 3/8
 AY1794'MILE, S 18 DEG 18 MIN E.  E GABLE OF HOUSE OF WILLIAM
 AY1794'KRUEGER, 1/4 MILE, S 38 DEG 55 MIN W.  MARION, LUTHERAN
 AY1794'CHURCH, SPIRE, 2-1/2 MILES, N 55 DEG 56 MIN W.  W
 AY1794'CHIMNEY OF HOUSE OF WILLIAM STAATS, 1/4 MILE,
 AY1794'N 06 DEG 22 MIN E.  IN 1924 HERNDON HILL (U.S.G.S.), TABLET
 AY1794'ON IRON PIPE, WAS REPORTED 2 FEET W OF LONE, SMALL,
 AY1794'NEARLY DEAD, OAK TREE, AND 4.309 METERS (14.14 FEET)
 AY1794'FROM STATION.  ELEVATION OF
 AY1794'STATION 214.4 METERS (703 FEET).
 AY1794'
 AY1794'TO REACH FROM MARION, GO S 1-1/4 MILES, TAKE LEFT ROAD 2-1/4
 AY1794'MILES TO OTTO RUXS PLACE, GO THROUGH YARD AND ALONG EDGE
 AY1794'OF FIELD TO STATION SITE.
 AY1794
 AY1794                          STATION RECOVERY (1935)
 AY1794
 AY1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AY1794'THIS STATION WAS FOUND AS DESCRIBED, AND IN EXCELLENT CONDITION.
 AY1794'IT IS ON THE HIGHEST POINT OF A RIDGE IN A CORN FIELD SW
 AY1794'OF THE HOUSE OCCUPIED BY OTTO RUX.  THE LAND STATION IS
 AY1794'IS ON IS OWNED BY MRS. EDNA KRUEGER SAUER OF SAN ANTONIO,
 AY1794'TEXAS, AND IS FARMED BY OTTO RUX AND MR. MERZ.
 AY1794'
 AY1794'THE STATION MARK IS ABOUT 15 FEET WNW FROM HERNDON HILL
 AY1794'U.S.G.S. HERNDON HILL U.S.G.S. IS MARKED BY AN IRON PIPE
 AY1794'WITH A STANDARD U.S.G.S. CAP AND PROJECTS AT LEAST TWO FEET
 AY1794'FROM THE GROUND.
 AY1794'
 AY1794'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE,
 AY1794'AND WAS FOUND SLIGHTLY COVERED OVER WITH DIRT.
 AY1794'
 AY1794'THE REFERENCE MARK SET IN 1924 WAS RECOVERED, AND IN EXCELLENT
 AY1794'CONDITION.  IT IS A STANDARD BRONZE DISK SET IN CONCRETE,
 AY1794'AND IS ON THE S FENCE LINE OF THE MESQUITE PASTURE DESCRIBED.
 AY1794'IT IS ABOUT 37 YARDS E ALONG THIS FENCE LINE FROM THE SW
 AY1794'CORNER OF THE MESQUITE PASTURE, AND ABOUT 26 YARDS W ALONG
 AY1794'THIS FENCE LINE FROM THE CENTER OF A WOODEN SHACK IN THE
 AY1794'MESQUITE PASTURE.  THERE ARE NO HICKORY OR OAK TREES IN
 AY1794'THIS LOCATION NOW.
 AY1794'
 AY1794'TO REACH THIS STATION FROM MARION, TAKE ROAD LEADING S FROM
 AY1794'THE SOUTHERN PACIFIC DEPOT DISTANCE 1.4 MILES TO FORKS OF
 AY1794'ROAD.  TAKE LEFT FORK AND GO 0.8 MILE TO POINT WHERE MAIN
 AY1794'ROAD TURNS RIGHT.  KEEP STRAIGHT ON DIRT ROAD FOR 2.1 MILES
 AY1794'TO RUX HOUSE.
 AY1794
 AY1794                          STATION RECOVERY (1937)
 AY1794
 AY1794'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1794'STATION MARK, REFERENCE MARK 1924, AND U.S.G.S. HERNDON
 AY1794'HILL RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  REFERENCE
 AY1794'MARK 1924 IS IN S FENCE LINE OF PASTURE AND 110 FEET E OF
 AY1794'SW CORNER.  DESCRIPTION FOR REACHING STATION IS SATISFACTORY.
 AY1794
 AY1794                          STATION RECOVERY (1953)
 AY1794
 AY1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1794'THE STATION MARK, A REFERENCE MARK, AND THE U.S. GEOLOGICAL
 AY1794'SURVEY BENCH MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 AY1794'MARK NO. 2 AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS
 AY1794'PARTY.
 AY1794'
 AY1794'A COMPLETE DESCRIPTION FOLLOWS--
 AY1794'
 AY1794'THE STATION IS LOCATED ABOUT 2.75 MILES SOUTH OF MARION,
 AY1794'ON THE HIGHEST POINT OF A RIDGE IN A CULTIVATED FIELD FARMED
 AY1794'BY MR. OTTO RUX WHOSE RESIDENCE IS NORTH OF THE STATION
 AY1794'AT EDGE OF THE FIELD.
 AY1794'
 AY1794'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AY1794'78 AND FARM ROAD 465 IN MARION, GO SOUTHERLY ON FARM ROAD
 AY1794'465 FOR 2.0 MILES TO A CROSSROAD, *TURN LEFT, GO 0.4 MILE
 AY1794'EAST ON A DIRT ROAD TO A GATE ON RIGHT AND HOME OF MR. OTTO
 AY1794'RUX.  PASS THROUGH GATE, GO SOUTH BETWEEN HOUSE AND BARN
 AY1794'TO ANOTHER GATE, PASS THROUGH GATE AND GO 0.2 MILE SOUTHEAST
 AY1794'ALONG EDGE OF FIELD TO THE TOP OF THE RIDGE, TURN RIGHT,
 AY1794'GO SOUTHWEST ALONG RIDGE TO HIGHEST POINT AND THE STATION
 AY1794'SITE.
 AY1794'
 AY1794'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1794'POST SET FLUSH WITH THE SURFACE.  IT IS ABOUT 125 YARDS
 AY1794'SOUTHWEST OF THE NORTHEAST EDGE OF THE FIELD AND IT IS STAMPED
 AY1794'HERNDON 1903.
 AY1794'
 AY1794'THE REFERENCE MARK ESTABLISHED IN 1924 IS A STANDARD DISK
 AY1794'SET IN A SQUARE CONCRETE POST SET FLUSH WITH THE SURFACE.
 AY1794'IT IS ABOUT 26 YARDS WEST OF THE CENTER OF A WOODEN SHACK
 AY1794'AND ALONG A FENCE LINE.  IT IS NOT STAMPED.
 AY1794'
 AY1794'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AY1794'CONCRETE POST PROJECTING 5 INCHES.  IT IS 1.0 FOOT EAST
 AY1794'OF A TELEPHONE POLE IN A CULTIVATED FIELD AND IS STAMPED
 AY1794'HERNDON NO. 2 1953.
 AY1794'
 AY1794'HERNDON HILL (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY
 AY1794'BENCH MARK CAP SET IN AN IRON PIPE PROJECTING 2 FEET.  IT
 AY1794'IS STAMPED 32H 1924.
 AY1794'
 AY1794'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1794'POST SET FLUSH WITH THE SURFACE.  IT IS 34 FEET WEST OF
 AY1794'THE CENTER LINE OF FARM ROAD 465, 5 FEET SOUTH OF A TELEPHONE
 AY1794'POLE, 3 FEET SOUTH OF A WITNESS POST AND IT IS SET IN A
 AY1794'NORTH-SOUTH FENCE LINE.  IT IS STAMPED HERNDON 1953.
 AY1794'
 AY1794'*TO REACH THE AZIMUTH MARK FROM THIS CROSSROAD, GO SOUTH
 AY1794'ON FARM ROAD 465 FOR 0.2 MILE TO THE MARK ON THE RIGHT SIDE
 AY1794'OF THE ROAD.
 AY1794
 AY1794                          STATION RECOVERY (1957)
 AY1794
 AY1794'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 AY1794'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A TRIANGULATION
 AY1794'DISK SET IN CONCRETE AND FLUSH WITH THE GROUND, IN A CULTIVATED
 AY1794'FIELD AND 1 R.M. WAS RECEIVED AS DESCRIBED.  LOCATED 14.0
 AY1794'WNW OF STATION HERNDON HILL.
 AY1794
 AY1794                          STATION RECOVERY (1975)
 AY1794
 AY1794'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (DK)
 AY1794'RECOVERED BY INTERNATIONAL AERIAL MAPPING CO.
 AY1794'
 AY1794'HERNDON-GOOD
 AY1794
 AY1794                          STATION RECOVERY (1993)
 AY1794
 AY1794'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1794'RECOVERED IN GOOD CONDITION.
 AY1794
 AY1794                          STATION RECOVERY (1999)
 AY1794
 AY1794'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1794'RECOVERED IN GOOD CONDITION.
 AY1794
 AY1794                          STATION RECOVERY (2003)
 AY1794
 AY1794'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY1794'WAAS DGPS (GARMIN 76, 3D DIFFERENTIAL, 7 SATELLITES) READING OVER MARK
 AY1794'- 29 32 42.6 (N) - 098 06 49.8 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1790 ***********************************************************************
 AY1790  DESIGNATION -  HERNDON 1903 RM
 AY1790  PID         -  AY1790
 AY1790  STATE/COUNTY-  TX/GUADALUPE
 AY1790  USGS QUAD   -  MC QUEENEY (1994)
 AY1790
 AY1790                         *CURRENT SURVEY CONTROL
 AY1790  ___________________________________________________________________
 AY1790* NAD 83(1993)-  29 32 45.27822(N)    098 06 47.03968(W)     ADJUSTED  
 AY1790* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 AY1790  ___________________________________________________________________
 AY1790  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AY1790  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AY1790
 AY1790  HORZ ORDER  -  SECOND
 AY1790
 AY1790.The horizontal coordinates were established by classical geodetic methods
 AY1790.and adjusted by the National Geodetic Survey in February 1996..
 AY1790
 AY1790.The orthometric height was scaled from a topographic map.
 AY1790
 AY1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1790
 AY1790.The geoid height was determined by GEOID03.
 AY1790
 AY1790;                    North         East     Units Scale Factor Converg.
 AY1790;SPC TXSC     - 4,190,125.048   685,951.821   MT  0.99987000   +0 26 04.3
 AY1790;SPC TXSC     -13,747,101.93  2,250,493.60   sFT  0.99987000   +0 26 04.3
 AY1790;UTM  14      - 3,268,798.295   585,931.211   MT  0.99969111   +0 26 14.6
 AY1790
 AY1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1790!SPC TXSC     -   0.99997108  x   0.99987000  =   0.99984109
 AY1790!UTM  14      -   0.99997108  x   0.99969111  =   0.99966220
 AY1790
 AY1790                          SUPERSEDED SURVEY CONTROL
 AY1790
 AY1790  NAD 83(1986)-  29 32 45.28419(N)    098 06 47.02121(W) AD(       ) 2
 AY1790  NAD 27      -  29 32 44.44900(N)    098 06 45.99600(W) AD(       ) 2
 AY1790
 AY1790.Superseded values are not recommended for survey control.
 AY1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1790.See file dsdata.txt to determine how the superseded data were derived.
 AY1790
 AY1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8593168798(NAD 83)
 AY1790_MARKER: DS = TRIANGULATION STATION DISK
 AY1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1790+STABILITY: SURFACE MOTION
 AY1790
 AY1790  HISTORY     - Date     Condition        Report By
 AY1790  HISTORY     - 1924     MONUMENTED       CGS
 AY1790  HISTORY     - 19930808 GOOD             USPSQD
 AY1790  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY1790
 AY1790                          STATION DESCRIPTION
 AY1790
 AY1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY1790'THE STATION IS LOCATED ABOUT 2.75 MILES SOUTH OF MARION,
 AY1790'ON THE HIGHEST POINT OF A RIDGE IN A CULTIVATED FIELD FARMED
 AY1790'BY MR. OTTO RUX WHOSE RESIDENCE IS NORTH OF THE STATION
 AY1790'AT EDGE OF THE FIELD.
 AY1790'
 AY1790'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 AY1790'78 AND FARM ROAD 465 IN MARION, GO SOUTHERLY ON FARM ROAD
 AY1790'465 FOR 2.0 MILES TO A CROSSROAD, *TURN LEFT, GO 0.4 MILE
 AY1790'EAST ON A DIRT ROAD TO A GATE ON RIGHT AND HOME OF MR. OTTO
 AY1790'RUX.  PASS THROUGH GATE, GO SOUTH BETWEEN HOUSE AND BARN
 AY1790'TO ANOTHER GATE, PASS THROUGH GATE AND GO 0.2 MILE SOUTHEAST
 AY1790'ALONG EDGE OF FIELD TO THE TOP OF THE RIDGE, TURN RIGHT,
 AY1790'GO SOUTHWEST ALONG RIDGE TO HIGHEST POINT AND THE STATION
 AY1790'SITE.
 AY1790'
 AY1790'THE REFERENCE MARK ESTABLISHED IN 1924 IS A STANDARD DISK
 AY1790'SET IN A SQUARE CONCRETE POST SET FLUSH WITH THE SURFACE.
 AY1790'IT IS ABOUT 26 YARDS WEST OF THE CENTER OF A WOODEN SHACK
 AY1790'AND ALONG A FENCE LINE.  IT IS NOT STAMPED.
 AY1790
 AY1790                          STATION RECOVERY (1993)
 AY1790
 AY1790'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1790'RECOVERED IN GOOD CONDITION.
 AY1790
 AY1790                          STATION RECOVERY (2003)
 AY1790
 AY1790'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY1790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1793 ***********************************************************************
 AY1793  DESIGNATION -  HERNDON HILL USGS 1903
 AY1793  PID         -  AY1793
 AY1793  STATE/COUNTY-  TX/GUADALUPE
 AY1793  USGS QUAD   -  MC QUEENEY (1994)
 AY1793
 AY1793                         *CURRENT SURVEY CONTROL
 AY1793  ___________________________________________________________________
 AY1793* NAD 83(1993)-  29 32 42.34077(N)    098 06 49.66048(W)     ADJUSTED  
 AY1793* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 AY1793  ___________________________________________________________________
 AY1793  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AY1793  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AY1793
 AY1793  HORZ ORDER  -  SECOND
 AY1793
 AY1793.The horizontal coordinates were established by classical geodetic methods
 AY1793.and adjusted by the National Geodetic Survey in February 1996..
 AY1793
 AY1793.The orthometric height was scaled from a topographic map.
 AY1793
 AY1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1793
 AY1793.The geoid height was determined by GEOID03.
 AY1793
 AY1793;                    North         East     Units Scale Factor Converg.
 AY1793;SPC TXSC     - 4,190,034.082   685,881.958   MT  0.99986995   +0 26 03.0
 AY1793;SPC TXSC     -13,746,803.48  2,250,264.39   sFT  0.99986995   +0 26 03.0
 AY1793;UTM  14      - 3,268,707.342   585,861.365   MT  0.99969096   +0 26 13.3
 AY1793
 AY1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1793!SPC TXSC     -   0.99997030  x   0.99986995  =   0.99984025
 AY1793!UTM  14      -   0.99997030  x   0.99969096  =   0.99966127
 AY1793
 AY1793:                Primary Azimuth Mark                     Grid Az
 AY1793:SPC TXSC     -  MISSION MISSION HILL USGS 1903           344 52 59.2
 AY1793:UTM  14      -  MISSION MISSION HILL USGS 1903           344 52 48.9
 AY1793
 AY1793|---------------------------------------------------------------------|
 AY1793| PID    Reference Object                     Distance      Geod. Az  |
 AY1793|                                                           dddmmss.s |
 AY1793| AY1799 MISSION MISSION HILL USGS 1903      APPROX.19.5 KM 3451902.2 |
 AY1793|---------------------------------------------------------------------|
 AY1793
 AY1793                          SUPERSEDED SURVEY CONTROL
 AY1793
 AY1793  NAD 83(1986)-  29 32 42.34639(N)    098 06 49.64146(W) AD(       ) 2
 AY1793  NAD 27      -  29 32 41.52000(N)    098 06 48.61000(W) AD(       ) 2
 AY1793
 AY1793.Superseded values are not recommended for survey control.
 AY1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1793.See file dsdata.txt to determine how the superseded data were derived.
 AY1793
 AY1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8586168707(NAD 83)
 AY1793_MARKER: P = PIPE CAP
 AY1793_SETTING: 0 = UNSPECIFIED SETTING
 AY1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1793
 AY1793  HISTORY     - Date     Condition        Report By
 AY1793  HISTORY     - 1903     MONUMENTED       USGS
 AY1793  HISTORY     - 1935     GOOD             CGS
 AY1793  HISTORY     - 1957     GOOD             AMS
 AY1793  HISTORY     - 19930808 GOOD             USPSQD
 AY1793  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY1793
 AY1793                          STATION DESCRIPTION
 AY1793
 AY1793'DESCRIBED BY US GEOLOGICAL SURVEY 1903 (WHB)
 AY1793'U.S. GEOLOGICAL SURVEY BENCH MARK (705/3) CONSISTING OF
 AY1793'IRON PIPE WITH SCREW TOP TABLET, PROJECTING 2 FEET ABOVE
 AY1793'GROUND, 4.309 METERS (14.14 FEET) S 50 DEG 30 MIN E.
 AY1793'FROM STATION HERNDON, AND 2 FEET W OF LONE, SMALL OAK
 AY1793'TREE WHICH IS NEARLY DEAD.
 AY1793
 AY1793                          STATION RECOVERY (1935)
 AY1793
 AY1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AY1793'THIS STATION WAS FOUND AS DESCRIBED, AND IN EXCELLENT CONDITION.
 AY1793'THE PIPE PROJECTS ABOUT 2 FEET.  THERE ARE NO TREES NEAR
 AY1793'THIS STATION NOW.
 AY1793
 AY1793                          STATION RECOVERY (1957)
 AY1793
 AY1793'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 AY1793'STATION MARK--USGS BENCH MARK CONSISTING OF AN IRON PIPE WITH A
 AY1793'SCREW TOP TABLET PROJECTING 2 FT. ABOVE GROUND.
 AY1793
 AY1793                          STATION RECOVERY (1993)
 AY1793
 AY1793'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1793'RECOVERED IN GOOD CONDITION.
 AY1793
 AY1793                          STATION RECOVERY (2003)
 AY1793
 AY1793'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY1793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0976 ***********************************************************************
 AV0976  DESIGNATION -  HERON 1933
 AV0976  PID         -  AV0976
 AV0976  STATE/COUNTY-  TX/ORANGE
 AV0976  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0976
 AV0976                         *CURRENT SURVEY CONTROL
 AV0976  ___________________________________________________________________
 AV0976* NAD 83(1993)-  29 59 49.32963(N)    093 55 11.88020(W)     ADJUSTED  
 AV0976* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AV0976  ___________________________________________________________________
 AV0976  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AV0976  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AV0976
 AV0976  HORZ ORDER  -  THIRD
 AV0976
 AV0976.The horizontal coordinates were established by classical geodetic methods
 AV0976.and adjusted by the National Geodetic Survey in February 1996..
 AV0976
 AV0976.The orthometric height was scaled from a topographic map.
 AV0976
 AV0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0976
 AV0976.The geoid height was determined by GEOID03.
 AV0976
 AV0976;                    North         East     Units Scale Factor Converg.
 AV0976;SPC TX C     - 3,054,458.619 1,318,498.603   MT  1.00003408   +3 18 11.7
 AV0976;SPC TX C     -10,021,169.65  4,325,774.17   sFT  1.00003408   +3 18 11.7
 AV0976;SPC TXSC     - 4,250,443.843 1,089,979.570   MT  0.99992983   +2 29 19.6
 AV0976;SPC TXSC     -13,944,997.84  3,576,041.31   sFT  0.99992983   +2 29 19.6
 AV0976;SPC LA S     -   168,754.476   750,457.676   MT  0.99992575   -1 17 36.1
 AV0976;SPC LA S     -   553,655.31  2,462,126.56   sFT  0.99992575   -1 17 36.1
 AV0976;UTM  15      - 3,318,813.091   411,266.781   MT  0.99969714   -0 27 35.9
 AV0976
 AV0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0976!SPC TX C     -   1.00000414  x   1.00003408  =   1.00003822
 AV0976!SPC TXSC     -   1.00000414  x   0.99992983  =   0.99993397
 AV0976!SPC LA S     -   1.00000414  x   0.99992575  =   0.99992989
 AV0976!UTM  15      -   1.00000414  x   0.99969714  =   0.99970128
 AV0976
 AV0976                          SUPERSEDED SURVEY CONTROL
 AV0976
 AV0976  NAD 83(1993)-  29 59 49.32913(N)    093 55 11.88010(W) AD(       ) 3
 AV0976  NAD 83(1986)-  29 59 49.34792(N)    093 55 11.86332(W) AD(       ) 3
 AV0976  NAD 27      -  29 59 48.58000(N)    093 55 11.24400(W) AD(       ) 3
 AV0976
 AV0976.Superseded values are not recommended for survey control.
 AV0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0976.See file dsdata.txt to determine how the superseded data were derived.
 AV0976
 AV0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1126718813(NAD 83)
 AV0976_MARKER: DS = TRIANGULATION STATION DISK
 AV0976_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AV0976_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 AV0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0976
 AV0976  HISTORY     - Date     Condition        Report By
 AV0976  HISTORY     - 1933     MONUMENTED       CGS
 AV0976  HISTORY     - 1947     GOOD             CGS
 AV0976  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AV0976
 AV0976                          STATION DESCRIPTION
 AV0976
 AV0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0976'STATION IS LOCATED ON THE E BANK OF A SMALL SLOUGH, ABOUT ONE
 AV0976'MILE E OF THE PORT NECHES PLANT OF THE TEXAS COMPANY, AND ON
 AV0976'THE N BANK OF THE NECHES RIVER.  IT IS IN A SHELL BANK, 15
 AV0976'METERS FROM THE RIVER AND 10 METERS FROM THE SLOUGH.
 AV0976'
 AV0976'STATION MARK IS A BRONZE DISK SET IN CONCRETE AT THE CENTER
 AV0976'OF THE TOP OF A TILE.
 AV0976'
 AV0976'REFERENCE MARK 1 IS TO THE E IN A GROUP OF SCRUB GROWTH.  IT
 AV0976'IS A BRONZE DISK SET IN CONCRETE.
 AV0976'
 AV0976'REFERENCE MARK 2 IS A 3-INCH-DIAMETER GALVANIZED-IRON PIPE
 AV0976'TOWARD THE RIVER AND IS STATION 1226+0 OF THE U.S. ENGINEER
 AV0976'REFERENCE LINE.
 AV0976'
 AV0976'SHORELINE IS WASHING BACK.
 AV0976
 AV0976                          STATION RECOVERY (1947)
 AV0976
 AV0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0976'STATION AND REFERENCE MARK 1 RECOVERED AS DESCRIBED WITH
 AV0976'THE FOLLOWING EXCEPTIONS--
 AV0976'
 AV0976'THE STATION IS NOW 0.5 METER E OF A SMALL SLOUGH AND 3.0
 AV0976'METERS INSHORE (NE OF) FROM THE NE BANK OF THE NECHES RIVER.
 AV0976'
 AV0976'REFERENCE MARK 2 HAS BEEN WASHED AWAY.
 AV0976
 AV0976                          STATION RECOVERY (1984)
 AV0976
 AV0976'RECOVERY NOTE BY US POWER SQUADRON 1984 (PDM)
 AV0976'STATION NOT FOUND.
 AV0976'
 AV0976'AREA WAS SEARCHED THOROUGHLY.  AREA IS MARSHY TIDE LAND, VERY SILTED,
 AV0976'AND LITTERED WITH TIDAL DEBRIS.  SHORE LINE IS SOFT, SUBJECT TO
 AV0976'EROSION AS WELL AS SILTING.  IT IS PROBABLE THAT THE STATION IS
 AV0976'BURIED DEEPLY IN SILT.
 AV0976'
 AV0976'HERON RM 1 NOT FOUND.
 AV0976'
 AV0976'AREA WAS SEARCHED THOROUGHLY.  AREA IS MARSHY TIDELAND, LITTERED WITH
 AV0976'SILT AND TIDAL DEBRIS.  SHORELINE IS SOFT, SUBJECT TO EROSION.  THE
 AV0976'REFERENCE MARK IS EITHER BURIED IN SILT OR WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0808 ***********************************************************************
 CB0808  DESIGNATION -  HERRING ET
 CB0808  PID         -  CB0808
 CB0808  STATE/COUNTY-  TX/RUNNELS
 CB0808  USGS QUAD   -  HERRING RANCH (1987)
 CB0808
 CB0808                         *CURRENT SURVEY CONTROL
 CB0808  ___________________________________________________________________
 CB0808* NAD 83(1993)-  31 45 19.83078(N)    100 04 10.40728(W)     ADJUSTED  
 CB0808* NAVD 88     -       539.3    (meters)    1769.     (feet)  VERTCON   
 CB0808  ___________________________________________________________________
 CB0808  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CB0808  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 CB0808
 CB0808  HORZ ORDER  -  THIRD
 CB0808
 CB0808.The horizontal coordinates were established by classical geodetic methods
 CB0808.and adjusted by the National Geodetic Survey in February 1996..
 CB0808
 CB0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0808
 CB0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0808
 CB0808.The geoid height was determined by GEOID03.
 CB0808
 CB0808;                    North         East     Units Scale Factor Converg.
 CB0808;SPC TX C     - 3,231,596.481   724,990.094   MT  0.99996816   +0 08 09.1
 CB0808;SPC TX C     -10,602,329.45  2,378,571.67   sFT  0.99996816   +0 08 09.1
 CB0808;UTM  14      - 3,513,833.807   398,704.769   MT  0.99972655   -0 33 46.6
 CB0808
 CB0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0808!SPC TX C     -   0.99991926  x   0.99996816  =   0.99988742
 CB0808!UTM  14      -   0.99991926  x   0.99972655  =   0.99964583
 CB0808
 CB0808:                Primary Azimuth Mark                     Grid Az
 CB0808:SPC TX C     -  RENFRO ET                                281 34 20.3
 CB0808:UTM  14      -  RENFRO ET                                282 16 16.0
 CB0808
 CB0808|---------------------------------------------------------------------|
 CB0808| PID    Reference Object                     Distance      Geod. Az  |
 CB0808|                                                           dddmmss.s |
 CB0808| CB0809 RENFRO ET                           APPROX. 3.7 KM 2814229.4 |
 CB0808|---------------------------------------------------------------------|
 CB0808
 CB0808                          SUPERSEDED SURVEY CONTROL
 CB0808
 CB0808  NAD 83(1986)-  31 45 19.83694(N)    100 04 10.39299(W) AD(       ) 3
 CB0808  NAD 27      -  31 45 19.28375(N)    100 04 09.06876(W) AD(       ) 3
 CB0808  NGVD 29 (07/19/86)  539.2    (m)         1769.     (f) VERT ANG       
 CB0808
 CB0808.Superseded values are not recommended for survey control.
 CB0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0808.See file dsdata.txt to determine how the superseded data were derived.
 CB0808
 CB0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA9870513834(NAD 83)
 CB0808_MARKER: DD = SURVEY DISK
 CB0808_SETTING: 0 = UNSPECIFIED SETTING
 CB0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0808
 CB0808  HISTORY     - Date     Condition        Report By
 CB0808  HISTORY     - 1958     MONUMENTED       USGS
 CB0808
 CB0808                          STATION DESCRIPTION
 CB0808
 CB0808'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0808'STATION IS LOCATED ABOUT 6.5 MI. (AIRLINE) W. OF BALLINGER, RUNNELS
 CB0808'COUNTY, TEXAS.  ABOUT 1.1 MI. W. OF THE DAM ON LAKE BALLINGER ON THE
 CB0808'FIRST HIGH N-S. RIDGE LINE W. AND 0.2 MI. SE. OF SHEEP CORRALS.
 CB0808'
 CB0808'TO REACH THE STATION FROM THE JUNCTION OF U.S. 83 AND STATE HIGHWAY
 CB0808'158 IN W. BALLINGER, PROCEED W. 0.35 MI. TO COUNTRY CLUB RD. LEFT,
 CB0808'TURN LEFT FOR 0.5 MI. TO BEND, CONTINUE ON COUNTRY CLUB RD. PAST
 CB0808'THE GOLF COURSE 4.6 MI. TO BRIDGE, CONTINUE ON GRADED RD. 0.8 MI. TO
 CB0808'CATTLEGUARD AND RD. FORK, CONTINUE W. ON LEFT FORK 0.8 MI. TO TRACK
 CB0808'RD. RIGHT, TURN RIGHT FOR 1.05 MI. UP RIDGE TO STATION ON THE RIGHT
 CB0808'AND ABOUT 200 FT. RIGHT OF THE TRACK RD., 1010 FT. S. OF SHEEP
 CB0808'CORRALS.
 CB0808'
 CB0808'STATION MARK--STANDARD USGS TABLET SET IN TOP OF CONCRETE POST
 CB0808'PROJECTING 0.3 FT. ABOVE GROUND, STAMPED ---HERRING 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2630 ***********************************************************************
 AX2630  DESIGNATION -  HERSHEY
 AX2630  PID         -  AX2630
 AX2630  STATE/COUNTY-  TX/GONZALES
 AX2630  USGS QUAD   -  OTTINE (1981)
 AX2630
 AX2630                         *CURRENT SURVEY CONTROL
 AX2630  ___________________________________________________________________
 AX2630* NAD 83(1993)-  29 30 19.07611(N)    097 32 44.54059(W)     ADJUSTED  
 AX2630* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 AX2630  ___________________________________________________________________
 AX2630  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AX2630  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AX2630
 AX2630  HORZ ORDER  -  FIRST
 AX2630
 AX2630.The horizontal coordinates were established by classical geodetic methods
 AX2630.and adjusted by the National Geodetic Survey in February 1996..
 AX2630
 AX2630.The orthometric height was scaled from a topographic map.
 AX2630
 AX2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2630
 AX2630.The geoid height was determined by GEOID03.
 AX2630
 AX2630;                    North         East     Units Scale Factor Converg.
 AX2630;SPC TXSC     - 4,186,174.742   740,987.876   MT  0.99986765   +0 42 44.9
 AX2630;SPC TXSC     -13,734,141.63  2,431,057.72   sFT  0.99986765   +0 42 44.9
 AX2630;UTM  14      - 3,264,851.710   640,961.620   MT  0.99984518   +0 42 58.9
 AX2630
 AX2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2630!SPC TXSC     -   0.99998104  x   0.99986765  =   0.99984869
 AX2630!UTM  14      -   0.99998104  x   0.99984518  =   0.99982623
 AX2630
 AX2630:                Primary Azimuth Mark                     Grid Az
 AX2630:SPC TXSC     -  GONZALES MUNICIPAL TANK                  083 37 37.8
 AX2630:UTM  14      -  GONZALES MUNICIPAL TANK                  083 37 23.8
 AX2630
 AX2630|---------------------------------------------------------------------|
 AX2630| PID    Reference Object                     Distance      Geod. Az  |
 AX2630|                                                           dddmmss.s |
 AX2630| AX2592 GONZALES MUNICIPAL TANK             APPROX. 8.7 KM 0842022.7 |
 AX2630| AX2590 GONZALES COUNTY CTHSE SPIRE         APPROX. 9.1 KM 0925850.9 |
 AX2630| CV5161 HERSHEY RM 1                         16.499 METERS 15505     |
 AX2630| AX2616 MONTHALIA METH CH SPIRE             APPROX. 8.7 KM 2080316.3 |
 AX2630| CV5162 HERSHEY RM 2                         13.682 METERS 23226     |
 AX2630| CV5160 HERSHEY AZ MK                                      2392328.9 |
 AX2630|---------------------------------------------------------------------|
 AX2630
 AX2630                          SUPERSEDED SURVEY CONTROL
 AX2630
 AX2630  NAD 83(1986)-  29 30 19.08346(N)    097 32 44.52967(W) AD(       ) 1
 AX2630  NAD 27      -  29 30 18.23400(N)    097 32 43.54900(W) AD(       ) 1
 AX2630
 AX2630.Superseded values are not recommended for survey control.
 AX2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2630.See file dsdata.txt to determine how the superseded data were derived.
 AX2630
 AX2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT4096264852(NAD 83)
 AX2630_MARKER: DS = TRIANGULATION STATION DISK
 AX2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2630
 AX2630  HISTORY     - Date     Condition        Report By
 AX2630  HISTORY     - 1943     MONUMENTED       CGS
 AX2630  HISTORY     - 1959     GOOD             USGS
 AX2630
 AX2630                          STATION DESCRIPTION
 AX2630
 AX2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2630'STATION IS LOCATED ABOUT 5 MILES W OF GONZALES AND ABOUT 7
 AX2630'MILES E OF BELMONT ON THE W END OF A PROMINENT RIDGE.  MARK
 AX2630'IS SET 5 PACES WESTERLY OF A SMALL OAK TREE WITH A TRIANGULAR
 AX2630'BLAZE AND ON THE HIGHEST PART OF THE HILL.  MARK IS STAMPED
 AX2630'HERSHEY 1943 AND PROJECTS ABOUT 4 INCHES.
 AX2630'
 AX2630'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2630'DISKS SET IN CONCRETE.
 AX2630'
 AX2630'REFERENCE MARK NO. 1 IS 7 PACES E OF THE ABOVE-MENTIONED OAK
 AX2630'TREE.  MARK IS STAMPED HERSHEY NO. 1 1943 AND PROJECTS ABOUT 6
 AX2630'INCHES.
 AX2630'
 AX2630'REFERENCE MARK NO. 2 IS LOCATED IN THE NORTHWESTERLY PART OF
 AX2630'THE CLEARED PLOT OF GROUND.  MARK IS STAMPED HERSHEY NO. 2 1943
 AX2630'AND PROJECTS ABOUT 3 INCHES.
 AX2630'
 AX2630'AZIMUTH MARK IS 6 PACES WESTERLY FROM THE CENTER LINE OF THE
 AX2630'WOODS ROAD AND 7 PACES SOUTHERLY FROM A 14-INCH OAK TREE.  MARK
 AX2630'IS STAMPED HERSHEY 1943 AND PROJECTS ABOUT 8 INCHES.
 AX2630'
 AX2630'TO REACH THE STATION FROM THE POST OFFICE IN GONZALES GO N ON
 AX2630'TEXAS 3 FOR 0.9 MILE TO JUNCTION WITH U.S. 29, TURN LEFT ON
 AX2630'ROUTE 3 AND GO 5.45 MILES TO A SMALL UNPAINTED HOUSE ON THE
 AX2630'RIGHT WHICH IS ABOUT 300 YARDS E OF A SMALL YELLOW HOUSE, *TURN
 AX2630'RIGHT INTO THE YARD AND GO THROUGH A BOARD GATE AND FOLLOW
 AX2630'A WOODS ROAD FOR 0.45 MILE TO A REVERSE Y, BEAR RIGHT AND GO
 AX2630'0.05 MILE TO A DIM WOODS ROAD LEFT, TURN LEFT AND FOLLOW THIS
 AX2630'ROAD FOR 0.1 MILE TO THE STATION.
 AX2630'
 AX2630'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE STRAIGHT
 AX2630'AHEAD ON ROUTE 3 FOR 0.2 MILE TO A BOARD GATE ON THE RIGHT AT A
 AX2630'CULVERT, TURN RIGHT THROUGH THE GATE AND FOLLOW A WOODS ROAD
 AX2630'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 AX2630'
 AX2630'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AX2630
 AX2630                          STATION RECOVERY (1959)
 AX2630
 AX2630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 AX2630'TO REACH THE STATION FROM THE POST OFFICE IN GONZALES GO NORTH
 AX2630'ON U.S. 90-A AND U.S. 183 FOR 0.9 MILE TO JUNCTION, TURN LEFT
 AX2630'ON U.S. HIGHWAY 90-A AND GO 5.45 MILES TO A GREEN HOUSE ON THE
 AX2630'RIGHT IS ABOUT 500 YARDS EAST OF A WHITE HOUSE, TURN RIGHT INTO
 AX2630'THE YARD AND GO THROUGH A BOARD GATE AND FOLLOW WOODS ROAD FOR
 AX2630'0.6 MILE, THEN GO RIGHT, CROSS COUNTRY, 0.1 MILE TO HIGHEST
 AX2630'POINT OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2642 ***********************************************************************
 BY2642  DESIGNATION -  HERTY SOUTHLAND MILL TANK
 BY2642  PID         -  BY2642
 BY2642  STATE/COUNTY-  TX/ANGELINA
 BY2642  USGS QUAD   -  LUFKIN (1980)
 BY2642
 BY2642                         *CURRENT SURVEY CONTROL
 BY2642  ___________________________________________________________________
 BY2642* NAD 83(1993)-  31 21 24.18228(N)    094 40 47.27346(W)     ADJUSTED  
 BY2642* NAVD 88     -                                                        
 BY2642  ___________________________________________________________________
 BY2642  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BY2642  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY2642
 BY2642  HORZ ORDER  -  THIRD
 BY2642
 BY2642.The horizontal coordinates were established by classical geodetic methods
 BY2642.and adjusted by the National Geodetic Survey in February 1996..
 BY2642
 BY2642
 BY2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2642
 BY2642.The geoid height was determined by GEOID03.
 BY2642
 BY2642;                    North         East     Units Scale Factor Converg.
 BY2642;SPC TX C     - 3,201,017.099 1,237,631.537   MT  0.99990090   +2 54 42.9
 BY2642;SPC TX C     -10,502,003.60  4,060,462.80   sFT  0.99990090   +2 54 42.9
 BY2642;UTM  15      - 3,470,355.245   340,225.764   MT  0.99991487   -0 52 27.5
 BY2642
 BY2642                          SUPERSEDED SURVEY CONTROL
 BY2642
 BY2642  NAD 83(1986)-  31 21 24.19276(N)    094 40 47.26100(W) AD(       ) 4
 BY2642  NAD 27      -  31 21 23.52700(N)    094 40 46.51200(W) AD(       ) 3
 BY2642
 BY2642.Superseded values are not recommended for survey control.
 BY2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2642.See file dsdata.txt to determine how the superseded data were derived.
 BY2642
 BY2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4022670355(NAD 83)
 BY2642_MARKER: 53 = ELEVATED TANK
 BY2642
 BY2642  HISTORY     - Date     Condition        Report By
 BY2642  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2642  HISTORY     - 19980919 GOOD             USPSQD
 BY2642
 BY2642                          STATION DESCRIPTION
 BY2642
 BY2642'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2642'THE STATION IS THE WATER TANK OF THE SOUTHLAND PAPER MILL.
 BY2642'LOCATED IN THE EAST EDGE OF THE VILLAGE OF HERTY ON THE NORTH
 BY2642'SIDE OF STATE ROUTE 103 AND JUST WEST OF THE POWER PLANT.  IT
 BY2642'IS A 4 LEGGED STEEL STRUCTURE ABOUT 150 FEET HIGH WITH LETTERING
 BY2642'SOUTHLAND MILLS ON THE SOUTH SIDE.  POINT OBSERVED UPON,
 BY2642'FINIAL ON THE APEX OF THE ROOF.
 BY2642
 BY2642                          STATION RECOVERY (1998)
 BY2642
 BY2642'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2645 ***********************************************************************
 BY2645  DESIGNATION -  HERTY SOUTHLAND MILL POWER STK
 BY2645  PID         -  BY2645
 BY2645  STATE/COUNTY-  TX/ANGELINA
 BY2645  USGS QUAD   -  LUFKIN (1980)
 BY2645
 BY2645                         *CURRENT SURVEY CONTROL
 BY2645  ___________________________________________________________________
 BY2645* NAD 83(1993)-  31 21 22.13307(N)    094 40 42.77408(W)     ADJUSTED  
 BY2645* NAVD 88     -                                                        
 BY2645  ___________________________________________________________________
 BY2645  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BY2645  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY2645
 BY2645  HORZ ORDER  -  THIRD
 BY2645
 BY2645.The horizontal coordinates were established by classical geodetic methods
 BY2645.and adjusted by the National Geodetic Survey in February 1996..
 BY2645
 BY2645
 BY2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2645
 BY2645.The geoid height was determined by GEOID03.
 BY2645
 BY2645;                    North         East     Units Scale Factor Converg.
 BY2645;SPC TX C     - 3,200,960.115 1,237,753.495   MT  0.99990084   +2 54 45.2
 BY2645;SPC TX C     -10,501,816.64  4,060,862.92   sFT  0.99990084   +2 54 45.2
 BY2645;UTM  15      - 3,470,290.331   340,343.695   MT  0.99991441   -0 52 25.1
 BY2645
 BY2645                          SUPERSEDED SURVEY CONTROL
 BY2645
 BY2645  NAD 83(1986)-  31 21 22.14353(N)    094 40 42.76166(W) AD(       ) 4
 BY2645  NAD 27      -  31 21 21.47800(N)    094 40 42.01300(W) AD(       ) 3
 BY2645
 BY2645.Superseded values are not recommended for survey control.
 BY2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2645.See file dsdata.txt to determine how the superseded data were derived.
 BY2645
 BY2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4034470290(NAD 83)
 BY2645_MARKER: 63 = STACK
 BY2645
 BY2645  HISTORY     - Date     Condition        Report By
 BY2645  HISTORY     - 1948     FIRST OBSERVED   CGS
 BY2645  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2645
 BY2645                          STATION DESCRIPTION
 BY2645
 BY2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 BY2645'THE STATION IS THE STACK OF THE SOUTHLAND PAPER MILL.  LOCATED
 BY2645'IN THE EAST EDGE OF THE VILLAGE OF HERTY ON THE NORTH SIDE OF
 BY2645'STATE ROUTE 103.  IT IS A LARGE BROWN BRICK STRUCTURE ABOUT
 BY2645'260 FEET HIGH.  POINT OBSERVED UPON, CENTER OF THE TOP OF THE
 BY2645'STACK.
 BY2645
 BY2645                          STATION RECOVERY (1998)
 BY2645
 BY2645'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1960 ***********************************************************************
 FL1960  DESIGNATION -  HESS
 FL1960  PID         -  FL1960
 FL1960  STATE/COUNTY-  TX/COLLINGSWORTH
 FL1960  USGS QUAD   -  ABRA (1964)
 FL1960
 FL1960                         *CURRENT SURVEY CONTROL
 FL1960  ___________________________________________________________________
 FL1960* NAD 83(1993)-  35 05 08.79974(N)    100 29 50.57955(W)     ADJUSTED  
 FL1960* NAVD 88     -       795.99   (+/-2cm)    2611.5    (feet)  VERTCON   
 FL1960  ___________________________________________________________________
 FL1960  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 FL1960  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL1960
 FL1960  HORZ ORDER  -  SECOND
 FL1960  VERT ORDER  -  THIRD ? (See Below)
 FL1960
 FL1960.The horizontal coordinates were established by classical geodetic methods
 FL1960.and adjusted by the National Geodetic Survey in February 1996..
 FL1960
 FL1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1960.The vertical order pertains to the NGVD 29 superseded value.
 FL1960
 FL1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1960
 FL1960.The geoid height was determined by GEOID03.
 FL1960
 FL1960;                    North         East     Units Scale Factor Converg.
 FL1960;SPC TX N     - 1,120,916.306   291,423.246   MT  0.99992758   +0 34 51.8
 FL1960;SPC TX N     - 3,677,539.58    956,111.10   sFT  0.99992758   +0 34 51.8
 FL1960;UTM  14      - 3,883,580.954   363,498.733   MT  0.99982964   -0 51 39.0
 FL1960
 FL1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1960!SPC TX N     -   0.99987923  x   0.99992758  =   0.99980682
 FL1960!UTM  14      -   0.99987923  x   0.99982964  =   0.99970889
 FL1960
 FL1960|---------------------------------------------------------------------|
 FL1960| PID    Reference Object                     Distance      Geod. Az  |
 FL1960|                                                           dddmmss.s |
 FL1960| CK9859 HESS RM 1                             7.244 METERS 04318     |
 FL1960| CK9858 HESS AZ MK                                         1132201.4 |
 FL1960| CK9860 HESS RM 2                             8.525 METERS 17011     |
 FL1960|---------------------------------------------------------------------|
 FL1960
 FL1960                          SUPERSEDED SURVEY CONTROL
 FL1960
 FL1960  NAD 83(1993)-  35 05 08.80105(N)    100 29 50.57902(W) AD(       ) 2
 FL1960  NAD 83(1986)-  35 05 08.80309(N)    100 29 50.57084(W) AD(       ) 2
 FL1960  NAD 27      -  35 05 08.62200(N)    100 29 49.10900(W) AD(       ) 2
 FL1960  NGVD 29 (01/19/93)  795.68   (m)         2610.5    (f) LEVELING    3  
 FL1960
 FL1960.Superseded values are not recommended for survey control.
 FL1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1960.See file dsdata.txt to determine how the superseded data were derived.
 FL1960
 FL1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6349983581(NAD 83)
 FL1960_MARKER: DS = TRIANGULATION STATION DISK
 FL1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1960_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1960+STABILITY: SURFACE MOTION
 FL1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL1960+SATELLITE: SATELLITE OBSERVATIONS - 1986
 FL1960
 FL1960  HISTORY     - Date     Condition        Report By
 FL1960  HISTORY     - 1951     MONUMENTED       CGS
 FL1960  HISTORY     - 1958     GOOD             USGS
 FL1960  HISTORY     - 1978     GOOD             NGS
 FL1960  HISTORY     - 1986     GOOD
 FL1960
 FL1960                          STATION DESCRIPTION
 FL1960
 FL1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1960'THE STATION IS LOCATED ABOUT 17 MILES AIR LINE SOUTHWEST OF
 FL1960'SHAMROCK, 11.5 MILES SOUTH-SOUTHEAST OF MC LEAN.  9 MILES WEST
 FL1960'OF DOZIER.  30 PACES SOUTH OF A CURVE IN A DIRT ROAD AND 6-1/2
 FL1960'FEET SOUTH OF A WHITE WITNESS POST.  IT IS ON THE FLAT SUMMIT
 FL1960'OF AN EAST-WEST RIDGE AND THERE ARE SEVERAL POINTS IN THE
 FL1960'VICINITY ABOUT THE SAME ELEVATION AS THE STATION.  THE STATION
 FL1960'MARK, STAMPED HESS 1951, IS A BRONZE DISK SET IN A SQUARE
 FL1960'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 FL1960'
 FL1960'REFERENCE MARK NO. 1, STAMPED HESS NO 1 1951, IS A BRONZE
 FL1960'DISK SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 FL1960'GROUND AND IT IS AT THE SAME ELEVATION AS THE STATION.
 FL1960'
 FL1960'REFERENCE MARK NO. 2, STAMPED HESS NO 2 1951, IS A BRONZE
 FL1960'DISK SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 FL1960'GROUND.
 FL1960'
 FL1960'THE AZIMUTH MARK, STAMPED HESS 1951, IS A BRONZE DISK SET IN A
 FL1960'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 26
 FL1960'FEET WEST OF A FENCE LINE.  15 FEET WEST OF THE CENTER OF
 FL1960'A DIRT ROAD.  8 FEET EAST OF THE EASTERN EDGE OF AN ARROYO.
 FL1960'8 FEET NORTHEAST OF A BUSH AND 3 FEET SOUTHWEST OF A WHITE
 FL1960'WITNESS POST.
 FL1960'
 FL1960'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE CENTER OF
 FL1960'MC LEAN GO EAST ON U.S. HIGHWAY 66 FOR 3.7 MILES TOTHE WHEELER-GRAY
 FL1960'COUNTY LINE AND CROSSROADS.  TURN RIGHT AND GO SOUTH FOR 3.0
 FL1960'MILES TO A T-ROAD.  TURN LEFT, EAST, AND GO 1.0 MILE TO A T-ROAD.
 FL1960'TURN RIGHT, SOUTH AND GO 4.1 MILES TO A FENCE LINE AND A CATTLE
 FL1960'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE SOUTH 1.2 MILES
 FL1960'TO A SECOND CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE
 FL1960'SOUTH ON THE MAIN TRAVELED ROAD FOR 1.7 MILES TO A THIRD
 FL1960'CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE SOUTHERLY FOR
 FL1960'0.7 MILE TO THE TOP OF THE RIDGE AND THE STATION ON THE
 FL1960'RIGHT.  TO REACH THE AZIMUTH MARK CONTINUE EAST AND
 FL1960'SOUTH ON THE BLADED ROAD FOR 0.5 MILE TO THE MARK ON THE
 FL1960'RIGHT, ABOUT 30 YARDS SOUTH OF A SMALL KNOB ABOUT 20 FEET HIGH.
 FL1960
 FL1960                          STATION RECOVERY (1958)
 FL1960
 FL1960'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FL1960'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35100-2, STATION 1013.
 FL1960'
 FL1960'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1960'
 FL1960'STATION MARK--A STANDARD USC AND GS BRONZE DISK STAMPED---HESS
 FL1960'1951---, AND IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE.
 FL1960
 FL1960                          STATION RECOVERY (1978)
 FL1960
 FL1960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (ODG)
 FL1960'HESS 1951 RECOVERED IN GOOD CONDITION.
 FL1960'
 FL1960'HESS NO. 1 AND NO. 2 WERE BOTH RECOVERED IN GOOD CONDITION.
 FL1960'
 FL1960'DUE TO NEW ROADS, NEW TO REACH FOLLOWS--FROM INTERSECTION
 FL1960'OF EASTBOUND LANE OF U. S. HWY 66 AND FARM ROAD 3143, MCLEAN, GO
 FL1960'SOUTH AND EAST ON 3143 13.6 MILES TO WIRE GATE ON LEFT.  PASS THRU
 FL1960'GATE AND GO SOUTHEASTERLY ON DIRT ROAD 0.7 MI. TO Y.  TAKE LEFT FORK
 FL1960'UP HILL 0.1 MILE TO STATION ON RIGHT AS DESCRIBED.  AZIMUTH MARK
 FL1960'NOT SEARCHED FOR.
 FL1960'
 FL1960'DISTANCE AND DIRECTION FROM NEAREST TOWN--MCLEAN, ABOUT 12 MILES
 FL1960'SOUTHEAST OF.
 FL1960
 FL1960                          STATION RECOVERY (1986)
 FL1960
 FL1960'RECOVERED 1986
 FL1960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0966 ***********************************************************************
 EN0966  DESIGNATION -  HESS
 EN0966  PID         -  EN0966
 EN0966  STATE/COUNTY-  TX/ARMSTRONG
 EN0966  USGS QUAD   -  LUTTRELL SPRINGS NE (1963)
 EN0966
 EN0966                         *CURRENT SURVEY CONTROL
 EN0966  ___________________________________________________________________
 EN0966* NAD 83(1993)-  34 55 19.15294(N)    101 19 48.25747(W)     ADJUSTED  
 EN0966* NAVD 88     -      1030.2    (meters)    3380.     (feet)  VERTCON   
 EN0966  ___________________________________________________________________
 EN0966  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 EN0966  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EN0966
 EN0966  HORZ ORDER  -  THIRD
 EN0966
 EN0966.The horizontal coordinates were established by classical geodetic methods
 EN0966.and adjusted by the National Geodetic Survey in February 1996..
 EN0966
 EN0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0966
 EN0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0966
 EN0966.The geoid height was determined by GEOID03.
 EN0966
 EN0966;                    North         East     Units Scale Factor Converg.
 EN0966;SPC TX N     - 1,102,296.158   215,526.355   MT  0.99994809   +0 05 54.5
 EN0966;SPC TX N     - 3,616,449.98    707,106.05   sFT  0.99994809   +0 05 54.5
 EN0966;UTM  14      - 3,866,870.142   287,155.131   MT  1.00015838   -1 20 03.8
 EN0966
 EN0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0966!SPC TX N     -   0.99984252  x   0.99994809  =   0.99979061
 EN0966!UTM  14      -   0.99984252  x   1.00015838  =   1.00000087
 EN0966
 EN0966                          SUPERSEDED SURVEY CONTROL
 EN0966
 EN0966  NAD 83(1993)-  34 55 19.15758(N)    101 19 48.25378(W) AD(       ) 3
 EN0966  NAD 83(1986)-  34 55 19.15910(N)    101 19 48.24927(W) AD(       ) 3
 EN0966  NGVD 29 (01/19/93) 1029.7    (m)         3378.     (f) VERT ANG       
 EN0966
 EN0966.Superseded values are not recommended for survey control.
 EN0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0966.See file dsdata.txt to determine how the superseded data were derived.
 EN0966
 EN0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8715566870(NAD 83)
 EN0966_MARKER: DD = SURVEY DISK
 EN0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0966+STABILITY: SURFACE MOTION
 EN0966
 EN0966  HISTORY     - Date     Condition        Report By
 EN0966  HISTORY     - 1953     MONUMENTED       USGS
 EN0966  HISTORY     - 1962     GOOD             USGS
 EN0966
 EN0966                          STATION DESCRIPTION
 EN0966
 EN0966'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 EN0966'STATION LOCATED ABOUT 13.0 MI. AIRLINE SSE. OF CLAUDE, TEXAS, 15.0
 EN0966'MI. AIRLINE NE. OF WAYSIDE, TEXAS, 1.6 MI. E. OF FARM ROAD 284 ABOUT
 EN0966'300 FT. SW. OF A FARM HOUSE AND 40 FT. NW. OF A WIRE GATE IN A E-W.
 EN0966'FENCE LINE.
 EN0966'
 EN0966'TO REACH FROM THE W. SIDE OF THE COURTHOUSE SQUARE IN CLAUDE, GO S.
 EN0966'ON FARM ROAD 284 10.9 MI. TO GRADED DIRT RD.  E., TURN LEFT (E.) AND
 EN0966'FOLLOW RD. 2.0 MI. TO TRACK RD. S., TURN RIGHT (S.) AND FOLLOW TRACK
 EN0966'RD. (PASSING ON E. SIDE OF HOUSE AND GO THROUGH GATE IN E-W. FENCE)
 EN0966'1.6 MI. TO GRAY FARM HOUSE.  STATION IS 300 FT. SW. OF HOUSE.
 EN0966'
 EN0966'RECOVERED BY USGS IN 1962.
 EN0966'
 EN0966'STATION MARK--STANDARD TABLET STAMPED---HESS 1953---, CEMENTED IN
 EN0966'TOP OF CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0727 ***********************************************************************
 CT0727  DESIGNATION -  HEST
 CT0727  PID         -  CT0727
 CT0727  STATE/COUNTY-  TX/JONES
 CT0727  USGS QUAD   -  TRUBY (1984)
 CT0727
 CT0727                         *CURRENT SURVEY CONTROL
 CT0727  ___________________________________________________________________
 CT0727* NAD 83(1993)-  32 42 54.44264(N)    099 55 15.80297(W)     ADJUSTED  
 CT0727* NAVD 88     -       546.083  (meters)    1791.61   (feet)  ADJUSTED  
 CT0727  ___________________________________________________________________
 CT0727  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 CT0727  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CT0727  DYNAMIC HT  -         545.376 (meters)    1789.29  (feet)  COMP
 CT0727  MODELED GRAV-     979,326.8   (mgal)                       NAVD 88
 CT0727
 CT0727  HORZ ORDER  -  FIRST
 CT0727  VERT ORDER  -  SECOND    CLASS 0
 CT0727
 CT0727.The horizontal coordinates were established by classical geodetic methods
 CT0727.and adjusted by the National Geodetic Survey in February 1996..
 CT0727
 CT0727.The orthometric height was determined by differential leveling
 CT0727.and adjusted by the National Geodetic Survey in June 1991..
 CT0727
 CT0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0727
 CT0727.The geoid height was determined by GEOID03.
 CT0727
 CT0727.The dynamic height is computed by dividing the NAVD 88
 CT0727.geopotential number by the normal gravity value computed on the
 CT0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0727.degrees latitude (g = 980.6199 gals.).
 CT0727
 CT0727.The modeled gravity was interpolated from observed gravity values.
 CT0727
 CT0727;                    North         East     Units Scale Factor Converg.
 CT0727;SPC TXNC     - 2,117,164.265   466,791.327   MT  0.99988976   -0 46 30.1
 CT0727;SPC TXNC     - 6,946,063.09  1,531,464.55   sFT  0.99988976   -0 46 30.1
 CT0727;UTM  14      - 3,620,081.162   413,681.752   MT  0.99969187   -0 29 52.2
 CT0727
 CT0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0727!SPC TXNC     -   0.99991876  x   0.99988976  =   0.99980853
 CT0727!UTM  14      -   0.99991876  x   0.99969187  =   0.99961065
 CT0727
 CT0727:                Primary Azimuth Mark                     Grid Az
 CT0727:SPC TXNC     -  ANSON FAA MICROWAVE                      042 25 48.5
 CT0727:UTM  14      -  ANSON FAA MICROWAVE                      042 09 10.6
 CT0727
 CT0727|---------------------------------------------------------------------|
 CT0727| PID    Reference Object                     Distance      Geod. Az  |
 CT0727|                                                           dddmmss.s |
 CT0727| CT1169 ANSON FAA MICROWAVE                 APPROX. 1.1 KM 0413918.4 |
 CT0727| CT0726 HEST RM 1                            18.188 METERS 17653     |
 CT0727| CT0729 HEST AZ MK                                         1803209.7 |
 CT0727| CT0728 HEST RM 2                            18.416 METERS 27300     |
 CT0727|---------------------------------------------------------------------|
 CT0727
 CT0727                          SUPERSEDED SURVEY CONTROL
 CT0727
 CT0727  NAD 83(1986)-  32 42 54.44861(N)    099 55 15.79242(W) AD(       ) 1
 CT0727  NAD 27      -  32 42 54.02950(N)    099 55 14.44690(W) AD(       ) 1
 CT0727  NGVD 29 (??/??/92)  545.890  (m)         1790.97   (f) ADJ UNCH    2 0
 CT0727
 CT0727.Superseded values are not recommended for survey control.
 CT0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0727.See file dsdata.txt to determine how the superseded data were derived.
 CT0727
 CT0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1368220081(NAD 83)
 CT0727_MARKER: DS = TRIANGULATION STATION DISK
 CT0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0727_STAMPING: HEST 1961
 CT0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0727+STABILITY: SURFACE MOTION
 CT0727
 CT0727  HISTORY     - Date     Condition        Report By
 CT0727  HISTORY     - 1961     MONUMENTED       CGS
 CT0727  HISTORY     - 1961     GOOD             CGS
 CT0727  HISTORY     - 1974     GOOD             NGS
 CT0727  HISTORY     - 1974     GOOD             NGS
 CT0727  HISTORY     - 1979     GOOD             NGS
 CT0727
 CT0727                          STATION DESCRIPTION
 CT0727
 CT0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT0727'THE STATION IS LOCATED ABOUT 20 MILES NORTHWEST OF ABILENE
 CT0727'AND 3 MILES SOUTH SOUTHWEST OF ANSON.
 CT0727'
 CT0727'TO REACH THE STATION FROM THE COURTHOUSE IN ANSON, GO SOUTH
 CT0727'ON U.S. HIGHWAY 277 AND 83 FOR 1.3 MILES TO CROSSROADS AND
 CT0727'JUNCTION OF FARM ROAD 707.  TURN RIGHT AND GO WEST AND THEN
 CT0727'SOUTH ON FARM ROAD 707 FOR 2.5 MILES TO A SIDE ROAD RIGHT.
 CT0727'TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 0.2 MILE TO A LOCKED
 CT0727'GATE ON THE RIGHT.
 CT0727'
 CT0727'TURN RIGHT AND PASS THROUGH GATE AND GO NORTH ON TRACK ROAD
 CT0727'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 CT0727'AHEAD FOR 0.35 MILE TO THE STATION AT FENCE CORNER.
 CT0727'
 CT0727'THE STATION IS A STANDARD DISK STAMPED HEST 1961, SET IN THE
 CT0727'TOP OF A 12X12-INCH CONCRETE MONUMENT WHICH PROJECTS 1
 CT0727'INCH.  IT IS 5.5 FEET SOUTHWEST OF A FENCE CORNER, 4.5 FEET
 CT0727'SOUTH OF AN EAST-WEST FENCE LINE, 4.5 FEET WEST OF A NORTH-SOUTH
 CT0727'FENCE LINE AND 3.5 FEET WEST OF A METAL WITNESS POST.
 CT0727'
 CT0727'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED HEST NO 1 1961.
 CT0727'SET IN THE TOP OF A 12X12-INCH CONCRETE MONUMENT WHICH PROJECTS
 CT0727'4 INCHES.  IT IS 8.5 FEET EAST OF A TRACK ROAD, 57 FEET SOUTH
 CT0727'OF A METAL WITNESS POST AND 1.2 FEET WEST OF A NORTH-SOUTH
 CT0727'FENCE LINE.
 CT0727'
 CT0727'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED HEST NO 2 1961,
 CT0727'SET IN THE TOP OF A 12X12-INCH CONCRETE MONUMENT WHICH PROJECTS
 CT0727'2 INCHES.  IT IS 65 FEET WEST OF A METAL WITNESS POST, 5.5
 CT0727'FEET NORTH OF A TRACK ROAD AND 2 FEET SOUTH OF AN EAST-WEST
 CT0727'FENCE LINE.
 CT0727'
 CT0727'AZIMUTH MARK IS A STANDARD DISK STAMPED HEST 1961, SET IN THE
 CT0727'TOP OF A 12X12-INCH CONCRETE MONUMENT WHICH IS FLUSH WITH
 CT0727'THE GROUND.  IT IS 23 FEET WEST OF THE CENTER LINE OF A TRACK
 CT0727'ROAD, 5.5 FEET EAST OF A METAL WITNESS POST, AND 1.5 FEET
 CT0727'SOUTH OF AN EAST-WEST FENCE LINE.
 CT0727
 CT0727                          STATION RECOVERY (1961)
 CT0727
 CT0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CT0727'3.9 MI SW FROM ANSON.
 CT0727'1.3 MILES SOUTH ALONG U.S. HIGHWAYS 83 AND 277 FROM THE COURTHOUSE AT
 CT0727'ANSON, THENCE 2.0 MILES SOUTHWEST ALONG FARM ROAD 707, THENCE 0.6
 CT0727'MILES WEST ALONG A TRACK ROAD AT THE SOUTH END OF A FIELD, 60 FEET
 CT0727'EAST OF RM NO. 2, 61 FEET NORTH OF RM NO. 1, 6 FEET SOUTHWEST OF A
 CT0727'FENCE CORNER, 4 FEET WEST OF A METAL WITNESS POST WITH SIGN, SET IN
 CT0727'TOP OF A 12 INCH SQUARE POST 4 FEET IN THE GROUND AND FLUSH WITH THE
 CT0727'GROUND.
 CT0727
 CT0727                          STATION RECOVERY (1974)
 CT0727
 CT0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 CT0727'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 CT0727'WERE RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED, WITH
 CT0727'THE FOLLOWING EXCEPTIONS.  THE DIRECTION TO THE AZIMUTH MARK
 CT0727'WAS FOUND IN ERROR BY -6.5 SECONDS.  THERE WAS NO EVIDENCE OF
 CT0727'MOVEMENT OF THE MARK, THEREFORE MARK WAS LEFT AS IS.  THE
 CT0727'LOCATION AND ROUTE TO THE STATION ARE ADEQUATE.
 CT0727'
 CT0727'HEIGHT OF LIGHT ABOVE STATION MARK 5.2 FEET.
 CT0727'
 CT0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 CT0727'SOUTH-SOUTHWEST OF ANSON
 CT0727
 CT0727                          STATION RECOVERY (1974)
 CT0727
 CT0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CT0727'RECOVERED IN GOOD CONDITION.
 CT0727
 CT0727                          STATION RECOVERY (1979)
 CT0727
 CT0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 CT0727'THE STATION, RM 1, RM 2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 CT0727'CONDITION AS DESCRIBED.
 CT0727'
 CT0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 CT0727'SOUTH-SOUTHWEST OF ANSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0729 ***********************************************************************
 CT0729  DESIGNATION -  HEST AZ MK
 CT0729  PID         -  CT0729
 CT0729  STATE/COUNTY-  TX/JONES
 CT0729  USGS QUAD   -  TRUBY (1984)
 CT0729
 CT0729                         *CURRENT SURVEY CONTROL
 CT0729  ___________________________________________________________________
 CT0729* NAD 83(1986)-  32 42 30.     (N)    099 55 17.     (W)     SCALED    
 CT0729* NAVD 88     -       538.714  (meters)    1767.43   (feet)  ADJUSTED  
 CT0729  ___________________________________________________________________
 CT0729  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CT0729  DYNAMIC HT  -         538.017 (meters)    1765.14  (feet)  COMP
 CT0729  MODELED GRAV-     979,327.0   (mgal)                       NAVD 88
 CT0729
 CT0729  VERT ORDER  -  SECOND    CLASS 0
 CT0729
 CT0729.The horizontal coordinates were scaled from a topographic map and have
 CT0729.an estimated accuracy of +/- 6 seconds.
 CT0729
 CT0729.The orthometric height was determined by differential leveling
 CT0729.and adjusted by the National Geodetic Survey in June 1991..
 CT0729
 CT0729.The geoid height was determined by GEOID03.
 CT0729
 CT0729.The dynamic height is computed by dividing the NAVD 88
 CT0729.geopotential number by the normal gravity value computed on the
 CT0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0729.degrees latitude (g = 980.6199 gals.).
 CT0729
 CT0729.The modeled gravity was interpolated from observed gravity values.
 CT0729
 CT0729;                    North         East    Units  Estimated Accuracy
 CT0729;SPC TXNC     - 2,116,410.      466,750.      MT  (+/- 180 meters Scaled)
 CT0729
 CT0729                          SUPERSEDED SURVEY CONTROL
 CT0729
 CT0729  NGVD 29 (??/??/92)  538.522  (m)         1766.80   (f) ADJ UNCH    2 0
 CT0729
 CT0729.Superseded values are not recommended for survey control.
 CT0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0729.See file dsdata.txt to determine how the superseded data were derived.
 CT0729
 CT0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB136193(NAD 83)
 CT0729_MARKER: DZ = AZIMUTH MARK DISK
 CT0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0729_STAMPING: HEST 1961
 CT0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0729+STABILITY: SURFACE MOTION
 CT0729
 CT0729  HISTORY     - Date     Condition        Report By
 CT0729  HISTORY     - 1961     MONUMENTED       CGS
 CT0729  HISTORY     - 1974     GOOD             NGS
 CT0729  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0729
 CT0729                          STATION DESCRIPTION
 CT0729
 CT0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0729'4.2 MI SW FROM ANSON.
 CT0729'1.3 MILES SOUTH ALONG U.S. HIGHWAYS 83 AND 277 FROM THE COURTHOUSE AT
 CT0729'ANSON, THENCE 2.0 MILES SOUTHWEST ALONG FARM ROAD 707, THENCE 0.6
 CT0729'MILES WEST ALONG A TRACK ROAD TO THE SOUTH END OF A FIELD, THENCE 0.3
 CT0729'MILES WEST ALONG A TRACK ROAD TO A GATE AT THE SOUTHWEST END OF FIELD,
 CT0729'40 FEET NORTH OF THE CENTER LINE OF TRACK ROAD, 2 FEET WEST OF
 CT0729'NORTH-SOUTH FENCE, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST
 CT0729'PROJECTING 3 INCHES ABOVE THE GROUND.
 CT0729
 CT0729                          STATION RECOVERY (1974)
 CT0729
 CT0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CT0729'RECOVERED IN GOOD CONDITION.
 CT0729
 CT0729                          STATION RECOVERY (2002)
 CT0729
 CT0729'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0726 ***********************************************************************
 CT0726  DESIGNATION -  HEST RM 1
 CT0726  PID         -  CT0726
 CT0726  STATE/COUNTY-  TX/JONES
 CT0726  USGS QUAD   -  TRUBY (1984)
 CT0726
 CT0726                         *CURRENT SURVEY CONTROL
 CT0726  ___________________________________________________________________
 CT0726* NAD 83(1986)-  32 42 54.     (N)    099 55 15.     (W)     SCALED    
 CT0726* NAVD 88     -       546.065  (meters)    1791.55   (feet)  ADJUSTED  
 CT0726  ___________________________________________________________________
 CT0726  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CT0726  DYNAMIC HT  -         545.358 (meters)    1789.23  (feet)  COMP
 CT0726  MODELED GRAV-     979,326.8   (mgal)                       NAVD 88
 CT0726
 CT0726  VERT ORDER  -  SECOND    CLASS 0
 CT0726
 CT0726.The horizontal coordinates were scaled from a topographic map and have
 CT0726.an estimated accuracy of +/- 6 seconds.
 CT0726
 CT0726.The orthometric height was determined by differential leveling
 CT0726.and adjusted by the National Geodetic Survey in June 1991..
 CT0726
 CT0726.The geoid height was determined by GEOID03.
 CT0726
 CT0726.The dynamic height is computed by dividing the NAVD 88
 CT0726.geopotential number by the normal gravity value computed on the
 CT0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0726.degrees latitude (g = 980.6199 gals.).
 CT0726
 CT0726.The modeled gravity was interpolated from observed gravity values.
 CT0726
 CT0726;                    North         East    Units  Estimated Accuracy
 CT0726;SPC TXNC     - 2,117,150.      466,810.      MT  (+/- 180 meters Scaled)
 CT0726
 CT0726                          SUPERSEDED SURVEY CONTROL
 CT0726
 CT0726  NGVD 29 (??/??/92)  545.873  (m)         1790.92   (f) ADJ UNCH    2 0
 CT0726
 CT0726.Superseded values are not recommended for survey control.
 CT0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0726.See file dsdata.txt to determine how the superseded data were derived.
 CT0726
 CT0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB137200(NAD 83)
 CT0726_MARKER: DR = REFERENCE MARK DISK
 CT0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0726_STAMPING: HEST NO 1 1961
 CT0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0726+STABILITY: SURFACE MOTION
 CT0726
 CT0726  HISTORY     - Date     Condition        Report By
 CT0726  HISTORY     - 1961     MONUMENTED       CGS
 CT0726  HISTORY     - 1974     GOOD             NGS
 CT0726
 CT0726                          STATION DESCRIPTION
 CT0726
 CT0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0726'3.9 MI SW FROM ANSON.
 CT0726'1.3 MILES SOUTH ALONG U.S. HIGHWAYS 83 AND 277 FROM THE COURTHOUSE AT
 CT0726'ANSON, THENCE 2.0 MILES SOUTHWEST ALONG FARM ROAD 707, THENCE 0.6
 CT0726'MILES WEST ALONG A TRACK ROAD AT THE SOUTH END OF A FIELD, 61 FEET
 CT0726'SOUTH OF THE STATION, 8 INCHES WEST OF A FENCE, SET IN TOP OF A 12
 CT0726'INCH SQUARE CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH THE
 CT0726'GROUND.
 CT0726
 CT0726                          STATION RECOVERY (1974)
 CT0726
 CT0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CT0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0728 ***********************************************************************
 CT0728  DESIGNATION -  HEST RM 2
 CT0728  PID         -  CT0728
 CT0728  STATE/COUNTY-  TX/JONES
 CT0728  USGS QUAD   -  TRUBY (1984)
 CT0728
 CT0728                         *CURRENT SURVEY CONTROL
 CT0728  ___________________________________________________________________
 CT0728* NAD 83(1986)-  32 42 54.     (N)    099 55 15.     (W)     SCALED    
 CT0728* NAVD 88     -       545.880  (meters)    1790.94   (feet)  ADJUSTED  
 CT0728  ___________________________________________________________________
 CT0728  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CT0728  DYNAMIC HT  -         545.173 (meters)    1788.62  (feet)  COMP
 CT0728  MODELED GRAV-     979,326.8   (mgal)                       NAVD 88
 CT0728
 CT0728  VERT ORDER  -  SECOND    CLASS 0
 CT0728
 CT0728.The horizontal coordinates were scaled from a topographic map and have
 CT0728.an estimated accuracy of +/- 6 seconds.
 CT0728
 CT0728.The orthometric height was determined by differential leveling
 CT0728.and adjusted by the National Geodetic Survey in June 1991..
 CT0728
 CT0728.The geoid height was determined by GEOID03.
 CT0728
 CT0728.The dynamic height is computed by dividing the NAVD 88
 CT0728.geopotential number by the normal gravity value computed on the
 CT0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0728.degrees latitude (g = 980.6199 gals.).
 CT0728
 CT0728.The modeled gravity was interpolated from observed gravity values.
 CT0728
 CT0728;                    North         East    Units  Estimated Accuracy
 CT0728;SPC TXNC     - 2,117,150.      466,810.      MT  (+/- 180 meters Scaled)
 CT0728
 CT0728                          SUPERSEDED SURVEY CONTROL
 CT0728
 CT0728  NGVD 29 (??/??/92)  545.687  (m)         1790.31   (f) ADJ UNCH    2 0
 CT0728
 CT0728.Superseded values are not recommended for survey control.
 CT0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0728.See file dsdata.txt to determine how the superseded data were derived.
 CT0728
 CT0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB137200(NAD 83)
 CT0728_MARKER: DR = REFERENCE MARK DISK
 CT0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0728_STAMPING: HEST NO 1 1961
 CT0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0728+STABILITY: SURFACE MOTION
 CT0728
 CT0728  HISTORY     - Date     Condition        Report By
 CT0728  HISTORY     - 1961     MONUMENTED       CGS
 CT0728  HISTORY     - 1974     GOOD             NGS
 CT0728
 CT0728                          STATION DESCRIPTION
 CT0728
 CT0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0728'3.9 MI SW FROM ANSON.
 CT0728'1.3 MILES SOUTH ALONG U.S. HIGHWAYS 83 AND 277 FROM THE COURTHOUSE AT
 CT0728'ANSON, THENCE 2.0 MILES SOUTHWEST ALONG FARM ROAD 707, THENCE 0.6
 CT0728'MILES WEST ALONG A TRACK ROAD AT THE SOUTH END OF A FIELD, 60 FEET
 CT0728'WEST OF THE STATION, 2 FEET SOUTH OF A FENCE, SET IN TOP OF A 12 INCH
 CT0728'SQUARE CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH THE GROUND.
 CT0728
 CT0728                          STATION RECOVERY (1974)
 CT0728
 CT0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CT0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1303 ***********************************************************************
 BZ1303  DESIGNATION -  HEWITT CEMENT CO STACK
 BZ1303  PID         -  BZ1303
 BZ1303  STATE/COUNTY-  TX/MCLENNAN
 BZ1303  USGS QUAD   -  LORENA (1993)
 BZ1303
 BZ1303                         *CURRENT SURVEY CONTROL
 BZ1303  ___________________________________________________________________
 BZ1303* NAD 83(1993)-  31 28 49.81917(N)    097 14 39.42178(W)     ADJUSTED  
 BZ1303* NAVD 88     -                                                        
 BZ1303  ___________________________________________________________________
 BZ1303  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 BZ1303  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BZ1303
 BZ1303  HORZ ORDER  -  THIRD
 BZ1303
 BZ1303.The horizontal coordinates were established by classical geodetic methods
 BZ1303.and adjusted by the National Geodetic Survey in February 1996..
 BZ1303
 BZ1303
 BZ1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1303
 BZ1303.The geoid height was determined by GEOID03.
 BZ1303
 BZ1303;                    North         East     Units Scale Factor Converg.
 BZ1303;SPC TX C     - 3,205,151.144   993,465.546   MT  0.99991659   +1 35 27.8
 BZ1303;SPC TX C     -10,515,566.71  3,259,394.88   sFT  0.99991659   +1 35 27.8
 BZ1303;UTM  14      - 3,484,190.627   666,776.935   MT  0.99994307   +0 55 01.4
 BZ1303
 BZ1303                          SUPERSEDED SURVEY CONTROL
 BZ1303
 BZ1303  NAD 83(1986)-  31 28 49.82940(N)    097 14 39.40408(W) AD(       ) 4
 BZ1303  NAD 27      -  31 28 49.22900(N)    097 14 38.40400(W) AD(       ) 3
 BZ1303
 BZ1303.Superseded values are not recommended for survey control.
 BZ1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1303.See file dsdata.txt to determine how the superseded data were derived.
 BZ1303
 BZ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV6677784191(NAD 83)
 BZ1303_MARKER: 63 = STACK
 BZ1303
 BZ1303  HISTORY     - Date     Condition        Report By
 BZ1303  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1303  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 BZ1303
 BZ1303                          STATION DESCRIPTION
 BZ1303
 BZ1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1303'THIS INTERSECTION STATION IS THE STACK LOCATED IN THE TOWN
 BZ1303'OF HEWITT AT THE UNIVERSAL ATLAS CEMENT COMPANY PLANT. IT
 BZ1303'IS A CONCRETE STACK ABOUT 200 FEET HIGH.  THE POINT OBSERVED
 BZ1303'ON WAS THE APEX OF THE STACK.
 BZ1303
 BZ1303                          STATION RECOVERY (1991)
 BZ1303
 BZ1303'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0785 ***********************************************************************
 BN0785  DESIGNATION -  HEXT
 BN0785  PID         -  BN0785
 BN0785  STATE/COUNTY-  TX/MENARD
 BN0785  USGS QUAD   -  HEXT (1970)
 BN0785
 BN0785                         *CURRENT SURVEY CONTROL
 BN0785  ___________________________________________________________________
 BN0785* NAD 83(1993)-  30 52 09.63524(N)    099 30 07.40879(W)     ADJUSTED  
 BN0785* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 BN0785  ___________________________________________________________________
 BN0785  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BN0785  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 BN0785
 BN0785  HORZ ORDER  -  FIRST
 BN0785
 BN0785.The horizontal coordinates were established by classical geodetic methods
 BN0785.and adjusted by the National Geodetic Survey in February 1996..
 BN0785
 BN0785.The orthometric height was scaled from a topographic map.
 BN0785
 BN0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0785
 BN0785.The geoid height was determined by GEOID03.
 BN0785
 BN0785;                    North         East     Units Scale Factor Converg.
 BN0785;SPC TX C     - 3,133,619.583   779,488.445   MT  0.99988438   +0 25 41.4
 BN0785;SPC TX C     -10,280,883.58  2,557,371.67   sFT  0.99988438   +0 25 41.4
 BN0785;UTM  14      - 3,415,229.909   452,004.983   MT  0.99962841   -0 15 27.4
 BN0785
 BN0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0785!SPC TX C     -   0.99991218  x   0.99988438  =   0.99979657
 BN0785!UTM  14      -   0.99991218  x   0.99962841  =   0.99954063
 BN0785
 BN0785|---------------------------------------------------------------------|
 BN0785| PID    Reference Object                     Distance      Geod. Az  |
 BN0785|                                                           dddmmss.s |
 BN0785| CV5164 HEXT RM 1                            13.576 METERS 02349     |
 BN0785| CV5163 HEXT AZ MK                                         0931348.9 |
 BN0785| CV5165 HEXT RM 2                            19.474 METERS 12902     |
 BN0785|---------------------------------------------------------------------|
 BN0785
 BN0785                          SUPERSEDED SURVEY CONTROL
 BN0785
 BN0785  NAD 83(1986)-  30 52 09.64344(N)    099 30 07.39377(W) AD(       ) 1
 BN0785  NAD 27      -  30 52 09.01100(N)    099 30 06.16600(W) AD(       ) 1
 BN0785
 BN0785.Superseded values are not recommended for survey control.
 BN0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0785.See file dsdata.txt to determine how the superseded data were derived.
 BN0785
 BN0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5200515230(NAD 83)
 BN0785_MARKER: DS = TRIANGULATION STATION DISK
 BN0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0785+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2001
 BN0785
 BN0785  HISTORY     - Date     Condition        Report By
 BN0785  HISTORY     - 1935     MONUMENTED       CGS
 BN0785  HISTORY     - 1937     GOOD             TXHD
 BN0785  HISTORY     - 1958     GOOD             CGS
 BN0785  HISTORY     - 19960812 GOOD             USPSQD
 BN0785  HISTORY     - 20010830 GOOD             INDIV
 BN0785
 BN0785                          STATION DESCRIPTION
 BN0785
 BN0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0785'STATION IS ON THE LAND OF W. CROWELL, 2.15 MILES DUE E OF
 BN0785'HEXT SCHOOL, ON THE N SIDE OF THE MENARD-MASON HIGHWAY.
 BN0785'
 BN0785'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BN0785'BRONZE DISKS SET IN CONCRETE.
 BN0785'
 BN0785'REFERENCE MARK NO. 1 IS N BY E OF STATION, 73 FEET N OF
 BN0785'FENCE, 129 FEET N OF CENTER LINE OF HIGHWAY, AND PROJECTS
 BN0785'6 INCHES.
 BN0785'
 BN0785'REFERENCE MARK NO. 2 IS SE OF STATION, 3 FEET N OF FENCE,
 BN0785'59 FEET N OF CENTER LINE OF HIGHWAY, AND PROJECTS 7 INCHES.
 BN0785'
 BN0785'AZIMUTH MARK IS 0.5 MILE E OF STATION.  TO REACH, GO E ON
 BN0785'HIGHWAY FOR 0.5 MILE TO MARK ON RIGHT (S).  MARK IS 37 FEET
 BN0785'S OF CENTER LINE OF HIGHWAY, 1 FOOT N OF FENCE, AND PROJECTS
 BN0785'6 INCHES.
 BN0785'
 BN0785'TO REACH FROM THE BEVANS HOTEL IN MENARD, FOLLOW THE OLD
 BN0785'MASON HIGHWAY E FOR 18.35 MILES TO TOP OF SHORT RIDGE AND
 BN0785'STATION ON LEFT (N).  MARK IS 34 FEET N OF FENCE, 90 FEET N
 BN0785'OF CENTER LINE OF HIGHWAY, AND PROJECTS 3 INCHES.
 BN0785'
 BN0785'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
 BN0785
 BN0785                          STATION RECOVERY (1937)
 BN0785
 BN0785'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0785'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 BN0785'FOR REACHING STATION IS GOOD.  STATION IS ALSO 1 MILE W
 BN0785'OF MASON-MENARD COUNTY LINE MARKER ON STATE HIGHWAY 151.
 BN0785
 BN0785                          STATION RECOVERY (1958)
 BN0785
 BN0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JM)
 BN0785'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 BN0785'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 BN0785'TO STATION SITE ARE CORRECT.
 BN0785
 BN0785                          STATION RECOVERY (1996)
 BN0785
 BN0785'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0785'RECOVERED IN GOOD CONDITION.
 BN0785
 BN0785                          STATION RECOVERY (2001)
 BN0785
 BN0785'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AMW)
 BN0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1885 ***********************************************************************
 FL1885  DESIGNATION -  HEXT
 FL1885  PID         -  FL1885
 FL1885  STATE/COUNTY-  TX/HEMPHILL
 FL1885  USGS QUAD   -  HACKBERRY CREEK (1967)
 FL1885
 FL1885                         *CURRENT SURVEY CONTROL
 FL1885  ___________________________________________________________________
 FL1885* NAD 83(1993)-  35 40 48.41236(N)    100 05 42.93634(W)     ADJUSTED  
 FL1885* NAVD 88     -       773.3    (meters)    2537.     (feet)  VERTCON   
 FL1885  ___________________________________________________________________
 FL1885  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FL1885  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 FL1885
 FL1885  HORZ ORDER  -  FIRST
 FL1885
 FL1885.The horizontal coordinates were established by classical geodetic methods
 FL1885.and adjusted by the National Geodetic Survey in February 1996..
 FL1885
 FL1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1885
 FL1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1885
 FL1885.The geoid height was determined by GEOID03.
 FL1885
 FL1885;                    North         East     Units Scale Factor Converg.
 FL1885;SPC TX N     - 1,187,290.752   327,151.768   MT  0.99992131   +0 48 50.7
 FL1885;SPC TX N     - 3,895,303.08  1,073,330.43   sFT  0.99992131   +0 48 50.7
 FL1885;SPC OK N     -    77,507.272   410,341.899   MT  0.99998135   -1 14 11.4
 FL1885;SPC OK N     -   254,288.44  1,346,263.38   sFT  0.99998135   -1 14 11.4
 FL1885;UTM  14      - 3,949,021.994   400,887.755   MT  0.99972105   -0 38 19.9
 FL1885
 FL1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1885!SPC TX N     -   0.99988301  x   0.99992131  =   0.99980433
 FL1885!SPC OK N     -   0.99988301  x   0.99998135  =   0.99986436
 FL1885!UTM  14      -   0.99988301  x   0.99972105  =   0.99960409
 FL1885
 FL1885|---------------------------------------------------------------------|
 FL1885| PID    Reference Object                     Distance      Geod. Az  |
 FL1885|                                                           dddmmss.s |
 FL1885| CK9862 HEXT RM 1                            66.931 METERS 20242     |
 FL1885| CK9864 HEXT RM 3                             5.830 METERS 21712     |
 FL1885| CK9861 HEXT AZ MK                                         2463821.3 |
 FL1885| CK9863 HEXT RM 2                            45.239 METERS 32801     |
 FL1885|---------------------------------------------------------------------|
 FL1885
 FL1885                          SUPERSEDED SURVEY CONTROL
 FL1885
 FL1885  NAD 83(1993)-  35 40 48.41239(N)    100 05 42.93628(W) AD(       ) 1
 FL1885  NAD 83(1986)-  35 40 48.41697(N)    100 05 42.92505(W) AD(       ) 1
 FL1885  NAD 27      -  35 40 48.25400(N)    100 05 41.49300(W) AD(       ) 1
 FL1885  NGVD 29 (07/19/86)  773.0    (m)         2536.     (f) VERT ANG       
 FL1885
 FL1885.Superseded values are not recommended for survey control.
 FL1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1885.See file dsdata.txt to determine how the superseded data were derived.
 FL1885
 FL1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0088849022(NAD 83)
 FL1885_MARKER: DS = TRIANGULATION STATION DISK
 FL1885_SETTING: 0 = UNSPECIFIED SETTING
 FL1885
 FL1885  HISTORY     - Date     Condition        Report By
 FL1885  HISTORY     - 1927     MONUMENTED       CGS
 FL1885  HISTORY     - 1951     GOOD             CGS
 FL1885  HISTORY     - 1952     GOOD             CGS
 FL1885  HISTORY     - 1967     SEE DESCRIPTION  USGS
 FL1885
 FL1885                          STATION DESCRIPTION
 FL1885
 FL1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 FL1885'ABOUT 5 MILES E AND 4 MILES N OF ZYBACK, ON LAND BELONGING
 FL1885'TO W.R. HEXT, AND OCCUPIED BY TOM HEXT, ON HIGHEST POINT OF
 FL1885'HILL OR SWELL, ABOUT ONE-FOURTH MILE E OF TOM HEXTS HOUSE A
 FL1885'SHORT DISTANCE E OF FENCE, AND 200 METERS (656 FEET) N OF FENCE
 FL1885'CORNER.
 FL1885'
 FL1885'REACHED FROM ZYBACK BY FOLLOWING RANKIN ROAD E ABOUT 4 MILES,
 FL1885'1 MILE E OF SCHOOLHOUSE, TO GATE ON N SIDE OF ROAD, THEN
 FL1885'FOLLOWING PASTURE ROAD NORTHERLY ABOUT 4 MILES TO TOM HEXTS
 FL1885'HOUSE.
 FL1885'
 FL1885'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS IN
 FL1885'CONCRETE.
 FL1885'
 FL1885'REFERENCE MARK NO. 1 IS 66.92 METERS (219.6 FEET) FROM STATION
 FL1885'S 22 DEG 42 MIN W.
 FL1885'
 FL1885'REFERENCE MARK NO. 2 IS 45.25 METERS (148.5 FEET) FROM STATION
 FL1885'N 31 DEG 59 MIN W.
 FL1885
 FL1885                          STATION RECOVERY (1951)
 FL1885
 FL1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1885'ALL MARKS WERE RECOVERED IN GOOD CONDITION EXCEPT THAT THE
 FL1885'REFERENCE MARKS WERE COVERED WITH DRIFTED SAND.  A NEW DESCRIPTION
 FL1885'FOLLOWS--
 FL1885'
 FL1885'LOCATED ABOUT 5 MILES EAST AND 4 MILES NORTH OF ZYBACK, ON LAND
 FL1885'BELONGING TO A MR. BOWERS, ON THE HIGHEST POINT OF A HILL, ABOUT
 FL1885'1/4 MILE SOUTHEAST OF OLD BUILDING AND CORRAL, ABOUT 60 FEET
 FL1885'EAST OF A FENCE LINE AND ABOUT 200 METERS NORTH OF A FENCE
 FL1885'CORNER.  THE MARK IS A BRONZE DISK SET IN A CONCRETE POST FLUSH
 FL1885'WITH THE GROUND.  THE DISK IS STAMPED HEXT 1927.
 FL1885'
 FL1885'BOTH REFERENCE MARKS ARE IN THE NORTH-SOUTH FENCE LINE AND ARE
 FL1885'COVERED WITH ABOUT 18 INCHES OF LOOSE SAND.
 FL1885'
 FL1885'TO REACH FROM BRISCOE, GO EAST ON GRAVEL ROAD 6.1 MILES TO
 FL1885'CROSSROADS.  TURN LEFT, NORTH, AND GO 1.0 MILE TO CROSSROADS.
 FL1885'TURN RIGHT, EAST, AND GO 3.9 MILES TO T-ROAD LEFT.  TURN LEFT,
 FL1885'NORTH, AND GO 3.7 MILES TO WIRE GATE ON RIGHT.  GO THROUGH GATE
 FL1885'AND FOLLOW TRACK ROAD EASTERLY FOR 0.6 MILE TO FORK IN TRACK
 FL1885'ROAD.  KEEP RIGHT FORK AND FOLLOW FENCE LINE 0.4 MILE TO WIRE
 FL1885'GATE IN FENCE.  PASS THROUGH GATE IN FENCE AND GO NORTHWEST
 FL1885'FOR 0.4 MILE TO HIGH POINT AND STATION SITE.
 FL1885
 FL1885                          STATION RECOVERY (1952)
 FL1885
 FL1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL1885'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1885'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE ESTABLISHED.  A
 FL1885'NEW DESCRIPTION FOLLOWS.
 FL1885'
 FL1885'LOCATED ABOUT 5 MILES EAST AND 4 MILES NORTH OF ZYBACK, ON
 FL1885'LAND BELONGING TO A MR. BOWERS, ON THE HIGHEST POINT OF A HILL,
 FL1885'ABOUT 1/4 MILE SOUTHEAST OF AN OLD BUILDING AND CORRAL, ABOUT
 FL1885'650 FEET NORTH OF A FENCE CORNER, 81 FEET EAST OF A FENCE LINE,
 FL1885'AND 8 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS A
 FL1885'STANDARD DISK SET IN A CONCRETE POST FLUSH WITH THE SURFACE OF
 FL1885'THE GROUND.  THE DISK IS STAMPED HEXT 1927.
 FL1885'
 FL1885'REFERENCE MARKS NO. 1 AND 2 ARE IN THE NORTH-SOUTH FENCE LINE
 FL1885'AND ARE COVERED WITH ABOUT 18 INCHES OF LOOSE SAND.  REFERENCE
 FL1885'MARK NO. 3 IS A BRONZE DISK SET IN A CONCRETE POST FLUSH WITH
 FL1885'THE GROUND.  THE DISK IS STAMPED HEXT NO 3 1952.
 FL1885'
 FL1885'THE AZIMUTH MARK IS LOCATED ABOUT 0.8 MILE WEST-SOUTHWEST OF
 FL1885'THE STATION, IN THE EAST RIGHT-OF-WAY FENCE LINE OF FARM ROAD
 FL1885'277, 48 FEET SOUTH OF THE CENTER OF A GATE, AND 3 FEET NORTH
 FL1885'OF A WHITE WITNESS POST.  THE MARK IS A BRONZE DISK SET IN A
 FL1885'CONCRETE POST THAT PROJECTS 5 INCHES, IT IS STAMPED HEXT 1952.
 FL1885'
 FL1885'TO REACH THE STATION FROM THE RAILROAD TRACK IN ALLISON, GO
 FL1885'NORTH ON FARM ROAD 277 FOR 4.9 MILES TO A GATE ON THE RIGHT AND
 FL1885'AZIMUTH MARK.  TURN RIGHT, EAST, PASS THROUGH GATE AND FOLLOW
 FL1885'TRACK ROAD EASTERLY FOR 0.6 MILE TO A FORK IN TRACK ROAD.  KEEP
 FL1885'RIGHT FORK AND FOLLOW FENCE LINE FOR 0.4 MILE TO A WIRE GATE IN
 FL1885'FENCE LINE.  PASS THROUGH GATE AND GO NORTHWEST FOR 0.4 MILE
 FL1885'TO HIGH POINT OF HILL AND STATION.
 FL1885'
 FL1885'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 FL1885
 FL1885                          STATION RECOVERY (1967)
 FL1885
 FL1885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (EEM)
 FL1885'DUE TO CHANGES IN THE ROAD NETWORK THE ORIGINAL TO REACH
 FL1885'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 FL1885'
 FL1885'LOCATED ABOUT 5 MILES EAST AND 4 MILES NORTH OF ZYBACK, ON
 FL1885'LAND BELONGING TO A MR. BARNES, ON THE HIGH POINT OF A HILL,
 FL1885'ABOUT 1000 FEET NORTH OF A FENCE CORNER, 81 FEET EAST OF A FENCE
 FL1885'LINE, AND 8 FEET WEST OF A WHITE WITNESS POST.
 FL1885'
 FL1885'TO REACH THE STATION FROM THE RAILROAD TRACK IN ALLISON, GO NORTH
 FL1885'ON FARM ROAD 277 FOR 4.9 MILES TO A CATTLEGUARD ON THE RIGHT
 FL1885'AND THE AZIMUTH MARK.  TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD
 FL1885'EAST FOR 0.75 MILES TO A Y-ROAD.  TAKE RIGHT FORK EAST FOR 0.2
 FL1885'MILES TO A CATTLEGUARD AND CORRAL.  CONTINUE ON MAIN TRAVELED
 FL1885'ROAD NORTHEAST FOR 0.15 MILES TO CREST.  THENCE NORTHWEST,
 FL1885'ACROSS COUNTRY, FOR 0.1 MILES TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2013 ***********************************************************************
 AY2013  DESIGNATION -  HEYEN
 AY2013  PID         -  AY2013
 AY2013  STATE/COUNTY-  TX/MEDINA
 AY2013  USGS QUAD   -  QUIHI (1969)
 AY2013
 AY2013                         *CURRENT SURVEY CONTROL
 AY2013  ___________________________________________________________________
 AY2013* NAD 83(1993)-  29 27 53.43598(N)    099 02 46.47315(W)     ADJUSTED  
 AY2013* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 AY2013  ___________________________________________________________________
 AY2013  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AY2013  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AY2013
 AY2013  HORZ ORDER  -  FIRST
 AY2013
 AY2013.The horizontal coordinates were established by classical geodetic methods
 AY2013.and adjusted by the National Geodetic Survey in February 1996..
 AY2013
 AY2013.The orthometric height was scaled from a topographic map.
 AY2013
 AY2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2013
 AY2013.The geoid height was determined by GEOID03.
 AY2013
 AY2013;                    North         East     Units Scale Factor Converg.
 AY2013;SPC TXSC     - 4,180,815.366   595,515.087   MT  0.99986581   -0 01 21.6
 AY2013;SPC TXSC     -13,716,558.41  1,953,785.75   sFT  0.99986581   -0 01 21.6
 AY2013;UTM  14      - 3,259,488.951   495,516.279   MT  0.99960025   -0 01 21.9
 AY2013
 AY2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2013!SPC TXSC     -   0.99995208  x   0.99986581  =   0.99981790
 AY2013!UTM  14      -   0.99995208  x   0.99960025  =   0.99955235
 AY2013
 AY2013|---------------------------------------------------------------------|
 AY2013| PID    Reference Object                     Distance      Geod. Az  |
 AY2013|                                                           dddmmss.s |
 AY2013| CV5167 HEYEN RM 1                           18.339 METERS 03745     |
 AY2013| CV5168 HEYEN RM 2                           14.748 METERS 25305     |
 AY2013| CV5166 HEYEN AZ MK                                        2800559.4 |
 AY2013|---------------------------------------------------------------------|
 AY2013
 AY2013                          SUPERSEDED SURVEY CONTROL
 AY2013
 AY2013  NAD 83(1986)-  29 27 53.43882(N)    099 02 46.45685(W) AD(       ) 1
 AY2013  NAD 27      -  29 27 52.60400(N)    099 02 45.33900(W) AD(       ) 1
 AY2013
 AY2013.Superseded values are not recommended for survey control.
 AY2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2013.See file dsdata.txt to determine how the superseded data were derived.
 AY2013
 AY2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT9551659489(NAD 83)
 AY2013_MARKER: DS = TRIANGULATION STATION DISK
 AY2013_SETTING: 66 = SET IN ROCK OUTCROP
 AY2013_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 AY2013
 AY2013  HISTORY     - Date     Condition        Report By
 AY2013  HISTORY     - 1953     MONUMENTED       CGS
 AY2013  HISTORY     - 19970506 GOOD             USPSQD
 AY2013
 AY2013                          STATION DESCRIPTION
 AY2013
 AY2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY2013'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF HONDO.
 AY2013'4-1/2 MILES NORTH-NORTHWEST OF QUIHI.  AND IS NEAR THE HIGHEST
 AY2013'POINT OF A RIDGE WHICH RUNS NORTHEAST-SOUTHWEST ON THE
 AY2013'PROPERTY OF MR. WESLEY HEYEN.
 AY2013'
 AY2013'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AY2013'HIGHWAY 173, 1 MILE EAST OF HONDO, GO EAST ON U.S. HIGHWAY 90
 AY2013'FOR 2 MILES TO A CROSSROAD.  TURN LEFT, NORTH, AND GO ON THE MAIN
 AY2013'ROAD FOR 1.9 MILES TO A PAVED ROAD.  TURN RIGHT, EAST, GO 0.5
 AY2013'MILE TO A Y-FORK AND TWO STONE HOUSES ON THE LEFT.  TURN LEFT
 AY2013'AND GO ON A PAVED ROAD NORTHERLY FOR 6.5 MILES TO A POINT
 AY2013'WHERE THE PAVED ROAD TURNS LEFT AND A FARM LANE LEADS TO A
 AY2013'FARM HOUSE.  TURN RIGHT, AND GO ON A FARM LANE 0.1 MILE TO A
 AY2013'SIDE ROAD RIGHT WHICH LEADS BETWEEN TWO FENCE LINES.  TURN
 AY2013'RIGHT AND GO 0.2 MILE.  TURN LEFT, PASS THROUGH A WOODEN GATE
 AY2013'AND GO 0.6 MILE TO A GATE.  TURN RIGHT, PASS THROUGH THREE GATES
 AY2013'AND GO 0.2 MILE TO A GATE.  PASS THROUGH THE GATE AND GO
 AY2013'0.45 MILE TO A BLADED ROAD TO THE LEFT.  TURN LEFT AND GO
 AY2013'0.45 MILE TO A GATE NEAR A WINDMILL.  TURN RIGHT, PASS TO THE
 AY2013'RIGHT OF A WINDMILL TURN SHARP LEFT AND GO 0.1 MILE TO A GATE ON
 AY2013'THE RIGHT.  PASS THROUGH THE GATE, TURN LEFT AND FOLLOW A
 AY2013'FENCE LINE NORTHERLY FOR 0.15 MILE TO A FENCE CORNER.  TURN
 AY2013'RIGHT AND FOLLOW A FENCE LINE FOR 0.05 MILE TO THE AZIMUTH
 AY2013'MARK ON THE RIGHT.  CONTINUE ALONG FENCE LINE FOR 0.2 MILE.
 AY2013'TURN RIGHT AND FOLLOW A DIM TRAIL FOR 0.1 MILE TO A LARGE
 AY2013'LIVE OAK TREE WHICH HAS A TRIANGLE BLAZE ON ITS EAST SIDE AND
 AY2013'THE STATION SITE.
 AY2013'
 AY2013'THE STATION MARK IS A STANDARD DISK SET IN A MASS OF CONCRETE IN
 AY2013'BED ROCK.  THE MARK IS STAMPED HEYEN 1953, AND IS SET 6 INCHES
 AY2013'BELOW THE GROUND SURFACE.  THE MARK IS LOCATED 250 FEET
 AY2013'SOUTH OF A FENCE LINE AND 36 FEET NORTHEAST OF A LARGE OAK
 AY2013'TREE WHICH HAS A TRIANGLE BLAZE ON IT.
 AY2013'
 AY2013'REFERENCE MARK NO. 1 IS STAMPED HEYEN NO 1 1953, AND IT PROJECTS
 AY2013'3 INCHES.  THE MARK IS SET IN A DRILL HOLE IN OUT CROPPING
 AY2013'BED ROCK.
 AY2013'
 AY2013'REFERENCE MARK NO. 2 IS STAMPED HEYEN NO 2 1953, AND IT PROJECTS
 AY2013'2 INCHES.  THE MARK IS SET IN A DRILL HOLE IN OUT CROPPING
 AY2013'BED ROCK, 20 FEET NORTH OF A LARGE OAK TREE WHICH HAS A TRIANGLE
 AY2013'BLAZE ON.
 AY2013'
 AY2013'THE AZIMUTH MARK IS STAMPED HEYEN 1953, IT IS A STANDARD DISK
 AY2013'SET IN A DRILL HOLE IN OUT CROPPING BED ROCK.  THE MARK IS LOCATED
 AY2013'0.2 MILE NORTHWEST OF THE STATION, 0.2 MILE NORTH OF A WINDMILL.
 AY2013'45 FEET SOUTH OF A FENCE LINE.  AND 3 FEET SOUTHEAST OF
 AY2013'A WHITE WITNESS POST.
 AY2013'
 AY2013'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AY2013
 AY2013                          STATION RECOVERY (1997)
 AY2013
 AY2013'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY2013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2379 ***********************************************************************
 AW2379  DESIGNATION -  HG TXHD
 AW2379  PID         -  AW2379
 AW2379  STATE/COUNTY-  TX/HARRIS
 AW2379  USGS QUAD   -  LA PORTE (1982)
 AW2379
 AW2379                         *CURRENT SURVEY CONTROL
 AW2379  ___________________________________________________________________
 AW2379* NAD 83(1986)-  29 42 12.     (N)    095 01 11.     (W)     SCALED    
 AW2379* NAVD 88     -       -18.11   (+/-2cm)     -59.4    (feet)  VERTCON   
 AW2379  ___________________________________________________________________
 AW2379  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2379
 AW2379  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2379
 AW2379.The horizontal coordinates were scaled from a topographic map and have
 AW2379.an estimated accuracy of +/- 6 seconds.
 AW2379
 AW2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2379.The vertical order pertains to the NGVD 29 superseded value.
 AW2379
 AW2379.The geoid height was determined by GEOID03.
 AW2379
 AW2379;                    North         East    Units  Estimated Accuracy
 AW2379;SPC TXSC     - 4,213,800.      985,060.      MT  (+/- 180 meters Scaled)
 AW2379
 AW2379                          SUPERSEDED SURVEY CONTROL
 AW2379
 AW2379  NGVD 29 (??/??/92)  -18.109  (m)          -59.41   (f) ADJ UNCH    1 2
 AW2379
 AW2379.Superseded values are not recommended for survey control.
 AW2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2379.See file dsdata.txt to determine how the superseded data were derived.
 AW2379
 AW2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN046876(NAD 83)
 AW2379_MARKER: B = BOLT
 AW2379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2379_SP_SET: FLOOR
 AW2379_STAMPING: HG
 AW2379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2379
 AW2379  HISTORY     - Date     Condition        Report By
 AW2379  HISTORY     - UNK      MONUMENTED       TXHD
 AW2379  HISTORY     - 1959     GOOD             NGS
 AW2379  HISTORY     - 1978     GOOD             NGS
 AW2379  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2379  HISTORY     - 19971113 MARK NOT FOUND   USPSQD
 AW2379
 AW2379                          STATION DESCRIPTION
 AW2379
 AW2379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2379'IN BAYTOWN-LA PORTE TUNNEL.
 AW2379'INSIDE OF THE BAYTOWN-LA PORTE TUNNEL, ABOUT 0.15 MILE NORTHEAST OF
 AW2379'THE SOUTHWEST ARCHWAY AND THE ENTRANCE TO THE TUNNEL, 11 FEET
 AW2379'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 146, ABOUT 42 FEET
 AW2379'NORTHEAST OF A RECESS FOR A FIRE EXTINGUISHER, SET IN THE TOP OF THE
 AW2379'CONCRETE FLOOR OF A TUNNEL, AND 0.2 FOOT NORTHWEST OF THE SOUTHEAST
 AW2379'GUTTER.
 AW2379
 AW2379                          STATION RECOVERY (1978)
 AW2379
 AW2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2379'RECOVERED IN GOOD CONDITION.
 AW2379
 AW2379                          STATION RECOVERY (1983)
 AW2379
 AW2379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2379'NOT RECOVERED, ASSUMED LOST.
 AW2379
 AW2379                          STATION RECOVERY (1997)
 AW2379
 AW2379'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5597 ***********************************************************************
 AW5597  DESIGNATION -  HGCSD
 AW5597  PID         -  AW5597
 AW5597  STATE/COUNTY-  TX/HARRIS
 AW5597  USGS QUAD   -  FRIENDSWOOD (1995)
 AW5597
 AW5597                         *CURRENT SURVEY CONTROL
 AW5597  ___________________________________________________________________
 AW5597* NAD 83(1986)-  29 32 17.     (N)    095 09 10.     (W)     SCALED    
 AW5597* NAVD 88     -         9.447  (meters)      30.99   (feet)  ADJUSTED  
 AW5597  ___________________________________________________________________
 AW5597  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW5597  DYNAMIC HT  -           9.434 (meters)      30.95  (feet)  COMP
 AW5597  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 AW5597
 AW5597  VERT ORDER  -  FIRST     CLASS II
 AW5597
 AW5597.The horizontal coordinates were scaled from a topographic map and have
 AW5597.an estimated accuracy of +/- 6 seconds.
 AW5597
 AW5597.The orthometric height was determined by differential leveling
 AW5597.and adjusted by the National Geodetic Survey in June 1991..
 AW5597
 AW5597.The geoid height was determined by GEOID03.
 AW5597
 AW5597.The dynamic height is computed by dividing the NAVD 88
 AW5597.geopotential number by the normal gravity value computed on the
 AW5597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5597.degrees latitude (g = 980.6199 gals.).
 AW5597
 AW5597.The modeled gravity was interpolated from observed gravity values.
 AW5597
 AW5597;                    North         East    Units  Estimated Accuracy
 AW5597;SPC TXSC     - 4,195,060.      972,800.      MT  (+/- 180 meters Scaled)
 AW5597
 AW5597                          SUPERSEDED SURVEY CONTROL
 AW5597
 AW5597  NGVD 29 (12/23/87)    9.443  (m)           30.98   (f) ADJUSTED    1 2
 AW5597
 AW5597.Superseded values are not recommended for survey control.
 AW5597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5597.See file dsdata.txt to determine how the superseded data were derived.
 AW5597
 AW5597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN913695(NAD 83)
 AW5597_MARKER: I = METAL ROD
 AW5597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5597_SP_SET: STAINLESS STEEL ROD
 AW5597_STAMPING: HGCSD 1983
 AW5597_MARK LOGO: NGS   
 AW5597_PROJECTION: FLUSH
 AW5597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5597_ROD/PIPE-DEPTH: 12.2 meters
 AW5597
 AW5597  HISTORY     - Date     Condition        Report By
 AW5597  HISTORY     - 1983     MONUMENTED       NGS
 AW5597  HISTORY     - 1987     GOOD             NGS
 AW5597  HISTORY     - 1989     GOOD             USPSQD
 AW5597  HISTORY     - 19970816 GOOD             USPSQD
 AW5597  HISTORY     - 19990322 MARK NOT FOUND   USPSQD
 AW5597  HISTORY     - 19990410 GOOD             USPSQD
 AW5597
 AW5597                          STATION DESCRIPTION
 AW5597
 AW5597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5597'2.7 KM (1.65 MI) SW FROM WEBSTER.
 AW5597'2.7 KM (1.65 MI) SOUTHWEST ALONG WEST BAY AREA BLVD. FROM THE
 AW5597'INTERSECTION OF STATE HIGHWAY 3 IN WEBSTER TO THE MARK ON THE RIGHT,
 AW5597'BETWEEN TWO FLAG POLES AT THE HARRIS-GALVESTON COASTAL SUBSIDENCE
 AW5597'DISTRICT AT 1660 WEST BAY AREA BLVD., 45.41 METERS (149.0 FT)
 AW5597'NORTH-NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE BLVD.,
 AW5597'7.62 METERS (25.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CURB OF A
 AW5597'PARKING LOT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5597'CAP.
 AW5597'THE MARK IS 0.30 M ABOVE PARKING LOT.
 AW5597
 AW5597                          STATION RECOVERY (1989)
 AW5597
 AW5597'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW5597'RECOVERED IN GOOD CONDITION.
 AW5597
 AW5597                          STATION RECOVERY (1997)
 AW5597
 AW5597'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5597'RECOVERED IN GOOD CONDITION.
 AW5597
 AW5597                          STATION RECOVERY (1999)
 AW5597
 AW5597'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5597'MARK NOT FOUND.
 AW5597
 AW5597                          STATION RECOVERY (1999)
 AW5597
 AW5597'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1989 ***********************************************************************
 BL1989  HT_MOD      -  This is a Height Modernization Survey Station.
 BL1989  DESIGNATION -  HGCSD 1
 BL1989  PID         -  BL1989
 BL1989  STATE/COUNTY-  TX/HARRIS
 BL1989  USGS QUAD   -  HOCKLEY (1980)
 BL1989
 BL1989                         *CURRENT SURVEY CONTROL
 BL1989  ___________________________________________________________________
 BL1989* NAD 83(1993)-  30 03 50.47310(N)    095 50 29.56021(W)     ADJUSTED  
 BL1989* NAVD 88     -        77.26   (meters)     253.5    (feet)  GPS OBS   
 BL1989  ___________________________________________________________________
 BL1989  X           -    -562,295.835 (meters)                     COMP
 BL1989  Y           -  -5,496,058.772 (meters)                     COMP
 BL1989  Z           -   3,176,542.715 (meters)                     COMP
 BL1989  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BL1989  ELLIP HEIGHT-          49.74  (meters)          (12/03/01) GPS OBS
 BL1989  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BL1989  DYNAMIC HT  -          77.15  (meters)     253.1   (feet)  COMP
 BL1989  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 BL1989
 BL1989  HORZ ORDER  -  FIRST
 BL1989  VERT ORDER  -  THIRD (See Below)
 BL1989  ELLP ORDER  -  FOURTH    CLASS II
 BL1989
 BL1989.The horizontal coordinates were established by GPS observations
 BL1989.and adjusted by the National Geodetic Survey in December 2001..
 BL1989
 BL1989.The orthometric height was determined by GPS observations and a
 BL1989.high-resolution geoid model using precise GPS observation and
 BL1989.processing techniques. It supersedes the leveled height previously
 BL1989.determined for this station.
 BL1989.The vertical order pertains to the first NAVD 88 superseded value.
 BL1989
 BL1989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL1989
 BL1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1989
 BL1989.The ellipsoidal height was determined by GPS observations
 BL1989.and is referenced to NAD 83.
 BL1989
 BL1989.The geoid height was determined by GEOID03.
 BL1989
 BL1989.The dynamic height is computed by dividing the NAVD 88
 BL1989.geopotential number by the normal gravity value computed on the
 BL1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1989.degrees latitude (g = 980.6199 gals.).
 BL1989
 BL1989.The modeled gravity was interpolated from observed gravity values.
 BL1989
 BL1989;                    North         East     Units Scale Factor Converg.
 BL1989;SPC TXSC     - 4,251,337.402   904,497.754   MT  0.99994401   +1 32 50.5
 BL1989;SPC TXSC     -13,947,929.46  2,967,506.38   sFT  0.99994401   +1 32 50.5
 BL1989;UTM  15      - 3,329,284.163   226,059.353   MT  1.00052596   -1 25 27.9
 BL1989
 BL1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1989!SPC TXSC     -   0.99999219  x   0.99994401  =   0.99993620
 BL1989!UTM  15      -   0.99999219  x   1.00052596  =   1.00051814
 BL1989
 BL1989                          SUPERSEDED SURVEY CONTROL
 BL1989
 BL1989  ELLIP H (10/24/00)   49.73   (m)                       GP(       ) 4 2
 BL1989  NAD 83(1993)-  30 03 50.47402(N)    095 50 29.55954(W) AD(       ) B
 BL1989  ELLIP H (05/09/94)   49.89   (m)                       GP(       ) 4 2
 BL1989  ELLIP H (01/21/93)   49.81   (m)                       GP(       ) 4 2
 BL1989  NAD 83(1986)-  30 03 50.48746(N)    095 50 29.54120(W) AD(       ) 1
 BL1989  NAVD 88 (06/15/91)   77.323  (m)          253.68   (f) ADJUSTED    1 2
 BL1989  NGVD 29 (12/23/87)   77.316  (m)          253.66   (f) ADJUSTED    1 2
 BL1989
 BL1989.Superseded values are not recommended for survey control.
 BL1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1989.See file dsdata.txt to determine how the superseded data were derived.
 BL1989
 BL1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2605929284(NAD 83)
 BL1989_MARKER: I = METAL ROD
 BL1989_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL1989_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL1989_STAMPING: HGCSD 1 1986
 BL1989_MARK LOGO: NGS   
 BL1989_PROJECTION: FLUSH
 BL1989_MAGNETIC: I = MARKER IS A STEEL ROD
 BL1989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL1989+STABILITY: POSITION/ELEVATION WELL
 BL1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1989+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2002
 BL1989_ROD/PIPE-DEPTH: 12.2 meters
 BL1989_SLEEVE-DEPTH  : 6.1 meters
 BL1989
 BL1989  HISTORY     - Date     Condition        Report By
 BL1989  HISTORY     - 1986     MONUMENTED       NGS
 BL1989  HISTORY     - 1987     GOOD             NGS
 BL1989  HISTORY     - 19880425 GOOD             NGS
 BL1989  HISTORY     - 19930309 GOOD             NGS
 BL1989  HISTORY     - 19940326 GOOD             USPSQD
 BL1989  HISTORY     - 19941122 GOOD             HGCSD
 BL1989  HISTORY     - 20020412 GOOD             JCLS
 BL1989
 BL1989                          STATION DESCRIPTION
 BL1989
 BL1989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BL1989'4.6 KM (2.85 MI) NORTH FROM HOCKLEY.
 BL1989'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BL1989'4.6 KM (2.85 MI) NORTHERLY ALONG HEGAR ROAD FROM ITS JUNCTION WITH
 BL1989'U.S. HIGHWAY 290 IN HOCKLEY, 14.0 M (45.9 FT) EAST OF THE CENTERLINE
 BL1989'OF THE ROAD, 5.3 M (17.4 FT) EAST OF A NORTH-SOUTH FENCE LINE, AND 1.1
 BL1989'M (3.6 FT) NORTH OF AN EAST-WEST FENCE LINE.  NOTE--ACCESS TO DATUM
 BL1989'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL1989'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 BL1989
 BL1989                          STATION RECOVERY (1987)
 BL1989
 BL1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL1989'THE STATION IS LOCATED ABOUT 56.3 KM (35.0 MI)
 BL1989'NORTHWEST OF HOUSTON, 20.9 KM (13.0 MI) SOUTHWEST OF PINEHURST, 8.3
 BL1989'KM (5.15 MI) EAST OF WALLER AND IN THE SOUTHWEST CORNER OF A FARM
 BL1989'IMPLEMENT YARD.
 BL1989'OWNERSHIP--FRANK HEGAR, 19930 HEGAR ROAD, HOCKLEY TX 77447, PHONE
 BL1989'409-372-2176.
 BL1989'
 BL1989'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND FARM
 BL1989'ROAD 2920 ON THE EAST SIDE OF WALLER TEXAS.  GO EASTERLY ON FARM
 BL1989'ROAD 2920 FOR 8.3 KM (5.15 MI) TO THE INTERSECTION OF HEGAR ROAD ON
 BL1989'THE RIGHT, TURN RIGHT AND GO SOUTH ON HEGAR ROAD FOR 0.2 KM (0.15
 BL1989'MI) TO THE STATION ON THE LEFT.
 BL1989'
 BL1989'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BL1989'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS
 BL1989'20 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE
 BL1989'WITH A LOGO CAP STAMPED---HGCSD 1 1986---, THE ROD IS
 BL1989'RECESSED 8 CM BELOW THE GROUND.  LOCATED
 BL1989'167.0 METERS (547.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 BL1989'GREEN AND WHITE METAL BARN,
 BL1989'46.0 METERS (150.9 FT) EAST FROM THE CENTERLINE OF HEGAR ROAD,
 BL1989'17.5 METERS (57.4 FT) EAST OF A NORTH-SOUTH BARBED WIRE FENCE LINE,
 BL1989'3.5 METERS (11.5 FT) NORTH OF A EAST-WEST BARBED WIRE FENCE LINE AND
 BL1989'1.0 METER (3.3 FT) WEST OF A CARSONITE WITNESS POST.
 BL1989'
 BL1989'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 BL1989'
 BL1989'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BL1989'
 BL1989'DESCRIBED BY D.R. LOKKEN.
 BL1989
 BL1989                          STATION RECOVERY (1988)
 BL1989
 BL1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BL1989'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED,
 BL1989'WITH THE FOLLOWING CHANGES.
 BL1989'THE STATION IS LOCATED 51.0 M (167.3 FT) SOUTHWEST OF THE SOUTHWEST
 BL1989'CORNER OF A GREEN AND WHITE METAL BUILDING, 14.0 M (45.9 FT) EAST OF
 BL1989'THE CENTERLINE OF HEGAR ROAD, 5.2 M (17.1 FT) EAST OF A NORTH-SOUTH
 BL1989'BARBED WIRE FENCE LINE, 1.0 M (3.3 FT) NORTH OF A EAST-WEST BARBED
 BL1989'WIRE FENCE LINE AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 BL1989
 BL1989                          STATION RECOVERY (1993)
 BL1989
 BL1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BL1989'THE STATION IS LOCATED ABOUT 38 KM (23.60 MI) NORTHWEST OF HOUSTON, 8
 BL1989'KM (4.95 MI) EAST OF WALLER, 5 KM (3.10 MI) NORTHEAST OF HOCKLEY IN
 BL1989'THE SOUTHWEST CORNER OF A FARM IMPLEMENT YARD.  OWNERSHIP--FRANK
 BL1989'HEGAR, 19930 HEGAR ROAD, HOCKLEY, TX 77447.  PHONE 409-372-2176.
 BL1989'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 290 AND FARM ROAD 2920 IN
 BL1989'WALLER, GO NORTH, BECOMING EAST, ON FARM ROAD 2920 FOR 8.1 KM
 BL1989'(5.05 MI) TO THE INTERSECTION OF HEGAR ROAD.  TURN RIGHT, SOUTH, ON
 BL1989'HEGAR ROAD FOR 0.35 KM (0.20 MI) TO THE STATION ON THE LEFT ABOUT 0.1
 BL1989'KM (0.05 MI) SOUTH OF A DOUBLE DRIVEWAY LEADING TO THE FARM.
 BL1989'STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A 2.5
 BL1989'CM GREASE FILLED SLEEVE 6 M (19.7 FT) LONG, ENCASED IN A 12.7 CM PVC
 BL1989'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 BL1989'GROUND. IT IS 50.9 M (167.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER
 BL1989'OF A GREEN AND WHITE METAL BARN, 14.1 M (46.3 FT) EAST FROM THE
 BL1989'CENTER OF HEGAR ROAD, 5.3 M (17.4 FT) EAST FROM A FIBERGLASS
 BL1989'WITNESSPOST IN A NORTH-SOUTH FENCELINE, 1.1 M (3.6 FT) NORTH FROM AN
 BL1989'EAST-WEST FENCELINE, AND 0.3 M (1.0 FT) WEST FROM A FIBERGLASS
 BL1989'WITNESS POST.
 BL1989
 BL1989                          STATION RECOVERY (1994)
 BL1989
 BL1989'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1989'RECOVERED IN GOOD CONDITION.
 BL1989
 BL1989                          STATION RECOVERY (1994)
 BL1989
 BL1989'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 BL1989'RECOVERED AS DESCRIBED.
 BL1989
 BL1989                          STATION RECOVERY (2002)
 BL1989
 BL1989'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 BL1989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5524 ***********************************************************************
 AW5524  DESIGNATION -  HGCSD 10
 AW5524  PID         -  AW5524
 AW5524  STATE/COUNTY-  TX/HARRIS
 AW5524  USGS QUAD   -  CYPRESS (1995)
 AW5524
 AW5524                         *CURRENT SURVEY CONTROL
 AW5524  ___________________________________________________________________
 AW5524* NAD 83(1993)-  29 58 38.46872(N)    095 42 40.22071(W)     ADJUSTED  
 AW5524* NAVD 88     -        45.999  (meters)     150.92   (feet)  ADJUSTED  
 AW5524  ___________________________________________________________________
 AW5524  X           -    -550,264.175 (meters)                     COMP
 AW5524  Y           -  -5,502,079.903 (meters)                     COMP
 AW5524  Z           -   3,168,208.519 (meters)                     COMP
 AW5524  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW5524  ELLIP HEIGHT-          18.45  (meters)          (02/16/96) GPS OBS
 AW5524  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW5524  DYNAMIC HT  -          45.936 (meters)     150.71  (feet)  COMP
 AW5524  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 AW5524
 AW5524  HORZ ORDER  -  FIRST
 AW5524  VERT ORDER  -  FIRST     CLASS II
 AW5524  ELLP ORDER  -  FIFTH     CLASS I
 AW5524
 AW5524.The horizontal coordinates were established by GPS observations
 AW5524.and adjusted by the National Geodetic Survey in February 1996..
 AW5524
 AW5524.The orthometric height was determined by differential leveling
 AW5524.and adjusted by the National Geodetic Survey in June 1991..
 AW5524
 AW5524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5524
 AW5524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5524
 AW5524.The ellipsoidal height was determined by GPS observations
 AW5524.and is referenced to NAD 83.
 AW5524
 AW5524.The geoid height was determined by GEOID03.
 AW5524
 AW5524.The dynamic height is computed by dividing the NAVD 88
 AW5524.geopotential number by the normal gravity value computed on the
 AW5524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5524.degrees latitude (g = 980.6199 gals.).
 AW5524
 AW5524.The modeled gravity was interpolated from observed gravity values.
 AW5524
 AW5524;                    North         East     Units Scale Factor Converg.
 AW5524;SPC TXSC     - 4,242,080.896   917,333.429   MT  0.99992593   +1 36 40.5
 AW5524;SPC TXSC     -13,917,560.41  3,009,618.09   sFT  0.99992593   +1 36 40.5
 AW5524;UTM  15      - 3,319,369.757   238,405.107   MT  1.00044438   -1 21 19.5
 AW5524
 AW5524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5524!SPC TXSC     -   0.99999710  x   0.99992593  =   0.99992303
 AW5524!UTM  15      -   0.99999710  x   1.00044438  =   1.00044148
 AW5524
 AW5524                          SUPERSEDED SURVEY CONTROL
 AW5524
 AW5524  NAD 83(1986)-  29 58 38.48221(N)    095 42 40.20187(W) AD(       ) 1
 AW5524  NAD 27      -  29 58 37.68686(N)    095 42 39.38794(W) AD(       ) 3
 AW5524  NGVD 29 (12/23/87)   45.992  (m)          150.89   (f) ADJUSTED    1 2
 AW5524
 AW5524.Superseded values are not recommended for survey control.
 AW5524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5524.See file dsdata.txt to determine how the superseded data were derived.
 AW5524
 AW5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3840519370(NAD 83)
 AW5524_MARKER: I = METAL ROD
 AW5524_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5524_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5524_STAMPING: HGCSD 10 1986
 AW5524_MARK LOGO: NGS   
 AW5524_PROJECTION: FLUSH
 AW5524_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5524+STABILITY: POSITION/ELEVATION WELL
 AW5524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5524+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1988
 AW5524_ROD/PIPE-DEPTH: 13.1 meters
 AW5524_SLEEVE-DEPTH  : 6.1 meters
 AW5524
 AW5524  HISTORY     - Date     Condition        Report By
 AW5524  HISTORY     - 1986     MONUMENTED       NGS
 AW5524  HISTORY     - 1987     GOOD             NGS
 AW5524  HISTORY     - 1987     GOOD             USPSQD
 AW5524  HISTORY     - 19880420 GOOD             NGS
 AW5524  HISTORY     - 20000510 MARK NOT FOUND   TXDOT
 AW5524
 AW5524                          STATION DESCRIPTION
 AW5524
 AW5524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5524'1.6 KM (1.0 MI) NW FROM CYPRESS.
 AW5524'1.6 KM (1.0 MI) NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION
 AW5524'WITH SPRING-CYPRESS ROAD IN CYPRESS, 29.9 M (98.1 FT) NORTHEAST OF THE
 AW5524'CENTERLINE OF THE WEST BOUND LANE OF THE HIGHWAY, 28.5 M (93.5 FT)
 AW5524'SOUTHEAST OF THE CENTER OF CYPRESS CHASE BOULEVARD, AND 9.2 M (30.2
 AW5524'FT) SOUTH OF UTILITY POLE NUMBER 102469.  NOTE--ACCESS TO DATUM POINT
 AW5524'IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5524'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AW5524
 AW5524                          STATION RECOVERY (1987)
 AW5524
 AW5524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5524'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI)
 AW5524'NORTHWEST OF HOUSTON, 25.7 KM (16.0 MI) NORTH-NORTHEAST OF KATY,
 AW5524'16.1 KM (10.0 MI) SOUTHEAST OF HOCKLEY, 1.3 KM (0.8 MI) NORTHWEST
 AW5524'OF CYPRESS AND ON HIGHWAY RIGHT-OF-WAY.
 AW5524'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN TX
 AW5524'78701, PHONE 512-465-7337.
 AW5524'
 AW5524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND
 AW5524'CYPRESS-ROSEHILL ROAD IN CYPRESS.  GO NORTHWEST ON U.S. HIGHWAY 290
 AW5524'FOR 1.3 KM (0.8 MI) TO CYPRESS-CHASE BOULEVARD AND THE STATION ON
 AW5524'THE RIGHT.
 AW5524'
 AW5524'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5524'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5524'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5524'LOGO CAP STAMPED---HGCSD 10 1986---, THE ROD IS RECESSED 10 CM
 AW5524'BELOW THE GROUND.  LOCATED
 AW5524'29.7 METERS (97.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 AW5524'WESTBOUND LANE OF U.S. HIGHWAY 290,
 AW5524'28.5 METERS (93.5 FT) WEST-NORTHWEST FROM THE CENTER OF
 AW5524'CYPRESS-CHASE BOULEVARD,
 AW5524'9.3 METERS (30.4 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE NUMBER
 AW5524'102469 AND
 AW5524'0.2 METERS (0.8 FT) SOUTH-SOUTHWEST FROM A CARSONITE WITNESS POST.
 AW5524'
 AW5524'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5524'
 AW5524'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5524'
 AW5524'DESCRIBED BY P.C. OSLEY.
 AW5524
 AW5524                          STATION RECOVERY (1987)
 AW5524
 AW5524'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW5524'RECOVERED IN GOOD CONDITION.
 AW5524
 AW5524                          STATION RECOVERY (1988)
 AW5524
 AW5524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AW5524'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AW5524'RECOVERED BY R.D.B.
 AW5524
 AW5524                          STATION RECOVERY (2000)
 AW5524
 AW5524'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (JCP)
 AW5524'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7496 ***********************************************************************
 AB7496  HT_MOD      -  This is a Height Modernization Survey Station.
 AB7496  DESIGNATION -  HGCSD 10 RESET
 AB7496  PID         -  AB7496
 AB7496  STATE/COUNTY-  TX/HARRIS
 AB7496  USGS QUAD   -  CYPRESS (1995)
 AB7496
 AB7496                         *CURRENT SURVEY CONTROL
 AB7496  ___________________________________________________________________
 AB7496* NAD 83(1993)-  29 58 27.71730(N)    095 42 17.29745(W)     ADJUSTED  
 AB7496* NAVD 88     -        45.49   (meters)     149.2    (feet)  GPS OBS   
 AB7496  ___________________________________________________________________
 AB7496  X           -    -549,669.099 (meters)                     COMP
 AB7496  Y           -  -5,502,305.208 (meters)                     COMP
 AB7496  Z           -   3,167,921.507 (meters)                     COMP
 AB7496  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AB7496  ELLIP HEIGHT-          17.98  (meters)          (12/03/01) GPS OBS
 AB7496  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AB7496
 AB7496  HORZ ORDER  -  FIRST
 AB7496  ELLP ORDER  -  FOURTH    CLASS II
 AB7496
 AB7496.The horizontal coordinates were established by GPS observations
 AB7496.and adjusted by the National Geodetic Survey in December 2001..
 AB7496
 AB7496.The orthometric height was determined by GPS observations and a
 AB7496.high-resolution geoid model using precise GPS observation and
 AB7496.processing techniques.
 AB7496
 AB7496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7496
 AB7496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7496
 AB7496.The ellipsoidal height was determined by GPS observations
 AB7496.and is referenced to NAD 83.
 AB7496
 AB7496.The geoid height was determined by GEOID03.
 AB7496
 AB7496;                    North         East     Units Scale Factor Converg.
 AB7496;SPC TXSC     - 4,241,767.286   917,956.989   MT  0.99992535   +1 36 51.7
 AB7496;SPC TXSC     -13,916,531.50  3,011,663.89   sFT  0.99992535   +1 36 51.7
 AB7496;UTM  15      - 3,319,024.117   239,011.915   MT  1.00044047   -1 21 07.6
 AB7496
 AB7496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7496!SPC TXSC     -   0.99999718  x   0.99992535  =   0.99992253
 AB7496!UTM  15      -   0.99999718  x   1.00044047  =   1.00043764
 AB7496
 AB7496                          SUPERSEDED SURVEY CONTROL
 AB7496
 AB7496  ELLIP H (10/25/00)   18.04   (m)                       GP(       ) 4 1
 AB7496  NAD 83(1993)-  29 58 27.71797(N)    095 42 17.29694(W) AD(       ) 1
 AB7496  ELLIP H (10/17/96)   18.16   (m)                       GP(       ) 3 1
 AB7496
 AB7496.Superseded values are not recommended for survey control.
 AB7496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7496.See file dsdata.txt to determine how the superseded data were derived.
 AB7496
 AB7496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3901219024(NAD 83)
 AB7496_MARKER: I = METAL ROD
 AB7496_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7496_STAMPING: HGCSD 10 RESET 1995
 AB7496_MARK LOGO: NGS   
 AB7496_PROJECTION: FLUSH
 AB7496_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB7496+STABILITY: POSITION/ELEVATION WELL
 AB7496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7496+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7496_ROD/PIPE-DEPTH: 14.3 meters
 AB7496_SLEEVE-DEPTH  : 3.2 meters
 AB7496
 AB7496  HISTORY     - Date     Condition        Report By
 AB7496  HISTORY     - 1995     MONUMENTED       HGCSD
 AB7496
 AB7496                          STATION DESCRIPTION
 AB7496
 AB7496'DESCRIBED BY HARRIS-GALV CO DIST 1995 (JCH)
 AB7496'FROM INTERSECTION OF HWY 290 AND HEGAR RD IN HOCKLEY,SOUTHEAST ALONG
 AB7496'290 FOR 9 MILES  (14.5 KM) MARK IS IN THE LARGE GRASS AREA BETWEEN 290
 AB7496'FEEDER AND OLD HEMPSTEAD RD  THIS IS A TRIANGULAR AREA WITH A 12FOOT
 AB7496'BY 12FOOT CONCRETE PAD SUROUNDING A 30 BY 30 INCH DRAIN  MARK IS THREE
 AB7496'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE PAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5511 ***********************************************************************
 AW5511  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5511  DESIGNATION -  HGCSD 11
 AW5511  PID         -  AW5511
 AW5511  STATE/COUNTY-  TX/HARRIS
 AW5511  USGS QUAD   -  SATSUMA (1982)
 AW5511
 AW5511                         *CURRENT SURVEY CONTROL
 AW5511  ___________________________________________________________________
 AW5511* NAD 83(1993)-  29 57 58.14333(N)    095 32 22.42912(W)     ADJUSTED  
 AW5511* NAVD 88     -        36.96   (meters)     121.3    (feet)  GPS OBS   
 AW5511  ___________________________________________________________________
 AW5511  X           -    -533,841.375 (meters)                     COMP
 AW5511  Y           -  -5,504,313.050 (meters)                     COMP
 AW5511  Z           -   3,167,128.389 (meters)                     COMP
 AW5511  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW5511  ELLIP HEIGHT-           9.50  (meters)          (12/03/01) GPS OBS
 AW5511  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW5511  DYNAMIC HT  -          36.91  (meters)     121.1   (feet)  COMP
 AW5511  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 AW5511
 AW5511  HORZ ORDER  -  FIRST
 AW5511  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5511  ELLP ORDER  -  FOURTH    CLASS II
 AW5511
 AW5511.The horizontal coordinates were established by GPS observations
 AW5511.and adjusted by the National Geodetic Survey in December 2001..
 AW5511
 AW5511.The orthometric height was determined by GPS observations and a
 AW5511.high-resolution geoid model using precise GPS observation and
 AW5511.processing techniques. It supersedes the leveled height previously
 AW5511.determined for this station.
 AW5511.WARNING-GPS observations at this control monument resulted in a GPS
 AW5511.derived orthometric height which differed from the leveled height by
 AW5511.more than one decimeter (0.1 meter).
 AW5511.The vertical order pertains to the first NAVD 88 superseded value.
 AW5511
 AW5511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5511
 AW5511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5511
 AW5511.The ellipsoidal height was determined by GPS observations
 AW5511.and is referenced to NAD 83.
 AW5511
 AW5511.The geoid height was determined by GEOID03.
 AW5511
 AW5511.The dynamic height is computed by dividing the NAVD 88
 AW5511.geopotential number by the normal gravity value computed on the
 AW5511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5511.degrees latitude (g = 980.6199 gals.).
 AW5511
 AW5511.The modeled gravity was interpolated from observed gravity values.
 AW5511
 AW5511;                    North         East     Units Scale Factor Converg.
 AW5511;SPC TXSC     - 4,241,317.611   933,923.691   MT  0.99992376   +1 41 43.1
 AW5511;SPC TXSC     -13,915,056.20  3,064,047.98   sFT  0.99992376   +1 41 43.1
 AW5511;UTM  15      - 3,317,748.433   254,941.387   MT  1.00034099   -1 16 08.8
 AW5511
 AW5511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5511!SPC TXSC     -   0.99999851  x   0.99992376  =   0.99992227
 AW5511!UTM  15      -   0.99999851  x   1.00034099  =   1.00033950
 AW5511
 AW5511                          SUPERSEDED SURVEY CONTROL
 AW5511
 AW5511  ELLIP H (10/25/00)    9.75   (m)                       GP(       ) 4 1
 AW5511  NAD 83(1993)-  29 57 58.14448(N)    095 32 22.42842(W) AD(       ) 1
 AW5511  ELLIP H (10/17/96)    9.87   (m)                       GP(       ) 3 1
 AW5511  NAD 83(1993)-  29 57 58.14444(N)    095 32 22.42873(W) AD(       ) 1
 AW5511  ELLIP H (02/16/96)   10.08   (m)                       GP(       ) 5 1
 AW5511  NAD 83(1986)-  29 57 58.15893(N)    095 32 22.41011(W) AD(       ) 1
 AW5511  NAVD 88 (06/15/91)   37.566  (m)          123.25   (f) ADJUSTED    1 2
 AW5511  NGVD 29 (12/23/87)   37.560  (m)          123.23   (f) ADJUSTED    1 2
 AW5511
 AW5511.Superseded values are not recommended for survey control.
 AW5511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5511.See file dsdata.txt to determine how the superseded data were derived.
 AW5511
 AW5511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5494117748(NAD 83)
 AW5511_MARKER: I = METAL ROD
 AW5511_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5511_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5511_STAMPING: HGCSD 11 1986
 AW5511_MARK LOGO: NGS   
 AW5511_PROJECTION: FLUSH
 AW5511_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5511+STABILITY: POSITION/ELEVATION WELL
 AW5511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5511+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2004
 AW5511_ROD/PIPE-DEPTH: 8.5  meters
 AW5511_SLEEVE-DEPTH  : 6.1 meters
 AW5511
 AW5511  HISTORY     - Date     Condition        Report By
 AW5511  HISTORY     - 1986     MONUMENTED       NGS
 AW5511  HISTORY     - 1987     GOOD             NGS
 AW5511  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW5511  HISTORY     - 19950403 GOOD             HGCSD
 AW5511  HISTORY     - 20041230 GOOD             INDIV
 AW5511
 AW5511                          STATION DESCRIPTION
 AW5511
 AW5511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5511'16.3 KM (10.1 MI) SE FROM TOMBALL.
 AW5511'16.1 KM (10.0 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 AW5511'FROM THE STATION IN TOMBALL, THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG
 AW5511'FARM ROAD 1960, 44.7 M (146.7 FT) NORTHWEST OF THE NORTHWEST CURB OF
 AW5511'THE ROAD, 30.7 M (100.7 FT) NORTHWEST OF THE NORTHWEST FACE OF A
 AW5511'GRANITE WALL, AND 9.9 M (32.5 FT) NORTHEAST OF THE NORTHEAST CURB OF A
 AW5511'PAVED ROAD LEADING NORTHWEST.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5511'THROUGH A 5-INCH LOGO CAP.
 AW5511'THE MARK IS 0.5 M ABOVE FARM ROAD 1960.
 AW5511
 AW5511                          STATION RECOVERY (1987)
 AW5511
 AW5511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5511'THE STATION IS LOCATED ABOUT 28.2 KM (17.5 MI)
 AW5511'NORTHWEST OF HOUSTON, 16.1 KM (10.0 MI) EAST OF CYPRESS AND 12.1 KM
 AW5511'(7.5 MI) SOUTHWEST OF WESTFIELD.
 AW5511'OWNERSHIP--UNKNOWN.
 AW5511'
 AW5511'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROAD 1960 AND
 AW5511'FARM ROAD 149, WHICH IS ABOUT 27.4 KM (17.0 MI) NORTHWEST OF
 AW5511'HOUSTON, GO NORTHEAST ON FARM ROAD 1960 FOR 1.0 KM (0.6 MI) TO A
 AW5511'SIDE ROAD LEFT, TURN LEFT, ON BRETON RIDGE ROAD FOR ABOUT 30.5
 AW5511'METERS (100 FT) TO THE STATION ON THE RIGHT.
 AW5511'
 AW5511'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5511'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5511'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5511'LOGO CAP STAMPED---HGCSD 11 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5511'THE GROUND.  LOCATED
 AW5511'35.4 METERS (116.0 FT) NORTHEAST FROM A FIRE HYDRANT THAT IS ACROSS
 AW5511'BRETON RIDGE ROAD,
 AW5511'30.8 METERS (101.0 FT) NORTHWEST FROM A RED GRANITE WALL AND
 AW5511'9.9 METERS (32.6 FT) NORTHEAST FROM THE NORTHEAST CURB OF BRETON
 AW5511'RIDGE ROAD.
 AW5511'
 AW5511'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5511'
 AW5511'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5511'
 AW5511'DESCRIBED BY P.C. OSLEY.
 AW5511
 AW5511                          STATION RECOVERY (1995)
 AW5511
 AW5511'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5511'MARK NOT FOUND.
 AW5511
 AW5511                          STATION RECOVERY (1995)
 AW5511
 AW5511'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW5511'RECOVERED AS DESCRIBED.  ADD 3FT SW OF PARKING LOT FOR TACO CABANA
 AW5511'ADD 62FT.  SE OF THE SOUTH EAST CORNER OF A BRICK SIGN FOR 7440 FM
 AW5511'1960  ADD MARK IS NOW 1 FOOT (0.3 M) BELOW THE GROUND
 AW5511
 AW5511                          STATION RECOVERY (2004)
 AW5511
 AW5511'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDH)
 AW5511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5631 ***********************************************************************
 AW5631  DESIGNATION -  HGCSD 12
 AW5631  PID         -  AW5631
 AW5631  STATE/COUNTY-  TX/HARRIS
 AW5631  USGS QUAD   -  ALDINE (1995)
 AW5631
 AW5631                         *CURRENT SURVEY CONTROL
 AW5631  ___________________________________________________________________
 AW5631* NAD 83(1993)-  29 56 26.31717(N)    095 24 56.60569(W)     ADJUSTED  
 AW5631* NAVD 88     -        26.813  (meters)      87.97   (feet)  ADJUSTED  
 AW5631  ___________________________________________________________________
 AW5631  X           -    -522,075.462 (meters)                     COMP
 AW5631  Y           -  -5,506,850.791 (meters)                     COMP
 AW5631  Z           -   3,164,673.483 (meters)                     COMP
 AW5631  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW5631  ELLIP HEIGHT-          -0.61  (meters)          (02/16/96) GPS OBS
 AW5631  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW5631  DYNAMIC HT  -          26.777 (meters)      87.85  (feet)  COMP
 AW5631  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 AW5631
 AW5631  HORZ ORDER  -  FIRST
 AW5631  VERT ORDER  -  FIRST     CLASS II
 AW5631  ELLP ORDER  -  FIFTH     CLASS I
 AW5631
 AW5631.The horizontal coordinates were established by GPS observations
 AW5631.and adjusted by the National Geodetic Survey in February 1996..
 AW5631
 AW5631.The orthometric height was determined by differential leveling
 AW5631.and adjusted by the National Geodetic Survey in June 1991..
 AW5631
 AW5631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5631
 AW5631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5631
 AW5631.The ellipsoidal height was determined by GPS observations
 AW5631.and is referenced to NAD 83.
 AW5631
 AW5631.The geoid height was determined by GEOID03.
 AW5631
 AW5631.The dynamic height is computed by dividing the NAVD 88
 AW5631.geopotential number by the normal gravity value computed on the
 AW5631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5631.degrees latitude (g = 980.6199 gals.).
 AW5631
 AW5631.The modeled gravity was interpolated from observed gravity values.
 AW5631
 AW5631;                    North         East     Units Scale Factor Converg.
 AW5631;SPC TXSC     - 4,238,851.556   945,956.894   MT  0.99991896   +1 45 21.5
 AW5631;SPC TXSC     -13,906,965.48  3,103,526.91   sFT  0.99991896   +1 45 21.5
 AW5631;UTM  15      - 3,314,662.416   266,835.582   MT  1.00027080   -1 12 22.5
 AW5631
 AW5631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5631!SPC TXSC     -   1.00000010  x   0.99991896  =   0.99991906
 AW5631!UTM  15      -   1.00000010  x   1.00027080  =   1.00027090
 AW5631
 AW5631                          SUPERSEDED SURVEY CONTROL
 AW5631
 AW5631  NAD 83(1986)-  29 56 26.33134(N)    095 24 56.58682(W) AD(       ) 1
 AW5631  NGVD 29 (12/23/87)   26.810  (m)           87.96   (f) ADJUSTED    1 2
 AW5631
 AW5631.Superseded values are not recommended for survey control.
 AW5631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5631.See file dsdata.txt to determine how the superseded data were derived.
 AW5631
 AW5631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6683614662(NAD 83)
 AW5631_MARKER: I = METAL ROD
 AW5631_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5631_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5631_STAMPING: HGCSD 12 1986
 AW5631_MARK LOGO: NGS   
 AW5631_PROJECTION: FLUSH
 AW5631_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5631+STABILITY: POSITION/ELEVATION WELL
 AW5631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5631+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AW5631_ROD/PIPE-DEPTH: 8.8  meters
 AW5631_SLEEVE-DEPTH  : 6.1 meters
 AW5631
 AW5631  HISTORY     - Date     Condition        Report By
 AW5631  HISTORY     - 1986     MONUMENTED       NGS
 AW5631  HISTORY     - 1987     GOOD             NGS
 AW5631  HISTORY     - 19960204 MARK NOT FOUND   NGS
 AW5631
 AW5631                          STATION DESCRIPTION
 AW5631
 AW5631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5631'6.6 KM (4.1 MI) NW FROM ALDINE.
 AW5631'5.4 KM (3.35 MI) WESTERLY ALONG FARM ROAD 525 FROM THE HIGH SCHOOL IN
 AW5631'ALDINE, THENCE 1.0 KM (0.6 MI) NORTH ALONG INTERSTATE HIGHWAY 45 EAST
 AW5631'FRONTAGE ROAD, THENCE 0.2 KM (0.1 MI) WEST ALONG NORTH BELT, 39.7 M
 AW5631'(130.2 FT) NORTH OF THE NORTH EDGE OF THE EAST BOUND LANES OF NORTH
 AW5631'BELT, 29.0 M (95.1 FT) SOUTH OF THE SOUTH EDGE OF THE WEST BOUND
 AW5631'LANES, AND 0.7 M (2.3 FT) NORTH OF BENCH MARK N 9 TXHD.  NOTE--ACCESS
 AW5631'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5631'THE MARK IS 1.0 METERS  N FROM  A WITNESS POST
 AW5631'THE MARK IS ABOVE LEVEL WITH NORTH BELT.
 AW5631
 AW5631                          STATION RECOVERY (1987)
 AW5631
 AW5631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5631'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI)
 AW5631'NORTH-NORTHWEST OF HOUSTON, 17.7 KM (11.0 MI) SOUTHWEST OF HUMBLE,
 AW5631'8.9 KM (5.5 MI) SOUTH OF WESTFIELD AND ON HIGHWAY RIGHT-OF-WAY.
 AW5631'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN TX
 AW5631'78701, PHONE 512-465-7337.
 AW5631'
 AW5631'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 45
 AW5631'AND BELTWAY 8, WHICH IS ABOUT 18.5 KM (11.5 MI) NORTH-NORTHWEST OF
 AW5631'HOUSTON, GO WEST ON BELTWAY 8 FOR 0.2 KM (0.1 MI) TO THE STATION ON
 AW5631'THE LEFT BETWEEN THE EAST AND WEST BOUND LANES OF THE BELTWAY.
 AW5631'
 AW5631'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5631'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5631'LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5631'LOGO CAP STAMPED---HGCSD 12 1986---, THE ROD IS RECESSED 10 CM
 AW5631'BELOW THE GROUND.  LOCATED
 AW5631'47.9 METERS (157.0 FT) NORTH FROM THE CENTER OF THE EAST BOUND LANE
 AW5631'OF THE BELTWAY,
 AW5631'37.5 METERS (123.0 FT) SOUTH FROM THE CENTER OF THE WEST BOUND LANE
 AW5631'OF THE BELTWAY AND
 AW5631'1.0 METERS (3.3 FT) NORTH FROM A CARSONITE WITNESS POST.
 AW5631'
 AW5631'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5631'
 AW5631'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5631'
 AW5631'DESCRIBED BY P.C. OSLEY.
 AW5631
 AW5631                          STATION RECOVERY (1996)
 AW5631
 AW5631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5631'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 AW5631'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7074 ***********************************************************************
 AW7074  DESIGNATION -  HGCSD 12 A
 AW7074  PID         -  AW7074
 AW7074  STATE/COUNTY-  TX/HARRIS
 AW7074  USGS QUAD   -  ALDINE (1995)
 AW7074
 AW7074                         *CURRENT SURVEY CONTROL
 AW7074  ___________________________________________________________________
 AW7074* NAD 83(1986)-  29 56 25.     (N)    095 24 54.     (W)     SCALED    
 AW7074* NAVD 88     -        26.83   (meters)      88.0    (feet)  RESET     
 AW7074  ___________________________________________________________________
 AW7074  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW7074
 AW7074  VERT ORDER  -  THIRD
 AW7074
 AW7074.The horizontal coordinates were scaled from a topographic map and have
 AW7074.an estimated accuracy of +/- 6 seconds.
 AW7074
 AW7074.The orthometric height was computed from unverified reset data.
 AW7074
 AW7074.The geoid height was determined by GEOID03.
 AW7074
 AW7074;                    North         East    Units  Estimated Accuracy
 AW7074;SPC TXSC     - 4,238,810.      946,030.      MT  (+/- 180 meters Scaled)
 AW7074
 AW7074                          SUPERSEDED SURVEY CONTROL
 AW7074
 AW7074  NGVD 29 (01/29/03)   26.83   (m)           88.0    (f) RESET       3  
 AW7074
 AW7074.Superseded values are not recommended for survey control.
 AW7074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7074.See file dsdata.txt to determine how the superseded data were derived.
 AW7074
 AW7074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP669146(NAD 83)
 AW7074_MARKER: I = METAL ROD
 AW7074_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW7074_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW7074_STAMPING: HGCSD 12A 1989
 AW7074_MARK LOGO: NGS   
 AW7074_PROJECTION: FLUSH
 AW7074_MAGNETIC: I = MARKER IS A STEEL ROD
 AW7074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW7074+STABILITY: POSITION/ELEVATION WELL
 AW7074_ROD/PIPE-DEPTH: 8.4  meters
 AW7074_SLEEVE-DEPTH  : 1.0 meters
 AW7074
 AW7074  HISTORY     - Date     Condition        Report By
 AW7074  HISTORY     - 1989     MONUMENTED       LOCSUR
 AW7074
 AW7074                          STATION DESCRIPTION
 AW7074
 AW7074'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989
 AW7074'LOCATED ABOUT 18.5 KM (11.50 MI) NORTH-NORTHWEST OF HOUSTON, 17.7 KM
 AW7074'(11.00 MI) SOUTHWEST OF HUMBLE, 8.9 KM (5.55 MI) SOUTH OF WESTFIELD
 AW7074'AND 3.5 KM (2.15 MI) WEST OF INTERSTATE HIGHWAY 45, FROM THE
 AW7074'INTERSECTION OF INTERSTATE HIGHWAY 45 AND BELTWAY 8, WHICH IS ABOUT
 AW7074'18.5 KM (11.50 MI) NORTH-NORTHWEST OF HOUSTON, GO WEST ON BELTWAY 8
 AW7074'FOR 0.56 KM (0.35 MI) THEN TURN LEFT, SOUTH, CROSSING THE MEDIAN, AND
 AW7074'THE EAST BOUND LANES OF BELTWAY 8 TO THE STATION AT THE EAST END OF A
 AW7074'CULVERT SOUTH OF THE EAST BOUND LANES OF BELTWAY 8, MARK IS DRIVEN
 AW7074'FLUSH WITH GROUND SURFACE, 8.9 M (29.2 FT) SOUTH OF THE BELTWAY CURB,
 AW7074'25.3 M (83.0 FT) EAST-SOUTHEAST OF A ALUMINUM STREET LIGHT, 34 M
 AW7074'(111.5 FT) WEST-SOUTHWEST OF A ALUMINUM STREET LIGHT, 0.9 M (3.0 FT)
 AW7074'EAST OF THE EAST END OF A CULVERT HEADWALL WITH A CARSONITE WITNESS
 AW7074'POST, 5.5 M (18.0 FT) WEST OF THE CENTER OF A DIM TRACK ROAD LEADING
 AW7074'SOUTH TO THE POWER LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7497 ***********************************************************************
 AB7497  HT_MOD      -  This is a Height Modernization Survey Station.
 AB7497  DESIGNATION -  HGCSD 12 RESET
 AB7497  PID         -  AB7497
 AB7497  STATE/COUNTY-  TX/HARRIS
 AB7497  USGS QUAD   -  ALDINE (1995)
 AB7497
 AB7497                         *CURRENT SURVEY CONTROL
 AB7497  ___________________________________________________________________
 AB7497* NAD 83(1993)-  29 56 24.01990(N)    095 25 40.41886(W)     ADJUSTED  
 AB7497* NAVD 88     -        27.39   (meters)      89.9    (feet)  GPS OBS   
 AB7497  ___________________________________________________________________
 AB7497  X           -    -523,248.561 (meters)                     COMP
 AB7497  Y           -  -5,506,775.427 (meters)                     COMP
 AB7497  Z           -   3,164,612.480 (meters)                     COMP
 AB7497  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AB7497  ELLIP HEIGHT-          -0.02  (meters)          (12/03/01) GPS OBS
 AB7497  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AB7497
 AB7497  HORZ ORDER  -  FIRST
 AB7497  ELLP ORDER  -  FOURTH    CLASS II
 AB7497
 AB7497.The horizontal coordinates were established by GPS observations
 AB7497.and adjusted by the National Geodetic Survey in December 2001..
 AB7497
 AB7497.The orthometric height was determined by GPS observations and a
 AB7497.high-resolution geoid model using precise GPS observation and
 AB7497.processing techniques.
 AB7497
 AB7497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7497
 AB7497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7497
 AB7497.The ellipsoidal height was determined by GPS observations
 AB7497.and is referenced to NAD 83.
 AB7497
 AB7497.The geoid height was determined by GEOID03.
 AB7497
 AB7497;                    North         East     Units Scale Factor Converg.
 AB7497;SPC TXSC     - 4,238,744.917   944,784.731   MT  0.99991885   +1 45 00.1
 AB7497;SPC TXSC     -13,906,615.62  3,099,681.24   sFT  0.99991885   +1 45 00.1
 AB7497;UTM  15      - 3,314,616.478   265,659.057   MT  1.00027759   -1 12 44.3
 AB7497
 AB7497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7497!SPC TXSC     -   1.00000000  x   0.99991885  =   0.99991885
 AB7497!UTM  15      -   1.00000000  x   1.00027759  =   1.00027759
 AB7497
 AB7497                          SUPERSEDED SURVEY CONTROL
 AB7497
 AB7497  ELLIP H (10/25/00)    0.16   (m)                       GP(       ) 4 1
 AB7497  NAD 83(1993)-  29 56 24.02052(N)    095 25 40.41762(W) AD(       ) 1
 AB7497  ELLIP H (10/17/96)    0.29   (m)                       GP(       ) 3 1
 AB7497
 AB7497.Superseded values are not recommended for survey control.
 AB7497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7497.See file dsdata.txt to determine how the superseded data were derived.
 AB7497
 AB7497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6565914616(NAD 83)
 AB7497_MARKER: I = METAL ROD
 AB7497_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7497_STAMPING: HGCSD 12 RESET 1995
 AB7497_MARK LOGO: NGS   
 AB7497_PROJECTION: FLUSH
 AB7497_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB7497+STABILITY: POSITION/ELEVATION WELL
 AB7497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7497+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2004
 AB7497_ROD/PIPE-DEPTH: 7    meters
 AB7497_SLEEVE-DEPTH  : 3.2 meters
 AB7497
 AB7497  HISTORY     - Date     Condition        Report By
 AB7497  HISTORY     - 1995     MONUMENTED       HGCSD
 AB7497  HISTORY     - 20041228 GOOD             INDIV
 AB7497
 AB7497                          STATION DESCRIPTION
 AB7497
 AB7497'DESCRIBED BY HARRIS-GALV CO DIST 1995 (JCH)
 AB7497'FROM THE INTERSECTION OF I45 AND SAM HOUSTON TOLL WAY .9 MILES  (1.4
 AB7497'KM) WEST ON THE WESTBOUND FEEDER OF THE TOLL WAY TO GREEN BEND  NORTH
 AB7497'ON GREEN BEND TO THE CROSS OVER  MARK IS IN THE GRASS 3 FEET (0.9 M)
 AB7497'SOUTH OF THE CROSS OVER BETWEEN THE NORTH AND SOUTH BOUND LANES OF
 AB7497'GREEN BEND
 AB7497
 AB7497                          STATION RECOVERY (2004)
 AB7497
 AB7497'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDH)
 AB7497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5634 ***********************************************************************
 AW5634  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5634  DESIGNATION -  HGCSD 13
 AW5634  PID         -  AW5634
 AW5634  STATE/COUNTY-  TX/HARRIS
 AW5634  USGS QUAD   -  HUMBLE (1995)
 AW5634
 AW5634                         *CURRENT SURVEY CONTROL
 AW5634  ___________________________________________________________________
 AW5634* NAD 83(1993)-  29 55 50.88326(N)    095 18 09.77552(W)     ADJUSTED  
 AW5634* NAVD 88     -        21.41   (meters)      70.2    (feet)  GPS OBS   
 AW5634  ___________________________________________________________________
 AW5634  X           -    -511,262.811 (meters)                     COMP
 AW5634  Y           -  -5,508,407.381 (meters)                     COMP
 AW5634  Z           -   3,163,725.322 (meters)                     COMP
 AW5634  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW5634  ELLIP HEIGHT-          -5.91  (meters)          (02/14/02) GPS OBS
 AW5634  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW5634  DYNAMIC HT  -          21.38  (meters)      70.1   (feet)  COMP
 AW5634  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 AW5634
 AW5634  HORZ ORDER  -  FIRST
 AW5634  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5634  ELLP ORDER  -  FOURTH    CLASS II
 AW5634
 AW5634.The horizontal coordinates were established by GPS observations
 AW5634.and adjusted by the National Geodetic Survey in December 2001..
 AW5634
 AW5634.The orthometric height was determined by GPS observations and a
 AW5634.high-resolution geoid model using precise GPS observation and
 AW5634.processing techniques. It supersedes the leveled height previously
 AW5634.determined for this station.
 AW5634.The vertical order pertains to the first NAVD 88 superseded value.
 AW5634
 AW5634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5634
 AW5634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5634
 AW5634.The ellipsoidal height was determined by GPS observations
 AW5634.and is referenced to NAD 83.
 AW5634
 AW5634.The geoid height was determined by GEOID03.
 AW5634
 AW5634.The dynamic height is computed by dividing the NAVD 88
 AW5634.geopotential number by the normal gravity value computed on the
 AW5634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5634.degrees latitude (g = 980.6199 gals.).
 AW5634
 AW5634.The modeled gravity was interpolated from observed gravity values.
 AW5634
 AW5634;                    North         East     Units Scale Factor Converg.
 AW5634;SPC TXSC     - 4,238,100.670   956,895.449   MT  0.99991717   +1 48 40.8
 AW5634;SPC TXSC     -13,904,501.95  3,139,414.49   sFT  0.99991717   +1 48 40.8
 AW5634;UTM  15      - 3,313,346.972   277,724.239   MT  1.00020961   -1 08 57.9
 AW5634
 AW5634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5634!SPC TXSC     -   1.00000093  x   0.99991717  =   0.99991810
 AW5634!UTM  15      -   1.00000093  x   1.00020961  =   1.00021054
 AW5634
 AW5634                          SUPERSEDED SURVEY CONTROL
 AW5634
 AW5634  ELLIP H (12/03/01)   -5.96   (m)                       GP(       ) 4 2
 AW5634  ELLIP H (10/25/00)   -5.87   (m)                       GP(       ) 4 1
 AW5634  NAD 83(1993)-  29 55 50.88356(N)    095 18 09.77455(W) AD(       ) 1
 AW5634  ELLIP H (10/17/96)   -5.74   (m)                       GP(       ) 3 1
 AW5634  NAD 83(1993)-  29 55 50.88398(N)    095 18 09.77459(W) AD(       ) 1
 AW5634  ELLIP H (02/16/96)   -5.76   (m)                       GP(       ) 5 1
 AW5634  NAD 83(1986)-  29 55 50.89756(N)    095 18 09.75586(W) AD(       ) 1
 AW5634  NAVD 88 (07/26/02)   21.461  (m)           70.41   (f) ADJUSTED    1 2
 AW5634  NAVD 88 (04/12/01)   21.677  (m)           71.12   (f) UNKNOWN     1 2
 AW5634  NAVD 88 (06/15/91)   21.664  (m)           71.08   (f) UNKNOWN     1 2
 AW5634  NGVD 29 (12/23/87)   21.662  (m)           71.07   (f) ADJUSTED    1 2
 AW5634
 AW5634.Superseded values are not recommended for survey control.
 AW5634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5634.See file dsdata.txt to determine how the superseded data were derived.
 AW5634
 AW5634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7772413347(NAD 83)
 AW5634_MARKER: I = METAL ROD
 AW5634_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5634_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5634_STAMPING: HGCSD 13 1986
 AW5634_MARK LOGO: NGS   
 AW5634_PROJECTION: RECESSED 6 CENTIMETERS
 AW5634_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5634+STABILITY: POSITION/ELEVATION WELL
 AW5634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5634+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AW5634_ROD/PIPE-DEPTH: 9.4  meters
 AW5634_SLEEVE-DEPTH  : 6.1 meters
 AW5634
 AW5634  HISTORY     - Date     Condition        Report By
 AW5634  HISTORY     - 1986     MONUMENTED       NGS
 AW5634  HISTORY     - 1987     GOOD             NGS
 AW5634  HISTORY     - 19921026 GOOD             NOS
 AW5634  HISTORY     - 19941009 GOOD             NGS
 AW5634  HISTORY     - 19950403 GOOD             HGCSD
 AW5634  HISTORY     - 19960204 GOOD             NGS
 AW5634  HISTORY     - 20040329 GOOD             USPSQD
 AW5634  HISTORY     - 20051015 GOOD             USPSQD
 AW5634
 AW5634                          STATION DESCRIPTION
 AW5634
 AW5634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5634'5.0 KM (3.1 MI) EAST FROM ALDINE.
 AW5634'5.0 KM (3.1 MI) EASTERLY ALONG FARM ROAD 525 FROM THE HIGH SCHOOL IN
 AW5634'ALDINE, 31.0 M (101.7 FT) EAST OF THE CENTERLINE OF LEE ROAD, 21.8 M
 AW5634'(71.5 FT) NORTH OF THE CENTERLINE OF ALDINE-BENDER ROAD (FARM ROAD
 AW5634'525), 15.6 M (51.2 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A BUILDING
 AW5634'AT 14606 LEE ROAD, 14.3 M (46.9 FT) WEST-SOUTHWEST OF THE NORTHWEST
 AW5634'CORNER OF THE BUILDING, 1.7 M (5.6 FT) NORTHWEST OF THE SOUTHWEST
 AW5634'CORNER OF A CONCRETE PARKING LOT, AND 1.2 M (3.9 FT) WEST OF THE WEST
 AW5634'EDGE OF THE PARKING LOT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5634'5-INCH LOGO CAP.
 AW5634'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 AW5634
 AW5634                          STATION RECOVERY (1987)
 AW5634
 AW5634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5634'THE STATION IS LOCATED ABOUT 20.1 KM (12.5 MI)
 AW5634'NORTH OF HOUSTON, 20.1 KM (12.5 MI) WEST-NORTHWEST OF SHELDON,
 AW5634'8.9 KM (5.5 MI) SOUTHWEST OF HUMBLE AND ON PROPERTY OF A MEDICAL
 AW5634'CLINIC.
 AW5634'OWNERSHIP--DR JOHN JOHNSON, 14606 LEE RD, HUMBLE TX 77396, PHONE
 AW5634'713-441-2125.
 AW5634'
 AW5634'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND FARM
 AW5634'ROAD 525, WHICH IS ABOUT 20.1 KM (12.5 MI) NORTH OF HOUSTON, GO
 AW5634'NORTHWESTERLY ON FARM ROAD 525 FOR 0.5 KM (0.3 MI) TO A CROSSROAD
 AW5634'WHERE FARM ROAD 525 TURNS LEFT AND THE STATION ON THE RIGHT.
 AW5634'
 AW5634'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5634'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5634'LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5634'LOGO CAP STAMPED---HGCSD 13 1986---, THE ROD IS RECESSED 3 CM BELOW
 AW5634'THE GROUND.  LOCATED
 AW5634'33.2 METERS (109.0 FT) EAST FROM THE CENTERLINE OF LEE ROAD,
 AW5634'21.8 METERS (71.5 FT) NORTH FROM THE CENTERLINE OF ALDINE-BENDER
 AW5634'ROAD,
 AW5634'14.1 METERS (46.4 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF
 AW5634'THE CLINIC BUILDING AND
 AW5634'1.6 METERS (5.4 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF A
 AW5634'CONCRETE PARKING AREA.
 AW5634'
 AW5634'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5634'
 AW5634'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5634'
 AW5634'DESCRIBED BY P.C. OSLEY.
 AW5634
 AW5634                          STATION RECOVERY (1992)
 AW5634
 AW5634'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW5634'RECOVERED IN GOOD CONDITION.
 AW5634
 AW5634                          STATION RECOVERY (1994)
 AW5634
 AW5634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW5634'IN HOUSTON, AT THE INTERSECTION OF ALDINE BENDER AND LEE ROADS, 31.2 M
 AW5634'(102.4 FT) EAST OF THE CENTERLINE OF LEE ROAD, 21.5 M (70.5 FT) NORTH
 AW5634'OF THE CENTERLINE OF ALDINE BENDER ROAD, 14.4 M (47.2 FT) SOUTHEAST OF
 AW5634'THE SOUTHWEST CORNER OF A MEDICAL CLINIC, 1.6 M (5.2 FT) SOUTHWEST OF
 AW5634'THE SOUTHEAST CORNER OF A PARKING LOT, 1.2 M (3.9 FT) SOUTH OF THE
 AW5634'SOUTH EDGE OF THE PARKING LOT, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AW5634'THE ROADS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AW5634'CAP.
 AW5634
 AW5634                          STATION RECOVERY (1995)
 AW5634
 AW5634'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW5634'RECOVERED AS DESCRIBED.
 AW5634
 AW5634                          STATION RECOVERY (1996)
 AW5634
 AW5634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5634'IN HOUSTON, AT THE INTERSECTION OF ALDINE BENDER AND LEE ROADS, 31.2 M
 AW5634'(102.4 FT) EAST OF THE CENTERLINE OF LEE ROAD, 21.5 M (70.5 FT) NORTH
 AW5634'OF THE CENTER OF ALDINE BENDER ROAD, 14.4 M (47.2 FT) SOUTHEAST OF THE
 AW5634'SOUTHWEST CORNER OF A MEDICAL CLINIC, 1.6 M (5.2 FT) SOUTHWEST OF THE
 AW5634'SOUTHWEST CORNER OF A PARKING LOT, 1.2 M (3.9 FT) SOUTH OF THE SOUTH
 AW5634'EDGE OF THE PARKING LOT, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AW5634'ROADS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AW5634'THE MONUMENT IS ON PROPERTY OWNED BY DR.  JOHN W.  JOHNSON, 14606 LEE
 AW5634'ROAD, HUMBLE, TX 77396, TELEPHONE NUMBER (713) 441-2125.
 AW5634
 AW5634                          STATION RECOVERY (2004)
 AW5634
 AW5634'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW5634'RECOVERED IN GOOD CONDITION.
 AW5634
 AW5634                          STATION RECOVERY (2005)
 AW5634
 AW5634'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5634'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5642 ***********************************************************************
 AW5642  DESIGNATION -  HGCSD 14
 AW5642  PID         -  AW5642
 AW5642  STATE/COUNTY-  TX/HARRIS
 AW5642  USGS QUAD   -  HARMASTON (1982)
 AW5642
 AW5642                         *CURRENT SURVEY CONTROL
 AW5642  ___________________________________________________________________
 AW5642* NAD 83(1993)-  29 56 03.39928(N)    095 14 01.91918(W)     ADJUSTED  
 AW5642* NAVD 88     -        16.566  (meters)      54.35   (feet)  ADJUSTED  
 AW5642  ___________________________________________________________________
 AW5642  X           -    -504,625.388 (meters)                     COMP
 AW5642  Y           -  -5,508,822.080 (meters)                     COMP
 AW5642  Z           -   3,164,056.894 (meters)                     COMP
 AW5642  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW5642  ELLIP HEIGHT-         -10.75  (meters)          (02/16/96) GPS OBS
 AW5642  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW5642  DYNAMIC HT  -          16.543 (meters)      54.27  (feet)  COMP
 AW5642  MODELED GRAV-     979,296.7   (mgal)                       NAVD 88
 AW5642
 AW5642  HORZ ORDER  -  FIRST
 AW5642  VERT ORDER  -  FIRST     CLASS II
 AW5642  ELLP ORDER  -  FIFTH     CLASS I
 AW5642
 AW5642.The horizontal coordinates were established by GPS observations
 AW5642.and adjusted by the National Geodetic Survey in February 1996..
 AW5642
 AW5642.The orthometric height was determined by differential leveling
 AW5642.and adjusted by the National Geodetic Survey in June 1991..
 AW5642
 AW5642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5642
 AW5642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5642
 AW5642.The ellipsoidal height was determined by GPS observations
 AW5642.and is referenced to NAD 83.
 AW5642
 AW5642.The geoid height was determined by GEOID03.
 AW5642
 AW5642.The dynamic height is computed by dividing the NAVD 88
 AW5642.geopotential number by the normal gravity value computed on the
 AW5642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5642.degrees latitude (g = 980.6199 gals.).
 AW5642
 AW5642.The modeled gravity was interpolated from observed gravity values.
 AW5642
 AW5642;                    North         East     Units Scale Factor Converg.
 AW5642;SPC TXSC     - 4,238,697.892   963,526.694   MT  0.99991780   +1 50 42.3
 AW5642;SPC TXSC     -13,906,461.33  3,161,170.50   sFT  0.99991780   +1 50 42.3
 AW5642;UTM  15      - 3,313,600.980   284,379.302   MT  1.00017365   -1 06 54.5
 AW5642
 AW5642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5642!SPC TXSC     -   1.00000169  x   0.99991780  =   0.99991949
 AW5642!UTM  15      -   1.00000169  x   1.00017365  =   1.00017534
 AW5642
 AW5642                          SUPERSEDED SURVEY CONTROL
 AW5642
 AW5642  ELLIP H (01/21/93)  -10.95   (m)                       GP(       ) 4 2
 AW5642  NAD 83(1986)-  29 56 03.41314(N)    095 14 01.90056(W) AD(       ) 1
 AW5642  NAD 27      -  29 56 02.61902(N)    095 14 01.13299(W) AD(       ) 3
 AW5642  NGVD 29 (12/23/87)   16.564  (m)           54.34   (f) ADJUSTED    1 2
 AW5642
 AW5642.Superseded values are not recommended for survey control.
 AW5642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5642.See file dsdata.txt to determine how the superseded data were derived.
 AW5642
 AW5642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8437913601(NAD 83)
 AW5642_MARKER: I = METAL ROD
 AW5642_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5642_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5642_STAMPING: HGCSD 14 1986
 AW5642_MARK LOGO: NGS   
 AW5642_PROJECTION: FLUSH
 AW5642_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5642+STABILITY: POSITION/ELEVATION WELL
 AW5642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5642+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 AW5642_ROD/PIPE-DEPTH: 10.9 meters
 AW5642_SLEEVE-DEPTH  : 6.2 meters
 AW5642
 AW5642  HISTORY     - Date     Condition        Report By
 AW5642  HISTORY     - 1986     MONUMENTED       NGS
 AW5642  HISTORY     - 1987     GOOD             NGS
 AW5642  HISTORY     - 19880425 GOOD             NGS
 AW5642  HISTORY     - 20000510 MARK NOT FOUND   NGS
 AW5642  HISTORY     - 20040330 GOOD             USPSQD
 AW5642
 AW5642                          STATION DESCRIPTION
 AW5642
 AW5642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5642'12.9 KM (8.0 MI) SW FROM HUMBLE.
 AW5642'0.6 KM (0.35 MI) EAST ALONG BARRETT STREET FROM THE POST OFFICE IN
 AW5642'HUMBLE, THENCE 7.3 KM (4.55 MI) SOUTHERLY ALONG OLD HUMBLE ROAD,
 AW5642'THENCE 5.0 KM (3.1 MI) WESTERLY ALONG NORTH BELT, 8.3 M (27.2 FT)
 AW5642'SOUTH OF THE CENTERLINE OF NORTH BELT, 4.2 M (13.8 FT) EAST-NORTHEAST
 AW5642'OF THE NORTHEAST CORNER OF A METAL SHED, 3.6 M (11.8 FT) SOUTHEAST OF
 AW5642'THE EAST END OF A CONCRETE BRIDGE RAILING, AND 2.2 M (7.2 FT) SOUTH OF
 AW5642'A GUARD RAIL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5642'LOGO CAP.
 AW5642'THE MARK IS ABOVE LEVEL WITH NORTH BELT.
 AW5642
 AW5642                          STATION RECOVERY (1987)
 AW5642
 AW5642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5642'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MI)
 AW5642'NORTH-NORTHEAST OF HOUSTON, 12.1 KM (7.5 MI) NORTHWEST OF SHELDON,
 AW5642'6.4 KM (4.0 MI) SOUTHEAST OF HUMBLE AND ON HIGHWAY RIGHT-OF-WAY.
 AW5642'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN TX
 AW5642'78701, PHONE 512-465-7337.
 AW5642'
 AW5642'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 59 AND
 AW5642'NORTH BELTWAY 8, WHICH IS ABOUT 8.0 KM (5.0 MI) SOUTHWEST OF
 AW5642'HUMBLE, GO EAST ON BELTWAY 8 FOR 6.1 KM (3.8 MI) TO THE STATION ON
 AW5642'THE RIGHT.
 AW5642'
 AW5642'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5642'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5642'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5642'LOGO CAP STAMPED---HGCSD 14 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5642'THE GROUND.  LOCATED
 AW5642'8.2 METERS (27.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 AW5642'WESTBOUND LANE OF BELTWAY 8,
 AW5642'3.6 METERS (11.8 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 AW5642'BRIDGE OVER A SMALL STREAM AND
 AW5642'4.0 METERS (13.2 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 AW5642'THE FOUNDATION FOR A SMALL STREAM FLOW MEASURING STATION.
 AW5642'
 AW5642'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5642'
 AW5642'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5642'
 AW5642'DESCRIBED BY P.C. OSLEY.
 AW5642
 AW5642                          STATION RECOVERY (1988)
 AW5642
 AW5642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AW5642'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AW5642'DESCRIBED BY R.D.B.
 AW5642
 AW5642                          STATION RECOVERY (2000)
 AW5642
 AW5642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JCP)
 AW5642'NOT FOUND.
 AW5642
 AW5642                          STATION RECOVERY (2004)
 AW5642
 AW5642'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW5642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7498 ***********************************************************************
 AB7498  HT_MOD      -  This is a Height Modernization Survey Station.
 AB7498  DESIGNATION -  HGCSD 14 RESET
 AB7498  PID         -  AB7498
 AB7498  STATE/COUNTY-  TX/HARRIS
 AB7498  USGS QUAD   -  HARMASTON (1982)
 AB7498
 AB7498                         *CURRENT SURVEY CONTROL
 AB7498  ___________________________________________________________________
 AB7498* NAD 83(1993)-  29 56 04.42155(N)    095 14 02.04791(W)     ADJUSTED  
 AB7498* NAVD 88     -        15.27   (meters)      50.1    (feet)  GPS OBS   
 AB7498  ___________________________________________________________________
 AB7498  X           -    -504,627.287 (meters)                     COMP
 AB7498  Y           -  -5,508,804.966 (meters)                     COMP
 AB7498  Z           -   3,164,083.504 (meters)                     COMP
 AB7498  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AB7498  ELLIP HEIGHT-         -12.09  (meters)          (12/03/01) GPS OBS
 AB7498  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AB7498
 AB7498  HORZ ORDER  -  FIRST
 AB7498  ELLP ORDER  -  FOURTH    CLASS II
 AB7498
 AB7498.The horizontal coordinates were established by GPS observations
 AB7498.and adjusted by the National Geodetic Survey in December 2001..
 AB7498
 AB7498.The orthometric height was determined by GPS observations and a
 AB7498.high-resolution geoid model using precise GPS observation and
 AB7498.processing techniques.
 AB7498
 AB7498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7498
 AB7498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7498
 AB7498.The ellipsoidal height was determined by GPS observations
 AB7498.and is referenced to NAD 83.
 AB7498
 AB7498.The geoid height was determined by GEOID03.
 AB7498
 AB7498;                    North         East     Units Scale Factor Converg.
 AB7498;SPC TXSC     - 4,238,729.240   963,522.230   MT  0.99991785   +1 50 42.2
 AB7498;SPC TXSC     -13,906,564.18  3,161,155.85   sFT  0.99991785   +1 50 42.2
 AB7498;UTM  15      - 3,313,632.524   284,376.462   MT  1.00017366   -1 06 54.6
 AB7498
 AB7498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7498!SPC TXSC     -   1.00000190  x   0.99991785  =   0.99991975
 AB7498!UTM  15      -   1.00000190  x   1.00017366  =   1.00017556
 AB7498
 AB7498                          SUPERSEDED SURVEY CONTROL
 AB7498
 AB7498  ELLIP H (10/25/00)  -12.07   (m)                       GP(       ) 4 1
 AB7498  NAD 83(1993)-  29 56 04.42171(N)    095 14 02.04706(W) AD(       ) 1
 AB7498  ELLIP H (10/17/96)  -11.94   (m)                       GP(       ) 3 1
 AB7498
 AB7498.Superseded values are not recommended for survey control.
 AB7498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7498.See file dsdata.txt to determine how the superseded data were derived.
 AB7498
 AB7498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8437613633(NAD 83)
 AB7498_MARKER: I = METAL ROD
 AB7498_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7498_STAMPING: HGCSD 14 RESET 1995
 AB7498_MARK LOGO: NGS   
 AB7498_PROJECTION: FLUSH
 AB7498_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB7498+STABILITY: POSITION/ELEVATION WELL
 AB7498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7498+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7498_ROD/PIPE-DEPTH: 9.1  meters
 AB7498_SLEEVE-DEPTH  : 3.2 meters
 AB7498
 AB7498  HISTORY     - Date     Condition        Report By
 AB7498  HISTORY     - 1995     MONUMENTED       HGCSD
 AB7498
 AB7498                          STATION DESCRIPTION
 AB7498
 AB7498'DESCRIBED BY HARRIS-GALV CO DIST 1995 (JCH)
 AB7498'FROM THE INTERSECTION OF HWY 59 AND NORTH BELTWAY 8, 3.75 MILES (6.03
 AB7498'KM) EAST ON BELTWAY 8,ON THE EAST SIDE OF GARNERS BAYOU,NORTH OF THE
 AB7498'WEST BOUND FEEDER,DUE NORTH OF A STREAM FLOW STATION,10 FEET SOUTH OF
 AB7498'THE FIRST POWER POLE EAST OF GARNER BAYOU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5659 ***********************************************************************
 AW5659  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5659  DESIGNATION -  HGCSD 15
 AW5659  PID         -  AW5659
 AW5659  STATE/COUNTY-  TX/HARRIS
 AW5659  USGS QUAD   -  HARMASTON (1982)
 AW5659
 AW5659                         *CURRENT SURVEY CONTROL
 AW5659  ___________________________________________________________________
 AW5659* NAD 83(1993)-  29 54 48.54715(N)    095 08 44.78802(W)     ADJUSTED  
 AW5659* NAVD 88     -        15.98   (meters)      52.4    (feet)  GPS OBS   
 AW5659  ___________________________________________________________________
 AW5659  X           -    -496,258.084 (meters)                     COMP
 AW5659  Y           -  -5,510,736.052 (meters)                     COMP
 AW5659  Z           -   3,162,059.019 (meters)                     COMP
 AW5659  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW5659  ELLIP HEIGHT-         -11.34  (meters)          (12/03/01) GPS OBS
 AW5659  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW5659  DYNAMIC HT  -          15.96  (meters)      52.4   (feet)  COMP
 AW5659  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 AW5659
 AW5659  HORZ ORDER  -  FIRST
 AW5659  VERT ORDER  -  THIRD (See Below)
 AW5659  ELLP ORDER  -  FOURTH    CLASS II
 AW5659
 AW5659.This is a reference station for the LAKE HOUSTON
 AW5659.National Continuously Operating Reference Station (LKHU).
 AW5659
 AW5659.The horizontal coordinates were established by GPS observations
 AW5659.and adjusted by the National Geodetic Survey in December 2001..
 AW5659
 AW5659.The orthometric height was determined by GPS observations and a
 AW5659.high-resolution geoid model using precise GPS observation and
 AW5659.processing techniques. It supersedes the leveled height previously
 AW5659.determined for this station.
 AW5659.The vertical order pertains to the first NAVD 88 superseded value.
 AW5659
 AW5659.Photographs are available for this station.
 AW5659
 AW5659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5659
 AW5659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5659
 AW5659.The ellipsoidal height was determined by GPS observations
 AW5659.and is referenced to NAD 83.
 AW5659
 AW5659.The geoid height was determined by GEOID03.
 AW5659
 AW5659.The dynamic height is computed by dividing the NAVD 88
 AW5659.geopotential number by the normal gravity value computed on the
 AW5659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5659.degrees latitude (g = 980.6199 gals.).
 AW5659
 AW5659.The modeled gravity was interpolated from observed gravity values.
 AW5659
 AW5659;                    North         East     Units Scale Factor Converg.
 AW5659;SPC TXSC     - 4,236,671.515   972,102.683   MT  0.99991408   +1 53 17.6
 AW5659;SPC TXSC     -13,899,813.13  3,189,306.89   sFT  0.99991408   +1 53 17.6
 AW5659;UTM  15      - 3,311,133.952   292,841.225   MT  1.00012951   -1 04 13.7
 AW5659
 AW5659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5659!SPC TXSC     -   1.00000178  x   0.99991408  =   0.99991586
 AW5659!UTM  15      -   1.00000178  x   1.00012951  =   1.00013129
 AW5659
 AW5659|---------------------------------------------------------------------|
 AW5659| PID    Reference Object                     Distance      Geod. Az  |
 AW5659|                                                           dddmmss.s |
 AW5659| AA9861 LAKE HOUSTON 2050 CORS L1 PHS CTR     4.240 METERS 14108     |
 AW5659|---------------------------------------------------------------------|
 AW5659
 AW5659                          SUPERSEDED SURVEY CONTROL
 AW5659
 AW5659  ELLIP H (05/01/00)  -11.33   (m)                       GP(       ) 3 1
 AW5659  ELLIP H (10/17/96)  -11.19   (m)                       GP(       ) 3 1
 AW5659  ELLIP H (06/30/95)  -11.15   (m)                       GP(       ) 1 1
 AW5659  NAD 83(1993)-  29 54 48.54677(N)    095 08 44.78698(W) AD(       ) B
 AW5659  ELLIP H (05/09/94)  -11.19   (m)                       GP(       ) 4 2
 AW5659  NAD 83(1986)-  29 54 48.56034(N)    095 08 44.76861(W) AD(       ) 1
 AW5659  NAVD 88 (09/11/96)   15.993  (m)           52.47   (f) ADJUSTED    1 2
 AW5659  NAVD 88 (06/15/91)   16.063  (m)           52.70   (f) UNKNOWN     1 2
 AW5659  NGVD 29 (12/23/87)   16.062  (m)           52.70   (f) ADJUSTED    1 2
 AW5659
 AW5659.Superseded values are not recommended for survey control.
 AW5659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5659.See file dsdata.txt to determine how the superseded data were derived.
 AW5659
 AW5659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9284111134(NAD 83)
 AW5659_MARKER: F = FLANGE-ENCASED ROD
 AW5659_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5659_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5659_STAMPING: HGCSD 15 1986
 AW5659_MARK LOGO: NGS   
 AW5659_PROJECTION: RECESSED 1 CENTIMETERS
 AW5659_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5659+STABILITY: POSITION/ELEVATION WELL
 AW5659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5659+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2001
 AW5659_ROD/PIPE-DEPTH: 11.6 meters
 AW5659_SLEEVE-DEPTH  : 6.1 meters
 AW5659
 AW5659  HISTORY     - Date     Condition        Report By
 AW5659  HISTORY     - 1986     MONUMENTED       NGS
 AW5659  HISTORY     - 1987     GOOD             NGS
 AW5659  HISTORY     - 19930309 GOOD             NGS
 AW5659  HISTORY     - 19941117 GOOD             HGCSD
 AW5659  HISTORY     - 19941128 GOOD             NGS
 AW5659  HISTORY     - 19941128 GOOD             NGS
 AW5659  HISTORY     - 19951109 GOOD             CHANCE
 AW5659  HISTORY     - 19980119 GOOD             NGS
 AW5659  HISTORY     - 19980128 GOOD             NGS
 AW5659  HISTORY     - 20010220 GOOD             NGS
 AW5659
 AW5659                          STATION DESCRIPTION
 AW5659
 AW5659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5659'6.7 KM (4.15 MI) NORTH FROM SHELDON.
 AW5659'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5659'1.7 KM (1.05 MI) NORTH ALONG SHELDON ROAD FROM ITS JUNCTION WITH U.S.
 AW5659'HIGHWAY 90 IN SHELDON, THENCE 3.2 KM (2.0 MI) WEST ALONG GARRETT ROAD,
 AW5659'THENCE 3.7 KM (2.3 MI) NORTHEASTERLY ALONG A PAVED AND SHELLED ROAD,
 AW5659'0.2 KM (0.1 MI) EAST OF THE LAKE HOUSTON PUMPING STATION, 45.7 M
 AW5659'(149.9 FT) NORTHWEST OF THE CENTER OF THE ROAD, 37.3 M (122.4 FT) WEST
 AW5659'OF THE WEST CORNER OF A FENCE AROUND A WEATHER STATION, AND 3.4 M
 AW5659'(11.2 FT) NORTHWEST OF THE NORTH CORNER OF THE CONCRETE FOUNDATION OF
 AW5659'A ROUND METAL BUILDING HOUSING AN EXTENSOMETER.  NOTE--ACCESS TO DATUM
 AW5659'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5659'THE MARK IS 5.0 METERS  SE FROM  A WITNESS POST AND FENCE
 AW5659
 AW5659                          STATION RECOVERY (1987)
 AW5659
 AW5659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5659'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI)
 AW5659'NORTHEAST OF HOUSTON, 11.3 KM (7.0 MI) SOUTHEAST OF HUMBLE, 6.4 KM
 AW5659'(4.0 MI) NORTHWEST OF SHELDON AND ON THE PROPERTY OF THE LAKE
 AW5659'HOUSTON PUMPING STATION.
 AW5659'OWNERSHIP--HOUSTON WATER WORKS, WILLIE RANKIN, PLANT OPERATOR,
 AW5659'LAKE HOUSTON PUMPING STATION, SHELDON ROAD, HOUSTON TX 77093,
 AW5659'PHONE 713-456-9304.
 AW5659'
 AW5659'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND
 AW5659'SHELDON ROAD, ABOUT 29.0 KM (18.0 MI) NORTHEAST OF HOUSTON, GO
 AW5659'NORTH ON SHELDON ROAD FOR 1.7 KM (1.05 MI) TO A CROSSROAD, TURN
 AW5659'LEFT AND GO WEST ON GARRETT ROAD FOR 2.9 KM (1.8 MI) TO A SIDE ROAD
 AW5659'RIGHT, TURN RIGHT AND GO NORTHERLY ON AQUEDUCT ROAD FOR 3.5 KM (2.2
 AW5659'MI) TO THE STATION AND A EXTENSOMETER WELL ON THE LEFT.
 AW5659'
 AW5659'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5659'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5659'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVE PIPE WITH
 AW5659'A LOGO CAP STAMPED---HGCSD 15 1986---, THE ROD IS 8 CM BELOW THE
 AW5659'GROUND.  LOCATED
 AW5659'48.2 METERS (158.0 FT) NORTHWEST FROM THE CENTER OF THE ROAD,
 AW5659'5.1 METERS (16.8 FT) SOUTHEAST FROM A NORTHEAST-SOUTHWEST FENCELINE
 AW5659'AND CARSONITE WITNESS POST AND
 AW5659'3.4 METERS (11.2 FT) NORTHWEST FROM THE NORTH CORNER OF THE
 AW5659'CONCRETE FOUNDATION FOR THE EXTENSOMETER WELL.
 AW5659'
 AW5659'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5659'
 AW5659'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5659'
 AW5659'DESCRIBED BY P.C. OSLEY.
 AW5659
 AW5659                          STATION RECOVERY (1993)
 AW5659
 AW5659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW5659'THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) NORTHEAST OF HOUSTON, 11
 AW5659'KM (6.85 MI) SOUTHEAST OF HUMBLE, 6 KM (3.70 MI) NORTHWEST OF
 AW5659'SHELDON, IN FLAT GRASS NEAR THE SOUTHEAST EDGE OF A CANAL.
 AW5659'OWNERSHIP--HOUSTON WATER WORKS, PAUL MERZ, PLANT OPERATOR, LAKE
 AW5659'HOUSTON PUMPING STATION, 13501 AQUADUCT ROAD, HOUSTON, TX 77093.
 AW5659'PHONE 713-456-9304.
 AW5659'TO REACH FROM THE INTERSECTION OF BUSINESS U.S. HIGHWAY 90 AND SHELDON
 AW5659'ROAD IN SHELDON, GO NORTH ON SHELDON ROAD FOR 1.75 KM (1.10 MI) TO A
 AW5659'PAVED T-JUNCTION.  TURN LEFT, WEST, ON GARRETT ROAD FOR 3.1 KM
 AW5659'(1.90 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTHERLY, ON AQUADUCT
 AW5659'ROAD FOR 3.7 KM (2.30 MI) TO THE STATION AND AN EXTENSOMETER WELL ON
 AW5659'THE LEFT ABOUT 70 M (229.7 FT) BEFORE A LOCKED GATE LEADING TO THE
 AW5659'CITY OF HOUSTON PUBLIC WATER SUPPLY.
 AW5659'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 AW5659'2.5 CM GREASE FILLED SLEEVE 6.1 M (20.0 FT) LONG ENCASED IN A 12.7 CM
 AW5659'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 AW5659'GROUND.  IT IS 48.2 M (158.1 FT) NORTHWEST FROM THE CENTER OF THE
 AW5659'ROAD, 19.7 M (64.6 FT) NORTHEAST FROM THE NORTH CORNER OF A
 AW5659'RECTANGULAR CHAIN LINK FENCE AROUND A GUY WIRE FOR A TRANSMISSION
 AW5659'TOWER, 3.4 M (11.2 FT) NORTHWEST FROM THE NORTH CORNER OF THE
 AW5659'CONCRETE FOUNDATION FOR THE EXTENSOMETER WELL, 5.3 M (17.4 FT)
 AW5659'SOUTHEAST FROM A CHAIN LINK FENCE ALONG THE CANAL, AND 5.0 M
 AW5659'(16.4 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 AW5659
 AW5659                          STATION RECOVERY (1994)
 AW5659
 AW5659'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5659'RECOVERED AS DESCRIBED.
 AW5659
 AW5659                          STATION RECOVERY (1994)
 AW5659
 AW5659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW5659'THE STATION IS LOCATED IN THE NORTH EAST PART OF HOUSTON NEAR THE LAKE
 AW5659'HOUSTON PUMPING STATION.  TO REACH THE STATION, PROCEED 1.05 MI (1.69
 AW5659'KM) NORTH ALONG SHELDON ROAD FROM THE JUNCTION WITH OLD U.S.  HIGHWAY
 AW5659'90 IN SHELDON, THENCE 2.0 MI (3.2 KM) WEST ALONG GARRETT ROAD, THENCE
 AW5659'2.3 MI (3.7 KM) NORTHEASTERLY ALONG AQUADUCT ROAD TO THE STATION ON
 AW5659'THE LEFT.  THE STATION IS 0.1 MI (0.2 KM) EAST OF THE LAKE HOUSTON
 AW5659'PUMPING STATION, 149.9 FT (45.7 M) NORTHWEST OF THE CENTER OF THE
 AW5659'ROAD, 122.4 FT (37.3 M) WEST OF THE WEST CORNER OF A FENCE AROUND A
 AW5659'WEATHER STATION, 16.6 FT (5.1 M) SOUTHEAST OF A CARSONITE WITNESS
 AW5659'POST, 11.2 FT (3.4 M) NORTHWEST OF THE NORTH CORNER OF THE CONCRETE
 AW5659'FOUNDATION FOR A SMALL BROWN WOODEN BUILDING (WITH A GPS ANTENNA ON
 AW5659'THE ROOF) AND 4.7 FT (1.4 M) NORTHWEST OF A CARSONITE WITNESS POST.
 AW5659
 AW5659                          STATION RECOVERY (1994)
 AW5659
 AW5659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW5659'THE STATION IS LOCATED IN THE NORTH EAST PART OF HOUSTON NEAR THE LAKE
 AW5659'HOUSTON PUMPING STATION.  TO REACH THE STATION, PROCEED 1.05 MI (1.69
 AW5659'KM) NORTH ALONG SHELDON ROAD FROM THE JUNCTION WITH OLD U.S. HIGHWAY
 AW5659'90 IN SHELDON, THENCE 2.0 MI (3.2 KM) WEST ALONG GARRETT ROAD, THENCE
 AW5659'2.3 MI (3.7 KM) NORTHEASTERLY ALONG AQUADUCT ROAD TO THE STATION ON
 AW5659'THE LEFT.  THE STATION IS 0.1 MI (0.2 KM) EAST OF THE LAKE HOUSTON
 AW5659'PUMPING STATION, 149.9 FT (45.7 M) NORTHWEST OF THE CENTER OF THE
 AW5659'ROAD, 122.4 FT (37.3 M) WEST OF THE WEST CORNER OF A FENCE AROUND A
 AW5659'WEATHER STATION, 16.6 FT (5.1 M) SOUTHEAST OF A CARSONITE WITNESS
 AW5659'POST, 11.2 FT (3.4 M) NORTHWEST OF THE NORTH CORNER OF THE CONCRETE
 AW5659'FOUNDATION FOR A SMALL BROWN WOODEN BUILDING (WITH A GPS ANTENNA ON
 AW5659'THE ROOF) AND 4.7 FT (1.4 M) NORTHWEST OF A CARSONITE WITNESS POST.
 AW5659
 AW5659                          STATION RECOVERY (1995)
 AW5659
 AW5659'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5659'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL TIES FOLLOW. 1.5
 AW5659'M (4.9 FT) NORTH OF THE PERIMETER FENCE AROUND THE EXTENSOMETER SHED.
 AW5659'4.7 M (15.4 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE PERIMETER
 AW5659'FENCE AROUND THE EXTENSOMETER SHED.  14.4 M (47.2 FT) WEST OF THE
 AW5659'WESTERNMOST OF THREE PIEZOMETER CASINGS.  69.8 M (229.0 FT) SOUTHWEST
 AW5659'OF A CORNER POST IN THE FENCE SURROUNDING THE PUMPING STATION AND
 AW5659'CANAL.  48.9 M (160.4 FT) NORTH OF THE CENTERLINE OF AQUEDUCT ROAD.
 AW5659
 AW5659                          STATION RECOVERY (1998)
 AW5659
 AW5659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AW5659'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS,
 AW5659'THE STATION IS 17.5 FT (5.3 M) SOUTH OF THE PERIMETER FENCE, AND THE
 AW5659'WESTERN MOST OF THE THREE PIEZOMETERS IS NUMBERED 908.
 AW5659
 AW5659                          STATION RECOVERY (1998)
 AW5659
 AW5659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AW5659'THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) NORTHEAST OF HOUSTON, 11
 AW5659'KM (6.85 MI) SOUTHEAST OF HUMBLE, 6 KM (3.70 MI) NORTHEAST OF SHELDON,
 AW5659'ON THE SOUTHEAST SIDE OF A CANAL NEAR THE LAKE HOUSTON PUMPING
 AW5659'STATION.  OWNERSHIP--CITY OF HOUSTON WATER PRODUCTION, ATTENTION J.W.
 AW5659'RICHARDSON, 105 SABINE, HOUSTON, TX 77007.  THE STATION IS OUTSIDE OF
 AW5659'THE PUMPING STATION PERIMETER FENCE.  ADVISE HOUSTON WATER CONTROL
 AW5659'CENTER AS COURTESY, PHONE 713-451-9917.  TO REACH THE STATION FROM
 AW5659'BUSINESS US HIGHWAY 90 AT THE LOOP STATE HIGHWAY 8 OVERPASS IN
 AW5659'NORTHEAST HOUSTON, GO NORTHEAST ON BUSINESS US HIGHWAY 90 FOR 6.3 KM
 AW5659'(3.90 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH ON SHELDON ROAD FOR
 AW5659'1.75 KM (1.10 MI) TO THE ROADWAY TERMINUS AT A CROSSROAD.  TURN LEFT
 AW5659'AND GO WEST ON GARRETT ROAD FOR 3.2 KM (2.00 MI) TO A PAVED ROAD ON
 AW5659'RIGHT.  TURN RIGHT AND GO NORTHERLY ON AQUEDUCT ROAD FOR A TOTAL OF
 AW5659'3.7 KM (2.30 MI) PASSING LAKE HOUSTON PARKWAY ON LEFT AT 2.3 KM (1.40
 AW5659'MI) TO THE STATION ON LEFT, ABOUT 70 M (229.7 FT) SOUTH FROM A GATE.
 AW5659'THE MARK IS A PUNCH HOLE AT TOP CENTER OF A STAINLESS STEEL ROD OF
 AW5659'RECORD LENGTH 11.6 M (38.1 FT) IN A 2.5 CM (1 IN) NONFLUTED GREASE
 AW5659'FILLED SLEEVE OF RECORD LENGTH 6.1 M (20.0 FT) ENCASED IN A 12.7 CM (5
 AW5659'IN) PVC PIPE WITH NGS LOGO CAP SURROUNDED WITH CONCRETE.  THE MARK IS
 AW5659'RECESSED 5.5 CM BELOW THE TOP OF THE LOGO CAP.  THE LOGO CAP IS
 AW5659'RECESSED 3 CM BELOW THE GROUND. THE STATION IS LOCATED ABOUT 76.2 M
 AW5659'(250.0 FT) NORTHWEST FROM A 152.5 M (500.3 FT) TALL RADIO TRANSMISSION
 AW5659'TOWER, 82.4 M (270.3 FT) WEST FROM STATION P 1278, 69.3 M (227.4 FT)
 AW5659'SOUTHWEST FROM STATION Q 1278, 48.2 M (158.1 FT) NORTHWEST FROM THE
 AW5659'CENTER OF AQUEDUCT ROAD, 19.7 M (64.6 FT) NORTHEAST FROM THE NORTH
 AW5659'CORNER OF A CHAIN LINK FENCE AROUND AN ANCHOR FOR A GUYED TRANSMISSION
 AW5659'TOWER, 5.3 M (17.4 FT) SOUTHEAST FROM FIBERGLASS NGS WITNESS POST AT A
 AW5659'SIX FT CHAIN LINK FENCE WITH THREE BARBED WIRES ALONG THE CANAL, 1.4 M
 AW5659'(4.6 FT) NORTHWEST FROM A FIBERGLASS NGS WITNESS POST AT A SIX FT
 AW5659'CHAIN LINK FENCE WITH THREE BARBED WIRES AROUND STATION LAKE HOUSTON
 AW5659'2050 CORS.
 AW5659
 AW5659                          STATION RECOVERY (2001)
 AW5659
 AW5659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (GAS)
 AW5659'THE STATION IS LOCATED ABOUT 4.0 MILES NORTH OF SHELDON AND 6.O
 AW5659'MILES WEST OF CROSBY, ON THE SOUTH EDGE OF LAKE HOUSTON AND
 AW5659'NEAR THE LAKE HOUSTON PUMPING STATION.  OWNERSHIP-- CITY OF
 AW5659'HOUSTON WATER PRODUCTION, 105 SABINE, HOUSTON, TX 77007,  CONTACT
 AW5659'CITY OF HOUSTON WATER CONTROL, PHONE 713-451-9917.  TO REACH THE
 AW5659'STATION GO 1.7 KM NORTHERLY ALONG SHELDON ROAD FROM THE
 AW5659'JUNCTION OF U.S. HIGHWAY 980 IN SHELDON TO U.S. HIGHWAY 90
 AW5659'BUSINESS, CONTINUE NORTHERLY ON SHELDON ROAD FOR 1.7 KM TO THE
 AW5659'JUNCTION OF GARRETT ROAD, TURN LEFT AND WEST ON GARRETT ROAD
 AW5659'FOR 3.7 KM TO THE JUNCTION OF AQUEDUCT ROAD, TURN RIGHT AND
 AW5659'NORTHEAST ALONG AQUEDUCT ROAD FOR 3.7 KM TO THE STATION ON THE
 AW5659'LEFT NEAR THE ENTRANCE GATE TO THE LAKE HOUSTON PUMPING
 AW5659'STATION, 48.0 M NORTHWEST OF THE ROAD CENTERLINE, 18.7 M
 AW5659'NORTHEAST OF THE NORTH CORNER OF A CHAIN-LINK FENCE ENCLOSING A
 AW5659'MULTIPLE GUY CABLE ANCHOR, 5.3 M SOUTHEAST OF A WITNESS POST AND
 AW5659'A CHAIN-LINK FENCE ALONG A CANAL, 2.2 M NORTH OF THE WEST CORNER
 AW5659'OF A CHAIN-LINK FENCE ENCLOSING AN EXTENSOMETER BUILDING AND THE
 AW5659'LAKE HOUSTON CORS SITE, 1.5 M NORTHWEST OF THE FENCE, AND 0.5 M
 AW5659'BELOW THE LEVEL OF THE ROAD.   NOTE--ACCESS TO THE DATUM POINT IS
 AW5659'THROUGH A 5-INCH LOGO CAP.  THIS IS A FEDERAL BASE NETWORK
 AW5659'CONTROL STATION.
 AW5659' 
 AW5659' 
 AW5659' 
 AW5659' 
 AW5659' 
 AW5659' 
 AW5659'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5416 ***********************************************************************
 AW5416  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5416  DESIGNATION -  HGCSD 16
 AW5416  PID         -  AW5416
 AW5416  STATE/COUNTY-  TX/HARRIS
 AW5416  USGS QUAD   -  KATY (1980)
 AW5416
 AW5416                         *CURRENT SURVEY CONTROL
 AW5416  ___________________________________________________________________
 AW5416* NAD 83(1993)-  29 52 28.61660(N)    095 49 27.50458(W)     ADJUSTED  
 AW5416* NAVD 88     -        48.36   (meters)     158.7    (feet)  GPS OBS   
 AW5416  ___________________________________________________________________
 AW5416  X           -    -561,704.090 (meters)                     COMP
 AW5416  Y           -  -5,506,636.923 (meters)                     COMP
 AW5416  Z           -   3,158,339.636 (meters)                     COMP
 AW5416  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AW5416  ELLIP HEIGHT-          20.88  (meters)          (12/03/01) GPS OBS
 AW5416  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW5416  DYNAMIC HT  -          48.29  (meters)     158.4   (feet)  COMP
 AW5416  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 AW5416
 AW5416  HORZ ORDER  -  FIRST
 AW5416  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5416  ELLP ORDER  -  FOURTH    CLASS II
 AW5416
 AW5416.The horizontal coordinates were established by GPS observations
 AW5416.and adjusted by the National Geodetic Survey in December 2001..
 AW5416
 AW5416.The orthometric height was determined by GPS observations and a
 AW5416.high-resolution geoid model using precise GPS observation and
 AW5416.processing techniques. It supersedes the leveled height previously
 AW5416.determined for this station.
 AW5416.The vertical order pertains to the first NAVD 88 superseded value.
 AW5416
 AW5416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5416
 AW5416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5416
 AW5416.The ellipsoidal height was determined by GPS observations
 AW5416.and is referenced to NAD 83.
 AW5416
 AW5416.The geoid height was determined by GEOID03.
 AW5416
 AW5416.The dynamic height is computed by dividing the NAVD 88
 AW5416.geopotential number by the normal gravity value computed on the
 AW5416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5416.degrees latitude (g = 980.6199 gals.).
 AW5416
 AW5416.The modeled gravity was interpolated from observed gravity values.
 AW5416
 AW5416;                    North         East     Units Scale Factor Converg.
 AW5416;SPC TXSC     - 4,230,395.860   906,729.192   MT  0.99990747   +1 33 20.9
 AW5416;SPC TXSC     -13,879,223.75  2,974,827.36   sFT  0.99990747   +1 33 20.9
 AW5416;UTM  15      - 3,308,242.618   227,204.305   MT  1.00051827   -1 24 27.6
 AW5416
 AW5416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5416!SPC TXSC     -   0.99999672  x   0.99990747  =   0.99990419
 AW5416!UTM  15      -   0.99999672  x   1.00051827  =   1.00051499
 AW5416
 AW5416                          SUPERSEDED SURVEY CONTROL
 AW5416
 AW5416  ELLIP H (10/25/00)   20.94   (m)                       GP(       ) 4 1
 AW5416  NAD 83(1993)-  29 52 28.61667(N)    095 49 27.50338(W) AD(       ) 1
 AW5416  ELLIP H (10/17/96)   21.05   (m)                       GP(       ) 3 1
 AW5416  NAD 83(1993)-  29 52 28.61619(N)    095 49 27.50297(W) AD(       ) 1
 AW5416  ELLIP H (02/16/96)   20.93   (m)                       GP(       ) 5 1
 AW5416  NAD 83(1986)-  29 52 28.63171(N)    095 49 27.48570(W) AD(       ) 1
 AW5416  NAVD 88 (06/15/91)   48.454  (m)          158.97   (f) ADJUSTED    1 2
 AW5416  NGVD 29 (12/23/87)   48.444  (m)          158.94   (f) ADJUSTED    1 2
 AW5416
 AW5416.Superseded values are not recommended for survey control.
 AW5416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5416.See file dsdata.txt to determine how the superseded data were derived.
 AW5416
 AW5416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2720408243(NAD 83)
 AW5416_MARKER: I = METAL ROD
 AW5416_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5416_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5416_STAMPING: HGCSD 16 1986
 AW5416_MARK LOGO: NGS   
 AW5416_PROJECTION: FLUSH
 AW5416_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5416+STABILITY: POSITION/ELEVATION WELL
 AW5416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5416+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW5416_ROD/PIPE-DEPTH: 14.0 meters
 AW5416_SLEEVE-DEPTH  : 6.1 meters
 AW5416
 AW5416  HISTORY     - Date     Condition        Report By
 AW5416  HISTORY     - 1986     MONUMENTED       NGS
 AW5416  HISTORY     - 1987     GOOD             NGS
 AW5416  HISTORY     - 19921023 GOOD             NOS
 AW5416  HISTORY     - 19941121 GOOD             HGCSD
 AW5416  HISTORY     - 20041011 GOOD             USPSQD
 AW5416  HISTORY     - 20051026 GOOD             USPSQD
 AW5416
 AW5416                          STATION DESCRIPTION
 AW5416
 AW5416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5416'9.8 KM (6.1 MI) NORTH FROM KATY.
 AW5416'9.8 KM (6.1 MI) NORTH ALONG KATY-HOCKLEY ROAD FROM THE JUNCTION OF US
 AW5416'HIGHWAY 90 IN KATY, 35.2 METERS (115.5 FT) WEST OF THE CENTERLINE OF
 AW5416'THE ROAD, 19.4 METERS (63.5 FT) SOUTH OF THE CENTERLINE OF FM ROAD
 AW5416'529, 1.4 METERS (4.5 FT) NORTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM
 AW5416'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5416'THE MARK IS 1.35 METERS  NE FROM  A WITNESS POST
 AW5416'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 AW5416
 AW5416                          STATION RECOVERY (1987)
 AW5416
 AW5416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5416'THE STATION IS LOCATED ABOUT 24.9 KM (15.5 MI)
 AW5416'SOUTH-SOUTHEAST OF WALLER, 19.3 KM (12.0 MI) SOUTHWEST OF CYPRESS,
 AW5416'11.3 KM (7.0 MI) NORTH OF KATY AND IN THE SOUTHWEST QUADRANT OF THE
 AW5416'INTERSECTION OF FM 529 AND KATY-HOCKLEY ROAD.
 AW5416'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS,
 AW5416'11TH AND BRAZOS, AUSTIN TX 78701, PHONE 512-465-7337.
 AW5416'
 AW5416'TO REACH THE STATION FROM THE OFFICE OF THE HOUSTON LIGHT AND POWER
 AW5416'IN KATY, GO EAST ON U.S. HIGHWAY 90 FOR 0.9 KM (0.55 MI) TO KATYLAND
 AW5416'DRIVE ON THE LEFT.  TURN LEFT AND GO NORTH ON KATYLAND DRIVE
 AW5416'FOR 1.3 KM (0.8 MI) TO A 4-WAY STOP.  (KATYLAND DRIVE NOW BECOMES
 AW5416'KATY-HOCKLEY CUTOFF.)  CONTINUE NORTH FOR 2.4 KM (1.5 MI) TO
 AW5416'MORTON-RANCH ROAD, TURN LEFT AND GO WEST FOR 1.5 KM (0.95 MI) TO
 AW5416'KATY-HOCKLEY ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 6.4 KM
 AW5416'(4.0 MI) TO THE STATION ON THE LEFT.
 AW5416'
 AW5416'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5416'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5416'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5416'LOGO CAP STAMPED---HGCSD 16 1986---.  THE ROD IS RECESSED 8 CM
 AW5416'BELOW THE GROUND SURFACE.  LOCATED 35.2 METERS (115.5 FT) WEST OF
 AW5416'THE CENTERLINE OF KATY-HOCKLEY ROAD, 19.4 METERS (63.6 FT) SOUTH OF
 AW5416'THE CENTERLINE OF FM 529, 1.4 METERS (4.6 FT) NORTHEAST OF A
 AW5416'NORTHWEST-SOUTHEAST FENCELINE AND 0.5 METER (1.5 FT) NORTH OF A
 AW5416'WITNESS POST.
 AW5416'
 AW5416'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5416'
 AW5416'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5416'
 AW5416'DESCRIBED BY D.R. LOKKEN.
 AW5416
 AW5416                          STATION RECOVERY (1992)
 AW5416
 AW5416'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW5416'RECOVERED IN GOOD CONDITION.
 AW5416
 AW5416                          STATION RECOVERY (1994)
 AW5416
 AW5416'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5416'RECOVERED AS DESCRIBED.
 AW5416
 AW5416                          STATION RECOVERY (2004)
 AW5416
 AW5416'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5416'RECOVERED IN GOOD CONDITION.
 AW5416
 AW5416                          STATION RECOVERY (2005)
 AW5416
 AW5416'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW5416'FOUND AS DESCRIBED. THE 1987 DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5441 ***********************************************************************
 AW5441  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5441  DESIGNATION -  HGCSD 17
 AW5441  PID         -  AW5441
 AW5441  STATE/COUNTY-  TX/HARRIS
 AW5441  USGS QUAD   -  CYPRESS (1995)
 AW5441
 AW5441                         *CURRENT SURVEY CONTROL
 AW5441  ___________________________________________________________________
 AW5441* NAD 83(1993)-  29 52 46.79604(N)    095 42 14.04448(W)     ADJUSTED  
 AW5441* NAVD 88     -        41.16   (meters)     135.0    (feet)  GPS OBS   
 AW5441  ___________________________________________________________________
 AW5441  X           -    -550,102.472 (meters)                     COMP
 AW5441  Y           -  -5,507,521.506 (meters)                     COMP
 AW5441  Z           -   3,158,821.441 (meters)                     COMP
 AW5441  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AW5441  ELLIP HEIGHT-          13.70  (meters)          (12/03/01) GPS OBS
 AW5441  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW5441  DYNAMIC HT  -          41.10  (meters)     134.8   (feet)  COMP
 AW5441  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 AW5441
 AW5441  HORZ ORDER  -  FIRST
 AW5441  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5441  ELLP ORDER  -  FOURTH    CLASS II
 AW5441
 AW5441.The horizontal coordinates were established by GPS observations
 AW5441.and adjusted by the National Geodetic Survey in December 2001..
 AW5441
 AW5441.The orthometric height was determined by GPS observations and a
 AW5441.high-resolution geoid model using precise GPS observation and
 AW5441.processing techniques. It supersedes the leveled height previously
 AW5441.determined for this station.
 AW5441.WARNING-GPS observations at this control monument resulted in a GPS
 AW5441.derived orthometric height which differed from the leveled height by
 AW5441.more than one decimeter (0.1 meter).
 AW5441.The vertical order pertains to the first NAVD 88 superseded value.
 AW5441
 AW5441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5441
 AW5441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5441
 AW5441.The ellipsoidal height was determined by GPS observations
 AW5441.and is referenced to NAD 83.
 AW5441
 AW5441.The geoid height was determined by GEOID03.
 AW5441
 AW5441.The dynamic height is computed by dividing the NAVD 88
 AW5441.geopotential number by the normal gravity value computed on the
 AW5441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5441.degrees latitude (g = 980.6199 gals.).
 AW5441
 AW5441.The modeled gravity was interpolated from observed gravity values.
 AW5441
 AW5441;                    North         East     Units Scale Factor Converg.
 AW5441;SPC TXSC     - 4,231,277.138   918,339.953   MT  0.99990830   +1 36 53.3
 AW5441;SPC TXSC     -13,882,115.08  3,012,920.33   sFT  0.99990830   +1 36 53.3
 AW5441;UTM  15      - 3,308,522.698   238,851.755   MT  1.00044152   -1 20 52.1
 AW5441
 AW5441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5441!SPC TXSC     -   0.99999785  x   0.99990830  =   0.99990615
 AW5441!UTM  15      -   0.99999785  x   1.00044152  =   1.00043937
 AW5441
 AW5441                          SUPERSEDED SURVEY CONTROL
 AW5441
 AW5441  ELLIP H (10/25/00)   13.85   (m)                       GP(       ) 4 1
 AW5441  NAD 83(1993)-  29 52 46.79576(N)    095 42 14.04473(W) AD(       ) 1
 AW5441  ELLIP H (10/17/96)   13.96   (m)                       GP(       ) 3 1
 AW5441  NAD 83(1993)-  29 52 46.79550(N)    095 42 14.04543(W) AD(       ) 1
 AW5441  ELLIP H (02/16/96)   13.91   (m)                       GP(       ) 5 1
 AW5441  NAD 83(1986)-  29 52 46.81131(N)    095 42 14.02747(W) AD(       ) 1
 AW5441  NAVD 88 (06/15/91)   41.479  (m)          136.09   (f) ADJUSTED    1 2
 AW5441  NGVD 29 (12/23/87)   41.471  (m)          136.06   (f) ADJUSTED    1 2
 AW5441
 AW5441.Superseded values are not recommended for survey control.
 AW5441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5441.See file dsdata.txt to determine how the superseded data were derived.
 AW5441
 AW5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3885208523(NAD 83)
 AW5441_MARKER: I = METAL ROD
 AW5441_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5441_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5441_STAMPING: HGCSD 17 1986
 AW5441_MARK LOGO: NGS   
 AW5441_PROJECTION: FLUSH
 AW5441_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5441+STABILITY: POSITION/ELEVATION WELL
 AW5441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5441+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1994
 AW5441_ROD/PIPE-DEPTH: 17.7 meters
 AW5441_SLEEVE-DEPTH  : 6.1 meters
 AW5441
 AW5441  HISTORY     - Date     Condition        Report By
 AW5441  HISTORY     - 1986     MONUMENTED       NGS
 AW5441  HISTORY     - 1987     GOOD             NGS
 AW5441  HISTORY     - 19921023 GOOD             NOS
 AW5441  HISTORY     - 19941121 GOOD             HGCSD
 AW5441  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW5441
 AW5441                          STATION DESCRIPTION
 AW5441
 AW5441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5441'21.9 KM (13.6 MI) NE FROM KATY.
 AW5441'0.3 KM (0.2 MI) WEST ALONG 4TH STREET FROM THE POST OFFICE IN KATY,
 AW5441'THENCE 3.1 KM (1.9 MI) NORTH ALONG AVENUE D, THENCE 6.6 KM (4.1 MI)
 AW5441'NORTHERLY ALONG KATY-HOCKLEY ROAD, THENCE 11.9 KM (7.4 MI) EASTERLY
 AW5441'ALONG FARM ROAD 529, 19.9 M (65.3 FT) WEST OF THE CENTER OF GREENHOUSE
 AW5441'ROAD, 16.6 M (54.5 FT) SOUTH OF THE CENTERLINE OF THE FARM ROAD, AND
 AW5441'2.5 M (8.2 FT) NORTH OF THE NORTH FACE OF A BRICK WALL AND SIGN
 AW5441'(STRATHMORE SUBDIVISION).  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 AW5441'A 5-INCH LOGO CAP.
 AW5441'THE MARK IS 2.4 METERS  N FROM  A WITNESS POST
 AW5441'THE MARK IS ABOVE LEVEL WITH FARM ROAD 529.
 AW5441
 AW5441                          STATION RECOVERY (1987)
 AW5441
 AW5441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5441'THE STATION IS LOCATED ABOUT 35.4 KM (22.0 MI)
 AW5441'WEST-NORTHWEST OF HOUSTON, 14.5 KM (9.0 MI) NORTHEAST OF KATY,
 AW5441'12.1 KM (7.5 MI) SOUTH-SOUTHWEST OF CYPRESS AND ON HIGHWAY
 AW5441'RIGHT-OF-WAY.
 AW5441'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN TX
 AW5441'78701, PHONE 512-465-7337.
 AW5441'
 AW5441'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 529 AND FRY
 AW5441'ROAD, WHICH IS ABOUT 14.5 KM (9.0 MI) NORTHEAST OF KATY, GO EAST ON
 AW5441'FARM ROAD 529 FOR 1.9 KM (1.2 MI) TO GREENHOUSE ROAD AND THE
 AW5441'STATION ON THE RIGHT, NEXT TO A BRICK SIGN FOR THE STRATHMORE
 AW5441'SUBDIVISION.
 AW5441'
 AW5441'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5441'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5441'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5441'LOGO CAP STAMPED---HGCSD 17 1986---, THE ROD IS 8 CM BELOW THE
 AW5441'GROUND.  LOCATED
 AW5441'16.8 METERS (55.0 FT) SOUTH FROM THE CENTERLINE OF FARM ROAD 529,
 AW5441'8.8 METERS (29.0 FT) WEST FROM THE EXTENDED WEST CURB OF GREENHOUSE
 AW5441'ROAD,
 AW5441'2.5 METERS (8.2 FT) NORTH FROM THE BRICK FENCE PORTION OF THE SIGN
 AW5441'FOR STRATHMORE AND
 AW5441'2.4 METERS (8.0 FT) NORTH FROM A CARSONITE WITNESS POST.
 AW5441'
 AW5441'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5441'
 AW5441'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5441'
 AW5441'DESCRIBED BY P.C. OSLEY.
 AW5441
 AW5441                          STATION RECOVERY (1992)
 AW5441
 AW5441'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW5441'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS
 AW5441'THE STATION WAS FOUND TO THE WEST SIDE OF THE ENTRANCE TO THE
 AW5441'STRATHMORE SUBDIVISION, AND THE LOG CAP HAS BEEN BROKEN OFF.
 AW5441
 AW5441                          STATION RECOVERY (1994)
 AW5441
 AW5441'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5441'RECOVERED AS DESCRIBED.
 AW5441
 AW5441                          STATION RECOVERY (2004)
 AW5441
 AW5441'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5439 ***********************************************************************
 AW5439  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5439  DESIGNATION -  HGCSD 18
 AW5439  PID         -  AW5439
 AW5439  STATE/COUNTY-  TX/HARRIS
 AW5439  USGS QUAD   -  SATSUMA (1982)
 AW5439
 AW5439                         *CURRENT SURVEY CONTROL
 AW5439  ___________________________________________________________________
 AW5439* NAD 83(1993)-  29 52 45.31234(N)    095 36 41.68786(W)     ADJUSTED  
 AW5439* NAVD 88     -        35.99   (meters)     118.1    (feet)  GPS OBS   
 AW5439  ___________________________________________________________________
 AW5439  X           -    -541,229.224 (meters)                     COMP
 AW5439  Y           -  -5,508,418.949 (meters)                     COMP
 AW5439  Z           -   3,158,779.262 (meters)                     COMP
 AW5439  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW5439  ELLIP HEIGHT-           8.55  (meters)          (12/03/01) GPS OBS
 AW5439  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW5439  DYNAMIC HT  -          35.94  (meters)     117.9   (feet)  COMP
 AW5439  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 AW5439
 AW5439  HORZ ORDER  -  FIRST
 AW5439  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5439  ELLP ORDER  -  FOURTH    CLASS II
 AW5439
 AW5439.The horizontal coordinates were established by GPS observations
 AW5439.and adjusted by the National Geodetic Survey in December 2001..
 AW5439
 AW5439.The orthometric height was determined by GPS observations and a
 AW5439.high-resolution geoid model using precise GPS observation and
 AW5439.processing techniques. It supersedes the leveled height previously
 AW5439.determined for this station.
 AW5439.WARNING-GPS observations at this control monument resulted in a GPS
 AW5439.derived orthometric height which differed from the leveled height by
 AW5439.more than one decimeter (0.1 meter).
 AW5439.The vertical order pertains to the first NAVD 88 superseded value.
 AW5439
 AW5439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5439
 AW5439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5439
 AW5439.The ellipsoidal height was determined by GPS observations
 AW5439.and is referenced to NAD 83.
 AW5439
 AW5439.The geoid height was determined by GEOID03.
 AW5439
 AW5439.The dynamic height is computed by dividing the NAVD 88
 AW5439.geopotential number by the normal gravity value computed on the
 AW5439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5439.degrees latitude (g = 980.6199 gals.).
 AW5439
 AW5439.The modeled gravity was interpolated from observed gravity values.
 AW5439
 AW5439;                    North         East     Units Scale Factor Converg.
 AW5439;SPC TXSC     - 4,231,486.292   927,255.282   MT  0.99990823   +1 39 36.1
 AW5439;SPC TXSC     -13,882,801.28  3,042,170.04   sFT  0.99990823   +1 39 36.1
 AW5439;UTM  15      - 3,308,270.732   247,770.480   MT  1.00038501   -1 18 06.2
 AW5439
 AW5439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5439!SPC TXSC     -   0.99999866  x   0.99990823  =   0.99990689
 AW5439!UTM  15      -   0.99999866  x   1.00038501  =   1.00038367
 AW5439
 AW5439                          SUPERSEDED SURVEY CONTROL
 AW5439
 AW5439  ELLIP H (10/25/00)    8.84   (m)                       GP(       ) 4 1
 AW5439  NAD 83(1993)-  29 52 45.31262(N)    095 36 41.68709(W) AD(       ) 1
 AW5439  ELLIP H (10/17/96)    8.96   (m)                       GP(       ) 3 1
 AW5439  NAD 83(1993)-  29 52 45.31197(N)    095 36 41.68755(W) AD(       ) 1
 AW5439  ELLIP H (02/16/96)    9.33   (m)                       GP(       ) 5 1
 AW5439  NAD 83(1986)-  29 52 45.32657(N)    095 36 41.66906(W) AD(       ) 1
 AW5439  NAVD 88 (06/15/91)   36.872  (m)          120.97   (f) ADJUSTED    1 2
 AW5439  NGVD 29 (12/23/87)   36.865  (m)          120.95   (f) ADJUSTED    1 2
 AW5439
 AW5439.Superseded values are not recommended for survey control.
 AW5439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5439.See file dsdata.txt to determine how the superseded data were derived.
 AW5439
 AW5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4777008271(NAD 83)
 AW5439_MARKER: I = METAL ROD
 AW5439_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5439_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5439_STAMPING: HGCSD 18 1986
 AW5439_MARK LOGO: NGS   
 AW5439_PROJECTION: FLUSH
 AW5439_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5439+STABILITY: POSITION/ELEVATION WELL
 AW5439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5439+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2004
 AW5439_ROD/PIPE-DEPTH: 16.8 meters
 AW5439_SLEEVE-DEPTH  : 6.1 meters
 AW5439
 AW5439  HISTORY     - Date     Condition        Report By
 AW5439  HISTORY     - 1986     MONUMENTED       NGS
 AW5439  HISTORY     - 1987     GOOD             NGS
 AW5439  HISTORY     - 19940326 GOOD             USPSQD
 AW5439  HISTORY     - 19941117 GOOD             HGCSD
 AW5439  HISTORY     - 20041011 GOOD             USPSQD
 AW5439
 AW5439                          STATION DESCRIPTION
 AW5439
 AW5439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5439'8.1 KM (5.05 MI) NW FROM FAIRBANKS.
 AW5439'3.9 KM (2.4 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 290 FROM THE POST
 AW5439'OFFICE IN FAIRBANKS, THENCE 4.2 KM (2.6 MI) WESTERLY ALONG FARM ROAD
 AW5439'529, 29.9 M (98.1 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 22.7 M
 AW5439'(74.5 FT) NORTH OF THE NORTHEAST CORNER OF THE SYSTEMS OFFICE
 AW5439'BUILDING, AND 1.5 M (4.9 FT) WEST OF THE WEST EDGE OF A SIDEWALK.
 AW5439'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5439'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5439
 AW5439                          STATION RECOVERY (1987)
 AW5439
 AW5439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5439'THE STATION IS LOCATED ABOUT 28.2 KM (17.5 MI)
 AW5439'NORTHWEST OF HOUSTON, 23.3 KM (14.5 MI) NORTHEAST OF KATY AND
 AW5439'12.9 KM (8.0 MI) SOUTHEAST OF CYPRESS.
 AW5439'OWNERSHIP--JOHN B GOSS SR, 13223 SPENCER ROAD, HOUSTON TX 77041,
 AW5439'PHONE 713-466-3441.
 AW5439'
 AW5439'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 290 AND
 AW5439'FARM ROAD 529, WHICH IS ABOUT 24.1 KM (15.0 MI) NORTHWEST OF
 AW5439'HOUSTON, GO WEST ON FARM ROAD 529 FOR 4.0 KM (2.5 MI) TO THE
 AW5439'STATION ON THE LEFT.
 AW5439'
 AW5439'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5439'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5439'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5439'LOGO CAP STAMPED---HGCSD 18 1986---, THE ROD IS RECESSED 10 CM
 AW5439'BELOW THE GROUND.  LOCATED
 AW5439'29.9 METERS (98.0 FT) SOUTH FROM THE CENTERLINE OF FARM ROAD 529,
 AW5439'22.5 METERS (73.7 FT) NORTH FROM THE NORTHEAST CORNER OF THE
 AW5439'MECHANICAL SYSTEMS BUILDING AND
 AW5439'1.5 METERS (4.8 FT) WEST FROM THE WEST EDGE OF A NORTH-SOUTH
 AW5439'SIDEWALK.
 AW5439'
 AW5439'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5439'
 AW5439'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5439'
 AW5439'DESCRIBED BY P.C. OSLEY.
 AW5439
 AW5439                          STATION RECOVERY (1994)
 AW5439
 AW5439'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5439'RECOVERED IN GOOD CONDITION.
 AW5439
 AW5439                          STATION RECOVERY (1994)
 AW5439
 AW5439'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5439'RECOVERED AS DESCRIBED.
 AW5439
 AW5439                          STATION RECOVERY (2004)
 AW5439
 AW5439'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5439'THE NAME OF THE OFFICE BUILDING IS SEATRAZ SYSTEMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5506 ***********************************************************************
 AW5506  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5506  CBN         -  This is a Cooperative Base Network Control Station.
 AW5506  DESIGNATION -  HGCSD 19
 AW5506  PID         -  AW5506
 AW5506  STATE/COUNTY-  TX/HARRIS
 AW5506  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW5506
 AW5506                         *CURRENT SURVEY CONTROL
 AW5506  ___________________________________________________________________
 AW5506* NAD 83(1993)-  29 51 59.93079(N)    095 29 16.38753(W)     ADJUSTED  
 AW5506* NAVD 88     -        25.12   (meters)      82.4    (feet)  GPS OBS   
 AW5506  ___________________________________________________________________
 AW5506  X           -    -529,401.634 (meters)                     COMP
 AW5506  Y           -  -5,510,257.990 (meters)                     COMP
 AW5506  Z           -   3,157,562.137 (meters)                     COMP
 AW5506  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW5506  ELLIP HEIGHT-          -2.32  (meters)          (10/23/00) GPS OBS
 AW5506  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW5506  DYNAMIC HT  -          25.09  (meters)      82.3   (feet)  COMP
 AW5506  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 AW5506
 AW5506  HORZ ORDER  -  B
 AW5506  VERT ORDER  -  THIRD (See Below)
 AW5506  ELLP ORDER  -  FOURTH    CLASS II
 AW5506
 AW5506.The horizontal coordinates were established by GPS observations
 AW5506.and adjusted by the National Geodetic Survey in May 1994..
 AW5506
 AW5506.The orthometric height was determined by GPS observations and a
 AW5506.high-resolution geoid model using precise GPS observation and
 AW5506.processing techniques. It supersedes the leveled height previously
 AW5506.determined for this station.
 AW5506.WARNING-GPS observations at this control monument resulted in a GPS
 AW5506.derived orthometric height which differed from the leveled height by
 AW5506.more than one decimeter (0.1 meter).
 AW5506.The vertical order pertains to the first NAVD 88 superseded value.
 AW5506
 AW5506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5506
 AW5506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5506
 AW5506.The ellipsoidal height was determined by GPS observations
 AW5506.and is referenced to NAD 83.
 AW5506
 AW5506.The geoid height was determined by GEOID03.
 AW5506
 AW5506.The dynamic height is computed by dividing the NAVD 88
 AW5506.geopotential number by the normal gravity value computed on the
 AW5506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5506.degrees latitude (g = 980.6199 gals.).
 AW5506
 AW5506.The modeled gravity was interpolated from observed gravity values.
 AW5506
 AW5506;                    North         East     Units Scale Factor Converg.
 AW5506;SPC TXSC     - 4,230,442.115   939,240.187   MT  0.99990617   +1 43 14.3
 AW5506;SPC TXSC     -13,879,375.51  3,081,490.51   sFT  0.99990617   +1 43 14.3
 AW5506;UTM  15      - 3,306,608.134   259,690.707   MT  1.00031256   -1 14 22.3
 AW5506
 AW5506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5506!SPC TXSC     -   1.00000036  x   0.99990617  =   0.99990653
 AW5506!UTM  15      -   1.00000036  x   1.00031256  =   1.00031292
 AW5506
 AW5506                          SUPERSEDED SURVEY CONTROL
 AW5506
 AW5506  ELLIP H (10/17/96)   -2.16   (m)                       GP(       ) 3 1
 AW5506  ELLIP H (05/09/94)   -2.11   (m)                       GP(       ) 4 2
 AW5506  NAD 83(1986)-  29 51 59.94454(N)    095 29 16.36925(W) AD(       ) 1
 AW5506  NAVD 88 (06/15/91)   25.424  (m)           83.41   (f) ADJUSTED    1 2
 AW5506  NGVD 29 (12/23/87)   25.418  (m)           83.39   (f) ADJUSTED    1 2
 AW5506
 AW5506.Superseded values are not recommended for survey control.
 AW5506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5506.See file dsdata.txt to determine how the superseded data were derived.
 AW5506
 AW5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5969106608(NAD 83)
 AW5506_MARKER: I = METAL ROD
 AW5506_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5506_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5506_STAMPING: HGCSD 19 1986
 AW5506_MARK LOGO: NGS   
 AW5506_PROJECTION: RECESSED 3 CENTIMETERS
 AW5506_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5506+STABILITY: POSITION/ELEVATION WELL
 AW5506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5506+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1998
 AW5506_ROD/PIPE-DEPTH: 7.6  meters
 AW5506_SLEEVE-DEPTH  : 6.1 meters
 AW5506
 AW5506  HISTORY     - Date     Condition        Report By
 AW5506  HISTORY     - 1986     MONUMENTED       NGS
 AW5506  HISTORY     - 1987     GOOD             NGS
 AW5506  HISTORY     - 19930309 GOOD             NGS
 AW5506  HISTORY     - 19941121 GOOD             HGCSD
 AW5506  HISTORY     - 19980118 GOOD             NGS
 AW5506  HISTORY     - 20040212 MARK NOT FOUND   USPSQD
 AW5506
 AW5506                          STATION DESCRIPTION
 AW5506
 AW5506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5506'14.4 KM (8.95 MI) NW FROM HOUSTON.
 AW5506'THE MARK IS ABOVE LEVEL WITH A DRIVEWAY.
 AW5506'4.3 KM (2.65 MI) NORTHERLY ALONG SHEPPERD DRIVE FROM ITS JUNCTION WITH
 AW5506'THE MISSOURI KANSAS TEXAS RAILROAD IN HOUSTON, THENCE 9.9 KM (6.15 MI)
 AW5506'NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD, THENCE 0.2 KM
 AW5506'(0.1 MI) NORTHWEST ALONG BINGLE ROAD, 44.6 M (146.3 FT) SOUTHWEST OF
 AW5506'THE CENTERLINE OF BINGLE ROAD, 19.7 M (64.6 FT) NORTHEAST OF THE EAST
 AW5506'CORNER OF THE TEXAS COMMERCE BANK OF WOODLAWN, 13.6 M (44.6 FT)
 AW5506'SOUTHWEST OF THE CENTER OF A DRIVEWAY TO AN AUTOMATIC BANK TELLER, 5.6
 AW5506'M (18.4 FT) NORTHWEST OF A DRIVEWAY, AND 2.6 M (8.5 FT) NORTH OF THE
 AW5506'NORTH CORNER OF A 2.O FOOT SQUARE STORM DRAIN.  NOTE--ACCESS TO DATUM
 AW5506'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5506
 AW5506                          STATION RECOVERY (1987)
 AW5506
 AW5506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5506'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI)
 AW5506'EAST-NORTHEAST OF KATY, 24.1 KM (15.0 MI) SOUTHEAST OF CYPRESS,
 AW5506'16.1 KM (10.0 MI) NORTHWEST OF HOUSTON AND ON THE PROPERTY OF THE
 AW5506'TEXAS COMMERCE BANK, INWOOD BRANCH.
 AW5506'OWNERSHIP--TEXAS COMMERCE BANK, JOAN ZOGG, SENIOR VICE PRESIDENT,
 AW5506'6510 WEST LITTLE YORK, HOUSTON TX 77238, PHONE 713-466-3884.
 AW5506'
 AW5506'TO REACH THE STATION FROM THE INTERSECTION OF WEST LITTLE YORK ROAD
 AW5506'AND HOUSTON ROSSLYN ROAD, WHICH IS ABOUT 16.1 KM (10.0 MI)
 AW5506'NORTHWEST OF HOUSTON, GO NORTHERLY ON HOUSTON-ROSSLYN ROAD FOR 0.2
 AW5506'KM (0.1 MI) TO THE FIRST ENTRANCE TO THE BANK ON THE LEFT, TURN
 AW5506'LEFT AND GO WESTERLY FOR 0.1 KM (0.05 MI) TO THE STATION ON THE
 AW5506'RIGHT.
 AW5506'
 AW5506'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5506'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5506'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5506'LOGO CAP STAMPED---HGCSD 19 1986---, THE ROD IS RECESSED 4 CM BELOW
 AW5506'THE GROUND.  LOCATED
 AW5506'19.8 METERS (64.9 FT) NORTHEAST FROM THE EAST CORNER OF THE BANK
 AW5506'BUILDING,
 AW5506'2.7 METERS (8.9 FT) NORTH-NORTHEAST FROM THE NORTH CORNER OF A
 AW5506'METAL DRAIN GRATE AND
 AW5506'1.1 METERS (3.6 FT) NORTHWEST FROM THE NORTHWEST CURB OF THE
 AW5506'ENTRANCE DRIVE TO THE BANK.
 AW5506'
 AW5506'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5506'
 AW5506'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5506'
 AW5506'DESCRIBED BY P.C. OSLEY.
 AW5506
 AW5506                          STATION RECOVERY (1993)
 AW5506
 AW5506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW5506'THE STATION IS LOCATED ABOUT 25 KM (15.55 MI) EAST-NORTHEAST OF KATY,
 AW5506'8 KM (4.95 MI) WEST OF INTERSTATE HIGHWAY 45, 5 KM (3.10 MI) NORTH OF
 AW5506'INTERSTATE HIGHWAY 10, ON THE WEST SIDE OF HOUSTON AND IN THE EAST
 AW5506'LAWN OF THE PROPERTY OF THE TEXAS COMMERCE BANK, INWOOD BRANCH.
 AW5506'OWNERSHIP--TEXAS COMMERCE BANK, SUSAN CROWLEY, BRANCH MANAGER, 6510
 AW5506'WEST LITTLE YORK, HOUSTON, TX 77040.  PHONE 713-466-3884.
 AW5506'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 45
 AW5506'AND WEST LITTLE YORK ROAD (EXIT 55 B), GO WEST ON WEST LITTLE YORK
 AW5506'ROAD FOR 0.24 KM (0.15 MI) A Y-JUNCTION WITH VICTORY DRIVE ON THE
 AW5506'RIGHT.  BEAR LEFT, WEST, ON WEST LITTLE YORK ROAD FOR 1.9 KM
 AW5506'(1.20 MI) TO THE INTERSECTION OF MONTGOMERY ROAD.  CONTINUE AHEAD,
 AW5506'WEST, ON WEST LITTLE YORK ROAD FOR 4.45 KM (2.75 MI) TO THE
 AW5506'INTERSECTION OF ANTOINE DRIVE.  CONTINUE AHEAD, WESTERLY, ON WEST
 AW5506'LITTLE YORK ROAD FOR 1.49 KM (0.90 MI) TO THE INTERSECTION OF HOUSTON
 AW5506'ROSSLYN ROAD. CONTINUE AHEAD, WEST, ON WEST LITTLE YORK ROAD FOR 0.17
 AW5506'KM (0.10 MI) TO THE WEST ENTRANCE TO THE TEXAS  COMMERCE BANK ON THE
 AW5506'RIGHT.  TURN RIGHT, NORTHWEST, ON THE ENTRANCE ROAD FOR 0.03 KM
 AW5506'(0.00 MI) TO THE FRONT OF THE BANK, A PAVED DRIVE ON THE RIGHT AND
 AW5506'THE DRIVE UP WINDOWS ON THE LEFT. TURN RIGHT, NORTHEAST, ON THE ROAD
 AW5506'PASSING IN FRONT OF THE BANK FOR 0.09 KM (0.05 MI) TO THE STATION ON
 AW5506'THE LEFT ABOUT 20 M (65.6 FT) BEFORE COMING ONTO THE SOUTHBOUND LANES
 AW5506'OF HOUSTON ROSSLYN ROAD.
 AW5506'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 AW5506'2.5 CM GREASE FILLED SLEEVE 6.1 M (20.0 FT) LONG ENCASED IN A 12.7 CM
 AW5506'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET 3 CM BELOW THE
 AW5506'GROUND.  IT IS 19.8 M (65.0 FT) NORTHEAST FROM THE EAST CORNER OF THE
 AW5506'BANK, 24.8 M (81.4 FT) SOUTHWEST FROM THE CENTER OF THE SOUTHBOUND
 AW5506'LANES OF HOUSTON ROSSLYN ROAD, 13.7 M (44.9 FT) WEST FROM THE CENTER
 AW5506'OF THE NORTH CURB CORNER AT THE NORTH CORNER OF THE BANK PARKING LOT,
 AW5506'6.1 M (20.0 FT) NORTHWEST FROM THE CENTER OF THE PAVED DRIVE IN FRONT
 AW5506'OF THE BANK, 1.2 M (3.9 FT) NORTHWEST FROM THE NORTHWEST CURB OF THE
 AW5506'DRIVE IN FRONT OF THE BANK, AND 2.7 M (8.9 FT) NORTH-NORTHEAST FROM
 AW5506'THE NORTH CORNER OF A METAL DRAIN GRATE.
 AW5506
 AW5506                          STATION RECOVERY (1994)
 AW5506
 AW5506'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5506'RECOVERED AS DESCRIBED.
 AW5506
 AW5506                          STATION RECOVERY (1998)
 AW5506
 AW5506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AW5506'THE STATION WAS RECOVERED USING THE 1993 DESCRIPTION, ALL DIRECTIONS
 AW5506'AND DISTANCES CHECKED.
 AW5506
 AW5506                          STATION RECOVERY (2004)
 AW5506
 AW5506'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW5506'NOT FOUND BECAUSE CONSTRUCTION IN LAWN OF PROPERTY ONCE OWNED BY CHASE
 AW5506'(FORMERLY TEXAS COMMERCE BAND) AND NOW OWNED BY ECKERT DRUGS CREATING
 AW5506'A HOLDING POND FOR FIVE DRAINAGE PIPES WHICH FLOW TO STORM SEWER
 AW5506'PROBABLY DESTROYED THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6408 ***********************************************************************
 AJ6408  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6408  DESIGNATION -  HGCSD 19 RESET
 AJ6408  PID         -  AJ6408
 AJ6408  STATE/COUNTY-  TX/HARRIS
 AJ6408  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AJ6408
 AJ6408                         *CURRENT SURVEY CONTROL
 AJ6408  ___________________________________________________________________
 AJ6408* NAD 83(1993)-  29 51 57.74284(N)    095 29 16.44438(W)     ADJUSTED  
 AJ6408* NAVD 88     -        24.98   (meters)      82.0    (feet)  GPS OBS   
 AJ6408  ___________________________________________________________________
 AJ6408  X           -    -529,406.354 (meters)                     COMP
 AJ6408  Y           -  -5,510,291.161 (meters)                     COMP
 AJ6408  Z           -   3,157,503.669 (meters)                     COMP
 AJ6408  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AJ6408  ELLIP HEIGHT-          -2.41  (meters)          (12/03/01) GPS OBS
 AJ6408  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AJ6408
 AJ6408  HORZ ORDER  -  FIRST
 AJ6408  ELLP ORDER  -  FOURTH    CLASS II
 AJ6408
 AJ6408.The horizontal coordinates were established by GPS observations
 AJ6408.and adjusted by the National Geodetic Survey in December 2001..
 AJ6408
 AJ6408.The orthometric height was determined by GPS observations and a
 AJ6408.high-resolution geoid model using precise GPS observation and
 AJ6408.processing techniques.
 AJ6408
 AJ6408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6408
 AJ6408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6408
 AJ6408.The ellipsoidal height was determined by GPS observations
 AJ6408.and is referenced to NAD 83.
 AJ6408
 AJ6408.The geoid height was determined by GEOID03.
 AJ6408
 AJ6408;                    North         East     Units Scale Factor Converg.
 AJ6408;SPC TXSC     - 4,230,374.736   939,240.685   MT  0.99990607   +1 43 14.2
 AJ6408;SPC TXSC     -13,879,154.45  3,081,492.15   sFT  0.99990607   +1 43 14.2
 AJ6408;UTM  15      - 3,306,540.791   259,687.723   MT  1.00031258   -1 14 22.2
 AJ6408
 AJ6408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6408!SPC TXSC     -   1.00000038  x   0.99990607  =   0.99990645
 AJ6408!UTM  15      -   1.00000038  x   1.00031258  =   1.00031296
 AJ6408
 AJ6408                          SUPERSEDED SURVEY CONTROL
 AJ6408
 AJ6408.No superseded survey control is available for this station.
 AJ6408
 AJ6408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5968806541(NAD 83)
 AJ6408_MARKER: I = METAL ROD
 AJ6408_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6408_STAMPING: HGCSD 19 RESET 2000
 AJ6408_MARK LOGO: HGCSD 
 AJ6408_PROJECTION: RECESSED 6 CENTIMETERS
 AJ6408_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6408+STABILITY: POSITION/ELEVATION WELL
 AJ6408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6408+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AJ6408_ROD/PIPE-DEPTH: 11.5 meters
 AJ6408_SLEEVE-DEPTH  : 3.0 meters
 AJ6408
 AJ6408  HISTORY     - Date     Condition        Report By
 AJ6408  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6408  HISTORY     - 20051014 GOOD             USPSQD
 AJ6408
 AJ6408                          STATION DESCRIPTION
 AJ6408
 AJ6408'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6408'THE STATION IS LOCATED ABOUT 20.5 MILES (33.0 KM) EAST NORTHEAST FROM
 AJ6408'KATY, 11.3 MILES (18.2 KM) NORTH WEST OF HOUSTON, 15.5 MILES (24.9 KM)
 AJ6408'SOUTH WEST OF SPRING.  OWNERSHIP-- CHASE BANK--
 AJ6408'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 290 AND WEST LITTLE
 AJ6408'YORK, HEAD EAST ON WEST LITTLE YORK FOR ABOUT 3.6 MILES (5.8 KM) TO A
 AJ6408'CHASE BANK ON YOUR LEFT, THE CORNER OF NORTH HOUSTON ROSSLYN RD AND
 AJ6408'WEST LITTLE YORK.  THE STATION IS IN A SMALL GRASS ISLAND IN THE
 AJ6408'PARKING LOT OF THE CHASE BANK AND ECKERD DRUGS.  THE STATION IS A
 AJ6408'PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN INTO THE GROUND
 AJ6408'AND INSIDE A 1-INCH PVC PIPE THAT IS 10 FT (3.0 M) LONG FILLED WITH
 AJ6408'GREASE THAT IS INCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 AJ6408'STAMPED---HGCSD 19 RESET 2000---.  THE STATION IS 4 FEET (1.2 M)
 AJ6408'SOUTHWEST OF A CURB, 7.3 FEET (2.2 M) SOUTH EAST OF A CURB, 34 FEET
 AJ6408'(10.4 M) WEST OF A PUBLIC MAILBOX.
 AJ6408
 AJ6408                          STATION RECOVERY (2005)
 AJ6408
 AJ6408'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AJ6408'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1991 ***********************************************************************
 BL1991  HT_MOD      -  This is a Height Modernization Survey Station.
 BL1991  DESIGNATION -  HGCSD 2
 BL1991  PID         -  BL1991
 BL1991  STATE/COUNTY-  TX/HARRIS
 BL1991  USGS QUAD   -  ROSE HILL (1980)
 BL1991
 BL1991                         *CURRENT SURVEY CONTROL
 BL1991  ___________________________________________________________________
 BL1991* NAD 83(1993)-  30 03 33.59345(N)    095 41 49.87295(W)     ADJUSTED  
 BL1991* NAVD 88     -        54.45   (meters)     178.6    (feet)  GPS OBS   
 BL1991  ___________________________________________________________________
 BL1991  X           -    -548,470.549 (meters)                     COMP
 BL1991  Y           -  -5,497,697.470 (meters)                     COMP
 BL1991  Z           -   3,176,081.428 (meters)                     COMP
 BL1991  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BL1991  ELLIP HEIGHT-          26.92  (meters)          (12/03/01) GPS OBS
 BL1991  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BL1991  DYNAMIC HT  -          54.38  (meters)     178.4   (feet)  COMP
 BL1991  MODELED GRAV-     979,288.2   (mgal)                       NAVD 88
 BL1991
 BL1991  HORZ ORDER  -  FIRST
 BL1991  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1991  ELLP ORDER  -  FOURTH    CLASS II
 BL1991
 BL1991.The horizontal coordinates were established by GPS observations
 BL1991.and adjusted by the National Geodetic Survey in December 2001..
 BL1991
 BL1991.The orthometric height was determined by GPS observations and a
 BL1991.high-resolution geoid model using precise GPS observation and
 BL1991.processing techniques. It supersedes the leveled height previously
 BL1991.determined for this station.
 BL1991.WARNING-GPS observations at this control monument resulted in a GPS
 BL1991.derived orthometric height which differed from the leveled height by
 BL1991.more than one decimeter (0.1 meter).
 BL1991.The vertical order pertains to the first NAVD 88 superseded value.
 BL1991
 BL1991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL1991
 BL1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1991
 BL1991.The ellipsoidal height was determined by GPS observations
 BL1991.and is referenced to NAD 83.
 BL1991
 BL1991.The geoid height was determined by GEOID03.
 BL1991
 BL1991.The dynamic height is computed by dividing the NAVD 88
 BL1991.geopotential number by the normal gravity value computed on the
 BL1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1991.degrees latitude (g = 980.6199 gals.).
 BL1991
 BL1991.The modeled gravity was interpolated from observed gravity values.
 BL1991
 BL1991;                    North         East     Units Scale Factor Converg.
 BL1991;SPC TXSC     - 4,251,202.311   918,425.915   MT  0.99994297   +1 37 05.1
 BL1991;SPC TXSC     -13,947,486.25  3,013,202.36   sFT  0.99994297   +1 37 05.1
 BL1991;UTM  15      - 3,328,426.935   239,969.250   MT  1.00043430   -1 21 06.4
 BL1991
 BL1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1991!SPC TXSC     -   0.99999577  x   0.99994297  =   0.99993874
 BL1991!UTM  15      -   0.99999577  x   1.00043430  =   1.00043007
 BL1991
 BL1991                          SUPERSEDED SURVEY CONTROL
 BL1991
 BL1991  ELLIP H (10/25/00)   26.95   (m)                       GP(       ) 4 1
 BL1991  NAD 83(1993)-  30 03 33.59449(N)    095 41 49.87235(W) AD(       ) 1
 BL1991  ELLIP H (10/17/96)   27.07   (m)                       GP(       ) 3 1
 BL1991  NAD 83(1993)-  30 03 33.59384(N)    095 41 49.87199(W) AD(       ) 1
 BL1991  ELLIP H (02/16/96)   27.09   (m)                       GP(       ) 5 1
 BL1991  NAD 83(1986)-  30 03 33.60799(N)    095 41 49.85365(W) AD(       ) 1
 BL1991  NAVD 88 (06/15/91)   54.624  (m)          179.21   (f) ADJUSTED    1 2
 BL1991  NGVD 29 (12/23/87)   54.617  (m)          179.19   (f) ADJUSTED    1 2
 BL1991
 BL1991.Superseded values are not recommended for survey control.
 BL1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1991.See file dsdata.txt to determine how the superseded data were derived.
 BL1991
 BL1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3996928427(NAD 83)
 BL1991_MARKER: I = METAL ROD
 BL1991_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL1991_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL1991_STAMPING: HGCSD 2 1986
 BL1991_MARK LOGO: NGS   
 BL1991_PROJECTION: FLUSH
 BL1991_MAGNETIC: I = MARKER IS A STEEL ROD
 BL1991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL1991+STABILITY: POSITION/ELEVATION WELL
 BL1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1991+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 BL1991_ROD/PIPE-DEPTH: 19.5 meters
 BL1991_SLEEVE-DEPTH  : 6.1 meters
 BL1991
 BL1991  HISTORY     - Date     Condition        Report By
 BL1991  HISTORY     - 1986     MONUMENTED       NGS
 BL1991  HISTORY     - 1987     GOOD             NGS
 BL1991  HISTORY     - 19931106 GOOD             USPSQD
 BL1991  HISTORY     - 19941122 GOOD             HGCSD
 BL1991  HISTORY     - 20050108 GOOD             USPSQD
 BL1991
 BL1991                          STATION DESCRIPTION
 BL1991
 BL1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BL1991'10.5 KM (6.5 MI) NORTH FROM CYPRESS.
 BL1991'0.3 KM (0.2 MI) NORTHEAST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION
 BL1991'WITH SPRING-CYPRESS ROAD IN CYPRESS, THENCE 10.2 KM (6.35 MI)
 BL1991'NORTHERLY ALONG CYPRESS-ROSE HILL ROAD, 10.7 M (35.1 FT) EAST OF THE
 BL1991'CENTERLINE OF THE ROAD, 10.2 M (33.5 FT) NORTH OF UTILITY POLE NUMBER
 BL1991'2, 2.6 M (8.5 FT) NORTH OF THE CENTER OF A DRIVEWAY AT 20242
 BL1991'CYPRESS-ROSE HILL ROAD, AND 1.8 M (5.9 FT) WEST OF A GATE POST.
 BL1991'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BL1991
 BL1991                          STATION RECOVERY (1987)
 BL1991
 BL1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL1991'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI)
 BL1991'EAST OF WALLER, 11.3 KM (7.0 MI) NORTH OF CYPRESS, 8.0 KM (5.0 MI)
 BL1991'WEST OF TOMBALL AND ON THE NORTH SIDE OF AN ENTRANCE DRIVE.
 BL1991'OWNERSHIP--JOHN MICKLER, 20242 CYPRESS-ROSEHILL ROAD, TOMBALL TX
 BL1991'77375, PHONE 713-351-1173.
 BL1991'
 BL1991'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 149 AND FARM
 BL1991'ROAD 2920 ON THE WEST SIDE OF TOMBALL, GO WEST ON FARM ROAD 2920
 BL1991'FOR 2.4 KM (1.5 MI) TO HOLLY CREEK TRAIL ON THE RIGHT.  CONTINUE
 BL1991'WEST FOR 0.8 KM (0.5 MI) TO CYPRESS-ROSEHILL ROAD ON THE LEFT.
 BL1991'TURN LEFT AND GO SOUTH FOR 2.4 KM (1.5 MI) TO A DRIVEWAY AND THE
 BL1991'STATION ON THE LEFT.
 BL1991'
 BL1991'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BL1991'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 BL1991'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 BL1991'LOGO CAP STAMPED---HGCSD 2 1986---, THE ROD IS RECESSED 8 CM BELOW
 BL1991'THE GROUND.  LOCATED 10.1 METERS (33.1 FT) EAST FROM THE CENTERLINE
 BL1991'OF PAVED ROAD, 2.7 METERS (8.9 FT) NORTH FROM THE CENTER OF DIRT
 BL1991'DRIVEWAY AND 0.7 METER (2.3 FT) SOUTH-SOUTHWEST FROM THE PIPE FENCE
 BL1991'CORNER.
 BL1991'
 BL1991'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 BL1991'
 BL1991'THIS STATION IS SUITALBE FOR GPS SURVEYS.
 BL1991'
 BL1991'DESCRIBED BY B.L. LAMBERT.
 BL1991
 BL1991                          STATION RECOVERY (1993)
 BL1991
 BL1991'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1991'RECOVERED IN GOOD CONDITION.
 BL1991
 BL1991                          STATION RECOVERY (1994)
 BL1991
 BL1991'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 BL1991'RECOVERED AS DESCRIBED.
 BL1991
 BL1991                          STATION RECOVERY (2005)
 BL1991
 BL1991'RECOVERY NOTE BY US POWER SQUADRON 2005 (KJO)
 BL1991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5568 ***********************************************************************
 AW5568  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5568  DESIGNATION -  HGCSD 20
 AW5568  PID         -  AW5568
 AW5568  STATE/COUNTY-  TX/HARRIS
 AW5568  USGS QUAD   -  SETTEGAST (1995)
 AW5568
 AW5568                         *CURRENT SURVEY CONTROL
 AW5568  ___________________________________________________________________
 AW5568* NAD 83(1993)-  29 52 29.28005(N)    095 22 11.52832(W)     ADJUSTED  
 AW5568* NAVD 88     -        21.95   (meters)      72.0    (feet)  GPS OBS   
 AW5568  ___________________________________________________________________
 AW5568  X           -    -518,008.252 (meters)                     COMP
 AW5568  Y           -  -5,510,885.966 (meters)                     COMP
 AW5568  Z           -   3,158,344.255 (meters)                     COMP
 AW5568  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW5568  ELLIP HEIGHT-          -5.41  (meters)          (12/03/01) GPS OBS
 AW5568  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW5568  DYNAMIC HT  -          21.92  (meters)      71.9   (feet)  COMP
 AW5568  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 AW5568
 AW5568  HORZ ORDER  -  FIRST
 AW5568  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5568  ELLP ORDER  -  FOURTH    CLASS II
 AW5568
 AW5568.The horizontal coordinates were established by GPS observations
 AW5568.and adjusted by the National Geodetic Survey in December 2001..
 AW5568
 AW5568.The orthometric height was determined by GPS observations and a
 AW5568.high-resolution geoid model using precise GPS observation and
 AW5568.processing techniques. It supersedes the leveled height previously
 AW5568.determined for this station.
 AW5568.The vertical order pertains to the first NAVD 88 superseded value.
 AW5568
 AW5568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5568
 AW5568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5568
 AW5568.The ellipsoidal height was determined by GPS observations
 AW5568.and is referenced to NAD 83.
 AW5568
 AW5568.The geoid height was determined by GEOID03.
 AW5568
 AW5568.The dynamic height is computed by dividing the NAVD 88
 AW5568.geopotential number by the normal gravity value computed on the
 AW5568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5568.degrees latitude (g = 980.6199 gals.).
 AW5568
 AW5568.The modeled gravity was interpolated from observed gravity values.
 AW5568
 AW5568;                    North         East     Units Scale Factor Converg.
 AW5568;SPC TXSC     - 4,231,693.391   950,607.919   MT  0.99990750   +1 46 42.4
 AW5568;SPC TXSC     -13,883,480.73  3,118,786.15   sFT  0.99990750   +1 46 42.4
 AW5568;UTM  15      - 3,307,271.015   271,112.136   MT  1.00024643   -1 10 51.5
 AW5568
 AW5568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5568!SPC TXSC     -   1.00000085  x   0.99990750  =   0.99990835
 AW5568!UTM  15      -   1.00000085  x   1.00024643  =   1.00024728
 AW5568
 AW5568                          SUPERSEDED SURVEY CONTROL
 AW5568
 AW5568  ELLIP H (10/25/00)   -5.37   (m)                       GP(       ) 4 1
 AW5568  NAD 83(1993)-  29 52 29.28034(N)    095 22 11.52790(W) AD(       ) 1
 AW5568  ELLIP H (10/17/96)   -5.24   (m)                       GP(       ) 3 1
 AW5568  NAD 83(1993)-  29 52 29.28003(N)    095 22 11.52845(W) AD(       ) 1
 AW5568  ELLIP H (02/16/96)   -5.22   (m)                       GP(       ) 5 1
 AW5568  NAD 83(1986)-  29 52 29.29416(N)    095 22 11.50953(W) AD(       ) 1
 AW5568  NAVD 88 (07/26/02)   21.956  (m)           72.03   (f) ADJUSTED    1 2
 AW5568  NAVD 88 (09/11/96)   21.973  (m)           72.09   (f) UNKNOWN     1 2
 AW5568  NAVD 88 (06/15/91)   22.172  (m)           72.74   (f) UNKNOWN     1 2
 AW5568  NGVD 29 (12/23/87)   22.170  (m)           72.74   (f) ADJUSTED    1 2
 AW5568
 AW5568.Superseded values are not recommended for survey control.
 AW5568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5568.See file dsdata.txt to determine how the superseded data were derived.
 AW5568
 AW5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7111207271(NAD 83)
 AW5568_MARKER: I = METAL ROD
 AW5568_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5568_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5568_STAMPING: HGCSD 20 1986
 AW5568_MARK LOGO: NGS   
 AW5568_PROJECTION: FLUSH
 AW5568_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5568+STABILITY: POSITION/ELEVATION WELL
 AW5568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5568+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AW5568_ROD/PIPE-DEPTH: 13.1 meters
 AW5568_SLEEVE-DEPTH  : 6.1 meters
 AW5568
 AW5568  HISTORY     - Date     Condition        Report By
 AW5568  HISTORY     - 1986     MONUMENTED       NGS
 AW5568  HISTORY     - 1987     GOOD             NGS
 AW5568  HISTORY     - 19941122 GOOD             HGCSD
 AW5568  HISTORY     - 19951007 GOOD             CHANCE
 AW5568  HISTORY     - 19960204 GOOD             NGS
 AW5568  HISTORY     - 20040927 GOOD             USPSQD
 AW5568
 AW5568                          STATION DESCRIPTION
 AW5568
 AW5568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5568'14.0 KM (8.7 MI) NORTH FROM HOUSTON.
 AW5568'4.5 KM (2.8 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 AW5568'THE STATION IN HOUSTON, THENCE 8.2 KM (5.1 MI) NORTHERLY ALONG THE
 AW5568'MISSOURI PACIFIC RAILROAD, THENCE 0.5 KM (0.3 MI) WEST ALONG LITTLE
 AW5568'YORK ROAD, THENCE 0.5 KM (0.3 MI) NORTH ALONG CARDIFF ROAD, THENCE 0.1
 AW5568'KM (0.05 MI) EAST ALONG JOHN ALBER ROAD, THENCE 0.2 KM (0.1 MI) NORTH
 AW5568'ALONG WINFREY ROAD, 25.2 M (82.7 FT) EAST OF THE EAST FACE OF THE C.E.
 AW5568'BARRICK ELEMENTARY SCHOOL, 21.4 M (70.2 FT) SOUTHEAST OF THE CENTER OF
 AW5568'A GATE, 15.1 M (49.5 FT) SOUTH OF THE SOUTH FENCE OF THE NORTH PARKING
 AW5568'LOT, 15.0 M (49.2 FT) WEST OF THE CENTER OF THE ROAD, AND 4.1 M
 AW5568'(13.5 FT) NORTH OF THE NORTH CURB OF THE NORTH DRIVEWAY TO THE MAIN
 AW5568'ENTRANCE OF THE SCHOOL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5568'5-INCH LOGO CAP.
 AW5568'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 AW5568
 AW5568                          STATION RECOVERY (1987)
 AW5568
 AW5568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5568'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI)
 AW5568'WEST OF SHELDON, 14.5 KM (9.0 MI) NORTHEAST OF HOUSTON,
 AW5568'12.1 KM (7.5 MI) SOUTH-SOUTHWEST OF HUMBLE AND ON SCHOOL PROPERTY.
 AW5568'OWNERSHIP--C E BARRICK ELEMENTARY SCHOOL, O G MOBLEY, PRINCIPAL,
 AW5568'12001 WINFREY LANE, HOUSTON TX 77076, PHONE 713-447-4322.
 AW5568'
 AW5568'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 59 AND
 AW5568'BELTWAY 8, WHICH IS ABOUT 21.7 KM (13.5 MI) NORTH OF HOUSTON, GO
 AW5568'SOUTHERLY ON U.S. HIGHWAY 59 FOR 8.0 KM (4.95 MI) TO A CROSSROAD,
 AW5568'TURN LEFT AND GO EAST ON EAST LITTLE YORK ROAD FOR 3.6 KM (2.25 MI)
 AW5568'TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON CARDIFF ROAD FOR 0.2
 AW5568'KM (0.15 MI) TO A T-JUNCTION, TURN RIGHT AND GO EAST ON JOHN ALDER
 AW5568'ROAD FOR 0.1 KM (0.05 MI) TO A SIDE ROAD LEFT, TURN LEFT AND GO
 AW5568'NORTH ON WINFREY ROAD FOR 0.2 KM (0.1 MI) TO THE STATION ON THE
 AW5568'LEFT.
 AW5568'
 AW5568'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5568'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5568'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5568'LOGO CAP STAMPED---HGCSD 20 1986---, THE ROD IS RECESSED 5 CM BELOW
 AW5568'THE GROUND.  LOCATED
 AW5568'15.0 METERS (49.3 FT) SOUTH FROM AN EAST-WEST FENCE LINE,
 AW5568'14.8 METERS (48.5 FT) WEST FROM THE CENTER OF WINFREY ROAD AND
 AW5568'3.0 METERS (10.0 FT) NORTH FROM THE NORTH EDGE OF A SIDEWALK AT THE
 AW5568'ENTRANCE DRIVE.
 AW5568'
 AW5568'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5568'
 AW5568'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5568'
 AW5568'DESCRIBED BY P.C. OSLEY.
 AW5568
 AW5568                          STATION RECOVERY (1994)
 AW5568
 AW5568'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5568'RECOVERED AS DESCRIBED.
 AW5568
 AW5568                          STATION RECOVERY (1995)
 AW5568
 AW5568'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5568'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT JOHN ALBER ROAD IS
 AW5568'JOHN ALBERS ROAD AND NOTE THAT WINFREY ROAD IS A ONE WAY STREET FOR
 AW5568'SOUTHBOUND TRAFFIC ONLY.  NOTE= STATION IS IN SCHOOL YARD, ACCESS IS
 AW5568'LIMITED.  ADDITIONAL TIES FOLLOW.  50.5 FT (15.4 M) SOUTH OF THE
 AW5568'NORTHEAST CORNER POST OF THE FENCED SCHOOL YARD.  12.5 FT (3.8 M) WEST
 AW5568'OF THE EAST PERIMETER FENCE.  15 FT (4.6 M) NORTH OF THE CURB OF A
 AW5568'CURVED DRIVEWAY THROUGH THE SCHOOL YARD.  38 FT (11.6 M) WEST OF THE
 AW5568'WEST EDGE OF OF WINFREY ROAD.  82 FT (25.0 M) EAST OF THE EAST FACE OF
 AW5568'THE ELEMENTARY SCHOOL.
 AW5568
 AW5568                          STATION RECOVERY (1996)
 AW5568
 AW5568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5568'IN HOUSTON, IN THE NORTHEAST LAWN OF THE C.E.  BARRICK ELEMENTARY
 AW5568'SCHOOL AT 12001 WINFREY ROAD, 25.2 M (82.7 FT) EAST OF THE EAST FACE
 AW5568'OF THE SCHOOL, 21.4 M (70.2 FT) NORTHWEST OF THE CENTER OF A GATE,
 AW5568'15.1 M (49.5 FT) SOUTH OF THE SOUTH END OF THE NORTH PARKING AREA,
 AW5568'15.0 M (49.2 FT) WEST OF THE ROAD CENTER, 4.6 M (15.1 FT) NORTH OF THE
 AW5568'NORTH CURB OF A DRIVEWAY THAT LEADS TO THE MAIN ENTRANCE TO THE
 AW5568'SCHOOL, 3.8 M (12.5 FT) WEST OF THE EAST CHAIN-LINK FENCE THAT
 AW5568'ENCLOSES THE SCHOOL, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.
 AW5568'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AW5568
 AW5568                          STATION RECOVERY (2004)
 AW5568
 AW5568'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5655 ***********************************************************************
 AW5655  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5655  DESIGNATION -  HGCSD 21
 AW5655  PID         -  AW5655
 AW5655  STATE/COUNTY-  TX/HARRIS
 AW5655  USGS QUAD   -  JACINTO CITY (1982)
 AW5655
 AW5655                         *CURRENT SURVEY CONTROL
 AW5655  ___________________________________________________________________
 AW5655* NAD 83(1993)-  29 50 57.58662(N)    095 10 26.70633(W)     ADJUSTED  
 AW5655* NAVD 88     -        12.36   (meters)      40.6    (feet)  GPS OBS   
 AW5655  ___________________________________________________________________
 AW5655  X           -    -499,300.197 (meters)                     COMP
 AW5655  Y           -  -5,514,015.724 (meters)                     COMP
 AW5655  Z           -   3,155,890.999 (meters)                     COMP
 AW5655  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AW5655  ELLIP HEIGHT-         -14.92  (meters)          (12/03/01) GPS OBS
 AW5655  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW5655  DYNAMIC HT  -          12.35  (meters)      40.5   (feet)  COMP
 AW5655  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 AW5655
 AW5655  HORZ ORDER  -  FIRST
 AW5655  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5655  ELLP ORDER  -  FOURTH    CLASS II
 AW5655
 AW5655.The horizontal coordinates were established by GPS observations
 AW5655.and adjusted by the National Geodetic Survey in December 2001..
 AW5655
 AW5655.The orthometric height was determined by GPS observations and a
 AW5655.high-resolution geoid model using precise GPS observation and
 AW5655.processing techniques. It supersedes the leveled height previously
 AW5655.determined for this station.
 AW5655.The vertical order pertains to the first NAVD 88 superseded value.
 AW5655
 AW5655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5655
 AW5655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5655
 AW5655.The ellipsoidal height was determined by GPS observations
 AW5655.and is referenced to NAD 83.
 AW5655
 AW5655.The geoid height was determined by GEOID03.
 AW5655
 AW5655.The dynamic height is computed by dividing the NAVD 88
 AW5655.geopotential number by the normal gravity value computed on the
 AW5655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5655.degrees latitude (g = 980.6199 gals.).
 AW5655
 AW5655.The modeled gravity was interpolated from observed gravity values.
 AW5655
 AW5655;                    North         East     Units Scale Factor Converg.
 AW5655;SPC TXSC     - 4,229,474.536   969,603.025   MT  0.99990342   +1 52 27.7
 AW5655;SPC TXSC     -13,876,201.04  3,181,105.92   sFT  0.99990342   +1 52 27.7
 AW5655;UTM  15      - 3,304,073.932   289,972.878   MT  1.00014428   -1 04 56.9
 AW5655
 AW5655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5655!SPC TXSC     -   1.00000234  x   0.99990342  =   0.99990576
 AW5655!UTM  15      -   1.00000234  x   1.00014428  =   1.00014662
 AW5655
 AW5655                          SUPERSEDED SURVEY CONTROL
 AW5655
 AW5655  ELLIP H (10/25/00)  -14.94   (m)                       GP(       ) 4 1
 AW5655  NAD 83(1993)-  29 50 57.58624(N)    095 10 26.70538(W) AD(       ) 1
 AW5655  ELLIP H (10/17/96)  -14.81   (m)                       GP(       ) 3 1
 AW5655  NAD 83(1993)-  29 50 57.58595(N)    095 10 26.70594(W) AD(       ) 1
 AW5655  ELLIP H (02/16/96)  -14.89   (m)                       GP(       ) 5 1
 AW5655  NAD 83(1986)-  29 50 57.59999(N)    095 10 26.68712(W) AD(       ) 1
 AW5655  NAVD 88 (06/15/91)   12.398  (m)           40.68   (f) ADJUSTED    1 2
 AW5655  NGVD 29 (12/23/87)   12.396  (m)           40.67   (f) ADJUSTED    1 2
 AW5655
 AW5655.Superseded values are not recommended for survey control.
 AW5655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5655.See file dsdata.txt to determine how the superseded data were derived.
 AW5655
 AW5655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8997304074(NAD 83)
 AW5655_MARKER: I = METAL ROD
 AW5655_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5655_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5655_STAMPING: HGCSD 21 1986
 AW5655_MARK LOGO: NGS   
 AW5655_PROJECTION: RECESSED 2 CENTIMETERS
 AW5655_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5655+STABILITY: POSITION/ELEVATION WELL
 AW5655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5655+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AW5655_ROD/PIPE-DEPTH: 10.4 meters
 AW5655_SLEEVE-DEPTH  : 6.1 meters
 AW5655
 AW5655  HISTORY     - Date     Condition        Report By
 AW5655  HISTORY     - 1986     MONUMENTED       NGS
 AW5655  HISTORY     - 1987     GOOD             NGS
 AW5655  HISTORY     - 19940911 GOOD             USPSQD
 AW5655  HISTORY     - 19941123 GOOD             HGCSD
 AW5655  HISTORY     - 20050222 GOOD             ENGLE
 AW5655
 AW5655                          STATION DESCRIPTION
 AW5655
 AW5655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5655'5.1 KM (3.15 MI) SW FROM SHELDON.
 AW5655'4.9 KM (3.05 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AW5655'WITH SHELDON ROAD IN SHELDON, THENCE 0.2 KM (0.1 MI) NORTH ALONG
 AW5655'PINELAND ROAD, IN THE CENTER OF THE LAWN OF AMF INCORPORATED, 33.2 M
 AW5655'(108.9 FT) EAST OF THE CENTERLINE OF THE ROAD, 13.7 M (44.9 FT)
 AW5655'SOUTHEAST OF THE MOST SOUTHERLY 1 OF 2 FLAGPOLES, 7.2 M (23.6 FT) WEST
 AW5655'OF THE WEST CURB OF THE MOST NORTHERLY 1 OF 2 PARKING LOTS, AND 0.2 M
 AW5655'(0.7 FT) NORTH OF THE NORTH CURB OF THE SOUTH PARKING LOT.
 AW5655'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5655'THE MARK IS ABOVE LEVEL WITH THE SOUTH PARKING LOT.
 AW5655
 AW5655                          STATION RECOVERY (1987)
 AW5655
 AW5655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5655'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI)
 AW5655'NORTHEAST OF HOUSTON, 17.7 KM (11.0 MI) NORTH-NORTHWEST OF DEER
 AW5655'PARK AND 11.3 KM (7.0 MI) WEST-SOUTHWEST OF BARRETT.
 AW5655'OWNERSHIP--TUBOSCOPE INC, HARRY WALLACE, PLANT MANAGER,
 AW5655'2919 HOLMES ROAD, HOUSTON TX 77051, PHONE 713-799-5100.
 AW5655'
 AW5655'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND
 AW5655'UVALDE ROAD, WHICH IS ABOUT 20.1 KM (12.5 MI) NORTHEAST OF HOUSTON,
 AW5655'GO NORTHEAST ON U.S. HIGHWAY 90 FOR 1.0 KM (0.65 MI) TO A SIDE ROAD
 AW5655'LEFT, TURN LEFT AND GO NORTHERLY ON PINELAND ROAD FOR 0.2 KM (0.1
 AW5655'MI) TO THE STATION ON THE RIGHT, INSIDE A SQUARE GRASSY AREA OF THE
 AW5655'PARKING LOT OF THE PLANT.
 AW5655'
 AW5655'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5655'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5655'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5655'LOGO CAP STAMPED---HGCSD 21 1986---, THE ROD IS 10 CM BELOW THE
 AW5655'GROUND.  LOCATED
 AW5655'33.2 METERS (109.0 FT) EAST FROM THE CENTERLINE OF PINELAND ROAD,
 AW5655'12.2 METERS (40.1 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 AW5655'CONCRETE BASE OF TWO FLAG POLES,
 AW5655'7.2 METERS (23.5 FT) WEST FROM THE EAST CURB OF THE GRASSY AREA AND
 AW5655'0.3 METERS (0.9 FT) NORTH FROM THE SOUTH CURB OF THE GRASSY AREA.
 AW5655'
 AW5655'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5655'
 AW5655'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5655'
 AW5655'DESCRIBED BY P.C. OSLEY.
 AW5655
 AW5655                          STATION RECOVERY (1994)
 AW5655
 AW5655'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5655'RECOVERED IN GOOD CONDITION.
 AW5655
 AW5655                          STATION RECOVERY (1994)
 AW5655
 AW5655'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5655'RECOVERED AS DESCRIBED.
 AW5655
 AW5655                          STATION RECOVERY (2005)
 AW5655
 AW5655'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AW5655'AMF INCORPORATED IS NOW TUBOSCOPE VETCO INTERNATIONAL.  +/-226.7'
 AW5655'NORTHWEST OF K 1148 1959.  THERE ARE TREES AND SOME POWERLINES THAT
 AW5655'PARTIALLY OBSTRUCT THE FIELD OF VIEW FOR GPS OBSERVATIONS.  HOWEVER,
 AW5655'THERE IS STILL APPROXIMATELY A 214 30' UNOBSTRUCTED FIELD OF VIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5657 ***********************************************************************
 AW5657  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5657  DESIGNATION -  HGCSD 22
 AW5657  PID         -  AW5657
 AW5657  STATE/COUNTY-  TX/HARRIS
 AW5657  USGS QUAD   -  HIGHLANDS (1995)
 AW5657
 AW5657                         *CURRENT SURVEY CONTROL
 AW5657  ___________________________________________________________________
 AW5657* NAD 83(1993)-  29 51 26.79993(N)    095 03 34.14615(W)     ADJUSTED  
 AW5657* NAVD 88     -        13.22   (meters)      43.4    (feet)  GPS OBS   
 AW5657  ___________________________________________________________________
 AW5657  X           -    -488,230.934 (meters)                     COMP
 AW5657  Y           -  -5,514,558.080 (meters)                     COMP
 AW5657  Z           -   3,156,671.581 (meters)                     COMP
 AW5657  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AW5657  ELLIP HEIGHT-         -14.07  (meters)          (12/03/01) GPS OBS
 AW5657  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW5657  DYNAMIC HT  -          13.20  (meters)      43.3   (feet)  COMP
 AW5657  MODELED GRAV-     979,296.4   (mgal)                       NAVD 88
 AW5657
 AW5657  HORZ ORDER  -  FIRST
 AW5657  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5657  ELLP ORDER  -  FOURTH    CLASS II
 AW5657
 AW5657.The horizontal coordinates were established by GPS observations
 AW5657.and adjusted by the National Geodetic Survey in December 2001..
 AW5657
 AW5657.The orthometric height was determined by GPS observations and a
 AW5657.high-resolution geoid model using precise GPS observation and
 AW5657.processing techniques. It supersedes the leveled height previously
 AW5657.determined for this station.
 AW5657.The vertical order pertains to the first NAVD 88 superseded value.
 AW5657
 AW5657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5657
 AW5657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5657
 AW5657.The ellipsoidal height was determined by GPS observations
 AW5657.and is referenced to NAD 83.
 AW5657
 AW5657.The geoid height was determined by GEOID03.
 AW5657
 AW5657.The dynamic height is computed by dividing the NAVD 88
 AW5657.geopotential number by the normal gravity value computed on the
 AW5657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5657.degrees latitude (g = 980.6199 gals.).
 AW5657
 AW5657.The modeled gravity was interpolated from observed gravity values.
 AW5657
 AW5657;                    North         East     Units Scale Factor Converg.
 AW5657;SPC TXSC     - 4,230,741.061   980,639.549   MT  0.99990470   +1 55 49.8
 AW5657;SPC TXSC     -13,880,356.30  3,217,314.92   sFT  0.99990470   +1 55 49.8
 AW5657;UTM  15      - 3,304,769.680   301,062.388   MT  1.00008831   -1 01 32.3
 AW5657
 AW5657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5657!SPC TXSC     -   1.00000221  x   0.99990470  =   0.99990691
 AW5657!UTM  15      -   1.00000221  x   1.00008831  =   1.00009052
 AW5657
 AW5657                          SUPERSEDED SURVEY CONTROL
 AW5657
 AW5657  ELLIP H (10/25/00)  -14.06   (m)                       GP(       ) 4 1
 AW5657  NAD 83(1993)-  29 51 26.80091(N)    095 03 34.14515(W) AD(       ) 1
 AW5657  ELLIP H (10/17/96)  -13.93   (m)                       GP(       ) 3 1
 AW5657  NAD 83(1993)-  29 51 26.80025(N)    095 03 34.14605(W) AD(       ) 1
 AW5657  ELLIP H (02/16/96)  -13.97   (m)                       GP(       ) 5 1
 AW5657  ELLIP H (01/21/93)  -14.01   (m)                       GP(       ) 4 2
 AW5657  NAD 83(1986)-  29 51 26.81411(N)    095 03 34.12701(W) AD(       ) 1
 AW5657  NAVD 88 (06/15/91)   13.275  (m)           43.55   (f) ADJUSTED    1 2
 AW5657  NGVD 29 (12/23/87)   13.273  (m)           43.55   (f) ADJUSTED    1 2
 AW5657
 AW5657.Superseded values are not recommended for survey control.
 AW5657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5657.See file dsdata.txt to determine how the superseded data were derived.
 AW5657
 AW5657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0106204770(NAD 83)
 AW5657_MARKER: I = METAL ROD
 AW5657_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5657_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5657_STAMPING: HGCSD 22 1986
 AW5657_MARK LOGO: NGS   
 AW5657_PROJECTION: RECESSED 1 CENTIMETERS
 AW5657_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5657+STABILITY: POSITION/ELEVATION WELL
 AW5657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5657+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW5657_ROD/PIPE-DEPTH: 11.6 meters
 AW5657_SLEEVE-DEPTH  : 6.1 meters
 AW5657
 AW5657  HISTORY     - Date     Condition        Report By
 AW5657  HISTORY     - 1986     MONUMENTED       NGS
 AW5657  HISTORY     - 1987     GOOD             NGS
 AW5657  HISTORY     - 19940818 GOOD             USPSQD
 AW5657  HISTORY     - 19941123 GOOD             HGCSD
 AW5657  HISTORY     - 20040317 GOOD             USPSQD
 AW5657
 AW5657                          STATION DESCRIPTION
 AW5657
 AW5657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5657'6.1 KM (3.8 MI) SOUTH FROM CROSBY.
 AW5657'6.1 KM (3.8 MI) SOUTHERLY ALONG FARM ROAD 2100 FROM THE POST OFFICE IN
 AW5657'CROSBY, 16.5 M (54.1 FT) WEST OF THE CENTERLINE OF THE ROAD, 8.1 M
 AW5657'(26.6 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE ROAD, AND 4.2 M
 AW5657'(13.8 FT) WEST OF THE NORTHEAST CORNER OF A FENCE SURROUNDING THE
 AW5657'WHITE CEMETERY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5657'LOGO CAP.
 AW5657'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST AND FENCE
 AW5657'THE MARK IS 0.3 M BELOW THE ROAD.
 AW5657
 AW5657                          STATION RECOVERY (1987)
 AW5657
 AW5657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5657'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI)
 AW5657'EAST-SOUTHEAST OF SHELDON, 4.5 KM (2.8 MI) NORTH OF HIGHLANDS, 3.2
 AW5657'KM (2.0 MI) SOUTH OF BARRETT AND AT THE NORTHEAST CORNER OF THE
 AW5657'WHITE CEMETERY PROPERTY.
 AW5657'OWNERSHIP--WHITE CEMETERY, KEITH KRIZAK, 11011 CROSBY-LYNCHBURG
 AW5657'ROAD, HIGHLANDS TX 77562, PHONE 713-426-3555 (OFFICE) AND
 AW5657'713-427-3783 (HOME).
 AW5657'
 AW5657'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AW5657'THE CROSBY-LYNCHBURG ROAD (MAIN STREET), WHICH IS ABOUT 12.9 KM
 AW5657'(8.0 MI) EAST OF THE EAST EDGE OF HOUSTON, GO NORTH ON
 AW5657'CROSBY-LYNCHBURG ROAD FOR 3.3 KM (2.05 MI) TO THE INTERSECTION OF
 AW5657'WALLISVILLE ROAD.  CONTINUE NORTH ON CROSBY-LYNCHBURG ROAD FOR 4.6
 AW5657'KM (2.85 MI) TO THE STATION ON THE LEFT AT THE NORTHEAST CORNER OF
 AW5657'THE CEMETERY.
 AW5657'
 AW5657'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5657'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5657'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5657'LOGO CAP STAMPED---HGCSD 22 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5657'THE GROUND.  LOCATED 46.0 METERS (151.0 FT) NORTH OF THE MOST
 AW5657'NORTHERLY CURB OF THE TWIN ENTRANCE ROADS TO CEMETERY, 16.8 METERS
 AW5657'(55.0 FT) WEST OF THE CENTERLINE OF CROSBY-LYNCHBURG ROAD, 5.8
 AW5657'METERS (19.0 FT) SOUTHWEST OF AN ARROW SHAPED PIPE THAT MARKS A
 AW5657'PIPELINE, 0.6 METER (2.0 FT) SOUTH OF A BARBED WIRE FENCE AND 0.6
 AW5657'METER (1.9 FT) SOUTH OF A CARSONITE WITNESS POST.
 AW5657'
 AW5657'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5657'
 AW5657'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5657'
 AW5657'DESCRIBED BY D.R. LOKKEN.
 AW5657
 AW5657                          STATION RECOVERY (1994)
 AW5657
 AW5657'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5657'RECOVERED IN GOOD CONDITION.
 AW5657
 AW5657                          STATION RECOVERY (1994)
 AW5657
 AW5657'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5657'RECOVERED AS DESCRIBED.
 AW5657
 AW5657                          STATION RECOVERY (2004)
 AW5657
 AW5657'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5658 ***********************************************************************
 AW5658  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5658  DESIGNATION -  HGCSD 23
 AW5658  PID         -  AW5658
 AW5658  STATE/COUNTY-  TX/HARRIS
 AW5658  USGS QUAD   -  MONT BELVIEU (1994)
 AW5658
 AW5658                         *CURRENT SURVEY CONTROL
 AW5658  ___________________________________________________________________
 AW5658* NAD 83(1993)-  29 50 37.77338(N)    094 59 00.19910(W)     ADJUSTED  
 AW5658* NAVD 88     -        11.81   (meters)      38.7    (feet)  GPS OBS   
 AW5658  ___________________________________________________________________
 AW5658  X           -    -480,971.604 (meters)                     COMP
 AW5658  Y           -  -5,515,948.976 (meters)                     COMP
 AW5658  Z           -   3,155,361.555 (meters)                     COMP
 AW5658  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AW5658  ELLIP HEIGHT-         -15.49  (meters)          (12/03/01) GPS OBS
 AW5658  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW5658  DYNAMIC HT  -          11.79  (meters)      38.7   (feet)  COMP
 AW5658  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 AW5658
 AW5658  HORZ ORDER  -  FIRST
 AW5658  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5658  ELLP ORDER  -  FOURTH    CLASS II
 AW5658
 AW5658.The horizontal coordinates were established by GPS observations
 AW5658.and adjusted by the National Geodetic Survey in December 2001..
 AW5658
 AW5658.The orthometric height was determined by GPS observations and a
 AW5658.high-resolution geoid model using precise GPS observation and
 AW5658.processing techniques. It supersedes the leveled height previously
 AW5658.determined for this station.
 AW5658.The vertical order pertains to the first NAVD 88 superseded value.
 AW5658
 AW5658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5658
 AW5658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5658
 AW5658.The ellipsoidal height was determined by GPS observations
 AW5658.and is referenced to NAD 83.
 AW5658
 AW5658.The geoid height was determined by GEOID03.
 AW5658
 AW5658.The dynamic height is computed by dividing the NAVD 88
 AW5658.geopotential number by the normal gravity value computed on the
 AW5658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5658.degrees latitude (g = 980.6199 gals.).
 AW5658
 AW5658.The modeled gravity was interpolated from observed gravity values.
 AW5658
 AW5658;                    North         East     Units Scale Factor Converg.
 AW5658;SPC TXSC     - 4,229,482.549   988,039.156   MT  0.99990256   +1 58 04.0
 AW5658;SPC TXSC     -13,876,227.33  3,241,591.80   sFT  0.99990256   +1 58 04.0
 AW5658;UTM  15      - 3,303,131.027   308,388.483   MT  1.00005301   -0 59 14.3
 AW5658
 AW5658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5658!SPC TXSC     -   1.00000243  x   0.99990256  =   0.99990499
 AW5658!UTM  15      -   1.00000243  x   1.00005301  =   1.00005544
 AW5658
 AW5658                          SUPERSEDED SURVEY CONTROL
 AW5658
 AW5658  ELLIP H (10/25/00)  -15.47   (m)                       GP(       ) 4 1
 AW5658  NAD 83(1993)-  29 50 37.77330(N)    094 59 00.19770(W) AD(       ) 1
 AW5658  ELLIP H (10/17/96)  -15.34   (m)                       GP(       ) 3 1
 AW5658  NAD 83(1993)-  29 50 37.77032(N)    094 59 00.19751(W) AD(       ) 1
 AW5658  ELLIP H (02/16/96)  -15.37   (m)                       GP(       ) 5 1
 AW5658  ELLIP H (01/21/93)  -15.41   (m)                       GP(       ) 4 2
 AW5658  NAD 83(1986)-  29 50 37.78413(N)    094 59 00.17825(W) AD(       ) 1
 AW5658  NAVD 88 (06/15/91)   11.902  (m)           39.05   (f) ADJUSTED    1 2
 AW5658  NGVD 29 (12/23/87)   11.900  (m)           39.04   (f) ADJUSTED    1 2
 AW5658
 AW5658.Superseded values are not recommended for survey control.
 AW5658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5658.See file dsdata.txt to determine how the superseded data were derived.
 AW5658
 AW5658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0838803131(NAD 83)
 AW5658_MARKER: I = METAL ROD
 AW5658_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5658_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5658_STAMPING: HGCSD 23 1986
 AW5658_MARK LOGO: NGS   
 AW5658_PROJECTION: RECESSED 1 CENTIMETERS
 AW5658_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5658+STABILITY: POSITION/ELEVATION WELL
 AW5658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5658+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004
 AW5658_ROD/PIPE-DEPTH: 12.2 meters
 AW5658_SLEEVE-DEPTH  : 6.1 meters
 AW5658
 AW5658  HISTORY     - Date     Condition        Report By
 AW5658  HISTORY     - 1986     MONUMENTED       NGS
 AW5658  HISTORY     - 1987     GOOD             NGS
 AW5658  HISTORY     - 1990     GOOD             USPSQD
 AW5658  HISTORY     - 19941130 GOOD             HGCSD
 AW5658  HISTORY     - 20041005 GOOD             JCLS
 AW5658
 AW5658                          STATION DESCRIPTION
 AW5658
 AW5658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5658'10.1 KM (6.3 MI) NE FROM HIGHLANDS.
 AW5658'2.8 KM (1.75 MI) NORTHERLY ALONG CROSBY-LYNCHBURB ROAD FROM THE POST
 AW5658'OFFICE IN HIGHLANDS, THENCE 7.1 KM (4.4 MI) EASTERLY ALONG BARBERS
 AW5658'HILL ROAD, THENCE 0.2 KM (0.1 MI) EAST ALONG FARM ROAD 1942, 32.7 M
 AW5658'(107.3 FT) WEST-NORTHWEST OF BENCH MARK A 1248, 12.5 M (41.0 FT) NORTH
 AW5658'OF THE CENTERLINE OF THE ROAD, 10.0 M (32.8 FT) EAST-SOUTHEAST OF A
 AW5658'UTILITY POLE, 2.8 M (9.2 FT) SOUTH OF A FENCE, AND 2.5 M (8.2 FT)
 AW5658'NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE SPANNING A CANAL.
 AW5658'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5658'THE MARK IS 5.6 METERS  N FROM  A WITNESS POST
 AW5658'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5658
 AW5658                          STATION RECOVERY (1987)
 AW5658
 AW5658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5658'THE STATION IS LOCATED ABOUT 37.0 KM (23.0 MI)
 AW5658'EAST-NORTHEAST OF HOUSTON,
 AW5658'12.1 KM (7.5 MI) NORTH-NORTHWEST OF BAYTOWN,
 AW5658'8.0 KM (5.0 MI) SOUTHEAST OF BARRETT AND ON HIGHWAY RIGHT-OF-WAY.
 AW5658'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN TX
 AW5658'78701, PHONE 512-465-7337.
 AW5658'
 AW5658'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AW5658'GARTH ROAD, WHICH IS ABOUT 8.0 KM (5.0 MI) NORTHWEST OF BAYTOWN, GO
 AW5658'NORTH ON GARTH ROAD FOR 4.3 KM (2.7 MI) TO A T-JUNCTION, TURN RIGHT
 AW5658'AND GO SOUTHEAST ON FARM ROAD 1942 FOR 0.6 KM (0.4 MI) TO A BRIDGE
 AW5658'OVER A CANAL AND THE STATION ON THE LEFT.
 AW5658'
 AW5658'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5658'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5658'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5658'LOGO CAP STAMPED---HGCSD 23 1986---, THE ROD IS RECESSED 10 CM
 AW5658'BELOW THE GROUND.  LOCATED
 AW5658'12.5 METERS (41.0 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 AW5658'5.1 METERS (16.7 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 AW5658'THE BRIDGE OVER THE CANAL,
 AW5658'5.0 METERS (16.5 FT) NORTH FROM A CARSONITE WITNESS POST,
 AW5658'3.1 METERS (10.2 FT) SOUTH-SOUTHWEST FROM THE ONLY 4-INCH METAL
 AW5658'POST IN A FENCE LINE AND
 AW5658'1.7 METERS (5.6 FT) WEST FROM THE WEST EDGE OF A CONCRETE BANK TO
 AW5658'THE CANAL.
 AW5658'
 AW5658'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5658'
 AW5658'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5658'
 AW5658'DESCRIBED BY P.C. OSLEY.
 AW5658
 AW5658                          STATION RECOVERY (1990)
 AW5658
 AW5658'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW5658'RECOVERED IN GOOD CONDITION.
 AW5658
 AW5658                          STATION RECOVERY (1994)
 AW5658
 AW5658'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5658'RECOVERED AS DESCRIBED.
 AW5658
 AW5658                          STATION RECOVERY (2004)
 AW5658
 AW5658'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AW5658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5414 ***********************************************************************
 AW5414  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5414  DESIGNATION -  HGCSD 24
 AW5414  PID         -  AW5414
 AW5414  STATE/COUNTY-  TX/HARRIS
 AW5414  USGS QUAD   -  KATY (1980)
 AW5414
 AW5414                         *CURRENT SURVEY CONTROL
 AW5414  ___________________________________________________________________
 AW5414* NAD 83(1993)-  29 47 08.08818(N)    095 49 06.69046(W)     ADJUSTED  
 AW5414* NAVD 88     -        42.83   (meters)     140.5    (feet)  GPS OBS   
 AW5414  ___________________________________________________________________
 AW5414  X           -    -561,645.641 (meters)                     COMP
 AW5414  Y           -  -5,511,572.992 (meters)                     COMP
 AW5414  Z           -   3,149,775.000 (meters)                     COMP
 AW5414  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW5414  ELLIP HEIGHT-          15.41  (meters)          (12/03/01) GPS OBS
 AW5414  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW5414  DYNAMIC HT  -          42.78  (meters)     140.4   (feet)  COMP
 AW5414  MODELED GRAV-     979,274.9   (mgal)                       NAVD 88
 AW5414
 AW5414  HORZ ORDER  -  FIRST
 AW5414  VERT ORDER  -  THIRD (See Below)
 AW5414  ELLP ORDER  -  FOURTH    CLASS II
 AW5414
 AW5414.The horizontal coordinates were established by GPS observations
 AW5414.and adjusted by the National Geodetic Survey in December 2001..
 AW5414
 AW5414.The orthometric height was determined by GPS observations and a
 AW5414.high-resolution geoid model using precise GPS observation and
 AW5414.processing techniques. It supersedes the leveled height previously
 AW5414.determined for this station.
 AW5414.WARNING-GPS observations at this control monument resulted in a GPS
 AW5414.derived orthometric height which differed from the leveled height by
 AW5414.more than one decimeter (0.1 meter).
 AW5414.The vertical order pertains to the first NAVD 88 superseded value.
 AW5414
 AW5414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5414
 AW5414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5414
 AW5414.The ellipsoidal height was determined by GPS observations
 AW5414.and is referenced to NAD 83.
 AW5414
 AW5414.The geoid height was determined by GEOID03.
 AW5414
 AW5414.The dynamic height is computed by dividing the NAVD 88
 AW5414.geopotential number by the normal gravity value computed on the
 AW5414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5414.degrees latitude (g = 980.6199 gals.).
 AW5414
 AW5414.The modeled gravity was interpolated from observed gravity values.
 AW5414
 AW5414;                    North         East     Units Scale Factor Converg.
 AW5414;SPC TXSC     - 4,220,546.103   907,555.915   MT  0.99989407   +1 33 31.1
 AW5414;SPC TXSC     -13,846,908.34  2,977,539.70   sFT  0.99989407   +1 33 31.1
 AW5414;UTM  15      - 3,298,357.210   227,521.224   MT  1.00051615   -1 24 03.5
 AW5414
 AW5414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5414!SPC TXSC     -   0.99999758  x   0.99989407  =   0.99989165
 AW5414!UTM  15      -   0.99999758  x   1.00051615  =   1.00051373
 AW5414
 AW5414|---------------------------------------------------------------------|
 AW5414| PID    Reference Object                     Distance      Geod. Az  |
 AW5414|                                                           dddmmss.s |
 AW5414| AB7506 Y 7 OFFSET                          130.172 METERS 28853     |
 AW5414|---------------------------------------------------------------------|
 AW5414
 AW5414                          SUPERSEDED SURVEY CONTROL
 AW5414
 AW5414  ELLIP H (10/24/00)   15.47   (m)                       GP(       ) 4 2
 AW5414  ELLIP H (10/17/96)   15.59   (m)                       GP(       ) 3 1
 AW5414  NAD 83(1993)-  29 47 08.08804(N)    095 49 06.68983(W) AD(       ) B
 AW5414  ELLIP H (05/09/94)   15.63   (m)                       GP(       ) 4 2
 AW5414  NAD 83(1986)-  29 47 08.10266(N)    095 49 06.67112(W) AD(       ) 1
 AW5414  NAVD 88 (06/15/91)   42.955  (m)          140.93   (f) ADJUSTED    1 1
 AW5414  NGVD 29 (12/23/87)   42.942  (m)          140.89   (f) ADJUSTED    1 1
 AW5414
 AW5414.Superseded values are not recommended for survey control.
 AW5414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5414.See file dsdata.txt to determine how the superseded data were derived.
 AW5414
 AW5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2752198357(NAD 83)
 AW5414_MARKER: I = METAL ROD
 AW5414_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5414_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5414_STAMPING: HGCSD 24 1986
 AW5414_MARK LOGO: NGS   
 AW5414_PROJECTION: FLUSH
 AW5414_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5414+STABILITY: POSITION/ELEVATION WELL
 AW5414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5414+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1994
 AW5414_ROD/PIPE-DEPTH: 11.6 meters
 AW5414_SLEEVE-DEPTH  : 6.1 meters
 AW5414
 AW5414  HISTORY     - Date     Condition        Report By
 AW5414  HISTORY     - 1986     MONUMENTED       NGS
 AW5414  HISTORY     - 1987     GOOD             NGS
 AW5414  HISTORY     - 19930309 GOOD             NGS
 AW5414  HISTORY     - 19940625 GOOD             USPSQD
 AW5414  HISTORY     - 19941121 GOOD             HGCSD
 AW5414  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AW5414
 AW5414                          STATION DESCRIPTION
 AW5414
 AW5414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5414'IN KATY.
 AW5414'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AW5414'IN KATY, IN THE SOUTHEAST QUADRANT OF THE T-JUNCTION OF US HIGHWAY 90
 AW5414'AND PIN OAK ROAD, ON THE PROPERTY OF THE HOUSTON LIGHT AND POWER
 AW5414'COMPANY, 16.5 METERS (54.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AW5414'8.4 METERS (27.5 FT) WEST OF THE CENTER OF THE EAST ENTRANCE TO THE
 AW5414'OFFICE, 18.9 METERS (62.0 FT) NORTH OF THE NORTHWEST CORNER OF THE
 AW5414'BUILDING, 5.5 METERS (18.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 AW5414'THE CONCRETE BASE OF THE COMPANY SIGN.  NOTE--ACCESS TO DATUM POINT IS
 AW5414'HAD THROUGH A 5-INCH LOGO CAP.
 AW5414
 AW5414                          STATION RECOVERY (1987)
 AW5414
 AW5414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5414'THE STATION IS LOCATED ABOUT 49.9 KM (31.0 MI)
 AW5414'WEST OF HOUSTON, IN THE TOWN OF KATY AT THE HOUSTON LIGHTING AND
 AW5414'POWER COMPANY KATY SERVICE CENTER.
 AW5414'OWNERSHIP--HOUSTON LIGHTING AND POWER COMPANY, 611 WALLER STREET,
 AW5414'HOUSTON TX 77012, PHONE 713-228-7400.
 AW5414'
 AW5414'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FM
 AW5414'1463 IN KATY, GO EAST ON U.S. HIGHWAY 90 FOR 1.0 KM (0.6 MI) TO THE
 AW5414'STATION ON THE RIGHT.
 AW5414'
 AW5414'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5414'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5414'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5414'LOGO CAP STAMPED---HGCSD 24 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5414'THE GROUND SURFACE.  LOCATED 9.6 METERS (31.5 FT) SOUTH OF THE
 AW5414'SOUTH EDGE OF HIGHWAY 90, 5.5 METERS (18.0 FT) EAST OF THE
 AW5414'NORTHEAST CORNER OF THE HOUSTON LIGHTING AND POWER COMPANY SIGN AND
 AW5414'3.7 METERS (12.1 FT) WEST OF THE WEST EDGE OF THE ENTRANCE DRIVE TO
 AW5414'THE POWER COMPANY.
 AW5414'
 AW5414'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5414'
 AW5414'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5414'
 AW5414'DESCRIBED BY D.R. LOKKEN.
 AW5414
 AW5414                          STATION RECOVERY (1993)
 AW5414
 AW5414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW5414'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF HOUSTON, 2 KM
 AW5414'(1.25 MI) NORTH OF INTERSTATE HIGHWAY 10, IN THE TOWN OF KATY AND IN
 AW5414'THE FRONT LAWN OF THE HOUSTON LIGHTING AND POWER COMPANY KATY SERVICE
 AW5414'CENTER.  OWNERSHIP--HOUSTON LIGHTING AND POWER COMPANY, P.O. BOX
 AW5414'1700, 611 WALLER STREET, HOUSTON, TX 77251.  PHONE 713-228-7400.
 AW5414'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY
 AW5414'6, GO WEST ON I-10 TO EXIT 742 - U.S. HIGHWAY 90, GO WEST ON U.S. 90
 AW5414'1.0 MILE (1.6 KM) FROM THE INTERSECTION WITH KATY-FORT BEND RD TO THE
 AW5414'EAST ENTRANCE DRIVE TO THE POWER COMPANY AND THE STATION ON THE LEFT.
 AW5414'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 AW5414'2.5 CM GREASE FILLED SLEEVE 6.1 M (20.0 FT) LONG ENCASED IN A 12.7 CM
 AW5414'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET 5 CM BELOW THE
 AW5414'GROUND.  IT IS 9.6 M (31.5 FT) SOUTH FROM THE SOUTH EDGE OF HIGHWAY
 AW5414'90, 28.2 M (92.5 FT) NORTH-NORTHWEST FROM THE EAST GATE POST OF A
 AW5414'LOCKED GATE TO THE PARKING AREA FOR THE FACILITY, 14.8 M (48.6 FT)
 AW5414'WEST-NORTHWEST FROM THE NORTHWEST CORNER OF THE SECURITY FENCE AROUND
 AW5414'THE PARKING AREA, 24.2 M (79.4 FT) EAST FROM A FIRE HYDRANT, 8.2 M
 AW5414'(26.9 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A METAL DRAIN GRATE,
 AW5414'5.3 M (17.4 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF THE
 AW5414'HOUSTON LIGHTING AND POWER COMPANY SIGN, AND 3.7 M (12.1 FT) WEST
 AW5414'FROM THE WEST EDGE OF THE ENTRANCE DRIVE TO THE POWER COMPANY.
 AW5414
 AW5414                          STATION RECOVERY (1994)
 AW5414
 AW5414'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5414'RECOVERED IN GOOD CONDITION.
 AW5414
 AW5414                          STATION RECOVERY (1994)
 AW5414
 AW5414'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5414'RECOVERED AS DESCRIBED.
 AW5414
 AW5414                          STATION RECOVERY (2004)
 AW5414
 AW5414'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5603 ***********************************************************************
 AW5603  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5603  DESIGNATION -  HGCSD 25
 AW5603  PID         -  AW5603
 AW5603  STATE/COUNTY-  TX/HARRIS
 AW5603  USGS QUAD   -  ADDICKS (1995)
 AW5603
 AW5603                         *CURRENT SURVEY CONTROL
 AW5603  ___________________________________________________________________
 AW5603* NAD 83(1993)-  29 47 07.78457(N)    095 42 53.94398(W)     ADJUSTED  
 AW5603* NAVD 88     -        35.01   (meters)     114.9    (feet)  GPS OBS   
 AW5603  ___________________________________________________________________
 AW5603  X           -    -551,684.410 (meters)                     COMP
 AW5603  Y           -  -5,512,576.833 (meters)                     COMP
 AW5603  Z           -   3,149,763.006 (meters)                     COMP
 AW5603  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AW5603  ELLIP HEIGHT-           7.60  (meters)          (12/03/01) GPS OBS
 AW5603  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW5603  DYNAMIC HT  -          34.96  (meters)     114.7   (feet)  COMP
 AW5603  MODELED GRAV-     979,277.1   (mgal)                       NAVD 88
 AW5603
 AW5603  HORZ ORDER  -  FIRST
 AW5603  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5603  ELLP ORDER  -  FOURTH    CLASS II
 AW5603
 AW5603.The horizontal coordinates were established by GPS observations
 AW5603.and adjusted by the National Geodetic Survey in December 2001..
 AW5603
 AW5603.The orthometric height was determined by GPS observations and a
 AW5603.high-resolution geoid model using precise GPS observation and
 AW5603.processing techniques. It supersedes the leveled height previously
 AW5603.determined for this station.
 AW5603.WARNING-GPS observations at this control monument resulted in a GPS
 AW5603.derived orthometric height which differed from the leveled height by
 AW5603.more than one decimeter (0.1 meter).
 AW5603.The vertical order pertains to the first NAVD 88 superseded value.
 AW5603
 AW5603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5603
 AW5603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5603
 AW5603.The ellipsoidal height was determined by GPS observations
 AW5603.and is referenced to NAD 83.
 AW5603
 AW5603.The geoid height was determined by GEOID03.
 AW5603
 AW5603.The dynamic height is computed by dividing the NAVD 88
 AW5603.geopotential number by the normal gravity value computed on the
 AW5603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5603.degrees latitude (g = 980.6199 gals.).
 AW5603
 AW5603.The modeled gravity was interpolated from observed gravity values.
 AW5603
 AW5603;                    North         East     Units Scale Factor Converg.
 AW5603;SPC TXSC     - 4,220,813.479   917,562.954   MT  0.99989406   +1 36 33.7
 AW5603;SPC TXSC     -13,847,785.56  3,010,371.12   sFT  0.99989406   +1 36 33.7
 AW5603;UTM  15      - 3,298,107.466   237,534.615   MT  1.00045004   -1 20 58.0
 AW5603
 AW5603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5603!SPC TXSC     -   0.99999881  x   0.99989406  =   0.99989287
 AW5603!UTM  15      -   0.99999881  x   1.00045004  =   1.00044885
 AW5603
 AW5603                          SUPERSEDED SURVEY CONTROL
 AW5603
 AW5603  ELLIP H (10/25/00)    7.71   (m)                       GP(       ) 4 1
 AW5603  NAD 83(1993)-  29 47 07.78523(N)    095 42 53.94309(W) AD(       ) 1
 AW5603  ELLIP H (10/17/96)    7.83   (m)                       GP(       ) 3 1
 AW5603  NAD 83(1993)-  29 47 07.78454(N)    095 42 53.94365(W) AD(       ) 1
 AW5603  ELLIP H (02/16/96)    7.69   (m)                       GP(       ) 5 1
 AW5603  NAD 83(1986)-  29 47 07.79931(N)    095 42 53.92451(W) AD(       ) 1
 AW5603  NAD 27      -  29 47 06.98571(N)    095 42 53.11206(W) AD(       ) 3
 AW5603  NAVD 88 (06/15/91)   35.232  (m)          115.59   (f) ADJUSTED    1 2
 AW5603  NGVD 29 (12/23/87)   35.223  (m)          115.56   (f) ADJUSTED    1 2
 AW5603
 AW5603.Superseded values are not recommended for survey control.
 AW5603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5603.See file dsdata.txt to determine how the superseded data were derived.
 AW5603
 AW5603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3753598107(NAD 83)
 AW5603_MARKER: I = METAL ROD
 AW5603_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5603_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5603_STAMPING: HGCSD 25 1986
 AW5603_MARK LOGO: NGS   
 AW5603_PROJECTION: FLUSH
 AW5603_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5603+STABILITY: POSITION/ELEVATION WELL
 AW5603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5603+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW5603_ROD/PIPE-DEPTH: 23.4 meters
 AW5603_SLEEVE-DEPTH  : 6.1 meters
 AW5603
 AW5603  HISTORY     - Date     Condition        Report By
 AW5603  HISTORY     - 1986     MONUMENTED       NGS
 AW5603  HISTORY     - 1987     GOOD             NGS
 AW5603  HISTORY     - 19880420 GOOD             NGS
 AW5603  HISTORY     - 19941121 GOOD             HGCSD
 AW5603  HISTORY     - 19950905 GOOD             USPSQD
 AW5603  HISTORY     - 20040413 GOOD             USPSQD
 AW5603  HISTORY     - 20040714 MARK NOT FOUND   JCLS
 AW5603
 AW5603                          STATION DESCRIPTION
 AW5603
 AW5603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5603'6.7 KM (4.15 MI) WEST FROM ADDICKS.
 AW5603'6.7 KM (4.15 MI) WESTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 AW5603'FROM ITS JUNCTION WITH STATE HIGHWAY 6 IN ADDICKS, 16.8 M (55.1 FT)
 AW5603'NORTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD, 8.9 M (29.2 FT)
 AW5603'SOUTHWEST OF THE NEAR RAIL, AND 6.8 M (22.3 FT) NORTHWEST OF THE
 AW5603'NORTHWEST CURB OF THE ENTRANCE TO THE WESTGATE BUSINESS PARK.
 AW5603'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5603'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 AW5603
 AW5603                          STATION RECOVERY (1987)
 AW5603
 AW5603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5603'THE STATION IS LOCATED ABOUT 35.4 KM (22.0 MI)
 AW5603'WEST OF HOUSTON, 22.5 KM (14.0 MI) WEST OF THE WEST LOOP OF
 AW5603'INTERSTATE HIGHWAY 610, 11.3 KM (7.0 MI) EAST OF KATY AND ON THE
 AW5603'WEST SIDE OF ENTRANCE TO WESTGATE BUSINESS PARK.
 AW5603'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS,
 AW5603'11TH AND BRAZOS, AUSTIN TX 78701, PHONE 512-465-7337.
 AW5603'
 AW5603'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10
 AW5603'AND BARKER-CYPRESS ROAD, ABOUT 9.7 KM (6.0 MI) SOUTHEAST OF KATY,
 AW5603'GO WEST ON FRONTAGE ROAD, OLD HIGHWAY 90, ON THE NORTH SIDE OF
 AW5603'INTERSTATE HIGHWAY 10 FOR 2.4 KM (1.5 MI) TO THE STATION ON THE
 AW5603'RIGHT.
 AW5603'
 AW5603'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5603'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5603'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5603'LOGO CAP STAMPED---HGCSD 25 1986---, THE ROD IS RECESSED 8 CM
 AW5603'BELOW THE GROUND SURFACE.  LOCATED 16.7 METERS (54.9 FT) NORTH OF
 AW5603'THE CENTERLINE OF OLD HIGHWAY 90, 8.8 METERS (28.9 FT) SOUTH OF THE
 AW5603'SOUTH RAILROAD TRACK AND 6.8 METERS (22.3 FT) WEST OF THE WEST CURB
 AW5603'OF ENTRANCE DRIVE.
 AW5603'
 AW5603'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5603'
 AW5603'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5603'
 AW5603'DESCRIBED BY V.A. BARNUM.
 AW5603
 AW5603                          STATION RECOVERY (1988)
 AW5603
 AW5603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AW5603'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AW5603'RECOVERED BY R.D.B.
 AW5603
 AW5603                          STATION RECOVERY (1994)
 AW5603
 AW5603'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5603'RECOVERED AS DESCRIBED.
 AW5603
 AW5603                          STATION RECOVERY (1995)
 AW5603
 AW5603'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5603'RECOVERED IN GOOD CONDITION.
 AW5603
 AW5603                          STATION RECOVERY (2004)
 AW5603
 AW5603'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5603'RECOVERED IN GOOD CONDITION.
 AW5603
 AW5603                          STATION RECOVERY (2004)
 AW5603
 AW5603'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (RMJ)
 AW5603'A SEARCH WAS MADE AT THE PUBLISHED POSITION USING GPS-RTK METHODS AND
 AW5603'THE MONUMENT HAS BEEN OBLITERATED BY RECENT HIGHWAY CONSTRUCTION.  AN
 AW5603'ASHPALT ONRAMP FOR FRY ROAD IS CURRENTLY LOCATED AT THIS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5604 ***********************************************************************
 AW5604  CBN         -  This is a Cooperative Base Network Control Station.
 AW5604  DESIGNATION -  HGCSD 26
 AW5604  PID         -  AW5604
 AW5604  STATE/COUNTY-  TX/HARRIS
 AW5604  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW5604
 AW5604                         *CURRENT SURVEY CONTROL
 AW5604  ___________________________________________________________________
 AW5604* NAD 83(1993)-  29 47 27.25245(N)    095 35 11.50235(W)     ADJUSTED  
 AW5604* NAVD 88     -        27.31   (meters)      89.6    (feet)  N HEIGHT  
 AW5604  ___________________________________________________________________
 AW5604  X           -    -539,294.302 (meters)                     COMP
 AW5604  Y           -  -5,513,496.780 (meters)                     COMP
 AW5604  Z           -   3,150,279.403 (meters)                     COMP
 AW5604  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW5604  ELLIP HEIGHT-          -0.13  (meters)          (05/01/00) GPS OBS
 AW5604  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW5604  DYNAMIC HT  -          27.27  (meters)      89.5   (feet)  COMP
 AW5604  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AW5604
 AW5604  HORZ ORDER  -  B
 AW5604  VERT ORDER  -  THIRD
 AW5604  ELLP ORDER  -  THIRD     CLASS I
 AW5604
 AW5604.The horizontal coordinates were established by GPS observations
 AW5604.and adjusted by the National Geodetic Survey in May 1994..
 AW5604
 AW5604.The orthometric height was determined by differential leveling
 AW5604.and adjusted by the National Geodetic Survey in September 1996..
 AW5604.The height was determined by precise leveling from only one NSRS
 AW5604.bench mark.  This was not adequate "tie leveling" to NSRS and was
 AW5604.allowed ONLY to validate the GPS-derived height.
 AW5604
 AW5604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5604
 AW5604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5604
 AW5604.The ellipsoidal height was determined by GPS observations
 AW5604.and is referenced to NAD 83.
 AW5604
 AW5604.The geoid height was determined by GEOID03.
 AW5604
 AW5604.The dynamic height is computed by dividing the NAVD 88
 AW5604.geopotential number by the normal gravity value computed on the
 AW5604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5604.degrees latitude (g = 980.6199 gals.).
 AW5604
 AW5604.The modeled gravity was interpolated from observed gravity values.
 AW5604
 AW5604;                    North         East     Units Scale Factor Converg.
 AW5604;SPC TXSC     - 4,221,768.223   929,959.864   MT  0.99989481   +1 40 20.3
 AW5604;SPC TXSC     -13,850,917.91  3,051,043.32   sFT  0.99989481   +1 40 20.3
 AW5604;UTM  15      - 3,298,421.277   249,970.693   MT  1.00037139   -1 17 08.7
 AW5604
 AW5604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5604!SPC TXSC     -   1.00000002  x   0.99989481  =   0.99989483
 AW5604!UTM  15      -   1.00000002  x   1.00037139  =   1.00037141
 AW5604
 AW5604|---------------------------------------------------------------------|
 AW5604| PID    Reference Object                     Distance      Geod. Az  |
 AW5604|                                                           dddmmss.s |
 AW5604| AA9862 ADDICKS 1795 CORS L1 PHS CTR         14.086 METERS 06126     |
 AW5604|---------------------------------------------------------------------|
 AW5604
 AW5604                          SUPERSEDED SURVEY CONTROL
 AW5604
 AW5604  ELLIP H (10/17/96)    0.07   (m)                       GP(       ) 3 1
 AW5604  ELLIP H (05/09/94)    0.14   (m)                       GP(       ) 4 2
 AW5604  NAD 83(1986)-  29 47 27.26626(N)    095 35 11.48323(W) AD(       ) 1
 AW5604  NAD 27      -  29 47 26.45237(N)    095 35 10.68389(W) AD(       ) 3
 AW5604  NAVD 88 (06/15/91)   27.595  (m)           90.53   (f) UNKNOWN     1 2
 AW5604  NGVD 29 (12/23/87)   27.589  (m)           90.51   (f) ADJUSTED    1 2
 AW5604
 AW5604.Superseded values are not recommended for survey control.
 AW5604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5604.See file dsdata.txt to determine how the superseded data were derived.
 AW5604
 AW5604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4997198421(NAD 83)
 AW5604_MARKER: I = METAL ROD
 AW5604_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5604_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5604_STAMPING: HGCSD 26 1986
 AW5604_MARK LOGO: NGS   
 AW5604_PROJECTION: FLUSH
 AW5604_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW5604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5604+STABILITY: POSITION/ELEVATION WELL
 AW5604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5604+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW5604_ROD/PIPE-DEPTH: 15.2 meters
 AW5604_SLEEVE-DEPTH  : 6.1 meters
 AW5604
 AW5604  HISTORY     - Date     Condition        Report By
 AW5604  HISTORY     - 1986     MONUMENTED       NGS
 AW5604  HISTORY     - 1987     GOOD             NGS
 AW5604  HISTORY     - 1987     GOOD             USPSQD
 AW5604  HISTORY     - 19880425 GOOD             NGS
 AW5604  HISTORY     - 19930309 GOOD             NGS
 AW5604  HISTORY     - 19941022 GOOD             USPSQD
 AW5604  HISTORY     - 19941117 GOOD             HGCSD
 AW5604  HISTORY     - 19951109 GOOD             CHANCE
 AW5604  HISTORY     - 19980203 GOOD             NGS
 AW5604  HISTORY     - 20040413 GOOD             USPSQD
 AW5604
 AW5604                          STATION DESCRIPTION
 AW5604
 AW5604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5604'6.2 KM (3.85 MI) EAST FROM ADDICKS.
 AW5604'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5604'5.6 KM (3.45 MI) EASTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 AW5604'FROM ITS JUNCTION WITH STATE HIGHWAY 6 IN ADDICKS, THENCE 0.5 KM (0.3
 AW5604'MI) NORTH ALONG A PAVED ROAD, THENCE 0.1 KM (0.05 MI) WEST ALONG A
 AW5604'CHAIN LINK FENCE, 13.1 M (43.0 FT) WEST OF THE NORTHWEST CORNER OF A
 AW5604'CONCRETE SLAB OF A 4 BY 4 FT BUILDING, 9.2 M (30.2 FT) WEST-NORTHWEST
 AW5604'OF A DRAIN ON THE NORTH SIDE OF THE MOST EASTERLY 1 OF 2 GROUND
 AW5604'STORAGE TANKS AT THE CITY OF HOUSTON WATERWORKS (11150 KATY ROAD),
 AW5604'AND 2.8 M (9.2 FT) SOUTH OF A CHAIN LINK FENCE.  NOTE--ACCESS TO
 AW5604'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5604'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 AW5604
 AW5604                          STATION RECOVERY (1987)
 AW5604
 AW5604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5604'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI)
 AW5604'WEST OF HOUSTON, 18.5 KM (11.5 MI) EAST OF KATY, 17.7 KM (11.0 MI)
 AW5604'WEST OF THE WEST LOOP OF INTERSTATE HIGHWAY 610 AND ALONG
 AW5604'INTERSTATE HIGHWAY 10.
 AW5604'OWNERSHIP--CITY OF HOUSTON, MR LOU BOWEN, KATY-ADDICKS WATER
 AW5604'FACILITY, 11500 OLD KATY ROAD, PHONE 713-223-1095.
 AW5604'
 AW5604'TO REACH THE STATION FROM THE INTERSECTION OF OLD KATY ROAD AND
 AW5604'KIRKWOOD DRIVE, ABOUT 17.7 KM (11.0 MI) EAST OF KATY, GO EAST
 AW5604'ON OLD KATY ROAD FOR 0.4 KM (0.25 MI) TO A ROAD LEFT LEADING TO THE
 AW5604'CITY OF HOUSTON KATY-ADDICKS WATER FACILITY.  TURN LEFT AND GO
 AW5604'NORTH FOR 0.5 KM (0.3 MI) TO THE OFFICE.  THERE ARE TWO GATES ON
 AW5604'THIS ROAD AND BOTH ARE LOCKED AT NIGHT.  THE STATION IS NORTH OF
 AW5604'THE TWO WATER TANKS NORTH OF THE OFFICE.
 AW5604'
 AW5604'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5604'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5604'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5604'LOGO CAP STAMPED---HGCSD 26 1987---, THE ROD IS RECESSED 8 CM BELOW
 AW5604'THE GROUND SURFACE.  LOCATED 80.6 METERS (50.1 FT) NORTH OF THE
 AW5604'NORTHWEST END OF A LARGE PIPE BETWEEN TWO WATER TANKS, 69.2 METERS
 AW5604'(43.0 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE CEMENT BASE
 AW5604'OF THE EXTENSOMETER BUILDING AND 10.3 METERS
 AW5604'(6.4 FT) SOUTH-SOUTHWEST OF A CHAINLINK FENCE AND WITNESS POST.
 AW5604'
 AW5604'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5604'
 AW5604'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5604'
 AW5604'DESCRIBED BY V.A. BARNUM.
 AW5604
 AW5604                          STATION RECOVERY (1987)
 AW5604
 AW5604'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW5604'RECOVERED IN GOOD CONDITION.
 AW5604
 AW5604                          STATION RECOVERY (1988)
 AW5604
 AW5604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AW5604'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AW5604'DESCRIBED BY R.D.B.
 AW5604
 AW5604                          STATION RECOVERY (1993)
 AW5604
 AW5604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW5604'NOTE--AN APPOINTMENT TO GET THE LOCKED GATE OPEN SHOULD BE MADE AT
 AW5604'LEAST ONE DAY IN ADVANCE.  AT THE TIME THIS STATION WAS VISITED THE
 AW5604'GROUNDS WERE VERY SOFT AND TRUCK TRAVEL WAS PROHIBITED, BUT IT IS
 AW5604'POSSIBLE TO DRIVE TO THE STATION DURING DRY WEATHER.
 AW5604'THE STATION IS LOCATED ABOUT 18 KM (11.20 MI) EAST OF KATY, 17 KM
 AW5604'(10.55 MI) WEST OF THE WEST LOOP OF INTERSTATE HIGHWAY 610, 0.6 KM
 AW5604'(0.35 MI) NORTH OF INTERSTATE HIGHWAY 10 IN ADDICKS AND IN FLAT GRASS
 AW5604'ON THE NORTHWEST SIDE OF TWO LARGE WATER TANKS AT THE KATY-ADDICKS
 AW5604'WATER FACILITY.  OWNERSHIP--CITY OF HOUSTON, KATY-ADDICKS WATER
 AW5604'FACILITY, 11500 OLD KATY ROAD.  CONTACT CHARLES FREDIEU AT
 AW5604'713-223-8357 AT THE HOUSTON WATER PRODUCTION SYSTEMS OPERATIONS OR
 AW5604'PHONE 713-497-0322 AT THE KATY-ADDICKS WATER FACILITY FOR ACCESS TO
 AW5604'THIS STATION.
 AW5604'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY
 AW5604'6, GO EAST ON I-10 FOR 5.3 KM (3.30 MI) TO EXIT 754 (KIRKWOOD STREET)
 AW5604', TURN LEFT, NORTH, AT THE LIGHT ON KIRKWOOD STREET FOR 0.08 KM
 AW5604'(0.05 MI) TO THE INTERSECTION OF OLD KATY ROAD JUST AFTER CROSSING
 AW5604'THE RAILROAD TRACKS. TURN RIGHT, EAST, ON OLD KATY ROAD FOR 0.45 KM
 AW5604'(0.25 MI) TO A PAVED ROAD ON THE LEFT AND A LOCKED CHAIN LINK FENCE
 AW5604'GATE AT 11500 OLD KATY RD, WITNESS SIGN IS ATTACHED TO THE FENCE.
 AW5604'TURN LEFT, NORTH, PASSING THROUGH THE GATE FOR 0.53 KM (0.30 MI) TO A
 AW5604'LOCKED GATE. GO NORTH, PASSING THROUGH THE GATE AND TURN LEFT, WEST,
 AW5604'ON THE PAVED LANE FOR 0.16 KM (0.10 MI) JUST PAST THE SECOND WATER
 AW5604'TANK, ABOUT 30 M (98.4 FT) FROM A SMALL CONCRETE BLOCK STORAGE SHED
 AW5604'AND THE END OF THE PAVED DRIVE. TURN RIGHT, NORTHWEST, AND DRIVE
 AW5604'AROUND SECOND WATER TANK, THEN DRIVE NORTHEAST ALONG CHAIN LINK FENCE
 AW5604'ABOUT 50 M (164.0 FT) TO A GRASS DITCH AND THE STATION NORTH OF THE
 AW5604'DITCH.  IF TOO WET TO DRIVE, WALK NORTHWEST FROM CONCRETE BLOCK SHED
 AW5604'FOR 30 M (98.4 FT) TO A CHAIN LINK FENCE. TURN RIGHT, NORTHEAST, WALK
 AW5604'ALONG FENCE FOR 100 M (328.1 FT) TO THE STATION.
 AW5604'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 AW5604'2.5 CM GREASE FILLED SLEEVE 6.1M LONG ENCASED IN A 12.7 CM PVC PIPE
 AW5604'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AW5604'IS 38.3 M (125.7 FT) NORTH-NORTHWEST FROM THE CENTER OF THE NORTHWEST
 AW5604'ONE OF TWO 1 M (3.3 FT) DIAMETER STEEL PIPES CONNECTING THE TWO
 AW5604'TANKS, 15.2 M (49.9 FT) NORTH FROM THE NORTHWEST END OF A 15 M
 AW5604'(49.2 FT) LONG 1 M (3.3 FT) DIAMETER STEEL PIPE JUST NORTHEAST OF THE
 AW5604'WEST TANK, 13.1 M (43.0 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF A
 AW5604'1.2 M (3.9 FT) SQUARE CONCRETE PAD FOR THE EXTENSOMETER BUILDING, 3.4
 AW5604'M (11.2 FT) NORTHEAST FROM AND 1 M (3.3 FT) HIGHER THAN A 50 CM STEEL
 AW5604'CULVERT, AND 2.1 M (6.9 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST
 AW5604'IN CHAIN LINK FENCE.
 AW5604
 AW5604                          STATION RECOVERY (1994)
 AW5604
 AW5604'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5604'RECOVERED IN GOOD CONDITION.
 AW5604
 AW5604                          STATION RECOVERY (1994)
 AW5604
 AW5604'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5604'RECOVERED AS DESCRIBED.
 AW5604
 AW5604                          STATION RECOVERY (1995)
 AW5604
 AW5604'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5604'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL TIES FOLLOW.
 AW5604'10.5 M (34.4 FT) EAST OF THE EASTERNMOST ONE OF THREE PIEZOMETERS.
 AW5604'27.6 M (90.6 FT) WEST OF A VALVE ON THE NORTH FACE OF THE EAST WATER
 AW5604'TANK.
 AW5604
 AW5604                          STATION RECOVERY (1998)
 AW5604
 AW5604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AW5604'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED ON THE WEST SIDE
 AW5604'OF HOUSTON ABOUT 17 KM (10.55 MI) WEST OF LOOP INTERSTATE HIGHWAY 610,
 AW5604'0.6 KM (0.35 MI) NORTH OF INTERSTATE 10, MIDWAY BETWEEN AND NORTH FROM
 AW5604'TWO WATER TANKS AT THE KATY-ADDICKS WATER FACILITY AT 11500 OLD KATY
 AW5604'ROAD.  OWNERSHIP--CITY OF HOUSTON WATER PRODUCTION, ATTENTION CHARLES
 AW5604'FREDIEU, 105 SABINE, HOUSTON TX 77007.  FOR ACCESS TO THE STATION CALL
 AW5604'AT LEAST ONE BUSINESS DAY IN ADVANCE TO THE HOUSTON WATER PRODUCTION
 AW5604'CONTROL CENTER AT PHONE 713-226-4497.  TO REACH THE STATION FROM THE
 AW5604'JUNCTION OF INTERSTATE HIGHWAY 10 AND LOOP STATE HIGHWAY 6 ON THE WEST
 AW5604'SIDE OF HOUSTON, GO EAST IN INTERSTATE HIGHWAY 10 FOR 5.3 KM (3.30 MI)
 AW5604'TO THE KIRKWOOD STREET (EXIT 754) EXIT RAMP.  FROM THE LIGHT AT THE
 AW5604'END OF THE EXIT RAMP TURN LEFT AND GO NORTH ON KIRKWOOD STREET FOR
 AW5604'0.08 KM (0.05 MI) TO A CROSSROAD. TURN RIGHT AND GO EAST ON OLD KATY
 AW5604'ROAD FOR 0.45 KM (0.25 MI) TO A GATE WITH METAL NGS WITNESS SIGN ON
 AW5604'LEFT.  TURN LEFT, PASS THRU THE GATE AND GO NORTH ON A PAVED DRIVE FOR
 AW5604'0.55 KM (0.35 MI) TO A LOCKED GATE.  PASS THRU THE GATE THEN TURN LEFT
 AW5604'AND GO WEST ON A PAVED DRIVE FOR 0.16 KM (0.10 MI) TO A CONCRETE BLOCK
 AW5604'STORAGE SHED AHEAD, PAST THE WESTERLY OF TWO WATER TANKS.  PARK THE
 AW5604'VEHICLE-TWO DITCHES RESTRICT ACCESS.  WALK NORTHWEST FOR 30 M (98.4
 AW5604'FT) TO THE NORTHERLY CHAIN LINK PERIMETER FENCE.  TURN RIGHT AND GO
 AW5604'NORTHEAST ALONG THE FENCE FOR 100 M (328.1 FT) TO THE STATION.  THE
 AW5604'MARK IS A PUNCH HOLE AT TOP CENTER OF A STAINLESS STEEL ROD OF RECORD
 AW5604'LENGTH 15.2 M (49.9 FT) IN A 2.5 CM (1 IN) NONFLUTED GREASE FILLED
 AW5604'SLEEVE OF RECORD LENGTH 6.1 M (20.0 FT) ENCASED IN A 12.7 CM (5 IN)
 AW5604'PVC PIPE WITH NGS LOGO CAP SURROUNDED WITH CONCRETE.  THE MARK IS
 AW5604'RECESSED 11 CM BELOW THE TOP OF THE LOGO CAP.  THE LOGO CAP IS FLUSH
 AW5604'WITH THE GROUND.  THE STATION IS LOCATED 15.0 M (49.2 FT) NORTH FROM
 AW5604'THE NORTH END OF AN 81 CM METAL PIPELINE AT THE POINT OF ENTRY, 14.2 M
 AW5604'(46.6 FT) WEST-SOUTHWEST FROM STATION ADDICKS 1795 CORS, 3.4 M (11.2
 AW5604'FT) EAST-NORTHEAST FROM A 50 CM METAL CULVERT, 2.1 M (6.9 FT) AND 1.52
 AW5604'M (4.99 FT) SOUTH-SOUTHEAST FROM 2 SIX FT CHAIN LINK FENCES WITH THREE
 AW5604'BARBED WIRES WITH A FIBERGLASS NGS WITNESS POST BETWEEN.  THE LOGO CAP
 AW5604'IS 1 M (3.3 FT) ABOVE THE INVERT OF THE 50 CM METAL CULVERT.
 AW5604
 AW5604                          STATION RECOVERY (2004)
 AW5604
 AW5604'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6409 ***********************************************************************
 AJ6409  DESIGNATION -  HGCSD 26 RESET
 AJ6409  PID         -  AJ6409
 AJ6409  STATE/COUNTY-  TX/HARRIS
 AJ6409  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AJ6409
 AJ6409                         *CURRENT SURVEY CONTROL
 AJ6409  ___________________________________________________________________
 AJ6409* NAD 83(1993)-  29 47 27.34194(N)    095 35 11.25078(W)     ADJUSTED  
 AJ6409* NAVD 88     -        27.10   (meters)      88.9    (feet)  N HEIGHT  
 AJ6409  ___________________________________________________________________
 AJ6409  X           -    -539,287.433 (meters)                     COMP
 AJ6409  Y           -  -5,513,495.963 (meters)                     COMP
 AJ6409  Z           -   3,150,281.730 (meters)                     COMP
 AJ6409  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AJ6409  ELLIP HEIGHT-          -0.26  (meters)          (12/03/01) GPS OBS
 AJ6409  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AJ6409  DYNAMIC HT  -          27.06  (meters)      88.8   (feet)  COMP
 AJ6409  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AJ6409
 AJ6409  HORZ ORDER  -  FIRST
 AJ6409  VERT ORDER  -  THIRD
 AJ6409  ELLP ORDER  -  FOURTH    CLASS II
 AJ6409
 AJ6409.The horizontal coordinates were established by GPS observations
 AJ6409.and adjusted by the National Geodetic Survey in December 2001..
 AJ6409
 AJ6409.The orthometric height was determined by differential leveling
 AJ6409.and adjusted by the National Geodetic Survey in January 2002..
 AJ6409.No vertical observational check was made to the station.
 AJ6409.The height was determined by precise leveling from only one NSRS
 AJ6409.bench mark.  This was not adequate "tie leveling" to NSRS and was
 AJ6409.allowed ONLY to validate the GPS-derived height.
 AJ6409
 AJ6409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6409
 AJ6409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6409
 AJ6409.The ellipsoidal height was determined by GPS observations
 AJ6409.and is referenced to NAD 83.
 AJ6409
 AJ6409.The geoid height was determined by GEOID03.
 AJ6409
 AJ6409.The dynamic height is computed by dividing the NAVD 88
 AJ6409.geopotential number by the normal gravity value computed on the
 AJ6409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6409.degrees latitude (g = 980.6199 gals.).
 AJ6409
 AJ6409.The modeled gravity was interpolated from observed gravity values.
 AJ6409
 AJ6409;                    North         East     Units Scale Factor Converg.
 AJ6409;SPC TXSC     - 4,221,771.175   929,966.537   MT  0.99989481   +1 40 20.4
 AJ6409;SPC TXSC     -13,850,927.60  3,051,065.21   sFT  0.99989481   +1 40 20.4
 AJ6409;UTM  15      - 3,298,423.881   249,977.512   MT  1.00037135   -1 17 08.6
 AJ6409
 AJ6409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6409!SPC TXSC     -   1.00000004  x   0.99989481  =   0.99989485
 AJ6409!UTM  15      -   1.00000004  x   1.00037135  =   1.00037139
 AJ6409
 AJ6409|---------------------------------------------------------------------|
 AJ6409| PID    Reference Object                     Distance      Geod. Az  |
 AJ6409|                                                           dddmmss.s |
 AJ6409| AJ6413 PAM 5 ARP                            61.875 METERS 06033     |
 AJ6409|---------------------------------------------------------------------|
 AJ6409
 AJ6409                          SUPERSEDED SURVEY CONTROL
 AJ6409
 AJ6409.No superseded survey control is available for this station.
 AJ6409
 AJ6409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4997898424(NAD 83)
 AJ6409_MARKER: I = METAL ROD
 AJ6409_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6409_STAMPING: HGCSD 26 RESET 2000
 AJ6409_MARK LOGO: HGCSD 
 AJ6409_PROJECTION: RECESSED 6 CENTIMETERS
 AJ6409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6409+STABILITY: POSITION/ELEVATION WELL
 AJ6409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6409+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6409_ROD/PIPE-DEPTH: 8.2  meters
 AJ6409_SLEEVE-DEPTH  : 3.0 meters
 AJ6409
 AJ6409  HISTORY     - Date     Condition        Report By
 AJ6409  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6409
 AJ6409                          STATION DESCRIPTION
 AJ6409
 AJ6409'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6409'THE STATION IS LOCATED ABOUT 14 MILESEAST OF KATY, 6.5 MILES (10.5 KM)
 AJ6409'SOUTH SOUTHWEST OF JERSEY VILLAGE, 14.3 MILES (23.0 KM) WEST NORTHWEST
 AJ6409'OF HOUSTON.  OWNERSHIP--CITY OF HOUSTON ADDICKS TREATMENT PLANT.
 AJ6409'--RESTRICTED ACSESS--
 AJ6409'TO REACH THE STATION FROM THE JUNCTION OF KIRKWOOD AND OLD KATY
 AJ6409'HIGHWAY, HEAD EASTERLY ON OLD KATY HIGHWAY FOR .25 MILE (0.40 KM) TO A
 AJ6409'LOCKED GATE ON YOUR LEFT.  ARANGE ACCESS IN ADVANCE, CALL THE HOUSTON
 AJ6409'WATER PRODUCTION CONTOL CENTER AT 713-226-4497.  GO NORTH THRU GATE TO
 AJ6409'PLANT.  STATION IS ON NORTH SIDE OF GROUND STORAGE TANKS BY A SMALL
 AJ6409'WOODEN BUILDING HOUSING AN EXTENSOMETER AND CORS STATION. THE STATION
 AJ6409'IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN INTO THE
 AJ6409'GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 10 FT (3.0 M) LONG FILLED
 AJ6409'WITH GREASE THAT IS INCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 AJ6409'STAMPED---HGCSD 26 RESET 2000---.  THE STATION IS 8.5 FT (2.6 M) SOUTH
 AJ6409'OF A CHAINLINK FENCE, 19.5 FT (5.9 M) WEST OF SMALL BUILDING HOUSING
 AJ6409'ADDICKS EXTENSOMETER, 29 FT (8.8 M) EAST OF THE SOUTHEAST CORNER OF A
 AJ6409'SLAB OF CONCRETE WITH A STORM DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5606 ***********************************************************************
 AW5606  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5606  DESIGNATION -  HGCSD 27
 AW5606  PID         -  AW5606
 AW5606  STATE/COUNTY-  TX/HARRIS
 AW5606  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW5606
 AW5606                         *CURRENT SURVEY CONTROL
 AW5606  ___________________________________________________________________
 AW5606* NAD 83(1993)-  29 47 04.96727(N)    095 31 46.17234(W)     ADJUSTED  
 AW5606* NAVD 88     -        23.36   (meters)      76.6    (feet)  GPS OBS   
 AW5606  ___________________________________________________________________
 AW5606  X           -    -533,838.050 (meters)                     COMP
 AW5606  Y           -  -5,514,366.862 (meters)                     COMP
 AW5606  Z           -   3,149,681.956 (meters)                     COMP
 AW5606  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW5606  ELLIP HEIGHT-          -4.00  (meters)          (12/03/01) GPS OBS
 AW5606  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW5606  DYNAMIC HT  -          23.33  (meters)      76.5   (feet)  COMP
 AW5606  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 AW5606
 AW5606  HORZ ORDER  -  FIRST
 AW5606  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5606  ELLP ORDER  -  FOURTH    CLASS II
 AW5606
 AW5606.The horizontal coordinates were established by GPS observations
 AW5606.and adjusted by the National Geodetic Survey in December 2001..
 AW5606
 AW5606.The orthometric height was determined by GPS observations and a
 AW5606.high-resolution geoid model using precise GPS observation and
 AW5606.processing techniques. It supersedes the leveled height previously
 AW5606.determined for this station.
 AW5606.WARNING-GPS observations at this control monument resulted in a GPS
 AW5606.derived orthometric height which differed from the leveled height by
 AW5606.more than one decimeter (0.1 meter).
 AW5606.The vertical order pertains to the first NAVD 88 superseded value.
 AW5606
 AW5606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5606
 AW5606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5606
 AW5606.The ellipsoidal height was determined by GPS observations
 AW5606.and is referenced to NAD 83.
 AW5606
 AW5606.The geoid height was determined by GEOID03.
 AW5606
 AW5606.The dynamic height is computed by dividing the NAVD 88
 AW5606.geopotential number by the normal gravity value computed on the
 AW5606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5606.degrees latitude (g = 980.6199 gals.).
 AW5606
 AW5606.The modeled gravity was interpolated from observed gravity values.
 AW5606
 AW5606;                    North         East     Units Scale Factor Converg.
 AW5606;SPC TXSC     - 4,221,244.670   935,491.956   MT  0.99989395   +1 42 00.9
 AW5606;SPC TXSC     -13,849,200.22  3,069,193.19   sFT  0.99989395   +1 42 00.9
 AW5606;UTM  15      - 3,297,612.599   255,470.931   MT  1.00033782   -1 15 25.7
 AW5606
 AW5606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5606!SPC TXSC     -   1.00000063  x   0.99989395  =   0.99989458
 AW5606!UTM  15      -   1.00000063  x   1.00033782  =   1.00033845
 AW5606
 AW5606                          SUPERSEDED SURVEY CONTROL
 AW5606
 AW5606  ELLIP H (10/25/00)   -3.87   (m)                       GP(       ) 4 1
 AW5606  NAD 83(1993)-  29 47 04.96772(N)    095 31 46.17175(W) AD(       ) 1
 AW5606  ELLIP H (10/17/96)   -3.76   (m)                       GP(       ) 3 1
 AW5606  NAD 83(1993)-  29 47 04.96701(N)    095 31 46.17090(W) AD(       ) 1
 AW5606  ELLIP H (02/16/96)   -3.70   (m)                       GP(       ) 5 1
 AW5606  NAD 83(1986)-  29 47 04.98115(N)    095 31 46.15266(W) AD(       ) 1
 AW5606  NAVD 88 (06/15/91)   23.731  (m)           77.86   (f) ADJUSTED    1 2
 AW5606  NGVD 29 (12/23/87)   23.726  (m)           77.84   (f) ADJUSTED    1 2
 AW5606
 AW5606.Superseded values are not recommended for survey control.
 AW5606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5606.See file dsdata.txt to determine how the superseded data were derived.
 AW5606
 AW5606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5547197613(NAD 83)
 AW5606_MARKER: I = METAL ROD
 AW5606_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5606_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5606_STAMPING: HGCSD 27 1986
 AW5606_MARK LOGO: NGS   
 AW5606_PROJECTION: FLUSH
 AW5606_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5606+STABILITY: POSITION/ELEVATION WELL
 AW5606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5606+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1994
 AW5606_ROD/PIPE-DEPTH: 10.7 meters
 AW5606_SLEEVE-DEPTH  : 6.1 meters
 AW5606
 AW5606  HISTORY     - Date     Condition        Report By
 AW5606  HISTORY     - 1986     MONUMENTED       NGS
 AW5606  HISTORY     - 1987     GOOD             NGS
 AW5606  HISTORY     - 19940625 GOOD             USPSQD
 AW5606  HISTORY     - 19941121 GOOD             HGCSD
 AW5606
 AW5606                          STATION DESCRIPTION
 AW5606
 AW5606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5606'11.1 KM (6.9 MI) EAST FROM ADDICKS.
 AW5606'11.1 KM (6.9 MI) EASTERLY ALONG THE MISSOURI KANSAS TEXAS RAILROAD
 AW5606'FROM ITS JUNCTION WITH STATE HIGHWAY 6 IN ADDICKS, 22.5 M (73.8 FT)
 AW5606'SOUTHWEST AND ACROSS THE ROAD FROM A FIRE HYDRANT, 13.7 M (44.9 FT)
 AW5606'SOUTHWEST OF THE CENTERLINE OF OLD KATY ROAD, 9.7 M (31.8 FT)
 AW5606'NORTHEAST OF THE NEAR RAIL, AND 9.3 M (30.5 FT) SOUTH-SOUTHEAST OF A
 AW5606'BELL SYSTEMS MANHOLE COVER.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5606'THROUGH A 5-INCH LOGO CAP.
 AW5606'THE MARK IS 0.2 M BELOW THE ROAD.
 AW5606
 AW5606                          STATION RECOVERY (1987)
 AW5606
 AW5606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5606'THE STATION IS LOCATED IN HOUSTON NEAR THE
 AW5606'INTERSECTION OF INTERSTATE HIGHWAY 10 AND BUNKER HILL ROAD ON THE
 AW5606'WEST SIDE OF HOUSTON.
 AW5606'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS,
 AW5606'11TH AND BRAZOS, AUSTIN TX 78701, PHONE 512-465-7337.
 AW5606'
 AW5606'TO REACH THE STATION FROM THE JUNCTION OF OLD KATY ROAD AND
 AW5606'BUNKER HILL ROAD, ABOUT 16.9 KM (10.5 MI) FROM DOWNTOWN HOUSTON, GO
 AW5606'EAST ON OLD KATY ROAD FOR 0.2 KM (0.1 MI) TO THE STATION ON THE
 AW5606'RIGHT ON ROAD RIGHT-OF-WAY.
 AW5606'
 AW5606'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5606'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5606'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5606'LOGO CAP STAMPED---HGCSD 27 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5606'THE GROUND SURFACE.  LOCATED 52.9 METERS (173.5 FT) EAST OF THE
 AW5606'SOUTHEAST LEG OF A HIGHLINE TOWER, 13.8 METERS (45.2 FT) SOUTH OF
 AW5606'THE SOUTH EDGE OF OLD KATY ROAD, 10.0 METERS (32.9 FT) NORTH OF THE
 AW5606'NORTH RAILROAD TRACK AND 9.2 METERS (30.2 FT) SOUTHEAST OF THE
 AW5606'CENTER OF A BELL TELEPHONE MANHOLE COVER.
 AW5606'
 AW5606'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5606'
 AW5606'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5606'
 AW5606'DESCRIBED BY V.A. BARNUM.
 AW5606
 AW5606                          STATION RECOVERY (1994)
 AW5606
 AW5606'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5606'RECOVERED IN GOOD CONDITION.
 AW5606
 AW5606                          STATION RECOVERY (1994)
 AW5606
 AW5606'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5606'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5609 ***********************************************************************
 AW5609  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5609  DESIGNATION -  HGCSD 28
 AW5609  PID         -  AW5609
 AW5609  STATE/COUNTY-  TX/HARRIS
 AW5609  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW5609
 AW5609                         *CURRENT SURVEY CONTROL
 AW5609  ___________________________________________________________________
 AW5609* NAD 83(1993)-  29 46 32.22564(N)    095 23 21.58996(W)     ADJUSTED  
 AW5609* NAVD 88     -        14.01   (meters)      46.0    (feet)  GPS OBS   
 AW5609  ___________________________________________________________________
 AW5609  X           -    -520,393.029 (meters)                     COMP
 AW5609  Y           -  -5,516,146.764 (meters)                     COMP
 AW5609  Z           -   3,148,802.325 (meters)                     COMP
 AW5609  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW5609  ELLIP HEIGHT-         -13.29  (meters)          (12/03/01) GPS OBS
 AW5609  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW5609  DYNAMIC HT  -          13.99  (meters)      45.9   (feet)  COMP
 AW5609  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 AW5609
 AW5609  HORZ ORDER  -  FIRST
 AW5609  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5609  ELLP ORDER  -  FOURTH    CLASS II
 AW5609
 AW5609.The horizontal coordinates were established by GPS observations
 AW5609.and adjusted by the National Geodetic Survey in December 2001..
 AW5609
 AW5609.The orthometric height was determined by GPS observations and a
 AW5609.high-resolution geoid model using precise GPS observation and
 AW5609.processing techniques. It supersedes the leveled height previously
 AW5609.determined for this station.
 AW5609.The vertical order pertains to the first NAVD 88 superseded value.
 AW5609
 AW5609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5609
 AW5609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5609
 AW5609.The ellipsoidal height was determined by GPS observations
 AW5609.and is referenced to NAD 83.
 AW5609
 AW5609.The geoid height was determined by GEOID03.
 AW5609
 AW5609.The dynamic height is computed by dividing the NAVD 88
 AW5609.geopotential number by the normal gravity value computed on the
 AW5609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5609.degrees latitude (g = 980.6199 gals.).
 AW5609
 AW5609.The modeled gravity was interpolated from observed gravity values.
 AW5609
 AW5609;                    North         East     Units Scale Factor Converg.
 AW5609;SPC TXSC     - 4,220,647.292   949,068.208   MT  0.99989272   +1 46 08.1
 AW5609;SPC TXSC     -13,847,240.32  3,113,734.61   sFT  0.99989272   +1 46 08.1
 AW5609;UTM  15      - 3,296,315.216   269,003.768   MT  1.00025841   -1 11 13.5
 AW5609
 AW5609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5609!SPC TXSC     -   1.00000209  x   0.99989272  =   0.99989481
 AW5609!UTM  15      -   1.00000209  x   1.00025841  =   1.00026050
 AW5609
 AW5609                          SUPERSEDED SURVEY CONTROL
 AW5609
 AW5609  ELLIP H (10/25/00)  -13.28   (m)                       GP(       ) 4 1
 AW5609  NAD 83(1993)-  29 46 32.22548(N)    095 23 21.58911(W) AD(       ) 1
 AW5609  ELLIP H (10/17/96)  -13.15   (m)                       GP(       ) 3 1
 AW5609  NAD 83(1993)-  29 46 32.22552(N)    095 23 21.58965(W) AD(       ) 1
 AW5609  ELLIP H (02/16/96)  -13.21   (m)                       GP(       ) 5 1
 AW5609  NAD 83(1986)-  29 46 32.23973(N)    095 23 21.57077(W) AD(       ) 1
 AW5609  NAVD 88 (07/26/02)   14.018  (m)           45.99   (f) ADJUSTED    1 2
 AW5609  NAVD 88 (06/15/91)   14.127  (m)           46.35   (f) UNKNOWN     1 2
 AW5609  NGVD 29 (12/23/87)   14.123  (m)           46.34   (f) ADJUSTED    1 2
 AW5609
 AW5609.Superseded values are not recommended for survey control.
 AW5609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5609.See file dsdata.txt to determine how the superseded data were derived.
 AW5609
 AW5609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6900496315(NAD 83)
 AW5609_MARKER: I = METAL ROD
 AW5609_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5609_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5609_STAMPING: HGCSD 28 1986
 AW5609_MARK LOGO: NGS   
 AW5609_PROJECTION: FLUSH
 AW5609_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5609+STABILITY: POSITION/ELEVATION WELL
 AW5609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5609+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW5609_ROD/PIPE-DEPTH: 14.0 meters
 AW5609_SLEEVE-DEPTH  : 6.1 meters
 AW5609
 AW5609  HISTORY     - Date     Condition        Report By
 AW5609  HISTORY     - 1986     MONUMENTED       NGS
 AW5609  HISTORY     - 1987     GOOD             NGS
 AW5609  HISTORY     - 19941116 GOOD             HGCSD
 AW5609  HISTORY     - 19960204 GOOD             NGS
 AW5609  HISTORY     - 20000509 GOOD             TXDOT
 AW5609
 AW5609                          STATION DESCRIPTION
 AW5609
 AW5609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5609'IN HOUSTON.
 AW5609'IN HOUSTON, AT THE SOUTHWEST CORNER OF THE LAWN AT THE GANNETT
 AW5609'OUTDOOR COMPANY OF TEXAS, AT 1600 STUDEMOUNT STREET, 44.2 M (145.0
 AW5609'FT) WEST OF THE WEST CURB OF THE PARKING LOT, 17.4 M (57.1 FT)
 AW5609'SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE STREET,
 AW5609'AND 6.2 M (20.3 FT) NORTH OF THE CENTER OF A DRIVEWAY.  NOTE--ACCESS
 AW5609'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5609'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 AW5609
 AW5609                          STATION RECOVERY (1987)
 AW5609
 AW5609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5609'THE STATION IS LOCATED IN HOUSTON.
 AW5609'OWNERSHIP--GANNETT OUTDOOR COMPANY, JIM VANLUE, 1600 STUDEMONT,
 AW5609'HOUSTON TX 77007, PHONE 713-868-2284.
 AW5609'
 AW5609'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 610 OVERPASS AND
 AW5609'INTERSTATE HIGHWAY 10, WHICH IS ABOUT 8.9 KM (5.5 MI) WEST FROM THE
 AW5609'CENTER OF HOUSTON, GO EAST ON INTERSTATE HIGHWAY 10 FOR 2.3 KM
 AW5609'(1.45 MI) TO THE INTERSECTION OF WASHINGTON STREET, TURN RIGHT AND
 AW5609'GO EASTERLY ON WASHINGTON STREET FOR 2.1 KM (1.3 MI) TO A CROSS
 AW5609'STREET, CONTINUE EAST ON WASHINGTON STREET FOR 1.9 KM (1.15 MI) TO
 AW5609'A CROSSROAD, TURN LEFT AND GO NORTHERLY ON STUDEMONT STREET FOR 0.9
 AW5609'KM (0.55 MI) TO AN ENTRANCE DRIVE AND THE STATION ON THE RIGHT.
 AW5609'
 AW5609'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5609'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5609'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5609'LOGO CAP STAMPED---HGCSD 28 1986---, THE ROD IS RECESSED 4 CM BELOW
 AW5609'THE GROUND.  LOCATED
 AW5609'25.3 METERS (83.1 FT) WEST-NORTHWEST FROM A UTILITY POLE WITH A
 AW5609'LARGE GAS METER NEAR THE BASE OF THE POLE,
 AW5609'17.2 METERS (56.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE NORTH
 AW5609'BOUND LANE OF THE STREET AND
 AW5609'5.9 METERS (19.5 FT) NORTH FROM THE CENTER OF THE ENTRANCE DRIVE.
 AW5609'
 AW5609'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5609'
 AW5609'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5609'
 AW5609'DESCRIBED BY P.C. OSLEY.
 AW5609
 AW5609                          STATION RECOVERY (1994)
 AW5609
 AW5609'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5609'RECOVERED AS DESCRIBED.
 AW5609
 AW5609                          STATION RECOVERY (1996)
 AW5609
 AW5609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5609'IN HOUSTON, 71.5 M (234.6 FT) WEST OF THE SOUTHWEST CORNER OF THE
 AW5609'GANNETT OUTDOORS OF TEXAS BUILDING AT 1600 STUDEMOUNT STREET, 17.4 M
 AW5609'(57.1 FT) SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 AW5609'STREET, AND 6.2 M (20.3 FT) NORTH OF AND LEVEL WITH THE CENTER OF A
 AW5609'DRIVEWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AW5609'CAP.  THE MONUMENT IS ON PROPERTY OWNED BY THE GANNETT OUTDOOR
 AW5609'COMPANY, 1600 STUDEMOUNT STREET, HOUSTON, TX 77007, TELEPHONE NUMBER
 AW5609'(713) 868-2284.
 AW5609
 AW5609                          STATION RECOVERY (2000)
 AW5609
 AW5609'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AW5609'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9856 ***********************************************************************
 AA9856  DESIGNATION -  HGCSD 29 RESET
 AA9856  PID         -  AA9856
 AA9856  STATE/COUNTY-  TX/HARRIS
 AA9856  USGS QUAD   -  SETTEGAST (1995)
 AA9856
 AA9856                         *CURRENT SURVEY CONTROL
 AA9856  ___________________________________________________________________
 AA9856* NAD 83(1993)-  29 47 27.30403(N)    095 20 03.14715(W)     ADJUSTED  
 AA9856* NAVD 88     -        13.815  (meters)      45.32   (feet)  ADJUSTED  
 AA9856  ___________________________________________________________________
 AA9856  X           -    -515,007.497 (meters)                     COMP
 AA9856  Y           -  -5,515,805.957 (meters)                     COMP
 AA9856  Z           -   3,150,274.154 (meters)                     COMP
 AA9856  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA9856  ELLIP HEIGHT-         -13.47  (meters)          (10/25/00) GPS OBS
 AA9856  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA9856  DYNAMIC HT  -          13.796 (meters)      45.26  (feet)  COMP
 AA9856  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 AA9856
 AA9856  HORZ ORDER  -  FIRST
 AA9856  VERT ORDER  -  FIRST     CLASS II
 AA9856  ELLP ORDER  -  FOURTH    CLASS I
 AA9856
 AA9856.The horizontal coordinates were established by GPS observations
 AA9856.and adjusted by the National Geodetic Survey in October 1996..
 AA9856
 AA9856.The orthometric height was determined by differential leveling
 AA9856.and adjusted by the National Geodetic Survey in July 2002..
 AA9856
 AA9856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9856
 AA9856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9856
 AA9856.The ellipsoidal height was determined by GPS observations
 AA9856.and is referenced to NAD 83.
 AA9856
 AA9856.The geoid height was determined by GEOID03.
 AA9856
 AA9856.The dynamic height is computed by dividing the NAVD 88
 AA9856.geopotential number by the normal gravity value computed on the
 AA9856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9856.degrees latitude (g = 980.6199 gals.).
 AA9856
 AA9856.The modeled gravity was interpolated from observed gravity values.
 AA9856
 AA9856;                    North         East     Units Scale Factor Converg.
 AA9856;SPC TXSC     - 4,222,507.999   954,342.451   MT  0.99989481   +1 47 45.3
 AA9856;SPC TXSC     -13,853,344.99  3,131,038.52   sFT  0.99989481   +1 47 45.3
 AA9856;UTM  15      - 3,297,902.009   274,368.825   MT  1.00022817   -1 09 36.8
 AA9856
 AA9856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9856!SPC TXSC     -   1.00000212  x   0.99989481  =   0.99989693
 AA9856!UTM  15      -   1.00000212  x   1.00022817  =   1.00023029
 AA9856
 AA9856|---------------------------------------------------------------------|
 AA9856| PID    Reference Object                     Distance      Geod. Az  |
 AA9856|                                                           dddmmss.s |
 AA9856| AA9859 NORTHEAST 2250 CORS L1 PHS CTR       25.838 METERS 35856     |
 AA9856|---------------------------------------------------------------------|
 AA9856
 AA9856                          SUPERSEDED SURVEY CONTROL
 AA9856
 AA9856  ELLIP H (10/17/96)  -13.34   (m)                       GP(       ) 3 1
 AA9856  NAVD 88 (09/11/96)   13.821  (m)           45.34   (f) UNKNOWN     1 2
 AA9856
 AA9856.Superseded values are not recommended for survey control.
 AA9856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9856.See file dsdata.txt to determine how the superseded data were derived.
 AA9856
 AA9856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7436997902(NAD 83)
 AA9856_MARKER: I = METAL ROD
 AA9856_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9856_STAMPING: HGCSD 29 RESET 1995
 AA9856_MARK LOGO: NGS   
 AA9856_PROJECTION: RECESSED 10 CENTIMETERS
 AA9856_MAGNETIC: I = MARKER IS A STEEL ROD
 AA9856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9856+STABILITY: POSITION/ELEVATION WELL
 AA9856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9856+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AA9856_ROD/PIPE-DEPTH: 10   meters
 AA9856_SLEEVE-DEPTH  : 3 meters
 AA9856
 AA9856  HISTORY     - Date     Condition        Report By
 AA9856  HISTORY     - 1995     MONUMENTED       HGCSD
 AA9856  HISTORY     - 19941116 GOOD             HGCSD
 AA9856  HISTORY     - 19960204 GOOD             NGS
 AA9856  HISTORY     - 20000509 POOR             TXDOT
 AA9856
 AA9856                          STATION DESCRIPTION
 AA9856
 AA9856'DESCRIBED BY HARRIS-GALV CO DIST 1995 (WMC)
 AA9856'0.6 KM (0.35 MI) EAST ALONG COLLINGSWORTH STREET FROM ITS JUNCTION
 AA9856'WITH U.S.  HIGHWAY 59 IN NORTHEAST HOUSTON, THENCE 0.3 KM (0.20 MI)
 AA9856'SOUTH ALONG LINN STREET, THENCE 0.3 KM (0.20 MI) EAST ALONG A CONCRETE
 AA9856'DRIVEWAY TO THE EAST END OF THE CITY OF HOUSTON NORTHEAST PUMPING
 AA9856'STATION AND THE STATION ON THE RIGHT.  THE STATION IS A PUNCH MARK IN
 AA9856'THE TOP OF A STAINLESS STEEL ROD DRIVEN INTO THE GROUND AND INSIDE A
 AA9856'1-INCH PVC PIPE FILLED WITH GREASE THAT IS ENCASED IN A 5 INCH PVC
 AA9856'PIPE WITH A LOGO CAP STAMPED -- HGCSD 29 RESET 1995 --, THE ROD IS
 AA9856'RECESSED APPROXIMATELY 5 CM BELOW THE GROUND.  35.9 M (117.8 FT) EAST
 AA9856'OF THE NORTHEAST CORNER OF THE PUMPING STATION BUILDING.  38.5 M
 AA9856'(126.3 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE PUMPING STATION
 AA9856'BUILDING.  9.4 M (30.8 FT) WEST OF THE EAST PERIMETER FENCE.  27.7 M
 AA9856'(90.9 FT) NORTH OF THE SOUTH PERIMETER FENCE.  2.8 M (9.2 FT) NORTH OF
 AA9856'THE SOUTHERNMOST OF FOUR PIEZOMETERS.  3.2 M (10.5 FT) SOUTH OF THE
 AA9856'SECOND OF FOUR PIEZOMETERS.
 AA9856
 AA9856                          STATION RECOVERY (1994)
 AA9856
 AA9856'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AA9856'.35 MILES (0.56 KM) EAST ALONG COLLINGSWORTH FROM ITS JUNCTION WITH
 AA9856'U.S.HIGHWAY 59,THENCE SOUTH ALONG LINN STREET .2 MILES,THENCE .2 MILES
 AA9856'(0.3 KM) ALONG DRIVETO EAST END OF THE CITY OF HOUSTON PUMPING STATION
 AA9856'NEAR THE CENTER OF AND IN LINE WITH THE TWO MOST SOUTHERN MONITOR
 AA9856'WELLS
 AA9856
 AA9856                          STATION RECOVERY (1996)
 AA9856
 AA9856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA9856'IN HOUSTON, ON THE PROPERTY OF THE HOUSTON NORTHEAST PUMPING STATION
 AA9856'AT 3400 STAPLES STREET, 35.8 M (117.5 FT) EAST OF THE SOUTHEAST CORNER
 AA9856'OF THE PUMPING STATION BUILDING, 24.7 M (81.0 FT) SOUTH OF THE
 AA9856'SOUTHWEST CORNER OF AN EXTENSOMETER BUILDING, 23.0 M (75.5 FT) EAST OF
 AA9856'THE CENTER OF A DRIVEWAY, 17.1 M (56.1 FT) SOUTHEAST OF THE SOUTHEAST
 AA9856'CORNER OF A BLOCK BUILDING, 3.1 M (10.2 FT) SOUTH OF A 4-INCH
 AA9856'STANDPIPE, AND 2.7 M (8.9 FT) NORTH OF A 4-INCH STANDPIPE .
 AA9856'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA9856
 AA9856                          STATION RECOVERY (2000)
 AA9856
 AA9856'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AA9856'STAINLESS STEEL ROD IS BENT SEVERAL CENTIMETERS OUT OF PLUMB.  FIVE
 AA9856'INCH PVC PIPE AND LOGO CAP ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6425 ***********************************************************************
 AJ6425  DESIGNATION -  HGCSD 29 RESET 2
 AJ6425  PID         -  AJ6425
 AJ6425  STATE/COUNTY-  TX/HARRIS
 AJ6425  USGS QUAD   -  SETTEGAST (1995)
 AJ6425
 AJ6425                         *CURRENT SURVEY CONTROL
 AJ6425  ___________________________________________________________________
 AJ6425* NAD 83(1993)-  29 47 27.28137(N)    095 20 03.15237(W)     ADJUSTED  
 AJ6425* NAVD 88     -        13.723  (meters)      45.02   (feet)  ADJUSTED  
 AJ6425  ___________________________________________________________________
 AJ6425  X           -    -515,007.662 (meters)                     COMP
 AJ6425  Y           -  -5,515,806.220 (meters)                     COMP
 AJ6425  Z           -   3,150,273.509 (meters)                     COMP
 AJ6425  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AJ6425  ELLIP HEIGHT-         -13.55  (meters)          (12/03/01) GPS OBS
 AJ6425  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ6425  DYNAMIC HT  -          13.705 (meters)      44.96  (feet)  COMP
 AJ6425  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 AJ6425
 AJ6425  HORZ ORDER  -  FIRST
 AJ6425  VERT ORDER  -  FIRST     CLASS II
 AJ6425  ELLP ORDER  -  FOURTH    CLASS II
 AJ6425
 AJ6425.The horizontal coordinates were established by GPS observations
 AJ6425.and adjusted by the National Geodetic Survey in December 2001..
 AJ6425
 AJ6425.The orthometric height was determined by differential leveling
 AJ6425.and adjusted by the National Geodetic Survey in January 2002..
 AJ6425.No vertical observational check was made to the station.
 AJ6425
 AJ6425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6425
 AJ6425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6425
 AJ6425.The ellipsoidal height was determined by GPS observations
 AJ6425.and is referenced to NAD 83.
 AJ6425
 AJ6425.The geoid height was determined by GEOID03.
 AJ6425
 AJ6425.The dynamic height is computed by dividing the NAVD 88
 AJ6425.geopotential number by the normal gravity value computed on the
 AJ6425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6425.degrees latitude (g = 980.6199 gals.).
 AJ6425
 AJ6425.The modeled gravity was interpolated from observed gravity values.
 AJ6425
 AJ6425;                    North         East     Units Scale Factor Converg.
 AJ6425;SPC TXSC     - 4,222,507.298   954,342.333   MT  0.99989481   +1 47 45.3
 AJ6425;SPC TXSC     -13,853,342.69  3,131,038.14   sFT  0.99989481   +1 47 45.3
 AJ6425;UTM  15      - 3,297,901.314   274,368.670   MT  1.00022817   -1 09 36.8
 AJ6425
 AJ6425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6425!SPC TXSC     -   1.00000213  x   0.99989481  =   0.99989694
 AJ6425!UTM  15      -   1.00000213  x   1.00022817  =   1.00023030
 AJ6425
 AJ6425                          SUPERSEDED SURVEY CONTROL
 AJ6425
 AJ6425.No superseded survey control is available for this station.
 AJ6425
 AJ6425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7436997901(NAD 83)
 AJ6425_MARKER: I = METAL ROD
 AJ6425_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6425_STAMPING: HGCSD 29 RESET 2000
 AJ6425_MARK LOGO: HGCSD 
 AJ6425_PROJECTION: RECESSED 6 CENTIMETERS
 AJ6425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6425+STABILITY: POSITION/ELEVATION WELL
 AJ6425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6425+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6425_ROD/PIPE-DEPTH: 8.2  meters
 AJ6425_SLEEVE-DEPTH  : 3.0 meters
 AJ6425
 AJ6425  HISTORY     - Date     Condition        Report By
 AJ6425  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6425
 AJ6425                          STATION DESCRIPTION
 AJ6425
 AJ6425'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6425'THE STATION IS LOCATED ABOUT 14.8 MILES (23.8 KM) SOUTH EAST FROM
 AJ6425'JERSEY VILLAGE, 5.6 MILES (9.0 KM) NORTH WEST OF JACINTO CITY, 2.8
 AJ6425'MILES (4.5 KM) NORTH EAST OF HOUSTON.  OWNERSHIP--CITY OF HOUSTON
 AJ6425'PUBLIC WORKS DEPARTMENT.  --RESTRICTED ACSESS--
 AJ6425'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND
 AJ6425'COLINGSWORTH STREET, HEAD EAST ON COLLINGSWORTH .35 MILE (0.56 KM) TO
 AJ6425'A SIDE ROAD NAMED LINN, THENCE SOUTH ALONG LINN FOR .2 MILES, (0.3 KM)
 AJ6425'THENCE EAST ALONG A CONCRETE DRIVE TO THE EAST END OF THE CITY OF
 AJ6425'HOUSTON NORTHEAST PUMPING STATION AND THE STATION TO THE RIGHT.  THE
 AJ6425'STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 AJ6425'INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 10 FT (3.0 M)
 AJ6425'LONG FILLED WITH GREASE THAT IS INCASED IN A 5-INCH PVC PIPE WITH A
 AJ6425'LOGO CAP STAMPED---HGCSD 29 RESET 2000---.  THE STATION IS 117 FT
 AJ6425'(35.7 M) EAST OF THE SOUTHEAST CORNER OF THE PUMPING STATION BUILDING,
 AJ6425'30.8 FT (9.4 M) WEST OF THE EAST PERIMETER FENCE, ABOUT 6.5 FT (2.0 M)
 AJ6425'NORTH OF THE FURTHEST SOUTH OF 4 PIEZOMETERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1994 ***********************************************************************
 BL1994  HT_MOD      -  This is a Height Modernization Survey Station.
 BL1994  DESIGNATION -  HGCSD 3
 BL1994  PID         -  BL1994
 BL1994  STATE/COUNTY-  TX/HARRIS
 BL1994  USGS QUAD   -  TOMBALL (1979)
 BL1994
 BL1994                         *CURRENT SURVEY CONTROL
 BL1994  ___________________________________________________________________
 BL1994* NAD 83(1993)-  30 01 04.67861(N)    095 35 09.02479(W)     ADJUSTED  
 BL1994* NAVD 88     -        42.74   (meters)     140.2    (feet)  GPS OBS   
 BL1994  ___________________________________________________________________
 BL1994  X           -    -538,007.922 (meters)                     COMP
 BL1994  Y           -  -5,501,027.422 (meters)                     COMP
 BL1994  Z           -   3,172,105.987 (meters)                     COMP
 BL1994  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BL1994  ELLIP HEIGHT-          15.24  (meters)          (12/03/01) GPS OBS
 BL1994  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL1994  DYNAMIC HT  -          42.68  (meters)     140.0   (feet)  COMP
 BL1994  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 BL1994
 BL1994  HORZ ORDER  -  FIRST
 BL1994  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1994  ELLP ORDER  -  FOURTH    CLASS II
 BL1994
 BL1994.The horizontal coordinates were established by GPS observations
 BL1994.and adjusted by the National Geodetic Survey in December 2001..
 BL1994
 BL1994.The orthometric height was determined by GPS observations and a
 BL1994.high-resolution geoid model using precise GPS observation and
 BL1994.processing techniques. It supersedes the leveled height previously
 BL1994.determined for this station.
 BL1994.WARNING-GPS observations at this control monument resulted in a GPS
 BL1994.derived orthometric height which differed from the leveled height by
 BL1994.more than one decimeter (0.1 meter).
 BL1994.The vertical order pertains to the first NAVD 88 superseded value.
 BL1994
 BL1994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL1994
 BL1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1994
 BL1994.The ellipsoidal height was determined by GPS observations
 BL1994.and is referenced to NAD 83.
 BL1994
 BL1994.The geoid height was determined by GEOID03.
 BL1994
 BL1994.The dynamic height is computed by dividing the NAVD 88
 BL1994.geopotential number by the normal gravity value computed on the
 BL1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1994.degrees latitude (g = 980.6199 gals.).
 BL1994
 BL1994.The modeled gravity was interpolated from observed gravity values.
 BL1994
 BL1994;                    North         East     Units Scale Factor Converg.
 BL1994;SPC TXSC     - 4,246,927.359   929,291.746   MT  0.99993411   +1 40 21.5
 BL1994;SPC TXSC     -13,933,460.84  3,048,851.34   sFT  0.99993411   +1 40 21.5
 BL1994;UTM  15      - 3,323,592.799   250,604.037   MT  1.00036745   -1 17 39.4
 BL1994
 BL1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1994!SPC TXSC     -   0.99999761  x   0.99993411  =   0.99993172
 BL1994!UTM  15      -   0.99999761  x   1.00036745  =   1.00036506
 BL1994
 BL1994                          SUPERSEDED SURVEY CONTROL
 BL1994
 BL1994  ELLIP H (10/25/00)   15.40   (m)                       GP(       ) 4 1
 BL1994  NAD 83(1993)-  30 01 04.67936(N)    095 35 09.02432(W) AD(       ) 1
 BL1994  ELLIP H (10/17/96)   15.52   (m)                       GP(       ) 3 1
 BL1994  NAD 83(1993)-  30 01 04.67932(N)    095 35 09.02437(W) AD(       ) 1
 BL1994  ELLIP H (02/16/96)   15.54   (m)                       GP(       ) 5 1
 BL1994  NAD 83(1986)-  30 01 04.69352(N)    095 35 09.00567(W) AD(       ) 1
 BL1994  NAVD 88 (06/15/91)   43.078  (m)          141.33   (f) ADJUSTED    1 2
 BL1994  NGVD 29 (12/23/87)   43.072  (m)          141.31   (f) ADJUSTED    1 2
 BL1994
 BL1994.Superseded values are not recommended for survey control.
 BL1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1994.See file dsdata.txt to determine how the superseded data were derived.
 BL1994
 BL1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5060423593(NAD 83)
 BL1994_MARKER: I = METAL ROD
 BL1994_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL1994_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL1994_STAMPING: HGCSD 3 1987
 BL1994_MARK LOGO: NGS   
 BL1994_PROJECTION: FLUSH
 BL1994_MAGNETIC: I = MARKER IS A STEEL ROD
 BL1994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL1994+STABILITY: POSITION/ELEVATION WELL
 BL1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1994+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1994
 BL1994_ROD/PIPE-DEPTH: 17.1 meters
 BL1994_SLEEVE-DEPTH  : 6.1 meters
 BL1994
 BL1994  HISTORY     - Date     Condition        Report By
 BL1994  HISTORY     - 1987     MONUMENTED       NGS
 BL1994  HISTORY     - 1987     GOOD             NGS
 BL1994  HISTORY     - 19941122 GOOD             HGCSD
 BL1994
 BL1994                          STATION DESCRIPTION
 BL1994
 BL1994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL1994'THE STATION IS LOCATED ABOUT 37.0 KM (23.0 MI)
 BL1994'NORTH-NORTHWEST OF THE CENTER OF HOUSTON, 12.9 KM (8.0 MI)
 BL1994'SOUTHWEST OF SPRING, 9.7 KM (6.0 MI) SOUTHEAST OF TOMBALL AND IN
 BL1994'THE LAWN OF THE SPRING CYPRESS MISSIONARY BAPTIST CHURCH.
 BL1994'OWNERSHIP--SPRING CYPRESS MISSIONARY BAPTIST CHURCH, PASTOR HAROLD
 BL1994'JONES, PHONE 713-370-5408.
 BL1994'
 BL1994'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 149 AND FARM
 BL1994'ROAD 2920 IN TOMBALL, GO SOUTH ON FARM ROAD 149 FOR 9.7 KM (6.0 MI)
 BL1994'TO A ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON SPRING CYPRESS
 BL1994'ROAD FOR 0.4 KM (0.25 MI) TO ITS JUNCTION WITH HUFFSMITH-KOHEVILLE
 BL1994'ROAD, TURN LEFT AND GO NORTH FOR 4.0 KM (0.25 MI) TO THE STATION ON
 BL1994'THE LEFT.
 BL1994'
 BL1994'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD,
 BL1994'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 BL1994'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 BL1994'LOGO CAP
 BL1994'STAMPED---HGCSD 3 1987, THE ROD IS
 BL1994'RECESSED 8 CM BELOW THE GROUND.  LOCATED
 BL1994'13.9 METERS (45.7 FT) WEST FROM THE CENTER OF THE ROAD,
 BL1994'12.3 METERS (40.5 FT) NORTH-NORTHEAST FROM THE
 BL1994'NORTHEAST CORNER OF THE CHURCH,
 BL1994'8.2 METERS (27.0 FT) SOUTH FROM A DIRT DRIVE,
 BL1994'6.1 METERS (20.1 FT) EAST FROM THE EAST SIDE OF THE SIDEWALK AND
 BL1994'3.66 METERS (12.0 FT) SOUTHWEST FROM A LAMP POLE.
 BL1994'
 BL1994'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 BL1994'
 BL1994'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BL1994'
 BL1994'DESCRIBED BY T.F. DAWS.
 BL1994
 BL1994                          STATION RECOVERY (1987)
 BL1994
 BL1994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1994'0.8 KM (0.5 MI) NE FROM KOHRVILLE.
 BL1994'0.4 KM (0.25 MI) EAST ALONG SPRING-CYPRESS ROAD FROM ITS JUNCTION WITH
 BL1994'FARM ROAD 149 IN KOHRVILLE, THENCE 0.4 KM (0.25 MI) NORTH ALONG
 BL1994'HUFFSMITH-KOHRVILLE ROAD, 13.8 M (45.3 FT) WEST OF THE CENTERLINE OF
 BL1994'THE ROAD, 12.3 M (40.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 BL1994'SPRING-CYPRESS MISSIONARY BAPTIST CHURCH, 8.2 M (26.9 FT) SOUTH OF THE
 BL1994'CENTER OF DRIVEWAY, AND 6.4 M (21.0 FT) EAST OF THE EAST EDGE OF A
 BL1994'SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 BL1994'CAP.
 BL1994'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BL1994
 BL1994                          STATION RECOVERY (1994)
 BL1994
 BL1994'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 BL1994'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5529 ***********************************************************************
 AW5529  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5529  DESIGNATION -  HGCSD 30
 AW5529  PID         -  AW5529
 AW5529  STATE/COUNTY-  TX/HARRIS
 AW5529  USGS QUAD   -  JACINTO CITY (1982)
 AW5529
 AW5529                         *CURRENT SURVEY CONTROL
 AW5529  ___________________________________________________________________
 AW5529* NAD 83(1993)-  29 46 11.97416(N)    095 13 14.36793(W)     ADJUSTED  
 AW5529* NAVD 88     -         7.58   (meters)      24.9    (feet)  GPS OBS   
 AW5529  ___________________________________________________________________
 AW5529  X           -    -504,179.510 (meters)                     COMP
 AW5529  Y           -  -5,517,957.699 (meters)                     COMP
 AW5529  Z           -   3,148,257.909 (meters)                     COMP
 AW5529  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW5529  ELLIP HEIGHT-         -19.65  (meters)          (12/03/01) GPS OBS
 AW5529  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW5529  DYNAMIC HT  -           7.57  (meters)      24.8   (feet)  COMP
 AW5529  MODELED GRAV-     979,288.4   (mgal)                       NAVD 88
 AW5529
 AW5529  HORZ ORDER  -  FIRST
 AW5529  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5529  ELLP ORDER  -  FOURTH    CLASS II
 AW5529
 AW5529.The horizontal coordinates were established by GPS observations
 AW5529.and adjusted by the National Geodetic Survey in December 2001..
 AW5529
 AW5529.The orthometric height was determined by GPS observations and a
 AW5529.high-resolution geoid model using precise GPS observation and
 AW5529.processing techniques. It supersedes the leveled height previously
 AW5529.determined for this station.
 AW5529.The vertical order pertains to the first NAVD 88 superseded value.
 AW5529
 AW5529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5529
 AW5529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5529
 AW5529.The ellipsoidal height was determined by GPS observations
 AW5529.and is referenced to NAD 83.
 AW5529
 AW5529.The geoid height was determined by GEOID03.
 AW5529
 AW5529.The dynamic height is computed by dividing the NAVD 88
 AW5529.geopotential number by the normal gravity value computed on the
 AW5529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5529.degrees latitude (g = 980.6199 gals.).
 AW5529
 AW5529.The modeled gravity was interpolated from observed gravity values.
 AW5529
 AW5529;                    North         East     Units Scale Factor Converg.
 AW5529;SPC TXSC     - 4,220,539.315   965,389.560   MT  0.99989198   +1 51 05.6
 AW5529;SPC TXSC     -13,846,886.07  3,167,282.25   sFT  0.99989198   +1 51 05.6
 AW5529;UTM  15      - 3,295,365.608   285,303.073   MT  1.00016876   -1 06 10.9
 AW5529
 AW5529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5529!SPC TXSC     -   1.00000309  x   0.99989198  =   0.99989507
 AW5529!UTM  15      -   1.00000309  x   1.00016876  =   1.00017185
 AW5529
 AW5529                          SUPERSEDED SURVEY CONTROL
 AW5529
 AW5529  ELLIP H (10/25/00)  -19.70   (m)                       GP(       ) 4 1
 AW5529  NAD 83(1993)-  29 46 11.97544(N)    095 13 14.36662(W) AD(       ) 1
 AW5529  ELLIP H (10/17/96)  -19.57   (m)                       GP(       ) 3 1
 AW5529  NAD 83(1993)-  29 46 11.97478(N)    095 13 14.36717(W) AD(       ) 1
 AW5529  ELLIP H (02/16/96)  -19.73   (m)                       GP(       ) 5 1
 AW5529  NAD 83(1986)-  29 46 11.98904(N)    095 13 14.34860(W) AD(       ) 1
 AW5529  NAVD 88 (06/15/91)    7.517  (m)           24.66   (f) ADJUSTED    1 2
 AW5529  NGVD 29 (12/23/87)    7.514  (m)           24.65   (f) ADJUSTED    1 2
 AW5529
 AW5529.Superseded values are not recommended for survey control.
 AW5529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5529.See file dsdata.txt to determine how the superseded data were derived.
 AW5529
 AW5529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8530395366(NAD 83)
 AW5529_MARKER: I = METAL ROD
 AW5529_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5529_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5529_STAMPING: HGCSD 30 1986
 AW5529_MARK LOGO: NGS   
 AW5529_PROJECTION: RECESSED 2 CENTIMETERS
 AW5529_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5529+STABILITY: POSITION/ELEVATION WELL
 AW5529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5529+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1994
 AW5529_ROD/PIPE-DEPTH: 12.2 meters
 AW5529_SLEEVE-DEPTH  : 6.1 meters
 AW5529
 AW5529  HISTORY     - Date     Condition        Report By
 AW5529  HISTORY     - 1986     MONUMENTED       NGS
 AW5529  HISTORY     - 1987     GOOD             NGS
 AW5529  HISTORY     - 19940625 GOOD             USPSQD
 AW5529  HISTORY     - 19941201 GOOD             HGCSD
 AW5529
 AW5529                          STATION DESCRIPTION
 AW5529
 AW5529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5529'1.0 KM (0.6 MI) WEST FROM GREENS BAYOU.
 AW5529'0.6 KM (0.4 MI) WEST ALONG MARKET STREET FROM THE JUNCTION OF FEDERAL
 AW5529'ROAD IN GREENS BAYOU, THENCE 0.3 KM (0.2 MI) NORTH ALONG MAE DRIVE TO
 AW5529'THE MARK ON THE LEFT NEAR THE NORTHEAST CORNER OF THE FENCE AROUND THE
 AW5529'HARRIS SCHOOL, 14.5 METERS (47.6 FT) WEST OF THE CENTER OF MAE DRIVE,
 AW5529'8.7 METERS (28.5 FT) SOUTH OF THE CENTERLINE OF THE FRONTAGE ROAD, 6.7
 AW5529'METERS (22.0 FT) NORTH OF THE FENCE, 5.8 METERS (19.0 FT) NORTHWEST OF
 AW5529'A GAS PIPE WARNING SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5529'5-INCH LOGO CAP.
 AW5529'THE MARK IS 0.1 M ABOVE THE FRONTAGE ROAD.
 AW5529
 AW5529                          STATION RECOVERY (1987)
 AW5529
 AW5529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5529'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI)
 AW5529'SOUTHWEST OF BARRETT, 13.7 KM (8.5 MI) EAST FROM THE CENTER OF
 AW5529'HOUSTON, 9.7 KM (6.0 MI) NORTHWEST OF DEER PARK AND ON HIGHWAY
 AW5529'RIGHT-OF-WAY.
 AW5529'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN TX
 AW5529'78701, PHONE 512-465-7337.
 AW5529'
 AW5529'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AW5529'FEDERAL ROAD, WHICH IS ABOUT 14.5 KM (9.0 MI) EAST FROM THE CENTER
 AW5529'OF HOUSTON, GO SOUTH ON FEDERAL ROAD FOR 0.3 KM (0.2 MI) TO A
 AW5529'CROSSROAD, TURN RIGHT AND GO WEST ON MARKET STREET FOR 0.6 KM (0.4
 AW5529'MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON MAE DRIVE FOR
 AW5529'0.3 KM (0.2 MI) TO THE STATION ON THE LEFT, NEAR THE NORTHEAST
 AW5529'CORNER OF A CHAINLINK FENCE AROUND THE ROLAND P. HARRIS ELEMENTARY
 AW5529'SCHOOL.
 AW5529'
 AW5529'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5529'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5529'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5529'LOGO CAP STAMPED---HGCSD 30 1986---, THE ROD IS RECESSED 5 CM BELOW
 AW5529'THE GROUND.  LOCATED
 AW5529'14.3 METERS (47.0 FT) WEST FROM THE CENTER OF MAE ROAD,
 AW5529'9.1 METERS (30.0 FT) SOUTH FROM THE CENTERLINE OF THE FRONTAGE ROAD
 AW5529'OF INTERSTATE HIGHWAY 10 AND
 AW5529'7.9 METERS (25.8 FT) NORTHWEST FROM THE NORTHEAST CORNER OF THE
 AW5529'FENCE.
 AW5529'
 AW5529'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5529'
 AW5529'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5529'
 AW5529'DESCRIBED BY P.C. OSLEY.
 AW5529
 AW5529                          STATION RECOVERY (1994)
 AW5529
 AW5529'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5529'RECOVERED IN GOOD CONDITION.
 AW5529
 AW5529                          STATION RECOVERY (1994)
 AW5529
 AW5529'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5529'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5532 ***********************************************************************
 AW5532  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5532  DESIGNATION -  HGCSD 31
 AW5532  PID         -  AW5532
 AW5532  STATE/COUNTY-  TX/HARRIS
 AW5532  USGS QUAD   -  HIGHLANDS (1995)
 AW5532
 AW5532                         *CURRENT SURVEY CONTROL
 AW5532  ___________________________________________________________________
 AW5532* NAD 83(1993)-  29 46 56.86689(N)    095 06 08.65185(W)     ADJUSTED  
 AW5532* NAVD 88     -         5.92   (meters)      19.4    (feet)  GPS OBS   
 AW5532  ___________________________________________________________________
 AW5532  X           -    -492,728.585 (meters)                     COMP
 AW5532  Y           -  -5,518,301.335 (meters)                     COMP
 AW5532  Z           -   3,149,456.873 (meters)                     COMP
 AW5532  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AW5532  ELLIP HEIGHT-         -21.33  (meters)          (12/03/01) GPS OBS
 AW5532  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW5532  DYNAMIC HT  -           5.91  (meters)      19.4   (feet)  COMP
 AW5532  MODELED GRAV-     979,289.9   (mgal)                       NAVD 88
 AW5532
 AW5532  HORZ ORDER  -  FIRST
 AW5532  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5532  ELLP ORDER  -  FOURTH    CLASS II
 AW5532
 AW5532.The horizontal coordinates were established by GPS observations
 AW5532.and adjusted by the National Geodetic Survey in December 2001..
 AW5532
 AW5532.The orthometric height was determined by GPS observations and a
 AW5532.high-resolution geoid model using precise GPS observation and
 AW5532.processing techniques. It supersedes the leveled height previously
 AW5532.determined for this station.
 AW5532.The vertical order pertains to the first NAVD 88 superseded value.
 AW5532
 AW5532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5532
 AW5532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5532
 AW5532.The ellipsoidal height was determined by GPS observations
 AW5532.and is referenced to NAD 83.
 AW5532
 AW5532.The geoid height was determined by GEOID03.
 AW5532
 AW5532.The dynamic height is computed by dividing the NAVD 88
 AW5532.geopotential number by the normal gravity value computed on the
 AW5532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5532.degrees latitude (g = 980.6199 gals.).
 AW5532
 AW5532.The modeled gravity was interpolated from observed gravity values.
 AW5532
 AW5532;                    North         East     Units Scale Factor Converg.
 AW5532;SPC TXSC     - 4,222,295.945   976,772.265   MT  0.99989365   +1 54 34.1
 AW5532;SPC TXSC     -13,852,649.28  3,204,627.01   sFT  0.99989365   +1 54 34.1
 AW5532;UTM  15      - 3,296,533.522   296,764.007   MT  1.00010965   -1 02 40.7
 AW5532
 AW5532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5532!SPC TXSC     -   1.00000335  x   0.99989365  =   0.99989700
 AW5532!UTM  15      -   1.00000335  x   1.00010965  =   1.00011300
 AW5532
 AW5532                          SUPERSEDED SURVEY CONTROL
 AW5532
 AW5532  ELLIP H (10/25/00)  -21.30   (m)                       GP(       ) 4 1
 AW5532  NAD 83(1993)-  29 46 56.86642(N)    095 06 08.64992(W) AD(       ) 1
 AW5532  ELLIP H (10/17/96)  -21.17   (m)                       GP(       ) 3 1
 AW5532  NAD 83(1993)-  29 46 56.86632(N)    095 06 08.65027(W) AD(       ) 1
 AW5532  ELLIP H (02/16/96)  -21.31   (m)                       GP(       ) 5 1
 AW5532  NAD 83(1986)-  29 46 56.88008(N)    095 06 08.63136(W) AD(       ) 1
 AW5532  NAVD 88 (06/15/91)    5.933  (m)           19.47   (f) ADJUSTED    1 2
 AW5532  NGVD 29 (12/23/87)    5.930  (m)           19.46   (f) ADJUSTED    1 2
 AW5532
 AW5532.Superseded values are not recommended for survey control.
 AW5532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5532.See file dsdata.txt to determine how the superseded data were derived.
 AW5532
 AW5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9676496534(NAD 83)
 AW5532_MARKER: I = METAL ROD
 AW5532_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5532_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5532_STAMPING: HGCSD 31 1986
 AW5532_MARK LOGO: NGS   
 AW5532_PROJECTION: FLUSH
 AW5532_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5532+STABILITY: POSITION/ELEVATION WELL
 AW5532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5532+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1994
 AW5532_ROD/PIPE-DEPTH: 12.0 meters
 AW5532_SLEEVE-DEPTH  : 6.1 meters
 AW5532
 AW5532  HISTORY     - Date     Condition        Report By
 AW5532  HISTORY     - 1986     MONUMENTED       NGS
 AW5532  HISTORY     - 1986     GOOD             USPSQD
 AW5532  HISTORY     - 1987     GOOD             NGS
 AW5532  HISTORY     - 1987     GOOD             USPSQD
 AW5532  HISTORY     - 1987     GOOD             USPSQD
 AW5532  HISTORY     - 1987     GOOD             USPSQD
 AW5532  HISTORY     - 1987     GOOD             USPSQD
 AW5532  HISTORY     - 1988     GOOD             USPSQD
 AW5532  HISTORY     - 1988     GOOD             USPSQD
 AW5532  HISTORY     - 1988     GOOD             USPSQD
 AW5532  HISTORY     - 1988     GOOD             USPSQD
 AW5532  HISTORY     - 1988     GOOD             USPSQD
 AW5532  HISTORY     - 19930319 GOOD             NOS
 AW5532  HISTORY     - 19940818 GOOD             USPSQD
 AW5532  HISTORY     - 19941201 GOOD             HGCSD
 AW5532
 AW5532                          STATION DESCRIPTION
 AW5532
 AW5532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5532'1.3 KM (0.8 MI) EAST FROM CHANNELVIEW.
 AW5532'1.3 KM (0.8 MI) EAST ALONG MARKET STREET FROM THE POST OFFICE IN
 AW5532'CHANNELVIEW TO THE MARK ON THE RIGHT, 51.82 METERS (170.0 FT)
 AW5532'SOUTHEAST OF THE CENTERLINE OF THE STREET, 6.40 METERS (21.0 FT)
 AW5532'NORTHEAST OF THE LEFT FIELD CORNER OF THE FENCE AROUND THE BALL
 AW5532'DIAMOND AND BENCHMARK F 1184, 1.80 METERS (5.9 FT) NORTHWEST OF THE
 AW5532'LEFT FIELD FENCE LINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5532'5-INCH LOGO CAP.
 AW5532'THE MARK IS 1.8 METERS  NW FROM  A WITNESS POST
 AW5532'THE MARK IS ABOVE LEVEL WITH STREET.
 AW5532
 AW5532                          STATION RECOVERY (1986)
 AW5532
 AW5532'RECOVERY NOTE BY US POWER SQUADRON 1986 (JRM)
 AW5532'RECOVERED IN GOOD CONDITION.
 AW5532
 AW5532                          STATION RECOVERY (1987)
 AW5532
 AW5532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5532'THE STATION IS LOCATED ABOUT 25.3 KM (14.5 MI)
 AW5532'EAST OF THE CENTER OF HOUSTON, 12.1 KM (7.5 MI) SOUTH-SOUTHWEST OF
 AW5532'BARRETT AND 8.0 KM (5.0 MI) NORTH-NORTHEAST OF DEER PARK.
 AW5532'OWNERSHIP--MIKE GREER, ASSISTANT PARKS SUPERINTENDENT, PRECINCT 2,
 AW5532'715 STRATFORD STREET, HIGHLANDS TX 77562, PHONE 713-426-7571.
 AW5532'
 AW5532'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AW5532'SHELDON ROAD, WHICH IS ABOUT 23.3 KM (14.5 MI) EAST OF THE CENTER OF
 AW5532'HOUSTON, GO SOUTH ON SHELDON ROAD FOR 0.6 KM (0.4 MI) TO A
 AW5532'CROSSROAD, TURN LEFT AND GO EASTERLY ON MARKET STREET FOR 2.3 KM
 AW5532'(1.4 MI) TO THE STATION ON THE RIGHT, NEAR THE SOUTHWEST CORNER OF
 AW5532'THE WEST ONE OF TWO BALL FIELDS.
 AW5532'
 AW5532'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5532'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20
 AW5532'FEET LONG FILLED WITH GREASE, ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5532'LOGO CAP STAMPED---HGCSD 31 1986---, THE ROD IS RECESSED 6 CM BELOW
 AW5532'THE GROUND.  LOCATED
 AW5532'52.4 METERS (172.0 FT) SOUTHEAST FROM THE CENTERLINE OF MARKET
 AW5532'STREET,
 AW5532'18.0 METERS (59.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE SOUTH
 AW5532'ONE OF TWO ENTRANCE ROADS TO THE PARK,
 AW5532'6.2 METERS (20.5 FT) NORTH FROM THE SOUTHWEST CORNER POST OF THE
 AW5532'BALL FIELD WHICH HAS BENCH MARK F 1184 IN ITS CONCRETE BASE AND
 AW5532'1.8 METERS (6.0 FT) WEST-NORTHWEST FROM THE RIGHT FIELD FENCE LINE
 AW5532'AND A CARSONITE WITNESS POST.
 AW5532'
 AW5532'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5532'
 AW5532'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5532'
 AW5532'DESCRIBED BY P.C. OSLEY.
 AW5532
 AW5532                          STATION RECOVERY (1987)
 AW5532
 AW5532'RECOVERY NOTE BY US POWER SQUADRON 1987 (MD)
 AW5532'RECOVERED IN GOOD CONDITION.
 AW5532
 AW5532                          STATION RECOVERY (1987)
 AW5532
 AW5532'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW5532'RECOVERED IN GOOD CONDITION.
 AW5532
 AW5532                          STATION RECOVERY (1987)
 AW5532
 AW5532'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW5532'RECOVERED IN GOOD CONDITION.
 AW5532
 AW5532                          STATION RECOVERY (1987)
 AW5532
 AW5532'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJS)
 AW5532'RECOVERED IN GOOD CONDITION.
 AW5532
 AW5532                          STATION RECOVERY (1988)
 AW5532
 AW5532'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW5532'RECOVERED IN GOOD CONDITION.
 AW5532
 AW5532                          STATION RECOVERY (1988)
 AW5532
 AW5532'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW5532'RECOVERED IN GOOD CONDITION.
 AW5532
 AW5532                          STATION RECOVERY (1988)
 AW5532
 AW5532'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW5532'RECOVERED IN GOOD CONDITION.
 AW5532
 AW5532                          STATION RECOVERY (1988)
 AW5532
 AW5532'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW5532'RECOVERED IN GOOD CONDITION.
 AW5532
 AW5532                          STATION RECOVERY (1988)
 AW5532
 AW5532'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW5532'RECOVERED IN GOOD CONDITION.
 AW5532
 AW5532                          STATION RECOVERY (1993)
 AW5532
 AW5532'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 AW5532'RECOVERED IN GOOD CONDITION.
 AW5532
 AW5532                          STATION RECOVERY (1994)
 AW5532
 AW5532'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5532'RECOVERED IN GOOD CONDITION.
 AW5532
 AW5532                          STATION RECOVERY (1994)
 AW5532
 AW5532'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5532'RECOVERED AS DESCRIBED.  ADD LID IS MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5534 ***********************************************************************
 AW5534  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5534  DESIGNATION -  HGCSD 32
 AW5534  PID         -  AW5534
 AW5534  STATE/COUNTY-  TX/HARRIS
 AW5534  USGS QUAD   -  HIGHLANDS (1995)
 AW5534
 AW5534                         *CURRENT SURVEY CONTROL
 AW5534  ___________________________________________________________________
 AW5534* NAD 83(1993)-  29 45 28.32972(N)    095 01 50.27657(W)     ADJUSTED  
 AW5534* NAVD 88     -         7.21   (meters)      23.7    (feet)  GPS OBS   
 AW5534  ___________________________________________________________________
 AW5534  X           -    -485,934.557 (meters)                     COMP
 AW5534  Y           -  -5,520,263.735 (meters)                     COMP
 AW5534  Z           -   3,147,091.148 (meters)                     COMP
 AW5534  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW5534  ELLIP HEIGHT-         -20.02  (meters)          (12/03/01) GPS OBS
 AW5534  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW5534  DYNAMIC HT  -           7.20  (meters)      23.6   (feet)  COMP
 AW5534  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 AW5534
 AW5534  HORZ ORDER  -  FIRST
 AW5534  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5534  ELLP ORDER  -  FOURTH    CLASS II
 AW5534
 AW5534.The horizontal coordinates were established by GPS observations
 AW5534.and adjusted by the National Geodetic Survey in December 2001..
 AW5534
 AW5534.The orthometric height was determined by GPS observations and a
 AW5534.high-resolution geoid model using precise GPS observation and
 AW5534.processing techniques. It supersedes the leveled height previously
 AW5534.determined for this station.
 AW5534.The vertical order pertains to the first NAVD 88 superseded value.
 AW5534
 AW5534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5534
 AW5534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5534
 AW5534.The ellipsoidal height was determined by GPS observations
 AW5534.and is referenced to NAD 83.
 AW5534
 AW5534.The geoid height was determined by GEOID03.
 AW5534
 AW5534.The dynamic height is computed by dividing the NAVD 88
 AW5534.geopotential number by the normal gravity value computed on the
 AW5534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5534.degrees latitude (g = 980.6199 gals.).
 AW5534
 AW5534.The modeled gravity was interpolated from observed gravity values.
 AW5534
 AW5534;                    North         East     Units Scale Factor Converg.
 AW5534;SPC TXSC     - 4,219,804.984   983,800.064   MT  0.99989040   +1 56 40.7
 AW5534;SPC TXSC     -13,844,476.85  3,227,684.04   sFT  0.99989040   +1 56 40.7
 AW5534;UTM  15      - 3,293,683.191   303,655.506   MT  1.00007568   -1 00 29.5
 AW5534
 AW5534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5534!SPC TXSC     -   1.00000314  x   0.99989040  =   0.99989354
 AW5534!UTM  15      -   1.00000314  x   1.00007568  =   1.00007882
 AW5534
 AW5534                          SUPERSEDED SURVEY CONTROL
 AW5534
 AW5534  ELLIP H (10/25/00)  -20.04   (m)                       GP(       ) 4 1
 AW5534  NAD 83(1993)-  29 45 28.32981(N)    095 01 50.27453(W) AD(       ) 1
 AW5534  ELLIP H (10/17/96)  -19.92   (m)                       GP(       ) 3 1
 AW5534  NAD 83(1993)-  29 45 28.32909(N)    095 01 50.27483(W) AD(       ) 1
 AW5534  ELLIP H (02/16/96)  -20.07   (m)                       GP(       ) 5 1
 AW5534  ELLIP H (01/21/93)  -20.25   (m)                       GP(       ) 4 2
 AW5534  NAD 83(1986)-  29 45 28.34318(N)    095 01 50.25557(W) AD(       ) 1
 AW5534  NAD 27      -  29 45 27.52889(N)    095 01 49.51189(W) AD(       ) 3
 AW5534  NAVD 88 (06/15/91)    7.153  (m)           23.47   (f) ADJUSTED    1 2
 AW5534  NGVD 29 (12/23/87)    7.151  (m)           23.46   (f) ADJUSTED    1 2
 AW5534
 AW5534.Superseded values are not recommended for survey control.
 AW5534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5534.See file dsdata.txt to determine how the superseded data were derived.
 AW5534
 AW5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0365693683(NAD 83)
 AW5534_MARKER: I = METAL ROD
 AW5534_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5534_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5534_STAMPING: HGCSD 32 1986
 AW5534_MARK LOGO: NGS   
 AW5534_PROJECTION: FLUSH
 AW5534_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5534+STABILITY: POSITION/ELEVATION WELL
 AW5534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5534+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1994
 AW5534_ROD/PIPE-DEPTH: 10.9 meters
 AW5534_SLEEVE-DEPTH  : 6.1 meters
 AW5534
 AW5534  HISTORY     - Date     Condition        Report By
 AW5534  HISTORY     - 1986     MONUMENTED       NGS
 AW5534  HISTORY     - 1987     GOOD             NGS
 AW5534  HISTORY     - 19880420 GOOD             NGS
 AW5534  HISTORY     - 19941130 GOOD             HGCSD
 AW5534
 AW5534                          STATION DESCRIPTION
 AW5534
 AW5534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5534'5.8 KM (3.6 MI) NW FROM BAYTOWN.
 AW5534'0.2 KM (0.15 MI) SOUTHWEST ALONG MARKET STREET FROM THE SUB-STATION A
 AW5534'POST OFFICE IN BAYTOWN, THENCE 4.6 KM (2.85 MI) NORTHWEST ALONG BAYWAY
 AW5534'DRIVE, THENCE 0.5 KM (0.3 MI) EAST ALONG NORTH STREET, THENCE 0.2 KM
 AW5534'(0.15 MI) NORTH ALONG WOOSTER STREET, THENCE 0.2 KM (0.15 MI) WEST
 AW5534'ALONG COBURN STREET AT THE BARNES STREET WELL (CITY OF BAYTOWN),
 AW5534'32.5 METERS (106.6 FT) SOUTH OF THE CENTER OF THE STREET, 24.1 METERS
 AW5534'(79.1 FT) NORTH OF A FENCE, 23.4 METERS (76.8 FT) SOUTH OF A FENCE,
 AW5534'3.7 METERS (12.1 FT) EAST OF A FENCE, 2.1 METERS (6.9 FT) NORTH OF THE
 AW5534'NORTHEAST CORNER OF THE NORTH 1 OF 2 CONCRETE BASE FOR A 3 BY 3-FOOT
 AW5534'METAL BUILDING.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5534'LOGO CAP.
 AW5534'THE MARK IS ABOVE LEVEL WITH STREET.
 AW5534
 AW5534                          STATION RECOVERY (1987)
 AW5534
 AW5534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5534'THE STATION IS LOCATED IN THE CITY OF BAYTOWN.
 AW5534'OWNERSHIP--BAYTOWN AREA WATER AUTHORITY, MR HERB THOMAS, PLANT
 AW5534'MANAGER, 7425 THOMPSON ROAD, BAYTOWN TX 77521, PHONE 713-426-3517.
 AW5534'
 AW5534'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AW5534'SPUR ROAD 330, ABOUT 11.3 KM (7.0 MI) NORTHWEST OF BAYTOWN, GO
 AW5534'SOUTHEAST ON SPUR 330 (DECKER DRIVE) FOR 1.8 KM (1.1 MI) TO BAYWAY
 AW5534'DRIVE ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 2.9 KM (1.8 MI) TO
 AW5534'NORTH ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON NORTH ROAD
 AW5534'FOR 0.5 KM (0.3 MI) TO WOOSTER STREET ON THE LEFT, TURN LEFT ON
 AW5534'WOOSTER STREET FOR 0.2 KM (0.15 MI) TO COBURN STREET ON THE LEFT.
 AW5534'TURN LEFT ON COBURN STREET FOR 0.2 KM (0.15 MI) TO A LOCKED GATE
 AW5534'ON THE LEFT AND STATION.
 AW5534'
 AW5534'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5534'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5534'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5534'LOGO CAP STAMPED---HGCSD 32 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5534'THE GROUND SURFACE.  LOCATED 23.3 METERS (76.4 FT) SOUTH OF THE
 AW5534'EAST-WEST FENCE, 3.7 METERS (12.2 FT) EAST OF THE NORTH-SOUTH FENCE
 AW5534'AND 2.1 METERS (6.9 FT) NORTH OF THE NORTH EDGE OF CONCRETE BASE
 AW5534'FOR METAL USGS BUILDING.
 AW5534'
 AW5534'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5534'
 AW5534'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5534'
 AW5534'DESCRIBED BY V.A. BARNUM.
 AW5534
 AW5534                          STATION RECOVERY (1988)
 AW5534
 AW5534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AW5534'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AW5534'DESCRIBED BY R.D.B.
 AW5534
 AW5534                          STATION RECOVERY (1994)
 AW5534
 AW5534'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5534'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5537 ***********************************************************************
 AW5537  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5537  DESIGNATION -  HGCSD 33
 AW5537  PID         -  AW5537
 AW5537  STATE/COUNTY-  TX/HARRIS
 AW5537  USGS QUAD   -  HIGHLANDS (1995)
 AW5537
 AW5537                         *CURRENT SURVEY CONTROL
 AW5537  ___________________________________________________________________
 AW5537* NAD 83(1993)-  29 47 04.20753(N)    095 01 06.44579(W)     ADJUSTED  
 AW5537* NAVD 88     -         8.13   (meters)      26.7    (feet)  GPS OBS   
 AW5537  ___________________________________________________________________
 AW5537  X           -    -484,633.342 (meters)                     COMP
 AW5537  Y           -  -5,518,907.394 (meters)                     COMP
 AW5537  Z           -   3,149,654.142 (meters)                     COMP
 AW5537  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW5537  ELLIP HEIGHT-         -19.12  (meters)          (12/03/01) GPS OBS
 AW5537  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW5537  DYNAMIC HT  -           8.12  (meters)      26.6   (feet)  COMP
 AW5537  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 AW5537
 AW5537  HORZ ORDER  -  FIRST
 AW5537  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5537  ELLP ORDER  -  FOURTH    CLASS II
 AW5537
 AW5537.The horizontal coordinates were established by GPS observations
 AW5537.and adjusted by the National Geodetic Survey in December 2001..
 AW5537
 AW5537.The orthometric height was determined by GPS observations and a
 AW5537.high-resolution geoid model using precise GPS observation and
 AW5537.processing techniques. It supersedes the leveled height previously
 AW5537.determined for this station.
 AW5537.The vertical order pertains to the first NAVD 88 superseded value.
 AW5537
 AW5537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5537
 AW5537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5537
 AW5537.The ellipsoidal height was determined by GPS observations
 AW5537.and is referenced to NAD 83.
 AW5537
 AW5537.The geoid height was determined by GEOID03.
 AW5537
 AW5537.The dynamic height is computed by dividing the NAVD 88
 AW5537.geopotential number by the normal gravity value computed on the
 AW5537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5537.degrees latitude (g = 980.6199 gals.).
 AW5537
 AW5537.The modeled gravity was interpolated from observed gravity values.
 AW5537
 AW5537;                    North         East     Units Scale Factor Converg.
 AW5537;SPC TXSC     - 4,222,795.173   984,876.361   MT  0.99989393   +1 57 02.2
 AW5537;SPC TXSC     -13,854,287.16  3,231,215.19   sFT  0.99989393   +1 57 02.2
 AW5537;UTM  15      - 3,296,614.486   304,884.651   MT  1.00006974   -1 00 10.7
 AW5537
 AW5537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5537!SPC TXSC     -   1.00000300  x   0.99989393  =   0.99989693
 AW5537!UTM  15      -   1.00000300  x   1.00006974  =   1.00007274
 AW5537
 AW5537                          SUPERSEDED SURVEY CONTROL
 AW5537
 AW5537  ELLIP H (10/25/00)  -19.14   (m)                       GP(       ) 4 1
 AW5537  NAD 83(1993)-  29 47 04.20819(N)    095 01 06.44499(W) AD(       ) 1
 AW5537  ELLIP H (10/17/96)  -19.02   (m)                       GP(       ) 3 1
 AW5537  NAD 83(1993)-  29 47 04.20767(N)    095 01 06.44579(W) AD(       ) 1
 AW5537  ELLIP H (02/16/96)  -19.10   (m)                       GP(       ) 5 1
 AW5537  ELLIP H (01/21/93)  -19.16   (m)                       GP(       ) 4 2
 AW5537  NAD 83(1986)-  29 47 04.22148(N)    095 01 06.42634(W) AD(       ) 1
 AW5537  NAVD 88 (06/15/91)    8.101  (m)           26.58   (f) ADJUSTED    1 2
 AW5537  NGVD 29 (12/23/87)    8.099  (m)           26.57   (f) ADJUSTED    1 2
 AW5537
 AW5537.Superseded values are not recommended for survey control.
 AW5537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5537.See file dsdata.txt to determine how the superseded data were derived.
 AW5537
 AW5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0488596614(NAD 83)
 AW5537_MARKER: I = METAL ROD
 AW5537_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5537_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5537_STAMPING: HGCSD 33 1986
 AW5537_MARK LOGO: NGS   
 AW5537_PROJECTION: FLUSH
 AW5537_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5537+STABILITY: POSITION/ELEVATION WELL
 AW5537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5537+SATELLITE: SATELLITE OBSERVATIONS - November 30, 1994
 AW5537_ROD/PIPE-DEPTH: 12.2 meters
 AW5537_SLEEVE-DEPTH  : 6.1 meters
 AW5537
 AW5537  HISTORY     - Date     Condition        Report By
 AW5537  HISTORY     - 1986     MONUMENTED       NGS
 AW5537  HISTORY     - 1987     GOOD             NGS
 AW5537  HISTORY     - 19930319 GOOD             NOS
 AW5537  HISTORY     - 19940911 GOOD             USPSQD
 AW5537  HISTORY     - 19941130 GOOD             HGCSD
 AW5537
 AW5537                          STATION DESCRIPTION
 AW5537
 AW5537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5537'6.9 KM (4.3 MI) SE FROM HIGHLANDS.
 AW5537'3.1 KM (1.9 MI) SOUTH ALONG CROSBY-LYNCHBURG ROAD FROM THE POST OFFICE
 AW5537'IN HIGHLANDS, THENCE 1.6 KM (1.0 MI) EAST ALONG MARKET STREET, THENCE
 AW5537'2.3 KM (1.4 MI) EAST ALONG LYNCHBURG-CEDAR BAYOU ROAD TO THE MARK ON
 AW5537'THE RIGHT, 30.78 METERS (101.0 FT) SOUTH OF THE CENTERLINE OF THE
 AW5537'ROAD, 12.50 METERS (41.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AW5537'JOINER INC. BUILDING, 3.66 METERS (12.0 FT) NORTH OF THE NORTH EDGE OF
 AW5537'AN EAST-WEST SIDEWALK ON THE NORTH SIDE OF THE BUILDING, 1.13 METERS
 AW5537'(3.7 FT) EAST OF THE EAST CURB OF THE PARKING LOT.  NOTE--ACCESS TO
 AW5537'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5537'THE MARK IS ABOVE LEVEL WITH ROAD.
 AW5537
 AW5537                          STATION RECOVERY (1987)
 AW5537
 AW5537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5537'THE STATION IS LOCATED ABOUT 33.8 KM (21.0 MI)
 AW5537'EAST OF HOUSTON, 11.3 KM (7.0 MI) SOUTH-SOUTHEAST OF BARRETT, 6.4
 AW5537'KM (4.0 MI) WEST OF BAYTOWN AND ON THE PROPERTY OF JOINER, INC.
 AW5537'OWNERSHIP--C A JOINER, 4700 CEDAR BAYOU-LYNCHBURG ROAD, BAYTOWN
 AW5537'TX 77520, PHONE 713-424-5585.
 AW5537'
 AW5537'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AW5537'WADE ROAD WHICH IS ABOUT 33.8 KM (21.0 MI) EAST OF HOUSTON, GO
 AW5537'SOUTH ON WADE ROAD FOR 1.6 KM (1.0 MI) TO A CROSSROAD.  TURN RIGHT
 AW5537'AND GO WEST ON CEDAR BAYOU-LYNCHBURG ROAD FOR 0.2 KM (0.1 MI) TO
 AW5537'THE STATION ON THE LEFT SIDE OF THE FRONT LAWN.
 AW5537'
 AW5537'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5537'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5537'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5537'LOGO CAP STAMPED---HGCSD 33 1986---, THE ROD IS RECESSED 3 CM BELOW
 AW5537'GROUND SURFACE.  LOCATED 31.1 METERS (102.0 FT) SOUTH OF THE
 AW5537'CENTERLINE OF THE ROAD, 12.5 METERS (41.0 FT) NORTHWEST OF THE
 AW5537'NORTHWEST CORNER OF THE JOINER, INC. BUILDING, 6.4 METERS (21.1 FT)
 AW5537'NORTH OF AN EAST-WEST SIDEWALK AND 1.1 METERS (3.6 FT) EAST OF THE
 AW5537'EAST CURB OF THE PARKING LOT.
 AW5537'
 AW5537'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5537'
 AW5537'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5537'
 AW5537'DESCRIBED BY P.C. OSLEY.
 AW5537
 AW5537                          STATION RECOVERY (1993)
 AW5537
 AW5537'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 AW5537'RECOVERED IN GOOD CONDITION.
 AW5537
 AW5537                          STATION RECOVERY (1994)
 AW5537
 AW5537'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5537'RECOVERED IN GOOD CONDITION.
 AW5537
 AW5537                          STATION RECOVERY (1994)
 AW5537
 AW5537'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5537'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6400 ***********************************************************************
 AJ6400  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6400  DESIGNATION -  HGCSD 34 RESET
 AJ6400  PID         -  AJ6400
 AJ6400  STATE/COUNTY-  TX/GALVESTON
 AJ6400  USGS QUAD   -  MORGANS POINT (1993)
 AJ6400
 AJ6400                         *CURRENT SURVEY CONTROL
 AJ6400  ___________________________________________________________________
 AJ6400* NAD 83(1993)-  29 44 54.80977(N)    094 56 44.90506(W)     ADJUSTED  
 AJ6400* NAVD 88     -         9.89   (meters)      32.4    (feet)  GPS OBS   
 AJ6400  ___________________________________________________________________
 AJ6400  X           -    -477,805.732 (meters)                     COMP
 AJ6400  Y           -  -5,521,489.726 (meters)                     COMP
 AJ6400  Z           -   3,146,196.430 (meters)                     COMP
 AJ6400  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AJ6400  ELLIP HEIGHT-         -17.33  (meters)          (12/03/01) GPS OBS
 AJ6400  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AJ6400
 AJ6400  HORZ ORDER  -  FIRST
 AJ6400  ELLP ORDER  -  FOURTH    CLASS II
 AJ6400
 AJ6400.The horizontal coordinates were established by GPS observations
 AJ6400.and adjusted by the National Geodetic Survey in December 2001..
 AJ6400
 AJ6400.The orthometric height was determined by GPS observations and a
 AJ6400.high-resolution geoid model using precise GPS observation and
 AJ6400.processing techniques.
 AJ6400
 AJ6400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6400
 AJ6400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6400
 AJ6400.The ellipsoidal height was determined by GPS observations
 AJ6400.and is referenced to NAD 83.
 AJ6400
 AJ6400.The geoid height was determined by GEOID03.
 AJ6400
 AJ6400;                    North         East     Units Scale Factor Converg.
 AJ6400;SPC TXSC     - 4,219,054.945   992,034.391   MT  0.99988921   +1 59 10.3
 AJ6400;SPC TXSC     -13,842,016.10  3,254,699.50   sFT  0.99988921   +1 59 10.3
 AJ6400;UTM  15      - 3,292,509.831   311,841.633   MT  1.00003684   -0 57 56.8
 AJ6400
 AJ6400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6400!SPC TXSC     -   1.00000272  x   0.99988921  =   0.99989193
 AJ6400!UTM  15      -   1.00000272  x   1.00003684  =   1.00003956
 AJ6400
 AJ6400                          SUPERSEDED SURVEY CONTROL
 AJ6400
 AJ6400.No superseded survey control is available for this station.
 AJ6400
 AJ6400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1184292510(NAD 83)
 AJ6400_MARKER: I = METAL ROD
 AJ6400_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6400_STAMPING: HGCSD 34 RESET 2000
 AJ6400_MARK LOGO: HGCSD 
 AJ6400_PROJECTION: RECESSED 6 CENTIMETERS
 AJ6400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6400+STABILITY: POSITION/ELEVATION WELL
 AJ6400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6400+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 AJ6400_ROD/PIPE-DEPTH: 34   meters
 AJ6400_SLEEVE-DEPTH  : 3 meters
 AJ6400
 AJ6400  HISTORY     - Date     Condition        Report By
 AJ6400  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6400  HISTORY     - 20050228 GOOD             USPSQD
 AJ6400
 AJ6400                          STATION DESCRIPTION
 AJ6400
 AJ6400'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6400'THE STATION IS LOCATED ABOUT 38.7 KM (24.05 MI) EAST FROM HOUSTON AND
 AJ6400'IN THE CITY PROPER OF BAYTOWN.  OWNERSHIP--BAYCOAST MEDICAL CENTER. TO
 AJ6400'REACH THE STATION FROM THE JUNCTION OF HIGHWAY 146 AND HIGHWAY 201 BY
 AJ6400'THE BAYTOWN BRIDGE.  PROCEED EAST ON OLD HIGHWAY 146 TILL YOU GET TO
 AJ6400'THE BAYCOAST MEDICAL CENTER ON YOUR RIGHT.  FROM THE MOST NORTHERLY
 AJ6400'ENTRANCE 206 FT (62.8 M) EAST SOUTH EAST OF THE CENTER OF THE DRIVE.
 AJ6400'THE STATION IS 8FT SOUTH OF A CURB,9FT WEST OF A CURB,8FT EAST OF A
 AJ6400'CURB,AND 12FT NORTH NORTH WEST OF A LIGHT POLE WITH AN E ON IT.  THE
 AJ6400'STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 AJ6400'INTO THE GROUND AND INSIDE A 1 INCH PVC PIPE THAT IS 1FT LONG FILLED
 AJ6400'WITH GREASE THAT IS INCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 AJ6400'STAMPED--HGCSD 34 RESET 2000
 AJ6400
 AJ6400                          STATION RECOVERY (2005)
 AJ6400
 AJ6400'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AJ6400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5405 ***********************************************************************
 AW5405  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5405  DESIGNATION -  HGCSD 35
 AW5405  PID         -  AW5405
 AW5405  STATE/COUNTY-  TX/HARRIS
 AW5405  USGS QUAD   -  CLODINE (1995)
 AW5405
 AW5405                         *CURRENT SURVEY CONTROL
 AW5405  ___________________________________________________________________
 AW5405* NAD 83(1993)-  29 42 35.44196(N)    095 39 06.16909(W)     ADJUSTED  
 AW5405* NAVD 88     -        25.00   (meters)      82.0    (feet)  GPS OBS   
 AW5405  ___________________________________________________________________
 AW5405  X           -    -546,005.541 (meters)                     COMP
 AW5405  Y           -  -5,517,314.725 (meters)                     COMP
 AW5405  Z           -   3,142,477.407 (meters)                     COMP
 AW5405  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW5405  ELLIP HEIGHT-          -2.34  (meters)          (10/25/00) GPS OBS
 AW5405  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW5405  DYNAMIC HT  -          24.96  (meters)      81.9   (feet)  COMP
 AW5405  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 AW5405
 AW5405  HORZ ORDER  -  FIRST
 AW5405  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5405  ELLP ORDER  -  FOURTH    CLASS I
 AW5405
 AW5405.The horizontal coordinates were established by GPS observations
 AW5405.and adjusted by the National Geodetic Survey in October 1996..
 AW5405
 AW5405.The orthometric height was determined by GPS observations and a
 AW5405.high-resolution geoid model using precise GPS observation and
 AW5405.processing techniques. It supersedes the leveled height previously
 AW5405.determined for this station.
 AW5405.WARNING-GPS observations at this control monument resulted in a GPS
 AW5405.derived orthometric height which differed from the leveled height by
 AW5405.more than one decimeter (0.1 meter).
 AW5405.The vertical order pertains to the first NAVD 88 superseded value.
 AW5405
 AW5405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5405
 AW5405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5405
 AW5405.The ellipsoidal height was determined by GPS observations
 AW5405.and is referenced to NAD 83.
 AW5405
 AW5405.The geoid height was determined by GEOID03.
 AW5405
 AW5405.The dynamic height is computed by dividing the NAVD 88
 AW5405.geopotential number by the normal gravity value computed on the
 AW5405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5405.degrees latitude (g = 980.6199 gals.).
 AW5405
 AW5405.The modeled gravity was interpolated from observed gravity values.
 AW5405
 AW5405;                    North         East     Units Scale Factor Converg.
 AW5405;SPC TXSC     - 4,212,605.554   923,917.720   MT  0.99988458   +1 38 25.3
 AW5405;SPC TXSC     -13,820,856.72  3,031,220.05   sFT  0.99988458   +1 38 25.3
 AW5405;UTM  15      - 3,289,578.026   243,460.704   MT  1.00041210   -1 18 53.7
 AW5405
 AW5405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5405!SPC TXSC     -   1.00000037  x   0.99988458  =   0.99988495
 AW5405!UTM  15      -   1.00000037  x   1.00041210  =   1.00041247
 AW5405
 AW5405                          SUPERSEDED SURVEY CONTROL
 AW5405
 AW5405  ELLIP H (10/17/96)   -2.23   (m)                       GP(       ) 3 1
 AW5405  NAD 83(1993)-  29 42 35.44012(N)    095 39 06.17033(W) AD(       ) 1
 AW5405  ELLIP H (02/16/96)   -2.37   (m)                       GP(       ) 5 1
 AW5405  ELLIP H (01/21/93)   -2.29   (m)                       GP(       ) 4 2
 AW5405  NAD 83(1986)-  29 42 35.45293(N)    095 39 06.15152(W) AD(       ) 1
 AW5405  NAVD 88 (06/15/91)   25.114  (m)           82.39   (f) ADJUSTED    1 2
 AW5405  NGVD 29 (12/23/87)   25.107  (m)           82.37   (f) ADJUSTED    1 2
 AW5405
 AW5405.Superseded values are not recommended for survey control.
 AW5405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5405.See file dsdata.txt to determine how the superseded data were derived.
 AW5405
 AW5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4346189578(NAD 83)
 AW5405_MARKER: I = METAL ROD
 AW5405_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5405_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5405_STAMPING: HGCSD 35 1987
 AW5405_MARK LOGO: NGS   
 AW5405_PROJECTION: FLUSH
 AW5405_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5405+STABILITY: POSITION/ELEVATION WELL
 AW5405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5405+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1994
 AW5405_ROD/PIPE-DEPTH: 12.2 meters
 AW5405_SLEEVE-DEPTH  : 6.1 meters
 AW5405
 AW5405  HISTORY     - Date     Condition        Report By
 AW5405  HISTORY     - 1987     MONUMENTED       NGS
 AW5405  HISTORY     - 1987     GOOD             NGS
 AW5405  HISTORY     - 19921024 GOOD             NOS
 AW5405  HISTORY     - 19941201 GOOD             HGCSD
 AW5405  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 AW5405
 AW5405                          STATION DESCRIPTION
 AW5405
 AW5405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5405'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI)
 AW5405'WEST-SOUTHWEST OF HOUSTON, 9.7 KM (6.0 MI) NORTH-NORTHWEST OF
 AW5405'SUGARLAND, 4.0 KM (2.5 MI) EAST OF CLODINE AND AT THE CHELFORD CITY
 AW5405'REGIONAL WATER WASTE TREATMENT FACILITY.
 AW5405'OWNERSHIP--CHELFORD CITY REGIONAL WATER WASTE TREATMENT FACILITY,
 AW5405'15027 ALIEF-CLODINE ROAD, HOUSTON TX 77082.
 AW5405'
 AW5405'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND
 AW5405'ALIEF-CLODINE ROAD WHICH IS ABOUT 4.8 KM (3.0 MI) EAST OF CLODINE,
 AW5405'GO WEST ON ALIEF-CLODINE ROAD FOR 0.8 KM (0.5 MI) TO THE CHELFORD
 AW5405'CITY REGIONAL WATER WASTE TREATMENT FACILITY AND THE MARK ON THE
 AW5405'LEFT NEAR THE NORTHWEST CORNER OF THE CHAINLINK FENCE AROUND THE
 AW5405'FACILITY.
 AW5405'
 AW5405'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5405'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5405'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5405'LOGO CAP STAMPED---HGCSD 35 1987---, THE ROD IS RECESSED 8 CM BELOW
 AW5405'THE GROUND SURFACE.  LOCATED 30.5 METERS (100.0 FT) SOUTH OF THE
 AW5405'CENTERLINE OF THE ROAD, 12.5 METERS (41.0 FT) WEST OF THE CONCRETE
 AW5405'DRIVEWAY TO THE FACILITY, 4.6 METERS (15.1 FT) SOUTH-SOUTHWEST OF
 AW5405'THE NORTHWEST CORNER OF THE FENCE AND 1.3 METERS (4.4 FT) WEST OF
 AW5405'THE WEST FENCELINE AND A CARSONITE WITNESS POST.
 AW5405'
 AW5405'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5405'
 AW5405'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5405'
 AW5405'DESCRIBED BY P.C. OSLEY.
 AW5405
 AW5405                          STATION RECOVERY (1987)
 AW5405
 AW5405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5405'3.8 KM (2.35 MI) EAST FROM CLODINE.
 AW5405'3.8 KM (2.4 MI) EAST ALONG ALIEF-CLODINE ROAD FROM THE JUNCTION OF FM
 AW5405'ROAD 1464 IN CLODINE, AT THE ENTRANCE ROAD SOUTH TO THE CHELFORD CITY
 AW5405'REGIONAL WASTE WATER TREATMENT FACILITY (15027 ALIEF-CLODINE ROAD),
 AW5405'0.8 KM (0.5 MI) WEST OF THE JUNCTION OF STATE HIGHWAY 6, 30.6 METERS
 AW5405'(100.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 12.3 METERS (40.5 FT)
 AW5405'WEST OF THE CENTER OF THE ENTRANCE ROAD, 4.5 METERS (14.9 FT)
 AW5405'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE,
 AW5405'1.4 METERS (4.5 FT) WEST OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS
 AW5405'HAD THROUGH A 5-INCH LOGO CAP.
 AW5405'THE MARK IS 1.35 METERS  W FROM  A WITNESS POST
 AW5405'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 AW5405
 AW5405                          STATION RECOVERY (1992)
 AW5405
 AW5405'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW5405'THE STATION WAS RECOVERED IN GOOD CONDITION. THE PREVIOUS DESCRIPTION
 AW5405'IS ADEQUATE WITH THE FOLLOWING ADDITIONS,
 AW5405'57.4 M (188.3 FT) SOUTH OF THE SOUTH RAIL OF A SINGLE SET OF TRACKS OF
 AW5405'THE SOUTHERN PACIFIC COMPANY RAILROAD.
 AW5405
 AW5405                          STATION RECOVERY (1994)
 AW5405
 AW5405'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5405'RECOVERED AS DESCRIBED.
 AW5405
 AW5405                          STATION RECOVERY (2003)
 AW5405
 AW5405'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW5405'RESET AS PER AJ6410 HGCSD35 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6410 ***********************************************************************
 AJ6410  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6410  DESIGNATION -  HGCSD 35 RESET
 AJ6410  PID         -  AJ6410
 AJ6410  STATE/COUNTY-  TX/HARRIS
 AJ6410  USGS QUAD   -  CLODINE (1995)
 AJ6410
 AJ6410                         *CURRENT SURVEY CONTROL
 AJ6410  ___________________________________________________________________
 AJ6410* NAD 83(1993)-  29 42 35.46780(N)    095 39 06.16768(W)     ADJUSTED  
 AJ6410* NAVD 88     -        24.73   (meters)      81.1    (feet)  GPS OBS   
 AJ6410  ___________________________________________________________________
 AJ6410  X           -    -546,005.440 (meters)                     COMP
 AJ6410  Y           -  -5,517,314.094 (meters)                     COMP
 AJ6410  Z           -   3,142,477.960 (meters)                     COMP
 AJ6410  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AJ6410  ELLIP HEIGHT-          -2.62  (meters)          (12/03/01) GPS OBS
 AJ6410  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AJ6410
 AJ6410  HORZ ORDER  -  FIRST
 AJ6410  ELLP ORDER  -  FOURTH    CLASS II
 AJ6410
 AJ6410.The horizontal coordinates were established by GPS observations
 AJ6410.and adjusted by the National Geodetic Survey in December 2001..
 AJ6410
 AJ6410.The orthometric height was determined by GPS observations and a
 AJ6410.high-resolution geoid model using precise GPS observation and
 AJ6410.processing techniques.
 AJ6410
 AJ6410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6410
 AJ6410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6410
 AJ6410.The ellipsoidal height was determined by GPS observations
 AJ6410.and is referenced to NAD 83.
 AJ6410
 AJ6410.The geoid height was determined by GEOID03.
 AJ6410
 AJ6410;                    North         East     Units Scale Factor Converg.
 AJ6410;SPC TXSC     - 4,212,606.350   923,917.735   MT  0.99988458   +1 38 25.3
 AJ6410;SPC TXSC     -13,820,859.33  3,031,220.10   sFT  0.99988458   +1 38 25.3
 AJ6410;UTM  15      - 3,289,578.820   243,460.760   MT  1.00041210   -1 18 53.7
 AJ6410
 AJ6410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6410!SPC TXSC     -   1.00000041  x   0.99988458  =   0.99988499
 AJ6410!UTM  15      -   1.00000041  x   1.00041210  =   1.00041251
 AJ6410
 AJ6410                          SUPERSEDED SURVEY CONTROL
 AJ6410
 AJ6410.No superseded survey control is available for this station.
 AJ6410
 AJ6410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4346189579(NAD 83)
 AJ6410_MARKER: I = METAL ROD
 AJ6410_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6410_STAMPING: HGCSD 35 RESET 2000
 AJ6410_MARK LOGO: HGCSD 
 AJ6410_PROJECTION: RECESSED 6 CENTIMETERS
 AJ6410_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6410+STABILITY: POSITION/ELEVATION WELL
 AJ6410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6410+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 AJ6410_ROD/PIPE-DEPTH: 9.7  meters
 AJ6410_SLEEVE-DEPTH  : 3.0 meters
 AJ6410
 AJ6410  HISTORY     - Date     Condition        Report By
 AJ6410  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6410  HISTORY     - 20031128 GOOD             USPSQD
 AJ6410
 AJ6410                          STATION DESCRIPTION
 AJ6410
 AJ6410'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6410'THE STATION IS LOCATED ABOUT 6.8 MILES (10.9 KM) NORTH OF SUGARLAND,
 AJ6410'11.3 MILES (18.2 KM) SOUTH EAST OF KATY, 18.3 MILES (29.5 KM) WEST
 AJ6410'SOUTHWEST OF HOUSTON.  OWNERSHIP--CHELFORD CITY REGIONAL WASTE WATER
 AJ6410'TREATMENT PLANT.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AJ6410'HIGHWAY 6 AND ALIEF-CLODINE WHICH IS ABOUT 2.6 MILES (4.2 KM) EAST OF
 AJ6410'CLODINE, GO WEST ON ALIEF-CLODINE RD FOR .5 MILE (0.8 KM) TO THE
 AJ6410'CHELFORD CITY REGIONALWASTE WATER TREATMENT FACILITY AND THE MARK ON
 AJ6410'THE LEFT NEAR THE NORTHWEST CORNER OF THE CHAINLINK FENCE AROUND THE
 AJ6410'FACILITY.  THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 AJ6410'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 10 FT
 AJ6410'(3.0 M) LONG FILLED WITH GREASE THAT IS INCASED IN A 5-INCH PVC PIPE
 AJ6410'WITH A LOGO CAP STAMPED---HGCSD 35 RESET 2000---.  THE STATION IS 95
 AJ6410'FT (29.0 M) SOUTH OF THE CENTERLINE OF THE ROAD, 4.5 FEET (1.4 M) WEST
 AJ6410'OF THE WEST FENCELINE, 4O.5 FEET WEST OF THE CENTER OF THE ENTRANCE
 AJ6410'RD.
 AJ6410
 AJ6410                          STATION RECOVERY (2003)
 AJ6410
 AJ6410'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AJ6410'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5428 ***********************************************************************
 AW5428  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5428  DESIGNATION -  HGCSD 36
 AW5428  PID         -  AW5428
 AW5428  STATE/COUNTY-  TX/HARRIS
 AW5428  USGS QUAD   -  ALIEF (1995)
 AW5428
 AW5428                         *CURRENT SURVEY CONTROL
 AW5428  ___________________________________________________________________
 AW5428* NAD 83(1993)-  29 42 48.21136(N)    095 35 50.23191(W)     ADJUSTED  
 AW5428* NAVD 88     -        22.84   (meters)      74.9    (feet)  GPS OBS   
 AW5428  ___________________________________________________________________
 AW5428  X           -    -540,745.042 (meters)                     COMP
 AW5428  Y           -  -5,517,635.098 (meters)                     COMP
 AW5428  Z           -   3,142,817.833 (meters)                     COMP
 AW5428  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AW5428  ELLIP HEIGHT-          -4.49  (meters)          (12/03/01) GPS OBS
 AW5428  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW5428  DYNAMIC HT  -          22.81  (meters)      74.8   (feet)  COMP
 AW5428  MODELED GRAV-     979,276.3   (mgal)                       NAVD 88
 AW5428
 AW5428  HORZ ORDER  -  FIRST
 AW5428  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5428  ELLP ORDER  -  FOURTH    CLASS II
 AW5428
 AW5428.The horizontal coordinates were established by GPS observations
 AW5428.and adjusted by the National Geodetic Survey in December 2001..
 AW5428
 AW5428.The orthometric height was determined by GPS observations and a
 AW5428.high-resolution geoid model using precise GPS observation and
 AW5428.processing techniques. It supersedes the leveled height previously
 AW5428.determined for this station.
 AW5428.WARNING-GPS observations at this control monument resulted in a GPS
 AW5428.derived orthometric height which differed from the leveled height by
 AW5428.more than one decimeter (0.1 meter).
 AW5428.The vertical order pertains to the first NAVD 88 superseded value.
 AW5428
 AW5428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5428
 AW5428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5428
 AW5428.The ellipsoidal height was determined by GPS observations
 AW5428.and is referenced to NAD 83.
 AW5428
 AW5428.The geoid height was determined by GEOID03.
 AW5428
 AW5428.The dynamic height is computed by dividing the NAVD 88
 AW5428.geopotential number by the normal gravity value computed on the
 AW5428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5428.degrees latitude (g = 980.6199 gals.).
 AW5428
 AW5428.The modeled gravity was interpolated from observed gravity values.
 AW5428
 AW5428;                    North         East     Units Scale Factor Converg.
 AW5428;SPC TXSC     - 4,213,150.495   929,170.150   MT  0.99988498   +1 40 01.3
 AW5428;SPC TXSC     -13,822,644.58  3,048,452.40   sFT  0.99988498   +1 40 01.3
 AW5428;UTM  15      - 3,289,851.593   248,736.937   MT  1.00037903   -1 17 17.0
 AW5428
 AW5428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5428!SPC TXSC     -   1.00000071  x   0.99988498  =   0.99988569
 AW5428!UTM  15      -   1.00000071  x   1.00037903  =   1.00037974
 AW5428
 AW5428:                Primary Azimuth Mark                     Grid Az
 AW5428:SPC TXSC     -  Q 1279                                   277 22 02.3
 AW5428:UTM  15      -  Q 1279                                   280 19 20.6
 AW5428
 AW5428|---------------------------------------------------------------------|
 AW5428| PID    Reference Object                     Distance      Geod. Az  |
 AW5428|                                                           dddmmss.s |
 AW5428| AW2263 Q 1279                              482.826 METERS 2790203.6 |
 AW5428|---------------------------------------------------------------------|
 AW5428
 AW5428                          SUPERSEDED SURVEY CONTROL
 AW5428
 AW5428  ELLIP H (10/25/00)   -4.34   (m)                       GP(       ) 4 1
 AW5428  NAD 83(1993)-  29 42 48.21166(N)    095 35 50.23078(W) AD(       ) 1
 AW5428  ELLIP H (10/17/96)   -4.23   (m)                       GP(       ) 3 1
 AW5428  NAD 83(1993)-  29 42 48.21186(N)    095 35 50.22932(W) AD(       ) 1
 AW5428  ELLIP H (02/16/96)   -4.18   (m)                       GP(       ) 5 1
 AW5428  NAD 83(1986)-  29 42 48.22566(N)    095 35 50.21050(W) AD(       ) 1
 AW5428  NAVD 88 (06/15/91)   23.234  (m)           76.23   (f) ADJUSTED    1 2
 AW5428  NGVD 29 (12/23/87)   23.228  (m)           76.21   (f) ADJUSTED    1 2
 AW5428
 AW5428.Superseded values are not recommended for survey control.
 AW5428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5428.See file dsdata.txt to determine how the superseded data were derived.
 AW5428
 AW5428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4873789852(NAD 83)
 AW5428_MARKER: I = METAL ROD
 AW5428_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5428_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5428_STAMPING: HGCSD 36 1986
 AW5428_MARK LOGO: NGS   
 AW5428_PROJECTION: FLUSH
 AW5428_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5428+STABILITY: POSITION/ELEVATION WELL
 AW5428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5428+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1994
 AW5428_ROD/PIPE-DEPTH: 12.2 meters
 AW5428_SLEEVE-DEPTH  : 6.1 meters
 AW5428
 AW5428  HISTORY     - Date     Condition        Report By
 AW5428  HISTORY     - 1986     MONUMENTED       NGS
 AW5428  HISTORY     - 1987     GOOD             NGS
 AW5428  HISTORY     - 19941201 GOOD             HGCSD
 AW5428  HISTORY     - 19960705 GOOD             USPSQD
 AW5428  HISTORY     - 20031128 POOR             USPSQD
 AW5428  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW5428
 AW5428                          STATION DESCRIPTION
 AW5428
 AW5428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5428'0.6 KM (0.4 MI) SW FROM ALIEF.
 AW5428'0.40 KM (0.25 MI) WEST ALONG ALIEF-CLODINE ROAD FROM THE T-JUNCTION OF
 AW5428'OLD WESTHEIMER ROAD IN ALIEF, THENCE 0.16 KM (0.10 MI) SOUTH ALONG
 AW5428'COOK ROAD TO A GATE AND A STADIUM ON THE RIGHT (WEST), 13.9 METERS
 AW5428'(45.6 FT) NORTHWEST OF THE NORTHERNMOST LIGHT POST OF A ROW OF LIGHTS
 AW5428'LEADING TO THE EAST TICKET GATE, 8.4 METERS (27.7 FT) NORTHEAST OF A
 AW5428'FENCE , IN LINE WITH THE SOUTHEAST FENCE AROUND THE STADIUM, 3.2
 AW5428'METERS (10.6 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK ON THE
 AW5428'NORTHEAST SIDE OF THE STADIUM.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5428'THROUGH A 5-INCH LOGO CAP.
 AW5428'THE MARK IS ABOVE LEVEL WITH A PARKING LOT.
 AW5428
 AW5428                          STATION RECOVERY (1987)
 AW5428
 AW5428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5428'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI)
 AW5428'WEST-SOUTHWEST OF HOUSTON, 9.7 KM (6.0 MI) NORTH OF SUGARLAND AND
 AW5428'8.0 KM (5.0 MI) EAST OF CLODINE.
 AW5428'OWNERSHIP--CLODINE INDEPENDENT SCHOOL DISTRICT, CURLEY LEVERETT,
 AW5428'PO BOX 68, ALIEF TX 77411, PHONE 713-498-8110 EXTENSION 3320.
 AW5428'
 AW5428'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND
 AW5428'ALIEF-CLODINE ROAD WHICH IS ABOUT 4.8 KM (3.0 MI) EAST OF CLODINE,
 AW5428'GO EAST ON ALIEF-CLODINE ROAD FOR 4.5 KM (2.8 MI) TO A SIDE ROAD
 AW5428'RIGHT.  TURN RIGHT AND GO SOUTH ON COOK ROAD FOR 0.2 KM (0.1 MI) TO
 AW5428'A GATE ON THE RIGHT.  TURN RIGHT AND GO WEST ACROSS THE PARKING LOT
 AW5428'FOR ABOUT 122 METERS (400 FT) TO THE NORTHEAST CORNER OF A FENCE
 AW5428'AROUND A STADIUM AND THE STATION.
 AW5428'
 AW5428'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5428'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5428'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5428'LOGO CAP STAMPED---HGCSD 36 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5428'THE GROUND SURFACE.  LOCATED 13.9 METERS (45.6 FT) WEST OF THE
 AW5428'NORTH ONE OF 8 LIGHTS IN A ROW LEADING FROM THE EAST GATE TO THE
 AW5428'STADIUM, 6.1 METERS (20.0 FT) NORTHEAST OF THE NORTHWEST-SOUTHEAST
 AW5428'ANGLE OF THE FENCE CORNER AND 3.1 METERS (10.3 FT) SOUTH OF THE
 AW5428'SOUTH EDGE OF AN EAST-WEST SIDEWALK.
 AW5428'
 AW5428'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5428'
 AW5428'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5428'
 AW5428'DESCRIBED BY P.C. OSLEY.
 AW5428
 AW5428                          STATION RECOVERY (1994)
 AW5428
 AW5428'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5428'RECOVERED AS DESCRIBED.
 AW5428
 AW5428                          STATION RECOVERY (1996)
 AW5428
 AW5428'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5428'RECOVERED IN GOOD CONDITION.
 AW5428
 AW5428                          STATION RECOVERY (2003)
 AW5428
 AW5428'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW5428'LOGO CAP IS MISSING. MARK IS NW OF 3RD LIGHT POLE, W OF NORTHERNMOST
 AW5428'LIGHT POLE.
 AW5428
 AW5428                          STATION RECOVERY (2004)
 AW5428
 AW5428'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5431 ***********************************************************************
 AW5431  DESIGNATION -  HGCSD 37
 AW5431  PID         -  AW5431
 AW5431  STATE/COUNTY-  TX/HARRIS
 AW5431  USGS QUAD   -  BELLAIRE (1995)
 AW5431
 AW5431                         *CURRENT SURVEY CONTROL
 AW5431  ___________________________________________________________________
 AW5431* NAD 83(1993)-  29 43 41.15930(N)    095 27 03.84667(W)     ADJUSTED  
 AW5431* NAVD 88     -        16.811  (meters)      55.15   (feet)  ADJUSTED  
 AW5431  ___________________________________________________________________
 AW5431  X           -    -526,585.083 (meters)                     COMP
 AW5431  Y           -  -5,518,187.312 (meters)                     COMP
 AW5431  Z           -   3,144,230.718 (meters)                     COMP
 AW5431  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW5431  ELLIP HEIGHT-         -10.48  (meters)          (12/03/01) GPS OBS
 AW5431  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW5431  DYNAMIC HT  -          16.788 (meters)      55.08  (feet)  COMP
 AW5431  MODELED GRAV-     979,281.1   (mgal)                       NAVD 88
 AW5431
 AW5431  HORZ ORDER  -  FIRST
 AW5431  VERT ORDER  -  FIRST     CLASS II
 AW5431  ELLP ORDER  -  FOURTH    CLASS II
 AW5431
 AW5431.The horizontal coordinates were established by GPS observations
 AW5431.and adjusted by the National Geodetic Survey in December 2001..
 AW5431
 AW5431.The orthometric height was determined by differential leveling
 AW5431.and adjusted by the National Geodetic Survey in July 2002..
 AW5431
 AW5431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5431
 AW5431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5431
 AW5431.The ellipsoidal height was determined by GPS observations
 AW5431.and is referenced to NAD 83.
 AW5431
 AW5431.The geoid height was determined by GEOID03.
 AW5431
 AW5431.The dynamic height is computed by dividing the NAVD 88
 AW5431.geopotential number by the normal gravity value computed on the
 AW5431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5431.degrees latitude (g = 980.6199 gals.).
 AW5431
 AW5431.The modeled gravity was interpolated from observed gravity values.
 AW5431
 AW5431;                    North         East     Units Scale Factor Converg.
 AW5431;SPC TXSC     - 4,215,200.266   943,261.220   MT  0.99988671   +1 44 19.2
 AW5431;SPC TXSC     -13,829,369.54  3,094,682.85   sFT  0.99988671   +1 44 19.2
 AW5431;UTM  15      - 3,291,172.843   262,921.319   MT  1.00029355   -1 12 57.7
 AW5431
 AW5431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5431!SPC TXSC     -   1.00000165  x   0.99988671  =   0.99988836
 AW5431!UTM  15      -   1.00000165  x   1.00029355  =   1.00029520
 AW5431
 AW5431                          SUPERSEDED SURVEY CONTROL
 AW5431
 AW5431  ELLIP H (10/25/00)  -10.45   (m)                       GP(       ) 4 1
 AW5431  NAD 83(1993)-  29 43 41.15972(N)    095 27 03.84745(W) AD(       ) 1
 AW5431  ELLIP H (10/17/96)  -10.33   (m)                       GP(       ) 3 1
 AW5431  NAD 83(1993)-  29 43 41.15905(N)    095 27 03.84846(W) AD(       ) 1
 AW5431  ELLIP H (02/16/96)  -10.40   (m)                       GP(       ) 5 1
 AW5431  NAD 83(1986)-  29 43 41.17324(N)    095 27 03.83020(W) AD(       ) 1
 AW5431  NAVD 88 (09/11/96)   16.807  (m)           55.14   (f) UNKNOWN     1 2
 AW5431  NAVD 88 (06/15/91)   16.937  (m)           55.57   (f) UNKNOWN     1 2
 AW5431  NGVD 29 (12/23/87)   16.933  (m)           55.55   (f) ADJUSTED    1 2
 AW5431
 AW5431.Superseded values are not recommended for survey control.
 AW5431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5431.See file dsdata.txt to determine how the superseded data were derived.
 AW5431
 AW5431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6292191173(NAD 83)
 AW5431_MARKER: I = METAL ROD
 AW5431_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5431_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5431_STAMPING: HGCSD 37 1986
 AW5431_MARK LOGO: NGS   
 AW5431_PROJECTION: FLUSH
 AW5431_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5431+STABILITY: POSITION/ELEVATION WELL
 AW5431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5431+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW5431_ROD/PIPE-DEPTH: 14.0 meters
 AW5431_SLEEVE-DEPTH  : 6.1 meters
 AW5431
 AW5431  HISTORY     - Date     Condition        Report By
 AW5431  HISTORY     - 1986     MONUMENTED       NGS
 AW5431  HISTORY     - 1987     GOOD             NGS
 AW5431  HISTORY     - 1990     GOOD             USPSQD
 AW5431  HISTORY     - 19931030 GOOD             USPSQD
 AW5431  HISTORY     - 19941201 POOR             HGCSD
 AW5431  HISTORY     - 19951009 GOOD             CHANCE
 AW5431  HISTORY     - 19960206 GOOD             NGS
 AW5431  HISTORY     - 20000510 POOR             TXDOT
 AW5431  HISTORY     - 20040529 GOOD             USPSQD
 AW5431  HISTORY     - 20051006 GOOD             USPSQD
 AW5431
 AW5431                          STATION DESCRIPTION
 AW5431
 AW5431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5431'4.0 KM (2.5 MI) NE FROM BELLAIRE.
 AW5431'0.3 KM (0.2 MI) EAST ALONG CEDAR STREET FROM THE POST OFFICE IN
 AW5431'BELLAIRE, THENCE 2.1 KM (1.3 MI) NORTHEAST ALONG BISSONNET STREET,
 AW5431'THENCE 1.4 KM (0.9 MI) NORTH ALONG NEW CASTLE DRIVE TO THE NORTHWEST
 AW5431'GATE OF THE SOUTHWEST HOUSTON WATER WORKS ON THE RIGHT (EAST), THENCE
 AW5431'0.16 KM (0.10 MI) EAST AND THEN SOUTH THROUGH THE GATE AND ALONG A
 AW5431'GRAVEL ROAD, 29.0 METERS (95.0 FT) EAST OF THE CENTERLINE OF NEW
 AW5431'CASTLE DRIVE, 19.2 METERS (63.0 FT) WEST OF THE CENTER OF THE GRAVEL
 AW5431'ROAD, 26.5 METERS (87.1 FT) NORTH OF THE NORTHEAST CORNER OF THE
 AW5431'CONCRETE BASE OF A WELL, 23.7 METERS (77.7 FT) SOUTH OF THE SOUTHMOST
 AW5431'ONE OF TWO UTILITY POLES WITH THREE SQUARE FLOODLAMPS.  NOTE--ACCESS
 AW5431'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5431'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5431
 AW5431                          STATION RECOVERY (1987)
 AW5431
 AW5431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5431'THE STATION IS LOCATED IN BELLAIRE, WHICH IS A SUBURB OF AND IN
 AW5431'THE SOUTHWEST SECTION OF HOUSTON.
 AW5431'OWNERSHIP--CITY OF HOUSTON WATER WORKS, MONA WAITS, PLANT MANAGER,
 AW5431'4410 WEST PARK, HOUSTON TX 77023, PHONE 713-222-3378.
 AW5431'
 AW5431'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 AW5431'610 AND BISSONNET STREET WHICH IS ON THE SOUTHWEST SIDE OF HOUSTON,
 AW5431'GO NORTHEAST ON BISSONNET STREET FOR 0.9 KM (0.55 MI) TO A
 AW5431'CROSSROAD.  TURN LEFT AND GO NORTHERLY ON NEWCASTLE STREET FOR 1.4
 AW5431'KM (0.9 MI) TO THE ENTRANCE GATE TO THE WATER WORKS PLANT ON THE
 AW5431'RIGHT.  AFTER PASSING THROUGH THE GATE, TURN RIGHT AND GO SOUTH FOR
 AW5431'0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 AW5431'
 AW5431'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5431'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5431'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5431'LOGO CAP STAMPED---HGCSD 37 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5431'THE GROUND SURFACE.  LOCATED 26.6 METERS (87.2 FT) NORTH OF THE
 AW5431'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A LARGE WATER PUMP,
 AW5431'23.6 METERS (77.5 FT) SOUTH-SOUTHWEST OF THE SOUTH ONE OF TWO LIGHT
 AW5431'POLES WITH 3 SECURITY LIGHTS, 19.8 METERS (64.8 FT) EAST OF THE
 AW5431'WEST FENCELINE AROUND THE PROPERTY AND 19.2 METERS (63.0 FT) WEST
 AW5431'OF THE GRAVELED ENTRANCE ROAD.
 AW5431'
 AW5431'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5431'
 AW5431'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5431'
 AW5431'DESCRIBED BY P.C. OSLEY.
 AW5431
 AW5431                          STATION RECOVERY (1990)
 AW5431
 AW5431'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW5431'RECOVERED IN GOOD CONDITION.
 AW5431
 AW5431                          STATION RECOVERY (1993)
 AW5431
 AW5431'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5431'RECOVERED IN GOOD CONDITION.
 AW5431
 AW5431                          STATION RECOVERY (1994)
 AW5431
 AW5431'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5431'RECOVERED AS DESCRIBED.  ADD SLEEVE IS SPLIT OPEN, SITE STILL APEARS
 AW5431'STABLE
 AW5431
 AW5431                          STATION RECOVERY (1995)
 AW5431
 AW5431'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5431'RECOVERED IN GOOD CONDITION AS DESCRIBED.  NOTE= THE 1-INCH PVC SLEEVE
 AW5431'HAS BEEN DAMAGED AND THE 5-INCH PVC CASING APPEARS TO BE MOVING.
 AW5431'ADDITIONAL TIES FOLLOW.  45 FT (13.7 M) WEST OF CONCRETE PAD WITH
 AW5431'VENT.  51 FT (15.5 M) WEST OF WEST EDGE OF CONCRETE DRIVE.  64.5 FT
 AW5431'(19.7 M) EAST OF THE WEST PERIMETER FENCE.
 AW5431
 AW5431                          STATION RECOVERY (1996)
 AW5431
 AW5431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5431'IN HOUSTON, 66.2 M (217.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AW5431'HOUSTON SOUTHWEST WATER PLANT AT 4410 WEST PARK, 29.5 M (96.8 FT)
 AW5431'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE FOOTING FOR AN
 AW5431'ABANDONED WELL, 23.4 M (76.8 FT) SOUTH OF THE MOST SOUTHERLY OF 2
 AW5431'UTILITY LIGHT POLES, AND 18.8 M (61.7 FT) WEST OF THE CENTER OF A
 AW5431'DRIVEWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AW5431'CAP.  THE 1-INCH PVC SLEEVE HAS BEEN DAMAGED AND THE 5-INCH PVC PIPE
 AW5431'APPEARS TO BE MOVING.
 AW5431
 AW5431                          STATION RECOVERY (2000)
 AW5431
 AW5431'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AW5431'STAINLESS STEEL ROD IS BENT A FEW CENTIMETERS OUT OF PLUMB, THE GREASE
 AW5431'FILLED TUBE IS BROKEN, THE FIVE INCH PVC PIPE WITH LOGO FLANGE IS
 AW5431'TOUCHING THE GREASE FILLED TUBE AND IS APPROXIMATELY 43 CENTIMETERS
 AW5431'BELOW EXISTING GRADE.  THERE IS EXTENSIVE CONSTRUCTION UNDERWAY AT
 AW5431'THIS WATERWORKS FACILITY.
 AW5431
 AW5431                          STATION RECOVERY (2004)
 AW5431
 AW5431'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5431'RECOVERED IN GOOD CONDITION.
 AW5431
 AW5431                          STATION RECOVERY (2005)
 AW5431
 AW5431'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5431'FOUND AS DESCRIBED.
 AW5431' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5558 ***********************************************************************
 AW5558  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5558  DESIGNATION -  HGCSD 38
 AW5558  PID         -  AW5558
 AW5558  STATE/COUNTY-  TX/HARRIS
 AW5558  USGS QUAD   -  PARK PLACE (1995)
 AW5558
 AW5558                         *CURRENT SURVEY CONTROL
 AW5558  ___________________________________________________________________
 AW5558* NAD 83(1993)-  29 41 52.61443(N)    095 19 24.94869(W)     ADJUSTED  
 AW5558* NAVD 88     -        10.90   (meters)      35.8    (feet)  GPS OBS   
 AW5558  ___________________________________________________________________
 AW5558  X           -    -514,460.154 (meters)                     COMP
 AW5558  Y           -  -5,520,989.586 (meters)                     COMP
 AW5558  Z           -   3,141,325.061 (meters)                     COMP
 AW5558  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW5558  ELLIP HEIGHT-         -16.32  (meters)          (12/03/01) GPS OBS
 AW5558  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW5558  DYNAMIC HT  -          10.89  (meters)      35.7   (feet)  COMP
 AW5558  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 AW5558
 AW5558  HORZ ORDER  -  FIRST
 AW5558  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5558  ELLP ORDER  -  FOURTH    CLASS II
 AW5558
 AW5558.The horizontal coordinates were established by GPS observations
 AW5558.and adjusted by the National Geodetic Survey in December 2001..
 AW5558
 AW5558.The orthometric height was determined by GPS observations and a
 AW5558.high-resolution geoid model using precise GPS observation and
 AW5558.processing techniques. It supersedes the leveled height previously
 AW5558.determined for this station.
 AW5558.The vertical order pertains to the first NAVD 88 superseded value.
 AW5558
 AW5558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5558
 AW5558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5558
 AW5558.The ellipsoidal height was determined by GPS observations
 AW5558.and is referenced to NAD 83.
 AW5558
 AW5558.The geoid height was determined by GEOID03.
 AW5558
 AW5558.The dynamic height is computed by dividing the NAVD 88
 AW5558.geopotential number by the normal gravity value computed on the
 AW5558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5558.degrees latitude (g = 980.6199 gals.).
 AW5558
 AW5558.The modeled gravity was interpolated from observed gravity values.
 AW5558
 AW5558;                    North         East     Units Scale Factor Converg.
 AW5558;SPC TXSC     - 4,212,240.953   955,691.630   MT  0.99988324   +1 48 04.0
 AW5558;SPC TXSC     -13,819,660.53  3,135,464.96   sFT  0.99988324   +1 48 04.0
 AW5558;UTM  15      - 3,287,575.589   275,187.302   MT  1.00022364   -1 09 06.0
 AW5558
 AW5558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5558!SPC TXSC     -   1.00000256  x   0.99988324  =   0.99988580
 AW5558!UTM  15      -   1.00000256  x   1.00022364  =   1.00022620
 AW5558
 AW5558                          SUPERSEDED SURVEY CONTROL
 AW5558
 AW5558  ELLIP H (10/25/00)  -16.31   (m)                       GP(       ) 4 1
 AW5558  NAD 83(1993)-  29 41 52.61443(N)    095 19 24.94869(W) AD(       ) 1
 AW5558  ELLIP H (10/17/96)  -16.18   (m)                       GP(       ) 3 1
 AW5558  NAD 83(1993)-  29 41 52.61432(N)    095 19 24.94857(W) AD(       ) 1
 AW5558  ELLIP H (02/16/96)  -16.29   (m)                       GP(       ) 5 1
 AW5558  NAD 83(1986)-  29 41 52.62850(N)    095 19 24.92988(W) AD(       ) 1
 AW5558  NAVD 88 (06/15/91)   10.964  (m)           35.97   (f) ADJUSTED    1 2
 AW5558  NGVD 29 (12/23/87)   10.960  (m)           35.96   (f) ADJUSTED    1 2
 AW5558
 AW5558.Superseded values are not recommended for survey control.
 AW5558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5558.See file dsdata.txt to determine how the superseded data were derived.
 AW5558
 AW5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7518787576(NAD 83)
 AW5558_MARKER: I = METAL ROD
 AW5558_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5558_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5558_STAMPING: HGCSD 38 1986
 AW5558_MARK LOGO: NGS   
 AW5558_PROJECTION: RECESSED 2 CENTIMETERS
 AW5558_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5558+STABILITY: POSITION/ELEVATION WELL
 AW5558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5558+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1994
 AW5558_ROD/PIPE-DEPTH: 16.8 meters
 AW5558_SLEEVE-DEPTH  : 6.1 meters
 AW5558
 AW5558  HISTORY     - Date     Condition        Report By
 AW5558  HISTORY     - 1986     MONUMENTED       NGS
 AW5558  HISTORY     - 1987     GOOD             NGS
 AW5558  HISTORY     - 1989     GOOD             USPSQD
 AW5558  HISTORY     - 1989     GOOD             USPSQD
 AW5558  HISTORY     - 1989     GOOD             USPSQD
 AW5558  HISTORY     - 1990     GOOD             USPSQD
 AW5558  HISTORY     - 19941209 GOOD             HGCSD
 AW5558  HISTORY     - 19950624 GOOD             USPSQD
 AW5558
 AW5558                          STATION DESCRIPTION
 AW5558
 AW5558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5558'1.0 KM (0.6 MI) NORTH FROM HOUSTON.
 AW5558'0.5 KM (0.3 MI) NORTHWESTERLY ALONG MYKAWA ROAD FROM ITS JUNCTION WITH
 AW5558'INTERSTATE HIGHWAY 610 IN HOUSTON, THENCE 0.5 KM (0.3 MI)
 AW5558'NORTHEASTERLY ALONG GRIGGS ROAD, 31.6 M (103.7 FT) NORTHWEST OF THE
 AW5558'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE ROAD, 25.3 M (83.0 FT)
 AW5558'SOUTHEAST OF THE NORTHEAST CORNER OF THE CASE POWER AND EQUIPMENT
 AW5558'OFFICE, 2.2 M (7.2 FT) NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK,
 AW5558'AND 1.6 M (5.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE
 AW5558'DRIVEWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5558'CAP.
 AW5558'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 AW5558
 AW5558                          STATION RECOVERY (1987)
 AW5558
 AW5558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5558'THE STATION IS LOCATED IN THE SOUTHERN SECTION OF THE CITY OF
 AW5558'HOUSTON AND ON PROPERTY OF THE CASE POWER AND EQUIPMENT COMPANY.
 AW5558'OWNERSHIP--CASE POWER AND EQUIPMENT COMPANY, GEORGE BARRY, GENERAL
 AW5558'MANAGER, 5935 GRIGGS ROAD, HOUSTON TX 77023, PHONE
 AW5558'713-987-1990.
 AW5558'
 AW5558'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 AW5558'610 AND LONG DRIVE, WHICH IS ABOUT 8.9 KM (5.5 MI) SOUTHEAST OF
 AW5558'DOWNTOWN HOUSTON, GO NORTHWEST ON LONG DRIVE FOR 0.4 KM (0.25 MI)
 AW5558'TO A CROSSROAD.  TURN RIGHT AND GO NORTHEAST ON GRIGGS ROAD FOR 0.5
 AW5558'KM (0.3 MI) TO THE STATION ON THE LEFT.
 AW5558'
 AW5558'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5558'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5558'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5558'LOGO CAP STAMPED---HGCSD 38 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5558'THE GROUND SURFACE.  LOCATED 25.4 METERS (83.2 FT) SOUTHEAST OF THE
 AW5558'NORTHEAST CORNER OF THE SALES BUILDING, 2.1 METERS (7.0 FT)
 AW5558'NORTHWEST OF THE NORTHWEST EDGE OF THE SIDEWALK THAT IS ON THE
 AW5558'NORTHWEST SIDE OF THE PARKING LOT AND 1.5 METERS (4.9 FT) SOUTHWEST
 AW5558'OF THE SOUTHWEST EDGE OF THE CONCRETE DRIVEWAY.
 AW5558'
 AW5558'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5558'
 AW5558'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5558'
 AW5558'DESCRIBED BY P.C. OSLEY.
 AW5558
 AW5558                          STATION RECOVERY (1989)
 AW5558
 AW5558'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW5558'RECOVERED IN GOOD CONDITION.
 AW5558
 AW5558                          STATION RECOVERY (1989)
 AW5558
 AW5558'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW5558'RECOVERED IN GOOD CONDITION.
 AW5558
 AW5558                          STATION RECOVERY (1989)
 AW5558
 AW5558'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW5558'RECOVERED IN GOOD CONDITION.
 AW5558
 AW5558                          STATION RECOVERY (1990)
 AW5558
 AW5558'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW5558'RECOVERED IN GOOD CONDITION.
 AW5558
 AW5558                          STATION RECOVERY (1994)
 AW5558
 AW5558'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5558'RECOVERED AS DESCRIBED.
 AW5558
 AW5558                          STATION RECOVERY (1995)
 AW5558
 AW5558'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5592 ***********************************************************************
 AW5592  DESIGNATION -  HGCSD 39
 AW5592  PID         -  AW5592
 AW5592  STATE/COUNTY-  TX/HARRIS
 AW5592  USGS QUAD   -  PARK PLACE (1995)
 AW5592
 AW5592                         *CURRENT SURVEY CONTROL
 AW5592  ___________________________________________________________________
 AW5592* NAD 83(1993)-  29 42 07.32221(N)    095 16 27.77868(W)     ADJUSTED  
 AW5592* NAVD 88     -         9.203  (meters)      30.19   (feet)  ADJUSTED  
 AW5592  ___________________________________________________________________
 AW5592  X           -    -509,696.990 (meters)                     COMP
 AW5592  Y           -  -5,521,204.658 (meters)                     COMP
 AW5592  Z           -   3,141,717.656 (meters)                     COMP
 AW5592  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW5592  ELLIP HEIGHT-         -17.89  (meters)          (02/16/96) GPS OBS
 AW5592  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW5592  DYNAMIC HT  -           9.191 (meters)      30.15  (feet)  COMP
 AW5592  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AW5592
 AW5592  HORZ ORDER  -  FIRST
 AW5592  VERT ORDER  -  FIRST     CLASS II
 AW5592  ELLP ORDER  -  FIFTH     CLASS I
 AW5592
 AW5592.The horizontal coordinates were established by GPS observations
 AW5592.and adjusted by the National Geodetic Survey in February 1996..
 AW5592
 AW5592.The orthometric height was determined by differential leveling
 AW5592.and adjusted by the National Geodetic Survey in June 1991..
 AW5592
 AW5592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5592
 AW5592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5592
 AW5592.The ellipsoidal height was determined by GPS observations
 AW5592.and is referenced to NAD 83.
 AW5592
 AW5592.The geoid height was determined by GEOID03.
 AW5592
 AW5592.The dynamic height is computed by dividing the NAVD 88
 AW5592.geopotential number by the normal gravity value computed on the
 AW5592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5592.degrees latitude (g = 980.6199 gals.).
 AW5592
 AW5592.The modeled gravity was interpolated from observed gravity values.
 AW5592
 AW5592;                    North         East     Units Scale Factor Converg.
 AW5592;SPC TXSC     - 4,212,844.216   960,437.046   MT  0.99988370   +1 49 30.8
 AW5592;SPC TXSC     -13,821,639.73  3,151,033.88   sFT  0.99988370   +1 49 30.8
 AW5592;UTM  15      - 3,287,933.726   279,959.053   MT  1.00019744   -1 07 38.6
 AW5592
 AW5592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5592!SPC TXSC     -   1.00000281  x   0.99988370  =   0.99988651
 AW5592!UTM  15      -   1.00000281  x   1.00019744  =   1.00020025
 AW5592
 AW5592                          SUPERSEDED SURVEY CONTROL
 AW5592
 AW5592  NAD 83(1986)-  29 42 07.33700(N)    095 16 27.76189(W) AD(       ) 1
 AW5592  NGVD 29 (12/23/87)    9.200  (m)           30.18   (f) ADJUSTED    1 2
 AW5592
 AW5592.Superseded values are not recommended for survey control.
 AW5592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5592.See file dsdata.txt to determine how the superseded data were derived.
 AW5592
 AW5592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7995987934(NAD 83)
 AW5592_MARKER: I = METAL ROD
 AW5592_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5592_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5592_STAMPING: HGCSD 39 1986
 AW5592_MARK LOGO: NGS   
 AW5592_PROJECTION: RECESSED 2 CENTIMETERS
 AW5592_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5592+STABILITY: POSITION/ELEVATION WELL
 AW5592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5592+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 AW5592_ROD/PIPE-DEPTH: 9.7  meters
 AW5592_SLEEVE-DEPTH  : 6.1 meters
 AW5592
 AW5592  HISTORY     - Date     Condition        Report By
 AW5592  HISTORY     - 1986     MONUMENTED       NGS
 AW5592  HISTORY     - 1987     GOOD             NGS
 AW5592  HISTORY     - 1987     GOOD             USPSQD
 AW5592  HISTORY     - 19921020 GOOD             NOS
 AW5592  HISTORY     - 20000509 MARK NOT FOUND   TXDOT
 AW5592
 AW5592                          STATION DESCRIPTION
 AW5592
 AW5592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5592'5.9 KM (3.65 MI) NW FROM SOUTH HOUSTON.
 AW5592'5.3 KM (3.3 MI) NORTHWEST ALONG THE GALVESTON HOUSTON AND HENDERSON
 AW5592'RAILROAD FROM THE JUNCTION OF SPENCER HIGHWAY IN SOUTH HOUSTON, THENCE
 AW5592'0.4 KM (0.25 MI) WEST ALONG PARK TERRACE BOULEVARD, THENCE 0.2 KM
 AW5592'(0.10 MI) NORTH ALONG BELLEVUE STREET, AT THE CITY OF HOUSTON EAST END
 AW5592'WATER PUMPING STATION, 22.0 M (72.2 FT) EAST OF THE CENTER OF THE
 AW5592'ENTRANCE ROAD, 13.1 M (43.0 FT) SOUTH-SOUTHWEST OF A UTILITY POLE,
 AW5592'8.4 M (27.6 FT) WEST OF THE NORTHWEST CORNER OF THE BASE FOR AN
 AW5592'EXTENSOMETER BUILDING.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5592'5-INCH LOGO CAP.
 AW5592'THE MARK IS 2.3 METERS  N FROM  A WITNESS POST
 AW5592
 AW5592                          STATION RECOVERY (1987)
 AW5592
 AW5592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5592'THE STATION IS LOCATED IN THE CITY OF HOUSTON.
 AW5592'OWNERSHIP--CITY OF HOUSTON, EAST END WATER FACILITY, MR LOU BOWEN,
 AW5592'SUPERVISOR, 8201 COLTO STREET, HOUSTON TX 77017, PHONE 713-223-1095
 AW5592'
 AW5592'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND
 AW5592'BROADWAY STREET IN HOUSTON, GO NORTH ON BROADWAY STREET FOR 1.9 KM
 AW5592'(1.2 MI) TO PARK TERRACE BOULEVARD
 AW5592'ON THE RIGHT.  TURN RIGHT AND GO EAST ON PARK TERRACE BOULEVARD
 AW5592'FOR 0.6 KM (0.35 MI) TO DALTON STREET LEFT.  TURN LEFT AND GO
 AW5592'NORTH ON DALTON STREET FOR 0.2 KM (0.15 MI) TO THE ENTRANCE
 AW5592'GATE FOR THE CITY OF HOUSTON FACILITIES.  THE STATION IS IN THE
 AW5592'NORTHWEST CORNER OF THIS ENTIRE FACILITY.  IT IS NORTHWEST OF THE
 AW5592'WATER DIVISION BUILDING (2700 DALTON STREET) AND INSIDE A FENCED IN
 AW5592'AREA AND A SIGN STATING--CITY OF HOUSTON, WATER FACILITY, EAST END
 AW5592'PLANT.
 AW5592'
 AW5592'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5592'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5592'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5592'LOGO CAP STAMPED---HGCSD 39 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5592'THE GROUND SURFACE.  LOCATED 12.9 METERS (42.4 FT) SOUTH OF A
 AW5592'UTILITY POLE, 8.3 METERS (27.3 FT) WEST OF THE NORTHWEST CORNER OF
 AW5592'THE CEMENT CASING OF AN EXTENSOMETER BUILDING AND 2.6 METERS  (7.4
 AW5592'FT) NORTH OF A WITNESS POST AND THE SOUTH BOUNDARY FENCE AROUND
 AW5592'SITE.
 AW5592'
 AW5592'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5592'
 AW5592'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5592'
 AW5592'DESCRIBED BY V.A. BARNUM
 AW5592
 AW5592                          STATION RECOVERY (1987)
 AW5592
 AW5592'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW5592'RECOVERED IN GOOD CONDITION.
 AW5592
 AW5592                          STATION RECOVERY (1992)
 AW5592
 AW5592'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW5592'RECOVERED IN GOOD CONDITION.
 AW5592
 AW5592                          STATION RECOVERY (2000)
 AW5592
 AW5592'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 AW5592'CITY OF HOUSTON EMPLOYEES STATE THAT CONCRETE PARKING AREA WAS
 AW5592'INSTALLED OVER A LARGE AREA IN 1994.  8.3 M (27.2 FT) WEST OF THE
 AW5592'NORTHWEST CORNER OF THE SLAB FOR THE EXTENSOMETER BUILDING, THE ONLY
 AW5592'REFERENCE OBJECT REMAINING FROM THE 1987 RECOVERY BY NGS, FALLS ON A
 AW5592'CONCRETE PARKING AREA TENS OF METERS +IN RADIUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7499 ***********************************************************************
 AB7499  HT_MOD      -  This is a Height Modernization Survey Station.
 AB7499  DESIGNATION -  HGCSD 39 RESET
 AB7499  PID         -  AB7499
 AB7499  STATE/COUNTY-  TX/HARRIS
 AB7499  USGS QUAD   -  PARK PLACE (1995)
 AB7499
 AB7499                         *CURRENT SURVEY CONTROL
 AB7499  ___________________________________________________________________
 AB7499* NAD 83(1993)-  29 42 10.26666(N)    095 16 34.47328(W)     ADJUSTED  
 AB7499* NAVD 88     -         5.29   (meters)      17.4    (feet)  GPS OBS   
 AB7499  ___________________________________________________________________
 AB7499  X           -    -509,871.736 (meters)                     COMP
 AB7499  Y           -  -5,521,139.903 (meters)                     COMP
 AB7499  Z           -   3,141,794.414 (meters)                     COMP
 AB7499  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AB7499  ELLIP HEIGHT-         -21.91  (meters)          (12/03/01) GPS OBS
 AB7499  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AB7499
 AB7499  HORZ ORDER  -  FIRST
 AB7499  ELLP ORDER  -  FOURTH    CLASS II
 AB7499
 AB7499.The horizontal coordinates were established by GPS observations
 AB7499.and adjusted by the National Geodetic Survey in December 2001..
 AB7499
 AB7499.The orthometric height was determined by GPS observations and a
 AB7499.high-resolution geoid model using precise GPS observation and
 AB7499.processing techniques.
 AB7499
 AB7499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7499
 AB7499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7499
 AB7499.The ellipsoidal height was determined by GPS observations
 AB7499.and is referenced to NAD 83.
 AB7499
 AB7499.The geoid height was determined by GEOID03.
 AB7499
 AB7499;                    North         East     Units Scale Factor Converg.
 AB7499;SPC TXSC     - 4,212,929.092   960,254.312   MT  0.99988379   +1 49 27.5
 AB7499;SPC TXSC     -13,821,918.20  3,150,434.36   sFT  0.99988379   +1 49 27.5
 AB7499;UTM  15      - 3,288,027.931   279,780.878   MT  1.00019841   -1 07 42.0
 AB7499
 AB7499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7499!SPC TXSC     -   1.00000344  x   0.99988379  =   0.99988723
 AB7499!UTM  15      -   1.00000344  x   1.00019841  =   1.00020185
 AB7499
 AB7499                          SUPERSEDED SURVEY CONTROL
 AB7499
 AB7499  ELLIP H (10/25/00)  -21.94   (m)                       GP(       ) 4 1
 AB7499  NAD 83(1993)-  29 42 10.26703(N)    095 16 34.47232(W) AD(       ) 1
 AB7499  ELLIP H (10/17/96)  -21.81   (m)                       GP(       ) 3 1
 AB7499
 AB7499.Superseded values are not recommended for survey control.
 AB7499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7499.See file dsdata.txt to determine how the superseded data were derived.
 AB7499
 AB7499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7978188028(NAD 83)
 AB7499_MARKER: I = METAL ROD
 AB7499_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7499_STAMPING: HGCSD 39 RESET 1995
 AB7499_MARK LOGO: NGS   
 AB7499_PROJECTION: FLUSH
 AB7499_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB7499+STABILITY: POSITION/ELEVATION WELL
 AB7499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB7499+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 AB7499_ROD/PIPE-DEPTH: 7.8  meters
 AB7499_SLEEVE-DEPTH  : 3.2 meters
 AB7499
 AB7499  HISTORY     - Date     Condition        Report By
 AB7499  HISTORY     - 1995     MONUMENTED       HGCSD
 AB7499  HISTORY     - 20031012 GOOD             USPSQD
 AB7499  HISTORY     - 20041125 MARK NOT FOUND   USPSQD
 AB7499
 AB7499                          STATION DESCRIPTION
 AB7499
 AB7499'DESCRIBED BY HARRIS-GALV CO DIST 1995 (JCH)
 AB7499'FROM DOWNTOWN HOUSTON APPROXIMATELY 5.5 MILES (8.9 KM) SOUTHEAST ON
 AB7499'I45 TO THE 610 LOOP SOUTH  THENCE .75 MILES (1.21 KM) EAST ON 610 LOOP
 AB7499'TO BROADWAY  CONTINUING ON FEEDER EAST TILL YOU REACH A BUILDING WITH
 AB7499'A LARGE WHITE ANCHOR IN FRONT  MARK IS APPROXIMATELY 30 FT (9.1 M)
 AB7499'SOUTH SOUTHEAST OF THE ANCHOR
 AB7499
 AB7499                          STATION RECOVERY (2003)
 AB7499
 AB7499'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AB7499'RECOVERED IN GOOD CONDITION.
 AB7499
 AB7499                          STATION RECOVERY (2004)
 AB7499
 AB7499'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AB7499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2001 ***********************************************************************
 BL2001  HT_MOD      -  This is a Height Modernization Survey Station.
 BL2001  DESIGNATION -  HGCSD 4
 BL2001  PID         -  BL2001
 BL2001  STATE/COUNTY-  TX/HARRIS
 BL2001  USGS QUAD   -  TOMBALL (1979)
 BL2001
 BL2001                         *CURRENT SURVEY CONTROL
 BL2001  ___________________________________________________________________
 BL2001* NAD 83(1993)-  30 05 45.08701(N)    095 31 17.56867(W)     ADJUSTED  
 BL2001* NAVD 88     -        44.78   (meters)     146.9    (feet)  GPS OBS   
 BL2001  ___________________________________________________________________
 BL2001  X           -    -531,418.759 (meters)                     COMP
 BL2001  Y           -  -5,497,324.799 (meters)                     COMP
 BL2001  Z           -   3,179,580.433 (meters)                     COMP
 BL2001  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BL2001  ELLIP HEIGHT-          17.27  (meters)          (12/03/01) GPS OBS
 BL2001  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL2001
 BL2001  HORZ ORDER  -  FIRST
 BL2001  ELLP ORDER  -  FOURTH    CLASS II
 BL2001
 BL2001.The horizontal coordinates were established by GPS observations
 BL2001.and adjusted by the National Geodetic Survey in December 2001..
 BL2001
 BL2001.The orthometric height was determined by GPS observations and a
 BL2001.high-resolution geoid model using precise GPS observation and
 BL2001.processing techniques.
 BL2001
 BL2001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2001
 BL2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2001
 BL2001.The ellipsoidal height was determined by GPS observations
 BL2001.and is referenced to NAD 83.
 BL2001
 BL2001.The geoid height was determined by GEOID03.
 BL2001
 BL2001;                    North         East     Units Scale Factor Converg.
 BL2001;SPC TXSC     - 4,255,740.282   935,234.193   MT  0.99995122   +1 42 14.9
 BL2001;SPC TXSC     -13,962,374.58  3,068,347.51   sFT  0.99995122   +1 42 14.9
 BL2001;UTM  15      - 3,332,089.647   256,997.431   MT  1.00032859   -1 15 54.2
 BL2001
 BL2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2001!SPC TXSC     -   0.99999729  x   0.99995122  =   0.99994851
 BL2001!UTM  15      -   0.99999729  x   1.00032859  =   1.00032588
 BL2001
 BL2001                          SUPERSEDED SURVEY CONTROL
 BL2001
 BL2001  ELLIP H (10/25/00)   17.36   (m)                       GP(       ) 4 1
 BL2001  NAD 83(1993)-  30 05 45.08772(N)    095 31 17.56770(W) AD(       ) 1
 BL2001  ELLIP H (10/17/96)   17.48   (m)                       GP(       ) 3 1
 BL2001  NAD 83(1993)-  30 05 45.08706(N)    095 31 17.56824(W) AD(       ) 1
 BL2001  ELLIP H (02/16/96)   17.45   (m)                       GP(       ) 5 1
 BL2001  ELLIP H (01/21/93)   17.05   (m)                       GP(       ) 4 2
 BL2001  NAD 83(1986)-  30 05 45.10246(N)    095 31 17.55039(W) AD(       ) 1
 BL2001
 BL2001.Superseded values are not recommended for survey control.
 BL2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2001.See file dsdata.txt to determine how the superseded data were derived.
 BL2001
 BL2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5699732090(NAD 83)
 BL2001_MARKER: I = METAL ROD
 BL2001_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2001_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2001_STAMPING: HGCSD 4 1986
 BL2001_MARK LOGO: NGS   
 BL2001_PROJECTION: FLUSH
 BL2001_MAGNETIC: I = MARKER IS A STEEL ROD
 BL2001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL2001+STABILITY: POSITION/ELEVATION WELL
 BL2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2001+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 BL2001_ROD/PIPE-DEPTH: 14.0 meters
 BL2001_SLEEVE-DEPTH  : 6.1 meters
 BL2001
 BL2001  HISTORY     - Date     Condition        Report By
 BL2001  HISTORY     - 1986     MONUMENTED       NGS
 BL2001  HISTORY     - 1987     GOOD             NGS
 BL2001  HISTORY     - 19941122 GOOD             HGCSD
 BL2001  HISTORY     - 20040802 GOOD             DEWDAV
 BL2001  HISTORY     - 20040805 GOOD             DEWDAV
 BL2001  HISTORY     - 20050815 GOOD             GEOCAC
 BL2001
 BL2001                          STATION DESCRIPTION
 BL2001
 BL2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BL2001'8.9 KM (5.55 MI) SE FROM HUFSMITH.
 BL2001'7.7 KM (4.8 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BL2001'ITS JUNCTION WITH STANOLIND ROAD IN HUFSMITH, THENCE 0.8 KM (0.5 MI)
 BL2001'SOUTH ALONG HILDEBRADT ROAD, THENCE 0.4 KM (0.25 MI) EAST ALONG KLEIN
 BL2001'OAK LANE, 18.9 M (62.0 FT) NORTHEAST OF THE CENTERLINE OF THE LANE,
 BL2001'5.2 M (17.1 FT) NORTHWEST OF THE CENTER OF THE MOST NORTHERLY ENTRANCE
 BL2001'TO A STUDENT PARKING LOT, 4.3 M (14.1 FT) EAST OF THE SOUTH CORNER OF
 BL2001'A CHAIN LINK FENCE AROUND THE FOOTBALL FIELD AND TRACK OF THE KLEIN
 BL2001'OAK HIGH SCHOOL, AND 3.0 M (9.8 FT) SOUTHEAST OF THE FENCE.
 BL2001'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2001'THE MARK IS 2.9 METERS  SE FROM  A WITNESS POST
 BL2001'THE MARK IS ABOVE LEVEL WITH THE LANE.
 BL2001
 BL2001                          STATION RECOVERY (1987)
 BL2001
 BL2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL2001'THE STATION IS LOCATED ABOUT 33.8 KM (21.0 MI)
 BL2001'NORTH-NORTHWEST OF HOUSTON, 30.6 KM (19.0 MI) SOUTH-SOUTHWEST OF
 BL2001'CONROE, 14.5 KM (9.0 MI) SOUTHEAST OF TOMBALL AND 9.7 KM (6.0 MI)
 BL2001'WEST OF SPRING.
 BL2001'OWNERSHIP--KLEIN OAK HIGH SCHOOL, 22603 NORTHCREST DRIVE, SPRING
 BL2001'TX 77389, PHONE 713-376-4180, EXTENSION 520.
 BL2001'
 BL2001'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 45
 BL2001'AND FM 2920 AT THE WEST EDGE OF SPRING, (EXIT NUMBER 70A) GO
 BL2001'WESTERLY ON FM 2920 FOR 8.1 KM (5.05 MI) TO ITS JUNCTION WITH
 BL2001'KUYKENDAHL ROAD TURN RIGHT AND GO NORTHWEST ON KUYKENDAHL ROAD FOR
 BL2001'3.9 KM (2.45 MI) TO ITS JUNCTION WITH DOWDELL ROAD.  TURN RIGHT AND
 BL2001'GO NORTH ON DOWDELL ROAD FOR 1.61 KM (1.0 MI) WINDING ALONG AND
 BL2001'CROSSING RAILROAD TRACKS TO THE JUNCTION OF HILDEBEADT ROAD ON THE
 BL2001'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON HILDEBEADT (CROSSING BACK
 BL2001'OVER TRACKS) FOR 0.5 KM (0.3 MI) TO THE JUNCTION OF KLEIN OAK LANE
 BL2001'ON THE LEFT.  TURN LEFT AND GO WEST ON KLEIN OAK LANE FOR 0.4 KM
 BL2001'(0.25 MI) TO THE STATION ON THE LEFT JUST INSIDE A GATE TO STUDENT
 BL2001'PARKING AREA.
 BL2001'
 BL2001'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BL2001'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 BL2001'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 BL2001'LOGO CAP
 BL2001'STAMPED---HGCSD 1 1986---,
 BL2001'THE ROD IS RECESSED 8 CM BELOW THE GROUND.  LOCATED
 BL2001'12.2 METERS (40.0 FT) NORTH FROM THE NORTH EDGE OF KLEIN OAK LANE,
 BL2001'2.8 METERS (9.2 FT) EAST OF A WITNESS POST IN A NORTH-SOUTH CHAIN
 BL2001'LINK FENCE AND 1.0 METERS (3.2 FT) WEST OF THE WEST CURB OF A
 BL2001'DRIVEWAY LEADING INTO STUDENT PARKING AREA.
 BL2001'
 BL2001'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 BL2001'
 BL2001'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BL2001'
 BL2001'DESCRIBED BY D.R. LOKKEN.
 BL2001
 BL2001                          STATION RECOVERY (1994)
 BL2001
 BL2001'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 BL2001'RECOVERED AS DESCRIBED.
 BL2001
 BL2001                          STATION RECOVERY (2004)
 BL2001
 BL2001'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BL2001'RECOVERED IN GOOD CONDITION.
 BL2001
 BL2001                          STATION RECOVERY (2004)
 BL2001
 BL2001'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BL2001'RECOVERED IN GOOD CONDITION.
 BL2001
 BL2001                          STATION RECOVERY (2005)
 BL2001
 BL2001'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL2001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5670 ***********************************************************************
 AW5670  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5670  DESIGNATION -  HGCSD 40
 AW5670  PID         -  AW5670
 AW5670  STATE/COUNTY-  TX/HARRIS
 AW5670  USGS QUAD   -  PASADENA (1995)
 AW5670
 AW5670                         *CURRENT SURVEY CONTROL
 AW5670  ___________________________________________________________________
 AW5670* NAD 83(1993)-  29 42 37.39213(N)    095 12 54.75690(W)     ADJUSTED  
 AW5670* NAVD 88     -         4.52   (meters)      14.8    (feet)  GPS OBS   
 AW5670  ___________________________________________________________________
 AW5670  X           -    -503,952.564 (meters)                     COMP
 AW5670  Y           -  -5,521,267.042 (meters)                     COMP
 AW5670  Z           -   3,142,519.481 (meters)                     COMP
 AW5670  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW5670  ELLIP HEIGHT-         -22.68  (meters)          (12/03/01) GPS OBS
 AW5670  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW5670  DYNAMIC HT  -           4.52  (meters)      14.8   (feet)  COMP
 AW5670  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 AW5670
 AW5670  HORZ ORDER  -  FIRST
 AW5670  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5670  ELLP ORDER  -  FOURTH    CLASS II
 AW5670
 AW5670.The horizontal coordinates were established by GPS observations
 AW5670.and adjusted by the National Geodetic Survey in December 2001..
 AW5670
 AW5670.The orthometric height was determined by GPS observations and a
 AW5670.high-resolution geoid model using precise GPS observation and
 AW5670.processing techniques. It supersedes the leveled height previously
 AW5670.determined for this station.
 AW5670.The vertical order pertains to the first NAVD 88 superseded value.
 AW5670
 AW5670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5670
 AW5670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5670
 AW5670.The ellipsoidal height was determined by GPS observations
 AW5670.and is referenced to NAD 83.
 AW5670
 AW5670.The geoid height was determined by GEOID03.
 AW5670
 AW5670.The dynamic height is computed by dividing the NAVD 88
 AW5670.geopotential number by the normal gravity value computed on the
 AW5670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5670.degrees latitude (g = 980.6199 gals.).
 AW5670
 AW5670.The modeled gravity was interpolated from observed gravity values.
 AW5670
 AW5670;                    North         East     Units Scale Factor Converg.
 AW5670;SPC TXSC     - 4,213,953.321   966,129.808   MT  0.99988464   +1 51 15.2
 AW5670;SPC TXSC     -13,825,278.52  3,169,710.88   sFT  0.99988464   +1 51 15.2
 AW5670;UTM  15      - 3,288,748.371   285,703.098   MT  1.00016665   -1 05 53.9
 AW5670
 AW5670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5670!SPC TXSC     -   1.00000356  x   0.99988464  =   0.99988820
 AW5670!UTM  15      -   1.00000356  x   1.00016665  =   1.00017021
 AW5670
 AW5670                          SUPERSEDED SURVEY CONTROL
 AW5670
 AW5670  ELLIP H (10/25/00)  -22.71   (m)                       GP(       ) 4 1
 AW5670  NAD 83(1993)-  29 42 37.39239(N)    095 12 54.75608(W) AD(       ) 1
 AW5670  ELLIP H (10/17/96)  -22.59   (m)                       GP(       ) 3 1
 AW5670  NAD 83(1993)-  29 42 37.39126(N)    095 12 54.75523(W) AD(       ) 1
 AW5670  ELLIP H (02/16/96)  -22.74   (m)                       GP(       ) 5 1
 AW5670  NAD 83(1986)-  29 42 37.40589(N)    095 12 54.73689(W) AD(       ) 1
 AW5670  NAVD 88 (06/15/91)    4.442  (m)           14.57   (f) ADJUSTED    1 2
 AW5670  NGVD 29 (12/23/87)    4.439  (m)           14.56   (f) ADJUSTED    1 2
 AW5670
 AW5670.Superseded values are not recommended for survey control.
 AW5670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5670.See file dsdata.txt to determine how the superseded data were derived.
 AW5670
 AW5670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8570388748(NAD 83)
 AW5670_MARKER: I = METAL ROD
 AW5670_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5670_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5670_STAMPING: HGCSD 40 1986
 AW5670_MARK LOGO: NGS   
 AW5670_PROJECTION: RECESSED 4 CENTIMETERS
 AW5670_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5670+STABILITY: POSITION/ELEVATION WELL
 AW5670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5670+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 AW5670_ROD/PIPE-DEPTH: 10.4 meters
 AW5670_SLEEVE-DEPTH  : 6.1 meters
 AW5670
 AW5670  HISTORY     - Date     Condition        Report By
 AW5670  HISTORY     - 1986     MONUMENTED       NGS
 AW5670  HISTORY     - 1987     GOOD             NGS
 AW5670  HISTORY     - 19941209 GOOD             HGCSD
 AW5670  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW5670  HISTORY     - 20041209 GOOD             USPSQD
 AW5670
 AW5670                          STATION DESCRIPTION
 AW5670
 AW5670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5670'0.5 KM (0.3 MI) EAST FROM PASADENA.
 AW5670'0.5 KM (0.3 MI) EAST ALONG AN ACCESS ROAD WHICH PARALLELS THE PASADENA
 AW5670'FREEWAY (STATE HIGHWAY 225) FROM THE INTERSECTION OF RICHEY STREET IN
 AW5670'PASADENA TO THE JUNCTION OF MEMORIAL PARK DRIVE AND THE MARK ON THE
 AW5670'RIGHT, IN A GRASS MEDIAN BETWEEN A PARKING LOT AND A CHAIN LINK FENCE
 AW5670'AROUND AN ATHLETIC FIELD AT THE PASADENA HIGH SCHOOL, 13.96 METERS
 AW5670'(45.8 FT) SOUTH OF ACCESS ROAD CURB, 32.61 METERS (107.0 FT) NORTHEAST
 AW5670'OF THE CENTER OF MEMORIAL PARK DRIVE, 21.64 METERS (71.0 FT) SOUTHEAST
 AW5670'OF A SECURITY LIGHT AT THE NORTHWEST CORNER OF THE PARKING LOT,
 AW5670'1.89 METERS (6.2 FT) SOUTH OF THE PARKING LOT CURB, 1.10 METERS
 AW5670'(3.6 FT) NORTH OF THE CHAIN LINK FENCE.  NOTE--ACCESS TO DATUM POINT
 AW5670'IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5670'THE MARK IS 1.05 METERS  N FROM  A WITNESS POST
 AW5670'THE MARK IS 0.40 M ABOVE PARKING LOT.
 AW5670
 AW5670                          STATION RECOVERY (1987)
 AW5670
 AW5670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5670'THE STATION IS LOCATED IN PASADENA, NEAR THE NORTHWEST CORNER OF
 AW5670'PROPERTY OF THE PASADENA HIGH SCHOOL.
 AW5670'OWNERSHIP--
 AW5670'PASADENA HIGH SCHOOL, MR TOM HANCOCK, PRINCIPAL, 206 SOUTH SHAVER,
 AW5670'PASADENA TX 77506, PHONE 713-477-1501.
 AW5670'
 AW5670'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHMORE AVENUE AND
 AW5670'MAIN STREET ON THE WEST SIDE OF PASADENA, GO NORTHERLY ON MAIN
 AW5670'STREET FOR 1.9 KM (1.15 MI) TO A CROSSROAD.  TURN LEFT AND GO
 AW5670'WESTERLY ON BROADWAY STREET FOR 0.2 KM (0.15 MI) TO A
 AW5670'T-INTERSECTION.  TURN LEFT AND GO SOUTHERLY ON SHAVER STREET FOR
 AW5670'30.5 METERS (100 FT) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 AW5670'WESTERLY ON WEST BROADWAY STREET FOR 0.3 KM (0.2 MI) TO THE END OF
 AW5670'WEST BROADWAY STREET.  TURN RIGHT AND GO NORTH ON MEMORIAL PARK
 AW5670'DRIVE FOR 0.2 KM (0.15 MI) TO THE NORTHWEST CORNER OF THE PASADENA
 AW5670'HIGH SCHOOL AND THE STATION ON THE RIGHT.
 AW5670'
 AW5670'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5670'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5670'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5670'LOGO CAP STAMPED---HGCSD 40 1986---, THE ROD IS RECESSED 5 CM BELOW
 AW5670'THE GROUND SURFACE.  LOCATED 32.0 METERS (105.0 FT) EAST OF THE
 AW5670'CENTER OF MEMORIAL PARK DRIVE, 21.7 METERS (71.2 FT) SOUTHEAST OF A
 AW5670'LAMP POLE IN THE NORTHWEST CORNER OF A NARROW PARKING LOT, 1.8
 AW5670'METERS (6.0 FT) SOUTH OF THE SOUTH CURB OF THE PARKING LOT, 1.1
 AW5670'METERS (3.7 FT) NORTH OF AN EAST-WEST CHAINLINK FENCE AND 1.1
 AW5670'METERS (3.6 FT) NORTH OF A CARSONITE WITNESS POST.
 AW5670'
 AW5670'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5670'
 AW5670'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5670'
 AW5670'DESCRIBED BY P.C. OSLEY.
 AW5670
 AW5670                          STATION RECOVERY (1994)
 AW5670
 AW5670'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5670'RECOVERED AS DESCRIBED.
 AW5670
 AW5670                          STATION RECOVERY (1999)
 AW5670
 AW5670'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5670'MARK NOT FOUND.
 AW5670
 AW5670                          STATION RECOVERY (2004)
 AW5670
 AW5670'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5671 ***********************************************************************
 AW5671  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5671  DESIGNATION -  HGCSD 41
 AW5671  PID         -  AW5671
 AW5671  STATE/COUNTY-  TX/HARRIS
 AW5671  USGS QUAD   -  PASADENA (1995)
 AW5671
 AW5671                         *CURRENT SURVEY CONTROL
 AW5671  ___________________________________________________________________
 AW5671* NAD 83(1993)-  29 42 36.57262(N)    095 09 33.09747(W)     ADJUSTED  
 AW5671* NAVD 88     -         8.34   (meters)      27.4    (feet)  GPS OBS   
 AW5671  ___________________________________________________________________
 AW5671  X           -    -498,555.756 (meters)                     COMP
 AW5671  Y           -  -5,521,772.872 (meters)                     COMP
 AW5671  Z           -   3,142,499.462 (meters)                     COMP
 AW5671  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AW5671  ELLIP HEIGHT-         -18.85  (meters)          (12/03/01) GPS OBS
 AW5671  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW5671  DYNAMIC HT  -           8.33  (meters)      27.3   (feet)  COMP
 AW5671  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AW5671
 AW5671  HORZ ORDER  -  FIRST
 AW5671  VERT ORDER  -  THIRD (See Below)
 AW5671  ELLP ORDER  -  FOURTH    CLASS II
 AW5671
 AW5671.The horizontal coordinates were established by GPS observations
 AW5671.and adjusted by the National Geodetic Survey in December 2001..
 AW5671
 AW5671.The orthometric height was determined by GPS observations and a
 AW5671.high-resolution geoid model using precise GPS observation and
 AW5671.processing techniques. It supersedes the leveled height previously
 AW5671.determined for this station.
 AW5671.The vertical order pertains to the first NAVD 88 superseded value.
 AW5671
 AW5671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5671
 AW5671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5671
 AW5671.The ellipsoidal height was determined by GPS observations
 AW5671.and is referenced to NAD 83.
 AW5671
 AW5671.The geoid height was determined by GEOID03.
 AW5671
 AW5671.The dynamic height is computed by dividing the NAVD 88
 AW5671.geopotential number by the normal gravity value computed on the
 AW5671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5671.degrees latitude (g = 980.6199 gals.).
 AW5671
 AW5671.The modeled gravity was interpolated from observed gravity values.
 AW5671
 AW5671;                    North         East     Units Scale Factor Converg.
 AW5671;SPC TXSC     - 4,214,104.768   971,547.581   MT  0.99988461   +1 52 54.0
 AW5671;SPC TXSC     -13,825,775.39  3,187,485.69   sFT  0.99988461   +1 52 54.0
 AW5671;UTM  15      - 3,288,620.538   291,122.931   MT  1.00013835   -1 04 13.8
 AW5671
 AW5671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5671!SPC TXSC     -   1.00000296  x   0.99988461  =   0.99988757
 AW5671!UTM  15      -   1.00000296  x   1.00013835  =   1.00014131
 AW5671
 AW5671|---------------------------------------------------------------------|
 AW5671| PID    Reference Object                     Distance      Geod. Az  |
 AW5671|                                                           dddmmss.s |
 AW5671| AW1723 B 1147                              203.605 METERS 33108     |
 AW5671|---------------------------------------------------------------------|
 AW5671
 AW5671                          SUPERSEDED SURVEY CONTROL
 AW5671
 AW5671  ELLIP H (10/25/00)  -18.88   (m)                       GP(       ) 4 1
 AW5671  NAD 83(1993)-  29 42 36.57326(N)    095 09 33.09601(W) AD(       ) 1
 AW5671  ELLIP H (10/17/96)  -18.75   (m)                       GP(       ) 3 1
 AW5671  NAD 83(1993)-  29 42 36.57225(N)    095 09 33.09581(W) AD(       ) 1
 AW5671  ELLIP H (02/16/96)  -18.93   (m)                       GP(       ) 5 1
 AW5671  NAD 83(1986)-  29 42 36.58699(N)    095 09 33.07750(W) AD(       ) 1
 AW5671  NAVD 88 (09/11/96)    8.298  (m)           27.22   (f) ADJUSTED    1 2
 AW5671  NAVD 88 (06/15/91)    8.277  (m)           27.16   (f) UNKNOWN     1 2
 AW5671  NGVD 29 (12/23/87)    8.274  (m)           27.15   (f) ADJUSTED    1 2
 AW5671
 AW5671.Superseded values are not recommended for survey control.
 AW5671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5671.See file dsdata.txt to determine how the superseded data were derived.
 AW5671
 AW5671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9112388621(NAD 83)
 AW5671_MARKER: I = METAL ROD
 AW5671_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5671_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5671_STAMPING: HGCSD 41 1986
 AW5671_MARK LOGO: NGS   
 AW5671_PROJECTION: RECESSED 2 CENTIMETERS
 AW5671_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5671+STABILITY: POSITION/ELEVATION WELL
 AW5671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5671+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 AW5671_ROD/PIPE-DEPTH: 10.4 meters
 AW5671_SLEEVE-DEPTH  : 6.1 meters
 AW5671
 AW5671  HISTORY     - Date     Condition        Report By
 AW5671  HISTORY     - 1986     MONUMENTED       NGS
 AW5671  HISTORY     - 1987     GOOD             NGS
 AW5671  HISTORY     - 19941209 GOOD             HGCSD
 AW5671  HISTORY     - 19951109 GOOD             CHANCE
 AW5671  HISTORY     - 20031118 GOOD             LJA
 AW5671
 AW5671                          STATION DESCRIPTION
 AW5671
 AW5671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5671'5.0 KM (3.1 MI) NW FROM DEER PARK.
 AW5671'1.35 KM (0.85 MI) NORTH ALONG CENTER STREET FROM THE CITY HALL IN DEER
 AW5671'PARK, THENCE 3.45 KM (2.15 MI) WEST ALONG STATE HIGHWAY 225 TO THE
 AW5671'PASADENA WASTE WATER TREATMENT DISPOSAL PLANT ON THE LEFT ON EASTBOUND
 AW5671'ACCESS ROAD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED ROAD AND
 AW5671'INSIDE THE DISPOSAL PLANT TO THE END OF THE ROAD AND THE MARK ON THE
 AW5671'RIGHT, AT THE REAR OF TWO LARGE TANKS AND NEAR A SMALL METAL BUILDING
 AW5671'MAINTAINED BY USGS WHICH HOUSES THE PASADENA EXTENSOMETER STATION 2831
 AW5671'AT THE SOUTHEAST CORNER OF THE DISPOSAL PLANT, 12.59 METERS (41.3 FT)
 AW5671'WEST OF A CHAIN LINK FENCE, 7.19 METERS (23.6 FT) NORTH OF A CHAIN
 AW5671'LINK FENCE, 6.70 METERS (22.0 FT) EAST OF THE SOUTHEAST CORNER OF THE
 AW5671'CONCRETE FOUNDATION OF THE SMALL METAL BUILDING FOR EXTENSOMETER
 AW5671'STATION.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5671'CAP.
 AW5671
 AW5671                          STATION RECOVERY (1987)
 AW5671
 AW5671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5671'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF PASADENA, NEAR
 AW5671'THE SOUTHEAST CORNER OF THE PROPERTY OF THE PASADENA WASTE WATER
 AW5671'TREATMENT PLANT.
 AW5671'OWNERSHIP--PASADENA WATER WORKS, DAVID MALTSBERGER, PLANT MANAGER,
 AW5671'1211 SOUTHMORE AVENUE, PASADENA TX 77502, PHONE 713-477-5856.
 AW5671'
 AW5671'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHMORE AVENUE AND
 AW5671'SOUTH AVENUE ON THE EAST SIDE OF PASADENA, GO NORTHERLY ON SOUTH
 AW5671'AVENUE FOR 2.2 KM (1.35 MI) TO THE PASADENA FREEWAY.  TURN RIGHT
 AW5671'AND GO EAST ON PASADENA FREEWAY FRONTAGE ROAD FOR 1.0 KM (0.6 MI)
 AW5671'TO THE ENTRANCE DRIVE OF THE WATER TREATMENT PLANT.  TURN RIGHT AND
 AW5671'GO SOUTHERLY THEN EASTERLY FOR 0.2 KM (0.15 MI) TO THE SOUTHEAST
 AW5671'CORNER OF THE PROPERTY AND THE STATION STRAIGHT AHEAD.
 AW5671'
 AW5671'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5671'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5671'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5671'LOGO CAP STAMPED---HGCSD 41 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5671'THE GROUND SURFACE.  LOCATED 29.2 METERS (95.9 FT) SOUTH OF AN
 AW5671'8-INCH ELBOW GOING DOWN INTO THE GROUND ON THE SOUTH SIDE OF THE
 AW5671'SOUTHEAST WATER TANK, 12.6 METERS (41.2 FT) WEST OF A NORTH-SOUTH
 AW5671'FENCELINE, 7.1 METERS (23.3 FT) NORTH OF A EAST-WEST FENCELINE AND
 AW5671'6.3 METERS (20.6 FT) EAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 AW5671'BASE OF THE PASADENA EXTENSOMETER WELL.
 AW5671'
 AW5671'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5671'
 AW5671'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5671'
 AW5671'DESCRIBED BY P.C. OSLEY.
 AW5671
 AW5671                          STATION RECOVERY (1994)
 AW5671
 AW5671'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5671'RECOVERED AS DESCRIBED.
 AW5671
 AW5671                          STATION RECOVERY (1995)
 AW5671
 AW5671'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5671'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDTIONAL TIES FOLLOW. 13.8
 AW5671'M (45.3 FT) WEST OF THE SOUTHEAST FENCE CORNER OF THE COMPOUND. 5.2 M
 AW5671'(17.1 FT) NORTHWEST OF THE SOUTHERNMOST OF 5 WELL HEADS.  3.8 M (12.5
 AW5671'FT) SOUTH OF THE SECOND WELL HEAD.  11.2 M (36.7 FT) WEST OF A UTILITY
 AW5671'POLE.
 AW5671
 AW5671                          STATION RECOVERY (2003)
 AW5671
 AW5671'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 AW5671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5675 ***********************************************************************
 AW5675  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5675  DESIGNATION -  HGCSD 42
 AW5675  PID         -  AW5675
 AW5675  STATE/COUNTY-  TX/HARRIS
 AW5675  USGS QUAD   -  LA PORTE (1982)
 AW5675
 AW5675                         *CURRENT SURVEY CONTROL
 AW5675  ___________________________________________________________________
 AW5675* NAD 83(1993)-  29 42 05.54563(N)    095 03 59.51117(W)     ADJUSTED  
 AW5675* NAVD 88     -         7.97   (meters)      26.1    (feet)  GPS OBS   
 AW5675  ___________________________________________________________________
 AW5675  X           -    -489,666.680 (meters)                     COMP
 AW5675  Y           -  -5,523,043.201 (meters)                     COMP
 AW5675  Z           -   3,141,669.482 (meters)                     COMP
 AW5675  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AW5675  ELLIP HEIGHT-         -19.22  (meters)          (12/03/01) GPS OBS
 AW5675  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW5675  DYNAMIC HT  -           7.96  (meters)      26.1   (feet)  COMP
 AW5675  MODELED GRAV-     979,282.6   (mgal)                       NAVD 88
 AW5675
 AW5675  HORZ ORDER  -  FIRST
 AW5675  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5675  ELLP ORDER  -  FOURTH    CLASS II
 AW5675
 AW5675.The horizontal coordinates were established by GPS observations
 AW5675.and adjusted by the National Geodetic Survey in December 2001..
 AW5675
 AW5675.The orthometric height was determined by GPS observations and a
 AW5675.high-resolution geoid model using precise GPS observation and
 AW5675.processing techniques. It supersedes the leveled height previously
 AW5675.determined for this station.
 AW5675.The vertical order pertains to the first NAVD 88 superseded value.
 AW5675
 AW5675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5675
 AW5675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5675
 AW5675.The ellipsoidal height was determined by GPS observations
 AW5675.and is referenced to NAD 83.
 AW5675
 AW5675.The geoid height was determined by GEOID03.
 AW5675
 AW5675.The dynamic height is computed by dividing the NAVD 88
 AW5675.geopotential number by the normal gravity value computed on the
 AW5675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5675.degrees latitude (g = 980.6199 gals.).
 AW5675
 AW5675.The modeled gravity was interpolated from observed gravity values.
 AW5675
 AW5675;                    North         East     Units Scale Factor Converg.
 AW5675;SPC TXSC     - 4,213,448.003   980,540.278   MT  0.99988364   +1 55 37.4
 AW5675;SPC TXSC     -13,823,620.66  3,216,989.23   sFT  0.99988364   +1 55 37.4
 AW5675;UTM  15      - 3,287,501.307   300,071.948   MT  1.00009320   -1 01 27.4
 AW5675
 AW5675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5675!SPC TXSC     -   1.00000302  x   0.99988364  =   0.99988666
 AW5675!UTM  15      -   1.00000302  x   1.00009320  =   1.00009622
 AW5675
 AW5675                          SUPERSEDED SURVEY CONTROL
 AW5675
 AW5675  ELLIP H (10/25/00)  -19.23   (m)                       GP(       ) 4 1
 AW5675  NAD 83(1993)-  29 42 05.54606(N)    095 03 59.51016(W) AD(       ) 1
 AW5675  ELLIP H (10/17/96)  -19.11   (m)                       GP(       ) 3 1
 AW5675  NAD 83(1993)-  29 42 05.54533(N)    095 03 59.50991(W) AD(       ) 1
 AW5675  ELLIP H (02/16/96)  -19.38   (m)                       GP(       ) 5 1
 AW5675  ELLIP H (01/21/93)  -19.45   (m)                       GP(       ) 4 2
 AW5675  NAD 83(1986)-  29 42 05.56003(N)    095 03 59.49128(W) AD(       ) 1
 AW5675  NAVD 88 (06/15/91)    7.963  (m)           26.13   (f) ADJUSTED    1 2
 AW5675  NGVD 29 (12/23/87)    7.960  (m)           26.12   (f) ADJUSTED    1 2
 AW5675
 AW5675.Superseded values are not recommended for survey control.
 AW5675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5675.See file dsdata.txt to determine how the superseded data were derived.
 AW5675
 AW5675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0007287501(NAD 83)
 AW5675_MARKER: I = METAL ROD
 AW5675_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5675_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5675_STAMPING: HGCSD 42 1986
 AW5675_MARK LOGO: NGS   
 AW5675_PROJECTION: RECESSED 2 CENTIMETERS
 AW5675_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5675+STABILITY: POSITION/ELEVATION WELL
 AW5675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5675+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 AW5675_ROD/PIPE-DEPTH: 10.4 meters
 AW5675_SLEEVE-DEPTH  : 7.3 meters
 AW5675
 AW5675  HISTORY     - Date     Condition        Report By
 AW5675  HISTORY     - 1986     MONUMENTED       NGS
 AW5675  HISTORY     - 1987     GOOD             NGS
 AW5675  HISTORY     - 19941209 GOOD             HGCSD
 AW5675  HISTORY     - 20031127 GOOD             USPSQD
 AW5675
 AW5675                          STATION DESCRIPTION
 AW5675
 AW5675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5675'7.8 KM (4.85 MI) NW FROM DEER PARK.
 AW5675'1.35 KM (0.85 MI) NORTH ALONG CENTER STREET FROM THE CITY HALL IN DEER
 AW5675'PARK, THENCE 6.0 KM (3.7 MI) EAST ALONG STATE HIGHWAY 225 TO THE
 AW5675'JUNCTION OF MILLER CUTOFF ROAD, THENCE 0.5 KM (0.3 MI) NORTH ALONG
 AW5675'MILLER CUTOFF ROAD TO DRAGO SUPPLY COMPANY AND THE MARK ON THE RIGHT
 AW5675'INSIDE A SECURITY FENCE IN THE SOUTHEAST ANGLE OF MILLER CUTOFF ROAD
 AW5675'AND STRANGE ROAD, 29.41 METERS (96.5 FT) EAST OF THE CENTERLINE OF
 AW5675'MILLER CUTOFF ROAD, 32.31 METERS (106.0 FT) WEST-NORTHWEST OF THE
 AW5675'SOUTHWEST CORNER OF THE BUILDING, 5.49 METERS (18.0 FT) EAST OF A
 AW5675'CHAIN LINK FENCE, 2.10 METERS (6.9 FT) WEST OF THE WEST EDGE OF A
 AW5675'PARKING AREA, 1.49 METERS (4.9 FT) NORTH OF THE NORTH EDGE OF THE
 AW5675'DRIVEWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5675'CAP.
 AW5675'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 AW5675
 AW5675                          STATION RECOVERY (1987)
 AW5675
 AW5675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5675'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI)
 AW5675'EAST-SOUTHEAST OF HOUSTON, 8.0 KM (5.0 MI) WEST-SOUTHWEST OF
 AW5675'BAYTOWN, 6.4 KM (4.0 MI) NORTHWEST OF LA PORTE AND ON PROPERTY OF
 AW5675'THE DRAGO SUPPLY COMPANY.
 AW5675'OWNERSHIP--SAM P DRAGO, 430 MILLER CUTOFF ROAD, LA PORTE TX
 AW5675'77571, PHONE 713-471-7026.
 AW5675'
 AW5675'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 225 AND
 AW5675'STATE HIGHWAY 134 WHICH IS ABOUT 8.0 KM (5.0 MI) NORTHWEST OF LA
 AW5675'PORTE, GO EASTERLY ON STATE HIGHWAY 225 FOR 2.6 KM (1.6 MI) TO A
 AW5675'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON MILLER CUTOFF ROAD FOR
 AW5675'0.6 KM (0.35 MI) TO THE ENTRANCE DRIVE TO THE DRAGO SUPPLY COMPANY
 AW5675'AND THE STATION JUST INSIDE THE FENCE AROUND PROPERTY.
 AW5675'
 AW5675'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5675'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5675'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5675'LOGO CAP STAMPED---HGCSD 42 1986---, THE ROD IS RECESSED 10 CM
 AW5675'BELOW THE GROUND SURFACE.  LOCATED 29.6 METERS (97.0 FT) EAST OF
 AW5675'THE CENTERLINE OF MILLER CUTOFF ROAD, 5.7 METERS (18.6 FT) EAST OF
 AW5675'A NORTH-SOUTH FENCELINE, 2.0 METERS (6.7 FT) WEST OF THE WEST EDGE
 AW5675'OF THE CONCRETE PARKING LOT AND 1.4 METERS (4.5 FT) NORTH OF THE
 AW5675'NORTH EDGE OF THE CONCRETE ENTRANCE DRIVE.
 AW5675'
 AW5675'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5675'
 AW5675'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5675'
 AW5675'DESCRIBED BY P.C. OSLEY.
 AW5675
 AW5675                          STATION RECOVERY (1994)
 AW5675
 AW5675'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5675'RECOVERED AS DESCRIBED.
 AW5675
 AW5675                          STATION RECOVERY (2003)
 AW5675
 AW5675'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5675' 
 AW5675' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5662 ***********************************************************************
 AW5662  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5662  DESIGNATION -  HGCSD 43
 AW5662  PID         -  AW5662
 AW5662  STATE/COUNTY-  TX/HARRIS
 AW5662  USGS QUAD   -  MORGANS POINT (1993)
 AW5662
 AW5662                         *CURRENT SURVEY CONTROL
 AW5662  ___________________________________________________________________
 AW5662* NAD 83(1993)-  29 42 49.46659(N)    094 59 06.46356(W)     ADJUSTED  
 AW5662* NAVD 88     -         3.33   (meters)      10.9    (feet)  GPS OBS   
 AW5662  ___________________________________________________________________
 AW5662  X           -    -481,760.819 (meters)                     COMP
 AW5662  Y           -  -5,523,061.628 (meters)                     COMP
 AW5662  Z           -   3,142,841.795 (meters)                     COMP
 AW5662  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AW5662  ELLIP HEIGHT-         -23.87  (meters)          (12/03/01) GPS OBS
 AW5662  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW5662  DYNAMIC HT  -           3.33  (meters)      10.9   (feet)  COMP
 AW5662  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW5662
 AW5662  HORZ ORDER  -  FIRST
 AW5662  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5662  ELLP ORDER  -  FOURTH    CLASS II
 AW5662
 AW5662.The horizontal coordinates were established by GPS observations
 AW5662.and adjusted by the National Geodetic Survey in December 2001..
 AW5662
 AW5662.The orthometric height was determined by GPS observations and a
 AW5662.high-resolution geoid model using precise GPS observation and
 AW5662.processing techniques. It supersedes the leveled height previously
 AW5662.determined for this station.
 AW5662.The vertical order pertains to the first NAVD 88 superseded value.
 AW5662
 AW5662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5662
 AW5662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5662
 AW5662.The ellipsoidal height was determined by GPS observations
 AW5662.and is referenced to NAD 83.
 AW5662
 AW5662.The geoid height was determined by GEOID03.
 AW5662
 AW5662.The dynamic height is computed by dividing the NAVD 88
 AW5662.geopotential number by the normal gravity value computed on the
 AW5662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5662.degrees latitude (g = 980.6199 gals.).
 AW5662
 AW5662.The modeled gravity was interpolated from observed gravity values.
 AW5662
 AW5662;                    North         East     Units Scale Factor Converg.
 AW5662;SPC TXSC     - 4,215,067.029   988,365.985   MT  0.99988502   +1 58 01.0
 AW5662;SPC TXSC     -13,828,932.41  3,242,664.07   sFT  0.99988502   +1 58 01.0
 AW5662;UTM  15      - 3,288,715.497   307,972.132   MT  1.00005499   -0 59 03.4
 AW5662
 AW5662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5662!SPC TXSC     -   1.00000375  x   0.99988502  =   0.99988877
 AW5662!UTM  15      -   1.00000375  x   1.00005499  =   1.00005874
 AW5662
 AW5662                          SUPERSEDED SURVEY CONTROL
 AW5662
 AW5662  ELLIP H (10/25/00)  -23.87   (m)                       GP(       ) 4 1
 AW5662  NAD 83(1993)-  29 42 49.46768(N)    094 59 06.46316(W) AD(       ) 1
 AW5662  ELLIP H (10/17/96)  -23.74   (m)                       GP(       ) 3 1
 AW5662  NAD 83(1993)-  29 42 49.46678(N)    094 59 06.46416(W) AD(       ) 1
 AW5662  ELLIP H (02/16/96)  -23.91   (m)                       GP(       ) 5 1
 AW5662  ELLIP H (01/21/93)  -23.98   (m)                       GP(       ) 4 2
 AW5662  NAD 83(1986)-  29 42 49.48121(N)    094 59 06.44568(W) AD(       ) 1
 AW5662  NAVD 88 (06/15/91)    3.389  (m)           11.12   (f) ADJUSTED    1 2
 AW5662  NGVD 29 (12/23/87)    3.386  (m)           11.11   (f) ADJUSTED    1 2
 AW5662
 AW5662.Superseded values are not recommended for survey control.
 AW5662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5662.See file dsdata.txt to determine how the superseded data were derived.
 AW5662
 AW5662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0797288715(NAD 83)
 AW5662_MARKER: I = METAL ROD
 AW5662_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5662_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5662_STAMPING: HGCSD 43 1986
 AW5662_MARK LOGO: NGS   
 AW5662_PROJECTION: FLUSH
 AW5662_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5662+STABILITY: POSITION/ELEVATION WELL
 AW5662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5662+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2005
 AW5662_ROD/PIPE-DEPTH: 17.0 meters
 AW5662_SLEEVE-DEPTH  : 6.1 meters
 AW5662
 AW5662  HISTORY     - Date     Condition        Report By
 AW5662  HISTORY     - 1986     MONUMENTED       NGS
 AW5662  HISTORY     - 1987     GOOD             NGS
 AW5662  HISTORY     - 19880420 GOOD             NGS
 AW5662  HISTORY     - 19940219 GOOD             USPSQD
 AW5662  HISTORY     - 19941130 GOOD             HGCSD
 AW5662  HISTORY     - 20051222 GOOD             USCG
 AW5662
 AW5662                          STATION DESCRIPTION
 AW5662
 AW5662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5662'2.2 KM (1.35 MI) SOUTH FROM BAYTOWN.
 AW5662'0.25 KM (0.15 MI) EAST ALONG WEST DEFEE STREET FROM THE POST OFFICE IN
 AW5662'BAYTOWN, THENCE 1.3 KM (0.8 MI) SOUTH ALONG MAIN STREET, THENCE 0.8 KM
 AW5662'(0.5 MI) WEST ALONG WEST MAIN STREET, THENCE 0.7 KM (0.45 MI) SOUTH
 AW5662'ALONG LEE DRIVE, THENCE 0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 146
 AW5662'TO THE JUNCTION OF DELTA DRIVE LEADING NORTH INTO DELTA BREEZE MOBILE
 AW5662'HOME PARK AND THE MARK ON THE RIGHT, AT THE SOUTHWEST CORNER OF THE
 AW5662'PROPERTY, 23.6 METERS (77.4 FT) NORTH OF THE CENTERLINE OF THE
 AW5662'WESTBOUND LANES OF THE HIGHWAY, 15.0 METERS (49.2 FT) WEST OF THE
 AW5662'CENTER OF DELTA DRIVE, 6.6 METERS (21.7 FT) NORTHWEST OF A FIRE
 AW5662'HYDRANT, 2.7 METERS (8.9 FT) EAST OF A WOOD FENCE, 2.1 METERS (6.9 FT)
 AW5662'SOUTHWEST OF A VENT PIPE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 AW5662'A 5-INCH LOGO CAP.
 AW5662'THE MARK IS 2.6 METERS  E FROM  A WITNESS POST
 AW5662'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AW5662
 AW5662                          STATION RECOVERY (1987)
 AW5662
 AW5662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5662'THE STATION IS LOCATED ABOUT 37.0 KM (23.0 MI)
 AW5662'EAST OF HOUSTON, 17.7 KM (11.0 MI) SOUTHWEST OF MONT BELVIEU, 8.0
 AW5662'KM (5.0 MI) NORTH-NORTHEAST OF LA PORTE, 4.0 KM (2.5 MI) SOUTHWEST
 AW5662'OF BAYTOWN AND ON PROPERTY OF THE DELTA BREEZE MOBILE HOME AND RV
 AW5662'PARK.
 AW5662'OWNERSHIP--LAFERN WILKINS, 1800 SOUTH HIGHWAY 146, BAYTOWN TX 77520,
 AW5662'PHONE 713-428-7003.
 AW5662'
 AW5662'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 146 AND
 AW5662'TEXAS AVENUE ON THE SOUTHWEST SIDE OF BAYTOWN, GO SOUTHWEST ON
 AW5662'STATE HIGHWAY 146 FOR 3.1 KM (1.95 MI) TO THE ENTRANCE TO THE PARK
 AW5662'AND THE STATION ON LEFT SIDE OF ENTRANCE DRIVE.
 AW5662'
 AW5662'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5662'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5662'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5662'LOGO CAP STAMPED---HGCSD 45 1986---, THE ROD IS RECESSED 10 CM
 AW5662'BELOW THE GROUND.  LOCATED 24.1 METERS (79.0 FT) NORTH OF THE
 AW5662'CENTERLINE OF THE WESTBOUND LANE OF STATE HIGHWAY 146, 15.1 METERS
 AW5662'(49.5 FT) WEST OF THE CENTER OF DELTA DRIVE, 6.7 METERS (22.1 FT)
 AW5662'WEST-NORTHWEST OF A FIRE HYDRANT, 2.7 METERS (8.8 FT) EAST OF A
 AW5662'NORTH-SOUTH BOARD FENCE AND 2.6 METERS (8.4 FT) EAST OF A CARSONITE
 AW5662'WITNESS POST.
 AW5662'
 AW5662'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5662'
 AW5662'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5662'
 AW5662'DESCRIBED BY P.C. OSLEY.
 AW5662
 AW5662                          STATION RECOVERY (1988)
 AW5662
 AW5662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AW5662'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AW5662'RECOVERED BY R.D.B.
 AW5662
 AW5662                          STATION RECOVERY (1994)
 AW5662
 AW5662'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5662'RECOVERED IN GOOD CONDITION.
 AW5662
 AW5662                          STATION RECOVERY (1994)
 AW5662
 AW5662'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5662'RECOVERED AS DESCRIBED.
 AW5662
 AW5662                          STATION RECOVERY (2005)
 AW5662
 AW5662'RECOVERY NOTE BY US COAST GUARD 2005 (MGS)
 AW5662'DELTA BREEZE MOBILE HOME AND RV PARK NO LONGER AT THE ADDRESS LISTED.
 AW5662'PROPERTY IS NOW OWNED BY ONYX ENVIRONMENTAL SERVICES, 1800 SOUTH
 AW5662'HIGHWAY 146 BAYTOWN, TX 77520, (281) 427-4099. THE STATION IS LOCATED
 AW5662'NEXT TO THE NORTH FENCE ON THE LEFT SIDE OF THE DRIVE WAY IN THE FRONT
 AW5662'YARD AS YOU ENTER FROM HWY 146.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5400 ***********************************************************************
 AW5400  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5400  DESIGNATION -  HGCSD 44
 AW5400  PID         -  AW5400
 AW5400  STATE/COUNTY-  TX/HARRIS
 AW5400  USGS QUAD   -  ALIEF (1995)
 AW5400
 AW5400                         *CURRENT SURVEY CONTROL
 AW5400  ___________________________________________________________________
 AW5400* NAD 83(1993)-  29 37 52.40967(N)    095 30 18.89611(W)     ADJUSTED  
 AW5400* NAVD 88     -        19.90   (meters)      65.3    (feet)  GPS OBS   
 AW5400  ___________________________________________________________________
 AW5400  X           -    -532,313.358 (meters)                     COMP
 AW5400  Y           -  -5,522,982.180 (meters)                     COMP
 AW5400  Z           -   3,134,902.795 (meters)                     COMP
 AW5400  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW5400  ELLIP HEIGHT-          -7.30  (meters)          (12/03/01) GPS OBS
 AW5400  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW5400  DYNAMIC HT  -          19.88  (meters)      65.2   (feet)  COMP
 AW5400  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 AW5400
 AW5400  HORZ ORDER  -  FIRST
 AW5400  VERT ORDER  -  THIRD (See Below)
 AW5400  ELLP ORDER  -  FOURTH    CLASS II
 AW5400
 AW5400.The horizontal coordinates were established by GPS observations
 AW5400.and adjusted by the National Geodetic Survey in December 2001..
 AW5400
 AW5400.The orthometric height was determined by GPS observations and a
 AW5400.high-resolution geoid model using precise GPS observation and
 AW5400.processing techniques. It supersedes the leveled height previously
 AW5400.determined for this station.
 AW5400.The vertical order pertains to the first NAVD 88 superseded value.
 AW5400
 AW5400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5400
 AW5400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5400
 AW5400.The ellipsoidal height was determined by GPS observations
 AW5400.and is referenced to NAD 83.
 AW5400
 AW5400.The geoid height was determined by GEOID03.
 AW5400
 AW5400.The dynamic height is computed by dividing the NAVD 88
 AW5400.geopotential number by the normal gravity value computed on the
 AW5400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5400.degrees latitude (g = 980.6199 gals.).
 AW5400
 AW5400.The modeled gravity was interpolated from observed gravity values.
 AW5400
 AW5400;                    North         East     Units Scale Factor Converg.
 AW5400;SPC TXSC     - 4,204,310.225   938,343.131   MT  0.99987657   +1 42 43.6
 AW5400;SPC TXSC     -13,793,641.13  3,078,547.42   sFT  0.99987657   +1 42 43.6
 AW5400;UTM  15      - 3,280,546.080   257,446.390   MT  1.00032597   -1 14 21.3
 AW5400
 AW5400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5400!SPC TXSC     -   1.00000115  x   0.99987657  =   0.99987772
 AW5400!UTM  15      -   1.00000115  x   1.00032597  =   1.00032712
 AW5400
 AW5400                          SUPERSEDED SURVEY CONTROL
 AW5400
 AW5400  ELLIP H (10/25/00)   -7.25   (m)                       GP(       ) 4 1
 AW5400  NAD 83(1993)-  29 37 52.40973(N)    095 30 18.89466(W) AD(       ) 1
 AW5400  ELLIP H (10/17/96)   -7.12   (m)                       GP(       ) 3 1
 AW5400  NAD 83(1993)-  29 37 52.41014(N)    095 30 18.89504(W) AD(       ) 1
 AW5400  ELLIP H (02/16/96)   -7.15   (m)                       GP(       ) 5 1
 AW5400  ELLIP H (01/21/93)   -7.00   (m)                       GP(       ) 4 2
 AW5400  NAD 83(1986)-  29 37 52.42428(N)    095 30 18.87647(W) AD(       ) 1
 AW5400  NAVD 88 (09/11/96)   19.954  (m)           65.47   (f) ADJUSTED    1 2
 AW5400  NAVD 88 (06/15/91)   20.154  (m)           66.12   (f) UNKNOWN     1 2
 AW5400  NGVD 29 (12/23/87)   20.150  (m)           66.11   (f) ADJUSTED    1 2
 AW5400
 AW5400.Superseded values are not recommended for survey control.
 AW5400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5400.See file dsdata.txt to determine how the superseded data were derived.
 AW5400
 AW5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5744680546(NAD 83)
 AW5400_MARKER: I = METAL ROD
 AW5400_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5400_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5400_STAMPING: HGCSD 44 1986
 AW5400_MARK LOGO: NGS   
 AW5400_PROJECTION: FLUSH
 AW5400_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5400+STABILITY: POSITION/ELEVATION WELL
 AW5400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5400+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1994
 AW5400_ROD/PIPE-DEPTH: 8.5  meters
 AW5400_SLEEVE-DEPTH  : 6.1 meters
 AW5400
 AW5400  HISTORY     - Date     Condition        Report By
 AW5400  HISTORY     - 1986     MONUMENTED       NGS
 AW5400  HISTORY     - 1987     GOOD             NGS
 AW5400  HISTORY     - 19941201 GOOD             HGCSD
 AW5400  HISTORY     - 19951009 GOOD             CHANCE
 AW5400
 AW5400                          STATION DESCRIPTION
 AW5400
 AW5400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5400'4.8 KM (3.0 MI) ENE FROM STAFFORD.
 AW5400'0.96 KM (0.6 MI) EAST ALONG MAIN STREET FROM THE JUNCTION OF STAFFORD
 AW5400'ROAD IN STAFFORD, THENCE 3.9 KM (2.4 MI) NORTHEAST ALONG US HIGHWAY 90
 AW5400'ALTERNATE, 17.2 METERS (56.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AW5400'NORTHBOUND LANES OF THE HIGHWAY, 66.8 METERS (219 FT) NORTHEAST OF THE
 AW5400'CENTER OF ORMANDY STREET, 14.3 METERS (47.0 FT) SOUTHWEST OF THE
 AW5400'CENTER OF THE NORTHEAST ENTRANCE TO THE SOUTH FONDREN SHOPPING CENTER,
 AW5400'3.4 METERS (11.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE CONCRETE
 AW5400'PARKING LOT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5400'CAP.
 AW5400'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 AW5400
 AW5400                          STATION RECOVERY (1987)
 AW5400
 AW5400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5400'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MI)
 AW5400'SOUTHWEST OF HOUSTON, 22.5 KM (14.0 MI) WEST-NORTHWEST OF PEARLAND,
 AW5400'8.9 KM (5.5 MI) SOUTH-SOUTHWEST OF BELLAIRE, 8.0 KM (5.0 MI)
 AW5400'SOUTHEAST OF MISSOURI CITY, 6.4 KM (4.0 MI) SOUTHEAST OF STAFFORD
 AW5400'AND IN FRONT OF THE EAST SECTION OF THE FONDREN SHOPPING CENTER ON
 AW5400'HIGHWAY RIGHT-OF-WAY.
 AW5400'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS,
 AW5400'11TH AND BRAZOS, AUSTIN TX 78701, PHONE 512-465-7337.
 AW5400'
 AW5400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90A AND
 AW5400'SOUTH POST OAK ROAD WHICH IS ABOUT 1.6 KM (1.0 MI) SOUTH OF
 AW5400'BELLAIRE, GO SOUTHWEST ON U.S. HIGHWAY 90A FOR 4.3 KM (2.7 MI) TO
 AW5400'HODGES ROAD ON THE LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 90A
 AW5400'FOR 0.2 KM (0.15 MI) TO THE STATION ON THE LEFT IN GRASSY AREA IN
 AW5400'FRONT OF SMALL SHOPPING CENTER.
 AW5400'
 AW5400'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5400'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5400'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5400'LOGO CAP STAMPED---HGCSD 44 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5400'THE GROUND SURFACE.  LOCATED 19.8 METERS (65.0 FT) WEST OF A
 AW5400'TELEPHONE JUNCTION BOX, 18.3 METERS (60.0 FT) SOUTH OF THE CENTER
 AW5400'OF THE EASTBOUND LANES OF U.S. HIGHWAY 90A AND 3.7 METERS (12.0 FT)
 AW5400'NORTH OF THE NORTH EDGE OF PARKING LOT.
 AW5400'
 AW5400'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5400'
 AW5400'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5400'
 AW5400'DESCRIBED BY D.A. BOWLING.
 AW5400
 AW5400                          STATION RECOVERY (1994)
 AW5400
 AW5400'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5400'RECOVERED AS DESCRIBED.
 AW5400
 AW5400                          STATION RECOVERY (1995)
 AW5400
 AW5400'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5400'RECOVERED IN GOOD CONDITION.  TO REACH STATION, 3.4 MILES (5.5 KM)
 AW5400'EAST ALONG EASTBOUND US HIGHWAY 90 ALTERNATE (MAIN STREET IN STAFFORD)
 AW5400'FROM THE JUNCTION OF STAFFORD ROAD IN STAFFORD TO THE SOUTH FONDREN
 AW5400'SHOPPING CENTER AND THE STATION ON THE RIGHT (NOTE=EASTBOUND HWY 90
 AW5400'ALT AND STAFFORD RD DO NOT DIRECTLY INTERSECT ONLY WESTBOUND HWY 90
 AW5400'ALT AND STAFFORD RD DIRECTLY CONNECT) , 17.2 M (56.4 FT) SOUTH OF THE
 AW5400'EASTBOUND LANES OF THE HIGHWAY, 66.8 M (219.2 FT) NORTHEAST OF THE
 AW5400'CENTERLINE OF ORMANDY STREET, 14.3 M (46.9 FT) SOUTHWEST OF THE
 AW5400'NORTHEAST ENTRANCE TO THE SHOPPING CENTER, 3.4 M (11.2 FT) NORTH OF
 AW5400'THE NORTH EDGE OF THE PARKING LOT.  NOTE-- ACCESS TO THE DATUM POINT
 AW5400'IS HAD THROUGH A 5-INCH LOGO CAP.  A STAINLESS STEEL ROD IN SLEEVE SET
 AW5400'TO A DEPTH OF 8.5 METERS (27.9 FT) ENCASED IN A PIPE FLUSH WITH THE
 AW5400'GROUND.  ADDITIONAL TIES FOLLOW.  76.5 FT (23.3 M) WEST OF A UTILITY
 AW5400'POLE, 104 FT (31.7 M) WEST OF THE NORTHWEST CORNER OF THE EAST WING OF
 AW5400'THE SHOPPING CENTER, 67 FT (20.4 M) NORTH OF A LIGHT POLE IN THE
 AW5400'PARKING LOT.  69 FT (21.0 M) EAST OF A UTILITY POLE.  121 FT (36.9 M)
 AW5400'EAST OF A HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5418 ***********************************************************************
 AW5418  DESIGNATION -  HGCSD 45
 AW5418  PID         -  AW5418
 AW5418  STATE/COUNTY-  TX/HARRIS
 AW5418  USGS QUAD   -  BELLAIRE (1995)
 AW5418
 AW5418                         *CURRENT SURVEY CONTROL
 AW5418  ___________________________________________________________________
 AW5418* NAD 83(1993)-  29 39 51.42455(N)    095 27 48.27335(W)     ADJUSTED  
 AW5418* NAVD 88     -        16.689  (meters)      54.75   (feet)  ADJUSTED  
 AW5418  ___________________________________________________________________
 AW5418  X           -    -528,107.268 (meters)                     COMP
 AW5418  Y           -  -5,521,562.232 (meters)                     COMP
 AW5418  Z           -   3,138,086.047 (meters)                     COMP
 AW5418  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW5418  ELLIP HEIGHT-         -10.42  (meters)          (02/16/96) GPS OBS
 AW5418  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW5418  DYNAMIC HT  -          16.666 (meters)      54.68  (feet)  COMP
 AW5418  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 AW5418
 AW5418  HORZ ORDER  -  FIRST
 AW5418  VERT ORDER  -  FIRST     CLASS II
 AW5418  ELLP ORDER  -  FIFTH     CLASS I
 AW5418
 AW5418.The horizontal coordinates were established by GPS observations
 AW5418.and adjusted by the National Geodetic Survey in February 1996..
 AW5418
 AW5418.The orthometric height was determined by differential leveling
 AW5418.and adjusted by the National Geodetic Survey in September 1996..
 AW5418
 AW5418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5418
 AW5418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5418
 AW5418.The ellipsoidal height was determined by GPS observations
 AW5418.and is referenced to NAD 83.
 AW5418
 AW5418.The geoid height was determined by GEOID03.
 AW5418
 AW5418.The dynamic height is computed by dividing the NAVD 88
 AW5418.geopotential number by the normal gravity value computed on the
 AW5418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5418.degrees latitude (g = 980.6199 gals.).
 AW5418
 AW5418.The modeled gravity was interpolated from observed gravity values.
 AW5418
 AW5418;                    North         East     Units Scale Factor Converg.
 AW5418;SPC TXSC     - 4,208,094.422   942,281.810   MT  0.99987971   +1 43 57.4
 AW5418;SPC TXSC     -13,806,056.45  3,091,469.57   sFT  0.99987971   +1 43 57.4
 AW5418;UTM  15      - 3,284,123.984   261,576.517   MT  1.00030145   -1 13 11.1
 AW5418
 AW5418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5418!SPC TXSC     -   1.00000164  x   0.99987971  =   0.99988135
 AW5418!UTM  15      -   1.00000164  x   1.00030145  =   1.00030309
 AW5418
 AW5418                          SUPERSEDED SURVEY CONTROL
 AW5418
 AW5418  NAD 83(1986)-  29 39 51.43875(N)    095 27 48.25474(W) AD(       ) 1
 AW5418  NAD 27      -  29 39 50.61086(N)    095 27 47.46954(W) AD(       ) 3
 AW5418  NAVD 88 (06/15/91)   16.854  (m)           55.30   (f) UNKNOWN     1 2
 AW5418  NGVD 29 (12/23/87)   16.850  (m)           55.28   (f) ADJUSTED    1 2
 AW5418
 AW5418.Superseded values are not recommended for survey control.
 AW5418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5418.See file dsdata.txt to determine how the superseded data were derived.
 AW5418
 AW5418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6157784124(NAD 83)
 AW5418_MARKER: I = METAL ROD
 AW5418_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5418_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5418_STAMPING: HGCSD 45 1986
 AW5418_MARK LOGO: NGS   
 AW5418_PROJECTION: FLUSH
 AW5418_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5418+STABILITY: POSITION/ELEVATION WELL
 AW5418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5418+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AW5418_ROD/PIPE-DEPTH: 12.2 meters
 AW5418_SLEEVE-DEPTH  : 6.1 meters
 AW5418
 AW5418  HISTORY     - Date     Condition        Report By
 AW5418  HISTORY     - 1986     MONUMENTED       NGS
 AW5418  HISTORY     - 1987     GOOD             NGS
 AW5418  HISTORY     - 19880425 GOOD             NGS
 AW5418  HISTORY     - 19940105 GOOD             USPSQD
 AW5418  HISTORY     - 19951009 GOOD             CHANCE
 AW5418  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 AW5418  HISTORY     - 20040529 GOOD             USPSQD
 AW5418  HISTORY     - 20051006 GOOD             USPSQD
 AW5418
 AW5418                          STATION DESCRIPTION
 AW5418
 AW5418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5418'5.9 KM (3.65 MI) SOUTH FROM BELLAIRE.
 AW5418'1.1 KM (0.7 MI) EAST ALONG CEDAR STREET FROM THE POST OFFICE IN
 AW5418'BELLAIRE, THENCE 1.6 KM (1.0 MI) SOUTH ALONG THE WEST FRONTAGE ROAD OF
 AW5418'INTERSTATE HIGHWAY 610 (SOUTH POST OAK ROAD), THENCE CONTINUE SOUTH
 AW5418'3.2 KM (2.0 MI) ALONG SOUTH POST OAK ROAD, IN THE MEDIAN OF WILLOW
 AW5418'BEND BOULEVARD, 46 METERS (150 FT) EAST OF THE INTERSECTION OF THE
 AW5418'ROAD AND THE BOULEVARD, 61 METERS (200 FT) EAST OF BENCH MARK
 AW5418'5153-1308, 9.0 METERS (30.0 FT) EAST OF A KEEP-OFF-MEDIAN SIGN, 3.7
 AW5418'METERS (12.0 FT) NORTH OF THE NORTH CURB OF THE EASTBOUND LANES,
 AW5418'3.7 METERS (12.0 FT) SOUTH OF THE SOUTH CURB OF THE WESTBOUND LANES.
 AW5418'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5418
 AW5418                          STATION RECOVERY (1987)
 AW5418
 AW5418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5418'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI)
 AW5418'NORTHEAST OF MISSOURI CITY, 2.9 KM (1.8 MI) SOUTH OF THE SOUTHWEST
 AW5418'CORNER OF INTERSTATE 610 LOOP AND IN A GRASSY MEDIAN ON THE EAST
 AW5418'SIDE OF THE INTERSECTION OF SOUTH POST OAK ROAD AND WILLOW BEND
 AW5418'BOULEVARD.
 AW5418'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN
 AW5418'TX 78701, PHONE 512-465-7337.
 AW5418'
 AW5418'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 610 LOOP AND
 AW5418'U.S. HIGHWAY 59, ON THE WEST SIDE OF HOUSTON, GO SOUTH ON
 AW5418'INTERSTATE 610 LOOP FOR 5.1 KM (3.2 MI) TO THE JUNCTION OF THE
 AW5418'SOUTH POST OAK ROAD EXIT.  GO SOUTH ON
 AW5418'SOUTH POST OAK ROAD FOR 2.2 KM (1.35 MI) TO ITS JUNCTION WITH
 AW5418'WILLOW BEND BOULEVARD.  TURN LEFT AND GO EAST ON WILLOW
 AW5418'BEND BOULEVARD FOR 46 METERS (151 FT) TO THE STATION ON THE LEFT IN
 AW5418'MEDIAN.
 AW5418'
 AW5418'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5418'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5418'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5418'LOGO CAP STAMPED---HGCSD 45 1986---, THE ROD IS RECESSED 16 CM
 AW5418'BELOW THE GROUND.  LOCATED 39.0 METERS (128.0 FT) EAST OF THE WEST
 AW5418'END OF MEDIAN, 12.2 METERS (40.0 FT) WEST OF THE EAST END OF
 AW5418'MEDIAN, 8.2 METERS (26.9 FT) SOUTH OF THE CENTERLINE OF WESTBOUND
 AW5418'LANES AND 7.6 METERS (25.0 FT) NORTH OF THE EASTBOUND LANES.
 AW5418'
 AW5418'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5418'
 AW5418'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5418'
 AW5418'DESCRIBED BY T.F. DAWS.
 AW5418
 AW5418                          STATION RECOVERY (1988)
 AW5418
 AW5418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AW5418'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED,
 AW5418'WITH THE FOLLOWING CHANGES.
 AW5418'THE STATION IS SET 39.0 M (128.0 FT) EAST OF THE WEST END OF THE
 AW5418'MEDIAN, 12.2 M (40.0 FT) WEST OF THE EAST END OF THE MEDIAN, 11.6 M
 AW5418'(38.1 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES AND 7.6 M
 AW5418'(24.9 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES.
 AW5418'DESCRIBED BY RDB.
 AW5418
 AW5418                          STATION RECOVERY (1994)
 AW5418
 AW5418'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5418'RECOVERED IN GOOD CONDITION.
 AW5418
 AW5418                          STATION RECOVERY (1995)
 AW5418
 AW5418'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5418'RECOVERED BY JEC 1995 RECOVERED IN FAIR CONDITION AS DESCRIBED.
 AW5418'MONUMENT LOGO CAP AND PART OF 5-INCH PVC PIPE HAVE BEEN DESTROYED.
 AW5418'ADDITIONAL TIES FOLLOW.  124 FT (37.8 M) EAST OF THE WEST END OF
 AW5418'MEDIAN.  15.5 FT (4.7 M) EAST OF A SIGN POST (NO SIGN) .  14 FT (4.3
 AW5418'M) NORTH OF THE NORTH CURB OF THE EASTBOUND LANE OF THE BOULEVARD.  6
 AW5418'FT (1.8 M) SOUTH OF THE SOUTH CURB OF THE WESTBOUND LANES OF THE
 AW5418'BOULEVARD.  64 FT (19.5 M) SOUTH OF A UTILITY POLE. 53.5 FT (16.3 M)
 AW5418'NORTH OF A UTILITY POLE.  40 FT (12.2 M) WEST OF THE EAST END OF THE
 AW5418'MEDIAN.
 AW5418
 AW5418                          STATION RECOVERY (2003)
 AW5418
 AW5418'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW5418'MARK NOT FOUND.
 AW5418
 AW5418                          STATION RECOVERY (2004)
 AW5418
 AW5418'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5418'GO TO N 29 39 51.4  W 095 27 48.3.  6 FEET SOUTH OF NORTH MEDIAN CURB.
 AW5418'18 FEET EAST OF CONCRETE MEDIANT.
 AW5418
 AW5418                          STATION RECOVERY (2005)
 AW5418
 AW5418'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5418'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9854 ***********************************************************************
 AA9854  HT_MOD      -  This is a Height Modernization Survey Station.
 AA9854  DESIGNATION -  HGCSD 45 RESET
 AA9854  PID         -  AA9854
 AA9854  STATE/COUNTY-  TX/HARRIS
 AA9854  USGS QUAD   -  BELLAIRE (1995)
 AA9854
 AA9854                         *CURRENT SURVEY CONTROL
 AA9854  ___________________________________________________________________
 AA9854* NAD 83(1993)-  29 40 19.84856(N)    095 27 39.50966(W)     ADJUSTED  
 AA9854* NAVD 88     -        15.96   (meters)      52.4    (feet)  GPS OBS   
 AA9854  ___________________________________________________________________
 AA9854  X           -    -527,831.372 (meters)                     COMP
 AA9854  Y           -  -5,521,152.694 (meters)                     COMP
 AA9854  Z           -   3,138,846.090 (meters)                     COMP
 AA9854  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AA9854  ELLIP HEIGHT-         -11.27  (meters)          (12/03/01) GPS OBS
 AA9854  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AA9854
 AA9854  HORZ ORDER  -  FIRST
 AA9854  ELLP ORDER  -  FOURTH    CLASS II
 AA9854
 AA9854.The horizontal coordinates were established by GPS observations
 AA9854.and adjusted by the National Geodetic Survey in December 2001..
 AA9854
 AA9854.The orthometric height was determined by GPS observations and a
 AA9854.high-resolution geoid model using precise GPS observation and
 AA9854.processing techniques. It supersedes the leveled height previously
 AA9854.determined for this station.
 AA9854
 AA9854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9854
 AA9854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9854
 AA9854.The ellipsoidal height was determined by GPS observations
 AA9854.and is referenced to NAD 83.
 AA9854
 AA9854.The geoid height was determined by GEOID03.
 AA9854
 AA9854;                    North         East     Units Scale Factor Converg.
 AA9854;SPC TXSC     - 4,208,976.242   942,490.866   MT  0.99988051   +1 44 01.7
 AA9854;SPC TXSC     -13,808,949.55  3,092,155.45   sFT  0.99988051   +1 44 01.7
 AA9854;UTM  15      - 3,284,994.230   261,830.823   MT  1.00029995   -1 13 07.9
 AA9854
 AA9854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9854!SPC TXSC     -   1.00000177  x   0.99988051  =   0.99988228
 AA9854!UTM  15      -   1.00000177  x   1.00029995  =   1.00030172
 AA9854
 AA9854                          SUPERSEDED SURVEY CONTROL
 AA9854
 AA9854  ELLIP H (10/25/00)  -11.23   (m)                       GP(       ) 4 1
 AA9854  NAD 83(1993)-  29 40 19.84927(N)    095 27 39.50907(W) AD(       ) 1
 AA9854  ELLIP H (10/17/96)  -11.10   (m)                       GP(       ) 3 1
 AA9854  NAVD 88 (09/11/96)   15.979  (m)           52.42   (f) ADJUSTED    1 2
 AA9854
 AA9854.Superseded values are not recommended for survey control.
 AA9854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9854.See file dsdata.txt to determine how the superseded data were derived.
 AA9854
 AA9854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6183184994(NAD 83)
 AA9854_MARKER: I = METAL ROD
 AA9854_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9854_STAMPING: HGCSD 45 RESET 1995
 AA9854_MARK LOGO: NGS   
 AA9854_PROJECTION: RECESSED 10 CENTIMETERS
 AA9854_MAGNETIC: I = MARKER IS A STEEL ROD
 AA9854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9854+STABILITY: POSITION/ELEVATION WELL
 AA9854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9854+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 AA9854_ROD/PIPE-DEPTH: 10   meters
 AA9854_SLEEVE-DEPTH  : 5 meters
 AA9854
 AA9854  HISTORY     - Date     Condition        Report By
 AA9854  HISTORY     - 1995     MONUMENTED       HGCSD
 AA9854  HISTORY     - 19941201 GOOD             HGCSD
 AA9854  HISTORY     - 20030730 GOOD             INDIV
 AA9854  HISTORY     - 20031128 GOOD             USPSQD
 AA9854  HISTORY     - 20040529 GOOD             USPSQD
 AA9854  HISTORY     - 20051006 GOOD             USPSQD
 AA9854
 AA9854                          STATION DESCRIPTION
 AA9854
 AA9854'DESCRIBED BY HARRIS-GALV CO DIST 1995 (WMC)
 AA9854'IN HOUSTON. AT THE MEYER PARK SHOPPING
 AA9854'CENTER.  FROM THE INTERSECTION OF SOUTH POST OAK ROAD AND BELLFORT
 AA9854'AVE, PROCEED NORTH ON THE NORTH BOUND FRONTAGE ROAD FOR 0.1 MILES (0.2
 AA9854'KM) TO A HIGHWAY ACCESS RAMP AND THE STATION ON THE LEFT IN THE GRASSY
 AA9854'MEDIAN BETWEEN THE HIGHWAY ACCESS RAMP AND THE NORTHBOUND FRONTAGE
 AA9854'ROAD.  STATION IS 2.1 M (6.9 FT) EAST OF THE EAST EDGE OF THE ACCESS
 AA9854'RAMP.  2.0 M (6.6 FT) WEST OF THE WEST EDGE OF THE FRONTAGE ROAD.  4.7
 AA9854'M (15.4 FT) NORTH OF THE NORTH EDGE OF THE CONCRETE MEDIAN.  8.0 M
 AA9854'(26.2 FT) NORTH OF A METAL SIGN POST.  16.1 M (52.8 FT) NORTH OF THE
 AA9854'SOUTH END OF THE CONCRETE MEDIAN.  12.7 M (41.7 FT) NORTHWEST OF A
 AA9854'HYDRANT.
 AA9854
 AA9854                          STATION RECOVERY (1994)
 AA9854
 AA9854'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AA9854'FROM DOWNTOWN HOUSTON APPROXIMATELY 6.2 MILES (10.0 KM) SOUTHWEST
 AA9854'ALONG U.S.59 TO THE 610 WEST LOOP  THENCE SOUTH ALONG 610 ABOUT 3
 AA9854'MILES (4.8 KM) TO SOUTH POST OAK BLVD  SOUTH ON SOUTH POST OAK TO WEST
 AA9854'BELLFORT .5 MILES  (0.8 KM) MARK IS OFF OF THE NORTH BOUND FEEDER JUST
 AA9854'NORTH OF WEST BELLFORD  IN THE MEADIAN BETWEEN THE FEEDER AND THE ON
 AA9854'RAMP TO SOUTH POST OAKABOUT 30 FEET (9.1 M) FROM THE BEGINING OF THE
 AA9854'GRASS
 AA9854
 AA9854                          STATION RECOVERY (2003)
 AA9854
 AA9854'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MRB)
 AA9854'RECOVERED AS DESCRIBED
 AA9854
 AA9854                          STATION RECOVERY (2003)
 AA9854
 AA9854'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AA9854'FOUND AS DESCRIBED
 AA9854
 AA9854                          STATION RECOVERY (2004)
 AA9854
 AA9854'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AA9854'GO TO N 29 40 20.1 W O95 27 39.5
 AA9854
 AA9854                          STATION RECOVERY (2005)
 AA9854
 AA9854'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AA9854'FOUND AS DESCRIBED. GP IS STILL GOOD.
 AA9854' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5687 ***********************************************************************
 AW5687  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5687  DESIGNATION -  HGCSD 46
 AW5687  PID         -  AW5687
 AW5687  STATE/COUNTY-  TX/HARRIS
 AW5687  USGS QUAD   -  ALMEDA (1995)
 AW5687
 AW5687                         *CURRENT SURVEY CONTROL
 AW5687  ___________________________________________________________________
 AW5687* NAD 83(1993)-  29 36 55.74347(N)    095 25 18.89363(W)     ADJUSTED  
 AW5687* NAVD 88     -        15.20   (meters)      49.9    (feet)  GPS OBS   
 AW5687  ___________________________________________________________________
 AW5687  X           -    -524,360.987 (meters)                     COMP
 AW5687  Y           -  -5,524,605.103 (meters)                     COMP
 AW5687  Z           -   3,133,383.758 (meters)                     COMP
 AW5687  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AW5687  ELLIP HEIGHT-         -11.97  (meters)          (12/03/01) GPS OBS
 AW5687  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW5687  DYNAMIC HT  -          15.18  (meters)      49.8   (feet)  COMP
 AW5687  MODELED GRAV-     979,274.6   (mgal)                       NAVD 88
 AW5687
 AW5687  HORZ ORDER  -  FIRST
 AW5687  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5687  ELLP ORDER  -  FOURTH    CLASS II
 AW5687
 AW5687.The horizontal coordinates were established by GPS observations
 AW5687.and adjusted by the National Geodetic Survey in December 2001..
 AW5687
 AW5687.The orthometric height was determined by GPS observations and a
 AW5687.high-resolution geoid model using precise GPS observation and
 AW5687.processing techniques. It supersedes the leveled height previously
 AW5687.determined for this station.
 AW5687.WARNING-GPS observations at this control monument resulted in a GPS
 AW5687.derived orthometric height which differed from the leveled height by
 AW5687.more than one decimeter (0.1 meter).
 AW5687.The vertical order pertains to the first NAVD 88 superseded value.
 AW5687
 AW5687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5687
 AW5687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5687
 AW5687.The ellipsoidal height was determined by GPS observations
 AW5687.and is referenced to NAD 83.
 AW5687
 AW5687.The geoid height was determined by GEOID03.
 AW5687
 AW5687.The dynamic height is computed by dividing the NAVD 88
 AW5687.geopotential number by the normal gravity value computed on the
 AW5687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5687.degrees latitude (g = 980.6199 gals.).
 AW5687
 AW5687.The modeled gravity was interpolated from observed gravity values.
 AW5687
 AW5687;                    North         East     Units Scale Factor Converg.
 AW5687;SPC TXSC     - 4,202,810.434   946,461.964   MT  0.99987519   +1 45 10.6
 AW5687;SPC TXSC     -13,788,720.57  3,105,183.96   sFT  0.99987519   +1 45 10.6
 AW5687;UTM  15      - 3,278,629.509   265,480.674   MT  1.00027867   -1 11 50.6
 AW5687
 AW5687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5687!SPC TXSC     -   1.00000188  x   0.99987519  =   0.99987707
 AW5687!UTM  15      -   1.00000188  x   1.00027867  =   1.00028055
 AW5687
 AW5687                          SUPERSEDED SURVEY CONTROL
 AW5687
 AW5687  ELLIP H (10/25/00)  -11.94   (m)                       GP(       ) 4 1
 AW5687  NAD 83(1993)-  29 36 55.74344(N)    095 25 18.89363(W) AD(       ) 1
 AW5687  ELLIP H (10/17/96)  -11.82   (m)                       GP(       ) 3 1
 AW5687  NAD 83(1993)-  29 36 55.74359(N)    095 25 18.89309(W) AD(       ) 1
 AW5687  ELLIP H (02/16/96)  -11.99   (m)                       GP(       ) 5 1
 AW5687  NAD 83(1986)-  29 36 55.75789(N)    095 25 18.87463(W) AD(       ) 1
 AW5687  NAVD 88 (06/15/91)   15.343  (m)           50.34   (f) ADJUSTED    1 2
 AW5687  NGVD 29 (12/23/87)   15.339  (m)           50.32   (f) ADJUSTED    1 2
 AW5687
 AW5687.Superseded values are not recommended for survey control.
 AW5687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5687.See file dsdata.txt to determine how the superseded data were derived.
 AW5687
 AW5687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6548178630(NAD 83)
 AW5687_MARKER: I = METAL ROD
 AW5687_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5687_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5687_STAMPING: HGCSD 46 1987
 AW5687_MARK LOGO: NGS   
 AW5687_PROJECTION: FLUSH
 AW5687_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5687+STABILITY: POSITION/ELEVATION WELL
 AW5687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5687+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1994
 AW5687_ROD/PIPE-DEPTH: 27.1 meters
 AW5687_SLEEVE-DEPTH  : 6.1 meters
 AW5687
 AW5687  HISTORY     - Date     Condition        Report By
 AW5687  HISTORY     - 1987     MONUMENTED       NGS
 AW5687  HISTORY     - 1987     GOOD             NGS
 AW5687  HISTORY     - 19941022 GOOD             USPSQD
 AW5687  HISTORY     - 19941207 GOOD             HGCSD
 AW5687
 AW5687                          STATION DESCRIPTION
 AW5687
 AW5687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5687'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI)
 AW5687'SOUTH-SOUTHWEST OF THE CENTER OF HOUSTON, 18.5 KM (11.5 MI)
 AW5687'NORTH-NORTHWEST OF MANVEL, 14.5 KM (9.0 MI) SOUTHEAST OF STAFFORD
 AW5687'AND 11.3 KM (7.0 MI) WEST OF BROOKSIDE VILLAGE.
 AW5687'OWNERSHIP--WITCO CORPORATION, RESEARCH AND DEVELOPMENT CENTER, 3200
 AW5687'BROOKFIELD DRIVE, HOUSTON TX 77045, RODNEY CRAVEY (GROUP LEADER),
 AW5687'PHONE 713-433-7281.
 AW5687'
 AW5687'TO REACH THE STATION FROM THE JUNCTION OF ALMEDA ROAD (OLD HIGHWAY
 AW5687'288) AND ALMEDA-GENOA ROAD, ABOUT 6.4 KM (4.0 MI) SOUTH-SOUTHEAST
 AW5687'OF THE SOUTH LOOP IN HOUSTON.
 AW5687'GO NORTH ON ALMEDA ROAD FOR 0.2 KM (0.1 MI) TO BROOKFIELD DRIVE
 AW5687'ON THE LEFT, TURN LEFT AND GO WEST ON BROOKFIELD DRIVE
 AW5687'FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT IN THE GRASS.
 AW5687'
 AW5687'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5687'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5687'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5687'LOGO CAP STAMPED---HGCSD 46 1987---, THE ROD IS RECESSED 8 CM BELOW
 AW5687'THE GROUND SURFACE.  LOCATED 15.9 METERS (52.1 FT) NORTH OF
 AW5687'BROOKFIELD DRIVE, 8.4 METERS (27.4 FT) WEST OF THE CENTER OF A
 AW5687'METAL GRATE AND 1.4 METERS (4.5 FT) EAST OF THE EAST EDGE OF
 AW5687'SIDEWALK.
 AW5687'
 AW5687'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5687'
 AW5687'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5687'
 AW5687'DESCRIBED BY T.F. DAWS.
 AW5687
 AW5687                          STATION RECOVERY (1987)
 AW5687
 AW5687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5687'1.1 KM (0.7 MI) NORTH FROM ALMEDA.
 AW5687'1.0 KM (0.6 MI) NORTH ALONG OLD STATE HIGHWAY 288 (ALMEDA ROAD) FROM
 AW5687'THE JUNCTION OF ANDERSON ROAD IN ALMEDA, THENCE 0.2 KM (0.1 MI) WEST
 AW5687'ALONG BROOKFIELD ROAD TO BUILDING 3200 (WITCO CORP RESEARCH AND
 AW5687'DEVELOPMENT CENTER BUILDING), 16.22 METERS (53.2 FT) NORTH OF THE
 AW5687'CENTERLINE OF THE DRIVE, 7.95 METERS (26.1 FT) WEST OF THE SOUTHWEST
 AW5687'CORNER OF A 2.2-FOOT SQUARE DRAIN WITH A METAL GRATE, 7.5 METER (24.6
 AW5687'FT) NORTH OF THE NORTH EDGE OF THE SIDEWALK ALONG THE DRIVE,
 AW5687'1.37 METERS (4.5 FT) EAST OF THE EAST EDGE OF A NORTH-SOUTH SIDEWALK.
 AW5687'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5687'THE MARK IS 0.4 M ABOVE DRIVE.
 AW5687
 AW5687                          STATION RECOVERY (1994)
 AW5687
 AW5687'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5687'RECOVERED IN GOOD CONDITION.
 AW5687
 AW5687                          STATION RECOVERY (1994)
 AW5687
 AW5687'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5687'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5556 ***********************************************************************
 AW5556  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5556  DESIGNATION -  HGCSD 47
 AW5556  PID         -  AW5556
 AW5556  STATE/COUNTY-  TX/HARRIS
 AW5556  USGS QUAD   -  PEARLAND (1995)
 AW5556
 AW5556                         *CURRENT SURVEY CONTROL
 AW5556  ___________________________________________________________________
 AW5556* NAD 83(1993)-  29 37 12.61507(N)    095 17 28.38961(W)     ADJUSTED  
 AW5556* NAVD 88     -        15.09   (meters)      49.5    (feet)  GPS OBS   
 AW5556  ___________________________________________________________________
 AW5556  X           -    -511,733.952 (meters)                     COMP
 AW5556  Y           -  -5,525,531.112 (meters)                     COMP
 AW5556  Z           -   3,133,835.324 (meters)                     COMP
 AW5556  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AW5556  ELLIP HEIGHT-         -12.06  (meters)          (12/03/01) GPS OBS
 AW5556  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW5556  DYNAMIC HT  -          15.07  (meters)      49.4   (feet)  COMP
 AW5556  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 AW5556
 AW5556  HORZ ORDER  -  FIRST
 AW5556  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5556  ELLP ORDER  -  FOURTH    CLASS II
 AW5556
 AW5556.The horizontal coordinates were established by GPS observations
 AW5556.and adjusted by the National Geodetic Survey in December 2001..
 AW5556
 AW5556.The orthometric height was determined by GPS observations and a
 AW5556.high-resolution geoid model using precise GPS observation and
 AW5556.processing techniques. It supersedes the leveled height previously
 AW5556.determined for this station.
 AW5556.WARNING-GPS observations at this control monument resulted in a GPS
 AW5556.derived orthometric height which differed from the leveled height by
 AW5556.more than one decimeter (0.1 meter).
 AW5556.The vertical order pertains to the first NAVD 88 superseded value.
 AW5556
 AW5556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5556
 AW5556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5556
 AW5556.The ellipsoidal height was determined by GPS observations
 AW5556.and is referenced to NAD 83.
 AW5556
 AW5556.The geoid height was determined by GEOID03.
 AW5556
 AW5556.The dynamic height is computed by dividing the NAVD 88
 AW5556.geopotential number by the normal gravity value computed on the
 AW5556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5556.degrees latitude (g = 980.6199 gals.).
 AW5556
 AW5556.The modeled gravity was interpolated from observed gravity values.
 AW5556
 AW5556;                    North         East     Units Scale Factor Converg.
 AW5556;SPC TXSC     - 4,203,723.842   959,096.431   MT  0.99987559   +1 49 01.1
 AW5556;SPC TXSC     -13,791,717.30  3,146,635.54   sFT  0.99987559   +1 49 01.1
 AW5556;UTM  15      - 3,278,891.552   278,150.059   MT  1.00020731   -1 07 58.4
 AW5556
 AW5556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5556!SPC TXSC     -   1.00000189  x   0.99987559  =   0.99987748
 AW5556!UTM  15      -   1.00000189  x   1.00020731  =   1.00020920
 AW5556
 AW5556                          SUPERSEDED SURVEY CONTROL
 AW5556
 AW5556  ELLIP H (10/25/00)  -12.13   (m)                       GP(       ) 4 1
 AW5556  NAD 83(1993)-  29 37 12.61628(N)    095 17 28.38888(W) AD(       ) 1
 AW5556  ELLIP H (10/17/96)  -12.01   (m)                       GP(       ) 3 1
 AW5556  NAD 83(1993)-  29 37 12.61549(N)    095 17 28.38790(W) AD(       ) 1
 AW5556  ELLIP H (02/16/96)  -11.97   (m)                       GP(       ) 5 1
 AW5556  NAD 83(1986)-  29 37 12.63022(N)    095 17 28.37040(W) AD(       ) 1
 AW5556  NAVD 88 (06/15/91)   15.104  (m)           49.55   (f) ADJUSTED    1 2
 AW5556  NGVD 29 (12/23/87)   15.100  (m)           49.54   (f) ADJUSTED    1 2
 AW5556
 AW5556.Superseded values are not recommended for survey control.
 AW5556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5556.See file dsdata.txt to determine how the superseded data were derived.
 AW5556
 AW5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7815078892(NAD 83)
 AW5556_MARKER: I = METAL ROD
 AW5556_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5556_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5556_STAMPING: HGCSD 47 1986
 AW5556_MARK LOGO: NGS   
 AW5556_PROJECTION: FLUSH
 AW5556_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5556+STABILITY: POSITION/ELEVATION WELL
 AW5556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5556+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW5556_ROD/PIPE-DEPTH: 26.9 meters
 AW5556_SLEEVE-DEPTH  : 6.1 meters
 AW5556
 AW5556  HISTORY     - Date     Condition        Report By
 AW5556  HISTORY     - 1986     MONUMENTED       NGS
 AW5556  HISTORY     - 1987     GOOD             NGS
 AW5556  HISTORY     - 1989     GOOD             USPSQD
 AW5556  HISTORY     - 19900805 GOOD             USPSQD
 AW5556  HISTORY     - 19921020 GOOD             NOS
 AW5556  HISTORY     - 19941207 GOOD             HGCSD
 AW5556  HISTORY     - 20050116 GOOD             USPSQD
 AW5556
 AW5556                          STATION DESCRIPTION
 AW5556
 AW5556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5556'IN HOUSTON.
 AW5556'IN HOUSTON, AT 7402 ALMEDA-GENOA ROAD, 70.1 M (230.0 FT) SOUTH OF THE
 AW5556'CENTERLINE OF THE ROAD, 24.0 M (78.7 FT) SOUTHEAST OF THE SOUTHEAST
 AW5556'CORNER OF THE SOUTHWESTERN BELL TELEPHONE COMPANY OFFICE, 3.5 M (11.5
 AW5556'FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A PARKING LOT, AND 1.0 M
 AW5556'(3.3 FT) SOUTH OF THE SOUTH EDGE OF A PARKING LOT.  NOTE--ACCESS TO
 AW5556'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5556'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5556
 AW5556                          STATION RECOVERY (1987)
 AW5556
 AW5556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5556'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI)
 AW5556'SOUTHWEST OF HOUSTON, 9.7 KM (6.0 MI) WEST OF INTERSTATE HIGHWAY
 AW5556'45, 8.0 KM (5.0 MI) NORTH-NORTHWEST OF PEARLAND AND 3.2 KM (2.0 MI)
 AW5556'NORTH OF BROOKSIDE VILLAGE AT THE SOUTHWESTERN BELL TELEPHONE
 AW5556'COMPANY BUILDING.
 AW5556'OWNERSHIP--SOUTHWESTERN BELL TELEPHONE COMPANY, 7406 ALMEDA-GENOA
 AW5556'ROAD, HOUSTON TX 77075, HAROLD CLENDON, PHONE 713-991-4100.
 AW5556'
 AW5556'TO REACH THE STATION FROM STATE HIGHWAY 35, TELEPHONE ROAD AND
 AW5556'ALMEDA-GENOA ROAD, WHICH IS ABOUT 6.4 KM (4.0 MI) NORTH OF PEARLAND,
 AW5556'GO WEST ON ALMEDA-GENOA ROAD FOR 0.5 KM (0.3 MI) TO THE
 AW5556'SOUTHWESTERN BELL TELEPHONE COMPANY BUILDING ON THE LEFT AND THE
 AW5556'STATION NEAR THE SOUTHEAST CORNER OF PARKING AREA.
 AW5556'
 AW5556'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5556'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5556'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5556'LOGO CAP STAMPED---HGCSD 47 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5556'THE GROUND SURFACE.  LOCATED 16.4 METERS (53.8 FT) EAST OF A LAMP
 AW5556'POLE, 3.3 METERS (10.8 FT) WEST OF EXTENDED EAST CURB OF PARKING
 AW5556'AREA, 1.2 METERS (3.9 FT) SOUTH OF A CURB AND NEAR THE SOUTHEAST
 AW5556'CORNER OF PARKING AREA.
 AW5556'
 AW5556'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5556'
 AW5556'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5556'
 AW5556'DESCRIBED BY D.A. BOWLING.
 AW5556
 AW5556                          STATION RECOVERY (1989)
 AW5556
 AW5556'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW5556'RECOVERED IN GOOD CONDITION.
 AW5556
 AW5556                          STATION RECOVERY (1990)
 AW5556
 AW5556'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW5556'RECOVERED IN GOOD CONDITION.
 AW5556
 AW5556                          STATION RECOVERY (1992)
 AW5556
 AW5556'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW5556'RECOVERED IN GOOD CONDITION.
 AW5556
 AW5556                          STATION RECOVERY (1994)
 AW5556
 AW5556'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5556'RECOVERED AS DESCRIBED.
 AW5556
 AW5556                          STATION RECOVERY (2005)
 AW5556
 AW5556'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5694 ***********************************************************************
 AW5694  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5694  DESIGNATION -  HGCSD 48
 AW5694  PID         -  AW5694
 AW5694  STATE/COUNTY-  TX/HARRIS
 AW5694  USGS QUAD   -  FRIENDSWOOD (1995)
 AW5694
 AW5694                         *CURRENT SURVEY CONTROL
 AW5694  ___________________________________________________________________
 AW5694* NAD 83(1993)-  29 37 30.28684(N)    095 13 13.86608(W)     ADJUSTED  
 AW5694* NAVD 88     -        12.34   (meters)      40.5    (feet)  GPS OBS   
 AW5694  ___________________________________________________________________
 AW5694  X           -    -504,890.564 (meters)                     COMP
 AW5694  Y           -  -5,525,888.158 (meters)                     COMP
 AW5694  Z           -   3,134,306.975 (meters)                     COMP
 AW5694  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW5694  ELLIP HEIGHT-         -14.80  (meters)          (12/03/01) GPS OBS
 AW5694  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW5694  DYNAMIC HT  -          12.33  (meters)      40.5   (feet)  COMP
 AW5694  MODELED GRAV-     979,275.9   (mgal)                       NAVD 88
 AW5694
 AW5694  HORZ ORDER  -  FIRST
 AW5694  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5694  ELLP ORDER  -  FOURTH    CLASS II
 AW5694
 AW5694.The horizontal coordinates were established by GPS observations
 AW5694.and adjusted by the National Geodetic Survey in December 2001..
 AW5694
 AW5694.The orthometric height was determined by GPS observations and a
 AW5694.high-resolution geoid model using precise GPS observation and
 AW5694.processing techniques. It supersedes the leveled height previously
 AW5694.determined for this station.
 AW5694.The vertical order pertains to the first NAVD 88 superseded value.
 AW5694
 AW5694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5694
 AW5694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5694
 AW5694.The ellipsoidal height was determined by GPS observations
 AW5694.and is referenced to NAD 83.
 AW5694
 AW5694.The geoid height was determined by GEOID03.
 AW5694
 AW5694.The dynamic height is computed by dividing the NAVD 88
 AW5694.geopotential number by the normal gravity value computed on the
 AW5694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5694.degrees latitude (g = 980.6199 gals.).
 AW5694
 AW5694.The modeled gravity was interpolated from observed gravity values.
 AW5694
 AW5694;                    North         East     Units Scale Factor Converg.
 AW5694;SPC TXSC     - 4,204,486.770   965,921.995   MT  0.99987602   +1 51 05.8
 AW5694;SPC TXSC     -13,794,220.34  3,169,029.08   sFT  0.99987602   +1 51 05.8
 AW5694;UTM  15      - 3,279,302.349   285,007.985   MT  1.00017034   -1 05 53.1
 AW5694
 AW5694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5694!SPC TXSC     -   1.00000232  x   0.99987602  =   0.99987834
 AW5694!UTM  15      -   1.00000232  x   1.00017034  =   1.00017266
 AW5694
 AW5694                          SUPERSEDED SURVEY CONTROL
 AW5694
 AW5694  ELLIP H (10/25/00)  -14.84   (m)                       GP(       ) 4 1
 AW5694  NAD 83(1993)-  29 37 30.28778(N)    095 13 13.86512(W) AD(       ) 1
 AW5694  ELLIP H (10/17/96)  -14.71   (m)                       GP(       ) 3 1
 AW5694  NAD 83(1993)-  29 37 30.28695(N)    095 13 13.86431(W) AD(       ) 1
 AW5694  ELLIP H (02/16/96)  -14.71   (m)                       GP(       ) 5 1
 AW5694  NAD 83(1986)-  29 37 30.30177(N)    095 13 13.84640(W) AD(       ) 1
 AW5694  NAVD 88 (06/15/91)   12.313  (m)           40.40   (f) ADJUSTED    1 2
 AW5694  NGVD 29 (12/23/87)   12.310  (m)           40.39   (f) ADJUSTED    1 2
 AW5694
 AW5694.Superseded values are not recommended for survey control.
 AW5694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5694.See file dsdata.txt to determine how the superseded data were derived.
 AW5694
 AW5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8500879302(NAD 83)
 AW5694_MARKER: I = METAL ROD
 AW5694_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5694_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5694_STAMPING: HGCSD 48 1986
 AW5694_MARK LOGO: NGS   
 AW5694_PROJECTION: FLUSH
 AW5694_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5694+STABILITY: POSITION/ELEVATION WELL
 AW5694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5694+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2006
 AW5694_ROD/PIPE-DEPTH: 16.8 meters
 AW5694_SLEEVE-DEPTH  : 6.1 meters
 AW5694
 AW5694  HISTORY     - Date     Condition        Report By
 AW5694  HISTORY     - 1986     MONUMENTED       NGS
 AW5694  HISTORY     - 1987     GOOD             NGS
 AW5694  HISTORY     - 19921020 GOOD             NOS
 AW5694  HISTORY     - 19921021 GOOD             NOS
 AW5694  HISTORY     - 19941207 GOOD             HGCSD
 AW5694  HISTORY     - 20030206 GOOD             USPSQD
 AW5694  HISTORY     - 20040213 GOOD             USPSQD
 AW5694  HISTORY     - 20050620 GOOD             NASA
 AW5694  HISTORY     - 20060715 GOOD             GEOCAC
 AW5694
 AW5694                          STATION DESCRIPTION
 AW5694
 AW5694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5694'0.1 KM (0.05 MI) NORTH FROM GENOA.
 AW5694'0.1 KM (0.05 MI) NORTH ALONG ALMEDA GENOA ROAD FROM THE POST OFFICE IN
 AW5694'GENOA, AT THE SOUTH ENTRANCE DRIVEWAY TO THE KING OF KINGS LUTHERN
 AW5694'CHURCH, 40.2 METERS (132.0 FT) EAST OF THE CENTERLINE OF THE ROAD,
 AW5694'29.1 METERS (95.5 FT) EAST OF UTILITY POLE NUMBER 14619 106531, 25.9
 AW5694'METERS (85.1 FT) SOUTHEAST OF THE SOUTH END OF A BRICK SIGN FOR THE
 AW5694'CHURCH, 2.1 METERS (7.0 FT) NORTH-NORTHWEST OF THE NORTH-NORTHWEST
 AW5694'EDGE OF THE PARKING LOT OF THE SOUTH ENTRANCE TO THE CHURCH.
 AW5694'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5694'THE MARK IS ABOVE LEVEL WITH ROAD.
 AW5694
 AW5694                          STATION RECOVERY (1987)
 AW5694
 AW5694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5694'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) SOUTHEAST FROM
 AW5694'THE CENTER OF HOUSTON, 9.7 KM (6.0 MI)
 AW5694'NORTH-NORTHEAST OF PEARLAND, 6.4 KM (4.0 MI) NORTHWEST OF ELLINGTON
 AW5694'FIELD AND IN THE LAWN OF THE KING OF KINGS LUTHERAN CHURCH.
 AW5694'OWNERSHIP--KING OF KINGS LUTHERAN CHURCH, JOHN SMITH, PASTOR,
 AW5694'10925 ALMEDA-GENOA ROAD, HOUSTON TX 77034, PHONE 713-946-8289.
 AW5694'
 AW5694'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND
 AW5694'ALMEDA-GENOA ROAD, ABOUT 19.3 KM (12.0 MI) SOUTH OF HOUSTON, GO
 AW5694'EAST ON ALMEDA-GENOA ROAD FOR 0.4 KM (0.25 MI) TO A FORK, BEAR
 AW5694'RIGHT FOR 0.56 KM (0.35 MI) TO SOUTH CHURCH ENTRANCE ON THE LEFT.
 AW5694'TURN LEFT FOR ABOUT 35.0 METERS (115.0 FT) TO THE MARK ON THE LEFT.
 AW5694'
 AW5694'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5694'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5694'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5694'LOGO CAP STAMPED---HGCSD 48 1986---, THE ROD IS RECESSED 10 CM
 AW5694'BELOW THE GROUND SURFACE.  LOCATED 47.8 METERS (156.9 FT) SOUTH OF
 AW5694'THE CENTER OF NORTH ENTRANCE TO CHURCH, 32.3 METERS (106.0 FT)
 AW5694'EAST-NORTHEAST OF NORTH END OF CULVERT, 29.0 METERS (95.0 FT) EAST
 AW5694'OF UTILITY POLE NUMBER 14619, 26.1 METERS (85.6 FT) SOUTHEAST OF
 AW5694'SOUTH END OF CHURCH SIGN, 9.5 METERS (31.1 FT) EAST OF THE
 AW5694'CENTERLINE OF ALMEDA-GENOA ROAD AND 2.17 METERS (7.11 FT) NORTH OF
 AW5694'PARKING LOT.
 AW5694'
 AW5694'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5694'
 AW5694'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5694'
 AW5694'DESCRIBED BY T.F. DAWS
 AW5694
 AW5694                          STATION RECOVERY (1992)
 AW5694
 AW5694'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW5694'RECOVERED IN GOOD CONDITION.
 AW5694
 AW5694                          STATION RECOVERY (1992)
 AW5694
 AW5694'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW5694'RECOVERED IN GOOD CONDITION.
 AW5694
 AW5694                          STATION RECOVERY (1994)
 AW5694
 AW5694'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5694'RECOVERED AS DESCRIBED.
 AW5694
 AW5694                          STATION RECOVERY (2003)
 AW5694
 AW5694'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5694'RECOVERED IN GOOD CONDITION.
 AW5694
 AW5694                          STATION RECOVERY (2004)
 AW5694
 AW5694'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5694'RECOVERED IN GOOD CONDITION.
 AW5694
 AW5694                          STATION RECOVERY (2005)
 AW5694
 AW5694'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW5694'PREVIOUS DESCRIPTION ADEQUATE EXCEPT CHURCH REFERRED TO IS NOW
 AW5694''LUTHERAN EDUCATION ASSOCIATION'.
 AW5694
 AW5694                          STATION RECOVERY (2006)
 AW5694
 AW5694'RECOVERY NOTE BY GEOCACHING 2006 (GGM)
 AW5694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5699 ***********************************************************************
 AW5699  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5699  DESIGNATION -  HGCSD 49
 AW5699  PID         -  AW5699
 AW5699  STATE/COUNTY-  TX/HARRIS
 AW5699  USGS QUAD   -  LA PORTE (1982)
 AW5699
 AW5699                         *CURRENT SURVEY CONTROL
 AW5699  ___________________________________________________________________
 AW5699* NAD 83(1993)-  29 38 01.99992(N)    095 06 40.27256(W)     ADJUSTED  
 AW5699* NAVD 88     -         4.73   (meters)      15.5    (feet)  GPS OBS   
 AW5699  ___________________________________________________________________
 AW5699  X           -    -494,301.582 (meters)                     COMP
 AW5699  Y           -  -5,526,354.114 (meters)                     COMP
 AW5699  Z           -   3,135,151.999 (meters)                     COMP
 AW5699  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW5699  ELLIP HEIGHT-         -22.40  (meters)          (12/03/01) GPS OBS
 AW5699  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW5699  DYNAMIC HT  -           4.72  (meters)      15.5   (feet)  COMP
 AW5699  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 AW5699
 AW5699  HORZ ORDER  -  FIRST
 AW5699  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5699  ELLP ORDER  -  FOURTH    CLASS II
 AW5699
 AW5699.The horizontal coordinates were established by GPS observations
 AW5699.and adjusted by the National Geodetic Survey in December 2001..
 AW5699
 AW5699.The orthometric height was determined by GPS observations and a
 AW5699.high-resolution geoid model using precise GPS observation and
 AW5699.processing techniques. It supersedes the leveled height previously
 AW5699.determined for this station.
 AW5699.The vertical order pertains to the first NAVD 88 superseded value.
 AW5699
 AW5699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5699
 AW5699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5699
 AW5699.The ellipsoidal height was determined by GPS observations
 AW5699.and is referenced to NAD 83.
 AW5699
 AW5699.The geoid height was determined by GEOID03.
 AW5699
 AW5699.The dynamic height is computed by dividing the NAVD 88
 AW5699.geopotential number by the normal gravity value computed on the
 AW5699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5699.degrees latitude (g = 980.6199 gals.).
 AW5699
 AW5699.The modeled gravity was interpolated from observed gravity values.
 AW5699
 AW5699;                    North         East     Units Scale Factor Converg.
 AW5699;SPC TXSC     - 4,205,809.602   976,470.953   MT  0.99987681   +1 54 18.6
 AW5699;SPC TXSC     -13,798,560.34  3,203,638.45   sFT  0.99987681   +1 54 18.6
 AW5699;UTM  15      - 3,280,080.820   295,613.861   MT  1.00011545   -1 02 39.3
 AW5699
 AW5699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5699!SPC TXSC     -   1.00000352  x   0.99987681  =   0.99988033
 AW5699!UTM  15      -   1.00000352  x   1.00011545  =   1.00011897
 AW5699
 AW5699                          SUPERSEDED SURVEY CONTROL
 AW5699
 AW5699  ELLIP H (10/25/00)  -22.41   (m)                       GP(       ) 4 1
 AW5699  NAD 83(1993)-  29 38 02.00157(N)    095 06 40.27202(W) AD(       ) 1
 AW5699  ELLIP H (10/17/96)  -22.29   (m)                       GP(       ) 3 1
 AW5699  NAD 83(1993)-  29 38 02.00107(N)    095 06 40.27154(W) AD(       ) 1
 AW5699  ELLIP H (02/16/96)  -22.33   (m)                       GP(       ) 5 1
 AW5699  ELLIP H (01/21/93)  -22.61   (m)                       GP(       ) 4 2
 AW5699  NAD 83(1986)-  29 38 02.01582(N)    095 06 40.25350(W) AD(       ) 1
 AW5699  NAVD 88 (06/15/91)    4.686  (m)           15.37   (f) ADJUSTED    1 2
 AW5699  NGVD 29 (12/23/87)    4.683  (m)           15.36   (f) ADJUSTED    1 2
 AW5699
 AW5699.Superseded values are not recommended for survey control.
 AW5699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5699.See file dsdata.txt to determine how the superseded data were derived.
 AW5699
 AW5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9561480081(NAD 83)
 AW5699_MARKER: I = METAL ROD
 AW5699_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5699_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5699_STAMPING: HGCSD 49 1987
 AW5699_MARK LOGO: NGS   
 AW5699_PROJECTION: FLUSH
 AW5699_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5699+STABILITY: POSITION/ELEVATION WELL
 AW5699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5699+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW5699_ROD/PIPE-DEPTH: 14.6 meters
 AW5699_SLEEVE-DEPTH  : 6.1 meters
 AW5699
 AW5699  HISTORY     - Date     Condition        Report By
 AW5699  HISTORY     - 1987     MONUMENTED       NGS
 AW5699  HISTORY     - 1987     GOOD             NGS
 AW5699  HISTORY     - 19900805 GOOD             USPSQD
 AW5699  HISTORY     - 19940326 GOOD             USPSQD
 AW5699  HISTORY     - 19941207 GOOD             HGCSD
 AW5699  HISTORY     - 19991113 GOOD             USPSQD
 AW5699  HISTORY     - 20040505 GOOD             USPSQD
 AW5699  HISTORY     - 20050620 GOOD             NASA
 AW5699  HISTORY     - 20050705 GOOD             USPSQD
 AW5699
 AW5699                          STATION DESCRIPTION
 AW5699
 AW5699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5699'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI)
 AW5699'SOUTHEAST OF HOUSTON, 8.8 KM (5.5 MI) SOUTHWEST OF LA PORTE AND ON
 AW5699'PROPERTY OF THE BAYWOOD COUNTRY CLUB.
 AW5699'OWNERSHIP--BAYWOOD COUNTRY CLUB, 5500 GENOA-RED BLUFF ROAD,
 AW5699'PASADENA TX 77505, PHONE 713-487-0093.
 AW5699'
 AW5699'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND
 AW5699'EDGEBROOK DRIVE (FAIRMONT PARKWAY) IN SOUTH HOUSTON, GO EAST ON
 AW5699'EDGEBROOK DRIVE FOR 12.7 KM (7.9 MI) TO RED BLUFF ROAD, TURN RIGHT
 AW5699'AND GO SOUTHEAST ON RED BLUFF ROAD FOR 2.1 KM (1.3 MI) TO A SIDE
 AW5699'ROAD RIGHT, TURN RIGHT AND GO WEST ON GENOA-RED BLUFF ROAD FOR 0.3
 AW5699'KM (0.2 MI) TO THE STATION ON THE LEFT.
 AW5699'
 AW5699'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5699'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5699'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5699'LOGO CAP STAMPED---HGCSD 49 1987---, THE ROD IS RECESSED 10 CM
 AW5699'BELOW THE GROUND.  LOCATED 13.6 METERS (44.6 FT) NORTHWEST OF THE
 AW5699'NORTHWEST CORNER OF A BLOCK BUILDING, 7.1 METERS (23.2 FT) NORTH OF
 AW5699'THE NORTH EDGE OF A EAST-WEST SIDEWALK, 7.2 METERS (23.6 FT)
 AW5699'NORTHWEST OF A UTILITY POLE AND 1.7 METERS (5.8 FT) EAST OF THE
 AW5699'EAST EDGE OF THE PARKING LOT.
 AW5699'
 AW5699'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5699'
 AW5699'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5699'
 AW5699'DESCRIBED BY P.C. OSLEY.
 AW5699
 AW5699                          STATION RECOVERY (1987)
 AW5699
 AW5699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5699'8.8 KM (5.45 MI) EAST FROM GENOA.
 AW5699'8.7 KM (5.4 MI) EAST ALONG GENOA-RES BLUFF ROAD FROM THE GALVESTON,
 AW5699'HOUSTON AND HENDERSON RAILROAD STATION IN GENOA, THENCE 0.1 KM (0.05
 AW5699'MI) SOUTH ALONG A PAVED ROAD TO THE ENTRANCE TO THE BAYWOOD COUNTRY
 AW5699'CLUB, 13.59 METERS (44.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 AW5699'GOLF CART SHED, 7.10 METERS (23.3 FT) NORTH OF THE NORTH EDGE OF AN
 AW5699'EAST-WEST SIDEWALK, 7.10 METERS (23.3 FT) NORTHWEST OF A UTILITY POLE,
 AW5699'1.8 METERS (5.9 FT) EAST OF THE EAST EDGE OF THE PARKING LOT.
 AW5699'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5699'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 AW5699
 AW5699                          STATION RECOVERY (1990)
 AW5699
 AW5699'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW5699'RECOVERED IN GOOD CONDITION.
 AW5699
 AW5699                          STATION RECOVERY (1994)
 AW5699
 AW5699'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5699'RECOVERED IN GOOD CONDITION.
 AW5699
 AW5699                          STATION RECOVERY (1994)
 AW5699
 AW5699'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5699'RECOVERED AS DESCRIBED.
 AW5699
 AW5699                          STATION RECOVERY (1999)
 AW5699
 AW5699'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5699'RECOVERED IN GOOD CONDITION.
 AW5699
 AW5699                          STATION RECOVERY (2004)
 AW5699
 AW5699'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5699'RECOVERED IN GOOD CONDITION.
 AW5699
 AW5699                          STATION RECOVERY (2005)
 AW5699
 AW5699'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW5699'RECOVERED IN GOOD CONDITION.
 AW5699
 AW5699                          STATION RECOVERY (2005)
 AW5699
 AW5699'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5699'GP IS OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1998 ***********************************************************************
 BL1998  HT_MOD      -  This is a Height Modernization Survey Station.
 BL1998  DESIGNATION -  HGCSD 5
 BL1998  PID         -  BL1998
 BL1998  STATE/COUNTY-  TX/HARRIS
 BL1998  USGS QUAD   -  SPRING (1982)
 BL1998
 BL1998                         *CURRENT SURVEY CONTROL
 BL1998  ___________________________________________________________________
 BL1998* NAD 83(1993)-  30 03 40.07036(N)    095 24 52.92817(W)     ADJUSTED  
 BL1998* NAVD 88     -        33.38   (meters)     109.5    (feet)  GPS OBS   
 BL1998  ___________________________________________________________________
 BL1998  X           -    -521,347.623 (meters)                     COMP
 BL1998  Y           -  -5,500,217.216 (meters)                     COMP
 BL1998  Z           -   3,176,243.530 (meters)                     COMP
 BL1998  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BL1998  ELLIP HEIGHT-           5.93  (meters)          (12/03/01) GPS OBS
 BL1998  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BL1998  DYNAMIC HT  -          33.34  (meters)     109.4   (feet)  COMP
 BL1998  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 BL1998
 BL1998  HORZ ORDER  -  FIRST
 BL1998  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1998  ELLP ORDER  -  FOURTH    CLASS II
 BL1998
 BL1998.The horizontal coordinates were established by GPS observations
 BL1998.and adjusted by the National Geodetic Survey in December 2001..
 BL1998
 BL1998.The orthometric height was determined by GPS observations and a
 BL1998.high-resolution geoid model using precise GPS observation and
 BL1998.processing techniques. It supersedes the leveled height previously
 BL1998.determined for this station.
 BL1998.WARNING-GPS observations at this control monument resulted in a GPS
 BL1998.derived orthometric height which differed from the leveled height by
 BL1998.more than one decimeter (0.1 meter).
 BL1998.The vertical order pertains to the first NAVD 88 superseded value.
 BL1998
 BL1998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL1998
 BL1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1998
 BL1998.The ellipsoidal height was determined by GPS observations
 BL1998.and is referenced to NAD 83.
 BL1998
 BL1998.The geoid height was determined by GEOID03.
 BL1998
 BL1998.The dynamic height is computed by dividing the NAVD 88
 BL1998.geopotential number by the normal gravity value computed on the
 BL1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1998.degrees latitude (g = 980.6199 gals.).
 BL1998
 BL1998.The modeled gravity was interpolated from observed gravity values.
 BL1998
 BL1998;                    North         East     Units Scale Factor Converg.
 BL1998;SPC TXSC     - 4,252,203.658   945,646.099   MT  0.99994337   +1 45 23.3
 BL1998;SPC TXSC     -13,950,771.50  3,102,507.24   sFT  0.99994337   +1 45 23.3
 BL1998;UTM  15      - 3,328,017.249   267,215.846   MT  1.00026860   -1 12 36.5
 BL1998
 BL1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1998!SPC TXSC     -   0.99999907  x   0.99994337  =   0.99994244
 BL1998!UTM  15      -   0.99999907  x   1.00026860  =   1.00026767
 BL1998
 BL1998                          SUPERSEDED SURVEY CONTROL
 BL1998
 BL1998  ELLIP H (10/25/00)    6.09   (m)                       GP(       ) 4 1
 BL1998  NAD 83(1993)-  30 03 40.07131(N)    095 24 52.92709(W) AD(       ) 1
 BL1998  ELLIP H (10/17/96)    6.22   (m)                       GP(       ) 3 1
 BL1998  NAD 83(1993)-  30 03 40.07035(N)    095 24 52.92737(W) AD(       ) 1
 BL1998  ELLIP H (02/16/96)    6.29   (m)                       GP(       ) 5 1
 BL1998  NAD 83(1986)-  30 03 40.08445(N)    095 24 52.90835(W) AD(       ) 1
 BL1998  NAVD 88 (06/15/91)   33.719  (m)          110.63   (f) ADJUSTED    1 2
 BL1998  NGVD 29 (12/23/87)   33.719  (m)          110.63   (f) ADJUSTED    1 2
 BL1998
 BL1998.Superseded values are not recommended for survey control.
 BL1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1998.See file dsdata.txt to determine how the superseded data were derived.
 BL1998
 BL1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6721628017(NAD 83)
 BL1998_MARKER: I = METAL ROD
 BL1998_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL1998_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL1998_STAMPING: HGCSD 5 1987
 BL1998_MARK LOGO: NGS   
 BL1998_PROJECTION: RECESSED 1 CENTIMETERS
 BL1998_MAGNETIC: I = MARKER IS A STEEL ROD
 BL1998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL1998+STABILITY: POSITION/ELEVATION WELL
 BL1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1998+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1998_ROD/PIPE-DEPTH: 15.8 meters
 BL1998_SLEEVE-DEPTH  : 6.1 meters
 BL1998
 BL1998  HISTORY     - Date     Condition        Report By
 BL1998  HISTORY     - 1987     MONUMENTED       NGS
 BL1998  HISTORY     - 1987     GOOD             NGS
 BL1998  HISTORY     - 19941122 GOOD             HGCSD
 BL1998  HISTORY     - 19950905 GOOD             USPSQD
 BL1998  HISTORY     - 20031211 GOOD             INDIV
 BL1998  HISTORY     - 20050929 GOOD             USPSQD
 BL1998
 BL1998                          STATION DESCRIPTION
 BL1998
 BL1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL1998'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI)
 BL1998'NORTH OF HOUSTON, 16.1 KM (10.0 MI) WEST OF HUMBLE AND 3.2 KM (2.0
 BL1998'MI) SOUTH OF SPRING.
 BL1998'OWNERSHIP--HARRIS COUNTY PARKS DEPARTMENT, A E LYONS, COUNTY
 BL1998'COMMISSIONER, PRECINCT NO 4, 11901 WEST HARDY STREET, HOUSTON TX
 BL1998'77076, PHONE 713-447-3619.  PERMISSION WAS GIVEN BY MR PHIL ROGERS
 BL1998'OF THE SAME ADDRESS.
 BL1998'
 BL1998'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 45
 BL1998'AND FM 1960 WHICH IS ABOUT 8.0 KM (5.0 MI) SOUTH OF SPRING, GO
 BL1998'EASTERLY ON FM 1960 FOR 2.6 KM (1.6 MI) TO THE INTERSECTION OF FM
 BL1998'1960 AND HARDY ROAD.  TURN LEFT AND GO NORTHERLY ON HARDY ROAD FOR
 BL1998'3.9 KM (2.45 MI) TO A ROAD LEFT LEADING TO ARTHUR BAYER PARK.  TURN
 BL1998'LEFT FOR 0.2 KM (0.1 MI) TO A LOCKED GATE. (CONTACT MR. PHIL ROGERS
 BL1998'AT NUMBER LISTED IN LOCATION FOR KEY INFORMATION.) PASS THROUGH THE
 BL1998'GATE AND TURN RIGHT FOR 35 METERS (115 FT) TO THE STATION ON THE
 BL1998'RIGHT.
 BL1998'
 BL1998'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BL1998'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 BL1998'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 BL1998'LOGO CAP STAMPED---HGCSD 1 1986---, THE ROD IS RECESSED 8 CM BELOW
 BL1998'THE GROUND SURFACE.  LOCATED 21.0 METERS (69.0 FT) NORTH OF THE
 BL1998'NORTHEAST CORNER OF THE PARKING LOT, 8.9 METERS (29.2 FT) SOUTHWEST
 BL1998'OF THE NORTHEAST CORNER OF A FENCE SURROUNDING THE PARK, 5.4 METERS
 BL1998'(17.6 FT) SOUTHWEST OF THE EASTERLY FENCELINE AND 4.9 METERS (16.0
 BL1998'FT) SOUTH OF THE NORTH FENCELINE.
 BL1998'
 BL1998'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 BL1998'
 BL1998'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 BL1998'
 BL1998'DESCRIBED BY V.A. BARNUM.
 BL1998
 BL1998                          STATION RECOVERY (1987)
 BL1998
 BL1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1998'2.2 KM (1.35 MI) SOUTH FROM SPRING.
 BL1998'2.0 KM (1.25 MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BL1998'ITS JUNCTION WITH SPRING SCHOOL ROAD IN SPRING, THENCE 0.2 KM (0.1 MI)
 BL1998'SOUTHWEST ALONG A ROAD LEADING TO BAYER PARK, NEAR THE NORTH CORNER OF
 BL1998'THE PARK, 61.9 M (203.1 FT) NORTH-NORTHWEST OF THE CENTER OF A ROAD
 BL1998'AND GATE, 21.0 M (68.9 FT) NORTHEAST OF THE NORTH CORNER OF A PARKING
 BL1998'LOT, 9.0 M (29.5 FT) SOUTH-SOUTHWEST OF A FENCE CORNER, 5.3 M (17.4
 BL1998'FT) WEST OF A FENCE, AND 4.0 M (13.1 FT) SOUTHEAST OF A FENCE.
 BL1998'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL1998'THE MARK IS ABOVE LEVEL WITH THE PARKING LOT.
 BL1998
 BL1998                          STATION RECOVERY (1994)
 BL1998
 BL1998'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 BL1998'RECOVERED AS DESCRIBED.
 BL1998
 BL1998                          STATION RECOVERY (1995)
 BL1998
 BL1998'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1998'RECOVERED IN GOOD CONDITION.
 BL1998
 BL1998                          STATION RECOVERY (2003)
 BL1998
 BL1998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 BL1998'RECOVERED AS DESCRIBED
 BL1998
 BL1998                          STATION RECOVERY (2005)
 BL1998
 BL1998'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1998'FOUND AS DESCRIBED. GO TO N30 03 40.1 W095 24 53.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5663 ***********************************************************************
 AW5663  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5663  DESIGNATION -  HGCSD 50
 AW5663  PID         -  AW5663
 AW5663  STATE/COUNTY-  TX/HARRIS
 AW5663  USGS QUAD   -  LEAGUE CITY (1995)
 AW5663
 AW5663                         *CURRENT SURVEY CONTROL
 AW5663  ___________________________________________________________________
 AW5663* NAD 83(1993)-  29 37 06.15351(N)    095 00 06.43028(W)     ADJUSTED  
 AW5663* NAVD 88     -         2.69   (meters)       8.8    (feet)  GPS OBS   
 AW5663  ___________________________________________________________________
 AW5663  X           -    -483,822.619 (meters)                     COMP
 AW5663  Y           -  -5,528,132.916 (meters)                     COMP
 AW5663  Z           -   3,133,656.263 (meters)                     COMP
 AW5663  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW5663  ELLIP HEIGHT-         -24.41  (meters)          (12/03/01) GPS OBS
 AW5663  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW5663  DYNAMIC HT  -           2.69  (meters)       8.8   (feet)  COMP
 AW5663  MODELED GRAV-     979,276.7   (mgal)                       NAVD 88
 AW5663
 AW5663  HORZ ORDER  -  FIRST
 AW5663  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5663  ELLP ORDER  -  FOURTH    CLASS II
 AW5663
 AW5663.The horizontal coordinates were established by GPS observations
 AW5663.and adjusted by the National Geodetic Survey in December 2001..
 AW5663
 AW5663.The orthometric height was determined by GPS observations and a
 AW5663.high-resolution geoid model using precise GPS observation and
 AW5663.processing techniques. It supersedes the leveled height previously
 AW5663.determined for this station.
 AW5663.The vertical order pertains to the first NAVD 88 superseded value.
 AW5663
 AW5663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5663
 AW5663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5663
 AW5663.The ellipsoidal height was determined by GPS observations
 AW5663.and is referenced to NAD 83.
 AW5663
 AW5663.The geoid height was determined by GEOID03.
 AW5663
 AW5663.The dynamic height is computed by dividing the NAVD 88
 AW5663.geopotential number by the normal gravity value computed on the
 AW5663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5663.degrees latitude (g = 980.6199 gals.).
 AW5663
 AW5663.The modeled gravity was interpolated from observed gravity values.
 AW5663
 AW5663;                    North         East     Units Scale Factor Converg.
 AW5663;SPC TXSC     - 4,204,448.393   987,116.584   MT  0.99987544   +1 57 31.6
 AW5663;SPC TXSC     -13,794,094.44  3,238,564.99   sFT  0.99987544   +1 57 31.6
 AW5663;UTM  15      - 3,278,173.337   306,177.618   MT  1.00006355   -0 59 22.7
 AW5663
 AW5663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5663!SPC TXSC     -   1.00000383  x   0.99987544  =   0.99987927
 AW5663!UTM  15      -   1.00000383  x   1.00006355  =   1.00006738
 AW5663
 AW5663                          SUPERSEDED SURVEY CONTROL
 AW5663
 AW5663  ELLIP H (10/25/00)  -24.42   (m)                       GP(       ) 4 1
 AW5663  NAD 83(1993)-  29 37 06.15547(N)    095 00 06.42938(W) AD(       ) 1
 AW5663  ELLIP H (10/17/96)  -24.30   (m)                       GP(       ) 3 1
 AW5663  NAD 83(1993)-  29 37 06.15553(N)    095 00 06.42969(W) AD(       ) 1
 AW5663  ELLIP H (02/16/96)  -24.47   (m)                       GP(       ) 5 1
 AW5663  ELLIP H (01/21/93)  -24.60   (m)                       GP(       ) 4 2
 AW5663  NAD 83(1986)-  29 37 06.17036(N)    095 00 06.41135(W) AD(       ) 1
 AW5663  NAVD 88 (06/15/91)    2.687  (m)            8.82   (f) ADJUSTED    1 2
 AW5663  NGVD 29 (12/23/87)    2.684  (m)            8.81   (f) ADJUSTED    1 2
 AW5663
 AW5663.Superseded values are not recommended for survey control.
 AW5663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5663.See file dsdata.txt to determine how the superseded data were derived.
 AW5663
 AW5663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0617878173(NAD 83)
 AW5663_MARKER: I = METAL ROD
 AW5663_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5663_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5663_STAMPING: HGCSD 50 1986
 AW5663_MARK LOGO: NGS   
 AW5663_PROJECTION: RECESSED 1 CENTIMETERS
 AW5663_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5663+STABILITY: POSITION/ELEVATION WELL
 AW5663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5663+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW5663_ROD/PIPE-DEPTH: 12.8 meters
 AW5663_SLEEVE-DEPTH  : 6.1 meters
 AW5663
 AW5663  HISTORY     - Date     Condition        Report By
 AW5663  HISTORY     - 1986     MONUMENTED       NGS
 AW5663  HISTORY     - 1987     GOOD             NGS
 AW5663  HISTORY     - 1990     GOOD             USPSQD
 AW5663  HISTORY     - 19930319 GOOD             NOS
 AW5663  HISTORY     - 19931122 GOOD             USPSQD
 AW5663  HISTORY     - 19941207 GOOD             HGCSD
 AW5663  HISTORY     - 20030423 GOOD             USPSQD
 AW5663  HISTORY     - 20050117 GOOD             USPSQD
 AW5663
 AW5663                          STATION DESCRIPTION
 AW5663
 AW5663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5663'6.8 KM (4.2 MI) SOUTH FROM LA PORTE.
 AW5663'5.0 KM (3.1 MI) SOUTH ALONG STATE HIGHWY A (BUSINESS) FROM THE
 AW5663'INTERSECTION OF BROADWAY AND SAN JACINTO STREET IN LA PORTE, THENCE
 AW5663'0.9 KM (0.55 MI) EAST ALONG SHORE ACRES BLVD., THENCE 0.3 KM (0.2 MI)
 AW5663'SOUTHEAST ALONG SUNRISE DRIVE, THENCE 0.55 KM (0.35 MI) EAST ALONG
 AW5663'BAYWOOD TO THE HOUSTON YACHT CLUB AND THE MARK ON THE NORTHWEST SIDE
 AW5663'OF A WOOD FENCE WITH BRICK SUPPORTS, 24.0 METERS (78.7 FT)
 AW5663'NORTH-NORTHEAST OF THE EXTENDED CENTER OF MIRAMAR STREET, 20.05 METERS
 AW5663'(65.78 FT) SOUTHWEST OF THE NORTH BRICK SUPPORT OF THE BOARD FENCE,
 AW5663'19.9 METERS (65.3 FT) NORTH OF A FIRE HYDRANT, 9.75 METERS (31.99 FT)
 AW5663'NORTHWEST OF THE NORTHWEST CORNER OF THE 3RD BRICK SUPPORT FROM THE
 AW5663'NORTH END OF THE BOARD FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5663'THROUGH A 5-INCH LOGO CAP.
 AW5663'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 AW5663
 AW5663                          STATION RECOVERY (1987)
 AW5663
 AW5663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5663'THE STATION IS LOCATED ABOUT 37.0 KM (23.0 MI)
 AW5663'SOUTHEAST OF HOUSTON, 12.9 KM (8.0 MI) SOUTH-SOUTHWEST OF BAYTOWN
 AW5663'AND 4.0 KM (2.5 MI) EAST OF LA PORTE.
 AW5663'OWNERSHIP--CITY OF SHOREACRES, BILL HAIFLICH, MAYOR, 601 SHOREACRES
 AW5663'BOULEVARD, SHOREACRES TX 77571, PHONE 713-471-0479.
 AW5663'
 AW5663'TO REACH THE STATION FROM THE JUNCTION OF FAIRMONT PARKWAY AND
 AW5663'STATE HIGHWAY 146 IN LA PORTE, GO SOUTH ON STATE HIGHWAY 146 FOR
 AW5663'3.9 KM (2.4 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON
 AW5663'SHOREACRES BOULEVARD FOR 1.6 KM (1.0 MI) TO THE INTERSECTION OF OLD
 AW5663'STATE HIGHWAY 146.  CONTINUE EAST ON SHOREACRES BOULEVARD FOR 0.9
 AW5663'KM (0.55 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTHERLY ON
 AW5663'SUNRISE ROAD FOR 0.1 KM (0.05 MI) TO A CROSSROAD.  TURN LEFT AND GO
 AW5663'EAST ON OAKDALE STREET FOR 0.6 KM (0.35 MI) TO A T-JUNCTION.  TURN
 AW5663'RIGHT AND GO SOUTH ON MIRAMAR STREET FOR 0.2 KM (0.15 MI) TO THE
 AW5663'STATION ON THE LEFT.
 AW5663'
 AW5663'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5663'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5663'LONG FILLED WITH GREASE THAT IS ENCASED INSIDE A 5-INCH PCV PIPE
 AW5663'WITH A LOGO CAP STAMPED---HGCSD 50 1986---, THE ROD IS RECESSED 10
 AW5663'CM BELOW THE GROUND.  LOCATED 24.4 METERS (80.1 FT) NORTHEAST OF
 AW5663'THE CENTER OF MIRAMAR STREET, 20.1 METERS (65.9 FT) WEST-SOUTHWEST
 AW5663'OF THE MOST NORTHERLY BRICK COLUMN OF A BOARD FENCE, 19.4 METERS
 AW5663'(63.8 FT) NORTH OF A FIRE HYDRANT AND 9.9 METERS (32.5 FT)
 AW5663'NORTHWEST OF THE BOARD FENCE.
 AW5663'
 AW5663'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5663'
 AW5663'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5663'
 AW5663'DESCRIBED BY P.C. OSLEY.
 AW5663
 AW5663                          STATION RECOVERY (1990)
 AW5663
 AW5663'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW5663'RECOVERED IN GOOD CONDITION.
 AW5663
 AW5663                          STATION RECOVERY (1993)
 AW5663
 AW5663'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 AW5663'RECOVERED IN GOOD CONDITION.
 AW5663
 AW5663                          STATION RECOVERY (1993)
 AW5663
 AW5663'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5663'RECOVERED IN GOOD CONDITION.
 AW5663
 AW5663                          STATION RECOVERY (1994)
 AW5663
 AW5663'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5663'RECOVERED AS DESCRIBED.
 AW5663
 AW5663                          STATION RECOVERY (2003)
 AW5663
 AW5663'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AW5663'RECOVERED IN GOOD CONDITION.
 AW5663
 AW5663                          STATION RECOVERY (2005)
 AW5663
 AW5663'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5585 ***********************************************************************
 AW5585  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5585  DESIGNATION -  HGCSD 51
 AW5585  PID         -  AW5585
 AW5585  STATE/COUNTY-  TX/HARRIS
 AW5585  USGS QUAD   -  LEAGUE CITY (1995)
 AW5585
 AW5585                         *CURRENT SURVEY CONTROL
 AW5585  ___________________________________________________________________
 AW5585* NAD 83(1993)-  29 33 50.88872(N)    095 07 08.44877(W)     ADJUSTED  
 AW5585* NAVD 88     -         5.75   (meters)      18.9    (feet)  GPS OBS   
 AW5585  ___________________________________________________________________
 AW5585  X           -    -495,397.318 (meters)                     COMP
 AW5585  Y           -  -5,530,091.199 (meters)                     COMP
 AW5585  Z           -   3,128,429.705 (meters)                     COMP
 AW5585  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW5585  ELLIP HEIGHT-         -21.31  (meters)          (12/03/01) GPS OBS
 AW5585  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW5585  DYNAMIC HT  -           5.74  (meters)      18.8   (feet)  COMP
 AW5585  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 AW5585
 AW5585  HORZ ORDER  -  FIRST
 AW5585  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5585  ELLP ORDER  -  FOURTH    CLASS II
 AW5585
 AW5585.The horizontal coordinates were established by GPS observations
 AW5585.and adjusted by the National Geodetic Survey in December 2001..
 AW5585
 AW5585.The orthometric height was determined by GPS observations and a
 AW5585.high-resolution geoid model using precise GPS observation and
 AW5585.processing techniques. It supersedes the leveled height previously
 AW5585.determined for this station.
 AW5585.The vertical order pertains to the first NAVD 88 superseded value.
 AW5585
 AW5585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5585
 AW5585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5585
 AW5585.The ellipsoidal height was determined by GPS observations
 AW5585.and is referenced to NAD 83.
 AW5585
 AW5585.The geoid height was determined by GEOID03.
 AW5585
 AW5585.The dynamic height is computed by dividing the NAVD 88
 AW5585.geopotential number by the normal gravity value computed on the
 AW5585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5585.degrees latitude (g = 980.6199 gals.).
 AW5585
 AW5585.The modeled gravity was interpolated from observed gravity values.
 AW5585
 AW5585;                    North         East     Units Scale Factor Converg.
 AW5585;SPC TXSC     - 4,198,057.831   975,970.036   MT  0.99987122   +1 54 04.8
 AW5585;SPC TXSC     -13,773,128.07  3,201,995.03   sFT  0.99987122   +1 54 04.8
 AW5585;UTM  15      - 3,272,363.193   294,714.672   MT  1.00012001   -1 02 45.2
 AW5585
 AW5585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5585!SPC TXSC     -   1.00000335  x   0.99987122  =   0.99987457
 AW5585!UTM  15      -   1.00000335  x   1.00012001  =   1.00012336
 AW5585
 AW5585                          SUPERSEDED SURVEY CONTROL
 AW5585
 AW5585  ELLIP H (05/01/00)  -21.33   (m)                       GP(       ) 3 1
 AW5585  NAD 83(1993)-  29 33 50.88943(N)    095 07 08.44784(W) AD(       ) B
 AW5585  ELLIP H (05/09/94)  -21.19   (m)                       GP(       ) 4 2
 AW5585  NAD 83(1986)-  29 33 50.90391(N)    095 07 08.42928(W) AD(       ) 1
 AW5585  NAVD 88 (03/24/97)    5.711  (m)           18.74   (f) ADJUSTED    1 2
 AW5585  NAVD 88 (09/11/96)    5.713  (m)           18.74   (f) UNKNOWN     1 2
 AW5585  NAVD 88 (06/15/91)    5.747  (m)           18.85   (f) UNKNOWN     1 2
 AW5585  NGVD 29 (12/23/87)    5.743  (m)           18.84   (f) ADJUSTED    1 2
 AW5585
 AW5585.Superseded values are not recommended for survey control.
 AW5585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5585.See file dsdata.txt to determine how the superseded data were derived.
 AW5585
 AW5585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9471572363(NAD 83)
 AW5585_MARKER: I = METAL ROD
 AW5585_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5585_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5585_STAMPING: HGCSD 51 1986
 AW5585_MARK LOGO: NGS   
 AW5585_PROJECTION: RECESSED 1 CENTIMETERS
 AW5585_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW5585_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5585+STABILITY: POSITION/ELEVATION WELL
 AW5585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5585+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1998
 AW5585_ROD/PIPE-DEPTH: 11.0 meters
 AW5585_SLEEVE-DEPTH  : 6.1 meters
 AW5585
 AW5585  HISTORY     - Date     Condition        Report By
 AW5585  HISTORY     - 1986     MONUMENTED       NGS
 AW5585  HISTORY     - 1987     GOOD             NGS
 AW5585  HISTORY     - 19921021 GOOD             NOS
 AW5585  HISTORY     - 19930309 GOOD             NGS
 AW5585  HISTORY     - 19941207 GOOD             HGCSD
 AW5585  HISTORY     - 19951109 GOOD             CHANCE
 AW5585  HISTORY     - 19961203 GOOD             NGS
 AW5585  HISTORY     - 19980203 GOOD             NGS
 AW5585  HISTORY     - 20020310 GOOD             USPSQD
 AW5585
 AW5585                          STATION DESCRIPTION
 AW5585
 AW5585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5585'4.3 KM (2.7 MI) NE FROM WEBSTER.
 AW5585'THE MARK IS 0.4 M BELOW ROAD.
 AW5585'1.6 KM (1.0 MI) NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW5585'NASA ROAD 1 IN WEBSTER, THENCE 2.1 KM (1.3 MI) NORTHEAST ALONG BAY
 AW5585'AREA BOULEVARD, THENCE 0.5 KM (0.3 MI) WEST ALONG RESEDA DRIVE, THENCE
 AW5585'0.1 KM (0.05 MI) SOUTH ALONG A PAVED ROAD LEADING TO THE MAINTENANCE
 AW5585'YARD OF THE CLEAR LAKE COUNTRY CLUB GOLF COURSE, 35.5 M (116.5 FT)
 AW5585'NORTHEAST OF THE NORTH CORNER OF THE MAINTENANCE BUILDING, 9.8 M
 AW5585'(32.2 FT) EAST-SOUTHEAST OF THE CENTER OF THE ROAD, AND 8.0 M
 AW5585'(26.2 FT) WEST OF THE WEST EDGE OF A CANAL BANK.  NOTE--ACCESS TO
 AW5585'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5585
 AW5585                          STATION RECOVERY (1987)
 AW5585
 AW5585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5585'THE STATION IS LOCATED ABOUT 33.8 KM (21.0 MI)
 AW5585'SOUTHEAST OF HOUSTON, 9.7 KM (6.0 MI) WEST OF SEABROOK 4.0 KM (2.5
 AW5585'MI) NORTH OF WEBSTER AND AT THE CLEAR LAKE COUNTRY CLUB.
 AW5585'OWNERSHIP--FRIENDSWOOD DEVELOPMENT COMPANY, MR CHARLES MONHAN,
 AW5585'233 BENMAR, FRIENDSWOOD TX 77546, PHONE 713-486-2820.
 AW5585'
 AW5585'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND NASA
 AW5585'ROAD 1, ABOUT 4.0 KM (2.5 MI) NORTH OF WEBSTER, GO NORTH ON STATE
 AW5585'HIGHWAY 3 FOR 1.6 KM (1.0 MI) TO BAY AREA BLVD, TURN RIGHT AND GO
 AW5585'NORTHEAST, ON BAY AREA BLVD FOR 2.1 KM (1.3 MI) TO RESEDA DRIVE ON
 AW5585'THE LEFT, TURN LEFT FOR 0.5 KM (0.3 MI) TO A ROAD LEFT (JUST AFTER
 AW5585'CROSSING A BRIDGE), TURN LEFT FOR 0.1 KM (0.05 MI) TO THE STATION
 AW5585'ON THE LEFT JUST BEFORE REACHING A MAINTENANCE BUILDING.
 AW5585'
 AW5585'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5585'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5585'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5585'LOGO CAP STAMPED---HGCSD 51 1986---, THE ROD IS RECESSED 10 CM
 AW5585'BELOW THE GROUND SURFACE.  LOCATED 36.4 METERS (119.4 FT) NORTH OF
 AW5585'NORTHWEST CORNER OF MAINTENANCE BUILDING, 10.3 METERS (33.9 FT)
 AW5585'EAST OF THE CENTER OF DRIVEWAY AND 9.3 METERS (30.6 FT) WEST OF
 AW5585'WEST EDGE OF A DITCH.
 AW5585'
 AW5585'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5585'
 AW5585'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5585'
 AW5585'DESCRIBED BY T.F. DAWS.
 AW5585
 AW5585                          STATION RECOVERY (1992)
 AW5585
 AW5585'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW5585'RECOVERED IN GOOD CONDITION.
 AW5585
 AW5585                          STATION RECOVERY (1993)
 AW5585
 AW5585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW5585'THE STATION IS LOCATED ABOUT 33 KM (20.50 MI) SOUTHEAST OF HOUSTON, 9
 AW5585'KM (5.60 MI) WEST OF SEABROOK, 4 KM (2.50 MI) NORTH OF WEBSTER, 3 KM
 AW5585'(1.85 MI) NORTHEAST OF INTERSTATE HIGHWAY 45 IN FLAT OPEN GRASS ON
 AW5585'THE NORTH SIDE OF THE CLEAR LAKE COUNTRY CLUB. OWNERSHIP--FRIENDSWOOD
 AW5585'DEVELOPMENT COMPANY, MR. CHARLES MONHAN, FRIENDSWOOD, TX 77546.
 AW5585'PHONE 713-486-2820.
 AW5585'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 3 AND NASA ROAD 1, GO
 AW5585'NORTHWEST ON HIGHWAY 3 FOR 1.6 KM (1.00 MI) TO THE INTERSECTION OF
 AW5585'BAY AREA BOULEVARD.  TURN RIGHT, NORTHEAST, ON BAY AREA BOULEVARD FOR
 AW5585'2.1 KM (1.30 MI) TO THE INTERSECTION OF RESEDA DRIVE.  TURN LEFT,
 AW5585'WEST, ON RESEDA DRIVE FOR 0.45 KM (0.25 MI) TO A NARROW PAVED ROAD ON
 AW5585'THE LEFT JUST AFTER CROSSING A BRIDGE AND A SIGN -CLEAR LAKE GOLF
 AW5585'CLUB-.  TURN LEFT, SOUTH, ON THE PAVED ROAD AND ALONG A LARGE DITCH
 AW5585'FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT JUST BEFORE REACHING
 AW5585'A MAINTENANCE BUILDING.
 AW5585'THE STATION IS A PUNCHHOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 AW5585'2.5 CM GREASE FILLED SLEEVE 6.1 M (20.0 FT) LONG ENCASED IN A 12.7 CM
 AW5585'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 AW5585'GROUND.  IT IS 36.0 M (118.1 FT) NORTH FROM THE NORTH CORNER OF THE
 AW5585'MAINTENANCE BUILDING, 36.1 M (118.4 FT) NORTHEAST FROM BENCHMARK W
 AW5585'1226, 10.3 M (33.8 FT) SOUTHEAST FROM THE CENTER OF THE PAVED ROAD,
 AW5585'16.6 M (54.5 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A 60 CM ROUND
 AW5585'MANHOLE COVER IN THE PAVED ROAD, AND 10.3 M (33.8 FT) WEST FROM THE
 AW5585'WEST EDGE OF A 10 M (32.8 FT) WIDE, 3 M (9.8 FT) DEEP DITCH.
 AW5585
 AW5585                          STATION RECOVERY (1994)
 AW5585
 AW5585'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5585'RECOVERED AS DESCRIBED.
 AW5585
 AW5585                          STATION RECOVERY (1995)
 AW5585
 AW5585'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5585'RECOVERED IN GOOD CONDITION AS DESCRIBED.  ADDITIONAL TIES FOLLOW. 8.3
 AW5585'M (27.2 FT) EAST OF THE EAST EDGE OF A GRAVEL DRIVE.  21.0 M (68.9 FT)
 AW5585'NORTH OF THE NORTHERLY ONE OF TWO MANHOLES.  43.7 M (143.4 FT) NORTH
 AW5585'OF THE NORTHEAST CORNER OF THE MAINTENANCE BUILDING.  98.7 M (323.8
 AW5585'FT) SOUTH OF THE SOUTH CURB OF RESEDA DRIVE.
 AW5585
 AW5585                          STATION RECOVERY (1996)
 AW5585
 AW5585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5585'1.6 KM (1.00 MI) NORTHWESTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW5585'OF NASA 1 HIGHWAY IN WEBSTER, THENCE 2.1 KM (1.30 MI) NORTHEASTERLY
 AW5585'ALONG BAY AREA BOULEVARD, THENCE 0.5 KM (0.30 MI) WESTERLY ALONG
 AW5585'RESEDA DRIVE, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A NARROW PAVED
 AW5585'ROAD, 36.1 M (118.4 FT) NORTHEAST OF BENCH MARK W 1226, 40.1 M (131.6
 AW5585'FT) NORTHEAST OF THE NORTH CORNER OF A MAINTENANCE SHED, 21.0 M (68.9
 AW5585'FT) NORTH OF THE CENTER OF THE MOST NORTHERLY OF 2 MANHOLE COVERS,
 AW5585'10.3 M (33.8 FT) SOUTHEAST OF THE ROAD CENTER, AND 0.5 M (1.6 FT)
 AW5585'BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AW5585'THROUGH A 5-INCH LOGO CAP.
 AW5585
 AW5585                          STATION RECOVERY (1998)
 AW5585
 AW5585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AW5585'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED ABOUT 33 KM
 AW5585'(20.50 MI) SOUTHEAST OF CENTRAL HOUSTON, 9 KM (5.60 MI) WEST OF
 AW5585'SEABROOK, 4 KM (2.50 MI) NORTH OF WEBSTER NEAR THE CLEAR LAKE GOLF
 AW5585'COURSE MAINTENENCE BUILDING.  OWNERSHIP--CLEAR LAKE GOLF CLUB,
 AW5585'ATTENTION MARK MALEY, 1202 RESEDA DRIVE, HOUSTON TX 77062, PHONE
 AW5585'281-488-0252.  TO REACH THE STATION FROM THE NASA ROAD 1 OVERPASS OVER
 AW5585'INTERSTATE HIGHWAY 45 (EXIT 25) IN SOUTHEAST HOUSTON, GO EAST ON NASA
 AW5585'ROAD 1 FOR 1.6 KM (1.00 MI) TO A CROSSROAD BEFORE A RAILROAD CROSSING.
 AW5585'TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 3 (OLD GALVESTON ROAD) FOR
 AW5585'1.6 KM (1.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTHEAST THEN
 AW5585'NORTH ON BAY AREA BOULEVARD FOR 2.3 KM (1.40 MI) TO A CROSSROAD.  TURN
 AW5585'LEFT AND GO WEST ON RESEDA DRIVE FOR 0.45 KM (0.25 MI) TO A PAVED
 AW5585'PRIVATE DRIVE ON LEFT JUST PAST A BRIDGE OVER A DITCH, AND A SIGN
 AW5585'--CLEAR LAKE GOLF CLUB MAINTENENCE OFFICE 1720 RESEDA--.  TURN LEFT
 AW5585'AND GO SOUTH FOR 100 M (328.1 FT) TO THE STATION ON LEFT.  THE MARK IS
 AW5585'A PUNCH MARK AT THE TOP OF A STAINLESS STEEL ROD OF RECORD LENGTH 11.0
 AW5585'M (36.1 FT) IN A 2.5 CM (1 IN) NONFLUTED GREASE FILLED SLEEVE OF
 AW5585'RECORD LENGTH 6.1 M (20.0 FT) ENCASED IN A 12.7 CM (5 IN) PVC PIPE
 AW5585'WITH NGS LOGO CAP SURROUNDED WITH CONCRETE. THE LOGO CAP IS FLUSH WITH
 AW5585'THE GROUND.  THE MARK IS RECESSED 6 CM BELOW THE TOP OF THE LOGO CAP.
 AW5585'THE STATION IS LOCATED 36.1 M (118.4 FT) NORTH FROM THE NORTHWEST
 AW5585'CORNER OF THE MAINTENANCE BUILDING, 10.3 M (33.8 FT) EAST FROM THE
 AW5585'DRIVEWAY CENTER, 9.3 M (30.5 FT) WEST FROM TOP OF DITCH AT A
 AW5585'FIBERGLASS NGS WITNESS POST, 36.1 M (118.4 FT) NORTHEAST FROM STATION
 AW5585'W 1226, 56.1 M (184.1 FT) NORTH FROM USGS SUBSIDENCE MONITORING
 AW5585'STATION CLEAR LAKE 3072 RESET, 50.3 M (165.0 FT) EAST-NORTHEAST FROM
 AW5585'USGS SUBSIDENCE MONITORING STATION CLEAR LAKE 740 RESET.  THE LOGO CAP
 AW5585'IS ABOUT 2.7 M (8.9 FT) ABOVE THE BOTTOM OF THE DITCH.
 AW5585
 AW5585                          STATION RECOVERY (2002)
 AW5585
 AW5585'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5599 ***********************************************************************
 AW5599  DESIGNATION -  HGCSD 52
 AW5599  PID         -  AW5599
 AW5599  STATE/COUNTY-  TX/HARRIS
 AW5599  USGS QUAD   -  LEAGUE CITY (1995)
 AW5599
 AW5599                         *CURRENT SURVEY CONTROL
 AW5599  ___________________________________________________________________
 AW5599* NAD 83(1993)-  29 33 07.13836(N)    095 05 46.57873(W)     ADJUSTED  
 AW5599* NAVD 88     -         4.976  (meters)      16.33   (feet)  ADJUSTED  
 AW5599  ___________________________________________________________________
 AW5599  X           -    -493,261.267 (meters)                     COMP
 AW5599  Y           -  -5,530,948.693 (meters)                     COMP
 AW5599  Z           -   3,127,257.597 (meters)                     COMP
 AW5599  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW5599  ELLIP HEIGHT-         -22.00  (meters)          (02/16/96) GPS OBS
 AW5599  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW5599  DYNAMIC HT  -           4.969 (meters)      16.30  (feet)  COMP
 AW5599  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 AW5599
 AW5599  HORZ ORDER  -  FIRST
 AW5599  VERT ORDER  -  FIRST     CLASS II
 AW5599  ELLP ORDER  -  FIFTH     CLASS I
 AW5599
 AW5599.The horizontal coordinates were established by GPS observations
 AW5599.and adjusted by the National Geodetic Survey in February 1996..
 AW5599
 AW5599.The orthometric height was determined by differential leveling
 AW5599.and adjusted by the National Geodetic Survey in June 1991..
 AW5599
 AW5599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5599
 AW5599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5599
 AW5599.The ellipsoidal height was determined by GPS observations
 AW5599.and is referenced to NAD 83.
 AW5599
 AW5599.The geoid height was determined by GEOID03.
 AW5599
 AW5599.The dynamic height is computed by dividing the NAVD 88
 AW5599.geopotential number by the normal gravity value computed on the
 AW5599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5599.degrees latitude (g = 980.6199 gals.).
 AW5599
 AW5599.The modeled gravity was interpolated from observed gravity values.
 AW5599
 AW5599;                    North         East     Units Scale Factor Converg.
 AW5599;SPC TXSC     - 4,196,784.993   978,217.267   MT  0.99987039   +1 54 44.9
 AW5599;SPC TXSC     -13,768,952.10  3,209,367.82   sFT  0.99987039   +1 54 44.9
 AW5599;UTM  15      - 3,270,976.165   296,894.024   MT  1.00010902   -1 02 03.3
 AW5599
 AW5599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5599!SPC TXSC     -   1.00000346  x   0.99987039  =   0.99987384
 AW5599!UTM  15      -   1.00000346  x   1.00010902  =   1.00011248
 AW5599
 AW5599                          SUPERSEDED SURVEY CONTROL
 AW5599
 AW5599  ELLIP H (01/21/93)  -22.11   (m)                       GP(       ) 4 2
 AW5599  NAD 83(1986)-  29 33 07.15244(N)    095 05 46.55970(W) AD(       ) 1
 AW5599  NGVD 29 (12/23/87)    4.973  (m)           16.32   (f) ADJUSTED    1 2
 AW5599
 AW5599.Superseded values are not recommended for survey control.
 AW5599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5599.See file dsdata.txt to determine how the superseded data were derived.
 AW5599
 AW5599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9689470976(NAD 83)
 AW5599_MARKER: I = METAL ROD
 AW5599_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5599_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5599_STAMPING: HGCSD 52 1986
 AW5599_MARK LOGO: NGS   
 AW5599_PROJECTION: FLUSH
 AW5599_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5599+STABILITY: POSITION/ELEVATION WELL
 AW5599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5599+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1994
 AW5599_ROD/PIPE-DEPTH: 9.8  meters
 AW5599_SLEEVE-DEPTH  : 6.1 meters
 AW5599
 AW5599  HISTORY     - Date     Condition        Report By
 AW5599  HISTORY     - 1986     MONUMENTED       NGS
 AW5599  HISTORY     - 1987     GOOD             NGS
 AW5599  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW5599  HISTORY     - 19941205 MARK NOT FOUND   HGCSD
 AW5599
 AW5599                          STATION DESCRIPTION
 AW5599
 AW5599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5599'IN JOHNSON SPACE CENTER.
 AW5599'IN JOHNSON SPACE CENTER, 0.25 KM (0.15 MI) NORTH ALONG SECOND STREET
 AW5599'FROM THE JUNCTION OF NASA ROAD 1, THENCE 0.2 KM (0.10 MI) NORTHWEST
 AW5599'ALONG A TRAIL ROAD TO THE MARK ON THE LEFT ON THE NORTHWEST SIDE OF A
 AW5599'SMALL METAL BUILDING OF A USGS OBSERVATION WELL WATER LEVEL RECORDER,
 AW5599'3.10 METERS (10.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 AW5599'FOUNDATION OF THE METAL BUILDING, 2.99 METERS (9.8 FT) NORTH-NORTHEAST
 AW5599'OF A CHAIN LINK FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5599'5-INCH LOGO CAP.
 AW5599'THE MARK IS 2.93 METERS  NNE FROM  A WITNESS POST
 AW5599'THE MARK IS 0.18 M ABOVE ENTRANCE ROAD.
 AW5599
 AW5599                          STATION RECOVERY (1987)
 AW5599
 AW5599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5599'THE STATION IS LOCATED ABOUT 38.6 KM (24.0 MI)
 AW5599'SOUTHEAST OF HOUSTON, 7.2 KM (4.5 MI) EAST OF WEBSTER, 3.2 KM (2.0
 AW5599'MI) SOUTHEAST OF CLEAR LAKE CITY AND AT THE NASA SPACE CENTER.
 AW5599'OWNERSHIP--U S GOVERNMENT, NASA SPACE CENTER, MR GLENN SPENCER,
 AW5599'ENGINEER, BUILDING 45, ROOM 712A, WEBSTER TX 77598,
 AW5599'PHONE 713-483-2858.
 AW5599'
 AW5599'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 45
 AW5599'AND NASA ROAD 1, WHICH IS ABOUT 38.6 KM (24.0 MI) SOUTHEAST OF
 AW5599'HOUSTON, GO EAST ON NASA ROAD 1 FOR 4.2 KM (2.6 MI) TO THE ENTRANCE
 AW5599'ROAD TO THE NASA SPACE CENTER ON THE LEFT.  TURN LEFT, ENTERING THE
 AW5599'SPACE CENTER, FOR 0.3 KM (0.15 MI) TO A TRACK ROAD AND GATE ON THE
 AW5599'LEFT, (CONTACT MR. GLENN SPENCER FOR ID PASSES), TURN LEFT
 AW5599'AND GO WEST FOR 0.2 KM (0.1 MI) TO THE STATION ON THE LEFT.
 AW5599'
 AW5599'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5599'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5599'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5599'LOGO CAP STAMPED---HGCSD 52 1986, THE ROD IS RECESSED 8 CM BELOW
 AW5599'THE GROUND SURFACE.  LOCATED 3.0 METERS (10.0 FT) NORTHWEST OF THE
 AW5599'NORTHWEST CORNER OF CONCRETE BASE OF A METAL BUILDING AND 2.9
 AW5599'METERS (9.5 FT) NORTHEAST OF AN EAST-WEST FENCELINE.
 AW5599'
 AW5599'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5599'
 AW5599'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5599'
 AW5599'DESCRIBED BY V.A. BARNUM.
 AW5599
 AW5599                          STATION RECOVERY (1993)
 AW5599
 AW5599'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5599'MARK NOT FOUND.
 AW5599
 AW5599                          STATION RECOVERY (1994)
 AW5599
 AW5599'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5599'COULD NOT FIND DUE TO NEW CONSTRUCTION AT SPACE CENTER HOUSTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6401 ***********************************************************************
 AJ6401  DESIGNATION -  HGCSD 52 RESET
 AJ6401  PID         -  AJ6401
 AJ6401  STATE/COUNTY-  TX/HARRIS
 AJ6401  USGS QUAD   -  LEAGUE CITY (1995)
 AJ6401
 AJ6401                         *CURRENT SURVEY CONTROL
 AJ6401  ___________________________________________________________________
 AJ6401* NAD 83(1993)-  29 33 07.36123(N)    095 05 45.57844(W)     ADJUSTED  
 AJ6401* NAVD 88     -         5.798  (meters)      19.02   (feet)  ADJUSTED  
 AJ6401  ___________________________________________________________________
 AJ6401  X           -    -493,234.205 (meters)                     COMP
 AJ6401  Y           -  -5,530,948.398 (meters)                     COMP
 AJ6401  Z           -   3,127,263.956 (meters)                     COMP
 AJ6401  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AJ6401  ELLIP HEIGHT-         -21.21  (meters)          (12/03/01) GPS OBS
 AJ6401  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AJ6401  DYNAMIC HT  -           5.790 (meters)      19.00  (feet)  COMP
 AJ6401  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 AJ6401
 AJ6401  HORZ ORDER  -  FIRST
 AJ6401  VERT ORDER  -  FIRST     CLASS II
 AJ6401  ELLP ORDER  -  FOURTH    CLASS II
 AJ6401
 AJ6401.The horizontal coordinates were established by GPS observations
 AJ6401.and adjusted by the National Geodetic Survey in December 2001..
 AJ6401
 AJ6401.The orthometric height was determined by differential leveling
 AJ6401.and adjusted by the National Geodetic Survey in January 2002..
 AJ6401.No vertical observational check was made to the station.
 AJ6401
 AJ6401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6401
 AJ6401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6401
 AJ6401.The ellipsoidal height was determined by GPS observations
 AJ6401.and is referenced to NAD 83.
 AJ6401
 AJ6401.The geoid height was determined by GEOID03.
 AJ6401
 AJ6401.The dynamic height is computed by dividing the NAVD 88
 AJ6401.geopotential number by the normal gravity value computed on the
 AJ6401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6401.degrees latitude (g = 980.6199 gals.).
 AJ6401
 AJ6401.The modeled gravity was interpolated from observed gravity values.
 AJ6401
 AJ6401;                    North         East     Units Scale Factor Converg.
 AJ6401;SPC TXSC     - 4,196,792.749   978,243.949   MT  0.99987040   +1 54 45.4
 AJ6401;SPC TXSC     -13,768,977.54  3,209,455.36   sFT  0.99987040   +1 54 45.4
 AJ6401;UTM  15      - 3,270,982.541   296,921.075   MT  1.00010889   -1 02 02.9
 AJ6401
 AJ6401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6401!SPC TXSC     -   1.00000333  x   0.99987040  =   0.99987373
 AJ6401!UTM  15      -   1.00000333  x   1.00010889  =   1.00011222
 AJ6401
 AJ6401                          SUPERSEDED SURVEY CONTROL
 AJ6401
 AJ6401.No superseded survey control is available for this station.
 AJ6401
 AJ6401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9692170983(NAD 83)
 AJ6401_MARKER: I = METAL ROD
 AJ6401_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6401_STAMPING: HGCSD 52 RESET 2000
 AJ6401_MARK LOGO: HGCSD 
 AJ6401_PROJECTION: RECESSED 6 CENTIMETERS
 AJ6401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6401+STABILITY: POSITION/ELEVATION WELL
 AJ6401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6401+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 AJ6401_ROD/PIPE-DEPTH: 9    meters
 AJ6401_SLEEVE-DEPTH  : 3 meters
 AJ6401
 AJ6401  HISTORY     - Date     Condition        Report By
 AJ6401  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6401  HISTORY     - 20050622 GOOD             NASA
 AJ6401
 AJ6401                          STATION DESCRIPTION
 AJ6401
 AJ6401'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6401'THE STATION IS LOCATED ABOUT 33.5 KM (20.80 MI) SOUTH EAST OF HOUSTON,
 AJ6401'4.4 KM (2.75 MI) NORTH OF LEAGUE CITY.  OWNERSHIP--JOHNSON SPACE
 AJ6401'CENTER.  --RESTRICTED ACSESS--
 AJ6401'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 45 AND NASA ROAD
 AJ6401'1, HEAD EAST ON NASA ROAD 1 FOR APROXIMATLY 4.19 KM (2.60 MI) TO THE
 AJ6401'ENTRANCE TO SPACE CENTER HOUSTON.  HEAD NORTH THEN WEASTERLY THREW THE
 AJ6401'GATES FOR .2 MILE (0.3 KM) TO A EXTENSOMETER AND THE STATION ON THE
 AJ6401'RIGHT.  97.7 FT (29.8 M) NORTH FROM CENTER OF MAIN DRIVE INTO SPACE
 AJ6401'CENTER HOUSTON.  82.5 FT (25.1 M) NORTHEAST FROM EXTENSOMETER
 AJ6401'BUILDING.  85.5 FT (26.1 M) EAST FROM CENTER OF SPECIAL BUS TURN
 AJ6401'AROUND DRIVE.  18.3 FT (5.6 M) SOUTH FROM A CHAIN LINK FENCE.  THE
 AJ6401'STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 AJ6401'INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 10 FT (3.0 M)
 AJ6401'LONG FILLED WITH GREASE THAT IS INCASED IN A 5-INCH PVC PIPE WITH A
 AJ6401'LOGO CAP STAMPED---HGCSD 52 RESET 2000---
 AJ6401
 AJ6401                          STATION RECOVERY (2005)
 AJ6401
 AJ6401'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AJ6401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5664 ***********************************************************************
 AW5664  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5664  DESIGNATION -  HGCSD 53
 AW5664  PID         -  AW5664
 AW5664  STATE/COUNTY-  TX/HARRIS
 AW5664  USGS QUAD   -  LEAGUE CITY (1995)
 AW5664
 AW5664                         *CURRENT SURVEY CONTROL
 AW5664  ___________________________________________________________________
 AW5664* NAD 83(1993)-  29 33 56.09917(N)    095 01 15.08349(W)     ADJUSTED  
 AW5664* NAVD 88     -         2.51   (meters)       8.2    (feet)  GPS OBS   
 AW5664  ___________________________________________________________________
 AW5664  X           -    -485,915.473 (meters)                     COMP
 AW5664  Y           -  -5,530,850.127 (meters)                     COMP
 AW5664  Z           -   3,128,567.654 (meters)                     COMP
 AW5664  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW5664  ELLIP HEIGHT-         -24.54  (meters)          (02/14/02) GPS OBS
 AW5664  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW5664  DYNAMIC HT  -           2.50  (meters)       8.2   (feet)  COMP
 AW5664  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW5664
 AW5664  HORZ ORDER  -  FIRST
 AW5664  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5664  ELLP ORDER  -  FOURTH    CLASS II
 AW5664
 AW5664.The horizontal coordinates were established by GPS observations
 AW5664.and adjusted by the National Geodetic Survey in December 2001..
 AW5664
 AW5664.The orthometric height was determined by GPS observations and a
 AW5664.high-resolution geoid model using precise GPS observation and
 AW5664.processing techniques. It supersedes the leveled height previously
 AW5664.determined for this station.
 AW5664.The vertical order pertains to the first NAVD 88 superseded value.
 AW5664
 AW5664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5664
 AW5664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5664
 AW5664.The ellipsoidal height was determined by GPS observations
 AW5664.and is referenced to NAD 83.
 AW5664
 AW5664.The geoid height was determined by GEOID03.
 AW5664
 AW5664.The dynamic height is computed by dividing the NAVD 88
 AW5664.geopotential number by the normal gravity value computed on the
 AW5664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5664.degrees latitude (g = 980.6199 gals.).
 AW5664
 AW5664.The modeled gravity was interpolated from observed gravity values.
 AW5664
 AW5664;                    North         East     Units Scale Factor Converg.
 AW5664;SPC TXSC     - 4,198,537.690   985,469.903   MT  0.99987132   +1 56 58.0
 AW5664;SPC TXSC     -13,774,702.40  3,233,162.51   sFT  0.99987132   +1 56 58.0
 AW5664;UTM  15      - 3,272,353.997   304,228.787   MT  1.00007292   -0 59 50.8
 AW5664
 AW5664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5664!SPC TXSC     -   1.00000385  x   0.99987132  =   0.99987517
 AW5664!UTM  15      -   1.00000385  x   1.00007292  =   1.00007677
 AW5664
 AW5664                          SUPERSEDED SURVEY CONTROL
 AW5664
 AW5664  ELLIP H (12/03/01)  -24.52   (m)                       GP(       ) 4 2
 AW5664  ELLIP H (10/25/00)  -24.45   (m)                       GP(       ) 4 1
 AW5664  NAD 83(1993)-  29 33 56.09782(N)    095 01 15.08352(W) AD(       ) 1
 AW5664  ELLIP H (10/17/96)  -24.33   (m)                       GP(       ) 3 1
 AW5664  NAD 83(1993)-  29 33 56.09748(N)    095 01 15.08392(W) AD(       ) 1
 AW5664  ELLIP H (02/16/96)  -24.54   (m)                       GP(       ) 5 1
 AW5664  ELLIP H (01/21/93)  -24.63   (m)                       GP(       ) 4 2
 AW5664  NAD 83(1986)-  29 33 56.11217(N)    095 01 15.06607(W) AD(       ) 1
 AW5664  NAVD 88 (06/15/91)    2.588  (m)            8.49   (f) ADJUSTED    1 2
 AW5664  NGVD 29 (12/23/87)    2.585  (m)            8.48   (f) ADJUSTED    1 2
 AW5664
 AW5664.Superseded values are not recommended for survey control.
 AW5664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5664.See file dsdata.txt to determine how the superseded data were derived.
 AW5664
 AW5664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0422972354(NAD 83)
 AW5664_MARKER: I = METAL ROD
 AW5664_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5664_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5664_STAMPING: HGCSD 53 1987
 AW5664_MARK LOGO: NGS   
 AW5664_PROJECTION: FLUSH
 AW5664_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5664+STABILITY: POSITION/ELEVATION WELL
 AW5664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5664+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW5664_ROD/PIPE-DEPTH: 13.4 meters
 AW5664_SLEEVE-DEPTH  : 6.1 meters
 AW5664
 AW5664  HISTORY     - Date     Condition        Report By
 AW5664  HISTORY     - 1987     MONUMENTED       NGS
 AW5664  HISTORY     - 1987     GOOD             NGS
 AW5664  HISTORY     - 1989     GOOD             USPSQD
 AW5664  HISTORY     - 19930319 GOOD             NOS
 AW5664  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW5664  HISTORY     - 19941205 GOOD             HGCSD
 AW5664  HISTORY     - 20020308 GOOD             USPSQD
 AW5664  HISTORY     - 20020309 GOOD             USPSQD
 AW5664  HISTORY     - 20050114 GOOD             USPSQD
 AW5664
 AW5664                          STATION DESCRIPTION
 AW5664
 AW5664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5664'THE STATION IS LOCATED
 AW5664'IN SEABROOK AT THE
 AW5664'SOUTH END OF A BASEBALL FIELD AT SEABROOK PARK.
 AW5664'OWNERSHIP--HARRIS COUNTY PARKS DEPARTMENT, PRECINCT 2, E H DUNWAY,
 AW5664'1001 PRESTON, HOUSTON TX 77002, PHONE 713-455-8104.
 AW5664'
 AW5664'TO REACH THE STATION FROM THE INTERSECTION OF NASA ROAD 1, STATE
 AW5664'HIGHWAY 146 AND SECOND STREET IN SEABROOK, GO SOUTHEAST ON SECOND
 AW5664'STREET FOR 0.4 KM (0.25 MI) TO ITS JUNCTION WITH NORTH MEYER ROAD.
 AW5664'TURN LEFT ON NORTH MEYER ROAD AND GO NORTHEAST FOR 0.5 KM (0.3 MI)
 AW5664'TO THE JUNCTION OF BROOKWOOD COURT ON THE RIGHT AND THE STATION
 AW5664'ON THE LEFT NEAR A 4-FOOT TALL CHAINLINK FENCE THAT RUNS AROUND A
 AW5664'BALL FIELD.
 AW5664'
 AW5664'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5664'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5664'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5664'LOGO CAP STAMPED---HGCSD 53 1987---, THE ROD IS RECESSED 7 CM BELOW
 AW5664'THE GROUND SURFACE.  LOCATED 38.9 METERS (127.6 FT) NORTHWEST OF
 AW5664'THE CENTER OF NORTH MEYER ROAD, 8.2 METERS (26.9 FT) NORTHEAST OF
 AW5664'THE EXTENDED CENTER OF BROOKWOOD COURT AND 1.0 METER (3.3 FT) SOUTH
 AW5664'OF A CHAINLINK FENCE AND CARSONITE WITNESS POST.
 AW5664'
 AW5664'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5664'
 AW5664'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5664'
 AW5664'DESCRIBED BY D.R. LOKKEN.
 AW5664
 AW5664                          STATION RECOVERY (1987)
 AW5664
 AW5664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5664'0.8 KM (0.5 MI) SE FROM SEABROOK.
 AW5664'IN SEABROOK, AT THE INTERSECTION OF NORTH MAYER AVENUE AND BROOKWOOD
 AW5664'COURT, 0.3 KM (0.2 MI) SOUTHEAST ALONG SECOND STREET FROM THE
 AW5664'INTERSECTION OF STATE HIGHWAY 146 AND NASA ROAD 1 IN SEABROOK THENCE
 AW5664'0.5 KM (0.3 MI) NORTHEAST ALONG MEYER ROAD TO THE JUNCTION OF
 AW5664'BROOKWOOD COURT AND THE MARK ON THE LEFT AND ON THE OUTSIDE OF A CHAIN
 AW5664'LINK FENCE AROUND A BALL FIELD, 35.1 METERS (115.2 FT) NORTHWEST OF
 AW5664'THE CENTER OF THE AVENUE, 7.5 METERS (24.6 FT) NORTHEAST OF THE
 AW5664'EXTENDED CENTER OF BROOKWOOD COURT.  NOTE--ACCESS TO DATUM POINT IS
 AW5664'HAD THROUGH A 5-INCH LOGO CAP.
 AW5664'THE MARK IS 2.3 METERS  SSE FROM  WITNESS POST AND FENCE
 AW5664'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 AW5664
 AW5664                          STATION RECOVERY (1989)
 AW5664
 AW5664'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW5664'RECOVERED IN GOOD CONDITION.
 AW5664
 AW5664                          STATION RECOVERY (1993)
 AW5664
 AW5664'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 AW5664'RECOVERED IN GOOD CONDITION.
 AW5664
 AW5664                          STATION RECOVERY (1993)
 AW5664
 AW5664'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5664'MARK NOT FOUND.
 AW5664
 AW5664                          STATION RECOVERY (1994)
 AW5664
 AW5664'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5664'RECOVERED AS DESCRIBED.
 AW5664
 AW5664                          STATION RECOVERY (2002)
 AW5664
 AW5664'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW5664'RECOVERED IN GOOD CONDITION.
 AW5664
 AW5664                          STATION RECOVERY (2002)
 AW5664
 AW5664'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW5664'RECOVERED IN GOOD CONDITION.
 AW5664
 AW5664                          STATION RECOVERY (2005)
 AW5664
 AW5664'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5596 ***********************************************************************
 AW5596  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5596  DESIGNATION -  HGCSD 54
 AW5596  PID         -  AW5596
 AW5596  STATE/COUNTY-  TX/HARRIS
 AW5596  USGS QUAD   -  ALGOA (1974)
 AW5596
 AW5596                         *CURRENT SURVEY CONTROL
 AW5596  ___________________________________________________________________
 AW5596* NAD 83(1993)-  29 29 55.23555(N)    095 12 08.85706(W)     ADJUSTED  
 AW5596* NAVD 88     -         8.96   (meters)      29.4    (feet)  GPS OBS   
 AW5596  ___________________________________________________________________
 AW5596  X           -    -503,775.475 (meters)                     COMP
 AW5596  Y           -  -5,532,928.304 (meters)                     COMP
 AW5596  Z           -   3,122,118.170 (meters)                     COMP
 AW5596  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW5596  ELLIP HEIGHT-         -18.04  (meters)          (12/03/01) GPS OBS
 AW5596  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW5596  DYNAMIC HT  -           8.95  (meters)      29.4   (feet)  COMP
 AW5596  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 AW5596
 AW5596  HORZ ORDER  -  FIRST
 AW5596  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5596  ELLP ORDER  -  FOURTH    CLASS II
 AW5596
 AW5596.The horizontal coordinates were established by GPS observations
 AW5596.and adjusted by the National Geodetic Survey in December 2001..
 AW5596
 AW5596.The orthometric height was determined by GPS observations and a
 AW5596.high-resolution geoid model using precise GPS observation and
 AW5596.processing techniques. It supersedes the leveled height previously
 AW5596.determined for this station.
 AW5596.The vertical order pertains to the first NAVD 88 superseded value.
 AW5596
 AW5596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5596
 AW5596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5596
 AW5596.The ellipsoidal height was determined by GPS observations
 AW5596.and is referenced to NAD 83.
 AW5596
 AW5596.The geoid height was determined by GEOID03.
 AW5596
 AW5596.The dynamic height is computed by dividing the NAVD 88
 AW5596.geopotential number by the normal gravity value computed on the
 AW5596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5596.degrees latitude (g = 980.6199 gals.).
 AW5596
 AW5596.The modeled gravity was interpolated from observed gravity values.
 AW5596
 AW5596;                    North         East     Units Scale Factor Converg.
 AW5596;SPC TXSC     - 4,190,541.427   968,124.548   MT  0.99986731   +1 51 37.7
 AW5596;SPC TXSC     -13,748,468.00  3,176,255.29   sFT  0.99986731   +1 51 37.7
 AW5596;UTM  15      - 3,265,258.052   286,490.974   MT  1.00016252   -1 05 05.7
 AW5596
 AW5596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5596!SPC TXSC     -   1.00000283  x   0.99986731  =   0.99987014
 AW5596!UTM  15      -   1.00000283  x   1.00016252  =   1.00016535
 AW5596
 AW5596                          SUPERSEDED SURVEY CONTROL
 AW5596
 AW5596  ELLIP H (10/25/00)  -17.99   (m)                       GP(       ) 4 1
 AW5596  NAD 83(1993)-  29 29 55.23623(N)    095 12 08.85569(W) AD(       ) 1
 AW5596  ELLIP H (10/17/96)  -17.86   (m)                       GP(       ) 3 1
 AW5596  NAD 83(1993)-  29 29 55.23734(N)    095 12 08.85662(W) AD(       ) 1
 AW5596  ELLIP H (02/16/96)  -17.93   (m)                       GP(       ) 5 1
 AW5596  ELLIP H (01/21/93)  -18.26   (m)                       GP(       ) 4 2
 AW5596  NAD 83(1986)-  29 29 55.25017(N)    095 12 08.83688(W) AD(       ) 1
 AW5596  NAVD 88 (06/15/91)    9.039  (m)           29.66   (f) ADJUSTED    1 2
 AW5596  NGVD 29 (12/23/87)    9.035  (m)           29.64   (f) ADJUSTED    1 2
 AW5596
 AW5596.Superseded values are not recommended for survey control.
 AW5596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5596.See file dsdata.txt to determine how the superseded data were derived.
 AW5596
 AW5596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8649165258(NAD 83)
 AW5596_MARKER: I = METAL ROD
 AW5596_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5596_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5596_STAMPING: HGCSD 54 1986
 AW5596_MARK LOGO: NGS   
 AW5596_PROJECTION: FLUSH
 AW5596_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5596+STABILITY: POSITION/ELEVATION WELL
 AW5596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5596+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1994
 AW5596_ROD/PIPE-DEPTH: 9.8  meters
 AW5596_SLEEVE-DEPTH  : 6.1 meters
 AW5596
 AW5596  HISTORY     - Date     Condition        Report By
 AW5596  HISTORY     - 1986     MONUMENTED       NGS
 AW5596  HISTORY     - 1987     GOOD             NGS
 AW5596  HISTORY     - 19900804 MARK NOT FOUND   USPSQD
 AW5596  HISTORY     - 19941207 GOOD             HGCSD
 AW5596
 AW5596                          STATION DESCRIPTION
 AW5596
 AW5596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5596'1.8 KM (1.1 MI) SW FROM FRIENDSWOOD.
 AW5596'1.8 KM (1.1 MI) SOUTHWEST ALONG FARM ROAD 528 FROM THE INTERSECTION OF
 AW5596'FARM ROAD 518 IN FRIENDSWOOD TO THE MARK ON THE LEFT, AT THE ENTRANCE
 AW5596'TO CLEAR CREEK DRAINAGE DISTRICT ON THE SOUTHWEST SIDE OF A PARKING
 AW5596'AREA, 26.21 METERS (86.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AW5596'HIGHWAY, 22.43 METERS (73.6 FT) NORTHEAST OF A UTILITY POLE AT THE
 AW5596'WEST CORNER OF THE PROPERTY, 0.91 METER (3.0 FT) SOUTH-SOUTHWEST OF
 AW5596'THE SOUTHWEST EDGE OF THE PARKING AREA.  NOTE--ACCESS TO DATUM POINT
 AW5596'IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5596'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AW5596
 AW5596                          STATION RECOVERY (1987)
 AW5596
 AW5596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5596'THE STATION IS LOCATED ABOUT 37.0 KM (23.0 MI)
 AW5596'SOUTHEAST OF HOUSTON, 11.3 KM (7.0 MI) NORTH-NORTHEAST OF ALVIN,
 AW5596'9.7 KM (6.0 MI) SOUTHWEST OF WEBSTER, 4.8 KM (3.0 MI) SOUTH OF
 AW5596'FRIENDSWOOD AND AT THE CLEAR LAKE DRAINAGE DISTRICT OFFICE.
 AW5596'OWNERSHIP--CLEAR LAKE DRAINAGE DISTRICT, MEL WHITAKER, SUPERVISOR,
 AW5596'1301 PARKWOOD, FRIENDSWOOD TX 77546, PHONE 713-482-0404.
 AW5596'
 AW5596'TO REACH THE STATION FROM JUNCTION OF FM 518 AND FM 528 IN
 AW5596'FRIENDSWOOD, GO SOUTHWEST ON FM 528 FOR 1.8 KM (1.1 MI) TO THE
 AW5596'ENTRANCE TO THE CLEAR CREEK DRAINAGE DISTRICT BUILDING ON THE LEFT.
 AW5596'TURN LEFT ONTO ENTRANCE DRIVE TO THE MARK ON THE RIGHT IN THE GRASS.
 AW5596'
 AW5596'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5596'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5596'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5596'LOGO CAP STAMPED---HGCSD 54 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5596'THE GROUND SURFACE.  LOCATED 26.0 METERS (85.3 FT) SOUTHEAST OF THE
 AW5596'CENTERLINE OF FM 528 AND 0.6 METER (2.0 FT) SOUTHWEST OF THE EDGE
 AW5596'OF A CURB.
 AW5596'
 AW5596'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5596'
 AW5596'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5596'
 AW5596'DESCRIBED BY D.A. BOWLING.
 AW5596
 AW5596                          STATION RECOVERY (1990)
 AW5596
 AW5596'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW5596'MARK NOT FOUND.
 AW5596
 AW5596                          STATION RECOVERY (1994)
 AW5596
 AW5596'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5596'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5666 ***********************************************************************
 AW5666  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5666  DESIGNATION -  HGCSD 55
 AW5666  PID         -  AW5666
 AW5666  STATE/COUNTY-  TX/GALVESTON
 AW5666  USGS QUAD   -  BACLIFF (1993)
 AW5666
 AW5666                         *CURRENT SURVEY CONTROL
 AW5666  ___________________________________________________________________
 AW5666* NAD 83(1993)-  29 30 16.94729(N)    094 57 16.38415(W)     ADJUSTED  
 AW5666* NAVD 88     -         3.83   (meters)      12.6    (feet)  GPS OBS   
 AW5666  ___________________________________________________________________
 AW5666  X           -    -479,801.978 (meters)                     COMP
 AW5666  Y           -  -5,534,723.895 (meters)                     COMP
 AW5666  Z           -   3,122,697.504 (meters)                     COMP
 AW5666  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW5666  ELLIP HEIGHT-         -23.10  (meters)          (02/14/02) GPS OBS
 AW5666  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW5666  DYNAMIC HT  -           3.82  (meters)      12.5   (feet)  COMP
 AW5666  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 AW5666
 AW5666  HORZ ORDER  -  FIRST
 AW5666  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5666  ELLP ORDER  -  FOURTH    CLASS II
 AW5666
 AW5666.The horizontal coordinates were established by GPS observations
 AW5666.and adjusted by the National Geodetic Survey in December 2001..
 AW5666
 AW5666.The orthometric height was determined by GPS observations and a
 AW5666.high-resolution geoid model using precise GPS observation and
 AW5666.processing techniques. It supersedes the leveled height previously
 AW5666.determined for this station.
 AW5666.The vertical order pertains to the first NAVD 88 superseded value.
 AW5666
 AW5666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5666
 AW5666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5666
 AW5666.The ellipsoidal height was determined by GPS observations
 AW5666.and is referenced to NAD 83.
 AW5666
 AW5666.The geoid height was determined by GEOID03.
 AW5666
 AW5666.The dynamic height is computed by dividing the NAVD 88
 AW5666.geopotential number by the normal gravity value computed on the
 AW5666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5666.degrees latitude (g = 980.6199 gals.).
 AW5666
 AW5666.The modeled gravity was interpolated from observed gravity values.
 AW5666
 AW5666;                    North         East     Units Scale Factor Converg.
 AW5666;SPC TXSC     - 4,192,015.244   992,123.868   MT  0.99986762   +1 58 54.9
 AW5666;SPC TXSC     -13,753,303.35  3,254,993.06   sFT  0.99986762   +1 58 54.9
 AW5666;UTM  15      - 3,265,496.918   310,539.948   MT  1.00004292   -0 57 46.4
 AW5666
 AW5666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5666!SPC TXSC     -   1.00000363  x   0.99986762  =   0.99987125
 AW5666!UTM  15      -   1.00000363  x   1.00004292  =   1.00004655
 AW5666
 AW5666                          SUPERSEDED SURVEY CONTROL
 AW5666
 AW5666  ELLIP H (12/03/01)  -23.09   (m)                       GP(       ) 4 2
 AW5666  ELLIP H (10/25/00)  -23.11   (m)                       GP(       ) 4 1
 AW5666  NAD 83(1993)-  29 30 16.94823(N)    094 57 16.38312(W) AD(       ) 1
 AW5666  ELLIP H (10/17/96)  -22.98   (m)                       GP(       ) 3 1
 AW5666  NAD 83(1993)-  29 30 16.94790(N)    094 57 16.38348(W) AD(       ) 1
 AW5666  ELLIP H (02/16/96)  -23.14   (m)                       GP(       ) 5 1
 AW5666  ELLIP H (01/21/93)  -23.27   (m)                       GP(       ) 4 2
 AW5666  NAD 83(1986)-  29 30 16.96252(N)    094 57 16.36521(W) AD(       ) 1
 AW5666  NAVD 88 (06/15/91)    3.827  (m)           12.56   (f) ADJUSTED    1 2
 AW5666  NGVD 29 (12/23/87)    3.824  (m)           12.55   (f) ADJUSTED    1 2
 AW5666
 AW5666.Superseded values are not recommended for survey control.
 AW5666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5666.See file dsdata.txt to determine how the superseded data were derived.
 AW5666
 AW5666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1054065497(NAD 83)
 AW5666_MARKER: I = METAL ROD
 AW5666_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5666_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5666_STAMPING: HGCSD 55 1986
 AW5666_MARK LOGO: NGS   
 AW5666_PROJECTION: RECESSED 1 CENTIMETERS
 AW5666_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5666+STABILITY: POSITION/ELEVATION WELL
 AW5666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5666+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1994
 AW5666_ROD/PIPE-DEPTH: 15.9 meters
 AW5666_SLEEVE-DEPTH  : 6.1 meters
 AW5666
 AW5666  HISTORY     - Date     Condition        Report By
 AW5666  HISTORY     - 1986     MONUMENTED       NGS
 AW5666  HISTORY     - 1987     GOOD             NGS
 AW5666  HISTORY     - 19930206 GOOD             NOS
 AW5666  HISTORY     - 19941208 GOOD             HGCSD
 AW5666  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 AW5666
 AW5666                          STATION DESCRIPTION
 AW5666
 AW5666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5666'3.1 KM (1.9 MI) WEST FROM SAN LEON.
 AW5666'2.95 KM (1.85 MI) WEST ALONG FARM ROAD 517 FROM THE POST OFFICE IN SAN
 AW5666'LEON, THENCE 0.08 KM (0.05 MI) NORTHWEST ALONG A PAVED ROAD, THENCE
 AW5666'NORTHEAST ALONG A PAVED ROAD FOR ABOUT 32.0 METERS (105.0 FT) TO A
 AW5666'GRASSY AREA AT THE SOUTH POINT OF A PLAYGROUND AT BAYSHORE PARK, 32.1
 AW5666'METERS (105.3 FT) NORTH OF UTILITY POLE NUMBER 4, 20.9 KM (68.6 FT)
 AW5666'NORTH-NORTHWEST OF THE SOUTHEAST END OF A CULVERT, 14.3 METERS (46.9
 AW5666'FT) NORTH-NORTHEAST OF THE NORTHWEST END OF A CULVERT, 6.1 METERS
 AW5666'(20.0 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD, 5.9 METERS (19.4
 AW5666'FT) NORTHWEST OF THE CENTER OF A PAVED ROAD, 3.3 METERS (10.8 FT)
 AW5666'NORTH OF A POST AT THE SOUTH END OF A GRASSY AREA IN THE CENTER OF
 AW5666'BAYSHORE PARK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5666'LOGO CAP.
 AW5666'THE MARK IS ABOVE LEVEL WITH THE ROADS.
 AW5666
 AW5666                          STATION RECOVERY (1987)
 AW5666
 AW5666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5666'THE STATION IS LOCATED ABOUT 7.7 KM (4.8 MI)
 AW5666'NORTHEAST OF DICKINSON, 4.0 KM (2.5 MI) WEST-NORTHWEST OF SAN LEON,
 AW5666'2.7 KM (1.7 MI) EAST-SOUTHEAST OF BACLIFF AND IN THE SOUTH POINT OF
 AW5666'A GRASSY V-AREA AT THE BAYSHORE PARK.
 AW5666'OWNERSHIP--GALVESTON COUNTY BEACH AND PARK COMMISSION, PATRICK S
 AW5666'HALLISEY, DIRECTOR, 613 19TH STREET, GALVESTON TX 77550, PHONE
 AW5666'409-766-2412.
 AW5666'
 AW5666'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 146 AND
 AW5666'FARM ROAD 646 IN KEMAH, GO NORTHEAST ON FARM ROAD 646 FOR 2.3 KM
 AW5666'(1.4 MI) TO A 4-WAY STOP.  TURN RIGHT, EAST-SOUTHEAST ON FARM ROAD
 AW5666'646 (BAYSHORE BOULEVARD) FOR 1.9 KM (1.2 MI) TO A BRIDGE OVER A
 AW5666'SPILLWAY.  CONTINUE AHEAD FOR 0.6 KM (0.35 MI) TO A REVERSE FORK.
 AW5666'TURN LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI) TO A ROAD RIGHT AT
 AW5666'PARK ENTRANCE.  TURN RIGHT INTO PARK FOR ABOUT 35 METERS (115 FT)
 AW5666'TO THE STATION IN GRASSY V-AREA.
 AW5666'
 AW5666'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5666'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5666'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5666'LOGO CAP STAMPED---HGCSD 55 1986---, THE ROD IS RECESSED 10 CM
 AW5666'BELOW THE GROUND.  LOCATED 14.3 METERS (46.9 FT) NORTH-NORTHEAST OF
 AW5666'THE NORTHEAST END OF A CULVERT, 6.1 METERS (20.0 FT) NORTHEAST OF
 AW5666'THE CENTER OF THE PAVED ROAD, 5.9 METERS (19.4 FT) NORTHWEST OF THE
 AW5666'CENTER OF A PAVED ROAD AND 3.3 METERS (10.8 FT) NORTH OF A POST AT
 AW5666'THE SOUTH END OF V-AREA.
 AW5666'
 AW5666'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5666'
 AW5666'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5666'
 AW5666'DESCRIBED BY D.R. LOKKEN.
 AW5666
 AW5666                          STATION RECOVERY (1993)
 AW5666
 AW5666'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 AW5666'RECOVERED IN GOOD CONDITION.
 AW5666
 AW5666                          STATION RECOVERY (1994)
 AW5666
 AW5666'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5666'RECOVERED AS DESCRIBED.
 AW5666
 AW5666                          STATION RECOVERY (2004)
 AW5666
 AW5666'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5666'THE MARK APPEARS TO BE UNDERE A NEW CONCRETE SIDEWALK. LOCAL SURVEYORS
 AW5666'ARE USING THE MARK AT THE CORNER OF PARKROAD AND FM 646.
 AW5666' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5547 ***********************************************************************
 AW5547  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5547  DESIGNATION -  HGCSD 56
 AW5547  PID         -  AW5547
 AW5547  STATE/COUNTY-  TX/BRAZORIA
 AW5547  USGS QUAD   -  ALGOA (1974)
 AW5547
 AW5547                         *CURRENT SURVEY CONTROL
 AW5547  ___________________________________________________________________
 AW5547* NAD 83(1993)-  29 24 39.34051(N)    095 11 57.69308(W)     ADJUSTED  
 AW5547* NAVD 88     -        10.55   (meters)      34.6    (feet)  GPS OBS   
 AW5547  ___________________________________________________________________
 AW5547  X           -    -503,909.567 (meters)                     COMP
 AW5547  Y           -  -5,537,720.173 (meters)                     COMP
 AW5547  Z           -   3,113,649.887 (meters)                     COMP
 AW5547  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW5547  ELLIP HEIGHT-         -16.31  (meters)          (12/03/01) GPS OBS
 AW5547  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW5547  DYNAMIC HT  -          10.54  (meters)      34.6   (feet)  COMP
 AW5547  MODELED GRAV-     979,266.4   (mgal)                       NAVD 88
 AW5547
 AW5547  HORZ ORDER  -  FIRST
 AW5547  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5547  ELLP ORDER  -  FOURTH    CLASS II
 AW5547
 AW5547.The horizontal coordinates were established by GPS observations
 AW5547.and adjusted by the National Geodetic Survey in December 2001..
 AW5547
 AW5547.The orthometric height was determined by GPS observations and a
 AW5547.high-resolution geoid model using precise GPS observation and
 AW5547.processing techniques. It supersedes the leveled height previously
 AW5547.determined for this station.
 AW5547.The vertical order pertains to the first NAVD 88 superseded value.
 AW5547
 AW5547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5547
 AW5547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5547
 AW5547.The ellipsoidal height was determined by GPS observations
 AW5547.and is referenced to NAD 83.
 AW5547
 AW5547.The geoid height was determined by GEOID03.
 AW5547
 AW5547.The dynamic height is computed by dividing the NAVD 88
 AW5547.geopotential number by the normal gravity value computed on the
 AW5547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5547.degrees latitude (g = 980.6199 gals.).
 AW5547
 AW5547.The modeled gravity was interpolated from observed gravity values.
 AW5547
 AW5547;                    North         East     Units Scale Factor Converg.
 AW5547;SPC TXSC     - 4,180,831.288   968,741.042   MT  0.99986412   +1 51 43.1
 AW5547;SPC TXSC     -13,716,610.65  3,178,277.90   sFT  0.99986412   +1 51 43.1
 AW5547;UTM  15      - 3,255,526.179   286,607.994   MT  1.00016191   -1 04 49.6
 AW5547
 AW5547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5547!SPC TXSC     -   1.00000256  x   0.99986412  =   0.99986668
 AW5547!UTM  15      -   1.00000256  x   1.00016191  =   1.00016447
 AW5547
 AW5547                          SUPERSEDED SURVEY CONTROL
 AW5547
 AW5547  ELLIP H (10/25/00)  -16.32   (m)                       GP(       ) 4 1
 AW5547  NAD 83(1993)-  29 24 39.34046(N)    095 11 57.69289(W) AD(       ) 1
 AW5547  ELLIP H (10/17/96)  -16.20   (m)                       GP(       ) 3 1
 AW5547  NAD 83(1993)-  29 24 39.34215(N)    095 11 57.69292(W) AD(       ) 1
 AW5547  ELLIP H (02/16/96)  -16.34   (m)                       GP(       ) 5 1
 AW5547  NAD 83(1986)-  29 24 39.35554(N)    095 11 57.67262(W) AD(       ) 1
 AW5547  NAVD 88 (06/15/91)   10.600  (m)           34.78   (f) ADJUSTED    1 2
 AW5547  NGVD 29 (12/23/87)   10.596  (m)           34.76   (f) ADJUSTED    1 2
 AW5547
 AW5547.Superseded values are not recommended for survey control.
 AW5547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5547.See file dsdata.txt to determine how the superseded data were derived.
 AW5547
 AW5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8660855526(NAD 83)
 AW5547_MARKER: I = METAL ROD
 AW5547_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5547_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5547_STAMPING: HGCSD 56 1986
 AW5547_MARK LOGO: NGS   
 AW5547_PROJECTION: FLUSH
 AW5547_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5547+STABILITY: POSITION/ELEVATION WELL
 AW5547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5547+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 AW5547_ROD/PIPE-DEPTH: 18.3 meters
 AW5547_SLEEVE-DEPTH  : 6.1 meters
 AW5547
 AW5547  HISTORY     - Date     Condition        Report By
 AW5547  HISTORY     - 1986     MONUMENTED       NGS
 AW5547  HISTORY     - 1987     GOOD             NGS
 AW5547  HISTORY     - 19941207 GOOD             HGCSD
 AW5547  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW5547  HISTORY     - 20040206 GOOD             INDIV
 AW5547
 AW5547                          STATION DESCRIPTION
 AW5547
 AW5547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5547'3.1 KM (1.9 MI) WEST FROM ALGOA.
 AW5547'3.1 KM (1.95 MI) WESTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 AW5547'RAILROAD FROM THE STATION SIGN IN ALGOA, OR 3.9 KM (2.4 MI) EASTERLY
 AW5547'ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE STATION IN
 AW5547'ALVIN, 125.0 M (410.1 FT) NORTHEAST OF THE NEAR RAIL, 19.1 M (62.7 FT)
 AW5547'NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF STATE HIGHWAY
 AW5547'6, AND 10.9 M (35.8 FT) WEST OF THE CENTER OF A DIRT ROAD LEADING
 AW5547'NORTH.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5547'THE MARK IS 1.0 METERS  NE FROM  A WITNESS POST AND FENCE
 AW5547'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AW5547
 AW5547                          STATION RECOVERY (1987)
 AW5547
 AW5547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5547'THE STATION IS LOCATED ABOUT 41.8 KM (26.0 MI)
 AW5547'SOUTH-SOUTHEAST OF HOUSTON, 14.5 KM (9.0 MI) WEST OF DICKINSON,
 AW5547'19.3 KM (12.0 MI) EAST-SOUTHEAST OF MANVEL AND NEAR THE SOUTH
 AW5547'CORNER OF AN OPEN FIELD.
 AW5547'OWNERSHIP--JAMIE BLACKWELL, ADDRESS UNKNOWN.
 AW5547'
 AW5547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND STATE
 AW5547'HIGHWAY 35 IN ALVIN, GO SOUTHEAST ON STATE HIGHWAY 6 FOR 3.1 KM
 AW5547'(1.9 MI) TO A DIRT ROAD AND THE STATION ON THE LEFT.
 AW5547'
 AW5547'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5547'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5547'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5547'LOGO CAP STAMPED---HGCSD 56 1986---, THE ROD IS RECESSED 10 CM
 AW5547'BELOW THE GROUND.  LOCATED 22.6 METERS (74.0 FT) NORTH-NORTHEAST
 AW5547'FROM THE CENTERLINE OF STATE HIGHWAY 6, 10.7 METERS (35.0 FT)
 AW5547'WEST-NORTHWEST FROM THE CENTER OF THE DIRT ROAD, 1.1 METERS (3.5
 AW5547'FT) NORTH-NORTHEAST FROM AN EAST-WEST FENCELINE AND 1.0 METER (3.4
 AW5547'FT) NORTHEAST OF A CARSONITE WITNESS POST.
 AW5547'
 AW5547'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5547'
 AW5547'THIS STATION IS SUITABLE FOR GPS SSURVEYS.
 AW5547'
 AW5547'DESCRIBED BY P.C. OSLEY.
 AW5547
 AW5547                          STATION RECOVERY (1994)
 AW5547
 AW5547'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5547'RECOVERED AS DESCRIBED.
 AW5547
 AW5547                          STATION RECOVERY (1997)
 AW5547
 AW5547'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5547'MARK NOT FOUND.
 AW5547
 AW5547                          STATION RECOVERY (2004)
 AW5547
 AW5547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BD)
 AW5547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5499 ***********************************************************************
 AW5499  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5499  DESIGNATION -  HGCSD 57
 AW5499  PID         -  AW5499
 AW5499  STATE/COUNTY-  TX/GALVESTON
 AW5499  USGS QUAD   -  DICKINSON (1997)
 AW5499
 AW5499                         *CURRENT SURVEY CONTROL
 AW5499  ___________________________________________________________________
 AW5499* NAD 83(1993)-  29 27 42.42099(N)    095 03 14.07627(W)     ADJUSTED  
 AW5499* NAVD 88     -         3.73   (meters)      12.2    (feet)  GPS OBS   
 AW5499  ___________________________________________________________________
 AW5499  X           -    -489,605.517 (meters)                     COMP
 AW5499  Y           -  -5,536,216.017 (meters)                     COMP
 AW5499  Z           -   3,118,555.768 (meters)                     COMP
 AW5499  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW5499  ELLIP HEIGHT-         -23.18  (meters)          (02/14/02) GPS OBS
 AW5499  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW5499  DYNAMIC HT  -           3.73  (meters)      12.2   (feet)  COMP
 AW5499  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 AW5499
 AW5499  HORZ ORDER  -  FIRST
 AW5499  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5499  ELLP ORDER  -  FOURTH    CLASS II
 AW5499
 AW5499.The horizontal coordinates were established by GPS observations
 AW5499.and adjusted by the National Geodetic Survey in December 2001..
 AW5499
 AW5499.The orthometric height was determined by GPS observations and a
 AW5499.high-resolution geoid model using precise GPS observation and
 AW5499.processing techniques. It supersedes the leveled height previously
 AW5499.determined for this station.
 AW5499.The vertical order pertains to the first NAVD 88 superseded value.
 AW5499
 AW5499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5499
 AW5499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5499
 AW5499.The ellipsoidal height was determined by GPS observations
 AW5499.and is referenced to NAD 83.
 AW5499
 AW5499.The geoid height was determined by GEOID03.
 AW5499
 AW5499.The dynamic height is computed by dividing the NAVD 88
 AW5499.geopotential number by the normal gravity value computed on the
 AW5499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5499.degrees latitude (g = 980.6199 gals.).
 AW5499
 AW5499.The modeled gravity was interpolated from observed gravity values.
 AW5499
 AW5499;                    North         East     Units Scale Factor Converg.
 AW5499;SPC TXSC     - 4,186,931.681   982,657.230   MT  0.99986569   +1 55 59.7
 AW5499;SPC TXSC     -13,736,625.02  3,223,934.60   sFT  0.99986569   +1 55 59.7
 AW5499;UTM  15      - 3,260,905.406   300,822.751   MT  1.00008953   -1 00 37.9
 AW5499
 AW5499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5499!SPC TXSC     -   1.00000364  x   0.99986569  =   0.99986933
 AW5499!UTM  15      -   1.00000364  x   1.00008953  =   1.00009317
 AW5499
 AW5499                          SUPERSEDED SURVEY CONTROL
 AW5499
 AW5499  ELLIP H (12/03/01)  -23.16   (m)                       GP(       ) 4 2
 AW5499  ELLIP H (10/25/00)  -23.15   (m)                       GP(       ) 4 1
 AW5499  NAD 83(1993)-  29 27 42.42118(N)    095 03 14.07551(W) AD(       ) 1
 AW5499  ELLIP H (10/17/96)  -23.03   (m)                       GP(       ) 3 1
 AW5499  NAD 83(1993)-  29 27 42.42166(N)    095 03 14.07551(W) AD(       ) 1
 AW5499  ELLIP H (02/16/96)  -23.13   (m)                       GP(       ) 5 1
 AW5499  ELLIP H (01/21/93)  -23.26   (m)                       GP(       ) 4 2
 AW5499  NAD 83(1986)-  29 27 42.43482(N)    095 03 14.05524(W) AD(       ) 1
 AW5499  NAVD 88 (06/15/91)    3.732  (m)           12.24   (f) ADJUSTED    1 2
 AW5499  NGVD 29 (12/23/87)    3.729  (m)           12.23   (f) ADJUSTED    1 2
 AW5499
 AW5499.Superseded values are not recommended for survey control.
 AW5499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5499.See file dsdata.txt to determine how the superseded data were derived.
 AW5499
 AW5499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0082360905(NAD 83)
 AW5499_MARKER: I = METAL ROD
 AW5499_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5499_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5499_STAMPING: HGCSD 57 1986
 AW5499_MARK LOGO: NGS   
 AW5499_PROJECTION: FLUSH
 AW5499_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5499+STABILITY: POSITION/ELEVATION WELL
 AW5499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5499+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW5499_ROD/PIPE-DEPTH: 10.7 meters
 AW5499_SLEEVE-DEPTH  : 6.1 meters
 AW5499
 AW5499  HISTORY     - Date     Condition        Report By
 AW5499  HISTORY     - 1986     MONUMENTED       NGS
 AW5499  HISTORY     - 1987     GOOD             NGS
 AW5499  HISTORY     - 19910621 GOOD             WIMPOL
 AW5499  HISTORY     - 19941208 GOOD             HGCSD
 AW5499  HISTORY     - 20030531 GOOD             USPSQD
 AW5499  HISTORY     - 20050629 GOOD             USPSQD
 AW5499
 AW5499                          STATION DESCRIPTION
 AW5499
 AW5499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5499'IN DICKINSON.
 AW5499'IN DICKINSON, 0.2 KM (0.1 MI) WEST ALONG FARM ROAD 517 FROM THE
 AW5499'JUNCTION OF STATE HIGHWAY 3, THENCE 0.1 KM (0.05 MI) NORTHWEST ALONG
 AW5499'NEVADA STREET TO THE INTERSECTION OF TERMINI STREET AND THE POST
 AW5499'OFFICE AND MARK ON THE RIGHT, 16.15 METERS (53.0 FT) NORTHWEST OF THE
 AW5499'CENTER OF TERMINI STREET, 28.44 METERS (93.3 FT) EAST OF THE SOUTHEAST
 AW5499'CORNER OF THE POST OFFICE, 17.25 METERS (56.6 FT) EAST OF THE FLAG
 AW5499'POLE, 1.86 METERS (6.1 FT) NORTHEAST OF THE EAST EDGE OF THE ENTRANCE
 AW5499'CURB OF THE PARKING LOT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5499'5-INCH LOGO CAP.
 AW5499'THE MARK IS 0.2 M ABOVE STREET.
 AW5499
 AW5499                          STATION RECOVERY (1987)
 AW5499
 AW5499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5499'THE STATION IS LOCATED ABOUT 28.2 KM (17.5 MI)
 AW5499'NORTHWEST OF GALVESTON, 12.1 KM (7.5 MI) SOUTHEAST OF WEBSTER, 9.7
 AW5499'KM (5.6 MI) NORTHEAST OF SANTA FE AND AT THE DICKINSON POST OFFICE.
 AW5499'OWNERSHIP--W G HALL, PRESIDENT, CITIZENS STATE BANK, DICKINSON TX
 AW5499'77539, PHONE 713-337-3565 OR AFTER HOURS 409-948-1141.
 AW5499'
 AW5499'TO REACH THE STATION FROM JUNCTION OF INTERSTATE HIGHWAY 45 AND FM
 AW5499'517, ABOUT 3.2 KM (2.0 MI) SOUTHWEST OF DICKINSON, GO EASTERLY ON
 AW5499'FM 517 FOR 2.6 KM (1.6 MI) TO THE JUNCTION OF TERMINI STREET ON THE
 AW5499'LEFT.  TURN LEFT AND GO NORTHEAST ON TERMINI STREET FOR 0.2 KM
 AW5499'(0.15 MI) TO THE POST OFFICE AND STATION ON THE LEFT.
 AW5499'
 AW5499'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5499'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5499'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5499'LOGO CAP STAMPED---HGCSD 57 1986---, THE ROD IS RECESSED 5 CM BELOW
 AW5499'THE GROUND SURFACE.  LOCATED 17.4 METERS (57.0 FT) EAST OF THE POST
 AW5499'OFFICE FLAG POLE, 16.2 METERS (53.0 FT) NORTHWEST OF THE CENTER OF
 AW5499'TERMINI STREET, 2.1 METERS (7.0 FT) EAST-NORTHEAST OF THE NORTHEAST
 AW5499'CURB OF THE MOST NORTHEASTERLY OF TWO DRIVEWAYS AND 1.2 METERS (4.0
 AW5499'FT) SOUTHEAST OF THE SOUTHEAST CURB OF A PARKING LOT.
 AW5499'
 AW5499'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5499'
 AW5499'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5499'
 AW5499'DESCRIBED BY D.R. LOKKEN.
 AW5499
 AW5499                          STATION RECOVERY (1991)
 AW5499
 AW5499'RECOVERY NOTE BY WIMPOL INCORPORATED 1991
 AW5499'RECOVERED IN GOOD CONDITION.
 AW5499
 AW5499                          STATION RECOVERY (1994)
 AW5499
 AW5499'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5499'YRECOVERED AS DESCRIBED.
 AW5499
 AW5499                          STATION RECOVERY (2003)
 AW5499
 AW5499'RECOVERY NOTE BY US POWER SQUADRON 2003 (KA)
 AW5499'RECOVERED IN GOOD CONDITION.
 AW5499
 AW5499                          STATION RECOVERY (2005)
 AW5499
 AW5499'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5499'G.P. IS GOOD AND DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5714 ***********************************************************************
 AW5714  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5714  DESIGNATION -  HGCSD 58
 AW5714  PID         -  AW5714
 AW5714  STATE/COUNTY-  TX/GALVESTON
 AW5714  USGS QUAD   -  TEXAS CITY (1994)
 AW5714
 AW5714                         *CURRENT SURVEY CONTROL
 AW5714  ___________________________________________________________________
 AW5714* NAD 83(1993)-  29 25 01.08886(N)    094 53 42.69347(W)     ADJUSTED  
 AW5714* NAVD 88     -         2.73   (meters)       9.0    (feet)  GPS OBS   
 AW5714  ___________________________________________________________________
 AW5714  X           -    -474,475.830 (meters)                     COMP
 AW5714  Y           -  -5,539,982.883 (meters)                     COMP
 AW5714  Z           -   3,114,229.404 (meters)                     COMP
 AW5714  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW5714  ELLIP HEIGHT-         -24.02  (meters)          (10/25/00) GPS OBS
 AW5714  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW5714  DYNAMIC HT  -           2.73  (meters)       9.0   (feet)  COMP
 AW5714  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 AW5714
 AW5714  HORZ ORDER  -  FIRST
 AW5714  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5714  ELLP ORDER  -  FOURTH    CLASS I
 AW5714
 AW5714.The horizontal coordinates were established by GPS observations
 AW5714.and adjusted by the National Geodetic Survey in October 1996..
 AW5714
 AW5714.The orthometric height was determined by GPS observations and a
 AW5714.high-resolution geoid model using precise GPS observation and
 AW5714.processing techniques. It supersedes the leveled height previously
 AW5714.determined for this station.
 AW5714.The vertical order pertains to the first NAVD 88 superseded value.
 AW5714
 AW5714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5714
 AW5714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5714
 AW5714.The ellipsoidal height was determined by GPS observations
 AW5714.and is referenced to NAD 83.
 AW5714
 AW5714.The geoid height was determined by GEOID03.
 AW5714
 AW5714.The dynamic height is computed by dividing the NAVD 88
 AW5714.geopotential number by the normal gravity value computed on the
 AW5714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5714.degrees latitude (g = 980.6199 gals.).
 AW5714
 AW5714.The modeled gravity was interpolated from observed gravity values.
 AW5714
 AW5714;                    North         East     Units Scale Factor Converg.
 AW5714;SPC TXSC     - 4,182,497.791   998,216.347   MT  0.99986427   +2 00 39.6
 AW5714;SPC TXSC     -13,722,078.17  3,274,981.47   sFT  0.99986427   +2 00 39.6
 AW5714;UTM  15      - 3,255,677.560   316,136.585   MT  1.00001715   -0 55 52.0
 AW5714
 AW5714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5714!SPC TXSC     -   1.00000377  x   0.99986427  =   0.99986804
 AW5714!UTM  15      -   1.00000377  x   1.00001715  =   1.00002092
 AW5714
 AW5714                          SUPERSEDED SURVEY CONTROL
 AW5714
 AW5714  ELLIP H (10/17/96)  -23.89   (m)                       GP(       ) 3 1
 AW5714  NAD 83(1993)-  29 25 01.08869(N)    094 53 42.69301(W) AD(       ) 1
 AW5714  ELLIP H (02/16/96)  -23.96   (m)                       GP(       ) 5 1
 AW5714  ELLIP H (01/21/93)  -24.13   (m)                       GP(       ) 4 2
 AW5714  NAD 83(1986)-  29 25 01.10161(N)    094 53 42.67321(W) AD(       ) 1
 AW5714  NAVD 88 (06/15/91)    2.755  (m)            9.04   (f) ADJUSTED    1 2
 AW5714  NGVD 29 (12/23/87)    2.751  (m)            9.03   (f) ADJUSTED    1 2
 AW5714
 AW5714.Superseded values are not recommended for survey control.
 AW5714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5714.See file dsdata.txt to determine how the superseded data were derived.
 AW5714
 AW5714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1613755678(NAD 83)
 AW5714_MARKER: I = METAL ROD
 AW5714_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5714_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5714_STAMPING: HGCSD 58 1986
 AW5714_MARK LOGO: NGS   
 AW5714_PROJECTION: RECESSED 1 CENTIMETERS
 AW5714_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5714+STABILITY: POSITION/ELEVATION WELL
 AW5714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5714+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 AW5714_ROD/PIPE-DEPTH: 18.3 meters
 AW5714_SLEEVE-DEPTH  : 6.1 meters
 AW5714
 AW5714  HISTORY     - Date     Condition        Report By
 AW5714  HISTORY     - 1986     MONUMENTED       NGS
 AW5714  HISTORY     - 1987     GOOD             NGS
 AW5714  HISTORY     - 19941208 GOOD             HGCSD
 AW5714  HISTORY     - 20040129 GOOD             USPSQD
 AW5714  HISTORY     - 20050702 GOOD             USPSQD
 AW5714
 AW5714                          STATION DESCRIPTION
 AW5714
 AW5714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5714'4.3 KM (2.7 MI) NE FROM TEXAS CITY.
 AW5714'2.1 KM (1.3 MI) NORTH ALONG LOOP 197 (6TH STREET) FROM THE POST OFFICE
 AW5714'IN TEXAS CITY, THENCE 0.9 KM (0.55 MI) EAST ALONG 25TH AVENUE NORTH,
 AW5714'THENCE 1.1 KM (0.7 MI)NORTH ALONG BAY STREET TO TEXAS CITY-MOSES LAKE
 AW5714'SEWAGE WASTE TREATMENT PLANT NO. 1, THENCE 0.2 KM (0.1 MI) WEST ALONG
 AW5714'ENTRANCE ROAD LEADING TO PLANT OPERATIONS AND THE MARK ON THE LEFT ON
 AW5714'THE SOUTH SIDE OF A PARKING AREA, 37.79 (124.0 FT) SOUTHEAST CORNER OF
 AW5714'THE PARKING LOT, 19.29 METERS (46.9 FT) NORTHEAST OF THE NORTHEAST
 AW5714'CORNER OF A SMALL WOODEN BUILDING, 11.19 METERS (36.7 FT) EAST OF THE
 AW5714'SOUTHWEST CORNER OF THE PARKING LOT, 0.76 METER (2.5 FT) SOUTH OF THE
 AW5714'SOUTH CURB OF THE PARKING LOT.
 AW5714'THE MARK IS 0.18 M ABOVE PARKING LOT.
 AW5714
 AW5714                          STATION RECOVERY (1987)
 AW5714
 AW5714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5714'THE STATION IS LOCATED IN TEXAS CITY AT
 AW5714'THE TEXAS CITY-MOSES LAKE WATER PLANT.
 AW5714'OWNERSHIP--GALVESTON CO WATER AUTHORITY, MR RICHARDS, 3630 FM 1765,
 AW5714'TEXAS CITY TX 77591, PHONE 409-948-3111 EXT 178,
 AW5714'AFTER HOURS 409-948-1141.
 AW5714'
 AW5714'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND
 AW5714'FM 1764 (PALMER HIGHWAY), WHICH IS ABOUT 11.3 KM (7.0 MI) WEST OF
 AW5714'TEXAS CITY, GO EASTERLY ON FM 1764 FOR 8.5 KM (5.3 MI) TO ITS
 AW5714'JUNCTION WITH STATE HIGHWAY 146 AND 25TH AVENUE NORTH (ALSO TEXAS
 AW5714'LOOP 197).  TURN RIGHT ON 25TH AVENUE FOR 6.4 KM (4.0 MI) TO ITS
 AW5714'INTERSECTION WITH BAY STREET.  TURN LEFT AND GO NORTH ON BAY
 AW5714'STREET FOR 1.1 KM (0.7 MI) TO THE ENTRANCE ROAD LEADING TO THE TEXAS
 AW5714'CITY-MOSES LAKE WATER PLANT ON THE LEFT.  TURN AND GO LEFT WEST ON
 AW5714'THE ENTRANCE ROAD FOR 0.2 KM (0.1 MI) TO THE STATION ON THE LEFT.
 AW5714'
 AW5714'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5714'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5714'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5714'LOGO CAP STAMPED---HGCSD 58 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5714'THE GROUND SURFACE.  LOCATED 14.3 METERS (47.0 FT) NORTHEAST OF THE
 AW5714'NORTHEAST CORNER OF A SMALL WOODEN BUILDING, 11.0 METERS (36.0 FT)
 AW5714'EAST OF THE SOUTHWEST CORNER OF THE PARKING LOT AND 0.7 METER (2.4
 AW5714'FT) SOUTH OF THE CURB.
 AW5714'
 AW5714'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5714'
 AW5714'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5714'
 AW5714'DESCRIBED BY V.A. BARNUM.
 AW5714
 AW5714                          STATION RECOVERY (1994)
 AW5714
 AW5714'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5714'RECOVERED AS DESCRIBED.
 AW5714
 AW5714                          STATION RECOVERY (2004)
 AW5714
 AW5714'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5714'RECOVERED IN GOOD CONDITION.
 AW5714
 AW5714                          STATION RECOVERY (2005)
 AW5714
 AW5714'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6399 ***********************************************************************
 AJ6399  DESIGNATION -  HGCSD 58 RESET
 AJ6399  PID         -  AJ6399
 AJ6399  STATE/COUNTY-  TX/GALVESTON
 AJ6399  USGS QUAD   -  TEXAS CITY (1994)
 AJ6399
 AJ6399                         *CURRENT SURVEY CONTROL
 AJ6399  ___________________________________________________________________
 AJ6399* NAD 83(1993)-  29 24 58.30458(N)    094 53 42.03330(W)     ADJUSTED  
 AJ6399* NAVD 88     -         2.384  (meters)       7.82   (feet)  ADJUSTED  
 AJ6399  ___________________________________________________________________
 AJ6399  X           -    -474,461.664 (meters)                     COMP
 AJ6399  Y           -  -5,540,026.032 (meters)                     COMP
 AJ6399  Z           -   3,114,154.548 (meters)                     COMP
 AJ6399  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AJ6399  ELLIP HEIGHT-         -24.39  (meters)          (02/14/02) GPS OBS
 AJ6399  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AJ6399  DYNAMIC HT  -           2.381 (meters)       7.81  (feet)  COMP
 AJ6399  MODELED GRAV-     979,272.8   (mgal)                       NAVD 88
 AJ6399
 AJ6399  HORZ ORDER  -  FIRST
 AJ6399  VERT ORDER  -  FIRST     CLASS II
 AJ6399  ELLP ORDER  -  FOURTH    CLASS II
 AJ6399
 AJ6399.The horizontal coordinates were established by GPS observations
 AJ6399.and adjusted by the National Geodetic Survey in December 2001..
 AJ6399
 AJ6399.The orthometric height was determined by differential leveling
 AJ6399.and adjusted by the National Geodetic Survey in January 2002..
 AJ6399.No vertical observational check was made to the station.
 AJ6399
 AJ6399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6399
 AJ6399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6399
 AJ6399.The ellipsoidal height was determined by GPS observations
 AJ6399.and is referenced to NAD 83.
 AJ6399
 AJ6399.The geoid height was determined by GEOID03.
 AJ6399
 AJ6399.The dynamic height is computed by dividing the NAVD 88
 AJ6399.geopotential number by the normal gravity value computed on the
 AJ6399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6399.degrees latitude (g = 980.6199 gals.).
 AJ6399
 AJ6399.The modeled gravity was interpolated from observed gravity values.
 AJ6399
 AJ6399;                    North         East     Units Scale Factor Converg.
 AJ6399;SPC TXSC     - 4,182,412.753   998,237.138   MT  0.99986425   +2 00 39.9
 AJ6399;SPC TXSC     -13,721,799.17  3,275,049.68   sFT  0.99986425   +2 00 39.9
 AJ6399;UTM  15      - 3,255,591.553   316,152.986   MT  1.00001707   -0 55 51.6
 AJ6399
 AJ6399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6399!SPC TXSC     -   1.00000383  x   0.99986425  =   0.99986808
 AJ6399!UTM  15      -   1.00000383  x   1.00001707  =   1.00002090
 AJ6399
 AJ6399                          SUPERSEDED SURVEY CONTROL
 AJ6399
 AJ6399  ELLIP H (12/03/01)  -24.36   (m)                       GP(       ) 4 2
 AJ6399
 AJ6399.Superseded values are not recommended for survey control.
 AJ6399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6399.See file dsdata.txt to determine how the superseded data were derived.
 AJ6399
 AJ6399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1615355592(NAD 83)
 AJ6399_MARKER: I = METAL ROD
 AJ6399_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6399_STAMPING: HGCSD 58 RESET 2000
 AJ6399_MARK LOGO: HGCSD 
 AJ6399_PROJECTION: RECESSED 6 CENTIMETERS
 AJ6399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6399+STABILITY: POSITION/ELEVATION WELL
 AJ6399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6399+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6399_ROD/PIPE-DEPTH: 20.7 meters
 AJ6399_SLEEVE-DEPTH  : 3.0 meters
 AJ6399
 AJ6399  HISTORY     - Date     Condition        Report By
 AJ6399  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6399
 AJ6399                          STATION DESCRIPTION
 AJ6399
 AJ6399'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6399'THE STATION IS LOCATED ABOUT 34.9 KM (21.70 MI) EAST FROM ALVIN, 21.8
 AJ6399'KM (13.55 MI) SOUTHEAST FROM LEAGUE CITY, 15.6 KM (9.70 MI)
 AJ6399'NORTH-NORTHWEST FROM GALVESTON AND IN THE CITY PROPER OF TEXAS CITY.
 AJ6399'OWNERSHIP--CITY OF TEXAS CITY PUBLIC WORKS DEPARTMENT.  --RESTRICTED
 AJ6399'ACSESS--
 AJ6399'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 146 AND 25TH AVENUE
 AJ6399'NORTH ALSO KNOWN AS LOOP 197, GO EASTERLY ALONG 25TH AVENUE NORTH
 AJ6399'APROXIMATLY 3 MILES (4.8 KM) UNTIL THE SPLIT OF LOOP 197 AND 25TH
 AJ6399'AVENUE NORTH, BEAR LEFT AND CONTINUE EASTERLY ALONG 25TH AVNUE NORTH
 AJ6399'FOR 0.8 MILES. (1.3 KM) TURN LEFT ONTO BAY STREET EXT AND PROCEED IN A
 AJ6399'NORTHERLY DIRECTION FOR 0.6 MILE (1.0 KM) TO THE SOTHERN MOST DRIVE
 AJ6399'FOR THE WALLACE R.  KNOX WASTEWATER TREATMENT PLANT.  TURN LEFT AND GO
 AJ6399'WEST ON THE DRIVEWAY FOR APPROXIMATLY 200 FT (61.0 M) TO THE STATION
 AJ6399'ON THE LEFT.  THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS
 AJ6399'STEEL ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS
 AJ6399'10 FT (3.0 M) LONG FILLED WITH GREASE THAT IS INCASED IN A 5-INCH PVC
 AJ6399'PIPE WITH A LOGO CAP STAMPED---HGCSD 58 RESET 2000---. THE STATION IS
 AJ6399'46.0 FT (14.0 M) SOUTH FROM THE SOUTHWEST CORNER OF A CONCRETE SLAB
 AJ6399'SUPPORTING AN EXTENSOMETER, 41.3 FT (12.6 M) WEST FROM A 24-INCH PALM
 AJ6399'TREE, 18.5 FT (5.6 M) NORTH FROM A CHAINLINK FENCE, 18 FT (5.5 M)
 AJ6399'SOUTH FROM THE CENTER OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5706 ***********************************************************************
 AW5706  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5706  DESIGNATION -  HGCSD 59
 AW5706  PID         -  AW5706
 AW5706  STATE/COUNTY-  TX/GALVESTON
 AW5706  USGS QUAD   -  HITCHCOCK (1974)
 AW5706
 AW5706                         *CURRENT SURVEY CONTROL
 AW5706  ___________________________________________________________________
 AW5706* NAD 83(1993)-  29 22 24.26447(N)    095 05 25.94513(W)     ADJUSTED  
 AW5706* NAVD 88     -         6.89   (meters)      22.6    (feet)  GPS OBS   
 AW5706  ___________________________________________________________________
 AW5706  X           -    -493,571.995 (meters)                     COMP
 AW5706  Y           -  -5,540,697.208 (meters)                     COMP
 AW5706  Z           -   3,110,024.547 (meters)                     COMP
 AW5706  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW5706  ELLIP HEIGHT-         -19.89  (meters)          (02/14/02) GPS OBS
 AW5706  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW5706  DYNAMIC HT  -           6.88  (meters)      22.6   (feet)  COMP
 AW5706  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 AW5706
 AW5706  HORZ ORDER  -  FIRST
 AW5706  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5706  ELLP ORDER  -  FOURTH    CLASS II
 AW5706
 AW5706.The horizontal coordinates were established by GPS observations
 AW5706.and adjusted by the National Geodetic Survey in December 2001..
 AW5706
 AW5706.The orthometric height was determined by GPS observations and a
 AW5706.high-resolution geoid model using precise GPS observation and
 AW5706.processing techniques. It supersedes the leveled height previously
 AW5706.determined for this station.
 AW5706.The vertical order pertains to the first NAVD 88 superseded value.
 AW5706
 AW5706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5706
 AW5706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5706
 AW5706.The ellipsoidal height was determined by GPS observations
 AW5706.and is referenced to NAD 83.
 AW5706
 AW5706.The geoid height was determined by GEOID03.
 AW5706
 AW5706.The dynamic height is computed by dividing the NAVD 88
 AW5706.geopotential number by the normal gravity value computed on the
 AW5706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5706.degrees latitude (g = 980.6199 gals.).
 AW5706
 AW5706.The modeled gravity was interpolated from observed gravity values.
 AW5706
 AW5706;                    North         East     Units Scale Factor Converg.
 AW5706;SPC TXSC     - 4,177,023.262   979,433.834   MT  0.99986347   +1 54 55.1
 AW5706;SPC TXSC     -13,704,117.15  3,213,359.17   sFT  0.99986347   +1 54 55.1
 AW5706;UTM  15      - 3,251,173.234   297,094.108   MT  1.00010804   -1 01 32.7
 AW5706
 AW5706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5706!SPC TXSC     -   1.00000312  x   0.99986347  =   0.99986659
 AW5706!UTM  15      -   1.00000312  x   1.00010804  =   1.00011116
 AW5706
 AW5706|---------------------------------------------------------------------|
 AW5706| PID    Reference Object                     Distance      Geod. Az  |
 AW5706|                                                           dddmmss.s |
 AW5706| AW0488 Q 1210                               96.740 METERS 11314     |
 AW5706|---------------------------------------------------------------------|
 AW5706
 AW5706                          SUPERSEDED SURVEY CONTROL
 AW5706
 AW5706  ELLIP H (12/03/01)  -19.88   (m)                       GP(       ) 4 2
 AW5706  ELLIP H (10/25/00)  -19.88   (m)                       GP(       ) 4 1
 AW5706  NAD 83(1993)-  29 22 24.26512(N)    095 05 25.94426(W) AD(       ) 1
 AW5706  ELLIP H (10/17/96)  -19.76   (m)                       GP(       ) 3 1
 AW5706  NAD 83(1993)-  29 22 24.26656(N)    095 05 25.94426(W) AD(       ) 1
 AW5706  ELLIP H (02/16/96)  -19.77   (m)                       GP(       ) 5 1
 AW5706  ELLIP H (01/21/93)  -19.92   (m)                       GP(       ) 4 2
 AW5706  NAD 83(1986)-  29 22 24.27974(N)    095 05 25.92437(W) AD(       ) 1
 AW5706  NAVD 88 (06/15/91)    6.962  (m)           22.84   (f) ADJUSTED    1 2
 AW5706  NGVD 29 (12/23/87)    6.958  (m)           22.83   (f) ADJUSTED    1 2
 AW5706
 AW5706.Superseded values are not recommended for survey control.
 AW5706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5706.See file dsdata.txt to determine how the superseded data were derived.
 AW5706
 AW5706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9709451173(NAD 83)
 AW5706_MARKER: I = METAL ROD
 AW5706_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5706_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5706_STAMPING: HGCSD 59 1986
 AW5706_MARK LOGO: NGS   
 AW5706_PROJECTION: FLUSH
 AW5706_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5706+STABILITY: POSITION/ELEVATION WELL
 AW5706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5706+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AW5706_ROD/PIPE-DEPTH: 16.8 meters
 AW5706_SLEEVE-DEPTH  : 6.1 meters
 AW5706
 AW5706  HISTORY     - Date     Condition        Report By
 AW5706  HISTORY     - 1986     MONUMENTED       NGS
 AW5706  HISTORY     - 1987     GOOD             NGS
 AW5706  HISTORY     - 19940917 GOOD             USPSQD
 AW5706  HISTORY     - 19941208 GOOD             HGCSD
 AW5706  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 AW5706  HISTORY     - 20040403 GOOD             USPSQD
 AW5706  HISTORY     - 20060523 GOOD             USPSQD
 AW5706
 AW5706                          STATION DESCRIPTION
 AW5706
 AW5706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5706'IN SANTA FE.
 AW5706'IN SANTA FE, AT THE SOUTHWEST CORNER OF THE BANK OF SANTA FE, 28.2
 AW5706'METERS (92.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, (24.3 FT)
 AW5706'WEST OF THE WEST CORNER OF THE BANK, 1.4 METERS (4.5 FT) WEST OF THE
 AW5706'WEST EDGE OF THE PARKING LOT.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5706'THROUGH A 5-INCH LOGO CAP.
 AW5706'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AW5706
 AW5706                          STATION RECOVERY (1987)
 AW5706
 AW5706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5706'THE STATION IS LOCATED IN THE TOWN OF SANTE FE.
 AW5706'OWNERSHIP--BANK OF SANTE FE, MICHAEL W DOWNEY, ASSISTANT VICE
 AW5706'PRESIDENT, PO BOX 608, 12402 HIGHWAY 6, SANTE FE TX 77510,
 AW5706'PHONE 409-925-2582.
 AW5706'
 AW5706'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND FARM
 AW5706'ROAD 646 ON THE SOUTHEAST SIDE OF SANTE FE, GO NORTHWEST ON STATE
 AW5706'HIGHWAY 6 FOR 0.2 KM (0.1 MI) TO THE BANK OF SANTE FE AND THE
 AW5706'STATION ON THE RIGHT.
 AW5706'
 AW5706'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5706'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5706'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5706'LOGO CAP STAMPED---HGCSD 59 1986---, THE ROD IS RECESSED 10 CM
 AW5706'BELOW THE GROUND.  LOCATED 26.8 METERS (88.0 FT) NORTH OF THE
 AW5706'CENTERLINE OF STATE HIGHWAY 6, 24.5 METERS (80.4 FT) SOUTHWEST OF
 AW5706'THE SOUTHWEST CORNER OF BANK BUILDING, 11.2 METERS (36.8 FT) SOUTH
 AW5706'OF THE SOUTHWEST SUPPORT POLE OF THE MOST WESTERLY DRIVE THRU
 AW5706'WINDOW AND 1.2 METERS (4.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 AW5706'THE PARKING LOT.
 AW5706'
 AW5706'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5706'
 AW5706'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5706'
 AW5706'DESCRIBED BY P.C. OSLEY.
 AW5706
 AW5706                          STATION RECOVERY (1994)
 AW5706
 AW5706'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5706'RECOVERED IN GOOD CONDITION.
 AW5706
 AW5706                          STATION RECOVERY (1994)
 AW5706
 AW5706'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5706'RECOVERED AS DESCRIBED.
 AW5706
 AW5706                          STATION RECOVERY (2004)
 AW5706
 AW5706'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5706'MARK NOT FOUND.
 AW5706
 AW5706                          STATION RECOVERY (2004)
 AW5706
 AW5706'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AW5706'DESCRIPTION LISTS THE BANK AS THE BANK OF SANTA FE. IT IS NOW TEXAS
 AW5706'FIRST BANK.
 AW5706
 AW5706                          STATION RECOVERY (2006)
 AW5706
 AW5706'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW5706'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2020 ***********************************************************************
 BL2020  HT_MOD      -  This is a Height Modernization Survey Station.
 BL2020  DESIGNATION -  HGCSD 6
 BL2020  PID         -  BL2020
 BL2020  STATE/COUNTY-  TX/HARRIS
 BL2020  USGS QUAD   -  MAEDAN (1982)
 BL2020
 BL2020                         *CURRENT SURVEY CONTROL
 BL2020  ___________________________________________________________________
 BL2020* NAD 83(1993)-  30 00 39.48114(N)    095 19 45.35610(W)     ADJUSTED  
 BL2020* NAVD 88     -        27.90   (meters)      91.5    (feet)  GPS OBS   
 BL2020  ___________________________________________________________________
 BL2020  X           -    -513,403.474 (meters)                     COMP
 BL2020  Y           -  -5,503,755.217 (meters)                     COMP
 BL2020  Z           -   3,171,426.765 (meters)                     COMP
 BL2020  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BL2020  ELLIP HEIGHT-           0.49  (meters)          (12/03/01) GPS OBS
 BL2020  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2020  DYNAMIC HT  -          27.87  (meters)      91.4   (feet)  COMP
 BL2020  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 BL2020
 BL2020  HORZ ORDER  -  FIRST
 BL2020  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL2020  ELLP ORDER  -  FOURTH    CLASS II
 BL2020
 BL2020.The horizontal coordinates were established by GPS observations
 BL2020.and adjusted by the National Geodetic Survey in December 2001..
 BL2020
 BL2020.The orthometric height was determined by GPS observations and a
 BL2020.high-resolution geoid model using precise GPS observation and
 BL2020.processing techniques. It supersedes the leveled height previously
 BL2020.determined for this station.
 BL2020.WARNING-GPS observations at this control monument resulted in a GPS
 BL2020.derived orthometric height which differed from the leveled height by
 BL2020.more than one decimeter (0.1 meter).
 BL2020.The vertical order pertains to the first NAVD 88 superseded value.
 BL2020
 BL2020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2020
 BL2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2020
 BL2020.The ellipsoidal height was determined by GPS observations
 BL2020.and is referenced to NAD 83.
 BL2020
 BL2020.The geoid height was determined by GEOID03.
 BL2020
 BL2020.The dynamic height is computed by dividing the NAVD 88
 BL2020.geopotential number by the normal gravity value computed on the
 BL2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2020.degrees latitude (g = 980.6199 gals.).
 BL2020
 BL2020.The modeled gravity was interpolated from observed gravity values.
 BL2020
 BL2020;                    North         East     Units Scale Factor Converg.
 BL2020;SPC TXSC     - 4,246,901.460   954,054.576   MT  0.99993267   +1 47 54.0
 BL2020;SPC TXSC     -13,933,375.87  3,130,094.05   sFT  0.99993267   +1 47 54.0
 BL2020;UTM  15      - 3,322,285.419   275,341.283   MT  1.00022274   -1 09 55.8
 BL2020
 BL2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2020!SPC TXSC     -   0.99999992  x   0.99993267  =   0.99993259
 BL2020!UTM  15      -   0.99999992  x   1.00022274  =   1.00022266
 BL2020
 BL2020                          SUPERSEDED SURVEY CONTROL
 BL2020
 BL2020  ELLIP H (10/25/00)    0.65   (m)                       GP(       ) 4 1
 BL2020  NAD 83(1993)-  30 00 39.48171(N)    095 19 45.35546(W) AD(       ) 1
 BL2020  ELLIP H (10/17/96)    0.78   (m)                       GP(       ) 3 1
 BL2020  NAD 83(1993)-  30 00 39.48123(N)    095 19 45.35571(W) AD(       ) 1
 BL2020  ELLIP H (02/16/96)    0.86   (m)                       GP(       ) 5 1
 BL2020  NAD 83(1986)-  30 00 39.49526(N)    095 19 45.33690(W) AD(       ) 1
 BL2020  NAVD 88 (06/15/91)   28.252  (m)           92.69   (f) ADJUSTED    1 2
 BL2020  NGVD 29 (12/23/87)   28.250  (m)           92.68   (f) ADJUSTED    1 2
 BL2020
 BL2020.Superseded values are not recommended for survey control.
 BL2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2020.See file dsdata.txt to determine how the superseded data were derived.
 BL2020
 BL2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7534122285(NAD 83)
 BL2020_MARKER: I = METAL ROD
 BL2020_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2020_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2020_STAMPING: HGCSD 6 1986
 BL2020_MARK LOGO: NGS   
 BL2020_PROJECTION: RECESSED 2 CENTIMETERS
 BL2020_MAGNETIC: I = MARKER IS A STEEL ROD
 BL2020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL2020+STABILITY: POSITION/ELEVATION WELL
 BL2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2020+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BL2020_ROD/PIPE-DEPTH: 11.6 meters
 BL2020_SLEEVE-DEPTH  : 6.1 meters
 BL2020
 BL2020  HISTORY     - Date     Condition        Report By
 BL2020  HISTORY     - 1986     MONUMENTED       NGS
 BL2020  HISTORY     - 1987     GOOD             NGS
 BL2020  HISTORY     - 19941123 GOOD             HGCSD
 BL2020  HISTORY     - 19960615 GOOD             USPSQD
 BL2020  HISTORY     - 20040316 GOOD             USPSQD
 BL2020
 BL2020                          STATION DESCRIPTION
 BL2020
 BL2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BL2020'6.2 KM (3.85 MI) WEST FROM HUMBLE.
 BL2020'6.2 KM (3.85 MI) WESTERLY ALONG FARM ROAD 1960 BUSINESS FROM ITS
 BL2020'JUNCTION WITH U.S. HIGHWAY 59 IN HUMBLE, 32.4 M (106.3 FT) WEST OF THE
 BL2020'CENTER OF LAKEVIEW DRIVE, 31.8 M (104.3 FT) NORTH-NORTHEAST OF THE
 BL2020'NORTHWEST CORNER OF THE NORTHVIEW BAPTIST CHURCH, 30.5 M (100.1 FT)
 BL2020'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CHURCH, 24.3 M
 BL2020'(79.7 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE ROAD,
 BL2020'AND 13.4 M (44.0 FT) SOUTH OF BENCH MARK N 1217.  NOTE--ACCESS TO
 BL2020'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2020'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BL2020
 BL2020                          STATION RECOVERY (1987)
 BL2020
 BL2020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL2020'THE STATION IS LOCATED ABOUT 27.4 KM (17.0 MI)
 BL2020'NORTH OF HOUSTON, 14.5 KM (9.0 MI) SOUTH-SOUTHWEST OF PORTER, 9.7
 BL2020'KM (6.0 MI) EAST OF WESTFIELD, 6.4 KM (4.0 MI) WEST OF HUMBLE AND
 BL2020'IN THE LAWN OF THE NORTHVIEW BAPTIST CHURCH.
 BL2020'OWNERSHIP--NORTHVIEW BAPTIST CHURCH, LLOYD ATCHISON, PASTOR,
 BL2020'6620 FM 1960 WEST, HUMBLE TX 77338, PHONE 713-446-3513 OR
 BL2020'(HOME) 713-821-0413.
 BL2020'
 BL2020'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND FM
 BL2020'1960 IN HUMBLE, GO WEST ON FM 1960 FOR 6.3 KM (3.9 MI) TO THE
 BL2020'CHURCH ON THE LEFT AND THE STATION.
 BL2020'
 BL2020'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BL2020'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 BL2020'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 BL2020'LOGO CAP STAMPED---HGCSD 6 1986---, THE ROD IS RECESSED 8 CM BELOW
 BL2020'THE GROUND SURFACE.  LOCATED 77.7 METERS (255.0 FT) EAST OF A
 BL2020'WOODEN FENCE, 32.0 METERS (105.0 FT) WEST OF THE CENTER OF LAKEVIEW
 BL2020'DRIVE, 31.4 METERS (103.0 FT) NORTH OF THE NORTHWEST CORNER OF
 BL2020'CHURCH AND 24.4 METERS (80.0 FT) SOUTH OF THE CENTER OF
 BL2020'EASTBOUND FM 1960.
 BL2020'
 BL2020'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 BL2020'
 BL2020'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 BL2020'
 BL2020'DESCRIBED BY T.F. DAWS.
 BL2020
 BL2020                          STATION RECOVERY (1994)
 BL2020
 BL2020'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 BL2020'RECOVERED AS DESCRIBED.
 BL2020
 BL2020                          STATION RECOVERY (1996)
 BL2020
 BL2020'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2020'RECOVERED IN GOOD CONDITION.
 BL2020
 BL2020                          STATION RECOVERY (2004)
 BL2020
 BL2020'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5578 ***********************************************************************
 AW5578  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5578  DESIGNATION -  HGCSD 60
 AW5578  PID         -  AW5578
 AW5578  STATE/COUNTY-  TX/GALVESTON
 AW5578  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5578
 AW5578                         *CURRENT SURVEY CONTROL
 AW5578  ___________________________________________________________________
 AW5578* NAD 83(1993)-  29 21 31.87930(N)    094 57 00.73930(W)     ADJUSTED  
 AW5578* NAVD 88     -         1.61   (meters)       5.3    (feet)  GPS OBS   
 AW5578  ___________________________________________________________________
 AW5578  X           -    -480,067.516 (meters)                     COMP
 AW5578  Y           -  -5,542,672.937 (meters)                     COMP
 AW5578  Z           -   3,108,616.322 (meters)                     COMP
 AW5578  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW5578  ELLIP HEIGHT-         -25.14  (meters)          (02/14/02) GPS OBS
 AW5578  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW5578  DYNAMIC HT  -           1.61  (meters)       5.3   (feet)  COMP
 AW5578  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 AW5578
 AW5578  HORZ ORDER  -  FIRST
 AW5578  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5578  ELLP ORDER  -  FOURTH    CLASS II
 AW5578
 AW5578.The horizontal coordinates were established by GPS observations
 AW5578.and adjusted by the National Geodetic Survey in December 2001..
 AW5578
 AW5578.The orthometric height was determined by GPS observations and a
 AW5578.high-resolution geoid model using precise GPS observation and
 AW5578.processing techniques. It supersedes the leveled height previously
 AW5578.determined for this station.
 AW5578.The vertical order pertains to the first NAVD 88 superseded value.
 AW5578
 AW5578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5578
 AW5578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5578
 AW5578.The ellipsoidal height was determined by GPS observations
 AW5578.and is referenced to NAD 83.
 AW5578
 AW5578.The geoid height was determined by GEOID03.
 AW5578
 AW5578.The dynamic height is computed by dividing the NAVD 88
 AW5578.geopotential number by the normal gravity value computed on the
 AW5578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5578.degrees latitude (g = 980.6199 gals.).
 AW5578
 AW5578.The modeled gravity was interpolated from observed gravity values.
 AW5578
 AW5578;                    North         East     Units Scale Factor Converg.
 AW5578;SPC TXSC     - 4,175,875.010   993,104.570   MT  0.99986333   +1 59 02.6
 AW5578;SPC TXSC     -13,700,349.93  3,258,210.58   sFT  0.99986333   +1 59 02.6
 AW5578;UTM  15      - 3,249,324.749   310,690.805   MT  1.00004223   -0 57 23.1
 AW5578
 AW5578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5578!SPC TXSC     -   1.00000395  x   0.99986333  =   0.99986728
 AW5578!UTM  15      -   1.00000395  x   1.00004223  =   1.00004618
 AW5578
 AW5578                          SUPERSEDED SURVEY CONTROL
 AW5578
 AW5578  ELLIP H (12/03/01)  -25.11   (m)                       GP(       ) 4 2
 AW5578  ELLIP H (10/25/00)  -25.12   (m)                       GP(       ) 4 1
 AW5578  NAD 83(1993)-  29 21 31.87943(N)    094 57 00.73855(W) AD(       ) 1
 AW5578  ELLIP H (10/17/96)  -25.00   (m)                       GP(       ) 3 1
 AW5578  NAD 83(1993)-  29 21 31.87943(N)    094 57 00.73840(W) AD(       ) 1
 AW5578  ELLIP H (02/16/96)  -25.09   (m)                       GP(       ) 5 1
 AW5578  ELLIP H (01/21/93)  -25.26   (m)                       GP(       ) 4 2
 AW5578  NAD 83(1986)-  29 21 31.89216(N)    094 57 00.71821(W) AD(       ) 1
 AW5578  NAVD 88 (03/24/97)    1.595  (m)            5.23   (f) ADJUSTED    1 2
 AW5578  NAVD 88 (06/15/91)    1.584  (m)            5.20   (f) UNKNOWN     1 2
 AW5578  NGVD 29 (12/23/87)    1.581  (m)            5.19   (f) ADJUSTED    1 2
 AW5578
 AW5578.Superseded values are not recommended for survey control.
 AW5578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5578.See file dsdata.txt to determine how the superseded data were derived.
 AW5578
 AW5578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1069149325(NAD 83)
 AW5578_MARKER: I = METAL ROD
 AW5578_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5578_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5578_STAMPING: HGCSD 60 1986
 AW5578_MARK LOGO: NGS   
 AW5578_PROJECTION: FLUSH
 AW5578_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5578+STABILITY: POSITION/ELEVATION WELL
 AW5578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5578+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW5578_ROD/PIPE-DEPTH: 18.9 meters
 AW5578_SLEEVE-DEPTH  : 6.1 meters
 AW5578
 AW5578  HISTORY     - Date     Condition        Report By
 AW5578  HISTORY     - 1986     MONUMENTED       NGS
 AW5578  HISTORY     - 1987     GOOD             NGS
 AW5578  HISTORY     - 1990     GOOD             USPSQD
 AW5578  HISTORY     - 19910414 GOOD             USPSQD
 AW5578  HISTORY     - 19941208 GOOD             HGCSD
 AW5578  HISTORY     - 19950624 GOOD             USPSQD
 AW5578  HISTORY     - 19961204 GOOD             NGS
 AW5578  HISTORY     - 20040129 GOOD             USPSQD
 AW5578  HISTORY     - 20050607 GOOD             USPSQD
 AW5578
 AW5578                          STATION DESCRIPTION
 AW5578
 AW5578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5578'3.0 KM (1.85 MI) SE FROM LA MARQUE.
 AW5578'3.0 KM (1.85 MI) SOUTHEAST ALONG STATE HIGHWAY 3 FROM ITS JUNCTION
 AW5578'WITH FARM ROAD 1765 IN LA MARQUE, 84.7 M (277.9 FT) NORTHEAST OF THE
 AW5578'CENTERLINE OF THE HIGHWAY, 28.5 M (93.5 FT) EAST OF THE CENTER OF 3RD
 AW5578'AVENUE, 25.7 M (84.3 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AW5578'FREEWAY BAPTIST CHURCH, 14.2 M (46.6 FT) SOUTHWEST OF THE SOUTHWEST
 AW5578'CORNER OF THE CHURCH, 13.0 M (42.7 FT) NORTH OF THE CENTER OF A
 AW5578'DRIVEWAY, AND 3.9 M (12.8 FT) WEST OF A UTILITY POLE WITH A SECURITY
 AW5578'LIGHT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5578
 AW5578                          STATION RECOVERY (1987)
 AW5578
 AW5578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5578'THE STATION IS LOCATED IN LA MARQUE, TEXAS, AT THE FREEWAY BAPTIST
 AW5578'CHURCH NEAR THE JUNCTION OF U.S. HIGHWAY 3 AND FM 519.
 AW5578'OWNERSHIP--FREEWAY BAPTIST CHURCH, LLOYD CHIPTENDEN, PASTOR,
 AW5578'2200 3RD AVENUE, LA MARQUE TX 77568, PHONE 409-938-7500.
 AW5578'
 AW5578'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 45
 AW5578'AND FM 519, ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF DOWNTOWN LA MARQUE,
 AW5578'GO EAST ON FM 519 FOR 2.9 KM (1.8 MI) TO THE FREEWAY BAPTIST CHURCH
 AW5578'AND THE STATION ON THE LEFT IN THE NORTHEAST ANGLE OF THE
 AW5578'INTERSECTION OF U.S. HIGHWAY 3 AND FM 519.
 AW5578'
 AW5578'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5578'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5578'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5578'LOGO CAP STAMPED---HGCSD 60 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5578'THE GROUND SURFACE.  LOCATED 25.7 METERS (84.3 FT) SOUTHWEST OF THE
 AW5578'NORTHWEST CORNER OF THE CHURCH, 19.7 METERS (64.7 FT) WEST OF THE
 AW5578'CENTER OF THE STEPS OF THE SOUTH ENTRANCE TO THE CHURCH, 12.2
 AW5578'METERS (40.0 FT) NORTH OF THE CENTER OF DRIVEWAY AND 4.0 METERS
 AW5578'(13.0 FT) WEST OF A UTILITY POLE ON THE NORTH SIDE OF THE ENTRANCE
 AW5578'DRIVE.
 AW5578'
 AW5578'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5578'
 AW5578'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5578'
 AW5578'DESCRIBED BY V.A. BARNUM.
 AW5578
 AW5578                          STATION RECOVERY (1990)
 AW5578
 AW5578'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW5578'RECOVERED IN GOOD CONDITION.
 AW5578
 AW5578                          STATION RECOVERY (1991)
 AW5578
 AW5578'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW5578'RECOVERED IN GOOD CONDITION.
 AW5578
 AW5578                          STATION RECOVERY (1994)
 AW5578
 AW5578'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5578'RECOVERED AS DESCRIBED.
 AW5578
 AW5578                          STATION RECOVERY (1995)
 AW5578
 AW5578'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5578'RECOVERED IN GOOD CONDITION.
 AW5578
 AW5578                          STATION RECOVERY (1996)
 AW5578
 AW5578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5578'IN LA MARQUE, AT THE INTERSECTION OF MAIN STREET AND 3RD AVENUE, 57.5
 AW5578'M (188.6 FT) NORTH OF THE STREET CENTER, 27.9 M (91.5 FT) EAST OF THE
 AW5578'AVENUE CENTER, 25.8 M (84.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AW5578'THE FREEWAY BAPTIST CHURCH, 18.7 M (61.4 FT) WEST OF THE SOUTHWEST
 AW5578'CORNER OF THE CHURCH ENTRANCE, 12.8 M (42.0 FT) NORTH OF THE CENTER OF
 AW5578'A DRIVEWAY, AND 3.8 M (12.5 FT) WEST OF A UTILITY LIGHT POLE.
 AW5578'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AW5578'MONUMENT IS ON PROPERTY OWNED BY THE FREEWAY BAPTIST CHURCH, 2200 3RD
 AW5578'AVENUE, LA MARQUE, TX 77568.
 AW5578
 AW5578                          STATION RECOVERY (2004)
 AW5578
 AW5578'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5578'RECOVERED IN GOOD CONDITION.
 AW5578
 AW5578                          STATION RECOVERY (2005)
 AW5578
 AW5578'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5578'MARK FOUND AT N29 21 31.9 W094 57 00.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5710 ***********************************************************************
 AW5710  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5710  DESIGNATION -  HGCSD 61
 AW5710  PID         -  AW5710
 AW5710  STATE/COUNTY-  TX/GALVESTON
 AW5710  USGS QUAD   -  SAN LUIS PASS (1974)
 AW5710
 AW5710                         *CURRENT SURVEY CONTROL
 AW5710  ___________________________________________________________________
 AW5710* NAD 83(1993)-  29 05 35.60867(N)    095 06 38.19312(W)     ADJUSTED  
 AW5710* NAVD 88     -         1.71   (meters)       5.6    (feet)  GPS OBS   
 AW5710  ___________________________________________________________________
 AW5710  X           -    -496,863.318 (meters)                     COMP
 AW5710  Y           -  -5,555,625.835 (meters)                     COMP
 AW5710  Z           -   3,082,922.295 (meters)                     COMP
 AW5710  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AW5710  ELLIP HEIGHT-         -24.69  (meters)          (12/03/01) GPS OBS
 AW5710  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AW5710  DYNAMIC HT  -           1.71  (meters)       5.6   (feet)  COMP
 AW5710  MODELED GRAV-     979,245.2   (mgal)                       NAVD 88
 AW5710
 AW5710  HORZ ORDER  -  FIRST
 AW5710  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW5710  ELLP ORDER  -  FOURTH    CLASS II
 AW5710
 AW5710.The horizontal coordinates were established by GPS observations
 AW5710.and adjusted by the National Geodetic Survey in December 2001..
 AW5710
 AW5710.The orthometric height was determined by GPS observations and a
 AW5710.high-resolution geoid model using precise GPS observation and
 AW5710.processing techniques. It supersedes the leveled height previously
 AW5710.determined for this station.
 AW5710.The vertical order pertains to the first NAVD 88 superseded value.
 AW5710
 AW5710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5710
 AW5710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5710
 AW5710.The ellipsoidal height was determined by GPS observations
 AW5710.and is referenced to NAD 83.
 AW5710
 AW5710.The geoid height was determined by GEOID03.
 AW5710
 AW5710.The dynamic height is computed by dividing the NAVD 88
 AW5710.geopotential number by the normal gravity value computed on the
 AW5710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5710.degrees latitude (g = 980.6199 gals.).
 AW5710
 AW5710.The modeled gravity was interpolated from observed gravity values.
 AW5710
 AW5710;                    North         East     Units Scale Factor Converg.
 AW5710;SPC TXSC     - 4,145,924.369   978,519.226   MT  0.99987208   +1 54 19.7
 AW5710;SPC TXSC     -13,602,086.87  3,210,358.49   sFT  0.99987208   +1 54 19.7
 AW5710;UTM  15      - 3,220,154.325   294,586.866   MT  1.00012070   -1 01 35.8
 AW5710
 AW5710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5710!SPC TXSC     -   1.00000388  x   0.99987208  =   0.99987596
 AW5710!UTM  15      -   1.00000388  x   1.00012070  =   1.00012458
 AW5710
 AW5710|---------------------------------------------------------------------|
 AW5710| PID    Reference Object                     Distance      Geod. Az  |
 AW5710|                                                           dddmmss.s |
 AW5710| AW0646 MOTTO                               300.102 METERS 34942     |
 AW5710|---------------------------------------------------------------------|
 AW5710
 AW5710                          SUPERSEDED SURVEY CONTROL
 AW5710
 AW5710  ELLIP H (10/25/00)  -24.70   (m)                       GP(       ) 4 1
 AW5710  NAD 83(1993)-  29 05 35.60911(N)    095 06 38.19248(W) AD(       ) 1
 AW5710  ELLIP H (10/17/96)  -24.58   (m)                       GP(       ) 3 1
 AW5710  NAD 83(1993)-  29 05 35.61007(N)    095 06 38.19135(W) AD(       ) 1
 AW5710  ELLIP H (02/16/96)  -24.66   (m)                       GP(       ) 5 1
 AW5710  ELLIP H (01/21/93)  -24.91   (m)                       GP(       ) 4 2
 AW5710  NAD 83(1986)-  29 05 35.62125(N)    095 06 38.17302(W) AD(       ) 1
 AW5710  NAVD 88 (06/15/91)    1.780  (m)            5.84   (f) ADJUSTED    1 1
 AW5710  NGVD 29 (12/23/87)    1.777  (m)            5.83   (f) ADJUSTED    1 1
 AW5710
 AW5710.Superseded values are not recommended for survey control.
 AW5710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5710.See file dsdata.txt to determine how the superseded data were derived.
 AW5710
 AW5710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9458720154(NAD 83)
 AW5710_MARKER: I = METAL ROD
 AW5710_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5710_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5710_STAMPING: HGCSD 61 1986
 AW5710_MARK LOGO: NGS   
 AW5710_PROJECTION: FLUSH
 AW5710_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5710+STABILITY: POSITION/ELEVATION WELL
 AW5710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5710+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 AW5710_ROD/PIPE-DEPTH: 15.8 meters
 AW5710_SLEEVE-DEPTH  : 6.1 meters
 AW5710
 AW5710  HISTORY     - Date     Condition        Report By
 AW5710  HISTORY     - 1986     MONUMENTED       NGS
 AW5710  HISTORY     - 1987     GOOD             NGS
 AW5710  HISTORY     - 1987     GOOD             USPSQD
 AW5710  HISTORY     - 19910218 GOOD             NGS
 AW5710  HISTORY     - 19930317 GOOD             NOS
 AW5710  HISTORY     - 19941208 GOOD             HGCSD
 AW5710  HISTORY     - 20031209 GOOD             USPSQD
 AW5710  HISTORY     - 20041213 GOOD             USPSQD
 AW5710  HISTORY     - 20051218 GOOD             USPSQD
 AW5710
 AW5710                          STATION DESCRIPTION
 AW5710
 AW5710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5710'17.6 KM (10.95 MI) SW FROM JAMICA BEACH.
 AW5710'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5710'17.6 KM (10.95 MI) SOUTHWEST ALONG FARM ROAD 3005 FROM ITS JUNCTION
 AW5710'WITH BUCCANEER DRIVE IN JAMAICA BEACH, 0.1 KM (0.05 MI) NORTHEAST OF
 AW5710'THE NORTHEAST END OF THE SAN LUIS PASS BRIDGE, 12.3 M (40.4 FT)
 AW5710'NORTHWEST OF THE CENTER OF THE ROAD, 47.2 M (154.9 FT) NORTHEAST OF
 AW5710'THE NORTHEAST END OF A METAL GUARD RAIL LEADING TO THE BRIDGE, AND
 AW5710'7.3 M (24.0 FT) SOUTHEAST OF THE CENTER OF A ROAD LEADING UNDER THE
 AW5710'BRIDGE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5710'THE MARK IS 0.6 METERS  W FROM  A WITNES POST
 AW5710
 AW5710                          STATION RECOVERY (1987)
 AW5710
 AW5710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5710'THE STATION IS LOCATED ABOUT 37.0 KM (23.0 MI)
 AW5710'WEST-SOUTHWEST OF GALVESTON, 29.0 KM (18.0 MI) EAST OF FREEPORT,
 AW5710'17.7 KM (11.0 MI) WEST OF JAMAICA BEACH AND 0.2 KM (0.15 MI)
 AW5710'NORTHEAST OF A TOLL BOOTH.  IT IS AT THE SOUTHWEST END OF GALVESTON
 AW5710'ISLAND NEAR THE NORTHEAST END OF THE SAN LUIS PASS TOLL BRIDGE.
 AW5710'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS,
 AW5710'11TH AND BRAZOS, AUSTIN TX 78701, PHONE 512-465-7337.
 AW5710'
 AW5710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND FM
 AW5710'ROAD 3005, NEAR THE NORTHEAST END OF GALVESTON ISLAND, GO SOUTHWEST
 AW5710'ON FM ROAD 3005 FOR 37.0 KM (23.0 MI) TO THE STATION ON THE RIGHT
 AW5710'JUST BEFORE REACHING A TOLL BOOTH.
 AW5710'
 AW5710'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5710'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5710'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5710'LOGO CAP STAMPED---HGCSD 61 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5710'THE GROUND SURFACE.  LOCATED 12.5 METERS (41.0 FT) NORTHWEST OF THE
 AW5710'CENTER OF FM ROAD 3005, 7.6 METERS (25.0 FT) SOUTHEAST OF CENTER OF
 AW5710'A PAVED ROAD, 6.4 METERS (21.0 FT) NORTHEAST OF THE NORTHEAST END
 AW5710'OF A ROCK REINFORCED BANK, 0.5 METERS (1.7 FT) NORTH-NORTHEAST OF A
 AW5710'CARSONITE WITNESS POST AND ABOUT 1.0 METER (3.2 FT) LOWER THAN FM
 AW5710'ROAD 3005.
 AW5710'
 AW5710'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5710'
 AW5710'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5710'
 AW5710'DESCRIBED BY D.A. BOWLING.
 AW5710
 AW5710                          STATION RECOVERY (1987)
 AW5710
 AW5710'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW5710'RECOVERED IN GOOD CONDITION.
 AW5710
 AW5710                          STATION RECOVERY (1991)
 AW5710
 AW5710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AW5710'THE STATION IS LOCATED ABOUT 37.0 KM (23.0 MI) WEST-SOUTHWEST OF
 AW5710'GALVESTON, 29.0 KM (18.0 MI) EAST OF FREEPORT, 17.4 KM (10.8 MI) WEST
 AW5710'OF JAMAICA BEACH, 0.24 KM (0.15 MI) NORTHEAST OF THE TOLL BOOTH OF
 AW5710'THE SAN LUIS PASS TOLL BRIDGE AND BETWEEN COUNTY ROAD 3005 AND THE
 AW5710'SERVICE ROAD LEADING SOUTHWEST UNDER THE BRIDGE. OWNERSHIP--TEXAS
 AW5710'DEPARTMENT OF TRANSPORTATION, 11TH STREET, AUSTIN, TX 78701. PHONE
 AW5710'512-465-7337.
 AW5710'TO REACH THE STATION FROM CITY HALL/FIRE DEPARTMENT IN JAMAICA BEACH,
 AW5710'LOCATED ON THE NORTHWEST SIDE OF COUNTY ROAD 3005, GO SOUTHWEST ON
 AW5710'COUNTY ROAD 3005 FOR 17.4 KM (10.8 MI) TO THE FORKED JUNCTION OF THE
 AW5710'SERVICE ROAD LEADING UNDER THE SAN LUIS PASS TOLL BRIDGE.  BEAR RIGHT
 AW5710'SOUTHWEST ON THE SERVICE ROAD FOR O.08 KM TO THE STATION ON THE LEFT.
 AW5710'THE STATION IS FLUSH WITH THE GROUND LOCATED  40.2 M (131.9 FT)
 AW5710'NORTH-NORTHEAST OF THE NORTHEAST END OF THE NORTHWEST METAL GUARD RAIL
 AW5710'OF THE BRIDGE, 20.2 M (66.3 FT) WEST-SOUTHWEST OF THE METAL LEG OF A
 AW5710'SIGN (WIDE LOAD LIMIT 10-FOOT, NEW TOLL SCHEDULE ALL VEHICLE TRAFFIC
 AW5710'1.00), 12.2 M (40.0 FT) NORTHWEST OF COUNTY ROAD 3005, 7.3 M
 AW5710'(24.0 FT) SOUTHEAST OF THE CENTER OF THE SERVICE ROAD AND 0.65 M
 AW5710'(2.13 FT) NORTH OF A FIBERGLASS WITNESS POST.
 AW5710
 AW5710                          STATION RECOVERY (1993)
 AW5710
 AW5710'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 AW5710'RECOVERED IN GOOD CONDITION.
 AW5710
 AW5710                          STATION RECOVERY (1994)
 AW5710
 AW5710'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5710'RECOVERED AS DESCRIBED.
 AW5710
 AW5710                          STATION RECOVERY (2003)
 AW5710
 AW5710'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5710'RECOVERED IN GOOD CONDITION.
 AW5710
 AW5710                          STATION RECOVERY (2004)
 AW5710
 AW5710'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5710'RECOVERED IN GOOD CONDITION.
 AW5710
 AW5710                          STATION RECOVERY (2005)
 AW5710
 AW5710'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW5710'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5708 ***********************************************************************
 AW5708  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5708  DESIGNATION -  HGCSD 62
 AW5708  PID         -  AW5708
 AW5708  STATE/COUNTY-  TX/GALVESTON
 AW5708  USGS QUAD   -  LAKE COMO (1994)
 AW5708
 AW5708                         *CURRENT SURVEY CONTROL
 AW5708  ___________________________________________________________________
 AW5708* NAD 83(1993)-  29 12 29.35304(N)    094 56 15.38229(W)     ADJUSTED  
 AW5708* NAVD 88     -         1.91   (meters)       6.3    (feet)  GPS OBS   
 AW5708  ___________________________________________________________________
 AW5708  X           -    -479,551.956 (meters)                     COMP
 AW5708  Y           -  -5,550,918.860 (meters)                     COMP
 AW5708  Z           -   3,094,047.381 (meters)                     COMP
 AW5708  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AW5708  ELLIP HEIGHT-         -24.60  (meters)          (02/14/02) GPS OBS
 AW5708  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW5708  DYNAMIC HT  -           1.91  (meters)       6.3   (feet)  COMP
 AW5708  MODELED GRAV-     979,253.2   (mgal)                       NAVD 88
 AW5708
 AW5708  HORZ ORDER  -  FIRST
 AW5708  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW5708  ELLP ORDER  -  FOURTH    CLASS II
 AW5708
 AW5708.The horizontal coordinates were established by GPS observations
 AW5708.and adjusted by the National Geodetic Survey in December 2001..
 AW5708
 AW5708.The orthometric height was determined by GPS observations and a
 AW5708.high-resolution geoid model using precise GPS observation and
 AW5708.processing techniques. It supersedes the leveled height previously
 AW5708.determined for this station.
 AW5708.The vertical order pertains to the first NAVD 88 superseded value.
 AW5708
 AW5708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5708
 AW5708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5708
 AW5708.The ellipsoidal height was determined by GPS observations
 AW5708.and is referenced to NAD 83.
 AW5708
 AW5708.The geoid height was determined by GEOID03.
 AW5708
 AW5708.The dynamic height is computed by dividing the NAVD 88
 AW5708.geopotential number by the normal gravity value computed on the
 AW5708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5708.degrees latitude (g = 980.6199 gals.).
 AW5708
 AW5708.The modeled gravity was interpolated from observed gravity values.
 AW5708
 AW5708;                    North         East     Units Scale Factor Converg.
 AW5708;SPC TXSC     - 4,159,225.924   994,907.079   MT  0.99986567   +1 59 24.8
 AW5708;SPC TXSC     -13,645,727.05  3,264,124.31   sFT  0.99986567   +1 59 24.8
 AW5708;UTM  15      - 3,232,602.209   311,637.688   MT  1.00003783   -0 56 44.9
 AW5708
 AW5708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5708!SPC TXSC     -   1.00000386  x   0.99986567  =   0.99986953
 AW5708!UTM  15      -   1.00000386  x   1.00003783  =   1.00004169
 AW5708
 AW5708|---------------------------------------------------------------------|
 AW5708| PID    Reference Object                     Distance      Geod. Az  |
 AW5708|                                                           dddmmss.s |
 AW5708| AB7504 GALVESTON TEMP BENCH MARK           255.449 METERS 33822     |
 AW5708|---------------------------------------------------------------------|
 AW5708
 AW5708                          SUPERSEDED SURVEY CONTROL
 AW5708
 AW5708  ELLIP H (12/03/01)  -24.58   (m)                       GP(       ) 4 2
 AW5708  ELLIP H (10/25/00)  -24.59   (m)                       GP(       ) 4 1
 AW5708  NAD 83(1993)-  29 12 29.35310(N)    094 56 15.38172(W) AD(       ) 1
 AW5708  ELLIP H (10/17/96)  -24.47   (m)                       GP(       ) 3 1
 AW5708  NAD 83(1993)-  29 12 29.35361(N)    094 56 15.38023(W) AD(       ) 1
 AW5708  ELLIP H (02/16/96)  -24.52   (m)                       GP(       ) 5 1
 AW5708  ELLIP H (01/21/93)  -24.68   (m)                       GP(       ) 4 2
 AW5708  NAD 83(1986)-  29 12 29.36580(N)    094 56 15.36123(W) AD(       ) 1
 AW5708  NAVD 88 (06/15/91)    1.978  (m)            6.49   (f) ADJUSTED    1 1
 AW5708  NGVD 29 (12/23/87)    1.974  (m)            6.48   (f) ADJUSTED    1 1
 AW5708
 AW5708.Superseded values are not recommended for survey control.
 AW5708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5708.See file dsdata.txt to determine how the superseded data were derived.
 AW5708
 AW5708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1163832602(NAD 83)
 AW5708_MARKER: I = METAL ROD
 AW5708_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5708_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5708_STAMPING: HGCSD 62 1986
 AW5708_MARK LOGO: NGS   
 AW5708_PROJECTION: FLUSH
 AW5708_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5708+STABILITY: POSITION/ELEVATION WELL
 AW5708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5708+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW5708_ROD/PIPE-DEPTH: 14.3 meters
 AW5708_SLEEVE-DEPTH  : 6.1 meters
 AW5708
 AW5708  HISTORY     - Date     Condition        Report By
 AW5708  HISTORY     - 1986     MONUMENTED       NGS
 AW5708  HISTORY     - 1987     GOOD             NGS
 AW5708  HISTORY     - 1987     GOOD             USPSQD
 AW5708  HISTORY     - 1988     GOOD             USPSQD
 AW5708  HISTORY     - 19910621 GOOD             WIMPOL
 AW5708  HISTORY     - 19941208 GOOD             HGCSD
 AW5708  HISTORY     - 20020720 GOOD             USPSQD
 AW5708  HISTORY     - 20031121 GOOD             USPSQD
 AW5708  HISTORY     - 20041122 GOOD             USPSQD
 AW5708  HISTORY     - 20051215 GOOD             USPSQD
 AW5708
 AW5708                          STATION DESCRIPTION
 AW5708
 AW5708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5708'19.4 KM (12.05 MI) SW FROM GALVESTON.
 AW5708'9.9 KM (6.15 MI) SOUTHWEST ALONG SEAWALL BOULEVARD FROM MOODY CENTER
 AW5708'IN GALVESTON, THENCE 8.3 KM (5.15 MI) SOUTHWEST ALONG FARM MARKET ROAD
 AW5708'3005, OR 4.5 KM (2.8 MI) NORTHEAST ALONG FARM MARKET ROAD 3005 FROM
 AW5708'ITS JUNCTION WITH BUCCANEER DRIVE IN JAMAICA BEACH, 61.O M (200.1 FT)
 AW5708'SOUTHWEST OF THE CENTERLINE OF THE DRIVE, 15.9 M (52.2 FT)
 AW5708'NORTH-NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 AW5708'ROAD, 14.4 M (47.2 FT) SOUTHEAST OF THE SOUTHEAST FACE OF A RETAINING
 AW5708'WALL FOR A SMALL PARKING LOT, 9.1 M (29.9 FT) SOUTHWEST OF THE CENTER
 AW5708'OF THE NORTHEAST ENTRANCE TO THE MRC REALTY OFFICE, AND 3.7 M
 AW5708'(12.1 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION
 AW5708'OF A US MAIL PICKUP BOX.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5708'5-INCH LOGO CAP.
 AW5708'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AW5708
 AW5708                          STATION RECOVERY (1987)
 AW5708
 AW5708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5708'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI)
 AW5708'SOUTH-SOUTHWEST OF DOWNTOWN GALVESTON, 8.9 KM (5.5 MI)
 AW5708'NORTH-NORTHEAST OF JAMAICA BEACH AND IN ABOUT THE CENTER OF
 AW5708'GALVESTON ISLAND.
 AW5708'OWNERSHIP--MITCHELL DEVELOPMENT CORPORATION, DAVE SRADER, GENERAL
 AW5708'MANAGER, ROUTE 1, BOX 149B, GALVESTON TX 77551, PHONE
 AW5708'409-737-3706.
 AW5708'
 AW5708'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 45
 AW5708'AND 61ST STREET IN GALVESTON, GO SOUTH ON 61ST STREET FOR 2.9 KM
 AW5708'(1.8 MI) TO SEAWALL BOULEVARD.  TURN RIGHT AND GO SOUTHWEST FOR 13.5
 AW5708'KM (8.4 MI) TO THE STATION ON THE RIGHT IN FRONT OF THE PIRATES
 AW5708'BEACH SHOPPING CENTER.
 AW5708'
 AW5708'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5708'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5708'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5708'LOGO CAP STAMPED---HGCSD 62 1986---, THE ROD IS RECESSED 6 CM BELOW
 AW5708'THE GROUND SURFACE.  LOCATED 16.0 METERS (52.5 FT) NORTHWEST OF THE
 AW5708'CENTERLINE OF THE SOUTHWEST BOUND LANE OF FM 3005, 8.8 METERS (29.0
 AW5708'FT) SOUTHWEST OF THE CENTER OF THE NORTHEAST ENTRANCE TO SHOPPING
 AW5708'CENTER, 5.0 METERS (16.3 FT) NORTH OF THE V IN A CULVERT, 3.7
 AW5708'METERS (12.1 FT) SOUTHWEST OF THE CEMENT BASE FOR A MAILBOX AND 1.0
 AW5708'METER (3.4 FT) SOUTHEAST OF A CURB.
 AW5708'
 AW5708'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5708'
 AW5708'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5708'
 AW5708'DESCRIBED BY V.A. BARNUM.
 AW5708
 AW5708                          STATION RECOVERY (1987)
 AW5708
 AW5708'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW5708'RECOVERED IN GOOD CONDITION.
 AW5708
 AW5708                          STATION RECOVERY (1988)
 AW5708
 AW5708'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW5708'RECOVERED IN GOOD CONDITION.
 AW5708
 AW5708                          STATION RECOVERY (1991)
 AW5708
 AW5708'RECOVERY NOTE BY WIMPOL INCORPORATED 1991
 AW5708'RECOVERED IN GOOD CONDITION.
 AW5708
 AW5708                          STATION RECOVERY (1994)
 AW5708
 AW5708'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5708'RECOVERED AS DESCRIBED.
 AW5708
 AW5708                          STATION RECOVERY (2002)
 AW5708
 AW5708'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW5708'RECOVERED IN GOOD CONDITION.
 AW5708
 AW5708                          STATION RECOVERY (2003)
 AW5708
 AW5708'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW5708'RECOVERED IN GOOD CONDITION.
 AW5708
 AW5708                          STATION RECOVERY (2004)
 AW5708
 AW5708'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5708'RECOVERED IN GOOD CONDITION.
 AW5708
 AW5708                          STATION RECOVERY (2005)
 AW5708
 AW5708'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW5708'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5707 ***********************************************************************
 AW5707  DESIGNATION -  HGCSD 63
 AW5707  PID         -  AW5707
 AW5707  STATE/COUNTY-  TX/GALVESTON
 AW5707  USGS QUAD   -  GALVESTON (1994)
 AW5707
 AW5707                         *CURRENT SURVEY CONTROL
 AW5707  ___________________________________________________________________
 AW5707* NAD 83(1993)-  29 20 02.91263(N)    094 45 07.68562(W)     ADJUSTED  
 AW5707* NAVD 88     -         0.709  (meters)       2.33   (feet)  ADJUSTED  
 AW5707  ___________________________________________________________________
 AW5707  X           -    -461,014.928 (meters)                     COMP
 AW5707  Y           -  -5,545,636.584 (meters)                     COMP
 AW5707  Z           -   3,106,228.257 (meters)                     COMP
 AW5707  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AW5707  ELLIP HEIGHT-         -25.90  (meters)          (02/14/02) GPS OBS
 AW5707  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW5707  DYNAMIC HT  -           0.708 (meters)       2.32  (feet)  COMP
 AW5707  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 AW5707
 AW5707  HORZ ORDER  -  FIRST
 AW5707  VERT ORDER  -  FIRST     CLASS II
 AW5707  ELLP ORDER  -  FOURTH    CLASS II
 AW5707
 AW5707.This is a reference station for the GALVESTON 1
 AW5707.National Continuously Operating Reference Station (GAL1).
 AW5707
 AW5707.The horizontal coordinates were established by GPS observations
 AW5707.and adjusted by the National Geodetic Survey in December 2001..
 AW5707
 AW5707.The orthometric height was determined by differential leveling
 AW5707.and adjusted by the National Geodetic Survey in March 1997..
 AW5707
 AW5707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5707
 AW5707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5707
 AW5707.The ellipsoidal height was determined by GPS observations
 AW5707.and is referenced to NAD 83.
 AW5707
 AW5707.The geoid height was determined by GEOID03.
 AW5707
 AW5707.The dynamic height is computed by dividing the NAVD 88
 AW5707.geopotential number by the normal gravity value computed on the
 AW5707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5707.degrees latitude (g = 980.6199 gals.).
 AW5707
 AW5707.The modeled gravity was interpolated from observed gravity values.
 AW5707
 AW5707;                    North         East     Units Scale Factor Converg.
 AW5707;SPC TXSC     - 4,173,820.013 1,012,422.030   MT  0.99986324   +2 04 51.9
 AW5707;SPC TXSC     -13,693,607.83  3,321,587.94   sFT  0.99986324   +2 04 51.9
 AW5707;UTM  15      - 3,246,281.229   329,880.038   MT  0.99995712   -0 51 30.9
 AW5707
 AW5707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5707!SPC TXSC     -   1.00000407  x   0.99986324  =   0.99986731
 AW5707!UTM  15      -   1.00000407  x   0.99995712  =   0.99996119
 AW5707
 AW5707                          SUPERSEDED SURVEY CONTROL
 AW5707
 AW5707  ELLIP H (12/03/01)  -25.88   (m)                       GP(       ) 4 2
 AW5707  ELLIP H (10/23/00)  -25.87   (m)                       GP(       ) 4 2
 AW5707  NAD 83(1993)-  29 20 02.91267(N)    094 45 07.68486(W) AD(       ) B
 AW5707  ELLIP H (05/09/94)  -25.75   (m)                       GP(       ) 4 2
 AW5707  ELLIP H (01/21/93)  -25.95   (m)                       GP(       ) 4 2
 AW5707  NAD 83(1986)-  29 20 02.92537(N)    094 45 07.66460(W) AD(       ) 1
 AW5707  NAVD 88 (06/15/91)    0.733  (m)            2.40   (f) UNKNOWN     1 1
 AW5707  NGVD 29 (12/23/87)    0.730  (m)            2.40   (f) ADJUSTED    1 1
 AW5707
 AW5707.Superseded values are not recommended for survey control.
 AW5707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5707.See file dsdata.txt to determine how the superseded data were derived.
 AW5707
 AW5707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2988046281(NAD 83)
 AW5707_MARKER: I = METAL ROD
 AW5707_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5707_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5707_STAMPING: HGCSD 63 1986
 AW5707_MARK LOGO: NGS   
 AW5707_PROJECTION: RECESSED 8 CENTIMETERS
 AW5707_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5707+STABILITY: POSITION/ELEVATION WELL
 AW5707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5707+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW5707_ROD/PIPE-DEPTH: 24.4 meters
 AW5707_SLEEVE-DEPTH  : 6.1 meters
 AW5707
 AW5707  HISTORY     - Date     Condition        Report By
 AW5707  HISTORY     - 1986     MONUMENTED       NGS
 AW5707  HISTORY     - 1987     GOOD             NGS
 AW5707  HISTORY     - 1990     GOOD             USPSQD
 AW5707  HISTORY     - 19910218 GOOD             NGS
 AW5707  HISTORY     - 19910218 GOOD             NGS
 AW5707  HISTORY     - 19910621 GOOD             WIMPOL
 AW5707  HISTORY     - 19930309 GOOD             NGS
 AW5707  HISTORY     - 19930319 GOOD             NOS
 AW5707  HISTORY     - 19941208 GOOD             HGCSD
 AW5707  HISTORY     - 19951006 GOOD             CHANCE
 AW5707  HISTORY     - 19960326 GOOD             NGS
 AW5707  HISTORY     - 19960327 GOOD             NGS
 AW5707  HISTORY     - 19961205 GOOD             NGS
 AW5707  HISTORY     - 20030615 GOOD             USE
 AW5707  HISTORY     - 20041210 GOOD             USPSQD
 AW5707  HISTORY     - 20051214 GOOD             USPSQD
 AW5707
 AW5707                          STATION DESCRIPTION
 AW5707
 AW5707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5707'6.1 KM (3.8 MI) NE FROM GALVESTON.
 AW5707'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5707'6.0 KM (3.75 MI) NORTHEAST ALONG SEAWALL BOULEVARD FROM MOODY CENTER
 AW5707'IN GALVESTON, THENCE 0.1 KM (0.05 MI) EAST-NORTHEAST ALONG AN ASPHALT
 AW5707'ROAD LEADING TO THE BEACH AND THE SOUTH JETTY, 18.1 M (59.4 FT)
 AW5707'SOUTHWEST OF THE CENTER OF THE ROAD, 17.1 M (56.1 FT) SOUTH OF UTILITY
 AW5707'POLE 2764 WITH A STREET LAMP, 0.5 M (1.6 FT) NORTHEAST OF A 2ND
 AW5707'WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5707'LOGO CAP.
 AW5707'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 AW5707
 AW5707                          STATION RECOVERY (1987)
 AW5707
 AW5707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5707'THE STATION IS LOCATED
 AW5707'IN
 AW5707'THE CITY OF GALVESTON ON HIGHWAY RIGHT-OF-WAY.
 AW5707'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN TX
 AW5707'78701, PHONE 512-465-7337.
 AW5707'
 AW5707'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 75,
 AW5707'WHICH IS A CONTINUATION OF INTERSTATE HIGHWAY 45, AND SEAWALL
 AW5707'BOULEVARD IN GALVESTON, GO NORTHEAST ON SEAWALL BOULEVARD FOR 3.9
 AW5707'KM (2.4 MI) TO A SIDE ROAD RIGHT LEADING INTO R.A. APFFEL PARK.
 AW5707'TURN RIGHT FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT IN A
 AW5707'GRASSY AREA.
 AW5707'
 AW5707'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5707'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5707'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5707'LOGO CAP STAMPED---HGCSD 63 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5707'THE GROUND.  LOCATED 17.7 METERS (58.2 FT) SOUTHWEST OF A UTILITY
 AW5707'POLE, 16.8 METERS (16.8 FT) EAST OF A UTILITY POLE, 14.7 METERS
 AW5707'(48.3 FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT, 0.4 METER (1.4 FT)
 AW5707'NORTH OF A CARSONITE WITNESS POST AND 0.4 KM (1.2 FT) SOUTH OF A
 AW5707'CARSONITE WITNESS POST.
 AW5707'
 AW5707'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5707'
 AW5707'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5707'
 AW5707'DESCRIBED BY V.A. BARNUM.
 AW5707
 AW5707                          STATION RECOVERY (1990)
 AW5707
 AW5707'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW5707'RECOVERED IN GOOD CONDITION.
 AW5707
 AW5707                          STATION RECOVERY (1991)
 AW5707
 AW5707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AW5707'THE STATION IS LOCATED IN GALEVESTON, NEAR THE NORTHEAST END OF
 AW5707'SEAWALL BOULEVARD AND ON THE SOUTH SIDE OF THE ENTRANCE ROAD OF THE
 AW5707'R. A. APFFEL PARK.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION,
 AW5707'11TH STREET, AUSTIN, TX 78701.  PHONE 512-465-7337.
 AW5707'TO REACH THE STATION FROM THE JUNCTION OF BROADWAY (COUNTY ROAD 87),
 AW5707'6TH STREET (UNIVERSITY BOULEVARD) AND SEAWALL BOULEVARD IN THE
 AW5707'SOUTHEAST SECTION OF GALVESTON, GO NORTHEAST ON SEAWALL BOULEVARD FOR
 AW5707'3.86 KM (2.40 MI) TO THE ENTRANCE ROAD OF THE A.R. APFFEL PARK ON THE
 AW5707'RIGHT.  TURN RIGHT, EAST, ON THE ENTRANCE ROAD FOR ABOUT 0.08 KM
 AW5707'(0.05 MI) TO THE STATION ON THE RIGHT.
 AW5707'THE STATION IS LOCATED 17.7 M (58.1 FT) SOUTHWEST OF A POWER POLE,
 AW5707'16.8 M (55.1 FT) EAST OF A POWER POLE, 14.7 M (48.2 FT) SOUTH OF THE
 AW5707'SOUTH EDGE OF THE ENTRANCE ROAD, 0.4 M (1.3 FT) SOUTH OF A FIBERGLASS
 AW5707'WITNESS POST AND 0.4 M (1.3 FT) NORTH OF A FIBERGLASS WITNESS POST.
 AW5707
 AW5707                          STATION RECOVERY (1991)
 AW5707
 AW5707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (LDA)
 AW5707'THE STATION IS LOCATED IN GALEVESTON, NEAR THE NORTHEAST END OF
 AW5707'SEAWALL BOULEVARD AND ON THE SOUTH SIDE OF THE ENTRANCE ROAD OF THE R.
 AW5707'A.  APFFEL PARK.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION, 11TH
 AW5707'STREET, AUSTIN, TX 78701.  PHONE 512-465-7337.  TO REACH THE STATION
 AW5707'FROM THE JUNCTION OF BROADWAY (COUNTY ROAD 87) , 6TH STREET
 AW5707'(UNIVERSITY BOULEVARD) AND SEAWALL BOULEVARD IN THE SOUTHEAST SECTION
 AW5707'OF GALVESTON, GO NORTHEAST ON SEAWALL BOULEVARD FOR 3.86 KM (2.40 MI)
 AW5707'TO THE ENTRANCE ROAD OF THE A.R.  APFFEL PARK ON THE RIGHT.  TURN
 AW5707'RIGHT, EAST, ON THE ENTRANCE ROAD FOR ABOUT 0.08 KM (0.05 MI) TO THE
 AW5707'STATION ON THE RIGHT.  THE STATION IS LOCATED 17.7 M (58.1 FT)
 AW5707'SOUTHWEST OF A POWER POLE, 16.8 M (55.1 FT) EAST OF A POWER POLE, 14.7
 AW5707'M (48.2 FT) SOUTH OF THE SOUTH EDGE OF THE ENTRANCE ROAD, 0.4 M (1.3
 AW5707'FT) SOUTH OF A FIBERGLASS WITNESS POST AND 0.4 M (1.3 FT) NORTH OF A
 AW5707'FIBERGLASS WITNESS POST.
 AW5707
 AW5707                          STATION RECOVERY (1991)
 AW5707
 AW5707'RECOVERY NOTE BY WIMPOL INCORPORATED 1991
 AW5707'RECOVERED IN GOOD CONDITION.
 AW5707
 AW5707                          STATION RECOVERY (1993)
 AW5707
 AW5707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW5707'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF THE CITY OF GALVESTON
 AW5707'IN A FLAT GRASSY AREA THAT IS NEAR THE ENTRANCE OF R.A. APFFEL PARK
 AW5707'AND IN THE RIGHT-OF-WAY.  OWNERSHIP--TEXAS DEPARTMENT OF
 AW5707'TRANSPORTATION, 125 EAST 11TH STREET, AUSTIN, TX 78701. PHONE
 AW5707'512-465-7337.
 AW5707'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 87, WHICH IS A
 AW5707'CONTINUATION OF INTERSTATE HIGHWAY 45, AND 6TH STREET ON THE
 AW5707'NORTHEAST SIDE OF GALVESTON, GO EAST ON HIGHWAY 87 FOR 0.05 KM
 AW5707'(0.05 MI) TO A REVERSE Y-JUNCTION ON THE RIGHT WITH SEAWALL
 AW5707'BOULEVARD.  BEAR LEFT, NORTHEAST, ON HIGHWAY 87 (SEAWALL BOULEVARD)
 AW5707'FOR 0.5 KM (0.30 MI) TO FERRY ROAD ON THE LEFT (AT THIS POINT HIGHWAY
 AW5707'87 FOLLOWS FERRY ROAD). CONTINUE AHEAD, NORTHEAST, ON SEAWALL
 AW5707'BOULEVARD FOR 3.2 KM (2.00 MI) TO A PAVED Y-ROAD ON THE RIGHT ABOUT
 AW5707'100 M (328.1 FT) BEFORE SEAWALL BOULEVARD DEAD-ENDS.  TURN RIGHT,
 AW5707'EAST, ON THE PAVED ROAD FOR 0.07 KM (0.05 MI) TO THE STATION ON THE
 AW5707'RIGHT.
 AW5707'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 AW5707'2.5 CM GREASE FILLED SLEEVE 6.1 METERS (20.0 FT) LONG ENCASED IN A
 AW5707'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH
 AW5707'WITH THE GROUND. IT IS 18.2 M (59.7 FT) SOUTH FROM THE CENTER OF THE
 AW5707'PAVED ROAD, 17.6 M (57.7 FT) SOUTHWEST FROM A LONE POWER POLE, 16.9 M
 AW5707'(55.4 FT) EAST FROM POWER POLE NUMBER E77D 30 T WITH A STREET LIGHT,
 AW5707'6.5 M (21.3 FT) NORTH FROM THE EDGE OF TALL GRASS, AND 1.0 M
 AW5707'(3.3 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST.
 AW5707
 AW5707                          STATION RECOVERY (1993)
 AW5707
 AW5707'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 AW5707'RECOVERED IN GOOD CONDITION.
 AW5707
 AW5707                          STATION RECOVERY (1994)
 AW5707
 AW5707'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5707'RECOVERED AS DESCRIBED.
 AW5707
 AW5707                          STATION RECOVERY (1995)
 AW5707
 AW5707'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW5707'RECOVERED AS DESCRIBED.
 AW5707
 AW5707                          STATION RECOVERY (1996)
 AW5707
 AW5707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RWD)
 AW5707'RECOVERED AS DESCRIBED.
 AW5707
 AW5707                          STATION RECOVERY (1996)
 AW5707
 AW5707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RWD)
 AW5707'RECOVERED AS DESCRIBED.
 AW5707
 AW5707                          STATION RECOVERY (1996)
 AW5707
 AW5707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5707'3.8 KM (2.35 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW5707'JUNCTION OF BROADWAY AVENUE IN GALVESTON, 63.0 M (206.7 FT) SOUTHEAST
 AW5707'OF THE BOULEVARD CENTER, 18.1 M (59.4 FT) SOUTHWEST OF THE CENTER OF
 AW5707'BODECKER ROAD, 16.8 M (55.1 FT) EAST OF UTILITY LIGHT POLE NUMBER
 AW5707'317938, 0.9 M (3.0 FT) SOUTH OF A WITNESS POST, 0.9 M (3.0 FT) NORTH
 AW5707'OF A WITNESS POST, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE ROAD.
 AW5707'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AW5707
 AW5707                          STATION RECOVERY (2003)
 AW5707
 AW5707'RECOVERY NOTE BY US ENGINEERS 2003 (DWJ)
 AW5707'RECOVERED AS DESCRIBED
 AW5707
 AW5707                          STATION RECOVERY (2004)
 AW5707
 AW5707'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5707'RECOVERED IN GOOD CONDITION.
 AW5707
 AW5707                          STATION RECOVERY (2005)
 AW5707
 AW5707'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW5707'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6988 ***********************************************************************
 AW6988  HT_MOD      -  This is a Height Modernization Survey Station.
 AW6988  DESIGNATION -  HGCSD 64
 AW6988  PID         -  AW6988
 AW6988  STATE/COUNTY-  TX/GALVESTON
 AW6988  USGS QUAD   -  CAPLEN (1994)
 AW6988
 AW6988                         *CURRENT SURVEY CONTROL
 AW6988  ___________________________________________________________________
 AW6988* NAD 83(1993)-  29 28 10.73389(N)    094 36 17.36460(W)     ADJUSTED  
 AW6988* NAVD 88     -         1.54   (meters)       5.1    (feet)  GPS OBS   
 AW6988  ___________________________________________________________________
 AW6988  X           -    -446,163.272 (meters)                     COMP
 AW6988  Y           -  -5,539,454.241 (meters)                     COMP
 AW6988  Z           -   3,119,313.736 (meters)                     COMP
 AW6988  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW6988  ELLIP HEIGHT-         -25.25  (meters)          (02/14/02) GPS OBS
 AW6988  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW6988
 AW6988  HORZ ORDER  -  FIRST
 AW6988  ELLP ORDER  -  FOURTH    CLASS II
 AW6988
 AW6988.The horizontal coordinates were established by GPS observations
 AW6988.and adjusted by the National Geodetic Survey in December 2001..
 AW6988
 AW6988.The orthometric height was determined by GPS observations and a
 AW6988.high-resolution geoid model using precise GPS observation and
 AW6988.processing techniques.
 AW6988
 AW6988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW6988
 AW6988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6988
 AW6988.The ellipsoidal height was determined by GPS observations
 AW6988.and is referenced to NAD 83.
 AW6988
 AW6988.The geoid height was determined by GEOID03.
 AW6988
 AW6988;                    North         East     Units Scale Factor Converg.
 AW6988;SPC TXSC     - 4,189,355.661 1,026,153.507   MT  0.99986600   +2 09 11.7
 AW6988;SPC TXSC     -13,744,577.70  3,366,638.63   sFT  0.99986600   +2 09 11.7
 AW6988;UTM  15      - 3,261,092.738   344,391.534   MT  0.99989878   -0 47 22.8
 AW6988
 AW6988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6988!SPC TXSC     -   1.00000397  x   0.99986600  =   0.99986997
 AW6988!UTM  15      -   1.00000397  x   0.99989878  =   0.99990275
 AW6988
 AW6988                          SUPERSEDED SURVEY CONTROL
 AW6988
 AW6988  ELLIP H (12/03/01)  -25.23   (m)                       GP(       ) 4 2
 AW6988  NAD 83(1993)-  29 28 10.73461(N)    094 36 17.36304(W) AD(       ) 1
 AW6988  ELLIP H (02/16/96)  -25.14   (m)                       GP(       ) 5 1
 AW6988  ELLIP H (01/21/93)  -25.32   (m)                       GP(       ) 4 2
 AW6988  NAD 83(1986)-  29 28 10.74742(N)    094 36 17.34407(W) AD(       ) 1
 AW6988  NGVD 29 (07/12/88)    1.5    (m)            5.     (f) GPS OBS        
 AW6988
 AW6988.Superseded values are not recommended for survey control.
 AW6988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6988.See file dsdata.txt to determine how the superseded data were derived.
 AW6988
 AW6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN4439261093(NAD 83)
 AW6988_MARKER: I = METAL ROD
 AW6988_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW6988_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW6988_STAMPING: HGCSD 64 1986
 AW6988_MARK LOGO: NGS   
 AW6988_MAGNETIC: I = MARKER IS A STEEL ROD
 AW6988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW6988+STABILITY: POSITION/ELEVATION WELL
 AW6988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6988+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW6988
 AW6988  HISTORY     - Date     Condition        Report By
 AW6988  HISTORY     - 1987     MONUMENTED       NGS
 AW6988  HISTORY     - 1987     GOOD             NGS
 AW6988  HISTORY     - 19880408 GOOD             NGS
 AW6988  HISTORY     - 19910621 GOOD             WIMPOL
 AW6988  HISTORY     - 19930204 GOOD             NOS
 AW6988  HISTORY     - 19990902 GOOD             USPSQD
 AW6988  HISTORY     - 20010514 GOOD             USPSQD
 AW6988  HISTORY     - 20020723 GOOD             USPSQD
 AW6988  HISTORY     - 20041023 GOOD             USPSQD
 AW6988
 AW6988                          STATION DESCRIPTION
 AW6988
 AW6988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW6988'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI)
 AW6988'SOUTHWEST OF GILCHRIST, 3.7 KM (2.3 MI) NORTHEAST OF CRYSTAL BEACH
 AW6988'AND ON THE BOLIVAR PENINSULA.
 AW6988'OWNERSHIP--SOUTHWEST BELL TELEPHONE, MIKE SHIELDS, SUPERVISOR,
 AW6988'2300 HIGHWAY 365, SUITE 300, NEDERLAND TX 77627, PHONE 409-945-3579.
 AW6988'
 AW6988'TO REACH THE STATION FROM THE POST OFFICE IN CRYSTAL BEACH, GO
 AW6988'NORTHEAST ON STATE HIGHWAY 87 FOR 3.7 KM (2.3 MI) TO AN ENTRANCE
 AW6988'DRIVE LEADING TO A SUB-STATION (A BROWN BUILDING).  TURN RIGHT AND
 AW6988'GO 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT JUST BEFORE
 AW6988'REACHING A CHAIN LINK FENCE SURROUNDING THE BUILDING.
 AW6988'
 AW6988'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW6988'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW6988'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW6988'LOGO CAP STAMPED---HGCSD 64 1986---, THE ROD IS RECESSED 10 CM
 AW6988'BELOW THE GROUND.  LOCATED 33.9 METERS (111.2 FT) SOUTH-SOUTHEAST
 AW6988'OF POWER POLE 175, 3.6 METERS (11.7 FT) SOUTHWEST OF THE CENTER OF
 AW6988'ENTRANCE DRIVE AND 2.5 METERS (8.3 FT) NORTHWEST OF A CHAINLINK
 AW6988'FENCE AND CARSONITE WITNESS POST.
 AW6988'
 AW6988'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW6988'
 AW6988'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW6988'
 AW6988'DESCRIBED BY T.F. DAWS.
 AW6988
 AW6988                          STATION RECOVERY (1987)
 AW6988
 AW6988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW6988'RECOVERED IN GOOD CONDITION.
 AW6988
 AW6988                          STATION RECOVERY (1988)
 AW6988
 AW6988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AW6988'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AW6988'DESCRIBED BY R.D.B.
 AW6988
 AW6988                          STATION RECOVERY (1991)
 AW6988
 AW6988'RECOVERY NOTE BY WIMPOL INCORPORATED 1991
 AW6988'RECOVERED IN GOOD CONDITION.
 AW6988
 AW6988                          STATION RECOVERY (1993)
 AW6988
 AW6988'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 AW6988'RECOVERED IN GOOD CONDITION.
 AW6988
 AW6988                          STATION RECOVERY (1999)
 AW6988
 AW6988'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6988'RECOVERED IN GOOD CONDITION.
 AW6988
 AW6988                          STATION RECOVERY (2001)
 AW6988
 AW6988'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW6988'RECOVERED IN GOOD CONDITION.
 AW6988
 AW6988                          STATION RECOVERY (2002)
 AW6988
 AW6988'RECOVERY NOTE BY US POWER SQUADRON 2002
 AW6988'RECOVERED IN GOOD CONDITION.
 AW6988
 AW6988                          STATION RECOVERY (2004)
 AW6988
 AW6988'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5486 ***********************************************************************
 AW5486  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5486  DESIGNATION -  HGCSD 65
 AW5486  PID         -  AW5486
 AW5486  STATE/COUNTY-  TX/FORT BEND
 AW5486  USGS QUAD   -  FULSHEAR (1980)
 AW5486
 AW5486                         *CURRENT SURVEY CONTROL
 AW5486  ___________________________________________________________________
 AW5486* NAD 83(1993)-  29 40 30.57872(N)    095 58 35.11302(W)     ADJUSTED  
 AW5486* NAVD 88     -        33.95   (meters)     111.4    (feet)  GPS OBS   
 AW5486  ___________________________________________________________________
 AW5486  X           -    -577,463.427 (meters)                     COMP
 AW5486  Y           -  -5,516,033.605 (meters)                     COMP
 AW5486  Z           -   3,139,141.989 (meters)                     COMP
 AW5486  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW5486  ELLIP HEIGHT-           6.58  (meters)          (12/03/01) GPS OBS
 AW5486  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW5486  DYNAMIC HT  -          33.90  (meters)     111.2   (feet)  COMP
 AW5486  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 AW5486
 AW5486  HORZ ORDER  -  FIRST
 AW5486  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5486  ELLP ORDER  -  FOURTH    CLASS II
 AW5486
 AW5486.The horizontal coordinates were established by GPS observations
 AW5486.and adjusted by the National Geodetic Survey in December 2001..
 AW5486
 AW5486.The orthometric height was determined by GPS observations and a
 AW5486.high-resolution geoid model using precise GPS observation and
 AW5486.processing techniques. It supersedes the leveled height previously
 AW5486.determined for this station.
 AW5486.The vertical order pertains to the first NAVD 88 superseded value.
 AW5486
 AW5486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5486
 AW5486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5486
 AW5486.The ellipsoidal height was determined by GPS observations
 AW5486.and is referenced to NAD 83.
 AW5486
 AW5486.The geoid height was determined by GEOID03.
 AW5486
 AW5486.The dynamic height is computed by dividing the NAVD 88
 AW5486.geopotential number by the normal gravity value computed on the
 AW5486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5486.degrees latitude (g = 980.6199 gals.).
 AW5486
 AW5486.The modeled gravity was interpolated from observed gravity values.
 AW5486
 AW5486;                    North         East     Units Scale Factor Converg.
 AW5486;SPC TXSC     - 4,207,906.898   892,611.912   MT  0.99988081   +1 28 52.6
 AW5486;SPC TXSC     -13,805,441.21  2,928,510.91   sFT  0.99988081   +1 28 52.6
 AW5486;UTM  15      - 3,286,497.870   211,934.310   MT  1.00062401   -1 28 28.5
 AW5486;UTM  14      - 3,286,616.351   792,632.060   MT  1.00065673   +1 29 52.7
 AW5486
 AW5486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5486!SPC TXSC     -   0.99999897  x   0.99988081  =   0.99987978
 AW5486!UTM  15      -   0.99999897  x   1.00062401  =   1.00062298
 AW5486!UTM  14      -   0.99999897  x   1.00065673  =   1.00065570
 AW5486
 AW5486                          SUPERSEDED SURVEY CONTROL
 AW5486
 AW5486  ELLIP H (10/25/00)    6.56   (m)                       GP(       ) 4 1
 AW5486  NAD 83(1993)-  29 40 30.57923(N)    095 58 35.11242(W) AD(       ) 1
 AW5486  ELLIP H (10/17/96)    6.68   (m)                       GP(       ) 3 1
 AW5486  NAD 83(1993)-  29 40 30.57842(N)    095 58 35.11192(W) AD(       ) 1
 AW5486  ELLIP H (02/16/96)    6.54   (m)                       GP(       ) 5 1
 AW5486  NAD 83(1986)-  29 40 30.59384(N)    095 58 35.09424(W) AD(       ) 1
 AW5486  NAVD 88 (06/15/91)   33.890  (m)          111.19   (f) ADJUSTED    1 2
 AW5486  NGVD 29 (12/23/87)   33.885  (m)          111.17   (f) ADJUSTED    1 2
 AW5486
 AW5486.Superseded values are not recommended for survey control.
 AW5486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5486.See file dsdata.txt to determine how the superseded data were derived.
 AW5486
 AW5486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1193486498(NAD 83)
 AW5486_MARKER: I = METAL ROD
 AW5486_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5486_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5486_STAMPING: HGCSD 65 1986
 AW5486_MARK LOGO: NGS   
 AW5486_PROJECTION: RECESSED 2 CENTIMETERS
 AW5486_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5486+STABILITY: POSITION/ELEVATION WELL
 AW5486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5486+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1995
 AW5486_ROD/PIPE-DEPTH: 30.4 meters
 AW5486_SLEEVE-DEPTH  : 6.1 meters
 AW5486
 AW5486  HISTORY     - Date     Condition        Report By
 AW5486  HISTORY     - 1986     MONUMENTED       NGS
 AW5486  HISTORY     - 1987     GOOD             NGS
 AW5486  HISTORY     - 19950104 GOOD             HGCSD
 AW5486
 AW5486                          STATION DESCRIPTION
 AW5486
 AW5486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5486'0.6 KM (0.4 MI) SOUTH FROM SIMONTON.
 AW5486'0.64 KM (0.4 MI) SOUTH ALONG FM ROAD 1489 FROM THE JUNCTION OF FM ROAD
 AW5486'1093 IN SIMONTON, IN THE NORTHEAST LAWN OF THE SIMONTON COMMUNITY
 AW5486'CHURCH, 64.0 METERS (210 FT) EAST OF THE CENTERLINE OF THE ROAD, 36.0
 AW5486'METERS (118 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 5.5
 AW5486'METERS (18.0 FT) WEST OF A FENCE, 5.3 METERS (17.4 FT) EAST OF THE
 AW5486'EAST CURB OF A PARKING LOT, 1.0 METER (3.3 FT) NORTH OF THE NORTH
 AW5486'FENCE AROUND A PLAYGROUND.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 AW5486'A 5-INCH LOGO CAP.
 AW5486'THE MARK IS ABOVE LEVEL WITH THE PARKING LOT.
 AW5486
 AW5486                          STATION RECOVERY (1987)
 AW5486
 AW5486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5486'THE STATION IS LOCATED ABOUT
 AW5486'25.7 KM (16.0 MI) NORTHWEST OF ROSENBURG, 11.3 KM
 AW5486'(7.0 MI) NORTHEAST OF WALLIS, 9.7 KM (6.0 MI) SOUTH OF INTERSTATE
 AW5486'HIGHWAY 10 AND AT THE SIMONTON COMMUNITY CHURCH, IN THE SMALL
 AW5486'VILLAGE OF SIMONTON.
 AW5486'OWNERSHIP--SIMONTON COMMUNITY CHURCH, PASTOR GERARLD RIDDELL, FM
 AW5486'1489, BOX 121, SIMONTON TX 77476, PHONE 713-346-1221 OR
 AW5486'713-346-1586.
 AW5486'
 AW5486'TO REACH THE STATION FROM THE JUNCTION OF FM 1489 AND FM 1093 IN
 AW5486'SIMONTON, GO SOUTH ON FM 1489 FOR 0.5 KM (0.3 MI) TO CHURCH
 AW5486'ENTRANCE ON THE LEFT.  TURN LEFT TO EAST SIDE OF PARKING LOT AND
 AW5486'THE STATION NEAR A CHILDRENS PLAY AREA.
 AW5486'
 AW5486'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5486'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5486'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5486'LOGO CAP STAMPED---HGCSD 65 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5486'THE GROUND SURFACE.  LOCATED 5.5 METERS (17.9 FT) EAST OF A CURB,
 AW5486'5.5 METERS (17.9 FT) WEST OF A WOODEN FENCE AND 1.1 METERS (3.5 FT)
 AW5486'NORTH OF A CHAINLINK FENCE AROUND PLAY AREA.
 AW5486'
 AW5486'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5486'
 AW5486'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5486'
 AW5486'DESCRIBED BY T.F. DAWS.
 AW5486
 AW5486                          STATION RECOVERY (1995)
 AW5486
 AW5486'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW5486'RECOVERED AS DESCRIBED.  ADD MARK IS INSIDE PLAYGROUND  ADD 69 FEET
 AW5486'(21.0 M) SOUTH OF THE NORTH FENCE OF PLAYGROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5411 ***********************************************************************
 AW5411  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5411  DESIGNATION -  HGCSD 66
 AW5411  PID         -  AW5411
 AW5411  STATE/COUNTY-  TX/FORT BEND
 AW5411  USGS QUAD   -  RICHMOND NE (1980)
 AW5411
 AW5411                         *CURRENT SURVEY CONTROL
 AW5411  ___________________________________________________________________
 AW5411* NAD 83(1993)-  29 43 58.13283(N)    095 50 45.96860(W)     ADJUSTED  
 AW5411* NAVD 88     -        41.64   (meters)     136.6    (feet)  GPS OBS   
 AW5411  ___________________________________________________________________
 AW5411  X           -    -564,593.977 (meters)                     COMP
 AW5411  Y           -  -5,514,189.087 (meters)                     COMP
 AW5411  Z           -   3,144,696.816 (meters)                     COMP
 AW5411  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW5411  ELLIP HEIGHT-          14.24  (meters)          (12/03/01) GPS OBS
 AW5411  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW5411  DYNAMIC HT  -          41.58  (meters)     136.4   (feet)  COMP
 AW5411  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 AW5411
 AW5411  HORZ ORDER  -  FIRST
 AW5411  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5411  ELLP ORDER  -  FOURTH    CLASS II
 AW5411
 AW5411.The horizontal coordinates were established by GPS observations
 AW5411.and adjusted by the National Geodetic Survey in December 2001..
 AW5411
 AW5411.The orthometric height was determined by GPS observations and a
 AW5411.high-resolution geoid model using precise GPS observation and
 AW5411.processing techniques. It supersedes the leveled height previously
 AW5411.determined for this station.
 AW5411.The vertical order pertains to the first NAVD 88 superseded value.
 AW5411
 AW5411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5411
 AW5411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5411
 AW5411.The ellipsoidal height was determined by GPS observations
 AW5411.and is referenced to NAD 83.
 AW5411
 AW5411.The geoid height was determined by GEOID03.
 AW5411
 AW5411.The dynamic height is computed by dividing the NAVD 88
 AW5411.geopotential number by the normal gravity value computed on the
 AW5411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5411.degrees latitude (g = 980.6199 gals.).
 AW5411
 AW5411.The modeled gravity was interpolated from observed gravity values.
 AW5411
 AW5411;                    North         East     Units Scale Factor Converg.
 AW5411;SPC TXSC     - 4,214,627.704   905,048.343   MT  0.99988727   +1 32 42.5
 AW5411;SPC TXSC     -13,827,491.06  2,969,312.77   sFT  0.99988727   +1 32 42.5
 AW5411;UTM  15      - 3,292,572.455   224,709.735   MT  1.00053517   -1 24 44.8
 AW5411
 AW5411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5411!SPC TXSC     -   0.99999776  x   0.99988727  =   0.99988503
 AW5411!UTM  15      -   0.99999776  x   1.00053517  =   1.00053293
 AW5411
 AW5411                          SUPERSEDED SURVEY CONTROL
 AW5411
 AW5411  ELLIP H (10/25/00)   14.20   (m)                       GP(       ) 4 1
 AW5411  NAD 83(1993)-  29 43 58.13318(N)    095 50 45.96812(W) AD(       ) 1
 AW5411  ELLIP H (10/17/96)   14.33   (m)                       GP(       ) 3 1
 AW5411  NAD 83(1993)-  29 43 58.13243(N)    095 50 45.96810(W) AD(       ) 1
 AW5411  ELLIP H (02/16/96)   14.18   (m)                       GP(       ) 5 1
 AW5411  NAD 83(1986)-  29 43 58.14721(N)    095 50 45.94998(W) AD(       ) 1
 AW5411  NAVD 88 (06/15/91)   41.623  (m)          136.56   (f) ADJUSTED    1 2
 AW5411  NGVD 29 (12/23/87)   41.614  (m)          136.53   (f) ADJUSTED    1 2
 AW5411
 AW5411.Superseded values are not recommended for survey control.
 AW5411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5411.See file dsdata.txt to determine how the superseded data were derived.
 AW5411
 AW5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2471092572(NAD 83)
 AW5411_MARKER: I = METAL ROD
 AW5411_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5411_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5411_STAMPING: HGCSD 66 1986
 AW5411_MARK LOGO: NGS   
 AW5411_PROJECTION: FLUSH
 AW5411_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5411+STABILITY: POSITION/ELEVATION WELL
 AW5411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5411+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AW5411_ROD/PIPE-DEPTH: 14.9 meters
 AW5411_SLEEVE-DEPTH  : 6.1 meters
 AW5411
 AW5411  HISTORY     - Date     Condition        Report By
 AW5411  HISTORY     - 1986     MONUMENTED       NGS
 AW5411  HISTORY     - 1987     GOOD             NGS
 AW5411  HISTORY     - 19950104 GOOD             HGCSD
 AW5411  HISTORY     - 19951010 GOOD             USPSQD
 AW5411  HISTORY     - 20050222 GOOD             LJA
 AW5411
 AW5411                          STATION DESCRIPTION
 AW5411
 AW5411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5411'7.6 KM (4.7 MI) SOUTH FROM KATY.
 AW5411'7.4 KM (4.6 MI) SOUTH ALONG PIN OAK ROAD FROM THE JUNCTION OF US
 AW5411'HIGHWAY 90 IN KATY, THENCE 0.16 KM (0.10 MI) SOUTH ALONG FM ROAD 1463,
 AW5411'20.7 METERS (68.0 FT) EAST OF THE CENTERLINE OF THE ROAD, 7.3 METERS
 AW5411'(24.0 FT) SOUTH OF THE CENTER OF A GRAVEL ROAD TO A FARM, 5.8 METERS
 AW5411'(19.0 FT) SOUTHEAST OF THE SOUTH POST OF A WOOD GATE.  NOTE--ACCESS TO
 AW5411'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5411'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5411
 AW5411                          STATION RECOVERY (1987)
 AW5411
 AW5411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5411'THE STATION IS LOCATED ABOUT 37.0 KM (23.0 MI) WEST OF WEST
 AW5411'LOOP INTERSTATE HIGHWAY 610 IN HOUSTON, 22.5 KM (14.0 MI) NORTH
 AW5411'OF RICHMOND AND 6.4 KM (4.0 MI) SOUTH OF KATY.
 AW5411'OWNERSHIP--HAL V CARDIFF, CARDIFF BROTHERS, PO BOX 691, KATY TX
 AW5411'77492-0691, PHONE 713-391-3303 OR 713-391-3554.
 AW5411'
 AW5411'TO REACH THE STATION FROM THE JUNCTIONS OF FARM ROADS 1093, 359 AND
 AW5411'1463, ABOUT 6.4 KM (4.0 MI) SOUTH OF KATY, GO NORTH ON FARM ROAD
 AW5411'1463 FOR 4.3 KM (2.65 MI) TO A GATE ON THE RIGHT.  PASS THRU THE
 AW5411'GATE TO THE STATION ON THE RIGHT JUST EAST OF A FENCELINE.
 AW5411'
 AW5411'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5411'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5411'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5411'LOGO CAP STAMPED---HGCSD 66 1986---, THE ROD IS RECESSED 10 CM
 AW5411'BELOW THE GROUND.  LOCATED 20.9 METERS (68.7 FT) EAST OF THE
 AW5411'CENTERLINE OF FARM ROAD 1463, 7.7 METERS (25.1 FT) SOUTH OF A DIRT
 AW5411'DRIVE, 5.2 METERS (17.0 FT) EAST-SOUTHEAST OF A LARGE UTILITY POLE
 AW5411'AND 4.7 METERS (15.4 FT) EAST OF A BARBED WIRE FENCE.
 AW5411'
 AW5411'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5411'
 AW5411'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5411'
 AW5411'DESCRIBED BY T.F. DAWS.
 AW5411
 AW5411                          STATION RECOVERY (1995)
 AW5411
 AW5411'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW5411'RECOVERED AS DESCRIBED.
 AW5411
 AW5411                          STATION RECOVERY (1995)
 AW5411
 AW5411'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5411'RECOVERED IN GOOD CONDITION.
 AW5411
 AW5411                          STATION RECOVERY (2005)
 AW5411
 AW5411'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2005 (RHC)
 AW5411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5408 ***********************************************************************
 AW5408  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5408  DESIGNATION -  HGCSD 67
 AW5408  PID         -  AW5408
 AW5408  STATE/COUNTY-  TX/FORT BEND
 AW5408  USGS QUAD   -  RICHMOND NE (1980)
 AW5408
 AW5408                         *CURRENT SURVEY CONTROL
 AW5408  ___________________________________________________________________
 AW5408* NAD 83(1993)-  29 42 08.67839(N)    095 45 13.76129(W)     ADJUSTED  
 AW5408* NAVD 88     -        30.20   (meters)      99.1    (feet)  GPS OBS   
 AW5408  ___________________________________________________________________
 AW5408  X           -    -555,878.672 (meters)                     COMP
 AW5408  Y           -  -5,516,743.690 (meters)                     COMP
 AW5408  Z           -   3,141,764.194 (meters)                     COMP
 AW5408  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW5408  ELLIP HEIGHT-           2.83  (meters)          (12/03/01) GPS OBS
 AW5408  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW5408  DYNAMIC HT  -          30.16  (meters)      98.9   (feet)  COMP
 AW5408  MODELED GRAV-     979,272.0   (mgal)                       NAVD 88
 AW5408
 AW5408  HORZ ORDER  -  FIRST
 AW5408  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5408  ELLP ORDER  -  FOURTH    CLASS II
 AW5408
 AW5408.The horizontal coordinates were established by GPS observations
 AW5408.and adjusted by the National Geodetic Survey in December 2001..
 AW5408
 AW5408.The orthometric height was determined by GPS observations and a
 AW5408.high-resolution geoid model using precise GPS observation and
 AW5408.processing techniques. It supersedes the leveled height previously
 AW5408.determined for this station.
 AW5408.The vertical order pertains to the first NAVD 88 superseded value.
 AW5408
 AW5408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5408
 AW5408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5408
 AW5408.The ellipsoidal height was determined by GPS observations
 AW5408.and is referenced to NAD 83.
 AW5408
 AW5408.The geoid height was determined by GEOID03.
 AW5408
 AW5408.The dynamic height is computed by dividing the NAVD 88
 AW5408.geopotential number by the normal gravity value computed on the
 AW5408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5408.degrees latitude (g = 980.6199 gals.).
 AW5408
 AW5408.The modeled gravity was interpolated from observed gravity values.
 AW5408
 AW5408;                    North         East     Units Scale Factor Converg.
 AW5408;SPC TXSC     - 4,211,503.392   914,065.008   MT  0.99988374   +1 35 25.2
 AW5408;SPC TXSC     -13,817,240.71  2,998,894.95   sFT  0.99988374   +1 35 25.2
 AW5408;UTM  15      - 3,288,985.003   233,558.731   MT  1.00047601   -1 21 55.1
 AW5408
 AW5408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5408!SPC TXSC     -   0.99999956  x   0.99988374  =   0.99988330
 AW5408!UTM  15      -   0.99999956  x   1.00047601  =   1.00047557
 AW5408
 AW5408                          SUPERSEDED SURVEY CONTROL
 AW5408
 AW5408  ELLIP H (10/25/00)    2.88   (m)                       GP(       ) 4 1
 AW5408  NAD 83(1993)-  29 42 08.67871(N)    095 45 13.76083(W) AD(       ) 1
 AW5408  ELLIP H (10/17/96)    3.01   (m)                       GP(       ) 3 1
 AW5408  NAD 83(1993)-  29 42 08.67856(N)    095 45 13.76152(W) AD(       ) 1
 AW5408  ELLIP H (02/16/96)    2.85   (m)                       GP(       ) 5 1
 AW5408  NAD 83(1986)-  29 42 08.69304(N)    095 45 13.74265(W) AD(       ) 1
 AW5408  NAVD 88 (06/15/91)   30.284  (m)           99.36   (f) ADJUSTED    1 2
 AW5408  NGVD 29 (12/23/87)   30.277  (m)           99.33   (f) ADJUSTED    1 2
 AW5408
 AW5408.Superseded values are not recommended for survey control.
 AW5408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5408.See file dsdata.txt to determine how the superseded data were derived.
 AW5408
 AW5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN3355988985(NAD 83)
 AW5408_MARKER: I = METAL ROD
 AW5408_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5408_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5408_STAMPING: HGCSD 67 1986
 AW5408_MARK LOGO: NGS   
 AW5408_PROJECTION: FLUSH
 AW5408_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5408+STABILITY: POSITION/ELEVATION WELL
 AW5408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5408+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 AW5408_ROD/PIPE-DEPTH: 11.4 meters
 AW5408_SLEEVE-DEPTH  : 6.1 meters
 AW5408
 AW5408  HISTORY     - Date     Condition        Report By
 AW5408  HISTORY     - 1986     MONUMENTED       NGS
 AW5408  HISTORY     - 1987     GOOD             NGS
 AW5408  HISTORY     - 19921024 GOOD             NOS
 AW5408  HISTORY     - 19941209 GOOD             HGCSD
 AW5408  HISTORY     - 20040508 GOOD             USPSQD
 AW5408  HISTORY     - 20051114 GOOD             WALLAC
 AW5408
 AW5408                          STATION DESCRIPTION
 AW5408
 AW5408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5408'6.6 KM (4.1 MI) WEST FROM CLODINE.
 AW5408'0.32 KM (0.2 MI) WEST ALONG ALIEF ROAD FROM THE JUNCTION OF FM ROAD
 AW5408'1464 IN CLODINE, THENCE 6.3 KM (3.9 MI) WEST ALONG FM ROAD 1093, ALSO
 AW5408'2.3 KM (1.4 MI) EAST OF CANAL ROAD SOUTH, 16.6 METERS (54.5 FT) NORTH
 AW5408'OF THE CENTERLINE OF THE ROAD, 17.2 METERS (56.5 FT) WEST OF THE
 AW5408'CENTER OF A GRAVEL DRIVE LEADING NORTH TO PAPA BLAKELYS, 4.6 METERS
 AW5408'(15.0 FT) SOUTHEAST OF THE SOUTHEASTMOST 45 DEGREE FENCE CORNER.
 AW5408'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5408'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5408
 AW5408                          STATION RECOVERY (1987)
 AW5408
 AW5408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5408'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI) WEST OF WEST
 AW5408'LOOP INTERSTATE HIGHWAY 610 IN HOUSTON, 19.3 KM (12.0 MI) NORTH
 AW5408'OF RICHMOND AND 11.3 KM (7.0 MI) SOUTHEAST OF KATY.
 AW5408'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN
 AW5408'TX 78701, PHONE 512-465-7337.
 AW5408'
 AW5408'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 1093, 359 AND
 AW5408'1463, ABOUT 9.7 KM (6.0 MI) SOUTH OF KATY, GO EAST ON FARM ROAD
 AW5408'1093 FOR 9.3 KM (5.75 MI) TO THE STATION ON THE LEFT JUST BEFORE
 AW5408'THE ENTRANCE TO PAPA BLAKELYS WAY OUT WESTHEIMER BAR.
 AW5408'
 AW5408'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5408'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5408'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5408'LOGO CAP STAMPED---HGCSD 67 1986---, THE ROD IS RECESSED 0.1 METER
 AW5408'BELOW THE GROUND.  LOCATED 16.6 METERS (54.5 FT) NORTH OF THE
 AW5408'CENTERLINE OF FARM ROAD 1093, 16.6 METERS (54.3 FT) WEST OF THE
 AW5408'CENTER OF DIRT DRIVES, 4.5 METERS (14.6 FT) SOUTH-SOUTHEAST OF THE
 AW5408'SOUTH LEG OF SIGN AND 1.3 METERS (4.2 FT) SOUTHEAST OF A WOODEN
 AW5408'FENCE.
 AW5408'
 AW5408'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5408'
 AW5408'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5408'
 AW5408'DESCRIBED BY T.F. DAWS.
 AW5408
 AW5408                          STATION RECOVERY (1992)
 AW5408
 AW5408'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW5408'RECOVERED IN GOOD CONDITION.
 AW5408
 AW5408                          STATION RECOVERY (1994)
 AW5408
 AW5408'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5408'RECOVERED AS DESCRIBED.
 AW5408
 AW5408                          STATION RECOVERY (2004)
 AW5408
 AW5408'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5408'RECOVERED IN GOOD CONDITION.
 AW5408
 AW5408                          STATION RECOVERY (2005)
 AW5408
 AW5408'RECOVERY NOTE BY THE WALLACE GROUP INC 2005 (MJM)
 AW5408'ALOT OF CONSTRUCTION IN THE AREA, MONUMENT LID APPROX. 12INCH BELOW
 AW5408'GROUND LEVEL AND SLEEVE IS FULL OF DIRT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5544 ***********************************************************************
 AW5544  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5544  DESIGNATION -  HGCSD 68
 AW5544  PID         -  AW5544
 AW5544  STATE/COUNTY-  TX/FORT BEND
 AW5544  USGS QUAD   -  KENDLETON (1981)
 AW5544
 AW5544                         *CURRENT SURVEY CONTROL
 AW5544  ___________________________________________________________________
 AW5544* NAD 83(1993)-  29 29 55.54664(N)    095 54 54.69356(W)     ADJUSTED  
 AW5544* NAVD 88     -        32.26   (meters)     105.8    (feet)  GPS OBS   
 AW5544  ___________________________________________________________________
 AW5544  X           -    -572,563.311 (meters)                     COMP
 AW5544  Y           -  -5,526,248.902 (meters)                     COMP
 AW5544  Z           -   3,122,137.847 (meters)                     COMP
 AW5544  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW5544  ELLIP HEIGHT-           4.99  (meters)          (02/14/02) GPS OBS
 AW5544  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW5544  DYNAMIC HT  -          32.22  (meters)     105.7   (feet)  COMP
 AW5544  MODELED GRAV-     979,257.3   (mgal)                       NAVD 88
 AW5544
 AW5544  HORZ ORDER  -  FIRST
 AW5544  VERT ORDER  -  THIRD (See Below)
 AW5544  ELLP ORDER  -  FOURTH    CLASS II
 AW5544
 AW5544.The horizontal coordinates were established by GPS observations
 AW5544.and adjusted by the National Geodetic Survey in December 2001..
 AW5544
 AW5544.The orthometric height was determined by GPS observations and a
 AW5544.high-resolution geoid model using precise GPS observation and
 AW5544.processing techniques. It supersedes the leveled height previously
 AW5544.determined for this station.
 AW5544.The vertical order pertains to the first NAVD 88 superseded value.
 AW5544
 AW5544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5544
 AW5544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5544
 AW5544.The ellipsoidal height was determined by GPS observations
 AW5544.and is referenced to NAD 83.
 AW5544
 AW5544.The geoid height was determined by GEOID03.
 AW5544
 AW5544.The dynamic height is computed by dividing the NAVD 88
 AW5544.geopotential number by the normal gravity value computed on the
 AW5544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5544.degrees latitude (g = 980.6199 gals.).
 AW5544
 AW5544.The modeled gravity was interpolated from observed gravity values.
 AW5544
 AW5544;                    North         East     Units Scale Factor Converg.
 AW5544;SPC TXSC     - 4,188,518.014   899,051.576   MT  0.99986732   +1 30 40.6
 AW5544;SPC TXSC     -13,741,829.52  2,949,638.38   sFT  0.99986732   +1 30 40.6
 AW5544;UTM  15      - 3,266,788.690   217,370.972   MT  1.00058575   -1 26 11.1
 AW5544
 AW5544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5544!SPC TXSC     -   0.99999922  x   0.99986732  =   0.99986654
 AW5544!UTM  15      -   0.99999922  x   1.00058575  =   1.00058497
 AW5544
 AW5544                          SUPERSEDED SURVEY CONTROL
 AW5544
 AW5544  ELLIP H (12/03/01)    5.01   (m)                       GP(       ) 4 2
 AW5544  ELLIP H (05/01/00)    4.99   (m)                       GP(       ) 3 1
 AW5544  NAD 83(1993)-  29 29 55.54790(N)    095 54 54.69143(W) AD(       ) B
 AW5544  ELLIP H (05/09/94)    5.15   (m)                       GP(       ) 4 2
 AW5544  NAD 83(1986)-  29 29 55.56217(N)    095 54 54.67330(W) AD(       ) 1
 AW5544  NAVD 88 (06/15/91)   32.274  (m)          105.89   (f) ADJUSTED    1 1
 AW5544  NGVD 29 (12/23/87)   32.272  (m)          105.88   (f) ADJUSTED    1 1
 AW5544
 AW5544.Superseded values are not recommended for survey control.
 AW5544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5544.See file dsdata.txt to determine how the superseded data were derived.
 AW5544
 AW5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN1737166789(NAD 83)
 AW5544_MARKER: I = METAL ROD
 AW5544_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5544_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5544_STAMPING: HGCSD 68 1986
 AW5544_MARK LOGO: NGS   
 AW5544_PROJECTION: RECESSED 2 CENTIMETERS
 AW5544_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW5544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5544+STABILITY: POSITION/ELEVATION WELL
 AW5544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5544+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 AW5544_ROD/PIPE-DEPTH: 10.6 meters
 AW5544_SLEEVE-DEPTH  : 6.1 meters
 AW5544
 AW5544  HISTORY     - Date     Condition        Report By
 AW5544  HISTORY     - 1986     MONUMENTED       NGS
 AW5544  HISTORY     - 1986     GOOD             NGS
 AW5544  HISTORY     - 19870318 GOOD
 AW5544  HISTORY     - 19930309 GOOD             NGS
 AW5544  HISTORY     - 19950104 GOOD             HGCSD
 AW5544  HISTORY     - 19951210 GOOD             USPSQD
 AW5544  HISTORY     - 19980202 GOOD             NGS
 AW5544  HISTORY     - 20030521 GOOD             INDIV
 AW5544
 AW5544                          STATION DESCRIPTION
 AW5544
 AW5544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP)
 AW5544'THE STATION IS LOCATED
 AW5544'IN THE TOWN OF BEASLEY AT
 AW5544'THE BEASLEY POST OFFICE.
 AW5544'OWNERSHIP--BEASLEY POST OFFICE, ANGEL SANCHEZ, POSTMASTER,
 AW5544'BEASLEY TX 77417, PHONE 409-387-2210.
 AW5544'
 AW5544'TO REACH THE STATION FROM THE INTERSECTION OF FM ROAD 360 AND U.S.
 AW5544'HIGHWAY 59, ABOUT 3.2 KM (2.0 MI) SOUTHWEST OF SIMONTON, GO
 AW5544'NORTHEAST ON U.S. HIGHWAY 59 BUSINESS ROUTE FOR 1.3 KM (0.8 MI) TO
 AW5544'THE JUNCTION OF FM ROAD 1875 ON THE LEFT.  CONTINUE AHEAD ON U.S.
 AW5544'HIGHWAY 59 BUSINESS ROUTE FOR 1.7 KM (1.05 MI) TO THE BEASLEY POST
 AW5544'OFFICE ON THE RIGHT AND THE STATION.
 AW5544'
 AW5544'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5544'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5544'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5544'LOGO CAP STAMPED---HGCSD 68 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5544'THE GROUND SURFACE.  LOCATED 21.2 METERS (69.5 FT) SOUTH-SOUTHEAST
 AW5544'OF THE WEST CORNER OF THE POST OFFICE, 19.5 METERS (64.0 FT) WEST
 AW5544'OF THE SOUTH CORNER OF THE POST OFFICE, 16.5 METERS (54.0 FT)
 AW5544'NORTHEAST OF THE CENTER OF A NORTHWEST-SOUTHEAST SIDE STREET AND
 AW5544'1.1 METERS (3.5 FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE POST
 AW5544'OFFICE PARKING LOT.
 AW5544'
 AW5544'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5544'
 AW5544'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5544'
 AW5544'DESCRIBED BY D.R. LOKKEN.
 AW5544
 AW5544                          STATION RECOVERY (1986)
 AW5544
 AW5544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW5544'IN BEASLEY.
 AW5544'THE MARK IS ABOVE LEVEL WITH THE STREET.
 AW5544'IN BEASLEY, AT THE SOUTHWEST CORNER OF THE US POST OFFICE BUILDING,
 AW5544'34.6 METERS (113.5 FT) SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 59,
 AW5544'18.3 METERS (60.0 FT) NORTHEAST OF THE CENTER OF A PAVED STREET, 11.0
 AW5544'METERS (36.1 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY TO THE POST
 AW5544'OFFICE, 1.2 METERS (3.9 FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE
 AW5544'POST OFFICE PARKING LOT, 21.1 METERS (69.2 FT) SOUTH OF THE WEST
 AW5544'CORNER OF THE POST OFFICE, 19.3 METERS (63.3 FT) WEST OF THE SOUTH
 AW5544'CORNER OF THE POST OFFICE.  NOTE--A GPS STATION.  NOTE--ACCESS TO
 AW5544'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5544
 AW5544                          STATION RECOVERY (1987)
 AW5544
 AW5544'RECOVERED 1987
 AW5544'RECOVERED IN GOOD CONDITION.
 AW5544
 AW5544                          STATION RECOVERY (1993)
 AW5544
 AW5544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW5544'THE STATION IS LOCATED IN THE TOWN OF BEASLEY IN THE CENTER OF THE
 AW5544'NORTHEAST SIDE OF A SMALL GRASS ISLAND BETWEEN THE POST OFFICE
 AW5544'PARKING LOT AND A SIDE STREET.  OWNERSHIP--BEASLEY POST OFFICE,
 AW5544'MARGARET TURNER, POSTMASTER, BEASLEY, TX 77417.  PHONE 409-387-2210.
 AW5544'TO REACH FROM THE JUNCTION OF SOUTHBOUND U.S. HIGHWAY 59 AND FARM ROAD
 AW5544'360, ABOUT 3 KM (1.85 MI) SOUTHWEST OF BEASLEY, GO NORTHWEST ON
 AW5544'FARMROAD 360 FOR 0.05 KM (0.05 MI) TO THE T-JUNCTION OF STATE HIGHWAY
 AW5544'LOOP 540.  TURN RIGHT, NORTHEAST, ON HIGHWAY LOOP 540 FOR 1.3 KM
 AW5544'(0.80 MI) TO FARM ROAD 1875 ON THE LEFT.  CONTINUE AHEAD, NORTHEAST,
 AW5544'ON HIGHWAY LOOP 540 FOR 1.64 KM (1.00 MI) TO THE POST OFFICE ON THE
 AW5544'RIGHT AND THE STATION.
 AW5544'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 AW5544'2.5 CM GREASE FILLED SLEEVE 6.2 M (20.3 FT) LONG ENCASED IN A 12.7 CM
 AW5544'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET 3 CM BELOW THE
 AW5544'GROUND.  IT IS 34.6 M (113.5 FT) SOUTHEAST FROM THE CENTER OF HIGHWAY
 AW5544'LOOP 540, 25.4 M (83.3 FT) EAST-SOUTHEAST FROM THE TOP OF THE
 AW5544'NORTHWEST CORNER OF A SQUARE CONCRETE CULVERT, 21.2 M (69.6 FT)
 AW5544'SOUTH-SOUTHEAST FROM THE WEST CORNER OF THE POST OFFICE, 19.5 M
 AW5544'(64.0 FT) WEST FROM THE SOUTH CORNER OF THE POST OFFICE, 16.5 M
 AW5544'(54.1 FT) NORTHEAST FROM THE CENTER OF THE SIDE STREET, 13.2 M
 AW5544'(43.3 FT) SOUTHEAST FROM A METAL LIGHTPOLE, 10.1 M (33.1 FT) EAST
 AW5544'FROM THE CENTER OF A 60 CM ROUND METAL SEWER COVER, 6.2 M (20.3 FT)
 AW5544'NORTHWEST FROM THE CENTER OF THE ROUNDED CURB AT THE SOUTHEAST CORNER
 AW5544'OF THE ISLAND, AND 1.2 M (3.9 FT) SOUTHWEST FROM THE SOUTHWEST CURB
 AW5544'OF THE POST OFFICE PARKING LOT.
 AW5544
 AW5544                          STATION RECOVERY (1995)
 AW5544
 AW5544'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW5544'RECOVERED AS DESCRIBED.
 AW5544
 AW5544                          STATION RECOVERY (1995)
 AW5544
 AW5544'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5544'RECOVERED IN GOOD CONDITION.
 AW5544
 AW5544                          STATION RECOVERY (1998)
 AW5544
 AW5544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998
 AW5544'RECOVERED AS PER 1993 DESCRIPTION.  THE STATION IS LOCATED ABOUT 65 KM
 AW5544'(40.40 MI) SOUTHWEST FROM HOUSTON, 30 KM (18.65 MI) NORTHEAST FROM
 AW5544'WHARTON, AT THE POST OFFICE IN BEASLEY.  OWNERSHIP--BEASLEY POST
 AW5544'OFFICE, ATTN POSTMASTER MARGARET TURNER, BEASLEY, TX 77417, PHONE
 AW5544'409-387-2210.* TO REACH THE STATION FROM THE JUNCTION OF SOUTHBOUND US
 AW5544'HIGHWAY 59 AND FARM ROAD 360 ABOUT 3 KM (1.85 MI) SOUTHWEST OF
 AW5544'BEASLEY, GO NORTHWEST ON FARM ROAD 360 TO A T-JUNCTION.  TURN RIGHT
 AW5544'AND GO NORTHEAST ON LOOP STATE HIGHWAY 540 FOR A TOTAL OF 2.9 KM (1.80
 AW5544'MI) PASSING FARM ROAD 1875 ON LEFT AT 1.3 KM (0.80 MI) TO THE POST
 AW5544'OFFICE AND STATION ON RIGHT.* THE MARK IS A PUNCH HOLE AT TOP CENTER
 AW5544'ON A STAINLESS STEEL ROD IN A 2.5 CM (1 IN) GREASE FILLED SLEEVE OF
 AW5544'RECORD LENGTH 6.2 M (20.3 FT) ENCASED IN A 12.7 CM (5 IN) PVC PIPE
 AW5544'WITH NGS LOGO CAP SURROUNNDED WITH CONCRETE.  THE MARK IS RECESSED 6
 AW5544'CM BELOW THE TOP OF LOGO CAP.  THE LOGO CAP IS RECESSED 3 CM BELOW THE
 AW5544'GROUND.  THE STATION IS LOCATED 34.6 M (113.5 FT) SOUTHEAST FROM THE
 AW5544'CENTER OF LOOP STATE HIGHWAY 540 (AVENUE F) , 25.4 M (83.3 FT)
 AW5544'EAST-SOUTHEAST FROM THE TOP OF THE NORTHWEST CORNER OF A HEADWALL FOR
 AW5544'A BOX CULVERT, 21.2 M (69.6 FT) SOUTH-SOUTHEAST FROM THE WEST CORNER
 AW5544'OF THE POST OFFICE, 19.5 M (64.0 FT) WEST FROM THE SOUTH CORNER OF THE
 AW5544'POST OFFICE, 16.5 M (54.1 FT) NORTHEAST FROM THE CENTER OF FIRST
 AW5544'STREET, 13.2 M (43.3 FT) SOUTHEAST FROM A METAL LIGHT POLE, 10.1 M
 AW5544'(33.1 FT) EAST FROM THE CENTER OF A MANHOLE, 1.2 M (3.9 FT) SOUTHWEST
 AW5544'FROM THE SOUTHWEST CURB OF THE POST OFFICE PARKING LOT AND 0.7 M (2.3
 AW5544'FT) NORTHEAST FROM A FIBERGLASS NGS WITNESS POST.
 AW5544
 AW5544                          STATION RECOVERY (2003)
 AW5544
 AW5544'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLF)
 AW5544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5471 ***********************************************************************
 AW5471  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5471  DESIGNATION -  HGCSD 69
 AW5471  PID         -  AW5471
 AW5471  STATE/COUNTY-  TX/FORT BEND
 AW5471  USGS QUAD   -  RICHMOND (1980)
 AW5471
 AW5471                         *CURRENT SURVEY CONTROL
 AW5471  ___________________________________________________________________
 AW5471* NAD 83(1993)-  29 33 47.18798(N)    095 48 48.01493(W)     ADJUSTED  
 AW5471* NAVD 88     -        30.66   (meters)     100.6    (feet)  GPS OBS   
 AW5471  ___________________________________________________________________
 AW5471  X           -    -562,382.139 (meters)                     COMP
 AW5471  Y           -  -5,523,759.261 (meters)                     COMP
 AW5471  Z           -   3,128,342.780 (meters)                     COMP
 AW5471  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW5471  ELLIP HEIGHT-           3.39  (meters)          (12/03/01) GPS OBS
 AW5471  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW5471  DYNAMIC HT  -          30.62  (meters)     100.5   (feet)  COMP
 AW5471  MODELED GRAV-     979,264.7   (mgal)                       NAVD 88
 AW5471
 AW5471  HORZ ORDER  -  FIRST
 AW5471  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5471  ELLP ORDER  -  FOURTH    CLASS II
 AW5471
 AW5471.The horizontal coordinates were established by GPS observations
 AW5471.and adjusted by the National Geodetic Survey in December 2001..
 AW5471
 AW5471.The orthometric height was determined by GPS observations and a
 AW5471.high-resolution geoid model using precise GPS observation and
 AW5471.processing techniques. It supersedes the leveled height previously
 AW5471.determined for this station.
 AW5471.The vertical order pertains to the first NAVD 88 superseded value.
 AW5471
 AW5471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5471
 AW5471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5471
 AW5471.The ellipsoidal height was determined by GPS observations
 AW5471.and is referenced to NAD 83.
 AW5471
 AW5471.The geoid height was determined by GEOID03.
 AW5471
 AW5471.The dynamic height is computed by dividing the NAVD 88
 AW5471.geopotential number by the normal gravity value computed on the
 AW5471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5471.degrees latitude (g = 980.6199 gals.).
 AW5471
 AW5471.The modeled gravity was interpolated from observed gravity values.
 AW5471
 AW5471;                    North         East     Units Scale Factor Converg.
 AW5471;SPC TXSC     - 4,195,911.457   908,729.065   MT  0.99987114   +1 33 40.3
 AW5471;SPC TXSC     -13,766,086.17  2,981,388.61   sFT  0.99987114   +1 33 40.3
 AW5471;UTM  15      - 3,273,679.176   227,422.856   MT  1.00051685   -1 23 20.1
 AW5471
 AW5471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5471!SPC TXSC     -   0.99999947  x   0.99987114  =   0.99987061
 AW5471!UTM  15      -   0.99999947  x   1.00051685  =   1.00051632
 AW5471
 AW5471                          SUPERSEDED SURVEY CONTROL
 AW5471
 AW5471  ELLIP H (10/25/00)    3.39   (m)                       GP(       ) 4 1
 AW5471  NAD 83(1993)-  29 33 47.18831(N)    095 48 48.01448(W) AD(       ) 1
 AW5471  ELLIP H (10/17/96)    3.52   (m)                       GP(       ) 3 1
 AW5471  NAD 83(1993)-  29 33 47.18751(N)    095 48 48.01526(W) AD(       ) 1
 AW5471  ELLIP H (02/16/96)    3.45   (m)                       GP(       ) 5 1
 AW5471  NAD 83(1986)-  29 33 47.20168(N)    095 48 47.99833(W) AD(       ) 1
 AW5471  NAVD 88 (06/15/91)   30.680  (m)          100.66   (f) ADJUSTED    1 2
 AW5471  NGVD 29 (12/23/87)   30.676  (m)          100.64   (f) ADJUSTED    1 2
 AW5471
 AW5471.Superseded values are not recommended for survey control.
 AW5471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5471.See file dsdata.txt to determine how the superseded data were derived.
 AW5471
 AW5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2742373679(NAD 83)
 AW5471_MARKER: I = METAL ROD
 AW5471_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5471_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5471_STAMPING: HGCSD 69 1987
 AW5471_MARK LOGO: NGS   
 AW5471_PROJECTION: FLUSH
 AW5471_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5471+STABILITY: POSITION/ELEVATION WELL
 AW5471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5471+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1995
 AW5471_ROD/PIPE-DEPTH: 12.5 meters
 AW5471_SLEEVE-DEPTH  : 6.1 meters
 AW5471
 AW5471  HISTORY     - Date     Condition        Report By
 AW5471  HISTORY     - 1987     MONUMENTED       NGS
 AW5471  HISTORY     - 1987     GOOD             NGS
 AW5471  HISTORY     - 19931204 GOOD             USPSQD
 AW5471  HISTORY     - 19950104 GOOD             HGCSD
 AW5471
 AW5471                          STATION DESCRIPTION
 AW5471
 AW5471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5471'THE STATION IS LOCATED ABOUT
 AW5471'24.0 KM (15.0 MI) SOUTH OF KATY, 12.1 KM (7.5
 AW5471'MI) NORTHEAST OF BEASLEY AND 3.0 KM (2.0 MI) NORTH OF RICHMOND.
 AW5471'OWNERSHIP--CITY OF ROSENBURG, C/O P SARAHNAK, PO BOX 32,
 AW5471'ROSENBURG TX 77471, PHONE 713-232-2009.
 AW5471'
 AW5471'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 ALTERNATE
 AW5471'AND STATE HIGHWAY 36 IN ROSENBURG, GO WEST ON U.S. HIGHWAY 90
 AW5471'ALTERNATE AND STATE HIGHWAY 36 FOR 0.1 KM (0.05 MI) TO THE JUNCTION
 AW5471'OF FM ROAD 723.  TURN RIGHT AND GO NORTH ON FM ROAD 723 FOR 0.6 KM
 AW5471'(0.35 MI) TO AVE D (AVE D IS WHAT THE STREET IS NAMED) ON THE LEFT.
 AW5471'TURN LEFT FOR 0.2 KM (0.15 MI) TO THE STATION ON THE RIGHT NEAR A
 AW5471'CEMETERY.
 AW5471'
 AW5471'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5471'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5471'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5471'LOGO CAP STAMPED---HGCSD 69 1987---, THE ROD IS RECESSED 8 CM BELOW
 AW5471'THE GROUND SURFACE.  LOCATED 9.8 METERS (32.0 FT) NORTH OF THE
 AW5471'CENTERLINE OF AVE D, 8.3 METERS (27.2 FT) WEST-SOUTHWEST OF THE
 AW5471'SOUTHWEST CORNER OF THE MARY ERNEST HEADSTONE, 6.1 METERS (20.0 FT)
 AW5471'SOUTHEAST OF THE SOUTHEAST CORNER OF THE JOHN AND MARTHA CLAY
 AW5471'HEADSTONE AND 4.3 METERS (14.0 FT) WEST OF THE CENTER OF A TRACK
 AW5471'ROAD.
 AW5471'
 AW5471'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5471'
 AW5471'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5471'
 AW5471'DESCRIBED BY T.F. DAWS.
 AW5471
 AW5471                          STATION RECOVERY (1987)
 AW5471
 AW5471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5471'0.8 KM (0.5 MI) NW FROM ROSENBURG.
 AW5471'0.56 KM (0.35 MI) NORTH ALONG FM ROAD 723 FROM THE JUNCTION OF US
 AW5471'HIGHWAY 90 ALTERNATE AND STATE HIGHWAY 36 IN ROSENBURG, THENCE 0.24 KM
 AW5471'(0.15 MI) WEST ALONG AVENUE D, IN FRONT OF THE W-O-W CEMETARY,
 AW5471'9.6 METERS (31.5 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 4.2 METERS
 AW5471'(13.8 FT) WEST OF THE CENTER OF A TRACK ROAD INTO THE CEMETARY, 6.3
 AW5471'METERS (20.7 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF THE HEADSTONE OF
 AW5471'JOHN AND MARTHA CLAY, 8.3 METERS (27.2 FT) SOUTHWEST OF THE HEADSTONE
 AW5471'OF MARY ERNEST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5471'LOGO CAP.
 AW5471'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 AW5471
 AW5471                          STATION RECOVERY (1993)
 AW5471
 AW5471'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5471'RECOVERED IN GOOD CONDITION.
 AW5471
 AW5471                          STATION RECOVERY (1995)
 AW5471
 AW5471'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW5471'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5615 ***********************************************************************
 AW5615  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5615  DESIGNATION -  HGCSD 7
 AW5615  PID         -  AW5615
 AW5615  STATE/COUNTY-  TX/HARRIS
 AW5615  USGS QUAD   -  HARMASTON (1982)
 AW5615
 AW5615                         *CURRENT SURVEY CONTROL
 AW5615  ___________________________________________________________________
 AW5615* NAD 83(1993)-  29 59 55.11515(N)    095 11 39.46195(W)     ADJUSTED  
 AW5615* NAVD 88     -        21.41   (meters)      70.2    (feet)  GPS OBS   
 AW5615  ___________________________________________________________________
 AW5615  X           -    -500,498.310 (meters)                     COMP
 AW5615  Y           -  -5,505,624.141 (meters)                     COMP
 AW5615  Z           -   3,170,240.480 (meters)                     COMP
 AW5615  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AW5615  ELLIP HEIGHT-          -5.98  (meters)          (12/03/01) GPS OBS
 AW5615  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW5615  DYNAMIC HT  -          21.38  (meters)      70.1   (feet)  COMP
 AW5615  MODELED GRAV-     979,299.7   (mgal)                       NAVD 88
 AW5615
 AW5615  HORZ ORDER  -  FIRST
 AW5615  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5615  ELLP ORDER  -  FOURTH    CLASS II
 AW5615
 AW5615.The horizontal coordinates were established by GPS observations
 AW5615.and adjusted by the National Geodetic Survey in December 2001..
 AW5615
 AW5615.The orthometric height was determined by GPS observations and a
 AW5615.high-resolution geoid model using precise GPS observation and
 AW5615.processing techniques. It supersedes the leveled height previously
 AW5615.determined for this station.
 AW5615.The vertical order pertains to the first NAVD 88 superseded value.
 AW5615
 AW5615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5615
 AW5615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5615
 AW5615.The ellipsoidal height was determined by GPS observations
 AW5615.and is referenced to NAD 83.
 AW5615
 AW5615.The geoid height was determined by GEOID03.
 AW5615
 AW5615.The dynamic height is computed by dividing the NAVD 88
 AW5615.geopotential number by the normal gravity value computed on the
 AW5615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5615.degrees latitude (g = 980.6199 gals.).
 AW5615
 AW5615.The modeled gravity was interpolated from observed gravity values.
 AW5615
 AW5615;                    North         East     Units Scale Factor Converg.
 AW5615;SPC TXSC     - 4,245,952.259   967,112.871   MT  0.99993016   +1 51 52.1
 AW5615;SPC TXSC     -13,930,261.70  3,172,936.14   sFT  0.99993016   +1 51 52.1
 AW5615;SPC TX C     - 3,048,254.630 1,195,693.738   MT  1.00003360   +2 38 48.9
 AW5615;SPC TX C     -10,000,815.40  3,922,871.87   sFT  1.00003360   +2 38 48.9
 AW5615;UTM  15      - 3,320,662.096   288,336.384   MT  1.00015278   -1 05 51.0
 AW5615
 AW5615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5615!SPC TXSC     -   1.00000094  x   0.99993016  =   0.99993110
 AW5615!SPC TX C     -   1.00000094  x   1.00003360  =   1.00003454
 AW5615!UTM  15      -   1.00000094  x   1.00015278  =   1.00015372
 AW5615
 AW5615                          SUPERSEDED SURVEY CONTROL
 AW5615
 AW5615  ELLIP H (10/25/00)   -5.93   (m)                       GP(       ) 4 1
 AW5615  NAD 83(1993)-  29 59 55.11531(N)    095 11 39.46100(W) AD(       ) 1
 AW5615  ELLIP H (10/17/96)   -5.81   (m)                       GP(       ) 3 1
 AW5615  NAD 83(1993)-  29 59 55.11511(N)    095 11 39.46228(W) AD(       ) 1
 AW5615  ELLIP H (02/16/96)   -5.85   (m)                       GP(       ) 5 1
 AW5615  ELLIP H (01/21/93)   -5.89   (m)                       GP(       ) 4 2
 AW5615  NAD 83(1986)-  29 59 55.12886(N)    095 11 39.44281(W) AD(       ) 1
 AW5615  NAVD 88 (06/15/91)   21.487  (m)           70.50   (f) ADJUSTED    1 2
 AW5615  NGVD 29 (12/23/87)   21.485  (m)           70.49   (f) ADJUSTED    1 2
 AW5615
 AW5615.Superseded values are not recommended for survey control.
 AW5615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5615.See file dsdata.txt to determine how the superseded data were derived.
 AW5615
 AW5615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8833620662(NAD 83)
 AW5615_MARKER: I = METAL ROD
 AW5615_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5615_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5615_STAMPING: HGCSD 7 1987
 AW5615_MARK LOGO: NGS   
 AW5615_PROJECTION: FLUSH
 AW5615_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5615+STABILITY: POSITION/ELEVATION WELL
 AW5615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5615+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1994
 AW5615_ROD/PIPE-DEPTH: 18.0 meters
 AW5615_SLEEVE-DEPTH  : 6.1 meters
 AW5615
 AW5615  HISTORY     - Date     Condition        Report By
 AW5615  HISTORY     - 1987     MONUMENTED       NGS
 AW5615  HISTORY     - 1987     GOOD             NGS
 AW5615  HISTORY     - 19921026 GOOD             NOS
 AW5615  HISTORY     - 19941123 GOOD             HGCSD
 AW5615
 AW5615                          STATION DESCRIPTION
 AW5615
 AW5615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5615'THE STATION IS LOCATED ABOUT 27.4 KM (17.0 MI)
 AW5615'NORTHEAST OF HOUSTON, 16.1 KM (10.0 MI) NORTHWEST OF WHELDON,
 AW5615'13.7 KM (8.5 MI) SOUTH OF PORTER, 5.6 KM (3.5 MI) EAST OF HUMBLE
 AW5615'AND ON THE PROPERTY OF THE LAKE COUNTRY PLAZA.
 AW5615'OWNERSHIP--FOUR SQUARE MANAGEMENT INC, JUNELL LEISY, 11222 RICHMOND
 AW5615'AVENUE, HOUSTON TX 77082, PHONE 713-558-9041.
 AW5615'
 AW5615'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 59 AND
 AW5615'FARM ROAD 1960, WHICH IS ABOUT 0.8 KM (0.5 MI) WEST OF HUMBLE, GO
 AW5615'EAST ON FARM ROAD 1960 FOR 5.2 KM (3.25 MI) TO WOODLAND HILLS DRIVE
 AW5615'ON THE RIGHT, CONTINUE EASTERLY ON FARM ROAD FOR 1.6 KM (1.0 MI) TO
 AW5615'THE EAST ENTRANCE TO A SHOPPING PLAZA AND THE STATION ON THE RIGHT.
 AW5615'
 AW5615'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5615'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5615'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5615'LOGO CAP STAMPED---HGCSD 7 1986---, THE ROD IS RECESSED 7 CM BELOW
 AW5615'THE GROUND.  LOCATED
 AW5615'16.3 METERS (53.6 FT) WEST-SOUTHWEST FROM A FIRE HYDRANT,
 AW5615'13.6 METERS (44.5 FT) SOUTH FROM THE CENTERLINE OF THE EASTBOUND
 AW5615'LANE OF THE ROAD,
 AW5615'9.3 METERS (30.5 FT) NORTH FROM THE NORTH CURB OF THE PARKING LOT
 AW5615'AND
 AW5615'4.5 METERS (14.8 FT) EAST FROM THE EAST CURB OF THE ENTRANCE TO THE
 AW5615'SHOPPING PLAZA.
 AW5615'
 AW5615'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5615'
 AW5615'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5615'
 AW5615'DESCRIBED BY P.C. OSLEY.
 AW5615
 AW5615                          STATION RECOVERY (1987)
 AW5615
 AW5615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5615'7.4 KM (4.6 MI) EAST FROM HUMBLE.
 AW5615'7.4 KM (4.6 MI) EASTERLY ALONG FARM ROAD 1960 BUSINESS FROM ITS
 AW5615'JUNCTION WITH U.S. HIGHWAY 59 IN HUMBLE, 98.0 M (321.5 FT) WEST OF THE
 AW5615'CENTER OF TIMBER FOREST DRIVE, 18.4 M (60.4 FT) SOUTH OF THE CENTER OF
 AW5615'THE ROAD, 16.4 M (53.8 FT) WEST-SOUTHWEST OF A FIRE HYDRANT, 9.3 M
 AW5615'(30.5 FT) NORTH OF THE NORTH CURB OF THE LAKE COUNTRY PLAZA PARKING
 AW5615'LOT, AND 4.5 M (14.8 FT) EAST OF THE EAST CURB OF THE PARKING LOT.
 AW5615'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5615'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5615
 AW5615                          STATION RECOVERY (1992)
 AW5615
 AW5615'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW5615'RECOVERED IN GOOD CONDITION. THE 1987 DESCRIPTION IS ADEQUATE EXCEPT
 AW5615'ADD, 92.0 M (301.8 FT) WEST OF THE CENTERLINE OF THE 2 SOUTHBOUND
 AW5615'LANES OF TIMBER FOREST DRIVE, 0.53 M (1.74 FT) SOUTHEAST OF THE
 AW5615'NORTHEAST CORNER OF THE CONCRETE FOUNDATION FOR A SIGN, 0.27 M
 AW5615'(0.89 FT) EAST OF THE EAST FACE OF THE FOUNDATION.
 AW5615
 AW5615                          STATION RECOVERY (1994)
 AW5615
 AW5615'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5615'RECOVERED AS DESCRIBED.  ADD 10 INCHES EAST OF A 6FT.BY 8FT.  SIGN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5402 ***********************************************************************
 AW5402  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5402  DESIGNATION -  HGCSD 70
 AW5402  PID         -  AW5402
 AW5402  STATE/COUNTY-  TX/FORT BEND
 AW5402  USGS QUAD   -  SUGAR LAND (1995)
 AW5402
 AW5402                         *CURRENT SURVEY CONTROL
 AW5402  ___________________________________________________________________
 AW5402* NAD 83(1993)-  29 37 12.46359(N)    095 38 00.23189(W)     ADJUSTED  
 AW5402* NAVD 88     -        23.23   (meters)      76.2    (feet)  GPS OBS   
 AW5402  ___________________________________________________________________
 AW5402  X           -    -544,724.787 (meters)                     COMP
 AW5402  Y           -  -5,522,385.695 (meters)                     COMP
 AW5402  Z           -   3,133,835.243 (meters)                     COMP
 AW5402  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW5402  ELLIP HEIGHT-          -4.02  (meters)          (12/03/01) GPS OBS
 AW5402  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW5402  DYNAMIC HT  -          23.20  (meters)      76.1   (feet)  COMP
 AW5402  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 AW5402
 AW5402  HORZ ORDER  -  FIRST
 AW5402  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5402  ELLP ORDER  -  FOURTH    CLASS II
 AW5402
 AW5402.The horizontal coordinates were established by GPS observations
 AW5402.and adjusted by the National Geodetic Survey in December 2001..
 AW5402
 AW5402.The orthometric height was determined by GPS observations and a
 AW5402.high-resolution geoid model using precise GPS observation and
 AW5402.processing techniques. It supersedes the leveled height previously
 AW5402.determined for this station.
 AW5402.WARNING-GPS observations at this control monument resulted in a GPS
 AW5402.derived orthometric height which differed from the leveled height by
 AW5402.more than one decimeter (0.1 meter).
 AW5402.The vertical order pertains to the first NAVD 88 superseded value.
 AW5402
 AW5402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5402
 AW5402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5402
 AW5402.The ellipsoidal height was determined by GPS observations
 AW5402.and is referenced to NAD 83.
 AW5402
 AW5402.The geoid height was determined by GEOID03.
 AW5402
 AW5402.The dynamic height is computed by dividing the NAVD 88
 AW5402.geopotential number by the normal gravity value computed on the
 AW5402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5402.degrees latitude (g = 980.6199 gals.).
 AW5402
 AW5402.The modeled gravity was interpolated from observed gravity values.
 AW5402
 AW5402;                    North         East     Units Scale Factor Converg.
 AW5402;SPC TXSC     - 4,202,716.979   925,975.335   MT  0.99987559   +1 38 57.6
 AW5402;SPC TXSC     -13,788,413.96  3,037,970.74   sFT  0.99987559   +1 38 57.6
 AW5402;UTM  15      - 3,279,591.304   245,006.898   MT  1.00040235   -1 18 08.1
 AW5402
 AW5402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5402!SPC TXSC     -   1.00000063  x   0.99987559  =   0.99987622
 AW5402!UTM  15      -   1.00000063  x   1.00040235  =   1.00040298
 AW5402
 AW5402                          SUPERSEDED SURVEY CONTROL
 AW5402
 AW5402  ELLIP H (10/25/00)   -3.95   (m)                       GP(       ) 4 1
 AW5402  NAD 83(1993)-  29 37 12.46426(N)    095 38 00.23131(W) AD(       ) 1
 AW5402  ELLIP H (10/17/96)   -3.82   (m)                       GP(       ) 3 1
 AW5402  NAD 83(1993)-  29 37 12.46447(N)    095 38 00.23235(W) AD(       ) 1
 AW5402  ELLIP H (02/16/96)   -3.98   (m)                       GP(       ) 5 1
 AW5402  NAD 83(1986)-  29 37 12.47835(N)    095 38 00.21406(W) AD(       ) 1
 AW5402  NAVD 88 (06/15/91)   23.416  (m)           76.82   (f) ADJUSTED    1 2
 AW5402  NGVD 29 (12/23/87)   23.411  (m)           76.81   (f) ADJUSTED    1 2
 AW5402
 AW5402.Superseded values are not recommended for survey control.
 AW5402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5402.See file dsdata.txt to determine how the superseded data were derived.
 AW5402
 AW5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4500779591(NAD 83)
 AW5402_MARKER: I = METAL ROD
 AW5402_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5402_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5402_STAMPING: HGCSD 70 1986
 AW5402_MARK LOGO: NGS   
 AW5402_PROJECTION: FLUSH
 AW5402_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5402+STABILITY: POSITION/ELEVATION WELL
 AW5402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5402+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW5402_ROD/PIPE-DEPTH: 17.7 meters
 AW5402_SLEEVE-DEPTH  : 6.1 meters
 AW5402
 AW5402  HISTORY     - Date     Condition        Report By
 AW5402  HISTORY     - 1986     MONUMENTED       NGS
 AW5402  HISTORY     - 1987     GOOD             NGS
 AW5402  HISTORY     - 19921024 GOOD             NOS
 AW5402  HISTORY     - 19941117 GOOD             HGCSD
 AW5402  HISTORY     - 19981121 GOOD             USPSQD
 AW5402  HISTORY     - 20040329 GOOD             USPSQD
 AW5402
 AW5402                          STATION DESCRIPTION
 AW5402
 AW5402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5402'IN SUGARLAND.
 AW5402'IN SUGARLAND, AT THE SOUTHEAST CORNER OF THE US HIGHWAY 90 ALTERNATE
 AW5402'BRIDGE OVER OYSTER CREEK, 9.8 METERS (32.0 FT) SOUTH OF THE CENTERLINE
 AW5402'OF THE EASTBOUND LANES OF THE HIGHWAY, 5.8 METERS (19.0 FT) SOUTHEAST
 AW5402'OF THE SOUTHEAST CORNER OF THE BRIDGE, 17.6 METERS (57.7 FT) NORTHWEST
 AW5402'OF THE NORTHWEST CORNER OF BALOWINS CLEANERS.  NOTE--ACCESS TO DATUM
 AW5402'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5402'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AW5402
 AW5402                          STATION RECOVERY (1987)
 AW5402
 AW5402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5402'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI)
 AW5402'SOUTHWEST OF HOUSTON, 20.9 KM (13.0 MI) NORTHEAST OF RICHMOND, 16.1
 AW5402'KM (10.0 MI) SOUTH OF ADDICKS AND 8.0 KM (5.0 MI) NORTH OF THE
 AW5402'BRAZOS RIVER.
 AW5402'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS,
 AW5402'11TH AND BRAZOS, AUSTIN TX 78701, PHONE 512-465-7337.
 AW5402'
 AW5402'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 ALTERNATE
 AW5402'AND SPUR ROAD 58 IN SUGARLAND, GO EAST-NORTHEAST ON U.S. HIGHWAY 90
 AW5402'ALTERNATE FOR 0.2 KM (0.15 MI) TO THE EAST END OF BRIDGE OVER
 AW5402'OYSTER CREEK AND THE STATION ON THE RIGHT.
 AW5402'
 AW5402'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5402'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5402'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5402'LOGO CAP STAMPED---HGCSD 70 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5402'THE GROUND.  LOCATED 9.8 METERS (32.0 FT) SOUTH OF THE CENTERLINE
 AW5402'OF EASTBOUND LANE OF HIGHWAY, 6.4 METERS (21.0 FT) WEST OF THE WEST
 AW5402'EDGE OF PARKING LOT AND 5.7 METERS (18.8 FT) SOUTHEAST OF SOUTHEAST
 AW5402'CORNER OF BRIDGE.
 AW5402'
 AW5402'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5402'
 AW5402'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5402'
 AW5402'DESCRIBED BY T.F. DAWS.
 AW5402
 AW5402                          STATION RECOVERY (1992)
 AW5402
 AW5402'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW5402'RECOVERED IN GOOD CONDITION.
 AW5402
 AW5402                          STATION RECOVERY (1994)
 AW5402
 AW5402'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5402'RECOVERED AS DESCRIBED.
 AW5402
 AW5402                          STATION RECOVERY (1998)
 AW5402
 AW5402'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5402'RECOVERED IN GOOD CONDITION.
 AW5402
 AW5402                          STATION RECOVERY (2004)
 AW5402
 AW5402'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW5402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5478 ***********************************************************************
 AW5478  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5478  DESIGNATION -  HGCSD 71
 AW5478  PID         -  AW5478
 AW5478  STATE/COUNTY-  TX/FORT BEND
 AW5478  USGS QUAD   -  NEEDVILLE (1980)
 AW5478
 AW5478                         *CURRENT SURVEY CONTROL
 AW5478  ___________________________________________________________________
 AW5478* NAD 83(1993)-  29 23 40.77639(N)    095 49 54.85776(W)     ADJUSTED  
 AW5478* NAVD 88     -        26.88   (meters)      88.2    (feet)  GPS OBS   
 AW5478  ___________________________________________________________________
 AW5478  X           -    -565,105.448 (meters)                     COMP
 AW5478  Y           -  -5,532,714.192 (meters)                     COMP
 AW5478  Z           -   3,112,086.846 (meters)                     COMP
 AW5478  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AW5478  ELLIP HEIGHT-          -0.31  (meters)          (02/14/02) GPS OBS
 AW5478  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW5478  DYNAMIC HT  -          26.84  (meters)      88.1   (feet)  COMP
 AW5478  MODELED GRAV-     979,251.6   (mgal)                       NAVD 88
 AW5478
 AW5478  HORZ ORDER  -  FIRST
 AW5478  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5478  ELLP ORDER  -  FOURTH    CLASS II
 AW5478
 AW5478.The horizontal coordinates were established by GPS observations
 AW5478.and adjusted by the National Geodetic Survey in December 2001..
 AW5478
 AW5478.The orthometric height was determined by GPS observations and a
 AW5478.high-resolution geoid model using precise GPS observation and
 AW5478.processing techniques. It supersedes the leveled height previously
 AW5478.determined for this station.
 AW5478.The vertical order pertains to the first NAVD 88 superseded value.
 AW5478
 AW5478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5478
 AW5478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5478
 AW5478.The ellipsoidal height was determined by GPS observations
 AW5478.and is referenced to NAD 83.
 AW5478
 AW5478.The geoid height was determined by GEOID03.
 AW5478
 AW5478.The dynamic height is computed by dividing the NAVD 88
 AW5478.geopotential number by the normal gravity value computed on the
 AW5478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5478.degrees latitude (g = 980.6199 gals.).
 AW5478
 AW5478.The modeled gravity was interpolated from observed gravity values.
 AW5478
 AW5478;                    North         East     Units Scale Factor Converg.
 AW5478;SPC TXSC     - 4,177,200.559   907,436.321   MT  0.99986379   +1 33 07.5
 AW5478;SPC TXSC     -13,704,698.83  2,977,147.33   sFT  0.99986379   +1 33 07.5
 AW5478;UTM  15      - 3,255,047.218   225,168.529   MT  1.00053212   -1 23 27.0
 AW5478
 AW5478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5478!SPC TXSC     -   1.00000005  x   0.99986379  =   0.99986384
 AW5478!UTM  15      -   1.00000005  x   1.00053212  =   1.00053217
 AW5478
 AW5478|---------------------------------------------------------------------|
 AW5478| PID    Reference Object                     Distance      Geod. Az  |
 AW5478|                                                           dddmmss.s |
 AW5478| AW4180 A 1219                              199.980 METERS 30735     |
 AW5478|---------------------------------------------------------------------|
 AW5478
 AW5478                          SUPERSEDED SURVEY CONTROL
 AW5478
 AW5478  ELLIP H (12/03/01)   -0.27   (m)                       GP(       ) 4 2
 AW5478  ELLIP H (10/25/00)   -0.27   (m)                       GP(       ) 4 1
 AW5478  NAD 83(1993)-  29 23 40.77713(N)    095 49 54.85706(W) AD(       ) 1
 AW5478  ELLIP H (10/17/96)   -0.14   (m)                       GP(       ) 3 1
 AW5478  NAD 83(1993)-  29 23 40.77747(N)    095 49 54.85663(W) AD(       ) 1
 AW5478  ELLIP H (02/16/96)   -0.20   (m)                       GP(       ) 5 1
 AW5478  NAD 83(1986)-  29 23 40.79178(N)    095 49 54.83881(W) AD(       ) 1
 AW5478  NAVD 88 (06/15/91)   26.905  (m)           88.27   (f) ADJUSTED    1 2
 AW5478  NGVD 29 (12/23/87)   26.901  (m)           88.26   (f) ADJUSTED    1 2
 AW5478
 AW5478.Superseded values are not recommended for survey control.
 AW5478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5478.See file dsdata.txt to determine how the superseded data were derived.
 AW5478
 AW5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2516955047(NAD 83)
 AW5478_MARKER: I = METAL ROD
 AW5478_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5478_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5478_STAMPING: HGCSD 71 1987
 AW5478_MARK LOGO: NGS   
 AW5478_PROJECTION: FLUSH
 AW5478_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5478+STABILITY: POSITION/ELEVATION WELL
 AW5478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5478+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1995
 AW5478_ROD/PIPE-DEPTH: 11.9 meters
 AW5478_SLEEVE-DEPTH  : 6.1 meters
 AW5478
 AW5478  HISTORY     - Date     Condition        Report By
 AW5478  HISTORY     - 1987     MONUMENTED       NGS
 AW5478  HISTORY     - 1987     GOOD             NGS
 AW5478  HISTORY     - 1988     GOOD             USPSQD
 AW5478  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW5478  HISTORY     - 19950407 GOOD             HGCSD
 AW5478
 AW5478                          STATION DESCRIPTION
 AW5478
 AW5478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5478'THE STATION IS LOCATED
 AW5478'IN THE TOWN OF NEEDVILLE.
 AW5478'OWNERSHIP--AMERICAN LEGION POST, COMMANDER EDWIN KEECK, NEEDVILLE
 AW5478'TX 77461, PHONE 713-232-3957.
 AW5478'
 AW5478'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 36 AND FM
 AW5478'ROAD 360 IN NEEDVILLE, GO SOUTHEAST ON STATE HIGHWAY 36 FOR 0.1 KM
 AW5478'(0.05 MI) TO THE AMERICAN LEGION POST ON THE LEFT AND THE MARK IN
 AW5478'GRASS BETWEEN HIGHWAY AND PARKING LOT.
 AW5478'
 AW5478'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5478'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5478'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5478'LOGO CAP STAMPED---HGCSD 71 1987---, THE ROD IS RECESSED 8 CM BELOW
 AW5478'THE GROUND SURFACE.  LOCATED 29.8 METERS (97.7 FT) EAST OF
 AW5478'SOUTHEAST END OF CULVERT AT CENTER ENTRANCE TO LEGION, 27.1 METERS
 AW5478'(88.9 FT) NORTHEAST OF CENTER OF HIGHWAY, 24.4 METERS (80.0 FT)
 AW5478'NORTH OF NORTHWEST END OF CULVERT AT SOUTH ENTRANCE TO LEGION AND
 AW5478'11.6 METERS (37.9 FT) EAST-NORTHEAST OF A UTILITY POLE WITH A LIGHT
 AW5478'ATTACHED.
 AW5478'
 AW5478'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5478'
 AW5478'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5478'
 AW5478'DESCRIBED BY T.F. DAWS.
 AW5478
 AW5478                          STATION RECOVERY (1987)
 AW5478
 AW5478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5478'0.2 KM (0.1 MI) SE FROM NEEDVILLE.
 AW5478'0.16 KM (0.10 MI) SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION
 AW5478'OF FM ROAD 360 IN NEEDVILLE, IN A GRASSY AREA BETWEEN THE CENTER AND
 AW5478'SOUTHERNMOST ENTRANCES TO THE AMERICAN LEGION POST, 27.1 METERS (88.9
 AW5478'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 29.8 METERS (97.8 FT)
 AW5478'EAST OF THE SOUTHEAST END OF A CULVERT AT THE CENTER ENTRANCE, 24.3
 AW5478'METERS (79.7 FT) NORTH OF THE NORTHEAST END OF A CULVERT AT THE
 AW5478'SOUTHERNMOST ENTRANCE, 11.5 METERS (37.7 FT) EAST-NORTHEAST OF A POLE
 AW5478'WITH A LAMP.  PERMISSION TO SET THE MARK WAS GRANTED BY COMMANDER
 AW5478'EDWIN KEECK (713) 232-3957.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5478'THROUGH A 5-INCH LOGO CAP.
 AW5478
 AW5478                          STATION RECOVERY (1988)
 AW5478
 AW5478'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AW5478'RECOVERED IN GOOD CONDITION.
 AW5478
 AW5478                          STATION RECOVERY (1995)
 AW5478
 AW5478'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5478'MARK NOT FOUND.
 AW5478
 AW5478                          STATION RECOVERY (1995)
 AW5478
 AW5478'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW5478'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5477 ***********************************************************************
 AW5477  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5477  DESIGNATION -  HGCSD 72
 AW5477  PID         -  AW5477
 AW5477  STATE/COUNTY-  TX/FORT BEND
 AW5477  USGS QUAD   -  SMITHERS LAKE (1980)
 AW5477
 AW5477                         *CURRENT SURVEY CONTROL
 AW5477  ___________________________________________________________________
 AW5477* NAD 83(1993)-  29 28 18.94343(N)    095 37 59.45235(W)     ADJUSTED  
 AW5477* NAVD 88     -        21.21   (meters)      69.6    (feet)  GPS OBS   
 AW5477  ___________________________________________________________________
 AW5477  X           -    -545,498.907 (meters)                     COMP
 AW5477  Y           -  -5,530,447.625 (meters)                     COMP
 AW5477  Z           -   3,119,543.319 (meters)                     COMP
 AW5477  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AW5477  ELLIP HEIGHT-          -5.90  (meters)          (12/03/01) GPS OBS
 AW5477  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW5477  DYNAMIC HT  -          21.18  (meters)      69.5   (feet)  COMP
 AW5477  MODELED GRAV-     979,265.0   (mgal)                       NAVD 88
 AW5477
 AW5477  HORZ ORDER  -  FIRST
 AW5477  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5477  ELLP ORDER  -  FOURTH    CLASS II
 AW5477
 AW5477.The horizontal coordinates were established by GPS observations
 AW5477.and adjusted by the National Geodetic Survey in December 2001..
 AW5477
 AW5477.The orthometric height was determined by GPS observations and a
 AW5477.high-resolution geoid model using precise GPS observation and
 AW5477.processing techniques. It supersedes the leveled height previously
 AW5477.determined for this station.
 AW5477.The vertical order pertains to the first NAVD 88 superseded value.
 AW5477
 AW5477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5477
 AW5477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5477
 AW5477.The ellipsoidal height was determined by GPS observations
 AW5477.and is referenced to NAD 83.
 AW5477
 AW5477.The geoid height was determined by GEOID03.
 AW5477
 AW5477.The dynamic height is computed by dividing the NAVD 88
 AW5477.geopotential number by the normal gravity value computed on the
 AW5477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5477.degrees latitude (g = 980.6199 gals.).
 AW5477
 AW5477.The modeled gravity was interpolated from observed gravity values.
 AW5477
 AW5477;                    North         East     Units Scale Factor Converg.
 AW5477;SPC TXSC     - 4,186,299.311   926,469.081   MT  0.99986609   +1 38 58.0
 AW5477;SPC TXSC     -13,734,550.32  3,039,590.64   sFT  0.99986609   +1 38 58.0
 AW5477;UTM  15      - 3,263,161.217   244,655.268   MT  1.00040459   -1 17 46.4
 AW5477
 AW5477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5477!SPC TXSC     -   1.00000093  x   0.99986609  =   0.99986702
 AW5477!UTM  15      -   1.00000093  x   1.00040459  =   1.00040552
 AW5477
 AW5477                          SUPERSEDED SURVEY CONTROL
 AW5477
 AW5477  ELLIP H (10/25/00)   -5.86   (m)                       GP(       ) 4 1
 AW5477  NAD 83(1993)-  29 28 18.94394(N)    095 37 59.45139(W) AD(       ) 1
 AW5477  ELLIP H (10/17/96)   -5.73   (m)                       GP(       ) 3 1
 AW5477  NAD 83(1993)-  29 28 18.94416(N)    095 37 59.45263(W) AD(       ) 1
 AW5477  ELLIP H (02/16/96)   -5.92   (m)                       GP(       ) 5 1
 AW5477  NAD 83(1986)-  29 28 18.95799(N)    095 37 59.43451(W) AD(       ) 1
 AW5477  NAVD 88 (06/15/91)   21.270  (m)           69.78   (f) ADJUSTED    1 2
 AW5477  NGVD 29 (12/23/87)   21.266  (m)           69.77   (f) ADJUSTED    1 2
 AW5477
 AW5477.Superseded values are not recommended for survey control.
 AW5477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5477.See file dsdata.txt to determine how the superseded data were derived.
 AW5477
 AW5477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4465563161(NAD 83)
 AW5477_MARKER: I = METAL ROD
 AW5477_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5477_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5477_STAMPING: HGCSD 72 1987
 AW5477_MARK LOGO: NGS   
 AW5477_PROJECTION: FLUSH
 AW5477_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5477+STABILITY: POSITION/ELEVATION WELL
 AW5477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5477+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 AW5477_ROD/PIPE-DEPTH: 20.7 meters
 AW5477_SLEEVE-DEPTH  : 6.1 meters
 AW5477
 AW5477  HISTORY     - Date     Condition        Report By
 AW5477  HISTORY     - 1987     MONUMENTED       NGS
 AW5477  HISTORY     - 1987     GOOD             NGS
 AW5477  HISTORY     - 1988     GOOD             USPSQD
 AW5477  HISTORY     - 19950104 GOOD             HGCSD
 AW5477  HISTORY     - 19960622 GOOD             USPSQD
 AW5477  HISTORY     - 20040429 GOOD             LJA
 AW5477
 AW5477                          STATION DESCRIPTION
 AW5477
 AW5477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5477'THE STATION IS LOCATED ABOUT 35.4 KM (22.0 MI)
 AW5477'SOUTHWEST OF HOUSTON, 24.1 KM (15.0 MI) NORTHEAST OF NEEDVILLE,
 AW5477'19.3 KM (12.0 KM ) EAST OF RICHMOND AND 16.1 KM (10.0 MI) WEST OF
 AW5477'ARCOLA.
 AW5477'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS,
 AW5477'11TH AND BRAZOS, AUSTIN TX 78701, PHONE 512-465-7337.
 AW5477'
 AW5477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND FM
 AW5477'ROAD 762 IN RICHMOND, GO SOUTH ON FM ROAD 762 FOR 4.7 KM (2.9 MI)
 AW5477'TO ITS JUNCTION WITH FM ROAD 2759, CONTINUE SOUTH ON FM ROAD 762
 AW5477'FOR 5.8 KM (3.6 MI) TO SMITHERS LAKE ROAD ON THE LEFT.  TURN LEFT
 AW5477'AND GO SOUTHEAST ON SMITHERS LAKE ROAD FOR 6.0 KM (3.75 MI)
 AW5477'TO GATE 6 AND THE STATION ON THE LEFT.
 AW5477'
 AW5477'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5477'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5477'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5477'LOGO CAP STAMPED---HGCSD 72 1987---, THE ROD IS RECESSED 8 CM BELOW
 AW5477'THE GROUND SURFACE.  LOCATED 15.4 METERS (50.5 FT) NORTHWEST OF THE
 AW5477'CENTER OF SMITHERS LAKE ROAD, 4.5 METERS (14.8 FT) SOUTHWEST OF
 AW5477'SOUTHWEST EDGE OF A CONCRETE DRIVEWAY, 1.5 METERS (4.9 FT)
 AW5477'SOUTHEAST OF A FENCE AND 1.4 METERS (4.6 FT) SOUTHEAST OF A
 AW5477'CARSONITE WITNESS POST.
 AW5477'
 AW5477'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5477'
 AW5477'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5477'
 AW5477'DESCRIBED BY T.F. DAWS.
 AW5477
 AW5477                          STATION RECOVERY (1987)
 AW5477
 AW5477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5477'26.7 KM (16.6 MI) NE FROM GUY.
 AW5477'12.3 KM (7.65 MI) NORTHEAST ALONG FM ROAD 1994 FROM THE JUNCTION OF
 AW5477'STATE HIGHWAY 36 IN GUY, THENCE 8.6 KM (5.35 MI) NORTH-NORTHEAST ALONG
 AW5477'FM ROAD 762, THENCE 5.7 KM (3.55 MI) EAST-SOUTHEAST ALONG SMITHERS
 AW5477'LAKE ROAD TO GATE NUMBER 6 OF A HOUSTON LIGHT AND POWER COMPANY
 AW5477'GENERATING PLANT, 15.4 METERS (50.5 FT) NORTHWEST OF THE CENTERLINE OF
 AW5477'THE LAKE ROAD, 8.1 METERS (26.6 FT) SOUTHWEST OF THE CENTER OF THE
 AW5477'GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5477'THE MARK IS 1.4 METERS  SE FROM  A WITNESS POST AND FENCE
 AW5477'THE MARK IS 0.6 M ABOVE THE LAKE ROAD.
 AW5477
 AW5477                          STATION RECOVERY (1988)
 AW5477
 AW5477'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLL)
 AW5477'RECOVERED IN GOOD CONDITION.
 AW5477
 AW5477                          STATION RECOVERY (1995)
 AW5477
 AW5477'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW5477'RECOVERED AS DESCRIBED.
 AW5477
 AW5477                          STATION RECOVERY (1996)
 AW5477
 AW5477'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5477'RECOVERED IN GOOD CONDITION.
 AW5477
 AW5477                          STATION RECOVERY (2004)
 AW5477
 AW5477'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2004 (RHC)
 AW5477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5464 ***********************************************************************
 AW5464  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5464  DESIGNATION -  HGCSD 73
 AW5464  PID         -  AW5464
 AW5464  STATE/COUNTY-  TX/HARRIS
 AW5464  USGS QUAD   -  MISSOURI CITY (1995)
 AW5464
 AW5464                         *CURRENT SURVEY CONTROL
 AW5464  ___________________________________________________________________
 AW5464* NAD 83(1993)-  29 30 29.32878(N)    095 30 35.94571(W)     ADJUSTED  
 AW5464* NAVD 88     -        18.73   (meters)      61.5    (feet)  GPS OBS   
 AW5464  ___________________________________________________________________
 AW5464  X           -    -533,416.228 (meters)                     COMP
 AW5464  Y           -  -5,529,638.507 (meters)                     COMP
 AW5464  Z           -   3,123,036.544 (meters)                     COMP
 AW5464  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW5464  ELLIP HEIGHT-          -8.36  (meters)          (12/03/01) GPS OBS
 AW5464  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW5464  DYNAMIC HT  -          18.71  (meters)      61.4   (feet)  COMP
 AW5464  MODELED GRAV-     979,266.0   (mgal)                       NAVD 88
 AW5464
 AW5464  HORZ ORDER  -  FIRST
 AW5464  VERT ORDER  -  THIRD (See Below)
 AW5464  ELLP ORDER  -  FOURTH    CLASS II
 AW5464
 AW5464.The horizontal coordinates were established by GPS observations
 AW5464.and adjusted by the National Geodetic Survey in December 2001..
 AW5464
 AW5464.The orthometric height was determined by GPS observations and a
 AW5464.high-resolution geoid model using precise GPS observation and
 AW5464.processing techniques. It supersedes the leveled height previously
 AW5464.determined for this station.
 AW5464.The vertical order pertains to the first NAVD 88 superseded value.
 AW5464
 AW5464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5464
 AW5464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5464
 AW5464.The ellipsoidal height was determined by GPS observations
 AW5464.and is referenced to NAD 83.
 AW5464
 AW5464.The geoid height was determined by GEOID03.
 AW5464
 AW5464.The dynamic height is computed by dividing the NAVD 88
 AW5464.geopotential number by the normal gravity value computed on the
 AW5464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5464.degrees latitude (g = 980.6199 gals.).
 AW5464
 AW5464.The modeled gravity was interpolated from observed gravity values.
 AW5464
 AW5464;                    North         East     Units Scale Factor Converg.
 AW5464;SPC TXSC     - 4,190,661.744   938,291.759   MT  0.99986780   +1 42 35.3
 AW5464;SPC TXSC     -13,748,862.74  3,078,378.88   sFT  0.99986780   +1 42 35.3
 AW5464;UTM  15      - 3,266,912.096   256,692.560   MT  1.00033051   -1 14 12.8
 AW5464
 AW5464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5464!SPC TXSC     -   1.00000131  x   0.99986780  =   0.99986911
 AW5464!UTM  15      -   1.00000131  x   1.00033051  =   1.00033182
 AW5464
 AW5464                          SUPERSEDED SURVEY CONTROL
 AW5464
 AW5464  ELLIP H (05/01/00)   -8.38   (m)                       GP(       ) 3 1
 AW5464  ELLIP H (10/17/96)   -8.24   (m)                       GP(       ) 3 1
 AW5464  NAD 83(1993)-  29 30 29.32923(N)    095 30 35.94456(W) AD(       ) B
 AW5464  ELLIP H (05/09/94)   -8.24   (m)                       GP(       ) 4 2
 AW5464  ELLIP H (01/21/93)   -8.50   (m)                       GP(       ) 4 2
 AW5464  NAD 83(1986)-  29 30 29.34278(N)    095 30 35.92760(W) AD(       ) 1
 AW5464  NAD 27      -  29 30 28.50113(N)    095 30 35.13772(W) AD(       ) 3
 AW5464  NAVD 88 (06/15/91)   18.791  (m)           61.65   (f) ADJUSTED    1 2
 AW5464  NGVD 29 (12/23/87)   18.787  (m)           61.64   (f) ADJUSTED    1 2
 AW5464
 AW5464.Superseded values are not recommended for survey control.
 AW5464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5464.See file dsdata.txt to determine how the superseded data were derived.
 AW5464
 AW5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5669366912(NAD 83)
 AW5464_MARKER: I = METAL ROD
 AW5464_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5464_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5464_STAMPING: HGCSD 73 1987
 AW5464_MARK LOGO: NGS   
 AW5464_PROJECTION: RECESSED 1 CENTIMETERS
 AW5464_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW5464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5464+STABILITY: POSITION/ELEVATION WELL
 AW5464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5464+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AW5464_ROD/PIPE-DEPTH: 16.2 meters
 AW5464_SLEEVE-DEPTH  : 6.2 meters
 AW5464
 AW5464  HISTORY     - Date     Condition        Report By
 AW5464  HISTORY     - 1987     MONUMENTED       NGS
 AW5464  HISTORY     - 1987     GOOD             NGS
 AW5464  HISTORY     - 19880425 GOOD             NGS
 AW5464  HISTORY     - 19930309 GOOD             NGS
 AW5464  HISTORY     - 19940814 GOOD             USPSQD
 AW5464  HISTORY     - 19950104 GOOD             HGCSD
 AW5464  HISTORY     - 19980203 GOOD             NGS
 AW5464  HISTORY     - 20040626 GOOD             USPSQD
 AW5464  HISTORY     - 20050707 GOOD             USPSQD
 AW5464
 AW5464                          STATION DESCRIPTION
 AW5464
 AW5464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5464'THE STATION IS LOCATED ABOUT
 AW5464'23.0 KM (14.0 MI) SOUTHEAST OF
 AW5464'SUGARLAND, 14.5 KM (9.0 MI) NORTHWEST OF MANVEL AND 6.4 KM (4.0 MI)
 AW5464'NORTHWEST OF ARCOLA.
 AW5464'OWNERSHIP--MRS SHIRLEY LEDBETTER, 5203 KNIGHT ROAD, ROSHARON TX
 AW5464'77583, PHONE 713-431-2229.
 AW5464'
 AW5464'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND FM
 AW5464'ROAD 521 IN ARCOLA, GO WEST ON STATE HIGHWAY 6 (CROSSING RAILROAD
 AW5464'TRACKS) FOR 0.8 KM (0.5 MI) TO A ROAD LEFT.  TURN LEFT AND GO
 AW5464'SOUTH-SOUTHWEST ON MCKEEVER ROAD FOR 3.9 KM (2.45 MI) TO A BRIDGE
 AW5464'OVER OYSTER CREEK.  CONTINUE AHEAD FOR 1.0 KM (0.65 MI) TO KNIGHT
 AW5464'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) TO
 AW5464'STATION ON THE RIGHT IN A GRASSY AREA THAT IS LOWER THAN ROAD.
 AW5464'
 AW5464'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5464'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5464'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5464'LOGO CAP STAMPED---HGCSD 73 1987---, THE ROD IS RECESSED 8 CM BELOW
 AW5464'THE GROUND SURFACE.  LOCATED 33.2 METERS (109.0 FT) WEST OF A
 AW5464'UTILITY POLE WITH TRANSFORMER, 14.3 METERS (47.0 FT) EAST OF THE
 AW5464'CENTER OF KNIGHT ROAD, 14.0 METERS (46.0 FT) SOUTH OF THE CENTER OF
 AW5464'MICHAEL WAYNE ROAD AND 10.6 METERS (34.8 FT) SOUTHEAST OF SOUTH END
 AW5464'OF A CULVERT.
 AW5464'
 AW5464'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5464'
 AW5464'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5464'
 AW5464'DESCRIBED BY T.F. DAWS.
 AW5464
 AW5464                          STATION RECOVERY (1987)
 AW5464
 AW5464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5464'4.7 KM (2.9 MI) WEST FROM ARCOLA.
 AW5464'THE MARK IS 0.6 M BELOW THE ROADS.
 AW5464'4.7 KM (2.9 MI) WEST ALONG MCKEEVER ROAD FROM THE JUNCTION OF STATE
 AW5464'HIGHWAY 6 AND FM ROAD 521 IN ARCOLA, THENCE 0.10 KM (0.06 MI) NORTH
 AW5464'ALONG KNIGHT ROAD, 14.7 METERS (48.2 FT) EAST OF THE CENTER OF KNIGHT
 AW5464'ROAD, 12.7 METERS (41.7 FT) SOUTH OF THE CENTER OF MICHAEL WAYNE ROAD,
 AW5464'54.4 METERS (178.5 FT) NORTH OF THE CENTER OF A PRIVATE DRIVE, 30.2
 AW5464'METERS (99.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE.
 AW5464'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5464
 AW5464                          STATION RECOVERY (1988)
 AW5464
 AW5464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AW5464'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED,
 AW5464'WITH THE FOLLOWING CHANGES IN THE TO REACH.
 AW5464'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND FARM
 AW5464'ROAD 521 IN ARCOLA.  GO WEST ON STATE HIGHWAY 6 FOR 0.08 KM (0.05 MI)
 AW5464'TO A ROAD LEFT (JUST AFTER CROSSING THE RAILROAD TRACKS).
 AW5464
 AW5464                          STATION RECOVERY (1993)
 AW5464
 AW5464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW5464'THE STATION IS LOCATED ABOUT 23 KM (14.30 MI) SOUTHEAST OF SUGARLAND,
 AW5464'16 KM (9.95 MI) SOUTH OF HOUSTON, 6 KM (3.70 MI) NORTHWEST OF ARCOLA
 AW5464'AND JUST SOUTH OF AN EAST-WEST ROW OF SMALL TREES IN THE NORTHWEST
 AW5464'CORNER OF THE FRONT LAWN AND IN THE SOUTHEAST QUADRANT OF A
 AW5464'T-INTERSECTION AND SLIGHTLY LOWER THAN THE ROAD.  OWNERSHIP--HOWARD
 AW5464'FYLVE, JR, 5203 KNIGHT ROAD, ROSHARON, TX 77583.  NO PHONE NUMBER IS
 AW5464'AVAILABLE.
 AW5464'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 6 AND FARM ROAD 521 IN
 AW5464'ARCOLA, GO NORTHWEST ON HIGHWAY 6 FOR 0.07 KM (0.05 MI) TO A
 AW5464'Y-JUNCTION ON THE LEFT.  TURN LEFT, WEST-SOUTHWEST, ON MCKEEVER ROAD
 AW5464'FOR 3.8 KM (2.35 MI) TO A BRIDGE OVER OYSTER CREEK.  CONTINUE AHEAD,
 AW5464'WEST-SOUTHWEST, ON MCKEEVER ROAD FOR 0.97 KM (0.60 MI) TO KNIGHT ROAD
 AW5464'ON THE RIGHT. TURN RIGHT, NORTH, ON KNIGHT ROAD CROSSING A SMALL
 AW5464'BRIDGE FOR 0.11 KM (0.05 MI) TO THE STATION ON THE RIGHT JUST BEFORE
 AW5464'MICHEAL WAYNE ROAD ON THE RIGHT.
 AW5464'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 AW5464'2.5 CM GREASE FILLED SLEEVE 6.1 M (20.0 FT) LONG ENCASED IN A 12.7 CM
 AW5464'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 AW5464'GROUND.  IT IS 33.2 M (108.9 FT) WEST FROM A POWER POLE WITH A
 AW5464'TRANSFORMER, 14.3 M (46.9 FT) EAST FROM THE CENTER OF KNIGHT ROAD,
 AW5464'14.0 M (45.9 FT) SOUTH FROM THE CENTER OF MICHEAL WAYNE ROAD, AND
 AW5464'10.6 M (34.8 FT) SOUTHEAST FROM THE SOUTH END OF A CONCRETE CULVERT.
 AW5464
 AW5464                          STATION RECOVERY (1994)
 AW5464
 AW5464'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5464'RECOVERED IN GOOD CONDITION.
 AW5464
 AW5464                          STATION RECOVERY (1995)
 AW5464
 AW5464'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW5464'RECOVERED AS DESCRIBED.
 AW5464
 AW5464                          STATION RECOVERY (1998)
 AW5464
 AW5464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AW5464'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED ABOUT 16 KM (9.95
 AW5464'MI) SOUTH OF HOUSTON, 23 KM (14.30 MI) SOUTHEAST OF SUGARLAND, 6 KM
 AW5464'(3.70 MI) NORTHWEST OF ARCOLA ON PRIVATE LAND IN A RESIDENTIAL
 AW5464'SUBDIVISION.  OWNERSHIP--GWEN AND HOWARD FYLVE JR, 5203 KNIGHT ROAD,
 AW5464'ROSHARON TX 77583, PHONE UNLISTED.  KNOCK ON DOOR AND ADVISE WHEN ON
 AW5464'PREMISES.  TO REACH THE STATION FROM LOOP STATE HIGHWAY 6 AT THE US
 AW5464'HIGHWAY 59 OVERPASS ON THE SOUTHWEST SIDE OF HOUSTON, GO SOUTHEAST ON
 AW5464'LOOP STATE HIGHWAY 6 FOR A TOTAL OF 11.3 KM (7.00 MI) PASSING FARM
 AW5464'ROAD 1092 ON LEFT AT 6.8 KM (4.20 MI) TO A PARK ENTRANCE LEFT AND A
 AW5464'BOULEVARD ON RIGHT.  TURN RIGHT AND GO SOUTH ON SIENNA PARKWAY FOR 3.3
 AW5464'KM (2.05 MI) TO A ROAD ON LEFT JUST PAST A BRIDGE OVER A CREEK. TURN
 AW5464'LEFT AND GO EAST, SOUTHEAST, THEN EAST ON MCKEEVER ROAD FOR 1.8 KM
 AW5464'(1.10 MI) TO A ROAD ON LEFT.  TURN LEFT AND GO NORTH ON ON KNIGHT ROAD
 AW5464'FOR 0.08 KM (0.05 MI) TO MICHAEL WAYNE ROAD AHEAD RIGHT AND THE
 AW5464'STATION ON RIGHT.  THE MARK IS A PUNCH HOLE AT TOP CENTER OF A
 AW5464'STAINLESS STEEL ROD DRIVEN TO RECORD LENGTH OF 16.2 M (53.1 FT) IN A
 AW5464'2.5 CM (1 IN) GREASE FILLED NONFLUTED SLEEVE OF RECORD LENGTH 6.2 M
 AW5464'(20.3 FT) ENCASED IN A 12.7 CM (5 IN) PVC PIPE WITH NGS LOGO CAP
 AW5464'SURROUNDED WITH CONCRETE.  THE LOGO CAP IS FLUSH WITH THE GROUND. THE
 AW5464'MARK IS RECESSED 5 CM BELOW THE TOP OF THE LOGO CAP.  THE STATION IS
 AW5464'LOCATED 33.3 M (109.3 FT) WEST FROM A WOOD UTILITY POLE WITH
 AW5464'TRANSFORMER, 14.3 M (46.9 FT) EAST FROM KNIGHT ROAD CENTER, 13.3 M
 AW5464'(43.6 FT) SOUTH FROM MICHAEL ROAD CENTER, 10.6 M (34.8 FT) SOUTHEAST
 AW5464'FROM THE SOUTH END OF A CONCRETE CULVERT, 6.1 M (20.0 FT) NORTH FROM
 AW5464'AN OVERHEAD HIGH VOLTAGE ELECTRIC LINE, 2.5 M (8.2 FT) SOUTH FROM AN
 AW5464'OVERHEAD LOCAL ELECTRIC LINE.
 AW5464
 AW5464                          STATION RECOVERY (2004)
 AW5464
 AW5464'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5464'VERY GOOD DESCRIPTION.
 AW5464
 AW5464                          STATION RECOVERY (2005)
 AW5464
 AW5464'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5686 ***********************************************************************
 AW5686  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5686  DESIGNATION -  HGCSD 74
 AW5686  PID         -  AW5686
 AW5686  STATE/COUNTY-  TX/BRAZORIA
 AW5686  USGS QUAD   -  JULIFF (1974)
 AW5686
 AW5686                         *CURRENT SURVEY CONTROL
 AW5686  ___________________________________________________________________
 AW5686* NAD 83(1993)-  29 29 23.98731(N)    095 24 56.26870(W)     ADJUSTED  
 AW5686* NAVD 88     -        17.14   (meters)      56.2    (feet)  GPS OBS   
 AW5686  ___________________________________________________________________
 AW5686  X           -    -524,402.668 (meters)                     COMP
 AW5686  Y           -  -5,531,494.333 (meters)                     COMP
 AW5686  Z           -   3,121,284.730 (meters)                     COMP
 AW5686  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW5686  ELLIP HEIGHT-          -9.91  (meters)          (12/03/01) GPS OBS
 AW5686  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW5686  DYNAMIC HT  -          17.11  (meters)      56.1   (feet)  COMP
 AW5686  MODELED GRAV-     979,266.7   (mgal)                       NAVD 88
 AW5686
 AW5686  HORZ ORDER  -  FIRST
 AW5686  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5686  ELLP ORDER  -  FOURTH    CLASS II
 AW5686
 AW5686.The horizontal coordinates were established by GPS observations
 AW5686.and adjusted by the National Geodetic Survey in December 2001..
 AW5686
 AW5686.The orthometric height was determined by GPS observations and a
 AW5686.high-resolution geoid model using precise GPS observation and
 AW5686.processing techniques. It supersedes the leveled height previously
 AW5686.determined for this station.
 AW5686.The vertical order pertains to the first NAVD 88 superseded value.
 AW5686
 AW5686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5686
 AW5686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5686
 AW5686.The ellipsoidal height was determined by GPS observations
 AW5686.and is referenced to NAD 83.
 AW5686
 AW5686.The geoid height was determined by GEOID03.
 AW5686
 AW5686.The dynamic height is computed by dividing the NAVD 88
 AW5686.geopotential number by the normal gravity value computed on the
 AW5686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5686.degrees latitude (g = 980.6199 gals.).
 AW5686
 AW5686.The modeled gravity was interpolated from observed gravity values.
 AW5686
 AW5686;                    North         East     Units Scale Factor Converg.
 AW5686;SPC TXSC     - 4,188,927.709   947,496.503   MT  0.99986689   +1 45 21.7
 AW5686;SPC TXSC     -13,743,173.66  3,108,578.11   sFT  0.99986689   +1 45 21.7
 AW5686;UTM  15      - 3,264,706.283   265,799.983   MT  1.00027684   -1 11 22.9
 AW5686
 AW5686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5686!SPC TXSC     -   1.00000156  x   0.99986689  =   0.99986845
 AW5686!UTM  15      -   1.00000156  x   1.00027684  =   1.00027840
 AW5686
 AW5686                          SUPERSEDED SURVEY CONTROL
 AW5686
 AW5686  ELLIP H (10/25/00)   -9.93   (m)                       GP(       ) 4 1
 AW5686  NAD 83(1993)-  29 29 23.98751(N)    095 24 56.26770(W) AD(       ) 1
 AW5686  ELLIP H (10/17/96)   -9.80   (m)                       GP(       ) 3 1
 AW5686  NAD 83(1993)-  29 29 23.98796(N)    095 24 56.26783(W) AD(       ) 1
 AW5686  ELLIP H (02/16/96)   -9.95   (m)                       GP(       ) 5 1
 AW5686  ELLIP H (01/21/93)   -9.99   (m)                       GP(       ) 4 2
 AW5686  NAD 83(1986)-  29 29 24.00179(N)    095 24 56.24721(W) AD(       ) 1
 AW5686  NAD 27      -  29 29 23.15766(N)    095 24 55.47122(W) AD(       ) 3
 AW5686  NAVD 88 (06/15/91)   17.197  (m)           56.42   (f) ADJUSTED    1 2
 AW5686  NGVD 29 (12/23/87)   17.193  (m)           56.41   (f) ADJUSTED    1 2
 AW5686
 AW5686.Superseded values are not recommended for survey control.
 AW5686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5686.See file dsdata.txt to determine how the superseded data were derived.
 AW5686
 AW5686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6580064706(NAD 83)
 AW5686_MARKER: I = METAL ROD
 AW5686_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5686_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5686_STAMPING: HGCSD 74 1986
 AW5686_MARK LOGO: NGS   
 AW5686_PROJECTION: FLUSH
 AW5686_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5686+STABILITY: POSITION/ELEVATION WELL
 AW5686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5686+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 AW5686_ROD/PIPE-DEPTH: 28.0 meters
 AW5686_SLEEVE-DEPTH  : 6.2 meters
 AW5686
 AW5686  HISTORY     - Date     Condition        Report By
 AW5686  HISTORY     - 1986     MONUMENTED       NGS
 AW5686  HISTORY     - 1987     GOOD             NGS
 AW5686  HISTORY     - 19880415 GOOD             NGS
 AW5686  HISTORY     - 19900804 GOOD             USPSQD
 AW5686  HISTORY     - 19950104 GOOD             HGCSD
 AW5686  HISTORY     - 20040423 GOOD             LJA
 AW5686
 AW5686                          STATION DESCRIPTION
 AW5686
 AW5686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5686'6.8 KM (4.25 MI) NW FROM MANVEL.
 AW5686'6.1 KM (3.8 FT) WEST ALONG THE ATCHINSON, TOPEKA AND SANTA FE RAILROAD
 AW5686'FROM THE STATION IN MANVEL, THENCE 0.7 KM (0.45 MI) NORTH ALONG COUNTY
 AW5686'ROAD 48, IN THE SOUTHEAST CORNER OF THE SACRED HEART AND JESUS
 AW5686'CATHOLIC CHURCH YARD, 23.0 METERS (75.5 FT) SOUTH OF THE CENTER OF THE
 AW5686'SOUTH DRIVE OF A HORSE SHOE DRIVE OF THE CHURCH, 21.3 METERS (69.9 FT)
 AW5686'NORTH OF THE CENTER OF COUNTY ROAD 37, 18.5 METERS (60.7 FT) SOUTHEAST
 AW5686'OF THE SOUTHEAST CORNER OF THE CHURCH, 13.6 METERS (44.6 FT) WEST OF
 AW5686'THE CENTER OF COUNTY ROAD 48, 3.1 METERS (10.2 FT) EAST OF THE EAST
 AW5686'CORNER OF THE FOUNDATION OF THE BRICK CHURCH SIGN.  NOTE--ACCESS TO
 AW5686'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5686'THE MARK IS ABOVE LEVEL WITH ROADS.
 AW5686
 AW5686                          STATION RECOVERY (1987)
 AW5686
 AW5686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5686'THE STATION IS LOCATED ABOUT
 AW5686'16.1 KM (10.0 MI)
 AW5686'SOUTH-SOUTHWEST OF PEARLAND, 7.2 KM (4.5 MI) WEST OF MANVEL,
 AW5686'5.6 KM (3.5 MI) EAST OF ARCOLA AND ON PROPERTY OF THE SACRED HEART
 AW5686'OF JESUS CATHOLIC CHURCH.
 AW5686'OWNERSHIP--SACRED HEART OF JESUS CATHOLIC CHURCH, BOB MATZINGER,
 AW5686'PASTOR, 6502 COUNTY ROAD 48, MANVEL TX 77578, PHONE
 AW5686'713-489-8720.
 AW5686'
 AW5686'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND STATE
 AW5686'HIGHWAY 288, ABOUT 4.8 KM (3.0 MI) WEST OF MANVEL, GO WEST ON STATE
 AW5686'HIGHWAY 6 FOR 1.5 KM (0.95 MI) TO A CROSSROAD AT FLASHING CAUTION
 AW5686'LIGHTS.  TURN RIGHT AND GO NORTH ON COUNTY ROAD 37 FOR
 AW5686'O.2 KM (0.15 MI) TO THE CHURCH AND STATION ON THE LEFT.
 AW5686'
 AW5686'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5686'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5686'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5686'LOGO CAP STAMPED---HGCSD 74 1986---, THE ROD IS RECESSED 8 CM
 AW5686'BELOW THE GROUND SURFACE.  LOCATED 22.6 METERS (74.1 FT) NORTH OF
 AW5686'THE CENTER OF COUNTY ROAD 37, 13.2 METERS (43.3 FT) WEST OF
 AW5686'ENTRANCE DRIVE TO CHURCH AND 3.8 METERS (12.6 FT) NORTHEAST OF THE
 AW5686'NORTHEAST CORNER OF A BRICK CHURCH SIGN.
 AW5686'
 AW5686'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5686'
 AW5686'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5686'
 AW5686'DESCRIBED BY D.A. BOWLING.
 AW5686
 AW5686                          STATION RECOVERY (1988)
 AW5686
 AW5686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AW5686'71E STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
 AW5686'WITH THE EXCEPTION OF THE FOLLOWING CHANGES.
 AW5686'THE STATION IS LOCATED 21.8 M (71.5 FT) NORTH OF THE CENTER OF COUNTY
 AW5686'ROAD 37, 19.5 M (64.0 FT) SOUTH OF THE SOUTH ENTRANCE DRIVE TO THE
 AW5686'CHURCH, 13.6 M (44.6 FT) WEST OF THE CENTER OF COUNTY ROAD 48, AND
 AW5686'3.4 M (11.2 FT) EAST OF THE CENTER OF A BRICK PIER OF THE CHURCH
 AW5686'SIGN.
 AW5686'DESCRIBED BY R.D.B.
 AW5686
 AW5686                          STATION RECOVERY (1990)
 AW5686
 AW5686'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW5686'RECOVERED IN GOOD CONDITION.
 AW5686
 AW5686                          STATION RECOVERY (1995)
 AW5686
 AW5686'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW5686'RECOVERED AS DESCRIBED.
 AW5686
 AW5686                          STATION RECOVERY (2004)
 AW5686
 AW5686'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2004 (RHC)
 AW5686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5683 ***********************************************************************
 AW5683  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5683  DESIGNATION -  HGCSD 75
 AW5683  PID         -  AW5683
 AW5683  STATE/COUNTY-  TX/BRAZORIA
 AW5683  USGS QUAD   -  MANVEL (1974)
 AW5683
 AW5683                         *CURRENT SURVEY CONTROL
 AW5683  ___________________________________________________________________
 AW5683* NAD 83(1993)-  29 26 58.46539(N)    095 18 59.13571(W)     ADJUSTED  
 AW5683* NAVD 88     -        14.79   (meters)      48.5    (feet)  GPS OBS   
 AW5683  ___________________________________________________________________
 AW5683  X           -    -515,028.552 (meters)                     COMP
 AW5683  Y           -  -5,534,586.859 (meters)                     COMP
 AW5683  Z           -   3,117,382.744 (meters)                     COMP
 AW5683  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW5683  ELLIP HEIGHT-         -12.17  (meters)          (12/03/01) GPS OBS
 AW5683  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW5683  DYNAMIC HT  -          14.77  (meters)      48.5   (feet)  COMP
 AW5683  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 AW5683
 AW5683  HORZ ORDER  -  FIRST
 AW5683  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5683  ELLP ORDER  -  FOURTH    CLASS II
 AW5683
 AW5683.The horizontal coordinates were established by GPS observations
 AW5683.and adjusted by the National Geodetic Survey in December 2001..
 AW5683
 AW5683.The orthometric height was determined by GPS observations and a
 AW5683.high-resolution geoid model using precise GPS observation and
 AW5683.processing techniques. It supersedes the leveled height previously
 AW5683.determined for this station.
 AW5683.The vertical order pertains to the first NAVD 88 superseded value.
 AW5683
 AW5683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5683
 AW5683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5683
 AW5683.The ellipsoidal height was determined by GPS observations
 AW5683.and is referenced to NAD 83.
 AW5683
 AW5683.The geoid height was determined by GEOID03.
 AW5683
 AW5683.The dynamic height is computed by dividing the NAVD 88
 AW5683.geopotential number by the normal gravity value computed on the
 AW5683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5683.degrees latitude (g = 980.6199 gals.).
 AW5683
 AW5683.The modeled gravity was interpolated from observed gravity values.
 AW5683
 AW5683;                    North         East     Units Scale Factor Converg.
 AW5683;SPC TXSC     - 4,184,748.771   957,252.012   MT  0.99986524   +1 48 16.7
 AW5683;SPC TXSC     -13,729,463.26  3,140,584.31   sFT  0.99986524   +1 48 16.7
 AW5683;UTM  15      - 3,260,029.884   275,331.573   MT  1.00022287   -1 08 21.7
 AW5683
 AW5683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5683!SPC TXSC     -   1.00000191  x   0.99986524  =   0.99986715
 AW5683!UTM  15      -   1.00000191  x   1.00022287  =   1.00022478
 AW5683
 AW5683                          SUPERSEDED SURVEY CONTROL
 AW5683
 AW5683  ELLIP H (10/25/00)  -12.17   (m)                       GP(       ) 4 1
 AW5683  NAD 83(1993)-  29 26 58.46556(N)    095 18 59.13477(W) AD(       ) 1
 AW5683  ELLIP H (10/17/96)  -12.05   (m)                       GP(       ) 3 1
 AW5683  NAD 83(1993)-  29 26 58.46583(N)    095 18 59.13477(W) AD(       ) 1
 AW5683  ELLIP H (02/16/96)  -12.20   (m)                       GP(       ) 5 1
 AW5683  ELLIP H (01/21/93)  -12.28   (m)                       GP(       ) 4 2
 AW5683  NAD 83(1986)-  29 26 58.47945(N)    095 18 59.11436(W) AD(       ) 1
 AW5683  NAVD 88 (06/15/91)   14.830  (m)           48.65   (f) ADJUSTED    1 2
 AW5683  NGVD 29 (12/23/87)   14.826  (m)           48.64   (f) ADJUSTED    1 2
 AW5683
 AW5683.Superseded values are not recommended for survey control.
 AW5683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5683.See file dsdata.txt to determine how the superseded data were derived.
 AW5683
 AW5683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7533260030(NAD 83)
 AW5683_MARKER: I = METAL ROD
 AW5683_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5683_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5683_STAMPING: HGCSD 75 1987
 AW5683_MARK LOGO: NGS   
 AW5683_PROJECTION: RECESSED 1 CENTIMETERS
 AW5683_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5683+STABILITY: POSITION/ELEVATION WELL
 AW5683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5683+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 AW5683_ROD/PIPE-DEPTH: 13.4 meters
 AW5683_SLEEVE-DEPTH  : 6.1 meters
 AW5683
 AW5683  HISTORY     - Date     Condition        Report By
 AW5683  HISTORY     - 1987     MONUMENTED       NGS
 AW5683  HISTORY     - 1987     GOOD             NGS
 AW5683  HISTORY     - 19950110 GOOD             HGCSD
 AW5683  HISTORY     - 19960928 GOOD             USPSQD
 AW5683  HISTORY     - 20060613 GOOD             LJA
 AW5683
 AW5683                          STATION DESCRIPTION
 AW5683
 AW5683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5683'THE STATION IS LOCATED ABOUT 35.4 KM (22.0 MI)
 AW5683'SOUTH OF HOUSTON, 8.0 KM (5.0 MI) WEST OF ALVIN AND 4.8 KM (3.0 MI)
 AW5683'EAST OF MANVEL.
 AW5683'OWNERSHIP--GEORGE W ABBOTT, ROUTE 1, BOX 144, ALVIN TX 77511,
 AW5683'PHONE 713-331-4700.
 AW5683'
 AW5683'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6 AND FM
 AW5683'ROAD 1128 IN MANVEL, GO EAST-SOUTHEAST ON STATE HIGHWAY 6 FOR 4.2
 AW5683'KM (2.6 MI) TO COUNTY ROAD 99 ON THE RIGHT.  TURN RIGHT AND GO
 AW5683'SOUTHERLY FOR  0.4 KM (0.25 MI) TO A T-ROAD (JUST AFTER CROSSING
 AW5683'TRACKS), TURN LEFT AND GO EASTERLY FOR 0.2 KM (0.15 MI) TO A
 AW5683'DRIVEWAY ON THE RIGHT AND THE STATION ON THE EAST SIDE OF DRIVEWAY.
 AW5683'
 AW5683'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5683'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5683'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5683'LOGO CAP STAMPED---HGCSD 75 1987---, THE ROD IS RECESSED 8 CM BELOW
 AW5683'THE GROUND SURFACE.  LOCATED 17.4 METERS (57.1 FT) SOUTH OF THE
 AW5683'CENTERLINE OF ROAD, 6.0 METERS (19.8 FT) SOUTHEAST OF CENTER OF
 AW5683'DRIVEWAY AND 0.9 METERS (3.1 FT) NORTHWEST OF FENCE AND CARSONITE
 AW5683'WITNESS POST.
 AW5683'
 AW5683'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5683'
 AW5683'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5683'
 AW5683'DESCRIBED BY T.F. DAWS.
 AW5683
 AW5683                          STATION RECOVERY (1987)
 AW5683
 AW5683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5683'5.3 KM (3.3 MI) EAST FROM MANVEL.
 AW5683'5.3 KM (3.3 MI) EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 AW5683'FROM THE STATION (NOW A STORAGE HOUSE) IN MANVEL, 42.3 METERS (137.8
 AW5683'FT) SOUTH OF THE SOUTH RAIL, 17.2 METERS (56.4 FT) SOUTH OF THE CENTER
 AW5683'OF FARM ROAD 190, 8.9 METERS (29.2 FT) SOUTH OF A FENCE CORNER POST,
 AW5683'5.8 METERS (19.0 FT) EAST OF THE CENTER OF DRIVEWAY TO HOUSE 9800.
 AW5683'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5683'THE MARK IS 1.1 METERS  W FROM  WITNESS POST AND FENCE
 AW5683'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 AW5683
 AW5683                          STATION RECOVERY (1995)
 AW5683
 AW5683'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW5683'RECOVERED AS DESCRIBED.
 AW5683
 AW5683                          STATION RECOVERY (1996)
 AW5683
 AW5683'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5683'RECOVERED IN GOOD CONDITION.
 AW5683
 AW5683                          STATION RECOVERY (2006)
 AW5683
 AW5683'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2006 (RHC)
 AW5683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5552 ***********************************************************************
 AW5552  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5552  DESIGNATION -  HGCSD 76
 AW5552  PID         -  AW5552
 AW5552  STATE/COUNTY-  TX/BRAZORIA
 AW5552  USGS QUAD   -  PEARLAND (1995)
 AW5552
 AW5552                         *CURRENT SURVEY CONTROL
 AW5552  ___________________________________________________________________
 AW5552* NAD 83(1993)-  29 32 49.01979(N)    095 16 50.27967(W)     ADJUSTED  
 AW5552* NAVD 88     -        13.88   (meters)      45.5    (feet)  GPS OBS   
 AW5552  ___________________________________________________________________
 AW5552  X           -    -511,081.714 (meters)                     COMP
 AW5552  Y           -  -5,529,614.474 (meters)                     COMP
 AW5552  Z           -   3,126,776.626 (meters)                     COMP
 AW5552  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW5552  ELLIP HEIGHT-         -13.20  (meters)          (12/03/01) GPS OBS
 AW5552  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW5552  DYNAMIC HT  -          13.87  (meters)      45.5   (feet)  COMP
 AW5552  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 AW5552
 AW5552  HORZ ORDER  -  FIRST
 AW5552  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5552  ELLP ORDER  -  FOURTH    CLASS II
 AW5552
 AW5552.The horizontal coordinates were established by GPS observations
 AW5552.and adjusted by the National Geodetic Survey in December 2001..
 AW5552
 AW5552.The orthometric height was determined by GPS observations and a
 AW5552.high-resolution geoid model using precise GPS observation and
 AW5552.processing techniques. It supersedes the leveled height previously
 AW5552.determined for this station.
 AW5552.WARNING-GPS observations at this control monument resulted in a GPS
 AW5552.derived orthometric height which differed from the leveled height by
 AW5552.more than one decimeter (0.1 meter).
 AW5552.The vertical order pertains to the first NAVD 88 superseded value.
 AW5552
 AW5552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5552
 AW5552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5552
 AW5552.The ellipsoidal height was determined by GPS observations
 AW5552.and is referenced to NAD 83.
 AW5552
 AW5552.The geoid height was determined by GEOID03.
 AW5552
 AW5552.The dynamic height is computed by dividing the NAVD 88
 AW5552.geopotential number by the normal gravity value computed on the
 AW5552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5552.degrees latitude (g = 980.6199 gals.).
 AW5552
 AW5552.The modeled gravity was interpolated from observed gravity values.
 AW5552
 AW5552;                    North         East     Units Scale Factor Converg.
 AW5552;SPC TXSC     - 4,195,645.325   960,379.109   MT  0.99987007   +1 49 19.8
 AW5552;SPC TXSC     -13,765,213.04  3,150,843.79   sFT  0.99987007   +1 49 19.8
 AW5552;UTM  15      - 3,270,755.046   279,015.769   MT  1.00020259   -1 07 30.4
 AW5552
 AW5552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5552!SPC TXSC     -   1.00000207  x   0.99987007  =   0.99987214
 AW5552!UTM  15      -   1.00000207  x   1.00020259  =   1.00020466
 AW5552
 AW5552                          SUPERSEDED SURVEY CONTROL
 AW5552
 AW5552  ELLIP H (10/25/00)  -13.14   (m)                       GP(       ) 4 1
 AW5552  NAD 83(1993)-  29 32 49.01995(N)    095 16 50.27921(W) AD(       ) 1
 AW5552  ELLIP H (10/17/96)  -13.01   (m)                       GP(       ) 3 1
 AW5552  NAD 83(1993)-  29 32 49.02005(N)    095 16 50.27910(W) AD(       ) 1
 AW5552  ELLIP H (02/16/96)  -13.19   (m)                       GP(       ) 5 1
 AW5552  NAD 83(1986)-  29 32 49.03390(N)    095 16 50.25818(W) AD(       ) 1
 AW5552  NAVD 88 (06/15/91)   14.027  (m)           46.02   (f) ADJUSTED    1 2
 AW5552  NGVD 29 (12/23/87)   14.023  (m)           46.01   (f) ADJUSTED    1 2
 AW5552
 AW5552.Superseded values are not recommended for survey control.
 AW5552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5552.See file dsdata.txt to determine how the superseded data were derived.
 AW5552
 AW5552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7901670755(NAD 83)
 AW5552_MARKER: I = METAL ROD
 AW5552_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5552_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5552_STAMPING: HGCSD 76 1986
 AW5552_MARK LOGO: NGS   
 AW5552_PROJECTION: FLUSH
 AW5552_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5552+STABILITY: POSITION/ELEVATION WELL
 AW5552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5552+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2002
 AW5552_ROD/PIPE-DEPTH: 11.9 meters
 AW5552_SLEEVE-DEPTH  : 6.1 meters
 AW5552
 AW5552  HISTORY     - Date     Condition        Report By
 AW5552  HISTORY     - 1986     MONUMENTED       NGS
 AW5552  HISTORY     - 1987     GOOD             NGS
 AW5552  HISTORY     - 19941207 GOOD             HGCSD
 AW5552  HISTORY     - 20010728 GOOD             USPSQD
 AW5552  HISTORY     - 20020627 GOOD             INDIV
 AW5552
 AW5552                          STATION DESCRIPTION
 AW5552
 AW5552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5552'2.4 KM (1.5 MI) SOUTH FROM PEARLAND.
 AW5552'2.2 KM (1.35 MI) SOUTHERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 AW5552'RAILROAD FROM THE STATION IN PEARLAND, THENCE 0.2 KM (0.1 MI) EASTERLY
 AW5552'ALONG MAGNOLIA ROAD, 41.6 M (136.5 FT) NORTH OF THE CENTERLINE OF THE
 AW5552'ROAD, 25.6 M (84.0 FT) EAST OF THE SOUTHEAST CORNER OF THE BLUE HOCK
 AW5552'WELL SERVICE OFFICE AT 3801 MAGNOLIA ROAD, 4.8 M (15.7 FT) WEST OF THE
 AW5552'CENTER OF AN ENTRANCE DRIVEWAY, AND 1.9 M (6.2 FT) SOUTH OF A CHAIN
 AW5552'LINK FENCE AROUND THE COMPOUND.  NOTE--ACCESS TO DATUM POINT IS
 AW5552'THROUGH A 5-INCH LOGO CAP.
 AW5552'THE MARK IS 1.8 METERS  S FROM  A WITNESS POST
 AW5552'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5552
 AW5552                          STATION RECOVERY (1987)
 AW5552
 AW5552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5552'THE STATION IS LOCATED ABOUT
 AW5552'14.5 KM (9.0 MI) WEST-NORTHWEST OF
 AW5552'ALVIN, 13.7 KM (8.5 MI) EAST-NORTHEAST OF MANVEL AND 9.7 KM (6.0
 AW5552'MI) WEST OF FRIENDSWOOD.
 AW5552'OWNERSHIP--BLUE HAWK WELL SERVICE, MR BOB DAVIS, 3801 MAGNOLIA ROAD,
 AW5552'PEARLAND TX 77581, PHONE 713-482-6597.
 AW5552'
 AW5552'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND FM
 AW5552'518 IN PEARLAND, GO SOUTH ON STATE HIGHWAY 35 FOR 2.2 KM (1.4 MI)
 AW5552'TO MAGNOLIA ROAD ON THE RIGHT, TURN RIGHT AND GO WEST FOR 0.3 KM
 AW5552'(O.2 MI) TO THE ENTRANCE TO BLUE HAWK WELL SERVICE ON THE RIGHT AND
 AW5552'THE CHANCE COLLAR COMPANY ON THE LEFT.  TURN RIGHT ON ENTRANCE
 AW5552'DRIVE FOR ABOUT 30 METERS (100 FT) TO A FENCE AND STATION ON THE
 AW5552'LEFT.
 AW5552'
 AW5552'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5552'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AW5552'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AW5552'LOGO CAP STAMPED---HGCSD 76 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5552'THE GROUND SURFACE.  LOCATED 41.5 METERS (136.2 FT) NORTH OF THE
 AW5552'CENTER OF MAGNOLIA ROAD, 32.6 METERS (107.0 FT) NORTH-NORTHEAST OF
 AW5552'POLE NUMBER 801, 25.6 METERS (84.0 FT) EAST OF THE SOUTHEAST CORNER
 AW5552'OF OFFICE BUILDING, 5.1 METERS (16.7 FT) WEST OF THE CENTER OF
 AW5552'ENTRANCE DRIVE AND 2.0 METERS (6.6 FT) WEST OF A WITNESS POST IN A
 AW5552'FENCELINE.
 AW5552'
 AW5552'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5552'
 AW5552'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 AW5552'
 AW5552'DESCRIBED BY D.A. BOWLING.
 AW5552
 AW5552                          STATION RECOVERY (1994)
 AW5552
 AW5552'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5552'RECOVERED AS DESCRIBED.
 AW5552
 AW5552                          STATION RECOVERY (2001)
 AW5552
 AW5552'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW5552'RECOVERED IN GOOD CONDITION.
 AW5552
 AW5552                          STATION RECOVERY (2002)
 AW5552
 AW5552'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JS)
 AW5552'RECOVERED IN GOOD SHAPE AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2557 ***********************************************************************
 AX2557  HT_MOD      -  This is a Height Modernization Survey Station.
 AX2557  DESIGNATION -  HGCSD 77
 AX2557  PID         -  AX2557
 AX2557  STATE/COUNTY-  TX/WHARTON
 AX2557  USGS QUAD   -  EL CAMPO (1981)
 AX2557
 AX2557                         *CURRENT SURVEY CONTROL
 AX2557  ___________________________________________________________________
 AX2557* NAD 83(1993)-  29 12 01.71855(N)    096 15 38.67057(W)     ADJUSTED  
 AX2557* NAVD 88     -        31.64   (meters)     103.8    (feet)  GPS OBS   
 AX2557  ___________________________________________________________________
 AX2557  X           -    -607,648.516 (meters)                     COMP
 AX2557  Y           -  -5,538,803.362 (meters)                     COMP
 AX2557  Z           -   3,093,318.900 (meters)                     COMP
 AX2557  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AX2557  ELLIP HEIGHT-           4.49  (meters)          (12/03/01) GPS OBS
 AX2557  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX2557  DYNAMIC HT  -          31.59  (meters)     103.6   (feet)  COMP
 AX2557  MODELED GRAV-     979,236.2   (mgal)                       NAVD 88
 AX2557
 AX2557  HORZ ORDER  -  FIRST
 AX2557  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2557  ELLP ORDER  -  FOURTH    CLASS II
 AX2557
 AX2557.The horizontal coordinates were established by GPS observations
 AX2557.and adjusted by the National Geodetic Survey in December 2001..
 AX2557
 AX2557.The orthometric height was determined by GPS observations and a
 AX2557.high-resolution geoid model using precise GPS observation and
 AX2557.processing techniques. It supersedes the leveled height previously
 AX2557.determined for this station.
 AX2557.WARNING-GPS observations at this control monument resulted in a GPS
 AX2557.derived orthometric height which differed from the leveled height by
 AX2557.more than one decimeter (0.1 meter).
 AX2557.The vertical order pertains to the first NAVD 88 superseded value.
 AX2557
 AX2557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX2557
 AX2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2557
 AX2557.The ellipsoidal height was determined by GPS observations
 AX2557.and is referenced to NAD 83.
 AX2557
 AX2557.The geoid height was determined by GEOID03.
 AX2557
 AX2557.The dynamic height is computed by dividing the NAVD 88
 AX2557.geopotential number by the normal gravity value computed on the
 AX2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2557.degrees latitude (g = 980.6199 gals.).
 AX2557
 AX2557.The modeled gravity was interpolated from observed gravity values.
 AX2557
 AX2557;                    North         East     Units Scale Factor Converg.
 AX2557;SPC TXSC     - 4,154,635.013   866,333.614   MT  0.99986598   +1 20 31.2
 AX2557;SPC TXSC     -13,630,665.04  2,842,296.20   sFT  0.99986598   +1 20 31.2
 AX2557;UTM  14      - 3,233,304.760   766,340.659   MT  1.00047544   +1 20 13.9
 AX2557
 AX2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2557!SPC TXSC     -   0.99999929  x   0.99986598  =   0.99986527
 AX2557!UTM  14      -   0.99999929  x   1.00047544  =   1.00047473
 AX2557
 AX2557                          SUPERSEDED SURVEY CONTROL
 AX2557
 AX2557  NAD 83(1993)-  29 12 01.71957(N)    096 15 38.67226(W) AD(       ) 1
 AX2557  ELLIP H (02/16/96)    4.63   (m)                       GP(       ) 5 1
 AX2557  ELLIP H (01/21/93)    4.36   (m)                       GP(       ) 4 2
 AX2557  NAD 83(1986)-  29 12 01.73502(N)    096 15 38.65427(W) AD(       ) 1
 AX2557  NAVD 88 (06/15/91)   31.802  (m)          104.34   (f) ADJUSTED    1 1
 AX2557  NGVD 29 (12/23/87)   31.807  (m)          104.35   (f) ADJUSTED    1 1
 AX2557
 AX2557.Superseded values are not recommended for survey control.
 AX2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2557.See file dsdata.txt to determine how the superseded data were derived.
 AX2557
 AX2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT6634133305(NAD 83)
 AX2557_MARKER: I = METAL ROD
 AX2557_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AX2557_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AX2557_STAMPING: HGCSD 77 1987
 AX2557_MARK LOGO: NGS   
 AX2557_PROJECTION: FLUSH
 AX2557_MAGNETIC: I = MARKER IS A STEEL ROD
 AX2557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2557+STABILITY: POSITION/ELEVATION WELL
 AX2557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2557+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 AX2557_ROD/PIPE-DEPTH: 21.9 meters
 AX2557_SLEEVE-DEPTH  : 6.1 meters
 AX2557
 AX2557  HISTORY     - Date     Condition        Report By
 AX2557  HISTORY     - 1987     MONUMENTED       NGS
 AX2557  HISTORY     - 1987     GOOD             NGS
 AX2557  HISTORY     - 1990     GOOD             USPSQD
 AX2557  HISTORY     - 20041020 GOOD             INDIV
 AX2557
 AX2557                          STATION DESCRIPTION
 AX2557
 AX2557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AX2557'THE STATION IS LOCATED
 AX2557'IN THE CITY OF EL CAMPO.
 AX2557'OWNERSHIP--SOUTHERN PACIFIC RAILROAD, PO BOX 1319, HOUSTON TX 77251,
 AX2557'PHONE 713-220-6200.
 AX2557'
 AX2557'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND LOOP
 AX2557'525 IN EL CAMPO, GO EAST ON LOOP 525 FOR 1.0 KM (0.6 MI) TO THE
 AX2557'INTERSECTION OF FARM ROAD 653 AND LOOP 525.  TURN RIGHT AND GO
 AX2557'SOUTH ON FARM ROAD 653 FOR 0.2 KM (0.1 MI) TO THE SOUTHERN PACIFIC
 AX2557'RAILROAD CROSSING AND THE STATION ON THE LEFT.
 AX2557'
 AX2557'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AX2557'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AX2557'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AX2557'LOGO CAP STAMPED---HGCSD 77 1987---, THE ROD IS RECESSED 9 CM BELOW
 AX2557'THE GROUND.  LOCATED 24.1 METERS (79.0 FT) NORTHEAST OF THE CENTER
 AX2557'OF FARM ROAD 653, 14.3 METERS (47.0 FT) NORTHWEST OF THE CENTER OF
 AX2557'BLUE CREEK ROAD, 7.6 METERS (25.0 FT) NORTH OF A POWERLINE POLE,
 AX2557'7.5 METERS (24.5 FT) SOUTHEAST OF THE MOST SOUTHEAST OF FOUR RAILS
 AX2557'AND 5.3 METERS (17.5 FT) SOUTHEAST OF RAILROAD SWITCH 8059.
 AX2557'
 AX2557'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AX2557'
 AX2557'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AX2557'
 AX2557'DESCRIBED BY D.R. LOKKEN.
 AX2557
 AX2557                          STATION RECOVERY (1987)
 AX2557
 AX2557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX2557'1.1 KM (0.7 MI) NE FROM EL CAMPO.
 AX2557'0.90 KM (0.56 MI) NORTHEAST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION
 AX2557'OF STATE HIGHWAY 71 IN EL CAMPO, THENCE 0.16 KM (0.10 MI) SOUTHEAST
 AX2557'ALONG FM ROAD 653, 24.0 METERS (78.7 FT) NORTHEAST OF THE CENTERLINE
 AX2557'OF FM ROAD 653, 14.3 METERS (46.9 FT) NORTHWEST OF THE CENTER OF BLUE
 AX2557'CREEK ROAD, 7.4 METERS (24.3 FT) SOUTHEAST OF THE SOUTHEASTMOST RAIL
 AX2557'OF THE SOUTHERN PACIFIC RAILROAD, 7.7 METERS (25.3 FT) NORTH OF A
 AX2557'UTILITY POLE.  NOTE--A GPS STATION.  NOTE--ACCESS TO DATUM POINT IS
 AX2557'HAD THROUGH A 5-INCH LOGO CAP.
 AX2557'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AX2557'THE MARK IS 0.3 M BELOW BLUE CREEK ROAD.
 AX2557
 AX2557                          STATION RECOVERY (1990)
 AX2557
 AX2557'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX2557'RECOVERED IN GOOD CONDITION.
 AX2557
 AX2557                          STATION RECOVERY (2004)
 AX2557
 AX2557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AX2557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2549 ***********************************************************************
 AX2549  HT_MOD      -  This is a Height Modernization Survey Station.
 AX2549  DESIGNATION -  HGCSD 78
 AX2549  PID         -  AX2549
 AX2549  STATE/COUNTY-  TX/WHARTON
 AX2549  USGS QUAD   -  WHARTON (1980)
 AX2549
 AX2549                         *CURRENT SURVEY CONTROL
 AX2549  ___________________________________________________________________
 AX2549* NAD 83(1993)-  29 19 13.59159(N)    096 06 08.70845(W)     ADJUSTED  
 AX2549* NAVD 88     -        31.17   (meters)     102.3    (feet)  GPS OBS   
 AX2549  ___________________________________________________________________
 AX2549  X           -    -591,650.136 (meters)                     COMP
 AX2549  Y           -  -5,533,998.436 (meters)                     COMP
 AX2549  Z           -   3,104,918.972 (meters)                     COMP
 AX2549  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AX2549  ELLIP HEIGHT-           4.00  (meters)          (12/03/01) GPS OBS
 AX2549  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX2549  DYNAMIC HT  -          31.13  (meters)     102.1   (feet)  COMP
 AX2549  MODELED GRAV-     979,243.9   (mgal)                       NAVD 88
 AX2549
 AX2549  HORZ ORDER  -  FIRST
 AX2549  VERT ORDER  -  THIRD (See Below)
 AX2549  ELLP ORDER  -  FOURTH    CLASS II
 AX2549
 AX2549.The horizontal coordinates were established by GPS observations
 AX2549.and adjusted by the National Geodetic Survey in December 2001..
 AX2549
 AX2549.The orthometric height was determined by GPS observations and a
 AX2549.high-resolution geoid model using precise GPS observation and
 AX2549.processing techniques. It supersedes the leveled height previously
 AX2549.determined for this station.
 AX2549.The vertical order pertains to the first NAVD 88 superseded value.
 AX2549
 AX2549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX2549
 AX2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2549
 AX2549.The ellipsoidal height was determined by GPS observations
 AX2549.and is referenced to NAD 83.
 AX2549
 AX2549.The geoid height was determined by GEOID03.
 AX2549
 AX2549.The dynamic height is computed by dividing the NAVD 88
 AX2549.geopotential number by the normal gravity value computed on the
 AX2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2549.degrees latitude (g = 980.6199 gals.).
 AX2549
 AX2549.The modeled gravity was interpolated from observed gravity values.
 AX2549
 AX2549;                    North         East     Units Scale Factor Converg.
 AX2549;SPC TXSC     - 4,168,296.995   881,394.654   MT  0.99986327   +1 25 10.4
 AX2549;SPC TXSC     -13,675,487.72  2,891,708.96   sFT  0.99986327   +1 25 10.4
 AX2549;UTM  14      - 3,246,975.177   781,412.215   MT  1.00057731   +1 25 11.5
 AX2549
 AX2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2549!SPC TXSC     -   0.99999937  x   0.99986327  =   0.99986264
 AX2549!UTM  14      -   0.99999937  x   1.00057731  =   1.00057668
 AX2549
 AX2549                          SUPERSEDED SURVEY CONTROL
 AX2549
 AX2549  ELLIP H (05/01/00)    4.02   (m)                       GP(       ) 3 1
 AX2549  NAD 83(1993)-  29 19 13.59207(N)    096 06 08.70784(W) AD(       ) B
 AX2549  ELLIP H (05/09/94)    4.14   (m)                       GP(       ) 4 2
 AX2549  NAD 83(1986)-  29 19 13.60715(N)    096 06 08.68895(W) AD(       ) 1
 AX2549  NAVD 88 (06/15/91)   31.238  (m)          102.49   (f) ADJUSTED    1 1
 AX2549  NGVD 29 (12/23/87)   31.240  (m)          102.49   (f) ADJUSTED    1 1
 AX2549
 AX2549.Superseded values are not recommended for survey control.
 AX2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2549.See file dsdata.txt to determine how the superseded data were derived.
 AX2549
 AX2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8141246975(NAD 83)
 AX2549_MARKER: I = METAL ROD
 AX2549_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AX2549_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AX2549_STAMPING: HGCSD 78 1987
 AX2549_MARK LOGO: NGS   
 AX2549_PROJECTION: FLUSH
 AX2549_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AX2549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2549+STABILITY: POSITION/ELEVATION WELL
 AX2549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2549+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998
 AX2549_ROD/PIPE-DEPTH: 24.3 meters
 AX2549_SLEEVE-DEPTH  : 6.1 meters
 AX2549
 AX2549  HISTORY     - Date     Condition        Report By
 AX2549  HISTORY     - 1987     MONUMENTED       NGS
 AX2549  HISTORY     - 1987     GOOD             NGS
 AX2549  HISTORY     - 1990     GOOD             USPSQD
 AX2549  HISTORY     - 19930309 GOOD             NGS
 AX2549  HISTORY     - 19980202 GOOD             NGS
 AX2549
 AX2549                          STATION DESCRIPTION
 AX2549
 AX2549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AX2549'THE STATION IS LOCATED ABOUT
 AX2549'14.5 KM (9.0 MI) NORTH-NORTHWEST OF LANE CITY,
 AX2549'9.7 KM (6.0 MI) SOUTHEAST OF GLEN FLORA,
 AX2549'0.3 KM (0.2 MI) WEST OF WHARTON AND ON RAILROAD RIGHT-OF-WAY.
 AX2549'OWNERSHIP--SOUTHERN PACIFIC RAILROAD, PO BOX 1319, HOUSTON TX 77251,
 AX2549'PHONE 713-220-6200.
 AX2549'
 AX2549'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 60 AND FARM
 AX2549'ROAD 102 IN WHARTON, GO WEST ON FARM ROAD 102 FOR 0.3 KM (0.2 MI)
 AX2549'TO THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE STATION ON
 AX2549'THE LEFT.
 AX2549'
 AX2549'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AX2549'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET
 AX2549'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 AX2549'LOGO CAP STAMPED---HGCSD 78 1987---, THE ROD IS RECESSED 8 CM BELOW
 AX2549'THE GROUND SURFACE.  LOCATED 45.3 METERS (148.7 FT) SOUTH OF THE
 AX2549'CENTER OF ROAD, 11.1 METERS (36.3 FT) EAST OF WEST RAIL, (SLOPE
 AX2549'DISTANCE) 9.3 METERS (30.4 FT) WEST OF THE CENTER OF SUNSET STREET,
 AX2549'7.9 METERS (25.8 FT) SOUTH OF A UTILITY POLE AND 0.3 METER (1.0 FT)
 AX2549'NORTH OF A CARSONITE WITNESS POST.
 AX2549'
 AX2549'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AX2549'
 AX2549'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AX2549'
 AX2549'DESCRIBED BY T.F. DAWS.
 AX2549
 AX2549                          STATION RECOVERY (1987)
 AX2549
 AX2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX2549'IN WHARTON.
 AX2549'THE MARK IS 0.3 M BELOW SUNSET STREET.
 AX2549'IN WHARTON, AT THE INTERSECTION OF FM ROAD 102 (OGDEN STREET) AND
 AX2549'SUNSET STREET, 45.3 METERS (148.6 FT) SOUTH OF THE CENTERLINE OF FM
 AX2549'ROAD 102, 8.5 METERS (27.9 FT) WEST OF THE CENTER OF SUNSET STREET,
 AX2549'10.8 METERS (35.4 FT) EAST OF THE EASTERNMOST RAIL OF THE SOUTHERN
 AX2549'PACIFIC COMPANY RAILROAD, 7.9 METERS (25.9 FT) SOUTH OF A UTILITY
 AX2549'POLE.  NOTE--A GPS STATION.  NOTE--ACCESS TO DATUM POINT IS HAD
 AX2549'THROUGH A 5-INCH LOGO CAP.
 AX2549'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AX2549
 AX2549                          STATION RECOVERY (1990)
 AX2549
 AX2549'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX2549'RECOVERED IN GOOD CONDITION.
 AX2549
 AX2549                          STATION RECOVERY (1993)
 AX2549
 AX2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AX2549'THE STATION IS LOCATED ABOUT 41 KM (25.45 MI) SOUTHWEST OF ROSENBURG,
 AX2549'20 KM (12.40 MI) NORTHEAST OF EL CAMPO, 3 KM (1.85 MI) SOUTHEAST OF
 AX2549'U.S. HIGHWAY 59 ON THE WEST SIDE OF THE TOWN OF WHARTON IN A GRASSY
 AX2549'AREA IN THE RAILROAD RIGHT-OF-WAY.  OWNERSHIP--SOUTHERN PACIFIC
 AX2549'RAILROAD, P.O. BOX 1319, HOUSTON, TX 77251.  PHONE 713-220-6200.
 AX2549'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 60 AND FARM ROAD 102 IN
 AX2549'WHARTON, GO WEST, ON FARM ROAD 102 FOR 0.28 KM (0.15 MI) TO THE
 AX2549'INTERSECTION OF SUNSET STREET JUST BEFORE CROSSING THE RAILROAD
 AX2549'TRACKS.  TURN LEFT, SOUTH, ON SUNSET STREET FOR 45 M (147.6 FT) TO
 AX2549'THE STATION ON THE RIGHT.
 AX2549'THE STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 AX2549'2.5 CM GREASE FILLED SLEEVE 6.1 M (20.0 FT) LONG ENCASED IN A 12.7 CM
 AX2549'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET 3 CM BELOW THE
 AX2549'GROUND.  IT IS 45.3 M (148.6 FT) SOUTH FROM THE CENTER OF FARM ROAD
 AX2549'102, 10.7 M (35.1 FT) EAST FROM AND 2 M (6.6 FT) LOWER THAN THE EAST
 AX2549'RAIL OF THE RAILROAD TRACKS (SLOPE DISTANCE), 9.2 M (30.2 FT) WEST
 AX2549'FROM THE CENTER OF SUNSET STREET, 25.0 M (82.0 FT) SOUTH FROM A POWER
 AX2549'POLE WITH A METER BOX, 51.5 M (169.0 FT) NORTH FROM THE NORTH RAIL OF
 AX2549'AN EAST-WEST RAILROAD TRACK, 10.5 M (34.4 FT) SOUTH FROM A METAL POLE
 AX2549'WITH A RAILROAD SIGN ATTATCHED, AND 0.6 M (2.0 FT) NORTH FROM A
 AX2549'FIBERGLASS WITNESS POST.
 AX2549
 AX2549                          STATION RECOVERY (1998)
 AX2549
 AX2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 AX2549'RECOVERED AS IN GOOD CONDITION.  THE STATION IS LOCATED ABOUT 87 KM
 AX2549'(54.05 MI) SOUTHWEST FROM HOUSTON IN THE CITY OF WHARTON, 2.0 KM (1.25
 AX2549'MI) EAST FROM THE US HIGHWAY 59 OVERPASS AT THE FARM ROAD 102 EXIT, IN
 AX2549'GRASS BETWEEN A NORTH-SOUTH RAIL LINE AND A PARALLEL UNPAVED ROAD.
 AX2549'OWNERSHIP--SOUTHERN PACIFIC RAILROAD, PO BOX 1319, HOUSTON TX 77251,
 AX2549'PHONE 713-220-6200.  TO REACH THE STATION FROM COMBINED STATE HIGHWAY
 AX2549'60 AND LOOP STATE HIGHWAY 183 AT THE US HIGHWAY 59 OVERPASS NORTH OF
 AX2549'WHARTON, GO SOUTH ON STATE HIGHWAY 60 FOR A TOTAL OF 5.65 KM (3.50 MI)
 AX2549'PASSING FARM ROAD 1301 ON LEFT AT 4.8 KM (3.00 MI) TO A ROAD RIGHT.
 AX2549'TURN RIGHT AND GO WEST ON FARM ROAD 102 (OGDEN STREET) FOR 0.25 KM
 AX2549'(0.15 MI) TO AN UNPAVED CROSSROAD.  TURN LEFT AND GO SOUTH ON SUNSET
 AX2549'STREET FOR 45 M (147.6 FT) TO THE STATION ON RIGHT. THE MARK IS A
 AX2549'PUNCH HOLE AT TOP CENTER OF A STAINLESS STEEL ROD OF RECORD LENGTH
 AX2549'24.3 M (79.7 FT) IN A NONFLUTED GREASE FILLED SLEEVE OF RECORD LENGTH
 AX2549'6.1 M (20.0 FT) ENCASED IN A 12.7 CM (5 IN) PVC PIPE WITH NGS LOGO CAP
 AX2549'SURROUNDED WITH CONCRETE.  THE LOGO CAP IS RECESSED 3 CM (1 IN) BELOW
 AX2549'GRADE.  THE MARK IS RECESSED 7 CM BELOW THE TOP OF LOGO CAP.  THE
 AX2549'STATION IS LOCATED 51.5 M (169.0 FT) NORTH FROM THE NORTH RAIL OF A
 AX2549'SINGLE EAST-WEST RAIL LINE, 45.4 M (148.9 FT) SOUTH FROM OGDEN STREET
 AX2549'CENTER, 10.7 M (35.1 FT) EAST FROM THE EAST RAIL OF THE SINGLE RAIL
 AX2549'LINE, 9.2 M (30.2 FT) WEST FROM SUNSET STREET CENTER, 25.2 M (82.7 FT)
 AX2549'SOUTH FROM A WOOD UTILITY POLE WITH METER BOX, 0.6 M (2.0 FT) SOUTH
 AX2549'FROM A FIBERGLASS NGS WITNESS POST.  THE MARK IS 1.6 M (5.2 FT) LOWER
 AX2549'THAN THE EAST RAIL AND 0.9 FT (27.4 CM) LOWER THAN SUNSET STREET
 AX2549'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2544 ***********************************************************************
 AX2544  CBN         -  This is a Cooperative Base Network Control Station.
 AX2544  DESIGNATION -  HGCSD 79
 AX2544  PID         -  AX2544
 AX2544  STATE/COUNTY-  TX/FAYETTE
 AX2544  USGS QUAD   -  LA GRANGE EAST (1981)
 AX2544
 AX2544                         *CURRENT SURVEY CONTROL
 AX2544  ___________________________________________________________________
 AX2544* NAD 83(1993)-  29 54 05.54628(N)    096 49 15.83734(W)     ADJUSTED  
 AX2544* NAVD 88     -        80.572  (meters)     264.34   (feet)  ADJUSTED  
 AX2544  ___________________________________________________________________
 AX2544  X           -    -657,238.449 (meters)                     COMP
 AX2544  Y           -  -5,494,583.725 (meters)                     COMP
 AX2544  Z           -   3,160,943.621 (meters)                     COMP
 AX2544  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AX2544  ELLIP HEIGHT-          53.56  (meters)          (10/24/00) GPS OBS
 AX2544  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AX2544  DYNAMIC HT  -          80.461 (meters)     263.98  (feet)  COMP
 AX2544  MODELED GRAV-     979,262.6   (mgal)                       NAVD 88
 AX2544
 AX2544  HORZ ORDER  -  B
 AX2544  VERT ORDER  -  FIRST     CLASS I
 AX2544  ELLP ORDER  -  FOURTH    CLASS II
 AX2544
 AX2544.The horizontal coordinates were established by GPS observations
 AX2544.and adjusted by the National Geodetic Survey in May 1994..
 AX2544
 AX2544.The orthometric height was determined by differential leveling
 AX2544.and adjusted by the National Geodetic Survey in June 1991..
 AX2544
 AX2544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AX2544
 AX2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2544
 AX2544.The ellipsoidal height was determined by GPS observations
 AX2544.and is referenced to NAD 83.
 AX2544
 AX2544.The geoid height was determined by GEOID03.
 AX2544
 AX2544.The dynamic height is computed by dividing the NAVD 88
 AX2544.geopotential number by the normal gravity value computed on the
 AX2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2544.degrees latitude (g = 980.6199 gals.).
 AX2544
 AX2544.The modeled gravity was interpolated from observed gravity values.
 AX2544
 AX2544;                    North         East     Units Scale Factor Converg.
 AX2544;SPC TXSC     - 4,231,175.691   810,413.776   MT  0.99991200   +1 04 03.0
 AX2544;SPC TXSC     -13,881,782.25  2,658,832.53   sFT  0.99991200   +1 04 03.0
 AX2544;UTM  14      - 3,309,870.213   710,385.986   MT  1.00014613   +1 05 11.8
 AX2544
 AX2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2544!SPC TXSC     -   0.99999159  x   0.99991200  =   0.99990359
 AX2544!UTM  14      -   0.99999159  x   1.00014613  =   1.00013772
 AX2544
 AX2544                          SUPERSEDED SURVEY CONTROL
 AX2544
 AX2544  ELLIP H (05/09/94)   53.71   (m)                       GP(       ) 4 2
 AX2544  ELLIP H (01/21/93)   53.49   (m)                       GP(       ) 4 2
 AX2544  NAD 83(1986)-  29 54 05.56139(N)    096 49 15.81946(W) AD(       ) 1
 AX2544  NAVD 88 (05/09/94)   80.57   (m)          264.3    (f) LEVELING    3  
 AX2544  NGVD 29 (12/23/87)   80.526  (m)          264.19   (f) ADJUSTED    1 1
 AX2544
 AX2544.Superseded values are not recommended for survey control.
 AX2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2544.See file dsdata.txt to determine how the superseded data were derived.
 AX2544
 AX2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU1038609870(NAD 83)
 AX2544_MARKER: DV = VERTICAL CONTROL DISK
 AX2544_SETTING: 66 = SET IN ROCK OUTCROP
 AX2544_SP_SET: ROCK OUTCROP
 AX2544_STAMPING: HGCSD 79 1987
 AX2544_MARK LOGO: NGS   
 AX2544_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2544+STABILITY: POSITION/ELEVATION WELL
 AX2544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2544+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1995
 AX2544
 AX2544  HISTORY     - Date     Condition        Report By
 AX2544  HISTORY     - 1987     MONUMENTED       NGS
 AX2544  HISTORY     - 1987     GOOD             USPSQD
 AX2544  HISTORY     - 1987     GOOD             NGS
 AX2544  HISTORY     - 19880425 GOOD             NGS
 AX2544  HISTORY     - 19930302 GOOD             NGS
 AX2544  HISTORY     - 19950309 GOOD             NGS
 AX2544
 AX2544                          STATION DESCRIPTION
 AX2544
 AX2544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AX2544'THE STATION IS LOCATED ABOUT
 AX2544'11.3 KM (7.0 MI) NORTHWEST OF ELLINGER, 9.6 KM
 AX2544'(6.0 MI) SOUTH OF OLDENBURG, 4.8 KM (3.0 MI) SOUTHEAST OF LA GRANGE
 AX2544'AND ON THE EAST SIDE OF STATE HIGHWAY 71 ON HIGHWAY RIGHT-OF-WAY.
 AX2544'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN
 AX2544'TX 78701, PHONE 512-465-7337.
 AX2544'
 AX2544'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND
 AX2544'STATE HIGHWAY 159 IN NORTHEAST LA GRANGE, GO SOUTHEAST ON STATE
 AX2544'HIGHWAY 71 FOR 4.6 KM (2.85 MI) TO THE STATION ON THE LEFT IN AN
 AX2544'AREA OF BEDROCK LOWER THAN THE HIGHWAY.
 AX2544'
 AX2544'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK STAMPED---HGCSD
 AX2544'79 1987---, SET IN BEDROCK FLUSH WITH THE GROUND.  LOCATED 54.5
 AX2544'METERS (178.71 FT) EAST-SOUTHEAST OF BENCH MARK T 1223, 47.2 METERS
 AX2544'(154.82 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING NORTH TO
 AX2544'EMPIRE AUTO SALES, 17.4 METERS (57.0 FT) NORTH-NORTHEAST OF THE
 AX2544'CENTER OF NORTHWEST BOUND LANE OF HIGHWAY AND 0.3 METER (1.0 FT)
 AX2544'SOUTH OF A CARSONITE WITNESS POST.
 AX2544'
 AX2544'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AX2544'
 AX2544'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AX2544'
 AX2544'DESCRIBED BY T.F. DAWS.
 AX2544
 AX2544                          STATION RECOVERY (1987)
 AX2544
 AX2544'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX2544'RECOVERED IN GOOD CONDITION.
 AX2544
 AX2544                          STATION RECOVERY (1987)
 AX2544
 AX2544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX2544'4.5 KM (2.8 MI) EAST FROM LA GRANGE.
 AX2544'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AX2544'4.5 KM (2.8 MI) EAST ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF STATE
 AX2544'HIGHWAY 159 IN LA GRANGE, 1.4 KM (0.9 MI) SOUTHEAST OF THE CROSSING OF
 AX2544'THE MISSOURI-KANSAS-TEXAS RAILROAD, 18.1 METERS (59.4 FT) NORTHEAST OF
 AX2544'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 47.2 METERS
 AX2544'(155 FT) SOUTHEAST OF A DRIVEWAY LEADING TO EMPIRE AUTO SALES,
 AX2544'56.9 METERS (187 FT) EAST OF BENCH MARK T 1223, 13.3 METERS (43.6 FT)
 AX2544'SOUTH OF A FENCE CORNER. IN THE CENTER OF A 6- BY 6-FOOT EXPOSED AREA
 AX2544'OF BEDROCK.  NOTE--A GPS STATION.
 AX2544'THE MARK IS 0.4 METERS  SSE FROM  A WITNESS POST
 AX2544
 AX2544                          STATION RECOVERY (1988)
 AX2544
 AX2544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AX2544'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AX2544
 AX2544                          STATION RECOVERY (1993)
 AX2544
 AX2544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AX2544'THE STATION IS LOCATED ABOUT 38 KM (23.60 MI) NORTHWEST OF COLUMBUS, 4
 AX2544'KM (2.50 MI) EAST OF LA GRANGE IN A SMALL ROCK OUT CROP IN THE
 AX2544'NORTHEAST RIGHT-OF-WAY OF HIGHWAY 71.
 AX2544'TO REACH FROM THE OVERPASS AT THE JUNCTION OF STATE HIGHWAYS 71 AND
 AX2544'159 ON THE NORTH SIDE OF LA GRANGE, GO SOUTHEAST ON HIGHWAY 71 FOR
 AX2544'1.88 KM (1.15 MI) TO THE OVERPASS AT THE JUNCTION OF BUSINESS HIGHWAY
 AX2544'71. CONTINUE SOUTHEAST ON HIGHWAY 71 FOR 2.03 KM (1.25 MI) TO A PAVED
 AX2544'CROSSOVER ON THE LEFT ABOUT 200 M (656.2 FT) BEFORE A BRIDGE OVER A
 AX2544'WASH.  TURN LEFT, NORTHEAST, ON THE CROSSOVER FOR 50 M (164.0 FT)
 AX2544'CROSSING THE NORTHWEST BOUND LANES AND ONTO THE TOP OF A SHORT GRAVEL
 AX2544'ENTRANCE TO AN AUTO SALVAGE YARD. TURN RIGHT, SOUTHEAST, ON THE TOP
 AX2544'OF THE HIGHWAY RIGHT-OF-WAY FOR 55 M (180.4 FT) TO THE STATION.
 AX2544'STATION MARK IS SET IN A DRILL HOLE IN A ROCK OUTCROP FLUSH WITH THE
 AX2544'GROUND AND AT THE SAME LEVEL AS THE HIGHWAY.  IT IS 17.8 M (58.4 FT)
 AX2544'NORTHEAST FROM THE CENTER OF THE HIGHWAY, 55.5 M (182.1 FT) EAST FROM
 AX2544'THE CENTER OF THE GRAVEL ENTRANCE, 5.8 M (19.0 FT) NORTHEAST FROM THE
 AX2544'CENTER OF A NARROW CONCRETE DITCH IN THE RIGHT-OF-WAY, AND 1.3 M
 AX2544'(4.3 FT) SOUTH-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 AX2544
 AX2544                          STATION RECOVERY (1995)
 AX2544
 AX2544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AX2544'THE STATION IS LOCATED ABOUT 38 KM (23.60 MI) NORTHWEEST OF COLUMBUS,
 AX2544'4 KMEAST OF LA GRANGE, ADJACENT TO A SMALL SALVAGE YARD, IN A SMALL
 AX2544'ROCK OUTCROP IN THE NORTYHEAST RIGHT-OF-WAY OF HIGHWAY 71.
 AX2544'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 AX2544'OVERPASS AT THE JUNCTION OF STATE HIGHWAYS 71 AND 159 ON THE NORTH
 AX2544'SIDE OF LA GRANGE, GO SOUTHEAST ON HIGHWAY 71 FOR 1.88 KM (1.15 MI) TO
 AX2544'THE OVERPASS AT THE JUNCTION OF BUSINESS HIGHWAY 71.  CONTINUE
 AX2544'SOUTHEAST ON HIGHWAY 71 FOR 2.03 KM (1.25 MI) TO A PAVED CROSSOVER ON
 AX2544'THE LEFT ABOUT 200 M (656.2 FT) BEFORE A BRIDGE OVER A WASH.  TURN
 AX2544'LEFT, NORTHEAST, CROSSING THE NORTHWEST BOUND LANES FOR 50 M (164.0
 AX2544'FT) ONTO THE TOP OF A SHORT GRAVEL ENTRANCE TO THE SALVAGE YARD AND
 AX2544'THE STATION ON THE RIGHT.  THE STATION IS SET IN A DRILL HOLE IN A
 AX2544'ROCK OUTCROP FLUSH WITH THE GROUND AND LEVEL WITH THE HEIGHT OF THE
 AX2544'HIGHWAY.  IT IS 55.5 M (182.1 FT) EAST OF THE CENTER OF THE GRAVEL
 AX2544'DRIVE, 18.1 M (59.4 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 5.8 M
 AX2544'(19.0 FT) NORTHEAST OF THE CENTER OF A NARROW CONCRETE DITCH, AND 1.3
 AX2544'M (4.3 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY
 AX2544'D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2031 ***********************************************************************
 BL2031  HT_MOD      -  This is a Height Modernization Survey Station.
 BL2031  DESIGNATION -  HGCSD 8
 BL2031  PID         -  BL2031
 BL2031  STATE/COUNTY-  TX/HARRIS
 BL2031  USGS QUAD   -  HUFFMAN (1980)
 BL2031
 BL2031                         *CURRENT SURVEY CONTROL
 BL2031  ___________________________________________________________________
 BL2031* NAD 83(1993)-  30 00 15.10983(N)    095 05 43.48379(W)     ADJUSTED  
 BL2031* NAVD 88     -        20.67   (meters)      67.8    (feet)  GPS OBS   
 BL2031  ___________________________________________________________________
 BL2031  X           -    -490,968.397 (meters)                     COMP
 BL2031  Y           -  -5,506,172.466 (meters)                     COMP
 BL2031  Z           -   3,170,773.315 (meters)                     COMP
 BL2031  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BL2031  ELLIP HEIGHT-          -6.69  (meters)          (12/03/01) GPS OBS
 BL2031  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL2031  DYNAMIC HT  -          20.64  (meters)      67.7   (feet)  COMP
 BL2031  MODELED GRAV-     979,308.1   (mgal)                       NAVD 88
 BL2031
 BL2031  HORZ ORDER  -  FIRST
 BL2031  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL2031  ELLP ORDER  -  FOURTH    CLASS II
 BL2031
 BL2031.The horizontal coordinates were established by GPS observations
 BL2031.and adjusted by the National Geodetic Survey in December 2001..
 BL2031
 BL2031.The orthometric height was determined by GPS observations and a
 BL2031.high-resolution geoid model using precise GPS observation and
 BL2031.processing techniques. It supersedes the leveled height previously
 BL2031.determined for this station.
 BL2031.The vertical order pertains to the first NAVD 88 superseded value.
 BL2031
 BL2031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2031
 BL2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2031
 BL2031.The ellipsoidal height was determined by GPS observations
 BL2031.and is referenced to NAD 83.
 BL2031
 BL2031.The geoid height was determined by GEOID03.
 BL2031
 BL2031.The dynamic height is computed by dividing the NAVD 88
 BL2031.geopotential number by the normal gravity value computed on the
 BL2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2031.degrees latitude (g = 980.6199 gals.).
 BL2031
 BL2031.The modeled gravity was interpolated from observed gravity values.
 BL2031
 BL2031;                    North         East     Units Scale Factor Converg.
 BL2031;SPC TXSC     - 4,246,881.984   976,627.437   MT  0.99993128   +1 54 46.5
 BL2031;SPC TXSC     -13,933,311.98  3,204,151.85   sFT  0.99993128   +1 54 46.5
 BL2031;UTM  15      - 3,321,099.089   297,888.163   MT  1.00010401   -1 02 53.5
 BL2031
 BL2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2031!SPC TXSC     -   1.00000105  x   0.99993128  =   0.99993233
 BL2031!UTM  15      -   1.00000105  x   1.00010401  =   1.00010506
 BL2031
 BL2031                          SUPERSEDED SURVEY CONTROL
 BL2031
 BL2031  ELLIP H (10/25/00)   -6.67   (m)                       GP(       ) 4 1
 BL2031  NAD 83(1993)-  30 00 15.11064(N)    095 05 43.48281(W) AD(       ) 1
 BL2031  ELLIP H (10/17/96)   -6.54   (m)                       GP(       ) 3 1
 BL2031  NAD 83(1993)-  30 00 15.11000(N)    095 05 43.48219(W) AD(       ) 1
 BL2031  ELLIP H (02/16/96)   -6.66   (m)                       GP(       ) 5 1
 BL2031  ELLIP H (01/21/93)   -6.68   (m)                       GP(       ) 4 2
 BL2031  NAD 83(1986)-  30 00 15.12384(N)    095 05 43.46369(W) AD(       ) 1
 BL2031  NAVD 88 (06/15/91)   20.691  (m)           67.88   (f) ADJUSTED    1 2
 BL2031  NGVD 29 (12/23/87)   20.690  (m)           67.88   (f) ADJUSTED    1 2
 BL2031
 BL2031.Superseded values are not recommended for survey control.
 BL2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2031.See file dsdata.txt to determine how the superseded data were derived.
 BL2031
 BL2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9788821099(NAD 83)
 BL2031_MARKER: I = METAL ROD
 BL2031_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2031_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2031_STAMPING: HGCSD 8 1986
 BL2031_MARK LOGO: NGS   
 BL2031_PROJECTION: RECESSED 5 CENTIMETERS
 BL2031_MAGNETIC: I = MARKER IS A STEEL ROD
 BL2031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL2031+STABILITY: POSITION/ELEVATION WELL
 BL2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2031+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 BL2031_ROD/PIPE-DEPTH: 12.2 meters
 BL2031_SLEEVE-DEPTH  : 6.1 meters
 BL2031
 BL2031  HISTORY     - Date     Condition        Report By
 BL2031  HISTORY     - 1986     MONUMENTED       NGS
 BL2031  HISTORY     - 1987     GOOD             NGS
 BL2031  HISTORY     - 19941123 GOOD             HGCSD
 BL2031  HISTORY     - 20030522 GOOD             JCLS
 BL2031
 BL2031                          STATION DESCRIPTION
 BL2031
 BL2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BL2031'2.6 KM (1.6 MI) SOUTH FROM HUFFMAN.
 BL2031'2.3 KM (1.45 MI) SOUTHERLY ALONG FARM ROAD 2100 FROM THE POST OFFICE
 BL2031'IN HUFFMAN, THENCE 0.3 KM (0.2 MI) WEST ALONG ATASCOCITA ROAD, 30.6 M
 BL2031'(100.4 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A BUILDING, 28.5
 BL2031'M (93.5 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING,
 BL2031'27.7 M (90.9 FT) EAST OF THE SOUTHEAST CORNER OF THE PENTECOSTAL
 BL2031'CHURCH OF GOD, 22.5 M (73.8 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 BL2031'AND 18.2 M (59.7 FT) SOUTHWEST OF A GAS METER.  NOTE--ACCESS TO DATUM
 BL2031'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2031'THE MARK IS 0.4 M BELOW THE ROAD.
 BL2031
 BL2031                          STATION RECOVERY (1987)
 BL2031
 BL2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL2031'THE STATION IS LOCATED ABOUT 38.6 KM (24.0 MI)
 BL2031'NORTHEAST OF HOUSTON, 24.1 KM (15.0 MI) WEST OF DAYTON, 12.1 KM
 BL2031'(7.5 MI) NORTH OF CROSBY, 4.0 KM (2.5 MI) SOUTH OF HUFFMAN AND IN
 BL2031'THE LAWN OF THE FIRST PENTECOSTAL CHURCH OF GOD.
 BL2031'OWNERSHIP--FIRST PENTECOSTAL CHURCH OF GOD, R C  HELMS, PASTOR,
 BL2031'1330 ATASCOCITA ROAD, HUFFMAN TX 77336, PHONE 713-324-2450.
 BL2031'
 BL2031'TO REACH THE STATION FROM THE JUNCTION OF FM 1960 AND FM 2100 IN
 BL2031'HUFFMAN, GO SOUTH ON FM 2100 FOR 2.0 KM (1.25 MI) TO A ROAD RIGHT,
 BL2031'ATASCOCITA ROAD, TURN RIGHT FOR 0.2 KM (0.15 MI) TO THE CHURCH ON
 BL2031'THE LEFT AND THE MARK.
 BL2031'
 BL2031'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN
 BL2031'INTO THE GROUND AND INSIDE A 1-INCH PCV PIPE THAT IS 20 FEET LONG
 BL2031'FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PCV PIPE WITH A
 BL2031'LOGO CAP STAMPED---HGCSD 8 1986---, THE ROD IS RECESSED 8 CM BELOW
 BL2031'THE GROUND SURFACE.  LOCATED 35.0 METERS (114.8 FT) EAST OF THE
 BL2031'EAST EDGE OF CONCRETE PARKING AREA AND 34.3 METERS (112.5 FT) SOUTH
 BL2031'OF THE SOUTH POST OF A BRICK CHURCH SIGN.
 BL2031'
 BL2031'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 BL2031'
 BL2031'THIS SITE IS SUITABLE FOR GPS SURVEYS.
 BL2031'
 BL2031'DESCRIBED BY D.A. BOWLING.
 BL2031
 BL2031                          STATION RECOVERY (1994)
 BL2031
 BL2031'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 BL2031'RECOVERED AS DESCRIBED.
 BL2031
 BL2031                          STATION RECOVERY (2003)
 BL2031
 BL2031'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BL2031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2006 ***********************************************************************
 BL2006  FBN         -  This is a Federal Base Network Control Station.
 BL2006  DESIGNATION -  HGCSD 80
 BL2006  PID         -  BL2006
 BL2006  STATE/COUNTY-  TX/WALKER
 BL2006  USGS QUAD   -  RIVERSIDE (1997)
 BL2006
 BL2006                         *CURRENT SURVEY CONTROL
 BL2006  ___________________________________________________________________
 BL2006* NAD 83(1993)-  30 50 28.34987(N)    095 23 42.02029(W)     ADJUSTED  
 BL2006* NAVD 88     -        54.491  (meters)     178.78   (feet)  ADJUSTED  
 BL2006  ___________________________________________________________________
 BL2006  X           -    -515,337.740 (meters)                     COMP
 BL2006  Y           -  -5,456,780.688 (meters)                     COMP
 BL2006  Z           -   3,250,804.593 (meters)                     COMP
 BL2006  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BL2006  ELLIP HEIGHT-          27.30  (meters)          (05/01/00) GPS OBS
 BL2006  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL2006  DYNAMIC HT  -          54.421 (meters)     178.55  (feet)  COMP
 BL2006  MODELED GRAV-     979,354.2   (mgal)                       NAVD 88
 BL2006
 BL2006  HORZ ORDER  -  B
 BL2006  VERT ORDER  -  FIRST     CLASS I
 BL2006  ELLP ORDER  -  THIRD     CLASS I
 BL2006
 BL2006.The horizontal coordinates were established by GPS observations
 BL2006.and adjusted by the National Geodetic Survey in May 1994..
 BL2006
 BL2006.The orthometric height was determined by differential leveling
 BL2006.and adjusted by the National Geodetic Survey in June 1991..
 BL2006
 BL2006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2006
 BL2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2006
 BL2006.The ellipsoidal height was determined by GPS observations
 BL2006.and is referenced to NAD 83.
 BL2006
 BL2006.The geoid height was determined by GEOID03.
 BL2006
 BL2006.The dynamic height is computed by dividing the NAVD 88
 BL2006.geopotential number by the normal gravity value computed on the
 BL2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2006.degrees latitude (g = 980.6199 gals.).
 BL2006
 BL2006.The modeled gravity was interpolated from observed gravity values.
 BL2006
 BL2006;                    North         East     Units Scale Factor Converg.
 BL2006;SPC TX C     - 3,140,686.662 1,172,201.881   MT  0.99988563   +2 32 36.7
 BL2006;SPC TX C     -10,304,069.49  3,845,799.00   sFT  0.99988563   +2 32 36.7
 BL2006;UTM  15      - 3,414,459.176   270,948.379   MT  1.00024723   -1 13 42.1
 BL2006
 BL2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2006!SPC TX C     -   0.99999571  x   0.99988563  =   0.99988134
 BL2006!UTM  15      -   0.99999571  x   1.00024723  =   1.00024294
 BL2006
 BL2006                          SUPERSEDED SURVEY CONTROL
 BL2006
 BL2006  ELLIP H (05/09/94)   27.45   (m)                       GP(       ) 4 2
 BL2006  NAD 83(1986)-  30 50 28.36207(N)    095 23 42.00221(W) AD(       ) 1
 BL2006  NAD 27      -  30 50 27.64911(N)    095 23 41.21177(W) AD(       ) 3
 BL2006  NAVD 88 (05/09/94)   54.49   (m)          178.8    (f) LEVELING    3  
 BL2006  NGVD 29 (12/23/87)   54.502  (m)          178.81   (f) ADJUSTED    1 1
 BL2006
 BL2006.Superseded values are not recommended for survey control.
 BL2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2006.See file dsdata.txt to determine how the superseded data were derived.
 BL2006
 BL2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7094814459(NAD 83)
 BL2006_MARKER: DV = VERTICAL CONTROL DISK
 BL2006_SETTING: 66 = SET IN ROCK OUTCROP
 BL2006_SP_SET: ROCK OUTCROP
 BL2006_STAMPING: HGCSD 80 1987
 BL2006_MARK LOGO: NGS   
 BL2006_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL2006+STABILITY: POSITION/ELEVATION WELL
 BL2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2006+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1998
 BL2006
 BL2006  HISTORY     - Date     Condition        Report By
 BL2006  HISTORY     - 1987     MONUMENTED       NGS
 BL2006  HISTORY     - 1987     GOOD             NGS
 BL2006  HISTORY     - 19880322 GOOD             NGS
 BL2006  HISTORY     - 19910218 GOOD             NGS
 BL2006  HISTORY     - 19930309 GOOD             NGS
 BL2006  HISTORY     - 19960601 GOOD             USPSQD
 BL2006  HISTORY     - 19980122 GOOD             NGS
 BL2006  HISTORY     - 19980302 GOOD             TXDOT
 BL2006
 BL2006                          STATION DESCRIPTION
 BL2006
 BL2006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL2006'THE STATION IS LOCATED ABOUT
 BL2006'48.3 KM (30.0 MI) WEST-NORTHWEST OF LIVINGSTON,
 BL2006'22.5 KM (14.0 MI) NORTHEAST OF HUNTSVILLE, 1.8 KM (1.1 MI)
 BL2006'SOUTHEAST OF RIVERSIDE, ALONG FARM ROAD 980
 BL2006'AND ON ROAD RIGHT-OF-WAY.
 BL2006'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN
 BL2006'TX 78701, PHONE 512-465-7337.
 BL2006'
 BL2006'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 19 AND
 BL2006'FARM ROAD 980 IN THE TOWN OF RIVERSIDE, GO SOUTHEAST ON FARM ROAD
 BL2006'980 FOR 0.5 KM (0.3 MI) TO A RAILROAD CROSSING.  CONTINUE AHEAD,
 BL2006'SOUTHEAST ON FARM ROAD 980 FOR 1.4 KM (0.85 MI) TO THE STATION ON
 BL2006'THE LEFT.
 BL2006'
 BL2006'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK STAMPED---HGCSD
 BL2006'80 1987---,SET INTO A DRILL HOLE IN THE NORTHWEST QUARTER OF A 3.7 X
 BL2006'10 METER EXPOSED AREA OF BEDROCK.  LOCATED 109.9 METERS (33.5 FT)
 BL2006'NORTHEAST OF THE CENTERLINE OF FARM ROAD 980, 68.9 METERS (21.0 FT)
 BL2006'SOUTHWEST OF A FENCELINE, 19.4 METERS (5.9 FT) NORTHEAST OF THE
 BL2006'SOUTHWEST EDGE OF EXPOSED ROCK AND 6.6 METERS (2.0 FT)
 BL2006'WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 BL2006'
 BL2006'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 BL2006'
 BL2006'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BL2006'
 BL2006'DESCRIBED BY D.R. LOKKEN.
 BL2006
 BL2006                          STATION RECOVERY (1987)
 BL2006
 BL2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL2006'1.3 KM (0.80 MI) SE FROM RIVERSIDE.
 BL2006'THE MARK IS 0.3 M BELOW THE ROAD.
 BL2006'1.3 KM (0.80 MI) SOUTHEASTERLY ALONG FARM ROAD 980 FROM ITS JUNCTION
 BL2006'WITH THE MISSOURI PACIFIC RAILROAD IN RIVERSIDE, NEAR THE CENTER OF
 BL2006'THE MOST NORTHWESTERN 1/4 OF A 12 BY 33 FOOT EXPOSED AREA OF
 BL2006'OUTCROPPING BEDROCK, 10.2 M (33.5 FT) NORTHEAST OF THE CENTERLINE OF
 BL2006'THE ROAD, 6.2 M (20.3 FT) SOUTHWEST OF A FENCE, 1.8 M (5.9 FT)
 BL2006'NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP, AND 1.2 M (3.9 FT)
 BL2006'SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP.
 BL2006'THE MARK IS 0.6 METERS  SSW FROM  A WITNESS POST
 BL2006
 BL2006                          STATION RECOVERY (1988)
 BL2006
 BL2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BL2006'RECOVERED IN GOOD CONDITION.
 BL2006
 BL2006                          STATION RECOVERY (1991)
 BL2006
 BL2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BL2006'THE STATION IS LOCATED ABOUT 48.3 KM (30.0 MI) WEST-NORTHWEST OF
 BL2006'LIVINGSTON, 22.5 KM (14.0 MI) NORTHEAST OF HUNTSVILLE AND 1.8 KM
 BL2006'(1.1 MI) SOUTHEAST OF RIVERSIDE, ON THE NORTHEAST SIDE OF FARM ROAD
 BL2006'980 AND IN EXPOSED ROCK OUTCROP. OWNERSHIP--TEXAS DEPARTMENT OF
 BL2006'TRANSPORTATION, 11TH STREET, AUSTIN, TX 78701.  PHONE 512-465-7337.
 BL2006'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND FARM
 BL2006'ROAD 980 IN RIVERSIDE, GO SOUTHEAST ON FARM ROAD 980 FOR 0.48 KM
 BL2006'(0.30 MI) TO A RAILROAD CROSSING.  CONTINUE AHEAD ON FARM ROAD 980
 BL2006'FOR 1.28 KM (0.80 MI) TO THE STATION ON THE LEFT IN ROCK OUTCROP.
 BL2006'THE STATION IS IN A DRILL HOLE IN A 12 BY 30 FOOT AREA OF EXPOSED ROCK
 BL2006'OUTCROP ABOUT LEVEL WITH THE GROUND LOCATED 10.2 M (33.5 FT)
 BL2006'NORTHEAST OF THE CENTER OF FARM ROAD 980, 6.5 M (21.3 FT) SOUTHWEST OF
 BL2006'A BARBED WIRE FENCE AND A FIBERGLASS WITNESS POST AND 1.7 M (5.6 FT)
 BL2006'NORTHEAST OF THE SOUTHWEST EDGE OF THE EXPOSED ROCK OUTCROP.
 BL2006
 BL2006                          STATION RECOVERY (1993)
 BL2006
 BL2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BL2006'THE STATION IS LOCATED ABOUT 45 KM (27.95 MI) WEST-NORTHWEST OF
 BL2006'LIVINGSTON, 22 KM (13.65 MI) NORTHEAST OF HUNTSVILLE, 2 KM (1.25 MI)
 BL2006'SOUTHEAST OF RIVERSIDE ON THE NORTH END OF A ROCK OUTCROP AND IN THE
 BL2006'NORTHEAST RIGHT-OF-WAY OF FARM ROAD 980. OWNERSHIP--TEXAS DEPARTMENT
 BL2006'OF TRANSPORTATION, 11TH AND BRAZOS, AUSTIN, TX 78701.  PHONE
 BL2006'512-465-7337.
 BL2006'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY
 BL2006'75 (EXIT 118), GO SOUTH ON TEXAS 75 FOR 1.17 KM (0.70 MI) , TURN
 BL2006'LEFT, SOUTHEAST, ONTO FM 2821.  FOLLOW FM 2821 FOR 4.8 KM (3.00 MI) ,
 BL2006'TURNING LEFT, NORTH, ONTO STATE HIGHWAY 19.  FOLLOW TEXAS 19 FOR 18.5
 BL2006'KM (11.50 MI) , TURNING RIGHT, SOUTHEAST, ONTO FARM ROAD 980 IN THE
 BL2006'TOWN OF RIVERSIDE, GO SOUTHEAST ON FARM ROAD 980 FOR 0.4 KM
 BL2006'(0.25 MI) TO A RAILROAD CROSSING. CONTINUE AHEAD, SOUTHEAST, ON FARM
 BL2006'ROAD 980 FOR 1.37 KM (0.85 MI) TO THE STATION ON THE LEFT ABOUT 150 M
 BL2006'(492.1 FT) BEFORE A CROSSROAD LEADING TO A RESORT.
 BL2006'THE STATION IS SET IN A DRILLHOLE IN A 3 M (9.8 FT) X 10 M (32.8 FT)
 BL2006'EXPOSED ROCK OUTCROP THAT IS FLUSH WITH THE GROUND.  IT IS 10.1 M
 BL2006'(33.1 FT) NORTHEAST FROM THE CENTER OF FARM ROAD 980, 11.5 M
 BL2006'(37.7 FT) SOUTHEAST FROM A 2 M (6.6 FT) TALL WOOD FENCE CORNER, 6.7 M
 BL2006'(22.0 FT) SOUTHWEST FROM A FENCE LINE, 1.3 M (4.3 FT)  NORTHEAST FROM
 BL2006'THE SOUTHWEST EDGE OF THE EXPOSED OUTCROP, AND 6.6 M (21.7 FT)
 BL2006'SOUTHWEST FROM A FIBERGLASS WITNESS POST IN A FENCE LINE.
 BL2006
 BL2006                          STATION RECOVERY (1996)
 BL2006
 BL2006'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2006'RECOVERED IN GOOD CONDITION.
 BL2006
 BL2006                          STATION RECOVERY (1998)
 BL2006
 BL2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WCW)
 BL2006'THE STATION IS LOCATED ABOUT 45 KM (27.95 MI) WEST-NORTHWEST FROM
 BL2006'LIVINGSTON, 23 KM (14.30 MI) NORTHEAST FROM HUNTSVILLE, 2 KM (1.25 MI)
 BL2006'SOUTHEAST FROM RIVERSIDE AT THE NORTHEAST SIDE OF FARM ROAD 980 NEAR
 BL2006'THE TURNOFF TO BETHY CREEK RESORT.  OWNERSHIP--TEXAS DEPARTMENT OF
 BL2006'TRANSPORTATION, 11TH AND BRAZOS, AUSTIN TX 78701, PHONE 512-465-7337.
 BL2006'TO REACH THE STATION FROM THE NORTHWEST SIDE OF HUNTSVILLE AT THE
 BL2006'JUNCTION OF COMBINED INTERSTATE HIGHWAY 45 (EXIT 118) AND US HIGHWAY
 BL2006'190 AT STATE HIGHWAY 75, GO SOUTH ON STATE HIGHWAY 75 FOR 1.15 KM
 BL2006'(0.70 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTHEAST ON FARM ROAD
 BL2006'2821 FOR 4.8 KM (3.00 MI) TO A HIGHWAY INTERCHANGE.  TURN LEFT AND GO
 BL2006'NORTHEAST ON STATE HIGHWAY 19 FOR 18.0 KM (11.20 MI) TO A CROSSROAD
 BL2006'BEFORE CROSSING THE TRINITY RIVER.  TURN RIGHT AND GO SOUTHEAST ON
 BL2006'FARM ROAD 980 FOR A TOTAL OF 1.8 KM (1.10 MI) PASSING A RAILROAD
 BL2006'CROSSING AT 0.4 KM (0.25 MI) TO THE STATION ON LEFT.  THE MARK IS A
 BL2006'NGS VERTICAL CONTROL DISK COUNTERSUNK INTO THE MIDDLE OF THE NORTHWEST
 BL2006'SIDE OF A 3 M (9.8 FT) X 10 M (32.8 FT) SANDSTONE OUTCROP.  THE
 BL2006'STATION IS LOCATED 0.25 KM (0.15 MI) NORTHWEST FROM A BOX CULVERT AT
 BL2006'BETHEA CREEK, 0.15 KM (0.10 MI) NORTHWEST FROM STATION L 1166
 BL2006'(PID=BL0793) LOCATED NEAR SHOREWOOD DRIVE WHICH LEADS NORTHEAST AND
 BL2006'ACROSS THE ROAD FROM A MASONRY BLOCK BUILDING WITH SHORT ACCESS DRIVE,
 BL2006'10.2 M (33.5 FT) NORTHEAST FROM THE TWO LANE ASPHALT FARM ROAD CENTER,
 BL2006'11.9 M (39.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A 25 CM (10 IN)
 BL2006'DIA WOOD FENCE CORNER POST, 6.7 M (22.0 FT) SOUTHWEST FROM A
 BL2006'FIBERGLASS NGS WITNESS POST IN A WIRE FENCE, AND 1.3 M (4.3 FT)
 BL2006'NORTHEAST FROM THE SOUTHWEST EDGE OF THE EXPOSED OUTCROP.  THIS
 BL2006'STATION IS SUITABLE FOR GPS WITH THE CAUTION OF OBSTRUCTING OVERHEAD
 BL2006'WIRES AND TREES ALONG PRIVATE LAND TO THE NORTHEAST, AND TREES ALONG
 BL2006'THE ROADSIDE TO THE SOUTHEAST.
 BL2006
 BL2006                          STATION RECOVERY (1998)
 BL2006
 BL2006'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 BL2006'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6405 ***********************************************************************
 AJ6405  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6405  DESIGNATION -  HGCSD 81
 AJ6405  PID         -  AJ6405
 AJ6405  STATE/COUNTY-  TX/MONTGOMERY
 AJ6405  USGS QUAD   -  COWL SPUR (1976)
 AJ6405
 AJ6405                         *CURRENT SURVEY CONTROL
 AJ6405  ___________________________________________________________________
 AJ6405* NAD 83(1993)-  30 21 12.45378(N)    095 34 45.02585(W)     ADJUSTED  
 AJ6405* NAVD 88     -        64.84   (meters)     212.7    (feet)  GPS OBS   
 AJ6405  ___________________________________________________________________
 AJ6405  X           -    -535,551.697 (meters)                     COMP
 AJ6405  Y           -  -5,482,497.596 (meters)                     COMP
 AJ6405  Z           -   3,204,265.343 (meters)                     COMP
 AJ6405  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AJ6405  ELLIP HEIGHT-          37.35  (meters)          (12/03/01) GPS OBS
 AJ6405  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AJ6405
 AJ6405  HORZ ORDER  -  FIRST
 AJ6405  ELLP ORDER  -  FOURTH    CLASS II
 AJ6405
 AJ6405.The horizontal coordinates were established by GPS observations
 AJ6405.and adjusted by the National Geodetic Survey in December 2001..
 AJ6405
 AJ6405.The orthometric height was determined by GPS observations and a
 AJ6405.high-resolution geoid model using precise GPS observation and
 AJ6405.processing techniques.
 AJ6405
 AJ6405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6405
 AJ6405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6405
 AJ6405.The ellipsoidal height was determined by GPS observations
 AJ6405.and is referenced to NAD 83.
 AJ6405
 AJ6405.The geoid height was determined by GEOID03.
 AJ6405
 AJ6405;                    North         East     Units Scale Factor Converg.
 AJ6405;SPC TX C     - 3,085,900.631 1,156,912.716   MT  0.99994522   +2 26 55.2
 AJ6405;SPC TX C     -10,124,325.65  3,795,637.80   sFT  0.99994522   +2 26 55.2
 AJ6405;UTM  15      - 3,360,773.452   252,089.647   MT  1.00035828   -1 18 14.4
 AJ6405
 AJ6405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6405!SPC TX C     -   0.99999413  x   0.99994522  =   0.99993935
 AJ6405!UTM  15      -   0.99999413  x   1.00035828  =   1.00035241
 AJ6405
 AJ6405                          SUPERSEDED SURVEY CONTROL
 AJ6405
 AJ6405.No superseded survey control is available for this station.
 AJ6405
 AJ6405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5209060773(NAD 83)
 AJ6405_MARKER: I = METAL ROD
 AJ6405_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6405_STAMPING: HGCSD 81
 AJ6405_MARK LOGO: HGCSD 
 AJ6405_PROJECTION: RECESSED 6 CENTIMETERS
 AJ6405_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6405+STABILITY: POSITION/ELEVATION WELL
 AJ6405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6405+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 AJ6405_ROD/PIPE-DEPTH: 7.3  meters
 AJ6405_SLEEVE-DEPTH  : 3.0 meters
 AJ6405
 AJ6405  HISTORY     - Date     Condition        Report By
 AJ6405  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6405  HISTORY     - 20040802 GOOD             DEWDAV
 AJ6405  HISTORY     - 20040805 GOOD             DEWDAV
 AJ6405
 AJ6405                          STATION DESCRIPTION
 AJ6405
 AJ6405'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6405'THE STATION IS LOCATED ABOUT 7.42 MI (11.94 KM) NORTH WEST OF CONROE,
 AJ6405'7.42 MILES (11.94 KM) SOUTHEAST OF MONTGOMERY, 7.6 MILES (12.2 KM)
 AJ6405'SOUTHWEST OF WILLIS.  OWNERSHIP--SAN JACINTO RIVER ATHORITY.  MARK ON
 AJ6405'THE OBSERVATION AREA FOR LAKE CONROE.  TO REACH THE STATION FROM THE
 AJ6405'JUNCTION OF INTERSTATE 45 AND HIGHWAY 105 IN CONROE, GO WEASTERLY
 AJ6405'ALONG 105 APROXIMATLY 7 MILES (11.3 KM) TO DIRT DRIVE AT END OF THE
 AJ6405'CONROE DAM.  THIS IS JUST BEFOR REACHING SANDY BEACH ROAD.  TURN RIGHT
 AJ6405'GO .1 MILE (0.2 KM) NORTH TO HISTORICAL MARKER FOR SAN JACINTO RIVER.
 AJ6405'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN
 AJ6405'INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 10 FT (3.0 M)
 AJ6405'LONG FILLED WITH GREASE THAT IS INCASED IN A 5-INCH PVC PIPE WITH A
 AJ6405'LOGO CAP STAMPED---HGCSD 81---.  THE STATION IS 10.9 FT (3.3 M) WEST
 AJ6405'OF A CHAINLINK FENCE, 5.3 FT (1.6 M) NORTH OF A HISTORICAL SIGN, 6.5
 AJ6405'FEET (2.0 M) SOUTH OF A CHAINLINK FENCE.
 AJ6405
 AJ6405                          STATION RECOVERY (2004)
 AJ6405
 AJ6405'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AJ6405'RECOVERED IN GOOD CONDITION.
 AJ6405
 AJ6405                          STATION RECOVERY (2004)
 AJ6405
 AJ6405'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AJ6405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6404 ***********************************************************************
 AJ6404  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6404  DESIGNATION -  HGCSD 82
 AJ6404  PID         -  AJ6404
 AJ6404  STATE/COUNTY-  TX/LIBERTY
 AJ6404  USGS QUAD   -  CLEVELAND (1997)
 AJ6404
 AJ6404                         *CURRENT SURVEY CONTROL
 AJ6404  ___________________________________________________________________
 AJ6404* NAD 83(1993)-  30 20 17.98212(N)    095 05 14.71416(W)     ADJUSTED  
 AJ6404* NAVD 88     -        48.48   (meters)     159.1    (feet)  GPS OBS   
 AJ6404  ___________________________________________________________________
 AJ6404  X           -    -488,551.743 (meters)                     COMP
 AJ6404  Y           -  -5,487,722.173 (meters)                     COMP
 AJ6404  Z           -   3,202,809.501 (meters)                     COMP
 AJ6404  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AJ6404  ELLIP HEIGHT-          21.01  (meters)          (12/03/01) GPS OBS
 AJ6404  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AJ6404
 AJ6404  HORZ ORDER  -  FIRST
 AJ6404  ELLP ORDER  -  FOURTH    CLASS II
 AJ6404
 AJ6404.The horizontal coordinates were established by GPS observations
 AJ6404.and adjusted by the National Geodetic Survey in December 2001..
 AJ6404
 AJ6404.The orthometric height was determined by GPS observations and a
 AJ6404.high-resolution geoid model using precise GPS observation and
 AJ6404.processing techniques.
 AJ6404
 AJ6404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6404
 AJ6404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6404
 AJ6404.The ellipsoidal height was determined by GPS observations
 AJ6404.and is referenced to NAD 83.
 AJ6404
 AJ6404.The geoid height was determined by GEOID03.
 AJ6404
 AJ6404;                    North         East     Units Scale Factor Converg.
 AJ6404;SPC TX C     - 3,086,349.408 1,204,219.806   MT  0.99994822   +2 42 07.0
 AJ6404;SPC TX C     -10,125,798.02  3,950,844.48   sFT  0.99994822   +2 42 07.0
 AJ6404;UTM  15      - 3,358,122.669   299,337.634   MT  1.00009677   -1 03 17.0
 AJ6404
 AJ6404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6404!SPC TX C     -   0.99999670  x   0.99994822  =   0.99994492
 AJ6404!UTM  15      -   0.99999670  x   1.00009677  =   1.00009347
 AJ6404
 AJ6404                          SUPERSEDED SURVEY CONTROL
 AJ6404
 AJ6404.No superseded survey control is available for this station.
 AJ6404
 AJ6404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9933858123(NAD 83)
 AJ6404_MARKER: I = METAL ROD
 AJ6404_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6404_STAMPING: HGCSD 82
 AJ6404_MARK LOGO: HGCSD 
 AJ6404_PROJECTION: RECESSED 6 CENTIMETERS
 AJ6404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6404+STABILITY: POSITION/ELEVATION WELL
 AJ6404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6404+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 AJ6404_ROD/PIPE-DEPTH: 8.5  meters
 AJ6404_SLEEVE-DEPTH  : 3.0 meters
 AJ6404
 AJ6404  HISTORY     - Date     Condition        Report By
 AJ6404  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6404  HISTORY     - 20040604 GOOD             USPSQD
 AJ6404  HISTORY     - 20050708 GOOD             USPSQD
 AJ6404  HISTORY     - 20051212 GOOD             INDIV
 AJ6404
 AJ6404                          STATION DESCRIPTION
 AJ6404
 AJ6404'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6404'THE STATION IS LOCATED ABOUT 22.7 MILES (36.5 KM) EAST OF CONROE, 25.6
 AJ6404'MILES (41.2 KM) NORTH-NORTHEAST OF HUMBLE IN THE CITY PROPER OF
 AJ6404'CLEVELAND.  THE MARK IS ON PROPERTY OWNED BY CLEVELAND SCHOOL
 AJ6404'DISTRICT.  TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 59 AND
 AJ6404'SOUTH WASHINGTON AVE.  (OLD 59) HEAD NORTH ON WASHINGTON AVE.  APROX
 AJ6404'1.5 MILES (2.4 KM) TO DALLAS STREET.  HEAD EAST ON DALLAS ST FOR APROX
 AJ6404'.3 MILES (0.5 KM) TO THE STATION ON THE RIGHT.  AT THE SOUTHSIDE
 AJ6404'PRIMARY SCHOOL.  THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS
 AJ6404'STEEL ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS
 AJ6404'10 FT (3.0 M) LONG FILLED WITH GREASE THAT IS INCASED IN A 5-INCH PVC
 AJ6404'PIPE WITH A LOGO CAP STAMPED---HGCSD 82---.  THE STATION IS 43 FT
 AJ6404'(13.1 M) SOUTHEAST OF A FLAG POLE, 78.5 FEET (23.9 M) NORTH-NORTHWEST
 AJ6404'OF THE NORTHEAST CORNER OF THE SCHOOL, 68.7 FEET (20.9 M) NORTHEAST OF
 AJ6404'BENCHMARK U 166, 2.4 FEET (0.7 M) WEST OF A WATER FOUNTAIN WITH A NAME
 AJ6404'PLATE THAT SAYS SENIORS 46.
 AJ6404
 AJ6404                          STATION RECOVERY (2004)
 AJ6404
 AJ6404'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AJ6404'THE ROD IS 22 INCHES BELOW GRADE. THE MARK IS IN GOOD CONDITION.
 AJ6404
 AJ6404                          STATION RECOVERY (2005)
 AJ6404
 AJ6404'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AJ6404'RECOVERED IN GOOD CONDITION.
 AJ6404
 AJ6404                          STATION RECOVERY (2005)
 AJ6404
 AJ6404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLF)
 AJ6404'NEW REFERENCE TIES AS FOLLOWS
 AJ6404'77.5 FEET NW OF NW CORNER OF FOUNTAIN.
 AJ6404'78.7 FEET NW OF NE CORNER ADMIN. BUILDING.
 AJ6404'35 FEET NE OF FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6406 ***********************************************************************
 AJ6406  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6406  DESIGNATION -  HGCSD 83
 AJ6406  PID         -  AJ6406
 AJ6406  STATE/COUNTY-  TX/MONTGOMERY
 AJ6406  USGS QUAD   -  KEENAN (1976)
 AJ6406
 AJ6406                         *CURRENT SURVEY CONTROL
 AJ6406  ___________________________________________________________________
 AJ6406* NAD 83(1993)-  30 22 15.10033(N)    095 41 54.26794(W)     ADJUSTED  
 AJ6406* NAVD 88     -       100.43   (meters)     329.5    (feet)  GPS OBS   
 AJ6406  ___________________________________________________________________
 AJ6406  X           -    -546,865.972 (meters)                     COMP
 AJ6406  Y           -  -5,480,431.528 (meters)                     COMP
 AJ6406  Z           -   3,205,947.927 (meters)                     COMP
 AJ6406  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AJ6406  ELLIP HEIGHT-          72.99  (meters)          (12/03/01) GPS OBS
 AJ6406  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AJ6406
 AJ6406  HORZ ORDER  -  FIRST
 AJ6406  ELLP ORDER  -  FOURTH    CLASS II
 AJ6406
 AJ6406.The horizontal coordinates were established by GPS observations
 AJ6406.and adjusted by the National Geodetic Survey in December 2001..
 AJ6406
 AJ6406.The orthometric height was determined by GPS observations and a
 AJ6406.high-resolution geoid model using precise GPS observation and
 AJ6406.processing techniques.
 AJ6406
 AJ6406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6406
 AJ6406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6406
 AJ6406.The ellipsoidal height was determined by GPS observations
 AJ6406.and is referenced to NAD 83.
 AJ6406
 AJ6406.The geoid height was determined by GEOID03.
 AJ6406
 AJ6406;                    North         East     Units Scale Factor Converg.
 AJ6406;SPC TX C     - 3,087,344.385 1,145,379.751   MT  0.99994186   +2 23 14.1
 AJ6406;SPC TX C     -10,129,062.37  3,757,800.07   sFT  0.99994186   +2 23 14.1
 AJ6406;UTM  15      - 3,362,969.892   240,670.757   MT  1.00042975   -1 21 54.2
 AJ6406
 AJ6406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6406!SPC TX C     -   0.99998854  x   0.99994186  =   0.99993040
 AJ6406!UTM  15      -   0.99998854  x   1.00042975  =   1.00041828
 AJ6406
 AJ6406                          SUPERSEDED SURVEY CONTROL
 AJ6406
 AJ6406.No superseded survey control is available for this station.
 AJ6406
 AJ6406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4067162970(NAD 83)
 AJ6406_MARKER: I = METAL ROD
 AJ6406_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6406_STAMPING: HGCSD 83
 AJ6406_MARK LOGO: HGCSD 
 AJ6406_PROJECTION: RECESSED 6 CENTIMETERS
 AJ6406_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6406+STABILITY: POSITION/ELEVATION WELL
 AJ6406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6406+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6406_ROD/PIPE-DEPTH: 7.3  meters
 AJ6406_SLEEVE-DEPTH  : 3.0 meters
 AJ6406
 AJ6406  HISTORY     - Date     Condition        Report By
 AJ6406  HISTORY     - 2000     MONUMENTED       HGCSD
 AJ6406
 AJ6406                          STATION DESCRIPTION
 AJ6406
 AJ6406'DESCRIBED BY HARRIS-GALV CO DIST 2000 (WMC)
 AJ6406'THE STATION IS LOCATED ABOUT 1.25 MILES (2.01 KM) SOUTH OF MONTGOMERY,
 AJ6406'4.9 MILES (7.9 KM) EAST OF DOBBIN,14.3 MILES WEST NORTH WEST OF
 AJ6406'CONROE.  THE MARK IS ON R.R.  RIGHTAWAY.  TO REACH THE STATION FROM
 AJ6406'THE JUNCTION OF HIGHWAY 105 AND FM 149 IN MONTGOMERY, PROCEED SOUTH ON
 AJ6406'FM 149 FOR 1.25 MILES (2.01 KM) TO R.R.  CROSSING AND STATION ON THE
 AJ6406'RIGHT.  THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 AJ6406'ROD DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 10 FT
 AJ6406'(3.0 M) LONG FILLED WITH GREASE THAT IS INCASED IN A 5-INCH PVC PIPE
 AJ6406'WITH A LOGO CAP STAMPED---HGCSD 83---.  THE STATION IS 51.5 FT (15.7
 AJ6406'M) SOUTHWEST OF A SWITCHSTAND, 62.3 FEET (19.0 M) WEST SOUTHWEST OF
 AJ6406'THE WEST R.R.  CAUTION LIGHTS, 96 FT (29.3 M) SOUTH WEST OF THE
 AJ6406'CENTERLINE OF THE R.R.  CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5443 ***********************************************************************
 AW5443  HT_MOD      -  This is a Height Modernization Survey Station.
 AW5443  DESIGNATION -  HGCSD 9
 AW5443  PID         -  AW5443
 AW5443  STATE/COUNTY-  TX/HARRIS
 AW5443  USGS QUAD   -  WARREN LAKE (1980)
 AW5443
 AW5443                         *CURRENT SURVEY CONTROL
 AW5443  ___________________________________________________________________
 AW5443* NAD 83(1993)-  29 56 28.39502(N)    095 48 28.83263(W)     ADJUSTED  
 AW5443* NAVD 88     -        50.42   (meters)     165.4    (feet)  GPS OBS   
 AW5443  ___________________________________________________________________
 AW5443  X           -    -559,765.350 (meters)                     COMP
 AW5443  Y           -  -5,503,135.784 (meters)                     COMP
 AW5443  Z           -   3,164,740.670 (meters)                     COMP
 AW5443  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AW5443  ELLIP HEIGHT-          22.92  (meters)          (12/03/01) GPS OBS
 AW5443  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW5443  DYNAMIC HT  -          50.36  (meters)     165.2   (feet)  COMP
 AW5443  MODELED GRAV-     979,281.0   (mgal)                       NAVD 88
 AW5443
 AW5443  HORZ ORDER  -  FIRST
 AW5443  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW5443  ELLP ORDER  -  FOURTH    CLASS II
 AW5443
 AW5443.The horizontal coordinates were established by GPS observations
 AW5443.and adjusted by the National Geodetic Survey in December 2001..
 AW5443
 AW5443.The orthometric height was determined by GPS observations and a
 AW5443.high-resolution geoid model using precise GPS observation and
 AW5443.processing techniques. It supersedes the leveled height previously
 AW5443.determined for this station.
 AW5443.The vertical order pertains to the first NAVD 88 superseded value.
 AW5443
 AW5443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW5443
 AW5443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5443
 AW5443.The ellipsoidal height was determined by GPS observations
 AW5443.and is referenced to NAD 83.
 AW5443
 AW5443.The geoid height was determined by GEOID03.
 AW5443
 AW5443.The dynamic height is computed by dividing the NAVD 88
 AW5443.geopotential number by the normal gravity value computed on the
 AW5443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5443.degrees latitude (g = 980.6199 gals.).
 AW5443
 AW5443.The modeled gravity was interpolated from observed gravity values.
 AW5443
 AW5443;                    North         East     Units Scale Factor Converg.
 AW5443;SPC TXSC     - 4,237,818.560   908,101.475   MT  0.99991907   +1 33 49.7
 AW5443;SPC TXSC     -13,903,576.39  2,979,329.59   sFT  0.99991907   +1 33 49.7
 AW5443;UTM  15      - 3,315,588.804   228,959.726   MT  1.00050647   -1 24 08.5
 AW5443
 AW5443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5443!SPC TXSC     -   0.99999640  x   0.99991907  =   0.99991547
 AW5443!UTM  15      -   0.99999640  x   1.00050647  =   1.00050287
 AW5443
 AW5443                          SUPERSEDED SURVEY CONTROL
 AW5443
 AW5443  ELLIP H (10/25/00)   22.95   (m)                       GP(       ) 4 1
 AW5443  NAD 83(1993)-  29 56 28.39518(N)    095 48 28.83208(W) AD(       ) 1
 AW5443  ELLIP H (10/17/96)   23.07   (m)                       GP(       ) 3 1
 AW5443  NAD 83(1993)-  29 56 28.39456(N)    095 48 28.83144(W) AD(       ) 1
 AW5443  ELLIP H (02/16/96)   22.98   (m)                       GP(       ) 5 1
 AW5443  NAD 83(1986)-  29 56 28.40925(N)    095 48 28.81324(W) AD(       ) 1
 AW5443  NAVD 88 (06/15/91)   50.496  (m)          165.67   (f) ADJUSTED    1 2
 AW5443  NGVD 29 (12/23/87)   50.487  (m)          165.64   (f) ADJUSTED    1 2
 AW5443
 AW5443.Superseded values are not recommended for survey control.
 AW5443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5443.See file dsdata.txt to determine how the superseded data were derived.
 AW5443
 AW5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2896015589(NAD 83)
 AW5443_MARKER: I = METAL ROD
 AW5443_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW5443_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW5443_STAMPING: HGCSD 9 1986
 AW5443_MARK LOGO: NGS   
 AW5443_PROJECTION: FLUSH
 AW5443_MAGNETIC: I = MARKER IS A STEEL ROD
 AW5443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5443+STABILITY: POSITION/ELEVATION WELL
 AW5443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5443+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW5443_ROD/PIPE-DEPTH: 14.6 meters
 AW5443_SLEEVE-DEPTH  : 6.1 meters
 AW5443
 AW5443  HISTORY     - Date     Condition        Report By
 AW5443  HISTORY     - 1986     MONUMENTED       NGS
 AW5443  HISTORY     - 1987     GOOD             NGS
 AW5443  HISTORY     - 19931106 GOOD             USPSQD
 AW5443  HISTORY     - 19941122 GOOD             HGCSD
 AW5443  HISTORY     - 20041013 GOOD             USPSQD
 AW5443  HISTORY     - 20051026 GOOD             USPSQD
 AW5443
 AW5443                          STATION DESCRIPTION
 AW5443
 AW5443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5443'12.0 KM (7.45 MI) SOUTH FROM KATY.
 AW5443'3.2 KM (2.0 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION
 AW5443'WITH HEGAR ROAD IN HOCKLEY, THENCE 8.8 KM (5.45 MI) SOUTHERLY ALONG
 AW5443'KATY-HOCKLEY ROAD, 2.8 KM (1.75 MI) SOUTH OF THE INTERSECTION OF JACK
 AW5443'ROAD, 16.9 M (55.4 FT) EAST OF THE CENTERLINE OF THE ROAD, 7.5 M (24.6
 AW5443'FT) NORTH OF THE CENTER OF A DRIVEWAY, AND 5.0 M (16.4 FT) NORTHEAST
 AW5443'OF A METAL GATE POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 AW5443'5-INCH LOGO CAP.
 AW5443'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5443
 AW5443                          STATION RECOVERY (1987)
 AW5443
 AW5443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 AW5443'THE STATION IS LOCATED ABOUT 51.5 KM (32.0 MI)
 AW5443'NORTHWEST OF HOUSTON, 15.3 KM (9.5 MI) SOUTHEAST OF WALLER
 AW5443'AND 8.0 KM (5.0 MI) SOUTH OF HOCKLEY.
 AW5443'OWNERSHIP--GAIL PEREZ, ROUTE 12, BOX 218, HOUSTON TX 77040,
 AW5443'PHONE 713-373-4308.
 AW5443'
 AW5443'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290,
 AW5443'STATE HIGHWAY 6 AND FARM ROAD 2920, IN THE EAST EDGE OF WALLER.
 AW5443'GO SOUTHEAST ON U.S. HIGHWAY 290 AND STATE HIGHWAY 6 FOR 7.1 KM
 AW5443'(4.4 MI) TO A TRAFFIC SIGNAL IN THE SMALL TOWN OF HOCKLEY, CONTINUE
 AW5443'SOUTHEAST ON HIGHWAYS 290 AND 6 FOR 3.4 KM (2.1 MI) TO A CROSSROAD.
 AW5443'THE HIGHWAY IS FOUR-LANES HERE SEPERATED BY A WIDE MEDIAN, WITH
 AW5443'ROBERTS ROAD GOING NORTH AND KATY HOCKLEY ROAD GOING SOUTH.  TURN
 AW5443'RIGHT AND GO SOUTH ON KATY HOCKLEY ROAD FOR 6.2 KM (3.85 MI) TO
 AW5443'JACK ROAD ON THE RIGHT, CONTINUE SOUTH ON KATY HOCKLEY ROAD FOR
 AW5443'2.8 KM (1.75 MI) TO THE PEREZ HOME AND THE STATION ON THE LEFT.
 AW5443'
 AW5443'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 AW5443'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 20 FEET
 AW5443'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 AW5443'LOGO CAP STAMPED---HGCSD 9 1986---, THE ROD IS RECESSED 8 CM BELOW
 AW5443'THE GROUND.  LOCATED
 AW5443'16.9 METERS (55.5 FT) EAST FROM THE CENTERLINE OF ROBERTS ROAD,
 AW5443'7.0 METERS (23.0 FT) NORTH FROM THE CENTER OF THE DRIVEWAY AND
 AW5443'5.2 METERS (16.9 FT) NORTHEAST FROM THE NORTH METAL GATE POST AT
 AW5443'THE ENTRANCE OF THE DRIVEWAY.
 AW5443'
 AW5443'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AW5443'
 AW5443'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 AW5443'
 AW5443'DESCRIBED BY P.C. OSLEY.
 AW5443
 AW5443                          STATION RECOVERY (1993)
 AW5443
 AW5443'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5443'RECOVERED IN GOOD CONDITION.
 AW5443
 AW5443                          STATION RECOVERY (1994)
 AW5443
 AW5443'RECOVERY NOTE BY HARRIS-GALV CO DIST 1994 (JCH)
 AW5443'RECOVERED AS DESCRIBED.
 AW5443
 AW5443                          STATION RECOVERY (2004)
 AW5443
 AW5443'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5443'RECOVERED IN GOOD CONDITION.
 AW5443
 AW5443                          STATION RECOVERY (2005)
 AW5443
 AW5443'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW5443'FOUND AS DESCRIBED.  1987 DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7501 ***********************************************************************
 AB7501  HT_MOD      -  This is a Height Modernization Survey Station.
 AB7501  DESIGNATION -  HGCSD OFFICE POLE
 AB7501  PID         -  AB7501
 AB7501  STATE/COUNTY-  TX/HARRIS
 AB7501  USGS QUAD   -  FRIENDSWOOD (1995)
 AB7501
 AB7501                         *CURRENT SURVEY CONTROL
 AB7501  ___________________________________________________________________
 AB7501* NAD 83(1993)-  29 32 19.00957(N)    095 09 08.01706(W)     ADJUSTED  
 AB7501* NAVD 88     -        11.18   (meters)      36.7    (feet)  GPS OBS   
 AB7501  ___________________________________________________________________
 AB7501  X           -    -498,728.661 (meters)                     COMP
 AB7501  Y           -  -5,531,197.450 (meters)                     COMP
 AB7501  Z           -   3,125,971.434 (meters)                     COMP
 AB7501  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AB7501  ELLIP HEIGHT-         -15.85  (meters)          (12/03/01) GPS OBS
 AB7501  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AB7501
 AB7501  HORZ ORDER  -  FIRST
 AB7501  ELLP ORDER  -  FOURTH    CLASS II
 AB7501
 AB7501.The horizontal coordinates were established by GPS observations
 AB7501.and adjusted by the National Geodetic Survey in December 2001..
 AB7501
 AB7501.The orthometric height was determined by GPS observations and a
 AB7501.high-resolution geoid model using precise GPS observation and
 AB7501.processing techniques.
 AB7501
 AB7501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7501
 AB7501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7501
 AB7501.The ellipsoidal height was determined by GPS observations
 AB7501.and is referenced to NAD 83.
 AB7501
 AB7501.The geoid height was determined by GEOID03.
 AB7501
 AB7501;                    North         East     Units Scale Factor Converg.
 AB7501;SPC TXSC     - 4,195,124.430   972,846.704   MT  0.99986954   +1 53 06.3
 AB7501;SPC TXSC     -13,763,504.07  3,191,747.89   sFT  0.99986954   +1 53 06.3
 AB7501;UTM  15      - 3,269,593.527   291,443.820   MT  1.00013671   -1 03 41.2
 AB7501
 AB7501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7501!SPC TXSC     -   1.00000249  x   0.99986954  =   0.99987203
 AB7501!UTM  15      -   1.00000249  x   1.00013671  =   1.00013920
 AB7501
 AB7501                          SUPERSEDED SURVEY CONTROL
 AB7501
 AB7501  ELLIP H (10/25/00)  -15.76   (m)                       GP(       ) 4 1
 AB7501  NAD 83(1993)-  29 32 19.01021(N)    095 09 08.01604(W) AD(       ) 1
 AB7501  ELLIP H (10/17/96)  -15.63   (m)                       GP(       ) 3 1
 AB7501
 AB7501.Superseded values are not recommended for survey control.
 AB7501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7501.See file dsdata.txt to determine how the superseded data were derived.
 AB7501
 AB7501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9144469594(NAD 83)
 AB7501_MARKER: Z = SEE DESCRIPTION
 AB7501_SETTING: 0 = UNSPECIFIED SETTING
 AB7501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7501+STABILITY: SURFACE MOTION
 AB7501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7501+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7501
 AB7501  HISTORY     - Date     Condition        Report By
 AB7501  HISTORY     - 1995     MONUMENTED       HGCSD
 AB7501
 AB7501                          STATION DESCRIPTION
 AB7501
 AB7501'DESCRIBED BY HARRIS-GALV CO DIST 1995 (JCH)
 AB7501'FROM DOWNTOWN HOUSTON 19.5 MILES (31.4 KM) SOUTHEAST ON I45 TO BAYAREA
 AB7501'BLVD.  WEST ON BAY AREA BLVD .7MILES TO 1660 WEST BAY AREA BLVD  IN
 AB7501'THE NORTH EAST CORNER OF THE PROPERTY IS AN AIRCONDITIONER  MART IS A
 AB7501'2IN DIA POLE ABOUT 9 FEET (2.7 M) TALL 10 FEET (3.0 M) NORTHWEST OF
 AB7501'AIRCONDITIONERON THE NORTH EDGE OF BUSHES  MARK IS THE PHASE CENTER OF
 AB7501'THE ANTENNA ON TOP OF THE POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0033 ***********************************************************************
 GK0033  DESIGNATION -  HH 138
 GK0033  PID         -  GK0033
 GK0033  STATE/COUNTY-  TX/LIPSCOMB
 GK0033  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK0033
 GK0033                         *CURRENT SURVEY CONTROL
 GK0033  ___________________________________________________________________
 GK0033* NAD 83(1986)-  36 06 19.     (N)    100 03 48.     (W)     SCALED    
 GK0033* NAVD 88     -       798.640  (meters)    2620.20   (feet)  ADJUSTED  
 GK0033  ___________________________________________________________________
 GK0033  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 GK0033  DYNAMIC HT  -         797.807 (meters)    2617.47  (feet)  COMP
 GK0033  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 GK0033
 GK0033  VERT ORDER  -  FIRST     CLASS II
 GK0033
 GK0033.The horizontal coordinates were scaled from a topographic map and have
 GK0033.an estimated accuracy of +/- 6 seconds.
 GK0033
 GK0033.The orthometric height was determined by differential leveling
 GK0033.and adjusted by the National Geodetic Survey in June 1991..
 GK0033
 GK0033.The geoid height was determined by GEOID03.
 GK0033
 GK0033.The dynamic height is computed by dividing the NAVD 88
 GK0033.geopotential number by the normal gravity value computed on the
 GK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0033.degrees latitude (g = 980.6199 gals.).
 GK0033
 GK0033.The modeled gravity was interpolated from observed gravity values.
 GK0033
 GK0033;                    North         East    Units  Estimated Accuracy
 GK0033;SPC TX N     - 1,234,500.      329,360.      MT  (+/- 180 meters Scaled)
 GK0033
 GK0033                          SUPERSEDED SURVEY CONTROL
 GK0033
 GK0033  NGVD 29 (??/??/92)  798.305  (m)         2619.11   (f) ADJ UNCH    1 2
 GK0033
 GK0033.Superseded values are not recommended for survey control.
 GK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0033.See file dsdata.txt to determine how the superseded data were derived.
 GK0033
 GK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME042961(NAD 83)
 GK0033_MARKER: DB = BENCH MARK DISK
 GK0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0033_STAMPING: HH-138 1934
 GK0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0033+STABILITY: SURFACE MOTION
 GK0033
 GK0033  HISTORY     - Date     Condition        Report By
 GK0033  HISTORY     - 1934     MONUMENTED       CGS
 GK0033  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0033
 GK0033                          STATION DESCRIPTION
 GK0033
 GK0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0033'2.5 MI SW FROM HIGGINS.
 GK0033'2.5 MILES SOUTHWEST OF NEW HIGGINS HOTEL, AT HIGGINS 320 FEET
 GK0033'NORTHWEST OF MILE POST 431. 80 FEET NORTH OF THE CENTERLINE OF
 GK0033'ATCHISON TOPEKA AND SANTA FE RAILROAD.  20 FEET SOUTH OF THE RAILROAD
 GK0033'RIGHT-OF-WAY FENCE LINE.  NOTE-- MIGHT BE COVERED WITH SAND.
 GK0033
 GK0033                          STATION RECOVERY (1972)
 GK0033
 GK0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0066 ***********************************************************************
 FL0066  DESIGNATION -  HH 256 RESET 1947
 FL0066  PID         -  FL0066
 FL0066  STATE/COUNTY-  TX/HEMPHILL
 FL0066  USGS QUAD   -  MENDOTA (1967)
 FL0066
 FL0066                         *CURRENT SURVEY CONTROL
 FL0066  ___________________________________________________________________
 FL0066* NAD 83(1986)-  35 51 15.     (N)    100 28 04.     (W)     SCALED    
 FL0066* NAVD 88     -       744.07   (meters)    2441.2    (feet)  RESET     
 FL0066  ___________________________________________________________________
 FL0066  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FL0066
 FL0066  VERT ORDER  -  THIRD
 FL0066
 FL0066.The horizontal coordinates were scaled from a topographic map and have
 FL0066.an estimated accuracy of +/- 6 seconds.
 FL0066
 FL0066.The orthometric height was computed from unverified reset data.
 FL0066
 FL0066.The geoid height was determined by GEOID03.
 FL0066
 FL0066;                    North         East    Units  Estimated Accuracy
 FL0066;SPC TX N     - 1,206,190.      293,230.      MT  (+/- 180 meters Scaled)
 FL0066
 FL0066                          SUPERSEDED SURVEY CONTROL
 FL0066
 FL0066.No superseded survey control is available for this station.
 FL0066
 FL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE674687(NAD 83)
 FL0066_MARKER: DB = BENCH MARK DISK
 FL0066_SETTING: 0 = UNSPECIFIED SETTING
 FL0066_STAMPING: HH 256 RESET 1947
 FL0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0066
 FL0066  HISTORY     - Date     Condition        Report By
 FL0066  HISTORY     - 1947     MONUMENTED       ATSFRR
 FL0066
 FL0066                          STATION DESCRIPTION
 FL0066
 FL0066'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1947
 FL0066'6.2 MI SW FROM CANADIAN.
 FL0066'ABOUT 6.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL0066'FROM THE STATION AT CANADIAN, HEMPHILL COUNTY, AT BRIDGE 461-C, IN THE
 FL0066'WEST END OF THE SOUTH HEAD WALL, 10.8 FEET WEST OF THE CENTER LINE OF
 FL0066'THE BRIDGE, AND 18.4 FEET SOUTH OF THE CENTER LINE OF THE TRACK. A
 FL0066'STANDARD DISK, STAMPED HH 256 RESET 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0363 ***********************************************************************
 GK0363  DESIGNATION -  HH 377
 GK0363  PID         -  GK0363
 GK0363  STATE/COUNTY-  TX/HANSFORD
 GK0363  USGS QUAD   -  SPEARMAN (1974)
 GK0363
 GK0363                         *CURRENT SURVEY CONTROL
 GK0363  ___________________________________________________________________
 GK0363* NAD 83(1986)-  36 11 55.     (N)    101 09 53.     (W)     SCALED    
 GK0363* NAVD 88     -       942.753  (meters)    3093.02   (feet)  ADJUSTED  
 GK0363  ___________________________________________________________________
 GK0363  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 GK0363  DYNAMIC HT  -         941.739 (meters)    3089.69  (feet)  COMP
 GK0363  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 GK0363
 GK0363  VERT ORDER  -  SECOND    CLASS 0
 GK0363
 GK0363.The horizontal coordinates were scaled from a topographic map and have
 GK0363.an estimated accuracy of +/- 6 seconds.
 GK0363
 GK0363.The orthometric height was determined by differential leveling
 GK0363.and adjusted by the National Geodetic Survey in June 1991..
 GK0363
 GK0363.The geoid height was determined by GEOID03.
 GK0363
 GK0363.The dynamic height is computed by dividing the NAVD 88
 GK0363.geopotential number by the normal gravity value computed on the
 GK0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0363.degrees latitude (g = 980.6199 gals.).
 GK0363
 GK0363.The modeled gravity was interpolated from observed gravity values.
 GK0363
 GK0363;                    North         East    Units  Estimated Accuracy
 GK0363;SPC TX N     - 1,243,970.      230,150.      MT  (+/- 180 meters Scaled)
 GK0363
 GK0363                          SUPERSEDED SURVEY CONTROL
 GK0363
 GK0363.No superseded survey control is available for this station.
 GK0363
 GK0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF053081(NAD 83)
 GK0363_MARKER: DB = BENCH MARK DISK
 GK0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0363_STAMPING: HH 377 1943
 GK0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0363+STABILITY: SURFACE MOTION
 GK0363
 GK0363  HISTORY     - Date     Condition        Report By
 GK0363  HISTORY     - 1943     MONUMENTED       CGS
 GK0363  HISTORY     - 1962     MARK NOT FOUND   USGS
 GK0363
 GK0363                          STATION DESCRIPTION
 GK0363
 GK0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0363'1.3 MI E FROM SPEARMAN.
 GK0363'1.3 MILES EAST ALONG A GRADED HIGHWAY FROM THE COURTHOUSE AT SPEARMAN,
 GK0363'DIRECTLY ACROSS THE HIGHWAY FROM AN UNPAINTED RANCH HOUSE, 2.0 FEET
 GK0363'WEST OF THE EXTENSION ACROSS THE HIGHWAY OF THE LINE OF THE EAST SIDE
 GK0363'OF THE HOUSE, 103.0 FEET NORTHEAST OF THE CENTER-LINE OF THE HIGHWAY
 GK0363'AT THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTH, 93.1 FEET EAST
 GK0363'OF THE FENCE LINE CORNER POST, 46.5 FEET NORTH OF CENTER-LINE OF
 GK0363'HIGHWAY, 2.1 FEET SOUTH OF RIGHT-OF-WAY FENCE LINE, SET IN TOP OF
 GK0363'CONCRETE POST PROJECTING 5 INCHES ABOVE THE GROUND.
 GK0363
 GK0363                          STATION RECOVERY (1962)
 GK0363
 GK0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GK0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9171 ***********************************************************************
 AC9171  SACS        -  This is a Secondary Airport Control Station.
 AC9171  DESIGNATION -  HHF A
 AC9171  PID         -  AC9171
 AC9171  STATE/COUNTY-  TX/HEMPHILL
 AC9171  USGS QUAD   -  CANADIAN WEST (1972)
 AC9171
 AC9171                         *CURRENT SURVEY CONTROL
 AC9171  ___________________________________________________________________
 AC9171* NAD 83(1993)-  35 53 28.22092(N)    100 24 31.08845(W)     ADJUSTED  
 AC9171* NAVD 88     -       726.66   (meters)    2384.1    (feet)  GPS OBS   
 AC9171  ___________________________________________________________________
 AC9171  X           -    -934,710.408 (meters)                     COMP
 AC9171  Y           -  -5,088,516.849 (meters)                     COMP
 AC9171  Z           -   3,718,825.425 (meters)                     COMP
 AC9171  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AC9171  ELLIP HEIGHT-         698.67  (meters)          (02/05/01) GPS OBS
 AC9171  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AC9171
 AC9171  HORZ ORDER  -  FIRST
 AC9171  ELLP ORDER  -  FIFTH     CLASS I
 AC9171
 AC9171.This mark is at Hemphill Co (HHF) Airport (HHF)
 AC9171
 AC9171.The horizontal coordinates were established by GPS observations
 AC9171.and adjusted by the National Geodetic Survey in June 1997..
 AC9171
 AC9171.The orthometric height was determined by GPS observations and a
 AC9171.high-resolution geoid model.
 AC9171
 AC9171.GPS derived orthometric heights for airport stations designated as
 AC9171.PACS or SACS are published to 2 decimal places.  This maintains
 AC9171.centimeter relative accuracy between the PACS and SACS.  It does
 AC9171.not indicate centimeter accuracy relative to other marks which are
 AC9171.part of the NAVD 88 network.
 AC9171
 AC9171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9171
 AC9171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9171
 AC9171.The ellipsoidal height was determined by GPS observations
 AC9171.and is referenced to NAD 83.
 AC9171
 AC9171.The geoid height was determined by GEOID03.
 AC9171
 AC9171;                    North         East     Units Scale Factor Converg.
 AC9171;SPC TX N     - 1,210,347.588   298,529.021   MT  0.99994490   +0 37 56.9
 AC9171;SPC TX N     - 3,970,948.71    979,423.96   sFT  0.99994490   +0 37 56.9
 AC9171;UTM  14      - 3,972,794.313   372,864.774   MT  0.99979917   -0 49 33.3
 AC9171
 AC9171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9171!SPC TX N     -   0.99989035  x   0.99994490  =   0.99983526
 AC9171!UTM  14      -   0.99989035  x   0.99979917  =   0.99968955
 AC9171
 AC9171                          SUPERSEDED SURVEY CONTROL
 AC9171
 AC9171  ELLIP H (06/16/97)  698.68   (m)                       GP(       ) 5 1
 AC9171
 AC9171.Superseded values are not recommended for survey control.
 AC9171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9171.See file dsdata.txt to determine how the superseded data were derived.
 AC9171
 AC9171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE7286572794(NAD 83)
 AC9171_MARKER: DH = HORIZONTAL CONTROL DISK
 AC9171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9171_SP_SET: HEADWALL
 AC9171_STAMPING: HHF A 1995
 AC9171_MARK LOGO: NGS   
 AC9171_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9171+STABILITY: SURFACE MOTION
 AC9171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9171+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC9171
 AC9171  HISTORY     - Date     Condition        Report By
 AC9171  HISTORY     - 1995     MONUMENTED       NGS
 AC9171
 AC9171                          STATION DESCRIPTION
 AC9171
 AC9171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AC9171'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHWEST OF CANADIAN,
 AC9171'AT THE HEMPHILL COUNTY AIRPORT.  NEAR THE SOUTHEAST END OF RUNWAY
 AC9171'4-22, SET IN THE TOP CENTER OF A 30X60 FOOT CONCRETE MATT HEADWALL.
 AC9171'OWNERSHIP--HEMPHILL COUNTY, P.O.  BOX 536, CANADIAN, TX.  79014.
 AC9171'AIRPORT MANAGER CHARLES L.  KESSIE, 806-323-6521.  TO REACH THE
 AC9171'STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 60, 83 AND FARM ROAD 2388
 AC9171'IN CANADIAN, GO SOUTHWEST 2.4 KM (1.50 MI) ON HIGHWAYS 60 AND 83 TO A
 AC9171'PAVED ROAD RIGHT.  TURN RIGHT, WEST, 0.6 KM (0.35 MI) DOWNGRADE, TO A
 AC9171'HANGAR ON THE RIGHT JUST PAST A SHARP CURVE TO THE LEFT.  PASS HANGAR,
 AC9171'TURN RIGHT, WEST, 0.2 KM (0.10 MI) ACROSS APRON AND ALONG TAXI TO A
 AC9171'RUNWAY JUNCTION.  TURN LEFT, SOUTHWEST, 0.75 KM (0.45 MI) ALONG RUNWAY
 AC9171'4-22 TO THE STATION ON THE LEFT.  STATION IS SET IN TOP OF AND 9.7 M
 AC9171'(31.8 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 AC9171'MATT HEADWALL OF 4 CULVERTS UNDER THE RUNWAY, 28.5 M (93.5 FT)
 AC9171'SOUTHEAST OF THE RUNWAY CENTERLINE, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 AC9171'THE RUNWAY, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST. NOTE--THIS
 AC9171'STATION HAS BEEN SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1162 ***********************************************************************
 CR1162  DESIGNATION -  HICKEY
 CR1162  PID         -  CR1162
 CR1162  STATE/COUNTY-  TX/RUSK
 CR1162  USGS QUAD   -  BERRYHILL CREEK (1973)
 CR1162
 CR1162                         *CURRENT SURVEY CONTROL
 CR1162  ___________________________________________________________________
 CR1162* NAD 83(1993)-  32 05 33.32195(N)    094 52 29.57989(W)     ADJUSTED  
 CR1162* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 CR1162  ___________________________________________________________________
 CR1162  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CR1162  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR1162
 CR1162  HORZ ORDER  -  THIRD
 CR1162
 CR1162.The horizontal coordinates were established by classical geodetic methods
 CR1162.and adjusted by the National Geodetic Survey in February 1996..
 CR1162
 CR1162.The orthometric height was scaled from a topographic map.
 CR1162
 CR1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1162
 CR1162.The geoid height was determined by GEOID03.
 CR1162
 CR1162;                    North         East     Units Scale Factor Converg.
 CR1162;SPC TXNC     - 2,053,135.940   942,140.024   MT  1.00001153   +1 58 37.6
 CR1162;SPC TXNC     - 6,735,996.83  3,091,004.40   sFT  1.00001153   +1 58 37.6
 CR1162;SPC TX C     - 3,281,584.675 1,215,092.762   MT  1.00006292   +2 48 41.1
 CR1162;SPC TX C     -10,766,332.39  3,986,516.84   sFT  1.00006292   +2 48 41.1
 CR1162;UTM  15      - 3,552,236.923   323,071.589   MT  0.99998606   -0 59 46.9
 CR1162
 CR1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1162!SPC TXNC     -   0.99998170  x   1.00001153  =   0.99999323
 CR1162!SPC TX C     -   0.99998170  x   1.00006292  =   1.00004462
 CR1162!UTM  15      -   0.99998170  x   0.99998606  =   0.99996776
 CR1162
 CR1162|---------------------------------------------------------------------|
 CR1162| PID    Reference Object                     Distance      Geod. Az  |
 CR1162|                                                           dddmmss.s |
 CR1162| CX6458 HICKEY RM 1                           8.217 METERS 05251     |
 CR1162| CX6459 HICKEY RM 2                           7.925 METERS 23036     |
 CR1162| CX6457 HICKEY AZ MK                                       2371551.8 |
 CR1162|---------------------------------------------------------------------|
 CR1162
 CR1162                          SUPERSEDED SURVEY CONTROL
 CR1162
 CR1162  NAD 83(1986)-  32 05 33.33132(N)    094 52 29.56711(W) AD(       ) 3
 CR1162  NAD 27      -  32 05 32.75040(N)    094 52 28.77380(W) AD(       ) 3
 CR1162
 CR1162.Superseded values are not recommended for survey control.
 CR1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1162.See file dsdata.txt to determine how the superseded data were derived.
 CR1162
 CR1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR2307252237(NAD 83)
 CR1162_MARKER: DS = TRIANGULATION STATION DISK
 CR1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1162
 CR1162  HISTORY     - Date     Condition        Report By
 CR1162  HISTORY     - 1958     MONUMENTED       CGS
 CR1162
 CR1162                          STATION DESCRIPTION
 CR1162
 CR1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1162'THE STATION IS LOCATED ON THE EAST RIGHT OF WAY OF U.S. HIGHWAY
 CR1162'79 ON THE HIGHEST PART OF A BARE KNOLL WHICH IS ABOUT 6
 CR1162'MILES SOUTHWEST OF HENDERSON AND 0.2 MILE SOUTHWEST OF THE
 CR1162'HICKEY BAPTIST CHURCH.  IT IS ACROSS THE HIGHWAY FROM THE
 CR1162'DUNCANS GROCERY AND SERVICE STATION.  IT IS 60 FEET
 CR1162'EAST-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 79.  THE MARK
 CR1162'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 CR1162'STAMPED HICKEY 1958.
 CR1162'
 CR1162'REFERENCE MARK NO. 1 IS 60 FEET EAST-SOUTHEAST OF THE CENTER
 CR1162'OF U.S. HIGHWAY 79.  THE MARK PROJECTS 4 INCHES ABOVE THE
 CR1162'SURFACE OF THE GROUND AND IS STAMPED HICKEY NO 1 1958.
 CR1162'
 CR1162'REFERENCE MARK NO. 2 IS 60 FEET EAST-SOUTHEAST OF THE CENTER
 CR1162'OF U.S. HIGHWAY 79.  THE MARK PROJECTS 3 INCHES ABOVE THE
 CR1162'SURFACE OF THE GROUND AND IS STAMPED HICKEY NO 2 1958.
 CR1162'
 CR1162'THE AZIMUTH MARK IS 49 FEET NORTH-NORTHWEST OF THE CENTER
 CR1162'OF U.S. HIGHWAY 79 AND 1 FOOT NORTH-NORTHEAST OF A HIGHWAY
 CR1162'RIGHT OF WAY MARKER POST.  THE MARK PROJECTS 2 INCHES ABOVE
 CR1162'THE SURFACE OF THE GROUND AND IS STAMPED HICKEY 1958.
 CR1162'
 CR1162'TO REACH THE STATION FROM THE JUNCTION OF TEXAS HIGHWAY 26
 CR1162'AND U.S. HIGHWAY 79 IN THE SOUTH PART OF HENDERSON GO SOUTHWEST
 CR1162'ON U.S. HIGHWAY 79 FOR 5.9 MILES TO THE JUNCTION WITH FARM
 CR1162'ROAD 839.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 79 FOR 0.2
 CR1162'MILES TO THE STATION ON THE LEFT AS DESCRIBED AND A GROCERY
 CR1162'AND SERVICE STATION ON THE RIGHT.
 CR1162'
 CR1162'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHWEST
 CR1162'ON U.S. HIGHWAY 79 AND GO 0.25 MILE TO THE AZIMUTH MARK ON
 CR1162'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0279 ***********************************************************************
 AE0279  DESIGNATION -  HICKLEY
 AE0279  PID         -  AE0279
 AE0279  STATE/COUNTY-  TX/HIDALGO
 AE0279  USGS QUAD   -  MISSION (1983)
 AE0279
 AE0279                         *CURRENT SURVEY CONTROL
 AE0279  ___________________________________________________________________
 AE0279* NAD 83(1993)-  26 08 49.44812(N)    098 16 15.23279(W)     ADJUSTED  
 AE0279* NAVD 88     -        31.196  (meters)     102.35   (feet)  POSTED    
 AE0279  ___________________________________________________________________
 AE0279  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AE0279  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AE0279  DYNAMIC HT  -          31.140 (meters)     102.17  (feet)  COMP
 AE0279  MODELED GRAV-     978,982.3   (mgal)                       NAVD 88
 AE0279
 AE0279  HORZ ORDER  -  FIRST
 AE0279  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0279
 AE0279.The horizontal coordinates were established by classical geodetic methods
 AE0279.and adjusted by the National Geodetic Survey in February 1996..
 AE0279
 AE0279.The orthometric height was determined by differential leveling
 AE0279.and adjusted by the National Geodetic Survey in 1992..
 AE0279.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0279.rate of 1.1 thru 2.0 mm/km.
 AE0279
 AE0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE0279
 AE0279.The geoid height was determined by GEOID03.
 AE0279
 AE0279.The dynamic height is computed by dividing the NAVD 88
 AE0279.geopotential number by the normal gravity value computed on the
 AE0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0279.degrees latitude (g = 980.6199 gals.).
 AE0279
 AE0279.The modeled gravity was interpolated from observed gravity values.
 AE0279
 AE0279;                    North         East     Units Scale Factor Converg.
 AE0279;SPC TX S     - 5,053,247.089   322,908.635   MT  1.00000499   +0 06 14.4
 AE0279;SPC TX S     -16,578,861.49  1,059,409.41   sFT  1.00000499   +0 06 14.4
 AE0279;UTM  14      - 2,892,175.302   572,876.945   MT  0.99966557   +0 19 16.7
 AE0279
 AE0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE0279!SPC TX S     -   0.99999885  x   1.00000499  =   1.00000384
 AE0279!UTM  14      -   0.99999885  x   0.99966557  =   0.99966442
 AE0279
 AE0279:                Primary Azimuth Mark                     Grid Az
 AE0279:SPC TX S     -  HICKLEY AZ                               023 02 46.3
 AE0279:UTM  14      -  HICKLEY AZ                               022 49 44.0
 AE0279
 AE0279|---------------------------------------------------------------------|
 AE0279| PID    Reference Object                     Distance      Geod. Az  |
 AE0279|                                                           dddmmss.s |
 AE0279| AE0278 HICKLEY AZ                                         0230900.7 |
 AE0279| AE1493 MC ALLEN CENT L AND P CO TK         APPROX. 7.4 KM 0281620.4 |
 AE0279| AE1507 MC ALLEN STANDPIPE                  APPROX. 7.3 KM 0282102.4 |
 AE0279| AE1489 MC ALLEN SACRED HEART CATH CH       APPROX. 7.0 KM 0295713.2 |
 AE0279| AE1504 MC ALLEN SCHOOL TEMP SCAFFOLD       APPROX. 7.3 KM 0324800.0 |
 AE0279| AE1490 PHARR ELEV FLAG E OF RR STA         APPROX.10.4 KM 0591033.2 |
 AE0279| AE1492 PHARR STANDPIPE                     APPROX.10.0 KM 0592019.7 |
 AE0279| AE1499 TALL STACK S OF STA MC ALLEN        APPROX. 5.1 KM 0604516.3 |
 AE0279| AE1494 MC ALLEN HIDALGO WTR PLT STK        APPROX. 5.1 KM 0605701.8 |
 AE0279| AE1491 PHARR MUNICIPAL TANK                APPROX. 9.3 KM 0621929.2 |
 AE0279| AE1501 SAN JUAN MUNICIPAL TANK             APPROX.12.4 KM 0691105.7 |
 AE0279| AE1496 SAN JUAN BLACK ABANDONED TANK       APPROX.11.8 KM 0692236.1 |
 AE0279| AE1473 ALAMO MUNICIPAL TANK                APPROX.15.5 KM 0763550.6 |
 AE0279| AE0280 HICKLEY RM 1                         42.943 METERS 13430     |
 AE0279| AE1547 HIDALGO N MUN TANK                  APPROX. 4.5 KM 1640731.9 |
 AE0279| AE1543 HIDALGO CO WTR IMPROV PLT STK       APPROX. 5.6 KM 1704258.9 |
 AE0279| AE1541 HIDALGO CH STEEPLE NEAR RIVER       APPROX. 5.3 KM 1710945.7 |
 AE0279| AE1546 PUMP STATION TALL METAL STACK       APPROX. 4.7 KM 1825823.9 |
 AE0279| AE1545 REYNOSA RAD STA XER SE MAST         APPROX. 6.1 KM 1835608.6 |
 AE0279| AE1544 REYNOSA RAD STA XER NW MAST         APPROX. 5.9 KM 1841748.2 |
 AE0279| AE1542 REYNOSA GUADALUPE CATH CH DOME      APPROX. 6.1 KM 1860623.7 |
 AE0279| AE1529 HICKLEY 2 RM 3                      185.110 METERS 18848     |
 AE0279| AE1531 HICKLEY 2 RM 4                      200.111 METERS 19438     |
 AE0279| AE1530 HICKLEY 2                           185.760 METERS 19438     |
 AE0279| AE1540 HICKLEY 2 RM 5                      APPROX. 0.5 KM 2412310.0 |
 AE0279| AE0281 HICKLEY RM 2                         40.276 METERS 26044     |
 AE0279| CV3292 HICKLEY RM                           31.230 METERS 27254     |
 AE0279| AE1517 MONASTERY NORTH END E CUPOLA        APPROX. 5.5 KM 2784235.1 |
 AE0279| AE1514 METAL STACK SE OF STA MAMIE         APPROX.10.1 KM 2834114.9 |
 AE0279| AE1519 MISSION EDINBURG WATER CO STK       APPROX. 6.4 KM 2853920.9 |
 AE0279| AE1521 EDINBURG PUMP CO TALLER STK         APPROX. 6.4 KM 2854919.4 |
 AE0279| AE1513 DERRICK                             APPROX. 6.7 KM 2874914.1 |
 AE0279| AE1516 MISSION UNITED IRRIG 1ST STK        APPROX. 6.7 KM 2875910.5 |
 AE0279| AE1515 MISSION UNITED IRRIG 2ND STK        APPROX. 9.4 KM 3201441.9 |
 AE0279| AE1522 MISSION GUADALUPE CATH CH           APPROX. 9.1 KM 3215400.1 |
 AE0279| AE1523 MISSION OLD MUNICIPAL TANK          APPROX. 9.2 KM 3224459.7 |
 AE0279| AE1520 MISSION UNITED IRRIG 3RD STK        APPROX.12.9 KM 3311931.5 |
 AE0279| CV3290 HICKLEY AZ MK RESET                                3595954.6 |
 AE0279|---------------------------------------------------------------------|
 AE0279
 AE0279                          SUPERSEDED SURVEY CONTROL
 AE0279
 AE0279  NAD 83(1986)-  26 08 49.45358(N)    098 16 15.19750(W) AD(       ) 1
 AE0279  NAD 27      -  26 08 48.17978(N)    098 16 14.14644(W) AD(       ) 1
 AE0279  NGVD 29 (??/??/92)   31.300  (m)          102.69   (f) ADJ UNCH    2 0
 AE0279
 AE0279.Superseded values are not recommended for survey control.
 AE0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0279.See file dsdata.txt to determine how the superseded data were derived.
 AE0279
 AE0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7287792175(NAD 83)
 AE0279_MARKER: DS = TRIANGULATION STATION DISK
 AE0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0279_STAMPING: HICKLEY 1917
 AE0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0279+STABILITY: SURFACE MOTION
 AE0279
 AE0279  HISTORY     - Date     Condition        Report By
 AE0279  HISTORY     - 1917     MONUMENTED       CGS
 AE0279  HISTORY     - 1935     GOOD             CGS
 AE0279  HISTORY     - 1942     GOOD             CGS
 AE0279  HISTORY     - 1942     GOOD             NGS
 AE0279  HISTORY     - 1949     GOOD             CGS
 AE0279  HISTORY     - 1952     GOOD             CGS
 AE0279  HISTORY     - 1952     GOOD             CGS
 AE0279  HISTORY     - 1954     GOOD             CGS
 AE0279  HISTORY     - 1962     GOOD             USGS
 AE0279  HISTORY     - 1964     GOOD             CGS
 AE0279  HISTORY     - 1964     GOOD             NGS
 AE0279  HISTORY     - 1972     SEE DESCRIPTION  NGS
 AE0279  HISTORY     - 1974     GOOD             NGS
 AE0279  HISTORY     - 1974     MARK NOT FOUND   NGS
 AE0279
 AE0279                          STATION DESCRIPTION
 AE0279
 AE0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CVH)
 AE0279'STATION IS ABOUT 4 MILES S AND 2 MILES W OF MC ALLEN, ON
 AE0279'THE FARM OF J.J. HACKNEY, ABOUT 60 OR 70 METERS (197 OR
 AE0279'230 FEET) NW OF HIS HOUSE, 30 METERS (98 FEET) NW OF A CONCRETE
 AE0279'WATER TANK, 38 METERS (125 FEET) E OF THE E FENCE LINE ALONG
 AE0279'THE LANE LEADING S TO MR. HACKNEYS HOUSE, AND 25 METERS
 AE0279'(82 FEET) N OF HIS FEED-LOT FENCE.  IT IS BEST FOUND BY
 AE0279'GOING S FROM THE OLD RAILROAD DEPOT AT MC ALLEN FOR 4 MILES,
 AE0279'W 1 MILE, AND THEN S ONE-HALF MILE TO MR. HACKNEYS HOUSE.
 AE0279'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE.
 AE0279'UNDERGROUND MARK IS NAIL IN CONCRETE.
 AE0279'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 AE0279'31.23 METERS (102.5 FEET) FROM STATION N 87 DEG 06 MIN W.
 AE0279'ELEVATION OF STATION, 32.1 METERS (105 FEET).
 AE0279
 AE0279                          STATION RECOVERY (1935)
 AE0279
 AE0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE0279'STATION RECOVERED AS DESCRIBED EXCEPT THAT ORIGINAL REFERENCE
 AE0279'MARK HAS BEEN LOST.
 AE0279'
 AE0279'ADDITIONAL REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 AE0279'
 AE0279'REFERENCE MARK NO. 1 A STANDARD DISK SET IN TOP OF A CONCRETE
 AE0279'CYLINDER.  IS SE OF STATION AT
 AE0279'NE CORNER OF LARGE BARN.
 AE0279'
 AE0279'REFERENCE MARK NO. 2 A STANDARD DISK SET IN TOP OF A CONCRETE
 AE0279'CYLINDER.  IS SW OF STATION AT
 AE0279'SW CORNER OF FIELD, 20 FEET E OF CENTER LINE ROAD.
 AE0279'
 AE0279'AZIMUTH MARK IS NNE OF STATION 20 FEET S OF CENTER LINE
 AE0279'ROAD, 150 FEET SE OF STUCCO HOUSE.  TO REACH FROM STATION,
 AE0279'GO W TO ROAD, THENCE RIGHT (N) FOR 0.45 MILE, THENCE RIGHT
 AE0279'(E) FOR 0.2 MILE TO MARK ON RIGHT.
 AE0279'
 AE0279'TO REACH FROM OLD RAILROAD DEPOT IN MC ALLEN, GO S ON PAVED
 AE0279'ROAD FOR 3.7 MILES TO T-ROAD, THENCE RIGHT (W) FOR 1.0 MILE
 AE0279'TO CROSS ROAD, THENCE LEFT (S) FOR 0.45 MILE (0.2 MILE PAST
 AE0279'RAILROAD) TO MR. HACKNEYS YARD AND STATION.
 AE0279
 AE0279                          STATION RECOVERY (1942)
 AE0279
 AE0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AE0279'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 AE0279'
 AE0279'STATION IS ON THE PROPERTY OF MR. HACKNEY, ABOUT 197 FEET
 AE0279'NW OF THE NW CORNER OF HIS HOUSE, 98 FEET NW OF A CONCRETE
 AE0279'WATER TANK, AND ABOUT 125 FEET E OF THE CENTER LINE OF DIRT
 AE0279'ROAD.  IT IS STAMPED HICKLEY 1917.
 AE0279'
 AE0279'REFERENCE MARK 1 IS IN THE NE CORNER OF BARN, 140.9 FEET SE
 AE0279'FROM THE STATION.  IT IS STAMPED HICKLEY NO. 1 1935.
 AE0279'
 AE0279'REFERENCE MARK 2 IS 132.1 FEET WSW FROM THE STATION, IN THE
 AE0279'SW CORNER OF FIELD, AND 17 FEET E OF THE CENTER LINE OF DIRT
 AE0279'ROAD.  IT IS STAMPED HICKLEY NO. 2 1935.
 AE0279'
 AE0279'AZIMUTH MARK IS ABOUT 0.55 MILE N FROM THE STATION, ABOUT
 AE0279'240 YARDS E OF THE CENTER LINE OF DIRT CROSS ROAD, AND 35
 AE0279'FEET S OF THE CENTER LINE OF A GRAVEL ROAD.  IT IS STAMPED
 AE0279'HICKLEY 1935 AZI.
 AE0279'
 AE0279'STATION IS REACHED FROM THE POST OFFICE AT HIDALGO BY TRAVELING
 AE0279'0.1 MILE W ALONG U.S. HIGHWAY 281 TO INTERSECTION OF GRAVEL
 AE0279'ROAD LEADING N, THENCE GO 3 MILES N ALONG GRAVEL ROAD TO
 AE0279'INTERSECTION OF GRAVEL ROAD LEADING W, THENCE GO 0.9 MILE
 AE0279'W ALONG GRAVEL ROAD TO INTERSECTION OF DIRT CROSS ROAD.
 AE0279'THENCE GO 0.45 MILE S ALONG DIRT ROAD TO THE SITE OF THE
 AE0279'STATION.
 AE0279
 AE0279                          STATION RECOVERY (1942)
 AE0279
 AE0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AE0279'3.0 MI N FROM HIDALGO.
 AE0279'3.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE INTERSECTION OF U.S.
 AE0279'HIGHWAY 281 ABOUT 0.1 MILE WEST OF THE POST OFFICE AT HIDALGO, HIDALGO
 AE0279'COUNTY, THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, AND 0.4 MILE SOUTH
 AE0279'ALONG A DIRT ROAD.  197 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 AE0279'J.J. HACKNEY HOUSE IN 1942, 98 FEET NORTHWEST OF A CONCRETE WATER
 AE0279'TANK, 125 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, AND LEVEL WITH
 AE0279'THE ROAD.  A STANDARD TRIANGULATION-STATION DISK, STAMPED HICKLEY 1917
 AE0279'AND SET IN THE TOP OF A CONCRETE POST.
 AE0279
 AE0279                          STATION RECOVERY (1949)
 AE0279
 AE0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (TWB)
 AE0279'GENERALLY GOOD.  STATION IS 640 FEET S OF SAN BENITO AND
 AE0279'RIO GRANDE VALLEY RAILWAY CO. TRACKS AND 145 FEET N. 88 DEG
 AE0279'E. (MAGNETIC) FROM CENTER LINE OF COUNTY ROAD.  STATION MARK
 AE0279'IS WELL PROTECTED BY FENCE BUILT WITH 4-5-INCH CEDAR POSTS.
 AE0279'FENCE IS ABOUT 3-1/2 FEET SQUARE AND 4 FEET HIGH WITH 1-BY
 AE0279'6-INCH RAILING AROUND TOP OF POSTS.
 AE0279
 AE0279                          STATION RECOVERY (1952)
 AE0279
 AE0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (BRR)
 AE0279'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 AE0279'AZIMUTH MARK, DATED 1935, WAS REMOVED FROM A NEW ROAD
 AE0279'CONSTRUCTION AREA AFTER A NEW MARK WAS ESTABLISHED EXACTLY
 AE0279'IN LINE TO THE STATION AND IS 7.73 FT. NEARER THE STATION.
 AE0279'IT IS A STANDARD DISK SET IN A CONCRETE MONUMENT.  THE STATION
 AE0279'MARK AND AZIMUTH MARK ARE PROTECTED BY FOUR LARGE CEDAR POSTS.
 AE0279'
 AE0279'TO REACH THE STATION FROM MC ALLEN, GO S ON 23RD STREET FOR
 AE0279'4.0 MI., TURN RIGHT AND GO 1.0 MI. TO A LANE WITH A GAS METER
 AE0279'ON THE LEFT, TURN LEFT AND GO S FOR 0.45 MI. (0.2 MI. PAST
 AE0279'THE RAILROAD) TO MR. HACKNEYS YARD AND THE STATION AS DESCRIBED.
 AE0279
 AE0279                          STATION RECOVERY (1952)
 AE0279
 AE0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GMW)
 AE0279'THE STATION MARK, TWO REFERENCE MARKS, AND AZIMUTH MARK WERE
 AE0279'RECOVERED IN GOOD CONDITON.  ORIGINAL DESCRIPTION STATES
 AE0279'THAT THE UNDERGROUND MARK IS A NAIL, IN A BLOCK OF CONCRETE.
 AE0279'A COMPLETE DESCRIPTION FOLLOWS--
 AE0279'
 AE0279'THE STATION IS LOCATED IN TEXAS, ABOUT 3 MI. S OF MC ALLEN,
 AE0279'TEXAS, AND ABOUT 4 MI. E OF MISSION, TEXAS.  IT IS IN THE
 AE0279'SW CORNER OF A PLOWED FIELD, ALONG THE W SIDE OF THE FIELD,
 AE0279'AND ABOUT 120 FT. NE OF A WOODEN BARN.  THE TOWNS OF MC ALLEN
 AE0279'AND MISSION ARE VISIBLE FROM THE STATION, AND REYNOSA, MEXICO,
 AE0279'IS VISIBLE AT ABOUT 8 MI. S OF THE STATION.
 AE0279'
 AE0279'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY AND TWENTY-THIRD
 AE0279'STREETS IN MC ALLEN, TEXAS, PROCEED S ALONG TWENTY-THIRD
 AE0279'STREET FOR 3.8 MI. TO FARM ROAD 1016 ON THE RIGHT (W).  FOLLOW
 AE0279'THIS ROAD FOR 1.1 MI. TO A DIRT ROAD LEFT (S).  PROCEED
 AE0279'ALONG THIS ROAD FOR 0.2 MI. TO A RAILROAD TRACK, CROSS AND
 AE0279'CONTINUE FOR 0.2 MI. TO THE STATION SITE.
 AE0279
 AE0279                          STATION RECOVERY (1954)
 AE0279
 AE0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WTJ)
 AE0279'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  THE
 AE0279'CONCRETE WATER TANK, REFERRED TO IN THE DESCRIPTION, IS A
 AE0279'SILO NOT A TANK.  THE AZIMUTH MARK IS STAMPED HICKLEY AZI
 AE0279'1935-1952.  DESCRIPTION OTHERWISE CORRECT.
 AE0279
 AE0279                          STATION RECOVERY (1962)
 AE0279
 AE0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0279'STATION RECOVERED OK.  CONCRETE SILO REFERRED TO IS INTACT
 AE0279'BUT THE BARN IS RAZED.  STATION IS PROTECTED BY THREE CEDAR
 AE0279'POSTS ABOUT 5 FT HIGH.  AREA IS NOW UNDER CULTIVATION AND
 AE0279'BOTH R.M.S AND THE AZIMUTH MARKS ARE NOT FOUND.  PREVIOUS
 AE0279'1952 GENERAL DESCRIPTION OF STATION IS ADEQUATE.
 AE0279
 AE0279                          STATION RECOVERY (1964)
 AE0279
 AE0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 AE0279'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  BOTH
 AE0279'REFERENCE MARKS ARE BELIEVED DESTROYED BY CULTIVATION.  ALL
 AE0279'FARM BUILDINGS HAVE BEEN DESTROYED, BUT THE CONCRETE SILO IS
 AE0279'STILL IN GOOD CONDITION.
 AE0279'
 AE0279'PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY.
 AE0279
 AE0279                          STATION RECOVERY (1964)
 AE0279
 AE0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AE0279'RECOVERED IN GOOD CONDITION.
 AE0279
 AE0279                          STATION RECOVERY (1972)
 AE0279
 AE0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AE0279'THE STATION SURFACE MARK, REFERENCE MARKS 1 AND 2, WERE
 AE0279'FOUND TO HAVE BEEN DESTROYED.  THE STATION SUB-SURFACE MARK
 AE0279'WAS FOUND IN GOOD CONDITION.  THE 1917 DESCRIPTION DESCRIBED
 AE0279'THE SUB-SURFACE MARK AS BEING A NAIL IN CONCRETE, OTHER
 AE0279'LATER DESCRIPTION DO NOT MENTION THE SUB-SURFACE MARK AS
 AE0279'BEING RESET.  THE SUB-SURFACE MARK FOUND AT THIS TIME WAS
 AE0279'A UNSTAMPED DISK SET IN CONCRETE.  THE DISK WAS THE SAME
 AE0279'TYPE OF DISK FOUND IN THE SURFACE MARK LAYING ON TOP OF THE
 AE0279'GROUND NEAR THE STATION.  BOTH DISKS WERE A VERY HEAVY TYPE
 AE0279'DISK, AND IT APPEARS THAT THE SUB-SURFACE MARK WAS IN ERROR
 AE0279'IN THE 1917 DESCRIPTION IN DESCRIBING THE SUB-SURFACE MARK.
 AE0279'
 AE0279'THE AZIMUTH MARK WAS FOUND TO HAVE BEEN RESET, THE DISK IS
 AE0279'STAMPED HICKLEY 1935 1952 1962.  NO DATA COULD BE OBTAINED
 AE0279'OR FOUND AS TO WHO OR HOW THE MARK WAS RESET, AS IT APPEARS
 AE0279'TO HAVE BEEN DONE IN 1962.
 AE0279'
 AE0279'THE STATION IS LOCATED IN A NEW HOUSING DEVELOPMENT SITE
 AE0279'AND WOULD BE DESTROYED IN THE FUTURE.
 AE0279'
 AE0279'HICKLEY 2 1972 WAS ESTABLISHED SOUTH OF THE STATION AND ON
 AE0279'LEVEE.
 AE0279'
 AE0279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MC ALLEN--
 AE0279'SOUTH 4 MILES
 AE0279
 AE0279                          STATION RECOVERY (1974)
 AE0279
 AE0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE0279'THE UNDERGROUND STATION MARK WAS RECOVERED.  THE SURFACE
 AE0279'STATION MARK WAS FOUND LYING ON TOP OF THE GROUND.  REFERENCE
 AE0279'MARKS 1, 2 AND THE AZIMUTH MARK WERE SEARCHED FOR AND COULD
 AE0279'NOT BE FOUND.  THE PROPERTY OWNER IS PLANNING TO DESTROY
 AE0279'THE REMAINING STATION MARK.  HICKLEY 2 WAS ESTABLISHED
 AE0279'BY P.E.C. IN 1972.
 AE0279'
 AE0279'THE UNDERGROUND MARK IS A STANDARD DISK, NOT STAMPED, SET
 AE0279'IN AN IRREGULAR MASS OF CONCRETE 24 INCHES BELOW THE GROUND
 AE0279'SURFACE.  IT IS 142 FEET EAST OF THE CENTER OF A GRAVELED
 AE0279'ROAD.
 AE0279'
 AE0279'FOR THE TO REACH FOR THIS STATION SEE DESCRIPTION FOR HICKLEY
 AE0279'2 1972.
 AE0279'
 AE0279'HEIGHT OF LIGHT ABOVE STATION MARK 6.3 FEET.
 AE0279'
 AE0279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 AE0279'NORTH-NORTHWEST OF HIDALGO
 AE0279
 AE0279                          STATION RECOVERY (1974)
 AE0279
 AE0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 AE0279'THE SURFACE MARK HAS BEEN DESTROYED BUT THE UNDERGROUND MARK
 AE0279'WAS RECOVERED.  THE GENERAL DESCRIPTION FOR THE STATION IS
 AE0279'GOOD.  THERE ARE FOUR ROUND STEEL POSTS FILLED WITH CONCRETE
 AE0279'AND ABOUT 4 FEET ABOVE THE GROUND SET AROUND THE STATION.
 AE0279'THE SILO HAS BEEN RAZED.
 AE0279'
 AE0279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILE
 AE0279'SW OF MC ALLEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1530 ***********************************************************************
 AE1530  DESIGNATION -  HICKLEY 2
 AE1530  PID         -  AE1530
 AE1530  STATE/COUNTY-  TX/HIDALGO
 AE1530  USGS QUAD   -  MISSION (1983)
 AE1530
 AE1530                         *CURRENT SURVEY CONTROL
 AE1530  ___________________________________________________________________
 AE1530* NAD 83(1993)-  26 08 43.60769(N)    098 16 16.92168(W)     ADJUSTED  
 AE1530* NAVD 88     -        34.3    (meters)     113.     (feet)  VERTCON   
 AE1530  ___________________________________________________________________
 AE1530  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AE1530  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE1530
 AE1530  HORZ ORDER  -  FIRST
 AE1530
 AE1530.The horizontal coordinates were established by classical geodetic methods
 AE1530.and adjusted by the National Geodetic Survey in February 1996..
 AE1530
 AE1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1530
 AE1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1530
 AE1530.The geoid height was determined by GEOID03.
 AE1530
 AE1530;                    North         East     Units Scale Factor Converg.
 AE1530;SPC TX S     - 5,053,067.264   322,862.050   MT  1.00000541   +0 06 13.7
 AE1530;SPC TX S     -16,578,271.52  1,059,256.58   sFT  1.00000541   +0 06 13.7
 AE1530;UTM  14      - 2,891,995.362   572,831.058   MT  0.99966549   +0 19 15.9
 AE1530
 AE1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1530!SPC TX S     -   0.99999836  x   1.00000541  =   1.00000377
 AE1530!UTM  14      -   0.99999836  x   0.99966549  =   0.99966385
 AE1530
 AE1530|---------------------------------------------------------------------|
 AE1530| PID    Reference Object                     Distance      Geod. Az  |
 AE1530|                                                           dddmmss.s |
 AE1530| AE0279 HICKLEY                             185.760 METERS 01438     |
 AE1530| AE1529 HICKLEY 2 RM 3                       18.881 METERS 09944     |
 AE1530| AE1531 HICKLEY 2 RM 4                       14.351 METERS 19445     |
 AE1530| AE1540 HICKLEY 2 RM 5                      398.640 METERS 26114     |
 AE1530|---------------------------------------------------------------------|
 AE1530
 AE1530                          SUPERSEDED SURVEY CONTROL
 AE1530
 AE1530  NAD 83(1986)-  26 08 43.61344(N)    098 16 16.88632(W) AD(       ) 1
 AE1530  NAD 27      -  26 08 42.33890(N)    098 16 15.83555(W) AD(       ) 1
 AE1530  NGVD 29 (07/19/86)   34.4    (m)          113.     (f) VERT ANG       
 AE1530
 AE1530.Superseded values are not recommended for survey control.
 AE1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1530.See file dsdata.txt to determine how the superseded data were derived.
 AE1530
 AE1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7283191995(NAD 83)
 AE1530_MARKER: DS = TRIANGULATION STATION DISK
 AE1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1530+STABILITY: SURFACE MOTION
 AE1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1530+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AE1530
 AE1530  HISTORY     - Date     Condition        Report By
 AE1530  HISTORY     - 1972     MONUMENTED       NGS
 AE1530  HISTORY     - 1974     GOOD             NGS
 AE1530  HISTORY     - 20040203 GOOD             INDIV
 AE1530
 AE1530                          STATION DESCRIPTION
 AE1530
 AE1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AE1530'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF REYNOSA, MEXICO, 5
 AE1530'MILES EAST OF MADERO, 5-1/2 MILES SOUTH-SOUTHWEST OF MC ALLEN,
 AE1530'3-1/2 MILES NORTH OF HIDALGO AND ON LEVEE OF THE RIO GRANDE
 AE1530'VALLEY FLOOD CONTROL.
 AE1530'
 AE1530'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 83 AND
 AE1530'STATE HWY. 115 IN MC ALLEN, GO SOUTH ON STATE HWY. 115 FOR 2.8
 AE1530'MILES TO THE INTERSECTION OF FARM RD. 1016 ON THE RIGHT.  TURN
 AE1530'RIGHT AND GO WEST ON FARM RD. 1016 FOR 1.0 MILE TO THE
 AE1530'INTERSECTION OF S. WARE RD., TURN LEFT AND GO SOUTH ON S. WARE
 AE1530'RD., CROSSING RAILROAD TRACKS FOR 0.6 MILE TO TOP OF LEVEE AND
 AE1530'STATION ON THE LEFT.
 AE1530'
 AE1530'A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT
 AE1530'PROJECTS 5-INCHES AND IS STAMPED HICKLEY 2 1972.  IT IS 288 FEET
 AE1530'NORTHWEST OF A CONCRETE WATER CONTROL GATE, 60 FEET EAST OF THE
 AE1530'CENTER OF DIRT ROAD LEADING TO TOP OF LEVEE, 20 FEET NORTH
 AE1530'OF THE CENTER OF ROAD THAT RUNS ALONG TOP OF LEVEE, 2.0 FEET
 AE1530'EAST OF A METAL WITNESS POST AND IS PROTECTED BY 4 IRON I-BEAM
 AE1530'POST, THAT FORM A SQUARE AROUND THE MARK, AND ARE PLACED ABOUT
 AE1530'8 FEET OUT FROM THE MARK.
 AE1530'
 AE1530'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A
 AE1530'ROUND CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS
 AE1530'STAMPED HICKLEY 2 NO 3 1972.  IT IS 120 FEET EAST OF THE CENTER
 AE1530'OF DIRT ROAD LEADING TO TOP OF LEVEE, 19 FEET NORTH OF THE CENTER
 AE1530'OF ROAD ALONG TOP OF LEVEE, 3 FEET WEST OF A METAL WITNESS POST,
 AE1530'AND 2 FEET NORTH OF A IRON I-BEAM POST.
 AE1530'
 AE1530'REFERENCE MARK NO. 4 IS A STANDARD U.S. INTERNATION BOUNDARY
 AE1530'AND WATER COMMISSION SURVEY MARK, SET IN THE TOP OF A ROUND
 AE1530'CONCRETE POST THAT PROJECTS ABOUT 3-INCHES AND IS STAMPED
 AE1530'HICKLEY 2 NO 4 1972.  THE POST IS ABOUT 6-INCHES IN
 AE1530'DIAMETER AND IS ABOUT 20 FEET DEEP IN THE GROUND.
 AE1530'
 AE1530'IT IS 30 FEET EAST OF A DIRT ROAD LEADING TO BOAT-LANDING,
 AE1530'26 FEET SOUTH OF THE CENTER OF ROAD THAT RUNS ALONG THE TOP OF
 AE1530'LEVEE, AND HAS 4 IRON I-BEAM POST, THAT FROM A SQUARE AROUND
 AE1530'THE MARK AND ARE ABOUT 6 FEET OUT FROM THE MARK.  THIS MARK
 AE1530'AND THE IRON POST MENTIONED AT THE MARK AND THE OTHER MARKS
 AE1530'WERE PLACED TO PROTECT THE MARK BY THE U.S. INTERNATIONAL
 AE1530'BOUNDARY WATER COMMISSION SURVEY PARTY.
 AE1530'
 AE1530'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A
 AE1530'ROUND CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED
 AE1530'HICKLEY 2 NO 5 1972.  IT IS 14 FEET NORTH OF THE CENTER OF ROAD
 AE1530'THAT RUNS ALONG TOP OF LEVEE, 2.0 FEET WEST OF A METAL WITNESS
 AE1530'POST, AND 1.7 FEET EAST OF A 3-INCH IRON PIPE.  NOTE--THE U.S.
 AE1530'INTERNATIONAL BOUNDARY AND WATER COMMISSION SURVEY PARTY PLANS
 AE1530'TO PLACE ONE OR SO IRON I-BEAM POST NEAR THE MARK FOR
 AE1530'PROTECTION ALSO.
 AE1530'
 AE1530'TO REACH THE MARK FROM THE STATION, GO WESTERLY ON ROAD ALONG
 AE1530'THE TOP OF LEVEE FOR 0.25 MILE TO MARK ON THE RIGHT.
 AE1530
 AE1530                          STATION RECOVERY (1974)
 AE1530
 AE1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1530'THE STATION MARK, REFERENCE MARKS 3 AND 5, INTERNATIONAL
 AE1530'BOUNDARY AND WATER COMMISSION MARK, THE UNDERGROUND STATION
 AE1530'MARK HICKLEY 1917 WERE RECOVERED.  THE DIRECTION TO HICKLEY 1917
 AE1530'FAILED TO CHECK THE 1972 DATA BY 16.5 SECONDS.  A DIFFERENCE
 AE1530'OF 9 MINUTES AND 05.6 SECONDS IN THE DIRECTION AND A DIFFERENCE
 AE1530'OF 0.04 FEET OR 0.014 METER IN THE DISTANCE TO REFERENCE MARK 3
 AE1530'WAS NOTED.  A DIFFERENCE OF 2 MINUTES AND 11.9 SECONDS IN THE
 AE1530'DIRECTION AND A DIFFERENCE OF 0.07 FEET OR 0.019 METER IN THE
 AE1530'DISTANCE TO THE IBWC MARK WAS NOTED.  A DIFFERENCE OF 24.3
 AE1530'SECONDS IN THE DIRECTION TO REFERENCE MARK 5 WAS NOTED.  DUE TO
 AE1530'THE ABOVE AND ROAD CHANGES, A NEW DESCRIPTION FOLLOWS.
 AE1530'
 AE1530'THE STATION IS ABOUT 4-1/4 MILES SOUTH AND 3-3/4 MILES EAST OF
 AE1530'MISSION, 4-1/2 MILES SOUTH AND 2-1/4 MILES WEST OF MC ALLEN,
 AE1530'3-1/2 MILES NORTH AND 1 MILE EAST OF HIDALGO AND ON THE LEVEE
 AE1530'OF THE RIO GRANDE VALLEY FLOOD CONTROL.
 AE1530'
 AE1530'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND SPUR
 AE1530'ROAD 115 IN MC ALLEN, GO SOUTH ON ROAD 115 FOR 2.9 MILES TO
 AE1530'THE JUNCTION WITH FARM ROAD 1016 WEST.  TURN RIGHT AND GO WEST
 AE1530'ON FARM ROAD 1016 FOR 1.0 MILE TO THE JUNCTION WITH SOUTH
 AE1530'WARE ROAD.  TURN LEFT AND GO SOUTH ON SOUTH WARE ROAD FOR 0.4
 AE1530'MILE TO HICKLEY 1917 ON THE LEFT.  CONTINUE SOUTH ON SOUTH WARE
 AE1530'ROAD FOR 0.1 MILE TO THE TOP OF THE LEVEE AND THE STATION ON
 AE1530'THE LEFT.
 AE1530'
 AE1530'TO REACH REFERENCE MARK 5 FROM THE STATION, GO WEST ON TOP OF
 AE1530'THE LEVEE FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 AE1530'
 AE1530'STATION MARK IS A STANDARD DISK STAMPED HICKLEY 2 1972, SET
 AE1530'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AE1530'PROJECTS 3 INCHES AND IS SURROUNDED BY FOUR METAL POSTS THAT
 AE1530'PROJECTS 4 FEET ABOVE THE GROUND.  IT IS 21.0 FEET NORTH OF A
 AE1530'GRAVEL ROAD ON TOP OF THE LEVEE AND 2.8 FEET EAST OF A WITNESS
 AE1530'POST.
 AE1530'
 AE1530'HICKLEY 1917 IS A STANDARD DISK, NOT STAMPED, SET IN AN IRREGULAR
 AE1530'MASS OF CONCRETE 24 INCHES BELOW THE GROUND.  IT IS 142.0 FEET
 AE1530'EAST OF THE CENTER OF A GRADED ROAD.
 AE1530'
 AE1530'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HICKLEY 2 NO 3 1972,
 AE1530'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AE1530'PROJECTS 2 INCHES.  IT IS 20 FEET NORTH OF THE CENTER OF THE
 AE1530'GRAVELED ROAD ON TOP OF THE LEVEE, 2.7 FEET WEST OF A WITNESS
 AE1530'POST, 1.7 FEET NORTH OF A METAL POST THAT PROJECTS 4 FEET
 AE1530'AND ABOUT THE SAME ELEVATION AS THE STATION.
 AE1530'
 AE1530'IBWC IS A BRONZE DISK ESTABLISHED BY THE INTERNATIONAL BOUNDARY
 AE1530'AND WATER COMMISSION, STAMPED HICKLEY 2 1972 NO 4, SET IN THE
 AE1530'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 AE1530'INCHES.  IT IS 26.5 FEET SOUTH OF THE CENTER OF THE GRAVELED
 AE1530'ROAD ON TOP OF THE LEVEE AND ABOUT 2 FEET LOWER THAN THE STATION.
 AE1530'
 AE1530'REFERENCE MARK 5 IS A STANDARD DISK STAMPED HICKLEY 2 1972 NO 5,
 AE1530'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AE1530'PROJECTS 3 INCHES.  IT IS 15.0 FEET NORTH OF THE CENTER OF THE
 AE1530'GRAVELED ROAD ON TOP OF THE LEVEE, 2.0 FEET WEST OF A WITNESS
 AE1530'POST AND 1.6 FEET EAST OF A 3 INCH IRON PIPE THAT PROJECTS 18
 AE1530'INCHES.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AE1530'
 AE1530'HEIGHT OF LIGHT ABOVE STATION MARK 72.6 FEET.
 AE1530'
 AE1530'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 AE1530'NORTH-NORTHWEST OF HIDALGO
 AE1530
 AE1530                          STATION RECOVERY (2004)
 AE1530
 AE1530'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SR)
 AE1530'FOUND BY HALFF ASSOCIATES, MCALLEN TX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1529 ***********************************************************************
 AE1529  DESIGNATION -  HICKLEY 2 RM 3
 AE1529  PID         -  AE1529
 AE1529  STATE/COUNTY-  TX/HIDALGO
 AE1529  USGS QUAD   -  MISSION (1983)
 AE1529
 AE1529                         *CURRENT SURVEY CONTROL
 AE1529  ___________________________________________________________________
 AE1529* NAD 83(1993)-  26 08 43.50391(N)    098 16 16.25172(W)     ADJUSTED  
 AE1529* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 AE1529  ___________________________________________________________________
 AE1529  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AE1529  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE1529
 AE1529  HORZ ORDER  -  FIRST
 AE1529
 AE1529.The horizontal coordinates were established by classical geodetic methods
 AE1529.and adjusted by the National Geodetic Survey in February 1996..
 AE1529
 AE1529.The orthometric height was scaled from a topographic map.
 AE1529
 AE1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1529
 AE1529.The geoid height was determined by GEOID03.
 AE1529
 AE1529;                    North         East     Units Scale Factor Converg.
 AE1529;SPC TX S     - 5,053,064.104   322,880.665   MT  1.00000542   +0 06 14.0
 AE1529;SPC TX S     -16,578,261.15  1,059,317.65   sFT  1.00000542   +0 06 14.0
 AE1529;UTM  14      - 2,891,992.274   572,849.678   MT  0.99966552   +0 19 16.2
 AE1529
 AE1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1529!SPC TX S     -   0.99999889  x   1.00000542  =   1.00000431
 AE1529!UTM  14      -   0.99999889  x   0.99966552  =   0.99966441
 AE1529
 AE1529                          SUPERSEDED SURVEY CONTROL
 AE1529
 AE1529  NAD 83(1986)-  26 08 43.50966(N)    098 16 16.21638(W) AD(       ) 1
 AE1529  NAD 27      -  26 08 42.23348(N)    098 16 15.16551(W) AD(       ) 1
 AE1529
 AE1529.Superseded values are not recommended for survey control.
 AE1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1529.See file dsdata.txt to determine how the superseded data were derived.
 AE1529
 AE1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7285091992(NAD 83)
 AE1529_MARKER: DR = REFERENCE MARK DISK
 AE1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1529_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1529
 AE1529  HISTORY     - Date     Condition        Report By
 AE1529  HISTORY     - 1972     MONUMENTED       NGS
 AE1529
 AE1529                          STATION DESCRIPTION
 AE1529
 AE1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AE1529'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF REYNOSA, MEXICO, 5
 AE1529'MILES EAST OF MADERO, 5-1/2 MILES SOUTH-SOUTHWEST OF MC ALLEN,
 AE1529'3-1/2 MILES NORTH OF HIDALGO AND ON LEVEE OF THE RIO GRANDE
 AE1529'VALLEY FLOOD CONTROL.
 AE1529'
 AE1529'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 83 AND
 AE1529'STATE HWY. 115 IN MC ALLEN, GO SOUTH ON STATE HWY. 115 FOR 2.8
 AE1529'MILES TO THE INTERSECTION OF FARM RD. 1016 ON THE RIGHT.  TURN
 AE1529'RIGHT AND GO WEST ON FARM RD. 1016 FOR 1.0 MILE TO THE
 AE1529'INTERSECTION OF S. WARE RD., TURN LEFT AND GO SOUTH ON S. WARE
 AE1529'RD., CROSSING RAILROAD TRACKS FOR 0.6 MILE TO STATION.
 AE1529'
 AE1529'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A
 AE1529'ROUND CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS
 AE1529'STAMPED HICKLEY 2 NO 3 1972.  IT IS 120 FEET EAST OF THE CENTER
 AE1529'OF DIRT ROAD LEADING TO TOP OF LEVEE, 19 FEET NORTH OF THE CENTER
 AE1529'OF ROAD ALONG TOP OF LEVEE, 3 FEET WEST OF A METAL WITNESS POST,
 AE1529'AND 2 FEET NORTH OF A IRON I-BEAM POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1531 ***********************************************************************
 AE1531  DESIGNATION -  HICKLEY 2 RM 4
 AE1531  PID         -  AE1531
 AE1531  STATE/COUNTY-  TX/HIDALGO
 AE1531  USGS QUAD   -  MISSION (1983)
 AE1531
 AE1531                         *CURRENT SURVEY CONTROL
 AE1531  ___________________________________________________________________
 AE1531* NAD 83(1993)-  26 08 43.15675(N)    098 16 17.05329(W)     ADJUSTED  
 AE1531* NAVD 88     -        34.9    (meters)     115.     (feet)  VERTCON   
 AE1531  ___________________________________________________________________
 AE1531  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AE1531  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AE1531
 AE1531  HORZ ORDER  -  SECOND
 AE1531
 AE1531.The horizontal coordinates were established by classical geodetic methods
 AE1531.and adjusted by the National Geodetic Survey in February 1996..
 AE1531
 AE1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1531
 AE1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1531
 AE1531.The geoid height was determined by GEOID03.
 AE1531
 AE1531;                    North         East     Units Scale Factor Converg.
 AE1531;SPC TX S     - 5,053,053.380   322,858.420   MT  1.00000545   +0 06 13.6
 AE1531;SPC TX S     -16,578,225.96  1,059,244.67   sFT  1.00000545   +0 06 13.6
 AE1531;UTM  14      - 2,891,981.469   572,827.481   MT  0.99966548   +0 19 15.9
 AE1531
 AE1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1531!SPC TX S     -   0.99999826  x   1.00000545  =   1.00000371
 AE1531!UTM  14      -   0.99999826  x   0.99966548  =   0.99966374
 AE1531
 AE1531                          SUPERSEDED SURVEY CONTROL
 AE1531
 AE1531  NAD 83(1986)-  26 08 43.16250(N)    098 16 17.01793(W) AD(       ) 2
 AE1531  NAD 27      -  26 08 41.88734(N)    098 16 15.96724(W) AD(       ) 2
 AE1531  NGVD 29 (07/19/86)   35.0    (m)          115.     (f) VERT ANG       
 AE1531
 AE1531.Superseded values are not recommended for survey control.
 AE1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1531.See file dsdata.txt to determine how the superseded data were derived.
 AE1531
 AE1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7282791981(NAD 83)
 AE1531_MARKER: DD = SURVEY DISK
 AE1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1531+STABILITY: SURFACE MOTION
 AE1531
 AE1531  HISTORY     - Date     Condition        Report By
 AE1531  HISTORY     - 1972     MONUMENTED       NGS
 AE1531
 AE1531                          STATION DESCRIPTION
 AE1531
 AE1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AE1531'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF REYNOSA, MEXICO, 5
 AE1531'MILES EAST OF MADERO, 5-1/2 MILES SOUTH-SOUTHWEST OF MC ALLEN,
 AE1531'3-1/2 MILES NORTH OF HIDALGO AND ON LEVEE OF THE RIO GRANDE
 AE1531'VALLEY FLOOD CONTROL.
 AE1531'
 AE1531'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 83 AND
 AE1531'STATE HWY. 115 IN MC ALLEN, GO SOUTH ON STATE HWY. 115 FOR 2.8
 AE1531'MILES TO THE INTERSECTION OF FARM RD. 1016 ON THE RIGHT.  TURN
 AE1531'RIGHT AND GO WEST ON FARM RD. 1016 FOR 1.0 MILE TO THE
 AE1531'INTERSECTION OF S. WARE RD., TURN LEFT AND GO SOUTH ON S. WARE
 AE1531'RD., CROSSING RAILROAD TRACKS FOR 0.6 MILE TO STATION.
 AE1531'
 AE1531'REFERENCE MARK NO. 4 IS A STANDARD U.S. INTERNATION BOUNDARY
 AE1531'AND WATER COMMISSION SURVEY MARK, SET IN THE TOP OF A ROUND
 AE1531'CONCRETE POST THAT PROJECTS ABOUT 3-INCHES AND IS STAMPED
 AE1531'HICKLEY 2 NO 4 1972.  THE POST IS ABOUT 6-INCHES IN
 AE1531'DIAMETER AND IS ABOUT 20 FEET DEEP IN THE GROUND.
 AE1531'
 AE1531'IT IS 30 FEET EAST OF A DIRT ROAD LEADING TO BOAT-LANDING,
 AE1531'26 FEET SOUTH OF THE CENTER OF ROAD THAT RUNS ALONG THE TOP OF
 AE1531'LEVEE, AND HAS 4 IRON I-BEAM POST, THAT FROM A SQUARE AROUND
 AE1531'THE MARK AND ARE ABOUT 6 FEET OUT FROM THE MARK.  THIS MARK
 AE1531'AND THE IRON POST MENTIONED AT THE MARK AND THE OTHER MARKS
 AE1531'WERE PLACED TO PROTECT THE MARK BY THE U.S. INTERNATIONAL
 AE1531'BOUNDARY WATER COMMISSION SURVEY PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1540 ***********************************************************************
 AE1540  DESIGNATION -  HICKLEY 2 RM 5
 AE1540  PID         -  AE1540
 AE1540  STATE/COUNTY-  TX/HIDALGO
 AE1540  USGS QUAD   -  MISSION (1983)
 AE1540
 AE1540                         *CURRENT SURVEY CONTROL
 AE1540  ___________________________________________________________________
 AE1540* NAD 83(1993)-  26 08 41.63247(N)    098 16 31.10569(W)     ADJUSTED  
 AE1540* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 AE1540  ___________________________________________________________________
 AE1540  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AE1540  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AE1540
 AE1540  HORZ ORDER  -  SECOND
 AE1540
 AE1540.The horizontal coordinates were established by classical geodetic methods
 AE1540.and adjusted by the National Geodetic Survey in February 1996..
 AE1540
 AE1540.The orthometric height was scaled from a topographic map.
 AE1540
 AE1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1540
 AE1540.The geoid height was determined by GEOID03.
 AE1540
 AE1540;                    North         East     Units Scale Factor Converg.
 AE1540;SPC TX S     - 5,053,005.769   322,468.180   MT  1.00000555   +0 06 07.2
 AE1540;SPC TX S     -16,578,069.76  1,057,964.35   sFT  1.00000555   +0 06 07.2
 AE1540;UTM  14      - 2,891,932.395   572,437.558   MT  0.99966479   +0 19 09.6
 AE1540
 AE1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1540!SPC TX S     -   0.99999889  x   1.00000555  =   1.00000444
 AE1540!UTM  14      -   0.99999889  x   0.99966479  =   0.99966368
 AE1540
 AE1540                          SUPERSEDED SURVEY CONTROL
 AE1540
 AE1540  NAD 83(1986)-  26 08 41.63832(N)    098 16 31.06963(W) AD(       ) 2
 AE1540  NAD 27      -  26 08 40.36145(N)    098 16 30.02085(W) AD(       ) 2
 AE1540
 AE1540.Superseded values are not recommended for survey control.
 AE1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1540.See file dsdata.txt to determine how the superseded data were derived.
 AE1540
 AE1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7243891932(NAD 83)
 AE1540_MARKER: DR = REFERENCE MARK DISK
 AE1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1540_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1540
 AE1540  HISTORY     - Date     Condition        Report By
 AE1540  HISTORY     - 1972     MONUMENTED       NGS
 AE1540
 AE1540                          STATION DESCRIPTION
 AE1540
 AE1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AE1540'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF REYNOSA, MEXICO, 5
 AE1540'MILES EAST OF MADERO, 5-1/2 MILES SOUTH-SOUTHWEST OF MC ALLEN,
 AE1540'3-1/2 MILES NORTH OF HIDALGO AND ON LEVEE OF THE RIO GRANDE
 AE1540'VALLEY FLOOD CONTROL.
 AE1540'
 AE1540'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 83 AND
 AE1540'STATE HWY. 115 IN MC ALLEN, GO SOUTH ON STATE HWY. 115 FOR 2.8
 AE1540'MILES TO THE INTERSECTION OF FARM RD. 1016 ON THE RIGHT.  TURN
 AE1540'RIGHT AND GO WEST ON FARM RD. 1016 FOR 1.0 MILE TO THE
 AE1540'INTERSECTION OF S. WARE RD., TURN LEFT AND GO SOUTH ON S. WARE
 AE1540'RD., CROSSING RAILROAD TRACKS FOR 0.6 MILE TO TOP OF LEVEE AND
 AE1540'STATION ON THE LEFT.
 AE1540'
 AE1540'REFERENCE MARK NO. 5 IS A STANDARD DISK, SET IN THE TOP OF A
 AE1540'ROUND CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED
 AE1540'HICKLEY 2 NO 5 1972.  IT IS 14 FEET NORTH OF THE CENTER OF ROAD
 AE1540'THAT RUNS ALONG TOP OF LEVEE, 2.0 FEET WEST OF A METAL WITNESS
 AE1540'POST, AND 1.7 FEET EAST OF A 3-INCH IRON PIPE.  NOTE--THE U.S.
 AE1540'INTERNATIONAL BOUNDARY AND WATER COMMISSION SURVEY PARTY PLANS
 AE1540'TO PLACE ONE OR SO IRON I-BEAM POST NEAR THE MARK FOR
 AE1540'PROTECTION ALSO.
 AE1540'
 AE1540'TO REACH THE MARK FROM THE STATION, GO WESTERLY ON ROAD ALONG
 AE1540'THE TOP OF LEVEE FOR 0.25 MILE TO MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0280 ***********************************************************************
 AE0280  DESIGNATION -  HICKLEY RM 1
 AE0280  PID         -  AE0280
 AE0280  STATE/COUNTY-  TX/HIDALGO
 AE0280  USGS QUAD   -  MISSION (1983)
 AE0280
 AE0280                         *CURRENT SURVEY CONTROL
 AE0280  ___________________________________________________________________
 AE0280* NAD 83(1986)-  26 08 49.     (N)    098 16 15.     (W)     SCALED    
 AE0280* NAVD 88     -        31.442  (meters)     103.16   (feet)  POSTED    
 AE0280  ___________________________________________________________________
 AE0280  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AE0280  DYNAMIC HT  -          31.390 (meters)     102.99  (feet)  COMP
 AE0280  MODELED GRAV-     978,982.3   (mgal)                       NAVD 88
 AE0280
 AE0280  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0280
 AE0280.The horizontal coordinates were scaled from a topographic map and have
 AE0280.an estimated accuracy of +/- 6 seconds.
 AE0280
 AE0280.The orthometric height was determined by differential leveling
 AE0280.and adjusted by the National Geodetic Survey in 1992..
 AE0280.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0280.rate of 1.1 thru 2.0 mm/km.
 AE0280
 AE0280.The geoid height was determined by GEOID03.
 AE0280
 AE0280.The dynamic height is computed by dividing the NAVD 88
 AE0280.geopotential number by the normal gravity value computed on the
 AE0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0280.degrees latitude (g = 980.6199 gals.).
 AE0280
 AE0280.The modeled gravity was interpolated from observed gravity values.
 AE0280
 AE0280;                    North         East    Units  Estimated Accuracy
 AE0280;SPC TX S     - 5,053,230.      322,920.      MT  (+/- 180 meters Scaled)
 AE0280
 AE0280                          SUPERSEDED SURVEY CONTROL
 AE0280
 AE0280  NGVD 29 (??/??/92)   31.546  (m)          103.50   (f) ADJ UNCH    2 0
 AE0280
 AE0280.Superseded values are not recommended for survey control.
 AE0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0280.See file dsdata.txt to determine how the superseded data were derived.
 AE0280
 AE0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP728921(NAD 83)
 AE0280_MARKER: DR = REFERENCE MARK DISK
 AE0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0280_STAMPING: HICKLEY NO 1 1935
 AE0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0280+STABILITY: SURFACE MOTION
 AE0280
 AE0280  HISTORY     - Date     Condition        Report By
 AE0280  HISTORY     - 1935     MONUMENTED       CGS
 AE0280  HISTORY     - 1964     MARK NOT FOUND   NGS
 AE0280
 AE0280                          STATION DESCRIPTION
 AE0280
 AE0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AE0280'IN HIDALGO.
 AE0280'140.9 FEET SOUTHEAST OF TRIANGULATION STATION HICKLEY DESCRIBED BELOW
 AE0280'AND AT THE NORTHEAST CORNER OF THE HACKNEY BARN, SET IN THE TOP OF A
 AE0280'CONCRETE CYLINDER.  3.0 MILES NORTH ALONG A GRAVEL ROAD FROM THE
 AE0280'INTERSECTION OF U.S. HIGHWAY 281 ABOUT 0.1 MILE WEST OF THE POST
 AE0280'OFFICE AT HIDALGO, HIDALGO COUNTY, THENCE 1.0 MILE WEST ALONG A GRAVEL
 AE0280'ROAD, AND 0.4 MILE SOUTH ALONG A DIRT ROAD.  197 FEET NORTHWEST OF THE
 AE0280'NORTHWEST CORNER OF THE J.J. HACKNEY HOUSE IN 1942, 98 FEET NORTHWEST
 AE0280'OF A CONCRETE WATER TANK, 125 FEET EAST OF THE CENTERLINE OF THE DIRT
 AE0280'ROAD, AND LEVEL WITH THE ROAD.  NOTE-- ALL FARM BUILDINGS HAVE BEEN
 AE0280'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0281 ***********************************************************************
 AE0281  DESIGNATION -  HICKLEY RM 2
 AE0281  PID         -  AE0281
 AE0281  STATE/COUNTY-  TX/HIDALGO
 AE0281  USGS QUAD   -  MISSION (1983)
 AE0281
 AE0281                         *CURRENT SURVEY CONTROL
 AE0281  ___________________________________________________________________
 AE0281* NAD 83(1986)-  26 08 49.     (N)    098 16 15.     (W)     SCALED    
 AE0281* NAVD 88     -        31.654  (meters)     103.85   (feet)  POSTED    
 AE0281  ___________________________________________________________________
 AE0281  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AE0281  DYNAMIC HT  -          31.600 (meters)     103.67  (feet)  COMP
 AE0281  MODELED GRAV-     978,982.3   (mgal)                       NAVD 88
 AE0281
 AE0281  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0281
 AE0281.The horizontal coordinates were scaled from a topographic map and have
 AE0281.an estimated accuracy of +/- 6 seconds.
 AE0281
 AE0281.The orthometric height was determined by differential leveling
 AE0281.and adjusted by the National Geodetic Survey in 1992..
 AE0281.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0281.rate of 1.1 thru 2.0 mm/km.
 AE0281
 AE0281.The geoid height was determined by GEOID03.
 AE0281
 AE0281.The dynamic height is computed by dividing the NAVD 88
 AE0281.geopotential number by the normal gravity value computed on the
 AE0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0281.degrees latitude (g = 980.6199 gals.).
 AE0281
 AE0281.The modeled gravity was interpolated from observed gravity values.
 AE0281
 AE0281;                    North         East    Units  Estimated Accuracy
 AE0281;SPC TX S     - 5,053,230.      322,920.      MT  (+/- 180 meters Scaled)
 AE0281
 AE0281                          SUPERSEDED SURVEY CONTROL
 AE0281
 AE0281  NGVD 29 (??/??/92)   31.758  (m)          104.19   (f) ADJ UNCH    2 0
 AE0281
 AE0281.Superseded values are not recommended for survey control.
 AE0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0281.See file dsdata.txt to determine how the superseded data were derived.
 AE0281
 AE0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP728921(NAD 83)
 AE0281_MARKER: DR = REFERENCE MARK DISK
 AE0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0281_STAMPING: HICKLEY NO 2 1935
 AE0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0281+STABILITY: SURFACE MOTION
 AE0281
 AE0281  HISTORY     - Date     Condition        Report By
 AE0281  HISTORY     - 1935     MONUMENTED       CGS
 AE0281  HISTORY     - 1964     MARK NOT FOUND   NGS
 AE0281
 AE0281                          STATION DESCRIPTION
 AE0281
 AE0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AE0281'IN HIDALGO.
 AE0281'132.1 FEET WEST-SOUTHWEST OF TRIANGULATION STATION HICKLEY DESCRIBED
 AE0281'BELOW.  AND 17 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, AND SET
 AE0281'IN THE TOP OF A CONCRETE CYLINDER.  3.0 MILES NORTH ALONG A GRAVEL
 AE0281'ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 281 ABOUT 0.1 MILE WEST OF
 AE0281'THE POST OFFICE AT HIDALGO, HIDALGO COUNTY, THENCE 1.0 MILE WEST ALONG
 AE0281'A GRAVEL ROAD, AND 0.4 MILE SOUTH ALONG A DIRT ROAD.  197 FEET
 AE0281'NORTHWEST OF THE NORTHWEST CORNER OF THE J.J. HACKNEY HOUSE IN 1942,
 AE0281'98 FEET NORTHWEST OF A CONCRETE WATER TANK, 125 FEET EAST OF THE
 AE0281'CENTERLINE OF THE DIRT ROAD, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0664 ***********************************************************************
 AZ0664  DESIGNATION -  HICKMAN ET
 AZ0664  PID         -  AZ0664
 AZ0664  STATE/COUNTY-  TX/VAL VERDE
 AZ0664  USGS QUAD   -  FLAT ROCK CREEK NW (1978)
 AZ0664
 AZ0664                         *CURRENT SURVEY CONTROL
 AZ0664  ___________________________________________________________________
 AZ0664* NAD 83(1993)-  29 45 00.10489(N)    100 44 36.43500(W)     ADJUSTED  
 AZ0664* NAVD 88     -       599.9    (meters)    1968.     (feet)  VERTCON   
 AZ0664  ___________________________________________________________________
 AZ0664  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AZ0664  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 AZ0664
 AZ0664  HORZ ORDER  -  SECOND
 AZ0664
 AZ0664.The horizontal coordinates were established by classical geodetic methods
 AZ0664.and adjusted by the National Geodetic Survey in February 1996..
 AZ0664
 AZ0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0664
 AZ0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0664
 AZ0664.The geoid height was determined by GEOID03.
 AZ0664
 AZ0664;                    North         East     Units Scale Factor Converg.
 AZ0664;SPC TXSC     - 4,213,679.048   431,385.500   MT  0.99988940   -0 51 14.9
 AZ0664;SPC TXSC     -13,824,378.68  1,415,303.93   sFT  0.99988940   -0 51 14.9
 AZ0664;UTM  14      - 3,292,360.097   331,414.756   MT  0.99995067   -0 51 55.2
 AZ0664
 AZ0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0664!SPC TXSC     -   0.99990934  x   0.99988940  =   0.99979875
 AZ0664!UTM  14      -   0.99990934  x   0.99995067  =   0.99986001
 AZ0664
 AZ0664|---------------------------------------------------------------------|
 AZ0664| PID    Reference Object                     Distance      Geod. Az  |
 AZ0664|                                                           dddmmss.s |
 AZ0664| CV5169 HICKMAN ET RM 1                      17.150 METERS 12351     |
 AZ0664| CV5170 HICKMAN ET RM 2                      17.979 METERS 21627     |
 AZ0664| AZ0467 MARK                                APPROX. 7.3 KM 2470646.5 |
 AZ0664|---------------------------------------------------------------------|
 AZ0664
 AZ0664                          SUPERSEDED SURVEY CONTROL
 AZ0664
 AZ0664  NAD 83(1986)-  29 45 00.09660(N)    100 44 36.42034(W) AD(       ) 2
 AZ0664  NAD 27      -  29 44 59.31478(N)    100 44 35.07536(W) AD(       ) 2
 AZ0664  NGVD 29 (07/19/86)  599.8    (m)         1968.     (f) VERT ANG       
 AZ0664
 AZ0664.Superseded values are not recommended for survey control.
 AZ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0664.See file dsdata.txt to determine how the superseded data were derived.
 AZ0664
 AZ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT3141592360(NAD 83)
 AZ0664_MARKER: DD = SURVEY DISK
 AZ0664_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0664
 AZ0664  HISTORY     - Date     Condition        Report By
 AZ0664  HISTORY     - 1971     MONUMENTED       USGS
 AZ0664
 AZ0664                          STATION DESCRIPTION
 AZ0664
 AZ0664'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 AZ0664'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO BRUSH.
 AZ0664'
 AZ0664'THE STATION IS LOCATED SOUTH 53 DEGREES WEST, 5 MILES AIRLINE
 AZ0664'DISTANCE FROM CARTA VALLEY, TEXAS, AND 0.3 MILES SOUTHEAST OF
 AZ0664'U.S. HIGHWAY 377, ON A FLAT BRUSHY RIDGE OWNED BY HICKMAN, BUT
 AZ0664'LEASED TO LEROY HUTTO, CARTA VALLEY, TEXAS.
 AZ0664'
 AZ0664'TO REACH FROM CARTA VALLEY, TEXAS, GO 5.3 MILES SOUTHWEST ON
 AZ0664'U.S. HIGHWAY 377 TO A RED BUMPER GATE ON THE LEFT (SOUTH) AT TOP
 AZ0664'OF HILL, GO 0.3 MILES SOUTHEAST ON PRIVATE DRIVE TO STATION SITE
 AZ0664'325 FEET LEFT (NORTHEAST).  8 FEET SOUTHEAST OF A USGS WITNESS
 AZ0664'SIGN MOUNTED ON A METAL POST.
 AZ0664'
 AZ0664'THE STATION AND REFERENCE MARKS ARE USGS BRONZE TABLETS SET IN
 AZ0664'OUTCROPPING BEDROCK, FLUSH WITH THE GROUND.
 AZ0664'
 AZ0664'STATION MARK--TABLET STAMPED, HICKMAN ET 1971.
 AZ0664'
 AZ0664'REFERENCE MARK NO. 1--TABLET STAMPED, HICKMAN ET 1971-NO. 1.
 AZ0664'
 AZ0664'REFERENCE MARK NO. 2--TABLET STAMPED, HICKMAN ET 1971-NO. 2.
 AZ0664'
 AZ0664'STATION MARK USC AND GS 1918, IS VISIBLE FROM THE GROUND AT THIS
 AZ0664'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 AZ0664'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2773 ***********************************************************************
 CS2773  DESIGNATION -  HICKORY
 CS2773  PID         -  CS2773
 CS2773  STATE/COUNTY-  TX/DALLAS
 CS2773  USGS QUAD   -  SEAGOVILLE (1973)
 CS2773
 CS2773                         *CURRENT SURVEY CONTROL
 CS2773  ___________________________________________________________________
 CS2773* NAD 83(1993)-  32 40 21.47773(N)    096 35 46.23619(W)     ADJUSTED  
 CS2773* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 CS2773  ___________________________________________________________________
 CS2773  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 CS2773  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CS2773
 CS2773  HORZ ORDER  -  SECOND
 CS2773
 CS2773.The horizontal coordinates were established by classical geodetic methods
 CS2773.and adjusted by the National Geodetic Survey in February 1996..
 CS2773
 CS2773.The orthometric height was scaled from a topographic map.
 CS2773
 CS2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2773
 CS2773.The geoid height was determined by GEOID03.
 CS2773
 CS2773;                    North         East     Units Scale Factor Converg.
 CS2773;SPC TXNC     - 2,113,169.542   778,543.905   MT  0.99989436   +1 02 18.0
 CS2773;SPC TXNC     - 6,932,957.07  2,554,272.79   sFT  0.99989436   +1 02 18.0
 CS2773;UTM  14      - 3,617,549.447   725,408.556   MT  1.00022656   +1 17 53.6
 CS2773
 CS2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2773!SPC TXNC     -   0.99998240  x   0.99989436  =   0.99987676
 CS2773!UTM  14      -   0.99998240  x   1.00022656  =   1.00020895
 CS2773
 CS2773:                Primary Azimuth Mark                     Grid Az
 CS2773:SPC TXNC     -  FORNEY MUNICIPAL TANK                    053 26 57.7
 CS2773:UTM  14      -  FORNEY MUNICIPAL TANK                    053 11 22.1
 CS2773
 CS2773|---------------------------------------------------------------------|
 CS2773| PID    Reference Object                     Distance      Geod. Az  |
 CS2773|                                                           dddmmss.s |
 CS2773| CS2597 FORNEY MUNICIPAL TANK               APPROX.14.7 KM 0542915.7 |
 CS2773| CY2111 HICKORY AZ MK                                      1163324.7 |
 CS2773| CS2769 SEAGO                               APPROX. 5.8 KM 1244148.0 |
 CS2773| CS2771 SEAGOVILLE FED CORRECT INST TK      APPROX. 3.3 KM 1330026.6 |
 CS2773| CY2112 HICKORY RM 1                         18.938 METERS 19600     |
 CS2773| CY2113 HICKORY RM 2                         19.070 METERS 31937     |
 CS2773| CS2746 MESQUITE MUNICIPAL TANK             APPROX.10.5 KM 3562403.0 |
 CS2773|---------------------------------------------------------------------|
 CS2773
 CS2773                          SUPERSEDED SURVEY CONTROL
 CS2773
 CS2773  NAD 83(1986)-  32 40 21.48473(N)    096 35 46.21854(W) AD(       ) 2
 CS2773  NAD 27      -  32 40 21.00600(N)    096 35 45.24800(W) AD(       ) 2
 CS2773
 CS2773.Superseded values are not recommended for survey control.
 CS2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2773.See file dsdata.txt to determine how the superseded data were derived.
 CS2773
 CS2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2540917549(NAD 83)
 CS2773_MARKER: DS = TRIANGULATION STATION DISK
 CS2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2773
 CS2773  HISTORY     - Date     Condition        Report By
 CS2773  HISTORY     - 1947     MONUMENTED       CGS
 CS2773  HISTORY     - 1958     GOOD             CGS
 CS2773  HISTORY     - 1960     GOOD             CGS
 CS2773  HISTORY     - 1966     MARK NOT FOUND   CGS
 CS2773
 CS2773                          STATION DESCRIPTION
 CS2773
 CS2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2773'THE STATION IS LOCATED 6.5 MILES SOUTH OF MESQUITE AND 4
 CS2773'MILES NORTHWEST OF SEAGOVILLE, ON U.S. HIGHWAY 175.  IT IS
 CS2773'IN THE SOUTHWEST ANGLE OF THE HIGHWAY AND A CROSSROAD, 98
 CS2773'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 61 FEET WEST OF
 CS2773'THE CENTER OF THE BLACK-TOP ROAD AND 26 FEET NORTHEAST OF
 CS2773'A FENCE LINE.  IT IS STAMPED HICKORY 1947 AND IS FLUSH WITH
 CS2773'THE SURFACE OF THE GROUND.
 CS2773'
 CS2773'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTER OF THE
 CS2773'BLACK-TOP ROAD, 3 FEET NORTH OF A FENCE CORNER AND 2 FEET
 CS2773'NORTH OF A HIGHWAY MARKER (A 4-INCH SQUARE CONCRETE POST
 CS2773'PROJECTING 2 FEET).  IT IS STAMPED HICKORY NO. 1 1947 AND
 CS2773'PROJECTS 4 INCHES.
 CS2773'
 CS2773'REFERENCE MARK NO. 2 IS AT THE NORTHEAST EDGE OF A FIELD
 CS2773'72 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 175 AND 1 FOOT
 CS2773'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED HICKORY
 CS2773'NO. 2 1947 AND PROJECTS 4 INCHES.
 CS2773'
 CS2773'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY 50 FEET NORTH OF
 CS2773'THE CENTER OF U.S. HIGHWAY 175, 53 FEET EAST OF THE CENTER
 CS2773'OF A SIDE ROAD NORTH, 8 FEET NORTH OF A LONE TREE AND 3
 CS2773'FEET WEST OF A 4-INCH SQUARE WOODEN WITNESS POST THAT PROJECTS
 CS2773'2 FEET.  IT IS STAMPED HICKORY 1947 AND PROJECTS 10 INCHES.
 CS2773'
 CS2773'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 175 AND STATE
 CS2773'ROUTE LOOP 12 AT THE SOUTHEAST EDGE OF DALLAS, GO SOUTHEAST
 CS2773'ON U.S. HIGHWAY 175 FOR 5.65 MILES TO A CROSSROAD AND THE
 CS2773'STATION IN THE SOUTHWEST ANGLE AS DESCRIBED.
 CS2773'
 CS2773'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHEASTERLY
 CS2773'ON U.S. HIGHWAY 175 FOR 0.7 MILE TO THE MARK ON THE LEFT
 CS2773'AS DESCRIBED.
 CS2773'
 CS2773'AN 87 FOOT SIGNAL AT SEAGO IS VISIBLE FROM THE GROUND.
 CS2773'
 CS2773'AN 87 FOOT SIGNAL AT PARSONS IS VISIBLE AT 64 FEET.
 CS2773'
 CS2773'AN 87 FOOT SIGNAL AT SLOUGH IS VISIBLE AT 37 FEET.
 CS2773'
 CS2773'AN 87 FOOT SIGNAL AT PRAIRIE IS VISIBLE AT 37 FEET.
 CS2773'
 CS2773'AN 87 FOOT SIGNAL AT RYLIE IS VISIBLE AT 37 FEET.
 CS2773'
 CS2773'AN 87 FOOT SIGNAL AT MESQUITE IS VISIBLE AT 37 FEET.
 CS2773'
 CS2773'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 CS2773
 CS2773                          STATION RECOVERY (1958)
 CS2773
 CS2773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2773'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CS2773'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK IS NOT
 CS2773'VISIBLE FROM THE STATION BECAUSE OF BILLBOARDS AND TREES.
 CS2773
 CS2773                          STATION RECOVERY (1960)
 CS2773
 CS2773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2773'STATION HAS BEEN BURIED UNDER SAND THAT HAS DRIFTED INTO
 CS2773'THE CORNER OF AN OLD FENCE LINE, NOW INSIDE HIGHWAY RIGHT-OF-WAY.
 CS2773'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION AS
 CS2773'DESCRIBED.  REFERENCE MARK NO. 2 HAS BEEN TWISTED AND TURNED
 CS2773'SIDEWAYS.
 CS2773
 CS2773                          STATION RECOVERY (1966)
 CS2773
 CS2773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2773'REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.  AZIMUTH
 CS2773'MARK HAS BEEN HIT BY ROAD MACHINE AND IS LEAN AT ABOUT 45
 CS2773'DEGREE.
 CS2773'
 CS2773'THE STATION MARK AND REFERENCE MARK NO. 2 WERE SEARCHED FOR
 CS2773'BUT NOT FOUND.  IT IS BELIVED THAT THE SUB- SURFACE MARK IS
 CS2773'STILL IN PLACE.
 CS2773'
 CS2773'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0942 ***********************************************************************
 BM0942  DESIGNATION -  HICKS
 BM0942  PID         -  BM0942
 BM0942  STATE/COUNTY-  TX/GRIMES
 BM0942  USGS QUAD   -  IOLA (1989)
 BM0942
 BM0942                         *CURRENT SURVEY CONTROL
 BM0942  ___________________________________________________________________
 BM0942* NAD 83(1993)-  30 48 11.89283(N)    096 04 34.84931(W)     ADJUSTED  
 BM0942* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 BM0942  ___________________________________________________________________
 BM0942  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 BM0942  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BM0942
 BM0942  HORZ ORDER  -  FIRST
 BM0942
 BM0942.The horizontal coordinates were established by classical geodetic methods
 BM0942.and adjusted by the National Geodetic Survey in February 1996..
 BM0942
 BM0942.The orthometric height was scaled from a topographic map.
 BM0942
 BM0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0942
 BM0942.The geoid height was determined by GEOID03.
 BM0942
 BM0942;                    North         East     Units Scale Factor Converg.
 BM0942;SPC TX C     - 3,133,795.068 1,107,247.269   MT  0.99988769   +2 11 33.4
 BM0942;SPC TX C     -10,281,459.32  3,632,693.75   sFT  0.99988769   +2 11 33.4
 BM0942;UTM  14      - 3,411,460.237   779,739.032   MT  1.00056543   +1 29 53.4
 BM0942;UTM  15      - 3,411,852.515   205,644.439   MT  1.00066897   -1 34 35.4
 BM0942
 BM0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0942!SPC TX C     -   0.99998674  x   0.99988769  =   0.99987443
 BM0942!UTM  14      -   0.99998674  x   1.00056543  =   1.00055217
 BM0942!UTM  15      -   0.99998674  x   1.00066897  =   1.00065570
 BM0942
 BM0942|---------------------------------------------------------------------|
 BM0942| PID    Reference Object                     Distance      Geod. Az  |
 BM0942|                                                           dddmmss.s |
 BM0942| CV7709 HICKS RM 1                           20.540 METERS 08930     |
 BM0942| CV7708 HICKS AZ MK                                        1475603.7 |
 BM0942| BM0943 IOLA MUNICIPAL TANK                 APPROX. 3.1 KM 1774000.8 |
 BM0942| CV7710 HICKS RM 2                           24.425 METERS 20527     |
 BM0942|---------------------------------------------------------------------|
 BM0942
 BM0942                          SUPERSEDED SURVEY CONTROL
 BM0942
 BM0942  NAD 83(1986)-  30 48 11.90620(N)    096 04 34.83007(W) AD(       ) 1
 BM0942  NAD 27      -  30 48 11.21400(N)    096 04 33.98700(W) AD(       ) 1
 BM0942
 BM0942.Superseded values are not recommended for survey control.
 BM0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0942.See file dsdata.txt to determine how the superseded data were derived.
 BM0942
 BM0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV7973911460(NAD 83)
 BM0942_MARKER: DS = TRIANGULATION STATION DISK
 BM0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0942
 BM0942  HISTORY     - Date     Condition        Report By
 BM0942  HISTORY     - 1935     MONUMENTED       CGS
 BM0942  HISTORY     - 1937     GOOD             TXHD
 BM0942  HISTORY     - 1943     GOOD             CGS
 BM0942  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0942  HISTORY     - 19991102 GOOD             USPSQD
 BM0942
 BM0942                          STATION DESCRIPTION
 BM0942
 BM0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM0942'THIS STATION IS ABOUT 8 MILES W OF BEDIAS, ABOUT 2 MILES N
 BM0942'OF IOLA, ABOUT 15 MILES SW OF MADISONVILLE ON LAND OWNED
 BM0942'AND OCCUPIED BY J.W. HICKS.  THE MARK IS SET IN FENCE LINE
 BM0942'ABOUT 200 YARDS N OF THE ROAD, 71 FEET NE OF THE NE CORNER
 BM0942'OF MR. HICKS HOUSE, 40 FEET NE OF THE NE CORNER POST OF THE
 BM0942'YARD FENCE, 68 FEET W OF GATE INTO PASTURE.  IT PROJECTS 9
 BM0942'INCHES.
 BM0942'
 BM0942'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BM0942'BRONZE DISKS SET IN CONCRETE.
 BM0942'
 BM0942'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT N OF FENCE
 BM0942'LINE, 1 FOOT NE OF THE W GATEPOST OF GATE INTO PASTURE, 46
 BM0942'FEET SSW OF A 2-FOOT OAK TREE.  IT PROJECTS 8 INCHES.  REFERENCE
 BM0942'MARK NO. 2 IS SSW OF THE STATION, 1 FOOT S OF YARD FENCE,
 BM0942'15 FEET N OF THE SE CORNER POST OF THE YARD FENCE.  IT PROJECTS
 BM0942'8 INCHES.
 BM0942'
 BM0942'AZIMUTH MARK IS S OF THE STATION ON THE S EDGE OF A CULTIVATED
 BM0942'FIELD.  IT IS 2 FEET N OF FENCE ON THE N EDGE OF THE RIGHT-OF-WAY,
 BM0942'3 FEET N OF BANK, 33 FEET N OF THE CENTER LINE OF THE ROAD.
 BM0942'IT PROJECTS 6 INCHES.
 BM0942'
 BM0942'TO REACH FROM BEDIAS GO S ON TEXAS 90, 2 BLOCKS FROM THE
 BM0942'MAIN STREET.  HERE TURN W ON THE BEDIAS-IOLA ROAD FOR 8.3
 BM0942'MILES TO DRIVEWAY ON THE N.  STATION IS ABOUT 200 YARDS
 BM0942'N OF THIS POINT.
 BM0942'
 BM0942'A 50-FOOT TOWER WAS USED.
 BM0942'
 BM0942'ALL LIGHTS COME INTO VIEW AT 10 FEET.
 BM0942
 BM0942                          STATION RECOVERY (1937)
 BM0942
 BM0942'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM0942'STATION AND ALL MARKS RECOVERED AND IN GOOD CONDITION.
 BM0942
 BM0942                          STATION RECOVERY (1943)
 BM0942
 BM0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0942'THE STATION, REFERENCE, AND AZIMUTH MARKS
 BM0942'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 BM0942'ORIGINAL DESCRIPTION SUBMITTED BY LIEUT. C.A. SCHANCK ADEQUATE.
 BM0942'
 BM0942'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BM0942
 BM0942                          STATION RECOVERY (1994)
 BM0942
 BM0942'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0942'MARK NOT FOUND.
 BM0942
 BM0942                          STATION RECOVERY (1999)
 BM0942
 BM0942'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3040 ***********************************************************************
 CS3040  DESIGNATION -  HICKS
 CS3040  PID         -  CS3040
 CS3040  STATE/COUNTY-  TX/TARRANT
 CS3040  USGS QUAD   -  AVONDALE (1982)
 CS3040
 CS3040                         *CURRENT SURVEY CONTROL
 CS3040  ___________________________________________________________________
 CS3040* NAD 83(1993)-  32 54 49.14463(N)    097 24 09.25373(W)     ADJUSTED  
 CS3040* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 CS3040  ___________________________________________________________________
 CS3040  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 CS3040  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CS3040
 CS3040  HORZ ORDER  -  SECOND
 CS3040
 CS3040.The horizontal coordinates were established by classical geodetic methods
 CS3040.and adjusted by the National Geodetic Survey in February 1996..
 CS3040
 CS3040.The orthometric height was scaled from a topographic map.
 CS3040
 CS3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3040
 CS3040.The geoid height was determined by GEOID03.
 CS3040
 CS3040;                    North         East     Units Scale Factor Converg.
 CS3040;SPC TXNC     - 2,138,813.845   702,643.453   MT  0.99987551   +0 35 54.7
 CS3040;SPC TXNC     - 7,017,091.76  2,305,256.06   sFT  0.99987551   +0 35 54.7
 CS3040;UTM  14      - 3,642,846.066   649,378.386   MT  0.99987514   +0 52 05.4
 CS3040
 CS3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3040!SPC TXNC     -   0.99996497  x   0.99987551  =   0.99984048
 CS3040!UTM  14      -   0.99996497  x   0.99987514  =   0.99984011
 CS3040
 CS3040|---------------------------------------------------------------------|
 CS3040| PID    Reference Object                     Distance      Geod. Az  |
 CS3040|                                                           dddmmss.s |
 CS3040| CY2115 HICKS RM 1                           40.815 METERS 07543     |
 CS3040| CS3041 HICKS ARMY AIRFIELD CONTROL TR      206.410 METERS 12244     |
 CS3040| CY2116 HICKS RM 2                           26.801 METERS 18119     |
 CS3040| CY2114 HICKS AZ MK                                        3200731.2 |
 CS3040|---------------------------------------------------------------------|
 CS3040
 CS3040                          SUPERSEDED SURVEY CONTROL
 CS3040
 CS3040  NAD 83(1993)-  32 54 49.14729(N)    097 24 09.23840(W) AD(       ) 2
 CS3040  NAD 83(1986)-  32 54 49.14828(N)    097 24 09.23757(W) AD(       ) 2
 CS3040  NAD 27      -  32 54 48.69500(N)    097 24 08.17200(W) AD(       ) 2
 CS3040
 CS3040.Superseded values are not recommended for survey control.
 CS3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3040.See file dsdata.txt to determine how the superseded data were derived.
 CS3040
 CS3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4937842846(NAD 83)
 CS3040_MARKER: DS = TRIANGULATION STATION DISK
 CS3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3040
 CS3040  HISTORY     - Date     Condition        Report By
 CS3040  HISTORY     - 1946     MONUMENTED       CGS
 CS3040  HISTORY     - 1962     GOOD             CGS
 CS3040  HISTORY     - 1981     MARK NOT FOUND   NGS
 CS3040
 CS3040                          STATION DESCRIPTION
 CS3040
 CS3040'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3040'STATION IS LOCATED APPROXIMATELY 10 MILES N OF FORT WORTH, ON
 CS3040'HICKS FIELD ARMY AIRPORT, WHICH HAS BEEN ABANDONED BY THE
 CS3040'ARMY AND TAKEN OVER BY A BRANCH OF RECONSTRUCTION FINANCE
 CS3040'CORPORATION.  THE STATION IS LOCATED ON THE NW EDGE OF THE
 CS3040'FIELD, 90 FEET N OF AN OLD ROAD, 220 FEET S OF A FENCE CORNER,
 CS3040'AND 15 FEET E OF A N-S FENCE.
 CS3040'
 CS3040'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS3040'IN THE TOP OF CONCRETE POSTS. STATION MARK IS STAMPED HICKS
 CS3040'1946 AND PROJECTS 4 INCHES.
 CS3040'
 CS3040'REFERENCE MARK 1 IS 133.91 FEET E OF THE STATION.  IT IS 3.5
 CS3040'FEET W OF A SMALL WHITE BUILDING (SIGN PAINT SHOP).  IT IS
 CS3040'A BRONZE REFERENCE DISK, STAMPED HICKS NO 1 1946 AND PROJECTS
 CS3040'4 INCHES.  IT IS SET IN THE TOP OF A CONCRETE POST.
 CS3040'
 CS3040'REFERENCE MARK 2 IS 87.93 FEET S OF THE STATION.  IT IS 2
 CS3040'FEET E OF A FENCE LINE AND ON THE EDGE OF AN OLD ROAD.  IT
 CS3040'IS A BRONZE REFERENCE DISK, STAMPED HICKS NO 2 1946 AND IS
 CS3040'SET IN THE TOP OF A CONCRETE POST.  IT PROJECTS 3 INCHES.
 CS3040'
 CS3040'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NW OF THE STATION.
 CS3040'IT IS 57 FEET W OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 81,
 CS3040'24 FEET S OF A WHITE BOARD FENCE CORNER, 15 FEET S OF A GATE,
 CS3040'AND 2 FEET E OF A FENCE LINE.  IT IS A BRONZE AZIMUTH DISK,
 CS3040'STAMPED HICKS 1946 AND IS SET IN THE TOP OF A CONCRETE POST.
 CS3040'IT PROJECTS 4 INCHES.
 CS3040'
 CS3040'TO REACH THE STATION FROM THE COURTHOUSE IN FORT WORTH GO N
 CS3040'ON U.S. HIGHWAY 81 FOR 7.6 MILES TO THE POST OFFICE IN THE
 CS3040'LITTLE TOWN OF SAGINAW, CONTINUE STRAIGHT AHEAD ON HIGHWAY
 CS3040'81 FOR 3.8 MILES TO THE ENTRANCE TO HICKS FIELD ON THE RIGHT,
 CS3040'TURN RIGHT AND FOLLOW DIRT ROAD PAST THE GUARDHOUSE TO THE
 CS3040'ADMINISTRATION BUILDING ON LEFT.  CONTINUE PAST THE
 CS3040'ADMINISTRATION BUILDING, N, FOR 1 BLOCK, TURN LEFT, W, ON
 CS3040'AN OLD ROAD TO THE STATION ON RIGHT AS DESCRIBED.
 CS3040'
 CS3040'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO HICKS FIELD,
 CS3040'CONTINUE N ON U.S. HIGHWAY 81 FOR 1.5 MILES TO THE AZIMUTH
 CS3040'MARK ON LEFT AS DESCRIBED.
 CS3040'
 CS3040'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 CS3040
 CS3040                          STATION RECOVERY (1962)
 CS3040
 CS3040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS3040'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 CS3040'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 CS3040'DESTROYED WHEN A BUILDING WAS BUILT.  THE ORIGINAL DESCRIPTION
 CS3040'WAS USED FOR RECOVERY.  IT WAS FOUND SOME CHANGES HAVE BEEN
 CS3040'MADE IN THE VICINITY OF THE STATION.
 CS3040'
 CS3040'THE FOLLOWING ARE ADDITIONAL DISTANCES AND ROUTE TO REACH THE
 CS3040'STATION--
 CS3040'
 CS3040'THE STATION IS ABOUT 10 MILES NORTH OF FORT WORTH, 4 MILES
 CS3040'NORTH OF SAGINAW, AND 1/2 MILE EAST OF U.S. HIGHWAY 81-287,
 CS3040'ON LAND OCCUPIED BY THE AMERICAN SHOT PEENING CORP. PLANT,
 CS3040'WHICH WAS ONCE THE HICKS FIELD ARMY AIRPORT.  THE STATION
 CS3040'IS AT THE NORTH SIDE OF A LARGE METAL BUILDING, 73 FEET NORTH
 CS3040'OF THE NORTH SIDE OF BUILDING, 74 FEET EAST OF THE NORTHEAST
 CS3040'LEG OF A STEEL STRUCTURE WHICH SUPPORTS A LARGE OIL TANK,
 CS3040'83 FEET WEST OF THE NORTHWEST CORNER OF A SMALL METAL
 CS3040'BUILDING, 17 FEET SOUTH OF A FENCE LINE, AND 1 FOOT NORTH OF A
 CS3040'METAL WITNESS POST.  THE STATION MARK IS STAMPED HICKS
 CS3040'1946, SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS3040'3 INCHES.
 CS3040'
 CS3040'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HICKS NO 1 1946,
 CS3040'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 3 INCHES.
 CS3040'IT IS 133.91 FEET EAST OF THE STATION, 92 FEET NORTH OF THE
 CS3040'NORTH SIDE OF THE LARGE METAL BUILDING, 37 FEET EAST OF THE
 CS3040'NORTHEAST CORNER OF THE SMALL METAL BUILDING, 3 FEET WEST OF
 CS3040'THE SOUTHWEST CORNER OF A WOOD FRAME BUILDING, AND 1 FOOT
 CS3040'NORTH OF A FENCE.
 CS3040'
 CS3040'AZIMUTH MARK, A STANDARD DISK STAMPED HICKS 1946, IS SET
 CS3040'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.
 CS3040'IT IS 57 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 81-287,
 CS3040'ABOUT 25 FEET SOUTH OF A BOARD GATE, AND 1 FOOT EAST OF THE
 CS3040'RIGHT-OF-WAY FENCE.
 CS3040'
 CS3040'TO REACH THE STATION FROM THE COURTHOUSE IN FORT WORTH GO
 CS3040'NORTH ON U.S. HIGHWAY 81-287 FOR ABOUT 8 MILES TO SAGINAW.
 CS3040'CONTINUE NORTH ON U.S. HIGHWAYS 81-287 FOR 3.8 MILES TO THE
 CS3040'ENTRANCE OF THE HICKS FIELD ON THE RIGHT.  TURN RIGHT AND
 CS3040'FOLLOW THE GRAVEL ROAD, NORTHERLY FOR 0.65 MILE TO THE LARGE
 CS3040'METAL BUILDING ON THE LEFT AND THE STATION AS DESCRIBED.
 CS3040'
 CS3040'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON
 CS3040'THE GRAVEL ROAD FOR 0.65 MILE TO U.S. HIGHWAY 81-287.  TURN
 CS3040'RIGHT, GO NORTH ON HIGHWAY FOR 1.3 MILES TO AZIMUTH MARK ON THE
 CS3040'LEFT.
 CS3040
 CS3040                          STATION RECOVERY (1981)
 CS3040
 CS3040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CS3040'THE STATION AND REFERENCE MARKS COULD NOT BE FOUND.  THE STATION SITE
 CS3040'IS OCCUPIED BY A MANUFACTURING PLANT.  THE AREA IS NO LONGER HICKS
 CS3040'AIRFIELD BUT IS HICKS INDUSTRIAL PARK.
 CS3040'
 CS3040'THE AZIMUTH MARK IS STILL IN PLACE AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3041 ***********************************************************************
 CS3041  DESIGNATION -  HICKS ARMY AIRFIELD CONTROL TR
 CS3041  PID         -  CS3041
 CS3041  STATE/COUNTY-  TX/TARRANT
 CS3041  USGS QUAD   -  AVONDALE (1982)
 CS3041
 CS3041                         *CURRENT SURVEY CONTROL
 CS3041  ___________________________________________________________________
 CS3041* NAD 83(1993)-  32 54 45.52198(N)    097 24 02.57136(W)     ADJUSTED  
 CS3041* NAVD 88     -                                                        
 CS3041  ___________________________________________________________________
 CS3041  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 CS3041  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CS3041
 CS3041  HORZ ORDER  -  THIRD
 CS3041
 CS3041.The horizontal coordinates were established by classical geodetic methods
 CS3041.and adjusted by the National Geodetic Survey in February 1996..
 CS3041
 CS3041
 CS3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3041
 CS3041.The geoid height was determined by GEOID03.
 CS3041
 CS3041;                    North         East     Units Scale Factor Converg.
 CS3041;SPC TXNC     - 2,138,704.079   702,818.228   MT  0.99987555   +0 35 58.4
 CS3041;SPC TXNC     - 7,016,731.63  2,305,829.47   sFT  0.99987555   +0 35 58.4
 CS3041;UTM  14      - 3,642,737.124   649,553.675   MT  0.99987578   +0 52 08.9
 CS3041
 CS3041                          SUPERSEDED SURVEY CONTROL
 CS3041
 CS3041  NAD 83(1993)-  32 54 45.52464(N)    097 24 02.55601(W) AD(       ) 4
 CS3041  NAD 83(1986)-  32 54 45.52562(N)    097 24 02.55540(W) AD(       ) 4
 CS3041  NAD 27      -  32 54 45.07200(N)    097 24 01.49000(W) AD(       ) 3
 CS3041
 CS3041.Superseded values are not recommended for survey control.
 CS3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3041.See file dsdata.txt to determine how the superseded data were derived.
 CS3041
 CS3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4955442737(NAD 83)
 CS3041_MARKER: 55 = TOWER
 CS3041
 CS3041  HISTORY     - Date     Condition        Report By
 CS3041  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS3041
 CS3041                          STATION DESCRIPTION
 CS3041
 CS3041'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS3041'TOWER IS LOCATED APPROXIMATELY 11 MILES N OF FORT WORTH,
 CS3041'AT HICKS AIRFIELD.
 CS3041'
 CS3041'THE CONTROL TOWER IS LOCATED ATOP A SMALL FRAME BUILDING
 CS3041'AND IS ABOUT 50 FEET HIGH.  IT IS APPROXIMATELY 8 FEET IN
 CS3041'DIAMETER AND ABOUT 10 FEET HIGH, ENCLOSED BY BLUISH-GREEN
 CS3041'GLASS WINDOWS.  IT IS LOCATED AT THE SW EDGE OF HICKS FLYING
 CS3041'FIELD, ABOUT 300 YARDS E OF THE FORT WORTH-DENVER RAILROAD
 CS3041'TRACKS, ABOUT 600 YARDS E OF HIGHWAY 81, 150 FEET E OF A
 CS3041'GRAVEL ROAD, AND 0.5 MILE N OF TRIANGULATION STATION NW BASE.
 CS3041'
 CS3041'TO REACH FROM THE COURTHOUSE IN FORT WORTH, GO N ON HIGHWAY
 CS3041'81, 10.95 MILES TO A GRAVEL ROAD ON RIGHT.  TURN RIGHT AND
 CS3041'CROSS TWO SETS OF RAILROAD TRACKS, THEN THROUGH A BRICK GATEWAY
 CS3041'AND CONTINUE FOR 0.5 MILE TO HICKS AIRFIELD AND THE CONTROL
 CS3041'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1238 ***********************************************************************
 AE1238  DESIGNATION -  HID BRIDGE IBWC
 AE1238  PID         -  AE1238
 AE1238  STATE/COUNTY-  TX/HIDALGO
 AE1238  USGS QUAD   -  HIDALGO (1983)
 AE1238
 AE1238                         *CURRENT SURVEY CONTROL
 AE1238  ___________________________________________________________________
 AE1238* NAD 83(1986)-  26 05 46.     (N)    098 16 17.     (W)     SCALED    
 AE1238* NAVD 88     -        32.878  (meters)     107.87   (feet)  ADJUSTED  
 AE1238  ___________________________________________________________________
 AE1238  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE1238  DYNAMIC HT  -          32.823 (meters)     107.69  (feet)  COMP
 AE1238  MODELED GRAV-     978,972.3   (mgal)                       NAVD 88
 AE1238
 AE1238  VERT ORDER  -  FIRST     CLASS II
 AE1238
 AE1238.The horizontal coordinates were scaled from a topographic map and have
 AE1238.an estimated accuracy of +/- 6 seconds.
 AE1238
 AE1238.The orthometric height was determined by differential leveling
 AE1238.and adjusted by the National Geodetic Survey in June 1991..
 AE1238
 AE1238.The geoid height was determined by GEOID03.
 AE1238
 AE1238.The dynamic height is computed by dividing the NAVD 88
 AE1238.geopotential number by the normal gravity value computed on the
 AE1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1238.degrees latitude (g = 980.6199 gals.).
 AE1238
 AE1238.The modeled gravity was interpolated from observed gravity values.
 AE1238
 AE1238;                    North         East    Units  Estimated Accuracy
 AE1238;SPC TX S     - 5,047,600.      322,870.      MT  (+/- 180 meters Scaled)
 AE1238
 AE1238                          SUPERSEDED SURVEY CONTROL
 AE1238
 AE1238.No superseded survey control is available for this station.
 AE1238
 AE1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP728865(NAD 83)
 AE1238_MARKER: DD = SURVEY DISK
 AE1238_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1238_SP_SET: SIDEWALK
 AE1238_STAMPING: HID. BRIDGE 108.25-PZ 32.995
 AE1238_MARK LOGO: IBWC  
 AE1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1238
 AE1238  HISTORY     - Date     Condition        Report By
 AE1238  HISTORY     - UNK      MONUMENTED       IBWC
 AE1238  HISTORY     - 1981     GOOD             NGS
 AE1238
 AE1238                          STATION DESCRIPTION
 AE1238
 AE1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1238'IN HIDALGO.
 AE1238'IN HIDALGO, AT THE CITY OF MCALLEN INTERNATIONAL TOLL BRIDGE, AT THE
 AE1238'NORTHEAST END OF THE BRIDGE, SET IN THE TOP OF A SIDEWALK, AT THE
 AE1238'NORTHEAST END OF THE CONCRETE SIDEWALK EXTENDING FROM THE NORTH EAST
 AE1238'END OF THE BRIDGE, 40.5 METERS (133.0 FT) NORTHEAST OF THE NORTHEAST
 AE1238'CORNER OF THE BRIDGE, 19.2 METERS (63.0 FT) SOUTHEAST OF THE SOUTHEAST
 AE1238'MOST OF A SERIES OF TOLLGATE BOOTHS, 10.7 METERS (35.0 FT) EAST OF THE
 AE1238'CENTERLINE OF THE BRIDGE ROAD, AND 1.5 METERS (5.0 FT) NORTH NORTHEAST
 AE1238'OF AN ANGLE IN A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1234 ***********************************************************************
 AE1234  DESIGNATION -  HIDALGO
 AE1234  PID         -  AE1234
 AE1234  STATE/COUNTY-  TX/HIDALGO
 AE1234  USGS QUAD   -  HIDALGO (1983)
 AE1234
 AE1234                         *CURRENT SURVEY CONTROL
 AE1234  ___________________________________________________________________
 AE1234* NAD 83(1993)-  26 06 00.50017(N)    098 15 38.29222(W)     ADJUSTED  
 AE1234* NAVD 88     -        31.614  (meters)     103.72   (feet)  ADJUSTED  
 AE1234  ___________________________________________________________________
 AE1234  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AE1234  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE1234  DYNAMIC HT  -          31.561 (meters)     103.55  (feet)  COMP
 AE1234  MODELED GRAV-     978,974.2   (mgal)                       NAVD 88
 AE1234
 AE1234  HORZ ORDER  -  FIRST
 AE1234  VERT ORDER  -  FIRST     CLASS II
 AE1234
 AE1234.The horizontal coordinates were established by classical geodetic methods
 AE1234.and adjusted by the National Geodetic Survey in February 1996..
 AE1234
 AE1234.The orthometric height was determined by differential leveling
 AE1234.and adjusted by the National Geodetic Survey in June 1991..
 AE1234
 AE1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1234
 AE1234.The geoid height was determined by GEOID03.
 AE1234
 AE1234.The dynamic height is computed by dividing the NAVD 88
 AE1234.geopotential number by the normal gravity value computed on the
 AE1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1234.degrees latitude (g = 980.6199 gals.).
 AE1234
 AE1234.The modeled gravity was interpolated from observed gravity values.
 AE1234
 AE1234;                    North         East     Units Scale Factor Converg.
 AE1234;SPC TX S     - 5,048,049.577   323,944.552   MT  1.00001742   +0 06 31.2
 AE1234;SPC TX S     -16,561,809.32  1,062,808.08   sFT  1.00001742   +0 06 31.2
 AE1234;UTM  14      - 2,886,983.539   573,932.172   MT  0.99966749   +0 19 31.0
 AE1234
 AE1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1234!SPC TX S     -   0.99999877  x   1.00001742  =   1.00001619
 AE1234!UTM  14      -   0.99999877  x   0.99966749  =   0.99966626
 AE1234
 AE1234:                Primary Azimuth Mark                     Grid Az
 AE1234:SPC TX S     -  HIDALGO N MUN TANK                       012 51 41.0
 AE1234:UTM  14      -  HIDALGO N MUN TANK                       012 38 41.2
 AE1234
 AE1234|---------------------------------------------------------------------|
 AE1234| PID    Reference Object                     Distance      Geod. Az  |
 AE1234|                                                           dddmmss.s |
 AE1234| AE1547 HIDALGO N MUN TANK                  APPROX. 0.9 KM 0125812.2 |
 AE1234| AE1235 HIDALGO RM 1                                       10427     |
 AE1234| AE1548 HIDALGO S MUN TANK                  255.283 METERS 18845     |
 AE1234| AE0272 RP 21                               169.980 METERS 27258     |
 AE1234| AE1567 GLICK                               APPROX. 4.5 KM 2894544.0 |
 AE1234| AE1236 HIDALGO RM 2                         30.019 METERS 34649     |
 AE1234|---------------------------------------------------------------------|
 AE1234
 AE1234                          SUPERSEDED SURVEY CONTROL
 AE1234
 AE1234  NAD 83(1986)-  26 06 00.50589(N)    098 15 38.25700(W) AD(       ) 1
 AE1234  NAD 27      -  26 05 59.22475(N)    098 15 37.20759(W) AD(       ) 1
 AE1234  NGVD 29 (07/19/86)   31.8    (m)          104.     (f) VERT ANG       
 AE1234
 AE1234.Superseded values are not recommended for survey control.
 AE1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1234.See file dsdata.txt to determine how the superseded data were derived.
 AE1234
 AE1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7393286984(NAD 83)
 AE1234_MARKER: DS = TRIANGULATION STATION DISK
 AE1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1234_SP_SET: CONCRETE POST
 AE1234_STAMPING: HIDALGO 1974
 AE1234_MARK LOGO: NGS   
 AE1234_PROJECTION: FLUSH
 AE1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1234+STABILITY: SURFACE MOTION
 AE1234
 AE1234  HISTORY     - Date     Condition        Report By
 AE1234  HISTORY     - 1974     MONUMENTED       NGS
 AE1234  HISTORY     - 1981     GOOD             NGS
 AE1234
 AE1234                          STATION DESCRIPTION
 AE1234
 AE1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1234'THE STATION IS LOCATED IN THE CITY OF HIDALGO, ON CITY PROPERTY,
 AE1234'AT THE HIDALGO FIRE AND POLICE DEPARTMENT, 311 THIRD STREET.
 AE1234'
 AE1234'STATION MARK IS A STANDARD DISK STAMPED, HIDALGO 1974, SET IN THE
 AE1234'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 AE1234'THE GROUND.  IT IS 34.5 FEET NORTHWEST OF A POWERLINE POLE NUMBERED
 AE1234'P-1272, 49.0 FEET NORTH OF THE CENTER OF ESPERANZA STREET AND 55.0
 AE1234'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FIREHOUSE.
 AE1234'
 AE1234'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, HIDALGO NO 1 1974,
 AE1234'CEMENTED IN A DRILLED HOLE IN A SIDEWALK.  IT IS 76.0 FEET SOUTHEAST
 AE1234'OF THE SOUTHWEST CORNER OF THE FIREHOUSE, 50.0 FEET SOUTH-SOUTHEAST
 AE1234'OF THE SOUTHEAST CORNER OF THE FIREHOUSE AND AT THE NORTHEAST ANGLE
 AE1234'OF A SIDEWALK JUNCTION AND IS ABOUT THE SAME ELEVATION AS THE
 AE1234'STATION.
 AE1234'
 AE1234'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, HIDALGO NO 2 1974, SET
 AE1234'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AE1234'WITH THE GROUND.  IT IS 58.0 FEET EAST OF THE CENTER OF SECOND
 AE1234'STREET, 78.5 FEET WEST OF THE NORTHWEST CORNER OF THE FIREHOUSE, 90.5
 AE1234'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE FIREHOUSE AND IS
 AE1234'ABOUT THE SAME ELEVATION AS THE STATION.
 AE1234'
 AE1234'RP 21 (IBWC) IS AN INTERNATIONAL BOUNDARY AND WATER COMMISSION
 AE1234'MARK.  IT IS A 4-INCH SQUARE IRON PLATE EMBOSSED WITH A CROSS IN THE
 AE1234'CENTER AND THE LETTERS IBC C DE L, SET IN THE TOP OF A 10-INCH
 AE1234'SQUARE CONCRETE POST WITH A MOLDED INSCRIPTION, R P 21, THAT
 AE1234'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2.2 FEET SOUTHEAST
 AE1234'OF A TREE, 3.0 FEET SOUTH OF A CYCLONE FENCE AND 5.6 FEET EAST OF THE
 AE1234'EAST EDGE OF A DRIVEWAY.  IT IS LOCATED IN THE FRONT YARD OF
 AE1234'122 ESPERANZA STREET.
 AE1234'
 AE1234'NEAREST TOWN--HIDALGO.
 AE1234'
 AE1234'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 AE1234
 AE1234                          STATION RECOVERY (1981)
 AE1234
 AE1234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1234'IN HIDALGO.
 AE1234'IN HIDALGO, SET ON THE PROPERTY OF THE HIDALGO FIRE AND POLICE
 AE1234'DEPARTMENT, AT ESPERENZA AND SECOND STREET, 14.9 METERS (49.0 FT)
 AE1234'NORTH OF THE CENTER OF ESPERANZA STREET, 10.5 METERS (34.5 FT)
 AE1234'NORTHWEST OF POWERLINE POLE NUMBER P 1272, 16.8 METERS (55.0 FT)
 AE1234'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FIREHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1655 ***********************************************************************
 AB1655  DESIGNATION -  HIDALGO
 AB1655  PID         -  AB1655
 AB1655  STATE/COUNTY-  TX/CAMERON
 AB1655  USGS QUAD   -  SANTA ROSA (1982)
 AB1655
 AB1655                         *CURRENT SURVEY CONTROL
 AB1655  ___________________________________________________________________
 AB1655* NAD 83(1993)-  26 20 00.77653(N)    097 51 42.95670(W)     ADJUSTED  
 AB1655* NAVD 88     -        15.9    (meters)      52.     (feet)  VERTCON   
 AB1655  ___________________________________________________________________
 AB1655  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 AB1655  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AB1655
 AB1655  HORZ ORDER  -  SECOND
 AB1655
 AB1655.The horizontal coordinates were established by classical geodetic methods
 AB1655.and adjusted by the National Geodetic Survey in February 1996..
 AB1655
 AB1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1655
 AB1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1655
 AB1655.The geoid height was determined by GEOID03.
 AB1655
 AB1655;                    North         East     Units Scale Factor Converg.
 AB1655;SPC TX S     - 5,074,047.412   363,697.706   MT  0.99996216   +0 17 22.9
 AB1655;SPC TX S     -16,647,103.88  1,193,231.56   sFT  0.99996216   +0 17 22.9
 AB1655;UTM  14      - 2,913,123.552   613,576.149   MT  0.99975926   +0 30 17.6
 AB1655
 AB1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1655!SPC TX S     -   1.00000117  x   0.99996216  =   0.99996333
 AB1655!UTM  14      -   1.00000117  x   0.99975926  =   0.99976043
 AB1655
 AB1655|---------------------------------------------------------------------|
 AB1655| PID    Reference Object                     Distance      Geod. Az  |
 AB1655|                                                           dddmmss.s |
 AB1655| CV3294 HIDALGO RM                           29.400 METERS 00010     |
 AB1655| CV3295 HIDALGO RM 2                         15.852 METERS 09011     |
 AB1655| CV3293 HIDALGO AZ MK                                      1792527.2 |
 AB1655| AB1657 EDCOUCH MUNICIPAL TANK              APPROX.11.0 KM 2481029.5 |
 AB1655| CV3296 HIDALGO RM 3                         19.635 METERS 35133     |
 AB1655|---------------------------------------------------------------------|
 AB1655
 AB1655                          SUPERSEDED SURVEY CONTROL
 AB1655
 AB1655  NAD 83(1986)-  26 20 00.78527(N)    097 51 42.92054(W) AD(       ) 2
 AB1655  NAD 27      -  26 19 59.52800(N)    097 51 41.92700(W) AD(       ) 2
 AB1655  NGVD 29 (07/19/86)   16.0    (m)           52.     (f) VERT ANG       
 AB1655
 AB1655.Superseded values are not recommended for survey control.
 AB1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1655.See file dsdata.txt to determine how the superseded data were derived.
 AB1655
 AB1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1357613124(NAD 83)
 AB1655_MARKER: DS = TRIANGULATION STATION DISK
 AB1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1655
 AB1655  HISTORY     - Date     Condition        Report By
 AB1655  HISTORY     - 1913     MONUMENTED       CGS
 AB1655  HISTORY     - 1934     GOOD             TXGS
 AB1655  HISTORY     - 1936     MARK NOT FOUND   TXRD
 AB1655  HISTORY     - 1947     SEE DESCRIPTION  CGS
 AB1655  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB1655  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB1655  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 AB1655
 AB1655                          STATION DESCRIPTION
 AB1655
 AB1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1655'STATION IS ABOUT 4-1/2 MILES W AND 1/4 MILE S FROM SEBASTIAN,
 AB1655'3/8 MILE W OF N FROM THE ASADON RANCH OWNED BY SR. CAVAZOS
 AB1655'AND N 11 DEG W FROM THE RANCH WINDMILL, ABOUT 75
 AB1655'METERS (246 FEET) W OF THE CAMERON-HIDALGO COUNTY LINE, AND
 AB1655'ABOUT 5 METERS (16 FEET) OF A WAGON ROAD WHICH RUNS N AND
 AB1655'S NEAR THE COUNTY LINE.
 AB1655'
 AB1655'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AB1655'DISKS SET IN CONCRETE.
 AB1655'
 AB1655'REFERENCE MARK IS SET AT THE W SIDE OF THE WAGON ROAD, AT THE
 AB1655'SAME ELEVATION AS THE STATION, AND 29.40 METERS (96.5 FEET)
 AB1655'THEREFROM N 0 DEG 10 MIN E.
 AB1655'
 AB1655'ELEVATION OF STATION, 16.0 METERS (52 FEET).
 AB1655
 AB1655                          STATION RECOVERY (1934)
 AB1655
 AB1655'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AB1655'REFERENCE POINT FOUND INTACT.
 AB1655'
 AB1655'SURFACE MARKER OBLITERATED.
 AB1655'
 AB1655'SURSURFACE MARKER FOUND INTACT APPROXIMATELY 3 FEET UNDER
 AB1655'SURFACE, IN EXCELLENT CONDITION.
 AB1655
 AB1655                          STATION RECOVERY (1936)
 AB1655
 AB1655'RECOVERY NOTE BY TEXAS RECLAMATION DEPARTMENT 1936 (MDB)
 AB1655'SURFACE AND REFERENCE MARKS DESTROYED.  UNDERGROUND MARK
 AB1655'RECOVERED AND FOUND IN GOOD CONDITION, AND IS IN W EDGE OF
 AB1655'HIDALGO-CAMERON COUNTY LINE ROAD IN DRAIN DITCH ALONG SAME
 AB1655'ROAD.  HIDALGO TRIANGULATION STATION UNDERGROUND MARK TO
 AB1655'S.R.D. BENCH MARK NO. 3 IS 16 FEET DISTANT AND
 AB1655'(BENCH MARK NO. 3 IS 30 FEET W OF
 AB1655'HIDALGO-CAMERON COUNTY LINE ROAD AND IS 10 FEET W OF W FENCE
 AB1655'AND ABOUT 500 FEET NW OF MEXICAN HOUSE).
 AB1655
 AB1655                          STATION RECOVERY (1947)
 AB1655
 AB1655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1655'STATION WAS RECOVERED AS DESCRIBED, HOWEVER, THE SURFACE
 AB1655'AND REFERENCE MARKS HAD BEEN DESTROYED.  THE UNDERGROUND MARK
 AB1655'WAS FOUND IN GOOD CONDITION.  THE MARK WAS HELD AND NEW
 AB1655'SURFACE AND UNDERGROUND MARKS WERE ESTABLISHED.  REFERENCE
 AB1655'MARKS 2 AND 3 AND AZIMUTH MARK WERE ALSO ESTABLISHED BY
 AB1655'THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 AB1655'
 AB1655'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF LA VILLA
 AB1655'AND ABOUT 5 MILES WEST OF SEBASTIAN.  IT IS 6 FEET EAST OF
 AB1655'AN IRRIGATION DITCH, 20 FEET WEST OF THE APPROXIMATE CENTER
 AB1655'OF A DIRT ROAD AND ABOUT 500 FEET NORTHWEST OF FARM BUILDINGS.
 AB1655'THE MARK IS ABOUT 1 FOOT BELOW THE SURFACE OF THE ROAD AND
 AB1655'THE DISK IS STAMPED HIDALGO 1913 1947.
 AB1655'
 AB1655'REFERENCE MARK NO. 2 IS 52.01 FEET EAST OF THE STATION.  IT
 AB1655'IS 33 FEET EAST OF THE APPROXIMATE CENTER OF A DIRT ROAD.
 AB1655'THE MARK IS FLUSH AND THE DISK IS STAMPED HIDALGO NO 2 1913.
 AB1655'
 AB1655'REFERENCE MARK NO. 3 IS 64.42 FEET NORTHWEST OF THE STATION.
 AB1655'IT IS 30 FEET WEST OF THE APPROXIMATE CENTER OF A DIRT ROAD.
 AB1655'THE MARK IS FLUSH AND THE DISK IS STAMPED HIDALGO NO 3 1913.
 AB1655'
 AB1655'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS 11 FEET
 AB1655'SOUTH OF THE APPROXIMATE CENTER OF A DIRT ROAD AND 25 FEET
 AB1655'EAST OF THE APPROXIMATE CENTER OF THE MAIN ROAD.  THE MARK
 AB1655'PROJECTS 8 INCHES AND THE DISK IS STAMPED HIDALGO 1913.
 AB1655'
 AB1655'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107
 AB1655'AND FARM HIGHWAY 88 IN LA VILLA, GO EAST ON HIGHWAY 107 FOR
 AB1655'0.7 MILE TO A LEVEE, TURN LEFT ON ROAD ON LEVEE AND GO FOR
 AB1655'5.0 MILES TO A WOODEN BRIDGE AND MILE POST 23, TURN LEFT
 AB1655'ACROSS BRIDGE AND CONTINUE FOR 0.9 MILES TO THE AZIMUTH MARK
 AB1655'ON THE RIGHT AS DESCRIBED, CONTINUE FOR 0.3 MILE TO THE STATION
 AB1655'ON THE LEFT.
 AB1655'
 AB1655'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AB1655
 AB1655                          STATION RECOVERY (1954)
 AB1655
 AB1655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1655'THE SURFACE MARK HAS BEEN DESTROYED.  THE UNDERGROUND MARK
 AB1655'WAS FOUND LYING IN THE GENERAL VICINITY.  REFERENCE MARK NO. 1
 AB1655'HAS BEEN REMOVED.  REFERENCE MARK NO. 2 WAS NOT FOUND.
 AB1655'POSITION OF THIS STATION IS LOST.
 AB1655
 AB1655                          STATION RECOVERY (1956)
 AB1655
 AB1655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB1655'THIS STATION WAS SEARCHED FOR BUT NOT FOUND NEITHER THE SURFACE
 AB1655'MARKER NOR THE REFERENCE MARKS WERE TO BE LOCATED.  EXTENSIVE
 AB1655'CULTIVATION IN THE AREA HAS DESTROYED ALL EVIDENCE.  THE
 AB1655'UNDERGROUND MARK WAS NOT SEARCHED FOR EXTENSIVELY.
 AB1655
 AB1655                          STATION RECOVERY (1991)
 AB1655
 AB1655'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1543 ***********************************************************************
 AE1543  DESIGNATION -  HIDALGO CO WTR IMPROV PLT STK
 AE1543  PID         -  AE1543
 AE1543  STATE/COUNTY-  TX/HIDALGO
 AE1543  USGS QUAD   -  HIDALGO (1983)
 AE1543
 AE1543                         *CURRENT SURVEY CONTROL
 AE1543  ___________________________________________________________________
 AE1543* NAD 83(1993)-  26 05 48.57605(N)    098 15 42.48862(W)     ADJUSTED  
 AE1543* NAVD 88     -                                                        
 AE1543  ___________________________________________________________________
 AE1543  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AE1543  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE1543
 AE1543  HORZ ORDER  -  THIRD
 AE1543
 AE1543.The horizontal coordinates were established by classical geodetic methods
 AE1543.and adjusted by the National Geodetic Survey in February 1996..
 AE1543
 AE1543
 AE1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1543
 AE1543.The geoid height was determined by GEOID03.
 AE1543
 AE1543;                    North         East     Units Scale Factor Converg.
 AE1543;SPC TX S     - 5,047,682.387   323,828.639   MT  1.00001833   +0 06 29.3
 AE1543;SPC TX S     -16,560,604.63  1,062,427.79   sFT  1.00001833   +0 06 29.3
 AE1543;UTM  14      - 2,886,616.043   573,817.687   MT  0.99966728   +0 19 29.1
 AE1543
 AE1543                          SUPERSEDED SURVEY CONTROL
 AE1543
 AE1543  NAD 83(1986)-  26 05 48.58118(N)    098 15 42.45302(W) AD(       ) 4
 AE1543  NAD 27      -  26 05 47.28963(N)    098 15 41.39880(W) AD(       ) 3
 AE1543
 AE1543.Superseded values are not recommended for survey control.
 AE1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1543.See file dsdata.txt to determine how the superseded data were derived.
 AE1543
 AE1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7381886616(NAD 83)
 AE1543_MARKER: 63 = STACK
 AE1543
 AE1543  HISTORY     - Date     Condition        Report By
 AE1543  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1543
 AE1543                          STATION DESCRIPTION
 AE1543
 AE1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1543'POINT OBSERVED UPON IS THE CENTER OF A LARGE CONCRETE STACK
 AE1543'LOCATED AT THE HIDALGO COMPANY WATER IMPROVEMENT PLANT.  STACK
 AE1543'IS 120 FEET HIGH AND WAS ERECTED IN 1915.
 AE1543'
 AE1543'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MC ALLEN
 AE1543'ECC., ORANGE, SIGLER AND HICKLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1547 ***********************************************************************
 AE1547  DESIGNATION -  HIDALGO N MUN TANK
 AE1547  PID         -  AE1547
 AE1547  STATE/COUNTY-  TX/HIDALGO
 AE1547  USGS QUAD   -  HIDALGO (1983)
 AE1547
 AE1547                         *CURRENT SURVEY CONTROL
 AE1547  ___________________________________________________________________
 AE1547* NAD 83(1993)-  26 06 29.04655(N)    098 15 31.00997(W)     ADJUSTED  
 AE1547* NAVD 88     -                                                        
 AE1547  ___________________________________________________________________
 AE1547  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AE1547  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AE1547
 AE1547  HORZ ORDER  -  THIRD
 AE1547
 AE1547.The horizontal coordinates were established by classical geodetic methods
 AE1547.and adjusted by the National Geodetic Survey in February 1996..
 AE1547
 AE1547
 AE1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1547
 AE1547.The geoid height was determined by GEOID03.
 AE1547
 AE1547;                    North         East     Units Scale Factor Converg.
 AE1547;SPC TX S     - 5,048,928.487   324,145.226   MT  1.00001528   +0 06 34.5
 AE1547;SPC TX S     -16,564,692.88  1,063,466.46   sFT  1.00001528   +0 06 34.5
 AE1547;UTM  14      - 2,887,862.895   574,129.452   MT  0.99966785   +0 19 34.6
 AE1547
 AE1547                          SUPERSEDED SURVEY CONTROL
 AE1547
 AE1547  NAD 83(1986)-  26 06 29.05224(N)    098 15 30.97466(W) AD(       ) 4
 AE1547  NAD 27      -  26 06 27.77344(N)    098 15 29.92477(W) AD(       ) 3
 AE1547
 AE1547.Superseded values are not recommended for survey control.
 AE1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1547.See file dsdata.txt to determine how the superseded data were derived.
 AE1547
 AE1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7412987863(NAD 83)
 AE1547_MARKER: 53 = ELEVATED TANK
 AE1547
 AE1547  HISTORY     - Date     Condition        Report By
 AE1547  HISTORY     - 1935     FIRST OBSERVED   CGS
 AE1547  HISTORY     - 1974     GOOD             NGS
 AE1547  HISTORY     - 1974     GOOD             NGS
 AE1547
 AE1547                          STATION DESCRIPTION
 AE1547
 AE1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1547'POINT OBSERVED UPON IS THE FINIAL OF THE MUNICIPAL WATER TANK
 AE1547'IN THE CENTER OF TOWN, 54 FEET E OF TEXAS AND MEXICAN RAILWAY.
 AE1547'TANK IS 100 FEET HIGH.
 AE1547'
 AE1547'STATION WAS OBSERVED UPON FROM TRIANGULATION STATIONS MC ALLEN
 AE1547'ECC., PALM, ORANGE, SIGLER, HICKLEY AND MISSION.
 AE1547
 AE1547                          STATION RECOVERY (1974)
 AE1547
 AE1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1547'THE STATION, HIDALGO MUNICIPAL WATER TANK 1935, WAS RECOVERED
 AE1547'AS DESCRIBED IN 1935 BY C.I. ASLAKSON.
 AE1547'
 AE1547'IT IS 0.2 MILE EAST OF THE JUNCTION OF SPUR 115 AND SPUR
 AE1547'U.S. HIGHWAY 281, 150 FEET NORTH OF SPUR 281, 50 FEET EAST
 AE1547'OF THE TEXAS-MEXICAN RAILWAY, AND OWNED BY THE CITY OF HIDALGO.
 AE1547'THE TANK IS PAINTED SILVER.
 AE1547
 AE1547                          STATION RECOVERY (1974)
 AE1547
 AE1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 AE1547'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AE1547'THE TANK IS CYLINDICAL WITH A CONICAL TOP SUPPORTED BY FOUR LEGS.
 AE1547'
 AE1547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HIDALGO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1235 ***********************************************************************
 AE1235  DESIGNATION -  HIDALGO RM 1
 AE1235  PID         -  AE1235
 AE1235  STATE/COUNTY-  TX/HIDALGO
 AE1235  USGS QUAD   -  HIDALGO (1983)
 AE1235
 AE1235                         *CURRENT SURVEY CONTROL
 AE1235  ___________________________________________________________________
 AE1235* NAD 83(1986)-  26 06 00.     (N)    098 15 38.     (W)     SCALED    
 AE1235* NAVD 88     -        31.519  (meters)     103.41   (feet)  ADJUSTED  
 AE1235  ___________________________________________________________________
 AE1235  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE1235  DYNAMIC HT  -          31.466 (meters)     103.23  (feet)  COMP
 AE1235  MODELED GRAV-     978,974.2   (mgal)                       NAVD 88
 AE1235
 AE1235  VERT ORDER  -  FIRST     CLASS II
 AE1235
 AE1235.The horizontal coordinates were scaled from a topographic map and have
 AE1235.an estimated accuracy of +/- 6 seconds.
 AE1235
 AE1235.The orthometric height was determined by differential leveling
 AE1235.and adjusted by the National Geodetic Survey in June 1991..
 AE1235
 AE1235.The geoid height was determined by GEOID03.
 AE1235
 AE1235.The dynamic height is computed by dividing the NAVD 88
 AE1235.geopotential number by the normal gravity value computed on the
 AE1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1235.degrees latitude (g = 980.6199 gals.).
 AE1235
 AE1235.The modeled gravity was interpolated from observed gravity values.
 AE1235
 AE1235;                    North         East    Units  Estimated Accuracy
 AE1235;SPC TX S     - 5,048,030.      323,950.      MT  (+/- 180 meters Scaled)
 AE1235
 AE1235                          SUPERSEDED SURVEY CONTROL
 AE1235
 AE1235.No superseded survey control is available for this station.
 AE1235
 AE1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP739869(NAD 83)
 AE1235_MARKER: DR = REFERENCE MARK DISK
 AE1235_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE1235+WITH SETTING: PAVEMENT
 AE1235_SP_SET: SIDEWALK
 AE1235_STAMPING: HIDALGO NO 1 1974
 AE1235_MARK LOGO: NGS   
 AE1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1235+STABILITY: SURFACE MOTION
 AE1235
 AE1235  HISTORY     - Date     Condition        Report By
 AE1235  HISTORY     - 1974     MONUMENTED       NGS
 AE1235  HISTORY     - 1981     GOOD             NGS
 AE1235
 AE1235                          STATION DESCRIPTION
 AE1235
 AE1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1235'IN HIDALGO.
 AE1235'IN HIDALGO, SET AT THE SOUTHWEST PROPERTY CORNER OF THE FIRE AND
 AE1235'POLICE DEPARTMENT, AT THE INTERSECTION OF ESPERANZA STREET AND SECOND
 AE1235'STREET, SET IN TOP OF A SIDEWALK, 12.8 METERS (42.0 FT) NORTH OF THE
 AE1235'CENTER OF ESPERANZA STREET, 23.2 METERS (76.0 FT) SOUTHEAST OF THE
 AE1235'SOUTHEAST CORNER OF THE FIREHOUSE, AND 29.1 METERS (95.5 FT) EAST
 AE1235'SOUTHEAST OF TRIANGULATION STATION HIDALGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1236 ***********************************************************************
 AE1236  DESIGNATION -  HIDALGO RM 2
 AE1236  PID         -  AE1236
 AE1236  STATE/COUNTY-  TX/HIDALGO
 AE1236  USGS QUAD   -  HIDALGO (1983)
 AE1236
 AE1236                         *CURRENT SURVEY CONTROL
 AE1236  ___________________________________________________________________
 AE1236* NAD 83(1986)-  26 06 00.     (N)    098 15 38.     (W)     SCALED    
 AE1236* NAVD 88     -        31.525  (meters)     103.43   (feet)  ADJUSTED  
 AE1236  ___________________________________________________________________
 AE1236  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE1236  DYNAMIC HT  -          31.472 (meters)     103.25  (feet)  COMP
 AE1236  MODELED GRAV-     978,974.2   (mgal)                       NAVD 88
 AE1236
 AE1236  VERT ORDER  -  FIRST     CLASS II
 AE1236
 AE1236.The horizontal coordinates were scaled from a topographic map and have
 AE1236.an estimated accuracy of +/- 6 seconds.
 AE1236
 AE1236.The orthometric height was determined by differential leveling
 AE1236.and adjusted by the National Geodetic Survey in June 1991..
 AE1236
 AE1236.The geoid height was determined by GEOID03.
 AE1236
 AE1236.The dynamic height is computed by dividing the NAVD 88
 AE1236.geopotential number by the normal gravity value computed on the
 AE1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1236.degrees latitude (g = 980.6199 gals.).
 AE1236
 AE1236.The modeled gravity was interpolated from observed gravity values.
 AE1236
 AE1236;                    North         East    Units  Estimated Accuracy
 AE1236;SPC TX S     - 5,048,030.      323,950.      MT  (+/- 180 meters Scaled)
 AE1236
 AE1236                          SUPERSEDED SURVEY CONTROL
 AE1236
 AE1236.No superseded survey control is available for this station.
 AE1236
 AE1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP739869(NAD 83)
 AE1236_MARKER: DR = REFERENCE MARK DISK
 AE1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1236_SP_SET: CONCRETE POST
 AE1236_STAMPING: HIDALGO NO 2 1974
 AE1236_MARK LOGO: NGS   
 AE1236_PROJECTION: FLUSH
 AE1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1236+STABILITY: SURFACE MOTION
 AE1236
 AE1236  HISTORY     - Date     Condition        Report By
 AE1236  HISTORY     - 1974     MONUMENTED       NGS
 AE1236  HISTORY     - 1981     GOOD             NGS
 AE1236
 AE1236                          STATION DESCRIPTION
 AE1236
 AE1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1236'IN HIDALGO.
 AE1236'IN HIDALGO, SET AT THE SOUTHWEST PROPERTY OF THE HIDALGO FIRE AND
 AE1236'POLICE DEPARTMENT, AT THE INTERSECTION OF ESPERANZA STREET AND SECOND
 AE1236'STREET, 17.7 METERS (58.0 FT) EAST OF THE CENTER OF SECOND STREET,
 AE1236'23.9 METERS (78.5 FT) WEST OF THE NORTHWEST CORNER OF THE FIREHOUSE,
 AE1236'27.4 METERS (90.0 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 AE1236'FIREHOUSE, AND 30.0 METERS (98.5 FT) NORTH OF TRIANGULATION STATION
 AE1236'HIDALGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1548 ***********************************************************************
 AE1548  DESIGNATION -  HIDALGO S MUN TANK
 AE1548  PID         -  AE1548
 AE1548  STATE/COUNTY-  TX/HIDALGO
 AE1548  USGS QUAD   -  HIDALGO (1983)
 AE1548
 AE1548                         *CURRENT SURVEY CONTROL
 AE1548  ___________________________________________________________________
 AE1548* NAD 83(1993)-  26 05 52.30160(N)    098 15 39.69033(W)     ADJUSTED  
 AE1548* NAVD 88     -                                                        
 AE1548  ___________________________________________________________________
 AE1548  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AE1548  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE1548
 AE1548  HORZ ORDER  -  THIRD
 AE1548
 AE1548.The horizontal coordinates were established by classical geodetic methods
 AE1548.and adjusted by the National Geodetic Survey in February 1996..
 AE1548
 AE1548
 AE1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1548
 AE1548.The geoid height was determined by GEOID03.
 AE1548
 AE1548;                    North         East     Units Scale Factor Converg.
 AE1548;SPC TX S     - 5,047,797.190   323,906.181   MT  1.00001804   +0 06 30.6
 AE1548;SPC TX S     -16,560,981.28  1,062,682.20   sFT  1.00001804   +0 06 30.6
 AE1548;UTM  14      - 2,886,731.097   573,894.768   MT  0.99966742   +0 19 30.3
 AE1548
 AE1548                          SUPERSEDED SURVEY CONTROL
 AE1548
 AE1548  NAD 83(1986)-  26 05 52.30734(N)    098 15 39.65511(W) AD(       ) 4
 AE1548  NAD 27      -  26 05 51.02602(N)    098 15 38.60542(W) AD(       ) 3
 AE1548
 AE1548.Superseded values are not recommended for survey control.
 AE1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1548.See file dsdata.txt to determine how the superseded data were derived.
 AE1548
 AE1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP7389586731(NAD 83)
 AE1548_MARKER: 53 = ELEVATED TANK
 AE1548
 AE1548  HISTORY     - Date     Condition        Report By
 AE1548  HISTORY     - 1974     FIRST OBSERVED   NGS
 AE1548
 AE1548                          STATION DESCRIPTION
 AE1548
 AE1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1548'THE STATION, HIDALGO SOUTH MUNICIPAL WATER TANK, IS THE CENTER OF THE
 AE1548'TOP OF A 4 LEGGED, 125 FEET HIGH WATER TANK THAT IS PAINTED SILVER
 AE1548'AND HAS THE LETTERS HIDALGO PAINTED ON IT IN BLACK.
 AE1548'
 AE1548'TO REACH FROM THE JUNCTION OF SPUR U.S. HIGHWAY 281 AND BRIDGE STREET
 AE1548'IN HIDALGO, GO SOUTH ON BRIDGE STREET FOR 0.1 MILE TO FLORA AVENUE.
 AE1548'TURN LEFT AND GO EAST ON FLORA AVENUE FOR 0.1 MILE TO A CROSS
 AE1548'STREET, SECOND STREET.  TURN RIGHT AND GO SOUTH ON SECOND STREET FOR
 AE1548'0.1 MILE TO THE TANK ON THE LEFT.  IT IS ABOUT 75 FEET SOUTH OF
 AE1548'GARDENA AVENUE AND 50 FEET EAST OF SECOND STREET, IN THE SOUTH
 AE1548'SECTION OF HIDALGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1403 ***********************************************************************
 GL1403  DESIGNATION -  HIGGINS
 GL1403  PID         -  GL1403
 GL1403  STATE/COUNTY-  TX/DALLAM
 GL1403  USGS QUAD   -  WINDY HILL NW (1973)
 GL1403
 GL1403                         *CURRENT SURVEY CONTROL
 GL1403  ___________________________________________________________________
 GL1403* NAD 83(1993)-  36 13 55.01582(N)    102 57 35.76068(W)     ADJUSTED  
 GL1403* NAVD 88     -      1378.6    (meters)    4523.     (feet)  VERTCON   
 GL1403  ___________________________________________________________________
 GL1403  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 GL1403  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 GL1403
 GL1403  HORZ ORDER  -  SECOND
 GL1403
 GL1403.The horizontal coordinates were established by classical geodetic methods
 GL1403.and adjusted by the National Geodetic Survey in February 1996..
 GL1403
 GL1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1403
 GL1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1403
 GL1403.The geoid height was determined by GEOID03.
 GL1403
 GL1403;                    North         East     Units Scale Factor Converg.
 GL1403;SPC TX N     - 1,248,584.464    68,756.788   MT  1.00001170   -0 50 45.9
 GL1403;SPC TX N     - 4,096,397.53    225,579.56   sFT  1.00001170   -0 50 45.9
 GL1403;SPC NM E     -   581,127.575   288,459.530   MT  1.00009684   +0 48 42.7
 GL1403;SPC NM E     - 1,906,582.72    946,387.64   sFT  1.00009684   +0 48 42.7
 GL1403;UTM  13      - 4,011,605.123   683,338.189   MT  1.00001417   +1 12 22.1
 GL1403
 GL1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1403!SPC TX N     -   0.99978733  x   1.00001170  =   0.99979903
 GL1403!SPC NM E     -   0.99978733  x   1.00009684  =   0.99988415
 GL1403!UTM  13      -   0.99978733  x   1.00001417  =   0.99980150
 GL1403
 GL1403|---------------------------------------------------------------------|
 GL1403| PID    Reference Object                     Distance      Geod. Az  |
 GL1403|                                                           dddmmss.s |
 GL1403| CM8755 HIGGINS RM 1                         16.005 METERS 09739     |
 GL1403| GL1402 KNIGHT                              APPROX.10.7 KM 1643410.4 |
 GL1403| CM8756 HIGGINS RM 2                          5.365 METERS 21639     |
 GL1403|---------------------------------------------------------------------|
 GL1403
 GL1403                          SUPERSEDED SURVEY CONTROL
 GL1403
 GL1403  NAD 83(1993)-  36 13 55.01589(N)    102 57 35.76095(W) AD(       ) 2
 GL1403  NAD 83(1993)-  36 13 55.02010(N)    102 57 35.75715(W) AD(       ) 2
 GL1403  NAD 83(1993)-  36 13 55.02551(N)    102 57 35.75482(W) AD(       ) 2
 GL1403  NAD 83(1986)-  36 13 55.02568(N)    102 57 35.75524(W) AD(       ) 2
 GL1403  NAD 27      -  36 13 54.91201(N)    102 57 34.01563(W) AD(       ) 2
 GL1403  NGVD 29 (07/19/86) 1377.9    (m)         4521.     (f) VERT ANG       
 GL1403
 GL1403.Superseded values are not recommended for survey control.
 GL1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1403.See file dsdata.txt to determine how the superseded data were derived.
 GL1403
 GL1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA8333811605(NAD 83)
 GL1403_MARKER: DD = SURVEY DISK
 GL1403_SETTING: 0 = UNSPECIFIED SETTING
 GL1403
 GL1403  HISTORY     - Date     Condition        Report By
 GL1403  HISTORY     - 1970     MONUMENTED       USGS
 GL1403
 GL1403                          STATION DESCRIPTION
 GL1403
 GL1403'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (WC)
 GL1403'THE STATION IS NORTH 65 DEG WEST ABOUT 27.0 MILES AIRLINE FROM
 GL1403'DALHART, TEXAS.  SOUTH 19 DEG EAST ABOUT 11.0 MILES AIRLINE
 GL1403'FROM TEXLINE, TEXAS.  ON TOP OF THE HIGHEST OF A PROMINENT GROUP
 GL1403'OF SAND HILLS, 88 FEET EAST OF A NORTH-SOUTH FENCE, 5.0 FEET
 GL1403'SOUTH OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 GL1403'
 GL1403'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 GL1403'87 AND FARM ROAD 296 IN TEXLINE, TEXAS.  GO SOUTH ON FARM ROAD
 GL1403'296 FOR 4.2 MILES TO A BEND, TURN LEFT (EAST) ON COUNTY ROAD
 GL1403'AND GO 1.0 MILE TO A BEND, TURN RIGHT AND GO SOUTH 2.0 MILES,
 GL1403'TURN LEFT (EAST) AND GO 1.0 MILE TO A BEND, TURN RIGHT (SOUTH)
 GL1403'AND GO 1.0 MILE TO INTERSECTION, TURN LEFT (EAST) AND GO 2.0
 GL1403'MILES TO A T-ROAD SOUTH, TURN RIGHT AND GO 1.0 MILE PASSING
 GL1403'RANCH BUILDINGS ON RIGHT, TO A FORK SOUTH OF CATTLEGUARD, TAKE
 GL1403'RIGHT FORK (SOUTH) 0.5 MILES TO A METAL GATE, PASS THROUGH
 GL1403'GATE AND GO 1.6 MILES TO WINDMILL GO 0.2 MILES NORTHWEST TO
 GL1403'SOUTH SIDE OF HIGHEST SANDHILL (4-WHEEL DRIVE REQUIRED) AND
 GL1403'END OF TRUCK TRAVEL, CLIMB TO TOP OF HILL AND STATION.
 GL1403'
 GL1403'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER
 GL1403'COATED STEEL ROD DRIVEN TO A DEPTH OF 20 FEET, CENTERED IN AN
 GL1403'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 GL1403'WITH GRAVEL, FLUSH WITH THE GROUND AND STAMPED HIGGINS ET 1970.
 GL1403'
 GL1403'REFERENCE MARK NO. 1 IS A USGS REFERENCE MARK TABLET SOLDERED
 GL1403'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 15 FEET,
 GL1403'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 GL1403'LONG, FILLED WITH GRAVEL, FLUSH WITH THE GROUND AND STAMPED
 GL1403'HIGGINS ET 1970 NO. 1.
 GL1403'
 GL1403'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET
 GL1403'SOLDERED TO A COPPER COATED STEEL ROD, DRIVEN TO A DEPTH OF
 GL1403'15 FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER,
 GL1403'12 INCHES LONG, FILLED WITH GRAVEL, FLUSH WITH THE GROUND AND
 GL1403'STAMPED HIGGINS ET 1970 NO. 2.
 GL1403'
 GL1403'STATION KNIGHT 1960 USC AND GS IS VISIBLE FROM THE GROUND AT
 GL1403'THIS STATION AND WILL SERVE AS AZIMUTH MARK.
 GL1403'
 GL1403'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7287 ***********************************************************************
 AC7287  DESIGNATION -  HIGGINS
 AC7287  PID         -  AC7287
 AC7287  STATE/COUNTY-  TX/LAMPASAS
 AC7287  USGS QUAD   -  IZORO (1976)
 AC7287
 AC7287                         *CURRENT SURVEY CONTROL
 AC7287  ___________________________________________________________________
 AC7287* NAD 83(1993)-  31 18 03.18169(N)    098 06 53.65261(W)     ADJUSTED  
 AC7287* NAVD 88     -       425.5    (meters)    1396.     (feet)  VERTCON   
 AC7287  ___________________________________________________________________
 AC7287  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 AC7287  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AC7287
 AC7287  HORZ ORDER  -  THIRD
 AC7287
 AC7287.The horizontal coordinates were established by classical geodetic methods
 AC7287.and adjusted by the National Geodetic Survey in March 1997..
 AC7287
 AC7287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7287
 AC7287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7287
 AC7287.The geoid height was determined by GEOID03.
 AC7287
 AC7287;                    North         East     Units Scale Factor Converg.
 AC7287;SPC TX C     - 3,183,268.059   911,165.253   MT  0.99989535   +1 08 33.4
 AC7287;SPC TX C     -10,443,771.96  2,989,381.33   sFT  0.99989535   +1 08 33.4
 AC7287;UTM  14      - 3,463,286.220   584,231.761   MT  0.99968751   +0 27 35.5
 AC7287
 AC7287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7287!SPC TX C     -   0.99993731  x   0.99989535  =   0.99983267
 AC7287!UTM  14      -   0.99993731  x   0.99968751  =   0.99962484
 AC7287
 AC7287                          SUPERSEDED SURVEY CONTROL
 AC7287
 AC7287  NGVD 29 (03/17/97)  425.4    (m)         1396.     (f) VERT ANG       
 AC7287
 AC7287.Superseded values are not recommended for survey control.
 AC7287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7287.See file dsdata.txt to determine how the superseded data were derived.
 AC7287
 AC7287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV8423263286(NAD 83)
 AC7287_MARKER: DS = TRIANGULATION STATION DISK
 AC7287
 AC7287  HISTORY     - Date     Condition        Report By
 AC7287  HISTORY     - 1953     MONUMENTED       USGS
 AC7287
 AC7287                          STATION DESCRIPTION
 AC7287
 AC7287'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AC7287'STATION IS LOCATED APPROXIMATELY 3 MI. W-NW. FROM IZORO, TEXAS, ON A
 AC7287'PROMINENT, BRUSHY, FLAT-TOPPED HILL.  A GRADED DIRT RD. PASSES ALONG
 AC7287'THE FOOT OF THE HILL ON THE NE. SIDE.  THE STATION IS APPROXIMATELY
 AC7287'100 FT. FROM THE E. END OF THE TOP OF THE HILL AND APPROXIMATELY IN
 AC7287'THE CENTER OF THE TOP IN THE N-S. DIRECTION.
 AC7287'TO REACH THE STATION FROM THE POST OFFICE AT IZORO, TAKE A GRADED
 AC7287'GRAVELED RD. SW. FOR 1.8 MI. TO A Y-INTERSECTION OF A GRADED DIRT RD.
 AC7287'AT A FARM HOUSE W.  TURN RIGHT (NW.) ON DIRT RD. AND GO 2.6 MI. TO A
 AC7287'PROMINENT HILL ON THE LEFT AND THE STATION.
 AC7287'STATION MARK--A USGS TABLET STAMPED---HIGGINS 1953--- AND CEMENTED IN
 AC7287'A LARGE OUTCROPPING BOULDER, PROJECTING 3 IN.  STATION ELEVATION WAS
 AC7287'STAMPED---VABM 1396---.
 AC7287'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0984 ***********************************************************************
 GK0984  DESIGNATION -  HIGGINS ASTRONOMICAL STA 1927
 GK0984  PID         -  GK0984
 GK0984  STATE/COUNTY-  TX/LIPSCOMB
 GK0984  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK0984
 GK0984                         *CURRENT SURVEY CONTROL
 GK0984  ___________________________________________________________________
 GK0984* NAD 83(1993)-  36 07 20.22517(N)    100 01 25.48700(W)     ADJUSTED  
 GK0984* NAVD 88     -       781.5    (meters)    2564.     (feet)  VERTCON   
 GK0984  ___________________________________________________________________
 GK0984  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 GK0984  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GK0984
 GK0984  HORZ ORDER  -  SECOND
 GK0984
 GK0984.The horizontal coordinates were established by classical geodetic methods
 GK0984.and adjusted by the National Geodetic Survey in February 1996..
 GK0984
 GK0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0984
 GK0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0984
 GK0984.The geoid height was determined by GEOID03.
 GK0984
 GK0984;                    North         East     Units Scale Factor Converg.
 GK0984;SPC TX N     - 1,236,439.047   332,891.920   MT  0.99998633   +0 51 20.0
 GK0984;SPC TX N     - 4,056,550.44  1,092,162.91   sFT  0.99998633   +0 51 20.0
 GK0984;SPC OK N     -   126,419.225   417,836.761   MT  0.99994572   -1 11 39.5
 GK0984;SPC OK N     -   414,760.41  1,370,852.77   sFT  0.99994572   -1 11 39.5
 GK0984;UTM  14      - 3,997,996.986   407,873.320   MT  0.99970458   -0 36 12.8
 GK0984
 GK0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0984!SPC TX N     -   0.99988180  x   0.99998633  =   0.99986813
 GK0984!SPC OK N     -   0.99988180  x   0.99994572  =   0.99982753
 GK0984!UTM  14      -   0.99988180  x   0.99970458  =   0.99958641
 GK0984
 GK0984                          SUPERSEDED SURVEY CONTROL
 GK0984
 GK0984  NAD 83(1993)-  36 07 20.22517(N)    100 01 25.48699(W) AD(       ) 2
 GK0984  NAD 83(1986)-  36 07 20.23183(N)    100 01 25.47513(W) AD(       ) 2
 GK0984  NAD 27      -  36 07 20.08100(N)    100 01 24.03000(W) AD(       ) 2
 GK0984  NGVD 29 (07/19/86)  781.2    (m)         2563.     (f) VERT ANG       
 GK0984
 GK0984.Superseded values are not recommended for survey control.
 GK0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0984.See file dsdata.txt to determine how the superseded data were derived.
 GK0984
 GK0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0787397997(NAD 83)
 GK0984_MARKER: Z = SEE DESCRIPTION
 GK0984_SETTING: 0 = UNSPECIFIED SETTING
 GK0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0984
 GK0984  HISTORY     - Date     Condition        Report By
 GK0984  HISTORY     - 1927     MONUMENTED       USGLO
 GK0984  HISTORY     - 1972     SEE DESCRIPTION  USGS
 GK0984
 GK0984                          STATION DESCRIPTION
 GK0984
 GK0984'DESCRIBED BY US GENERAL LAND OFFICE 1927 (WM)
 GK0984'LONGITUDE STATION ESTABLISHED IN 1903 BY UNITED STATES GOVERNMENT
 GK0984'LAND OFFICE.  LOCATED IN THE TOWN OF HIGGINS, ABOUT 1/4 MILE
 GK0984'N OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACKS, ON LAND
 GK0984'BELONGING TO H.A. WALKER.
 GK0984'
 GK0984'TO REACH FROM PEUGHS GASOLINE STATION AT HIGGINS, GO N 1
 GK0984'BLOCK, E A SHORT DISTANCE TO FIRST ALLEY WHICH LEADS N, THENCE
 GK0984'250 FEET THROUGH ALLEY.  STATION WILL BE FOUND ABOUT 100 FEET
 GK0984'E OF THE ALLEY FENCE AND NEARLY E OF AN OLD WINDMILL WHICH
 GK0984'HAS BEEN BLACKENED BY FIRE.
 GK0984'
 GK0984'STATION MARKED BY A CONCRETE PIER IN THE FORM OF FRUSTUM
 GK0984'OF A PYRAMID, 18 BY 24 INCHES, 36 INCHES IN GROUND AND 30 INCHES
 GK0984'ABOVE GROUND.  LOWER BASE 24 BY 30 INCHES.  ELEVATION OF STATION,
 GK0984'781 METERS (2,562 FEET).
 GK0984
 GK0984                          STATION RECOVERY (1972)
 GK0984
 GK0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (WW)
 GK0984'S.F.N.F.  A LONG TIME RESIDENT OF HIGGINS STATES THAT STATION
 GK0984'HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0983 ***********************************************************************
 GK0983  DESIGNATION -  HIGGINS MUNICIPAL TANK
 GK0983  PID         -  GK0983
 GK0983  STATE/COUNTY-  TX/LIPSCOMB
 GK0983  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK0983
 GK0983                         *CURRENT SURVEY CONTROL
 GK0983  ___________________________________________________________________
 GK0983* NAD 83(1993)-  36 07 00.77195(N)    100 01 29.69937(W)     ADJUSTED  
 GK0983* NAVD 88     -                                                        
 GK0983  ___________________________________________________________________
 GK0983  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 GK0983  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GK0983
 GK0983  HORZ ORDER  -  THIRD
 GK0983
 GK0983.The horizontal coordinates were established by classical geodetic methods
 GK0983.and adjusted by the National Geodetic Survey in February 1996..
 GK0983
 GK0983
 GK0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0983
 GK0983.The geoid height was determined by GEOID03.
 GK0983
 GK0983;                    North         East     Units Scale Factor Converg.
 GK0983;SPC TX N     - 1,235,837.952   332,795.541   MT  0.99998517   +0 51 17.5
 GK0983;SPC TX N     - 4,054,578.35  1,091,846.70   sFT  0.99998517   +0 51 17.5
 GK0983;SPC OK N     -   125,821.985   417,718.948   MT  0.99994580   -1 11 42.0
 GK0983;SPC OK N     -   412,800.96  1,370,466.25   sFT  0.99994580   -1 11 42.0
 GK0983;UTM  14      - 3,997,398.708   407,761.698   MT  0.99970483   -0 36 15.0
 GK0983
 GK0983                          SUPERSEDED SURVEY CONTROL
 GK0983
 GK0983  NAD 83(1993)-  36 07 00.77200(N)    100 01 29.69936(W) AD(       ) 4
 GK0983  NAD 83(1986)-  36 07 00.77854(N)    100 01 29.68762(W) AD(       ) 4
 GK0983  NAD 27      -  36 07 00.62900(N)    100 01 28.24400(W) AD(       ) 3
 GK0983
 GK0983.Superseded values are not recommended for survey control.
 GK0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0983.See file dsdata.txt to determine how the superseded data were derived.
 GK0983
 GK0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0776297399(NAD 83)
 GK0983_MARKER: 51 = TANK
 GK0983
 GK0983  HISTORY     - Date     Condition        Report By
 GK0983  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0983
 GK0983                          STATION DESCRIPTION
 GK0983
 GK0983'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0985 ***********************************************************************
 GK0985  DESIGNATION -  HIGGINS MUNICIPAL WATER TANK
 GK0985  PID         -  GK0985
 GK0985  STATE/COUNTY-  TX/LIPSCOMB
 GK0985  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK0985
 GK0985                         *CURRENT SURVEY CONTROL
 GK0985  ___________________________________________________________________
 GK0985* NAD 83(1993)-  36 07 00.76033(N)    100 01 29.70029(W)     ADJUSTED  
 GK0985* NAVD 88     -                                                        
 GK0985  ___________________________________________________________________
 GK0985  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 GK0985  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GK0985
 GK0985  HORZ ORDER  -  THIRD
 GK0985
 GK0985.The horizontal coordinates were established by classical geodetic methods
 GK0985.and adjusted by the National Geodetic Survey in February 1996..
 GK0985
 GK0985
 GK0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0985
 GK0985.The geoid height was determined by GEOID03.
 GK0985
 GK0985;                    North         East     Units Scale Factor Converg.
 GK0985;SPC TX N     - 1,235,837.593   332,795.524   MT  0.99998517   +0 51 17.5
 GK0985;SPC TX N     - 4,054,577.17  1,091,846.65   sFT  0.99998517   +0 51 17.5
 GK0985;SPC OK N     -   125,821.628   417,718.917   MT  0.99994580   -1 11 42.0
 GK0985;SPC OK N     -   412,799.79  1,370,466.15   sFT  0.99994580   -1 11 42.0
 GK0985;UTM  14      - 3,997,398.350   407,761.671   MT  0.99970483   -0 36 15.0
 GK0985
 GK0985                          SUPERSEDED SURVEY CONTROL
 GK0985
 GK0985  NAD 83(1993)-  36 07 00.76033(N)    100 01 29.70029(W) AD(       ) 4
 GK0985  NAD 83(1986)-  36 07 00.76714(N)    100 01 29.68878(W) AD(       ) 4
 GK0985  NAD 27      -  36 07 00.61982(N)    100 01 28.24377(W) AD(       ) 3
 GK0985
 GK0985.Superseded values are not recommended for survey control.
 GK0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0985.See file dsdata.txt to determine how the superseded data were derived.
 GK0985
 GK0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0776297398(NAD 83)
 GK0985_MARKER: 53 = ELEVATED TANK
 GK0985
 GK0985  HISTORY     - Date     Condition        Report By
 GK0985  HISTORY     - 1963     FIRST OBSERVED   CGS
 GK0985
 GK0985                          STATION DESCRIPTION
 GK0985
 GK0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 GK0985'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH ELEVATED
 GK0985'TANK, LOCATED ABOUT 0.3 MILE SOUTHWEST OF THE CENTER OF TOWN, 0.1
 GK0985'MILE SOUTH OF U. S. HIGHWAY 60 AND ABOUT 200 FEET SOUTH OF THE
 GK0985'RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1097 ***********************************************************************
 GK1097  PACS        -  This is a Primary Airport Control Station.
 GK1097  DESIGNATION -  HIGGPORT
 GK1097  PID         -  GK1097
 GK1097  STATE/COUNTY-  TX/LIPSCOMB
 GK1097  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK1097
 GK1097                         *CURRENT SURVEY CONTROL
 GK1097  ___________________________________________________________________
 GK1097* NAD 83(1993)-  36 06 25.00350(N)    100 01 30.50523(W)     ADJUSTED  
 GK1097* NAVD 88     -       777.84   (meters)    2552.0    (feet)  GPS OBS   
 GK1097  ___________________________________________________________________
 GK1097  X           -    -898,188.150 (meters)                     COMP
 GK1097  Y           -  -5,080,840.573 (meters)                     COMP
 GK1097  Z           -   3,738,227.251 (meters)                     COMP
 GK1097  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 GK1097  ELLIP HEIGHT-         749.64  (meters)          (10/24/00) GPS OBS
 GK1097  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GK1097
 GK1097  HORZ ORDER  -  B
 GK1097  ELLP ORDER  -  FOURTH    CLASS II
 GK1097
 GK1097.This mark is at Higgins-Lipscomb Co (TX81) Airport (TX81)
 GK1097
 GK1097.The horizontal coordinates were established by GPS observations
 GK1097.and adjusted by the National Geodetic Survey in February 1996..
 GK1097
 GK1097.The orthometric height was determined by GPS observations and a
 GK1097.high-resolution geoid model.
 GK1097
 GK1097.GPS derived orthometric heights for airport stations designated as
 GK1097.PACS or SACS are published to 2 decimal places.  This maintains
 GK1097.centimeter relative accuracy between the PACS and SACS.  It does
 GK1097.not indicate centimeter accuracy relative to other marks which are
 GK1097.part of the NAVD 88 network.
 GK1097
 GK1097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1097
 GK1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1097
 GK1097.The ellipsoidal height was determined by GPS observations
 GK1097.and is referenced to NAD 83.
 GK1097
 GK1097.The geoid height was determined by GEOID03.
 GK1097
 GK1097;                    North         East     Units Scale Factor Converg.
 GK1097;SPC TX N     - 1,234,735.317   332,791.836   MT  0.99998307   +0 51 17.0
 GK1097;SPC TX N     - 4,050,960.79  1,091,834.55   sFT  0.99998307   +0 51 17.0
 GK1097;SPC OK N     -   124,720.231   417,675.806   MT  0.99994596   -1 11 42.5
 GK1097;SPC OK N     -   409,186.29  1,370,324.71   sFT  0.99994596   -1 11 42.5
 GK1097;UTM  14      - 3,996,296.833   407,729.929   MT  0.99970490   -0 36 14.9
 GK1097
 GK1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1097!SPC TX N     -   0.99988236  x   0.99998307  =   0.99986543
 GK1097!SPC OK N     -   0.99988236  x   0.99994596  =   0.99982833
 GK1097!UTM  14      -   0.99988236  x   0.99970490  =   0.99958729
 GK1097
 GK1097:                Primary Azimuth Mark                     Grid Az
 GK1097:SPC TX N     -  TX81 A                                   000 18 10.1
 GK1097:SPC OK N     -  TX81 A                                   002 21 09.6
 GK1097:UTM  14      -  TX81 A                                   001 45 42.0
 GK1097
 GK1097|---------------------------------------------------------------------|
 GK1097| PID    Reference Object                     Distance      Geod. Az  |
 GK1097|                                                           dddmmss.s |
 GK1097| AD9456 TX81 A                              489.335 METERS 0010927.1 |
 GK1097| GK1098 HIGGPORT AZ MK                      417.163 METERS 2031732.5 |
 GK1097|---------------------------------------------------------------------|
 GK1097
 GK1097                          SUPERSEDED SURVEY CONTROL
 GK1097
 GK1097  ELLIP H (02/20/96)  749.65   (m)                       GP(       ) 1 2
 GK1097  NAD 83(1993)-  36 06 25.00244(N)    100 01 30.50652(W) AD(       ) 3
 GK1097  ELLIP H (02/16/96)  749.60   (m)                       GP(       ) 5 1
 GK1097  NAD 83(1993)-  36 06 25.00251(N)    100 01 30.50563(W) AD(       ) 3
 GK1097  NAD 83(1986)-  36 06 25.00920(N)    100 01 30.49079(W) AD(       ) 3
 GK1097  NAD 27      -  36 06 24.86510(N)    100 01 29.05687(W) AD(       ) 3
 GK1097  NGVD 29 (12/08/88)  777.4    (m)         2551.     (f) GPS OBS        
 GK1097
 GK1097.Superseded values are not recommended for survey control.
 GK1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1097.See file dsdata.txt to determine how the superseded data were derived.
 GK1097
 GK1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0773096297(NAD 83)
 GK1097_MARKER: I = METAL ROD
 GK1097_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GK1097_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GK1097_STAMPING: HIGGPORT 1988
 GK1097_MARK LOGO: NGS   
 GK1097_PROJECTION: FLUSH
 GK1097_MAGNETIC: I = MARKER IS A STEEL ROD
 GK1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1097+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1995
 GK1097_ROD/PIPE-DEPTH: 3.7  meters
 GK1097_SLEEVE-DEPTH  : 0.9 meters
 GK1097
 GK1097  HISTORY     - Date     Condition        Report By
 GK1097  HISTORY     - 1988     MONUMENTED       NGS
 GK1097  HISTORY     - 1988     GOOD             NGS
 GK1097  HISTORY     - 19890217 GOOD             NGS
 GK1097  HISTORY     - 19950612 GOOD             NGS
 GK1097
 GK1097                          STATION DESCRIPTION
 GK1097
 GK1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK1097'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 GK1097'SOUTH OF HIGGINS, 0.2 KM (0.1 MI) EAST OF STATE HIGHWAY 213, AT THE
 GK1097'HIGGINS-LIPSCOMB COUNTY AIRPORT.
 GK1097'OWNERSHIP--LIPSCOMB COUNTY, COUNTY COURTHOUSE, LIPSCOMB TX 79056.
 GK1097'AIRPORT MANAGER IS ROSS ZENOR, PHONE 806-852-2161.
 GK1097'
 GK1097'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND STATE
 GK1097'HIGHWAY 213 IN HIGGINS, GO SOUTHEAST ON FARM ROAD 1453 FOR 1.6 KM
 GK1097'(1.0 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, PASSING
 GK1097'THROUGH A LOW CHAIN GATE, ACROSS TARMAC AND RAMP FOR 0.2 KM (0.15
 GK1097'MI) TO THE RUNWAY AND THE STATION ON THE RIGHT.
 GK1097'
 GK1097'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 GK1097'DRIVEN INTO THE GROUND 3.7 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 GK1097'IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC
 GK1097'PIPE WITH A LOGO CAP STAMPED---HIGGPORT 1988---, THE ROD IS
 GK1097'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED 25.6 METERS (84.0
 GK1097'FT) EAST OF RUNWAY CENTER, 24.3 METERS (79.5 FT) NORTH OF RAMP
 GK1097'CENTER AND 0.9 METER (3.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 GK1097'
 GK1097'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 GK1097'ROD DRIVEN INTO THE GROUND 3.6 METERS AND INSIDE A 1-INCH PVC PIPE
 GK1097'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 GK1097'PVC PIPE WITH A LOGO CAP STAMPED---HIGGPORT AZ MK 1988---, ROD IS
 GK1097'RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED APPROXIMATELY 45.7
 GK1097'METERS (150.0 FT) WEST OF WEST EDGE OF RUNWAY, 0.9 METER (3.0 FT)
 GK1097'EAST OF A FIBERGLASS WITNESS POST SET IN FENCELINE AND ON HIGHEST
 GK1097'PART OF RIDGE THAT IS ABOUT 10 METERS HIGHER THAN RUNWAY.
 GK1097'
 GK1097'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK1097'
 GK1097'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK1097'
 GK1097'DESCRIBED BY D.A. BOWLING.
 GK1097
 GK1097                          STATION RECOVERY (1988)
 GK1097
 GK1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GK1097'RECOVERED IN GOOD CONDITION.
 GK1097
 GK1097                          STATION RECOVERY (1989)
 GK1097
 GK1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GK1097'RECOVERED IN GOOD CONDITION.
 GK1097
 GK1097                          STATION RECOVERY (1995)
 GK1097
 GK1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GK1097'THE STATION IS ABOUT 1.6 KM (1.00 MI)  SOUTH OF HIGGINS ON THE
 GK1097'HIGGINS-LIPSCOMB COUNTY AIRPORT, NEAR MIDFIELD, NORTH OF THE RUNWAY
 GK1097'CONECTOR.  OWNERSHIP--LIPSCOMB COUNTY, COUNTY COURTHOUSE, LIPSCOMB TX
 GK1097'76645.  THE MANAGER IS JOHN FRITZLEN, PHONE 806 862-4131.  TO REACH
 GK1097'THE STATION FROM THE JUNCTIONS OF U.S.  HIGHWAY 60, STATE HIGHWAY 213
 GK1097'AND FARM ROAD 1453 IN HIGGINS, GO 1.6 KM (1.00 MI)  SOUTH ALONG FARM
 GK1097'ROAD 1453 TO THE AIRPORT ENTRANCE, TURN RIGHT,WEST, GO 0.19 KM (0.10
 GK1097'MI)  WESTERLY ALONG THE ENTRANCE DRIVEWAY, THROUGH A CABLE BEARIER
 GK1097'GATE, ACROSS THE APRON AND CONECTOR TO THE STATION ON THE RIGHT.  THE
 GK1097'STATION IS 26.5 M (86.9 FT)  EAST OF THE RUNWAY CENTERLINE, 25.6 M
 GK1097'(84.0 FT)  NORTH OF THE CONECTOR CENTER, 0.6 M (2.0 FT)  WEST OF A
 GK1097'WITNESS POST, AND 0.5 M (1.6 FT)  ABOVE THE LEVEL OF THE CONECTOR.
 GK1097'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE
 GK1097'DEPTH DOES NOT MEET CLASS A REQUIREMENTS.  BY DEB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1098 ***********************************************************************
 GK1098  SACS        -  This is a Secondary Airport Control Station.
 GK1098  DESIGNATION -  HIGGPORT AZ MK
 GK1098  PID         -  GK1098
 GK1098  STATE/COUNTY-  TX/LIPSCOMB
 GK1098  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK1098
 GK1098                         *CURRENT SURVEY CONTROL
 GK1098  ___________________________________________________________________
 GK1098* NAD 83(1993)-  36 06 12.57213(N)    100 01 37.10012(W)     ADJUSTED  
 GK1098* NAVD 88     -       781.23   (meters)    2563.1    (feet)  GPS OBS   
 GK1098  ___________________________________________________________________
 GK1098  X           -    -898,390.393 (meters)                     COMP
 GK1098  Y           -  -5,081,036.916 (meters)                     COMP
 GK1098  Z           -   3,737,919.638 (meters)                     COMP
 GK1098  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 GK1098  ELLIP HEIGHT-         753.03  (meters)          (02/26/01) GPS OBS
 GK1098  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GK1098
 GK1098  HORZ ORDER  -  FIRST
 GK1098  ELLP ORDER  -  FOURTH    CLASS II
 GK1098
 GK1098.This mark is at Higgins-Lipscomb Co (TX81) Airport (TX81)
 GK1098
 GK1098.The horizontal coordinates were established by GPS observations
 GK1098.and adjusted by the National Geodetic Survey in July 1997..
 GK1098
 GK1098.The orthometric height was determined by GPS observations and a
 GK1098.high-resolution geoid model.
 GK1098
 GK1098.GPS derived orthometric heights for airport stations designated as
 GK1098.PACS or SACS are published to 2 decimal places.  This maintains
 GK1098.centimeter relative accuracy between the PACS and SACS.  It does
 GK1098.not indicate centimeter accuracy relative to other marks which are
 GK1098.part of the NAVD 88 network.
 GK1098
 GK1098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1098
 GK1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1098
 GK1098.The ellipsoidal height was determined by GPS observations
 GK1098.and is referenced to NAD 83.
 GK1098
 GK1098.The geoid height was determined by GEOID03.
 GK1098
 GK1098;                    North         East     Units Scale Factor Converg.
 GK1098;SPC TX N     - 1,234,349.742   332,632.617   MT  0.99998235   +0 51 13.2
 GK1098;SPC TX N     - 4,049,695.78  1,091,312.18   sFT  0.99998235   +0 51 13.2
 GK1098;SPC OK N     -   124,340.612   417,502.903   MT  0.99994603   -1 11 46.4
 GK1098;SPC OK N     -   407,940.82  1,369,757.44   sFT  0.99994603   -1 11 46.4
 GK1098;UTM  14      - 3,995,915.542   407,560.992   MT  0.99970529   -0 36 18.7
 GK1098
 GK1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1098!SPC TX N     -   0.99988183  x   0.99998235  =   0.99986418
 GK1098!SPC OK N     -   0.99988183  x   0.99994603  =   0.99982786
 GK1098!UTM  14      -   0.99988183  x   0.99970529  =   0.99958715
 GK1098
 GK1098:                Primary Azimuth Mark                     Grid Az
 GK1098:SPC TX N     -  HIGGPORT                                 022 26 15.4
 GK1098:SPC OK N     -  HIGGPORT                                 024 29 15.0
 GK1098:UTM  14      -  HIGGPORT                                 023 53 47.3
 GK1098
 GK1098|---------------------------------------------------------------------|
 GK1098| PID    Reference Object                     Distance      Geod. Az  |
 GK1098|                                                           dddmmss.s |
 GK1098| GK1097 HIGGPORT                            417.163 METERS 0231728.6 |
 GK1098|---------------------------------------------------------------------|
 GK1098
 GK1098                          SUPERSEDED SURVEY CONTROL
 GK1098
 GK1098  ELLIP H (07/25/97)  753.04   (m)                       GP(       ) 4 2
 GK1098  NAD 83(1993)-  36 06 12.57125(N)    100 01 37.10130(W) AD(       ) 3
 GK1098  ELLIP H (02/16/96)  753.01   (m)                       GP(       ) 5 1
 GK1098  NAD 83(1993)-  36 06 12.57133(N)    100 01 37.10042(W) AD(       ) 3
 GK1098  NAD 83(1986)-  36 06 12.57799(N)    100 01 37.08557(W) AD(       ) 3
 GK1098  NAD 27      -  36 06 12.43370(N)    100 01 35.65154(W) AD(       ) 3
 GK1098  NGVD 29 (12/08/88)  780.8    (m)         2562.     (f) GPS OBS        
 GK1098
 GK1098.Superseded values are not recommended for survey control.
 GK1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1098.See file dsdata.txt to determine how the superseded data were derived.
 GK1098
 GK1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0756195916(NAD 83)
 GK1098_MARKER: I = METAL ROD
 GK1098_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GK1098_SP_SET: OBJECT DRIVEN INTO GROUND
 GK1098_STAMPING: HIGGPORT AZ MK
 GK1098_MARK LOGO: NGS   
 GK1098_MAGNETIC: I = MARKER IS A STEEL ROD
 GK1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1098+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1995
 GK1098
 GK1098  HISTORY     - Date     Condition        Report By
 GK1098  HISTORY     - 1988     MONUMENTED       NGS
 GK1098  HISTORY     - 19950612 GOOD             NGS
 GK1098
 GK1098                          STATION DESCRIPTION
 GK1098
 GK1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK1098'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTH OF HIGGINS, 0.2
 GK1098'KM (0.1 MI) EAST OF STATE HIGHWAY 213, AT THE HIGGINS-LIPSCOMB
 GK1098'COUNTY AIRPORT.
 GK1098'OWNERSHIP--LIPSCOMB COUNTY, COUNTY COURTHOUSE, LIPSCOMB TX 79056.
 GK1098'AIRPORT MANAGER IS ROSS ZENOR, PHONE 806-852-2161.
 GK1098'
 GK1098'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60 AND STATE
 GK1098'HIGHWAY 213 IN HIGGINS, GO SOUTHEAST ON FARM ROAD 1453 FOR 1.6 KM
 GK1098'(1.0 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, PASSING
 GK1098'THROUGH A LOW CHAIN GATE, ACROSS TARMAC AND RAMP FOR 0.2 KM (0.15
 GK1098'MI) TO A RUNWAY.  CROSS RUNWAY AND THEN TURN LEFT AND GO SOUTH
 GK1098'ALONG RUNWAY FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT ON TOP
 GK1098'OF A 10 METERS HIGH RIDGE.
 GK1098'
 GK1098'THE STATION MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 GK1098'ROD DRIVEN INTO THE GROUND 3.6 METERS AND INSIDE A 1-INCH PVC PIPE
 GK1098'THAT IS 3 FEET LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH
 GK1098'PVC PIPE WITH A LOGO CAP STAMPED---HIGGPORT AZ MK 1988---, THE ROD
 GK1098'IS RECESSED 5 CM BELOW THE GROUND SURFACE.  LOCATED APPROXIMATELY
 GK1098'45.7 METERS (150.0 FT) WEST OF THE WEST EDGE OF RUNWAY, 0.9 METER
 GK1098'(3.0 FT) EAST OF A FIBERGLASS WITNESS POST IN FENCELINE AND ON
 GK1098'HIGHEST PART OF RIDGE.
 GK1098'
 GK1098'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK1098'
 GK1098'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK1098'
 GK1098'DESCRIBED BY D.A. BOWLING.
 GK1098
 GK1098                          STATION RECOVERY (1995)
 GK1098
 GK1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 GK1098'THE STATION IS ABOUT 1.6 KM (1.00 MI) SOUTH OF HIGGINS ON THE
 GK1098'HIGGINS-LIPSCOMB COUNTY AIRPORT, MIDWAY BETWEEN THE CONNECTOR AND THE
 GK1098'SOUTH RUNWAY END, ON A HILL ALONG THE WEST BOUNDRY FENCE.
 GK1098'OWNERSHIP--LIPSCOMB COUNTY, COUNTY COURTHOUSE, LIPSCOMB TX 76645. THE
 GK1098'MANAGER IS JOHN FRITZLEN, PHONE 806 862-4131.  TO REACH THE STATION
 GK1098'FROM THE JUNCTION OF U.S.  HIGHWAY 60, STATE HIGHWAY 213 AND FARM ROAD
 GK1098'1453 IN HIGGINS, GO 1.6 KM (1.00 MI) SOUTH ALONG FARM ROAD 1453 TO THE
 GK1098'AIRPORT ENTRANCE, TURN RIGHT,WEST, GO 0.19 KM (0.10 MI) WESTERLY ALONG
 GK1098'THE ENTRANCE DRIVEWAY, THROUGH A CABLE BEARIER GATE, ACROSS THE APRON
 GK1098'AND CONNECTOR TO THE RUNWAY, TURN LEFT, SOUTH, GO 0.38 KM (0.25 MI)
 GK1098'ALONG THE RUNWAY TO THE STATION ON THE RIGHT.  THE STATION IS 60.3 M
 GK1098'(197.8 FT) WEST OF THE RUNWAY CENTERLINE, 5.0 M (16.4 FT) ABOVE THE
 GK1098'LEVEL OF THE RUNWAY, AND 1.0 M (3.3 FT) EAST OF A WITNESS POST AND
 GK1098'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GK1098'SLEEVE DEPTH DOES NOT MEET CLASS A REQUIREMENTS. MARK IS A SECONDARY
 GK1098'AIRPORT CONTROL STATION.  BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2359 ***********************************************************************
 AN2359  DESIGNATION -  HIGH
 AN2359  PID         -  AN2359
 AN2359  STATE/COUNTY-  TX/CALHOUN
 AN2359  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN2359
 AN2359                         *CURRENT SURVEY CONTROL
 AN2359  ___________________________________________________________________
 AN2359* NAD 83(1993)-  28 36 51.04708(N)    096 37 33.70688(W)     ADJUSTED  
 AN2359* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AN2359  ___________________________________________________________________
 AN2359  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AN2359  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AN2359
 AN2359  HORZ ORDER  -  SECOND
 AN2359
 AN2359.The horizontal coordinates were established by classical geodetic methods
 AN2359.and adjusted by the National Geodetic Survey in February 1996..
 AN2359
 AN2359.The orthometric height was scaled from a topographic map.
 AN2359
 AN2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2359
 AN2359.The geoid height was determined by GEOID03.
 AN2359
 AN2359;                    North         East     Units Scale Factor Converg.
 AN2359;SPC TXSC     - 4,088,896.938   832,141.351   MT  0.99994175   +1 09 46.9
 AN2359;SPC TXSC     -13,414,989.37  2,730,117.08   sFT  0.99994175   +1 09 46.9
 AN2359;UTM  14      - 3,167,545.021   732,114.158   MT  1.00026495   +1 08 14.7
 AN2359
 AN2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2359!SPC TXSC     -   1.00000348  x   0.99994175  =   0.99994523
 AN2359!UTM  14      -   1.00000348  x   1.00026495  =   1.00026843
 AN2359
 AN2359:                Primary Azimuth Mark                     Grid Az
 AN2359:SPC TXSC     -  UNPAINTED HOUSE CHIMNEY                  155 46 56.1
 AN2359:UTM  14      -  UNPAINTED HOUSE CHIMNEY                  155 48 28.3
 AN2359
 AN2359|---------------------------------------------------------------------|
 AN2359| PID    Reference Object                     Distance      Geod. Az  |
 AN2359|                                                           dddmmss.s |
 AN2359| AN2356 UNPAINTED HOUSE CHIMNEY             APPROX. 6.9 KM 1565643.0 |
 AN2359| CV6672 PORT LAVACA HIGH SCH CUPOLA          10.640 METERS 27636     |
 AN2359|---------------------------------------------------------------------|
 AN2359
 AN2359                          SUPERSEDED SURVEY CONTROL
 AN2359
 AN2359  NAD 83(1986)-  28 36 51.05562(N)    096 37 33.69678(W) AD(       ) 2
 AN2359  NAD 27      -  28 36 50.06500(N)    096 37 32.77600(W) AD(       ) 2
 AN2359
 AN2359.Superseded values are not recommended for survey control.
 AN2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2359.See file dsdata.txt to determine how the superseded data were derived.
 AN2359
 AN2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS3211467545(NAD 83)
 AN2359_MARKER: DS = TRIANGULATION STATION DISK
 AN2359_SETTING: 0 = UNSPECIFIED SETTING
 AN2359
 AN2359  HISTORY     - Date     Condition        Report By
 AN2359  HISTORY     - 1934     MONUMENTED       CGS
 AN2359  HISTORY     - 1950     SEE DESCRIPTION  LOCSUR
 AN2359  HISTORY     - 1950     SEE DESCRIPTION  CGS
 AN2359  HISTORY     - 1958     MARK NOT FOUND   LOCENG
 AN2359  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2359
 AN2359                          STATION DESCRIPTION
 AN2359
 AN2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2359'STATION IS LOCATED ON THE COPING WALL AROUND THE NE CORNER
 AN2359'OF HIGH SCHOOL BUILDING IN PORT LAVACA.  IT IS 9.75 METERS
 AN2359'(SLOPE DISTANCE) FROM FINIAL ON TOP OF CUPOLA.  THERE ARE
 AN2359'TWO STACKS ON THIS CORNER OF THE BUILDING.  THE MOST N IS
 AN2359'2.33 METERS N OF STATION, AND THE OTHER IS 2.28 METERS S
 AN2359'OF STATION.
 AN2359'
 AN2359'STATION IS MARKED BY A BRONZE DISK SET IN A DRILL HOLE IN
 AN2359'TOP OF WALL.  THERE ARE NO REFERENCE MARKS.
 AN2359'
 AN2359'STATION WAS OCCUPIED ECCENTRICALLY FROM A POINT ON ROOF 0.985
 AN2359'METER FROM STATION.
 AN2359'
 AN2359'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 AN2359
 AN2359                          STATION RECOVERY (1950)
 AN2359
 AN2359'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1950 (JWL)
 AN2359'LETTER OF MR. JOHN W. LESIKAR, ATTORNEY-AT-LAW, LONG THEATRE
 AN2359'BLDG., BAY CITY, TEXAS, DATED 2/20/50--
 AN2359'
 AN2359'STATION WAS DESTROYED DUE TO THE OLD PORT LAVACA HIGH SCHOOL
 AN2359'BUILDING BEING TORN DOWN.
 AN2359'
 AN2359'TRIANGULATION STATION DISK STAMPED HIGH 1934 WAS RECEIVED
 AN2359'AT THIS OFFICE 3/10/50.
 AN2359
 AN2359                          STATION RECOVERY (1950)
 AN2359
 AN2359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AN2359'LOST.  BUILDING TORN DOWN.
 AN2359
 AN2359                          STATION RECOVERY (1958)
 AN2359
 AN2359'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 AN2359'STATION RECOVERED BY SEISMIC ENGR CO.
 AN2359'
 AN2359'STATION DESTROYED OR COVERED WITH PAVEMENT.
 AN2359
 AN2359                          STATION RECOVERY (1998)
 AN2359
 AN2359'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0860 ***********************************************************************
 BP0860  DESIGNATION -  HIGH
 BP0860  PID         -  BP0860
 BP0860  STATE/COUNTY-  TX/PECOS
 BP0860  USGS QUAD   -  EAST MESA SW (1970)
 BP0860
 BP0860                         *CURRENT SURVEY CONTROL
 BP0860  ___________________________________________________________________
 BP0860* NAD 83(1993)-  30 47 11.69291(N)    102 38 33.99364(W)     ADJUSTED  
 BP0860* NAVD 88     -       957.6    (meters)    3142.     (feet)  VERTCON   
 BP0860  ___________________________________________________________________
 BP0860  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 BP0860  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 BP0860
 BP0860  HORZ ORDER  -  FIRST
 BP0860
 BP0860.The horizontal coordinates were established by classical geodetic methods
 BP0860.and adjusted by the National Geodetic Survey in February 1996..
 BP0860
 BP0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0860
 BP0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0860
 BP0860.The geoid height was determined by GEOID03.
 BP0860
 BP0860;                    North         East     Units Scale Factor Converg.
 BP0860;SPC TX C     - 3,126,442.368   478,989.174   MT  0.99988873   -1 11 22.2
 BP0860;SPC TX C     -10,257,336.34  1,571,483.65   sFT  0.99988873   -1 11 22.2
 BP0860;UTM  13      - 3,408,325.974   725,565.016   MT  1.00022768   +1 12 25.3
 BP0860
 BP0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0860!SPC TX C     -   0.99985332  x   0.99988873  =   0.99974206
 BP0860!UTM  13      -   0.99985332  x   1.00022768  =   1.00008096
 BP0860
 BP0860|---------------------------------------------------------------------|
 BP0860| PID    Reference Object                     Distance      Geod. Az  |
 BP0860|                                                           dddmmss.s |
 BP0860| CH9569 HIGH RM 2                            37.518 METERS 08006     |
 BP0860| CH9568 HIGH RM 1                            28.480 METERS 19701     |
 BP0860| CH9567 HIGH AZ MK                                         3403629.7 |
 BP0860|---------------------------------------------------------------------|
 BP0860
 BP0860                          SUPERSEDED SURVEY CONTROL
 BP0860
 BP0860  NAD 83(1986)-  30 47 11.69181(N)    102 38 33.98449(W) AD(       ) 1
 BP0860  NAD 27      -  30 47 11.12600(N)    102 38 32.44600(W) AD(       ) 1
 BP0860  NGVD 29 (07/19/86)  957.3    (m)         3141.     (f) VERT ANG       
 BP0860
 BP0860.Superseded values are not recommended for survey control.
 BP0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0860.See file dsdata.txt to determine how the superseded data were derived.
 BP0860
 BP0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ2556508326(NAD 83)
 BP0860_MARKER: DS = TRIANGULATION STATION DISK
 BP0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0860
 BP0860  HISTORY     - Date     Condition        Report By
 BP0860  HISTORY     - 1935     MONUMENTED       CGS
 BP0860
 BP0860                          STATION DESCRIPTION
 BP0860
 BP0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0860'THIS STATION IS ABOUT 15 MILES SE OF FORT STOCKTON, TEXAS
 BP0860'ON A LOW ROCKY HILL 0.2 MILE SSE OF WINDMILL, KNOWN AS HIGH
 BP0860'MILL, AND A LARGE TANK ON LAND RENTED BY J.C. CUNNINGHAM.  THE
 BP0860'MARK PROJECTS 8 INCHES.
 BP0860'
 BP0860'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BP0860'DISKS SET IN CONCRETE.
 BP0860'
 BP0860'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND PROJECTS 10 INCHES.
 BP0860'
 BP0860'REFERENCE MARK NO. 2 IS SSW OF THE STATION AND PROJECTS 8 INCHES.
 BP0860'
 BP0860'THE AZIMUTH MARK IS NNW OF THE STATION, 1-1/2 FOOT S OF AN E AND
 BP0860'W FENCE, 54 FEET NNE OF THE NE CORNER OF A CORRAL, 28 FEET
 BP0860'E OF THE E END OF A RUN-WAY AND PROJECTS 7 INCHES.
 BP0860'
 BP0860'THE STATION IS REACHED FROM THE HIGHWAY INTERSECTION ON THE MAIN
 BP0860'STREET ABOUT 100 YARDS SW OF THE DEPOT IN FORT STOCKTON BY
 BP0860'GOING EASTERLY ON U.S. HIGHWAY 290 (THE MAIN HIGHWAY TOWARD
 BP0860'SAN ANGELO) FOR 7.0 MILES TO A CATTLE GUARD ON THE N SIDE OF THE
 BP0860'HIGHWAY.  CONTINUE EASTERLY ON HIGHWAY 290 FOR 5.2 MILES, LEAVE
 BP0860'THE HIGHWAY, TURN S THROUGH A CATTLE GUARD AND FOLLOW A BLADED
 BP0860'ROAD S FOR 3.3 MILES TO THE J.C. CUNNINGHAM RANCH BUILDINGS.
 BP0860'PASS THROUGH A WOODEN GATE E OF THE HOUSE, THEN ANOTHER ONE AT
 BP0860'THE SE CORNER OF THE YARD FENCE, THEN GO SE 0.1 MILE TO A
 BP0860'WOODEN GATE.  PASS THROUGH THE GATE AND FOLLOW THE ONLY TRACK
 BP0860'ROAD SOUTHEASTERLY FOR 3.2 MILES, THEN THE LEFT FORK AND
 BP0860'GO E ALONG THE N SIDE OF A FENCE 0.4 MILE TO A WOODEN GATE AT THE
 BP0860'NW CORNER OF A CORRAL AT A WINDMILL AND A LARGE TANK.  PASS
 BP0860'THROUGH THE GATE AND GO S THROUGH ANOTHER WOODEN GATE AT THE
 BP0860'SW CORNER OF THE CORRAL, AND GO SE 0.2 MILE TO THE STATION.
 BP0860'ALL OF THE OBJECTS ARE VISIBLE FROM THE GROUND, BUT IT IS
 BP0860'ADVISABLE TO ERECT A 10-FOOT STAND TO CLEAR THE
 BP0860'SURROUNDING BRUSH.
 BP0860'
 BP0860'HEIGHT OF LIGHT ABOVE STATION MARK - 4.49 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2785 ***********************************************************************
 AX2785  DESIGNATION -  HIGH HILL CATHOLIC CH SPIRE
 AX2785  PID         -  AX2785
 AX2785  STATE/COUNTY-  TX/FAYETTE
 AX2785  USGS QUAD   -  SCHULENBURG (1981)
 AX2785
 AX2785                         *CURRENT SURVEY CONTROL
 AX2785  ___________________________________________________________________
 AX2785* NAD 83(1993)-  29 43 02.73715(N)    096 55 39.94919(W)     ADJUSTED  
 AX2785* NAVD 88     -                                                        
 AX2785  ___________________________________________________________________
 AX2785  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AX2785  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX2785
 AX2785  HORZ ORDER  -  THIRD
 AX2785
 AX2785.The horizontal coordinates were established by classical geodetic methods
 AX2785.and adjusted by the National Geodetic Survey in February 1996..
 AX2785
 AX2785
 AX2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2785
 AX2785.The geoid height was determined by GEOID03.
 AX2785
 AX2785;                    North         East     Units Scale Factor Converg.
 AX2785;SPC TXSC     - 4,210,584.855   800,472.935   MT  0.99988545   +1 00 54.8
 AX2785;SPC TXSC     -13,814,227.15  2,626,218.29   sFT  0.99988545   +1 00 54.8
 AX2785;UTM  14      - 3,289,272.061   700,448.577   MT  1.00009577   +1 01 39.4
 AX2785
 AX2785                          SUPERSEDED SURVEY CONTROL
 AX2785
 AX2785  NAD 83(1986)-  29 43 02.75309(N)    096 55 39.93878(W) AD(       ) 4
 AX2785  NAD 27      -  29 43 01.92100(N)    096 55 39.00600(W) AD(       ) 3
 AX2785
 AX2785.Superseded values are not recommended for survey control.
 AX2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2785.See file dsdata.txt to determine how the superseded data were derived.
 AX2785
 AX2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT0044989272(NAD 83)
 AX2785_MARKER: 90 = CHURCH SPIRE
 AX2785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2785+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2002
 AX2785
 AX2785  HISTORY     - Date     Condition        Report By
 AX2785  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2785  HISTORY     - 1963     GOOD             CGS
 AX2785  HISTORY     - 19970608 GOOD             USPSQD
 AX2785  HISTORY     - 20020811 GOOD             USPSQD
 AX2785  HISTORY     - 20040318 GOOD             USPSQD
 AX2785
 AX2785                          STATION DESCRIPTION
 AX2785
 AX2785'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2785'THIS INTERSECTION STATION IS THE SPIRE ON TOP OF ST. MARYS
 AX2785'CATHOLIC CHURCH IN THE VILLAGE OF HIGH HILL, 1.7 MILES W
 AX2785'OF U.S. HIGHWAY 77 AND 3 MILES NW OF SCHULENBURG.  A RED
 AX2785'BRICK BUILDING WITH A GREEN SPIRE AND GOLD CROSS ON TOP
 AX2785'OF SPIRE.  POINT OBSERVED ON, GOLD CROSS ON TOP OF SPIRE.
 AX2785
 AX2785                          STATION RECOVERY (1963)
 AX2785
 AX2785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2785'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2785'FOR PROCEEDINGS TO STATION SITE ARE CORRECT.
 AX2785
 AX2785                          STATION RECOVERY (1997)
 AX2785
 AX2785'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2785'RECOVERED IN GOOD CONDITION.
 AX2785
 AX2785                          STATION RECOVERY (2002)
 AX2785
 AX2785'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX2785'RECOVERED IN GOOD CONDITION.
 AX2785
 AX2785                          STATION RECOVERY (2004)
 AX2785
 AX2785'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX2785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5760 ***********************************************************************
 AW5760  DESIGNATION -  HIGH IS MECOM TRANSPORT CO MST
 AW5760  PID         -  AW5760
 AW5760  STATE/COUNTY-  TX/GALVESTON
 AW5760  USGS QUAD   -  HIGH ISLAND (1994)
 AW5760
 AW5760                         *CURRENT SURVEY CONTROL
 AW5760  ___________________________________________________________________
 AW5760* NAD 83(1993)-  29 33 30.68957(N)    094 23 49.88043(W)     ADJUSTED  
 AW5760* NAVD 88     -                                                        
 AW5760  ___________________________________________________________________
 AW5760  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW5760  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW5760
 AW5760  HORZ ORDER  -  THIRD
 AW5760
 AW5760.The horizontal coordinates were established by classical geodetic methods
 AW5760.and adjusted by the National Geodetic Survey in February 1996..
 AW5760
 AW5760
 AW5760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5760
 AW5760.The geoid height was determined by GEOID03.
 AW5760
 AW5760;                    North         East     Units Scale Factor Converg.
 AW5760;SPC TXSC     - 4,199,972.651 1,045,887.883   MT  0.99987083   +2 15 17.9
 AW5760;SPC TXSC     -13,779,410.27  3,431,383.83   sFT  0.99987083   +2 15 17.9
 AW5760;UTM  15      - 3,270,682.212   364,644.964   MT  0.99982606   -0 41 21.7
 AW5760
 AW5760                          SUPERSEDED SURVEY CONTROL
 AW5760
 AW5760  NAD 83(1993)-  29 33 30.69034(N)    094 23 49.88081(W) AD(       ) 4
 AW5760  NAD 83(1986)-  29 33 30.71003(N)    094 23 49.85994(W) AD(       ) 4
 AW5760  NAD 27      -  29 33 29.88200(N)    094 23 49.17800(W) AD(       ) 3
 AW5760
 AW5760.Superseded values are not recommended for survey control.
 AW5760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5760.See file dsdata.txt to determine how the superseded data were derived.
 AW5760
 AW5760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN6464570682(NAD 83)
 AW5760_MARKER: 42 = RADIO/TV MAST
 AW5760
 AW5760  HISTORY     - Date     Condition        Report By
 AW5760  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5760  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 AW5760  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW5760  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW5760
 AW5760                          STATION DESCRIPTION
 AW5760
 AW5760'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5760'THE STATION IS LOCATED JUST SOUTWHEST OF J.W. MECOMS PROPERTY,
 AW5760'IN HIGH ISLAND, IT IS PAINTED ALTERNATE RED AND WHITE STEEL
 AW5760'STRUCTURE 80 FEET HIGH AND HAS 2 RED LIGHTS ON THE TOP.  THE
 AW5760'INTERSECTING POINT WAS THE TOP CENTER.
 AW5760
 AW5760                          STATION RECOVERY (1999)
 AW5760
 AW5760'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5760'MARK NOT FOUND.
 AW5760
 AW5760                          STATION RECOVERY (2002)
 AW5760
 AW5760'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5760'MARK NOT FOUND.
 AW5760
 AW5760                          STATION RECOVERY (2003)
 AW5760
 AW5760'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW5760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5759 ***********************************************************************
 AW5759  DESIGNATION -  HIGH IS PAN AM PETROL CO MAST
 AW5759  PID         -  AW5759
 AW5759  STATE/COUNTY-  TX/GALVESTON
 AW5759  USGS QUAD   -  HIGH ISLAND (1994)
 AW5759
 AW5759                         *CURRENT SURVEY CONTROL
 AW5759  ___________________________________________________________________
 AW5759* NAD 83(1993)-  29 33 32.08382(N)    094 23 40.53468(W)     ADJUSTED  
 AW5759* NAVD 88     -                                                        
 AW5759  ___________________________________________________________________
 AW5759  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW5759  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW5759
 AW5759  HORZ ORDER  -  THIRD
 AW5759
 AW5759.The horizontal coordinates were established by classical geodetic methods
 AW5759.and adjusted by the National Geodetic Survey in February 1996..
 AW5759
 AW5759
 AW5759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5759
 AW5759.The geoid height was determined by GEOID03.
 AW5759
 AW5759;                    North         East     Units Scale Factor Converg.
 AW5759;SPC TXSC     - 4,200,025.442 1,046,137.549   MT  0.99987086   +2 15 22.5
 AW5759;SPC TXSC     -13,779,583.47  3,432,202.94   sFT  0.99987086   +2 15 22.5
 AW5759;UTM  15      - 3,270,722.107   364,897.001   MT  0.99982522   -0 41 17.1
 AW5759
 AW5759                          SUPERSEDED SURVEY CONTROL
 AW5759
 AW5759  NAD 83(1993)-  29 33 32.08517(N)    094 23 40.53386(W) AD(       ) 4
 AW5759  NAD 83(1986)-  29 33 32.10402(N)    094 23 40.51471(W) AD(       ) 4
 AW5759  NAD 27      -  29 33 31.27800(N)    094 23 39.82900(W) AD(       ) 3
 AW5759
 AW5759.Superseded values are not recommended for survey control.
 AW5759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5759.See file dsdata.txt to determine how the superseded data were derived.
 AW5759
 AW5759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN6489770722(NAD 83)
 AW5759_MARKER: 42 = RADIO/TV MAST
 AW5759
 AW5759  HISTORY     - Date     Condition        Report By
 AW5759  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5759  HISTORY     - 19991029 MARK NOT FOUND   USPSQD
 AW5759  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW5759  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW5759  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW5759
 AW5759                          STATION DESCRIPTION
 AW5759
 AW5759'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5759'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF THE TOWN
 AW5759'OF HIGH ISLAND.  IT IS A GUYED TRIANGULAR STEEL STRUCTURE
 AW5759'SILVER IN COLOR AND IS 90 FEET HIGH.  THE POINT INTERSECTED IS
 AW5759'THE TALL ANTENNA PROJECTING STRAIGHT UP AT TOP CENTER.
 AW5759
 AW5759                          STATION RECOVERY (1999)
 AW5759
 AW5759'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5759'MARK NOT FOUND.
 AW5759
 AW5759                          STATION RECOVERY (2002)
 AW5759
 AW5759'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5759'MARK NOT FOUND.
 AW5759
 AW5759                          STATION RECOVERY (2003)
 AW5759
 AW5759'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW5759'MARK NOT FOUND.
 AW5759
 AW5759                          STATION RECOVERY (2005)
 AW5759
 AW5759'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5757 ***********************************************************************
 AW5757  DESIGNATION -  HIGH IS ST MATHEWS METH CHURCH
 AW5757  PID         -  AW5757
 AW5757  STATE/COUNTY-  TX/GALVESTON
 AW5757  USGS QUAD   -  HIGH ISLAND (1994)
 AW5757
 AW5757                         *CURRENT SURVEY CONTROL
 AW5757  ___________________________________________________________________
 AW5757* NAD 83(1993)-  29 33 54.28308(N)    094 23 33.59256(W)     ADJUSTED  
 AW5757* NAVD 88     -                                                        
 AW5757  ___________________________________________________________________
 AW5757  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW5757  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW5757
 AW5757  HORZ ORDER  -  THIRD
 AW5757
 AW5757.The horizontal coordinates were established by classical geodetic methods
 AW5757.and adjusted by the National Geodetic Survey in February 1996..
 AW5757
 AW5757
 AW5757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5757
 AW5757.The geoid height was determined by GEOID03.
 AW5757
 AW5757;                    North         East     Units Scale Factor Converg.
 AW5757;SPC TXSC     - 4,200,715.703 1,046,297.341   MT  0.99987128   +2 15 25.9
 AW5757;SPC TXSC     -13,781,848.10  3,432,727.19   sFT  0.99987128   +2 15 25.9
 AW5757;UTM  15      - 3,271,403.217   365,092.029   MT  0.99982457   -0 41 14.1
 AW5757
 AW5757                          SUPERSEDED SURVEY CONTROL
 AW5757
 AW5757  NAD 83(1993)-  29 33 54.28427(N)    094 23 33.59122(W) AD(       ) 4
 AW5757  NAD 83(1986)-  29 33 54.30332(N)    094 23 33.57270(W) AD(       ) 4
 AW5757  NAD 27      -  29 33 53.47900(N)    094 23 32.88700(W) AD(       ) 3
 AW5757
 AW5757.Superseded values are not recommended for survey control.
 AW5757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5757.See file dsdata.txt to determine how the superseded data were derived.
 AW5757
 AW5757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN6509271403(NAD 83)
 AW5757_MARKER: 90 = CHURCH SPIRE
 AW5757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5757+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AW5757
 AW5757  HISTORY     - Date     Condition        Report By
 AW5757  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5757  HISTORY     - 19940903 GOOD             USPSQD
 AW5757  HISTORY     - 19950821 GOOD             USPSQD
 AW5757  HISTORY     - 20020724 GOOD             USPSQD
 AW5757  HISTORY     - 20050310 GOOD             USPSQD
 AW5757
 AW5757                          STATION DESCRIPTION
 AW5757
 AW5757'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW5757'THE STATION IS LOCATED IN THE VILLAGE OF HIGH ISLAND.  THE POINT
 AW5757'INTERSECTED WAS THE TOP CENTER OF A CROSS ON THE TOP OF THE
 AW5757'STEEPLE.
 AW5757
 AW5757                          STATION RECOVERY (1994)
 AW5757
 AW5757'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5757'RECOVERED IN GOOD CONDITION.
 AW5757
 AW5757                          STATION RECOVERY (1995)
 AW5757
 AW5757'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5757'RECOVERED IN GOOD CONDITION.
 AW5757
 AW5757                          STATION RECOVERY (2002)
 AW5757
 AW5757'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5757'RECOVERED IN GOOD CONDITION.
 AW5757
 AW5757                          STATION RECOVERY (2005)
 AW5757
 AW5757'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0474 ***********************************************************************
 BO0474  DESIGNATION -  HIGH LONESOME
 BO0474  PID         -  BO0474
 BO0474  STATE/COUNTY-  TX/VAL VERDE
 BO0474  USGS QUAD   -  WHITE DRAW (1973)
 BO0474
 BO0474                         *CURRENT SURVEY CONTROL
 BO0474  ___________________________________________________________________
 BO0474* NAD 83(1993)-  30 06 09.74531(N)    100 58 54.78056(W)     ADJUSTED  
 BO0474* NAVD 88     -       649.     (meters)    2129.     (feet)  SCALED    
 BO0474  ___________________________________________________________________
 BO0474  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 BO0474  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 BO0474
 BO0474  HORZ ORDER  -  SECOND
 BO0474
 BO0474.The horizontal coordinates were established by classical geodetic methods
 BO0474.and adjusted by the National Geodetic Survey in February 1996..
 BO0474
 BO0474.The orthometric height was scaled from a topographic map.
 BO0474
 BO0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0474
 BO0474.The geoid height was determined by GEOID03.
 BO0474
 BO0474;                    North         East     Units Scale Factor Converg.
 BO0474;SPC TXSC     - 4,253,132.256   408,990.809   MT  0.99995282   -0 58 15.4
 BO0474;SPC TXSC     -13,953,818.08  1,341,830.68   sFT  0.99995282   -0 58 15.4
 BO0474;UTM  14      - 3,331,823.186   309,030.000   MT  1.00004996   -0 59 39.5
 BO0474
 BO0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0474!SPC TXSC     -   0.99990169  x   0.99995282  =   0.99985451
 BO0474!UTM  14      -   0.99990169  x   1.00004996  =   0.99995164
 BO0474
 BO0474|---------------------------------------------------------------------|
 BO0474| PID    Reference Object                     Distance      Geod. Az  |
 BO0474|                                                           dddmmss.s |
 BO0474| CV5172 HIGH LONESOME RM 1                   21.972 METERS 04033     |
 BO0474| CV5173 HIGH LONESOME RM 2                   23.921 METERS 11449     |
 BO0474| CV5171 HIGH LONESOME AZ MK                                3442842.8 |
 BO0474|---------------------------------------------------------------------|
 BO0474
 BO0474                          SUPERSEDED SURVEY CONTROL
 BO0474
 BO0474  NAD 83(1986)-  30 06 09.73854(N)    100 58 54.77140(W) AD(       ) 2
 BO0474  NAD 27      -  30 06 09.02700(N)    100 58 53.39500(W) AD(       ) 2
 BO0474
 BO0474.Superseded values are not recommended for survey control.
 BO0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0474.See file dsdata.txt to determine how the superseded data were derived.
 BO0474
 BO0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU0903031823(NAD 83)
 BO0474_MARKER: DD = SURVEY DISK
 BO0474_SETTING: 66 = SET IN ROCK OUTCROP
 BO0474
 BO0474  HISTORY     - Date     Condition        Report By
 BO0474  HISTORY     - 1943     MONUMENTED       CGS
 BO0474
 BO0474                          STATION DESCRIPTION
 BO0474
 BO0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0474'STATION IS LOCATED NEAR THE CENTER OF A HIGH FLAT HILL ABOUT
 BO0474'10 MILES SE OF JUNO, 1/8 MILE N OF THE CENTER OF SECTION 22
 BO0474'BLOCK F, 1/8 MILE NW OF THE HIGH LONESOME RANCH, AND 10 FEET
 BO0474'N OF A WHITE WITNESS POST PROJECTING 3 FEET.
 BO0474'
 BO0474'STATION MARK IS A BRONZE DISK, NOTE 2, SET IN A DRILL HOLE
 BO0474'IN OUTCROPPING BEDROCK.  STAMPED HIGH LONESOME 1943.
 BO0474'
 BO0474'REFERENCE MARK NO. 1, NE OF THE STATION, IS A BRONZE DISK,
 BO0474'NOTE 12A, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  STAMPED
 BO0474'HIGH LONESOME NO. 1 1943.
 BO0474'
 BO0474'REFERENCE MARK NO. 2, SSE OF THE STATION, IS A BRONZE DISK,
 BO0474'NOTE 12A, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  STAMPED
 BO0474'HIGH LONESOME NO. 2 1943.
 BO0474'
 BO0474'THE AZIMUTH MARK IS A BRONZE DISK, SET IN A DRILL
 BO0474'HOLE IN OUTCROPPING BEDROCK.  STAMPED HIGH LONESOME 1943.
 BO0474'THE AZIMUTH IS LOCATED 0.2 MILE N OF THE STATION AND ON THE
 BO0474'SAME RIDGE AS THE STATION.
 BO0474'
 BO0474'TO REACH FROM OZONA--GO S ON STATE HIGHWAY 163 FOR 42 MILES,
 BO0474'TURN LEFT NE ON THE GRADED ROAD TOWARD SONORA 6.4 MILES
 BO0474'TO A ROAD TO THE RIGHT ABOUT 100 YARDS E OF A STONE CAUSEWAY.
 BO0474'TURN RIGHT OFF THE MAIN ROAD AND GO S AND E FOR 0.4 MILE,
 BO0474'TAKE RIGHT FORK AND FOLLOW A ROUGH ROAD S 1.9 MILES TO A
 BO0474'GATE, PASS THROUGH GATE AND CONTINUE S 1.2 MILES, PASS THROUGH
 BO0474'A GATE AND CORRAL AT THE W SIDE OF THE CUMMINGS RANCH AND
 BO0474'CONTINUE S 2.2 MILES TO A GATE, WINDMILL AND TANK TO THE
 BO0474'W OF THE ROAD, PASS THROUGH GATE AND CONTINUE S 2.0 MILES
 BO0474'TO A BUMPER GATE, PASS THROUGH GATE AND CONTINUE S 0.2 MILE
 BO0474'TO A RED WOODEN GATE TO THE RIGHT OF THE ROAD, TURN RIGHT
 BO0474'THROUGH GATE THEN S ALONG THE FENCE LINE TO THE TOP OF THE
 BO0474'RIDGE ABOUT 200 YARDS THEN RIGHT OR W ALONG THE HIGH
 BO0474'GROUND ABOUT 100 YARDS TO THE STATION.
 BO0474'
 BO0474'WITNESS MARK IS A WHITE POST.
 BO0474'
 BO0474'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2357 ***********************************************************************
 AN2357  DESIGNATION -  HIGH POINT
 AN2357  PID         -  AN2357
 AN2357  STATE/COUNTY-  TX/CALHOUN
 AN2357  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN2357
 AN2357                         *CURRENT SURVEY CONTROL
 AN2357  ___________________________________________________________________
 AN2357* NAD 83(1993)-  28 36 58.29187(N)    096 30 45.42021(W)     ADJUSTED  
 AN2357* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AN2357  ___________________________________________________________________
 AN2357  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AN2357  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN2357
 AN2357  HORZ ORDER  -  SECOND
 AN2357
 AN2357.The horizontal coordinates were established by classical geodetic methods
 AN2357.and adjusted by the National Geodetic Survey in February 1996..
 AN2357
 AN2357.The orthometric height was scaled from a topographic map.
 AN2357
 AN2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2357
 AN2357.The geoid height was determined by GEOID03.
 AN2357
 AN2357;                    North         East     Units Scale Factor Converg.
 AN2357;SPC TXSC     - 4,089,350.407   843,225.188   MT  0.99994131   +1 13 07.0
 AN2357;SPC TXSC     -13,416,477.13  2,766,481.30   sFT  0.99994131   +1 13 07.0
 AN2357;UTM  14      - 3,167,993.589   743,202.144   MT  1.00033000   +1 11 30.8
 AN2357
 AN2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2357!SPC TXSC     -   1.00000362  x   0.99994131  =   0.99994493
 AN2357!UTM  14      -   1.00000362  x   1.00033000  =   1.00033362
 AN2357
 AN2357:                Primary Azimuth Mark                     Grid Az
 AN2357:SPC TXSC     -  CAVALLIN                                 022 24 22.6
 AN2357:UTM  14      -  CAVALLIN                                 022 25 58.8
 AN2357
 AN2357|---------------------------------------------------------------------|
 AN2357| PID    Reference Object                     Distance      Geod. Az  |
 AN2357|                                                           dddmmss.s |
 AN2357| AN2248 CAVALLIN                            APPROX. 8.7 KM 0233729.6 |
 AN2357| CV7264 HIGH POINT RM 1                      37.240 METERS 12007     |
 AN2357| CV7265 HIGH POINT RM 2                      36.770 METERS 22913     |
 AN2357|---------------------------------------------------------------------|
 AN2357
 AN2357                          SUPERSEDED SURVEY CONTROL
 AN2357
 AN2357  NAD 83(1986)-  28 36 58.30037(N)    096 30 45.40558(W) AD(       ) 2
 AN2357  NAD 27      -  28 36 57.31100(N)    096 30 44.49600(W) AD(       ) 2
 AN2357
 AN2357.Superseded values are not recommended for survey control.
 AN2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2357.See file dsdata.txt to determine how the superseded data were derived.
 AN2357
 AN2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4320267994(NAD 83)
 AN2357_MARKER: DS = TRIANGULATION STATION DISK
 AN2357_SETTING: 0 = UNSPECIFIED SETTING
 AN2357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2357
 AN2357  HISTORY     - Date     Condition        Report By
 AN2357  HISTORY     - 1934     MONUMENTED       USE
 AN2357  HISTORY     - 1938     GOOD             WESGEO
 AN2357  HISTORY     - 1942     GOOD             CGS
 AN2357  HISTORY     - 1946     GOOD             USE
 AN2357  HISTORY     - 1950     GOOD             CGS
 AN2357  HISTORY     - 1956     GOOD             CONOCO
 AN2357  HISTORY     - 1958     GOOD             LOCENG
 AN2357  HISTORY     - 1969     MARK NOT FOUND   CGS
 AN2357  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN2357
 AN2357                          STATION DESCRIPTION
 AN2357
 AN2357'DESCRIBED BY US ENGINEERS 1934 (TMP)
 AN2357'STATION IS ON THE NE SIDE OF LAVACA BAY, ON COX POINT (LOCALLY
 AN2357'KNOWN AS RHODES POINT), AND ABOUT 4 MILES SW OF OLIVIA.  IT
 AN2357'IS 19 METERS SE OF THE HIGH-WATER LINE WHICH IS A 20-FOOT
 AN2357'BANK ERODING BADLY.  IT IS ABOUT 4.8 METERS NE OF A 2-FOOT
 AN2357'BANK, APPROXIMATELY 53.5 METERS NE OF HIGH-WATER LINE, AND
 AN2357'ON THE SW SIDE OF THICKET OF 15-FOOT BRUSH.  A NEW STATION
 AN2357'MARK WAS SET IN SAME POSITION AS THE OLD U.S.E. TILE MARK.
 AN2357'
 AN2357'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2357'SET IN CONCRETE.
 AN2357'
 AN2357'REFERENCE MARK 1 IS ON THE SW SIDE OF THICKET, 56 METERS
 AN2357'SE OF HIGH-WATER LINE AT 20-FOOT BANK, 40 METERS NE OF HIGH-WATER
 AN2357'LINE, AND 4 METERS NE OF 2-FOOT BANK.  IT PROJECTS ABOUT
 AN2357'3 INCHES ABOVE GROUND.
 AN2357'
 AN2357'REFERENCE MARK 2 IS ON THE LOWER SAND-AND-SHELL POINT THAT
 AN2357'EXTENDS SW ON HIGH GROUND.  MARK IS APPROXIMATELY 20 METERS
 AN2357'SE OF THE HIGH-WATER LINE ON ONE SIDE OF THE POINT AND
 AN2357'APPROXIMATELY 30 METERS N OF HIGH-WATER LINE ON OTHER SIDE.
 AN2357'IT PROJECTS 3 INCHES.
 AN2357'
 AN2357'STATION IS REACHED BY BOAT.
 AN2357
 AN2357                          STATION RECOVERY (1938)
 AN2357
 AN2357'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN2357'RECOVERED AS DESCRIBED.
 AN2357
 AN2357                          STATION RECOVERY (1942)
 AN2357
 AN2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (USE)
 AN2357'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO SEARCH
 AN2357'WAS MADE FOR REFERENCE MARKS.
 AN2357
 AN2357                          STATION RECOVERY (1946)
 AN2357
 AN2357'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN2357'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  DESCRIPTION
 AN2357'ADEQUATE.
 AN2357
 AN2357                          STATION RECOVERY (1950)
 AN2357
 AN2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AN2357'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AN2357'THE ORIGINAL DESCRIPTION BY T.M.P. IS ADEQUATE EXCEPT THAT
 AN2357'THE SHORELINE TO THE NW HAS ERODED AND THE STATION IS ONLY
 AN2357'30 FEET SE OF THE EDGE OF THE BANK.
 AN2357
 AN2357                          STATION RECOVERY (1956)
 AN2357
 AN2357'RECOVERY NOTE BY CONTINENTAL OIL COMPANY INCORPORATED 1956 (CJB)
 AN2357'LETTER OF C.J. BYRNES, CHIEF SURVEYOR, CONTINENTAL OIL CO.,
 AN2357'PONCA CITY, OKLAHOMA, DATED JANUARY 30, 1956--
 AN2357'
 AN2357'FOUND AS DESCRIBED.  STATION IS ONLY 12 FT. FROM THE ERODING
 AN2357'BANK AND IS IN DANGER OF BEING DESTROYED.
 AN2357
 AN2357                          STATION RECOVERY (1958)
 AN2357
 AN2357'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 AN2357'STATION RECOVERED BY SEISMIC ENGR CO.
 AN2357'
 AN2357'STATION RECOVERED.  IT IS 3 FEET FROM THE ERODING 20 FOOT
 AN2357'BANK.
 AN2357'
 AN2357'REFERENCE MARKS WERE ALSO RECOVERED.
 AN2357
 AN2357                          STATION RECOVERY (1969)
 AN2357
 AN2357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2357'THE STATION SITE WAS VISITED AND REFERENCE MARK 2 FOUND IN
 AN2357'GOOD CONDITION.  THIS MARK SHOWS LOCATION OF STATION TO BE
 AN2357'ON ERODED PART OF BLUFF ONLY 4 FEET ABOVE THE LEVEL OF THE
 AN2357'BAY AND ABOUT 12 FEET LOWER THAN THE GENERAL LEVEL OF THE
 AN2357'GROUND AND AT ABOUT THE SAME ELEVATION AS THE REFERENCE
 AN2357'MARK.  THE STATION IS PROBABLY LOST DUE TO EROSION OF THE
 AN2357'BLUFF.  REFERENCE MARK 1 WAS SEARCHED FOR BUT COULD NOT BE
 AN2357'FOUND, BUT MAY STILL EXIST UNDER THE SURFACE OF THE GRASSY
 AN2357'BLUFF TOP.
 AN2357'
 AN2357'REFERENCE MARK 2 IS ON CENTER OF SPIT OF LAND LEADING WEST
 AN2357'FROM MAIN POINT AND 4 FEET ABOVE LEVEL OF THE BAY.  IT IS
 AN2357'A STANDARD DISK IN A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 AN2357'2 INCHES.
 AN2357'
 AN2357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 AN2357'EAST OF PORT LAVACA
 AN2357
 AN2357                          STATION RECOVERY (1998)
 AN2357
 AN2357'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN2357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2501 ***********************************************************************
 AW2501  DESIGNATION -  HIGHLAND 2
 AW2501  PID         -  AW2501
 AW2501  STATE/COUNTY-  TX/GALVESTON
 AW2501  USGS QUAD   -  HIGH ISLAND (1994)
 AW2501
 AW2501                         *CURRENT SURVEY CONTROL
 AW2501  ___________________________________________________________________
 AW2501* NAD 83(1993)-  29 33 52.10674(N)    094 23 10.37191(W)     ADJUSTED  
 AW2501* NAVD 88     -         7.79   (+/-2cm)      25.6    (feet)  VERTCON   
 AW2501  ___________________________________________________________________
 AW2501  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW2501  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW2501
 AW2501  HORZ ORDER  -  FIRST
 AW2501  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2501
 AW2501.The horizontal coordinates were established by classical geodetic methods
 AW2501.and adjusted by the National Geodetic Survey in February 1996..
 AW2501
 AW2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2501.The vertical order pertains to the NGVD 29 superseded value.
 AW2501
 AW2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2501
 AW2501.The geoid height was determined by GEOID03.
 AW2501
 AW2501;                    North         East     Units Scale Factor Converg.
 AW2501;SPC TXSC     - 4,200,673.386 1,046,924.468   MT  0.99987124   +2 15 37.3
 AW2501;SPC TXSC     -13,781,709.27  3,434,784.69   sFT  0.99987124   +2 15 37.3
 AW2501;UTM  15      - 3,271,328.745   365,716.124   MT  0.99982249   -0 41 02.6
 AW2501
 AW2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2501!SPC TXSC     -   1.00000300  x   0.99987124  =   0.99987424
 AW2501!UTM  15      -   1.00000300  x   0.99982249  =   0.99982549
 AW2501
 AW2501|---------------------------------------------------------------------|
 AW2501| PID    Reference Object                     Distance      Geod. Az  |
 AW2501|                                                           dddmmss.s |
 AW2501| AW2503 HIGHLAND 2 RM 2                     102.118 METERS 18217     |
 AW2501| AW5759 HIGH IS PAN AM PETROL CO MAST       APPROX. 1.0 KM 2324733.1 |
 AW2501| AW1383 HOLT                                APPROX. 6.6 KM 2345848.9 |
 AW2501| AW5760 HIGH IS MECOM TRANSPORT CO MST      APPROX. 1.3 KM 2381205.6 |
 AW2501| AW2502 HIGHLAND 2 RM 1                                    2604922.1 |
 AW2501| CV9881 HIGHLAND 2 RM 3                      58.060 METERS 27240     |
 AW2501| AW5757 HIGH IS ST MATHEWS METH CHURCH      APPROX. 0.6 KM 2760714.7 |
 AW2501|---------------------------------------------------------------------|
 AW2501
 AW2501                          SUPERSEDED SURVEY CONTROL
 AW2501
 AW2501  NAD 83(1993)-  29 33 52.10803(N)    094 23 10.37106(W) AD(       ) 1
 AW2501  NAD 83(1986)-  29 33 52.12696(N)    094 23 10.35192(W) AD(       ) 1
 AW2501  NAD 27      -  29 33 51.30200(N)    094 23 09.66700(W) AD(       ) 1
 AW2501  NGVD 29 (??/??/92)    7.79   (m)           25.6    (f) COMPUTED    1 2
 AW2501
 AW2501.Superseded values are not recommended for survey control.
 AW2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2501.See file dsdata.txt to determine how the superseded data were derived.
 AW2501
 AW2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN6571671329(NAD 83)
 AW2501_MARKER: DS = TRIANGULATION STATION DISK
 AW2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2501_STAMPING: HIGH-LAND 2 USED 1872 1912 1931
 AW2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2501+STABILITY: SURFACE MOTION
 AW2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2501+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AW2501
 AW2501  HISTORY     - Date     Condition        Report By
 AW2501  HISTORY     - 1931     MONUMENTED       CGS
 AW2501  HISTORY     - 1933     SEE DESCRIPTION  USE
 AW2501  HISTORY     - 1935     GOOD             CGS
 AW2501  HISTORY     - 1937     GOOD             CGS
 AW2501  HISTORY     - 1947     GOOD             CGS
 AW2501  HISTORY     - 1953     GOOD             CGS
 AW2501  HISTORY     - 1954     GOOD             WESGEO
 AW2501  HISTORY     - 1957     GOOD             USN
 AW2501  HISTORY     - 1958     GOOD             NGS
 AW2501  HISTORY     - 1960     GOOD             CGS
 AW2501  HISTORY     - 1963     GOOD             CGS
 AW2501  HISTORY     - 1977     GOOD             NGS
 AW2501  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW2501  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW2501  HISTORY     - 20020724 POOR             USPSQD
 AW2501  HISTORY     - 20031104 POOR             USPSQD
 AW2501  HISTORY     - 20050310 GOOD             USPSQD
 AW2501
 AW2501                          STATION DESCRIPTION
 AW2501
 AW2501'DESCRIBED BY US ENGINEERS 1933
 AW2501'IDENTICAL WITH U.S.E. STATION HIGH ISLAND 2.  IT IS ABOUT 7
 AW2501'MILES NE OF ROLLOVER, 4-1/2 MILES E OF THE MOUTH OF EAST BAY
 AW2501'BAYOU, ABOUT 30 FEET ABOVE MEAN LOW WATER, AND ABOUT 250 METERS
 AW2501'(820 FEET) NE OF A SMALL FRAME HOUSE OCCUPIED BY E. MEYRIG.
 AW2501'
 AW2501'IN 1931 REVISED DESCRIPTION READS--AFTER CROSSING RAILROAD
 AW2501'AT HIGH ISLAND FOLLOW MAIN-TRAVELED ROAD S TO A RIGHT-ANGLE
 AW2501'TURN TO W AT THE R.W. BARROWS STORE.  HERE TURN E ON NARROW
 AW2501'SHELL ROAD AND GO TO FIRST TURN TO S.  A SMALL GREEN-TRIMMED
 AW2501'WHITE HOUSE STANDS ON E SIDE OF ROAD, ABOUT 300 YARDS S OF
 AW2501'TURN.  STATION IS E OF POINT ABOUT MIDWAY BETWEEN CURVE AND
 AW2501'HOUSE, IN SE CORNER OF VACANT PASTURE LOT, ON A SMALL SANDY
 AW2501'KNOLL, ABOUT 275 YARDS SW OF GROUP OF SMALL RED STORAGE TANKS
 AW2501'WITH TWO LARGER SILVER-COLORED ONES AMONG THEM, 250 YARDS E
 AW2501'OF A ROAD, 171 FEET E OF A N-S FENCE, AND 45 FEET N OF AN E-W
 AW2501'FENCE.
 AW2501'
 AW2501'ORIGINAL UNDERGROUND MARKS ARE TWO EARTHENWARE PYRAMIDS, 6
 AW2501'INCHES ON EDGE, WITH LETTERS U.S.C.S. CUT INTO THEIR FACES,
 AW2501'ONE BEING 3 FEET BELOW THE SURFACE, THE OTHER 2 FEET.  LATER A
 AW2501'CORPS OF ENGINEERS, U.S. ARMY, BRONZE STATION DISK WAS PLACED
 AW2501'ABOVE THE PYRAMIDS.  IN 1931 A NEW SURFACE MARK WAS PUT IN,
 AW2501'BEING A BRONZE STATION DISK IN CONCRETE.  UNDERGROUND
 AW2501'MARKS NOT CHANGED.
 AW2501'
 AW2501'THERE ARE TWO U.S.E. REFERENCE MARKS, EACH 100 FEET FROM THE
 AW2501'STATION.  THEIR BEARINGS THERE FROM BEING S 60 DEG 09 MIN W.
 AW2501'REFERENCE MARKS SET IN 1931 ARE BRONZE REFERENCE
 AW2501'DISKS IN CONCRETE.  REFERENCE MARK 1 IS 1.5 FEET
 AW2501'E OF E END OF R.W. BARROWS STORE, 4.5 FEET N OF SE CORNER, 29
 AW2501'FEET W OF CENTER LINE OF ROAD, AND APPROXIMATELY 0.4 MILE FROM
 AW2501'STATION.  REFERENCE MARK 2
 AW2501'IS IN SECOND FENCELINE S OF STATION, 21 FEET E OF ITS
 AW2501'INTERSECTION WITH A N-S FENCE, AND 335.3 FEET FROM STATION.
 AW2501'AZIMUTH 2 DEG 18 MIN.
 AW2501
 AW2501                          STATION RECOVERY (1935)
 AW2501
 AW2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RFL)
 AW2501'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED.  STATION IS ABOUT
 AW2501'1 MILE SE OF HIGH ISLAND RAILROAD STATION, ON HIGHEST POINT OF
 AW2501'THE SAND HILL KNOWN AS HIGH ISLAND, AND 0.4 MILE E OF THE
 AW2501'R.W. BARROWS STORE.  IT IS IN CULTIVATED GROUND, ON A SMALL
 AW2501'SANDY MOUND, ABOUT 290 YARDS SE OF A POINT WHERE SHELL ROAD
 AW2501'LEADING E FROM THE BARROWS STORE TURNS S, AND 330 FEET N OF AN
 AW2501'E-W FENCE.
 AW2501'
 AW2501'R.M. (U.S.E.) IS A CAST PLUG IN A 4-INCH CAST-IRON PIPE SET
 AW2501'FLUSH WITH THE GROUND.  THE PLUG HAS A RAISED ARROW POINTING
 AW2501'TOWARD THE STATION, WITH A 1/4-INCH-DIAMETER CENTER HOLE AND
 AW2501'THE RAISED LETTERS U.S.E.D.  THIS MARK IS DISTANT 30.41 METERS
 AW2501'FROM THE STATION AND ON A LINE THROUGH THE STATION APPROXIMATELY
 AW2501'35 DEG RIGHT OF THE LINE FROM STATION TO THE SE CORNER OF
 AW2501'BARROWS STORE.  THE OTHER U.S.E. REFERENCE MARK HAS BEEN
 AW2501'DESTROYED.
 AW2501'
 AW2501'A 45-FOOT SIGNAL WAS ERECTED AT THIS STATION.
 AW2501
 AW2501                          STATION RECOVERY (1937)
 AW2501
 AW2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AW2501'LOCATED ON SE PART OF A DOME KNOWN AS HIGH ISLAND.  AFTER
 AW2501'CROSSING RAILROAD AT HIGH ISLAND RAILROAD STATION, FOLLOW NEW
 AW2501'PAVED ROAD S ABOUT 0.6 MILE, OR, FROM THE GALVESTON-PORT
 AW2501'ARTHUR BEACH ROAD, TURN N ON NEW BEAUMONT-HIGH ISLAND PAVED
 AW2501'ROAD 1.1 MILES TO A HUMBLE OIL AND REFINING COMPANY FILLING
 AW2501'STATION, OPERATED BY GEORGE SMITH, THENCE E BY R.W. BARROWS
 AW2501'STORE 0.4 MILE TO WHERE ROAD MAKES A RIGHT TURN TO S.  A
 AW2501'SMALL GREEN-TRIMMED HOUSE STANDS ON E SIDE OF ROAD ABOUT 300
 AW2501'YARDS S OF TURN.  STATION IS 250 YARDS E OF ROAD, ABOUT
 AW2501'MIDWAY BETWEEN TURN AND HOUSE.  STATION IS ON A KNOLL IN AN
 AW2501'UNCULTIVATED FIELD, ABOUT 50 YARDS E OF A N-S FENCE, AND ON
 AW2501'RANGE WITH TWO LARGE SILVER OIL TANKS THAT STAND ABOUT 500
 AW2501'YARDS N OF STATION.  A SMALL LONE SILVER TANK STANDS ABOUT 250
 AW2501'YARDS TO NE.
 AW2501'
 AW2501'THE U.S.E. REFERENCE MARKS WERE NOT LOOKED FOR.
 AW2501'
 AW2501'HEIGHT OF LIGHT ABOVE STATION MARK - 15.3 METERS.
 AW2501
 AW2501                          STATION RECOVERY (1947)
 AW2501
 AW2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW2501'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AW2501'AS DESCRIBED, EXCEPT BARROWS STORE IS NOW A DWELLING.
 AW2501
 AW2501                          STATION RECOVERY (1953)
 AW2501
 AW2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AW2501'STATION IS 0.4 MI. NE ALONG FIRST STREET FROM THE POST OFFICE AT
 AW2501'HIGH ISLAND, THENCE 0.15 MI. NE ACROSS A PASTURE, ON TOP OF A
 AW2501'SMALL SANDY KNOLL, 306 FT. NW OF A FENCE, 171 FT. NE OF A
 AW2501'FENCE, 1 FT. NW OF A WITNESS POST, A TRIANGULATION-STATION
 AW2501'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AW2501'FT. ABOVE THE GROUND, AND STAMPED HIGH-LAND 2 USED 1872 1912
 AW2501'1931.
 AW2501'
 AW2501'REFERENCE MARK 1 IS 0.4 MI. W OF THE STATION, 204 FT. SE OF
 AW2501'THE SE CORNER OF THE VIDO THEATRE, 113 FT. NW OF A STEEL FENCE
 AW2501'AROUND THE FOOTBALL FIELD OF THE HIGH ISLAND SCHOOL, 61.2 FT.
 AW2501'NW OF A POWER POLE, 21 FT. SW OF THE CENTERLINE OF WEEKS
 AW2501'STREET, 1 FT. SW OF A WITNESS POST, 9.5 FT. SW OF A TELEPHONE
 AW2501'POLE, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE
 AW2501'POST WHICH PROJECTS 0.5 FT. ABOVE THE GROUND, AND STAMPED
 AW2501'HIGH-LAND USED NO 1 1872 1912 1931.
 AW2501'
 AW2501'REFERENCE MARK 2 IS 335.3 FT. S OF THE STATION, 19.4 FT. NE
 AW2501'OF A FENCE CORNER, IN A FENCE LINE, A REFERENCE-MARK DISK, SET
 AW2501'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE
 AW2501'THE GROUND, AND STAMPED HIGH-LAND 2 NO 2 USED 1872 1912 1931.
 AW2501
 AW2501                          STATION RECOVERY (1954)
 AW2501
 AW2501'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 AW2501'MARK AND REFERENCE MARKS ARE IN GOOD CONDITION.
 AW2501
 AW2501                          STATION RECOVERY (1957)
 AW2501
 AW2501'RECOVERY NOTE BY US NAVY 1957 (CDG)
 AW2501'PREVIOUS DESCRIPTIONS ARE ADEQUATE.
 AW2501'
 AW2501'TURN EAST AT HUMBLE OIL FILLING STATION FOR 0.4 MILE ON PAVED
 AW2501'ROAD TO END.  STATION IS EAST OF THE SECOND FENCE EAST OF
 AW2501'THIS ROAD.  THE STATION IS IN AN OPEN FIELD 502 FT. SE OF THE
 AW2501'N FENCE CORNER AND 342 FT. NE OF THE S. FENCE CORNER.
 AW2501'
 AW2501'R.M. 1 (HIGHLAND-2) 1931 - RECOVERED 10 FT SE OF TELEPHONE POLE
 AW2501'ON SW CORNER OF INTERSECTION.  INTERSECTION IS ON NW SIDE OF
 AW2501'HIGH ISLAND HIGH SCHOOL FOOTBALL FIELD.
 AW2501'
 AW2501'R.M. 2 WAS LOCATED IN THE S FENCE LINE AS DESCRIBED.  HIGHLAND
 AW2501'2 AND R.M. 2 ARE LOCATED ON LAND OWNED BY PURE OIL CO.  THE
 AW2501'CARETAKER, MR. W.J. BROUSSARD RESIDES ON THE PROPERTY.
 AW2501
 AW2501                          STATION RECOVERY (1958)
 AW2501
 AW2501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AW2501'0.65 MI NE FROM HIGH ISLAND.
 AW2501'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2501'AT HIGH ISLAND, THENCE ABOUT 0.4 MILE NORTHEAST ALONG AN OILED STREET,
 AW2501'THENCE ABOUT 0.2 MILE EAST ACROSS A PASTURE, ON THE TOP OF A SMALL
 AW2501'SANDY KNOLL, ABOUT 0.15 MILE NORTHEAST OF THE EAST CORNER OF THE FENCE
 AW2501'AROUND THE HIGH ISLAND SCHOOL, 306 FEET NORTHWEST OF A FENCE, 171 FEET
 AW2501'NORTHEAST OF A FENCE, 1 1/2 FEET NORTHEAST OF A METAL WITNESS POST,
 AW2501'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW2501
 AW2501                          STATION RECOVERY (1960)
 AW2501
 AW2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW2501'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 AW2501'BUILDING HAS BEEN BUILT ON LINE WITH R.M. 1.  THE RECOVERY NOTE
 AW2501'BY C.R.R. IN 1953 IS GOOD WITH THE FOLLOWING ADDITIONS.
 AW2501'
 AW2501'THE STATION MARK IS STAMPED HIGH LAND 2 USED 1872-1912-1931 AND
 AW2501'THE MONUMENT PROJECTS 1 FOOT.  THERE IS A 50-FOOT STEEL TOWER
 AW2501'OVER THE STATION.
 AW2501'
 AW2501'R.M. 1 IS STAMPED HIGH LAND USED NO 1 1872-1912-1931 AND THE
 AW2501'MARK PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AW2501'
 AW2501'R.M. 2 IS STAMPED HIGH LAND USED NO 2 1872-1912-1931 AND THE
 AW2501'MARK PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW2501
 AW2501                          STATION RECOVERY (1963)
 AW2501
 AW2501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW2501'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 AW2501'FOUND TO BE IN GOOD CONDITION, THE DISTANCE TO REFERENCE MARK NO.
 AW2501'2 CHECKED, THERE WAS NOT ANY WAY TO SEE IF THE DIRECTIONS
 AW2501'CHECKED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 AW2501'
 AW2501'THE STATION IS LOCATED IN THE SOUTHEAST PART OF HIGH ISLAND,
 AW2501'ABOUT 1/2 MILE EAST OF STATE HIGHWAY 124, ONE MILE NORTH OF
 AW2501'STATE HIGHWAY 87, 0.2 MILE EAST OF A SCHOOL, IN A OPEN FIELD.
 AW2501'A FORTY FOOT TOWER STANDS OVER THE STATION.
 AW2501'
 AW2501'TO REACH THE STATION FROM THE HUMBLE OIL SERVICE STATION IN THE
 AW2501'SOUTH PART OF HIGH ISLAND, ON STATE HIGHWAY 124, GO EAST ON A
 AW2501'PAVED STREET FOR 0.35 MILE TO A SHARP CURVE LEFT.  CONTINUE
 AW2501'EAST FOR 0.1 MILEPASSING SCHOOL ON RIGHT TO A CURVE RIGHT,
 AW2501'TURN RIGHT FOR 0.05 MILE TO THE END OF TRUCK TRAVEL.  PACK
 AW2501'EAST ACROSS FIELD FOR 0.15 MILE TO THE STATION UNDER THE TOWER.
 AW2501'
 AW2501'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12
 AW2501'INCH SQUARE CONCRETE POST WHICH PROJECTS APPROXIMATELY TEN
 AW2501'INCHES, IT IS STAMPED HIGH LAND 2 (USED) 1872 1912 1931.
 AW2501'THE MARK IS 171 FEET EAST OF A NORTH AND SOUTH FENCE LINE.
 AW2501'311 FEET NORTH OF A EAST AND WEST FENCE LINE.  343 FEET NORTHEAST
 AW2501'OF THE FENCE CORNER.
 AW2501'
 AW2501'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 AW2501'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT THREE INCHES,
 AW2501'STAMPED HIGH-LAND 2 NO 2 1872 1912 1931 (USED).  THE MARK IS
 AW2501'1 FOOT NORTH OF A EAST AND WEST FENCE LINE.  19 FEET EAST OF
 AW2501'THE FENCE CORNER.
 AW2501'
 AW2501'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A 12
 AW2501'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 AW2501'STAMPED HIGHLAND 2 NO 3 1872.  THE MARK IS 1 FOOT EAST OF A
 AW2501'NORTH AND SOUTH FENCE LINE.  345 FEET NORTH OF THE FENCE CORNER.
 AW2501'
 AW2501'HEIGHT OF LIGHT ABOVE STATION MARK 13.59 METERS.
 AW2501
 AW2501                          STATION RECOVERY (1977)
 AW2501
 AW2501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW2501'STATION MARK, REFERENCE MARK NUMBER 2 WERE RECOVERED AND FOUND IN
 AW2501'GOOD CONDITION.  A SEARCH WAS MADE FOR REFERENCE MARK 3 BUT WAS NOTE
 AW2501'RECOVERED.  THE 1963 DESCRIPTION IS ADEQUATE.
 AW2501'
 AW2501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE EAST EDGE OF
 AW2501'HIGH ISLAND.
 AW2501
 AW2501                          STATION RECOVERY (1994)
 AW2501
 AW2501'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2501'MARK NOT FOUND.
 AW2501
 AW2501                          STATION RECOVERY (1995)
 AW2501
 AW2501'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2501'MARK NOT FOUND.
 AW2501
 AW2501                          STATION RECOVERY (2002)
 AW2501
 AW2501'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW2501'MARK RECOVERED IN POOR CONDITION.
 AW2501
 AW2501                          STATION RECOVERY (2003)
 AW2501
 AW2501'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW2501'DISK AND MONUMENT TILTED SW AND OVER 100 DEGREES FROM HORIZONTAL.
 AW2501
 AW2501                          STATION RECOVERY (2005)
 AW2501
 AW2501'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2502 ***********************************************************************
 AW2502  DESIGNATION -  HIGHLAND 2 RM 1
 AW2502  PID         -  AW2502
 AW2502  STATE/COUNTY-  TX/GALVESTON
 AW2502  USGS QUAD   -  HIGH ISLAND (1994)
 AW2502
 AW2502                         *CURRENT SURVEY CONTROL
 AW2502  ___________________________________________________________________
 AW2502* NAD 83(1986)-  29 33 46.     (N)    094 23 34.     (W)     SCALED    
 AW2502* NAVD 88     -         7.06   (+/-2cm)      23.2    (feet)  VERTCON   
 AW2502  ___________________________________________________________________
 AW2502  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW2502
 AW2502  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2502
 AW2502.The horizontal coordinates were scaled from a topographic map and have
 AW2502.an estimated accuracy of +/- 6 seconds.
 AW2502
 AW2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2502.The vertical order pertains to the NGVD 29 superseded value.
 AW2502
 AW2502.The geoid height was determined by GEOID03.
 AW2502
 AW2502;                    North         East    Units  Estimated Accuracy
 AW2502;SPC TXSC     - 4,200,460.    1,046,300.      MT  (+/- 180 meters Scaled)
 AW2502
 AW2502                          SUPERSEDED SURVEY CONTROL
 AW2502
 AW2502  NGVD 29 (??/??/92)    7.065  (m)           23.18   (f) ADJ UNCH    1 2
 AW2502
 AW2502.Superseded values are not recommended for survey control.
 AW2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2502.See file dsdata.txt to determine how the superseded data were derived.
 AW2502
 AW2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN650711(NAD 83)
 AW2502_MARKER: DR = REFERENCE MARK DISK
 AW2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2502_STAMPING: HIGH-LAND USED NO 1 1872 1912 1931
 AW2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2502+STABILITY: SURFACE MOTION
 AW2502
 AW2502  HISTORY     - Date     Condition        Report By
 AW2502  HISTORY     - 1931     MONUMENTED       CGS
 AW2502  HISTORY     - 1958     GOOD             NGS
 AW2502  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW2502  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW2502  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW2502  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW2502
 AW2502                          STATION DESCRIPTION
 AW2502
 AW2502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2502'0.2 MI NE FROM HIGH ISLAND.
 AW2502'ABOUT 0.05 MILE NORTHWEST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2502'AT HIGH ISLAND, THENCE ABOUT 0.15 MILE NORTHEAST ALONG AN OILED
 AW2502'STREET, AT THE JUNCTION OF A STREET LEADING NORTHWEST, 72 FEET
 AW2502'NORTHWEST OF THE CENTER LINE OF A STREET LEADING NORTHEAST AND
 AW2502'SOUTHWEST, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE STREET LEADING
 AW2502'NORTHWEST, 189 FEET SOUTHEAST OF THE EAST CORNER OF THE OLD VIDO
 AW2502'THEATRE, 10 FEET SOUTH OF A TELEPHONE POLE, 1/2 FEET SOUTHEAST OF A
 AW2502'METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 AW2502'INCHES.
 AW2502
 AW2502                          STATION RECOVERY (1994)
 AW2502
 AW2502'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2502'MARK NOT FOUND.
 AW2502
 AW2502                          STATION RECOVERY (1995)
 AW2502
 AW2502'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2502'MARK NOT FOUND.
 AW2502
 AW2502                          STATION RECOVERY (2003)
 AW2502
 AW2502'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW2502'MARK NOT FOUND.
 AW2502
 AW2502                          STATION RECOVERY (2005)
 AW2502
 AW2502'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2503 ***********************************************************************
 AW2503  DESIGNATION -  HIGHLAND 2 RM 2
 AW2503  PID         -  AW2503
 AW2503  STATE/COUNTY-  TX/GALVESTON
 AW2503  USGS QUAD   -  HIGH ISLAND (1994)
 AW2503
 AW2503                         *CURRENT SURVEY CONTROL
 AW2503  ___________________________________________________________________
 AW2503* NAD 83(1986)-  29 33 48.     (N)    094 23 10.     (W)     SCALED    
 AW2503* NAVD 88     -         7.66   (+/-2cm)      25.1    (feet)  VERTCON   
 AW2503  ___________________________________________________________________
 AW2503  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW2503
 AW2503  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2503
 AW2503.The horizontal coordinates were scaled from a topographic map and have
 AW2503.an estimated accuracy of +/- 6 seconds.
 AW2503
 AW2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2503.The vertical order pertains to the NGVD 29 superseded value.
 AW2503
 AW2503.The geoid height was determined by GEOID03.
 AW2503
 AW2503;                    North         East    Units  Estimated Accuracy
 AW2503;SPC TXSC     - 4,200,550.    1,046,940.      MT  (+/- 180 meters Scaled)
 AW2503
 AW2503                          SUPERSEDED SURVEY CONTROL
 AW2503
 AW2503  NGVD 29 (??/??/92)    7.663  (m)           25.14   (f) ADJ UNCH    1 2
 AW2503
 AW2503.Superseded values are not recommended for survey control.
 AW2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2503.See file dsdata.txt to determine how the superseded data were derived.
 AW2503
 AW2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN657712(NAD 83)
 AW2503_MARKER: DR = REFERENCE MARK DISK
 AW2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2503_STAMPING: HIGH-LAND 2 NO 2 U S E D 1872 1912 1931
 AW2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2503+STABILITY: SURFACE MOTION
 AW2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2503+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 AW2503
 AW2503  HISTORY     - Date     Condition        Report By
 AW2503  HISTORY     - 1931     MONUMENTED       CGS
 AW2503  HISTORY     - 1953     GOOD             NGS
 AW2503  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW2503  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW2503  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW2503  HISTORY     - 20020724 GOOD             USPSQD
 AW2503  HISTORY     - 20031104 GOOD             USPSQD
 AW2503  HISTORY     - 20050310 GOOD             USPSQD
 AW2503
 AW2503                          STATION DESCRIPTION
 AW2503
 AW2503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AW2503'0.55 MI NE FROM HIGH ISLAND.
 AW2503'0.4 MILE NORTHEAST ALONG 1ST STREET FROM THE POST OFFICE AT HIGH
 AW2503'ISLAND, THENCE 0.15 MILE EAST ACROSS A PASTURE, 335.3 FEET SOUTH OF
 AW2503'TRIANGULATION STATION HIGH - LAND 2 (U.S.E.), 19.4 FEET NORTHEAST OF A
 AW2503'FENCE CORNER, IN A FENCE LINE, SET IN THE TOP OF A CONCRETE POST WHICH
 AW2503'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW2503
 AW2503                          STATION RECOVERY (1958)
 AW2503
 AW2503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AW2503'MARK NOT FOUND.
 AW2503
 AW2503                          STATION RECOVERY (1994)
 AW2503
 AW2503'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2503'MARK NOT FOUND.
 AW2503
 AW2503                          STATION RECOVERY (1995)
 AW2503
 AW2503'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2503'MARK NOT FOUND.
 AW2503
 AW2503                          STATION RECOVERY (2002)
 AW2503
 AW2503'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW2503'RECOVERED IN GOOD CONDITION.
 AW2503
 AW2503                          STATION RECOVERY (2003)
 AW2503
 AW2503'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW2503'RECOVERED IN GOOD CONDITION.
 AW2503
 AW2503                          STATION RECOVERY (2005)
 AW2503
 AW2503'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2854 ***********************************************************************
 CS2854  DESIGNATION -  HIGHLAND PARK E MUNICIPAL TANK
 CS2854  PID         -  CS2854
 CS2854  STATE/COUNTY-  TX/DALLAS
 CS2854  USGS QUAD   -  DALLAS (1981)
 CS2854
 CS2854                         *CURRENT SURVEY CONTROL
 CS2854  ___________________________________________________________________
 CS2854* NAD 83(1993)-  32 49 33.52101(N)    096 47 21.16302(W)     ADJUSTED  
 CS2854* NAVD 88     -                                                        
 CS2854  ___________________________________________________________________
 CS2854  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 CS2854  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CS2854
 CS2854  HORZ ORDER  -  THIRD
 CS2854
 CS2854.The horizontal coordinates were established by classical geodetic methods
 CS2854.and adjusted by the National Geodetic Survey in February 1996..
 CS2854
 CS2854
 CS2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2854
 CS2854.The geoid height was determined by GEOID03.
 CS2854
 CS2854;                    North         East     Units Scale Factor Converg.
 CS2854;SPC TXNC     - 2,129,859.921   760,165.515   MT  0.99988033   +0 55 59.0
 CS2854;SPC TXNC     - 6,987,715.42  2,493,976.36   sFT  0.99988033   +0 55 59.0
 CS2854;UTM  14      - 3,634,160.128   706,948.418   MT  1.00012811   +1 11 55.9
 CS2854
 CS2854                          SUPERSEDED SURVEY CONTROL
 CS2854
 CS2854  NAD 83(1993)-  32 49 33.52188(N)    096 47 21.15378(W) AD(       ) 4
 CS2854  NAD 83(1986)-  32 49 33.52761(N)    096 47 21.14602(W) AD(       ) 4
 CS2854  NAD 27      -  32 49 33.07100(N)    096 47 20.14900(W) AD(       ) 3
 CS2854
 CS2854.Superseded values are not recommended for survey control.
 CS2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2854.See file dsdata.txt to determine how the superseded data were derived.
 CS2854
 CS2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0694834160(NAD 83)
 CS2854_MARKER: 53 = ELEVATED TANK
 CS2854
 CS2854  HISTORY     - Date     Condition        Report By
 CS2854  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2854  HISTORY     - 1958     GOOD             CGS
 CS2854  HISTORY     - 1972     GOOD             NGS
 CS2854  HISTORY     - 1985     GOOD             USPSQD
 CS2854  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS2854
 CS2854                          STATION DESCRIPTION
 CS2854
 CS2854'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2854'THE STATION IS LOCATED IN THE NORTH PART OF THE CITY OF
 CS2854'DALLAS IN THE SUBURB OF HIGHLAND PARK ABOUT 1 AND 1/2 MILES
 CS2854'SOUTHEAST OF THE HIGHLAND PARK POST OFFICE AND 100 FEET
 CS2854'NORTH OF THE CENTERLINE OF GILLON AVE.
 CS2854'
 CS2854'THE TANK IS OF STEEL CONSTRUCTION, 150 FEET HIGH, 6-LEGGED,
 CS2854'50 FEET IN DIAMETER AND PAINTED SILVER.  HIGHLAND PARK IS
 CS2854'PAINTED ON THE TANK IN BLACK LETTERS.
 CS2854'
 CS2854'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2854'
 CS2854'TO REACH THE STATION FROM THE HIGHLAND PARK POST OFFICE,
 CS2854'GO EAST ON MOCKINGBIRD LANE FOR 1.3 MILES TO TRAFFIC LIGHT
 CS2854'AND HILLCREST AVE.  TURN RIGHT AND GO SOUTH ON HILLCREST
 CS2854'AVE. FOR 0.6 MILE TO ABBOTT AVE. RIGHT.  KEEP RIGHT AND GO
 CS2854'SOUTHWEST ON ABBOTT AVE. FOR 0.2 MILE TO GILLON AVE. LEFT.
 CS2854'TURN LEFT AND GO SOUTHEAST 100 YARDS TO THE STATION ON THE
 CS2854'LEFT.
 CS2854
 CS2854                          STATION RECOVERY (1958)
 CS2854
 CS2854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2854'THIS TANK IS IN PLACE IN GOOD CONDITION AS DESCRIBED.
 CS2854
 CS2854                          STATION RECOVERY (1972)
 CS2854
 CS2854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (FRG)
 CS2854'RECOVERED AS DESCRIBED IN GOOD CONDITION.  DEC. 1972 A.L.S.
 CS2854
 CS2854                          STATION RECOVERY (1985)
 CS2854
 CS2854'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2854'RECOVERED IN GOOD CONDITION.
 CS2854
 CS2854                          STATION RECOVERY (2000)
 CS2854
 CS2854'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2837 ***********************************************************************
 CS2837  DESIGNATION -  HIGHLAND PARK PRESB CH STEEPLE
 CS2837  PID         -  CS2837
 CS2837  STATE/COUNTY-  TX/DALLAS
 CS2837  USGS QUAD   -  DALLAS (1981)
 CS2837
 CS2837                         *CURRENT SURVEY CONTROL
 CS2837  ___________________________________________________________________
 CS2837* NAD 83(1993)-  32 50 40.75861(N)    096 47 59.62539(W)     ADJUSTED  
 CS2837* NAVD 88     -                                                        
 CS2837  ___________________________________________________________________
 CS2837  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 CS2837  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CS2837
 CS2837  HORZ ORDER  -  THIRD
 CS2837
 CS2837.The horizontal coordinates were established by classical geodetic methods
 CS2837.and adjusted by the National Geodetic Survey in February 1996..
 CS2837
 CS2837
 CS2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2837
 CS2837.The geoid height was determined by GEOID03.
 CS2837
 CS2837;                    North         East     Units Scale Factor Converg.
 CS2837;SPC TXNC     - 2,131,914.483   759,131.842   MT  0.99987911   +0 55 38.0
 CS2837;SPC TXNC     - 6,994,456.10  2,490,585.05   sFT  0.99987911   +0 55 38.0
 CS2837;UTM  14      - 3,636,210.370   705,904.957   MT  1.00012280   +1 11 37.2
 CS2837
 CS2837                          SUPERSEDED SURVEY CONTROL
 CS2837
 CS2837  NAD 83(1993)-  32 50 40.75828(N)    096 47 59.61630(W) AD(       ) 4
 CS2837  NAD 83(1986)-  32 50 40.76521(N)    096 47 59.60848(W) AD(       ) 4
 CS2837  NAD 27      -  32 50 40.31100(N)    096 47 58.61000(W) AD(       ) 3
 CS2837
 CS2837.Superseded values are not recommended for survey control.
 CS2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2837.See file dsdata.txt to determine how the superseded data were derived.
 CS2837
 CS2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0590536210(NAD 83)
 CS2837_MARKER: 91 = CHURCH CROSS
 CS2837
 CS2837  HISTORY     - Date     Condition        Report By
 CS2837  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2837  HISTORY     - 1958     GOOD             CGS
 CS2837  HISTORY     - 1985     GOOD             USPSQD
 CS2837
 CS2837                          STATION DESCRIPTION
 CS2837
 CS2837'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2837'THE STATION IS LOCATED ABOUT 3/4 MILE WEST OF SOUTHERN METHODIST
 CS2837'UNIVERSITY IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 CS2837'UNIVERSITY BLVD. AND SHANNON LANE.
 CS2837'
 CS2837'THE STEEPLE IS OF METAL CONSTRUCTION WITH A SMALL CROSS ON
 CS2837'THE TOP, 100 FEET HIGH AND DARK-COLORED.  THE CHURCH IS
 CS2837'CONSTRUCTED OF CREAM-COLORED BRICK, 100 FEET LONG AND 60 FEET
 CS2837'WIDE.
 CS2837'
 CS2837'THE POINT INTERSECTED WAS THE CROSS ON TOP OF THE STEEPLE.
 CS2837'
 CS2837'TO REACH THE STATION FROM THE MAIN ENTRANCE TO SOUTHERN
 CS2837'METHODIST UNIVERSITY ON HILLCREST AVE., GO WEST ON UNIVERSITY
 CS2837'BLVD. FOR 0.8 MILE TO SHANNON LANE AND THE STATION ON THE
 CS2837'LEFT.
 CS2837
 CS2837                          STATION RECOVERY (1958)
 CS2837
 CS2837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2837'THIS STEEPLE IS IN PLACE IN GOOD CONDITION AS DESCRIBED.
 CS2837
 CS2837                          STATION RECOVERY (1985)
 CS2837
 CS2837'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2844 ***********************************************************************
 CS2844  DESIGNATION -  HIGHLAND PARK W MUNICIPAL TANK
 CS2844  PID         -  CS2844
 CS2844  STATE/COUNTY-  TX/DALLAS
 CS2844  USGS QUAD   -  DALLAS (1981)
 CS2844
 CS2844                         *CURRENT SURVEY CONTROL
 CS2844  ___________________________________________________________________
 CS2844* NAD 83(1993)-  32 49 31.37274(N)    096 49 05.29970(W)     ADJUSTED  
 CS2844* NAVD 88     -                                                        
 CS2844  ___________________________________________________________________
 CS2844  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 CS2844  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CS2844
 CS2844  HORZ ORDER  -  THIRD
 CS2844
 CS2844.The horizontal coordinates were established by classical geodetic methods
 CS2844.and adjusted by the National Geodetic Survey in February 1996..
 CS2844
 CS2844
 CS2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2844
 CS2844.The geoid height was determined by GEOID03.
 CS2844
 CS2844;                    North         East     Units Scale Factor Converg.
 CS2844;SPC TXNC     - 2,129,750.029   757,458.649   MT  0.99988037   +0 55 02.2
 CS2844;SPC TXNC     - 6,987,354.89  2,485,095.58   sFT  0.99988037   +0 55 02.2
 CS2844;UTM  14      - 3,634,037.648   704,241.440   MT  1.00011438   +1 10 59.4
 CS2844
 CS2844                          SUPERSEDED SURVEY CONTROL
 CS2844
 CS2844  NAD 83(1993)-  32 49 31.37412(N)    096 49 05.28663(W) AD(       ) 4
 CS2844  NAD 83(1986)-  32 49 31.37921(N)    096 49 05.28274(W) AD(       ) 4
 CS2844  NAD 27      -  32 49 30.92100(N)    096 49 04.28500(W) AD(       ) 3
 CS2844
 CS2844.Superseded values are not recommended for survey control.
 CS2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2844.See file dsdata.txt to determine how the superseded data were derived.
 CS2844
 CS2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0424134038(NAD 83)
 CS2844_MARKER: 53 = ELEVATED TANK
 CS2844
 CS2844  HISTORY     - Date     Condition        Report By
 CS2844  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2844  HISTORY     - 1965     GOOD             CGS
 CS2844  HISTORY     - 1983     GOOD             NGS
 CS2844  HISTORY     - 1985     GOOD             USPSQD
 CS2844  HISTORY     - 20000212 GOOD             USPSQD
 CS2844
 CS2844                          STATION DESCRIPTION
 CS2844
 CS2844'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2844'THE STATION IS LOCATED IN THE NORTH PART OF THE CITY OF
 CS2844'DALLAS AND IN THE WEST PART OF THE SUBURB OF HIGHLAND PARK,
 CS2844'100 FEET SOUTH-SOUTHEAST OF THE INTERSECTION OF HOLLAND
 CS2844'AVE. AND MAHANNA ST. AND 80 FEET EAST OF THE CENTERLINE OF
 CS2844'MAHANNA ST.
 CS2844'
 CS2844'THE TANK IS OF STEEL CONSTRUCTION, TEN-LEGGED, 60 FEET IN
 CS2844'DIAMETER AND PAINTED IN WHITE AND ORANGE BLOCKS.
 CS2844'
 CS2844'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2844'
 CS2844'TO REACH THE STATION FROM THE POST OFFICE IN HIGHLAND PARK,
 CS2844'GO WEST ON W. MOCKINGBIRD LANE FOR 0.5 MILE.  JUST AFTER
 CS2844'CROSSING RAILROAD TRACKS, TURN LEFT ON EASTERN AVE. AND GO
 CS2844'SOUTH FOR 0.9 MILE TO HOLLAND AVE.  TURN RIGHT AND GO WEST
 CS2844'ON HOLLAND AVE. FOR 0.1 MILE TO THE STATION ON THE LEFT.
 CS2844
 CS2844                          STATION RECOVERY (1965)
 CS2844
 CS2844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 CS2844'THE STATION WAS RECOVERED AS DESCRIBED.  THE PRESENT TO
 CS2844'REACH IS ADEQUATE.
 CS2844
 CS2844                          STATION RECOVERY (1983)
 CS2844
 CS2844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2844'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS2844'
 CS2844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN DALLAS.
 CS2844
 CS2844                          STATION RECOVERY (1985)
 CS2844
 CS2844'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2844'RECOVERED IN GOOD CONDITION.
 CS2844
 CS2844                          STATION RECOVERY (2000)
 CS2844
 CS2844'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6224 ***********************************************************************
 AW6224  DESIGNATION -  HIGHLANDS MUNICIPAL TANK
 AW6224  PID         -  AW6224
 AW6224  STATE/COUNTY-  TX/HARRIS
 AW6224  USGS QUAD   -  HIGHLANDS (1995)
 AW6224
 AW6224                         *CURRENT SURVEY CONTROL
 AW6224  ___________________________________________________________________
 AW6224* NAD 83(1993)-  29 48 55.18378(N)    095 03 29.04327(W)     ADJUSTED  
 AW6224* NAVD 88     -                                                        
 AW6224  ___________________________________________________________________
 AW6224  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6224  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6224
 AW6224  HORZ ORDER  -  THIRD
 AW6224
 AW6224.The horizontal coordinates were established by classical geodetic methods
 AW6224.and adjusted by the National Geodetic Survey in February 1996..
 AW6224
 AW6224
 AW6224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6224
 AW6224.The geoid height was determined by GEOID03.
 AW6224
 AW6224;                    North         East     Units Scale Factor Converg.
 AW6224;SPC TXSC     - 4,226,080.286   980,933.730   MT  0.99989828   +1 55 52.3
 AW6224;SPC TXSC     -13,865,065.07  3,218,280.08   sFT  0.99989828   +1 55 52.3
 AW6224;UTM  15      - 3,300,099.064   301,115.878   MT  1.00008806   -1 01 25.0
 AW6224
 AW6224                          SUPERSEDED SURVEY CONTROL
 AW6224
 AW6224  NAD 83(1986)-  29 48 55.19958(N)    095 03 29.02464(W) AD(       ) 4
 AW6224  NAD 27      -  29 48 54.38790(N)    095 03 28.28187(W) AD(       ) 3
 AW6224
 AW6224.Superseded values are not recommended for survey control.
 AW6224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6224.See file dsdata.txt to determine how the superseded data were derived.
 AW6224
 AW6224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0111600099(NAD 83)
 AW6224_MARKER: 53 = ELEVATED TANK
 AW6224
 AW6224  HISTORY     - Date     Condition        Report By
 AW6224  HISTORY     - 1951     FIRST OBSERVED   CGS
 AW6224  HISTORY     - 1968     GOOD             CGS
 AW6224  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6224
 AW6224                          STATION DESCRIPTION
 AW6224
 AW6224'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW6224'THE STATION IS LOCATED NEAR THE CENTER OF HIGHLANDS.  IT
 AW6224'IS 200.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET
 AW6224'AND 33.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST ALLEY.  IT
 AW6224'IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 AW6224'THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX.
 AW6224'THE OVERALL HEIGHT IS ABOUT 135.0 FEET.
 AW6224'
 AW6224'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSEVED.
 AW6224
 AW6224                          STATION RECOVERY (1968)
 AW6224
 AW6224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6224'THE STATION, HARRIS COUNTY WATER CONTROL AND IMPROVEMENT
 AW6224'DISTRICT NUMBER 1 WATER TANK, WAS RECOVERED AS DESCRIBED
 AW6224'WITH THE EXCEPTION OF A STATION NAME CHANGE.  IT WAS CARRIED
 AW6224'AS HIGHLANDS MUNICIPAL WATER TANK IN THE 1951 DESCRIPTION
 AW6224'AND 1951 G.P.
 AW6224
 AW6224                          STATION RECOVERY (1997)
 AW6224
 AW6224'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1037 ***********************************************************************
 CT1037  DESIGNATION -  HIGHWAY
 CT1037  PID         -  CT1037
 CT1037  STATE/COUNTY-  TX/STEPHENS
 CT1037  USGS QUAD   -  BUCK MOUNTAIN (1982)
 CT1037
 CT1037                         *CURRENT SURVEY CONTROL
 CT1037  ___________________________________________________________________
 CT1037* NAD 83(1993)-  32 40 54.26490(N)    098 54 07.90958(W)     ADJUSTED  
 CT1037* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 CT1037  ___________________________________________________________________
 CT1037  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CT1037  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CT1037
 CT1037  HORZ ORDER  -  THIRD
 CT1037
 CT1037.The horizontal coordinates were established by classical geodetic methods
 CT1037.and adjusted by the National Geodetic Survey in February 1996..
 CT1037
 CT1037.The orthometric height was scaled from a topographic map.
 CT1037
 CT1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1037
 CT1037.The geoid height was determined by GEOID03.
 CT1037
 CT1037;                    North         East     Units Scale Factor Converg.
 CT1037;SPC TXNC     - 2,112,633.787   562,283.140   MT  0.99989333   -0 13 09.7
 CT1037;SPC TXNC     - 6,931,199.35  1,844,757.27   sFT  0.99989333   -0 13 09.7
 CT1037;UTM  14      - 3,616,009.762   509,169.001   MT  0.99960104   +0 03 10.1
 CT1037
 CT1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1037!SPC TXNC     -   0.99993831  x   0.99989333  =   0.99983165
 CT1037!UTM  14      -   0.99993831  x   0.99960104  =   0.99953938
 CT1037
 CT1037:                Primary Azimuth Mark                     Grid Az
 CT1037:SPC TXNC     -  HOG                                      277 34 01.4
 CT1037:UTM  14      -  HOG                                      277 17 41.6
 CT1037
 CT1037|---------------------------------------------------------------------|
 CT1037| PID    Reference Object                     Distance      Geod. Az  |
 CT1037|                                                           dddmmss.s |
 CT1037| CT1038 HOG                                 APPROX. 6.6 KM 2772051.7 |
 CT1037|---------------------------------------------------------------------|
 CT1037
 CT1037                          SUPERSEDED SURVEY CONTROL
 CT1037
 CT1037  NAD 83(1986)-  32 40 54.26924(N)    098 54 07.91786(W) AD(       ) 3
 CT1037  NAD 27      -  32 40 53.81766(N)    098 54 06.68295(W) AD(       ) 3
 CT1037
 CT1037.Superseded values are not recommended for survey control.
 CT1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1037.See file dsdata.txt to determine how the superseded data were derived.
 CT1037
 CT1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB0916916010(NAD 83)
 CT1037_MARKER: DD = SURVEY DISK
 CT1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1037+STABILITY: SURFACE MOTION
 CT1037
 CT1037  HISTORY     - Date     Condition        Report By
 CT1037  HISTORY     - 1960     MONUMENTED       USGS
 CT1037  HISTORY     - 1967     GOOD             USGS
 CT1037
 CT1037                          STATION DESCRIPTION
 CT1037
 CT1037'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CT1037'STATION IS LOCATED ABOUT 5.0 MI. S. OF BRECKENRIDGE, TEXAS, ON TOP OF
 CT1037'A MOUND OF EARTH ON E. SIDE OF U.S. HIGHWAY 183, 24 FT. E. OF
 CT1037'RIGHT-OF-WAY FENCE, 24 FT. S. OF E-W. FENCE.
 CT1037'
 CT1037'TO REACH FROM POST OFFICE IN BRECKENRIDGE, PROCEED S. ALONG U.S.
 CT1037'HIGHWAY 183 FOR 4.8 MI. TO CREST OF HILL AND STATION.
 CT1037'
 CT1037'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 4 IN.,
 CT1037'STAMPED ---HIGHWAY 1960---.
 CT1037
 CT1037                          STATION RECOVERY (1967)
 CT1037
 CT1037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CT1037'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0864 ***********************************************************************
 GK0864  DESIGNATION -  HIGHWAY
 GK0864  PID         -  GK0864
 GK0864  STATE/COUNTY-  TX/HUTCHINSON
 GK0864  USGS QUAD   -  MORSE SE (1974)
 GK0864
 GK0864                         *CURRENT SURVEY CONTROL
 GK0864  ___________________________________________________________________
 GK0864* NAD 83(1993)-  36 00 30.38818(N)    101 20 52.76739(W)     ADJUSTED  
 GK0864* NAVD 88     -       983.     (meters)    3225.     (feet)  SCALED    
 GK0864  ___________________________________________________________________
 GK0864  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 GK0864  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 GK0864
 GK0864  HORZ ORDER  -  SECOND
 GK0864
 GK0864.The horizontal coordinates were established by classical geodetic methods
 GK0864.and adjusted by the National Geodetic Survey in February 1996..
 GK0864
 GK0864.The orthometric height was scaled from a topographic map.
 GK0864
 GK0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0864
 GK0864.The geoid height was determined by GEOID03.
 GK0864
 GK0864;                    North         East     Units Scale Factor Converg.
 GK0864;SPC TX N     - 1,222,825.598   213,703.736   MT  0.99996388   +0 05 17.1
 GK0864;SPC TX N     - 4,011,886.98    701,126.34   sFT  0.99996388   +0 05 17.1
 GK0864;UTM  14      - 3,987,434.689   288,385.267   MT  1.00015181   -1 22 51.3
 GK0864
 GK0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0864!SPC TX N     -   0.99984991  x   0.99996388  =   0.99981380
 GK0864!UTM  14      -   0.99984991  x   1.00015181  =   1.00000170
 GK0864
 GK0864|---------------------------------------------------------------------|
 GK0864| PID    Reference Object                     Distance      Geod. Az  |
 GK0864|                                                           dddmmss.s |
 GK0864| CM8761 HIGHWAY RM 1                         13.589 METERS 03155     |
 GK0864| CM8760 HIGHWAY AZ MK                                      2155232.2 |
 GK0864| CM8762 HIGHWAY RM 2                         13.663 METERS 27953     |
 GK0864|---------------------------------------------------------------------|
 GK0864
 GK0864                          SUPERSEDED SURVEY CONTROL
 GK0864
 GK0864  NAD 83(1993)-  36 00 30.38814(N)    101 20 52.76748(W) AD(       ) 2
 GK0864  NAD 83(1986)-  36 00 30.39654(N)    101 20 52.75506(W) AD(       ) 2
 GK0864  NAD 27      -  36 00 30.26500(N)    101 20 51.17300(W) AD(       ) 2
 GK0864
 GK0864.Superseded values are not recommended for survey control.
 GK0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0864.See file dsdata.txt to determine how the superseded data were derived.
 GK0864
 GK0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8838587435(NAD 83)
 GK0864_MARKER: DS = TRIANGULATION STATION DISK
 GK0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0864
 GK0864  HISTORY     - Date     Condition        Report By
 GK0864  HISTORY     - 1952     MONUMENTED       CGS
 GK0864  HISTORY     - 1974     MARK NOT FOUND   USGS
 GK0864
 GK0864                          STATION DESCRIPTION
 GK0864
 GK0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 GK0864'THE STATION IS LOCATED 15.5 MILES SOUTH-SOUTHWEST OF SPEARMAN.
 GK0864'14.8 MILES NORTH-NORTHEAST OF STINNETT.  3.5 MILES SOUTHWEST
 GK0864'OF HUTCHINSON-HANSFORD COUNTY LINE.  47 FEET WEST OF THE CENTER
 GK0864'LINE OF STATE HIGHWAY 117.  11 FEET SOUTHEAST OF A 4 BY 4
 GK0864'WITNESS POST AND FENCE LINE AND 9 FEET SOUTH-SOUTHEAST OF
 GK0864'FENCE CORNER.  IT IS STAMPED HIGHWAY 1952 AND PROJECTS 4 INCHES.
 GK0864'
 GK0864'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 GK0864'POSTS.
 GK0864'
 GK0864'TO REACH THE STATION FROM THE CAUTION LIGHT IN STINNETT, GO
 GK0864'NORTHEASTERLY ON STATE HIGHWAY 117 FOR 14.8 MILES TO THE STATION
 GK0864'ON THE LEFT AS DESCRIBED.
 GK0864'
 GK0864'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 GK0864'HIGHWAY 117 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 GK0864'DESCRIBED.
 GK0864'
 GK0864'REFERENCE MARK NO. 1 IS 48 FEET WEST OF THE CENTER LINE OF
 GK0864'STATE HIGHWAY 117 AND 1 FOOT EAST OF A FENCE LINE.  IT IS
 GK0864'STAMPED HIGHWAY NO 1 1952 AND PROJECTS 4 INCHES.
 GK0864'
 GK0864'REFERENCE MARK NO. 2 IS 92 FEET WEST OF THE CENTER LINE OF STATE
 GK0864'HIGHWAY 117 AND 1 FOOT SOUTH OF A FENCE LINE.  IT IS STAMPED
 GK0864'HIGHWAY NO 2 1952 AND PROJECTS 4 INCHES.
 GK0864'
 GK0864'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTER LINE OF STATE
 GK0864'HIGHWAY 117 AND 1.5 FEET EAST OF A FENCE CORNER.  IT IS STAMPED
 GK0864'HIGHWAY 1952 AND PROJECTS 5 INCHES.
 GK0864
 GK0864                          STATION RECOVERY (1974)
 GK0864
 GK0864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DHW)
 GK0864'SEARCHED FOR AND NOT FOUND.  PROBLEY DESTROYED BY HIGHWAY
 GK0864'ROW BEING WIDEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1559 ***********************************************************************
 AB1559  DESIGNATION -  HIKE
 AB1559  PID         -  AB1559
 AB1559  STATE/COUNTY-  TX/CAMERON
 AB1559  USGS QUAD   -  THREE ISLANDS (1983)
 AB1559
 AB1559                         *CURRENT SURVEY CONTROL
 AB1559  ___________________________________________________________________
 AB1559* NAD 83(1993)-  26 16 48.90595(N)    097 20 37.07404(W)     ADJUSTED  
 AB1559* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AB1559  ___________________________________________________________________
 AB1559  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AB1559  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AB1559
 AB1559  HORZ ORDER  -  THIRD
 AB1559
 AB1559.The horizontal coordinates were established by classical geodetic methods
 AB1559.and adjusted by the National Geodetic Survey in February 1996..
 AB1559
 AB1559.The orthometric height was scaled from a topographic map.
 AB1559
 AB1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1559
 AB1559.The geoid height was determined by GEOID03.
 AB1559
 AB1559;                    North         East     Units Scale Factor Converg.
 AB1559;SPC TX S     - 5,068,510.742   415,492.177   MT  0.99997333   +0 31 30.0
 AB1559;SPC TX S     -16,628,938.99  1,363,160.58   sFT  0.99997333   +0 31 30.0
 AB1559;UTM  14      - 2,907,779.182   665,384.286   MT  0.99993771   +0 44 00.8
 AB1559
 AB1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1559!SPC TX S     -   1.00000191  x   0.99997333  =   0.99997524
 AB1559!UTM  14      -   1.00000191  x   0.99993771  =   0.99993962
 AB1559
 AB1559:                Primary Azimuth Mark                     Grid Az
 AB1559:SPC TX S     -  HARLINGEN PORT ISABEL LT 19              036 54 41.7
 AB1559:UTM  14      -  HARLINGEN PORT ISABEL LT 19              036 42 10.9
 AB1559
 AB1559|---------------------------------------------------------------------|
 AB1559| PID    Reference Object                     Distance      Geod. Az  |
 AB1559|                                                           dddmmss.s |
 AB1559| AB1550 HARLINGEN PORT ISABEL LT 19         APPROX. 6.0 KM 0372611.7 |
 AB1559| AB1557 HARLINGEN PORT ISABEL LT 49         APPROX. 6.6 KM 1084941.0 |
 AB1559| AB0328 LUTTES                              APPROX. 2.6 KM 1443151.5 |
 AB1559| CV3299 HIKE RM 2                            61.520 METERS 24137     |
 AB1559| CV3298 HIKE RM 1                            56.980 METERS 29615     |
 AB1559|---------------------------------------------------------------------|
 AB1559
 AB1559                          SUPERSEDED SURVEY CONTROL
 AB1559
 AB1559  NAD 83(1986)-  26 16 48.92037(N)    097 20 37.03267(W) AD(       ) 3
 AB1559  NAD 27      -  26 16 47.65200(N)    097 20 36.11500(W) AD(       ) 3
 AB1559
 AB1559.Superseded values are not recommended for survey control.
 AB1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1559.See file dsdata.txt to determine how the superseded data were derived.
 AB1559
 AB1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6538407779(NAD 83)
 AB1559_MARKER: DS = TRIANGULATION STATION DISK
 AB1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1559
 AB1559  HISTORY     - Date     Condition        Report By
 AB1559  HISTORY     - 1913     MONUMENTED       CGS
 AB1559  HISTORY     - 1931     POOR             USE
 AB1559  HISTORY     - 1938     POOR             CGS
 AB1559  HISTORY     - 1940     POOR             LOCENG
 AB1559  HISTORY     - 1945     POOR             USE
 AB1559  HISTORY     - 1950     POOR             CGS
 AB1559  HISTORY     - 1962     GOOD             SUNOCO
 AB1559  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 AB1559
 AB1559                          STATION DESCRIPTION
 AB1559
 AB1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AB1559'THE STATION IS ON THE HIGHEST PART OF A RANGE RUNNING N AND
 AB1559'S ON THE MAINLAND, DUE W OF THREE ISLAND.  IT IS ABOUT 75
 AB1559'METERS (246 FEET) FROM THE HIGH-WATER LINE, ON THE SOUTHERN
 AB1559'SIDE OF THE RANGE.  FROM THE STATION THE SOUTHERN HALF OF
 AB1559'GREEN ISLAND SHOWS IN A GAP BETWEEN THE NEAREST ISLAND (IN
 AB1559'THE DIRECTION OF CAT 2) AND THE LONG POINT OF LAND MAKING OUT
 AB1559'FROM THE ISLE DE CABALLO.  THE STATION IS MARKED BY A CEMENT
 AB1559'POST WHICH IS 2-1/2 FEET LONG AND 7-1/2 INCHES IN DIAMETER,
 AB1559'INCASED IN A PIPE OF TIN.  THE SUB-SURFACE MARK IS A NAIL
 AB1559'OR SMALL WOODEN PEG SET INTO A SMALL QUANTITY OF CEMENT,
 AB1559'WHICH IS 6 INCHES BELOW THE CEMENT POST.  SIX INCHES OF SAND
 AB1559'OR EARTH SEPARATES THE SURFACE AND SUB-SURFACE MARKS.
 AB1559'THE TOP OF THE SURFACE MARK PROJECTS ABOUT 2 INCHES ABOVE THE
 AB1559'GROUND.
 AB1559'
 AB1559'THE REFERENCE MARK IS A CEMENT POST 2-1/2 FEET LONG AND 7-1/2
 AB1559'INCHES IN DIAMETER, INCASED IN A PIPE OF TIN.  A STANDARD
 AB1559'DISK REFERENCE MARK IS SET INTO THE TOP OF THE POST.  THE
 AB1559'TABLET HAS AN ARROW WHICH POINTS TOWARD THE STATION.  THE
 AB1559'TOP OF THE CEMENT POST IS ABOUT 6 INCHES ABOVE THE GROUND,
 AB1559'AND IS 56.98 METERS (186.9 FEET) (SURFACE MEASUREMENT) FROM
 AB1559'THE STATION N 63 DEG 45 MIN W.  IT IS 20
 AB1559'FEET BELOW THE STATION.  AN OLD MESQUITE TREE, BLAZED AND
 AB1559'WITH A COPPER WEDGE DRIVEN INTO THE BLAZED PART, IS 61.52
 AB1559'METERS (201.8 FEET) (SURFACE MEASURE) FROM THE STATION
 AB1559'S 61 DEG 37 MIN W.
 AB1559
 AB1559                          STATION RECOVERY (1931)
 AB1559
 AB1559'RECOVERY NOTE BY US ENGINEERS 1931
 AB1559'THE MARK WAS FOUND IN POOR CONDITION.  NO LETTERS OR NUMBERS
 AB1559'WERE FOUND STAMPED UPON IT.
 AB1559'
 AB1559'THE REFERENCE MARK COULD NOT BE FOUND.
 AB1559
 AB1559                          STATION RECOVERY (1938)
 AB1559
 AB1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AB1559'STATION RECOVERED IN POOR CONDITION.  REFERENCE MARK AND
 AB1559'WITNESS MARK DESTROYED.
 AB1559'
 AB1559'ABOUT 16 MILES NW OF PORT ISABEL, ABOUT 15-1/4 MILES ENE OF
 AB1559'RIO HONDO, ABOUT 1-1/2 MILES NE OF BUENA VISTA, ON THE BUENA
 AB1559'VISTA RANCH OWNED BY MR. J.W. LUTTES OF TYLER, TEXAS, AND IN
 AB1559'CHARGE OF MR. ROY LUTTES OF BUENA VISTA, ON A POINT BETWEEN
 AB1559'TWO SMALL BAYS, ABOUT 200 YARDS S OF THE N END OF THE POINT
 AB1559'(THE REMAINS OF A WASHED-OUT DAM EXTENDS FROM THE N END OF
 AB1559'THIS POINT NW ACROSS THE BAY), ON TOP OF A BADLY N-S RIDGE.  A
 AB1559'ROAD RUNS ALONG THE TOP OF THE RIDGE.  THE STATION IS 3 FEET
 AB1559'W OF THE W TRACK OF THE ROAD.  THE STAITON WAS FOUND WITH
 AB1559'THE TOP OF THE SURFACE MARK BROKEN OFF AND WAS LEFT AS
 AB1559'FOUND.  THE TOP OF THE CONCRETE POST IS FLUSH WITH THE
 AB1559'GROUND.  THE STATION WILL PROBABLY BE DESTROYED IF
 AB1559'EROSION CONTINUES.
 AB1559'
 AB1559'THE REFERENCE MARK IS DESTROYED.  SEVERAL BROKEN PIECES OF
 AB1559'CONCRETE WERE FOUND IN THE VICINITY OF WHERE THE MARK SHOULD
 AB1559'BE.
 AB1559'
 AB1559'THE WITNESS MARK COULD NOT BE FOUND.  THE TREE IS PROBABLY
 AB1559'GONE.
 AB1559'
 AB1559'A TRUCK CAN BE DRIVEN TO THE STATION.  TO REACH FROM PORT
 AB1559'ISABEL GO W ON STATE HIGHWAY 100 FOR 9 MILES TO A DIRT ROAD
 AB1559'LEADING N.  FOLLOW DIRT ROAD N 12.3 MILES TO A CROSSROADS
 AB1559'AT BUENA VISTA, CONTINUE N ON DIRT ROAD FOR 0.8 MILE TO A GATE,
 AB1559'PASS THROUGH GATE, TURN RIGHT AND FOLLOW DIRT ROAD E 0.6 MILE
 AB1559'TO A RIDGE ALONG THE SHORE OF LAGUNA MADRE, TURN LEFT AND FOLLOW
 AB1559'RIDGE N 0.4 MILE TO STATION.
 AB1559
 AB1559                          STATION RECOVERY (1940)
 AB1559
 AB1559'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940 (WMH)
 AB1559'FROM LETTER--W.L. HARRELL, MARSHALL FORD DAM, TEXAS, 7/3/40.
 AB1559'
 AB1559'STATION HANDY AND USEFUL TO LOCAL SURVEYORS.
 AB1559
 AB1559                          STATION RECOVERY (1945)
 AB1559
 AB1559'RECOVERY NOTE BY US ENGINEERS 1945
 AB1559'STATION WAS RECOVERED IN POOR CONDITION.
 AB1559
 AB1559                          STATION RECOVERY (1950)
 AB1559
 AB1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AB1559'FOUND IN POOR CONDITON AS DESCRIBED BY G.C.M. IN 1938.  PUBLISHED
 AB1559'DESCRITPION ADEQUATE WITH THE FOLLOWING ADITIONS--
 AB1559'
 AB1559'ORIGINAL SUB-SURFACE MARK WAS LOWERED AND ORIGINAL SURFACE
 AB1559'MARK WAS REPLACED.  THE SUB-SURFACE MARK IS A PIECE OF CONCRETE
 AB1559'APPROXIMATELY 10 INCHES IN DIAMETER AND 4 INCHES THICK, WITH A
 AB1559'ROUND PIECE OF WOOD AT THE CENTER AND THE HEAD OF A NAIL IN THE
 AB1559'CENTER OF THE WOOD.  SIX INCHES OF DIRT SEPARATES THE SUB-SURFACE
 AB1559'MARK AND THE SURFACE MARK.  THE SURFACE MARK IS A BRONZE
 AB1559'STATION DISK STAMPED HIKE 1913 SET IN A CONCRETE MONUMENT 10
 AB1559'INCHES IN DIAMETER AND 3.0 FEET LONG.  A WITNESS POST WAS
 AB1559'SET 2.0 FEET S OF THE STATION.
 AB1559'
 AB1559'R.M. 2 WAS SET 53.19 FEET NNE OF THE STATION AND 36 FEET E
 AB1559'OF A TRAIL.  IT IS A BRONZE REFERENCE DISK SETAMPED HIKE
 AB1559'1913 NO 2 1950 SET IN A CONCRETE MONUMENT 10 INCHES IN DIAMETER
 AB1559'FLUSH WITH THE GROUND.
 AB1559'
 AB1559'R.M. 3 WAS SET 75.75 FEET SSE OF THE STATION AND 30 FEET E
 AB1559'OF A TRAIL.  IT IS A BRONZE REFERENCE DISK STAMPED HIKE 1913
 AB1559'NO 3 1950 SET IN A CONCRETE MONUMENT 10 INCHES IN DIAMETER,
 AB1559'PROJECTING 0.5 FOOT.
 AB1559
 AB1559                          STATION RECOVERY (1962)
 AB1559
 AB1559'RECOVERY NOTE BY SUN OIL COMPANY 1962 (RRH)
 AB1559'STATION FOUND IN EXCELLENT CONDITION AND PROTRUDES ABOUT
 AB1559'0.2 FOOT ABOVE THE GROUND.  R.M. 1 AND R.M. 2 WERE FOUND
 AB1559'DESTROYED.  R.M. 3 FOUND IN GOOD CONDITION AND IS S21 DEG 12 MIN E,
 AB1559'75.6 FEET.  COULD NOT FIND AZIMUTH, PREVIOUSLY REPORT DESTROYED.
 AB1559'A NEW TO REACH FOLLOWS--
 AB1559'
 AB1559'TO REACH THE STATION FROM THE RAILROAD STATION IN RIO HONDO,
 AB1559'GO EASTERLY ON FARM ROAD 106 FOR 0.6 MILES TO FORK AT JUNCTION
 AB1559'WITH TEX HWY 345.  BEAR RIGHT FOR 0.05 MILE TO T-ROAD TO
 AB1559'LEFT.  TURN LEFT (EASTERLY) AND CONTINUE WITH FR 106 FOR
 AB1559'2.3 MILES TO WHERE 106 TURNS NORTHERLY.  CONTINUE STRAIGHT
 AB1559'AHEAD (EASTERLY) ON THE PAVED ROAD PRESENTLY MARKED FARM ROAD
 AB1559'803 FOR 4.05 MILES TO WHERE FR 803 TURNS SOUTHERLY.  CONTINUE
 AB1559'STRAIGHT AHEAD (EASTERLY) ON THE PAVED ROAD PRESENTLY MARKED
 AB1559'FARM ROAD 2358 FOR 6.6 MILES TO WHERE FR 2358 TURNS
 AB1559'NORTHERLY.  CONTINUE STRAIGHT AHEAD (EASTERLY) ALONG THE PAVED
 AB1559'ROAD FOR 12.0 MILES TO WHERE BAYVIEW CUT-OFF ROAD TURNS
 AB1559'SOUTHERLY.  CONTINUE STRAIGHT AHEAD (EASTERLY) WITH THE
 AB1559'PAVED ROAD FOR 14.05 MILES TO T-ROAD.  TURN LEFT
 AB1559'(NORTHERLY) AND FOLLOW THE ATASCOSA WILDLIFE REFUGE
 AB1559'HEADQUARTERS PAVED ROAD 2.6 MILES PASS THE HEADQUARTERS
 AB1559'ON THE LEFT.  CONTINUE STRAIGHT AHEAD WITH THE PAVED ROAD
 AB1559'3.0 MILES REACH THE END OF THE PAVEMENT AT A
 AB1559'CATTLEGUARD ON THE SOUTH LINE OF THE BUENA VISTA RANCH
 AB1559'THAT IS OWNED BY MR. J.W. LUTTES OF SAN BENITO.  CONTINUE
 AB1559'STRAIGHT AHEAD (NORTHERLY) ALONG THE DIRT (GRADED) RANCH
 AB1559'ROAD 3.8 MILES PASS A DIRT TURN-OFF ROAD TO THE LEFT
 AB1559'(WESTERLY) TO THE RANCH HEADQUARTERS (MR. CHARLIE ATKINSON,
 AB1559'RANCH FOREMEN).  CONTINUE STRAIGHT AHEAD (NORTHERLY) ALONG
 AB1559'THE GRADED DIRT ROAD 4.6 MILES CROSS AN E AND W GRADED DIRT
 AB1559'ROAD.  CONTINUE STRAIGHT AHEAD (NORTHERLY) ALONG THE GRADED
 AB1559'DIRT ROAD 5.3 MILES CROSS AN E AND W GRADED ROAD.  CONTINUE
 AB1559'STRAIGHT AHEAD (NORTHERLY) ALONG THE DIRT ROAD TO FENCE (E
 AB1559'AND W) 6.15 MILES.  TURN RIGHT (EASTERLY) AND FOLLOW A RANCH
 AB1559'TRACK FOR 0.6 MILES AND REACH THE LAGUNA BLUFF.  TURN LEFT
 AB1559'(NORTHERLY) AND FOLLOW THE BLUFF ROAD FOR 0.15 MILES AND
 AB1559'PASS THRU A LOCKED GAP (BY TAKING FENCE DOWN ON THE WEST
 AB1559'SIDE OF THE GAP).  CONTINUE ALONG THE BLUFF ROAD 0.45 MILES
 AB1559'TO THE SIDE OF THE STATION WITH HIKE ON THE RIGHT.
 AB1559
 AB1559                          STATION RECOVERY (1991)
 AB1559
 AB1559'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1037 ***********************************************************************
 BL1037  DESIGNATION -  HILL
 BL1037  PID         -  BL1037
 BL1037  STATE/COUNTY-  TX/SAN JACINTO
 BL1037  USGS QUAD   -  MAYNARD (1997)
 BL1037
 BL1037                         *CURRENT SURVEY CONTROL
 BL1037  ___________________________________________________________________
 BL1037* NAD 83(1993)-  30 31 31.14211(N)    095 20 59.23850(W)     ADJUSTED  
 BL1037* NAVD 88     -       128.91   (+/-2cm)     422.9    (feet)  VERTCON   
 BL1037  ___________________________________________________________________
 BL1037  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BL1037  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL1037
 BL1037  HORZ ORDER  -  FIRST
 BL1037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1037
 BL1037.The horizontal coordinates were established by classical geodetic methods
 BL1037.and adjusted by the National Geodetic Survey in February 1996..
 BL1037
 BL1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1037.The vertical order pertains to the NGVD 29 superseded value.
 BL1037
 BL1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1037
 BL1037.The geoid height was determined by GEOID03.
 BL1037
 BL1037;                    North         East     Units Scale Factor Converg.
 BL1037;SPC TX C     - 3,105,897.218 1,178,090.893   MT  0.99991603   +2 34 00.5
 BL1037;SPC TX C     -10,189,931.12  3,865,119.87   sFT  0.99991603   +2 34 00.5
 BL1037;UTM  15      - 3,379,346.140   274,540.659   MT  1.00022712   -1 11 38.4
 BL1037
 BL1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1037!SPC TX C     -   0.99998405  x   0.99991603  =   0.99990008
 BL1037!UTM  15      -   0.99998405  x   1.00022712  =   1.00021116
 BL1037
 BL1037|---------------------------------------------------------------------|
 BL1037| PID    Reference Object                     Distance      Geod. Az  |
 BL1037|                                                           dddmmss.s |
 BL1037| BL1038 HILL RM 1                            32.480 METERS 07522     |
 BL1037| BL1040 HILL AZ MK                                         3013134.8 |
 BL1037| BL1039 HILL RM 2                            30.092 METERS 31209     |
 BL1037|---------------------------------------------------------------------|
 BL1037
 BL1037                          SUPERSEDED SURVEY CONTROL
 BL1037
 BL1037  NAD 83(1986)-  30 31 31.15403(N)    095 20 59.22318(W) AD(       ) 1
 BL1037  NAD 27      -  30 31 30.43000(N)    095 20 58.43900(W) AD(       ) 1
 BL1037  NGVD 29 (??/??/92)  128.918  (m)          422.96   (f) ADJ UNCH    2 0
 BL1037
 BL1037.Superseded values are not recommended for survey control.
 BL1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1037.See file dsdata.txt to determine how the superseded data were derived.
 BL1037
 BL1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7454179346(NAD 83)
 BL1037_MARKER: DS = TRIANGULATION STATION DISK
 BL1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1037_STAMPING: HILL 1942
 BL1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1037+STABILITY: SURFACE MOTION
 BL1037
 BL1037  HISTORY     - Date     Condition        Report By
 BL1037  HISTORY     - 1942     MONUMENTED       CGS
 BL1037  HISTORY     - 1947     GOOD             NGS
 BL1037  HISTORY     - 1949     GOOD             LOCSUR
 BL1037  HISTORY     - 1951     GOOD             CGS
 BL1037  HISTORY     - 1952     GOOD             TXHD
 BL1037  HISTORY     - 1957     GOOD             CGS
 BL1037  HISTORY     - 1958     GOOD             CGS
 BL1037  HISTORY     - 1982     GOOD             LOCSUR
 BL1037
 BL1037                          STATION DESCRIPTION
 BL1037
 BL1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL1037'STATION IS 8.7 MILES E OF NEW WAVERLY ON PROPERTY OWNED BY
 BL1037'MRS. MILLIE HILL.  IT IS ABOUT 100 YARDS NW OF THE HILL HOUSE,
 BL1037'150 FEET N OF A LOG SHED, 90 FEET S OF THE CENTER LINE OF
 BL1037'STATE HIGHWAY 150, 60 FEET NW OF A 24-INCH OAK, AND 25 FEET S
 BL1037'OF THE CENTER LINE OF AN OLD ROADBED.  IT IS STAMPED HILL
 BL1037'1942 AND IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 BL1037'
 BL1037'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BL1037'STANDARD BRONZE DISKS SET IN CONCRETE.
 BL1037'
 BL1037'REFERENCE MARK NO. 1 IS ENE OF THE STATION IN THE N EDGE OF
 BL1037'THE OLD ROADBED AND 45 FEET S OF THE CENTER LINE OF STATE
 BL1037'HIGHWAY 150.  IT IS STAMPED HILL NO. 1 1942 AND PROJECTS
 BL1037'3 INCHES.
 BL1037'
 BL1037'REFERENCE MARK NO. 2 IS NW OF THE STATION, 50 FEET S OF
 BL1037'STATE HIGHWAY 150, AND 18 FEET N OF THE CENTER LINE OF THE
 BL1037'OLD ROADBED.  IT IS STAMPED HILL NO. 2 1942 AND PROJECTS
 BL1037'6 INCHES.
 BL1037'
 BL1037'THE AZIMUTH MARK IS WNW OF THE STATION, 37 FEET N OF THE
 BL1037'CENTER LINE OF STATE HIGHWAY 150, 9 FEET W OF A
 BL1037'TRIANGULAR-BLAZED 16-INCH PINE TREE AND 3 FEET E OF A WHITE
 BL1037'REFERENCE POST.  IT IS STAMPED HILL 1942 AND PROJECTS 3 INCHES.
 BL1037'
 BL1037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND
 BL1037'STATE HIGHWAY 150 IN NEW WAVERLY GO E ON STATE HIGHWAY 150
 BL1037'FOR 8.15 MILES TO A SHARP CURVE IN THE ROAD AND THE AZIMUTH
 BL1037'MARK ON THE LEFT.  CONTINUE FOR 0.55 MILE TO THE STATION ON
 BL1037'THE RIGHT.
 BL1037'
 BL1037'A 90-FOOT SIGNAL AT EVERGREEN 1935 IS VISIBLE AT 77 FEET.
 BL1037'
 BL1037'A 90-FOOT SIGNAL AT WILLIS LOOKOUT 1935 IS VISIBLE AT 64 FEET.
 BL1037'
 BL1037'A 90-FOOT SIGNAL AT HAWTHORNE 1935 IS VISIBLE AT 64 FEET.
 BL1037
 BL1037                          STATION RECOVERY (1947)
 BL1037
 BL1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL1037'7.2 MI SW FROM EVERGREEN.
 BL1037'7.2 MILES SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1037'EVERGREEN, 60.0 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE OF THE
 BL1037'HIGHWAY, 72.0 FEET EAST OF A 30 INCH FORKED OAK TREE, 57.0 FEET WEST
 BL1037'OF A 30 INCH OAK TREE, 2.0 FEET NORTH OF A WITNESS POST, SET IN THE
 BL1037'TOP OF A CONCRETE POST WHICH IS 12 INCHES BELOW THE SURFACE OF THE
 BL1037'GROUND.
 BL1037
 BL1037                          STATION RECOVERY (1949)
 BL1037
 BL1037'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949 (WBM)
 BL1037'RECOVERED BY SPERRY-SUN WELL SURVEYING CO
 BL1037'
 BL1037'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 BL1037'AZIMUTH MARK APPARENTLY HAS BEEN DUG OUT.
 BL1037
 BL1037                          STATION RECOVERY (1951)
 BL1037
 BL1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 BL1037'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 BL1037'CONDITION.  THE DESCRIPTION IS ADEQUATE TO REACH STATION.
 BL1037
 BL1037                          STATION RECOVERY (1952)
 BL1037
 BL1037'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1952 (JRM)
 BL1037'STATION AND REFERENCE MARKER NO. 1 AS DESCRIBED.
 BL1037
 BL1037                          STATION RECOVERY (1957)
 BL1037
 BL1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (IHW)
 BL1037'STATION RECOVERED MAY 14, 1957.  REFERENCE MARKS AND AZIMUTH
 BL1037'ALL IN GOOD SHAPE.  DESCRIPTION ADEQUATE.
 BL1037
 BL1037                          STATION RECOVERY (1958)
 BL1037
 BL1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WHS)
 BL1037'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 BL1037'CONDITION AS DESCRIBED.  COULD NOT FIND REFERENCE MARKS
 BL1037'NO. 2 AND NO. 3.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 BL1037'ARE CORRECT.
 BL1037
 BL1037                          STATION RECOVERY (1982)
 BL1037
 BL1037'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 BL1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0698 ***********************************************************************
 AO0698  DESIGNATION -  HILL
 AO0698  PID         -  AO0698
 AO0698  STATE/COUNTY-  TX/LA SALLE
 AO0698  USGS QUAD   -  ATLEE (1982)
 AO0698
 AO0698                         *CURRENT SURVEY CONTROL
 AO0698  ___________________________________________________________________
 AO0698* NAD 83(1993)-  28 12 38.19177(N)    099 18 03.52656(W)     ADJUSTED  
 AO0698* NAVD 88     -       163.8    (meters)     537.     (feet)  VERTCON   
 AO0698  ___________________________________________________________________
 AO0698  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AO0698  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AO0698
 AO0698  HORZ ORDER  -  FIRST
 AO0698
 AO0698.The horizontal coordinates were established by classical geodetic methods
 AO0698.and adjusted by the National Geodetic Survey in February 1996..
 AO0698
 AO0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0698
 AO0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0698
 AO0698.The geoid height was determined by GEOID03.
 AO0698
 AO0698;                    North         East     Units Scale Factor Converg.
 AO0698;SPC TXSC     - 4,041,852.850   570,451.279   MT  1.00005406   -0 08 50.8
 AO0698;SPC TXSC     -13,260,645.56  1,871,555.57   sFT  1.00005406   -0 08 50.8
 AO0698;UTM  14      - 3,120,569.619   470,464.587   MT  0.99961077   -0 08 32.2
 AO0698
 AO0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0698!SPC TXSC     -   0.99997816  x   1.00005406  =   1.00003222
 AO0698!UTM  14      -   0.99997816  x   0.99961077  =   0.99958894
 AO0698
 AO0698|---------------------------------------------------------------------|
 AO0698| PID    Reference Object                     Distance      Geod. Az  |
 AO0698|                                                           dddmmss.s |
 AO0698| CV5178 HILL RM 1                            25.198 METERS 15910     |
 AO0698| CV5179 HILL RM 2                            20.113 METERS 28550     |
 AO0698| CV5177 HILL AZ MK                                         3231737.9 |
 AO0698|---------------------------------------------------------------------|
 AO0698
 AO0698                          SUPERSEDED SURVEY CONTROL
 AO0698
 AO0698  NAD 83(1986)-  28 12 38.18966(N)    099 18 03.50290(W) AD(       ) 1
 AO0698  NAD 27      -  28 12 37.18896(N)    099 18 02.38356(W) AD(       ) 1
 AO0698  NGVD 29 (07/19/86)  163.7    (m)          537.     (f) VERT ANG       
 AO0698
 AO0698.Superseded values are not recommended for survey control.
 AO0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0698.See file dsdata.txt to determine how the superseded data were derived.
 AO0698
 AO0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7046520570(NAD 83)
 AO0698_MARKER: DS = TRIANGULATION STATION DISK
 AO0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0698
 AO0698  HISTORY     - Date     Condition        Report By
 AO0698  HISTORY     - 1972     MONUMENTED       NGS
 AO0698
 AO0698                          STATION DESCRIPTION
 AO0698
 AO0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0698'THE STATION IS ABOUT 15-1/2 MILES SOUTH AND 4 MILES WEST OF COTULLA,
 AO0698'11-1/2 MILES NORTH AND 3-1/2 MILES EAST OF ENCINAL, 5 MILES SOUTH
 AO0698'AND 1 MILE WEST OF ARTESIA WELLS, 0.3 MILE EAST OF U.S. HIGHWAY 81
 AO0698'AND ON THE PROPERTY OF MR. JOE L. HILL, 408 TILDEN STREET, COTULLA.
 AO0698'PHONE NUMBER 879-2185.
 AO0698'
 AO0698'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND FARM
 AO0698'ROAD 133 IN ARTESIA WELLS, GO SOUTH-SOUTHWEST ON U.S. HIGHWAY 81 FOR
 AO0698'4.75 MILES TO THE AZIMUTH MARK ON THE RIGHT AND A SIDE ROAD ON THE
 AO0698'LEFT, TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.05 MILE TO A
 AO0698'RED METAL GATE AND THE ENTRANCE TO JOE L. HILLS RANCH.  PASS
 AO0698'THROUGH THE GATE AND CONTINUE EAST ON A TRACK ROAD FOR 0.1 MILE TO
 AO0698'A CONCRETE WATER TANK, WINDMILL AND RANCH BUILDINGS.  TURN RIGHT
 AO0698'AND GO SOUTH ON A TRACK ROAD FOR 0.25 MILE TO A FENCE CORNER, TURN
 AO0698'LEFT AND GO EAST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.1 MILE TO
 AO0698'THE STATION ON THE RIGHT IN THE FENCE LINE.
 AO0698'
 AO0698'STATION MARKS ARE STANDARD DISKS, STAMPED HILL 1972.  THE SURFACE
 AO0698'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0698'THAT IS FLUSH WITH THE GROUND.  IT IS 50.0 FEET WEST OF A T FENCE
 AO0698'CORNER, 8.1 FEET EAST-SOUTHEAST OF A WITNESS POST AND 1.5 FEET SOUTH
 AO0698'OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 AO0698'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AO0698'
 AO0698'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HILL NO 1 1972, SET IN
 AO0698'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3
 AO0698'INCHES.  IT IS 88.5 FEET SOUTHEAST OF THE WITNESS POST, 68.0 FEET
 AO0698'SOUTH OF THE T FENCE CORNER, 0.6 FOOT WEST OF A FENCE AND ABOUT
 AO0698'THE SAME ELEVATION AS THE STATION.
 AO0698'
 AO0698'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HILL NO 2 1972, SET IN
 AO0698'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3
 AO0698'INCHES.  IT IS 58.5 FEET WEST OF THE WITNESS POST, 33.0 FEET NORTH
 AO0698'OF THE CENTER OF A TRACK ROAD, 1.0 FOOT SOUTH OF THE FENCE AND
 AO0698'ABOUT THE SAME ELEVATION AS THE STATION.
 AO0698'
 AO0698'AZIMUTH MARK IS A STANDARD DISK, STAMPED HILL 1972, SET IN THE TOP
 AO0698'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3 INCHES.
 AO0698'IT IS 70.0 FEET WEST OF THE CENTER OF THE HIGHWAY, 37.5 FEET EAST
 AO0698'OF THE EAST RAIL OF A RAILROAD TRACK, 9.9 FEET WEST OF A CONCRETE
 AO0698'RIGHT-OF-WAY MONUMENT AND 3.4 FEET SOUTH OF A WITNESS POST.
 AO0698'
 AO0698'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0478 ***********************************************************************
 BO0478  DESIGNATION -  HILL
 BO0478  PID         -  BO0478
 BO0478  STATE/COUNTY-  TX/CROCKETT
 BO0478  USGS QUAD   -  SHAFTER DRAW (1982)
 BO0478
 BO0478                         *CURRENT SURVEY CONTROL
 BO0478  ___________________________________________________________________
 BO0478* NAD 83(1993)-  30 28 18.47080(N)    100 58 23.82593(W)     ADJUSTED  
 BO0478* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 BO0478  ___________________________________________________________________
 BO0478  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 BO0478  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 BO0478
 BO0478  HORZ ORDER  -  SECOND
 BO0478
 BO0478.The horizontal coordinates were established by classical geodetic methods
 BO0478.and adjusted by the National Geodetic Survey in February 1996..
 BO0478
 BO0478.The orthometric height was scaled from a topographic map.
 BO0478
 BO0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0478
 BO0478.The geoid height was determined by GEOID03.
 BO0478
 BO0478;                    North         East     Units Scale Factor Converg.
 BO0478;SPC TX C     - 3,089,430.293   638,552.611   MT  0.99992417   -0 19 46.6
 BO0478;SPC TX C     -10,135,905.89  2,094,984.69   sFT  0.99992417   -0 19 46.6
 BO0478;UTM  14      - 3,372,720.841   310,569.601   MT  1.00004270   -1 00 03.5
 BO0478
 BO0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0478!SPC TX C     -   0.99989312  x   0.99992417  =   0.99981730
 BO0478!UTM  14      -   0.99989312  x   1.00004270  =   0.99993582
 BO0478
 BO0478|---------------------------------------------------------------------|
 BO0478| PID    Reference Object                     Distance      Geod. Az  |
 BO0478|                                                           dddmmss.s |
 BO0478| CV5175 HILL RM 1                            19.050 METERS 03520     |
 BO0478| CV5176 HILL RM 2                            17.848 METERS 08925     |
 BO0478| CV5174 HILL AZ MK                                         3130626.7 |
 BO0478|---------------------------------------------------------------------|
 BO0478
 BO0478                          SUPERSEDED SURVEY CONTROL
 BO0478
 BO0478  NAD 83(1986)-  30 28 18.47243(N)    100 58 23.81441(W) AD(       ) 2
 BO0478  NAD 27      -  30 28 17.81700(N)    100 58 22.45100(W) AD(       ) 2
 BO0478
 BO0478.Superseded values are not recommended for survey control.
 BO0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0478.See file dsdata.txt to determine how the superseded data were derived.
 BO0478
 BO0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU1057072721(NAD 83)
 BO0478_MARKER: DS = TRIANGULATION STATION DISK
 BO0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0478
 BO0478  HISTORY     - Date     Condition        Report By
 BO0478  HISTORY     - 1943     MONUMENTED       CGS
 BO0478  HISTORY     - 1964     GOOD             CGS
 BO0478
 BO0478                          STATION DESCRIPTION
 BO0478
 BO0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BO0478'STATION IS ON THE HIGHEST POINT OF A FLAT DIVIDE LYING BETWEEN
 BO0478'THE WES HILL AND THE DOC FRIEND RANCHS WHICH POINT IS ABOUT 20
 BO0478'MILES SE OF OZONA, 4 MILES NE OF THE DOC FRIEND RANCH, 1.5
 BO0478'MILES W OF THE WES HILL RANCH HOUSE WHICH IS PART OF THE GILES
 BO0478'HILL RANCH AND 0.1 MILE N OF A ROUGH RANCH ROAD WHICH CONNECTS
 BO0478'THE HILL AND THE FRIEND RANCHES.
 BO0478'
 BO0478'STATION MARK IS A BRONZE DISK, SET IN THE TOP OF A
 BO0478'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  STAMPED HILL
 BO0478'1943.
 BO0478'
 BO0478'REFERENCE MARK NO. 1, NNE OF THE STATION, IS A BRONZE DISK,
 BO0478'SET IN A DRILL HOLE IN A BOULDER.  STAMPED HILL NO.
 BO0478'1 1943.
 BO0478'
 BO0478'REFERENCE MARK NO. 2, E OF THE STATION, IS A BRONZE DISK,
 BO0478'SET IN A DRILL HOLE IN A BOULDER.  STAMPED HILL
 BO0478'NO. 2 1943.
 BO0478'
 BO0478'THE AZIMUTH MARK, NW OF THE STATION, IS A BRONZE DISK,
 BO0478'SET IN A DRILL HOLE IN A BOULDER.  STAMPED HILL 1943.
 BO0478'THE AZIMUTH CAN BE REACHED FROM THE STATION BY GOING N ALONG
 BO0478'THE TOP OF THE FLAT ROCKY RIDGE 0.3 MILE.  A CAIRN WAS BUILT
 BO0478'5 FEET NW OF THE AZIMUTH.
 BO0478'
 BO0478'TO REACH FROM OZONA--GO E ON U.S. HIGHWAY 290 FOR 27 MILES,
 BO0478'TURN RIGHT, S, ONTO A BLADED TOWARD THE HILL RANCH AND GO
 BO0478'5.0 MILES, TAKE THE RIGHT FORK FOR 4.1 MILES, CONTINUE STRAIGHT
 BO0478'AHEAD ALONG THE TELEPHONE LINE FOR 1.5 MILES, TAKE THE
 BO0478'RIGHT FORK FOR 1.1 MILES TO THE PUCKETT RANCH, TAKE THE LEFT
 BO0478'FORK THROUGH A GATE AND FOLLOW THE MAIN ROAD S 1.6 MILES,
 BO0478'TAKE THE RIGHT FORK AND CONTINUE 3.3 MILES, TURN RIGHT, W,
 BO0478'AT A SIGN READING WES HILL AND GO 1.9 MILES TO THE WES
 BO0478'HILL RANCH HOUSE.  PASS TO THE LEFT OR S OF THE RANCH
 BO0478'HOUSE AND FOLLOW A DIM ROAD S AND W FOR 0.2 MILE, PASS
 BO0478'THROUGH THE GATE AND FOLLOW A ROCKY ROAD GENERALLY WESTWARD
 BO0478'1.8 MILES TO THE TOP OF THE DIVIDE, TURN RIGHT, NW,
 BO0478'0.1 MILE TO THE TOP OF THE RIDGE AND THE STATION.
 BO0478'
 BO0478'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 BO0478
 BO0478                          STATION RECOVERY (1964)
 BO0478
 BO0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FWB)
 BO0478'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0700 ***********************************************************************
 DQ0700  DESIGNATION -  HILL
 DQ0700  PID         -  DQ0700
 DQ0700  STATE/COUNTY-  TX/LUBBOCK
 DQ0700  USGS QUAD   -  BUSTERVILLE (1985)
 DQ0700
 DQ0700                         *CURRENT SURVEY CONTROL
 DQ0700  ___________________________________________________________________
 DQ0700* NAD 83(1993)-  33 28 33.42871(N)    102 02 11.33148(W)     ADJUSTED  
 DQ0700* NAVD 88     -      1016.33   (+/-2cm)    3334.4    (feet)  VERTCON   
 DQ0700  ___________________________________________________________________
 DQ0700  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 DQ0700  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 DQ0700
 DQ0700  HORZ ORDER  -  FIRST
 DQ0700  VERT ORDER  -  THIRD ? (See Below)
 DQ0700
 DQ0700.The horizontal coordinates were established by classical geodetic methods
 DQ0700.and adjusted by the National Geodetic Survey in February 1996..
 DQ0700
 DQ0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0700.The vertical order pertains to the NGVD 29 superseded value.
 DQ0700
 DQ0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0700
 DQ0700.The geoid height was determined by GEOID03.
 DQ0700
 DQ0700;                    North         East     Units Scale Factor Converg.
 DQ0700;SPC TXNC     - 2,206,165.554   271,385.316   MT  0.99989996   -1 55 43.6
 DQ0700;SPC TXNC     - 7,238,061.49    890,369.99   sFT  0.99989996   -1 55 43.6
 DQ0700;UTM  13      - 3,707,983.654   775,392.108   MT  1.00053513   +1 38 08.4
 DQ0700;UTM  14      - 3,708,179.724   217,825.257   MT  1.00058176   -1 40 33.6
 DQ0700
 DQ0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0700!SPC TXNC     -   0.99984429  x   0.99989996  =   0.99974427
 DQ0700!UTM  13      -   0.99984429  x   1.00053513  =   1.00037934
 DQ0700!UTM  14      -   0.99984429  x   1.00058176  =   1.00042596
 DQ0700
 DQ0700|---------------------------------------------------------------------|
 DQ0700| PID    Reference Object                     Distance      Geod. Az  |
 DQ0700|                                                           dddmmss.s |
 DQ0700| CJ7466 HILL RM 1                            28.654 METERS 00301     |
 DQ0700| CJ7465 HILL AZ MK                                         0890935.8 |
 DQ0700| CJ7467 HILL RM 2                            58.193 METERS 09337     |
 DQ0700|---------------------------------------------------------------------|
 DQ0700
 DQ0700                          SUPERSEDED SURVEY CONTROL
 DQ0700
 DQ0700  NAD 83(1986)-  33 28 33.43696(N)    102 02 11.32396(W) AD(       ) 1
 DQ0700  NAD 27      -  33 28 33.12800(N)    102 02 09.71600(W) AD(       ) 1
 DQ0700  NGVD 29 (07/19/86) 1015.96   (m)         3333.2    (f) LEVELING    3  
 DQ0700
 DQ0700.Superseded values are not recommended for survey control.
 DQ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0700.See file dsdata.txt to determine how the superseded data were derived.
 DQ0700
 DQ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT7539207984(NAD 83)
 DQ0700_MARKER: DS = TRIANGULATION STATION DISK
 DQ0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0700
 DQ0700  HISTORY     - Date     Condition        Report By
 DQ0700  HISTORY     - 1935     MONUMENTED       CGS
 DQ0700  HISTORY     - 1938     GOOD             TXHD
 DQ0700  HISTORY     - 1958     GOOD             CGS
 DQ0700  HISTORY     - 1981     MARK NOT FOUND   NGS
 DQ0700
 DQ0700                          STATION DESCRIPTION
 DQ0700
 DQ0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0700'STATION IS ABOUT 13 MILES SOUTHWEST OF LUBBOCK AND IS LOCATED IN
 DQ0700'THE NORTHWEST QUARTER OF SEC. 22, BLOCK CB.  THE STATION IS
 DQ0700'LOCATED IN THE NORTHWEST QUARTER OF SEC. 22, BLOCK CB.  THE STATION
 DQ0700'IS LOCATED IN THE NORTHWEST CORNER OF THE GARDEN PLOT EAST OF THE
 DQ0700'ORCHARD WHICH IS WEST OF THE HOUSE OF MR. J.C. HILL, THE OWNER
 DQ0700'OF THE LAND.  IT IS 45 FEET SOUTH OF THE FENCE ON THE SOUTH
 DQ0700'SIDE OF THE ROAD AND 83.5 FEET WEST OF THE FENCE ON THE EAST
 DQ0700'SIDE OF THE ORCHARD AND GARDEN PLOT.  THE MARK IS 20 INCHES
 DQ0700'BELOW THE SURFACE OF THE GROUND.
 DQ0700'
 DQ0700'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.  IT IS 31 FEET
 DQ0700'NORTH OF THE CENTER OF THE ROAD AND 14 FEET NORTH OF THE FENCE
 DQ0700'ON THE NORTH SIDE OF THE ROAD.  THE MARK PROJECTS 4 INCHES.
 DQ0700'
 DQ0700'REFERENCE MARK NO. 2 IS EAST OF THE STATION.  IT IS 57.5 FEET
 DQ0700'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 58 FEET
 DQ0700'SOUTH OF THE FENCE CORNER AT THE NORTHWEST CORNER OF THE FARMYARD
 DQ0700'AND 2 FEET EAST OF THE FENCE.  THE MARK PROJECTS 6 INCHES.
 DQ0700'
 DQ0700'AZIMUTH MARK IS ABOUT 0.55 MILE EAST OF THE STATION.  IT IS
 DQ0700'SOUTHWEST OF THE INTERSECTION OF THE SECTION LINE ROADS EAST
 DQ0700'OF THE HILL FARM.  IT IS 25 FEET SOUTH OF THE CENTER OF THE
 DQ0700'EAST-AND-WEST ROAD AND 5-1/2 FEET SOUTH OF THE FENCE AND ALSO
 DQ0700'IS 45 FEET WEST OF THE CENTER OF THE NORTH-AND-SOUTH ROAD AND
 DQ0700'24-1/2 FEET WEST OF THE FENCE.  THE MARK PROJECTS 12 INCHES.
 DQ0700'
 DQ0700'THE STATION IS REACHED FROM WOLFFORT, WHICH IS ABOUT 10 MILES
 DQ0700'SOUTHWEST OF LUBBOCK ON U.S. HIGHWAY 62, BY GOING SOUTHWEST
 DQ0700'ON U.S. HIGHWAY 62 FOR 2.2 MILES, TURN OFF THE HIGHWAY TO THE
 DQ0700'LEFT AND GO SOUTH 1.0 MILE.  TURN EAST AND GO 0.5 MILE TO THE
 DQ0700'HILL FARM ON THE SOUTH SIDE OF THE ROAD.  PASS BETWEEN THE HOUSE
 DQ0700'AND THE BARN AND TURN NORTH INTO THE ORCHARD AND GARDEN PLOT
 DQ0700'AND THE STATION AT THE NORTHWEST CORNER.
 DQ0700'
 DQ0700'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0700'BRONZE DISKS SET AS DESCRIBED.
 DQ0700'
 DQ0700'A 35-FOOT TOWER WAS ERECTED.
 DQ0700
 DQ0700                          STATION RECOVERY (1938)
 DQ0700
 DQ0700'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0700'DESCRIPTION AS GIVEN BY W.R.P. IN REACHING STATION IS SATISFACTORY.
 DQ0700'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DQ0700'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARKS.
 DQ0700
 DQ0700                          STATION RECOVERY (1958)
 DQ0700
 DQ0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 DQ0700'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 DQ0700'AZIMUTH MARK HAS BEEN PULLED OUT BY FARMING ACTION AND IS LOST.
 DQ0700
 DQ0700                          STATION RECOVERY (1981)
 DQ0700
 DQ0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DQ0700'THE STATION AND OTHER MARKS COULD NOT BE FOUND.  THE AREA OF THE
 DQ0700'STATION HAS BEEN COMPLETELY CHANGED.  THE AREA IS NOW CULTIVATED, BUT
 DQ0700'THE UNDERGROUND DISK IS PROBABLY STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1872 ***********************************************************************
 FL1872  DESIGNATION -  HILL
 FL1872  PID         -  FL1872
 FL1872  STATE/COUNTY-  TX/MOORE
 FL1872  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1872
 FL1872                         *CURRENT SURVEY CONTROL
 FL1872  ___________________________________________________________________
 FL1872* NAD 83(1993)-  35 46 00.79259(N)    101 57 22.24988(W)     ADJUSTED  
 FL1872* NAVD 88     -      1102.     (meters)    3615.     (feet)  SCALED    
 FL1872  ___________________________________________________________________
 FL1872  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 FL1872  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL1872
 FL1872  HORZ ORDER  -  SECOND
 FL1872
 FL1872.The horizontal coordinates were established by classical geodetic methods
 FL1872.and adjusted by the National Geodetic Survey in February 1996..
 FL1872
 FL1872.The orthometric height was scaled from a topographic map.
 FL1872
 FL1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1872
 FL1872.The geoid height was determined by GEOID03.
 FL1872
 FL1872;                    North         East     Units Scale Factor Converg.
 FL1872;SPC TX N     - 1,196,109.573   158,751.434   MT  0.99992937   -0 15 51.7
 FL1872;SPC TX N     - 3,924,236.16    520,837.00   sFT  0.99992937   -0 15 51.7
 FL1872;UTM  14      - 3,962,125.134   232,746.701   MT  1.00048022   -1 43 44.0
 FL1872;UTM  13      - 3,962,367.904   775,178.637   MT  1.00053321   +1 46 48.7
 FL1872
 FL1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1872!SPC TX N     -   0.99983127  x   0.99992937  =   0.99976065
 FL1872!UTM  14      -   0.99983127  x   1.00048022  =   1.00031141
 FL1872!UTM  13      -   0.99983127  x   1.00053321  =   1.00036439
 FL1872
 FL1872:                Primary Azimuth Mark                     Grid Az
 FL1872:SPC TX N     -  HILL AZ MK                               195 48 02.2
 FL1872:UTM  14      -  HILL AZ MK                               197 15 54.5
 FL1872:UTM  13      -  HILL AZ MK                               193 45 21.8
 FL1872
 FL1872|---------------------------------------------------------------------|
 FL1872| PID    Reference Object                     Distance      Geod. Az  |
 FL1872|                                                           dddmmss.s |
 FL1872| CJ7468 HILL AZ MK                                         1953210.5 |
 FL1872| CJ7469 HILL RM 1                            13.354 METERS 26742     |
 FL1872| FL1868 DUMAS PHILLIPS PETROLEUM MAST       APPROX. 9.6 KM 3472415.7 |
 FL1872| CJ7470 HILL RM 2                            10.429 METERS 34822     |
 FL1872| FL1873 DUMAS W MUNICIPAL TANK              APPROX.11.0 KM 3512700.9 |
 FL1872|---------------------------------------------------------------------|
 FL1872
 FL1872                          SUPERSEDED SURVEY CONTROL
 FL1872
 FL1872  NAD 83(1993)-  35 46 00.79222(N)    101 57 22.24725(W) AD(       ) 2
 FL1872  NAD 83(1986)-  35 46 00.80061(N)    101 57 22.23942(W) AD(       ) 2
 FL1872  NAD 27      -  35 46 00.65100(N)    101 57 20.58500(W) AD(       ) 2
 FL1872
 FL1872.Superseded values are not recommended for survey control.
 FL1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1872.See file dsdata.txt to determine how the superseded data were derived.
 FL1872
 FL1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3274762125(NAD 83)
 FL1872_MARKER: DS = TRIANGULATION STATION DISK
 FL1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1872
 FL1872  HISTORY     - Date     Condition        Report By
 FL1872  HISTORY     - 1951     MONUMENTED       CGS
 FL1872  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL1872
 FL1872                          STATION DESCRIPTION
 FL1872
 FL1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1872'THE STATION MARK IS LOCATED ON THE TOP OF A PROMINENT RIDGE,
 FL1872'ON THE WEST SIDE OF U.S. HIGHWAY 287, ABOUT 6 MILES AIRLINE
 FL1872'SOUTH OF DUMAS AND ABOUT 29 MILES AIRLINE WEST OF STINNETT.
 FL1872'
 FL1872'TO REACH THE STATION FROM THE MOORE COUNTY COURT HOUSE IN DUMAS,
 FL1872'GO SOUTH ON U.S. HIGHWAY 287 FOR 6.3 MILES TO THE TOP OF A
 FL1872'LONG GRADE FROM THE SOUTH AND THE STATION ON THE RIGHT.
 FL1872'
 FL1872'THE STATION MARK IS A STANDARD DISK STAMPED HILL 1951 SET IN
 FL1872'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 FL1872'ABOVE THE GROUND.  IT IS 44 FEET WEST OF THE CENTERLINE OF
 FL1872'U.S. HIGHWAY 287, 10 FEET SOUTH-SOUTHEAST OF A WHITE WITNESS
 FL1872'POST, AND 6 FEET EAST OF A FENCE LINE.
 FL1872'
 FL1872'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HILL NO 1 1951
 FL1872'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1872'1 INCH ABOVE THE GROUND.  IT IS 28 FEET WEST OF A FENCE LINE
 FL1872'AND THE SAME ELEVATION AS THE STATION.
 FL1872'
 FL1872'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED HILL NO 2 1951
 FL1872'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1872'1 INCH ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A FENCE LINE,
 FL1872'49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND THE SAME
 FL1872'ELEVATION AS THE STATION.
 FL1872'
 FL1872'THE AZIMUTH MARK IS LOCATED NEAR A ROADSIDE MONUMENT ON THE
 FL1872'EAST SIDE OF U.S. HIGHWAY 287, AND IS A STANDARD DISK STAMPED
 FL1872'HILL 1951 SET IN A DRILL HOLE IN A ROCK STEP SET IN FRONT OF
 FL1872'THE MOORE COUNTY MONUMENT.  IT IS 2.8 FEET WEST OF THE PINK
 FL1872'GRANITE MONUMENT AND 39 FEET EAST OF THE CENTERLINE OF THE
 FL1872'HIGHWAY.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH
 FL1872'ON U.S. HIGHWAY 287 FOR 0.4 MILE TO A MONUMENT AND THE AZIMUTH
 FL1872'MARK ON THE LEFT.
 FL1872
 FL1872                          STATION RECOVERY (1962)
 FL1872
 FL1872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL1872'STATION AND R.M.S WERE NOT RECOVERED.  PROBABLY DESTROYED DURING
 FL1872'HWY. CONSTRUCTION.  THE AZ. MK. WAS FOUND AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1085 ***********************************************************************
 CU1085  DESIGNATION -  HILL
 CU1085  PID         -  CU1085
 CU1085  STATE/COUNTY-  TX/HOWARD
 CU1085  USGS QUAD   -  VINCENT (1976)
 CU1085
 CU1085                         *CURRENT SURVEY CONTROL
 CU1085  ___________________________________________________________________
 CU1085* NAD 83(1993)-  32 27 44.02126(N)    101 13 11.35342(W)     ADJUSTED  
 CU1085* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 CU1085  ___________________________________________________________________
 CU1085  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 CU1085  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CU1085
 CU1085  HORZ ORDER  -  FIRST
 CU1085
 CU1085.The horizontal coordinates were established by classical geodetic methods
 CU1085.and adjusted by the National Geodetic Survey in February 1996..
 CU1085
 CU1085.The orthometric height was scaled from a topographic map.
 CU1085
 CU1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1085
 CU1085.The geoid height was determined by GEOID03.
 CU1085
 CU1085;                    North         East     Units Scale Factor Converg.
 CU1085;SPC TXNC     - 2,091,530.282   344,341.011   MT  0.99992516   -1 29 00.1
 CU1085;SPC TXNC     - 6,861,962.27  1,129,725.47   sFT  0.99992516   -1 29 00.1
 CU1085;UTM  14      - 3,593,842.055   291,362.508   MT  1.00013681   -1 11 30.9
 CU1085
 CU1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1085!SPC TXNC     -   0.99988867  x   0.99992516  =   0.99981384
 CU1085!UTM  14      -   0.99988867  x   1.00013681  =   1.00002547
 CU1085
 CU1085|---------------------------------------------------------------------|
 CU1085| PID    Reference Object                     Distance      Geod. Az  |
 CU1085|                                                           dddmmss.s |
 CU1085| CH9572 HILL RM 1                            43.263 METERS 19236     |
 CU1085| CU1102 BIG SPRINGS KWAB TV MW RELAY        APPROX. 8.9 KM 2421112.7 |
 CU1085| CH9571 HILL AZ MK                                         3014100.7 |
 CU1085| CH9573 HILL RM 2                            42.901 METERS 30324     |
 CU1085| CU1060 VINCENT ATT MICROWAVE               APPROX. 6.6 KM 3551558.9 |
 CU1085|---------------------------------------------------------------------|
 CU1085
 CU1085                          SUPERSEDED SURVEY CONTROL
 CU1085
 CU1085  NAD 83(1986)-  32 27 44.02680(N)    101 13 11.34502(W) AD(       ) 1
 CU1085  NAD 27      -  32 27 43.61456(N)    101 13 09.90337(W) AD(       ) 1
 CU1085
 CU1085.Superseded values are not recommended for survey control.
 CU1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1085.See file dsdata.txt to determine how the superseded data were derived.
 CU1085
 CU1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA9136393842(NAD 83)
 CU1085_MARKER: DD = SURVEY DISK
 CU1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1085_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1085
 CU1085  HISTORY     - Date     Condition        Report By
 CU1085  HISTORY     - 1949     MONUMENTED       USGS
 CU1085  HISTORY     - 1968     GOOD             CGS
 CU1085
 CU1085                          STATION DESCRIPTION
 CU1085
 CU1085'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 CU1085'VINCENT, 1.3 MI. S. AND 0.4 MI. E. OF, ON LAND OCCUPIED BY MR. JOHN
 CU1085'C. HILL.  TO REACH FROM CROSSROADS AT VINCENT, GO S. ALONG GRADED RD.
 CU1085'1.05 MI. TO MR. HILLS RESIDENCE, AND TRAIL LEADING E., GO E. 0.35 MI.
 CU1085'TO FENCE CORNER, GO THROUGH GAP ON S. SIDE OF CORNER AND BEAR SSE.
 CU1085'0.3 MI. TO TOP OF HILL AND STATION.
 CU1085'
 CU1085'STATION MARK--STANDARD TABLET STAMPED ---HILL 1949---, IN CONCRETE
 CU1085'POST.
 CU1085'
 CU1085'REFERENCE MARK NO. 1--STANDARD TABLET, 141.85 FT. S. OF STATION, ON
 CU1085'S. SLOPE OF HILL, IN CONCRETE POST, STAMPED ---HILL NO. 1 1949---.
 CU1085'
 CU1085'REFERENCE MARK NO. 2--STANDARD TABLET, 140.71 FT. W. OF STATION, ON
 CU1085'W. SLOPE OF HILL, IN CONCRETE POST, STAMPED ---HILL NO. 2 1949---.
 CU1085
 CU1085                          STATION RECOVERY (1968)
 CU1085
 CU1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1085'THE STATION IS LOCATED ABOUT 21 MILES NORTHEAST OF BIG SPRINGS, 15
 CU1085'MILES SOUTHWEST OF IRA, 1 MILE SOUTH-SOUTHEAST OF THE COLEMAN
 CU1085'COUNTRY STORE ON PROPERTY LEASED BY MR. DAVID BARR.
 CU1085'
 CU1085'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 350 AND
 CU1085'FARM ROAD 1606 IN IRA, GO SOUTHWEST ON STATE HIGHWAY 350 FOR 14.3
 CU1085'MILES TO THE JUNCTION OF FARM ROAD 1205 ON THE RIGHT AND THE
 CU1085'COLEMAN COUNTRY STORE ON THE LEFT.  TURN LEFT, SOUTH, ON BLADED
 CU1085'DIRT ROAD FOR 0.9 MILE TO A GATE ON THE LEFT.  PASS THROUGH GATE
 CU1085'AND GO NORTH ALONG THE EAST SIDE OF A FENCE, ON A FIELD ROAD FOR
 CU1085'0.3 MILE TO THE NORTH END OF THE FIELD.  TURN RIGHT, EAST,
 CU1085'ALONG NORTH SIDE OF THE FIELD FOLLOWING FIELD ROAD FOR 0.25
 CU1085'MILE TO AN OPENING IN THE FENCE ON THE LEFT AND THE AZIMUTH
 CU1085'MARK.  TURN LEFT, PASSING THROUGH OPENING, AND FOLLOW TRACK ROAD
 CU1085'NORTHERLY 0.3 MILE TO THREE GATES.  TURN SHARP RIGHT, PASSING
 CU1085'THROUGH WEST GATE, LEAVING MAIN TRACK ROAD, AND FOLLOW DIM
 CU1085'TRACK ROAD SOUTHERLY FOR 0.4 MILE TO THE TOP OF A RIDGE AND THE
 CU1085'STATION.
 CU1085'
 CU1085'THE STATION MARK IS A U.S. GEOLOGICAL BENCH MARK, STAMPED HILL
 CU1085'1949, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES
 CU1085'IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS LOCATED
 CU1085'ABOUT 100 YARDS NORTHWEST OF THE SOUTHEAST END OF A SMALL RIDGE.
 CU1085'
 CU1085'REFERENCE MARK 1 IS A U.S. GEOLOGICAL REFERENCE MARK, STAMPED
 CU1085'HILL NO 1 1949, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 CU1085'IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE
 CU1085'GROUND.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 CU1085'
 CU1085'REFERENCE MARK 2 IS A U.S. GEOLOGICAL REFERENCE MARK, STAMPED
 CU1085'HILL NO 2 1949, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 CU1085'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 18 INCHES LOWER
 CU1085'THAN THE STATION.
 CU1085'
 CU1085'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HILL 1968, SET IN
 CU1085'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 10 INCHES IN
 CU1085'DIAMETER AND PROJECTS 1 INCH.  IT IS 22.5 FEET EAST OF THE CENTER
 CU1085'OF THE OPENING IN THE FENCE, 4 FEET NORTH-NORTHEAST OF A WOODEN
 CU1085'FENCE POST WITH WITNESS SIGN ATTACHED AND 3.5 FEET NORTH OF THE
 CU1085'FENCE.
 CU1085'
 CU1085'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 CU1085'
 CU1085'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1908 ***********************************************************************
 FL1908  DESIGNATION -  HILL
 FL1908  PID         -  FL1908
 FL1908  STATE/COUNTY-  TX/HEMPHILL
 FL1908  USGS QUAD   -  YOUNG RANCH (1967)
 FL1908
 FL1908                         *CURRENT SURVEY CONTROL
 FL1908  ___________________________________________________________________
 FL1908* NAD 83(1993)-  35 38 02.60116(N)    100 27 04.14077(W)     ADJUSTED  
 FL1908* NAVD 88     -       886.     (meters)    2907.     (feet)  SCALED    
 FL1908  ___________________________________________________________________
 FL1908  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 FL1908  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FL1908
 FL1908  HORZ ORDER  -  THIRD
 FL1908
 FL1908.The horizontal coordinates were established by classical geodetic methods
 FL1908.and adjusted by the National Geodetic Survey in February 1996..
 FL1908
 FL1908.The orthometric height was scaled from a topographic map.
 FL1908
 FL1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1908
 FL1908.The geoid height was determined by GEOID03.
 FL1908
 FL1908;                    North         East     Units Scale Factor Converg.
 FL1908;SPC TX N     - 1,181,781.381   294,993.557   MT  0.99991797   +0 36 28.2
 FL1908;SPC TX N     - 3,877,227.75    967,824.69   sFT  0.99991797   +0 36 28.2
 FL1908;UTM  14      - 3,944,330.684   368,605.165   MT  0.99981275   -0 50 44.1
 FL1908
 FL1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1908!SPC TX N     -   0.99986517  x   0.99991797  =   0.99978315
 FL1908!UTM  14      -   0.99986517  x   0.99981275  =   0.99967795
 FL1908
 FL1908|---------------------------------------------------------------------|
 FL1908| PID    Reference Object                     Distance      Geod. Az  |
 FL1908|                                                           dddmmss.s |
 FL1908| CK9868 HILL RM 1                            25.220 METERS 08916     |
 FL1908| FL1906 F 547 RESET                          29.414 METERS 16640     |
 FL1908| FL0087 D 547                                              1803416.5 |
 FL1908|---------------------------------------------------------------------|
 FL1908
 FL1908                          SUPERSEDED SURVEY CONTROL
 FL1908
 FL1908  NAD 83(1993)-  35 38 02.60192(N)    100 27 04.14012(W) AD(       ) 3
 FL1908  NAD 83(1986)-  35 38 02.60581(N)    100 27 04.12965(W) AD(       ) 3
 FL1908  NAD 27      -  35 38 02.44400(N)    100 27 02.66400(W) AD(       ) 3
 FL1908
 FL1908.Superseded values are not recommended for survey control.
 FL1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1908.See file dsdata.txt to determine how the superseded data were derived.
 FL1908
 FL1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE6860544331(NAD 83)
 FL1908_MARKER: DS = TRIANGULATION STATION DISK
 FL1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1908_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1908
 FL1908  HISTORY     - Date     Condition        Report By
 FL1908  HISTORY     - 1951     MONUMENTED       CGS
 FL1908
 FL1908                          STATION DESCRIPTION
 FL1908
 FL1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1908'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF NEW MOBEETIE, 30
 FL1908'FEET NORTH OF AN IMPROVED ROAD, 20 FEET EAST OF A GRADED DIRT
 FL1908'ROAD, 6 FEET SOUTH OF AN EAST-WEST FENCE, 6 FEET EAST OF A
 FL1908'WITNESS POST, AND ON THE RIGHT-OF-WAY OF THE IMPROVED ROAD.  THE
 FL1908'STATION MARK IS A BRONZE DISK STAMPED HILL 1951, AND IS SET IN
 FL1908'A ROUND CONCRETE POST THAT PROJECTS 5 INCHES.
 FL1908'
 FL1908'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE IMPROVED ROAD
 FL1908'AND 4 FEET SOUTH OF AN EAST-WEST FENCE.  THE MARK IS A BRONZE
 FL1908'DISK STAMPED HILL NO 1 1951, AND IS SET IN A ROUND CONCRETE
 FL1908'POST THAT PROJECTS 2 INCHES.
 FL1908'
 FL1908'BENCH MARK F 547 RESET 1950 IS 35 FEET SOUTH OF THE IMPROVED ROAD
 FL1908'AND 1 FOOT NORTH OF AN EAST-WEST FENCE.  THE MARK IS A BRONZE
 FL1908'DISK STAMPED 547 RESET 1950, AND IS SET IN A 4 X 4 PRECAST CONCRETE
 FL1908'POST THAT IS FLUSH WITH THE GROUND.  THE F IN THE STAMPING
 FL1908'ON THE MARK HAS BEEN SCRATCHED OFF AND IS NOT VISABLE.  THE
 FL1908'MARK WAS USED AS REFERENCE MARK NO. 2.
 FL1908'
 FL1908'BENCH MARK D 547 IS LOCATED ABOUT 1.0 MILE SOUTH OF THE STATION,
 FL1908'45 FEET SOUTHWEST OF A T-INTERSECTION WEST, 5 FEET WEST OF A
 FL1908'TELEPHONE POLE, AND 3 FEET NORTH OF AN EAST-WEST FENCE.  THE MARK
 FL1908'IS A BRONZE DISK STAMPED D 547 1935, AND IS SET IN A 4 X 4 PRECAST
 FL1908'CONCRETE POST THAT PROJECTS 5 INCHES.  THIS MARK WAS USED AS
 FL1908'AN AZIMUTH MARK.
 FL1908'
 FL1908'TO REACH THE STATION FROM THE COURTHOUSE IN WHEELER.  GO
 FL1908'NORTH ON U.S. HIGHWAY 83 FOR 13.4 MILES TO A CROSSROADS AT THE
 FL1908'COUNTY LINE, CONTINUE NORTH FOR 1.2 MILES TO A CROSSROADS, TURN
 FL1908'WEST ON THE IMPROVED ROAD AND GO 6.0 MILES TO A CROSS ROAD, AND
 FL1908'THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH
 FL1908'MARK FROM THE STATION, GO SOUTH ON A GRADED DIRT ROAD FOR 1.0
 FL1908'MILE TO THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6163 ***********************************************************************
 AW6163  DESIGNATION -  HILL 1930
 AW6163  PID         -  AW6163
 AW6163  STATE/COUNTY-  TX/HARRIS
 AW6163  USGS QUAD   -  MORGANS POINT (1993)
 AW6163
 AW6163                         *CURRENT SURVEY CONTROL
 AW6163  ___________________________________________________________________
 AW6163* NAD 83(1993)-  29 41 47.51532(N)    094 56 29.04150(W)     ADJUSTED  
 AW6163* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6163  ___________________________________________________________________
 AW6163  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW6163  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6163
 AW6163  HORZ ORDER  -  THIRD
 AW6163
 AW6163.The horizontal coordinates were established by classical geodetic methods
 AW6163.and adjusted by the National Geodetic Survey in February 1996..
 AW6163
 AW6163.The orthometric height was scaled from a topographic map.
 AW6163
 AW6163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6163
 AW6163.The geoid height was determined by GEOID03.
 AW6163
 AW6163;                    North         East     Units Scale Factor Converg.
 AW6163;SPC TXSC     - 4,213,306.861   992,660.398   MT  0.99988309   +1 59 18.1
 AW6163;SPC TXSC     -13,823,157.59  3,256,753.32   sFT  0.99988309   +1 59 18.1
 AW6163;UTM  15      - 3,286,736.273   312,170.916   MT  1.00003531   -0 57 43.4
 AW6163
 AW6163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6163!SPC TXSC     -   1.00000427  x   0.99988309  =   0.99988736
 AW6163!UTM  15      -   1.00000427  x   1.00003531  =   1.00003958
 AW6163
 AW6163                          SUPERSEDED SURVEY CONTROL
 AW6163
 AW6163  NAD 83(1986)-  29 41 47.53178(N)    094 56 29.02274(W) AD(       ) 3
 AW6163  NAD 27      -  29 41 46.71197(N)    094 56 28.29496(W) AD(       ) 3
 AW6163
 AW6163.Superseded values are not recommended for survey control.
 AW6163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6163.See file dsdata.txt to determine how the superseded data were derived.
 AW6163
 AW6163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1217186736(NAD 83)
 AW6163_MARKER: DS = TRIANGULATION STATION DISK
 AW6163_SETTING: 0 = UNSPECIFIED SETTING
 AW6163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6163
 AW6163  HISTORY     - Date     Condition        Report By
 AW6163  HISTORY     - 1930     MONUMENTED       CGS
 AW6163  HISTORY     - 1952     GOOD             CGS
 AW6163  HISTORY     - 1966     MARK NOT FOUND   CGS
 AW6163  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6163  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6163
 AW6163                          STATION DESCRIPTION
 AW6163
 AW6163'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6163'LOCATED ABOUT 2 MILES E OF EVERGREEN POINT AND ABOUT 1-1/4 MILES
 AW6163'N OF CEDAR BAYOU JETTY LIGHT.  STATION IS 68 METERS N OF THE
 AW6163'SHORELINE OF UPPER GALVESTON BAY, ON TOP OF 19-FOOT HILL, 20
 AW6163'METERS BACK FROM ITS EDGE.  IT IS ON THE W EDGE OF A MEADOW
 AW6163'BOUNDED BY HEAVY WOODS ON THE W AND ABOUT 35 METERS FROM A
 AW6163'FORKED RAVINE ON THE W.
 AW6163'
 AW6163'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6163'
 AW6163'REFERENCE MARK 1 IS 23.25 METERS FROM STATION N 89 DEG W.
 AW6163'281 DEG.
 AW6163'
 AW6163'REFERENCE MARK 2 IS 24.34 METERS FROM STATION S 02 DEG W.
 AW6163'182 DEG.
 AW6163
 AW6163                          STATION RECOVERY (1952)
 AW6163
 AW6163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6163'STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 AW6163'AND 2 WERE RECOVERED IN POOR CONDITION.  THE PREVIOUS DESCRIPTION
 AW6163'IS ADEQUATE WITH THE FOLLOWING ADDITIONS--TO REACH STATION
 AW6163'FROM THE W END OF CEDAR BAYOU BRIDGE TRAVEL W ALONG THE
 AW6163'HARD-SURFACED ROAD FOR 1.6 MILES TO TELEPHONE POLE L-20 AND A
 AW6163'DENSE WOODS LINE TO THE S, THENCE WALK S ALONG WOODS LINE TO THE
 AW6163'SHORE OF GALVESTON BAY AND STATION SITE.  STATION IS LOCATED IN
 AW6163'A CLEARED FIELD APPROXIMATELY 210 FEET E OF THE WOODS LINE AND
 AW6163'2 FEET S OF A 4- BY 4-INCH WITNESS POST.  STATION IS MARKED BY
 AW6163'A 1/2-INCH BRASS ROD, NOT STAMPED, AND SET IN A 6- BY 6-INCH
 AW6163'CONCRETE MONUMENT PROJECTING 6 INCHES.  REFERENCE MARKS 1
 AW6163'AND 2 ARE MARKED BY STANDARD DISKS STAMPED R.M. 1 AND R.M. 2
 AW6163'AND SET IN A 6-INCH CONCRETE MONUMENT PROJECTING 6 INCHES.
 AW6163
 AW6163                          STATION RECOVERY (1966)
 AW6163
 AW6163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAR)
 AW6163'GONE.  THE STATION WAS FOUND LYING IN THE WATER.  THE REFERENCE
 AW6163'MARKS COULD NOT BE FOUND.
 AW6163
 AW6163                          STATION RECOVERY (1996)
 AW6163
 AW6163'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6163'MARK NOT FOUND.
 AW6163
 AW6163                          STATION RECOVERY (1997)
 AW6163
 AW6163'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1040 ***********************************************************************
 BL1040  DESIGNATION -  HILL AZ MK
 BL1040  PID         -  BL1040
 BL1040  STATE/COUNTY-  TX/WALKER
 BL1040  USGS QUAD   -  MAYNARD (1997)
 BL1040
 BL1040                         *CURRENT SURVEY CONTROL
 BL1040  ___________________________________________________________________
 BL1040* NAD 83(1986)-  30 31 45.     (N)    095 21 24.     (W)     SCALED    
 BL1040* NAVD 88     -       122.30   (+/-2cm)     401.2    (feet)  VERTCON   
 BL1040  ___________________________________________________________________
 BL1040  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL1040
 BL1040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1040
 BL1040.The horizontal coordinates were scaled from a topographic map and have
 BL1040.an estimated accuracy of +/- 6 seconds.
 BL1040
 BL1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1040.The vertical order pertains to the NGVD 29 superseded value.
 BL1040
 BL1040.The geoid height was determined by GEOID03.
 BL1040
 BL1040;                    North         East    Units  Estimated Accuracy
 BL1040;SPC TX C     - 3,106,290.    1,177,410.      MT  (+/- 180 meters Scaled)
 BL1040
 BL1040                          SUPERSEDED SURVEY CONTROL
 BL1040
 BL1040  NGVD 29 (??/??/92)  122.307  (m)          401.27   (f) ADJ UNCH    2 0
 BL1040
 BL1040.Superseded values are not recommended for survey control.
 BL1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1040.See file dsdata.txt to determine how the superseded data were derived.
 BL1040
 BL1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP738797(NAD 83)
 BL1040_MARKER: DZ = AZIMUTH MARK DISK
 BL1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1040_STAMPING: HILL 1942
 BL1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1040+STABILITY: SURFACE MOTION
 BL1040
 BL1040  HISTORY     - Date     Condition        Report By
 BL1040  HISTORY     - 1942     MONUMENTED       CGS
 BL1040  HISTORY     - 1947     GOOD             NGS
 BL1040  HISTORY     - 1957     GOOD             NGS
 BL1040
 BL1040                          STATION DESCRIPTION
 BL1040
 BL1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1040'7.6 MI SW FROM EVERGREEN.
 BL1040'7.6 MILES SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1040'EVERGREEN, 8.0 MILES EAST OF THE RAILROAD STATION AT NEW WAVERLY, 93
 BL1040'YARDS WEST OF A COUNTY LINE MARKER, 86 YARDS WEST OF A CONCRETE
 BL1040'CULVERT, 38.0 FEET NORTH OF AND 2.0 FEET HIGHER THAN THE CENTER LINE
 BL1040'OF THE HIGHWAY, 28.0 FEET EAST OF A 16 INCH PINE TREE, 8.0 FEET WEST
 BL1040'OF A TRIANGULAR BLAZED 14 INCH PINE TREE, AT A CURVE IN THE HIGHWAY,
 BL1040'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 BL1040'GROUND.
 BL1040
 BL1040                          STATION RECOVERY (1957)
 BL1040
 BL1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BL1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1094 ***********************************************************************
 CA1094  DESIGNATION -  HILL ET
 CA1094  PID         -  CA1094
 CA1094  STATE/COUNTY-  TX/MCCULLOCH
 CA1094  USGS QUAD   -  ROCHELLE (1979)
 CA1094
 CA1094                         *CURRENT SURVEY CONTROL
 CA1094  ___________________________________________________________________
 CA1094* NAD 83(1993)-  31 13 59.16281(N)    099 09 49.68488(W)     ADJUSTED  
 CA1094* NAVD 88     -       536.3    (meters)    1760.     (feet)  VERTCON   
 CA1094  ___________________________________________________________________
 CA1094  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 CA1094  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CA1094
 CA1094  HORZ ORDER  -  THIRD
 CA1094
 CA1094.The horizontal coordinates were established by classical geodetic methods
 CA1094.and adjusted by the National Geodetic Survey in February 1996..
 CA1094
 CA1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1094
 CA1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1094
 CA1094.The geoid height was determined by GEOID03.
 CA1094
 CA1094;                    North         East     Units Scale Factor Converg.
 CA1094;SPC TX C     - 3,174,233.485   811,408.347   MT  0.99988989   +0 36 08.6
 CA1094;SPC TX C     -10,414,131.03  2,662,095.55   sFT  0.99988989   +0 36 08.6
 CA1094;UTM  14      - 3,455,447.384   484,400.687   MT  0.99960300   -0 05 05.8
 CA1094
 CA1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1094!SPC TX C     -   0.99991956  x   0.99988989  =   0.99980946
 CA1094!UTM  14      -   0.99991956  x   0.99960300  =   0.99952259
 CA1094
 CA1094:                Primary Azimuth Mark                     Grid Az
 CA1094:SPC TX C     -  PRICE ET                                 266 14 38.1
 CA1094:UTM  14      -  PRICE ET                                 266 55 52.5
 CA1094
 CA1094|---------------------------------------------------------------------|
 CA1094| PID    Reference Object                     Distance      Geod. Az  |
 CA1094|                                                           dddmmss.s |
 CA1094| CA1095 PRICE ET                            APPROX. 4.0 KM 2665046.7 |
 CA1094|---------------------------------------------------------------------|
 CA1094
 CA1094                          SUPERSEDED SURVEY CONTROL
 CA1094
 CA1094  NAD 83(1986)-  31 13 59.17190(N)    099 09 49.67066(W) AD(       ) 3
 CA1094  NAD 27      -  31 13 58.58033(N)    099 09 48.49410(W) AD(       ) 3
 CA1094  NGVD 29 (07/19/86)  536.2    (m)         1759.     (f) VERT ANG       
 CA1094
 CA1094.Superseded values are not recommended for survey control.
 CA1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1094.See file dsdata.txt to determine how the superseded data were derived.
 CA1094
 CA1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV8440155447(NAD 83)
 CA1094_MARKER: DD = SURVEY DISK
 CA1094_SETTING: 0 = UNSPECIFIED SETTING
 CA1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1094
 CA1094  HISTORY     - Date     Condition        Report By
 CA1094  HISTORY     - 1961     MONUMENTED       USGS
 CA1094
 CA1094                          STATION DESCRIPTION
 CA1094
 CA1094'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CA1094'LOCATED ABOUT 3.0 MI. (AIRLINE) E. OF ROCHELLE, TEXAS, AT S. EDGE OF
 CA1094'U.S. HIGHWAY 190, AT PROMINENT CUT.
 CA1094'
 CA1094'TO REACH STATION FROM COURTHOUSE AT BRADY, TEXAS, DRIVE N. ON U.S.
 CA1094'HIGHWAY 377 0.8 MI. TO JUNCTION OF U.S. HIGHWAY 190, TURN E. AND GO
 CA1094'12.7 MI. ALONG HIGHWAY 190 TO PROMINENT CUT IN HIGHWAY (3.0 MI. E. OF
 CA1094'POST OFFICE AT ROCHELLE, TEXAS) AND STATION ON S. BANK.
 CA1094'
 CA1094'STATION MARK--STANDARD TABLET CEMENTED ON TOP OF CONCRETE POST
 CA1094'PROJECTING ABOUT 0.2 FT. ABOVE GROUND, STAMPED ---HILL-ET 1961---.
 CA1094'
 CA1094'REFERENCE MARK--CONCRETE POST HIGHWAY MARKER, 5.77 FT.,
 CA1094'N 61 DEG 08 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1038 ***********************************************************************
 BL1038  DESIGNATION -  HILL RM 1
 BL1038  PID         -  BL1038
 BL1038  STATE/COUNTY-  TX/WALKER
 BL1038  USGS QUAD   -  MAYNARD (1997)
 BL1038
 BL1038                         *CURRENT SURVEY CONTROL
 BL1038  ___________________________________________________________________
 BL1038* NAD 83(1986)-  30 31 32.     (N)    095 20 58.     (W)     SCALED    
 BL1038* NAVD 88     -       129.78   (+/-2cm)     425.8    (feet)  VERTCON   
 BL1038  ___________________________________________________________________
 BL1038  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL1038
 BL1038  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1038
 BL1038.The horizontal coordinates were scaled from a topographic map and have
 BL1038.an estimated accuracy of +/- 6 seconds.
 BL1038
 BL1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1038.The vertical order pertains to the NGVD 29 superseded value.
 BL1038
 BL1038.The geoid height was determined by GEOID03.
 BL1038
 BL1038;                    North         East    Units  Estimated Accuracy
 BL1038;SPC TX C     - 3,105,930.    1,178,120.      MT  (+/- 180 meters Scaled)
 BL1038
 BL1038                          SUPERSEDED SURVEY CONTROL
 BL1038
 BL1038  NGVD 29 (??/??/92)  129.782  (m)          425.79   (f) ADJ UNCH    2 0
 BL1038
 BL1038.Superseded values are not recommended for survey control.
 BL1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1038.See file dsdata.txt to determine how the superseded data were derived.
 BL1038
 BL1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP745793(NAD 83)
 BL1038_MARKER: DR = REFERENCE MARK DISK
 BL1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1038_STAMPING: HILL NO 1 1942
 BL1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1038+STABILITY: SURFACE MOTION
 BL1038
 BL1038  HISTORY     - Date     Condition        Report By
 BL1038  HISTORY     - 1942     MONUMENTED       CGS
 BL1038  HISTORY     - 1947     GOOD             NGS
 BL1038  HISTORY     - 1982     GOOD             LOCSUR
 BL1038
 BL1038                          STATION DESCRIPTION
 BL1038
 BL1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1038'7.2 MI SW FROM EVERGREEN.
 BL1038'7.2 MILES SOUTHWEST ALONG TEXAS STATE HIGHWAY 150 FROM THE POST OFFICE
 BL1038'AT EVERGREEN, ABOUT 88 YARDS SOUTHEAST OF A FARMHOUSE AND ACROSS THE
 BL1038'HIGHWAY FROM IT, 73.7 FEET NORTHEAST OF A 30-INCH OAK TREE, 105.3 FEET
 BL1038'NORTHEAST OF THE TRIANGULATION STATION, 620 FEET WEST NORTHWEST OF A 3
 BL1038'FOOT OAK TREE, 44.0 FEET SOUTH OF AND 1 FOOT HIGHER THAN THE CENTER
 BL1038'LINE OF THE HIGHWAY, 2.0 FEET EAST OF A 4X4 MARKER POST, SET IN THE
 BL1038'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF
 BL1038'THE GROUND.
 BL1038
 BL1038                          STATION RECOVERY (1982)
 BL1038
 BL1038'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 BL1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1039 ***********************************************************************
 BL1039  DESIGNATION -  HILL RM 2
 BL1039  PID         -  BL1039
 BL1039  STATE/COUNTY-  TX/WALKER
 BL1039  USGS QUAD   -  MAYNARD (1997)
 BL1039
 BL1039                         *CURRENT SURVEY CONTROL
 BL1039  ___________________________________________________________________
 BL1039* NAD 83(1986)-  30 31 32.     (N)    095 21 00.     (W)     SCALED    
 BL1039* NAVD 88     -       128.76   (+/-2cm)     422.4    (feet)  VERTCON   
 BL1039  ___________________________________________________________________
 BL1039  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL1039
 BL1039  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1039
 BL1039.The horizontal coordinates were scaled from a topographic map and have
 BL1039.an estimated accuracy of +/- 6 seconds.
 BL1039
 BL1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1039.The vertical order pertains to the NGVD 29 superseded value.
 BL1039
 BL1039.The geoid height was determined by GEOID03.
 BL1039
 BL1039;                    North         East    Units  Estimated Accuracy
 BL1039;SPC TX C     - 3,105,920.    1,178,070.      MT  (+/- 180 meters Scaled)
 BL1039
 BL1039                          SUPERSEDED SURVEY CONTROL
 BL1039
 BL1039  NGVD 29 (??/??/92)  128.767  (m)          422.46   (f) ADJ UNCH    2 0
 BL1039
 BL1039.Superseded values are not recommended for survey control.
 BL1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1039.See file dsdata.txt to determine how the superseded data were derived.
 BL1039
 BL1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP745793(NAD 83)
 BL1039_MARKER: DR = REFERENCE MARK DISK
 BL1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1039_STAMPING: HILL NO 2 1942
 BL1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1039+STABILITY: SURFACE MOTION
 BL1039
 BL1039  HISTORY     - Date     Condition        Report By
 BL1039  HISTORY     - 1942     MONUMENTED       CGS
 BL1039  HISTORY     - 1947     GOOD             NGS
 BL1039
 BL1039                          STATION DESCRIPTION
 BL1039
 BL1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1039'7.2 MI SW FROM EVERGREEN.
 BL1039'7.2 MILES SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1039'EVERGREEN, 62 YARDS EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 54
 BL1039'YARDS SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A HOUSE, 100.0 FEET
 BL1039'NORTHWEST OF TRIANGULATION STATION HILL, 63.0 FEET NORTH OF A 30 INCH
 BL1039'FORKED OAK TREE, 53.3 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE OF
 BL1039'THE HIGHWAY, 42.0 FEET WEST OF A POLE, 3.5 FEET SOUTHWEST OF A WITNESS
 BL1039'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BL1039'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1655 ***********************************************************************
 FL1655  DESIGNATION -  HILLARD
 FL1655  PID         -  FL1655
 FL1655  STATE/COUNTY-  TX/CARSON
 FL1655  USGS QUAD   -  MC BRIDE (1978)
 FL1655
 FL1655                         *CURRENT SURVEY CONTROL
 FL1655  ___________________________________________________________________
 FL1655* NAD 83(1993)-  35 37 17.14142(N)    101 29 00.58556(W)     ADJUSTED  
 FL1655* NAVD 88     -      1022.     (meters)    3353.     (feet)  SCALED    
 FL1655  ___________________________________________________________________
 FL1655  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FL1655  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FL1655
 FL1655  HORZ ORDER  -  FIRST
 FL1655
 FL1655.The horizontal coordinates were established by classical geodetic methods
 FL1655.and adjusted by the National Geodetic Survey in February 1996..
 FL1655
 FL1655.The orthometric height was scaled from a topographic map.
 FL1655
 FL1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1655
 FL1655.The geoid height was determined by GEOID03.
 FL1655
 FL1655;                    North         East     Units Scale Factor Converg.
 FL1655;SPC TX N     - 1,179,876.656   201,495.018   MT  0.99991716   +0 00 34.4
 FL1655;SPC TX N     - 3,870,978.66    661,071.57   sFT  0.99991716   +0 00 34.4
 FL1655;UTM  14      - 3,944,800.761   275,080.691   MT  1.00022344   -1 26 49.4
 FL1655
 FL1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1655!SPC TX N     -   0.99984375  x   0.99991716  =   0.99976093
 FL1655!UTM  14      -   0.99984375  x   1.00022344  =   1.00006716
 FL1655
 FL1655:                Primary Azimuth Mark                     Grid Az
 FL1655:SPC TX N     -  HILLARD AZ MK                            042 17 03.8
 FL1655:UTM  14      -  HILLARD AZ MK                            043 44 27.6
 FL1655
 FL1655|---------------------------------------------------------------------|
 FL1655| PID    Reference Object                     Distance      Geod. Az  |
 FL1655|                                                           dddmmss.s |
 FL1655| CJ7471 HILLARD AZ MK                                      0421738.2 |
 FL1655| FL1661 BORGER MUNICIPAL TANK               APPROX.10.3 KM 0571042.2 |
 FL1655| FL1663 BORGER JM HUBER CORP WATER TK       APPROX. 7.8 KM 0675609.7 |
 FL1655| CJ7472 HILLARD RM 1                         11.220 METERS 07646     |
 FL1655| CJ7473 HILLARD RM 2                         14.825 METERS 23734     |
 FL1655| FL1839 FRITCH NATURAL GAS PLINE STACK      APPROX. 9.9 KM 2893359.5 |
 FL1655|---------------------------------------------------------------------|
 FL1655
 FL1655                          SUPERSEDED SURVEY CONTROL
 FL1655
 FL1655  NAD 83(1993)-  35 37 17.14330(N)    101 29 00.58234(W) AD(       ) 1
 FL1655  NAD 83(1986)-  35 37 17.14878(N)    101 29 00.57562(W) AD(       ) 1
 FL1655  NAD 27      -  35 37 16.99300(N)    101 28 58.96800(W) AD(       ) 1
 FL1655
 FL1655.Superseded values are not recommended for survey control.
 FL1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1655.See file dsdata.txt to determine how the superseded data were derived.
 FL1655
 FL1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE7508144801(NAD 83)
 FL1655_MARKER: DS = TRIANGULATION STATION DISK
 FL1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1655
 FL1655  HISTORY     - Date     Condition        Report By
 FL1655  HISTORY     - 1951     MONUMENTED       CGS
 FL1655
 FL1655                          STATION DESCRIPTION
 FL1655
 FL1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1655'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASSY HILL,
 FL1655'ABOUT 16 MILES SOUTH OF STINNETT, 4 MILES SOUTHWEST OF BORGER, 3
 FL1655'MILES SOUTH OF PHILLIPS RUBBER REFINERY, 250 FEET NORTHWEST OF
 FL1655'A SMALL TIN BUILDING, 150 FEET WEST OF THE CENTERLINE OF THE
 FL1655'NORTH-SOUTH DIRT ROAD AND 6 FEET SOUTH OF A WHITE WITNESS
 FL1655'POST.
 FL1655'
 FL1655'TO REACH, FROM THE JUNCTION OF STATE HIGHWAY 117 AND 136 IN
 FL1655'BORGER, GO WEST, ON STATE HIGHWAY 136, FOR 3.5 MILES TO SIDE
 FL1655'ROAD LEFT.  TURN LEFT, AND GO SOUTH 0.1 MILE TO CROSS ROADS AND
 FL1655'THE J.M. HUBER PLANT.  TURN RIGHT, AND GO WEST 0.05 MILE.  TURN
 FL1655'LEFT, AND GO SOUTH, ON MAIN TRAVELED ROAD 1.0 MILE TO FORKS.
 FL1655'TAKE RIGHT FORK, AND GO SOUTH 0.2 MILE TO FORKS JUST AFTER
 FL1655'PASSING OVER CATTLE GUARD.  TAKE CENTER FORK OF THREE, AND GO
 FL1655'SOUTH, AND FOLLOW ALONG THE EAST SIDE OF POWER LINE 0.2
 FL1655'MILE TO THE AZIMUTH MARK.  CONTINUE SOUTH, ON DIRT ROAD 0.7
 FL1655'MILE TO CROSS ROADS.  CONTINUE STRAIGHT AHEAD, AND GO SOUTH
 FL1655'0.1 MILE.  TURN RIGHT, AND GO WEST, UP SLOPE OF HILL 0.15
 FL1655'MILE TO HIGHEST POINT OF HILL AND THE STATION.
 FL1655'
 FL1655'THE STATION MARK IS A STANDARD DISK, STAMPED HILLARD 1951,
 FL1655'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1655'PROJECTS ABOUT 3 INCHES.
 FL1655'
 FL1655'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HILLARD NO 1
 FL1655'1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1655'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 FL1655'AS THE STATION.
 FL1655'
 FL1655'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HILLARD
 FL1655'NO 2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 FL1655'WHICH PROJECTS ABOUT 5 INCHES AND IS ABOUT THE SAME ELEVATION AS
 FL1655'THE STATION.
 FL1655'
 FL1655'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HILLARD 1951,
 FL1655'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 FL1655'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED ALONG THE WEST SIDE
 FL1655'OF THE DIRT ROAD AND DIRECTLY UNDER THE POWER LINE, ABOUT
 FL1655'24 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD AND 12 FEET SOUTH
 FL1655'OF A POWER LINE POLE.
 FL1655'
 FL1655'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1912 ***********************************************************************
 AY1912  DESIGNATION -  HILLCREST
 AY1912  PID         -  AY1912
 AY1912  STATE/COUNTY-  TX/BEXAR
 AY1912  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1912
 AY1912                         *CURRENT SURVEY CONTROL
 AY1912  ___________________________________________________________________
 AY1912* NAD 83(1993)-  29 28 54.09633(N)    098 34 01.68342(W)     ADJUSTED  
 AY1912* NAVD 88     -       296.3    (meters)     972.     (feet)  VERTCON   
 AY1912  ___________________________________________________________________
 AY1912  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 AY1912  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AY1912
 AY1912  HORZ ORDER  -  FIRST
 AY1912
 AY1912.The horizontal coordinates were established by classical geodetic methods
 AY1912.and adjusted by the National Geodetic Survey in February 1996..
 AY1912
 AY1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1912
 AY1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1912
 AY1912.The geoid height was determined by GEOID03.
 AY1912
 AY1912;                    North         East     Units Scale Factor Converg.
 AY1912;SPC TXSC     - 4,182,759.635   641,975.228   MT  0.99986651   +0 12 43.4
 AY1912;SPC TXSC     -13,722,937.24  2,106,213.73   sFT  0.99986651   +0 12 43.4
 AY1912;UTM  14      - 3,261,433.055   541,964.343   MT  0.99962173   +0 12 46.9
 AY1912
 AY1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1912!SPC TXSC     -   0.99995742  x   0.99986651  =   0.99982393
 AY1912!UTM  14      -   0.99995742  x   0.99962173  =   0.99957916
 AY1912
 AY1912:                Primary Azimuth Mark                     Grid Az
 AY1912:SPC TXSC     -  SAN ANTONIO JOHN F CAMP TANK             010 58 52.2
 AY1912:UTM  14      -  SAN ANTONIO JOHN F CAMP TANK             010 58 48.7
 AY1912
 AY1912|---------------------------------------------------------------------|
 AY1912| PID    Reference Object                     Distance      Geod. Az  |
 AY1912|                                                           dddmmss.s |
 AY1912| AY1914 SAN ANTONIO JOHN F CAMP TANK        APPROX. 1.3 KM 0111135.6 |
 AY1912| AY1960 SAN ANTONIO CAS HILLS MUN TK        APPROX. 6.5 KM 0460814.9 |
 AY1912| AY1904 SAN ANTONIO LANDA ROAD MUN TK       APPROX. 2.8 KM 0532704.2 |
 AY1912| AY1905 HILLCREST 1924 RM                    26.647 METERS 07350     |
 AY1912| AY1917 SAN ANTONIO JEFFERSON HS DOME       APPROX. 3.3 KM 1240502.0 |
 AY1912| AY1869 SAN ANTONIO TRANSIT TWR TV MST      APPROX. 9.8 KM 1313404.1 |
 AY1912| AY1908 SAN ANTONIO PROT ORPH HOME TK       APPROX. 3.0 KM 1523732.5 |
 AY1912| CV5181 HILLCREST RM 2                       17.320 METERS 17638     |
 AY1912| AY1911 KELLY FIELD CONC WATER TANK         APPROX. 9.8 KM 1840847.9 |
 AY1912| AY1922 SAN ANTONIO AIR CADET C NE TK       APPROX.11.3 KM 2021434.9 |
 AY1912| AY1918 SAN ANTONIO AIR CADET C SW TK       APPROX.12.3 KM 2070329.5 |
 AY1912| CV5180 HILLCREST AZ MK                                    2235956.6 |
 AY1912| AY1919 SAN ANTONIO CLUB OVAL DRIVE TK      APPROX. 2.5 KM 2273850.8 |
 AY1912| AY1900 SAN ANTONIO WOODLWN HILL SPIPE      APPROX. 1.4 KM 2492614.3 |
 AY1912|---------------------------------------------------------------------|
 AY1912
 AY1912                          SUPERSEDED SURVEY CONTROL
 AY1912
 AY1912  NAD 83(1986)-  29 28 54.10099(N)    098 34 01.66590(W) AD(       ) 1
 AY1912  NAD 27      -  29 28 53.27100(N)    098 34 00.59600(W) AD(       ) 1
 AY1912  NGVD 29 (07/19/86)  296.2    (m)          972.     (f) VERT ANG       
 AY1912
 AY1912.Superseded values are not recommended for survey control.
 AY1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1912.See file dsdata.txt to determine how the superseded data were derived.
 AY1912
 AY1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4196461433(NAD 83)
 AY1912_MARKER: DS = TRIANGULATION STATION DISK
 AY1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1912
 AY1912  HISTORY     - Date     Condition        Report By
 AY1912  HISTORY     - 1924     MONUMENTED       CGS
 AY1912  HISTORY     - 1934     GOOD             TSI
 AY1912  HISTORY     - 1937     GOOD             CGS
 AY1912  HISTORY     - 1937     GOOD             TXHD
 AY1912  HISTORY     - 1939     GOOD             CGS
 AY1912  HISTORY     - 1943     GOOD             CGS
 AY1912  HISTORY     - 1953     GOOD             CGS
 AY1912  HISTORY     - 1953     GOOD             AMS
 AY1912  HISTORY     - 19950413 GOOD             USPSQD
 AY1912
 AY1912                          STATION DESCRIPTION
 AY1912
 AY1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY1912'ABOUT 8 MILES NW OF SAN ANTONIO, ABOUT 1/3 MILE S OF THE
 AY1912'BABCOCK ROAD, ABOUT 75 METERS (246 FEET) W OF THE HILLCREST
 AY1912'COUNTRY CLUB BUILDING, AND 25 PACES W OF THE W LINE OF THE
 AY1912'CLUB PROPERTY, ON THE HIGHEST POINT OF THE HILL, IN A PARTLY
 AY1912'CLEARED SPOT IN THE BRUSH.  OWNER OF GROUND UNKNOWN.  STATION
 AY1912'IS ABOUT 38 PACES W OF U.S.G.S. STATION GEMBRILLS, WHICH
 AY1912'IS MARKED WITH A SCREW CAP ON IRON PIPE AND STANDS AT THE
 AY1912'SE CORNER OF A SMALL HOUSE OCCUPIED BY THE CARETAKER OF
 AY1912'THE CLUB.  HOUSE IS BETWEEN THE TWO STATIONS.
 AY1912'
 AY1912'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE.
 AY1912'
 AY1912'UNDERGROUND MARK IS AN IRON NAIL IN CONCRETE.
 AY1912'
 AY1912'REFERENCE MARK IS STANDARD DISK IN CONCRETE, ON W
 AY1912'SIDE OF CLUB PROPERTY AND 26.650 METERS (87.43 FEET) FROM
 AY1912'STATION, N 73 DEG 53 MIN E.  ELEVATION OF STATION
 AY1912'IS 296.2 METERS (972 FEET).
 AY1912
 AY1912                          STATION RECOVERY (1934)
 AY1912
 AY1912'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1934
 AY1912'PRESENT CONDITION OF THE MARK GOOD.  REFERENCE MARK ALSO
 AY1912'INTACT.  THE STATION MARK WAS STAMPED HILLCREST.  STATION
 AY1912'GEMBRILLS (U.S.G.S.) IN GOOD CONDITION.
 AY1912
 AY1912                          STATION RECOVERY (1937)
 AY1912
 AY1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 AY1912'MARKS FOUND IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION GOOD.
 AY1912
 AY1912                          STATION RECOVERY (1937)
 AY1912
 AY1912'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1912'STATION, REFERENCE MARK, AND U.S.G.S. GEMBRILLS WERE RECOVERED
 AY1912'IN GOOD CONDITION AND AS DESCRIBED.  DESCRIPTION FOR LOCATING
 AY1912'STATION IS ADEQUATE.
 AY1912
 AY1912                          STATION RECOVERY (1939)
 AY1912
 AY1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (HAS)
 AY1912'STATION RECOVERED AS DESCRIBED.  IT IS ON THE PROPERTY OF
 AY1912'MR. M. GOLDSMITH, SAN ANTONIO.  HE HAS BUILT A COTTAGE JUST
 AY1912'W OF THE STATION.
 AY1912'
 AY1912'THE STATION MARK IS JUST OFF THE EDGE OF THE STONE FLAG
 AY1912'TERRACE IN FRONT OF HIS COTTAGE.
 AY1912'
 AY1912'THE REFERENCE MARK IS ON THE FENCE LINE BETWEEN HIS PROPERTY
 AY1912'AND PROPERTY OF THE HILLCREST COUNTRY CLUB.
 AY1912'
 AY1912'NO TROUBLE IN RECOVERING THIS STATION.  IT CAN BE REACHED
 AY1912'BY AUTOMOBILE.
 AY1912
 AY1912                          STATION RECOVERY (1943)
 AY1912
 AY1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1912'STATION WAS RECOVERED AS DESCRIBED, WITH THE MARKS IN GOOD
 AY1912'CONDITION.  THIS PARTY ADDED A REFERENCE MARK 2 AND AN AZIMUTH
 AY1912'MARK.  COMPLETE DESCRIPTION FOLLOWS--
 AY1912'
 AY1912'STATION IS ABOUT 8 MILES NW OF THE SAN ANTONIO CITY HALL
 AY1912'AND 0.95 MILE NE OF STATE HIGHWAY 16, ON A VERY PROMINENT
 AY1912'HILL ON THE PROPERTY OF M. GOLDSMITH.  IT IS 15 FEET E OF THE
 AY1912'FRONT ENTRANCE OF A LARGE BROWN CLUBHOUSE.
 AY1912'
 AY1912'THE STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE,
 AY1912'STAMPED HILLCREST 1924, AND IS FLUSH WITH THE SURFACE OF THE
 AY1912'GROUND.
 AY1912'
 AY1912'REFERENCE MARK 1924, IS NW OF THE STATION.  IT IS A BRONZE
 AY1912'REFERENCE DISK SET IN CONCRETE, STAMPED HILLCREST 1924, AND
 AY1912'PROJECTS 2 INCHES.
 AY1912'
 AY1912'REFERENCE MARK 2 IS SE OF THE STATION AND 60 FEET SE OF THE
 AY1912'SE CORNER OF THE CLUBHOUSE.  IT IS A BRONZE REFERENCE DISK
 AY1912'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, STAMPED HILLCREST
 AY1912'NO 2 1943, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 AY1912'
 AY1912'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE.
 AY1912'IT IS S OF THE STATION, 5 FEET SE OF THE SE END OF AN ORNAMENTAL
 AY1912'STONE FENCE, AND 2.5 FEET E OF A WHITE REFERENCE POST.  IT
 AY1912'IS STAMPED HILLCREST 1943 AND PROJECTS 8 INCHES.
 AY1912'
 AY1912'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 AY1912'AND STATE HIGHWAY 16 AT THE SAN ANTONIO CITY HALL, GO N ON
 AY1912'HIGHWAY 16 FOR 2.05 MILES AND TAKE THE LEFT FORK, HIGHWAY
 AY1912'16, AT THE JUNCTION OF HIGHWAY 16 AND U.S. HIGHWAY 87.  GO
 AY1912'NW FOR 4.7 MILES AND THEN TURN RIGHT OFF THE HIGHWAY AND
 AY1912'ONTO BROADVIEW DRIVE, PASSING BETWEEN TWO STONE PILLARS.
 AY1912'GO 0.7 MILE TO THE AZIMUTH MARK AT THE STONE FENCE AND KEEP
 AY1912'STRAIGHT AHEAD.  GO 0.25 MILE TO THE LARGE FRAME CLUBHOUSE
 AY1912'ON THE LEFT AND THE STATION.
 AY1912
 AY1912                          STATION RECOVERY (1953)
 AY1912
 AY1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1912'THE STATION WAS RECOVERED AS DESCRIBED IN 1943 AND ALL MARKS
 AY1912'WERE FOUND IN GOOD CONDITION.
 AY1912'
 AY1912'THE 1943 DESCRIPTION IS ADEQUATE EXCEPT FOR SLIGHT DISCREPANCY
 AY1912'FOUND IN MEASUREMENTS OF DISTANCE AND DIRECTION TO THE REFERENCE
 AY1912'MARKS AND THE AZIMUTH MARK.
 AY1912
 AY1912                          STATION RECOVERY (1953)
 AY1912
 AY1912'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1912'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS IN A CLEARED
 AY1912'AREA, EAST OF, OR IN FRONT OF HOUSE, 29 FEET S-SE OF THE
 AY1912'NE CORNER OF HOUSE, AND 30 FEET E-NE OF THE SE. CORNER OF
 AY1912'HOUSE.  IT IS 13 FEET N-NE OF A TREE, AND 26 FEET SOUTH OF
 AY1912'A TREE.
 AY1912
 AY1912                          STATION RECOVERY (1995)
 AY1912
 AY1912'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1905 ***********************************************************************
 AY1905  DESIGNATION -  HILLCREST 1924 RM
 AY1905  PID         -  AY1905
 AY1905  STATE/COUNTY-  TX/BEXAR
 AY1905  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1905
 AY1905                         *CURRENT SURVEY CONTROL
 AY1905  ___________________________________________________________________
 AY1905* NAD 83(1993)-  29 28 54.33727(N)    098 34 00.73341(W)     ADJUSTED  
 AY1905* NAVD 88     -       295.     (meters)     968.     (feet)  SCALED    
 AY1905  ___________________________________________________________________
 AY1905  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AY1905  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AY1905
 AY1905  HORZ ORDER  -  SECOND
 AY1905
 AY1905.The horizontal coordinates were established by classical geodetic methods
 AY1905.and adjusted by the National Geodetic Survey in February 1996..
 AY1905
 AY1905.The orthometric height was scaled from a topographic map.
 AY1905
 AY1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1905
 AY1905.The geoid height was determined by GEOID03.
 AY1905
 AY1905;                    North         East     Units Scale Factor Converg.
 AY1905;SPC TXSC     - 4,182,767.147   642,000.790   MT  0.99986652   +0 12 43.9
 AY1905;SPC TXSC     -13,722,961.88  2,106,297.59   sFT  0.99986652   +0 12 43.9
 AY1905;UTM  14      - 3,261,440.566   541,989.898   MT  0.99962175   +0 12 47.4
 AY1905
 AY1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1905!SPC TXSC     -   0.99995760  x   0.99986652  =   0.99982413
 AY1905!UTM  14      -   0.99995760  x   0.99962175  =   0.99957937
 AY1905
 AY1905                          SUPERSEDED SURVEY CONTROL
 AY1905
 AY1905  NAD 83(1986)-  29 28 54.34193(N)    098 34 00.71589(W) AD(       ) 2
 AY1905  NAD 27      -  29 28 53.51100(N)    098 33 59.64600(W) AD(       ) 2
 AY1905
 AY1905.Superseded values are not recommended for survey control.
 AY1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1905.See file dsdata.txt to determine how the superseded data were derived.
 AY1905
 AY1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4199061441(NAD 83)
 AY1905_MARKER: DS = TRIANGULATION STATION DISK
 AY1905_SETTING: 0 = UNSPECIFIED SETTING
 AY1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1905
 AY1905  HISTORY     - Date     Condition        Report By
 AY1905  HISTORY     - 1924     MONUMENTED       CGS
 AY1905  HISTORY     - 19950413 MARK NOT FOUND   USPSQD
 AY1905
 AY1905                          STATION DESCRIPTION
 AY1905
 AY1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1924
 AY1905'STATION IS ABOUT 8 MILES NW OF THE SAN ANTONIO CITY HALL
 AY1905'AND 0.95 MILE NE OF STATE HIGHWAY 16, ON A VERY PROMINENT
 AY1905'HILL ON THE PROPERTY OF M. GOLDSMITH.  IT IS 15 FEET E OF THE
 AY1905'FRONT ENTRANCE OF A LARGE BROWN CLUBHOUSE.
 AY1905'
 AY1905'REFERENCE MARK 1924, IS NW OF THE STATION.  IT IS A BRONZE
 AY1905'REFERENCE DISK SET IN CONCRETE, STAMPED HILLCREST 1924, AND
 AY1905'PROJECTS 2 INCHES.
 AY1905'
 AY1905'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 AY1905'AND STATE HIGHWAY 16 AT THE SAN ANTONIO CITY HALL, GO N ON
 AY1905'HIGHWAY 16 FOR 2.05 MILES AND TAKE THE LEFT FORK, HIGHWAY
 AY1905'16, AT THE JUNCTION OF HIGHWAY 16 AND U.S. HIGHWAY 87.  GO
 AY1905'NW FOR 4.7 MILES AND THEN TURN RIGHT OFF THE HIGHWAY AND
 AY1905'ONTO BROADVIEW DRIVE, PASSING BETWEEN TWO STONE PILLARS.
 AY1905'GO 0.7 MILE TO THE AZIMUTH MARK AT THE STONE FENCE AND KEEP
 AY1905'STRAIGHT AHEAD.  GO 0.25 MILE TO THE LARGE FRAME CLUBHOUSE
 AY1905'ON THE LEFT AND THE STATION.
 AY1905
 AY1905                          STATION RECOVERY (1995)
 AY1905
 AY1905'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0633 ***********************************************************************
 DP0633  DESIGNATION -  HILLEN
 DP0633  PID         -  DP0633
 DP0633  STATE/COUNTY-  TX/LYNN
 DP0633  USGS QUAD   -  WILSON (1965)
 DP0633
 DP0633                         *CURRENT SURVEY CONTROL
 DP0633  ___________________________________________________________________
 DP0633* NAD 83(1993)-  33 20 11.74753(N)    101 41 56.66832(W)     ADJUSTED  
 DP0633* NAVD 88     -       950.8    (meters)    3119.     (feet)  VERTCON   
 DP0633  ___________________________________________________________________
 DP0633  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 DP0633  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 DP0633
 DP0633  HORZ ORDER  -  FIRST
 DP0633
 DP0633.The horizontal coordinates were established by classical geodetic methods
 DP0633.and adjusted by the National Geodetic Survey in February 1996..
 DP0633
 DP0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0633
 DP0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0633
 DP0633.The geoid height was determined by GEOID03.
 DP0633
 DP0633;                    North         East     Units Scale Factor Converg.
 DP0633;SPC TXNC     - 2,189,713.093   302,256.839   MT  0.99988495   -1 44 41.1
 DP0633;SPC TXNC     - 7,184,083.71    991,654.31   sFT  0.99988495   -1 44 41.1
 DP0633;UTM  14      - 3,691,856.262   248,788.360   MT  1.00037813   -1 29 02.7
 DP0633
 DP0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0633!SPC TXNC     -   0.99985465  x   0.99988495  =   0.99973962
 DP0633!UTM  14      -   0.99985465  x   1.00037813  =   1.00023273
 DP0633
 DP0633:                Primary Azimuth Mark                     Grid Az
 DP0633:SPC TXNC     -  SLATON COTTON COMPRESS TANK              024 10 35.6
 DP0633:UTM  14      -  SLATON COTTON COMPRESS TANK              023 54 57.2
 DP0633
 DP0633|---------------------------------------------------------------------|
 DP0633| PID    Reference Object                     Distance      Geod. Az  |
 DP0633|                                                           dddmmss.s |
 DP0633| DP0636 SLATON COTTON COMPRESS TANK         APPROX.13.1 KM 0222554.5 |
 DP0633| DP0638 SLATON MUNICIPAL TANK               APPROX.12.5 KM 0240213.7 |
 DP0633| DP0635 SLATON SCHSE BRICK CHIMNEY          APPROX.11.5 KM 0262207.4 |
 DP0633| CJ7474 HILLEN RM 1                          48.660 METERS 16027     |
 DP0633| DP0634 WILSON SW OF CHURCH BELFRY          APPROX. 3.4 KM 2330321.0 |
 DP0633| DP0632 WILSON N OF CHURCH BELFRY           APPROX. 3.2 KM 2395956.6 |
 DP0633| CJ7475 HILLEN RM 2                                        26417     |
 DP0633| DP0637 POSEY BLACK CHIMNEY ON FACTORY      APPROX.16.1 KM 3564247.5 |
 DP0633|---------------------------------------------------------------------|
 DP0633
 DP0633                          SUPERSEDED SURVEY CONTROL
 DP0633
 DP0633  NAD 83(1986)-  33 20 11.75570(N)    101 41 56.65980(W) AD(       ) 1
 DP0633  NAD 27      -  33 20 11.42700(N)    101 41 55.09500(W) AD(       ) 1
 DP0633  NGVD 29 (07/28/98)  950.4    (m)         3118.     (f) VERT ANG       
 DP0633
 DP0633.Superseded values are not recommended for survey control.
 DP0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0633.See file dsdata.txt to determine how the superseded data were derived.
 DP0633
 DP0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB4878891856(NAD 83)
 DP0633_MARKER: DS = TRIANGULATION STATION DISK
 DP0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0633
 DP0633  HISTORY     - Date     Condition        Report By
 DP0633  HISTORY     - 1932     MONUMENTED       CGS
 DP0633  HISTORY     - 1937     GOOD             TXHD
 DP0633  HISTORY     - 1961     GOOD             CGS
 DP0633  HISTORY     - 1965     MARK NOT FOUND   USGS
 DP0633  HISTORY     - 1966     GOOD             CGS
 DP0633  HISTORY     - 1966     GOOD             NGS
 DP0633
 DP0633                          STATION DESCRIPTION
 DP0633
 DP0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0633'ABOUT 1-1/2 MILES N AND 1-1/2 MILES E OF WILSON, IN PASTURE
 DP0633'OWNED BY HENRY HILLEN, 0.3 MILE E OF FENCE CORNER AND RAILROAD
 DP0633'CROSSING, AND 159.5 FEET N OF FENCE LINE.
 DP0633'
 DP0633'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 DP0633'DISKS SET IN CONCRETE.
 DP0633'
 DP0633'SURFACE MARK PROJECTS 2 INCHES ABOVE THE GROUND.
 DP0633'
 DP0633'REFERENCE MARK NO. 1 PROJECTS 4 INCHES ABOVE THE GROUND IS 18
 DP0633'FEET N OF CENTER OF ROAD, 1 FOOT N OF FENCE LINE, AND 257.9 FEET
 DP0633'FROM STATION.
 DP0633'
 DP0633'REFERENCE MARK NO. 2 PROJECTS 4 INCHES ABOVE THE GROUND IS 29.5
 DP0633'FEET NE OF FENCE LINE INTERSECTION, 48.8 FEET E OF E RAIL, 0.9
 DP0633'FOOT E OF N-S FENCE AND 0.25 MILE FROM STATION, S 84 DEG 17 MIN W.
 DP0633'
 DP0633'OTHER BEARINGS FROM THE STATION ARE--WILSON (LUBBOCK COUNTY),
 DP0633'SW OF, CHURCH BELFRY, FINIAL, S 53 DEG 24 MIN W.  WILSON
 DP0633'(LUBBOCK COUNTY), N OF, CHURCH BELFRY, FINIAL, S 60 DEG W.
 DP0633'SLATON COTTON COMPRESS, SILVER WATER TANK, FINIAL, N 22 DEG 26 MIN E.
 DP0633'SLATON MUNICIPAL WATER TANK, FINIAL, N 24 DEG 02 MIN E.
 DP0633'
 DP0633'TO REACH STATION FROM WILSON, GO NE ON ROAD ALONG RAILROAD
 DP0633'TRACK, 1.8 MILES FROM POINT OPPOSITE RAILROAD STATION TO
 DP0633'ROAD TURNING OUT TO RIGHT (E) ACROSS TRACKS.  TAKE THIS ROAD
 DP0633'AND GO 0.2 MILE TO FENCE POST ON N SIDE OF ROAD MARKED WITH 3
 DP0633'SMALL BLAZES.  STATION SITE IS ON N SIDE OF ROAD, ABOUT 50 PACES
 DP0633'N OF BLAZED FENCE POST, AND ABOUT 185 PACES W OF E PASTURE.
 DP0633'TO REACH STATION FROM B.M. J71 GO NW ON STATE HIGHWAY 7, TO
 DP0633'POSEY.  TURN LEFT (S) ONTO SECTION-LINE ROAD ALONG E SIDE OF
 DP0633'SCHOOL BUILDING AND CONTINUE ON FOR 3.3 MILES.  JOG RIGHT (W)
 DP0633'0.1 MILE, AND GO S 2.0 MILES.  TURN LEFT (E) AND GO 1.3
 DP0633'MILES, THEN S 4.6 MILES TO ROAD LEADING W, AND THEN ALONG
 DP0633'THIS ROAD W 0.6 MILE TO BLAZED FENCE POST AND STATION.
 DP0633
 DP0633                          STATION RECOVERY (1937)
 DP0633
 DP0633'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DP0633'DESCRIPTION SATISFACTORY.  STATION MARK, REFERENCE DISKS NOS.
 DP0633'1 AND 2 RECOVERED AND IN GOOD CONDITION.  NO EVIDENCE OF
 DP0633'HAVING BEEN MOLESTED.
 DP0633
 DP0633                          STATION RECOVERY (1961)
 DP0633
 DP0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JSM)
 DP0633'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 DP0633'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 DP0633'
 DP0633'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF WILSON AND
 DP0633'0.3 MILE EAST OF FARM ROAD NO. 400.
 DP0633'
 DP0633'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WILSON, GO
 DP0633'NORTH ON FARM ROAD NO. 400 FOR 1.7 MILES TO A SIDE ROAD ON THE
 DP0633'RIGHT.  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.05 MILE TO
 DP0633'REFERENCE MARK NO. 2 ON THE LEFT.  CONTINUE EAST ON DIRT ROAD
 DP0633'FOR 0.25 MILE TO THE STATION SITE ON THE LEFT.
 DP0633'
 DP0633'STATION MARK, A STANDARD DISK STAMPED HILLEN 1932, IS SET
 DP0633'IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST
 DP0633'WHICH PROJECTS 4 INCHES.  IT IS 171.0 FEET NORTH OF THE CENTER
 DP0633'OF A DIRT ROAD AND 71.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DP0633'A ROCK PIT.
 DP0633'
 DP0633'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HILLEN NO 1
 DP0633'1932, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH
 DP0633'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 20.4 FEET NORTH
 DP0633'OF THE CENTER OF A DIRT ROAD AND 58.5 FEET NORTHWEST OF A
 DP0633'POWER LINE POLE.
 DP0633'
 DP0633'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HILLEN NO 2
 DP0633'1932, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH
 DP0633'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 49.6 FEET EAST OF
 DP0633'THE EAST RAIL OF A RAILROAD TRACK, 65.3 FEET NORTH OF THE CENTER
 DP0633'OF A DIRT ROAD, AND 28.6 FEET NORTHEAST OF A TELEPHONE POLE.
 DP0633
 DP0633                          STATION RECOVERY (1965)
 DP0633
 DP0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0633'SURFACE MARK OF STATION COULD NOT BE FOUND.  THE PASTURE THE
 DP0633'STATION WAS DESCRIBED BEING IN IS NOW CULTIVATED AND THE
 DP0633'STATION POSITION FALLS ON THE EAST BANK OF A QUARRY WHICH
 DP0633'APPEARS TO HAVE BEEN EXPANDED.  ALL SURFACE INDICATIONS ARE
 DP0633'STATION IS DESTROYED.  R.M. 1 AND 2 WERE RECOVERED IN GOOD
 DP0633'CONDITION.
 DP0633
 DP0633                          STATION RECOVERY (1966)
 DP0633
 DP0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 DP0633'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 DP0633'NO. 2 WERE RECOVERED IN GOOD CONDITION.  ADDITIONAL MEASUREMENTS
 DP0633'WERE MADE FOR FUTURE RECOVERY OF THE STATION.
 DP0633'
 DP0633'THE STATION IS ABOUT 2 MILES NORTHEAST OF WILSON AND 1/4 MILE
 DP0633'EAST OF THE SANTA FE RAILROAD TRACKS, AT THE SOUTHEAST EDGE
 DP0633'OF A QUARRY, IN A CULTIVATED FIELD.
 DP0633'
 DP0633'TO REACH STATION FROM THE POST OFFICE IN WILSON, GO NORTHEAST
 DP0633'ON A BLACK-TOP ROAD WHICH PARALLELS THE SANTA FE RAILROAD FOR
 DP0633'1.75 MILES TO A ROAD ON THE RIGHT.  TURN RIGHT ACROSS THE RAILROAD
 DP0633'TRACKS AND REFERENCE MARK NO. 2 (AZIMUTH MARK) ON THE LEFT.
 DP0633'CONTINUE EAST ON A DIRT ROAD FOR 0.2 MILE TO STATION ON THE
 DP0633'LEFT.
 DP0633'
 DP0633'STATION MARK, A STANDARD DISK, STAMPED HILLEN 1932, IS SET
 DP0633'IN A 14 IN X 14 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 DP0633'GROUND.  IT IS 173 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 DP0633'71 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF QUARRY, AND 1 FOOT
 DP0633'WEST OF A METAL WITNESS POST.
 DP0633'
 DP0633'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED HILLEN NO 1
 DP0633'1932, IS SET IN A 14 IN X 14 IN CONCRETE POST FLUSH WITH THE
 DP0633'SURFACE OF GROUND.  IT IS 48 FEET WEST OF THE EXTENDED CENTER
 DP0633'OF A FIELD ROAD LEADING SOUTH, AND 21 FEET NORTH OF THE
 DP0633'CENTER OF THE EAST-WEST ROAD.
 DP0633'
 DP0633'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED HILLEN NO 2
 DP0633'1932, IS SET IN A 14 IN X 14 IN CONCRETE POST WHICH PROJECTS
 DP0633'1 INCH.  IT IS 49 FEET EAST OF THE EAST RAIL OF THE SANTA FE
 DP0633'RAILROAD TRACKS, 115 FEET NORTHEAST OF THE CENTER OF RAILROAD
 DP0633'CROSSING, 56 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 DP0633'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 DP0633'
 DP0633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 DP0633'NORTHEAST OF WILSON
 DP0633
 DP0633                          STATION RECOVERY (1966)
 DP0633
 DP0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DP0633'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33101-3, STATION 1005.
 DP0633'RECOVERED BY USGS IN 1962.
 DP0633'RECOVERY BY NGS, 1966--THE STATION MARK, REFERENCE MARK NO. 1 AND
 DP0633'REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
 DP0633'STATION MARK--STANDARD USC AND GS DISK STAMPED---HILLEN 1932---, SET
 DP0633'IN CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2048 ***********************************************************************
 BL2048  DESIGNATION -  HILLISTER
 BL2048  PID         -  BL2048
 BL2048  STATE/COUNTY-  TX/TYLER
 BL2048  USGS QUAD   -  HILLISTER (1984)
 BL2048
 BL2048                         *CURRENT SURVEY CONTROL
 BL2048  ___________________________________________________________________
 BL2048* NAD 83(1993)-  30 41 04.93974(N)    094 23 38.72000(W)     ADJUSTED  
 BL2048* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 BL2048  ___________________________________________________________________
 BL2048  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BL2048  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL2048
 BL2048  HORZ ORDER  -  FIRST
 BL2048
 BL2048.The horizontal coordinates were established by classical geodetic methods
 BL2048.and adjusted by the National Geodetic Survey in February 1996..
 BL2048
 BL2048.The orthometric height was scaled from a topographic map.
 BL2048
 BL2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2048
 BL2048.The geoid height was determined by GEOID03.
 BL2048
 BL2048;                    North         East     Units Scale Factor Converg.
 BL2048;SPC TX C     - 3,128,041.502 1,268,751.878   MT  0.99989692   +3 03 32.6
 BL2048;SPC TX C     -10,262,582.83  4,162,563.45   sFT  0.99989692   +3 03 32.6
 BL2048;UTM  15      - 3,395,489.338   366,469.596   MT  0.99981995   -0 42 41.5
 BL2048
 BL2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2048!SPC TX C     -   0.99999305  x   0.99989692  =   0.99988997
 BL2048!UTM  15      -   0.99999305  x   0.99981995  =   0.99981300
 BL2048
 BL2048|---------------------------------------------------------------------|
 BL2048| PID    Reference Object                     Distance      Geod. Az  |
 BL2048|                                                           dddmmss.s |
 BL2048| CV7718 HILLISTER RM 3                       89.486 METERS 00812     |
 BL2048| CV7720 HILLISTER RM 5                       16.326 METERS 29340     |
 BL2048| CV7715 HILLISTER AZ MK                                    3470524.0 |
 BL2048| CV7719 HILLISTER RM 4                       12.150 METERS 35911     |
 BL2048|---------------------------------------------------------------------|
 BL2048
 BL2048                          SUPERSEDED SURVEY CONTROL
 BL2048
 BL2048  NAD 83(1986)-  30 41 04.95472(N)    094 23 38.71060(W) AD(       ) 1
 BL2048  NAD 27      -  30 41 04.22300(N)    094 23 38.00400(W) AD(       ) 1
 BL2048
 BL2048.Superseded values are not recommended for survey control.
 BL2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2048.See file dsdata.txt to determine how the superseded data were derived.
 BL2048
 BL2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6647095489(NAD 83)
 BL2048_MARKER: DS = TRIANGULATION STATION DISK
 BL2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2048
 BL2048  HISTORY     - Date     Condition        Report By
 BL2048  HISTORY     - 1931     MONUMENTED       CGS
 BL2048  HISTORY     - 1935     GOOD             CGS
 BL2048  HISTORY     - 1952     GOOD             CGS
 BL2048  HISTORY     - 1961     GOOD             CGS
 BL2048  HISTORY     - 1962     GOOD             CGS
 BL2048
 BL2048                          STATION DESCRIPTION
 BL2048
 BL2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2048'STATION IS ON HIGHWAY 40, 7.8 MILES S OF WOODVILLE, 1.5
 BL2048'MILES N OF RAILROAD CROSSING IN HILLISTER, AND ABOUT 1/4
 BL2048'MILE W OF SMALL WHITE HOUSE E OF HIGHWAY, ON THE SOUTHERN
 BL2048'END OF A SANDY, WOODED KNOLL BELONGING TO THE KIRBY LUMBER
 BL2048'COMPANY.  STATION IS 30.3 METERS (99 FEET) W OF THE HIGHWAY,
 BL2048'AND ABOUT 360 METERS (1181 FEET) S OF THE NW CORNER OF A
 BL2048'FENCE LINE E OF HIGHWAY.
 BL2048'
 BL2048'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2048'DISKS SET IN CONCRETE.
 BL2048'
 BL2048'REFERENCE MARK NO. 1 IS IN FENCE LINE 10 METERS (33 FEET)
 BL2048'E OF HIGHWAY, ABOUT 50 METERS (164 FEET) S OF FENCE CORNER
 BL2048'TO N, AND 311.77 METERS (1022.9 FEET) FROM STATION, N 02 DEG
 BL2048'18 MIN E.
 BL2048'
 BL2048'REFERENCE MARK NO. 2 IS IN FENCE LINE 11 METERS (36 FEET)
 BL2048'E OF HIGHWAY, ABOUT 30 METERS (98 FEET) N OF A JOG IN FENCE
 BL2048'LINE FOR CURVE TO E IN HIGHWAY, AND 60.59 METERS (198.8
 BL2048'FEET) FROM STATION, S 57 DEG 38 MIN E.
 BL2048
 BL2048                          STATION RECOVERY (1935)
 BL2048
 BL2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2048'STATION IS ABOUT 7 MILES SSE OF WOODVILLE, ABOUT 1-1/2 MILES
 BL2048'NNW OF HILLISTER, ON LAND OWNED BY THE KIRBY LUMBER COMPANY
 BL2048'OF HOUSTON, ON A FLAT, E-W WOODED RIDGE, 85 FEET W OF CENTER
 BL2048'LINE OF STATE HIGHWAY 40, (U.S. HIGHWAY 271), 45 FEET W
 BL2048'OF EDGE OF THE CUT BANK, 34 FEET WSW OF A CONCRETE RIGHT-OF-WAY
 BL2048'POST, 49 FEET WSW OF A TRIANGULAR-BLAZED 8-INCH PINE TREE
 BL2048'THAT STANDS AT EDGE OF THE CUT BANK, 13 FEET ENE OF A
 BL2048'DIAMOND-BLAZED 10-INCH PINE TREE, 25 FEET NNW OF A
 BL2048'RECTANGULAR-BLAZED 10-INCH PINE TREE.  THE HIGHWAY ALIGNMENT AT THIS
 BL2048'POINT HAS BEEN CHANGED SINCE THE STATION WAS ESTABLISHED
 BL2048'IN 1931.  HENCE, THE VARIATIONS IN SOME OF THE DISTANCES TO
 BL2048'CENTER LINES, ETC.
 BL2048'
 BL2048'THE STATION MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BL2048'SURFACE MARK PROJECTS 5 INCHES.
 BL2048'
 BL2048'REFERENCE MARK NO. 1 (1931) WAS RECOVERED APPARENTLY IN ITS
 BL2048'ORIGINAL POSITION, ALTHOUGH OUR DISTANCE VARIED FROM THE
 BL2048'ORIGINAL DISTANCE BY NEARLY TWO FEET.  IT IS 35 FEET E OF
 BL2048'CENTER LINE OF THE OLD ROAD, 255 FEET E OF CENTER LINE OF
 BL2048'STATE HIGHWAY 40 (NEW ROAD), 1 FOOT E OF THE OLD RIGHT-OF-WAY
 BL2048'FENCE, 2 FEET S OF A 12-INCH PINE TREE.  IT PROJECTS 4 INCHES.
 BL2048'
 BL2048'REFERENCE MARK NO. 2 (1931) WAS ALSO RECOVERED APPARENTLY
 BL2048'IN ITS ORIGINAL POSITION.  IT IS 42 FEET E OF CENTER LINE
 BL2048'OF STATE HIGHWAY 40, 7 FEET W OF THE RIGHT-OF-WAY FENCE, 4
 BL2048'FEET SW OF A 12-INCH PINE TREE, 27 FEET S OF A CONCRETE
 BL2048'RIGHT-OF-WAY POST.  IT PROJECTS 3 INCHES.
 BL2048'
 BL2048'REFERENCE MARK NO. 3 (1935), A STANDARD BRONZE DISK SET IN
 BL2048'CONCRETE, IS 45 FEET E OF CENTER
 BL2048'LINE OF STATE HIGHWAY 40, 20 FEET W OF CENTER LINE OF THE
 BL2048'OLD ROAD 26 FEET SSE OF A 10-INCH PINE TREE, 71 FEET S OF
 BL2048'A CONCRETE RIGHT-OF-WAY POST, 416.29 FEET N OF REFERENCE
 BL2048'MARK NO. 2 (1931).  IT PROJECTS 5 INCHES.
 BL2048'
 BL2048'TO REACH FROM THE SE CORNER OF THE COURTHOUSE SQUARE IN
 BL2048'WOODVILLE, GO S ON STATE HIGHWAY 40, 7.2 MILES TO STATION
 BL2048'ON W SIDE OF HIGHWAY.
 BL2048'
 BL2048'A 113-FOOT SIGNAL AT WOODVILLE 1931 COMES INTO VIEW AT 50
 BL2048'FEET, A 113-FOOT SIGNAL AT HORSE COMES INTO VIEW AT 50 FEET,
 BL2048'AND A 113-FOOT SIGNAL AT CAMP COMES INTO VIEW AT 55 FEET.
 BL2048
 BL2048                          STATION RECOVERY (1952)
 BL2048
 BL2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2048'THE STATION MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK
 BL2048'NO. 3 WAS RECOVERED AND FOUND IN VERY GOOD CONDITION.  A
 BL2048'NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 BL2048'FOLLOWS--
 BL2048'
 BL2048'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF WOODVILLE,
 BL2048'ABOUT 1 MILE NORTH OF HILLISTER, 82 FEET WEST OF THE CENTER
 BL2048'OF U.S. HIGHWAYS 69 AND 287, 26 FEET WEST OF A NORTH-SOUTH
 BL2048'FENCE LINE AND 25 FEET NORTHWEST OF A PINE TREE WITH A TRIANGLE
 BL2048'BLAZE.  IT PROJECTS 5 INCHES AND IS STAMPED HILLISTER 1931.
 BL2048'
 BL2048'REFERENCE MARK NO. 2 IS 43 FEET EAST OF THE CENTER OF U.S.
 BL2048'HIGHWAYS 69 AND 287 AND 8 FEET WEST OF A NORTH-SOUTH FENCE
 BL2048'LINE.  IT IS SET FLUSH AND IS STAMPED HILLISTER NO 2 1931.
 BL2048'
 BL2048'REFERENCE MARK NO. 3 IS 43 FEET EAST OF THE CENTER OF U.S.
 BL2048'HIGHWAYS 69 AND 287, 32 FEET SOUTHEAST OF A PINE TREE WITH A
 BL2048'TRIANGLE BLAZE AND 22 FEET WEST OF A SAND WOODS ROAD.  IT
 BL2048'PROJECTS 4 INCHES AND IS STAMPED HILLISTER NO 3 1931.
 BL2048'
 BL2048'THE DISTANCE BETWEEN R.M. NO. 2 AND R.M. NO. 3 IS 416.26
 BL2048'FEET.
 BL2048'
 BL2048'THE AZIMUTH MARK IS 120 FEET NORTH OF THE JUNCTION OF THE SAND
 BL2048'WOODS ROAD AND U.S. HIGHWAYS 69 AND 287 AND 54 FEET EAST OF THE
 BL2048'CENTER OF U.S. HIGHWAYS 69 AND 287.  IT PROJECTS 5 INCHES AND IS
 BL2048'STAMPED HILLISTER 1931 RESET 1952.
 BL2048'
 BL2048'TO REACH THE STATION FROM THE POST OFFICE IN HILLISTER GO
 BL2048'WEST ON FARM ROAD 1013 FOR 0.4 MILE TO THE JUNCTION WITH
 BL2048'U.S. HIGHWAYS 69 AND 287, TURN RIGHT AND GO NORTH ON U.S.
 BL2048'HIGHWAYS 69 AND 287 FOR 1.1 MILES TO THE STATION ON THE LEFT
 BL2048'AS DESCRIBED.
 BL2048'
 BL2048'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U.S.
 BL2048'HIGHWAYS 69 AND 287 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 BL2048'RIGHT AS DESCRIBED.
 BL2048
 BL2048                          STATION RECOVERY (1961)
 BL2048
 BL2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 BL2048'THE STATION, AZIMUTH MARK AND REFERENCE MARKS NOS. 2 AND 3
 BL2048'WERE RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 BL2048'IN THE AREA OF NEW HIGHWAY CONSTRUCTION AND WERE REMOVED AFTER
 BL2048'REFERENCE MARKS NOS. 4 AND 5 WERE ESTABLISHED.  THE AZIMUTH
 BL2048'MARK IS OUT OF THE PRESENT CONSTRUCTION AREA BUT IS NOT VISIBLE
 BL2048'FROM THE STATION DUE TO EXCESSIVE TIMBER.
 BL2048'
 BL2048'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF WOODVILLE,
 BL2048'ABOUT 1 MILE NORTH OF HILLISTER, 82 FEET WEST OF THE CENTER
 BL2048'OF U.S. HIGHWAY NOS. 69 AND 287, 20 FEET WEST OF THE WEST
 BL2048'RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY AND 25 FEET SOUTHWEST
 BL2048'OF HY. SURVEY STA. 610 + 000.  IT IS MARKED WITH STANDARD
 BL2048'DISKS STAMPED HILLISTER 1931, AND PROJECTS
 BL2048'4 INCHES.
 BL2048'
 BL2048'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED HILLISTER 1931
 BL2048'NO. 4 1961 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 BL2048'IT IS 9 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, 10 FEET
 BL2048'WEST OF HY. SURVEY STA. 610 + 00 AND 1 FOOT SOUTH OF A 4 X 4
 BL2048'WITNESS POST.
 BL2048'
 BL2048'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED HILLISTER 1931
 BL2048'NO. 5 1961 SET IN A DRILLED HOLE IN A LARGE MASS OF CONCRETE
 BL2048'WHICH IS ABOUT 10 X 15 FEET IN AREA.  IT IS ABOUT 3 FEET
 BL2048'NORTH OF THE SOUTH END AND 3 FEET WEST OF THE EAST EDGE OF
 BL2048'THE CONCRETE MASS, AND 55 FEET WEST OF THE WEST RIGHT-OF-WAY
 BL2048'FENCE LINE.
 BL2048'
 BL2048'THE AZIMUTH IS 55 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 BL2048'AND ALONG THE TOP OF A LOW CUT, A STANDARD DISK STAMPED
 BL2048'HILLISTER 1931 RESET 1952 IN A CONCRETE POST WHICH PROJECTS
 BL2048'ABOUT 5 INCHES.  IT IS NOT V.G..
 BL2048'
 BL2048'TO REACH THE STATION FROM THE JUNCTION OF F.M. ROAD 1013
 BL2048'AND U.S. HIGHWAY NOS. 69 AND 287 AT THE WEST SIDE OF HILLISTER.
 BL2048'GO NORTH ON U.S. NOS. 69 AND 287 1.1 MILESTO THE TOP OF A
 BL2048'LOW DIVIDE AND THE STATION ON THE LEFT IN THE TIMBER AS DESCRIBED.
 BL2048'
 BL2048'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 BL2048'ON THE HIGHWAY 0.3 MILE TO THE MARK ON THE RIGHT.
 BL2048
 BL2048                          STATION RECOVERY (1962)
 BL2048
 BL2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 BL2048'THE RECOVERY NOTE DESCRIPTION FOR 1952 WAS USED TO RECOVER
 BL2048'THE STATION.  THE STATION MARK WAS RECOVERED AS DESCRIBED.
 BL2048'REFERENCE MARKS NOS. 2 AND 3 HAVE BEEN DESTROYED.  TWO NEW
 BL2048'REFERENCE MARKS NOS. 4 AND 5 HAVE BEEN SET.  AZIMUTH MARK
 BL2048'WAS SEARCHED FOR BUT WAS NOT FOUND.  IT IS BELIEVED THE AZIMUTH
 BL2048'MARK MAY HAVE BEEN DESTROYED WHEN THE HIGHWAY WAS WIDENED.
 BL2048'
 BL2048'THE FOLLOWING IS AN ALTERNATE ROUTE TO REACH THE STATION
 BL2048'AND ADDITIONAL NOTES FOR RECOVERY--TO REACH THE STATION FROM
 BL2048'THE JUNCTION OF U.S. HIGHWAYS 69, 190 AND 287 IN WOODVILLE,
 BL2048'GO SOUTH ON U.S. HIGHWAYS 69 AND 287 FOR 7.35 MILES TO STATION
 BL2048'ON THE RIGHT.
 BL2048'
 BL2048'STATION MARK, A STANDARD DISK STAMPED HILLISTER 1931, IS SET
 BL2048'IN A 14 IN X 14 IN CONCRETE POST WHICH PROJECTS 3 INCHES.
 BL2048'IT IS 18 FEET WEST OF THE WEST HIGHWAY RIGHT-OF-WAY LINE.
 BL2048'
 BL2048'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HILLISTER
 BL2048'1931 NO 4 1961 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 BL2048'PROJECTS 3 INCHES.  IT IS 9 FEET WEST OF THE WEST HIGHWAY
 BL2048'RIGHT-OF-WAY LINE, AND 2 FEET SOUTH OF A 4 IN X 4 IN WOODEN
 BL2048'WITNESS POST.
 BL2048'
 BL2048'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED HILLISTER
 BL2048'1931 NO 5 1961, IS CEMENTED IN A DRILL HOLE IN AN IRREGULAR
 BL2048'MASS OF CONCRETE SLAB WHICH IS ABOUT 6 FEET BY 10 FEET.
 BL2048'THE MARK IS ABOUT 57 FEET WEST OF THE WEST HIGHWAY RIGHT-OF-WAY
 BL2048'LINE.
 BL2048'
 BL2048'NOTE--NO DISTANCES OR DIRECTIONS WERE TAKEN TO THE REFERENCE
 BL2048'MARKS AT THE TIME OF RECOVERY.  SEE PREVIOUS DESCRIPTIONS
 BL2048'FOR THE STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2047 ***********************************************************************
 BL2047  DESIGNATION -  HILLISTER ECC
 BL2047  PID         -  BL2047
 BL2047  STATE/COUNTY-  TX/TYLER
 BL2047  USGS QUAD   -  HILLISTER (1984)
 BL2047
 BL2047                         *CURRENT SURVEY CONTROL
 BL2047  ___________________________________________________________________
 BL2047* NAD 83(1993)-  30 41 04.95258(N)    094 23 38.04528(W)     ADJUSTED  
 BL2047* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 BL2047  ___________________________________________________________________
 BL2047  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BL2047  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL2047
 BL2047  HORZ ORDER  -  FIRST
 BL2047
 BL2047.The horizontal coordinates were established by classical geodetic methods
 BL2047.and adjusted by the National Geodetic Survey in February 1996..
 BL2047
 BL2047.The orthometric height was scaled from a topographic map.
 BL2047
 BL2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2047
 BL2047.The geoid height was determined by GEOID03.
 BL2047
 BL2047;                    North         East     Units Scale Factor Converg.
 BL2047;SPC TX C     - 3,128,042.855 1,268,769.788   MT  0.99989692   +3 03 33.0
 BL2047;SPC TX C     -10,262,587.27  4,162,622.21   sFT  0.99989692   +3 03 33.0
 BL2047;UTM  15      - 3,395,489.510   366,487.554   MT  0.99981990   -0 42 41.2
 BL2047
 BL2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2047!SPC TX C     -   0.99999305  x   0.99989692  =   0.99988997
 BL2047!UTM  15      -   0.99999305  x   0.99981990  =   0.99981295
 BL2047
 BL2047:                Primary Azimuth Mark                     Grid Az
 BL2047:SPC TX C     -  WOODVILLE                                000 08 11.7
 BL2047:UTM  15      -  WOODVILLE                                003 54 25.9
 BL2047
 BL2047|---------------------------------------------------------------------|
 BL2047| PID    Reference Object                     Distance      Geod. Az  |
 BL2047|                                                           dddmmss.s |
 BL2047| BL0040 WOODVILLE                           APPROX.10.0 KM 0031144.7 |
 BL2047| CV7717 HILLISTER RM 2                       60.590 METERS 13440     |
 BL2047| BL2048 HILLISTER                            17.963 METERS 26844     |
 BL2047| CV7716 HILLISTER RM 1                      311.770 METERS 35859     |
 BL2047|---------------------------------------------------------------------|
 BL2047
 BL2047                          SUPERSEDED SURVEY CONTROL
 BL2047
 BL2047  NAD 83(1986)-  30 41 04.96756(N)    094 23 38.03589(W) AD(       ) 1
 BL2047  NAD 27      -  30 41 04.23600(N)    094 23 37.32900(W) AD(       ) 1
 BL2047
 BL2047.Superseded values are not recommended for survey control.
 BL2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2047.See file dsdata.txt to determine how the superseded data were derived.
 BL2047
 BL2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6648895490(NAD 83)
 BL2047_MARKER: Z = SEE DESCRIPTION
 BL2047_SETTING: 0 = UNSPECIFIED SETTING
 BL2047
 BL2047  HISTORY     - Date     Condition        Report By
 BL2047  HISTORY     - 1931     MONUMENTED       CGS
 BL2047
 BL2047                          STATION DESCRIPTION
 BL2047
 BL2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2047'STATION IS AN UNMARKED POINT 17.966 METERS (58.94 FEET)
 BL2047'N 88 DEG 44 MIN E FROM STATION HILLISTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2051 ***********************************************************************
 CS2051  DESIGNATION -  HILLSBORO
 CS2051  PID         -  CS2051
 CS2051  STATE/COUNTY-  TX/HILL
 CS2051  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2051
 CS2051                         *CURRENT SURVEY CONTROL
 CS2051  ___________________________________________________________________
 CS2051* NAD 83(1993)-  32 01 08.72022(N)    097 07 28.67504(W)     ADJUSTED  
 CS2051* NAVD 88     -       184.643  (meters)     605.78   (feet)  ADJUSTED  
 CS2051  ___________________________________________________________________
 CS2051  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 CS2051  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CS2051  DYNAMIC HT  -         184.416 (meters)     605.04  (feet)  COMP
 CS2051  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 CS2051
 CS2051  HORZ ORDER  -  SECOND
 CS2051  VERT ORDER  -  FIRST     CLASS II
 CS2051
 CS2051.The horizontal coordinates were established by classical geodetic methods
 CS2051.and adjusted by the National Geodetic Survey in February 1996..
 CS2051
 CS2051.The orthometric height was determined by differential leveling
 CS2051.and adjusted by the National Geodetic Survey in June 1991..
 CS2051.WARNING-Repeat measurements at this control monument indicate possible
 CS2051.vertical movement.
 CS2051
 CS2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2051
 CS2051.The geoid height was determined by GEOID03.
 CS2051
 CS2051.The dynamic height is computed by dividing the NAVD 88
 CS2051.geopotential number by the normal gravity value computed on the
 CS2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2051.degrees latitude (g = 980.6199 gals.).
 CS2051
 CS2051.The modeled gravity was interpolated from observed gravity values.
 CS2051
 CS2051;                    North         East     Units Scale Factor Converg.
 CS2051;SPC TXNC     - 2,039,932.293   729,936.569   MT  1.00003360   +0 45 00.4
 CS2051;SPC TXNC     - 6,692,677.86  2,394,800.23   sFT  1.00003360   +0 45 00.4
 CS2051;UTM  14      - 3,544,088.753   677,115.777   MT  0.99998688   +0 59 40.5
 CS2051
 CS2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2051!SPC TXNC     -   0.99997526  x   1.00003360  =   1.00000886
 CS2051!UTM  14      -   0.99997526  x   0.99998688  =   0.99996214
 CS2051
 CS2051|---------------------------------------------------------------------|
 CS2051| PID    Reference Object                     Distance      Geod. Az  |
 CS2051|                                                           dddmmss.s |
 CS2051| CS2052 HILLSBORO RM 1                       44.077 METERS 17604     |
 CS2051| CS3065 HILLSBORO HILL CO CTHSE TOWER       APPROX. 1.0 KM 2134025.9 |
 CS2051| CS3063 HILLSBORO MUNICIPAL STANDPIPE       APPROX. 1.3 KM 2274143.2 |
 CS2051| CS3066 HILLSBORO COTTON MILLS TANK         APPROX. 1.1 KM 2360956.9 |
 CS2051| CS2053 HILLSBORO RM 2                       31.897 METERS 29753     |
 CS2051| CY2117 HILLSBORO AZ MK                                    3062708.2 |
 CS2051| CS3061 HILLSBORO RADIO STA KHBR MAST       APPROX. 0.7 KM 3400031.1 |
 CS2051|---------------------------------------------------------------------|
 CS2051
 CS2051                          SUPERSEDED SURVEY CONTROL
 CS2051
 CS2051  NAD 83(1986)-  32 01 08.72803(N)    097 07 28.65501(W) AD(       ) 2
 CS2051  NAD 27      -  32 01 08.16900(N)    097 07 27.63200(W) AD(       ) 2
 CS2051  NGVD 29 (??/??/92)  184.552  (m)          605.48   (f) ADJ UNCH    1 2
 CS2051
 CS2051.Superseded values are not recommended for survey control.
 CS2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2051.See file dsdata.txt to determine how the superseded data were derived.
 CS2051
 CS2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7711644089(NAD 83)
 CS2051_MARKER: DS = TRIANGULATION STATION DISK
 CS2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2051_STAMPING: HILLSBORO 1948
 CS2051_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2051+STABILITY: SURFACE MOTION
 CS2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2051+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 CS2051
 CS2051  HISTORY     - Date     Condition        Report By
 CS2051  HISTORY     - 1948     MONUMENTED       CGS
 CS2051  HISTORY     - 1952     GOOD             CGS
 CS2051  HISTORY     - 1952     GOOD             CGS
 CS2051  HISTORY     - 1980     GOOD             NGS
 CS2051  HISTORY     - 1980     GOOD             NGS
 CS2051  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CS2051  HISTORY     - 1997     GOOD             LOCENG
 CS2051  HISTORY     - 20000731 GOOD             LOCSUR
 CS2051  HISTORY     - 20030430 GOOD             NGS
 CS2051
 CS2051                          STATION DESCRIPTION
 CS2051
 CS2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2051'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHEAST OF THE COURT
 CS2051'HOUSE IN HILLSBORO, ON PROPERTY OWNED BY THE CITY AND USED
 CS2051'AS THE CITY CEMETERY.  IT IS NEAR THE SOUTH EDGE OF THE CEMETERY,
 CS2051'38 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST DRIVEWAY,
 CS2051'24 FEET WEST OF A SMALL CEDAR TREE, 20 FEET SOUTH OF A 2
 CS2051'FOOT COTTONWOOD TREE, AND 17 FEET EAST OF THE CURBING AROUND
 CS2051'A BURIAL PLOT.  THE DISK IS STAMPED HILLSBORO 1948 AND IS
 CS2051'SET FLUSH WITH THE GROUND.  (NOTE--THIS STATION IS IN THE
 CS2051'IMMEDIATE VICINITY OF HILLSBORO MAG. 1935 WHICH COULD NOT
 CS2051'BE FOUND.)
 CS2051'
 CS2051'REFERENCE MARK NO. 1 IS 144.61 FEET (SLOPE) SOUTH OF THE
 CS2051'STATION, 32 FEET NORTH OF A FENCE LINE, AND 10 FEET EAST
 CS2051'OF A 12 INCH TREE.  THE DISK IS STAMPED HILLSBORO NO 1 1948
 CS2051'AND IS SET FLUSH WITH THE GROUND.
 CS2051'
 CS2051'REFERENCE MARK NO. 2 IS 104.65 FEET WEST-NORTHWEST OF THE
 CS2051'STATION, 16 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 CS2051'DRIVEWAY, 13 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 CS2051'DRIVEWAY, AND 1 FOOT SOUTH OF THE CURBING AROUND A BURIAL
 CS2051'PLOT.  THE DISK IS STAMPED HILLSBORO NO 2 1948 AND IS SET
 CS2051'FLUSH WITH THE GROUND.
 CS2051'
 CS2051'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHWEST OF THE
 CS2051'STATION, 47 FEET WEST OF THE WEST RAIL OF THE INTER-URBAN
 CS2051'TRACKS, 17 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING
 CS2051'TO THE CEMETERY, 2 FEET EAST OF A WITNESS POST, AND 1 FOOT
 CS2051'EAST OF A FENCE CORNER.  THE DISK IS STAMPED HILLSBORO 1948
 CS2051'AND PROJECTS 4 INCHES.
 CS2051'
 CS2051'TO REACH THE STATION FROM THE SOUTH EAST CORNER OF THE COURT
 CS2051'HOUSE IN HILLSBORO, GO NORTH AND EAST ON U.S. HIGHWAY 77
 CS2051'FOR 0.7 MILE TO A WIDE ROAD RIGHT.  TURN RIGHT AND GO 0.5
 CS2051'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 CS2051'FOR 0.05 MILE TO THE ENTRANCE TO THE CEMETERY.  TAKE THE
 CS2051'RIGHT FORK AND GO 0.05 MILE TO A DRIVEWAY RIGHT, WITH A
 CS2051'ROW OF TREES IN THE CENTER OF THE DRIVEWAY.  TURN RIGHT AND
 CS2051'GO 0.1 MILE TO A CROSSROAD, AND THE STATION AS DESCRIBED.
 CS2051'
 CS2051'A 74 FOOT SIGNAL AT CHAT CAN BE SEEN AT 77 FEET.
 CS2051'
 CS2051'AN 87 FOOT SIGNAL AT VAUGHAN CAN BE SEEN AT 77 FEET.
 CS2051'
 CS2051'A 100 FOOT SIGNAL AT PEORIA CAN BE SEEN AT 20 FEET.
 CS2051'
 CS2051'A 74 FOOT SIGNAL AT JACKS CAN BE SEEN AT 20 FEET.
 CS2051'
 CS2051'A 74 FOOT SIGNAL AT MACKEY CAN BE SEEN AT 37 FEET.
 CS2051'
 CS2051'A 100 FOOT SIGNAL AT MAYFIELD CAN BE SEEN AT 37 FEET.
 CS2051'
 CS2051'AN 87 FOOT SIGNAL AT LOVELACE CAN BE SEEN AT 77 FEET.
 CS2051'
 CS2051'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CS2051
 CS2051                          STATION RECOVERY (1952)
 CS2051
 CS2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 CS2051'0.7 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE
 CS2051'AT HILLSBORO, THENCE 0.15 MILE EAST ALONG A DIRT ROAD, THENCE
 CS2051'0.1 MILE SOUTH ALONG THE WEST SIDE OF THE RIDGE PARK CEMETERY,
 CS2051'THENCE 0.05 MILE EAST ALONG A DRIVEWAY, 37 FEET SOUTH OF THE
 CS2051'CENTER LINE OF AN EAST AND WEST DRIVEWAY, 29.5 FEET EAST OF
 CS2051'THE SOUTHEAST CORNER OF THE MARTIN MONUMENT, 20 FEET SOUTH
 CS2051'OF THE SOUTH END OF A ROW OF TREES, 23 FEET WEST OF A CEDAR
 CS2051'TREE, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT
 CS2051'BELOW THE TOP OF THE GROUND, A TRIANGULATION STATION DISK
 CS2051'STAMPED HILLSBORO 1948.
 CS2051'
 CS2051'HILLSBORO R.M. 1 IS 144.3 FEET SOUTH OF TRIANGULATION STATION
 CS2051'HILLSBORO 1948, 9.3 FEET EAST OF A 10 INCH HACKBERRY TREE,
 CS2051'31 FEET NORTH OF A FENCE, A REFERENCE MARK DISK SET IN THE
 CS2051'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 CS2051'HILLSBORO NO 1 1948.
 CS2051'
 CS2051'HILLSBORO R.M. 2 IS 104.5 FEET NORTHWEST OF TRIANGULATION
 CS2051'STATION HILLSBORO 1948, 14 FEET NORTH OF THE CENTER LINE
 CS2051'OF AN EAST AND WEST DRIVEWAY, 16 FEET WEST OF THE CENTER
 CS2051'LINE OF A NORTH AND SOUTH DRIVEWAY, 10.7 FEET SOUTHEAST OF
 CS2051'THE SOUTHEAST CORNER OF THE PRITCHETT MONUMENT, A REFERENCE
 CS2051'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS2051'0.1 FOOT ABOVE THE GROUND, STAMPED HILLSBORO NO 2 1948.
 CS2051'
 CS2051'HILLSBORO AZIMUTH 1948 WAS SEARCHED FOR BUT NOT RECOVERED.
 CS2051'IT MAY HAVE BEEN DESTROYED DURING CONSTRUCTION AND RELOCATION
 CS2051'ON U.S. HIGHWAY 77.
 CS2051
 CS2051                          STATION RECOVERY (1952)
 CS2051
 CS2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 CS2051'1.0 MI N FROM HILLSBORO.
 CS2051'0.7 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT HILLSBORO,
 CS2051'THENCE 0.15 MILE EAST ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH ALONG
 CS2051'THE WEST SIDE OF THE RIDGE PARK CEMETERY, THENCE 0.05 MILE EAST ALONG
 CS2051'A DRIVEWAY, 37 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 CS2051'DRIVEWAY, 29.5 FEET EAST OF THE SOUTHEAST CORNER OF THE MARTIN
 CS2051'MONUMENT, 20 FEET SOUTH OF THE SOUTH END OF A ROW OF TREES, 23 FEET
 CS2051'WEST OF A CEDAR TREE, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1
 CS2051'FOOT BELOW THE TOP OF THE GROUND.
 CS2051
 CS2051                          STATION RECOVERY (1980)
 CS2051
 CS2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 CS2051'RECOVERED AS DESCRIBED.
 CS2051
 CS2051                          STATION RECOVERY (1980)
 CS2051
 CS2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2051'RECOVERED IN GOOD CONDITION.
 CS2051
 CS2051                          STATION RECOVERY (1995)
 CS2051
 CS2051'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2051'MARK NOT FOUND.
 CS2051
 CS2051                          STATION RECOVERY (1997)
 CS2051
 CS2051'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997
 CS2051'ALL REFERENCES TO NEARBY TREES SHOULD BE DELETED AND THE BURIAL
 CS2051'PLOT CURBING NEARBY SHOULD BE INDENTIFIED AS BELONGING TO THE
 CS2051'MARTIN FAMILY.  THE MONUMENT WAS FOUND BY UTILIZING A HANDHELD
 CS2051'GPS RECEIVER.
 CS2051
 CS2051                          STATION RECOVERY (2000)
 CS2051
 CS2051'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (LJL)
 CS2051'RECOVERED IN GOOD CONDITION.
 CS2051
 CS2051                          STATION RECOVERY (2003)
 CS2051
 CS2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RTN)
 CS2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3066 ***********************************************************************
 CS3066  DESIGNATION -  HILLSBORO COTTON MILLS TANK
 CS3066  PID         -  CS3066
 CS3066  STATE/COUNTY-  TX/HILL
 CS3066  USGS QUAD   -  HILLSBORO WEST (1976)
 CS3066
 CS3066                         *CURRENT SURVEY CONTROL
 CS3066  ___________________________________________________________________
 CS3066* NAD 83(1993)-  32 00 48.60188(N)    097 08 03.89866(W)     ADJUSTED  
 CS3066* NAVD 88     -                                                        
 CS3066  ___________________________________________________________________
 CS3066  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 CS3066  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CS3066
 CS3066  HORZ ORDER  -  THIRD
 CS3066
 CS3066.The horizontal coordinates were established by classical geodetic methods
 CS3066.and adjusted by the National Geodetic Survey in February 1996..
 CS3066
 CS3066
 CS3066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3066
 CS3066.The geoid height was determined by GEOID03.
 CS3066
 CS3066;                    North         East     Units Scale Factor Converg.
 CS3066;SPC TXNC     - 2,039,300.580   729,020.310   MT  1.00003534   +0 44 41.2
 CS3066;SPC TXNC     - 6,690,605.32  2,391,794.13   sFT  1.00003534   +0 44 41.2
 CS3066;UTM  14      - 3,543,453.169   676,202.268   MT  0.99998290   +0 59 21.3
 CS3066
 CS3066                          SUPERSEDED SURVEY CONTROL
 CS3066
 CS3066  NAD 83(1986)-  32 00 48.60973(N)    097 08 03.87873(W) AD(       ) 4
 CS3066  NAD 27      -  32 00 48.04900(N)    097 08 02.85200(W) AD(       ) 3
 CS3066
 CS3066.Superseded values are not recommended for survey control.
 CS3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3066.See file dsdata.txt to determine how the superseded data were derived.
 CS3066
 CS3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7620243453(NAD 83)
 CS3066_MARKER: 51 = TANK
 CS3066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3066+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 CS3066
 CS3066  HISTORY     - Date     Condition        Report By
 CS3066  HISTORY     - 1948     FIRST OBSERVED   CGS
 CS3066  HISTORY     - 19950715 GOOD             USPSQD
 CS3066  HISTORY     - 20031011 GOOD             USPSQD
 CS3066
 CS3066                          STATION DESCRIPTION
 CS3066
 CS3066'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3066'THE STATION IS LOCATED IN THE CITY OF HILLSBORO ABOUT 1/4 MILE
 CS3066'WEST OF THE COURTHOUSE SQUARE ON THE GROUNDS OF THE HILLSBORO
 CS3066'COTTON MILLS.
 CS3066'
 CS3066'THE TANK IS OF STEEL CONSTRUCTION, FOUR-LEGGED, 33 FEET SQUARE
 CS3066'AT THE BASE, PAINTED SILVER AND 120 FEET HIGH.
 CS3066'
 CS3066'THE POINT INTERSECTED WAS A BALL AT THE APEX OF THE TANK.
 CS3066
 CS3066                          STATION RECOVERY (1995)
 CS3066
 CS3066'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS3066'RECOVERED IN GOOD CONDITION.
 CS3066
 CS3066                          STATION RECOVERY (2003)
 CS3066
 CS3066'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 CS3066'REPORTED POSITION IS OFF.  DUE TO SECURITY TOOK MEASUREMENTS WITH
 CS3066'GARMIN GPS 76 (WAAS) WITH 10.8 FEET ACCURACY TO MAKE INTERSECTION OF
 CS3066'CENTER OF TOWER
 CS3066'FIRST LINE FOR INTERSECT IS
 CS3066'32 00 45.0 (N) 097 07 55.3 (W) AND 32 00 46.2 (N) 097 07 55.3 (W)
 CS3066'SECOND LINE FOR INTERSECT IS
 CS3066'32 00 45.6 (N) 097 07 56.0 (W) AND 32 00 45.4 (N) 097 07 54.6 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3065 ***********************************************************************
 CS3065  DESIGNATION -  HILLSBORO HILL CO CTHSE TOWER
 CS3065  PID         -  CS3065
 CS3065  STATE/COUNTY-  TX/HILL
 CS3065  USGS QUAD   -  HILLSBORO WEST (1976)
 CS3065
 CS3065                         *CURRENT SURVEY CONTROL
 CS3065  ___________________________________________________________________
 CS3065* NAD 83(1993)-  32 00 40.53162(N)    097 07 50.71657(W)     ADJUSTED  
 CS3065* NAVD 88     -                                                        
 CS3065  ___________________________________________________________________
 CS3065  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 CS3065  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CS3065
 CS3065  HORZ ORDER  -  THIRD
 CS3065
 CS3065.The horizontal coordinates were established by classical geodetic methods
 CS3065.and adjusted by the National Geodetic Survey in February 1996..
 CS3065
 CS3065
 CS3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3065
 CS3065.The geoid height was determined by GEOID03.
 CS3065
 CS3065;                    North         East     Units Scale Factor Converg.
 CS3065;SPC TXNC     - 2,039,056.516   729,369.487   MT  1.00003605   +0 44 48.4
 CS3065;SPC TXNC     - 6,689,804.59  2,392,939.73   sFT  1.00003605   +0 44 48.4
 CS3065;UTM  14      - 3,543,210.609   676,552.464   MT  0.99998443   +0 59 28.0
 CS3065
 CS3065                          SUPERSEDED SURVEY CONTROL
 CS3065
 CS3065  NAD 83(1986)-  32 00 40.53950(N)    097 07 50.69663(W) AD(       ) 4
 CS3065  NAD 27      -  32 00 39.97800(N)    097 07 49.67000(W) AD(       ) 3
 CS3065
 CS3065.Superseded values are not recommended for survey control.
 CS3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3065.See file dsdata.txt to determine how the superseded data were derived.
 CS3065
 CS3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7655243211(NAD 83)
 CS3065_MARKER: 55 = TOWER
 CS3065
 CS3065  HISTORY     - Date     Condition        Report By
 CS3065  HISTORY     - 1944     FIRST OBSERVED   CGS
 CS3065  HISTORY     - 1948     GOOD             CGS
 CS3065  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 CS3065
 CS3065                          STATION DESCRIPTION
 CS3065
 CS3065'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3065'STATION IS THE CENTER OF THE HILL COUNTY COURTHOUSE TOWER,
 CS3065'LOCATED IN THE CITY SQUARE OF THE CITY OF HILLSBORO.  THE
 CS3065'TOWER IS LOCATED IN THE CENTER OF THE COURTHOUSE BUILDING AND
 CS3065'IS ABOUT 100 FEET HIGH.  IT IS A SQUARE STRUCTURE WITH A CLOCK ON
 CS3065'THE FOUR SIDES.
 CS3065'
 CS3065'THIS IS AN INTERSECTION STATION.
 CS3065
 CS3065                          STATION RECOVERY (1948)
 CS3065
 CS3065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3065'THIS STATION IS LOCATED IN THE CENTER OF THE SQUARE IN HILLSBORO.
 CS3065'IT IS THE HIGHEST BUILDING IN THE CITY, THE TOTAL HEIGHT OF THE
 CS3065'COURT HOUSE AND LIGHT BEING APPROXIMATELY 110 FEET.  THE
 CS3065'CLOCK TOWER IS ABOUT 40 FEET HIGHER THAN THE BUILDING PROPER
 CS3065'AND AT THE TOP IS A 10 FOOT STEEL TOWER TOPPED BY A LARGE
 CS3065'GLASS GLOBE WHICH IS LIGHTED AT NIGHT.  THE CLOCK TOWER IS
 CS3065'SILVER IN COLOR.
 CS3065'
 CS3065'THE POINT INTERSECTED WAS THE GLOBE AT THE APEX OF THE TOWER.
 CS3065
 CS3065                          STATION RECOVERY (1995)
 CS3065
 CS3065'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS3065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3063 ***********************************************************************
 CS3063  DESIGNATION -  HILLSBORO MUNICIPAL STANDPIPE
 CS3063  PID         -  CS3063
 CS3063  STATE/COUNTY-  TX/HILL
 CS3063  USGS QUAD   -  HILLSBORO WEST (1976)
 CS3063
 CS3063                         *CURRENT SURVEY CONTROL
 CS3063  ___________________________________________________________________
 CS3063* NAD 83(1993)-  32 00 40.81840(N)    097 08 04.65541(W)     ADJUSTED  
 CS3063* NAVD 88     -                                                        
 CS3063  ___________________________________________________________________
 CS3063  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 CS3063  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CS3063
 CS3063  HORZ ORDER  -  THIRD
 CS3063
 CS3063.The horizontal coordinates were established by classical geodetic methods
 CS3063.and adjusted by the National Geodetic Survey in February 1996..
 CS3063
 CS3063
 CS3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3063
 CS3063.The geoid height was determined by GEOID03.
 CS3063
 CS3063;                    North         East     Units Scale Factor Converg.
 CS3063;SPC TXNC     - 2,039,060.588   729,003.567   MT  1.00003602   +0 44 40.8
 CS3063;SPC TXNC     - 6,689,817.95  2,391,739.20   sFT  1.00003602   +0 44 40.8
 CS3063;UTM  14      - 3,543,213.120   676,186.549   MT  0.99998283   +0 59 20.6
 CS3063
 CS3063                          SUPERSEDED SURVEY CONTROL
 CS3063
 CS3063  NAD 83(1986)-  32 00 40.82628(N)    097 08 04.63534(W) AD(       ) 4
 CS3063  NAD 27      -  32 00 40.27100(N)    097 08 03.60300(W) AD(       ) 3
 CS3063
 CS3063.Superseded values are not recommended for survey control.
 CS3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3063.See file dsdata.txt to determine how the superseded data were derived.
 CS3063
 CS3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7618743213(NAD 83)
 CS3063_MARKER: 52 = STANDPIPE TANK
 CS3063
 CS3063  HISTORY     - Date     Condition        Report By
 CS3063  HISTORY     - 1944     FIRST OBSERVED   CGS
 CS3063  HISTORY     - 1948     GOOD             CGS
 CS3063  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 CS3063
 CS3063                          STATION DESCRIPTION
 CS3063
 CS3063'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3063'STATION IS THE CENTER OF THE TALL, SLENDER, MUNICIPAL STANDPIPE
 CS3063'LOCATED 1 BLOCK W OF THE RAILROAD DEPOT AND ABOUT 50 YARDS
 CS3063'N OF STATE HIGHWAY 22 IN THE W PART OF THE CITY OF HILLSBORO.
 CS3063'THE STANDPIPE IS PAINTED GRAY AND IS ABOUT 100 FEET HIGH.
 CS3063'
 CS3063'THIS IS AN INTERSECTION STATION.
 CS3063
 CS3063                          STATION RECOVERY (1948)
 CS3063
 CS3063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3063'THE STATION IS LOCATED IN THE CITY OF HILLSBORO ABOUT 1/4 MILE
 CS3063'WEST OF THE COURTHOUSE SQUARE AND 30 FEET WEST OF THE WESTERNMOST
 CS3063'RAIL OF RAILROAD TRACKS.
 CS3063'
 CS3063'THE STANDPIPE IS OF STEEL CONSTRUCTION, 130 FEET HIGH, PAINTED
 CS3063'SILVER AND 16 FEET IN DIAMETER AT THE BASE.
 CS3063'
 CS3063'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STANDPIPE.
 CS3063
 CS3063                          STATION RECOVERY (1995)
 CS3063
 CS3063'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS3063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3061 ***********************************************************************
 CS3061  DESIGNATION -  HILLSBORO RADIO STA KHBR MAST
 CS3061  PID         -  CS3061
 CS3061  STATE/COUNTY-  TX/HILL
 CS3061  USGS QUAD   -  HILLSBORO WEST (1976)
 CS3061
 CS3061                         *CURRENT SURVEY CONTROL
 CS3061  ___________________________________________________________________
 CS3061* NAD 83(1993)-  32 01 28.56112(N)    097 07 37.14775(W)     ADJUSTED  
 CS3061* NAVD 88     -                                                        
 CS3061  ___________________________________________________________________
 CS3061  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 CS3061  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CS3061
 CS3061  HORZ ORDER  -  THIRD
 CS3061
 CS3061.The horizontal coordinates were established by classical geodetic methods
 CS3061.and adjusted by the National Geodetic Survey in February 1996..
 CS3061
 CS3061
 CS3061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3061
 CS3061.The geoid height was determined by GEOID03.
 CS3061
 CS3061;                    North         East     Units Scale Factor Converg.
 CS3061;SPC TXNC     - 2,040,540.491   729,706.246   MT  1.00003189   +0 44 55.8
 CS3061;SPC TXNC     - 6,694,673.26  2,394,044.58   sFT  1.00003189   +0 44 55.8
 CS3061;UTM  14      - 3,544,695.935   676,882.872   MT  0.99998586   +0 59 36.6
 CS3061
 CS3061                          SUPERSEDED SURVEY CONTROL
 CS3061
 CS3061  NAD 83(1986)-  32 01 28.56894(N)    097 07 37.12789(W) AD(       ) 4
 CS3061  NAD 27      -  32 01 28.00900(N)    097 07 36.10400(W) AD(       ) 3
 CS3061
 CS3061.Superseded values are not recommended for survey control.
 CS3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3061.See file dsdata.txt to determine how the superseded data were derived.
 CS3061
 CS3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7688344696(NAD 83)
 CS3061_MARKER: 42 = RADIO/TV MAST
 CS3061
 CS3061  HISTORY     - Date     Condition        Report By
 CS3061  HISTORY     - 1948     FIRST OBSERVED   CGS
 CS3061  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 CS3061
 CS3061                          STATION DESCRIPTION
 CS3061
 CS3061'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3061'THE STATION IS LOCATED ABOUT 1 MILE NORTH-NORTHEAST OF THE
 CS3061'COURTHOUSE SQUARE IN HILLSBORO.
 CS3061'
 CS3061'THE SINGLE TOWER IS OF STEEL CONSTRUCTION, 190 FEET HIGH, PAINTED
 CS3061'RED AND WHITE AND HAS THREE RED OBSTRUCTION LIGHTS SPACED
 CS3061'ABOUT EQUAL DISTANT FROM THE MIDDLE OF THE TOWER TO THE TOP.
 CS3061'
 CS3061'THE POINT INTERSECTED WAS THE RED OBSTRUCTION LIGHT AT THE
 CS3061'TOP OF THE TOWER.
 CS3061'
 CS3061'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 CS3061'SQUARE IN HILLSBORO, GO NORTH ON U.S. HIGHWAYS 77 AND 81 FOR
 CS3061'0.4 MILE TO THEIR JUNCTION.  CONTINUE NORTH-NORTHEAST OF
 CS3061'U.S. HIGHWAY 77 FOR 0.4 MILE TO A TRACK ROAD LEFT.  TURN LEFT
 CS3061'AND GO NORTHWEST ON TRACK ROAD FOR 0.1 MILE TO THE STATION
 CS3061'ON THE RIGHT.
 CS3061
 CS3061                          STATION RECOVERY (1995)
 CS3061
 CS3061'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS3061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2052 ***********************************************************************
 CS2052  DESIGNATION -  HILLSBORO RM 1
 CS2052  PID         -  CS2052
 CS2052  STATE/COUNTY-  TX/HILL
 CS2052  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2052
 CS2052                         *CURRENT SURVEY CONTROL
 CS2052  ___________________________________________________________________
 CS2052* NAD 83(1986)-  32 01 09.     (N)    097 07 28.     (W)     SCALED    
 CS2052* NAVD 88     -       182.497  (meters)     598.74   (feet)  ADJUSTED  
 CS2052  ___________________________________________________________________
 CS2052  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CS2052  DYNAMIC HT  -         182.273 (meters)     598.01  (feet)  COMP
 CS2052  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 CS2052
 CS2052  VERT ORDER  -  FIRST     CLASS II
 CS2052
 CS2052.The horizontal coordinates were scaled from a topographic map and have
 CS2052.an estimated accuracy of +/- 6 seconds.
 CS2052
 CS2052.The orthometric height was determined by differential leveling
 CS2052.and adjusted by the National Geodetic Survey in June 1991..
 CS2052
 CS2052.The geoid height was determined by GEOID03.
 CS2052
 CS2052.The dynamic height is computed by dividing the NAVD 88
 CS2052.geopotential number by the normal gravity value computed on the
 CS2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2052.degrees latitude (g = 980.6199 gals.).
 CS2052
 CS2052.The modeled gravity was interpolated from observed gravity values.
 CS2052
 CS2052;                    North         East    Units  Estimated Accuracy
 CS2052;SPC TXNC     - 2,039,940.      729,950.      MT  (+/- 180 meters Scaled)
 CS2052
 CS2052                          SUPERSEDED SURVEY CONTROL
 CS2052
 CS2052  NGVD 29 (??/??/92)  182.459  (m)          598.62   (f) ADJ UNCH    1 2
 CS2052
 CS2052.Superseded values are not recommended for survey control.
 CS2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2052.See file dsdata.txt to determine how the superseded data were derived.
 CS2052
 CS2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA771440(NAD 83)
 CS2052_MARKER: DR = REFERENCE MARK DISK
 CS2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2052_STAMPING: HILLSBORO NO 1 1948
 CS2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2052+STABILITY: SURFACE MOTION
 CS2052
 CS2052  HISTORY     - Date     Condition        Report By
 CS2052  HISTORY     - 1948     MONUMENTED       CGS
 CS2052  HISTORY     - 1952     GOOD             NGS
 CS2052  HISTORY     - 1980     MARK NOT FOUND   NGS
 CS2052  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS2052
 CS2052                          STATION DESCRIPTION
 CS2052
 CS2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2052'1.0 MI N FROM HILLSBORO.
 CS2052'0.7 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT HILLSBORO,
 CS2052'THENCE 0.15 MILE EAST ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH ALONG
 CS2052'THE WEST SIDE OF THE RIDGE PARK CEMETERY, THENCE 0.05 MILE EAST ALONG
 CS2052'A DRIVEWAY, 144.3 FEET SOUTH OF TRIANGULATION STATION HILLSBORO 1948,
 CS2052'9.3 FEET EAST OF A 10 INCH HACKBERRY TREE, 31 FEET NORTH OF A FENCE,
 CS2052'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 CS2052
 CS2052                          STATION RECOVERY (1980)
 CS2052
 CS2052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2052'MARK NOT FOUND.
 CS2052
 CS2052                          STATION RECOVERY (1999)
 CS2052
 CS2052'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2053 ***********************************************************************
 CS2053  DESIGNATION -  HILLSBORO RM 2
 CS2053  PID         -  CS2053
 CS2053  STATE/COUNTY-  TX/HILL
 CS2053  USGS QUAD   -  HILLSBORO EAST (1978)
 CS2053
 CS2053                         *CURRENT SURVEY CONTROL
 CS2053  ___________________________________________________________________
 CS2053* NAD 83(1986)-  32 01 09.     (N)    097 07 29.     (W)     SCALED    
 CS2053* NAVD 88     -       184.797  (meters)     606.29   (feet)  ADJUSTED  
 CS2053  ___________________________________________________________________
 CS2053  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CS2053  DYNAMIC HT  -         184.570 (meters)     605.54  (feet)  COMP
 CS2053  MODELED GRAV-     979,407.4   (mgal)                       NAVD 88
 CS2053
 CS2053  VERT ORDER  -  FIRST     CLASS II
 CS2053
 CS2053.The horizontal coordinates were scaled from a topographic map and have
 CS2053.an estimated accuracy of +/- 6 seconds.
 CS2053
 CS2053.The orthometric height was determined by differential leveling
 CS2053.and adjusted by the National Geodetic Survey in June 1991..
 CS2053.WARNING-Repeat measurements at this control monument indicate possible
 CS2053.vertical movement.
 CS2053
 CS2053.The geoid height was determined by GEOID03.
 CS2053
 CS2053.The dynamic height is computed by dividing the NAVD 88
 CS2053.geopotential number by the normal gravity value computed on the
 CS2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2053.degrees latitude (g = 980.6199 gals.).
 CS2053
 CS2053.The modeled gravity was interpolated from observed gravity values.
 CS2053
 CS2053;                    North         East    Units  Estimated Accuracy
 CS2053;SPC TXNC     - 2,039,940.      729,930.      MT  (+/- 180 meters Scaled)
 CS2053
 CS2053                          SUPERSEDED SURVEY CONTROL
 CS2053
 CS2053.No superseded survey control is available for this station.
 CS2053
 CS2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA771440(NAD 83)
 CS2053_MARKER: DR = REFERENCE MARK DISK
 CS2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2053_STAMPING: HILLSBORO NO 2 1948
 CS2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2053+STABILITY: SURFACE MOTION
 CS2053
 CS2053  HISTORY     - Date     Condition        Report By
 CS2053  HISTORY     - 1948     MONUMENTED       CGS
 CS2053  HISTORY     - 1952     GOOD             NGS
 CS2053  HISTORY     - 1980     GOOD             NGS
 CS2053  HISTORY     - 19950408 GOOD             USPSQD
 CS2053
 CS2053                          STATION DESCRIPTION
 CS2053
 CS2053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2053'1.0 MI N FROM HILLSBORO.
 CS2053'0.7 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT HILLSBORO,
 CS2053'THENCE 0.15 MILE EAST ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH ALONG
 CS2053'THE WEST SIDE OF THE RIDGE PARK CEMETERY, THENCE 0.05 MILE EAST ALONG
 CS2053'A DRIVEWAY, 104.5 FEET NORTHWEST OF TRIANGULATION STATION HILLSBORO
 CS2053'1948, 14 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST DRIVEWAY,
 CS2053'16 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH DRIVEWAY, 10.7
 CS2053'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PRITCHETT MONUMENT, SET
 CS2053'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 CS2053'GROUND.
 CS2053
 CS2053                          STATION RECOVERY (1980)
 CS2053
 CS2053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CS2053'RECOVERED IN GOOD CONDITION.
 CS2053
 CS2053                          STATION RECOVERY (1995)
 CS2053
 CS2053'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3145 ***********************************************************************
 CS3145  DESIGNATION -  HILLTOP ADDITION TANK
 CS3145  PID         -  CS3145
 CS3145  STATE/COUNTY-  TX/PARKER
 CS3145  USGS QUAD   -  SPRINGTOWN SE (1955)
 CS3145
 CS3145                         *CURRENT SURVEY CONTROL
 CS3145  ___________________________________________________________________
 CS3145* NAD 83(1993)-  32 46 54.90221(N)    097 33 20.78650(W)     ADJUSTED  
 CS3145* NAVD 88     -                                                        
 CS3145  ___________________________________________________________________
 CS3145  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 CS3145  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CS3145
 CS3145  HORZ ORDER  -  THIRD
 CS3145
 CS3145.The horizontal coordinates were established by classical geodetic methods
 CS3145.and adjusted by the National Geodetic Survey in February 1996..
 CS3145
 CS3145
 CS3145.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3145
 CS3145.The geoid height was determined by GEOID03.
 CS3145
 CS3145;                    North         East     Units Scale Factor Converg.
 CS3145;SPC TXNC     - 2,124,067.428   688,445.914   MT  0.99988364   +0 30 53.9
 CS3145;SPC TXNC     - 6,968,711.22  2,258,676.30   sFT  0.99988364   +0 30 53.9
 CS3145;UTM  14      - 3,628,033.755   635,250.474   MT  0.99982556   +0 46 55.5
 CS3145
 CS3145                          SUPERSEDED SURVEY CONTROL
 CS3145
 CS3145  NAD 83(1993)-  32 46 54.90409(N)    097 33 20.77000(W) AD(       ) 4
 CS3145  NAD 83(1986)-  32 46 54.90513(N)    097 33 20.76990(W) AD(       ) 4
 CS3145  NAD 27      -  32 46 54.44625(N)    097 33 19.68086(W) AD(       ) 3
 CS3145
 CS3145.Superseded values are not recommended for survey control.
 CS3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3145.See file dsdata.txt to determine how the superseded data were derived.
 CS3145
 CS3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB3525028034(NAD 83)
 CS3145_MARKER: 53 = ELEVATED TANK
 CS3145
 CS3145  HISTORY     - Date     Condition        Report By
 CS3145  HISTORY     - 1967     FIRST OBSERVED   CGS
 CS3145  HISTORY     - 19910527 GOOD             USPSQD
 CS3145  HISTORY     - 19970524 GOOD             USPSQD
 CS3145  HISTORY     - 20050212 GOOD             USPSQD
 CS3145
 CS3145                          STATION DESCRIPTION
 CS3145
 CS3145'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3145'THE STATION IS ABOUT 6 MILES WEST OF WHITE SETTLEMENT, ABOUT
 CS3145'1/2 MILE WEST OF THE TARRANT-PARKER COUNTY LINE, AND 4 MILES
 CS3145'NORTH OF U.S. HIGHWAY 80-180, ON THE HIGHEST PART OF A GRASSY
 CS3145'HILL, AT A SMALL SETTLEMENT KNOWN AS HILLTOP ADDITION.
 CS3145'THE TANK IS ELEVATED ON A 4-LEGGED STEEL STRUCTURE, PAINTED
 CS3145'PALE GREEN, AND IS ABOUT 90 FEET IN HEIGHT OVERALL.  THE
 CS3145'APEX OF TANK WAS POINT INTERSECTED.
 CS3145
 CS3145                          STATION RECOVERY (1991)
 CS3145
 CS3145'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS3145'RECOVERED IN GOOD CONDITION.
 CS3145
 CS3145                          STATION RECOVERY (1997)
 CS3145
 CS3145'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS3145'RECOVERED IN GOOD CONDITION.
 CS3145
 CS3145                          STATION RECOVERY (2005)
 CS3145
 CS3145'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGC)
 CS3145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0639 ***********************************************************************
 AO0639  DESIGNATION -  HINDES
 AO0639  PID         -  AO0639
 AO0639  STATE/COUNTY-  TX/ATASCOSA
 AO0639  USGS QUAD   -  SAN MIGUEL RANCH (1969)
 AO0639
 AO0639                         *CURRENT SURVEY CONTROL
 AO0639  ___________________________________________________________________
 AO0639* NAD 83(1993)-  28 43 29.49208(N)    098 43 17.08829(W)     ADJUSTED  
 AO0639* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 AO0639  ___________________________________________________________________
 AO0639  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AO0639  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AO0639
 AO0639  HORZ ORDER  -  FIRST
 AO0639
 AO0639.The horizontal coordinates were established by classical geodetic methods
 AO0639.and adjusted by the National Geodetic Survey in February 1996..
 AO0639
 AO0639.The orthometric height was scaled from a topographic map.
 AO0639
 AO0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0639
 AO0639.The geoid height was determined by GEOID03.
 AO0639
 AO0639;                    North         East     Units Scale Factor Converg.
 AO0639;SPC TXSC     - 4,098,838.924   627,214.529   MT  0.99991951   +0 08 11.3
 AO0639;SPC TXSC     -13,447,607.37  2,057,786.33   sFT  0.99991951   +0 08 11.3
 AO0639;UTM  14      - 3,177,534.752   527,205.917   MT  0.99960913   +0 08 02.0
 AO0639
 AO0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0639!SPC TXSC     -   0.99998009  x   0.99991951  =   0.99989960
 AO0639!UTM  14      -   0.99998009  x   0.99960913  =   0.99958922
 AO0639
 AO0639:                Primary Azimuth Mark                     Grid Az
 AO0639:SPC TXSC     -  CHARLOTTE MUNICIPAL TANK                 006 42 39.3
 AO0639:UTM  14      -  CHARLOTTE MUNICIPAL TANK                 006 42 48.6
 AO0639
 AO0639|---------------------------------------------------------------------|
 AO0639| PID    Reference Object                     Distance      Geod. Az  |
 AO0639|                                                           dddmmss.s |
 AO0639| AO0627 CHARLOTTE MUNICIPAL TANK            APPROX.15.2 KM 0065050.6 |
 AO0639| CV5183 HINDES RM 1                          23.144 METERS 01753     |
 AO0639| AO0637 LYONS                               APPROX. 6.3 KM 0750404.1 |
 AO0639| CV5184 HINDES RM 2                          28.672 METERS 12941     |
 AO0639| CV5182 HINDES AZ MK                                       1581643.8 |
 AO0639|---------------------------------------------------------------------|
 AO0639
 AO0639                          SUPERSEDED SURVEY CONTROL
 AO0639
 AO0639  NAD 83(1986)-  28 43 29.49617(N)    098 43 17.06606(W) AD(       ) 1
 AO0639  NAD 27      -  28 43 28.56300(N)    098 43 15.98000(W) AD(       ) 1
 AO0639
 AO0639.Superseded values are not recommended for survey control.
 AO0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0639.See file dsdata.txt to determine how the superseded data were derived.
 AO0639
 AO0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS2720677535(NAD 83)
 AO0639_MARKER: DS = TRIANGULATION STATION DISK
 AO0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0639_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0639
 AO0639  HISTORY     - Date     Condition        Report By
 AO0639  HISTORY     - 1952     MONUMENTED       CGS
 AO0639  HISTORY     - 1969     GOOD             CGS
 AO0639
 AO0639                          STATION DESCRIPTION
 AO0639
 AO0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0639'THE STATION IS ABOUT 10 MILES SOUTH OF CHARLOTTE, AND ABOUT
 AO0639'4 MILES EAST OF HINDES.  IT IS ON THE TOP OF A LOW BRUSH
 AO0639'COVERED RIDGE.
 AO0639'
 AO0639'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 97 AND FARM ROAD
 AO0639'140 IN CHARLOTTE, GO SOUTHWEST ON STATE HIGHWAY 97 FOR 4.3
 AO0639'MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT, SOUTHEAST, AND
 AO0639'GO 2.8 MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD
 AO0639'ON DIRT ROAD FOR 3.25 MILES TO THE TOP OF A LOW RIDGE AND
 AO0639'STATION SITE ON THE RIGHT.
 AO0639'
 AO0639'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 AO0639'DIRT ROAD FOR 0.35 MILE TO AZIMUTH MARK ON THE RIGHT.
 AO0639'
 AO0639'ALL MARKS ARE STANDARD BRONZE TABLETS SET IN THE TOP OF
 AO0639'CONCRETE CYLINDERS.
 AO0639'
 AO0639'THE STATION MARK IS STAMPED HINDES 1952, AND PROJECTS 4 INCHES.
 AO0639'IT IS LOCATED 24 FEET WEST OF THE CENTER LINE OF A DIRT ROAD.
 AO0639'6 FEET EAST OF A WHITE WITNESS POST.  AND 6 FEET EAST OF THE WEST
 AO0639'RIGHT-OF-WAY FENCE LINE.
 AO0639'
 AO0639'REFERENCE MARK NO. 1 IS STAMPED HINDES NO 1 1952, AND PROJECTS
 AO0639'6 INCHES.  IT IS LOCATED 21 FEET EAST OF THE CENTER LINE OF A
 AO0639'DIRT ROAD, AND 2 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE
 AO0639'LINE.
 AO0639'
 AO0639'REFERENCE MARK NO. 2 IS STAMPED HINDES NO 2 1952, AND PROJECTS
 AO0639'6 INCHES.  IT IS LOCATED 21 FEET EAST OF THE CENTER LINE
 AO0639'OF A DIRT ROAD, AND 2 FEET WEST OF THE EAST RIGHT-OF-WAY
 AO0639'FENCE LINE.
 AO0639'
 AO0639'AZIMUTH MARK IS STAMPED HINDES 1952, AND PROJECTS 6 INCHES.
 AO0639'IT IS LOCATED 25 FEET EAST OF THE CENTER LINE OF A DIRT ROAD.
 AO0639'8 FEET SOUTHWEST OF A WHITE WITNESS POST.  AND 5 FEET WEST
 AO0639'OF THE EAST RIGHT-OF-WAY FENCE LINE.
 AO0639'
 AO0639'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 AO0639
 AO0639                          STATION RECOVERY (1969)
 AO0639
 AO0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GDF)
 AO0639'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION WITH
 AO0639'THE EXCEPTION THAT THE AZIMUTH MARK HAS BEEN TILTED BY ROAD
 AO0639'MACHINERY.
 AO0639'
 AO0639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CHARLOTTE,
 AO0639'10 MILES SOUTH OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1474 ***********************************************************************
 AH1474  DESIGNATION -  HINDJOSO
 AH1474  PID         -  AH1474
 AH1474  STATE/COUNTY-  TX/KLEBERG
 AH1474  USGS QUAD   -  SOUTH BIRD ISLAND NW (1975)
 AH1474
 AH1474                         *CURRENT SURVEY CONTROL
 AH1474  ___________________________________________________________________
 AH1474* NAD 83(1993)-  27 23 48.79740(N)    097 29 43.85355(W)     ADJUSTED  
 AH1474* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AH1474  ___________________________________________________________________
 AH1474  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AH1474  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH1474
 AH1474  HORZ ORDER  -  SECOND
 AH1474
 AH1474.The horizontal coordinates were established by classical geodetic methods
 AH1474.and adjusted by the National Geodetic Survey in February 1996..
 AH1474
 AH1474.The orthometric height was scaled from a topographic map.
 AH1474
 AH1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1474
 AH1474.The geoid height was determined by GEOID03.
 AH1474
 AH1474;                    North         East     Units Scale Factor Converg.
 AH1474;SPC TX S     - 5,192,090.828   399,338.517   MT  0.99991856   +0 27 21.8
 AH1474;SPC TX S     -17,034,384.66  1,310,163.12   sFT  0.99991856   +0 27 21.8
 AH1474;UTM  14      - 3,031,294.291   648,750.093   MT  0.99987313   +0 41 32.7
 AH1474
 AH1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1474!SPC TX S     -   1.00000291  x   0.99991856  =   0.99992147
 AH1474!UTM  14      -   1.00000291  x   0.99987313  =   0.99987604
 AH1474
 AH1474|---------------------------------------------------------------------|
 AH1474| PID    Reference Object                     Distance      Geod. Az  |
 AH1474|                                                           dddmmss.s |
 AH1474| CV3302 HINDJOSO RM 2                        22.516 METERS 22323     |
 AH1474| CV3300 HINDJOSO AZ MK                                     2785440.5 |
 AH1474| AH1489 PORTALES                            APPROX.11.5 KM 2904203.6 |
 AH1474| CV3301 HINDJOSO RM 1                        14.618 METERS 31942     |
 AH1474|---------------------------------------------------------------------|
 AH1474
 AH1474                          SUPERSEDED SURVEY CONTROL
 AH1474
 AH1474  NAD 83(1986)-  27 23 48.81307(N)    097 29 43.82825(W) AD(       ) 2
 AH1474  NAD 27      -  27 23 47.67400(N)    097 29 42.85900(W) AD(       ) 2
 AH1474
 AH1474.Superseded values are not recommended for survey control.
 AH1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1474.See file dsdata.txt to determine how the superseded data were derived.
 AH1474
 AH1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4875031294(NAD 83)
 AH1474_MARKER: DS = TRIANGULATION STATION DISK
 AH1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1474
 AH1474  HISTORY     - Date     Condition        Report By
 AH1474  HISTORY     - 1949     MONUMENTED       CGS
 AH1474  HISTORY     - 1949     GOOD             CGS
 AH1474  HISTORY     - 1967     GOOD             CGS
 AH1474
 AH1474                          STATION DESCRIPTION
 AH1474
 AH1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1474'THE STATION IS LOCATED ABOUT 25.0 MILES EAST-SOUTHEAST OF
 AH1474'KINGSVILLE, 9.5 MILES SOUTH OF THE LAURELES RANCH, 3.0 MILES
 AH1474'EAST-NORTHEAST OF THE PORTALES ALAZAN CAMP, ON A MESQUITE
 AH1474'COVERED RIDGE ABOUT 0.5 MILE WEST OF THE SHORE OF ALAZAN
 AH1474'BAY AND 1.5 MILES SOUTH OF CAYO HINDJOSO.  IT IS 16.5 FEET
 AH1474'SOUTHWEST OF A TRIANGULAR BLAZED 8 INCH MESQUITE TREE AND
 AH1474'4 FEET EAST OF WITNESS POST.  IT IS STAMPED HINDJOSO 1949
 AH1474'AND PROJECTS 3 INCHES.
 AH1474'
 AH1474'REFERENCE MARK NO 1 IS NORTHWEST OF THE STATION.  IT IS STAMPED
 AH1474'HINDJOSO NO 1 1949 AND PROJECTS 4 INCHES.
 AH1474'
 AH1474'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, SET
 AH1474'IN A CLEARING.  IT IS STAMPED HINDJOSO NO 2 1949 AND PROJECTS
 AH1474'6 INCHES.
 AH1474'
 AH1474'THE AZIMUTH MARK IS ABOUT 0.35 MILE WEST OF THE STATION,
 AH1474'10 FEET NORTH OF TRACK ROAD AND 8 FEET EAST-NORTHEAST OF
 AH1474'WITNESS POST.  IT IS STAMPED HINDJOSO 1949 AND PROJECTS 2
 AH1474'INCHES.
 AH1474'
 AH1474'TO REACH THE STATION FROM THE POST OFFICE IN KINGSVILLE,
 AH1474'GO SOUTH ON U.S. HIGHWAY 77 FOR 0.7 MILE TO E CEASER STREET
 AH1474'(THE STEAK HOUSE ON RIGHT), TURN LEFT ON E CEASER STREET
 AH1474'AND GO 2.7 MILES TO T-INTERSECTION, TURN LEFT AND FOLLOW
 AH1474'WINDING ROAD FOR 1.7 MILES TO GATE INTO KING RANCH (GUARD
 AH1474'AT GATE), FROM GATE CONTINUE FOR 0.5 MILE TO FORK, BEAR
 AH1474'RIGHT AND CONTINUE SOUTHEAST FOR 3.05 MILES TO FORK, BEAR LEFT
 AH1474'AND CONTINUE EAST, STRAIGHT AHEAD FOR 15.8 MILES PASSING
 AH1474'THROUGH 5 GATES TO A LARGE METAL GATE INTO RANCH YARD AT
 AH1474'PORTALES ALAZAN CAMP (TWO RANCH HOUSES AND LARGE METAL
 AH1474'BARN), PASS THROUGH GATE AND GO NORTHEAST ACROSS YARD
 AH1474'FOR 0.1 MILE TO ANOTHER GATE IN FENCE ENCLOSURE AROUND
 AH1474'BUILDINGS, PASS THROUGH GATE AND CONTINUE STRAIGHT AHEAD
 AH1474'ON SOUTH SIDE OF FENCE LINE FOR 2.05 TO DIM FORKS,
 AH1474'KEEP RIGHT AND CONTINUE FOR 0.8 MILE TO DIM TRACK ROAD
 AH1474'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO THE
 AH1474'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE STRAIGHT
 AH1474'AHEAD PICKING WAY THROUGH MESQUITE AND AROUND MUDDY SPOTS
 AH1474'FOR 0.35 MILE TO STATION AS DESCRIBED.
 AH1474'
 AH1474'AN 87 FOOT SIGNAL AT STATION PORTALES IS VISIBLE AT 20 FEET
 AH1474'
 AH1474'A 74 FOOT SIGNAL AT STATION CHILTIPIN IS VISIBLE AT 20 FEET
 AH1474'
 AH1474'A 74 FOOT SIGNAL AT STATION LARGA IS VISIBLE AT 20 FEET
 AH1474'
 AH1474'A 74 FOOT SIGNAL AT STATION SORDO 1939 IS VISIBLE AT 20 FEET
 AH1474'
 AH1474'A 4 FOOT SIGNAL AT STATION ROX 1912 IS VISIBLE AT 20 FEET
 AH1474'
 AH1474'A 4 FOOT SIGNAL AT STATION ALAZAN 1939 IS VISIBLE AT 20 FEET
 AH1474'
 AH1474'AN 87 FOOT SIGNAL AT STATION AGUA 1912 IS VISIBLE AT 20 FEET
 AH1474'
 AH1474'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AH1474
 AH1474                          STATION RECOVERY (1949)
 AH1474
 AH1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1474'STATION RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 AH1474'FOLLOWS--
 AH1474'
 AH1474'LOCATED ON KING RANCH, 25 MILES ESE OF KINGSVILLE, 9.5 MILES
 AH1474'S OF LAURELES DIVISION HEADQUARTERS, 3 MILES ENE OF PORTALES-VERDE
 AH1474'CAMP AND WINDMILL, 0.65 MILE NE OF ALAZAN ARTESION WELL,
 AH1474'0.5 MILE W OF ALAZAN BAY, AND 1.5 MILES S OF CAYO HINDJOSO.
 AH1474'
 AH1474'TO REACH FROM THE JUNCTION OF U.S. HWY 77 AND ANGLE ROAD
 AH1474'0.4 MILE E OF THE COUNTY HOSPITAL IN KINGSVILLE, GO 1.9 MILES
 AH1474'DUE E TO A T ROAD INTERSECTION, THEN WIND 1.6 MILES NE ALONG
 AH1474'PAVED ROAD THAT PARALLELS NAVY FIELD FENCE TO LOCKED GATE
 AH1474'ENTERING THE KING RANCH AT THE SAN FERNANDO CREEK, CONTINUE
 AH1474'0.5 MILE E ALONG PAVED ROAD TO ROAD FORK, BEAR RIGHT AND
 AH1474'CONTINUE 3.05 MILES SE ALONG GRADED ROAD TO ANOTHER FORK,
 AH1474'TAKE LEFT FORK AND CONTINUE SE 15.8 MILES ALONG GRADED ROAD
 AH1474'PAST JABONCILLOS CAMP TO PORTALES VERDE CAMP (TWO RANCH
 AH1474'HOUSES AND METAL BARN) AND WINDMILL, PASS THROUGH GATE AND GO
 AH1474'0.1 MILE ACROSS YARD TO ANOTHER GATE IN FENCE AROUND
 AH1474'BUILDINGS, PASS THROUGH GATE AND GO 0.2 MILE E ALONG THE S
 AH1474'SIDE OF A FENCE, THEN BEAR AWAY FROM FENCE TO THE SE AND
 AH1474'GO 1.0 MILE SE ALONG TRAIL TO INTERSECTION WITH N-S
 AH1474'TRAIL, GO N 0.8 MILE TO WHERE TRAIL TURNS N, AND THEN GO
 AH1474'1.4 MILE E ALONG TRAIL TO AZIMUTH MARK.  STATION IS 0.35
 AH1474'MILE E ALONG TRAIL FROM AZIMUTH MARK 16.5 FT. SW OF A
 AH1474'TRIANGULAR BLAZED 8 INCH MESQUITE TREE AND 4 FT. E OF
 AH1474'A WITNESS POST.
 AH1474'
 AH1474'SURFACE STATION MARK IS STANDARD DISK STAMPED HINDJOSO 1949
 AH1474'SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 AH1474'UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED HINDJOSO
 AH1474'1949 SET IN A BLOCK OF CONCRETE 3 FT. UNDER THE SURFACE
 AH1474'STATION MARK.
 AH1474'
 AH1474'REFERENCE MARK NO. 1 IS NW OF THE STATION.  IT IS A STANDARD
 AH1474'DISK STAMPED HINDJOSO NO 1 1949 SET IN TOP OF A SQUARE CONCRETE
 AH1474'MONUMENT THAT PROJECTS 4 INCHES.
 AH1474'
 AH1474'REFERENCE MARK NO. 2 IS SSE OF THE STATION IN A CLEARING.
 AH1474'IT IS A STANDARD DISK STAMPED HINDJOSO NO 2 1949 SET IN TOP
 AH1474'OF A SQUARE CONCRETE MONUMENT AND PROJECTS 6 INCHES.
 AH1474'
 AH1474'THE AZIMUTH MARK IS 0.35 MILE W OF THE STATION, 10 FT. N
 AH1474'OF A TRACK ROAD, AND 8 FT. ENE OF A WITNESS POST.  IT IS A
 AH1474'STANDARD DISK STAMPED HINDJOSO 1949 SET IN TOP OF A SQUARE
 AH1474'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  (NOT VISIBLE
 AH1474'FROM THE GROUND AT THE STATION)
 AH1474'
 AH1474'THE FOLLOWING HEIGHT SIGNALS ARE VISIBLE AT THE LISTED STATIONS
 AH1474'FROM 20 FT. ABOVE THE SURFACE MARK--87 FT. AT PORTALES 1949.
 AH1474'74 FT. AT CHILTIPIN 1949.  74 FT. AT LARGA 1949.  74 FT. AT
 AH1474'SORDO 1939.  4 FT. AT ROX 1912.  4 FT AT ALAZAN 1939.  AND
 AH1474'87 FT. AT AGUA 1912.
 AH1474'
 AH1474'THE DISTANCE FROM THE STATION TO THE AZIMUTH MARK WAS MEASURED
 AH1474'AND IS 1837.4 FEET.
 AH1474
 AH1474                          STATION RECOVERY (1967)
 AH1474
 AH1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH1474'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 RECOVERED
 AH1474'IN GOOD CONDITION.  DISTANCES TO THE REFERENCE MARKS WERE
 AH1474'VERIFIED.  THE AZIMUTH MARK IS DESTROYED, ALTHOUGH ITS BASE
 AH1474'IS STILL IN PLACE.
 AH1474'
 AH1474'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND TEXAS HIGHWAY
 AH1474'70 IN BISHOP, TEXAS TAKE TEXAS HIGHWAY 70 EAST FOR 17.9 MILES
 AH1474'TO ROAD JUNCTION.  TURN RIGHT AND GO SOUTH 1.7 MILES TO GUARDED
 AH1474'GATE AT THE ENTRANCE TO KING RANCH.  CONTINUE ON RANCH ROAD
 AH1474'1.5 MILES TO FORK.  BEAR SHARP RIGHT AND GO 3.1 MILES TO
 AH1474'ROAD ON LEFT.  TURN LEFT AND GO 5.3 MILES TO ROAD ON RIGHT.
 AH1474'TURN RIGHT AND GO 1.1 MILES TO A T INTERSECTION.  GO LEFT
 AH1474'0.4 MILE TO A T INTERSECTION.  GO RIGHT 0.5 MILE TO A BUMP
 AH1474'GATE.  CONTINUE AHEAD 4.5 MILES TO A FORK.  MAKE A HARD LEFT AND
 AH1474'GO 0.4 MILE TO ROAD ON RIGHT.  CONTINUE AHEAD 6.1 MILES
 AH1474'PAST JABONCILLOS RANCH TO BUMP GATE.  CONTINUE AHEAD
 AH1474'0.7 MILE TO FORK.  GO LEFT 1.6 MILES TO CROSS ROAD.
 AH1474'CONTINUE AHEAD 1.4 MILES TO GATE AT PORTALES VERDE CAMP.
 AH1474'GO THROUGH GATE, AND FOLLOW AROUND CORRAL ON LEFT THROUGH
 AH1474'ANOTHER GATE 0.4 MILE TO FORK.  TAKE RIGHT FORK 1.0 MILE
 AH1474'TO FORK.  TAKE RIGHT FORK 0.9 MILE TO ROAD ON RIGHT AT A
 AH1474'WASH.  TURN RIGHT AT WASH AND GO 0.8 MILE TO ALAZAN
 AH1474'WINDMILL ON RIGHT.  TURN LEFT AND FOLLOW NORTH-SOUTH
 AH1474'CARDINAL ROAD 0.6 MILE TO JUNCTION OF OLD TRACK ROAD AND
 AH1474'STATION ON RIGHT.  STATION IS ABOUT 100 FEET EAST ALONG
 AH1474'THE OLD TRACK ROAD AND IN THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0586 ***********************************************************************
 AO0586  DESIGNATION -  HINES USGS 1953
 AO0586  PID         -  AO0586
 AO0586  STATE/COUNTY-  TX/LIVE OAK
 AO0586  USGS QUAD   -  OAKVILLE SW (1963)
 AO0586
 AO0586                         *CURRENT SURVEY CONTROL
 AO0586  ___________________________________________________________________
 AO0586* NAD 83(1993)-  28 18 24.47053(N)    098 10 33.37419(W)     ADJUSTED  
 AO0586* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 AO0586  ___________________________________________________________________
 AO0586  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AO0586  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AO0586
 AO0586  HORZ ORDER  -  SECOND
 AO0586
 AO0586.The horizontal coordinates were established by classical geodetic methods
 AO0586.and adjusted by the National Geodetic Survey in February 1996..
 AO0586
 AO0586.The orthometric height was scaled from a topographic map.
 AO0586
 AO0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0586
 AO0586.The geoid height was determined by GEOID03.
 AO0586
 AO0586;                    North         East     Units Scale Factor Converg.
 AO0586;SPC TXSC     - 4,052,759.962   680,826.797   MT  1.00002285   +0 24 13.4
 AO0586;SPC TXSC     -13,296,429.98  2,233,679.25   sFT  1.00002285   +0 24 13.4
 AO0586;UTM  14      - 3,131,464.175   580,794.833   MT  0.99968056   +0 23 26.8
 AO0586
 AO0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0586!SPC TXSC     -   0.99998810  x   1.00002285  =   1.00001095
 AO0586!UTM  14      -   0.99998810  x   0.99968056  =   0.99966866
 AO0586
 AO0586                          SUPERSEDED SURVEY CONTROL
 AO0586
 AO0586  NAD 83(1986)-  28 18 24.47636(N)    098 10 33.35263(W) AD(       ) 2
 AO0586  NAD 27      -  28 18 23.47300(N)    098 10 32.32800(W) AD(       ) 2
 AO0586
 AO0586.Superseded values are not recommended for survey control.
 AO0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0586.See file dsdata.txt to determine how the superseded data were derived.
 AO0586
 AO0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS8079531464(NAD 83)
 AO0586_MARKER: DD = SURVEY DISK
 AO0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0586+STABILITY: SURFACE MOTION
 AO0586
 AO0586  HISTORY     - Date     Condition        Report By
 AO0586  HISTORY     - 1953     MONUMENTED       CGS
 AO0586
 AO0586                          STATION DESCRIPTION
 AO0586
 AO0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0586'LOCATED ABOUT 4.2 MILES SOUTHWEST OF GEORGE WEST, 10.5 MILES SOUTH
 AO0586'OF TREE RIVERS.  0.6 MILES SOUTHEAST OF FARM ROAD NO. 889 AND
 AO0586'ON PROPERTY OWNED AND OCCUPIED BY MR. GEORGE HINES.
 AO0586'
 AO0586'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 AO0586'VABM 1952 339 HINES SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 AO0586'POST FLUSH WITH THE GROUND.  IT IS IN THE CORNER OF A CULTIVATED
 AO0586'FIELD, ABOUT 205 FEET NORTHEAST OF THE CENTER-LINE OF COUNTY
 AO0586'ROAD AT LANE ENTRANCE.  36 FEET WEST OF THE WEST CORNER OF MR.
 AO0586'HINES HOUSE AND 17.4 FEET WEST OF THE FIELD FENCE CORNER.
 AO0586'
 AO0586'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LANE.
 AO0586'DISTANCE--53.267 METERS (174.76 FEET).  AZIMUTH--33 DEG 00 MIN
 AO0586'01.5 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0990 ***********************************************************************
 CT0990  DESIGNATION -  HINKSON
 CT0990  PID         -  CT0990
 CT0990  STATE/COUNTY-  TX/PALO PINTO
 CT0990  USGS QUAD   -  METCALF GAP (1984)
 CT0990
 CT0990                         *CURRENT SURVEY CONTROL
 CT0990  ___________________________________________________________________
 CT0990* NAD 83(1993)-  32 37 35.06270(N)    098 25 27.10881(W)     ADJUSTED  
 CT0990* NAVD 88     -       413.4    (meters)    1356.     (feet)  VERTCON   
 CT0990  ___________________________________________________________________
 CT0990  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CT0990  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CT0990
 CT0990  HORZ ORDER  -  THIRD
 CT0990
 CT0990.The horizontal coordinates were established by classical geodetic methods
 CT0990.and adjusted by the National Geodetic Survey in February 1996..
 CT0990
 CT0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0990
 CT0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0990
 CT0990.The geoid height was determined by GEOID03.
 CT0990
 CT0990;                    North         East     Units Scale Factor Converg.
 CT0990;SPC TXNC     - 2,106,428.347   607,113.036   MT  0.99989998   +0 02 28.8
 CT0990;SPC TXNC     - 6,910,840.34  1,991,836.69   sFT  0.99989998   +0 02 28.8
 CT0990;UTM  14      - 3,610,017.890   554,015.056   MT  0.99963598   +0 18 37.6
 CT0990
 CT0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0990!SPC TXNC     -   0.99993967  x   0.99989998  =   0.99983966
 CT0990!UTM  14      -   0.99993967  x   0.99963598  =   0.99957567
 CT0990
 CT0990:                Primary Azimuth Mark                     Grid Az
 CT0990:SPC TXNC     -  GAP                                      337 43 04.6
 CT0990:UTM  14      -  GAP                                      337 26 55.8
 CT0990
 CT0990|---------------------------------------------------------------------|
 CT0990| PID    Reference Object                     Distance      Geod. Az  |
 CT0990|                                                           dddmmss.s |
 CT0990| CT0991 GAP                                 APPROX. 8.3 KM 3374533.4 |
 CT0990|---------------------------------------------------------------------|
 CT0990
 CT0990                          SUPERSEDED SURVEY CONTROL
 CT0990
 CT0990  NAD 83(1986)-  32 37 35.06687(N)    098 25 27.09309(W) AD(       ) 3
 CT0990  NAD 27      -  32 37 34.60280(N)    098 25 25.90871(W) AD(       ) 3
 CT0990  NGVD 29 (07/19/86)  413.3    (m)         1356.     (f) VERT ANG       
 CT0990
 CT0990.Superseded values are not recommended for survey control.
 CT0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0990.See file dsdata.txt to determine how the superseded data were derived.
 CT0990
 CT0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5401510018(NAD 83)
 CT0990_MARKER: DD = SURVEY DISK
 CT0990_SETTING: 66 = SET IN ROCK OUTCROP
 CT0990_SP_SET: SET IN ROCK OUTCROP
 CT0990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0990+STABILITY: POSITION/ELEVATION WELL
 CT0990
 CT0990  HISTORY     - Date     Condition        Report By
 CT0990  HISTORY     - 1957     MONUMENTED       USGS
 CT0990
 CT0990                          STATION DESCRIPTION
 CT0990
 CT0990'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CT0990'STATION IS LOCATED ABOUT 7.0 MI. (AIRLINE) NE. OF STRAWN AND ABOUT 6.0
 CT0990'MI. (AIRLINE) N. OF MINGUS IN PALO PINTO COUNTY, TEXAS.  ON A BROAD
 CT0990'TOP ABOUT 2.0 MI. E-SE. OF THE HINKSON RANCH BUILDINGS AND ABOUT 1200
 CT0990'FT. NW. OF AN EARTH STOCK POND.
 CT0990'
 CT0990'TO REACH THE STATION FROM STRAWN, JUNCTION OF STATE HIGHWAYS 16 AND
 CT0990'108, PROCEED N. 6.2 MI. ALONG STATE HIGHWAY 16 TO IRON GATE ON THE
 CT0990'RIGHT, TURN RIGHT, PASSING THROUGH GATE, 1.2 MI. TO THE HINKSON RANCH
 CT0990'BUILDINGS, PASS THROUGH THE MIDDLE WOODEN GATE OF THREE, 0.1 MI. E. OF
 CT0990'THE BUILDINGS, AND CONTINUE ON THE RIGHT TRAIL FORK 1.6 MI. TO GATES
 CT0990'IN A FENCE CORNER, PASS THROUGH THE LEFT GATE AND FOLLOW THE MAIN
 CT0990'TRAVELED TRAIL TO THE HIGHEST POINT AND THE STATION.  STATION IS 31
 CT0990'FT. W. OF THE TRAIL AND 375 FT. NW. OF A TRAIL FORK AND ABOUT 200 FT.
 CT0990'S. OF A FEED LOT.
 CT0990'
 CT0990'STATION MARK--STANDARD USGS ALUMINUM TABLET CEMENTED IN ROCK
 CT0990'OUTCROPPING LEVEL WITH THE SURROUNDING GROUND, STAMPED ---HINKSON
 CT0990'1957---.
 CT0990'
 CT0990'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0622 ***********************************************************************
 EO0622  DESIGNATION -  HINKSTON
 EO0622  PID         -  EO0622
 EO0622  STATE/COUNTY-  TX/PARMER
 EO0622  USGS QUAD   -  CLAYS CORNER (1963)
 EO0622
 EO0622                         *CURRENT SURVEY CONTROL
 EO0622  ___________________________________________________________________
 EO0622* NAD 83(1993)-  34 22 41.31367(N)    102 39 33.89174(W)     ADJUSTED  
 EO0622* NAVD 88     -      1207.9    (meters)    3963.     (feet)  VERTCON   
 EO0622  ___________________________________________________________________
 EO0622  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 EO0622  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 EO0622
 EO0622  HORZ ORDER  -  FIRST
 EO0622
 EO0622.The horizontal coordinates were established by classical geodetic methods
 EO0622.and adjusted by the National Geodetic Survey in February 1996..
 EO0622
 EO0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0622
 EO0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0622
 EO0622.The geoid height was determined by GEOID03.
 EO0622
 EO0622;                    North         East     Units Scale Factor Converg.
 EO0622;SPC TX N     - 1,042,576.984    93,359.254   MT  1.00007410   -0 40 18.9
 EO0622;SPC TX N     - 3,420,521.32    306,296.15   sFT  1.00007410   -0 40 18.9
 EO0622;SPC TXNC     - 2,308,279.114   217,490.596   MT  1.00014078   -2 16 06.7
 EO0622;SPC TXNC     - 7,573,079.06    713,550.40   sFT  1.00014078   -2 16 06.7
 EO0622;UTM  13      - 3,806,567.853   715,207.388   MT  1.00017092   +1 19 19.6
 EO0622
 EO0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0622!SPC TX N     -   0.99981428  x   1.00007410  =   0.99988836
 EO0622!SPC TXNC     -   0.99981428  x   1.00014078  =   0.99995503
 EO0622!UTM  13      -   0.99981428  x   1.00017092  =   0.99998517
 EO0622
 EO0622:                Primary Azimuth Mark                     Grid Az
 EO0622:SPC TX N     -  HALSELL                                  184 34 25.7
 EO0622:SPC TXNC     -  HALSELL                                  186 10 13.5
 EO0622:UTM  13      -  HALSELL                                  182 34 47.2
 EO0622
 EO0622|---------------------------------------------------------------------|
 EO0622| PID    Reference Object                     Distance      Geod. Az  |
 EO0622|                                                           dddmmss.s |
 EO0622| EO0629 HALSELL                             APPROX.17.4 KM 1835406.8 |
 EO0622| CJ7477 HINKSTON RM 1                        27.956 METERS 21823     |
 EO0622| CJ7478 HINKSTON RM 2                        23.272 METERS 31606     |
 EO0622| CJ7476 HINKSTON AZ MK                                     3305114.3 |
 EO0622|---------------------------------------------------------------------|
 EO0622
 EO0622                          SUPERSEDED SURVEY CONTROL
 EO0622
 EO0622  NAD 83(1993)-  34 22 41.31507(N)    102 39 33.88965(W) AD(       ) 1
 EO0622  NAD 83(1986)-  34 22 41.32256(N)    102 39 33.88388(W) AD(       ) 1
 EO0622  NAD 27      -  34 22 41.05800(N)    102 39 32.10900(W) AD(       ) 1
 EO0622  NGVD 29 (07/19/86) 1207.4    (m)         3961.     (f) VERT ANG       
 EO0622
 EO0622.Superseded values are not recommended for survey control.
 EO0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0622.See file dsdata.txt to determine how the superseded data were derived.
 EO0622
 EO0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU1520706568(NAD 83)
 EO0622_MARKER: DS = TRIANGULATION STATION DISK
 EO0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0622
 EO0622  HISTORY     - Date     Condition        Report By
 EO0622  HISTORY     - 1934     MONUMENTED       CGS
 EO0622  HISTORY     - 1968     GOOD             USAF
 EO0622
 EO0622                          STATION DESCRIPTION
 EO0622
 EO0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EO0622'STATION IS LOCATED ABOUT 12 MILES NNE OF MULESHOE, ON A HIGH,
 EO0622'SMOOTH, GRASSY HILL, ON LAND OWNED BY CHARLES HINKSTON, WHO
 EO0622'LIVES ABOUT A MILE SSW OF THE STATION.  STATION IS IN N
 EO0622'1/2 OF SEC. 24 OF DOUD AND KEEFER SURVEY.  IT IS 1/2 MILE
 EO0622'S OF A GRADED E-W ROAD, 69 FEET NW OF THE NW CORNER OF A
 EO0622'FRAMEWORK, WHICH IS BELIEVED TO BE THE FRAMEWORK FOR A TWO-CAR
 EO0622'GARAGE, 30 YARDS NW OF A STUCCO HOUSE.  MARK PROJECTS 6 INCHES.
 EO0622'
 EO0622'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EO0622'BRONZE DISKS SET IN CONCRETE.
 EO0622'
 EO0622'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 190 FEET W OF THE
 EO0622'NW CORNER OF THE ABOVE HOUSE, 200 FEET W OF THE SW CORNER OF
 EO0622'THE SAME AND 11 FEET WSW OF THE PREVIOUSLY MENTIONED NW CORNER
 EO0622'OF THE GARAGE FRAMEWORK.  MARK PROJECTS 6 INCHES.
 EO0622'
 EO0622'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND PROJECTS 6 INCHES.
 EO0622'
 EO0622'AZIMUTH MARK IS NW OF THE STATION IN THE RIGHT-OF-WAY FENCE
 EO0622'ON THE S SIDE OF THE E-W GRADED ROAD, AS PREVIOUSLY MENTIONED
 EO0622'IN THE DESCRIPTION OF THE STATION MARK.  IT IS AT A POINT
 EO0622'15 FEET E OF THE E POST OF A GATE WHICH IS ADJACENT TO A
 EO0622'T-FENCE INTERSECTION.  MARK PROJECTS 10 INCHES.
 EO0622'
 EO0622'TO REACH STATION FROM THE GRADE CROSSING, 30 YARDS E OF THE
 EO0622'PANHANDLE OIL COMPANY BULK PLANT IN MULESHOE, GO N ON U.S.
 EO0622'HIGHWAY 70, 100 YARDS TO A GRADED ROAD ON THE LEFT.  HERE
 EO0622'LEAVE U.S. HIGHWAY 70, GO N ON MAIN GRADED ROAD 10.5 MILES
 EO0622'TO A CROSSROADS.  THERE IS A SIGN, LAZBUDDIE, 6 MILES IN THE
 EO0622'SW ANGLE OF THIS INTERSECTION.  THERE ARE FARMHOUSES IN THE
 EO0622'NE AND SE ANGLES OF THIS INTERSECTION AND A LAKE ABOUT 1/4
 EO0622'MILE W OF THIS POINT.  HERE TURN RIGHT, GO E ON GRADED ROAD
 EO0622'2.85 MILES TO A GATE IN THE FENCE ON THE RIGHT SIDE OF THE
 EO0622'ROAD.  (THIS GATE IS JUST E OF A T-INTERSECTION OF FENCES.
 EO0622'ALSO THE AZIMUTH MARK IS 15 FEET E OF THIS GATE.) HERE
 EO0622'LEAVE ROAD, TURN RIGHT, PASS THROUGH GATE AND GO SW ACROSS
 EO0622'PASTURE 0.55 MILE TOWARD STUCCO HOUSE ON TOP OF HILL.  THE
 EO0622'STATION IS 70 YARDS NW OF THIS HOUSE.
 EO0622'
 EO0622'A 35-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 EO0622
 EO0622                          STATION RECOVERY (1968)
 EO0622
 EO0622'RECOVERY NOTE BY US AIR FORCE 1968
 EO0622'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 EO0622'CONDITION.  STATION IS SURROUNDED BY TREES, MAKING VISIBILITY
 EO0622'DIFFICULT.  THE AZIMUTH MARK WAS FOUND DESTROYED.  THE ROUTE
 EO0622'DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1431 ***********************************************************************
 AE1431  DESIGNATION -  HINO
 AE1431  PID         -  AE1431
 AE1431  STATE/COUNTY-  TX/HIDALGO
 AE1431  USGS QUAD   -  LA REFORMA (1993)
 AE1431
 AE1431                         *CURRENT SURVEY CONTROL
 AE1431  ___________________________________________________________________
 AE1431* NAD 83(1993)-  26 42 07.19954(N)    098 19 14.41089(W)     ADJUSTED  
 AE1431* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 AE1431  ___________________________________________________________________
 AE1431  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AE1431  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AE1431
 AE1431  HORZ ORDER  -  FIRST
 AE1431
 AE1431.The horizontal coordinates were established by classical geodetic methods
 AE1431.and adjusted by the National Geodetic Survey in February 1996..
 AE1431
 AE1431.The orthometric height was scaled from a topographic map.
 AE1431
 AE1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1431
 AE1431.The geoid height was determined by GEOID03.
 AE1431
 AE1431;                    North         East     Units Scale Factor Converg.
 AE1431;SPC TX S     - 5,114,719.153   317,844.446   MT  0.99990833   +0 04 53.1
 AE1431;SPC TX S     -16,780,541.09  1,042,794.65   sFT  0.99990833   +0 04 53.1
 AE1431;UTM  14      - 2,953,609.707   567,577.589   MT  0.99965638   +0 18 19.0
 AE1431
 AE1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1431!SPC TX S     -   0.99999508  x   0.99990833  =   0.99990341
 AE1431!UTM  14      -   0.99999508  x   0.99965638  =   0.99965146
 AE1431
 AE1431|---------------------------------------------------------------------|
 AE1431| PID    Reference Object                     Distance      Geod. Az  |
 AE1431|                                                           dddmmss.s |
 AE1431| CV3305 HINO RM 3                           161.700 METERS 04658     |
 AE1431| CV3303 HINO RM 1                            34.773 METERS 07709     |
 AE1431| CV3304 HINO RM 2                            28.472 METERS 14451     |
 AE1431| AE0155 V 641                                              1853654.6 |
 AE1431| AE1444 FRANK                               APPROX.11.7 KM 3130413.4 |
 AE1431| AE1446 HUMBLE OIL CO KELSEY DIST MAST      APPROX.14.9 KM 3143422.8 |
 AE1431| AE1445 HUMBLE OIL CO KELSEY DIST TANK      APPROX.14.9 KM 3151543.0 |
 AE1431|---------------------------------------------------------------------|
 AE1431
 AE1431                          SUPERSEDED SURVEY CONTROL
 AE1431
 AE1431  NAD 83(1986)-  26 42 07.20567(N)    098 19 14.37862(W) AD(       ) 1
 AE1431  NAD 27      -  26 42 06.00700(N)    098 19 13.33200(W) AD(       ) 1
 AE1431
 AE1431.Superseded values are not recommended for survey control.
 AE1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1431.See file dsdata.txt to determine how the superseded data were derived.
 AE1431
 AE1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6757853610(NAD 83)
 AE1431_MARKER: DS = TRIANGULATION STATION DISK
 AE1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1431_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1431
 AE1431  HISTORY     - Date     Condition        Report By
 AE1431  HISTORY     - 1935     MONUMENTED       CGS
 AE1431  HISTORY     - 1955     GOOD             SUNOCO
 AE1431  HISTORY     - 1956     GOOD             CGS
 AE1431  HISTORY     - 1961     GOOD             CGS
 AE1431
 AE1431                          STATION DESCRIPTION
 AE1431
 AE1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1431'STATION IS LOCATED 3.5 MILES ENE OF LA REFORMA RANCH, 5
 AE1431'MILES N OF SAM LANE SCHOOL, 5.5 MILES S OF CORNER COMMON
 AE1431'TO BROOK, STARR, AND HIDALGO COUNTIES.  STATION IS IN A
 AE1431'BRUSH-COVERED PASTURE, 20 FEET N OF FENCE, ABOUT 150 YARDS
 AE1431'NW OF FENCE CORNER, 96 FEET SW OF WINDMILL AND SHEET-IRON
 AE1431'TANK.
 AE1431'
 AE1431'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AE1431'DISKS SET IN CONCRETE.
 AE1431'
 AE1431'REFERENCE MARK NO. 1 IS NE OF STATION.
 AE1431'
 AE1431'REFERENCE MARK NO. 2 IS E OF STATION, 1 FOOT N OF FENCE.
 AE1431'
 AE1431'REFERENCE MARK NO. 3 IS N OF STATION.
 AE1431'
 AE1431'TO REACH THE STATION FROM SAM LANE SCHOOL, 4 MILES W AND 14
 AE1431'MILES N OF MONTE CHRISTO, GO E FOR 0.6 MILE TO T-ROAD, THENCE
 AE1431'LEFT (N) 4.1 MILES TO CORNER, THENCE LEFT (W) FOR 0.5 MILE
 AE1431'TO CATTLE GAP, THENCE RIGHT (N) ALONG W SIDE OF FENCE FOR
 AE1431'0.65 MILE TO GATE.  ENTER GATE, CONTINUE N FOR 0.4 MILE TO
 AE1431'FENCE CORNER.  STATION IS ABOUT 150 YARDS NW NEAR WINDMILL.
 AE1431'
 AE1431'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 AE1431
 AE1431                          STATION RECOVERY (1955)
 AE1431
 AE1431'RECOVERY NOTE BY SUN OIL COMPANY 1955 (WTR)
 AE1431'STATION AND REFERENCE MARKS ALL IN GOOD SHAPE.  THE WINDMILL
 AE1431'AND ELEVATED TANK MENTIONED IN THE DESCRIPTION ARE GONE.
 AE1431
 AE1431                          STATION RECOVERY (1956)
 AE1431
 AE1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RCH)
 AE1431'STATION FOUND.  ALL REFERENCE MARKS ARE IN GOOD CONDITION
 AE1431
 AE1431                          STATION RECOVERY (1961)
 AE1431
 AE1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1431'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 AE1431'AND REFERENCE MARK NO. 3 WERE RECOVERED AND WERE FOUND IN
 AE1431'GOOD CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS WERE
 AE1431'VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND
 AE1431'TO BE .77 FOOT SHORTER THAN THE 1935 MEASUREMENT.  THE DISTANCE
 AE1431'TO REFERENCE MARK NO. 2 WAS FOUND TO BE .54 FOOT SHORTER
 AE1431'THAN THE 1935 MEASUREMENT.  THE DISTANCE TO REFERENCE MARK
 AE1431'NO. 3 WAS VERIFIED.
 AE1431'
 AE1431'BENCH MARK V 641 WAS USED FOR THE AZIMUTH MARK BY THIS PARTY.
 AE1431'THE MARK IS NOT VISIBLE FROM THE GROUND.
 AE1431'
 AE1431'DUE TO SEVERAL CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AE1431'
 AE1431'THE STATION IS APPROXIMATELY 16 MILES NORTHWEST OF LINN,
 AE1431'5-1/2 MILES EAST OF THE CORNER COMMON TO BROOK, STARR AND
 AE1431'HIDALGO COUNTIES, 4 MILES NORTH OF PUERTO RICO, 3-1/2 MILES
 AE1431'EAST OF LA REFORMA AND IN A BRUSH COVERED PASTURE OWNED BY
 AE1431'MRS. JACIANTA HINOJOSA OF EDENBURG, TEXAS.
 AE1431'
 AE1431'TO REACH THE STATION FROM THE POST OFFICE IN LINN, GO SOUTH
 AE1431'ON U.S. HIGHWAY 281 FOR 0.2 MILE TO THE JUNCTION OF FARM ROAD
 AE1431'1017.  TURN RIGHT, WESTERLY, ON FARM ROAD 1017 FOR 16.2 MILES
 AE1431'TO A SIDE ROAD ON THE RIGHT WHICH IS 200 FEET EAST OF A STORE
 AE1431'AND GAS STATION.  TURN RIGHT AND GO NORTH AND NORTHEAST ON
 AE1431'A BLADED ROAD FOR 2.65 MILES TO A CATTLE GUARD AND ROAD FORKS.
 AE1431'BEAR LEFT AND CONTINUE ON THE BLADED ROAD FOR 0.2 MILE TO A
 AE1431'FORK.  BEAR RIGHT, LEAVING THE MAIN TRAVELED ROAD AND GO 0.15
 AE1431'MILE TO A LOCKED GATE.  PASS THROUGH THE GATE AND GO 0.25
 AE1431'MILE TO TWO GATES (ONE WOOD AND THE OTHER METAL) AT
 AE1431'SEVERAL ABANDONED BUILDINGS.  PASS THROUGH THE METAL GATE AND
 AE1431'GO APPROXIMATELY 150 FEET TO A FORK.  BEAR LEFT ON A SAND
 AE1431'ROAD AND GO 0.15 MILE TO A FORK.  BEAR LEFT, WESTERLY,
 AE1431'ON A SAND ROAD FOR 0.4 MILE TO A FORK AND A FENCE CORNER
 AE1431'AND BENCH MARK V 641.  BEAR RIGHT, NORTH, ON A SAND ROAD FOR
 AE1431'0.4 MILE TO A FORK AND THE STATION APPROXIMATELY 300 FEET
 AE1431'NORTHWEST OF THE FORK.
 AE1431'
 AE1431'STATION MARK, A STANDARD DISK STAMPED HINO 1935, IS SET IN A
 AE1431'ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.
 AE1431'
 AE1431'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HINO NO 1 1935,
 AE1431'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
 AE1431'
 AE1431'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HINO NO 2 1935,
 AE1431'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 7 INCHES.
 AE1431'
 AE1431'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HINO NO 3 1935,
 AE1431'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 AE1431'IT IS 48 FEET EAST OF THE CENTER OF A SAND ROAD.
 AE1431'
 AE1431'AZIMUTH MARK, IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 AE1431'BENCH MARK DISK STAMPED V 641 1942, SET IN A 6 INCH SQUARE
 AE1431'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 28 FEET WEST
 AE1431'OF THE FENCE CORNER, 11 FEET SOUTH OF THE CENTER OF A SAND
 AE1431'TRACK ROAD AND 1 FOOT NORTH OF A FENCE.  (DAYS OF CLEARING
 AE1431'REQUIRED TO MAKE THE MARK VG FROM THE STATION.)
 AE1431'
 AE1431'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1431'
 AE1431'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2633 ***********************************************************************
 BY2633  DESIGNATION -  HIPOINT LOOKOUT TOWER
 BY2633  PID         -  BY2633
 BY2633  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2633  USGS QUAD   -  VEACH (1984)
 BY2633
 BY2633                         *CURRENT SURVEY CONTROL
 BY2633  ___________________________________________________________________
 BY2633* NAD 83(1993)-  31 10 41.32140(N)    094 07 59.37149(W)     ADJUSTED  
 BY2633* NAVD 88     -                                                        
 BY2633  ___________________________________________________________________
 BY2633  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BY2633  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BY2633
 BY2633  HORZ ORDER  -  THIRD
 BY2633
 BY2633.The horizontal coordinates were established by classical geodetic methods
 BY2633.and adjusted by the National Geodetic Survey in February 1996..
 BY2633
 BY2633
 BY2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2633
 BY2633.The geoid height was determined by GEOID03.
 BY2633
 BY2633;                    North         East     Units Scale Factor Converg.
 BY2633;SPC TX C     - 3,184,020.430 1,290,666.419   MT  0.99988648   +3 11 36.4
 BY2633;SPC TX C     -10,446,240.36  4,234,461.41   sFT  0.99988648   +3 11 36.4
 BY2633;UTM  15      - 3,449,897.963   392,020.133   MT  0.99974382   -0 35 12.1
 BY2633
 BY2633                          SUPERSEDED SURVEY CONTROL
 BY2633
 BY2633  NAD 83(1986)-  31 10 41.33125(N)    094 07 59.36820(W) AD(       ) 4
 BY2633  NAD 27      -  31 10 40.63900(N)    094 07 58.67600(W) AD(       ) 3
 BY2633
 BY2633.Superseded values are not recommended for survey control.
 BY2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2633.See file dsdata.txt to determine how the superseded data were derived.
 BY2633
 BY2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ9202049898(NAD 83)
 BY2633_MARKER: 57 = LOOKOUT TOWER
 BY2633
 BY2633  HISTORY     - Date     Condition        Report By
 BY2633  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2633
 BY2633                          STATION DESCRIPTION
 BY2633
 BY2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2633'THE STATION IS LOCATED ON THE CREST OF A RIDGE IN THE ANGELINA
 BY2633'NATIONAL FOREST RESERVE, ABOUT 5 MILES NORTH OF JASPER AND
 BY2633'1/2 MILE WEST OF U.S. HIGHWAY 96.  IT IS A FOUR LEGGED STEEL
 BY2633'STRUCTURE WITH A CAB MOUNTED ON TOP.  ITS OVERALL HEIGHT
 BY2633'IS ABOUT 110 FEET.  OBSERVATIONS WERE MADE ON THE APEX OF
 BY2633'THE CAB ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2576 ***********************************************************************
 CS2576  DESIGNATION -  HIRAM
 CS2576  PID         -  CS2576
 CS2576  STATE/COUNTY-  TX/VAN ZANDT
 CS2576  USGS QUAD   -  WILLS POINT (1981)
 CS2576
 CS2576                         *CURRENT SURVEY CONTROL
 CS2576  ___________________________________________________________________
 CS2576* NAD 83(1993)-  32 38 36.63474(N)    096 03 57.28522(W)     ADJUSTED  
 CS2576* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 CS2576  ___________________________________________________________________
 CS2576  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 CS2576  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS2576
 CS2576  HORZ ORDER  -  SECOND
 CS2576
 CS2576.The horizontal coordinates were established by classical geodetic methods
 CS2576.and adjusted by the National Geodetic Survey in February 1996..
 CS2576
 CS2576.The orthometric height was scaled from a topographic map.
 CS2576
 CS2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2576
 CS2576.The geoid height was determined by GEOID03.
 CS2576
 CS2576;                    North         East     Units Scale Factor Converg.
 CS2576;SPC TXNC     - 2,110,967.741   828,339.901   MT  0.99989783   +1 19 39.1
 CS2576;SPC TXNC     - 6,925,733.33  2,717,645.16   sFT  0.99989783   +1 19 39.1
 CS2576;UTM  14      - 3,615,570.985   775,237.834   MT  1.00053425   +1 35 01.2
 CS2576;UTM  15      - 3,615,920.707   212,391.189   MT  1.00062013   -1 39 17.7
 CS2576
 CS2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2576!SPC TXNC     -   0.99998248  x   0.99989783  =   0.99988032
 CS2576!UTM  14      -   0.99998248  x   1.00053425  =   1.00051672
 CS2576!UTM  15      -   0.99998248  x   1.00062013  =   1.00060260
 CS2576
 CS2576|---------------------------------------------------------------------|
 CS2576| PID    Reference Object                     Distance      Geod. Az  |
 CS2576|                                                           dddmmss.s |
 CS2576| CY2118 HIRAM RM 1                           68.934 METERS 11641     |
 CS2576| CY2119 HIRAM RM 2                           71.198 METERS 24345     |
 CS2576| CS0262 S 479                                              2704713.5 |
 CS2576|---------------------------------------------------------------------|
 CS2576
 CS2576                          SUPERSEDED SURVEY CONTROL
 CS2576
 CS2576  NAD 83(1986)-  32 38 36.64229(N)    096 03 57.27042(W) AD(       ) 2
 CS2576  NAD 27      -  32 38 36.16700(N)    096 03 56.37500(W) AD(       ) 2
 CS2576
 CS2576.Superseded values are not recommended for survey control.
 CS2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2576.See file dsdata.txt to determine how the superseded data were derived.
 CS2576
 CS2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB7523815571(NAD 83)
 CS2576_MARKER: DS = TRIANGULATION STATION DISK
 CS2576_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CS2576
 CS2576  HISTORY     - Date     Condition        Report By
 CS2576  HISTORY     - 1949     MONUMENTED       CGS
 CS2576  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 CS2576
 CS2576                          STATION DESCRIPTION
 CS2576
 CS2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2576'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF WILLS POINT,
 CS2576'IN THE NORTHEAST ANGLE OF A T-ROAD JUNCTION.  IT IS 69 FEET
 CS2576'NORTH OF THE CENTERLINE OF THE HARD SURFACED ROAD AND 25
 CS2576'FEET EAST OF THE CENTERLINE OF A DIRT ROAD LEADING NORTH.
 CS2576'THE MARK IS 1 INCH BELOW THE SURFACE OF THE GROUND AND THE
 CS2576'DISK IS STAMPED HIRAM 1949.
 CS2576'
 CS2576'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 78.5 FEET
 CS2576'WEST OF THE NORTHWEST CORNER OF A TIN SHED AND 34 FEET SOUTH
 CS2576'OF THE CENTERLINE OF THE HARD SURFACED ROAD.  THE MARK PROJECTS
 CS2576'4 INCHES AND THE DISK IS STAMPED HIRAM R.M. 1 1949.
 CS2576'
 CS2576'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND 35 FEET
 CS2576'SOUTH OF THE CENTERLINE OF THE HARD SURFACED ROAD, THE MARK
 CS2576'PROJECTS 4 INCHES AND THE DISK IS STAMPED HIRAM R.M. 2 1949.
 CS2576'
 CS2576'BENCH MARK S 479 IS WEST OF THE STATION, 43 FEET NORTH OF
 CS2576'THE CENTERLINE OF THE ROAD, 29 FEET WEST-NORTHWEST OF A T-FENCE
 CS2576'CORNER, 4 FEET NORTH OF THE FENCE AND 3 FEET EAST OF A WITNESS
 CS2576'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 CS2576'S 479 1948.
 CS2576'
 CS2576'BENCH MARK T 479 IS EAST OF THE STATION, 63 FEET NORTH OF
 CS2576'THE CENTERLINE OF HARD SURFACED ROAD, 50.6 FEET EAST-NORTHEAST
 CS2576'OF THE EAST POST OF WOODEN GATE, 19 FEET NORTH OF THE FENCE
 CS2576'AND 2 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES
 CS2576'AND THE DISK IS STAMPED T 479 1948.  THIS MARK IS NOT VISIBLE
 CS2576'FROM THE GROUND.
 CS2576'
 CS2576'TO REACH FROM THE WEST TRAFFIC LIGHT IN WILLS POINT, ON U.S.
 CS2576'HIGHWAY 80, GO SOUTH 1 BLOCK, TURN RIGHT (WEST) 1 BLOCK,
 CS2576'TURN LEFT (SOUTH) ON HARD SURFACED ROAD 3.95 MILES TO A T-ROAD
 CS2576'RIGHT, TURN RIGHT 0.9 MILE TO A T-INTERSECTION, TURN LEFT,
 CS2576'KEEPING ON HARD SURFACED ROAD 1.95 MILES TO BENCH MARK T 479
 CS2576'ON THE RIGHT, CONTINUE WEST 0.4 MILE TO A T-ROAD RIGHT AND THE
 CS2576'STATION ON THE RIGHT.  CONTINUE WEST 0.6 MILE TO BENCH MARK
 CS2576'S 479 (AZIMUTH MARK) ON THE RIGHT JUST BEFORE REACHING A
 CS2576'BRIDGE.
 CS2576'
 CS2576'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2576
 CS2576                          STATION RECOVERY (1995)
 CS2576
 CS2576'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0888 ***********************************************************************
 GK0888  DESIGNATION -  HITCH
 GK0888  PID         -  GK0888
 GK0888  STATE/COUNTY-  TX/HANSFORD
 GK0888  USGS QUAD   -  PHILLIPS CAMP (1974)
 GK0888
 GK0888                         *CURRENT SURVEY CONTROL
 GK0888  ___________________________________________________________________
 GK0888* NAD 83(1993)-  36 29 58.41647(N)    101 25 16.61400(W)     ADJUSTED  
 GK0888* NAVD 88     -       949.2    (meters)    3114.     (feet)  VERTCON   
 GK0888  ___________________________________________________________________
 GK0888  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 GK0888  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 GK0888
 GK0888  HORZ ORDER  -  FIRST
 GK0888
 GK0888.The horizontal coordinates were established by classical geodetic methods
 GK0888.and adjusted by the National Geodetic Survey in February 1996..
 GK0888
 GK0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0888
 GK0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0888
 GK0888.The geoid height was determined by GEOID03.
 GK0888
 GK0888;                    North         East     Units Scale Factor Converg.
 GK0888;SPC TX N     - 1,277,315.366   207,053.130   MT  1.00008911   +0 02 44.2
 GK0888;SPC TX N     - 4,190,658.83    679,306.81   sFT  1.00008911   +0 02 44.2
 GK0888;SPC OK N     -   171,782.761   293,556.909   MT  0.99996216   -2 01 08.6
 GK0888;SPC OK N     -   563,590.61    963,111.29   sFT  0.99996216   -2 01 08.6
 GK0888;UTM  14      - 4,042,085.770   283,141.213   MT  1.00017944   -1 26 26.8
 GK0888
 GK0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0888!SPC TX N     -   0.99985524  x   1.00008911  =   0.99994433
 GK0888!SPC OK N     -   0.99985524  x   0.99996216  =   0.99981740
 GK0888!UTM  14      -   0.99985524  x   1.00017944  =   1.00003465
 GK0888
 GK0888:                Primary Azimuth Mark                     Grid Az
 GK0888:SPC TX N     -  CLARK MONUMENT 9 1931                    090 22 51.2
 GK0888:SPC OK N     -  CLARK MONUMENT 9 1931                    092 26 44.0
 GK0888:UTM  14      -  CLARK MONUMENT 9 1931                    091 52 02.2
 GK0888
 GK0888|---------------------------------------------------------------------|
 GK0888| PID    Reference Object                     Distance      Geod. Az  |
 GK0888|                                                           dddmmss.s |
 GK0888| GK0890 CLARK MONUMENT 9 1931               APPROX. 0.5 KM 0902535.4 |
 GK0888| CM8766 HITCH RM 1                          111.100 METERS 12408     |
 GK0888| CM8767 HITCH RM 2                                         2202926.8 |
 GK0888|---------------------------------------------------------------------|
 GK0888
 GK0888                          SUPERSEDED SURVEY CONTROL
 GK0888
 GK0888  NAD 83(1993)-  36 29 58.41648(N)    101 25 16.61401(W) AD(       ) 1
 GK0888  NAD 83(1986)-  36 29 58.42349(N)    101 25 16.59794(W) AD(       ) 1
 GK0888  NAD 27      -  36 29 58.32600(N)    101 25 15.01800(W) AD(       ) 1
 GK0888  NGVD 29 (07/19/86)  948.8    (m)         3113.     (f) VERT ANG       
 GK0888
 GK0888.Superseded values are not recommended for survey control.
 GK0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0888.See file dsdata.txt to determine how the superseded data were derived.
 GK0888
 GK0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8314142086(NAD 83)
 GK0888_MARKER: DS = TRIANGULATION STATION DISK
 GK0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0888
 GK0888  HISTORY     - Date     Condition        Report By
 GK0888  HISTORY     - 1931     MONUMENTED       CGS
 GK0888
 GK0888                          STATION DESCRIPTION
 GK0888
 GK0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0888'STATION IS ABOUT 5 MILES W OF HITCHLAND, 100 YARDS S OF THE
 GK0888'TEXAS-OKLAHOMA STATE LINE, AND ON TOP OF A FLAT-TOPPED HILL
 GK0888'ON HITCHES RANCH.
 GK0888'
 GK0888'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK0888'DISKS SET IN CONCRETE POSTS.
 GK0888'
 GK0888'REFERENCE MARK NO. 1 IS 111.1 FEET FROM STATION S 55 DEG 51 MIN E.
 GK0888'
 GK0888'REFERENCE MARK NO. 2 IS ON TOP OF FIRST HILL TO WESTWARD, 0.3
 GK0888'MILE FROM STATION S 40 DEG 29 MIN W.
 GK0888'
 GK0888'CLARK MONUMENT NO. 9 IS 543.057 METERS (1,781.68 FEET) FROM
 GK0888'STATION, S 89 DEG 34 MIN E.  AZIMUTH FROM
 GK0888'STATION OF FINIAL OF S CUPOLA OF LARGE BARN AT RANCH ABOUT 1
 GK0888'MILE DISTANT IS N 60 DEG 41 MIN E.
 GK0888'
 GK0888'STATION IS REACHED FROM HITCHLAND BY GOING W ON ROAD ALONG
 GK0888'STATE LINE FOR ABOUT 4-1/2 MILES TO CATTLE GUARD, CROSS CATTLE GUARD
 GK0888'AND CONTINUE ON ROAD WINDING DOWN TO LARGE RANCH HOUSE IN GROVE
 GK0888'OF TREES IN VALLEY, GO THROUGH GATE AT RANCH HOUSE AND CONTINUE
 GK0888'S ON RANCH ROAD TO GATE JUST S OF THE MOST SOUTHERLY GROUP OF
 GK0888'TREES ON CREEK.  GO THROUGH GATE AND GO 0.7 MILE ALONG POLE
 GK0888'LINE TO A GENERAL LAND OFFICE ZINC-COVERED CONE IN THE FENCE
 GK0888'LINE.  STATION IS ON HIGHEST POINT OF HILL, 100 YARDS S OF THIS
 GK0888'CONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5978 ***********************************************************************
 AW5978  DESIGNATION -  HITCHCOCK
 AW5978  PID         -  AW5978
 AW5978  STATE/COUNTY-  TX/GALVESTON
 AW5978  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5978
 AW5978                         *CURRENT SURVEY CONTROL
 AW5978  ___________________________________________________________________
 AW5978* NAD 83(1993)-  29 16 53.43209(N)    094 58 30.86991(W)     ADJUSTED  
 AW5978* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5978  ___________________________________________________________________
 AW5978  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW5978  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AW5978
 AW5978  HORZ ORDER  -  SECOND
 AW5978
 AW5978.The horizontal coordinates were established by classical geodetic methods
 AW5978.and adjusted by the National Geodetic Survey in February 1996..
 AW5978
 AW5978.The orthometric height was scaled from a topographic map.
 AW5978
 AW5978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5978
 AW5978.The geoid height was determined by GEOID03.
 AW5978
 AW5978;                    North         East     Units Scale Factor Converg.
 AW5978;SPC TXSC     - 4,167,224.201   990,970.255   MT  0.99986367   +1 58 18.4
 AW5978;SPC TXSC     -13,671,968.07  3,251,208.24   sFT  0.99986367   +1 58 18.4
 AW5978;UTM  15      - 3,240,793.187   308,115.222   MT  1.00005435   -0 57 59.0
 AW5978
 AW5978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5978!SPC TXSC     -   1.00000404  x   0.99986367  =   0.99986771
 AW5978!UTM  15      -   1.00000404  x   1.00005435  =   1.00005839
 AW5978
 AW5978|---------------------------------------------------------------------|
 AW5978| PID    Reference Object                     Distance      Geod. Az  |
 AW5978|                                                           dddmmss.s |
 AW5978| CV9885 HITCHCOCK RM 2                                     04822     |
 AW5978| AW5877 GALVEZ                              APPROX.12.6 KM 0820237.3 |
 AW5978| CV9884 HITCHCOCK RM 1                       27.520 METERS 32755     |
 AW5978|---------------------------------------------------------------------|
 AW5978
 AW5978                          SUPERSEDED SURVEY CONTROL
 AW5978
 AW5978  NAD 83(1986)-  29 16 53.44578(N)    094 58 30.85096(W) AD(       ) 2
 AW5978  NAD 27      -  29 16 52.59418(N)    094 58 30.12725(W) AD(       ) 2
 AW5978
 AW5978.Superseded values are not recommended for survey control.
 AW5978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5978.See file dsdata.txt to determine how the superseded data were derived.
 AW5978
 AW5978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0811540793(NAD 83)
 AW5978_MARKER: DS = TRIANGULATION STATION DISK
 AW5978_SETTING: 0 = UNSPECIFIED SETTING
 AW5978
 AW5978  HISTORY     - Date     Condition        Report By
 AW5978  HISTORY     - 1933     MONUMENTED       CGS
 AW5978  HISTORY     - 1947     GOOD             CGS
 AW5978  HISTORY     - 1950     GOOD             PHILIP
 AW5978  HISTORY     - 1960     GOOD             CGS
 AW5978  HISTORY     - 1963     GOOD             CGS
 AW5978
 AW5978                          STATION DESCRIPTION
 AW5978
 AW5978'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5978'STATION IS LOCATED ABOUT 5 MILES SE OF THE TOWN OF HITCHCOCK,
 AW5978'ON THE MAINLAND SHORE OF WEST BAY, ABOUT 300 METERS NW OF
 AW5978'THE SHORELINE, 1.4 MILES NE OF INTERSECTION OF GREENS BAYOU
 AW5978'AND INTRACOASTAL CANAL, 1/2 MILE SW OF A GROVE OF SALT CEDARS
 AW5978'ON BAY SHORE, ABOUT 250 METERS S. 75 DEG W. OF INTERSECTION
 AW5978'OF MAINLAND SHORE OF WEST BAY AND NE SIDE OF CANAL, AND
 AW5978'86 METERS N. 47 DEG W. OF THE POINT OF TANGENCY OF THE N
 AW5978'BANK OF THE CANAL.
 AW5978'
 AW5978'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AW5978'SET IN CONCRETE.
 AW5978'
 AW5978'HEIGHT OF LIGHT ABOVE STATION MARK - 6.1 METERS.
 AW5978
 AW5978                          STATION RECOVERY (1947)
 AW5978
 AW5978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5978'STATION AND REFERENCE MARK 1 RECOVERED AS DESCRIBED WITH
 AW5978'THE FOLLOWING ADDITIONS--
 AW5978'
 AW5978'1.  STATION IS 78 METERS FROM THE NW BANK OF THE INTRACOASTAL
 AW5978'WATERWAY.
 AW5978'
 AW5978'2.  STATION IS 95 METERS WSW FROM GALVESTON-FREEPORT RANGE
 AW5978'G REAR LIGHT.
 AW5978'
 AW5978'REFERENCE MARK 2 WAS THOROUGHLY SEARCHED FOR BUT COULD NOT
 AW5978'BE FOUND.
 AW5978
 AW5978                          STATION RECOVERY (1950)
 AW5978
 AW5978'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1950 (WJW)
 AW5978'STATION AND BOTH REFERENCE MARKS ARE IN EXCELLENT CONDITION.
 AW5978
 AW5978                          STATION RECOVERY (1960)
 AW5978
 AW5978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5978'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2
 AW5978'COULD NOT BE FOUND.  THE AREA IS COVERED BY HEAVY GRASS
 AW5978'AND R.M. 2 IS PROBABLY STILL IN PLACE.
 AW5978'
 AW5978'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS
 AW5978'AND ADDITIONS.
 AW5978'
 AW5978'(1) THE STATION MARK IS ABOUT 225 FEET WEST OF GALVESTON
 AW5978'FREEPORT RANGE G FRONT LIGHT AND 10.0 FEET SOUTH OF BEING
 AW5978'ON RANGE WITH THE FRONT AND REAR LIGHTS.
 AW5978'
 AW5978'(2) THE DISK IS STAMPED HITCHOCK 1933 AND THE MONUMENT
 AW5978'PROJECTS 3 INCHES.
 AW5978'
 AW5978'(3) A WITNESS POST IS 1.5 FEET FROM THE STATION.
 AW5978'
 AW5978'(4) THE DISK FOR R.M. 1 IS STAMPED HITCHCOCK 1933 NO. 1
 AW5978'AND THE MONUMENT PROJECTS 3 INCHES.  THE DISTANCE TO R.M. 1
 AW5978'IS CORRECT.
 AW5978
 AW5978                          STATION RECOVERY (1963)
 AW5978
 AW5978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JHB)
 AW5978'STATION AND BOTH REFERENCE MARKS FOUND IN GOOD CONDITION.
 AW5978'THE 1960 RECOVERY NOTE BY J.K.W. IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0874 ***********************************************************************
 GK0874  DESIGNATION -  HITCHLAND HITCH GRAIN CO ELEV
 GK0874  PID         -  GK0874
 GK0874  STATE/COUNTY-  TX/HANSFORD
 GK0874  USGS QUAD   -  BERNSTEIN (1974)
 GK0874
 GK0874                         *CURRENT SURVEY CONTROL
 GK0874  ___________________________________________________________________
 GK0874* NAD 83(1993)-  36 29 57.77401(N)    101 18 58.41440(W)     ADJUSTED  
 GK0874* NAVD 88     -                                                        
 GK0874  ___________________________________________________________________
 GK0874  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 GK0874  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GK0874
 GK0874  HORZ ORDER  -  THIRD
 GK0874
 GK0874.The horizontal coordinates were established by classical geodetic methods
 GK0874.and adjusted by the National Geodetic Survey in February 1996..
 GK0874
 GK0874
 GK0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0874
 GK0874.The geoid height was determined by GEOID03.
 GK0874
 GK0874;                    North         East     Units Scale Factor Converg.
 GK0874;SPC TX N     - 1,277,308.057   216,466.083   MT  1.00008905   +0 06 23.4
 GK0874;SPC TX N     - 4,190,634.85    710,189.14   sFT  1.00008905   +0 06 23.4
 GK0874;SPC OK N     -   171,436.465   302,962.297   MT  0.99996214   -1 57 25.4
 GK0874;SPC OK N     -   562,454.47    993,968.80   sFT  0.99996214   -1 57 25.4
 GK0874;UTM  14      - 4,041,834.416   292,551.430   MT  1.00013024   -1 22 41.6
 GK0874
 GK0874                          SUPERSEDED SURVEY CONTROL
 GK0874
 GK0874  NAD 83(1993)-  36 29 57.77403(N)    101 18 58.41461(W) AD(       ) 4
 GK0874  NAD 83(1986)-  36 29 57.77840(N)    101 18 58.39887(W) AD(       ) 4
 GK0874  NAD 27      -  36 29 57.68100(N)    101 18 56.82600(W) AD(       ) 3
 GK0874
 GK0874.Superseded values are not recommended for survey control.
 GK0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0874.See file dsdata.txt to determine how the superseded data were derived.
 GK0874
 GK0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF9255141834(NAD 83)
 GK0874_MARKER: 65 = GRAIN ELEVATOR
 GK0874
 GK0874  HISTORY     - Date     Condition        Report By
 GK0874  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK0874
 GK0874                          STATION DESCRIPTION
 GK0874
 GK0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0874'THE HITCH GRAIN COMPANY GRAIN ELEVATOR IS LOCATED IN HITCHLAND
 GK0874'ABOUT 0.1 MILE SOUTH OF THE TEXAS-OKLAHOMA STATE LINE.  THIS IS
 GK0874'THE LARGEST AND NORTHERN MOST OF THREE GRAIN ELEVATORS IN
 GK0874'HITCHLAND.  THE ELEVATOR IS PAINTED WITH A BLACK ROOF, AND
 GK0874'IS ABOUT 80 FEET IN HEIGHT.  THE CENTER OF THE ELEVATOR WAS
 GK0874'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0872 ***********************************************************************
 GK0872  DESIGNATION -  HITCHLAND NORTH
 GK0872  PID         -  GK0872
 GK0872  STATE/COUNTY-  TX/HANSFORD
 GK0872  USGS QUAD   -  BERNSTEIN (1974)
 GK0872
 GK0872                         *CURRENT SURVEY CONTROL
 GK0872  ___________________________________________________________________
 GK0872* NAD 83(1993)-  36 29 55.87122(N)    101 18 59.00331(W)     ADJUSTED  
 GK0872* NAVD 88     -       940.1    (meters)    3084.     (feet)  VERTCON   
 GK0872  ___________________________________________________________________
 GK0872  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 GK0872  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GK0872
 GK0872  HORZ ORDER  -  SECOND
 GK0872
 GK0872.The horizontal coordinates were established by classical geodetic methods
 GK0872.and adjusted by the National Geodetic Survey in February 1996..
 GK0872
 GK0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0872
 GK0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0872
 GK0872.The geoid height was determined by GEOID03.
 GK0872
 GK0872;                    North         East     Units Scale Factor Converg.
 GK0872;SPC TX N     - 1,277,249.372   216,451.534   MT  1.00008887   +0 06 23.1
 GK0872;SPC TX N     - 4,190,442.31    710,141.41   sFT  1.00008887   +0 06 23.1
 GK0872;SPC OK N     -   171,378.349   302,945.647   MT  0.99996209   -1 57 25.8
 GK0872;SPC OK N     -   562,263.80    993,914.18   sFT  0.99996209   -1 57 25.8
 GK0872;UTM  14      - 4,041,776.125   292,535.365   MT  1.00013032   -1 22 41.9
 GK0872
 GK0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0872!SPC TX N     -   0.99985669  x   1.00008887  =   0.99994555
 GK0872!SPC OK N     -   0.99985669  x   0.99996209  =   0.99981879
 GK0872!UTM  14      -   0.99985669  x   1.00013032  =   0.99998699
 GK0872
 GK0872|---------------------------------------------------------------------|
 GK0872| PID    Reference Object                     Distance      Geod. Az  |
 GK0872|                                                           dddmmss.s |
 GK0872| CM8770 HITCHLAND NORTH RM 3                 14.033 METERS 03608     |
 GK0872| GK0873 HITCHLAND RAILROAD WATER TANK       179.444 METERS 05356     |
 GK0872| CM8768 HITCHLAND NORTH RM 1                 41.276 METERS 11811     |
 GK0872| GK0875 BROWDER                             APPROX. 5.1 KM 1340836.3 |
 GK0872| CM8769 HITCHLAND NORTH RM 2                               20705     |
 GK0872| GK0818 GUYMON BLACK MUN STANDPIPE          APPROX.24.9 KM 3243146.1 |
 GK0872|---------------------------------------------------------------------|
 GK0872
 GK0872                          SUPERSEDED SURVEY CONTROL
 GK0872
 GK0872  NAD 83(1993)-  36 29 55.87124(N)    101 18 59.00333(W) AD(       ) 2
 GK0872  NAD 83(1986)-  36 29 55.87598(N)    101 18 58.98832(W) AD(       ) 2
 GK0872  NAD 27      -  36 29 55.78000(N)    101 18 57.41600(W) AD(       ) 2
 GK0872  NGVD 29 (07/19/86)  939.7    (m)         3083.     (f) VERT ANG       
 GK0872
 GK0872.Superseded values are not recommended for survey control.
 GK0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0872.See file dsdata.txt to determine how the superseded data were derived.
 GK0872
 GK0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF9253541776(NAD 83)
 GK0872_MARKER: DS = TRIANGULATION STATION DISK
 GK0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0872
 GK0872  HISTORY     - Date     Condition        Report By
 GK0872  HISTORY     - 1931     MONUMENTED       CGS
 GK0872  HISTORY     - 1968     GOOD             TX-195
 GK0872  HISTORY     - 1969     GOOD             CGS
 GK0872
 GK0872                          STATION DESCRIPTION
 GK0872
 GK0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0872'STATION IS ON RAILROAD PROPERTY IN THE VILLAGE OF HITCHLAND,
 GK0872'TEXAS, ON THE EXTENSION OF THE W RAIL OF THE ROCK ISLAND
 GK0872'MAIN TRACK BETWEEN SPUR TRACKS, W OF THE SECTION HOUSES,
 GK0872'10.25 METERS (33.6 FEET) E OF E RAIL OF THE W SPUR TRACK,
 GK0872'52.80 METERS (173.2 FEET) W OF W RAIL OF EASTERNMOST TRACK,
 GK0872'AND 28.00 METERS (91.9 FEET) NW OF NW CORNER OF CONCRETE SCALES
 GK0872'PIT AT W END OF THE HENNEMAN GRAIN AND SEED COMPANYS OFFICE
 GK0872'BUILDING.
 GK0872'
 GK0872'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK0872'DISKS SET IN CONCRETE POSTS.
 GK0872'
 GK0872'REFERENCE MARK NO. 1 IS 3.71 METERS (12.2 FEET) E OF THE E RAIL
 GK0872'OF THE HENNEMAN GRAIN AND SEED COMPANYS ELEVATOR SPUR TRACK, 29.10
 GK0872'METERS (95.5 FEET) SW OF THE SW CORNER OF SECTION CAR SHED,
 GK0872'AND 41.46 METERS (136.0 FEET) FROM STATION S 61 DEG 49 MIN E.
 GK0872'
 GK0872'REFERENCE MARK NO. 2 IS 3.23 METERS (10.6 FEET) E OF E RAIL
 GK0872'OF W SPUR TRACK, 17.43 METERS (57.2 FEET) N OF NW CORNER
 GK0872'(CONCRETE PIER) OF THE PHILLIPS PETROLEUM COMPANYS MAIN
 GK0872'BUILDING AT BULK PLANT, AND 0.2 MILE (SPEEDOMETER) FROM
 GK0872'STATION, S 27 DEG 05 MIN W.
 GK0872'
 GK0872'BEARING FROM STATION OF HITCHLAND, RAILROAD WATER TANK, FINIAL,
 GK0872'IS N 53 DEG 55 MIN E.
 GK0872
 GK0872                          STATION RECOVERY (1968)
 GK0872
 GK0872'RECOVERY NOTE BY HANSFORD COUNTY TEXAS 1968 (CLC)
 GK0872'HITCHLAND NORTH-GOOD
 GK0872'
 GK0872'R.M. 1-GOOD
 GK0872'
 GK0872'R.M. 2-GOOD BUT NO LONGER VISIBLE FROM STATION AS A GRAIN
 GK0872'STORAGE BUILDING HAS BEEN PLACED ACROSS THE LINE.
 GK0872'
 GK0872'I ATTEMPTED TO CHECK ON THE AZIMUTH OF HITCHLAND SOUTH BY
 GK0872'USING THIS STATION BUT WAS UNABLE TO OBSERVE THE AZIMUTH ON
 GK0872'HITCHLAND NORTH.
 GK0872
 GK0872                          STATION RECOVERY (1969)
 GK0872
 GK0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK0872'STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 GK0872'IN GOOD CONDITION.  REFERENCE MARK NO. 2 IS NOW OBSTRUCTED
 GK0872'FROM STATION BY A NEW STORAGE BIN.  REFERENCE MARK NO. 3
 GK0872'WAS SET.  NO DISTANCE OBJECT ARE VISIBLE FROM GROUND LEVEL
 GK0872'AT STATION MARK TO SET AN AZIMUTH MARK.
 GK0872'
 GK0872'STATION, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 GK0872'POST AND STAMPED HITCHLAND N BASE 1931, IS 156 FEET SOUTHEAST
 GK0872'OF THE SOUTHEAST SIDE OF A GRAIN ELEVATOR, 161 FEET NORTHWEST
 GK0872'OF THE NORTHWEST CORNER OF ELEVATOR, 83 FEET SOUTH OF THE
 GK0872'CENTERLINE OF ROAD, 44 FEET WEST OF THE CENTERLINE OF ROAD,
 GK0872'33-1/2 FEET EAST OF EAST RAIL OF RAILROAD SIDING AND
 GK0872'1 FOOT EAST OF A METAL WITNESS POST.  THE MARK IS FLUSH WITH
 GK0872'THE GROUND.
 GK0872'
 GK0872'REFERENCE MARK NO 1, A STANDARD DISK, SET IN THE TOP OF A SQUARE
 GK0872'CONCRETE POST AND STAMPED HITCHLAND N BASE NO 1 1931, IS 40
 GK0872'FEET NORTHEAST OF A SMALL BUILDING, 36 FEET WEST OF THE WEST
 GK0872'RAIL OF THE MAIN RAILROAD TRACK AND 12 FEET EAST OF THE EAST
 GK0872'RAIL OF RAIL ROAD SIDING.  THE MARK IS FLUSH WITH THE GROUND.
 GK0872'
 GK0872'REFERENCE MARK NO. 2, A STANDARD DISK, SET IN THE TOP OF A
 GK0872'SQUARE CONCRETE POST AND STAMPED HITCHLAND N BASE NO 2 1931,
 GK0872'IS 10 FEET EAST OF EAST RAIL OF RAILROAD SIDING AND 1 FOOT
 GK0872'NORTH OF WITNESS POST.  THE MARK PROJECTS 4 INCHES.
 GK0872'
 GK0872'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 GK0872'ROUND CONCRETE POST AND STAMPED HITCHLAND N BASE 1931 NO 3
 GK0872'1969, IS 115 SOUTHEAST OF A GRAIN STORAGE TANK, 45 FEET WEST
 GK0872'OF THE CENTERLINE OF ROAD, 36-1/2 FEET EAST OF EAST RAIL OF
 GK0872'RAILROAD SIDING AND 34-1/2 FEET SOUTH OF THE CENTERLINE OF
 GK0872'ROAD.  THE MARK IS FLUSH WITH THE GROUND.
 GK0872'
 GK0872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HITCHLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0873 ***********************************************************************
 GK0873  DESIGNATION -  HITCHLAND RAILROAD WATER TANK
 GK0873  PID         -  GK0873
 GK0873  STATE/COUNTY-  TX/HANSFORD
 GK0873  USGS QUAD   -  BERNSTEIN (1974)
 GK0873
 GK0873                         *CURRENT SURVEY CONTROL
 GK0873  ___________________________________________________________________
 GK0873* NAD 83(1993)-  36 29 59.29895(N)    101 18 53.17527(W)     ADJUSTED  
 GK0873* NAVD 88     -                                                        
 GK0873  ___________________________________________________________________
 GK0873  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 GK0873  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GK0873
 GK0873  HORZ ORDER  -  THIRD
 GK0873
 GK0873.The horizontal coordinates were established by classical geodetic methods
 GK0873.and adjusted by the National Geodetic Survey in February 1996..
 GK0873
 GK0873
 GK0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0873
 GK0873.The geoid height was determined by GEOID03.
 GK0873
 GK0873;                    North         East     Units Scale Factor Converg.
 GK0873;SPC TX N     - 1,277,355.310   216,596.390   MT  1.00008919   +0 06 26.4
 GK0873;SPC TX N     - 4,190,789.88    710,616.66   sFT  1.00008919   +0 06 26.4
 GK0873;SPC OK N     -   171,478.990   303,094.204   MT  0.99996218   -1 57 22.3
 GK0873;SPC OK N     -   562,593.99    994,401.57   sFT  0.99996218   -1 57 22.3
 GK0873;UTM  14      - 4,041,878.279   292,682.923   MT  1.00012957   -1 22 38.5
 GK0873
 GK0873                          SUPERSEDED SURVEY CONTROL
 GK0873
 GK0873  NAD 83(1993)-  36 29 59.29905(N)    101 18 53.17520(W) AD(       ) 4
 GK0873  NAD 83(1986)-  36 29 59.30351(N)    101 18 53.15977(W) AD(       ) 4
 GK0873  NAD 27      -  36 29 59.20900(N)    101 18 51.58800(W) AD(       ) 3
 GK0873
 GK0873.Superseded values are not recommended for survey control.
 GK0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0873.See file dsdata.txt to determine how the superseded data were derived.
 GK0873
 GK0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF9268341878(NAD 83)
 GK0873_MARKER: 53 = ELEVATED TANK
 GK0873
 GK0873  HISTORY     - Date     Condition        Report By
 GK0873  HISTORY     - 1931     FIRST OBSERVED   CGS
 GK0873  HISTORY     - 1952     GOOD             CGS
 GK0873
 GK0873                          STATION DESCRIPTION
 GK0873
 GK0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0873'STATION IS LOCATED IN HITCHLAND ABOUT 100 YARDS SOUTH OF THE
 GK0873'TEXAS-OKLAHOMA STATE LINE.  IT IS A SMALL, WOODEN, YELLOW
 GK0873'TANK SUPPORTED BY TWELVE WOODEN LEGS.  THE TANK IS ABOUT 30
 GK0873'FEET IN HEIGHT.  THE CENTER OF THE TANK WAS INTERSECTED.
 GK0873'
 GK0873'PROBABLY THE SAME STATION AS LOCATED IN 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0871 ***********************************************************************
 GK0871  DESIGNATION -  HITCHLAND SOUTH
 GK0871  PID         -  GK0871
 GK0871  STATE/COUNTY-  TX/HANSFORD
 GK0871  USGS QUAD   -  BERNSTEIN (1974)
 GK0871
 GK0871                         *CURRENT SURVEY CONTROL
 GK0871  ___________________________________________________________________
 GK0871* NAD 83(1993)-  36 23 45.09860(N)    101 21 27.47012(W)     ADJUSTED  
 GK0871* NAVD 88     -       955.0    (meters)    3133.     (feet)  VERTCON   
 GK0871  ___________________________________________________________________
 GK0871  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 GK0871  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 GK0871
 GK0871  HORZ ORDER  -  SECOND
 GK0871
 GK0871.The horizontal coordinates were established by classical geodetic methods
 GK0871.and adjusted by the National Geodetic Survey in February 1996..
 GK0871
 GK0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0871
 GK0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0871
 GK0871.The geoid height was determined by GEOID03.
 GK0871
 GK0871;                    North         East     Units Scale Factor Converg.
 GK0871;SPC TX N     - 1,265,813.675   212,772.809   MT  1.00005650   +0 04 57.0
 GK0871;SPC TX N     - 4,152,923.70    698,072.12   sFT  1.00005650   +0 04 57.0
 GK0871;SPC OK N     -   160,083.847   298,857.954   MT  0.99995333   -1 58 53.4
 GK0871;SPC OK N     -   525,208.42    980,503.14   sFT  0.99995333   -1 58 53.4
 GK0871;UTM  14      - 4,030,438.716   288,561.574   MT  1.00015085   -1 23 58.0
 GK0871
 GK0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0871!SPC TX N     -   0.99985435  x   1.00005650  =   0.99991084
 GK0871!SPC OK N     -   0.99985435  x   0.99995333  =   0.99980769
 GK0871!UTM  14      -   0.99985435  x   1.00015085  =   1.00000518
 GK0871
 GK0871|---------------------------------------------------------------------|
 GK0871| PID    Reference Object                     Distance      Geod. Az  |
 GK0871|                                                           dddmmss.s |
 GK0871| CM8771 HITCHLAND SOUTH RM 1                 64.404 METERS 13607     |
 GK0871| GK0882 GRUVER MUNICIPAL TANK               APPROX.15.2 KM 1970314.6 |
 GK0871| CM8772 HITCHLAND SOUTH RM 2                               19837     |
 GK0871| GK0889 CHIPPERFIELD                        APPROX. 8.1 KM 3301215.9 |
 GK0871|---------------------------------------------------------------------|
 GK0871
 GK0871                          SUPERSEDED SURVEY CONTROL
 GK0871
 GK0871  NAD 83(1993)-  36 23 45.09853(N)    101 21 27.47024(W) AD(       ) 2
 GK0871  NAD 83(1986)-  36 23 45.10498(N)    101 21 27.45586(W) AD(       ) 2
 GK0871  NAD 27      -  36 23 44.99700(N)    101 21 25.88200(W) AD(       ) 2
 GK0871  NGVD 29 (07/19/86)  954.6    (m)         3132.     (f) VERT ANG       
 GK0871
 GK0871.Superseded values are not recommended for survey control.
 GK0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0871.See file dsdata.txt to determine how the superseded data were derived.
 GK0871
 GK0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF8856230439(NAD 83)
 GK0871_MARKER: DS = TRIANGULATION STATION DISK
 GK0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0871
 GK0871  HISTORY     - Date     Condition        Report By
 GK0871  HISTORY     - 1931     MONUMENTED       CGS
 GK0871  HISTORY     - 1974     MARK NOT FOUND   USGS
 GK0871  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 GK0871
 GK0871                          STATION DESCRIPTION
 GK0871
 GK0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0871'STATION IS IN BERNSTEIN, ON THE RIGHT-OF-WAY OF THE ROCK ISLAND
 GK0871'RAILROAD, ABOUT 70 YARDS N OF THE BERNSTEIN STATION, 51.75
 GK0871'FEET W OF THE W RAIL, 36.8 FEET E OF FENCE LINE, AND 127.9 FEET
 GK0871'W OF THE NE CORNER OF GRAIN ELEVATOR.  BERNSTEIN IS 7-1/2 MILES
 GK0871'BY RAIL S OF HITCHLAND.
 GK0871'
 GK0871'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GK0871'DISKS SET IN CONCRETE POSTS.
 GK0871'
 GK0871'REFERENCE MARK NO. 1 IS 125.7 FEET E OF E RAIL, 67.9 FEET
 GK0871'SE OF SE CORNER OF GRAIN ELEVATOR, AND 211.3 FEET FROM STATION,
 GK0871'S 43 DEG 53 MIN E.
 GK0871'
 GK0871'REFERENCE MARK NO. 2 IS IN FENCE CORNER, 75 FEET W OF W RAIL,
 GK0871'AND 0.4 MILE FROM STATION S 18 DEG 37 MIN W.
 GK0871
 GK0871                          STATION RECOVERY (1974)
 GK0871
 GK0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DHW)
 GK0871'A SEARCH WAS MADE ON THE WEST SIDE OF THE ELEVATORS.  THE AREA
 GK0871'IN QUESTION IS WHERE THEY PILE GRAIN WHEN ELEVATORS ARE FULL.
 GK0871'STATION IS PROB. DESTROYED.
 GK0871
 GK0871                          STATION RECOVERY (1976)
 GK0871
 GK0871'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (CLC)
 GK0871'STA MARK MISSING REMAINS OF CONCRETE LOCATED, CAP HAS BEEN CUT
 GK0871'OF BY GRADER.  CONCRETE MAY HAVE BEEN DISPLACED.
 GK0871'
 GK0871'RM-1 MISSING.
 GK0871'
 GK0871'RM-2 LOCATED IN GOOD CONDITION.
 GK0871'
 GK0871'CORRECTION NOTES FILED 7-25-68 MIGHT BE USEFUL IN RELOCATING STATION
 GK0871'MARKER FROM AZIMUTH MARK (RM-2).
 GK0871'
 GK0871'I NEED QUAD SHEETS FOR ALL STATIONS IN QUAD 300 981 (BURNET AND
 GK0871'LLANO COUNTIES, TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1078 ***********************************************************************
 CT1078  DESIGNATION -  HITSON
 CT1078  PID         -  CT1078
 CT1078  STATE/COUNTY-  TX/CALLAHAN
 CT1078  USGS QUAD   -  JAYELL (1966)
 CT1078
 CT1078                         *CURRENT SURVEY CONTROL
 CT1078  ___________________________________________________________________
 CT1078* NAD 83(1993)-  32 28 36.49215(N)    099 18 55.39812(W)     ADJUSTED  
 CT1078* NAVD 88     -       572.5    (meters)    1878.     (feet)  VERTCON   
 CT1078  ___________________________________________________________________
 CT1078  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 CT1078  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 CT1078
 CT1078  HORZ ORDER  -  FIRST
 CT1078
 CT1078.The horizontal coordinates were established by classical geodetic methods
 CT1078.and adjusted by the National Geodetic Survey in February 1996..
 CT1078
 CT1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1078
 CT1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1078
 CT1078.The geoid height was determined by GEOID03.
 CT1078
 CT1078;                    North         East     Units Scale Factor Converg.
 CT1078;SPC TXNC     - 2,090,134.249   523,359.482   MT  0.99992260   -0 26 40.9
 CT1078;SPC TXNC     - 6,857,382.12  1,717,055.23   sFT  0.99992260   -0 26 40.9
 CT1078;UTM  14      - 3,593,331.540   470,365.012   MT  0.99961083   -0 10 09.7
 CT1078
 CT1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1078!SPC TXNC     -   0.99991458  x   0.99992260  =   0.99983718
 CT1078!UTM  14      -   0.99991458  x   0.99961083  =   0.99952544
 CT1078
 CT1078|---------------------------------------------------------------------|
 CT1078| PID    Reference Object                     Distance      Geod. Az  |
 CT1078|                                                           dddmmss.s |
 CT1078| CX8301 HITSON RM                            19.160 METERS 05554     |
 CT1078| CX8302 HITSON RM 1                          19.175 METERS 05555     |
 CT1078| CT1053 MORAN MUNICIPAL TANK                APPROX.15.7 KM 0601237.0 |
 CT1078| CX8303 HITSON RM 2                          21.414 METERS 16336     |
 CT1078| CT1084 BAIRD TALL CHURCH SPIRE             APPROX.12.0 KM 2201937.3 |
 CT1078| CT1086 BAIRD MUNICIPAL TANK                APPROX.12.5 KM 2221523.2 |
 CT1078| CT1087 CLYDE MUN WATER TANK                APPROX.18.7 KM 2452823.7 |
 CT1078| CT1091 CLYDE TEX ELEC SERV MICROWAVE       APPROX.18.3 KM 2535914.2 |
 CT1078| CX8300 HITSON AZ MK                                       3305734.2 |
 CT1078|---------------------------------------------------------------------|
 CT1078
 CT1078                          SUPERSEDED SURVEY CONTROL
 CT1078
 CT1078  NAD 83(1986)-  32 28 36.49715(N)    099 18 55.38728(W) AD(       ) 1
 CT1078  NAD 27      -  32 28 36.04400(N)    099 18 54.11000(W) AD(       ) 1
 CT1078  NGVD 29 (07/19/86)  572.3    (m)         1878.     (f) VERT ANG       
 CT1078
 CT1078.Superseded values are not recommended for survey control.
 CT1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1078.See file dsdata.txt to determine how the superseded data were derived.
 CT1078
 CT1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA7036593332(NAD 83)
 CT1078_MARKER: N = NAIL
 CT1078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT1078_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 CT1078
 CT1078  HISTORY     - Date     Condition        Report By
 CT1078  HISTORY     - 1908     MONUMENTED       USGS
 CT1078  HISTORY     - 1935     SEE DESCRIPTION  CGS
 CT1078  HISTORY     - 1938     GOOD             TXHD
 CT1078  HISTORY     - 1949     GOOD             CGS
 CT1078  HISTORY     - 1957     GOOD             CGS
 CT1078  HISTORY     - 1961     GOOD             CGS
 CT1078
 CT1078                          STATION DESCRIPTION
 CT1078
 CT1078'DESCRIBED BY US GEOLOGICAL SURVEY 1908 (WB)
 CT1078'THIS STATION IS IDENTICAL WITH THE UNITED STATES GEOLOGICAL
 CT1078'SURVEY STATION OF THE SAME NAME.  IT IS ON THE HIGHER AND
 CT1078'MORE SOUTHERN ONE OF THE TWO HIGHEST PEAKS OF THE HITSON
 CT1078'MOUNTAINS, ON THE PROPERTY OF R.D. WILLIAMS, OF PUTNAM,
 CT1078'ABOUT 12 MILES BY ROAD NW OF PUTNAM AND 9 MILES BY ROAD
 CT1078'NE OF BAIRD, TOWNS ON THE TEXAS AND PACIFIC RAILWAY.  IT
 CT1078'IS 30 PACES W OF THE E BREAK OF THE TOP OF THE PEAK, 35
 CT1078'PACES E OF THE W BREAK, AND 100 PACES S OF THE N BREAK.
 CT1078'
 CT1078'SURFACE MARK IS A LARGE IRON NAIL PROJECTING ABOVE THE
 CT1078'SURFACE OF CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES
 CT1078'IN DIAMETER SET IN A CYLINDER OF CONCRETE 20 INCHES IN
 CT1078'DIAMETER LENGTH OF PIPE AND CYLINDER DEPENDS UPON DEPTH OF
 CT1078'SOIL ABOVE SOLID ROCK.
 CT1078'
 CT1078'UNDERGROUND MARK IS AN IRON SPIKE SET POINT UP IN CEMENT
 CT1078'IN A DRILL HOLE OR DEPRESSION IN BEDROCK.
 CT1078'
 CT1078'THE REFERENCE MARK, A CROSS WITH A DRILL HOLE AT ITS CENTER
 CT1078'CUT INTO THE SOLID OUTCROPPING ROCK, IS 19.160 METERS (62.86
 CT1078'FEET) FROM THE STATION N 55 DEG 54 MIN E.  ELEVATION
 CT1078'OF STATION, 572.3 METERS (1,878 FEET).
 CT1078
 CT1078                          STATION RECOVERY (1935)
 CT1078
 CT1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1078'STATION IS LOCATED 9-3/4 MILES NW OF PUTNAM AND 6 MILES
 CT1078'NE OF BAIRD, ON TOP OF THE SOUTHERLY AND SLIGHTLY HIGHER OF
 CT1078'TWO PEAKS AT THE N END OF A RIDGE KNOWN AS HITSON MOUNTAIN.
 CT1078'90 FEET W OF THE E BREAK, 105 FEET E OF THE W BREAK, 300
 CT1078'FEET S OF THE N BREAK.  LAND OWNED BY MR. R.D. WILLIAMS,
 CT1078'WHO LIVES 0.3 MILES SE OF STATION.  THE SURFACE MARK, AN
 CT1078'IRON NAIL, WAS REPLACED BY A STANDARD DISK STAMPED
 CT1078'HITSON-1908-1935.  MARK PROJECTS APPROXIMATELY 4 INCHES ABOVE
 CT1078'GROUND.
 CT1078'
 CT1078'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN ROCK NE OF
 CT1078'STATION AT INTERSECTION OF CROSS MARKS IN NATURAL ROCK OUTCROPPING.
 CT1078'STANDARD DISK MARKED HITSON 1908-1935 SET.
 CT1078'
 CT1078'REFERENCE MARK NO. 2 IS NEW MARK (1935) A STANDARD DISK
 CT1078'SET SW OF STATION IN DRILL HOLE IN ROCK OUTCROPPING.
 CT1078'
 CT1078'AZIMUTH MARK IS IN DRAW 0.7 MILE N OF STATION, 3 FEET E
 CT1078'OF A TELEPHONE POLE, N OF DIM PASTURE ROAD RUNNING NE AND
 CT1078'SW.  MARK PROJECTS 10 INCHES ABOVE THE GROUND.  REACHED FROM
 CT1078'STATION BY FOLLOWING DIM TRAIL DOWN HILL FOR 0.7 MILE TO
 CT1078'DRAW AND STATION.
 CT1078'
 CT1078'TO REACH STATION FROM THE COURTHOUSE IN BAIRD GO E ON U.S.
 CT1078'HIGHWAY 80, FOR 0.15 MILE, TURN LEFT N FOR 0.45 MILE, TURN
 CT1078'RIGHT (E) FOR 0.35 MILE, THEN TAKE MAIN ROAD LEFT (W) FOR
 CT1078'1.1 MILES, THEN TAKE T-ROAD RIGHT FOR 1.1 MILES E.  TURN
 CT1078'LEFT THROUGH PLANK GATE AND FOLLOW MAIN PASTURE ROAD FOR
 CT1078'5.9 MILES OR FOR 1.6 MILES AFTER PASSING THROUGH BUMPER GATE,
 CT1078'THEN TAKE DIM RIGHT FORK UPHILL FOR 0.15 MILE TO GAS WELL
 CT1078'AND PIPE LINE.  PACK 0.25 MILE SE TO TOP OF HILL AND STATION.
 CT1078
 CT1078                          STATION RECOVERY (1938)
 CT1078
 CT1078'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CT1078'DESCRIPTION AS GIVEN BY W.B., IN REACHING STATION IS SATISFACTORY.
 CT1078'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CT1078'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CT1078
 CT1078                          STATION RECOVERY (1949)
 CT1078
 CT1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HWH)
 CT1078'TO REACH STATION FROM INTERSECTION OF U.S. 80 AND U.S. 183,
 CT1078'GO N ON U.S. 183 FOR 1.50 MILES TO ROAD TO THE RIGHT, TURN RIGHT
 CT1078'GOING E ALONG COUNTY ROAD FOR 1.10 MILES TO GATE ON LEFT,
 CT1078'TURN LEFT THRU GATE AND FOLLOW PASTURE ROAD 6.0 MILES TO
 CT1078'OIL WELL ON THE RIGHT.  STATION IS ON TOP OF RIDGE ABOUT
 CT1078'1600 FEET TO THE RIGHT.
 CT1078
 CT1078                          STATION RECOVERY (1957)
 CT1078
 CT1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1078'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 CT1078'
 CT1078'FOLLOWING IS A NEW DESCRIPTION TO REACH--TO REACH FROM BAIRD,
 CT1078'FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 283 AT EAST EDGE
 CT1078'OF TOWN, GO NORTH ON U.S. HIGHWAY 283 FOR 1.5 MILES TO A
 CT1078'T-ROAD RIGHT, TURN RIGHT AND GO EAST FOR 1.1 MILES TO A
 CT1078'T-ROAD LEFT, TURN LEFT ACROSS A CATTLE GUARD AND FOLLOW
 CT1078'MAIN ROAD NORTHERLY FOR 6.0 MILES TO AN OIL WELL JUST TO
 CT1078'RIGHT OF ROAD, CONTINUE FOR ABOUT 0.05 MILE THEN TURN RIGHT
 CT1078'OFF MAIN ROAD FOR ABOUT 0.15 MILE TO SECOND OIL WELL AND END
 CT1078'OF TRUCK TRAVEL, PACK SOUTHEAST UP KNOLL TO SUMMIT AND
 CT1078'STATION.
 CT1078'
 CT1078'TO REACH THE AZIMUTH MARK FROM THE OIL WELL TO RIGHT OF
 CT1078'ROAD, TURN LEFT AND GO NORTHWEST ON TRACK ROAD FOR 0.35
 CT1078'MILE TO A WIRE AND STEEL GATE, PASS THROUGH GATE AND TAKE
 CT1078'RIGHT FORK FOR 0.1 MILE TO FORKS, TAKE LEFT FORK FOR 0.1
 CT1078'MILE TO A POLE TO LEFT OF ROAD AND AZIMUTH MARK ABOUT 3
 CT1078'FEET EAST OF THIS POLE.
 CT1078
 CT1078                          STATION RECOVERY (1961)
 CT1078
 CT1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1078'STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 CT1078'MARK WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 CT1078'CONDITION, THE DISTANCE AND DIRECTION WERE VERIFIED.
 CT1078'
 CT1078'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 CT1078'
 CT1078'THE STATION IS APPROXIMATELY 11-3/4 MILES NORTHEAST OF CLYDE,
 CT1078'7-1/2 MILES NORTHEAST OF BAIRD, ON A RIDGE KNOWN AS HITSON
 CT1078'MOUNTAIN AND ON PROPERTY OWNED BY MR. R.D. WILLIAMS.
 CT1078'
 CT1078'TO REACH THE STATION FROM THE CALLAHAN COURTHOUSE IN BAIRD,
 CT1078'GO EAST ON U.S. HIGHWAY 80 FOR 0.45 MILE TO THE JUNCTION
 CT1078'OF U.S. HIGHWAY 283.  TURN LEFT, NORTH, ON HIGHWAY 283 FOR
 CT1078'1.55 MILES TO A SIDE ROAD ON THE RIGHT AND TWO WHITE POSTS
 CT1078'ON THE LEFT.  TURN RIGHT, EAST, ON A GRADED ROAD FOR 1.05
 CT1078'MILES TO A CATTLE GUARD AND A SIDE ROAD ON THE LEFT.  TURN
 CT1078'LEFT, NORTHERLY, CROSSING THE CATTLE GUARD ON A DIRT
 CT1078'ROAD FOR 0.3 MILE TO A ROAD FORK AT AN OLD BUILDING ON THE
 CT1078'LEFT.  BEAR LEFT, NORTHERLY, ON THE DIRT ROAD FOR 0.75 MILE
 CT1078'TO A BOARD GATE.  PASS THROUGH THE GATE AND CONTINUE
 CT1078'NORTHERLY ON THE DIRT ROAD FOR 1.0 MILE TO A ROAD FORK.  BEAR
 CT1078'LEFT, NORTHERLY ON THE DIRT ROAD FOR 0.05 MILE TO A
 CT1078'CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE NORTHERLY ON
 CT1078'THE DIRT ROAD FOR 0.15 MILE TO A ROAD FORK.  BEAR LEFT,
 CT1078'NORTHERLY, ON THE DIRT ROAD FOR 0.35 MILE TO A SIDE ROAD
 CT1078'ON THE LEFT.  CONTINUE NORTHERLY ON THE DIRT ROAD FOR 0.1
 CT1078'MILE TO A CATTLE GUARD.  CROSS THE CATTLE GUARD, BEAR LEFT
 CT1078'AT THE ROAD FORK AND CONTINUE NORTHERLY ON THE DIRT ROAD FOR
 CT1078'0.35 MILE TO A ROAD FORK.  CONTINUE NORTHERLY ON THE
 CT1078'DIRT ROAD FOR 0.75 MILE TO A REVERSE Y.  CONTINUE NORTHERLY ON
 CT1078'THE DIRT ROAD FOR 0.15 MILE TO A CATTLE GUARD.  CONTINUE
 CT1078'NORTHERLY, CROSS CATTLE GUARD, AND FOLLOW THE DIRT ROAD FOR
 CT1078'0.2 MILE TO A CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE
 CT1078'NORTHERLY ON THE DIRT ROAD FOR 0.1 MILE TO A DIM
 CT1078'CROSSROAD.  CONTINUE NORTHERLY ON THE DIRT ROAD FOR 0.3 MILE
 CT1078'TO A SIDE ROAD ON THE RIGHT.  CONTINUE NORTHERLY ON THE DIRT
 CT1078'ROAD FOR 0.4 MILE TO A ROAD FORK.  BEAR RIGHT, NORTHERLY
 CT1078'ON THE DIRT ROAD FOR 0.95 MILE TO A SIDE ROAD ON THE RIGHT.
 CT1078'(CONTINUE NORTHERLY ON THE DIRT ROAD FOR 0.25 MILE TO A CATTLE
 CT1078'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE NORTHERLY 0.25 MILE
 CT1078'TO A CROSSROAD.  TURN LEFT ON A DIRT ROAD AND GO WEST AND
 CT1078'NORTHWEST FOR 0.1 MILE TO A FOUR POINT INTERSECTION.  TURN
 CT1078'SHARP LEFT ON A DIRT ROAD AND GO SOUTH AND SOUTHWEST FOR 0.2
 CT1078'MILE TO A WIRE GATE APPROXIMATELY 0.05 MILE WEST OF A SMALL
 CT1078'OIL PUMP.  PASS THROUGH THE GATE AND GO SOUTH AND
 CT1078'SOUTHWEST ON THE DIRT ROAD FOR 0.1 MILE TO A DEEP
 CT1078'WASH.  CROSS THE WASH, BEAR RIGHT WESTERLY ACROSS PASTURE FOR
 CT1078'0.15 MILE TO THE AZIMUTH MARK NEAR AN OLD TELEPHONE POLE.)
 CT1078'TURN SHARP RIGHT ALONG THE WEST SIDE OF THE HILL FOR 0.1
 CT1078'MILE TO A OIL PUMP ON THE LEFT.  CONTINUE ALONG THE WEST
 CT1078'SIDE OF THE HILL FOR 0.1 MILE TO THE END OF TRUCK
 CT1078'TRAVEL FOR STANDARD DRIVE VEHICLES.  TURN LEFT AND GO
 CT1078'EASTERLY FOR 0.25 MILE PICKING WAY THROUGH BRUSH TO TOP OF
 CT1078'HILL AND STATION.  (A FOUR-WHEEL DRIVE VEHICLE CAN BE DRIVEN
 CT1078'TO THE STATION.)
 CT1078'
 CT1078'STATION MARK, A STANDARD DISK STAMPED HITSON USGS 1908 1935,
 CT1078'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CT1078'PROJECTS 4 INCHES.  IT IS 96 FEET WEST OF THE EAST EDGE
 CT1078'OF THE HILL AND 20 FEET NORTHWEST OF A MESQUITE TREE.
 CT1078'
 CT1078'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HITSON USGS NO.
 CT1078'1 1908 1935, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 CT1078'BEDROCK FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 54
 CT1078'FEET SOUTHWEST OF A 10-INCH MESQUITE TREE.
 CT1078'
 CT1078'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HITSON USGS
 CT1078'NO. 2 1935, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CT1078'WHICH PROJECTS 1 FOOT.  IT IS 64 FEET NORTHWEST OF THE EAST
 CT1078'EDGE OF THE HILL AND 54 FEET SOUTHEAST OF A MESQUITE TREE.
 CT1078'
 CT1078'AZIMUTH MARK, A STANDARD DISK STAMPED HITSON USGS 1935 AZI,
 CT1078'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.
 CT1078'IT IS 20 FEET WEST OF THE CENTER OF A DIM TRACK ROAD, 3
 CT1078'FEET NORTH OF A OLD TELEPHONE POLE AND 1.5 FEET SOUTHEAST
 CT1078'OF A METAL WITNESS POST.
 CT1078'
 CT1078'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION
 CT1078'
 CT1078'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1366 ***********************************************************************
 GL1366  DESIGNATION -  HITT
 GL1366  PID         -  GL1366
 GL1366  STATE/COUNTY-  TX/DALLAM
 GL1366  USGS QUAD   -  DALHART EAST (1973)
 GL1366
 GL1366                         *CURRENT SURVEY CONTROL
 GL1366  ___________________________________________________________________
 GL1366* NAD 83(1993)-  36 06 56.30624(N)    102 26 20.80485(W)     ADJUSTED  
 GL1366* NAVD 88     -      1215.     (meters)    3986.     (feet)  VERTCON   
 GL1366  ___________________________________________________________________
 GL1366  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 GL1366  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 GL1366
 GL1366  HORZ ORDER  -  THIRD
 GL1366
 GL1366.The horizontal coordinates were established by classical geodetic methods
 GL1366.and adjusted by the National Geodetic Survey in February 1996..
 GL1366
 GL1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1366
 GL1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1366
 GL1366.The geoid height was determined by GEOID03.
 GL1366
 GL1366;                    North         East     Units Scale Factor Converg.
 GL1366;SPC TX N     - 1,235,111.182   115,452.497   MT  0.99998491   -0 32 39.3
 GL1366;SPC TX N     - 4,052,193.94    378,780.40   sFT  0.99998491   -0 32 39.3
 GL1366;UTM  13      - 3,999,812.102   730,492.892   MT  1.00025465   +1 30 36.3
 GL1366
 GL1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1366!SPC TX N     -   0.99981332  x   0.99998491  =   0.99979823
 GL1366!UTM  13      -   0.99981332  x   1.00025465  =   1.00006792
 GL1366
 GL1366:                Primary Azimuth Mark                     Grid Az
 GL1366:SPC TX N     -  DALHART ARMY FIELD AUX 2 SPIPE           131 45 15.3
 GL1366:UTM  13      -  DALHART ARMY FIELD AUX 2 SPIPE           129 41 59.7
 GL1366
 GL1366|---------------------------------------------------------------------|
 GL1366| PID    Reference Object                     Distance      Geod. Az  |
 GL1366|                                                           dddmmss.s |
 GL1366| GL1368 DALHART ARMY FIELD AUX 2 SPIPE      APPROX. 3.3 KM 1311236.0 |
 GL1366| GL1394 DALHART MUNICIPAL TANK              APPROX. 9.9 KM 2243151.5 |
 GL1366| CM8774 HITT RM 1                             9.603 METERS 22559     |
 GL1366| CM8773 HITT AZ MK                                         2343143.7 |
 GL1366| CM8775 HITT RM 2                            13.797 METERS 32523     |
 GL1366|---------------------------------------------------------------------|
 GL1366
 GL1366                          SUPERSEDED SURVEY CONTROL
 GL1366
 GL1366  NAD 83(1993)-  36 06 56.30585(N)    102 26 20.80503(W) AD(       ) 3
 GL1366  NAD 83(1993)-  36 06 56.31552(N)    102 26 20.79557(W) AD(       ) 3
 GL1366  NAD 83(1986)-  36 06 56.31558(N)    102 26 20.79531(W) AD(       ) 3
 GL1366  NAD 27      -  36 06 56.19400(N)    102 26 19.10200(W) AD(       ) 3
 GL1366  NGVD 29 (07/19/86) 1214.     (m)         3983.     (f) VERT ANG       
 GL1366
 GL1366.Superseded values are not recommended for survey control.
 GL1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1366.See file dsdata.txt to determine how the superseded data were derived.
 GL1366
 GL1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3049399812(NAD 83)
 GL1366_MARKER: DS = TRIANGULATION STATION DISK
 GL1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1366_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1366
 GL1366  HISTORY     - Date     Condition        Report By
 GL1366  HISTORY     - 1953     MONUMENTED       CGS
 GL1366  HISTORY     - 1968     GOOD             USAF
 GL1366  HISTORY     - 1969     GOOD             CGS
 GL1366
 GL1366                          STATION DESCRIPTION
 GL1366
 GL1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1366'THE STATION IS LOCATED BETWEEN THE ROCK ISLAND RAILROAD AND U.S.
 GL1366'HIGHWAY 54 ABOUT 5-1/2 MILES AIRLINE NORTHEAST OF DALHART, AND
 GL1366'ABOUT 4-1/2 MILES AIRLINE SOUTHWEST OF CHAMBERLAIN.
 GL1366'
 GL1366'THE STATION IS A STANDARD DISK STAMPED HITT 1953 AND SET IN THE
 GL1366'TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER AND
 GL1366'PROJECTS 2 INCHES.  IT IS 58 FEET NORTHWEST OF THE CENTER LINE
 GL1366'OF THE HIGHWAY, 23 FEET NORTHEAST OF A TRIANGULAR BLAZED
 GL1366'TELEPHONE POLE, AND 96 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 GL1366'THE RAILROAD.
 GL1366'
 GL1366'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HITT NO 1
 GL1366'1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES
 GL1366'IN DIAMETER AND PROJECTS 4 INCHES.  IT IS 56 FEET NORTHWEST OF
 GL1366'THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A TELEPHONE
 GL1366'POLE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 GL1366'
 GL1366'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HITT NO 2
 GL1366'1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES
 GL1366'IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 51 FEET SOUTHEAST
 GL1366'OF THE SOUTHEAST RAIL OF THE RAILROAD AND ABOUT 1 FOOT LOWER THAN
 GL1366'THE STATION.
 GL1366'
 GL1366'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HITT 1953 AND SET
 GL1366'IN THE TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER
 GL1366'AND PROJECTS 2 INCHES.  IT IS 90 FEET NORTHWEST OF THE CENTER LINE
 GL1366'OF THE HIGHWAY, 34 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 GL1366'RAILROAD, AND 125 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 GL1366'INTERSECTION OF U.S. HIGHWAY 54 AND FARM ROAD 695.  TO REACH THE
 GL1366'MARK FROM THE STATION GO SOUTHWEST ON THE HIGHWAY FOR 0.7 MILE
 GL1366'TO THE MARK ON THE RIGHT.
 GL1366'
 GL1366'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 54
 GL1366'AND 87 IN DALHART GO NORTHEAST ON U.S. HIGHWAY 54 FOR 5.7 MILES
 GL1366'TO THE STATION ON THE LEFT.
 GL1366'
 GL1366'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 GL1366
 GL1366                          STATION RECOVERY (1968)
 GL1366
 GL1366'RECOVERY NOTE BY US AIR FORCE 1968 (PD)
 GL1366'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 GL1366'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GL1366'
 GL1366'THE AZIMUTH MARK WAS SEARCHED FOR AT THIS TIME BUT WAS NOT FOUND.
 GL1366
 GL1366                          STATION RECOVERY (1969)
 GL1366
 GL1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GL1366'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  WITNESS
 GL1366'POST WERE SET 1 FOOT SOUTHWEST OF THE STATION MARK AND 1 FOOT
 GL1366'NORTHWEST OF THE AZIMUTH MARK.  THE ORIGINAL DESCRIPTION IS
 GL1366'ADEQUATE FOR RECOVERY.
 GL1366'
 GL1366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MI.
 GL1366'E OF DALHART
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0601 ***********************************************************************
 AW0601  DESIGNATION -  HJ
 AW0601  PID         -  AW0601
 AW0601  STATE/COUNTY-  TX/GALVESTON
 AW0601  USGS QUAD   -  GALVESTON (1994)
 AW0601
 AW0601                         *CURRENT SURVEY CONTROL
 AW0601  ___________________________________________________________________
 AW0601* NAD 83(1986)-  29 16 01.     (N)    094 49 33.     (W)     SCALED    
 AW0601* NAVD 88     -         5.093  (meters)      16.71   (feet)  ADJUSTED  
 AW0601  ___________________________________________________________________
 AW0601  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0601  DYNAMIC HT  -           5.086 (meters)      16.69  (feet)  COMP
 AW0601  MODELED GRAV-     979,259.0   (mgal)                       NAVD 88
 AW0601
 AW0601  VERT ORDER  -  FIRST     CLASS II
 AW0601
 AW0601.The horizontal coordinates were scaled from a topographic map and have
 AW0601.an estimated accuracy of +/- 6 seconds.
 AW0601
 AW0601.The orthometric height was determined by differential leveling
 AW0601.and adjusted by the National Geodetic Survey in March 1997..
 AW0601
 AW0601.The geoid height was determined by GEOID03.
 AW0601
 AW0601.The dynamic height is computed by dividing the NAVD 88
 AW0601.geopotential number by the normal gravity value computed on the
 AW0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0601.degrees latitude (g = 980.6199 gals.).
 AW0601
 AW0601.The modeled gravity was interpolated from observed gravity values.
 AW0601
 AW0601;                    North         East    Units  Estimated Accuracy
 AW0601;SPC TXSC     - 4,166,120.    1,005,540.      MT  (+/- 180 meters Scaled)
 AW0601
 AW0601                          SUPERSEDED SURVEY CONTROL
 AW0601
 AW0601  NAVD 88 (06/15/91)    5.127  (m)           16.82   (f) UNKNOWN     1 1
 AW0601  NGVD 29 (12/23/87)    5.124  (m)           16.81   (f) ADJUSTED    1 1
 AW0601
 AW0601.Superseded values are not recommended for survey control.
 AW0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0601.See file dsdata.txt to determine how the superseded data were derived.
 AW0601
 AW0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN226389(NAD 83)
 AW0601_MARKER: DD = SURVEY DISK
 AW0601_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AW0601_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 AW0601_STAMPING: HJ 73
 AW0601_MARK LOGO: USE   
 AW0601_PROJECTION: PROJECTING 3 CENTIMETERS
 AW0601_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0601+STABILITY: POSITION/ELEVATION WELL
 AW0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0601+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0601_ROD/PIPE-DEPTH: 9.2  meters
 AW0601_SLEEVE-DEPTH  : 6.1 meters
 AW0601
 AW0601  HISTORY     - Date     Condition        Report By
 AW0601  HISTORY     - UNK      MONUMENTED       USE
 AW0601  HISTORY     - 1973     GOOD             NGS
 AW0601  HISTORY     - 1978     GOOD             NGS
 AW0601  HISTORY     - 1983     GOOD             NGS
 AW0601  HISTORY     - 1987     GOOD             NGS
 AW0601  HISTORY     - 1988     GOOD             USPSQD
 AW0601  HISTORY     - 1988     GOOD             USPSQD
 AW0601  HISTORY     - 1989     GOOD             USPSQD
 AW0601  HISTORY     - 1989     GOOD             USPSQD
 AW0601  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0601  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0601  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0601  HISTORY     - 1990     GOOD             USPSQD
 AW0601  HISTORY     - 19961205 GOOD             NGS
 AW0601  HISTORY     - 20020719 GOOD             USPSQD
 AW0601  HISTORY     - 20031206 GOOD             USPSQD
 AW0601  HISTORY     - 20041208 GOOD             USPSQD
 AW0601  HISTORY     - 20051209 GOOD             USPSQD
 AW0601
 AW0601                          STATION DESCRIPTION
 AW0601
 AW0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0601'IN GALVESTON.
 AW0601'AT GALVESTON, AT THE NORTH CORNER OF SEAWALL BOULEVARD AND 61ST
 AW0601'STREET, 18 FEET NORTHWEST OF THE NORTHWEST CURB OF THE BOULEVARD, 39.0
 AW0601'FEET NORTHEAST OF THE NORTHEAST CURB OF THE STREET, 24 FEET WEST OF A
 AW0601'LIGHT POLE, 27 FEET NORTHEAST OF A POLE SUPPORTING THE STREET LIGHTS,
 AW0601'2.7 FEET SOUTH OF A WITNESS POST, A DISK ON THE TOP OF A 2-INCH
 AW0601'GALVANIZED PIPE DRIVEN TO A DEPTH OF 30 FEET.  THE PIPE IS ENCASED IN
 AW0601'AN 8-INCH PIPE WHICH IS 20-FEET DEEP AND FILLED WITH GREASE AND HAS A
 AW0601'CAP SREWED ON THE TOP PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW0601
 AW0601                          STATION RECOVERY (1978)
 AW0601
 AW0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0601'RECOVERED IN GOOD CONDITION.
 AW0601
 AW0601                          STATION RECOVERY (1983)
 AW0601
 AW0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0601'RECOVERED IN GOOD CONDITION.  NOTE, STAMPING IS H J 73 NOT H J.
 AW0601
 AW0601                          STATION RECOVERY (1987)
 AW0601
 AW0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0601'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.8 KM (3.0 MI)
 AW0601'SOUTHWEST ALONG SEAWALL BOULEVARD FROM MOODY CENTER IN GALVESTON.  THE
 AW0601'WITNESS POST MENTIONED IN THE 1978 DESCRIPTION NO LONGER EXISTS AND A
 AW0601'SIDEWALK HAS BEEN CONSTRUCTED AROUND THE MARK.  NOTE--STAMPING READS
 AW0601'HJ 73.
 AW0601
 AW0601                          STATION RECOVERY (1988)
 AW0601
 AW0601'RECOVERY NOTE BY US POWER SQUADRON 1988 (MQK)
 AW0601'RECOVERED IN GOOD CONDITION.
 AW0601
 AW0601                          STATION RECOVERY (1988)
 AW0601
 AW0601'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0601'RECOVERED IN GOOD CONDITION.
 AW0601
 AW0601                          STATION RECOVERY (1989)
 AW0601
 AW0601'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0601'RECOVERED IN GOOD CONDITION.
 AW0601
 AW0601                          STATION RECOVERY (1989)
 AW0601
 AW0601'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0601'RECOVERED IN GOOD CONDITION.
 AW0601
 AW0601                          STATION RECOVERY (1989)
 AW0601
 AW0601'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0601'MARK NOT FOUND.
 AW0601
 AW0601                          STATION RECOVERY (1989)
 AW0601
 AW0601'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0601'MARK NOT FOUND.
 AW0601
 AW0601                          STATION RECOVERY (1989)
 AW0601
 AW0601'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0601'MARK NOT FOUND.
 AW0601
 AW0601                          STATION RECOVERY (1990)
 AW0601
 AW0601'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0601'RECOVERED IN GOOD CONDITION.
 AW0601
 AW0601                          STATION RECOVERY (1996)
 AW0601
 AW0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0601'IN GALVESTON, AT THE INTERSECTION OF 61TH STREET AND SEAWALL
 AW0601'BOULEVARD, 16.8 M (55.1 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND
 AW0601'LANES OF THE STREET, 12.5 M (41.0 FT) NORTHWEST OF THE CENTER OF THE
 AW0601'WESTBOUND LANES OF THE BOULEVARD, 6.5 M (21.3 FT) NORTHEAST OF A
 AW0601'TRAFFIC SIGNAL, 5.6 M (18.4 FT) EAST OF A SIGNAL CONTROL BOX, 1.7 M
 AW0601'(5.6 FT) NORTH OF A LIGHT POST, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AW0601'BOULEVARD, AND 0.2 M (0.7 FT) WEST OF THE WEST EDGE OF A STEP.
 AW0601'NOTE--ACCESS TO THE DISK IS THROUGH AN 8-INCH PIPE CAP.
 AW0601
 AW0601                          STATION RECOVERY (2002)
 AW0601
 AW0601'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0601'RECOVERED IN GOOD CONDITION.
 AW0601
 AW0601                          STATION RECOVERY (2003)
 AW0601
 AW0601'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0601'RECOVERED IN GOOD CONDITION.
 AW0601
 AW0601                          STATION RECOVERY (2004)
 AW0601
 AW0601'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0601'RECOVERED IN GOOD CONDITION.
 AW0601
 AW0601                          STATION RECOVERY (2005)
 AW0601
 AW0601'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0601'RECOVERED AS DESCRIBED. THE MARK IS NOW PRESSING AGAINST THE SIDE OF
 AW0601'THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6407 ***********************************************************************
 AJ6407  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6407  DESIGNATION -  HNGS 1
 AJ6407  PID         -  AJ6407
 AJ6407  STATE/COUNTY-  TX/LIBERTY
 AJ6407  USGS QUAD   -  HUFFMAN (1980)
 AJ6407
 AJ6407                         *CURRENT SURVEY CONTROL
 AJ6407  ___________________________________________________________________
 AJ6407* NAD 83(1993)-  30 06 30.51624(N)    095 00 11.00805(W)     ADJUSTED  
 AJ6407* NAVD 88     -        25.03   (meters)      82.1    (feet)  GPS OBS   
 AJ6407  ___________________________________________________________________
 AJ6407  X           -    -481,587.843 (meters)                     COMP
 AJ6407  Y           -  -5,501,192.775 (meters)                     COMP
 AJ6407  Z           -   3,180,780.813 (meters)                     COMP
 AJ6407  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AJ6407  ELLIP HEIGHT-          -2.37  (meters)          (12/03/01) GPS OBS
 AJ6407  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AJ6407
 AJ6407  HORZ ORDER  -  FIRST
 AJ6407  ELLP ORDER  -  FOURTH    CLASS II
 AJ6407
 AJ6407.The horizontal coordinates were established by GPS observations
 AJ6407.and adjusted by the National Geodetic Survey in December 2001..
 AJ6407
 AJ6407.The orthometric height was determined by GPS observations and a
 AJ6407.high-resolution geoid model using precise GPS observation and
 AJ6407.processing techniques.
 AJ6407
 AJ6407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6407
 AJ6407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6407
 AJ6407.The ellipsoidal height was determined by GPS observations
 AJ6407.and is referenced to NAD 83.
 AJ6407
 AJ6407.The geoid height was determined by GEOID03.
 AJ6407
 AJ6407;                    North         East     Units Scale Factor Converg.
 AJ6407;SPC TX C     - 3,061,284.297 1,213,542.756   MT  1.00000220   +2 44 43.5
 AJ6407;SPC TX C     -10,043,563.56  3,981,431.53   sFT  1.00000220   +2 44 43.5
 AJ6407;UTM  15      - 3,332,498.330   307,000.496   MT  1.00005957   -1 00 18.4
 AJ6407
 AJ6407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6407!SPC TX C     -   1.00000037  x   1.00000220  =   1.00000257
 AJ6407!UTM  15      -   1.00000037  x   1.00005957  =   1.00005994
 AJ6407
 AJ6407                          SUPERSEDED SURVEY CONTROL
 AJ6407
 AJ6407.No superseded survey control is available for this station.
 AJ6407
 AJ6407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP0700032498(NAD 83)
 AJ6407_MARKER: I = METAL ROD
 AJ6407_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6407_STAMPING: HNGS 1 2000
 AJ6407_MARK LOGO: NGS   
 AJ6407_PROJECTION: RECESSED 6 CENTIMETERS
 AJ6407_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ6407+STABILITY: POSITION/ELEVATION WELL
 AJ6407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6407+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ6407_ROD/PIPE-DEPTH: 9.7  meters
 AJ6407_SLEEVE-DEPTH  : 1.0 meters
 AJ6407
 AJ6407  HISTORY     - Date     Condition        Report By
 AJ6407  HISTORY     - 2000     MONUMENTED       NGS
 AJ6407
 AJ6407                          STATION DESCRIPTION
 AJ6407
 AJ6407'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (NGS)
 AJ6407'THE STATION IS LOCATED ABOUT 7.55 MILES (12.15 KM) NORTHEAST OF
 AJ6407'HUFFMAN, 7.57 MILES (12.18 KM) NORTHWEST OF DAYTON, 16.8 MILES (27.0
 AJ6407'KM) SOUTHEAST OF CLEVLAND.  OWNED BY---HOUSTON NATURAL GAS
 AJ6407'STORAGE----RESTRICTED ACCESS----
 AJ6407'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 90 AND SR 321 HEAD
 AJ6407'NORTH ON SR 321 FOR APROX 4.26 MILES (6.86 KM) TO FM 686, LEFT ONTO FM
 AJ6407'686 FOR 4.62 MILES (7.43 KM) TO CO RD 680 TURN RIGHT AND BEAR WEST ON
 AJ6407'GRAVEL RD FOR .85 MILES (1.37 KM) TO CO RD 622, NORTH ON CO RD 622 FOR
 AJ6407'.35 MILE (0.56 KM) TO LOCKED GATE ON THE RIGHT.  DO NOT JUMP GATE.
 AJ6407'EAST ON OLD OILFIELD RD.25 MI TO STATION ON LEFT.  THE STATION IS A
 AJ6407'PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD DRIVEN INTO THE GROUND
 AJ6407'AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FT (0.9 M) LONG FILLED WITH
 AJ6407'GREASE THAT IS INCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP
 AJ6407'STAMPED---HNGS 1 2000---.  THE STATION IS 145 FT (44.2 M) NORTHEAST OF
 AJ6407'A 8IN TELEPHONE POLE, 18 FT (5.5 M) NORTH OF THE CENTER OF THE OIL
 AJ6407'FIELD RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0952 ***********************************************************************
 CB0952  DESIGNATION -  HOBBS SECONDARY
 CB0952  PID         -  CB0952
 CB0952  STATE/COUNTY-  TX/IRION
 CB0952  USGS QUAD   -  BARNHART (1971)
 CB0952
 CB0952                         *CURRENT SURVEY CONTROL
 CB0952  ___________________________________________________________________
 CB0952* NAD 83(1993)-  31 09 58.11676(N)    101 09 33.98295(W)     ADJUSTED  
 CB0952* NAVD 88     -       792.     (meters)    2598.     (feet)  SCALED    
 CB0952  ___________________________________________________________________
 CB0952  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CB0952  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CB0952
 CB0952  HORZ ORDER  -  THIRD
 CB0952
 CB0952.The horizontal coordinates were established by classical geodetic methods
 CB0952.and adjusted by the National Geodetic Survey in February 1996..
 CB0952
 CB0952.The orthometric height was scaled from a topographic map.
 CB0952
 CB0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0952
 CB0952.The geoid height was determined by GEOID03.
 CB0952
 CB0952;                    North         East     Units Scale Factor Converg.
 CB0952;SPC TX C     - 3,166,517.335   621,250.153   MT  0.99988586   -0 25 31.8
 CB0952;SPC TX C     -10,388,815.62  2,038,218.21   sFT  0.99988586   -0 25 31.8
 CB0952;UTM  14      - 3,450,022.882   294,182.288   MT  1.00012254   -1 07 04.6
 CB0952
 CB0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0952!SPC TX C     -   0.99987935  x   0.99988586  =   0.99976523
 CB0952!UTM  14      -   0.99987935  x   1.00012254  =   1.00000188
 CB0952
 CB0952:                Primary Azimuth Mark                     Grid Az
 CB0952:SPC TX C     -  MONTE                                    068 57 38.3
 CB0952:UTM  14      -  MONTE                                    069 39 11.1
 CB0952
 CB0952|---------------------------------------------------------------------|
 CB0952| PID    Reference Object                     Distance      Geod. Az  |
 CB0952|                                                           dddmmss.s |
 CB0952| CB0943 MONTE                               APPROX. 6.6 KM 0683206.5 |
 CB0952|---------------------------------------------------------------------|
 CB0952
 CB0952                          SUPERSEDED SURVEY CONTROL
 CB0952
 CB0952  NAD 83(1986)-  31 09 58.12541(N)    101 09 33.96724(W) AD(       ) 3
 CB0952  NAD 27      -  31 09 57.54743(N)    101 09 32.55321(W) AD(       ) 3
 CB0952
 CB0952.Superseded values are not recommended for survey control.
 CB0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0952.See file dsdata.txt to determine how the superseded data were derived.
 CB0952
 CB0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV9418250023(NAD 83)
 CB0952_MARKER: DD = SURVEY DISK
 CB0952_SETTING: 66 = SET IN ROCK OUTCROP
 CB0952_SP_SET: SET IN ROCK OUTCROP
 CB0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0952+STABILITY: POSITION/ELEVATION WELL
 CB0952
 CB0952  HISTORY     - Date     Condition        Report By
 CB0952  HISTORY     - 1920     MONUMENTED       USGS
 CB0952
 CB0952                          STATION DESCRIPTION
 CB0952
 CB0952'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 CB0952'LOCATED 2.5 MI. NE. OF BARNHART, 1 MI. NE. OF A.D. HOBBS RANCH HOUSE,
 CB0952'AND ON TOP OF HIGHEST HILL IN HIS PASTURE.
 CB0952'
 CB0952'STATION MARK--ALUMINUM TABLET, STAMPED ---TEXAS---, AND CEMENTED IN
 CB0952'STONE SET IN PLACE.
 CB0952'
 CB0952'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6522 ***********************************************************************
 AW6522  SACS        -  This is a Secondary Airport Control Station.
 AW6522  DESIGNATION -  HOBBY
 AW6522  PID         -  AW6522
 AW6522  STATE/COUNTY-  TX/HARRIS
 AW6522  USGS QUAD   -  PARK PLACE (1995)
 AW6522
 AW6522                         *CURRENT SURVEY CONTROL
 AW6522  ___________________________________________________________________
 AW6522* NAD 83(1993)-  29 38 20.70958(N)    095 16 30.41083(W)     ADJUSTED  
 AW6522* NAVD 88     -        12.36   (meters)      40.6    (feet)  GPS OBS   
 AW6522  ___________________________________________________________________
 AW6522  X           -    -510,085.244 (meters)                     COMP
 AW6522  Y           -  -5,524,640.154 (meters)                     COMP
 AW6522  Z           -   3,135,656.460 (meters)                     COMP
 AW6522  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW6522  ELLIP HEIGHT-         -14.83  (meters)          (09/07/01) GPS OBS
 AW6522  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW6522
 AW6522  HORZ ORDER  -  FIRST
 AW6522  ELLP ORDER  -  FOURTH    CLASS II
 AW6522
 AW6522.This mark is at William P Hobby (HOU) Airport (HOU)
 AW6522
 AW6522.The horizontal coordinates were established by GPS observations
 AW6522.and adjusted by the National Geodetic Survey in August 2000..
 AW6522
 AW6522.The orthometric height was determined by GPS observations and a
 AW6522.high-resolution geoid model.
 AW6522
 AW6522.GPS derived orthometric heights for airport stations designated as
 AW6522.PACS or SACS are published to 2 decimal places.  This maintains
 AW6522.centimeter relative accuracy between the PACS and SACS.  It does
 AW6522.not indicate centimeter accuracy relative to other marks which are
 AW6522.part of the NAVD 88 network.
 AW6522
 AW6522.Photographs are available for this station.
 AW6522
 AW6522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW6522
 AW6522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6522
 AW6522.The ellipsoidal height was determined by GPS observations
 AW6522.and is referenced to NAD 83.
 AW6522
 AW6522.The geoid height was determined by GEOID03.
 AW6522
 AW6522;                    North         East     Units Scale Factor Converg.
 AW6522;SPC TXSC     - 4,205,868.750   960,588.506   MT  0.99987728   +1 49 29.5
 AW6522;SPC TXSC     -13,798,754.39  3,151,530.79   sFT  0.99987728   +1 49 29.5
 AW6522;UTM  15      - 3,280,957.499   279,751.072   MT  1.00019858   -1 07 32.1
 AW6522
 AW6522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6522!SPC TXSC     -   1.00000233  x   0.99987728  =   0.99987961
 AW6522!UTM  15      -   1.00000233  x   1.00019858  =   1.00020091
 AW6522
 AW6522|---------------------------------------------------------------------|
 AW6522| PID    Reference Object                     Distance      Geod. Az  |
 AW6522|                                                           dddmmss.s |
 AW6522| CV7267 HOBBY RM 2                           20.425 METERS 17513     |
 AW6522| CV7266 HOBBY RM 1                                         22048     |
 AW6522| AW2081 P 760                                              3091948.9 |
 AW6522|---------------------------------------------------------------------|
 AW6522
 AW6522                          SUPERSEDED SURVEY CONTROL
 AW6522
 AW6522  ELLIP H (08/04/00)  -14.73   (m)                       GP(       ) 4 2
 AW6522  NAD 83(1993)-  29 38 20.70853(N)    095 16 30.40921(W) AD(       ) 2
 AW6522  ELLIP H (02/16/96)  -14.69   (m)                       GP(       ) 5 1
 AW6522  NAD 83(1986)-  29 38 20.72315(N)    095 16 30.39044(W) AD(       ) 2
 AW6522  NAD 83(1986)-  29 38 20.72291(N)    095 16 30.38892(W) AD(       ) 1
 AW6522  NAD 27      -  29 38 19.89041(N)    095 16 29.61812(W) AD(       ) 1
 AW6522  NGVD 29 (03/16/93)   12.4    (m)           41.     (f) GPS OBS        
 AW6522
 AW6522.Superseded values are not recommended for survey control.
 AW6522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6522.See file dsdata.txt to determine how the superseded data were derived.
 AW6522
 AW6522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7975180957(NAD 83)
 AW6522_MARKER: DD = SURVEY DISK
 AW6522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6522_SP_SET: CONCRETE RAMP
 AW6522_STAMPING: HOBBY 1968
 AW6522_MARK LOGO: CGS   
 AW6522_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW6522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW6522+STABILITY: SURFACE MOTION
 AW6522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6522+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 AW6522
 AW6522  HISTORY     - Date     Condition        Report By
 AW6522  HISTORY     - 1968     MONUMENTED       CGS
 AW6522  HISTORY     - 1968     GOOD             CGS
 AW6522  HISTORY     - 1973     GOOD             NGS
 AW6522  HISTORY     - 1978     GOOD             NGS
 AW6522  HISTORY     - 1987     GOOD             USPSQD
 AW6522  HISTORY     - 19921020 GOOD             NOS
 AW6522  HISTORY     - 19930615 GOOD             NGS
 AW6522  HISTORY     - 20000606 GOOD             NGS
 AW6522
 AW6522                          STATION DESCRIPTION
 AW6522
 AW6522'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6522'NO MEASUREMENT BETWEEN THE REFERENCE MARKS.
 AW6522'
 AW6522'THE STATION IS LOCATED IN THE SOUTHEAST PART OF HOUSTON AND ON THE
 AW6522'SOUTHEAST PART OF THE HOUSTON INTERNATIONAL AIRPORT, ABOUT 10 MILES
 AW6522'SOUTHEAST OF THE CENTER OF HOUSTON AND ABOUT 3 MILES NORTH OF THE
 AW6522'HARRIS-BRAZORIA COUNTY LINE.
 AW6522'
 AW6522'TO REACH THE STATION FROM THE INTERSECTION OF TELEPHONE ROAD AND
 AW6522'AIRPORT BOULEVARD AT THE NORTHWEST SIDE OF THE HOUSTON INTERNATIONAL
 AW6522'AIRPORT, GO SOUTH ON TELEPHONE ROAD FOR 1.65 MILES TO A STREET
 AW6522'LEFT.  TURN LEFT AND GO EAST ON BRANIFF STREET FOR 0.65 MILE TO A
 AW6522'CROSS STREET.  TURN LEFT AND GO NORTH ON RANDOLPH STREET FOR
 AW6522'0.15 MILE TO A T-INTERSECTION.  CROSS THE INTERSECTION AND CONTINUE
 AW6522'NORTH ON A CONCRETE TAXI STRIP FOR 0.25 MILE TO THE NEXT TO
 AW6522'THE LAST CONCRETE HANGAR APRON ON THE RIGHT.  TURN RIGHT AND GO
 AW6522'EAST ALONG THE NORTH EDGE OF THE APRON FOR 0.05 MILE TO THE
 AW6522'STATION ON THE LEFT ABOUT MIDWAY BETWEEN TWO HANGAR APRONS.
 AW6522'
 AW6522'TO REACH BM P760 1942 FROM THE INTERSECTION OF TELEPHONE ROAD
 AW6522'AND BRANIFF STREET AT THE SOUTHWEST SIDE OF THE HOUSTON
 AW6522'INTERNATIONAL AIRPORT, GO NORTH ON TELEPHONE ROAD FOR 0.8 MILE TO A
 AW6522'STREET RIGHT.  TURN RIGHT AND GO EAST ON NELMS STREET FOR 0.05 MILE
 AW6522'TO A T-INTERSECTION.  TURN LEFT AND GO NORTH ON
 AW6522'TRAVELAIR STREET FOR 0.05 MILE TO A DRIVEWAY ON THE RIGHT.
 AW6522'TURN RIGHT AND GO EAST ON THE DRIVEWAY FOR ABOUT 200 FEET TO THE
 AW6522'SOUTHEAST CORNER OF A CONTROL TOWER BUILDING AND THE MARK ON THE
 AW6522'LEFT.
 AW6522'
 AW6522'THE STATION MARK IS A STANDARD DISK STAMPED HOBBY 1968, SET IN THE
 AW6522'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6522'THE GROUND.  IT IS 70.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 AW6522'THE CONTINENTAL AIRLINES HANGAR APRON, 68.4 FEET NORTH-NORTHWEST OF
 AW6522'THE NORTHEAST CORNER OF THE NATIONAL AIRLINES HANGAR APRON, 65.7
 AW6522'FEET SOUTH OF THE SOUTH EDGE OF THE CONTINENTAL AIRLINES HANGAR
 AW6522'APRON AND 64.4 FEET NORTH OF THE NORTH EDGE OF THE NATIONAL
 AW6522'AIRLINES HANGAR APRON.
 AW6522'
 AW6522'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOBBY NO 1 1968,
 AW6522'CEMENTED IN A DRILLED HOLE IN THE NORTH EDGE OF THE NATIONAL
 AW6522'AIRLINES HANGAR APRON.  IT IS 130 FEET NORTH OF THE NORTH SIDE OF
 AW6522'THE NATIONAL AIRLINES HANGAR, 83 FEET WEST OF THE EAST EDGE OF THE
 AW6522'HANGAR APRON, 71.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 AW6522'METAL TOOL SHED AND 1.5 FEET SOUTH OF THE NORTH EDGE OF THE APRON.
 AW6522'
 AW6522'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOBBY NO 2 1968,
 AW6522'CEMENTED IN A DRILLED HOLE IN THE SOUTH EDGE OF THE CONTINENTAL
 AW6522'AIRLINES HANGAR APRON.  IT IS 79 FEET SOUTH OF THE SOUTH SIDE OF
 AW6522'THE CONTINENTAL AIRLINES HANGAR, 28 FEET WEST OF THE EAST EDGE OF
 AW6522'THE HANGAR APRON AND 1.3 FEET NORTH OF THE SOUTH EDGE OF THE
 AW6522'HANGAR APRON.
 AW6522'
 AW6522'BENCH MARK P760 IS A STANDARD DISK STAMPED P 760 1942, SET IN THE
 AW6522'TOP OF A 6-INCH CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 AW6522'PAVEMENT.  IT IS 62 FEET NORTH OF THE CENTER LINE OF THE EAST
 AW6522'ENTRANCE WALKWAY OF THE CONTROL TOWER BUILDING, 3.2 FEET EAST OF
 AW6522'THE EAST WALL OF THE CONTROL TOWER BUILDING AND 0.5 FOOT SOUTH OF
 AW6522'THE SOUTH WALL OF THE CONTROL TOWER BUILDING.
 AW6522'
 AW6522'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 AW6522
 AW6522                          STATION RECOVERY (1968)
 AW6522
 AW6522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 AW6522'RECOVERED IN GOOD CONDITION.
 AW6522
 AW6522                          STATION RECOVERY (1973)
 AW6522
 AW6522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 AW6522'STATION HOBBY 1968, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION
 AW6522'AS DESCRIBED.
 AW6522'
 AW6522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WILLIAM P. HOBBY
 AW6522'AIRPORT.
 AW6522
 AW6522                          STATION RECOVERY (1978)
 AW6522
 AW6522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (EEE)
 AW6522'THE STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE RECOVERED AS
 AW6522'DESCRIBED AND IN GOOD CONDITION.
 AW6522'
 AW6522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SOUTHEAST
 AW6522'OF CENTER OF HOUSTON.
 AW6522
 AW6522                          STATION RECOVERY (1987)
 AW6522
 AW6522'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6522'RECOVERED IN GOOD CONDITION.
 AW6522
 AW6522                          STATION RECOVERY (1992)
 AW6522
 AW6522'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW6522'RECOVERED IN GOOD CONDITION.
 AW6522
 AW6522                          STATION RECOVERY (1993)
 AW6522
 AW6522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW6522'THE STATION IS LOCATED ON THE SOUTH RAMP AREA OF WILLIAM P HOBBY
 AW6522'AIRPORT.  THE STATION IS 67.0 FT (20.4 M) SOUTH OF REFERENCE MARK 1,
 AW6522'88.2 FT (26.9 M) NORTHEAST OF REFERENCE MARK 2, 65.4 FT (19.9 M) SOUTH
 AW6522'OF THE SOUTH EDGE OF CONCRETE RAMP, 66.5 FT (20.3 M) SOUTH OF THE
 AW6522'SOUTHWEST CORNER OF BUILDING, 99.5 FT (30.3 M) SOUTHEAST OF POLE, 64.5
 AW6522'FT (19.7 M) WEST OF POLE, AND 64.3 FT (19.6 M) NORTH OF THE NORTH EDGE
 AW6522'OF CONCRETE RAMP.  THE STATION IS A STANDARD DISK STAMPED HOBBY 1968.
 AW6522
 AW6522                          STATION RECOVERY (2000)
 AW6522
 AW6522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AW6522'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE WILLIAM P HOBBY
 AW6522'AIRPORT.  OWNERSHIP--WILLIAM P HOBBY AIRPORT, MARGARET LONERO AIRPORT
 AW6522'MANAGER, 7800 AIRPORT BLVD, HOUSTON, TX 77061.  THE PHONE NUMBER IS
 AW6522'713 845-6602.
 AW6522'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 45
 AW6522'AND AIRPORT BLVD (EXIT 36) IN SOUTHEAST HOUSTON, GO WESTERLY FOR 0.75
 AW6522'MI (1.21 KM) ON AIRPORT BLVD TO THE INTERSECTION OF MONROE ROAD, TURN
 AW6522'LEFT AND GO SOUTH FOR 1.6 MI (2.6 KM) ON MONROE ROAD TO A PAVED ROAD
 AW6522'RIGHT, TURN RIGHT AND GO WEST FOR 0.1 MI (0.2 KM) ON BRANIF ROAD TO A
 AW6522'T INTERSECTION, TURN RIGHT AND GO WESTERLY FOR 0.65 MI (1.05 KM) ON
 AW6522'BRANIF ROAD AND CUB LANE TO THE INTERSECTION OF RANDOLPH STREET, TURN
 AW6522'RIGHT AND GO NORTH FOR 0.1 MI (0.2 KM) ON RANDOLPH STREET TO GATE
 AW6522'NUMBER S 17, PASS THROUGH THE GATE AND GO NORTH FOR 0.2 MI (0.3 KM) ON
 AW6522'TAXIWAY J AN ABANDONED CONCRETE RAMP AREA ON THE RIGHT, TURN RIGHT AND
 AW6522'GO EAST FOR 0.05 MI (0.08 KM) ACROSS THE RAMP TO THE STATION ON THE
 AW6522'RIGHT IN A GRASS AREA BETWEEN TWO CONCRETE RAMPS.
 AW6522'THE STATION IS LOCATED 99.5 FT (30.3 M) SOUTHEAST OF A POLE, 65.4 FT
 AW6522'(19.9 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE RAMP, 64.3 FT (19.6 M)
 AW6522'NORTH OF THE NORTH EDGE OF A CONCRETE RAMP, AND THE MONUMENT IS FLUSH
 AW6522'WITH THE GROUND SURFACE.  NOTE--THIS STATION HAS BEEN DESIGNATED A
 AW6522'SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1065 ***********************************************************************
 CU1065  DESIGNATION -  HOBO
 CU1065  PID         -  CU1065
 CU1065  STATE/COUNTY-  TX/BORDEN
 CU1065  USGS QUAD   -  GUNSIGHT DRAW SE (1970)
 CU1065
 CU1065                         *CURRENT SURVEY CONTROL
 CU1065  ___________________________________________________________________
 CU1065* NAD 83(1993)-  32 32 48.22402(N)    101 17 22.72263(W)     ADJUSTED  
 CU1065* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 CU1065  ___________________________________________________________________
 CU1065  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 CU1065  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CU1065
 CU1065  HORZ ORDER  -  SECOND
 CU1065
 CU1065.The horizontal coordinates were established by classical geodetic methods
 CU1065.and adjusted by the National Geodetic Survey in February 1996..
 CU1065
 CU1065.The orthometric height was scaled from a topographic map.
 CU1065
 CU1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1065
 CU1065.The geoid height was determined by GEOID03.
 CU1065
 CU1065;                    North         East     Units Scale Factor Converg.
 CU1065;SPC TXNC     - 2,101,069.086   338,027.897   MT  0.99991119   -1 31 17.2
 CU1065;SPC TXNC     - 6,893,257.49  1,109,013.19   sFT  0.99991119   -1 31 17.2
 CU1065;UTM  14      - 3,603,350.983   284,999.640   MT  1.00017004   -1 13 56.2
 CU1065
 CU1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1065!SPC TXNC     -   0.99989164  x   0.99991119  =   0.99980284
 CU1065!UTM  14      -   0.99989164  x   1.00017004  =   1.00006166
 CU1065
 CU1065|---------------------------------------------------------------------|
 CU1065| PID    Reference Object                     Distance      Geod. Az  |
 CU1065|                                                           dddmmss.s |
 CU1065| CH9575 HOBO RM 1                            11.506 METERS 00437     |
 CU1065| CU1060 VINCENT ATT MICROWAVE               APPROX. 6.6 KM 1145435.5 |
 CU1065| CH9576 HOBO RM 2                            12.390 METERS 17723     |
 CU1065| CH9574 HOBO AZ MK                                         1850953.3 |
 CU1065| CU1102 BIG SPRINGS KWAB TV MW RELAY        APPROX.13.6 KM 1853628.4 |
 CU1065|---------------------------------------------------------------------|
 CU1065
 CU1065                          SUPERSEDED SURVEY CONTROL
 CU1065
 CU1065  NAD 83(1986)-  32 32 48.22977(N)    101 17 22.71412(W) AD(       ) 2
 CU1065  NAD 27      -  32 32 47.82842(N)    101 17 21.26573(W) AD(       ) 2
 CU1065
 CU1065.Superseded values are not recommended for survey control.
 CU1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1065.See file dsdata.txt to determine how the superseded data were derived.
 CU1065
 CU1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB8500003351(NAD 83)
 CU1065_MARKER: DS = TRIANGULATION STATION DISK
 CU1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1065_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1065
 CU1065  HISTORY     - Date     Condition        Report By
 CU1065  HISTORY     - 1968     MONUMENTED       CGS
 CU1065
 CU1065                          STATION DESCRIPTION
 CU1065
 CU1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1065'THE STATION IS LOCATED ABOUT 18 MILES SOUTH-SOUTHEAST OF GAIL, 17
 CU1065'MILES WEST-SOUTHWEST OF IRA, 16 MILES EAST-NORTHEAST OF VEALMOOR,
 CU1065'IN THE HOBO OIL FIELD.  MR. T.L. GRIFFIN, OWNER OF THE LAND, LIVES
 CU1065'ABOUT 1 MILE NORTH OF THE STATION.
 CU1065'
 CU1065'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 180 AND 84
 CU1065'AT THE NORTHWEST CORNER OF THE SQUARE IN SNYDER, GO WEST ON
 CU1065'U.S. HIGHWAY 180 FOR 16.5 MILES TO FARM ROAD 1610 ON THE LEFT.
 CU1065'TURN LEFT, SOUTH, ON FARM ROAD 1610 FOR 7.7 MILES TO FARM ROAD 1205
 CU1065'ON THE RIGHT.  TURN RIGHT ON FARM ROAD 1205, WEST AND SOUTH, FOR
 CU1065'9.6 MILES TO WHERE FARM ROAD 1205 TURNS EAST.  CONTINUE ON FARM
 CU1065'ROAD 1205, EAST, FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN
 CU1065'RIGHT, SOUTH, FOLLOWING BLADED ROAD FOR 0.9 MILE TO THE STATION ON
 CU1065'THE LEFT.  CONTINUE SOUTH ON THE BLADED ROAD FOR 0.45
 CU1065'MILE TO THE SECOND OIL WELL ON THE RIGHT AND THE AZIMUTH
 CU1065'MARK.
 CU1065'
 CU1065'THE STATION MARK IS A STANDARD DISK, STAMPED HOBO 1968, SET IN THE
 CU1065'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CU1065'GROUND.  IT IS ABOUT 0.05 MILE NORTHWEST OF 3 OIL STORAGE TANKS, 41
 CU1065'FEET EAST OF THE CENTER OF THE BLADED ROAD AND 4 FEET WEST OF A
 CU1065'FENCE AND METAL WITNESS POST.
 CU1065'
 CU1065'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOBO NO 1 1968, SET
 CU1065'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 CU1065'INCHES.  IT IS 43 FEET EAST OF THE CENTER OF THE BLADED ROAD, 37.5
 CU1065'FEET NORTH OF THE METAL WITNESS POST AND 1.5 FEET WEST OF THE
 CU1065'FENCE.
 CU1065'
 CU1065'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOBO NO 2 1968, SET
 CU1065'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 CU1065'INCHES.  IT IS 43 FEET EAST OF THE CENTER OF THE BLADED ROAD, 40.6
 CU1065'FEET SOUTH OF THE METAL WITNESS POST AND 1.4 FEET WEST OF THE
 CU1065'FENCE.
 CU1065'
 CU1065'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOBO 1968, CEMENTED
 CU1065'IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE FOUNDATION OF OIL
 CU1065'WELL PUMP NUMBER-2, T.L. GRIFFIN 6.  IT IS 120 FEET WEST OF THE
 CU1065'CENTER OF THE BLADED ROAD AND 110 FEET SOUTH OF A POWER POLE.
 CU1065'
 CU1065'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1609 ***********************************************************************
 BL1609  DESIGNATION -  HOCKLEY
 BL1609  PID         -  BL1609
 BL1609  STATE/COUNTY-  TX/HARRIS
 BL1609  USGS QUAD   -  HOCKLEY (1980)
 BL1609
 BL1609                         *CURRENT SURVEY CONTROL
 BL1609  ___________________________________________________________________
 BL1609* NAD 83(1993)-  30 00 14.55789(N)    095 47 03.45391(W)     ADJUSTED  
 BL1609* NAVD 88     -        62.15   (+/-2cm)     203.9    (feet)  VERTCON   
 BL1609  ___________________________________________________________________
 BL1609  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BL1609  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BL1609
 BL1609  HORZ ORDER  -  THIRD
 BL1609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1609
 BL1609.The horizontal coordinates were established by classical geodetic methods
 BL1609.and adjusted by the National Geodetic Survey in February 1996..
 BL1609
 BL1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1609.The vertical order pertains to the NGVD 29 superseded value.
 BL1609
 BL1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1609
 BL1609.The geoid height was determined by GEOID03.
 BL1609
 BL1609;                    North         East     Units Scale Factor Converg.
 BL1609;SPC TXSC     - 4,244,842.174   910,198.630   MT  0.99993125   +1 34 31.5
 BL1609;SPC TXSC     -13,926,619.70  2,986,210.01   sFT  0.99993125   +1 34 31.5
 BL1609;SPC TX C     - 3,046,374.613 1,138,793.917   MT  1.00003197   +2 20 34.9
 BL1609;SPC TX C     - 9,994,647.38  3,736,193.04   sFT  1.00003197   +2 20 34.9
 BL1609;UTM  15      - 3,322,498.395   231,419.071   MT  1.00049008   -1 23 35.3
 BL1609
 BL1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1609!SPC TXSC     -   0.99999458  x   0.99993125  =   0.99992583
 BL1609!SPC TX C     -   0.99999458  x   1.00003197  =   1.00002655
 BL1609!UTM  15      -   0.99999458  x   1.00049008  =   1.00048466
 BL1609
 BL1609:                Primary Azimuth Mark                     Grid Az
 BL1609:SPC TXSC     -  HOCKLEY AZ MK                            014 54 32.7
 BL1609:SPC TX C     -  HOCKLEY AZ MK                            014 08 29.3
 BL1609:UTM  15      -  HOCKLEY AZ MK                            017 52 39.5
 BL1609
 BL1609|---------------------------------------------------------------------|
 BL1609| PID    Reference Object                     Distance      Geod. Az  |
 BL1609|                                                           dddmmss.s |
 BL1609| BL1608 HOCKLEY AZ MK                                      0162904.2 |
 BL1609| BL1606 HOCKLEY RM 1                         14.026 METERS 11318     |
 BL1609| BL1610 HOCKLEY RM 2                         14.273 METERS 29312     |
 BL1609| BL1611 HOCKLEY RM 3                         14.402 METERS 29325     |
 BL1609|---------------------------------------------------------------------|
 BL1609
 BL1609                          SUPERSEDED SURVEY CONTROL
 BL1609
 BL1609  NAD 83(1986)-  30 00 14.57219(N)    095 47 03.43605(W) AD(       ) 3
 BL1609  NAD 27      -  30 00 13.78529(N)    095 47 02.61585(W) AD(       ) 3
 BL1609  NGVD 29 (??/??/92)   62.143  (m)          203.88   (f) ADJ UNCH    2 0
 BL1609
 BL1609.Superseded values are not recommended for survey control.
 BL1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1609.See file dsdata.txt to determine how the superseded data were derived.
 BL1609
 BL1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3141922498(NAD 83)
 BL1609_MARKER: DS = TRIANGULATION STATION DISK
 BL1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1609_STAMPING: HOCKLEY 1952
 BL1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1609+STABILITY: SURFACE MOTION
 BL1609
 BL1609  HISTORY     - Date     Condition        Report By
 BL1609  HISTORY     - 1952     MONUMENTED       CGS
 BL1609  HISTORY     - 1954     GOOD             CGS
 BL1609  HISTORY     - 1954     GOOD             NGS
 BL1609  HISTORY     - 1962     GOOD             CGS
 BL1609  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1609  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 BL1609
 BL1609                          STATION DESCRIPTION
 BL1609
 BL1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1609'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF CYPRESS
 BL1609'AND ABOUT 4 MILES SOUTHEAST OF HOCKLEY, 49 FEET SOUTH OF U.S.
 BL1609'HIGHWAY 290, 46 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 BL1609'TRACKS AND 6 FEET NORTHWEST OF A WITNESS POST.  IT PROJECTS 3
 BL1609'INCHES AND IS STAMPED HOCKLEY 1952.
 BL1609'
 BL1609'REFERENCE MARK NO. 1 IS 49 FEET SOUTH OF THE CENTER OF U.S.
 BL1609'HIGHWAY 290, 46 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 BL1609'TRACKS AND 20 FEET NORTHEAST OF A TELEPHONE POLE.  IT PROJECTS
 BL1609'4 INCHES AND IS STAMPED HOCKLEY NO 1 1952.
 BL1609'
 BL1609'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF THE CENTER OF U.S.
 BL1609'HIGHWAY 290, 46 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 BL1609'TRACKS AND 16 FEET SOUTHWEST OF A CYPRESS TREE ABOUT 6 INCHES IN
 BL1609'DIAMETER.  IT PROJECTS 4 INCHES AND IS STAMPED HOCKLEY NO 2 1952.
 BL1609'
 BL1609'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 92.85 FEET.
 BL1609'
 BL1609'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF A GRADED ROAD,
 BL1609'1.5 FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT SOUTHWEST OF A
 BL1609'T FENCE CORNER.  IT PROJECTS 4 INCHES AND IS STAMPED HOCKLEY 1952.
 BL1609'
 BL1609'TO REACH THE STATION FROM THE POST OFFICE IN CYPRESS GO WESTERLY
 BL1609'ON U.S. HIGHWAY 290 FOR 5.6 MILES TO THE STATION ON THE LEFT
 BL1609'AS DESCRIBED.
 BL1609'
 BL1609'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S.
 BL1609'HIGHWAY 290 FOR 0.2 MILE TO A T ROAD LEFT, TURN LEFT AND GO
 BL1609'NORTH ON GRADED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 BL1609'RIGHT AS DESCRIBED.
 BL1609
 BL1609                          STATION RECOVERY (1954)
 BL1609
 BL1609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BL1609'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND
 BL1609'NEW ORLEANS RAILROAD STATION AT HOCKLEY, 50 FEET SOUTHWEST
 BL1609'OF THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTHEAST OF THE
 BL1609'NORTHEAST RAIL, 29 FEET NORTH OF A TELEPHONE POLE, 6 FEET
 BL1609'NORTH OF A WITNESS POST, 18 FEET WEST OF THE EXTENDED CENTER
 BL1609'LINE OF A PRIVATE DRIVEWAY, A TRIANGULATION STATION DISK SET
 BL1609'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 BL1609'THE GROUND, STAMPED HOCKLEY 1952.
 BL1609'
 BL1609'HOCKLEY R.M. 1 IS 45.8 FEET SOUTHEAST OF TRIANGULATION STATION
 BL1609'HOCKLEY 1952, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BL1609'HIGHWAY, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, A REFERENCE
 BL1609'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL1609'0.4 FOOT ABOVE THE GROUND, STAMPED HOCKLEY NO 1 1952.
 BL1609'
 BL1609'HOCKLEY R.M. 2 IS 47.0 FEET NORTHWEST OF TRIANGULATION STATION
 BL1609'HOCKLEY 1952, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BL1609'46 FEET NORTHEAST OF THE NORTHEAST RAIL, A REFERENCE MARK DISK
 BL1609'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 BL1609'THE GROUND, STAMPED HOCKLEY NO 2 1952.
 BL1609'
 BL1609'HOCKLEY 1952 AZIMUTH IS 0.5 MILE NORTH OF TRIANGULATION STATION
 BL1609'HOCKLEY 1952, 30 FEET EAST OF THE CENTER LINE OF BAUER ROAD, 2
 BL1609'FEET SOUTH OF AN EAST AND WEST FENCE, 2 FEET WEST OF A NORTH
 BL1609'AND SOUTH FENCE, 1 FOOT SOUTHEAST OF A WITNESS POST, AN AZIMUTH
 BL1609'MARK DISK SET IN THE TOP OF A CONCRETE POST, STAMPED HOCKLEY
 BL1609'1952.
 BL1609
 BL1609                          STATION RECOVERY (1954)
 BL1609
 BL1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1609'4.0 MI SE FROM HOCKLEY.
 BL1609'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW
 BL1609'ORLEANS RAILROAD STATION AT HOCKLEY, 50 FEET SOUTHWEST OF THE CENTER
 BL1609'LINE OF THE HIGHWAY, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, 29 FEET
 BL1609'NORTH OF A TELEPHONE POLE, 6 FEET NORTH OF A WITNESS POST, 18 FEET
 BL1609'WEST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY, SET IN THE TOP
 BL1609'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL1609
 BL1609                          STATION RECOVERY (1962)
 BL1609
 BL1609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SEU)
 BL1609'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 BL1609'WERE RECOVERED.  REFERENCE MARK NO. 2 WAS FOUND TO BE DESTROYED.
 BL1609'THE STATION MARK HAS BEEN STRUCK BY MACHINERY, THE CORNERS OF THE
 BL1609'CONCRETE POST HAVE BEEN CHIPPED OFF BUT THE DISK IS SOLID IN
 BL1609'THE POST AND APPEARS TO BE IN ITS ORIGINAL POSITION.  REFERENCE
 BL1609'MARK NO. 1 AND THE AZIMUTH MARK ARE IN GOOD CONDITION.  THE
 BL1609'DESCRIPTION AND THE ROUTE TO REACH THE STATION ARE ADEQUATE
 BL1609'FOR RECOVERY.
 BL1609'
 BL1609'A NEW REFERENCE MARK NO. 3 WAS SET.  THE FOLLOWING IS AN
 BL1609'ALTERNATE ROUTE TO REACH THE STATION AND DESCRIPTION FOR
 BL1609'REFERENCE MARK NO. 3.
 BL1609'
 BL1609'TO REACH THE STATION FROM THE POST OFFICE IN HOCKLEY, GO EAST
 BL1609'ON U.S. HIGHWAY 290 FOR 3.9 MILES TO STATION ON THE RIGHT.
 BL1609'CONTINUE EAST ON U.S. HIGHWAY 290 FOR 0.2 MILE TO A SIDE ROAD
 BL1609'ON THE LEFT.  TURN LEFT, NORTH, GO 0.5 MILE TO AZIMUTH MARK
 BL1609'ON THE RIGHT.
 BL1609'
 BL1609'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HOCKLEY NO 3 1952,
 BL1609'IS SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH THE SURFACE
 BL1609'OF THE GROUND.  IT IS 49 FEET SOUTH OF THE CENTER LINE OF U.S.
 BL1609'HIGHWAY 290, 30 FEET EAST OF A BELL SYSTEM CABLE POST NO. 77,
 BL1609'80 FEET SOUTHWEST OF A DRIVEWAY ENTRANCE LEADING NORTH, AND
 BL1609'46 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS.
 BL1609
 BL1609                          STATION RECOVERY (1973)
 BL1609
 BL1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1609'MARK NOT FOUND.
 BL1609
 BL1609                          STATION RECOVERY (1994)
 BL1609
 BL1609'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1289 ***********************************************************************
 DN1289  DESIGNATION -  HOCKLEY
 DN1289  PID         -  DN1289
 DN1289  STATE/COUNTY-  TX/COOKE
 DN1289  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN1289
 DN1289                         *CURRENT SURVEY CONTROL
 DN1289  ___________________________________________________________________
 DN1289* NAD 83(1993)-  33 30 02.07849(N)    097 07 46.36151(W)     ADJUSTED  
 DN1289* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 DN1289  ___________________________________________________________________
 DN1289  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DN1289  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 DN1289
 DN1289  HORZ ORDER  -  THIRD
 DN1289
 DN1289.The horizontal coordinates were established by classical geodetic methods
 DN1289.and adjusted by the National Geodetic Survey in February 1996..
 DN1289
 DN1289.The orthometric height was scaled from a topographic map.
 DN1289
 DN1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1289
 DN1289.The geoid height was determined by GEOID03.
 DN1289
 DN1289;                    North         East     Units Scale Factor Converg.
 DN1289;SPC TXNC     - 2,204,195.366   727,329.397   MT  0.99990323   +0 44 50.8
 DN1289;SPC TXNC     - 7,231,597.63  2,386,246.53   sFT  0.99990323   +0 44 50.8
 DN1289;UTM  14      - 3,708,348.922   673,748.928   MT  0.99997219   +1 01 57.5
 DN1289
 DN1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1289!SPC TXNC     -   0.99996820  x   0.99990323  =   0.99987143
 DN1289!UTM  14      -   0.99996820  x   0.99997219  =   0.99994039
 DN1289
 DN1289|---------------------------------------------------------------------|
 DN1289| PID    Reference Object                     Distance      Geod. Az  |
 DN1289|                                                           dddmmss.s |
 DN1289| CY2121 HOCKLEY RM 1                         18.875 METERS 06731     |
 DN1289| CY2122 HOCKLEY RM 2                         21.128 METERS 12314     |
 DN1289| DN1319 VALLEY VIEW MUNICIPAL TANK          APPROX. 3.6 KM 2494545.0 |
 DN1289| CY2120 HOCKLEY AZ MK                                      2980635.9 |
 DN1289|---------------------------------------------------------------------|
 DN1289
 DN1289                          SUPERSEDED SURVEY CONTROL
 DN1289
 DN1289  NAD 83(1993)-  33 30 02.07917(N)    097 07 46.35852(W) AD(       ) 3
 DN1289  NAD 83(1986)-  33 30 02.08649(N)    097 07 46.35113(W) AD(       ) 3
 DN1289  NAD 27      -  33 30 01.68950(N)    097 07 45.31200(W) AD(       ) 3
 DN1289
 DN1289.Superseded values are not recommended for survey control.
 DN1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1289.See file dsdata.txt to determine how the superseded data were derived.
 DN1289
 DN1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC7374908349(NAD 83)
 DN1289_MARKER: DS = TRIANGULATION STATION DISK
 DN1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1289
 DN1289  HISTORY     - Date     Condition        Report By
 DN1289  HISTORY     - 1955     MONUMENTED       CGS
 DN1289  HISTORY     - 1958     GOOD             USGS
 DN1289  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 DN1289
 DN1289                          STATION DESCRIPTION
 DN1289
 DN1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1289'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH OF GAINESVILLE, AND
 DN1289'ABOUT 2 MILES EAST-NORTHEAST OF VALLEY VIEW ON THE PROPERTY
 DN1289'AND NEAR THE FARM HOME OF MR. ARTHUR LUTTMER.  THIS LOCATION
 DN1289'IS IN THE SOUTHEAST CORNER OF A PASTURE ABOUT 150 FEET NORTHEAST
 DN1289'OF THE HOUSE, 31 FEET NORTH OF A FENCE, 26 FEET WEST OF A
 DN1289'FENCE, AND 25 FEET NORTHWEST OF A LONE 24-INCH TREE IN THE
 DN1289'PASTURE CORNER.  IT IS SET FLUSH AND THE DISK IS STAMPED
 DN1289'HOCKLEY 1955.
 DN1289'
 DN1289'R.M. NO. 1 IS ACROSS THE ROAD FROM THE STATION, 14 FEET EAST
 DN1289'OF THE CENTER OF A GRAVELED ROAD, AND 1 FOOT WEST OF A FENCE.
 DN1289'IT IS SET FLUSH AND THE DISK IS STAMPED HOCKLEY R.M. NO 1 1955.
 DN1289'
 DN1289'R.M. NO. 2 IS ACROSS THE ROAD FROM THE STATION, 14 FEET EAST
 DN1289'OF THE CENTER OF A GRAVELED ROAD, AND 1 FOOT WEST OF A FENCE.
 DN1289'IT IS SET FLUSH AND THE DISK IS STAMPED HOCKLEY R.M. NO 2 1955.
 DN1289'
 DN1289'THE AZIMUTH MARK IS 9 FEET SOUTH OF A CORNER POST, 2 FEET
 DN1289'SOUTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE.  IT IS
 DN1289'SET FLUSH AND THE DISK IS STAMPED HOCKLEY 1955.
 DN1289'
 DN1289'TO REACH THE STATION FROM THE POST OFFICE IN VALLEY VIEW,
 DN1289'GO SOUTH 0.05 MILE TO STATE FARM ROAD 922, TURN LEFT AND GO
 DN1289'EAST FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY 77, CROSS
 DN1289'U.S. HIGHWAY 77 AND CONTINUE EAST ON STATE FARM ROAD 922 FOR
 DN1289'2.0 MILES TO A CROSSROADS, TURN LEFT AND GO NORTH FOR 1.0
 DN1289'MILE TO THE HOME OF MR. LUTTMER ON THE LEFT AND THE STATION
 DN1289'AS DESCRIBED.
 DN1289'
 DN1289'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 DN1289'GRAVELED ROAD FOR 0.2 MILE TO THE BOTTOM OF A HILL AND A
 DN1289'POINT WHERE THE GRAVELED ROAD TURNS SHARPLY TO THE RIGHT,
 DN1289'HERE TURN LEFT ON A DIRT ROAD AND GO WEST FOR 0.45 MILE TO
 DN1289'A SHARP LEFT TURN IN THE ROAD AND THE AZIMUTH MARK ON THE
 DN1289'RIGHT AS DESCRIBED.
 DN1289
 DN1289                          STATION RECOVERY (1958)
 DN1289
 DN1289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1289'RECOVERED BY USGS IN 1958.
 DN1289'
 DN1289'STATION MARK--A STANDARD USC AND GS TABLET ON A CONCRETE POST FLUSH
 DN1289'WITH THE GROUND AND STAMPED---HOCKLEY 1955---.
 DN1289
 DN1289                          STATION RECOVERY (1995)
 DN1289
 DN1289'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1608 ***********************************************************************
 BL1608  DESIGNATION -  HOCKLEY AZ MK
 BL1608  PID         -  BL1608
 BL1608  STATE/COUNTY-  TX/HARRIS
 BL1608  USGS QUAD   -  HOCKLEY (1980)
 BL1608
 BL1608                         *CURRENT SURVEY CONTROL
 BL1608  ___________________________________________________________________
 BL1608* NAD 83(1986)-  30 00 38.     (N)    095 46 54.     (W)     SCALED    
 BL1608* NAVD 88     -        61.02   (+/-2cm)     200.2    (feet)  VERTCON   
 BL1608  ___________________________________________________________________
 BL1608  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BL1608
 BL1608  VERT ORDER  -  THIRD (See Below)
 BL1608
 BL1608.The horizontal coordinates were scaled from a topographic map and have
 BL1608.an estimated accuracy of +/- 6 seconds.
 BL1608
 BL1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1608.The vertical order pertains to the NGVD 29 superseded value.
 BL1608
 BL1608.The geoid height was determined by GEOID03.
 BL1608
 BL1608;                    North         East    Units  Estimated Accuracy
 BL1608;SPC TXSC     - 4,245,570.      910,430.      MT  (+/- 180 meters Scaled)
 BL1608
 BL1608                          SUPERSEDED SURVEY CONTROL
 BL1608
 BL1608  NGVD 29 (??/??/??)   61.02   (m)          200.2    (f) RESET       3  
 BL1608
 BL1608.Superseded values are not recommended for survey control.
 BL1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1608.See file dsdata.txt to determine how the superseded data were derived.
 BL1608
 BL1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP316232(NAD 83)
 BL1608_MARKER: DZ = AZIMUTH MARK DISK
 BL1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1608_STAMPING: HOCKLEY 1952
 BL1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1608+STABILITY: SURFACE MOTION
 BL1608
 BL1608  HISTORY     - Date     Condition        Report By
 BL1608  HISTORY     - 1952     MONUMENTED       CGS
 BL1608  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 BL1608
 BL1608                          STATION DESCRIPTION
 BL1608
 BL1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL1608'4.65 MI SE FROM HOCKLEY.
 BL1608'4.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW
 BL1608'ORLEANS RAILROAD STATION AT HOCKLEY, THENCE 0.5 MILE NORTH ALONG BAUER
 BL1608'ROAD, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF AN
 BL1608'EAST AND WEST FENCE, 2 FEET WEST OF A NORTH AND SOUTH FENCE, 1.5 FEET
 BL1608'SOUTHEAST OF A WITNESS POST, 0.5 MILE NORTH OF TRIANGULATION STATION
 BL1608'HOCKLEY 1952, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 BL1608'FOOT ABOVE THE GROUND.
 BL1608
 BL1608                          STATION RECOVERY (1994)
 BL1608
 BL1608'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1606 ***********************************************************************
 BL1606  DESIGNATION -  HOCKLEY RM 1
 BL1606  PID         -  BL1606
 BL1606  STATE/COUNTY-  TX/HARRIS
 BL1606  USGS QUAD   -  HOCKLEY (1980)
 BL1606
 BL1606                         *CURRENT SURVEY CONTROL
 BL1606  ___________________________________________________________________
 BL1606* NAD 83(1986)-  30 00 14.     (N)    095 47 03.     (W)     SCALED    
 BL1606* NAVD 88     -        62.22   (+/-2cm)     204.1    (feet)  VERTCON   
 BL1606  ___________________________________________________________________
 BL1606  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BL1606
 BL1606  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1606
 BL1606.The horizontal coordinates were scaled from a topographic map and have
 BL1606.an estimated accuracy of +/- 6 seconds.
 BL1606
 BL1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1606.The vertical order pertains to the NGVD 29 superseded value.
 BL1606
 BL1606.The geoid height was determined by GEOID03.
 BL1606
 BL1606;                    North         East    Units  Estimated Accuracy
 BL1606;SPC TXSC     - 4,244,830.      910,210.      MT  (+/- 180 meters Scaled)
 BL1606
 BL1606                          SUPERSEDED SURVEY CONTROL
 BL1606
 BL1606  NGVD 29 (??/??/92)   62.215  (m)          204.12   (f) ADJ UNCH    2 0
 BL1606
 BL1606.Superseded values are not recommended for survey control.
 BL1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1606.See file dsdata.txt to determine how the superseded data were derived.
 BL1606
 BL1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP314224(NAD 83)
 BL1606_MARKER: DR = REFERENCE MARK DISK
 BL1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1606_STAMPING: HOCKLEY NO 1 1952
 BL1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1606+STABILITY: SURFACE MOTION
 BL1606
 BL1606  HISTORY     - Date     Condition        Report By
 BL1606  HISTORY     - 1952     MONUMENTED       CGS
 BL1606  HISTORY     - 1954     GOOD             NGS
 BL1606  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 BL1606
 BL1606                          STATION DESCRIPTION
 BL1606
 BL1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1606'4.0 MI SE FROM HOCKLEY.
 BL1606'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 390 FROM THE TEXAS AND NEW
 BL1606'ORLEANS RAILROAD STATION AT HOCKLEY, 50 FEET SOUTHWEST OF THE CENTER
 BL1606'LINE OF THE HIGHWAY, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, 45.8
 BL1606'FEET SOUTHEAST OF TRIANGULATION STATION HOCKLEY 1952, SET IN THE TOP
 BL1606'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL1606
 BL1606                          STATION RECOVERY (1994)
 BL1606
 BL1606'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1611 ***********************************************************************
 BL1611  DESIGNATION -  HOCKLEY RM 3
 BL1611  PID         -  BL1611
 BL1611  STATE/COUNTY-  TX/HARRIS
 BL1611  USGS QUAD   -  HOCKLEY (1980)
 BL1611
 BL1611                         *CURRENT SURVEY CONTROL
 BL1611  ___________________________________________________________________
 BL1611* NAD 83(1986)-  30 00 15.     (N)    095 47 04.     (W)     SCALED    
 BL1611* NAVD 88     -        61.959  (meters)     203.28   (feet)  ADJUSTED  
 BL1611  ___________________________________________________________________
 BL1611  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BL1611  DYNAMIC HT  -          61.875 (meters)     203.00  (feet)  COMP
 BL1611  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 BL1611
 BL1611  VERT ORDER  -  FIRST     CLASS II
 BL1611
 BL1611.The horizontal coordinates were scaled from a topographic map and have
 BL1611.an estimated accuracy of +/- 6 seconds.
 BL1611
 BL1611.The orthometric height was determined by differential leveling
 BL1611.and adjusted by the National Geodetic Survey in June 1991..
 BL1611
 BL1611.The geoid height was determined by GEOID03.
 BL1611
 BL1611.The dynamic height is computed by dividing the NAVD 88
 BL1611.geopotential number by the normal gravity value computed on the
 BL1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1611.degrees latitude (g = 980.6199 gals.).
 BL1611
 BL1611.The modeled gravity was interpolated from observed gravity values.
 BL1611
 BL1611;                    North         East    Units  Estimated Accuracy
 BL1611;SPC TXSC     - 4,244,860.      910,180.      MT  (+/- 180 meters Scaled)
 BL1611
 BL1611                          SUPERSEDED SURVEY CONTROL
 BL1611
 BL1611  NGVD 29 (12/23/87)   61.951  (m)          203.25   (f) ADJUSTED    1 2
 BL1611
 BL1611.Superseded values are not recommended for survey control.
 BL1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1611.See file dsdata.txt to determine how the superseded data were derived.
 BL1611
 BL1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP314225(NAD 83)
 BL1611_MARKER: DR = REFERENCE MARK DISK
 BL1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1611_SP_SET: CONCRETE POST
 BL1611_STAMPING: HOCKLEY NO 3 1952
 BL1611_MARK LOGO: CGS   
 BL1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1611+STABILITY: SURFACE MOTION
 BL1611
 BL1611  HISTORY     - Date     Condition        Report By
 BL1611  HISTORY     - 1952     MONUMENTED       CGS
 BL1611  HISTORY     - 1973     GOOD             NGS
 BL1611  HISTORY     - 1978     GOOD             NGS
 BL1611  HISTORY     - 1986     GOOD             NGS
 BL1611  HISTORY     - 1990     GOOD             USPSQD
 BL1611  HISTORY     - 19940326 GOOD             USPSQD
 BL1611
 BL1611                          STATION DESCRIPTION
 BL1611
 BL1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1611'3.95 MI SE FROM HOCKLEY.
 BL1611'ABOUT 3.95 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 BL1611'AT HOCKLEY, 5 RAILS SOUTHEAST OF SEMAPHORE 31.8, SOUTH OF AND ACROSS
 BL1611'FROM THE HIGHWAY FROM A LARGE RANCH HOUSE (WORTHAM RANCH), 49 FEET
 BL1611'SOUTHWEST OF THE SOUTHWEST LANE OF THE HIGHWAY, 45.7 FEET NORTHEAST OF
 BL1611'THE NORTHEAST RAIL OF THE SOUTHERN-PACIFIC RAILROAD, 30 FEET EAST OF
 BL1611'THE UNDERGROUND TELEPHONE CABLE POST 77, 41 FEET NORTHEAST OF A
 BL1611'TELEPHONE POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE
 BL1611'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BL1611'THE GROUND.
 BL1611
 BL1611                          STATION RECOVERY (1978)
 BL1611
 BL1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1611'RECOVERED IN GOOD CONDITION.
 BL1611
 BL1611                          STATION RECOVERY (1986)
 BL1611
 BL1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1611'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.4 KM (4.0 MI)
 BL1611'SOUTHEAST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH HEGAR ROAD IN
 BL1611'HOCKLEY.
 BL1611
 BL1611                          STATION RECOVERY (1990)
 BL1611
 BL1611'RECOVERY NOTE BY US POWER SQUADRON 1990 (TLT)
 BL1611'RECOVERED IN GOOD CONDITION.
 BL1611
 BL1611                          STATION RECOVERY (1994)
 BL1611
 BL1611'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0701 ***********************************************************************
 DQ0701  DESIGNATION -  HOCKLYNN
 DQ0701  PID         -  DQ0701
 DQ0701  STATE/COUNTY-  TX/HOCKLEY
 DQ0701  USGS QUAD   -  BUSTERVILLE (1985)
 DQ0701
 DQ0701                         *CURRENT SURVEY CONTROL
 DQ0701  ___________________________________________________________________
 DQ0701* NAD 83(1993)-  33 23 19.93852(N)    102 04 33.10171(W)     ADJUSTED  
 DQ0701* NAVD 88     -      1006.5    (meters)    3302.     (feet)  VERTCON   
 DQ0701  ___________________________________________________________________
 DQ0701  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DQ0701  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 DQ0701
 DQ0701  HORZ ORDER  -  FIRST
 DQ0701
 DQ0701.The horizontal coordinates were established by classical geodetic methods
 DQ0701.and adjusted by the National Geodetic Survey in February 1996..
 DQ0701
 DQ0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0701
 DQ0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0701
 DQ0701.The geoid height was determined by GEOID03.
 DQ0701
 DQ0701;                    North         East     Units Scale Factor Converg.
 DQ0701;SPC TXNC     - 2,196,637.736   267,398.765   MT  0.99988988   -1 57 00.9
 DQ0701;SPC TXNC     - 7,206,802.31    877,290.78   sFT  0.99988988   -1 57 00.9
 DQ0701;UTM  13      - 3,698,220.399   772,003.153   MT  1.00051227   +1 36 36.7
 DQ0701;UTM  14      - 3,698,627.596   213,878.316   MT  1.00060945   -1 41 37.9
 DQ0701
 DQ0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0701!SPC TXNC     -   0.99984581  x   0.99988988  =   0.99973571
 DQ0701!UTM  13      -   0.99984581  x   1.00051227  =   1.00035800
 DQ0701!UTM  14      -   0.99984581  x   1.00060945  =   1.00045517
 DQ0701
 DQ0701|---------------------------------------------------------------------|
 DQ0701| PID    Reference Object                     Distance      Geod. Az  |
 DQ0701|                                                           dddmmss.s |
 DQ0701| CJ7480 HOCKLYNN RM 1                        44.600 METERS 10254     |
 DQ0701| CJ7481 HOCKLYNN RM 2                        44.983 METERS 25722     |
 DQ0701| CJ7479 HOCKLYNN AZ MK                                     2795424.5 |
 DQ0701| DQ0709 ROPES ET                            APPROX. 8.2 KM 2871654.3 |
 DQ0701|---------------------------------------------------------------------|
 DQ0701
 DQ0701                          SUPERSEDED SURVEY CONTROL
 DQ0701
 DQ0701  NAD 83(1986)-  33 23 19.94669(N)    102 04 33.09435(W) AD(       ) 1
 DQ0701  NAD 27      -  33 23 19.62900(N)    102 04 31.47600(W) AD(       ) 1
 DQ0701  NGVD 29 (07/19/86) 1006.1    (m)         3301.     (f) VERT ANG       
 DQ0701
 DQ0701.Superseded values are not recommended for survey control.
 DQ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0701.See file dsdata.txt to determine how the superseded data were derived.
 DQ0701
 DQ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS7200398220(NAD 83)
 DQ0701_MARKER: P = PIPE CAP
 DQ0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0701
 DQ0701  HISTORY     - Date     Condition        Report By
 DQ0701  HISTORY     - 1935     MONUMENTED       CGS
 DQ0701  HISTORY     - 1938     GOOD             TXHD
 DQ0701  HISTORY     - 1968     POOR             USGS
 DQ0701  HISTORY     - 1981     MARK NOT FOUND   NGS
 DQ0701  HISTORY     - 19940827 MARK NOT FOUND   USPSQD
 DQ0701
 DQ0701                          STATION DESCRIPTION
 DQ0701
 DQ0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0701'STATION IS A CONCRETE MONUMENT MARKING THE CORNER OF FOUR
 DQ0701'COUNTIES, HOCKLEY, LYNN, LUBBOCK AND TERRY.  IT IS 18 MILES,
 DQ0701'AIRLINE, SOUTHWEST OF LUBBOCK, 5 MILES, AIRLINE, SOUTH-SOUTHEAST
 DQ0701'OF ROPES, AND 0.2 MILE EAST OF A BARN IN THE FARMYARD OF C.M.
 DQ0701'FORBUS.  STATION IS REACHED FROM ROPES BY DRIVING EAST-SOUTHEAST 0.6
 DQ0701'MILE FROM RAILROAD STATION, TURN HALF LEFT (DUE EAST) AND
 DQ0701'GO 3.0 MILES.  HERE TURN RIGHT AND GO SOUTH 0.6 MILE, HERE
 DQ0701'TURN LEFT AND GO EAST 1.3 MILES, HERE TURN RIGHT AND GO
 DQ0701'SOUTH 0.7 MILE TO THE FARMYARD OF C.M. FORBUS.  HERE TURN LEFT
 DQ0701'AT GATE ON NORTH SIDE OF BARN AND GO EAST ON TRACK ROAD 0.2
 DQ0701'MILE TO STATION.
 DQ0701'
 DQ0701'STATION MARK IS A ONE-INCH PIPE PROJECTING 1/2 INCH FROM A SQUARE
 DQ0701'CONCRETE MONUMENT WHICH IS 1-FOOT SQUARE AT TOP, 1.6 FEET SQUARE
 DQ0701'AT BOTTOM, AND WHICH PROJECTS 4-1/2 FEET FROM THE GROUND.  STATION
 DQ0701'IS 31.3 FEET NORTH OF EAST-WEST FENCE.
 DQ0701'
 DQ0701'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, 1/2 FOOT
 DQ0701'NORTH OF EAST-WEST FENCE AND PROJECTS 6 INCHES.
 DQ0701'
 DQ0701'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION, 1-1/2 FEET
 DQ0701'SOUTH OF EAST-WEST FENCE AND PROJECTS 6 INCHES.  DISTANCE FROM
 DQ0701'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 286.21 FEET,
 DQ0701'HORIZONTAL.
 DQ0701'
 DQ0701'AZIMUTH MARK IS 0.25 MILE WEST OF STATION, 22-1/2 FEET EAST
 DQ0701'OF CENTER OF GRADED FARM ROAD, 80 YARDS NORTH OF BARN, IN FENCE
 DQ0701'LINE, AND PROJECTS 4 INCHES.
 DQ0701'
 DQ0701'NO MAIN SCHEME STATIONS WERE VISIBLE FROM GROUND.  A 35-FOOT
 DQ0701'WOOD STAND WAS USED.
 DQ0701'
 DQ0701'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AS
 DQ0701'DESCRIBED.
 DQ0701
 DQ0701                          STATION RECOVERY (1938)
 DQ0701
 DQ0701'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0701'DESCRIPTION AS GIVEN BY W.R.P. IN REACHING STATION IS SATISFACTORY.
 DQ0701'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DQ0701'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DQ0701
 DQ0701                          STATION RECOVERY (1968)
 DQ0701
 DQ0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0701'THE STATION IS LOCATED SOUTH 72 DEG EAST ABOUT 5.0 MILES AIRLINE
 DQ0701'FROM ROPESVILLE, TEXAS, AT THE SOUTH EDGE OF A CULTIVATED
 DQ0701'FIELD.
 DQ0701'
 DQ0701'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND FARM-TO-MARKET
 DQ0701'ROAD 41 IN ROPESVILLE, GO 3.35 MILES EAST ON FARM-TO-MARKET ROAD
 DQ0701'41, TURN RIGHT AND GO 0.55 MILE SOUTH TO T-RD. EAST, TURN LEFT
 DQ0701'AND GO 1.3 MILES EAST TO RIGHT ANGLE TURN, TURN RIGHT AND GO
 DQ0701'0.7 MILE SOUTH TO JOG LEFT AND GO 0.25 MILE EAST ON TRACK ROAD
 DQ0701'ALONG THE SOUTH SIDE OF FENCE TO THE STATION ON THE LEFT.
 DQ0701'STATION IS 31 FEET NORTH OF EAST-WEST FENCE.
 DQ0701'
 DQ0701'STATION MARK--A 1 INCH PIPE PROJECTING 0.5 INCH FROM A CONCRETE
 DQ0701'MONUMENT 1.0 FEET SQUARE WHICH PROJECTS 4.1 FEET.  THE MONUMENT
 DQ0701'IS BADLY FRACTURED BUT SOLID.
 DQ0701'
 DQ0701'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 0.5 FOOT SOUTH OF
 DQ0701'THE EAST-WEST FENCE AND 20 FEET WEST OF A USC AND GS WITNESS
 DQ0701'SIGN MOUNTED ON A FENCE POST.  A USC AND GS BRONZE REFERENCE
 DQ0701'MARK DISK SET IN A CONCRETE POST 2 FEET UNDERGROUND AND STAMPED
 DQ0701'HOCKLYNN 1935 R.M. NO. 1 NOTE--THE REFERENCE MARK DISTANCE OF
 DQ0701'ORIGINAL DESCRIPTION SHOULD BE 146.43.
 DQ0701'
 DQ0701'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 10 FEET SOUTH OF THE
 DQ0701'EAST-WEST FENCE AND 6.5 FEET WEST OF A USC AND GS WITNESS
 DQ0701'SIGN MOUNTED ON A FENCE POST.  A USC AND GS BRONZE REFERENCE
 DQ0701'MARK DISK SET IN A CONCRETE POST 2.0 FEET UNDERGROUND AND
 DQ0701'STAMPED HOCKLYNN 1935 R.M. NO. 2.
 DQ0701'
 DQ0701'THE AZIMUTH MARK HAS BEEN DISTURBED.  STATION ROPES ET 1968
 DQ0701'IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 DQ0701
 DQ0701                          STATION RECOVERY (1981)
 DQ0701
 DQ0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DQ0701'THE STATION AND REFERENCE MARKS COULD NOT BE FOUND.  THE MONUMENT FOR
 DQ0701'THE AZIMUTH MARK WAS FOUND OUT OF THE GROUND WITH THE DISK MISSING.
 DQ0701
 DQ0701                          STATION RECOVERY (1994)
 DQ0701
 DQ0701'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0447 ***********************************************************************
 BN0447  DESIGNATION -  HOD
 BN0447  PID         -  BN0447
 BN0447  STATE/COUNTY-  TX/KIMBLE
 BN0447  USGS QUAD   -  ELM SLOUGH (1987)
 BN0447
 BN0447                         *CURRENT SURVEY CONTROL
 BN0447  ___________________________________________________________________
 BN0447* NAD 83(1993)-  30 33 52.01132(N)    099 46 26.54177(W)     ADJUSTED  
 BN0447* NAVD 88     -       634.815  (meters)    2082.72   (feet)  ADJUSTED  
 BN0447  ___________________________________________________________________
 BN0447  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BN0447  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BN0447  DYNAMIC HT  -         633.918 (meters)    2079.78  (feet)  COMP
 BN0447  MODELED GRAV-     979,208.3   (mgal)                       NAVD 88
 BN0447
 BN0447  HORZ ORDER  -  SECOND
 BN0447  VERT ORDER  -  FIRST     CLASS II
 BN0447
 BN0447.The horizontal coordinates were established by classical geodetic methods
 BN0447.and adjusted by the National Geodetic Survey in February 1996..
 BN0447
 BN0447.The orthometric height was determined by differential leveling
 BN0447.and adjusted by the National Geodetic Survey in June 1991..
 BN0447
 BN0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0447
 BN0447.The geoid height was determined by GEOID03.
 BN0447
 BN0447.The dynamic height is computed by dividing the NAVD 88
 BN0447.geopotential number by the normal gravity value computed on the
 BN0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0447.degrees latitude (g = 980.6199 gals.).
 BN0447
 BN0447.The modeled gravity was interpolated from observed gravity values.
 BN0447
 BN0447;                    North         East     Units Scale Factor Converg.
 BN0447;SPC TX C     - 3,099,658.875   753,651.167   MT  0.99991063   +0 17 17.0
 BN0447;SPC TX C     -10,169,464.16  2,472,603.87   sFT  0.99991063   +0 17 17.0
 BN0447;UTM  14      - 3,381,588.388   425,770.690   MT  0.99966797   -0 23 37.0
 BN0447
 BN0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0447!SPC TX C     -   0.99990382  x   0.99991063  =   0.99981446
 BN0447!UTM  14      -   0.99990382  x   0.99966797  =   0.99957183
 BN0447
 BN0447|---------------------------------------------------------------------|
 BN0447| PID    Reference Object                     Distance      Geod. Az  |
 BN0447|                                                           dddmmss.s |
 BN0447| BN0448 HOD RM 1                             21.117 METERS 03221     |
 BN0447| CV5187 HOD RM 2                             25.194 METERS 13156     |
 BN0447| BN0789 HODGES RANCH OPEN WTR STOR TK        50.509 METERS 17901     |
 BN0447| BN0451 HOD AZ MK                                          3411649.4 |
 BN0447|---------------------------------------------------------------------|
 BN0447
 BN0447                          SUPERSEDED SURVEY CONTROL
 BN0447
 BN0447  NAD 83(1986)-  30 33 52.01613(N)    099 46 26.52950(W) AD(       ) 2
 BN0447  NAD 27      -  30 33 51.34500(N)    099 46 25.28800(W) AD(       ) 2
 BN0447
 BN0447.Superseded values are not recommended for survey control.
 BN0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0447.See file dsdata.txt to determine how the superseded data were derived.
 BN0447
 BN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2577181588(NAD 83)
 BN0447_MARKER: DS = TRIANGULATION STATION DISK
 BN0447_SETTING: 66 = SET IN ROCK OUTCROP
 BN0447_SP_SET: ROCK OUTCROP
 BN0447_STAMPING: HOD 1943
 BN0447_MARK LOGO: CGS   
 BN0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0447+STABILITY: POSITION/ELEVATION WELL
 BN0447
 BN0447  HISTORY     - Date     Condition        Report By
 BN0447  HISTORY     - 1943     MONUMENTED       CGS
 BN0447  HISTORY     - 1957     GOOD             CGS
 BN0447  HISTORY     - 1981     GOOD             NGS
 BN0447  HISTORY     - 19950731 GOOD             USPSQD
 BN0447
 BN0447                          STATION DESCRIPTION
 BN0447
 BN0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0447'STATION IS LOCATED ABOUT 23 MILES S OF MENARD NEAR A SMALL
 BN0447'RANCH HOUSE.  IT IS 18 FEET SE OF A WHITE REFERENCE POST, 50
 BN0447'FEET NW OF A FENCE CORNER AND IS A BRONZE DISK SET IN A DRILL
 BN0447'HOLE IN BEDROCK, 1 FOOT BENEATH THE SURFACE OF THE GROUND.
 BN0447'IT IS STAMPED HOD 1943.
 BN0447'
 BN0447'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BN0447'
 BN0447'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BN0447'
 BN0447'REFERENCE MARK NO. 1 IS NE OF THE STATION.  IT IS STAMPED
 BN0447'HOD NO. 1 1943 AND IS SET FLUSH WITH THE GROUND.  THERE
 BN0447'IS AN UNDERGROUND MARK SET IN BEDROCK 8 INCHES BELOW IT.
 BN0447'
 BN0447'REFERENCE MARK NO. 2 IS SE OF THE STATION.  IT IS STAMPED
 BN0447'HOD NO. 2 1943 AND IS SET FLUSH WITH THE GROUND.  IT IS
 BN0447'1 FOOT N OF THE NE CORNER OF THE FENCE AROUND THE RANCH
 BN0447'HOUSE AND HAS AN UNDERGROUND MARK SET IN BEDROCK 1 FOOT
 BN0447'BELOW THE SURFACE OF THE GROUND.
 BN0447'
 BN0447'THE AZIMUTH MARK IS N OF THE STATION.  IT IS 60 FEET W OF
 BN0447'THE CENTER LINE OF U.S. HIGHWAY 83, 8 FEET S OF A WHITE
 BN0447'REFERENCE POST AND 1 FOOT E OF A FENCE.
 BN0447'
 BN0447'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 BN0447'U.S. HIGHWAY 83 IN MENARD, GO S ON U.S. HIGHWAY 83 FOR 25.6
 BN0447'MILES TO A RANCH HOUSE ON THE LEFT.  TURN LEFT THROUGH GATE
 BN0447'AND DRIVE TO THE N SIDE OF HOUSE AND STATION SITE.
 BN0447'
 BN0447'TO REACH THE AZIMUTH FROM THE JUNCTION OF MAIN STREET AND
 BN0447'U.S. HIGHWAY 83 IN MENARD GO S ON U.S. HIGHWAY 83 FOR 22.8
 BN0447'MILES TO AZIMUTH ON RIGHT.
 BN0447'
 BN0447'A 50-FOOT SIGNAL AT NETHERY IS VISIBLE AT 100 FEET.
 BN0447'
 BN0447'A 4-FOOT SIGNAL AT BLACKBURN IS VISIBLE AT 100 FEET.
 BN0447'
 BN0447'A 10-FOOT SIGNAL AT CLEO IS VISIBLE AT 100 FEET.
 BN0447'
 BN0447'A 77-FOOT SIGNAL AT SPILLER IS VISIBLE AT 100 FEET.
 BN0447'
 BN0447'A 77-FOOT SIGNAL AT BAKER IS VISIBLE AT 100 FEET.
 BN0447'
 BN0447'HEIGHT OF LIGHT ABOVE STATION MARK - 36 METERS.
 BN0447
 BN0447                          STATION RECOVERY (1957)
 BN0447
 BN0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (REW)
 BN0447'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  AZIMUTH
 BN0447'MARK NOT SEARCHED FOR.
 BN0447
 BN0447                          STATION RECOVERY (1981)
 BN0447
 BN0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BN0447'9.2 KM (5.7 MI) NORTH FROM JUNCTION.
 BN0447'9.1 KM (5.65 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0447'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, THENCE 0.1
 BN0447'KM (0.05 MI) NORTHEAST ALONG A TRACK ROAD TO A SMALL ABANDONED RANCH
 BN0447'HOUSE, 25.2 METERS (82.7 FT) NORTHWEST OF THE NORTHEAST CORNER OF A
 BN0447'FENCE AROUND THE RANCH HOUSE, 22.2 METERS (72.8 FT) SOUTHWEST OF HOD
 BN0447'RM 1, 19.6 METERS (64.3 FT) NORTHWEST OF A UTILITY POLE WITH A METER
 BN0447'AND 17.8 METERS (58.4 FT) NORTHEAST OF A UTILITY POLE WITH A
 BN0447'TRANSFORMER AND TWO GUY WIRES.  NOTE=THE DISK IS CEMENTED IN A DRILL
 BN0447'HOLE 6-INCHES BELOW THE GROUND SURFACE.
 BN0447'THE MARK IS 0.3 M BELOW THE GROUND.
 BN0447
 BN0447                          STATION RECOVERY (1995)
 BN0447
 BN0447'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0451 ***********************************************************************
 BN0451  DESIGNATION -  HOD AZ MK
 BN0451  PID         -  BN0451
 BN0451  STATE/COUNTY-  TX/KIMBLE
 BN0451  USGS QUAD   -  ELM SLOUGH (1987)
 BN0451
 BN0451                         *CURRENT SURVEY CONTROL
 BN0451  ___________________________________________________________________
 BN0451* NAD 83(1986)-  30 35 54.     (N)    099 47 14.     (W)     SCALED    
 BN0451* NAVD 88     -       656.540  (meters)    2154.00   (feet)  ADJUSTED  
 BN0451  ___________________________________________________________________
 BN0451  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BN0451  DYNAMIC HT  -         655.611 (meters)    2150.95  (feet)  COMP
 BN0451  MODELED GRAV-     979,204.9   (mgal)                       NAVD 88
 BN0451
 BN0451  VERT ORDER  -  FIRST     CLASS II
 BN0451
 BN0451.The horizontal coordinates were scaled from a topographic map and have
 BN0451.an estimated accuracy of +/- 6 seconds.
 BN0451
 BN0451.The orthometric height was determined by differential leveling
 BN0451.and adjusted by the National Geodetic Survey in June 1991..
 BN0451
 BN0451.The geoid height was determined by GEOID03.
 BN0451
 BN0451.The dynamic height is computed by dividing the NAVD 88
 BN0451.geopotential number by the normal gravity value computed on the
 BN0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0451.degrees latitude (g = 980.6199 gals.).
 BN0451
 BN0451.The modeled gravity was interpolated from observed gravity values.
 BN0451
 BN0451;                    North         East    Units  Estimated Accuracy
 BN0451;SPC TX C     - 3,103,410.      752,370.      MT  (+/- 180 meters Scaled)
 BN0451
 BN0451                          SUPERSEDED SURVEY CONTROL
 BN0451
 BN0451.No superseded survey control is available for this station.
 BN0451
 BN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU245853(NAD 83)
 BN0451_MARKER: DZ = AZIMUTH MARK DISK
 BN0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0451_SP_SET: CONCRETE POST
 BN0451_STAMPING: HOD 1943
 BN0451_MARK LOGO: CGS   
 BN0451_PROJECTION: FLUSH
 BN0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0451+STABILITY: SURFACE MOTION
 BN0451
 BN0451  HISTORY     - Date     Condition        Report By
 BN0451  HISTORY     - 1943     MONUMENTED       CGS
 BN0451  HISTORY     - 1981     GOOD             NGS
 BN0451  HISTORY     - 1990     GOOD             USPSQD
 BN0451  HISTORY     - 1991     GOOD             USPSQD
 BN0451  HISTORY     - 19950731 GOOD             USPSQD
 BN0451
 BN0451                          STATION DESCRIPTION
 BN0451
 BN0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0451'13.1 KM (8.15 MI) NORTH FROM JUNCTION.
 BN0451'13.1 KM (8.15 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0451'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, ON TOP OF
 BN0451'THE SOUTH END OF A HIGHWAY CUT, 27.6 METERS (90.6 FT) NORTH OF A
 BN0451'UTILITY POLE, 18.7 METERS (61.4 FT) WEST OF THE CENTERLINE OF THE
 BN0451'HIGHWAY AND 0.3 METER (1.0 FT) EAST OF A FENCE.
 BN0451'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 BN0451'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
 BN0451
 BN0451                          STATION RECOVERY (1990)
 BN0451
 BN0451'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BN0451'RECOVERED IN GOOD CONDITION.
 BN0451
 BN0451                          STATION RECOVERY (1991)
 BN0451
 BN0451'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0451'RECOVERED IN GOOD CONDITION.
 BN0451
 BN0451                          STATION RECOVERY (1995)
 BN0451
 BN0451'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0448 ***********************************************************************
 BN0448  DESIGNATION -  HOD RM 1
 BN0448  PID         -  BN0448
 BN0448  STATE/COUNTY-  TX/KIMBLE
 BN0448  USGS QUAD   -  ELM SLOUGH (1987)
 BN0448
 BN0448                         *CURRENT SURVEY CONTROL
 BN0448  ___________________________________________________________________
 BN0448* NAD 83(1986)-  30 33 53.     (N)    099 46 25.     (W)     SCALED    
 BN0448* NAVD 88     -       635.339  (meters)    2084.44   (feet)  ADJUSTED  
 BN0448  ___________________________________________________________________
 BN0448  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 BN0448  DYNAMIC HT  -         634.442 (meters)    2081.50  (feet)  COMP
 BN0448  MODELED GRAV-     979,208.3   (mgal)                       NAVD 88
 BN0448
 BN0448  VERT ORDER  -  FIRST     CLASS II
 BN0448
 BN0448.The horizontal coordinates were scaled from a topographic map and have
 BN0448.an estimated accuracy of +/- 6 seconds.
 BN0448
 BN0448.The orthometric height was determined by differential leveling
 BN0448.and adjusted by the National Geodetic Survey in June 1991..
 BN0448
 BN0448.The geoid height was determined by GEOID03.
 BN0448
 BN0448.The dynamic height is computed by dividing the NAVD 88
 BN0448.geopotential number by the normal gravity value computed on the
 BN0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0448.degrees latitude (g = 980.6199 gals.).
 BN0448
 BN0448.The modeled gravity was interpolated from observed gravity values.
 BN0448
 BN0448;                    North         East    Units  Estimated Accuracy
 BN0448;SPC TX C     - 3,099,690.      753,690.      MT  (+/- 180 meters Scaled)
 BN0448
 BN0448                          SUPERSEDED SURVEY CONTROL
 BN0448
 BN0448.No superseded survey control is available for this station.
 BN0448
 BN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU258816(NAD 83)
 BN0448_MARKER: DR = REFERENCE MARK DISK
 BN0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0448_SP_SET: CONCRETE POST
 BN0448_STAMPING: HOD NO 1 1943
 BN0448_MARK LOGO: CGS   
 BN0448_PROJECTION: FLUSH
 BN0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0448+STABILITY: SURFACE MOTION
 BN0448
 BN0448  HISTORY     - Date     Condition        Report By
 BN0448  HISTORY     - 1943     MONUMENTED       CGS
 BN0448  HISTORY     - 1981     GOOD             NGS
 BN0448  HISTORY     - 19950731 GOOD             USPSQD
 BN0448
 BN0448                          STATION DESCRIPTION
 BN0448
 BN0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0448'9.2 KM (5.7 MI) NORTH FROM JUNCTION.
 BN0448'9.1 KM (5.65 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0448'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, THENCE 0.1
 BN0448'KM (0.05 MI) NORTHEAST ALONG A TRACK ROAD TO A SMALL ABANDONED RANCH
 BN0448'HOUSE, 32.9 METERS (107.9 FT) NORTHEAST OF A UTILITY POLE WITH A
 BN0448'METER, 32.0 METERS (105.0 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 BN0448'OF A FENCE AROUND THE HOUSE AND 22.2 METERS (72.8 FT) NORTHEAST OF
 BN0448'TRIANGULATION STATION HOD.
 BN0448'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 BN0448
 BN0448                          STATION RECOVERY (1995)
 BN0448
 BN0448'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0541 ***********************************************************************
 BO0541  DESIGNATION -  HODDY
 BO0541  PID         -  BO0541
 BO0541  STATE/COUNTY-  TX/TERRELL
 BO0541  USGS QUAD   -  SEVENMILE CANYON (1980)
 BO0541
 BO0541                         *CURRENT SURVEY CONTROL
 BO0541  ___________________________________________________________________
 BO0541* NAD 83(1993)-  30 05 55.40907(N)    101 48 50.22392(W)     ADJUSTED  
 BO0541* NAVD 88     -       659.5    (meters)    2164.     (feet)  VERTCON   
 BO0541  ___________________________________________________________________
 BO0541  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BO0541  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BO0541
 BO0541  HORZ ORDER  -  FIRST
 BO0541
 BO0541.The horizontal coordinates were established by classical geodetic methods
 BO0541.and adjusted by the National Geodetic Survey in February 1996..
 BO0541
 BO0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0541
 BO0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0541
 BO0541.The geoid height was determined by GEOID03.
 BO0541
 BO0541;                    North         East     Units Scale Factor Converg.
 BO0541;SPC TXSC     - 4,254,335.151   328,800.691   MT  0.99995189   -1 22 42.9
 BO0541;SPC TXSC     -13,957,764.57  1,078,740.27   sFT  0.99995189   -1 22 42.9
 BO0541;UTM  14      - 3,333,066.216   228,815.389   MT  1.00050741   -1 24 43.3
 BO0541
 BO0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0541!SPC TXSC     -   0.99990009  x   0.99995189  =   0.99985199
 BO0541!UTM  14      -   0.99990009  x   1.00050741  =   1.00040745
 BO0541
 BO0541|---------------------------------------------------------------------|
 BO0541| PID    Reference Object                     Distance      Geod. Az  |
 BO0541|                                                           dddmmss.s |
 BO0541| CH9579 HODDY RM 1                           23.740 METERS 12501     |
 BO0541| BA0405 SANTA ROSA MOUNTAIN                                2151137.9 |
 BO0541| CH9580 HODDY RM 2                            7.746 METERS 23245     |
 BO0541| CH9578 HODDY AZ MK                                        2385122.0 |
 BO0541|---------------------------------------------------------------------|
 BO0541
 BO0541                          SUPERSEDED SURVEY CONTROL
 BO0541
 BO0541  NAD 83(1986)-  30 05 55.38406(N)    101 48 50.24509(W) AD(       ) 1
 BO0541  NAD 27      -  30 05 54.69200(N)    101 48 48.79700(W) AD(       ) 1
 BO0541  NGVD 29 (07/19/86)  659.3    (m)         2163.     (f) VERT ANG       
 BO0541
 BO0541.Superseded values are not recommended for survey control.
 BO0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0541.See file dsdata.txt to determine how the superseded data were derived.
 BO0541
 BO0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU2881533066(NAD 83)
 BO0541_MARKER: DS = TRIANGULATION STATION DISK
 BO0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0541
 BO0541  HISTORY     - Date     Condition        Report By
 BO0541  HISTORY     - 1918     MONUMENTED       CGS
 BO0541  HISTORY     - 1935     GOOD             USE
 BO0541
 BO0541                          STATION DESCRIPTION
 BO0541
 BO0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 BO0541'STATION IS ABOUT 38 MILES NE FROM DRYDEN, 15 MILES BY ROAD N BY
 BO0541'W FROM PUMPVILLE, 8 MILES N FROM THE OLD BASSET HEADQUARTERS
 BO0541'RANCH, 2 MILES E OF N OF BASSETTS 7-MILE WINDMILL, 200
 BO0541'METERS (656 FEET) E OF A WAGON ROAD, AND ON THE HIGHEST
 BO0541'POINT IN THE VICINITY.  THE REMAINS OF A STONE FIREPLACE
 BO0541'BUILT BY THE LIGHTKEEPER, 20 METERS (66 FEET) W OF THE STATION,
 BO0541'SHOWS FROM THE ROAD.
 BO0541'
 BO0541'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BO0541'DISKS SET IN CONCRETE.
 BO0541'
 BO0541'REFERENCE MARK IS 7.78 METERS (25.5 FEET) FROM STATION.
 BO0541'
 BO0541'ELEVATION OF STATION, 659.3 METERS (2,163 FEET).
 BO0541
 BO0541                          STATION RECOVERY (1935)
 BO0541
 BO0541'RECOVERY NOTE BY US ENGINEERS 1935 (WRP)
 BO0541'STATION IS 17.5 MILES, AIR LINE, ENE OF DRYDEN, IN SECTION 24,
 BO0541'BLOCK 11.  IT IS NEAR THE CENTER OF A HIGH, STONY, E-W RIDGE,
 BO0541'2 MILES N OF MR. S.E. GURLEYS RANCH BUILDINGS, 100 YARDS NW
 BO0541'OF A PLAIN E-W TRACK ROAD AND 71 FEET E OF AN OLD STONE CHIMNEY.
 BO0541'
 BO0541'THE STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS.  STATION
 BO0541'MARK WAS STAMPED HODDY 1918, WAS RECOVERED IN GOOD CONDITION
 BO0541'AND PROJECTS 2 INCHES.
 BO0541'
 BO0541'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A
 BO0541'BLOCK OF CONCRETE.  IT IS STAMPED HODDY 1935 AND PROJECTS
 BO0541'4 INCHES.
 BO0541'
 BO0541'REFERENCE MARK NO. 2, RECOVERED IN GOOD CONDITION, IS STAMPED
 BO0541'HODDY 1918 AND PROJECTS 4 INCHES.
 BO0541'
 BO0541'AZIMUTH MARK IS SW OF THE STATION, 17 FEET W OF A BOARD GATE,
 BO0541'2 FEET S OF AN EASTERLY-WESTERLY FENCE, STAMPED HODDY 1935 AND
 BO0541'PROJECTS 6 INCHES.
 BO0541'
 BO0541'TO REACH THE STATION FRM SHEFFIELD, DRIVE SOUTHERLY ON THE
 BO0541'GRADED SHEFFIELD-DRYDEN ROAD FOR 38.6 MILES TO A ROAD INTERSECTION
 BO0541'WHERE THERE IS A LARGE PINK MAIL BOX AND A FURNITURE DEALERS
 BO0541'SIGN.  LEAVE THE SHEFFIELD-DRYDEN ROAD AND TURN E ON A GRADED
 BO0541'ROAD.  THIS IS THE SHEFFIELD-PUMPVILLE ROAD.  FOLLOW THIS MAIN
 BO0541'ROAD EASTERLY FOR 11.3 MILES TO RANCH BUILDINGS AND GREEN GAS
 BO0541'PUMP OF E.B. CARSON.  LEAVE MAIN ROAD AT GAS PUMP AND DRIVE
 BO0541'SOUTHERLY ON A TRACK ROAD FOR 2.4 MILES TO A BOARD GATE JUST
 BO0541'N OF RANCH BUILDINGS OF E.L. CHAPMAN.  CONTINUE SOUTHERLY
 BO0541'ON TRACK ROAD AFTER PASSING THROUGH GATE FOR 0.1 MILE TO
 BO0541'FORKS.  TAKE LEFT FORK SOUTHEASTERLY AND GO 0.6 MILE TO
 BO0541'FORKS.  TAKE MAIN RIGHT FORK AND GO 0.7 MILE SOUTHERLY TO
 BO0541'FORKS.  TAKE RIGHT FORK AND GO 2.2 MILES ON AN OLD RANCH
 BO0541'ROAD TO CROSSROADS.  CONTINUE STRAIGHT AHEAD SOUTHERLY
 BO0541'FOR 1.7 MILES TO FORKS.  TAKE MAIN LEFT FORK EASTERLY FOR
 BO0541'0.3 MILES TO A BOARD GATE.  PASS THROUGH GATE, LEAVE ROAD
 BO0541'AND DRIVE 0.1 MILE NORTHEASTERLY TO OLD STONE CHIMNEY ON TOP
 BO0541'OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1568 ***********************************************************************
 AB1568  DESIGNATION -  HODGE
 AB1568  PID         -  AB1568
 AB1568  STATE/COUNTY-  TX/CAMERON
 AB1568  USGS QUAD   -  LA LEONA (1982)
 AB1568
 AB1568                         *CURRENT SURVEY CONTROL
 AB1568  ___________________________________________________________________
 AB1568* NAD 83(1993)-  26 15 25.62790(N)    097 25 54.45248(W)     ADJUSTED  
 AB1568* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AB1568  ___________________________________________________________________
 AB1568  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 AB1568  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 AB1568
 AB1568  HORZ ORDER  -  SECOND
 AB1568
 AB1568.The horizontal coordinates were established by classical geodetic methods
 AB1568.and adjusted by the National Geodetic Survey in February 1996..
 AB1568
 AB1568.The orthometric height was scaled from a topographic map.
 AB1568
 AB1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1568
 AB1568.The geoid height was determined by GEOID03.
 AB1568
 AB1568;                    North         East     Units Scale Factor Converg.
 AB1568;SPC TX S     - 5,065,870.360   406,709.050   MT  0.99997845   +0 29 05.9
 AB1568;SPC TX S     -16,620,276.34  1,334,344.61   sFT  0.99997845   +0 29 05.9
 AB1568;UTM  14      - 2,905,106.967   656,611.326   MT  0.99990283   +0 41 38.1
 AB1568
 AB1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1568!SPC TX S     -   1.00000288  x   0.99997845  =   0.99998133
 AB1568!UTM  14      -   1.00000288  x   0.99990283  =   0.99990571
 AB1568
 AB1568|---------------------------------------------------------------------|
 AB1568| PID    Reference Object                     Distance      Geod. Az  |
 AB1568|                                                           dddmmss.s |
 AB1568| CV3307 HODGE RM 1                           15.145 METERS 07042     |
 AB1568| CV3308 HODGE RM 2                           21.015 METERS 27032     |
 AB1568| CV3306 HODGE AZ MK                                        2781903.2 |
 AB1568|---------------------------------------------------------------------|
 AB1568
 AB1568                          SUPERSEDED SURVEY CONTROL
 AB1568
 AB1568  NAD 83(1986)-  26 15 25.64118(N)    097 25 54.41184(W) AD(       ) 2
 AB1568  NAD 27      -  26 15 24.37700(N)    097 25 53.47800(W) AD(       ) 2
 AB1568
 AB1568.Superseded values are not recommended for survey control.
 AB1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1568.See file dsdata.txt to determine how the superseded data were derived.
 AB1568
 AB1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5661105107(NAD 83)
 AB1568_MARKER: DS = TRIANGULATION STATION DISK
 AB1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1568
 AB1568  HISTORY     - Date     Condition        Report By
 AB1568  HISTORY     - 1947     MONUMENTED       CGS
 AB1568  HISTORY     - 1949     GOOD             CGS
 AB1568  HISTORY     - 1949     GOOD             CGS
 AB1568  HISTORY     - 1962     GOOD             SUNOCO
 AB1568  HISTORY     - 19910614 MARK NOT FOUND   USPSQD
 AB1568
 AB1568                          STATION DESCRIPTION
 AB1568
 AB1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1568'STATION IS LOCATED ABOUT 13 MILES NORTH OF LOS FRESNOS AND 9
 AB1568'MILES NORTHEAST OF RIO HONDO, ON LAND OWNED BY MR. PHIL GOGE.  IT
 AB1568'IS 49 FEET NORTH OF THE CENTERLINE OF THE ROAD, 51 FEET
 AB1568'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 46 FEET WEST OF A
 AB1568'NORTH-SOUTH FENCELINE AND 10 FEET NORTH OF A FENCELINE.  THE
 AB1568'MARK IS FLUSH AND THE DISK IS STAMPED HODGE 1947.
 AB1568'
 AB1568'REFERENCE MARK NO. 1 IS 49.67 FEET NORTHEAST OF THE STATION.
 AB1568'IT IS 33 FEET NORTH OF A EAST-WEST FENCELINE AND 1 FOOT WEST
 AB1568'OF A FENCELINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 AB1568'IS STAMPED HODGE NO 1 1947.
 AB1568'
 AB1568'REFERENCE MARK NO. 2 IS 68.95 FEET WEST OF THE STATION.  IT
 AB1568'IS 51 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE AND 1 FOOT
 AB1568'NORTH OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 AB1568'HODGE NO 2 1947.
 AB1568'
 AB1568'AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION.  IT IS 38
 AB1568'FEET NORTH OF THE CENTERLINE OF THE ROAD AND IN THE NORTH-SOUTH
 AB1568'FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 AB1568'STAMPED HODGE 1947.
 AB1568'
 AB1568'TO REACH STATION FROM THE RAILROAD STATION IN RIO HONDO,
 AB1568'GO EAST ON STATE HIGHWAY 345 FOR 0.6 MILE TO A RIGHT TURN AND
 AB1568'T-ROAD EAST, TURN LEFT ON CONCRETE ROAD AND GO 4.65 MILE TO
 AB1568'A CROSSROAD, TURN LEFT ON DIRT ROAD AND GO 3.5 MILE TO CROSSROAD,
 AB1568'TURN RIGHT AND GO 1.5 MILE TO AZIMUTH MARK ON THE LEFT,
 AB1568'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO STATION ON THE LEFT
 AB1568'AS DESCRIBED.
 AB1568'
 AB1568'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AB1568
 AB1568                          STATION RECOVERY (1949)
 AB1568
 AB1568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AB1568'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 AB1568'AND AZIMUTH MARK, RECOVERED AND FOUND IN
 AB1568'GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AB1568'
 AB1568'THE STATION IS LOCATED ABOUT 13.0 MILES NORTH OF LOS FRESNOS AND
 AB1568'9.0 MILES NORTHEAST OF RIO HONDO, ON THE NORTH SIDE OF AN
 AB1568'EAST-WEST ROAD AND ON LAND OWNED BY MR. PHIL GOGE.  IT IS 50
 AB1568'FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 51 FEET
 AB1568'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF SMALL HOUSE, 34 FEET
 AB1568'WEST OF THE CENTER OF DRIVEWAY, 10 FEET NORTH OF FENCE
 AB1568'CORNER, SET UNDER THE NORTH-SOUTH FENCE LINE, STAMPED HODGE
 AB1568'1947 AND SET FLUSH WITH THE GROUND SURFACE.
 AB1568'
 AB1568'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 18 FEET
 AB1568'EAST OF THE CENTER OF DRIVEWAY AND 1 FOOT WEST OF NORTH-SOUTH
 AB1568'FENCE LINE.  IT IS STAMPED HODGE NO 1 1947 AND PROJECTS 6
 AB1568'INCHES.
 AB1568'
 AB1568'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, SET
 AB1568'UNDER THE EAST-WEST FENCE LINE, 45 FEET NORTH OF THE CENTER
 AB1568'OF EAST-WEST ROAD.  IT IS STAMPED HODGE NO 2 1947 AND SET
 AB1568'FLUSH WITH THE GROUND SURFACE.
 AB1568'
 AB1568'THE AZIMUTH MARK IS ABOUT 0.35 MILE WEST OF THE STATION,
 AB1568'40 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 5 FEET NORTH
 AB1568'OF FENCE CORNER, 3 FEET SOUTH OF WITNESS POST, 20 FEET EAST
 AB1568'OF THE CENTER OF ROAD INTO PASTURE AND 1 FOOT EAST OF NORTH-SOUTH
 AB1568'FENCE LINE.  IT IS STAMPED HODGE 1947 AND PROJECTS 6 INCHES.
 AB1568'
 AB1568'TO REACH THE STATION FROM THE RAILROAD STATION IN RIO HONDO,
 AB1568'GO EAST ON STATE ROUTE NO 106 FOR 0.6 MILE TO FORK, BEAR
 AB1568'RIGHT FOR 0.05 MILE TO T-ROAD LEFT, TURN LEFT AND CONTINUE
 AB1568'EAST ON STATE ROUTE NO 106 FOR 2.3 MILES TO WHERE NO 106
 AB1568'TURNS NORTH, CONTINUE STRAIGHT AHEAD EAST ON MACADAM ROAD FOR
 AB1568'4.3 MILES TO CROSSROAD AND SIGN IN NORTHEAST ANGLE R.C. SMITH
 AB1568'RANCH 5 MILES, TURN LEFT AND GO NORTH ON GRADED DIRT ROAD FOR
 AB1568'3.05 MILES TO CROSSROAD, TURN RIGHT AND GO EAST ON GRADED DIRT
 AB1568'ROAD FOR 1.45 MILES TO SIDE ROAD LEFT AND AZIMUTH MARK IN
 AB1568'NORTHEAST ANGLE AS DESCRIBED, CONTINUE EAST ON GRADED ROAD
 AB1568'FOR 0.35 MILE TO DRIVEWAY LEFT THROUGH WIRE GATE AND STATION
 AB1568'ON LEFT AS DESCRIBED.
 AB1568'
 AB1568'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 AB1568'
 AB1568'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 AB1568'NO 2 IS 116.97 FEET.
 AB1568
 AB1568                          STATION RECOVERY (1949)
 AB1568
 AB1568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1568'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 AB1568'CONDITION.  THE 1949 RECOVERY NOTE BY R.L. ENGDAHL IS ADEQUATE
 AB1568'AND COMPLETE.
 AB1568
 AB1568                          STATION RECOVERY (1962)
 AB1568
 AB1568'RECOVERY NOTE BY SUN OIL COMPANY 1962 (RRH)
 AB1568'STATION AND R.M. 1 AND 2 WERE FOUND IN EXCELLENT CONDITION
 AB1568'AS DESCRIBED.  STATION MARK PROJECTS 4 INCHES.  DID NOT SEARCH
 AB1568'FOR AZIMUTH MARK.
 AB1568'
 AB1568'TO REACH THE STATION FROM THE RAILROAD STATION IN RIO HONDO,
 AB1568'GO EASTERLY ON STATE FARM ROAD 106 FOR 0.6 MILES TO FORK AT
 AB1568'JUNCTION WITH TEX HWY 345, BEAR RIGHT FOR 0.05 MILES TO T-ROAD
 AB1568'LEFT, TURN LEFT AND CONTINUE EASTERLY ON FR 106 FOR 2.3 MILES
 AB1568'TO WHERE 106 TURNS NORTHERLY, CONTINUE STRAIGHT AHEAD (EASTERLY)
 AB1568'ON MACADAM ROAD (FOLLOWING FARM ROAD 803) FOR 1.75 MILES TO
 AB1568'WHERE 803 TURNS SOUTHERLY, CONTINUE STRAIGHT AHEAD (EASTERLY)
 AB1568'ON MACADAM ROAD (FOLLOWING FARM ROAD 2358) FOR 2.55 MILES
 AB1568'TO CROSSROAD AND SIGN IN NE ANGLE R.C. SMITH RANCH - 5 MILES
 AB1568'(VERY INDISTINCT), TURN LEFT AND GO NORTHERLY FOLLOWING FR
 AB1568'2358 FOR 3.05 MILES TO DIRT CROSSROAD, TURN RIGHT STATION ON
 AB1568'LEFT AS DESCRIBED.
 AB1568
 AB1568                          STATION RECOVERY (1991)
 AB1568
 AB1568'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2701 ***********************************************************************
 CS2701  DESIGNATION -  HODGE
 CS2701  PID         -  CS2701
 CS2701  STATE/COUNTY-  TX/ELLIS
 CS2701  USGS QUAD   -  CRYER CREEK (1978)
 CS2701
 CS2701                         *CURRENT SURVEY CONTROL
 CS2701  ___________________________________________________________________
 CS2701* NAD 83(1993)-  32 13 08.71172(N)    096 40 27.17677(W)     ADJUSTED  
 CS2701* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 CS2701  ___________________________________________________________________
 CS2701  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 CS2701  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CS2701
 CS2701  HORZ ORDER  -  SECOND
 CS2701
 CS2701.The horizontal coordinates were established by classical geodetic methods
 CS2701.and adjusted by the National Geodetic Survey in February 1996..
 CS2701
 CS2701.The orthometric height was scaled from a topographic map.
 CS2701
 CS2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2701
 CS2701.The geoid height was determined by GEOID03.
 CS2701
 CS2701;                    North         East     Units Scale Factor Converg.
 CS2701;SPC TXNC     - 2,062,754.875   772,100.031   MT  0.99997735   +0 59 44.8
 CS2701;SPC TXNC     - 6,767,554.95  2,533,131.52   sFT  0.99997735   +0 59 44.8
 CS2701;UTM  14      - 3,567,092.839   719,184.947   MT  1.00019249   +1 14 25.8
 CS2701
 CS2701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2701!SPC TXNC     -   0.99998178  x   0.99997735  =   0.99995913
 CS2701!UTM  14      -   0.99998178  x   1.00019249  =   1.00017427
 CS2701
 CS2701:                Primary Azimuth Mark                     Grid Az
 CS2701:SPC TXNC     -  HODGE AZ MK                              077 03 26.4
 CS2701:UTM  14      -  HODGE AZ MK                              076 48 45.4
 CS2701
 CS2701|---------------------------------------------------------------------|
 CS2701| PID    Reference Object                     Distance      Geod. Az  |
 CS2701|                                                           dddmmss.s |
 CS2701| CY2123 HODGE AZ MK                                        0780311.2 |
 CS2701| CY2125 HODGE RM 2                           26.133 METERS 22755     |
 CS2701| CY2124 HODGE RM 1                           19.441 METERS 34822     |
 CS2701|---------------------------------------------------------------------|
 CS2701
 CS2701                          SUPERSEDED SURVEY CONTROL
 CS2701
 CS2701  NAD 83(1986)-  32 13 08.71966(N)    096 40 27.15783(W) AD(       ) 2
 CS2701  NAD 27      -  32 13 08.18600(N)    096 40 26.19000(W) AD(       ) 2
 CS2701
 CS2701.Superseded values are not recommended for survey control.
 CS2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2701.See file dsdata.txt to determine how the superseded data were derived.
 CS2701
 CS2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA1918567093(NAD 83)
 CS2701_MARKER: DS = TRIANGULATION STATION DISK
 CS2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2701
 CS2701  HISTORY     - Date     Condition        Report By
 CS2701  HISTORY     - 1949     MONUMENTED       CGS
 CS2701  HISTORY     - 1989     GOOD             LOCSUR
 CS2701
 CS2701                          STATION DESCRIPTION
 CS2701
 CS2701'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2701'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ENNIS,
 CS2701'ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF BARDWELL, ON LAND OWNED
 CS2701'BY MR. C.B. HODGE.  IT IS 53 FEET SOUTHWEST OF THE SOUTHWEST
 CS2701'CORNER OF A LARGE FARM HOUSE, 47 FEET NORTH OF THE CENTERLINE
 CS2701'OF A DIRT ROAD, 30 FEET NORTH OF A FENCE CORNER, AND 10 FEET
 CS2701'WEST OF A NORTH-SOUTH FENCELINE.  THE DISK IS STAMPED HODGE
 CS2701'1949 AND PROJECTS 1 INCH.
 CS2701'
 CS2701'REFERENCE MARK NO. 1 IS 44 FEET NORTHWEST OF THE SOUTHWEST
 CS2701'CORNER OF THE HOUSE, AND 1 FOOT WEST OF THE FENCELINE.  THE
 CS2701'DISK IS STAMPED HODGE NO 1 1949 AND PROJECTS 2 INCHES.
 CS2701'
 CS2701'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE CENTERLINE OF
 CS2701'THE ROAD, AND 1 FOOT NORTH OF AN EAST-WEST FENCELINE.  THE DISK
 CS2701'IS STAMPED HODGE NO 2 1949 AND PROJECTS 2 INCHES.
 CS2701'
 CS2701'THE AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTERLINE OF THE
 CS2701'ROAD LEADING TO THE STATION, 3 FEET WEST OF A WITNESS POST,
 CS2701'AND 2 FEET WEST OF A POWERPOLE.  THE DISK IS STAMPED HODGE
 CS2701'1949 AND PROJECTS 6 INCHES.
 CS2701'
 CS2701'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 CS2701'AND STATE HIGHWAY 34, AT THE SOUTHWEST EDGE OF THE BUSINESS
 CS2701'DISTRICT IN ENNIS, GO SOUTH AND WEST ON HIGHWAY 34 FOR 5.1
 CS2701'MILES TO STATION BARDWELL ON THE RIGHT.  CONTINUE WEST FOR 0.5
 CS2701'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 2.5
 CS2701'MILES TO A RAILROAD CROSSING.  CONTINUE SOUTH FOR 1.85 MILES TO
 CS2701'A T ROAD INTERSECTION.  TURN RIGHT AND GO 0.65 MILE TO A SIDE
 CS2701'ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.55 MILE TO A SIDE
 CS2701'ROAD LEFT.  TURN LEFT AND GO 0.05 MILE TO THE AZIMUTH MARK
 CS2701'ON THE LEFT AS DESCRIBED.  CONTINUE WESTERLY FOR 0.5 MILE
 CS2701'TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS2701'
 CS2701'A 47 FOOT SIGNAL AT EMHOUSE IS VISIBLE AT 10 FEET.
 CS2701'A 4 FOOT SIGNAL AT FARISH IS VISIBLE FROM THE GROUND.
 CS2701'
 CS2701'AN 87 FOOT SIGNAL AT BLOOMING GROVE 1948 IS VISIBLE FROM THE
 CS2701'GROUND.
 CS2701'
 CS2701'A 74 FOOT SIGNAL AT AVALON IS VISIBLE AT 20 FEET.
 CS2701'
 CS2701'A 74 FOOT SIGNAL AT LONG IS VISIBLE AT 20 FEET.
 CS2701'
 CS2701'A 74 FOOT SIGNAL AT BARDWELL IS VISIBLE FROM THE GROUND.
 CS2701'
 CS2701'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 CS2701
 CS2701                          STATION RECOVERY (1989)
 CS2701
 CS2701'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JN)
 CS2701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0676 ***********************************************************************
 AZ0676  DESIGNATION -  HODGE
 AZ0676  PID         -  AZ0676
 AZ0676  STATE/COUNTY-  TX/VAL VERDE
 AZ0676  USGS QUAD   -  RAMSEY CANYON (1980)
 AZ0676
 AZ0676                         *CURRENT SURVEY CONTROL
 AZ0676  ___________________________________________________________________
 AZ0676* NAD 83(1993)-  29 49 57.82283(N)    101 41 00.21606(W)     ADJUSTED  
 AZ0676* NAVD 88     -       551.2    (meters)    1808.     (feet)  VERTCON   
 AZ0676  ___________________________________________________________________
 AZ0676  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AZ0676  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AZ0676
 AZ0676  HORZ ORDER  -  FIRST
 AZ0676
 AZ0676.The horizontal coordinates were established by classical geodetic methods
 AZ0676.and adjusted by the National Geodetic Survey in February 1996..
 AZ0676
 AZ0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0676
 AZ0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0676
 AZ0676.The geoid height was determined by GEOID03.
 AZ0676
 AZ0676;                    North         East     Units Scale Factor Converg.
 AZ0676;SPC TXSC     - 4,224,563.233   340,704.714   MT  0.99990087   -1 18 52.7
 AZ0676;SPC TXSC     -13,860,087.87  1,117,795.38   sFT  0.99990087   -1 18 52.7
 AZ0676;UTM  14      - 3,303,272.472   240,711.769   MT  1.00042958   -1 20 08.3
 AZ0676
 AZ0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0676!SPC TXSC     -   0.99991702  x   0.99990087  =   0.99981790
 AZ0676!UTM  14      -   0.99991702  x   1.00042958  =   1.00034657
 AZ0676
 AZ0676:                Primary Azimuth Mark                     Grid Az
 AZ0676:SPC TXSC     -  HODGE AZ MK                              063 11 58.7
 AZ0676:UTM  14      -  HODGE AZ MK                              063 13 14.3
 AZ0676
 AZ0676|---------------------------------------------------------------------|
 AZ0676| PID    Reference Object                     Distance      Geod. Az  |
 AZ0676|                                                           dddmmss.s |
 AZ0676| CH9581 HODGE AZ MK                                        0615306.0 |
 AZ0676| CH9583 HODGE RM 2                           11.704 METERS 17317     |
 AZ0676| CH9582 HODGE RM 1                           15.877 METERS 30437     |
 AZ0676|---------------------------------------------------------------------|
 AZ0676
 AZ0676                          SUPERSEDED SURVEY CONTROL
 AZ0676
 AZ0676  NAD 83(1986)-  29 49 57.78707(N)    101 41 00.22721(W) AD(       ) 1
 AZ0676  NAD 27      -  29 49 57.06500(N)    101 40 58.80400(W) AD(       ) 1
 AZ0676  NGVD 29 (07/19/86)  551.1    (m)         1808.     (f) VERT ANG       
 AZ0676
 AZ0676.Superseded values are not recommended for survey control.
 AZ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0676.See file dsdata.txt to determine how the superseded data were derived.
 AZ0676
 AZ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU4071203272(NAD 83)
 AZ0676_MARKER: DS = TRIANGULATION STATION DISK
 AZ0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0676+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AZ0676
 AZ0676  HISTORY     - Date     Condition        Report By
 AZ0676  HISTORY     - 1934     MONUMENTED       CGS
 AZ0676  HISTORY     - 1986     GOOD
 AZ0676  HISTORY     - 20010601 GOOD             USPSQD
 AZ0676
 AZ0676                          STATION DESCRIPTION
 AZ0676
 AZ0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 AZ0676'ABOUT 5.5 MILES WEST OF LANGTRY AND 0.6 MILE SOUTH OF U.S.
 AZ0676'HIGHWAY 90 ON THE HIGHEST PART OF AN EAST-AND-WEST BRUSH COVERED
 AZ0676'RIDGE, ON A SMALL BARE SPOT ON THE HIGHEST POINT IN THE IMMEDIATE
 AZ0676'VICINITY, ABOUT 150 YARDS SOUTH OF A DIM ROAD AND ABOUT 300
 AZ0676'YARDS SOUTH OF AN OLD ABANDONED HIGHWAY.  SURFACE MARK PROJECTS
 AZ0676'3 INCHES ABOVE THE GROUND.
 AZ0676'
 AZ0676'TO REACH FROM LANGTRY TOURIST CAMP ON U.S. HIGHWAY 90, GO
 AZ0676'1.75 MILES WEST ON THIS HIGHWAY TO A CONCRETE BRIDGE, CONTINUE
 AZ0676'WEST 2.1 MILES PASSING A WINDMILL ON THE SOUTH SIDE OF THE ROAD,
 AZ0676'CONTINUE WEST ON THE SAME HIGHWAY FOR 2.45 MILES TO A RED
 AZ0676'GATE ON THE SOUTH SIDE OF THE HIGHWAY.  TURN LEFT (SOUTH)
 AZ0676'THROUGH GATE AND GO 25 YARDS TO AN OLD HIGHWAY, TURN RIGHT
 AZ0676'(WEST) AND FOLLOW THIS HIGHWAY FOR 0.1 MILE TO A DIM ROAD TO THE
 AZ0676'LEFT.  GO 0.45 MILE ON THIS ROAD AND THEN TURN LEFT AND GO 150
 AZ0676'YARDS TO TOP OF RIDGE AND STATION.
 AZ0676'
 AZ0676'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AZ0676'BRONZE DISKS SET IN CONCRETE.
 AZ0676'
 AZ0676'REFERENCE MARK NO. 1 IS NORTHWEST OF, AND ON TOP OF THE SAME
 AZ0676'RIDGE AS THE STATION, PROJECTING 4 INCHES.
 AZ0676'
 AZ0676'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND PROJECTS 4
 AZ0676'INCHES.
 AZ0676'
 AZ0676'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST-NORTHEAST OF THE
 AZ0676'STATION AND 0.1 MILE SOUTH OF U.S. HIGHWAY 90.  IT IS ON THE
 AZ0676'HIGHEST GROUND BETWEEN THE STATION AND THE HIGHWAY AND PROJECTS
 AZ0676'3 INCHES.
 AZ0676'
 AZ0676'TO REACH AZIMUTH MARK, GO 0.1 MILE ON THE DIM ROAD FROM ITS
 AZ0676'INTERSECTION WITH THE OLD HIGHWAY AND THEN TURN LEFT AND GO
 AZ0676'50 YARDS TO TOP OF RISE AND MARK.
 AZ0676'
 AZ0676'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 AZ0676
 AZ0676                          STATION RECOVERY (1986)
 AZ0676
 AZ0676'RECOVERED 1986
 AZ0676'RECOVERED IN GOOD CONDITION.
 AZ0676
 AZ0676                          STATION RECOVERY (2001)
 AZ0676
 AZ0676'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0676'ALSO REF1 , 2, AND AZ  RECOVERED GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2097 ***********************************************************************
 FL2097  DESIGNATION -  HODGE
 FL2097  PID         -  FL2097
 FL2097  STATE/COUNTY-  TX/DONLEY
 FL2097  USGS QUAD   -  TROUBLESOME CREEK (1959)
 FL2097
 FL2097                         *CURRENT SURVEY CONTROL
 FL2097  ___________________________________________________________________
 FL2097* NAD 83(1993)-  35 02 52.99374(N)    100 37 39.83397(W)     ADJUSTED  
 FL2097* NAVD 88     -       781.2    (meters)    2563.     (feet)  VERTCON   
 FL2097  ___________________________________________________________________
 FL2097  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 FL2097  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 FL2097
 FL2097  HORZ ORDER  -  THIRD
 FL2097
 FL2097.The horizontal coordinates were established by classical geodetic methods
 FL2097.and adjusted by the National Geodetic Survey in February 1996..
 FL2097
 FL2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL2097
 FL2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2097
 FL2097.The geoid height was determined by GEOID03.
 FL2097
 FL2097;                    North         East     Units Scale Factor Converg.
 FL2097;SPC TX N     - 1,116,618.906   279,574.723   MT  0.99993158   +0 30 19.8
 FL2097;SPC TX N     - 3,663,440.53    917,238.07   sFT  0.99993158   +0 30 19.8
 FL2097;UTM  14      - 3,879,583.226   351,546.824   MT  0.99987161   -0 56 05.7
 FL2097
 FL2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2097!SPC TX N     -   0.99988157  x   0.99993158  =   0.99981316
 FL2097!UTM  14      -   0.99988157  x   0.99987161  =   0.99975319
 FL2097
 FL2097                          SUPERSEDED SURVEY CONTROL
 FL2097
 FL2097  NAD 83(1993)-  35 02 52.99513(N)    100 37 39.83295(W) AD(       ) 3
 FL2097  NAD 83(1986)-  35 02 52.99702(N)    100 37 39.82371(W) AD(       ) 3
 FL2097  NGVD 29 (01/19/93)  780.9    (m)         2562.     (f) VERT ANG       
 FL2097
 FL2097.Superseded values are not recommended for survey control.
 FL2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2097.See file dsdata.txt to determine how the superseded data were derived.
 FL2097
 FL2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5154779583(NAD 83)
 FL2097_MARKER: DD = SURVEY DISK
 FL2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL2097+STABILITY: SURFACE MOTION
 FL2097
 FL2097  HISTORY     - Date     Condition        Report By
 FL2097  HISTORY     - 1958     MONUMENTED       USGS
 FL2097
 FL2097                          STATION DESCRIPTION
 FL2097
 FL2097'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FL2097'STATION IS LOCATED 1.6 MI. W. AND 13.3 MI. S. OF POST OFFICE AT
 FL2097'MCLEAN, TEXAS, ON TOP OF RIDGE OVERLOOKING WHITEFISH CREEK TO THE E.,
 FL2097'1.8 MI. N. OF HODGE CAMP OF THE R. O. RANCH, 132 FT. S., CENTERLINE
 FL2097'RD. AT TOP OF RIDGE.
 FL2097'
 FL2097'TO REACH FROM POST OFFICE IN MCLEAN, TEXAS, PROCEED 0.5 MI. W. ALONG
 FL2097'U.S. HIGHWAY 66 TO CROSSROADS, THENCE 12.0 MI. S. ALONG GRADED RD. TO
 FL2097'RD. FORK SW. ACROSS WHITEFISH CREEK, PROCEED SW. ACROSS WHITEFISH
 FL2097'CREEK ALONG DIRT RD. 1.9 MI. TO TOP OF RIDGE AND STATION S. OF RD.
 FL2097'
 FL2097'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.3 FT.,
 FL2097'STAMPED---HODGE-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0789 ***********************************************************************
 BN0789  DESIGNATION -  HODGES RANCH OPEN WTR STOR TK
 BN0789  PID         -  BN0789
 BN0789  STATE/COUNTY-  TX/KIMBLE
 BN0789  USGS QUAD   -  ELM SLOUGH (1987)
 BN0789
 BN0789                         *CURRENT SURVEY CONTROL
 BN0789  ___________________________________________________________________
 BN0789* NAD 83(1993)-  30 33 50.37139(N)    099 46 26.50936(W)     ADJUSTED  
 BN0789* NAVD 88     -                                                        
 BN0789  ___________________________________________________________________
 BN0789  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BN0789  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BN0789
 BN0789  HORZ ORDER  -  THIRD
 BN0789
 BN0789.The horizontal coordinates were established by classical geodetic methods
 BN0789.and adjusted by the National Geodetic Survey in February 1996..
 BN0789
 BN0789
 BN0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0789
 BN0789.The geoid height was determined by GEOID03.
 BN0789
 BN0789;                    North         East     Units Scale Factor Converg.
 BN0789;SPC TX C     - 3,099,608.383   753,652.284   MT  0.99991069   +0 17 17.1
 BN0789;SPC TX C     -10,169,298.50  2,472,607.54   sFT  0.99991069   +0 17 17.1
 BN0789;UTM  14      - 3,381,537.899   425,771.206   MT  0.99966797   -0 23 37.0
 BN0789
 BN0789                          SUPERSEDED SURVEY CONTROL
 BN0789
 BN0789  NAD 83(1986)-  30 33 50.37620(N)    099 46 26.49709(W) AD(       ) 4
 BN0789  NAD 27      -  30 33 49.70000(N)    099 46 25.26000(W) AD(       ) 3
 BN0789
 BN0789.Superseded values are not recommended for survey control.
 BN0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0789.See file dsdata.txt to determine how the superseded data were derived.
 BN0789
 BN0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2577181538(NAD 83)
 BN0789_MARKER: 51 = TANK
 BN0789
 BN0789  HISTORY     - Date     Condition        Report By
 BN0789  HISTORY     - 1943     FIRST OBSERVED   CGS
 BN0789
 BN0789                          STATION DESCRIPTION
 BN0789
 BN0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 BN0789'THIS TRAVERSE STATION IS LOCATED ABOUT 23 MILES S OF MENARD
 BN0789'AND ON THE E SIDE OF U.S. HIGHWAY 83, AT THE HODGES RANCH.
 BN0789'
 BN0789'IT IS AN OPEN TOP, CONCRETE TANK, ABOUT 5 FEET HIGH AND 20
 BN0789'FEET IN CIRCUMFERENCE.  THE POINT LOCATED WAS THE CENTER
 BN0789'OF THE TANK.  IT WAS LOCATED BY TRAVERSE FROM TRIANGULATION
 BN0789'STATION HOD, AND IS 50.509 METERS, 166.04 FEET, S OF HOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1225 ***********************************************************************
 CT1225  DESIGNATION -  HODGES WATER TANK
 CT1225  PID         -  CT1225
 CT1225  STATE/COUNTY-  TX/JONES
 CT1225  USGS QUAD   -  HAWLEY (1987)
 CT1225
 CT1225                         *CURRENT SURVEY CONTROL
 CT1225  ___________________________________________________________________
 CT1225* NAD 83(1993)-  32 35 23.90813(N)    099 52 05.82575(W)     ADJUSTED  
 CT1225* NAVD 88     -                                                        
 CT1225  ___________________________________________________________________
 CT1225  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 CT1225  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CT1225
 CT1225  HORZ ORDER  -  THIRD
 CT1225
 CT1225.The horizontal coordinates were established by classical geodetic methods
 CT1225.and adjusted by the National Geodetic Survey in February 1996..
 CT1225
 CT1225
 CT1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1225
 CT1225.The geoid height was determined by GEOID03.
 CT1225
 CT1225;                    North         East     Units Scale Factor Converg.
 CT1225;SPC TXNC     - 2,103,222.448   471,557.054   MT  0.99990487   -0 44 46.5
 CT1225;SPC TXNC     - 6,900,322.31  1,547,100.10   sFT  0.99990487   -0 44 46.5
 CT1225;UTM  14      - 3,606,165.549   418,514.027   MT  0.99968188   -0 28 03.7
 CT1225
 CT1225                          SUPERSEDED SURVEY CONTROL
 CT1225
 CT1225  NAD 83(1986)-  32 35 23.91490(N)    099 52 05.81380(W) AD(       ) 4
 CT1225
 CT1225.Superseded values are not recommended for survey control.
 CT1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1225.See file dsdata.txt to determine how the superseded data were derived.
 CT1225
 CT1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB1851406166(NAD 83)
 CT1225_MARKER: 51 = TANK
 CT1225
 CT1225  HISTORY     - Date     Condition        Report By
 CT1225  HISTORY     - 1956     FIRST OBSERVED   USGS
 CT1225
 CT1225                          STATION DESCRIPTION
 CT1225
 CT1225'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CT1225'STATION IS LOCATED AT THE MURRAY GIN HILL IN THE VILLAGE OF HODGES.
 CT1225'
 CT1225'STATION MARK--CENTER OF TANK.
 CT1225'
 CT1225'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1942 ***********************************************************************
 CS1942  DESIGNATION -  HOELSCHER
 CS1942  PID         -  CS1942
 CS1942  STATE/COUNTY-  TX/TARRANT
 CS1942  USGS QUAD   -  HALTOM CITY (1981)
 CS1942
 CS1942                         *CURRENT SURVEY CONTROL
 CS1942  ___________________________________________________________________
 CS1942* NAD 83(1993)-  32 49 51.73237(N)    097 16 51.15773(W)     ADJUSTED  
 CS1942* NAVD 88     -       197.957  (meters)     649.46   (feet)  ADJUSTED  
 CS1942  ___________________________________________________________________
 CS1942  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 CS1942  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CS1942  DYNAMIC HT  -         197.725 (meters)     648.70  (feet)  COMP
 CS1942  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 CS1942
 CS1942  HORZ ORDER  -  FIRST
 CS1942  VERT ORDER  -  SECOND    CLASS 0
 CS1942
 CS1942.The horizontal coordinates were established by classical geodetic methods
 CS1942.and adjusted by the National Geodetic Survey in February 1996..
 CS1942
 CS1942.The orthometric height was determined by differential leveling
 CS1942.and adjusted by the National Geodetic Survey in June 1991..
 CS1942
 CS1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1942
 CS1942.The geoid height was determined by GEOID03.
 CS1942
 CS1942.The dynamic height is computed by dividing the NAVD 88
 CS1942.geopotential number by the normal gravity value computed on the
 CS1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1942.degrees latitude (g = 980.6199 gals.).
 CS1942
 CS1942.The modeled gravity was interpolated from observed gravity values.
 CS1942
 CS1942;                    North         East     Units Scale Factor Converg.
 CS1942;SPC TXNC     - 2,129,778.946   714,131.351   MT  0.99987999   +0 39 53.7
 CS1942;SPC TXNC     - 6,987,449.76  2,342,945.94   sFT  0.99987999   +0 39 53.7
 CS1942;UTM  14      - 3,633,864.929   660,908.722   MT  0.99991926   +0 55 56.1
 CS1942
 CS1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1942!SPC TXNC     -   0.99997327  x   0.99987999  =   0.99985326
 CS1942!UTM  14      -   0.99997327  x   0.99991926  =   0.99989253
 CS1942
 CS1942|---------------------------------------------------------------------|
 CS1942| PID    Reference Object                     Distance      Geod. Az  |
 CS1942|                                                           dddmmss.s |
 CS1942| CS1943 HOELSCHER RM 1                       63.648 METERS 00124     |
 CS1942| CS1945 HOELSCHER AZ MK                                    0801248.4 |
 CS1942| CY2127 HOELSCHER AZ MK 2                                  1095153.3 |
 CS1942| CS2914 ARLINGTON DOWNS 3 D FARM W TK       APPROX.20.8 KM 1162807.8 |
 CS1942| CS2913 ARLINGTON MUNICIPAL TANK            APPROX.18.6 KM 1235840.4 |
 CS1942| CS3003 FORT WORTH RAD STA KFJZ N TWR       APPROX. 2.6 KM 1311913.9 |
 CS1942| CS3007 FORT WORTH RAD STA KFJZ S TWR       APPROX. 2.7 KM 1332820.9 |
 CS1942| CS2989 FORT WORTH TEXAS ELEC SERV STK      APPROX. 9.3 KM 2134817.2 |
 CS1942| CS3001 FORT WORTH MEACHAM AIR FLD TWR      APPROX. 7.2 KM 2611109.6 |
 CS1942| CS1944 HOELSCHER RM 2                       25.222 METERS 27354     |
 CS1942| CS2990 FORT WORTH RAD RNG TR CEN           APPROX. 7.4 KM 2935625.4 |
 CS1942|---------------------------------------------------------------------|
 CS1942
 CS1942                          SUPERSEDED SURVEY CONTROL
 CS1942
 CS1942  NAD 83(1993)-  32 49 51.73563(N)    097 16 51.14168(W) AD(       ) 1
 CS1942  NAD 83(1986)-  32 49 51.73650(N)    097 16 51.14096(W) AD(       ) 1
 CS1942  NAD 27      -  32 49 51.27600(N)    097 16 50.08600(W) AD(       ) 1
 CS1942  NGVD 29 (??/??/92)  197.942  (m)          649.41   (f) ADJ UNCH    2 0
 CS1942
 CS1942.Superseded values are not recommended for survey control.
 CS1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1942.See file dsdata.txt to determine how the superseded data were derived.
 CS1942
 CS1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6090933865(NAD 83)
 CS1942_MARKER: DS = TRIANGULATION STATION DISK
 CS1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1942_STAMPING: HOELSCHER 1935
 CS1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1942+STABILITY: SURFACE MOTION
 CS1942
 CS1942  HISTORY     - Date     Condition        Report By
 CS1942  HISTORY     - 1935     MONUMENTED       CGS
 CS1942  HISTORY     - 1937     GOOD             TXHD
 CS1942  HISTORY     - 1946     GOOD             CGS
 CS1942  HISTORY     - 1946     GOOD             NGS
 CS1942  HISTORY     - 1947     GOOD             CGS
 CS1942  HISTORY     - 1954     GOOD             CGS
 CS1942  HISTORY     - 1962     GOOD             CGS
 CS1942  HISTORY     - 1984     GOOD             NGS
 CS1942
 CS1942                          STATION DESCRIPTION
 CS1942
 CS1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS1942'STATION IS ABOUT 6 MILES NE OF THE COURTHOUSE IN FORT WORTH,
 CS1942'AND 7 MILES SSW OF KELLER, ON A LOW BARE HILL, ON THE HIGHEST
 CS1942'GROUND IN THE IMMEDIATE VICINITY, IN THE FARMYARD OF A FARM
 CS1942'OWNED BY MR. J. WILLS.  THE MARK IS 90 FEET S OF THE SW CORNER
 CS1942'OF THE FARMHOUSE, 204 FEET NW OF A DRILLED WELL.
 CS1942'
 CS1942'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 CS1942'IN THE TOP OF CONCRETE POSTS.  STATION MARK IS SET FLUSH.
 CS1942'
 CS1942'REFERENCE MARK 1 IS N OF THE STATION, 1/2 FOOT S OF THE S
 CS1942'RIGHT-OF-WAY FENCE OF THE E-W ROAD PAST THE STATION, 221.25
 CS1942'FEET NNE OF REFERENCE MARK 2.  IT IS A BRONZE REFERENCE DISK
 CS1942'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES.
 CS1942'
 CS1942'REFERENCE MARK 2 IS W OF THE STATION AND 1/2 FOOT E OF A N-S
 CS1942'FENCE.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 CS1942'CONCRETE POST AND PROJECTS 2 INCHES.
 CS1942'
 CS1942'AZIMUTH MARK IS E OF THE STATION, ON THE RIGHT-OF-WAY OF THE
 CS1942'MISSOURI-KANSAS-TEXAS RAILROAD, 33 FEET W OF THE TRACKS, 33
 CS1942'FEET E OF A N-S HIGHWAY, AND 33 FEET NW OF A SEMAPHORE SIGNAL.
 CS1942'IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST
 CS1942'AND PROJECTS 3 INCHES.
 CS1942'
 CS1942'TO REACH FROM THE N CORNER OF THE COURTHOUSE SQUARE IN FORT
 CS1942'WORTH, GO NE ON BELKNAP STREET AND U.S. 377 7.6 MILES, TURN
 CS1942'W ON OILED ROAD AND GO W AND SW 0.9 MILE, TURN W ON DIRT ROAD
 CS1942'AND GO 0.25 MILE TO MR. WILLS FARM TO THE STATION.
 CS1942'
 CS1942'LIGHTS 74 FEET ABOVE BOWMAN, 47 FEET ABOVE COZBY AND KELLER,
 CS1942'AND 4 FEET ABOVE SEMINARY AND CARRICO ARE VISIBLE FROM THE
 CS1942'GROUND AT THIS STATION.
 CS1942
 CS1942                          STATION RECOVERY (1937)
 CS1942
 CS1942'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CS1942'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION
 CS1942'AND AS DESCRIBED.  NO ATTEMPT MADE TO LOCATE REFERENCE MARK 2.
 CS1942
 CS1942                          STATION RECOVERY (1946)
 CS1942
 CS1942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CS1942'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 CS1942'AS SET IN 1935.  SURFACE, UNDERGROUND, AZIMUTH, AND REFERENCE
 CS1942'MARKS ARE BRONZE DISKS SET IN CONCRETE.
 CS1942'A COMPLETE NEW DESCRIPTION FOLLOWS.
 CS1942'
 CS1942'STATION IS LOCATED ABOUT 7 MILES NE OF FORT WORTH, ON LAND
 CS1942'OWNED BY MR. RUSSEY.  IT IS 23 FEET SW OF A FENCE CORNER, 22
 CS1942'FEET S OF AN ELECTRIC POLE, AND 3.5 FEET E OF A N-S FENCE.
 CS1942'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 CS1942'HOELSCHER 1935.
 CS1942'
 CS1942'REFERENCE MARK 1 IS 208.82 FEET, 63.647 METERS, N OF THE
 CS1942'STATION.  IT IS 34 FEET NE OF THE NE CORNER OF THE GARAGE,
 CS1942'28 FEET S OF A FENCE CORNER, AND 22 FEET S OF THE APPROXIMATE
 CS1942'CENTER OF A DIRT ROAD.  THE MARK PROJECTS 1 FOOT AND THE DISK
 CS1942'IS STAMPED HOELSCHER NO 1 1935.
 CS1942'
 CS1942'REFERENCE MARK 2 IS 82.75 FEET, 25.221 METERS, W OF THE STATION.
 CS1942'IT IS 55 FEET NE OF THE NE CORNER OF A SMALL WHITE BUILDING
 CS1942'AND 9 FEET N OF AN E-W FENCE.  THE MARK PROJECTS 4 INCHES AND
 CS1942'THE DISK IS STAMPED HOELSCHER NO 2 1935.
 CS1942'
 CS1942'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE E OF THE STATION.
 CS1942'IT IS 39 FEET E OF AN OILED ROAD, 36 FEET NW OF A SEMAPHORE
 CS1942'SIGNAL NO. 2373, 33 FEET W OF THE MISSOURI-KANSAS-TEXAS
 CS1942'RAILROAD, AND 3 FEET S OF A TELEPHONE POLE.  THE MARK PROJECTS
 CS1942'6 INCHES AND THE DISK IS STAMPED HOELSCHER 1935.
 CS1942'
 CS1942'TO REACH THE STATION FROM THE COURTHOUSE IN FORT WORTH GO
 CS1942'NE ON BELKNAP STREET AND U.S. HIGHWAY 377 FOR 5 MILES TO A
 CS1942'FORK, KEEP LEFT ON HIGHWAY 377 FOR 2.55 MILES (0.35 MILE BEYOND
 CS1942'UNDERPASS) TO OILED ROAD LEFT, TURN LEFT AND GO 0.95 MILE
 CS1942'TO DIRT ROAD RIGHT AND AZIMUTH MARK ON LEFT AS DESCRIBED,
 CS1942'TURN RIGHT ON DIRT ROAD FOR 0.25 MILE TO HOUSE ON LEFT, TURN
 CS1942'LEFT INTO DRIVE AND FOLLOW TRACKS TO REAR OF LOT AND STATION
 CS1942'AS DESCRIBED.
 CS1942'
 CS1942'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 CS1942
 CS1942                          STATION RECOVERY (1946)
 CS1942
 CS1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS1942'8.8 MI NE FROM FORT WORTH.
 CS1942'8.8 MILES NORTHEAST OF FORT WORTH, TARRANT COUNTY.  THIS BENCH MARK
 CS1942'MAY BE REACHED FROM THE COURTHOUSE BY GOING 7.6 MILES NORTHEAST ALONG
 CS1942'U.S. HIGHWAY 377, THENCE 0.9 MILE WEST ALONG AN ASPHALT ROAD, AND
 CS1942'THENCE 0.3 MILE WEST ALONG A GRAVEL ROAD.  IT IS 100 YARDS SOUTH OF
 CS1942'THE GRAVEL ROAD, 204 FEET NORTHWEST OF A WELL, 90 FEET SOUTHWEST OF
 CS1942'THE SOUTHWEST CORNER OF A FRAME FARMHOUSE, AND 4 FEET NORTH OF AN
 CS1942'EAST-AND-WEST FENCE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 CS1942'HOELSCHER 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 CS1942'ABOVE GROUND.
 CS1942
 CS1942                          STATION RECOVERY (1947)
 CS1942
 CS1942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1942'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 CS1942'TO BE IN GOOD CONDITION.
 CS1942'
 CS1942'STATION IS LOCATED APPROXIMATELY 6.0 MILES NORTHEAST OF THE
 CS1942'COURTHOUSE IN FT. WORTH, 7 MILES SOUTH-SOUTHWEST OF KELLER,
 CS1942'ON THE HIGHEST GROUND IN THE IMMEDIATE VICINITY, AND ON
 CS1942'PROPERTY OWNED BY MR. J. RUSSEY.  THE MARK IS 90 FEET SOUTH
 CS1942'OF THE SOUTHWEST CORNER OF MR. RUSSEY HOME, 204 FEET NORTHWEST
 CS1942'OF A DRILLED WELL, AND IS FLUSH WITH THE GROUND.  IT IS STAMPED.
 CS1942'HOELSCHER 1935
 CS1942'
 CS1942'REFERENCE MARK 1, STAMPED HOELSCHER NO 1 1935, IS 208.82
 CS1942'FEET NORTH OF THE STATION, IN THE NORTH EDGE OF GRASSY YARD
 CS1942'OF FARM, AND PROJECTS 10 INCHES ABOVE THE GROUND.
 CS1942'
 CS1942'REFERENCE MARK 2, STAMPED HOELSCHER NO 2 1935, IS 82.75 FEET
 CS1942'WEST OF THE STATION, 0.5 FEET EAST OF A NORTH-SOUTH FENCELINE,
 CS1942'AND PROJECTS 2.0 INCHES ABOVE THE SURFACE.
 CS1942'
 CS1942'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILES EAST OF THE
 CS1942'STATION ON THE RIGHT-OF-WAY OF THE MISSOURI-KANSAS-TEXAS
 CS1942'RAILROAD, 33.0 FEET WEST OF THE TRACKS, 33.0 FEET EAST OF A
 CS1942'NORTH-SOUTH SURFACED ROAD, 33.0 FEET NORTHWEST OF SEMAPHORE
 CS1942'SIGNAL NO. 2373, 3.0 FEET SOUTH OF A TELEPHONE POLE, 1.0
 CS1942'FOOT NORTH OF A USBM WITNESS POST, AND PROJECTS 3.0 INCHES
 CS1942'ABOVE THE SURFACE.  IT IS STAMPED HOELSCHER 1935 AZIMUTH.
 CS1942'
 CS1942'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO.
 CS1942'183 AND NO. 377 IN HALTOM, GO IN A NORTHERLY DIRECTION ON
 CS1942'HIGHWAY NO. 377 FOR 2.7 MILES TO AN OILED ROAD LEFT, TURN
 CS1942'LEFT AND CONTINUE ON SAME FOR 1.3 MILES TO AZIMUTH MARK ON
 CS1942'LEFT AND T ROAD RIGHT, TURN RIGHT AND GO 0.25 MILE TO THE
 CS1942'FARM OF MR. RUSSEY AND STATION IN REAR OF HOUSE.
 CS1942'
 CS1942'A NEW AZIMUTH MARK WAS ESTABLISHED, THE OLD MARK IS NOT
 CS1942'VISIBLE FROM THE GROUND.  IT IS ABOUT 0.3 MILE SOUTHEAST OF
 CS1942'THE STATION, 37 FEET EAST OF A NORTH-SOUTH SURFACED ROAD,
 CS1942'34 FEET WEST OF THE WEST RAIL OF THE MISSOURI-KANSAS-TEXAS
 CS1942'RAILROAD, 3.4 FEET WEST OF A WITNESS POST AND 2.5 FEET WEST
 CS1942'OF A TELEPHONE POLE.  THE MARK PROJECTS 1 INCH AND THE DISK
 CS1942'IS STAMPED HOELSCHER 1947.  TO REACH FROM THE STATION, GO
 CS1942'EAST 0.25 MILE TO T ROAD, TURN RIGHT FOR 0.1 MILE TO MARK
 CS1942'ON THE LEFT.
 CS1942
 CS1942                          STATION RECOVERY (1954)
 CS1942
 CS1942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS1942'STATION MARK, TWO REFERENCE MARKS, THE AZIMUTH MARK SET IN
 CS1942'1935 AND THE AZIMUTH MARK SET IN 1947 WERE ALL RECOVERED IN
 CS1942'GOOD CONDITION AS DESCRIBED.  THE 1947 DESCRIPTION IS SUFFICIENT.
 CS1942
 CS1942                          STATION RECOVERY (1962)
 CS1942
 CS1942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS1942'THE STATION MARK, REFERENCE MARKS NOS. 1, 2, AZIMUTH MARK
 CS1942'SET IN 1935, AND THE AZIMUTH MARK SET IN 1947 WERE RECOVERED
 CS1942'IN GOOD CONDITION.  THE 1947 RECOVERY NOTE IS ADEQUATE FOR
 CS1942'RECOVERY.
 CS1942'
 CS1942'ADDITIONAL NOTES--THE NORTH-SOUTH FENCE LINE AT REFERENCE
 CS1942'MARK NO. 2 IS NO LONGER THERE.  THE FENCE HAS BEEN CHANGED
 CS1942'AND IS NOW ABOUT 30 FEET EAST OF THE REFERENCE MARK.  THE
 CS1942'STATION MARK IS NOW IN THE SOUTHERN PART OF A FENCED IN AREA
 CS1942'WHICH IS SOUTH OF THE HOUSE.  THE AZIMUTH MARK SET IN 1947 IS
 CS1942'0.25 MILE EAST OF THE STATION, THENCE 0.15 MILE SOUTH ON THE
 CS1942'LEFT SIDE OF THE ROAD, ABOUT 150 FEET SOUTHEAST OF A ROAD
 CS1942'JUNCTION, AND 3 FEET SOUTHWEST OF A TELEPHONE POLE.
 CS1942
 CS1942                          STATION RECOVERY (1984)
 CS1942
 CS1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1945 ***********************************************************************
 CS1945  DESIGNATION -  HOELSCHER AZ MK
 CS1945  PID         -  CS1945
 CS1945  STATE/COUNTY-  TX/TARRANT
 CS1945  USGS QUAD   -  HALTOM CITY (1981)
 CS1945
 CS1945                         *CURRENT SURVEY CONTROL
 CS1945  ___________________________________________________________________
 CS1945* NAD 83(1986)-  32 49 53.     (N)    097 16 32.     (W)     SCALED    
 CS1945* NAVD 88     -       189.513  (meters)     621.76   (feet)  ADJUSTED  
 CS1945  ___________________________________________________________________
 CS1945  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CS1945  DYNAMIC HT  -         189.291 (meters)     621.03  (feet)  COMP
 CS1945  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 CS1945
 CS1945  VERT ORDER  -  SECOND    CLASS 0
 CS1945
 CS1945.The horizontal coordinates were scaled from a topographic map and have
 CS1945.an estimated accuracy of +/- 6 seconds.
 CS1945
 CS1945.The orthometric height was determined by differential leveling
 CS1945.and adjusted by the National Geodetic Survey in June 1991..
 CS1945
 CS1945.The geoid height was determined by GEOID03.
 CS1945
 CS1945.The dynamic height is computed by dividing the NAVD 88
 CS1945.geopotential number by the normal gravity value computed on the
 CS1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1945.degrees latitude (g = 980.6199 gals.).
 CS1945
 CS1945.The modeled gravity was interpolated from observed gravity values.
 CS1945
 CS1945;                    North         East    Units  Estimated Accuracy
 CS1945;SPC TXNC     - 2,129,820.      714,630.      MT  (+/- 180 meters Scaled)
 CS1945
 CS1945                          SUPERSEDED SURVEY CONTROL
 CS1945
 CS1945  NGVD 29 (??/??/92)  189.499  (m)          621.71   (f) ADJ UNCH    2 0
 CS1945
 CS1945.Superseded values are not recommended for survey control.
 CS1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1945.See file dsdata.txt to determine how the superseded data were derived.
 CS1945
 CS1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB614339(NAD 83)
 CS1945_MARKER: DZ = AZIMUTH MARK DISK
 CS1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1945_STAMPING: HOELSCHER 1935
 CS1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1945+STABILITY: SURFACE MOTION
 CS1945
 CS1945  HISTORY     - Date     Condition        Report By
 CS1945  HISTORY     - 1935     MONUMENTED       CGS
 CS1945  HISTORY     - 1946     GOOD             NGS
 CS1945  HISTORY     - 1984     MARK NOT FOUND   NGS
 CS1945  HISTORY     - 20020605 POOR             GEOCAC
 CS1945
 CS1945                          STATION DESCRIPTION
 CS1945
 CS1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS1945'8.5 MI NE FROM FORT WORTH.
 CS1945'7.6 MILES NORTHEAST ALONG U.S. HIGHWAY 377 FROM THE COURTHOUSE AT FORT
 CS1945'WORTH, TARRANT COUNTY, THENCE 0.9 MILE WEST ALONG A GRAVEL ROAD. AT A
 CS1945'ROAD INTERSECTION AND THE CROSSING OF THE MISSOURI-KANSAS-TEXAS
 CS1945'RAILROAD OF TEXAS, 36 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 CS1945'33 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 33 FEET
 CS1945'NORTH OF SEMAPHORE 2373, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 CS1945'AND LEVEL WITH THE NORTH-AND-SOUTH ROAD.  A STANDARD AZIMUTH-MARK
 CS1945'DISK, STAMPED HOELSCHER 1935 AND SET IN THE TOP OF A CONCRETE POST
 CS1945'PROJECTING 4 INCHES ABOVE GROUND.
 CS1945
 CS1945                          STATION RECOVERY (1984)
 CS1945
 CS1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1945'MARK NOT FOUND.
 CS1945
 CS1945                          STATION RECOVERY (2002)
 CS1945
 CS1945'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1945'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1943 ***********************************************************************
 CS1943  DESIGNATION -  HOELSCHER RM 1
 CS1943  PID         -  CS1943
 CS1943  STATE/COUNTY-  TX/TARRANT
 CS1943  USGS QUAD   -  HALTOM CITY (1981)
 CS1943
 CS1943                         *CURRENT SURVEY CONTROL
 CS1943  ___________________________________________________________________
 CS1943* NAD 83(1986)-  32 49 51.     (N)    097 16 51.     (W)     SCALED    
 CS1943* NAVD 88     -       197.423  (meters)     647.71   (feet)  ADJUSTED  
 CS1943  ___________________________________________________________________
 CS1943  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CS1943  DYNAMIC HT  -         197.192 (meters)     646.95  (feet)  COMP
 CS1943  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 CS1943
 CS1943  VERT ORDER  -  SECOND    CLASS 0
 CS1943
 CS1943.The horizontal coordinates were scaled from a topographic map and have
 CS1943.an estimated accuracy of +/- 6 seconds.
 CS1943
 CS1943.The orthometric height was determined by differential leveling
 CS1943.and adjusted by the National Geodetic Survey in June 1991..
 CS1943
 CS1943.The geoid height was determined by GEOID03.
 CS1943
 CS1943.The dynamic height is computed by dividing the NAVD 88
 CS1943.geopotential number by the normal gravity value computed on the
 CS1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1943.degrees latitude (g = 980.6199 gals.).
 CS1943
 CS1943.The modeled gravity was interpolated from observed gravity values.
 CS1943
 CS1943;                    North         East    Units  Estimated Accuracy
 CS1943;SPC TXNC     - 2,129,760.      714,140.      MT  (+/- 180 meters Scaled)
 CS1943
 CS1943                          SUPERSEDED SURVEY CONTROL
 CS1943
 CS1943  NGVD 29 (??/??/92)  197.407  (m)          647.66   (f) ADJ UNCH    2 0
 CS1943
 CS1943.Superseded values are not recommended for survey control.
 CS1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1943.See file dsdata.txt to determine how the superseded data were derived.
 CS1943
 CS1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB609338(NAD 83)
 CS1943_MARKER: DR = REFERENCE MARK DISK
 CS1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1943_STAMPING: HOELSCHER NO 1 1935
 CS1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1943+STABILITY: SURFACE MOTION
 CS1943
 CS1943  HISTORY     - Date     Condition        Report By
 CS1943  HISTORY     - 1935     MONUMENTED       CGS
 CS1943  HISTORY     - 1946     GOOD             NGS
 CS1943
 CS1943                          STATION DESCRIPTION
 CS1943
 CS1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS1943'8.8 MI NE FROM FORT WORTH.
 CS1943'208.82 FEET NORTH OF TRIANGULATION STATION HOELSCHER DESCRIBED ABOVE,
 CS1943'AT THE NORTHWEST CORNER OF THE FARMHOUSE YARD, 34 FEET NORTHWEST OF
 CS1943'THE NORTHWEST CORNER OF THE FARMHOUSE, 24 FEET SOUTH OF THE CENTERLINE
 CS1943'OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD
 CS1943'REFERENCE-MARK DISK, STAMPED HOELSCHER NO 1 1935 AND SET IN THE TOP OF
 CS1943'A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1944 ***********************************************************************
 CS1944  DESIGNATION -  HOELSCHER RM 2
 CS1944  PID         -  CS1944
 CS1944  STATE/COUNTY-  TX/TARRANT
 CS1944  USGS QUAD   -  HALTOM CITY (1981)
 CS1944
 CS1944                         *CURRENT SURVEY CONTROL
 CS1944  ___________________________________________________________________
 CS1944* NAD 83(1986)-  32 49 51.     (N)    097 16 51.     (W)     SCALED    
 CS1944* NAVD 88     -       197.855  (meters)     649.13   (feet)  ADJUSTED  
 CS1944  ___________________________________________________________________
 CS1944  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CS1944  DYNAMIC HT  -         197.623 (meters)     648.37  (feet)  COMP
 CS1944  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 CS1944
 CS1944  VERT ORDER  -  SECOND    CLASS 0
 CS1944
 CS1944.The horizontal coordinates were scaled from a topographic map and have
 CS1944.an estimated accuracy of +/- 6 seconds.
 CS1944
 CS1944.The orthometric height was determined by differential leveling
 CS1944.and adjusted by the National Geodetic Survey in June 1991..
 CS1944
 CS1944.The geoid height was determined by GEOID03.
 CS1944
 CS1944.The dynamic height is computed by dividing the NAVD 88
 CS1944.geopotential number by the normal gravity value computed on the
 CS1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1944.degrees latitude (g = 980.6199 gals.).
 CS1944
 CS1944.The modeled gravity was interpolated from observed gravity values.
 CS1944
 CS1944;                    North         East    Units  Estimated Accuracy
 CS1944;SPC TXNC     - 2,129,760.      714,140.      MT  (+/- 180 meters Scaled)
 CS1944
 CS1944                          SUPERSEDED SURVEY CONTROL
 CS1944
 CS1944  NGVD 29 (??/??/92)  197.839  (m)          649.08   (f) ADJ UNCH    2 0
 CS1944
 CS1944.Superseded values are not recommended for survey control.
 CS1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1944.See file dsdata.txt to determine how the superseded data were derived.
 CS1944
 CS1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB609338(NAD 83)
 CS1944_MARKER: DR = REFERENCE MARK DISK
 CS1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1944_STAMPING: HOELSCHER NO 2 1935
 CS1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1944+STABILITY: SURFACE MOTION
 CS1944
 CS1944  HISTORY     - Date     Condition        Report By
 CS1944  HISTORY     - 1935     MONUMENTED       CGS
 CS1944  HISTORY     - 1946     GOOD             NGS
 CS1944
 CS1944                          STATION DESCRIPTION
 CS1944
 CS1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS1944'8.8 MI NE FROM FORT WORTH.
 CS1944'82.75 FEET WEST OF TRIANGULATION STATION HOELSCHER DESCRIBED ABOVE,
 CS1944'100 YARDS SOUTH OF THE ROAD, 70 FEET WEST OF A NORTH-AND-SOUTH FENCE,
 CS1944'AND 10 FEET NORTH OF AN EAST-AND-WEST FENCE.  A STANDARD
 CS1944'REFERENCE-MARK DISK, STAMPED HOELSCHER NO 2 1935 AND SET IN THE TOP OF
 CS1944'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2081 ***********************************************************************
 AN2081  DESIGNATION -  HOFF
 AN2081  PID         -  AN2081
 AN2081  STATE/COUNTY-  TX/GOLIAD
 AN2081  USGS QUAD   -  ANDER (1987)
 AN2081
 AN2081                         *CURRENT SURVEY CONTROL
 AN2081  ___________________________________________________________________
 AN2081* NAD 83(1993)-  28 49 26.56321(N)    097 17 24.56217(W)     ADJUSTED  
 AN2081* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 AN2081  ___________________________________________________________________
 AN2081  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AN2081  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN2081
 AN2081  HORZ ORDER  -  FIRST
 AN2081
 AN2081.The horizontal coordinates were established by classical geodetic methods
 AN2081.and adjusted by the National Geodetic Survey in February 1996..
 AN2081
 AN2081.The orthometric height was scaled from a topographic map.
 AN2081
 AN2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2081
 AN2081.The geoid height was determined by GEOID03.
 AN2081
 AN2081;                    North         East     Units Scale Factor Converg.
 AN2081;SPC TXSC     - 4,111,018.381   766,864.504   MT  0.99990271   +0 50 15.6
 AN2081;SPC TXSC     -13,487,566.14  2,515,954.63   sFT  0.99990271   +0 50 15.6
 AN2081;UTM  14      - 3,189,692.001   666,833.278   MT  0.99994349   +0 49 28.4
 AN2081
 AN2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2081!SPC TXSC     -   0.99999345  x   0.99990271  =   0.99989616
 AN2081!UTM  14      -   0.99999345  x   0.99994349  =   0.99993694
 AN2081
 AN2081|---------------------------------------------------------------------|
 AN2081| PID    Reference Object                     Distance      Geod. Az  |
 AN2081|                                                           dddmmss.s |
 AN2081| CV5189 HOFF RM 1                            25.828 METERS 10742     |
 AN2081| CV5188 HOFF AZ MK                                         1592122.2 |
 AN2081| AN2080 WESER ASK LUTH CHURCH SPIRE         APPROX. 6.6 KM 3052308.8 |
 AN2081| CV5190 HOFF RM 2                            26.205 METERS 34341     |
 AN2081|---------------------------------------------------------------------|
 AN2081
 AN2081                          SUPERSEDED SURVEY CONTROL
 AN2081
 AN2081  NAD 83(1986)-  28 49 26.57012(N)    097 17 24.54754(W) AD(       ) 1
 AN2081  NAD 27      -  28 49 25.61300(N)    097 17 23.57900(W) AD(       ) 1
 AN2081
 AN2081.Superseded values are not recommended for survey control.
 AN2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2081.See file dsdata.txt to determine how the superseded data were derived.
 AN2081
 AN2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6683389692(NAD 83)
 AN2081_MARKER: DS = TRIANGULATION STATION DISK
 AN2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN2081+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 AN2081
 AN2081  HISTORY     - Date     Condition        Report By
 AN2081  HISTORY     - 1952     MONUMENTED       CGS
 AN2081  HISTORY     - 1963     GOOD             CGS
 AN2081  HISTORY     - 20051208 GOOD             INDIV
 AN2081
 AN2081                          STATION DESCRIPTION
 AN2081
 AN2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2081'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF GOLIAD, 10
 AN2081'MILES NORTH-NORTHEAST OF FANNIN, 180 FEET WEST OF A HOUSE, AND
 AN2081'ON THE PROPERTY OF E.L. ARNOLD.
 AN2081'
 AN2081'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59
 AN2081'AND 183 IN GOLIAD.  GO NORTH ON U.S. HIGHWAY 183 FOR 4.2 MILES
 AN2081'TO THE JUNCTION OF FARM ROAD 622.  TURN RIGHT AND GO EASTERLY
 AN2081'ON FARM ROAD 622 FOR 6.2 MILES TO A T-ROAD LEFT.  TURN LEFT AND
 AN2081'GO NORTH ON THE DIRT ROAD FOR 2.75 MILES TO A T-INTERSECTION.
 AN2081'TURN LEFT AND GO WEST AND NORTH ON THE MAIN TRAVELED ROAD FOR
 AN2081'1.7 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO EASTERLY FOR
 AN2081'0.4 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 AN2081'EAST-NORTHEAST FOR 100 YARDS TO THE STATION AS DESCRIBED.
 AN2081'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO SOUTHERLY
 AN2081'100 YARDS TO THE MAIN TRAVELED ROAD.  TURN LEFT AND GO
 AN2081'SOUTHEAST FOR 0.1 MILE TO A TRACK ROAD ON THE RIGHT.  TURN
 AN2081'RIGHT AND GO SOUTH 0.15 MILE TO THE AZIMUTH MARK ON THE
 AN2081'LEFT, EAST, AS DESCRIBED.
 AN2081'
 AN2081'THE STATION MARK, STAMPED HOFF 1952, IS A STANDARD DISK SET
 AN2081'IN THE TOP OF A CONCRETE POST THAT PROJECTS 1 INCH.
 AN2081'
 AN2081'REFERENCE MARK NO. 1, STAMPED HOFF NO 1 1952, IS A STANDARD
 AN2081'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 1 INCH.
 AN2081'IT IS 1 FOOT WEST OF A PICKET FENCE.
 AN2081'
 AN2081'REFERENCE MARK NO. 2, STAMPED HOFF NO 2 1952, IS A STANDARD
 AN2081'DISK SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
 AN2081'IT IS IN A ROW OF OAK TREES, AND 4 FEET EAST OF AN OAK TREE.
 AN2081'
 AN2081'THE AIZMUTH MARK, STAMPED HOFF 1952, IS A STANDARD DISK SET IN
 AN2081'THE TOP OF A CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 12 FEET
 AN2081'EAST OF A TRACK ROAD, 4 FEET EAST OF A WITNESS POST, AND 3 FEET
 AN2081'EAST OF A TELEPHONE POLE.
 AN2081'
 AN2081'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AN2081
 AN2081                          STATION RECOVERY (1963)
 AN2081
 AN2081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CB)
 AN2081'STATION AND REFERENCE MARKS NO 1 AND 2 WERE RECOVERED IN
 AN2081'GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 AN2081'TO STATION SITE ARE CORRECT.
 AN2081
 AN2081                          STATION RECOVERY (2005)
 AN2081
 AN2081'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLM)
 AN2081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0622 ***********************************************************************
 AY0622  DESIGNATION -  HOFFMAN
 AY0622  PID         -  AY0622
 AY0622  STATE/COUNTY-  TX/BEXAR
 AY0622  USGS QUAD   -  CULEBRA HILL (1993)
 AY0622
 AY0622                         *CURRENT SURVEY CONTROL
 AY0622  ___________________________________________________________________
 AY0622* NAD 83(1993)-  29 23 45.26518(N)    098 39 11.10469(W)     ADJUSTED  
 AY0622* NAVD 88     -       245.794  (meters)     806.41   (feet)  POSTED    
 AY0622  ___________________________________________________________________
 AY0622  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 AY0622  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AY0622  DYNAMIC HT  -         245.440 (meters)     805.25  (feet)  COMP
 AY0622  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 AY0622
 AY0622  HORZ ORDER  -  FIRST
 AY0622  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0622
 AY0622.The horizontal coordinates were established by classical geodetic methods
 AY0622.and adjusted by the National Geodetic Survey in February 1996..
 AY0622
 AY0622.The orthometric height was determined by differential leveling
 AY0622.and adjusted by the National Geodetic Survey in 1992..
 AY0622.No vertical observational check was made to the station.
 AY0622.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0622.was located on a no-check spur therefore a value was not computed.
 AY0622
 AY0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0622
 AY0622.The geoid height was determined by GEOID03.
 AY0622
 AY0622.The dynamic height is computed by dividing the NAVD 88
 AY0622.geopotential number by the normal gravity value computed on the
 AY0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0622.degrees latitude (g = 980.6199 gals.).
 AY0622
 AY0622.The modeled gravity was interpolated from observed gravity values.
 AY0622
 AY0622;                    North         East     Units Scale Factor Converg.
 AY0622;SPC TXSC     - 4,173,224.346   633,668.805   MT  0.99986381   +0 10 11.8
 AY0622;SPC TXSC     -13,691,653.54  2,078,961.74   sFT  0.99986381   +0 10 11.8
 AY0622;UTM  14      - 3,251,900.033   533,660.078   MT  0.99961398   +0 10 13.0
 AY0622
 AY0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0622!SPC TXSC     -   0.99996532  x   0.99986381  =   0.99982914
 AY0622!UTM  14      -   0.99996532  x   0.99961398  =   0.99957932
 AY0622
 AY0622|---------------------------------------------------------------------|
 AY0622| PID    Reference Object                     Distance      Geod. Az  |
 AY0622|                                                           dddmmss.s |
 AY0622| AY0623 HOFFMAN RM 1                         24.202 METERS 06737     |
 AY0622| AY0624 HOFFMAN RM 2                         59.406 METERS 13219     |
 AY0622| CV5194 HOFFMAN AZ MK                                      2561518.5 |
 AY0622|---------------------------------------------------------------------|
 AY0622
 AY0622                          SUPERSEDED SURVEY CONTROL
 AY0622
 AY0622  NAD 83(1986)-  29 23 45.26950(N)    098 39 11.08686(W) AD(       ) 1
 AY0622  NAD 27      -  29 23 44.42800(N)    098 39 10.01100(W) AD(       ) 1
 AY0622  NGVD 29 (??/??/92)  245.681  (m)          806.04   (f) ADJ UNCH    1 2
 AY0622
 AY0622.Superseded values are not recommended for survey control.
 AY0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0622.See file dsdata.txt to determine how the superseded data were derived.
 AY0622
 AY0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT3366051900(NAD 83)
 AY0622_MARKER: DS = TRIANGULATION STATION DISK
 AY0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0622_STAMPING: HOFFMAN 1953
 AY0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0622+STABILITY: SURFACE MOTION
 AY0622
 AY0622  HISTORY     - Date     Condition        Report By
 AY0622  HISTORY     - 1953     MONUMENTED       CGS
 AY0622  HISTORY     - 1953     GOOD             AMS
 AY0622  HISTORY     - 1953     GOOD             CGS
 AY0622  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY0622
 AY0622                          STATION DESCRIPTION
 AY0622
 AY0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0622'THE STATION IS LOCATED ABOUT 9.5 MILES WEST OF THE CENTER
 AY0622'OF SAN ANTONIO, SOUTH OF U.S. HIGHWAY 90 AND IN THE NORTH
 AY0622'SIDE OF THE HOFFMAN SCHOOL YARD WHICH IS ON THE HIGHEST GROUND
 AY0622'IN THE VICINITY.
 AY0622'
 AY0622'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90
 AY0622'AND LOOP 13 WEST OF SAN ANTONIO, GO WEST ON HIGHWAY 90 FOR
 AY0622'1.6 MILES TO THE HOFFMAN SCHOOL AND STATION SITE ON LEFT,
 AY0622'ON THE TOP OF A CUT BANK.
 AY0622'
 AY0622'THE STATION MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS
 AY0622'OF CONCRETE SET FLUSH WITH THE SURFACE.  IT IS 30.6 FEET
 AY0622'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE, 23.6
 AY0622'FEET WEST OF THE CENTER OF THE DRIVEWAY AND 13 FEET SOUTH
 AY0622'OF A WOVEN WIRE FENCE.  IT IS STAMPED HOFFMAN 1953.
 AY0622'
 AY0622'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN AN IRREGULAR
 AY0622'MASS OF CONCRETE PROJECTING 4 INCHES.  IT IS 52 FEET NORTHEAST
 AY0622'OF THE NORTHWEST CORNER OF A SMALL HOUSE, 3 FEET SOUTH OF A
 AY0622'STONE CORNER POST, 1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE
 AY0622'AND IT IS STAMPED HOFFMAN NO 1 1953.
 AY0622'
 AY0622'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY0622'POST PROJECTING 4 INCHES.  IT IS 25 FEET NORTHEAST OF THE
 AY0622'PLAYGROUND SWINGS, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE
 AY0622'AND IT IS STAMPED HOFFMAN NO. 2 1953.
 AY0622'
 AY0622'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK CEMENTED IN A
 AY0622'DRILL HOLE IN A CONCRETE CULVERT.  IT IS 36 FEET EAST OF
 AY0622'THE INTERSECTION OF U.S. HIGHWAY 90 AND A DRIVEWAY LEADING
 AY0622'NORTH, 24 FEET NORTH OF THE CENTER LINE OF HIGHWAY 90 AND THE
 AY0622'MARK IS IN THE CENTER OF THE TOP OF THE CULVERT.  IT IS STAMPED
 AY0622'S 466 1952.
 AY0622'
 AY0622'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY
 AY0622'90 FOR 0.2 MILE TO THE MARK IN CULVERT ON RIGHT SIDE OF THE
 AY0622'HIGHWAY.
 AY0622'
 AY0622'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY0622
 AY0622                          STATION RECOVERY (1953)
 AY0622
 AY0622'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY0622'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 70 FT. SOUTH
 AY0622'OF THE CENTERLINE OF BLACK-TOPPED HIGHWAY, 30 FT. NORTH
 AY0622'OF THE NE CORNER OF SCHOOL BUILDING, 47 FT. W-NW OF THE NW
 AY0622'CORNER OF HOUSE, AND IT IS 22 FEET WEST OF THE CENTERLINE
 AY0622'OF DRIVEWAY BETWEEN HOUSE AND SCHOOL BUILDING.
 AY0622
 AY0622                          STATION RECOVERY (1953)
 AY0622
 AY0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AY0622'IN SAN ANTONIO.
 AY0622'AT SAN ANTONIO, 1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM ITS
 AY0622'JUNCTION WITH LOOP 13 (MILITARY DRIVE), AT THE HOFFMAN SCHOOL, 71 FEET
 AY0622'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTH OF THE
 AY0622'NORTH CORNER OF THE SCHOOLHOUSE, 22 FEET SOUTHWEST OF THE CENTER LINE
 AY0622'OF THE ENTRANCE TO THE SCHOOL, 13 FEET SOUTHEAST OF A FENCE, SET IN
 AY0622'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AY0622
 AY0622                          STATION RECOVERY (1999)
 AY0622
 AY0622'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0731 ***********************************************************************
 BN0731  DESIGNATION -  HOFFMAN
 BN0731  PID         -  BN0731
 BN0731  STATE/COUNTY-  TX/MASON
 BN0731  USGS QUAD   -  GRIT (1970)
 BN0731
 BN0731                         *CURRENT SURVEY CONTROL
 BN0731  ___________________________________________________________________
 BN0731* NAD 83(1993)-  30 50 10.56141(N)    099 16 42.94237(W)     ADJUSTED  
 BN0731* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 BN0731  ___________________________________________________________________
 BN0731  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BN0731  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 BN0731
 BN0731  HORZ ORDER  -  FIRST
 BN0731
 BN0731.The horizontal coordinates were established by classical geodetic methods
 BN0731.and adjusted by the National Geodetic Survey in February 1996..
 BN0731
 BN0731.The orthometric height was scaled from a topographic map.
 BN0731
 BN0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0731
 BN0731.The geoid height was determined by GEOID03.
 BN0731
 BN0731;                    North         East     Units Scale Factor Converg.
 BN0731;SPC TX C     - 3,130,134.266   800,890.669   MT  0.99988587   +0 32 35.7
 BN0731;SPC TX C     -10,269,448.84  2,627,588.80   sFT  0.99988587   +0 32 35.7
 BN0731;UTM  14      - 3,411,489.643   473,358.239   MT  0.99960876   -0 08 34.1
 BN0731
 BN0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0731!SPC TX C     -   0.99990636  x   0.99988587  =   0.99979225
 BN0731!UTM  14      -   0.99990636  x   0.99960876  =   0.99951516
 BN0731
 BN0731:                Primary Azimuth Mark                     Grid Az
 BN0731:SPC TX C     -  HOFFMAN AZ MK                            048 15 31.2
 BN0731:UTM  14      -  HOFFMAN AZ MK                            048 56 41.0
 BN0731
 BN0731|---------------------------------------------------------------------|
 BN0731| PID    Reference Object                     Distance      Geod. Az  |
 BN0731|                                                           dddmmss.s |
 BN0731| CV5191 HOFFMAN AZ MK                                      0484806.9 |
 BN0731| CV5192 HOFFMAN RM 1                         22.400 METERS 16612     |
 BN0731| CV5193 HOFFMAN RM 2                         25.978 METERS 26249     |
 BN0731|---------------------------------------------------------------------|
 BN0731
 BN0731                          SUPERSEDED SURVEY CONTROL
 BN0731
 BN0731  NAD 83(1986)-  30 50 10.57058(N)    099 16 42.92764(W) AD(       ) 1
 BN0731  NAD 27      -  30 50 09.93900(N)    099 16 41.72100(W) AD(       ) 1
 BN0731
 BN0731.Superseded values are not recommended for survey control.
 BN0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0731.See file dsdata.txt to determine how the superseded data were derived.
 BN0731
 BN0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV7335811490(NAD 83)
 BN0731_MARKER: DS = TRIANGULATION STATION DISK
 BN0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0731_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0731
 BN0731  HISTORY     - Date     Condition        Report By
 BN0731  HISTORY     - 1935     MONUMENTED       CGS
 BN0731
 BN0731                          STATION DESCRIPTION
 BN0731
 BN0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0731'STATION IS LOCATED ON THE DIVIDE BETWEEN SAN SABA AND LLANO
 BN0731'RIVERS, ABOUT 1 MILE W OF MASON, BRADY U.S. HIGHWAY 385 AT
 BN0731'THE HEAD OF KATEMEY CREEK, ON A HIGH BARE SPACE JUST N OF
 BN0731'FOUR TRIANGULAR BLAZED TREES, 6-1/4 MILES NNW OF MASON, 11
 BN0731'1/2 MILES A LITTLE W OF S OF SAN SABA, AND 5-1/4 MILES SSW
 BN0731'OF KATEMEY.
 BN0731'
 BN0731'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 2 ARE STANDARD
 BN0731'BRONZE DISKS SET IN CONCRETE.
 BN0731'
 BN0731'AZIMUTH MARK AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE
 BN0731'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BN0731'
 BN0731'REFERENCE MARK NO. 1 IS S OF STATION.
 BN0731'
 BN0731'REFERENCE MARK NO. 2 IS SET W OF STATION.
 BN0731'
 BN0731'AZIMUTH MARK IS ABOUT 1.3 MILES ENE OF STATION, REACHED
 BN0731'FROM STATION BY GOING TO ENTRANCE GATE TO LANE OF KASPERS
 BN0731'HOUSE ON U.S. HIGHWAY 385, THEN TURN N ON U.S. HIGHWAY 385
 BN0731'FOR 0.25 MILE TO FIRST HOUSE ON RIGHT.  GO E AROUND N SIDE
 BN0731'OF HOUSE TO GATE IN N-S FENCE LINE.  GO THROUGH GATE AND
 BN0731'FOLLOW DIM PASTURE ROAD SE TO A NE FENCE CORNER 0.2 MILE.
 BN0731'GO S ALONG FENCE FOR 0.45 MILE.  MARK IS SET IN OUTCROPPING
 BN0731'BEDROCK AT W EDGE OF ROCKY HILL E OF FENCE ABOUT 0.15 MILE.
 BN0731'IT IS NECESSARY TO WALK TO TOP OF HILL.
 BN0731'
 BN0731'STATION IS REACHED FROM COURTHOUSE IN MASON BY GOING W AND
 BN0731'N FOR 6.7 MILES ON U.S. HIGHWAY 385 OR 5.5 MILES N OF JUNCTION OF
 BN0731'U.S. HIGHWAY 385 AND STATE HIGHWAY 29 TO TOP OF GRADE IN
 BN0731'GAP, CONTINUE ON HIGHWAY 0.6 MILE TO GATE INTO LANE LEADING
 BN0731'TO GEO. KASPERS HOUSE, ON W SIDE OF ROAD.  THIS POINT IS 6.6
 BN0731'MILES S OF THE MASON-MC CULLOCH COUNTY LINE.  GO W IN LANE
 BN0731'0.3 MILE TO THE KASPER HOUSE.  FROM HOUSE GO S ON DIM ROAD
 BN0731'0.2 MILE TO GATE IN E-W FENCE.  GO THROUGH GATE KEEPING
 BN0731'STRAIGHT AHEAD FOR 200 FEET THEN BEAR RIGHT UP HOLLOW FOR
 BN0731'0.3 MILE, THENCE LEFT UP HOLLOW FOR 0.1 MILE TO TOP OF
 BN0731'DIVIDE AND FOLLOW W ALONG RIDGE 0.2 MILE TO STATION.  IT MAY
 BN0731'BE NECESSARY TO CLEAR BRUSH AND REMOVE A FEW ROCKS TO
 BN0731'DRIVE THIS LAST DISTANCE.
 BN0731'
 BN0731'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0623 ***********************************************************************
 AY0623  DESIGNATION -  HOFFMAN RM 1
 AY0623  PID         -  AY0623
 AY0623  STATE/COUNTY-  TX/BEXAR
 AY0623  USGS QUAD   -  CULEBRA HILL (1993)
 AY0623
 AY0623                         *CURRENT SURVEY CONTROL
 AY0623  ___________________________________________________________________
 AY0623* NAD 83(1986)-  29 23 45.     (N)    098 39 11.     (W)     SCALED    
 AY0623* NAVD 88     -       245.786  (meters)     806.38   (feet)  POSTED    
 AY0623  ___________________________________________________________________
 AY0623  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AY0623  DYNAMIC HT  -         245.430 (meters)     805.21  (feet)  COMP
 AY0623  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 AY0623
 AY0623  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0623
 AY0623.The horizontal coordinates were scaled from a topographic map and have
 AY0623.an estimated accuracy of +/- 6 seconds.
 AY0623
 AY0623.The orthometric height was determined by differential leveling
 AY0623.and adjusted by the National Geodetic Survey in 1992..
 AY0623.No vertical observational check was made to the station.
 AY0623.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0623.was located on a no-check spur therefore a value was not computed.
 AY0623
 AY0623.The geoid height was determined by GEOID03.
 AY0623
 AY0623.The dynamic height is computed by dividing the NAVD 88
 AY0623.geopotential number by the normal gravity value computed on the
 AY0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0623.degrees latitude (g = 980.6199 gals.).
 AY0623
 AY0623.The modeled gravity was interpolated from observed gravity values.
 AY0623
 AY0623;                    North         East    Units  Estimated Accuracy
 AY0623;SPC TXSC     - 4,173,220.      633,670.      MT  (+/- 180 meters Scaled)
 AY0623
 AY0623                          SUPERSEDED SURVEY CONTROL
 AY0623
 AY0623  NGVD 29 (??/??/92)  245.674  (m)          806.02   (f) ADJ UNCH    1 2
 AY0623
 AY0623.Superseded values are not recommended for survey control.
 AY0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0623.See file dsdata.txt to determine how the superseded data were derived.
 AY0623
 AY0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT336518(NAD 83)
 AY0623_MARKER: DR = REFERENCE MARK DISK
 AY0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0623_STAMPING: HOFFMAN NO 1 1953
 AY0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0623+STABILITY: SURFACE MOTION
 AY0623
 AY0623  HISTORY     - Date     Condition        Report By
 AY0623  HISTORY     - 1953     MONUMENTED       CGS
 AY0623  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY0623
 AY0623                          STATION DESCRIPTION
 AY0623
 AY0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0623'IN SAN ANTONIO.
 AY0623'AT SAN ANTONIO, 1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM ITS
 AY0623'JUNCTION WITH LOOP 13 (MILITARY DRIVE), AT THE HOFFMAN SCHOOL, 61 FEET
 AY0623'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 101 FEET NORTHEAST OF THE
 AY0623'NORTH CORNER OF THE SCHOOLHOUSE, 79.4 FEET NORTHEAST OF TRIANGULATION
 AY0623'STATION HOFFMAN 1953, 2 FEET SOUTHEAST OF A STONE POST WHICH IS AT THE
 AY0623'NORTH CORNER OF THE SCHOOL YARD, SET IN THE TOP OF A CONCRETE POST
 AY0623'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0623
 AY0623                          STATION RECOVERY (1999)
 AY0623
 AY0623'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0624 ***********************************************************************
 AY0624  DESIGNATION -  HOFFMAN RM 2
 AY0624  PID         -  AY0624
 AY0624  STATE/COUNTY-  TX/BEXAR
 AY0624  USGS QUAD   -  CULEBRA HILL (1993)
 AY0624
 AY0624                         *CURRENT SURVEY CONTROL
 AY0624  ___________________________________________________________________
 AY0624* NAD 83(1986)-  29 23 45.     (N)    098 39 11.     (W)     SCALED    
 AY0624* NAVD 88     -       245.435  (meters)     805.23   (feet)  POSTED    
 AY0624  ___________________________________________________________________
 AY0624  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AY0624  DYNAMIC HT  -         245.080 (meters)     804.07  (feet)  COMP
 AY0624  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 AY0624
 AY0624  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0624
 AY0624.The horizontal coordinates were scaled from a topographic map and have
 AY0624.an estimated accuracy of +/- 6 seconds.
 AY0624
 AY0624.The orthometric height was determined by differential leveling
 AY0624.and adjusted by the National Geodetic Survey in 1992..
 AY0624.No vertical observational check was made to the station.
 AY0624.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0624.was located on a no-check spur therefore a value was not computed.
 AY0624
 AY0624.The geoid height was determined by GEOID03.
 AY0624
 AY0624.The dynamic height is computed by dividing the NAVD 88
 AY0624.geopotential number by the normal gravity value computed on the
 AY0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0624.degrees latitude (g = 980.6199 gals.).
 AY0624
 AY0624.The modeled gravity was interpolated from observed gravity values.
 AY0624
 AY0624;                    North         East    Units  Estimated Accuracy
 AY0624;SPC TXSC     - 4,173,220.      633,670.      MT  (+/- 180 meters Scaled)
 AY0624
 AY0624                          SUPERSEDED SURVEY CONTROL
 AY0624
 AY0624  NGVD 29 (??/??/92)  245.322  (m)          804.86   (f) ADJ UNCH    1 2
 AY0624
 AY0624.Superseded values are not recommended for survey control.
 AY0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0624.See file dsdata.txt to determine how the superseded data were derived.
 AY0624
 AY0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT336518(NAD 83)
 AY0624_MARKER: DR = REFERENCE MARK DISK
 AY0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0624_STAMPING: HOFFMAN NO 2 1953
 AY0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0624+STABILITY: SURFACE MOTION
 AY0624
 AY0624  HISTORY     - Date     Condition        Report By
 AY0624  HISTORY     - 1953     MONUMENTED       CGS
 AY0624  HISTORY     - 19990617 MARK NOT FOUND   USPSQD
 AY0624
 AY0624                          STATION DESCRIPTION
 AY0624
 AY0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0624'IN SAN ANTONIO.
 AY0624'AT SAN ANTONIO, 1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM ITS
 AY0624'JUNCTION WITH LOOP 13 (MILITARY DRIVE), AT THE HOFFMAN SCHOOL, 195.0
 AY0624'FEET SOUTHEAST OF TRIANGULATION STATION HOFFMAN 1953, 162 FEET EAST OF
 AY0624'THE EAST CORNER OF THE SCHOOLHOUSE, 2 FEET SOUTHWEST OF A FENCE, SET
 AY0624'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AY0624'GROUND.
 AY0624
 AY0624                          STATION RECOVERY (1999)
 AY0624
 AY0624'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1150 ***********************************************************************
 CA1150  DESIGNATION -  HOG
 CA1150  PID         -  CA1150
 CA1150  STATE/COUNTY-  TX/CONCHO
 CA1150  USGS QUAD   -  MILLERSVIEW NW (1987)
 CA1150
 CA1150                         *CURRENT SURVEY CONTROL
 CA1150  ___________________________________________________________________
 CA1150* NAD 83(1993)-  31 23 50.31548(N)    099 55 34.33842(W)     ADJUSTED  
 CA1150* NAVD 88     -       559.1    (meters)    1834.     (feet)  VERTCON   
 CA1150  ___________________________________________________________________
 CA1150  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CA1150  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CA1150
 CA1150  HORZ ORDER  -  SECOND
 CA1150
 CA1150.The horizontal coordinates were established by classical geodetic methods
 CA1150.and adjusted by the National Geodetic Survey in February 1996..
 CA1150
 CA1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1150
 CA1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1150
 CA1150.The geoid height was determined by GEOID03.
 CA1150
 CA1150;                    North         East     Units Scale Factor Converg.
 CA1150;SPC TX C     - 3,191,923.473   738,716.593   MT  0.99990553   +0 12 34.9
 CA1150;SPC TX C     -10,472,168.93  2,423,606.02   sFT  0.99990553   +0 12 34.9
 CA1150;UTM  14      - 3,474,006.005   411,945.802   MT  0.99969563   -0 28 57.2
 CA1150
 CA1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1150!SPC TX C     -   0.99991604  x   0.99990553  =   0.99982158
 CA1150!UTM  14      -   0.99991604  x   0.99969563  =   0.99961170
 CA1150
 CA1150|---------------------------------------------------------------------|
 CA1150| PID    Reference Object                     Distance      Geod. Az  |
 CA1150|                                                           dddmmss.s |
 CA1150| CV5200 HOG RM 1                             14.260 METERS 00231     |
 CA1150| CA1149 WELLS                               APPROX. 4.2 KM 0975950.4 |
 CA1150| CV5201 HOG RM 2                             15.700 METERS 28001     |
 CA1150|---------------------------------------------------------------------|
 CA1150
 CA1150                          SUPERSEDED SURVEY CONTROL
 CA1150
 CA1150  NAD 83(1986)-  31 23 50.32257(N)    099 55 34.32404(W) AD(       ) 2
 CA1150  NAD 27      -  31 23 49.74564(N)    099 55 33.04807(W) AD(       ) 2
 CA1150  NGVD 29 (07/19/86)  559.0    (m)         1834.     (f) VERT ANG       
 CA1150
 CA1150.Superseded values are not recommended for survey control.
 CA1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1150.See file dsdata.txt to determine how the superseded data were derived.
 CA1150
 CA1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1194674006(NAD 83)
 CA1150_MARKER: DD = SURVEY DISK
 CA1150_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA1150+WITH SETTING: INFORMATION.
 CA1150_SP_SET: PREFABRICATED CONCRETE POST
 CA1150
 CA1150  HISTORY     - Date     Condition        Report By
 CA1150  HISTORY     - 1967     MONUMENTED       USGS
 CA1150
 CA1150                          STATION DESCRIPTION
 CA1150
 CA1150'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CA1150'STATION IS LOCATED 12.4 MILES NORTH AND 4.75 MILES WEST OF
 CA1150'EDEN, 7.6 MILES SOUTH AND 0.4 MILES WEST OF PAINT ROCK, 0.7
 CA1150'MILE NORTH OF FARM ROAD 765, ON THE CREST OF A BROAD FLAT
 CA1150'MESQUITE COVERED RIDGE, 7.0 FEET NORTH OF A WITNESS SIGN.
 CA1150'
 CA1150'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND FARM ROAD
 CA1150'380 IN PAINT ROCK GO 8.7 MILES SOUTH ON U.S. HIGHWAY 83 TO
 CA1150'FARM ROAD 765, THENCE RIGHT (WEST) 2.7 MILES ON FARM ROAD
 CA1150'765 TO THE DRAPER GREEN RANCH GATE ON THE RIGHT, THENCE
 CA1150'0.55 MILE NORTH ON PRIVATE ROAD TO GATE.  PASS THRU GATE
 CA1150'AND GO SHARP LEFT (WEST) 0.25 MILE ALONG NORTH SIDE OF EAST-WEST
 CA1150'FENCE TO CREST OF RIDGE.  LEAVE ROAD AND GO 0.15 MILE NORTH
 CA1150'THRU MESQUITE TO STATION SITE.
 CA1150'
 CA1150'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CA1150'STEEL ROD DRIVEN 10.0 FEET, CENTERED IN A 6 INCH DIAMETER
 CA1150'PLASTIC CASING 12 INCHES LONG, FILLED WITH GRAVEL.  THE
 CA1150'TABLET IS SET FLUSH WITH GROUND AND STAMPED HOG ET 1967.
 CA1150'
 CA1150'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMPED TO A
 CA1150'COPPER COATED STEEL ROD DRIVEN 10.0 FEET, CENTERED IN A
 CA1150'6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1150'GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND IS
 CA1150'STAMPED HOG ET 1967 NO. 1.
 CA1150'
 CA1150'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CRIMPED TO A
 CA1150'COPPER COATED STEEL ROD DRIVEN 10.0 FEET, CENTERED IN A 6
 CA1150'INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CA1150'GRAVEL.  THE TABLET IS SET FLUSH WITH GROUND AND IS STAMPED
 CA1150'HOG ET 1967 NO. 2.
 CA1150'
 CA1150'THE DISTANCE BETWEEN REFERENCE MARKS IS 64.87 FEET (19.775 METERS).
 CA1150'
 CA1150'STATION WELLS ET 1967, 2.6 MILES EAST-SOUTHEAST, IS VISIBLE
 CA1150'FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1038 ***********************************************************************
 CT1038  DESIGNATION -  HOG
 CT1038  PID         -  CT1038
 CT1038  STATE/COUNTY-  TX/STEPHENS
 CT1038  USGS QUAD   -  BUCK MOUNTAIN (1982)
 CT1038
 CT1038                         *CURRENT SURVEY CONTROL
 CT1038  ___________________________________________________________________
 CT1038* NAD 83(1993)-  32 41 21.68892(N)    098 58 20.05217(W)     ADJUSTED  
 CT1038* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 CT1038  ___________________________________________________________________
 CT1038  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 CT1038  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CT1038
 CT1038  HORZ ORDER  -  THIRD
 CT1038
 CT1038.The horizontal coordinates were established by classical geodetic methods
 CT1038.and adjusted by the National Geodetic Survey in February 1996..
 CT1038
 CT1038.The orthometric height was scaled from a topographic map.
 CT1038
 CT1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1038
 CT1038.The geoid height was determined by GEOID03.
 CT1038
 CT1038;                    North         East     Units Scale Factor Converg.
 CT1038;SPC TXNC     - 2,113,505.827   555,718.870   MT  0.99989249   -0 15 27.2
 CT1038;SPC TXNC     - 6,934,060.37  1,823,220.99   sFT  0.99989249   -0 15 27.2
 CT1038;UTM  14      - 3,616,850.343   502,602.581   MT  0.99960008   +0 00 54.0
 CT1038
 CT1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1038!SPC TXNC     -   0.99994051  x   0.99989249  =   0.99983301
 CT1038!UTM  14      -   0.99994051  x   0.99960008  =   0.99954061
 CT1038
 CT1038:                Primary Azimuth Mark                     Grid Az
 CT1038:SPC TXNC     -  HIGHWAY                                  097 34 02.7
 CT1038:UTM  14      -  HIGHWAY                                  097 17 41.5
 CT1038
 CT1038|---------------------------------------------------------------------|
 CT1038| PID    Reference Object                     Distance      Geod. Az  |
 CT1038|                                                           dddmmss.s |
 CT1038| CT1037 HIGHWAY                             APPROX. 6.6 KM 0971835.5 |
 CT1038|---------------------------------------------------------------------|
 CT1038
 CT1038                          SUPERSEDED SURVEY CONTROL
 CT1038
 CT1038  NAD 83(1986)-  32 41 21.69552(N)    098 58 20.05507(W) AD(       ) 3
 CT1038  NAD 27      -  32 41 21.24980(N)    098 58 18.81261(W) AD(       ) 3
 CT1038
 CT1038.Superseded values are not recommended for survey control.
 CT1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1038.See file dsdata.txt to determine how the superseded data were derived.
 CT1038
 CT1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB0260316850(NAD 83)
 CT1038_MARKER: DD = SURVEY DISK
 CT1038_SETTING: 66 = SET IN ROCK OUTCROP
 CT1038_SP_SET: SET IN ROCK OUTCROP
 CT1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT1038+STABILITY: POSITION/ELEVATION WELL
 CT1038
 CT1038  HISTORY     - Date     Condition        Report By
 CT1038  HISTORY     - 1960     MONUMENTED       USGS
 CT1038
 CT1038                          STATION DESCRIPTION
 CT1038
 CT1038'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CT1038'STATION LIES ABOUT 4.0 MI. S. AND 4.0 MI. W. OF BRECKENRIDGE, TEXAS,
 CT1038'ON SE. POINT OF HOG MOUNTAIN, 0.1 MI. S. OF E-W. FENCE AT CREST OF
 CT1038'HILL, STATION IS ABOUT 5 FT. LOWER THAN HIGHEST PART OF SE. NOSE OF
 CT1038'HILL.
 CT1038'
 CT1038'TO REACH FROM POST OFFICE IN BRECKENRIDGE, PROCEED S. ALONG U.S.
 CT1038'HIGHWAY 183 FOR 5.5 MI. TO TEXAS FARM ROAD 576, THENCE W. ALONG STATE
 CT1038'FARM ROAD 576 FOR 4.0 MI. TO PRIVATE RD. LEADING N. AT A CURVE, TURN
 CT1038'N. 1.5 MI. TO FARM HOUSE, CONTINUE NW. 0.2 MI. TO RD. FORK, TAKE RIGHT
 CT1038'FORK N. 0.1 MI. TO STOCK TANK AND E-W. FENCE LINE, PROCEED E. ALONG
 CT1038'FENCE LINE 0.3 MI. TO CREST OF HILL AND STATION.
 CT1038'
 CT1038'STATION MARK--STANDARD TABLET CEMENTED IN FLAT ROCK FLUSH WITH GROUND,
 CT1038'STAMPED ---HOG 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2707 ***********************************************************************
 CS2707  DESIGNATION -  HOG
 CS2707  PID         -  CS2707
 CS2707  STATE/COUNTY-  TX/ELLIS
 CS2707  USGS QUAD   -  AVALON (1976)
 CS2707
 CS2707                         *CURRENT SURVEY CONTROL
 CS2707  ___________________________________________________________________
 CS2707* NAD 83(1993)-  32 11 07.69707(N)    096 50 25.98725(W)     ADJUSTED  
 CS2707* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 CS2707  ___________________________________________________________________
 CS2707  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 CS2707  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CS2707
 CS2707  HORZ ORDER  -  SECOND
 CS2707
 CS2707.The horizontal coordinates were established by classical geodetic methods
 CS2707.and adjusted by the National Geodetic Survey in February 1996..
 CS2707
 CS2707.The orthometric height was scaled from a topographic map.
 CS2707
 CS2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2707
 CS2707.The geoid height was determined by GEOID03.
 CS2707
 CS2707;                    North         East     Units Scale Factor Converg.
 CS2707;SPC TXNC     - 2,058,767.728   756,481.277   MT  0.99998597   +0 54 18.2
 CS2707;SPC TXNC     - 6,754,473.79  2,481,888.99   sFT  0.99998597   +0 54 18.2
 CS2707;UTM  14      - 3,563,038.212   703,580.749   MT  1.00011113   +1 09 02.3
 CS2707
 CS2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2707!SPC TXNC     -   0.99997950  x   0.99998597  =   0.99996547
 CS2707!UTM  14      -   0.99997950  x   1.00011113  =   1.00009063
 CS2707
 CS2707:                Primary Azimuth Mark                     Grid Az
 CS2707:SPC TXNC     -  HOG AZ MK                                079 56 02.4
 CS2707:UTM  14      -  HOG AZ MK                                079 41 18.3
 CS2707
 CS2707|---------------------------------------------------------------------|
 CS2707| PID    Reference Object                     Distance      Geod. Az  |
 CS2707|                                                           dddmmss.s |
 CS2707| CY2128 HOG AZ MK                                          0805020.6 |
 CS2707| CY2129 HOG RM 1                             25.491 METERS 08751     |
 CS2707| CS2720 ITALY WATER TANK                    APPROX. 4.7 KM 2663535.6 |
 CS2707| CY2130 HOG RM 2                             30.288 METERS 35825     |
 CS2707|---------------------------------------------------------------------|
 CS2707
 CS2707                          SUPERSEDED SURVEY CONTROL
 CS2707
 CS2707  NAD 83(1986)-  32 11 07.70472(N)    096 50 25.96749(W) AD(       ) 2
 CS2707  NAD 27      -  32 11 07.16900(N)    096 50 24.98300(W) AD(       ) 2
 CS2707
 CS2707.Superseded values are not recommended for survey control.
 CS2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2707.See file dsdata.txt to determine how the superseded data were derived.
 CS2707
 CS2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0358163038(NAD 83)
 CS2707_MARKER: DS = TRIANGULATION STATION DISK
 CS2707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2707
 CS2707  HISTORY     - Date     Condition        Report By
 CS2707  HISTORY     - 1948     MONUMENTED       CGS
 CS2707  HISTORY     - 1978     SEE DESCRIPTION  NGS
 CS2707
 CS2707                          STATION DESCRIPTION
 CS2707
 CS2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WEW)
 CS2707'THE STATION IS LOCATED ABOUT 3.0 MILES EAST OF ITALY ALONG
 CS2707'THE SOUTH SIDE OF STATE HIGHWAY 34.  IT IS 50 FEET SOUTH OF
 CS2707'THE CENTERLINE OF THE HIGHWAY, 7.5 FEET WEST OF A WITNESS POST
 CS2707'AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 2 INCHES
 CS2707'AND THE DISK IS STAMPED HOG 1948.
 CS2707'
 CS2707'REFERENCE MARK NO. 1 IS 83.63 FEET EAST OF THE STATION, 51
 CS2707'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH
 CS2707'OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 CS2707'HOG NO 1 1948.
 CS2707'
 CS2707'REFERENCE MARK NO. 2 IS 99.37 FEET NORTH OF THE STATION, 50
 CS2707'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF
 CS2707'A TELEPHONE POLE AND 2 FEET SOUTH OF THE FENCE.  THE MARK
 CS2707'PROJECTS 6 INCHES AND THE DISK IS STAMPED HOG NO 2 1948.
 CS2707'
 CS2707'AZIMUTH MARK IS ABOUT 0.15 MILE EAST-NORTHEAST OF THE STATION,
 CS2707'40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET
 CS2707'NORTH OF THE FENCE AND 2 FEET WEST OF A WITNESS POST.  THE MARK
 CS2707'PROJECTS 4 INCHES AND THE DISK IS STAMPED HOG 1948.
 CS2707'
 CS2707'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 34 WITH U.S.
 CS2707'HIGHWAY 77 AT THE WEST SIDE OF ITALY, GO EAST ON STATE HIGHWAY 34
 CS2707'FOR 3.1 MILE TO TOP OF RIDGE AND THE STATION ON THE RIGHT.
 CS2707'CONTINUE ON FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AT
 CS2707'CURVE IN THE HIGHWAY.
 CS2707'
 CS2707'A 100 FOOT SIGNAL AT MERTENS IS VISIBLE AT 15 FEET.
 CS2707'
 CS2707'A 74 FOOT SIGNAL AT DUNLAP IS VISIBLE FROM THE GROUND.
 CS2707'
 CS2707'A 50 FOOT SIGNAL AT ITALY IS VISIBLE FROM THE GROUND.
 CS2707'
 CS2707'A 74 FOOT SIGNAL AT FORRESTON IS VISIBLE AT 15 FEET.
 CS2707'
 CS2707'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2707
 CS2707                          STATION RECOVERY (1978)
 CS2707
 CS2707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CS2707'THE STATION SURFACE MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 CS2707'MARK WERE FOUND TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 CS2707'
 CS2707'THE STATION SUB-SURFACE MARK WAS RECOVERED AND FOUND IN GOOD
 CS2707'CONDITION.  THE STATION SUB-SURFACE MARK WOULD ALSO BE DESTROYED IN
 CS2707'THE VERY NEAR FUTURE, BY ROAD CONSTRUCTION.
 CS2707'
 CS2707'HOG 2 WAS ESTABLISHED AND A TRAVERSE TIE MADE BETWEEN THE TWO
 CS2707'STATIONS.
 CS2707'
 CS2707'SEE DESCRIPTION TO HOG 2 1978.
 CS2707'
 CS2707'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ITALY 3-MILES
 CS2707'
 CS2707'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6189 ***********************************************************************
 AW6189  DESIGNATION -  HOG 2
 AW6189  PID         -  AW6189
 AW6189  STATE/COUNTY-  TX/HARRIS
 AW6189  USGS QUAD   -  MORGANS POINT (1993)
 AW6189
 AW6189                         *CURRENT SURVEY CONTROL
 AW6189  ___________________________________________________________________
 AW6189* NAD 83(1993)-  29 41 39.69537(N)    094 58 39.40944(W)     ADJUSTED  
 AW6189* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6189  ___________________________________________________________________
 AW6189  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6189  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6189
 AW6189  HORZ ORDER  -  THIRD
 AW6189
 AW6189.The horizontal coordinates were established by classical geodetic methods
 AW6189.and adjusted by the National Geodetic Survey in February 1996..
 AW6189
 AW6189.The orthometric height was scaled from a topographic map.
 AW6189
 AW6189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6189
 AW6189.The geoid height was determined by GEOID03.
 AW6189
 AW6189;                    North         East     Units Scale Factor Converg.
 AW6189;SPC TXSC     - 4,212,945.205   989,166.507   MT  0.99988285   +1 58 14.2
 AW6189;SPC TXSC     -13,821,971.06  3,245,290.45   sFT  0.99988285   +1 58 14.2
 AW6189;UTM  15      - 3,286,554.909   308,662.478   MT  1.00005173   -0 58 47.8
 AW6189
 AW6189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6189!SPC TXSC     -   1.00000411  x   0.99988285  =   0.99988696
 AW6189!UTM  15      -   1.00000411  x   1.00005173  =   1.00005584
 AW6189
 AW6189|---------------------------------------------------------------------|
 AW6189| PID    Reference Object                     Distance      Geod. Az  |
 AW6189|                                                           dddmmss.s |
 AW6189| CV9886 HOG 2 RM 1                                         02528     |
 AW6189| AW6387 LA PORTE MUNICIPAL TANK             APPROX. 5.5 KM 2332904.0 |
 AW6189| AW6182 NECK                                APPROX. 0.8 KM 2414713.7 |
 AW6189| AW6185 STATE MARKER 1938                     5.940 METERS 24914     |
 AW6189| CV9887 HOG 2 RM 2                                         26140     |
 AW6189| AW6361 BAYTOWN WATER TANK                  APPROX. 4.9 KM 3244655.2 |
 AW6189|---------------------------------------------------------------------|
 AW6189
 AW6189                          SUPERSEDED SURVEY CONTROL
 AW6189
 AW6189  NAD 83(1986)-  29 41 39.71172(N)    094 58 39.39048(W) AD(       ) 3
 AW6189  NAD 27      -  29 41 38.89017(N)    094 58 38.65236(W) AD(       ) 3
 AW6189
 AW6189.Superseded values are not recommended for survey control.
 AW6189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6189.See file dsdata.txt to determine how the superseded data were derived.
 AW6189
 AW6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0866286555(NAD 83)
 AW6189_MARKER: DS = TRIANGULATION STATION DISK
 AW6189_SETTING: 0 = UNSPECIFIED SETTING
 AW6189
 AW6189  HISTORY     - Date     Condition        Report By
 AW6189  HISTORY     - 1930     MONUMENTED       CGS
 AW6189  HISTORY     - 1934     GOOD             TXGS
 AW6189  HISTORY     - 1938     GOOD             CGS
 AW6189  HISTORY     - 1952     GOOD             CGS
 AW6189  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6189  HISTORY     - 19980114 MARK NOT FOUND   USPSQD
 AW6189
 AW6189                          STATION DESCRIPTION
 AW6189
 AW6189'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6189'LOCATED ON MOST E PART OF HOG ISLAND, ABOUT 1/2 MILE S OF
 AW6189'EVERGREEN POINT.  STATION IS ON A LOW SHELL KNOLL COVERED WITH
 AW6189'A THICK GROWTH OF MESQUITE WHICH EXTENDS ABOUT 100 METERS TO THE
 AW6189'SW.  AT 35-1/2 METERS TO THE E IS THE SHORELINE.  TO THE W AND N
 AW6189'IS A LARGE MARSH.  12 METERS TO THE N IS A SMALL 5- BY 8-METER
 AW6189'POND.
 AW6189'
 AW6189'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6189
 AW6189                          STATION RECOVERY (1934)
 AW6189
 AW6189'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6189'DESCRIPTION AND MARKERS SATISFACTORY.
 AW6189
 AW6189                          STATION RECOVERY (1938)
 AW6189
 AW6189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AW6189'A SQUARE CONCRETE POST ABOUT 18 INCHES HIGH IS 6 METERS SW OF
 AW6189'STATION.  THIS POST IS MARKED STATE AND IS LEANING CONSIDERABLY.
 AW6189'
 AW6189'STATION AND REFERENCE MARKS ARE NOT STAMPED.
 AW6189'
 AW6189'REFERENCE MARK 1 IS 11.50 METERS FROM STATION N 25 DEG 29 MIN E.
 AW6189'205 DEG 28 MIN 41 SEC.
 AW6189'
 AW6189'REFERENCE MARK 2 IS 11.55 METERS FROM STATION S 81 DEG 40 MIN W.
 AW6189'81 DEG 40 MIN 13 SEC.
 AW6189
 AW6189                          STATION RECOVERY (1952)
 AW6189
 AW6189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6189'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AW6189'THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION--
 AW6189'STATION IS 2 FEET S OF A 4- BY 4-INCH WHITE WITNESS POST
 AW6189'PROJECTING 18 INCHES.
 AW6189
 AW6189                          STATION RECOVERY (1996)
 AW6189
 AW6189'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6189'MARK NOT FOUND.
 AW6189
 AW6189                          STATION RECOVERY (1998)
 AW6189
 AW6189'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2708 ***********************************************************************
 CS2708  DESIGNATION -  HOG 2
 CS2708  PID         -  CS2708
 CS2708  STATE/COUNTY-  TX/ELLIS
 CS2708  USGS QUAD   -  AVALON (1976)
 CS2708
 CS2708                         *CURRENT SURVEY CONTROL
 CS2708  ___________________________________________________________________
 CS2708* NAD 83(1993)-  32 11 06.93897(N)    096 50 27.79812(W)     ADJUSTED  
 CS2708* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 CS2708  ___________________________________________________________________
 CS2708  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 CS2708  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CS2708
 CS2708  HORZ ORDER  -  THIRD
 CS2708
 CS2708.The horizontal coordinates were established by classical geodetic methods
 CS2708.and adjusted by the National Geodetic Survey in February 1996..
 CS2708.No horizontal observational check was made to the station.
 CS2708
 CS2708.The orthometric height was scaled from a topographic map.
 CS2708
 CS2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2708
 CS2708.The geoid height was determined by GEOID03.
 CS2708
 CS2708;                    North         East     Units Scale Factor Converg.
 CS2708;SPC TXNC     - 2,058,743.630   756,434.217   MT  0.99998602   +0 54 17.2
 CS2708;SPC TXNC     - 6,754,394.73  2,481,734.59   sFT  0.99998602   +0 54 17.2
 CS2708;UTM  14      - 3,563,013.910   703,533.786   MT  1.00011089   +1 09 01.4
 CS2708
 CS2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2708!SPC TXNC     -   0.99997950  x   0.99998602  =   0.99996552
 CS2708!UTM  14      -   0.99997950  x   1.00011089  =   1.00009039
 CS2708
 CS2708|---------------------------------------------------------------------|
 CS2708| PID    Reference Object                     Distance      Geod. Az  |
 CS2708|                                                           dddmmss.s |
 CS2708| CS2707 HOG                                  52.872 METERS 06347     |
 CS2708| CY2131 HOG 2 RM 3                           12.972 METERS 08811     |
 CS2708| CS2699 BLOOMING GROVE MUNICIPAL TANK       APPROX.15.6 KM 1301015.1 |
 CS2708| CS2711 FROST MUNICIPAL TANK                APPROX.12.2 KM 1623137.0 |
 CS2708| CS2720 ITALY WATER TANK                    APPROX. 4.6 KM 2665052.5 |
 CS2708| CY2132 HOG 2 RM 4                           13.038 METERS 26749     |
 CS2708|---------------------------------------------------------------------|
 CS2708
 CS2708                          SUPERSEDED SURVEY CONTROL
 CS2708
 CS2708  NAD 83(1986)-  32 11 06.94662(N)    096 50 27.77837(W) AD(       ) 3
 CS2708  NAD 27      -  32 11 06.41090(N)    096 50 26.79380(W) AD(       ) 3
 CS2708
 CS2708.Superseded values are not recommended for survey control.
 CS2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2708.See file dsdata.txt to determine how the superseded data were derived.
 CS2708
 CS2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA0353463014(NAD 83)
 CS2708_MARKER: DS = TRIANGULATION STATION DISK
 CS2708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CS2708
 CS2708  HISTORY     - Date     Condition        Report By
 CS2708  HISTORY     - 1978     MONUMENTED       NGS
 CS2708  HISTORY     - 1989     GOOD             LOCSUR
 CS2708
 CS2708                          STATION DESCRIPTION
 CS2708
 CS2708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 CS2708'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHWEST OF BLOOMING
 CS2708'GROVE, 3-1/2 MILES SOUTHWEST OF AVALON, 3 MILES EAST OF ITALY AND
 CS2708'ALONG SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 34.
 CS2708'
 CS2708'TO REACH THE STATION FROM THE POST OFFICE IN ITALY, GO EAST ON
 CS2708'STATE HIGHWAY 34 FOR 2.7 MILES TO STATION ON THE RIGHT.
 CS2708'
 CS2708'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST,
 CS2708'THAT IS ABOUT 2-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 CS2708'STAMPED HOG 2 1978.  IT IS 150 FEET EAST OF THE EAST END OF GATE,
 CS2708'28.6 FEET WEST OF HIGHWAY SURVEY STATION 234, 17.6 FEET EAST OF A
 CS2708'HIGH LINE POLE, 10.6 FEET WEST OF THE EYE OF GUYROD TO HIGH LINE
 CS2708'POLE, 1-FOOT NORTH OF THE FENCE LINE AND 1.6 FEET NORTHEAST OF
 CS2708'METAL WITNESS POST.
 CS2708'
 CS2708'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 CS2708'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED HOG 2 NO 3 1978.
 CS2708'IT IS 60.6 FEET EAST OF A HIGH LINE POLE, 32.4 FEET EAST OF THE
 CS2708'EYE OF GUYROD TO HIGH LINE POLE, 14 FEET EAST OF HIGHWAY SURVEY
 CS2708'STATION 234, AND 1-FOOT NORTH OF THE FENCE LINE.
 CS2708'
 CS2708'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A
 CS2708'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED HOG 2
 CS2708'NO 4 1978.  IT IS 107 FEET EAST OF THE EAST END OF GATE, 24 FEET
 CS2708'WEST OF A HIGH LINE POLE AND 1-FOOT NORTH OF THE FENCE LINE.
 CS2708'
 CS2708'NEAREST TOWN--ITALY.
 CS2708
 CS2708                          STATION RECOVERY (1989)
 CS2708
 CS2708'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JN)
 CS2708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0938 ***********************************************************************
 BM0938  DESIGNATION -  HOG MOUNTAIN
 BM0938  PID         -  BM0938
 BM0938  STATE/COUNTY-  TX/BELL
 BM0938  USGS QUAD   -  DING DONG (1979)
 BM0938
 BM0938                         *CURRENT SURVEY CONTROL
 BM0938  ___________________________________________________________________
 BM0938* NAD 83(1993)-  30 55 07.20987(N)    097 46 13.58009(W)     ADJUSTED  
 BM0938* NAVD 88     -       336.     (meters)    1102.     (feet)  SCALED    
 BM0938  ___________________________________________________________________
 BM0938  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 BM0938  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BM0938
 BM0938  HORZ ORDER  -  FIRST
 BM0938
 BM0938.The horizontal coordinates were established by classical geodetic methods
 BM0938.and adjusted by the National Geodetic Survey in February 1996..
 BM0938
 BM0938.The orthometric height was scaled from a topographic map.
 BM0938
 BM0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0938
 BM0938.The geoid height was determined by GEOID03.
 BM0938
 BM0938;                    North         East     Units Scale Factor Converg.
 BM0938;SPC TX C     - 3,141,612.177   944,924.446   MT  0.99988278   +1 19 12.1
 BM0938;SPC TX C     -10,307,105.95  3,100,139.62   sFT  0.99988278   +1 19 12.1
 BM0938;UTM  14      - 3,421,236.308   617,485.146   MT  0.99977026   +0 37 54.6
 BM0938
 BM0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0938!SPC TX C     -   0.99995139  x   0.99988278  =   0.99983417
 BM0938!UTM  14      -   0.99995139  x   0.99977026  =   0.99972166
 BM0938
 BM0938:                Primary Azimuth Mark                     Grid Az
 BM0938:SPC TX C     -  FLORENCE WATER TANK                      192 08 05.1
 BM0938:UTM  14      -  FLORENCE WATER TANK                      192 49 22.6
 BM0938
 BM0938|---------------------------------------------------------------------|
 BM0938| PID    Reference Object                     Distance      Geod. Az  |
 BM0938|                                                           dddmmss.s |
 BM0938| BM0939 FLORENCE WATER TANK                 APPROX. 8.8 KM 1932717.2 |
 BM0938| BM0940 GABRIEL                             APPROX.21.3 KM 2152125.3 |
 BM0938| CV5196 HOG MOUNTAIN RM 2                    17.923 METERS 21920     |
 BM0938| CV5195 HOG MOUNTAIN RM 1                    12.888 METERS 35541     |
 BM0938|---------------------------------------------------------------------|
 BM0938
 BM0938                          SUPERSEDED SURVEY CONTROL
 BM0938
 BM0938  NAD 83(1986)-  30 55 07.21931(N)    097 46 13.56682(W) AD(       ) 1
 BM0938  NAD 27      -  30 55 06.57000(N)    097 46 12.50600(W) AD(       ) 1
 BM0938
 BM0938.Superseded values are not recommended for survey control.
 BM0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0938.See file dsdata.txt to determine how the superseded data were derived.
 BM0938
 BM0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1748521236(NAD 83)
 BM0938_MARKER: DS = TRIANGULATION STATION DISK
 BM0938_SETTING: 66 = SET IN ROCK OUTCROP
 BM0938_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BM0938
 BM0938  HISTORY     - Date     Condition        Report By
 BM0938  HISTORY     - 1943     MONUMENTED       CGS
 BM0938  HISTORY     - 1957     GOOD             AMS
 BM0938
 BM0938                          STATION DESCRIPTION
 BM0938
 BM0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0938'THE STATION IS LOCATED ABOUT 6.0 MILES NE OF FLORENCE, AND
 BM0938'4.0 MILES SW OF YOUNGSPORT, ON THE NE SIDE OF A PROMINENT BRUSHY
 BM0938'HILL, LOCALLY KNOWN AS HOG MOUNTAIN, AND ON LAND OWNED BY JOE
 BM0938'BRUITT, WHO LIVES IN THE FARM HOUSE ABOUT 0.3 MILE NE OF THE
 BM0938'STATION.  IT IS A BRONZE U.S.C. AND G. SURVEY DISK SET IN A
 BM0938'DRILL HOLE IN BEDROCK ABOUT 1.5 BY 3 FEET IN DIAMETER, AND
 BM0938'PROJECTS 2 INCHES.  THE DISK IS STAMPED HOG MT. 1943, AND IS
 BM0938'SET FLUSH WITH THE ROCK SURFACE.
 BM0938'
 BM0938'REFERENCE MARK NO. 1 IS NNE OF THE STATION.  IT IS A BRONZE
 BM0938'DISK SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND, AND
 BM0938'ON THE SAME ELEVATION AS THE STATION.  THE DISK IS STAMPED HOG
 BM0938'MT. NO. 1 1943 AND IS SET FLUSH WITH THE ROCK SURFACE.
 BM0938'
 BM0938'REFERENCE MARK NO. 2 IS WSW OF THE STATION.  IT IS A BRONZE
 BM0938'DISK SET IN A DRILL HOLE IN BEDROCK ABOUT 1 BY 2 FEET IN DIAMETER
 BM0938'AND PROJECTS 3 INCHES.  IT IS 15 FEET N OF A TRIANGULAR-BLAZED
 BM0938'6-INCH SCRUB OAK TREE.  THE DISK IS STAMPED HOG MT. NO. 2 1943,
 BM0938'AND IS SET FLUSH WITH THE ROCK SURFACE.
 BM0938'
 BM0938'NO UNDERGROUND OR AZIMUTH MARKS WERE ESTABLISHED.
 BM0938'
 BM0938'TO REACH THE STATION FROM FLORENCE.  GO NW ON STATE ROUTE 195
 BM0938'FOR 0.95 MILE TO WHERE THE HIGHWAY TURNS LEFT, AND A GRAVEL ROAD
 BM0938'CONTINUES STRAIGHT AHEAD, CONTINUE STRAIGHT ON GRAVEL ROAD FOR
 BM0938'0.95 MILE TO A Y, BEAR RIGHT ON THE YOUNGSPORT ROAD AND GO NE
 BM0938'FOR 4.4 MILES TO THE TOP OF THE HILL, WHERE THE GRAVEL ROAD
 BM0938'MAKES A RIGHT TURN.  THIS IS THE END OF TRUCK TRAVEL.  THE
 BM0938'STATION IS ON THE NE SIDE OF THE HILL THAT IS ABOUT 0.4 MILE
 BM0938'DIRECTLY N OF THE END OF TRUCK TRAVEL.  FROM THIS POINT FOLLOW
 BM0938'N AND S FENCE LINE N TO THE BASE OF THE HILL, THENCE UP ROCKY
 BM0938'SLOPE TO THE TOP OF THE HILL, AND BEAR NORTHEASTERLY TO THE
 BM0938'NE SIDE TO A SMALL CLEARING AND STATION.
 BM0938'
 BM0938'NOTE--A 24-FOOT WOODEN STAND REQUIRED TO CLEAR ALL LINES.
 BM0938'PACK IS ABOUT 0.5 MILE AND WILL TAKE ABOUT 20 MINUTES.
 BM0938'
 BM0938'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 BM0938
 BM0938                          STATION RECOVERY (1957)
 BM0938
 BM0938'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BM0938'THE MARK IS A U.S.C. AND G.S. DISK SET IN BEDROCK PROJECTING
 BM0938'0.2 FOOT.  THE MARK AND THE ACCOMPANYING REFERENCE MARKS BOTH
 BM0938'NOS. 1 AND 2 WERE RECOVERED AS DESCRIBED WITH THE FOLLOWING
 BM0938'ADDITIONS--31 FEET N OF LONE BUSH, 4 FEET NE OF SMALL EVERGREEN
 BM0938'TREE, 37.5 FEET E OF EVERGREEN TREE, 23 FEET W OF TIP OF
 BM0938'EVERGREEN TREE, AND 13 FEET S OF S TIP OF BRUSHLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0698 ***********************************************************************
 BN0698  DESIGNATION -  HOG MTN
 BN0698  PID         -  BN0698
 BN0698  STATE/COUNTY-  TX/LLANO
 BN0698  USGS QUAD   -  SCOTTS CROSSING (1960)
 BN0698
 BN0698                         *CURRENT SURVEY CONTROL
 BN0698  ___________________________________________________________________
 BN0698* NAD 83(1993)-  30 41 27.30735(N)    098 46 10.55681(W)     ADJUSTED  
 BN0698* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 BN0698  ___________________________________________________________________
 BN0698  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BN0698  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 BN0698
 BN0698  HORZ ORDER  -  SECOND
 BN0698
 BN0698.The horizontal coordinates were established by classical geodetic methods
 BN0698.and adjusted by the National Geodetic Survey in February 1996..
 BN0698
 BN0698.The orthometric height was scaled from a topographic map.
 BN0698
 BN0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0698
 BN0698.The geoid height was determined by GEOID03.
 BN0698
 BN0698;                    North         East     Units Scale Factor Converg.
 BN0698;SPC TX C     - 3,114,596.536   849,802.328   MT  0.99989634   +0 48 19.5
 BN0698;SPC TX C     -10,218,472.14  2,788,059.80   sFT  0.99989634   +0 48 19.5
 BN0698;UTM  14      - 3,395,371.428   522,066.117   MT  0.99960601   +0 07 03.4
 BN0698
 BN0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0698!SPC TX C     -   0.99993781  x   0.99989634  =   0.99983415
 BN0698!UTM  14      -   0.99993781  x   0.99960601  =   0.99954384
 BN0698
 BN0698:                Primary Azimuth Mark                     Grid Az
 BN0698:SPC TX C     -  LLANO MUNICIPAL TANK                     051 55 25.3
 BN0698:UTM  14      -  LLANO MUNICIPAL TANK                     052 36 41.4
 BN0698
 BN0698|---------------------------------------------------------------------|
 BN0698| PID    Reference Object                     Distance      Geod. Az  |
 BN0698|                                                           dddmmss.s |
 BN0698| BN0683 LLANO MUNICIPAL TANK                APPROX.11.0 KM 0524344.8 |
 BN0698| BN0696 LLANO COUNTY CTHSE CLOCK TOWER      APPROX.11.1 KM 0534650.8 |
 BN0698| BN0695 LLANO MUNICIPAL STANDPIPE           APPROX.10.8 KM 0565147.2 |
 BN0698| CV5198 HOG MTN RM 1                         10.040 METERS 21518     |
 BN0698| CV5197 HOG MTN AZ MK                                      2304918.5 |
 BN0698| CV5199 HOG MTN RM 2                          5.556 METERS 31702     |
 BN0698|---------------------------------------------------------------------|
 BN0698
 BN0698                          SUPERSEDED SURVEY CONTROL
 BN0698
 BN0698  NAD 83(1986)-  30 41 27.31799(N)    098 46 10.54296(W) AD(       ) 2
 BN0698  NAD 27      -  30 41 26.67020(N)    098 46 09.39650(W) AD(       ) 2
 BN0698
 BN0698.Superseded values are not recommended for survey control.
 BN0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0698.See file dsdata.txt to determine how the superseded data were derived.
 BN0698
 BN0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU2206695371(NAD 83)
 BN0698_MARKER: DS = TRIANGULATION STATION DISK
 BN0698_SETTING: 66 = SET IN ROCK OUTCROP
 BN0698
 BN0698  HISTORY     - Date     Condition        Report By
 BN0698  HISTORY     - 1956     MONUMENTED       CGS
 BN0698
 BN0698                          STATION DESCRIPTION
 BN0698
 BN0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0698'THE STATION IS LOCATED ON THE SUMMIT OF A MOUNTAIN KNOWN AS
 BN0698'HOG MOUNTAIN, ABOUT 7 MILES SOUTHWEST OF LLANO, 2-1/4 MILES
 BN0698'SOUTH OF FARM ROAD 152, AND ON LAND OWNED BY MESSRS.  E.H.
 BN0698'AND J.D. SLATER.
 BN0698'
 BN0698'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16
 BN0698'AND FARM ROAD 152 AT THE NORTHEAST CORNER OF THE COURTHOUSE
 BN0698'SQUARE IN LLANO, GO WESTERLY ON FARM ROAD 152 (MACADAM) FOR
 BN0698'6.3 MILES TO TWO GATES ON THE LEFT AND A ROAD RIGHT THROUGH
 BN0698'A GRANITE ARCH-WAY LEADING TO THE SLATERS FARM HOME, TURN
 BN0698'LEFT (SOUTH) AND PASS THROUGH THE EAST GATE AND CONTINUE
 BN0698'ON THE MAIN DIRT ROAD FOR 1.6 MILES TO AN OLD RANCH HOUSE
 BN0698'ON THE NORTH SIDE OF THE CREEK, CROSS CREEK AND FOLLOW A
 BN0698'DIM TRACK ROAD FOR 0.75 MILE TO A ROAD FORK ABOUT 75 FEET
 BN0698'BEFORE REACHING A BOARD GATE, CONTINUE ON THE LEFT ROAD
 BN0698'(DIRT) FOR 0.8 MILE TO A LARGE ROCK ON THE RIGHT AND THE
 BN0698'AZIMUTH MARK AS DESCRIBED BELOW, CONTINUE ON DIRT ROAD FOR
 BN0698'0.4 MILE TO A ROAD FORK ABOUT 75 FEET BEFORE REACHING A
 BN0698'GATE, TURN LEFT AND FOLLOW A TRACK ROAD FOR 0.2 MILE TO A
 BN0698'TRIANGLE BLAZED TREE ON THE RIGHT, TURN LEFT
 BN0698'(NORTH-NORTHEAST) ACROSS PASTURE LAND FOR 0.4 MILE TO THE
 BN0698'SOUTHWEST BASE OF A LOW MOUNTAIN AND THE END OF TRUCK
 BN0698'TRAVEL.  PACK NORTHEASTERLY TO THE HIGHEST POINT AND THE
 BN0698'STATION.  A 10 MINUTE PACK.
 BN0698'
 BN0698'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0698'AND THE DISK IS STAMPED HOG MTN 1956.
 BN0698'
 BN0698'REFERENCE MARK 1 IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0698'AND THE DISK IS STAMPED HOG MTN NO 1 1956.
 BN0698'
 BN0698'REFERENCE MARK 2 IS FLUSH WITH THE SURFACE OF THE BEDROCK
 BN0698'WHICH PROTRUDES ABOUT 12 INCHES.  THE DISK IS STAMPED HOG
 BN0698'MTN NO 2 1956.
 BN0698'
 BN0698'THE AZIMUTH MARK IS 6 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS
 BN0698'POST.  THE DISK IS SET FLUSH WITH THE SURFACE OF THE BEDROCK
 BN0698'WHICH PROTRUDES ABOUT 5 FEET.  THE DISK IS STAMPED HOG MTN
 BN0698'1956.
 BN0698'
 BN0698'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2599 ***********************************************************************
 AX2599  DESIGNATION -  HOG SPRINGS
 AX2599  PID         -  AX2599
 AX2599  STATE/COUNTY-  TX/BASTROP
 AX2599  USGS QUAD   -  RED ROCK (1981)
 AX2599
 AX2599                         *CURRENT SURVEY CONTROL
 AX2599  ___________________________________________________________________
 AX2599* NAD 83(1993)-  29 54 39.21950(N)    097 24 58.79197(W)     ADJUSTED  
 AX2599* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 AX2599  ___________________________________________________________________
 AX2599  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AX2599  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2599
 AX2599  HORZ ORDER  -  THIRD
 AX2599
 AX2599.The horizontal coordinates were established by classical geodetic methods
 AX2599.and adjusted by the National Geodetic Survey in February 1996..
 AX2599
 AX2599.The orthometric height was scaled from a topographic map.
 AX2599
 AX2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2599
 AX2599.The geoid height was determined by GEOID03.
 AX2599
 AX2599;                    North         East     Units Scale Factor Converg.
 AX2599;SPC TX C     - 3,030,768.641   981,686.774   MT  1.00006129   +1 30 08.7
 AX2599;SPC TX C     - 9,943,446.78  3,220,750.69   sFT  1.00006129   +1 30 08.7
 AX2599;SPC TXSC     - 4,231,287.668   752,920.761   MT  0.99991362   +0 46 33.1
 AX2599;SPC TXSC     -13,882,149.62  2,470,207.53   sFT  0.99991362   +0 46 33.1
 AX2599;UTM  14      - 3,309,965.570   652,887.329   MT  0.99988840   +0 47 23.5
 AX2599
 AX2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2599!SPC TX C     -   0.99996924  x   1.00006129  =   1.00003052
 AX2599!SPC TXSC     -   0.99996924  x   0.99991362  =   0.99988286
 AX2599!UTM  14      -   0.99996924  x   0.99988840  =   0.99985764
 AX2599
 AX2599:                Primary Azimuth Mark                     Grid Az
 AX2599:SPC TX C     -  TEXAS HILL                               334 01 40.6
 AX2599:SPC TXSC     -  TEXAS HILL                               334 45 16.2
 AX2599:UTM  14      -  TEXAS HILL                               334 44 25.8
 AX2599
 AX2599|---------------------------------------------------------------------|
 AX2599| PID    Reference Object                     Distance      Geod. Az  |
 AX2599|                                                           dddmmss.s |
 AX2599| BM0904 TEXAS HILL                          APPROX.28.4 KM 3353149.3 |
 AX2599|---------------------------------------------------------------------|
 AX2599
 AX2599                          SUPERSEDED SURVEY CONTROL
 AX2599
 AX2599  NAD 83(1986)-  29 54 39.23533(N)    097 24 58.77857(W) AD(       ) 3
 AX2599  NAD 27      -  29 54 38.43674(N)    097 24 57.79927(W) AD(       ) 3
 AX2599
 AX2599.Superseded values are not recommended for survey control.
 AX2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2599.See file dsdata.txt to determine how the superseded data were derived.
 AX2599
 AX2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU5288709966(NAD 83)
 AX2599
 AX2599  HISTORY     - Date     Condition        Report By
 AX2599  HISTORY     - UNK      MONUMENTED
 AX2599  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2599
 AX2599                          STATION DESCRIPTION
 AX2599
 AX2599'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2599'THE STATION SITE IS ACTUALLY 4 MI. SE. OF RED ROCK.  THE HILL WAS
 AX2599'VISITED AND NO SIGN OF THE OLD STATION MARK FOUND.  THE HILL IS NOW
 AX2599'CLEAR OF ROCK AND PARTLY OF TIMBER, THUS VERIFYING BULLDOZER ACTIVITY.
 AX2599'
 AX2599'STATION REPORTEDLY DESTROYED MANY YEARS AGO BY BULLDOZERS.
 AX2599'
 AX2599'AUTHORITY--MR. M. V. PETTY, BOX 25, RED ROCK, TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2707 ***********************************************************************
 BY2707  DESIGNATION -  HOGG
 BY2707  PID         -  BY2707
 BY2707  STATE/COUNTY-  TX/CHEROKEE
 BY2707  USGS QUAD   -  ATOY (1973)
 BY2707
 BY2707                         *CURRENT SURVEY CONTROL
 BY2707  ___________________________________________________________________
 BY2707* NAD 83(1993)-  31 48 15.11931(N)    095 06 59.98813(W)     ADJUSTED  
 BY2707* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 BY2707  ___________________________________________________________________
 BY2707  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BY2707  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY2707
 BY2707  HORZ ORDER  -  SECOND
 BY2707
 BY2707.The horizontal coordinates were established by classical geodetic methods
 BY2707.and adjusted by the National Geodetic Survey in February 1996..
 BY2707
 BY2707.The orthometric height was scaled from a topographic map.
 BY2707
 BY2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2707
 BY2707.The geoid height was determined by GEOID03.
 BY2707
 BY2707;                    North         East     Units Scale Factor Converg.
 BY2707;SPC TX C     - 3,248,546.108 1,193,793.137   MT  0.99997970   +2 41 12.8
 BY2707;SPC TX C     -10,657,938.36  3,916,636.32   sFT  0.99997970   +2 41 12.8
 BY2707;SPC TXNC     - 2,020,411.162   920,358.660   MT  1.00010740   +1 50 42.9
 BY2707;SPC TXNC     - 6,628,632.29  3,019,543.37   sFT  1.00010740   +1 50 42.9
 BY2707;UTM  15      - 3,520,684.195   299,625.715   MT  1.00009519   -1 06 57.2
 BY2707
 BY2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2707!SPC TX C     -   0.99996853  x   0.99997970  =   0.99994824
 BY2707!SPC TXNC     -   0.99996853  x   1.00010740  =   1.00007593
 BY2707!UTM  15      -   0.99996853  x   1.00009519  =   1.00006372
 BY2707
 BY2707|---------------------------------------------------------------------|
 BY2707| PID    Reference Object                     Distance      Geod. Az  |
 BY2707|                                                           dddmmss.s |
 BY2707| CV7724 HOGG RM 1                            23.770 METERS 25424     |
 BY2707| CV7723 HOGG AZ MK                                         3171426.9 |
 BY2707| BY2706 RUSK LOOKOUT TOWER 1942              22.946 METERS 34323     |
 BY2707|---------------------------------------------------------------------|
 BY2707
 BY2707                          SUPERSEDED SURVEY CONTROL
 BY2707
 BY2707  NAD 83(1986)-  31 48 15.12959(N)    095 06 59.97416(W) AD(       ) 2
 BY2707  NAD 27      -  31 48 14.50850(N)    095 06 59.17810(W) AD(       ) 2
 BY2707
 BY2707.Superseded values are not recommended for survey control.
 BY2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2707.See file dsdata.txt to determine how the superseded data were derived.
 BY2707
 BY2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR9962620684(NAD 83)
 BY2707_MARKER: DS = TRIANGULATION STATION DISK
 BY2707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2707
 BY2707  HISTORY     - Date     Condition        Report By
 BY2707  HISTORY     - 1958     MONUMENTED       CGS
 BY2707
 BY2707                          STATION DESCRIPTION
 BY2707
 BY2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2707'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE YARD
 BY2707'OF THE RUSK, TEXAS STATE FOREST SERVICE, LOOKOUT TOWER, ABOUT
 BY2707'2 MILES EAST OF RUSK.  IT IS 75 FEET SOUTH-SOUTHEAST OF THE
 BY2707'CENTER OF THE LOOKOUT TOWER AND 5 FEET NORTH OF A WITNESS
 BY2707'POST.  IT IS A FLUSH MARK AND IS STAMPED HOGG 1958.
 BY2707'
 BY2707'REFERENCE MARK NO. 1 IS IN THE SOUTHWEST CORNER OF THE YARD
 BY2707'AND 23 FEET EAST OF THE CENTER OF THE DIRT ROAD.  IT IS A
 BY2707'FLUSH MARK AND IS STAMPED HOGG NO 1 1958.
 BY2707'
 BY2707'REFERENCE MARK NO. 2 IS UNDER THE CENTER OF THE LOOKOUT
 BY2707'TOWER.  IT IS A FLUSH MARK AND IS STAMPED HOGG NO 2 1958.
 BY2707'
 BY2707'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BY2707'NO. 2 IS 107.5 FEET.
 BY2707'
 BY2707'THE AZIMUTH MARK IS NEAR A FARM HOUSE, 46 FEET EAST OF THE
 BY2707'CENTER OF A DRIVEWAY, 24 FEET SOUTH OF THE CENTER OF THE DIRT
 BY2707'ROAD AND 3 FEET EAST OF A FENCE CORNER.  IT IS A FLUSH MARK
 BY2707'AND IS STAMPED HOGG 1958.
 BY2707'
 BY2707'THE TEXAS STATE FOREST SERVICE, LOOKOUT TOWER IS A GLASS
 BY2707'ENCLOSED CAB SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE.
 BY2707'THE OVER-ALL HEIGHT IS ABOUT 112 FEET.
 BY2707'
 BY2707'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 69
 BY2707'AND 84, AND STATE ROAD 110 IN THE EAST PART OF RUSK, GO EAST
 BY2707'ON U.S. HIGHWAY 84 AND STATE ROAD 110 FOR 0.9 MILE TO THE
 BY2707'FORKS OF U.S. HIGHWAY 84 AND STATE ROAD 110, TAKE THE RIGHT
 BY2707'FORK, HIGHWAY 84 AND GO 0.55 MILE TO A DIRT ROAD RIGHT AND
 BY2707'SIGN, JIM HOGG STATE PARK.  TURN RIGHT ON THE DIRT ROAD AND
 BY2707'GO 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 BY2707'CONTINUE ON THE DIRT ROAD FOR 0.1 MILE TO A FORKS, TAKE THE
 BY2707'RIGHT FORK AND GO 0.25 MILE TO THE LOOKOUT TOWER AND THE
 BY2707'STATION ON THE LEFT.
 BY2707'
 BY2707'OBSERVATIONS WERE MADE FROM A 90 FOOT TOWER.
 BY2707'
 BY2707'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6727 ***********************************************************************
 AW6727  DESIGNATION -  HOGG C
 AW6727  PID         -  AW6727
 AW6727  STATE/COUNTY-  TX/HARRIS
 AW6727  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6727
 AW6727                         *CURRENT SURVEY CONTROL
 AW6727  ___________________________________________________________________
 AW6727* NAD 83(1993)-  29 47 26.84474(N)    095 23 07.03959(W)     ADJUSTED  
 AW6727* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 AW6727  ___________________________________________________________________
 AW6727  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW6727  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW6727
 AW6727  HORZ ORDER  -  SECOND
 AW6727
 AW6727.The horizontal coordinates were established by classical geodetic methods
 AW6727.and adjusted by the National Geodetic Survey in February 1996..
 AW6727
 AW6727.The orthometric height was scaled from a topographic map.
 AW6727
 AW6727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6727
 AW6727.The geoid height was determined by GEOID03.
 AW6727
 AW6727;                    North         East     Units Scale Factor Converg.
 AW6727;SPC TXSC     - 4,222,340.176   949,406.863   MT  0.99989479   +1 46 15.2
 AW6727;SPC TXSC     -13,852,794.39  3,114,845.68   sFT  0.99989479   +1 46 15.2
 AW6727;UTM  15      - 3,297,988.990   269,429.435   MT  1.00025598   -1 11 08.2
 AW6727
 AW6727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6727!SPC TXSC     -   1.00000163  x   0.99989479  =   0.99989642
 AW6727!UTM  15      -   1.00000163  x   1.00025598  =   1.00025761
 AW6727
 AW6727                          SUPERSEDED SURVEY CONTROL
 AW6727
 AW6727  NAD 83(1986)-  29 47 26.85918(N)    095 23 07.02080(W) AD(       ) 2
 AW6727  NAD 27      -  29 47 26.04116(N)    095 23 06.24186(W) AD(       ) 2
 AW6727
 AW6727.Superseded values are not recommended for survey control.
 AW6727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6727.See file dsdata.txt to determine how the superseded data were derived.
 AW6727
 AW6727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6942997989(NAD 83)
 AW6727_MARKER: I = METAL ROD
 AW6727_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AW6727_SP_SET: OBJECT DRIVEN INTO GROUND
 AW6727
 AW6727  HISTORY     - Date     Condition        Report By
 AW6727  HISTORY     - 1968     MONUMENTED       HLPCO
 AW6727
 AW6727                          STATION DESCRIPTION
 AW6727
 AW6727'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1968 (JLC)
 AW6727'THE STATION IS LOCATED ON THE JAMES S. HOGG JUNIOR HIGH SCHOOL AT
 AW6727'1100 MERRILL STREET, ABOUT 2-1/2 MILES NORTHWEST OF THE CENTER OF
 AW6727'HOUSTON, 1 MILE NORTH OF INTERSTATE HIGHWAY 10 AND 3/4 MILE WEST OF
 AW6727'THE JUNCTION OF NORTH MAIN AND INTERSTATE HIGHWAY 45.
 AW6727'
 AW6727'HOGG C IS A 3/4 INCH IRON ROD WHICH IS 3 INCHES BELOW THE GROUND
 AW6727'SURFACE.  IT IS 25 FEET SOUTH OF THE CENTER OF E 11TH STREET, 24
 AW6727'FEET WEST OF THE CENTER OF PINERIDGE STREET, 8.1 FEET NORTH OF THE
 AW6727'NORTHEAST CORNER OF THE CHAIN LINK FENCE AND 1.1 FEET WEST OF THE
 AW6727'WEST EDGE OF A CONCRETE SIDEWALK.
 AW6727'
 AW6727'HEIGHT OF LIGHT ABOVE STATION MARK 2.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6721 ***********************************************************************
 AW6721  DESIGNATION -  HOGG HL P 1938
 AW6721  PID         -  AW6721
 AW6721  STATE/COUNTY-  TX/HARRIS
 AW6721  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6721
 AW6721                         *CURRENT SURVEY CONTROL
 AW6721  ___________________________________________________________________
 AW6721* NAD 83(1993)-  29 47 22.33625(N)    095 23 10.52513(W)     ADJUSTED  
 AW6721* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 AW6721  ___________________________________________________________________
 AW6721  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW6721  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW6721
 AW6721  HORZ ORDER  -  FIRST
 AW6721
 AW6721.The horizontal coordinates were established by classical geodetic methods
 AW6721.and adjusted by the National Geodetic Survey in February 1996..
 AW6721
 AW6721.The orthometric height was scaled from a topographic map.
 AW6721
 AW6721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6721
 AW6721.The geoid height was determined by GEOID03.
 AW6721
 AW6721;                    North         East     Units Scale Factor Converg.
 AW6721;SPC TXSC     - 4,222,198.542   949,317.592   MT  0.99989462   +1 46 13.5
 AW6721;SPC TXSC     -13,852,329.72  3,114,552.80   sFT  0.99989462   +1 46 13.5
 AW6721;UTM  15      - 3,297,852.099   269,332.942   MT  1.00025653   -1 11 09.8
 AW6721
 AW6721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6721!SPC TXSC     -   1.00000163  x   0.99989462  =   0.99989625
 AW6721!UTM  15      -   1.00000163  x   1.00025653  =   1.00025816
 AW6721
 AW6721:                Primary Azimuth Mark                     Grid Az
 AW6721:SPC TXSC     -  HOUSTON TEXTILE CO WATER TANK            013 56 59.5
 AW6721:UTM  15      -  HOUSTON TEXTILE CO WATER TANK            016 54 22.8
 AW6721
 AW6721|---------------------------------------------------------------------|
 AW6721| PID    Reference Object                     Distance      Geod. Az  |
 AW6721|                                                           dddmmss.s |
 AW6721| AW6722 HOUSTON TEXTILE CO WATER TANK       APPROX. 3.5 KM 0154313.0 |
 AW6721| AW6703 HOUSTON KKP 585 RAD MAST            APPROX. 1.8 KM 0623824.9 |
 AW6721| AW6725 HOUSTON ST MARK METH CH SPIRE       APPROX. 0.8 KM 0832353.4 |
 AW6721| AW6697 HOUSTON 5TH AND WARD ST TANK        APPROX. 3.9 KM 0935928.0 |
 AW6721| AW6648 HOUSTON MERCHANTS AND MFG S TK      APPROX. 3.7 KM 1350111.0 |
 AW6721| AW6700 HOUSTON KKC 381 RAD MAST            APPROX. 4.2 KM 1403000.9 |
 AW6721| AW6653 HOUSTON POLICE RADIO MAST           APPROX. 3.1 KM 1494449.8 |
 AW6721| AW6701 HOUSTON KODA RAD MAST               APPROX. 4.0 KM 1523035.5 |
 AW6721| AW6718 HOUSTON MUNICIPAL TANK              APPROX. 3.9 KM 2071914.5 |
 AW6721| AW6733 HOUSTON ALL SS CATH CH SPIRE        APPROX. 1.0 KM 2663316.8 |
 AW6721| AW6734 HOUSTON BAP TEMPLE CH TOWER         APPROX. 2.1 KM 3184150.2 |
 AW6721|---------------------------------------------------------------------|
 AW6721
 AW6721                          SUPERSEDED SURVEY CONTROL
 AW6721
 AW6721  NAD 83(1986)-  29 47 22.35070(N)    095 23 10.50633(W) AD(       ) 1
 AW6721  NAD 27      -  29 47 21.53250(N)    095 23 09.72727(W) AD(       ) 1
 AW6721
 AW6721.Superseded values are not recommended for survey control.
 AW6721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6721.See file dsdata.txt to determine how the superseded data were derived.
 AW6721
 AW6721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6933397852(NAD 83)
 AW6721_MARKER: DD = SURVEY DISK
 AW6721_SETTING: 0 = UNSPECIFIED SETTING
 AW6721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6721
 AW6721  HISTORY     - Date     Condition        Report By
 AW6721  HISTORY     - 1938     MONUMENTED       HLPCO
 AW6721  HISTORY     - 1952     GOOD             CGS
 AW6721  HISTORY     - 1955     GOOD             TXHD
 AW6721  HISTORY     - 1968     GOOD             CGS
 AW6721
 AW6721                          STATION DESCRIPTION
 AW6721
 AW6721'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6721'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 AW6721'FOLLOWS--
 AW6721'
 AW6721'STATION IS LOCATED IN NW HOUSTON, ON MERRILL STREET BETWEEN
 AW6721'OAK RIDGE AND PINE RIDGE, AT THE JAMES S. HOGG, JR. HIGH
 AW6721'SCHOOL, ON THE ROOF OF THE MOST W PENTHOUSE ON THE N WING
 AW6721'OF THE BUILDING.
 AW6721'
 AW6721'STATION MARK IS AN H.L. AND P. CO. BRONZE DISK, STAMPED HOGG
 AW6721'1938 AND SET FLUSH IN THE CENTER OF THE ROOF.
 AW6721
 AW6721                          STATION RECOVERY (1955)
 AW6721
 AW6721'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (SAM)
 AW6721'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1952 RECOVERY
 AW6721'NOTE IS COMPLETE.
 AW6721
 AW6721                          STATION RECOVERY (1968)
 AW6721
 AW6721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6721'HOGG (HLPCO) B AND HOGG (HLPCO) C ARE (HLPCO) DISTANCES.
 AW6721'
 AW6721'THE STATION IS LOCATED ON THE JAMES S. HOGG JUNIOR HIGH SCHOOL AT
 AW6721'1100 MERRILL STREET, ABOUT 2-1/2 MILES NORTHWEST OF THE CENTER OF
 AW6721'HOUSTON, 1 MILE NORTH OF INTERSTATE HIGHWAY 10 AND 3/4 MILE WEST
 AW6721'OF THE JUNCTION OF NORTH MAIN AND INTERSTATE HIGHWAY 45.
 AW6721'
 AW6721'THE STATION MARK IS A HOUSTON LIGHTING AND POWER COMPANY BRONZE
 AW6721'TRIANGULATION DISK STAMPED HOGG 1938, SET IN TAR IN THE ROOF OF THE
 AW6721'MOST WESTERLY PENTHOUSE OF THE NORTH WING OF THE SCHOOL.
 AW6721'
 AW6721'HOGG B IS A HOUSTON LIGHTING AND POWER COMPANY BRONZE TRIANGULATION
 AW6721'STATION BRONZE DISK ATTACHED TO A 2-INCH SQUARE IRON POST FLUSH
 AW6721'WITH THE GROUND.  THE DISK IS STAMPED HOGG NO 1 1938.  IT IS 25
 AW6721'FEET SOUTH OF THE CENTER OF E 11TH STREET, 24 FEET EAST OF THE
 AW6721'CENTER OF OAK RIDGE STREET, 7.1 FEET WEST OF THE CENTER OF A FIRE
 AW6721'HYDRANT AND 8 FEET NORTH OF THE NORTHWEST CORNER OF A CHAIN LINK
 AW6721'FENCE WHICH LEADS AROUND THE SCHOOL.
 AW6721'
 AW6721'HOGG C IS A 3/4 INCH IRON ROD WHICH IS 3 INCHES BELOW THE GROUND
 AW6721'SURFACE.  IT IS 25 FEET SOUTH OF THE CENTER OF E 11TH STREET, 24
 AW6721'FEET WEST OF THE CENTER OF PINERIDGE STREET, 8.1 FEET NORTH OF THE
 AW6721'NORTHEAST CORNER OF THE CHAIN LINK FENCE AND 1.1 FEET WEST OF
 AW6721'THE WEST EDGE OF A CONCRETE SIDEWALK.
 AW6721'
 AW6721'HEIGHT OF LIGHT ABOVE STATION MARK 2.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6729 ***********************************************************************
 AW6729  DESIGNATION -  HOGG HL P B 1938
 AW6729  PID         -  AW6729
 AW6729  STATE/COUNTY-  TX/HARRIS
 AW6729  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6729
 AW6729                         *CURRENT SURVEY CONTROL
 AW6729  ___________________________________________________________________
 AW6729* NAD 83(1993)-  29 47 26.76918(N)    095 23 12.65331(W)     ADJUSTED  
 AW6729* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 AW6729  ___________________________________________________________________
 AW6729  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW6729  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW6729
 AW6729  HORZ ORDER  -  SECOND
 AW6729
 AW6729.The horizontal coordinates were established by classical geodetic methods
 AW6729.and adjusted by the National Geodetic Survey in February 1996..
 AW6729
 AW6729.The orthometric height was scaled from a topographic map.
 AW6729
 AW6729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6729
 AW6729.The geoid height was determined by GEOID03.
 AW6729
 AW6729;                    North         East     Units Scale Factor Converg.
 AW6729;SPC TXSC     - 4,222,333.193   949,256.250   MT  0.99989479   +1 46 12.5
 AW6729;SPC TXSC     -13,852,771.48  3,114,351.55   sFT  0.99989479   +1 46 12.5
 AW6729;UTM  15      - 3,297,989.784   269,278.608   MT  1.00025684   -1 11 11.0
 AW6729
 AW6729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6729!SPC TXSC     -   1.00000163  x   0.99989479  =   0.99989642
 AW6729!UTM  15      -   1.00000163  x   1.00025684  =   1.00025847
 AW6729
 AW6729                          SUPERSEDED SURVEY CONTROL
 AW6729
 AW6729  NAD 83(1986)-  29 47 26.78362(N)    095 23 12.63450(W) AD(       ) 2
 AW6729  NAD 27      -  29 47 25.96556(N)    095 23 11.85544(W) AD(       ) 2
 AW6729
 AW6729.Superseded values are not recommended for survey control.
 AW6729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6729.See file dsdata.txt to determine how the superseded data were derived.
 AW6729
 AW6729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6927997990(NAD 83)
 AW6729_MARKER: DD = SURVEY DISK
 AW6729_SETTING: 0 = UNSPECIFIED SETTING
 AW6729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6729
 AW6729  HISTORY     - Date     Condition        Report By
 AW6729  HISTORY     - 1968     MONUMENTED       HLPCO
 AW6729
 AW6729                          STATION DESCRIPTION
 AW6729
 AW6729'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1968 (JLC)
 AW6729'THE STATION IS LOCATED ON THE JAMES S. HOGG JUNIOR HIGH SCHOOL AT
 AW6729'1100 MERRILL STREET, ABOUT 2-1/2 MILES NORTHWEST OF THE CENTER OF
 AW6729'HOUSTON, 1 MILE NORTH OF INTERSTATE HIGHWAY 10 AND 3/4 MILE WEST OF
 AW6729'THE JUNCTION OF NORTH MAIN AND INTERSTATE HIGHWAY 45.
 AW6729'
 AW6729'HOGG B IS A HOUSTON LIGHTING AND POWER COMPANY BRONZE TRIANGULATION
 AW6729'STATION BRONZE DISK ATTACHED TO A 2-INCH SQUARE IRON POST FLUSH WITH
 AW6729'THE GROUND.  THE DISK IS STAMPED HOGG NO 1 1938.  IT IS 25 FEET
 AW6729'SOUTH OF THE CENTER OF E 11TH STREET, 24 FEET EAST OF THE CENTER
 AW6729'OF OAK RIDGE STREET, 7.1 FEET WEST OF THE CENTER OF A FIRE HYDRANT
 AW6729'AND 8 FEET NORTH OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE
 AW6729'WHICH LEADS AROUND THE SCHOOL.
 AW6729'
 AW6729'HEIGHT OF LIGHT ABOVE STATION MARK 2.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0832 ***********************************************************************
 GK0832  DESIGNATION -  HOGHLAND
 GK0832  PID         -  GK0832
 GK0832  STATE/COUNTY-  TX/OCHILTREE
 GK0832  USGS QUAD   -  HORSESHOE HILL (1973)
 GK0832
 GK0832                         *CURRENT SURVEY CONTROL
 GK0832  ___________________________________________________________________
 GK0832* NAD 83(1993)-  36 27 09.51246(N)    101 01 40.95145(W)     ADJUSTED  
 GK0832* NAVD 88     -       917.6    (meters)    3010.     (feet)  VERTCON   
 GK0832  ___________________________________________________________________
 GK0832  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 GK0832  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 GK0832
 GK0832  HORZ ORDER  -  FIRST
 GK0832
 GK0832.The horizontal coordinates were established by classical geodetic methods
 GK0832.and adjusted by the National Geodetic Survey in February 1996..
 GK0832
 GK0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0832
 GK0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0832
 GK0832.The geoid height was determined by GEOID03.
 GK0832
 GK0832;                    North         East     Units Scale Factor Converg.
 GK0832;SPC TX N     - 1,272,206.762   242,311.933   MT  1.00007395   +0 16 24.7
 GK0832;SPC TX N     - 4,173,898.35    794,985.07   sFT  1.00007395   +0 16 24.7
 GK0832;SPC OK N     -   165,409.233   328,604.741   MT  0.99995776   -1 47 13.2
 GK0832;SPC OK N     -   542,680.13  1,078,097.39   sFT  0.99995776   -1 47 13.2
 GK0832;UTM  14      - 4,036,066.579   318,256.361   MT  1.00000697   -1 12 19.1
 GK0832
 GK0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0832!SPC TX N     -   0.99986028  x   1.00007395  =   0.99993422
 GK0832!SPC OK N     -   0.99986028  x   0.99995776  =   0.99981805
 GK0832!UTM  14      -   0.99986028  x   1.00000697  =   0.99986725
 GK0832
 GK0832|---------------------------------------------------------------------|
 GK0832| PID    Reference Object                     Distance      Geod. Az  |
 GK0832|                                                           dddmmss.s |
 GK0832| CM8783 HOGHLAND RM 1 AZIMUTH                              08859     |
 GK0832| CM8782 HOGHLAND AZ MK                                     0891944.9 |
 GK0832| GK1064 PERRYTON BLACK WATER TANK           APPROX.21.1 KM 1060024.4 |
 GK0832| GK1060 PERRYTON NORTH MUNICIPAL TANK       APPROX.20.8 KM 1060825.0 |
 GK0832| GK1065 PERRYTON SOUTH MUNICIPAL TANK       APPROX.21.5 KM 1090006.4 |
 GK0832| CM8784 HOGHLAND RM 2                        36.424 METERS 16044     |
 GK0832| CM8785 HOGHLAND RM 3                        29.187 METERS 28401     |
 GK0832|---------------------------------------------------------------------|
 GK0832
 GK0832                          SUPERSEDED SURVEY CONTROL
 GK0832
 GK0832  NAD 83(1993)-  36 27 09.51246(N)    101 01 40.95163(W) AD(       ) 1
 GK0832  NAD 83(1986)-  36 27 09.51737(N)    101 01 40.93833(W) AD(       ) 1
 GK0832  NAD 27      -  36 27 09.41200(N)    101 01 39.38100(W) AD(       ) 1
 GK0832  NGVD 29 (07/19/86)  917.2    (m)         3009.     (f) VERT ANG       
 GK0832
 GK0832.Superseded values are not recommended for survey control.
 GK0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0832.See file dsdata.txt to determine how the superseded data were derived.
 GK0832
 GK0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1825636067(NAD 83)
 GK0832_MARKER: DS = TRIANGULATION STATION DISK
 GK0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0832
 GK0832  HISTORY     - Date     Condition        Report By
 GK0832  HISTORY     - 1931     MONUMENTED       CGS
 GK0832  HISTORY     - 1952     GOOD             CGS
 GK0832
 GK0832                          STATION DESCRIPTION
 GK0832
 GK0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GK0832'STATION IS ABOUT 13 MILES NW OF PERRYTON, 3 MILES E OF THE
 GK0832'HANSFORD-OCHILTREE COUNTY LINE, 3 MILES S OF THE TEXAS-OKLAHOMA
 GK0832'STATE LINE, 39.95 FEET W OF A N-S FENCE LINE, 48.4 FEET WSW
 GK0832'OF THE NW CORNER OF A CULTIVATED FIELD ON E SIDE OF THE N-S
 GK0832'FENCE LINE.  MARK PROJECTS 8 INCHES ABOVE THE SURFACE.
 GK0832'
 GK0832'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 GK0832'IN CONCRETE POSTS.  NO UNDERGROUND MARK SET.
 GK0832'
 GK0832'REFERENCE MARK NO. 1 IS ON THE S SIDE OF ROAD, 2.1 FEET W
 GK0832'OF N-S FENCE LINE, AND 1.4 FEET S OF E-W FENCE LINE, AND
 GK0832'APPROXIMATELY 0.4 MILE FROM STATION N 88 DEG 59 MIN E,
 GK0832'AND PROJECTS ABOUT 8 INCHES ABOVE GROUND.
 GK0832'
 GK0832'REFERENCE MARK NO. 2 IS 1.1 FEET W OF N-S FENCE LINE, AND 119.77
 GK0832'FEET FROM STATION, AND PROJECTS ABOUT 6
 GK0832'INCHES ABOVE GROUND.
 GK0832'
 GK0832'TO REACH STATION FROM PERRYTON, TAKE MAIN STREET (U.S. HIGHWAY 83)
 GK0832'N 2.0 MILES FROM POINT WHERE THE HIGHWAY CROSSES RAILROAD TRACKS
 GK0832'IN PERRYTON, GO W 8.0 MILES, N 1.4 MILES, W 2.1 MILES, N 0.4
 GK0832'MILE, W 2.7 MILES TO GATE AND STATION SITE.
 GK0832
 GK0832                          STATION RECOVERY (1952)
 GK0832
 GK0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0832'STATION AND REFERENCE MARK NUMBER 2 FOUND AS DESCRIBED AND
 GK0832'IN GOOD CONDITION.  REFERENCE MARK NUMBER 1 WAS TAKEN OUT
 GK0832'OF THE RIGHT-OF-WAY AND RESET WITH AN AZIMUTH MARK IN APPROXIMATELY
 GK0832'THE SAME LOCATION.  AN ADDITIONAL REFERENCE MARK WAS SET
 GK0832'AND CALLED NUMBER 3.  A COMPLETE DESCRIPTION FOLLOWS.
 GK0832'
 GK0832'STATION IS LOCATED, AIRLINE, 13 MILES NORTHWEST OF PERRYTON,
 GK0832'3 MILES EAST OF THE HANSFORD-OCHILTREE COUNTY LINE AND 3 MILES
 GK0832'SOUTH OF THE TEXAS-OKLAHOMA STATE LINE.  IT IS 0.1 MILE EAST
 GK0832'OF THE RANCH HOME OF MR. TILLERSON, WHO OWNS THE PROPERTY.
 GK0832'
 GK0832'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD STATION
 GK0832'IN WAKA, GO EAST ON STATE HIGHWAY 117 FOR 3.0 MILES TO A
 GK0832'CROSS ROAD.  TURN LEFT, NORTH, CROSS THE RAILROAD, AND GO 0.75
 GK0832'MILE, THEN LEFT FOR 0.1 MILE, THEN RIGHT, NORTH, FOR 7.9
 GK0832'MILES TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD AND GO 1.4
 GK0832'MILES.  TURN LEFT, WEST, AND GO 0.3 MILE TO A FORK.  CONTINUE
 GK0832'STRAIGHT AHEAD AND GO 0.5 MILE TO THE AZIMUTH MARK ON THE
 GK0832'LEFT.  CONTINUE ON FOR 0.35 MILE TO THE STATION ON THE LEFT.
 GK0832'
 GK0832'STATION MARK, STAMPED HOGHLAND 1931, IS A STANDARD DISK SET
 GK0832'IN THE TOP OF A 16 INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0832'8 INCHES.  IT IS 25.0 FEET SOUTH OF THE FENCE LINE, 39.7
 GK0832'FEET WEST OF THE FENCE LINE AND 5.9 FEET EAST OF A WITNESS
 GK0832'POST.
 GK0832'
 GK0832'REFERENCE MARK NUMBER 2, STAMPED HOGHLAND NO 2 1931, IS A
 GK0832'STANDARD DISK SET IN THE TOP OF A 16 INCH SQUARE CONCRETE POST
 GK0832'THAT PROJECTS 8 INCHES AND IS AT THE SAME ELEVATION AS THE
 GK0832'STATION.  IT IS 1.5 FEET WEST OF THE FENCE LINE.
 GK0832'
 GK0832'REFERENCE MARK NUMBER 3, STAMPED HOGHLAND NO 3 1952, IS A
 GK0832'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES
 GK0832'IN DIAMETER THAT PROJECTS 2 INCHES AND IS 6 INCHES LOWER IN
 GK0832'ELEVATION THAN THE STATION.  IT IS 1.5 FEET SOUTH OF THE
 GK0832'FENCE LINE.
 GK0832'
 GK0832'AZIMUTH MARK, STAMPED HOGHLAND 1931 1952, IS A STANDARD DISK
 GK0832'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 GK0832'THAT PROJECTS 2 INCHES.  IT IS 36.5 FEET SOUTH OF THE CENTERLINE
 GK0832'OF THE MAIN ROAD, 10.0 FEET EAST OF THE CENTERLINE OF THE TRACK
 GK0832'ROAD AND 6 FEET SOUTH OF THE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2282 ***********************************************************************
 BL2282  DESIGNATION -  HOKE
 BL2282  PID         -  BL2282
 BL2282  STATE/COUNTY-  TX/WALKER
 BL2282  USGS QUAD   -  LOMA (1963)
 BL2282
 BL2282                         *CURRENT SURVEY CONTROL
 BL2282  ___________________________________________________________________
 BL2282* NAD 83(1993)-  30 39 59.02079(N)    095 46 48.03370(W)     ADJUSTED  
 BL2282* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 BL2282  ___________________________________________________________________
 BL2282  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BL2282  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BL2282
 BL2282  HORZ ORDER  -  FIRST
 BL2282
 BL2282.The horizontal coordinates were established by classical geodetic methods
 BL2282.and adjusted by the National Geodetic Survey in February 1996..
 BL2282
 BL2282.The orthometric height was scaled from a topographic map.
 BL2282
 BL2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2282
 BL2282.The geoid height was determined by GEOID03.
 BL2282
 BL2282;                    North         East     Units Scale Factor Converg.
 BL2282;SPC TX C     - 3,119,753.628 1,136,202.322   MT  0.99989873   +2 20 42.8
 BL2282;SPC TX C     -10,235,391.69  3,727,690.45   sFT  0.99989873   +2 20 42.8
 BL2282;UTM  15      - 3,395,928.575   233,633.538   MT  1.00047535   -1 25 07.5
 BL2282
 BL2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2282!SPC TX C     -   0.99998240  x   0.99989873  =   0.99988114
 BL2282!UTM  15      -   0.99998240  x   1.00047535  =   1.00045775
 BL2282
 BL2282|---------------------------------------------------------------------|
 BL2282| PID    Reference Object                     Distance      Geod. Az  |
 BL2282|                                                           dddmmss.s |
 BL2282| CV7726 HOKE RM 1                            38.725 METERS 06035     |
 BL2282| CV7727 HOKE RM 2                            30.593 METERS 15330     |
 BL2282| CV7725 HOKE AZ MK                                         3252453.7 |
 BL2282|---------------------------------------------------------------------|
 BL2282
 BL2282                          SUPERSEDED SURVEY CONTROL
 BL2282
 BL2282  NAD 83(1986)-  30 39 59.03346(N)    095 46 48.01646(W) AD(       ) 1
 BL2282  NAD 27      -  30 39 58.33000(N)    095 46 47.20200(W) AD(       ) 1
 BL2282
 BL2282.Superseded values are not recommended for survey control.
 BL2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2282.See file dsdata.txt to determine how the superseded data were derived.
 BL2282
 BL2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP3363495929(NAD 83)
 BL2282_MARKER: DS = TRIANGULATION STATION DISK
 BL2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2282
 BL2282  HISTORY     - Date     Condition        Report By
 BL2282  HISTORY     - 1935     MONUMENTED       CGS
 BL2282  HISTORY     - 1937     GOOD             TXHD
 BL2282
 BL2282                          STATION DESCRIPTION
 BL2282
 BL2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2282'STATION IS ABOUT 7 MILES NE OF SHIRO, AND ABOUT 14 MILES S
 BL2282'OF W OF HUNTSVILLE, ON LAND BELONGING TO THE GOVERNMENT.
 BL2282'THE MARK IS ON TOP OF A RISE.  0.45 MILE S OF IRA HOKES HOUSE.
 BL2282'120 FEET W OF WOOD ROAD.  55 FEET NNW OF 12-INCH TRIANGLE
 BL2282'BLAZED OAK TREE.  26 FEET SW OF 6-INCH BLAZED PINE TREE.
 BL2282'
 BL2282'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL2282'BRONZE DISKS SET IN CONCRETE.
 BL2282'SURFACE AND REFERENCE MARKS PROJECT 4 INCHES.
 BL2282'
 BL2282'REFERENCE MARK NO. 1 IS NE BY E OF THE STATION, 12 FEET E
 BL2282'OF WOODS ROAD.
 BL2282'
 BL2282'REFERENCE MARK NO. 2 IS SE BY S OF STATION.  12 FEET W OF A
 BL2282'12-INCH OAK TREE.  165.89 FEET SW OF REFERENCE MARK NO. 1.
 BL2282'
 BL2282'AZIMUTH MARK IS ABOUT 0.25 MILE NW OF STATION.  100 YARDS W
 BL2282'OF WOODS ROAD.  2 FEET S OF FENCE LINE.  85 FEET E OF 8-INCH
 BL2282'PINE IN FENCE LINE.  AND PROJECTS 3 INCHES.
 BL2282'
 BL2282'TO REACH FROM SHIRO, GO E ON STATE HIGHWAY 45, 7.9 MILES TO
 BL2282'IRA HOKES HOUSE ON S SIDE OF ROAD.  TURN S INTO HIS LANE AND
 BL2282'CONTINUE S 0.45 MILE TO STATION.
 BL2282'
 BL2282'LIGHTS 60 FEET ABOVE HURST, 87 FEET ABOVE CRUTCHFIELD, 100
 BL2282'FEET ABOVE GIBBS AND WALK COME INTO VIEW AT 64 FEET ABOVE
 BL2282'THIS STATION.
 BL2282'
 BL2282'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 BL2282
 BL2282                          STATION RECOVERY (1937)
 BL2282
 BL2282'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2282'ORIGINAL DESCRIPTION SATISFACTORY.  STATION MARK AND REFERENCE
 BL2282'DISKS NO. 1 AND NO. 2 RECOVERED IN GOOD CONDITION.  AZIMUTH
 BL2282'MARK NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0988 ***********************************************************************
 EM0988  DESIGNATION -  HOLCOMB
 EM0988  PID         -  EM0988
 EM0988  STATE/COUNTY-  TX/HARDEMAN
 EM0988  USGS QUAD   -  BIG MOUND (1990)
 EM0988
 EM0988                         *CURRENT SURVEY CONTROL
 EM0988  ___________________________________________________________________
 EM0988* NAD 83(1993)-  34 09 36.61645(N)    099 43 18.20260(W)     ADJUSTED  
 EM0988* NAVD 88     -       515.     (meters)    1690.     (feet)  SCALED    
 EM0988  ___________________________________________________________________
 EM0988  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 EM0988  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 EM0988
 EM0988  HORZ ORDER  -  SECOND
 EM0988
 EM0988.The horizontal coordinates were established by classical geodetic methods
 EM0988.and adjusted by the National Geodetic Survey in February 1996..
 EM0988
 EM0988.The orthometric height was scaled from a topographic map.
 EM0988
 EM0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0988
 EM0988.The geoid height was determined by GEOID03.
 EM0988
 EM0988;                    North         East     Units Scale Factor Converg.
 EM0988;SPC TXNC     - 2,277,179.476   487,339.484   MT  1.00005972   -0 39 58.8
 EM0988;SPC TXNC     - 7,471,046.33  1,598,879.62   sFT  1.00005972   -0 39 58.8
 EM0988;UTM  14      - 3,780,150.951   433,475.151   MT  0.99965455   -0 24 19.0
 EM0988
 EM0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0988!SPC TXNC     -   0.99992361  x   1.00005972  =   0.99998332
 EM0988!UTM  14      -   0.99992361  x   0.99965455  =   0.99957818
 EM0988
 EM0988:                Primary Azimuth Mark                     Grid Az
 EM0988:SPC TXNC     -  QUANAH W TEXAS UTIL NW TANK              019 40 14.5
 EM0988:UTM  14      -  QUANAH W TEXAS UTIL NW TANK              019 24 34.7
 EM0988
 EM0988|---------------------------------------------------------------------|
 EM0988| PID    Reference Object                     Distance      Geod. Az  |
 EM0988|                                                           dddmmss.s |
 EM0988| EM0977 QUANAH W TEXAS UTIL NW TANK         APPROX.10.8 KM 0190015.7 |
 EM0988| CX8305 HOLCOMB RM 1                          7.606 METERS 07242     |
 EM0988| CX8304 HOLCOMB AZ MK                                      1701304.4 |
 EM0988| DO0918 CROWELL MUN TANK                    APPROX.18.7 KM 1813351.5 |
 EM0988| CX8306 HOLCOMB RM 2                          5.890 METERS 29157     |
 EM0988| EM0997 QUANAH MUNICIPAL TANK               APPROX.14.9 KM 3492935.4 |
 EM0988|---------------------------------------------------------------------|
 EM0988
 EM0988                          SUPERSEDED SURVEY CONTROL
 EM0988
 EM0988  NAD 83(1993)-  34 09 36.61693(N)    099 43 18.20275(W) AD(       ) 2
 EM0988  NAD 83(1986)-  34 09 36.62301(N)    099 43 18.19408(W) AD(       ) 2
 EM0988  NAD 27      -  34 09 36.33550(N)    099 43 16.85488(W) AD(       ) 2
 EM0988
 EM0988.Superseded values are not recommended for survey control.
 EM0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0988.See file dsdata.txt to determine how the superseded data were derived.
 EM0988
 EM0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3347580151(NAD 83)
 EM0988_MARKER: DB = BENCH MARK DISK
 EM0988_SETTING: 66 = SET IN ROCK OUTCROP
 EM0988
 EM0988  HISTORY     - Date     Condition        Report By
 EM0988  HISTORY     - 1969     MONUMENTED       USGS
 EM0988
 EM0988                          STATION DESCRIPTION
 EM0988
 EM0988'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLC)
 EM0988'NO MEASUREMENT BETWEEN THE R.M.S DUE TO BRUSH ON LINE.
 EM0988'
 EM0988'THE STATION IS LOCATED ATOP A HIGH MESA, ABOUT 12-1/2 MILES NORTH OF
 EM0988'CROWELL, 9 MILES SOUTH OF QUANAH, 5 MILES EAST OF THE PEASE RIVER
 EM0988'AND ON PROPERTY OWNED BY MR. CLAUDE HOLCOMB OF 909 GREEN STREET,
 EM0988'QUANAH.
 EM0988'
 EM0988'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 EM0988'HIGHWAY 283 IN QUANAH, GO SOUTH ON STATE HIGHWAY 283 FOR 4.5 MILES
 EM0988'TO A CROSSROAD.  CONTINUE SOUTH ON HIGHWAY 283 FOR 5.65 MILES TO A
 EM0988'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR 0.9 MILE
 EM0988'TO A LOCKED IRON GATE ON THE LEFT AND THE AZIMUTH MARK.  (KEY TO THE
 EM0988'LOCKED GATE MAY BE OBTAINED FROM MR. HOLCOMB AND A FOUR WHEEL
 EM0988'DRIVE VEHICLE IS REQUIRED FROM THE GATE.) TURN LEFT, PASS THROUGH
 EM0988'THE GATE AND GO NORTH ON A TRACK ROAD FOR 0.35 MILE TO A POND ON THE
 EM0988'RIGHT.  CONTINUE IN A NORTHERLY DIRECTION ON A DIM TRACK ROAD FOR
 EM0988'0.7 MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT, PACK NORTH TO
 EM0988'THE EAST END OF THE MESA AND THE STATION.  (A 10 MINUTE PACK)
 EM0988'
 EM0988'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 EM0988'HOLCOMB 1954, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 EM0988'FLUSH WITH THE GROUND.  IT IS 15.3 FEET NORTHEAST OF A METAL
 EM0988'WITNESS POST.
 EM0988'
 EM0988'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK STAMPED
 EM0988'HOLCOMB 1954 NO 1, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 EM0988'FLUSH WITH THE GROUND.  IT IS 40 FEET NORTHEAST OF THE METAL
 EM0988'WITNESS POST.
 EM0988'
 EM0988'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOLCOMB (USGS) NO 2 1967,
 EM0988'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 2
 EM0988'INCHES ABOVE THE GROUND.  IT IS 15.3 FEET NORTH-NORTHWEST OF THE
 EM0988'METAL WITNESS POST.
 EM0988'
 EM0988'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOLCOMB (USGS) 1967, SET
 EM0988'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0988'6 INCHES ABOVE THE GROUND.  IT IS 33 FEET NORTH OF THE CENTER OF
 EM0988'THE DIRT ROAD, 6 FEET EAST OF THE EAST GATE POST OF THE IRON GATE,
 EM0988'2.6 FEET EAST OF A METAL WITNESS POST AND 1.7 FEET NORTH OF A
 EM0988'WIRE FENCE.
 EM0988'
 EM0988'HEIGHT OF LIGHT ABOVE STATION MARK 2.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0315 ***********************************************************************
 CA0315  DESIGNATION -  HOLDER
 CA0315  PID         -  CA0315
 CA0315  STATE/COUNTY-  TX/BROWN
 CA0315  USGS QUAD   -  MAY (1977)
 CA0315
 CA0315                         *CURRENT SURVEY CONTROL
 CA0315  ___________________________________________________________________
 CA0315* NAD 83(1993)-  31 54 46.55202(N)    098 59 20.10518(W)     ADJUSTED  
 CA0315* NAVD 88     -       481.857  (meters)    1580.89   (feet)  ADJUSTED  
 CA0315  ___________________________________________________________________
 CA0315  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CA0315  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CA0315  DYNAMIC HT  -         481.229 (meters)    1578.83  (feet)  COMP
 CA0315  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 CA0315
 CA0315  HORZ ORDER  -  SECOND
 CA0315  VERT ORDER  -  SECOND    CLASS 0
 CA0315
 CA0315.The horizontal coordinates were established by classical geodetic methods
 CA0315.and adjusted by the National Geodetic Survey in February 1996..
 CA0315
 CA0315.The orthometric height was determined by differential leveling
 CA0315.and adjusted by the National Geodetic Survey in June 1991..
 CA0315
 CA0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0315
 CA0315.The geoid height was determined by GEOID03.
 CA0315
 CA0315.The dynamic height is computed by dividing the NAVD 88
 CA0315.geopotential number by the normal gravity value computed on the
 CA0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0315.degrees latitude (g = 980.6199 gals.).
 CA0315
 CA0315.The modeled gravity was interpolated from observed gravity values.
 CA0315
 CA0315;                    North         East     Units Scale Factor Converg.
 CA0315;SPC TX C     - 3,249,790.650   827,155.855   MT  1.00000808   +0 41 32.8
 CA0315;SPC TX C     -10,662,021.49  2,713,760.50   sFT  1.00000808   +0 41 32.8
 CA0315;UTM  14      - 3,530,784.884   501,047.732   MT  0.99960001   +0 00 21.1
 CA0315
 CA0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0315!SPC TX C     -   0.99992851  x   1.00000808  =   0.99993659
 CA0315!UTM  14      -   0.99992851  x   0.99960001  =   0.99952855
 CA0315
 CA0315|---------------------------------------------------------------------|
 CA0315| PID    Reference Object                     Distance      Geod. Az  |
 CA0315|                                                           dddmmss.s |
 CA0315| CA0316 HOLDER RM 1                          26.868 METERS 05514     |
 CA0315| CA0312 HOLDER AZ MK                                       2714144.7 |
 CA0315| CA0314 HOLDER RM 2                          28.340 METERS 31355     |
 CA0315|---------------------------------------------------------------------|
 CA0315
 CA0315                          SUPERSEDED SURVEY CONTROL
 CA0315
 CA0315  NAD 83(1986)-  31 54 46.56201(N)    098 59 20.09200(W) AD(       ) 2
 CA0315  NAD 27      -  31 54 46.02200(N)    098 59 18.89900(W) AD(       ) 2
 CA0315  NGVD 29 (??/??/92)  481.752  (m)         1580.55   (f) ADJ UNCH    2 0
 CA0315
 CA0315.Superseded values are not recommended for survey control.
 CA0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0315.See file dsdata.txt to determine how the superseded data were derived.
 CA0315
 CA0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA0104830785(NAD 83)
 CA0315_MARKER: DS = TRIANGULATION STATION DISK
 CA0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0315_STAMPING: HOLDER 1944
 CA0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0315+STABILITY: SURFACE MOTION
 CA0315
 CA0315  HISTORY     - Date     Condition        Report By
 CA0315  HISTORY     - 1944     MONUMENTED       CGS
 CA0315  HISTORY     - 1944     GOOD             CGS
 CA0315  HISTORY     - 1963     GOOD             CGS
 CA0315
 CA0315                          STATION DESCRIPTION
 CA0315
 CA0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA0315'STATION IS LOCATED ABOUT 13.5 MILES N OF BROWNWOOD AND 0.6
 CA0315'MILE W OF THE SMALL SETTLEMENT OF HOLDER, ON LAND OWNED AND
 CA0315'OCCUPIED BY J.J.SMITH.  IT IS 103 FEET E OF THE NE CORNER
 CA0315'OF THE SMITH FARMHOUSE, 100 FEET S OF THE CENTER LINE OF
 CA0315'THE DIRT ROAD, AND 12 FEET ESE OF THE FENCE LINE.  IT IS
 CA0315'STAMPED HOLDER 1944 AND PROJECTS ABOUT 5 INCHES.
 CA0315'
 CA0315'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA0315'DISKS SET IN CONCRETE.
 CA0315'
 CA0315'REFERENCE MARK 1 IS ENE OF THE STATION, 40 FEET SW OF THE
 CA0315'CENTER LINE OF THE GRADED DIRT ROAD, 19 FEET E OF THE FENCE
 CA0315'CORNER, AND 1 FOOT NE OF THE FENCE LINE.  IT IS STAMPED HOLDER
 CA0315'NO 1 1944 AND PROJECTS ABOUT 8 INCHES.
 CA0315'
 CA0315'REFERENCE MARK 2 IS N OF THE STATION, 30 FEET SW OF THE
 CA0315'CENTER LINE OF THE GRADED DIRT ROAD, 25 FEET S OF THE SMITH
 CA0315'MAIL BOX, AND 12 FEET NE OF A 12-INCH SCRUB OAK TREE.  IT
 CA0315'IS STAMPED HOLDER NO 2 1944 AND PROJECTS ABOUT 8 INCHES.
 CA0315'
 CA0315'AZIMUTH MARK IS ABOUT 0.3 MILE WNW OF THE STATION, 50 FEET
 CA0315'SW OF THE CENTER LINE OF THE GRADED DIRT ROAD, AND 2 FEET
 CA0315'SW OF THE FENCE LINE IN THE N EDGE OF A CULTIVATED FIELD.
 CA0315'IT IS STAMPED HOLDER 1944 AND PROJECTS ABOUT 8 INCHES.
 CA0315'TO REACH THE MARK FROM THE STATION, GO W ON GRADED DIRT
 CA0315'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 CA0315'
 CA0315'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CA0315'AND 283 IN THE N EDGE OF BROWNWOOD, GO NE TOWARD DALLAS
 CA0315'ON COMBINED U.S. HIGHWAYS 67, 283, AND 84 FOR 1.05 MILES,
 CA0315'THENCE LEFT ON HIGHWAY 283 FOR 8.1 MILES TO CROSSROADS AT
 CA0315'A CONOCO SERVICE STATION ON THE RIGHT.  TURN LEFT AND FOLLOW
 CA0315'MAIN-TRAVELED DIRT ROAD IN A N DIRECTION FOR 6.0 MILES TO
 CA0315'CROSSROADS IN THE SMALL SETTLEMENT OF HOLDER.  TURN LEFT
 CA0315'AND GO W ON GRADED DIRT ROAD FOR 0.6 MILE TO THE TOP OF THE
 CA0315'GRADE TO THE SMITH FARMHOUSE ON THE LEFT AND STATION.
 CA0315'
 CA0315'OBSERVATIONS MADE FROM A 64-FOOT TOWER.
 CA0315'
 CA0315'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CA0315
 CA0315                          STATION RECOVERY (1944)
 CA0315
 CA0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 CA0315'0.7 MI W FROM HOLDER.
 CA0315'0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE GENERAL STORE AT HOLDER,
 CA0315'103 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE J. J. SMITH FARM
 CA0315'HOUSE, 26 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY IN FRONT OF
 CA0315'THE HOUSE, 14.2 FEET SOUTHEAST OF A FENCE LINE, AND 14 FEET SOUTHEAST
 CA0315'OF A WHITE REFERENCE POST.  A TRIANGULATION-STATION DISK, SET IN THE
 CA0315'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
 CA0315
 CA0315                          STATION RECOVERY (1963)
 CA0315
 CA0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 CA0315'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 CA0315'CONDITION.  R.M. 1 AND R.M. 2 HAVE BEEN DESTROYED BECAUSE
 CA0315'OF EXTENSIVE ROAD REPAIR AND WIDENING.  THE DESCRIPTION SHOULD
 CA0315'READ THAT THERE IS A GULF SERVICE STATION AT THE CROSSROADS,
 CA0315'INSTEAD OF A CONOCO STATION.  THE AZIMUTH MARK WAS NOT SEARCHED
 CA0315'FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0312 ***********************************************************************
 CA0312  DESIGNATION -  HOLDER AZ MK
 CA0312  PID         -  CA0312
 CA0312  STATE/COUNTY-  TX/BROWN
 CA0312  USGS QUAD   -  MAY (1977)
 CA0312
 CA0312                         *CURRENT SURVEY CONTROL
 CA0312  ___________________________________________________________________
 CA0312* NAD 83(1986)-  31 54 47.     (N)    098 59 39.     (W)     SCALED    
 CA0312* NAVD 88     -       479.478  (meters)    1573.09   (feet)  ADJUSTED  
 CA0312  ___________________________________________________________________
 CA0312  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CA0312  DYNAMIC HT  -         478.853 (meters)    1571.04  (feet)  COMP
 CA0312  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 CA0312
 CA0312  VERT ORDER  -  SECOND    CLASS 0
 CA0312
 CA0312.The horizontal coordinates were scaled from a topographic map and have
 CA0312.an estimated accuracy of +/- 6 seconds.
 CA0312
 CA0312.The orthometric height was determined by differential leveling
 CA0312.and adjusted by the National Geodetic Survey in June 1991..
 CA0312
 CA0312.The geoid height was determined by GEOID03.
 CA0312
 CA0312.The dynamic height is computed by dividing the NAVD 88
 CA0312.geopotential number by the normal gravity value computed on the
 CA0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0312.degrees latitude (g = 980.6199 gals.).
 CA0312
 CA0312.The modeled gravity was interpolated from observed gravity values.
 CA0312
 CA0312;                    North         East    Units  Estimated Accuracy
 CA0312;SPC TX C     - 3,249,800.      826,660.      MT  (+/- 180 meters Scaled)
 CA0312
 CA0312                          SUPERSEDED SURVEY CONTROL
 CA0312
 CA0312  NGVD 29 (??/??/92)  479.373  (m)         1572.74   (f) ADJ UNCH    2 0
 CA0312
 CA0312.Superseded values are not recommended for survey control.
 CA0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0312.See file dsdata.txt to determine how the superseded data were derived.
 CA0312
 CA0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA005307(NAD 83)
 CA0312_MARKER: DB = BENCH MARK DISK
 CA0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0312_STAMPING: HOLDER 1944
 CA0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0312+STABILITY: SURFACE MOTION
 CA0312
 CA0312  HISTORY     - Date     Condition        Report By
 CA0312  HISTORY     - 1944     MONUMENTED       CGS
 CA0312
 CA0312                          STATION DESCRIPTION
 CA0312
 CA0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0312'0.9 MI W FROM HOLDER.
 CA0312'0.9 MILE WEST ALONG A GRAVEL ROAD FROM THE GENERAL STORE AT HOLDER,
 CA0312'SOUTHEAST OF AND ACROSS THE ROAD FROM A SMALL FARMHOUSE, 30 FEET SOUTH
 CA0312'OF THE CENTER LINE OF THE ROAD, AND 1 FOOT NORTH OF A FENCE LINE. AN
 CA0312'AZIMUTH-MARK DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0803 ***********************************************************************
 CB0803  DESIGNATION -  HOLDER ET
 CB0803  PID         -  CB0803
 CB0803  STATE/COUNTY-  TX/RUNNELS
 CB0803  USGS QUAD   -  WILMETH (1987)
 CB0803
 CB0803                         *CURRENT SURVEY CONTROL
 CB0803  ___________________________________________________________________
 CB0803* NAD 83(1993)-  31 54 58.89010(N)    100 07 03.91581(W)     ADJUSTED  
 CB0803* NAVD 88     -       584.6    (meters)    1918.     (feet)  VERTCON   
 CB0803  ___________________________________________________________________
 CB0803  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 CB0803  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 CB0803
 CB0803  HORZ ORDER  -  THIRD
 CB0803  VERT ORDER  -  THIRD ? (See Below)
 CB0803
 CB0803.The horizontal coordinates were established by classical geodetic methods
 CB0803.and adjusted by the National Geodetic Survey in February 1996..
 CB0803
 CB0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0803.The vertical order pertains to the NGVD 29 superseded value.
 CB0803
 CB0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0803
 CB0803.The geoid height was determined by GEOID03.
 CB0803
 CB0803;                    North         East     Units Scale Factor Converg.
 CB0803;SPC TX C     - 3,249,422.055   720,389.374   MT  1.00000904   +0 06 39.7
 CB0803;SPC TX C     -10,660,812.19  2,363,477.47   sFT  1.00000904   +0 06 39.7
 CB0803;UTM  14      - 3,531,709.714   394,323.414   MT  0.99973773   -0 35 27.6
 CB0803
 CB0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0803!SPC TX C     -   0.99991219  x   1.00000904  =   0.99992123
 CB0803!UTM  14      -   0.99991219  x   0.99973773  =   0.99964994
 CB0803
 CB0803:                Primary Azimuth Mark                     Grid Az
 CB0803:SPC TX C     -  HAM ET                                   201 48 43.2
 CB0803:UTM  14      -  HAM ET                                   202 30 50.5
 CB0803
 CB0803|---------------------------------------------------------------------|
 CB0803| PID    Reference Object                     Distance      Geod. Az  |
 CB0803|                                                           dddmmss.s |
 CB0803| CB0814 HAM ET                              APPROX. 2.7 KM 2015522.9 |
 CB0803|---------------------------------------------------------------------|
 CB0803
 CB0803                          SUPERSEDED SURVEY CONTROL
 CB0803
 CB0803  NAD 83(1986)-  31 54 58.89664(N)    100 07 03.90213(W) AD(       ) 3
 CB0803  NAD 27      -  31 54 58.36832(N)    100 07 02.56979(W) AD(       ) 3
 CB0803  NGVD 29 (07/19/86)  584.4    (m)         1917.     (f) LEVELING    3  
 CB0803
 CB0803.Superseded values are not recommended for survey control.
 CB0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0803.See file dsdata.txt to determine how the superseded data were derived.
 CB0803
 CB0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA9432331710(NAD 83)
 CB0803_MARKER: DD = SURVEY DISK
 CB0803_SETTING: 0 = UNSPECIFIED SETTING
 CB0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0803
 CB0803  HISTORY     - Date     Condition        Report By
 CB0803  HISTORY     - 1958     MONUMENTED       USGS
 CB0803
 CB0803                          STATION DESCRIPTION
 CB0803
 CB0803'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0803'STATION IS LOCATED ABOUT 3.2 MI. N. AND 0.5 MI. E. OF NORTON,
 CB0803'RUNNELS COUNTY, TEXAS.  AT A RIGHT-OF-WAY FENCE CORNER OF FENCE LINE
 CB0803'E., OPPOSITE A T-RD. JUNCTION W.
 CB0803'
 CB0803'TO REACH THE STATION FROM NORTON POST OFFICE, PROCEED N. 3.5 MI. ALONG
 CB0803'F. M. ROAD 383 TO T-RD. W. AND THE STATION ON THE RIGHT OF A FENCE
 CB0803'CORNER, 50 FT. E. CENTERLINE RD., 1 FT. W. AND 1 FT. S. OF FENCE
 CB0803'CORNER.
 CB0803'
 CB0803'STATION MARK--STANDARD USGS ALUMINUM TABLET, SET IN CONCRETE POST
 CB0803'PROJECTING ABOUT 0.3 FT. ABOVE GROUND, STAMPED ---HOLDER E.T. 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0316 ***********************************************************************
 CA0316  DESIGNATION -  HOLDER RM 1
 CA0316  PID         -  CA0316
 CA0316  STATE/COUNTY-  TX/BROWN
 CA0316  USGS QUAD   -  MAY (1977)
 CA0316
 CA0316                         *CURRENT SURVEY CONTROL
 CA0316  ___________________________________________________________________
 CA0316* NAD 83(1986)-  31 54 47.     (N)    098 59 19.     (W)     SCALED    
 CA0316* NAVD 88     -       481.788  (meters)    1580.67   (feet)  ADJUSTED  
 CA0316  ___________________________________________________________________
 CA0316  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CA0316  DYNAMIC HT  -         481.160 (meters)    1578.61  (feet)  COMP
 CA0316  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 CA0316
 CA0316  VERT ORDER  -  SECOND    CLASS 0
 CA0316
 CA0316.The horizontal coordinates were scaled from a topographic map and have
 CA0316.an estimated accuracy of +/- 6 seconds.
 CA0316
 CA0316.The orthometric height was determined by differential leveling
 CA0316.and adjusted by the National Geodetic Survey in June 1991..
 CA0316
 CA0316.The geoid height was determined by GEOID03.
 CA0316
 CA0316.The dynamic height is computed by dividing the NAVD 88
 CA0316.geopotential number by the normal gravity value computed on the
 CA0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0316.degrees latitude (g = 980.6199 gals.).
 CA0316
 CA0316.The modeled gravity was interpolated from observed gravity values.
 CA0316
 CA0316;                    North         East    Units  Estimated Accuracy
 CA0316;SPC TX C     - 3,249,810.      827,190.      MT  (+/- 180 meters Scaled)
 CA0316
 CA0316                          SUPERSEDED SURVEY CONTROL
 CA0316
 CA0316  NGVD 29 (??/??/92)  481.684  (m)         1580.32   (f) ADJ UNCH    2 0
 CA0316
 CA0316.Superseded values are not recommended for survey control.
 CA0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0316.See file dsdata.txt to determine how the superseded data were derived.
 CA0316
 CA0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA010307(NAD 83)
 CA0316_MARKER: DR = REFERENCE MARK DISK
 CA0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0316_STAMPING: HOLDER NO. 1 1944
 CA0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0316+STABILITY: SURFACE MOTION
 CA0316
 CA0316  HISTORY     - Date     Condition        Report By
 CA0316  HISTORY     - 1944     MONUMENTED       CGS
 CA0316
 CA0316                          STATION DESCRIPTION
 CA0316
 CA0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0316'0.7 MI W FROM HOLDER.
 CA0316'0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE GENERAL STORE AT HOLDER, AT
 CA0316'THE HOME OF J. J. SMITH, 88.2 FEET NORTHEAST OF THE STATION, 24 FEET
 CA0316'SOUTHEAST OF A PRIVATE DRIVEWAY WHICH IS THE EAST ENTRANCE TO THE
 CA0316'HOUSE, AND 43 FEET SOUTH OF THE CENTER LINE OF THE PUBLIC ROAD. A
 CA0316'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0314 ***********************************************************************
 CA0314  DESIGNATION -  HOLDER RM 2
 CA0314  PID         -  CA0314
 CA0314  STATE/COUNTY-  TX/BROWN
 CA0314  USGS QUAD   -  MAY (1977)
 CA0314
 CA0314                         *CURRENT SURVEY CONTROL
 CA0314  ___________________________________________________________________
 CA0314* NAD 83(1986)-  31 54 47.     (N)    098 59 20.     (W)     SCALED    
 CA0314* NAVD 88     -       481.923  (meters)    1581.11   (feet)  ADJUSTED  
 CA0314  ___________________________________________________________________
 CA0314  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CA0314  DYNAMIC HT  -         481.295 (meters)    1579.05  (feet)  COMP
 CA0314  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 CA0314
 CA0314  VERT ORDER  -  SECOND    CLASS 0
 CA0314
 CA0314.The horizontal coordinates were scaled from a topographic map and have
 CA0314.an estimated accuracy of +/- 6 seconds.
 CA0314
 CA0314.The orthometric height was determined by differential leveling
 CA0314.and adjusted by the National Geodetic Survey in June 1991..
 CA0314
 CA0314.The geoid height was determined by GEOID03.
 CA0314
 CA0314.The dynamic height is computed by dividing the NAVD 88
 CA0314.geopotential number by the normal gravity value computed on the
 CA0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0314.degrees latitude (g = 980.6199 gals.).
 CA0314
 CA0314.The modeled gravity was interpolated from observed gravity values.
 CA0314
 CA0314;                    North         East    Units  Estimated Accuracy
 CA0314;SPC TX C     - 3,249,800.      827,160.      MT  (+/- 180 meters Scaled)
 CA0314
 CA0314                          SUPERSEDED SURVEY CONTROL
 CA0314
 CA0314  NGVD 29 (??/??/92)  481.818  (m)         1580.76   (f) ADJ UNCH    2 0
 CA0314
 CA0314.Superseded values are not recommended for survey control.
 CA0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0314.See file dsdata.txt to determine how the superseded data were derived.
 CA0314
 CA0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA010307(NAD 83)
 CA0314_MARKER: DR = REFERENCE MARK DISK
 CA0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0314_STAMPING: HOLDER NO. 2 1944
 CA0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0314+STABILITY: SURFACE MOTION
 CA0314
 CA0314  HISTORY     - Date     Condition        Report By
 CA0314  HISTORY     - 1944     MONUMENTED       CGS
 CA0314
 CA0314                          STATION DESCRIPTION
 CA0314
 CA0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0314'0.7 MI W FROM HOLDER.
 CA0314'0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE GENERAL STORE AT HOLDER, AT
 CA0314'THE HOME OF J. J. SMITH, 92.9 FEET NORTHWEST OF THE STATION, AND 34
 CA0314'FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A REFERENCE-MARK DISK, SET
 CA0314'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1024 ***********************************************************************
 GK1024  DESIGNATION -  HOLDMAN RESET
 GK1024  PID         -  GK1024
 GK1024  STATE/COUNTY-  TX/OCHILTREE
 GK1024  USGS QUAD   -  BOOKER SW (1973)
 GK1024
 GK1024                         *CURRENT SURVEY CONTROL
 GK1024  ___________________________________________________________________
 GK1024* NAD 83(1993)-  36 21 05.15342(N)    100 42 37.08708(W)     ADJUSTED  
 GK1024* NAVD 88     -       887.     (meters)    2910.     (feet)  SCALED    
 GK1024  ___________________________________________________________________
 GK1024  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 GK1024  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 GK1024
 GK1024  HORZ ORDER  -  FIRST
 GK1024
 GK1024.The horizontal coordinates were established by classical geodetic methods
 GK1024.and adjusted by the National Geodetic Survey in February 1996..
 GK1024
 GK1024.The orthometric height was scaled from a topographic map.
 GK1024
 GK1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1024
 GK1024.The geoid height was determined by GEOID03.
 GK1024
 GK1024;                    North         East     Units Scale Factor Converg.
 GK1024;SPC TX N     - 1,261,157.214   270,887.171   MT  1.00004354   +0 27 27.6
 GK1024;SPC TX N     - 4,137,646.63    888,735.66   sFT  1.00004354   +0 27 27.6
 GK1024;UTM  14      - 4,024,286.388   346,534.523   MT  0.99989018   -1 00 50.2
 GK1024
 GK1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1024!SPC TX N     -   0.99986508  x   1.00004354  =   0.99990861
 GK1024!UTM  14      -   0.99986508  x   0.99989018  =   0.99975528
 GK1024
 GK1024:                Primary Azimuth Mark                     Grid Az
 GK1024:SPC TX N     -  HOLDMAN AZ MK                            008 56 54.6
 GK1024:UTM  14      -  HOLDMAN AZ MK                            010 25 12.4
 GK1024
 GK1024|---------------------------------------------------------------------|
 GK1024| PID    Reference Object                     Distance      Geod. Az  |
 GK1024|                                                           dddmmss.s |
 GK1024| CK9886 HOLDMAN AZ MK                                      0092422.2 |
 GK1024| CK9887 HOLDMAN RM 1                          7.430 METERS 03342     |
 GK1024| CK9888 HOLDMAN RM 2                          7.190 METERS 14315     |
 GK1024| CK9889 HOLDMAN RM 3                         17.685 METERS 19254     |
 GK1024| GK1065 PERRYTON SOUTH MUNICIPAL TANK       APPROX. 9.2 KM 2971213.4 |
 GK1024| CK9890 HOLDMAN RM 4                         10.550 METERS 33809     |
 GK1024|---------------------------------------------------------------------|
 GK1024
 GK1024                          SUPERSEDED SURVEY CONTROL
 GK1024
 GK1024  NAD 83(1993)-  36 21 05.15343(N)    100 42 37.08684(W) AD(       ) 1
 GK1024  NAD 83(1986)-  36 21 05.15946(N)    100 42 37.07536(W) AD(       ) 1
 GK1024  NAD 27      -  36 21 05.04100(N)    100 42 35.54500(W) AD(       ) 1
 GK1024
 GK1024.Superseded values are not recommended for survey control.
 GK1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1024.See file dsdata.txt to determine how the superseded data were derived.
 GK1024
 GK1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4653524286(NAD 83)
 GK1024_MARKER: DS = TRIANGULATION STATION DISK
 GK1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1024_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1024
 GK1024  HISTORY     - Date     Condition        Report By
 GK1024  HISTORY     - 1952     MONUMENTED       CGS
 GK1024  HISTORY     - 1952     SEE DESCRIPTION  CGS
 GK1024  HISTORY     - 1973     GOOD             USGS
 GK1024
 GK1024                          STATION DESCRIPTION
 GK1024
 GK1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1024'THE STATION IS LOCATED ON THE EAST SIDE OF A GRAVELED NORTH-SOUTH
 GK1024'ROAD, ABOUT 6 MILES AIRLINE EAST-SOUTHEAST OF PERRYTON, ABOUT 12
 GK1024'MILES AIRLINE SOUTHWEST OF BOOKER, AND ABOUT 10 MILES AIRLINE
 GK1024'EAST OF LORD.
 GK1024'
 GK1024'TO REACH THE STATION FROM THE OCHILTREE COUNTY COURTHOUSE IN
 GK1024'PERRYTON, GO SOUTH ON U.S. HIGHWAY 83 FOR 0.3 MILE TO A CROSS
 GK1024'ROAD.  TURN LEFT ONTO FARM ROAD 377 AND GO 5.0 MILES TO A CROSS
 GK1024'ROAD.  TURN RIGHT ONTO A GRAVELED ROAD AND GO 2.8 MILES TO
 GK1024'A WHITE WITNESS POST AND THE STATION ON THE LEFT.
 GK1024'
 GK1024'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 GK1024'CONCRETE CYLINDER THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT
 GK1024'IS STAMPED HOLDMAN 1952 AND IS 41 FEET EAST OF THE CENTERLINE
 GK1024'OF A GRAVELED NORTH-SOUTH ROAD, 15 FEET WEST OF A FENCE LINE,
 GK1024'AND 7 FEET SOUTH OF A WHITE WITNESS POST.
 GK1024'
 GK1024'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HOLDMAN NO 1
 GK1024'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT
 GK1024'PROJECTS 4 INCHES.  IT IS 1 FOOT WEST OF A FENCE LINE, 55 FEET
 GK1024'EAST OF THE CENTERLINE OF THE ROAD, AND THE SAME ELEVATION AS
 GK1024'THE STATION.
 GK1024'
 GK1024'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED HOLDMAN NO 2
 GK1024'1952 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 4
 GK1024'INCHES.  IT IS 1 FOOT WEST OF A FENCE LINE, 55 FEET EAST OF THE
 GK1024'CENTERLINE OF THE ROAD, AND THE SAME ELEVATION AS THE STATION.
 GK1024'
 GK1024'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOLDMAN 1952 SET
 GK1024'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 5 INCHES
 GK1024'ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A TRIANGLE-BLAZED POWER
 GK1024'LINE POLE, 2 FEET SOUTH OF A FENCE LINE, 36 FEET SOUTH OF THE
 GK1024'CENTERLINE OF A FARM ROAD, AND 150 YARDS EAST OF THE CENTERLINE OF
 GK1024'THE GRAVELED NORTH-SOUTH ROAD LEADING TO THE STATION.  TO REACH
 GK1024'THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.4 MILE TO A
 GK1024'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.1 MILE TO A
 GK1024'TRIANGLE-BLAZED POWER LINE POLE AND THE AZIMUTH MARK ON THE
 GK1024'RIGHT.
 GK1024
 GK1024                          STATION RECOVERY (1952)
 GK1024
 GK1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JL)
 GK1024'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GK1024'DESCRIBED.  AT THE REQUEST OF THE LANDOWNER OF THE STATION SITE,
 GK1024'THE STATION MARK WAS LOWERED ABOUT 1 FOOT TO A POINT BELOW
 GK1024'THE PLOW LINE AND THE REFERENCE MARKS WERE REMOVED AND RESET
 GK1024'IN THE HIGHWAY RIGHT-OF-WAY LINE.
 GK1024'
 GK1024'STATION MARK STAMPED HOLDMAN 1952 IS A STANDARD DISK IN CONCRETE
 GK1024'ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND AND IS ABOUT
 GK1024'33 FEET EAST OF THE APPROXIMATE CENTER-LINE OF THE ROAD.
 GK1024'
 GK1024'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HOLDMAN 1952
 GK1024'NO. 3 1952 SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES,
 GK1024'6 FEET NORTH OF A BRACED POWER POLE AND AT THE EDGE OF THE
 GK1024'GRADE IN THE RIGHT-OF-WAY LINE, S.S.W. OF THE STATION.
 GK1024'
 GK1024'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN A CONCRETE
 GK1024'MONUMENT, STAMPED HOLDMAN 1952 NO. 4 1952, N.N.W. OF THE STATION,
 GK1024'AT THE EDGE OF THE GRADE, IN THE RIGHT-OF-WAY LINE AND PROJECTS
 GK1024'ABOUT 6 INCHES.
 GK1024'
 GK1024'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 GK1024'AND WAS NOT DISTURBED.  IT IS A STANDARD DISK STAMPED HOLDMAN
 GK1024'1952 SET IN A CONCRETE MONUEMNT PROJECTING ABOUT 5 INCHES.  IT
 GK1024'IS N.N.E. OF THE STATION, ALONG THE EAST EDGE OF THE FIELD,
 GK1024'2 FEET SOUTH OF THE FENCE LINE, 1 FOOT WEST OF A POWER POLE,
 GK1024'150 YARDS EAST OF THE CENTERLINE OF THE ROAD AND ABOUT 35 FEET
 GK1024'SOUTH OF THE FARM ROAD LEADING TO THE HOLDMAN FARM HOUSE.
 GK1024'TO REACH FROM THE STATION, GO NORTH 0.4 MILE, THEN TURN RIGHT
 GK1024'AND GO EAST ON THE FARM ROAD 150 YARDS TO THE MARK ON THE
 GK1024'RIGHT.
 GK1024'
 GK1024'TO REACH THE STATION FROM THE COURT HOUSE IN PERRYTON--GO SOUTH
 GK1024'ON U.S. HIGHWAY 83 FOR 0.3 MILE TO A CROSS STREET.  THEN GO
 GK1024'EAST ON F.M. ROAD 377, 5.0 MILES TO A CROSS ROAD.  THEN TURN
 GK1024'RIGHT AND GO SOUTH ON A GRADED ROAD 02.8 MILES TO THE STATION
 GK1024'ON THE LEFT OF OPPOSITE A GATE TO A SET OF OLD BUILDINGS WEST
 GK1024'OF THE ROAD.
 GK1024
 GK1024                          STATION RECOVERY (1973)
 GK1024
 GK1024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SDC)
 GK1024'THE TRIANGULATION STATION WAS FOUND IN GOOD CONDITION
 GK1024'APPROXIMATELY 37 FT. EAST FROM THE CENTERLINE OF THE ROAD.
 GK1024'
 GK1024'R.M. 3 IS NOW APPROX 6 INCHES UNDER GROUND.
 GK1024'
 GK1024'R.M. 4 HAS HAD THE CAP BROKEN OFF BUT THE BASE IS IN POSITION
 GK1024'APPROX. 6 IN. BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2090 ***********************************************************************
 AN2090  DESIGNATION -  HOLE
 AN2090  PID         -  AN2090
 AN2090  STATE/COUNTY-  TX/REFUGIO
 AN2090  USGS QUAD   -  VIDAURRI (1978)
 AN2090
 AN2090                         *CURRENT SURVEY CONTROL
 AN2090  ___________________________________________________________________
 AN2090* NAD 83(1993)-  28 28 10.33535(N)    097 14 14.34833(W)     ADJUSTED  
 AN2090* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 AN2090  ___________________________________________________________________
 AN2090  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AN2090  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN2090
 AN2090  HORZ ORDER  -  SECOND
 AN2090
 AN2090.The horizontal coordinates were established by classical geodetic methods
 AN2090.and adjusted by the National Geodetic Survey in February 1996..
 AN2090
 AN2090.The orthometric height was scaled from a topographic map.
 AN2090
 AN2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2090
 AN2090.The geoid height was determined by GEOID03.
 AN2090
 AN2090;                    North         East     Units Scale Factor Converg.
 AN2090;SPC TXSC     - 4,071,811.816   772,612.644   MT  0.99997637   +0 51 48.8
 AN2090;SPC TXSC     -13,358,935.93  2,534,813.32   sFT  0.99997637   +0 51 48.8
 AN2090;UTM  14      - 3,150,482.878   672,569.167   MT  0.99996754   +0 50 25.7
 AN2090
 AN2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2090!SPC TXSC     -   1.00000007  x   0.99997637  =   0.99997644
 AN2090!UTM  14      -   1.00000007  x   0.99996754  =   0.99996761
 AN2090
 AN2090:                Primary Azimuth Mark                     Grid Az
 AN2090:SPC TXSC     -  HOLE AZ MK                               014 25 13.6
 AN2090:UTM  14      -  HOLE AZ MK                               014 26 36.7
 AN2090
 AN2090|---------------------------------------------------------------------|
 AN2090| PID    Reference Object                     Distance      Geod. Az  |
 AN2090|                                                           dddmmss.s |
 AN2090| CV5202 HOLE AZ MK                                         0151702.4 |
 AN2090| CV5203 HOLE RM 1                            20.710 METERS 05647     |
 AN2090| CV5204 HOLE RM 2                            19.317 METERS 32142     |
 AN2090|---------------------------------------------------------------------|
 AN2090
 AN2090                          SUPERSEDED SURVEY CONTROL
 AN2090
 AN2090  NAD 83(1986)-  28 28 10.34390(N)    097 14 14.33067(W) AD(       ) 2
 AN2090  NAD 27      -  28 28 09.33900(N)    097 14 13.36100(W) AD(       ) 2
 AN2090
 AN2090.Superseded values are not recommended for survey control.
 AN2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2090.See file dsdata.txt to determine how the superseded data were derived.
 AN2090
 AN2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS7256950483(NAD 83)
 AN2090_MARKER: DS = TRIANGULATION STATION DISK
 AN2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2090
 AN2090  HISTORY     - Date     Condition        Report By
 AN2090  HISTORY     - 1952     MONUMENTED       CGS
 AN2090  HISTORY     - 1974     SEE DESCRIPTION  USGS
 AN2090  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN2090
 AN2090                          STATION DESCRIPTION
 AN2090
 AN2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2090'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF GOLIAD,
 AN2090'13 MILES NORTH OF REFUGIO, AND 8 MILES NORTHWEST OF VIDAURI.
 AN2090'
 AN2090'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 183 IN
 AN2090'GOLIAD, GO SOUTH ON U.S. HIGHWAY 183 FOR 12.35 MILES TO A
 AN2090'METAL BARN ON THE LEFT AND A WOODEN GATE ON THE EAST SIDE
 AN2090'OF HIGHWAY.  TURN LEFT, EAST, PASS THROUGH THE GATE AND
 AN2090'GO 50 YARDS TO A METAL GATE ATTACHED TO THE NORTHWEST CORNER
 AN2090'OF THE BARN.  PASS THROUGH THE GATE AND GO NORTHEAST FOR
 AN2090'0.1 MILE TO A WOODEN GATE.  PASS THROUGH THE GATE AND GO
 AN2090'EAST FOR 0.1 MILE TO A TRACK ROAD.  TURN LEFT, NORTHEAST,
 AN2090'AND GO ON THE TRACK ROAD FOR 0.55 MILE TO A WOODEN GATE.
 AN2090'PASS THROUGH THE GATE AND GO EASTERLY FOR 1.15 MILES TO A
 AN2090'BLADED ROAD.  TURN LEFT, AND GO NORTHEASTERLY FOR 0.3 MILE
 AN2090'TO A SALT TROUGH AND WATER HOLE ON THE RIGHT.  TURN RIGHT,
 AN2090'SOUTHEAST, AND GO ON A TRACK ROAD EASTERLY FOR 0.2 MILE
 AN2090'TO A DIM Y-FORK.  TURN RIGHT AND GO ON A DIM TRACK ROAD
 AN2090'SOUTHEAST FOR 1.55 MILEST TO A WINDMILL ON THE LEFT AND
 AN2090'A METAL GATE.  PASS THROUGH THE GATE AND CONTINUE
 AN2090'SOUTHEAST FOR 0.15 MILE TO A METAL GATE.  PASS THROUGH
 AN2090'THE GATE AND GO SOUTHEAST ON A TRACK ROAD WHICH FOLLOWS
 AN2090'A PIPE LINE FOR 3.2 MILES TO A FENCE CORNER AND THE
 AN2090'STATION SITE.
 AN2090'
 AN2090'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 AN2090'THE WEST SIDE OF A FENCE LINE FOR 0.4 MILE TO THE AZIMUTH
 AN2090'MARK.
 AN2090'
 AN2090'THE STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS
 AN2090'SET IN THE TOPS OF CONCRETE POSTS.
 AN2090'
 AN2090'THE STATION MARK IS STAMPED HOLE 1952, AND IT PROJECTS 6
 AN2090'INCHES.  THE MARK IS LOCATED 1/2 MILE NORTHWEST OF A WINDMILL
 AN2090'AND WATER TANK.  0.1 MILE NORTHEAST OF A SMALL METAL TANK.
 AN2090'100 YARDS WEST OF A PIPE LINE VALVE.  48 FEET NORTHWEST OF
 AN2090'A FENCE CORNER.  AND 15 FEET NORTH OF A WHITE WITNESS POST.
 AN2090'
 AN2090'REFERENCE MARK NO. 1 IS STAMPED HOLE NO 1 1952, AND IT PROJECTS
 AN2090'4 INCHES.  THE MARK IS LOCATED 1 FOOT WEST OF A NORTH - SOUTH
 AN2090'FENCE LINE.
 AN2090'
 AN2090'REFERENCE MARK NO. 2 IS STAMPED HOLE NO 2 1952, AND IT PROJECTS
 AN2090'4 INCHES.  THE MARK IS LOCATED 90 FEET WEST OF A NORTH- SOUTH
 AN2090'FENCE LINE AND 77 FEET NORTH OF AN EAST - WEST FENCE LINE.
 AN2090'
 AN2090'THE AZIMUTH MARK IS STAMPED HOLE 1952, AND IT PROJECTS 8
 AN2090'INCHES.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 AN2090'CYLINDER.  THE MARK IS LOCATED 0.4 MILE NORTH OF THE STATION.
 AN2090'2 FEET EAST OF A WHITE WITNESS POST.  AND 1 FOOT WEST OF A
 AN2090'NORTH-SOUTH FENCE LINE.
 AN2090'
 AN2090'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AN2090
 AN2090                          STATION RECOVERY (1974)
 AN2090
 AN2090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JLP)
 AN2090'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND
 AN2090'IN GOOD CONDITION AS DESCRIBED.  THE TOP OF THE CONCRETE
 AN2090'POST IN WHICH TRIANGULATION STATION MARK WAS SET HAS BEEN
 AN2090'SHEARED OFF AND THE TABLET IS GONE.
 AN2090
 AN2090                          STATION RECOVERY (1994)
 AN2090
 AN2090'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN2090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1213 ***********************************************************************
 AH1213  DESIGNATION -  HOLIDAY
 AH1213  PID         -  AH1213
 AH1213  STATE/COUNTY-  TX/NUECES
 AH1213  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1213
 AH1213                         *CURRENT SURVEY CONTROL
 AH1213  ___________________________________________________________________
 AH1213* NAD 83(1993)-  27 36 19.05292(N)    097 12 32.45211(W)     ADJUSTED  
 AH1213* NAVD 88     -        24.1    (meters)      79.     (feet)  VERTCON   
 AH1213  ___________________________________________________________________
 AH1213  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH1213  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AH1213
 AH1213  HORZ ORDER  -  FIRST
 AH1213
 AH1213.The horizontal coordinates were established by classical geodetic methods
 AH1213.and adjusted by the National Geodetic Survey in February 1996..
 AH1213
 AH1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1213
 AH1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1213
 AH1213.The geoid height was determined by GEOID03.
 AH1213
 AH1213;                    North         East     Units Scale Factor Converg.
 AH1213;SPC TX S     - 5,215,439.343   427,434.865   MT  0.99995021   +0 35 10.0
 AH1213;SPC TX S     -17,110,987.24  1,402,342.55   sFT  0.99995021   +0 35 10.0
 AH1213;UTM  14      - 3,054,760.178   676,748.224   MT  0.99998562   +0 49 48.4
 AH1213
 AH1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1213!SPC TX S     -   1.00000027  x   0.99995021  =   0.99995048
 AH1213!UTM  14      -   1.00000027  x   0.99998562  =   0.99998589
 AH1213
 AH1213:                Primary Azimuth Mark                     Grid Az
 AH1213:SPC TX S     -  HOLIDAY AZ MK                            209 48 06.5
 AH1213:UTM  14      -  HOLIDAY AZ MK                            209 33 28.1
 AH1213
 AH1213|---------------------------------------------------------------------|
 AH1213| PID    Reference Object                     Distance      Geod. Az  |
 AH1213|                                                           dddmmss.s |
 AH1213| AH1214 HOLIDAY AZ MK                       APPROX. 2.4 KM 2102316.5 |
 AH1213| AH1268 FLOUR BLUFF DISTRICT STOR TK        APPROX.11.6 KM 3015048.1 |
 AH1213| AH1239 CORPUS CHRISTI NAS WATER TANK       APPROX.11.5 KM 3291142.0 |
 AH1213|---------------------------------------------------------------------|
 AH1213
 AH1213                          SUPERSEDED SURVEY CONTROL
 AH1213
 AH1213  NAD 83(1986)-  27 36 19.06249(N)    097 12 32.42650(W) AD(       ) 1
 AH1213  NAD 27      -  27 36 17.92464(N)    097 12 31.46889(W) AD(       ) 1
 AH1213  NGVD 29 (07/19/86)   24.2    (m)           79.     (f) VERT ANG       
 AH1213
 AH1213.Superseded values are not recommended for survey control.
 AH1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1213.See file dsdata.txt to determine how the superseded data were derived.
 AH1213
 AH1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7674854760(NAD 83)
 AH1213_MARKER: DD = SURVEY DISK
 AH1213_SETTING: 0 = UNSPECIFIED SETTING
 AH1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1213
 AH1213  HISTORY     - Date     Condition        Report By
 AH1213  HISTORY     - 1980     MONUMENTED       NGS
 AH1213  HISTORY     - 20010727 MARK NOT FOUND   USPSQD
 AH1213
 AH1213                          STATION DESCRIPTION
 AH1213
 AH1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AH1213'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE ROOF OF THE
 AH1213'PADRE ISLAND HOLIDAY INN, ON WINDWARD DRIVE, PADRE ISLAND, CORPUS
 AH1213'CHRISTI, TEXAS, P.O. BOX 8142, (PHONE NUMBER 512-933-8041).
 AH1213'
 AH1213'THE STATION IS A STANDARD NGS DISK STAMPED---HOLIDAY 1980---,
 AH1213'UNDER A BRASS LINCOLN HAT AND TARED TO THE ROOF OF THE PADRE
 AH1213'ISLAND HOLIDAY INN HOTEL.
 AH1213'IT IS LOCATED
 AH1213'51.31 FEET SOUTH FROM THE NORTHWEST CORNER OF THE WALL AROUND THE
 AH1213'ROOF,
 AH1213'9.72 FEET NORTH-NORTHEAST FROM THE SOUTHWEST CORNER OF THE WALL
 AH1213'AROUND THE ROOF,
 AH1213'6.60 FEET WEST FROM THE WEST SIDE OF THE WALL AROUND THE ROOF AND
 AH1213'7.12 FEET NORTH FROM THE SOUTH WALL AROUND THE ROOF.
 AH1213'
 AH1213'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 AH1213'STAMPED---HOLIDAY 1980---,
 AH1213'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AH1213'FLUSH WITH GROUND.  IT IS LOCATED
 AH1213'37.5 FEET EAST FROM A UTILITY POLE NUMBER 5,
 AH1213'17.0 FEET SOUTHWEST FROM THE CENTER OF THE PARK ENTRANCE ROAD AND
 AH1213'2.8 FEET NORTHWEST FROM A METAL WITNESS POST AND PARK SIGN.
 AH1213'THERE IS AN UNDERGROUND DISK STAMPED---HOLIDAY 1980---, SET INTO
 AH1213'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW
 AH1213'THE GROUND SURFACE WITH A METAL ROD EMBEDDED INTO THE MONUMENT.
 AH1213'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE
 AH1213'NUECES COUNTY PARK, GO EASTERLY ON A PAVED ROAD FOR 0.15 MILE TO
 AH1213'THE MARK ON THE RIGHT AS DESCRIBED.
 AH1213'
 AH1213'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE NO REFERENCE
 AH1213'MARKS ESTABLISHED FOR THIS STATION.
 AH1213'
 AH1213'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 AH1213
 AH1213                          STATION RECOVERY (2001)
 AH1213
 AH1213'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAG)
 AH1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1214 ***********************************************************************
 AH1214  TIDAL BM    -  This is a Tidal Bench Mark.
 AH1214  DESIGNATION -  HOLIDAY AZ MK
 AH1214  PID         -  AH1214
 AH1214  STATE/COUNTY-  TX/NUECES
 AH1214  USGS QUAD   -  CRANE ISLANDS SW (1975)
 AH1214
 AH1214                         *CURRENT SURVEY CONTROL
 AH1214  ___________________________________________________________________
 AH1214* NAD 83(1993)-  27 35 12.20141(N)    097 13 16.44918(W)     ADJUSTED  
 AH1214* NAVD 88     -         1.945  (meters)       6.38   (feet)  ADJUSTED  
 AH1214  ___________________________________________________________________
 AH1214  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AH1214  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 AH1214  DYNAMIC HT  -           1.942 (meters)       6.37  (feet)  COMP
 AH1214  MODELED GRAV-     979,124.7   (mgal)                       NAVD 88
 AH1214
 AH1214  HORZ ORDER  -  SECOND
 AH1214  VERT ORDER  -  FIRST     CLASS II
 AH1214
 AH1214.The horizontal coordinates were established by classical geodetic methods
 AH1214.and adjusted by the National Geodetic Survey in February 1996..
 AH1214.No horizontal observational check was made to the station.
 AH1214
 AH1214.The orthometric height was determined by differential leveling
 AH1214.and adjusted by the National Geodetic Survey in December 1997..
 AH1214
 AH1214.This Tidal Bench Mark is designated as VM 885
 AH1214.by the Center for Operational Oceanographic Products and Services.
 AH1214
 AH1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1214
 AH1214.The geoid height was determined by GEOID03.
 AH1214
 AH1214.The dynamic height is computed by dividing the NAVD 88
 AH1214.geopotential number by the normal gravity value computed on the
 AH1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1214.degrees latitude (g = 980.6199 gals.).
 AH1214
 AH1214.The modeled gravity was interpolated from observed gravity values.
 AH1214
 AH1214;                    North         East     Units Scale Factor Converg.
 AH1214;SPC TX S     - 5,213,369.491   426,249.365   MT  0.99994685   +0 34 50.0
 AH1214;SPC TX S     -17,104,196.41  1,398,453.13   sFT  0.99994685   +0 34 50.0
 AH1214;UTM  14      - 3,052,685.230   675,571.498   MT  0.99998051   +0 49 26.2
 AH1214
 AH1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1214!SPC TX S     -   1.00000374  x   0.99994685  =   0.99995059
 AH1214!UTM  14      -   1.00000374  x   0.99998051  =   0.99998425
 AH1214
 AH1214                          SUPERSEDED SURVEY CONTROL
 AH1214
 AH1214  NAD 83(1986)-  27 35 12.21111(N)    097 13 16.42377(W) AD(       ) 2
 AH1214  NAD 27      -  27 35 11.07143(N)    097 13 15.46608(W) AD(       ) 2
 AH1214  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 AH1214
 AH1214.Superseded values are not recommended for survey control.
 AH1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1214.See file dsdata.txt to determine how the superseded data were derived.
 AH1214
 AH1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7557152685(NAD 83)
 AH1214_MARKER: DZ = AZIMUTH MARK DISK
 AH1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1214_STAMPING: HOLIDAY 1980
 AH1214_MARK LOGO: NGS   
 AH1214_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1214+STABILITY: SURFACE MOTION
 AH1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1214+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH1214
 AH1214  HISTORY     - Date     Condition        Report By
 AH1214  HISTORY     - 1980     MONUMENTED       NGS
 AH1214  HISTORY     - 19970204 GOOD             NGS
 AH1214
 AH1214                          STATION DESCRIPTION
 AH1214
 AH1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AH1214'THE STATION IS LOCATED ABOUT 21 MILES SOUTHEAST OF CORPUS CHRISTI,
 AH1214'ON PROPERTY OF THE NUECES COUNTY PARK, PADRE ISLAND BEACH.
 AH1214'
 AH1214'TO REACH THE STATION FROM THE ENTRANCE TO THE NUECES COUNTY PARK,
 AH1214'GO EASTERLY ON A PAVED ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT
 AH1214'AS DESCRIBED.
 AH1214'
 AH1214'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AH1214'STAMPED---HOLIDAY 1980---,
 AH1214'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AH1214'FLUSH WITH GROUND.  IT IS LOCATED
 AH1214'37.5 FEET EAST FROM A UTILITY POLE NUMBER 5,
 AH1214'17.0 FEET SOUTHWEST FROM THE CENTER OF THE PARK ENTRANCE ROAD AND
 AH1214'2.8 FEET NORTHWEST FROM A METAL WITNESS POST AND PARK SIGN.
 AH1214'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1214'STAMPED---HOLIDAY 1980---,
 AH1214'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 AH1214'
 AH1214'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 AH1214'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 AH1214'
 AH1214'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.2 METERS.
 AH1214'
 AH1214'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AH1214'HOLIDAY USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 AH1214
 AH1214                          STATION RECOVERY (1997)
 AH1214
 AH1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1214'15.8 KM (9.80 MI) EASTERLY ALONG STATE HIGHWAY 358 FROM THE JUNCTION
 AH1214'OF STATE HIGHWAY 286 IN CORPUS CHRISTI, THENCE 13.7 KM (8.50 MI)
 AH1214'EASTERLY ALONG PARK ROAD 22, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG
 AH1214'THE PADRE BALLI PARK ENTRANCE ROAD, 30.6 M (100.4 FT) WEST OF THE
 AH1214'CENTER OF ELLIFF ROAD, 11.3 M (37.1 FT) EAST OF UTILITY POLE NUMBER 5,
 AH1214'4.9 M (16.1 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTER, 3.8 M (12.5
 AH1214'FT) NORTH OF AN UNDERGROUND CABLE WARNING SIGN, 0.5 M (1.6 FT) EAST OF
 AH1214'A WITNESS POST, AND THE MONUMENT ISS ENCASED IN A 3-INCH PVC PIPE AND
 AH1214'IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1204 ***********************************************************************
 DM1204  DESIGNATION -  HOLLAND
 DM1204  PID         -  DM1204
 DM1204  STATE/COUNTY-  TX/BOWIE
 DM1204  USGS QUAD   -  TEXARKANA (1975)
 DM1204
 DM1204                         *CURRENT SURVEY CONTROL
 DM1204  ___________________________________________________________________
 DM1204* NAD 83(1993)-  33 27 39.44071(N)    094 05 31.39410(W)     ADJUSTED  
 DM1204* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 DM1204  ___________________________________________________________________
 DM1204  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DM1204  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DM1204
 DM1204  HORZ ORDER  -  FIRST
 DM1204
 DM1204.The horizontal coordinates were established by classical geodetic methods
 DM1204.and adjusted by the National Geodetic Survey in September 1999..
 DM1204
 DM1204.The orthometric height was scaled from a topographic map.
 DM1204
 DM1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1204
 DM1204.The geoid height was determined by GEOID03.
 DM1204
 DM1204;                    North         East     Units Scale Factor Converg.
 DM1204;SPC TXNC     - 2,207,565.570 1,009,619.361   MT  0.99989806   +2 24 14.6
 DM1204;SPC TXNC     - 7,242,654.71  3,312,392.85   sFT  0.99989806   +2 24 14.6
 DM1204;SPC AR S     -   490,084.292   205,533.520   MT  0.99996821   -1 10 15.3
 DM1204;SPC AR S     - 1,607,884.88    674,321.22   sFT  0.99996821   -1 10 15.3
 DM1204;UTM  15      - 3,702,923.725   398,516.219   MT  0.99972697   -0 36 07.8
 DM1204
 DM1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1204!SPC TXNC     -   0.99998617  x   0.99989806  =   0.99988423
 DM1204!SPC AR S     -   0.99998617  x   0.99996821  =   0.99995438
 DM1204!UTM  15      -   0.99998617  x   0.99972697  =   0.99971314
 DM1204
 DM1204:                Primary Azimuth Mark                     Grid Az
 DM1204:SPC TXNC     -  K 45                                     022 42 15.2
 DM1204:SPC AR S     -  K 45                                     026 16 45.1
 DM1204:UTM  15      -  K 45                                     025 42 37.6
 DM1204
 DM1204|---------------------------------------------------------------------|
 DM1204| PID    Reference Object                     Distance      Geod. Az  |
 DM1204|                                                           dddmmss.s |
 DM1204| CX5021 K 45                                               0250629.8 |
 DM1204| CX6483 HOLLAND RM 3                         31.229 METERS 11650     |
 DM1204| DM1210 TEXARKANA ST L SW RR HOSP CUP       APPROX. 8.0 KM 1235008.8 |
 DM1204| DM1201 TEXARKANA BEECH ST BAP CH DOME      APPROX. 6.2 KM 1251546.8 |
 DM1204| DM1199 TEXARKANA AIRPLANE BEACON           APPROX. 6.3 KM 1335134.7 |
 DM1204| DM1198 TEXARKANA SW GAS AND ELEC STK       APPROX. 6.7 KM 1355217.9 |
 DM1204| DM1202 TEXARKANA FED COMP AND WHSE TK      APPROX. 6.2 KM 1435051.4 |
 DM1204| DM1196 TEXARKANA TEXAS PACIFIC RR TK       APPROX. 6.2 KM 1440314.0 |
 DM1204| DM1205 TEXARKANA WATER TK SW FLAT TOP      APPROX. 8.0 KM 1601314.6 |
 DM1204| CX6482 HOLLAND RM 2                         17.612 METERS 26140     |
 DM1204| CX6481 HOLLAND RM 1                         19.250 METERS 33349     |
 DM1204|---------------------------------------------------------------------|
 DM1204
 DM1204                          SUPERSEDED SURVEY CONTROL
 DM1204
 DM1204  NAD 83(1993)-  33 27 39.44580(N)    094 05 31.39033(W) AD(       ) 1
 DM1204  NAD 83(1993)-  33 27 39.44592(N)    094 05 31.38790(W) AD(       ) 1
 DM1204  NAD 83(1986)-  33 27 39.44757(N)    094 05 31.38168(W) AD(       ) 1
 DM1204  NAD 27      -  33 27 39.00000(N)    094 05 30.69600(W) AD(       ) 1
 DM1204
 DM1204.Superseded values are not recommended for survey control.
 DM1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1204.See file dsdata.txt to determine how the superseded data were derived.
 DM1204
 DM1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9851602924(NAD 83)
 DM1204_MARKER: DS = TRIANGULATION STATION DISK
 DM1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1204
 DM1204  HISTORY     - Date     Condition        Report By
 DM1204  HISTORY     - 1930     MONUMENTED       CGS
 DM1204  HISTORY     - 1935     GOOD             CGS
 DM1204  HISTORY     - 1935     GOOD             TXGS
 DM1204  HISTORY     - 1951     GOOD             CGS
 DM1204  HISTORY     - 1951     GOOD             CGS
 DM1204  HISTORY     - 1956     GOOD             CGS
 DM1204  HISTORY     - 1967     GOOD             BGAS
 DM1204  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1204
 DM1204                          STATION DESCRIPTION
 DM1204
 DM1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1204'ABOUT 3-1/2 MILES NW OF TEXARKANA, ON LAND BELONGING TO MATT
 DM1204'HOLLAND.  TO REACH FROM TEXARKANA, GO W ON HIGHWAY
 DM1204'5, 0.8 MILE BEYOND HANNONS TOURIST CAMP, TO STONE GATEWAY
 DM1204'ON LEFT AT END OF STREET CAR LINE, THENCE N AND NW 2.5 MILES
 DM1204'TO STATION, OVER CITY STREETS AND RICHMOND ROAD.  STATION
 DM1204'IS ABOUT 60 METERS (197 FEET) W BY S OF RICHMOND ROAD, 40
 DM1204'METERS (131 FEET) N OF DIRT ROAD LEADING TO HOLLANDS HOUSE,
 DM1204'AND 70 METERS (230 FEET) S BY W OF TEXARKANA WATER CORPORATION
 DM1204'SUB-STATION, ON TOP OF A SMALL RISE OF GROUND IN A WOOD LOT.
 DM1204'
 DM1204'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DM1204'DISKS SET IN CONCRETE.
 DM1204'NO. 1 IS 19.25 METERS (63.2 FEET) FROM STATION.
 DM1204'NO. 2, 17.61 METERS (57.8 FEET).
 DM1204
 DM1204                          STATION RECOVERY (1935)
 DM1204
 DM1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1204'THIS STATION WAS RECOVERED APPARENTLY AS DESCRIBED, AND ALL
 DM1204'MARKS FOUND IN GOOD CONDITION.  NO OBSERVING PARTY VISITED
 DM1204'THE STATION, SO ANGULAR AND DISTANCE MEASUREMENTS WERE NOT
 DM1204'CHECKED.  THE ORIGINAL DESCRIPTION SEEMS CORRECT IN EVERY
 DM1204'RESPECT.
 DM1204
 DM1204                          STATION RECOVERY (1935)
 DM1204
 DM1204'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 DM1204'THE STREET-CAR LINE HAS BEEN REMOVED.  THIS PART OF THE
 DM1204'DESCRIPTION SHOULD BE REVISED TO READ--
 DM1204'
 DM1204'FROM TEXARKANA GO W ON HIGHWAY 5, 0.6 MILE BEYOND HANNONS TOURIST
 DM1204'CAMP.  THENCE N AND NW, ETC.  REMAINDER OF DESCRIPTION GOOD.
 DM1204
 DM1204                          STATION RECOVERY (1951)
 DM1204
 DM1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 DM1204'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE
 DM1204'TO THE POSSIBILITY OF THE DISTURBANCE OF REFERENCE MARK NO.
 DM1204'1 TO FACILITATE THE CONSTRUCTION OF A HOME, AN ADDITIONAL
 DM1204'REFERENCE MARK WAS ESTABLISHED.  AS NO AZIMUTH MARK WAS
 DM1204'ESTABLISHED IN 1930, NO. K-45 (USE) WAS ESTABLISHED AS SUCH.
 DM1204'THE PROPERTY ON WHICH THE STATION IS LOCATED IS NOW OWNED
 DM1204'BY LEE GRIGGS.  DUE TO SOME CHANGES IN ROADS AND OTHER
 DM1204'PERTINENT DETAIL A COMPLETE DESCRIPTION FOLLOWS.
 DM1204'
 DM1204'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF TEXARKANA,
 DM1204'200 FEET WEST OF THE CENTER OF FARM ROAD 559, AND 66 FEET
 DM1204'SOUTH OF THE SOUTHWEST CORNER OF A HOUSE.
 DM1204'
 DM1204'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DM1204'59 AND 82 IN NORTHWEST TEXARKANA, GO WESTERLY ON HIGHWAY
 DM1204'82 FOR 0.7 MILE TO FARM ROAD 559.  TURN RIGHT AND GO NORTH
 DM1204'ON FARM ROAD 559 FOR 0.5 MILE TO A T-INTERSECTION.  TURN
 DM1204'LEFT AND CONTINUE ON ROAD 559 WEST AND NORTH FOR 2.2 MILES
 DM1204'TO THE STATION ON THE LEFT.
 DM1204'
 DM1204'TO REACH NO. K-45 (USE), GO SOUTHEAST ON FARM ROAD 559 FOR
 DM1204'0.1 MILE TO A DIRT ROAD LEFT.  TURN SHARP LEFT AND GO NORTH
 DM1204'AND NORTHEAST ON THE DIRT ROAD FOR 0.2 MILE TO THE MARK
 DM1204'ON THE RIGHT.
 DM1204'
 DM1204'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 DM1204'HOLLAND 1930.
 DM1204'
 DM1204'REFERENCE MARK NO. 1 IS 10 FEET WEST OF THE SOUTHWEST CORNER
 DM1204'OF THE HOUSE.  THE MARK PROJECTS 12 INCHES AND THE DISK
 DM1204'IS STAMPED HOLLAND NO 1 1930.
 DM1204'
 DM1204'REFERENCE MARK NO. 2 IS 2 FEET EAST OF A 10-INCH PINE TREE.
 DM1204'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HOLLAND
 DM1204'NO 2 1951.
 DM1204'
 DM1204'REFERENCE MARK NO. 3 IS 11 FEET NORTHWEST OF A 24-INCH OAK
 DM1204'TREE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 DM1204'HOLLAND NO 3 1930.
 DM1204'
 DM1204'NO. K-45 (USE) IS 30 FEET EAST OF THE CENTER OF THE DIRT
 DM1204'ROAD, AND 7 FEET EAST OF A FENCE.  THE MARK IS A BRONZE
 DM1204'DISK OF THE UNITED STATES ENGINEER DEPARTMENT SET IN THE
 DM1204'TOP OF A 6-INCH CONCRETE CYLINDER THAT PROJECTS 2 INCHES.
 DM1204'THE DISK IS STAMPED U.S.E.D. K-45 1948 TULSA.
 DM1204'
 DM1204'THE STATION MARK, REFERENCE MARK NO. 1 AND NO. 2 ARE STANDARD
 DM1204'DISKS SET IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.
 DM1204'
 DM1204'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 DM1204'12-INCH CONCRETE CYLINDER.
 DM1204'
 DM1204'HEIGHT OF LIGHT- 34 METERS
 DM1204
 DM1204                          STATION RECOVERY (1951)
 DM1204
 DM1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (DAJ)
 DM1204'THE STATION WAS RECOVERED AS DESCRIBED BY V.R.S. IN 1951
 DM1204'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DIRECTION
 DM1204'TO K-45 (USE) (AZIMUTH MARK) WAS NOT CHECKED.  THE DIRECTIONS
 DM1204'AND DISTANCES TO THE REFERENCE MARKS WAS CHECKED AND FOUND
 DM1204'TO BE CORRECT.  THE 1951 DESCRIPTION BY V.R.S. IS ADEQUATE.
 DM1204'
 DM1204'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DM1204
 DM1204                          STATION RECOVERY (1956)
 DM1204
 DM1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1204'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DM1204'IN GOOD CONDITION AS DESCRIBED.  DID NOT RECOVER AZIMUTH
 DM1204'MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1204
 DM1204                          STATION RECOVERY (1967)
 DM1204
 DM1204'RECOVERY NOTE BY BRUCE AND GUNN AERIAL SURVEYS 1967 (RLW)
 DM1204'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DM1204'K-45 (USE) WAS NOT RECOVERED, DISTANCES AND DIRECTIONS LOCATING
 DM1204'THE MARK AS BEING IN A YARD TO THE NORTH OF A HOUSE IN A
 DM1204'NEWLY DEVELOPED AREA.
 DM1204
 DM1204                          STATION RECOVERY (1997)
 DM1204
 DM1204'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0838 ***********************************************************************
 DO0838  DESIGNATION -  HOLLAND
 DO0838  PID         -  DO0838
 DO0838  STATE/COUNTY-  TX/BAYLOR
 DO0838  USGS QUAD   -  BOMARTON (1966)
 DO0838
 DO0838                         *CURRENT SURVEY CONTROL
 DO0838  ___________________________________________________________________
 DO0838* NAD 83(1993)-  33 32 03.05727(N)    099 22 49.09947(W)     ADJUSTED  
 DO0838* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 DO0838  ___________________________________________________________________
 DO0838  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DO0838  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 DO0838
 DO0838  HORZ ORDER  -  FIRST
 DO0838
 DO0838.The horizontal coordinates were established by classical geodetic methods
 DO0838.and adjusted by the National Geodetic Survey in February 1996..
 DO0838
 DO0838.The orthometric height was scaled from a topographic map.
 DO0838
 DO0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0838
 DO0838.The geoid height was determined by GEOID03.
 DO0838
 DO0838;                    North         East     Units Scale Factor Converg.
 DO0838;SPC TXNC     - 2,207,434.315   518,240.428   MT  0.99990799   -0 28 48.4
 DO0838;SPC TXNC     - 7,242,224.08  1,700,260.47   sFT  0.99990799   -0 28 48.4
 DO0838;UTM  14      - 3,710,573.760   464,688.978   MT  0.99961537   -0 12 36.3
 DO0838
 DO0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0838!SPC TXNC     -   0.99993597  x   0.99990799  =   0.99984397
 DO0838!UTM  14      -   0.99993597  x   0.99961537  =   0.99955137
 DO0838
 DO0838:                Primary Azimuth Mark                     Grid Az
 DO0838:SPC TXNC     -  SEYMOUR MUNICIPAL TANK                   061 23 42.5
 DO0838:UTM  14      -  SEYMOUR MUNICIPAL TANK                   061 07 30.4
 DO0838
 DO0838|---------------------------------------------------------------------|
 DO0838| PID    Reference Object                     Distance      Geod. Az  |
 DO0838|                                                           dddmmss.s |
 DO0838| DO0836 SEYMOUR MUNICIPAL TANK              APPROX.13.7 KM 0605454.1 |
 DO0838| DO0835 SEYMOUR COURTHOUSE DOME             APPROX.12.6 KM 0615530.3 |
 DO0838| CX8310 HOLLAND RM 3                         16.513 METERS 11657     |
 DO0838| CX8307 HOLLAND AZ MK                                      1293628.0 |
 DO0838| CX8308 HOLLAND RM 1                         34.242 METERS 13131     |
 DO0838| DO0868 BOMARTON ET                         APPROX. 7.3 KM 2361038.6 |
 DO0838| DO0869 GOREE TANK                          APPROX.15.3 KM 2414628.1 |
 DO0838| DO0871 MUNDAY WESTERN COTTON CO TANK       APPROX.24.8 KM 2462834.9 |
 DO0838| DO0870 MUNDAY TOWER                        APPROX.24.4 KM 2470133.5 |
 DO0838| CX8309 HOLLAND RM 2                         39.675 METERS 25140     |
 DO0838| CX8311 HOLLAND RM 4                         17.360 METERS 26220     |
 DO0838| DO0921 B K ELECTRIC RADIO TOWER            APPROX.23.5 KM 2913444.4 |
 DO0838|---------------------------------------------------------------------|
 DO0838
 DO0838                          SUPERSEDED SURVEY CONTROL
 DO0838
 DO0838  NAD 83(1993)-  33 32 03.05921(N)    099 22 49.09932(W) AD(       ) 1
 DO0838  NAD 83(1986)-  33 32 03.06429(N)    099 22 49.09074(W) AD(       ) 1
 DO0838  NAD 27      -  33 32 02.71700(N)    099 22 47.80800(W) AD(       ) 1
 DO0838
 DO0838.Superseded values are not recommended for survey control.
 DO0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0838.See file dsdata.txt to determine how the superseded data were derived.
 DO0838
 DO0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC6468910574(NAD 83)
 DO0838_MARKER: DS = TRIANGULATION STATION DISK
 DO0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0838
 DO0838  HISTORY     - Date     Condition        Report By
 DO0838  HISTORY     - 1935     MONUMENTED       CGS
 DO0838  HISTORY     - 1937     SEE DESCRIPTION  TXHD
 DO0838  HISTORY     - 1957     GOOD             CGS
 DO0838  HISTORY     - 1962     GOOD             USGS
 DO0838  HISTORY     - 1963     MARK NOT FOUND   CGS
 DO0838  HISTORY     - 1964     GOOD             CGS
 DO0838  HISTORY     - 1964     MARK NOT FOUND   USDA
 DO0838  HISTORY     - 1966     GOOD             USGS
 DO0838  HISTORY     - 1978     GOOD             NGS
 DO0838  HISTORY     - 1989     GOOD             LOCSUR
 DO0838
 DO0838                          STATION DESCRIPTION
 DO0838
 DO0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0838'STATION IS LOCATED ON PROPERTY OF MR. B.S. HOLLAND, IN SE 1/4
 DO0838'OF SECTION 108, 7.75 MILES WSW OF SEYMOUR, AND 8.25 MILES
 DO0838'A LITTLE E OF S OF RED SPRINGS.  MARK IS SET 85 FEET SW OF
 DO0838'HOUSE AND 30 FEET NW OF FENCE CORNER.
 DO0838'
 DO0838'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS
 DO0838'OF CONCRETE CYLINDERS.
 DO0838'
 DO0838'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS SET IN BLOCKS
 DO0838'OF CONCRETE.
 DO0838'
 DO0838'REFERENCE MARK NO. 1 IS SE OF STATION IN E AND W FENCE LINE
 DO0838'AND 18 FEET S OF CENTER LINE OF E AND W ROAD.
 DO0838'
 DO0838'REFERENCE MARK NO. 2 IS SW OF STATION, IN AN E-W FENCE LINE AND
 DO0838'18 FEET S OF CENTER LINE OF AN E-W ROAD.
 DO0838'
 DO0838'AZIMUTH MARK IS SE OF STATION, IN FENCE LINE, 50 FEET NW OF
 DO0838'CENTER LINE OF U.S. HIGHWAY 277.
 DO0838'
 DO0838'REACHED FROM THE COURTHOUSE IN SEYMOUR, BY GOING SW ON U.S.
 DO0838'HIGHWAY 277, FOR 7.55 MILES OR 2.85 MILES AFTER PASSING FANCHER
 DO0838'RAILROAD STOP SIGN ON LEFT, THEN TURN RIGHT OFF HIGHWAY AT
 DO0838'OBLIQUE CROSS ROAD AND FOLLOW THIS DIRT ROAD PAST BRICK HOUSE
 DO0838'0.9 MILE TO HOME OF MR. HOLLAND AND STATION.
 DO0838'
 DO0838'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DO0838
 DO0838                          STATION RECOVERY (1937)
 DO0838
 DO0838'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0838'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED AND IN GOOD
 DO0838'CONDITION.  STATION IS BURIED.  NO ATTEMPT MADE TO LOCATE
 DO0838'REFERENCE MARK NO. 2 OR AZIMUTH MARK.
 DO0838
 DO0838                          STATION RECOVERY (1957)
 DO0838
 DO0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 DO0838'STATION RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE AZIMUTH
 DO0838'MARK FOUND IN GOOD CONDITION.
 DO0838'
 DO0838'THE STATION MARK IS IN THE DRIVEWAY ABOUT DUE SOUTH OF MR.
 DO0838'HOLLANDS GARAGE AND IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 DO0838'
 DO0838'THE AZIMUTH MARK WAS SET ON U.S. HIGHWAY 277 BUT THE HIGHWAY
 DO0838'HAS BEEN WIDENED ABOUT 10 FEET AND THE MARK WAS PROBABLY
 DO0838'DESTROYED WHEN THIS WAS DONE.  SOME FRAGMENTS OF CONCRETE WERE
 DO0838'FOUND NEAR ITS ORIGINAL SITE.
 DO0838'
 DO0838'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM SEYMOUR IS
 DO0838'ADEQUATE.
 DO0838
 DO0838                          STATION RECOVERY (1962)
 DO0838
 DO0838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DO0838'MARK IS SET 41 FT N OF ROAD, 8 FT N OF FENCE, 39 FT E OF A
 DO0838'TRACK ROAD NORTH, AND 109 FT SE OF THE SE CORNER OF A SMALL
 DO0838'RANCH HOUSE.
 DO0838'
 DO0838'THE HOUSE AND FENCE CORNER ORIGINALLY DESCRIBED IN THE DESCRIPTION
 DO0838'HAVE BEEN REMOVED.
 DO0838
 DO0838                          STATION RECOVERY (1963)
 DO0838
 DO0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JH)
 DO0838'STATION WAS NOT RECOVERED AND REFERENCE MARKS NO. 1 AND 2 WERE
 DO0838'DESTROYED.
 DO0838'
 DO0838'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DO0838
 DO0838                          STATION RECOVERY (1964)
 DO0838
 DO0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 DO0838'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 DO0838'MARKS NO. 1 AND NO. 2 WERE FOUND TO BE DESTROYED.  THE AZIMUTH
 DO0838'MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELEIVED THE AZIMUTH
 DO0838'MARK WAS DESTROYED WHEN U.S. HIGHWAY 277 WAS REBUILT.
 DO0838'
 DO0838'TO REACH THE STATION FROM THE COURTHOUSE IN SEYMOUR, GO SOUTHWEST
 DO0838'ON U.S. HIGHWAY 277 FOR 7.55 MILES TO A CROSSROAD.  TURN RIGHT,
 DO0838'GO WEST-NORTHWESTON A DIRT ROAD FOR 0.9 MILE TO STATION ON
 DO0838'THE RIGHT.
 DO0838'
 DO0838'STATION MARK, A STANDARD DISK STAMPED HOLLAND 1935, IS SET IN
 DO0838'A SQUARE CONCRETE POST WHICH IS 4 INCHES BELOW THE SURFACE
 DO0838'OF THE GROUND.  IT IS 95 FEET EAST OF THE SOUTHEAST CORNER
 DO0838'OF A CYCLONE FENCE AROUND A FARM HOUSE, 37 FEET NORTH OF THE
 DO0838'CENTER LINE OF DIRT ROAD, 96 FEET SOUTHWEST OF A CISTERN, 65 FEET
 DO0838'NORTH OF A GUYED POWER LINE POLE, AND 8 FEET NORTH OF A FENCE
 DO0838'LINE.
 DO0838
 DO0838                          STATION RECOVERY (1964)
 DO0838
 DO0838'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1964 (CLH)
 DO0838'RECOVERED BY USDA-ASCS COLLEGE STA
 DO0838'
 DO0838'STATION WAS NOT RECOVERED.  A SEARCH WAS MADE WITH PROBING BAR
 DO0838'BOTH SW AND W OF OLD HOUSE LOCATION.  THERE WAS NOTHING
 DO0838'DEFINITE LEFT TO GO BY.
 DO0838'
 DO0838'R.M. 1 AND 2 HAVE BEEN DESTROYED.  3/4 OF CONCRETE CYLINDERS WERE
 DO0838'FOUND ON SOUTH SIDE OF ROAD RIGHT OF WAY.  ROAD HAS BEEN WIDENED
 DO0838'AND FENCE REMOVED.  OLD HOLLAND HOUSE HAS BEEN DESTROYED AND YARD
 DO0838'FENCES REMOVED.
 DO0838'
 DO0838'NO ATTEMPT WAS MADE TO LOCATE AZIMUTH MARK.
 DO0838
 DO0838                          STATION RECOVERY (1966)
 DO0838
 DO0838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (CFL)
 DO0838'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DO0838'NEW REFERENCE
 DO0838'MARKS WERE ESTABLISHED.  AZIMUTH MARK WAS NOT SEARCHED FOR.  USGS
 DO0838'STATION BOMARTIN ET 1966 IS VISIBLE FROM THE GROUND AND WILL
 DO0838'SERVE AS THE AZIMUTH MARK.
 DO0838'
 DO0838'REFERENCE MARK NO. 3 IS A USGS BRONZE R.M. TABLET CRIMPED TO A
 DO0838'COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN
 DO0838'A 6 INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  24 FEET
 DO0838'NORTH OF EW ROAD.  0.5 FEET NORTH OF FENCE.  38 FEET EAST
 DO0838'OF GATE POST.  31.825 FEET (9.700 METERS) WSW FROM THE STATION
 DO0838'MARK.  FLUSH WITH GROUND AND STAMPED HOLLAND NO. 3 1966.
 DO0838'
 DO0838'REFERENCE MARK NO. 4 IS A USGS BRONZE R.M. TABLET CRIMPED TO
 DO0838'A COPPER-COATED ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN
 DO0838'A 6 INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  24 FEET
 DO0838'NORTH OF E-W ROAD.  0.5 FEET NORTH OF FENCE.  90 FEET EAST
 DO0838'OF GATE POST.  28.61 FEET (8.719 METERS) ESE FROM THE STATION
 DO0838'MARK.  FLUSH WITH GROUND AND STAMPED HOLLAND NO. 4 1966.
 DO0838
 DO0838                          STATION RECOVERY (1978)
 DO0838
 DO0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DO0838'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 DO0838'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE FOUND TO HAVE
 DO0838'BEEN DESTROYED.
 DO0838'
 DO0838'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME, AND THE
 DO0838'STATION MARK WAS LOWERED TO ABOUT 12-INCHES BELOW THE SURFACE, BY
 DO0838'THE REQUEST OF PROPERTY OWNER, AS THE STATION MARK IS LOCATED IN A
 DO0838'CULTIVATION AREA.
 DO0838'
 DO0838'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DO0838'
 DO0838'THE STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF SEYMOUR AND
 DO0838'0.5 MILE NORTH OF U.S. HIGHWAY 277.
 DO0838'
 DO0838'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 183, 277
 DO0838'AND 283, WHICH IS LOCATED ON THE SOUTHWEST EDGE OF SEYMOUR.  GO
 DO0838'SOUTHWESTERLY ON U.S. HIGHWAY 277 FOR 6.1 MILES TO CROSSROADS.
 DO0838'TURN RIGHT AND GO WEST 1.0 MILE TO STATION ON THE RIGHT.
 DO0838'
 DO0838'THE STATION SURFACE MARK IS A STANDARD DISK, SET IN THE TOP OF A
 DO0838'CONCRETE POST, THAT IS ABOUT 12-INCHES BELOW THE SURFACE OF THE
 DO0838'GROUND AND IS STAMPED HOLLAND 1935 1978.  IT IS 66 FEET NORTH OF A
 DO0838'HIGH LINE POLE, 41 FEET NORTH OF THE CENTER OF ROAD, 156 FEET EAST
 DO0838'OF THE SOUTHWEST CORNER OF A VACANT FARM YARD AND 16 FEET NORTH OF
 DO0838'FENCE LINE AND A METAL WITNESS POST.
 DO0838'
 DO0838'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DO0838'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED HOLLAND
 DO0838'1935 NO 3 1978.  IT IS 52 FEET EAST OF A METAL WITNESS POST, 24
 DO0838'FEET NORTH OF THE CENTER OF ROAD, AND 1-FOOT SOUTH OF THE FENCE
 DO0838'LINE.
 DO0838'
 DO0838'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DO0838'CONCRETE POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED HOLLAND
 DO0838'1935 NO 4 1978.  IT IS 56 FEET WEST OF A METAL WITNESS POST, 24
 DO0838'FEET NORTH OF THE CENTER OF ROAD, 4 FEET EAST OF THE EAST END OF A
 DO0838'BRACED FENCE LINE POST, AND 1-FOOT SOUTH OF THE FENCE LINE.
 DO0838'
 DO0838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SEYMOUR 8-MILES
 DO0838'WEST-SOUTHWEST.
 DO0838
 DO0838                          STATION RECOVERY (1989)
 DO0838
 DO0838'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (RHB)
 DO0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0857 ***********************************************************************
 BM0857  DESIGNATION -  HOLLAND WATER TANK
 BM0857  PID         -  BM0857
 BM0857  STATE/COUNTY-  TX/BELL
 BM0857  USGS QUAD   -  HOLLAND (1964)
 BM0857
 BM0857                         *CURRENT SURVEY CONTROL
 BM0857  ___________________________________________________________________
 BM0857* NAD 83(1993)-  30 52 43.01086(N)    097 24 19.96819(W)     ADJUSTED  
 BM0857* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 BM0857  ___________________________________________________________________
 BM0857  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BM0857  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BM0857
 BM0857  HORZ ORDER  -  THIRD
 BM0857
 BM0857.The horizontal coordinates were established by classical geodetic methods
 BM0857.and adjusted by the National Geodetic Survey in February 1996..
 BM0857
 BM0857.The orthometric height was scaled from a topographic map.
 BM0857
 BM0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0857
 BM0857.The geoid height was determined by GEOID03.
 BM0857
 BM0857;                    North         East     Units Scale Factor Converg.
 BM0857;SPC TX C     - 3,138,033.973   979,904.876   MT  0.99988403   +1 30 28.7
 BM0857;SPC TX C     -10,295,366.46  3,214,904.58   sFT  0.99988403   +1 30 28.7
 BM0857;UTM  14      - 3,417,238.061   652,418.024   MT  0.99988657   +0 49 06.5
 BM0857
 BM0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0857!SPC TX C     -   0.99997953  x   0.99988403  =   0.99986356
 BM0857!UTM  14      -   0.99997953  x   0.99988657  =   0.99986610
 BM0857
 BM0857                          SUPERSEDED SURVEY CONTROL
 BM0857
 BM0857  NAD 83(1986)-  30 52 43.01847(N)    097 24 19.95257(W) AD(       ) 4
 BM0857  NAD 27      -  30 52 42.35800(N)    097 24 18.93800(W) AD(       ) 3
 BM0857
 BM0857.Superseded values are not recommended for survey control.
 BM0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0857.See file dsdata.txt to determine how the superseded data were derived.
 BM0857
 BM0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV5241817238(NAD 83)
 BM0857_MARKER: 53 = ELEVATED TANK
 BM0857
 BM0857  HISTORY     - Date     Condition        Report By
 BM0857  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0857  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0857
 BM0857                          STATION DESCRIPTION
 BM0857
 BM0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0857'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY WATER
 BM0857'SUPPLY, LOCATED 1/2 BLOCK W OF THE CENTER OF TOWN, AND 2 BLOCKS
 BM0857'N OF THE RAILRAOD STATION.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 BM0857'ABOUT 100 FEET HIGH PAINTED BLACK, WITH WHITE LETTERING WELCOME
 BM0857'TO HOLLAND PAINTED ON THE S SIDE.  POINT OBSERVED UPON WAS THE
 BM0857'FINIAL ON THE APEX OF THE ROOF.
 BM0857
 BM0857                          STATION RECOVERY (1990)
 BM0857
 BM0857'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0800 ***********************************************************************
 DO0800  DESIGNATION -  HOLLIDAY LB FINNELL RAD MAST
 DO0800  PID         -  DO0800
 DO0800  STATE/COUNTY-  TX/ARCHER
 DO0800  USGS QUAD   -  HOLLIDAY (1966)
 DO0800
 DO0800                         *CURRENT SURVEY CONTROL
 DO0800  ___________________________________________________________________
 DO0800* NAD 83(1993)-  33 49 22.39146(N)    098 40 55.50509(W)     ADJUSTED  
 DO0800* NAVD 88     -                                                        
 DO0800  ___________________________________________________________________
 DO0800  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DO0800  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DO0800
 DO0800  HORZ ORDER  -  THIRD
 DO0800
 DO0800.The horizontal coordinates were established by classical geodetic methods
 DO0800.and adjusted by the National Geodetic Survey in February 1996..
 DO0800
 DO0800
 DO0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0800
 DO0800.The geoid height was determined by GEOID03.
 DO0800
 DO0800;                    North         East     Units Scale Factor Converg.
 DO0800;SPC TXNC     - 2,239,126.292   583,143.939   MT  0.99996306   -0 05 57.5
 DO0800;SPC TXNC     - 7,346,200.18  1,913,198.07   sFT  0.99996306   -0 05 57.5
 DO0800;UTM  14      - 3,742,563.701   529,419.634   MT  0.99961067   +0 10 37.1
 DO0800
 DO0800                          SUPERSEDED SURVEY CONTROL
 DO0800
 DO0800  NAD 83(1993)-  33 49 22.39106(N)    098 40 55.50652(W) AD(       ) 4
 DO0800  NAD 83(1986)-  33 49 22.39289(N)    098 40 55.49802(W) AD(       ) 4
 DO0800  NAD 27      -  33 49 22.11900(N)    098 40 54.09917(W) AD(       ) 3
 DO0800
 DO0800.Superseded values are not recommended for survey control.
 DO0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0800.See file dsdata.txt to determine how the superseded data were derived.
 DO0800
 DO0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2942042564(NAD 83)
 DO0800
 DO0800  HISTORY     - Date     Condition        Report By
 DO0800  HISTORY     - 1965     MONUMENTED       CGS
 DO0800  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0800
 DO0800                          STATION DESCRIPTION
 DO0800
 DO0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0800'THE STATION IS THE CENTER OF THE TOP OF A 150 FOOT, RED AND
 DO0800'WHITE STEEL MAST.  IT IS LOCATED ABOUT 1 MILE NORTHEAST OF TOWN
 DO0800'AND 200 FEET NORTHWEST OF U.S. HIGHWAY 277.  IT IS PRIVATELY
 DO0800'OWNED BY MR. L.B. FINNELL JR.
 DO0800
 DO0800                          STATION RECOVERY (2001)
 DO0800
 DO0800'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0801 ***********************************************************************
 DO0801  DESIGNATION -  HOLLIDAY MUNICIPAL TANK
 DO0801  PID         -  DO0801
 DO0801  STATE/COUNTY-  TX/ARCHER
 DO0801  USGS QUAD   -  HOLLIDAY (1966)
 DO0801
 DO0801                         *CURRENT SURVEY CONTROL
 DO0801  ___________________________________________________________________
 DO0801* NAD 83(1993)-  33 48 51.90867(N)    098 41 34.04596(W)     ADJUSTED  
 DO0801* NAVD 88     -                                                        
 DO0801  ___________________________________________________________________
 DO0801  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 DO0801  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DO0801
 DO0801  HORZ ORDER  -  THIRD
 DO0801
 DO0801.The horizontal coordinates were established by classical geodetic methods
 DO0801.and adjusted by the National Geodetic Survey in February 1996..
 DO0801
 DO0801
 DO0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0801
 DO0801.The geoid height was determined by GEOID03.
 DO0801
 DO0801;                    North         East     Units Scale Factor Converg.
 DO0801;SPC TXNC     - 2,238,188.896   582,151.152   MT  0.99996108   -0 06 18.5
 DO0801;SPC TXNC     - 7,343,124.74  1,909,940.90   sFT  0.99996108   -0 06 18.5
 DO0801;UTM  14      - 3,741,621.862   528,431.726   MT  0.99960997   +0 10 15.5
 DO0801
 DO0801                          SUPERSEDED SURVEY CONTROL
 DO0801
 DO0801  NAD 83(1993)-  33 48 51.90924(N)    098 41 34.04512(W) AD(       ) 4
 DO0801  NAD 83(1986)-  33 48 51.91370(N)    098 41 34.03099(W) AD(       ) 4
 DO0801  NAD 27      -  33 48 51.55289(N)    098 41 32.83572(W) AD(       ) 3
 DO0801
 DO0801.Superseded values are not recommended for survey control.
 DO0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0801.See file dsdata.txt to determine how the superseded data were derived.
 DO0801
 DO0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC2843241622(NAD 83)
 DO0801
 DO0801  HISTORY     - Date     Condition        Report By
 DO0801  HISTORY     - 1965     MONUMENTED       CGS
 DO0801  HISTORY     - 1975     GOOD             NGS
 DO0801
 DO0801                          STATION DESCRIPTION
 DO0801
 DO0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0801'THE STATION IS THE CENTER OF THE TOP OF A HEMISPHERICAL BOTTOM
 DO0801'ELEVATED WATER TANK, SUPPORTED BY 4 LEGS AND HAS AN OVERALL
 DO0801'HEIGHT OF 120 FEET.  IT IS LOCATED AT THE INTERSECTION OF SOUTH
 DO0801'ELM AND EAST CHESTNUT STREETS IN ABOUT THE CENTER OF TOWN.
 DO0801
 DO0801                          STATION RECOVERY (1975)
 DO0801
 DO0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0801'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5271 ***********************************************************************
 AH5271  DESIGNATION -  HOLLIS ET
 AH5271  PID         -  AH5271
 AH5271  STATE/COUNTY-  TX/BROWN
 AH5271  USGS QUAD   -  STAR MOUNTAIN (1977)
 AH5271
 AH5271                         *CURRENT SURVEY CONTROL
 AH5271  ___________________________________________________________________
 AH5271* NAD 83(1993)-  31 52 36.87079(N)    098 50 55.68564(W)     ADJUSTED  
 AH5271* NAVD 88     -       582.5    (meters)    1911.     (feet)  VERTCON   
 AH5271  ___________________________________________________________________
 AH5271  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AH5271  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH5271
 AH5271  HORZ ORDER  -  THIRD
 AH5271
 AH5271.The horizontal coordinates were established by classical geodetic methods
 AH5271.and adjusted by the National Geodetic Survey in July 1998..
 AH5271
 AH5271.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5271
 AH5271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5271
 AH5271.The geoid height was determined by GEOID03.
 AH5271
 AH5271;                    North         East     Units Scale Factor Converg.
 AH5271;SPC TX C     - 3,245,965.140   840,460.742   MT  0.99999828   +0 45 52.6
 AH5271;SPC TX C     -10,649,470.63  2,757,411.62   sFT  0.99999828   +0 45 52.6
 AH5271;UTM  14      - 3,526,802.032   514,300.554   MT  0.99960252   +0 04 47.5
 AH5271
 AH5271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5271!SPC TX C     -   0.99991270  x   0.99999828  =   0.99991098
 AH5271!UTM  14      -   0.99991270  x   0.99960252  =   0.99951525
 AH5271
 AH5271                          SUPERSEDED SURVEY CONTROL
 AH5271
 AH5271  NGVD 29 (07/28/98)  582.4    (m)         1911.     (f) VERT ANG       
 AH5271
 AH5271.Superseded values are not recommended for survey control.
 AH5271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5271.See file dsdata.txt to determine how the superseded data were derived.
 AH5271
 AH5271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA1430126802(NAD 83)
 AH5271_MARKER: DS = TRIANGULATION STATION DISK
 AH5271_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5271_PROJECTION: FLUSH
 AH5271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5271+STABILITY: SURFACE MOTION
 AH5271
 AH5271  HISTORY     - Date     Condition        Report By
 AH5271  HISTORY     - 1965     MONUMENTED       USGS
 AH5271
 AH5271                          STATION DESCRIPTION
 AH5271
 AH5271'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5271'STATION IS LOCATED 4.0 MI. N. AND 3.5 MI. W. OF BLANKET, IN BROWN
 AH5271'COUNTY, TEXAS.  STATION IS NEAR THE S. END OF PROMINENT N-S. RIDGE,
 AH5271'AND ABOUT A MILE NW. OF A PROMINENT MESA CALLED --SALT MTN--.
 AH5271'TO REACH FROM BLANKET, DRIVE N. 4.0 MI. ON PAVED RD., THENCE W. 4.0
 AH5271'MI. ON PAVED RD. TO WIRE GATE ON RIGHT, THENCE N. INTO PASTURE 0.5 MI.
 AH5271'ON TRACK RD. TO AN OLD CALICHE PIT, IN A FOUR WHEEL DRIVE VEHICLE ONE
 AH5271'CAN FOLLOW OLD RD. NE. TO AN UPPER CALICHE PIT, THENCE ON NE. 100 YDS.
 AH5271'TO N. SIDE OF PIT TO POINT JUST W. OF N-S. FENCE.  PACK SE. ACROSS
 AH5271'FENCE 200 YDS. TO STATION ON ABOUT HIGH GROUND.
 AH5271'STATION MARK--STANDARD ALUMINUM TABLET SET IN TOP OF CONCRETE POST
 AH5271'PROJECTING 0.3 FT., STAMPED---HOLLIS ET 1965---.
 AH5271'UNDERGROUND MARK--STANDARD ALUMINUM TABLET 2.5 FT. UNDER SURFACE MARK,
 AH5271'SET IN CALICHE, STAMPED---HOLLIS ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1015 ***********************************************************************
 CU1015  DESIGNATION -  HOLLOW
 CU1015  PID         -  CU1015
 CU1015  STATE/COUNTY-  TX/SCURRY
 CU1015  USGS QUAD   -  HERMLEIGH (1979)
 CU1015
 CU1015                         *CURRENT SURVEY CONTROL
 CU1015  ___________________________________________________________________
 CU1015* NAD 83(1993)-  32 40 57.24470(N)    100 48 34.97113(W)     ADJUSTED  
 CU1015* NAVD 88     -       720.     (meters)    2362.     (feet)  SCALED    
 CU1015  ___________________________________________________________________
 CU1015  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 CU1015  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CU1015
 CU1015  HORZ ORDER  -  SECOND
 CU1015
 CU1015.The horizontal coordinates were established by classical geodetic methods
 CU1015.and adjusted by the National Geodetic Survey in February 1996..
 CU1015
 CU1015.The orthometric height was scaled from a topographic map.
 CU1015
 CU1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1015
 CU1015.The geoid height was determined by GEOID03.
 CU1015
 CU1015;                    North         East     Units Scale Factor Converg.
 CU1015;SPC TXNC     - 2,115,034.324   383,420.742   MT  0.99989324   -1 15 34.9
 CU1015;SPC TXNC     - 6,939,075.11  1,257,939.55   sFT  0.99989324   -1 15 34.9
 CU1015;UTM  14      - 3,617,544.509   330,329.416   MT  0.99995499   -0 58 38.8
 CU1015
 CU1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1015!SPC TXNC     -   0.99989115  x   0.99989324  =   0.99978440
 CU1015!UTM  14      -   0.99989115  x   0.99995499  =   0.99984615
 CU1015
 CU1015|---------------------------------------------------------------------|
 CU1015| PID    Reference Object                     Distance      Geod. Az  |
 CU1015|                                                           dddmmss.s |
 CU1015| CX8323 HOLLOW RM 1                           7.756 METERS 06925     |
 CU1015| CX8322 HOLLOW AZ MK                                       1793038.0 |
 CU1015| CU1027 SNYDER SW MUN TANK                  APPROX.12.5 KM 2800430.7 |
 CU1015| CU1025 SNYDER S MUN TANK                   APPROX.11.4 KM 2854028.1 |
 CU1015| CU1021 SNYDER E MUN TANK                   APPROX. 8.9 KM 2955816.1 |
 CU1015| CU1024 SNYDER N MUN TANK                   APPROX.11.8 KM 3010832.6 |
 CU1015| CX8324 HOLLOW RM 2                           8.504 METERS 34153     |
 CU1015|---------------------------------------------------------------------|
 CU1015
 CU1015                          SUPERSEDED SURVEY CONTROL
 CU1015
 CU1015  NAD 83(1986)-  32 40 57.24983(N)    100 48 34.96201(W) AD(       ) 2
 CU1015  NAD 27      -  32 40 56.85297(N)    100 48 33.54594(W) AD(       ) 2
 CU1015
 CU1015.Superseded values are not recommended for survey control.
 CU1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1015.See file dsdata.txt to determine how the superseded data were derived.
 CU1015
 CU1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB3032917545(NAD 83)
 CU1015_MARKER: DS = TRIANGULATION STATION DISK
 CU1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1015
 CU1015  HISTORY     - Date     Condition        Report By
 CU1015  HISTORY     - 1968     MONUMENTED       CGS
 CU1015
 CU1015                          STATION DESCRIPTION
 CU1015
 CU1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1015'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST-SOUTHEAST OF SNYDER,
 CU1015'4 MILES NORTHWEST OF HERMLEIGH, 1.5 MILES SOUTH OF U.S. HIGHWAY
 CU1015'180, 1/2 MILE NORTH OF U.S. HIGHWAY 84.  ON PROPERTY OWNED BY
 CU1015'MR. OLIN JOHNSON.
 CU1015'
 CU1015'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 180, BUSINESS 84 AND
 CU1015'STATE HIGHWAY 208 AT THE EAST EDGE OF SNYDER, GO EASTERLY ON
 CU1015'U.S. HIGHWAY 180 FOR 0.65 MILE TO A OVERPASS CROSSING U.S. HIGHWAY
 CU1015'84 BYPASS, CONTINUE EASTERLY ON U.S. HIGHWAY 180 FOR 3 MILES TO A
 CU1015'CROSSROAD, TURN RIGHT AND GO SOUTHERLY ON GRAVELED ROAD FOR 1.55
 CU1015'MILES TO A DRIVEWAY ON THE LEFT AND STATION.
 CU1015'
 CU1015'STATION MARK, A STANDARD DISK, STAMPED HOLLOW 1968, SET IN THE TOP
 CU1015'OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES ABOVE THE
 CU1015'GROUND.  IT IS 39 FEET NORTH OF A NORTHWEST FENCE CORNER, 34 FEET
 CU1015'EAST OF THE APPROXIMATE CENTER OF DIRT ROAD, 29 FEET NORTHEAST OF
 CU1015'INTERSECTION OF DIRT ROAD, 7 FEET SOUTHEAST OF WITNESS POST.
 CU1015'
 CU1015'REFERENCE MARK 1, A STANDARD DISK, STAMPED HOLLOW NO 1 1968, SET
 CU1015'IN THE TOP OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS 5 INCHES
 CU1015'ABOVE THE GROUND.  IT IS 24 FEET NORTH OF APPROXIMATE CENTER OF
 CU1015'ROAD LEADING TO TWO FARM HOUSES.
 CU1015'
 CU1015'REFERENCE MARK 2, A STANDARD DISK, STAMPED HOLLOW NO 2 1968, SET
 CU1015'IN THE TOP OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS 1 INCH ABOVE
 CU1015'THE GROUND.  IT IS 34 FEET EAST OF APPROXIMATE CENTER OF DIRT ROAD.
 CU1015'
 CU1015'AZIMUTH MARK, A STANDARD DISK, STAMPED HOLLOW 1968, CEMENTED IN A
 CU1015'DRILL HOLE IN A HEAD WALL OF A CULVERT ON THE NORTH SIDE OF
 CU1015'U.S. HIGHWAY 84.  IT IS 102 FEET SOUTH OF THE SOUTH RAIL OF
 CU1015'RAILROAD TRACKS, 47 FEET NORTH OF THE NORTH LANE OF
 CU1015'U.S. HIGHWAY 84, 27 FEET NORTH OF STOP SIGN, 15 FEET WEST OF
 CU1015'APPROXIMATE CENTER OF DIRT ROAD, SET IN THE WEST SIDE OF
 CU1015'CULVERT.  TO REACH AZIMUTH MARK FROM THE STATION GO SOUTH ON
 CU1015'DIRT ROAD FOR 0.3 MILE TO A T-ROAD, TURN RIGHT AND GO WESTERLY
 CU1015'FOR 0.1 MILE TO AZIMUTH MARK ON THE RIGHT, JUST AFTER CROSSING
 CU1015'RAILROAD TRACKS.
 CU1015'
 CU1015'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1812 ***********************************************************************
 AH1812  DESIGNATION -  HOLLOW ET
 AH1812  PID         -  AH1812
 AH1812  STATE/COUNTY-  TX/WILSON
 AH1812  USGS QUAD   -  LA VERNIA SW (1992)
 AH1812
 AH1812                         *CURRENT SURVEY CONTROL
 AH1812  ___________________________________________________________________
 AH1812* NAD 83(1993)-  29 21 29.58234(N)    098 08 57.32439(W)     ADJUSTED  
 AH1812* NAVD 88     -       165.9    (meters)     544.     (feet)  VERTCON   
 AH1812  ___________________________________________________________________
 AH1812  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AH1812  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AH1812
 AH1812  HORZ ORDER  -  THIRD
 AH1812
 AH1812.The horizontal coordinates were established by classical geodetic methods
 AH1812.and adjusted by the National Geodetic Survey in July 1998..
 AH1812
 AH1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1812
 AH1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1812
 AH1812.The geoid height was determined by GEOID03.
 AH1812
 AH1812;                    North         East     Units Scale Factor Converg.
 AH1812;SPC TXSC     - 4,169,297.798   682,596.047   MT  0.99986333   +0 25 00.4
 AH1812;SPC TXSC     -13,678,771.19  2,239,483.86   sFT  0.99986333   +0 25 00.4
 AH1812;UTM  14      - 3,247,974.664   582,576.610   MT  0.99968414   +0 25 01.6
 AH1812
 AH1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1812!SPC TXSC     -   0.99997802  x   0.99986333  =   0.99984135
 AH1812!UTM  14      -   0.99997802  x   0.99968414  =   0.99966216
 AH1812
 AH1812                          SUPERSEDED SURVEY CONTROL
 AH1812
 AH1812  NGVD 29 (07/28/98)  165.8    (m)          544.     (f) VERT ANG       
 AH1812
 AH1812.Superseded values are not recommended for survey control.
 AH1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1812.See file dsdata.txt to determine how the superseded data were derived.
 AH1812
 AH1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT8257747975(NAD 83)
 AH1812_MARKER: DS = TRIANGULATION STATION DISK
 AH1812
 AH1812  HISTORY     - Date     Condition        Report By
 AH1812  HISTORY     - 1961     MONUMENTED       USGS
 AH1812
 AH1812                          STATION DESCRIPTION
 AH1812
 AH1812'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH1812'STATION IS LOCATED ABOUT 2 MI. W. OF LA VERNIA ALONG U.S. HIGHWAY 87
 AH1812'AT THE SUMMIT OF A BROAD RIDGE 61 FT. N. OF THE CENTERLINE OF THE
 AH1812'HIGHWAY 30 FT. S. OF THE N. RIGHT-OF-WAY FENCE.
 AH1812'TO REACH FROM THE POST OFFICE IN LA VERNIA, PROCEED W. ON LOOP 321 FOR
 AH1812'0.4 MI. TO INTERSECTION WITH HIGHWAY 87, PROCEED W. ON 87 FOR 1.8 MI.
 AH1812'TO THE STATION ON RIGHT AS DESCRIBED.
 AH1812'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING 0.8
 AH1812'FT. AND STAMPED---HOLLOW ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0590 ***********************************************************************
 CR0590  DESIGNATION -  HOLLY
 CR0590  PID         -  CR0590
 CR0590  STATE/COUNTY-  TX/HENDERSON
 CR0590  USGS QUAD   -  MALLARD HILL (1984)
 CR0590
 CR0590                         *CURRENT SURVEY CONTROL
 CR0590  ___________________________________________________________________
 CR0590* NAD 83(1993)-  32 08 36.56446(N)    095 53 21.01647(W)     ADJUSTED  
 CR0590* NAVD 88     -       150.740  (meters)     494.55   (feet)  ADJUSTED  
 CR0590  ___________________________________________________________________
 CR0590  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CR0590  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0590  DYNAMIC HT  -         150.564 (meters)     493.98  (feet)  COMP
 CR0590  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CR0590
 CR0590  HORZ ORDER  -  THIRD
 CR0590  VERT ORDER  -  SECOND    CLASS 0
 CR0590
 CR0590.The horizontal coordinates were established by classical geodetic methods
 CR0590.and adjusted by the National Geodetic Survey in February 1996..
 CR0590
 CR0590.The orthometric height was determined by differential leveling
 CR0590.and adjusted by the National Geodetic Survey in June 1991..
 CR0590
 CR0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR0590
 CR0590.The geoid height was determined by GEOID03.
 CR0590
 CR0590.The dynamic height is computed by dividing the NAVD 88
 CR0590.geopotential number by the normal gravity value computed on the
 CR0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0590.degrees latitude (g = 980.6199 gals.).
 CR0590
 CR0590.The modeled gravity was interpolated from observed gravity values.
 CR0590
 CR0590;                    North         East     Units Scale Factor Converg.
 CR0590;SPC TXNC     - 2,055,937.195   846,294.385   MT  0.99999720   +1 25 26.2
 CR0590;SPC TXNC     - 6,745,187.28  2,776,550.83   sFT  0.99999720   +1 25 26.2
 CR0590;SPC TX C     - 3,282,964.394 1,119,209.636   MT  1.00008026   +2 17 20.4
 CR0590;SPC TX C     -10,770,859.02  3,671,940.28   sFT  1.00008026   +2 17 20.4
 CR0590;UTM  15      - 3,559,998.256   227,477.707   MT  1.00051600   -1 32 17.2
 CR0590
 CR0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR0590!SPC TXNC     -   0.99998035  x   0.99999720  =   0.99997755
 CR0590!SPC TX C     -   0.99998035  x   1.00008026  =   1.00006061
 CR0590!UTM  15      -   0.99998035  x   1.00051600  =   1.00049634
 CR0590
 CR0590|---------------------------------------------------------------------|
 CR0590| PID    Reference Object                     Distance      Geod. Az  |
 CR0590|                                                           dddmmss.s |
 CR0590| CR0589 HOLLY RM 1                           30.000 METERS 03734     |
 CR0590| CR0592 HOLLY AZ MK                                        2093337.5 |
 CR0590| CR0591 HOLLY RM 2                           27.448 METERS 30026     |
 CR0590|---------------------------------------------------------------------|
 CR0590
 CR0590                          SUPERSEDED SURVEY CONTROL
 CR0590
 CR0590  NAD 83(1986)-  32 08 36.57259(N)    095 53 21.00018(W) AD(       ) 3
 CR0590  NAD 27      -  32 08 36.01400(N)    095 53 20.12800(W) AD(       ) 3
 CR0590  NGVD 29 (??/??/92)  150.744  (m)          494.57   (f) ADJ UNCH    2 0
 CR0590
 CR0590.Superseded values are not recommended for survey control.
 CR0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0590.See file dsdata.txt to determine how the superseded data were derived.
 CR0590
 CR0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR2747859998(NAD 83)
 CR0590_MARKER: DS = TRIANGULATION STATION DISK
 CR0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0590_STAMPING: HOLLY 1947
 CR0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0590+STABILITY: SURFACE MOTION
 CR0590
 CR0590  HISTORY     - Date     Condition        Report By
 CR0590  HISTORY     - 1947     MONUMENTED       CGS
 CR0590  HISTORY     - 1947     GOOD             CGS
 CR0590  HISTORY     - 19771206 MARK NOT FOUND   USGS
 CR0590  HISTORY     - 19951126 MARK NOT FOUND   USPSQD
 CR0590
 CR0590                          STATION DESCRIPTION
 CR0590
 CR0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CR0590'THE STATION IS 7 MILES SOUTH-SOUTHEAST OF MALAKOFF, 5 MILES
 CR0590'SOUTHWEST OF ATHENS, 49 FEET NORTHWEST OF THE CENTER OF FARM
 CR0590'HIGHWAY NO. 59, AND 3 FEET NORTH OF A REFERENCE POST.  IT PROJECTS
 CR0590'6 INCHES AND IS STAMPED HOLLY 1947.
 CR0590'
 CR0590'REFERENCE MARK NO. 1 IS ABOUT 4 FEET BELOW STATION ELEVATION
 CR0590'AND IS 45 FEET NORTHWEST OF THE CENTER OF FARM HIGHWAY NO. 59.
 CR0590'IT PROJECTS 10 INCHES AND IS STAMPED HOLLY NO 1 1947.
 CR0590'
 CR0590'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF A WOODED AREA AND
 CR0590'ABOUT 4.5 FEET BELOW STATION ELEVATION.  IT PROJECTS 6 INCHES AND
 CR0590'IS STAMPED HOLLY NO 2 1947.
 CR0590'
 CR0590'AZIMUTH MARK IS 47 FEET SOUTHEAST OF THE CENTER OF FARM HIGHWAY
 CR0590'NO. 59, 3.5 FEET EAST OF A REFERENCE POST, AND 1.5 FEET NORTH
 CR0590'OF A FENCE LINE.  IT PROJECTS 3 INCHES AND IS STAMPED HOLLY 1947.
 CR0590'
 CR0590'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 CR0590'SQUARE IN ATHENS, GO SOUTH ON STATE HIGHWAY NO. 19 FOR 1.1 MILES,
 CR0590'TURN RIGHT ON FARM HIGHWAY NO. 59 AND GO 3.9 MILES TO THE STATION
 CR0590'ON THE RIGHT.
 CR0590'
 CR0590'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 CR0590'FARM HIGHWAY NO. 59 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 CR0590'LEFT.
 CR0590'
 CR0590'AN 87 FOOT SIGNAL AT ATHENS IS VISIBLE AT 50 FEET.
 CR0590'
 CR0590'A 100 FOOT SIGNAL AT COON IS VISIBLE AT 37 FEET.
 CR0590'
 CR0590'A 74 FOOT SIGNAL AT ANDING IS VISIBLE AT 37 FEET.
 CR0590'
 CR0590'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CR0590
 CR0590                          STATION RECOVERY (1947)
 CR0590
 CR0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CR0590'5.3 MI SW FROM ATHENS.
 CR0590'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 AND 4.1 MILES SOUTHWEST
 CR0590'ALONG FARM HIGHWAY NO. 59 FROM THE COURT HOUSE AT ATHENS, AT THE TOP
 CR0590'OF A SMALL PROMINENT CLEARED KNOLL, 168.0 FEET SOUTHWEST OF THE CENTER
 CR0590'OF THE JUNCTION OF A SMALL DIRT ROAD LEADING SOUTHEAST INTO THE WOODS,
 CR0590'50.0 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 3.0 FEET NORTHEAST
 CR0590'OF A REFERENCE POST, 98.5 FEET SOUTHWEST OF REFERENCE MARK HOLLY NO 1,
 CR0590'90.1 FEET SOUTHEAST OF REFERENCE MARK HOLLY NO 2, BRONZE TRIANGULATION
 CR0590'STATION DISK SET IN A CONCRETE POST ABOUT 10 FEET ABOVE THE HIGHWAY
 CR0590'AND PROJECTING 0.3 FOOT.
 CR0590
 CR0590                          STATION RECOVERY (1977)
 CR0590
 CR0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR0590'MARK NOT FOUND.
 CR0590
 CR0590                          STATION RECOVERY (1995)
 CR0590
 CR0590'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0592 ***********************************************************************
 CR0592  DESIGNATION -  HOLLY AZ MK
 CR0592  PID         -  CR0592
 CR0592  STATE/COUNTY-  TX/HENDERSON
 CR0592  USGS QUAD   -  MALLARD HILL (1984)
 CR0592
 CR0592                         *CURRENT SURVEY CONTROL
 CR0592  ___________________________________________________________________
 CR0592* NAD 83(1986)-  32 08 19.     (N)    095 53 29.     (W)     SCALED    
 CR0592* NAVD 88     -       152.766  (meters)     501.20   (feet)  ADJUSTED  
 CR0592  ___________________________________________________________________
 CR0592  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0592  DYNAMIC HT  -         152.588 (meters)     500.62  (feet)  COMP
 CR0592  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CR0592
 CR0592  VERT ORDER  -  SECOND    CLASS 0
 CR0592
 CR0592.The horizontal coordinates were scaled from a topographic map and have
 CR0592.an estimated accuracy of +/- 6 seconds.
 CR0592
 CR0592.The orthometric height was determined by differential leveling
 CR0592.and adjusted by the National Geodetic Survey in June 1991..
 CR0592
 CR0592.The geoid height was determined by GEOID03.
 CR0592
 CR0592.The dynamic height is computed by dividing the NAVD 88
 CR0592.geopotential number by the normal gravity value computed on the
 CR0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0592.degrees latitude (g = 980.6199 gals.).
 CR0592
 CR0592.The modeled gravity was interpolated from observed gravity values.
 CR0592
 CR0592;                    North         East    Units  Estimated Accuracy
 CR0592;SPC TXNC     - 2,055,390.      846,100.      MT  (+/- 180 meters Scaled)
 CR0592
 CR0592                          SUPERSEDED SURVEY CONTROL
 CR0592
 CR0592  NGVD 29 (??/??/92)  152.769  (m)          501.21   (f) ADJ UNCH    2 0
 CR0592
 CR0592.Superseded values are not recommended for survey control.
 CR0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0592.See file dsdata.txt to determine how the superseded data were derived.
 CR0592
 CR0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR272594(NAD 83)
 CR0592_MARKER: DZ = AZIMUTH MARK DISK
 CR0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0592_STAMPING: HOLLY 1947
 CR0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0592+STABILITY: SURFACE MOTION
 CR0592
 CR0592  HISTORY     - Date     Condition        Report By
 CR0592  HISTORY     - 1947     MONUMENTED       CGS
 CR0592  HISTORY     - 19771206 POOR             USGS
 CR0592  HISTORY     - 19951126 MARK NOT FOUND   USPSQD
 CR0592  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0592
 CR0592                          STATION DESCRIPTION
 CR0592
 CR0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0592'5.7 MI SW FROM ATHENS.
 CR0592'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 AND 4.5 MILES SOUTHWEST
 CR0592'ALONG FARM HIGHWAY NO. 59 FROM THE COURT HOUSE AT ATHENS, 0.2 MILE
 CR0592'NORTHEAST OF A CURVE IN THE HIGHWAY, 146.0 FEET SOUTH OF AND ACROSS
 CR0592'THE HIGHWAY FROM A GUY WIRE BRACED POWER LINE POLE, 47.0 FEET
 CR0592'SOUTHEAST OF THE CENTER OF THE HIGHWAY, 26.0 FEET SOUTHWEST OF THE
 CR0592'CENTER OF AN OLD ABANDONED ONE TRACK DIRT ROAD LEADING SOUTHEAST, 3.5
 CR0592'FEET NORTHEAST OF A REFERENCE POST, 1.5 FOOT NORTHWEST OF THE
 CR0592'SOUTHEAST RIGHT-OF-WAY FENCE, BRONZE AZIMUTH MARK DISK SET IN A
 CR0592'CONCRETE POST ABOUT 2 FEET ABOVE THE HIGHWAY AND PROJECTING 0.3 FOOT.
 CR0592
 CR0592                          STATION RECOVERY (1977)
 CR0592
 CR0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR0592'MARK RECOVERED IN POOR CONDITION.
 CR0592
 CR0592                          STATION RECOVERY (1995)
 CR0592
 CR0592'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0592'MARK NOT FOUND.
 CR0592
 CR0592                          STATION RECOVERY (2004)
 CR0592
 CR0592'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0589 ***********************************************************************
 CR0589  DESIGNATION -  HOLLY RM 1
 CR0589  PID         -  CR0589
 CR0589  STATE/COUNTY-  TX/HENDERSON
 CR0589  USGS QUAD   -  MALLARD HILL (1984)
 CR0589
 CR0589                         *CURRENT SURVEY CONTROL
 CR0589  ___________________________________________________________________
 CR0589* NAD 83(1986)-  32 08 37.     (N)    095 53 21.     (W)     SCALED    
 CR0589* NAVD 88     -       149.361  (meters)     490.03   (feet)  ADJUSTED  
 CR0589  ___________________________________________________________________
 CR0589  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0589  DYNAMIC HT  -         149.187 (meters)     489.46  (feet)  COMP
 CR0589  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CR0589
 CR0589  VERT ORDER  -  SECOND    CLASS 0
 CR0589
 CR0589.The horizontal coordinates were scaled from a topographic map and have
 CR0589.an estimated accuracy of +/- 6 seconds.
 CR0589
 CR0589.The orthometric height was determined by differential leveling
 CR0589.and adjusted by the National Geodetic Survey in June 1991..
 CR0589
 CR0589.The geoid height was determined by GEOID03.
 CR0589
 CR0589.The dynamic height is computed by dividing the NAVD 88
 CR0589.geopotential number by the normal gravity value computed on the
 CR0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0589.degrees latitude (g = 980.6199 gals.).
 CR0589
 CR0589.The modeled gravity was interpolated from observed gravity values.
 CR0589
 CR0589;                    North         East    Units  Estimated Accuracy
 CR0589;SPC TXNC     - 2,055,950.      846,290.      MT  (+/- 180 meters Scaled)
 CR0589
 CR0589                          SUPERSEDED SURVEY CONTROL
 CR0589
 CR0589  NGVD 29 (??/??/92)  149.365  (m)          490.04   (f) ADJ UNCH    2 0
 CR0589
 CR0589.Superseded values are not recommended for survey control.
 CR0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0589.See file dsdata.txt to determine how the superseded data were derived.
 CR0589
 CR0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR274600(NAD 83)
 CR0589_MARKER: DR = REFERENCE MARK DISK
 CR0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0589_STAMPING: HOLLY NO 1 1947
 CR0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0589+STABILITY: SURFACE MOTION
 CR0589
 CR0589  HISTORY     - Date     Condition        Report By
 CR0589  HISTORY     - 1947     MONUMENTED       CGS
 CR0589  HISTORY     - 19771206 MARK NOT FOUND   USGS
 CR0589  HISTORY     - 19951126 MARK NOT FOUND   USPSQD
 CR0589  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0589
 CR0589                          STATION DESCRIPTION
 CR0589
 CR0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0589'5.3 MI SW FROM ATHENS.
 CR0589'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 AND 4.1 MILES SOUTHWEST
 CR0589'ALONG FARM HIGHWAY NO. 59 FROM THE COURT HOUSE AT ATHENS, AT THE
 CR0589'NORTHEAST EDGE OF A SMALL PROMINENT CLEARED KNOLL, 77.0 FEET WEST OF
 CR0589'AND ACROSS THE HIGHWAY FROM THE JUNCTION OF A SMALL DIRT ROAD LEADING
 CR0589'SOUTHEAST INTO THE WOODS, 44.0 FEET NORTHWEST OF THE CENTER OF THE
 CR0589'HIGHWAY, 141.4 FEET EAST OF REFERENCE MARK HOLLY NO 2, 98.5 FEET
 CR0589'NORTHEAST OF HOLLY TRIANGULATION STATION, BRONZE REFERENCE MARK DISK
 CR0589'SET IN A CONCRETE POST ABOUT 3 FEET ABOVE THE HIGHWAY AND PROJECTING
 CR0589'0.6 FOOT.
 CR0589
 CR0589                          STATION RECOVERY (1977)
 CR0589
 CR0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR0589'MARK NOT FOUND.
 CR0589
 CR0589                          STATION RECOVERY (1995)
 CR0589
 CR0589'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0589'MARK NOT FOUND.
 CR0589
 CR0589                          STATION RECOVERY (2004)
 CR0589
 CR0589'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0591 ***********************************************************************
 CR0591  DESIGNATION -  HOLLY RM 2
 CR0591  PID         -  CR0591
 CR0591  STATE/COUNTY-  TX/HENDERSON
 CR0591  USGS QUAD   -  MALLARD HILL (1984)
 CR0591
 CR0591                         *CURRENT SURVEY CONTROL
 CR0591  ___________________________________________________________________
 CR0591* NAD 83(1986)-  32 08 37.     (N)    095 53 21.     (W)     SCALED    
 CR0591* NAVD 88     -       149.513  (meters)     490.53   (feet)  ADJUSTED  
 CR0591  ___________________________________________________________________
 CR0591  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0591  DYNAMIC HT  -         149.339 (meters)     489.96  (feet)  COMP
 CR0591  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 CR0591
 CR0591  VERT ORDER  -  SECOND    CLASS 0
 CR0591
 CR0591.The horizontal coordinates were scaled from a topographic map and have
 CR0591.an estimated accuracy of +/- 6 seconds.
 CR0591
 CR0591.The orthometric height was determined by differential leveling
 CR0591.and adjusted by the National Geodetic Survey in June 1991..
 CR0591
 CR0591.The geoid height was determined by GEOID03.
 CR0591
 CR0591.The dynamic height is computed by dividing the NAVD 88
 CR0591.geopotential number by the normal gravity value computed on the
 CR0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0591.degrees latitude (g = 980.6199 gals.).
 CR0591
 CR0591.The modeled gravity was interpolated from observed gravity values.
 CR0591
 CR0591;                    North         East    Units  Estimated Accuracy
 CR0591;SPC TXNC     - 2,055,950.      846,290.      MT  (+/- 180 meters Scaled)
 CR0591
 CR0591                          SUPERSEDED SURVEY CONTROL
 CR0591
 CR0591  NGVD 29 (??/??/92)  149.517  (m)          490.54   (f) ADJ UNCH    2 0
 CR0591
 CR0591.Superseded values are not recommended for survey control.
 CR0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0591.See file dsdata.txt to determine how the superseded data were derived.
 CR0591
 CR0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR274600(NAD 83)
 CR0591_MARKER: DR = REFERENCE MARK DISK
 CR0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0591_STAMPING: HOLLY NO 2 1947
 CR0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0591+STABILITY: SURFACE MOTION
 CR0591
 CR0591  HISTORY     - Date     Condition        Report By
 CR0591  HISTORY     - 1947     MONUMENTED       CGS
 CR0591  HISTORY     - 19771206 GOOD             USGS
 CR0591  HISTORY     - 19951126 GOOD             USPSQD
 CR0591  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0591
 CR0591                          STATION DESCRIPTION
 CR0591
 CR0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0591'5.3 MI SW FROM ATHENS.
 CR0591'1.2 MILE SOUTH ALONG STATE HIGHWAY NO. 19 AND 4.1 MILES SOUTHWEST
 CR0591'ALONG FARM HIGHWAY NO. 59 FROM THE COURT HOUSE AT ATHENS, AT THE
 CR0591'NORTHWEST EDGE OF A SMALL PROMINENT CLEARED KNOLL, 218.5 FEET WEST OF
 CR0591'AND ACROSS THE HIGHWAY FROM THE JUNCTION OF A SMALL DIRT ROAD LEADING
 CR0591'SOUTHEAST INTO THE WOODS, 140.0 FEET NORTHWEST OF THE CENTER OF THE
 CR0591'HIGHWAY, 141.4 FEET WEST OF REFERENCE MARK HOLLY NO 1, 90.1 FEET
 CR0591'NORTHWEST OF HOLLY TRIANGULATION STATION, BRONZE REFERENCE MARK DISK
 CR0591'SET IN A CONCRETE POST ABOUT 5 FEET ABOVE THE HIGHWAY AND PROJECTING
 CR0591'0.3 FOOT.
 CR0591
 CR0591                          STATION RECOVERY (1977)
 CR0591
 CR0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR0591'RECOVERED IN GOOD CONDITION.
 CR0591
 CR0591                          STATION RECOVERY (1995)
 CR0591
 CR0591'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0591'RECOVERED IN GOOD CONDITION.
 CR0591
 CR0591                          STATION RECOVERY (2004)
 CR0591
 CR0591'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1303 ***********************************************************************
 CR1303  DESIGNATION -  HOLLYWOOD
 CR1303  PID         -  CR1303
 CR1303  STATE/COUNTY-  TX/HENDERSON
 CR1303  USGS QUAD   -  ATHENS (1984)
 CR1303
 CR1303                         *CURRENT SURVEY CONTROL
 CR1303  ___________________________________________________________________
 CR1303* NAD 83(1993)-  32 09 01.89480(N)    095 49 53.62368(W)     ADJUSTED  
 CR1303* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 CR1303  ___________________________________________________________________
 CR1303  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 CR1303  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CR1303
 CR1303  HORZ ORDER  -  THIRD
 CR1303
 CR1303.The horizontal coordinates were established by classical geodetic methods
 CR1303.and adjusted by the National Geodetic Survey in February 1996..
 CR1303
 CR1303.The orthometric height was scaled from a topographic map.
 CR1303
 CR1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1303
 CR1303.The geoid height was determined by GEOID03.
 CR1303
 CR1303;                    North         East     Units Scale Factor Converg.
 CR1303;SPC TXNC     - 2,056,853.733   851,708.009   MT  0.99999528   +1 27 19.3
 CR1303;SPC TXNC     - 6,748,194.29  2,794,312.03   sFT  0.99999528   +1 27 19.3
 CR1303;SPC TX C     - 3,283,962.564 1,124,609.280   MT  1.00008272   +2 19 07.2
 CR1303;SPC TX C     -10,774,133.85  3,689,655.61   sFT  1.00008272   +2 19 07.2
 CR1303;UTM  15      - 3,560,634.095   232,934.200   MT  1.00047968   -1 30 27.7
 CR1303
 CR1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1303!SPC TXNC     -   0.99998079  x   0.99999528  =   0.99997607
 CR1303!SPC TX C     -   0.99998079  x   1.00008272  =   1.00006351
 CR1303!UTM  15      -   0.99998079  x   1.00047968  =   1.00046046
 CR1303
 CR1303|---------------------------------------------------------------------|
 CR1303| PID    Reference Object                     Distance      Geod. Az  |
 CR1303|                                                           dddmmss.s |
 CR1303| CY2135 HOLLYWOOD RM 1                       26.126 METERS 13922     |
 CR1303| CY2136 HOLLYWOOD RM 2                       30.612 METERS 22859     |
 CR1303| CR0691 MILL                                APPROX. 7.2 KM 3282319.5 |
 CR1303| CY2134 HOLLYWOOD AZ MK                                    3315119.5 |
 CR1303| CR1304 ATHENS HENDERSON CO CTHSE FLAG      APPROX. 6.4 KM 3402013.0 |
 CR1303| CR1305 ATHENS MUNICIPAL TANK               APPROX. 6.6 KM 3442559.1 |
 CR1303|---------------------------------------------------------------------|
 CR1303
 CR1303                          SUPERSEDED SURVEY CONTROL
 CR1303
 CR1303  NAD 83(1986)-  32 09 01.90300(N)    095 49 53.60762(W) AD(       ) 3
 CR1303  NAD 27      -  32 09 01.35000(N)    095 49 52.73800(W) AD(       ) 3
 CR1303
 CR1303.Superseded values are not recommended for survey control.
 CR1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1303.See file dsdata.txt to determine how the superseded data were derived.
 CR1303
 CR1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR3293460634(NAD 83)
 CR1303_MARKER: DS = TRIANGULATION STATION DISK
 CR1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1303
 CR1303  HISTORY     - Date     Condition        Report By
 CR1303  HISTORY     - 1947     MONUMENTED       CGS
 CR1303  HISTORY     - 1954     GOOD             CGS
 CR1303  HISTORY     - 19771202 MARK NOT FOUND   USGS
 CR1303  HISTORY     - 1981     MARK NOT FOUND   NGS
 CR1303
 CR1303                          STATION DESCRIPTION
 CR1303
 CR1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CR1303'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF ATHENS ALONG
 CR1303'STATE HIGHWAY NO 19.  IT IS 40 FEET EAST OF THE CENTER OF THE
 CR1303'HIGHWAY, 20 FEET WEST OF FENCE LINE AND 100 FEET SOUTH OF WHITE
 CR1303'PAINTED FARM HOUSE.  THE DISK IS STAMPED HOLLYWOOD 1947 AND
 CR1303'PROJECTS 2 INCHES.
 CR1303'
 CR1303'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 56 FEET EAST
 CR1303'OF THE CENTER OF THE HIGHWAY AND SET IN THE FENCE LINE.  THE
 CR1303'DISK IS STAMPED HOLLYWOOD NO 1 1947 AND PROJECTS 2 INCHES.
 CR1303'
 CR1303'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 54 FEET WEST
 CR1303'OF THE CENTER OF THE HIGHWAY AND 1 FOOT EAST OF FENCE LINE
 CR1303'ACROSS ROAD FROM STATION.  THE DISK IS STAMPED HOLLYWOOD
 CR1303'NO 2 1947 AND PROJECTS 2 INCHES.
 CR1303'
 CR1303'THE AZIMUTH MARK IS 0.65 MILE NORTH-NORTHWEST OF THE STATION,
 CR1303'65 FEET WEST OF THE CENTER OF STATE ROUTE 19, 27 FEET SOUTH OF
 CR1303'CENTER OF DIRT ROAD LEADING WEST AND 1 FOOT SOUTH OF FENCE
 CR1303'CORNER.  THE DISK IS STAMPED HOLLYWOOD 1947 AND PROJECTS 2 INCHES.
 CR1303'
 CR1303'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY 19
 CR1303'AND U.S. HIGHWAY 175 IN ATHENS.  GO SOUTH ON STATE ROUTE 19
 CR1303'FOR 3.2 MILES TO A DIRT ROAD RIGHT AND AZIMUTH MARK AS DESCRIBED,
 CR1303'CONTINUE SOUTH ON NO 19 FOR 0.65 MILE TO THE TOP OF THE GRADE
 CR1303'AND STATION ON THE LEFT AS DESCRIBED.
 CR1303'
 CR1303'A 74 FOOT SIGNAL AT MILL IS VISIBLE AT 37 FEET
 CR1303'
 CR1303'AN 87 FOOT SIGNAL AT ATHENS 1935 IS VISIBLE AT 4 FEET
 CR1303'
 CR1303'A 100 FOOT SIGNAL AT MORROW IS VISIBLE AT 37 FEET
 CR1303'
 CR1303'AN 87 FOOT SIGNAL AT COON 1935 IS VISIBLE AT 4 FEET
 CR1303'
 CR1303'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CR1303
 CR1303                          STATION RECOVERY (1954)
 CR1303
 CR1303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CR1303'STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 CR1303'STATION MARK AND BOTH REFERENCE MARKS WERE COVERED BY DRIFT
 CR1303'SAND.  A 4 X 4 WHITE WITNESS POST WAS SET 18 INCHES SOUTH OF
 CR1303'EACH REFERENCE POST.
 CR1303'
 CR1303'THE AZIMUTH MARK WAS NOT VISIBLE FROM THE STATION AND WAS REMOVED
 CR1303'AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT TO CLEAR NEW
 CR1303'ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS NOT SET.
 CR1303
 CR1303                          STATION RECOVERY (1977)
 CR1303
 CR1303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (GGK)
 CR1303'MARK NOT FOUND.
 CR1303
 CR1303                          STATION RECOVERY (1981)
 CR1303
 CR1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CR1303'THE STATION AND REFERENCE MARKS COULD NOT BE FOUND.  THE AREA HAS
 CR1303'CHANGED A GREAT DEAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1807 ***********************************************************************
 AY1807  DESIGNATION -  HOLLYWOOD PARK HILL EST SPIPE
 AY1807  PID         -  AY1807
 AY1807  STATE/COUNTY-  TX/BEXAR
 AY1807  USGS QUAD   -  LONGHORN (1992)
 AY1807
 AY1807                         *CURRENT SURVEY CONTROL
 AY1807  ___________________________________________________________________
 AY1807* NAD 83(1993)-  29 35 12.15412(N)    098 29 17.96723(W)     ADJUSTED  
 AY1807* NAVD 88     -                                                        
 AY1807  ___________________________________________________________________
 AY1807  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 AY1807  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AY1807
 AY1807  HORZ ORDER  -  THIRD
 AY1807
 AY1807.The horizontal coordinates were established by classical geodetic methods
 AY1807.and adjusted by the National Geodetic Survey in February 1996..
 AY1807
 AY1807
 AY1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1807
 AY1807.The geoid height was determined by GEOID03.
 AY1807
 AY1807;                    North         East     Units Scale Factor Converg.
 AY1807;SPC TXSC     - 4,194,429.330   649,566.515   MT  0.99987286   +0 15 02.4
 AY1807;SPC TXSC     -13,761,223.56  2,131,119.47   sFT  0.99987286   +0 15 02.4
 AY1807;UTM  14      - 3,273,100.099   549,553.487   MT  0.99963030   +0 15 09.5
 AY1807
 AY1807                          SUPERSEDED SURVEY CONTROL
 AY1807
 AY1807  NAD 83(1986)-  29 35 12.15891(N)    098 29 17.94979(W) AD(       ) 4
 AY1807  NAD 27      -  29 35 11.33800(N)    098 29 16.88600(W) AD(       ) 3
 AY1807
 AY1807.Superseded values are not recommended for survey control.
 AY1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1807.See file dsdata.txt to determine how the superseded data were derived.
 AY1807
 AY1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4955373100(NAD 83)
 AY1807_MARKER: 52 = STANDPIPE TANK
 AY1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1807+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2003
 AY1807
 AY1807  HISTORY     - Date     Condition        Report By
 AY1807  HISTORY     - 1953     FIRST OBSERVED   CGS
 AY1807  HISTORY     - 1955     GOOD             CGS
 AY1807  HISTORY     - 1960     GOOD             CGS
 AY1807  HISTORY     - 1961     GOOD             CGS
 AY1807  HISTORY     - 1965     GOOD             CGS
 AY1807  HISTORY     - 1975     GOOD             NGS
 AY1807  HISTORY     - 19990223 GOOD             USPSQD
 AY1807  HISTORY     - 20030508 GOOD             USPSQD
 AY1807
 AY1807                          STATION DESCRIPTION
 AY1807
 AY1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1807'LOCATED ABOUT 12 MILES DUE NORTH OF THE CENTER OF SAN ANTONIO,
 AY1807'1 MILE WEST OF U.S. HIGHWAY 281, AT THE CORNER OF LIMESTONE
 AY1807'CREEK AND CROKER ROADS IN HOLLYWOOD PARK, A HOUSING DEVELOPING
 AY1807'PROJECT OF THE HILL COUNTRY ESTATES.  THE STANDPIPE IS MADE
 AY1807'OF STEEL, PAINTED SILVER, 110 FEET HIGH, AND 48 FEET IN
 AY1807'CIRCUMFRANCE.
 AY1807'
 AY1807'THE POINT INTERSECTED WAS THE TOP OF THE STANDPIPE.
 AY1807
 AY1807                          STATION RECOVERY (1955)
 AY1807
 AY1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 AY1807'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND THE
 AY1807'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTION--
 AY1807'
 AY1807'THE STANDPIPE IS NOW AT THE CORNER OF LIMESTONE CREEK ROAD
 AY1807'AND TOWER DRIVE IN HOLLYWOOD PARK.
 AY1807
 AY1807                          STATION RECOVERY (1960)
 AY1807
 AY1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AY1807'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AY1807'PER THE 1955 RECOVERY NOTE.
 AY1807
 AY1807                          STATION RECOVERY (1961)
 AY1807
 AY1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 AY1807'THE STATION WAS RECOVERED AS DESCRIBED BY L.W.Q. IN 1955.
 AY1807
 AY1807                          STATION RECOVERY (1965)
 AY1807
 AY1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 AY1807'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AY1807'CONDITION.
 AY1807
 AY1807                          STATION RECOVERY (1975)
 AY1807
 AY1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 AY1807'THE STATION WAS RECOVERED AS DESCRIBED BY C.T.H. IN 1953.
 AY1807'
 AY1807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 AY1807'NORTH OF SAN ANTONIO
 AY1807
 AY1807                          STATION RECOVERY (1999)
 AY1807
 AY1807'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1807'RECOVERED IN GOOD CONDITION.
 AY1807
 AY1807                          STATION RECOVERY (2003)
 AY1807
 AY1807'RECOVERY NOTE BY US POWER SQUADRON 2003 (LBW)
 AY1807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0679 ***********************************************************************
 DP0679  DESIGNATION -  HOLMES
 DP0679  PID         -  DP0679
 DP0679  STATE/COUNTY-  TX/HALE
 DP0679  USGS QUAD   -  UNDERWOOD (1985)
 DP0679
 DP0679                         *CURRENT SURVEY CONTROL
 DP0679  ___________________________________________________________________
 DP0679* NAD 83(1993)-  33 55 43.47331(N)    101 52 15.40426(W)     ADJUSTED  
 DP0679* NAVD 88     -      1036.7    (meters)    3401.     (feet)  VERTCON   
 DP0679  ___________________________________________________________________
 DP0679  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DP0679  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DP0679
 DP0679  HORZ ORDER  -  FIRST
 DP0679
 DP0679.The horizontal coordinates were established by classical geodetic methods
 DP0679.and adjusted by the National Geodetic Survey in February 1996..
 DP0679
 DP0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0679
 DP0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0679
 DP0679.The geoid height was determined by GEOID03.
 DP0679
 DP0679;                    North         East     Units Scale Factor Converg.
 DP0679;SPC TXNC     - 2,255,853.116   288,372.822   MT  0.99998964   -1 50 18.6
 DP0679;SPC TXNC     - 7,401,078.10    946,103.17   sFT  0.99998964   -1 50 18.6
 DP0679;UTM  14      - 3,757,968.212   234,611.034   MT  1.00046833   -1 36 12.2
 DP0679
 DP0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0679!SPC TXNC     -   0.99984128  x   0.99998964  =   0.99983092
 DP0679!UTM  14      -   0.99984128  x   1.00046833  =   1.00030954
 DP0679
 DP0679:                Primary Azimuth Mark                     Grid Az
 DP0679:SPC TXNC     -  HALE CENTER MUNICIPAL TANK               011 01 25.7
 DP0679:UTM  14      -  HALE CENTER MUNICIPAL TANK               010 47 19.3
 DP0679
 DP0679|---------------------------------------------------------------------|
 DP0679| PID    Reference Object                     Distance      Geod. Az  |
 DP0679|                                                           dddmmss.s |
 DP0679| EN0872 HALE CENTER MUNICIPAL TANK          APPROX.15.3 KM 0091107.1 |
 DP0679| CJ7482 HOLMES RM 1                          15.660 METERS 12838     |
 DP0679| DP0681 TUCO UTILITIES CO WATER TANK        APPROX. 6.7 KM 1580539.3 |
 DP0679| CJ7483 HOLMES RM 2                                        18035     |
 DP0679| DP0685 FOSTER                              APPROX.15.5 KM 1882426.1 |
 DP0679|---------------------------------------------------------------------|
 DP0679
 DP0679                          SUPERSEDED SURVEY CONTROL
 DP0679
 DP0679  NAD 83(1986)-  33 55 43.47899(N)    101 52 15.39781(W) AD(       ) 1
 DP0679  NAD 27      -  33 55 43.20500(N)    101 52 13.76900(W) AD(       ) 1
 DP0679  NGVD 29 (07/19/86) 1036.3    (m)         3400.     (f) VERT ANG       
 DP0679
 DP0679.Superseded values are not recommended for survey control.
 DP0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0679.See file dsdata.txt to determine how the superseded data were derived.
 DP0679
 DP0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3461157968(NAD 83)
 DP0679_MARKER: DS = TRIANGULATION STATION DISK
 DP0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0679
 DP0679  HISTORY     - Date     Condition        Report By
 DP0679  HISTORY     - 1932     MONUMENTED       CGS
 DP0679  HISTORY     - 1937     GOOD             TSI
 DP0679  HISTORY     - 1964     POOR             USDA
 DP0679  HISTORY     - 1964     SEE DESCRIPTION  CGS
 DP0679  HISTORY     - 1986     GOOD             AMOCO
 DP0679
 DP0679                          STATION DESCRIPTION
 DP0679
 DP0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DP0679'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33101-4, STATION 1005.
 DP0679
 DP0679                          STATION RECOVERY (1937)
 DP0679
 DP0679'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 DP0679'DESCRIPTION SATISFACTORY.
 DP0679
 DP0679                          STATION RECOVERY (1964)
 DP0679
 DP0679'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1964 (ORC)
 DP0679'STATION WAS FOUND LYING ON ITS SIDE ON WEST EDGE OF ROAD,
 DP0679'APPARENTLY PUSHED OVER BY ROAD GRADER.  R.M. 1 AND 2 WERE
 DP0679'FOUND INTACT IN THEIR DESCRIBED LOCATION.
 DP0679
 DP0679                          STATION RECOVERY (1964)
 DP0679
 DP0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0679'THE STATION MARK WAS RECOVERED, HOWEVER, IT HAD BEEN TILTED OUT OF
 DP0679'POSITION.  IT WAS REMOVED AND THE SUBSURFACE MARK WAS RECOVERED IN
 DP0679'GOOD CONDITION.  THE REFERENCE MARKS WERE NOT RECOVERED.  A TOWER
 DP0679'CAN NO LONGER BE ERECTED OVER THE STATION DUE TO OVERHEAD POWER
 DP0679'LINES, THEREFORE TRIANGULATION STATION HOLMES 2 WAS ESTABLISHED
 DP0679'IN THE NEAR VICINITY, AND A TRAVERSE CONNECTION WAS MADE, THE
 DP0679'DISTANCE BEING 113.322 METERS (OR 371.79 FEET) NORTHWEST OF HOLMES
 DP0679'1932.
 DP0679'
 DP0679'THE UNDERGROUND MARK IS A STANDARD DISK, STAMPED HOLMES 1932, SET
 DP0679'IN THE TOP OF A SMALL BLOCK OF CONCRETE 18 INCHES BELOW THE GROUND
 DP0679'SURFACE.  IT IS 96.5 FEET SOUTH OF A GUYED POWER LINE POLE WITH A
 DP0679'TRIANGLE BLAZE ON THE SOUTH SIDE, 81.0 FEET NORTH NORTHEAST OF THE
 DP0679'EAST ONE OF TWO POWER LINE POLES WITH A TRIANGLE BLAZE ON THE
 DP0679'NORTH SIDE AND 21 FEET WEST OF THE CENTER OF A BLADED ROAD.
 DP0679'
 DP0679'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 DP0679
 DP0679                          STATION RECOVERY (1986)
 DP0679
 DP0679'RECOVERY NOTE BY AMOCO OIL COMPANY 1986 (LCC)
 DP0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0431 ***********************************************************************
 BQ0431  DESIGNATION -  HOLMES
 BQ0431  PID         -  BQ0431
 BQ0431  STATE/COUNTY-  TX/PRESIDIO
 BQ0431  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0431
 BQ0431                         *CURRENT SURVEY CONTROL
 BQ0431  ___________________________________________________________________
 BQ0431* NAD 83(1993)-  30 14 47.84128(N)    104 04 25.13932(W)     ADJUSTED  
 BQ0431* NAVD 88     -      1478.     (meters)    4849.     (feet)  SCALED    
 BQ0431  ___________________________________________________________________
 BQ0431  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 BQ0431  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BQ0431
 BQ0431  HORZ ORDER  -  SECOND
 BQ0431
 BQ0431.The horizontal coordinates were established by classical geodetic methods
 BQ0431.and adjusted by the National Geodetic Survey in February 1996..
 BQ0431
 BQ0431.The orthometric height was scaled from a topographic map.
 BQ0431
 BQ0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0431
 BQ0431.The geoid height was determined by GEOID03.
 BQ0431
 BQ0431;                    North         East     Units Scale Factor Converg.
 BQ0431;SPC TXSC     - 4,278,057.721   111,835.618   MT  0.99998960   -2 29 08.3
 BQ0431;SPC TXSC     -14,035,594.37    366,914.02   sFT  0.99998960   -2 29 08.3
 BQ0431;UTM  13      - 3,346,476.586   589,124.516   MT  0.99969799   +0 27 60.0
 BQ0431
 BQ0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0431!SPC TXSC     -   0.99977126  x   0.99998960  =   0.99976086
 BQ0431!UTM  13      -   0.99977126  x   0.99969799  =   0.99946932
 BQ0431
 BQ0431:                Primary Azimuth Mark                     Grid Az
 BQ0431:SPC TXSC     -  HOLMES AZ MK                             023 53 29.4
 BQ0431:UTM  13      -  HOLMES AZ MK                             020 56 21.1
 BQ0431
 BQ0431|---------------------------------------------------------------------|
 BQ0431| PID    Reference Object                     Distance      Geod. Az  |
 BQ0431|                                                           dddmmss.s |
 BQ0431| CH9584 HOLMES AZ MK                                       0212421.1 |
 BQ0431| CH9586 HOLMES RM 2                          15.012 METERS 11123     |
 BQ0431| CH9585 HOLMES RM 1                          14.572 METERS 34827     |
 BQ0431|---------------------------------------------------------------------|
 BQ0431
 BQ0431                          SUPERSEDED SURVEY CONTROL
 BQ0431
 BQ0431  NAD 83(1986)-  30 14 47.83706(N)    104 04 25.13771(W) AD(       ) 2
 BQ0431  NAD 27      -  30 14 47.25900(N)    104 04 23.46500(W) AD(       ) 2
 BQ0431
 BQ0431.Superseded values are not recommended for survey control.
 BQ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0431.See file dsdata.txt to determine how the superseded data were derived.
 BQ0431
 BQ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP8912546477(NAD 83)
 BQ0431_MARKER: DS = TRIANGULATION STATION DISK
 BQ0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0431
 BQ0431  HISTORY     - Date     Condition        Report By
 BQ0431  HISTORY     - 1942     MONUMENTED       CGS
 BQ0431  HISTORY     - 1972     GOOD             ARCO
 BQ0431
 BQ0431                          STATION DESCRIPTION
 BQ0431
 BQ0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0431'STATION IS LOCATED ABOUT 5-1/2 MILES SW OF MARFA, 2 MILES WSW
 BQ0431'OF THE H.B. HOLMES RANCH, AND ON THE SUMMIT OF THE RANCHERIA
 BQ0431'HILLS.  ON THE PROPERTY BELONGING TO MR. HOLMES.  IT IS ABOUT
 BQ0431'100 YARDS NW OF A WINDMILL.
 BQ0431'
 BQ0431'STATION MARK IS A STANDARD DISK, STAMPED HOLMES 1942, SET IN
 BQ0431'A CONCRETE BLOCK AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 BQ0431'
 BQ0431'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HOLMES 1942
 BQ0431'NO. 1, SET IN A CONCRETE BLOCK WHICH PROJECTS ABOUT 10 INCHES
 BQ0431'ABOVE THE GROUND.
 BQ0431'
 BQ0431'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HOLMES 1942
 BQ0431'NO. 2, SET IN A CONCRETE BLOCK WHICH PROJECTS ABOUT 10 INCHES
 BQ0431'ABOVE THE GROUND.
 BQ0431'
 BQ0431'AZIMUTH MARK IS A STANDARD DISK, STAMPED HOLMES 1942, SET IN
 BQ0431'A CONCRETE BLOCK WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 BQ0431'
 BQ0431'NO UNDERGROUND MARK WAS ESTABLISHED.
 BQ0431'
 BQ0431'TO REACH FROM JUNCTION OF HIGHWAYS 90 AND 67 IN MARFA,
 BQ0431'GO S ON HIGHWAY 67 TOWARDS PRESIDIO FOR 3.6 MILES, THENCE
 BQ0431'TURN RIGHT THROUGH A CATTLE GUARD, FOLLOW GRADED DIRT ROAD
 BQ0431'WESTWARD 1.2 MILES TO THE H.B. HOLMES RANCH, HERE TURN SHARP
 BQ0431'LEFT AND GO AROUND FENCE CORNER FOR 0.1 MILE TO CATTLE GUARD,
 BQ0431'APSS OVER CATTLE GUARD AND CONTINUE ON TRACK ROAD 0.25 MILE,
 BQ0431'TAKE LEFT FORK AND CONTINUE EASTWARD 0.7 MILE, HERE MAKE A
 BQ0431'RIGHT ANGLE TURN TO THE RIGHT AND DRIVE 1.3 MILES TO HIGHEST
 BQ0431'OF LOW HILLS AND STATION.
 BQ0431
 BQ0431                          STATION RECOVERY (1972)
 BQ0431
 BQ0431'RECOVERY NOTE BY ATLANTIC RICHFIELD COMPANY 1972 (OWC)
 BQ0431'$
 BQ0431'HOLMES-GOOD
 BQ0431'
 BQ0431'HOLMES NO. 1-GOOD
 BQ0431'
 BQ0431'HOLMES NO. 2-GOOD
 BQ0431'
 BQ0431'AZIMUTH WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0680 ***********************************************************************
 DP0680  DESIGNATION -  HOLMES 2
 DP0680  PID         -  DP0680
 DP0680  STATE/COUNTY-  TX/HALE
 DP0680  USGS QUAD   -  UNDERWOOD (1985)
 DP0680
 DP0680                         *CURRENT SURVEY CONTROL
 DP0680  ___________________________________________________________________
 DP0680* NAD 83(1993)-  33 55 46.90092(N)    101 52 17.00419(W)     ADJUSTED  
 DP0680* NAVD 88     -      1038.3    (meters)    3406.     (feet)  VERTCON   
 DP0680  ___________________________________________________________________
 DP0680  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DP0680  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 DP0680
 DP0680  HORZ ORDER  -  SECOND
 DP0680
 DP0680.The horizontal coordinates were established by classical geodetic methods
 DP0680.and adjusted by the National Geodetic Survey in February 1996..
 DP0680
 DP0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0680
 DP0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0680
 DP0680.The geoid height was determined by GEOID03.
 DP0680
 DP0680;                    North         East     Units Scale Factor Converg.
 DP0680;SPC TXNC     - 2,255,959.989   288,335.140   MT  0.99998990   -1 50 19.5
 DP0680;SPC TXNC     - 7,401,428.73    945,979.54   sFT  0.99998990   -1 50 19.5
 DP0680;UTM  14      - 3,758,074.980   234,572.895   MT  1.00046858   -1 36 13.2
 DP0680
 DP0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0680!SPC TXNC     -   0.99984103  x   0.99998990  =   0.99983093
 DP0680!UTM  14      -   0.99984103  x   1.00046858  =   1.00030953
 DP0680
 DP0680:                Primary Azimuth Mark                     Grid Az
 DP0680:SPC TXNC     -  HOLMES 2 AZ MK                           005 37 14.4
 DP0680:UTM  14      -  HOLMES 2 AZ MK                           005 23 08.1
 DP0680
 DP0680|---------------------------------------------------------------------|
 DP0680| PID    Reference Object                     Distance      Geod. Az  |
 DP0680|                                                           dddmmss.s |
 DP0680| CJ7484 HOLMES 2 AZ MK                                     0034654.9 |
 DP0680| CJ7485 HOLMES 2 RM 3                        37.762 METERS 08314     |
 DP0680| DP0679 HOLMES                              113.322 METERS 15844     |
 DP0680| CJ7486 HOLMES 2 RM 4                        23.250 METERS 17933     |
 DP0680|---------------------------------------------------------------------|
 DP0680
 DP0680                          SUPERSEDED SURVEY CONTROL
 DP0680
 DP0680  NAD 83(1986)-  33 55 46.90662(N)    101 52 16.99775(W) AD(       ) 2
 DP0680  NAD 27      -  33 55 46.63272(N)    101 52 15.36884(W) AD(       ) 2
 DP0680  NGVD 29 (07/28/98) 1037.9    (m)         3405.     (f) VERT ANG       
 DP0680
 DP0680.Superseded values are not recommended for survey control.
 DP0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0680.See file dsdata.txt to determine how the superseded data were derived.
 DP0680
 DP0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3457358075(NAD 83)
 DP0680_MARKER: DS = TRIANGULATION STATION DISK
 DP0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0680
 DP0680  HISTORY     - Date     Condition        Report By
 DP0680  HISTORY     - 1964     MONUMENTED       CGS
 DP0680  HISTORY     - 1986     GOOD             AMOCO
 DP0680
 DP0680                          STATION DESCRIPTION
 DP0680
 DP0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0680'DESCRIPTION AND POSITION LISTED IN NGS NORTHWEST TEXAS AREA G-3442.
 DP0680'THE STATION IS LOCATED ABOUT 16-1/2 MI. W-NW. OF PETERSBURG, 9-1/2 MI.
 DP0680'S. OF HALE CENTER, 7 MI. N-NW. OF ABERNATHY AND ON THE PROPERTY OF
 DP0680'ISAAC HOLMES.  THIS IS IN THE IMMEDIATE VICINITY OF TRIANGULATION
 DP0680'STATION --HOLMES 1932--.
 DP0680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM
 DP0680'ROAD 1914 IN HALE CENTER, GO S. ON U.S. HIGHWAY 87 FOR 9.3 MI. TO A
 DP0680'BLADED CROSSROAD.  TURN RIGHT AND GO W. FOR 1.0 MI. TO A CROSSROAD AND
 DP0680'THE AZIMUTH MARK IN THE NW. QUARTER OF THE INTERSECTION.  TURN LEFT
 DP0680'AND GO S. FOR 0.3 MI. TO THE HOME OF ISAAC HOLMES ON THE RIGHT AND THE
 DP0680'STATION.
 DP0680'THE STATION MARK IS A STANDARD DISK, STAMPED---HOLMES 2 1964---, SET
 DP0680'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 2 IN. BELOW THE
 DP0680'GROUND SURFACE.  IT IS 44.0 FT. W-NW. OF A 20 IN. TREE, 41.5 FT. N-NE.
 DP0680'OF POWER LINE POLE NUMBER 26, 38.4 FT. NW. OF THE NW. CORNER OF ISAAC
 DP0680'HOLMES HOUSE, AND 7.8 FT. NW. OF THE NW. CORNER OF THE YARD FENCE.
 DP0680'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---HOLMES 2 NO 3 1964---,
 DP0680'SET IN THE TOP OF A 12 IN. SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 DP0680'IN. ABOVE THE GROUND.  IT IS 39.7 FT. NE. OF THE NE. CORNER OF THE
 DP0680'YARD FENCE, 31 FT. W. OF THE CENTER OF A BLADED RD., 3.7 FT. S. OF THE
 DP0680'EASTERLY MOST ONE OF A ROW OF TREES, AND ABOUT THE SAME ELEVATION AS
 DP0680'THE STATION.
 DP0680'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---HOLMES 2 NO 4 1964---,
 DP0680'SET IN THE TOP OF A 12 IN. SQUARE CONCRETE MONUMENT THAT IS 2 IN.
 DP0680'BELOW THE GROUND SURFACE.  IT IS 36.5 FT. W-SW. OF THE SW. CORNER OF
 DP0680'THE HOUSE, 6.0 FT. E. OF THE CENTER OF A GAS METER, 1.9 FT. W-NW. OF
 DP0680'THE SW. CORNER OF THE YARD FENCE, AND AT ABOUT THE SAME ELEVATION AS
 DP0680'THE STATION.
 DP0680'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---HOLMES 2 1964---, SET
 DP0680'IN THE TOP OF A 12 IN. SQUARE CONCRETE MONUMENT THAT PROJECTS 3 IN.
 DP0680'ABOVE THE GROUND.  IT IS 55 FT. N. OF THE CENTER OF AN E-W. BLADED
 DP0680'RD., 32 FT. W. OF THE CENTER OF A N-S. BLADED RD., 10.5 FT. E. OF THE
 DP0680'W. ONE OF A DOUBLE POWER LINE POLE, 2.6 FT. W. OF THE E. POWER LINE
 DP0680'POLE AND 2.2 FT. E. OF A WITNESS POST.
 DP0680
 DP0680                          STATION RECOVERY (1986)
 DP0680
 DP0680'RECOVERY NOTE BY AMOCO OIL COMPANY 1986 (LCC)
 DP0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1383 ***********************************************************************
 AW1383  DESIGNATION -  HOLT
 AW1383  PID         -  AW1383
 AW1383  STATE/COUNTY-  TX/GALVESTON
 AW1383  USGS QUAD   -  HIGH ISLAND (1994)
 AW1383
 AW1383                         *CURRENT SURVEY CONTROL
 AW1383  ___________________________________________________________________
 AW1383* NAD 83(1993)-  29 31 48.77949(N)    094 26 31.55363(W)     ADJUSTED  
 AW1383* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 AW1383  ___________________________________________________________________
 AW1383  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AW1383  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1383
 AW1383  HORZ ORDER  -  SECOND
 AW1383
 AW1383.The horizontal coordinates were established by classical geodetic methods
 AW1383.and adjusted by the National Geodetic Survey in February 1996..
 AW1383
 AW1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1383
 AW1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1383
 AW1383.The geoid height was determined by GEOID03.
 AW1383
 AW1383;                    North         East     Units Scale Factor Converg.
 AW1383;SPC TXSC     - 4,196,667.221 1,041,661.851   MT  0.99986903   +2 13 58.7
 AW1383;SPC TXSC     -13,768,565.71  3,417,518.92   sFT  0.99986903   +2 13 58.7
 AW1383;UTM  15      - 3,267,598.313   360,254.897   MT  0.99984096   -0 42 39.2
 AW1383
 AW1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1383!SPC TXSC     -   1.00000392  x   0.99986903  =   0.99987294
 AW1383!UTM  15      -   1.00000392  x   0.99984096  =   0.99984487
 AW1383
 AW1383:                Primary Azimuth Mark                     Grid Az
 AW1383:SPC TXSC     -  HIGH IS ST MATHEWS METH CHURCH           048 52 01.4
 AW1383:UTM  15      -  HIGH IS ST MATHEWS METH CHURCH           051 48 39.3
 AW1383
 AW1383|---------------------------------------------------------------------|
 AW1383| PID    Reference Object                     Distance      Geod. Az  |
 AW1383|                                                           dddmmss.s |
 AW1383| AW5757 HIGH IS ST MATHEWS METH CHURCH      APPROX. 6.2 KM 0510600.1 |
 AW1383| AW5760 HIGH IS MECOM TRANSPORT CO MST      APPROX. 5.4 KM 0541206.6 |
 AW1383| AW2501 HIGHLAND 2                          APPROX. 6.6 KM 0545709.7 |
 AW1383| AW5759 HIGH IS PAN AM PETROL CO MAST       APPROX. 5.6 KM 0552104.1 |
 AW1383| AW1382 HOLT RM 2                            18.500 METERS 11019     |
 AW1383| CV9894 HOLT RM 1                            26.769 METERS 16833     |
 AW1383|---------------------------------------------------------------------|
 AW1383
 AW1383                          SUPERSEDED SURVEY CONTROL
 AW1383
 AW1383  NAD 83(1993)-  29 31 48.78276(N)    094 26 31.55272(W) AD(       ) 2
 AW1383  NAD 83(1986)-  29 31 48.79918(N)    094 26 31.53370(W) AD(       ) 2
 AW1383  NAD 27      -  29 31 47.96830(N)    094 26 30.84710(W) AD(       ) 2
 AW1383  NGVD 29 (07/19/86)    1.9    (m)            6.     (f) VERT ANG       
 AW1383
 AW1383.Superseded values are not recommended for survey control.
 AW1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1383.See file dsdata.txt to determine how the superseded data were derived.
 AW1383
 AW1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN6025567598(NAD 83)
 AW1383_MARKER: DS = TRIANGULATION STATION DISK
 AW1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1383_SP_SET: CONCRETE POST
 AW1383_STAMPING: HOLT 1963
 AW1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1383+STABILITY: SURFACE MOTION
 AW1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1383+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 AW1383
 AW1383  HISTORY     - Date     Condition        Report By
 AW1383  HISTORY     - 1963     MONUMENTED       CGS
 AW1383  HISTORY     - 1977     GOOD             NGS
 AW1383  HISTORY     - 1978     GOOD             NGS
 AW1383  HISTORY     - 19940903 GOOD             USPSQD
 AW1383  HISTORY     - 19950821 GOOD             USPSQD
 AW1383  HISTORY     - 20020724 GOOD             USPSQD
 AW1383  HISTORY     - 20031104 GOOD             USPSQD
 AW1383  HISTORY     - 20050309 GOOD             USPSQD
 AW1383
 AW1383                          STATION DESCRIPTION
 AW1383
 AW1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW1383'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF HIGH ISLAND,
 AW1383'3 MILES EAST-NORTHEAST OF GILCHRIST, ON THE PROPERTY OWNED BY
 AW1383'MR. C.A. HOLT.
 AW1383'
 AW1383'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 124 AND 87,
 AW1383'ABOUT 1 MILE SOUTH OF HIGH ISLAND, GO SOUTHWEST ON STATE
 AW1383'HIGHWAY 87 FOR 3.45 MILES TO POWERLINE POLE NUMBER 347 ON
 AW1383'THE LEFT AND THE STATION SITE IN THE PASTURE ACROSS THE ROAD
 AW1383'TO THE NORTH.
 AW1383'
 AW1383'TO REACH THE AZIMUTH BENCH MARK K1011 1953, GO NORTHEASTERLY ON
 AW1383'STATE HIGHWAY 87 FOR 0.6 MILE TO THE BENCH MARK ON THE RIGHT.
 AW1383'
 AW1383'THE STATION IS A STANDARD DISK STAMPED HOLT 1963, SET IN A
 AW1383'10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 3-1/2
 AW1383'INCHES FROM THE GROUND SURFACE.  IT IS 3.2 FEET WEST OF A 3
 AW1383'INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  65.9 FEET
 AW1383'NORTH OF A POWERLINE POLE.  138.9 FEET NORTH OF A EAST WEST
 AW1383'FENCE LINE.
 AW1383'
 AW1383'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED HOLT NO 1 1963,
 AW1383'SET IN 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 AW1383'3-1/2 INCHES FROM THE GROUND SURFACE.  IT IS 90.0 FEET EAST OF
 AW1383'A 3 INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  73.0
 AW1383'FEET NORTH OF A EAST WEST FENCE LINE.  35.0 FEET EAST OF A
 AW1383'POWERLINE POLE.
 AW1383'
 AW1383'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED HOLT NO 2 1963,
 AW1383'SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING 3
 AW1383'INCHES FROM THE GROUND SURFACE, IT IS 64.0 FEET SOUTH OF A 3
 AW1383'INCH DIAMETER CREOSOTE WOOD WITNESS POST AND SIGN.  41.0 FEET
 AW1383'SOUTHWEST OF A POWERLINE POLE.  73.0 FEET NORTH OF A EAST WEST
 AW1383'FENCE LINE.
 AW1383'
 AW1383'BENCH MARK K1011 1953 (AZIMUTH) IS A STANDARD DISK STAMPED
 AW1383'K1011 1953, SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT,
 AW1383'THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 33.0 FEET
 AW1383'NORTHEAST OF POWERLINE POLE NUMBER 40.  66.0 FEET SOUTH OF STATE
 AW1383'HIGHWAY 87.
 AW1383'
 AW1383'HEIGHT OF LIGHT ABOVE STATION MARK 1.62 METERS.
 AW1383
 AW1383                          STATION RECOVERY (1977)
 AW1383
 AW1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AW1383'STATION MARK, REFERENCE MARKS 1 AND 2 AND BENCH MARK K 1011 1953 WERE
 AW1383'RECOVERED AND FOUND IN GOOD CONDITION, THE 1963 DESCRIPTION IS
 AW1383'ADEQUATE.
 AW1383
 AW1383                          STATION RECOVERY (1978)
 AW1383
 AW1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1383'3.0 MI NE FROM GILCHRIST.
 AW1383'ABOUT 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1383'OFFICE AT GILCHRIST, 249 FEET NORTHWEST AND ACROSS HIGHWAY FROM
 AW1383'POWER POLE NUMBER 175 92, 210 FEET NORTHWEST OF CENTERLINE OF
 AW1383'HIGHWAY, 135 FEET NORTHWEST OF A FENCE, 130 FEET WEST OF A FENCE
 AW1383'POST WITH WITNESS SIGN, AND 77 FEET NORTH OF HOLT NO 2 1963.
 AW1383
 AW1383                          STATION RECOVERY (1994)
 AW1383
 AW1383'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1383'RECOVERED IN GOOD CONDITION.
 AW1383
 AW1383                          STATION RECOVERY (1995)
 AW1383
 AW1383'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1383'RECOVERED IN GOOD CONDITION.
 AW1383
 AW1383                          STATION RECOVERY (2002)
 AW1383
 AW1383'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1383'RECOVERED IN GOOD CONDITION.
 AW1383
 AW1383                          STATION RECOVERY (2003)
 AW1383
 AW1383'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1383'RECOVERED IN GOOD CONDITION.
 AW1383
 AW1383                          STATION RECOVERY (2005)
 AW1383
 AW1383'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2619 ***********************************************************************
 BY2619  DESIGNATION -  HOLT
 BY2619  PID         -  BY2619
 BY2619  STATE/COUNTY-  TX/NACOGDOCHES
 BY2619  USGS QUAD   -  MELROSE (1984)
 BY2619
 BY2619                         *CURRENT SURVEY CONTROL
 BY2619  ___________________________________________________________________
 BY2619* NAD 83(1993)-  31 36 17.79039(N)    094 25 57.33943(W)     ADJUSTED  
 BY2619* NAVD 88     -       173.3    (meters)     569.     (feet)  VERTCON   
 BY2619  ___________________________________________________________________
 BY2619  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BY2619  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BY2619
 BY2619  HORZ ORDER  -  FIRST
 BY2619
 BY2619.The horizontal coordinates were established by classical geodetic methods
 BY2619.and adjusted by the National Geodetic Survey in February 1996..
 BY2619
 BY2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2619
 BY2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2619
 BY2619.The geoid height was determined by GEOID03.
 BY2619
 BY2619;                    North         East     Units Scale Factor Converg.
 BY2619;SPC TX C     - 3,229,719.533 1,259,659.061   MT  0.99993707   +3 02 21.2
 BY2619;SPC TX C     -10,596,171.50  4,132,731.44   sFT  0.99993707   +3 02 21.2
 BY2619;UTM  15      - 3,497,538.314   364,100.405   MT  0.99982779   -0 45 03.2
 BY2619
 BY2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2619!SPC TX C     -   0.99997703  x   0.99993707  =   0.99991411
 BY2619!UTM  15      -   0.99997703  x   0.99982779  =   0.99980483
 BY2619
 BY2619|---------------------------------------------------------------------|
 BY2619| PID    Reference Object                     Distance      Geod. Az  |
 BY2619|                                                           dddmmss.s |
 BY2619| CV7730 HOLT RM 2                            81.415 METERS 06918     |
 BY2619| CV7731 HOLT RM 3                            95.012 METERS 11330     |
 BY2619| CV7729 HOLT RM                              48.650 METERS 18146     |
 BY2619| CV7728 HOLT AZ MK                                         1870723.0 |
 BY2619|---------------------------------------------------------------------|
 BY2619
 BY2619                          SUPERSEDED SURVEY CONTROL
 BY2619
 BY2619  NAD 83(1986)-  31 36 17.80099(N)    094 25 57.32778(W) AD(       ) 1
 BY2619  NAD 27      -  31 36 17.14900(N)    094 25 56.58700(W) AD(       ) 1
 BY2619  NGVD 29 (07/19/86)  173.3    (m)          569.     (f) VERT ANG       
 BY2619
 BY2619.Superseded values are not recommended for survey control.
 BY2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2619.See file dsdata.txt to determine how the superseded data were derived.
 BY2619
 BY2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ6410097538(NAD 83)
 BY2619_MARKER: DS = TRIANGULATION STATION DISK
 BY2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2619
 BY2619  HISTORY     - Date     Condition        Report By
 BY2619  HISTORY     - 1919     MONUMENTED       CGS
 BY2619  HISTORY     - 1934     GOOD             CGS
 BY2619  HISTORY     - 1949     GOOD             CGS
 BY2619
 BY2619                          STATION DESCRIPTION
 BY2619
 BY2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY2619'STATION IS ABOUT 3 MILES S OF MARTINSVILLE, 15 MILES E OF
 BY2619'NACOGDOCHES, ON TOP OF A FLAT CULTIVATED FIELD BELONGING TO
 BY2619'MR. MARTIN OF MARTINSVILLE, ABOUT 1/4 MILE N OF HOUSE BELONGING
 BY2619'TO A MR. HOLT, AND ABOUT 200 METERS (656 FEET) E OF DIRECT
 BY2619'ROAD FROM THIS HOUSE TO MARTINSVILLE.
 BY2619'
 BY2619'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY2619'DISKS SET IN CONCRETE.
 BY2619'
 BY2619'REFERENCE MARK IS PLACED IN THE S EDGE OF THE FIELD ALONGSIDE
 BY2619'WIRE FENCE DIVIDING FIELD FROM WOODS, ABOUT 50 METERS (164 FEET)
 BY2619'E OF ABOVE-MENTIONED ROAD, AND 148.65 METERS (487.7 FEET) FROM
 BY2619'THE STATION, N 88 DEG 14 MIN W.  THE APPROXIMATE
 BY2619'AZIMUTH OF HOLTS HOUSE, 1/4 MILE DISTANT, IS 334 DEG ELEVATION
 BY2619'OF STATION, 173.3 METERS (569 FEET).  IN 1931 BOTH STATION AND
 BY2619'REFERENCE MARKS WERE RECOVERED.
 BY2619
 BY2619                          STATION RECOVERY (1934)
 BY2619
 BY2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WSD)
 BY2619'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BY2619
 BY2619                          STATION RECOVERY (1949)
 BY2619
 BY2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2619'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BY2619'THE REFERENCE MARK COULD NOT BE RECOVERED AND IS BELIEVED TO
 BY2619'HAVE BEEN DESTROYED BY CULTIVATION.  TWO NEW REFERENCE MARKS
 BY2619'AND AN AZIMUTH MARK WAS ESTABLISHED.
 BY2619'
 BY2619'A COMPLETE DESCRIPTION FOLLOWS.
 BY2619'
 BY2619'THE STATION IS LOCATED ON THE SUMMIT OF A CULTIVATED HILL ABOUT
 BY2619'15 MILES EAST OF NACOGDOCHES, 3.0 MILES SOUTH OF MARTINSVILLE,
 BY2619'500 FEET EAST OF THE CENTER OF A ROAD, AND 255 FEET WEST OF THE
 BY2619'EAST EDGE OF A CULTIVATED FIELD.  IT PROJECTS 2 INCHES AND IS
 BY2619'STAMPED HOLT 1919.
 BY2619'
 BY2619'REFERENCE MARK NO. 2 IS AT THE EAST EDGE OF A CULTIVATED FIELD
 BY2619'AND IS ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 BY2619'PROJECTS 7 INCHES AND IS STAMPED HOLT NO 2 1948.
 BY2619'
 BY2619'REFERENCE MARK NO. 3 IS AT THE EAST EDGE OF A CULTIVATED FIELD
 BY2619'AND IS ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 BY2619'IS 2.5 FEET WEST OF A WITNESS POST AND IS AT THE EDGE OF A
 BY2619'WOODS.  IT PROJECTS 7 INCHES AND IS STAMPED HOLT NO 3 1948.
 BY2619'
 BY2619'AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 25 FEET NORTH
 BY2619'OF THE CENTER OF A TRACK ROAD EAST, 23 FEET EAST OF THE CENTER
 BY2619'OF A SAND ROAD, 2.5 FEET NORTH OF A WITNESS POST, AND 1.0 FOOT
 BY2619'WEST OF A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED HOLT 1948.
 BY2619'
 BY2619'TO REACH THE STATION FROM THE POSTOFFICE IN MARTINSVILLE, GO
 BY2619'WEST ON STATE HIGHWAY NO. 7 FOR 0.05 MILE, TURN LEFT AND GO
 BY2619'SOUTH ON GRADED ROAD FOR 0.35 MILE TO A Y-INTERSECTION, TAKE
 BY2619'LEFT FORK AND GO 0.1 MILE TO ANOTHER Y-INTERSECTION, TAKE RIGHT
 BY2619'FORK AND GO 2.9 MILES TO THE TOP OF A GRADE AND A T-ROAD RIGHT,
 BY2619'CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO WHERE THE ROAD CURVES
 BY2619'TO THE RIGHT AND A WIRE GATE ON THE LEFT, TURN LEFT THROUGH
 BY2619'WIRE GATE AND GO NORTH ACROSS CULTIVATED FIELD FOR 0.2 MILE TO
 BY2619'THE SUMMIT OF A HILL AND THE STATION AS DESCRIBED.
 BY2619'
 BY2619'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.2
 BY2619'MILE TO A FENCE CORNER AND A WIRE GATE, TURN RIGHT THROUGH GATE
 BY2619'AND GO WEST FOR 0.05 MILE, TURN LEFT AND GO SOUTH ON A SANDY
 BY2619'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 BY2619'
 BY2619'A 100 FOOT SIGNAL AT NEUVILLE 1919 IS VISIBLE AT 90 FEET.
 BY2619'
 BY2619'AN 87 FOOT SIGNAL AT BROWNING IS VISIBLE AT 90 FEET.
 BY2619'
 BY2619'A 74 FOOT SIGNAL AT CROUCH IS VISIBLE AT 90 FEET.
 BY2619'
 BY2619'A 100 FOOT SIGNAL AT CHIRENO IS VISIBLE AT 90 FEET.
 BY2619'
 BY2619'A 74 FOOT SIGNAL AT MELROSE IS VISIBLE AT 77 FEET.
 BY2619'
 BY2619'A 113 FOOT SIGNAL AT BAKER IS VISIBLE AT 90 FEET.
 BY2619'
 BY2619'A 60 FOOT SIGNAL AT APPLEBY 2 IS VISIBLE AT 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0670 ***********************************************************************
 DP0670  DESIGNATION -  HOLT
 DP0670  PID         -  DP0670
 DP0670  STATE/COUNTY-  TX/LUBBOCK
 DP0670  USGS QUAD   -  IDALOU (1975)
 DP0670
 DP0670                         *CURRENT SURVEY CONTROL
 DP0670  ___________________________________________________________________
 DP0670* NAD 83(1993)-  33 39 02.53862(N)    101 41 25.90245(W)     ADJUSTED  
 DP0670* NAVD 88     -       965.0    (meters)    3166.     (feet)  VERTCON   
 DP0670  ___________________________________________________________________
 DP0670  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DP0670  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 DP0670
 DP0670  HORZ ORDER  -  FIRST
 DP0670
 DP0670.The horizontal coordinates were established by classical geodetic methods
 DP0670.and adjusted by the National Geodetic Survey in February 1996..
 DP0670
 DP0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0670
 DP0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0670
 DP0670.The geoid height was determined by GEOID03.
 DP0670
 DP0670;                    North         East     Units Scale Factor Converg.
 DP0670;SPC TXNC     - 2,224,508.297   304,109.796   MT  0.99992715   -1 44 24.3
 DP0670;SPC TXNC     - 7,298,240.97    997,733.56   sFT  0.99992715   -1 44 24.3
 DP0670;UTM  14      - 3,726,675.690   250,487.513   MT  1.00036758   -1 29 30.0
 DP0670
 DP0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0670!SPC TXNC     -   0.99985250  x   0.99992715  =   0.99977966
 DP0670!UTM  14      -   0.99985250  x   1.00036758  =   1.00022002
 DP0670
 DP0670:                Primary Azimuth Mark                     Grid Az
 DP0670:SPC TXNC     -  IDALOU MUNICIPAL TANK                    033 30 31.8
 DP0670:UTM  14      -  IDALOU MUNICIPAL TANK                    033 15 37.5
 DP0670
 DP0670|---------------------------------------------------------------------|
 DP0670| PID    Reference Object                     Distance      Geod. Az  |
 DP0670|                                                           dddmmss.s |
 DP0670| DP0669 IDALOU MUNICIPAL TANK               APPROX. 1.9 KM 0314607.5 |
 DP0670| DP0666 LORENZO MUNICIPAL TANK              APPROX.14.6 KM 0812205.2 |
 DP0670| CJ7487 HOLT RM 1                            70.104 METERS 11614     |
 DP0670| DP0636 SLATON COTTON COMPRESS TANK         APPROX.23.1 KM 1693246.5 |
 DP0670| CJ7489 HOLT RM 3                            34.022 METERS 20508     |
 DP0670| DP0672 SOUTHEAST LUBBOCK MUNICIPAL TK      APPROX.15.4 KM 2392803.9 |
 DP0670| DP0674 LUBBOCK MUNICIPAL STANDPIPE         APPROX.18.0 KM 2430949.0 |
 DP0670| CJ7180 NORTH LUBBOCK MUN WATER TK                         2453853.2 |
 DP0670| CJ7779 LUBBOCK W TEX TECH COL TK                          2492156.5 |
 DP0670| CJ7488 HOLT RM 2 AZIMUTH                                  2623300.0 |
 DP0670|---------------------------------------------------------------------|
 DP0670
 DP0670                          SUPERSEDED SURVEY CONTROL
 DP0670
 DP0670  NAD 83(1986)-  33 39 02.54556(N)    101 41 25.89525(W) AD(       ) 1
 DP0670  NAD 27      -  33 39 02.24000(N)    101 41 24.30400(W) AD(       ) 1
 DP0670  NGVD 29 (07/19/86)  964.6    (m)         3165.     (f) VERT ANG       
 DP0670
 DP0670.Superseded values are not recommended for survey control.
 DP0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0670.See file dsdata.txt to determine how the superseded data were derived.
 DP0670
 DP0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5048826676(NAD 83)
 DP0670_MARKER: DS = TRIANGULATION STATION DISK
 DP0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0670
 DP0670  HISTORY     - Date     Condition        Report By
 DP0670  HISTORY     - 1932     MONUMENTED       CGS
 DP0670  HISTORY     - 1935     GOOD             CGS
 DP0670  HISTORY     - 1944     GOOD             LOCSUR
 DP0670  HISTORY     - 1956     GOOD             USGS
 DP0670  HISTORY     - 1965     MARK NOT FOUND   USGS
 DP0670  HISTORY     - 1966     MARK NOT FOUND   CGS
 DP0670
 DP0670                          STATION DESCRIPTION
 DP0670
 DP0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0670'ABOUT 1 MILE S AND 3/4 MILE W OF IDALOU, IN A PASTURE LOT ON
 DP0670'LAND BELONGING TO MR. HARLON HOLT OF LAMESA.  STATION IS 110
 DP0670'FEET N OF CENTER OF ROAD, 117 FEET E OF FENCE LINE, 165 FEET
 DP0670'E OF HOUSE, AND 210 FEET W OF FENCE LINE.  TO REACH STATION FROM
 DP0670'FIRST STATE BANK IN IDALOU, GO W 2 BLOCKS, THEN TURN LEFT AND
 DP0670'GO DUE S 1 MILE TO T-INTERSECTION, THEN W 0.5 MILE TO WHITE
 DP0670'HOUSE ON N SIDE OF ROAD AND STATION SITE.
 DP0670'
 DP0670'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 DP0670'DISKS SET IN CONCRETE.
 DP0670'
 DP0670'SURFACE MARK PROJECTS 6 INCHES ABOVE GROUND.
 DP0670'
 DP0670'REFERENCE MARK NO. 1 PROJECTS 6 INCHES ABOVE THE GROUND, IS
 DP0670'18 FEET E OF CENTER OF ROAD, IN FENCE CORNER, OPPOSITE WHITE HOUSE
 DP0670'WITH GREEN ROOF, AND IS 230.0 FEET FROM STATION, N 62 DEG 46 MIN W.
 DP0670'
 DP0670'REFERENCE MARK NO. 2 PROJECTS 2 INCHES ABOVE THE GROUND, IS
 DP0670'18 FEET S OF CENTER OF ROAD, 1.2 FEET N OF FENCE LINE, AND 0.25
 DP0670'MILE FROM STATION, S 82 DEG 33 MIN W.
 DP0670'
 DP0670'OTHER BEARINGS FROM STATION ARE--SOUTHEAST LUBBOCK, MUNICIPAL
 DP0670'WATER TANK, FINIAL, S 59 DEG 28 MIN W.  LUBBOCK, MUNICIPAL
 DP0670'STANDPIPE, S 63 DEG 10 MIN W.  LUBBOCK, MUNICIPAL AIRPORT
 DP0670'BEACON, N 87 DEG 36 MIN W.  IDALOU, MUNICIPAL WATER TANK,
 DP0670'FINIAL, S 31 DEG 14 MIN E.  LORENZO, MUNICIPAL WATER TANK,
 DP0670'FINIAL, N 81 DEG 22 MIN E.  SLATON COTTON COMPRESS, SILVER
 DP0670'WATER TANK, FINIAL, S 30 DEG 27 MIN E.
 DP0670
 DP0670                          STATION RECOVERY (1935)
 DP0670
 DP0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0670'STATION WAS RECOVERED ABOUT 1.0 MILE S AND 3/4 MILE W OF IDALOU,
 DP0670'IN A PASTURE LOT ON LAND BELNGING TO MR. HARLAN HOLT OF LAMESA.
 DP0670'STATION IS 110 FEET N OF CENTER LINE OF E-W ROAD, 117 FEET E
 DP0670'OF N-S FENCE, 165 FEET E OF HOUSE, AND 210 FEET W OF ANOTHER N-S
 DP0670'FENCE.
 DP0670'
 DP0670'STATION MARK, A STANDARD BRONZE DISK SET IN CONCRETE WAS
 DP0670'FOUND IN GOOD CONDITION, ALSO 2 OLD REFERENCE MARKS SIMILAR TO
 DP0670'STATION MARKS.  ONE NEW REFERENCE MARK WAS ESTABLISHED.
 DP0670'
 DP0670'REFERENCE MARK NO. 1 IS 230.2 FEET SE OF STATION IN FENCE
 DP0670'CORNER, 18 FEET N OF CENTER LINE OF E-W ROAD.  MEASUREMENT WAS
 DP0670'MADE IN HIGH WIND (OLD MARK).
 DP0670'
 DP0670'REFERENCE MARK NO. 2 IS 0.25 MILE WSW OF STATION, 1.2 FEET N
 DP0670'OF E-W FENCE AND 18 FEET S OF CENTER LINE OF E-W ROAD.  (OLD
 DP0670'MARK).
 DP0670'
 DP0670'REFERENCE MARK NO. 3 IS SW OF STATION IN E-W FENCE LINE, AND
 DP0670'18 FEET N OF CENTER LINE OF E-W ROAD (NEW MARK).
 DP0670'
 DP0670'REACHED FROM FIRST STATE BANK IN DIALOU BY GOING W 2 BLOCKS,
 DP0670'THEN TURN LEFT (S) AND GO 1.0 MILE, TURN RIGHT (W) AND GO
 DP0670'0.5 MILE TO HOUSE ON N SIDE OF ROAD AND STATION.
 DP0670
 DP0670                          STATION RECOVERY (1944)
 DP0670
 DP0670'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944
 DP0670'REFERENCE MARK 1 IS OUT OF GROUND.
 DP0670
 DP0670                          STATION RECOVERY (1956)
 DP0670
 DP0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DP0670'STATION MARK WAS RECOVERED INTACT.  HOWEVER, THE GROUND
 DP0670'SURROUNDING THE MARK IS NOW UNDER CULITVATION AND THE MONUMENT
 DP0670'IS IN DANGER OF BEING DESTROYED.  NO ATTEMPT IS BEING MADE BY
 DP0670'THE LOCAL FARMER TO PROTECT THE MONUMENT FROM FARMING EQUIPMENT.
 DP0670'
 DP0670'REFERENCE MARK NO. 1 AND 2 ARE OUT OF GROUND.  APPARENTLY
 DP0670'REFERENCE MARK NO. 3 IS ALSO OUT OF GROUND.  AN UNSUCCESSFUL
 DP0670'SEARCH WAS MADE FOR THIS MARK IN ITS REPORTED POSITION.  A
 DP0670'LARGE CONCRETE POST, WITHOUT TABLET, IS ON GROUND ALONG NORTH
 DP0670'SIDE OF ROAD APPROXIMATELY 100 FEET WEST OF REFERENCE MARK NO. 3
 DP0670'REPORTED POSTITION.  LOCAL PEOPLE REPORT THAT THIS CONCRETE
 DP0670'POST WAS PLACED IN PRESENT POSITION BY ROAD GRADING EQUIPMENT.
 DP0670
 DP0670                          STATION RECOVERY (1965)
 DP0670
 DP0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0670'STATION WAS DESTROYED.  CONCRETE POST HAS BEEN REMOVED FROM
 DP0670'THE GROUND.  CAP WAS NOT RECOVERED.
 DP0670
 DP0670                          STATION RECOVERY (1966)
 DP0670
 DP0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 DP0670'THE SURFACE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 HAVE
 DP0670'BEEN DESTROYED.  THE UNDERGROUND STATION MARK WAS SEARCHED FOR
 DP0670'BUT NOT FOUND.  THE SITE OF THE STATION IS NOW IN CULTIVATION.
 DP0670'IT WAS REPORTED BY THE LAND OWNER THE MARKS WERE PULLED OUT OF THE
 DP0670'GROUND AND HAULED AWAY.  IT IS BELIEVED THE STATION SUB-MARK
 DP0670'STILL EXISTS BUT WILL BE DIFFICULT TO FIND AS THE HOUSE
 DP0670'MENTIONED IN ORIGINAL DESCRIPTION HAS BEEN MOVED AND THE FENCE
 DP0670'LINES ARE GONE.
 DP0670'
 DP0670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH
 DP0670'OF IDALOU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0803 ***********************************************************************
 CV0803  DESIGNATION -  HOLT
 CV0803  PID         -  CV0803
 CV0803  STATE/COUNTY-  TX/ECTOR
 CV0803  USGS QUAD   -  NORTH COWDEN (1974)
 CV0803
 CV0803                         *CURRENT SURVEY CONTROL
 CV0803  ___________________________________________________________________
 CV0803* NAD 83(1993)-  32 04 47.87811(N)    102 33 23.35903(W)     ADJUSTED  
 CV0803* NAVD 88     -       952.3    (meters)    3124.     (feet)  VERTCON   
 CV0803  ___________________________________________________________________
 CV0803  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 CV0803  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CV0803
 CV0803  HORZ ORDER  -  FIRST
 CV0803
 CV0803.The horizontal coordinates were established by classical geodetic methods
 CV0803.and adjusted by the National Geodetic Survey in February 1996..
 CV0803
 CV0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0803
 CV0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0803
 CV0803.The geoid height was determined by GEOID03.
 CV0803
 CV0803;                    North         East     Units Scale Factor Converg.
 CV0803;SPC TX C     - 3,269,642.223   490,111.243   MT  1.00005874   -1 08 42.2
 CV0803;SPC TX C     -10,727,151.19  1,607,973.30   sFT  1.00005874   -1 08 42.2
 CV0803;SPC TXNC     - 2,053,225.635   217,112.036   MT  1.00001521   -2 12 44.6
 CV0803;SPC TXNC     - 6,736,291.10    712,308.40   sFT  1.00001521   -2 12 44.6
 CV0803;UTM  13      - 3,551,912.295   730,632.874   MT  1.00025602   +1 17 54.0
 CV0803
 CV0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0803!SPC TX C     -   0.99985420  x   1.00005874  =   0.99991293
 CV0803!SPC TXNC     -   0.99985420  x   1.00001521  =   0.99986941
 CV0803!UTM  13      -   0.99985420  x   1.00025602  =   1.00011018
 CV0803
 CV0803|---------------------------------------------------------------------|
 CV0803| PID    Reference Object                     Distance      Geod. Az  |
 CV0803|                                                           dddmmss.s |
 CV0803| CH9588 HOLT RM 1                            29.260 METERS 02238     |
 CV0803| CH9589 HOLT RM 2                            23.070 METERS 11429     |
 CV0803| CC0738 SMITH                               APPROX.14.4 KM 1424214.7 |
 CV0803| CC0769 AIRWAY BEACON A                     APPROX.24.7 KM 1915041.1 |
 CV0803| CH9587 HOLT AZ MK                                         2671532.6 |
 CV0803|---------------------------------------------------------------------|
 CV0803
 CV0803                          SUPERSEDED SURVEY CONTROL
 CV0803
 CV0803  NAD 83(1993)-  32 04 47.88030(N)    102 33 23.35106(W) AD(       ) 1
 CV0803  NAD 83(1986)-  32 04 47.87904(N)    102 33 23.34974(W) AD(       ) 1
 CV0803  NAD 27      -  32 04 47.46000(N)    102 33 21.80600(W) AD(       ) 1
 CV0803  NGVD 29 (07/19/86)  951.9    (m)         3123.     (f) VERT ANG       
 CV0803
 CV0803.Superseded values are not recommended for survey control.
 CV0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0803.See file dsdata.txt to determine how the superseded data were derived.
 CV0803
 CV0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR3063351912(NAD 83)
 CV0803_MARKER: DS = TRIANGULATION STATION DISK
 CV0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0803
 CV0803  HISTORY     - Date     Condition        Report By
 CV0803  HISTORY     - 1934     MONUMENTED       CGS
 CV0803  HISTORY     - 1939     GOOD             SHELL
 CV0803  HISTORY     - 1945     GOOD             LOCENG
 CV0803  HISTORY     - 1958     GOOD             HUMBLE
 CV0803  HISTORY     - 1978     GOOD             DMA
 CV0803  HISTORY     - 19970127 MARK NOT FOUND   TXDOT
 CV0803
 CV0803                          STATION DESCRIPTION
 CV0803
 CV0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CV0803'THIS STATION IS ABOUT 18 MILES NW OF ODESSA, TEXAS, ON HIGH
 CV0803'MESQUITE-COVERED GROUND ON PROPERTY OF O.B. HOLT, 2 MILES AND
 CV0803'234 DEG MAGNETIC FROM THE HOLTS RANCH BUILDINGS, 1-3/4 MILES
 CV0803'AND 343 DEG MAGNETIC FROM THE EXTREME NW DERRICK OF THE COWDEN
 CV0803'OIL FIELD, 1.0 MILE AND 84 DEG MAGNETIC FROM A LONE WINDMILL,
 CV0803'KNOWN AS HOLTS WEST MILL, APPROXIMATELY IN THE CENTER OF
 CV0803'HIGH GROUND EXTENDING NEARLY 1/2 MILE IN ALL DIRECTIONS, AND
 CV0803'THE MARK PROJECTS 6 INCHES.
 CV0803'
 CV0803'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0803'BRONZE DISKS SET IN CONCRETE.
 CV0803'
 CV0803'REFERENCE MARK NO. 1 IS NNE OF THE STATION, AND PROJECTS
 CV0803'6 INCHES.
 CV0803'
 CV0803'REFERENCE MARK NO. 2 IS ESE OF THE STATION, AND PROJECTS
 CV0803'6 INCHES.
 CV0803'
 CV0803'THE AZIMUTH MARK IS W OF THE STATION, 8 FEET E OF THE CENTER
 CV0803'OF A TRACK ROAD RUNNING ALONG A PIPELINE, 15 FEET E OF A
 CV0803'PIPELINE, AND PROJECTS 6 INCHES.
 CV0803'
 CV0803'THE STATION IS REACHED FROM ECTOR COUNTY COURTHOUSE IN ODESSA,
 CV0803'BY GOING N ON STATE HIGHWAY 51, FOR 17.3 MILES, PASS THE
 CV0803'ANDREWS-ECTOR COUNTY LINE, MARKED BY A WHITE SIGN BOARD ON
 CV0803'THE W SIDE OF THE HIGHWAY, AND CONTINUE N 1.8 MILES, LEAVE
 CV0803'STATE HIGHWAY 51, TURN LEFT, (W) THROUGH A CATTLE GUARD AND
 CV0803'DRIVE WNW ON A PLAIN RANCH ROAD FOR 3.4 MILES, CROSSING A
 CV0803'BLADED ROAD AT 2.3 MILES, THEN LEFT FORK, (1/2 MILE S OF SOME
 CV0803'RANCH BUILDINGS) AND GO 0.2 MILE, PASS THROUGH A WIRE GATE AND
 CV0803'UNDER TELEPHONE LINE AND CONTINUE W-NORTHWESTERLY ON A PLAIN
 CV0803'TRACK ROAD FOR 1.6 MILES.  PASS THROUGH A WIRE GATE AND
 CV0803'CONTINUE W 1.6 MILES.  TAKE RIGHT FORK ON MAIN ROAD, 100
 CV0803'YARDS NE OF A LONE WINDMILL AND CONTINUE W FOR 0.4 MILE, TAKE
 CV0803'LEFT FORK STRAIGHT AHEAD FOR 0.6 MILE.  AT A PIPELINE AND A
 CV0803'DIM CROSS ROAD.  0.15 MILE N OF A RED GATE IN AN E-W
 CV0803'FENCE AND A TELEPHONE LINE, TURN LEFT AND GO S 0.15 MILE
 CV0803'TO THE RED GATE, PASS THROUGH THE GATE AND CONTINUE S ON
 CV0803'A POOR PIPELINE ROAD FOR 2.2 MILES, PASS THROUGH A RED
 CV0803'WOODEN GATE, WHICH IS 1/4 MILE E OF HOLTS WEST MILL, AND
 CV0803'CONTINUE S ALONG THE PIPELINE FOR 0.2 MILE TO THE TOP OF THE
 CV0803'GRADE AND THE AZIMUTH MARK.  LEAVE THE PIPELINE ROAD AND
 CV0803'DRIVE E ACROSS COUNTRY FOR 0.5 MILE TO THE STATION.
 CV0803'
 CV0803'ALL LIGHTS COME INTO VIEW AT 35 FEET.
 CV0803'
 CV0803'HEIGHT OF LIGHT ABOVE STATION MARK - 11.5 METERS.
 CV0803
 CV0803                          STATION RECOVERY (1939)
 CV0803
 CV0803'RECOVERY NOTE BY SHELL OIL COMPANY 1939
 CV0803'STATION AND AZIMUTH MARK MAY BE REACHED AND IDENTIFIED FROM
 CV0803'DESCRIPTION.  STATION, AZIMUTH AND REFERENCE MARKS ARE INTACT
 CV0803'AND IN EXCELLENT CONDITION.
 CV0803
 CV0803                          STATION RECOVERY (1945)
 CV0803
 CV0803'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 CV0803'STATION, REFERENCE MARKS AND AZIMUTH FOUND IN GOOD CONDITION.
 CV0803'
 CV0803'THE TEXAS COMPANY WELL NO. 44, O.B. HOLT LEASE, SECTION 12,
 CV0803'BLOCK 43, TWP-1-N, T AND P RR CO. SURVEY S 11 DEG 14 MIN W.
 CV0803
 CV0803                          STATION RECOVERY (1958)
 CV0803
 CV0803'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1958 (WMK)
 CV0803'AZIMUTH MARK DISTURBED.  THE STATION IS REACHED FROM ECTOR
 CV0803'COUNTY COURTHOUSE IN ODESSA, BY GOING N. ON STATE HWY. 51,
 CV0803'FOR 13 MILES TO INTERSECTION OF STATE HWY. 158, TURN WEST ON
 CV0803'HWY 158 FOR 6 MILES, TURN NORTH ON AN OILED ROAD FOR 3.5
 CV0803'MILES, TURN WEST FOR .2 MILE, TURN NORTH FOR 2 MILES TO A PIPE
 CV0803'LINE.  TURN ENE ALONG PIPE LINE FOR .5 MILE, TURN NORTH .2
 CV0803'MILE TO STATION.  STATION AND REFERENCE MARKS INTACT AND IN
 CV0803'EXCELLENT CONDITION.  AZIMUTH MARK DISTURBED.
 CV0803
 CV0803                          STATION RECOVERY (1978)
 CV0803
 CV0803'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (B)
 CV0803'HOLT RECOVERED GOOD.
 CV0803'
 CV0803'STATION IS ABOUT 20 M. EAST OF POWER POLE (FLAGGED) AND CAN BE
 CV0803'REACHED BY VEHICLE.
 CV0803'
 CV0803'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 20 MI NW OF
 CV0803'OPESSA.
 CV0803
 CV0803                          STATION RECOVERY (1997)
 CV0803
 CV0803'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (MJN)
 CV0803'ALL MONUMENTS HAVE BEEN DESTROYED BY EARTH PITS FOR DRILLING ENRONS
 CV0803'WELL NO 1204.  NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1382 ***********************************************************************
 AW1382  DESIGNATION -  HOLT RM 2
 AW1382  PID         -  AW1382
 AW1382  STATE/COUNTY-  TX/GALVESTON
 AW1382  USGS QUAD   -  HIGH ISLAND (1994)
 AW1382
 AW1382                         *CURRENT SURVEY CONTROL
 AW1382  ___________________________________________________________________
 AW1382* NAD 83(1986)-  29 31 49.     (N)    094 26 27.     (W)     SCALED    
 AW1382* NAVD 88     -         1.98   (+/-2cm)       6.5    (feet)  VERTCON   
 AW1382  ___________________________________________________________________
 AW1382  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1382
 AW1382  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1382
 AW1382.The horizontal coordinates were scaled from a topographic map and have
 AW1382.an estimated accuracy of +/- 6 seconds.
 AW1382
 AW1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1382.The vertical order pertains to the NGVD 29 superseded value.
 AW1382
 AW1382.The geoid height was determined by GEOID03.
 AW1382
 AW1382;                    North         East    Units  Estimated Accuracy
 AW1382;SPC TXSC     - 4,196,680.    1,041,780.      MT  (+/- 180 meters Scaled)
 AW1382
 AW1382                          SUPERSEDED SURVEY CONTROL
 AW1382
 AW1382  NGVD 29 (??/??/92)    1.978  (m)            6.49   (f) ADJ UNCH    1 2
 AW1382
 AW1382.Superseded values are not recommended for survey control.
 AW1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1382.See file dsdata.txt to determine how the superseded data were derived.
 AW1382
 AW1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN603676(NAD 83)
 AW1382_MARKER: DR = REFERENCE MARK DISK
 AW1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1382_SP_SET: CONCRETE POST
 AW1382_STAMPING: HOLT NO 2 1963
 AW1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1382+STABILITY: SURFACE MOTION
 AW1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1382+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 AW1382
 AW1382  HISTORY     - Date     Condition        Report By
 AW1382  HISTORY     - 1963     MONUMENTED       CGS
 AW1382  HISTORY     - 1978     GOOD             NGS
 AW1382  HISTORY     - 19940903 GOOD             USPSQD
 AW1382  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1382  HISTORY     - 20010411 GOOD             USPSQD
 AW1382  HISTORY     - 20020724 GOOD             USPSQD
 AW1382  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1382  HISTORY     - 20050309 GOOD             USPSQD
 AW1382
 AW1382                          STATION DESCRIPTION
 AW1382
 AW1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1382'3.0 MI NE FROM GILCHRIST.
 AW1382'ABOUT 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1382'OFFICE AT GILCHRIST, 210 FEET NORTHWEST AND ACROSS HIGHWAY FROM
 AW1382'POWER POLE 175 92, 147 FEET NORTHWEST OF CENTERLINE OF HIGHWAY,
 AW1382'84 FEET NORTHWEST OF A FENCE, 78 FEET WEST OF A FENCE POST WITH
 AW1382'WITNESS POST, AND 77 FEET SOUTH OF TRIANGULATION STATION HOLT 1963.
 AW1382
 AW1382                          STATION RECOVERY (1994)
 AW1382
 AW1382'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1382'RECOVERED IN GOOD CONDITION.
 AW1382
 AW1382                          STATION RECOVERY (1995)
 AW1382
 AW1382'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1382'MARK NOT FOUND.
 AW1382
 AW1382                          STATION RECOVERY (2001)
 AW1382
 AW1382'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1382'RECOVERED IN GOOD CONDITION.
 AW1382
 AW1382                          STATION RECOVERY (2002)
 AW1382
 AW1382'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1382'RECOVERED IN GOOD CONDITION.
 AW1382
 AW1382                          STATION RECOVERY (2003)
 AW1382
 AW1382'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1382'MARK NOT FOUND.
 AW1382
 AW1382                          STATION RECOVERY (2005)
 AW1382
 AW1382'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1156 ***********************************************************************
 CA1156  DESIGNATION -  HOME
 CA1156  PID         -  CA1156
 CA1156  STATE/COUNTY-  TX/COLEMAN
 CA1156  USGS QUAD   -  VALERA (1967)
 CA1156
 CA1156                         *CURRENT SURVEY CONTROL
 CA1156  ___________________________________________________________________
 CA1156* NAD 83(1993)-  31 45 49.24804(N)    099 36 32.64670(W)     ADJUSTED  
 CA1156* NAVD 88     -       628.6    (meters)    2062.     (feet)  VERTCON   
 CA1156  ___________________________________________________________________
 CA1156  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CA1156  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CA1156
 CA1156  HORZ ORDER  -  SECOND
 CA1156
 CA1156.The horizontal coordinates were established by classical geodetic methods
 CA1156.and adjusted by the National Geodetic Survey in February 1996..
 CA1156
 CA1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1156
 CA1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1156
 CA1156.The geoid height was determined by GEOID03.
 CA1156
 CA1156;                    North         East     Units Scale Factor Converg.
 CA1156;SPC TX C     - 3,232,696.251   768,610.470   MT  0.99997005   +0 22 22.9
 CA1156;SPC TX C     -10,605,937.62  2,521,682.85   sFT  0.99997005   +0 22 22.9
 CA1156;UTM  14      - 3,514,403.277   442,322.667   MT  0.99964103   -0 19 14.3
 CA1156
 CA1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1156!SPC TX C     -   0.99990529  x   0.99997005  =   0.99987535
 CA1156!UTM  14      -   0.99990529  x   0.99964103  =   0.99954636
 CA1156
 CA1156|---------------------------------------------------------------------|
 CA1156| PID    Reference Object                     Distance      Geod. Az  |
 CA1156|                                                           dddmmss.s |
 CA1156| CV5206 HOME RM 2                            12.455 METERS 06403     |
 CA1156| CA1165 BEAD                                APPROX. 3.0 KM 1341841.2 |
 CA1156| CV5205 HOME RM 1                            12.550 METERS 34843     |
 CA1156|---------------------------------------------------------------------|
 CA1156
 CA1156                          SUPERSEDED SURVEY CONTROL
 CA1156
 CA1156  NAD 83(1986)-  31 45 49.25564(N)    099 36 32.63264(W) AD(       ) 2
 CA1156  NAD 27      -  31 45 48.72512(N)    099 36 31.37613(W) AD(       ) 2
 CA1156  NGVD 29 (07/19/86)  628.5    (m)         2062.     (f) VERT ANG       
 CA1156
 CA1156.Superseded values are not recommended for survey control.
 CA1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1156.See file dsdata.txt to determine how the superseded data were derived.
 CA1156
 CA1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA4232314403(NAD 83)
 CA1156_MARKER: DD = SURVEY DISK
 CA1156_SETTING: 66 = SET IN ROCK OUTCROP
 CA1156_SP_SET: PARTIALLY EXPOSED BEDROCK
 CA1156
 CA1156  HISTORY     - Date     Condition        Report By
 CA1156  HISTORY     - 1967     MONUMENTED       USGS
 CA1156
 CA1156                          STATION DESCRIPTION
 CA1156
 CA1156'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (IGT)
 CA1156'STATION IS LOCATED 0.8 MILE SOUTH AND 5.8 MILES EAST OF
 CA1156'TALPA, 0.8 MILE NORTH AND 3.7 MILES WEST OF VALERA, ON SOUTH
 CA1156'POINT OF TIMBERED MESA 0.1 MILE NORTH OF U.S. HIGHWAY 87
 CA1156'AND 51 FEET SOUTH OF MICROWAVE TOWER.  6.5 FEET NORTHEAST OF A
 CA1156'WITNESS SIGN.
 CA1156'
 CA1156'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM ROAD
 CA1156'503 IN VALERA, GO 3.8 MILES WEST ON U.S. HIGHWAY 87 TO HIGHWAY
 CA1156'CREST AND HOUSE ON THE RIGHT (NORTH).  GO THRU IRON GATE,
 CA1156'THENCE LEFT PASSING ON THE EAST SIDE OF A SHED 0.2 MILE TO
 CA1156'TOP OF HILL AND CALICHE PIT (LEFT).  THE STATION SITE IS ON
 CA1156'THE RIGHT.
 CA1156'
 CA1156'STATION MARK--A USGS BRONZE TABLET CEMENTED IN BEDROCK.  THE
 CA1156'TABLET IS SET FLUSH WITH GROUND AND STAMPED HOME ET 1967.
 CA1156'
 CA1156'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CEMENTED IN BEDROCK.
 CA1156'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED HOME ET 1967
 CA1156'NO. 1.
 CA1156'
 CA1156'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CEMENTED IN BEDROCK.
 CA1156'THE TABLET IS SET FLUSH WITH GROUND AND STAMPED HOME ET 1967
 CA1156'NO. 2.
 CA1156'
 CA1156'STATION BEAD ET 1967, 1.9 MILES SOUTHEAST IS VISIBLE FROM THE
 CA1156'GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0473 ***********************************************************************
 CE0473  DESIGNATION -  HOME
 CE0473  PID         -  CE0473
 CE0473  STATE/COUNTY-  TX/EL PASO
 CE0473  USGS QUAD   -  CLINT SE (1995)
 CE0473
 CE0473                         *CURRENT SURVEY CONTROL
 CE0473  ___________________________________________________________________
 CE0473* NAD 83(1993)-  31 31 02.00375(N)    106 01 08.84878(W)     ADJUSTED  
 CE0473* NAVD 88     -      1216.66   (+/-2cm)    3991.7    (feet)  VERTCON   
 CE0473  ___________________________________________________________________
 CE0473  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 CE0473  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CE0473
 CE0473  HORZ ORDER  -  SECOND
 CE0473  VERT ORDER  -  THIRD ? (See Below)
 CE0473
 CE0473.The horizontal coordinates were established by classical geodetic methods
 CE0473.and adjusted by the National Geodetic Survey in February 1996..
 CE0473
 CE0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0473.The vertical order pertains to the NGVD 29 superseded value.
 CE0473
 CE0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0473
 CE0473.The geoid height was determined by GEOID03.
 CE0473
 CE0473;                    North         East     Units Scale Factor Converg.
 CE0473;SPC TX C     - 3,218,945.034   160,212.815   MT  0.99992214   -2 55 42.7
 CE0473;SPC TX C     -10,560,822.17    525,631.54   sFT  0.99992214   -2 55 42.7
 CE0473;UTM  13      - 3,487,375.471   403,234.932   MT  0.99971549   -0 31 58.1
 CE0473
 CE0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0473!SPC TX C     -   0.99981276  x   0.99992214  =   0.99973491
 CE0473!UTM  13      -   0.99981276  x   0.99971549  =   0.99952830
 CE0473
 CE0473|---------------------------------------------------------------------|
 CE0473| PID    Reference Object                     Distance      Geod. Az  |
 CE0473|                                                           dddmmss.s |
 CE0473| CC6690 HOME RM 1                            16.870 METERS 10715     |
 CE0473| CC6691 HOME RM 2                            19.687 METERS 20850     |
 CE0473| CC6689 HOME AZ MK                                         2724010.4 |
 CE0473|---------------------------------------------------------------------|
 CE0473
 CE0473                          SUPERSEDED SURVEY CONTROL
 CE0473
 CE0473  NAD 83(1986)-  31 31 02.01218(N)    106 01 08.84224(W) AD(       ) 2
 CE0473  NAD 27      -  31 31 01.58500(N)    106 01 06.94200(W) AD(       ) 2
 CE0473  NGVD 29 (07/19/86) 1216.08   (m)         3989.8    (f) LEVELING    3  
 CE0473
 CE0473.Superseded values are not recommended for survey control.
 CE0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0473.See file dsdata.txt to determine how the superseded data were derived.
 CE0473
 CE0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ0323587375(NAD 83)
 CE0473_MARKER: DS = TRIANGULATION STATION DISK
 CE0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0473
 CE0473  HISTORY     - Date     Condition        Report By
 CE0473  HISTORY     - 1936     MONUMENTED       CGS
 CE0473  HISTORY     - 1954     GOOD             AMS
 CE0473
 CE0473                          STATION DESCRIPTION
 CE0473
 CE0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0473'STATION IS 9.8 MILES E OF FABENS BY ROADS, 1.1 MILES W OF THE
 CE0473'SLAUGHTER-VEAL HEADQUARTERS RANCH, 48 FEET S OF THE CENTER
 CE0473'LINE OF DIRT ROAD, WHICH LEADS TO THE SLAUGHTER-VEAL HEADQUARTERS
 CE0473'RANCH, AND ON OPEN RANGE LAND OWNED BY MR. VEAL.
 CE0473'
 CE0473'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CE0473'BRONZE DISKS SET IN CONCRETE.
 CE0473'
 CE0473'THE STATION MARK PROJECTS ABOUT 2 INCHES.
 CE0473'
 CE0473'REFERENCE MARK NO. 1 IS 63 FEET S OF THE ABOVE-MENTIONED
 CE0473'DIRT ROAD.  THE MARK PROJECTS 6 INCHES.
 CE0473'
 CE0473'REFERENCE MARK NO. 2 IS 106 FEET S OF THE CENTER LINE OF THE
 CE0473'ABOVE-MENTIONED ROAD, AND THE MARK PROJECTS 6 INCHES.
 CE0473'
 CE0473'THE AZIMUTH MARK IS 12 FEET S OF THE CENTER LINE OF THE
 CE0473'ABOVE-MENTIONED DIRT ROAD, AND THE MARK PROJECTS 2 INCHES.
 CE0473'
 CE0473'TO REACH FROM FABENS, CROSS THE RAILROAD TRACKS EASTWARD
 CE0473'AT FIRST STREET S OF THE SOUTHERN PACIFIC RAILROAD DEPOT AND
 CE0473'GO N AND NE ON GRADED DIRT ROAD 4.6 MILES TO POINT WHERE
 CE0473'WELL-TRAVELED TRACK ROAD TAKES OFF TO THE RIGHT (SE).  THENCE,
 CE0473'TURN RIGHT ON TRACK ROAD AND GO E AND SE ON TRACK ROAD 2.8
 CE0473'MILES TO THE TOP OF A RISE.  KEEP LEFT ON THE MAIN-TRAVELED
 CE0473'ROAD 0.9 MILE ESE TO A WIRE GATE, PASS THROUGH GATE AND
 CE0473'CONTINUE 1.5 MILES E AND SE TO THE STATION.
 CE0473'
 CE0473'ALL LINES ARE GRAZING OVER FLAT MESA NEAR THE STATION.
 CE0473'
 CE0473'OBSERVATIONS WERE TAKEN FROM A 4-FOOT STAND.
 CE0473
 CE0473                          STATION RECOVERY (1954)
 CE0473
 CE0473'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0473'THE STATION MARK (A STANDARD DISK, STAMPED HOME 1936 AND
 CE0473'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND)
 CE0473'WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  STATION IS
 CE0473'89 FT. E-NE OF THE CENTER OF A THORN BUSH, 75 FT. SE OF THE
 CE0473'CENTER OF A THORN BUSH, 139 FT. S OF THE CENTER OF A THORN
 CE0473'BUSH, AND 50 FT. N OF THE CENTERLINE OF A ROAD.
 CE0473'
 CE0473'BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 CE0473'CONDITION AND FLUSH WITH THE GROUND.
 CE0473'
 CE0473'THE AZIMUTH MARK (A STANDARD DISK, STAMPED HOME 1936 AND
 CE0473'SET IN THE TOP OF A CONCRETE POST PROJECTING 2.1 FT.) WAS
 CE0473'RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS 14 FT. N-NW
 CE0473'OF THE CENTERLINE OF A ROAD, 25 FT. S-SW OF THE CENTER OF A
 CE0473'SMALL CLUMP OF THORNS, AND 63 FT. E-SE OF THE CENTER OF A
 CE0473'SMALL CLUMP OF THORNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1852 ***********************************************************************
 FL1852  DESIGNATION -  HOME
 FL1852  PID         -  FL1852
 FL1852  STATE/COUNTY-  TX/POTTER
 FL1852  USGS QUAD   -  MC DOWELL CREEK (1970)
 FL1852
 FL1852                         *CURRENT SURVEY CONTROL
 FL1852  ___________________________________________________________________
 FL1852* NAD 83(1993)-  35 30 59.89974(N)    101 48 39.97837(W)     ADJUSTED  
 FL1852* NAVD 88     -      1037.     (meters)    3402.     (feet)  SCALED    
 FL1852  ___________________________________________________________________
 FL1852  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 FL1852  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 FL1852
 FL1852  HORZ ORDER  -  FIRST
 FL1852
 FL1852.The horizontal coordinates were established by classical geodetic methods
 FL1852.and adjusted by the National Geodetic Survey in February 1996..
 FL1852
 FL1852.The orthometric height was scaled from a topographic map.
 FL1852
 FL1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1852
 FL1852.The geoid height was determined by GEOID03.
 FL1852
 FL1852;                    North         East     Units Scale Factor Converg.
 FL1852;SPC TX N     - 1,168,295.437   171,781.965   MT  0.99991235   -0 10 49.1
 FL1852;SPC TX N     - 3,832,982.61    563,588.00   sFT  0.99991235   -0 10 49.1
 FL1852;UTM  14      - 3,933,973.577   245,071.233   MT  1.00040094   -1 38 02.3
 FL1852
 FL1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1852!SPC TX N     -   0.99984134  x   0.99991235  =   0.99975371
 FL1852!UTM  14      -   0.99984134  x   1.00040094  =   1.00024222
 FL1852
 FL1852:                Primary Azimuth Mark                     Grid Az
 FL1852:SPC TX N     -  W TEX GAS PUMPING STA ELEV TK            080 06 16.5
 FL1852:UTM  14      -  W TEX GAS PUMPING STA ELEV TK            081 33 29.7
 FL1852
 FL1852|---------------------------------------------------------------------|
 FL1852| PID    Reference Object                     Distance      Geod. Az  |
 FL1852|                                                           dddmmss.s |
 FL1852| FL1845 W TEX GAS PUMPING STA ELEV TK       APPROX.15.8 KM 0795527.4 |
 FL1852| CJ7491 HOME RM 1                            33.826 METERS 10405     |
 FL1852| CJ7492 HOME RM 2                            33.694 METERS 22200     |
 FL1852| CJ7490 HOME AZ MK                                         2871938.5 |
 FL1852| FL1855 AMARILLO GAS PUMP STA ELEV TK       APPROX. 7.9 KM 2873040.6 |
 FL1852| FL1863 EXCELL US BUR OF MINE WATER TK      APPROX.19.2 KM 3095013.4 |
 FL1852|---------------------------------------------------------------------|
 FL1852
 FL1852                          SUPERSEDED SURVEY CONTROL
 FL1852
 FL1852  NAD 83(1993)-  35 30 59.90263(N)    101 48 39.97221(W) AD(       ) 1
 FL1852  NAD 83(1986)-  35 30 59.90737(N)    101 48 39.96871(W) AD(       ) 1
 FL1852  NAD 27      -  35 30 59.73900(N)    101 48 38.31900(W) AD(       ) 1
 FL1852
 FL1852.Superseded values are not recommended for survey control.
 FL1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1852.See file dsdata.txt to determine how the superseded data were derived.
 FL1852
 FL1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE4507133974(NAD 83)
 FL1852_MARKER: DS = TRIANGULATION STATION DISK
 FL1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1852
 FL1852  HISTORY     - Date     Condition        Report By
 FL1852  HISTORY     - 1951     MONUMENTED       CGS
 FL1852  HISTORY     - 1952     GOOD             USGS
 FL1852
 FL1852                          STATION DESCRIPTION
 FL1852
 FL1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1852'THE STATION IS LOCATED ON A HIGH GRASSY RIDGE THAT LIES BETWEEN
 FL1852'BOX CANYON AND HOME CREEK.  IT IS ABOUT 21 MILES AIRLINE
 FL1852'NORTH-NORTHEAST OF AMARILLO, ABOUT 13 MILES AIRLINE WEST OF
 FL1852'DEAL, ABOUT 5 MILES AIRLINE NORTHEAST OF U.S. HIGHWAY 87, AND
 FL1852'ON PASTURE LAND KNOWN AS THE MASTERSON ESTATE.
 FL1852'
 FL1852'THE STATION IS 75 YARDS NORTHEAST OF A NATURAL GAS WELL, 175
 FL1852'YARDS EAST-NORTHEAST OF A CATTLE GUARD, AND 10 FEET EAST OF
 FL1852'A WHITE WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP
 FL1852'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE
 FL1852'DISK IS STAMPED--HOME 1951.
 FL1852'
 FL1852'REFERENCE MARK NUMBER ONE IS ABOUT 1 FOOT LOWER THAN THE STATION.
 FL1852'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FL1852'POST THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED--HOME NO 1 1951.
 FL1852'
 FL1852'REFERENCE MARK NUMBER TWO IS 120 FEET NORTHEAST OF THE GAS WELL
 FL1852'AND ABOUT 3 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK
 FL1852'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1852'6 INCHES.  THE DISK IS STAMPED--HOME NO 2 1951.
 FL1852'
 FL1852'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTER LINE OF THE
 FL1852'ROAD, AND 24 FEET SOUTH OF A WIRE FENCE.  IT IS A STANDARD
 FL1852'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1852'PROJECTS 4 INCHES.  THE DISK IS STAMPED--HOME 1951.  TO REACH
 FL1852'THE MARK FROM THE STATION GO WEST-SOUTHWEST FOR 175 YARDS TO
 FL1852'A CATTLE GUARD.  CROSS OVER THE CATTLE GUARD AND FOLLOW THE
 FL1852'MAIN TRAVELED ROAD, WESTERLY, FOR 1.2 MILES TO THE MARK ON
 FL1852'THE RIGHT.
 FL1852'
 FL1852'TO REACH THE STATION FROM THE POST OFFICE IN AMARILLO GO NORTH
 FL1852'ON U.S. HIGHWAY 87 FOR 19.4 MILES TO THE CANADIAN RIVER BRIDGE.
 FL1852'CROSS OVER THE BRIDGE AND CONTINUE, ON U.S. HIGHWAY 87, FOR
 FL1852'6.7 MILES TO A T-ROAD RIGHT AND A CATTLE GUARD.  TURN RIGHT,
 FL1852'EAST, AS PER SIGN JIM WEYMUTH AND GO 0.9 MILE TO THE RAILROAD
 FL1852'TRACKS.  CONTINUE, STRAIGHT AHEAD, FOR 0.7 MILE TO A FORK.
 FL1852'TAKE THE RIGHT FORK AND GO 0.55 MILE TO A CATTLE GUARD.  CROSS
 FL1852'OVER THE CATTLE GUARD AND TAKE THE RIGHT FORK FOR 1.4 MILES TO
 FL1852'A GATE NEAR THE MAIN BUILDINGS OF THE AMARILLO GAS COMPANY
 FL1852'PUMPING STATION.  PASS THROUGH THE GATE AND FOLLOW THE MAIN
 FL1852'TRAVELED ROAD, EAST, FOR 3.5 MILES TO A CATTLE GUARD.
 FL1852'CROSS OVER THE CATTLE GUARD AND CONTINUE, EASTERLY, FOR 1.8
 FL1852'MILES TO A CATTLE GUARD AND A SMALL SHEET METAL BUILDING.
 FL1852'CROSS OVER THE CATTLE GUARD AND GO EAST FOR 0.1 MILE TO A GAS
 FL1852'WELL AND THE STATION IS ON THE HIGHEST GROUND, ABOUT 75
 FL1852'YARDS NORTHEAST OF THE GAS WELL.
 FL1852'
 FL1852'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FL1852
 FL1852                          STATION RECOVERY (1952)
 FL1852
 FL1852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FL1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2015 ***********************************************************************
 FL2015  DESIGNATION -  HOME
 FL2015  PID         -  FL2015
 FL2015  STATE/COUNTY-  TX/ROBERTS
 FL2015  USGS QUAD   -  HORSE CREEK NORTH (1972)
 FL2015
 FL2015                         *CURRENT SURVEY CONTROL
 FL2015  ___________________________________________________________________
 FL2015* NAD 83(1993)-  35 55 58.79696(N)    100 37 39.61712(W)     ADJUSTED  
 FL2015* NAVD 88     -       826.     (meters)    2710.     (feet)  SCALED    
 FL2015  ___________________________________________________________________
 FL2015  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 FL2015  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 FL2015
 FL2015  HORZ ORDER  -  THIRD
 FL2015
 FL2015.The horizontal coordinates were established by classical geodetic methods
 FL2015.and adjusted by the National Geodetic Survey in February 1996..
 FL2015
 FL2015.The orthometric height was scaled from a topographic map.
 FL2015
 FL2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2015
 FL2015.The geoid height was determined by GEOID03.
 FL2015
 FL2015;                    North         East     Units Scale Factor Converg.
 FL2015;SPC TX N     - 1,214,791.757   278,713.974   MT  0.99995119   +0 30 20.0
 FL2015;SPC TX N     - 3,985,529.29    914,414.10   sFT  0.99995119   +0 30 20.0
 FL2015;UTM  14      - 3,977,741.205   353,171.655   MT  0.99986565   -0 57 19.3
 FL2015
 FL2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2015!SPC TX N     -   0.99987467  x   0.99995119  =   0.99982587
 FL2015!UTM  14      -   0.99987467  x   0.99986565  =   0.99974034
 FL2015
 FL2015|---------------------------------------------------------------------|
 FL2015| PID    Reference Object                     Distance      Geod. Az  |
 FL2015|                                                           dddmmss.s |
 FL2015| CK9892 HOME RM 1                             5.470 METERS 02450     |
 FL2015| CK9893 HOME RM 2                             7.001 METERS 11137     |
 FL2015| CK9891 HOME AZ MK                                         3530119.4 |
 FL2015|---------------------------------------------------------------------|
 FL2015
 FL2015                          SUPERSEDED SURVEY CONTROL
 FL2015
 FL2015  NAD 83(1993)-  35 55 58.79750(N)    100 37 39.61691(W) AD(       ) 3
 FL2015  NAD 83(1986)-  35 55 58.80334(N)    100 37 39.60529(W) AD(       ) 3
 FL2015  NAD 27      -  35 55 58.65700(N)    100 37 38.10300(W) AD(       ) 3
 FL2015
 FL2015.Superseded values are not recommended for survey control.
 FL2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2015.See file dsdata.txt to determine how the superseded data were derived.
 FL2015
 FL2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5317277741(NAD 83)
 FL2015_MARKER: DS = TRIANGULATION STATION DISK
 FL2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2015
 FL2015  HISTORY     - Date     Condition        Report By
 FL2015  HISTORY     - 1952     MONUMENTED       CGS
 FL2015
 FL2015                          STATION DESCRIPTION
 FL2015
 FL2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (MJT)
 FL2015'THE STATION IS LOCATED ABOUT 17 MILES NORTH OF MIAMI, 14 MILES
 FL2015'WEST OF CANADIAN, 2-1/2 MILES SOUTH OF THE CANADIAN RIVER, 8
 FL2015'FEET NORTHEAST OF A WITNESS POST, AND ON A SMALL KNOLL IN PASTURE
 FL2015'LAND OWNED BY MR. FRANK CHAMBERS.
 FL2015'
 FL2015'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN
 FL2015'INTERSECTION IN CANADIAN, GO SOUTH ON U.S. HIGHWAY 60 FOR 0.4
 FL2015'MILE TO A CROSS STREET AND A BLINKER LIGHT, TURN RIGHT AND GO
 FL2015'WEST ACROSS THE RAILROAD TRACKS FOR 0.25 MILE TO A T-ROAD, TURN
 FL2015'LEFT AND GO SOUTH FOR 0.1 MILE, TURN RIGHT AND GO WEST FOR 0.05
 FL2015'MILE TO A T-ROAD, TURN LEFT AND GO SOUTH FOR 0.3 MILE TO A
 FL2015'Y-FORK, TAKE THE RIGHT FORK AND GO WESTERLY ALONG THE SOUTH SIDE
 FL2015'OF THE CANADIAN RIVER, KEEPING ALL RIGHT FORKS FOR 13.5
 FL2015'MILES TO A Y-FORK AND A SIGN CHAMBERS RANCH. JONES/MC MORDIF
 FL2015'C 3 MI.  TAKE THE RIGHT FORK AND GO WESTERLY FOR 1.2 MILES
 FL2015'TO A Y-FORK, TAKE THE RIGHT FORK AND GO WESTERLY FOR 1.3
 FL2015'MILES TO A CATTLE GUARD, TURN LEFT ON A TRACK ROAD EAST OF THE
 FL2015'CATTLE GUARD AND GO SOUTH FOR 0.2 MILE TO A GATE ON THE RIGHT,
 FL2015'TURN RIGHT AND PASS THROUGH THE GATE, THEN SOUTH ON TRACK ROAD
 FL2015'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH
 FL2015'FOR 0.5 MILE TO A LONE TREE ON THE LEFT, TURN RIGHT AND
 FL2015'GO WESTERLY FOR 0.1 MILE TO THE HIGHEST POINT AND THE
 FL2015'STATION SITE.
 FL2015'
 FL2015'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL2015'POSTS.
 FL2015'
 FL2015'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 FL2015'STAMPED HOME 1951.
 FL2015'
 FL2015'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION
 FL2015'MARK.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED HOME
 FL2015'NO 1 1951.
 FL2015'
 FL2015'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION MARK.
 FL2015'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HOME NO
 FL2015'2 1951.
 FL2015'
 FL2015'THE AZIMUTH MARK IS 32 FEET EAST OF A TRACK ROAD, 5 FEET
 FL2015'NORTHWEST OF A WITNESS POST, AND 3 FEET WEST OF A FENCE LINE.
 FL2015'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED HOME 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1710 ***********************************************************************
 AY1710  DESIGNATION -  HONDO
 AY1710  PID         -  AY1710
 AY1710  STATE/COUNTY-  TX/MEDINA
 AY1710  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1710
 AY1710                         *CURRENT SURVEY CONTROL
 AY1710  ___________________________________________________________________
 AY1710* NAD 83(1993)-  29 20 56.85214(N)    099 06 59.12731(W)     ADJUSTED  
 AY1710* NAVD 88     -       269.163  (meters)     883.08   (feet)  POSTED    
 AY1710  ___________________________________________________________________
 AY1710  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AY1710  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AY1710  DYNAMIC HT  -         268.770 (meters)     881.79  (feet)  COMP
 AY1710  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY1710
 AY1710  HORZ ORDER  -  SECOND
 AY1710  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AY1710
 AY1710.The horizontal coordinates were established by classical geodetic methods
 AY1710.and adjusted by the National Geodetic Survey in February 1996..
 AY1710
 AY1710.The orthometric height was determined by differential leveling
 AY1710.and adjusted by the National Geodetic Survey in 1992..
 AY1710.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AY1710.rate of 3.1 thru 4.0 mm/km.
 AY1710
 AY1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1710
 AY1710.The geoid height was determined by GEOID03.
 AY1710
 AY1710.The dynamic height is computed by dividing the NAVD 88
 AY1710.geopotential number by the normal gravity value computed on the
 AY1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1710.degrees latitude (g = 980.6199 gals.).
 AY1710
 AY1710.The modeled gravity was interpolated from observed gravity values.
 AY1710
 AY1710;                    North         East     Units Scale Factor Converg.
 AY1710;SPC TXSC     - 4,167,995.404   588,695.626   MT  0.99986327   -0 03 25.3
 AY1710;SPC TXSC     -13,674,498.25  1,931,412.23   sFT  0.99986327   -0 03 25.3
 AY1710;UTM  14      - 3,246,672.376   488,698.597   MT  0.99960158   -0 03 25.4
 AY1710
 AY1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1710!SPC TXSC     -   0.99996148  x   0.99986327  =   0.99982476
 AY1710!UTM  14      -   0.99996148  x   0.99960158  =   0.99956308
 AY1710
 AY1710|---------------------------------------------------------------------|
 AY1710| PID    Reference Object                     Distance      Geod. Az  |
 AY1710|                                                           dddmmss.s |
 AY1710| AY1258 C 35                                  9.895 METERS 09004     |
 AY1710| AY2021 FOHN                                APPROX.14.2 KM 2301001.0 |
 AY1710| AY2020 HONDO MUNICIPAL TANK                APPROX. 2.2 KM 2622911.2 |
 AY1710| AY2022 HONDO MEDINA CO CTHSE DOME          APPROX. 2.4 KM 2741753.0 |
 AY1710|---------------------------------------------------------------------|
 AY1710
 AY1710                          SUPERSEDED SURVEY CONTROL
 AY1710
 AY1710  NAD 83(1986)-  29 20 56.85424(N)    099 06 59.11054(W) AD(       ) 2
 AY1710  NAD 27      -  29 20 56.00600(N)    099 06 57.98900(W) AD(       ) 2
 AY1710  NGVD 29 (??/??/92)  269.03   (m)          882.6    (f) COMPUTED    1 2
 AY1710
 AY1710.Superseded values are not recommended for survey control.
 AY1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1710.See file dsdata.txt to determine how the superseded data were derived.
 AY1710
 AY1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8869946672(NAD 83)
 AY1710_MARKER: DS = TRIANGULATION STATION DISK
 AY1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1710+STABILITY: SURFACE MOTION
 AY1710
 AY1710  HISTORY     - Date     Condition        Report By
 AY1710  HISTORY     - 1924     MONUMENTED       CGS
 AY1710  HISTORY     - 1934     GOOD             CGS
 AY1710  HISTORY     - 1943     GOOD             CGS
 AY1710  HISTORY     - 1952     GOOD             CGS
 AY1710  HISTORY     - 1953     GOOD             CGS
 AY1710  HISTORY     - 19860718 GOOD             USPSQD
 AY1710  HISTORY     - 20021029 GOOD             USPSQD
 AY1710  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1710
 AY1710                          STATION DESCRIPTION
 AY1710
 AY1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY1710'ABOUT 1.5 MILES E OF HONDO, A TOWN OF THE SOUTHERN PACIFIC, AT
 AY1710'MILEPOST 257, ABOUT 15 METERS (49 FEET) S OF THE TRACK, ABOUT
 AY1710'10 METERS (33 FEET) E OF ROAD CROSSING, AND NEAR THE SW CORNER
 AY1710'OF THE RIGHT-OF-WAY FENCE.
 AY1710'
 AY1710'STATION MARKED BY STANDARD DISK STATION MARK SET IN CONCRETE.
 AY1710'BENCH MARK C 35 IS 9.895 METERS (32.46 FEET) FROM
 AY1710'STATION S 89 DEG 56 MIN E.  THE BEARING FROM STATION
 AY1710'OF HONDO WATER TANK IS S 82 DEG 29 MIN W.  AND OF HONDO
 AY1710'COURTHOUSE TOWER, N 05 DEG 42 MIN W.  ELEVATION OF STATION,
 AY1710'268.90 METERS (882.2 FEET).
 AY1710
 AY1710                          STATION RECOVERY (1934)
 AY1710
 AY1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SCM)
 AY1710'STATION IS ABOUT 1.5 MILES E OF HONDO ON THE SOUTHERN PACIFIC CO.
 AY1710'RIGHT-OF-WAY, 20 FEET W OF TELEGRAPH POLE NO. 257, ABOUT
 AY1710'40 FEET S OF THE TRACK, AND ABOUT 28 FEET E OF A ROAD CROSSING
 AY1710'THE TRACK, A STANDARD DISK SET IN AN 18-INCH SQUARE CONCRETE
 AY1710'POST AND STAMPED HONDO 1924.
 AY1710
 AY1710                          STATION RECOVERY (1943)
 AY1710
 AY1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 AY1710'STATION IN GOOD CONDITION.
 AY1710
 AY1710                          STATION RECOVERY (1952)
 AY1710
 AY1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 AY1710'STATION MARK RECOVERED AS PREVIOUSLY DESCRIBED AND IS IN GOOD
 AY1710'CONDITION.  THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 AY1710
 AY1710                          STATION RECOVERY (1953)
 AY1710
 AY1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 AY1710'STATION IS 1.6 MILES E ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AY1710'FROM THE STATION AT HONDO, AT A ROAD CROSSING, 79 FEET N OF
 AY1710'THE CENTER LINE OF U.S. HIGHWAY 90, 41 FEET S OF THE SOUTH RAIL,
 AY1710'35 FEET E OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH,
 AY1710'21.5 FEET W OF MILEPOST 257, SET IN THE TOP OF A CONCRETE
 AY1710'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  A TRIANGULATION
 AY1710'STATION DISK STAMPED HONDO 1924.  THE NORTHEAST CORNER OF THE
 AY1710'POST IS BROKEN OFF BUT IT IS STILL SOLID.
 AY1710
 AY1710                          STATION RECOVERY (1986)
 AY1710
 AY1710'RECOVERY NOTE BY US POWER SQUADRON 1986 (HLJ)
 AY1710'RECOVERED IN GOOD CONDITION.
 AY1710
 AY1710                          STATION RECOVERY (2002)
 AY1710
 AY1710'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1710'RECOVERED IN GOOD CONDITION.
 AY1710
 AY1710                          STATION RECOVERY (2005)
 AY1710
 AY1710'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 AY1710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1590 ***********************************************************************
 AB1590  DESIGNATION -  HONDO
 AB1590  PID         -  AB1590
 AB1590  STATE/COUNTY-  TX/CAMERON
 AB1590  USGS QUAD   -  RIO HONDO (1980)
 AB1590
 AB1590                         *CURRENT SURVEY CONTROL
 AB1590  ___________________________________________________________________
 AB1590* NAD 83(1993)-  26 13 24.68842(N)    097 30 34.83228(W)     ADJUSTED  
 AB1590* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AB1590  ___________________________________________________________________
 AB1590  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 AB1590  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 AB1590
 AB1590  HORZ ORDER  -  SECOND
 AB1590
 AB1590.The horizontal coordinates were established by classical geodetic methods
 AB1590.and adjusted by the National Geodetic Survey in February 1996..
 AB1590
 AB1590.The orthometric height was scaled from a topographic map.
 AB1590
 AB1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1590
 AB1590.The geoid height was determined by GEOID03.
 AB1590
 AB1590;                    North         East     Units Scale Factor Converg.
 AB1590;SPC TX S     - 5,062,085.118   398,958.239   MT  0.99998616   +0 26 58.6
 AB1590;SPC TX S     -16,607,857.59  1,308,915.49   sFT  0.99998616   +0 26 58.6
 AB1590;UTM  14      - 2,901,293.838   648,875.102   MT  0.99987365   +0 39 31.2
 AB1590
 AB1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1590!SPC TX S     -   1.00000274  x   0.99998616  =   0.99998890
 AB1590!UTM  14      -   1.00000274  x   0.99987365  =   0.99987639
 AB1590
 AB1590|---------------------------------------------------------------------|
 AB1590| PID    Reference Object                     Distance      Geod. Az  |
 AB1590|                                                           dddmmss.s |
 AB1590| CV3310 HONDO RM 1                           22.500 METERS 16235     |
 AB1590| CV3309 HONDO AZ MK                                        2762119.7 |
 AB1590| CV3311 HONDO RM 2                           27.209 METERS 29134     |
 AB1590|---------------------------------------------------------------------|
 AB1590
 AB1590                          SUPERSEDED SURVEY CONTROL
 AB1590
 AB1590  NAD 83(1986)-  26 13 24.70076(N)    097 30 34.79154(W) AD(       ) 2
 AB1590  NAD 27      -  26 13 23.43600(N)    097 30 33.84600(W) AD(       ) 2
 AB1590
 AB1590.Superseded values are not recommended for survey control.
 AB1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1590.See file dsdata.txt to determine how the superseded data were derived.
 AB1590
 AB1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4887501294(NAD 83)
 AB1590_MARKER: DS = TRIANGULATION STATION DISK
 AB1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1590
 AB1590  HISTORY     - Date     Condition        Report By
 AB1590  HISTORY     - 1947     MONUMENTED       CGS
 AB1590  HISTORY     - 1956     SEE DESCRIPTION  USGS
 AB1590  HISTORY     - 1959     SEE DESCRIPTION  CGS
 AB1590  HISTORY     - 19910614 MARK NOT FOUND   USPSQD
 AB1590  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB1590
 AB1590                          STATION DESCRIPTION
 AB1590
 AB1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB1590'STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF RIO HONDO.  IT
 AB1590'IS 37.5 FEET NORTH OF THE CENTERLINE OF A MACADAM ROAD, 120
 AB1590'FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE, AND 11 FEET
 AB1590'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 AB1590'AND THE DISK IS STAMPED HONDO 1947.
 AB1590'
 AB1590'REFERENCE MARK NO. 1 IS 73.82 FEET SOUTHEAST OF THE STATION.
 AB1590'IT IS 29 FEET SOUTH OF THE CENTERLINE OF A MACADAM ROAD, 24
 AB1590'FEET WEST OF A TELEPHONE POLE AND 90 FEET EAST OF A FENCE
 AB1590'CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 AB1590'HONDO NO 1 1947.
 AB1590'
 AB1590'REFERENCE MARK NO. 2 IS 89.27 FEET WEST OF THE STATION.  IT
 AB1590'IS 57 FEET NORTH OF THE CENTERLINE OF A MACADAM ROAD, 21 FEET
 AB1590'NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE LINE.
 AB1590'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HONDO
 AB1590'NO 2 1947.
 AB1590'
 AB1590'AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION.  IT IS 29 FEET
 AB1590'SOUTH OF THE CENTER LINE OF A MACADAM ROAD, 4 FEET EAST OF
 AB1590'A TELEPHONE POLE AND 3 FEET EAST OF A WHITE WITNESS POST.
 AB1590'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HONDO 1947.
 AB1590'
 AB1590'TO REACH FROM THE STATION IN RIO HONDO, GO EAST ON MAIN ROAD FOR
 AB1590'0.6 MILE TO A RIGHT TURN AND A T ROAD EAST, TURN LEFT ON
 AB1590'CONCRETE ROAD AND GO EAST FOR 3.4 MILES TO THE AZIMUTH MARK
 AB1590'ON THE RIGHT, CONTINUE FOR 0.35 MILE TO THE STATION ON THE
 AB1590'LEFT AS DESCRIBED.
 AB1590'
 AB1590'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 AB1590
 AB1590                          STATION RECOVERY (1956)
 AB1590
 AB1590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB1590'IRRIGATION CANAL PUT IN THRU THIS AREA.  THE MARK WAS EITHER
 AB1590'COVERED OR DUG UP IN THE PROCESS OF MAKING A SYPHON AT THIS
 AB1590'POINT.  REFERENCE MARKS WERE ALSO NOT RECOVERED.
 AB1590
 AB1590                          STATION RECOVERY (1959)
 AB1590
 AB1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WLF)
 AB1590'STATION AND REFERENCE MARK 2 FOUND DESTROYED.
 AB1590'
 AB1590'AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 AB1590'
 AB1590'NO DIGGING TO CHECK THE UNDERGROUND MARKS WAS MADE.  REFERENCE
 AB1590'MARK 2 WAS FOUND ON THE EDGE OF A DRAINAGE CANAL.  THE STATION
 AB1590'WAS FOUND ON THE EDGE OF A DIRT TANK THAT ADJOINS A TIN
 AB1590'BUILDING THAT HOUSES A WELDING ESTABLISHMENT.
 AB1590
 AB1590                          STATION RECOVERY (1991)
 AB1590
 AB1590'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1590'MARK NOT FOUND.
 AB1590
 AB1590                          STATION RECOVERY (1993)
 AB1590
 AB1590'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB1590'NO MARKS FOR THIS STATION WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2022 ***********************************************************************
 AY2022  DESIGNATION -  HONDO MEDINA CO CTHSE DOME
 AY2022  PID         -  AY2022
 AY2022  STATE/COUNTY-  TX/MEDINA
 AY2022  USGS QUAD   -  HONDO (1982)
 AY2022
 AY2022                         *CURRENT SURVEY CONTROL
 AY2022  ___________________________________________________________________
 AY2022* NAD 83(1993)-  29 21 02.74993(N)    099 08 28.82638(W)     ADJUSTED  
 AY2022* NAVD 88     -                                                        
 AY2022  ___________________________________________________________________
 AY2022  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AY2022  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AY2022
 AY2022  HORZ ORDER  -  THIRD
 AY2022
 AY2022.The horizontal coordinates were established by classical geodetic methods
 AY2022.and adjusted by the National Geodetic Survey in February 1996..
 AY2022
 AY2022
 AY2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2022
 AY2022.The geoid height was determined by GEOID03.
 AY2022
 AY2022;                    North         East     Units Scale Factor Converg.
 AY2022;SPC TXSC     - 4,168,179.634   586,276.553   MT  0.99986328   -0 04 09.3
 AY2022;SPC TXSC     -13,675,102.68  1,923,475.66   sFT  0.99986328   -0 04 09.3
 AY2022;UTM  14      - 3,246,856.559   486,280.156   MT  0.99960232   -0 04 09.4
 AY2022
 AY2022                          SUPERSEDED SURVEY CONTROL
 AY2022
 AY2022  NAD 83(1986)-  29 21 02.75193(N)    099 08 28.80950(W) AD(       ) 4
 AY2022  NAD 27      -  29 21 01.91600(N)    099 08 27.67200(W) AD(       ) 3
 AY2022
 AY2022.Superseded values are not recommended for survey control.
 AY2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2022.See file dsdata.txt to determine how the superseded data were derived.
 AY2022
 AY2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8628046857(NAD 83)
 AY2022_MARKER: 87 = DOME
 AY2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2022+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY2022
 AY2022  HISTORY     - Date     Condition        Report By
 AY2022  HISTORY     - 1935     FIRST OBSERVED   CGS
 AY2022  HISTORY     - 19860719 GOOD             USPSQD
 AY2022  HISTORY     - 19950522 GOOD             USPSQD
 AY2022  HISTORY     - 19970430 GOOD             USPSQD
 AY2022  HISTORY     - 20021028 GOOD             USPSQD
 AY2022  HISTORY     - 20050521 GOOD             USPSQD
 AY2022
 AY2022                          STATION DESCRIPTION
 AY2022
 AY2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY2022'OBJECT SIGHTED UPON WAS TIP OF DOME OF COURT HOUSE IN THE
 AY2022'CENTRAL PART OF HONDO.  IT IS APPROXIMATELY 125 FEET HIGH.
 AY2022'
 AY2022'STATION WAS OBSERVED UPON FROM STATIONS SCHMIDT, FOHN, RACKLEY,
 AY2022'HACKBERRY.
 AY2022
 AY2022                          STATION RECOVERY (1986)
 AY2022
 AY2022'RECOVERY NOTE BY US POWER SQUADRON 1986 (HLJ)
 AY2022'RECOVERED IN GOOD CONDITION.
 AY2022
 AY2022                          STATION RECOVERY (1995)
 AY2022
 AY2022'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY2022'RECOVERED IN GOOD CONDITION.
 AY2022
 AY2022                          STATION RECOVERY (1997)
 AY2022
 AY2022'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY2022'RECOVERED IN GOOD CONDITION.
 AY2022
 AY2022                          STATION RECOVERY (2002)
 AY2022
 AY2022'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY2022'RECOVERED IN GOOD CONDITION.
 AY2022
 AY2022                          STATION RECOVERY (2005)
 AY2022
 AY2022'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY2022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2020 ***********************************************************************
 AY2020  DESIGNATION -  HONDO MUNICIPAL TANK
 AY2020  PID         -  AY2020
 AY2020  STATE/COUNTY-  TX/MEDINA
 AY2020  USGS QUAD   -  HONDO (1982)
 AY2020
 AY2020                         *CURRENT SURVEY CONTROL
 AY2020  ___________________________________________________________________
 AY2020* NAD 83(1993)-  29 20 47.41329(N)    099 08 20.74929(W)     ADJUSTED  
 AY2020* NAVD 88     -                                                        
 AY2020  ___________________________________________________________________
 AY2020  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AY2020  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AY2020
 AY2020  HORZ ORDER  -  THIRD
 AY2020
 AY2020.The horizontal coordinates were established by classical geodetic methods
 AY2020.and adjusted by the National Geodetic Survey in February 1996..
 AY2020
 AY2020
 AY2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2020
 AY2020.The geoid height was determined by GEOID03.
 AY2020
 AY2020;                    North         East     Units Scale Factor Converg.
 AY2020;SPC TXSC     - 4,167,707.233   586,493.837   MT  0.99986326   -0 04 05.3
 AY2020;SPC TXSC     -13,673,552.81  1,924,188.53   sFT  0.99986326   -0 04 05.3
 AY2020;UTM  14      - 3,246,384.281   486,497.383   MT  0.99960225   -0 04 05.4
 AY2020
 AY2020                          SUPERSEDED SURVEY CONTROL
 AY2020
 AY2020  NAD 83(1986)-  29 20 47.41531(N)    099 08 20.73237(W) AD(       ) 4
 AY2020  NAD 27      -  29 20 46.57400(N)    099 08 19.59600(W) AD(       ) 3
 AY2020
 AY2020.Superseded values are not recommended for survey control.
 AY2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2020.See file dsdata.txt to determine how the superseded data were derived.
 AY2020
 AY2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8649746384(NAD 83)
 AY2020_MARKER: 53 = ELEVATED TANK
 AY2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2020+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY2020
 AY2020  HISTORY     - Date     Condition        Report By
 AY2020  HISTORY     - 1935     FIRST OBSERVED   CGS
 AY2020  HISTORY     - 19950522 GOOD             USPSQD
 AY2020  HISTORY     - 19970430 GOOD             USPSQD
 AY2020  HISTORY     - 20021028 GOOD             USPSQD
 AY2020  HISTORY     - 20050521 GOOD             USPSQD
 AY2020
 AY2020                          STATION DESCRIPTION
 AY2020
 AY2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AY2020'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK LOCATED
 AY2020'IN THE CENTRAL PART OF TOWN.  TANK IS APPROXIMATELY 100 FEET
 AY2020'HIGH AND IS NOT A VERY LARGE TYPE.
 AY2020'
 AY2020'STATION WAS OBSERVED UPON FROM SCHMIDT, FOHN, RACKLEY, HACKBERRY.
 AY2020
 AY2020                          STATION RECOVERY (1995)
 AY2020
 AY2020'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY2020'RECOVERED IN GOOD CONDITION.
 AY2020
 AY2020                          STATION RECOVERY (1997)
 AY2020
 AY2020'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY2020'RECOVERED IN GOOD CONDITION.
 AY2020
 AY2020                          STATION RECOVERY (2002)
 AY2020
 AY2020'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY2020'RECOVERED IN GOOD CONDITION.
 AY2020
 AY2020                          STATION RECOVERY (2005)
 AY2020
 AY2020'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY2020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2118 ***********************************************************************
 AY2118  SACS        -  This is a Secondary Airport Control Station.
 AY2118  DESIGNATION -  HONDOPORT
 AY2118  PID         -  AY2118
 AY2118  STATE/COUNTY-  TX/MEDINA
 AY2118  USGS QUAD   -  HONDO (1982)
 AY2118
 AY2118                         *CURRENT SURVEY CONTROL
 AY2118  ___________________________________________________________________
 AY2118* NAD 83(1993)-  29 21 29.87401(N)    099 10 50.52230(W)     ADJUSTED  
 AY2118* NAVD 88     -       281.53   (meters)     923.7    (feet)  GPS OBS   
 AY2118  ___________________________________________________________________
 AY2118  X           -    -887,681.097 (meters)                     COMP
 AY2118  Y           -  -5,492,430.210 (meters)                     COMP
 AY2118  Z           -   3,108,701.149 (meters)                     COMP
 AY2118  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AY2118  ELLIP HEIGHT-         257.64  (meters)          (06/26/01) GPS OBS
 AY2118  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AY2118
 AY2118  HORZ ORDER  -  FIRST
 AY2118  ELLP ORDER  -  THIRD     CLASS II
 AY2118
 AY2118.This mark is at Hondo Muni (HDO) Airport (HDO)
 AY2118
 AY2118.The horizontal coordinates were established by GPS observations
 AY2118.and adjusted by the National Geodetic Survey in June 1996..
 AY2118
 AY2118.The orthometric height was determined by GPS observations and a
 AY2118.high-resolution geoid model.
 AY2118
 AY2118.GPS derived orthometric heights for airport stations designated as
 AY2118.PACS or SACS are published to 2 decimal places.  This maintains
 AY2118.centimeter relative accuracy between the PACS and SACS.  It does
 AY2118.not indicate centimeter accuracy relative to other marks which are
 AY2118.part of the NAVD 88 network.
 AY2118
 AY2118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY2118
 AY2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2118
 AY2118.The ellipsoidal height was determined by GPS observations
 AY2118.and is referenced to NAD 83.
 AY2118
 AY2118.The geoid height was determined by GEOID03.
 AY2118
 AY2118;                    North         East     Units Scale Factor Converg.
 AY2118;SPC TXSC     - 4,169,019.913   582,456.196   MT  0.99986333   -0 05 18.7
 AY2118;SPC TXSC     -13,677,859.50  1,910,941.70   sFT  0.99986333   -0 05 18.7
 AY2118;UTM  14      - 3,247,696.622   482,460.794   MT  0.99960380   -0 05 18.9
 AY2118
 AY2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2118!SPC TXSC     -   0.99995954  x   0.99986333  =   0.99982287
 AY2118!UTM  14      -   0.99995954  x   0.99960380  =   0.99956335
 AY2118
 AY2118:                Primary Azimuth Mark                     Grid Az
 AY2118:SPC TXSC     -  L 915                                    312 52 25.1
 AY2118:UTM  14      -  L 915                                    312 52 25.3
 AY2118
 AY2118|---------------------------------------------------------------------|
 AY2118| PID    Reference Object                     Distance      Geod. Az  |
 AY2118|                                                           dddmmss.s |
 AY2118| AY1253 L 915                               APPROX. 0.6 KM 3124706.4 |
 AY2118|---------------------------------------------------------------------|
 AY2118
 AY2118                          SUPERSEDED SURVEY CONTROL
 AY2118
 AY2118  ELLIP H (06/19/96)  257.79   (m)                       GP(       ) 3 2
 AY2118  NAD 83(1993)-  29 21 29.87460(N)    099 10 50.52334(W) AD(       ) 3
 AY2118  ELLIP H (02/16/96)  257.79   (m)                       GP(       ) 5 1
 AY2118  NAD 83(1986)-  29 21 29.87907(N)    099 10 50.50561(W) AD(       ) 3
 AY2118  NGVD 29 (10/23/89)  281.4    (m)          923.     (f) GPS OBS        
 AY2118
 AY2118.Superseded values are not recommended for survey control.
 AY2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2118.See file dsdata.txt to determine how the superseded data were derived.
 AY2118
 AY2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8246147697(NAD 83)
 AY2118_MARKER: DH = HORIZONTAL CONTROL DISK
 AY2118_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AY2118_SP_SET: 1 M SQUARE CONCRETE LIGHT BASE
 AY2118_STAMPING: HONDOPORT 1988
 AY2118_MARK LOGO: NGS   
 AY2118_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2118+STABILITY: SURFACE MOTION
 AY2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2118+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY2118
 AY2118  HISTORY     - Date     Condition        Report By
 AY2118  HISTORY     - 1988     MONUMENTED       NGS
 AY2118  HISTORY     - 19890104 GOOD
 AY2118  HISTORY     - 19910226 GOOD             NGS
 AY2118  HISTORY     - 19950426 GOOD             NGS
 AY2118  HISTORY     - 19950522 GOOD             USPSQD
 AY2118  HISTORY     - 20050521 GOOD             USPSQD
 AY2118
 AY2118                          STATION DESCRIPTION
 AY2118
 AY2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AY2118'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) WEST-NORTHWEST OF HONDO,
 AY2118'2.4 KM (1.50 MI) NORTH OF U.S. HIGHWAY 90, AT THE HONDO MUNICIPAL
 AY2118'AIRPORT.  OWNERSHIP--CITY OF HONDO, 1600 AVENUE M, HONDO, TEXAS 78861.
 AY2118'THE AIRPORT MANAGER IS MIKE RHEA, TELEPHONE 512-426-3378.
 AY2118'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 AY2118'HIGHWAY 173, NEAR THE EAST EDGE OF HONDO, GO WEST ON U.S. HIGWAY 90
 AY2118'FOR 4.21 KM (2.60 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH
 AY2118'FOR 0.31 KM (0.20 MI) TO A FORK IN THE ROAD.  BEAR LEFT AND GO
 AY2118'NORTHWEST ON TWINNING STREET FOR 0.51 KM (0.30 MI) TO A SLANTED
 AY2118'T-ROAD.  BEAR LEFT AND GO WEST ON THE PAVED ROAD FOR 0.15 KM
 AY2118'(0.10 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON ARNOLD
 AY2118'STREET FOR 0.13 KM (0.10 MI) TO DOOLITTLE STREET ON THE LEFT.  TURN
 AY2118'LEFT AND GO WEST ON DOOLITTLE STREET FOR 0.23 KM (0.15 MI) TO A GUARD
 AY2118'SHACK ON THE LEFT.  CONTINUE AHEAD FOR 0.07 KM (0.05 MI) TO AN OFFSET
 AY2118'CROSS STREET.  TURN LEFT AND GO SOUTH FOR 0.07 KM (0.05 MI) TO A PAVED
 AY2118'LANE RIGHT (BETWEEN BUILDINGS).  TURN RIGHT AND GO WEST ON A WINDING
 AY2118'LANE THEN ACROSS THE APRON FOR 0.29 KM (0.20 MI) TO THE WEST EDGE OF
 AY2118'THE APRON AT THE GRASS LINE.  TURN LEFT AND GO SOUTH ON THE APRON FOR
 AY2118'0.14 KM (0.10 MI) TO A TAXIWAY LEADING SOUTHWEST.  BEAR RIGHT ON THE
 AY2118'TAXIWAY FOR 0.16 KM (0.10 MI) TO THE END OF RUNWAYS 13-31 AND 17L-35R.
 AY2118'BEAR RIGHT AND GO NORTHWEST ALONG THE SIDE OF RUNWAY 13-31 FOR 1.25
 AY2118'KM (0.80 MI) TO RUNWAY 4-22 AND THE STATION ON THE RIGHT.
 AY2118'THE STATION IS SET IN A DRILL HOLE IN THE EAST PART OF A ONE METER
 AY2118'SQUARE CONCRETE BASE OF AN OLD RUNWAY LIGHT.  IT IS 38.7 M (127.0 FT)
 AY2118'NORTHWEST OF THE CENTERLINE OF RUNWAY 4-22, 24.0 M (78.7 FT) NORTHEAST
 AY2118'OF THE CENTERLINE OF RUNWAY 13-31, AND 1.3 M (4.3 FT) SOUTH OF A
 AY2118'WITNESS POST.
 AY2118'NOTE=NEED TO MAKE ARRANGEMENTS IN ADVANCE.
 AY2118'DESCRIBED BY V.L. FERNANDES.
 AY2118
 AY2118                          STATION RECOVERY (1989)
 AY2118
 AY2118'RECOVERED 1989
 AY2118'RECOVERED IN GOOD CONDITION.
 AY2118
 AY2118                          STATION RECOVERY (1991)
 AY2118
 AY2118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AY2118'RECOVERED IN GOOD CONDITION.
 AY2118
 AY2118                          STATION RECOVERY (1995)
 AY2118
 AY2118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AY2118'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF D HANIS, 2.5 MI
 AY2118'(4.0 KM) WEST NORTHWEST OF HONDO AND AT THE HONDO MUNICIPAL AIRPORT.
 AY2118'OWNERSHIP--CITY OF HONDO, 1600 AVENUE M, HONDO, TX 78861.  AIRPORT
 AY2118'MANAGER IS SCOTT WALD, PHONE (210) 426-3378.  CONTACT AT AIRPORT, GREG
 AY2118'BALDASARRI, PHONE (210) 426-3021.  NOTE--HEAVY MILITARY T-41 TRAFFIC
 AY2118'DURING DAYLIGHT HOURS.  TO REACH THE STATION FROM THE JUNCTION OF US
 AY2118'HIGHWAY 90 AND STATE HIGHWAY 173 ON THE EAST SIDE OF HONDO, GO WEST ON
 AY2118'US HIGHWAY 90 FOR 2.6 MI (4.2 KM) TO A PAVED ROAD RIGHT, TURN RIGHT
 AY2118'AND GO NORTH ON CASTRO STREET FOR 1.05 MI (1.69 KM) TO A INTERSECTION,
 AY2118'TURN LEFT AND GO WEST ON SPATZ STREET FOR 0.5 MI (0.8 KM) TO A PAVED
 AY2118'ROAD LEFT AND A CURVE RIGHT, TURN RIGHT FOLLOWING PAVED ROAD AND GO
 AY2118'NORTHERLY, THEN WEST FOR 0.1 MI (0.2 KM) TO A GATE AHEAD AND THE USAF
 AY2118'FLIGHT SCREENING PROGRAM BUILDING ON THE RIGHT, PASS THROUGH GATE AND
 AY2118'GO WEST ON THE APRON FOR 0.1 MI (0.2 KM) TO A APRON EDGE TAXIWAY, TURN
 AY2118'LEFT AND GO SOUTH ON THE PARALLEL APRON EDGE TAXIWAY FOR 0.7 MI (1.1
 AY2118'KM) TO A TAXIWAY LEADING TO THE SOUTHWEST, BEAR RIGHT AND GO SOUTHWEST
 AY2118'ON THE TAXIWAY FOR 0.1 MI (0.2 KM) TO THE APPROACH ENDS OF RUNWAYS 32
 AY2118'AND 35R, TURN RIGHT AND GO NORTHWEST ON RUNWAY 13-31 FOR 0.8 MI (1.3
 AY2118'KM) CROSSING RUNWAY 4-22 TO THE STATION ON THE RIGHT.  THE STATION IS
 AY2118'SET INTO A DRILL HOLE IN THE EAST CORNER OF A OLD 3.3 FT (1.0 M)
 AY2118'SQUARE CONCRETE RUNWAY LIGHT BASE, 127.0 FT (38.7 M) NORTHWEST OF THE
 AY2118'CENTER OF RUNWAY 4-22 AND 78.7 FT (24.0 M) NORTHEAST OF THE CENTER OF
 AY2118'RUNWAY 13-31.  DRL.
 AY2118
 AY2118                          STATION RECOVERY (1995)
 AY2118
 AY2118'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY2118'RECOVERED IN GOOD CONDITION.
 AY2118
 AY2118                          STATION RECOVERY (2005)
 AY2118
 AY2118'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY2118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2051 ***********************************************************************
 FL2051  DESIGNATION -  HONE
 FL2051  PID         -  FL2051
 FL2051  STATE/COUNTY-  TX/ROBERTS
 FL2051  USGS QUAD   -  PAMPA NW (1971)
 FL2051
 FL2051                         *CURRENT SURVEY CONTROL
 FL2051  ___________________________________________________________________
 FL2051* NAD 83(1993)-  35 41 02.58331(N)    100 55 55.16106(W)     ADJUSTED  
 FL2051* NAVD 88     -       978.     (meters)    3209.     (feet)  SCALED    
 FL2051  ___________________________________________________________________
 FL2051  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FL2051  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 FL2051
 FL2051  HORZ ORDER  -  SECOND
 FL2051
 FL2051.The horizontal coordinates were established by classical geodetic methods
 FL2051.and adjusted by the National Geodetic Survey in February 1996..
 FL2051
 FL2051.The orthometric height was scaled from a topographic map.
 FL2051
 FL2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2051
 FL2051.The geoid height was determined by GEOID03.
 FL2051
 FL2051;                    North         East     Units Scale Factor Converg.
 FL2051;SPC TX N     - 1,186,971.819   251,413.139   MT  0.99992163   +0 19 45.1
 FL2051;SPC TX N     - 3,894,256.71    824,844.61   sFT  0.99992163   +0 19 45.1
 FL2051;UTM  14      - 3,950,625.747   325,171.833   MT  0.99997665   -1 07 38.1
 FL2051
 FL2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2051!SPC TX N     -   0.99985067  x   0.99992163  =   0.99977231
 FL2051!UTM  14      -   0.99985067  x   0.99997665  =   0.99982732
 FL2051
 FL2051|---------------------------------------------------------------------|
 FL2051| PID    Reference Object                     Distance      Geod. Az  |
 FL2051|                                                           dddmmss.s |
 FL2051| CK9896 HONE RM 2                            10.626 METERS 00633     |
 FL2051| CK9895 HONE RM 1                             9.687 METERS 19900     |
 FL2051| CK9894 HONE AZ MK                                         2065627.6 |
 FL2051|---------------------------------------------------------------------|
 FL2051
 FL2051                          SUPERSEDED SURVEY CONTROL
 FL2051
 FL2051  NAD 83(1993)-  35 41 02.58425(N)    100 55 55.16013(W) AD(       ) 2
 FL2051  NAD 83(1986)-  35 41 02.58938(N)    100 55 55.14987(W) AD(       ) 2
 FL2051  NAD 27      -  35 41 02.43500(N)    100 55 53.61600(W) AD(       ) 2
 FL2051
 FL2051.Superseded values are not recommended for survey control.
 FL2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2051.See file dsdata.txt to determine how the superseded data were derived.
 FL2051
 FL2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2517250626(NAD 83)
 FL2051_MARKER: DS = TRIANGULATION STATION DISK
 FL2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2051
 FL2051  HISTORY     - Date     Condition        Report By
 FL2051  HISTORY     - 1951     MONUMENTED       CGS
 FL2051
 FL2051                          STATION DESCRIPTION
 FL2051
 FL2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2051'THE STATION IS APPROXIMATELY 16 MILES AIR LINE WEST OF MIAMI.
 FL2051'11 MILES NORTH OF PAMPA.  15 YARDS WEST OF THE CENTER OF STATE
 FL2051'HIGHWAY 70 AND AT THE SUMMIT OF A GRADE AT A POINT WHERE THE
 FL2051'ROAD TURNS FROM NORTH-NORTHEAST TO NORTH-NORTHWEST.
 FL2051'
 FL2051'TO REACH THE STATION FROM THE INTERSECTION OF FRANCIS, HOBART
 FL2051'AND ALCOCK STREETS IN THE NORTHWESTERN PART OF PAMPA, GO
 FL2051'NORTHERLY ON HOBART STREET, ALSO STATE HIGHWAY 70, FOR 7.0 MILES
 FL2051'TO THE RED SCHOOL ON THE LEFT.  CONTINUE NORTHERLY ON STATE
 FL2051'HIGHWAY 70 FOR 3.1 MILES TO THE AZIMUTH MARK ON THE LEFT.
 FL2051'CONTINUE NORTHERLY ON STATE HIGHWAY 70 FOR 0.5 MILE TO A
 FL2051'CURVE TO THE LEFT AND THE STATION ON THE LEFT.
 FL2051'
 FL2051'THE STATION MARK, STAMPED HONE 1951, IS A BRONZE DISK SET
 FL2051'IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 FL2051'GROUND.  THE UNDERGROUND MARK IS A NAIL SET IN A CAN OF CEMENT.
 FL2051'IT IS 6 FEET SOUTHEAST OF A WHITE WITNESS POST AND 5 FEET EAST
 FL2051'OF A FENCE LINE.
 FL2051'
 FL2051'REFERENCE MARK NO. 1, STAMPED HONE NO 1 1951, IS A BRONZE
 FL2051'DISK SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 FL2051'AND IS 2 FEET EAST OF A FENCE LINE.
 FL2051'
 FL2051'REFERENCE MARK NO. 2, STAMPED HONE NO 2 1951, IS A BRONZE
 FL2051'DISK SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 FL2051'GROUND AND IS 2 FEET EAST OF THE FENCE LINE.
 FL2051'
 FL2051'THE AZIMUTH MARK, STAMPED HONE 1951, IS A BRONZE DISK SET IN
 FL2051'A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 16 YARDS
 FL2051'WEST OF THE CENTER OF STATE HIGHWAY 70.  11 YARDS SOUTH OF A
 FL2051'CATTLE GUARD.  5 FEET NORTHEAST OF A WHITE WITNESS POST AND
 FL2051'4 FEET EAST OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1070 ***********************************************************************
 CS1070  DESIGNATION -  HONEY
 CS1070  PID         -  CS1070
 CS1070  STATE/COUNTY-  TX/DALLAS
 CS1070  USGS QUAD   -  OAK CLIFF (1981)
 CS1070
 CS1070                         *CURRENT SURVEY CONTROL
 CS1070  ___________________________________________________________________
 CS1070* NAD 83(1986)-  32 42 40.     (N)    096 45 08.     (W)     SCALED    
 CS1070* NAVD 88     -       126.792  (meters)     415.98   (feet)  ADJUSTED  
 CS1070  ___________________________________________________________________
 CS1070  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CS1070  DYNAMIC HT  -         126.647 (meters)     415.51  (feet)  COMP
 CS1070  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 CS1070
 CS1070  VERT ORDER  -  FIRST     CLASS II
 CS1070
 CS1070.The horizontal coordinates were scaled from a topographic map and have
 CS1070.an estimated accuracy of +/- 6 seconds.
 CS1070
 CS1070.The orthometric height was determined by differential leveling
 CS1070.and adjusted by the National Geodetic Survey in June 1991..
 CS1070
 CS1070.The geoid height was determined by GEOID03.
 CS1070
 CS1070.The dynamic height is computed by dividing the NAVD 88
 CS1070.geopotential number by the normal gravity value computed on the
 CS1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1070.degrees latitude (g = 980.6199 gals.).
 CS1070
 CS1070.The modeled gravity was interpolated from observed gravity values.
 CS1070
 CS1070;                    North         East    Units  Estimated Accuracy
 CS1070;SPC TXNC     - 2,117,180.      763,840.      MT  (+/- 180 meters Scaled)
 CS1070
 CS1070                          SUPERSEDED SURVEY CONTROL
 CS1070
 CS1070  NGVD 29 (??/??/92)  126.804  (m)          416.02   (f) ADJ UNCH    1 2
 CS1070
 CS1070.Superseded values are not recommended for survey control.
 CS1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1070.See file dsdata.txt to determine how the superseded data were derived.
 CS1070
 CS1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB106214(NAD 83)
 CS1070_MARKER: DS = TRIANGULATION STATION DISK
 CS1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1070_STAMPING: HONEY 1947
 CS1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1070+STABILITY: SURFACE MOTION
 CS1070
 CS1070  HISTORY     - Date     Condition        Report By
 CS1070  HISTORY     - 1947     MONUMENTED       CGS
 CS1070  HISTORY     - 1947     GOOD             CGS
 CS1070  HISTORY     - 1958     GOOD             CGS
 CS1070  HISTORY     - 1960     GOOD             CGS
 CS1070  HISTORY     - 1968     GOOD             CGS
 CS1070  HISTORY     - 20000212 GOOD             USPSQD
 CS1070  HISTORY     - 20030512 POOR             TX1730
 CS1070
 CS1070                          STATION DESCRIPTION
 CS1070
 CS1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1070'STATION IS ABOUT 8 MILES NORTH OF LANCASTER, 5 MILES NORTH
 CS1070'NORTHWEST OF HUTCHINS AND 5 MILES SOUTH SOUTHEAST OF DALLAS.
 CS1070'STATION IS 61 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE
 CS1070'OF U.S. HIGHWAY NO. 75, 49 FEET SOUTHWEST OF THE APPROXIMATE
 CS1070'CENTERLINE OF STATE ROUTE NO. 246 AND 5.3 FEET SOUTHEAST
 CS1070'OF WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES
 CS1070'AND THE DISK IS STAMPED HONEY 1947.
 CS1070'
 CS1070'REFERENCE MARK NO. 1 IS 196.54 FEET NORTH NORTHEAST OF STATION
 CS1070'AND 41 FEET EAST NORTHEAST OF APPROXIMATE CENTERLINE OF
 CS1070'STATE ROUTE NO. 246.  THE MARK PROJECTS ABOUT 3 INCHES AND
 CS1070'THE DISK IS STAMPED HONEY NO. 1 1947.
 CS1070'
 CS1070'REFERENCE MARK NO. 2 IS 133.54 FEET SOUTHEAST OF STATION,
 CS1070'69 FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE ROUTE
 CS1070'NO. 246 AND 3 FEET WEST OF A POWER POLE.  THE MARK PROJECTS
 CS1070'ABOUT 3 INCHES AND THE DISK IS STAMPED HONEY NO. 2 1947.
 CS1070'
 CS1070'AZIMUTH MARK IS 0.4 MILE SOUTH OF STATION, 0.05 MILE WEST
 CS1070'OF U.S. HIGHWAY NO. 75, 48 FEET NORTHWEST OF APPROXIMATE
 CS1070'CENTERLINE OF LOOP 12, 7.2 FEET EAST OF A POWER POLE AND
 CS1070'2.4 FEET EAST OF WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 CS1070'3 INCHES AND THE DISK IS STAMPED HONEY 1947.
 CS1070'
 CS1070'TO REACH STATION FROM POST OFFICE IN HUTCHINS, GO WEST ONE
 CS1070'BLOCK TO U.S. HIGHWAY NO. 75.  TURN RIGHT AND GO NORTH AND
 CS1070'NORTHWEST FOR 6.1 MILE TO T INTERSECTION LEFT, LOOP 12, TO
 CS1070'AZIMUTH MARK ON RIGHT OR NORTHWEST OF LOOP 12 AS DESCRIBED.
 CS1070'CONTINUE NORTHWEST ON U.S. HIGHWAY NO. 75 FOR 0.4 MILE TO
 CS1070'STATION ON RIGHT OR NORTHEAST OF HIGHWAY AS DESCRIBED.
 CS1070'
 CS1070'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS1070
 CS1070                          STATION RECOVERY (1947)
 CS1070
 CS1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 CS1070'IN DALLAS.
 CS1070'ABOUT 5.3 MILES SOUTHEAST OF THE DALLAS COUNTY COURTHOUSE, NEAR THE
 CS1070'HIGHWAY UNDERPASS AT THE INTERSECTION OF STATE HIGHWAY 246 AND U.S.
 CS1070'HIGHWAY 75, 105 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CS1070'UNDERPASS, 51 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 75, 5 FEET
 CS1070'SOUTH OF A 4X4 MARKER POST.  A BRONZE TRIANGULATION STATION DISK SET
 CS1070'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 CS1070'GROUND.
 CS1070
 CS1070                          STATION RECOVERY (1958)
 CS1070
 CS1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS1070'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 CS1070'MARK HAS BEEN DESTROYED AND THE REFERENCE MARKS WERE NOT
 CS1070'RECOVERED.  TWO ADDITIONAL REFERENCE MARKS WERE ESTABLISHED
 CS1070'IN 1958.
 CS1070'
 CS1070'TO REACH THE STATION FROM THE CENTER OF DALLAS.  GO SOUTHEAST
 CS1070'ON U.S. HIGHWAY NO. 75, 5.3 MILES TO THE HIGHWAY OVERPASS
 CS1070'AND THE STATION.  THE STATION IS IN THE AREA BETWEEN U.S.
 CS1070'NO. 75 AND STATE HIGHWAY 246 WHICH BEAR WEST UNDER NO. 75,
 CS1070'ABOUT 50 YARDS NORTH OF THE STATION.  THE STATION IS ABOUT
 CS1070'61 FEET NORTHEAST OF THE CENTERLINE OF NO. 75 AND ABOUT
 CS1070'35 FEET SOUTHWEST OF THE CENTERLINE OF NO. 246.  THE STATION
 CS1070'IS ON THE BANQUETTE, ABOUT 6 FEET LOWER THAN NO. 75 AND ABOUT
 CS1070'8 FEET ABOVE NO. 246, AND IS ABOUT 25 FEET NORTH OF A POWER
 CS1070'POLE AND 60 FEET SOUTH OF A HACKBERRY TREE.  A STANDARD
 CS1070'DISK STAMPED HONEY 1947 IN A CONCRETE POST PROJECTING ABOUT
 CS1070'2 INCHES.
 CS1070'
 CS1070'REFERENCE MARK NO. 3 IS A BRONZE DISK SET IN THE VERTICAL
 CS1070'END OF A CULVERT UNDER NO. 75, WEST OF THE STATION.  THE
 CS1070'DISK HAS THE RAISED LETTERS, TEXAS HIGHWAY DEPARTMENT 1938
 CS1070'THE POINT OBSERVED IS A CENTER PUNCH HOLE BETWEEN STATE AND
 CS1070'DEPARTMENT.
 CS1070'
 CS1070'REFERENCE NO. 4 IS THE SAME AS NO. 3 AND IS NORTHWEST OF
 CS1070'THE STATION IN THE SOUTH END OF THE EAST RAIL OF THE CONCRETE
 CS1070'OVERPASS.
 CS1070
 CS1070                          STATION RECOVERY (1960)
 CS1070
 CS1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS1070'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 CS1070'MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK HAVE APPARENTLY
 CS1070'BEEN LOST DUE TO CONSTRUCTION AS THEY COULD NOT BE LOCATED.
 CS1070
 CS1070                          STATION RECOVERY (1968)
 CS1070
 CS1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CS1070'THE STATION MARK, REFERENCE MARK NO. 3 AND NO. 4 RECOVERED
 CS1070'IN GOOD CONDITION AS DESCRIBED IN THE 1958 RECOVERY NOTE
 CS1070'DESCRIPTION.  THE VERSON MFG. CO., WATER TANK 1947 WILL
 CS1070'SERVE AS THE AZIMUTH MARK FOR THE STATION.
 CS1070'
 CS1070'ADDITIONAL NOTES FOR FUTURE RECOVERY ARE AS FOLLOWS--THE
 CS1070'STATION IS 0.5 MILE NORTH ALONG U.S. HIGHWAY 75 FROM ITS
 CS1070'JUNCTION WITH LOOP 12.  AND IS NEAR THE EXIT OF OAK CLIFF
 CS1070'VIA ILLINOIS AVE AND CENTRAL EXPRESSWAY.
 CS1070'
 CS1070'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 CS1070'5 MILES SOUTHEAST OF DOWNTOWN DALLAS.
 CS1070
 CS1070                          STATION RECOVERY (2000)
 CS1070
 CS1070'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1070'RECOVERED IN GOOD CONDITION.
 CS1070
 CS1070                          STATION RECOVERY (2003)
 CS1070
 CS1070'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003
 CS1070'INTERSECTION HAS BEEN REDESIGNED. ALL MARKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2087 ***********************************************************************
 AY2087  DESIGNATION -  HONEY
 AY2087  PID         -  AY2087
 AY2087  STATE/COUNTY-  TX/UVALDE
 AY2087  USGS QUAD   -  LAKE CREEK (1971)
 AY2087
 AY2087                         *CURRENT SURVEY CONTROL
 AY2087  ___________________________________________________________________
 AY2087* NAD 83(1993)-  29 34 41.24881(N)    099 52 47.80617(W)     ADJUSTED  
 AY2087* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 AY2087  ___________________________________________________________________
 AY2087  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AY2087  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AY2087
 AY2087  HORZ ORDER  -  SECOND
 AY2087
 AY2087.The horizontal coordinates were established by classical geodetic methods
 AY2087.and adjusted by the National Geodetic Survey in February 1996..
 AY2087
 AY2087.The orthometric height was scaled from a topographic map.
 AY2087
 AY2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2087
 AY2087.The geoid height was determined by GEOID03.
 AY2087
 AY2087;                    North         East     Units Scale Factor Converg.
 AY2087;SPC TXSC     - 4,193,690.141   514,752.157   MT  0.99987222   -0 25 51.9
 AY2087;SPC TXSC     -13,758,798.40  1,688,816.04   sFT  0.99987222   -0 25 51.9
 AY2087;UTM  14      - 3,272,362.706   414,772.832   MT  0.99968962   -0 26 03.8
 AY2087
 AY2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2087!SPC TXSC     -   0.99990429  x   0.99987222  =   0.99977652
 AY2087!UTM  14      -   0.99990429  x   0.99968962  =   0.99959394
 AY2087
 AY2087|---------------------------------------------------------------------|
 AY2087| PID    Reference Object                     Distance      Geod. Az  |
 AY2087|                                                           dddmmss.s |
 AY2087| CV5208 HONEY RM 1                            8.353 METERS 09041     |
 AY2087| CV5207 HONEY AZ MK                                        1485926.1 |
 AY2087| CV5209 HONEY RM 2                            8.952 METERS 16839     |
 AY2087|---------------------------------------------------------------------|
 AY2087
 AY2087                          SUPERSEDED SURVEY CONTROL
 AY2087
 AY2087  NAD 83(1986)-  29 34 41.24764(N)    099 52 47.79134(W) AD(       ) 2
 AY2087  NAD 27      -  29 34 40.42200(N)    099 52 46.57300(W) AD(       ) 2
 AY2087
 AY2087.Superseded values are not recommended for survey control.
 AY2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2087.See file dsdata.txt to determine how the superseded data were derived.
 AY2087
 AY2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT1477372363(NAD 83)
 AY2087_MARKER: DS = TRIANGULATION STATION DISK
 AY2087_SETTING: 66 = SET IN ROCK OUTCROP
 AY2087_SP_SET: PARTIALLY EXPOSED BEDROCK
 AY2087
 AY2087  HISTORY     - Date     Condition        Report By
 AY2087  HISTORY     - 1944     MONUMENTED       CGS
 AY2087  HISTORY     - 1971     GOOD             USGS
 AY2087
 AY2087                          STATION DESCRIPTION
 AY2087
 AY2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2087'STATION IS LOCATED ABOUT 27 MILES, AIR LINE, NNW OF UVALDE,
 AY2087'14 MILES, AIR LINE, SW OF LEAKEY, ON A PROMINENT CEDAR-COVERED
 AY2087'HILL ON THE DIVIDE BETWEEN THE NUECES AND DRY FRIO RIVERS.
 AY2087'IT IS ON THE N SIDE OF THE HEADWATERS OF HONEY CREEK, ABOUT
 AY2087'5 MILES NW OF THE REAGAN WELLS STORE AND POST OFFICE.  IT
 AY2087'IS ON THE HIGHEST POINT OF A WOODED HILL AND 45 FEET SSE
 AY2087'OF A FENCE CORNER.
 AY2087'
 AY2087'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK THAT
 AY2087'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS STAMPED
 AY2087'HONEY 1944.
 AY2087'
 AY2087'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN
 AY2087'BEDROCK THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT
 AY2087'IS STAMPED HONEY NO 1 1944.
 AY2087'
 AY2087'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 AY2087'THAT PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.  IT IS STAMPED
 AY2087'HONEY NO 2 1944.
 AY2087'
 AY2087'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 AY2087'BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED HONEY 1944.
 AY2087'IT IS IN A SMALL CLEARING IN A SADDLE ON A N AND S RIDGE.
 AY2087'
 AY2087'TO REACH STATION FROM THE RAILROAD STATION IN UVALDE.  GO
 AY2087'N ON U.S. HIGHWAY 83 FOR 16.1 MILES TO A GRADED ROAD LEFT
 AY2087'AT THE S END OF A LONG CONCRETE BRIDGE.  TURN LEFT AND GO
 AY2087'N ON THE REAGAN WELLS ROAD FOR 8.9 MILES TO THE REAGAN WELLS
 AY2087'POST OFFICE.  CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO THE
 AY2087'SECOND BUMPER GATE.  PASS THROUGH GATE AND TAKE LEFT FORK
 AY2087'ACROSS RIVER FOR 0.2 MILE.  TAKE RIGHT FORK UP A SHORT STEEP
 AY2087'HILL AND PASS THROUGH A BOARD GATE.  CONTINUE ON MAIN TRACK
 AY2087'ROAD AROUND FIELD AND UP HONEY CREEK FOR 0.7 MILE TO A WIRE
 AY2087'GATE.  PASS THROUGH GATE AND CONTINUE ON MAIN ROAD FOR 0.6
 AY2087'MILE TO FORKS.  TAKE RIGHT FORK AND FOLLOW ROCKY ROAD
 AY2087'THROUGH CEDARS FOR 0.4 MILE TO A GATE.  PASS THROUGH GATE
 AY2087'AND CONTINUE W ON DIM TRACK ROAD FOR 0.6 MILE TO A FENCELINE.
 AY2087'FROM HERE PACK W THROUGH CEDARS TO A SADDLE IN N AND S
 AY2087'RIDGE AND AZIMUTH MARK.  TURN RIGHT ALONG RIDGE TO TOP,
 AY2087'THENCE LEFT AND GO W ALONG MAIN RIDGE FOR ABOUT 0.5
 AY2087'MILE TO TOP OF HILL AND STATION.
 AY2087'
 AY2087'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 AY2087
 AY2087                          STATION RECOVERY (1971)
 AY2087
 AY2087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GDF)
 AY2087'STATION MARK AND R.M. 2 O.K.  JCT. OF U.S. HWY. 83 AND RANCH
 AY2087'ROAD 1051, GO NORTH 8.3 MI. TO REAGAN WELLS BAPTIST CHURCH,
 AY2087'CONTINUE 0.3 MI., TURN LEFT FORDING RIVER 0.2 MI. TO GATE
 AY2087'AND FK., TAKE RIGHT 1.85 MI. TO RANCH YARD, PASS THROUGH
 AY2087'GATE NE. OF HOUSE, GO 0.15 MI. TAKE MIDDLE FORK 0.05 MI., TAKE
 AY2087'RIGHT 0.15 MI., TAKE RIGHT UP DRAW 0.3 MI. THROUGH GATE TAKE
 AY2087'LEFT 0.2 MI. TOP OF HILL, TAKE RIGHT 0.7 MI. TO END OF TRUCK
 AY2087'TRAVEL, CONTINUE NORTH TO RIDGE TOP, THENCE WEST TO HIGHEST
 AY2087'POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0735 ***********************************************************************
 BN0735  DESIGNATION -  HONEY
 BN0735  PID         -  BN0735
 BN0735  STATE/COUNTY-  TX/GILLESPIE
 BN0735  USGS QUAD   -  ROUNDHEAD (1967)
 BN0735
 BN0735                         *CURRENT SURVEY CONTROL
 BN0735  ___________________________________________________________________
 BN0735* NAD 83(1993)-  30 17 34.97589(N)    099 00 50.19953(W)     ADJUSTED  
 BN0735* NAVD 88     -       636.     (meters)    2087.     (feet)  SCALED    
 BN0735  ___________________________________________________________________
 BN0735  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 BN0735  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BN0735
 BN0735  HORZ ORDER  -  FIRST
 BN0735
 BN0735.The horizontal coordinates were established by classical geodetic methods
 BN0735.and adjusted by the National Geodetic Survey in February 1996..
 BN0735
 BN0735.The orthometric height was scaled from a topographic map.
 BN0735
 BN0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0735
 BN0735.The geoid height was determined by GEOID03.
 BN0735
 BN0735;                    North         East     Units Scale Factor Converg.
 BN0735;SPC TX C     - 3,070,191.535   826,918.888   MT  0.99995759   +0 40 46.4
 BN0735;SPC TX C     -10,072,786.73  2,712,983.05   sFT  0.99995759   +0 40 46.4
 BN0735;SPC TXSC     - 4,272,613.856   598,658.532   MT  1.00000282   -0 00 24.6
 BN0735;SPC TXSC     -14,017,733.96  1,964,098.87   sFT  1.00000282   -0 00 24.6
 BN0735;UTM  14      - 3,351,258.347   498,659.072   MT  0.99960002   -0 00 25.3
 BN0735
 BN0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0735!SPC TX C     -   0.99990357  x   0.99995759  =   0.99986116
 BN0735!SPC TXSC     -   0.99990357  x   1.00000282  =   0.99990639
 BN0735!UTM  14      -   0.99990357  x   0.99960002  =   0.99950363
 BN0735
 BN0735|---------------------------------------------------------------------|
 BN0735| PID    Reference Object                     Distance      Geod. Az  |
 BN0735|                                                           dddmmss.s |
 BN0735| CV5211 HONEY RM 1                           19.981 METERS 07928     |
 BN0735| CV5212 HONEY RM 2                           19.420 METERS 17220     |
 BN0735| BN0737 MANER                               APPROX.12.7 KM 2854507.5 |
 BN0735| CV5210 HONEY AZ MK                                        3353210.1 |
 BN0735|---------------------------------------------------------------------|
 BN0735
 BN0735                          SUPERSEDED SURVEY CONTROL
 BN0735
 BN0735  NAD 83(1986)-  30 17 34.98509(N)    099 00 50.18630(W) AD(       ) 1
 BN0735  NAD 27      -  30 17 34.26290(N)    099 00 49.02700(W) AD(       ) 1
 BN0735
 BN0735.Superseded values are not recommended for survey control.
 BN0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0735.See file dsdata.txt to determine how the superseded data were derived.
 BN0735
 BN0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9865951258(NAD 83)
 BN0735_MARKER: DS = TRIANGULATION STATION DISK
 BN0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0735
 BN0735  HISTORY     - Date     Condition        Report By
 BN0735  HISTORY     - 1956     MONUMENTED       CGS
 BN0735  HISTORY     - 19930812 GOOD             USPSQD
 BN0735
 BN0735                          STATION DESCRIPTION
 BN0735
 BN0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0735'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF CHERRY VALLEY,
 BN0735'ABOUT 9 MILES WEST OF FREDERICKSBURG, ABOUT 0.25 MILE SOUTH
 BN0735'OF U.S. HIGHWAY 290, ABOUT 200 FEET NORTH OF A POWER LINE,
 BN0735'180 FEET NORTHEAST OF A FENCE CORNER AND ON THE SUMMIT OF A
 BN0735'LOW, TIMBERED, HILL WHICH LIES ON THE CREST OF THE DIVIDE
 BN0735'BETWEEN DITTMAR AND HONEY CREEKS.
 BN0735'
 BN0735'TO REACH FROM THE POST OFFICE AT FREDERICKSBURG.  GO WESTERLY
 BN0735'ON U.S. HIGHWAY 290 FOR 6.9 MILES.  CROSS OVER A CONCRETE
 BN0735'BRIDGE AND CONTINUE WEST FOR 1.0 MILE.  (FROM THIS POINT
 BN0735'CONTINUE WESTERLY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 BN0735'RIGHT HAND SIDE OF THE ROAD) TURN LEFT, PASS THROUGH A WIRE
 BN0735'GATE, AND GO SOUTH, KEEPING TO THE EAST SIDE OF THE WIRE
 BN0735'FENCE, FOR 0.1 MILE.  BEAR TOWARD THE LEFT AND FOLLOW THE DIM
 BN0735'TRACK ROAD, SOUTHEAST, FOR 0.2 MILE TO THE HIGH GROUND AND
 BN0735'THE STATION.
 BN0735'
 BN0735'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 BN0735'AND THE DISK IS STAMPED HONEY 1956.
 BN0735'
 BN0735'REFERENCE MARK 1 PROJECTS 2 INCHES AND IS LOCATED ABOUT 2
 BN0735'FEET HIGHER THAN THE STATION.  THE DISK IS STAMPED HONEY
 BN0735'NO 1 1956.
 BN0735'
 BN0735'REFERENCE MARK 2 IS FLUSH WITH THE SURFACE OF THE GROUND
 BN0735'AND IS AT ABOUT THE SAME ELEVATION AS THE STATION.  THE DISK
 BN0735'IS STAMPED HONEY NO 2 1956.
 BN0735'
 BN0735'THE AZIMUTH MARK IS 46 FEET NORTH OF THE CENTERLINE OF U.S.
 BN0735'HIGHWAY 290, 2 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST
 BN0735'AND 1.5 FEET SOUTH OF A WIRE FENCE.  IT PROJECTS 3 INCHES
 BN0735'AND IS STAMPED HONEY 1956.
 BN0735'
 BN0735'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BN0735
 BN0735                          STATION RECOVERY (1993)
 BN0735
 BN0735'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1442 ***********************************************************************
 DM1442  DESIGNATION -  HONEY
 DM1442  PID         -  DM1442
 DM1442  STATE/COUNTY-  TX/FANNIN
 DM1442  USGS QUAD   -  HONEY GROVE (1984)
 DM1442
 DM1442                         *CURRENT SURVEY CONTROL
 DM1442  ___________________________________________________________________
 DM1442* NAD 83(1993)-  33 34 45.35997(N)    095 56 31.53663(W)     ADJUSTED  
 DM1442* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 DM1442  ___________________________________________________________________
 DM1442  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DM1442  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DM1442
 DM1442  HORZ ORDER  -  FIRST
 DM1442
 DM1442.The horizontal coordinates were established by classical geodetic methods
 DM1442.and adjusted by the National Geodetic Survey in February 1996..
 DM1442
 DM1442.The orthometric height was scaled from a topographic map.
 DM1442
 DM1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1442
 DM1442.The geoid height was determined by GEOID03.
 DM1442
 DM1442;                    North         East     Units Scale Factor Converg.
 DM1442;SPC TXNC     - 2,214,982.427   837,426.649   MT  0.99991491   +1 23 42.2
 DM1442;SPC TXNC     - 7,266,988.18  2,747,457.26   sFT  0.99991491   +1 23 42.2
 DM1442;UTM  15      - 3,719,387.317   226,924.931   MT  1.00051944   -1 37 41.7
 DM1442;UTM  14      - 3,719,699.017   783,828.349   MT  1.00059328   +1 41 32.7
 DM1442
 DM1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1442!SPC TXNC     -   0.99997133  x   0.99991491  =   0.99988624
 DM1442!UTM  15      -   0.99997133  x   1.00051944  =   1.00049075
 DM1442!UTM  14      -   0.99997133  x   1.00059328  =   1.00056459
 DM1442
 DM1442|---------------------------------------------------------------------|
 DM1442| PID    Reference Object                     Distance      Geod. Az  |
 DM1442|                                                           dddmmss.s |
 DM1442| CY2139 HONEY RM 1                           26.914 METERS 02731     |
 DM1442| DM1443 HONEY GROVE MUNICIPAL TANK          APPROX. 3.8 KM 0681412.2 |
 DM1442| CY2141 HONEY RM 3                           16.407 METERS 07251     |
 DM1442| CX9953 HONEY RM 4                           16.990 METERS 17842     |
 DM1442| DM1413 LADONIA MUNICIPAL TANK              APPROX.16.9 KM 1813145.9 |
 DM1442| DM1441 WINDOM MUNICIPAL TANK               APPROX. 5.5 KM 2532156.2 |
 DM1442| CY2138 HONEY AZ MK 2                                      2574422.8 |
 DM1442| CY2137 HONEY AZ MK                                        2584028.3 |
 DM1442| DN1052 DODD CITY MUNICIPAL TANK            APPROX.11.7 KM 2670257.7 |
 DM1442| CY2140 HONEY RM 2                           30.334 METERS 30118     |
 DM1442|---------------------------------------------------------------------|
 DM1442
 DM1442                          SUPERSEDED SURVEY CONTROL
 DM1442
 DM1442  NAD 83(1993)-  33 34 45.36118(N)    095 56 31.53531(W) AD(       ) 1
 DM1442  NAD 83(1986)-  33 34 45.36643(N)    095 56 31.52636(W) AD(       ) 1
 DM1442  NAD 27      -  33 34 44.99500(N)    095 56 30.64000(W) AD(       ) 1
 DM1442
 DM1442.Superseded values are not recommended for survey control.
 DM1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1442.See file dsdata.txt to determine how the superseded data were derived.
 DM1442
 DM1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT2692519387(NAD 83)
 DM1442_MARKER: DS = TRIANGULATION STATION DISK
 DM1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1442+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2002
 DM1442
 DM1442  HISTORY     - Date     Condition        Report By
 DM1442  HISTORY     - 1935     MONUMENTED       CGS
 DM1442  HISTORY     - 1955     GOOD             CGS
 DM1442  HISTORY     - 1957     GOOD             CGS
 DM1442  HISTORY     - 1957     GOOD             CGS
 DM1442  HISTORY     - 1964     GOOD             CGS
 DM1442  HISTORY     - 19940402 GOOD             USPSQD
 DM1442  HISTORY     - 20020901 GOOD             INDIV
 DM1442
 DM1442                          STATION DESCRIPTION
 DM1442
 DM1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1442'STATION IS ABOUT 13 MILES E OF BONHAM, ABOUT 2 MILES W OF HONEY
 DM1442'GROVE, ON LAND OWNED BY MRS. WILL BRATON OF HONEY GROVE, AND
 DM1442'OCCUPIED BY C.E. SMITH, ON THE W SIDE OF THE BARN LOT, 1 FOOT
 DM1442'W OF THE W BARN LOT FENCE, 25 FEET S OF THE NW CORNER POST OF
 DM1442'THE BARN-LOT FENCE, 29 FEET NW OF THE NW CORNER OF THE BARN, 150
 DM1442'FEET W OF THE W END OF MR. SMITHS HOUSE, 53 FEET S OF THE CENTER
 DM1442'LINE OF STATE HIGHWAY 5.  THE MARK IS FLUSH WITH THE SURFACE.
 DM1442'
 DM1442'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DM1442'BRONZE DISKS SET IN CONCRETE.
 DM1442'
 DM1442'REFERENCE MARK NO. 1 IS NE OF THE STATION, ON N SHOULDER OF
 DM1442'STATE HIGHWAY 5, 5 FEET N OF N EDGE OF CONCRETE SLAB, 50 FEET
 DM1442'W OF THE CENTER LINE OF A T-ROAD THAT LEADS N, 55 FEET NW
 DM1442'OF A HIGHWAY MARKER SIGN POST.  IT IS FLUSH WITH THE SURFACE.
 DM1442'
 DM1442'REFERENCE MARK NO. 2 IS NW OF THE STATION, ON N SHOULDER OF
 DM1442'STATE HIGHWAY 5, 6 FEET N OF EDGE OF CONCRETE SLAB, 98 FEET
 DM1442'E OF G.W. MC FARLANDS MAIL BOX, 128.60 FEET W OF REFERENCE
 DM1442'MARK NO. 1.  IT IS FLUSH WITH THE SURFACE.
 DM1442'
 DM1442'AZIMUTH MARK IS WSW OF THE STATION, ON N SHOULDER OF STATE
 DM1442'HIGHWAY 5, 3 FEET N OF N EDGE OF CONCRETE SLAB, 3 FEET S
 DM1442'OF EDGE OF THE SHOULDER, 15 FEET E OF A WOODEN BRIDGE ACROSS
 DM1442'THE N DITCH.  IT IS FLUSH WITH THE SURFACE.
 DM1442'
 DM1442'TO REACH FROM THE SW CORNER OF THE PUBLIC SQUARE IN HONEY GROVE,
 DM1442'GO W ON STATE HIGHWAY 5, 1.9 MILES TO MR. SMITHS HOUSE, AND
 DM1442'STATION ON S SIDE OF HIGHWAY.
 DM1442'
 DM1442'ALL LIGHTS COME INTO VIEW AT 25 FEET.
 DM1442'
 DM1442'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 DM1442
 DM1442                          STATION RECOVERY (1955)
 DM1442
 DM1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DM1442'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DM1442'THE AZIMUTH AND REFERENCE MARKS WERE DESTROYED SO A NEW AZIMUTH
 DM1442'MARK AND NEW REFERENCE MARKS HAVE BEEN ESTABLISHED AND ARE
 DM1442'DESCRIBED BELOW.  A COMPLETE DESCRIPTION FOLLLOWS--
 DM1442'
 DM1442'THE STATION IS LOCATED IN A FARM YARD ON THE SOUTH SIDE OF U.S.
 DM1442'HIGHWAY 82 ABOUT 2 MILES AIRLINE WEST OF HONEY GROVE AND 13
 DM1442'MILES AIRLINE EAST OF BONHAM.
 DM1442'
 DM1442'TO REACH THE STATION FROM THE POST OFFICE IN HONEY GROVE
 DM1442'GO WEST ON U.S. HIGHWAY 82 FOR 2.0 MILES TO A FARM YARD
 DM1442'AND THE STATION ON THE LEFT.
 DM1442'
 DM1442'THE STATION MARK IS A STANDARD DISK STAMPED HONEY 1935 SET
 DM1442'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 DM1442'ABOVE THE GROUND.  IT IS 9 FEET SOUTHEAST OF A FENCE CORNER,
 DM1442'9 FEET SOUTH OF A WITNESS POST, 29 FEET NORTHWEST OF THE
 DM1442'NORTHWEST CORNER OF A BARN, AND 54 FEET SOUTH OF THE CENTERLINE
 DM1442'OF THE HIGHWAY.
 DM1442'
 DM1442'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED HONEY NO 3
 DM1442'1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 DM1442'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 2 FEET WEST OF A
 DM1442'FENCE CORNER AND 1 FOOT LOWER THAN THE STATION.
 DM1442'
 DM1442'REFERENCE MARK NUMBER 4 IS A STANDARD DISK STAMPED HONEY NO
 DM1442'4 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 DM1442'IS FLUSH WITH THE GROUND.  IT IS THE SAME ELEVATION AS THE
 DM1442'STATION.
 DM1442'
 DM1442'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY
 DM1442'82 AND IS A STANDARD DISK STAMPED HONEY 1955 SET IN THE TOP
 DM1442'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 DM1442'ABOVE THE GROUND.  IT IS 2 FEET NORTH OF A TELEPHONE POLE,
 DM1442'19 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD,
 DM1442'AND 36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 DM1442'
 DM1442'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S.
 DM1442'HIGHWAY 82 FOR 0.5 MILE TO A SIDE ROAD AND THE AZIMUTH MARK
 DM1442'ON THE LEFT.
 DM1442'
 DM1442'HEIGHT OF TOWER--64 FEET
 DM1442
 DM1442                          STATION RECOVERY (1957)
 DM1442
 DM1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DM1442'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 DM1442'GOOD CONDITION.  THE 1955 RECOVERY NOTE IS ADEQUATE.
 DM1442
 DM1442                          STATION RECOVERY (1957)
 DM1442
 DM1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1442'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1442'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1442
 DM1442                          STATION RECOVERY (1964)
 DM1442
 DM1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RMB)
 DM1442'STATION, R.M. 3 AND 4, WERE RECOVERED IN GOOD CONDITION AS
 DM1442'DESCRIBED.
 DM1442
 DM1442                          STATION RECOVERY (1994)
 DM1442
 DM1442'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1442'RECOVERED IN GOOD CONDITION.
 DM1442
 DM1442                          STATION RECOVERY (2002)
 DM1442
 DM1442'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DM1442'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1076 ***********************************************************************
 CS1076  DESIGNATION -  HONEY AZ MK
 CS1076  PID         -  CS1076
 CS1076  STATE/COUNTY-  TX/DALLAS
 CS1076  USGS QUAD   -  HUTCHINS (1973)
 CS1076
 CS1076                         *CURRENT SURVEY CONTROL
 CS1076  ___________________________________________________________________
 CS1076* NAD 83(1986)-  32 42 20.     (N)    096 44 59.     (W)     SCALED    
 CS1076* NAVD 88     -       125.330  (meters)     411.19   (feet)  ADJUSTED  
 CS1076  ___________________________________________________________________
 CS1076  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS1076  DYNAMIC HT  -         125.187 (meters)     410.72  (feet)  COMP
 CS1076  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CS1076
 CS1076  VERT ORDER  -  FIRST     CLASS II
 CS1076
 CS1076.The horizontal coordinates were scaled from a topographic map and have
 CS1076.an estimated accuracy of +/- 6 seconds.
 CS1076
 CS1076.The orthometric height was determined by differential leveling
 CS1076.and adjusted by the National Geodetic Survey in June 1991..
 CS1076
 CS1076.The geoid height was determined by GEOID03.
 CS1076
 CS1076.The dynamic height is computed by dividing the NAVD 88
 CS1076.geopotential number by the normal gravity value computed on the
 CS1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1076.degrees latitude (g = 980.6199 gals.).
 CS1076
 CS1076.The modeled gravity was interpolated from observed gravity values.
 CS1076
 CS1076;                    North         East    Units  Estimated Accuracy
 CS1076;SPC TXNC     - 2,116,570.      764,090.      MT  (+/- 180 meters Scaled)
 CS1076
 CS1076                          SUPERSEDED SURVEY CONTROL
 CS1076
 CS1076  NGVD 29 (??/??/92)  125.343  (m)          411.23   (f) ADJ UNCH    1 2
 CS1076
 CS1076.Superseded values are not recommended for survey control.
 CS1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1076.See file dsdata.txt to determine how the superseded data were derived.
 CS1076
 CS1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB109208(NAD 83)
 CS1076_MARKER: DZ = AZIMUTH MARK DISK
 CS1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1076_STAMPING: HONEY 1947
 CS1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1076+STABILITY: SURFACE MOTION
 CS1076
 CS1076  HISTORY     - Date     Condition        Report By
 CS1076  HISTORY     - 1947     MONUMENTED       CGS
 CS1076  HISTORY     - 1986     GOOD             USPSQD
 CS1076
 CS1076                          STATION DESCRIPTION
 CS1076
 CS1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1076'IN DALLAS.
 CS1076'5.7 MILES SOUTHEAST OF THE DALLAS COUNTY COURTHOUSE, NEAR THE
 CS1076'INTERSECTION OF U.S. HIGHWAY 75 AND LEDBETTER DRIVE, 180 FEET WEST OF
 CS1076'THE CENTER LINE OF U.S. HIGHWAY 75, 42 FEET NORTH OF THE CENTER LINE
 CS1076'OF LEDBETTER DRIVE, 6 FEET EAST OF A POWER POLE, 3 FEET EAST OF A 4X4
 CS1076'MARKER POST, ON THE SOUTH EDGE OF A PLOWED FIELD.  A BRONZE AZIMUTH
 CS1076'MARK DISK SET IN THE TOP OF A CONCRETE POST.
 CS1076
 CS1076                          STATION RECOVERY (1986)
 CS1076
 CS1076'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 CS1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0546 ***********************************************************************
 DM0546  DESIGNATION -  HONEY GROVE
 DM0546  PID         -  DM0546
 DM0546  STATE/COUNTY-  TX/FANNIN
 DM0546  USGS QUAD   -  HONEY GROVE (1984)
 DM0546
 DM0546                         *CURRENT SURVEY CONTROL
 DM0546  ___________________________________________________________________
 DM0546* NAD 83(1986)-  33 34 54.     (N)    095 54 34.     (W)     SCALED    
 DM0546* NAVD 88     -       197.629  (meters)     648.39   (feet)  ADJUSTED  
 DM0546  ___________________________________________________________________
 DM0546  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DM0546  DYNAMIC HT  -         197.419 (meters)     647.70  (feet)  COMP
 DM0546  MODELED GRAV-     979,566.2   (mgal)                       NAVD 88
 DM0546
 DM0546  VERT ORDER  -  SECOND    CLASS 0
 DM0546
 DM0546.The horizontal coordinates were scaled from a topographic map and have
 DM0546.an estimated accuracy of +/- 6 seconds.
 DM0546
 DM0546.The orthometric height was determined by differential leveling
 DM0546.and adjusted by the National Geodetic Survey in June 1991..
 DM0546
 DM0546.The geoid height was determined by GEOID03.
 DM0546
 DM0546.The dynamic height is computed by dividing the NAVD 88
 DM0546.geopotential number by the normal gravity value computed on the
 DM0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0546.degrees latitude (g = 980.6199 gals.).
 DM0546
 DM0546.The modeled gravity was interpolated from observed gravity values.
 DM0546
 DM0546;                    North         East    Units  Estimated Accuracy
 DM0546;SPC TXNC     - 2,215,320.      840,450.      MT  (+/- 180 meters Scaled)
 DM0546
 DM0546                          SUPERSEDED SURVEY CONTROL
 DM0546
 DM0546  NGVD 29 (??/??/92)  197.614  (m)          648.34   (f) ADJ UNCH    2 0
 DM0546
 DM0546.Superseded values are not recommended for survey control.
 DM0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0546.See file dsdata.txt to determine how the superseded data were derived.
 DM0546
 DM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT299195(NAD 83)
 DM0546_MARKER: DB = BENCH MARK DISK
 DM0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0546_STAMPING: HONEY GROVE 1934
 DM0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0546+STABILITY: SURFACE MOTION
 DM0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM0546+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2003
 DM0546
 DM0546  HISTORY     - Date     Condition        Report By
 DM0546  HISTORY     - 1934     MONUMENTED       CGS
 DM0546  HISTORY     - 1944     GOOD             NGS
 DM0546  HISTORY     - 1977     MARK NOT FOUND   USGS
 DM0546  HISTORY     - 19940402 MARK NOT FOUND   USPSQD
 DM0546  HISTORY     - 20030126 GOOD             INDIV
 DM0546
 DM0546                          STATION DESCRIPTION
 DM0546
 DM0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0546'IN HONEY GROVE.
 DM0546'IN THE NE CORNER OF THE CITY PARK.  33 FEET N OF THE CENTER OF STATE
 DM0546'HIGHWAY NO. 5 (W. MARKET STREET).  62 FEET W OF THE CENTER OF PINER
 DM0546'STREET.
 DM0546
 DM0546                          STATION RECOVERY (1944)
 DM0546
 DM0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 DM0546'RECOVERED IN GOOD CONDITION.
 DM0546
 DM0546                          STATION RECOVERY (1977)
 DM0546
 DM0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DM0546'MARK NOT FOUND.
 DM0546
 DM0546                          STATION RECOVERY (1994)
 DM0546
 DM0546'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0546'MARK NOT FOUND.
 DM0546
 DM0546                          STATION RECOVERY (2003)
 DM0546
 DM0546'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SIM)
 DM0546'RECOVERED IN GOOD CONDITION.
 DM0546' 
 DM0546'THE 1934 CGS (MONUMENTED) SURVEY INDICATED THE BENCHMARK DISK WAS
 DM0546'LOCATED AT THE NORTH-EAST CORNER OF THE CITY PARK, WHEN IN FACT IT IS
 DM0546'LOCATED NEAR THE SOUTH-EAST CORNER OF CROCKETT PARK.
 DM0546' 
 DM0546'AVERAGED THE LOCATION AND THE CORRECTED GPS COORDINATES ARE ( N 33
 DM0546'34.927  /  W 095 54.965 )
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1443 ***********************************************************************
 DM1443  DESIGNATION -  HONEY GROVE MUNICIPAL TANK
 DM1443  PID         -  DM1443
 DM1443  STATE/COUNTY-  TX/FANNIN
 DM1443  USGS QUAD   -  HONEY GROVE (1984)
 DM1443
 DM1443                         *CURRENT SURVEY CONTROL
 DM1443  ___________________________________________________________________
 DM1443* NAD 83(1993)-  33 35 30.50380(N)    095 54 16.35969(W)     ADJUSTED  
 DM1443* NAVD 88     -                                                        
 DM1443  ___________________________________________________________________
 DM1443  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DM1443  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DM1443
 DM1443  HORZ ORDER  -  THIRD
 DM1443
 DM1443.The horizontal coordinates were established by classical geodetic methods
 DM1443.and adjusted by the National Geodetic Survey in February 1996..
 DM1443
 DM1443
 DM1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1443
 DM1443.The geoid height was determined by GEOID03.
 DM1443
 DM1443;                    North         East     Units Scale Factor Converg.
 DM1443;SPC TXNC     - 2,216,458.240   840,876.926   MT  0.99991695   +1 24 56.0
 DM1443;SPC TXNC     - 7,271,830.08  2,758,777.05   sFT  0.99991695   +1 24 56.0
 DM1443;UTM  15      - 3,720,679.857   230,450.332   MT  1.00049584   -1 36 28.7
 DM1443
 DM1443                          SUPERSEDED SURVEY CONTROL
 DM1443
 DM1443  NAD 83(1993)-  33 35 30.50497(N)    095 54 16.35876(W) AD(       ) 4
 DM1443  NAD 83(1986)-  33 35 30.51042(N)    095 54 16.34980(W) AD(       ) 4
 DM1443  NAD 27      -  33 35 30.14400(N)    095 54 15.46000(W) AD(       ) 3
 DM1443
 DM1443.Superseded values are not recommended for survey control.
 DM1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1443.See file dsdata.txt to determine how the superseded data were derived.
 DM1443
 DM1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT3045020680(NAD 83)
 DM1443_MARKER: 53 = ELEVATED TANK
 DM1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1443+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2003
 DM1443
 DM1443  HISTORY     - Date     Condition        Report By
 DM1443  HISTORY     - 1935     FIRST OBSERVED   CGS
 DM1443  HISTORY     - 1955     GOOD             CGS
 DM1443  HISTORY     - 1957     GOOD             CGS
 DM1443  HISTORY     - 19940402 GOOD             USPSQD
 DM1443  HISTORY     - 20030126 GOOD             INDIV
 DM1443
 DM1443                          STATION DESCRIPTION
 DM1443
 DM1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1443'STATION IS THE GEOMETRIC CENTER OF THE HONEY GROVE MUNICIPAL
 DM1443'TANK.  IT IS SILVER-PAINTED, FLAT-TOPPED, AND HAS A HEMISPHERICAL
 DM1443'BOTTOM THAT HAS A RADIUS OF APPROXIMATELY 12 FEET.  THERE IS A
 DM1443'PICKET FENCE AROUND THE TOP OF THE TANK THAT IS ABOUT 3 FEET
 DM1443'IN HEIGHT.  THE LETTERS SR 34 ARE PAINTED ON THE BOTTOM SECTION
 DM1443'ON THE S SIDE OF THE TANK.  THE TANK IS APPROXIMATELY 25
 DM1443'FEET IN DIAMETER.  ITS BASE IS ABOUT 90 FEET ABOVE THE GROUND,
 DM1443'AND ITS TOP IS ABOUT 120 FEET ABOVE THE GROUND.  IT IS SITUATED
 DM1443'ON A SLIGHT RIDGE IN THE NORTHERN EDGE OF THE TOWN, ABOUT
 DM1443'150 FEET W OF A ROAD WHICH IS AN EXTENSION OF NORTH TWELFTH
 DM1443'STREET.
 DM1443
 DM1443                          STATION RECOVERY (1955)
 DM1443
 DM1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DM1443'THE TANK IS LOCATED IN THE NORTH PART OF HONEY GROVE, ON A
 DM1443'SMALL HILL.
 DM1443'
 DM1443'THE TANK IS A STEEL CONSTRUCTED TANK SUPPORTED BY A FOUR
 DM1443'LEGGED STEEL STRUCTURE AND IS PAINTED SILVER.  IT IS ABOUT
 DM1443'90 FEET HIGH.  THE CENTER OF THE TOP OF TANK WAS INTERSECTED.
 DM1443
 DM1443                          STATION RECOVERY (1957)
 DM1443
 DM1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1443'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DM1443'
 DM1443'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1443
 DM1443                          STATION RECOVERY (1994)
 DM1443
 DM1443'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM1443'RECOVERED IN GOOD CONDITION.
 DM1443
 DM1443                          STATION RECOVERY (2003)
 DM1443
 DM1443'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SIM)
 DM1443'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1935 CGS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2105 ***********************************************************************
 BL2105  DESIGNATION -  HONEY ISLAND TALL STACK
 BL2105  PID         -  BL2105
 BL2105  STATE/COUNTY-  TX/HARDIN
 BL2105  USGS QUAD   -  VILLAGE MILLS (1984)
 BL2105
 BL2105                         *CURRENT SURVEY CONTROL
 BL2105  ___________________________________________________________________
 BL2105* NAD 83(1993)-  30 23 50.60909(N)    094 26 32.84005(W)     ADJUSTED  
 BL2105* NAVD 88     -                                                        
 BL2105  ___________________________________________________________________
 BL2105  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BL2105  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL2105
 BL2105  HORZ ORDER  -  THIRD
 BL2105
 BL2105.The horizontal coordinates were established by classical geodetic methods
 BL2105.and adjusted by the National Geodetic Survey in February 1996..
 BL2105
 BL2105
 BL2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2105
 BL2105.The geoid height was determined by GEOID03.
 BL2105
 BL2105;                    North         East     Units Scale Factor Converg.
 BL2105;SPC TX C     - 3,095,990.479 1,265,810.377   MT  0.99993691   +3 02 02.9
 BL2105;SPC TX C     -10,157,428.76  4,152,912.88   sFT  0.99993691   +3 02 02.9
 BL2105;UTM  15      - 3,363,703.600   361,428.938   MT  0.99983689   -0 43 48.0
 BL2105
 BL2105                          SUPERSEDED SURVEY CONTROL
 BL2105
 BL2105  NAD 83(1993)-  30 23 50.62028(N)    094 26 32.83315(W) AD(       ) 4
 BL2105  NAD 83(1986)-  30 23 50.62659(N)    094 26 32.82663(W) AD(       ) 4
 BL2105  NAD 27      -  30 23 49.88000(N)    094 26 32.12000(W) AD(       ) 3
 BL2105
 BL2105.Superseded values are not recommended for survey control.
 BL2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2105.See file dsdata.txt to determine how the superseded data were derived.
 BL2105
 BL2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6142963704(NAD 83)
 BL2105_MARKER: 63 = STACK
 BL2105
 BL2105  HISTORY     - Date     Condition        Report By
 BL2105  HISTORY     - 1931     FIRST OBSERVED   CGS
 BL2105  HISTORY     - 19990131 MARK NOT FOUND   USPSQD
 BL2105
 BL2105                          STATION DESCRIPTION
 BL2105
 BL2105'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2107 ***********************************************************************
 BL2107  DESIGNATION -  HONEY ISLAND WATER TANK
 BL2107  PID         -  BL2107
 BL2107  STATE/COUNTY-  TX/HARDIN
 BL2107  USGS QUAD   -  VILLAGE MILLS (1984)
 BL2107
 BL2107                         *CURRENT SURVEY CONTROL
 BL2107  ___________________________________________________________________
 BL2107* NAD 83(1993)-  30 23 50.80663(N)    094 26 38.28144(W)     ADJUSTED  
 BL2107* NAVD 88     -                                                        
 BL2107  ___________________________________________________________________
 BL2107  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BL2107  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL2107
 BL2107  HORZ ORDER  -  THIRD
 BL2107
 BL2107.The horizontal coordinates were established by classical geodetic methods
 BL2107.and adjusted by the National Geodetic Survey in February 1996..
 BL2107
 BL2107
 BL2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2107
 BL2107.The geoid height was determined by GEOID03.
 BL2107
 BL2107;                    North         East     Units Scale Factor Converg.
 BL2107;SPC TX C     - 3,095,988.866 1,265,665.014   MT  0.99993690   +3 02 00.1
 BL2107;SPC TX C     -10,157,423.47  4,152,435.97   sFT  0.99993690   +3 02 00.1
 BL2107;UTM  15      - 3,363,711.533   361,283.796   MT  0.99983739   -0 43 50.7
 BL2107
 BL2107                          SUPERSEDED SURVEY CONTROL
 BL2107
 BL2107  NAD 83(1993)-  30 23 50.81784(N)    094 26 38.27458(W) AD(       ) 4
 BL2107  NAD 83(1986)-  30 23 50.82412(N)    094 26 38.26800(W) AD(       ) 4
 BL2107  NAD 27      -  30 23 50.08000(N)    094 26 37.56000(W) AD(       ) 3
 BL2107
 BL2107.Superseded values are not recommended for survey control.
 BL2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2107.See file dsdata.txt to determine how the superseded data were derived.
 BL2107
 BL2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6128463712(NAD 83)
 BL2107_MARKER: 51 = TANK
 BL2107
 BL2107  HISTORY     - Date     Condition        Report By
 BL2107  HISTORY     - 1931     FIRST OBSERVED   CGS
 BL2107  HISTORY     - 19980131 MARK NOT FOUND   USPSQD
 BL2107
 BL2107                          STATION DESCRIPTION
 BL2107
 BL2107'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0729 ***********************************************************************
 AI0729  DESIGNATION -  HONEY RESET
 AI0729  PID         -  AI0729
 AI0729  STATE/COUNTY-  TX/DALLAS
 AI0729  USGS QUAD   -  OAK CLIFF (1981)
 AI0729
 AI0729                         *CURRENT SURVEY CONTROL
 AI0729  ___________________________________________________________________
 AI0729* NAD 83(1993)-  32 42 39.97856(N)    096 45 07.83898(W)     ADJUSTED  
 AI0729* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 AI0729  ___________________________________________________________________
 AI0729  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 AI0729  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AI0729
 AI0729  HORZ ORDER  -  SECOND
 AI0729
 AI0729.The horizontal coordinates were established by classical geodetic methods
 AI0729.and adjusted by the National Geodetic Survey in February 1996..
 AI0729
 AI0729.The orthometric height was scaled from a topographic map.
 AI0729
 AI0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0729
 AI0729.The geoid height was determined by GEOID03.
 AI0729
 AI0729;                    North         East     Units Scale Factor Converg.
 AI0729;SPC TXNC     - 2,117,180.779   763,844.314   MT  0.99989017   +0 57 11.7
 AI0729;SPC TXNC     - 6,946,117.27  2,506,045.89   sFT  0.99989017   +0 57 11.7
 AI0729;UTM  14      - 3,621,494.862   710,686.518   MT  1.00014738   +1 12 54.6
 AI0729
 AI0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0729!SPC TXNC     -   0.99998436  x   0.99989017  =   0.99987453
 AI0729!UTM  14      -   0.99998436  x   1.00014738  =   1.00013174
 AI0729
 AI0729|---------------------------------------------------------------------|
 AI0729| PID    Reference Object                     Distance      Geod. Az  |
 AI0729|                                                           dddmmss.s |
 AI0729| CS2797 SOUTHWEST PRODUCTS CO TANK          371.719 METERS 01513     |
 AI0729| CS1072 HONEY RM 2                           40.703 METERS 07258     |
 AI0729| CS2789 VERSON MANUFACTURING CO TANK        APPROX. 0.7 KM 1471705.1 |
 AI0729| CS1076 HONEY AZ MK                                        1585201.0 |
 AI0729| CX9954 HONEY RM 3                            9.449 METERS 26425     |
 AI0729| CS2798 JAFFEE COTTON PRODUCTS CO TANK      APPROX. 1.0 KM 3052017.5 |
 AI0729| CX9955 HONEY RM 4                           39.975 METERS 31249     |
 AI0729| CS1071 HONEY RM 1                           59.905 METERS 33633     |
 AI0729|---------------------------------------------------------------------|
 AI0729
 AI0729                          SUPERSEDED SURVEY CONTROL
 AI0729
 AI0729  NAD 83(1986)-  32 42 39.98516(N)    096 45 07.82112(W) AD(       ) 2
 AI0729
 AI0729.Superseded values are not recommended for survey control.
 AI0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0729.See file dsdata.txt to determine how the superseded data were derived.
 AI0729
 AI0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1068721495(NAD 83)
 AI0729_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AI0729_STAMPING: HONEY 1958 1982
 AI0729_MARK LOGO: NGS   
 AI0729_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0729+STABILITY: SURFACE MOTION
 AI0729
 AI0729  HISTORY     - Date     Condition        Report By
 AI0729  HISTORY     - 1985     MONUMENTED       NGS
 AI0729  HISTORY     - 1986     GOOD             USPSQD
 AI0729
 AI0729                          STATION DESCRIPTION
 AI0729
 AI0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 AI0729'THE STATION WAS FOUND WITH A NEW SURFACE DISK AND TWO NEW REFERENCE
 AI0729'MARKS SET BY THE STATE.  THE AZIMUTH MARK WAS NOT FOUND.  IT WAS
 AI0729'LOCATED AT THE JUNCTION ON LOOP 12 AS REPORTED IN 1958 BUT ROAD
 AI0729'CONSTRUCTION HAS PROBABLY TORN IT OUT.  NO PLACE SUITABLE FOR A NEW
 AI0729'AZIMUTH COULD BE FOUND.  THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY
 AI0729'OF U.S HIGHWAY 75 IN A GRASSY AREA BETWEEN THE SOUTH AND NORTH BOUND
 AI0729'LANES AT A POINT WHERE ILLINOIS AVENUE BEARS TO THE WEST.  IT IS ABOUT
 AI0729'8.0 KM (4.95 MI) SOUTH OF DALLAS AND 8.0 KM (4.95 MI) NORTH OF
 AI0729'HUTCHINS.  TO REACH FROM THE JUNCTION OF U.S HIGHWAY 75 AND LOOP 12,
 AI0729'GO NORTH ON U.S HIGHWAY 75 FOR 0.64 KM (0.40 MI) TO THE STATION ON THE
 AI0729'LEFT.  ALL OF THE MARKS ARE STANDARD DISKS OF THE NATIONAL GEODETIC
 AI0729'SURVEY SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE
 AI0729'GROUND.  STATION MARK, STAMPED---HONEY 1958 1985---, IS 18.59 METERS
 AI0729'(60.99 FT) NORTHEAST OF THE NORTH BOUND LANE, 18.29 METERS (60.01 FT)
 AI0729'SOUTH OF A 12-INCH TREE, 7.92 METERS (25.98 FT) NORTHEAST OF A POWER
 AI0729'POLE AND 0.61 METERS (2.00 FT) SOUTH OF A WITNESS POST, REFERENCE MARK
 AI0729'3, STAMPED---HONEY NO 3 1982---, IS 16.76 METERS (54.99 FT) NORTHEAST
 AI0729'OF THE CENTER OF THE SOUTH BOUND LANE, 6.80 METERS (22.31 FT)
 AI0729'SOUTHWEST OF THE WITNESS POST AND 1.83 METERS (6.00 FT) NORTHWEST OF A
 AI0729'POWER POLE.  REFERENCE MARK 4, STAMPED---HONEY NO 4 1982---, IS 16.76
 AI0729'METERS (54.99 FT) NORTHEAST OF THE SOUTH BOUND LANE OF THE HIGHWAY,
 AI0729'6.40 METERS (21.00 FT) NORTHWEST OF THE WITNESS POST AND 3.66 METERS
 AI0729'(12.01 FT) EAST OF A CULVERT.
 AI0729
 AI0729                          STATION RECOVERY (1986)
 AI0729
 AI0729'RECOVERY NOTE BY US POWER SQUADRON 1986 (JCM)
 AI0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1071 ***********************************************************************
 CS1071  DESIGNATION -  HONEY RM 1
 CS1071  PID         -  CS1071
 CS1071  STATE/COUNTY-  TX/DALLAS
 CS1071  USGS QUAD   -  OAK CLIFF (1981)
 CS1071
 CS1071                         *CURRENT SURVEY CONTROL
 CS1071  ___________________________________________________________________
 CS1071* NAD 83(1986)-  32 42 39.     (N)    096 45 07.     (W)     SCALED    
 CS1071* NAVD 88     -       127.059  (meters)     416.86   (feet)  ADJUSTED  
 CS1071  ___________________________________________________________________
 CS1071  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CS1071  DYNAMIC HT  -         126.914 (meters)     416.38  (feet)  COMP
 CS1071  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 CS1071
 CS1071  VERT ORDER  -  FIRST     CLASS II
 CS1071
 CS1071.The horizontal coordinates were scaled from a topographic map and have
 CS1071.an estimated accuracy of +/- 6 seconds.
 CS1071
 CS1071.The orthometric height was determined by differential leveling
 CS1071.and adjusted by the National Geodetic Survey in June 1991..
 CS1071
 CS1071.The geoid height was determined by GEOID03.
 CS1071
 CS1071.The dynamic height is computed by dividing the NAVD 88
 CS1071.geopotential number by the normal gravity value computed on the
 CS1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1071.degrees latitude (g = 980.6199 gals.).
 CS1071
 CS1071.The modeled gravity was interpolated from observed gravity values.
 CS1071
 CS1071;                    North         East    Units  Estimated Accuracy
 CS1071;SPC TXNC     - 2,117,150.      763,870.      MT  (+/- 180 meters Scaled)
 CS1071
 CS1071                          SUPERSEDED SURVEY CONTROL
 CS1071
 CS1071  NGVD 29 (??/??/92)  127.071  (m)          416.90   (f) ADJ UNCH    1 2
 CS1071
 CS1071.Superseded values are not recommended for survey control.
 CS1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1071.See file dsdata.txt to determine how the superseded data were derived.
 CS1071
 CS1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB107214(NAD 83)
 CS1071_MARKER: DR = REFERENCE MARK DISK
 CS1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1071_STAMPING: HONEY NO 1 1947
 CS1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1071+STABILITY: SURFACE MOTION
 CS1071
 CS1071  HISTORY     - Date     Condition        Report By
 CS1071  HISTORY     - 1947     MONUMENTED       CGS
 CS1071  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1071
 CS1071                          STATION DESCRIPTION
 CS1071
 CS1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1071'IN DALLAS.
 CS1071'ABOUT 5.3 MILES SOUTHEAST OF THE DALLAS COUNTY COURTHOUSE, NEAR THE
 CS1071'HIGHWAY UNDERPASS AT THE INTERSECTION OF STATE HIGHWAY 246 AND U.S.
 CS1071'HIGHWAY 75, 72 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 75, 42
 CS1071'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 246.  A BRONZE
 CS1071'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 CS1071'INCHES ABOVE THE GROUND.
 CS1071
 CS1071                          STATION RECOVERY (2000)
 CS1071
 CS1071'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1072 ***********************************************************************
 CS1072  DESIGNATION -  HONEY RM 2
 CS1072  PID         -  CS1072
 CS1072  STATE/COUNTY-  TX/DALLAS
 CS1072  USGS QUAD   -  OAK CLIFF (1981)
 CS1072
 CS1072                         *CURRENT SURVEY CONTROL
 CS1072  ___________________________________________________________________
 CS1072* NAD 83(1986)-  32 42 39.     (N)    096 45 07.     (W)     SCALED    
 CS1072* NAVD 88     -       126.616  (meters)     415.41   (feet)  ADJUSTED  
 CS1072  ___________________________________________________________________
 CS1072  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CS1072  DYNAMIC HT  -         126.471 (meters)     414.93  (feet)  COMP
 CS1072  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 CS1072
 CS1072  VERT ORDER  -  FIRST     CLASS II
 CS1072
 CS1072.The horizontal coordinates were scaled from a topographic map and have
 CS1072.an estimated accuracy of +/- 6 seconds.
 CS1072
 CS1072.The orthometric height was determined by differential leveling
 CS1072.and adjusted by the National Geodetic Survey in June 1991..
 CS1072
 CS1072.The geoid height was determined by GEOID03.
 CS1072
 CS1072.The dynamic height is computed by dividing the NAVD 88
 CS1072.geopotential number by the normal gravity value computed on the
 CS1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1072.degrees latitude (g = 980.6199 gals.).
 CS1072
 CS1072.The modeled gravity was interpolated from observed gravity values.
 CS1072
 CS1072;                    North         East    Units  Estimated Accuracy
 CS1072;SPC TXNC     - 2,117,150.      763,870.      MT  (+/- 180 meters Scaled)
 CS1072
 CS1072                          SUPERSEDED SURVEY CONTROL
 CS1072
 CS1072  NGVD 29 (??/??/92)  126.628  (m)          415.45   (f) ADJ UNCH    1 2
 CS1072
 CS1072.Superseded values are not recommended for survey control.
 CS1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1072.See file dsdata.txt to determine how the superseded data were derived.
 CS1072
 CS1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB107214(NAD 83)
 CS1072_MARKER: DR = REFERENCE MARK DISK
 CS1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1072_STAMPING: HONEY NO 2 1947
 CS1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1072+STABILITY: SURFACE MOTION
 CS1072
 CS1072  HISTORY     - Date     Condition        Report By
 CS1072  HISTORY     - 1947     MONUMENTED       CGS
 CS1072  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1072
 CS1072                          STATION DESCRIPTION
 CS1072
 CS1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1072'IN DALLAS.
 CS1072'ABOUT 5.3 MILES SOUTHEAST OF THE DALLAS COUNTY COURTHOUSE, NEAR THE
 CS1072'UNDERPASS AT THE INTERSECTION OF STATE HIGHWAY 246 AND U.S. HIGHWAY
 CS1072'75, 213 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE UNDERPASS, 171
 CS1072'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 75.  A BRONZE REFERENCE
 CS1072'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES
 CS1072'ABOVE THE GROUND.
 CS1072
 CS1072                          STATION RECOVERY (2000)
 CS1072
 CS1072'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0833 ***********************************************************************
 DO0833  DESIGNATION -  HONS
 DO0833  PID         -  DO0833
 DO0833  STATE/COUNTY-  TX/BAYLOR
 DO0833  USGS QUAD   -  SOUTHEAST LAKE KEMP (1966)
 DO0833
 DO0833                         *CURRENT SURVEY CONTROL
 DO0833  ___________________________________________________________________
 DO0833* NAD 83(1993)-  33 41 06.47699(N)    099 09 58.18927(W)     ADJUSTED  
 DO0833* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 DO0833  ___________________________________________________________________
 DO0833  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 DO0833  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DO0833
 DO0833  HORZ ORDER  -  FIRST
 DO0833
 DO0833.The horizontal coordinates were established by classical geodetic methods
 DO0833.and adjusted by the National Geodetic Survey in February 1996..
 DO0833
 DO0833.The orthometric height was scaled from a topographic map.
 DO0833
 DO0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0833
 DO0833.The geoid height was determined by GEOID03.
 DO0833
 DO0833;                    North         East     Units Scale Factor Converg.
 DO0833;SPC TXNC     - 2,224,028.919   538,234.984   MT  0.99993361   -0 21 48.0
 DO0833;SPC TXNC     - 7,296,668.21  1,765,859.28   sFT  0.99993361   -0 21 48.0
 DO0833;UTM  14      - 3,727,257.373   484,598.751   MT  0.99960292   -0 05 31.8
 DO0833
 DO0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0833!SPC TXNC     -   0.99994102  x   0.99993361  =   0.99987464
 DO0833!UTM  14      -   0.99994102  x   0.99960292  =   0.99954397
 DO0833
 DO0833|---------------------------------------------------------------------|
 DO0833| PID    Reference Object                     Distance      Geod. Az  |
 DO0833|                                                           dddmmss.s |
 DO0833| CX8329 HONS RM 1                            64.749 METERS 01622     |
 DO0833| CX8330 HONS RM 2                            61.414 METERS 08527     |
 DO0833| CX8328 HONS AZ MK                                         1742310.6 |
 DO0833| DO0836 SEYMOUR MUNICIPAL TANK              APPROX.12.8 KM 2175947.0 |
 DO0833| DO0835 SEYMOUR COURTHOUSE DOME             APPROX.14.0 KM 2190424.2 |
 DO0833| DO0837 SEYMOUR SCHOOL CUPOLA               APPROX.13.3 KM 2200832.4 |
 DO0833|---------------------------------------------------------------------|
 DO0833
 DO0833                          SUPERSEDED SURVEY CONTROL
 DO0833
 DO0833  NAD 83(1993)-  33 41 06.47764(N)    099 09 58.19000(W) AD(       ) 1
 DO0833  NAD 83(1986)-  33 41 06.48457(N)    099 09 58.18033(W) AD(       ) 1
 DO0833  NAD 27      -  33 41 06.15200(N)    099 09 56.92200(W) AD(       ) 1
 DO0833
 DO0833.Superseded values are not recommended for survey control.
 DO0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0833.See file dsdata.txt to determine how the superseded data were derived.
 DO0833
 DO0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC8459927257(NAD 83)
 DO0833_MARKER: DS = TRIANGULATION STATION DISK
 DO0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0833
 DO0833  HISTORY     - Date     Condition        Report By
 DO0833  HISTORY     - 1935     MONUMENTED       CGS
 DO0833  HISTORY     - 1935     GOOD             CGS
 DO0833  HISTORY     - 1937     SEE DESCRIPTION  TXHD
 DO0833  HISTORY     - 1940     GOOD             TXGS
 DO0833  HISTORY     - 1957     GOOD             CGS
 DO0833  HISTORY     - 1963     MARK NOT FOUND   CGS
 DO0833  HISTORY     - 1964     GOOD             CGS
 DO0833  HISTORY     - 1964     MARK NOT FOUND   USDA
 DO0833
 DO0833                          STATION DESCRIPTION
 DO0833
 DO0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0833'STATION IS LOCATED ON THE LAND OF MR. L.J. LAUDECKE, IN THE SE
 DO0833'1/4 OF SECTION 21, 2 MILES NW OF MAYBELLE POST OFFICE AND
 DO0833'8-1/2 MILES NE OF SEYMOUR.  STATION IS LOCATED 80 FEET S OF
 DO0833'SW CORNER OF HONS HOUSE, 21 FEET NE OF INTERSECTIONS OF EW AND
 DO0833'NS FENCES, 18 FEET E OF N-S FENCE LINE.  MARK IS 12 INCHES
 DO0833'UNDERGROUND.
 DO0833'
 DO0833'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN THE
 DO0833'TOPS OF CONCRETE CYLINDERS.
 DO0833'
 DO0833'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS SET IN BLOCKS
 DO0833'OF CONCRETE.
 DO0833'
 DO0833'REFERENCE MARK NO. 1 IS N OF STATION, IN E-W FENCE LINE.
 DO0833'
 DO0833'REFERENCE MARK NO. 2 IS E OF STATION, IN N-S FENCE LINE.
 DO0833'
 DO0833'AZIMUTH MARK IS SET IN NS FENCE LINE.
 DO0833'
 DO0833'TO REACH FROM STATION GO S 0.35 MILE, CROSS ROAD AND GO
 DO0833'THROUGH GATE AND FOLLOW FENCE 0.15 MILE TO MARK IN FENCE LINE.
 DO0833'
 DO0833'TO REACH STATION FROM JUNCTIONS OF U.S. HIGHWAY 283 AND STATE
 DO0833'HIGHWAY 30, 10 MILES NE OF SEYMOUR, GO W ON STATE HIGHWAY 30,
 DO0833'FOR 0.25 MILE, TURN RIGHT AT CROSSROADS FOR 0.8 MILE, THEN TURN
 DO0833'LEFT AT BARRICADE FOR 1.25 MILES.  THEN TURN RIGHT THROUGH
 DO0833'FIELD LEADING TO HOUSE FOR 0.35 MILE, TO HOME OF G.C. HONS
 DO0833'AND STATION.
 DO0833'
 DO0833'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DO0833
 DO0833                          STATION RECOVERY (1935)
 DO0833
 DO0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0833'STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 DO0833'MARK IS 8 INCHES UNDERGROUND.  DIRECTIONS TO MARKS WERE NOT
 DO0833'REOBSERVED.
 DO0833
 DO0833                          STATION RECOVERY (1937)
 DO0833
 DO0833'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0833'HONS REFERENCE MARK NO. 2 RECOVERED AS DESCRIBED AND IN GOOD
 DO0833'CONDITION.  STATION BURIED.  NO ATTEMPT MADE TO LOCATE REFERENCE
 DO0833'MARK NO. 1 AND AZIMUTH.
 DO0833
 DO0833                          STATION RECOVERY (1940)
 DO0833
 DO0833'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DO0833'RECOVERED AS DESCRIBED.
 DO0833
 DO0833                          STATION RECOVERY (1957)
 DO0833
 DO0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 DO0833'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 DO0833'THE HOUSE NEAR THE STATION IS DESERTED.  THE STATION MARK WAS
 DO0833'RECOVERED ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 DO0833'FOLLOWING IS A NEW DESCRIPTION TO REACH--
 DO0833'
 DO0833'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 82, 183, 277 AND
 DO0833'283, ABOUT 10 MILES NORTHEAST OF SEYMOUR, GO NORTH ON U.S.
 DO0833'HIGHWAY 183 AND 283 FOR 0.8 MILE TO A SIDE ROAD LEFT, TURN LEFT
 DO0833'AND GO WEST FOR 1.55 MILES TO A WIRE GATE ON THE RIGHT, TURN
 DO0833'RIGHT THROUGH WIRE GATE AND GO NORTH FOR ABOUT 0.35 MILE TO
 DO0833'DESERTED FARM BUILDINGS AND STATION TO SOUTH-SOUTHEAST OF
 DO0833'DESERTED HOUSE.
 DO0833
 DO0833                          STATION RECOVERY (1963)
 DO0833
 DO0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JHH)
 DO0833'STATION AND REFERENCE MARK NO. 1 ARE ASSUMED TO BE DESTROYED.
 DO0833'THE FIELD IS NOW PLOWED.  REFERENCE MARK NO. 2 IS IN PLACE BUT
 DO0833'HAS BEEN SLIGHTLY TWISTED WHERE THE ARROW IS NOT POINTING IN THE
 DO0833'RIGHT DIRECTION.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 DO0833'ARE CORRECT EXCEPT THAT T-30 SHOULD BE CHANGED TO U.S. 82.
 DO0833
 DO0833                          STATION RECOVERY (1964)
 DO0833
 DO0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 DO0833'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 DO0833'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DO0833'
 DO0833'DUE TO CHANGING THE ROADS AND FENCES AT THE STATION SITE,
 DO0833'THE FOLLOWING MEASUREMENTS WERE MADE FOR FUTURE RECOVERY OF THE
 DO0833'MARKS.
 DO0833'
 DO0833'THE STATION MARK, A STANDARD DISK STAMPED HONS 1935, IS SET
 DO0833'IN A 12 IN X 12 IN CONCRETE POST WHICH IS 12 INCHES BELOW
 DO0833'THE SURFACE OF THE GROUND.  IT IS 255 FEET SOUTHWEST OF THE WEST
 DO0833'GATE POST OF THE FENCE WHICH DIVIDES THE CULTIVATED AREA FROM
 DO0833'PASTURE LAND, 222 FEET SOUTH OF THE EAST-WEST FENCE LINE
 DO0833'(MEASURED FROM A METAL WITNESS POST IN FENCE LINE), 117
 DO0833'FEET SOUTH OF THE CENTER OF AN OLD CISTERN, AND 82 FEET SOUTH
 DO0833'OF THE SOUTHEAST CORNER OF OLD ABANDON HOUSE.
 DO0833'
 DO0833'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HONS NO 1 1935,
 DO0833'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS FLUSH WITH
 DO0833'THE SURFACE OF THE GROUND.  IT IS 189 FEET WEST OF THE WEST
 DO0833'GATE POST, AND 7 FEET SOUTH OF THE METAL WITNESS POST.
 DO0833'
 DO0833'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HONS NO 2 1935,
 DO0833'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 1
 DO0833'INCH.  IT IS 102 FEET SOUTH OF THE EAST-WEST FENCE LINE, AND AT
 DO0833'THE WEST EDGE OF A FIELD ROAD.
 DO0833'
 DO0833'AZIMUTH MARK, A STANDARD DISK STAMPED HONS 1935, IS SET IN A
 DO0833'12 IN X 12 IN CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 DO0833'OF THE GROUND.  IT IS ABOUT 300 YARDS SOUTH OF THE MAIN ROAD,
 DO0833'ABOUT 200 YARDS WEST OF A DRIVEWAY LEADING TO A FARM HOUSE,
 DO0833'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND A METAL WITNESS
 DO0833'POST.
 DO0833'
 DO0833'TO REACH THE STATION FROM THE COURTHOUSE IN SEYMOUR, GO NORTHEAST
 DO0833'ON U.S. HIGHWAY 277 FOR 9.7 MILES TO THE JUNCTION OF FARM ROAD
 DO0833'1790 AND U.S. HIGHWAYS 82 AND 183.  TURN LEFT, GO NORTHWEST
 DO0833'ON THE HIGHWAYS FOR 0.75 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 DO0833'LEFT, GO 0.3 MILE TO A SIDE ROAD ON THE LEFT.  KEEP STRAIGHT
 DO0833'AHEAD, WEST, AND GO 1.2 MILE TO A LOCKED GATE AT A FIELD
 DO0833'ENTRANCE ON THE RIGHT.  (THE AZIMUTH MARK IS ABOUT 300 YARDS
 DO0833'SOUTH OF THE LOCKED GATE.) PASS THROUGH THE GATE AND
 DO0833'FOLLOW THE FIELD ROAD NORTH FOR 0.35 MILE TO THE ABANDONED
 DO0833'HOUSE AND THE STATION.
 DO0833
 DO0833                          STATION RECOVERY (1964)
 DO0833
 DO0833'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1964 (CLH)
 DO0833'RECOVERED BY USDA-ASCS COLLEGE STA TX
 DO0833'
 DO0833'STATION AND R.M. 1 WERE NOT RECOVERED.  THIS AREA HAS BEEN
 DO0833'CULTIVATED.  EW FENCE LINE WAS REMOVED.  DIRECTIONS FROM OLD
 DO0833'HOUSE AND ARROW AND DISTANCE ON R.M. 2, DO NOT CORRESPOND.
 DO0833'ALL POSSIBILITIES WERE CHECKED WITH PROBING BAR.  SMALL CHUNKS
 DO0833'OF CONCRETE WERE FOUND IN THE VICINITY.  STATION COULD HAVE
 DO0833'BEEN DESTROYED.
 DO0833'
 DO0833'R.M. 2 WAS LOCATED ABOVE GROUND IN GOOD CONDITION, ON SIDE OF
 DO0833'FIELD RD.  AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS
 DO0833'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1300 ***********************************************************************
 DN1300  DESIGNATION -  HOOD
 DN1300  PID         -  DN1300
 DN1300  STATE/COUNTY-  TX/COOKE
 DN1300  USGS QUAD   -  HOOD (1976)
 DN1300
 DN1300                         *CURRENT SURVEY CONTROL
 DN1300  ___________________________________________________________________
 DN1300* NAD 83(1993)-  33 33 49.37699(N)    097 19 51.32916(W)     ADJUSTED  
 DN1300* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 DN1300  ___________________________________________________________________
 DN1300  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DN1300  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 DN1300
 DN1300  HORZ ORDER  -  THIRD
 DN1300
 DN1300.The horizontal coordinates were established by classical geodetic methods
 DN1300.and adjusted by the National Geodetic Survey in February 1996..
 DN1300
 DN1300.The orthometric height was scaled from a topographic map.
 DN1300
 DN1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1300
 DN1300.The geoid height was determined by GEOID03.
 DN1300
 DN1300;                    North         East     Units Scale Factor Converg.
 DN1300;SPC TXNC     - 2,210,971.077   708,542.046   MT  0.99991245   +0 38 15.4
 DN1300;SPC TXNC     - 7,253,827.61  2,324,608.36   sFT  0.99991245   +0 38 15.4
 DN1300;UTM  14      - 3,715,031.167   654,927.589   MT  0.99989592   +0 55 22.6
 DN1300
 DN1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1300!SPC TXNC     -   0.99995410  x   0.99991245  =   0.99986655
 DN1300!UTM  14      -   0.99995410  x   0.99989592  =   0.99985002
 DN1300
 DN1300:                Primary Azimuth Mark                     Grid Az
 DN1300:SPC TXNC     -  HOOD AZ MK                               002 02 28.6
 DN1300:UTM  14      -  HOOD AZ MK                               001 45 21.4
 DN1300
 DN1300|---------------------------------------------------------------------|
 DN1300| PID    Reference Object                     Distance      Geod. Az  |
 DN1300|                                                           dddmmss.s |
 DN1300| CX9956 HOOD AZ MK                                         0024044.0 |
 DN1300| CX9957 HOOD RM 1                             6.269 METERS 06823     |
 DN1300| CX9958 HOOD RM 2                            23.164 METERS 16631     |
 DN1300| DN1298 MUENSTER MUNICIPAL TANK             APPROX.10.5 KM 3370558.3 |
 DN1300| DN1304 MUENSTER CATHOLIC CHURCH SPIRE      APPROX.10.9 KM 3373427.1 |
 DN1300|---------------------------------------------------------------------|
 DN1300
 DN1300                          SUPERSEDED SURVEY CONTROL
 DN1300
 DN1300  NAD 83(1993)-  33 33 49.37743(N)    097 19 51.32562(W) AD(       ) 3
 DN1300  NAD 83(1986)-  33 33 49.38269(N)    097 19 51.31660(W) AD(       ) 3
 DN1300  NAD 27      -  33 33 48.99050(N)    097 19 50.25020(W) AD(       ) 3
 DN1300
 DN1300.Superseded values are not recommended for survey control.
 DN1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1300.See file dsdata.txt to determine how the superseded data were derived.
 DN1300
 DN1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC5492815031(NAD 83)
 DN1300_MARKER: DS = TRIANGULATION STATION DISK
 DN1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1300
 DN1300  HISTORY     - Date     Condition        Report By
 DN1300  HISTORY     - 1955     MONUMENTED       CGS
 DN1300  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN1300
 DN1300                          STATION DESCRIPTION
 DN1300
 DN1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1300'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF GAINSVILLE,
 DN1300'ABOUT 2 MILES NORTHEAST OF THE SETTLEMENT OF HOOD, IN THE
 DN1300'SOUTHEAST CORNER OF A CULTIVATED FIELD, 56 FEET NORTHEAST
 DN1300'OF THE NORTHEAST CORNER OF A HOUSE, 41 FEET WEST OF THE CENTER
 DN1300'OF A GRAVELED ROAD, 36 FEET NORTHWEST OF A MAIL BOX AND
 DN1300'29 FEET EAST OF THE NORTHEAST CORNER OF A YARD FENCE.  IT
 DN1300'IS SET FLUSH AND IS STAMPED HOOD 1955.
 DN1300'
 DN1300'REFERENCE MARK NO. 1 IS 30.5 FEET NORTH NORTHWEST OF THE
 DN1300'MAIL BOX AND 25 FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 DN1300'IT IS SET FLUSH AND IS STAMPED HOOD NO 1 1955.
 DN1300'
 DN1300'REFERENCE MARK NO. 2 IS 23 FEET WEST OF THE CENTER OF THE
 DN1300'GRAVELED ROAD, 10 FEET NORTH NORTHWEST OF A TELEPHONE POLE
 DN1300'AND 1 FOOT EAST OF A FENCE CORNER.  IT IS SET FLUSH AND IS
 DN1300'STAMPED HOOD NO 2 1955.
 DN1300'
 DN1300'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 81.50 FEET.
 DN1300'
 DN1300'THE AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF A GRAVELED
 DN1300'ROAD, 2 FEET SOUTHEAST OF A HIGH LINE POLE WITH A TRANSFORMER
 DN1300'ON IT AND 1 FOOT SOUTH OF A WITNESS POST.  IT PROJECTS 4
 DN1300'INCHES AND IS STAMPED HOOD 1955.
 DN1300'
 DN1300'TO REACH THE STATION FROM THE GAINSVILLE POST OFFICE GO
 DN1300'WEST ON BUSINESS ROUTE U.S. HIGHWAY 77 AND U.S. HIGHWAY 82
 DN1300'FOR 0.35 MILE TO THE JUNCTION WITH FARM ROAD 51.  GO SOUTHWEST
 DN1300'ON FARM ROAD 51 FOR 3.1 MILES TO THE JUNCTION WITH FARM ROAD
 DN1300'1630 AND A SIGN HOOD 11, TURN RIGHT AND FOLLOW MACADAM FARM
 DN1300'ROAD 1630 WEST FOR 7.5 MILES TO A Y FORK, JUST BEFORE REACHING
 DN1300'THE END OF THE PAVEMENT, TAKE RIGHT FORK AND FOLLOW GRAVELED
 DN1300'ROAD WEST FOR 1.75 MILES TO A CROSSROAD.  TURN LEFT AND GO
 DN1300'SOUTH FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DN1300'SOUTH ON THE GRAVELED ROAD FOR 0.4 MILE TO THE STATION AND
 DN1300'REFERENCE MARKS ON THE RIGHT AS DESCRIBED.
 DN1300
 DN1300                          STATION RECOVERY (1995)
 DN1300
 DN1300'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5272 ***********************************************************************
 AH5272  DESIGNATION -  HOOD CO COURTHOUSE SEC
 AH5272  PID         -  AH5272
 AH5272  STATE/COUNTY-  TX/HOOD
 AH5272  USGS QUAD   -  GRANBURY (1979)
 AH5272
 AH5272                         *CURRENT SURVEY CONTROL
 AH5272  ___________________________________________________________________
 AH5272* NAD 83(1993)-  32 26 33.65293(N)    097 47 13.43345(W)     ADJUSTED  
 AH5272* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 AH5272  ___________________________________________________________________
 AH5272  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AH5272  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AH5272
 AH5272  HORZ ORDER  -  THIRD
 AH5272
 AH5272.The horizontal coordinates were established by classical geodetic methods
 AH5272.and adjusted by the National Geodetic Survey in July 1998..
 AH5272
 AH5272.The orthometric height was scaled from a topographic map.
 AH5272
 AH5272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5272
 AH5272.The geoid height was determined by GEOID03.
 AH5272
 AH5272;                    North         East     Units Scale Factor Converg.
 AH5272;SPC TXNC     - 2,086,280.614   667,036.504   MT  0.99992870   +0 23 19.8
 AH5272;SPC TXNC     - 6,844,738.98  2,188,435.60   sFT  0.99992870   +0 23 19.8
 AH5272;UTM  14      - 3,590,152.789   614,017.979   MT  0.99976031   +0 39 02.7
 AH5272
 AH5272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5272!SPC TXNC     -   0.99997020  x   0.99992870  =   0.99989890
 AH5272!UTM  14      -   0.99997020  x   0.99976031  =   0.99973052
 AH5272
 AH5272                          SUPERSEDED SURVEY CONTROL
 AH5272
 AH5272.No superseded survey control is available for this station.
 AH5272
 AH5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA1401890153(NAD 83)
 AH5272_MARKER: 86 = CUPOLA
 AH5272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5272+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AH5272
 AH5272  HISTORY     - Date     Condition        Report By
 AH5272  HISTORY     - 1959     FIRST OBSERVED   USGS
 AH5272  HISTORY     - 20041023 GOOD             USPSQD
 AH5272
 AH5272                          STATION DESCRIPTION
 AH5272
 AH5272'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5272'HOOD COUNTY COURTHOUSE, GRANBURY, TEXAS.  IN GRANBURY IN CENTER OF THE
 AH5272'SQUARE, THE COURTHOUSE CUPOLA.  POINT SIGHTED ON WAS A STAR ON AND IN
 AH5272'CENTER OF THE CUPOLA TOP, AN INTERSECTED STATION.
 AH5272
 AH5272                          STATION RECOVERY (2004)
 AH5272
 AH5272'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 AH5272'DISCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1049 ***********************************************************************
 GK1049  DESIGNATION -  HOODOO
 GK1049  PID         -  GK1049
 GK1049  STATE/COUNTY-  TX/OCHILTREE
 GK1049  USGS QUAD   -  SOURDOUGH CREEK NE (1973)
 GK1049
 GK1049                         *CURRENT SURVEY CONTROL
 GK1049  ___________________________________________________________________
 GK1049* NAD 83(1993)-  36 09 31.15957(N)    100 45 17.76849(W)     ADJUSTED  
 GK1049* NAVD 88     -       905.     (meters)    2969.     (feet)  SCALED    
 GK1049  ___________________________________________________________________
 GK1049  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 GK1049  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 GK1049
 GK1049  HORZ ORDER  -  FIRST
 GK1049
 GK1049.The horizontal coordinates were established by classical geodetic methods
 GK1049.and adjusted by the National Geodetic Survey in February 1996..
 GK1049
 GK1049.The orthometric height was scaled from a topographic map.
 GK1049
 GK1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1049
 GK1049.The geoid height was determined by GEOID03.
 GK1049
 GK1049;                    North         East     Units Scale Factor Converg.
 GK1049;SPC TX N     - 1,239,735.185   267,041.916   MT  0.99999434   +0 25 54.4
 GK1049;SPC TX N     - 4,067,364.52    876,120.02   sFT  0.99999434   +0 25 54.4
 GK1049;UTM  14      - 4,002,972.565   342,141.672   MT  0.99990705   -1 02 08.4
 GK1049
 GK1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1049!SPC TX N     -   0.99986225  x   0.99999434  =   0.99985659
 GK1049!UTM  14      -   0.99986225  x   0.99990705  =   0.99976931
 GK1049
 GK1049|---------------------------------------------------------------------|
 GK1049| PID    Reference Object                     Distance      Geod. Az  |
 GK1049|                                                           dddmmss.s |
 GK1049| CK9898 HOODOO RM 1                          23.565 METERS 00853     |
 GK1049| CK9897 HOODOO AZ MK                                       2685732.7 |
 GK1049| CK9899 HOODOO RM 2                          26.787 METERS 27001     |
 GK1049|---------------------------------------------------------------------|
 GK1049
 GK1049                          SUPERSEDED SURVEY CONTROL
 GK1049
 GK1049  NAD 83(1993)-  36 09 31.15988(N)    100 45 17.76837(W) AD(       ) 1
 GK1049  NAD 83(1986)-  36 09 31.16595(N)    100 45 17.75643(W) AD(       ) 1
 GK1049  NAD 27      -  36 09 31.03500(N)    100 45 16.23000(W) AD(       ) 1
 GK1049
 GK1049.Superseded values are not recommended for survey control.
 GK1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1049.See file dsdata.txt to determine how the superseded data were derived.
 GK1049
 GK1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4214202973(NAD 83)
 GK1049_MARKER: DS = TRIANGULATION STATION DISK
 GK1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1049
 GK1049  HISTORY     - Date     Condition        Report By
 GK1049  HISTORY     - 1952     MONUMENTED       CGS
 GK1049
 GK1049                          STATION DESCRIPTION
 GK1049
 GK1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1049'STATION IS LOCATED, AIRLINE, ABOUT 16.5 MILES SOUTH SOUTHEAST
 GK1049'OF PERRYTON, 4.0 MILES EAST NORTHEAST OF BULER, 7.5 MILES
 GK1049'SOUTHWEST OF WOLFCREEK PARK, IN A FENCE LINE DIVIDING CULTIVATED
 GK1049'FIELDS AND GRAZING LAND LEASED BY MR. J.D. WRIGHT.
 GK1049'
 GK1049'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 GK1049'83 AND STATE HIGHWAY 117 AT THE NORTH EDGE OF PERRYTON, GO
 GK1049'SOUTH ON U.S. HIGHWAY 83 FOR 16.6 MILES TO A T ROAD RIGHT AT
 GK1049'A SIGN SPEARMAN.  TURN RIGHT, WEST, ON A GRAVELED ROAD, AND
 GK1049'GO 1.5 MILES TO A CATTLE GUARD ON THE LEFT.  TURN LEFT THROUGH
 GK1049'CATTLE GUARD AND GO SOUTH SOUTHWEST ON A TRACK ROAD FOR
 GK1049'2.0 MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD, TURN RIGHT,
 GK1049'WEST, AND GO ALONG THE SOUTH SIDE OF THE FENCE LINE FOR 1.0
 GK1049'MILE TO A NORTH-SOUTH FENCE JUNCTION.  PASS THROUGH A WIRE
 GK1049'GATE, CONTINUE WEST ALONG THE FENCE LINE FOR 0.45 MILE TO
 GK1049'A T FENCE CORNER AND THE STATION IN THE FENCE LINE.
 GK1049'
 GK1049'STATION MARK, STAMPED HOODOO 1952, IS A STANDARD DISK SET
 GK1049'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GK1049'PROJECTING 3 INCHES.  IT IS IN THE EAST-WEST FENCE LINE, 12
 GK1049'FEET WEST OF THE FENCE CORNER.
 GK1049'
 GK1049'REFERENCE MARK NUMBER 1, STAMPED HOODOO NO 1 1952, IS A STANDARD
 GK1049'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK1049'DIAMETER, PROJECTING 2 INCHES AND AT THE SAME ELEVATION AS THE
 GK1049'STATION.  IT IS 12 INCHES WEST OF THE NORTH-SOUTH FENCE LINE.
 GK1049'
 GK1049'REFERENCE MARK NUMBER 2, STAMPED HOODOO NO 2 1952, IS A
 GK1049'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES
 GK1049'IN DIAMETER, PROJECTING 3 INCHES AND AT THE SAME ELEVATION
 GK1049'AS THE STATION.  IT IS IN THE EAST-WEST FENCE LINE.
 GK1049'
 GK1049'AZIMUTH MARK, STAMPED HOODOO 1952, IS A STANDARD DISK SET IN
 GK1049'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER THAT
 GK1049'PROJECTS 1 INCH.  TO REACH FROM THE STATION, GO WEST ALONG
 GK1049'THE SOUTH SIDE OF THE FENCE LINE FOR 0.6 MILE TO THE AZIMUTH
 GK1049'MARK.  IT IS IN THE NORTH-SOUTH FENCE LINE, 15 FEET NORTH OF A
 GK1049'WIRE GATE AND 3 FEET SOUTH OF A WIRE GATE.
 GK1049'
 GK1049'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1626 ***********************************************************************
 FL1626  DESIGNATION -  HOOK
 FL1626  PID         -  FL1626
 FL1626  STATE/COUNTY-  TX/HUTCHINSON
 FL1626  USGS QUAD   -  SKELLYTOWN NE (1971)
 FL1626
 FL1626                         *CURRENT SURVEY CONTROL
 FL1626  ___________________________________________________________________
 FL1626* NAD 83(1993)-  35 43 33.75109(N)    101 05 57.57214(W)     ADJUSTED  
 FL1626* NAVD 88     -       948.     (meters)    3110.     (feet)  SCALED    
 FL1626  ___________________________________________________________________
 FL1626  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FL1626  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FL1626
 FL1626  HORZ ORDER  -  SECOND
 FL1626
 FL1626.The horizontal coordinates were established by classical geodetic methods
 FL1626.and adjusted by the National Geodetic Survey in February 1996..
 FL1626
 FL1626.The orthometric height was scaled from a topographic map.
 FL1626
 FL1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1626
 FL1626.The geoid height was determined by GEOID03.
 FL1626
 FL1626;                    North         East     Units Scale Factor Converg.
 FL1626;SPC TX N     - 1,191,556.277   236,248.009   MT  0.99992529   +0 13 55.9
 FL1626;SPC TX N     - 3,909,297.55    775,090.34   sFT  0.99992529   +0 13 55.9
 FL1626;UTM  14      - 3,955,594.855   310,126.906   MT  1.00004427   -1 13 34.3
 FL1626
 FL1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1626!SPC TX N     -   0.99985540  x   0.99992529  =   0.99978070
 FL1626!UTM  14      -   0.99985540  x   1.00004427  =   0.99989966
 FL1626
 FL1626|---------------------------------------------------------------------|
 FL1626| PID    Reference Object                     Distance      Geod. Az  |
 FL1626|                                                           dddmmss.s |
 FL1626| CJ7500 HOOK RM 1                             9.885 METERS 10437     |
 FL1626| CJ7501 HOOK RM 2                             7.617 METERS 19021     |
 FL1626| CJ7499 HOOK AZ MK                                         3120826.2 |
 FL1626|---------------------------------------------------------------------|
 FL1626
 FL1626                          SUPERSEDED SURVEY CONTROL
 FL1626
 FL1626  NAD 83(1993)-  35 43 33.75188(N)    101 05 57.57089(W) AD(       ) 2
 FL1626  NAD 83(1986)-  35 43 33.75774(N)    101 05 57.56095(W) AD(       ) 2
 FL1626  NAD 27      -  35 43 33.60600(N)    101 05 56.00600(W) AD(       ) 2
 FL1626
 FL1626.Superseded values are not recommended for survey control.
 FL1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1626.See file dsdata.txt to determine how the superseded data were derived.
 FL1626
 FL1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE1012755595(NAD 83)
 FL1626_MARKER: DS = TRIANGULATION STATION DISK
 FL1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1626
 FL1626  HISTORY     - Date     Condition        Report By
 FL1626  HISTORY     - 1951     MONUMENTED       CGS
 FL1626  HISTORY     - 1951     GOOD             CGS
 FL1626
 FL1626                          STATION DESCRIPTION
 FL1626
 FL1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1626'LOCATED ABOUT 17 MILES EAST BY NORTH OF BORGER AND 11 MILES NORTH
 FL1626'BY EAST OF SKELLYTOWN, ON THE NORTH ONE OF TWO GRASSY KNOLLS.
 FL1626'
 FL1626'REACHED FROM BORGER BY GOING EAST SOUTHEAST ON TEXAS HIGHWAY 152
 FL1626'FOR 13.5 MILES TO A FIVE WAY INTERSECTION OF ROADS ABOUT 0.75
 FL1626'MILE, AIRLINE, WEST OF SKELLYTOWN.  THENCE LEAVE 152, TURN
 FL1626'LEFT ON PAVED COUNTY ROAD AND GO NORTH FOR 9.7 MILES (PAVED
 FL1626'ROAD CHANGES TO GRADED DIRT ROAD), TO CROSS ROADS AT LARGE
 FL1626'GAS MAIN VALVE ON RIGHT.  HERE TURN RIGHT AND FOLLOW GRADED DIRT
 FL1626'ROAD EASTERLY FOR 4.2 MILES TO RANCH HOUSE ON WHITE DEER
 FL1626'CREEK.  PASS THROUGH RANCH YARD AND CONTINUE EASTERLY ON MAIN
 FL1626'TRAVELED ROAD FOR 1.5 MILES TO A GATE ON CREST OF RIDGE.
 FL1626'PASS THROUGH THE GATE AND CONTINUE EASTERLY FOR ABOUT 100
 FL1626'YARDS, THEN TURN RIGHT AND GO SOUTHEAST AND THENCE
 FL1626'SOUTH-SOUTHWEST FOR 0.5 MILE TO A FENCE CORNER.  AT FENCE
 FL1626'CORNER TURN LEFT AND GO SOUTH ALONG THE LEFT SIDE OF THE
 FL1626'FENCE FOR 0.25 MILE TO A SMALL BENCH JUST AFTER CROSSING A
 FL1626'GRASSY DRAW.  THENCE LEAVE TRUCK AND HIKE WESTERLY FOR
 FL1626'ABOUT 100 YARDS TO THE TOP OF THE NORTH ONE OF TWO GRASSY KNOLLS
 FL1626'AND STATION.
 FL1626'
 FL1626'STATION IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 FL1626'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  THE UNDERGROUND
 FL1626'MARK IS 3.0 FEET BELOW THE GROUND.
 FL1626'
 FL1626'REFERENCE MARK NUMBER ONE IS A STANDARD DISK SET IN THE TOP OF
 FL1626'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND
 FL1626'AND IS ABOUT 20 FT. EAST OF THE STATION.
 FL1626'
 FL1626'REFERENCE MARK NUMBER TWO IS A STANDARD DISK SET IN THE TOP OF
 FL1626'A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS
 FL1626'ABOUT 25 FT. SOUTH OF THE STATION.
 FL1626'
 FL1626'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 FL1626'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS 0.75 MILE
 FL1626'WEST OF THE STATION AND 0.9 MILE EAST OF THE ABOVE MENTIONED RANCH
 FL1626'ON WHITE DEER CREEK, ON THE TOP OF A SMALL SANDY KNOLL ALONG THE
 FL1626'SOUTH SIDE OF THE ROAD LEADING EAST FROM THE RANCH.
 FL1626'
 FL1626'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FL1626
 FL1626                          STATION RECOVERY (1951)
 FL1626
 FL1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1626'THE STATION IS LOCATED ON THE NORTH ONE OF TWO GRASSY KNOLLS,
 FL1626'16 MILES NORTHWEST OF PAMPA, 0.1 MILE WEST OF A FENCE LINE, AND
 FL1626'6 FEET SOUTHWEST OF A WITNESS POST.
 FL1626'
 FL1626'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 152 AND
 FL1626'70 AT THE WEST EDGE OF PAMPA, GO WEST ON STATE ROUTE 152 FOR
 FL1626'1.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A DIRT ROAD
 FL1626'FOR 14.3 MILES TO THE HAYHOOK RANCH HEADQUARTERS ON THE RIGHT.
 FL1626'CONTINUE NORTH FOR 1.0 MILE TO A GATE ON THE LEFT, PASS THROUGH
 FL1626'THE GATE AND GO WEST FOR 4.1 MILES TO A WINDMILL AND WATER
 FL1626'TANKS ON THE RIGHT SIDE OF THE ROAD, CONTINUE WEST ON MAIN ROAD
 FL1626'FOR 1.1 MILES TO A GATE.  (FROM THE GATE GO WEST FOR 0.7 MILE
 FL1626'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.) FROM THE GATE
 FL1626'GO SOUTHEAST AND FOLLOW THE RIDGE AROUND A GULLY AND THEN
 FL1626'ALONG FENCE LINE FOR 0.8 MILE, THEN THROUGH THE FENCE AND TO
 FL1626'THE TOP OF THE HILL AND THE STATION.
 FL1626'
 FL1626'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 FL1626'POSTS.
 FL1626'
 FL1626'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED HOOK
 FL1626'1951.
 FL1626'
 FL1626'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION
 FL1626'MARK.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED HOOK
 FL1626'NO 1 1951.
 FL1626'
 FL1626'REFERENCE MARK NO. 2 IS 1 FOOT LOWER THAN THE STATION MARK.
 FL1626'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED HOOK NO
 FL1626'2 1951.
 FL1626'
 FL1626'THE AZIMUTH MARK IS 0.7 MILE WEST OF A GATE, 100 FEET SOUTH OF
 FL1626'A TRACK ROAD, AND ON A SMALL SANDY KNOLL.  THE MARK IS FLUSH WITH
 FL1626'THE GROUND, AND THE DISK IS STAMPED HOOK 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1981 ***********************************************************************
 BL1981  DESIGNATION -  HOOKPORT
 BL1981  PID         -  BL1981
 BL1981  STATE/COUNTY-  TX/HARRIS
 BL1981  USGS QUAD   -  TOMBALL (1979)
 BL1981
 BL1981                         *CURRENT SURVEY CONTROL
 BL1981  ___________________________________________________________________
 BL1981* NAD 83(1993)-  30 03 50.79906(N)    095 33 09.46861(W)     ADJUSTED  
 BL1981* NAVD 88     -        45.802  (meters)     150.27   (feet)  ADJUSTED  
 BL1981  ___________________________________________________________________
 BL1981  X           -    -534,571.775 (meters)                     COMP
 BL1981  Y           -  -5,498,792.205 (meters)                     COMP
 BL1981  Z           -   3,176,535.666 (meters)                     COMP
 BL1981  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BL1981  ELLIP HEIGHT-          18.33  (meters)          (02/16/96) GPS OBS
 BL1981  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL1981  DYNAMIC HT  -          45.740 (meters)     150.07  (feet)  COMP
 BL1981  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 BL1981
 BL1981  HORZ ORDER  -  THIRD
 BL1981  VERT ORDER  -  FIRST     CLASS II
 BL1981  ELLP ORDER  -  FIFTH     CLASS I
 BL1981
 BL1981.This mark is at David Wayne Hooks Mem (DWH) Airport (DWH)
 BL1981
 BL1981.The horizontal coordinates were established by GPS observations
 BL1981.and adjusted by the National Geodetic Survey in February 1996..
 BL1981
 BL1981.The orthometric height was determined by differential leveling
 BL1981.and adjusted by the National Geodetic Survey in June 1991..
 BL1981
 BL1981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL1981
 BL1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1981
 BL1981.The ellipsoidal height was determined by GPS observations
 BL1981.and is referenced to NAD 83.
 BL1981
 BL1981.The geoid height was determined by GEOID03.
 BL1981
 BL1981.The dynamic height is computed by dividing the NAVD 88
 BL1981.geopotential number by the normal gravity value computed on the
 BL1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1981.degrees latitude (g = 980.6199 gals.).
 BL1981
 BL1981.The modeled gravity was interpolated from observed gravity values.
 BL1981
 BL1981;                    North         East     Units Scale Factor Converg.
 BL1981;SPC TXSC     - 4,252,134.057   932,343.141   MT  0.99994403   +1 41 20.1
 BL1981;SPC TXSC     -13,950,543.15  3,058,862.46   sFT  0.99994403   +1 41 20.1
 BL1981;UTM  15      - 3,328,636.647   253,922.288   MT  1.00034715   -1 16 46.0
 BL1981
 BL1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1981!SPC TXSC     -   0.99999712  x   0.99994403  =   0.99994115
 BL1981!UTM  15      -   0.99999712  x   1.00034715  =   1.00034427
 BL1981
 BL1981:                Primary Azimuth Mark                     Grid Az
 BL1981:SPC TXSC     -  HOOKPORT AZ MK                           171 42 27.2
 BL1981:UTM  15      -  HOOKPORT AZ MK                           174 40 33.3
 BL1981
 BL1981|---------------------------------------------------------------------|
 BL1981| PID    Reference Object                     Distance      Geod. Az  |
 BL1981|                                                           dddmmss.s |
 BL1981| BL1980 HOOKPORT AZ MK                      472.395 METERS 1732347.3 |
 BL1981|---------------------------------------------------------------------|
 BL1981
 BL1981                          SUPERSEDED SURVEY CONTROL
 BL1981
 BL1981  ELLIP H (01/21/93)   18.36   (m)                       GP(       ) 4 2
 BL1981  NAD 83(1986)-  30 03 50.81333(N)    095 33 09.44910(W) AD(       ) 3
 BL1981  NAD 83(1986)-  30 03 50.81463(N)    095 33 09.45052(W) AD(       ) 3
 BL1981  NGVD 29 (12/23/87)   45.796  (m)          150.25   (f) ADJUSTED    1 2
 BL1981
 BL1981.Superseded values are not recommended for survey control.
 BL1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1981.See file dsdata.txt to determine how the superseded data were derived.
 BL1981
 BL1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5392228637(NAD 83)
 BL1981_MARKER: I = METAL ROD
 BL1981_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL1981_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL1981_STAMPING: HOOKPORT 1987
 BL1981_MARK LOGO: NGS   
 BL1981_PROJECTION: FLUSH
 BL1981_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BL1981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1981+SATELLITE: SATELLITE OBSERVATIONS - 1987
 BL1981_ROD/PIPE-DEPTH: 16.8 meters
 BL1981_SLEEVE-DEPTH  : 1.5 meters
 BL1981
 BL1981  HISTORY     - Date     Condition        Report By
 BL1981  HISTORY     - 1987     MONUMENTED       NGS
 BL1981  HISTORY     - 1987     GOOD             NGS
 BL1981  HISTORY     - 19900615 GOOD             NGS
 BL1981
 BL1981                          STATION DESCRIPTION
 BL1981
 BL1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL1981'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI)
 BL1981'NORTHWEST OF HOUSTON, 14.5 KM (9.0 MI) NORTHEAST OF CYPRESS, 6.4 KM
 BL1981'(4.0 MI) SOUTHEAST OF TOMBALL AND AT THE DAVID HOOKS MEMORIAL
 BL1981'AIRPORT.  IT IS AT THE NORTH END OF THE SHORTEST ONE OF TWO RUNWAYS
 BL1981'AND IN BETWEEN THE TAXIWAY AND THE ENTRANCE TO THE NORTH END OF THE
 BL1981'RUNWAY.
 BL1981'OWNERSHIP--CHARLES G HOOKS, OWNER/MANAGER, DRAWER 1, TOMBALL TX
 BL1981'77375, PHONE 713-376-5436.
 BL1981'
 BL1981'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 2920 AND FARM
 BL1981'ROAD 2978, ABOUT 1.6 KM (1.0 MI) EAST OF TOMBALL, GO SOUTHEAST ON
 BL1981'FARM ROAD 2920 FOR 5.0 KM (3.1 MI) TO BOUDREAUX ROAD.  CONTINUE
 BL1981'SOUTHEAST FOR 0.5 KM (0.3 MI) TO STUEBNER-AIRLINE ROAD ON THE
 BL1981'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.15 MI) TO THE
 BL1981'ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN RIGHT, BEARING TO THE
 BL1981'LEFT, AND GO SOUTH FOR 0.2 KM (0.1 MI), PASSING ON THE EAST SIDE OF
 BL1981'A LARGE METAL BUILDING, TO A ROAD RIGHT LEADING TO THE APRON.  TURN
 BL1981'RIGHT AND GO WEST FOR 0.2 KM (0.15 MI), CROSSING APRON, TO A
 BL1981'TAXIWAY LEADING SOUTH.  TURN LEFT ONTO TAXIWAY FOR 0.6 KM (0.35 MI)
 BL1981'THEN BEAR RIGHT AND GO SOUTHWEST FOR 0.2 KM (0.1 MI) TO A TAXIWAY
 BL1981'ON THE LEFT LEADING SOUTH BETWEEN THE TWO RUNWAYS.  TURN LEFT AND
 BL1981'GO SOUTH FOR 10.0 METERS (32.8 FT) TO THE STATION ON THE LEFT.
 BL1981'
 BL1981'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BL1981'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 BL1981'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 BL1981'LOGO CAP STAMPED---HOOKPORT 1987---, THE ROD IS RECESSED 8 CM BELOW
 BL1981'THE GROUND SURFACE.  LOCATED 23.0 METERS (75.5 FT) WEST-SOUTHWEST
 BL1981'OF THE CENTERLINE OF THE TAXIWAY AT THE ENTRANCE TO THE NORTH END OF
 BL1981'THE RUNWAY, 22.2 METERS (72.8 FT) SOUTH OF A TAXIWAY CENTERLINE AND
 BL1981'17.8 METERS (58.4 FT) EAST OF A TAXIWAY.
 BL1981'
 BL1981'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS ROD
 BL1981'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 BL1981'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 BL1981'LOGO CAP STAMPED---HOOKPORT AZ MK 1987---, THE ROD IS RECESSED 8 CM
 BL1981'BELOW THE GROUND SURFACE.  LOCATED
 BL1981'22.6 METERS (74.1 FT) WEST OF THE RUNWAY
 BL1981'CENTERLINE OF THE 4000 FOOT RUNWAY, 20.2 METERS (66.3 FT) EAST OF
 BL1981'THE TAXIWAY CENTERLINE AND 15.8 METERS (51.8 FT) NORTH OF A TAXIWAY
 BL1981'CENTERLINE AT THE HOLDING BARS.  TO REACH THE AZIMUTH MARK FROM
 BL1981'THE STATION, GO SOUTH ON THE TAXIWAY FOR 0.6 KM (0.35 MI) TO THE
 BL1981'MARK ON THE LEFT.
 BL1981'
 BL1981'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 BL1981'
 BL1981'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BL1981'
 BL1981'DESCRIBED BY B.L. LAMBERT.
 BL1981
 BL1981                          STATION RECOVERY (1987)
 BL1981
 BL1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1981'11.5 KM (7.15 MI) SE FROM TOMBALL.
 BL1981'5.3 KM (3.3 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 BL1981'FROM THE STATION IN TOMBALL, THENCE 4.1 KM (2.55 MI) NORTHEASTERLY
 BL1981'ALONG BOUDREAUX ROAD, THENCE 0.5 KM (0.3 MI) EASTERLY ALONG FARM ROAD
 BL1981'2920, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG STUEBNER AIRLINE ROAD TO
 BL1981'THE ENTRANCE TO THE DAVID HOOKS MEMORIAL AIRPORT, THENCE 0.2 KM (0.1
 BL1981'MI) SOUTH ALONG A PAVED ROAD, THENCE 0.3 KM (0.2 MI) WEST ALONG A
 BL1981'PAVED ROAD, THENCE 0.6 KM (0.35 MI) SOUTH ALONG A TAXIWAY, THENCE 0.2
 BL1981'KM (0.1 MI) SOUTHWEST ALONG A TAXIWAY, NEAR THE APPROACH TO RUNWAY 17,
 BL1981'23.0 M (75.5 FT) WEST-SOUTHWEST OF THE CENTERLINE OF A TAXIWAY, 22.2 M
 BL1981'(72.8 FT) SOUTH OF THE CENTERLINE OF A TAXIWAY, AND 17.8 M (58.4 FT)
 BL1981'EAST OF THE CENTERLINE OF A TAXIWAY.  NOTE--ACCESS TO DATUM POINT IS
 BL1981'HAD THROUGH A 5-INCH LOGO CAP.  THE ACTUAL SLEEVE DEPTH IS 0.9 METER.
 BL1981'THE MARK IS ABOVE LEVEL WITH A TAXIWAY.
 BL1981
 BL1981                          STATION RECOVERY (1990)
 BL1981
 BL1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BL1981'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT JUST NORTHWEST
 BL1981'OF RUNWAY END 17L.  IT IS 88.5 FT (27.0 M) NORTHWEST OF THE PK NAIL
 BL1981'AND WASHER MARKING THE CENTERLINE END OF RWY 17L, 72.8 FT (22.2 M)
 BL1981'SOUTH OF THE CENTERLINE OF AN EAST-WEST TAXIWAY WHICH PASSES NORTH OF
 BL1981'RWY END 17L, AND 56.7 FT (17.3 M) EAST OF THE CENTERLINE OF THE
 BL1981'PARALLEL TAXIWAY.  THE STATION IS A PUNCH MARK IN THE TOP OF A
 BL1981'STAINLESS STEEL ROD WHICH IS ENCASED IN A FIVE INCH PVC PIPE WITH AN
 BL1981'ALUMINUM LOGO CAP STAMPED HOOKPORT 1987.  THE ROD IS RECESSED 8 CM
 BL1981'BELOW THE GROUND SURFACE, THE ACCESS CAP IS FLUSHED.  POSITION IS BY
 BL1981'GPS, THE STATION IS ALSO A FIRST-ORDER BENCH MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1980 ***********************************************************************
 BL1980  PACS        -  This is a Primary Airport Control Station.
 BL1980  DESIGNATION -  HOOKPORT AZ MK
 BL1980  PID         -  BL1980
 BL1980  STATE/COUNTY-  TX/HARRIS
 BL1980  USGS QUAD   -  TOMBALL (1979)
 BL1980
 BL1980                         *CURRENT SURVEY CONTROL
 BL1980  ___________________________________________________________________
 BL1980* NAD 83(1993)-  30 03 35.55967(N)    095 33 07.44049(W)     ADJUSTED  
 BL1980* NAVD 88     -        44.224  (meters)     145.09   (feet)  ADJUSTED  
 BL1980  ___________________________________________________________________
 BL1980  X           -    -534,540.304 (meters)                     COMP
 BL1980  Y           -  -5,499,029.921 (meters)                     COMP
 BL1980  Z           -   3,176,128.651 (meters)                     COMP
 BL1980  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BL1980  ELLIP HEIGHT-          16.58  (meters)          (10/24/00) GPS OBS
 BL1980  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL1980  DYNAMIC HT  -          44.164 (meters)     144.89  (feet)  COMP
 BL1980  MODELED GRAV-     979,294.4   (mgal)                       NAVD 88
 BL1980
 BL1980  HORZ ORDER  -  B
 BL1980  VERT ORDER  -  FIRST     CLASS II
 BL1980  ELLP ORDER  -  FOURTH    CLASS II
 BL1980
 BL1980.This mark is at David Wayne Hooks Mem (DWH) Airport (DWH)
 BL1980
 BL1980.The horizontal coordinates were established by GPS observations
 BL1980.and adjusted by the National Geodetic Survey in February 1996..
 BL1980
 BL1980.The orthometric height was determined by differential leveling
 BL1980.and adjusted by the National Geodetic Survey in June 1991..
 BL1980
 BL1980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL1980
 BL1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1980
 BL1980.The ellipsoidal height was determined by GPS observations
 BL1980.and is referenced to NAD 83.
 BL1980
 BL1980.The geoid height was determined by GEOID03.
 BL1980
 BL1980.The dynamic height is computed by dividing the NAVD 88
 BL1980.geopotential number by the normal gravity value computed on the
 BL1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1980.degrees latitude (g = 980.6199 gals.).
 BL1980
 BL1980.The modeled gravity was interpolated from observed gravity values.
 BL1980
 BL1980;                    North         East     Units Scale Factor Converg.
 BL1980;SPC TXSC     - 4,251,666.628   932,411.269   MT  0.99994309   +1 41 21.1
 BL1980;SPC TXSC     -13,949,009.60  3,059,085.97   sFT  0.99994309   +1 41 21.1
 BL1980;UTM  15      - 3,328,166.127   253,966.137   MT  1.00034689   -1 16 44.3
 BL1980
 BL1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1980!SPC TXSC     -   0.99999740  x   0.99994309  =   0.99994049
 BL1980!UTM  15      -   0.99999740  x   1.00034689  =   1.00034429
 BL1980
 BL1980:                Primary Azimuth Mark                     Grid Az
 BL1980:SPC TXSC     -  HOOKPORT                                 351 42 27.3
 BL1980:UTM  15      -  HOOKPORT                                 354 40 32.7
 BL1980
 BL1980|---------------------------------------------------------------------|
 BL1980| PID    Reference Object                     Distance      Geod. Az  |
 BL1980|                                                           dddmmss.s |
 BL1980| BL1981 HOOKPORT                            472.395 METERS 3532348.4 |
 BL1980|---------------------------------------------------------------------|
 BL1980
 BL1980                          SUPERSEDED SURVEY CONTROL
 BL1980
 BL1980  ELLIP H (02/20/96)   16.73   (m)                       GP(       ) 3 2
 BL1980  NAD 83(1993)-  30 03 35.55758(N)    095 33 07.44023(W) AD(       ) 3
 BL1980  ELLIP H (02/16/96)   16.77   (m)                       GP(       ) 5 1
 BL1980  ELLIP H (01/21/93)   16.64   (m)                       GP(       ) 4 2
 BL1980  NAD 83(1986)-  30 03 35.57183(N)    095 33 07.42071(W) AD(       ) 3
 BL1980  NAD 83(1986)-  30 03 35.57253(N)    095 33 07.42160(W) AD(       ) 3
 BL1980  NAVD 88 (02/20/96)   44.22   (m)          145.1    (f) LEVELING    3  
 BL1980  NGVD 29 (12/23/87)   44.218  (m)          145.07   (f) ADJUSTED    1 2
 BL1980
 BL1980.Superseded values are not recommended for survey control.
 BL1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1980.See file dsdata.txt to determine how the superseded data were derived.
 BL1980
 BL1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5396628166(NAD 83)
 BL1980_MARKER: I = METAL ROD
 BL1980_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL1980_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL1980_STAMPING: HOOKPORT AZ MK 1987
 BL1980_MARK LOGO: NGS   
 BL1980_PROJECTION: RECESSED 8 CENTIMETERS
 BL1980_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL1980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL1980+STABILITY: POSITION/ELEVATION WELL
 BL1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1980+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2003
 BL1980_ROD/PIPE-DEPTH: 14.6 meters
 BL1980_SLEEVE-DEPTH  : 0.9 meters
 BL1980
 BL1980  HISTORY     - Date     Condition        Report By
 BL1980  HISTORY     - 1987     MONUMENTED       NGS
 BL1980  HISTORY     - 1987     GOOD             NGS
 BL1980  HISTORY     - 19900615 GOOD             NGS
 BL1980  HISTORY     - 19941204 GOOD             NGS
 BL1980  HISTORY     - 19941204 GOOD             NGS
 BL1980  HISTORY     - 19970330 GOOD             NGS
 BL1980  HISTORY     - 20031023 GOOD             LJA
 BL1980
 BL1980                          STATION DESCRIPTION
 BL1980
 BL1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 BL1980'THE STATION IS LOCATED ABOUT 40.2 KM (25.0 MI)
 BL1980'NORTHWEST OF HOUSTON, 14.5 KM (9.0 MI) NORTHEAST OF CYPRESS, 6.4 KM
 BL1980'(4.0 MI) SOUTHEAST OF TOMBALL AND AT THE DAVID HOOKS MEMORIAL
 BL1980'AIRPORT.
 BL1980'OWNERSHIP--CHARLES G HOOKS, OWNER/MANAGER, DRAWER 1, TOMBALL TX
 BL1980'77375, PHONE 713-376-5436.
 BL1980'
 BL1980'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 2920 AND FARM
 BL1980'ROAD 2978, ABOUT 1.6 KM (1.0 MI) EAST OF TOMBALL, GO SOUTHEAST ON
 BL1980'FARM ROAD 2920 FOR 5.0 KM (3.1 MI) TO BOUDREAUX.  CONTINUE
 BL1980'SOUTHEAST FOR 0.5 KM (0.3 MI) TO STUEBNER-AIRLINE ROAD ON THE
 BL1980'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.15 MI) TO THE
 BL1980'ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN RIGHT, BEARING TO THE
 BL1980'LEFT, AND GO SOUTH FOR 0.2 KM (0.1 MI), PASSING ON THE EAST SIDE OF
 BL1980'A LARGE METAL BUILDING TO A ROAD RIGHT LEADING TO THE APRON.  TURN
 BL1980'RIGHT AND GO WEST FOR 0.2 KM (0.15 MI), CROSSING APRON, TO A
 BL1980'TAXIWAY LEADING SOUTH.  TURN LEFT ONTO TAXIWAY FOR 0.6 KM (0.35
 BL1980'MI), THEN BEARING RIGHT AND GO SOUTHWEST FOR 0.2 KM (0.1 MI) TO A
 BL1980'TAXIWAY ON THE LEFT LEADING SOUTH BETWEEN THE TWO RUNWAYS.  TURN
 BL1980'LEFT AND GO SOUTH ON THE TAXIWAY FOR 0.6 KM (0.35 MI) TO THE MARK
 BL1980'ON THE LEFT.
 BL1980'
 BL1980'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 BL1980'DRIVEN INTO THE GROUND AND INSIDE A 1-INCH PVC PIPE THAT IS 3 FEET
 BL1980'LONG FILLED WITH GREASE THAT IS ENCASED IN A 5-INCH PVC PIPE WITH A
 BL1980'LOGO CAP STAMPED---HOOKPORT AZ MK 1987---, THE ROD IS RECESSED 8 CM
 BL1980'BELOW THE GROUND SURFACE.  LOCATED NEAR THE FIRST CROSSOVER SOUTH
 BL1980'OF THE NORTH END OF RUNWAYS 17L/35R.  22.6 METERS (74.1 FT) WEST OF
 BL1980'THE RUNWAY CENTERLINE OF THE 4000 FOOT RUNWAY, 20.2 METERS (66.3
 BL1980'FT) EAST OF THE TAXIWAY CENTERLINE AND 15.8 METERS (51.8 FT) NORTH
 BL1980'OF A TAXIWAY CENTERLINE AT THE HOLDING BARS.
 BL1980'
 BL1980'HARRIS-GALVESTON TEXAS SUBSIDENCE NETWORK AND FAA AIRPORTS, 1987.
 BL1980'
 BL1980'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 BL1980'
 BL1980'DESCRIBED BY B.L. LAMBERT.
 BL1980
 BL1980                          STATION RECOVERY (1987)
 BL1980
 BL1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1980'12.1 KM (7.5 MI) SE FROM TOMBALL.
 BL1980'5.3 KM (3.3 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 BL1980'FROM THE STATION IN TOMBALL, THENCE 4.1 KM (2.55 MI) NORTHEASTERLY
 BL1980'ALONG BOUDREAUX ROAD, THENCE 0.5 KM (0.3 MI) EASTERLY ALONG FARM ROAD
 BL1980'2920, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG STUEBNER AIRLINE ROAD TO
 BL1980'THE ENTRANCE TO THE DAVID HOOKS MEMORIAL AIRPORT, THENCE 0.2 KM (0.1
 BL1980'MI) SOUTH ALONG A PAVED ROAD, THENCE 0.3 KM (0.2 MI) WEST ALONG A
 BL1980'PAVED ROAD, THENCE 0.6 KM (0.35 MI) SOUTH ALONG A TAXIWAY, THENCE 0.8
 BL1980'KM (0.5 MI) SOUTHWEST ALONG A TAXIWAY, 22.6 M (74.1 FT) WEST OF THE
 BL1980'CENTERLINE OF A TAXIWAY, 20.2 M (67.6 FT) EAST OF THE CENTERLINE OF A
 BL1980'TAXIWAY, AND 15.8 M (51.8 FT) NORTH OF THE CENTERLINE OF THE SECOND
 BL1980'CROSSOVER NORTH OF THE SOUTH END OF A TAXIWAY.  NOTE--ACCESS TO DATUM
 BL1980'POINT IS HAD THROUGH A 5-INCH LOGO CAP.  THE ACTUAL SLEEVE DEPTH IS
 BL1980'0.9 METER.
 BL1980'THE MARK IS ABOVE LEVEL WITH THE CROSSOVER.
 BL1980
 BL1980                          STATION RECOVERY (1990)
 BL1980
 BL1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BL1980'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT BETWEEN RUNWAY
 BL1980'17L-35R AND THE CENTER FIELD PARALLEL TAXIWAY.  IT IS 74.5 FT (22.7 M)
 BL1980'WEST OF THE CENTERLINE OF RUNWAY 17L, 66.5 FT (20.3 M) EAST OF THE
 BL1980'CENTERLINE OF THE PARALLEL TAXIWAY, AND 52.1 FT (15.9 M) NORTH OF THE
 BL1980'CENTERLINE OF AN EAST-WEST TAXIWAY AT A HOLD-BAR.  THE STATION IS A
 BL1980'PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD WHICH IS ENCLOSED IN A
 BL1980'FIVE INCH PVC PIPE WITH A LOGO CAP STAMPED HOOKPORT AZ MK 1987. THE
 BL1980'ROD IS RECESSED 8 CM BELOW THE GROUND SURFACE, THE ACCESS CAP IS
 BL1980'FLUSH.  POSITION IS BY GPS, THE STATION IS ALSO A FIRST-ORDER BENCH
 BL1980'MARK.
 BL1980
 BL1980                          STATION RECOVERY (1994)
 BL1980
 BL1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 BL1980'RECOVERED AS DESCRIBED, WITH ADDITIONAL COMMENTS.  THE STATION IS
 BL1980'LOCATED 39.0 FT (11.9 M) NORTH NORTHEAST FROM CENTER OF DRAIN PIPE,
 BL1980'12.4 FT (3.8 M) SOUTH OF CARSONITE WITNESS POST, AND 12.2 FT (3.7 M)
 BL1980'SOUTH OF RUNWAY SIGN 17L35R.  THIS IS A PAC STATION.
 BL1980
 BL1980                          STATION RECOVERY (1994)
 BL1980
 BL1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 BL1980'RECOVERED AS DESCRIBED, WITH ADDITIONAL COMMENTS.  THE STATION IS
 BL1980'LOCATED 39.0 FT (11.9 M) NORTH NORTHEAST FROM CENTER OF DRAIN PIPE,
 BL1980'12.4 FT (3.8 M) SOUTH OF CARSONITE WITNESS POST, AND 12.2 FT (3.7 M)
 BL1980'SOUTH OF RUNWAY SIGN 17L35R.  THIS STATION HAS BEEN SELECTED AS THE
 BL1980'PRIMARY AIRPORT CONTROL STATION (PACS) .
 BL1980
 BL1980                          STATION RECOVERY (1997)
 BL1980
 BL1980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KLF)
 BL1980'RECOVERED AS DESCRIBED.
 BL1980
 BL1980                          STATION RECOVERY (2003)
 BL1980
 BL1980'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 BL1980'NOTICE. THE DAVID HOOKS AIRPORT ENGAGES IN PROFITEERING. THIS AIRPORT
 BL1980'CHARGES 25 DOLLARS PER HOUR, PLUA AN ESCORT FEE TO AND FROM THE
 BL1980'MONUMENT. AVOID USING THIS STATION. RHC
 BL1980' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1239 ***********************************************************************
 DM1239  DESIGNATION -  HOOKS
 DM1239  PID         -  DM1239
 DM1239  STATE/COUNTY-  TX/BOWIE
 DM1239  USGS QUAD   -  HOOKS (1975)
 DM1239
 DM1239                         *CURRENT SURVEY CONTROL
 DM1239  ___________________________________________________________________
 DM1239* NAD 83(1993)-  33 27 08.26566(N)    094 17 42.55545(W)     ADJUSTED  
 DM1239* NAVD 88     -       137.4    (meters)     451.     (feet)  VERTCON   
 DM1239  ___________________________________________________________________
 DM1239  X           -    -398,968.407 (meters)                     COMP
 DM1239  Y           -  -5,312,118.662 (meters)                     COMP
 DM1239  Z           -   3,495,981.700 (meters)                     COMP
 DM1239  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DM1239  ELLIP HEIGHT-         110.13  (meters)          (02/16/96) GPS OBS
 DM1239  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM1239
 DM1239  HORZ ORDER  -  FIRST
 DM1239  ELLP ORDER  -  FIFTH     CLASS I
 DM1239
 DM1239.The horizontal coordinates were established by classical geodetic methods
 DM1239.and adjusted by the National Geodetic Survey in September 1999..
 DM1239
 DM1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1239
 DM1239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1239
 DM1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1239
 DM1239.The ellipsoidal height was determined by GPS observations
 DM1239.and is referenced to NAD 83.
 DM1239
 DM1239.The geoid height was determined by GEOID03.
 DM1239
 DM1239;                    North         East     Units Scale Factor Converg.
 DM1239;SPC TXNC     - 2,205,832.281   990,794.506   MT  0.99989699   +2 17 35.9
 DM1239;SPC TXNC     - 7,236,968.08  3,250,631.64   sFT  0.99989699   +2 17 35.9
 DM1239;UTM  15      - 3,702,180.375   379,629.110   MT  0.99977863   -0 42 50.5
 DM1239
 DM1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1239!SPC TXNC     -   0.99998271  x   0.99989699  =   0.99987970
 DM1239!UTM  15      -   0.99998271  x   0.99977863  =   0.99976134
 DM1239
 DM1239:                Primary Azimuth Mark                     Grid Az
 DM1239:SPC TXNC     -  HOOKS AZ MK                              357 46 09.1
 DM1239:UTM  15      -  HOOKS AZ MK                              000 46 35.5
 DM1239
 DM1239|---------------------------------------------------------------------|
 DM1239| PID    Reference Object                     Distance      Geod. Az  |
 DM1239|                                                           dddmmss.s |
 DM1239| CX6495 HOOKS AZ MK                                        0000345.0 |
 DM1239| CX6497 HOOKS RM 1                          135.804 METERS 00055     |
 DM1239| CX6499 HOOKS RM 4                           16.625 METERS 00427     |
 DM1239| DM1210 TEXARKANA ST L SW RR HOSP CUP       APPROX.25.8 KM 0974330.9 |
 DM1239| DM1199 TEXARKANA AIRPLANE BEACON           APPROX.23.7 KM 0981124.2 |
 DM1239| DM1198 TEXARKANA SW GAS AND ELEC STK       APPROX.23.8 KM 0991019.0 |
 DM1239| DM1196 TEXARKANA TEXAS PACIFIC RR TK       APPROX.22.9 KM 1000532.8 |
 DM1239| DM1248 BOSTON BOWIE COUNTY CTHSE TWR       APPROX.11.8 KM 2644018.5 |
 DM1239| CX6498 HOOKS RM 2                           34.095 METERS 26727     |
 DM1239| DM1291 DE KALB MUNICIPAL TANK              APPROX.30.4 KM 2821115.8 |
 DM1239| DM1240 HOOKS RM 3                           28.493 METERS 31941     |
 DM1239| CX6496 HOOKS AZ MK 2                                      3291317.3 |
 DM1239| DM1182 RED BANK                            APPROX. 8.8 KM 3352632.2 |
 DM1239|---------------------------------------------------------------------|
 DM1239
 DM1239                          SUPERSEDED SURVEY CONTROL
 DM1239
 DM1239  NAD 83(1993)-  33 27 08.27138(N)    094 17 42.54989(W) AD(       ) 1
 DM1239  NAD 83(1993)-  33 27 08.27079(N)    094 17 42.54869(W) AD(       ) 1
 DM1239  NAD 83(1986)-  33 27 08.27069(N)    094 17 42.53381(W) AD(       ) 1
 DM1239  NAD 27      -  33 27 07.84000(N)    094 17 41.82800(W) AD(       ) 1
 DM1239  NGVD 29 (12/03/93)  137.4    (m)          451.     (f) GPS OBS        
 DM1239
 DM1239.Superseded values are not recommended for survey control.
 DM1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1239.See file dsdata.txt to determine how the superseded data were derived.
 DM1239
 DM1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7962902180(NAD 83)
 DM1239_MARKER: DS = TRIANGULATION STATION DISK
 DM1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1239_SP_SET: CONCRETE POST
 DM1239_STAMPING: HOOKS 1930
 DM1239_MARK LOGO: CGS   
 DM1239_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1239+STABILITY: SURFACE MOTION
 DM1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1239+SATELLITE: SATELLITE OBSERVATIONS - November 26, 1992
 DM1239
 DM1239  HISTORY     - Date     Condition        Report By
 DM1239  HISTORY     - 1930     MONUMENTED       CGS
 DM1239  HISTORY     - 1930     GOOD             CGS
 DM1239  HISTORY     - 1935     GOOD             CGS
 DM1239  HISTORY     - 1935     GOOD             TXGS
 DM1239  HISTORY     - 1937     MARK NOT FOUND   TXHD
 DM1239  HISTORY     - 1952     GOOD             CGS
 DM1239  HISTORY     - 1954     GOOD             USGS
 DM1239  HISTORY     - 1956     GOOD             CGS
 DM1239  HISTORY     - 19921126 GOOD             NOS
 DM1239
 DM1239                          STATION DESCRIPTION
 DM1239
 DM1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 DM1239'ABOUT 15 MILES W OF TEXARKANA, 0.3 MILE W AND 1 MILE S OF
 DM1239'HOOKS RAILWAY STATION, ON LAND BELONGING TO ROBERT GUINN,
 DM1239'1.1 METERS (4 FEET) E OF E ROAD FENCE PROLONGED AND 2.8
 DM1239'METERS (9 FEET) N OF S ROAD FENCE PROLONGED, WHERE COUNTY ROAD
 DM1239'TURNS W 1 MILE S OF HIGHWAY 5.
 DM1239'
 DM1239'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION MARK
 DM1239'DISKS SET IN CONCRETE.
 DM1239'SURFACE MARK IS 18 INCHES BELOW GROUND TO AVOID BEING DISTURBED
 DM1239'BY CULTIVATION.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 DM1239'SET IN CONCRETE.  NO. 1 IS IN E FENCE LINE
 DM1239'OF COUNTY ROAD ABOUT 3 METERS (10 FEET) S OF WAGON ROAD
 DM1239'LEADING SE, AND ABOUT 130 METERS (427 FEET) FROM STATION.
 DM1239'NO. 2 IS ONE-HALF METER
 DM1239'(2 FEET) N OF S FENCE ALONG ROAD, AND 34.12 METERS (111.9
 DM1239'FEET) FROM STATION.
 DM1239
 DM1239                          STATION RECOVERY (1930)
 DM1239
 DM1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 DM1239'RECOVERED IN GOOD CONDITION.
 DM1239
 DM1239                          STATION RECOVERY (1935)
 DM1239
 DM1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DM1239'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 DM1239'IT IS ON THE W SIDE OF A CULTIVATED FIELD, 4 FEET E OF E
 DM1239'ROAD FENCE PROJECTED, 20 FEET E OF THE CENTER LINE OF N-S
 DM1239'ROAD PROJECTED, 9 FEET N OF S ROAD FENCE PROJECTED, 13 FEET
 DM1239'S OF THE CENTER LINE OF E-W ROAD PROJECTED, WHERE COUNTY
 DM1239'ROAD TURNS W 1.0 MILE S OF U.S. HIGHWAY 82, 58 FEET ENE OF
 DM1239'FENCE CORNER AND GATEPOST, 23 FEET S OF ANGLE IN FENCE LINE.
 DM1239'
 DM1239'AZIMUTH MARK IS N OF THE STATION, ON THE E SIDE OF A FIELD,
 DM1239'IN FENCE LINE, 20 FEET W OF THE CENTER LINE OF ROAD.  MARK
 DM1239'PROJECTS 6 INCHES.  MARK IS AN 8-INCH BOLT WITH 1-INCH ROUND
 DM1239'HEAD WITH ARROW FILED ACROSS TOP AND POINTED TOWARD STATION,
 DM1239'IT IS SET IN CONCRETE.
 DM1239'
 DM1239'REACHED FROM HOOKS RAILROAD STATION BY GOING W ON U.S. HIGHWAY
 DM1239'82, 0.3 MILE.  THENCE S 1.0 MILE TO TURN W AND STATION.
 DM1239'
 DM1239'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 DM1239
 DM1239                          STATION RECOVERY (1935)
 DM1239
 DM1239'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1935
 DM1239'STATION IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS GOOD.
 DM1239
 DM1239                          STATION RECOVERY (1937)
 DM1239
 DM1239'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DM1239'STATION DESCRIPTION SATISFACTORY.
 DM1239'
 DM1239'REFERENCE MARK NO. 2 RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 DM1239'DID NOT RECOVER OTHER MARKS.
 DM1239
 DM1239                          STATION RECOVERY (1952)
 DM1239
 DM1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1239'THE STATION WAS RECOVERED AS DESCRIBED BY P.A.S. IN 1930 AND
 DM1239'THE STATION MARK WAS FOUND TO BE IN GOOD CONDITION.  THE
 DM1239'REFERENCE MARKS AND AZIMUTH MARK HAVE BEEN DESTROYED DUE
 DM1239'TO GRADING OPERATIONS.  NEW REFERENCE MARKS R.M. 3 AND R.M. 4
 DM1239'AND AZIMUTH MARK WAS SET AND DIRECTIONS TAKEN.  A NEW AND
 DM1239'COMPLETE DESCRIPTION FOLLOWS--
 DM1239'
 DM1239'THE STATION IS LOCATED ABOUT 15 MILES WEST OF TEXARKANA AND
 DM1239'1.0 MILE SOUTH OF HOOKS RAILWAY STATION.  IT IS 39.4 FEET
 DM1239'WEST OF THE SOUTHWEST LEG OF A LOOKOUT TOWER AND 42.4 FEET
 DM1239'SOUTHWEST OF THE NORTHWEST LEG OF A LOOKOUT TOWER.  THE
 DM1239'MARK IS SET ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND
 DM1239'AND THE DISK IS STAMPED HOOKS 1930.
 DM1239'
 DM1239'REFERENCE MARK NO. 3 IS 45 FEET WEST OF THE CENTERLINE OF A
 DM1239'TRACK ROAD AND 21 FEET NORTHWEST OF A LONE OAK TREE.  THE
 DM1239'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED HOOKS
 DM1239'NO 3 1951.
 DM1239'
 DM1239'REFERENCE MARK NO. 4 IS 54.5 FEET NORTH OF THE NORTHWEST
 DM1239'LEG OF A LOOKOUT TOWER.  THE MARK PROJECTS ABOUT 2 INCHES
 DM1239'AND THE DISK IS STAMPED HOOKS NO 4 1951.
 DM1239'
 DM1239'AZIMUTH MARK IS 36 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 DM1239'TRACK, 30 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 82,
 DM1239'28 FEET WEST OF A POWER LINE POLE AND 2 FEET EAST OF A WHITE
 DM1239'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 DM1239'DISK IS STAMPED HOOKS 1951.
 DM1239'
 DM1239'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1239'HOOKS 1930 TO HOOKS NO 3 1951 AND THE DISTANCE IS 93.48
 DM1239'FEET OR 28.493 METERS.
 DM1239'
 DM1239'TO REACH THE STATION FROM THE RAILROAD STATION IN HOOKS,
 DM1239'GO EAST FOR ABOUT 0.05 MILE TO A DRIVEWAY RIGHT LEADING
 DM1239'INTO THE RED RIVER ARSENAL GROUNDS.  TURN RIGHT AND GO SOUTH
 DM1239'THROUGH ENTRANCE GATE FOR 1.15 MILES.  TURN SHARP RIGHT ON
 DM1239'GRAVEL ROAD FOR 0.3 MILE TO LOOKOUT TOWER AND STATION AS
 DM1239'DESCRIBED.
 DM1239'
 DM1239'TO REACH THE AZIMUTH MARK FROM THE RAILROAD STATION IN HOOKS,
 DM1239'GO WEST ON U.S. HIGHWAY 82 FOR 0.85 MILE TO STATION ON LEFT
 DM1239'AS DESCRIBED.
 DM1239'
 DM1239'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DM1239
 DM1239                          STATION RECOVERY (1954)
 DM1239
 DM1239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 DM1239'STATION RECOVERED IN GOOD CONDITION.  FROM RAILROAD STATION,
 DM1239'ABOUT 200 FEET E OF ALONG U.S. HWY 82.  THENCE S ALONG MAIN
 DM1239'ROAD FOR 1.1 MILES TO GRAVEL ROAD NW.  THENCE NW FOR 0.2
 DM1239'MILE TO STATION.  APPROXIMATELY 200 FEET NE OF PRESENT DUMPING
 DM1239'GROUND.  IN CLEARING APPROXIMATELY 10 FEET W OF WEST EDGE
 DM1239'OF GROUP OF SMALL PINE TREES.  40 FEET W OF A 3-1/2 FT X
 DM1239'7-1/2 FT X 2-1/2 FT CONCRETE BOX.  APPROXIMATELY 8 INCHES BELOW
 DM1239'THE GROUND SURFACE.  STANDARD DISK STAMPED HOOKS 1930.
 DM1239'
 DM1239'REFERENCE MARK NO. 4 IS O.K.  REFERENCE MARK NO. 3 NOT FOUND,
 DM1239'PROBABLY DESTROYED, GRADING OPERATIONS HAVE BEEN UNDER WAY
 DM1239'AROUND THIS MARK.  THE LOOKOUT TOWER IS COMPLETELY REMOVED.
 DM1239
 DM1239                          STATION RECOVERY (1956)
 DM1239
 DM1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1239'THE STATION AND REFERENCE MARK NO. 4 WERE RECOVERED IN GOOD
 DM1239'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS RECOVERED BUT
 DM1239'IN POOR CONDITION.  IT HAD BEEN PULLED OUT OF THE GROUND
 DM1239'AND WAS LYING IN THE DITCH.
 DM1239'
 DM1239'DIRECTIONS FOR PROCEEDING TO STATION SITE WERE CORRECT.
 DM1239
 DM1239                          STATION RECOVERY (1992)
 DM1239
 DM1239'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 DM1239'THE STATION IS LOCATED 15.5 MI (24.9 KM) WEST OF THE TEXAS/ARKANSAS
 DM1239'STATE LINE.
 DM1239'TO REACH THE STATION FROM THE INTERSECTION OF STATE LINE AVENUE AND US
 DM1239'30, PROCEED WEST ON US 30 FOR 11.1 MI (17.9 KM) TO THE RED RIVER
 DM1239'AMMUNITION PLANT EXIT (SPUR 74). TURN LEFT AND PROCEED STRAIGHT 0.35
 DM1239'MI (0.56 KM) TO MAIN SECURITY GATE 7.  GO INTO THE PASS AND ID OFFICE
 DM1239'ON THE RIGHT AND ACQUIRE A SECURITY PASS TO PROCEED ONTO THE BASE (A
 DM1239'VALID ID IS REQUIRED). PROCEED SOUTH THROUGH GATE TO T-INTERSECTION,
 DM1239'TURN RIGHT FOLLOWING ROAD FOR 0.3 MI (0.5 KM) TO FOURTH STREET AND
 DM1239'MAKE A RIGHT. PROCEED 2.8 MI (4.5 KM) TO WASHINGTON AVENUE AND TURN
 DM1239'LEFT.  PROCEED SOUTH FOR 0.8 MI (1.3 KM) TO DIRT ROAD ON THE RIGHT.
 DM1239'STATION IS 0.15 MI (0.24 KM) SOUTH SOUTHEAST OF WATER TOWER AND IS
 DM1239'MARKED BY TRIANGLE POLE FENCE OVER STATION.
 DM1239'FOR ACCESS TO THIS STATION, CONTACT MR. LOUIS THIPPEN OR MR. GEORGE
 DM1239'MANSON (BASE ENGINEERS)(903) 334-1616/1414 PRIOR TO ENTERING BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1240 ***********************************************************************
 DM1240  DESIGNATION -  HOOKS RM 3
 DM1240  PID         -  DM1240
 DM1240  STATE/COUNTY-  TX/BOWIE
 DM1240  USGS QUAD   -  HOOKS (1975)
 DM1240
 DM1240                         *CURRENT SURVEY CONTROL
 DM1240  ___________________________________________________________________
 DM1240* NAD 83(1993)-  33 27 08.97076(N)    094 17 43.26936(W)     ADJUSTED  
 DM1240* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 DM1240  ___________________________________________________________________
 DM1240  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DM1240  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM1240
 DM1240  HORZ ORDER  -  SECOND
 DM1240
 DM1240.The horizontal coordinates were established by classical geodetic methods
 DM1240.and adjusted by the National Geodetic Survey in September 1999..
 DM1240
 DM1240.The orthometric height was scaled from a topographic map.
 DM1240
 DM1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1240
 DM1240.The geoid height was determined by GEOID03.
 DM1240
 DM1240;                    North         East     Units Scale Factor Converg.
 DM1240;SPC TXNC     - 2,205,853.248   990,775.216   MT  0.99989702   +2 17 35.5
 DM1240;SPC TXNC     - 7,237,036.86  3,250,568.35   sFT  0.99989702   +2 17 35.5
 DM1240;UTM  15      - 3,702,202.322   379,610.949   MT  0.99977869   -0 42 50.9
 DM1240
 DM1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1240!SPC TXNC     -   0.99998271  x   0.99989702  =   0.99987974
 DM1240!UTM  15      -   0.99998271  x   0.99977869  =   0.99976141
 DM1240
 DM1240:                Primary Azimuth Mark                     Grid Az
 DM1240:SPC TXNC     -  HOLLAND                                  084 48 26.4
 DM1240:UTM  15      -  HOLLAND                                  087 48 52.8
 DM1240
 DM1240|---------------------------------------------------------------------|
 DM1240| PID    Reference Object                     Distance      Geod. Az  |
 DM1240|                                                           dddmmss.s |
 DM1240| DM1204 HOLLAND                             APPROX.18.9 KM 0870601.9 |
 DM1240| CX6499 HOOKS RM 4                           20.025 METERS 10354     |
 DM1240| DM1239 HOOKS                                28.493 METERS 13941     |
 DM1240| DM1243 RED RIVER ARSENAL W WATER TANK      APPROX. 3.7 KM 2741345.8 |
 DM1240| CX6496 HOOKS AZ MK 2                                      3292247.7 |
 DM1240| DM1242 RED RIVER ARSENAL CEN WATER TK      121.266 METERS 35607     |
 DM1240|---------------------------------------------------------------------|
 DM1240
 DM1240                          SUPERSEDED SURVEY CONTROL
 DM1240
 DM1240  NAD 83(1993)-  33 27 08.97647(N)    094 17 43.26381(W) AD(       ) 2
 DM1240  NAD 83(1993)-  33 27 08.97588(N)    094 17 43.26261(W) AD(       ) 2
 DM1240  NAD 83(1986)-  33 27 08.97548(N)    094 17 43.24742(W) AD(       ) 2
 DM1240  NAD 27      -  33 27 08.53400(N)    094 17 42.53100(W) AD(       ) 2
 DM1240
 DM1240.Superseded values are not recommended for survey control.
 DM1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1240.See file dsdata.txt to determine how the superseded data were derived.
 DM1240
 DM1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7961102202(NAD 83)
 DM1240_MARKER: DR = REFERENCE MARK DISK
 DM1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1240
 DM1240  HISTORY     - Date     Condition        Report By
 DM1240  HISTORY     - 1952     MONUMENTED       CGS
 DM1240
 DM1240                          STATION DESCRIPTION
 DM1240
 DM1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1240'THE STATION IS LOCATED ABOUT 15 MILES WEST OF TEXARKANA AND 1.0
 DM1240'MILE SOUTH OF HOOKS RAILWAY STATION.  IT IS 45 FEET WEST OF
 DM1240'THE CENTERLINE OF A TRACK ROAD AND 21 FEET NORTHWEST OF A
 DM1240'LONE OAK TREE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 DM1240'DISK IS STAMPED HOOKS R.M. 3 1952.
 DM1240'
 DM1240'HOOKS 1930 (TRUE) IS 39.4 FEET WEST OF THE SOUTHWEST LEG OF
 DM1240'A LOOKOUT TOWER AND 42.4 FEET SOUTHWEST OF THE NORTHWEST LEG
 DM1240'OF A LOOKOUT TOWER.  THE MARK IS SET 18 INCHES BELOW THE
 DM1240'SURFACE OF THE GROUND AND THE DISK IS STAMPED HOOKS 1930.
 DM1240'
 DM1240'REFERENCE MARK NO. 4 IS 54.5 FEET NORTH OF THE NORTHWEST LEG OF A
 DM1240'LOOKOUT TOWER AND THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 DM1240'STAMPED HOOKS NO 4 1951.
 DM1240'
 DM1240'AZIMUTH MARK IS 36 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 DM1240'TRACK, 30 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 82,
 DM1240'28 FEET WEST OF A POWER LINE POLE AND 2 FEET EAST OF A WHITE
 DM1240'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 DM1240'IS STAMPED HOOKS 1951.
 DM1240'
 DM1240'A TRAVERSE CONNECTION WAS MADE FROM HOOKS R.M. 3 TO HOOKS 1930 AND
 DM1240'THE DISTANCE IS 93.48 FEET OR 28.493 METERS.
 DM1240'
 DM1240'TO REACH THE STATION FROM THE RAILWAY STATION IN HOOKS, GO EAST
 DM1240'FOR 0.05 MILE TO A DRIVEWAY RIGHT LEADING INTO THE RED RIVER
 DM1240'ARSENAL GROUND.  TURN RIGHT AND GO SOUTH THROUGH ENTRANCE GATE
 DM1240'FOR 1.15 MILES.  TURN SHARP RIGHT ON GRAVEL ROAD FOR 0.3 MILE
 DM1240'TO LOOKOUT TOWER AND STATION AS DESCRIBED.
 DM1240'
 DM1240'TO REACH THE AZIMUTH MARK FROM THE RAILWAY STATION IN HOOKS, GO
 DM1240'WEST ON U.S. HIGHWAY 82 FOR 0.85 MILE TO MARK ON LEFT AS DESCRIBED.
 DM1240'
 DM1240'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1241 ***********************************************************************
 DM1241  DESIGNATION -  HOOKS TEXAS STATE FOREST LOT
 DM1241  PID         -  DM1241
 DM1241  STATE/COUNTY-  TX/BOWIE
 DM1241  USGS QUAD   -  HOOKS (1975)
 DM1241
 DM1241                         *CURRENT SURVEY CONTROL
 DM1241  ___________________________________________________________________
 DM1241* NAD 83(1993)-  33 27 08.30308(N)    094 17 41.97284(W)     ADJUSTED  
 DM1241* NAVD 88     -                                                        
 DM1241  ___________________________________________________________________
 DM1241  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DM1241  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DM1241
 DM1241  HORZ ORDER  -  THIRD
 DM1241
 DM1241.The horizontal coordinates were established by classical geodetic methods
 DM1241.and adjusted by the National Geodetic Survey in February 1996..
 DM1241
 DM1241
 DM1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1241
 DM1241.The geoid height was determined by GEOID03.
 DM1241
 DM1241;                    North         East     Units Scale Factor Converg.
 DM1241;SPC TXNC     - 2,205,834.035   990,809.493   MT  0.99989700   +2 17 36.2
 DM1241;SPC TXNC     - 7,236,973.83  3,250,680.81   sFT  0.99989700   +2 17 36.2
 DM1241;SPC AR S     -   489,529.447   186,650.923   MT  0.99996972   -1 17 04.1
 DM1241;SPC AR S     - 1,606,064.53    612,370.57   sFT  0.99996972   -1 17 04.1
 DM1241;UTM  15      - 3,702,181.340   379,644.166   MT  0.99977859   -0 42 50.2
 DM1241
 DM1241                          SUPERSEDED SURVEY CONTROL
 DM1241
 DM1241  NAD 83(1993)-  33 27 08.30229(N)    094 17 41.97154(W) AD(       ) 4
 DM1241  NAD 83(1986)-  33 27 08.30257(N)    094 17 41.95647(W) AD(       ) 4
 DM1241  NAD 27      -  33 27 07.86100(N)    094 17 41.24000(W) AD(       ) 3
 DM1241
 DM1241.Superseded values are not recommended for survey control.
 DM1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1241.See file dsdata.txt to determine how the superseded data were derived.
 DM1241
 DM1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7964402181(NAD 83)
 DM1241_MARKER: 57 = LOOKOUT TOWER
 DM1241
 DM1241  HISTORY     - Date     Condition        Report By
 DM1241  HISTORY     - 1952     FIRST OBSERVED   CGS
 DM1241  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM1241
 DM1241                          STATION DESCRIPTION
 DM1241
 DM1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (DAJ)
 DM1241'THIS STATION IS LOCATED ON THE GROUNDS OF THE RED RIVER
 DM1241'ARSENAL, ABOUT 1 MILE SOUTH-SOUTHWEST OF THE TOWN OF HOOKS.
 DM1241'IT IS A 4-LEGGED STEEL STRUCTURE, ABOUT 100 FEET HIGH, WITH
 DM1241'A CAGE ON TOP.
 DM1241'
 DM1241'THE POINT INTERSECTED WAS THE TOP OF THE CAGE.
 DM1241
 DM1241                          STATION RECOVERY (1997)
 DM1241
 DM1241'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2085 ***********************************************************************
 AY2085  DESIGNATION -  HOOVER
 AY2085  PID         -  AY2085
 AY2085  STATE/COUNTY-  TX/REAL
 AY2085  USGS QUAD   -  RIO FRIO (1969)
 AY2085
 AY2085                         *CURRENT SURVEY CONTROL
 AY2085  ___________________________________________________________________
 AY2085* NAD 83(1993)-  29 43 41.35901(N)    099 43 16.42719(W)     ADJUSTED  
 AY2085* NAVD 88     -       713.     (meters)    2339.     (feet)  SCALED    
 AY2085  ___________________________________________________________________
 AY2085  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AY2085  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 AY2085
 AY2085  HORZ ORDER  -  SECOND
 AY2085
 AY2085.The horizontal coordinates were established by classical geodetic methods
 AY2085.and adjusted by the National Geodetic Survey in February 1996..
 AY2085
 AY2085.The orthometric height was scaled from a topographic map.
 AY2085
 AY2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2085
 AY2085.The geoid height was determined by GEOID03.
 AY2085
 AY2085;                    North         East     Units Scale Factor Converg.
 AY2085;SPC TXSC     - 4,210,212.939   530,230.688   MT  0.99988671   -0 21 12.0
 AY2085;SPC TXSC     -13,813,006.95  1,739,598.52   sFT  0.99988671   -0 21 12.0
 AY2085;UTM  14      - 3,288,881.080   430,249.309   MT  0.99966003   -0 21 27.6
 AY2085
 AY2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2085!SPC TXSC     -   0.99989155  x   0.99988671  =   0.99977827
 AY2085!UTM  14      -   0.99989155  x   0.99966003  =   0.99955162
 AY2085
 AY2085|---------------------------------------------------------------------|
 AY2085| PID    Reference Object                     Distance      Geod. Az  |
 AY2085|                                                           dddmmss.s |
 AY2085| AY2084 BURDETTE USGS 1944                    8.986 METERS 09515     |
 AY2085| CV5213 HOOVER RM 1                          10.173 METERS 23526     |
 AY2085| AY2086 NIG                                 APPROX.11.6 KM 2640523.4 |
 AY2085| CV5214 HOOVER RM 2                           9.898 METERS 34037     |
 AY2085|---------------------------------------------------------------------|
 AY2085
 AY2085                          SUPERSEDED SURVEY CONTROL
 AY2085
 AY2085  NAD 83(1986)-  29 43 41.36303(N)    099 43 16.41249(W) AD(       ) 2
 AY2085  NAD 27      -  29 43 40.55600(N)    099 43 15.20500(W) AD(       ) 2
 AY2085
 AY2085.Superseded values are not recommended for survey control.
 AY2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2085.See file dsdata.txt to determine how the superseded data were derived.
 AY2085
 AY2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3024988881(NAD 83)
 AY2085_MARKER: DS = TRIANGULATION STATION DISK
 AY2085_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AY2085
 AY2085  HISTORY     - Date     Condition        Report By
 AY2085  HISTORY     - 1943     MONUMENTED       CGS
 AY2085  HISTORY     - 1944     GOOD             CGS
 AY2085
 AY2085                          STATION DESCRIPTION
 AY2085
 AY2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2085'NO 1943 DESCRIPTION OF THIS STATION WAS SUBMITTED BY FIELD
 AY2085'PARTY.
 AY2085'
 AY2085'STATION IS LOCATED ABOUT 2 MILES, AIR LINE, E OF LEAKEY, ON
 AY2085'PROPERTY OF ROYCE HOOVER AND ABOUT 2-1/2 MILES NNW OF HIS
 AY2085'HOUSE.  IT IS ON THE HIGHEST AND MOST THICKLY BRUSHED POINT
 AY2085'ON THE RIDGE.  THE POINT SLOPES IN ALL DIRECTIONS.  THE
 AY2085'15-FOOT SIGNAL BUILT IN 1943 WAS USED, BUT IT IS SUGGESTED
 AY2085'FOR FUTURE OCCUPATIONS THAT THE BRUSH BE CLEARED AND A 4-FOOT
 AY2085'STAND USED.  THE SIGNAL AND EVIDENCE OF CLEARING WILL INDICATE
 AY2085'STATION SITE.
 AY2085'
 AY2085'STATION MARK IS A BRONZE STATION DISK SET IN AN IRREGULAR
 AY2085'MASS OF CONCRETE FLUSH WITH THE GROUND.  IT IS STAMPED HOOVER
 AY2085'1943.
 AY2085'
 AY2085'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 AY2085'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED HOOVER NO
 AY2085'1 1943 AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 AY2085'
 AY2085'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 AY2085'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED HOOVER NO
 AY2085'2 1943 AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 AY2085'ABOUT 18 INCHES LOWER THAN THE STATION.
 AY2085'
 AY2085'A U.S.G.S. MARK IS E OF THE STATION.  IT CONSISTS OF A 1-INCH
 AY2085'CAP, STAMPED WITH A TRIANGLE AND THE LETTERS USGS.  IT IS
 AY2085'SET IN BEDROCK FLUSH WITH THE GROUND.
 AY2085'
 AY2085'TO REACH STATION FROM THE COURTHOUSE IN LEAKEY, GO S ON U.S.
 AY2085'HIGHWAY 83 FOR 0.1 MILE AND TURN LEFT ON DIRT ROAD ALONG S
 AY2085'SIDE OF RIO FRIO COURT ROCK CABINS.  FOLLOW THIS ROAD E TOWARD
 AY2085'THE HOOVER RANCH 2.5 MILES TO A BUMPER GATE.  GO THROUGH THE
 AY2085'GATE AND CONTINUE 0.5 MILE TO A TRACK ROAD LEFT.  TURN LEFT
 AY2085'AND FOLLOW THE TRACKS NNW 0.4 MILE TO A FENCE.  FROM HERE
 AY2085'THE STATION IS IN MAGNETIC BEARING 350 DEG.  PACK NNW TO
 AY2085'TOP OF RIDGE, THENCE N ALONG RIDGE TO HIGHEST POINT AND
 AY2085'STATION.  ABOUT 1-1/2 MILES, OR 45 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0984 ***********************************************************************
 CA0984  DESIGNATION -  HOOVER
 CA0984  PID         -  CA0984
 CA0984  STATE/COUNTY-  TX/HAMILTON
 CA0984  USGS QUAD   -  POTTSVILLE (1956)
 CA0984
 CA0984                         *CURRENT SURVEY CONTROL
 CA0984  ___________________________________________________________________
 CA0984* NAD 83(1993)-  31 42 29.57801(N)    098 19 56.40311(W)     ADJUSTED  
 CA0984* NAVD 88     -       460.3    (meters)    1510.     (feet)  VERTCON   
 CA0984  ___________________________________________________________________
 CA0984  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CA0984  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CA0984
 CA0984  HORZ ORDER  -  SECOND
 CA0984
 CA0984.The horizontal coordinates were established by classical geodetic methods
 CA0984.and adjusted by the National Geodetic Survey in February 1996..
 CA0984
 CA0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0984
 CA0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0984
 CA0984.The geoid height was determined by GEOID03.
 CA0984
 CA0984;                    North         East     Units Scale Factor Converg.
 CA0984;SPC TX C     - 3,228,028.991   889,658.769   MT  0.99995765   +1 01 50.3
 CA0984;SPC TX C     -10,590,625.11  2,918,822.14   sFT  0.99995765   +1 01 50.3
 CA0984;UTM  14      - 3,508,288.138   563,264.146   MT  0.99964936   +0 21 03.4
 CA0984
 CA0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0984!SPC TX C     -   0.99993188  x   0.99995765  =   0.99988953
 CA0984!UTM  14      -   0.99993188  x   0.99964936  =   0.99958126
 CA0984
 CA0984                          SUPERSEDED SURVEY CONTROL
 CA0984
 CA0984  NAD 83(1986)-  31 42 29.58685(N)    098 19 56.38440(W) AD(       ) 2
 CA0984  NAD 27      -  31 42 29.03305(N)    098 19 55.24486(W) AD(       ) 2
 CA0984  NGVD 29 (03/17/97)  460.2    (m)         1510.     (f) VERT ANG       
 CA0984
 CA0984.Superseded values are not recommended for survey control.
 CA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0984.See file dsdata.txt to determine how the superseded data were derived.
 CA0984
 CA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA6326408288(NAD 83)
 CA0984_MARKER: DS = TRIANGULATION STATION DISK
 CA0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0984+STABILITY: SURFACE MOTION
 CA0984
 CA0984  HISTORY     - Date     Condition        Report By
 CA0984  HISTORY     - 1955     MONUMENTED       USGS
 CA0984
 CA0984                          STATION DESCRIPTION
 CA0984
 CA0984'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0984'STATION IS LOCATED 2.5 MI. N. AND 0.5 MI. W. OF POTTSVILLE, ON THE
 CA0984'NORTHERN ONE AND HIGHEST POINT OF HOOVER KNOBS.
 CA0984'TO REACH FROM THE POST OFFICE IN POTTSVILLE, GO N. ON RD. (ABOUT 200
 CA0984'FT. W. OF POST OFFICE) FOR 0.4 MI. TO RD. FORK, TAKE LEFT FORK W. AND
 CA0984'GO 1.1 MI. TO T-RD.  CONTINUE ON N. FOR 1.3 MI. TO RD. FORKS, TAKE
 CA0984'RIGHT FORK E. AND GO 0.3 MI. TO TRACK RD. E., PASS THROUGH WOODEN GATE
 CA0984'AND GO E. ON TRACK RD. FOR 0.25 MI. TO S. SIDE OF KNOB, DRIVE N. UP
 CA0984'SIDE OF KNOB TO HIGHEST POINT AND STATION.
 CA0984'STATION MARK--A STANDARD TABLET STAMPED---HOOVER 1955---, SET IN TOP
 CA0984'OF A CONCRETE POST PROJECTING ABOUT 0.3 FT. ABOVE GROUND.
 CA0984'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0534 ***********************************************************************
 BO0534  DESIGNATION -  HOOVER
 BO0534  PID         -  BO0534
 BO0534  STATE/COUNTY-  TX/CROCKETT
 BO0534  USGS QUAD   -  PRINCE ALBERT DRAW (1970)
 BO0534
 BO0534                         *CURRENT SURVEY CONTROL
 BO0534  ___________________________________________________________________
 BO0534* NAD 83(1993)-  30 26 15.45237(N)    101 35 50.07414(W)     ADJUSTED  
 BO0534* NAVD 88     -       756.7    (meters)    2483.     (feet)  VERTCON   
 BO0534  ___________________________________________________________________
 BO0534  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BO0534  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 BO0534
 BO0534  HORZ ORDER  -  FIRST
 BO0534
 BO0534.The horizontal coordinates were established by classical geodetic methods
 BO0534.and adjusted by the National Geodetic Survey in February 1996..
 BO0534
 BO0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0534
 BO0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0534
 BO0534.The geoid height was determined by GEOID03.
 BO0534
 BO0534;                    North         East     Units Scale Factor Converg.
 BO0534;SPC TX C     - 3,086,155.207   578,599.832   MT  0.99992981   -0 39 03.6
 BO0534;SPC TX C     -10,125,160.87  1,898,289.62   sFT  0.99992981   -0 39 03.6
 BO0534;SPC TXSC     - 4,291,412.128   350,517.012   MT  1.00004822   -1 16 20.7
 BO0534;SPC TXSC     -14,079,407.96  1,149,987.90   sFT  1.00004822   -1 16 20.7
 BO0534;UTM  14      - 3,370,144.718   250,566.447   MT  1.00036762   -1 18 59.2
 BO0534
 BO0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0534!SPC TX C     -   0.99988490  x   0.99992981  =   0.99981472
 BO0534!SPC TXSC     -   0.99988490  x   1.00004822  =   0.99993312
 BO0534!UTM  14      -   0.99988490  x   1.00036762  =   1.00025248
 BO0534
 BO0534|---------------------------------------------------------------------|
 BO0534| PID    Reference Object                     Distance      Geod. Az  |
 BO0534|                                                           dddmmss.s |
 BO0534| CH9593 HOOVER RM 1                          87.000 METERS 05143     |
 BO0534| CH9594 HOOVER RM 2                          31.270 METERS 16520     |
 BO0534| BO0535 MITCHELL                            APPROX.12.4 KM 1862414.3 |
 BO0534|---------------------------------------------------------------------|
 BO0534
 BO0534                          SUPERSEDED SURVEY CONTROL
 BO0534
 BO0534  NAD 83(1986)-  30 26 15.45867(N)    101 35 50.07838(W) AD(       ) 1
 BO0534  NAD 27      -  30 26 14.81200(N)    101 35 48.65000(W) AD(       ) 1
 BO0534  NGVD 29 (07/19/86)  756.5    (m)         2482.     (f) VERT ANG       
 BO0534
 BO0534.Superseded values are not recommended for survey control.
 BO0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0534.See file dsdata.txt to determine how the superseded data were derived.
 BO0534
 BO0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU5056670145(NAD 83)
 BO0534_MARKER: DS = TRIANGULATION STATION DISK
 BO0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0534
 BO0534  HISTORY     - Date     Condition        Report By
 BO0534  HISTORY     - 1932     MONUMENTED       CGS
 BO0534  HISTORY     - 1967     GOOD             CGS
 BO0534
 BO0534                          STATION DESCRIPTION
 BO0534
 BO0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 BO0534'THIRTY MILES, AIR LINE, SW OF OZONA, ON THE HOOVER ESTATE,
 BO0534'0.6 MILE N OF THE RANCH HOUSE OCCUPIED BY GEORGE MONTGOMERY,
 BO0534'8 FEET E OF N-S FENCE AND TELEPHONE LINES, IN A ROCKY SHEEP
 BO0534'PASTURE THICKLY OVERGROWN WITH SCRUB CEDAR, MESQUITE AND CACTUS.
 BO0534'
 BO0534'SURFACE, AND UNDERGROUND MARKS, AND REFERENCE MARK NO. 2 ARE
 BO0534'STANDARD BRONZE DISKS SET IN CONCRETE.
 BO0534'
 BO0534'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A
 BO0534'DRILL HOLE IN OUTCROPPING BEDROCK, 82 METERS (269 FEET) E
 BO0534'OF FENCE LINE, AND 87 METERS (285 FEET) (PACED) FROM
 BO0534'STATION, N 51 DEG 43 MIN E.
 BO0534'
 BO0534'REFERENCE MARK NO. 2 IS 6 METERS (20 FEET) E OF FENCE LINE,
 BO0534'AND 31.27 METERS (102.6 FEET) FROM STATION, S 14 DEG 40 MIN E.
 BO0534'
 BO0534'BEARING FROM STATION OF TIP OF WINDMILL (WOODEN) AT MONTGOMERYS
 BO0534'RANCH, DISTANT 0.5 MILE, S 01 DEG 56 MIN E.  STATION
 BO0534'MITCHELL CAN BE SEEN BY ERECTING A STAND.
 BO0534'
 BO0534'TO REACH THE STATION FROM OZONA, GO W ON THE OLD SPANISH
 BO0534'TRAIL HIGHWAY (U.S. HIGHWAY 290) FROM S END OF MAIN STREET
 BO0534'26.4 MILES TO A WELL-TRAVELED ROAD LEADING S THROUGH A BOARD
 BO0534'GATE.  GO THROUGH GATE AND FOLLOW MAIN ROAD THROUGH PASTURE
 BO0534'7.5 MILES TO THE PERNER RANCH HOUSE.  FROM RANCH HOUSE FOLLOW
 BO0534'ROAD DOWN RIDGE TO SOUTHWARD 1.4 MILES TO A WIRE GATE JUST
 BO0534'E OF A BOARD GATE.  GO THROUGH WIRE GATE AND ON 0.5 MILE
 BO0534'TO PIPE LINE.  CROSS ROAD ALONG ALONG PIPE LINE AND CONTINUE
 BO0534'ALONG ROAD DOWN RIDGE TO A WIRE GATE.  PASS THROUGH GATE
 BO0534'AND GO 0.25 MILE TO WHERE RIGHT FORK OF RIDGE ROAD COMES
 BO0534'IN.  KEEP STRAIGHT AHEAD TO S AND FOLLOW MAIN ROAD DOWN
 BO0534'RIDGE 10.0 MILES TO GATE LEADING INTO MONTGOMERYS HOUSE,
 BO0534'KEEPING STRAIGHT AHEAD AT ALL FORKS.  AT THIS GATE TURN BACK
 BO0534'SHARPLY TO THE RIGHT AND GO N ALONG THE E SIDE OF THE FENCE
 BO0534'0.6 MILE TO THE STATION.  MONTGOMERYS HOUSE IS THE FIRST
 BO0534'ONE ALONG THE RIDGE ROAD S OF PERNERS.
 BO0534
 BO0534                          STATION RECOVERY (1967)
 BO0534
 BO0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RTP)
 BO0534'STATION RECOVERED IN EXCELLENT CONDITION.
 BO0534'
 BO0534'TO REACH IS AS FOLLOWS--PROCEED FROM GULF SERVICE STATION IN
 BO0534'SHEFFIELD 15.6 MILES E ON 290, S ON UNNUMBERED PAVED ROAD
 BO0534'FOR 20.2 MILES, W SIDE OF ROAD.  REFERENCE MARK 2 IS INTACT,
 BO0534'COVERED BY LARGE SPANISH DAGGER.  REFERENCE MARK 1 DESTROYED
 BO0534'BY CALICHE PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2033 ***********************************************************************
 FL2033  DESIGNATION -  HOOVER
 FL2033  PID         -  FL2033
 FL2033  STATE/COUNTY-  TX/GRAY
 FL2033  USGS QUAD   -  HOOVER (1967)
 FL2033
 FL2033                         *CURRENT SURVEY CONTROL
 FL2033  ___________________________________________________________________
 FL2033* NAD 83(1993)-  35 34 38.32398(N)    100 47 03.66757(W)     ADJUSTED  
 FL2033* NAVD 88     -       957.     (meters)    3140.     (feet)  SCALED    
 FL2033  ___________________________________________________________________
 FL2033  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FL2033  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL2033
 FL2033  HORZ ORDER  -  THIRD
 FL2033
 FL2033.The horizontal coordinates were established by classical geodetic methods
 FL2033.and adjusted by the National Geodetic Survey in February 1996..
 FL2033
 FL2033.The orthometric height was scaled from a topographic map.
 FL2033
 FL2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2033
 FL2033.The geoid height was determined by GEOID03.
 FL2033
 FL2033;                    North         East     Units Scale Factor Converg.
 FL2033;SPC TX N     - 1,175,216.965   264,861.925   MT  0.99991473   +0 24 53.1
 FL2033;SPC TX N     - 3,855,690.99    868,967.83   sFT  0.99991473   +0 24 53.1
 FL2033;UTM  14      - 3,938,532.879   338,318.273   MT  0.99992214   -1 02 18.1
 FL2033
 FL2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2033!SPC TX N     -   0.99985391  x   0.99991473  =   0.99976866
 FL2033!UTM  14      -   0.99985391  x   0.99992214  =   0.99977606
 FL2033
 FL2033|---------------------------------------------------------------------|
 FL2033| PID    Reference Object                     Distance      Geod. Az  |
 FL2033|                                                           dddmmss.s |
 FL2033| CK9901 HOOVER RM 1                          28.827 METERS 05702     |
 FL2033| CK9900 HOOVER AZ MK                                       2364901.8 |
 FL2033| CK9902 HOOVER RM 2                          20.242 METERS 27841     |
 FL2033|---------------------------------------------------------------------|
 FL2033
 FL2033                          SUPERSEDED SURVEY CONTROL
 FL2033
 FL2033  NAD 83(1993)-  35 34 38.32517(N)    100 47 03.66659(W) AD(       ) 3
 FL2033  NAD 83(1986)-  35 34 38.32934(N)    100 47 03.65670(W) AD(       ) 3
 FL2033  NAD 27      -  35 34 38.16800(N)    100 47 02.14500(W) AD(       ) 3
 FL2033
 FL2033.Superseded values are not recommended for survey control.
 FL2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2033.See file dsdata.txt to determine how the superseded data were derived.
 FL2033
 FL2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE3831838533(NAD 83)
 FL2033_MARKER: DS = TRIANGULATION STATION DISK
 FL2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2033
 FL2033  HISTORY     - Date     Condition        Report By
 FL2033  HISTORY     - 1951     MONUMENTED       CGS
 FL2033  HISTORY     - 1956     GOOD             CGS
 FL2033  HISTORY     - 1961     GOOD             CGS
 FL2033
 FL2033                          STATION DESCRIPTION
 FL2033
 FL2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2033'THE STATION IS ABOUT 10.0 MILES AIR LINE EAST-NORTHEAST OF PAMPA,
 FL2033'AND 3 MILES SOUTH OF THE GRAY-ROBERTS COUNTY LINE.  IT IS ON THE
 FL2033'NORTHWEST RIGHT OF WAY OF U.S. HIGHWAY 60, ABOUT 100 FEET WEST OF
 FL2033'THE CENTER OF A CROSSROAD.  51 FEET NORTHWEST OF THE CENTER LINE
 FL2033'OF U.S. HIGHWAY 60.  33 FEET NORTHWEST OF A CONCRETE CULVERT.
 FL2033'30 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD.  AND 10 FEET
 FL2033'SOUTH OF A WHITE WITNESS POST.  THE STATION MARK IS STAMPED
 FL2033'HOOVER 1951, AND PROJECTS 4 INCHES.
 FL2033'
 FL2033'REFERENCE MARK NO. 1 IS STAMPED HOOVER NO 1 1951, AND PROJECTS
 FL2033'4 INCHES.  IT IS 55 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 FL2033'HIGHWAY 60.
 FL2033'
 FL2033'REFERENCE MARK NO. 2 IS STAMPED HOOVER NO 2 1951, AND PROJECTS
 FL2033'4 INCHES.  IT IS 20 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD.
 FL2033'
 FL2033'THE AZIMUTH MARK IS STAMPED HOOVER 1951, AND PROJECTS 2 INCHES.
 FL2033'IT IS ON THE SOUTHEAST RIGHT OF WAY OF U.S. HIGHWAY 60.  49 FEET
 FL2033'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 60.  2 FEET
 FL2033'EAST OF A WHITE WITNESS POST.  AND 1 FOOT NORTH OF A FENCE
 FL2033'LINE.
 FL2033'
 FL2033'TO REACH FROM PAMPA, GO NORTHEASTERLY ON U.S. HIGHWAY 60 FOR
 FL2033'7.0 MILES TO THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 FL2033'152.  CONTINUE NORTH EAST ON U.S. HIGHWAY 60 FOR 3.5 MILES TO THE
 FL2033'AZIMUTH MARK ON RIGHT.  CONTINUE ON U.S. HIGHWAY 60 FOR 0.35
 FL2033'MILE TO A CROSSROAD AND STATION SITE ON THE LEFT.
 FL2033
 FL2033                          STATION RECOVERY (1956)
 FL2033
 FL2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (KMB)
 FL2033'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FL2033'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FL2033'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FL2033
 FL2033                          STATION RECOVERY (1961)
 FL2033
 FL2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CB)
 FL2033'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL2033'
 FL2033'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2603 ***********************************************************************
 AX2603  DESIGNATION -  HOPE
 AX2603  PID         -  AX2603
 AX2603  STATE/COUNTY-  TX/LAVACA
 AX2603  USGS QUAD   -  SWEET HOME (1987)
 AX2603
 AX2603                         *CURRENT SURVEY CONTROL
 AX2603  ___________________________________________________________________
 AX2603* NAD 83(1993)-  29 17 11.89131(N)    097 05 12.40915(W)     ADJUSTED  
 AX2603* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 AX2603  ___________________________________________________________________
 AX2603  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AX2603  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX2603
 AX2603  HORZ ORDER  -  FIRST
 AX2603
 AX2603.The horizontal coordinates were established by classical geodetic methods
 AX2603.and adjusted by the National Geodetic Survey in February 1996..
 AX2603
 AX2603.The orthometric height was scaled from a topographic map.
 AX2603
 AX2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2603
 AX2603.The geoid height was determined by GEOID03.
 AX2603
 AX2603;                    North         East     Units Scale Factor Converg.
 AX2603;SPC TXSC     - 4,162,584.751   785,871.748   MT  0.99986360   +0 56 14.3
 AX2603;SPC TXSC     -13,656,746.80  2,578,314.23   sFT  0.99986360   +0 56 14.3
 AX2603;UTM  14      - 3,241,261.411   685,849.176   MT  1.00002622   +0 56 10.2
 AX2603
 AX2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2603!SPC TXSC     -   0.99998967  x   0.99986360  =   0.99985327
 AX2603!UTM  14      -   0.99998967  x   1.00002622  =   1.00001589
 AX2603
 AX2603|---------------------------------------------------------------------|
 AX2603| PID    Reference Object                     Distance      Geod. Az  |
 AX2603|                                                           dddmmss.s |
 AX2603| CV5216 HOPE RM 1                            31.020 METERS 00218     |
 AX2603| AX2601 SWEET HOME CATH CH SPIRE            APPROX. 6.4 KM 0152052.1 |
 AX2603| AX2753 KOERTH CATHOLIC CHURCH SPIRE        APPROX. 9.0 KM 0730319.6 |
 AX2603| CV5217 HOPE RM 2                            45.053 METERS 10946     |
 AX2603| CV5215 HOPE AZ MK                                         1805059.6 |
 AX2603| AX2606 YOAKUM WATER PLANT STACK            APPROX. 6.4 KM 2685229.7 |
 AX2603| AX2607 YOAKUM ST JOSEPHS CH CUPOLA         APPROX. 5.5 KM 2735857.2 |
 AX2603| AX2605 YOAKUM SOU PACIFIC RR SPIPE         APPROX. 6.1 KM 2765528.2 |
 AX2603|---------------------------------------------------------------------|
 AX2603
 AX2603                          SUPERSEDED SURVEY CONTROL
 AX2603
 AX2603  NAD 83(1986)-  29 17 11.90247(N)    097 05 12.39958(W) AD(       ) 1
 AX2603  NAD 27      -  29 17 11.01200(N)    097 05 11.45300(W) AD(       ) 1
 AX2603
 AX2603.Superseded values are not recommended for survey control.
 AX2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2603.See file dsdata.txt to determine how the superseded data were derived.
 AX2603
 AX2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT8584941261(NAD 83)
 AX2603_MARKER: DS = TRIANGULATION STATION DISK
 AX2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2603
 AX2603  HISTORY     - Date     Condition        Report By
 AX2603  HISTORY     - 1943     MONUMENTED       CGS
 AX2603  HISTORY     - 1963     GOOD             CGS
 AX2603  HISTORY     - 1964     GOOD             CGS
 AX2603
 AX2603                          STATION DESCRIPTION
 AX2603
 AX2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2603'STATION IS ABOUT 3-1/2 MILES E OF YOAKUM, ABOUT 4 MILES WSW
 AX2603'OF SWEET HOME AND ABOUT 7 MILES NW OF HOPE, ON LAND OWNED BY
 AX2603'AUGUST GOLDBECK.  IT IS 0.15 MILE S OF FARMHOUSE, 15 FEET W
 AX2603'OF LANE AND 1 FOOT E OF A N-S FENCE LINE ON THE W SIDE OF A
 AX2603'LARGE PASTURE FIELD.
 AX2603'
 AX2603'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2603'DISKS SET IN CONCRETE.
 AX2603'
 AX2603'REFERENCE MARK NO. 1 IS N OF STATION, 5 FEET W OF LANE AND 1
 AX2603'FOOT E OF N-S FENCE LINE.  MARK IS STAMPED HOPE NO. 1, 1943
 AX2603'AND PROJECTS 3 INCHES.
 AX2603'
 AX2603'REFERENCE MARK NO. 2 IS SE OF STATION, AND 10 FEET NW OF A
 AX2603'CLUMP OF SCRUB MESQUITE TREES.  MARK IS STAMPED HOPE NO. 2,
 AX2603'1943 AND PROJECTS 6 INCHES.
 AX2603'
 AX2603'AZIMUTH MARK IS 0.2 MILE SSW OF STATION, 50 FEET E OF TWO GATES
 AX2603'AND SAND ROAD 2 FEET N OF E-W FENCE LINE ON THE S SIDE OF FARM
 AX2603'LANE.  MARK IS STAMPED HOPE 1943 AND PROJECTS 6 INCHES.  TO
 AX2603'REACH FROM STATION FOLLOW FARM LANE S FOR 0.2 MILE TO GATE,
 AX2603'TURN RIGHT THROUGH GATE AND GO W FOR 0.05 MILE TO STATION
 AX2603'ON LEFT.
 AX2603'
 AX2603'TO REACH THE STATION FROM THE POST OFFICE IN YOAKUM GO E ON
 AX2603'NELSON STREET FOR 0.1 MILE TO RAILROAD CROSSING, CROSS TRACKS
 AX2603'AND CONTINUE S ON E GONZALES STREET FOR 0.35 MILE TO HUBBARD
 AX2603'STREET, TURN LEFT ON HUBBARD AND GO ONE BLOCK (0.05 MILE)
 AX2603'TO COKE STREET, TURN RIGHT ON COKE STREET AND GO 0.55 MILE TO
 AX2603'T-ROAD INTERSECTION.  TURN LEFT AND FOLLOW PAVED AND GRAVEL
 AX2603'ROAD FOR 1.55 MILE TO A LARGE RED, WHITE, AND BLUE HOUSE ON
 AX2603'RIGHT AND CROSSROADS.  TURN RIGHT AND FOLLOW WINDING SAND ROAD
 AX2603'0.7 MILE TO A T-ROAD, TURN LEFT AND FOLLOW 0.85 MILE TO
 AX2603'ANOTHER T-ROAD.  TURN LEFT AND FOLLOW ROAD FOR 1.3 MILES TO
 AX2603'TWO GATES AND TWO FARM LANES ON LEFT, GO THROUGH LEFT GATE
 AX2603'AND FOLLOW ALONG LEFT SIDE OF FENCE FOR 0.1 MILE TO
 AX2603'ANOTHER GATE, GO THROUGH GATE AND FOLLOW FARM LANE NORTHWARD FOR
 AX2603'0.2 MILE TO STATION ON LEFT.
 AX2603'
 AX2603'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 AX2603'
 AX2603'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX2603
 AX2603                          STATION RECOVERY (1963)
 AX2603
 AX2603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2603'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 AX2603'RECOVERED IN GOOD CONDITION AS DESCRIBED.  AT THE INTERSECTION
 AX2603'OF S.H. 111 AND BUS ROUTE 77 IN YOAKUM, GO SE ON S.H. 111,
 AX2603'4 MILES TO GRAVEL ROAD LEFT.  TURN LEFT (NORTHEAST) AND FOLLOW
 AX2603'GRAVEL ROAD 1.55 MILES TO CROSSROAD.  TURN LEFT (NORTHWEST)
 AX2603'ON CROSSROAD AND GO 0.48 MILES TO LANE RIGHT WITH LOCKED GATE.
 AX2603'STATION IS ON LANE AS DESCRIBED.
 AX2603
 AX2603                          STATION RECOVERY (1964)
 AX2603
 AX2603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (SEU)
 AX2603'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 AX2603'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 AX2603'STATION WAS FOUND TO BE AS DESCRIBED IN THE ORIGINAL DESCRIPTION
 AX2603'EXCEPT FOR SLIGHT CHANGES AT THE STATION SITE, AND THE TO REACH.
 AX2603'THE LANE AS MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW THE
 AX2603'PRIVATE ROAD LEADING TO THE FARM HOUSE.  THE FENCE LINE THAT
 AX2603'WAS 1 FOOT WEST OF THE STATION IS NOW ABOUT 30 FEET EAST OF THE
 AX2603'STATION MARK.  THE STATION IS ABOUT 50 YARDS NORTH OF THE
 AX2603'NORTH END OF A BRUSH LINE, 20 FEET WEST OF THE CENTER OF THE
 AX2603'PRIVATE ROAD, AT THE EAST EDGE OF A CULTIVATED FIELD.
 AX2603'REFERENCE MARK NO. 1, IS NORTH OF THE STATION, AT THE EAST
 AX2603'EDGE OF THE CULTIVATED FIELD.  REFERENCE MARK NO. 2, IS EAST OF
 AX2603'THE PRIVATE ROAD, SOUTHEAST OF THE STATION, IN A DENSE
 AX2603'GROWTH OF MESQUITE TREES.  THE AZIMUTH MARK IS 75 FEET
 AX2603'NORTHEAST OF THE GATE ENTRANCE ONTO THE PRIVATE ROAD, AND
 AX2603'1 FOOT NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE LINE.
 AX2603'
 AX2603'TO REACH FROM THE 4-WAY STOP SIGN AT THE JUNCTION OF BUSINESS
 AX2603'U.S. HIGHWAY 77 AND STATE HIGHWAY 111 IN YOAKUM, GO SOUTH
 AX2603'ON THE HIGHWAYS 0.15 MILE TO A SIDE STREET AND STATE HIGHWAY 111
 AX2603'TURNS LEFT, GO SOUTHEAST ON STATE HIGHWAY 111 FOR 3.85 MILES
 AX2603'TO A GRAVELED SIDE ROAD ON THE LEFT, TURN LEFT AND FOLLOW THE
 AX2603'GRAVELED ROAD, NORTHEAST, FOR 1.6 MILES TO A CROSSROAD.  TURN
 AX2603'LEFT, GO NORTHWEST ON THE GRADED ROAD FOR 0.5 MILE TO THE
 AX2603'LOCKED GATE ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 AX2603'(OBTAIN KEY FOR LOCKED GATE AT THE FARMHOUSE ABOUT 1/2 MILE
 AX2603'NORTH.) PASS THROUGH GATE AND FOLLOW THE PRIVATE ROAD ABOUT
 AX2603'0.3 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2909 ***********************************************************************
 CS2909  DESIGNATION -  HOPE
 CS2909  PID         -  CS2909
 CS2909  STATE/COUNTY-  TX/TARRANT
 CS2909  USGS QUAD   -  COLLEYVILLE (1981)
 CS2909
 CS2909                         *CURRENT SURVEY CONTROL
 CS2909  ___________________________________________________________________
 CS2909* NAD 83(1993)-  32 53 32.56065(N)    097 08 50.30347(W)     ADJUSTED  
 CS2909* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 CS2909  ___________________________________________________________________
 CS2909  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 CS2909  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CS2909
 CS2909  HORZ ORDER  -  SECOND
 CS2909
 CS2909.The horizontal coordinates were established by classical geodetic methods
 CS2909.and adjusted by the National Geodetic Survey in February 1996..
 CS2909
 CS2909.The orthometric height was scaled from a topographic map.
 CS2909
 CS2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2909
 CS2909.The geoid height was determined by GEOID03.
 CS2909
 CS2909;                    North         East     Units Scale Factor Converg.
 CS2909;SPC TXNC     - 2,136,733.475   726,547.673   MT  0.99987646   +0 44 15.9
 CS2909;SPC TXNC     - 7,010,266.41  2,383,681.82   sFT  0.99987646   +0 44 15.9
 CS2909;UTM  14      - 3,640,877.917   673,293.204   MT  0.99997029   +1 00 23.0
 CS2909
 CS2909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2909!SPC TXNC     -   0.99997337  x   0.99987646  =   0.99984983
 CS2909!UTM  14      -   0.99997337  x   0.99997029  =   0.99994366
 CS2909
 CS2909:                Primary Azimuth Mark                     Grid Az
 CS2909:SPC TXNC     -  VINE                                     009 41 23.1
 CS2909:UTM  14      -  VINE                                     009 25 16.0
 CS2909
 CS2909|---------------------------------------------------------------------|
 CS2909| PID    Reference Object                     Distance      Geod. Az  |
 CS2909|                                                           dddmmss.s |
 CS2909| CS2908 VINE                                APPROX. 6.6 KM 0102539.0 |
 CS2909| CX9959 HOPE AZ MK                                         0234623.1 |
 CS2909| CX9962 HOPE RM 3                            18.120 METERS 08019     |
 CS2909| CX9960 HOPE RM 1                            56.848 METERS 24308     |
 CS2909| CX9961 HOPE RM 2                            34.671 METERS 32843     |
 CS2909|---------------------------------------------------------------------|
 CS2909
 CS2909                          SUPERSEDED SURVEY CONTROL
 CS2909
 CS2909  NAD 83(1993)-  32 53 32.56347(N)    097 08 50.28822(W) AD(       ) 2
 CS2909  NAD 83(1986)-  32 53 32.56542(N)    097 08 50.28716(W) AD(       ) 2
 CS2909  NAD 27      -  32 53 32.11300(N)    097 08 49.24400(W) AD(       ) 2
 CS2909
 CS2909.Superseded values are not recommended for survey control.
 CS2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2909.See file dsdata.txt to determine how the superseded data were derived.
 CS2909
 CS2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7329340878(NAD 83)
 CS2909_MARKER: DS = TRIANGULATION STATION DISK
 CS2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2909
 CS2909  HISTORY     - Date     Condition        Report By
 CS2909  HISTORY     - 1947     MONUMENTED       CGS
 CS2909  HISTORY     - 1950     GOOD             CGS
 CS2909  HISTORY     - 1958     GOOD             CGS
 CS2909  HISTORY     - 1960     GOOD             CGS
 CS2909  HISTORY     - 1960     GOOD             CGS
 CS2909  HISTORY     - 1962     GOOD             CGS
 CS2909  HISTORY     - 1969     GOOD             TXHD
 CS2909  HISTORY     - 1980     GOOD             LOCSUR
 CS2909  HISTORY     - 20020620 MARK NOT FOUND   INDIV
 CS2909
 CS2909                          STATION DESCRIPTION
 CS2909
 CS2909'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2909'STATION IS LOCATED 9.4 MILES NORTHEAST OF THE JUNCTION OF U.S.
 CS2909'HIGHWAY NO. 377, STATE RT. NO. 183 AND STATE RT. NO. 121 IN
 CS2909'HALTOM CITY, ON STATE RT. NO. 121.  THE STATION IS APPROXIMATELY
 CS2909'35 PACES EAST OF CENTERLINE OF RT. 121, 49 FEET SOUTH OF
 CS2909'CENTERLINE OF SIDE ROAD EAST, 18 FEET SOUTH OF AN EAST-WEST
 CS2909'FENCELINE AND WITNESS POST AND 40 FEET NORTH OF AN OLD ROADBED
 CS2909'IN A PASTURE.
 CS2909'
 CS2909'REFERENCE MARK NO. 1 IS 186.51 FEET SOUTHWEST OF THE STATION
 CS2909'IN A FENCELINE PARALLELING THE HIGHWAY, 50 FEET EAST OF
 CS2909'CENTERLINE OF HIGHWAY AND 40 FEET NORTHEAST OF AN OLD ROADBED.
 CS2909'THE MARK PROJECTS 4 INCHES AND IS STAMPED HOPE NO 1 1947.
 CS2909'
 CS2909'REFERENCE MARK NO. 2 IS 113.75 FEET NORTHWEST OF THE STATION,
 CS2909'55 FEET EAST OF CENTERLINE OF HIGHWAY NO. 121, 68 FEET SOUTHWEST
 CS2909'OF THE SOUTHWEST CORNER OF A FARMHOUSE, 50 FEET NORTH OF
 CS2909'CENTERLINE OF AN EAST-WEST ROAD AND 4 FEET SOUTH OF A POWER
 CS2909'POLE.  THE MARK PROJECTS 3 INCHES AND IS STAMPED HOPE NO 2
 CS2909'1947.
 CS2909'
 CS2909'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHEAST OF THE
 CS2909'STATION ON THE WEST SIDE OF HIGHWAY NO. 121, IN A FENCELINE,
 CS2909'49 FEET NORTHWEST OF CENTERLINE OF HIGHWAY AND 8 FEET SOUTH
 CS2909'OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND IS STAMPED
 CS2909'HOPE 1947.
 CS2909'
 CS2909'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 CS2909'377, STATE RT. NO. 183 AND 121, GO NORTHEAST ON STATE RT.
 CS2909'NO. 121 FOR 9.4 MILES TO A T-ROAD EAST.  THE STATION IS 35
 CS2909'PACES RIGHT.  THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE
 CS2909'NORTHEAST OF STATION ON THE LEFT SIDE OF THE HIGHWAY.
 CS2909'
 CS2909'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2909
 CS2909                          STATION RECOVERY (1950)
 CS2909
 CS2909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (BHR)
 CS2909'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS2909'DESCRIBED.  THE STATION IS 0.8 MILE NORTHEAST OF THE CROSSROADS
 CS2909'VILLAGE OF COLLEYVILLE.  THE AZIMUTH MARK IS 65 YARDS NORTHEAST
 CS2909'OF A CONCRETE ROADWAY WHICH CROSSES THE WEST GUTTER OF THE
 CS2909'HIGHWAY.
 CS2909
 CS2909                          STATION RECOVERY (1958)
 CS2909
 CS2909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 CS2909'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED.  THE
 CS2909'AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 CS2909
 CS2909                          STATION RECOVERY (1960)
 CS2909
 CS2909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 CS2909'THE STATION WAS RECOVERED AS DESCRIBED, AND WAS FOUND TO BE
 CS2909'IN GOOD CONDITION.  THE REFERENCE MARKS AND AZIMUTH MARK NOT
 CS2909'SEARCHED FOR.
 CS2909
 CS2909                          STATION RECOVERY (1960)
 CS2909
 CS2909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2909'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2909'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2909'TO STATION SITE ARE CORRECT.
 CS2909
 CS2909                          STATION RECOVERY (1962)
 CS2909
 CS2909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS2909'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS2909'MARK WERE RECOVERED IN GOOD CONDITION.  A NEW REFERENCE MARK
 CS2909'NO. 3 WAS SET.  REFERENCE MARK NO. 2 WAS DESTROYED AT THE
 CS2909'REQUEST OF THE MANAGER OF THE BLUE BONNET HILLS CEMETERY AT
 CS2909'COLLEYVILLE TO CLEAR FOR A BUILDING.
 CS2909'
 CS2909'A NEW DESCRIPTION FOLLOWS--THE STATION IS ABOUT 9 MILES
 CS2909'NORTHEAST OF HALTOM CITY, 4 MILES SOUTHWEST OF GRAPEVINE,
 CS2909'AND 1 MILE NORTH OF COLLEYVILLE, AT THE EAST SIDE OF STATE
 CS2909'ROUTE 121, AND ON LAND OWNED BY MRS. GARRETT.
 CS2909'
 CS2909'TO REACH THE STATION FROM THE CITY FIRE STATION IN COLLEYVILLE,
 CS2909'GO NORTHEAST ON STATE HIGHWAY 121 FOR 0.9 MILE TO THE STATION
 CS2909'ON THE RIGHT.
 CS2909'
 CS2909'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 CS2909'HIGHWAY 121 FOR 0.4 MILE TO MARK ON THE LEFT.
 CS2909'
 CS2909'STATION MARK, A STANDARD DISK STAMPED HOPE 1947, IS SET IN
 CS2909'A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CS2909'GROUND.  IT IS 166 FEET EAST OF THE CENTER LINE OF HIGHWAY
 CS2909'121, 110 FEET EAST OF A CORNER FENCE POST, 60 FEET WEST-SOUTHWEST
 CS2909'OF A METAL WITNESS POST, 43 FEET SOUTH OF THE CENTER OF
 CS2909'HALL-JOHNSON ROAD, 40 FEET NORTHWEST OF THE NORTH BANK OF
 CS2909'A DITCH, AND 18 FEET SOUTH OF A FENCE.
 CS2909'
 CS2909'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOPE NO 1 1947,
 CS2909'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6
 CS2909'INCHES.  IT IS 143 FEET SOUTH OF THE JUNCTION OF HALL-JOHNSON
 CS2909'ROAD AND STATE HIGHWAY 121, 117 FEET SOUTH OF THE CORNER
 CS2909'FENCE POST, 50 FEET EAST OF THE CENTER LINE OF HIGHWAY 121,
 CS2909'AND 43 FEET NORTH OF A POWER POLE.
 CS2909'
 CS2909'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HOPE NO 3 1947,
 CS2909'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 6
 CS2909'INCHES.  IT IS 225 FEET EAST OF THE CENTER LINE OF HIGHWAY
 CS2909'121, 34 FEET SOUTH OF THE HALL-JOHNSON ROAD, AND 8 FEET SOUTH
 CS2909'OF A METAL WITNESS POST.
 CS2909'
 CS2909'AZIMUTH MARK, A STANDARD DISK STAMPED HOPE 1947, IS SET IN
 CS2909'A 12 IN X 12 IN CONCRETE POST WHICH IS 2 INCHES BELOW THE
 CS2909'SURFACE OF THE GROUND.  IT IS 72 FEET NORTH OF A TELEPHONE
 CS2909'POLE, 60 FEET SOUTH OF A PRIVATE DRIVEWAY, 49 FEET WEST OF
 CS2909'THE CENTER LINE OF HIGHWAY 121, AND 1 FOOT SOUTH OF A METAL
 CS2909'WITNESS POST.
 CS2909
 CS2909                          STATION RECOVERY (1969)
 CS2909
 CS2909'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1969 (SSG)
 CS2909'HOPE-GOOD.  - BUILDING HAS BEEN CONSTRUCTED BETWEEN STATION
 CS2909'AND AZIMUTH.  AZIMUTH NEEDS TO BE RELOCATED.
 CS2909
 CS2909                          STATION RECOVERY (1980)
 CS2909
 CS2909'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS2909'HOPE 1947 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS2909'
 CS2909'RM NO. 1 AND RM NO. 3 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS2909'
 CS2909'AZI MK BLDG BUILT BETWEEN STA AND AZI - AZI MK AT TOP OF CUT DITCH
 CS2909'DETORIATING RAPIDLY.
 CS2909'
 CS2909'DISTANCE AND DIRECTION FROM NEAREST TOWN--COLLEYVILLE.
 CS2909
 CS2909                          STATION RECOVERY (2002)
 CS2909
 CS2909'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS2909'STATION MARK NOT FOUND.  RM NO 1 FOUND GOOD CONDITION N32 53.528 W097
 CS2909'08.869 GPS WGS84.  RM NO 3 NOT FOUND.  AZ NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1044 ***********************************************************************
 CD1044  DESIGNATION -  HOPE
 CD1044  PID         -  CD1044
 CD1044  STATE/COUNTY-  TX/HUDSPETH
 CD1044  USGS QUAD   -  LASCA (1979)
 CD1044
 CD1044                         *CURRENT SURVEY CONTROL
 CD1044  ___________________________________________________________________
 CD1044* NAD 83(1993)-  31 14 45.31449(N)    105 29 52.17435(W)     ADJUSTED  
 CD1044* NAVD 88     -      1331.     (meters)    4367.     (feet)  SCALED    
 CD1044  ___________________________________________________________________
 CD1044  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 CD1044  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CD1044
 CD1044  HORZ ORDER  -  THIRD
 CD1044
 CD1044.The horizontal coordinates were established by classical geodetic methods
 CD1044.and adjusted by the National Geodetic Survey in February 1996..
 CD1044
 CD1044.The orthometric height was scaled from a topographic map.
 CD1044
 CD1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1044
 CD1044.The geoid height was determined by GEOID03.
 CD1044
 CD1044;                    North         East     Units Scale Factor Converg.
 CD1044;SPC TX C     - 3,186,485.674   208,269.623   MT  0.99989081   -2 39 36.1
 CD1044;SPC TX C     -10,454,328.42    683,297.92   sFT  0.99989081   -2 39 36.1
 CD1044;UTM  13      - 3,456,963.467   452,596.616   MT  0.99962772   -0 15 29.6
 CD1044
 CD1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1044!SPC TX C     -   0.99979475  x   0.99989081  =   0.99968558
 CD1044!UTM  13      -   0.99979475  x   0.99962772  =   0.99942255
 CD1044
 CD1044:                Primary Azimuth Mark                     Grid Az
 CD1044:SPC TX C     -  MALONE                                   258 30 15.3
 CD1044:UTM  13      -  MALONE                                   256 06 08.8
 CD1044
 CD1044|---------------------------------------------------------------------|
 CD1044| PID    Reference Object                     Distance      Geod. Az  |
 CD1044|                                                           dddmmss.s |
 CD1044| CD1063 MALONE                              APPROX. 4.9 KM 2555039.2 |
 CD1044|---------------------------------------------------------------------|
 CD1044
 CD1044                          SUPERSEDED SURVEY CONTROL
 CD1044
 CD1044  NAD 83(1986)-  31 14 45.32373(N)    105 29 52.16620(W) AD(       ) 3
 CD1044  NAD 27      -  31 14 44.87209(N)    105 29 50.31666(W) AD(       ) 3
 CD1044
 CD1044.Superseded values are not recommended for survey control.
 CD1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1044.See file dsdata.txt to determine how the superseded data were derived.
 CD1044
 CD1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ5259756963(NAD 83)
 CD1044_MARKER: DD = SURVEY DISK
 CD1044_SETTING: 0 = UNSPECIFIED SETTING
 CD1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD1044
 CD1044  HISTORY     - Date     Condition        Report By
 CD1044  HISTORY     - 1945     MONUMENTED       USGS
 CD1044
 CD1044                          STATION DESCRIPTION
 CD1044
 CD1044'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CD1044'SIERRA BLANCA, 8.5 MI. W. OF, ALONG U.S. HIGHWAY 80 TO JUNCTION WITH
 CD1044'ROAD NW TO FINLEY, THENCE N AND W. ALONG FINLEY ROAD, 2.65 MI. TO
 CD1044'DIM TRACK ROAD N, THENCE N. ALONG DIM TRACK ROAD 0.1 MI. TO STATION
 CD1044'SITE.  STATION IS 100 FT. S. FROM CENTER OF DIM TRACK ROAD, 84 FT. W.
 CD1044'FROM CENTER OF A DIM TRACK ROAD, 320 FT. S. FROM TELEPHONE POLE NO.
 CD1044'22764.  STATION IS ON N. SLOPE FROM HEIGHT OF LAND.
 CD1044'
 CD1044'STATION MARK--A STANDARD TABLET STAMPED -HOPE 1945-, SET IN A CONCRETE
 CD1044'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5273 ***********************************************************************
 AH5273  DESIGNATION -  HOPKINS ET
 AH5273  PID         -  AH5273
 AH5273  STATE/COUNTY-  TX/HOOD
 AH5273  USGS QUAD   -  ACTON (1979)
 AH5273
 AH5273                         *CURRENT SURVEY CONTROL
 AH5273  ___________________________________________________________________
 AH5273* NAD 83(1993)-  32 27 07.19168(N)    097 38 57.64349(W)     ADJUSTED  
 AH5273* NAVD 88     -       276.1    (meters)     906.     (feet)  VERTCON   
 AH5273  ___________________________________________________________________
 AH5273  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 AH5273  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AH5273
 AH5273  HORZ ORDER  -  THIRD
 AH5273
 AH5273.The horizontal coordinates were established by classical geodetic methods
 AH5273.and adjusted by the National Geodetic Survey in July 1998..
 AH5273
 AH5273.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5273
 AH5273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5273
 AH5273.The geoid height was determined by GEOID03.
 AH5273
 AH5273;                    North         East     Units Scale Factor Converg.
 AH5273;SPC TXNC     - 2,087,410.004   679,977.485   MT  0.99992700   +0 27 50.2
 AH5273;SPC TXNC     - 6,848,444.32  2,230,892.80   sFT  0.99992700   +0 27 50.2
 AH5273;UTM  14      - 3,591,341.035   626,951.749   MT  0.99979874   +0 43 29.5
 AH5273
 AH5273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5273!SPC TXNC     -   0.99996105  x   0.99992700  =   0.99988805
 AH5273!UTM  14      -   0.99996105  x   0.99979874  =   0.99975979
 AH5273
 AH5273                          SUPERSEDED SURVEY CONTROL
 AH5273
 AH5273  NGVD 29 (07/28/98)  276.1    (m)          906.     (f) VERT ANG       
 AH5273
 AH5273.Superseded values are not recommended for survey control.
 AH5273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5273.See file dsdata.txt to determine how the superseded data were derived.
 AH5273
 AH5273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA2695291341(NAD 83)
 AH5273_MARKER: DS = TRIANGULATION STATION DISK
 AH5273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5273_PROJECTION: FLUSH
 AH5273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5273+STABILITY: SURFACE MOTION
 AH5273
 AH5273  HISTORY     - Date     Condition        Report By
 AH5273  HISTORY     - 1959     MONUMENTED       USGS
 AH5273
 AH5273                          STATION DESCRIPTION
 AH5273
 AH5273'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5273'STATION IS LOCATED IN HOOD COUNTY, TEXAS, ABOUT 8 MI. (AIRLINE) E. AND
 AH5273'1 MI. N. OF GRANBURY, ABOUT 2.5 MI. E. AND 0.5 MI. N. OF THE COMMUNITY
 AH5273'OF ACTON, ABOUT 2 MI. W. OF THE HOOD-JOHNSON COUNTY LINE AT THE FARM
 AH5273'OF MR. HOPKINS.
 AH5273'TO REACH THE STATION FROM THE SW. CORNER OF THE COURTHOUSE SQUARE
 AH5273'(TRAFFIC LIGHT), GO E. ON U.S. HIGHWAY 377 FROM 1.9 MI. TO THE
 AH5273'JUNCTION WITH FARM ROAD 208, TURN ON FARM MARKET 208 AND GO 4.2 MI. TO
 AH5273'ACTON AND THE JUNCTION WITH FARM MARKET 1190, TURN RIGHT ON FARM
 AH5273'MARKET 1190 FOR 0.7 MI. TO RD. AND BRIDGE LEFT, TURN LEFT FOR 1.0 MI.
 AH5273'TO RD. FORK, TURN LEFT 1.0 MI. TO ANOTHER RD. FORK, TURN RIGHT 0.1 MI.
 AH5273'TO CATTLEGUARD LEFT, GO 0.1 MI. TO FARM BUILDINGS ON HILL AND THE
 AH5273'STATION 24 FT. S. OF THE SW. CORNER OF A GARAGE AND 24.5 FT. SW. OF
 AH5273'THE SE. GARAGE CORNER.
 AH5273'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.2
 AH5273'FT., STAMPED---HOPKINS-ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0634 ***********************************************************************
 BN0634  DESIGNATION -  HOPPE
 BN0634  PID         -  BN0634
 BN0634  STATE/COUNTY-  TX/BLANCO
 BN0634  USGS QUAD   -  PEDERNALES FALLS (1986)
 BN0634
 BN0634                         *CURRENT SURVEY CONTROL
 BN0634  ___________________________________________________________________
 BN0634* NAD 83(1993)-  30 20 49.63632(N)    098 17 56.77700(W)     ADJUSTED  
 BN0634* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 BN0634  ___________________________________________________________________
 BN0634  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 BN0634  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 BN0634
 BN0634  HORZ ORDER  -  SECOND
 BN0634
 BN0634.The horizontal coordinates were established by classical geodetic methods
 BN0634.and adjusted by the National Geodetic Survey in February 1996..
 BN0634
 BN0634.The orthometric height was scaled from a topographic map.
 BN0634
 BN0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0634
 BN0634.The geoid height was determined by GEOID03.
 BN0634
 BN0634;                    North         East     Units Scale Factor Converg.
 BN0634;SPC TX C     - 3,077,221.097   895,567.100   MT  0.99994647   +1 02 51.9
 BN0634;SPC TX C     -10,095,849.55  2,938,206.39   sFT  0.99994647   +1 02 51.9
 BN0634;SPC TXSC     - 4,278,810.125   667,391.062   MT  1.00001905   +0 20 36.2
 BN0634;SPC TXSC     -14,038,062.89  2,189,598.84   sFT  1.00001905   +0 20 36.2
 BN0634;UTM  14      - 3,357,458.391   567,364.054   MT  0.99965598   +0 21 14.9
 BN0634
 BN0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0634!SPC TX C     -   0.99995256  x   0.99994647  =   0.99989903
 BN0634!SPC TXSC     -   0.99995256  x   1.00001905  =   0.99997161
 BN0634!UTM  14      -   0.99995256  x   0.99965598  =   0.99960856
 BN0634
 BN0634|---------------------------------------------------------------------|
 BN0634| PID    Reference Object                     Distance      Geod. Az  |
 BN0634|                                                           dddmmss.s |
 BN0634| CV5219 HOPPE RM 1                           14.821 METERS 09611     |
 BN0634| CV5220 HOPPE RM 2                            5.975 METERS 17809     |
 BN0634| CV5218 HOPPE AZ MK                                        2374924.6 |
 BN0634|---------------------------------------------------------------------|
 BN0634
 BN0634                          SUPERSEDED SURVEY CONTROL
 BN0634
 BN0634  NAD 83(1986)-  30 20 49.64819(N)    098 17 56.76191(W) AD(       ) 2
 BN0634  NAD 27      -  30 20 48.93300(N)    098 17 55.69140(W) AD(       ) 2
 BN0634
 BN0634.Superseded values are not recommended for survey control.
 BN0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0634.See file dsdata.txt to determine how the superseded data were derived.
 BN0634
 BN0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU6736457458(NAD 83)
 BN0634_MARKER: DS = TRIANGULATION STATION DISK
 BN0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0634
 BN0634  HISTORY     - Date     Condition        Report By
 BN0634  HISTORY     - 1956     MONUMENTED       CGS
 BN0634
 BN0634                          STATION DESCRIPTION
 BN0634
 BN0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0634'THE STATION IS 8-1/2 MILES SOUTHWEST OF THE CYPRESS MILL
 BN0634'POST OFFICE, 6 MILES NORTHEAST OF JOHNSON CITY, 100 FEET NORTH
 BN0634'OF THE CENTER OF A CATTLE GUARD, 5 FEET SOUTHWEST OF A 4 IN
 BN0634'X 4 IN WHITE WITNESS POST AND 4 FEET WEST OF A FENCE.
 BN0634'
 BN0634'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 290
 BN0634'AND 281 IN JOHNSON CITY, GO NORTH ON HIGHWAY 281 FOR 3.5
 BN0634'MILES TO A SIDE ROAD AND CATTLE GUARD ON THE RIGHT, TURN
 BN0634'RIGHT, PASSING THROUGH THE CATTLE GUARD, AND GO EASTERLY
 BN0634'FOR 5.25 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 BN0634'EAST ON THE MAIN TRAVELED ROAD FOR 0.65 MILE TO A CATTLE
 BN0634'GUARD AND THE STATION.
 BN0634'
 BN0634'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0634'HOPPE 1956.
 BN0634'
 BN0634'REFERENCE MARK 1 IS 44 FEET EAST OF THE FENCE.  THE MARK
 BN0634'PROJECTS 3 INCHES, AND THE DISK IS STAMPED HOPPE NO 1 1956.
 BN0634'
 BN0634'REFERENCE MARK 2 IS 3 FEET WEST OF THE FENCE.  THE MARK PROJECTS
 BN0634'2 INCHES, AND THE DISK IS STAMPED HOPPE NO 2 1956.
 BN0634'
 BN0634'THE AZIMUTH MARK IS 50 FEET SOUTHEAST OF THE CENTER OF THE
 BN0634'MAIN ROAD AND 1 FOOT WEST OF A 4 IN X 4 IN WHITE WITNESS
 BN0634'POST.  THE MARK PROJECTS 14 INCHES, AND THE DISK IS STAMPED
 BN0634'HOPPE 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1440 ***********************************************************************
 AE1440  DESIGNATION -  HOPPER
 AE1440  PID         -  AE1440
 AE1440  STATE/COUNTY-  TX/BROOKS
 AE1440  USGS QUAD   -  TACUBAYA (1993)
 AE1440
 AE1440                         *CURRENT SURVEY CONTROL
 AE1440  ___________________________________________________________________
 AE1440* NAD 83(1993)-  26 59 46.67184(N)    098 16 43.06119(W)     ADJUSTED  
 AE1440* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 AE1440  ___________________________________________________________________
 AE1440  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AE1440  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AE1440
 AE1440  HORZ ORDER  -  SECOND
 AE1440
 AE1440.The horizontal coordinates were established by classical geodetic methods
 AE1440.and adjusted by the National Geodetic Survey in February 1996..
 AE1440
 AE1440.The orthometric height was scaled from a topographic map.
 AE1440
 AE1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1440
 AE1440.The geoid height was determined by GEOID03.
 AE1440
 AE1440;                    North         East     Units Scale Factor Converg.
 AE1440;SPC TX S     - 5,147,331.005   321,970.639   MT  0.99989480   +0 06 01.8
 AE1440;SPC TX S     -16,887,535.14  1,056,332.00   sFT  0.99989480   +0 06 01.8
 AE1440;UTM  14      - 2,986,229.719   571,574.511   MT  0.99966324   +0 19 38.9
 AE1440
 AE1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1440!SPC TX S     -   0.99999312  x   0.99989480  =   0.99988792
 AE1440!UTM  14      -   0.99999312  x   0.99966324  =   0.99965636
 AE1440
 AE1440:                Primary Azimuth Mark                     Grid Az
 AE1440:SPC TX S     -  ENCINO HUMBLE OIL CO RAD MAST            106 24 20.2
 AE1440:UTM  14      -  ENCINO HUMBLE OIL CO RAD MAST            106 10 43.1
 AE1440
 AE1440|---------------------------------------------------------------------|
 AE1440| PID    Reference Object                     Distance      Geod. Az  |
 AE1440|                                                           dddmmss.s |
 AE1440| AE1416 ENCINO HUMBLE OIL CO RAD MAST       APPROX.14.7 KM 1063022.0 |
 AE1440| AE1414 ENCINO HUMBLE OIL CO WTR TANK       APPROX.14.6 KM 1070011.9 |
 AE1440| CV3313 HOPPER RM 1                          25.514 METERS 11330     |
 AE1440| AE1417 ENCINO SW BELL TEL MICROWAVE        APPROX.16.7 KM 1201248.9 |
 AE1440| CV3312 HOPPER AZ MK                                       1292633.6 |
 AE1440| CV3314 HOPPER RM 2                          37.578 METERS 21148     |
 AE1440|---------------------------------------------------------------------|
 AE1440
 AE1440                          SUPERSEDED SURVEY CONTROL
 AE1440
 AE1440  NAD 83(1986)-  26 59 46.67961(N)    098 16 43.03208(W) AD(       ) 2
 AE1440  NAD 27      -  26 59 45.50690(N)    098 16 42.00030(W) AD(       ) 2
 AE1440
 AE1440.Superseded values are not recommended for survey control.
 AE1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1440.See file dsdata.txt to determine how the superseded data were derived.
 AE1440
 AE1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7157586230(NAD 83)
 AE1440_MARKER: DS = TRIANGULATION STATION DISK
 AE1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1440
 AE1440  HISTORY     - Date     Condition        Report By
 AE1440  HISTORY     - 1961     MONUMENTED       CGS
 AE1440
 AE1440                          STATION DESCRIPTION
 AE1440
 AE1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1440'THE STATION IS ON THE HOPPER BROTHERS RANCH, ABOUT 16 MILES
 AE1440'SOUTH-SOUTHWEST OF FALFURRIAS AND 9 MILES NORTHWEST OF ENCINO.
 AE1440'
 AE1440'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 285 AND
 AE1440'U.S. HIGHWAY 281 IN FALFURRIAS, GO SOUTHERLY ON U.S. HIGHWAY 281
 AE1440'FOR 18.2 MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN TEPEQUAJS
 AE1440'RANCH.  (THIS SIDE ROAD IS 0.35 MILE NORTH OF A TRUCK CHECKING
 AE1440'STATION.) TURN RIGHT, GO 0.05 MILE TO A GATE AND WATCHMANS
 AE1440'HOUSE.  PASS THROUGH THE GATE AND GO WESTERLY ON THE SURFACED ROAD
 AE1440'0.8 MILE TO A RAILRAOD CROSSING.  CONTINUE ON THE SURFACED
 AE1440'ROAD FOR 3.2 MILES TO A SURFACED ROAD ON THE RIGHT.  (THIS
 AE1440'ROAD GOES TO THE HOPPER RANCH HEADQUARTERS.) CONTINUE
 AE1440'WESTERLY ON THE SURFACED ROAD FOR 3.4 MILES TO A SIDE ROAD ON THE
 AE1440'LEFT.  KEEP STRAIGHT AHEAD ON THE SURFACED ROAD AND GO 1.2
 AE1440'MILES TO A SIDE ROAD ON THE RIGHT.  KEEP STRAIGHT AHEAD ON THE
 AE1440'SURFACED ROAD AND GO 0.75 MILE TO A SIDE ROAD ON THE LEFT AND
 AE1440'THE AZIMUTH MARK.  CONTINUE NORTHWEST ON THE SURFACED
 AE1440'ROAD FOR 0.25 MILE TO A CROSSROAD.  KEEP STRAIGHT AHEAD ON
 AE1440'THE SURFACED ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 AE1440'
 AE1440'STATION MARKS ARE STANDARD DISKS STAMPED HOPPER 1960.  THE SURFACE
 AE1440'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 AE1440'IS 348 FEET NORTHWEST OF A POWER LINE, 52 FEET NORTHEAST OF
 AE1440'THE CENTER OF THE SURFACED ROAD, 26 FEET EAST OF A 4-INCH TREE,
 AE1440'AND 3.5 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 AE1440'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 AE1440'SURFACE OF THE GROUND.
 AE1440'
 AE1440'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOPPER NO 1 1960, IS
 AE1440'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 AE1440'270 FEET NORTHWEST OF THE POWER LINE, AND 72 FEET NORTHEAST OF
 AE1440'THE CENTER OF THE SURFACED ROAD.
 AE1440'
 AE1440'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOPPER NO 2 1960,
 AE1440'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AE1440'IT IS 348 FEET NORTHWEST OF THE POWER LINE, AND 27 FEET SOUTHWEST
 AE1440'OF THE CENTER OF THE SURFACED ROAD.
 AE1440'
 AE1440'AZIMUTH MARK, A STANDARD DISK STAMPED HOPPER 1960, IS SET IN A
 AE1440'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 54 FEET SOUTH
 AE1440'OF THE CENTER OF THE SURFACED ROAD, 26 FEET EAST OF THE CENTER OF
 AE1440'THE GRAVELED ROAD, 16 FEET SOUTH OF A TELEPHONE POLE, AND 2.6 FEET
 AE1440'SOUTHEAST OF A METAL WITNESS POST.
 AE1440'
 AE1440'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 AE1440'
 AE1440'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2226 ***********************************************************************
 BL2226  DESIGNATION -  HORCO
 BL2226  PID         -  BL2226
 BL2226  STATE/COUNTY-  TX/MONTGOMERY
 BL2226  USGS QUAD   -  CONROE (1976)
 BL2226
 BL2226                         *CURRENT SURVEY CONTROL
 BL2226  ___________________________________________________________________
 BL2226* NAD 83(1993)-  30 17 11.71672(N)    095 24 30.15661(W)     ADJUSTED  
 BL2226* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 BL2226  ___________________________________________________________________
 BL2226  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BL2226  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL2226
 BL2226  HORZ ORDER  -  FIRST
 BL2226
 BL2226.The horizontal coordinates were established by classical geodetic methods
 BL2226.and adjusted by the National Geodetic Survey in February 1996..
 BL2226
 BL2226.The orthometric height was scaled from a topographic map.
 BL2226
 BL2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2226
 BL2226.The geoid height was determined by GEOID03.
 BL2226
 BL2226;                    North         East     Units Scale Factor Converg.
 BL2226;SPC TX C     - 3,079,209.157 1,173,645.214   MT  0.99995898   +2 32 11.9
 BL2226;SPC TX C     -10,102,372.04  3,850,534.34   sFT  0.99995898   +2 32 11.9
 BL2226;SPC TXSC     - 4,277,203.013   945,488.311   MT  1.00000094   +1 45 34.5
 BL2226;SPC TXSC     -14,032,790.22  3,101,989.57   sFT  1.00000094   +1 45 34.5
 BL2226;UTM  15      - 3,352,998.541   268,354.192   MT  1.00026205   -1 12 54.5
 BL2226
 BL2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2226!SPC TX C     -   0.99999507  x   0.99995898  =   0.99995405
 BL2226!SPC TXSC     -   0.99999507  x   1.00000094  =   0.99999601
 BL2226!UTM  15      -   0.99999507  x   1.00026205  =   1.00025712
 BL2226
 BL2226:                Primary Azimuth Mark                     Grid Az
 BL2226:SPC TX C     -  HORCO AZ MK                              159 50 20.3
 BL2226:SPC TXSC     -  HORCO AZ MK                              160 36 57.7
 BL2226:UTM  15      -  HORCO AZ MK                              163 35 26.7
 BL2226
 BL2226|---------------------------------------------------------------------|
 BL2226| PID    Reference Object                     Distance      Geod. Az  |
 BL2226|                                                           dddmmss.s |
 BL2226| CV7739 HORCO AZ MK                                        1622232.2 |
 BL2226| CV7740 HORCO RM 1                           30.324 METERS 18228     |
 BL2226| BL2211 LOOKOUT TOWER NO 7                  APPROX. 9.4 KM 2352644.9 |
 BL2226| CV7741 HORCO RM 2                           30.175 METERS 25355     |
 BL2226| BL2217 CONROE RADIO STA KMCO W MAST        APPROX. 6.9 KM 2770236.1 |
 BL2226| BL2224 CONROE RADIO STA KMCO E MAST        APPROX. 6.8 KM 2772110.3 |
 BL2226| BL2219 CONROE GULF ST UTIL CO MAST         APPROX. 5.2 KM 2965327.8 |
 BL2226| BL2218 CONROE MUNICIPAL TANK               APPROX. 5.3 KM 2971531.2 |
 BL2226| BL2225 CONROE MONTGOMERY CO CTHSE FS       APPROX. 5.5 KM 3002930.5 |
 BL2226| BL2223 CONROE FIRST METH CHURCH SPIRE      APPROX. 5.6 KM 3013959.1 |
 BL2226| BL2216 CONROE MUNICIPAL TANK               APPROX. 6.0 KM 3105909.6 |
 BL2226| BL2230 WILLIS MUNICIPAL TANK               APPROX.16.6 KM 3355625.7 |
 BL2226| BL2222 MONTGOMERY COUNTY AIRPORT BCN       APPROX. 7.4 KM 3514454.0 |
 BL2226|---------------------------------------------------------------------|
 BL2226
 BL2226                          SUPERSEDED SURVEY CONTROL
 BL2226
 BL2226  NAD 83(1986)-  30 17 11.73049(N)    095 24 30.13995(W) AD(       ) 1
 BL2226  NAD 27      -  30 17 10.96900(N)    095 24 29.36300(W) AD(       ) 1
 BL2226
 BL2226.Superseded values are not recommended for survey control.
 BL2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2226.See file dsdata.txt to determine how the superseded data were derived.
 BL2226
 BL2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6835452999(NAD 83)
 BL2226_MARKER: DS = TRIANGULATION STATION DISK
 BL2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2226
 BL2226  HISTORY     - Date     Condition        Report By
 BL2226  HISTORY     - 1942     MONUMENTED       CGS
 BL2226  HISTORY     - 1952     GOOD             CGS
 BL2226  HISTORY     - 1973     GOOD             LOCENG
 BL2226
 BL2226                          STATION DESCRIPTION
 BL2226
 BL2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2226'STATION IS LOCATED ABOUT 3 MILES SE OF CONROE ON LAND OWNED
 BL2226'BY THE SOUTH TEXAS DEVELOPMENT COMPANY AND LEASED BY THE
 BL2226'HUMBLE OIL AND REFINING COMPANY.  IT IS 100 FEET NW OF A 90 DEG
 BL2226'TURN IN A GRADED DIRT ROAD, 25 FEET N OF THE CENTER LINE
 BL2226'OF A TRACK ROAD, AND 4 FEET W OF A WHITE REFERENCE POST.
 BL2226'IT IS STAMPED HORCO 1942 AND PROJECTS 3 INCHES.
 BL2226'
 BL2226'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2226'BRONZE DISKS SET IN CONCRETE.
 BL2226'
 BL2226'REFERENCE MARK NO. 1 IS S BY E OF THE STATION, 75 FEET W
 BL2226'OF THE GRADED DIRT ROAD, AND 66 FEET S OF THE TRACK ROAD.
 BL2226'IT IS STAMPED HORCO NO. 1 1942 AND PROJECTS 6 INCHES.
 BL2226'
 BL2226'REFERENCE MARK NO. 2 IS W BY S OF THE STATION, 30 FEET N
 BL2226'OF A TRACK ROAD, AND 9 FEET S OF A TRACK ROAD.  IT IS STAMPED
 BL2226'HORCO NO. 2 1942 AND PROJECTS 8 INCHES.
 BL2226'
 BL2226'THE AZIMUTH MARK IS SSE OF THE STATION, 44 FEET E OF THE CENTER
 BL2226'LINE OF THE GRADED DIRT ROAD, 41 FEET SW OF THE SW CORNER
 BL2226'OF A 20- BY 20-FOOT CONCRETE SLAB, 10.5 FEET NE OF THE S
 BL2226'EDGE OF AN IRON CULVERT, AND 2.5 FEET W OF A WHITE REFERENCE
 BL2226'POST.  IT IS STAMPED HORCO 1942 AND PROJECTS 3 INCHES.
 BL2226'
 BL2226'TO REACH THE STATION FROM THE NE CORNER OF THE SQUARE IN
 BL2226'CONROE GO E ON STATE HIGHWAY 105 FOR 0.15 MILE OR ABOUT 100
 BL2226'YARDS AFTER CROSSING RAILROAD TRACKS, TURN RIGHT (S) FOR 2.5
 BL2226'MILES, FOLLOWING A MACADAM ROAD S AND E TO A T-ROAD JUNCTION,
 BL2226'TURN RIGHT FOR 1.7 MILES TO A CROSS ROAD, TURN LEFT (E) FOR
 BL2226'0.7 MILE TO A T-ROAD JUNCTION, TURN LEFT (N) FOR 0.25 MILE
 BL2226'TO THE S EDGE OF A SMALL CLEARING AND THE AZIMUTH MARK ON
 BL2226'THE RIGHT IN THE SW CORNER OF THE CLEARING.  CONTINUE N FOR
 BL2226'0.35 MILE TO A 90 DEG TURN IN THE ROAD AND STATION ON THE
 BL2226'LEFT.
 BL2226'
 BL2226'A 90-FOOT SIGNAL AT WILLIS IS VISIBLE AT 77 FEET.
 BL2226'
 BL2226'A 123-FOOT SIGNAL AT PORTER IS VISIBLE AT 90 FEET.
 BL2226'
 BL2226'A 90-FOOT SIGNAL AT ASHE IS VISIBLE AT 77 FEET.
 BL2226'
 BL2226'A 90-FOOT SIGNAL AT CONROE IS VISIBLE AT 90 FEET.
 BL2226'
 BL2226'A 100-FOOT SIGNAL AT FOSTER IS VISIBLE AT 90 FEET.
 BL2226'
 BL2226'A 90-FOOT SIGNAL AT DORA IS VISIBLE AT 90 FEET.
 BL2226'
 BL2226'A 90-FOOT SIGNAL AT SUN IS VISIBLE AT 90 FEET.
 BL2226
 BL2226                          STATION RECOVERY (1952)
 BL2226
 BL2226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2226'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 BL2226'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 BL2226'CONDITION.  A DIFFERENCE WAS FOUND IN THE DIRECTION TO REFERENCE
 BL2226'MARK NO. 2.
 BL2226'
 BL2226'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL2226'
 BL2226'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF CONROE
 BL2226'IN THE EAST EDGE OF A HEAVILY WOODED FIELD, 110 FEET NORTHWEST
 BL2226'OF THE CENTER OF A CURVE IN ROAD, 22 FEET WEST OF THE CENTER
 BL2226'OF A TRACK ROAD AND 7 FEET SOUTHEAST OF A WITNESS POST.  IT
 BL2226'IS STAMPED HORCO 1942 AND PROJECTS 3 INCHES.
 BL2226'
 BL2226'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF WOODS, 74 FEET
 BL2226'WEST OF THE CENTER OF ROAD.  IT IS STAMPED HORCO NO 1 1942
 BL2226'AND PROJECTS 3 INCHES.
 BL2226'
 BL2226'REFERENCE MARK NO. 2 IS IN WOODS, 120 FEET WEST OF THE CENTER
 BL2226'OF TRACK ROAD.  IT IS STAMPED HORCO NO 2 1942 AND PROJECTS
 BL2226'4 INCHES.
 BL2226'
 BL2226'THE AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF A SMALL CLEARING,
 BL2226'42 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD AND 3 FEET
 BL2226'WEST OF A WITNESS POST.  IT IS STAMPED HORCO 1942 AND PROJECTS
 BL2226'3 INCHES.
 BL2226'
 BL2226'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 BL2226'SQUARE IN CONROE, GO EAST ON STATE HIGHWAY 105 FOR 1.25 MILES
 BL2226'TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH ON HARD SURFACED
 BL2226'ROAD FOR 3.2 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST
 BL2226'ON DIRT ROAD FOR 0.65 MILE TO A T INTERSECTION, TURN LEFT
 BL2226'AND GO NORTH ON DIRT ROAD FOR 0.3 MILE TO AZIMUTH MARK ON
 BL2226'RIGHT AS DESCRIBED, CONTINUE NORTH FOR 0.3 MILE TO POINT
 BL2226'WHERE MAIN ROAD CURVES RIGHT AND STATION JUST NORTH AS
 BL2226'DESCRIBED.
 BL2226
 BL2226                          STATION RECOVERY (1973)
 BL2226
 BL2226'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (LN)
 BL2226'RECOVERED BY TURNER, COLLIE, AND BRADER.
 BL2226'
 BL2226'HORCO TRIANGULATION STATION-GOOD
 BL2226'
 BL2226'HORCO R.M. 1-GOOD
 BL2226'
 BL2226'HORCO R.M. 2-GOOD
 BL2226'
 BL2226'HORCO AZ
 BL2226'
 BL2226'HORCO TRIANGULATION STATION WITNESS POST AND SIGN REPLACED
 BL2226'4.20 FT NORTH.
 BL2226'
 BL2226'HORCO AZ WITNESS POST AND SIGN REPLACED 4.30 FT EAST AND
 BL2226'GROUND SE, AND SW BADLY ERODED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0637 ***********************************************************************
 CA0637  DESIGNATION -  HORDS
 CA0637  PID         -  CA0637
 CA0637  STATE/COUNTY-  TX/COLEMAN
 CA0637  USGS QUAD   -  VALERA (1967)
 CA0637
 CA0637                         *CURRENT SURVEY CONTROL
 CA0637  ___________________________________________________________________
 CA0637* NAD 83(1993)-  31 50 40.44140(N)    099 32 52.73025(W)     ADJUSTED  
 CA0637* NAVD 88     -       591.563  (meters)    1940.82   (feet)  ADJUSTED  
 CA0637  ___________________________________________________________________
 CA0637  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 CA0637  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CA0637  DYNAMIC HT  -         590.777 (meters)    1938.24  (feet)  COMP
 CA0637  MODELED GRAV-     979,291.0   (mgal)                       NAVD 88
 CA0637
 CA0637  HORZ ORDER  -  SECOND
 CA0637  VERT ORDER  -  SECOND    CLASS 0
 CA0637
 CA0637.The horizontal coordinates were established by classical geodetic methods
 CA0637.and adjusted by the National Geodetic Survey in February 1996..
 CA0637
 CA0637.The orthometric height was determined by differential leveling
 CA0637.and adjusted by the National Geodetic Survey in June 1991..
 CA0637
 CA0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0637
 CA0637.The geoid height was determined by GEOID03.
 CA0637
 CA0637.The dynamic height is computed by dividing the NAVD 88
 CA0637.geopotential number by the normal gravity value computed on the
 CA0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0637.degrees latitude (g = 980.6199 gals.).
 CA0637
 CA0637.The modeled gravity was interpolated from observed gravity values.
 CA0637
 CA0637;                    North         East     Units Scale Factor Converg.
 CA0637;SPC TX C     - 3,241,704.142   774,333.988   MT  0.99998982   +0 24 16.2
 CA0637;SPC TX C     -10,635,491.01  2,540,460.76   sFT  0.99998982   +0 24 16.2
 CA0637;UTM  14      - 3,523,338.152   448,152.821   MT  0.99963315   -0 17 20.9
 CA0637
 CA0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0637!SPC TX C     -   0.99991116  x   0.99998982  =   0.99990098
 CA0637!UTM  14      -   0.99991116  x   0.99963315  =   0.99954434
 CA0637
 CA0637:                Primary Azimuth Mark                     Grid Az
 CA0637:SPC TX C     -  ECHO RESET                               072 42 56.8
 CA0637:UTM  14      -  ECHO RESET                               073 24 33.9
 CA0637
 CA0637|---------------------------------------------------------------------|
 CA0637| PID    Reference Object                     Distance      Geod. Az  |
 CA0637|                                                           dddmmss.s |
 CA0637| CA1069 ECHO RESET                          APPROX.19.7 KM 0730713.0 |
 CA0637| CA1159 WEST 1 OIL DERRICK                  APPROX. 1.9 KM 2081215.2 |
 CA0637| CA0638 HORDS RM 1                           34.580 METERS 21951     |
 CA0637| CA0639 HORDS RM 2                           27.530 METERS 31340     |
 CA0637|---------------------------------------------------------------------|
 CA0637
 CA0637                          SUPERSEDED SURVEY CONTROL
 CA0637
 CA0637  NAD 83(1986)-  31 50 40.44910(N)    099 32 52.71644(W) AD(       ) 2
 CA0637  NAD 27      -  31 50 39.93100(N)    099 32 51.46700(W) AD(       ) 2
 CA0637  NGVD 29 (??/??/92)  591.449  (m)         1940.45   (f) ADJ UNCH    2 0
 CA0637
 CA0637.Superseded values are not recommended for survey control.
 CA0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0637.See file dsdata.txt to determine how the superseded data were derived.
 CA0637
 CA0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA4815323338(NAD 83)
 CA0637_MARKER: DS = TRIANGULATION STATION DISK
 CA0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0637_STAMPING: HORDS 1944
 CA0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0637+STABILITY: SURFACE MOTION
 CA0637
 CA0637  HISTORY     - Date     Condition        Report By
 CA0637  HISTORY     - 1943     MONUMENTED       CGS
 CA0637  HISTORY     - 1943     GOOD             CGS
 CA0637
 CA0637                          STATION DESCRIPTION
 CA0637
 CA0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CA0637'STATION IS LOCATED ABOUT 7.5 MILES W AND 1.0 MILE N OF COLEMAN,
 CA0637'ON A SMALL ROUND-TOPPED HILL PARTLY COVERED WITH SCRUB OAK, AND
 CA0637'ON LAND OWNED BY A MR. STRANGE OF COLEMAN.  IT IS ABOUT 0.25
 CA0637'MILE SE OF THE MAIN-TRAVELED DIRT ROAD (FARM HIGHWAY 24), 60
 CA0637'FEET S OF A TRIANGULAR-BLAZED 12-INCH OAK TREE, AND 150 FEET
 CA0637'N OF A TRIANGULAR-BLAZED 3-FOOT OAK TREE.  THE DISK IS STAMPED
 CA0637'HORDS 1943 AND PROJECTS 3 INCHES.
 CA0637'
 CA0637'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 CA0637'SET IN CONCRETE.
 CA0637'
 CA0637'REFERENCE MARK 1 IS S OF THE STATION AND 40 FEET NW OF THE
 CA0637'TRIANGULAR-BLAZED 3-FOOT OAK TREE.  IT IS STAMPED HORDS NO 1
 CA0637'1943 AND PROJECTS 4 INCHES.
 CA0637'
 CA0637'REFERENCE MARK 2 IS NW OF THE STATION AND SET IN THE S EDGE OF
 CA0637'A SMALL SCRUB OAK THICKET.  IT IS STAMPED HORDS NO 2 1943
 CA0637'AND PROJECTS 4 INCHES.
 CA0637'
 CA0637'TO REACH THE STATION FROM THE COURTHOUSE IN COLEMAN, GO S ON THE
 CA0637'MAIN STREET FOR 0.2 MILE TO WEST WALNUT STREET, TURN RIGHT
 CA0637'AND GO W FOR 3.3 MILES TO A T-ROAD LEFT, CONTINUE STRAIGHT
 CA0637'AHEAD ON GRADED DIRT ROAD (FARM HIGHWAY 24) FOR 4.2 MILES TO
 CA0637'A T-ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO A
 CA0637'TRACK ROAD LEADING SHARP LEFT WHERE MAIN ROAD BEARS RIGHT,
 CA0637'TURN LEFT ON TRACK ROAD FOR ABOUT 30 YARDS TO A WIRE GATE IN
 CA0637'FENCE LINE, PASS THROUGH GATE AND GO SE ON TRACK ROAD FOR 0.2
 CA0637'MILE TO FENCE CORNER ON THE LEFT, CONTINUE ON TRACK ROAD
 CA0637'ABOUT 0.05 MILE ALONG S SIDE OF FENCE, THENCE RIGHT AND PICK
 CA0637'WAY IN A S DIRECTION FOR ABOUT 0.2 MILE TO THE 3-FOOT
 CA0637'TRIANGULAR-BLAZED OAK TREE AND STATION.
 CA0637'
 CA0637'A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES, EXCEPT CREEK WHICH
 CA0637'IS VISIBLE FROM THE GROUND.
 CA0637'
 CA0637'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 CA0637
 CA0637                          STATION RECOVERY (1943)
 CA0637
 CA0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 CA0637'8.6 MI W FROM COLEMAN.
 CA0637'0.2 MILE SOUTH ALONG CONCHO STREET FROM THE POST OFFICE AT COLEMAN,
 CA0637'THENCE 7.9 MILES WEST ALONG THE HORDS CREEK ROAD, THENCE 0.3 MILE
 CA0637'SOUTHEASTERLY ALONG A TRACK ROAD, THENCE 0.2 MILE SOUTH THROUGH AN
 CA0637'UNCULTIVATED FIELD, ON A SMALL ROUND-TOPPED HILL ON THE PROPERTY OF A
 CA0637'MR. STRANGE OF COLEMAN, 60 FEET SOUTH OF A TRIANGLE-BLAZED 12-INCH OAK
 CA0637'TREE, AND 150 FEET NORTH OF A TRIANGLE-BLAZED 36-INCH OAK TREE. A
 CA0637'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 CA0637'PROJECTING ABOUT 3-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0638 ***********************************************************************
 CA0638  DESIGNATION -  HORDS RM 1
 CA0638  PID         -  CA0638
 CA0638  STATE/COUNTY-  TX/COLEMAN
 CA0638  USGS QUAD   -  VALERA (1967)
 CA0638
 CA0638                         *CURRENT SURVEY CONTROL
 CA0638  ___________________________________________________________________
 CA0638* NAD 83(1986)-  31 50 40.     (N)    099 32 52.     (W)     SCALED    
 CA0638* NAVD 88     -       590.926  (meters)    1938.73   (feet)  ADJUSTED  
 CA0638  ___________________________________________________________________
 CA0638  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CA0638  DYNAMIC HT  -         590.140 (meters)    1936.15  (feet)  COMP
 CA0638  MODELED GRAV-     979,291.0   (mgal)                       NAVD 88
 CA0638
 CA0638  VERT ORDER  -  SECOND    CLASS 0
 CA0638
 CA0638.The horizontal coordinates were scaled from a topographic map and have
 CA0638.an estimated accuracy of +/- 6 seconds.
 CA0638
 CA0638.The orthometric height was determined by differential leveling
 CA0638.and adjusted by the National Geodetic Survey in June 1991..
 CA0638
 CA0638.The geoid height was determined by GEOID03.
 CA0638
 CA0638.The dynamic height is computed by dividing the NAVD 88
 CA0638.geopotential number by the normal gravity value computed on the
 CA0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0638.degrees latitude (g = 980.6199 gals.).
 CA0638
 CA0638.The modeled gravity was interpolated from observed gravity values.
 CA0638
 CA0638;                    North         East    Units  Estimated Accuracy
 CA0638;SPC TX C     - 3,241,690.      774,350.      MT  (+/- 180 meters Scaled)
 CA0638
 CA0638                          SUPERSEDED SURVEY CONTROL
 CA0638
 CA0638  NGVD 29 (??/??/92)  590.811  (m)         1938.35   (f) ADJ UNCH    2 0
 CA0638
 CA0638.Superseded values are not recommended for survey control.
 CA0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0638.See file dsdata.txt to determine how the superseded data were derived.
 CA0638
 CA0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA481233(NAD 83)
 CA0638_MARKER: DR = REFERENCE MARK DISK
 CA0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0638_STAMPING: HORDS NO. 1 1944
 CA0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0638+STABILITY: SURFACE MOTION
 CA0638
 CA0638  HISTORY     - Date     Condition        Report By
 CA0638  HISTORY     - 1943     MONUMENTED       CGS
 CA0638
 CA0638                          STATION DESCRIPTION
 CA0638
 CA0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0638'8.6 MI W FROM COLEMAN.
 CA0638'0.2 MILE SOUTH ALONG CONCHO STREET FROM THE POST OFFICE AT COLEMAN,
 CA0638'THENCE 7.9 MILES WEST ALONG THE HORDS CREEK ROAD, THENCE 0.3 MILE
 CA0638'SOUTHEAST ALONG A TRACK ROAD, THENCE 0.2 MILE SOUTH THROUGH AN
 CA0638'UNCULTIVATED FIELD, ON A SMALL ROUND-TOPPED HILL ON THE PROPERTY OF A
 CA0638'MR. STRANGE OF COLEMAN, 40 FEET NORTHWEST OF A 36-INCH TRIANGLE-BLAZED
 CA0638'OAK TREE, AND 113.44 FEET SOUTH OF THE STATION.  A REFERENCE-MARK
 CA0638'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 CA0638'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0639 ***********************************************************************
 CA0639  DESIGNATION -  HORDS RM 2
 CA0639  PID         -  CA0639
 CA0639  STATE/COUNTY-  TX/COLEMAN
 CA0639  USGS QUAD   -  VALERA (1967)
 CA0639
 CA0639                         *CURRENT SURVEY CONTROL
 CA0639  ___________________________________________________________________
 CA0639* NAD 83(1986)-  31 50 40.     (N)    099 32 52.     (W)     SCALED    
 CA0639* NAVD 88     -       591.847  (meters)    1941.75   (feet)  ADJUSTED  
 CA0639  ___________________________________________________________________
 CA0639  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CA0639  DYNAMIC HT  -         591.061 (meters)    1939.17  (feet)  COMP
 CA0639  MODELED GRAV-     979,291.0   (mgal)                       NAVD 88
 CA0639
 CA0639  VERT ORDER  -  SECOND    CLASS 0
 CA0639
 CA0639.The horizontal coordinates were scaled from a topographic map and have
 CA0639.an estimated accuracy of +/- 6 seconds.
 CA0639
 CA0639.The orthometric height was determined by differential leveling
 CA0639.and adjusted by the National Geodetic Survey in June 1991..
 CA0639
 CA0639.The geoid height was determined by GEOID03.
 CA0639
 CA0639.The dynamic height is computed by dividing the NAVD 88
 CA0639.geopotential number by the normal gravity value computed on the
 CA0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0639.degrees latitude (g = 980.6199 gals.).
 CA0639
 CA0639.The modeled gravity was interpolated from observed gravity values.
 CA0639
 CA0639;                    North         East    Units  Estimated Accuracy
 CA0639;SPC TX C     - 3,241,690.      774,350.      MT  (+/- 180 meters Scaled)
 CA0639
 CA0639                          SUPERSEDED SURVEY CONTROL
 CA0639
 CA0639  NGVD 29 (??/??/92)  591.733  (m)         1941.38   (f) ADJ UNCH    2 0
 CA0639
 CA0639.Superseded values are not recommended for survey control.
 CA0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0639.See file dsdata.txt to determine how the superseded data were derived.
 CA0639
 CA0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA481233(NAD 83)
 CA0639_MARKER: DR = REFERENCE MARK DISK
 CA0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0639_STAMPING: HORDS NO. 2 1944
 CA0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0639+STABILITY: SURFACE MOTION
 CA0639
 CA0639  HISTORY     - Date     Condition        Report By
 CA0639  HISTORY     - 1943     MONUMENTED       CGS
 CA0639
 CA0639                          STATION DESCRIPTION
 CA0639
 CA0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0639'8.6 MI W FROM COLEMAN.
 CA0639'0.2 MILE SOUTH ALONG CONCHO STREET FROM THE POST OFFICE AT COLEMAN,
 CA0639'THENCE 7.9 MILES WEST ALONG THE HORDS CREEK ROAD, THENCE 0.3 MILE
 CA0639'SOUTHEAST ALONG A TRACK ROAD, THENCE 0.2 MILE SOUTH THROUGH AN
 CA0639'UNCULTIVATED FIELD, ON A SMALL ROUND-TOPPED HILL ON THE PROPERTY OF A
 CA0639'MR. STRANGE OF COLEMAN, AND 90.33 FEET NORTHWEST OF THE STATION.  A
 CA0639'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0483 ***********************************************************************
 CE0483  DESIGNATION -  HORIZON CITY RADAR DOME
 CE0483  PID         -  CE0483
 CE0483  STATE/COUNTY-  TX/EL PASO
 CE0483  USGS QUAD   -  CLINT NW (1995)
 CE0483
 CE0483                         *CURRENT SURVEY CONTROL
 CE0483  ___________________________________________________________________
 CE0483* NAD 83(1993)-  31 40 50.24951(N)    106 11 50.43824(W)     ADJUSTED  
 CE0483* NAVD 88     -                                                        
 CE0483  ___________________________________________________________________
 CE0483  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 CE0483  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CE0483
 CE0483  HORZ ORDER  -  THIRD
 CE0483
 CE0483.The horizontal coordinates were established by classical geodetic methods
 CE0483.and adjusted by the National Geodetic Survey in February 1996..
 CE0483
 CE0483
 CE0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0483
 CE0483.The geoid height was determined by GEOID03.
 CE0483
 CE0483;                    North         East     Units Scale Factor Converg.
 CE0483;SPC TX C     - 3,237,914.986   144,263.369   MT  0.99995183   -3 01 13.1
 CE0483;SPC TX C     -10,623,059.42    473,304.07   sFT  0.99995183   -3 01 13.1
 CE0483;UTM  13      - 3,505,659.094   386,510.467   MT  0.99975885   -0 37 44.0
 CE0483
 CE0483                          SUPERSEDED SURVEY CONTROL
 CE0483
 CE0483  NAD 83(1993)-  31 40 50.25473(N)    106 11 50.43512(W) AD(       ) 4
 CE0483  NAD 83(1986)-  31 40 50.25453(N)    106 11 50.43592(W) AD(       ) 4
 CE0483  NAD 27      -  31 40 49.84987(N)    106 11 48.51000(W) AD(       ) 3
 CE0483
 CE0483.Superseded values are not recommended for survey control.
 CE0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0483.See file dsdata.txt to determine how the superseded data were derived.
 CE0483
 CE0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR8651005659(NAD 83)
 CE0483_MARKER: 26 = SPHERICAL RADOME
 CE0483
 CE0483  HISTORY     - Date     Condition        Report By
 CE0483  HISTORY     - 1980     FIRST OBSERVED   NGS
 CE0483
 CE0483                          STATION DESCRIPTION
 CE0483
 CE0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 CE0483'THE STATION, HORIZON CITY FEDERAL AVIATION ADMINISTRATION
 CE0483'UNITED STATES AIR FORCE RADAR DOME, IS THE TOP CENTER OF
 CE0483'A DOME SHAPED STRUCTURE PAINTED WHITE, SUPPORTED BY FOUR
 CE0483'TRUSS-WORK LEGS AND IS 22.9 METERS IN HEIGHT.
 CE0483'
 CE0483'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) SOUTHEAST FROM
 CE0483'HORIZON CITY, 0.3 KM (0.2 MI) SOUTH OF HORIZON BOULEVARD
 CE0483'AND 76.2 METERS NORTHEAST OF DARRINGTON ROAD.
 CE0483'OWNERSHIP--FEDERAL AVIATION ADMINISTRATION, UNITED
 CE0483'STATES AIR FORCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1283 ***********************************************************************
 AJ1283  DESIGNATION -  HORN
 AJ1283  PID         -  AJ1283
 AJ1283  STATE/COUNTY-  TX/DUVAL
 AJ1283  USGS QUAD   -  CONCEPCION NW (1968)
 AJ1283
 AJ1283                         *CURRENT SURVEY CONTROL
 AJ1283  ___________________________________________________________________
 AJ1283* NAD 83(1993)-  27 28 28.99292(N)    098 24 29.55937(W)     ADJUSTED  
 AJ1283* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 AJ1283  ___________________________________________________________________
 AJ1283  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AJ1283  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AJ1283
 AJ1283  HORZ ORDER  -  SECOND
 AJ1283
 AJ1283.The horizontal coordinates were established by classical geodetic methods
 AJ1283.and adjusted by the National Geodetic Survey in February 1996..
 AJ1283
 AJ1283.The orthometric height was scaled from a topographic map.
 AJ1283
 AJ1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1283
 AJ1283.The geoid height was determined by GEOID03.
 AJ1283
 AJ1283;                    North         East     Units Scale Factor Converg.
 AJ1283;SPC TX S     - 5,200,322.732   309,071.298   MT  0.99992883   +0 02 30.0
 AJ1283;SPC TX S     -17,061,392.16  1,014,011.42   sFT  0.99992883   +0 02 30.0
 AJ1283;UTM  14      - 3,039,155.962   558,466.502   MT  0.99964219   +0 16 22.9
 AJ1283
 AJ1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1283!SPC TX S     -   0.99998597  x   0.99992883  =   0.99991480
 AJ1283!UTM  14      -   0.99998597  x   0.99964219  =   0.99962816
 AJ1283
 AJ1283:                Primary Azimuth Mark                     Grid Az
 AJ1283:SPC TX S     -  S 621                                    000 20 19.1
 AJ1283:UTM  14      -  S 621                                    000 06 26.2
 AJ1283
 AJ1283|---------------------------------------------------------------------|
 AJ1283| PID    Reference Object                     Distance      Geod. Az  |
 AJ1283|                                                           dddmmss.s |
 AJ1283| AJ0224 S 621                                              0002249.1 |
 AJ1283| CV3315 HORN RM 1                            28.990 METERS 01444     |
 AJ1283| AJ1277 CONCEPCION EMACULATE CON CH         APPROX.10.2 KM 1492652.8 |
 AJ1283| CV3316 HORN RM 2                            27.955 METERS 16433     |
 AJ1283| AJ1225 BENAVIDES MUNICIPAL TANK            APPROX.13.3 KM 3562709.2 |
 AJ1283|---------------------------------------------------------------------|
 AJ1283
 AJ1283                          SUPERSEDED SURVEY CONTROL
 AJ1283
 AJ1283  NAD 83(1986)-  27 28 28.99934(N)    098 24 29.53385(W) AD(       ) 2
 AJ1283  NAD 27      -  27 28 27.87450(N)    098 24 28.49760(W) AD(       ) 2
 AJ1283
 AJ1283.Superseded values are not recommended for survey control.
 AJ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1283.See file dsdata.txt to determine how the superseded data were derived.
 AJ1283
 AJ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR5846739156(NAD 83)
 AJ1283_MARKER: DS = TRIANGULATION STATION DISK
 AJ1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1283
 AJ1283  HISTORY     - Date     Condition        Report By
 AJ1283  HISTORY     - 1961     MONUMENTED       CGS
 AJ1283
 AJ1283                          STATION DESCRIPTION
 AJ1283
 AJ1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1283'THE STATION IS APPROXIMATELY 8 MILES SOUTH OF BENAVIDES, 7
 AJ1283'MILES NORTH OF RAMIREZ, 6 MILES NORTHWEST OF CONCEPCION, WEST
 AJ1283'OF THE RIGHT-OF-WAY OF STATE HIGHWAY 339 AND ON LAND OWNED
 AJ1283'BY THE MILLER ESTATE.
 AJ1283'
 AJ1283'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE JUNCTION
 AJ1283'OF STATE HIGHWAY 339 AND FARM ROAD 716 WHICH IS APPROXIMATELY
 AJ1283'3 MILES WEST OF CONCEPCION, GO NORTH ON HIGHWAY 339 FOR 4.6
 AJ1283'MILES TO A ROAD AND A GATE ON THE LEFT.  CONTINUE NORTH ON
 AJ1283'HIGHWAY 339 FOR 0.2 MILE TO THE STATION ON THE LEFT.  (CONTINUE
 AJ1283'NORTH ON HIGHWAY 339 FOR 2.1 MILES TO THREE STORAGE TANKS ON
 AJ1283'THE LEFT.  CONTINUE NORTH ON HIGHWAY 339 FOR 0.05 MILE TO
 AJ1283'BENCH MARK S 621 ON THE RIGHT.)
 AJ1283'
 AJ1283'STATION MARKS ARE STANDARD DISKS STAMPED HORN 1961.  THE
 AJ1283'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AJ1283'4 INCHES.  IT IS 75 FEET WEST OF THE CENTER LINE OF STATE
 AJ1283'HIGHWAY 339, 26 FEET WEST OF A FENCE AND 2 FEET EAST OF A
 AJ1283'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 AJ1283'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1283'
 AJ1283'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HORN NO 1 1961,
 AJ1283'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AJ1283'IT IS 151 FEET SOUTH OF A TELEPHONE POLE, 51 FEET WEST OF THE
 AJ1283'CENTER LINE OF HIGHWAY 339 AND 1 FOOT WEST OF THE FENCE.
 AJ1283'
 AJ1283'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HORN NO 2 1961,
 AJ1283'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AJ1283'IT IS 50 FEET WEST OF THE CENTER LINE OF HIGHWAY 339 AND
 AJ1283'1 FOOT WEST OF THE FENCE.
 AJ1283'
 AJ1283'S 621, IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 AJ1283'MARK DISK STAMPED S 621 1942, SET IN A 6 BY 6 SQUARE CONCRETE
 AJ1283'POST WHICH PROJECTS 4 INCHES.  IT IS 49.5 FEET EAST OF THE
 AJ1283'CENTER LINE OF HIGHWAY 339, 1.5 FEET SOUTH OF A METAL WITNESS
 AJ1283'POST AND 1 FOOT WEST OF A FENCE.
 AJ1283'
 AJ1283'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1283'
 AJ1283'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2308 ***********************************************************************
 AN2308  DESIGNATION -  HORNEY
 AN2308  PID         -  AN2308
 AN2308  STATE/COUNTY-  TX/CALHOUN
 AN2308  USGS QUAD   -  ST CHARLES BAY SE (1973)
 AN2308
 AN2308                         *CURRENT SURVEY CONTROL
 AN2308  ___________________________________________________________________
 AN2308* NAD 83(1993)-  28 06 02.50159(N)    096 49 58.10348(W)     ADJUSTED  
 AN2308* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2308  ___________________________________________________________________
 AN2308  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AN2308  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AN2308
 AN2308  HORZ ORDER  -  SECOND
 AN2308
 AN2308.The horizontal coordinates were established by classical geodetic methods
 AN2308.and adjusted by the National Geodetic Survey in February 1996..
 AN2308
 AN2308.The orthometric height was scaled from a topographic map.
 AN2308
 AN2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2308
 AN2308.The geoid height was determined by GEOID03.
 AN2308
 AN2308;                    North         East     Units Scale Factor Converg.
 AN2308;SPC TXSC     - 4,031,606.440   812,978.355   MT  1.00009312   +1 03 42.2
 AN2308;SPC TXSC     -13,227,028.80  2,667,246.49   sFT  1.00009312   +1 03 42.2
 AN2308;UTM  14      - 3,110,254.192   712,913.970   MT  1.00015954   +1 01 16.3
 AN2308
 AN2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2308!SPC TXSC     -   1.00000391  x   1.00009312  =   1.00009703
 AN2308!UTM  14      -   1.00000391  x   1.00015954  =   1.00016345
 AN2308
 AN2308:                Primary Azimuth Mark                     Grid Az
 AN2308:SPC TXSC     -  HORNEY RM 2                              007 22 39.1
 AN2308:UTM  14      -  HORNEY RM 2                              007 25 05.0
 AN2308
 AN2308|---------------------------------------------------------------------|
 AN2308| PID    Reference Object                     Distance      Geod. Az  |
 AN2308|                                                           dddmmss.s |
 AN2308| CV7269 HORNEY RM 2                                        0082621.3 |
 AN2308| CV7268 HORNEY RM 1                         138.730 METERS 27310     |
 AN2308| AN2317 BITE                                APPROX. 7.3 KM 3165101.3 |
 AN2308|---------------------------------------------------------------------|
 AN2308
 AN2308                          SUPERSEDED SURVEY CONTROL
 AN2308
 AN2308  NAD 83(1986)-  28 06 02.51023(N)    096 49 58.08294(W) AD(       ) 2
 AN2308  NAD 27      -  28 06 01.45900(N)    096 49 57.12700(W) AD(       ) 2
 AN2308
 AN2308.Superseded values are not recommended for survey control.
 AN2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2308.See file dsdata.txt to determine how the superseded data were derived.
 AN2308
 AN2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1291410254(NAD 83)
 AN2308_MARKER: DS = TRIANGULATION STATION DISK
 AN2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2308_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2308
 AN2308  HISTORY     - Date     Condition        Report By
 AN2308  HISTORY     - 1934     MONUMENTED       CGS
 AN2308  HISTORY     - 1937     GOOD             TSI
 AN2308  HISTORY     - 1938     GOOD             CGS
 AN2308  HISTORY     - 1952     SEE DESCRIPTION  USGS
 AN2308  HISTORY     - 1954     SEE DESCRIPTION  CGS
 AN2308  HISTORY     - 1959     SEE DESCRIPTION  ATRECO
 AN2308  HISTORY     - 1967     SEE DESCRIPTION  CGS
 AN2308  HISTORY     - 1968     SEE DESCRIPTION  CGS
 AN2308  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2308  HISTORY     - 1977     GOOD             NGS
 AN2308  HISTORY     - 1983     GOOD             LOCENG
 AN2308
 AN2308                          STATION DESCRIPTION
 AN2308
 AN2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2308'STATION IS ABOUT 15 MILES NE OF ROCKPORT, ON THE SW END OF
 AN2308'MATAGORDA ISLAND.  IT IS ON A HIGH GRASSY SAND HILL BORDERED
 AN2308'ON THE W SIDE BY A TIDE FLAT.  IT IS 250 METERS E OF THE E
 AN2308'SHORE OF CEDAR BAYOU AND 3/4 MILE SW OF THE POINT WHERE
 AN2308'CEDAR BAYOU JOINS MESQUITE BAY.
 AN2308'
 AN2308'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN2308'SET IN CONCRETE.
 AN2308'
 AN2308'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE
 AN2308'STATION--SMALL WHITE HOUSE (2 MILES DISTANT), 63 DEG.  WINDMILL
 AN2308'ON GULF BEACH (3/4 MILE DISTANT), 163 DEG.
 AN2308'
 AN2308'HEIGHT OF LIGHT ABOVE STATION MARK - 6.1 METERS.
 AN2308
 AN2308                          STATION RECOVERY (1937)
 AN2308
 AN2308'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AN2308'DESCRIPTION ACCURATE.  STATION IN GOOD CONDITION.  TOWER
 AN2308'DISMANTLED.
 AN2308
 AN2308                          STATION RECOVERY (1938)
 AN2308
 AN2308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2308'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 AN2308'GOOD CONDITION.
 AN2308'
 AN2308'STATION IS LOCATED NEAR THE SW END OF MATAGORDA ISLAND, 250
 AN2308'METERS E OF CEDAR BAYOU, AND 3/4 MILE S OF THE JUNCTION
 AN2308'OF CEDAR BAYOU AND MESQUITE BAY.  IT IS AT THE HIGHEST PART
 AN2308'OF A SMALL GRASS-COVERED SAND HILL ABOUT 8 FEET HIGH.
 AN2308
 AN2308                          STATION RECOVERY (1952)
 AN2308
 AN2308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 AN2308'SURFACE MARK GONE, SUB-SURFACE MARK OK.  R.M. 1 AND 2 OK.
 AN2308
 AN2308                          STATION RECOVERY (1954)
 AN2308
 AN2308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (RMB)
 AN2308'HILL HAS BEEN CUT DOWN.  SURFACE MARK IS LYING ON GROUND
 AN2308'NEAR THE UNDERGROUND MARK.  UNDERGROUND MARK NOW PROJECTS
 AN2308'ABOUT 1 FOOT ABOVE GROUND.  HUMBLE OIL CO. HAS ERECTED A
 AN2308'STEEL TOWER OVER STATION.  THERE IS ALSO A FENCE AROUND
 AN2308'STATION.
 AN2308
 AN2308                          STATION RECOVERY (1959)
 AN2308
 AN2308'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1959 (RAW)
 AN2308'UNDERGROUND MARK RECOVERED AS DESCRIBED.  THIS MARK IS SURROUNDED
 AN2308'BY FOUR CONCRETE BLOCK PIERS WHICH SUPPORTED A WINDMILL THAT
 AN2308'HAS BEEN REMOVED.  THE REFERENCE MARKS HAVE BEEN BEEN COVERED
 AN2308'BY DREDGE FILL FROM THE OPENING OF CEDAR BAYOU BETWEEN ST.
 AN2308'JOSEPH AND MATAGORDA ISLANDS.
 AN2308'
 AN2308'A NEW REFERENCE POINT, WHICH IS A 2 INCH IRON PIPE, WAS SET ON TOP
 AN2308'OF A SAND DUNE S 23 DEG 11 MIN 04.6 SEC W 3794.86
 AN2308'FEET FROM THE STATION.
 AN2308
 AN2308                          STATION RECOVERY (1967)
 AN2308
 AN2308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CRL)
 AN2308'THE SUB-SURFACE MARK WAS RECOVERED.  IT IS LOCATED ABOUT
 AN2308'2 MILES WEST-SOUTHWEST OF THE RANCH HEADQUARTERS ON MATAGORDA
 AN2308'ISLAND AND 500 FEET EAST-SOUTHEAST OF CEDAR BAYOU.  IT IS
 AN2308'NEAR THE CENTER OF 4 CONCRETE PIERS WHICH APPEARS TO HAVE
 AN2308'BEEN THE FOOTINGS FOR SOME SORT OF A TOWER IN THE PAST.  THE
 AN2308'STATION MARK IS LAYING OFF TO THE SIDE AND THE SUB-SURFACE
 AN2308'MARK PROJECTS 2 INCHES.  THE UNDERGROUND MARK IS 12 TO 14
 AN2308'INCHES IN DIAMETER AND NOT THE REGULAR SIZE OF THIS TYPE
 AN2308'MARK.  MR. DON STOREY OF SUN OIL COMPANY SET UP ON STATION
 AN2308'BRAY AND TURNED THE ANGLE FROM HORNEY TO SNAKE WITH A KERN
 AN2308'DKM2.  HIS RESULTS WERE WITHIN 1 SECOND OF THE OBSERVED
 AN2308'ANGLE.  SO IT APPEARS THAT SOMEONE HAS RESET THIS SUB-SURFACE
 AN2308'MARK IN PLACE.
 AN2308'
 AN2308'THE MARK IS STAMPED HORNY 1934.
 AN2308'
 AN2308'THE REFERENCE MARKS WERE NOT RECOVERED.
 AN2308'
 AN2308'THIS STATION WAS REACHED BY HELICOPTER, BUT A 4-WHEEL DRIVE
 AN2308'CAN BE DRIVEN TO IT.
 AN2308
 AN2308                          STATION RECOVERY (1968)
 AN2308
 AN2308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AN2308'STATION SURFACE MARK DESTROYED.  UNDERGROUND MARK WAS RECOVERED
 AN2308'IN GOOD CONDITION.  THERE IS NO FENCE AROUND THE STATION.
 AN2308'REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.  THEY WERE
 AN2308'REPORTED COVERED BY DREDGE FILL AND THIS APPEARS TO BE CORRECT.
 AN2308'THE NOTES BY E.O.H. IN 1934 AND R.A.W. IN 1959 ARE ADEQUATE.
 AN2308'
 AN2308'TO REACH--UPON DEPARTING FROM THE FERRY AT THE MATAGORDA
 AN2308'ISLAND AIR FORCE BASE, BEAR RIGHT AND GO 0.8 MILE ON CURVING
 AN2308'ROAD CIRCUMVENTING THE WEST END OF THE AIRFIELD.  TURN RIGHT,
 AN2308'AND GO SOUTH FOR 7.8 MILES PASSING THROUGH VARIOUS CATTLE
 AN2308'GUARDS AND GATES TO THE GATE AT THE ENTRANCE TO CHARLIE
 AN2308'BOMBING RANGE.  STOP, AND USE PHONE AT THE EAST OF GATE
 AN2308'TO CALL OPERATIONS, AND GAIN PERMISSION TO CROSS BOMBING RANGE.
 AN2308'THEN CONTINUE SOUTH FOR 8.1 MILES TO GATE AT ENTRANCE TO
 AN2308'WYNNE RANCH (ALSO CALLED STAR RANCH), CONTINUE SOUTH FOR
 AN2308'11.7 MILES TO JUNCTION WITH RUNWAY JUST BEFORE RANCH.  CROSS
 AN2308'RUNWAY, AND CONTINUE SOUTH FOR 2.7 MILES.  TURN RIGHT, AND
 AN2308'GO NORTH CROSS COUNTRY (4 WHEEL DRIVE ONLY) FOR 0.5 MILE
 AN2308'TO STATION.
 AN2308
 AN2308                          STATION RECOVERY (1969)
 AN2308
 AN2308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2308'THE STATION SITE WAS VISITED AND THE UNDERGROUND STATION
 AN2308'MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.  THE
 AN2308'SURFACE STATION MARK HAS BEEN REMOVED FROM THE GROUND AND IS
 AN2308'LYING NEARBY.  THE UNDERGROUND MARK IS NOW FLUSH WITH THE
 AN2308'GROUND AND HAS BEEN REINFORCED WITH CONCRETE AND IS IN NO DANGER
 AN2308'OF BEING LOST.  IT WAS DEEMED IMPRACTICAL TO SET A SURFACE
 AN2308'MARK AS THIS PARTY HAD TO WALK TO THE STATION.  REFERENCE
 AN2308'MARK 2 WAS NOT SEARCHED FOR AS IT IS ACROSS A CANAL AND
 AN2308'A BOAT WOULD BE NEEDED TO REACH IT FROM THE STATION.  THE
 AN2308'MARKS ARE STAMPED HORNY RATHER THAN HORNEY.  A COMPLETE
 AN2308'DESCRIPTION FOLLOWS--
 AN2308'
 AN2308'THE STATION IS LOCATED ON THE SOUTHWEST END OF MATAGORDA
 AN2308'ISLAND, 14 MILES WEST-NORTH WEST OF ROCKPORT, 2-1/2 MILES
 AN2308'SOUTHWEST OF THE WINN RANCH BUILDINGS, 1/3 MILE EAST OF
 AN2308'CEDAR BAYOU AND ON A LOW SAND HUMP IN GENERALLY FLAT GRASS
 AN2308'LAND.
 AN2308'
 AN2308'TO REACH THE STATION FROM THE DOCKS AT THE MATAGORDA AIR
 AN2308'FORCE BASE, WHICH IS LOCATED NEAR THE NORTHEAST END OF THE
 AN2308'ISLAND, (TRANSPORTATION OF TRUCKS TO THE ISLAND CAN BE OBTAINED
 AN2308'FROM THE USAF BY ADVANCE ARRANGEMENT), GO SOUTH AND SOUTHWESTERLY,
 AN2308'PASSING THE SEWAGE TREATMENT PLANT ENROUTE, FOR 1.95 MILES TO
 AN2308'THE HAWES RANCH CAMP ON THE RIGHT.  CONTINUE SOUTHERLY ON
 AN2308'PAVED ROAD FOR 6.5 MILES TO THE ENTRANCE TO BRAVO BOMBING
 AN2308'RANGE (PRIOR PERMISSION TO CROSS THIS AREA MUST BE OBTAINED
 AN2308'FROM THE BASE COMMANDER).  CONTINUE SOUTHERLY ON PAVED ROAD
 AN2308'11.9 MILES TO CATTLE GUARD AND THE BEGINNING OF THE PAVEMENT
 AN2308'(A SECTION OF 5.35 MILES OF THIS MILEAGE IS ON SHELL ROAD).
 AN2308'CONTINUE SOUTHERLY ON PAVED ROAD FOR 4.85 MILES TO POINT
 AN2308'WHERE ROAD CROSSES AN APPROXIMATELY NORTH-SOUTH PAVED AIR STRIP.
 AN2308'CROSS AIR STRIP AND GO SOUTHERLY 0.1 MILE TO CROSS ROADS JUST
 AN2308'SOUTHEAST OF THE RANCH BUILDINGS.  CONTINUE STRAIGHT AHEAD,
 AN2308'SOUTHWESTERLY ON PAVED ROAD FOR 2.6 MILES TO PIPE CULVERT
 AN2308'UNDER ROAD AT MAN-MADE DITCH CROSSING AND END OF TRUCK
 AN2308'TRAVEL FOR 2-WHEEL DRIVE VEHICLES.  WALK NORTHWESTERLY ON
 AN2308'A TRUE BEARING OF 328 DEG FOR 2/3 MILE TO STATION ON LOW
 AN2308'HUMP.
 AN2308'
 AN2308'THE STATION MARK IS A STANDARD DISK, STAMPED HORNY 1934,
 AN2308'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3 FEET IN DIAMETER
 AN2308'AND PROJECTING 2 INCHES.  IT IS ON LOW SAND HUMP ABOUT FOUR
 AN2308'FEET ABOVE THE GENERAL LEVEL OF THE GRASS LAND, AT THE CENTER
 AN2308'OF FOUR CONCRETE PIERS WITH TWO BOLTS IN THE TOP OF EACH
 AN2308'AND AT THE CENTER OF FOUR IRREGULAR MASSES OF CONCRETE HOLDING
 AN2308'THE STUBS OF LEGS OF SOME PAST TOWER.  A METAL WITNESS POST
 AN2308'AND SIGN WAS SET 2.5 FEET SOUTH OF THE MARK.  NO UNDERGROUND
 AN2308'MARK NOW EXISTS FOR THIS STATION.
 AN2308'
 AN2308'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HORNY NO 1
 AN2308'1934, SET IN THE TOP OF A CONCRETE POST THAT IS 6 INCHES BELOW
 AN2308'THE GROUND SURFACE.  IT IS 138.73 METERS WEST OF THE STATION
 AN2308'ACROSS MUD FLAT AND 2 FEET NORTH OF METAL FENCE POST.
 AN2308'
 AN2308'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 AN2308'WEST-NORTHWEST OF ROCKPORT.
 AN2308
 AN2308                          STATION RECOVERY (1977)
 AN2308
 AN2308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AN2308'UNDERGROUND STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 AN2308'A SEARCH WAS MADE FOR THE REFERENCE MARK BUT WAS NOT FOUND.  THE
 AN2308'STATION IS ON THE PROPERTY OF MR. T.L. WYNNE, 4100 FIRST NATIONAL
 AN2308'BANK BUILDING, DALLAS, TEXAS.  THE 1969 RECOVERY NOTE IS ADEQUATE.
 AN2308'THE LAST MILAGE STATED THE ROAD AS PAVED, THE ROAD IS SHELL
 AN2308'ROAD.  THE WITNESS POST CAN BE SEEN FROM THE CULVERT AT THE END
 AN2308'OF TRUCK TRAVEL.  NOTE A FOUR-WHEEL DRIVE COULD BE DRIVEN TO
 AN2308'STATION.
 AN2308'
 AN2308'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15 MILE NE OF
 AN2308'ROCKPORT.
 AN2308
 AN2308                          STATION RECOVERY (1983)
 AN2308
 AN2308'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (FM)
 AN2308'STATION RECOVERED GOOD.
 AN2308'
 AN2308'THE STATION WAS FOUND IN GOOD CONDITION AND LAST DESCRIPTION OF
 AN2308'POINT IS GOOD AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1092 ***********************************************************************
 CD1092  SACS        -  This is a Secondary Airport Control Station.
 CD1092  DESIGNATION -  HORNPORT
 CD1092  PID         -  CD1092
 CD1092  STATE/COUNTY-  TX/CULBERSON
 CD1092  USGS QUAD   -  VAN HORN (1979)
 CD1092
 CD1092                         *CURRENT SURVEY CONTROL
 CD1092  ___________________________________________________________________
 CD1092* NAD 83(1993)-  31 03 35.64299(N)    104 47 06.34453(W)     ADJUSTED  
 CD1092* NAVD 88     -      1201.06   (meters)    3940.5    (feet)  GPS OBS   
 CD1092  ___________________________________________________________________
 CD1092  X           -  -1,395,804.594 (meters)                     COMP
 CD1092  Y           -  -5,288,478.204 (meters)                     COMP
 CD1092  Z           -   3,272,192.208 (meters)                     COMP
 CD1092  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CD1092  ELLIP HEIGHT-        1178.17  (meters)          (03/15/01) GPS OBS
 CD1092  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD1092
 CD1092  HORZ ORDER  -  FIRST
 CD1092  ELLP ORDER  -  FOURTH    CLASS II
 CD1092
 CD1092.This mark is at Culberson Co (VHN) Airport (VHN)
 CD1092
 CD1092.The horizontal coordinates were established by GPS observations
 CD1092.and adjusted by the National Geodetic Survey in December 1996..
 CD1092
 CD1092.The orthometric height was determined by GPS observations and a
 CD1092.high-resolution geoid model.
 CD1092
 CD1092.GPS derived orthometric heights for airport stations designated as
 CD1092.PACS or SACS are published to 2 decimal places.  This maintains
 CD1092.centimeter relative accuracy between the PACS and SACS.  It does
 CD1092.not indicate centimeter accuracy relative to other marks which are
 CD1092.part of the NAVD 88 network.
 CD1092
 CD1092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CD1092
 CD1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1092
 CD1092.The ellipsoidal height was determined by GPS observations
 CD1092.and is referenced to NAD 83.
 CD1092
 CD1092.The geoid height was determined by GEOID03.
 CD1092
 CD1092;                    North         East     Units Scale Factor Converg.
 CD1092;SPC TX C     - 3,162,946.841   275,267.131   MT  0.99988226   -2 17 34.5
 CD1092;SPC TX C     -10,377,101.43    903,105.58   sFT  0.99988226   -2 17 34.5
 CD1092;UTM  13      - 3,436,260.320   520,503.254   MT  0.99960519   +0 06 39.2
 CD1092
 CD1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1092!SPC TX C     -   0.99981502  x   0.99988226  =   0.99969730
 CD1092!UTM  13      -   0.99981502  x   0.99960519  =   0.99942029
 CD1092
 CD1092:                Primary Azimuth Mark                     Grid Az
 CD1092:SPC TX C     -  HORNPORT AZ MK                           227 07 27.8
 CD1092:UTM  13      -  HORNPORT AZ MK                           224 43 14.1
 CD1092
 CD1092|---------------------------------------------------------------------|
 CD1092| PID    Reference Object                     Distance      Geod. Az  |
 CD1092|                                                           dddmmss.s |
 CD1092| CD1093 HORNPORT AZ MK                      APPROX. 0.8 KM 2244953.3 |
 CD1092|---------------------------------------------------------------------|
 CD1092
 CD1092                          SUPERSEDED SURVEY CONTROL
 CD1092
 CD1092  ELLIP H (12/16/96) 1178.21   (m)                       GP(       ) 4 2
 CD1092  NAD 83(1993)-  31 03 35.64279(N)    104 47 06.34335(W) AD(       ) 3
 CD1092  ELLIP H (02/16/96) 1178.33   (m)                       GP(       ) 5 1
 CD1092  ELLIP H (12/21/93) 1178.39   (m)                       GP(       ) 4 1
 CD1092  NAD 83(1986)-  31 03 35.63852(N)    104 47 06.35068(W) AD(       ) 3
 CD1092  NGVD 29 (10/23/89) 1200.5    (m)         3939.     (f) GPS OBS        
 CD1092
 CD1092.Superseded values are not recommended for survey control.
 CD1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1092.See file dsdata.txt to determine how the superseded data were derived.
 CD1092
 CD1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ2050336260(NAD 83)
 CD1092_MARKER: I = METAL ROD
 CD1092_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CD1092_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CD1092_STAMPING: HORNPORT 1989
 CD1092_MARK LOGO: NGS   
 CD1092_PROJECTION: RECESSED 5 CENTIMETERS
 CD1092_MAGNETIC: I = MARKER IS A STEEL ROD
 CD1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CD1092+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CD1092_ROD/PIPE-DEPTH: 3.81 meters
 CD1092_SLEEVE-DEPTH  : 0.76 meters
 CD1092
 CD1092  HISTORY     - Date     Condition        Report By
 CD1092  HISTORY     - 1989     MONUMENTED       NGS
 CD1092
 CD1092                          STATION DESCRIPTION
 CD1092
 CD1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CD1092'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) EAST-NORTHEAST OF VAN
 CD1092'HORN, 1.6 KM (1.00 MI) NORTH OF INTERSTATE 10, AT THE CULBERSON COUNTY
 CD1092'AIRPORT, AT THE JUNCTION OF A RAMP AND RUNWAY 3-21.
 CD1092'OWNERSHIP--CULBERSON COUNTY, COUNTY COURTHOUSE, VAN HORN, TEXAS 79855.
 CD1092'THE AIRPORT MANAGER IS LARRY SIMPSON, TELEPHONE 915-283-2237.
 CD1092'TO REACH THE STATION FROM THE JUNTION OF U.S. HIGHWAY 80 AND STATE
 CD1092'HIGHWAY 54 IN VAN HORN, GO NORTH ON STATE HIGHWAY 54 FOR 1.04 KM
 CD1092'(0.65 MI) TO A CROSS STREET.  TURN RIGHT AND GO EAST ON FARM ROAD 2185
 CD1092'FOR 3.89 KM (2.40 MI) TO A FORK.  BEAR RIGHT AND GO EAST ON A PAVED
 CD1092'ROAD FOR 0.12 KM (0.05 MI) TO BENCH MARK P 1070 ON THE RIGHT.
 CD1092'CONTINUE AHEAD FOR 0.73 KM (0.45 MI) TO ROAD END AT A PERIMETER FENCE.
 CD1092'TURN RIGHT AND GO SOUTHWEST ON A DIRT LANE FOR 0.11 KM (0.05 MI) TO
 CD1092'APRON, GAS PUMP, AND HANGAR.  TURN LEFT AND GO SOUTHEAST ACROSS THE
 CD1092'TARMAC AND RAMP FOR 0.16 KM (0.10 MI) TO THE RUNWAY AND THE STATION ON
 CD1092'THE RIGHT.
 CD1092'THE STATION IS 24.8 M (81.4 FT) NORTHWEST OF THE RUNWAY CENTER, 10.8 M
 CD1092'(35.4 FT) SOUTHWEST OF THE RAMP CENTER, AND 9.6 M (31.5 FT) WEST OF
 CD1092'THE CURVED PAVEMENT OF THE JUNCTION OF THE RAMP AND RUNWAY.
 CD1092'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD1092'DESCRIBED BY R.D.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1093 ***********************************************************************
 CD1093  PACS        -  This is a Primary Airport Control Station.
 CD1093  DESIGNATION -  HORNPORT AZ MK
 CD1093  PID         -  CD1093
 CD1093  STATE/COUNTY-  TX/CULBERSON
 CD1093  USGS QUAD   -  VAN HORN (1979)
 CD1093
 CD1093                         *CURRENT SURVEY CONTROL
 CD1093  ___________________________________________________________________
 CD1093* NAD 83(1993)-  31 03 17.85093(N)    104 47 26.88937(W)     ADJUSTED  
 CD1093* NAVD 88     -      1205.40   (meters)    3954.7    (feet)  GPS OBS   
 CD1093  ___________________________________________________________________
 CD1093  X           -  -1,396,404.469 (meters)                     COMP
 CD1093  Y           -  -5,288,616.105 (meters)                     COMP
 CD1093  Z           -   3,271,724.955 (meters)                     COMP
 CD1093  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CD1093  ELLIP HEIGHT-        1182.50  (meters)          (10/24/00) GPS OBS
 CD1093  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD1093
 CD1093  HORZ ORDER  -  B
 CD1093  ELLP ORDER  -  FOURTH    CLASS II
 CD1093
 CD1093.This mark is at Culberson Co (VHN) Airport (VHN)
 CD1093
 CD1093.The horizontal coordinates were established by GPS observations
 CD1093.and adjusted by the National Geodetic Survey in August 1996..
 CD1093
 CD1093.The orthometric height was determined by GPS observations and a
 CD1093.high-resolution geoid model.
 CD1093
 CD1093.GPS derived orthometric heights for airport stations designated as
 CD1093.PACS or SACS are published to 2 decimal places.  This maintains
 CD1093.centimeter relative accuracy between the PACS and SACS.  It does
 CD1093.not indicate centimeter accuracy relative to other marks which are
 CD1093.part of the NAVD 88 network.
 CD1093
 CD1093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CD1093
 CD1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1093
 CD1093.The ellipsoidal height was determined by GPS observations
 CD1093.and is referenced to NAD 83.
 CD1093
 CD1093.The geoid height was determined by GEOID03.
 CD1093
 CD1093;                    North         East     Units Scale Factor Converg.
 CD1093;SPC TX C     - 3,162,421.201   274,700.991   MT  0.99988218   -2 17 45.1
 CD1093;SPC TX C     -10,375,376.89    901,248.17   sFT  0.99988218   -2 17 45.1
 CD1093;UTM  13      - 3,435,711.549   519,959.809   MT  0.99960491   +0 06 28.5
 CD1093
 CD1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1093!SPC TX C     -   0.99981434  x   0.99988218  =   0.99969654
 CD1093!UTM  13      -   0.99981434  x   0.99960491  =   0.99941933
 CD1093
 CD1093:                Primary Azimuth Mark                     Grid Az
 CD1093:SPC TX C     -  HORNPORT                                 047 07 27.8
 CD1093:UTM  13      -  HORNPORT                                 044 43 14.2
 CD1093
 CD1093|---------------------------------------------------------------------|
 CD1093| PID    Reference Object                     Distance      Geod. Az  |
 CD1093|                                                           dddmmss.s |
 CD1093| CD1092 HORNPORT                            APPROX. 0.8 KM 0444942.7 |
 CD1093|---------------------------------------------------------------------|
 CD1093
 CD1093                          SUPERSEDED SURVEY CONTROL
 CD1093
 CD1093  ELLIP H (08/15/96) 1182.55   (m)                       GP(       ) 2 2
 CD1093  NAD 83(1993)-  31 03 17.85107(N)    104 47 26.88802(W) AD(       ) 3
 CD1093  ELLIP H (02/16/96) 1182.66   (m)                       GP(       ) 5 1
 CD1093  ELLIP H (12/21/93) 1182.83   (m)                       GP(       ) 4 1
 CD1093  NAD 83(1986)-  31 03 17.84683(N)    104 47 26.89531(W) AD(       ) 3
 CD1093  NGVD 29 (10/23/89) 1204.8    (m)         3953.     (f) GPS OBS        
 CD1093
 CD1093.Superseded values are not recommended for survey control.
 CD1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1093.See file dsdata.txt to determine how the superseded data were derived.
 CD1093
 CD1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ1996035712(NAD 83)
 CD1093_MARKER: I = METAL ROD
 CD1093_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CD1093_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CD1093_STAMPING: HORNPORT AZ MK 1989
 CD1093_MARK LOGO: NGS   
 CD1093_PROJECTION: FLUSH
 CD1093_MAGNETIC: I = MARKER IS A STEEL ROD
 CD1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CD1093+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1995
 CD1093_ROD/PIPE-DEPTH: 6.21 meters
 CD1093_SLEEVE-DEPTH  : 0.76 meters
 CD1093
 CD1093  HISTORY     - Date     Condition        Report By
 CD1093  HISTORY     - 1989     MONUMENTED       NGS
 CD1093  HISTORY     - 19950712 GOOD             NGS
 CD1093
 CD1093                          STATION DESCRIPTION
 CD1093
 CD1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 CD1093'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) EAST-NORTHEAST OF VAN
 CD1093'HORN, 1.6 KM (1.00 MI) NORTH OF INTERSTATE 10, AT THE CULBERSON COUNTY
 CD1093'AIRPORT, AT THE JUNCTION OF RUNWAY 3-21 AND RUNWAY END 7.
 CD1093'OWNERSHIP--CULBERSON COUNTY, COUNTY COURTHOUSE, VAN HORN, TEXAS 79855.
 CD1093'THE AIRPORT MANAGER IS LARRY SIMPSON, TELEPHONE 915-283-2237.
 CD1093'TO REACH THE STATION FROM THE JUNTION OF U.S. HIGHWAY 80 AND STATE
 CD1093'HIGHWAY 54 IN VAN HORN, GO NORTH ON STATE HIGHWAY 54 FOR 1.04 KM
 CD1093'(0.65 MI) TO A CROSS STREET.  TURN RIGHT AND GO EAST ON FARM ROAD 2185
 CD1093'FOR 3.89 KM (2.40 MI) TO A FORK.  BEAR RIGHT AND GO EAST ON A PAVED
 CD1093'ROAD FOR 0.12 KM (0.05 MI) TO BENCH MARK P 1070 ON THE RIGHT.
 CD1093'CONTINUE AHEAD FOR 0.73 KM (0.45 MI) TO ROAD END AT A PERIMETER FENCE.
 CD1093'TURN RIGHT AND GO SOUTHWEST ON A DIRT LANE FOR 0.11 KM (0.05 MI) TO
 CD1093'THE APRON, GAS PUMP, AND HANGAR.  TURN LEFT AND GO SOUTHEAST ACROSS
 CD1093'THE TARMAC AND RAMP FOR 0.16 KM (0.10 MI) TO THE RUNWAY AND THE
 CD1093'STATION ON THE RIGHT.  TURN RIGHT AND GO ALONG RUNWAY 3-21 FOR 0.78 KM
 CD1093'(0.50 MI) TO RUNWAY END 7 ON THE LEFT, A TAXI, AND THE STATION ON THE
 CD1093'RIGHT.
 CD1093'THE STATION IS 36.8 M (120.7 FT) NORTH OF THE EXTENDED CENTER OF
 CD1093'RUNWAY END 7, 29.0 M (95.1 FT) NORTHWEST OF THE CENTERLINE OF RUNWAY
 CD1093'3-21, 25.6 M (84.0 FT) WEST-SOUTHWEST OF THE FIRST RUNWAY LIGHT ALONG
 CD1093'RUNWAY 3-21, AND 0.5 M (1.6 FT) EAST-SOUTHEAST OF A WITNESS POST.
 CD1093'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD1093'DESCRIBED BY R.D.B.
 CD1093
 CD1093                          STATION RECOVERY (1995)
 CD1093
 CD1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 CD1093'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) EAST-NORTHEAST OF VAN
 CD1093'HORN, 1.6 KM (1.00 MI) NORTH OF INTERSTATE 10, AT THE CULBERSON COUNTY
 CD1093'AIRPORT, AT THE JUNCTION OF RUNWAY 3-21 AND RUNWAY END 7.
 CD1093'OWNERSHIP--CULBERSON COUNTY, COUNTY COURTHOUSE, VAN HORN, TEXAS 79855.
 CD1093'THE AIRPORT MANAGER IS LARRY SIMPSON, TELEPHONE 915-283-2237.  TO
 CD1093'REACH THE STATION FROM THE JUNTION OF U.S.  HIGHWAY 80 AND STATE
 CD1093'HIGHWAY 54 IN VAN HORN, GO NORTH ON STATE HIGHWAY 54 FOR 1.04 KM (0.65
 CD1093'MI) TO A CROSS STREET.  TURN RIGHT AND GO EAST ON FARM ROAD 2185 FOR
 CD1093'3.89 KM (2.40 MI) TO A FORK.  BEAR RIGHT AND GO EAST ON A PAVED ROAD
 CD1093'FOR 0.12 KM (0.05 MI) TO BENCH MARK P 1070 ON THE RIGHT.  CONTINUE
 CD1093'AHEAD FOR 0.73 KM (0.45 MI) TO ROAD END AT A PERIMETER FENCE.  TURN
 CD1093'RIGHT AND GO SOUTHWEST ON A DIRT LANE FOR 0.11 KM (0.05 MI) TO THE
 CD1093'APRON, GAS PUMP, AND HANGAR.  TURN LEFT AND GO SOUTHEAST ACROSS THE
 CD1093'TARMAC AND RAMP FOR 0.16 KM (0.10 MI) TO THE RUNWAY AND THE STATION ON
 CD1093'THE RIGHT.  TURN RIGHT AND GO ALONG RUNWAY 3-21 FOR 0.78 KM (0.50 MI)
 CD1093'TO RUNWAY END 7 ON THE LEFT, A TAXI, AND THE STATION ON THE RIGHT.
 CD1093'THE STATION IS 36.8 M (120.7 FT) NORTH OF THE EXTENDED CENTER OF
 CD1093'RUNWAY END 7, 29.0 M (95.1 FT) NORTHWEST OF THE CENTERLINE OF RUNWAY
 CD1093'3-21, 25.6 M (84.0 FT) WEST-SOUTHWEST OF THE FIRST RUNWAY LIGHT ALONG
 CD1093'RUNWAY 3-21, AND 0.5 M (1.6 FT) EAST-SOUTHEAST OF A WITNESS POST.
 CD1093'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  DESCRIBED BY
 CD1093'R.D.B.  THIS IS A PAC STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2046 ***********************************************************************
 BL2046  DESIGNATION -  HORSE
 BL2046  PID         -  BL2046
 BL2046  STATE/COUNTY-  TX/TYLER
 BL2046  USGS QUAD   -  HILLISTER (1984)
 BL2046
 BL2046                         *CURRENT SURVEY CONTROL
 BL2046  ___________________________________________________________________
 BL2046* NAD 83(1993)-  30 39 07.58494(N)    094 27 42.39156(W)     ADJUSTED  
 BL2046* NAVD 88     -        72.58   (+/-2cm)     238.1    (feet)  VERTCON   
 BL2046  ___________________________________________________________________
 BL2046  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BL2046  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BL2046
 BL2046  HORZ ORDER  -  FIRST
 BL2046  VERT ORDER  -  THIRD ? (See Below)
 BL2046
 BL2046.The horizontal coordinates were established by classical geodetic methods
 BL2046.and adjusted by the National Geodetic Survey in February 1996..
 BL2046
 BL2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2046.The vertical order pertains to the NGVD 29 superseded value.
 BL2046
 BL2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2046
 BL2046.The geoid height was determined by GEOID03.
 BL2046
 BL2046;                    North         East     Units Scale Factor Converg.
 BL2046;SPC TX C     - 3,124,088.806 1,262,466.805   MT  0.99990021   +3 01 27.1
 BL2046;SPC TX C     -10,249,614.69  4,141,943.18   sFT  0.99990021   +3 01 27.1
 BL2046;UTM  15      - 3,391,958.696   359,938.664   MT  0.99984200   -0 44 43.3
 BL2046
 BL2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2046!SPC TX C     -   0.99999295  x   0.99990021  =   0.99989316
 BL2046!UTM  15      -   0.99999295  x   0.99984200  =   0.99983495
 BL2046
 BL2046:                Primary Azimuth Mark                     Grid Az
 BL2046:SPC TX C     -  HORSE AZ MK 2                            099 02 38.0
 BL2046:UTM  15      -  HORSE AZ MK 2                            102 48 48.4
 BL2046
 BL2046|---------------------------------------------------------------------|
 BL2046| PID    Reference Object                     Distance      Geod. Az  |
 BL2046|                                                           dddmmss.s |
 BL2046| CV7747 HORSE AZ MK 2                                      1020405.1 |
 BL2046| CV7746 HORSE AZ MK                                        1200157.7 |
 BL2046| CV7748 HORSE RM 1                           54.218 METERS 15603     |
 BL2046| BL2042 VILLAGE MILLS HOUS PLINE MAST       APPROX.16.4 KM 1645557.1 |
 BL2046| CV7749 HORSE RM 2                           35.086 METERS 24426     |
 BL2046|---------------------------------------------------------------------|
 BL2046
 BL2046                          SUPERSEDED SURVEY CONTROL
 BL2046
 BL2046  NAD 83(1986)-  30 39 07.59987(N)    094 27 42.38114(W) AD(       ) 1
 BL2046  NAD 27      -  30 39 06.86600(N)    094 27 41.66900(W) AD(       ) 1
 BL2046  NGVD 29 (07/19/86)   72.58   (m)          238.1    (f) LEVELING    3  
 BL2046
 BL2046.Superseded values are not recommended for survey control.
 BL2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2046.See file dsdata.txt to determine how the superseded data were derived.
 BL2046
 BL2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP5993991959(NAD 83)
 BL2046_MARKER: DS = TRIANGULATION STATION DISK
 BL2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2046
 BL2046  HISTORY     - Date     Condition        Report By
 BL2046  HISTORY     - 1935     MONUMENTED       CGS
 BL2046  HISTORY     - 1952     GOOD             CGS
 BL2046
 BL2046                          STATION DESCRIPTION
 BL2046
 BL2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2046'STATION IS ABOUT 8 MILES SSW OF WOODVILLE, ABOUT 5 MILES
 BL2046'W OF HILLISTER, ABOUT 0.3 MILE WNW OF THE NEIL MILL SCHOOLHOUSE,
 BL2046'ON WOODED LAND THAT IS BELIEVED TO BE OWNED BY THE SOUTHWEST
 BL2046'OIL COMPANY OF HOUSTON, 34 FEET NE OF CENTER LINE OF THE
 BL2046'NW-SE WOODS ROAD, 26 FEET ENE OF THE TRIANGULAR-BLAZED 12-INCH
 BL2046'PINE TREE THAT STANDS ON NE SIDE OF THE ROAD, 41 FEET N OF
 BL2046'THE DIAMOND-BLAZED 10-INCH OAK TREE.  THE MARK PROJECTS 4
 BL2046'INCHES.
 BL2046'
 BL2046'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL2046'BRONZE DISKS SET IN CONCRETE.
 BL2046'
 BL2046'AZIMUTH MARK IS ESE OF STATION, ON GROUNDS OF THE NEIL MILL
 BL2046'SCHOOL, 58 FEET WNW OF THE SW CORNER OF THE SCHOOLHOUSE,
 BL2046'1 FOOT W OF THE FENCE THAT ENCLOSES THE SCHOOLHOUSE ON W,
 BL2046'4 FEET N OF THE N GATEPOST, ABOUT 72 FEET E OF THE CENTER LINE
 BL2046'OF THE N-S GRADED DIRT ROAD.  IT PROJECTS 4 INCHES.
 BL2046'
 BL2046'REFERENCE MARK NO. 1 IS SSE OF STATION, 11 FEET SW OF CENTER
 BL2046'LINE OF THE ROAD, 27 FEET SE OF A 7-INCH OAK TREE.  IT PROJECTS
 BL2046'6 INCHES.
 BL2046'
 BL2046'REFERENCE MARK NO. 2 IS SW OF STATION, 79 FEET SW OF CENTER
 BL2046'LINE OF THE ROAD, 89 FEET SW OF THE TRIANGULAR-BLAZED 12-INCH
 BL2046'PINE TREE, 12 FEET NNW OF A 10-INCH OAK TREE, 23 FEET NW OF A
 BL2046'12-INCH PINE TREE, 209.13 FEET WNW OF REFERENCE MARK NO. 1.
 BL2046'IT PROJECTS 6 INCHES.
 BL2046'
 BL2046'TO REACH FROM WOODVILLE, GO W ON STATE HIGHWAY 45, ABOUT 3
 BL2046'MILES TO A FORK WHERE A GRADED DIRT ROAD LEADS SW.  GO SW ON
 BL2046'THIS ROAD 3.0 MILES TO A FORK.  TAKE LEFT FORK, AND CONTINUE
 BL2046'ON MAIN TRAVELLED ROAD 8.2 MILES TO THE NEIL MILL SCHOOLHOUSE
 BL2046'ON E SIDE OF ROAD.  FROM SCHOOLHOUSE CONTINUE S ON GRADED
 BL2046'DIRT ROAD 0.35 MILE TO DIRT ROAD LEADING NW.  THENCE NW ON
 BL2046'THIS ROAD 0.65 MILE TO THE BLAZED TREES AND STATION ON NE SIDE
 BL2046'OF THE ROAD.
 BL2046'
 BL2046'A 113-FOOT SIGNAL AT CAMP COMES INTO VIEW AT 55 FEET, A
 BL2046'113-FOOT SIGNAL AT WOODVILLE 1931 COMES INTO VIEW AT 80 FEET,
 BL2046'A 113-FOOT SIGNAL AT HILLISTER 1931 COMES INTO VIEW AT 55 FEET,
 BL2046'A 126-FOOT SIGNAL AT MOYE COMES INTO VIEW AT ABOUT 110 FEET,
 BL2046'AND A 126-FOOT SIGNAL AT KIAM COMES INTO VIEW AT ABOUT 60 FEET.
 BL2046'
 BL2046'HEIGHT OF LIGHT ABOVE STATION MARK - 113 FEET.
 BL2046
 BL2046                          STATION RECOVERY (1952)
 BL2046
 BL2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2046'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 BL2046'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH
 BL2046'MARK WAS ESTABLISHED.
 BL2046'
 BL2046'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL2046'
 BL2046'THE STATION IS LOCATED ABOUT 5.0 MILES WEST OF HILLISTER AND
 BL2046'ABOUT 4.5 MILES NORTHWEST OF WARREN IN A HEAVILY WOODED AREA,
 BL2046'35 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.  IT IS
 BL2046'STAMPED HORSE 1935 AND PROJECTS 3 INCHES.
 BL2046'
 BL2046'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 12 FEET WEST
 BL2046'OF THE CENTER OF ROAD.  IT IS STAMPED HORSE NO 1 1935 AND
 BL2046'PROJECTS 3 INCHES.
 BL2046'
 BL2046'REFERENCE MARK NO. 2 IS 80 FEET WEST OF THE CENTER OF ROAD.
 BL2046'IT IS STAMPED HORSE NO 2 1935 AND PROJECTS 6 INCHES.
 BL2046'
 BL2046'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 18 FEET WEST
 BL2046'OF THE CENTER OF A NORTH-SOUTH ROAD, 4 FEET SOUTH OF A POWER
 BL2046'LINE POLE AND 2 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED
 BL2046'HORSE 1935 RESET 1952 AND PROJECTS 6 INCHES.
 BL2046'
 BL2046'TO REACH THE STATION FROM THE INTERSECTION JUST NORTH OF THE
 BL2046'POST OFFICE IN WARREN, GO NORTH ON U.S. HIGHWAYS 287 AND 69
 BL2046'FOR 0.3 MILE TO A SIDE ROAD ON LEFT, TURN LEFT AND GO NORTHWEST
 BL2046'ON DIRT ROAD FOR 0.4 MILE TO A T ROAD LEFT, TURN LEFT AND
 BL2046'FOLLOW MAIN ROAD WEST AND NORTHWEST FOR 1.3 MILES TO A FORK.
 BL2046'TAKE LEFT FORK AND GO WEST FOR 2.0 MILES TO A FORK, (TURN
 BL2046'RIGHT AND GO NORTH FOR 0.4 MILE TO AZIMUTH MARK ON LEFT AS
 BL2046'DESCRIBED.) TAKE LEFT FORK STRAIGHT AHEAD FOR 0.05 MILE TO
 BL2046'A FORK, TAKE RIGHT FORK AND GO WEST AND NORTH FOR 0.55 MILE
 BL2046'TO STATION ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0858 ***********************************************************************
 DO0858  DESIGNATION -  HORSE
 DO0858  PID         -  DO0858
 DO0858  STATE/COUNTY-  TX/THROCKMORTON
 DO0858  USGS QUAD   -  TONK CREEK (1981)
 DO0858
 DO0858                         *CURRENT SURVEY CONTROL
 DO0858  ___________________________________________________________________
 DO0858* NAD 83(1993)-  33 10 54.25026(N)    099 16 36.14965(W)     ADJUSTED  
 DO0858* NAVD 88     -       483.6    (meters)    1587.     (feet)  VERTCON   
 DO0858  ___________________________________________________________________
 DO0858  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DO0858  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DO0858
 DO0858  HORZ ORDER  -  FIRST
 DO0858
 DO0858.The horizontal coordinates were established by classical geodetic methods
 DO0858.and adjusted by the National Geodetic Survey in February 1996..
 DO0858
 DO0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0858
 DO0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0858
 DO0858.The geoid height was determined by GEOID03.
 DO0858
 DO0858;                    North         East     Units Scale Factor Converg.
 DO0858;SPC TXNC     - 2,168,273.736   527,572.995   MT  0.99987519   -0 25 25.0
 DO0858;SPC TXNC     - 7,113,744.75  1,730,879.07   sFT  0.99987519   -0 25 25.0
 DO0858;UTM  14      - 3,671,468.620   474,204.153   MT  0.99960820   -0 09 05.2
 DO0858
 DO0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0858!SPC TXNC     -   0.99992864  x   0.99987519  =   0.99980384
 DO0858!UTM  14      -   0.99992864  x   0.99960820  =   0.99953687
 DO0858
 DO0858:                Primary Azimuth Mark                     Grid Az
 DO0858:SPC TXNC     -  HORSE RM 3                               092 09 25.6
 DO0858:UTM  14      -  HORSE RM 3                               091 53 05.8
 DO0858
 DO0858|---------------------------------------------------------------------|
 DO0858| PID    Reference Object                     Distance      Geod. Az  |
 DO0858|                                                           dddmmss.s |
 DO0858| AI0428 HORSE RM 3                                         0914400.6 |
 DO0858| CX8331 HORSE RM 1                           29.405 METERS 17855     |
 DO0858| CX8332 HORSE RM 2                           24.151 METERS 27048     |
 DO0858|---------------------------------------------------------------------|
 DO0858
 DO0858                          SUPERSEDED SURVEY CONTROL
 DO0858
 DO0858  NAD 83(1993)-  33 10 54.25314(N)    099 16 36.14797(W) AD(       ) 1
 DO0858  NAD 83(1986)-  33 10 54.25823(N)    099 16 36.14021(W) AD(       ) 1
 DO0858  NAD 27      -  33 10 53.88811(N)    099 16 34.85618(W) AD(       ) 1
 DO0858  NGVD 29 (07/19/86)  483.5    (m)         1586.     (f) VERT ANG       
 DO0858
 DO0858.Superseded values are not recommended for survey control.
 DO0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0858.See file dsdata.txt to determine how the superseded data were derived.
 DO0858
 DO0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB7420471469(NAD 83)
 DO0858_MARKER: DS = TRIANGULATION STATION DISK
 DO0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0858_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0858
 DO0858  HISTORY     - Date     Condition        Report By
 DO0858  HISTORY     - 1975     MONUMENTED       NGS
 DO0858  HISTORY     - 1981     GOOD             NGS
 DO0858
 DO0858                          STATION DESCRIPTION
 DO0858
 DO0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0858'THE STATION IS ABOUT 26 MILES EAST OF HASKELL, 5-3/4 MILES WEST OF
 DO0858'THROCKMORTON, AND IS ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 380.
 DO0858'
 DO0858'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183, 283,
 DO0858'AND 380 IN THROCKMORTON, GO WEST ON U.S. HIGHWAY 380 FOR 3.2 MILES
 DO0858'TO THE JUNCTION OF FARM ROAD 2651 ON THE RIGHT.  CONTINUE AHEAD ON
 DO0858'U.S. HIGHWAY 380 FOR 1.6 MILES TO RM 3 ON THE LEFT.  CONTINUE
 DO0858'AHEAD FOR 0.9 MILE TO THE TOP OF THE HILL AND THE STATION ON THE
 DO0858'RIGHT.
 DO0858'
 DO0858'STATION MARKS ARE STANDARD DISKS STAMPED HORSE 1974, SET IN THE TOP
 DO0858'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 DO0858'ABOVE THE GROUND SURFACE.  THE UNDERGROUND DISK IS SET IN THE TOP
 DO0858'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 DO0858'SURFACE.  IT IS 47 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 DO0858'380, 6.3 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED,
 DO0858'AND 2.5 FEET SOUTH OF A FENCE.
 DO0858'
 DO0858'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HORSE NO 1 1974, SET IN
 DO0858'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 DO0858'WITH THE GROUND SURFACE.  IT IS 50 FEET SOUTH OF THE CENTERLINE OF
 DO0858'U.S. HIGHWAY 380, 19 FEET EAST OF A TELEPHONE LINE POLE, 2.5 FEET
 DO0858'EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED, AND 1.6 FEET
 DO0858'NORTH OF A FENCE.
 DO0858'
 DO0858'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HORSE NO 2 1974, SET IN
 DO0858'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 DO0858'INCHES ABOVE THE GROUND SURFACE.  IT IS 48.5 FEET NORTH OF THE
 DO0858'CENTERLINE OF U.S. HIGHWAY 380, 34.5 FEET WEST OF A POWER LINE
 DO0858'POLE, AND 2 FEET SOUTH OF A FENCE.
 DO0858'
 DO0858'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HORSE NO 3 1974, SET
 DO0858'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 DO0858'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 67 FEET SOUTH OF THE
 DO0858'CENTERLINE OF U.S. HIGHWAY 380, 3 FEET WEST OF A TELEPHONE LINE
 DO0858'POLE, 3 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED,
 DO0858'AND 1 FOOT NORTH OF A FENCE.
 DO0858
 DO0858                          STATION RECOVERY (1981)
 DO0858
 DO0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DO0858'STATION WAS RECOVERED AS DESCRIBED IN 1975.  EXTRA VG OBJECTS TAKEN
 DO0858'TO AID IN FUTURE RECOVERY.
 DO0858'
 DO0858'STATION IS LOCATED 41.6 KM (26.0 MI) EAST OF HASKELL, 9.20 KM (5.75
 DO0858'MI) WEST OF THROCKMORTON AND ON THE NORTH RIGHT-OF-WAY OF U.S.
 DO0858'HIGHWAY 380.
 DO0858'
 DO0858'TO REACH FROM THE COURTHOUSE IN THROCKMORTON, GO WEST ON U.S. HIGHWAY
 DO0858'380 FOR 5.12 KM (3.2 MI) TO THE JUNCTION WITH FARM ROAD 2651 ON THE
 DO0858'RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 380 FOR 2.56 KM (1.6 MI) TO THE
 DO0858'REFERENCE MARK 3 ON THE LEFT.  CONTINUE WEST ON 380 FOR 1.44 KM (0.9
 DO0858'MI) TO THE TOP OF THE GRADE AND THE STATION ON THE RIGHT AS DESCRIBED.
 DO0858'
 DO0858'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF ROUND CONCRETE
 DO0858'MONUMENTS.
 DO0858'
 DO0858'STATION MARK STAMPED---HORSE 1974---IS FLUSH WITH THE GROUND.  IT IS
 DO0858'14.33 METERS NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.92 METERS EAST
 DO0858'OF A METAL WITNESS POST AND 0.76 METER SOUTH OF A FENCE.
 DO0858'
 DO0858'REFERENCE MARK 1, STAMPED---HORSE NO 1 1974---IS FLUSH WITH THE
 DO0858'GROUND.  IT IS 15.24 METERS SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DO0858'5.79 METERS EAST OF A TELEPHONE POLE, 0.76 METER EAST OF A METAL
 DO0858'WITNESS POST AND 0.49 METER NORTH OF A FENCE.
 DO0858'
 DO0858'REFERENCE MARK 2, STAMPED---HORSE NO 2 1974---IS FLUSH WITH THE
 DO0858'GROUND.  IT IS 14.78 METERS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DO0858'10.52 METERS WEST OF A POWER POLE AND 0.61 METER SOUTH OF A FENCE.
 DO0858'
 DO0858'REFERENCE MARK 3, STAMPED---HORSE NO 3 1974---IS PROJECTING 8 CM.  IT
 DO0858'IS 20.42 METERS SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.91 METER
 DO0858'WEST OF A TELEPHONE POLE, 0.91 METER EAST OF A METAL WITNESS POST AND
 DO0858'0.30 METER NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0838 ***********************************************************************
 GK0838  DESIGNATION -  HORSE
 GK0838  PID         -  GK0838
 GK0838  STATE/COUNTY-  TX/HANSFORD
 GK0838  USGS QUAD   -  WAKA SW (1974)
 GK0838
 GK0838                         *CURRENT SURVEY CONTROL
 GK0838  ___________________________________________________________________
 GK0838* NAD 83(1993)-  36 15 32.16188(N)    101 12 03.34770(W)     ADJUSTED  
 GK0838* NAVD 88     -       938.     (meters)    3077.     (feet)  SCALED    
 GK0838  ___________________________________________________________________
 GK0838  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 GK0838  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 GK0838
 GK0838  HORZ ORDER  -  THIRD
 GK0838
 GK0838.The horizontal coordinates were established by classical geodetic methods
 GK0838.and adjusted by the National Geodetic Survey in February 1996..
 GK0838
 GK0838.The orthometric height was scaled from a topographic map.
 GK0838
 GK0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0838
 GK0838.The geoid height was determined by GEOID03.
 GK0838
 GK0838;                    North         East     Units Scale Factor Converg.
 GK0838;SPC TX N     - 1,250,650.467   226,877.293   MT  1.00001851   +0 10 24.0
 GK0838;SPC TX N     - 4,103,175.74    744,346.59   sFT  1.00001851   +0 10 24.0
 GK0838;UTM  14      - 4,014,915.375   302,271.164   MT  1.00008174   -1 18 07.7
 GK0838
 GK0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0838!SPC TX N     -   0.99985699  x   1.00001851  =   0.99987550
 GK0838!UTM  14      -   0.99985699  x   1.00008174  =   0.99993872
 GK0838
 GK0838|---------------------------------------------------------------------|
 GK0838| PID    Reference Object                     Distance      Geod. Az  |
 GK0838|                                                           dddmmss.s |
 GK0838| CM8802 HORSE RM 2                            7.722 METERS 01409     |
 GK0838| CM8801 HORSE RM 1                           16.104 METERS 14801     |
 GK0838| GK0855 SPEARMAN MUNICIPAL TANK             APPROX. 6.7 KM 1751925.5 |
 GK0838| CM8800 HORSE AZ MK                                        1803537.9 |
 GK0838| GK0882 GRUVER MUNICIPAL TANK               APPROX.18.5 KM 2720834.8 |
 GK0838| GK0883 GRUVER ELEV INC GRAIN ELEV          APPROX.18.5 KM 2743520.4 |
 GK0838|---------------------------------------------------------------------|
 GK0838
 GK0838                          SUPERSEDED SURVEY CONTROL
 GK0838
 GK0838  NAD 83(1993)-  36 15 32.16184(N)    101 12 03.34862(W) AD(       ) 3
 GK0838  NAD 83(1986)-  36 15 32.16964(N)    101 12 03.33477(W) AD(       ) 3
 GK0838  NAD 27      -  36 15 32.05600(N)    101 12 01.77200(W) AD(       ) 3
 GK0838
 GK0838.Superseded values are not recommended for survey control.
 GK0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0838.See file dsdata.txt to determine how the superseded data were derived.
 GK0838
 GK0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF0227114915(NAD 83)
 GK0838_MARKER: DS = TRIANGULATION STATION DISK
 GK0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0838
 GK0838  HISTORY     - Date     Condition        Report By
 GK0838  HISTORY     - 1952     MONUMENTED       CGS
 GK0838  HISTORY     - 1962     GOOD             USGS
 GK0838
 GK0838                          STATION DESCRIPTION
 GK0838
 GK0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0838'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES NORTHEAST OF HANSFORD,
 GK0838'4-1/4 MILES NORTH OF SPEARMAN, 1 MILE WEST OF HORSE CREEK AND
 GK0838'BETWEEN HORSE CREEK AND PALODURO CREEK.  IT IS ON THE ROAD
 GK0838'RIGHT-OF-WAY.
 GK0838'
 GK0838'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF STATE
 GK0838'HIGHWAYS 117 AND 282 AT THE NORTHWEST EDGE OF SPEARMAN, GO
 GK0838'WEST ON STATE HIGHWAY 282, CROSSING RAILROAD TRACKS, FOR
 GK0838'0.05 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, NORTH,
 GK0838'AND GO 4.2 MILES TO THE STATION ON THE RIGHT AT A TELEPHONE
 GK0838'POLE WITH A TRIANGLE BLAZE.
 GK0838'
 GK0838'STATION MARK, STAMPED HORSE 1952, IS A STANDARD DISK SET IN
 GK0838'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GK0838'FLUSH WITH THE GROUND.  IT IS 30.7 FEET EAST OF THE CENTERLINE
 GK0838'OF THE ROAD, 14.5 FEET WEST OF A FENCE LINE AND 3.8 FEET WEST
 GK0838'NORTHWEST OF A WITNESS POST.
 GK0838'
 GK0838'REFERENCE MARK NUMBER 1, STAMPED HORSE NO 1 1952, IS A STANDARD
 GK0838'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK0838'DIAMETER, PROJECTING 1 INCH AND AT THE SAME ELEVATION AS THE
 GK0838'STATION.  IT IS 44.2 FEET EAST OF THE CENTERLINE OF THE ROAD
 GK0838'AND 12 INCHES WEST OF A FENCE LINE.
 GK0838'
 GK0838'REFERENCE MARK NUMBER 2, STAMPED HORSE NO 2 1952, IS A STANDARD
 GK0838'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 GK0838'DIAMETER, FLUSH WITH THE GROUND AND AT THE SAME ELEVATION
 GK0838'AS THE STATION.  IT IS 44.2 FEET EAST OF THE CENTERLINE OF
 GK0838'THE ROAD AND 12 INCHES WEST OF A FENCE LINE.
 GK0838'
 GK0838'AZIMUTH MARK, STAMPED HORSE 1952, IS A STANDARD DISK SET IN
 GK0838'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 GK0838'PROJECTING 3 INCHES.  TO REACH FROM THE STATION, GO SOUTH FOR
 GK0838'0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT IS 36 FEET
 GK0838'WEST OF THE CENTERLINE OF THE ROAD AND 12 INCHES EAST OF A
 GK0838'FENCE LINE AND IN THE ROAD RIGHT-OF-WAY.
 GK0838'
 GK0838'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GK0838
 GK0838                          STATION RECOVERY (1962)
 GK0838
 GK0838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GK0838'STATION HAS BEEN RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0407 ***********************************************************************
 BA0407  DESIGNATION -  HORSE
 BA0407  PID         -  BA0407
 BA0407  STATE/COUNTY-  TX/BREWSTER
 BA0407  USGS QUAD   -  BULLIS GAP NE (1983)
 BA0407
 BA0407                         *CURRENT SURVEY CONTROL
 BA0407  ___________________________________________________________________
 BA0407* NAD 83(1993)-  29 56 00.59122(N)    102 31 49.25838(W)     ADJUSTED  
 BA0407* NAVD 88     -       719.1    (meters)    2359.     (feet)  VERTCON   
 BA0407  ___________________________________________________________________
 BA0407  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 BA0407  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BA0407
 BA0407  HORZ ORDER  -  FIRST
 BA0407
 BA0407.The horizontal coordinates were established by classical geodetic methods
 BA0407.and adjusted by the National Geodetic Survey in February 1996..
 BA0407
 BA0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 BA0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BA0407
 BA0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0407
 BA0407.The geoid height was determined by GEOID03.
 BA0407
 BA0407;                    North         East     Units Scale Factor Converg.
 BA0407;SPC TXSC     - 4,237,901.504   259,222.645   MT  0.99991766   -1 43 46.4
 BA0407;SPC TXSC     -13,903,848.52    850,466.29   sFT  0.99991766   -1 43 46.4
 BA0407;UTM  13      - 3,313,981.061   738,388.053   MT  1.00030120   +1 13 58.5
 BA0407
 BA0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0407!SPC TXSC     -   0.99989056  x   0.99991766  =   0.99980822
 BA0407!UTM  13      -   0.99989056  x   1.00030120  =   1.00019172
 BA0407
 BA0407|---------------------------------------------------------------------|
 BA0407| PID    Reference Object                     Distance      Geod. Az  |
 BA0407|                                                           dddmmss.s |
 BA0407| CH9600 HORSE RM 1                           28.868 METERS 22408     |
 BA0407| CH9601 HORSE RM 2                           22.092 METERS 33447     |
 BA0407| BP0852 NEW                                 APPROX.14.9 KM 3501652.3 |
 BA0407|---------------------------------------------------------------------|
 BA0407
 BA0407                          SUPERSEDED SURVEY CONTROL
 BA0407
 BA0407  NAD 83(1986)-  29 56 00.56851(N)    102 31 49.28761(W) AD(       ) 1
 BA0407  NAD 27      -  29 55 59.87900(N)    102 31 47.75500(W) AD(       ) 1
 BA0407  NGVD 29 (07/19/86)  718.9    (m)         2359.     (f) VERT ANG       
 BA0407
 BA0407.Superseded values are not recommended for survey control.
 BA0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0407.See file dsdata.txt to determine how the superseded data were derived.
 BA0407
 BA0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP3838813981(NAD 83)
 BA0407_MARKER: DS = TRIANGULATION STATION DISK
 BA0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0407
 BA0407  HISTORY     - Date     Condition        Report By
 BA0407  HISTORY     - 1934     MONUMENTED       CGS
 BA0407
 BA0407                          STATION DESCRIPTION
 BA0407
 BA0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0407'ABOUT 3.0 MILES NORTH OF SAN FRANCISCO CREEK, 2 MILES EAST OF
 BA0407'SANDERSON ROAD AND 0.5 MILE SOUTHWEST OF THE SCHUPBACH RANCH,
 BA0407'ON THE SUMMIT OF A LOW FLAT TOPPED RIDGE THAT FORMS THE DIVIDE
 BA0407'BETWEEN HORSE CREEK AND COW CREEK.  THE RIDGE EXTENDS NORTHWEST
 BA0407'AND SOUTHEAST.
 BA0407'
 BA0407'TO REACH FROM HORSE CREEK RANCH FOLLOW ROAD ALONG THE NORTH SIDE
 BA0407'OF THE HOUSE FOR 0.5 MILE TO A GATE, CONTINUE 1.85 MILES TO
 BA0407'ANOTHER GATE, CONTINUE 0.1 MILE TO A WINDMILL AND TANK, TURN
 BA0407'RIGHT AT THE TANK AND FOLLOW DIM ROAD SOUTHEAST UP THE RIDGE
 BA0407'TO THE TOP, THENCE TO THE RIGHT ALONG TOP OF RIDGE TO THE
 BA0407'STATION.  DISTANCE FROM TANK TO THE STATION IS 0.6 MILE.
 BA0407'
 BA0407'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 BA0407'STANDARD BRONZE DISKS SET IN CONCRETE.
 BA0407'
 BA0407'AZIMUTH MARK IS NORTHEAST OF THE STATION ABOUT 4 FEET WEST OF
 BA0407'A DIM ROAD THAT LEADS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0902 ***********************************************************************
 BP0902  DESIGNATION -  HORSE
 BP0902  PID         -  BP0902
 BP0902  STATE/COUNTY-  TX/BREWSTER
 BP0902  USGS QUAD   -  HORSE MOUNTAIN (1983)
 BP0902
 BP0902                         *CURRENT SURVEY CONTROL
 BP0902  ___________________________________________________________________
 BP0902* NAD 83(1993)-  30 01 58.17652(N)    103 07 01.65728(W)     ADJUSTED  
 BP0902* NAVD 88     -      1527.     (meters)    5010.     (feet)  SCALED    
 BP0902  ___________________________________________________________________
 BP0902  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BP0902  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 BP0902
 BP0902  HORZ ORDER  -  THIRD
 BP0902
 BP0902.The horizontal coordinates were established by classical geodetic methods
 BP0902.and adjusted by the National Geodetic Survey in February 1996..
 BP0902
 BP0902.The orthometric height was scaled from a topographic map.
 BP0902
 BP0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0902
 BP0902.The geoid height was determined by GEOID03.
 BP0902
 BP0902;                    North         East     Units Scale Factor Converg.
 BP0902;SPC TXSC     - 4,250,756.562   202,991.475   MT  0.99993724   -2 01 01.3
 BP0902;SPC TXSC     -13,946,023.82    665,981.20   sFT  0.99993724   -2 01 01.3
 BP0902;UTM  13      - 3,323,916.241   681,555.371   MT  1.00000669   +0 56 33.5
 BP0902
 BP0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0902!SPC TXSC     -   0.99976358  x   0.99993724  =   0.99970083
 BP0902!UTM  13      -   0.99976358  x   1.00000669  =   0.99977026
 BP0902
 BP0902:                Primary Azimuth Mark                     Grid Az
 BP0902:SPC TXSC     -  TRES HERMANOS CAIRN                      099 27 16.6
 BP0902:UTM  13      -  TRES HERMANOS CAIRN                      096 29 41.8
 BP0902
 BP0902|---------------------------------------------------------------------|
 BP0902| PID    Reference Object                     Distance      Geod. Az  |
 BP0902|                                                           dddmmss.s |
 BP0902| BP0855 TRES HERMANOS CAIRN                 APPROX.17.0 KM 0972615.3 |
 BP0902|---------------------------------------------------------------------|
 BP0902
 BP0902                          SUPERSEDED SURVEY CONTROL
 BP0902
 BP0902  NAD 83(1986)-  30 01 58.16396(N)    103 07 01.66546(W) AD(       ) 3
 BP0902  NAD 27      -  30 01 57.50500(N)    103 07 00.09600(W) AD(       ) 3
 BP0902
 BP0902.Superseded values are not recommended for survey control.
 BP0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0902.See file dsdata.txt to determine how the superseded data were derived.
 BP0902
 BP0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP8155523916(NAD 83)
 BP0902_MARKER: DD = SURVEY DISK
 BP0902_SETTING: 66 = SET IN ROCK OUTCROP
 BP0902_SP_SET: SET IN ROCK OUTCROP
 BP0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0902+STABILITY: POSITION/ELEVATION WELL
 BP0902
 BP0902  HISTORY     - Date     Condition        Report By
 BP0902  HISTORY     - 1917     MONUMENTED       USGS
 BP0902
 BP0902                          STATION DESCRIPTION
 BP0902
 BP0902'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 BP0902'SITUATED ON THE HIGHEST PART OF HORSE MOUNTAIN, ABOUT 13 MI. SE. OF
 BP0902'MARATHON RAILROAD STATION AND POST OFFICE.
 BP0902'
 BP0902'STATION MARK - BRONZE TABLET CEMENTED IN SOLID ROCK.
 BP0902'
 BP0902'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2014 ***********************************************************************
 FL2014  DESIGNATION -  HORSE
 FL2014  PID         -  FL2014
 FL2014  STATE/COUNTY-  TX/ROBERTS
 FL2014  USGS QUAD   -  HORSE CREEK SOUTH (1972)
 FL2014
 FL2014                         *CURRENT SURVEY CONTROL
 FL2014  ___________________________________________________________________
 FL2014* NAD 83(1993)-  35 47 08.93629(N)    100 38 51.10343(W)     ADJUSTED  
 FL2014* NAVD 88     -       924.     (meters)    3031.     (feet)  SCALED    
 FL2014  ___________________________________________________________________
 FL2014  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 FL2014  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 FL2014
 FL2014  HORZ ORDER  -  FIRST
 FL2014
 FL2014.The horizontal coordinates were established by classical geodetic methods
 FL2014.and adjusted by the National Geodetic Survey in February 1996..
 FL2014
 FL2014.The orthometric height was scaled from a topographic map.
 FL2014
 FL2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2014
 FL2014.The geoid height was determined by GEOID03.
 FL2014
 FL2014;                    North         East     Units Scale Factor Converg.
 FL2014;SPC TX N     - 1,198,446.749   277,063.014   MT  0.99993143   +0 29 38.5
 FL2014;SPC TX N     - 3,931,904.04    908,997.57   sFT  0.99993143   +0 29 38.5
 FL2014;UTM  14      - 3,961,444.704   351,105.131   MT  0.99987319   -0 57 48.9
 FL2014
 FL2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2014!SPC TX N     -   0.99985924  x   0.99993143  =   0.99979068
 FL2014!UTM  14      -   0.99985924  x   0.99987319  =   0.99973245
 FL2014
 FL2014|---------------------------------------------------------------------|
 FL2014| PID    Reference Object                     Distance      Geod. Az  |
 FL2014|                                                           dddmmss.s |
 FL2014| CK9909 HORSE RM 1                           14.772 METERS 09439     |
 FL2014| FL2027 AMARILLO KANSAS CITY AWY BCN 6      APPROX. 7.3 KM 1991409.4 |
 FL2014| CK9910 HORSE RM 2                           16.393 METERS 20748     |
 FL2014| CK9908 HORSE AZ MK                                        2645422.6 |
 FL2014|---------------------------------------------------------------------|
 FL2014
 FL2014                          SUPERSEDED SURVEY CONTROL
 FL2014
 FL2014  NAD 83(1993)-  35 47 08.93720(N)    100 38 51.10299(W) AD(       ) 1
 FL2014  NAD 83(1986)-  35 47 08.94208(N)    100 38 51.09184(W) AD(       ) 1
 FL2014  NAD 27      -  35 47 08.78900(N)    100 38 49.59200(W) AD(       ) 1
 FL2014
 FL2014.Superseded values are not recommended for survey control.
 FL2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2014.See file dsdata.txt to determine how the superseded data were derived.
 FL2014
 FL2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5110561445(NAD 83)
 FL2014_MARKER: DS = TRIANGULATION STATION DISK
 FL2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2014
 FL2014  HISTORY     - Date     Condition        Report By
 FL2014  HISTORY     - 1951     MONUMENTED       CGS
 FL2014
 FL2014                          STATION DESCRIPTION
 FL2014
 FL2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (MJT)
 FL2014'THE STATION IS LOCATED APPROXIMATELY 17 MILES SOUTHWEST OF
 FL2014'CANADIAN.  6-1/2 MILES NORTH OF MIAMI.  1-1/2 MILES SOUTH-SOUTHEAST
 FL2014'OF A RANCH HOME THAT IS OCCUPIED BY MR. EARL SMYTH.  ON A LOW,
 FL2014'GRASSY NORTH-SOUTH RIDGE.  0.1 MILE NORTH OF A BLADED DIRT
 FL2014'ROAD AND 0.1 SOUTH OF A WIRE GATE IN AN EAST-WEST FENCE LINE.
 FL2014'
 FL2014'TO REACH THE STATION FROM THE SIGNAL LIGHT AT THE MAIN INTERSECTION
 FL2014'IN MIAMI, GO NORTH ON FARM ROAD 282 FOR 1.4 MILES TO A Y AND
 FL2014'THE JUNCTION OF FARM ROADS 283 AND 282.  KEEP RIGHT FORK AND FOLLOW
 FL2014'FARM ROAD 283 FOR 3.8 MILES TO A SIDE ROAD RIGHT, A SHORT
 FL2014'DISTANCE AFTER MAKING A LEFT TURN TO THE WEST AND ABOUT 50
 FL2014'YARDS NORTH OF ANOTHER ROAD TO THE RIGHT.  TURN RIGHT, ALONG
 FL2014'THE EAST SIDE OF A FARM YARD AND FOLLOW THE MAIN-TRAVELED,
 FL2014'BLADED, DIRT ROAD NORTH AND NORTHEASTERLY FOR 3.85 MILES TO A
 FL2014'POINT WHERE THE ROAD TURNS RIGHT, EAST, THROUGH A CATTLE
 FL2014'GUARD AND KEEP RIGHT FORK AND GO 0.5 MILE TO A CATTLE GUARD
 FL2014'IN A NORTH-SOUTH FENCE LINE AND THE AZIMUTH MARK ON THE LEFT.
 FL2014'PASS THROUGH CATTLE GUARD AND CONTINUE EASTERLY ON THE
 FL2014'BLADED ROAD FOR 0.35 MILE TO A POINT WHERE A TRACK ROAD
 FL2014'CROSSES THE BLADED ROAD.  TURN LEFT ON THE TRACK ROAD AND
 FL2014'GO 0.1 MILE TO THE STATION ON THE RIGHT.
 FL2014'
 FL2014'THE STATION MARK, STAMPED HORSE 1951, IS A BRONZE DISK SET
 FL2014'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 11
 FL2014'YARDS EAST OF THE NORTH-SOUTH TRACK ROAD AND 4 FEET WEST OF A
 FL2014'WHITE WITNESS POST.
 FL2014'
 FL2014'REFERENCE MARK NO. 1, STAMPED HORSE NO 1 1951, IS A BRONZE DISK
 FL2014'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND IS
 FL2014'SET AT THE SAME ELEVATION AS THE STATION.
 FL2014'
 FL2014'REFERENCE MARK NO. 2, STAMPED HORSE NO 2 1951, IS A BRONZE
 FL2014'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES AND
 FL2014'IS SET 6 FEET EAST OF THE TRACK ROAD.
 FL2014'
 FL2014'THE AZIMUTH MARK, STAMPED HORSE 1951, IS A BRONZE DISK SET IN
 FL2014'A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 25 YARDS
 FL2014'NORTH OF A FENCE CORNER.  16 YARDS NORTH OF THE CENTER OF A
 FL2014'CATTLE GUARD.  2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 FL2014'EAST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1551 ***********************************************************************
 AB1551  DESIGNATION -  HORSE USE 1950
 AB1551  PID         -  AB1551
 AB1551  STATE/COUNTY-  TX/CAMERON
 AB1551  USGS QUAD   -  THREE ISLANDS (1983)
 AB1551
 AB1551                         *CURRENT SURVEY CONTROL
 AB1551  ___________________________________________________________________
 AB1551* NAD 83(1993)-  26 21 05.85338(N)    097 19 53.79906(W)     ADJUSTED  
 AB1551* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AB1551  ___________________________________________________________________
 AB1551  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 AB1551  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 AB1551
 AB1551  HORZ ORDER  -  THIRD
 AB1551
 AB1551.The horizontal coordinates were established by classical geodetic methods
 AB1551.and adjusted by the National Geodetic Survey in February 1996..
 AB1551
 AB1551.The orthometric height was scaled from a topographic map.
 AB1551
 AB1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1551
 AB1551.The geoid height was determined by GEOID03.
 AB1551
 AB1551;                    North         East     Units Scale Factor Converg.
 AB1551;SPC TX S     - 5,076,428.952   416,619.514   MT  0.99995856   +0 31 49.6
 AB1551;SPC TX S     -16,654,917.32  1,366,859.19   sFT  0.99995856   +0 31 49.6
 AB1551;UTM  14      - 2,915,701.254   666,482.647   MT  0.99994221   +0 44 26.6
 AB1551
 AB1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1551!SPC TX S     -   1.00000224  x   0.99995856  =   0.99996080
 AB1551!UTM  14      -   1.00000224  x   0.99994221  =   0.99994445
 AB1551
 AB1551:                Primary Azimuth Mark                     Grid Az
 AB1551:SPC TX S     -  HARLINGEN PORT ISABEL LIGHT 9            121 07 39.3
 AB1551:UTM  14      -  HARLINGEN PORT ISABEL LIGHT 9            120 55 02.3
 AB1551
 AB1551|---------------------------------------------------------------------|
 AB1551| PID    Reference Object                     Distance      Geod. Az  |
 AB1551|                                                           dddmmss.s |
 AB1551| AB1552 HARLINGEN PORT ISABEL LIGHT 9       APPROX. 1.8 KM 1213928.9 |
 AB1551| AB1550 HARLINGEN PORT ISABEL LT 19         APPROX. 4.0 KM 1424702.3 |
 AB1551| AB1555 HARLINGEN PORT ISABEL LT 29         APPROX. 6.4 KM 1483025.1 |
 AB1551| AB1553 HARLINGEN PORT ISABEL LT 39         APPROX. 8.8 KM 1510624.6 |
 AB1551| AB1571 WATER                               APPROX. 6.2 KM 2784714.3 |
 AB1551| AB1562 HARLINGEN ENTRANCE LIGHT 10         APPROX. 1.7 KM 2984914.6 |
 AB1551|---------------------------------------------------------------------|
 AB1551
 AB1551                          SUPERSEDED SURVEY CONTROL
 AB1551
 AB1551  NAD 83(1986)-  26 21 05.86862(N)    097 19 53.75930(W) AD(       ) 3
 AB1551  NAD 27      -  26 21 04.60700(N)    097 19 52.83900(W) AD(       ) 3
 AB1551
 AB1551.Superseded values are not recommended for survey control.
 AB1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1551.See file dsdata.txt to determine how the superseded data were derived.
 AB1551
 AB1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6648315701(NAD 83)
 AB1551_MARKER: DD = SURVEY DISK
 AB1551_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB1551_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AB1551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1551
 AB1551  HISTORY     - Date     Condition        Report By
 AB1551  HISTORY     - 1950     MONUMENTED       USE
 AB1551  HISTORY     - 1962     GOOD             SUNOCO
 AB1551  HISTORY     - 19910614 MARK NOT FOUND   USPSQD
 AB1551
 AB1551                          STATION DESCRIPTION
 AB1551
 AB1551'DESCRIBED BY US ENGINEERS 1950 (GEM)
 AB1551'LOCATED ON THE NE. TIP OF HORSE ISLAND (ISLA CABALLO), JUST
 AB1551'S. OF THE HARLINGEN ENTRANCE CHANNEL.  STATION IS 26.0 FT.
 AB1551'E. OF THE E. FORK OF TRAIL AND 100 FT. N. OF THE FORK ITSELF.
 AB1551'A USE DISK, GALVESTON DISTRICT, UNSTAMPED, AND SET IN THE
 AB1551'TOP OF A MASS OF CONCRETE 5 INCHES IN DIAMETER, SPREADING
 AB1551'TO 12 INCHES IN DIAMETER AT THE GROUND SURFACE.  TOP OF
 AB1551'CONCRETE IS 3 INCHES ABOVE THE GROUND.
 AB1551'
 AB1551'NO REFERENCE MARKS WERE SET.
 AB1551'
 AB1551'TO REACH FROM RAILROAD CROSSING ON TEXAS HIGHWAY NO. 106 IN
 AB1551'RIO HONDO, GO E. ON HIGHWAY NO. 106 FOR 3.1 MILES TO AN INTERSECTION
 AB1551'WHERE HIGHWAY NO. 106 TURNS N. (LEFT), CONTINUE E. (STRAIGHT
 AB1551'AHEAD), 12.4 MILES TO A T INTERSECTION WITH N-S ROAD, TURN
 AB1551'N. (LEFT) AND GO 5.2 MILES TO A CROSSROAD, TURN W. (LEFT)
 AB1551'0.4 MILE TO A CROSSROAD, TURN N. (RIGHT) 3.7 MILES TO FENCE
 AB1551'ON A U.S. FISH AND WILDLIFE SERVICE REFUGE, TURN E. (RIGHT)
 AB1551'ON A ROAD ALONG S. SIDE OF FENCE AND GO 0.55 MILE TO A LOCKED
 AB1551'GATE.  KEY TO THIS GATE CAN BE OBTAINED FROM THE REFUGE
 AB1551'MANAGER, POST OFFICE BUILDING, SAN BENITO.  PASS THROUGH GATE
 AB1551'AND CROSS FILL ON SAND FLAT TO HORSE ISLAND, PROCEED
 AB1551'NORTHERLY ALONG A TRAIL ON E. SIDE OF ISLAND TO A FORK IN
 AB1551'TRAIL APPROXIMATELY 400 FT. S. OF THE N. END OF ISLAND, THE
 AB1551'STATION SITE.
 AB1551'
 AB1551'TO REACH BY BOAT, LAND ON S. SIDE OF HARLINGEN ENTRANCE CHANNEL
 AB1551'AND WALK ACROSS THE FLATS TO HORSE ISLAND AND STATION.
 AB1551'
 AB1551'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 METERS.
 AB1551
 AB1551                          STATION RECOVERY (1962)
 AB1551
 AB1551'RECOVERY NOTE BY SUN OIL COMPANY 1962 (RRH)
 AB1551'STATION FOUND IN EXCELLENT CONDITION AND PROTRUDES ABOUT 0.2 FOOT
 AB1551'ABOVE THE GROUND.  THE LOCATING DESCRIPTION IS ABREVIATED
 AB1551'BUT ADEQUATE TO FIND THE STATION IF ONE IS FAMILIAR WITH THE
 AB1551'COUNTRY.  CONTINUEING DESCRIPTION FROM JBL 26 IS AS FOLLOWS--
 AB1551'
 AB1551'TO REACH THE STATION FROM THE RAILROAD STATION IN RIO HONDO, ...
 AB1551'AND PASS THRU THE WILDLIFE CATTLEGUARD.  TURN RIGHT (EASTERLY)
 AB1551'AND GO THRU THE WILDLIFE REFUGE GATE AND FOLLOW A FENCE ON
 AB1551'THE RIGHT FOR 0.55 MILES TO WHERE THE TRACK TURNS NORTHERLY
 AB1551'AWAY FROM THE FENCE.  FOLLOW THE TRACK IN A NORTHERLY DIRECTION
 AB1551'FOR 0.05 MILES TO THE LAGUNA BLUFF.  BEAR RIGHT WITH THE
 AB1551'TRACK DOWN THE BLUFF AND ACROSS THE FILL TO HORSE ISLAND
 AB1551'AT 0.2 MILES.  THENCE UP ON THE ISLAND AND FOLLOW THE ISLAND
 AB1551'TRACK ALONG THE HIGH GROUND ON THE EASTERLY SIDE OF THE
 AB1551'ISLAND AT 1.55 MILES TURN LEFT WITH THE TRACK.  CONTINUE
 AB1551'WITH THE ISLAND TRACK FOR 2.9 MILES WHERE THE STATION WILL
 AB1551'BE FOUND ON THE RIGHT OF THE TRACK 24 FT EAST OF THE
 AB1551'CENTERLINE.
 AB1551
 AB1551                          STATION RECOVERY (1991)
 AB1551
 AB1551'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0433 ***********************************************************************
 AM0433  DESIGNATION -  HORSESHOE 2
 AM0433  PID         -  AM0433
 AM0433  STATE/COUNTY-  TX/BRAZORIA
 AM0433  USGS QUAD   -  FREEPORT (1974)
 AM0433
 AM0433                         *CURRENT SURVEY CONTROL
 AM0433  ___________________________________________________________________
 AM0433* NAD 83(1993)-  28 58 46.53570(N)    095 20 13.28451(W)     ADJUSTED  
 AM0433* NAVD 88     -         0.35   (+/-2cm)       1.1    (feet)  VERTCON   
 AM0433  ___________________________________________________________________
 AM0433  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AM0433  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AM0433
 AM0433  HORZ ORDER  -  THIRD
 AM0433  VERT ORDER  -  THIRD (See Below)
 AM0433
 AM0433.The horizontal coordinates were established by classical geodetic methods
 AM0433.and adjusted by the National Geodetic Survey in February 1996..
 AM0433.No horizontal observational check was made to the station.
 AM0433
 AM0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0433.The vertical order pertains to the NGVD 29 superseded value.
 AM0433
 AM0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0433
 AM0433.The geoid height was determined by GEOID03.
 AM0433
 AM0433;                    North         East     Units Scale Factor Converg.
 AM0433;SPC TXSC     - 4,132,626.125   956,886.155   MT  0.99988234   +1 47 40.3
 AM0433;SPC TXSC     -13,558,457.55  3,139,383.99   sFT  0.99988234   +1 47 40.3
 AM0433;UTM  15      - 3,207,975.480   272,295.637   MT  1.00023988   -1 07 58.0
 AM0433
 AM0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0433!SPC TXSC     -   1.00000410  x   0.99988234  =   0.99988644
 AM0433!UTM  15      -   1.00000410  x   1.00023988  =   1.00024398
 AM0433
 AM0433|---------------------------------------------------------------------|
 AM0433| PID    Reference Object                     Distance      Geod. Az  |
 AM0433|                                                           dddmmss.s |
 AM0433| AM0545 HORSESHOE 2 RM 3                     30.014 METERS 01901     |
 AM0433| AM0431 HORSESHOE                           247.866 METERS 02123     |
 AM0433| AM0432 HORSESHOE 2 AZ MK 1978              APPROX. 0.5 KM 1092218.9 |
 AM0433| AM0423 DOW CHEM CO PLT A ORGANIC TANK      APPROX. 4.2 KM 1490118.7 |
 AM0433| AM0430 E FREEPORT STAFFORD CHEM CO TK      APPROX. 3.4 KM 1794017.1 |
 AM0433| AM0415 FREEPORT MUNICIPAL TANK             APPROX. 3.5 KM 2081028.6 |
 AM0433| AM0003 M 1209                                             27021     |
 AM0433|---------------------------------------------------------------------|
 AM0433
 AM0433                          SUPERSEDED SURVEY CONTROL
 AM0433
 AM0433  NAD 83(1986)-  28 58 46.54470(N)    095 20 13.26374(W) AD(       ) 3
 AM0433  NAD 27      -  28 58 45.65657(N)    095 20 12.48362(W) AD(       ) 3
 AM0433  NGVD 29 (01/29/03)    0.38   (m)            1.2    (f) RESET       3  
 AM0433
 AM0433.Superseded values are not recommended for survey control.
 AM0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0433.See file dsdata.txt to determine how the superseded data were derived.
 AM0433
 AM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7229607975(NAD 83)
 AM0433_MARKER: DS = TRIANGULATION STATION DISK
 AM0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0433_SP_SET: CONCRETE POST
 AM0433_STAMPING: HORSESHOE 2 1978
 AM0433_MARK LOGO: NGS   
 AM0433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0433+STABILITY: SURFACE MOTION
 AM0433
 AM0433  HISTORY     - Date     Condition        Report By
 AM0433  HISTORY     - 1978     MONUMENTED       NGS
 AM0433  HISTORY     - 1978     GOOD             NGS
 AM0433  HISTORY     - 19780124 GOOD             NGS
 AM0433  HISTORY     - 19980425 GOOD             USPSQD
 AM0433
 AM0433                          STATION DESCRIPTION
 AM0433
 AM0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AM0433'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST-SOUTHEAST OF THE
 AM0433'JUNCTION OF STATE HIGHWAYS 288 AND 332 IN CLUTE, 3-1/2 MILES
 AM0433'WEST-NORTHWEST OF SURFSIDE AND 2-1/2 MILES NORTH OF FREEPORT.
 AM0433'
 AM0433'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 288 AND 322
 AM0433'IN CLUTE, GO EASTERLY ON STATE HIGHWAY 322 FOR 3.4 MILES TO THE
 AM0433'JUNCTION OF STATE HIGHWAY 523.  TURN RIGHT AND GO SOUTHERLY ON
 AM0433'STATE HIGHWAY 523 FOR 0.1 MILE TO A TRACK ROAD ON THE LEFT, THIS
 AM0433'IS JUST BEFORE CROSSING CANAL.  TURN LEFT AND GO EAST ON THE NORTH
 AM0433'BANK OF CANAL FOR 0.1 MILE TO STATION ON THE RIGHT.
 AM0433'
 AM0433'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AM0433'CONCRETE POST, THAT IS FLUSH AND IS STAMPED HORSESHOE 2 1978.  IT IS
 AM0433'58 FEET NORTH OF THE WATER LINE OF CANAL, 12 FEET SOUTH OF THE
 AM0433'CENTER OF TRACK ROAD AND 1-FOOT SOUTH-SOUTHEAST OF A METAL WITNESS
 AM0433'POST.
 AM0433'
 AM0433'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AM0433'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 AM0433'HORSESHOE 2 NO 3 1978.  IT IS 31 FEET WEST OF A BURIED PIPE LINE,
 AM0433'88 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 1-FOOT WEST OF A
 AM0433'METAL WITNESS POST.
 AM0433'
 AM0433'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AM0433'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 AM0433'HORSESHOE 2 NO 4 1978.  IT IS 54 FEET NORTH OF THE WATER LINE OF
 AM0433'CANAL, 16 FEET SOUTH OF THE CENTER OF TRACK ROAD AND 1-FOOT
 AM0433'EAST OF A METAL WITNESS POST.
 AM0433'
 AM0433'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 AM0433'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED HORESHOE
 AM0433'2 1978.  IT IS 61 FEET NORTH OF THE WATER LINE OF CANAL, 32 FEET
 AM0433'SOUTH OF THE CENTER OF TRACK ROAD AND 1-FOOT WEST OF A METAL
 AM0433'WITNESS POST.
 AM0433'
 AM0433'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ALONG THE
 AM0433'NORTH SIDE OF CANAL FOR 0.3 MILE TO MARK ON THE SOUTH SIDE OF
 AM0433'TRACK ROAD.
 AM0433'
 AM0433'NEAREST TOWN--FREEPORT.
 AM0433
 AM0433                          STATION RECOVERY (1978)
 AM0433
 AM0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0433'RECOVERED IN GOOD CONDITION.
 AM0433
 AM0433                          STATION RECOVERY (1978)
 AM0433
 AM0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0433'FROM JUNCTION STATE HIGHWAYS 332 AND 523, WHICH IS ABOUT 2 MILES
 AM0433'NORTHEAST OF FREEPORT, GO SOUTHWEST ON STATE HIGHWAY 523 FOR 0.15 TO
 AM0433'MARK ABOUT 250 FEET EAST OF ROAD. NOTE--THIS IS JUST BEFORE
 AM0433'CROSSING CANAL. IS ABOUT 45 FEET NORTH OF THE PRESENT WATER LINE OF
 AM0433'CANAL, AND FLUSH WITH GROUND. THE PERSONNAL FROM DON CHEMICAL CO.,
 AM0433'STATED THEY PLANNED TO PLACE SERVAL PROTECTIVE POST AROUND MARK.
 AM0433
 AM0433                          STATION RECOVERY (1998)
 AM0433
 AM0433'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0432 ***********************************************************************
 AM0432  DESIGNATION -  HORSESHOE 2 AZ MK 1978
 AM0432  PID         -  AM0432
 AM0432  STATE/COUNTY-  TX/BRAZORIA
 AM0432  USGS QUAD   -  FREEPORT (1974)
 AM0432
 AM0432                         *CURRENT SURVEY CONTROL
 AM0432  ___________________________________________________________________
 AM0432* NAD 83(1993)-  28 58 40.80288(N)    095 19 54.74317(W)     ADJUSTED  
 AM0432* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0432  ___________________________________________________________________
 AM0432  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AM0432  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AM0432
 AM0432  HORZ ORDER  -  THIRD
 AM0432
 AM0432.The horizontal coordinates were established by classical geodetic methods
 AM0432.and adjusted by the National Geodetic Survey in February 1996..
 AM0432.No horizontal observational check was made to the station.
 AM0432
 AM0432.The orthometric height was scaled from a topographic map.
 AM0432
 AM0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0432
 AM0432.The geoid height was determined by GEOID03.
 AM0432
 AM0432;                    North         East     Units Scale Factor Converg.
 AM0432;SPC TXSC     - 4,132,465.460   957,393.329   MT  0.99988251   +1 47 49.4
 AM0432;SPC TXSC     -13,557,930.43  3,141,047.95   sFT  0.99988251   +1 47 49.4
 AM0432;UTM  15      - 3,207,789.058   272,794.122   MT  1.00023708   -1 07 48.8
 AM0432
 AM0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0432!SPC TXSC     -   1.00000400  x   0.99988251  =   0.99988651
 AM0432!UTM  15      -   1.00000400  x   1.00023708  =   1.00024108
 AM0432
 AM0432                          SUPERSEDED SURVEY CONTROL
 AM0432
 AM0432  NAD 83(1986)-  28 58 40.81184(N)    095 19 54.72242(W) AD(       ) 3
 AM0432  NAD 27      -  28 58 39.92430(N)    095 19 53.94230(W) AD(       ) 3
 AM0432
 AM0432.Superseded values are not recommended for survey control.
 AM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0432.See file dsdata.txt to determine how the superseded data were derived.
 AM0432
 AM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7279407789(NAD 83)
 AM0432_MARKER: DZ = AZIMUTH MARK DISK
 AM0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0432+STABILITY: SURFACE MOTION
 AM0432
 AM0432  HISTORY     - Date     Condition        Report By
 AM0432  HISTORY     - 1978     MONUMENTED       NGS
 AM0432  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0432
 AM0432                          STATION DESCRIPTION
 AM0432
 AM0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 AM0432'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST-SOUTHEAST OF THE
 AM0432'JUNCTION OF STATE HIGHWAYS 288 AND 332 IN CLUTE, 3-1/2 MILES
 AM0432'WEST-NORTHWEST OF SURFSIDE AND 2-1/2 MILES NORTH OF FREEPORT.
 AM0432'
 AM0432'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 288 AND
 AM0432'322 IN CLUTE, GO EASTERLY ON STATE HIGHWAY 322 FOR 3.4 MILES TO THE
 AM0432'JUNCTION OF STATE HIGHWAY 523.  TURN RIGHT AND GO SOUTHERLY ON
 AM0432'STATE HIGHWAY 523 FOR 0.1 MILE TO A TRACK ROAD ON THE LEFT, THIS
 AM0432'IS JUST BEFORE CROSSING CANAL.  TURN LEFT AND GO EAST ON THE
 AM0432'NORTH BANK OF CANAL FOR 0.1 MILE TO STATION ON THE RIGHT.
 AM0432'
 AM0432'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ALONG THE
 AM0432'NORTH SIDE OF CANAL FOR 0.3 MILE TO MARK ON THE SOUTH SIDE OF
 AM0432'TRACK ROAD.
 AM0432'
 AM0432'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 AM0432'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED HORESHOE 2
 AM0432'1978.  IT IS 61 FEET NORTH OF THE WATER LINE OF CANAL, 32 FEET
 AM0432'SOUTH OF THE CENTER OF TRACK ROAD AND 1-FOOT WEST OF A METAL
 AM0432'WITNESS POST.
 AM0432
 AM0432                          STATION RECOVERY (1998)
 AM0432
 AM0432'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0545 ***********************************************************************
 AM0545  DESIGNATION -  HORSESHOE 2 RM 3
 AM0545  PID         -  AM0545
 AM0545  STATE/COUNTY-  TX/BRAZORIA
 AM0545  USGS QUAD   -  FREEPORT (1974)
 AM0545
 AM0545                         *CURRENT SURVEY CONTROL
 AM0545  ___________________________________________________________________
 AM0545* NAD 83(1986)-  28 58 46.     (N)    095 20 13.     (W)     SCALED    
 AM0545* NAVD 88     -         0.49   (+/-2cm)       1.6    (feet)  VERTCON   
 AM0545  ___________________________________________________________________
 AM0545  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AM0545
 AM0545  VERT ORDER  -  THIRD (See Below)
 AM0545
 AM0545.The horizontal coordinates were scaled from a topographic map and have
 AM0545.an estimated accuracy of +/- 6 seconds.
 AM0545
 AM0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0545.The vertical order pertains to the NGVD 29 superseded value.
 AM0545
 AM0545.The geoid height was determined by GEOID03.
 AM0545
 AM0545;                    North         East    Units  Estimated Accuracy
 AM0545;SPC TXSC     - 4,132,610.      956,890.      MT  (+/- 180 meters Scaled)
 AM0545
 AM0545                          SUPERSEDED SURVEY CONTROL
 AM0545
 AM0545  NGVD 29 (01/29/03)    0.51   (m)            1.7    (f) RESET       3  
 AM0545
 AM0545.Superseded values are not recommended for survey control.
 AM0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0545.See file dsdata.txt to determine how the superseded data were derived.
 AM0545
 AM0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN723079(NAD 83)
 AM0545_MARKER: DR = REFERENCE MARK DISK
 AM0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0545_SP_SET: CONCRETE POST
 AM0545_STAMPING: HORSESHOE 2 NO 3 1978
 AM0545_MARK LOGO: NGS   
 AM0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0545+STABILITY: SURFACE MOTION
 AM0545
 AM0545  HISTORY     - Date     Condition        Report By
 AM0545  HISTORY     - 1978     MONUMENTED       NGS
 AM0545  HISTORY     - 19780412 GOOD             NGS
 AM0545  HISTORY     - 19980425 GOOD             USPSQD
 AM0545
 AM0545                          STATION DESCRIPTION
 AM0545
 AM0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0545'FROM JUNCTION OF STATE HIGHWAYS 332 AND 523, WHICH IS ABOUT 2.0 MILES
 AM0545'NORTHEAST OF FREEPORT, GO SOUTHWEST ON STATE HIGHWAY 523 FOR 0.15
 AM0545'MILE TO MARK ON THE LEFT ABOUT 250 FEET EAST OF ROAD.  NOTE--THIS IS
 AM0545'JUST BEFORE CROSSING CANAL.  IT IS 98 FEET NORTH OF TRIANGULATION
 AM0545'STATION HORSESHOE 2, ABOUT 130 FEET NORTH OF PRESENT WATER LINE OF
 AM0545'CANAL, 1.0 FOOT WEST OF A WITNESS POST, AND FLUSH WITH THE GROUND.
 AM0545
 AM0545                          STATION RECOVERY (1998)
 AM0545
 AM0545'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0546 ***********************************************************************
 AM0546  DESIGNATION -  HORSESHOE 2 RM 4
 AM0546  PID         -  AM0546
 AM0546  STATE/COUNTY-  TX/BRAZORIA
 AM0546  USGS QUAD   -  FREEPORT (1974)
 AM0546
 AM0546                         *CURRENT SURVEY CONTROL
 AM0546  ___________________________________________________________________
 AM0546* NAD 83(1986)-  28 58 46.     (N)    095 20 13.     (W)     SCALED    
 AM0546* NAVD 88     -         0.47   (+/-2cm)       1.5    (feet)  VERTCON   
 AM0546  ___________________________________________________________________
 AM0546  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AM0546
 AM0546  VERT ORDER  -  THIRD (See Below)
 AM0546
 AM0546.The horizontal coordinates were scaled from a topographic map and have
 AM0546.an estimated accuracy of +/- 6 seconds.
 AM0546
 AM0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0546.The vertical order pertains to the NGVD 29 superseded value.
 AM0546
 AM0546.The geoid height was determined by GEOID03.
 AM0546
 AM0546;                    North         East    Units  Estimated Accuracy
 AM0546;SPC TXSC     - 4,132,610.      956,890.      MT  (+/- 180 meters Scaled)
 AM0546
 AM0546                          SUPERSEDED SURVEY CONTROL
 AM0546
 AM0546  NGVD 29 (01/29/03)    0.49   (m)            1.6    (f) RESET       3  
 AM0546
 AM0546.Superseded values are not recommended for survey control.
 AM0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0546.See file dsdata.txt to determine how the superseded data were derived.
 AM0546
 AM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN723079(NAD 83)
 AM0546_MARKER: DR = REFERENCE MARK DISK
 AM0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0546_SP_SET: CONCRETE POST
 AM0546_STAMPING: HORSESHOE 2 NO 4 1978
 AM0546_MARK LOGO: NGS   
 AM0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0546+STABILITY: SURFACE MOTION
 AM0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0546+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0546
 AM0546  HISTORY     - Date     Condition        Report By
 AM0546  HISTORY     - 1978     MONUMENTED       NGS
 AM0546  HISTORY     - 19780412 GOOD             NGS
 AM0546  HISTORY     - 19980425 GOOD             USPSQD
 AM0546  HISTORY     - 20050218 GOOD             USPSQD
 AM0546
 AM0546                          STATION DESCRIPTION
 AM0546
 AM0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0546'FROM JUNCTION OF STATE HIGHWAYS 332 AND 523, WHICH IS ABOUT 2.0 MILES
 AM0546'NORTHEAST OF FREEPORT, GO SOUTHWEST ON STATE HIGHWAY 523 FOR 0.15
 AM0546'MILE TO MARK, ABOUT 175 FEET EAST OF ROAD.  NOTE--THIS IS JUST BEFORE
 AM0546'CROSSING CANAL, 98 FEET WEST OF TRIANGULATION STATION HORSESHOE 2, AND
 AM0546'54 FEET NORTH OF PRESENT WATER LINE OF CANAL, 1.0 FOOT EAST OF A
 AM0546'WITNESS POST, AND FLUSH WITH THE GROUND.
 AM0546
 AM0546                          STATION RECOVERY (1998)
 AM0546
 AM0546'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0546'RECOVERED IN GOOD CONDITION.
 AM0546
 AM0546                          STATION RECOVERY (2005)
 AM0546
 AM0546'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0087 ***********************************************************************
 AM0087  DESIGNATION -  HORSESHOE AZ MK
 AM0087  PID         -  AM0087
 AM0087  STATE/COUNTY-  TX/BRAZORIA
 AM0087  USGS QUAD   -  FREEPORT (1974)
 AM0087
 AM0087                         *CURRENT SURVEY CONTROL
 AM0087  ___________________________________________________________________
 AM0087* NAD 83(1986)-  28 58 47.     (N)    095 20 00.     (W)     SCALED    
 AM0087* NAVD 88     -         0.66   (+/-2cm)       2.2    (feet)  VERTCON   
 AM0087  ___________________________________________________________________
 AM0087  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AM0087
 AM0087  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0087
 AM0087.The horizontal coordinates were scaled from a topographic map and have
 AM0087.an estimated accuracy of +/- 6 seconds.
 AM0087
 AM0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0087.The vertical order pertains to the NGVD 29 superseded value.
 AM0087
 AM0087.The geoid height was determined by GEOID03.
 AM0087
 AM0087;                    North         East    Units  Estimated Accuracy
 AM0087;SPC TXSC     - 4,132,650.      957,250.      MT  (+/- 180 meters Scaled)
 AM0087
 AM0087                          SUPERSEDED SURVEY CONTROL
 AM0087
 AM0087  NGVD 29 (??/??/92)    0.677  (m)            2.22   (f) ADJ UNCH    1 1
 AM0087
 AM0087.Superseded values are not recommended for survey control.
 AM0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0087.See file dsdata.txt to determine how the superseded data were derived.
 AM0087
 AM0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN726079(NAD 83)
 AM0087_MARKER: DZ = AZIMUTH MARK DISK
 AM0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0087_SP_SET: CONCRETE POST
 AM0087_STAMPING: HORSESHOE 1954
 AM0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0087+STABILITY: SURFACE MOTION
 AM0087
 AM0087  HISTORY     - Date     Condition        Report By
 AM0087  HISTORY     - 1954     MONUMENTED       CGS
 AM0087  HISTORY     - 1978     GOOD             NGS
 AM0087  HISTORY     - 1989     GOOD             USPSQD
 AM0087  HISTORY     - 19980425 GOOD             USPSQD
 AM0087  HISTORY     - 20050218 MARK NOT FOUND   USPSQD
 AM0087
 AM0087                          STATION DESCRIPTION
 AM0087
 AM0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0087'1.5 MI SE FROM OYSTER CREEK.
 AM0087'0.4 MILE EAST ALONG STATE HIGHWAY 332 FROM ITS JUNCTION WITH
 AM0087'FARM ROAD 523. 125 FT SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 AM0087'50 FT SOUTH OF A HIGHWAY RIGHT-OF-WAY FENCELINE, 100 FT
 AM0087'SOUTHWEST OF A POWERLINE POLE WHICH IS IN LINE WITH A NORTH-SOUTH
 AM0087'FENCELINE, 5 FT NORTH OF A ROUND 4 INCH WOODEN FENCE POST
 AM0087'WITH A WITNESS POST SIGN ATTACHED.
 AM0087
 AM0087                          STATION RECOVERY (1989)
 AM0087
 AM0087'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0087'RECOVERED IN GOOD CONDITION.
 AM0087
 AM0087                          STATION RECOVERY (1998)
 AM0087
 AM0087'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0087'RECOVERED IN GOOD CONDITION.
 AM0087
 AM0087                          STATION RECOVERY (2005)
 AM0087
 AM0087'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2983 ***********************************************************************
 BX2983  DESIGNATION -  HORTON LOOKOUT
 BX2983  PID         -  BX2983
 BX2983  STATE/COUNTY-  TX/JASPER
 BX2983  USGS QUAD   -  HARRISBURG (1984)
 BX2983
 BX2983                         *CURRENT SURVEY CONTROL
 BX2983  ___________________________________________________________________
 BX2983* NAD 83(1993)-  31 00 58.65664(N)    093 59 14.01011(W)     ADJUSTED  
 BX2983* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 BX2983  ___________________________________________________________________
 BX2983  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 BX2983  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BX2983
 BX2983  HORZ ORDER  -  SECOND
 BX2983
 BX2983.The horizontal coordinates were established by classical geodetic methods
 BX2983.and adjusted by the National Geodetic Survey in February 1996..
 BX2983
 BX2983.The orthometric height was scaled from a topographic map.
 BX2983
 BX2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2983
 BX2983.The geoid height was determined by GEOID03.
 BX2983
 BX2983;                    North         East     Units Scale Factor Converg.
 BX2983;SPC TX C     - 3,166,891.055 1,305,577.078   MT  0.99988178   +3 16 07.0
 BX2983;SPC TX C     -10,390,041.74  4,283,380.80   sFT  0.99988178   +3 16 07.0
 BX2983;UTM  15      - 3,431,826.013   405,767.340   MT  0.99970953   -0 30 31.5
 BX2983
 BX2983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2983!SPC TX C     -   0.99998146  x   0.99988178  =   0.99986324
 BX2983!UTM  15      -   0.99998146  x   0.99970953  =   0.99969100
 BX2983
 BX2983:                Primary Azimuth Mark                     Grid Az
 BX2983:SPC TX C     -  HORTON LOOKOUT AZ MK                     002 42 14.4
 BX2983:UTM  15      -  HORTON LOOKOUT AZ MK                     006 28 52.9
 BX2983
 BX2983|---------------------------------------------------------------------|
 BX2983| PID    Reference Object                     Distance      Geod. Az  |
 BX2983|                                                           dddmmss.s |
 BX2983| CV7750 HORTON LOOKOUT AZ MK                               0055821.4 |
 BX2983| BL2032 JASPER MUNICIPAL TANK               APPROX. 9.7 KM 1871923.8 |
 BX2983|---------------------------------------------------------------------|
 BX2983
 BX2983                          SUPERSEDED SURVEY CONTROL
 BX2983
 BX2983  NAD 83(1986)-  31 00 58.66624(N)    093 59 14.00381(W) AD(       ) 2
 BX2983  NAD 27      -  31 00 57.95639(N)    093 59 13.32988(W) AD(       ) 2
 BX2983
 BX2983.Superseded values are not recommended for survey control.
 BX2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2983.See file dsdata.txt to determine how the superseded data were derived.
 BX2983
 BX2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0576731826(NAD 83)
 BX2983_MARKER: DS = TRIANGULATION STATION DISK
 BX2983_SETTING: 0 = UNSPECIFIED SETTING
 BX2983
 BX2983  HISTORY     - Date     Condition        Report By
 BX2983  HISTORY     - 1935     MONUMENTED       CGS
 BX2983  HISTORY     - 1941     GOOD             LOCSUR
 BX2983  HISTORY     - 1943     GOOD             USE
 BX2983  HISTORY     - 1957     GOOD             CGS
 BX2983  HISTORY     - 1958     GOOD             CGS
 BX2983  HISTORY     - 1966     GOOD             CGS
 BX2983  HISTORY     - 1972     GOOD             NGS
 BX2983
 BX2983                          STATION DESCRIPTION
 BX2983
 BX2983'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BX2983'THIS INTERSECTION STATION IS LOCATED ABOUT 7.2 MILES N OF
 BX2983'JASPER AND ABOUT 40 YARDS E OF STATE HIGHWAY 8.
 BX2983'
 BX2983'THE MARK IS A STANDARD DISK SET IN THE CONCRETE BOTTOM OF THE
 BX2983'TOOL BOX AND IS CENTERED UNDER THE BOLT IN THE APEX OF THE
 BX2983'ROOF OF THE LOOKOUT HOUSE.
 BX2983'
 BX2983'AZIMUTH MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 BX2983'IS APPROXIMATELY 0.5 MILE N OF THE
 BX2983'LOOKOUT AND 36 FEET NW OF THE CENTER LINE OF HIGHWAY 8, AT THE
 BX2983'TOP OF THE HILL AND MIDDLE OF CURVE TO E.  THE MARK PROJECTS
 BX2983'4 INCHES.
 BX2983
 BX2983                          STATION RECOVERY (1941)
 BX2983
 BX2983'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 BX2983'STATION RECOVERED BY REPUBLIC PROD. GEOPHYSICAL.
 BX2983'
 BX2983'RECOVERED IN GOOD CONDITION.
 BX2983
 BX2983                          STATION RECOVERY (1943)
 BX2983
 BX2983'RECOVERY NOTE BY US ENGINEERS 1943
 BX2983'THE TOOL BOX IN WHICH THE STATION IS SAID TO BE LOCATED WAS
 BX2983'LOCKED.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS
 BX2983'DESCRIBED.
 BX2983
 BX2983                          STATION RECOVERY (1957)
 BX2983
 BX2983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BC)
 BX2983'HIGHWAY MENTIONED IS NOW NO. 96.  FOUND AS DESCRIBED IN GOOD
 BX2983'CONDITION.
 BX2983
 BX2983                          STATION RECOVERY (1958)
 BX2983
 BX2983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JM)
 BX2983'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BX2983'FOR PROCEEDING TO STATION SITE ARE CORRECT.  STATION IS LOCATED
 BX2983'ABOUT 40 YARDS EAST OF A COUNTY ROAD (OLD LOCATION OF U.S. 96).
 BX2983
 BX2983                          STATION RECOVERY (1966)
 BX2983
 BX2983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BX2983'RECOVERED AS PREVIOUSLY DESCRIBED IN 1935.  HIGHWAY IS NOW U. S.
 BX2983'HIGHWAY 96.
 BX2983
 BX2983                          STATION RECOVERY (1972)
 BX2983
 BX2983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2983'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  NO
 BX2983'REFERENCE MARKS WERE ESTABLISHED IN 1935.  THE AZIMUTH MARK HAS BEEN
 BX2983'DESTROYED.  DUE TO THE MARK UNDER THE LOOKOUT TOWER A NEW HORTON
 BX2983'LOOKOUT 2 WAS ESTABLISHED AT THIS DATE.
 BX2983'
 BX2983'A TRAVERSE CONNECTION WAS MADE TO HORTON LOOKOUT 2, DISTANCE BEING
 BX2983'(36.86 FEET).  11.234 METERS.
 BX2983'
 BX2983'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR HORTON LOOKOUT 2
 BX2983'1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2985 ***********************************************************************
 BX2985  DESIGNATION -  HORTON LOOKOUT 2
 BX2985  PID         -  BX2985
 BX2985  STATE/COUNTY-  TX/JASPER
 BX2985  USGS QUAD   -  HARRISBURG (1984)
 BX2985
 BX2985                         *CURRENT SURVEY CONTROL
 BX2985  ___________________________________________________________________
 BX2985* NAD 83(1993)-  31 00 59.02091(N)    093 59 13.98789(W)     ADJUSTED  
 BX2985* NAVD 88     -       146.0    (meters)     479.     (feet)  VERTCON   
 BX2985  ___________________________________________________________________
 BX2985  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 BX2985  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BX2985
 BX2985  HORZ ORDER  -  FIRST
 BX2985
 BX2985.The horizontal coordinates were established by classical geodetic methods
 BX2985.and adjusted by the National Geodetic Survey in February 1996..
 BX2985
 BX2985.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2985
 BX2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 BX2985
 BX2985.The geoid height was determined by GEOID03.
 BX2985
 BX2985;                    North         East     Units Scale Factor Converg.
 BX2985;SPC TX C     - 3,166,902.288 1,305,577.026   MT  0.99988178   +3 16 07.0
 BX2985;SPC TX C     -10,390,078.59  4,283,380.63   sFT  0.99988178   +3 16 07.0
 BX2985;UTM  15      - 3,431,837.223   405,768.029   MT  0.99970953   -0 30 31.4
 BX2985
 BX2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX2985!SPC TX C     -   0.99998146  x   0.99988178  =   0.99986324
 BX2985!UTM  15      -   0.99998146  x   0.99970953  =   0.99969100
 BX2985
 BX2985:                Primary Azimuth Mark                     Grid Az
 BX2985:SPC TX C     -  HARDY                                    057 46 39.5
 BX2985:UTM  15      -  HARDY                                    061 33 17.9
 BX2985
 BX2985|---------------------------------------------------------------------|
 BX2985| PID    Reference Object                     Distance      Geod. Az  |
 BX2985|                                                           dddmmss.s |
 BX2985| BX2984 HARDY                               APPROX. 9.7 KM 0610246.5 |
 BX2985| CV7751 HORTON LOOKOUT 2 RM 1                23.033 METERS 11821     |
 BX2985| BX2983 HORTON LOOKOUT                       11.234 METERS 18300     |
 BX2985| BK3246 JASPER CABLE TV MAST                APPROX. 7.9 KM 1873945.7 |
 BX2985| CV7752 HORTON LOOKOUT 2 RM 2                34.095 METERS 24539     |
 BX2985| CV7753 HORTON LOOKOUT 2 RM 3                71.339 METERS 28512     |
 BX2985|---------------------------------------------------------------------|
 BX2985
 BX2985                          SUPERSEDED SURVEY CONTROL
 BX2985
 BX2985  NAD 83(1986)-  31 00 59.03045(N)    093 59 13.98157(W) AD(       ) 1
 BX2985  NAD 27      -  31 00 58.32068(N)    093 59 13.30766(W) AD(       ) 1
 BX2985  NGVD 29 (07/19/86)  146.0    (m)          479.     (f) VERT ANG       
 BX2985
 BX2985.Superseded values are not recommended for survey control.
 BX2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2985.See file dsdata.txt to determine how the superseded data were derived.
 BX2985
 BX2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0576831837(NAD 83)
 BX2985_MARKER: DS = TRIANGULATION STATION DISK
 BX2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BX2985
 BX2985  HISTORY     - Date     Condition        Report By
 BX2985  HISTORY     - 1972     MONUMENTED       NGS
 BX2985
 BX2985                          STATION DESCRIPTION
 BX2985
 BX2985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BX2985'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 BX2985'
 BX2985'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH ON LINE.
 BX2985'
 BX2985'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH OF BROOKELAND AND
 BX2985'5-1/2 MILES NORTH OF JASPER, AND IS ON LAND OWNED BY SOUTHWESTERN
 BX2985'TIMBER COMPANY, 229 NORTH BOWIE, JASPER, TEXAS.
 BX2985'
 BX2985'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 96 AND STATE
 BX2985'HIGHWAY 83 IN THE WEST EDGE OF PINELAND.  GO SOUTH ON U. S. HIGHWAY
 BX2985'96 FOR 8.3 MILES TO THE JUNCTION OF FARM ROAD 149 NORTH ON THE
 BX2985'RIGHT, CONTINUE SOUTH ON U. S. HIGHWAY 96 FOR 5.45 MILES TO THE
 BX2985'JUNCTION OF FARM ROAD 255, CONTINUE SOUTH ON U. S. HIGHWAY 96 FOR
 BX2985'1.75 MILES TO A FORK, TURN RIGHT AND GO SOUTHWEST ON A BLADED
 BX2985'ROAD FOR 1.3 MILES TO THE STATION AND LOOKOUT TOWER ON THE LEFT.
 BX2985'
 BX2985'THE STATION MARKS ARE STANDARD DISKS STAMPED HORTON LOOKOUT 2 1972.
 BX2985'THE SURFACE DISKS IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 BX2985'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 29
 BX2985'FEET NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 25 FEET
 BX2985'SOUTH OF A METAL WITNESS POST AND 16 FEET WEST OF A 16 INCH PINE
 BX2985'TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 BX2985'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 BX2985'
 BX2985'HORTON LOOKOUT SURFACE DISK, A STANDARD DISK STAMPED HORTON HILL
 BX2985'LOOKOUT 1935, IS WELDED TO THE TOP OF A 1-INCH PIPE THAT PROJECTS 2
 BX2985'INCHES ABOVE THE GROUND SURFACE, IT IS 15.2 FEET SOUTH-SOUTHWEST OF
 BX2985'THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 15.0 FEET
 BX2985'SOUTH-SOUTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.
 BX2985'
 BX2985'REFERENCE MARK 1, A STANDARD DISK STAMPED HORTON LOOKOUT 2 NO 1
 BX2985'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2985'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 54 FEET
 BX2985'SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE AROUND THE LOOKOUT
 BX2985'TOWER AND IS 1 FOOT WEST OF A FENCE.
 BX2985'
 BX2985'REFERENCE MARK 2, A STANDARD DISK STAMPED HORTON LOOKOUT 2 NO 2
 BX2985'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2985'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET
 BX2985'EAST-NORTHEAST OF THE CENTER OF THE BLADED ROAD, 15 FEET SOUTH OF
 BX2985'THE CENTER OF THE DRIVEWAY LEADING TO THE LOOKOUT TOWER AND 2 FEET
 BX2985'EAST OF A 14 INCH PINE TREE.
 BX2985'
 BX2985'REFERENCE MARK 3, A STANDARD DISK STAMPED HORTON LOOKOUT 2 NO 3
 BX2985'1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 BX2985'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 20.5 FEET
 BX2985'WEST OF THE CENTER OF THE BLADED ROAD, 5 FEET NORTH OF AN 18 INCH
 BX2985'PINE TREE AND 3 FEET NORTH OF A METAL WITNESS POST.
 BX2985'
 BX2985'NEAREST TOWN--JASPER.
 BX2985'
 BX2985'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3968 ***********************************************************************
 AW3968  DESIGNATION -  HOSKINS
 AW3968  PID         -  AW3968
 AW3968  STATE/COUNTY-  TX/BRAZORIA
 AW3968  USGS QUAD   -  HOSKINS MOUND (1974)
 AW3968
 AW3968                         *CURRENT SURVEY CONTROL
 AW3968  ___________________________________________________________________
 AW3968* NAD 83(1993)-  29 08 20.83850(N)    095 13 39.75845(W)     ADJUSTED  
 AW3968* NAVD 88     -         9.21   (+/-2cm)      30.2    (feet)  VERTCON   
 AW3968  ___________________________________________________________________
 AW3968  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW3968  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW3968
 AW3968  HORZ ORDER  -  FIRST
 AW3968  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3968
 AW3968.The horizontal coordinates were established by classical geodetic methods
 AW3968.and adjusted by the National Geodetic Survey in February 1996..
 AW3968
 AW3968.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3968.The vertical order pertains to the NGVD 29 superseded value.
 AW3968
 AW3968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3968
 AW3968.The geoid height was determined by GEOID03.
 AW3968
 AW3968;                    North         East     Units Scale Factor Converg.
 AW3968;SPC TXSC     - 4,150,634.898   966,962.775   MT  0.99986904   +1 50 53.1
 AW3968;SPC TXSC     -13,617,541.33  3,172,443.70   sFT  0.99986904   +1 50 53.1
 AW3968;UTM  15      - 3,225,451.416   283,283.392   MT  1.00017959   -1 05 06.6
 AW3968
 AW3968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3968!SPC TXSC     -   1.00000274  x   0.99986904  =   0.99987178
 AW3968!UTM  15      -   1.00000274  x   1.00017959  =   1.00018233
 AW3968
 AW3968|---------------------------------------------------------------------|
 AW3968| PID    Reference Object                     Distance      Geod. Az  |
 AW3968|                                                           dddmmss.s |
 AW3968| AW3969 HOSKINS RM 1                                       06631     |
 AW3968| AW0071 HOSKINS RM 5                                       0663156.5 |
 AW3968| AW6787 SAN LUIS COAST GUARD STA CUP        APPROX.14.4 KM 1011321.1 |
 AW3968| AM0425 BRAZOS RIVER LIGHTHOUSE             APPROX.22.9 KM 2000810.1 |
 AW3968| AM0423 DOW CHEM CO PLT A ORGANIC TANK      APPROX.22.9 KM 2014049.3 |
 AW3968| AW0062 HOSKINS RM 4                         15.264 METERS 23546     |
 AW3968| AW6817 HOSKINS MOUND SULPHUR CO E TK       APPROX. 0.9 KM 2555517.3 |
 AW3968| AW6821 HOSKINS MOUND FREEPORT CO STK       APPROX. 1.0 KM 2565624.3 |
 AW3968| AW6822 HOSKINS MOUND FREEPORT CO W TK      APPROX. 1.1 KM 2592753.7 |
 AW3968| AW3971 HOSKINS RM 3                         25.115 METERS 33318     |
 AW3968| AW3970 HOSKINS RM 2                         25.439 METERS 33847     |
 AW3968|---------------------------------------------------------------------|
 AW3968
 AW3968                          SUPERSEDED SURVEY CONTROL
 AW3968
 AW3968  NAD 83(1986)-  29 08 20.85065(N)    095 13 39.73407(W) AD(       ) 1
 AW3968  NAD 27      -  29 08 19.97900(N)    095 13 38.97600(W) AD(       ) 1
 AW3968  NGVD 29 (??/??/92)    9.216  (m)           30.24   (f) ADJ UNCH    2 0
 AW3968
 AW3968.Superseded values are not recommended for survey control.
 AW3968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3968.See file dsdata.txt to determine how the superseded data were derived.
 AW3968
 AW3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8328325451(NAD 83)
 AW3968_MARKER: DS = TRIANGULATION STATION DISK
 AW3968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3968_STAMPING: HOSKINS 1931
 AW3968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3968+STABILITY: SURFACE MOTION
 AW3968
 AW3968  HISTORY     - Date     Condition        Report By
 AW3968  HISTORY     - 1931     MONUMENTED       CGS
 AW3968  HISTORY     - 1931     GOOD             CGS
 AW3968  HISTORY     - 1937     GOOD             TXHD
 AW3968  HISTORY     - 1942     GOOD             CGS
 AW3968  HISTORY     - 1951     GOOD             SUNOCO
 AW3968  HISTORY     - 1953     GOOD             CGS
 AW3968  HISTORY     - 1960     GOOD             CGS
 AW3968  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AW3968  HISTORY     - 1963     GOOD             NGS
 AW3968  HISTORY     - 1965     GOOD             CGS
 AW3968  HISTORY     - 1970     GOOD             TEXACO
 AW3968  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW3968
 AW3968                          STATION DESCRIPTION
 AW3968
 AW3968'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW3968'ABOUT 12 MILES E OF ANGLETON AND 9 MILES SE OF DANBURY, ON
 AW3968'HIGHEST POINT OF HOSKINS MOUND, ON LAND LEASED BY THE FREEPORT
 AW3968'SULPHUR COMPANY, 162.3 FEET S AND ACROSS THE ROAD FROM A
 AW3968'BLACK WOOD TANK MARKED PROPERTY OF T. T. CO., 48.5 FEET S OF
 AW3968'CENTER LINE OF ROAD, AND 43.0 FEET W OF CENTER LINE OF NARROW
 AW3968'SHELL ROAD LEADING S.
 AW3968'
 AW3968'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW3968'DISKS SET IN CONCRETE.
 AW3968'
 AW3968'SURFACE MARK PROJECTS ABOUT 12 INCHES ABOVE SURFACE OF THE
 AW3968'GROUND.
 AW3968'
 AW3968'REFERENCE MARK NO. 1 PROJECTS ABOUT 5 INCHES ABOVE GROUND,
 AW3968'IS 25 FEET S OF CENTER LINE OF DIRT ROAD, 111.3 FEET NW OF
 AW3968'A 3-INCH CAP ON SULPHUR WELL NO. 110 K AND APPROXIMATELY
 AW3968'0.2 MILE FROM STATION, N 66 DEG 31 MIN E.
 AW3968'
 AW3968'REFERENCE MARK NO. 2 PROJECTS ABOUT 8 INCHES ABOVE GROUND,
 AW3968'IS 35 FEET N OF CENTER LINE OF ROAD, ON LINE TO BLACK WOOD
 AW3968'TANK, 78.8 FEET S OF TANK, AND 83.46 FEET FROM STATION,
 AW3968'N 21 DEG 13 MIN W.  BEARING OF HOSKINS MOUND, FREEPORT
 AW3968'SULPHUR COMPANY, WEST TANK, DISTANT 1/2 MILE, S 79 DEG 28 MIN W.
 AW3968
 AW3968                          STATION RECOVERY (1931)
 AW3968
 AW3968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 AW3968'IN HOSKINS.
 AW3968'AT HOSKINS, BRAZORIA COUNTY, ON THE FREEPORT SULPHUR CO. PROPERTY, 0.7
 AW3968'MILE NORTHEAST OF THE MAIN ENTRANCE TO THE PLANT, 0.4 MILE EAST OF THE
 AW3968'MAIN OFFICE BUILDING, 48 FEET SOUTH OF THE CENTERLINE OF A SHELL ROAD
 AW3968'LEADING EAST, 43 FEET WEST OF A ROAD LEADING SOUTH, 3 FEET EAST OF A
 AW3968'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE SHELL ROAD. A STANDARD
 AW3968'TRIANGULATION-STATION DISK, STAMPED HOSKINS 1931 AND SET IN THE TOP OF
 AW3968'A CONCRETE POST.  NOTE-- TRI. STATION HOSKINS IS ON THE HIGHEST POINT
 AW3968'OF HOSKINS MOUND.
 AW3968
 AW3968                          STATION RECOVERY (1937)
 AW3968
 AW3968'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW3968'STATION RECOVERED IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO
 AW3968'RECOVER REFERENCE MARKS.  THE GENERAL DESCRIPTION HOLDS
 AW3968'TRUE FOR LOCATING STATION BUT THE READING 162.3 FEET S AND
 AW3968'ACROSS THE ROAD FROM A BLACK WOOD TANK MARKED PROPERTY OF
 AW3968'T.T.CO., SHOULD BE OMITTED, AS THE TANK HAS BEEN COMPLETELY
 AW3968'REMOVED.
 AW3968
 AW3968                          STATION RECOVERY (1942)
 AW3968
 AW3968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AW3968'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW3968'CONDITION.
 AW3968'
 AW3968'STATION IS ABOUT 9 MILES SE OF DANBURY, ON THE HIGHEST
 AW3968'POINT OF HOSKINS MOUND, ON LAND LEASED BY THE FREEPORT SULPHUR
 AW3968'COMPANY, ABOUT 0.7 MILE NE OF THE MAIN ENTRANCE TO PLANT,
 AW3968'ABOUT 0.4 MILE E OF THE MAIN OFFICE BUILDING, 48.5 FEET S
 AW3968'OF THE CENTER LINE OF THE SHELL ROAD, 43 FEET W OF THE CENTER
 AW3968'LINE OF NARROW ROAD LEADING S, 3 FEET E OF A 4- BY 4-INCH
 AW3968'WOODEN MARKER POST.  IT IS STAMPED HOSKINS 1931.
 AW3968'
 AW3968'REFERENCE MARK NO. 1 IS 0.2 MILE EASTERLY FROM THE
 AW3968'STATION, ABOUT 110 FEET NW OF FREEPORT SULPHUR WELL NO. 110-K,
 AW3968'35 FEET S OF THE CENTER LINE OF DIRT ROAD LEADING E.  IT IS
 AW3968'STAMPED HOSKINS NO. 1 1931.
 AW3968'
 AW3968'REFERENCE MARK NO. 2 IS 83.4 FEET NORTHERLY FROM
 AW3968'THE STATION, 35 FEET N OF THE CENTER LINE OF SHELL ROAD LEADING
 AW3968'E.  IT IS STAMPED HOSKINS NO. 2 1931.
 AW3968
 AW3968                          STATION RECOVERY (1951)
 AW3968
 AW3968'RECOVERY NOTE BY SUN OIL COMPANY 1951 (FMB)
 AW3968'STATION RECOVERED IN GOOD CONDITION.
 AW3968
 AW3968                          STATION RECOVERY (1953)
 AW3968
 AW3968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JPW)
 AW3968'TO REACH THE STATION FROM VELASCO, GO NE AND NW ON FM 523
 AW3968'FROM STATE HIGHWAY 288 FOR 8.05 MI. TO A T-ROAD NE.  NE ROAD
 AW3968'IS 0.10 MI. NW OF THE H. AND B.V. RAILROAD CROSSING AT STRATTON
 AW3968'RIDGE.  GO NE ON THE NE ROAD FOR 8.22 MI. TO A T-ROAD
 AW3968'INTERSECTION.  GO SE FROM THE T-INTERSECTION UNDER THE H. AND
 AW3968'B.V. RAILROAD AND FOLLOW A SHELL ROAD TO HOSKINS MOUND SULPHUR
 AW3968'PLANT.  THE H. AND B.V. RAILROAD CROSSING IS 0.722 MI. FROM THE
 AW3968'T-ROAD INTERSECTION.  FROM THE H. B.V. RAILROAD CROSSING GO N
 AW3968'6 DEG W FOR 0.047 MI., N 40 DEG W FOR 0.108 MI., N 50 DEG E
 AW3968'FOR 0.391 MI., N 62 DEG E FOR 0.120 MI. TO A CROSSROADS.
 AW3968'STATION IS 48 FT. S 30 DEG E FROM THE JUNCTION OF THE ROAD N 62
 AW3968'DEG E AND RD. S 46 DEG E. NO REFERENCE MARKS WERE RECOVERED.
 AW3968
 AW3968                          STATION RECOVERY (1960)
 AW3968
 AW3968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW3968'STATION RECOVERED IN GOOD CONDITION.  RM 1 WAS SEARCHED FOR
 AW3968'BUT COULD NOT BE FOUND.  THE AREA IS COVERED WITH DENSE GRASS
 AW3968'AND RM 1 IS PROBABLY STILL IN PLACE.  RM 2 WAS FOUND OUT OF
 AW3968'POSITION WITH THE DISK REMOVED.
 AW3968'
 AW3968'THE DESCRIPTION OF THE STATION BY C.J.B. IN 1942 IS GOOD
 AW3968'WITH THE FOLLOWING CHANGES.
 AW3968'
 AW3968'(1) THE FREEPORT SULPHUR CO. HAS CEASED OPERATIONS AT THE
 AW3968'SITE AND MOST OF THE BUILDINGS HAVE BEEN TORN DOWN.
 AW3968'
 AW3968'(2) THE MARK NOW PROJECTS 18 INCHES AND IS STAMPED HOSKINS 1931.
 AW3968
 AW3968                          STATION RECOVERY (1963)
 AW3968
 AW3968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AW3968'THE STATION WAS RECOVERED.  THE STATION MARK PROJECTED ABOUT
 AW3968'2 FEET DUE TO SOIL EROSION.  REFERENCE MARK 1 WAS FOUND
 AW3968'DISTURBED.  REFERENCE MARK 2 WAS FOUND DESTROYED.  THE
 AW3968'STATION SURFACE MARK AND UNDERGROUND STATION MARK WAS LOWERED
 AW3968'AND REFERENCE MARKS NOS 3, 4 AND 5 WERE ESTABLISHED BY THIS
 AW3968'PARTY.
 AW3968'
 AW3968'THE SURFACE STATION MARK WAS FOUND TO BE 0.068 METERS ECCENTRIC
 AW3968'TO THE POSITION OF THE SUB-SURFACE STATION MARK.
 AW3968'
 AW3968'A COMPLETE NEW DESCRIPTION FOLLOWS--THE STATION IS 9.5 MILES
 AW3968'SOUTHEAST OF DANBURY AND 12 MILES EAST OF ANGLETON, ON HIGHEST
 AW3968'POINT OF HOSKINS MOUND, ON LAND OF THE MOUND COMPANY, ABOUT
 AW3968'1/2 MILE EAST-NORTHEAST OF THE ABANDON SULPHER COMPANY
 AW3968'HEADQUARTERS, 49 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD,
 AW3968'37 FEET WEST OF CENTER LINE OF ROAD LEADING SOUTH AND 3 FEET
 AW3968'NORTH OF A STEEL WITNESS POST.
 AW3968'
 AW3968'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW3968'DISKS SET IN CONCRETE.
 AW3968'
 AW3968'SURFACE AND UNDERGROUND MARKS ARE STAMPED HOSKINS 1931 1963,
 AW3968'SURFACE MARK PROJECTS 6 INCHES.
 AW3968'
 AW3968'REFERENCE MARK 3, STAMPED HOSKINS NO 3 1931 1963, IS 42 FEET
 AW3968'WEST OF A 1-INCH PIPE WHICH PROJECTS 5 FEET, 34 FEET NORTH
 AW3968'OF CENTER LINE OF EAST-WEST ROAD, A 10-BY 10-INCH CONCRETE
 AW3968'POST PROJECTING 6 INCHES.
 AW3968'
 AW3968'REFERENCE MARK 4, STAMPED HOSKINS NO 4 1931 1963, IS 61 FEET
 AW3968'SOUTH OF CENTER LINE OF THE EAST-WEST ROAD, A 10-BY 10-INCH
 AW3968'CONCRETE POST PROJECTING 4 INCHES.
 AW3968'
 AW3968'REFERENCE MARK 5, STAMPED HOSKINS NO 5 1931 1963, IS 112 FEET
 AW3968'NORTHWEST OF A 4-INCH PIPE WITH CONCRETE CAP BEARING THE
 AW3968'NUMBER K110, 26 FEET SOUTH OF APPROXIMATE CENTER OF ABANDON
 AW3968'ROAD, 2 FEET WEST OF A STEEL WITNESS POST, A 10-BY 10-INCH
 AW3968'CONCRETE POST PROJECTING 6 INCHES.
 AW3968'
 AW3968'TO REACH THE STATION FROM THE POST OFFICE IN VELASCO, GO
 AW3968'SOUTHEAST ON GULF BLVD. (FARM ROAD 523) FOR 0.95 MILE, TURN
 AW3968'LEFT AND FOLLOW FARM ROAD 523 NORTHEAST FOR 1.85 MILES TO
 AW3968'INTERSECTION WITH STATE HIGHWAY 332, CONTINUE STRAIGHT AHEAD
 AW3968'ON FARM ROAD 523 FOR 4.95 MILES TO T-ROAD RIGHT AT SIGN
 AW3968'HOSKINS MOUND 10, TURN RIGHT GOING NORTHEAST ON TAR AND SHELL
 AW3968'ROAD FOR 4.75 MILES TO FORK, KEEP LEFT ON COUNTY ROAD 227
 AW3968'AND GO 3.35 MILES TO T-JUNCTION, TURN RIGHT PASSING UNDER
 AW3968'RAILROAD, THENCE LEFT ACROSS BRIDGE TO LOCKED GATE, (KEY
 AW3968'MAY BE OBTAINED FROM JOE PYBUS, 411 NORTH B ST. FREEPORT,
 AW3968'TELEPHONE NO. BE 3-2836) PASS THROUGH GATE AND CONTINUE
 AW3968'0.55 MILE CROSSING RAILROAD TRACKS, CONTINUE NORTHERLY 0.2
 AW3968'MILE, TURN RIGHT AND GO 0.3 MILE, TAKE LEFT FORK AND GO
 AW3968'0.05 MILE, TAKE LEFT FORK AND GO 0.1 MILE, TURN RIGHT AND
 AW3968'GO 0.2 MILE TO HIGHEST POINT OF HOSKINS MOUND AND STATION ON
 AW3968'RIGHT.
 AW3968
 AW3968                          STATION RECOVERY (1963)
 AW3968
 AW3968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW3968'RECOVERED IN GOOD CONDITION.
 AW3968
 AW3968                          STATION RECOVERY (1965)
 AW3968
 AW3968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 AW3968'THE STATION MARK, REFERENCE MARKS NO. 3, NO. 4 AND NO. 5
 AW3968'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AW3968'
 AW3968'THE 1963 RECOVERY NOTE DESCRIPTION AND THE TO REACH THE
 AW3968'STATION WERE FOUND TO BE ENTIRELY ADEQUATE.
 AW3968
 AW3968                          STATION RECOVERY (1970)
 AW3968
 AW3968'RECOVERY NOTE BY TEXACO INCORPORATED 1970 (CKH)
 AW3968'HOSKINS, 1931-GOOD CONDITION
 AW3968
 AW3968                          STATION RECOVERY (1997)
 AW3968
 AW3968'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6817 ***********************************************************************
 AW6817  DESIGNATION -  HOSKINS MOUND SULPHUR CO E TK
 AW6817  PID         -  AW6817
 AW6817  STATE/COUNTY-  TX/BRAZORIA
 AW6817  USGS QUAD   -  HOSKINS MOUND (1974)
 AW6817
 AW6817                         *CURRENT SURVEY CONTROL
 AW6817  ___________________________________________________________________
 AW6817* NAD 83(1993)-  29 08 13.73764(N)    095 14 12.00445(W)     ADJUSTED  
 AW6817* NAVD 88     -                                                        
 AW6817  ___________________________________________________________________
 AW6817  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW6817  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW6817
 AW6817  HORZ ORDER  -  THIRD
 AW6817
 AW6817.The horizontal coordinates were established by classical geodetic methods
 AW6817.and adjusted by the National Geodetic Survey in February 1996..
 AW6817
 AW6817
 AW6817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6817
 AW6817.The geoid height was determined by GEOID03.
 AW6817
 AW6817;                    North         East     Units Scale Factor Converg.
 AW6817;SPC TXSC     - 4,150,388.344   966,098.763   MT  0.99986916   +1 50 37.3
 AW6817;SPC TXSC     -13,616,732.43  3,169,609.02   sFT  0.99986916   +1 50 37.3
 AW6817;UTM  15      - 3,225,249.335   282,407.622   MT  1.00018428   -1 05 22.1
 AW6817
 AW6817                          SUPERSEDED SURVEY CONTROL
 AW6817
 AW6817  NAD 83(1986)-  29 08 13.74837(N)    095 14 11.98175(W) AD(       ) 4
 AW6817  NAD 27      -  29 08 12.88200(N)    095 14 11.22700(W) AD(       ) 3
 AW6817
 AW6817.Superseded values are not recommended for survey control.
 AW6817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6817.See file dsdata.txt to determine how the superseded data were derived.
 AW6817
 AW6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8240825249(NAD 83)
 AW6817_MARKER: 51 = TANK
 AW6817
 AW6817  HISTORY     - Date     Condition        Report By
 AW6817  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6817  HISTORY     - 1960     MARK NOT FOUND   CGS
 AW6817  HISTORY     - 1962     MARK NOT FOUND   CGS
 AW6817  HISTORY     - 1962     GOOD             LOCSUR
 AW6817  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW6817
 AW6817                          STATION DESCRIPTION
 AW6817
 AW6817'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6817'STATION RECOVERED IN GOOD CONDITION.  THE 1947 RECOVERY NOTE
 AW6817'IS IN ERROR.  MR. J.E. PYBUS OF 411 AVENUE B NORTH, FREEPORT,
 AW6817'TEXAS WAS CONTACTED AND MADE THE FOLLOWING STATEMENT.  THE
 AW6817'TANK WAS ERECTED IN 1922 AND HAS NOT BEEN MOVED OR DISTRUBED
 AW6817'IN ANY MANNER SINCE THAT DATE.  MR. PYBUS WAS AN EMPLOYEE
 AW6817'OF THE SULPHUR COMPANY FROM THAT DATE UNTIL 1955, WHEN THE
 AW6817'SITE WAS ABANDONED.  HE IS STILL A CARETAKER FOR THE PROPERTY.
 AW6817'DESCRIPTION FOLLOWS.
 AW6817'
 AW6817'LOCATED ABOUT 9 MILES SOUTHEAST OF DANBURY, AT HOSKINS MOUND,
 AW6817'AT THE FORMER SITE OF THE FREEPORT SULPHUR CO. (NOW ABANDONED).
 AW6817'THE STATION IS THE ELEVATED WATER TANK AT THE ABANDONED
 AW6817'PLANT SITE.  THIS IS THE ONLY TANK STANDING AT THIS DATE.
 AW6817
 AW6817                          STATION RECOVERY (1962)
 AW6817
 AW6817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW6817'THE AREA IN WHICH THIS TANK IS LOCATED IS FENCED IN WITH
 AW6817'LOCKED GATES.  THE CARETAKER WITH THE KEY COULD NOT BE CONTACTED
 AW6817'WITHOUT UNDUE DELAY.
 AW6817'
 AW6817'THE TANK IS STILL STANDING AND IS VISIBLE FOR MILES.
 AW6817'
 AW6817'SEE 1960 RECOVERY WHEN THE SITE WAS VISITED.
 AW6817
 AW6817                          STATION RECOVERY (1962)
 AW6817
 AW6817'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 AW6817'RECOVERED BY MILLER AND FISHER BDRY SURVEYORS.
 AW6817'
 AW6817'BOTH TANKS WERE REPORTED GONE IN 1931 AND 1947, BUT A TANK
 AW6817'WAS OBSERVED FROM TRIANGULATION STATIONS RULE, ROBIN AND COCOA
 AW6817'WITH RESULTS THAT LEAD TO THE CONCLUSION THAT THE EXISTING
 AW6817'TANK IS IN THE SAME POSITION AS THE EAST TANK FIRST OBSERVED
 AW6817'IN 1931.
 AW6817
 AW6817                          STATION RECOVERY (1997)
 AW6817
 AW6817'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0063 ***********************************************************************
 AW0063  DESIGNATION -  HOSKINS RESET
 AW0063  PID         -  AW0063
 AW0063  STATE/COUNTY-  TX/BRAZORIA
 AW0063  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0063
 AW0063                         *CURRENT SURVEY CONTROL
 AW0063  ___________________________________________________________________
 AW0063* NAD 83(1993)-  29 08 20.83850(N)    095 13 39.75845(W)     ADJUSTED  
 AW0063* NAVD 88     -         9.02   (+/-2cm)      29.6    (feet)  VERTCON   
 AW0063  ___________________________________________________________________
 AW0063  X           -    -507,991.923 (meters)                     COMP
 AW0063  Y           -  -5,552,139.886 (meters)                     COMP
 AW0063  Z           -   3,087,370.020 (meters)                     COMP
 AW0063  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW0063  ELLIP HEIGHT-         -17.62  (meters)          (09/30/02) GPS OBS
 AW0063  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0063
 AW0063  HORZ ORDER  -  SECOND
 AW0063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0063  ELLP ORDER  -  FIFTH     CLASS I
 AW0063
 AW0063.The horizontal coordinates were established by GPS observations
 AW0063.and adjusted by the National Geodetic Survey in February 1996..
 AW0063
 AW0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0063.The vertical order pertains to the NGVD 29 superseded value.
 AW0063
 AW0063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0063
 AW0063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0063
 AW0063.The ellipsoidal height was determined by GPS observations
 AW0063.and is referenced to NAD 83.
 AW0063
 AW0063.The geoid height was determined by GEOID03.
 AW0063
 AW0063;                    North         East     Units Scale Factor Converg.
 AW0063;SPC TXSC     - 4,150,634.898   966,962.775   MT  0.99986904   +1 50 53.1
 AW0063;SPC TXSC     -13,617,541.33  3,172,443.70   sFT  0.99986904   +1 50 53.1
 AW0063;UTM  15      - 3,225,451.416   283,283.392   MT  1.00017959   -1 05 06.6
 AW0063
 AW0063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0063!SPC TXSC     -   1.00000277  x   0.99986904  =   0.99987181
 AW0063!UTM  15      -   1.00000277  x   1.00017959  =   1.00018236
 AW0063
 AW0063                          SUPERSEDED SURVEY CONTROL
 AW0063
 AW0063  ELLIP H (02/16/96)  -17.56   (m)                       GP(       ) 5 1
 AW0063  NAD 83(1986)-  29 08 20.85065(N)    095 13 39.73407(W) AD(       ) 2
 AW0063  NGVD 29 (??/??/92)    9.021  (m)           29.60   (f) ADJ UNCH    2 0
 AW0063
 AW0063.Superseded values are not recommended for survey control.
 AW0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0063.See file dsdata.txt to determine how the superseded data were derived.
 AW0063
 AW0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8328325451(NAD 83)
 AW0063_MARKER: DS = TRIANGULATION STATION DISK
 AW0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0063_SP_SET: CONCRETE POST
 AW0063_STAMPING: HOSKINS 1931 1963
 AW0063_MARK LOGO: CGS   
 AW0063_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0063+STABILITY: SURFACE MOTION
 AW0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0063+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AW0063
 AW0063  HISTORY     - Date     Condition        Report By
 AW0063  HISTORY     - 1963     MONUMENTED       CGS
 AW0063  HISTORY     - 1973     GOOD             NGS
 AW0063  HISTORY     - 1978     GOOD             NGS
 AW0063  HISTORY     - 19930319 GOOD             NOS
 AW0063  HISTORY     - 20041106 GOOD             USPSQD
 AW0063
 AW0063                          STATION DESCRIPTION
 AW0063
 AW0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0063'16.3 MI NE FROM FREEPORT.
 AW0063'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0063'BOULEVARD AT FREEPORT, THENCE 8.15 MILES NORTHEAST ALONG COUNTY ROAD
 AW0063'227, THENCE 0.05 MILE SOUTHEAST ALONG A SHELL ROAD, THENCE 1.3 MILES
 AW0063'NORTHEAST ALONG A SHELL ROAD TO TEXACO LEASE AND STORAGE TANKS, 0.1
 AW0063'MILE NORTHEAST OF A LARGE METAL BUILDING, 48 FEET SOUTHEAST OF THE
 AW0063'CENTER LINE OF THE ROAD, 68 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AW0063'SHELL ROAD SOUTHEAST, 50.08 FEET EAST OF R.M. 4, 2.8 FEET NORTH OF A
 AW0063'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AW0063'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 AW0063
 AW0063                          STATION RECOVERY (1978)
 AW0063
 AW0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0063'RECOVERED IN GOOD CONDITION.
 AW0063
 AW0063                          STATION RECOVERY (1993)
 AW0063
 AW0063'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 AW0063'RECOVERED IN GOOD CONDITION.
 AW0063
 AW0063                          STATION RECOVERY (2004)
 AW0063
 AW0063'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0063'GO TO N 28  56 27.7 W 095 20 50.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3969 ***********************************************************************
 AW3969  DESIGNATION -  HOSKINS RM 1
 AW3969  PID         -  AW3969
 AW3969  STATE/COUNTY-  TX/BRAZORIA
 AW3969  USGS QUAD   -  HOSKINS MOUND (1974)
 AW3969
 AW3969                         *CURRENT SURVEY CONTROL
 AW3969  ___________________________________________________________________
 AW3969* NAD 83(1986)-  29 08 20.     (N)    095 13 39.     (W)     SCALED    
 AW3969* NAVD 88     -         6.01   (+/-2cm)      19.7    (feet)  VERTCON   
 AW3969  ___________________________________________________________________
 AW3969  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW3969
 AW3969  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3969
 AW3969.The horizontal coordinates were scaled from a topographic map and have
 AW3969.an estimated accuracy of +/- 6 seconds.
 AW3969
 AW3969.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3969.The vertical order pertains to the NGVD 29 superseded value.
 AW3969
 AW3969.The geoid height was determined by GEOID03.
 AW3969
 AW3969;                    North         East    Units  Estimated Accuracy
 AW3969;SPC TXSC     - 4,150,610.      966,980.      MT  (+/- 180 meters Scaled)
 AW3969
 AW3969                          SUPERSEDED SURVEY CONTROL
 AW3969
 AW3969  NGVD 29 (??/??/92)    6.02   (m)           19.8    (f) COMPUTED    2 0
 AW3969
 AW3969.Superseded values are not recommended for survey control.
 AW3969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3969.See file dsdata.txt to determine how the superseded data were derived.
 AW3969
 AW3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN833254(NAD 83)
 AW3969_MARKER: DR = REFERENCE MARK DISK
 AW3969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3969_STAMPING: HOSKINS NO 1 1931
 AW3969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3969+STABILITY: SURFACE MOTION
 AW3969
 AW3969  HISTORY     - Date     Condition        Report By
 AW3969  HISTORY     - 1931     MONUMENTED       CGS
 AW3969  HISTORY     - 1963     POOR             NGS
 AW3969  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW3969
 AW3969                          STATION DESCRIPTION
 AW3969
 AW3969'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 AW3969'IN HOSKINS.
 AW3969'0.2 MILE EAST OF TRIANGULATION STATION HOSKINS DESCRIBED ABOVE, 110
 AW3969'FEET NORTHWEST OF SULPHUR WELL 110-K, 35 FEET SOUTH OF A DIRT ROAD
 AW3969'LEADING EAST, AND LEVEL WITH THE ROAD.  A STANDARD REFERENCE-MARK
 AW3969'DISK, STAMPED HOSKINS NO 1 1931 AND SET IN THE TOP OF A CONCRETE POST.
 AW3969
 AW3969                          STATION RECOVERY (1963)
 AW3969
 AW3969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW3969'MARK RECOVERED IN POOR CONDITION.
 AW3969
 AW3969                          STATION RECOVERY (1997)
 AW3969
 AW3969'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW3969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0062 ***********************************************************************
 AW0062  DESIGNATION -  HOSKINS RM 4
 AW0062  PID         -  AW0062
 AW0062  STATE/COUNTY-  TX/BRAZORIA
 AW0062  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0062
 AW0062                         *CURRENT SURVEY CONTROL
 AW0062  ___________________________________________________________________
 AW0062* NAD 83(1986)-  29 08 20.     (N)    095 13 39.     (W)     SCALED    
 AW0062* NAVD 88     -         8.84   (+/-2cm)      29.0    (feet)  VERTCON   
 AW0062  ___________________________________________________________________
 AW0062  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0062
 AW0062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0062
 AW0062.The horizontal coordinates were scaled from a topographic map and have
 AW0062.an estimated accuracy of +/- 6 seconds.
 AW0062
 AW0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0062.The vertical order pertains to the NGVD 29 superseded value.
 AW0062
 AW0062.The geoid height was determined by GEOID03.
 AW0062
 AW0062;                    North         East    Units  Estimated Accuracy
 AW0062;SPC TXSC     - 4,150,610.      966,980.      MT  (+/- 180 meters Scaled)
 AW0062
 AW0062                          SUPERSEDED SURVEY CONTROL
 AW0062
 AW0062  NGVD 29 (??/??/92)    8.842  (m)           29.01   (f) ADJ UNCH    2 0
 AW0062
 AW0062.Superseded values are not recommended for survey control.
 AW0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0062.See file dsdata.txt to determine how the superseded data were derived.
 AW0062
 AW0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN833254(NAD 83)
 AW0062_MARKER: DR = REFERENCE MARK DISK
 AW0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0062_STAMPING: HOSKINS NO 4 1931 1963
 AW0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0062+STABILITY: SURFACE MOTION
 AW0062
 AW0062  HISTORY     - Date     Condition        Report By
 AW0062  HISTORY     - 1963     MONUMENTED       CGS
 AW0062  HISTORY     - 1973     GOOD             NGS
 AW0062  HISTORY     - 1978     GOOD             NGS
 AW0062  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW0062
 AW0062                          STATION DESCRIPTION
 AW0062
 AW0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0062'16.3 MI NE FROM FREEPORT.
 AW0062'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0062'BOULEVARD AT FREEPORT, THENCE 8.15 MILES NORTHEAST ALONG COUNTY ROAD
 AW0062'227, THENCE 0.05 MILE SOUTHEAST ALONG A SHELL ROAD, THENCE 1.3 MILES
 AW0062'NORTHEAST ALONG A SHELL ROAD TO TEXACO LEASE AND STORAGE TANKS, 0.1
 AW0062'MILE NORTHEAST OF A LARGE METAL BUILDING, 50.08 FEET WEST OF THE
 AW0062'STATION, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 118 FEET
 AW0062'SOUTHWEST OF A SHELL ROAD SOUTHEAST, 2.1 FEET NORTHEAST OF A WITNESS
 AW0062'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW0062'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW0062
 AW0062                          STATION RECOVERY (1978)
 AW0062
 AW0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0062'RECOVERED IN GOOD CONDITION.
 AW0062
 AW0062                          STATION RECOVERY (1997)
 AW0062
 AW0062'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0071 ***********************************************************************
 AW0071  DESIGNATION -  HOSKINS RM 5
 AW0071  PID         -  AW0071
 AW0071  STATE/COUNTY-  TX/BRAZORIA
 AW0071  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0071
 AW0071                         *CURRENT SURVEY CONTROL
 AW0071  ___________________________________________________________________
 AW0071* NAD 83(1986)-  29 08 24.     (N)    095 13 31.     (W)     SCALED    
 AW0071* NAVD 88     -         6.12   (+/-2cm)      20.1    (feet)  VERTCON   
 AW0071  ___________________________________________________________________
 AW0071  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0071
 AW0071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0071
 AW0071.The horizontal coordinates were scaled from a topographic map and have
 AW0071.an estimated accuracy of +/- 6 seconds.
 AW0071
 AW0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0071.The vertical order pertains to the NGVD 29 superseded value.
 AW0071
 AW0071.The geoid height was determined by GEOID03.
 AW0071
 AW0071;                    North         East    Units  Estimated Accuracy
 AW0071;SPC TXSC     - 4,150,740.      967,200.      MT  (+/- 180 meters Scaled)
 AW0071
 AW0071                          SUPERSEDED SURVEY CONTROL
 AW0071
 AW0071  NGVD 29 (??/??/92)    6.119  (m)           20.08   (f) ADJ UNCH    2 0
 AW0071
 AW0071.Superseded values are not recommended for survey control.
 AW0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0071.See file dsdata.txt to determine how the superseded data were derived.
 AW0071
 AW0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN835255(NAD 83)
 AW0071_MARKER: DR = REFERENCE MARK DISK
 AW0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0071_STAMPING: HOSKINS NO 5 1931 1963
 AW0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0071+STABILITY: SURFACE MOTION
 AW0071
 AW0071  HISTORY     - Date     Condition        Report By
 AW0071  HISTORY     - 1963     MONUMENTED       CGS
 AW0071  HISTORY     - 1973     GOOD             NGS
 AW0071  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0071  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW0071
 AW0071                          STATION DESCRIPTION
 AW0071
 AW0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0071'16.45 MI NE FROM FREEPORT.
 AW0071'6.8 MILES NORTH ALONG FARM ROAD 523 FROM THE JUNCTION OF SOUTH GULF
 AW0071'BOULEVARD AT FREEPORT, THENCE 8.15 MILES NORTHEAST ALONG COUNTY ROAD
 AW0071'227, THENCE 0.05 MILE SOUTHEAST ALONG A SHELL ROAD, THENCE 1.45 MILES
 AW0071'NORTHEAST ALONG A SHELL ROAD TO TEXACO LEASE AND STORAGE TANKS, 0.2
 AW0071'MILE NORTHEAST ALONG A SHELL ROAD FROM THE STATION, 0.3 MILE NORTHEAST
 AW0071'OF A LARGE METAL BUILDING, 0.1 MILE NORTHEAST OF THE JUNCTION OF A
 AW0071'SHELL ROAD SOUTHEAST, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW0071'ROAD, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 AW0071'CONCRETE POST FLUSH WITH THE ROAD.
 AW0071
 AW0071                          STATION RECOVERY (1978)
 AW0071
 AW0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0071'NOT RECOVERED THIS DATE.
 AW0071
 AW0071                          STATION RECOVERY (1997)
 AW0071
 AW0071'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2795 ***********************************************************************
 AX2795  DESIGNATION -  HOSTYN CATHOLIC CHURCH SPIRE
 AX2795  PID         -  AX2795
 AX2795  STATE/COUNTY-  TX/FAYETTE
 AX2795  USGS QUAD   -  SWISS ALP (1981)
 AX2795
 AX2795                         *CURRENT SURVEY CONTROL
 AX2795  ___________________________________________________________________
 AX2795* NAD 83(1993)-  29 50 47.47991(N)    096 55 15.98347(W)     ADJUSTED  
 AX2795* NAVD 88     -                                                        
 AX2795  ___________________________________________________________________
 AX2795  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AX2795  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AX2795
 AX2795  HORZ ORDER  -  THIRD
 AX2795
 AX2795.The horizontal coordinates were established by classical geodetic methods
 AX2795.and adjusted by the National Geodetic Survey in February 1996..
 AX2795
 AX2795
 AX2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2795
 AX2795.The geoid height was determined by GEOID03.
 AX2795
 AX2795;                    North         East     Units Scale Factor Converg.
 AX2795;SPC TXSC     - 4,224,902.550   800,862.563   MT  0.99990298   +1 01 06.5
 AX2795;SPC TXSC     -13,861,201.12  2,627,496.59   sFT  0.99990298   +1 01 06.5
 AX2795;UTM  14      - 3,303,592.760   700,834.676   MT  1.00009767   +1 02 05.9
 AX2795
 AX2795                          SUPERSEDED SURVEY CONTROL
 AX2795
 AX2795  NAD 83(1986)-  29 50 47.49697(N)    096 55 15.97172(W) AD(       ) 4
 AX2795  NAD 27      -  29 50 46.68000(N)    096 55 15.03600(W) AD(       ) 3
 AX2795
 AX2795.Superseded values are not recommended for survey control.
 AX2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2795.See file dsdata.txt to determine how the superseded data were derived.
 AX2795
 AX2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU0083503593(NAD 83)
 AX2795_MARKER: 90 = CHURCH SPIRE
 AX2795
 AX2795  HISTORY     - Date     Condition        Report By
 AX2795  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2795  HISTORY     - 1963     GOOD             CGS
 AX2795  HISTORY     - 1966     GOOD             CGS
 AX2795  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 AX2795
 AX2795                          STATION DESCRIPTION
 AX2795
 AX2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2795'THIS INTERSECTION STATION IS THE SPIRE ON THE HOLY ROSARY
 AX2795'CATHOLIC CHURCH, LOCALLY KNOWN AS THE HOSTYN CHURCH, LOCATED
 AX2795'ABOUT 5.5 MILES S OF LA GRANGE, IN THE SMALL SETTLEMENT
 AX2795'OF HOSTYN.  IT IS A FRAME BUILDING PAINTED WHITE WITH A
 AX2795'DARK ROOF.  POINT OBSERVED UPON, THE SPIRE ON THE TOP OF
 AX2795'THE ROOF OVER THE MAIN ENTRACE TO THE CHURCH.
 AX2795
 AX2795                          STATION RECOVERY (1963)
 AX2795
 AX2795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2795'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2795'FOR PROCEEDINGS TO STATION SITE ARE CORRECT.
 AX2795
 AX2795                          STATION RECOVERY (1966)
 AX2795
 AX2795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCK)
 AX2795'SPIRE OF THE HOLY ROSARY CATHOLIC CHURCH IN THE VILLAGE
 AX2795'OF HOSTYN, 5.5 MILES SOUTH OF LA GRANGE.  THIS CHURCH WAS
 AX2795'DISMANTLED IN MARCH-APRIL 1966 AND A NEW CHURCH WITH A LOW
 AX2795'PROFILE CONSTRUCTED.
 AX2795
 AX2795                          STATION RECOVERY (1997)
 AX2795
 AX2795'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0451 ***********************************************************************
 AM0451  DESIGNATION -  HOTEL 1934
 AM0451  PID         -  AM0451
 AM0451  STATE/COUNTY-  TX/BRAZORIA
 AM0451  USGS QUAD   -  CEDAR LAKES EAST (1974)
 AM0451
 AM0451                         *CURRENT SURVEY CONTROL
 AM0451  ___________________________________________________________________
 AM0451* NAD 83(1993)-  28 51 50.19522(N)    095 26 16.99723(W)     ADJUSTED  
 AM0451* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AM0451  ___________________________________________________________________
 AM0451  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AM0451  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AM0451
 AM0451  HORZ ORDER  -  THIRD
 AM0451
 AM0451.The horizontal coordinates were established by classical geodetic methods
 AM0451.and adjusted by the National Geodetic Survey in February 1996..
 AM0451
 AM0451.The orthometric height was scaled from a topographic map.
 AM0451
 AM0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0451
 AM0451.The geoid height was determined by GEOID03.
 AM0451
 AM0451;                    North         East     Units Scale Factor Converg.
 AM0451;SPC TXSC     - 4,119,511.411   947,435.988   MT  0.99989679   +1 44 42.2
 AM0451;SPC TXSC     -13,515,430.35  3,108,379.57   sFT  0.99989679   +1 44 42.2
 AM0451;UTM  15      - 3,195,355.285   262,184.731   MT  1.00029799   -1 10 38.9
 AM0451
 AM0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0451!SPC TXSC     -   1.00000382  x   0.99989679  =   0.99990061
 AM0451!UTM  15      -   1.00000382  x   1.00029799  =   1.00030182
 AM0451
 AM0451                          SUPERSEDED SURVEY CONTROL
 AM0451
 AM0451  NAD 83(1986)-  28 51 50.20431(N)    095 26 16.97667(W) AD(       ) 3
 AM0451  NAD 27      -  28 51 49.30200(N)    095 26 16.17600(W) AD(       ) 3
 AM0451
 AM0451.Superseded values are not recommended for survey control.
 AM0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0451.See file dsdata.txt to determine how the superseded data were derived.
 AM0451
 AM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM6218595355(NAD 83)
 AM0451_MARKER: DS = TRIANGULATION STATION DISK
 AM0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0451_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AM0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0451+STABILITY: SURFACE MOTION
 AM0451
 AM0451  HISTORY     - Date     Condition        Report By
 AM0451  HISTORY     - 1934     MONUMENTED       CGS
 AM0451  HISTORY     - 1937     GOOD             CGS
 AM0451  HISTORY     - 1947     GOOD             CGS
 AM0451  HISTORY     - 1951     GOOD             ATRECO
 AM0451  HISTORY     - 1951     GOOD             LOCENG
 AM0451  HISTORY     - 1960     GOOD             CGS
 AM0451  HISTORY     - 1962     MARK NOT FOUND   CGS
 AM0451  HISTORY     - 1964     GOOD             CGS
 AM0451
 AM0451                          STATION DESCRIPTION
 AM0451
 AM0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0451'STATION IS LOCATED ABOUT 8 MILES SW OF FREEPORT, ON A POINT
 AM0451'OF LAND FORMING THE JUNCTION OF THE SAN BERNARD RIVER AND
 AM0451'THE INTRACOASTAL CANAL AND BELONGING TO MRS. G. C. RAMSEY OF SAN
 AM0451'ANTONIO.  IT IS 3/4 MILE SE OF BRIDGE ACROSS INTRACOASTAL
 AM0451'CANAL, 100 METERS SSE FROM S BANK OF INTRACOASTAL CANAL,
 AM0451'100 METERS ENE FROM E BANK OF SAN BERNARD RIVER, AND 30
 AM0451'METERS ENE FROM AN ABANDONED HOTEL BUILDING.
 AM0451'
 AM0451'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AM0451'NO REFERENCE MARK WAS SET.
 AM0451'
 AM0451'THE MAGNETIC AZIMUTHS WERE TAKEN FROM THE STATION--STACKS
 AM0451'AT BRYAN MOUND (5 MILES), 35 DEG.  ABANDONED HOTEL, 240
 AM0451'DEG.  BRIDGE ACROSS CANAL, 292 DEG.
 AM0451'
 AM0451'HEIGHT OF LIGHT ABOVE STATION MARK - 2.4 METERS.
 AM0451
 AM0451                          STATION RECOVERY (1937)
 AM0451
 AM0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AM0451'STATION IS APPROXIMATELY 1,000 METERS SE FROM THE BRIDGE
 AM0451'CROSSING THE INTRACOASTAL CANAL AND 75 METERS SSW FROM THE
 AM0451'SW GABLE OF A SMALL GRAY HOUSE.  MARK PROJECTS ABOUT 4 INCHES
 AM0451'ABOVE THE GROUND.
 AM0451'
 AM0451'THE ABANDONED HOTEL BUILDING WAS DEMOLISHED IN THE 1934
 AM0451'STORM.
 AM0451
 AM0451                          STATION RECOVERY (1947)
 AM0451
 AM0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0451'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT
 AM0451'8.0 MILES SW OF FREEPORT, ON THE NE SIDE OF THE MOUTH OF
 AM0451'THE SAN BERNARD RIVER, ABOUT 85 METERS SSE OF THE ABANDONED
 AM0451'INTRACOASTAL CANAL, 80 METERS NE OF THE E SIDE OF THE SAN
 AM0451'BERNARD RIVER, AND 75 METERS SSW OF A SMALL GRAY HOUSE.
 AM0451'IT IS WITHIN THE REMAINING THREE SIDES OF A SQUARE OF SALT
 AM0451'CEDARS.
 AM0451'
 AM0451'STATION MARK IS A BRONZE DISK SET IN A SQUARE CONCRETE
 AM0451'MONUMENT PROJECTING ABOUT 2 INCHES.  IT IS STAMPED HOTEL
 AM0451'1934.
 AM0451'
 AM0451'THERE ARE NO REFERENCE MARKS.
 AM0451
 AM0451                          STATION RECOVERY (1951)
 AM0451
 AM0451'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1951
 AM0451'MARK RECOVERED IN GOOD CONDITION.  IT IS STAMPED HOTEL 1934.
 AM0451'DESCRIPTION IS ADEQUATE EXCEPT PREVIOUSLY MENTIONED SMALL
 AM0451'GRAY HOUSE HAS BEEN DESTROYED.
 AM0451
 AM0451                          STATION RECOVERY (1951)
 AM0451
 AM0451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951 (HJS)
 AM0451'LETTER OF MR. H.J. SALANI, BRAZOS OIL AND GAS CO., HOUSTON,
 AM0451'DATED 23 OCTOBER 1951--
 AM0451'
 AM0451'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AM0451
 AM0451                          STATION RECOVERY (1960)
 AM0451
 AM0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0451'STATION RECOVERED IN GOOD CONDITION.  THE 1947 RECOVERY
 AM0451'NOTE IS ADEQUATE WITH THE FOLLOWING CHANGES.
 AM0451'
 AM0451'(1) THE MARK IS NOW 7 FEET NORTHWEST OF THE LOW BANK ALONG
 AM0451'THE GULF.
 AM0451'
 AM0451'(2) THE MARK IS 18 FEET SOUTHWEST OF THE MIDDLE OF THREE
 AM0451'CLUMPS OF SALT CEDARS.
 AM0451'
 AM0451'(3) A METAL WITNESS POST WITH WHITE SIGN ATTACHED WAS DRIVEN
 AM0451'BESIDE THE STATION.
 AM0451
 AM0451                          STATION RECOVERY (1962)
 AM0451
 AM0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AM0451'NOT RECOVERED.
 AM0451'
 AM0451'THE AREA WAS THOROUGHLY SEARCHED BY TWO MEN FOR TWO HOURS.
 AM0451'
 AM0451'NO SIGN OF THE CLUMPS OF SALT CEDARS OR THE WITNESS SIGN WAS
 AM0451'FOUND.
 AM0451'
 AM0451'IT IS BELIEVED THE STATION WAS DESTROYED OR COVERED BY THE
 AM0451'1961 HURRICANE.
 AM0451
 AM0451                          STATION RECOVERY (1964)
 AM0451
 AM0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EKM)
 AM0451'RECOVERED AS DESCRIBED.  STATION WAS NOT VISITED.  RECOVERY
 AM0451'AND USE WAS REPORTED BY F.G. AKERS, THE BRAZORIA COUNTY
 AM0451'SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0676 ***********************************************************************
 DP0676  DESIGNATION -  HOTEL LUBBOCK SILVER TANK
 DP0676  PID         -  DP0676
 DP0676  STATE/COUNTY-  TX/LUBBOCK
 DP0676  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0676
 DP0676                         *CURRENT SURVEY CONTROL
 DP0676  ___________________________________________________________________
 DP0676* NAD 83(1993)-  33 35 05.75487(N)    101 50 53.86018(W)     ADJUSTED  
 DP0676* NAVD 88     -                                                        
 DP0676  ___________________________________________________________________
 DP0676  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DP0676  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DP0676
 DP0676  HORZ ORDER  -  THIRD
 DP0676
 DP0676.The horizontal coordinates were established by classical geodetic methods
 DP0676.and adjusted by the National Geodetic Survey in February 1996..
 DP0676
 DP0676
 DP0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0676
 DP0676.The geoid height was determined by GEOID03.
 DP0676
 DP0676;                    North         East     Units Scale Factor Converg.
 DP0676;SPC TXNC     - 2,217,672.641   289,250.923   MT  0.99991582   -1 49 34.1
 DP0676;SPC TXNC     - 7,275,814.32    948,984.07   sFT  0.99991582   -1 49 34.1
 DP0676;UTM  14      - 3,719,772.122   235,651.180   MT  1.00046160   -1 34 35.4
 DP0676
 DP0676                          SUPERSEDED SURVEY CONTROL
 DP0676
 DP0676  NAD 83(1986)-  33 35 05.76277(N)    101 50 53.85138(W) AD(       ) 4
 DP0676  NAD 27      -  33 35 05.46100(N)    101 50 52.24400(W) AD(       ) 3
 DP0676
 DP0676.Superseded values are not recommended for survey control.
 DP0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0676.See file dsdata.txt to determine how the superseded data were derived.
 DP0676
 DP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC3565119772(NAD 83)
 DP0676_MARKER: 51 = TANK
 DP0676
 DP0676  HISTORY     - Date     Condition        Report By
 DP0676  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0676  HISTORY     - 1955     GOOD             CGS
 DP0676  HISTORY     - 20051023 GOOD             GEOCAC
 DP0676
 DP0676                          STATION DESCRIPTION
 DP0676
 DP0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 DP0676'A SMALL SILVER TANK ON THE NW CORNER OF THE TOP OF HOTEL
 DP0676'LUBBOCK.  HOTEL IS IN ABOUT THE CENTER OF THE DOWN SECTION
 DP0676'OF LUBBOCK.
 DP0676'
 DP0676'FROM THE BEST INFORMATION THAT I CAN GET AT THE HOTEL, THIS
 DP0676'IS THE SAME TANK THAT WAS THERE IN 1932.
 DP0676
 DP0676                          STATION RECOVERY (2005)
 DP0676
 DP0676'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DP0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9333 ***********************************************************************
 AB9333  DESIGNATION -  HOU G
 AB9333  PID         -  AB9333
 AB9333  STATE/COUNTY-  TX/HARRIS
 AB9333  USGS QUAD   -  PARK PLACE (1995)
 AB9333
 AB9333                         *CURRENT SURVEY CONTROL
 AB9333  ___________________________________________________________________
 AB9333* NAD 83(1993)-  29 39 03.14335(N)    095 17 10.42796(W)     ADJUSTED  
 AB9333* NAVD 88     -        12.8    (meters)      42.     (feet)  GPS OBS   
 AB9333  ___________________________________________________________________
 AB9333  X           -    -511,097.559 (meters)                     COMP
 AB9333  Y           -  -5,523,897.996 (meters)                     COMP
 AB9333  Z           -   3,136,792.240 (meters)                     COMP
 AB9333  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AB9333  ELLIP HEIGHT-         -14.35  (meters)          (07/24/01) GPS OBS
 AB9333  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AB9333
 AB9333  HORZ ORDER  -  THIRD
 AB9333  ELLP ORDER  -  FOURTH    CLASS II
 AB9333
 AB9333.This mark is at William P Hobby (HOU) Airport (HOU)
 AB9333
 AB9333.The horizontal coordinates were established by GPS observations
 AB9333.and adjusted by the National Geodetic Survey in December 1996..
 AB9333
 AB9333.The orthometric height was determined by GPS observations and a
 AB9333.high-resolution geoid model.
 AB9333
 AB9333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9333
 AB9333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9333
 AB9333.The ellipsoidal height was determined by GPS observations
 AB9333.and is referenced to NAD 83.
 AB9333
 AB9333.The geoid height was determined by GEOID03.
 AB9333
 AB9333;                    North         East     Units Scale Factor Converg.
 AB9333;SPC TXSC     - 4,207,140.275   959,471.316   MT  0.99987839   +1 49 09.9
 AB9333;SPC TXSC     -13,802,926.05  3,147,865.48   sFT  0.99987839   +1 49 09.9
 AB9333;UTM  15      - 3,282,285.276   278,700.476   MT  1.00020430   -1 07 53.4
 AB9333
 AB9333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9333!SPC TXSC     -   1.00000225  x   0.99987839  =   0.99988064
 AB9333!UTM  15      -   1.00000225  x   1.00020430  =   1.00020655
 AB9333
 AB9333                          SUPERSEDED SURVEY CONTROL
 AB9333
 AB9333  ELLIP H (12/19/96)  -14.25   (m)                       GP(       ) 4 2
 AB9333
 AB9333.Superseded values are not recommended for survey control.
 AB9333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9333.See file dsdata.txt to determine how the superseded data were derived.
 AB9333
 AB9333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7870082285(NAD 83)
 AB9333_MARKER: DD = SURVEY DISK
 AB9333_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB9333_STAMPING: HOU G 1978
 AB9333_MARK LOGO: NOS   
 AB9333_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB9333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9333+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1995
 AB9333
 AB9333  HISTORY     - Date     Condition        Report By
 AB9333  HISTORY     - 1978     MONUMENTED       NOS
 AB9333  HISTORY     - 19930615 GOOD             NGS
 AB9333  HISTORY     - 19950509 GOOD             NGS
 AB9333
 AB9333                          STATION DESCRIPTION
 AB9333
 AB9333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AB9333'THIS STATION IS LOCATED NEAR RUNWAY END 12R IN THE NW CORNER OF THE
 AB9333'AIRPORT.  IT IS 99.7 FT (30.4 M) SW OF THE WEST CORNER OF THE BLAST
 AB9333'PAD FOR 12R AND ON LINE WITH THE END OF THE BLAST PAD.  KEEPING ON
 AB9333'LINE WITH THE END OF THE BLAST PAD, IT IS 169.7 FT (51.7 M) NE OF THE
 AB9333'CENTERLINE OF THE SERVICE ROAD.  IT IS ON THE SW BANK OF A GRASSY
 AB9333'DITCH.  THE STATION IS AN NOS DISK STAMPED HOU G 1978 SET IN A
 AB9333'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AB9333
 AB9333                          STATION RECOVERY (1995)
 AB9333
 AB9333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB9333'THE STATION IS LOCATED ON THE WILLIAM P.  HOBBY AIRPORT IN THE
 AB9333'NORTHWEST CORNER OF THE AIRPORT NEAR RUNWAY END 12R.  THIS AIRPORT
 AB9333'REQUIRES SECURITY ESCORT.....  FOR ACCESS TO THE AIRFIELD, CONTACT MR.
 AB9333'GARY TAYLOR, OPERATIONS MANAGER, 7800 AIRPORT BOULEVARD, HOUSTON,
 AB9333'TEXAS 77061, PHONE 713-643-4597.  TO REACH THE STATION, ENTER THROUGH
 AB9333'THE GATE LOCATED 0.5 MI (0.8 KM) SOUTHWEST OF THE ADMINISTRATIVE
 AB9333'BUILDING.  PROCEED WEST THROUGH THE GATE FOR 0.1 MI (0.2 KM) TO
 AB9333'TAXIWAY K, TURN LEFT (SOUTH) ON TAXIWAY K AND PROCEED TO THE END OF
 AB9333'RUNWAY 35.  CROSS RUNWAY 35 ONTO TAXIWAY G AND FOLLOW TAXIWAY G
 AB9333'(NORTH) FOR 0.9 MI (1.4 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AB9333'A STANDARD NOS DISK STAMPED HOU G 1978 SET IN A CONCRETE POST FLUSH
 AB9333'WITH THE GROUND.  THE STATION IS 169.7 FT (51.7 M) NORTHEAST OF THE
 AB9333'CENTERLINE OF THE SERVICE ROAD, 99.7 FT (30.4 M) SOUTHWEST OF THE WEST
 AB9333'CORNER OF THE BLAST PAD FOR 12R AND ON LINE WITH THE END OF THE BLAST
 AB9333'PAD, 69.1 FT (21.1 M) SOUTH FROM THE CENTER OF ILS C CABLE FOUNDATION,
 AB9333'AND 58.0 FT (17.7 M) WEST FROM CENTER OF CONCRETE SQUARE.  STATION
 AB9333'DISK IS HEAVILY SCARRED, BUT STATION IS SOLID.  STATION IS MARKED BY 3
 AB9333'WOODEN POLES SURROUNDING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7087 ***********************************************************************
 AW7087  DESIGNATION -  HOU H
 AW7087  PID         -  AW7087
 AW7087  STATE/COUNTY-  TX/HARRIS
 AW7087  USGS QUAD   -  PARK PLACE (1995)
 AW7087
 AW7087                         *CURRENT SURVEY CONTROL
 AW7087  ___________________________________________________________________
 AW7087* NAD 83(1993)-  29 38 15.63806(N)    095 16 02.60502(W)     ADJUSTED  
 AW7087* NAVD 88     -        12.1    (meters)      40.     (feet)  GPS OBS   
 AW7087  ___________________________________________________________________
 AW7087  X           -    -509,347.551 (meters)                     COMP
 AW7087  Y           -  -5,524,785.538 (meters)                     COMP
 AW7087  Z           -   3,135,520.607 (meters)                     COMP
 AW7087  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW7087  ELLIP HEIGHT-         -15.09  (meters)          (07/24/01) GPS OBS
 AW7087  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW7087
 AW7087  HORZ ORDER  -  THIRD
 AW7087  ELLP ORDER  -  FOURTH    CLASS II
 AW7087
 AW7087.This mark is at William P Hobby (HOU) Airport (HOU)
 AW7087
 AW7087.The horizontal coordinates were established by GPS observations
 AW7087.and adjusted by the National Geodetic Survey in December 1996..
 AW7087
 AW7087.The orthometric height was determined by GPS observations and a
 AW7087.high-resolution geoid model.
 AW7087
 AW7087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7087
 AW7087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7087
 AW7087.The ellipsoidal height was determined by GPS observations
 AW7087.and is referenced to NAD 83.
 AW7087
 AW7087.The geoid height was determined by GEOID03.
 AW7087
 AW7087;                    North         East     Units Scale Factor Converg.
 AW7087;SPC TXSC     - 4,205,736.532   961,340.943   MT  0.99987715   +1 49 43.1
 AW7087;SPC TXSC     -13,798,320.61  3,153,999.41   sFT  0.99987715   +1 49 43.1
 AW7087;UTM  15      - 3,280,786.673   280,495.943   MT  1.00019453   -1 07 18.1
 AW7087
 AW7087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7087!SPC TXSC     -   1.00000237  x   0.99987715  =   0.99987952
 AW7087!UTM  15      -   1.00000237  x   1.00019453  =   1.00019690
 AW7087
 AW7087                          SUPERSEDED SURVEY CONTROL
 AW7087
 AW7087  ELLIP H (12/19/96)  -14.99   (m)                       GP(       ) 4 2
 AW7087  NAD 83(1993)-  29 38 15.63796(N)    095 16 02.60417(W) AD(       ) 2
 AW7087  ELLIP H (02/16/96)  -14.95   (m)                       GP(       ) 5 1
 AW7087  NAD 83(1986)-  29 38 15.65274(N)    095 16 02.58672(W) AD(       ) 2
 AW7087  NGVD 29 (03/16/93)   12.1    (m)           40.     (f) GPS OBS        
 AW7087
 AW7087.Superseded values are not recommended for survey control.
 AW7087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7087.See file dsdata.txt to determine how the superseded data were derived.
 AW7087
 AW7087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8049680787(NAD 83)
 AW7087_MARKER: DD = SURVEY DISK
 AW7087_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AW7087_SP_SET: CONCRETE POST
 AW7087_STAMPING: HOU H 1978
 AW7087_MARK LOGO: NOS   
 AW7087_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW7087+STABILITY: POSITION/ELEVATION WELL
 AW7087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7087+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1992
 AW7087
 AW7087  HISTORY     - Date     Condition        Report By
 AW7087  HISTORY     - 1978     MONUMENTED       NOS
 AW7087  HISTORY     - 19921021 GOOD
 AW7087  HISTORY     - 19930615 GOOD             NGS
 AW7087  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW7087
 AW7087                          STATION DESCRIPTION
 AW7087
 AW7087'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 AW7087'THE STATION IS LOCATED ON THE WILLIAM P. HOBBY AIRPORT IN THE SOUTHERN
 AW7087'PART OF THE AIRPORT NEAR RUNWAY END 30L.
 AW7087'TO REACH THE STATION PERMISSION MUST  BE OBTAINED TO GAIN ACCESS TO
 AW7087'THE CONTROLLED MOVEMENT AREAS OF THE AIRFIELD. AIRPORT OPERATIONS
 AW7087'713-643-4597, 7800 AIRPORT BLVD., HOUSTON, TEXAS, 77061.
 AW7087'THE STATION IS A STANDARD NOS DISK STAMPED---HOU H 1978--- SET IN A
 AW7087'CONCRETE POST WHICH IS FLUSH WITH THE GROUND. THE STATION IS 536.9 FT
 AW7087'(163.6 M) NORTHEAST OF THE CENTERLINE END OF RUNWAY END 30L, 24.8 FT
 AW7087'(7.6 M) SOUTH OF AN IRREGULAR PAVED SERVICE ROAD, 16.2 FT (4.9 M)
 AW7087'EAST OF THE EDGE OF THE TAXIWAY, AND 6.1 FT (1.9 M) EAST OF A TAXIWAY
 AW7087'LIGHT.
 AW7087
 AW7087                          STATION RECOVERY (1992)
 AW7087
 AW7087'RECOVERED 1992
 AW7087'RECOVERED IN GOOD CONDITION.
 AW7087
 AW7087                          STATION RECOVERY (1993)
 AW7087
 AW7087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW7087'THIS STATION IS LOCATED IN THE SOUTHERN PART OF THE AIRPORT NEAR
 AW7087'RUNWAY END 30L.  IT IS 16.2 FT (4.9 M) E OF THE EDGE OF A TAXIWAY, 6.1
 AW7087'FT (1.9 M) E OF A TAXIWAY LIGHT, 24.8 FT (7.6 M) S OF A IRREGULAR,
 AW7087'PAVED SERVICE ROAD, SOUTH OF THE CENTERLINE OF THIS ROAD AND 536.9 FT
 AW7087'(163.6 M) NE OF THE CENTERLINE END OF RUNWAY 30L.  IT IS AN NOS DISK
 AW7087'SET IN A CONCRETE POST WHICH IS FLUSH WITH THE GROUND. IT IS STAMPED
 AW7087'HOU H 1978.
 AW7087
 AW7087                          STATION RECOVERY (1995)
 AW7087
 AW7087'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW7087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9331 ***********************************************************************
 AB9331  DESIGNATION -  HOU J
 AB9331  PID         -  AB9331
 AB9331  STATE/COUNTY-  TX/HARRIS
 AB9331  USGS QUAD   -  PARK PLACE (1995)
 AB9331
 AB9331                         *CURRENT SURVEY CONTROL
 AB9331  ___________________________________________________________________
 AB9331* NAD 83(1993)-  29 39 19.91937(N)    095 16 13.36744(W)     ADJUSTED  
 AB9331* NAVD 88     -        10.9    (meters)      36.     (feet)  GPS OBS   
 AB9331  ___________________________________________________________________
 AB9331  X           -    -509,545.792 (meters)                     COMP
 AB9331  Y           -  -5,523,782.989 (meters)                     COMP
 AB9331  Z           -   3,137,240.161 (meters)                     COMP
 AB9331  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AB9331  ELLIP HEIGHT-         -16.32  (meters)          (07/24/01) GPS OBS
 AB9331  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AB9331
 AB9331  HORZ ORDER  -  FIRST
 AB9331  ELLP ORDER  -  FOURTH    CLASS II
 AB9331
 AB9331.This mark is at William P Hobby (HOU) Airport (HOU)
 AB9331
 AB9331.The horizontal coordinates were established by GPS observations
 AB9331.and adjusted by the National Geodetic Survey in December 1996..
 AB9331
 AB9331.The orthometric height was determined by GPS observations and a
 AB9331.high-resolution geoid model.
 AB9331
 AB9331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9331
 AB9331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9331
 AB9331.The ellipsoidal height was determined by GPS observations
 AB9331.and is referenced to NAD 83.
 AB9331
 AB9331.The geoid height was determined by GEOID03.
 AB9331
 AB9331;                    North         East     Units Scale Factor Converg.
 AB9331;SPC TXSC     - 4,207,705.318   960,988.531   MT  0.99987884   +1 49 37.9
 AB9331;SPC TXSC     -13,804,779.86  3,152,843.21   sFT  0.99987884   +1 49 37.9
 AB9331;UTM  15      - 3,282,771.618   280,245.264   MT  1.00019589   -1 07 25.7
 AB9331
 AB9331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9331!SPC TXSC     -   1.00000256  x   0.99987884  =   0.99988140
 AB9331!UTM  15      -   1.00000256  x   1.00019589  =   1.00019845
 AB9331
 AB9331                          SUPERSEDED SURVEY CONTROL
 AB9331
 AB9331  ELLIP H (12/19/96)  -16.22   (m)                       GP(       ) 4 2
 AB9331
 AB9331.Superseded values are not recommended for survey control.
 AB9331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9331.See file dsdata.txt to determine how the superseded data were derived.
 AB9331
 AB9331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8024582772(NAD 83)
 AB9331_MARKER: DD = SURVEY DISK
 AB9331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9331_STAMPING: HOU J 1990
 AB9331_MARK LOGO: NOS   
 AB9331_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9331+STABILITY: SURFACE MOTION
 AB9331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9331+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 AB9331
 AB9331  HISTORY     - Date     Condition        Report By
 AB9331  HISTORY     - 1990     MONUMENTED       NOS
 AB9331  HISTORY     - 19930615 GOOD             NGS
 AB9331  HISTORY     - 19950509 GOOD             NGS
 AB9331  HISTORY     - 20000621 MARK NOT FOUND   NGS
 AB9331
 AB9331                          STATION DESCRIPTION
 AB9331
 AB9331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AB9331'THE STATION IS LOCATED AT THE WILLIAM P HOBBY AIRPORT ON THE WEST SIDE
 AB9331'OF RUNWAY END 22 AND ON THE NORTH SIDE OF THE RUNUP RAMP FOR END 22.
 AB9331'THE STATION IS LOCATED 52.6 FT (16.0 M) NORTHEAST OF THE TAXIWAY LIGHT
 AB9331'AT THE WEST END OF THE RUNUP RAMP, 28.5 FT (8.7 M) SOUTHEAST OF THE CL
 AB9331'IF THE SERVICE ROAD NORTH OF THE RUNUP RAMP, 24.3 FT (7.4 M) WEST OF
 AB9331'THE 2ND TAXIWAY LIGHT EAST OF THE WEST CORNER OF THE RUNWAY RAMP, AND
 AB9331'14.2 FT (4.3 M) NORTH OF THE NORTH EDGE OF THE RUNUP RAMP. THE STATION
 AB9331'IS A STANDARD NOS DISK STAMPED HOU J 1990 AND SET IN THE TOP OF A
 AB9331'CONCRETE MONUMENT THAT IS SET FLUSH WITH THE SURFACE.
 AB9331
 AB9331                          STATION RECOVERY (1995)
 AB9331
 AB9331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB9331'THE STATION IS LOCATED AT THE WILLIAM P.  HOBBY AIRPORT ON THE WEST
 AB9331'SIDE OF RUNWAY END 22 AND ON THE NORTH SIDE OF THE RUNUP RAMP FOR END
 AB9331'22.  THIS AIRPORT REQUIRES SECURITY ESCORT.....  FOR ACCESS TO THE
 AB9331'AIRFIELD, CONTACT MR.  GARY TAYLOR, OPERATIONS MANAGER, 7800 AIRPORT
 AB9331'BOULEVARD, HOUSTON, TEXAS 77061, PHONE 713-643-4597.  TO REACH THE
 AB9331'STATION, ENTER THE GATE LOCATED 0.5 MI (0.8 KM) TO THE SOUTHWEST OF
 AB9331'THE ADMINISTRATIVE BUILDING.  PROCEED WEST THROUGH THE GATE FOR 0.1 MI
 AB9331'(0.2 KM) TO TAXIWAY K, TURN RIGHT (NORTH) ON TAXIWAY K AND PROCEED
 AB9331'0.45 MI (0.72 KM) CROSSING RUNWAYS 12R/30L AND 12L/30R AND THE RUNWAY
 AB9331'END OF 22 TO THE STATION LOCATED NORTH OF THE WARM UP PAD FOR RUNWAY
 AB9331'END 22.  THE STATION IS A STANDARD NOS DISK STAMPED HOU J 1990 SET IN
 AB9331'A CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS LOCATED 52.6 FT
 AB9331'(16.0 M) NORTHEAST OF THE TAXIWAY LIGHT AT THE WEST END OF THE RUNUP
 AB9331'RAMP, 28.5 FT (8.7 M) SOUTHEAST OF THE CENTERLINE OF THE SERVICE ROAD
 AB9331'NORTH OF THE RUNUP RAMP, 24.3 FT (7.4 M) WEST OF THE 2ND TAXIWAY LIGHT
 AB9331'EAST OF THE WEST CORNER OF THE RUNUP RAMP, AND 14.2 FT (4.3 M) NORTH
 AB9331'OF THE NORTH EDGE OF THE RUNUP RAMP.  STATION IS MARKED BY 3 WOODEN
 AB9331'POLES SURROUNDING STATION.  THIS STATION IS DESIGNATED AS A SECONDARY
 AB9331'AIRPORT CONTROL STATION SACS.
 AB9331
 AB9331                          STATION RECOVERY (2000)
 AB9331
 AB9331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB9331'A CONCRETE DRIVE HAS BEEN POURED OVER THE DESCRIBED LOCATION OF THE
 AB9331'MARK.  THE MARK IS ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9332 ***********************************************************************
 AB9332  SACS        -  This is a Secondary Airport Control Station.
 AB9332  DESIGNATION -  HOU K
 AB9332  PID         -  AB9332
 AB9332  STATE/COUNTY-  TX/HARRIS
 AB9332  USGS QUAD   -  PARK PLACE (1995)
 AB9332
 AB9332                         *CURRENT SURVEY CONTROL
 AB9332  ___________________________________________________________________
 AB9332* NAD 83(1993)-  29 38 09.50569(N)    095 17 09.81651(W)     ADJUSTED  
 AB9332* NAVD 88     -        12.90   (meters)      42.3    (feet)  GPS OBS   
 AB9332  ___________________________________________________________________
 AB9332  X           -    -511,156.444 (meters)                     COMP
 AB9332  Y           -  -5,524,712.940 (meters)                     COMP
 AB9332  Z           -   3,135,356.885 (meters)                     COMP
 AB9332  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AB9332  ELLIP HEIGHT-         -14.29  (meters)          (07/24/01) GPS OBS
 AB9332  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AB9332
 AB9332  HORZ ORDER  -  FIRST
 AB9332  ELLP ORDER  -  FOURTH    CLASS II
 AB9332
 AB9332.This mark is at William P Hobby (HOU) Airport (HOU)
 AB9332
 AB9332.The horizontal coordinates were established by GPS observations
 AB9332.and adjusted by the National Geodetic Survey in December 1996..
 AB9332
 AB9332.The orthometric height was determined by GPS observations and a
 AB9332.high-resolution geoid model.
 AB9332
 AB9332.GPS derived orthometric heights for airport stations designated as
 AB9332.PACS or SACS are published to 2 decimal places.  This maintains
 AB9332.centimeter relative accuracy between the PACS and SACS.  It does
 AB9332.not indicate centimeter accuracy relative to other marks which are
 AB9332.part of the NAVD 88 network.
 AB9332
 AB9332.Photographs are available for this station.
 AB9332
 AB9332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9332
 AB9332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9332
 AB9332.The ellipsoidal height was determined by GPS observations
 AB9332.and is referenced to NAD 83.
 AB9332
 AB9332.The geoid height was determined by GEOID03.
 AB9332
 AB9332;                    North         East     Units Scale Factor Converg.
 AB9332;SPC TXSC     - 4,205,490.292   959,540.183   MT  0.99987700   +1 49 10.2
 AB9332;SPC TXSC     -13,797,512.73  3,148,091.42   sFT  0.99987700   +1 49 10.2
 AB9332;UTM  15      - 3,280,633.396   278,684.312   MT  1.00020439   -1 07 51.2
 AB9332
 AB9332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9332!SPC TXSC     -   1.00000224  x   0.99987700  =   0.99987924
 AB9332!UTM  15      -   1.00000224  x   1.00020439  =   1.00020663
 AB9332
 AB9332                          SUPERSEDED SURVEY CONTROL
 AB9332
 AB9332  ELLIP H (12/19/96)  -14.19   (m)                       GP(       ) 4 2
 AB9332
 AB9332.Superseded values are not recommended for survey control.
 AB9332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9332.See file dsdata.txt to determine how the superseded data were derived.
 AB9332
 AB9332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7868480633(NAD 83)
 AB9332_MARKER: DD = SURVEY DISK
 AB9332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9332_STAMPING: HOU K 1990
 AB9332_MARK LOGO: NOS   
 AB9332_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9332+STABILITY: SURFACE MOTION
 AB9332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9332+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 AB9332
 AB9332  HISTORY     - Date     Condition        Report By
 AB9332  HISTORY     - 1990     MONUMENTED       NOS
 AB9332  HISTORY     - 19930615 GOOD             NGS
 AB9332  HISTORY     - 19950509 GOOD             NGS
 AB9332  HISTORY     - 20000606 GOOD             NGS
 AB9332
 AB9332                          STATION DESCRIPTION
 AB9332
 AB9332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AB9332'THE STATION IS LOCATED AT THE WILLIAM P HOBBY AIRPORT ON THE WEST SIDE
 AB9332'OF THE RUNUP RAMP FOR RUNWAY END 35.  THE STATION IS LOCATED 29.3 FT
 AB9332'(8.9 M) SOUTH OF A TAXIWAY LIGHT AT THE NORTHERN CORNER OF THE RUNUP
 AB9332'RAMP, 21.8 FT (6.6 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNUP
 AB9332'RAMP, AND 73.8 FT (22.5 M) NORTHWEST OF THE 2ND TAXIWAY LIGHT SOUTH OF
 AB9332'THE NORTH CORNER OF THE RUNUP RAMP.  THE STATION IS A STANDARD NOS
 AB9332'DISK STAMPED HOU K 1990 AND SET IN THE TOP OF A CONCRETE MONUMENT THAT
 AB9332'IS FLUSH WITH THE SURFACE.
 AB9332
 AB9332                          STATION RECOVERY (1995)
 AB9332
 AB9332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB9332'THE STATION IS LOCATED AT THE WILLIAM P.  HOBBY AIRPORT ON THE WEST
 AB9332'SIDE OF THE RUNUP RAMP FOR RUNWAY END 35.  THIS AIRPORT REQUIRES
 AB9332'SECURITY ESCORT.....  FOR ACCESS TO THE AIRFIELD, CONTACT MR.  GARY
 AB9332'TAYLOR, OPERATIONS MANAGER, 7800 AIRPORT BOULEVARD, HOUSTON, TEXAS
 AB9332'77061, PHONE 713-643-4597.  TO REACH THE STATION, ENTER THE GATE
 AB9332'LOCATED 0.5 MI (0.8 KM) TO THE SOUTHWEST OF THE ADMINISTRATIVE
 AB9332'BUILDING.  PROCEED WEST THROUGH THE GATE FOR 0.1 MI (0.2 KM) TO
 AB9332'TAXIWAY K, TURN LEFT (SOUTH) ON TO TAXIWAY K AND PROCEED 0.1 MI (0.2
 AB9332'KM) CROSSING RUNWAY END 35 AND CONTINUE WEST ONTO TAXIWAY G FOR 0.1 MI
 AB9332'(0.2 KM) TO THE STATION LOCATED SOUTHWEST OF AIRCRAFT WARM UP PAD.
 AB9332'THE STATION IS A STANDARD NOS DISK STAMPED HOU K 1990 AND 0.1 FT (3.0
 AB9332'CM) BELOW THE GROUND.  THE STATION IS LOCATED 73.8 FT (22.5 M)
 AB9332'NORTHWEST OF THE 2ND TAXIWAY LIGHT SOUTH OF THE NORTH CORNER OF THE
 AB9332'RUNUP RAMP, 29.3 FT (8.9 M) SOUTH OF A TAXIWAY LIGHT AT THE NORTHERN
 AB9332'CORNER OF THE RUNUP RAMP, AND 21.8 FT (6.6 M) SOUTHWEST OF THE
 AB9332'SOUTHWEST EDGE OF THE RUNUP RAMP.  STATION IS MARKED BY THREE WOODEN
 AB9332'POLES SURROUNDING STATION.  THIS STATION IS DESIGNATED AS A SECONDARY
 AB9332'AIRPORT CONTROL STATION SACS.
 AB9332
 AB9332                          STATION RECOVERY (2000)
 AB9332
 AB9332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB9332'THE STATION IS LOCATED NEAR A RUN UP AREA ON THE WEST SIDE OF RUNWAY
 AB9332'END 35 AT THE WILLIAM P HOBBY AIRPORT.  OWNERSHIP--WILLIAM P HOBBY
 AB9332'AIRPORT, MARGARET LONERO AIRPORT MANAGER, 7800 AIRPORT BLVD, HOUSTON,
 AB9332'TX 77061.  THE PHONE NUMBER IS 713 845-6602.
 AB9332'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 45
 AB9332'AND AIRPORT BLVD (EXIT 36) IN SOUTHEAST HOUSTON, GO WESTERLY FOR 0.75
 AB9332'MI (1.21 KM) ON AIRPORT BLVD TO THE INTERSECTION OF MONROE ROAD, TURN
 AB9332'LEFT AND GO SOUTH FOR 1.6 MI (2.6 KM) ON MONROE ROAD TO A PAVED ROAD
 AB9332'RIGHT, TURN RIGHT AND GO WEST FOR 0.1 MI (0.2 KM) ON BRANIF ROAD TO A
 AB9332'T INTERSECTION, TURN RIGHT AND GO WESTERLY FOR 0.65 MI (1.05 KM) ON
 AB9332'BRANIF ROAD AND CUB LANE TO THE INTERSECTION OF RANDOLPH STREET, TURN
 AB9332'RIGHT AND GO NORTH THEN WEST FOR 0.15 MI (0.24 KM) ON RANDOLPH STREET
 AB9332'TO THE INTERSECTION OF PAUL B KOONCE STREET, CONTINUE WEST ON RANDOLPH
 AB9332'STREET FOR 0.25 MI (0.40 KM) PASSING THRU GATE NUMBER S 03 TO GATE
 AB9332'NUMBER S 02, PASS THRU THE GATE AND GO WESTERLY FOR 0.4 MI (0.6 KM) ON
 AB9332'A PERIMETER ROAD TO THE STATION ON THE RIGHT JUST AFTER PASSING THRU
 AB9332'THE APPROACH OF RUNWAY END 35.
 AB9332'THE STATION IS LOCATED 73.8 FT (22.5 M) NORTHWEST OF THE SECOND
 AB9332'TAXIWAY LIGHT SOUTH OF THE NORTH CORNER OF A RUN UP RAMP, 29.3 FT (8.9
 AB9332'M) SOUTH OF A TAXIWAY LIGHT AT THE NORTHERN CORNER OF THE RUN UP RAMP,
 AB9332'21.8 FT (6.6 M) SOUTHWEST OF THE WEST EDGE OF THE RUN UP RAMP, AND THE
 AB9332'MONUMENT IS RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND
 AB9332'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7088 ***********************************************************************
 AW7088  DESIGNATION -  HOU L
 AW7088  PID         -  AW7088
 AW7088  STATE/COUNTY-  TX/HARRIS
 AW7088  USGS QUAD   -  PARK PLACE (1995)
 AW7088
 AW7088                         *CURRENT SURVEY CONTROL
 AW7088  ___________________________________________________________________
 AW7088* NAD 83(1993)-  29 39 19.54126(N)    095 16 08.98398(W)     ADJUSTED  
 AW7088* NAVD 88     -        10.8    (meters)      35.     (feet)  VERTCON   
 AW7088  ___________________________________________________________________
 AW7088  X           -    -509,428.932 (meters)                     COMP
 AW7088  Y           -  -5,523,799.553 (meters)                     COMP
 AW7088  Z           -   3,137,230.044 (meters)                     COMP
 AW7088  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW7088  ELLIP HEIGHT-         -16.32  (meters)          (02/16/96) GPS OBS
 AW7088  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW7088
 AW7088  HORZ ORDER  -  SECOND
 AW7088  ELLP ORDER  -  FIFTH     CLASS I
 AW7088
 AW7088.This mark is at William P Hobby (HOU) Airport (HOU)
 AW7088
 AW7088.The horizontal coordinates were established by GPS observations
 AW7088.and adjusted by the National Geodetic Survey in February 1996..
 AW7088
 AW7088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7088
 AW7088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7088
 AW7088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7088
 AW7088.The ellipsoidal height was determined by GPS observations
 AW7088.and is referenced to NAD 83.
 AW7088
 AW7088.The geoid height was determined by GEOID03.
 AW7088
 AW7088;                    North         East     Units Scale Factor Converg.
 AW7088;SPC TXSC     - 4,207,697.442   961,106.716   MT  0.99987883   +1 49 40.0
 AW7088;SPC TXSC     -13,804,754.02  3,153,230.95   sFT  0.99987883   +1 49 40.0
 AW7088;UTM  15      - 3,282,757.664   280,362.924   MT  1.00019525   -1 07 23.5
 AW7088
 AW7088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7088!SPC TXSC     -   1.00000256  x   0.99987883  =   0.99988139
 AW7088!UTM  15      -   1.00000256  x   1.00019525  =   1.00019781
 AW7088
 AW7088                          SUPERSEDED SURVEY CONTROL
 AW7088
 AW7088  NAD 83(1986)-  29 39 19.55603(N)    095 16 08.96647(W) AD(       ) 2
 AW7088  NGVD 29 (03/16/93)   10.8    (m)           35.     (f) GPS OBS        
 AW7088
 AW7088.Superseded values are not recommended for survey control.
 AW7088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7088.See file dsdata.txt to determine how the superseded data were derived.
 AW7088
 AW7088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8036382758(NAD 83)
 AW7088_MARKER: A = ALUMINUM MARKER
 AW7088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW7088_SP_SET: METAL PIPE IN CONCRETE
 AW7088_STAMPING: HOU L 1992
 AW7088_MARK LOGO: NOS   
 AW7088_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW7088+STABILITY: POSITION/ELEVATION WELL
 AW7088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7088+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AW7088
 AW7088  HISTORY     - Date     Condition        Report By
 AW7088  HISTORY     - 1992     MONUMENTED       NOS
 AW7088  HISTORY     - 19930615 GOOD             NGS
 AW7088
 AW7088                          STATION DESCRIPTION
 AW7088
 AW7088'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 AW7088'THE STATION IS LOCATED ON THE WILLIAM P. HOBBY AIRPORT IN THE NORTHERN
 AW7088'PART OF THE AIRPORT NEAR RUNWAY END 22.
 AW7088'TO REACH THE STATION PERMISSION MUST  BE OBTAINED TO GAIN ACCESS TO
 AW7088'THE CONTROLLED MOVEMENT AREAS OF THE AIRFIELD. AIRPORT OPERATIONS
 AW7088'713-643-4597, 7800 AIRPORT BLVD., HOUSTON, TEXAS, 77061.
 AW7088'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED---HOU L 1992---
 AW7088'ATTACHED TO A 42 INCH ALUMINUM ROD DRIVEN INTO THE GROUND AND
 AW7088'SURROUNDED BY A MASS OF CONCRETE WHICH IS 1 CM BELOW THE GROUND. THE
 AW7088'STATION IS 75. 8 FT (2.4 M) NORTH-NORTHEAST OF TAXIWAY LIGHT A-23,
 AW7088'55.1 FT (16.8 M) NORTHEAST OF A DISTINCT CORNER AND SEAN LINE IN
 AW7088'TAXIWAY/ RAMP ALPHA, AND 43.4 FT (13.2 M) NORTHEAST OF TAXIWAY LIGHT
 AW7088'A-24.
 AW7088
 AW7088                          STATION RECOVERY (1993)
 AW7088
 AW7088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW7088'THE STATION IS LOCATED ON THE WILLIAM P HOBBY AIRPORT JUST NORTH OF
 AW7088'RUNWAY END 22.  THE STATION IS A STANDARD ALUMINUM DISK ATTACHED TO A
 AW7088'42 INCH ALUMINUM ROD WHICH HAS BEEN DRIVEN INTO THE GROUND AND
 AW7088'SURROUNDED BY A MASS OF CONCRETE.  THE DISK IS 0.2 FT (6.1 CM) BELOW
 AW7088'THE GROUND AND STAMPED HOU L 1992.  THE STATION IS 75.8 FT (23.1 M)
 AW7088'NORTH NORTHEAST OF TAXIWAY LIGHT A-23, 55.1 FT (16.8 M) NORTHEAST OF A
 AW7088'DISTINCT CORNER AND SEMILINE IN TAXIWAY RAMP ALPHA, AND 43.4 FT (13.2
 AW7088'M) NORTHEAST OF TAXIWAY LIGHT A-24.  THE STATION WAS FOUND TO BE 0.2
 AW7088'FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3201 ***********************************************************************
 AB3201  PACS        -  This is a Primary Airport Control Station.
 AB3201  DESIGNATION -  HOU N
 AB3201  PID         -  AB3201
 AB3201  STATE/COUNTY-  TX/HARRIS
 AB3201  USGS QUAD   -  PARK PLACE (1995)
 AB3201
 AB3201                         *CURRENT SURVEY CONTROL
 AB3201  ___________________________________________________________________
 AB3201* NAD 83(1993)-  29 38 43.00001(N)    095 16 38.54447(W)     ADJUSTED  
 AB3201* NAVD 88     -        11.45   (meters)      37.6    (feet)  GPS OBS   
 AB3201  ___________________________________________________________________
 AB3201  X           -    -510,271.802 (meters)                     COMP
 AB3201  Y           -  -5,524,281.238 (meters)                     COMP
 AB3201  Z           -   3,136,252.526 (meters)                     COMP
 AB3201  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AB3201  ELLIP HEIGHT-         -15.74  (meters)          (10/24/00) GPS OBS
 AB3201  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AB3201
 AB3201  HORZ ORDER  -  B
 AB3201  ELLP ORDER  -  FOURTH    CLASS II
 AB3201
 AB3201.This mark is at William P Hobby (HOU) Airport (HOU)
 AB3201
 AB3201.The horizontal coordinates were established by GPS observations
 AB3201.and adjusted by the National Geodetic Survey in February 1996..
 AB3201
 AB3201.The orthometric height was determined by GPS observations and a
 AB3201.high-resolution geoid model.
 AB3201
 AB3201.GPS derived orthometric heights for airport stations designated as
 AB3201.PACS or SACS are published to 2 decimal places.  This maintains
 AB3201.centimeter relative accuracy between the PACS and SACS.  It does
 AB3201.not indicate centimeter accuracy relative to other marks which are
 AB3201.part of the NAVD 88 network.
 AB3201
 AB3201.Photographs are available for this station.
 AB3201
 AB3201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3201
 AB3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3201
 AB3201.The ellipsoidal height was determined by GPS observations
 AB3201.and is referenced to NAD 83.
 AB3201
 AB3201.The geoid height was determined by GEOID03.
 AB3201
 AB3201;                    North         East     Units Scale Factor Converg.
 AB3201;SPC TXSC     - 4,206,547.692   960,348.024   MT  0.99987786   +1 49 25.5
 AB3201;SPC TXSC     -13,800,981.89  3,150,741.81   sFT  0.99987786   +1 49 25.5
 AB3201;UTM  15      - 3,281,648.141   279,545.790   MT  1.00019969   -1 07 36.9
 AB3201
 AB3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3201!SPC TXSC     -   1.00000247  x   0.99987786  =   0.99988033
 AB3201!UTM  15      -   1.00000247  x   1.00019969  =   1.00020216
 AB3201
 AB3201                          SUPERSEDED SURVEY CONTROL
 AB3201
 AB3201  ELLIP H (02/20/96)  -15.64   (m)                       GP(       ) 3 2
 AB3201
 AB3201.Superseded values are not recommended for survey control.
 AB3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3201.See file dsdata.txt to determine how the superseded data were derived.
 AB3201
 AB3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7954681648(NAD 83)
 AB3201_MARKER: I = METAL ROD
 AB3201_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB3201_STAMPING: HOU N 1994
 AB3201_MARK LOGO: NGS   
 AB3201_PROJECTION: RECESSED 3 CENTIMETERS
 AB3201_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3201+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 AB3201_ROD/PIPE-DEPTH: 5.50 meters
 AB3201_SLEEVE-DEPTH  : 1.0 meters
 AB3201
 AB3201  HISTORY     - Date     Condition        Report By
 AB3201  HISTORY     - 1994     MONUMENTED       NGS
 AB3201  HISTORY     - 19970404 GOOD             NGS
 AB3201  HISTORY     - 20000606 GOOD             NGS
 AB3201  HISTORY     - 20050620 GOOD             NASA
 AB3201
 AB3201                          STATION DESCRIPTION
 AB3201
 AB3201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AB3201'THE STATION IS LOCATED AT THE WILLIAM P.  HOBBY AIRPORT IN THE
 AB3201'APPROXIMATE GEOMETRIC CENTER OF THE AIRPORT SOUTH SOUTHWEST OF TAXIWAY
 AB3201'M AND NORTH NORTHWEST OF TAXIWAY K.  THIS AIRPORT REQUIRES SECURITY
 AB3201'ESCORT.....  FOR ACCESS TO THE AIRFIELD, CONTACT MR.  GARY TAYLOR,
 AB3201'OPERATIONS MANAGER, 7800 AIRPORT BOULEVARD, HOUSTON, TEXAS 77061,
 AB3201'PHONE 713-643-4597.  TO REACH THE STATION, ENTER THROUGH THE GATE
 AB3201'LOCATED 0.5 MI (0.8 KM) SOUTHWEST OF THE ADMINISTRATIVE BUILDING.
 AB3201'PROCEED WEST FOR 0.1 MI (0.2 KM) TO TAXIWAY K, TURN RIGHT (NORTH) ON
 AB3201'TAXIWAY K AND PROCEED 0.35 MI (0.56 KM) (CROSSING RUNWAY 12R/30L) TO
 AB3201'THE STATION LOCATED TO THE LEFT (NORTHWEST) IN THE AIRPORT MID-FIELD.
 AB3201'THE STATION IS LOCATED 147.1 FT (44.8 M) EAST OF RUNWAY DISTANCE
 AB3201'MARKER 3, 128.8 FT (39.3 M) SOUTH OF THE SOUTHEAST CORNER OF RUNWAY
 AB3201'MARKER 4/22, 64.5 FT (19.7 M) NORTH OF THE CENTER OF A ELECTRIC
 AB3201'MANHOLE COVER, 16.6 FT (5.1 M) NORTH OF THE CENTER OF A STORM DRAIN,
 AB3201'AND 2 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST. THIS IS A PAC
 AB3201'STATION.
 AB3201
 AB3201                          STATION RECOVERY (1997)
 AB3201
 AB3201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AB3201'RECOVERED AS PREVIOUSLY DESCRIBED.
 AB3201
 AB3201                          STATION RECOVERY (2000)
 AB3201
 AB3201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB3201'THE STATION IS LOCATED MIDFIELD AT THE WILLIAM P HOBBY AIRPORT.
 AB3201'OWNERSHIP--WILLIAM P HOBBY AIRPORT, MARGARET LONERO AIRPORT MANAGER,
 AB3201'7800 AIRPORT BLVD, HOUSTON, TX 77061.  THE PHONE NUMBER IS 713
 AB3201'845-6602.
 AB3201'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 45
 AB3201'AND AIRPORT BLVD (EXIT 36) IN SOUTHEAST HOUSTON, GO WESTERLY FOR 0.75
 AB3201'MI (1.21 KM) ON AIRPORT BLVD TO THE INTERSECTION OF MONROE ROAD, TURN
 AB3201'LEFT AND GO SOUTH FOR 1.6 MI (2.6 KM) ON MONROE ROAD TO A PAVED ROAD
 AB3201'RIGHT, TURN RIGHT AND GO WEST FOR 0.1 MI (0.2 KM) ON BRANIF ROAD TO A
 AB3201'T INTERSECTION, TURN RIGHT AND GO WESTERLY FOR 0.65 MI (1.05 KM) ON
 AB3201'BRANIF ROAD AND CUB LANE TO THE INTERSECTION OF RANDOLPH STREET, TURN
 AB3201'RIGHT AND GO NORTH FOR 0.1 MI (0.2 KM) ON RANDOLPH STREET TO GATE
 AB3201'NUMBER S 17, PASS THROUGH THE GATE AND GO NORTH THEN NORTHWEST FOR 0.5
 AB3201'MI (0.8 KM) ON TAXIWAY J TO THE INTERSECTION OF TAXIWAY K, TURN RIGHT
 AB3201'AND GO NORTHEAST FOR 0.1 MI (0.2 KM) ON TAXIWAY K CROSSING RUNWAY
 AB3201'12R-30L TO THE STATION ON THE LEFT IN A GRASS STRIP FORMED BY TAXIWAYS
 AB3201'K AND M AND RUNWAYS 12R-30L AND 4-22.
 AB3201'THE STATION IS LOCATED 141.7 FT (43.2 M) EAST OF RUNWAY DISTANCE
 AB3201'MARKER 3, 128.8 FT (39.3 M) SOUTH OF THE SOUTHEAST CORNER OF RUNWAY
 AB3201'MARKER 4-22, 64.5 FT (19.7 M) NORTH OF THE CENTER OF A UTILITY MANHOLE
 AB3201'COVER, 16.6 FT (5.1 M) NORTH OF THE CENTER OF A STORM DRAIN, 2.0 FT
 AB3201'(0.6 M) SOUTHEAST OF CARSONITE WITNESS POST, AND THE MONUMENT IS FLUSH
 AB3201'WITH THE GROUND SURFACE.
 AB3201
 AB3201                          STATION RECOVERY (2005)
 AB3201
 AB3201'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AB3201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0929 ***********************************************************************
 FM0929  DESIGNATION -  HOUGHTON
 FM0929  PID         -  FM0929
 FM0929  STATE/COUNTY-  TX/HARTLEY
 FM0929  USGS QUAD   -  PEDAROSA CAMP (1971)
 FM0929
 FM0929                         *CURRENT SURVEY CONTROL
 FM0929  ___________________________________________________________________
 FM0929* NAD 83(1993)-  35 40 25.12812(N)    102 42 41.83931(W)     ADJUSTED  
 FM0929* NAVD 88     -      1206.62   (+/-2cm)    3958.7    (feet)  VERTCON   
 FM0929  ___________________________________________________________________
 FM0929  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 FM0929  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 FM0929
 FM0929  HORZ ORDER  -  FIRST
 FM0929  VERT ORDER  -  THIRD ? (See Below)
 FM0929
 FM0929.The horizontal coordinates were established by classical geodetic methods
 FM0929.and adjusted by the National Geodetic Survey in February 1996..
 FM0929
 FM0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0929.The vertical order pertains to the NGVD 29 superseded value.
 FM0929
 FM0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0929
 FM0929.The geoid height was determined by GEOID03.
 FM0929
 FM0929;                    North         East     Units Scale Factor Converg.
 FM0929;SPC TX N     - 1,186,341.935    90,318.796   MT  0.99992080   -0 42 07.8
 FM0929;SPC TX N     - 3,892,190.17    296,320.92   sFT  0.99992080   -0 42 07.8
 FM0929;UTM  13      - 3,950,164.798   707,110.238   MT  1.00012861   +1 20 05.9
 FM0929
 FM0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0929!SPC TX N     -   0.99981450  x   0.99992080  =   0.99973531
 FM0929!UTM  13      -   0.99981450  x   1.00012861  =   0.99994308
 FM0929
 FM0929:                Primary Azimuth Mark                     Grid Az
 FM0929:SPC TX N     -  HOUGHTON AZ MK                           009 35 20.4
 FM0929:UTM  13      -  HOUGHTON AZ MK                           007 33 06.7
 FM0929
 FM0929|---------------------------------------------------------------------|
 FM0929| PID    Reference Object                     Distance      Geod. Az  |
 FM0929|                                                           dddmmss.s |
 FM0929| CJ7508 HOUGHTON AZ MK                                     0085312.6 |
 FM0929| FM0918 AIRWAY BEACON 91                    APPROX.51.1 KM 1734611.4 |
 FM0929| FM0954 LOS ANGELES AMARILLO AWY BN 88      APPROX.67.6 KM 2190419.9 |
 FM0929| CJ7510 HOUGHTON RM 2                        41.154 METERS 29523     |
 FM0929| FM0931 TAYLOR                              APPROX.17.4 KM 3454842.1 |
 FM0929| CJ7509 HOUGHTON RM 1                        29.319 METERS 35835     |
 FM0929|---------------------------------------------------------------------|
 FM0929
 FM0929                          SUPERSEDED SURVEY CONTROL
 FM0929
 FM0929  NAD 83(1993)-  35 40 25.12797(N)    102 42 41.83581(W) AD(       ) 1
 FM0929  NAD 83(1993)-  35 40 25.13670(N)    102 42 41.82997(W) AD(       ) 1
 FM0929  NAD 83(1986)-  35 40 25.13626(N)    102 42 41.83078(W) AD(       ) 1
 FM0929  NAD 27      -  35 40 24.97600(N)    102 42 40.08500(W) AD(       ) 1
 FM0929  NGVD 29 (07/19/86) 1206.10   (m)         3957.0    (f) LEVELING    3  
 FM0929
 FM0929.Superseded values are not recommended for survey control.
 FM0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0929.See file dsdata.txt to determine how the superseded data were derived.
 FM0929
 FM0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV0711050165(NAD 83)
 FM0929_MARKER: DS = TRIANGULATION STATION DISK
 FM0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0929
 FM0929  HISTORY     - Date     Condition        Report By
 FM0929  HISTORY     - 1934     MONUMENTED       CGS
 FM0929  HISTORY     - 1968     GOOD             USAF
 FM0929
 FM0929                          STATION DESCRIPTION
 FM0929
 FM0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FM0929'STATION IS ABOUT 23 MILES W OF CHANNING ON THE HIGHEST POINT
 FM0929'FOR SEVERAL MILES OVERLOOKING THE CANADIAN RIVER VALLEY TO THE S,
 FM0929'1.3 MILES AND 226 DEGREES MAGNETIC FROM A LONE WINDMILL, 1-1/2
 FM0929'MILES AND N 61 DEG W FROM ANOTHER LONE WINDMILL, 3
 FM0929'MILES AND S 60 DEG E FROM THE J.J. RANCH BUILDINGS
 FM0929'IN A LARGE GROVE OF TREES, 2.2 MILES W OF THE GRADED
 FM0929'CHANNING-ROMERO HIGHWAY, IN SEGMENT 210, C.R. BLOCK 22.  THE MARK
 FM0929'PROJECTS 2 INCHES.  THE STATION HILL SLOPES UP GRADUALLY
 FM0929'FROM THE NE AND THE N DROPS OFF SHARPLY IN BLUFFS 59 FEET TO
 FM0929'THE S OF THE STATION, ALSO TO THE W.  THE HILL HAS WHITE ROCKS ON
 FM0929'THE S RIM.
 FM0929'
 FM0929'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 FM0929'BRONZE DISKS SET IN CONCRETE.
 FM0929'
 FM0929'REFERENCE MARK NO. 1 IS N OF THE STATION AND PROJECTS 8 INCHES.
 FM0929'
 FM0929'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND PROJECTS 6 INCHES.
 FM0929'
 FM0929'AZIMUTH MARK IS NNE OF THE STATION, 139.5 FEET SW OF THE CENTER
 FM0929'LINE OF A TRACK ROAD, 3.0 MILES BY ROAD, SE OF THE J.J. RANCH
 FM0929'BUILDINGS AND PROJECTS 10 INCHES.
 FM0929'
 FM0929'STATION IS REACHED FROM MIDDLE WATER SIDING, WHICH IS 20.5 MILES
 FM0929'SW OF THE POST OFFICE IN DALHART, BY GOING SW ON U.S. HIGHWAY
 FM0929'54 FOR 9.1 MILES TO THE SHORT-CUT HIGHWAY TO CHANNING.  LEAVE
 FM0929'HIGHWAY 54, GO S AND E ON THIS HIGHWAY FOR 10.0 MILES TO A WIRE
 FM0929'GATE WITH LARGE GATE POSTS ON BOTH SIDES OF THE ROAD.  LEAVE THE
 FM0929'GRADED ROAD, TURN RIGHT AND GO SSE 1.5 MILES ON A TRACK ROAD TO
 FM0929'THE J.J. RANCH BUILDINGS.  PASS TO THE LEFT OF THE BUILDINGS
 FM0929'AND THROUGH A WIRE GATE, THEN CONTINUE STRAIGHT AHEAD ON THE
 FM0929'RIGHT FORK, GO 0.5 MILE SE TO ANOTHER GATE.  PASS THROUGH
 FM0929'GATE, TAKE THE LEFT FORK AND GO IN A SOUTHEASTERLY DIRECTION
 FM0929'FOR 2.5 MILES ON A WELL TRAVELED TRACK ROAD TO THE AZIMUTH
 FM0929'MARK ON THE RIGHT SIDE OF THE ROAD.  THE STATION HILL IS THE
 FM0929'HIGHEST POINT ALONG THE RIM WHICH DROPS OFF SHARP TO THE S,
 FM0929'VISIBLE TO THE S FROM HERE.  LEAVE THE TRACK ROAD HERE AND
 FM0929'DRIVE SSW ACROSS COUNTRY 0.8 MILE TO THE HIGHEST POINT AND THE
 FM0929'STATION.
 FM0929'
 FM0929'ALL OBJECTS ARE VISIBLE FROM THE GROUND.
 FM0929
 FM0929                          STATION RECOVERY (1968)
 FM0929
 FM0929'RECOVERY NOTE BY US AIR FORCE 1968 (PED)
 FM0929'NEW DESCRIPTION TO REACH--
 FM0929'
 FM0929'FROM THE MIDDLE WATER SIDING WHICH IS 20.5 MILES SOUTHWEST OF THE
 FM0929'POST OFFICE IN DALHART, TEXAS, GO SOUTHWEST ON U.S. HIGHWAY 54
 FM0929'FOR 11.4 MILES TO THE JUNCTION OF FARM ROAD 767, TURN LEFT, EAST
 FM0929'AND SOUTHEAST, AND PROCEED 12.7 MILES TO THE TOP OF A RIDGE.
 FM0929'TO THE LEFT (NORTH) WILL BE TWO BLUFFS OF APPROXIMATELY EQUAL
 FM0929'ELEVATION.  THE STATION WILL BE 59 FEET NORTH OF THE SOUTH EDGE
 FM0929'OF THE MORE EASTERLY OF THE TWO BLUFFS.
 FM0929'
 FM0929'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FM0929'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 FM0929'FOR BUT WAS NOT FOUND AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0278 ***********************************************************************
 BZ0278  DESIGNATION -  HOUSE
 BZ0278  PID         -  BZ0278
 BZ0278  STATE/COUNTY-  TX/NAVARRO
 BZ0278  USGS QUAD   -  WINKLER (1982)
 BZ0278
 BZ0278                         *CURRENT SURVEY CONTROL
 BZ0278  ___________________________________________________________________
 BZ0278* NAD 83(1993)-  31 59 06.56255(N)    096 08 01.79282(W)     ADJUSTED  
 BZ0278* NAVD 88     -        94.631  (meters)     310.47   (feet)  ADJUSTED  
 BZ0278  ___________________________________________________________________
 BZ0278  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BZ0278  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 BZ0278  DYNAMIC HT  -          94.521 (meters)     310.11  (feet)  COMP
 BZ0278  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 BZ0278
 BZ0278  HORZ ORDER  -  FIRST
 BZ0278  VERT ORDER  -  SECOND    CLASS 0
 BZ0278
 BZ0278.The horizontal coordinates were established by classical geodetic methods
 BZ0278.and adjusted by the National Geodetic Survey in February 1996..
 BZ0278
 BZ0278.The orthometric height was determined by differential leveling
 BZ0278.and adjusted by the National Geodetic Survey in June 1991..
 BZ0278
 BZ0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0278
 BZ0278.The geoid height was determined by GEOID03.
 BZ0278
 BZ0278.The dynamic height is computed by dividing the NAVD 88
 BZ0278.geopotential number by the normal gravity value computed on the
 BZ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0278.degrees latitude (g = 980.6199 gals.).
 BZ0278
 BZ0278.The modeled gravity was interpolated from observed gravity values.
 BZ0278
 BZ0278;                    North         East     Units Scale Factor Converg.
 BZ0278;SPC TXNC     - 2,037,837.255   823,613.731   MT  1.00004433   +1 17 25.8
 BZ0278;SPC TXNC     - 6,685,804.39  2,702,139.38   sFT  1.00004433   +1 17 25.8
 BZ0278;UTM  14      - 3,542,380.261   770,818.492   MT  1.00050461   +1 31 08.9
 BZ0278
 BZ0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0278!SPC TXNC     -   0.99998915  x   1.00004433  =   1.00003348
 BZ0278!UTM  14      -   0.99998915  x   1.00050461  =   1.00049375
 BZ0278
 BZ0278|---------------------------------------------------------------------|
 BZ0278| PID    Reference Object                     Distance      Geod. Az  |
 BZ0278|                                                           dddmmss.s |
 BZ0278| BZ0277 HOUSE RM 1                           33.735 METERS 09758     |
 BZ0278| BZ0276 HOUSE AZ MK                                        1112858.0 |
 BZ0278| BZ0279 HOUSE RM 2                           46.147 METERS 33954     |
 BZ0278|---------------------------------------------------------------------|
 BZ0278
 BZ0278                          SUPERSEDED SURVEY CONTROL
 BZ0278
 BZ0278  NAD 83(1986)-  31 59 06.57083(N)    096 08 01.77525(W) AD(       ) 1
 BZ0278  NAD 27      -  31 59 05.99800(N)    096 08 00.87800(W) AD(       ) 1
 BZ0278  NGVD 29 (??/??/92)   94.629  (m)          310.46   (f) ADJ UNCH    2 0
 BZ0278
 BZ0278.Superseded values are not recommended for survey control.
 BZ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0278.See file dsdata.txt to determine how the superseded data were derived.
 BZ0278
 BZ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA7081842380(NAD 83)
 BZ0278_MARKER: DB = BENCH MARK DISK
 BZ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0278_STAMPING: HOUSE 1946
 BZ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0278+STABILITY: SURFACE MOTION
 BZ0278
 BZ0278  HISTORY     - Date     Condition        Report By
 BZ0278  HISTORY     - 1946     MONUMENTED       CGS
 BZ0278  HISTORY     - 1947     GOOD             NGS
 BZ0278  HISTORY     - 1959     GOOD             CGS
 BZ0278
 BZ0278                          STATION DESCRIPTION
 BZ0278
 BZ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAG)
 BZ0278'THE STATION IS 12 MILES SOUTH-SOUTHEAST OF KERENS AND 9.5
 BZ0278'MILES WEST-NORTHWEST OF CAYUGA.  IT IS IN THE NORTHEAST
 BZ0278'CORNER OF A CULTIVATED FIELD, ABOUT 200 YARDS WEST OF A POWER
 BZ0278'LINE, 100 FEET SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY NO.
 BZ0278'287 AND STATE HIGHWAY NO. 309, 47 FEET SOUTH OF THE CENTER
 BZ0278'OF U.S. HIGHWAY NO. 287, AND 35 FEET WEST OF THE CENTER
 BZ0278'OF A GRADED ROAD.  THE STATION IS ABOUT 12 INCHES BELOW THE
 BZ0278'SURFACE OF THE GROUND AND IS STAMPED HOUSE 1946.
 BZ0278'
 BZ0278'REFERENCE MARK NO. 1 IS ON THE HIGHWAY RIGHT-OF-WAY, 24
 BZ0278'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 287 AND 17
 BZ0278'FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD.  IT
 BZ0278'PROJECTS 1 INCH AND IS STAMPED HOUSE NO 1 1946.
 BZ0278'
 BZ0278'REFERENCE MARK NO. 2 IS ON THE HIGHWAY RIGHT-OF-WAY AND
 BZ0278'IS 71 FEET NORTHEAST OF THE POINT OF INTERSECTION OF U.S.
 BZ0278'HIGHWAY NO. 287 AND STATE HIGHWAY NO. 309.  IT PROJECTS
 BZ0278'6 INCHES AND IS STAMPED HOUSE NO 2 1946.
 BZ0278'
 BZ0278'AZIMUTH MARK IS AT THE NORTHEAST CORNER OF A CULTIVATED FIELD,
 BZ0278'300 YARDS EAST OF A POWER LINE AND 34 FEET SOUTH OF THE
 BZ0278'CENTER OF U.S. HIGHWAY NO. 287.  IT PROJECTS 2 INCHES AND
 BZ0278'IS STAMPED HOUSE 1946.
 BZ0278'
 BZ0278'TO REACH THE STATION FROM THE RAILROAD STATION IN KERENS,
 BZ0278'GO SOUTH ON STATE HIGHWAY NO. 309 FOR 11.7 MILES TO ITS
 BZ0278'JUNCTION WITH U.S. HIGHWAY NO. 287, AND THE STATION 100
 BZ0278'FEET SOUTHEAST AS DESCRIBED.
 BZ0278'
 BZ0278'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 BZ0278'HIGHWAY NO. 287 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT
 BZ0278'AS DESCRIBED.
 BZ0278'
 BZ0278'A 50 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION VANNOY
 BZ0278'1935.
 BZ0278'
 BZ0278'A 50 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION CAYUGA.
 BZ0278'
 BZ0278'A 50 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION WELL.
 BZ0278'
 BZ0278'A 15 FOOT TOWER WILL SEE A 100 FOOT LIGHT AT STATION YOUNG.
 BZ0278'
 BZ0278'A 4 FOOT TRIPOD WILL SEE A 100 FOOT LIGHT AT STATION WINKLER.
 BZ0278'
 BZ0278'A 50 FOOT TOWER WILL SEE AN 87 FOOT LIGHT AT STATION EUREKA.
 BZ0278
 BZ0278                          STATION RECOVERY (1947)
 BZ0278
 BZ0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BZ0278'9.5 MI W FROM CAYUGA.
 BZ0278'9.5 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT CAYUGA,
 BZ0278'AT THE JUNCTION OF STATE HIGHWAY 309 AND U.S. HIGHWAY 287, 110 FEET
 BZ0278'SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES OF THE HIGHWAYS, 151
 BZ0278'FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM HOUSE R.M. 2, 111 FEET
 BZ0278'WEST OF HOUSE R.M. 1, 47 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 BZ0278'287, 29 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD LEADING
 BZ0278'SOUTHEAST.  A BRONZE TRIANGULATION STATION DISK SET IN THE TOP OF A
 BZ0278'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 BZ0278
 BZ0278                          STATION RECOVERY (1959)
 BZ0278
 BZ0278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ELJ)
 BZ0278'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BZ0278'FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1043 ***********************************************************************
 CU1043  DESIGNATION -  HOUSE
 CU1043  PID         -  CU1043
 CU1043  STATE/COUNTY-  TX/SCURRY
 CU1043  USGS QUAD   -  MC KENZIE MOUNTAINS (1969)
 CU1043
 CU1043                         *CURRENT SURVEY CONTROL
 CU1043  ___________________________________________________________________
 CU1043* NAD 83(1993)-  32 55 37.40127(N)    100 57 11.97931(W)     ADJUSTED  
 CU1043* NAVD 88     -       810.3    (meters)    2658.     (feet)  VERTCON   
 CU1043  ___________________________________________________________________
 CU1043  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 CU1043  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CU1043
 CU1043  HORZ ORDER  -  FIRST
 CU1043
 CU1043.The horizontal coordinates were established by classical geodetic methods
 CU1043.and adjusted by the National Geodetic Survey in February 1996..
 CU1043
 CU1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1043
 CU1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1043
 CU1043.The geoid height was determined by GEOID03.
 CU1043
 CU1043;                    North         East     Units Scale Factor Converg.
 CU1043;SPC TXNC     - 2,142,442.979   370,589.718   MT  0.99987497   -1 20 16.9
 CU1043;SPC TXNC     - 7,028,998.34  1,215,843.10   sFT  0.99987497   -1 20 16.9
 CU1043;UTM  14      - 3,644,893.056   317,363.686   MT  1.00001130   -1 03 43.4
 CU1043
 CU1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1043!SPC TXNC     -   0.99987691  x   0.99987497  =   0.99975189
 CU1043!UTM  14      -   0.99987691  x   1.00001130  =   0.99988820
 CU1043
 CU1043:                Primary Azimuth Mark                     Grid Az
 CU1043:SPC TXNC     -  UNIDENTIFIED MAST SW COGDELL             048 39 29.9
 CU1043:UTM  14      -  UNIDENTIFIED MAST SW COGDELL             048 22 56.4
 CU1043
 CU1043|---------------------------------------------------------------------|
 CU1043| PID    Reference Object                     Distance      Geod. Az  |
 CU1043|                                                           dddmmss.s |
 CU1043| CU1040 UNIDENTIFIED MAST SW COGDELL        APPROX. 7.8 KM 0471913.0 |
 CU1043| CX8333 HOUSE AZ MK                                        1762949.6 |
 CU1043| CX8334 HOUSE RM 1                           10.266 METERS 17834     |
 CU1043| CX8335 HOUSE RM 2                            7.473 METERS 27450     |
 CU1043| CU1048 FLUVANNA W TEXAS MICROWAVE          APPROX.18.2 KM 2794700.1 |
 CU1043|---------------------------------------------------------------------|
 CU1043
 CU1043                          SUPERSEDED SURVEY CONTROL
 CU1043
 CU1043  NAD 83(1993)-  32 55 37.40662(N)    100 57 11.97087(W) AD(       ) 1
 CU1043  NAD 83(1986)-  32 55 37.40697(N)    100 57 11.96997(W) AD(       ) 1
 CU1043  NAD 27      -  32 55 37.03651(N)    100 57 10.53276(W) AD(       ) 1
 CU1043  NGVD 29 (07/19/86)  810.0    (m)         2657.     (f) VERT ANG       
 CU1043
 CU1043.Superseded values are not recommended for survey control.
 CU1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1043.See file dsdata.txt to determine how the superseded data were derived.
 CU1043
 CU1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1736444893(NAD 83)
 CU1043_MARKER: DS = TRIANGULATION STATION DISK
 CU1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1043_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1043
 CU1043  HISTORY     - Date     Condition        Report By
 CU1043  HISTORY     - 1968     MONUMENTED       CGS
 CU1043
 CU1043                          STATION DESCRIPTION
 CU1043
 CU1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1043'STATION IS LOCATED ABOUT 14-1/2 MILES NORTH OF SNYDER, 6 MILES
 CU1043'NORTH EAST OF DERMOTT, 4 MILES SOUTH OF MC KENZIE MOUNTAINS, IN A
 CU1043'PASTURE PARTLY COVERED WITH SMALL TREES, THIS IS ON LOWER PART OF A
 CU1043'RIDGE RUNNING NORTHEAST, ON LAND OWNED BY MR. ALFORD BROWNING.
 CU1043'
 CU1043'TO REACH FROM THE SMALL VILLAGE OF DERMOTT, GO SOUTHEAST ON
 CU1043'U.S. HIGHWAY 84 FOR 3.45 MILES TO A JUNCTION OF FARM ROAD 1142 ON
 CU1043'THE LEFT, TURN LEFT ON FARM ROAD 1142 AND GO NORTH FOR 2.65 MILES
 CU1043'TO A GRAVELED CROSSROAD, CONTINUE NORTH ON FARM ROAD 1142 FOR 4.0
 CU1043'MILES TO A PAVED SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR 1.0
 CU1043'MILE TO A LOCKED GATE ON THE LEFT, (CONTINUE EAST FOR 0.3 MILE
 CU1043'TO THE AZIMUTH MARK ON THE RIGHT), TURN LEFT AND PASS THROUGH
 CU1043'LOCKED GATE GO NORTH ON TRACK ROAD FOR 0.05 MILE TO A FORK, TAKE
 CU1043'THE RIGHT FORK AND CONTINUE NORTH FOR 0.4 MILE TO A TRACK SIDE
 CU1043'ROAD RIGHT, CONTINUE NORTH ON TRACK ROAD FOR 0.2 MILE TO A
 CU1043'FORK, TAKE THE RIGHT FORK AND GO NORTHEASTERLY FOR 0.05 MILE
 CU1043'TO A REVERSE FORK, CONTINUE NORTHEASTERLY FOR 0.2 MILE TO THE
 CU1043'STATION ON THE RIGHT.
 CU1043'
 CU1043'STATION MARK, IS A STANDARD DISK, STAMPED HOUSE 1968, SET IN THE
 CU1043'TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES
 CU1043'ABOVE THE GROUND, 30 FEET EAST OF CENTER OF A TRACK ROAD, 3.6 FEET
 CU1043'WEST OF A METAL WITNESS POST.
 CU1043'
 CU1043'REFERENCE MARK 1, IS A STANDARD DISK, STAMPED HOUSE NO 1 1968, SET
 CU1043'IN THE TOP OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS 5 INCHES
 CU1043'ABOVE THE GROUND, 34.5 FEET SOUTHWEST OF A METAL WITNESS POST, 24
 CU1043'FEET EAST OF THE CENTER OF A TRACK ROAD.
 CU1043'
 CU1043'REFERENCE MARK 2, IS A STANDARD DISK, STAMPED HOUSE NO 2 1968, SET
 CU1043'IN THE TOP OF A ROUND CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES
 CU1043'ABOVE THE GROUND, 12 INCHES IN DIAMETER, 28 FEET WEST OF A METAL
 CU1043'WITNESS POST, 8 FEET EAST OF THE CENTER OF A TRACK ROAD.
 CU1043'
 CU1043'AZIMUTH MARK, IS A STANDARD DISK, STAMPED HOUSE 1968, CEMENTED IN
 CU1043'A DRILL HOLE IN THE SOUTHEAST CORNER OF A CULVERT, 27 FEET SOUTH
 CU1043'OF THE APPROXIMATE CENTER OF PAVED ROAD, 20 FEET NORTH OF A FENCE,
 CU1043'7 FEET SOUTHWEST OF A GUARD RAIL POST, ON THE SOUTH SIDE OF A
 CU1043'CULVERT IN A LOW CUT IN THE ROAD.
 CU1043'
 CU1043'KEY MAYBE OBTAINED FROM MR. BROWNING OF FLUVANNA.
 CU1043'
 CU1043'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0231 ***********************************************************************
 AP0231  DESIGNATION -  HOUSE CUP 12 MI NW EAGLE PASS
 AP0231  PID         -  AP0231
 AP0231  STATE/COUNTY-  TX/MAVERICK
 AP0231  USGS QUAD   -  QUEMADO SE (1974)
 AP0231
 AP0231                         *CURRENT SURVEY CONTROL
 AP0231  ___________________________________________________________________
 AP0231* NAD 83(1993)-  28 51 56.08222(N)    100 37 20.71478(W)     ADJUSTED  
 AP0231* NAVD 88     -                                                        
 AP0231  ___________________________________________________________________
 AP0231  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AP0231  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 AP0231
 AP0231  HORZ ORDER  -  THIRD
 AP0231
 AP0231.The horizontal coordinates were established by classical geodetic methods
 AP0231.and adjusted by the National Geodetic Survey in February 1996..
 AP0231
 AP0231
 AP0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0231
 AP0231.The geoid height was determined by GEOID03.
 AP0231
 AP0231;                    North         East     Units Scale Factor Converg.
 AP0231;SPC TXSC     - 4,115,499.173   441,730.445   MT  0.99989656   -0 47 41.4
 AP0231;SPC TXSC     -13,502,266.87  1,449,243.97   sFT  0.99989656   -0 47 41.4
 AP0231;UTM  14      - 3,194,174.753   341,760.938   MT  0.99990901   -0 47 00.2
 AP0231
 AP0231                          SUPERSEDED SURVEY CONTROL
 AP0231
 AP0231  NAD 83(1986)-  28 51 56.07569(N)    100 37 20.69133(W) AD(       ) 4
 AP0231  NAD 27      -  28 51 55.38000(N)    100 37 19.63000(W) AD(       ) 3
 AP0231
 AP0231.Superseded values are not recommended for survey control.
 AP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0231.See file dsdata.txt to determine how the superseded data were derived.
 AP0231
 AP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS4176194175(NAD 83)
 AP0231_MARKER: 86 = CUPOLA
 AP0231
 AP0231  HISTORY     - Date     Condition        Report By
 AP0231  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0231
 AP0231                          STATION DESCRIPTION
 AP0231
 AP0231'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1406 ***********************************************************************
 DN1406  DESIGNATION -  HOUSE N CHIMNEY RIDGE
 DN1406  PID         -  DN1406
 DN1406  STATE/COUNTY-  TX/CLAY
 DN1406  USGS QUAD   -  STONEBURG (1976)
 DN1406
 DN1406                         *CURRENT SURVEY CONTROL
 DN1406  ___________________________________________________________________
 DN1406* NAD 83(1993)-  33 42 06.20107(N)    097 59 41.47778(W)     ADJUSTED  
 DN1406* NAVD 88     -                                                        
 DN1406  ___________________________________________________________________
 DN1406  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 DN1406  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DN1406
 DN1406  HORZ ORDER  -  THIRD
 DN1406
 DN1406.The horizontal coordinates were established by classical geodetic methods
 DN1406.and adjusted by the National Geodetic Survey in February 1996..
 DN1406
 DN1406
 DN1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1406
 DN1406.The geoid height was determined by GEOID03.
 DN1406
 DN1406;                    North         East     Units Scale Factor Converg.
 DN1406;SPC TXNC     - 2,225,785.664   646,827.062   MT  0.99993685   +0 16 31.8
 DN1406;SPC TXNC     - 7,302,431.80  2,122,131.79   sFT  0.99993685   +0 16 31.8
 DN1406;UTM  14      - 3,729,537.749   593,147.997   MT  0.99970696   +0 33 28.0
 DN1406
 DN1406                          SUPERSEDED SURVEY CONTROL
 DN1406
 DN1406  NAD 83(1993)-  33 42 06.20214(N)    097 59 41.47747(W) AD(       ) 4
 DN1406  NAD 83(1986)-  33 42 06.20420(N)    097 59 41.46513(W) AD(       ) 4
 DN1406  NAD 27      -  33 42 05.84000(N)    097 59 40.33000(W) AD(       ) 3
 DN1406
 DN1406.Superseded values are not recommended for survey control.
 DN1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1406.See file dsdata.txt to determine how the superseded data were derived.
 DN1406
 DN1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC9314829538(NAD 83)
 DN1406_MARKER: 85 = CHIMNEY
 DN1406
 DN1406  HISTORY     - Date     Condition        Report By
 DN1406  HISTORY     - 1902     FIRST OBSERVED   CGS
 DN1406  HISTORY     - 1950     SEE DESCRIPTION  CGS
 DN1406
 DN1406                          STATION DESCRIPTION
 DN1406
 DN1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (APR)
 DN1406'A HOUSE STANDS IN THIS LOCALITY AND IS PROBABLY THIS INTERSECTION
 DN1406'SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0213 ***********************************************************************
 AP0213  DESIGNATION -  HOUSE N GABLE 3 MI NW PALOMA
 AP0213  PID         -  AP0213
 AP0213  STATE/COUNTY-  TX/MAVERICK
 AP0213  USGS QUAD   -  PALOMA (1974)
 AP0213
 AP0213                         *CURRENT SURVEY CONTROL
 AP0213  ___________________________________________________________________
 AP0213* NAD 83(1993)-  28 54 27.37582(N)    100 27 03.39552(W)     ADJUSTED  
 AP0213* NAVD 88     -                                                        
 AP0213  ___________________________________________________________________
 AP0213  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AP0213  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AP0213
 AP0213  HORZ ORDER  -  THIRD
 AP0213
 AP0213.The horizontal coordinates were established by classical geodetic methods
 AP0213.and adjusted by the National Geodetic Survey in February 1996..
 AP0213
 AP0213
 AP0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0213
 AP0213.The geoid height was determined by GEOID03.
 AP0213
 AP0213;                    North         East     Units Scale Factor Converg.
 AP0213;SPC TXSC     - 4,119,936.427   458,515.208   MT  0.99989086   -0 42 39.0
 AP0213;SPC TXSC     -13,516,824.76  1,504,311.98   sFT  0.99989086   -0 42 39.0
 AP0213;UTM  14      - 3,198,614.974   358,544.624   MT  0.99984693   -0 42 05.4
 AP0213
 AP0213                          SUPERSEDED SURVEY CONTROL
 AP0213
 AP0213  NAD 83(1986)-  28 54 27.37062(N)    100 27 03.37383(W) AD(       ) 4
 AP0213  NAD 27      -  28 54 26.48000(N)    100 27 02.10000(W) AD(       ) 3
 AP0213
 AP0213.Superseded values are not recommended for survey control.
 AP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0213.See file dsdata.txt to determine how the superseded data were derived.
 AP0213
 AP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS5854598615(NAD 83)
 AP0213_MARKER: 81 = GABLE
 AP0213
 AP0213  HISTORY     - Date     Condition        Report By
 AP0213  HISTORY     - 1918     FIRST OBSERVED   CGS
 AP0213
 AP0213                          STATION DESCRIPTION
 AP0213
 AP0213'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0727 ***********************************************************************
 AO0727  DESIGNATION -  HOUSE NW OF STA TWIN S GABLE
 AO0727  PID         -  AO0727
 AO0727  STATE/COUNTY-  TX/WEBB
 AO0727  USGS QUAD   -  LANDRUM TANK (1982)
 AO0727
 AO0727                         *CURRENT SURVEY CONTROL
 AO0727  ___________________________________________________________________
 AO0727* NAD 83(1993)-  28 09 21.79438(N)    099 52 16.22039(W)     ADJUSTED  
 AO0727* NAVD 88     -                                                        
 AO0727  ___________________________________________________________________
 AO0727  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AO0727  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AO0727
 AO0727  HORZ ORDER  -  THIRD
 AO0727
 AO0727.The horizontal coordinates were established by classical geodetic methods
 AO0727.and adjusted by the National Geodetic Survey in February 1996..
 AO0727
 AO0727
 AO0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0727
 AO0727.The geoid height was determined by GEOID03.
 AO0727
 AO0727;                    North         East     Units Scale Factor Converg.
 AO0727;SPC TX S     - 5,276,554.248   165,313.229   MT  1.00009762   -0 37 21.1
 AO0727;SPC TX S     -17,311,495.06    542,365.15   sFT  1.00009762   -0 37 21.1
 AO0727;SPC TXSC     - 4,036,087.261   514,428.173   MT  1.00007299   -0 25 36.5
 AO0727;SPC TXSC     -13,241,729.62  1,687,753.10   sFT  1.00007299   -0 25 36.5
 AO0727;UTM  14      - 3,114,796.326   414,466.012   MT  0.99969029   -0 24 40.0
 AO0727
 AO0727                          SUPERSEDED SURVEY CONTROL
 AO0727
 AO0727  NAD 83(1986)-  28 09 21.78928(N)    099 52 16.19591(W) AD(       ) 4
 AO0727  NAD 27      -  28 09 20.79000(N)    099 52 15.00000(W) AD(       ) 3
 AO0727
 AO0727.Superseded values are not recommended for survey control.
 AO0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0727.See file dsdata.txt to determine how the superseded data were derived.
 AO0727
 AO0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS1446614796(NAD 83)
 AO0727_MARKER: 81 = GABLE
 AO0727
 AO0727  HISTORY     - Date     Condition        Report By
 AO0727  HISTORY     - 1917     FIRST OBSERVED   CGS
 AO0727
 AO0727                          STATION DESCRIPTION
 AO0727
 AO0727'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0277 ***********************************************************************
 BZ0277  DESIGNATION -  HOUSE RM 1
 BZ0277  PID         -  BZ0277
 BZ0277  STATE/COUNTY-  TX/NAVARRO
 BZ0277  USGS QUAD   -  WINKLER (1982)
 BZ0277
 BZ0277                         *CURRENT SURVEY CONTROL
 BZ0277  ___________________________________________________________________
 BZ0277* NAD 83(1986)-  31 59 06.     (N)    096 08 01.     (W)     SCALED    
 BZ0277* NAVD 88     -        94.644  (meters)     310.51   (feet)  ADJUSTED  
 BZ0277  ___________________________________________________________________
 BZ0277  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 BZ0277  DYNAMIC HT  -          94.534 (meters)     310.15  (feet)  COMP
 BZ0277  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 BZ0277
 BZ0277  VERT ORDER  -  SECOND    CLASS 0
 BZ0277
 BZ0277.The horizontal coordinates were scaled from a topographic map and have
 BZ0277.an estimated accuracy of +/- 6 seconds.
 BZ0277
 BZ0277.The orthometric height was determined by differential leveling
 BZ0277.and adjusted by the National Geodetic Survey in June 1991..
 BZ0277
 BZ0277.The geoid height was determined by GEOID03.
 BZ0277
 BZ0277.The dynamic height is computed by dividing the NAVD 88
 BZ0277.geopotential number by the normal gravity value computed on the
 BZ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0277.degrees latitude (g = 980.6199 gals.).
 BZ0277
 BZ0277.The modeled gravity was interpolated from observed gravity values.
 BZ0277
 BZ0277;                    North         East    Units  Estimated Accuracy
 BZ0277;SPC TXNC     - 2,037,820.      823,640.      MT  (+/- 180 meters Scaled)
 BZ0277
 BZ0277                          SUPERSEDED SURVEY CONTROL
 BZ0277
 BZ0277  NGVD 29 (??/??/92)   94.642  (m)          310.50   (f) ADJ UNCH    2 0
 BZ0277
 BZ0277.Superseded values are not recommended for survey control.
 BZ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0277.See file dsdata.txt to determine how the superseded data were derived.
 BZ0277
 BZ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA708423(NAD 83)
 BZ0277_MARKER: DR = REFERENCE MARK DISK
 BZ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0277_STAMPING: HOUSE NO 1 1946
 BZ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0277+STABILITY: SURFACE MOTION
 BZ0277
 BZ0277  HISTORY     - Date     Condition        Report By
 BZ0277  HISTORY     - 1946     MONUMENTED       CGS
 BZ0277  HISTORY     - 1947     GOOD             NGS
 BZ0277
 BZ0277                          STATION DESCRIPTION
 BZ0277
 BZ0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0277'9.5 MI W FROM CAYUGA.
 BZ0277'9.5 MILES WEST ALONG U.S. HIGHWAY NO.287 FROM THE POST OFFICE AT
 BZ0277'CAYUGA, AT THE JUNCTION OF STATE HIGHWAY NO.309 AND U.S. HIGHWAY
 BZ0277'NO.287, 208.5 FEET EAST OF THE INTERSECTION OF THE CENTER-LINES OF THE
 BZ0277'HIGHWAYS, 22.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO.287, 226.0
 BZ0277'FEET EAST SOUTHEAST OF AND ACROSS THE HIGHWAY FROM REFERENCE MARK
 BZ0277'HOUSE NO 2, 110.8 FEET EAST OF HOUSE TRIANGULATION STATION, BRONZE
 BZ0277'REFERENCE MARK DISK SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS
 BZ0277'THE HIGHWAY AND ABOUT FLUSH WITH THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0279 ***********************************************************************
 BZ0279  DESIGNATION -  HOUSE RM 2
 BZ0279  PID         -  BZ0279
 BZ0279  STATE/COUNTY-  TX/NAVARRO
 BZ0279  USGS QUAD   -  WINKLER (1982)
 BZ0279
 BZ0279                         *CURRENT SURVEY CONTROL
 BZ0279  ___________________________________________________________________
 BZ0279* NAD 83(1986)-  31 59 06.     (N)    096 08 01.     (W)     SCALED    
 BZ0279* NAVD 88     -        94.880  (meters)     311.29   (feet)  ADJUSTED  
 BZ0279  ___________________________________________________________________
 BZ0279  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 BZ0279  DYNAMIC HT  -          94.769 (meters)     310.92  (feet)  COMP
 BZ0279  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 BZ0279
 BZ0279  VERT ORDER  -  SECOND    CLASS 0
 BZ0279
 BZ0279.The horizontal coordinates were scaled from a topographic map and have
 BZ0279.an estimated accuracy of +/- 6 seconds.
 BZ0279
 BZ0279.The orthometric height was determined by differential leveling
 BZ0279.and adjusted by the National Geodetic Survey in June 1991..
 BZ0279
 BZ0279.The geoid height was determined by GEOID03.
 BZ0279
 BZ0279.The dynamic height is computed by dividing the NAVD 88
 BZ0279.geopotential number by the normal gravity value computed on the
 BZ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0279.degrees latitude (g = 980.6199 gals.).
 BZ0279
 BZ0279.The modeled gravity was interpolated from observed gravity values.
 BZ0279
 BZ0279;                    North         East    Units  Estimated Accuracy
 BZ0279;SPC TXNC     - 2,037,820.      823,640.      MT  (+/- 180 meters Scaled)
 BZ0279
 BZ0279                          SUPERSEDED SURVEY CONTROL
 BZ0279
 BZ0279  NGVD 29 (??/??/92)   94.878  (m)          311.28   (f) ADJ UNCH    2 0
 BZ0279
 BZ0279.Superseded values are not recommended for survey control.
 BZ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0279.See file dsdata.txt to determine how the superseded data were derived.
 BZ0279
 BZ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA708423(NAD 83)
 BZ0279_MARKER: DR = REFERENCE MARK DISK
 BZ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0279_STAMPING: HOUSE NO 2 1946
 BZ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0279+STABILITY: SURFACE MOTION
 BZ0279
 BZ0279  HISTORY     - Date     Condition        Report By
 BZ0279  HISTORY     - 1946     MONUMENTED       CGS
 BZ0279  HISTORY     - 1947     GOOD             NGS
 BZ0279
 BZ0279                          STATION DESCRIPTION
 BZ0279
 BZ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0279'9.5 MI W FROM CAYUGA.
 BZ0279'9.5 MILES WEST ALONG U.S. HIGHWAY NO.287 FROM THE POST OFFICE AT
 BZ0279'CAYUGA, AT THE JUNCTION OF STATE HIGHWAY NO.309 AND U.S. HIGHWAY
 BZ0279'NO.287, 65.0 FEET NORTH OF THE INTERSECTION OF THE CENTER-LINES OF THE
 BZ0279'HIGHWAYS, 47.0 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY NO.309,
 BZ0279'226.0 FEET WEST NORTHWEST OF REFERENCE MARK HOUSE NO 1, 151.5 FEET
 BZ0279'NORTHWEST OF AND ACROSS U.S. HIGHWAY NO.287 FROM HOUSE TRIANGULATION
 BZ0279'STATION, BRONZE REFERENCE MARK DISK SET IN A CONCRETE POST ABOUT THE
 BZ0279'SAME ELEVATION AS THE HIGHWAYS AND PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0660 ***********************************************************************
 DO0660  DESIGNATION -  HOUSE SE GAB SE OF HENRIETTA
 DO0660  PID         -  DO0660
 DO0660  STATE/COUNTY-  TX/CLAY
 DO0660  USGS QUAD   -  HENRIETTA (1984)
 DO0660
 DO0660                         *CURRENT SURVEY CONTROL
 DO0660  ___________________________________________________________________
 DO0660* NAD 83(1993)-  33 45 51.66482(N)    098 07 59.82798(W)     ADJUSTED  
 DO0660* NAVD 88     -                                                        
 DO0660  ___________________________________________________________________
 DO0660  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 DO0660  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DO0660
 DO0660  HORZ ORDER  -  THIRD
 DO0660
 DO0660.The horizontal coordinates were established by classical geodetic methods
 DO0660.and adjusted by the National Geodetic Survey in February 1996..
 DO0660
 DO0660
 DO0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0660
 DO0660.The geoid height was determined by GEOID03.
 DO0660
 DO0660;                    North         East     Units Scale Factor Converg.
 DO0660;SPC TXNC     - 2,232,678.614   633,970.327   MT  0.99994984   +0 12 00.0
 DO0660;SPC TXNC     - 7,325,046.42  2,079,950.98   sFT  0.99994984   +0 12 00.0
 DO0660;UTM  14      - 3,736,365.624   580,260.719   MT  0.99967941   +0 28 54.2
 DO0660
 DO0660                          SUPERSEDED SURVEY CONTROL
 DO0660
 DO0660  NAD 83(1993)-  33 45 51.66572(N)    098 07 59.82726(W) AD(       ) 4
 DO0660  NAD 83(1986)-  33 45 51.66785(N)    098 07 59.81535(W) AD(       ) 4
 DO0660  NAD 27      -  33 45 51.31000(N)    098 07 58.66000(W) AD(       ) 3
 DO0660
 DO0660.Superseded values are not recommended for survey control.
 DO0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0660.See file dsdata.txt to determine how the superseded data were derived.
 DO0660
 DO0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC8026136366(NAD 83)
 DO0660_MARKER: 81 = GABLE
 DO0660
 DO0660  HISTORY     - Date     Condition        Report By
 DO0660  HISTORY     - 1902     FIRST OBSERVED   CGS
 DO0660  HISTORY     - 1950     SEE DESCRIPTION  CGS
 DO0660
 DO0660                          STATION DESCRIPTION
 DO0660
 DO0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (APR)
 DO0660'AN OLD FARM HOUSE STANDS AT THIS LOCATION AND IS PROBABLY
 DO0660'THE STRUCTURE INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2235 ***********************************************************************
 AN2235  DESIGNATION -  HOUSE UNTENANTED CHIMNEY
 AN2235  PID         -  AN2235
 AN2235  STATE/COUNTY-  TX/MATAGORDA
 AN2235  USGS QUAD   -  TURTLE BAY (1995)
 AN2235
 AN2235                         *CURRENT SURVEY CONTROL
 AN2235  ___________________________________________________________________
 AN2235* NAD 83(1993)-  28 41 38.28707(N)    096 15 58.57612(W)     ADJUSTED  
 AN2235* NAVD 88     -                                                        
 AN2235  ___________________________________________________________________
 AN2235  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AN2235  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN2235
 AN2235  HORZ ORDER  -  THIRD
 AN2235
 AN2235.The horizontal coordinates were established by classical geodetic methods
 AN2235.and adjusted by the National Geodetic Survey in February 1996..
 AN2235
 AN2235
 AN2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2235
 AN2235.The geoid height was determined by GEOID03.
 AN2235
 AN2235;                    North         East     Units Scale Factor Converg.
 AN2235;SPC TXSC     - 4,098,505.143   867,108.086   MT  0.99992534   +1 20 21.4
 AN2235;SPC TXSC     -13,446,512.29  2,844,837.11   sFT  0.99992534   +1 20 21.4
 AN2235;UTM  14      - 3,177,141.632   767,100.504   MT  1.00048053   +1 18 48.0
 AN2235
 AN2235                          SUPERSEDED SURVEY CONTROL
 AN2235
 AN2235  NAD 83(1986)-  28 41 38.29640(N)    096 15 58.55069(W) AD(       ) 4
 AN2235  NAD 27      -  28 41 37.32200(N)    096 15 57.66700(W) AD(       ) 3
 AN2235
 AN2235.Superseded values are not recommended for survey control.
 AN2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2235.See file dsdata.txt to determine how the superseded data were derived.
 AN2235
 AN2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS6710177142(NAD 83)
 AN2235_MARKER: 85 = CHIMNEY
 AN2235
 AN2235  HISTORY     - Date     Condition        Report By
 AN2235  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2235
 AN2235                          STATION DESCRIPTION
 AN2235
 AN2235'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1873 ***********************************************************************
 AY1873  DESIGNATION -  HOUSTON
 AY1873  PID         -  AY1873
 AY1873  STATE/COUNTY-  TX/BEXAR
 AY1873  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1873
 AY1873                         *CURRENT SURVEY CONTROL
 AY1873  ___________________________________________________________________
 AY1873* NAD 83(1993)-  29 26 33.01522(N)    098 26 47.31688(W)     ADJUSTED  
 AY1873* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 AY1873  ___________________________________________________________________
 AY1873  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AY1873  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AY1873
 AY1873  HORZ ORDER  -  FIRST
 AY1873
 AY1873.The horizontal coordinates were established by classical geodetic methods
 AY1873.and adjusted by the National Geodetic Survey in February 1996..
 AY1873
 AY1873.The orthometric height was scaled from a topographic map.
 AY1873
 AY1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1873
 AY1873.The geoid height was determined by GEOID03.
 AY1873
 AY1873;                    North         East     Units Scale Factor Converg.
 AY1873;SPC TXSC     - 4,178,465.743   653,695.918   MT  0.99986500   +0 16 16.2
 AY1873;SPC TXSC     -13,708,849.69  2,144,667.36   sFT  0.99986500   +0 16 16.2
 AY1873;UTM  14      - 3,257,140.377   553,682.322   MT  0.99963556   +0 16 19.5
 AY1873
 AY1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1873!SPC TXSC     -   0.99996693  x   0.99986500  =   0.99983193
 AY1873!UTM  14      -   0.99996693  x   0.99963556  =   0.99960250
 AY1873
 AY1873:                Primary Azimuth Mark                     Grid Az
 AY1873:SPC TXSC     -  FORT SAM HOUSTON MUSHROOM TANK           007 26 40.9
 AY1873:UTM  14      -  FORT SAM HOUSTON MUSHROOM TANK           007 26 37.6
 AY1873
 AY1873|---------------------------------------------------------------------|
 AY1873| PID    Reference Object                     Distance      Geod. Az  |
 AY1873|                                                           dddmmss.s |
 AY1873| AY1868 FORT SAM HOUSTON MUSHROOM TANK      APPROX. 1.4 KM 0074257.1 |
 AY1873| CV5223 HOUSTON RM 2                         22.604 METERS 09735     |
 AY1873| AY1863 SAN ANTONIO RAD KONO S MAST         APPROX. 2.5 KM 1042551.7 |
 AY1873| CV5221 HOUSTON AZ MK                                      1805709.7 |
 AY1873| AY1884 SAN ANTONIO J AMMANN BLDG FLAG      APPROX. 3.4 KM 2551711.9 |
 AY1873| AY1866 SAN ANTONIO PEARL BREWERY STK       APPROX. 3.3 KM 2704737.4 |
 AY1873| CV5222 HOUSTON RM 1                         19.846 METERS 33940     |
 AY1873| AY1877 FORT SAM HOUSTON BROOKE MC CUP      APPROX. 2.7 KM 3534356.0 |
 AY1873|---------------------------------------------------------------------|
 AY1873
 AY1873                          SUPERSEDED SURVEY CONTROL
 AY1873
 AY1873  NAD 83(1986)-  29 26 33.02017(N)    098 26 47.29909(W) AD(       ) 1
 AY1873  NAD 27      -  29 26 32.18300(N)    098 26 46.24100(W) AD(       ) 1
 AY1873
 AY1873.Superseded values are not recommended for survey control.
 AY1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1873.See file dsdata.txt to determine how the superseded data were derived.
 AY1873
 AY1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5368257140(NAD 83)
 AY1873_MARKER: DS = TRIANGULATION STATION DISK
 AY1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1873
 AY1873  HISTORY     - Date     Condition        Report By
 AY1873  HISTORY     - 1953     MONUMENTED       CGS
 AY1873  HISTORY     - 1953     GOOD             AMS
 AY1873  HISTORY     - 1986     GOOD             USPSQD
 AY1873  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 AY1873
 AY1873                          STATION DESCRIPTION
 AY1873
 AY1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1873'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF THE CENTER
 AY1873'OF SAN ANTONIO, SOUTHEAST OF AN ARMY HOUSING AREA, NORTH OF
 AY1873'THE SAN ANTONIO GENERAL DEPOT BOUNDARY FENCE CORNER, AND
 AY1873'ON TOP OF A HILL AT THE NORTH END OF HINES AVENUE.  THE STATION
 AY1873'IS IN THE FORT SAM HOUSTON RESERVATION AREA.
 AY1873'
 AY1873'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1873'POST SET FLUSH WITH THE SURFACE.  IT IS 55 FEET NORTHEAST OF
 AY1873'THE CENTER OF THE TURNAROUND AT END OF HINES AVENUE, 12 FEET
 AY1873'NORTHEAST OF A FENCE CORNER (WIRE FENCE BOUNDARY FOR SAN ANTONIO
 AY1873'GENERAL DEPOT), 9.5 FEET NORTHWEST OF A WITNESS POST AND IT
 AY1873'IS STAMPED HOUSTON 1953.
 AY1873'
 AY1873'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AY1873'CONCRETE POST SET FLUSH WITH THE SURFACE.  IT IS 15 FEET SOUTHEAST
 AY1873'OF THE SOUTHEAST CORNER OF A WHITE HOUSE (838 JIM ST.) AND IS
 AY1873'STAMPED HOUSTON NO 1 1953.
 AY1873'
 AY1873'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AY1873'CONCRETE POST PROJECTING 4 INCHES.  IT IS 1.0 FOOT NORTH OF
 AY1873'THE SAN ANTONIO GENERAL DEPOT WIRE FENCE LINE AND IS STAMPED
 AY1873'HOUSTON NO. 2 1953.
 AY1873'
 AY1873'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY1873'POST PROJECTING 4 INCHES.  IT IS 63 FEET SOUTHEAST OF THE
 AY1873'INTERSECTION OF SEGUIN STREET AND HINES AVENUE, 22 FEET
 AY1873'EAST OF THE CENTER LINE OF HINES AVENUE, 2 FEET EAST OF A 4-
 AY1873'BY 4-INCH CONCRETE POST (MARKED BUS STOP) AND THE MARK IS
 AY1873'STAMPED HOUSTON 1953.
 AY1873'
 AY1873'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON HINES
 AY1873'AVENUE FOR 0.25 MILE TO INTERSECTION WITH SEGUIN STREET AND THE
 AY1873'MARK IN SOUTHEAST CORNER OF THE INTERSECTION.
 AY1873'
 AY1873'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY1873
 AY1873                          STATION RECOVERY (1953)
 AY1873
 AY1873'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY1873'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 23 FT. NW
 AY1873'OF THE CENTER OF A SMALL OBSERVATION TOWER WHICH IS ABOUT 25
 AY1873'FT. HIGH AND LOCATED INSIDE OF AND NEAR THE CORNER OF FENCED
 AY1873'ENCLOSURE, 94 FT. E-SE OF THE SW CORNER OF A HOUSE, 93 FT.
 AY1873'SOUTH OF THE SW CORNER OF A HOUSE, AND IT IS 119 FEET NE
 AY1873'OF THE NE CORNER OF A HOUSE.
 AY1873
 AY1873                          STATION RECOVERY (1986)
 AY1873
 AY1873'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCJ)
 AY1873'RECOVERED IN GOOD CONDITION.
 AY1873
 AY1873                          STATION RECOVERY (1995)
 AY1873
 AY1873'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8773 ***********************************************************************
 DF8773  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8773  DESIGNATION -  HOUSTON 2 COOP CORS ARP
 DF8773  CORS_ID     -  COH2
 DF8773  PID         -  DF8773
 DF8773  STATE/COUNTY-  TX/HARRIS
 DF8773  USGS QUAD   -  BELLAIRE (1995)
 DF8773
 DF8773                         *CURRENT SURVEY CONTROL
 DF8773  ___________________________________________________________________
 DF8773* NAD 83(CORS)-  29 37 42.69303(N)    095 24 41.74693(W)     ADJUSTED  
 DF8773* NAVD 88     -                                                        
 DF8773  ___________________________________________________________________
 DF8773  EPOCH DATE  -        2002.00
 DF8773  X           -    -523,298.799 (meters)                     COMP
 DF8773  Y           -  -5,523,989.646 (meters)                     COMP
 DF8773  Z           -   3,134,641.307 (meters)                     COMP
 DF8773  ELLIP HEIGHT-         -10.19  (meters)          (01/??/06) GPS OBS
 DF8773  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DF8773
 DF8773  HORZ ORDER  -  SPECIAL (CORS)
 DF8773  ELLP ORDER  -  SPECIAL (CORS)
 DF8773
 DF8773.ITRF positions are available for this station.
 DF8773.The coordinates were established by GPS observations
 DF8773.and adjusted by the National Geodetic Survey in January 2006..
 DF8773.The coordinates are valid at the epoch date displayed above.
 DF8773.The epoch date for horizontal control is a decimal equivalence
 DF8773.of Year/Month/Day.
 DF8773
 DF8773
 DF8773.The PID for the CORS L1 Phase Center is DG4085.
 DF8773
 DF8773.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8773
 DF8773.The ellipsoidal height was determined by GPS observations
 DF8773.and is referenced to NAD 83.
 DF8773
 DF8773.The geoid height was determined by GEOID03.
 DF8773
 DF8773;                    North         East     Units Scale Factor Converg.
 DF8773;SPC TXSC     - 4,204,285.790   947,416.439   MT  0.99987632   +1 45 28.8
 DF8773;SPC TXSC     -13,793,560.96  3,108,315.43   sFT  0.99987632   +1 45 28.8
 DF8773
 DF8773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8773!SPC TXSC     -   1.00000160  x   0.99987632  =   0.99987792
 DF8773
 DF8773                          SUPERSEDED SURVEY CONTROL
 DF8773
 DF8773  NAD 83(CORS)-  29 37 42.69301(N)    095 24 41.74698(W) AD(2002.00) c
 DF8773  ELLIP H (08/??/03)  -10.15   (m)                       GP(2002.00) c c
 DF8773
 DF8773.Superseded values are not recommended for survey control.
 DF8773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8773.See file dsdata.txt to determine how the superseded data were derived.
 DF8773
 DF8773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6651080054(NAD 83)
 DF8773_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8773
 DF8773                          STATION DESCRIPTION
 DF8773
 DF8773'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DF8773'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF8773'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF8773'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF8773'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF8773'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4085 ***********************************************************************
 DG4085  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4085  DESIGNATION -  HOUSTON 2 COOP CORS L1 PHASE CENTER
 DG4085  CORS_ID     -  COH2
 DG4085  PID         -  DG4085
 DG4085  STATE/COUNTY-  TX/HARRIS
 DG4085  USGS QUAD   -  BELLAIRE (1995)
 DG4085
 DG4085                         *CURRENT SURVEY CONTROL
 DG4085  ___________________________________________________________________
 DG4085* NAD 83(CORS)-  29 37 42.69304(N)    095 24 41.74691(W)     ADJUSTED  
 DG4085* NAVD 88     -                                                        
 DG4085  ___________________________________________________________________
 DG4085  EPOCH DATE  -        2002.00
 DG4085  X           -    -523,298.805 (meters)                     COMP
 DG4085  Y           -  -5,523,989.715 (meters)                     COMP
 DG4085  Z           -   3,134,641.347 (meters)                     COMP
 DG4085  ELLIP HEIGHT-         -10.11  (meters)          (01/??/06) GPS OBS
 DG4085  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DG4085
 DG4085  HORZ ORDER  -  SPECIAL (CORS)
 DG4085  ELLP ORDER  -  SPECIAL (CORS)
 DG4085
 DG4085.ITRF positions are available for this station.
 DG4085.The coordinates were established by GPS observations
 DG4085.and adjusted by the National Geodetic Survey in January 2006..
 DG4085.The coordinates are valid at the epoch date displayed above.
 DG4085.The epoch date for horizontal control is a decimal equivalence
 DG4085.of Year/Month/Day.
 DG4085
 DG4085
 DG4085.The PID for the CORS ARP is DF8773.
 DG4085
 DG4085.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4085
 DG4085.The ellipsoidal height was determined by GPS observations
 DG4085.and is referenced to NAD 83.
 DG4085
 DG4085.The geoid height was determined by GEOID03.
 DG4085
 DG4085;                    North         East     Units Scale Factor Converg.
 DG4085;SPC TXSC     - 4,204,285.790   947,416.440   MT  0.99987632   +1 45 28.8
 DG4085;SPC TXSC     -13,793,560.96  3,108,315.44   sFT  0.99987632   +1 45 28.8
 DG4085
 DG4085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4085!SPC TXSC     -   1.00000159  x   0.99987632  =   0.99987791
 DG4085
 DG4085                          SUPERSEDED SURVEY CONTROL
 DG4085
 DG4085  NAD 83(CORS)-  29 37 42.69302(N)    095 24 41.74696(W) AD(2002.00) c
 DG4085  ELLIP H (08/??/03)  -10.08   (m)                       GP(2002.00) c c
 DG4085
 DG4085.Superseded values are not recommended for survey control.
 DG4085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4085.See file dsdata.txt to determine how the superseded data were derived.
 DG4085
 DG4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6651080054(NAD 83)
 DG4085_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4085
 DG4085                          STATION DESCRIPTION
 DG4085
 DG4085'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4085'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4085'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4085'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4085'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4085'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8775 ***********************************************************************
 DF8775  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8775  DESIGNATION -  HOUSTON 3 COOP CORS ARP
 DF8775  CORS_ID     -  COH3
 DF8775  PID         -  DF8775
 DF8775  STATE/COUNTY-  TX/HARRIS
 DF8775  USGS QUAD   -  PARK PLACE (1995)
 DF8775
 DF8775                         *CURRENT SURVEY CONTROL
 DF8775  ___________________________________________________________________
 DF8775* NAD 83(CORS)-  29 38 36.39357(N)    095 15 46.86577(W)     ADJUSTED  
 DF8775* NAVD 88     -                                                        
 DF8775  ___________________________________________________________________
 DF8775  EPOCH DATE  -        2002.00
 DF8775  X           -    -508,897.046 (meters)                     COMP
 DF8775  Y           -  -5,524,510.346 (meters)                     COMP
 DF8775  Z           -   3,136,076.446 (meters)                     COMP
 DF8775  ELLIP HEIGHT-         -14.30  (meters)          (01/??/06) GPS OBS
 DF8775  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DF8775
 DF8775  HORZ ORDER  -  SPECIAL (CORS)
 DF8775  ELLP ORDER  -  SPECIAL (CORS)
 DF8775
 DF8775.ITRF positions are available for this station.
 DF8775.The coordinates were established by GPS observations
 DF8775.and adjusted by the National Geodetic Survey in January 2006..
 DF8775.The coordinates are valid at the epoch date displayed above.
 DF8775.The epoch date for horizontal control is a decimal equivalence
 DF8775.of Year/Month/Day.
 DF8775
 DF8775
 DF8775.The PID for the CORS L1 Phase Center is DG4086.
 DF8775
 DF8775.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8775
 DF8775.The ellipsoidal height was determined by GPS observations
 DF8775.and is referenced to NAD 83.
 DF8775
 DF8775.The geoid height was determined by GEOID03.
 DF8775
 DF8775;                    North         East     Units Scale Factor Converg.
 DF8775;SPC TXSC     - 4,206,388.720   961,743.624   MT  0.99987769   +1 49 50.9
 DF8775;SPC TXSC     -13,800,460.33  3,155,320.54   sFT  0.99987769   +1 49 50.9
 DF8775
 DF8775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8775!SPC TXSC     -   1.00000225  x   0.99987769  =   0.99987994
 DF8775
 DF8775                          SUPERSEDED SURVEY CONTROL
 DF8775
 DF8775  NAD 83(CORS)-  29 38 36.39356(N)    095 15 46.86585(W) AD(2002.00) c
 DF8775  ELLIP H (08/??/03)  -14.28   (m)                       GP(2002.00) c c
 DF8775
 DF8775.Superseded values are not recommended for survey control.
 DF8775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8775.See file dsdata.txt to determine how the superseded data were derived.
 DF8775
 DF8775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8093281417(NAD 83)
 DF8775_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8775
 DF8775                          STATION DESCRIPTION
 DF8775
 DF8775'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DF8775'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF8775'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF8775'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF8775'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF8775'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4086 ***********************************************************************
 DG4086  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4086  DESIGNATION -  HOUSTON 3 COOP CORS L1 PHASE CENTER
 DG4086  CORS_ID     -  COH3
 DG4086  PID         -  DG4086
 DG4086  STATE/COUNTY-  TX/HARRIS
 DG4086  USGS QUAD   -  PARK PLACE (1995)
 DG4086
 DG4086                         *CURRENT SURVEY CONTROL
 DG4086  ___________________________________________________________________
 DG4086* NAD 83(CORS)-  29 38 36.39358(N)    095 15 46.86575(W)     ADJUSTED  
 DG4086* NAVD 88     -                                                        
 DG4086  ___________________________________________________________________
 DG4086  EPOCH DATE  -        2002.00
 DG4086  X           -    -508,897.051 (meters)                     COMP
 DG4086  Y           -  -5,524,510.406 (meters)                     COMP
 DG4086  Z           -   3,136,076.481 (meters)                     COMP
 DG4086  ELLIP HEIGHT-         -14.23  (meters)          (01/??/06) GPS OBS
 DG4086  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DG4086
 DG4086  HORZ ORDER  -  SPECIAL (CORS)
 DG4086  ELLP ORDER  -  SPECIAL (CORS)
 DG4086
 DG4086.ITRF positions are available for this station.
 DG4086.The coordinates were established by GPS observations
 DG4086.and adjusted by the National Geodetic Survey in January 2006..
 DG4086.The coordinates are valid at the epoch date displayed above.
 DG4086.The epoch date for horizontal control is a decimal equivalence
 DG4086.of Year/Month/Day.
 DG4086
 DG4086
 DG4086.The PID for the CORS ARP is DF8775.
 DG4086
 DG4086.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4086
 DG4086.The ellipsoidal height was determined by GPS observations
 DG4086.and is referenced to NAD 83.
 DG4086
 DG4086.The geoid height was determined by GEOID03.
 DG4086
 DG4086;                    North         East     Units Scale Factor Converg.
 DG4086;SPC TXSC     - 4,206,388.720   961,743.624   MT  0.99987769   +1 49 50.9
 DG4086;SPC TXSC     -13,800,460.33  3,155,320.54   sFT  0.99987769   +1 49 50.9
 DG4086
 DG4086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4086!SPC TXSC     -   1.00000223  x   0.99987769  =   0.99987992
 DG4086
 DG4086                          SUPERSEDED SURVEY CONTROL
 DG4086
 DG4086  NAD 83(CORS)-  29 38 36.39357(N)    095 15 46.86583(W) AD(2002.00) c
 DG4086  ELLIP H (08/??/03)  -14.21   (m)                       GP(2002.00) c c
 DG4086
 DG4086.Superseded values are not recommended for survey control.
 DG4086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4086.See file dsdata.txt to determine how the superseded data were derived.
 DG4086
 DG4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8093281417(NAD 83)
 DG4086_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4086
 DG4086                          STATION DESCRIPTION
 DG4086
 DG4086'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4086'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4086'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4086'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4086'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4086'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8777 ***********************************************************************
 DF8777  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8777  DESIGNATION -  HOUSTON 4 COOP CORS ARP
 DF8777  CORS_ID     -  COH4
 DF8777  PID         -  DF8777
 DF8777  STATE/COUNTY-  TX/HARRIS
 DF8777  USGS QUAD   -  JACINTO CITY (1982)
 DF8777
 DF8777                         *CURRENT SURVEY CONTROL
 DF8777  ___________________________________________________________________
 DF8777* NAD 83(CORS)-  29 46 59.38820(N)    095 12 54.57198(W)     ADJUSTED  
 DF8777* NAVD 88     -                                                        
 DF8777  ___________________________________________________________________
 DF8777  EPOCH DATE  -        2002.00
 DF8777  X           -    -503,584.209 (meters)                     COMP
 DF8777  Y           -  -5,517,286.019 (meters)                     COMP
 DF8777  Z           -   3,149,526.230 (meters)                     COMP
 DF8777  ELLIP HEIGHT-         -17.35  (meters)          (01/??/06) GPS OBS
 DF8777  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DF8777
 DF8777  HORZ ORDER  -  SPECIAL (CORS)
 DF8777  ELLP ORDER  -  SPECIAL (CORS)
 DF8777
 DF8777.ITRF positions are available for this station.
 DF8777.The coordinates were established by GPS observations
 DF8777.and adjusted by the National Geodetic Survey in January 2006..
 DF8777.The coordinates are valid at the epoch date displayed above.
 DF8777.The epoch date for horizontal control is a decimal equivalence
 DF8777.of Year/Month/Day.
 DF8777
 DF8777
 DF8777.The PID for the CORS L1 Phase Center is DG4087.
 DF8777
 DF8777.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8777
 DF8777.The ellipsoidal height was determined by GPS observations
 DF8777.and is referenced to NAD 83.
 DF8777
 DF8777.The geoid height was determined by GEOID03.
 DF8777
 DF8777;                    North         East     Units Scale Factor Converg.
 DF8777;SPC TXSC     - 4,222,015.527   965,873.776   MT  0.99989374   +1 51 15.3
 DF8777;SPC TXSC     -13,851,729.27  3,168,870.88   sFT  0.99989374   +1 51 15.3
 DF8777
 DF8777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8777!SPC TXSC     -   1.00000272  x   0.99989374  =   0.99989646
 DF8777
 DF8777                          SUPERSEDED SURVEY CONTROL
 DF8777
 DF8777  NAD 83(CORS)-  29 46 59.38814(N)    095 12 54.57221(W) AD(2002.00) c
 DF8777  ELLIP H (08/??/03)  -17.34   (m)                       GP(2002.00) c c
 DF8777
 DF8777.Superseded values are not recommended for survey control.
 DF8777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8777.See file dsdata.txt to determine how the superseded data were derived.
 DF8777
 DF8777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8586396815(NAD 83)
 DF8777_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8777
 DF8777                          STATION DESCRIPTION
 DF8777
 DF8777'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DF8777'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF8777'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF8777'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF8777'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF8777'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4087 ***********************************************************************
 DG4087  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4087  DESIGNATION -  HOUSTON 4 COOP CORS L1 PHASE CENTER
 DG4087  CORS_ID     -  COH4
 DG4087  PID         -  DG4087
 DG4087  STATE/COUNTY-  TX/HARRIS
 DG4087  USGS QUAD   -  JACINTO CITY (1982)
 DG4087
 DG4087                         *CURRENT SURVEY CONTROL
 DG4087  ___________________________________________________________________
 DG4087* NAD 83(CORS)-  29 46 59.38821(N)    095 12 54.57196(W)     ADJUSTED  
 DG4087* NAVD 88     -                                                        
 DG4087  ___________________________________________________________________
 DG4087  EPOCH DATE  -        2002.00
 DG4087  X           -    -503,584.214 (meters)                     COMP
 DG4087  Y           -  -5,517,286.079 (meters)                     COMP
 DG4087  Z           -   3,149,526.265 (meters)                     COMP
 DG4087  ELLIP HEIGHT-         -17.28  (meters)          (01/??/06) GPS OBS
 DG4087  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DG4087
 DG4087  HORZ ORDER  -  SPECIAL (CORS)
 DG4087  ELLP ORDER  -  SPECIAL (CORS)
 DG4087
 DG4087.ITRF positions are available for this station.
 DG4087.The coordinates were established by GPS observations
 DG4087.and adjusted by the National Geodetic Survey in January 2006..
 DG4087.The coordinates are valid at the epoch date displayed above.
 DG4087.The epoch date for horizontal control is a decimal equivalence
 DG4087.of Year/Month/Day.
 DG4087
 DG4087
 DG4087.The PID for the CORS ARP is DF8777.
 DG4087
 DG4087.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4087
 DG4087.The ellipsoidal height was determined by GPS observations
 DG4087.and is referenced to NAD 83.
 DG4087
 DG4087.The geoid height was determined by GEOID03.
 DG4087
 DG4087;                    North         East     Units Scale Factor Converg.
 DG4087;SPC TXSC     - 4,222,015.528   965,873.776   MT  0.99989374   +1 51 15.3
 DG4087;SPC TXSC     -13,851,729.28  3,168,870.88   sFT  0.99989374   +1 51 15.3
 DG4087
 DG4087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4087!SPC TXSC     -   1.00000271  x   0.99989374  =   0.99989645
 DG4087
 DG4087                          SUPERSEDED SURVEY CONTROL
 DG4087
 DG4087  NAD 83(CORS)-  29 46 59.38815(N)    095 12 54.57219(W) AD(2002.00) c
 DG4087  ELLIP H (08/??/03)  -17.27   (m)                       GP(2002.00) c c
 DG4087
 DG4087.Superseded values are not recommended for survey control.
 DG4087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4087.See file dsdata.txt to determine how the superseded data were derived.
 DG4087
 DG4087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8586396815(NAD 83)
 DG4087_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4087
 DG4087                          STATION DESCRIPTION
 DG4087
 DG4087'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4087'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4087'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4087'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4087'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4087'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8779 ***********************************************************************
 DF8779  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8779  DESIGNATION -  HOUSTON 5 COOP CORS ARP
 DF8779  CORS_ID     -  COH5
 DF8779  PID         -  DF8779
 DF8779  STATE/COUNTY-  TX/HARRIS
 DF8779  USGS QUAD   -  SETTEGAST (1995)
 DF8779
 DF8779                         *CURRENT SURVEY CONTROL
 DF8779  ___________________________________________________________________
 DF8779* NAD 83(CORS)-  29 50 40.25912(N)    095 16 29.90968(W)     ADJUSTED  
 DF8779* NAVD 88     -                                                        
 DF8779  ___________________________________________________________________
 DF8779  EPOCH DATE  -        2002.00
 DF8779  X           -    -509,033.370 (meters)                     COMP
 DF8779  Y           -  -5,513,393.823 (meters)                     COMP
 DF8779  Z           -   3,155,429.054 (meters)                     COMP
 DF8779  ELLIP HEIGHT-         -13.26  (meters)          (01/??/06) GPS OBS
 DF8779  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DF8779
 DF8779  HORZ ORDER  -  SPECIAL (CORS)
 DF8779  ELLP ORDER  -  SPECIAL (CORS)
 DF8779
 DF8779.ITRF positions are available for this station.
 DF8779.The coordinates were established by GPS observations
 DF8779.and adjusted by the National Geodetic Survey in January 2006..
 DF8779.The coordinates are valid at the epoch date displayed above.
 DF8779.The epoch date for horizontal control is a decimal equivalence
 DF8779.of Year/Month/Day.
 DF8779
 DF8779
 DF8779.The PID for the CORS L1 Phase Center is DG4088.
 DF8779
 DF8779.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8779
 DF8779.The ellipsoidal height was determined by GPS observations
 DF8779.and is referenced to NAD 83.
 DF8779
 DF8779.The geoid height was determined by GEOID03.
 DF8779
 DF8779;                    North         East     Units Scale Factor Converg.
 DF8779;SPC TXSC     - 4,228,626.674   959,876.880   MT  0.99990267   +1 49 29.8
 DF8779;SPC TXSC     -13,873,419.35  3,149,196.06   sFT  0.99990267   +1 49 29.8
 DF8779
 DF8779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8779!SPC TXSC     -   1.00000208  x   0.99990267  =   0.99990475
 DF8779
 DF8779                          SUPERSEDED SURVEY CONTROL
 DF8779
 DF8779  NAD 83(CORS)-  29 50 40.25894(N)    095 16 29.91005(W) AD(2002.00) c
 DF8779  ELLIP H (08/??/03)  -13.24   (m)                       GP(2002.00) c c
 DF8779
 DF8779.Superseded values are not recommended for survey control.
 DF8779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8779.See file dsdata.txt to determine how the superseded data were derived.
 DF8779
 DF8779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8021303729(NAD 83)
 DF8779_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8779
 DF8779                          STATION DESCRIPTION
 DF8779
 DF8779'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DF8779'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF8779'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF8779'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF8779'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF8779'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4088 ***********************************************************************
 DG4088  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4088  DESIGNATION -  HOUSTON 5 COOP CORS L1 PHASE CENTER
 DG4088  CORS_ID     -  COH5
 DG4088  PID         -  DG4088
 DG4088  STATE/COUNTY-  TX/HARRIS
 DG4088  USGS QUAD   -  SETTEGAST (1995)
 DG4088
 DG4088                         *CURRENT SURVEY CONTROL
 DG4088  ___________________________________________________________________
 DG4088* NAD 83(CORS)-  29 50 40.25913(N)    095 16 29.90966(W)     ADJUSTED  
 DG4088* NAVD 88     -                                                        
 DG4088  ___________________________________________________________________
 DG4088  EPOCH DATE  -        2002.00
 DG4088  X           -    -509,033.375 (meters)                     COMP
 DG4088  Y           -  -5,513,393.883 (meters)                     COMP
 DG4088  Z           -   3,155,429.089 (meters)                     COMP
 DG4088  ELLIP HEIGHT-         -13.19  (meters)          (01/??/06) GPS OBS
 DG4088  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DG4088
 DG4088  HORZ ORDER  -  SPECIAL (CORS)
 DG4088  ELLP ORDER  -  SPECIAL (CORS)
 DG4088
 DG4088.ITRF positions are available for this station.
 DG4088.The coordinates were established by GPS observations
 DG4088.and adjusted by the National Geodetic Survey in January 2006..
 DG4088.The coordinates are valid at the epoch date displayed above.
 DG4088.The epoch date for horizontal control is a decimal equivalence
 DG4088.of Year/Month/Day.
 DG4088
 DG4088
 DG4088.The PID for the CORS ARP is DF8779.
 DG4088
 DG4088.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4088
 DG4088.The ellipsoidal height was determined by GPS observations
 DG4088.and is referenced to NAD 83.
 DG4088
 DG4088.The geoid height was determined by GEOID03.
 DG4088
 DG4088;                    North         East     Units Scale Factor Converg.
 DG4088;SPC TXSC     - 4,228,626.675   959,876.881   MT  0.99990267   +1 49 29.8
 DG4088;SPC TXSC     -13,873,419.35  3,149,196.07   sFT  0.99990267   +1 49 29.8
 DG4088
 DG4088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4088!SPC TXSC     -   1.00000207  x   0.99990267  =   0.99990474
 DG4088
 DG4088                          SUPERSEDED SURVEY CONTROL
 DG4088
 DG4088  NAD 83(CORS)-  29 50 40.25895(N)    095 16 29.91003(W) AD(2002.00) c
 DG4088  ELLIP H (08/??/03)  -13.17   (m)                       GP(2002.00) c c
 DG4088
 DG4088.Superseded values are not recommended for survey control.
 DG4088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4088.See file dsdata.txt to determine how the superseded data were derived.
 DG4088
 DG4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8021303729(NAD 83)
 DG4088_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4088
 DG4088                          STATION DESCRIPTION
 DG4088
 DG4088'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4088'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4088'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4088'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4088'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4088'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6697 ***********************************************************************
 AW6697  DESIGNATION -  HOUSTON 5TH AND WARD ST TANK
 AW6697  PID         -  AW6697
 AW6697  STATE/COUNTY-  TX/HARRIS
 AW6697  USGS QUAD   -  SETTEGAST (1995)
 AW6697
 AW6697                         *CURRENT SURVEY CONTROL
 AW6697  ___________________________________________________________________
 AW6697* NAD 83(1993)-  29 47 13.58670(N)    095 20 47.11477(W)     ADJUSTED  
 AW6697* NAVD 88     -                                                        
 AW6697  ___________________________________________________________________
 AW6697  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW6697  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW6697
 AW6697  HORZ ORDER  -  THIRD
 AW6697
 AW6697.The horizontal coordinates were established by classical geodetic methods
 AW6697.and adjusted by the National Geodetic Survey in February 1996..
 AW6697
 AW6697
 AW6697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6697
 AW6697.The geoid height was determined by GEOID03.
 AW6697
 AW6697;                    North         East     Units Scale Factor Converg.
 AW6697;SPC TXSC     - 4,222,048.932   953,175.474   MT  0.99989428   +1 47 23.8
 AW6697;SPC TXSC     -13,851,838.87  3,127,209.87   sFT  0.99989428   +1 47 23.8
 AW6697;UTM  15      - 3,297,503.600   273,179.325   MT  1.00023482   -1 09 58.1
 AW6697
 AW6697                          SUPERSEDED SURVEY CONTROL
 AW6697
 AW6697  NAD 83(1986)-  29 47 13.60115(N)    095 20 47.09586(W) AD(       ) 4
 AW6697  NAD 27      -  29 47 12.78365(N)    095 20 46.32094(W) AD(       ) 3
 AW6697
 AW6697.Superseded values are not recommended for survey control.
 AW6697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6697.See file dsdata.txt to determine how the superseded data were derived.
 AW6697
 AW6697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7317997504(NAD 83)
 AW6697_MARKER: 53 = ELEVATED TANK
 AW6697
 AW6697  HISTORY     - Date     Condition        Report By
 AW6697  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6697
 AW6697                          STATION DESCRIPTION
 AW6697
 AW6697'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6697'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF THE CENTER
 AW6697'OF HOUSTON AND AT QUITMAN STREET 2400 AND WEST STREET 2300.
 AW6697'
 AW6697'IT IS A WATER TANK WITH FOUR LACED CHANNEL STEEL LEGS AND HAS A
 AW6697'CONICAL ROOF AND A HEMISPHERICAL BOTTOM, SILVER IN COLOR WITH BLACK
 AW6697'LETTERING GULF ATLANTIC WAREHOUSE CO PAINTED ON THE SOUTH SIDE OF
 AW6697'THE TANK.  THE TANK HAS AN OVER-ALL HEIGHT OF 136 FEET.  THE TANK
 AW6697'WAS BUILT IN 1916 OR 1917.
 AW6697'
 AW6697'THE POINT OF INTERSECTION WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8781 ***********************************************************************
 DF8781  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8781  DESIGNATION -  HOUSTON 6 COOP CORS ARP
 DF8781  CORS_ID     -  COH6
 DF8781  PID         -  DF8781
 DF8781  STATE/COUNTY-  TX/HARRIS
 DF8781  USGS QUAD   -  MOONSHINE HILL (1980)
 DF8781
 DF8781                         *CURRENT SURVEY CONTROL
 DF8781  ___________________________________________________________________
 DF8781* NAD 83(CORS)-  30 02 23.04054(N)    095 11 05.26853(W)     ADJUSTED  
 DF8781* NAVD 88     -                                                        
 DF8781  ___________________________________________________________________
 DF8781  EPOCH DATE  -        2002.00
 DF8781  X           -    -499,379.448 (meters)                     COMP
 DF8781  Y           -  -5,503,434.996 (meters)                     COMP
 DF8781  Z           -   3,174,182.963 (meters)                     COMP
 DF8781  ELLIP HEIGHT-          -8.94  (meters)          (01/??/06) GPS OBS
 DF8781  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DF8781
 DF8781  HORZ ORDER  -  SPECIAL (CORS)
 DF8781  ELLP ORDER  -  SPECIAL (CORS)
 DF8781
 DF8781.ITRF positions are available for this station.
 DF8781.The coordinates were established by GPS observations
 DF8781.and adjusted by the National Geodetic Survey in January 2006..
 DF8781.The coordinates are valid at the epoch date displayed above.
 DF8781.The epoch date for horizontal control is a decimal equivalence
 DF8781.of Year/Month/Day.
 DF8781
 DF8781
 DF8781.The PID for the CORS L1 Phase Center is DG4089.
 DF8781
 DF8781.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8781
 DF8781.The ellipsoidal height was determined by GPS observations
 DF8781.and is referenced to NAD 83.
 DF8781
 DF8781.The geoid height was determined by GEOID03.
 DF8781
 DF8781;                    North         East     Units Scale Factor Converg.
 DF8781;SPC TXSC     - 4,250,534.372   967,880.219   MT  0.99993871   +1 52 08.8
 DF8781;SPC TXSC     -13,945,294.85  3,175,453.69   sFT  0.99993871   +1 52 08.8
 DF8781
 DF8781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8781!SPC TXSC     -   1.00000140  x   0.99993871  =   0.99994011
 DF8781
 DF8781                          SUPERSEDED SURVEY CONTROL
 DF8781
 DF8781  NAD 83(CORS)-  30 02 23.04049(N)    095 11 05.26865(W) AD(2002.00) c
 DF8781  ELLIP H (08/??/03)   -8.91   (m)                       GP(2002.00) c c
 DF8781
 DF8781.Superseded values are not recommended for survey control.
 DF8781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8781.See file dsdata.txt to determine how the superseded data were derived.
 DF8781
 DF8781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8934025199(NAD 83)
 DF8781_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8781
 DF8781                          STATION DESCRIPTION
 DF8781
 DF8781'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DF8781'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF8781'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF8781'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF8781'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF8781'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4089 ***********************************************************************
 DG4089  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4089  DESIGNATION -  HOUSTON 6 COOP CORS L1 PHASE CENTER
 DG4089  CORS_ID     -  COH6
 DG4089  PID         -  DG4089
 DG4089  STATE/COUNTY-  TX/HARRIS
 DG4089  USGS QUAD   -  MOONSHINE HILL (1980)
 DG4089
 DG4089                         *CURRENT SURVEY CONTROL
 DG4089  ___________________________________________________________________
 DG4089* NAD 83(CORS)-  30 02 23.04055(N)    095 11 05.26851(W)     ADJUSTED  
 DG4089* NAVD 88     -                                                        
 DG4089  ___________________________________________________________________
 DG4089  EPOCH DATE  -        2002.00
 DG4089  X           -    -499,379.453 (meters)                     COMP
 DG4089  Y           -  -5,503,435.057 (meters)                     COMP
 DG4089  Z           -   3,174,182.998 (meters)                     COMP
 DG4089  ELLIP HEIGHT-          -8.87  (meters)          (01/??/06) GPS OBS
 DG4089  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DG4089
 DG4089  HORZ ORDER  -  SPECIAL (CORS)
 DG4089  ELLP ORDER  -  SPECIAL (CORS)
 DG4089
 DG4089.ITRF positions are available for this station.
 DG4089.The coordinates were established by GPS observations
 DG4089.and adjusted by the National Geodetic Survey in January 2006..
 DG4089.The coordinates are valid at the epoch date displayed above.
 DG4089.The epoch date for horizontal control is a decimal equivalence
 DG4089.of Year/Month/Day.
 DG4089
 DG4089
 DG4089.The PID for the CORS ARP is DF8781.
 DG4089
 DG4089.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4089
 DG4089.The ellipsoidal height was determined by GPS observations
 DG4089.and is referenced to NAD 83.
 DG4089
 DG4089.The geoid height was determined by GEOID03.
 DG4089
 DG4089;                    North         East     Units Scale Factor Converg.
 DG4089;SPC TXSC     - 4,250,534.372   967,880.219   MT  0.99993871   +1 52 08.8
 DG4089;SPC TXSC     -13,945,294.85  3,175,453.69   sFT  0.99993871   +1 52 08.8
 DG4089
 DG4089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4089!SPC TXSC     -   1.00000139  x   0.99993871  =   0.99994010
 DG4089
 DG4089                          SUPERSEDED SURVEY CONTROL
 DG4089
 DG4089  NAD 83(CORS)-  30 02 23.04050(N)    095 11 05.26863(W) AD(2002.00) c
 DG4089  ELLIP H (08/??/03)   -8.84   (m)                       GP(2002.00) c c
 DG4089
 DG4089.Superseded values are not recommended for survey control.
 DG4089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4089.See file dsdata.txt to determine how the superseded data were derived.
 DG4089
 DG4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8934025199(NAD 83)
 DG4089_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4089
 DG4089                          STATION DESCRIPTION
 DG4089
 DG4089'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4089'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4089'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4089'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4089'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4089'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8783 ***********************************************************************
 DF8783  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8783  DESIGNATION -  HOUSTON 7 COOP CORS ARP
 DF8783  CORS_ID     -  COH7
 DF8783  PID         -  DF8783
 DF8783  STATE/COUNTY-  TX/HARRIS
 DF8783  USGS QUAD   -  ALDINE (1995)
 DF8783
 DF8783                         *CURRENT SURVEY CONTROL
 DF8783  ___________________________________________________________________
 DF8783* NAD 83(CORS)-  29 52 38.12914(N)    095 29 47.75747(W)     ADJUSTED  
 DF8783* NAVD 88     -                                                        
 DF8783  ___________________________________________________________________
 DF8783  EPOCH DATE  -        2002.00
 DF8783  X           -    -530,183.717 (meters)                     COMP
 DF8783  Y           -  -5,509,596.056 (meters)                     COMP
 DF8783  Z           -   3,158,583.083 (meters)                     COMP
 DF8783  ELLIP HEIGHT-          -0.27  (meters)          (01/??/06) GPS OBS
 DF8783  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DF8783
 DF8783  HORZ ORDER  -  SPECIAL (CORS)
 DF8783  ELLP ORDER  -  SPECIAL (CORS)
 DF8783
 DF8783.ITRF positions are available for this station.
 DF8783.The coordinates were established by GPS observations
 DF8783.and adjusted by the National Geodetic Survey in January 2006..
 DF8783.The coordinates are valid at the epoch date displayed above.
 DF8783.The epoch date for horizontal control is a decimal equivalence
 DF8783.of Year/Month/Day.
 DF8783
 DF8783
 DF8783.The PID for the CORS L1 Phase Center is DG4090.
 DF8783
 DF8783.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8783
 DF8783.The ellipsoidal height was determined by GPS observations
 DF8783.and is referenced to NAD 83.
 DF8783
 DF8783.The geoid height was determined by GEOID03.
 DF8783
 DF8783;                    North         East     Units Scale Factor Converg.
 DF8783;SPC TXSC     - 4,231,592.427   938,363.528   MT  0.99990790   +1 42 58.9
 DF8783;SPC TXSC     -13,883,149.49  3,078,614.34   sFT  0.99990790   +1 42 58.9
 DF8783
 DF8783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8783!SPC TXSC     -   1.00000004  x   0.99990790  =   0.99990794
 DF8783
 DF8783                          SUPERSEDED SURVEY CONTROL
 DF8783
 DF8783  NAD 83(CORS)-  29 52 38.12885(N)    095 29 47.75773(W) AD(2002.00) c
 DF8783  ELLIP H (08/??/03)   -0.23   (m)                       GP(2002.00) c c
 DF8783
 DF8783.Superseded values are not recommended for survey control.
 DF8783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8783.See file dsdata.txt to determine how the superseded data were derived.
 DF8783
 DF8783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5887407803(NAD 83)
 DF8783_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8783
 DF8783                          STATION DESCRIPTION
 DF8783
 DF8783'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DF8783'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF8783'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF8783'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF8783'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF8783'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4090 ***********************************************************************
 DG4090  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4090  DESIGNATION -  HOUSTON 7 COOP CORS L1 PHASE CENTER
 DG4090  CORS_ID     -  COH7
 DG4090  PID         -  DG4090
 DG4090  STATE/COUNTY-  TX/HARRIS
 DG4090  USGS QUAD   -  ALDINE (1995)
 DG4090
 DG4090                         *CURRENT SURVEY CONTROL
 DG4090  ___________________________________________________________________
 DG4090* NAD 83(CORS)-  29 52 38.12915(N)    095 29 47.75745(W)     ADJUSTED  
 DG4090* NAVD 88     -                                                        
 DG4090  ___________________________________________________________________
 DG4090  EPOCH DATE  -        2002.00
 DG4090  X           -    -530,183.723 (meters)                     COMP
 DG4090  Y           -  -5,509,596.125 (meters)                     COMP
 DG4090  Z           -   3,158,583.123 (meters)                     COMP
 DG4090  ELLIP HEIGHT-          -0.19  (meters)          (01/??/06) GPS OBS
 DG4090  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DG4090
 DG4090  HORZ ORDER  -  SPECIAL (CORS)
 DG4090  ELLP ORDER  -  SPECIAL (CORS)
 DG4090
 DG4090.ITRF positions are available for this station.
 DG4090.The coordinates were established by GPS observations
 DG4090.and adjusted by the National Geodetic Survey in January 2006..
 DG4090.The coordinates are valid at the epoch date displayed above.
 DG4090.The epoch date for horizontal control is a decimal equivalence
 DG4090.of Year/Month/Day.
 DG4090
 DG4090
 DG4090.The PID for the CORS ARP is DF8783.
 DG4090
 DG4090.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4090
 DG4090.The ellipsoidal height was determined by GPS observations
 DG4090.and is referenced to NAD 83.
 DG4090
 DG4090.The geoid height was determined by GEOID03.
 DG4090
 DG4090;                    North         East     Units Scale Factor Converg.
 DG4090;SPC TXSC     - 4,231,592.428   938,363.528   MT  0.99990790   +1 42 58.9
 DG4090;SPC TXSC     -13,883,149.49  3,078,614.34   sFT  0.99990790   +1 42 58.9
 DG4090
 DG4090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4090!SPC TXSC     -   1.00000003  x   0.99990790  =   0.99990793
 DG4090
 DG4090                          SUPERSEDED SURVEY CONTROL
 DG4090
 DG4090  NAD 83(CORS)-  29 52 38.12886(N)    095 29 47.75771(W) AD(2002.00) c
 DG4090  ELLIP H (08/??/03)   -0.16   (m)                       GP(2002.00) c c
 DG4090
 DG4090.Superseded values are not recommended for survey control.
 DG4090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4090.See file dsdata.txt to determine how the superseded data were derived.
 DG4090
 DG4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5887407803(NAD 83)
 DG4090_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4090
 DG4090                          STATION DESCRIPTION
 DG4090
 DG4090'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4090'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4090'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4090'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4090'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4090'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6733 ***********************************************************************
 AW6733  DESIGNATION -  HOUSTON ALL SS CATH CH SPIRE
 AW6733  PID         -  AW6733
 AW6733  STATE/COUNTY-  TX/HARRIS
 AW6733  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6733
 AW6733                         *CURRENT SURVEY CONTROL
 AW6733  ___________________________________________________________________
 AW6733* NAD 83(1993)-  29 47 20.45389(N)    095 23 46.34394(W)     ADJUSTED  
 AW6733* NAVD 88     -                                                        
 AW6733  ___________________________________________________________________
 AW6733  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW6733  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW6733
 AW6733  HORZ ORDER  -  THIRD
 AW6733
 AW6733.The horizontal coordinates were established by classical geodetic methods
 AW6733.and adjusted by the National Geodetic Survey in February 1996..
 AW6733
 AW6733
 AW6733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6733
 AW6733.The geoid height was determined by GEOID03.
 AW6733
 AW6733;                    North         East     Units Scale Factor Converg.
 AW6733;SPC TXSC     - 4,222,110.937   948,357.911   MT  0.99989455   +1 45 56.0
 AW6733;SPC TXSC     -13,852,042.30  3,111,404.25   sFT  0.99989455   +1 45 56.0
 AW6733;UTM  15      - 3,297,814.096   268,369.669   MT  1.00026203   -1 11 27.5
 AW6733
 AW6733                          SUPERSEDED SURVEY CONTROL
 AW6733
 AW6733  NAD 83(1986)-  29 47 20.46830(N)    095 23 46.32523(W) AD(       ) 4
 AW6733  NAD 27      -  29 47 19.64950(N)    095 23 45.54527(W) AD(       ) 3
 AW6733
 AW6733.Superseded values are not recommended for survey control.
 AW6733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6733.See file dsdata.txt to determine how the superseded data were derived.
 AW6733
 AW6733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6837097814(NAD 83)
 AW6733_MARKER: 90 = CHURCH SPIRE
 AW6733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6733+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2004
 AW6733
 AW6733  HISTORY     - Date     Condition        Report By
 AW6733  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6733  HISTORY     - 20040326 GOOD             USPSQD
 AW6733
 AW6733                          STATION DESCRIPTION
 AW6733
 AW6733'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6733'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF THE CENTER OF
 AW6733'HOUSTON IN THE NORTHEAST ANGLE OF THE INTERSECTION OF E. 10TH AND
 AW6733'HARVARD.
 AW6733'
 AW6733'THE SPIRE IS LOCATED ON THE SOUTHWEST CORNER OF THE BUILDING.  THE
 AW6733'BUILDING AND LOWER PORTION OF THE SPIRE IS CONSTRUCTED OF BROWN
 AW6733'COLORED BRICK.  THERE ARE TWO WINDOW-LIKE OPENINGS ON ALL FOUR
 AW6733'SIDES OF THE SPIRE JUST UNDER THE CONE.  THE CONE IS MADE OF BROWN
 AW6733'COLORED SHINGLES AND THERE IS A WHITE CROSS ON THE TOP.  THE
 AW6733'OVER-ALL HEIGHT IS APPROXIMATELY 103 FEET.
 AW6733'
 AW6733'THE POINT INTERSECTED WAS THE BASE OF THE CROSS.
 AW6733
 AW6733                          STATION RECOVERY (2004)
 AW6733
 AW6733'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6605 ***********************************************************************
 AW6605  DESIGNATION -  HOUSTON ALLIED TOWER CO MAST
 AW6605  PID         -  AW6605
 AW6605  STATE/COUNTY-  TX/HARRIS
 AW6605  USGS QUAD   -  BELLAIRE (1995)
 AW6605
 AW6605                         *CURRENT SURVEY CONTROL
 AW6605  ___________________________________________________________________
 AW6605* NAD 83(1993)-  29 39 27.62167(N)    095 25 31.86121(W)     ADJUSTED  
 AW6605* NAVD 88     -                                                        
 AW6605  ___________________________________________________________________
 AW6605  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW6605  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW6605
 AW6605  HORZ ORDER  -  THIRD
 AW6605
 AW6605.The horizontal coordinates were established by classical geodetic methods
 AW6605.and adjusted by the National Geodetic Survey in February 1996..
 AW6605
 AW6605
 AW6605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6605
 AW6605.The geoid height was determined by GEOID03.
 AW6605
 AW6605;                    North         East     Units Scale Factor Converg.
 AW6605;SPC TXSC     - 4,207,473.438   945,970.395   MT  0.99987905   +1 45 04.3
 AW6605;SPC TXSC     -13,804,019.10  3,103,571.20   sFT  0.99987905   +1 45 04.3
 AW6605;UTM  15      - 3,283,313.521   265,229.727   MT  1.00028012   -1 12 02.7
 AW6605
 AW6605                          SUPERSEDED SURVEY CONTROL
 AW6605
 AW6605  NAD 83(1986)-  29 39 27.63572(N)    095 25 31.84221(W) AD(       ) 4
 AW6605  NAD 27      -  29 39 26.80203(N)    095 25 31.05669(W) AD(       ) 3
 AW6605
 AW6605.Superseded values are not recommended for survey control.
 AW6605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6605.See file dsdata.txt to determine how the superseded data were derived.
 AW6605
 AW6605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6523083314(NAD 83)
 AW6605_MARKER: 42 = RADIO/TV MAST
 AW6605
 AW6605  HISTORY     - Date     Condition        Report By
 AW6605  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6605
 AW6605                          STATION DESCRIPTION
 AW6605
 AW6605'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6605'THE STATION IS LOCATED ABOUT 0.3 MILE EAST-NORTHEAST OF THE JUNCTION
 AW6605'OF HOLMES ROAD AND U.S. HIGHWAY 90A (SOUTH MAIN STREET) AND JUST
 AW6605'SOUTH OF 911 HOLMES ROAD.  THE OWNER AND THE CALL LETTERS OF THE
 AW6605'RADIO MAST WERE NOT VERIFIED.
 AW6605'
 AW6605'THE MAST IS A SINGLE COLUMN LACED STEEL STRUCTURE SUPPORTED BY GUY
 AW6605'CABLES.  IT IS PAINTED ALTERNATE RED AND WHITE AND HAS AN OVER-ALL
 AW6605'HEIGHT OF ABOUT 280 FEET.
 AW6605'
 AW6605'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6683 ***********************************************************************
 AW6683  DESIGNATION -  HOUSTON AMERICAN CAN CO TANK
 AW6683  PID         -  AW6683
 AW6683  STATE/COUNTY-  TX/HARRIS
 AW6683  USGS QUAD   -  SETTEGAST (1995)
 AW6683
 AW6683                         *CURRENT SURVEY CONTROL
 AW6683  ___________________________________________________________________
 AW6683* NAD 83(1993)-  29 45 42.79994(N)    095 18 43.87821(W)     ADJUSTED  
 AW6683* NAVD 88     -                                                        
 AW6683  ___________________________________________________________________
 AW6683  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6683  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6683
 AW6683  HORZ ORDER  -  THIRD
 AW6683
 AW6683.The horizontal coordinates were established by classical geodetic methods
 AW6683.and adjusted by the National Geodetic Survey in February 1996..
 AW6683
 AW6683
 AW6683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6683
 AW6683.The geoid height was determined by GEOID03.
 AW6683
 AW6683;                    North         East     Units Scale Factor Converg.
 AW6683;SPC TXSC     - 4,219,359.042   956,571.600   MT  0.99989092   +1 48 24.1
 AW6683;SPC TXSC     -13,843,013.79  3,138,351.99   sFT  0.99989092   +1 48 24.1
 AW6683;UTM  15      - 3,294,641.228   276,433.325   MT  1.00021673   -1 08 53.7
 AW6683
 AW6683                          SUPERSEDED SURVEY CONTROL
 AW6683
 AW6683  NAD 83(1986)-  29 45 42.81460(N)    095 18 43.85903(W) AD(       ) 4
 AW6683  NAD 27      -  29 45 41.99506(N)    095 18 43.08700(W) AD(       ) 3
 AW6683
 AW6683.Superseded values are not recommended for survey control.
 AW6683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6683.See file dsdata.txt to determine how the superseded data were derived.
 AW6683
 AW6683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7643394641(NAD 83)
 AW6683_MARKER: 53 = ELEVATED TANK
 AW6683
 AW6683  HISTORY     - Date     Condition        Report By
 AW6683  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6683  HISTORY     - 19950903 GOOD             USPSQD
 AW6683  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 AW6683
 AW6683                          STATION DESCRIPTION
 AW6683
 AW6683'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6683'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF THE CENTER OF
 AW6683'HOUSTON IN THE SOUTHEASTERN ANGLE OF THE INTERSECTION OF CLINTON
 AW6683'DRIVE AND LOCKWOOD DRIVE.  THE TANK IS OWNED AND ON THE PROPERTY OF
 AW6683'THE AMERICAN CAN COMPANY.
 AW6683'
 AW6683'IT IS SILVER IN COLOR WITH RED LETTERING AMERICAN CAN COMPANY
 AW6683'PAINTED ON THE SIDE OF THE TANK.  IT IS SUPPORTED BY FOUR BRIDGED
 AW6683'STEEL LEGS.  THE OVER-ALL HEIGHT IS 128 FEET.
 AW6683'
 AW6683'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
 AW6683
 AW6683                          STATION RECOVERY (1995)
 AW6683
 AW6683'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6683'RECOVERED IN GOOD CONDITION.
 AW6683
 AW6683                          STATION RECOVERY (1996)
 AW6683
 AW6683'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6699 ***********************************************************************
 AW6699  DESIGNATION -  HOUSTON ANNUNCIATION CH SPIRE
 AW6699  PID         -  AW6699
 AW6699  STATE/COUNTY-  TX/HARRIS
 AW6699  USGS QUAD   -  SETTEGAST (1995)
 AW6699
 AW6699                         *CURRENT SURVEY CONTROL
 AW6699  ___________________________________________________________________
 AW6699* NAD 83(1993)-  29 45 23.42414(N)    095 21 26.75436(W)     ADJUSTED  
 AW6699* NAVD 88     -                                                        
 AW6699  ___________________________________________________________________
 AW6699  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6699  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6699
 AW6699  HORZ ORDER  -  THIRD
 AW6699
 AW6699.The horizontal coordinates were established by classical geodetic methods
 AW6699.and adjusted by the National Geodetic Survey in February 1996..
 AW6699
 AW6699
 AW6699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6699
 AW6699.The geoid height was determined by GEOID03.
 AW6699
 AW6699;                    North         East     Units Scale Factor Converg.
 AW6699;SPC TXSC     - 4,218,625.695   952,217.054   MT  0.99989022   +1 47 04.3
 AW6699;SPC TXSC     -13,840,607.80  3,124,065.45   sFT  0.99989022   +1 47 04.3
 AW6699;UTM  15      - 3,294,133.169   272,045.280   MT  1.00024118   -1 10 13.9
 AW6699
 AW6699                          SUPERSEDED SURVEY CONTROL
 AW6699
 AW6699  NAD 83(1986)-  29 45 23.43851(N)    095 21 26.73518(W) AD(       ) 4
 AW6699  NAD 27      -  29 45 22.61735(N)    095 21 25.95867(W) AD(       ) 3
 AW6699
 AW6699.Superseded values are not recommended for survey control.
 AW6699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6699.See file dsdata.txt to determine how the superseded data were derived.
 AW6699
 AW6699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7204594133(NAD 83)
 AW6699_MARKER: 90 = CHURCH SPIRE
 AW6699
 AW6699  HISTORY     - Date     Condition        Report By
 AW6699  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6699  HISTORY     - 19931117 GOOD             USPSQD
 AW6699  HISTORY     - 20040325 GOOD             USPSQD
 AW6699
 AW6699                          STATION DESCRIPTION
 AW6699
 AW6699'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6699'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 AW6699'OF CRAWFORD STREET AND TEXAS AVENUE, DOWNTOWN HOUSTON.
 AW6699'
 AW6699'THE SPIRE IS MOUNTED ON TOP OF A LIGHT COLORED MASONARY BUILDING
 AW6699'WHICH HAS AN OVER-ALL HEIGHT OF 157 FEET.
 AW6699'
 AW6699'THE POINT INTERSECTED WAS THE GOLD COLORED BALL WHICH IS THE BASE
 AW6699'OF THE GOLD COLORED CROSS AT THE APEX OF THE SPIRE.
 AW6699
 AW6699                          STATION RECOVERY (1993)
 AW6699
 AW6699'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6699'RECOVERED IN GOOD CONDITION.
 AW6699
 AW6699                          STATION RECOVERY (2004)
 AW6699
 AW6699'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6596 ***********************************************************************
 AW6596  DESIGNATION -  HOUSTON ASTRONEEDLF
 AW6596  PID         -  AW6596
 AW6596  STATE/COUNTY-  TX/HARRIS
 AW6596  USGS QUAD   -  BELLAIRE (1995)
 AW6596
 AW6596                         *CURRENT SURVEY CONTROL
 AW6596  ___________________________________________________________________
 AW6596* NAD 83(1993)-  29 40 30.43111(N)    095 24 25.67978(W)     ADJUSTED  
 AW6596* NAVD 88     -                                                        
 AW6596  ___________________________________________________________________
 AW6596  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6596  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW6596
 AW6596  HORZ ORDER  -  THIRD
 AW6596
 AW6596.The horizontal coordinates were established by classical geodetic methods
 AW6596.and adjusted by the National Geodetic Survey in February 1996..
 AW6596
 AW6596
 AW6596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6596
 AW6596.The geoid height was determined by GEOID03.
 AW6596
 AW6596;                    North         East     Units Scale Factor Converg.
 AW6596;SPC TXSC     - 4,209,460.769   947,689.781   MT  0.99988081   +1 45 36.7
 AW6596;SPC TXSC     -13,810,539.21  3,109,212.22   sFT  0.99988081   +1 45 36.7
 AW6596;UTM  15      - 3,285,210.410   267,049.903   MT  1.00026961   -1 11 32.2
 AW6596
 AW6596                          SUPERSEDED SURVEY CONTROL
 AW6596
 AW6596  NAD 83(1986)-  29 40 30.44526(N)    095 24 25.66075(W) AD(       ) 4
 AW6596  NAD 27      -  29 40 29.61265(N)    095 24 24.87722(W) AD(       ) 3
 AW6596
 AW6596.Superseded values are not recommended for survey control.
 AW6596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6596.See file dsdata.txt to determine how the superseded data were derived.
 AW6596
 AW6596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6705085210(NAD 83)
 AW6596
 AW6596  HISTORY     - Date     Condition        Report By
 AW6596  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6596  HISTORY     - 19931030 GOOD             USPSQD
 AW6596  HISTORY     - 20040324 GOOD             USPSQD
 AW6596  HISTORY     - 20040325 GOOD             USPSQD
 AW6596
 AW6596                          STATION DESCRIPTION
 AW6596
 AW6596'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6596'THE STATION IS LOCATED IN SOUTH CENTRAL HOUSTON, 1/2 MILE SOUTH OF
 AW6596'THE HOUSTON DOMED STADIUM, JUST SOUTH OF INTERSTATE HIGHWAY 610
 AW6596'(SOUTH LOOP) AND ON THE GROUNDS OF THE HOUSTON ASTROWORLD AMUSEMENT
 AW6596'AND RECREATION CENTER.
 AW6596'
 AW6596'THE STATION IS THE RED LIGHT ATOP A SLENDER METAL POLE AFFIXED TO THE
 AW6596'TOP OF THE ASTRONEEDLE.  THE ASTRONEEDLE IS A LARGE CYLINDER WITH A
 AW6596'SPIRALLING CONCENTRIC, TWO LEVEL, OBSERVATION CAPSULE WHICH ASCENDS
 AW6596'340 FEET ABOVE THE GROUND LEVEL.  THE ENTIRE STRUCTURE IS PAINTED
 AW6596'GOLD AND HAS AN OVER-ALL HEIGHT OF 380 FEET.
 AW6596
 AW6596                          STATION RECOVERY (1993)
 AW6596
 AW6596'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6596'RECOVERED IN GOOD CONDITION.
 AW6596
 AW6596                          STATION RECOVERY (2004)
 AW6596
 AW6596'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6596'RECOVERED IN GOOD CONDITION.
 AW6596
 AW6596                          STATION RECOVERY (2004)
 AW6596
 AW6596'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6543 ***********************************************************************
 AW6543  DESIGNATION -  HOUSTON AT AND T MICROWAVE TWR
 AW6543  PID         -  AW6543
 AW6543  STATE/COUNTY-  TX/HARRIS
 AW6543  USGS QUAD   -  PARK PLACE (1995)
 AW6543
 AW6543                         *CURRENT SURVEY CONTROL
 AW6543  ___________________________________________________________________
 AW6543* NAD 83(1993)-  29 44 56.30884(N)    095 21 56.96734(W)     ADJUSTED  
 AW6543* NAVD 88     -                                                        
 AW6543  ___________________________________________________________________
 AW6543  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6543  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6543
 AW6543  HORZ ORDER  -  THIRD
 AW6543
 AW6543.The horizontal coordinates were established by classical geodetic methods
 AW6543.and adjusted by the National Geodetic Survey in February 1996..
 AW6543
 AW6543
 AW6543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6543
 AW6543.The geoid height was determined by GEOID03.
 AW6543
 AW6543;                    North         East     Units Scale Factor Converg.
 AW6543;SPC TXSC     - 4,217,766.032   951,431.743   MT  0.99988927   +1 46 49.5
 AW6543;SPC TXSC     -13,837,787.39  3,121,488.98   sFT  0.99988927   +1 46 49.5
 AW6543;UTM  15      - 3,293,314.843   271,216.403   MT  1.00024586   -1 10 28.0
 AW6543
 AW6543                          SUPERSEDED SURVEY CONTROL
 AW6543
 AW6543  NAD 83(1986)-  29 44 56.32322(N)    095 21 56.94836(W) AD(       ) 4
 AW6543  NAD 27      -  29 44 55.50089(N)    095 21 56.17059(W) AD(       ) 3
 AW6543
 AW6543.Superseded values are not recommended for survey control.
 AW6543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6543.See file dsdata.txt to determine how the superseded data were derived.
 AW6543
 AW6543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7121693315(NAD 83)
 AW6543_MARKER: 45 = MICROWAVE TOWER
 AW6543
 AW6543  HISTORY     - Date     Condition        Report By
 AW6543  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6543  HISTORY     - 19931112 MARK NOT FOUND   USPSQD
 AW6543
 AW6543                          STATION DESCRIPTION
 AW6543
 AW6543'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6543'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTH OF THE CENTER OF HOUSTON
 AW6543'AND ON THE ROOF OF THE SOUTHWEST BELL TELEPHONE COMPANY BUILDING
 AW6543'AT 1407 JEFFERSON AVENUE.  TEN ADDITIONAL STORIES ARE BEING
 AW6543'CONSTRUCTED ATOP THE PRESENT BUILDING AND BY 1969 THE TOWER WILL
 AW6543'BE ENCLOSED BY THE NEW STORIES.  THE TOWER IS OWNED BY THE
 AW6543'AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 AW6543'
 AW6543'THE TOWER IS A 4 LEGGED SELF SUPPORTING STEEL STRUCTURE PAINTED
 AW6543'ALTERNATE RED AND WHITE.  IT HAS AN OVER-ALL HEIGHT OF 243 FEET
 AW6543'FROM THE GROUND LEVEL.
 AW6543'
 AW6543'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE TOWER.
 AW6543
 AW6543                          STATION RECOVERY (1993)
 AW6543
 AW6543'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6734 ***********************************************************************
 AW6734  DESIGNATION -  HOUSTON BAP TEMPLE CH TOWER
 AW6734  PID         -  AW6734
 AW6734  STATE/COUNTY-  TX/HARRIS
 AW6734  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6734
 AW6734                         *CURRENT SURVEY CONTROL
 AW6734  ___________________________________________________________________
 AW6734* NAD 83(1993)-  29 48 13.71958(N)    095 24 02.29240(W)     ADJUSTED  
 AW6734* NAVD 88     -                                                        
 AW6734  ___________________________________________________________________
 AW6734  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW6734  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW6734
 AW6734  HORZ ORDER  -  THIRD
 AW6734
 AW6734.The horizontal coordinates were established by classical geodetic methods
 AW6734.and adjusted by the National Geodetic Survey in February 1996..
 AW6734
 AW6734
 AW6734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6734
 AW6734.The geoid height was determined by GEOID03.
 AW6734
 AW6734;                    North         East     Units Scale Factor Converg.
 AW6734;SPC TXSC     - 4,223,736.927   947,879.347   MT  0.99989662   +1 45 48.1
 AW6734;SPC TXSC     -13,857,376.90  3,109,834.16   sFT  0.99989662   +1 45 48.1
 AW6734;UTM  15      - 3,299,463.212   267,975.471   MT  1.00026428   -1 11 37.4
 AW6734
 AW6734                          SUPERSEDED SURVEY CONTROL
 AW6734
 AW6734  NAD 83(1986)-  29 48 13.73406(N)    095 24 02.27366(W) AD(       ) 4
 AW6734  NAD 27      -  29 48 12.91747(N)    095 24 01.49410(W) AD(       ) 3
 AW6734
 AW6734.Superseded values are not recommended for survey control.
 AW6734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6734.See file dsdata.txt to determine how the superseded data were derived.
 AW6734
 AW6734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6797599463(NAD 83)
 AW6734_MARKER: 55 = TOWER
 AW6734
 AW6734  HISTORY     - Date     Condition        Report By
 AW6734  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6734  HISTORY     - 1987     GOOD             USPSQD
 AW6734  HISTORY     - 20040326 GOOD             USPSQD
 AW6734
 AW6734                          STATION DESCRIPTION
 AW6734
 AW6734'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6734'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF THE CENTER OF
 AW6734'HOUSTON AT 230 W. 20TH STREET.
 AW6734'
 AW6734'THE TOWER IS CONSTRUCTED OF REDDISH BRICK AND HAS TWO WINDOW LIKE
 AW6734'OPENINGS ON ALL FOUR SIDES AT THE TOP.  THERE IS A WHITE CROSS ON
 AW6734'TOP OF THE TOWER.  THE OVER-ALL HEIGHT IS APPROXIMATELY 75 FEET.
 AW6734'
 AW6734'THE BASE OF THE CROSS WAS THE POINT INTERSECTED.
 AW6734
 AW6734                          STATION RECOVERY (1987)
 AW6734
 AW6734'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6734'RECOVERED IN GOOD CONDITION.
 AW6734
 AW6734                          STATION RECOVERY (2004)
 AW6734
 AW6734'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6731 ***********************************************************************
 AW6731  DESIGNATION -  HOUSTON BAYOU PROP WATER TANK
 AW6731  PID         -  AW6731
 AW6731  STATE/COUNTY-  TX/HARRIS
 AW6731  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6731
 AW6731                         *CURRENT SURVEY CONTROL
 AW6731  ___________________________________________________________________
 AW6731* NAD 83(1993)-  29 46 22.86458(N)    095 23 32.17336(W)     ADJUSTED  
 AW6731* NAVD 88     -                                                        
 AW6731  ___________________________________________________________________
 AW6731  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6731  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6731
 AW6731  HORZ ORDER  -  THIRD
 AW6731
 AW6731.The horizontal coordinates were established by classical geodetic methods
 AW6731.and adjusted by the National Geodetic Survey in February 1996..
 AW6731
 AW6731
 AW6731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6731
 AW6731.The geoid height was determined by GEOID03.
 AW6731
 AW6731;                    North         East     Units Scale Factor Converg.
 AW6731;SPC TXSC     - 4,220,350.450   948,792.974   MT  0.99989238   +1 46 02.9
 AW6731;SPC TXSC     -13,846,266.43  3,112,831.62   sFT  0.99989238   +1 46 02.9
 AW6731;UTM  15      - 3,296,032.859   268,713.486   MT  1.00026006   -1 11 18.4
 AW6731
 AW6731                          SUPERSEDED SURVEY CONTROL
 AW6731
 AW6731  NAD 83(1986)-  29 46 22.87887(N)    095 23 32.15459(W) AD(       ) 4
 AW6731  NAD 27      -  29 46 22.05906(N)    095 23 31.37418(W) AD(       ) 3
 AW6731
 AW6731.Superseded values are not recommended for survey control.
 AW6731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6731.See file dsdata.txt to determine how the superseded data were derived.
 AW6731
 AW6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6871396033(NAD 83)
 AW6731_MARKER: 53 = ELEVATED TANK
 AW6731
 AW6731  HISTORY     - Date     Condition        Report By
 AW6731  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6731  HISTORY     - 20040619 MARK NOT FOUND   USPSQD
 AW6731
 AW6731                          STATION DESCRIPTION
 AW6731
 AW6731'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6731'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF THE CENTRAL
 AW6731'BUSINESS DISTRICT OF HOUSTON, 1/4 MILE SOUTH OF INTERSTATE HIGHWAY
 AW6731'10 AND AT 3000 HICKS, HOUSTON.  OWNER WAS NOT VERIFIED.
 AW6731'
 AW6731'THE STATION IS A WATER TANK WITH AN ELLIPSOIDAL TOP AND BOTTOM
 AW6731'WHICH IS SUPPORTED BY FOUR LACED STEEL LEGS.  IT IS SILVER IN COLOR
 AW6731'AND HAS AN OVER-ALL HEIGHT OF ABOUT 130 FEET.
 AW6731'
 AW6731'THE FINIAL OF THE TANK WAS THE POINT INTERSECTED.
 AW6731
 AW6731                          STATION RECOVERY (2004)
 AW6731
 AW6731'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6731'THE COMPANY IS NOW USING A SURFACE TANK THAT IS 30 FEET IN DIAMETER BY
 AW6731'30 FEET TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6930 ***********************************************************************
 AW6930  DESIGNATION -  HOUSTON BRAE BURN CC TANK
 AW6930  PID         -  AW6930
 AW6930  STATE/COUNTY-  TX/HARRIS
 AW6930  USGS QUAD   -  ALIEF (1995)
 AW6930
 AW6930                         *CURRENT SURVEY CONTROL
 AW6930  ___________________________________________________________________
 AW6930* NAD 83(1993)-  29 40 34.59534(N)    095 31 14.17727(W)     ADJUSTED  
 AW6930* NAVD 88     -                                                        
 AW6930  ___________________________________________________________________
 AW6930  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW6930  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW6930
 AW6930  HORZ ORDER  -  THIRD
 AW6930
 AW6930.The horizontal coordinates were established by classical geodetic methods
 AW6930.and adjusted by the National Geodetic Survey in February 1996..
 AW6930
 AW6930
 AW6930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6930
 AW6930.The geoid height was determined by GEOID03.
 AW6930
 AW6930;                    North         East     Units Scale Factor Converg.
 AW6930;SPC TXSC     - 4,209,256.897   936,708.366   MT  0.99988093   +1 42 16.6
 AW6930;SPC TXSC     -13,809,870.34  3,073,184.03   sFT  0.99988093   +1 42 16.6
 AW6930;UTM  15      - 3,285,572.652   256,067.946   MT  1.00033424   -1 14 54.8
 AW6930
 AW6930                          SUPERSEDED SURVEY CONTROL
 AW6930
 AW6930  NAD 83(1986)-  29 40 34.60939(N)    095 31 14.15894(W) AD(       ) 4
 AW6930  NAD 27      -  29 40 33.77637(N)    095 31 13.36444(W) AD(       ) 3
 AW6930
 AW6930.Superseded values are not recommended for survey control.
 AW6930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6930.See file dsdata.txt to determine how the superseded data were derived.
 AW6930
 AW6930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5606885573(NAD 83)
 AW6930_MARKER: 53 = ELEVATED TANK
 AW6930
 AW6930  HISTORY     - Date     Condition        Report By
 AW6930  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6930  HISTORY     - 19931112 GOOD             USPSQD
 AW6930  HISTORY     - 20040326 GOOD             USPSQD
 AW6930
 AW6930                          STATION DESCRIPTION
 AW6930
 AW6930'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6930'THE STATION IS ON THE GROUNDS OF THE BRAE BURN COUNTRY CLUB WHICH IS
 AW6930'LOCATED ABOUT 9 MILES WEST AND 5-1/2 MILES SOUTH OF THE CENTER OF
 AW6930'HOUSTON AND AT 8101 BISSONNET ROAD.
 AW6930'
 AW6930'IT IS A WATER TANK, SUPPORTED BY THREE TUBULAR LEGS AND HAS A
 AW6930'HEMISPHERICAL TOP AND A CONICAL BOTTOM, SILVER IN COLOR WITH BLACK
 AW6930'LETTERING BRAE BURN ON THE SIDE OF THE TANK.  THE OVER-ALL HEIGHT
 AW6930'IS 130 FEET.
 AW6930'
 AW6930'THE POINT INTERSECTED WAS THE TOP AND CENTER.
 AW6930
 AW6930                          STATION RECOVERY (1993)
 AW6930
 AW6930'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6930'RECOVERED IN GOOD CONDITION.
 AW6930
 AW6930                          STATION RECOVERY (2004)
 AW6930
 AW6930'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6626 ***********************************************************************
 AW6626  DESIGNATION -  HOUSTON BRIARGROVE WATER TANK
 AW6626  PID         -  AW6626
 AW6626  STATE/COUNTY-  TX/HARRIS
 AW6626  USGS QUAD   -  BELLAIRE (1995)
 AW6626
 AW6626                         *CURRENT SURVEY CONTROL
 AW6626  ___________________________________________________________________
 AW6626* NAD 83(1993)-  29 44 03.85865(N)    095 29 47.23640(W)     ADJUSTED  
 AW6626* NAVD 88     -                                                        
 AW6626  ___________________________________________________________________
 AW6626  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6626  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW6626
 AW6626  HORZ ORDER  -  THIRD
 AW6626
 AW6626.The horizontal coordinates were established by classical geodetic methods
 AW6626.and adjusted by the National Geodetic Survey in February 1996..
 AW6626
 AW6626
 AW6626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6626
 AW6626.The geoid height was determined by GEOID03.
 AW6626
 AW6626;                    North         East     Units Scale Factor Converg.
 AW6626;SPC TXSC     - 4,215,766.451   938,851.762   MT  0.99988747   +1 42 59.2
 AW6626;SPC TXSC     -13,831,227.10  3,080,216.16   sFT  0.99988747   +1 42 59.2
 AW6626;UTM  15      - 3,291,965.919   258,545.077   MT  1.00031939   -1 14 19.7
 AW6626
 AW6626                          SUPERSEDED SURVEY CONTROL
 AW6626
 AW6626  NAD 83(1986)-  29 44 03.87297(N)    095 29 47.21787(W) AD(       ) 4
 AW6626  NAD 27      -  29 44 03.04588(N)    095 29 46.42590(W) AD(       ) 3
 AW6626
 AW6626.Superseded values are not recommended for survey control.
 AW6626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6626.See file dsdata.txt to determine how the superseded data were derived.
 AW6626
 AW6626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5854591966(NAD 83)
 AW6626_MARKER: 53 = ELEVATED TANK
 AW6626
 AW6626  HISTORY     - Date     Condition        Report By
 AW6626  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6626  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW6626  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW6626
 AW6626                          STATION DESCRIPTION
 AW6626
 AW6626'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6626'THE STATION IS LOCATED 8 MILES WEST AND 1-1/2 MILES SOUTH OF THE
 AW6626'CENTER OF HOUSTON AND AT 6342 FAIRDALE.  THE TANK IS MAINTAINED BY
 AW6626'DISTRICT 10 OF HOUSTON.
 AW6626'
 AW6626'IT IS A PEDESTAL SPHERE TYPE WATER TANK, PAINTED SILVER AND IT HAS
 AW6626'AN OVER-ALL HEIGHT OF APPROXIMATELY 136 FEET.
 AW6626'
 AW6626'THE POINT INTERSECTED WAS THE TOP AND CENTER.
 AW6626
 AW6626                          STATION RECOVERY (1997)
 AW6626
 AW6626'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6626'MARK NOT FOUND.
 AW6626
 AW6626                          STATION RECOVERY (2004)
 AW6626
 AW6626'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6578 ***********************************************************************
 AW6578  DESIGNATION -  HOUSTON BROCKSTEIN INC TANK
 AW6578  PID         -  AW6578
 AW6578  STATE/COUNTY-  TX/HARRIS
 AW6578  USGS QUAD   -  BELLAIRE (1995)
 AW6578
 AW6578                         *CURRENT SURVEY CONTROL
 AW6578  ___________________________________________________________________
 AW6578* NAD 83(1993)-  29 39 47.31954(N)    095 26 34.89404(W)     ADJUSTED  
 AW6578* NAVD 88     -                                                        
 AW6578  ___________________________________________________________________
 AW6578  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6578  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW6578
 AW6578  HORZ ORDER  -  THIRD
 AW6578
 AW6578.The horizontal coordinates were established by classical geodetic methods
 AW6578.and adjusted by the National Geodetic Survey in February 1996..
 AW6578
 AW6578
 AW6578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6578
 AW6578.The geoid height was determined by GEOID03.
 AW6578
 AW6578;                    North         East     Units Scale Factor Converg.
 AW6578;SPC TXSC     - 4,208,027.927   944,257.788   MT  0.99987959   +1 44 33.4
 AW6578;SPC TXSC     -13,805,838.29  3,097,952.43   sFT  0.99987959   +1 44 33.4
 AW6578;UTM  15      - 3,283,955.735   263,547.267   MT  1.00028990   -1 12 34.6
 AW6578
 AW6578                          SUPERSEDED SURVEY CONTROL
 AW6578
 AW6578  NAD 83(1986)-  29 39 47.33346(N)    095 26 34.87508(W) AD(       ) 4
 AW6578  NAD 27      -  29 39 46.50022(N)    095 26 34.08780(W) AD(       ) 3
 AW6578
 AW6578.Superseded values are not recommended for survey control.
 AW6578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6578.See file dsdata.txt to determine how the superseded data were derived.
 AW6578
 AW6578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6354783956(NAD 83)
 AW6578_MARKER: 53 = ELEVATED TANK
 AW6578
 AW6578  HISTORY     - Date     Condition        Report By
 AW6578  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6578  HISTORY     - 1963     GOOD             CGS
 AW6578  HISTORY     - 1968     GOOD             CGS
 AW6578  HISTORY     - 19931112 MARK NOT FOUND   USPSQD
 AW6578
 AW6578                          STATION DESCRIPTION
 AW6578
 AW6578'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6578'THIS INTERSECTION STATION IS AT THE SW EDGE OF HOUSTON, JUST
 AW6578'SW OF THE TEXAS DRIVE-IN THEATER, 600 FEET W OF U.S. HIGHWAY
 AW6578'59 AND 100 FEET S OF THE SOUTHERN PACIFIC RAILROAD SPUR.
 AW6578'THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER ARE CONSTRUCTED
 AW6578'OF STEEL, PAINTED ALUMINUM.  IT IS ABOUT 100 FEET HIGH.  THE
 AW6578'POINT LOCATED WAS A BALL CENTERED AT THE APEX OF THE CONICAL
 AW6578'ROOF OF THE TANK.
 AW6578
 AW6578                          STATION RECOVERY (1963)
 AW6578
 AW6578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6578'THE STATION WAS RECOVERED AS DESCRIBED, ADDITIONAL INFORMATION
 AW6578'FOLLOWS.  IT IS 0.1 MILE SOUTHEAST OF WILLOW BEND ROAD (NOT
 AW6578'WEST OF U.S. HIGHWAY 59).  IT HAS FOUR LACED CHANNEL LEGS
 AW6578'AND IS ADJACENT TO A SILVER METAL STACK.
 AW6578
 AW6578                          STATION RECOVERY (1968)
 AW6578
 AW6578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6578'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AW6578'BY R.W.T. 1963.
 AW6578'
 AW6578'THE INTERSECTION POINT WAS THE BALL AT THE APEX OF THE TANK.
 AW6578
 AW6578                          STATION RECOVERY (1993)
 AW6578
 AW6578'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6541 ***********************************************************************
 AW6541  DESIGNATION -  HOUSTON BUTLER DRILLING MAST
 AW6541  PID         -  AW6541
 AW6541  STATE/COUNTY-  TX/HARRIS
 AW6541  USGS QUAD   -  PARK PLACE (1995)
 AW6541
 AW6541                         *CURRENT SURVEY CONTROL
 AW6541  ___________________________________________________________________
 AW6541* NAD 83(1993)-  29 40 44.76430(N)    095 21 22.68025(W)     ADJUSTED  
 AW6541* NAVD 88     -                                                        
 AW6541  ___________________________________________________________________
 AW6541  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6541  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6541
 AW6541  HORZ ORDER  -  THIRD
 AW6541
 AW6541.The horizontal coordinates were established by classical geodetic methods
 AW6541.and adjusted by the National Geodetic Survey in February 1996..
 AW6541
 AW6541
 AW6541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6541
 AW6541.The geoid height was determined by GEOID03.
 AW6541
 AW6541;                    North         East     Units Scale Factor Converg.
 AW6541;SPC TXSC     - 4,210,054.026   952,593.698   MT  0.99988122   +1 47 06.3
 AW6541;SPC TXSC     -13,812,485.58  3,125,301.16   sFT  0.99988122   +1 47 06.3
 AW6541;UTM  15      - 3,285,550.427   271,979.712   MT  1.00024156   -1 10 01.9
 AW6541
 AW6541                          SUPERSEDED SURVEY CONTROL
 AW6541
 AW6541  NAD 83(1986)-  29 40 44.77857(N)    095 21 22.66099(W) AD(       ) 4
 AW6541  NAD 27      -  29 40 43.94888(N)    095 21 21.88217(W) AD(       ) 3
 AW6541
 AW6541.Superseded values are not recommended for survey control.
 AW6541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6541.See file dsdata.txt to determine how the superseded data were derived.
 AW6541
 AW6541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7198085550(NAD 83)
 AW6541_MARKER: 67 = OIL DERRICK
 AW6541
 AW6541  HISTORY     - Date     Condition        Report By
 AW6541  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6541  HISTORY     - 1968     GOOD             CGS
 AW6541
 AW6541                          STATION DESCRIPTION
 AW6541
 AW6541'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6541'LOCATED ABOUT FOUR MILES SOUTH-SOUTHEAST OF DOWNTOWN HOUSTON, FOUR
 AW6541'MILES NORTHWEST OF THE HOUSTON INTERNATIONAL AIRPORT, 0.3 MILE SOUTH
 AW6541'OF THE INTERSECTION OF HOLMES AND CHOCOLATE BAYOU ROADS.  THE
 AW6541'STATION IS THE MAST, 150 FEET HIGH, PAINTED RED AND WHITE.  IT IS
 AW6541'CONSTRUCTED OF ANGLE IRON WITH FOUR LEGS, IT HAS A 25 FOOT
 AW6541'ANTENNA AND TWO LIGHTS AT THE APEX.  IT IS OWNED AND ON THE
 AW6541'PROPERTY OF THE BUTLER DRILLING COMPANY.  THE INTERSECTION
 AW6541'POINT WAS THE TOP OF THE ANTENNA.
 AW6541
 AW6541                          STATION RECOVERY (1968)
 AW6541
 AW6541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6541'THE STATION WAS RECOVERED AS DESCRIBED BY R.W.T. 1963, EXCEPT FOR
 AW6541'ROADS CHANGES.  IT IS 0.25 MILE SOUTH OF THE INTERSECTION OF CULLEN
 AW6541'BOULEVARD (FARM ROAD 518) AND THE 610 LOOP.
 AW6541'
 AW6541'THE POINT INTERSECTED WAS THE TOP OF THE ANTENNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6714 ***********************************************************************
 AW6714  DESIGNATION -  HOUSTON CAMERON IRON W TK 1952
 AW6714  PID         -  AW6714
 AW6714  STATE/COUNTY-  TX/HARRIS
 AW6714  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6714
 AW6714                         *CURRENT SURVEY CONTROL
 AW6714  ___________________________________________________________________
 AW6714* NAD 83(1993)-  29 47 13.99413(N)    095 27 52.51731(W)     ADJUSTED  
 AW6714* NAVD 88     -                                                        
 AW6714  ___________________________________________________________________
 AW6714  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6714  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW6714
 AW6714  HORZ ORDER  -  THIRD
 AW6714
 AW6714.The horizontal coordinates were established by classical geodetic methods
 AW6714.and adjusted by the National Geodetic Survey in February 1996..
 AW6714
 AW6714
 AW6714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6714
 AW6714.The geoid height was determined by GEOID03.
 AW6714
 AW6714;                    North         East     Units Scale Factor Converg.
 AW6714;SPC TXSC     - 4,221,710.391   941,755.911   MT  0.99989430   +1 43 55.4
 AW6714;SPC TXSC     -13,850,728.17  3,089,744.18   sFT  0.99989430   +1 43 55.4
 AW6714;UTM  15      - 3,297,754.605   261,753.239   MT  1.00030039   -1 13 29.8
 AW6714
 AW6714                          SUPERSEDED SURVEY CONTROL
 AW6714
 AW6714  NAD 83(1986)-  29 47 14.00838(N)    095 27 52.49863(W) AD(       ) 4
 AW6714  NAD 27      -  29 47 13.18620(N)    095 27 51.71320(W) AD(       ) 3
 AW6714
 AW6714.Superseded values are not recommended for survey control.
 AW6714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6714.See file dsdata.txt to determine how the superseded data were derived.
 AW6714
 AW6714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6175397755(NAD 83)
 AW6714_MARKER: 53 = ELEVATED TANK
 AW6714
 AW6714  HISTORY     - Date     Condition        Report By
 AW6714  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6714  HISTORY     - 1963     GOOD             CGS
 AW6714  HISTORY     - 19931030 GOOD             USPSQD
 AW6714
 AW6714                          STATION DESCRIPTION
 AW6714
 AW6714'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6714'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF HOUSTON
 AW6714'AT THE SITE OF THE CAMERON IRON WORKS AND FOUNDRY.  IT IS
 AW6714'0.4 MILE WEST OF POST OAK ROAD AND 0.2 MILE NORTH OF U.S.
 AW6714'HIGHWAY NO. 90.
 AW6714'
 AW6714'IT IS THE MOST WESTERLY OF TWO IDENTICAL TANKS.
 AW6714'
 AW6714'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 AW6714'PROPER, HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN
 AW6714'OVER-ALL HEIGHT OF 125.0 FEET.
 AW6714'
 AW6714'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 AW6714
 AW6714                          STATION RECOVERY (1963)
 AW6714
 AW6714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6714'A PREVIOUS DESCRIPTION TO THIS STATION COULD NOT BE FOUND.
 AW6714'THE STATION WAS RECOVERED AND A NEW DESCRIPTION FOLLOWS.
 AW6714'LOCATED IN THE 9300 BLOCK OF KATY ROAD ON THE GROUNDS OF
 AW6714'THE CAMERON IRON WORKS.  IT IS THE WEST TANK OF TWO, 0.2 MILE
 AW6714'NORTH OF KATY ROAD (U.S. HIGHWAY 90), APPROXIMATELY 125 FEET
 AW6714'HIGH.  IT HAS A CONICAL ROOF, HEMISPHERICAL BOTTOM WITH FOUR
 AW6714'LACED CHANNEL LEGS AND PAINTED SILVER.  THERE IS A BALL
 AW6714'WITH A DOUBLE LIGHT AT THE APEX AND THE LETTERS CAMERON
 AW6714'IRON WORKS PRINTED ON THE SIDE.
 AW6714
 AW6714                          STATION RECOVERY (1993)
 AW6714
 AW6714'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6715 ***********************************************************************
 AW6715  DESIGNATION -  HOUSTON CAMERON IRON E TK 1952
 AW6715  PID         -  AW6715
 AW6715  STATE/COUNTY-  TX/HARRIS
 AW6715  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6715
 AW6715                         *CURRENT SURVEY CONTROL
 AW6715  ___________________________________________________________________
 AW6715* NAD 83(1993)-  29 47 13.98847(N)    095 27 51.66904(W)     ADJUSTED  
 AW6715* NAVD 88     -                                                        
 AW6715  ___________________________________________________________________
 AW6715  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6715  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW6715
 AW6715  HORZ ORDER  -  THIRD
 AW6715
 AW6715.The horizontal coordinates were established by classical geodetic methods
 AW6715.and adjusted by the National Geodetic Survey in February 1996..
 AW6715
 AW6715
 AW6715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6715
 AW6715.The geoid height was determined by GEOID03.
 AW6715
 AW6715;                    North         East     Units Scale Factor Converg.
 AW6715;SPC TXSC     - 4,221,710.905   941,778.687   MT  0.99989430   +1 43 55.8
 AW6715;SPC TXSC     -13,850,729.86  3,089,818.91   sFT  0.99989430   +1 43 55.8
 AW6715;UTM  15      - 3,297,753.943   261,776.021   MT  1.00030026   -1 13 29.4
 AW6715
 AW6715                          SUPERSEDED SURVEY CONTROL
 AW6715
 AW6715  NAD 83(1986)-  29 47 14.00272(N)    095 27 51.65036(W) AD(       ) 4
 AW6715  NAD 27      -  29 47 13.18081(N)    095 27 50.86569(W) AD(       ) 3
 AW6715
 AW6715.Superseded values are not recommended for survey control.
 AW6715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6715.See file dsdata.txt to determine how the superseded data were derived.
 AW6715
 AW6715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6177697754(NAD 83)
 AW6715_MARKER: 53 = ELEVATED TANK
 AW6715
 AW6715  HISTORY     - Date     Condition        Report By
 AW6715  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6715  HISTORY     - 1963     GOOD             CGS
 AW6715  HISTORY     - 1968     GOOD             CGS
 AW6715  HISTORY     - 19931030 GOOD             USPSQD
 AW6715
 AW6715                          STATION DESCRIPTION
 AW6715
 AW6715'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6715'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF HOUSTON AT
 AW6715'THE SITE OF THE CAMERON IRON WORKS AND FOUNDRY.  IT IS 0.4
 AW6715'MILE WEST OF POST OAK ROAD AND 0.2 MILE NORTH OF U.S. HIGHWAY
 AW6715'NO. 90.
 AW6715'
 AW6715'IT IS THE MOST EASTERLY OF TWO IDENTICAL WATER TANKS.
 AW6715'
 AW6715'IT IS A FOUR-LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 AW6715'PROPER, HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN
 AW6715'OVER-ALL HEIGHT OF 125.0 FEET.
 AW6715'
 AW6715'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 AW6715
 AW6715                          STATION RECOVERY (1963)
 AW6715
 AW6715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6715'A PREVIOUS DESCRIPTION TO THIS STATION COULD NOT BE FOUND.
 AW6715'THE STATION WAS RECOVERED AND A NEW DESCRIPTION FOLLOWS.
 AW6715'LOCATED IN THE 9300 BLOCK OF KATY ROAD ON THE GROUNDS OF
 AW6715'THE CAMERON IRON WORKS.  IT IS THE EAST TANK OF TWO, 0.2
 AW6715'MILE NORTH OF KATY ROAD (U.S. HIGHWAY 90), APPROXIMATELY
 AW6715'125 FEET HIGH.  IT HAS A CONICAL ROOF, HEMISPHERICAL BOTTOM
 AW6715'WITH FOUR LACED CHANNEL LEGS AND PAINTED SILVER.  THERE
 AW6715'IS A BALL WITH A DOUBLE LIGHT AT THE APEX AND THE LETTERS
 AW6715'OIL WELL SPECIALTIES ON THE SOUTHEAST SIDE.
 AW6715
 AW6715                          STATION RECOVERY (1968)
 AW6715
 AW6715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6715'THE STATION WAS RECOVERED AS DESCRIBED BY R.W.T. IN 1963.
 AW6715
 AW6715                          STATION RECOVERY (1993)
 AW6715
 AW6715'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6741 ***********************************************************************
 AW6741  DESIGNATION -  HOUSTON CAMERON IRON E TK 1963
 AW6741  PID         -  AW6741
 AW6741  STATE/COUNTY-  TX/HARRIS
 AW6741  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6741
 AW6741                         *CURRENT SURVEY CONTROL
 AW6741  ___________________________________________________________________
 AW6741* NAD 83(1993)-  29 47 13.33750(N)    095 27 43.36434(W)     ADJUSTED  
 AW6741* NAVD 88     -                                                        
 AW6741  ___________________________________________________________________
 AW6741  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6741  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW6741
 AW6741  HORZ ORDER  -  THIRD
 AW6741
 AW6741.The horizontal coordinates were established by classical geodetic methods
 AW6741.and adjusted by the National Geodetic Survey in February 1996..
 AW6741
 AW6741
 AW6741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6741
 AW6741.The geoid height was determined by GEOID03.
 AW6741
 AW6741;                    North         East     Units Scale Factor Converg.
 AW6741;SPC TXSC     - 4,221,697.616   942,002.221   MT  0.99989427   +1 43 59.8
 AW6741;SPC TXSC     -13,850,686.26  3,090,552.29   sFT  0.99989427   +1 43 59.8
 AW6741;UTM  15      - 3,297,729.131   261,998.662   MT  1.00029895   -1 13 25.2
 AW6741
 AW6741                          SUPERSEDED SURVEY CONTROL
 AW6741
 AW6741  NAD 83(1986)-  29 47 13.35186(N)    095 27 43.34564(W) AD(       ) 4
 AW6741  NAD 27      -  29 47 12.53259(N)    095 27 42.56004(W) AD(       ) 3
 AW6741
 AW6741.Superseded values are not recommended for survey control.
 AW6741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6741.See file dsdata.txt to determine how the superseded data were derived.
 AW6741
 AW6741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6199997729(NAD 83)
 AW6741_MARKER: 51 = TANK
 AW6741
 AW6741  HISTORY     - Date     Condition        Report By
 AW6741  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6741  HISTORY     - 19931030 GOOD             USPSQD
 AW6741
 AW6741                          STATION DESCRIPTION
 AW6741
 AW6741'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6742 ***********************************************************************
 AW6742  DESIGNATION -  HOUSTON CAMERON IRON W TK 1963
 AW6742  PID         -  AW6742
 AW6742  STATE/COUNTY-  TX/HARRIS
 AW6742  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6742
 AW6742                         *CURRENT SURVEY CONTROL
 AW6742  ___________________________________________________________________
 AW6742* NAD 83(1993)-  29 47 13.34300(N)    095 27 44.02597(W)     ADJUSTED  
 AW6742* NAVD 88     -                                                        
 AW6742  ___________________________________________________________________
 AW6742  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6742  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW6742
 AW6742  HORZ ORDER  -  THIRD
 AW6742
 AW6742.The horizontal coordinates were established by classical geodetic methods
 AW6742.and adjusted by the National Geodetic Survey in February 1996..
 AW6742
 AW6742
 AW6742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6742
 AW6742.The geoid height was determined by GEOID03.
 AW6742
 AW6742;                    North         East     Units Scale Factor Converg.
 AW6742;SPC TXSC     - 4,221,697.248   941,984.456   MT  0.99989427   +1 43 59.5
 AW6742;SPC TXSC     -13,850,685.05  3,090,494.00   sFT  0.99989427   +1 43 59.5
 AW6742;UTM  15      - 3,297,729.680   261,980.894   MT  1.00029905   -1 13 25.5
 AW6742
 AW6742                          SUPERSEDED SURVEY CONTROL
 AW6742
 AW6742  NAD 83(1986)-  29 47 13.35729(N)    095 27 44.00725(W) AD(       ) 4
 AW6742  NAD 27      -  29 47 12.53777(N)    095 27 43.22114(W) AD(       ) 3
 AW6742
 AW6742.Superseded values are not recommended for survey control.
 AW6742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6742.See file dsdata.txt to determine how the superseded data were derived.
 AW6742
 AW6742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6198197730(NAD 83)
 AW6742_MARKER: 51 = TANK
 AW6742
 AW6742  HISTORY     - Date     Condition        Report By
 AW6742  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6742  HISTORY     - 19931030 GOOD             USPSQD
 AW6742
 AW6742                          STATION DESCRIPTION
 AW6742
 AW6742'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6894 ***********************************************************************
 AW6894  DESIGNATION -  HOUSTON CB AND I WATER TANK
 AW6894  PID         -  AW6894
 AW6894  STATE/COUNTY-  TX/HARRIS
 AW6894  USGS QUAD   -  SATSUMA (1982)
 AW6894
 AW6894                         *CURRENT SURVEY CONTROL
 AW6894  ___________________________________________________________________
 AW6894* NAD 83(1993)-  29 54 41.15871(N)    095 31 16.82561(W)     ADJUSTED  
 AW6894* NAVD 88     -                                                        
 AW6894  ___________________________________________________________________
 AW6894  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6894  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW6894
 AW6894  HORZ ORDER  -  THIRD
 AW6894
 AW6894.The horizontal coordinates were established by classical geodetic methods
 AW6894.and adjusted by the National Geodetic Survey in February 1996..
 AW6894
 AW6894
 AW6894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6894
 AW6894.The geoid height was determined by GEOID03.
 AW6894
 AW6894;                    North         East     Units Scale Factor Converg.
 AW6894;SPC TXSC     - 4,235,307.393   935,862.044   MT  0.99991371   +1 42 15.3
 AW6894;SPC TXSC     -13,895,337.67  3,070,407.39   sFT  0.99991371   +1 42 15.3
 AW6894;UTM  15      - 3,311,643.500   256,567.122   MT  1.00033120   -1 15 28.5
 AW6894
 AW6894                          SUPERSEDED SURVEY CONTROL
 AW6894
 AW6894  NAD 83(1986)-  29 54 41.17343(N)    095 31 16.80724(W) AD(       ) 4
 AW6894  NAD 27      -  29 54 40.36663(N)    095 31 16.01870(W) AD(       ) 3
 AW6894
 AW6894.Superseded values are not recommended for survey control.
 AW6894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6894.See file dsdata.txt to determine how the superseded data were derived.
 AW6894
 AW6894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5656711643(NAD 83)
 AW6894_MARKER: 53 = ELEVATED TANK
 AW6894
 AW6894  HISTORY     - Date     Condition        Report By
 AW6894  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6894  HISTORY     - 20040712 GOOD             USPSQD
 AW6894
 AW6894                          STATION DESCRIPTION
 AW6894
 AW6894'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6894'THE STATION IS LOCATED ABOUT 4-1/2 MILE NORTH OF FAIRBANKS AND AT
 AW6894'8900 FAIRBANKS-N HOUSTON ROAD.  THE WATER TANK IS OWNED BY THE
 AW6894'CHICAGO BRIDGE AND IRON COMPANY.
 AW6894'
 AW6894'THE RISER IS PAINTED GREEN AND THE TANK IS WHITE WITH THE LETTERING
 AW6894'CBI ON FOUR SIDES.  THE TANK IS THE PEDESTAL SPHERE TYPE, 130 FEET
 AW6894'HIGH.
 AW6894'
 AW6894'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 AW6894
 AW6894                          STATION RECOVERY (2004)
 AW6894
 AW6894'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7092 ***********************************************************************
 AW7092  DESIGNATION -  HOUSTON CBL 0
 AW7092  PID         -  AW7092
 AW7092  STATE/COUNTY-  TX/FORT BEND
 AW7092  USGS QUAD   -  SUGAR LAND (1995)
 AW7092
 AW7092                         *CURRENT SURVEY CONTROL
 AW7092  ___________________________________________________________________
 AW7092* NAD 83(1993)-  29 36 42.60332(N)    095 39 17.31419(W)     ADJUSTED  
 AW7092* NAVD 88     -        22.3    (meters)      73.     (feet)  GPS OBS   
 AW7092  ___________________________________________________________________
 AW7092  X           -    -546,833.179 (meters)                     COMP
 AW7092  Y           -  -5,522,633.018 (meters)                     COMP
 AW7092  Z           -   3,133,035.445 (meters)                     COMP
 AW7092  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AW7092  ELLIP HEIGHT-          -5.03  (meters)          (08/01/01) GPS OBS
 AW7092  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW7092
 AW7092  HORZ ORDER  -  SECOND
 AW7092  ELLP ORDER  -  FIFTH     CLASS I
 AW7092
 AW7092.This mark is at Sugar Land Muni/hull Fld (SGR) Airport (SGR)
 AW7092
 AW7092.The horizontal coordinates were established by GPS observations
 AW7092.and adjusted by the National Geodetic Survey in February 1996..
 AW7092
 AW7092.The orthometric height was determined by GPS observations and a
 AW7092.high-resolution geoid model.
 AW7092
 AW7092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7092
 AW7092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7092
 AW7092.The ellipsoidal height was determined by GPS observations
 AW7092.and is referenced to NAD 83.
 AW7092
 AW7092.The geoid height was determined by GEOID03.
 AW7092
 AW7092;                    North         East     Units Scale Factor Converg.
 AW7092;SPC TXSC     - 4,201,738.565   923,928.976   MT  0.99987488   +1 38 19.9
 AW7092;SPC TXSC     -13,785,203.94  3,031,256.98   sFT  0.99987488   +1 38 19.9
 AW7092;UTM  15      - 3,278,719.090   242,911.756   MT  1.00041560   -1 18 45.1
 AW7092
 AW7092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7092!SPC TXSC     -   1.00000079  x   0.99987488  =   0.99987567
 AW7092!UTM  15      -   1.00000079  x   1.00041560  =   1.00041639
 AW7092
 AW7092:                Primary Azimuth Mark                     Grid Az
 AW7092:SPC TXSC     -  HOUSTON CBL 1350                         354 06 08.7
 AW7092:UTM  15      -  HOUSTON CBL 1350                         357 03 13.7
 AW7092
 AW7092|---------------------------------------------------------------------|
 AW7092| PID    Reference Object                     Distance      Geod. Az  |
 AW7092|                                                           dddmmss.s |
 AW7092| AW7093 HOUSTON CBL 1350                    APPROX. 1.3 KM 3554428.6 |
 AW7092|---------------------------------------------------------------------|
 AW7092
 AW7092                          SUPERSEDED SURVEY CONTROL
 AW7092
 AW7092  ELLIP H (02/16/96)   -5.08   (m)                       GP(       ) 5 1
 AW7092  NAD 83(1986)-  29 36 42.61690(N)    095 39 17.29557(W) AD(       ) 2
 AW7092  NGVD 29 (03/26/93)   22.28   (m)           73.1    (f) LEVELING    3  
 AW7092
 AW7092.Superseded values are not recommended for survey control.
 AW7092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7092.See file dsdata.txt to determine how the superseded data were derived.
 AW7092
 AW7092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4291278719(NAD 83)
 AW7092_MARKER: DQ = CALIBRATION BASE LINE DISK
 AW7092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7092_SP_SET: CONCRETE POST
 AW7092_STAMPING: 0 M 1988
 AW7092_MARK LOGO: NGS   
 AW7092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7092+STABILITY: SURFACE MOTION
 AW7092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7092+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AW7092
 AW7092  HISTORY     - Date     Condition        Report By
 AW7092  HISTORY     - 1988     MONUMENTED       NGS
 AW7092  HISTORY     - 19881010 GOOD             NGS
 AW7092  HISTORY     - 19921024 GOOD
 AW7092  HISTORY     - 19930615 GOOD             NGS
 AW7092  HISTORY     - 19950918 GOOD             NGS
 AW7092  HISTORY     - 20050319 GOOD             ENGLE
 AW7092
 AW7092                          STATION DESCRIPTION
 AW7092
 AW7092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AW7092'THE STATION IS LOCATED ON THE WEST SIDE OF HOUSTON AT THE SUGARLAND
 AW7092'MUNICIPAL AIRPORT (FORMERLY HULL FIELD) NEAR THE SOUTH END OF THE
 AW7092'AIRFIELD EAST OF THE RUNWAY AND TAXIWAY FOXTROT F.
 AW7092'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 AW7092'ACCESS THE AIRFIELD.12888 HIGHWAY 6 SOUTH, SUGARLAND,TEXAS
 AW7092'77478.PHONE (713) 491-2101.
 AW7092'THE STATION MARK IS A BRONZE NGS CALIBRATION BASELINE DISK STAMPED---0
 AW7092'M 1988---, SET IN THE TOP A ROUND CONCRETE MONUMENT NEAR THE
 AW7092'SOUTHEAST CORNER OF THE AIRFIELD IT IS 34.91 M (114.53 FT) NORTH OF
 AW7092'THE SOUTHEAST CORNER OF TAXIWAY FOXTROT F PAVEMENT, 12.13 M
 AW7092'(39.80 FT) EAST OF THE CENTERLINE OF TAXIWAY FOXTROT F, 1.39 M
 AW7092'(4.56 FT) EAST OF THE FIRST TAXIWAY LIGHT NORTH OF THE SOUTH END OF
 AW7092'TAXIWAY FOXTROT F ON THE EAST SIDE, 30.47 M (99.97 FT) SOUTH OF THE
 AW7092'100 FT. POINT DISK STAMPED---100 FT 1988--- CALIBRATION BASELINE
 AW7092'WHICH PARALLELS TAXIWAY FOXTROT F AND 22.2 M (72.8 FT) WEST OF THE
 AW7092'WEST TRACK OF A FIELD ROAD WHICH SEPERATES THE AIRFIELD FROM A
 AW7092'CULTIVATED FIELD, 0.3 M (1.0 FT) ABOVE GROUND LEVEL THE STATION IS
 AW7092'ABOUT 0.19 M (0.62 FT) BELOW THE LEVEL OF THE TAXIWAY.
 AW7092
 AW7092                          STATION RECOVERY (1988)
 AW7092
 AW7092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 AW7092'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 AW7092'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 AW7092' 
 AW7092'THIS CALIBRATION BASE LINE WAS READJUSTED ON MARCH 7, 1990.  THE
 AW7092'ORIGINAL ADJUSTMENT (DATED JANUARY 6, 1989) WAS MADE USING INCORRECTLY
 AW7092'CALIBRATED INVAR TAPES.
 AW7092' 
 AW7092'THE BASE LINE IS LOCATED ABOUT 16.0 KM (10.0 MI) SOUTHWEST OF HOUSTON,
 AW7092'ABOUT 4.8 KM (3.0 MI) WEST OF SUGARLAND, ABOUT 1.3 KM (0.8 MI) WEST OF
 AW7092'THE INTERSECTION OF US HIGHWAY 90 ALTERNATE AND STATE HIGHWAY 6, AT
 AW7092'THE HOUSTON HULL AIRPORT.
 AW7092' 
 AW7092'TO REACH THE BASE LINE FROM THE INTERSECTION OF US HIGHWAY 59 AND
 AW7092'STATE HIGHWAY 6, SOUTHWEST OF HOUSTON, GO NORTHWEST ON HIGHWAY 6 FOR
 AW7092'3.1 KM (1.9 MI) TO THE INTERSECTION OF US HIGHWAY 90 ALTERNATE. TURN
 AW7092'LEFT AND GO WEST ON US HIGHWAY 90 ALT FOR 1.2 KM (0.75 MI) TO A ROAD
 AW7092'RIGHT. TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ACROSS THE
 AW7092'RAILROAD TRACKS, AND THROUGH A PRISON GATE, TO A DIRT ROAD RIGHT. TURN
 AW7092'RIGHT AND GO EAST FOR 0.6 KM (0.35 MI) TO A DIRT TRACK ROAD LEFT, JUST
 AW7092'PAST THE END OF THE TAXIWAY. TURN LEFT AND GO NORTH FOR 0.1 KM (0.05
 AW7092'MI) TO THE 0 METER POINT ON THE LEFT. NOTE--TO REACH THE 150 AND 430
 AW7092'METER POINTS CONTINUE NORTH ON THE DIRT TRACK ROAD, BUT TO REACH THE
 AW7092'1350 POINT YOU MUST GO BACK OUT TO THE INTERSECTION OF US HIGHWAY 90
 AW7092'ALT AND STATE HIGHWAY 6. THEN, GO NORTH ON STATE HIGHWAY 6 FOR 1.7 KM
 AW7092'(1.05 MI) TO THE AIRPORT ENTRANCE ON THE LEFT. TURN LEFT AND GO WEST
 AW7092'ON ENTRANCE ROAD FOR 0.3 KM (0.2 MI) TO THE GUARD SHACK AND A NARROW
 AW7092'PAVED ROAD LEFT. TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 0.1 KM
 AW7092'(0.05 MI) TO A CURVE RIGHT. FOLLOW THE CURVE TO THE RIGHT AND GO WEST
 AW7092'FOR 0.2 KM (0.1 MI) TO A CURVE LEFT. FOLLOW THE CURVE TO THE LEFT AND
 AW7092'GO SOUTHWEST ON THE PAVED ROAD FOR 0.4 KM (0.26 MI) TO THE 1350 METER
 AW7092'POINT ON THE LEFT.
 AW7092' 
 AW7092'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 AW7092'SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1350 METER POINTS.
 AW7092'THERE IS ALSO A DISK SET AT 100 FEET NORTH OF THE 0 METER POINT TO BE
 AW7092'USED FOR TAPE CALIBRATION. IT IS SET ALONG THE EAST SIDE OF THE MAIN
 AW7092'NORTH-SOUTH TAXIWAY. ALL MARKS ARE WITNESSED BY 3 SHORT FIBERGLASS
 AW7092'POSTS.
 AW7092' 
 AW7092'THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AW7092'STAMPED--0 M 1988--, SET INTO THE TOP OF A ROUND CONCRETE POST 30 CM
 AW7092'(12 IN) IN DIAMETER FLUSH WITH THE GROUND, 34.7 M (113.8 FT) NORTH OF
 AW7092'THE SOUTH END OF THE TAXIWAY, 5.0 M (16.4 FT) WEST OF THE WEST EDGE OF
 AW7092'A CULTIVATED FIELD, 4.5 M (14.8 FT) EAST OF THE EAST EDGE OF THE
 AW7092'TAXIWAY, AND 1.4 M (4.6 FT) EAST OF A BLUE, TAXIWAY LIGHT.
 AW7092
 AW7092                          STATION RECOVERY (1992)
 AW7092
 AW7092'RECOVERED 1992
 AW7092'RECOVERED IN GOOD CONDITION.
 AW7092
 AW7092                          STATION RECOVERY (1993)
 AW7092
 AW7092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW7092'THE STATION IS LOCATED AT SUGAR LAND MUNI/HULL FIELD NEAR THE SOUTH
 AW7092'END OF FIELD ON THE EAST SIDE OF TAXIWAY F.  IT IS 114.0 FT (34.7 M)
 AW7092'NORTH OF THE PROJECTED END OF THE TAXIWAY, 14.7 FT (4.5 M) EAST OF THE
 AW7092'EAST EDGE OF THE TAXIWAY AND 4.4 FT (1.3 M) EAST OF THE FIRST TAXIWAY
 AW7092'LIGHT NORTH OF THE SOUTH END OF THE TAXIWAY.  THE STATION IS AN NGS
 AW7092'CALIBRATION BASELINE DISK IN A CONCRETE POST FLUSH WITH THE GROUND.
 AW7092'IT IS STAMPED 0 M (0.0 FT) 1988.
 AW7092
 AW7092                          STATION RECOVERY (1995)
 AW7092
 AW7092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AW7092'THE STATION IS LOCATED AT SUGAR LAND MUNICIPAL/HULL FIELD AIRPORT NEAR
 AW7092'THE SOUTH END OF THE FIELD ON THE EAST SIDE OF TAXIWAY F.  TO REACH
 AW7092'THE STATION FROM THE TERMINAL BUILDING, PROCEED ON AIRPORT SERVICE
 AW7092'ROAD LOCATED 100 FT (30.5 M) EAST OF THE TERMINAL BUILDING, FOLLOW
 AW7092'THIS ROAD SOUTH FOR 0.5 MI (0.8 KM) TO THE PARALLEL TAXIWAY, TURN LEFT
 AW7092'(SOUTH) ON THE TAXIWAY AND CONTINUE FOR 0.9 MI (1.4 KM) TO THE STATION
 AW7092'ON THE LEFT.  THE STATION IS LOCATED 39.8 FT (12.1 M) EAST OF THE
 AW7092'CENTERLINE OF THE TAXIWAY, 4.56 FT (1.39 M) EAST OF THE FIRST TAXIWAY
 AW7092'LIGHT FOR RUNWAY END 35.  NOTE...STATION 100 M (328.1 FT) 1988 IS 100
 AW7092'FT (30.5 M) SOUTH.  THE STATION IS A NGS CALIBRATION BASELINE DISK IN
 AW7092'A CONCRETE POST 0.5 M (1.6 FT) BELOW THE GROUND AND IS STAMPED 0 M
 AW7092'(0.0 FT) 1988.  FOR ACCESS TO STATION, CONTACT MR. RICHARD MORTON JR.,
 AW7092'AIRPORT OPERATIONS MANAGER, 12888 HIGHWAY 6 SOUTH, SUGAR LAND, TEXAS
 AW7092'77478, PHONE 713-491-2101.  STATION RECOVERED AND DESCRIBED 12-04-94
 AW7092'BY RONALD A ZEMAITIS, CHIEF OF PARTY, NGS.
 AW7092'NOTE....DO-NOT-WEAR-WHITE-CLOTHING-TO-THIS-AIRPORT. AIRPORT SHARES
 AW7092'PROPERTY WITH PRISON FARM.
 AW7092
 AW7092                          STATION RECOVERY (2005)
 AW7092
 AW7092'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AW7092'WITNESS POST IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6474 ***********************************************************************
 AC6474  DESIGNATION -  HOUSTON CBL 100
 AC6474  PID         -  AC6474
 AC6474  STATE/COUNTY-  TX/FORT BEND
 AC6474  USGS QUAD   -  SUGAR LAND (1995)
 AC6474
 AC6474                         *CURRENT SURVEY CONTROL
 AC6474  ___________________________________________________________________
 AC6474* NAD 83(1993)-  29 36 43.58998(N)    095 39 17.39713(W)     ADJUSTED  
 AC6474* NAVD 88     -        22.3    (meters)      73.     (feet)  GPS OBS   
 AC6474  ___________________________________________________________________
 AC6474  X           -    -546,833.919 (meters)                     COMP
 AC6474  Y           -  -5,522,617.842 (meters)                     COMP
 AC6474  Z           -   3,133,061.847 (meters)                     COMP
 AC6474  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AC6474  ELLIP HEIGHT-          -5.05  (meters)          (08/01/01) GPS OBS
 AC6474  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AC6474
 AC6474  HORZ ORDER  -  THIRD
 AC6474  ELLP ORDER  -  FOURTH    CLASS II
 AC6474
 AC6474.This mark is at Sugar Land Muni/hull Fld (SGR) Airport (SGR)
 AC6474
 AC6474.The horizontal coordinates were established by GPS observations
 AC6474.and adjusted by the National Geodetic Survey in September 1997..
 AC6474
 AC6474.The orthometric height was determined by GPS observations and a
 AC6474.high-resolution geoid model.
 AC6474
 AC6474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6474
 AC6474.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6474
 AC6474.The ellipsoidal height was determined by GPS observations
 AC6474.and is referenced to NAD 83.
 AC6474
 AC6474.The geoid height was determined by GEOID03.
 AC6474
 AC6474;                    North         East     Units Scale Factor Converg.
 AC6474;SPC TXSC     - 4,201,768.865   923,925.876   MT  0.99987490   +1 38 19.8
 AC6474;SPC TXSC     -13,785,303.35  3,031,246.81   sFT  0.99987490   +1 38 19.8
 AC6474;UTM  15      - 3,278,749.525   242,910.221   MT  1.00041560   -1 18 45.1
 AC6474
 AC6474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6474!SPC TXSC     -   1.00000079  x   0.99987490  =   0.99987569
 AC6474!UTM  15      -   1.00000079  x   1.00041560  =   1.00041639
 AC6474
 AC6474                          SUPERSEDED SURVEY CONTROL
 AC6474
 AC6474  ELLIP H (09/19/97)   -4.90   (m)                       GP(       ) 4 2
 AC6474
 AC6474.Superseded values are not recommended for survey control.
 AC6474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6474.See file dsdata.txt to determine how the superseded data were derived.
 AC6474
 AC6474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4291078750(NAD 83)
 AC6474_MARKER: DQ = CALIBRATION BASE LINE DISK
 AC6474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6474_STAMPING: 100 FT 1988
 AC6474_MARK LOGO: NGS   
 AC6474_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6474+STABILITY: SURFACE MOTION
 AC6474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6474+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AC6474
 AC6474  HISTORY     - Date     Condition        Report By
 AC6474  HISTORY     - 1988     MONUMENTED       NGS
 AC6474  HISTORY     - 19930615 GOOD             NGS
 AC6474  HISTORY     - 19961015 GOOD             NGS
 AC6474  HISTORY     - 20050319 GOOD             ENGLE
 AC6474
 AC6474                          STATION DESCRIPTION
 AC6474
 AC6474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC6474'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 AC6474'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 AC6474' 
 AC6474'THIS CALIBRATION BASE LINE WAS READJUSTED ON MARCH 7, 1990.  THE
 AC6474'ORIGINAL ADJUSTMENT (DATED JANUARY 6, 1989) WAS MADE USING INCORRECTLY
 AC6474'CALIBRATED INVAR TAPES.
 AC6474' 
 AC6474'THE BASE LINE IS LOCATED ABOUT 16.0 KM (10.0 MI) SOUTHWEST OF HOUSTON,
 AC6474'ABOUT 4.8 KM (3.0 MI) WEST OF SUGARLAND, ABOUT 1.3 KM (0.8 MI) WEST OF
 AC6474'THE INTERSECTION OF US HIGHWAY 90 ALTERNATE AND STATE HIGHWAY 6, AT
 AC6474'THE HOUSTON HULL AIRPORT.
 AC6474' 
 AC6474'TO REACH THE BASE LINE FROM THE INTERSECTION OF US HIGHWAY 59 AND
 AC6474'STATE HIGHWAY 6, SOUTHWEST OF HOUSTON, GO NORTHWEST ON HIGHWAY 6 FOR
 AC6474'3.1 KM (1.9 MI) TO THE INTERSECTION OF US HIGHWAY 90 ALTERNATE. TURN
 AC6474'LEFT AND GO WEST ON US HIGHWAY 90 ALT FOR 1.2 KM (0.75 MI) TO A ROAD
 AC6474'RIGHT. TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ACROSS THE
 AC6474'RAILROAD TRACKS, AND THROUGH A PRISON GATE, TO A DIRT ROAD RIGHT. TURN
 AC6474'RIGHT AND GO EAST FOR 0.6 KM (0.35 MI) TO A DIRT TRACK ROAD LEFT, JUST
 AC6474'PAST THE END OF THE TAXIWAY. TURN LEFT AND GO NORTH FOR 0.1 KM (0.05
 AC6474'MI) TO THE 0 METER POINT ON THE LEFT. NOTE--TO REACH THE 150 AND 430
 AC6474'METER POINTS CONTINUE NORTH ON THE DIRT TRACK ROAD, BUT TO REACH THE
 AC6474'1350 POINT YOU MUST GO BACK OUT TO THE INTERSECTION OF US HIGHWAY 90
 AC6474'ALT AND STATE HIGHWAY 6. THEN, GO NORTH ON STATE HIGHWAY 6 FOR 1.7 KM
 AC6474'(1.05 MI) TO THE AIRPORT ENTRANCE ON THE LEFT. TURN LEFT AND GO WEST
 AC6474'ON ENTRANCE ROAD FOR 0.3 KM (0.2 MI) TO THE GUARD SHACK AND A NARROW
 AC6474'PAVED ROAD LEFT. TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 0.1 KM
 AC6474'(0.05 MI) TO A CURVE RIGHT. FOLLOW THE CURVE TO THE RIGHT AND GO WEST
 AC6474'FOR 0.2 KM (0.1 MI) TO A CURVE LEFT. FOLLOW THE CURVE TO THE LEFT AND
 AC6474'GO SOUTHWEST ON THE PAVED ROAD FOR 0.4 KM (0.26 MI) TO THE 1350 METER
 AC6474'POINT ON THE LEFT.
 AC6474' 
 AC6474'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 AC6474'SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1350 METER POINTS.
 AC6474'THERE IS ALSO A DISK SET AT 100 FEET NORTH OF THE 0 METER POINT TO BE
 AC6474'USED FOR TAPE CALIBRATION. IT IS SET ALONG THE EAST SIDE OF THE MAIN
 AC6474'NORTH-SOUTH TAXIWAY. ALL MARKS ARE WITNESSED BY 3 SHORT FIBERGLASS
 AC6474'POSTS.
 AC6474' 
 AC6474'THE 100-FOOT POINT IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK
 AC6474'STAMPED--100 FT 1988--, SET INTO THE TOP OF A ROUND CONCRETE POST 30
 AC6474'CM (12 IN) IN DIAMETER FLUSH WITH THE GROUND, 30.5 M (100 FT) NORTH OF
 AC6474'THE 0 METER POINT, 6.0 M (19.7 FT) WEST OF THE WEST EDGE OF A
 AC6474'CULTIVATED FIELD, 4.7 M (15.4 FT) EAST OF THE EAST EDGE OF THE
 AC6474'TAXIWAY, AND 4.6 M (15.1 FT) SOUTHEAST OF A  BLUE, TAXIWAY LIGHT.
 AC6474' 
 AC6474'USER NOTES--CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AC6474'ELEVATIONS ARE FOR CBL USE ONLY. FOR PERMISSION TO ENTER THE AIRPORT
 AC6474'GROUNDS PLEASE CONTACT DON HULL, OWNER, OR JOHN HULL, MGR, AT HOUSTON
 AC6474'HULL AIRPORT, 12888 HWY.6, SOUTH SUGAR LAND, TEXAS, 77478. TELEPHONE
 AC6474'(713) 491-2101. ALSO, THE PRISON FARM SOUTHWEST OF THE AIRPORT SHOULD
 AC6474'BE INFORMED OF YOUR ACTIVITIES. CONTACT THE JESTER CENTRAL UNIT, RADIO
 AC6474'PICKET, AT (713) 491-2146.
 AC6474' 
 AC6474'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE TEXAS SOCIETY
 AC6474'OF PROFESSIONAL SURVEYORS. FOR MORE INFORMATION PLEASE CONTACT MR.
 AC6474'PAUL KWAN AT LANDTECH CONSULTANTS, 2627 NORTH LOOP WEST, SUITE 224,
 AC6474'HOUSTON, TEXAS, 77008. TELEPHONE (713) 861-7068.
 AC6474
 AC6474                          STATION RECOVERY (1993)
 AC6474
 AC6474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC6474'THE STATION IS LOCATED AT SUGAR LAND MUNI/HULL FIELD NEAR THE SOUTH
 AC6474'END OF THE FIELD ON THE EAST SIDE OF TAXIWAY F.  IT IS 214.0 FT (65.2
 AC6474'M) NORTH OF THE PROJECTED END OF THE TAXIWAY, 15.5 FT (4.7 M) EAST OF
 AC6474'THE EAST EDGE OF THE TAXIWAY AND 15.3 FT (4.7 M) SE OF THE SECOND
 AC6474'TAXIWAY LIGHT NORTH OF THE SOUTH END OF THE TAXIWAY.  THE STATION IS
 AC6474'AN NGS CALIBRATION BASELINE DISK IN A CONCRETE POST FLUSH WITH THE
 AC6474'GROUND.  IT IS STAMPED 100 FT (30.5 M) 1988.
 AC6474
 AC6474                          STATION RECOVERY (1996)
 AC6474
 AC6474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AC6474'THE STATION IS LOCATED AT THE SUGAR LAND MUNICIPAL/HULL FIELD ON THE
 AC6474'SOUTH END OF THE FIELD, EAST OF TAXIWAY F.  FOR ACCESS TO THE AIRPORT
 AC6474'CONTACT MR.  RICHARD N.  MORTON, 12888 HIGHWAY 6 SOUTH, SUGAR LAND
 AC6474'TEXAS 77478.  PHONE (713) 491-2101.  THE STATION IS 100.0 FEET (30.5
 AC6474'M) NORTH OF STATION 0 M (0.0 FT) 1988, 15.5 FEET (4.7 M) EAST OF THE
 AC6474'WESTERN EDGE OF TAXIWAY F AND 15.1 FT (4.6 M) SOUTHEAST OF THE SECOND
 AC6474'TAXIWAY LIGHT ON TAXIWAY F.  THE STATION IS A NGS CALIBRATION BASE
 AC6474'LINE TAPING DISK STAMPED 100 FT (30.5 M) 1988.
 AC6474'NOTE...DO-NOT-WEAR-WHITE-CLOTHING-TO-THIS-AIRPORT.  THE AIRPORT SHARES
 AC6474'PROPERTY WITH PRISON FARM LOCATED WEST AND SOUTH OF THE AIRPORT.
 AC6474
 AC6474                          STATION RECOVERY (2005)
 AC6474
 AC6474'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AC6474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7093 ***********************************************************************
 AW7093  DESIGNATION -  HOUSTON CBL 1350
 AW7093  PID         -  AW7093
 AW7093  STATE/COUNTY-  TX/FORT BEND
 AW7093  USGS QUAD   -  SUGAR LAND (1995)
 AW7093
 AW7093                         *CURRENT SURVEY CONTROL
 AW7093  ___________________________________________________________________
 AW7093* NAD 83(1993)-  29 37 26.32669(N)    095 39 21.04069(W)     ADJUSTED  
 AW7093* NAVD 88     -        23.3    (meters)      76.     (feet)  GPS OBS   
 AW7093  ___________________________________________________________________
 AW7093  X           -    -546,867.470 (meters)                     COMP
 AW7093  Y           -  -5,521,961.916 (meters)                     COMP
 AW7093  Z           -   3,134,206.313 (meters)                     COMP
 AW7093  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW7093  ELLIP HEIGHT-          -4.01  (meters)          (08/01/01) GPS OBS
 AW7093  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW7093
 AW7093  HORZ ORDER  -  SECOND
 AW7093  ELLP ORDER  -  FIFTH     CLASS I
 AW7093
 AW7093.This mark is at Sugar Land Muni/hull Fld (SGR) Airport (SGR)
 AW7093
 AW7093.The horizontal coordinates were established by GPS observations
 AW7093.and adjusted by the National Geodetic Survey in February 1996..
 AW7093
 AW7093.The orthometric height was determined by GPS observations and a
 AW7093.high-resolution geoid model.
 AW7093
 AW7093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7093
 AW7093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7093
 AW7093.The ellipsoidal height was determined by GPS observations
 AW7093.and is referenced to NAD 83.
 AW7093
 AW7093.The geoid height was determined by GEOID03.
 AW7093
 AW7093;                    North         East     Units Scale Factor Converg.
 AW7093;SPC TXSC     - 4,203,081.248   923,790.280   MT  0.99987592   +1 38 18.0
 AW7093;SPC TXSC     -13,789,609.06  3,030,801.94   sFT  0.99987592   +1 38 18.0
 AW7093;UTM  15      - 3,280,067.862   242,842.346   MT  1.00041603   -1 18 48.7
 AW7093
 AW7093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7093!SPC TXSC     -   1.00000063  x   0.99987592  =   0.99987655
 AW7093!UTM  15      -   1.00000063  x   1.00041603  =   1.00041666
 AW7093
 AW7093:                Primary Azimuth Mark                     Grid Az
 AW7093:SPC TXSC     -  HOUSTON CBL 0                            174 06 08.8
 AW7093:UTM  15      -  HOUSTON CBL 0                            177 03 15.5
 AW7093
 AW7093|---------------------------------------------------------------------|
 AW7093| PID    Reference Object                     Distance      Geod. Az  |
 AW7093|                                                           dddmmss.s |
 AW7093| AW7092 HOUSTON CBL 0                       APPROX. 1.3 KM 1754426.8 |
 AW7093|---------------------------------------------------------------------|
 AW7093
 AW7093                          SUPERSEDED SURVEY CONTROL
 AW7093
 AW7093  ELLIP H (02/16/96)   -4.05   (m)                       GP(       ) 5 1
 AW7093  NAD 83(1986)-  29 37 26.34054(N)    095 39 21.02204(W) AD(       ) 2
 AW7093  NGVD 29 (03/26/93)   23.32   (m)           76.5    (f) LEVELING    3  
 AW7093
 AW7093.Superseded values are not recommended for survey control.
 AW7093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7093.See file dsdata.txt to determine how the superseded data were derived.
 AW7093
 AW7093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4284280068(NAD 83)
 AW7093_MARKER: DQ = CALIBRATION BASE LINE DISK
 AW7093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7093_SP_SET: CONCRETE POST
 AW7093_STAMPING: 1350 M 1988
 AW7093_MARK LOGO: NGS   
 AW7093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7093+STABILITY: SURFACE MOTION
 AW7093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7093+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AW7093
 AW7093  HISTORY     - Date     Condition        Report By
 AW7093  HISTORY     - 1988     MONUMENTED       NGS
 AW7093  HISTORY     - 19881010 GOOD             NGS
 AW7093  HISTORY     - 19921024 GOOD
 AW7093  HISTORY     - 19930615 GOOD             NGS
 AW7093  HISTORY     - 19950918 GOOD             NGS
 AW7093  HISTORY     - 20050319 GOOD             ENGLE
 AW7093
 AW7093                          STATION DESCRIPTION
 AW7093
 AW7093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AW7093'THE STATION IS LOCATED ON THE WEST SIDE OF HOUSTON AT THE SUGARLAND
 AW7093'MUNICIPAL AIRPORT (FORMERLY HULL FIELD) NEAR MIDFIELD EAST OF THE
 AW7093'RUNWAY AND TAXIWAY FOXTROT F AND JUST SOUTHEAST OF THE JUNCTION OF
 AW7093'TAXIWAYS FOXTROT F AND CHARLIE C.
 AW7093'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 AW7093'ACCESS THE AIRFIELD.12888 HIGHWAY 6 SOUTH, SUGARLAND,TEXAS
 AW7093'77478.PHONE (713) 491-2101.
 AW7093'THE STATION MARK IS A BRONZE NGS CALIBRATION BASELINE DISK
 AW7093'STAMPED---1350 M 1988---,SET IN A SQUARE CONCRETE MONUMENT 0.02 M
 AW7093'(0.07 FT) BELOW GROUND LEVEL,IT IS 22.86 M (75.00 FT) EAST OF THE
 AW7093'CENTERLINE OF TAXIWAY FOXTROT F, 13.50 M (44.29 FT) SSE OF THE
 AW7093'CENTERLINE EAST END OF A TWIN PIPE CULVERT UNDER A GRAVEL TRACK ROAD,
 AW7093'10.74 M (35.24 FT) SOUTHWEST OF THE SOUTHWEST FACING OF A 0.65 M
 AW7093'(2.13 FT) DIAMETER CREOSOTE TREATED BARBED WIRE FENCE CORNER POST AND
 AW7093'0.35 M (1.15 FT) SOUTHWEST OF AN ORANGE CARSONITE WITNESS POST
 AW7093'PROJECTING 0.59 M (1.94 FT) AND IS SOMEWHAT SHATTERED BY MOWER
 AW7093'BLADES.
 AW7093
 AW7093                          STATION RECOVERY (1988)
 AW7093
 AW7093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (CLN)
 AW7093'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 AW7093'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 AW7093' 
 AW7093'THIS CALIBRATION BASE LINE WAS READJUSTED ON MARCH 7, 1990.  THE
 AW7093'ORIGINAL ADJUSTMENT (DATED JANUARY 6, 1989) WAS MADE USING INCORRECTLY
 AW7093'CALIBRATED INVAR TAPES.
 AW7093' 
 AW7093'THE BASE LINE IS LOCATED ABOUT 16.0 KM (10.0 MI) SOUTHWEST OF HOUSTON,
 AW7093'ABOUT 4.8 KM (3.0 MI) WEST OF SUGARLAND, ABOUT 1.3 KM (0.8 MI) WEST OF
 AW7093'THE INTERSECTION OF US HIGHWAY 90 ALTERNATE AND STATE HIGHWAY 6, AT
 AW7093'THE HOUSTON HULL AIRPORT.
 AW7093' 
 AW7093'TO REACH THE BASE LINE FROM THE INTERSECTION OF US HIGHWAY 59 AND
 AW7093'STATE HIGHWAY 6, SOUTHWEST OF HOUSTON, GO NORTHWEST ON HIGHWAY 6 FOR
 AW7093'3.1 KM (1.9 MI) TO THE INTERSECTION OF US HIGHWAY 90 ALTERNATE. TURN
 AW7093'LEFT AND GO WEST ON US HIGHWAY 90 ALT FOR 1.2 KM (0.75 MI) TO A ROAD
 AW7093'RIGHT. TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ACROSS THE
 AW7093'RAILROAD TRACKS, AND THROUGH A PRISON GATE, TO A DIRT ROAD RIGHT. TURN
 AW7093'RIGHT AND GO EAST FOR 0.6 KM (0.35 MI) TO A DIRT TRACK ROAD LEFT, JUST
 AW7093'PAST THE END OF THE TAXIWAY. TURN LEFT AND GO NORTH FOR 0.1 KM (0.05
 AW7093'MI) TO THE 0 METER POINT ON THE LEFT. NOTE--TO REACH THE 150 AND 430
 AW7093'METER POINTS CONTINUE NORTH ON THE DIRT TRACK ROAD, BUT TO REACH THE
 AW7093'1350 POINT YOU MUST GO BACK OUT TO THE INTERSECTION OF US HIGHWAY 90
 AW7093'ALT AND STATE HIGHWAY 6. THEN, GO NORTH ON STATE HIGHWAY 6 FOR 1.7 KM
 AW7093'(1.05 MI) TO THE AIRPORT ENTRANCE ON THE LEFT. TURN LEFT AND GO WEST
 AW7093'ON ENTRANCE ROAD FOR 0.3 KM (0.2 MI) TO THE GUARD SHACK AND A NARROW
 AW7093'PAVED ROAD LEFT. TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 0.1 KM
 AW7093'(0.05 MI) TO A CURVE RIGHT. FOLLOW THE CURVE TO THE RIGHT AND GO WEST
 AW7093'FOR 0.2 KM (0.1 MI) TO A CURVE LEFT. FOLLOW THE CURVE TO THE LEFT AND
 AW7093'GO SOUTHWEST ON THE PAVED ROAD FOR 0.4 KM (0.26 MI) TO THE 1350 METER
 AW7093'POINT ON THE LEFT.
 AW7093' 
 AW7093'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 AW7093'SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1350 METER POINTS.
 AW7093'THERE IS ALSO A DISK SET AT 100 FEET NORTH OF THE 0 METER POINT TO BE
 AW7093'USED FOR TAPE CALIBRATION. IT IS SET ALONG THE EAST SIDE OF THE MAIN
 AW7093'NORTH-SOUTH TAXIWAY. ALL MARKS ARE WITNESSED BY 3 SHORT FIBERGLASS
 AW7093'POSTS.
 AW7093' 
 AW7093'THE 1350 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AW7093'STAMPED--1350 M 1988--, SET INTO THE TOP OF A ROUND CONCRETE POST 30
 AW7093'CM (12 IN) IN DIAMETER RECESSED 0.1 M (0.3 FT) BELOW THE GROUND, 15.2
 AW7093'M (49.9 FT) EAST OF THE EAST EDGE OF THE TAXIWAY, 12.2 M (40.0 FT)
 AW7093'EAST OF A BLUE, TAXIWAY LIGHT, 12.0 M (39.4 FT) SOUTH OF THE
 AW7093'APPROXIMATE CENTER OF A DRAINAGE DITCH, AND 4.3 M (14.1 FT) EAST OF
 AW7093'THE CENTERLINE OF AN ASPHALT ROAD.
 AW7093
 AW7093                          STATION RECOVERY (1992)
 AW7093
 AW7093'RECOVERED 1992
 AW7093'RECOVERED IN GOOD CONDITION.
 AW7093
 AW7093                          STATION RECOVERY (1993)
 AW7093
 AW7093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AW7093'THE STATION IS LOCATED AT SUGAR LAND MUNI/HULL FIELD AT ABOUT
 AW7093'MID-FIELD ON THE EAST SIDE OF TAXIWAY F.  IT IS 50 FT (15.2 M) EAST OF
 AW7093'THE EAST EDGE OF THE TAXIWAY, 36 FT (11.0 M) SW OF THE FENCE CORNER
 AW7093'POST, 60.0 FT (18.3 M) SE OF THE TAXIWAY SIGN, 84.0 FT (25.6 M) SOUTH
 AW7093'OF THE EXTENDED CENTERLINE OF TAXIWAY C AND 40.2 FT (12.3 M) EAST OF A
 AW7093'TAXIWAY LIGHT.  THE STATION IS AN NGS CALIBRATION BASELINE DISK IN A
 AW7093'CONCRETE POST 0.2 FT (6.1 CM) BELOW GROUND LEVEL. IT IS STAMPED 1350 M
 AW7093'(4429.1 FT) 1988.
 AW7093
 AW7093                          STATION RECOVERY (1995)
 AW7093
 AW7093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ED)
 AW7093'RECOVERED AS DESCRIBED.
 AW7093
 AW7093                          STATION RECOVERY (2005)
 AW7093
 AW7093'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AW7093'WITNESS POST IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6475 ***********************************************************************
 AC6475  SACS        -  This is a Secondary Airport Control Station.
 AC6475  DESIGNATION -  HOUSTON CBL 150
 AC6475  PID         -  AC6475
 AC6475  STATE/COUNTY-  TX/FORT BEND
 AC6475  USGS QUAD   -  SUGAR LAND (1995)
 AC6475
 AC6475                         *CURRENT SURVEY CONTROL
 AC6475  ___________________________________________________________________
 AC6475* NAD 83(1993)-  29 36 47.46120(N)    095 39 17.72605(W)     ADJUSTED  
 AC6475* NAVD 88     -        22.07   (meters)      72.4    (feet)  GPS OBS   
 AC6475  ___________________________________________________________________
 AC6475  X           -    -546,836.902 (meters)                     COMP
 AC6475  Y           -  -5,522,558.159 (meters)                     COMP
 AC6475  Z           -   3,133,165.361 (meters)                     COMP
 AC6475  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AC6475  ELLIP HEIGHT-          -5.28  (meters)          (08/01/01) GPS OBS
 AC6475  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AC6475
 AC6475  HORZ ORDER  -  FIRST
 AC6475  ELLP ORDER  -  FOURTH    CLASS II
 AC6475
 AC6475.This mark is at Sugar Land Muni/hull Fld (SGR) Airport (SGR)
 AC6475
 AC6475.The horizontal coordinates were established by GPS observations
 AC6475.and adjusted by the National Geodetic Survey in September 1997..
 AC6475
 AC6475.The orthometric height was determined by GPS observations and a
 AC6475.high-resolution geoid model.
 AC6475
 AC6475.GPS derived orthometric heights for airport stations designated as
 AC6475.PACS or SACS are published to 2 decimal places.  This maintains
 AC6475.centimeter relative accuracy between the PACS and SACS.  It does
 AC6475.not indicate centimeter accuracy relative to other marks which are
 AC6475.part of the NAVD 88 network.
 AC6475
 AC6475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6475
 AC6475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6475
 AC6475.The ellipsoidal height was determined by GPS observations
 AC6475.and is referenced to NAD 83.
 AC6475
 AC6475.The geoid height was determined by GEOID03.
 AC6475
 AC6475;                    North         East     Units Scale Factor Converg.
 AC6475;SPC TXSC     - 4,201,887.745   923,913.623   MT  0.99987499   +1 38 19.7
 AC6475;SPC TXSC     -13,785,693.38  3,031,206.61   sFT  0.99987499   +1 38 19.7
 AC6475;UTM  15      - 3,278,868.943   242,904.101   MT  1.00041564   -1 18 45.5
 AC6475
 AC6475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6475!SPC TXSC     -   1.00000083  x   0.99987499  =   0.99987582
 AC6475!UTM  15      -   1.00000083  x   1.00041564  =   1.00041647
 AC6475
 AC6475                          SUPERSEDED SURVEY CONTROL
 AC6475
 AC6475  ELLIP H (09/19/97)   -5.12   (m)                       GP(       ) 4 2
 AC6475
 AC6475.Superseded values are not recommended for survey control.
 AC6475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6475.See file dsdata.txt to determine how the superseded data were derived.
 AC6475
 AC6475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4290478869(NAD 83)
 AC6475_MARKER: DQ = CALIBRATION BASE LINE DISK
 AC6475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6475_STAMPING: 150 M 1988
 AC6475_MARK LOGO: NGS   
 AC6475_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6475+STABILITY: SURFACE MOTION
 AC6475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6475+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AC6475
 AC6475  HISTORY     - Date     Condition        Report By
 AC6475  HISTORY     - 1988     MONUMENTED       NGS
 AC6475  HISTORY     - 19930615 GOOD             NGS
 AC6475  HISTORY     - 19961015 GOOD             NGS
 AC6475  HISTORY     - 20050319 GOOD             ENGLE
 AC6475
 AC6475                          STATION DESCRIPTION
 AC6475
 AC6475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC6475'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 AC6475'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 AC6475' 
 AC6475'THIS CALIBRATION BASE LINE WAS READJUSTED ON MARCH 7, 1990.  THE
 AC6475'ORIGINAL ADJUSTMENT (DATED JANUARY 6, 1989) WAS MADE USING INCORRECTLY
 AC6475'CALIBRATED INVAR TAPES.
 AC6475' 
 AC6475'THE BASE LINE IS LOCATED ABOUT 16.0 KM (10.0 MI) SOUTHWEST OF HOUSTON,
 AC6475'ABOUT 4.8 KM (3.0 MI) WEST OF SUGARLAND, ABOUT 1.3 KM (0.8 MI) WEST OF
 AC6475'THE INTERSECTION OF US HIGHWAY 90 ALTERNATE AND STATE HIGHWAY 6, AT
 AC6475'THE HOUSTON HULL AIRPORT.
 AC6475' 
 AC6475'TO REACH THE BASE LINE FROM THE INTERSECTION OF US HIGHWAY 59 AND
 AC6475'STATE HIGHWAY 6, SOUTHWEST OF HOUSTON, GO NORTHWEST ON HIGHWAY 6 FOR
 AC6475'3.1 KM (1.9 MI) TO THE INTERSECTION OF US HIGHWAY 90 ALTERNATE. TURN
 AC6475'LEFT AND GO WEST ON US HIGHWAY 90 ALT FOR 1.2 KM (0.75 MI) TO A ROAD
 AC6475'RIGHT. TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ACROSS THE
 AC6475'RAILROAD TRACKS, AND THROUGH A PRISON GATE, TO A DIRT ROAD RIGHT. TURN
 AC6475'RIGHT AND GO EAST FOR 0.6 KM (0.35 MI) TO A DIRT TRACK ROAD LEFT, JUST
 AC6475'PAST THE END OF THE TAXIWAY. TURN LEFT AND GO NORTH FOR 0.1 KM (0.05
 AC6475'MI) TO THE 0 METER POINT ON THE LEFT. NOTE--TO REACH THE 150 AND 430
 AC6475'METER POINTS CONTINUE NORTH ON THE DIRT TRACK ROAD, BUT TO REACH THE
 AC6475'1350 POINT YOU MUST GO BACK OUT TO THE INTERSECTION OF US HIGHWAY 90
 AC6475'ALT AND STATE HIGHWAY 6. THEN, GO NORTH ON STATE HIGHWAY 6 FOR 1.7 KM
 AC6475'(1.05 MI) TO THE AIRPORT ENTRANCE ON THE LEFT. TURN LEFT AND GO WEST
 AC6475'ON ENTRANCE ROAD FOR 0.3 KM (0.2 MI) TO THE GUARD SHACK AND A NARROW
 AC6475'PAVED ROAD LEFT. TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 0.1 KM
 AC6475'(0.05 MI) TO A CURVE RIGHT. FOLLOW THE CURVE TO THE RIGHT AND GO WEST
 AC6475'FOR 0.2 KM (0.1 MI) TO A CURVE LEFT. FOLLOW THE CURVE TO THE LEFT AND
 AC6475'GO SOUTHWEST ON THE PAVED ROAD FOR 0.4 KM (0.26 MI) TO THE 1350 METER
 AC6475'POINT ON THE LEFT. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0
 AC6475'METER POINT ON THE SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1350
 AC6475'METER POINTS. THERE IS ALSO A DISK SET AT 100 FEET NORTH OF THE 0
 AC6475'METER POINT TO BE USED FOR TAPE CALIBRATION. IT IS SET ALONG THE EAST
 AC6475'SIDE OF THE MAIN NORTH-SOUTH TAXIWAY. ALL MARKS ARE WITNESSED BY 3
 AC6475'SHORT FIBERGLASS POSTS.
 AC6475' 
 AC6475'THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AC6475'STAMPED--150 M 1988--, SET INTO THE TOP OF A ROUND CONCRETE POST 30 CM
 AC6475'(12 IN) IN DIAMETER FLUSH WITH THE GROUND, 6.1 M (20.0 FT) WEST OF THE
 AC6475'WEST EDGE OF A CULTIVATED FIELD, 5.7 M (18.7 FT) EAST OF THE EAST EDGE
 AC6475'OF THE TAXIWAY, AND 2.7 M (8.9 FT) EAST OF A BLUE, TAXIWAY LIGHT.
 AC6475
 AC6475                          STATION RECOVERY (1993)
 AC6475
 AC6475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC6475'THE STATION IS LOCATED AT SUGAR LAND MUNI/HULL FIELD NEAR THE SOUTH
 AC6475'END OF THE FIELD ON THE EAST SIDE OF TAXIWAY F.  IT IS 18.7 FT (5.7 M)
 AC6475'EAST OF THE EAST EDGE OF THE TAXIWAY, 8.6 FT (2.6 M) EAST OF THE
 AC6475'FOURTH TAXIWAY LIGHT NORTH OF THE SOUTH END OF THE TAXIWAY AND 1.5 FT
 AC6475'(0.5 M) NORTH OF THE PROJECTED LINE ACROSS THE TAXIWAY BETWEEN THE
 AC6475'TAXIWAY LIGHTS.  THE STATION IS AN NGS CALIBRATION BASELINE DISK IN A
 AC6475'CONCRETE POST 0.5 FT (15.2 CM) BELOW GROUND LEVEL.  IT IS STAMPED 150
 AC6475'M (492.1 FT) 1988.
 AC6475
 AC6475                          STATION RECOVERY (1996)
 AC6475
 AC6475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AC6475'THE STATION IS LOCATED AT SUGAR LAND MUNICIPAL/HULL FIELD AIRPORT NEAR
 AC6475'THE SOUTH END OF THE FIELD ON THE EAST SIDE OF TAXIWAY F.  TO REACH
 AC6475'THE STATION FROM THE TERMINAL BUILDING, PROCEED ON AIRPORT SERVICE
 AC6475'ROAD LOCATED 100 FT (30.5 M) EAST OF THE TERMINAL BUILDING, FOLLOW
 AC6475'THIS ROAD SOUTH FOR 0.5 MI (0.8 KM) TO THE PARALLEL TAXIWAY, TURN LEFT
 AC6475'(SOUTH) ON THE TAXIWAY AND CONTINUE FOR 0.9 MI (1.4 KM) TO THE STATION
 AC6475'ON THE LEFT.  THE STATION IS LOCATED 18.7 FT (5.7 M) EAST OF THE EAST
 AC6475'EDGE OF THE TAXIWAY, 8.6 FT (2.6 M) EAST OF THE FOURTH TAXIWAY LIGHT
 AC6475'FOR RUNWAY END 35, AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS
 AC6475'POST.  NOTE...STATION 100 M (328.1 FT) 1988 IS 150 FT (45.7 M) SOUTH
 AC6475'AND STATION 0M 1988 IS 150 FT (45.7 M) NORTH.  THE STATION IS A NGS
 AC6475'CALIBRATION BASELINE DISK IN A CONCRETE POST 0.5 M (1.6 FT) BELOW THE
 AC6475'GROUND AND IS STAMPED 150 M (492.1 FT) 1988.  FOR ACCESS TO STATION,
 AC6475'CONTACT MR.  RICHARD MORTON JR., AIRPORT OPERATIONS MANAGER, 12888
 AC6475'HIGHWAY 6 SOUTH, SUGAR LAND, TEXAS 77478, PHONE 713-491-2101.  STATION
 AC6475'RECOVERED AND DESCRIBED 12-04-94 BY RONALD A ZEMAITIS, CHIEF OF PARTY,
 AC6475'NGS. NOTE....DO-NOT-WEAR-WHITE-CLOTHING-TO-THIS-AIRPORT.  AIRPORT
 AC6475'SHARES PROPERTY WITH PRISON FARM.  THIS STATION HAS BEEN SELECTED AS A
 AC6475'SECONDARY AIRPORT CONTROL STATION (SACS) .
 AC6475
 AC6475                          STATION RECOVERY (2005)
 AC6475
 AC6475'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AC6475'WITNESS POST IS MISSING.  THE MARK WAS RECOVERED APPROXIMATELY 8-10
 AC6475'INCHES BELOW NATURAL GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3012 ***********************************************************************
 AE3012  DESIGNATION -  HOUSTON CBL 430
 AE3012  PID         -  AE3012
 AE3012  STATE/COUNTY-  TX/FORT BEND
 AE3012  USGS QUAD   -  SUGAR LAND (1995)
 AE3012
 AE3012                         *CURRENT SURVEY CONTROL
 AE3012  ___________________________________________________________________
 AE3012* NAD 83(1993)-  29 36 56.52908(N)    095 39 18.49870(W)     ADJUSTED  
 AE3012* NAVD 88     -        22.1    (meters)      73.     (feet)  GPS OBS   
 AE3012  ___________________________________________________________________
 AE3012  X           -    -546,843.996 (meters)                     COMP
 AE3012  Y           -  -5,522,418.836 (meters)                     COMP
 AE3012  Z           -   3,133,408.108 (meters)                     COMP
 AE3012  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AE3012  ELLIP HEIGHT-          -5.25  (meters)          (08/01/01) GPS OBS
 AE3012  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AE3012
 AE3012  HORZ ORDER  -  THIRD
 AE3012  ELLP ORDER  -  FOURTH    CLASS II
 AE3012
 AE3012.This mark is at Sugar Land Muni/hull Fld (SGR) Airport (SGR)
 AE3012
 AE3012.The horizontal coordinates were established by GPS observations
 AE3012.and adjusted by the National Geodetic Survey in September 1997..
 AE3012
 AE3012.The orthometric height was determined by GPS observations and a
 AE3012.high-resolution geoid model.
 AE3012
 AE3012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3012
 AE3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3012
 AE3012.The ellipsoidal height was determined by GPS observations
 AE3012.and is referenced to NAD 83.
 AE3012
 AE3012.The geoid height was determined by GEOID03.
 AE3012
 AE3012;                    North         East     Units Scale Factor Converg.
 AE3012;SPC TXSC     - 4,202,166.207   923,884.863   MT  0.99987521   +1 38 19.3
 AE3012;SPC TXSC     -13,786,606.96  3,031,112.25   sFT  0.99987521   +1 38 19.3
 AE3012;UTM  15      - 3,279,148.668   242,889.709   MT  1.00041573   -1 18 46.2
 AE3012
 AE3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3012!SPC TXSC     -   1.00000082  x   0.99987521  =   0.99987603
 AE3012!UTM  15      -   1.00000082  x   1.00041573  =   1.00041655
 AE3012
 AE3012                          SUPERSEDED SURVEY CONTROL
 AE3012
 AE3012  ELLIP H (09/19/97)   -5.09   (m)                       GP(       ) 4 2
 AE3012
 AE3012.Superseded values are not recommended for survey control.
 AE3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3012.See file dsdata.txt to determine how the superseded data were derived.
 AE3012
 AE3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4289079149(NAD 83)
 AE3012_MARKER: DQ = CALIBRATION BASE LINE DISK
 AE3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3012_STAMPING: 430 M 1988
 AE3012_MARK LOGO: NGS   
 AE3012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3012+STABILITY: SURFACE MOTION
 AE3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3012+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AE3012
 AE3012  HISTORY     - Date     Condition        Report By
 AE3012  HISTORY     - 1988     MONUMENTED       NGS
 AE3012  HISTORY     - 19961015 GOOD             NGS
 AE3012  HISTORY     - 20050319 GOOD             ENGLE
 AE3012
 AE3012                          STATION DESCRIPTION
 AE3012
 AE3012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AE3012'A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASE
 AE3012'LINE.  THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT.
 AE3012' 
 AE3012'THIS CALIBRATION BASE LINE WAS READJUSTED ON MARCH 7, 1990.  THE
 AE3012'ORIGINAL ADJUSTMENT (DATED JANUARY 6, 1989) WAS MADE USING INCORRECTLY
 AE3012'CALIBRATED INVAR TAPES.
 AE3012' 
 AE3012'THE BASE LINE IS LOCATED ABOUT 16.0 KM (10.0 MI) SOUTHWEST OF HOUSTON,
 AE3012'ABOUT 4.8 KM (3.0 MI) WEST OF SUGARLAND, ABOUT 1.3 KM (0.8 MI) WEST OF
 AE3012'THE INTERSECTION OF US HIGHWAY 90 ALTERNATE AND STATE HIGHWAY 6, AT
 AE3012'THE HOUSTON HULL AIRPORT.
 AE3012' 
 AE3012'TO REACH THE BASE LINE FROM THE INTERSECTION OF US HIGHWAY 59 AND
 AE3012'STATE HIGHWAY 6, SOUTHWEST OF HOUSTON, GO NORTHWEST ON HIGHWAY 6 FOR
 AE3012'3.1 KM (1.9 MI) TO THE INTERSECTION OF US HIGHWAY 90 ALTERNATE. TURN
 AE3012'LEFT AND GO WEST ON US HIGHWAY 90 ALT FOR 1.2 KM (0.75 MI) TO A ROAD
 AE3012'RIGHT. TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ACROSS THE
 AE3012'RAILROAD TRACKS, AND THROUGH A PRISON GATE, TO A DIRT ROAD RIGHT. TURN
 AE3012'RIGHT AND GO EAST FOR 0.6 KM (0.35 MI) TO A DIRT TRACK ROAD LEFT, JUST
 AE3012'PAST THE END OF THE TAXIWAY. TURN LEFT AND GO NORTH FOR 0.1 KM (0.05
 AE3012'MI) TO THE 0 METER POINT ON THE LEFT. NOTE--TO REACH THE 150 AND 430
 AE3012'METER POINTS CONTINUE NORTH ON THE DIRT TRACK ROAD, BUT TO REACH THE
 AE3012'1350 POINT YOU MUST GO BACK OUT TO THE INTERSECTION OF US HIGHWAY 90
 AE3012'ALT AND STATE HIGHWAY 6. THEN, GO NORTH ON STATE HIGHWAY 6 FOR 1.7 KM
 AE3012'(1.05 MI) TO THE AIRPORT ENTRANCE ON THE LEFT. TURN LEFT AND GO WEST
 AE3012'ON ENTRANCE ROAD FOR 0.3 KM (0.2 MI) TO THE GUARD SHACK AND A NARROW
 AE3012'PAVED ROAD LEFT. TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 0.1 KM
 AE3012'(0.05 MI) TO A CURVE RIGHT. FOLLOW THE CURVE TO THE RIGHT AND GO WEST
 AE3012'FOR 0.2 KM (0.1 MI) TO A CURVE LEFT. FOLLOW THE CURVE TO THE LEFT AND
 AE3012'GO SOUTHWEST ON THE PAVED ROAD FOR 0.4 KM (0.26 MI) TO THE 1350 METER
 AE3012'POINT ON THE LEFT.
 AE3012' 
 AE3012'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 AE3012'SOUTH END. IT CONSISTS OF THE 0, 150, 430, AND 1350 METER POINTS.
 AE3012'THERE IS ALSO A DISK SET AT 100 FEET NORTH OF THE 0 METER POINT TO BE
 AE3012'USED FOR TAPE CALIBRATION. IT IS SET ALONG THE EAST SIDE OF THE MAIN
 AE3012'NORTH-SOUTH TAXIWAY. ALL MARKS ARE WITNESSED BY 3 SHORT FIBERGLASS
 AE3012'POSTS.
 AE3012' 
 AE3012'THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AE3012'STAMPED--430 M 1988--, SET INTO THE TOP OF A ROUND CONCRETE POST 30 CM
 AE3012'(12 IN) DIAMETER FLUSH WITH THE GROUND, 8.7 M (28.5 FT) SOUTHEAST OF A
 AE3012'BLUE, TAXIWAY LIGHT, 8.0 M (26.2 FT) EAST OF THE EAST EDGE OF THE
 AE3012'TAXIWAY, AND 5.8 M (19.0 FT) WEST OF THE WEST EDGE OF A CULTIVATED
 AE3012'FIELD.
 AE3012
 AE3012                          STATION RECOVERY (1996)
 AE3012
 AE3012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (ED)
 AE3012'THE STATION IS LOCATED AT THE SUGAR LAND MUNICIPAL/HULL FIELD ON THE
 AE3012'SOUTH END OF THE FIELD, EAST OF TAXIWAY F.  FOR ACCESS TO THE AIRPORT
 AE3012'CONTACT MR.  RICHARD N.  MORTON, 12888 HIGHWAY 6 SOUTH, SUGAR LAND
 AE3012'TEXAS 77478.  PHONE (713) 491-2101.  THE STATION IS 989.2 FEET (301.5
 AE3012'M) NORTH OF CBL STATION 150 M (492.1 FT) 1988, 26.2 FEET (8.0 M) EAST
 AE3012'OF THE EASTERN EDGE OF TAXIWAY F AND 28.5 FT (8.7 M) SOUTHEAST OF THE
 AE3012'NINTH TAXIWAY LIGHT ON TAXIWAY F.  THE STATION IS A NGS CALIBRATION
 AE3012'BASE LINE DISK STAMPED 430 M (1410.8 FT) 1988.
 AE3012'NOTE...DO-NOT-WEAR-WHITE-CLOTHING-TO-THIS-AIRPORT.  THE AIRPORT SHARES
 AE3012'PROPERTY WITH PRISON FARM LOCATED WEST AND SOUTH OF THE AIRPORT.
 AE3012
 AE3012                          STATION RECOVERY (2005)
 AE3012
 AE3012'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AE3012'WITNESS POST IS MISSING.  THE MARK WAS RECOVERED APPROXIMATELY 8-10
 AE3012'INCHES BELOW NATURAL GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6692 ***********************************************************************
 AW6692  DESIGNATION -  HOUSTON CENTRAL WAREHOUSE TANK
 AW6692  PID         -  AW6692
 AW6692  STATE/COUNTY-  TX/HARRIS
 AW6692  USGS QUAD   -  SETTEGAST (1995)
 AW6692
 AW6692                         *CURRENT SURVEY CONTROL
 AW6692  ___________________________________________________________________
 AW6692* NAD 83(1993)-  29 45 34.77227(N)    095 20 18.63915(W)     ADJUSTED  
 AW6692* NAVD 88     -                                                        
 AW6692  ___________________________________________________________________
 AW6692  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6692  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6692
 AW6692  HORZ ORDER  -  THIRD
 AW6692
 AW6692.The horizontal coordinates were established by classical geodetic methods
 AW6692.and adjusted by the National Geodetic Survey in February 1996..
 AW6692
 AW6692
 AW6692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6692
 AW6692.The geoid height was determined by GEOID03.
 AW6692
 AW6692;                    North         East     Units Scale Factor Converg.
 AW6692;SPC TXSC     - 4,219,032.040   954,035.071   MT  0.99989063   +1 47 37.7
 AW6692;SPC TXSC     -13,841,940.95  3,130,030.06   sFT  0.99989063   +1 47 37.7
 AW6692;UTM  15      - 3,294,445.358   273,882.462   MT  1.00023089   -1 09 40.5
 AW6692
 AW6692                          SUPERSEDED SURVEY CONTROL
 AW6692
 AW6692  NAD 83(1986)-  29 45 34.78675(N)    095 20 18.61997(W) AD(       ) 4
 AW6692  NAD 27      -  29 45 33.96624(N)    095 20 17.84534(W) AD(       ) 3
 AW6692
 AW6692.Superseded values are not recommended for survey control.
 AW6692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6692.See file dsdata.txt to determine how the superseded data were derived.
 AW6692
 AW6692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7388294445(NAD 83)
 AW6692_MARKER: 53 = ELEVATED TANK
 AW6692
 AW6692  HISTORY     - Date     Condition        Report By
 AW6692  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6692  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AW6692
 AW6692                          STATION DESCRIPTION
 AW6692
 AW6692'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6692'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF THE CENTER OF
 AW6692'HOUSTON IN THE NORTHEAST ANGLE OF THE INTERSECTION OF MIDDLE AND
 AW6692'FREUND STREETS.  IT IS A WATER TANK WITH FOUR LACED CHANNEL
 AW6692'STEEL LEGS AND HAS A CONICAL ROOF AND A HEMISPHERICAL BOTTOM,
 AW6692'SILVER IN COLOR WITH BLACK LETTERING HOUSTON CENTRAL WAREHOUSE
 AW6692'PAINTED ON THE SIDE OF THE TANK.  THE OVER-ALL HEIGHT IS 133 FEET.
 AW6692'THE TANK IS OWNED BY THE HOUSTON CENTRAL WAREHOUSE AND COLD
 AW6692'STORAGE COMPANY.  THIS TANK WAS BUILT IN 1913.
 AW6692'
 AW6692'THE POINT INTERSECTED WAS THE BALL AT THE APEX.
 AW6692
 AW6692                          STATION RECOVERY (2004)
 AW6692
 AW6692'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5825 ***********************************************************************
 AW5825  DESIGNATION -  HOUSTON CHAN ENT REAR RG BCN
 AW5825  PID         -  AW5825
 AW5825  STATE/COUNTY-  TX/GALVESTON
 AW5825  USGS QUAD   -  PORT BOLIVAR (1994)
 AW5825
 AW5825                         *CURRENT SURVEY CONTROL
 AW5825  ___________________________________________________________________
 AW5825* NAD 83(1993)-  29 22 37.16926(N)    094 48 43.53951(W)     ADJUSTED  
 AW5825* NAVD 88     -                                                        
 AW5825  ___________________________________________________________________
 AW5825  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AW5825  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW5825
 AW5825  HORZ ORDER  -  THIRD
 AW5825
 AW5825.The horizontal coordinates were established by classical geodetic methods
 AW5825.and adjusted by the National Geodetic Survey in February 1996..
 AW5825
 AW5825
 AW5825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5825
 AW5825.The geoid height was determined by GEOID03.
 AW5825
 AW5825;                    North         East     Units Scale Factor Converg.
 AW5825;SPC TXSC     - 4,178,355.828 1,006,433.108   MT  0.99986351   +2 03 06.1
 AW5825;SPC TXSC     -13,708,489.08  3,301,939.29   sFT  0.99986351   +2 03 06.1
 AW5825;UTM  15      - 3,251,118.786   324,131.054   MT  0.99998166   -0 53 21.0
 AW5825
 AW5825                          SUPERSEDED SURVEY CONTROL
 AW5825
 AW5825  NAD 83(1986)-  29 22 37.18454(N)    094 48 43.52038(W) AD(       ) 4
 AW5825  NAD 27      -  29 22 36.33895(N)    094 48 42.81358(W) AD(       ) 3
 AW5825
 AW5825.Superseded values are not recommended for survey control.
 AW5825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5825.See file dsdata.txt to determine how the superseded data were derived.
 AW5825
 AW5825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2413151119(NAD 83)
 AW5825_MARKER: W = UNMONUMENTED
 AW5825
 AW5825  HISTORY     - Date     Condition        Report By
 AW5825  HISTORY     - 1960     MONUMENTED       CGS
 AW5825  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW5825  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 AW5825  HISTORY     - 19990808 GOOD             USPSQD
 AW5825
 AW5825                          STATION DESCRIPTION
 AW5825
 AW5825'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RAG)
 AW5825'ACCORDING TO THE LIGHT LIST, THIS LIGHT WAS REBUILT IN 1945.
 AW5825
 AW5825                          STATION RECOVERY (1990)
 AW5825
 AW5825'RECOVERY NOTE BY US POWER SQUADRON 1990 (MA)
 AW5825'MARK NOT FOUND.
 AW5825
 AW5825                          STATION RECOVERY (1996)
 AW5825
 AW5825'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5825'MARK NOT FOUND.
 AW5825
 AW5825                          STATION RECOVERY (1999)
 AW5825
 AW5825'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6649 ***********************************************************************
 AW6649  DESIGNATION -  HOUSTON CITY TRANSIT RAD MAST
 AW6649  PID         -  AW6649
 AW6649  STATE/COUNTY-  TX/HARRIS
 AW6649  USGS QUAD   -  SETTEGAST (1995)
 AW6649
 AW6649                         *CURRENT SURVEY CONTROL
 AW6649  ___________________________________________________________________
 AW6649* NAD 83(1993)-  29 45 08.16026(N)    095 20 00.38101(W)     ADJUSTED  
 AW6649* NAVD 88     -                                                        
 AW6649  ___________________________________________________________________
 AW6649  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW6649  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW6649
 AW6649  HORZ ORDER  -  THIRD
 AW6649
 AW6649.The horizontal coordinates were established by classical geodetic methods
 AW6649.and adjusted by the National Geodetic Survey in February 1996..
 AW6649
 AW6649
 AW6649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6649
 AW6649.The geoid height was determined by GEOID03.
 AW6649
 AW6649;                    North         East     Units Scale Factor Converg.
 AW6649;SPC TXSC     - 4,218,228.480   954,550.984   MT  0.99988968   +1 47 46.7
 AW6649;SPC TXSC     -13,839,304.60  3,131,722.69   sFT  0.99988968   +1 47 46.7
 AW6649;UTM  15      - 3,293,615.990   274,356.427   MT  1.00022825   -1 09 30.5
 AW6649
 AW6649                          SUPERSEDED SURVEY CONTROL
 AW6649
 AW6649  NAD 83(1986)-  29 45 08.17473(N)    095 20 00.36182(W) AD(       ) 4
 AW6649  NAD 27      -  29 45 07.35464(N)    095 19 59.58851(W) AD(       ) 3
 AW6649
 AW6649.Superseded values are not recommended for survey control.
 AW6649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6649.See file dsdata.txt to determine how the superseded data were derived.
 AW6649
 AW6649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7435693616(NAD 83)
 AW6649_MARKER: 42 = RADIO/TV MAST
 AW6649
 AW6649  HISTORY     - Date     Condition        Report By
 AW6649  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6649  HISTORY     - 1963     GOOD             CGS
 AW6649  HISTORY     - 1968     GOOD             CGS
 AW6649  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AW6649
 AW6649                          STATION DESCRIPTION
 AW6649
 AW6649'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6649'THE STATION IS LOCATED IN THE CITY OF HOUSTON, 130 FEET
 AW6649'SOUTH OF MILBY STREET AND 60 FEET EAST OF RUNNELS STREET.
 AW6649'IT IS A 4-LEGGED STEET STRUCTURE SET IN A BASE OF CONCRETE.
 AW6649'IT HAS AN OVERALL HEIGHT OF 260 FEET.  THE LIGHT AT THE
 AW6649'TOP WAS THE POINT OBSERVED.
 AW6649
 AW6649                          STATION RECOVERY (1963)
 AW6649
 AW6649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6649'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AW6649'GOOD CONDITION.
 AW6649
 AW6649                          STATION RECOVERY (1968)
 AW6649
 AW6649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6649'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 AW6649'ADDITIONAL INFORMATION.  THE PHYSICAL ADDRESS IS 222 NORTH
 AW6649'MILBY.
 AW6649'
 AW6649'THE POINT INTERSECTED WAS THE TOP CENTER.
 AW6649
 AW6649                          STATION RECOVERY (2004)
 AW6649
 AW6649'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6649'THE COMPOLETE BLOCK IS NOW CLEARED BUT IS OVERGROWN WITH WEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6542 ***********************************************************************
 AW6542  DESIGNATION -  HOUSTON CLOVERLAND WATER TANK
 AW6542  PID         -  AW6542
 AW6542  STATE/COUNTY-  TX/HARRIS
 AW6542  USGS QUAD   -  PARK PLACE (1995)
 AW6542
 AW6542                         *CURRENT SURVEY CONTROL
 AW6542  ___________________________________________________________________
 AW6542* NAD 83(1993)-  29 38 41.57916(N)    095 21 35.63995(W)     ADJUSTED  
 AW6542* NAVD 88     -                                                        
 AW6542  ___________________________________________________________________
 AW6542  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AW6542  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6542
 AW6542  HORZ ORDER  -  THIRD
 AW6542
 AW6542.The horizontal coordinates were established by classical geodetic methods
 AW6542.and adjusted by the National Geodetic Survey in February 1996..
 AW6542
 AW6542
 AW6542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6542
 AW6542.The geoid height was determined by GEOID03.
 AW6542
 AW6542;                    North         East     Units Scale Factor Converg.
 AW6542;SPC TXSC     - 4,206,252.507   952,363.476   MT  0.99987782   +1 46 60.0
 AW6542;SPC TXSC     -13,800,013.43  3,124,545.84   sFT  0.99987782   +1 46 60.0
 AW6542;UTM  15      - 3,281,764.431   271,553.886   MT  1.00024397   -1 10 04.0
 AW6542
 AW6542                          SUPERSEDED SURVEY CONTROL
 AW6542
 AW6542  NAD 83(1986)-  29 38 41.59331(N)    095 21 35.62063(W) AD(       ) 4
 AW6542  NAD 27      -  29 38 40.75878(N)    095 21 34.84137(W) AD(       ) 3
 AW6542
 AW6542.Superseded values are not recommended for survey control.
 AW6542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6542.See file dsdata.txt to determine how the superseded data were derived.
 AW6542
 AW6542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7155481764(NAD 83)
 AW6542_MARKER: 53 = ELEVATED TANK
 AW6542
 AW6542  HISTORY     - Date     Condition        Report By
 AW6542  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6542  HISTORY     - 1968     GOOD             CGS
 AW6542
 AW6542                          STATION DESCRIPTION
 AW6542
 AW6542'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6542'LOCATED ABOUT SIX MILES SOUTH OF DOWNTOWN HOUSTON, FOUR MILES WEST
 AW6542'OF THE HOUSTON INTERNATIONAL AIRPORT, IN THE NORTH SECTION OF A
 AW6542'SUBDIVISION KNOWN AS CLOVERLAND, AT THE INTERSECTION OF RUBIN AND
 AW6542'HOLLOWAY STREETS.  THE STATION IS A WATER TANK WITH FOUR TUBULAR
 AW6542'LEGS, ELLIPSOIDAL TOP AND BOTTOM AND PAINTED SILVER.  IT IS 100
 AW6542'FEET HIGH AND LOCATED INSIDE AN ENCLOSURE WITH A SILVER STORAGE
 AW6542'TANK WHICH IS 20 FEET HIGH WITH A 20 FOOT DIAMETER.  THE
 AW6542'INTERSECTION POINT WAS THE TOP CENTER.
 AW6542
 AW6542                          STATION RECOVERY (1968)
 AW6542
 AW6542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6542'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.W.T.
 AW6542'1963.  THE OVER-ALL HEIGHT IS 120 FEET.
 AW6542'
 AW6542'THE INTERSECTION POINT WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6686 ***********************************************************************
 AW6686  DESIGNATION -  HOUSTON COFFIELD WAREHOUSE TK
 AW6686  PID         -  AW6686
 AW6686  STATE/COUNTY-  TX/HARRIS
 AW6686  USGS QUAD   -  SETTEGAST (1995)
 AW6686
 AW6686                         *CURRENT SURVEY CONTROL
 AW6686  ___________________________________________________________________
 AW6686* NAD 83(1993)-  29 45 35.22271(N)    095 19 19.62276(W)     ADJUSTED  
 AW6686* NAVD 88     -                                                        
 AW6686  ___________________________________________________________________
 AW6686  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW6686  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6686
 AW6686  HORZ ORDER  -  THIRD
 AW6686
 AW6686.The horizontal coordinates were established by classical geodetic methods
 AW6686.and adjusted by the National Geodetic Survey in February 1996..
 AW6686
 AW6686
 AW6686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6686
 AW6686.The geoid height was determined by GEOID03.
 AW6686
 AW6686;                    North         East     Units Scale Factor Converg.
 AW6686;SPC TXSC     - 4,219,095.638   955,619.221   MT  0.99989064   +1 48 06.6
 AW6686;SPC TXSC     -13,842,149.61  3,135,227.39   sFT  0.99989064   +1 48 06.6
 AW6686;UTM  15      - 3,294,427.200   275,468.317   MT  1.00022207   -1 09 11.2
 AW6686
 AW6686                          SUPERSEDED SURVEY CONTROL
 AW6686
 AW6686  NAD 83(1986)-  29 45 35.23723(N)    095 19 19.60368(W) AD(       ) 4
 AW6686  NAD 27      -  29 45 34.41769(N)    095 19 18.83020(W) AD(       ) 3
 AW6686
 AW6686.Superseded values are not recommended for survey control.
 AW6686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6686.See file dsdata.txt to determine how the superseded data were derived.
 AW6686
 AW6686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7546894427(NAD 83)
 AW6686_MARKER: 53 = ELEVATED TANK
 AW6686
 AW6686  HISTORY     - Date     Condition        Report By
 AW6686  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6686  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AW6686
 AW6686                          STATION DESCRIPTION
 AW6686
 AW6686'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6686'THE STATION IS LOCATED 3-1/2 MILES EAST OF THE CENTER OF HOUSTON
 AW6686'AND AT 15 JAPHET STREET.  IT IS A WATER TANK WITH FOUR LACED CHANNEL
 AW6686'STEEL LEGS AND HAS A CONICAL ROOF AND A HEMISPHERICAL BOTTOM,
 AW6686'SILVER IN COLOR WITH BLACK LETTERING COFFIELD WHSE CO PAINTED ON
 AW6686'THE SIDE OF THE TANK.  THE OVER-ALL HEIGHT IS 133 FEET.
 AW6686'
 AW6686'THE POINT INTERSECTED WAS THE BALL AT THE APEX.
 AW6686
 AW6686                          STATION RECOVERY (2004)
 AW6686
 AW6686'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6537 ***********************************************************************
 AW6537  DESIGNATION -  HOUSTON CRESTMONT PARK TANK
 AW6537  PID         -  AW6537
 AW6537  STATE/COUNTY-  TX/HARRIS
 AW6537  USGS QUAD   -  PARK PLACE (1995)
 AW6537
 AW6537                         *CURRENT SURVEY CONTROL
 AW6537  ___________________________________________________________________
 AW6537* NAD 83(1993)-  29 39 24.50843(N)    095 20 21.72505(W)     ADJUSTED  
 AW6537* NAVD 88     -                                                        
 AW6537  ___________________________________________________________________
 AW6537  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW6537  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6537
 AW6537  HORZ ORDER  -  THIRD
 AW6537
 AW6537.The horizontal coordinates were established by classical geodetic methods
 AW6537.and adjusted by the National Geodetic Survey in February 1996..
 AW6537
 AW6537
 AW6537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6537
 AW6537.The geoid height was determined by GEOID03.
 AW6537
 AW6537;                    North         East     Units Scale Factor Converg.
 AW6537;SPC TXSC     - 4,207,635.558   954,308.966   MT  0.99987897   +1 47 36.2
 AW6537;SPC TXSC     -13,804,550.99  3,130,928.67   sFT  0.99987897   +1 47 36.2
 AW6537;UTM  15      - 3,283,045.942   273,568.729   MT  1.00023265   -1 09 28.9
 AW6537
 AW6537                          SUPERSEDED SURVEY CONTROL
 AW6537
 AW6537  NAD 83(1986)-  29 39 24.52266(N)    095 20 21.70565(W) AD(       ) 4
 AW6537  NAD 27      -  29 39 23.69036(N)    095 20 20.92964(W) AD(       ) 3
 AW6537
 AW6537.Superseded values are not recommended for survey control.
 AW6537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6537.See file dsdata.txt to determine how the superseded data were derived.
 AW6537
 AW6537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7356983046(NAD 83)
 AW6537_MARKER: 53 = ELEVATED TANK
 AW6537
 AW6537  HISTORY     - Date     Condition        Report By
 AW6537  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6537  HISTORY     - 1968     GOOD             CGS
 AW6537  HISTORY     - 20040326 GOOD             USPSQD
 AW6537
 AW6537                          STATION DESCRIPTION
 AW6537
 AW6537'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6537'LOCATED ABOUT SIX MILES SOUTH-SOUTHEAST OF DOWNTOWN HOUSTON, THREE
 AW6537'MILES WEST OF HOUSTON INTERNATIONAL AIRPORT, 0.2 MILE WEST OF SOUTH
 AW6537'PARK BOULEVARD AT THE NORTH END OF A AREA KNOWN LOCALLY AS
 AW6537'CRESTMONT PARK.  THE STATION IS THE WATER TANK WITH FOUR LACED
 AW6537'CHANNEL STEEL LEGS, IT HAS A CONICAL ROOF AND A HEMISPHERICAL
 AW6537'BOTTOM.  IT IS PAINTED SILVER, 90 FEET HIGH, WITH A BALL AND
 AW6537'LIGHT AT THE APEX.  THE INTERSECTION POINT WAS THE TOP CENTER.
 AW6537
 AW6537                          STATION RECOVERY (1968)
 AW6537
 AW6537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6537'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.W.T.
 AW6537'1963.  ADDITIONAL INFORMATION FOLLOWS.  IT IS JUST EAST-NORTHEAST
 AW6537'OF THE INTERSECTION OF MERLE AND CARMEN, THE TANK IS NOW VERY
 AW6537'RUSTY AND THE OVER-ALL HEIGHT IS 120 FEET.
 AW6537'
 AW6537'THE INTERSECTION POINT WAS THE TOP CENTER.
 AW6537
 AW6537                          STATION RECOVERY (2004)
 AW6537
 AW6537'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6661 ***********************************************************************
 AW6661  DESIGNATION -  HOUSTON DENVER HARBOR MUN TANK
 AW6661  PID         -  AW6661
 AW6661  STATE/COUNTY-  TX/HARRIS
 AW6661  USGS QUAD   -  SETTEGAST (1995)
 AW6661
 AW6661                         *CURRENT SURVEY CONTROL
 AW6661  ___________________________________________________________________
 AW6661* NAD 83(1993)-  29 46 41.32224(N)    095 18 03.18964(W)     ADJUSTED  
 AW6661* NAVD 88     -                                                        
 AW6661  ___________________________________________________________________
 AW6661  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW6661  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6661
 AW6661  HORZ ORDER  -  THIRD
 AW6661
 AW6661.The horizontal coordinates were established by classical geodetic methods
 AW6661.and adjusted by the National Geodetic Survey in February 1996..
 AW6661
 AW6661
 AW6661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6661
 AW6661.The geoid height was determined by GEOID03.
 AW6661
 AW6661;                    North         East     Units Scale Factor Converg.
 AW6661;SPC TXSC     - 4,221,194.434   957,607.074   MT  0.99989306   +1 48 44.1
 AW6661;SPC TXSC     -13,849,035.41  3,141,749.21   sFT  0.99989306   +1 48 44.1
 AW6661;UTM  15      - 3,296,421.368   277,562.409   MT  1.00021052   -1 08 35.5
 AW6661
 AW6661                          SUPERSEDED SURVEY CONTROL
 AW6661
 AW6661  NAD 83(1986)-  29 46 41.33863(N)    095 18 03.17063(W) AD(       ) 4
 AW6661  NAD 27      -  29 46 40.51944(N)    095 18 02.40045(W) AD(       ) 3
 AW6661
 AW6661.Superseded values are not recommended for survey control.
 AW6661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6661.See file dsdata.txt to determine how the superseded data were derived.
 AW6661
 AW6661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7756296421(NAD 83)
 AW6661_MARKER: 53 = ELEVATED TANK
 AW6661
 AW6661  HISTORY     - Date     Condition        Report By
 AW6661  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6661  HISTORY     - 1963     GOOD             CGS
 AW6661  HISTORY     - 1968     GOOD             CGS
 AW6661  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW6661
 AW6661                          STATION DESCRIPTION
 AW6661
 AW6661'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6661'THE STATION IS LOCATED EAST OF HOUSTON IN SECTION KNOWN
 AW6661'AS DENVER-HARBOR, 100 FEET NORTH OF BROWNWOOD STREET AND 100
 AW6661'FEET EAST OF LATHROP STREET.  IT IS 6-LEGGED STEEL STRUCTURE
 AW6661'SUPPORTING THE TANK PROPER.  IT HAS AN OVERALL HEIGHT OF
 AW6661'130 FEET AND THE ANTENNA ON THE TOP WAS THE POINT OBSERVED.
 AW6661
 AW6661                          STATION RECOVERY (1963)
 AW6661
 AW6661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6661'THE STATION WAS RECOVERED AS DESCRIBED, ADDITIONAL INFORMATION
 AW6661'FOLLOWS.  IT HAS SIX CHANNEL BEAM LEGS, CONICAL ROOF AND A
 AW6661'HEMISPHERICAL BOTTOM AND HAS A BALL AND TWO LIGHTS AT THE
 AW6661'APEX.  THE ANTENNA ON THE ROOF IS NOT IN THE CENTER AS PREVIOUSLY
 AW6661'NOTED.
 AW6661
 AW6661                          STATION RECOVERY (1968)
 AW6661
 AW6661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6661'THE STATION WAS RECOVERED AS DESCRIBED.  A TRAVERSE CONNECTION
 AW6661'WAS MADE FROM THE RISER OF THE TANK TO STATION DRACUP.  THE
 AW6661'DISTANCE IS 45.03 FEET OR 13.725 METERS.
 AW6661
 AW6661                          STATION RECOVERY (1996)
 AW6661
 AW6661'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6508 ***********************************************************************
 AW6508  DESIGNATION -  HOUSTON DICKSON GUN PLANT TANK
 AW6508  PID         -  AW6508
 AW6508  STATE/COUNTY-  TX/HARRIS
 AW6508  USGS QUAD   -  PARK PLACE (1995)
 AW6508
 AW6508                         *CURRENT SURVEY CONTROL
 AW6508  ___________________________________________________________________
 AW6508* NAD 83(1993)-  29 43 46.60894(N)    095 15 32.77706(W)     ADJUSTED  
 AW6508* NAVD 88     -                                                        
 AW6508  ___________________________________________________________________
 AW6508  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW6508  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6508
 AW6508  HORZ ORDER  -  THIRD
 AW6508
 AW6508.The horizontal coordinates were established by classical geodetic methods
 AW6508.and adjusted by the National Geodetic Survey in February 1996..
 AW6508
 AW6508
 AW6508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6508
 AW6508.The geoid height was determined by GEOID03.
 AW6508
 AW6508;                    North         East     Units Scale Factor Converg.
 AW6508;SPC TXSC     - 4,215,946.625   961,816.884   MT  0.99988689   +1 49 57.8
 AW6508;SPC TXSC     -13,831,818.22  3,155,560.89   sFT  0.99988689   +1 49 57.8
 AW6508;UTM  15      - 3,290,961.861   281,497.361   MT  1.00018911   -1 07 14.7
 AW6508
 AW6508                          SUPERSEDED SURVEY CONTROL
 AW6508
 AW6508  NAD 83(1986)-  29 43 46.62338(N)    095 15 32.75865(W) AD(       ) 4
 AW6508  NAD 27      -  29 43 45.80734(N)    095 15 31.98890(W) AD(       ) 3
 AW6508
 AW6508.Superseded values are not recommended for survey control.
 AW6508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6508.See file dsdata.txt to determine how the superseded data were derived.
 AW6508
 AW6508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8149790962(NAD 83)
 AW6508_MARKER: 53 = ELEVATED TANK
 AW6508
 AW6508  HISTORY     - Date     Condition        Report By
 AW6508  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6508  HISTORY     - 1952     GOOD             CGS
 AW6508  HISTORY     - 1955     GOOD             CGS
 AW6508  HISTORY     - 20040326 GOOD             USPSQD
 AW6508
 AW6508                          STATION DESCRIPTION
 AW6508
 AW6508'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6508'THE STATION IS LOCATED IN THE SOUTHEASTERN SECTION OF HOUSTON
 AW6508'AND CENTRALLY LOCATED IN THE DICKSON GUN PLANT, 0.4 MILE
 AW6508'SOUTH OF CLINTON DRIVE.  A 6-LEGGED STEEL STRUCTURE SUPPORTS
 AW6508'THE TANK PROPER.  IT IS SILVER IN COLOR AND HAS AN OVERALL
 AW6508'HEIGHT OF 120 FEET.  THE BALL AT THE APEX WAS THE POINT
 AW6508'OBSERVED.
 AW6508
 AW6508                          STATION RECOVERY (1952)
 AW6508
 AW6508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6508'STATION RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.
 AW6508
 AW6508                          STATION RECOVERY (1955)
 AW6508
 AW6508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6508'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AW6508'IS ADEQUATE AND COMPLETE.
 AW6508
 AW6508                          STATION RECOVERY (2004)
 AW6508
 AW6508'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6545 ***********************************************************************
 AW6545  DESIGNATION -  HOUSTON DICKSON IND DIST TANK
 AW6545  PID         -  AW6545
 AW6545  STATE/COUNTY-  TX/HARRIS
 AW6545  USGS QUAD   -  PARK PLACE (1995)
 AW6545
 AW6545                         *CURRENT SURVEY CONTROL
 AW6545  ___________________________________________________________________
 AW6545* NAD 83(1993)-  29 43 46.61521(N)    095 15 32.76933(W)     ADJUSTED  
 AW6545* NAVD 88     -                                                        
 AW6545  ___________________________________________________________________
 AW6545  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW6545  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6545
 AW6545  HORZ ORDER  -  THIRD
 AW6545
 AW6545.The horizontal coordinates were established by classical geodetic methods
 AW6545.and adjusted by the National Geodetic Survey in February 1996..
 AW6545
 AW6545
 AW6545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6545
 AW6545.The geoid height was determined by GEOID03.
 AW6545
 AW6545;                    North         East     Units Scale Factor Converg.
 AW6545;SPC TXSC     - 4,215,946.824   961,817.086   MT  0.99988689   +1 49 57.8
 AW6545;SPC TXSC     -13,831,818.87  3,155,561.56   sFT  0.99988689   +1 49 57.8
 AW6545;UTM  15      - 3,290,962.050   281,497.572   MT  1.00018911   -1 07 14.7
 AW6545
 AW6545                          SUPERSEDED SURVEY CONTROL
 AW6545
 AW6545  NAD 83(1986)-  29 43 46.62994(N)    095 15 32.74996(W) AD(       ) 4
 AW6545  NAD 27      -  29 43 45.80732(N)    095 15 31.98216(W) AD(       ) 3
 AW6545
 AW6545.Superseded values are not recommended for survey control.
 AW6545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6545.See file dsdata.txt to determine how the superseded data were derived.
 AW6545
 AW6545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8149890962(NAD 83)
 AW6545_MARKER: 53 = ELEVATED TANK
 AW6545
 AW6545  HISTORY     - Date     Condition        Report By
 AW6545  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6545
 AW6545                          STATION DESCRIPTION
 AW6545
 AW6545'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6545'THE STATION IS LOCATED 6 MILES EAST AND 2-1/2 MILES SOUTH OF THE
 AW6545'CENTER OF HOUSTON AND AT 9640 CLINTON DRIVE.
 AW6545'
 AW6545'IT IS A WATER TANK, SUPPORTED BY TEN LACED CHANNEL STEEL LEGS,
 AW6545'ELLIPSOIDAL TOP AND BOTTOM AND PAINTED GREY WITH BLUE LETTERING ON A
 AW6545'WHITE BACK GROUND DICKSON INDUSTRIAL DISTRICT ON THE SIDE OF TANK.
 AW6545'THE TANK HAS AN OVER-ALL HEIGHT OF 158 FEET.  THERE IS AN ANTENNA
 AW6545'ON TOP OF THE TANK.
 AW6545'
 AW6545'THE POINT INTERSECTED WAS THE CAP AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6732 ***********************************************************************
 AW6732  DESIGNATION -  HOUSTON DIST 10 MUN WATER TANK
 AW6732  PID         -  AW6732
 AW6732  STATE/COUNTY-  TX/HARRIS
 AW6732  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6732
 AW6732                         *CURRENT SURVEY CONTROL
 AW6732  ___________________________________________________________________
 AW6732* NAD 83(1993)-  29 49 40.64426(N)    095 23 34.30541(W)     ADJUSTED  
 AW6732* NAVD 88     -                                                        
 AW6732  ___________________________________________________________________
 AW6732  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6732  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW6732
 AW6732  HORZ ORDER  -  THIRD
 AW6732
 AW6732.The horizontal coordinates were established by classical geodetic methods
 AW6732.and adjusted by the National Geodetic Survey in February 1996..
 AW6732
 AW6732
 AW6732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6732
 AW6732.The geoid height was determined by GEOID03.
 AW6732
 AW6732;                    North         East     Units Scale Factor Converg.
 AW6732;SPC TXSC     - 4,226,435.072   948,547.952   MT  0.99990015   +1 46 01.9
 AW6732;SPC TXSC     -13,866,229.07  3,112,027.74   sFT  0.99990015   +1 46 01.9
 AW6732;UTM  15      - 3,302,124.234   268,782.691   MT  1.00025966   -1 11 26.6
 AW6732
 AW6732                          SUPERSEDED SURVEY CONTROL
 AW6732
 AW6732  NAD 83(1986)-  29 49 40.65883(N)    095 23 34.28670(W) AD(       ) 4
 AW6732  NAD 27      -  29 49 39.84463(N)    095 23 33.50822(W) AD(       ) 3
 AW6732
 AW6732.Superseded values are not recommended for survey control.
 AW6732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6732.See file dsdata.txt to determine how the superseded data were derived.
 AW6732
 AW6732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6878302124(NAD 83)
 AW6732_MARKER: 53 = ELEVATED TANK
 AW6732
 AW6732  HISTORY     - Date     Condition        Report By
 AW6732  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6732
 AW6732                          STATION DESCRIPTION
 AW6732
 AW6732'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6732'THE STATION IS LOCATED BEHIND THE FIRE STATION AT 522 CROSSTIMBERS
 AW6732'STREET.
 AW6732'
 AW6732'THE TANK HAS NOT BEEN USED FOR SEVERAL YEARS AND IS VERY RUSTY.
 AW6732'IT HAS A CONICAL SHAPED ROOF AND ELLIPSOIDAL BOTTOM AND IS SUPPORTED
 AW6732'BY FOUR BRIDGED-STEEL LEGS.  THE OVER-ALL HEIGHT IS APPROXIMATELY
 AW6732'140 FEET.
 AW6732'
 AW6732'THE POINT INTERSECTED WAS THE BALL AT THE APEX JUST BELOW TWIN
 AW6732'LIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6675 ***********************************************************************
 AW6675  DESIGNATION -  HOUSTON DIST 23 MUN WATER TANK
 AW6675  PID         -  AW6675
 AW6675  STATE/COUNTY-  TX/HARRIS
 AW6675  USGS QUAD   -  SETTEGAST (1995)
 AW6675
 AW6675                         *CURRENT SURVEY CONTROL
 AW6675  ___________________________________________________________________
 AW6675* NAD 83(1993)-  29 50 17.99507(N)    095 17 11.89655(W)     ADJUSTED  
 AW6675* NAVD 88     -                                                        
 AW6675  ___________________________________________________________________
 AW6675  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6675  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW6675
 AW6675  HORZ ORDER  -  THIRD
 AW6675
 AW6675.The horizontal coordinates were established by classical geodetic methods
 AW6675.and adjusted by the National Geodetic Survey in February 1996..
 AW6675
 AW6675
 AW6675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6675
 AW6675.The geoid height was determined by GEOID03.
 AW6675
 AW6675;                    North         East     Units Scale Factor Converg.
 AW6675;SPC TXSC     - 4,227,905.708   958,772.249   MT  0.99990172   +1 49 09.2
 AW6675;SPC TXSC     -13,871,053.98  3,145,571.95   sFT  0.99990172   +1 49 09.2
 AW6675;UTM  15      - 3,303,065.668   279,072.644   MT  1.00020225   -1 08 17.5
 AW6675
 AW6675                          SUPERSEDED SURVEY CONTROL
 AW6675
 AW6675  NAD 83(1986)-  29 50 18.00991(N)    095 17 11.87784(W) AD(       ) 4
 AW6675  NAD 27      -  29 50 17.19942(N)    095 17 11.11026(W) AD(       ) 3
 AW6675
 AW6675.Superseded values are not recommended for survey control.
 AW6675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6675.See file dsdata.txt to determine how the superseded data were derived.
 AW6675
 AW6675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7907303066(NAD 83)
 AW6675_MARKER: 53 = ELEVATED TANK
 AW6675
 AW6675  HISTORY     - Date     Condition        Report By
 AW6675  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6675
 AW6675                          STATION DESCRIPTION
 AW6675
 AW6675'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6675'THE STATION IS LOCATED 7-1/2 MILES NORTH AND 6-1/2 MILES EAST OF
 AW6675'THE CENTER OF HOUSTON IN AN AREA KNOWN AS CLAIRMONT PLACE AND JUST
 AW6675'SOUTHEAST OF THE INTERSECTION OF PARKHURST AND LINDA VISTA.
 AW6675'
 AW6675'IT IS A WATER TANK, SUPPORTED BY FOUR TUBULAR LEGS, ELLIPSOIDAL
 AW6675'TOP AND BOTTOM AND PAINTED SILVER.  THE TANK HAS AN OVER-ALL HEIGHT
 AW6675'OF 166 FEET.
 AW6675'
 AW6675'THE POINT INTERSECTED WAS THE CAP AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6274 ***********************************************************************
 AW6274  DESIGNATION -  HOUSTON DIST 32 NO 3 TANK
 AW6274  PID         -  AW6274
 AW6274  STATE/COUNTY-  TX/HARRIS
 AW6274  USGS QUAD   -  JACINTO CITY (1982)
 AW6274
 AW6274                         *CURRENT SURVEY CONTROL
 AW6274  ___________________________________________________________________
 AW6274* NAD 83(1993)-  29 47 17.69067(N)    095 11 29.77378(W)     ADJUSTED  
 AW6274* NAVD 88     -                                                        
 AW6274  ___________________________________________________________________
 AW6274  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW6274  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW6274
 AW6274  HORZ ORDER  -  THIRD
 AW6274
 AW6274.The horizontal coordinates were established by classical geodetic methods
 AW6274.and adjusted by the National Geodetic Survey in February 1996..
 AW6274
 AW6274
 AW6274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6274
 AW6274.The geoid height was determined by GEOID03.
 AW6274
 AW6274;                    North         East     Units Scale Factor Converg.
 AW6274;SPC TXSC     - 4,222,652.646   968,131.652   MT  0.99989444   +1 51 56.8
 AW6274;SPC TXSC     -13,853,819.56  3,176,278.59   sFT  0.99989444   +1 51 56.8
 AW6274;UTM  15      - 3,297,335.308   288,151.219   MT  1.00015377   -1 05 21.1
 AW6274
 AW6274                          SUPERSEDED SURVEY CONTROL
 AW6274
 AW6274  NAD 83(1986)-  29 47 17.70589(N)    095 11 29.75449(W) AD(       ) 4
 AW6274  NAD 27      -  29 47 16.89147(N)    095 11 28.99475(W) AD(       ) 3
 AW6274
 AW6274.Superseded values are not recommended for survey control.
 AW6274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6274.See file dsdata.txt to determine how the superseded data were derived.
 AW6274
 AW6274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8815197335(NAD 83)
 AW6274_MARKER: 53 = ELEVATED TANK
 AW6274
 AW6274  HISTORY     - Date     Condition        Report By
 AW6274  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6274  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW6274  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW6274  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 AW6274
 AW6274                          STATION DESCRIPTION
 AW6274
 AW6274'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6274'THE STATION IS LOCATED ABOUT 10 MILES EAST AND 2 MILES NORTH OF THE
 AW6274'CENTER OF HOUSTON IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 AW6274'CIMARRON AND GRANADA IN CLOVERLEAF.
 AW6274'
 AW6274'THE TANK IS SILVER IN COLOR BUT GETTING VERY RUSTY.  IT HAS AN
 AW6274'ELLIPSOIDAL TOP AND BOTTOM AND IS SUPPORTED BY FOUR TUBULAR STEEL
 AW6274'LEGS.  THE OVER-ALL HEIGHT IS 150 FEET.
 AW6274'
 AW6274'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
 AW6274
 AW6274                          STATION RECOVERY (1998)
 AW6274
 AW6274'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6274'MARK NOT FOUND.
 AW6274
 AW6274                          STATION RECOVERY (1999)
 AW6274
 AW6274'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6274'MARK NOT FOUND.
 AW6274
 AW6274                          STATION RECOVERY (2005)
 AW6274
 AW6274'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6677 ***********************************************************************
 AW6677  DESIGNATION -  HOUSTON DIST 42 MUN WATER TANK
 AW6677  PID         -  AW6677
 AW6677  STATE/COUNTY-  TX/HARRIS
 AW6677  USGS QUAD   -  SETTEGAST (1995)
 AW6677
 AW6677                         *CURRENT SURVEY CONTROL
 AW6677  ___________________________________________________________________
 AW6677* NAD 83(1993)-  29 52 02.29407(N)    095 17 32.94523(W)     ADJUSTED  
 AW6677* NAVD 88     -                                                        
 AW6677  ___________________________________________________________________
 AW6677  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6677  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6677
 AW6677  HORZ ORDER  -  THIRD
 AW6677
 AW6677.The horizontal coordinates were established by classical geodetic methods
 AW6677.and adjusted by the National Geodetic Survey in February 1996..
 AW6677
 AW6677
 AW6677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6677
 AW6677.The geoid height was determined by GEOID03.
 AW6677
 AW6677;                    North         East     Units Scale Factor Converg.
 AW6677;SPC TXSC     - 4,231,097.403   958,105.752   MT  0.99990628   +1 48 58.9
 AW6677;SPC TXSC     -13,881,525.40  3,143,385.29   sFT  0.99990628   +1 48 58.9
 AW6677;UTM  15      - 3,306,288.469   278,571.585   MT  1.00020498   -1 08 31.6
 AW6677
 AW6677                          SUPERSEDED SURVEY CONTROL
 AW6677
 AW6677  NAD 83(1986)-  29 52 02.30895(N)    095 17 32.92672(W) AD(       ) 4
 AW6677  NAD 27      -  29 52 01.50159(N)    095 17 32.15939(W) AD(       ) 3
 AW6677
 AW6677.Superseded values are not recommended for survey control.
 AW6677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6677.See file dsdata.txt to determine how the superseded data were derived.
 AW6677
 AW6677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7857206288(NAD 83)
 AW6677_MARKER: 53 = ELEVATED TANK
 AW6677
 AW6677  HISTORY     - Date     Condition        Report By
 AW6677  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6677
 AW6677                          STATION DESCRIPTION
 AW6677
 AW6677'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6677'THE STATION IS LOCATED ABOUT 10-1/2 MILES NORTH AND 6 MILES EAST OF
 AW6677'THE CENTER OF HOUSTON AND IN THE NORTHEAST ANGLE OF THE INTERSECTION
 AW6677'OF LANGLEY AND CHEEVES.
 AW6677'
 AW6677'IT IS A PEDESTAL SPHERE TYPE WATER TANK, PAINTED SILVER AND IT HAS
 AW6677'AN OVER-ALL HEIGHT OF ABOUT 140 FEET.
 AW6677'
 AW6677'THE POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6681 ***********************************************************************
 AW6681  DESIGNATION -  HOUSTON DIST 8 MUN WATER TANK
 AW6681  PID         -  AW6681
 AW6681  STATE/COUNTY-  TX/HARRIS
 AW6681  USGS QUAD   -  SETTEGAST (1995)
 AW6681
 AW6681                         *CURRENT SURVEY CONTROL
 AW6681  ___________________________________________________________________
 AW6681* NAD 83(1993)-  29 50 57.60521(N)    095 18 20.39322(W)     ADJUSTED  
 AW6681* NAVD 88     -                                                        
 AW6681  ___________________________________________________________________
 AW6681  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW6681  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6681
 AW6681  HORZ ORDER  -  THIRD
 AW6681
 AW6681.The horizontal coordinates were established by classical geodetic methods
 AW6681.and adjusted by the National Geodetic Survey in February 1996..
 AW6681
 AW6681
 AW6681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6681
 AW6681.The geoid height was determined by GEOID03.
 AW6681
 AW6681;                    North         East     Units Scale Factor Converg.
 AW6681;SPC TXSC     - 4,229,066.422   956,896.036   MT  0.99990342   +1 48 35.6
 AW6681;SPC TXSC     -13,874,862.09  3,139,416.41   sFT  0.99990342   +1 48 35.6
 AW6681;UTM  15      - 3,304,322.027   277,258.268   MT  1.00021218   -1 08 53.0
 AW6681
 AW6681                          SUPERSEDED SURVEY CONTROL
 AW6681
 AW6681  NAD 83(1986)-  29 50 57.62003(N)    095 18 20.37466(W) AD(       ) 4
 AW6681  NAD 27      -  29 50 56.81043(N)    095 18 19.60557(W) AD(       ) 3
 AW6681
 AW6681.Superseded values are not recommended for survey control.
 AW6681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6681.See file dsdata.txt to determine how the superseded data were derived.
 AW6681
 AW6681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7725804322(NAD 83)
 AW6681_MARKER: 53 = ELEVATED TANK
 AW6681
 AW6681  HISTORY     - Date     Condition        Report By
 AW6681  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6681
 AW6681                          STATION DESCRIPTION
 AW6681
 AW6681'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6681'THE STATION IS LOCATED 9 MILES NORTH AND 5 MILES EAST OF THE CENTER
 AW6681'OF HOUSTON AND IN THE NORTHEAST ANGLE OF THE INTERSECTION OF TIDWELL
 AW6681'ROAD AND COMPTON STREET.  IT IS A WATER TANK WITH FOUR TUBULAR
 AW6681'LEGS, ELLIPSOIDAL TOP AND BOTTOM AND PAINTED SILVER.  THE OVER-ALL
 AW6681'HEIGHT IS 166 FEET.
 AW6681'
 AW6681'THE POINT INTERSECTED WAS THE CAP AT THE APEX, JUST BELOW THE TWIN
 AW6681'RED LIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6670 ***********************************************************************
 AW6670  DESIGNATION -  HOUSTON DIST NO 17 WATER TANK
 AW6670  PID         -  AW6670
 AW6670  STATE/COUNTY-  TX/HARRIS
 AW6670  USGS QUAD   -  SETTEGAST (1995)
 AW6670
 AW6670                         *CURRENT SURVEY CONTROL
 AW6670  ___________________________________________________________________
 AW6670* NAD 83(1993)-  29 46 04.10990(N)    095 16 49.70720(W)     ADJUSTED  
 AW6670* NAVD 88     -                                                        
 AW6670  ___________________________________________________________________
 AW6670  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6670  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6670
 AW6670  HORZ ORDER  -  THIRD
 AW6670
 AW6670.The horizontal coordinates were established by classical geodetic methods
 AW6670.and adjusted by the National Geodetic Survey in February 1996..
 AW6670
 AW6670
 AW6670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6670
 AW6670.The geoid height was determined by GEOID03.
 AW6670
 AW6670;                    North         East     Units Scale Factor Converg.
 AW6670;SPC TXSC     - 4,220,111.908   959,616.126   MT  0.99989169   +1 49 20.1
 AW6670;SPC TXSC     -13,845,483.82  3,148,340.57   sFT  0.99989169   +1 49 20.1
 AW6670;UTM  15      - 3,295,236.335   279,513.590   MT  1.00019985   -1 07 57.7
 AW6670
 AW6670                          SUPERSEDED SURVEY CONTROL
 AW6670
 AW6670  NAD 83(1986)-  29 46 04.12462(N)    095 16 49.68815(W) AD(       ) 4
 AW6670  NAD 27      -  29 46 03.30632(N)    095 16 48.91965(W) AD(       ) 3
 AW6670
 AW6670.Superseded values are not recommended for survey control.
 AW6670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6670.See file dsdata.txt to determine how the superseded data were derived.
 AW6670
 AW6670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7951495236(NAD 83)
 AW6670_MARKER: 53 = ELEVATED TANK
 AW6670
 AW6670  HISTORY     - Date     Condition        Report By
 AW6670  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6670
 AW6670                          STATION DESCRIPTION
 AW6670
 AW6670'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6670'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST-NORTHEAST OF THE
 AW6670'CENTER OF HOUSTON.
 AW6670'
 AW6670'TO REACH THE STATION FROM THE INTERSECTION OF MARKET STREET RD. AND
 AW6670'PORT HOUSTON STREET, GO SOUTH ON PORT HOUSTON STREET FOR 0.25 MILE
 AW6670'TO THE TANK ON THE LEFT JUST PASS THE RAILROAD TRACKS.
 AW6670'
 AW6670'IT IS A WATER TANK WITH FOUR LACED CHANNEL STEEL LEGS AND HAS A
 AW6670'CONICAL ROOF AND A HEMISPHERICAL BOTTOM, SILVER IN COLOR BUT
 AW6670'GETTING VERY RUSTY.  THE OVER-ALL HEIGHT IS 136 FEET.
 AW6670'
 AW6670'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6597 ***********************************************************************
 AW6597  DESIGNATION -  HOUSTON DOMED STADIUM
 AW6597  PID         -  AW6597
 AW6597  STATE/COUNTY-  TX/HARRIS
 AW6597  USGS QUAD   -  BELLAIRE (1995)
 AW6597
 AW6597                         *CURRENT SURVEY CONTROL
 AW6597  ___________________________________________________________________
 AW6597* NAD 83(1993)-  29 41 05.57379(N)    095 24 27.84980(W)     ADJUSTED  
 AW6597* NAVD 88     -                                                        
 AW6597  ___________________________________________________________________
 AW6597  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6597  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6597
 AW6597  HORZ ORDER  -  THIRD
 AW6597
 AW6597.The horizontal coordinates were established by classical geodetic methods
 AW6597.and adjusted by the National Geodetic Survey in February 1996..
 AW6597
 AW6597
 AW6597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6597
 AW6597.The geoid height was determined by GEOID03.
 AW6597
 AW6597;                    North         East     Units Scale Factor Converg.
 AW6597;SPC TXSC     - 4,210,540.411   947,598.239   MT  0.99988183   +1 45 35.6
 AW6597;SPC TXSC     -13,814,081.33  3,108,911.89   sFT  0.99988183   +1 45 35.6
 AW6597;UTM  15      - 3,286,293.755   267,014.081   MT  1.00026981   -1 11 34.5
 AW6597
 AW6597                          SUPERSEDED SURVEY CONTROL
 AW6597
 AW6597  NAD 83(1986)-  29 41 05.58799(N)    095 24 27.83080(W) AD(       ) 4
 AW6597  NAD 27      -  29 41 04.75781(N)    095 24 27.04751(W) AD(       ) 3
 AW6597
 AW6597.Superseded values are not recommended for survey control.
 AW6597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6597.See file dsdata.txt to determine how the superseded data were derived.
 AW6597
 AW6597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6701486294(NAD 83)
 AW6597_MARKER: 87 = DOME
 AW6597
 AW6597  HISTORY     - Date     Condition        Report By
 AW6597  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6597  HISTORY     - 1987     GOOD             USPSQD
 AW6597  HISTORY     - 19931030 GOOD             USPSQD
 AW6597  HISTORY     - 20040325 GOOD             USPSQD
 AW6597
 AW6597                          STATION DESCRIPTION
 AW6597
 AW6597'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6597'THE HOUSTON DOMED STADIUM IS LOCATED 3/4 MILE SOUTHEAST OF THE
 AW6597'JUNCTION OF U.S. HIGHWAY 90A (OLD SPANISH TRAIL) AND SOUTH MAIN
 AW6597'STREET AND JUST NORTH OF INTERSTATE HIGHWAY 610 (SOUTH LOOP) THE
 AW6597'STADIUM IS OWNED BY HARRIS COUNTY.
 AW6597'
 AW6597'THE HOUSTON DOMED STADIUM (8 TH WONDER OF THE WORLD) HAS AN OUTSIDE
 AW6597'DIAMETER OF 710 FEET.  IT HAS AS OVER-ALL HEIGHT OF 183 FEET ABOVE
 AW6597'THE GROUND LEVEL.  THE STADIUM IS SURROUNDED BY A HUGE PARKING LOT
 AW6597'THAT PARKS OVER 30,000 CARS.  THE STRUCTURE IS WHITE IN COLOR.
 AW6597'
 AW6597'THE POINT INTERSECTED WAS THE APEX OF THE DOMED ROOF.
 AW6597
 AW6597                          STATION RECOVERY (1987)
 AW6597
 AW6597'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6597'RECOVERED IN GOOD CONDITION.
 AW6597
 AW6597                          STATION RECOVERY (1993)
 AW6597
 AW6597'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6597'RECOVERED IN GOOD CONDITION.
 AW6597
 AW6597                          STATION RECOVERY (2004)
 AW6597
 AW6597'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6935 ***********************************************************************
 AW6935  DESIGNATION -  HOUSTON DRESSER INC WATER TANK
 AW6935  PID         -  AW6935
 AW6935  STATE/COUNTY-  TX/HARRIS
 AW6935  USGS QUAD   -  ALIEF (1995)
 AW6935
 AW6935                         *CURRENT SURVEY CONTROL
 AW6935  ___________________________________________________________________
 AW6935* NAD 83(1993)-  29 43 55.69007(N)    095 33 18.09691(W)     ADJUSTED  
 AW6935* NAVD 88     -                                                        
 AW6935  ___________________________________________________________________
 AW6935  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW6935  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW6935
 AW6935  HORZ ORDER  -  THIRD
 AW6935
 AW6935.The horizontal coordinates were established by classical geodetic methods
 AW6935.and adjusted by the National Geodetic Survey in February 1996..
 AW6935
 AW6935
 AW6935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6935
 AW6935.The geoid height was determined by GEOID03.
 AW6935
 AW6935;                    North         East     Units Scale Factor Converg.
 AW6935;SPC TXSC     - 4,215,346.780   933,195.889   MT  0.99988719   +1 41 15.8
 AW6935;SPC TXSC     -13,829,850.23  3,061,660.18   sFT  0.99988719   +1 41 15.8
 AW6935;UTM  15      - 3,291,838.356   252,872.542   MT  1.00035359   -1 16 04.1
 AW6935
 AW6935                          SUPERSEDED SURVEY CONTROL
 AW6935
 AW6935  NAD 83(1986)-  29 43 55.70444(N)    095 33 18.07864(W) AD(       ) 4
 AW6935  NAD 27      -  29 43 54.87304(N)    095 33 17.28156(W) AD(       ) 3
 AW6935
 AW6935.Superseded values are not recommended for survey control.
 AW6935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6935.See file dsdata.txt to determine how the superseded data were derived.
 AW6935
 AW6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5287391838(NAD 83)
 AW6935_MARKER: 53 = ELEVATED TANK
 AW6935
 AW6935  HISTORY     - Date     Condition        Report By
 AW6935  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6935  HISTORY     - 1987     GOOD             USPSQD
 AW6935  HISTORY     - 19931030 GOOD             USPSQD
 AW6935  HISTORY     - 20040326 GOOD             USPSQD
 AW6935
 AW6935                          STATION DESCRIPTION
 AW6935
 AW6935'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6935'THE STATION IS LOCATED ABOUT 11-1/2 MILES WEST-SOUTHWEST OF THE
 AW6935'CENTRAL BUSINESS DISTRICT OF HOUSTON AND AT 10201 WESTHEIMER ROAD.
 AW6935'THE TANK IS OWNED BY DRESSER INCORPORATED.
 AW6935'
 AW6935'THE TANK IS THE PEDESTAL SPHERE TYPE PAINTED LIGHT GREY WITH AN
 AW6935'OVERALL HEIGHT OF 132 FEET.  LIGHT BLUE LETTERING ON THE NORTHEAST
 AW6935'AND NORTHWEST FACES READS, DRESSER.
 AW6935'
 AW6935'THE POINT INTERSECTED WAS THE APEX OF THE WATER TANK.
 AW6935
 AW6935                          STATION RECOVERY (1987)
 AW6935
 AW6935'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6935'RECOVERED IN GOOD CONDITION.
 AW6935
 AW6935                          STATION RECOVERY (1993)
 AW6935
 AW6935'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6935'RECOVERED IN GOOD CONDITION.
 AW6935
 AW6935                          STATION RECOVERY (2004)
 AW6935
 AW6935'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6728 ***********************************************************************
 AW6728  DESIGNATION -  HOUSTON EAST TEXAS OAKS TANK
 AW6728  PID         -  AW6728
 AW6728  STATE/COUNTY-  TX/HARRIS
 AW6728  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6728
 AW6728                         *CURRENT SURVEY CONTROL
 AW6728  ___________________________________________________________________
 AW6728* NAD 83(1993)-  29 51 36.15177(N)    095 23 10.63884(W)     ADJUSTED  
 AW6728* NAVD 88     -                                                        
 AW6728  ___________________________________________________________________
 AW6728  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6728  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW6728
 AW6728  HORZ ORDER  -  THIRD
 AW6728
 AW6728.The horizontal coordinates were established by classical geodetic methods
 AW6728.and adjusted by the National Geodetic Survey in February 1996..
 AW6728
 AW6728
 AW6728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6728
 AW6728.The geoid height was determined by GEOID03.
 AW6728
 AW6728;                    North         East     Units Scale Factor Converg.
 AW6728;SPC TXSC     - 4,230,009.301   949,073.112   MT  0.99990511   +1 46 13.5
 AW6728;SPC TXSC     -13,877,955.52  3,113,750.70   sFT  0.99990511   +1 46 13.5
 AW6728;UTM  15      - 3,305,667.852   269,491.876   MT  1.00025562   -1 11 19.0
 AW6728
 AW6728                          SUPERSEDED SURVEY CONTROL
 AW6728
 AW6728  NAD 83(1986)-  29 51 36.16651(N)    095 23 10.62025(W) AD(       ) 4
 AW6728  NAD 27      -  29 51 35.35589(N)    095 23 09.84306(W) AD(       ) 3
 AW6728
 AW6728.Superseded values are not recommended for survey control.
 AW6728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6728.See file dsdata.txt to determine how the superseded data were derived.
 AW6728
 AW6728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6949205668(NAD 83)
 AW6728_MARKER: 53 = ELEVATED TANK
 AW6728
 AW6728  HISTORY     - Date     Condition        Report By
 AW6728  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6728
 AW6728                          STATION DESCRIPTION
 AW6728
 AW6728'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6728'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF THE CENTER
 AW6728'OF HOUSTON AND IN THE NORTHEAST ANGLE OF THE INTERSECTION OF E
 AW6728'PARKER AND MANO.
 AW6728'
 AW6728'IT IS A WATER TANK WITH SIX LACED CHANNEL STEEL LEGS, ELLIPSOIDAL
 AW6728'TOP AND BOTTOM AND PAINTED SILVER.  THE OVER-ALL HEIGHT IS 140 FEET.
 AW6728'
 AW6728'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6669 ***********************************************************************
 AW6669  DESIGNATION -  HOUSTON ENJAY CHEMICAL CO TANK
 AW6669  PID         -  AW6669
 AW6669  STATE/COUNTY-  TX/HARRIS
 AW6669  USGS QUAD   -  SETTEGAST (1995)
 AW6669
 AW6669                         *CURRENT SURVEY CONTROL
 AW6669  ___________________________________________________________________
 AW6669* NAD 83(1993)-  29 45 04.98288(N)    095 16 48.14831(W)     ADJUSTED  
 AW6669* NAVD 88     -                                                        
 AW6669  ___________________________________________________________________
 AW6669  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW6669  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6669
 AW6669  HORZ ORDER  -  THIRD
 AW6669
 AW6669.The horizontal coordinates were established by classical geodetic methods
 AW6669.and adjusted by the National Geodetic Survey in February 1996..
 AW6669
 AW6669
 AW6669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6669
 AW6669.The geoid height was determined by GEOID03.
 AW6669
 AW6669;                    North         East     Units Scale Factor Converg.
 AW6669;SPC TXSC     - 4,218,293.766   959,715.871   MT  0.99988957   +1 49 20.8
 AW6669;SPC TXSC     -13,839,518.80  3,148,667.82   sFT  0.99988957   +1 49 20.8
 AW6669;UTM  15      - 3,293,414.905   279,519.488   MT  1.00019982   -1 07 54.8
 AW6669
 AW6669                          SUPERSEDED SURVEY CONTROL
 AW6669
 AW6669  NAD 83(1986)-  29 45 04.99762(N)    095 16 48.12911(W) AD(       ) 4
 AW6669  NAD 27      -  29 45 04.17708(N)    095 16 47.35939(W) AD(       ) 3
 AW6669
 AW6669.Superseded values are not recommended for survey control.
 AW6669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6669.See file dsdata.txt to determine how the superseded data were derived.
 AW6669
 AW6669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7951993415(NAD 83)
 AW6669_MARKER: 53 = ELEVATED TANK
 AW6669
 AW6669  HISTORY     - Date     Condition        Report By
 AW6669  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6669
 AW6669                          STATION DESCRIPTION
 AW6669
 AW6669'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6669'THE STATION IS LOCATED 7 MILES EAST-SOUTHEAST OF THE CENTER OF
 AW6669'HOUSTON AND AT 8230 STEDMAN STREET.  IT IS A WATER TANK WITH FOUR
 AW6669'TUBULAR LEGS AND HAS AN ELLIPSOIDAL TOP AND BOTTOM, WHITE IN COLOR
 AW6669'WITH RED LETTERING ENJAY ENCIRCLED WITH A BLUE BAND PAINTED ON THE
 AW6669'SIDE OF THE TANK.  THE OVER-ALL HEIGHT IS 130 FEET.
 AW6669'
 AW6669'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6651 ***********************************************************************
 AW6651  DESIGNATION -  HOUSTON ESPERSON BLDG DOME
 AW6651  PID         -  AW6651
 AW6651  STATE/COUNTY-  TX/HARRIS
 AW6651  USGS QUAD   -  SETTEGAST (1995)
 AW6651
 AW6651                         *CURRENT SURVEY CONTROL
 AW6651  ___________________________________________________________________
 AW6651* NAD 83(1993)-  29 45 31.77815(N)    095 21 54.08602(W)     ADJUSTED  
 AW6651* NAVD 88     -                                                        
 AW6651  ___________________________________________________________________
 AW6651  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6651  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6651
 AW6651  HORZ ORDER  -  THIRD
 AW6651
 AW6651.The horizontal coordinates were established by classical geodetic methods
 AW6651.and adjusted by the National Geodetic Survey in February 1996..
 AW6651
 AW6651
 AW6651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6651
 AW6651.The geoid height was determined by GEOID03.
 AW6651
 AW6651;                    North         East     Units Scale Factor Converg.
 AW6651;SPC TXSC     - 4,218,859.932   951,475.179   MT  0.99989052   +1 46 51.0
 AW6651;SPC TXSC     -13,841,376.29  3,121,631.48   sFT  0.99989052   +1 46 51.0
 AW6651;UTM  15      - 3,294,405.437   271,316.210   MT  1.00024529   -1 10 27.8
 AW6651
 AW6651                          SUPERSEDED SURVEY CONTROL
 AW6651
 AW6651  NAD 83(1986)-  29 45 31.79256(N)    095 21 54.06723(W) AD(       ) 4
 AW6651  NAD 27      -  29 45 30.98003(N)    095 21 53.29469(W) AD(       ) 3
 AW6651
 AW6651.Superseded values are not recommended for survey control.
 AW6651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6651.See file dsdata.txt to determine how the superseded data were derived.
 AW6651
 AW6651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7131694405(NAD 83)
 AW6651_MARKER: 87 = DOME
 AW6651
 AW6651  HISTORY     - Date     Condition        Report By
 AW6651  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6651  HISTORY     - 1952     GOOD             CGS
 AW6651  HISTORY     - 1955     GOOD             CGS
 AW6651  HISTORY     - 1963     GOOD             CGS
 AW6651  HISTORY     - 19931112 GOOD             USPSQD
 AW6651  HISTORY     - 20040325 GOOD             USPSQD
 AW6651
 AW6651                          STATION DESCRIPTION
 AW6651
 AW6651'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6651'THIS INTERSECTION STATION IS NEAR THE CENTER OF THE CITY
 AW6651'OF HOUSTON, AND IN THE HALF BLOCK FORMED BY RUSK AVENUE
 AW6651'ON THE NE, MELLIE ESPERSON BUILDING ON THE SW, TRAVIS STREET
 AW6651'ON THE SE, MILAM STREET ON THE NW.
 AW6651'
 AW6651'IT IS FACED WITH TAN BRICK AND BRONZE, AND IS 36 FLOORS OR
 AW6651'ABOUT 410 FEET HIGH TO THE TOP OF THE DOME.  IT WAS BUILT
 AW6651'IN 1927.
 AW6651'
 AW6651'THE POINT LOCATED WAS THE CENTER OF THE HIGHEST PART OF THE
 AW6651'DOME.
 AW6651
 AW6651                          STATION RECOVERY (1952)
 AW6651
 AW6651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6651'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AW6651'IS COMPLETE.
 AW6651
 AW6651                          STATION RECOVERY (1955)
 AW6651
 AW6651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6651'STATION RECOVERED IN GOOD CONDITION AND WAS USED IN A THREE-POINT
 AW6651'THEODOLITE FIX WITH A CHECK THAT GAVE SATISFACTORY RESULTS.
 AW6651
 AW6651                          STATION RECOVERY (1963)
 AW6651
 AW6651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6651'STATION RECOVERED AS DESCRIBED.
 AW6651
 AW6651                          STATION RECOVERY (1993)
 AW6651
 AW6651'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6651'RECOVERED IN GOOD CONDITION.
 AW6651
 AW6651                          STATION RECOVERY (2004)
 AW6651
 AW6651'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6453 ***********************************************************************
 AW6453  DESIGNATION -  HOUSTON ETHYL GAS CORP TOWER
 AW6453  PID         -  AW6453
 AW6453  STATE/COUNTY-  TX/HARRIS
 AW6453  USGS QUAD   -  PASADENA (1995)
 AW6453
 AW6453                         *CURRENT SURVEY CONTROL
 AW6453  ___________________________________________________________________
 AW6453* NAD 83(1993)-  29 44 25.54045(N)    095 10 08.67471(W)     ADJUSTED  
 AW6453* NAVD 88     -                                                        
 AW6453  ___________________________________________________________________
 AW6453  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AW6453  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6453
 AW6453  HORZ ORDER  -  THIRD
 AW6453
 AW6453.The horizontal coordinates were established by classical geodetic methods
 AW6453.and adjusted by the National Geodetic Survey in February 1996..
 AW6453
 AW6453
 AW6453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6453
 AW6453.The geoid height was determined by GEOID03.
 AW6453
 AW6453;                    North         East     Units Scale Factor Converg.
 AW6453;SPC TXSC     - 4,217,426.467   970,482.040   MT  0.99988820   +1 52 36.5
 AW6453;SPC TXSC     -13,836,673.33  3,183,989.83   sFT  0.99988820   +1 52 36.5
 AW6453;UTM  15      - 3,291,993.571   290,229.684   MT  1.00014296   -1 04 35.1
 AW6453
 AW6453                          SUPERSEDED SURVEY CONTROL
 AW6453
 AW6453  NAD 83(1986)-  29 44 25.55580(N)    095 10 08.65593(W) AD(       ) 4
 AW6453  NAD 27      -  29 44 24.74556(N)    095 10 07.91109(W) AD(       ) 3
 AW6453
 AW6453.Superseded values are not recommended for survey control.
 AW6453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6453.See file dsdata.txt to determine how the superseded data were derived.
 AW6453
 AW6453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9023091994(NAD 83)
 AW6453_MARKER: 53 = ELEVATED TANK
 AW6453
 AW6453  HISTORY     - Date     Condition        Report By
 AW6453  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6453  HISTORY     - 1952     GOOD             CGS
 AW6453  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 AW6453
 AW6453                          STATION DESCRIPTION
 AW6453
 AW6453'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6453'THE STATION IS LOCATED SOUTHEAST OF HOUSTON AND ABOUT 2 MILES
 AW6453'NORTHEAST OF PASADENA.  IT IS CENTRALLY LOCATED IN THE REFINERY.
 AW6453'IT IS GRAY IN COLOR AND HAS AN OVERALL HEIGHT OF 120 FEET.
 AW6453'THE BALL AT THE TOP OF THE DOME WAS THE POINT OBSERVED.
 AW6453'
 AW6453'TO REACH FROM THE RAILROAD STATION IN PASADENA GO EAST ON
 AW6453'STATE 225 FOR 1.0 MILE TO A STOP LIGHT AND THE PRIVATE ROAD
 AW6453'LEADING TO THE ETHYL CORP. PLANT ON THE LEFT TURN LEFT AND
 AW6453'GO NORTH FOR 1.5 MILES TO THE ETHYL CORP. PLANT.
 AW6453
 AW6453                          STATION RECOVERY (1952)
 AW6453
 AW6453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6453'STATION RECOVERED IN GOOD CONDITION.
 AW6453
 AW6453                          STATION RECOVERY (1998)
 AW6453
 AW6453'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6764 ***********************************************************************
 AW6764  DESIGNATION -  HOUSTON FAA MICROWAVE MAST
 AW6764  PID         -  AW6764
 AW6764  STATE/COUNTY-  TX/HARRIS
 AW6764  USGS QUAD   -  ALDINE (1995)
 AW6764
 AW6764                         *CURRENT SURVEY CONTROL
 AW6764  ___________________________________________________________________
 AW6764* NAD 83(1993)-  29 54 51.14109(N)    095 29 46.95248(W)     ADJUSTED  
 AW6764* NAVD 88     -                                                        
 AW6764  ___________________________________________________________________
 AW6764  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6764  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AW6764
 AW6764  HORZ ORDER  -  THIRD
 AW6764
 AW6764.The horizontal coordinates were established by classical geodetic methods
 AW6764.and adjusted by the National Geodetic Survey in February 1996..
 AW6764
 AW6764
 AW6764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6764
 AW6764.The geoid height was determined by GEOID03.
 AW6764
 AW6764;                    North         East     Units Scale Factor Converg.
 AW6764;SPC TXSC     - 4,235,686.557   938,262.448   MT  0.99991420   +1 42 59.3
 AW6764;SPC TXSC     -13,896,581.65  3,078,282.71   sFT  0.99991420   +1 42 59.3
 AW6764;UTM  15      - 3,311,898.220   258,984.904   MT  1.00031675   -1 14 44.0
 AW6764
 AW6764                          SUPERSEDED SURVEY CONTROL
 AW6764
 AW6764  NAD 83(1986)-  29 54 51.15581(N)    095 29 46.93411(W) AD(       ) 4
 AW6764  NAD 27      -  29 54 50.34961(N)    095 29 46.14762(W) AD(       ) 3
 AW6764
 AW6764.Superseded values are not recommended for survey control.
 AW6764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6764.See file dsdata.txt to determine how the superseded data were derived.
 AW6764
 AW6764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5898511898(NAD 83)
 AW6764_MARKER: 44 = MICROWAVE MAST
 AW6764
 AW6764  HISTORY     - Date     Condition        Report By
 AW6764  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6764  HISTORY     - 20040325 GOOD             USPSQD
 AW6764
 AW6764                          STATION DESCRIPTION
 AW6764
 AW6764'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6764'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF FAIRBANKS AND
 AW6764'4-1/2 MILES SOUTHEAST OF THE JUNCTION OF FARM ROADS 149 AND 1960.
 AW6764'THE MAST IS OWNED BY THE FEDERAL AVIATION AGENCY.
 AW6764'
 AW6764'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND NORTH
 AW6764'HOUSTON ROAD, IN FAIRBANKS, GO NORTH ON NORTH HOUSTON ROAD FOR 6.6
 AW6764'MILES TO A T-ROAD.  TURN RIGHT AND GO SOUTHEAST ON FARM ROAD 149
 AW6764'FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 AW6764'NORTH HOUSTON-ROSSLYN ROAD FOR 0.5 MILE TO THE MAST ON THE RIGHT.
 AW6764'
 AW6764'THE MAST IS A GUYED SINGLE COLUMN LACED STEEL STRUCTURE WHICH HAS
 AW6764'AN OVER-ALL HEIGHT OF 270 FEET.  IT IS PAINTED IN ALTERNATE RED AND
 AW6764'WHITE AND HAS THREE SHIELD TYPE ANTENNAE AT THE TOP.
 AW6764'
 AW6764'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 AW6764
 AW6764                          STATION RECOVERY (2004)
 AW6764
 AW6764'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6590 ***********************************************************************
 AW6590  DESIGNATION -  HOUSTON FIRST PRESB CH SPIRE
 AW6590  PID         -  AW6590
 AW6590  STATE/COUNTY-  TX/HARRIS
 AW6590  USGS QUAD   -  BELLAIRE (1995)
 AW6590
 AW6590                         *CURRENT SURVEY CONTROL
 AW6590  ___________________________________________________________________
 AW6590* NAD 83(1993)-  29 43 39.39272(N)    095 23 19.29016(W)     ADJUSTED  
 AW6590* NAVD 88     -                                                        
 AW6590  ___________________________________________________________________
 AW6590  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6590  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6590
 AW6590  HORZ ORDER  -  THIRD
 AW6590
 AW6590.The horizontal coordinates were established by classical geodetic methods
 AW6590.and adjusted by the National Geodetic Survey in February 1996..
 AW6590
 AW6590
 AW6590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6590
 AW6590.The geoid height was determined by GEOID03.
 AW6590
 AW6590;                    North         East     Units Scale Factor Converg.
 AW6590;SPC TXSC     - 4,215,330.593   949,294.234   MT  0.99988665   +1 46 09.2
 AW6590;SPC TXSC     -13,829,797.12  3,114,476.17   sFT  0.99988665   +1 46 09.2
 AW6590;UTM  15      - 3,290,991.971   268,955.380   MT  1.00025869   -1 11 06.1
 AW6590
 AW6590                          SUPERSEDED SURVEY CONTROL
 AW6590
 AW6590  NAD 83(1986)-  29 43 39.40697(N)    095 23 19.27119(W) AD(       ) 4
 AW6590  NAD 27      -  29 43 38.58152(N)    095 23 18.49138(W) AD(       ) 3
 AW6590
 AW6590.Superseded values are not recommended for survey control.
 AW6590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6590.See file dsdata.txt to determine how the superseded data were derived.
 AW6590
 AW6590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6895590992(NAD 83)
 AW6590_MARKER: 89 = SPIRE
 AW6590
 AW6590  HISTORY     - Date     Condition        Report By
 AW6590  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6590  HISTORY     - 19931030 GOOD             USPSQD
 AW6590  HISTORY     - 20040325 GOOD             USPSQD
 AW6590
 AW6590                          STATION DESCRIPTION
 AW6590
 AW6590'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6590'THE FIRST PRESBYTERIAN CHURCH IS LOCATED AT 5300 MAIN STREET,
 AW6590'HOUSTON.
 AW6590'
 AW6590'THE RED BRICK BELL TOWER RISES FROM THE SOUTHEAST FACE OF THE RED
 AW6590'BRICK CHURCH BUILDING AND IS SURMOUNTED BY AN OCTAGON SHAPED SPIRE
 AW6590'WHICH IS CONSTRUCTED OF CONCRETE BLOCKS.  THE SPIRE IS GREY IN
 AW6590'COLOR AND HAS A BALL AND CROSS ATOP IT.  THE OVER-ALL HEIGHT IS 158
 AW6590'FEET.
 AW6590'
 AW6590'THE POINT INTERSECTED WAS THE APEX OF THE SPIRE.
 AW6590
 AW6590                          STATION RECOVERY (1993)
 AW6590
 AW6590'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6590'RECOVERED IN GOOD CONDITION.
 AW6590
 AW6590                          STATION RECOVERY (2004)
 AW6590
 AW6590'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6650 ***********************************************************************
 AW6650  DESIGNATION -  HOUSTON GARDEN CITY WATER TANK
 AW6650  PID         -  AW6650
 AW6650  STATE/COUNTY-  TX/HARRIS
 AW6650  USGS QUAD   -  SETTEGAST (1995)
 AW6650
 AW6650                         *CURRENT SURVEY CONTROL
 AW6650  ___________________________________________________________________
 AW6650* NAD 83(1993)-  29 47 59.46522(N)    095 19 45.57093(W)     ADJUSTED  
 AW6650* NAVD 88     -                                                        
 AW6650  ___________________________________________________________________
 AW6650  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6650  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW6650
 AW6650  HORZ ORDER  -  THIRD
 AW6650
 AW6650.The horizontal coordinates were established by classical geodetic methods
 AW6650.and adjusted by the National Geodetic Survey in February 1996..
 AW6650
 AW6650
 AW6650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6650
 AW6650.The geoid height was determined by GEOID03.
 AW6650
 AW6650;                    North         East     Units Scale Factor Converg.
 AW6650;SPC TXSC     - 4,223,512.498   954,783.154   MT  0.99989606   +1 47 53.9
 AW6650;SPC TXSC     -13,856,640.59  3,132,484.40   sFT  0.99989606   +1 47 53.9
 AW6650;UTM  15      - 3,298,882.767   274,860.909   MT  1.00022543   -1 09 29.1
 AW6650
 AW6650                          SUPERSEDED SURVEY CONTROL
 AW6650
 AW6650  NAD 83(1986)-  29 47 59.47975(N)    095 19 45.55219(W) AD(       ) 4
 AW6650  NAD 27      -  29 47 58.66472(N)    095 19 44.77777(W) AD(       ) 3
 AW6650
 AW6650.Superseded values are not recommended for survey control.
 AW6650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6650.See file dsdata.txt to determine how the superseded data were derived.
 AW6650
 AW6650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7486198883(NAD 83)
 AW6650_MARKER: 53 = ELEVATED TANK
 AW6650
 AW6650  HISTORY     - Date     Condition        Report By
 AW6650  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6650  HISTORY     - 1952     GOOD             CGS
 AW6650  HISTORY     - 1963     GOOD             CGS
 AW6650  HISTORY     - 1968     GOOD             CGS
 AW6650
 AW6650                          STATION DESCRIPTION
 AW6650
 AW6650'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6650'THIS INTERSECTION STATION IS IN GARDEN CITY, ON THE N EDGE
 AW6650'OF THE CITY OF HOUSTON, 23 PACES E OF LEFFINGWELL STREET,
 AW6650'AND 50 PACES S OF CAVALCADE STREET.  IT IS OWNED BY THE TEXAS
 AW6650'WATER COMPANY.  THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING
 AW6650'TOWER ARE OF STEEL CONSTRUCTION, PAINTED ALUMINUM.  IT IS
 AW6650'ABOUT 100 FEET HIGH.
 AW6650'
 AW6650'THE POINT LOCATED WAS THE APEX OF THE CONICAL ROOF OF THE
 AW6650'TANK.
 AW6650
 AW6650                          STATION RECOVERY (1952)
 AW6650
 AW6650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6650'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF HOUSTON,
 AW6650'120 FEET SOUTH OF CAVALCADE ROAD AND 60 FEET EAST OF LEFFINGWELL
 AW6650'STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE
 AW6650'TANK PROPER.  IT IS PAINTED SILVER AND HAS AN OVERALL HEIGHT
 AW6650'OF 120 FEET.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 AW6650'APEX OF THE ROOF.
 AW6650'
 AW6650'PROBABLY THE SAME AS HOUSTON, GARDEN CITY, WATER TANK, 1942.
 AW6650
 AW6650                          STATION RECOVERY (1963)
 AW6650
 AW6650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6650'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AW6650'GOOD CONDITION.
 AW6650
 AW6650                          STATION RECOVERY (1968)
 AW6650
 AW6650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6650'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1952.
 AW6650'
 AW6650'THE BALL AT THE APEX WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6748 ***********************************************************************
 AW6748  DESIGNATION -  HOUSTON GARDEN OAKS TANK NO 1
 AW6748  PID         -  AW6748
 AW6748  STATE/COUNTY-  TX/HARRIS
 AW6748  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6748
 AW6748                         *CURRENT SURVEY CONTROL
 AW6748  ___________________________________________________________________
 AW6748* NAD 83(1993)-  29 49 07.17302(N)    095 24 50.34272(W)     ADJUSTED  
 AW6748* NAVD 88     -                                                        
 AW6748  ___________________________________________________________________
 AW6748  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6748  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW6748
 AW6748  HORZ ORDER  -  THIRD
 AW6748
 AW6748.The horizontal coordinates were established by classical geodetic methods
 AW6748.and adjusted by the National Geodetic Survey in February 1996..
 AW6748
 AW6748
 AW6748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6748
 AW6748.The geoid height was determined by GEOID03.
 AW6748
 AW6748;                    North         East     Units Scale Factor Converg.
 AW6748;SPC TXSC     - 4,225,342.265   946,539.276   MT  0.99989877   +1 45 24.6
 AW6748;SPC TXSC     -13,862,643.75  3,105,437.61   sFT  0.99989877   +1 45 24.6
 AW6748;UTM  15      - 3,301,136.171   266,719.546   MT  1.00027149   -1 12 03.3
 AW6748
 AW6748                          SUPERSEDED SURVEY CONTROL
 AW6748
 AW6748  NAD 83(1986)-  29 49 07.18756(N)    095 24 50.32364(W) AD(       ) 4
 AW6748  NAD 27      -  29 49 06.37272(N)    095 24 49.54336(W) AD(       ) 3
 AW6748
 AW6748.Superseded values are not recommended for survey control.
 AW6748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6748.See file dsdata.txt to determine how the superseded data were derived.
 AW6748
 AW6748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6672001136(NAD 83)
 AW6748_MARKER: 53 = ELEVATED TANK
 AW6748
 AW6748  HISTORY     - Date     Condition        Report By
 AW6748  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6748  HISTORY     - 20040325 GOOD             USPSQD
 AW6748
 AW6748                          STATION DESCRIPTION
 AW6748
 AW6748'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6748'THE STATION IS LOCATED 5 MILES NORTHWEST OF THE CENTER OF HOUSTON,
 AW6748'0.05 MILE NORTH OF FIRE STATION NO. 32 AND AT 822 WEST 34TH
 AW6748'STREET.
 AW6748'
 AW6748'IT IS A WATER TANK, SUPPORTED BY FOUR LACED CHANNEL STEEL LEGS,
 AW6748'CONICAL ROOF AND A HEMISPHERICAL BOTTOM AND PAINTED SILVER.  THE
 AW6748'TANK HAS AN OVER-ALL HEIGHT OF ABOUT 120 FEET.
 AW6748'
 AW6748'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 AW6748
 AW6748                          STATION RECOVERY (2004)
 AW6748
 AW6748'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6516 ***********************************************************************
 AW6516  DESIGNATION -  HOUSTON GARDEN VILLAS MUN TANK
 AW6516  PID         -  AW6516
 AW6516  STATE/COUNTY-  TX/HARRIS
 AW6516  USGS QUAD   -  PARK PLACE (1995)
 AW6516
 AW6516                         *CURRENT SURVEY CONTROL
 AW6516  ___________________________________________________________________
 AW6516* NAD 83(1993)-  29 39 12.83709(N)    095 18 29.67910(W)     ADJUSTED  
 AW6516* NAVD 88     -                                                        
 AW6516  ___________________________________________________________________
 AW6516  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW6516  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6516
 AW6516  HORZ ORDER  -  THIRD
 AW6516
 AW6516.The horizontal coordinates were established by classical geodetic methods
 AW6516.and adjusted by the National Geodetic Survey in February 1996..
 AW6516
 AW6516
 AW6516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6516
 AW6516.The geoid height was determined by GEOID03.
 AW6516
 AW6516;                    North         East     Units Scale Factor Converg.
 AW6516;SPC TXSC     - 4,207,371.103   957,331.760   MT  0.99987865   +1 48 31.1
 AW6516;SPC TXSC     -13,803,683.36  3,140,845.95   sFT  0.99987865   +1 48 31.1
 AW6516;UTM  15      - 3,282,626.060   276,574.936   MT  1.00021597   -1 08 33.0
 AW6516
 AW6516                          SUPERSEDED SURVEY CONTROL
 AW6516
 AW6516  NAD 83(1986)-  29 39 12.85141(N)    095 18 29.65958(W) AD(       ) 4
 AW6516  NAD 27      -  29 39 12.02369(N)    095 18 28.88598(W) AD(       ) 3
 AW6516
 AW6516.Superseded values are not recommended for survey control.
 AW6516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6516.See file dsdata.txt to determine how the superseded data were derived.
 AW6516
 AW6516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7657582626(NAD 83)
 AW6516_MARKER: 53 = ELEVATED TANK
 AW6516
 AW6516  HISTORY     - Date     Condition        Report By
 AW6516  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6516  HISTORY     - 1950     GOOD             CGS
 AW6516  HISTORY     - 1955     GOOD             CGS
 AW6516  HISTORY     - 1963     GOOD             CGS
 AW6516  HISTORY     - 1965     GOOD             CGS
 AW6516  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW6516
 AW6516                          STATION DESCRIPTION
 AW6516
 AW6516'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6516'THIS INTERSECTION STATION IS IN THE SE PART OF HOUSTON, IN
 AW6516'THE SUBDIVISION OF GARDEN VILLAS, 60 FEET N OF CAYTON STREET,
 AW6516'AND 300 FEET E OF SANTA FE STREET.  THE TANK AND 4-LEG TRUSSWORK
 AW6516'SUPPORTING TOWER ARE OF STEEL CONSTRUCTION, PAINTED ALUMINUM.
 AW6516'IT IS ABOUT 140 FEET HIGH AND WAS BUILT IN 1930.  IT IS OWNED
 AW6516'BY THE CARTER LUMBER COMPANY.  THE POINT LOCATED WAS A BALL
 AW6516'AT THE APEX OF THE CONICAL ROOF OF THE TANK.
 AW6516'
 AW6516'STATION IS NEAR GARDEN VILLAS (H.L. AND P.) 1938, WHICH IS
 AW6516'NOT AT THE CENTER OF THE TANK.  IT IS MARKED BY A STANDARD
 AW6516'(H.L. AND P. CO.) DISK, 0.4 FOOT BELOW THE SURFACE OF THE
 AW6516'GROUND, 26.15 FEET FROM THE NW LEG, 26.4 FEET FROM THE NE
 AW6516'LEG, 29.35 FEET FROM THE SE LEG, 29.25 FEET FROM THE SW LEG,
 AW6516'AND 1.7 FEET FROM THE 10-INCH STANDPIPE.
 AW6516
 AW6516                          STATION RECOVERY (1950)
 AW6516
 AW6516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 AW6516'RECOVERED AS DESCRIBED.
 AW6516
 AW6516                          STATION RECOVERY (1955)
 AW6516
 AW6516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6516'STATION RECOVERED IN GOOD CONDITION AND WAS USED IN A THREE-POINT
 AW6516'THEODOLITE FIX WITH A CHECK THAT GAVE SATISFACTORY RESULTS.
 AW6516
 AW6516                          STATION RECOVERY (1963)
 AW6516
 AW6516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6516'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING.
 AW6516'IT IS NOW CHECKERED RED AND ALUMINUM AND HAS A DOUBLE RED
 AW6516'LIGHT AT THE APEX.
 AW6516
 AW6516                          STATION RECOVERY (1965)
 AW6516
 AW6516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 AW6516'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 AW6516
 AW6516                          STATION RECOVERY (1995)
 AW6516
 AW6516'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6747 ***********************************************************************
 AW6747  DESIGNATION -  HOUSTON GLECO WATER TANK
 AW6747  PID         -  AW6747
 AW6747  STATE/COUNTY-  TX/HARRIS
 AW6747  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6747
 AW6747                         *CURRENT SURVEY CONTROL
 AW6747  ___________________________________________________________________
 AW6747* NAD 83(1993)-  29 50 21.17454(N)    095 29 55.93229(W)     ADJUSTED  
 AW6747* NAVD 88     -                                                        
 AW6747  ___________________________________________________________________
 AW6747  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6747  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW6747
 AW6747  HORZ ORDER  -  THIRD
 AW6747
 AW6747.The horizontal coordinates were established by classical geodetic methods
 AW6747.and adjusted by the National Geodetic Survey in February 1996..
 AW6747
 AW6747
 AW6747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6747
 AW6747.The geoid height was determined by GEOID03.
 AW6747
 AW6747;                    North         East     Units Scale Factor Converg.
 AW6747;SPC TXSC     - 4,227,371.088   938,270.492   MT  0.99990185   +1 42 54.9
 AW6747;SPC TXSC     -13,869,299.98  3,078,309.11   sFT  0.99990185   +1 42 54.9
 AW6747;UTM  15      - 3,303,590.028   258,563.274   MT  1.00031927   -1 14 38.3
 AW6747
 AW6747                          SUPERSEDED SURVEY CONTROL
 AW6747
 AW6747  NAD 83(1986)-  29 50 21.18912(N)    095 29 55.91379(W) AD(       ) 4
 AW6747  NAD 27      -  29 50 20.37435(N)    095 29 55.12515(W) AD(       ) 3
 AW6747
 AW6747.Superseded values are not recommended for survey control.
 AW6747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6747.See file dsdata.txt to determine how the superseded data were derived.
 AW6747
 AW6747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5856303590(NAD 83)
 AW6747_MARKER: 53 = ELEVATED TANK
 AW6747
 AW6747  HISTORY     - Date     Condition        Report By
 AW6747  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6747  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW6747
 AW6747                          STATION DESCRIPTION
 AW6747
 AW6747'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6747'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF THE CENTER OF
 AW6747'HOUSTON, 1-3/4 MILES SOUTHEAST OF FAIRBANKS AND OWNED BY THE G.W.
 AW6747'MURPHY INDUSTRIES.
 AW6747'
 AW6747'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND
 AW6747'PINEMONT STREET IN THE NORTHWEST PART OF HOUSTON, GO EAST ON
 AW6747'PINEMONT STREET FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 AW6747'
 AW6747'IT IS A PEDESTAL SPHERE TYPE WATER TANK PAINTED WHITE AND HAS THE
 AW6747'LEGEND GLECO IN GREEN ON THE EAST FACE OF THE TANK.  THE OVER-ALL
 AW6747'HEIGHT IS 130 FEET.
 AW6747'
 AW6747'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 AW6747
 AW6747                          STATION RECOVERY (1993)
 AW6747
 AW6747'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6656 ***********************************************************************
 AW6656  DESIGNATION -  HOUSTON GOODWILL IND N TANK
 AW6656  PID         -  AW6656
 AW6656  STATE/COUNTY-  TX/HARRIS
 AW6656  USGS QUAD   -  SETTEGAST (1995)
 AW6656
 AW6656                         *CURRENT SURVEY CONTROL
 AW6656  ___________________________________________________________________
 AW6656* NAD 83(1993)-  29 48 29.10540(N)    095 20 27.88663(W)     ADJUSTED  
 AW6656* NAVD 88     -                                                        
 AW6656  ___________________________________________________________________
 AW6656  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6656  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW6656
 AW6656  HORZ ORDER  -  THIRD
 AW6656
 AW6656.The horizontal coordinates were established by classical geodetic methods
 AW6656.and adjusted by the National Geodetic Survey in February 1996..
 AW6656
 AW6656
 AW6656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6656
 AW6656.The geoid height was determined by GEOID03.
 AW6656
 AW6656;                    North         East     Units Scale Factor Converg.
 AW6656;SPC TXSC     - 4,224,389.020   953,618.880   MT  0.99989723   +1 47 33.2
 AW6656;SPC TXSC     -13,859,516.31  3,128,664.61   sFT  0.99989723   +1 47 33.2
 AW6656;UTM  15      - 3,299,818.485   273,743.025   MT  1.00023166   -1 09 51.3
 AW6656
 AW6656                          SUPERSEDED SURVEY CONTROL
 AW6656
 AW6656  NAD 83(1986)-  29 48 29.11997(N)    095 20 27.86798(W) AD(       ) 4
 AW6656  NAD 27      -  29 48 28.30509(N)    095 20 27.09382(W) AD(       ) 3
 AW6656
 AW6656.Superseded values are not recommended for survey control.
 AW6656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6656.See file dsdata.txt to determine how the superseded data were derived.
 AW6656
 AW6656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7374399818(NAD 83)
 AW6656_MARKER: 53 = ELEVATED TANK
 AW6656
 AW6656  HISTORY     - Date     Condition        Report By
 AW6656  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6656  HISTORY     - 1968     GOOD             CGS
 AW6656  HISTORY     - 1987     GOOD             USPSQD
 AW6656  HISTORY     - 19960921 GOOD             USPSQD
 AW6656
 AW6656                          STATION DESCRIPTION
 AW6656
 AW6656'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6656'THIS INTERSECTION STATION IS IN THE N PART OF THE CITY OF
 AW6656'HOUSTON, 25 PACES E OF JENSON DRIVE, AND 6 PACES S OF MISSION
 AW6656'STREET.  THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER
 AW6656'ARE CONSTRUCTED OF STEEL, PAINTED ALUMINUM.  THE NAME MISSION
 AW6656'MFG. CO. IS PAINTED IN BLACK LETTERS ON THE N AND S SIDES
 AW6656'OF THE TANK.  IT IS ABOUT 90 FEET HIGH AND WAS BUILT IN
 AW6656'1935.  THE POINT LOCATED WAS A BALL CENTERED AT THE APEX
 AW6656'OF THE CONICAL ROOF OF THE TANK.
 AW6656
 AW6656                          STATION RECOVERY (1968)
 AW6656
 AW6656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6656'THE STATION IS LOCATED IN THE NORTH PART OF HOUSTON, 25
 AW6656'PACES EAST OF JENSON DRIVE AND 6 PACES SOUTH OF MISSION STREET.
 AW6656'IT IS OWNED BY THE GOODWILL INDUSTRIES INCORPORATED.  IT HAS
 AW6656'AN OVER-ALL HEIGHT OF 90 FEET.
 AW6656'
 AW6656'THIS IS THE SAME TANK THAT IS CARRIED AS--HOUSTON MISSION
 AW6656'MANUFACTURING COMPANY TANK ON PREVIOUS RECORDS.  THE TANK
 AW6656'IS THE OLD TYPE WATER TANK.  IT IS SUPPORTED BY FOUR LACED
 AW6656'STEEL LEGS PAINTED SILVER.  THE TANK SIDES AND CONICAL TOP
 AW6656'ARE PAINTED YELLOW.  THE BOTTOM OF THE TANK IS PAINTED SILVER.
 AW6656'
 AW6656'THE POINT INTERSECTED WAS THE FINIAL OF THE TANK.
 AW6656
 AW6656                          STATION RECOVERY (1987)
 AW6656
 AW6656'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6656'RECOVERED IN GOOD CONDITION.
 AW6656
 AW6656                          STATION RECOVERY (1996)
 AW6656
 AW6656'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6524 ***********************************************************************
 AW6524  DESIGNATION -  HOUSTON GULF ATLANTIC TANK
 AW6524  PID         -  AW6524
 AW6524  STATE/COUNTY-  TX/HARRIS
 AW6524  USGS QUAD   -  PARK PLACE (1995)
 AW6524
 AW6524                         *CURRENT SURVEY CONTROL
 AW6524  ___________________________________________________________________
 AW6524* NAD 83(1993)-  29 43 48.73838(N)    095 16 43.72788(W)     ADJUSTED  
 AW6524* NAVD 88     -                                                        
 AW6524  ___________________________________________________________________
 AW6524  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6524  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW6524
 AW6524  HORZ ORDER  -  THIRD
 AW6524
 AW6524.The horizontal coordinates were established by classical geodetic methods
 AW6524.and adjusted by the National Geodetic Survey in February 1996..
 AW6524
 AW6524
 AW6524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6524
 AW6524.The geoid height was determined by GEOID03.
 AW6524
 AW6524;                    North         East     Units Scale Factor Converg.
 AW6524;SPC TXSC     - 4,215,951.339   959,909.245   MT  0.99988696   +1 49 23.0
 AW6524;SPC TXSC     -13,831,833.68  3,149,302.25   sFT  0.99988696   +1 49 23.0
 AW6524;UTM  15      - 3,291,064.894   279,591.913   MT  1.00019943   -1 07 50.0
 AW6524
 AW6524                          SUPERSEDED SURVEY CONTROL
 AW6524
 AW6524  NAD 83(1986)-  29 43 48.75317(N)    095 16 43.70868(W) AD(       ) 4
 AW6524  NAD 27      -  29 43 47.93152(N)    095 16 42.93971(W) AD(       ) 3
 AW6524
 AW6524.Superseded values are not recommended for survey control.
 AW6524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6524.See file dsdata.txt to determine how the superseded data were derived.
 AW6524
 AW6524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7959291065(NAD 83)
 AW6524_MARKER: 53 = ELEVATED TANK
 AW6524
 AW6524  HISTORY     - Date     Condition        Report By
 AW6524  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6524  HISTORY     - 1987     GOOD             USPSQD
 AW6524  HISTORY     - 20040326 GOOD             USPSQD
 AW6524
 AW6524                          STATION DESCRIPTION
 AW6524
 AW6524'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6524'THE STATION IS LOCATED 5 MILES EAST AND 2-1/2 MILES SOUTH OF THE
 AW6524'CENTER OF HOUSTON, 2 MILES NORTH OF INTERSTATE HIGHWAY 610 (SOUTH
 AW6524'LOOP) AND AT 8247 HARRISBURG.
 AW6524'
 AW6524'IT IS A WATER TANK, SUPPORTED BY FOUR LACED CHANNEL STEEL LEGS,
 AW6524'ELLIPSOIDAL TOP AND BOTTOM AND PAINTED YELLOW WITH BLACK LETTERING
 AW6524'GULF ATLANTIC WAREHOUSE CO ON THE SIDE OF THE TANK.  THE TANK HAS
 AW6524'AN OVER-ALL HEIGHT OF 166 FEET.
 AW6524'
 AW6524'THE POINT INTERSECTED WAS THE CAP AT THE APEX OF THE TANK.
 AW6524
 AW6524                          STATION RECOVERY (1987)
 AW6524
 AW6524'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6524'RECOVERED IN GOOD CONDITION.
 AW6524
 AW6524                          STATION RECOVERY (2004)
 AW6524
 AW6524'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6663 ***********************************************************************
 AW6663  DESIGNATION -  HOUSTON GULF BUILDING FLAGPOLE
 AW6663  PID         -  AW6663
 AW6663  STATE/COUNTY-  TX/HARRIS
 AW6663  USGS QUAD   -  SETTEGAST (1995)
 AW6663
 AW6663                         *CURRENT SURVEY CONTROL
 AW6663  ___________________________________________________________________
 AW6663* NAD 83(1993)-  29 45 31.91935(N)    095 21 49.67836(W)     ADJUSTED  
 AW6663* NAVD 88     -                                                        
 AW6663  ___________________________________________________________________
 AW6663  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6663  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6663
 AW6663  HORZ ORDER  -  THIRD
 AW6663
 AW6663.The horizontal coordinates were established by classical geodetic methods
 AW6663.and adjusted by the National Geodetic Survey in February 1996..
 AW6663
 AW6663
 AW6663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6663
 AW6663.The geoid height was determined by GEOID03.
 AW6663
 AW6663;                    North         East     Units Scale Factor Converg.
 AW6663;SPC TXSC     - 4,218,867.957   951,593.392   MT  0.99989052   +1 46 53.1
 AW6663;SPC TXSC     -13,841,402.62  3,122,019.32   sFT  0.99989052   +1 46 53.1
 AW6663;UTM  15      - 3,294,407.358   271,434.721   MT  1.00024462   -1 10 25.6
 AW6663
 AW6663                          SUPERSEDED SURVEY CONTROL
 AW6663
 AW6663  NAD 83(1986)-  29 45 31.93393(N)    095 21 49.65934(W) AD(       ) 4
 AW6663  NAD 27      -  29 45 31.11623(N)    095 21 48.87712(W) AD(       ) 3
 AW6663
 AW6663.Superseded values are not recommended for survey control.
 AW6663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6663.See file dsdata.txt to determine how the superseded data were derived.
 AW6663
 AW6663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7143594407(NAD 83)
 AW6663_MARKER: 41 = ANTENNA MAST
 AW6663
 AW6663  HISTORY     - Date     Condition        Report By
 AW6663  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6663  HISTORY     - 1952     GOOD             CGS
 AW6663  HISTORY     - 1963     GOOD             CGS
 AW6663  HISTORY     - 19931112 MARK NOT FOUND   USPSQD
 AW6663
 AW6663                          STATION DESCRIPTION
 AW6663
 AW6663'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6663'STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS
 AW6663'A RADIO ANTENNA POLE NEAR THE CENTER OF THE TOP OF THE GULF
 AW6663'BUILDING IN DOWNTOWN HOUSTON.
 AW6663'
 AW6663'THE BUILDING MANAGER VERIFIED THAT THE POLE NOW ATOP THE
 AW6663'BUILDING IS THE ONLY ONE WHICH HAS BEEN LOCATED ON THE ROOF.
 AW6663'IT IS AN ANTENNA POLE AND NOT A FLAGPOLE AS LISTED IN THE G.P.
 AW6663'LIST.
 AW6663
 AW6663                          STATION RECOVERY (1963)
 AW6663
 AW6663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6663'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AW6663'GOOD CONDITION.  THE RADIO ANTENNA POLE (MISTAKEN FOR A
 AW6663'FLAGPOLE) IS 15 INCHES AT THE BASE AND APPROXIMATELY 125 FEET
 AW6663'HIGH.
 AW6663
 AW6663                          STATION RECOVERY (1993)
 AW6663
 AW6663'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6713 ***********************************************************************
 AW6713  DESIGNATION -  HOUSTON GULF TRACTOR TANK
 AW6713  PID         -  AW6713
 AW6713  STATE/COUNTY-  TX/HARRIS
 AW6713  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6713
 AW6713                         *CURRENT SURVEY CONTROL
 AW6713  ___________________________________________________________________
 AW6713* NAD 83(1993)-  29 46 58.62692(N)    095 26 25.62950(W)     ADJUSTED  
 AW6713* NAVD 88     -                                                        
 AW6713  ___________________________________________________________________
 AW6713  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6713  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW6713
 AW6713  HORZ ORDER  -  THIRD
 AW6713
 AW6713.The horizontal coordinates were established by classical geodetic methods
 AW6713.and adjusted by the National Geodetic Survey in February 1996..
 AW6713
 AW6713
 AW6713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6713
 AW6713.The geoid height was determined by GEOID03.
 AW6713
 AW6713;                    North         East     Units Scale Factor Converg.
 AW6713;SPC TXSC     - 4,221,308.253   944,102.686   MT  0.99989371   +1 44 37.9
 AW6713;SPC TXSC     -13,849,408.83  3,097,443.56   sFT  0.99989371   +1 44 37.9
 AW6713;UTM  15      - 3,297,231.739   264,077.074   MT  1.00028679   -1 12 46.0
 AW6713
 AW6713                          SUPERSEDED SURVEY CONTROL
 AW6713
 AW6713  NAD 83(1986)-  29 46 58.64075(N)    095 26 25.61016(W) AD(       ) 4
 AW6713  NAD 27      -  29 46 57.81603(N)    095 26 24.82130(W) AD(       ) 3
 AW6713
 AW6713.Superseded values are not recommended for survey control.
 AW6713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6713.See file dsdata.txt to determine how the superseded data were derived.
 AW6713
 AW6713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6407797232(NAD 83)
 AW6713_MARKER: 53 = ELEVATED TANK
 AW6713
 AW6713  HISTORY     - Date     Condition        Report By
 AW6713  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6713
 AW6713                          STATION DESCRIPTION
 AW6713
 AW6713'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6713'THE STATION IS LOCATED WEST OF THE CITY OF HOUSTON AND IN
 AW6713'THE SUBURB OF EUREKA.  IT IS 0.5 MILE WEST OF THE JCT. OF U.S.
 AW6713'HIGHWAYS 290 AND 90 AND 200 FEET NORTH OF U.S. HIGHWAY 90.
 AW6713'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 AW6713'IT IS YELLOW IN COLOR AND HAS AN OVERALL HEIGHT OF 120 FEET.
 AW6713'THE BALL AT THE APEX WAS THE POINT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6593 ***********************************************************************
 AW6593  DESIGNATION -  HOUSTON HERMAN BLDG FLAGPOLE
 AW6593  PID         -  AW6593
 AW6593  STATE/COUNTY-  TX/HARRIS
 AW6593  USGS QUAD   -  BELLAIRE (1995)
 AW6593
 AW6593                         *CURRENT SURVEY CONTROL
 AW6593  ___________________________________________________________________
 AW6593* NAD 83(1993)-  29 42 51.47005(N)    095 23 51.31789(W)     ADJUSTED  
 AW6593* NAVD 88     -                                                        
 AW6593  ___________________________________________________________________
 AW6593  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6593  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6593
 AW6593  HORZ ORDER  -  THIRD
 AW6593
 AW6593.The horizontal coordinates were established by classical geodetic methods
 AW6593.and adjusted by the National Geodetic Survey in February 1996..
 AW6593
 AW6593
 AW6593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6593
 AW6593.The geoid height was determined by GEOID03.
 AW6593
 AW6593;                    North         East     Units Scale Factor Converg.
 AW6593;SPC TXSC     - 4,213,829.334   948,479.447   MT  0.99988509   +1 45 53.5
 AW6593;SPC TXSC     -13,824,871.74  3,111,802.99   sFT  0.99988509   +1 45 53.5
 AW6593;UTM  15      - 3,289,534.150   268,063.974   MT  1.00026378   -1 11 20.2
 AW6593
 AW6593                          SUPERSEDED SURVEY CONTROL
 AW6593
 AW6593  NAD 83(1986)-  29 42 51.48441(N)    095 23 51.29897(W) AD(       ) 4
 AW6593  NAD 27      -  29 42 50.66038(N)    095 23 50.51743(W) AD(       ) 3
 AW6593
 AW6593.Superseded values are not recommended for survey control.
 AW6593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6593.See file dsdata.txt to determine how the superseded data were derived.
 AW6593
 AW6593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6806489534(NAD 83)
 AW6593_MARKER: 83 = FLAGSTAFF
 AW6593
 AW6593  HISTORY     - Date     Condition        Report By
 AW6593  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6593  HISTORY     - 1987     GOOD             USPSQD
 AW6593  HISTORY     - 19931030 GOOD             USPSQD
 AW6593  HISTORY     - 20040325 GOOD             USPSQD
 AW6593
 AW6593                          STATION DESCRIPTION
 AW6593
 AW6593'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6593'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF THE CENTER OF
 AW6593'HOUSTON AND ON THE ROOF OF THE HERMAN PROFESSIONAL BUILDING AT
 AW6593'6410 FANNIN STREET.
 AW6593'
 AW6593'THE POLE IS LOCATED ON THE EASTERN SIDE OF THE BUILDING.  IT IS
 AW6593'SILVER IN COLOR WITH A BALL AT THE APEX.  THE HEIGHT ABOVE THE ROOF
 AW6593'IS APPROXIMATELY 40 FEET.
 AW6593'
 AW6593'THE POINT INTERSECTED WAS THE BALL.
 AW6593
 AW6593                          STATION RECOVERY (1987)
 AW6593
 AW6593'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6593'RECOVERED IN GOOD CONDITION.
 AW6593
 AW6593                          STATION RECOVERY (1993)
 AW6593
 AW6593'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6593'RECOVERED IN GOOD CONDITION.
 AW6593
 AW6593                          STATION RECOVERY (2004)
 AW6593
 AW6593'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6616 ***********************************************************************
 AW6616  DESIGNATION -  HOUSTON HL AND P CLARKE TANK
 AW6616  PID         -  AW6616
 AW6616  STATE/COUNTY-  TX/HARRIS
 AW6616  USGS QUAD   -  BELLAIRE (1995)
 AW6616
 AW6616                         *CURRENT SURVEY CONTROL
 AW6616  ___________________________________________________________________
 AW6616* NAD 83(1993)-  29 38 48.21930(N)    095 27 04.86554(W)     ADJUSTED  
 AW6616* NAVD 88     -                                                        
 AW6616  ___________________________________________________________________
 AW6616  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6616  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW6616
 AW6616  HORZ ORDER  -  THIRD
 AW6616
 AW6616.The horizontal coordinates were established by classical geodetic methods
 AW6616.and adjusted by the National Geodetic Survey in February 1996..
 AW6616
 AW6616
 AW6616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6616
 AW6616.The geoid height was determined by GEOID03.
 AW6616
 AW6616;                    North         East     Units Scale Factor Converg.
 AW6616;SPC TXSC     - 4,206,184.767   943,507.471   MT  0.99987800   +1 44 18.7
 AW6616;SPC TXSC     -13,799,791.19  3,095,490.76   sFT  0.99987800   +1 44 18.7
 AW6616;UTM  15      - 3,282,152.915   262,702.676   MT  1.00029484   -1 12 47.3
 AW6616
 AW6616                          SUPERSEDED SURVEY CONTROL
 AW6616
 AW6616  NAD 83(1986)-  29 38 48.23325(N)    095 27 04.84662(W) AD(       ) 4
 AW6616  NAD 27      -  29 38 47.39796(N)    095 27 04.05862(W) AD(       ) 3
 AW6616
 AW6616.Superseded values are not recommended for survey control.
 AW6616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6616.See file dsdata.txt to determine how the superseded data were derived.
 AW6616
 AW6616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6270382153(NAD 83)
 AW6616_MARKER: 53 = ELEVATED TANK
 AW6616
 AW6616  HISTORY     - Date     Condition        Report By
 AW6616  HISTORY     - 1968     FIRST OBSERVED   HLPCO
 AW6616  HISTORY     - 1987     GOOD             USPSQD
 AW6616  HISTORY     - 19931112 GOOD             USPSQD
 AW6616
 AW6616                          STATION DESCRIPTION
 AW6616
 AW6616'DESCRIBED BY HOUSTON LIGHTING AND POWER COMPANY 1968 (JLC)
 AW6616'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTH AND 8 MILES WEST
 AW6616'OF THE CENTER OF HOUSTON AND JUST SOUTHWEST OF THE JUNCTION OF HIRAM
 AW6616'CLARKE ROAD AND S MAIN STREET (U.S. HIGHWAY 90A).
 AW6616'
 AW6616'IT IS A WATER TANK WITH FOUR LACED CHANNEL STEEL LEGS, CONICAL ROOF
 AW6616'AND HEMISPHERICAL BOTTOM AND PAINTED SILVER.  THE TANK HAS AN
 AW6616'OVER-ALL HEIGHT OF 130 FEET.
 AW6616'
 AW6616'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 AW6616
 AW6616                          STATION RECOVERY (1987)
 AW6616
 AW6616'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6616'RECOVERED IN GOOD CONDITION.
 AW6616
 AW6616                          STATION RECOVERY (1993)
 AW6616
 AW6616'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6532 ***********************************************************************
 AW6532  DESIGNATION -  HOUSTON HUGHES TOOL CO E TANK
 AW6532  PID         -  AW6532
 AW6532  STATE/COUNTY-  TX/HARRIS
 AW6532  USGS QUAD   -  PARK PLACE (1995)
 AW6532
 AW6532                         *CURRENT SURVEY CONTROL
 AW6532  ___________________________________________________________________
 AW6532* NAD 83(1993)-  29 44 12.87785(N)    095 19 04.83879(W)     ADJUSTED  
 AW6532* NAVD 88     -                                                        
 AW6532  ___________________________________________________________________
 AW6532  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6532  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6532
 AW6532  HORZ ORDER  -  THIRD
 AW6532
 AW6532.The horizontal coordinates were established by classical geodetic methods
 AW6532.and adjusted by the National Geodetic Survey in February 1996..
 AW6532
 AW6532
 AW6532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6532
 AW6532.The geoid height was determined by GEOID03.
 AW6532
 AW6532;                    North         East     Units Scale Factor Converg.
 AW6532;SPC TXSC     - 4,216,574.175   956,095.971   MT  0.99988777   +1 48 13.9
 AW6532;SPC TXSC     -13,833,877.11  3,136,791.53   sFT  0.99988777   +1 48 13.9
 AW6532;UTM  15      - 3,291,883.671   275,814.584   MT  1.00022015   -1 09 00.9
 AW6532
 AW6532                          SUPERSEDED SURVEY CONTROL
 AW6532
 AW6532  NAD 83(1986)-  29 44 12.89249(N)    095 19 04.81938(W) AD(       ) 4
 AW6532  NAD 27      -  29 44 12.07021(N)    095 19 04.04626(W) AD(       ) 3
 AW6532
 AW6532.Superseded values are not recommended for survey control.
 AW6532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6532.See file dsdata.txt to determine how the superseded data were derived.
 AW6532
 AW6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7581591884(NAD 83)
 AW6532_MARKER: 53 = ELEVATED TANK
 AW6532
 AW6532  HISTORY     - Date     Condition        Report By
 AW6532  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6532  HISTORY     - 1987     GOOD             USPSQD
 AW6532  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW6532
 AW6532                          STATION DESCRIPTION
 AW6532
 AW6532'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6532'THE STATION IS LOCATED IN THE EAST PART OF HOUSTON AT 5425 POLK
 AW6532'ON THE PROPERTY OF THE HUGHES TOOL COMPANY.
 AW6532'
 AW6532'THE TANK IS SILVER IN COLOR WITH A HIGH CONICAL ROOF AND
 AW6532'ELLIPSOIDAL BOTTOM AND IS SUPPORTED BY FOUR BRIDGED STEEL LEGS.
 AW6532'HUGHES TOOL CO IS PAINTED ON THE SIDE OF THE TANK IN BLUE
 AW6532'LETTERING.  THE OVER-ALL HEIGHT IS APPROXIMATELY 140 FEET.
 AW6532'
 AW6532'THE POINT INTERSECTED WAS THE CAP.
 AW6532
 AW6532                          STATION RECOVERY (1987)
 AW6532
 AW6532'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6532'RECOVERED IN GOOD CONDITION.
 AW6532
 AW6532                          STATION RECOVERY (1995)
 AW6532
 AW6532'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6534 ***********************************************************************
 AW6534  DESIGNATION -  HOUSTON HUGHES TOOL CO W TANK
 AW6534  PID         -  AW6534
 AW6534  STATE/COUNTY-  TX/HARRIS
 AW6534  USGS QUAD   -  PARK PLACE (1995)
 AW6534
 AW6534                         *CURRENT SURVEY CONTROL
 AW6534  ___________________________________________________________________
 AW6534* NAD 83(1993)-  29 44 12.87154(N)    095 19 11.13680(W)     ADJUSTED  
 AW6534* NAVD 88     -                                                        
 AW6534  ___________________________________________________________________
 AW6534  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW6534  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6534
 AW6534  HORZ ORDER  -  THIRD
 AW6534
 AW6534.The horizontal coordinates were established by classical geodetic methods
 AW6534.and adjusted by the National Geodetic Survey in February 1996..
 AW6534
 AW6534
 AW6534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6534
 AW6534.The geoid height was determined by GEOID03.
 AW6534
 AW6534;                    North         East     Units Scale Factor Converg.
 AW6534;SPC TXSC     - 4,216,568.656   955,926.839   MT  0.99988777   +1 48 10.8
 AW6534;SPC TXSC     -13,833,859.00  3,136,236.64   sFT  0.99988777   +1 48 10.8
 AW6534;UTM  15      - 3,291,886.877   275,645.336   MT  1.00022109   -1 09 04.0
 AW6534
 AW6534                          SUPERSEDED SURVEY CONTROL
 AW6534
 AW6534  NAD 83(1986)-  29 44 12.88608(N)    095 19 11.11753(W) AD(       ) 4
 AW6534  NAD 27      -  29 44 12.06368(N)    095 19 10.34413(W) AD(       ) 3
 AW6534
 AW6534.Superseded values are not recommended for survey control.
 AW6534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6534.See file dsdata.txt to determine how the superseded data were derived.
 AW6534
 AW6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7564591887(NAD 83)
 AW6534_MARKER: 53 = ELEVATED TANK
 AW6534
 AW6534  HISTORY     - Date     Condition        Report By
 AW6534  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6534  HISTORY     - 1987     GOOD             USPSQD
 AW6534  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW6534  HISTORY     - 20040326 GOOD             USPSQD
 AW6534
 AW6534                          STATION DESCRIPTION
 AW6534
 AW6534'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6534'THE STATION IS LOCATED IN THE EAST PART OF HOUSTON AT 5425 POLK
 AW6534'ON THE PROPERTY OF THE HUGHES TOOL COMPANY.
 AW6534'
 AW6534'THE TANK IS SILVER IN COLOR WITH A LOW CONICAL ROOF AND ELLIPSOIDAL
 AW6534'BOTTOM AND IS SUPPORTED BY FOUR BRIDGED STEEL LEGS.  HUGHES TOOL CO
 AW6534'IS PAINTED ON THE SIDE OF THE TANK IN BLACK LETTERING.  THE
 AW6534'OVER-ALL HEIGHT IS APPROXIMATELY 130 FEET.
 AW6534'
 AW6534'THE POINT INTERSECTED WAS THE CAP.
 AW6534
 AW6534                          STATION RECOVERY (1987)
 AW6534
 AW6534'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6534'RECOVERED IN GOOD CONDITION.
 AW6534
 AW6534                          STATION RECOVERY (1995)
 AW6534
 AW6534'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6534'MARK NOT FOUND.
 AW6534
 AW6534                          STATION RECOVERY (2004)
 AW6534
 AW6534'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6592 ***********************************************************************
 AW6592  DESIGNATION -  HOUSTON HUMBLE OIL CO TANK
 AW6592  PID         -  AW6592
 AW6592  STATE/COUNTY-  TX/HARRIS
 AW6592  USGS QUAD   -  BELLAIRE (1995)
 AW6592
 AW6592                         *CURRENT SURVEY CONTROL
 AW6592  ___________________________________________________________________
 AW6592* NAD 83(1993)-  29 40 03.93762(N)    095 23 43.14608(W)     ADJUSTED  
 AW6592* NAVD 88     -                                                        
 AW6592  ___________________________________________________________________
 AW6592  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6592  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6592
 AW6592  HORZ ORDER  -  THIRD
 AW6592
 AW6592.The horizontal coordinates were established by classical geodetic methods
 AW6592.and adjusted by the National Geodetic Survey in February 1996..
 AW6592
 AW6592
 AW6592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6592
 AW6592.The geoid height was determined by GEOID03.
 AW6592
 AW6592;                    North         East     Units Scale Factor Converg.
 AW6592;SPC TXSC     - 4,208,680.681   948,857.912   MT  0.99988006   +1 45 57.5
 AW6592;SPC TXSC     -13,807,979.87  3,113,044.67   sFT  0.99988006   +1 45 57.5
 AW6592;UTM  15      - 3,284,370.870   268,176.740   MT  1.00026315   -1 11 10.1
 AW6592
 AW6592                          SUPERSEDED SURVEY CONTROL
 AW6592
 AW6592  NAD 83(1986)-  29 40 03.95176(N)    095 23 43.12695(W) AD(       ) 4
 AW6592  NAD 27      -  29 40 03.11935(N)    095 23 42.34489(W) AD(       ) 3
 AW6592
 AW6592.Superseded values are not recommended for survey control.
 AW6592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6592.See file dsdata.txt to determine how the superseded data were derived.
 AW6592
 AW6592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6817784371(NAD 83)
 AW6592_MARKER: 53 = ELEVATED TANK
 AW6592
 AW6592  HISTORY     - Date     Condition        Report By
 AW6592  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6592  HISTORY     - 1968     GOOD             CGS
 AW6592
 AW6592                          STATION DESCRIPTION
 AW6592
 AW6592'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6592'LOCATED ABOUT SIX MILES SOUTH OF DOWNTOWN HOUSTON, SEVEN MILES
 AW6592'WEST-NORTHWEST OF HOUSTON INTERNATIONAL AIRPORT, AT THE INTERSECTION
 AW6592'OF HOLMES AND ALMEDA ROADS.  THE STATION IS A SILVER WATER TANK
 AW6592'WITH A CONICAL ROOF AND A HEMISPHERICAL BOTTOM, WITH FOUR LACED
 AW6592'CHANNEL LEGS APPROXIMATELY 100 FEET HIGH.  IT HAS HUMBLE PAINTED
 AW6592'ON THE NORTH SIDE AND IS OWNED AND ON THE PROPERTY OF THE HUMBLE
 AW6592'OIL COMPANY.  THE INTERSECTION POINT WAS THE TOP CENTER.
 AW6592
 AW6592                          STATION RECOVERY (1968)
 AW6592
 AW6592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6592'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.W.T.
 AW6592'1963.
 AW6592'
 AW6592'THE INTERSECTION POINT WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6645 ***********************************************************************
 AW6645  DESIGNATION -  HOUSTON HUMBLE OIL CO RAD MAST
 AW6645  PID         -  AW6645
 AW6645  STATE/COUNTY-  TX/HARRIS
 AW6645  USGS QUAD   -  SETTEGAST (1995)
 AW6645
 AW6645                         *CURRENT SURVEY CONTROL
 AW6645  ___________________________________________________________________
 AW6645* NAD 83(1993)-  29 48 34.84012(N)    095 15 44.75523(W)     ADJUSTED  
 AW6645* NAVD 88     -                                                        
 AW6645  ___________________________________________________________________
 AW6645  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6645  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW6645
 AW6645  HORZ ORDER  -  THIRD
 AW6645
 AW6645.The horizontal coordinates were established by classical geodetic methods
 AW6645.and adjusted by the National Geodetic Survey in February 1996..
 AW6645
 AW6645
 AW6645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6645
 AW6645.The geoid height was determined by GEOID03.
 AW6645
 AW6645;                    North         East     Units Scale Factor Converg.
 AW6645;SPC TXSC     - 4,224,805.850   961,211.631   MT  0.99989746   +1 49 51.9
 AW6645;SPC TXSC     -13,860,883.86  3,153,575.16   sFT  0.99989746   +1 49 51.9
 AW6645;UTM  15      - 3,299,843.149   281,349.551   MT  1.00018990   -1 07 30.5
 AW6645
 AW6645                          SUPERSEDED SURVEY CONTROL
 AW6645
 AW6645  NAD 83(1986)-  29 48 34.85498(N)    095 15 44.73620(W) AD(       ) 4
 AW6645  NAD 27      -  29 48 34.03908(N)    095 15 43.97850(W) AD(       ) 3
 AW6645
 AW6645.Superseded values are not recommended for survey control.
 AW6645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6645.See file dsdata.txt to determine how the superseded data were derived.
 AW6645
 AW6645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8135099843(NAD 83)
 AW6645_MARKER: 42 = RADIO/TV MAST
 AW6645
 AW6645  HISTORY     - Date     Condition        Report By
 AW6645  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6645  HISTORY     - 1963     GOOD             CGS
 AW6645
 AW6645                          STATION DESCRIPTION
 AW6645
 AW6645'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6645'THE STATION IS LOCATED 0.1 MILE NORTHWEST OF U.S. HIGHWAY
 AW6645'90 IN THE SECTION KNOWN AS NORTH LOOP.  IT IS A STEEL STRUCTURE
 AW6645'SET IN CEMENT WITH AN OVERALL HEIGHT OF 110 FEET.  THE RED
 AW6645'LIGHT AT THE TOP WAS THE POINT OBSERVED.
 AW6645
 AW6645                          STATION RECOVERY (1963)
 AW6645
 AW6645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6645'THE STATION WAS RECOVERED AS DESCRIBED, ADDITIONAL INFORMATION
 AW6645'FOLLOWS.  IT IS NOW IN THE USE OF AND ON THE PROPERTY OF
 AW6645'THE SONNIER CONSTRUCTION COMPANY, 0.3 MILE SOUTHWEST OF
 AW6645'THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 527.
 AW6645'IT IS ALTERNATE RED AND WHITE, THREE LEG, SINGLE COLUMN
 AW6645'WITH A TEN FOOT ANTENNA ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6702 ***********************************************************************
 AW6702  DESIGNATION -  HOUSTON HUMBLE OIL CO E LIGHT
 AW6702  PID         -  AW6702
 AW6702  STATE/COUNTY-  TX/HARRIS
 AW6702  USGS QUAD   -  SETTEGAST (1995)
 AW6702
 AW6702                         *CURRENT SURVEY CONTROL
 AW6702  ___________________________________________________________________
 AW6702* NAD 83(1993)-  29 45 12.38467(N)    095 22 09.33339(W)     ADJUSTED  
 AW6702* NAVD 88     -                                                        
 AW6702  ___________________________________________________________________
 AW6702  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6702  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW6702
 AW6702  HORZ ORDER  -  THIRD
 AW6702
 AW6702.The horizontal coordinates were established by classical geodetic methods
 AW6702.and adjusted by the National Geodetic Survey in February 1996..
 AW6702
 AW6702
 AW6702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6702
 AW6702.The geoid height was determined by GEOID03.
 AW6702
 AW6702;                    North         East     Units Scale Factor Converg.
 AW6702;SPC TXSC     - 4,218,250.415   951,084.315   MT  0.99988983   +1 46 43.5
 AW6702;SPC TXSC     -13,839,376.57  3,120,349.12   sFT  0.99988983   +1 46 43.5
 AW6702;UTM  15      - 3,293,816.672   270,894.292   MT  1.00024768   -1 10 34.7
 AW6702
 AW6702                          SUPERSEDED SURVEY CONTROL
 AW6702
 AW6702  NAD 83(1986)-  29 45 12.39900(N)    095 22 09.31443(W) AD(       ) 4
 AW6702  NAD 27      -  29 45 11.57637(N)    095 22 08.53541(W) AD(       ) 3
 AW6702
 AW6702.Superseded values are not recommended for survey control.
 AW6702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6702.See file dsdata.txt to determine how the superseded data were derived.
 AW6702
 AW6702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7089493817(NAD 83)
 AW6702
 AW6702  HISTORY     - Date     Condition        Report By
 AW6702  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6702  HISTORY     - 19931112 GOOD             USPSQD
 AW6702
 AW6702                          STATION DESCRIPTION
 AW6702
 AW6702'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6702'LOCATED ON TOP OF THE HUMBLE OIL BUILDING IN DOWNTOWN HOUSTON.
 AW6702'THE STATION IS THE EAST LIGHT OF TWO ON THE BUILDING.  THE
 AW6702'INTERSECTING POINT WAS THE EAST LIGHT.
 AW6702
 AW6702                          STATION RECOVERY (1993)
 AW6702
 AW6702'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6695 ***********************************************************************
 AW6695  DESIGNATION -  HOUSTON HUNT WESSON FOODS TANK
 AW6695  PID         -  AW6695
 AW6695  STATE/COUNTY-  TX/HARRIS
 AW6695  USGS QUAD   -  SETTEGAST (1995)
 AW6695
 AW6695                         *CURRENT SURVEY CONTROL
 AW6695  ___________________________________________________________________
 AW6695* NAD 83(1993)-  29 47 42.51907(N)    095 20 41.04450(W)     ADJUSTED  
 AW6695* NAVD 88     -                                                        
 AW6695  ___________________________________________________________________
 AW6695  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6695  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6695
 AW6695  HORZ ORDER  -  THIRD
 AW6695
 AW6695.The horizontal coordinates were established by classical geodetic methods
 AW6695.and adjusted by the National Geodetic Survey in February 1996..
 AW6695
 AW6695
 AW6695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6695
 AW6695.The geoid height was determined by GEOID03.
 AW6695
 AW6695;                    North         East     Units Scale Factor Converg.
 AW6695;SPC TXSC     - 4,222,944.364   953,310.581   MT  0.99989540   +1 47 26.7
 AW6695;SPC TXSC     -13,854,776.63  3,127,653.13   sFT  0.99989540   +1 47 26.7
 AW6695;UTM  15      - 3,298,391.174   273,360.493   MT  1.00023380   -1 09 56.1
 AW6695
 AW6695                          SUPERSEDED SURVEY CONTROL
 AW6695
 AW6695  NAD 83(1986)-  29 47 42.53360(N)    095 20 41.02576(W) AD(       ) 4
 AW6695  NAD 27      -  29 47 41.71655(N)    095 20 40.25104(W) AD(       ) 3
 AW6695
 AW6695.Superseded values are not recommended for survey control.
 AW6695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6695.See file dsdata.txt to determine how the superseded data were derived.
 AW6695
 AW6695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7336098391(NAD 83)
 AW6695_MARKER: 53 = ELEVATED TANK
 AW6695
 AW6695  HISTORY     - Date     Condition        Report By
 AW6695  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6695
 AW6695                          STATION DESCRIPTION
 AW6695
 AW6695'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6695'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF THE CENTER OF
 AW6695'HOUSTON AND IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 AW6695'COLLINGSWORTH AND CHERRY STREETS.
 AW6695'
 AW6695'IT IS A WATER TANK WITH FOUR LACED CHANNEL STEEL LEGS AND HAS A
 AW6695'CONICAL ROOF AND A HEMISPHERICAL BOTTOM, SILVER IN COLOR.  THE TANK
 AW6695'HAS AN OVER-ALL HEIGHT OF 136 FEET.
 AW6695'
 AW6695'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6678 ***********************************************************************
 AW6678  DESIGNATION -  HOUSTON IMC BARITE PLANT MAST
 AW6678  PID         -  AW6678
 AW6678  STATE/COUNTY-  TX/HARRIS
 AW6678  USGS QUAD   -  SETTEGAST (1995)
 AW6678
 AW6678                         *CURRENT SURVEY CONTROL
 AW6678  ___________________________________________________________________
 AW6678* NAD 83(1993)-  29 47 18.52520(N)    095 17 56.33397(W)     ADJUSTED  
 AW6678* NAVD 88     -                                                        
 AW6678  ___________________________________________________________________
 AW6678  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6678  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW6678
 AW6678  HORZ ORDER  -  THIRD
 AW6678
 AW6678.The horizontal coordinates were established by classical geodetic methods
 AW6678.and adjusted by the National Geodetic Survey in February 1996..
 AW6678
 AW6678
 AW6678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6678
 AW6678.The geoid height was determined by GEOID03.
 AW6678
 AW6678;                    North         East     Units Scale Factor Converg.
 AW6678;SPC TXSC     - 4,222,345.092   957,754.872   MT  0.99989447   +1 48 47.4
 AW6678;SPC TXSC     -13,852,810.52  3,142,234.11   sFT  0.99989447   +1 48 47.4
 AW6678;UTM  15      - 3,297,563.236   277,769.407   MT  1.00020938   -1 08 33.4
 AW6678
 AW6678                          SUPERSEDED SURVEY CONTROL
 AW6678
 AW6678  NAD 83(1986)-  29 47 18.53987(N)    095 17 56.31498(W) AD(       ) 4
 AW6678  NAD 27      -  29 47 17.72357(N)    095 17 55.54519(W) AD(       ) 3
 AW6678
 AW6678.Superseded values are not recommended for survey control.
 AW6678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6678.See file dsdata.txt to determine how the superseded data were derived.
 AW6678
 AW6678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7776997563(NAD 83)
 AW6678_MARKER: 42 = RADIO/TV MAST
 AW6678
 AW6678  HISTORY     - Date     Condition        Report By
 AW6678  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6678  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW6678
 AW6678                          STATION DESCRIPTION
 AW6678
 AW6678'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6678'THE STATION IS LOCATED 5-1/2 MILES EAST AND 2-3/4 MILES NORTH OF
 AW6678'THE CENTER OF HOUSTON AND AT 6909 WALLISVILLE ROAD.  THE MAST IS
 AW6678'OWNED BY THE INTERNATIONAL MINERALS AND CHEMICAL CORPORATION
 AW6678'BARITE PLANT.
 AW6678'
 AW6678'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6678'CABLES AND IS PAINTED ALTERNATE RED AND WHITE.  THE MAST HAS AN
 AW6678'OVER-ALL HEIGHT OF 440 FEET.
 AW6678'
 AW6678'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6678
 AW6678                          STATION RECOVERY (1996)
 AW6678
 AW6678'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6544 ***********************************************************************
 AW6544  DESIGNATION -  HOUSTON INSTITUTE PARK TANK
 AW6544  PID         -  AW6544
 AW6544  STATE/COUNTY-  TX/HARRIS
 AW6544  USGS QUAD   -  PARK PLACE (1995)
 AW6544
 AW6544                         *CURRENT SURVEY CONTROL
 AW6544  ___________________________________________________________________
 AW6544* NAD 83(1993)-  29 41 09.21482(N)    095 22 15.02658(W)     ADJUSTED  
 AW6544* NAVD 88     -                                                        
 AW6544  ___________________________________________________________________
 AW6544  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6544  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6544
 AW6544  HORZ ORDER  -  THIRD
 AW6544
 AW6544.The horizontal coordinates were established by classical geodetic methods
 AW6544.and adjusted by the National Geodetic Survey in February 1996..
 AW6544
 AW6544
 AW6544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6544
 AW6544.The geoid height was determined by GEOID03.
 AW6544
 AW6544;                    North         East     Units Scale Factor Converg.
 AW6544;SPC TXSC     - 4,210,762.677   951,163.725   MT  0.99988194   +1 46 40.7
 AW6544;SPC TXSC     -13,814,810.55  3,120,609.65   sFT  0.99988194   +1 46 40.7
 AW6544;UTM  15      - 3,286,332.075   270,587.632   MT  1.00024942   -1 10 28.8
 AW6544
 AW6544                          SUPERSEDED SURVEY CONTROL
 AW6544
 AW6544  NAD 83(1986)-  29 41 09.22907(N)    095 22 15.00748(W) AD(       ) 4
 AW6544  NAD 27      -  29 41 08.39886(N)    095 22 14.22697(W) AD(       ) 3
 AW6544
 AW6544.Superseded values are not recommended for survey control.
 AW6544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6544.See file dsdata.txt to determine how the superseded data were derived.
 AW6544
 AW6544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7058886332(NAD 83)
 AW6544_MARKER: 53 = ELEVATED TANK
 AW6544
 AW6544  HISTORY     - Date     Condition        Report By
 AW6544  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6544  HISTORY     - 1968     GOOD             CGS
 AW6544
 AW6544                          STATION DESCRIPTION
 AW6544
 AW6544'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6544'LOCATED ABOUT 3-1/2 MILES SOUTH OF DOWNTOWN HOUSTON, 5-1/2 MILES
 AW6544'NORTHWEST OF THE HOUSTON INTERNATIONAL AIRPORT, IN THE CENTER OF AN
 AW6544'AREA LOCALLY KNOWN AS INSTITUTE PARK, AT THE INTERSECTION OF NOAH
 AW6544'AND TIERWESTER STREETS.  THE STATION IS A PEDESTAL SHPERE TYPE
 AW6544'WATER TANK APPROXIMATELY 100 FEET HIGH.  IT IS PAINTED WHITE AND
 AW6544'HAS TWO LIGHTS AT THE APEX.  THE INTERSECTING POINT WAS THE TOP
 AW6544'CENTER.
 AW6544
 AW6544                          STATION RECOVERY (1968)
 AW6544
 AW6544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6544'THE STATION WAS RECOVERED AS DESCRIBED BY R.W.T. 1963, EXCEPT THE
 AW6544'TANK IS NOW GETTING RUSTY AND THE OVER-ALL HEIGHT IS 136 FEET.
 AW6544'
 AW6544'THE POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6640 ***********************************************************************
 AW6640  DESIGNATION -  HOUSTON INTERCONTL CONTROL TWR
 AW6640  PID         -  AW6640
 AW6640  STATE/COUNTY-  TX/HARRIS
 AW6640  USGS QUAD   -  HUMBLE (1995)
 AW6640
 AW6640                         *CURRENT SURVEY CONTROL
 AW6640  ___________________________________________________________________
 AW6640* NAD 83(1993)-  29 59 12.06176(N)    095 21 05.53927(W)     ADJUSTED  
 AW6640* NAVD 88     -                                                        
 AW6640  ___________________________________________________________________
 AW6640  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW6640  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW6640
 AW6640  HORZ ORDER  -  THIRD
 AW6640
 AW6640.The horizontal coordinates were established by classical geodetic methods
 AW6640.and adjusted by the National Geodetic Survey in February 1996..
 AW6640
 AW6640
 AW6640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6640
 AW6640.The geoid height was determined by GEOID03.
 AW6640
 AW6640;                    North         East     Units Scale Factor Converg.
 AW6640;SPC TXSC     - 4,244,143.886   951,990.917   MT  0.99992777   +1 47 14.7
 AW6640;SPC TXSC     -13,924,328.73  3,123,323.53   sFT  0.99992777   +1 47 14.7
 AW6640;UTM  15      - 3,319,637.434   273,137.157   MT  1.00023503   -1 10 32.9
 AW6640
 AW6640                          SUPERSEDED SURVEY CONTROL
 AW6640
 AW6640  NAD 83(1986)-  29 59 12.07680(N)    095 21 05.52107(W) AD(       ) 4
 AW6640  NAD 27      -  29 59 11.28190(N)    095 21 04.75235(W) AD(       ) 3
 AW6640
 AW6640.Superseded values are not recommended for survey control.
 AW6640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6640.See file dsdata.txt to determine how the superseded data were derived.
 AW6640
 AW6640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7313719637(NAD 83)
 AW6640_MARKER: 58 = CONTROL TOWER
 AW6640
 AW6640  HISTORY     - Date     Condition        Report By
 AW6640  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6640
 AW6640                          STATION DESCRIPTION
 AW6640
 AW6640'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6269 ***********************************************************************
 AW6269  DESIGNATION -  HOUSTON JACINTOPORT CORP TANK
 AW6269  PID         -  AW6269
 AW6269  STATE/COUNTY-  TX/HARRIS
 AW6269  USGS QUAD   -  JACINTO CITY (1982)
 AW6269
 AW6269                         *CURRENT SURVEY CONTROL
 AW6269  ___________________________________________________________________
 AW6269* NAD 83(1993)-  29 45 53.88770(N)    095 09 02.67371(W)     ADJUSTED  
 AW6269* NAVD 88     -                                                        
 AW6269  ___________________________________________________________________
 AW6269  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AW6269  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6269
 AW6269  HORZ ORDER  -  THIRD
 AW6269
 AW6269.The horizontal coordinates were established by classical geodetic methods
 AW6269.and adjusted by the National Geodetic Survey in February 1996..
 AW6269
 AW6269
 AW6269.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6269
 AW6269.The geoid height was determined by GEOID03.
 AW6269
 AW6269;                    North         East     Units Scale Factor Converg.
 AW6269;SPC TXSC     - 4,220,203.227   972,164.905   MT  0.99989132   +1 53 08.9
 AW6269;SPC TXSC     -13,845,783.42  3,189,511.03   sFT  0.99989132   +1 53 08.9
 AW6269;UTM  15      - 3,294,680.599   292,053.843   MT  1.00013355   -1 04 05.2
 AW6269
 AW6269                          SUPERSEDED SURVEY CONTROL
 AW6269
 AW6269  NAD 83(1986)-  29 45 53.90337(N)    095 09 02.65475(W) AD(       ) 4
 AW6269  NAD 27      -  29 45 53.08674(N)    095 09 01.89863(W) AD(       ) 3
 AW6269
 AW6269.Superseded values are not recommended for survey control.
 AW6269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6269.See file dsdata.txt to determine how the superseded data were derived.
 AW6269
 AW6269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9205494681(NAD 83)
 AW6269_MARKER: 53 = ELEVATED TANK
 AW6269
 AW6269  HISTORY     - Date     Condition        Report By
 AW6269  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6269  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW6269  HISTORY     - 19991113 GOOD             USPSQD
 AW6269  HISTORY     - 20040325 GOOD             USPSQD
 AW6269
 AW6269                          STATION DESCRIPTION
 AW6269
 AW6269'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6269'THE STATION IS LOCATED ON THE GROUNDS OF THE JACINTOPORT CORPORATION
 AW6269'AT 1507 PENN CITY ROAD.
 AW6269'
 AW6269'THE TANK IS WHITE IN COLOR WITH THE WORD JACINTOPORT PAINTED ON THE
 AW6269'SIDE IN TURQUOISE LETTERING.  IT IS SUPPORTED BY SIX ROUND LEGS.
 AW6269'THE CAPACITY IS 250,000 GALLONS AND IS APPROXIMATELY 150 FEET HIGH.
 AW6269'
 AW6269'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
 AW6269
 AW6269                          STATION RECOVERY (1998)
 AW6269
 AW6269'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6269'MARK NOT FOUND.
 AW6269
 AW6269                          STATION RECOVERY (1999)
 AW6269
 AW6269'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6269'RECOVERED IN GOOD CONDITION.
 AW6269
 AW6269                          STATION RECOVERY (2004)
 AW6269
 AW6269'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6720 ***********************************************************************
 AW6720  DESIGNATION -  HOUSTON JEFF DAVIS HOSP CHIM
 AW6720  PID         -  AW6720
 AW6720  STATE/COUNTY-  TX/HARRIS
 AW6720  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6720
 AW6720                         *CURRENT SURVEY CONTROL
 AW6720  ___________________________________________________________________
 AW6720* NAD 83(1993)-  29 45 37.28853(N)    095 23 02.83398(W)     ADJUSTED  
 AW6720* NAVD 88     -                                                        
 AW6720  ___________________________________________________________________
 AW6720  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW6720  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6720
 AW6720  HORZ ORDER  -  THIRD
 AW6720
 AW6720.The horizontal coordinates were established by classical geodetic methods
 AW6720.and adjusted by the National Geodetic Survey in February 1996..
 AW6720
 AW6720
 AW6720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6720
 AW6720.The geoid height was determined by GEOID03.
 AW6720
 AW6720;                    North         East     Units Scale Factor Converg.
 AW6720;SPC TXSC     - 4,218,972.263   949,624.020   MT  0.99989072   +1 46 17.3
 AW6720;SPC TXSC     -13,841,744.83  3,115,558.14   sFT  0.99989072   +1 46 17.3
 AW6720;UTM  15      - 3,294,613.134   269,472.641   MT  1.00025574   -1 11 02.2
 AW6720
 AW6720                          SUPERSEDED SURVEY CONTROL
 AW6720
 AW6720  NAD 83(1986)-  29 45 37.30342(N)    095 23 02.81519(W) AD(       ) 4
 AW6720  NAD 27      -  29 45 36.47848(N)    095 23 02.04145(W) AD(       ) 3
 AW6720
 AW6720.Superseded values are not recommended for survey control.
 AW6720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6720.See file dsdata.txt to determine how the superseded data were derived.
 AW6720
 AW6720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6947394613(NAD 83)
 AW6720_MARKER: 85 = CHIMNEY
 AW6720
 AW6720  HISTORY     - Date     Condition        Report By
 AW6720  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6720  HISTORY     - 1952     GOOD             CGS
 AW6720  HISTORY     - 19931117 GOOD             USPSQD
 AW6720  HISTORY     - 20040619 MARK NOT FOUND   USPSQD
 AW6720
 AW6720                          STATION DESCRIPTION
 AW6720
 AW6720'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6720'THIS INTERSECTION STATION IS IN THE W PART OF HOUSTON, 98 PACES
 AW6720'S OF BUFFALO DRIVE, AND 88 PACES W OF GILLETTE STREET.  IT
 AW6720'IS CONSTRUCTED OF REINFORCED BRICK, GRAY IN COLOR AND IS
 AW6720'11 FLOORS HIGH.  IT WAS BUILT IN 1937.  THE CHIMNEY IS NEAR
 AW6720'THE CENTER OF THE ROOF OF THE BUILDING AND PROJECTS ABOUT
 AW6720'4 FEET.
 AW6720'
 AW6720'THE POINT LOCATED WAS THE CENTER OF THE HIGHEST PART OF THE
 AW6720'CHIMNEY.
 AW6720
 AW6720                          STATION RECOVERY (1952)
 AW6720
 AW6720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6720'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AW6720'IS COMPLETE.
 AW6720
 AW6720                          STATION RECOVERY (1993)
 AW6720
 AW6720'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6720'RECOVERED IN GOOD CONDITION.
 AW6720
 AW6720                          STATION RECOVERY (2004)
 AW6720
 AW6720'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6607 ***********************************************************************
 AW6607  DESIGNATION -  HOUSTON JOHNS MANVILLE TANK
 AW6607  PID         -  AW6607
 AW6607  STATE/COUNTY-  TX/HARRIS
 AW6607  USGS QUAD   -  BELLAIRE (1995)
 AW6607
 AW6607                         *CURRENT SURVEY CONTROL
 AW6607  ___________________________________________________________________
 AW6607* NAD 83(1993)-  29 39 44.60268(N)    095 25 45.98101(W)     ADJUSTED  
 AW6607* NAVD 88     -                                                        
 AW6607  ___________________________________________________________________
 AW6607  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AW6607  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW6607
 AW6607  HORZ ORDER  -  THIRD
 AW6607
 AW6607.The horizontal coordinates were established by classical geodetic methods
 AW6607.and adjusted by the National Geodetic Survey in February 1996..
 AW6607
 AW6607
 AW6607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6607
 AW6607.The geoid height was determined by GEOID03.
 AW6607
 AW6607;                    North         East     Units Scale Factor Converg.
 AW6607;SPC TXSC     - 4,207,984.393   945,574.932   MT  0.99987952   +1 44 57.3
 AW6607;SPC TXSC     -13,805,695.46  3,102,273.76   sFT  0.99987952   +1 44 57.3
 AW6607;UTM  15      - 3,283,844.377   264,860.954   MT  1.00028225   -1 12 10.3
 AW6607
 AW6607                          SUPERSEDED SURVEY CONTROL
 AW6607
 AW6607  NAD 83(1986)-  29 39 44.61673(N)    095 25 45.96204(W) AD(       ) 4
 AW6607  NAD 27      -  29 39 43.78445(N)    095 25 45.17630(W) AD(       ) 3
 AW6607
 AW6607.Superseded values are not recommended for survey control.
 AW6607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6607.See file dsdata.txt to determine how the superseded data were derived.
 AW6607
 AW6607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6486183844(NAD 83)
 AW6607_MARKER: 53 = ELEVATED TANK
 AW6607
 AW6607  HISTORY     - Date     Condition        Report By
 AW6607  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6607  HISTORY     - 19931112 GOOD             USPSQD
 AW6607  HISTORY     - 20040324 GOOD             USPSQD
 AW6607
 AW6607                          STATION DESCRIPTION
 AW6607
 AW6607'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6607'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH AND 6 MILES WEST
 AW6607'OF THE CENTER OF HOUSTON AND AT 410 HOMES ROAD.
 AW6607'
 AW6607'IT IS A PEDESTAL SPHERE TYPE WATER TANK, PAINTED SILVER AND IT HAS
 AW6607'AN OVER-ALL HEIGHT OF 128 FEET.
 AW6607'
 AW6607'THE POINT INTERSECTED WAS THE TOP AND CENTER.
 AW6607
 AW6607                          STATION RECOVERY (1993)
 AW6607
 AW6607'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6607'RECOVERED IN GOOD CONDITION.
 AW6607
 AW6607                          STATION RECOVERY (2004)
 AW6607
 AW6607'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6932 ***********************************************************************
 AW6932  DESIGNATION -  HOUSTON KBX 756 RAD MAST
 AW6932  PID         -  AW6932
 AW6932  STATE/COUNTY-  TX/HARRIS
 AW6932  USGS QUAD   -  ALIEF (1995)
 AW6932
 AW6932                         *CURRENT SURVEY CONTROL
 AW6932  ___________________________________________________________________
 AW6932* NAD 83(1993)-  29 43 02.02236(N)    095 31 43.99111(W)     ADJUSTED  
 AW6932* NAVD 88     -                                                        
 AW6932  ___________________________________________________________________
 AW6932  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW6932  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW6932
 AW6932  HORZ ORDER  -  THIRD
 AW6932
 AW6932.The horizontal coordinates were established by classical geodetic methods
 AW6932.and adjusted by the National Geodetic Survey in February 1996..
 AW6932
 AW6932
 AW6932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6932
 AW6932.The geoid height was determined by GEOID03.
 AW6932
 AW6932;                    North         East     Units Scale Factor Converg.
 AW6932;SPC TXSC     - 4,213,769.968   935,772.477   MT  0.99988543   +1 42 02.0
 AW6932;SPC TXSC     -13,824,676.97  3,070,113.53   sFT  0.99988543   +1 42 02.0
 AW6932;UTM  15      - 3,290,130.021   255,365.558   MT  1.00033847   -1 15 15.3
 AW6932
 AW6932                          SUPERSEDED SURVEY CONTROL
 AW6932
 AW6932  NAD 83(1986)-  29 43 02.03658(N)    095 31 43.97278(W) AD(       ) 4
 AW6932  NAD 27      -  29 43 01.20624(N)    095 31 43.17814(W) AD(       ) 3
 AW6932
 AW6932.Superseded values are not recommended for survey control.
 AW6932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6932.See file dsdata.txt to determine how the superseded data were derived.
 AW6932
 AW6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5536690130(NAD 83)
 AW6932_MARKER: 42 = RADIO/TV MAST
 AW6932
 AW6932  HISTORY     - Date     Condition        Report By
 AW6932  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6932  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 AW6932  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW6932  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW6932
 AW6932                          STATION DESCRIPTION
 AW6932
 AW6932'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6932'THE STATION IS LOCATED IN THE WEST PART OF HOUSTON, JUST SOUTHWEST
 AW6932'OF THE INTERSECTION OF 4100 OSAGE STREET AND 9200 WEST PARK DRIVE
 AW6932'AND OWNED BY THE P.G. BELL CONSTRUCTION COMPANY.
 AW6932'
 AW6932'THE MAST IS A SINGLE COLUMN LACED STEEL STRUCTURE SUPPORTED BY
 AW6932'GUY CABLES AND HAS AN OVER-ALL HEIGHT OF 360 FEET.  IT IS PAINTED
 AW6932'IN ALTERNATE SECTIONS OF RED AND WHITE.
 AW6932'
 AW6932'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 AW6932
 AW6932                          STATION RECOVERY (1996)
 AW6932
 AW6932'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6932'MARK NOT FOUND.
 AW6932
 AW6932                          STATION RECOVERY (1997)
 AW6932
 AW6932'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6932'MARK NOT FOUND.
 AW6932
 AW6932                          STATION RECOVERY (2004)
 AW6932
 AW6932'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6538 ***********************************************************************
 AW6538  DESIGNATION -  HOUSTON KCY 917 RAD MAST
 AW6538  PID         -  AW6538
 AW6538  STATE/COUNTY-  TX/HARRIS
 AW6538  USGS QUAD   -  PARK PLACE (1995)
 AW6538
 AW6538                         *CURRENT SURVEY CONTROL
 AW6538  ___________________________________________________________________
 AW6538* NAD 83(1993)-  29 38 30.61175(N)    095 20 37.43531(W)     ADJUSTED  
 AW6538* NAVD 88     -                                                        
 AW6538  ___________________________________________________________________
 AW6538  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW6538  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6538
 AW6538  HORZ ORDER  -  THIRD
 AW6538
 AW6538.The horizontal coordinates were established by classical geodetic methods
 AW6538.and adjusted by the National Geodetic Survey in February 1996..
 AW6538
 AW6538
 AW6538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6538
 AW6538.The geoid height was determined by GEOID03.
 AW6538
 AW6538;                    North         East     Units Scale Factor Converg.
 AW6538;SPC TXSC     - 4,205,963.840   953,938.588   MT  0.99987754   +1 47 28.5
 AW6538;SPC TXSC     -13,799,066.37  3,129,713.52   sFT  0.99987754   +1 47 28.5
 AW6538;UTM  15      - 3,281,394.924   273,112.612   MT  1.00023521   -1 09 34.7
 AW6538
 AW6538                          SUPERSEDED SURVEY CONTROL
 AW6538
 AW6538  NAD 83(1986)-  29 38 30.62592(N)    095 20 37.41574(W) AD(       ) 4
 AW6538  NAD 27      -  29 38 29.79243(N)    095 20 36.63767(W) AD(       ) 3
 AW6538
 AW6538.Superseded values are not recommended for survey control.
 AW6538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6538.See file dsdata.txt to determine how the superseded data were derived.
 AW6538
 AW6538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7311381395(NAD 83)
 AW6538_MARKER: 42 = RADIO/TV MAST
 AW6538
 AW6538  HISTORY     - Date     Condition        Report By
 AW6538  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6538
 AW6538                          STATION DESCRIPTION
 AW6538
 AW6538'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6538'THE STATION IS LOCATED AT 5242 SOUTH ACRES DRIVE, IN SOUTH PART OF
 AW6538'HOUSTON.  IT IS OWNED BY MR. JOHN M. MILAM EQUIPMENT COMPANY.
 AW6538'
 AW6538'THE MAST IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY
 AW6538'GUY CABLES AND IS PAINTED ALTERNATE RED AND WHITE.  THE MAST HAS AN
 AW6538'OVER-ALL HEIGHT OF 169 FEET.
 AW6538'
 AW6538'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6908 ***********************************************************************
 AW6908  DESIGNATION -  HOUSTON KDQ 536 RAD MAST
 AW6908  PID         -  AW6908
 AW6908  STATE/COUNTY-  TX/HARRIS
 AW6908  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW6908
 AW6908                         *CURRENT SURVEY CONTROL
 AW6908  ___________________________________________________________________
 AW6908* NAD 83(1993)-  29 52 09.65038(N)    095 31 02.40568(W)     ADJUSTED  
 AW6908* NAVD 88     -                                                        
 AW6908  ___________________________________________________________________
 AW6908  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6908  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW6908
 AW6908  HORZ ORDER  -  THIRD
 AW6908
 AW6908.The horizontal coordinates were established by classical geodetic methods
 AW6908.and adjusted by the National Geodetic Survey in February 1996..
 AW6908
 AW6908
 AW6908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6908
 AW6908.The geoid height was determined by GEOID03.
 AW6908
 AW6908;                    North         East     Units Scale Factor Converg.
 AW6908;SPC TXSC     - 4,230,656.171   936,387.553   MT  0.99990661   +1 42 22.3
 AW6908;SPC TXSC     -13,880,077.79  3,072,131.50   sFT  0.99990661   +1 42 22.3
 AW6908;UTM  15      - 3,306,969.377   256,851.758   MT  1.00032950   -1 15 15.5
 AW6908
 AW6908                          SUPERSEDED SURVEY CONTROL
 AW6908
 AW6908  NAD 83(1986)-  29 52 09.66500(N)    095 31 02.38725(W) AD(       ) 4
 AW6908  NAD 27      -  29 52 08.85375(N)    095 31 01.59730(W) AD(       ) 3
 AW6908
 AW6908.Superseded values are not recommended for survey control.
 AW6908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6908.See file dsdata.txt to determine how the superseded data were derived.
 AW6908
 AW6908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5685206969(NAD 83)
 AW6908_MARKER: 42 = RADIO/TV MAST
 AW6908
 AW6908  HISTORY     - Date     Condition        Report By
 AW6908  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6908
 AW6908                          STATION DESCRIPTION
 AW6908
 AW6908'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6908'THE STATION IS LOCATED AT 8201 FAIRBANKS-WHITE OAK ROAD IN THE
 AW6908'NORTHWEST PART OF HOUSTON AND OWNED BY THE BUTEX GAS COMPANY.
 AW6908'
 AW6908'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6908'CABLES AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE
 AW6908'OVER-ALL HEIGHT IS 360 FEET.
 AW6908'
 AW6908'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6691 ***********************************************************************
 AW6691  DESIGNATION -  HOUSTON KELLEY INCIN N STACK
 AW6691  PID         -  AW6691
 AW6691  STATE/COUNTY-  TX/HARRIS
 AW6691  USGS QUAD   -  SETTEGAST (1995)
 AW6691
 AW6691                         *CURRENT SURVEY CONTROL
 AW6691  ___________________________________________________________________
 AW6691* NAD 83(1993)-  29 48 39.18159(N)    095 20 09.89027(W)     ADJUSTED  
 AW6691* NAVD 88     -                                                        
 AW6691  ___________________________________________________________________
 AW6691  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6691  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW6691
 AW6691  HORZ ORDER  -  THIRD
 AW6691
 AW6691.The horizontal coordinates were established by classical geodetic methods
 AW6691.and adjusted by the National Geodetic Survey in February 1996..
 AW6691
 AW6691
 AW6691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6691
 AW6691.The geoid height was determined by GEOID03.
 AW6691
 AW6691;                    North         East     Units Scale Factor Converg.
 AW6691;SPC TXSC     - 4,224,714.222   954,092.136   MT  0.99989763   +1 47 42.0
 AW6691;SPC TXSC     -13,860,583.24  3,130,217.28   sFT  0.99989763   +1 47 42.0
 AW6691;UTM  15      - 3,300,118.942   274,232.588   MT  1.00022893   -1 09 42.7
 AW6691
 AW6691                          SUPERSEDED SURVEY CONTROL
 AW6691
 AW6691  NAD 83(1986)-  29 48 39.19620(N)    095 20 09.87156(W) AD(       ) 4
 AW6691  NAD 27      -  29 48 38.38093(N)    095 20 09.09757(W) AD(       ) 3
 AW6691
 AW6691.Superseded values are not recommended for survey control.
 AW6691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6691.See file dsdata.txt to determine how the superseded data were derived.
 AW6691
 AW6691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7423300119(NAD 83)
 AW6691_MARKER: 63 = STACK
 AW6691
 AW6691  HISTORY     - Date     Condition        Report By
 AW6691  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6691
 AW6691                          STATION DESCRIPTION
 AW6691
 AW6691'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6691'THE STATION IS LOCATED ABOUT 5 MILES NORTH AND 2-1/2 MILES EAST OF
 AW6691'THE CENTER OF HOUSTON AND AT 5425 EASTEX FREEWAY.
 AW6691'
 AW6691'IT IS A STACK MADE OF TAN BRICK WITH AN OVER-ALL HEIGHT OF 140
 AW6691'FEET.  THE DIAMETER OF THE STACK AT THE TOP IS 10 FEET.  THE STACK
 AW6691'WAS BUILT IN 1954.
 AW6691'
 AW6691'THE POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6672 ***********************************************************************
 AW6672  DESIGNATION -  HOUSTON KGZ 446 RAD MAST
 AW6672  PID         -  AW6672
 AW6672  STATE/COUNTY-  TX/HARRIS
 AW6672  USGS QUAD   -  SETTEGAST (1995)
 AW6672
 AW6672                         *CURRENT SURVEY CONTROL
 AW6672  ___________________________________________________________________
 AW6672* NAD 83(1993)-  29 47 30.62691(N)    095 17 01.60993(W)     ADJUSTED  
 AW6672* NAVD 88     -                                                        
 AW6672  ___________________________________________________________________
 AW6672  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6672  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6672
 AW6672  HORZ ORDER  -  THIRD
 AW6672
 AW6672.The horizontal coordinates were established by classical geodetic methods
 AW6672.and adjusted by the National Geodetic Survey in February 1996..
 AW6672
 AW6672
 AW6672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6672
 AW6672.The geoid height was determined by GEOID03.
 AW6672
 AW6672;                    North         East     Units Scale Factor Converg.
 AW6672;SPC TXSC     - 4,222,764.089   959,211.941   MT  0.99989494   +1 49 14.2
 AW6672;SPC TXSC     -13,854,185.18  3,147,014.51   sFT  0.99989494   +1 49 14.2
 AW6672;UTM  15      - 3,297,906.648   279,246.601   MT  1.00020130   -1 08 06.6
 AW6672
 AW6672                          SUPERSEDED SURVEY CONTROL
 AW6672
 AW6672  NAD 83(1986)-  29 47 30.64168(N)    095 17 01.59092(W) AD(       ) 4
 AW6672  NAD 27      -  29 47 29.82620(N)    095 17 00.82235(W) AD(       ) 3
 AW6672
 AW6672.Superseded values are not recommended for survey control.
 AW6672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6672.See file dsdata.txt to determine how the superseded data were derived.
 AW6672
 AW6672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7924797907(NAD 83)
 AW6672_MARKER: 42 = RADIO/TV MAST
 AW6672
 AW6672  HISTORY     - Date     Condition        Report By
 AW6672  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6672  HISTORY     - 19960921 GOOD             USPSQD
 AW6672
 AW6672                          STATION DESCRIPTION
 AW6672
 AW6672'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6672'THE STATION IS OWNED BY THE TEXAS PIPE LINE COMPANY AND IS LOCATED
 AW6672'7 MILES EAST AND 3 MILES NORTH OF THE CENTER OF HOUSTON AND AT 7901
 AW6672'WALLISVILLE ROAD.
 AW6672'
 AW6672'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6672'CABLES AND IS PAINTED ALTERNATE RED AND WHITE.  THE MAST HAS AN
 AW6672'OVER-ALL HEIGHT OF 290 FEET.
 AW6672'
 AW6672'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6672
 AW6672                          STATION RECOVERY (1996)
 AW6672
 AW6672'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6913 ***********************************************************************
 AW6913  DESIGNATION -  HOUSTON KJS 983 RAD MAST
 AW6913  PID         -  AW6913
 AW6913  STATE/COUNTY-  TX/HARRIS
 AW6913  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW6913
 AW6913                         *CURRENT SURVEY CONTROL
 AW6913  ___________________________________________________________________
 AW6913* NAD 83(1993)-  29 48 12.70876(N)    095 33 54.51883(W)     ADJUSTED  
 AW6913* NAVD 88     -                                                        
 AW6913  ___________________________________________________________________
 AW6913  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6913  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW6913
 AW6913  HORZ ORDER  -  THIRD
 AW6913
 AW6913.The horizontal coordinates were established by classical geodetic methods
 AW6913.and adjusted by the National Geodetic Survey in February 1996..
 AW6913
 AW6913
 AW6913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6913
 AW6913.The geoid height was determined by GEOID03.
 AW6913
 AW6913;                    North         East     Units Scale Factor Converg.
 AW6913;SPC TXSC     - 4,223,227.659   931,985.267   MT  0.99989658   +1 40 58.0
 AW6913;SPC TXSC     -13,855,706.08  3,057,688.33   sFT  0.99989658   +1 40 58.0
 AW6913;UTM  15      - 3,299,774.876   252,069.699   MT  1.00035849   -1 16 32.2
 AW6913
 AW6913                          SUPERSEDED SURVEY CONTROL
 AW6913
 AW6913  NAD 83(1986)-  29 48 12.72325(N)    095 33 54.50050(W) AD(       ) 4
 AW6913  NAD 27      -  29 48 11.90334(N)    095 33 53.70478(W) AD(       ) 3
 AW6913
 AW6913.Superseded values are not recommended for survey control.
 AW6913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6913.See file dsdata.txt to determine how the superseded data were derived.
 AW6913
 AW6913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5207099775(NAD 83)
 AW6913_MARKER: 42 = RADIO/TV MAST
 AW6913
 AW6913  HISTORY     - Date     Condition        Report By
 AW6913  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6913  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW6913
 AW6913                          STATION DESCRIPTION
 AW6913
 AW6913'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6913'THE STATION IS LOCATED ABOUT 12-1/2 MILES WEST-NORTHWEST OF
 AW6913'HOUSTON, AT 1625 WEST BELT DRIVE NORTH AND ON PROPERTY OF THE
 AW6913'MEMORIAL LEASING COMPANY.
 AW6913'
 AW6913'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6913'CABLES AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 AW6913'THE MAST HAS AN OVER-ALL HEIGHT OF 456 FEET.
 AW6913'
 AW6913'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6913
 AW6913                          STATION RECOVERY (1995)
 AW6913
 AW6913'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6591 ***********************************************************************
 AW6591  DESIGNATION -  HOUSTON KKA 344 RAD MAST
 AW6591  PID         -  AW6591
 AW6591  STATE/COUNTY-  TX/HARRIS
 AW6591  USGS QUAD   -  BELLAIRE (1995)
 AW6591
 AW6591                         *CURRENT SURVEY CONTROL
 AW6591  ___________________________________________________________________
 AW6591* NAD 83(1993)-  29 44 05.06361(N)    095 23 38.71405(W)     ADJUSTED  
 AW6591* NAVD 88     -                                                        
 AW6591  ___________________________________________________________________
 AW6591  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6591  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6591
 AW6591  HORZ ORDER  -  THIRD
 AW6591
 AW6591.The horizontal coordinates were established by classical geodetic methods
 AW6591.and adjusted by the National Geodetic Survey in February 1996..
 AW6591
 AW6591
 AW6591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6591
 AW6591.The geoid height was determined by GEOID03.
 AW6591
 AW6591;                    North         East     Units Scale Factor Converg.
 AW6591;SPC TXSC     - 4,216,104.460   948,748.167   MT  0.99988751   +1 45 59.7
 AW6591;SPC TXSC     -13,832,336.05  3,112,684.61   sFT  0.99988751   +1 45 59.7
 AW6591;UTM  15      - 3,291,793.253   268,449.736   MT  1.00026158   -1 11 16.7
 AW6591
 AW6591                          SUPERSEDED SURVEY CONTROL
 AW6591
 AW6591  NAD 83(1986)-  29 44 05.07785(N)    095 23 38.69513(W) AD(       ) 4
 AW6591  NAD 27      -  29 44 04.25286(N)    095 23 37.91504(W) AD(       ) 3
 AW6591
 AW6591.Superseded values are not recommended for survey control.
 AW6591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6591.See file dsdata.txt to determine how the superseded data were derived.
 AW6591
 AW6591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6845091793(NAD 83)
 AW6591_MARKER: 42 = RADIO/TV MAST
 AW6591
 AW6591  HISTORY     - Date     Condition        Report By
 AW6591  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6591  HISTORY     - 19931030 GOOD             USPSQD
 AW6591  HISTORY     - 20040325 GOOD             USPSQD
 AW6591
 AW6591                          STATION DESCRIPTION
 AW6591
 AW6591'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6591'THE STATION IS LOCATED AT 4212 MT. VERNON STREET, HOUSTON.  IT IS
 AW6591'OWNED BY RADIO COMMUNICATIONS INCORPORATED.
 AW6591'
 AW6591'THE MAST IS A THREE LEGGED SELF SUPPORTING SKELETON STEEL STRUCTURE
 AW6591'PAINTED ALTERNATE RED AND WHITE WITH AN OVER-ALL HEIGHT OF 422 FEET.
 AW6591'
 AW6591'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 AW6591
 AW6591                          STATION RECOVERY (1993)
 AW6591
 AW6591'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6591'RECOVERED IN GOOD CONDITION.
 AW6591
 AW6591                          STATION RECOVERY (2004)
 AW6591
 AW6591'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6700 ***********************************************************************
 AW6700  DESIGNATION -  HOUSTON KKC 381 RAD MAST
 AW6700  PID         -  AW6700
 AW6700  STATE/COUNTY-  TX/HARRIS
 AW6700  USGS QUAD   -  SETTEGAST (1995)
 AW6700
 AW6700                         *CURRENT SURVEY CONTROL
 AW6700  ___________________________________________________________________
 AW6700* NAD 83(1993)-  29 45 37.53402(N)    095 21 31.52053(W)     ADJUSTED  
 AW6700* NAVD 88     -                                                        
 AW6700  ___________________________________________________________________
 AW6700  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6700  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW6700
 AW6700  HORZ ORDER  -  THIRD
 AW6700
 AW6700.The horizontal coordinates were established by classical geodetic methods
 AW6700.and adjusted by the National Geodetic Survey in February 1996..
 AW6700
 AW6700
 AW6700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6700
 AW6700.The geoid height was determined by GEOID03.
 AW6700
 AW6700;                    North         East     Units Scale Factor Converg.
 AW6700;SPC TXSC     - 4,219,055.911   952,075.555   MT  0.99989073   +1 47 02.0
 AW6700;SPC TXSC     -13,842,019.27  3,123,601.22   sFT  0.99989073   +1 47 02.0
 AW6700;UTM  15      - 3,294,570.261   271,926.106   MT  1.00024185   -1 10 16.8
 AW6700
 AW6700                          SUPERSEDED SURVEY CONTROL
 AW6700
 AW6700  NAD 83(1986)-  29 45 37.54842(N)    095 21 31.50158(W) AD(       ) 4
 AW6700  NAD 27      -  29 45 36.72832(N)    095 21 30.72475(W) AD(       ) 3
 AW6700
 AW6700.Superseded values are not recommended for survey control.
 AW6700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6700.See file dsdata.txt to determine how the superseded data were derived.
 AW6700
 AW6700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7192694570(NAD 83)
 AW6700_MARKER: 42 = RADIO/TV MAST
 AW6700
 AW6700  HISTORY     - Date     Condition        Report By
 AW6700  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6700  HISTORY     - 19931123 GOOD             USPSQD
 AW6700  HISTORY     - 20040517 MARK NOT FOUND   USPSQD
 AW6700  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW6700
 AW6700                          STATION DESCRIPTION
 AW6700
 AW6700'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6700'THE STATION IS LOCATED ON THE ROOF OF THE HARRIS COUNTY COURTHOUSE
 AW6700'AT 301 SAN JACINTO.
 AW6700'
 AW6700'IT IS A THREE LEGGED STEEL STRUCTURE WHICH IS PAINTED ALTERNATE RED
 AW6700'AND WHITE AND HAS AN OVER-ALL HEIGHT OF 322.8 FEET.
 AW6700'
 AW6700'THE POINT INTERSECTED WAS THE TWIN LIGHTS AT THE APEX AN THE
 AW6700'SOUTHWEST CORNER OF THE MAST.
 AW6700
 AW6700                          STATION RECOVERY (1993)
 AW6700
 AW6700'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6700'RECOVERED IN GOOD CONDITION.
 AW6700
 AW6700                          STATION RECOVERY (2004)
 AW6700
 AW6700'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6700'MARK NOT FOUND.
 AW6700
 AW6700                          STATION RECOVERY (2005)
 AW6700
 AW6700'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6700'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6617 ***********************************************************************
 AW6617  DESIGNATION -  HOUSTON KKC 894 RAD MAST
 AW6617  PID         -  AW6617
 AW6617  STATE/COUNTY-  TX/HARRIS
 AW6617  USGS QUAD   -  BELLAIRE (1995)
 AW6617
 AW6617                         *CURRENT SURVEY CONTROL
 AW6617  ___________________________________________________________________
 AW6617* NAD 83(1993)-  29 43 24.35126(N)    095 27 11.30493(W)     ADJUSTED  
 AW6617* NAVD 88     -                                                        
 AW6617  ___________________________________________________________________
 AW6617  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6617  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6617
 AW6617  HORZ ORDER  -  THIRD
 AW6617
 AW6617.The horizontal coordinates were established by classical geodetic methods
 AW6617.and adjusted by the National Geodetic Survey in February 1996..
 AW6617
 AW6617
 AW6617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6617
 AW6617.The geoid height was determined by GEOID03.
 AW6617
 AW6617;                    North         East     Units Scale Factor Converg.
 AW6617;SPC TXSC     - 4,214,676.946   943,076.590   MT  0.99988615   +1 44 15.5
 AW6617;SPC TXSC     -13,827,652.61  3,094,077.11   sFT  0.99988615   +1 44 15.5
 AW6617;UTM  15      - 3,290,659.527   262,709.873   MT  1.00029479   -1 13 00.7
 AW6617
 AW6617                          SUPERSEDED SURVEY CONTROL
 AW6617
 AW6617  NAD 83(1986)-  29 43 24.36546(N)    095 27 11.28619(W) AD(       ) 4
 AW6617  NAD 27      -  29 43 23.53967(N)    095 27 10.50023(W) AD(       ) 3
 AW6617
 AW6617.Superseded values are not recommended for survey control.
 AW6617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6617.See file dsdata.txt to determine how the superseded data were derived.
 AW6617
 AW6617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6271090660(NAD 83)
 AW6617_MARKER: 42 = RADIO/TV MAST
 AW6617
 AW6617  HISTORY     - Date     Condition        Report By
 AW6617  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6617  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW6617
 AW6617                          STATION DESCRIPTION
 AW6617
 AW6617'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6617'THE STATION IS OWNED BY THE HOUSTON LIGHTING AND POWER COMPANY,
 AW6617'ABOUT 1/2 MILE SOUTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 610
 AW6617'AND U.S. HIGHWAY 59, AT THE NORTH END OF MULBERRY STREET AND AT THE
 AW6617'BELLAIRE SUB-STATION OF THE HOUSTON LIGHTING AND POWER COMPANY.
 AW6617'
 AW6617'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6617'CABLES AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND THE
 AW6617'OVER-ALL HEIGHT IS 370 FEET.
 AW6617'
 AW6617'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6617
 AW6617                          STATION RECOVERY (1993)
 AW6617
 AW6617'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6586 ***********************************************************************
 AW6586  DESIGNATION -  HOUSTON KKD 25 KKE 428 MAST
 AW6586  PID         -  AW6586
 AW6586  STATE/COUNTY-  TX/HARRIS
 AW6586  USGS QUAD   -  BELLAIRE (1995)
 AW6586
 AW6586                         *CURRENT SURVEY CONTROL
 AW6586  ___________________________________________________________________
 AW6586* NAD 83(1993)-  29 44 34.44061(N)    095 22 41.67496(W)     ADJUSTED  
 AW6586* NAVD 88     -                                                        
 AW6586  ___________________________________________________________________
 AW6586  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6586  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW6586
 AW6586  HORZ ORDER  -  THIRD
 AW6586
 AW6586.The horizontal coordinates were established by classical geodetic methods
 AW6586.and adjusted by the National Geodetic Survey in February 1996..
 AW6586
 AW6586
 AW6586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6586
 AW6586.The geoid height was determined by GEOID03.
 AW6586
 AW6586;                    North         East     Units Scale Factor Converg.
 AW6586;SPC TXSC     - 4,217,055.827   950,252.054   MT  0.99988851   +1 46 27.6
 AW6586;SPC TXSC     -13,835,457.33  3,117,618.61   sFT  0.99988851   +1 46 27.6
 AW6586;UTM  15      - 3,292,666.160   270,001.236   MT  1.00025274   -1 10 49.4
 AW6586
 AW6586                          SUPERSEDED SURVEY CONTROL
 AW6586
 AW6586  NAD 83(1986)-  29 44 34.45495(N)    095 22 41.65600(W) AD(       ) 4
 AW6586  NAD 27      -  29 44 33.63329(N)    095 22 40.87672(W) AD(       ) 3
 AW6586
 AW6586.Superseded values are not recommended for survey control.
 AW6586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6586.See file dsdata.txt to determine how the superseded data were derived.
 AW6586
 AW6586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7000192666(NAD 83)
 AW6586_MARKER: 42 = RADIO/TV MAST
 AW6586
 AW6586  HISTORY     - Date     Condition        Report By
 AW6586  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6586  HISTORY     - 1963     GOOD             CGS
 AW6586  HISTORY     - 1968     GOOD             CGS
 AW6586  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW6586
 AW6586                          STATION DESCRIPTION
 AW6586
 AW6586'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6586'THE STATION IS LOCATED NEAR THE HEART OF HOUSTON, 60 FEET WEST OF
 AW6586'ROSLIE STREET AND 60 FEET SOUTH OF MILAM STREET.  IT IS
 AW6586'A 3-LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 375
 AW6586'FEET.  THE LIGHT AT THE TOP WAS THE POINT OBSERVED.  THERE
 AW6586'ARE TWO DISCS JUST BELOW THE LIGHT AT THE TOP.
 AW6586
 AW6586                          STATION RECOVERY (1963)
 AW6586
 AW6586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6586'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AW6586'GOOD CONDITION.
 AW6586
 AW6586                          STATION RECOVERY (1968)
 AW6586
 AW6586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6586'THE NAME OF THIS STATION HAS BEEN CHANGED TO COMPLY WITH
 AW6586'THE MEMORANDUM ON INTERSECTION STATION NAMES AND ABBREVIATIONS.
 AW6586'A DIFFERENCE IN THE NAME OF THE STATION ON THE G.P. AND THE
 AW6586'DESCRIPTION WAS NOTED AND IS SHOWN BELOW.  THE MAST IS 307
 AW6586'FEET IN OVER-ALL HEIGHT INSTEAD OF 375 FEET AS LISTED IN
 AW6586'THE 1952 AND 1963 DESCRIPTIONS.  THE MAST IS LOCATED AT
 AW6586'3100 TRAVIS STREET, HOUSTON.  OTHER INFORMATION IN THE 1952
 AW6586'DESCRIPTION AND 1963 RECOVERY DESCRIPTION IS CORRECT.
 AW6586'
 AW6586'THE 1952 G.P. NAME IS--HOUSTON TRANSCONTINENTAL PIPELINE
 AW6586'RADIO MAST.
 AW6586'
 AW6586'THE 1952 DESCRIPTION AND THE 1963 RECOVERY DESCRIPTION NAME
 AW6586'IS--HOUSTON TRANSCONTINENTAL PIPE LINE CO RADIO MAST.
 AW6586
 AW6586                          STATION RECOVERY (1993)
 AW6586
 AW6586'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6945 ***********************************************************************
 AW6945  DESIGNATION -  HOUSTON KKG 648 RAD MAST
 AW6945  PID         -  AW6945
 AW6945  STATE/COUNTY-  TX/FORT BEND
 AW6945  USGS QUAD   -  MISSOURI CITY (1995)
 AW6945
 AW6945                         *CURRENT SURVEY CONTROL
 AW6945  ___________________________________________________________________
 AW6945* NAD 83(1993)-  29 36 55.26849(N)    095 30 12.51271(W)     ADJUSTED  
 AW6945* NAVD 88     -                                                        
 AW6945  ___________________________________________________________________
 AW6945  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6945  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6945
 AW6945  HORZ ORDER  -  THIRD
 AW6945
 AW6945.The horizontal coordinates were established by classical geodetic methods
 AW6945.and adjusted by the National Geodetic Survey in February 1996..
 AW6945
 AW6945
 AW6945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6945
 AW6945.The geoid height was determined by GEOID03.
 AW6945
 AW6945;                    North         East     Units Scale Factor Converg.
 AW6945;SPC TXSC     - 4,202,556.950   938,567.336   MT  0.99987518   +1 42 46.8
 AW6945;SPC TXSC     -13,787,888.93  3,079,283.00   sFT  0.99987518   +1 42 46.8
 AW6945;UTM  15      - 3,278,782.795   257,580.094   MT  1.00032517   -1 14 15.9
 AW6945
 AW6945                          SUPERSEDED SURVEY CONTROL
 AW6945
 AW6945  NAD 83(1986)-  29 36 55.28224(N)    095 30 12.49420(W) AD(       ) 4
 AW6945  NAD 27      -  29 36 54.44231(N)    095 30 11.69923(W) AD(       ) 3
 AW6945
 AW6945.Superseded values are not recommended for survey control.
 AW6945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6945.See file dsdata.txt to determine how the superseded data were derived.
 AW6945
 AW6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5758078783(NAD 83)
 AW6945_MARKER: 42 = RADIO/TV MAST
 AW6945
 AW6945  HISTORY     - Date     Condition        Report By
 AW6945  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6945
 AW6945                          STATION DESCRIPTION
 AW6945
 AW6945'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6945'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF MISSOURI CITY, JUST
 AW6945'SOUTHWEST OF THE INTERSECTION OF ZAVALLA AND DAISYETTA STREETS AND
 AW6945'OWNED BY THE UNITED GAS PIPELINE COMPANY.
 AW6945'
 AW6945'THE MAST IS A SINGLE COLUMN STEEL TRUSTWORK STRUCTURE SUPPORTED BY
 AW6945'GUY CABLES AND PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 AW6945'THE MAST HAS AN OVER-ALL HEIGHT OF 310 FEET.
 AW6945'
 AW6945'THE POINT INTERSECTED WAS THE LIGHT AT THE APEX OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6682 ***********************************************************************
 AW6682  DESIGNATION -  HOUSTON KKO 279 RAD MAST
 AW6682  PID         -  AW6682
 AW6682  STATE/COUNTY-  TX/HARRIS
 AW6682  USGS QUAD   -  SETTEGAST (1995)
 AW6682
 AW6682                         *CURRENT SURVEY CONTROL
 AW6682  ___________________________________________________________________
 AW6682* NAD 83(1993)-  29 48 37.20322(N)    095 18 37.70842(W)     ADJUSTED  
 AW6682* NAVD 88     -                                                        
 AW6682  ___________________________________________________________________
 AW6682  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6682  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6682
 AW6682  HORZ ORDER  -  THIRD
 AW6682
 AW6682.The horizontal coordinates were established by classical geodetic methods
 AW6682.and adjusted by the National Geodetic Survey in February 1996..
 AW6682
 AW6682
 AW6682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6682
 AW6682.The geoid height was determined by GEOID03.
 AW6682
 AW6682;                    North         East     Units Scale Factor Converg.
 AW6682;SPC TXSC     - 4,224,731.140   956,567.886   MT  0.99989756   +1 48 27.2
 AW6682;SPC TXSC     -13,860,638.75  3,138,339.81   sFT  0.99989756   +1 48 27.2
 AW6682;UTM  15      - 3,300,008.097   276,706.718   MT  1.00021522   -1 08 56.7
 AW6682
 AW6682                          SUPERSEDED SURVEY CONTROL
 AW6682
 AW6682  NAD 83(1986)-  29 48 37.21791(N)    095 18 37.68958(W) AD(       ) 4
 AW6682  NAD 27      -  29 48 36.40380(N)    095 18 36.91936(W) AD(       ) 3
 AW6682
 AW6682.Superseded values are not recommended for survey control.
 AW6682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6682.See file dsdata.txt to determine how the superseded data were derived.
 AW6682
 AW6682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7670700008(NAD 83)
 AW6682_MARKER: 42 = RADIO/TV MAST
 AW6682
 AW6682  HISTORY     - Date     Condition        Report By
 AW6682  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6682
 AW6682                          STATION DESCRIPTION
 AW6682
 AW6682'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6682'THE STATION IS OWNED BY THE HERRIN TRANSPORTATION COMPANY
 AW6682'INCORPORATED, ABOUT 4-1/2 MILES NORTHEAST OF THE CENTER OF HOUSTON
 AW6682'AND AT 5800 NORTH LOOP (610).
 AW6682'
 AW6682'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6682'CABLES AND IS PAINTED ALTERNATE RED AND WHITE.  THERE IS A RED
 AW6682'LIGHT AT THE APEX WITH A SMALL ANTENNA ON TOP OF THE LIGHT.  THE
 AW6682'MAST HAS AN OVER-ALL HEIGHT OF 300 FEET.
 AW6682'
 AW6682'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6703 ***********************************************************************
 AW6703  DESIGNATION -  HOUSTON KKP 585 RAD MAST
 AW6703  PID         -  AW6703
 AW6703  STATE/COUNTY-  TX/HARRIS
 AW6703  USGS QUAD   -  SETTEGAST (1995)
 AW6703
 AW6703                         *CURRENT SURVEY CONTROL
 AW6703  ___________________________________________________________________
 AW6703* NAD 83(1993)-  29 47 49.62860(N)    095 22 10.04514(W)     ADJUSTED  
 AW6703* NAVD 88     -                                                        
 AW6703  ___________________________________________________________________
 AW6703  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW6703  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6703
 AW6703  HORZ ORDER  -  THIRD
 AW6703
 AW6703.The horizontal coordinates were established by classical geodetic methods
 AW6703.and adjusted by the National Geodetic Survey in February 1996..
 AW6703
 AW6703
 AW6703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6703
 AW6703.The geoid height was determined by GEOID03.
 AW6703
 AW6703;                    North         East     Units Scale Factor Converg.
 AW6703;SPC TXSC     - 4,223,088.714   950,914.940   MT  0.99989567   +1 46 43.1
 AW6703;SPC TXSC     -13,855,250.22  3,119,793.43   sFT  0.99989567   +1 46 43.1
 AW6703;UTM  15      - 3,298,658.985   270,974.663   MT  1.00024722   -1 10 40.7
 AW6703
 AW6703                          SUPERSEDED SURVEY CONTROL
 AW6703
 AW6703  NAD 83(1986)-  29 47 49.64301(N)    095 22 10.02641(W) AD(       ) 4
 AW6703  NAD 27      -  29 47 48.82608(N)    095 22 09.25001(W) AD(       ) 3
 AW6703
 AW6703.Superseded values are not recommended for survey control.
 AW6703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6703.See file dsdata.txt to determine how the superseded data were derived.
 AW6703
 AW6703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7097598659(NAD 83)
 AW6703_MARKER: 42 = RADIO/TV MAST
 AW6703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6703+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2004
 AW6703
 AW6703  HISTORY     - Date     Condition        Report By
 AW6703  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6703  HISTORY     - 1987     GOOD             USPSQD
 AW6703  HISTORY     - 19960714 GOOD             USPSQD
 AW6703  HISTORY     - 20040619 GOOD             USPSQD
 AW6703
 AW6703                          STATION DESCRIPTION
 AW6703
 AW6703'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6703'THE STATION IS OWNED BY THE CENTRAL FREIGHT LINES, ABOUT 4 MILES
 AW6703'NORTH OF THE CENTER OF HOUSTON AND AT 4101 FULTON STREET.
 AW6703'
 AW6703'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6703'CABLES AND IS PAINTED ALTERNATE RED AND WHITE.  THE MAST HAS AN
 AW6703'OVER-ALL HEIGHT OF 320 FEET.
 AW6703'
 AW6703'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6703
 AW6703                          STATION RECOVERY (1987)
 AW6703
 AW6703'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6703'RECOVERED IN GOOD CONDITION.
 AW6703
 AW6703                          STATION RECOVERY (1996)
 AW6703
 AW6703'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6703'RECOVERED IN GOOD CONDITION.
 AW6703
 AW6703                          STATION RECOVERY (2004)
 AW6703
 AW6703'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6703'GO TO N29 47 00.0 W095 22 09.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6698 ***********************************************************************
 AW6698  DESIGNATION -  HOUSTON KKP 667 RAD MAST
 AW6698  PID         -  AW6698
 AW6698  STATE/COUNTY-  TX/HARRIS
 AW6698  USGS QUAD   -  SETTEGAST (1995)
 AW6698
 AW6698                         *CURRENT SURVEY CONTROL
 AW6698  ___________________________________________________________________
 AW6698* NAD 83(1993)-  29 47 52.44332(N)    095 20 55.59501(W)     ADJUSTED  
 AW6698* NAVD 88     -                                                        
 AW6698  ___________________________________________________________________
 AW6698  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6698  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW6698
 AW6698  HORZ ORDER  -  THIRD
 AW6698
 AW6698.The horizontal coordinates were established by classical geodetic methods
 AW6698.and adjusted by the National Geodetic Survey in February 1996..
 AW6698
 AW6698
 AW6698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6698
 AW6698.The geoid height was determined by GEOID03.
 AW6698
 AW6698;                    North         East     Units Scale Factor Converg.
 AW6698;SPC TXSC     - 4,223,237.561   952,910.497   MT  0.99989578   +1 47 19.6
 AW6698;SPC TXSC     -13,855,738.56  3,126,340.52   sFT  0.99989578   +1 47 19.6
 AW6698;UTM  15      - 3,298,704.722   272,975.934   MT  1.00023595   -1 10 03.7
 AW6698
 AW6698                          SUPERSEDED SURVEY CONTROL
 AW6698
 AW6698  NAD 83(1986)-  29 47 52.45784(N)    095 20 55.57623(W) AD(       ) 4
 AW6698  NAD 27      -  29 47 51.64233(N)    095 20 54.80178(W) AD(       ) 3
 AW6698
 AW6698.Superseded values are not recommended for survey control.
 AW6698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6698.See file dsdata.txt to determine how the superseded data were derived.
 AW6698
 AW6698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7297698705(NAD 83)
 AW6698_MARKER: 42 = RADIO/TV MAST
 AW6698
 AW6698  HISTORY     - Date     Condition        Report By
 AW6698  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6698  HISTORY     - 1987     GOOD             USPSQD
 AW6698  HISTORY     - 19960921 GOOD             USPSQD
 AW6698
 AW6698                          STATION DESCRIPTION
 AW6698
 AW6698'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6698'THE STATION IS OWNED BY THE MERCHANTS FAST MOTOR LINES, ABOUT 3
 AW6698'MILES NORTHEAST OF THE CENTER OF HOUSTON AND AT 1919 COLLINGSWORTH
 AW6698'STREET.
 AW6698'
 AW6698'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6698'CABLES AND IS PAINTED ALTERNATE RED AND WHITE.  THE MAST HAS AN
 AW6698'OVER-ALL HEIGHT OF 440 FEET.
 AW6698'
 AW6698'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6698
 AW6698                          STATION RECOVERY (1987)
 AW6698
 AW6698'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6698'RECOVERED IN GOOD CONDITION.
 AW6698
 AW6698                          STATION RECOVERY (1996)
 AW6698
 AW6698'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6739 ***********************************************************************
 AW6739  DESIGNATION -  HOUSTON KKR 778 RAD MAST
 AW6739  PID         -  AW6739
 AW6739  STATE/COUNTY-  TX/HARRIS
 AW6739  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6739
 AW6739                         *CURRENT SURVEY CONTROL
 AW6739  ___________________________________________________________________
 AW6739* NAD 83(1993)-  29 46 44.54540(N)    095 26 02.30471(W)     ADJUSTED  
 AW6739* NAVD 88     -                                                        
 AW6739  ___________________________________________________________________
 AW6739  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6739  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW6739
 AW6739  HORZ ORDER  -  THIRD
 AW6739
 AW6739.The horizontal coordinates were established by classical geodetic methods
 AW6739.and adjusted by the National Geodetic Survey in February 1996..
 AW6739
 AW6739
 AW6739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6739
 AW6739.The geoid height was determined by GEOID03.
 AW6739
 AW6739;                    North         East     Units Scale Factor Converg.
 AW6739;SPC TXSC     - 4,220,893.993   944,742.047   MT  0.99989318   +1 44 49.3
 AW6739;SPC TXSC     -13,848,049.71  3,099,541.20   sFT  0.99989318   +1 44 49.3
 AW6739;UTM  15      - 3,296,784.878   264,694.459   MT  1.00028320   -1 12 33.9
 AW6739
 AW6739                          SUPERSEDED SURVEY CONTROL
 AW6739
 AW6739  NAD 83(1986)-  29 46 44.55974(N)    095 26 02.28598(W) AD(       ) 4
 AW6739  NAD 27      -  29 46 43.74006(N)    095 26 01.50228(W) AD(       ) 3
 AW6739
 AW6739.Superseded values are not recommended for survey control.
 AW6739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6739.See file dsdata.txt to determine how the superseded data were derived.
 AW6739
 AW6739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6469496785(NAD 83)
 AW6739_MARKER: 42 = RADIO/TV MAST
 AW6739
 AW6739  HISTORY     - Date     Condition        Report By
 AW6739  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6739  HISTORY     - 1987     GOOD             USPSQD
 AW6739  HISTORY     - 19931123 GOOD             USPSQD
 AW6739
 AW6739                          STATION DESCRIPTION
 AW6739
 AW6739'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6739'THE STATION IS LOCATED AT 7721 WASHINGTON AVENUE IN HOUSTON AND
 AW6739'OWNED BY THE TEXAS DEPARTMENT OF HIGHWAYS.
 AW6739'
 AW6739'IT IS A 3 LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 AW6739'OF RED AND WHITE.  THE MAST HAS A T-SHAPED ANTENNA AT THE TOP AND
 AW6739'THE OVER-ALL HEIGHT IS 210 FEET.
 AW6739'
 AW6739'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6739
 AW6739                          STATION RECOVERY (1987)
 AW6739
 AW6739'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6739'RECOVERED IN GOOD CONDITION.
 AW6739
 AW6739                          STATION RECOVERY (1993)
 AW6739
 AW6739'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6615 ***********************************************************************
 AW6615  DESIGNATION -  HOUSTON KKT 593 RAD MAST
 AW6615  PID         -  AW6615
 AW6615  STATE/COUNTY-  TX/HARRIS
 AW6615  USGS QUAD   -  BELLAIRE (1995)
 AW6615
 AW6615                         *CURRENT SURVEY CONTROL
 AW6615  ___________________________________________________________________
 AW6615* NAD 83(1993)-  29 39 21.58943(N)    095 26 38.24200(W)     ADJUSTED  
 AW6615* NAVD 88     -                                                        
 AW6615  ___________________________________________________________________
 AW6615  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6615  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6615
 AW6615  HORZ ORDER  -  THIRD
 AW6615
 AW6615.The horizontal coordinates were established by classical geodetic methods
 AW6615.and adjusted by the National Geodetic Survey in February 1996..
 AW6615
 AW6615
 AW6615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6615
 AW6615.The geoid height was determined by GEOID03.
 AW6615
 AW6615;                    North         East     Units Scale Factor Converg.
 AW6615;SPC TXSC     - 4,207,233.402   944,191.891   MT  0.99987889   +1 44 31.7
 AW6615;SPC TXSC     -13,803,231.59  3,097,736.23   sFT  0.99987889   +1 44 31.7
 AW6615;UTM  15      - 3,283,165.333   263,440.494   MT  1.00029052   -1 12 35.3
 AW6615
 AW6615                          SUPERSEDED SURVEY CONTROL
 AW6615
 AW6615  NAD 83(1986)-  29 39 21.60344(N)    095 26 38.22306(W) AD(       ) 4
 AW6615  NAD 27      -  29 39 20.77001(N)    095 26 37.43566(W) AD(       ) 3
 AW6615
 AW6615.Superseded values are not recommended for survey control.
 AW6615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6615.See file dsdata.txt to determine how the superseded data were derived.
 AW6615
 AW6615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6344083165(NAD 83)
 AW6615_MARKER: 42 = RADIO/TV MAST
 AW6615
 AW6615  HISTORY     - Date     Condition        Report By
 AW6615  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6615  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW6615  HISTORY     - 19931123 MARK NOT FOUND   USPSQD
 AW6615
 AW6615                          STATION DESCRIPTION
 AW6615
 AW6615'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6615'THE STATION IS OWNED BY THE SAN JACINTO DRILLING COMPANY, ABOUT
 AW6615'10 MILES SOUTH AND 7 MILES WEST OF THE CENTER OF HOUSTON AND AT
 AW6615'11624 OLD S MAIN LOOP.
 AW6615'
 AW6615'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6615'CABLES AND IS PAINTED ALTERNATE RED AND WHITE.  THE MAST HAS AN
 AW6615'OVER-ALL HEIGHT OF 280 FEET.
 AW6615'
 AW6615'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6615
 AW6615                          STATION RECOVERY (1987)
 AW6615
 AW6615'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6615'MARK NOT FOUND.
 AW6615
 AW6615                          STATION RECOVERY (1993)
 AW6615
 AW6615'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6279 ***********************************************************************
 AW6279  DESIGNATION -  HOUSTON KKU 380 RAD MAST
 AW6279  PID         -  AW6279
 AW6279  STATE/COUNTY-  TX/HARRIS
 AW6279  USGS QUAD   -  JACINTO CITY (1982)
 AW6279
 AW6279                         *CURRENT SURVEY CONTROL
 AW6279  ___________________________________________________________________
 AW6279* NAD 83(1993)-  29 47 17.86054(N)    095 13 20.30713(W)     ADJUSTED  
 AW6279* NAVD 88     -                                                        
 AW6279  ___________________________________________________________________
 AW6279  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW6279  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6279
 AW6279  HORZ ORDER  -  THIRD
 AW6279
 AW6279.The horizontal coordinates were established by classical geodetic methods
 AW6279.and adjusted by the National Geodetic Survey in February 1996..
 AW6279
 AW6279
 AW6279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6279
 AW6279.The geoid height was determined by GEOID03.
 AW6279
 AW6279;                    North         East     Units Scale Factor Converg.
 AW6279;SPC TXSC     - 4,222,561.615   965,164.601   MT  0.99989445   +1 51 02.7
 AW6279;SPC TXSC     -13,853,520.90  3,166,544.20   sFT  0.99989445   +1 51 02.7
 AW6279;UTM  15      - 3,297,397.376   285,182.629   MT  1.00016940   -1 06 16.1
 AW6279
 AW6279                          SUPERSEDED SURVEY CONTROL
 AW6279
 AW6279  NAD 83(1986)-  29 47 17.87546(N)    095 13 20.28804(W) AD(       ) 4
 AW6279  NAD 27      -  29 47 17.06036(N)    095 13 19.52525(W) AD(       ) 3
 AW6279
 AW6279.Superseded values are not recommended for survey control.
 AW6279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6279.See file dsdata.txt to determine how the superseded data were derived.
 AW6279
 AW6279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8518397397(NAD 83)
 AW6279_MARKER: 42 = RADIO/TV MAST
 AW6279
 AW6279  HISTORY     - Date     Condition        Report By
 AW6279  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6279  HISTORY     - 1976     GOOD             NGS
 AW6279  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW6279
 AW6279                          STATION DESCRIPTION
 AW6279
 AW6279'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6279'THE STATION IS LOCATED ABOUT 9 MILES EAST AND 2 MILES NORTH OF
 AW6279'THE CENTER OF HOUSTON.  THE AREA IS KNOWN AS GREENS BAYOU.
 AW6279'
 AW6279'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10
 AW6279'AND FARM ROAD 526 (FEDERAL ROAD), GO IN A NORTHERLY DIRECTION ON
 AW6279'FARM ROAD 526 FOR 1.25 MILES TO A SIDE ROAD LEFT AT THE MAXEY ROAD
 AW6279'BAPTIST CHURCH.  TURN LEFT, PASSING TO THE SOUTH OF THE CHURCH,
 AW6279'AND GO 0.05 MILE TO THE WEST EDGE OF THE CHURCH PARKING AREA.
 AW6279'CONTINUE WEST ON A TRACK ROAD FOR 0.15 MILE TO THE STATION ON
 AW6279'THE RIGHT.
 AW6279'
 AW6279'THE MAST IS OWNED AND OPERATED BY CHAMPION PAPERS COMPANY A
 AW6279'SUBSIDIARY OF U.S. PLYWOOD-CHAMPION PAPERS INCORPORATED.  IT IS A
 AW6279'GUYED STEEL STRUCTURE PAINTED ALTERNATE RED AND WHITE.  THE
 AW6279'OVER-ALL HEIGHT IS 294 FEET.
 AW6279'
 AW6279'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 AW6279
 AW6279                          STATION RECOVERY (1976)
 AW6279
 AW6279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 AW6279'RECOVERED AS DESCRIBED.
 AW6279'
 AW6279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES EAST AND 2
 AW6279'MILES NORTH OF THE CENTER OF HOUSTON.
 AW6279
 AW6279                          STATION RECOVERY (1998)
 AW6279
 AW6279'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6603 ***********************************************************************
 AW6603  DESIGNATION -  HOUSTON KNOLLWOOD VILLAGE TANK
 AW6603  PID         -  AW6603
 AW6603  STATE/COUNTY-  TX/HARRIS
 AW6603  USGS QUAD   -  BELLAIRE (1995)
 AW6603
 AW6603                         *CURRENT SURVEY CONTROL
 AW6603  ___________________________________________________________________
 AW6603* NAD 83(1993)-  29 41 15.03691(N)    095 24 52.34248(W)     ADJUSTED  
 AW6603* NAVD 88     -                                                        
 AW6603  ___________________________________________________________________
 AW6603  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6603  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW6603
 AW6603  HORZ ORDER  -  THIRD
 AW6603
 AW6603.The horizontal coordinates were established by classical geodetic methods
 AW6603.and adjusted by the National Geodetic Survey in February 1996..
 AW6603
 AW6603
 AW6603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6603
 AW6603.The geoid height was determined by GEOID03.
 AW6603
 AW6603;                    North         East     Units Scale Factor Converg.
 AW6603;SPC TXSC     - 4,210,811.416   946,931.186   MT  0.99988211   +1 45 23.6
 AW6603;SPC TXSC     -13,814,970.45  3,106,723.40   sFT  0.99988211   +1 45 23.6
 AW6603;UTM  15      - 3,286,598.882   266,361.620   MT  1.00027357   -1 11 47.0
 AW6603
 AW6603                          SUPERSEDED SURVEY CONTROL
 AW6603
 AW6603  NAD 83(1986)-  29 41 15.05110(N)    095 24 52.32352(W) AD(       ) 4
 AW6603  NAD 27      -  29 41 14.22048(N)    095 24 51.54023(W) AD(       ) 3
 AW6603
 AW6603.Superseded values are not recommended for survey control.
 AW6603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6603.See file dsdata.txt to determine how the superseded data were derived.
 AW6603
 AW6603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6636286599(NAD 83)
 AW6603_MARKER: 53 = ELEVATED TANK
 AW6603
 AW6603  HISTORY     - Date     Condition        Report By
 AW6603  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6603  HISTORY     - 1968     GOOD             CGS
 AW6603  HISTORY     - 19931123 MARK NOT FOUND   USPSQD
 AW6603
 AW6603                          STATION DESCRIPTION
 AW6603
 AW6603'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6603'THE STATION IS A CHECKERED RED AND SILVER, ELLIPSOIDAL TOP AND
 AW6603'BOTTOM, SIX SILVER TUBULAR LEGS, 125 FEET HIGH AND A LIGHT ON TOP.
 AW6603'THE INTERSECTION POINT WAS THE TOP CENTER.  LOCATED 0.2 MILE
 AW6603'SOUTHEAST OF THE INTERSECTION OF MAIN STREET (U.S. HIGHWAY 90A)
 AW6603'AND MCNEE STREET.  THIS IS ADJACENT TO THE NORTHWEST CORNER
 AW6603'HOUSTON COLTS TEMPORARY STADIUM GROUNDS.
 AW6603
 AW6603                          STATION RECOVERY (1968)
 AW6603
 AW6603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6603'THE STATION WAS RECOVERED AS DESCRIBED BY R.W.T. IN 1963.
 AW6603
 AW6603                          STATION RECOVERY (1993)
 AW6603
 AW6603'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6701 ***********************************************************************
 AW6701  DESIGNATION -  HOUSTON KODA RAD MAST
 AW6701  PID         -  AW6701
 AW6701  STATE/COUNTY-  TX/HARRIS
 AW6701  USGS QUAD   -  SETTEGAST (1995)
 AW6701
 AW6701                         *CURRENT SURVEY CONTROL
 AW6701  ___________________________________________________________________
 AW6701* NAD 83(1993)-  29 45 28.35171(N)    095 22 02.55204(W)     ADJUSTED  
 AW6701* NAVD 88     -                                                        
 AW6701  ___________________________________________________________________
 AW6701  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6701  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6701
 AW6701  HORZ ORDER  -  THIRD
 AW6701
 AW6701.The horizontal coordinates were established by classical geodetic methods
 AW6701.and adjusted by the National Geodetic Survey in February 1996..
 AW6701
 AW6701
 AW6701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6701
 AW6701.The geoid height was determined by GEOID03.
 AW6701
 AW6701;                    North         East     Units Scale Factor Converg.
 AW6701;SPC TXSC     - 4,218,747.425   951,251.140   MT  0.99989040   +1 46 46.8
 AW6701;SPC TXSC     -13,841,007.18  3,120,896.45   sFT  0.99989040   +1 46 46.8
 AW6701;UTM  15      - 3,294,304.594   271,086.587   MT  1.00024659   -1 10 31.9
 AW6701
 AW6701                          SUPERSEDED SURVEY CONTROL
 AW6701
 AW6701  NAD 83(1986)-  29 45 28.36607(N)    095 22 02.53314(W) AD(       ) 4
 AW6701  NAD 27      -  29 45 27.54462(N)    095 22 01.75513(W) AD(       ) 3
 AW6701
 AW6701.Superseded values are not recommended for survey control.
 AW6701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6701.See file dsdata.txt to determine how the superseded data were derived.
 AW6701
 AW6701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7108794305(NAD 83)
 AW6701_MARKER: 42 = RADIO/TV MAST
 AW6701
 AW6701  HISTORY     - Date     Condition        Report By
 AW6701  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6701  HISTORY     - 19931123 MARK NOT FOUND   USPSQD
 AW6701
 AW6701                          STATION DESCRIPTION
 AW6701
 AW6701'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6701'THE STATION IS LOCATED AT 1010 MILAN, BUSINESS DISTRICT OF HOUSTON,
 AW6701'AND IS OWNED BY THE TENNECO OIL COMPANY.
 AW6701'
 AW6701'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE, PAINTED ALTERNATE
 AW6701'RED AND WHITE AND IS PLACED ON THE ROOF OF THE TENNECO BUILDING.
 AW6701'IT HAS AN OVER-ALL HEIGHT OF 640 FEET.
 AW6701'
 AW6701'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6701
 AW6701                          STATION RECOVERY (1993)
 AW6701
 AW6701'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6618 ***********************************************************************
 AW6618  DESIGNATION -  HOUSTON KPRC TV MAST
 AW6618  PID         -  AW6618
 AW6618  STATE/COUNTY-  TX/HARRIS
 AW6618  USGS QUAD   -  BELLAIRE (1995)
 AW6618
 AW6618                         *CURRENT SURVEY CONTROL
 AW6618  ___________________________________________________________________
 AW6618* NAD 83(1993)-  29 44 05.70458(N)    095 27 43.27599(W)     ADJUSTED  
 AW6618* NAVD 88     -                                                        
 AW6618  ___________________________________________________________________
 AW6618  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6618  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW6618
 AW6618  HORZ ORDER  -  THIRD
 AW6618
 AW6618.The horizontal coordinates were established by classical geodetic methods
 AW6618.and adjusted by the National Geodetic Survey in February 1996..
 AW6618
 AW6618
 AW6618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6618
 AW6618.The geoid height was determined by GEOID03.
 AW6618
 AW6618;                    North         East     Units Scale Factor Converg.
 AW6618;SPC TXSC     - 4,215,923.514   942,179.325   MT  0.99988753   +1 43 59.9
 AW6618;SPC TXSC     -13,831,742.40  3,091,133.34   sFT  0.99988753   +1 43 59.9
 AW6618;UTM  15      - 3,291,951.218   261,877.718   MT  1.00029967   -1 13 18.2
 AW6618
 AW6618                          SUPERSEDED SURVEY CONTROL
 AW6618
 AW6618  NAD 83(1986)-  29 44 05.71878(N)    095 27 43.25726(W) AD(       ) 4
 AW6618  NAD 27      -  29 44 04.89366(N)    095 27 42.47008(W) AD(       ) 3
 AW6618
 AW6618.Superseded values are not recommended for survey control.
 AW6618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6618.See file dsdata.txt to determine how the superseded data were derived.
 AW6618
 AW6618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6187891951(NAD 83)
 AW6618_MARKER: 42 = RADIO/TV MAST
 AW6618
 AW6618  HISTORY     - Date     Condition        Report By
 AW6618  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6618  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AW6618
 AW6618                          STATION DESCRIPTION
 AW6618
 AW6618'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6618'THE STATION IS LOCATED AT 3014 SOUTH POST OAK ROAD IN HOUSTON.
 AW6618'
 AW6618'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE PAINTED IN
 AW6618'ALTERNATE SECTIONS OF RED AND WHITE.  THE MAST HAS A T-SHAPED
 AW6618'ANTENNA AND RED LIGHT AT THE APEX OF THE MAST.  THE OVER-ALL HEIGHT
 AW6618'IS 252 FEET.
 AW6618'
 AW6618'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6618
 AW6618                          STATION RECOVERY (1993)
 AW6618
 AW6618'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6511 ***********************************************************************
 AW6511  DESIGNATION -  HOUSTON LONE STAR BAG CO TANK
 AW6511  PID         -  AW6511
 AW6511  STATE/COUNTY-  TX/HARRIS
 AW6511  USGS QUAD   -  PARK PLACE (1995)
 AW6511
 AW6511                         *CURRENT SURVEY CONTROL
 AW6511  ___________________________________________________________________
 AW6511* NAD 83(1993)-  29 43 24.87918(N)    095 20 04.62949(W)     ADJUSTED  
 AW6511* NAVD 88     -                                                        
 AW6511  ___________________________________________________________________
 AW6511  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AW6511  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6511
 AW6511  HORZ ORDER  -  THIRD
 AW6511
 AW6511.The horizontal coordinates were established by classical geodetic methods
 AW6511.and adjusted by the National Geodetic Survey in February 1996..
 AW6511
 AW6511
 AW6511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6511
 AW6511.The geoid height was determined by GEOID03.
 AW6511
 AW6511;                    North         East     Units Scale Factor Converg.
 AW6511;SPC TXSC     - 4,215,046.681   954,536.546   MT  0.99988617   +1 47 44.6
 AW6511;SPC TXSC     -13,828,865.65  3,131,675.32   sFT  0.99988617   +1 47 44.6
 AW6511;UTM  15      - 3,290,438.080   274,177.962   MT  1.00022925   -1 09 28.9
 AW6511
 AW6511                          SUPERSEDED SURVEY CONTROL
 AW6511
 AW6511  NAD 83(1986)-  29 43 24.89363(N)    095 20 04.61023(W) AD(       ) 4
 AW6511  NAD 27      -  29 43 24.06925(N)    095 20 03.83517(W) AD(       ) 3
 AW6511
 AW6511.Superseded values are not recommended for survey control.
 AW6511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6511.See file dsdata.txt to determine how the superseded data were derived.
 AW6511
 AW6511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7417890438(NAD 83)
 AW6511_MARKER: 53 = ELEVATED TANK
 AW6511
 AW6511  HISTORY     - Date     Condition        Report By
 AW6511  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6511  HISTORY     - 1952     GOOD             CGS
 AW6511  HISTORY     - 1963     GOOD             CGS
 AW6511  HISTORY     - 1968     GOOD             CGS
 AW6511  HISTORY     - 20040520 GOOD             USPSQD
 AW6511  HISTORY     - 20050706 GOOD             USPSQD
 AW6511
 AW6511                          STATION DESCRIPTION
 AW6511
 AW6511'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6511'THIS INTERSECTION STATION IS IN THE SE PART OF HOUSTON, 173
 AW6511'PACES S OF DUMBLE STREET, 200 PACES E OF THE MISSOURI PACIFIC
 AW6511'RAILROAD TRACKS AND JUST SE OF THE LONE STAR BAG COMPANY PLANT
 AW6511'BUILDINGS.  THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER
 AW6511'ARE OF STEEL CONSTRUCTION, PAINTED ALUMINUM.  IT IS ABOUT
 AW6511'125 FEET HIGH AND WAS BUILT IN 1931.  THE TANK HAS THE SIGN
 AW6511'LONE STAR BAG CO. ON ITS SIDES.  THE POINT LOCATED WAS A
 AW6511'SMALL BALL CENTERED AT THE APEX OF THE CONICAL ROOF OF THE
 AW6511'TANK.
 AW6511
 AW6511                          STATION RECOVERY (1952)
 AW6511
 AW6511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6511'STATION RECOVERED IN GOOD CONDITION.  1942 DESCRIPTION
 AW6511'ADEQUATE AND COMPLETE.
 AW6511
 AW6511                          STATION RECOVERY (1963)
 AW6511
 AW6511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6511'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING.
 AW6511'THE TANK HAS THE LETTERS SR ON THE SIDE FOR THE ST. REGIS
 AW6511'PAPER CO., IT BEING THE PARENT COMPANY.  THE LETTERS ARE
 AW6511'PAINTED RED.
 AW6511
 AW6511                          STATION RECOVERY (1968)
 AW6511
 AW6511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6511'THE STATION WAS RECOVERED AS DESCRIBED BY F.B.Q. IN 1942 WITH
 AW6511'THE FOLLOWING EXCEPTION.  THE TANK HAS ST. REGIS IN BLUE
 AW6511'LETTERING PAINTED ON THE SIDE.  ST. REGIS PAPER COMPANY IS
 AW6511'THE PARENT COMPANY.
 AW6511
 AW6511                          STATION RECOVERY (2004)
 AW6511
 AW6511'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6511'RECOVERED IN GOOD CONDITION.
 AW6511
 AW6511                          STATION RECOVERY (2005)
 AW6511
 AW6511'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6910 ***********************************************************************
 AW6910  DESIGNATION -  HOUSTON LONGPOINT WOODS TANK
 AW6910  PID         -  AW6910
 AW6910  STATE/COUNTY-  TX/HARRIS
 AW6910  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW6910
 AW6910                         *CURRENT SURVEY CONTROL
 AW6910  ___________________________________________________________________
 AW6910* NAD 83(1993)-  29 47 49.75135(N)    095 32 25.69679(W)     ADJUSTED  
 AW6910* NAVD 88     -                                                        
 AW6910  ___________________________________________________________________
 AW6910  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6910  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW6910
 AW6910  HORZ ORDER  -  THIRD
 AW6910
 AW6910.The horizontal coordinates were established by classical geodetic methods
 AW6910.and adjusted by the National Geodetic Survey in February 1996..
 AW6910
 AW6910
 AW6910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6910
 AW6910.The geoid height was determined by GEOID03.
 AW6910
 AW6910;                    North         East     Units Scale Factor Converg.
 AW6910;SPC TXSC     - 4,222,591.440   934,390.151   MT  0.99989568   +1 41 41.5
 AW6910;SPC TXSC     -13,853,618.75  3,065,578.35   sFT  0.99989568   +1 41 41.5
 AW6910;UTM  15      - 3,299,015.051   254,439.624   MT  1.00034406   -1 15 47.1
 AW6910
 AW6910                          SUPERSEDED SURVEY CONTROL
 AW6910
 AW6910  NAD 83(1986)-  29 47 49.76579(N)    095 32 25.67841(W) AD(       ) 4
 AW6910  NAD 27      -  29 47 48.94543(N)    095 32 24.88563(W) AD(       ) 3
 AW6910
 AW6910.Superseded values are not recommended for survey control.
 AW6910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6910.See file dsdata.txt to determine how the superseded data were derived.
 AW6910
 AW6910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5444099015(NAD 83)
 AW6910_MARKER: 53 = ELEVATED TANK
 AW6910
 AW6910  HISTORY     - Date     Condition        Report By
 AW6910  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6910
 AW6910                          STATION DESCRIPTION
 AW6910
 AW6910'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6910'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION
 AW6910'OF WITTE ROAD AND WHITESIDE LANE IN A SECTION KNOWN AS LONGPOINT
 AW6910'WOODS IN THE WEST PART OF HOUSTON.
 AW6910'
 AW6910'THE TANK IS GREY IN COLOR WITH AN ELLIPSOIDAL TOP AND BOTTOM.  THE
 AW6910'TANK IS SUPPORTED BY 4 TUBLAR LEGS AND THE OVER-ALL HEIGHT IS ABOUT
 AW6910'150 FEET.
 AW6910'
 AW6910'THE POINT INTERSECTED WAS THE CENTER OF THE CAP ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6497 ***********************************************************************
 AW6497  DESIGNATION -  HOUSTON LONGREACH DOCKS S TANK
 AW6497  PID         -  AW6497
 AW6497  STATE/COUNTY-  TX/HARRIS
 AW6497  USGS QUAD   -  PARK PLACE (1995)
 AW6497
 AW6497                         *CURRENT SURVEY CONTROL
 AW6497  ___________________________________________________________________
 AW6497* NAD 83(1993)-  29 44 11.82874(N)    095 16 51.38826(W)     ADJUSTED  
 AW6497* NAVD 88     -                                                        
 AW6497  ___________________________________________________________________
 AW6497  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6497  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW6497
 AW6497  HORZ ORDER  -  THIRD
 AW6497
 AW6497.The horizontal coordinates were established by classical geodetic methods
 AW6497.and adjusted by the National Geodetic Survey in February 1996..
 AW6497
 AW6497
 AW6497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6497
 AW6497.The geoid height was determined by GEOID03.
 AW6497
 AW6497;                    North         East     Units Scale Factor Converg.
 AW6497;SPC TXSC     - 4,216,655.331   959,680.905   MT  0.99988774   +1 49 19.2
 AW6497;SPC TXSC     -13,834,143.37  3,148,553.10   sFT  0.99988774   +1 49 19.2
 AW6497;UTM  15      - 3,291,779.940   279,400.092   MT  1.00020047   -1 07 54.6
 AW6497
 AW6497                          SUPERSEDED SURVEY CONTROL
 AW6497
 AW6497  NAD 83(1986)-  29 44 11.84360(N)    095 16 51.36904(W) AD(       ) 4
 AW6497  NAD 27      -  29 44 11.02094(N)    095 16 50.60106(W) AD(       ) 3
 AW6497
 AW6497.Superseded values are not recommended for survey control.
 AW6497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6497.See file dsdata.txt to determine how the superseded data were derived.
 AW6497
 AW6497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7940091780(NAD 83)
 AW6497_MARKER: 22 = AIRWAY BEACON
 AW6497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6497+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 AW6497
 AW6497  HISTORY     - Date     Condition        Report By
 AW6497  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6497  HISTORY     - 1934     GOOD             TXGS
 AW6497  HISTORY     - 1952     GOOD             CGS
 AW6497  HISTORY     - 19960615 GOOD             USPSQD
 AW6497  HISTORY     - 20040707 GOOD             USPSQD
 AW6497
 AW6497                          STATION DESCRIPTION
 AW6497
 AW6497'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6497'AT HARRISBURG, AT THE HOUSTON COMPRESS COMPANY, ON THE HOUSTON
 AW6497'SHIP CHANNEL, ABOUT 130 METERS FROM THE EDGE OF THE WHARF TO THE
 AW6497'WHARF TO THE NE, AND ABOUT 380 METERS SE TO THE EXTREME S CORNER
 AW6497'OF WHARF BELONGING TO THIS COMPANY.  IT IS THE APEX OF THE CONICAL
 AW6497'TOP OF A 100,000-GALLON SILVER-COLORED STEEL WATER TANK.
 AW6497
 AW6497                          STATION RECOVERY (1934)
 AW6497
 AW6497'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6497'DESCRIPTION SATISFACTORY.
 AW6497
 AW6497                          STATION RECOVERY (1952)
 AW6497
 AW6497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6497'STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 AW6497'IS ADEQUATE.
 AW6497
 AW6497                          STATION RECOVERY (1996)
 AW6497
 AW6497'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6497'RECOVERED IN GOOD CONDITION.
 AW6497
 AW6497                          STATION RECOVERY (2004)
 AW6497
 AW6497'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6262 ***********************************************************************
 AW6262  DESIGNATION -  HOUSTON LT AND PWR CO TANK
 AW6262  PID         -  AW6262
 AW6262  STATE/COUNTY-  TX/HARRIS
 AW6262  USGS QUAD   -  JACINTO CITY (1982)
 AW6262
 AW6262                         *CURRENT SURVEY CONTROL
 AW6262  ___________________________________________________________________
 AW6262* NAD 83(1993)-  29 49 20.27316(N)    095 13 12.06929(W)     ADJUSTED  
 AW6262* NAVD 88     -                                                        
 AW6262  ___________________________________________________________________
 AW6262  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6262  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW6262
 AW6262  HORZ ORDER  -  THIRD
 AW6262
 AW6262.The horizontal coordinates were established by classical geodetic methods
 AW6262.and adjusted by the National Geodetic Survey in February 1996..
 AW6262
 AW6262
 AW6262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6262
 AW6262.The geoid height was determined by GEOID03.
 AW6262
 AW6262;                    North         East     Units Scale Factor Converg.
 AW6262;SPC TXSC     - 4,226,335.666   965,263.925   MT  0.99989931   +1 51 06.7
 AW6262;SPC TXSC     -13,865,902.93  3,166,870.06   sFT  0.99989931   +1 51 06.7
 AW6262;UTM  15      - 3,301,162.306   285,476.509   MT  1.00016784   -1 06 16.1
 AW6262
 AW6262                          SUPERSEDED SURVEY CONTROL
 AW6262
 AW6262  NAD 83(1986)-  29 49 20.28821(N)    095 13 12.05040(W) AD(       ) 4
 AW6262  NAD 27      -  29 49 19.47629(N)    095 13 11.28805(W) AD(       ) 3
 AW6262
 AW6262.Superseded values are not recommended for survey control.
 AW6262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6262.See file dsdata.txt to determine how the superseded data were derived.
 AW6262
 AW6262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8547701162(NAD 83)
 AW6262_MARKER: 53 = ELEVATED TANK
 AW6262
 AW6262  HISTORY     - Date     Condition        Report By
 AW6262  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6262  HISTORY     - 1968     GOOD             CGS
 AW6262  HISTORY     - 1977     GOOD             NGS
 AW6262  HISTORY     - 19981017 GOOD             USPSQD
 AW6262
 AW6262                          STATION DESCRIPTION
 AW6262
 AW6262'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6262'THE STATION IS LOCATED NORTHEAST OF HOUSTON, 0.4 MILE SOUTH
 AW6262'OF U.S. HIGHWAY 90 AND 150 FEET WEST OF PRIVATE ROAD LEADING
 AW6262'INTO THE PLANT.  IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING
 AW6262'THE TANK PROPER.  IT IS SILVER COLOR WITH AN OVERALL HEIGHT
 AW6262'OF 140 FEET.  THE BALL AT THE APEX WAS THE POINT OBSERVED.
 AW6262
 AW6262                          STATION RECOVERY (1968)
 AW6262
 AW6262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6262'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 AW6262'BY R.L.E. 1952, WITH THE FOLLOWING ADDITIONS.  THERE IS
 AW6262'BLACK LETTERING HOUSTON LIGHTING AND POWER CO ON THE NORTH
 AW6262'SIDE OF THE TANK.  THE TANK IS AT THE HL AND P GREENS BAYOU
 AW6262'PLANT.
 AW6262'
 AW6262'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 AW6262
 AW6262                          STATION RECOVERY (1977)
 AW6262
 AW6262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH)
 AW6262'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 AW6262'NORTHEAST OF THE CENTER OF HOUSTON.
 AW6262
 AW6262                          STATION RECOVERY (1998)
 AW6262
 AW6262'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6535 ***********************************************************************
 AW6535  DESIGNATION -  HOUSTON MACGREGOR PK CH OF CHR
 AW6535  PID         -  AW6535
 AW6535  STATE/COUNTY-  TX/HARRIS
 AW6535  USGS QUAD   -  PARK PLACE (1995)
 AW6535
 AW6535                         *CURRENT SURVEY CONTROL
 AW6535  ___________________________________________________________________
 AW6535* NAD 83(1993)-  29 42 09.73046(N)    095 20 03.57400(W)     ADJUSTED  
 AW6535* NAVD 88     -                                                        
 AW6535  ___________________________________________________________________
 AW6535  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6535  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6535
 AW6535  HORZ ORDER  -  THIRD
 AW6535
 AW6535.The horizontal coordinates were established by classical geodetic methods
 AW6535.and adjusted by the National Geodetic Survey in February 1996..
 AW6535
 AW6535
 AW6535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6535
 AW6535.The geoid height was determined by GEOID03.
 AW6535
 AW6535;                    North         East     Units Scale Factor Converg.
 AW6535;SPC TXSC     - 4,212,735.068   954,637.402   MT  0.99988377   +1 47 45.1
 AW6535;SPC TXSC     -13,821,281.64  3,132,006.21   sFT  0.99988377   +1 47 45.1
 AW6535;UTM  15      - 3,288,123.544   274,159.576   MT  1.00022935   -1 09 25.7
 AW6535
 AW6535                          SUPERSEDED SURVEY CONTROL
 AW6535
 AW6535  NAD 83(1986)-  29 42 09.74497(N)    095 20 03.55440(W) AD(       ) 4
 AW6535  NAD 27      -  29 42 08.91847(N)    095 20 02.77882(W) AD(       ) 3
 AW6535
 AW6535.Superseded values are not recommended for survey control.
 AW6535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6535.See file dsdata.txt to determine how the superseded data were derived.
 AW6535
 AW6535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7416088124(NAD 83)
 AW6535_MARKER: 90 = CHURCH SPIRE
 AW6535
 AW6535  HISTORY     - Date     Condition        Report By
 AW6535  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6535  HISTORY     - 1987     GOOD             USPSQD
 AW6535  HISTORY     - 20040324 GOOD             USPSQD
 AW6535
 AW6535                          STATION DESCRIPTION
 AW6535
 AW6535'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6535'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHEAST OF THE
 AW6535'CENTER OF HOUSTON AT 5315 SOUTH PARK BOULEVARD.
 AW6535'
 AW6535'THE UPPER PART OF THE SPIRE IS PAINTED BLACK AND THE LOWER PART
 AW6535'IS PAINTED WHITE.  THE LOWER PART HAS FOUR SIDES AND A SMALL WINDOW
 AW6535'IN EACH SIDE JUST ABOVE THE ROOF.  AT THE TOP OF THE SPIRE A POLE
 AW6535'EXTENDS UP A FEW FEET.  THE CHURCH BUILDING IS RED BRICK.  THE
 AW6535'OVER-ALL HEIGHT IS 128 FEET.
 AW6535'
 AW6535'THE POINT INTERSECTED WAS THE TOP CENTER OF THE SPIRE AT THE
 AW6535'BASE OF THE POLE.
 AW6535
 AW6535                          STATION RECOVERY (1987)
 AW6535
 AW6535'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6535'RECOVERED IN GOOD CONDITION.
 AW6535
 AW6535                          STATION RECOVERY (2004)
 AW6535
 AW6535'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6281 ***********************************************************************
 AW6281  DESIGNATION -  HOUSTON MAINT CAMP 14 MAST
 AW6281  PID         -  AW6281
 AW6281  STATE/COUNTY-  TX/HARRIS
 AW6281  USGS QUAD   -  JACINTO CITY (1982)
 AW6281
 AW6281                         *CURRENT SURVEY CONTROL
 AW6281  ___________________________________________________________________
 AW6281* NAD 83(1993)-  29 49 03.55688(N)    095 14 20.50732(W)     ADJUSTED  
 AW6281* NAVD 88     -                                                        
 AW6281  ___________________________________________________________________
 AW6281  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6281  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6281
 AW6281  HORZ ORDER  -  THIRD
 AW6281
 AW6281.The horizontal coordinates were established by classical geodetic methods
 AW6281.and adjusted by the National Geodetic Survey in February 1996..
 AW6281
 AW6281
 AW6281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6281
 AW6281.The geoid height was determined by GEOID03.
 AW6281
 AW6281;                    North         East     Units Scale Factor Converg.
 AW6281;SPC TXSC     - 4,225,762.039   963,444.096   MT  0.99989862   +1 50 33.2
 AW6281;SPC TXSC     -13,864,020.96  3,160,899.50   sFT  0.99989862   +1 50 33.2
 AW6281;UTM  15      - 3,300,683.170   283,629.011   MT  1.00017766   -1 06 49.6
 AW6281
 AW6281                          SUPERSEDED SURVEY CONTROL
 AW6281
 AW6281  NAD 83(1986)-  29 49 03.57192(N)    095 14 20.48845(W) AD(       ) 4
 AW6281  NAD 27      -  29 49 02.76071(N)    095 14 19.72511(W) AD(       ) 3
 AW6281
 AW6281.Superseded values are not recommended for survey control.
 AW6281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6281.See file dsdata.txt to determine how the superseded data were derived.
 AW6281
 AW6281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8362900683(NAD 83)
 AW6281_MARKER: 42 = RADIO/TV MAST
 AW6281
 AW6281  HISTORY     - Date     Condition        Report By
 AW6281  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6281  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW6281
 AW6281                          STATION DESCRIPTION
 AW6281
 AW6281'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6281'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF THE CENTER
 AW6281'OF HOUSTON AT 5434 OATES ROAD.
 AW6281'
 AW6281'THE MAST IS A BRIDGED STEEL STRUCTURE PAINTED ALTERNATE RED AND
 AW6281'WHITE AND IS GUYED.  THE OVER-ALL HEIGHT IS 275 FEET.  THIS
 AW6281'MAINTENANCE CAMP IS ONE OF SEVERAL COUNTY FACILITIES USING THE SAME
 AW6281'CALL LETTERS.  THIS CAMP IS UNIT 50.
 AW6281'
 AW6281'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX.
 AW6281
 AW6281                          STATION RECOVERY (1998)
 AW6281
 AW6281'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6446 ***********************************************************************
 AW6446  DESIGNATION -  HOUSTON MANCHESTER TERM TANK
 AW6446  PID         -  AW6446
 AW6446  STATE/COUNTY-  TX/HARRIS
 AW6446  USGS QUAD   -  PASADENA (1995)
 AW6446
 AW6446                         *CURRENT SURVEY CONTROL
 AW6446  ___________________________________________________________________
 AW6446* NAD 83(1993)-  29 43 07.39895(N)    095 14 54.46783(W)     ADJUSTED  
 AW6446* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6446  ___________________________________________________________________
 AW6446  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6446  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6446
 AW6446  HORZ ORDER  -  THIRD
 AW6446
 AW6446.The horizontal coordinates were established by classical geodetic methods
 AW6446.and adjusted by the National Geodetic Survey in February 1996..
 AW6446
 AW6446.The orthometric height was scaled from a topographic map.
 AW6446
 AW6446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6446
 AW6446.The geoid height was determined by GEOID03.
 AW6446
 AW6446;                    North         East     Units Scale Factor Converg.
 AW6446;SPC TXSC     - 4,214,773.035   962,884.483   MT  0.99988560   +1 50 16.5
 AW6446;SPC TXSC     -13,827,967.87  3,159,063.51   sFT  0.99988560   +1 50 16.5
 AW6446;UTM  15      - 3,289,734.458   282,503.379   MT  1.00018370   -1 06 54.3
 AW6446
 AW6446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6446!SPC TXSC     -   1.00000411  x   0.99988560  =   0.99988971
 AW6446!UTM  15      -   1.00000411  x   1.00018370  =   1.00018781
 AW6446
 AW6446                          SUPERSEDED SURVEY CONTROL
 AW6446
 AW6446  NAD 83(1986)-  29 43 07.41407(N)    095 14 54.44873(W) AD(       ) 3
 AW6446  NAD 27      -  29 43 06.59172(N)    095 14 53.68522(W) AD(       ) 3
 AW6446
 AW6446.Superseded values are not recommended for survey control.
 AW6446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6446.See file dsdata.txt to determine how the superseded data were derived.
 AW6446
 AW6446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8250389734(NAD 83)
 AW6446_MARKER: 51 = TANK
 AW6446
 AW6446  HISTORY     - Date     Condition        Report By
 AW6446  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6446  HISTORY     - 1934     GOOD             TXGS
 AW6446  HISTORY     - 1952     GOOD             CGS
 AW6446  HISTORY     - 19980328 GOOD             USPSQD
 AW6446  HISTORY     - 20040326 GOOD             USPSQD
 AW6446
 AW6446                          STATION DESCRIPTION
 AW6446
 AW6446'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6446'STATION IS THE POINTED TOP OF A SILVER-COLORED WATER TANK
 AW6446'LOCATED ABOUT 150 METERS S OF N CORNER OF MANCHESTER TERMINAL
 AW6446'WHARF ON HOUSTON SHIP CHANNEL AND ABOUT 40 METERS SE OF
 AW6446'A PROPERTY-LINE FENCE.
 AW6446
 AW6446                          STATION RECOVERY (1934)
 AW6446
 AW6446'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6446'DESCRIPTION SATISFACTORY.
 AW6446
 AW6446                          STATION RECOVERY (1952)
 AW6446
 AW6446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6446'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 AW6446'ADEQUATE EXCEPT THAT THE TANK IS APPROXIMATELY 70 METERS
 AW6446'SE OF THE PROPERTY LINE FENCE INSTEAD OF 40 METERS,
 AW6446'THE FENCE HAVING BEEN MOVED.
 AW6446
 AW6446                          STATION RECOVERY (1998)
 AW6446
 AW6446'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6446'RECOVERED IN GOOD CONDITION.
 AW6446
 AW6446                          STATION RECOVERY (2004)
 AW6446
 AW6446'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6647 ***********************************************************************
 AW6647  DESIGNATION -  HOUSTON MERCHANTS AND MFG N TK
 AW6647  PID         -  AW6647
 AW6647  STATE/COUNTY-  TX/HARRIS
 AW6647  USGS QUAD   -  SETTEGAST (1995)
 AW6647
 AW6647                         *CURRENT SURVEY CONTROL
 AW6647  ___________________________________________________________________
 AW6647* NAD 83(1993)-  29 45 57.86244(N)    095 21 32.68607(W)     ADJUSTED  
 AW6647* NAVD 88     -                                                        
 AW6647  ___________________________________________________________________
 AW6647  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6647  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6647
 AW6647  HORZ ORDER  -  THIRD
 AW6647
 AW6647.The horizontal coordinates were established by classical geodetic methods
 AW6647.and adjusted by the National Geodetic Survey in February 1996..
 AW6647
 AW6647
 AW6647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6647
 AW6647.The geoid height was determined by GEOID03.
 AW6647
 AW6647;                    North         East     Units Scale Factor Converg.
 AW6647;SPC TXSC     - 4,219,680.502   952,024.779   MT  0.99989146   +1 47 01.4
 AW6647;SPC TXSC     -13,844,068.45  3,123,434.63   sFT  0.99989146   +1 47 01.4
 AW6647;UTM  15      - 3,295,196.859   271,907.594   MT  1.00024196   -1 10 18.1
 AW6647
 AW6647                          SUPERSEDED SURVEY CONTROL
 AW6647
 AW6647  NAD 83(1986)-  29 45 57.87685(N)    095 21 32.66733(W) AD(       ) 4
 AW6647  NAD 27      -  29 45 57.05834(N)    095 21 31.90532(W) AD(       ) 3
 AW6647
 AW6647.Superseded values are not recommended for survey control.
 AW6647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6647.See file dsdata.txt to determine how the superseded data were derived.
 AW6647
 AW6647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7190895197(NAD 83)
 AW6647_MARKER: 53 = ELEVATED TANK
 AW6647
 AW6647  HISTORY     - Date     Condition        Report By
 AW6647  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6647  HISTORY     - 1952     GOOD             CGS
 AW6647  HISTORY     - 1963     GOOD             CGS
 AW6647  HISTORY     - 1968     GOOD             CGS
 AW6647  HISTORY     - 19931123 MARK NOT FOUND   USPSQD
 AW6647
 AW6647                          STATION DESCRIPTION
 AW6647
 AW6647'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6647'THIS INTERSECTION STATION IS IN THE N PART OF HOUSTON, 50
 AW6647'FEET W OF MAIN STREET, AND 250 PACES N OF COMMERCE STREET.
 AW6647'IT IS THE MOST NORTHERN OF TWO TANKS ON THE ROOF OF THE
 AW6647'MERCHANTS AND MANUFACTURING COMPANY BUILDING.  THE TWO TANKS
 AW6647'ARE ABOUT 40 FEET APART.  THE TANK AND FOUR-LEG TRUSSWORK
 AW6647'SUPPORTING TOWER ARE OF STEEL CONSTRUCTION, PAINTED ALUMINUM.
 AW6647'IT IS ABOUT 65 FEET HIGH AND WAS BUILT IN 1930.  IT HAS
 AW6647'THE FOLLOWING IN BLACK LETTERS ON THE SIDE M M M.  THE
 AW6647'POINT LOCATED WAS A BALL AT THE APEX OF THE CONICAL ROOF
 AW6647'OF THE TANK.
 AW6647
 AW6647                          STATION RECOVERY (1952)
 AW6647
 AW6647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6647'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AW6647'IS COMPLETE.
 AW6647
 AW6647                          STATION RECOVERY (1963)
 AW6647
 AW6647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6647'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AW6647'GOOD CONDITION.
 AW6647
 AW6647                          STATION RECOVERY (1968)
 AW6647
 AW6647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6647'THE STATION WAS RECOVERED AS DESCRIBED AND GOUND TO BE IN
 AW6647'GOOD CONDITION.
 AW6647
 AW6647                          STATION RECOVERY (1993)
 AW6647
 AW6647'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6648 ***********************************************************************
 AW6648  DESIGNATION -  HOUSTON MERCHANTS AND MFG S TK
 AW6648  PID         -  AW6648
 AW6648  STATE/COUNTY-  TX/HARRIS
 AW6648  USGS QUAD   -  SETTEGAST (1995)
 AW6648
 AW6648                         *CURRENT SURVEY CONTROL
 AW6648  ___________________________________________________________________
 AW6648* NAD 83(1993)-  29 45 57.09536(N)    095 21 32.90298(W)     ADJUSTED  
 AW6648* NAVD 88     -                                                        
 AW6648  ___________________________________________________________________
 AW6648  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6648  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6648
 AW6648  HORZ ORDER  -  THIRD
 AW6648
 AW6648.The horizontal coordinates were established by classical geodetic methods
 AW6648.and adjusted by the National Geodetic Survey in February 1996..
 AW6648
 AW6648
 AW6648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6648
 AW6648.The geoid height was determined by GEOID03.
 AW6648
 AW6648;                    North         East     Units Scale Factor Converg.
 AW6648;SPC TXSC     - 4,219,656.715   952,019.690   MT  0.99989143   +1 47 01.3
 AW6648;SPC TXSC     -13,843,990.41  3,123,417.93   sFT  0.99989143   +1 47 01.3
 AW6648;UTM  15      - 3,295,173.358   271,901.283   MT  1.00024199   -1 10 18.2
 AW6648
 AW6648                          SUPERSEDED SURVEY CONTROL
 AW6648
 AW6648  NAD 83(1986)-  29 45 57.10980(N)    095 21 32.88415(W) AD(       ) 4
 AW6648  NAD 27      -  29 45 56.29040(N)    095 21 32.10700(W) AD(       ) 3
 AW6648
 AW6648.Superseded values are not recommended for survey control.
 AW6648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6648.See file dsdata.txt to determine how the superseded data were derived.
 AW6648
 AW6648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7190195173(NAD 83)
 AW6648_MARKER: 53 = ELEVATED TANK
 AW6648
 AW6648  HISTORY     - Date     Condition        Report By
 AW6648  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6648  HISTORY     - 1952     GOOD             CGS
 AW6648  HISTORY     - 1963     GOOD             CGS
 AW6648  HISTORY     - 1968     GOOD             CGS
 AW6648  HISTORY     - 19931123 MARK NOT FOUND   USPSQD
 AW6648
 AW6648                          STATION DESCRIPTION
 AW6648
 AW6648'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6648'THIS INTERSECTION STATION IS IN THE N PART OF HOUSTON,
 AW6648'50 FEET W OF MAIN STREET AND 250 PACES N OF COMMERCE STREET.
 AW6648'IT IS THE MOST SOUTHERN OF TWO TANKS ON THE ROOF OF THE
 AW6648'MERCHANTS AND MANUFACTURING COMPANY BUILDING.  THE TWO TANKS
 AW6648'ARE ABOUT 40 FEET APART.  THE TANK AND FOUR-LEG TRUSSWORK
 AW6648'SUPPORTING TOWER ARE OF STEEL CONSTRUCTION, PAINTED ALUMINUM.
 AW6648'IT IS ABOUT 65 FEET HIGH AND WAS BUILT IN 1930.  IT HAS
 AW6648'THE FOLLOWING IN BLACK LETTERS ON THE SIDE M M M.  THE POINT
 AW6648'LOCATED WAS A BALL AT THE APEX OF THE CONICAL ROOF OF THE
 AW6648'TANK.
 AW6648
 AW6648                          STATION RECOVERY (1952)
 AW6648
 AW6648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6648'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 AW6648'DESCRIPTION IS COMPLETE.
 AW6648
 AW6648                          STATION RECOVERY (1963)
 AW6648
 AW6648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6648'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AW6648'GOOD CONDITION.
 AW6648
 AW6648                          STATION RECOVERY (1968)
 AW6648
 AW6648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6648'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AW6648'GOOD CONDITION.
 AW6648
 AW6648                          STATION RECOVERY (1993)
 AW6648
 AW6648'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6612 ***********************************************************************
 AW6612  DESIGNATION -  HOUSTON MEREDITH MANOR TANK
 AW6612  PID         -  AW6612
 AW6612  STATE/COUNTY-  TX/HARRIS
 AW6612  USGS QUAD   -  BELLAIRE (1995)
 AW6612
 AW6612                         *CURRENT SURVEY CONTROL
 AW6612  ___________________________________________________________________
 AW6612* NAD 83(1993)-  29 37 39.30483(N)    095 26 06.45961(W)     ADJUSTED  
 AW6612* NAVD 88     -                                                        
 AW6612  ___________________________________________________________________
 AW6612  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW6612  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6612
 AW6612  HORZ ORDER  -  THIRD
 AW6612
 AW6612.The horizontal coordinates were established by classical geodetic methods
 AW6612.and adjusted by the National Geodetic Survey in February 1996..
 AW6612
 AW6612
 AW6612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6612
 AW6612.The geoid height was determined by GEOID03.
 AW6612
 AW6612;                    North         East     Units Scale Factor Converg.
 AW6612;SPC TXSC     - 4,204,111.853   945,142.110   MT  0.99987624   +1 44 47.3
 AW6612;SPC TXSC     -13,792,990.30  3,100,853.74   sFT  0.99987624   +1 44 47.3
 AW6612;UTM  15      - 3,279,997.699   264,229.051   MT  1.00028593   -1 12 15.8
 AW6612
 AW6612                          SUPERSEDED SURVEY CONTROL
 AW6612
 AW6612  NAD 83(1986)-  29 37 39.31872(N)    095 26 06.44058(W) AD(       ) 4
 AW6612  NAD 27      -  29 37 38.48114(N)    095 26 05.66536(W) AD(       ) 3
 AW6612
 AW6612.Superseded values are not recommended for survey control.
 AW6612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6612.See file dsdata.txt to determine how the superseded data were derived.
 AW6612
 AW6612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6422979998(NAD 83)
 AW6612_MARKER: 53 = ELEVATED TANK
 AW6612
 AW6612  HISTORY     - Date     Condition        Report By
 AW6612  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6612  HISTORY     - 1968     GOOD             CGS
 AW6612
 AW6612                          STATION DESCRIPTION
 AW6612
 AW6612'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6612'LOCATED 1.5 MILES NORTH OF THE SOUTHERN BOUNDARY OF THE CITY OF
 AW6612'HOUSTON, 7-1/2 MILES SOUTH-SOUTHWEST OF DOWNTOWN HOUSTON, AT THE
 AW6612'INTERSECTION OF WEST OREM DRIVE AND BATHURST STREET IN A
 AW6612'SUBDIVISION KNOWN LOCALLY AS MEREDITH MANOR.  THE STATION IS A
 AW6612'PEDESTAL SPHERE TYPE WATER TANK WITH A DOUBLE LIGHT AT THE APEX.
 AW6612'IT IS 90 FEET HIGH AND THE TANK IS PAINTED WHITE AND THE STEM IS
 AW6612'GREEN.  THE INTERSECTING POINT WAS THE TOP CENTER.
 AW6612
 AW6612                          STATION RECOVERY (1968)
 AW6612
 AW6612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6612'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY
 AW6612'R.W.T. 1963 WITH THE FOLLOWING EXCEPTIONS.  THE TANK IS LOCATED AT
 AW6612'THE INTERSECTION OF W OREM DRIVE AND BATHURST DRIVE AND THE
 AW6612'OVER-ALL HEIGHT IS 135 FEET.  THERE IS LETTERING IN GREEN ON THE
 AW6612'WEST SIDE OF THE TANK HOLIDAY HILLS.
 AW6612'
 AW6612'THE POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6620 ***********************************************************************
 AW6620  DESIGNATION -  HOUSTON MEYERLAND TANK NO 2
 AW6620  PID         -  AW6620
 AW6620  STATE/COUNTY-  TX/HARRIS
 AW6620  USGS QUAD   -  BELLAIRE (1995)
 AW6620
 AW6620                         *CURRENT SURVEY CONTROL
 AW6620  ___________________________________________________________________
 AW6620* NAD 83(1993)-  29 40 03.90449(N)    095 27 59.66121(W)     ADJUSTED  
 AW6620* NAVD 88     -                                                        
 AW6620  ___________________________________________________________________
 AW6620  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6620  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6620
 AW6620  HORZ ORDER  -  THIRD
 AW6620
 AW6620.The horizontal coordinates were established by classical geodetic methods
 AW6620.and adjusted by the National Geodetic Survey in February 1996..
 AW6620
 AW6620
 AW6620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6620
 AW6620.The geoid height was determined by GEOID03.
 AW6620
 AW6620;                    North         East     Units Scale Factor Converg.
 AW6620;SPC TXSC     - 4,208,469.214   941,964.144   MT  0.99988005   +1 43 51.9
 AW6620;SPC TXSC     -13,807,286.08  3,090,427.36   sFT  0.99988005   +1 43 51.9
 AW6620;UTM  15      - 3,284,514.805   261,278.451   MT  1.00030320   -1 13 17.2
 AW6620
 AW6620                          SUPERSEDED SURVEY CONTROL
 AW6620
 AW6620  NAD 83(1986)-  29 40 03.91846(N)    095 27 59.64242(W) AD(       ) 4
 AW6620  NAD 27      -  29 40 03.08552(N)    095 27 58.85237(W) AD(       ) 3
 AW6620
 AW6620.Superseded values are not recommended for survey control.
 AW6620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6620.See file dsdata.txt to determine how the superseded data were derived.
 AW6620
 AW6620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6127884515(NAD 83)
 AW6620_MARKER: 53 = ELEVATED TANK
 AW6620
 AW6620  HISTORY     - Date     Condition        Report By
 AW6620  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6620  HISTORY     - 19940105 GOOD             USPSQD
 AW6620  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 AW6620  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 AW6620
 AW6620                          STATION DESCRIPTION
 AW6620
 AW6620'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6620'THE STATION IS LOCATED JUST SOUTH OF THE GEORGE B MEYERS SR.
 AW6620'BRANCH OF THE HOUSTON PUBLIC LIBRARY, IN THE SOUTHEAST ANGLE OF
 AW6620'WEST BELLFORT AVENUE AND BALMFORTH LANE IN A SECTION KNOWN AS
 AW6620'MEYERLAND.
 AW6620'
 AW6620'IT IS A PEDESTAL SPHERE TYPE WATER TANK PAINTED GREY AND THE
 AW6620'OVER-ALL HEIGHT IS ABOUT 136 FEET.
 AW6620'
 AW6620'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 AW6620
 AW6620                          STATION RECOVERY (1994)
 AW6620
 AW6620'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6620'RECOVERED IN GOOD CONDITION.
 AW6620
 AW6620                          STATION RECOVERY (2003)
 AW6620
 AW6620'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW6620'WATER TANK IS GONE.
 AW6620
 AW6620                          STATION RECOVERY (2004)
 AW6620
 AW6620'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6906 ***********************************************************************
 AW6906  DESIGNATION -  HOUSTON MISSION MFG CO TANK
 AW6906  PID         -  AW6906
 AW6906  STATE/COUNTY-  TX/HARRIS
 AW6906  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW6906
 AW6906                         *CURRENT SURVEY CONTROL
 AW6906  ___________________________________________________________________
 AW6906* NAD 83(1993)-  29 50 08.09811(N)    095 30 34.24402(W)     ADJUSTED  
 AW6906* NAVD 88     -                                                        
 AW6906  ___________________________________________________________________
 AW6906  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW6906  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW6906
 AW6906  HORZ ORDER  -  THIRD
 AW6906
 AW6906.The horizontal coordinates were established by classical geodetic methods
 AW6906.and adjusted by the National Geodetic Survey in February 1996..
 AW6906
 AW6906
 AW6906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6906
 AW6906.The geoid height was determined by GEOID03.
 AW6906
 AW6906;                    North         East     Units Scale Factor Converg.
 AW6906;SPC TXSC     - 4,226,937.928   937,254.594   MT  0.99990130   +1 42 36.1
 AW6906;SPC TXSC     -13,867,878.85  3,074,976.11   sFT  0.99990130   +1 42 36.1
 AW6906;UTM  15      - 3,303,209.731   257,525.933   MT  1.00032546   -1 14 56.8
 AW6906
 AW6906                          SUPERSEDED SURVEY CONTROL
 AW6906
 AW6906  NAD 83(1986)-  29 50 08.11266(N)    095 30 34.22555(W) AD(       ) 4
 AW6906  NAD 27      -  29 50 07.29725(N)    095 30 33.43570(W) AD(       ) 3
 AW6906
 AW6906.Superseded values are not recommended for survey control.
 AW6906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6906.See file dsdata.txt to determine how the superseded data were derived.
 AW6906
 AW6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5752603210(NAD 83)
 AW6906_MARKER: 53 = ELEVATED TANK
 AW6906
 AW6906  HISTORY     - Date     Condition        Report By
 AW6906  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6906  HISTORY     - 19931117 GOOD             USPSQD
 AW6906  HISTORY     - 20040212 MARK NOT FOUND   USPSQD
 AW6906
 AW6906                          STATION DESCRIPTION
 AW6906
 AW6906'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6906'THE STATION IS LOCATED IN THE NORTHWEST PART OF HOUSTON ABOUT 0.4
 AW6906'MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 290 AND CLAY ROAD.  IT
 AW6906'IS OWNED BY THE MISSION MANUFACTURING COMPANY.
 AW6906'
 AW6906'THE WATER TANK IS THE OLD SLIM SIDED CONICAL ROOFED TYPE WHICH IS
 AW6906'SUPPORTED BY FOUR LEGS.  THE ENTIRE STRUCTURE IS SILVER IN COLOR
 AW6906'AND HAS THE BLACK LETTERING, MISSION MFG CO, ON THE NORTHWEST
 AW6906'AND SOUTHEAST FACES OF THE TANK.  THE OVER-ALL HEIGHT IS ABOUT
 AW6906'125 FEET.
 AW6906'
 AW6906'THE POINT INTERSECTED WAS THE FINIAL OF THE TANK.
 AW6906
 AW6906                          STATION RECOVERY (1993)
 AW6906
 AW6906'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6906'RECOVERED IN GOOD CONDITION.
 AW6906
 AW6906                          STATION RECOVERY (2004)
 AW6906
 AW6906'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW6906'NO 125 FOOT TALL WATER TOWER AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6657 ***********************************************************************
 AW6657  DESIGNATION -  HOUSTON MISSOURI PAC YARD TANK
 AW6657  PID         -  AW6657
 AW6657  STATE/COUNTY-  TX/HARRIS
 AW6657  USGS QUAD   -  SETTEGAST (1995)
 AW6657
 AW6657                         *CURRENT SURVEY CONTROL
 AW6657  ___________________________________________________________________
 AW6657* NAD 83(1993)-  29 49 32.05423(N)    095 17 27.86237(W)     ADJUSTED  
 AW6657* NAVD 88     -                                                        
 AW6657  ___________________________________________________________________
 AW6657  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6657  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6657
 AW6657  HORZ ORDER  -  THIRD
 AW6657
 AW6657.The horizontal coordinates were established by classical geodetic methods
 AW6657.and adjusted by the National Geodetic Survey in February 1996..
 AW6657
 AW6657
 AW6657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6657
 AW6657.The geoid height was determined by GEOID03.
 AW6657
 AW6657;                    North         East     Units Scale Factor Converg.
 AW6657;SPC TXSC     - 4,226,478.373   958,388.753   MT  0.99989979   +1 49 01.4
 AW6657;SPC TXSC     -13,866,371.13  3,144,313.77   sFT  0.99989979   +1 49 01.4
 AW6657;UTM  15      - 3,301,659.592   278,615.884   MT  1.00020474   -1 08 23.8
 AW6657
 AW6657                          SUPERSEDED SURVEY CONTROL
 AW6657
 AW6657  NAD 83(1986)-  29 49 32.06902(N)    095 17 27.84362(W) AD(       ) 4
 AW6657  NAD 27      -  29 49 31.25759(N)    095 17 27.07555(W) AD(       ) 3
 AW6657
 AW6657.Superseded values are not recommended for survey control.
 AW6657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6657.See file dsdata.txt to determine how the superseded data were derived.
 AW6657
 AW6657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7861601660(NAD 83)
 AW6657_MARKER: 53 = ELEVATED TANK
 AW6657
 AW6657  HISTORY     - Date     Condition        Report By
 AW6657  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6657  HISTORY     - 1968     GOOD             CGS
 AW6657
 AW6657                          STATION DESCRIPTION
 AW6657
 AW6657'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6657'THE STATION IS LOCATED NORTHEAST OF HOUSTON, 0.3 MILE SOUTH
 AW6657'OF LEY STREET AND 0.1 MILE EAST OF EXCHANGE STREET.  IT IS
 AW6657'A 4-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.  IT
 AW6657'IS SILVER COLOR AND HAS AN OVERALL HEIGHT OF 120 FEET.  THE
 AW6657'LIGHT AT THE TOP WAS THE POINT OBSERVED.
 AW6657'
 AW6657'TO REACH THE STATION FROM THE JUNCTION OF LIBERTY ROAD AND
 AW6657'HOMESTEAD ROAD GO NORTH ON HOMESTEAD ROAD FOR 1.0 MILE TO A
 AW6657'CROSSROAD, TURN RIGHT AND FOLLOW MAIN ROAD EAST AND NORTH FOR
 AW6657'2 MILES TO THE ENTRANCE TO THE MISSOURI PACIFIC YARDS ON
 AW6657'THE RIGHT AND THE TANK WHICH IS 0.1 MILE NORTH IN THE OPEN
 AW6657'LOT.
 AW6657
 AW6657                          STATION RECOVERY (1968)
 AW6657
 AW6657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6657'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED
 AW6657'ABOUT 6-1/2 MILES NORTH AND 6 MILES EAST OF THE CENTER
 AW6657'OF HOUSTON AND JUST SOUTHEAST OF THE INTERSECTION OF
 AW6657'KIRKPATRICT BOULEVARD AND BANYAN STREET.  IT IS A WATER TANK
 AW6657'WITH FOUR TUBULAR LEGS, ELLIPSOIDAL TOP AND BOTTOM AND PAINTED
 AW6657'SILVER.  THE OVER-ALL HEIGHT IF 166 FEET.  THE TANK IS OWNED
 AW6657'BY THE MISSOURI PACIFIC RAILROAD.
 AW6657'
 AW6657'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6718 ***********************************************************************
 AW6718  DESIGNATION -  HOUSTON MUNICIPAL TANK
 AW6718  PID         -  AW6718
 AW6718  STATE/COUNTY-  TX/HARRIS
 AW6718  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6718
 AW6718                         *CURRENT SURVEY CONTROL
 AW6718  ___________________________________________________________________
 AW6718* NAD 83(1993)-  29 45 29.40205(N)    095 24 17.38649(W)     ADJUSTED  
 AW6718* NAVD 88     -                                                        
 AW6718  ___________________________________________________________________
 AW6718  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6718  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW6718
 AW6718  HORZ ORDER  -  THIRD
 AW6718
 AW6718.The horizontal coordinates were established by classical geodetic methods
 AW6718.and adjusted by the National Geodetic Survey in February 1996..
 AW6718
 AW6718
 AW6718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6718
 AW6718.The geoid height was determined by GEOID03.
 AW6718
 AW6718;                    North         East     Units Scale Factor Converg.
 AW6718;SPC TXSC     - 4,218,667.837   947,629.733   MT  0.99989043   +1 45 40.7
 AW6718;SPC TXSC     -13,840,746.06  3,109,015.22   sFT  0.99989043   +1 45 40.7
 AW6718;UTM  15      - 3,294,411.862   267,464.566   MT  1.00026721   -1 11 38.9
 AW6718
 AW6718                          SUPERSEDED SURVEY CONTROL
 AW6718
 AW6718  NAD 83(1986)-  29 45 29.41632(N)    095 24 17.36765(W) AD(       ) 4
 AW6718  NAD 27      -  29 45 28.59441(N)    095 24 16.58503(W) AD(       ) 3
 AW6718
 AW6718.Superseded values are not recommended for survey control.
 AW6718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6718.See file dsdata.txt to determine how the superseded data were derived.
 AW6718
 AW6718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6746594412(NAD 83)
 AW6718_MARKER: 53 = ELEVATED TANK
 AW6718
 AW6718  HISTORY     - Date     Condition        Report By
 AW6718  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6718  HISTORY     - 1963     GOOD             CGS
 AW6718  HISTORY     - 1968     GOOD             CGS
 AW6718  HISTORY     - 20040619 MARK NOT FOUND   USPSQD
 AW6718
 AW6718                          STATION DESCRIPTION
 AW6718
 AW6718'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6718'THE STATION WAS RECOVERED BUT THERE IS NO PREVIOUS DESCRIPTION.
 AW6718'LOCATED ABOUT 2.5 MILES WEST OF DOWNTOWN HOUSTON, 0.3 MILE
 AW6718'EAST OF THE CITY TUBERCULAR HOSPITAL, 0.1 MILE NORTH OF
 AW6718'WEST WALLAS STREET.  IT IS A SILVER, ELLIPSOIDAL TOP AND
 AW6718'BOTTOM, SIX CHANNEL BEAM LEGS, WITH A LIGHT AND A ANTENNA
 AW6718'AT THE APEX.  THE INTERSECTION POINT WAS THE ANTENNA.
 AW6718
 AW6718                          STATION RECOVERY (1968)
 AW6718
 AW6718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6718'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 AW6718'BY R.W.T. IN THE 1963 RECOVERY NOTE WITH THE FOLLOWING EXCEPTIONS
 AW6718'AND ADDITIONS.  THE TANK IS SUPPORTED BY 8 CHANNEL BEAM
 AW6718'LEGS INSTEAD OF 6 LEGS.  IT IS IN THE SOUTHWEST ANGLE OF
 AW6718'THE INTERSECTION OF THE ALLEN PARKWAY AND TIRRELL STREET.
 AW6718'THE TANK IS NOW PAINTED GREY.  IT HAS AN OVER-ALL HEIGHT
 AW6718'OF 150 FT.
 AW6718'
 AW6718'THE POINT INTERSECTED WAS THE CAP AT THE APEX OF THE TANK.
 AW6718
 AW6718                          STATION RECOVERY (2004)
 AW6718
 AW6718'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6718'NEW TOWN HOUSES HERE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0193 ***********************************************************************
 AW0193  DESIGNATION -  HOUSTON N BASE 2
 AW0193  PID         -  AW0193
 AW0193  STATE/COUNTY-  TX/HARRIS
 AW0193  USGS QUAD   -  PARK PLACE (1995)
 AW0193
 AW0193                         *CURRENT SURVEY CONTROL
 AW0193  ___________________________________________________________________
 AW0193* NAD 83(1993)-  29 41 41.25977(N)    095 19 38.74346(W)     ADJUSTED  
 AW0193* NAVD 88     -        11.269  (meters)      36.97   (feet)  ADJUSTED  
 AW0193  ___________________________________________________________________
 AW0193  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW0193  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0193  DYNAMIC HT  -          11.254 (meters)      36.92  (feet)  COMP
 AW0193  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 AW0193
 AW0193  HORZ ORDER  -  FIRST
 AW0193  VERT ORDER  -  FIRST     CLASS II
 AW0193
 AW0193.The horizontal coordinates were established by classical geodetic methods
 AW0193.and adjusted by the National Geodetic Survey in February 1996..
 AW0193
 AW0193.The orthometric height was determined by differential leveling
 AW0193.and adjusted by the National Geodetic Survey in June 1991..
 AW0193
 AW0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0193
 AW0193.The geoid height was determined by GEOID03.
 AW0193
 AW0193.The dynamic height is computed by dividing the NAVD 88
 AW0193.geopotential number by the normal gravity value computed on the
 AW0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0193.degrees latitude (g = 980.6199 gals.).
 AW0193
 AW0193.The modeled gravity was interpolated from observed gravity values.
 AW0193
 AW0193;                    North         East     Units Scale Factor Converg.
 AW0193;SPC TXSC     - 4,211,879.898   955,331.994   MT  0.99988290   +1 47 57.3
 AW0193;SPC TXSC     -13,818,475.97  3,134,285.05   sFT  0.99988290   +1 47 57.3
 AW0193;UTM  15      - 3,287,233.422   274,809.415   MT  1.00022573   -1 09 12.4
 AW0193
 AW0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0193!SPC TXSC     -   1.00000251  x   0.99988290  =   0.99988541
 AW0193!UTM  15      -   1.00000251  x   1.00022573  =   1.00022824
 AW0193
 AW0193:                Primary Azimuth Mark                     Grid Az
 AW0193:SPC TXSC     -  HOUSTON VILLA DE MATEL TOWER             021 22 10.4
 AW0193:UTM  15      -  HOUSTON VILLA DE MATEL TOWER             024 19 20.1
 AW0193
 AW0193|---------------------------------------------------------------------|
 AW0193| PID    Reference Object                     Distance      Geod. Az  |
 AW0193|                                                           dddmmss.s |
 AW0193| AW6530 HOUSTON VILLA DE MATEL TOWER        APPROX. 3.4 KM 0231007.7 |
 AW0193| AW6525 HOUSTON SHIP CHANNEL NAV TANK       APPROX. 7.3 KM 0354500.2 |
 AW0193| AW6529 HOUSTON WOODRIDGE BAP CH SPIRE      APPROX. 3.1 KM 0785718.4 |
 AW0193| AW3213 HOUSTON N BASE RESET                 30.581 METERS 10316     |
 AW0193| AW6523 HOUSTON PARK PLACE BAP CHURCH       APPROX. 5.1 KM 1071626.0 |
 AW0193| AW0194 HOUSTON N BASE 2 RM 4                30.500 METERS 10818     |
 AW0193| CV7272 HOUSTON N BASE 2 AZ MK                             1572021.0 |
 AW0193| AW6537 HOUSTON CRESTMONT PARK TANK         APPROX. 4.4 KM 1952103.5 |
 AW0193| AW6536 HOUSTON SOUTHCREST PARK TANK        APPROX. 2.2 KM 2053459.7 |
 AW0193| AW6541 HOUSTON BUTLER DRILLING MAST        APPROX. 3.3 KM 2380615.6 |
 AW0193| AW0192 HOUSTON N BASE RM 3                  33.506 METERS 25333     |
 AW0193| AW6539 HOUSTON RAD STA KUHF FM MAST        APPROX. 3.0 KM 3171708.5 |
 AW0193| AW6535 HOUSTON MACGREGOR PK CH OF CHR      APPROX. 1.1 KM 3224253.4 |
 AW0193| AW6511 HOUSTON LONE STAR BAG CO TANK       APPROX. 3.3 KM 3474156.9 |
 AW0193|---------------------------------------------------------------------|
 AW0193
 AW0193                          SUPERSEDED SURVEY CONTROL
 AW0193
 AW0193  NAD 83(1986)-  29 41 41.27410(N)    095 19 38.72378(W) AD(       ) 1
 AW0193  NAD 27      -  29 41 40.44647(N)    095 19 37.94870(W) AD(       ) 1
 AW0193  NGVD 29 (12/23/87)   11.265  (m)           36.96   (f) ADJUSTED    1 2
 AW0193
 AW0193.Superseded values are not recommended for survey control.
 AW0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0193.See file dsdata.txt to determine how the superseded data were derived.
 AW0193
 AW0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7480987233(NAD 83)
 AW0193_MARKER: DS = TRIANGULATION STATION DISK
 AW0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0193_SP_SET: CONCRETE POST
 AW0193_STAMPING: HOUSTON N BASE 2 1968
 AW0193_MARK LOGO: CGS   
 AW0193_PROJECTION: PROJECTING 5 CENTIMETERS
 AW0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0193+STABILITY: SURFACE MOTION
 AW0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0193+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 AW0193
 AW0193  HISTORY     - Date     Condition        Report By
 AW0193  HISTORY     - 1968     MONUMENTED       CGS
 AW0193  HISTORY     - 1973     GOOD             LOCENG
 AW0193  HISTORY     - 1973     GOOD             NGS
 AW0193  HISTORY     - 1978     GOOD             NGS
 AW0193  HISTORY     - 1978     GOOD             NGS
 AW0193  HISTORY     - 1986     GOOD             NGS
 AW0193  HISTORY     - 1987     GOOD             USPSQD
 AW0193  HISTORY     - 1987     GOOD             USPSQD
 AW0193  HISTORY     - 1987     GOOD             USPSQD
 AW0193  HISTORY     - 1987     GOOD             USPSQD
 AW0193  HISTORY     - 1988     GOOD             USPSQD
 AW0193  HISTORY     - 1989     GOOD             USPSQD
 AW0193  HISTORY     - 1989     GOOD             USPSQD
 AW0193  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0193  HISTORY     - 1989     POOR             USPSQD
 AW0193  HISTORY     - 1989     GOOD             USPSQD
 AW0193  HISTORY     - 1989     POOR             USPSQD
 AW0193  HISTORY     - 1990     GOOD             USPSQD
 AW0193  HISTORY     - 19950903 GOOD             USPSQD
 AW0193  HISTORY     - 20040324 GOOD             USPSQD
 AW0193
 AW0193                          STATION DESCRIPTION
 AW0193
 AW0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0193'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF THE CENTER OF
 AW0193'HOUSTON, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF LONG DRIVE,
 AW0193'GRIGGS AND MYKAWA ROADS AND ON PROPERTY OF THE SOUTHERN PACIFIC
 AW0193'RAILROAD.
 AW0193'
 AW0193'THE STATION MARK IS A STANDARD DISK STAMPED HOUSTON N BASE
 AW0193'2 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW0193'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 88 FEET
 AW0193'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF YOUNGBLOODS RESTAURANT,
 AW0193'45 FEET SOUTHEAST OF THE SOUTH RAIL OF A RAILROAD TRACK, 42.6
 AW0193'FEET WEST OF THE WEST METAL POLE OF A SIGN WHICH READS FED MART,
 AW0193'29 FEET SOUTH OF THE SOUTH CURB OF LONG DRIVE, 17 FEET
 AW0193'SOUTHEAST OF A TELEPHONE POLE AND 5 FEET SOUTH-SOUTHWEST OF A
 AW0193'METAL WITNESS POST.
 AW0193'
 AW0193'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HOUSTON N.B. NO. 3
 AW0193'1942, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 30 BY 36
 AW0193'INCH CONCRETE BASE FOR A RAILROAD SIGNAL LIGHT.  IT IS 44 FEET
 AW0193'NORTHWEST OF THE EDGE OF A PAVED PARKING AREA, 42.8 FEET NORTHWEST
 AW0193'OF A FLOODLIGHT POLE AND 21 FEET EAST-NORTHEAST OF A RAILROAD
 AW0193'SIGNAL LIGHT.
 AW0193'
 AW0193'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HOUSTON N BASE 2 NO 4
 AW0193'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW0193'FLUSH WITH THE GROUND.  IT IS 28 FEET SOUTH-SOUTHWEST OF THE SOUTH
 AW0193'CURB OF LONG DRIVE, 21 FEET NORTHWEST OF THE WEST 1 OF 2 LARGE
 AW0193'METAL POWER LINE POLE, 10 FEET SOUTH OF A SIGN WHICH READS
 AW0193'YOUNGBLOODS RESTAURANT AND 3 FEET EAST OF THE EDGE OF THE PAVED
 AW0193'PARKING AREA.
 AW0193'
 AW0193'HOUSTON NORTH BASE 1942 1957 IS A STANDARD STATION DISK STAMPED
 AW0193'HOUSTON NORTH BASE 1942 1957, SET IN THE TOP OF A 6-INCH CYLINDRICAL
 AW0193'CONCRETE MONUMENT WHICH IS 2 FEET BELOW THE GROUND SURFACE.  IT IS
 AW0193'55.2 FEET EAST OF THE FED MART SIGN, 38.8 FEET SOUTH OF THE CENTER
 AW0193'OF LONG DRIVE, 110 FEET WEST OF THE CENTER OF MYKAWA ROAD AND 0.5
 AW0193'OF A FOOT EAST OF THE EAST EDGE OF ENTRANCE TO PAVED PARKING
 AW0193'AREA.
 AW0193'
 AW0193'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOUSTON N BASE 2 1968,
 AW0193'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 AW0193'WITH THE GROUND.  IT IS 38 FEET WEST OF THE WEST EDGE OF MYKAWA
 AW0193'ROAD, 26 FEET SOUTH OF THE CENTER OF A ENTRANCE ROAD TO INTERSTATE
 AW0193'HIGHWAY 610, 4 FEET NORTH-NORTHWEST OF A POWER LINE POLE, 1.5
 AW0193'FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 AW0193'METAL STREET LAMP POLE.
 AW0193'
 AW0193'5554-0310 (HCS) IS A CITY OF HOUSTON TRIANGULATION STATION BRONZE
 AW0193'DISK STAMPED 5554-0310, SET IN THE TOP OF A 9-INCH CYLINDRICAL
 AW0193'CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE GROUND SURFACE.  IT
 AW0193'IS 80 FEET SOUTHEAST OF A POWER LINE POLE, 42.5 FEET SOUTH OF THE
 AW0193'SOUTH EDGE OF MYKAWA ROAD AND 20.5 FEET WEST OF THE WEST RAIL OF A
 AW0193'RAILROAD TRACK.
 AW0193'
 AW0193'TO REACH THE AZIMUTH MARK FROM THE STATION, GO IN A SOUTHERLY
 AW0193'DIRECTION ON MYKAWA ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 AW0193'
 AW0193'TO REACH 5554-0310 (HCS) FROM THE STATION, GO IN A SOUTHERLY
 AW0193'DIRECTION ON MYKAWA ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT
 AW0193'(SOUTHRIDGE STREET) AND THE MARK ON THE LEFT.
 AW0193'
 AW0193'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 AW0193
 AW0193                          STATION RECOVERY (1973)
 AW0193
 AW0193'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (DW)
 AW0193'HOUSTON N BASE 2-1968 GOOD.
 AW0193'
 AW0193'HOUSTON NE NO. 3 - 1942 GOOD.
 AW0193'
 AW0193'HOUSTON N BASE 2 - 1968 NO. 4 GOOD.
 AW0193'
 AW0193'HOUSTON N BASE 2 - AZIMUTH MARK 1968 GOOD.
 AW0193'
 AW0193'PLACED WITNESS POST AND SIGN 2 DEG S.W. OF AZIMUTH MARK.
 AW0193
 AW0193                          STATION RECOVERY (1973)
 AW0193
 AW0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0193'IN HOUSTON.
 AW0193'AT HOUSTON, AT THE INTERSECTION OF GRIGGS AND MYKAWA ROADS, 29.8 FEET
 AW0193'SOUTHWEST OF THE SOUTHWEST CURB OF GRIGGS ROAD, 45 FEET SOUTHEAST OF
 AW0193'THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 42.7 FEET
 AW0193'WEST OF A FED MART SIGN, 10.2 FEET NORTH OF THE NORTH EDGE OF A
 AW0193'PARKING LOT OF YOUNG CHOW RESTAURANT, 5.0 FEET SOUTHWEST OF A WITNESS
 AW0193'POST, SET IN THE TOP OF A CONCRETE POST, 2 FEET BELOW THE LEVEL OF
 AW0193'GRIGGS ROAD, AND PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
 AW0193
 AW0193                          STATION RECOVERY (1978)
 AW0193
 AW0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0193'RECOVERED IN GOOD CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (1978)
 AW0193
 AW0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0193'RECOVERED IN GOOD CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (1986)
 AW0193
 AW0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0193'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 AW0193'MI) NORTH ALONG MYKAWA ROAD FROM THE OVERCROSSING OF THE SOUTH LOOP OF
 AW0193'INTERSTATE HIGHWAY 610 IN HOUSTON, THENCE 0.08 KM (0.05 MI) SOUTHWEST
 AW0193'ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE TRIANGLE FORMED
 AW0193'BY THE JUNCTION OF MYKAWA ROAD GRIGGS ROAD AND LONG AVENUE,
 AW0193'14.3 METERS (47.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD,
 AW0193'20.1 METERS (66.0 FT) SOUTH OF THE CENTERLINE OF GRIGGS ROAD,
 AW0193'36.0 METERS (118 FT) WEST OF THE WEST 1 OF 2 LARGE STEEL POWERLINE
 AW0193'POLES, 25.0 METERS (82.0 FT) NORTH OF THE NORTHEAST CORNER OF A RED
 AW0193'BRICK BUILDING FOR A CHINESE RESTAURANT.
 AW0193'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AW0193'THE MARK IS 0.3 M BELOW GRIGGS ROAD.
 AW0193
 AW0193                          STATION RECOVERY (1987)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0193'RECOVERED IN GOOD CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (1987)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0193'RECOVERED IN GOOD CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (1987)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW0193'RECOVERED IN GOOD CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (1987)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0193'RECOVERED IN GOOD CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (1988)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0193'RECOVERED IN GOOD CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (1989)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0193'RECOVERED IN GOOD CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (1989)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0193'RECOVERED IN GOOD CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (1989)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0193'MARK NOT FOUND.
 AW0193
 AW0193                          STATION RECOVERY (1989)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0193'MARK RECOVERED IN POOR CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (1989)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0193'RECOVERED IN GOOD CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (1989)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0193'MARK RECOVERED IN POOR CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (1990)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0193'RECOVERED IN GOOD CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (1995)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0193'RECOVERED IN GOOD CONDITION.
 AW0193
 AW0193                          STATION RECOVERY (2004)
 AW0193
 AW0193'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0194 ***********************************************************************
 AW0194  DESIGNATION -  HOUSTON N BASE 2 RM 4
 AW0194  PID         -  AW0194
 AW0194  STATE/COUNTY-  TX/HARRIS
 AW0194  USGS QUAD   -  PARK PLACE (1995)
 AW0194
 AW0194                         *CURRENT SURVEY CONTROL
 AW0194  ___________________________________________________________________
 AW0194* NAD 83(1986)-  29 41 40.     (N)    095 19 38.     (W)     SCALED    
 AW0194* NAVD 88     -        11.57   (+/-2cm)      38.0    (feet)  VERTCON   
 AW0194  ___________________________________________________________________
 AW0194  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0194
 AW0194  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0194
 AW0194.The horizontal coordinates were scaled from a topographic map and have
 AW0194.an estimated accuracy of +/- 6 seconds.
 AW0194
 AW0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0194.The vertical order pertains to the NGVD 29 superseded value.
 AW0194
 AW0194.The geoid height was determined by GEOID03.
 AW0194
 AW0194;                    North         East    Units  Estimated Accuracy
 AW0194;SPC TXSC     - 4,211,840.      955,350.      MT  (+/- 180 meters Scaled)
 AW0194
 AW0194                          SUPERSEDED SURVEY CONTROL
 AW0194
 AW0194  NGVD 29 (??/??/92)   11.569  (m)           37.96   (f) ADJ UNCH    1 1
 AW0194
 AW0194.Superseded values are not recommended for survey control.
 AW0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0194.See file dsdata.txt to determine how the superseded data were derived.
 AW0194
 AW0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN748871(NAD 83)
 AW0194_MARKER: DR = REFERENCE MARK DISK
 AW0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0194_STAMPING: HOUSTON N B 2 NO 4 1968
 AW0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0194+STABILITY: SURFACE MOTION
 AW0194
 AW0194  HISTORY     - Date     Condition        Report By
 AW0194  HISTORY     - 1968     MONUMENTED       CGS
 AW0194  HISTORY     - 1973     GOOD             NGS
 AW0194  HISTORY     - 1978     GOOD             NGS
 AW0194  HISTORY     - 1978     GOOD             NGS
 AW0194  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0194  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0194  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0194  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0194  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0194  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0194  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0194  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0194  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW0194
 AW0194                          STATION DESCRIPTION
 AW0194
 AW0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0194'IN HOUSTON.
 AW0194'AT HOUSTON, AT THE INTERSECTION OF GRIGGS AND MYKAWA ROADS, 27.8 FEET
 AW0194'SOUTHWEST OF THE SOUTHWEST CURB OF GRIGGS ROAD, 20.8 FEET NORTHWEST OF
 AW0194'THE WEST CORNER OF THE FOUNDATION OF THE SOUTHWEST ONE OF 2 STEEL
 AW0194'POWER LINE POLES, 55.8 FEET EAST OF A FED MART SIGN, 8.9 FEET
 AW0194'SOUTH-SOUTHWEST OF HOUSTON NORTH BASE, SET IN THE TOP OF A CONCRETE
 AW0194'POST, FLUSH WITH THE GROUND, AND ABOUT LEVEL WITH GRIGGS ROAD.
 AW0194
 AW0194                          STATION RECOVERY (1978)
 AW0194
 AW0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0194'RECOVERED IN GOOD CONDITION.
 AW0194
 AW0194                          STATION RECOVERY (1978)
 AW0194
 AW0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0194'RECOVERED IN GOOD CONDITION.
 AW0194
 AW0194                          STATION RECOVERY (1986)
 AW0194
 AW0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0194'MARK NOT FOUND.
 AW0194
 AW0194                          STATION RECOVERY (1987)
 AW0194
 AW0194'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0194'MARK NOT FOUND.
 AW0194
 AW0194                          STATION RECOVERY (1987)
 AW0194
 AW0194'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0194'MARK NOT FOUND.
 AW0194
 AW0194                          STATION RECOVERY (1988)
 AW0194
 AW0194'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0194'MARK NOT FOUND.
 AW0194
 AW0194                          STATION RECOVERY (1989)
 AW0194
 AW0194'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0194'MARK NOT FOUND.
 AW0194
 AW0194                          STATION RECOVERY (1989)
 AW0194
 AW0194'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0194'MARK NOT FOUND.
 AW0194
 AW0194                          STATION RECOVERY (1989)
 AW0194
 AW0194'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0194'MARK NOT FOUND.
 AW0194
 AW0194                          STATION RECOVERY (1990)
 AW0194
 AW0194'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0194'MARK NOT FOUND.
 AW0194
 AW0194                          STATION RECOVERY (1995)
 AW0194
 AW0194'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0189 ***********************************************************************
 AW0189  DESIGNATION -  HOUSTON N BASE AZ MK
 AW0189  PID         -  AW0189
 AW0189  STATE/COUNTY-  TX/HARRIS
 AW0189  USGS QUAD   -  PARK PLACE (1995)
 AW0189
 AW0189                         *CURRENT SURVEY CONTROL
 AW0189  ___________________________________________________________________
 AW0189* NAD 83(1986)-  29 41 10.     (N)    095 19 27.     (W)     SCALED    
 AW0189* NAVD 88     -        11.261  (meters)      36.95   (feet)  ADJUSTED  
 AW0189  ___________________________________________________________________
 AW0189  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW0189  DYNAMIC HT  -          11.246 (meters)      36.90  (feet)  COMP
 AW0189  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 AW0189
 AW0189  VERT ORDER  -  FIRST     CLASS I
 AW0189
 AW0189.The horizontal coordinates were scaled from a topographic map and have
 AW0189.an estimated accuracy of +/- 6 seconds.
 AW0189
 AW0189.The orthometric height was determined by differential leveling
 AW0189.and adjusted by the National Geodetic Survey in June 1991..
 AW0189
 AW0189.The geoid height was determined by GEOID03.
 AW0189
 AW0189.The dynamic height is computed by dividing the NAVD 88
 AW0189.geopotential number by the normal gravity value computed on the
 AW0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0189.degrees latitude (g = 980.6199 gals.).
 AW0189
 AW0189.The modeled gravity was interpolated from observed gravity values.
 AW0189
 AW0189;                    North         East    Units  Estimated Accuracy
 AW0189;SPC TXSC     - 4,210,930.      955,680.      MT  (+/- 180 meters Scaled)
 AW0189
 AW0189                          SUPERSEDED SURVEY CONTROL
 AW0189
 AW0189  NGVD 29 (12/23/87)   11.257  (m)           36.93   (f) ADJUSTED    1 1
 AW0189
 AW0189.Superseded values are not recommended for survey control.
 AW0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0189.See file dsdata.txt to determine how the superseded data were derived.
 AW0189
 AW0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN751862(NAD 83)
 AW0189_MARKER: DZ = AZIMUTH MARK DISK
 AW0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0189_SP_SET: CONCRETE POST
 AW0189_STAMPING: HOUSTON N BASE 1942
 AW0189_MARK LOGO: CGS   
 AW0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0189+STABILITY: SURFACE MOTION
 AW0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0189+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW0189
 AW0189  HISTORY     - Date     Condition        Report By
 AW0189  HISTORY     - 1942     MONUMENTED       CGS
 AW0189  HISTORY     - 1973     GOOD             NGS
 AW0189  HISTORY     - 1978     GOOD             NGS
 AW0189  HISTORY     - 1978     GOOD             NGS
 AW0189  HISTORY     - 1986     GOOD             NGS
 AW0189  HISTORY     - 1987     GOOD             USPSQD
 AW0189  HISTORY     - 1987     GOOD             USPSQD
 AW0189  HISTORY     - 1987     GOOD             USPSQD
 AW0189  HISTORY     - 1987     GOOD             USPSQD
 AW0189  HISTORY     - 1988     GOOD             USPSQD
 AW0189  HISTORY     - 1989     GOOD             USPSQD
 AW0189  HISTORY     - 1989     GOOD             USPSQD
 AW0189  HISTORY     - 1989     GOOD             USPSQD
 AW0189  HISTORY     - 1989     GOOD             USPSQD
 AW0189  HISTORY     - 1989     GOOD             USPSQD
 AW0189  HISTORY     - 1989     GOOD             USPSQD
 AW0189  HISTORY     - 1990     GOOD             USPSQD
 AW0189  HISTORY     - 19950903 GOOD             USPSQD
 AW0189  HISTORY     - 20050217 GOOD             USPSQD
 AW0189
 AW0189                          STATION DESCRIPTION
 AW0189
 AW0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0189'IN HOUSTON.
 AW0189'AT HOUSTON, AT THE INTERSECTION OF MYKAWA ROAD AND OSBORN STREET, 0.4
 AW0189'MILE SOUTH OF INTERSTATE HIGHWAY 610 SOUTH LOOP OVERPASS, 54.5 FEET
 AW0189'WEST OF THE CENTER LINE OF THE ROAD, 29 FEET NORTH OF THE CENTER LINE
 AW0189'OF THE STREET, 91 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SERVICE
 AW0189'STATION, 28 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SPUR TRACK, 4
 AW0189'FEET WEST OF A POWER POLE, 1.4 FEET WEST OF A WITNESS POST, SET IN THE
 AW0189'TOP OF A CONCRETE POST, 1.5 FEET BELOW THE LEVEL OF THE GROUND, AND
 AW0189'ABOUT LEVEL WITH THE ROAD.
 AW0189
 AW0189                          STATION RECOVERY (1978)
 AW0189
 AW0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1978)
 AW0189
 AW0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1986)
 AW0189
 AW0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1987)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1987)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1987)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1987)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1988)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1989)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1989)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1989)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1989)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1989)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1989)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1990)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (1995)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0189'RECOVERED IN GOOD CONDITION.
 AW0189
 AW0189                          STATION RECOVERY (2005)
 AW0189
 AW0189'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3213 ***********************************************************************
 AW3213  DESIGNATION -  HOUSTON N BASE RESET
 AW3213  PID         -  AW3213
 AW3213  STATE/COUNTY-  TX/HARRIS
 AW3213  USGS QUAD   -  PARK PLACE (1995)
 AW3213
 AW3213                         *CURRENT SURVEY CONTROL
 AW3213  ___________________________________________________________________
 AW3213* NAD 83(1993)-  29 41 41.03195(N)    095 19 37.63623(W)     ADJUSTED  
 AW3213* NAVD 88     -        11.46   (+/-2cm)      37.6    (feet)  VERTCON   
 AW3213  ___________________________________________________________________
 AW3213  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW3213  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW3213  OBS GRAVITY -     979,284.6   (mgal)                       GRAV_OBS
 AW3213
 AW3213  HORZ ORDER  -  FIRST
 AW3213  VERT ORDER  -  THIRD (See Below)
 AW3213
 AW3213.The horizontal coordinates were established by classical geodetic methods
 AW3213.and adjusted by the National Geodetic Survey in February 1996..
 AW3213
 AW3213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3213.The vertical order pertains to the NGVD 29 superseded value.
 AW3213
 AW3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW3213
 AW3213.The geoid height was determined by GEOID03.
 AW3213.The observed gravity was obtained from relative gravimeter ties
 AW3213.to the IGSN71 gravity network.
 AW3213
 AW3213;                    North         East     Units Scale Factor Converg.
 AW3213;SPC TXSC     - 4,211,873.822   955,361.962   MT  0.99988289   +1 47 57.8
 AW3213;SPC TXSC     -13,818,456.03  3,134,383.37   sFT  0.99988289   +1 47 57.8
 AW3213;UTM  15      - 3,287,225.808   274,839.041   MT  1.00022557   -1 09 11.9
 AW3213
 AW3213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW3213!SPC TXSC     -   1.00000248  x   0.99988289  =   0.99988537
 AW3213!UTM  15      -   1.00000248  x   1.00022557  =   1.00022805
 AW3213
 AW3213|---------------------------------------------------------------------|
 AW3213| PID    Reference Object                     Distance      Geod. Az  |
 AW3213|                                                           dddmmss.s |
 AW3213| AW3212 HOUSTON N BASE RM 1                  30.019 METERS 12917     |
 AW3213| AW6528 APT BEACON HOUSTON INTNL APT        APPROX. 6.6 KM 1430943.7 |
 AW3213| AW0189 HOUSTON N BASE AZ MK                               1642649.5 |
 AW3213| AW4645 HOUSTON N BASE RM 2                  37.275 METERS 27214     |
 AW3213| AW6720 HOUSTON JEFF DAVIS HOSP CHIM        APPROX. 9.1 KM 3225058.6 |
 AW3213| AW6511 HOUSTON LONE STAR BAG CO TANK       APPROX. 3.3 KM 3471302.0 |
 AW3213|---------------------------------------------------------------------|
 AW3213
 AW3213                          SUPERSEDED SURVEY CONTROL
 AW3213
 AW3213  NAD 83(1986)-  29 41 41.04639(N)    095 19 37.61712(W) AD(       ) 1
 AW3213  NGVD 29 (07/19/86)   11.46   (m)           37.6    (f) LEVELING    3  
 AW3213
 AW3213.Superseded values are not recommended for survey control.
 AW3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3213.See file dsdata.txt to determine how the superseded data were derived.
 AW3213
 AW3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7483987226(NAD 83)
 AW3213_MARKER: DS = TRIANGULATION STATION DISK
 AW3213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3213_STAMPING: HOUSTON NORTH BASE 1942 1957
 AW3213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3213+STABILITY: SURFACE MOTION
 AW3213
 AW3213  HISTORY     - Date     Condition        Report By
 AW3213  HISTORY     - 1957     MONUMENTED       NGS
 AW3213  HISTORY     - 1958     GOOD             HLPCO
 AW3213  HISTORY     - 1963     GOOD             CGS
 AW3213  HISTORY     - 1964     GOOD             CGS
 AW3213  HISTORY     - 1968     GOOD             CGS
 AW3213  HISTORY     - 1973     GOOD             NGS
 AW3213  HISTORY     - 1973     GOOD             NGS
 AW3213  HISTORY     - 1978     GOOD             NGS
 AW3213  HISTORY     - 1978     GOOD             NGS
 AW3213  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW3213  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW3213  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 AW3213
 AW3213                          STATION DESCRIPTION
 AW3213
 AW3213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 (ESA)
 AW3213'STATION IS LOCATED GENERALLY AS DESCRIBED IN PRIOR RECOVERY
 AW3213'NOTES.
 AW3213'
 AW3213'AS NOTED PREVIOUSLY, THE SURFACE MARK WAS DESTROYED.  THE
 AW3213'UNDERGROUND MARK WAS RECOVERED AND A NEW SURFACE MARK STAMPED
 AW3213'HOUSTON N. BASE 1942-1957 WAS SET IN A CONCRETE MONUMENT FLUSH
 AW3213'WITH THE GROUND.
 AW3213'
 AW3213'THE STATION IS 56.9 FEET SW OF THE CENTERLINE OF LONG DRIVE,
 AW3213'41.65 FEET NW OF THE NW LEG OF A STEEL TRANSMISSION TOWER,
 AW3213'122.33 FEET E OF REF. M. 2, 63.08 FEET W OF A PUNCH MARK IN THE
 AW3213'NW RIM OF A WATER VALVE BOX IN THE SW CORNER OF THE INTERSECTION
 AW3213'OF LONG DRIVE AND MYKAWA RD.  (WATER VALVE BOX IS IN CURB),
 AW3213'AND 2.5 FEET E OF A 4 IN X 4 IN WHITE WITNESS POST.
 AW3213'
 AW3213'REFERENCE MARK NO. 2 AND THE AZIMUTH STATION WERE RECOVERED
 AW3213'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT
 AW3213'NOT FOUND.
 AW3213
 AW3213                          STATION RECOVERY (1958)
 AW3213
 AW3213'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1958 (THE)
 AW3213'MONUMENT EASILY LOCATED AS NOW DESCRIBED.  APPARENTLY NEW DISC
 AW3213'HAS BEEN SET WITH 1957 STAMP.  UNABLE TO LOCATE R.M. 1 AND 2.
 AW3213
 AW3213                          STATION RECOVERY (1963)
 AW3213
 AW3213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW3213'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 AW3213'REFERENCE MARK WAS CHIPPED SOME ON THE CORNERS BUT STILL IN GOOD
 AW3213'CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK COULD NOT BE
 AW3213'LOCATED AND SHOULD BE CONSIDERED LOST.  THE TOWER COULD NOT BE
 AW3213'ERECTED OVER THE STATION BECAUSE OF AN OVERHEAD POWERLINE.
 AW3213'THE TOWER WAS ERECTED OVER REFERENCE MARK AND ALL THE
 AW3213'OBSERVATION TAKEN FROM THERE.
 AW3213'
 AW3213'NOTE--FOR ANY FUTURE REFERENCE SEE DESCRIPTION TO HOUSTON
 AW3213'NORTH BASE R.M. 2.
 AW3213
 AW3213                          STATION RECOVERY (1964)
 AW3213
 AW3213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW3213'HOUSTON NORTH BASE 1942 IS 4.75 MILES SOUTH ALONG THE GULF,
 AW3213'COLORADO AND SANTA FE RAILROAD FROM UNION STATION AT HOUSTON,
 AW3213'AT THE NORTHEAST CORNER OF THE FED-MART STORE PARKING LOT,
 AW3213'230 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF THE TEXAS
 AW3213'AND NEW ORLEANS RAILROAD, 121 FEET WEST OF THE CENTER LINE OF
 AW3213'MYKAWA ROAD, 122-1/2 FEET EAST OF R.M. 2, 42 FEET NORTHWEST OF
 AW3213'THE NORTHWEST LEG OF A METAL POWER LINE TOWER, 1/2 FOOT EAST OF
 AW3213'THE CURB OF A DRIVEWAY LEADING TO THE FED-MART STORE, ABOUT 2
 AW3213'FEET BELOW THE LEVEL OF THE GROUND, AND SET IN THE TOP OF A
 AW3213'CONCRETE POST.
 AW3213'
 AW3213'R.M. 2 IS 122 FEET WEST OF THE STATION MARK, 45-1/2 FEET
 AW3213'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL OF THE TEXAS AND
 AW3213'NEW ORLEANS RAILROAD, 83 FEET NORTHEAST OF A LIGHT POLE, 71 FEET
 AW3213'WEST-SOUTHWEST OF A FIRE HYDRANT, 7-1/2 FEET NORTHWEST OF THE
 AW3213'NORTHWEST EDGE OF A PAVED PARKING AREA, 102 FEET SOUTHWEST OF
 AW3213'THE CENTER LINE OF AN ISLAND IN LONG DRIVE, 1.5 FEET NORTHWEST
 AW3213'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 AW3213'PROJECTING 5 INCHES.
 AW3213'
 AW3213'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW3213'
 AW3213'HOUSTON NORTH BASE AZIMUTH 1942 IS 4.5 MILES NORTH ALONG THE
 AW3213'GULF, COLORADO, AND SANTA FE RAILROAD FROM THE ALMEDA-GENOA ROAD
 AW3213'CROSSING AT MYKAWA, OR ABOUT 5.4 MILES SOUTHEAST ALONG THE
 AW3213'GULF, COLORADO, AND SANTA FE RAILROAD FROM THE UNION STATION AT
 AW3213'HOUSTON, 135 FEET WEST OF THE WEST RAIL, 94 FEET SOUTHEAST OF
 AW3213'THE SOUTHEAST CORNER OF A SERVICE STATION, 54-1/2 FEET WEST OF
 AW3213'THE CENTER LINE OF MYKAWA ROAD, 28 FEET NORTHWEST OF THE
 AW3213'NORTHWEST RAIL OF A SPUR TRACK, 29 FEET NORTH OF THE CENTER LINE
 AW3213'OF OSBORN ROAD, 13-1/2 FEET NORTHEAST OF A FIRE HYDRANT, 4 FEET
 AW3213'WEST OF A POWER POLE, 1.4 FEET WEST OF A WOODEN WITNESS
 AW3213'POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT 1-1/2 FEET
 AW3213'BELOW THE LEVEL OF THE GROUND.
 AW3213
 AW3213                          STATION RECOVERY (1968)
 AW3213
 AW3213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW3213'THE STATION WAS RECOVERED AS DESCRIBED IN 1963 BY R.W.T.  DUE
 AW3213'TO OVERHEAD POWER LINES AND A LARGE SIGN NEAR THE STATION NO
 AW3213'OBSERVATIONS COULD BE MADE.  STATION HOUSTON N BASE 2 1968 WAS
 AW3213'ESTABLISHED AT THIS TIME.
 AW3213
 AW3213                          STATION RECOVERY (1973)
 AW3213
 AW3213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3213'IN HOUSTON.
 AW3213'AT HOUSTON, AT THE INTERSECTION OF GRIGGS AND MYKAWA ROADS, 110 FEET
 AW3213'WEST OF THE CENTER LINE OF MYKAWA ROAD, 18.4 FEET SOUTHWEST OF THE
 AW3213'SOUTHWEST CURB OF GRIGGS ROAD, 26.5 FEET NORTHWEST OF THE WEST CORNER
 AW3213'OF A FOUNDATION FOR THE WEST ONE OF 2 STEEL POWER POLES, 55 FEET EAST
 AW3213'OF A FED MART SIGN, 0.6 FOOT EAST OF THE EAST EDGE OF YOUNG CHOW
 AW3213'RESTAURANT SIGN, SET IN THE TOP OF A CONCRETE POST, 2-INCHES BELOW THE
 AW3213'LEVEL OF THE GROUND, AND ABOUT LEVEL WITH GRIGGS ROAD.  NOTE-- DO NOT
 AW3213'TAKE DATE OUT OF DESIGNATION.
 AW3213
 AW3213                          STATION RECOVERY (1973)
 AW3213
 AW3213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3213'HOUSTON NORTH BASE TRIANGULATION STATION DISK, STAMPED HOUSTON
 AW3213'NORTH BASE 1942 1957, 18.4 FEET SOUTHWEST OF THE CENTER LINE
 AW3213'OF MYKAWA ROAD, 18.4 FEET SOUTHWEST OF THE SOUTHWEST CURB
 AW3213'OF GRIGGS ROAD, 0.6 FOOT EAST OF THE EAST EDGE OF YOUNG CHOW
 AW3213'RESTAURANT SIGN, SET IN THE TOP OF A CONCRETE POST 2-INCHES BELOW
 AW3213'THE LEVEL OF THE GROUND.
 AW3213'
 AW3213'HOUSTON N B 2 R.M. 4, REFERENCE MARK DISK, STAMPED HOUSTON
 AW3213'N B 2 NO 4 1968, 8.9 FEET SOUTH-SOUTHWEST OF HOUSTON NORTH BASE,
 AW3213'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AW3213'
 AW3213'HOUSTON N B 2 TRIANGULATION STATION DISK, STAMPED HOUSTON N B 2
 AW3213'1968, 45 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF RAILROAD,
 AW3213'42.7 FEET WEST OF A FED MART SIGN, SET IN THE TOP OF A CONCRETE
 AW3213'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AW3213'
 AW3213'HOUSTON N B R.M. 3 REFERENCE MARK DISK, STAMPED HOUSTON N B NO 3
 AW3213'1942, SET IN THE TOP AND AT THE EAST CORNER OF AN ABANDON SIGNAL
 AW3213'FOUNDATION, 8.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT
 AW3213'LEVEL WITH TRACK.
 AW3213'
 AW3213'HOUSTON NORTH BASE AZI, AZIMUTH MARK DISK, STAMPED HOUSTON
 AW3213'N BASE 1942, AT THE INTERSECTION OF MYKAWA ROAD AND OSBORN STREET,
 AW3213'91 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SERVICE STATION,
 AW3213'POST 1.5 FOOT UNDERGROUND.
 AW3213'
 AW3213'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HOUSTON,
 AW3213'THE INTERSECTION OF GRIGGS AND MYKAWA ROADS.
 AW3213
 AW3213                          STATION RECOVERY (1978)
 AW3213
 AW3213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3213'RECOVERED IN GOOD CONDITION.
 AW3213
 AW3213                          STATION RECOVERY (1978)
 AW3213
 AW3213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW3213'RECOVERED IN GOOD CONDITION.
 AW3213
 AW3213                          STATION RECOVERY (1986)
 AW3213
 AW3213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW3213'MARK NOT FOUND.
 AW3213
 AW3213                          STATION RECOVERY (1987)
 AW3213
 AW3213'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 AW3213'MARK NOT FOUND.
 AW3213
 AW3213                          STATION RECOVERY (2004)
 AW3213
 AW3213'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0192 ***********************************************************************
 AW0192  DESIGNATION -  HOUSTON N BASE RM 3
 AW0192  PID         -  AW0192
 AW0192  STATE/COUNTY-  TX/HARRIS
 AW0192  USGS QUAD   -  PARK PLACE (1995)
 AW0192
 AW0192                         *CURRENT SURVEY CONTROL
 AW0192  ___________________________________________________________________
 AW0192* NAD 83(1986)-  29 41 40.     (N)    095 19 41.     (W)     SCALED    
 AW0192* NAVD 88     -        11.614  (meters)      38.10   (feet)  ADJUSTED  
 AW0192  ___________________________________________________________________
 AW0192  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0192  DYNAMIC HT  -          11.598 (meters)      38.05  (feet)  COMP
 AW0192  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 AW0192
 AW0192  VERT ORDER  -  FIRST     CLASS II
 AW0192
 AW0192.The horizontal coordinates were scaled from a topographic map and have
 AW0192.an estimated accuracy of +/- 6 seconds.
 AW0192
 AW0192.The orthometric height was determined by differential leveling
 AW0192.and adjusted by the National Geodetic Survey in June 1991..
 AW0192
 AW0192.The geoid height was determined by GEOID03.
 AW0192
 AW0192.The dynamic height is computed by dividing the NAVD 88
 AW0192.geopotential number by the normal gravity value computed on the
 AW0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0192.degrees latitude (g = 980.6199 gals.).
 AW0192
 AW0192.The modeled gravity was interpolated from observed gravity values.
 AW0192
 AW0192;                    North         East    Units  Estimated Accuracy
 AW0192;SPC TXSC     - 4,211,840.      955,270.      MT  (+/- 180 meters Scaled)
 AW0192
 AW0192                          SUPERSEDED SURVEY CONTROL
 AW0192
 AW0192  NGVD 29 (12/23/87)   11.610  (m)           38.09   (f) ADJUSTED    1 2
 AW0192
 AW0192.Superseded values are not recommended for survey control.
 AW0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0192.See file dsdata.txt to determine how the superseded data were derived.
 AW0192
 AW0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN747871(NAD 83)
 AW0192_MARKER: DR = REFERENCE MARK DISK
 AW0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0192_SP_SET: CONCRETE POST
 AW0192_STAMPING: HOUSTON NB NO 3 1942
 AW0192_MARK LOGO: CGS   
 AW0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0192+STABILITY: SURFACE MOTION
 AW0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0192+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 AW0192
 AW0192  HISTORY     - Date     Condition        Report By
 AW0192  HISTORY     - 1963     MONUMENTED       CGS
 AW0192  HISTORY     - 1973     GOOD             NGS
 AW0192  HISTORY     - 1978     GOOD             NGS
 AW0192  HISTORY     - 1978     GOOD             NGS
 AW0192  HISTORY     - 1986     GOOD             NGS
 AW0192  HISTORY     - 1987     GOOD             USPSQD
 AW0192  HISTORY     - 1987     GOOD             USPSQD
 AW0192  HISTORY     - 1989     GOOD             USPSQD
 AW0192  HISTORY     - 1989     GOOD             USPSQD
 AW0192  HISTORY     - 1989     GOOD             USPSQD
 AW0192  HISTORY     - 1989     GOOD             USPSQD
 AW0192  HISTORY     - 1989     GOOD             USPSQD
 AW0192  HISTORY     - 19890120 GOOD             USPSQD
 AW0192  HISTORY     - 1990     GOOD             USPSQD
 AW0192  HISTORY     - 19950903 GOOD             USPSQD
 AW0192  HISTORY     - 20040324 GOOD             USPSQD
 AW0192
 AW0192                          STATION DESCRIPTION
 AW0192
 AW0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0192'IN HOUSTON.
 AW0192'AT HOUSTON, AT THE INTERSECTION OF GRIGGS AND MYKAWA ROADS, 0.25 MILE
 AW0192'NORTH OF INTERSTATE HIGHWAY 610 OVERPASS, SET IN THE TOP AND AT THE
 AW0192'EAST CORNER OF AN ABANDON SIGNAL FOUNDATION, 8.5 FEET SOUTHEAST OF THE
 AW0192'SOUTHEAST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 69.3 FEET
 AW0192'NORTH OF THE WEST CORNER OF YOUNG CHOW RESTAURANT, 19.4 FEET NORTHEAST
 AW0192'OF THE NORTH CORNER OF A SIGNAL LIGHT, AND ABOUT LEVEL WITH THE TRACK.
 AW0192
 AW0192                          STATION RECOVERY (1978)
 AW0192
 AW0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0192'RECOVERED IN GOOD CONDITION.
 AW0192
 AW0192                          STATION RECOVERY (1978)
 AW0192
 AW0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0192'RECOVERED IN GOOD CONDITION.
 AW0192
 AW0192                          STATION RECOVERY (1986)
 AW0192
 AW0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0192'RECOVERED IN GOOD CONDITION.
 AW0192
 AW0192                          STATION RECOVERY (1987)
 AW0192
 AW0192'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 AW0192'RECOVERED IN GOOD CONDITION.
 AW0192
 AW0192                          STATION RECOVERY (1987)
 AW0192
 AW0192'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0192'RECOVERED IN GOOD CONDITION.
 AW0192
 AW0192                          STATION RECOVERY (1989)
 AW0192
 AW0192'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0192'RECOVERED IN GOOD CONDITION.
 AW0192
 AW0192                          STATION RECOVERY (1989)
 AW0192
 AW0192'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0192'RECOVERED IN GOOD CONDITION.
 AW0192
 AW0192                          STATION RECOVERY (1989)
 AW0192
 AW0192'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0192'RECOVERED IN GOOD CONDITION.
 AW0192
 AW0192                          STATION RECOVERY (1989)
 AW0192
 AW0192'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0192'RECOVERED IN GOOD CONDITION.
 AW0192
 AW0192                          STATION RECOVERY (1989)
 AW0192
 AW0192'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0192'RECOVERED IN GOOD CONDITION.
 AW0192
 AW0192                          STATION RECOVERY (1989)
 AW0192
 AW0192'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0192'RECOVERED IN GOOD CONDITION.
 AW0192
 AW0192                          STATION RECOVERY (1990)
 AW0192
 AW0192'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0192'RECOVERED IN GOOD CONDITION.
 AW0192
 AW0192                          STATION RECOVERY (1995)
 AW0192
 AW0192'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0192'RECOVERED IN GOOD CONDITION.
 AW0192
 AW0192                          STATION RECOVERY (2004)
 AW0192
 AW0192'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6402 ***********************************************************************
 AW6402  DESIGNATION -  HOUSTON NASA NO 40 WATER TANK
 AW6402  PID         -  AW6402
 AW6402  STATE/COUNTY-  TX/HARRIS
 AW6402  USGS QUAD   -  LEAGUE CITY (1995)
 AW6402
 AW6402                         *CURRENT SURVEY CONTROL
 AW6402  ___________________________________________________________________
 AW6402* NAD 83(1993)-  29 33 48.04703(N)    095 05 19.70806(W)     ADJUSTED  
 AW6402* NAVD 88     -                                                        
 AW6402  ___________________________________________________________________
 AW6402  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6402  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW6402
 AW6402  HORZ ORDER  -  THIRD
 AW6402
 AW6402.The horizontal coordinates were established by classical geodetic methods
 AW6402.and adjusted by the National Geodetic Survey in February 1996..
 AW6402
 AW6402
 AW6402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6402
 AW6402.The geoid height was determined by GEOID03.
 AW6402
 AW6402;                    North         East     Units Scale Factor Converg.
 AW6402;SPC TXSC     - 4,198,067.877   978,898.053   MT  0.99987116   +1 54 58.1
 AW6402;SPC TXSC     -13,773,161.03  3,211,601.36   sFT  0.99987116   +1 54 58.1
 AW6402;UTM  15      - 3,272,222.648   297,640.039   MT  1.00010529   -1 01 51.4
 AW6402
 AW6402                          SUPERSEDED SURVEY CONTROL
 AW6402
 AW6402  NAD 83(1986)-  29 33 48.06377(N)    095 05 19.68810(W) AD(       ) 4
 AW6402  NAD 27      -  29 33 47.22780(N)    095 05 18.93769(W) AD(       ) 3
 AW6402
 AW6402.Superseded values are not recommended for survey control.
 AW6402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6402.See file dsdata.txt to determine how the superseded data were derived.
 AW6402
 AW6402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9764072223(NAD 83)
 AW6402_MARKER: 53 = ELEVATED TANK
 AW6402
 AW6402  HISTORY     - Date     Condition        Report By
 AW6402  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6402  HISTORY     - 1987     GOOD             USPSQD
 AW6402  HISTORY     - 19950903 GOOD             USPSQD
 AW6402  HISTORY     - 20020620 GOOD             INDIV
 AW6402
 AW6402                          STATION DESCRIPTION
 AW6402
 AW6402'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6402'THE STATION IS LOCATED ON THE GROUNDS OF THE HOUSTON NATIONAL
 AW6402'AERONAUTIC AND SPACE ADMINISTRATION MANNED SPACECRAFT CENTER AND
 AW6402'0.1 MILE NORTH OF BUILDING NO. 24 OF THE MANNED SPACECRAFT CENTER.
 AW6402'
 AW6402'IT IS A PEDESTAL SPHERE TYPE WATER TANK, SILVER IN COLOR AND THE
 AW6402'OVER-ALL HEIGHT IS 164 FEET.
 AW6402'
 AW6402'THE POINT INTERSECTED WAS THE TOP CENTER.
 AW6402
 AW6402                          STATION RECOVERY (1987)
 AW6402
 AW6402'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6402'RECOVERED IN GOOD CONDITION.
 AW6402
 AW6402                          STATION RECOVERY (1995)
 AW6402
 AW6402'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6402'RECOVERED IN GOOD CONDITION.
 AW6402
 AW6402                          STATION RECOVERY (2002)
 AW6402
 AW6402'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RDH)
 AW6402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6404 ***********************************************************************
 AW6404  DESIGNATION -  HOUSTON NASA THERMOCHEM TANK
 AW6404  PID         -  AW6404
 AW6404  STATE/COUNTY-  TX/HARRIS
 AW6404  USGS QUAD   -  LEAGUE CITY (1995)
 AW6404
 AW6404                         *CURRENT SURVEY CONTROL
 AW6404  ___________________________________________________________________
 AW6404* NAD 83(1993)-  29 34 12.44770(N)    095 05 32.14856(W)     ADJUSTED  
 AW6404* NAVD 88     -                                                        
 AW6404  ___________________________________________________________________
 AW6404  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW6404  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW6404
 AW6404  HORZ ORDER  -  THIRD
 AW6404
 AW6404.The horizontal coordinates were established by classical geodetic methods
 AW6404.and adjusted by the National Geodetic Survey in February 1996..
 AW6404
 AW6404
 AW6404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6404
 AW6404.The geoid height was determined by GEOID03.
 AW6404
 AW6404;                    North         East     Units Scale Factor Converg.
 AW6404;SPC TXSC     - 4,198,807.475   978,538.310   MT  0.99987164   +1 54 52.0
 AW6404;SPC TXSC     -13,775,587.52  3,210,421.11   sFT  0.99987164   +1 54 52.0
 AW6404;UTM  15      - 3,272,979.942   297,318.723   MT  1.00010690   -1 01 58.3
 AW6404
 AW6404                          SUPERSEDED SURVEY CONTROL
 AW6404
 AW6404  NAD 83(1986)-  29 34 12.46429(N)    095 05 32.12872(W) AD(       ) 4
 AW6404  NAD 27      -  29 34 11.62733(N)    095 05 31.37813(W) AD(       ) 3
 AW6404
 AW6404.Superseded values are not recommended for survey control.
 AW6404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6404.See file dsdata.txt to determine how the superseded data were derived.
 AW6404
 AW6404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9731972980(NAD 83)
 AW6404_MARKER: 53 = ELEVATED TANK
 AW6404
 AW6404  HISTORY     - Date     Condition        Report By
 AW6404  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6404  HISTORY     - 19950903 GOOD             USPSQD
 AW6404  HISTORY     - 20040325 GOOD             USPSQD
 AW6404
 AW6404                          STATION DESCRIPTION
 AW6404
 AW6404'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6404'THE STATION IS LOCATED ON THE GROUNDS OF THE HOUSTON NATIONAL
 AW6404'AERONAUTIC AND SPACE ADMINISTRATION MANNED SPACECRAFT CENTER AND
 AW6404'NEAR BUILDING NO. 353 OF THE THERMOCHEMICAL TEST FACILITY OF THE
 AW6404'MANNED SPACECRAFT CENTER.
 AW6404'
 AW6404'IT IS A PEDESTAL SPHERE TYPE WATER TANK, SILVER IN COLOR AND THE
 AW6404'OVER-ALL HEIGHT IS 120 FEET.
 AW6404'
 AW6404'THE POINT INTERSECTED WAS THE TOP CENTER.
 AW6404
 AW6404                          STATION RECOVERY (1995)
 AW6404
 AW6404'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6404'RECOVERED IN GOOD CONDITION.
 AW6404
 AW6404                          STATION RECOVERY (2004)
 AW6404
 AW6404'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6588 ***********************************************************************
 AW6588  DESIGNATION -  HOUSTON NATIONAL BISCUIT TANK
 AW6588  PID         -  AW6588
 AW6588  STATE/COUNTY-  TX/HARRIS
 AW6588  USGS QUAD   -  BELLAIRE (1995)
 AW6588
 AW6588                         *CURRENT SURVEY CONTROL
 AW6588  ___________________________________________________________________
 AW6588* NAD 83(1993)-  29 42 07.54988(N)    095 22 53.32227(W)     ADJUSTED  
 AW6588* NAVD 88     -                                                        
 AW6588  ___________________________________________________________________
 AW6588  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6588  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6588
 AW6588  HORZ ORDER  -  THIRD
 AW6588
 AW6588.The horizontal coordinates were established by classical geodetic methods
 AW6588.and adjusted by the National Geodetic Survey in February 1996..
 AW6588
 AW6588
 AW6588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6588
 AW6588.The geoid height was determined by GEOID03.
 AW6588
 AW6588;                    North         East     Units Scale Factor Converg.
 AW6588;SPC TXSC     - 4,212,525.902   950,079.173   MT  0.99988370   +1 46 21.9
 AW6588;SPC TXSC     -13,820,595.40  3,117,051.42   sFT  0.99988370   +1 46 21.9
 AW6588;UTM  15      - 3,288,149.502   269,594.987   MT  1.00025505   -1 10 49.9
 AW6588
 AW6588                          SUPERSEDED SURVEY CONTROL
 AW6588
 AW6588  NAD 83(1986)-  29 42 07.56412(N)    095 22 53.30320(W) AD(       ) 4
 AW6588  NAD 27      -  29 42 06.73681(N)    095 22 52.52404(W) AD(       ) 3
 AW6588
 AW6588.Superseded values are not recommended for survey control.
 AW6588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6588.See file dsdata.txt to determine how the superseded data were derived.
 AW6588
 AW6588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6959588150(NAD 83)
 AW6588_MARKER: 53 = ELEVATED TANK
 AW6588
 AW6588  HISTORY     - Date     Condition        Report By
 AW6588  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6588  HISTORY     - 1968     GOOD             CGS
 AW6588  HISTORY     - 1987     GOOD             USPSQD
 AW6588  HISTORY     - 19931030 GOOD             USPSQD
 AW6588  HISTORY     - 20040325 GOOD             USPSQD
 AW6588
 AW6588                          STATION DESCRIPTION
 AW6588
 AW6588'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6588'LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHWEST OF DOWNTOWN HOUSTON, 0.25
 AW6588'MILE EAST OF THE VETERANS ADMINISTRATION HOSPITAL AT THE
 AW6588'INTERSECTION OF GRAND AVENUE AND HOLCOMBE BOULEVARD.  THE STATION IS
 AW6588'IS THE WATER TANK, PAINTED ALTERNATE RED AND WHITE, WITH FOUR
 AW6588'TUBULAR LEGS, ELLIPSOIDAL TOP AND BOTTOM.  IT IS IN A
 AW6588'FENCED-IN ENCLOSURE, OWNED AND ON THE PROPERTY OF THE NATIONAL
 AW6588'BISCUIT COMPANY.  THE INTERSECTING POINT WAS THE LIGHT
 AW6588'AT THE APEX.
 AW6588
 AW6588                          STATION RECOVERY (1968)
 AW6588
 AW6588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6588'THE STATION WAS RECOVERED AS DESCRIBED BY R.W.T. 1963.  THE
 AW6588'OVER-ALL HEIGHT IS APPROXIMATELY 120 FEET.
 AW6588'
 AW6588'THE POINT INTERSECTED WAS THE TOP AND CENTER.
 AW6588
 AW6588                          STATION RECOVERY (1987)
 AW6588
 AW6588'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6588'RECOVERED IN GOOD CONDITION.
 AW6588
 AW6588                          STATION RECOVERY (1993)
 AW6588
 AW6588'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6588'RECOVERED IN GOOD CONDITION.
 AW6588
 AW6588                          STATION RECOVERY (2004)
 AW6588
 AW6588'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6527 ***********************************************************************
 AW6527  DESIGNATION -  HOUSTON NAV DIST SOUTHSIDE TK
 AW6527  PID         -  AW6527
 AW6527  STATE/COUNTY-  TX/HARRIS
 AW6527  USGS QUAD   -  PARK PLACE (1995)
 AW6527
 AW6527                         *CURRENT SURVEY CONTROL
 AW6527  ___________________________________________________________________
 AW6527* NAD 83(1993)-  29 44 37.75079(N)    095 17 07.24017(W)     ADJUSTED  
 AW6527* NAVD 88     -                                                        
 AW6527  ___________________________________________________________________
 AW6527  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6527  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6527
 AW6527  HORZ ORDER  -  THIRD
 AW6527
 AW6527.The horizontal coordinates were established by classical geodetic methods
 AW6527.and adjusted by the National Geodetic Survey in February 1996..
 AW6527
 AW6527
 AW6527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6527
 AW6527.The geoid height was determined by GEOID03.
 AW6527
 AW6527;                    North         East     Units Scale Factor Converg.
 AW6527;SPC TXSC     - 4,217,439.474   959,229.847   MT  0.99988862   +1 49 11.5
 AW6527;SPC TXSC     -13,836,716.01  3,147,073.26   sFT  0.99988862   +1 49 11.5
 AW6527;UTM  15      - 3,292,586.539   278,989.915   MT  1.00020271   -1 08 03.4
 AW6527
 AW6527                          SUPERSEDED SURVEY CONTROL
 AW6527
 AW6527  NAD 83(1986)-  29 44 37.76550(N)    095 17 07.22091(W) AD(       ) 4
 AW6527  NAD 27      -  29 44 36.94445(N)    095 17 06.45097(W) AD(       ) 3
 AW6527
 AW6527.Superseded values are not recommended for survey control.
 AW6527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6527.See file dsdata.txt to determine how the superseded data were derived.
 AW6527
 AW6527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7899092587(NAD 83)
 AW6527_MARKER: 53 = ELEVATED TANK
 AW6527
 AW6527  HISTORY     - Date     Condition        Report By
 AW6527  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6527
 AW6527                          STATION DESCRIPTION
 AW6527
 AW6527'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6527'THE STATION IS LOCATED ABOUT 5 MILES EAST AND 1 MILE SOUTH OF THE
 AW6527'CENTER OF HOUSTON AND JUST SOUTH OF THE INTERSECTION OF FOSTER AND
 AW6527'S HARBOR STREETS.
 AW6527'
 AW6527'IT IS A WATER TANK, SUPPORTED BY FOUR LACED CHANNEL STEEL LEGS,
 AW6527'CONICAL ROOF AND A HEMISPHERICAL BOTTOM AND PAINTED GREY.  THE TANK
 AW6527'HAS AN OVER-ALL HEIGHT OF 133 FEET.
 AW6527'
 AW6527'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6062 ***********************************************************************
 AW6062  DESIGNATION -  HOUSTON NEW ORLEANS AWY BCN 3
 AW6062  PID         -  AW6062
 AW6062  STATE/COUNTY-  TX/LIBERTY
 AW6062  USGS QUAD   -  SHILOH (1993)
 AW6062
 AW6062                         *CURRENT SURVEY CONTROL
 AW6062  ___________________________________________________________________
 AW6062* NAD 83(1993)-  29 53 22.18402(N)    094 41 44.07613(W)     ADJUSTED  
 AW6062* NAVD 88     -                                                        
 AW6062  ___________________________________________________________________
 AW6062  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AW6062  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW6062
 AW6062  HORZ ORDER  -  THIRD
 AW6062
 AW6062.The horizontal coordinates were established by classical geodetic methods
 AW6062.and adjusted by the National Geodetic Survey in February 1996..
 AW6062
 AW6062
 AW6062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6062
 AW6062.The geoid height was determined by GEOID03.
 AW6062
 AW6062;                    North         East     Units Scale Factor Converg.
 AW6062;SPC TX C     - 3,038,500.433 1,244,371.957   MT  1.00006839   +2 54 13.6
 AW6062;SPC TX C     - 9,968,813.50  4,082,577.00   sFT  1.00006839   +2 54 13.6
 AW6062;SPC TXSC     - 4,235,530.281 1,015,645.858   MT  0.99990994   +2 06 31.6
 AW6062;SPC TXSC     -13,896,068.93  3,332,164.79   sFT  0.99990994   +2 06 31.6
 AW6062;UTM  15      - 3,307,748.155   336,272.555   MT  0.99993075   -0 50 42.5
 AW6062
 AW6062                          SUPERSEDED SURVEY CONTROL
 AW6062
 AW6062  NAD 83(1986)-  29 53 22.20133(N)    094 41 44.05835(W) AD(       ) 4
 AW6062  NAD 27      -  29 53 21.42300(N)    094 41 43.35500(W) AD(       ) 3
 AW6062
 AW6062.Superseded values are not recommended for survey control.
 AW6062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6062.See file dsdata.txt to determine how the superseded data were derived.
 AW6062
 AW6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP3627307748(NAD 83)
 AW6062_MARKER: 22 = AIRWAY BEACON
 AW6062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6062+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW6062
 AW6062  HISTORY     - Date     Condition        Report By
 AW6062  HISTORY     - 1951     FIRST OBSERVED   CGS
 AW6062  HISTORY     - 20040407 GOOD             USPSQD
 AW6062  HISTORY     - 20050515 GOOD             USPSQD
 AW6062
 AW6062                          STATION DESCRIPTION
 AW6062
 AW6062'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 AW6062'THE STATION IS LOCATED ABOUT 15.0 MILES SOUTH-SOUTHEAST
 AW6062'OF LIBERTY, JUST SOUTHEAST OF A CROSSROAD INTERSECTION AND
 AW6062'IN THE NORTHWEST CORNER OF A PASTURE.  IT IS 145.0 FEET
 AW6062'EAST OF THE CENTER OF FARM ROAD 563 AND 85.0 FEET EAST OF
 AW6062'A NORTH-SOUTH FENCE LINE.  IT IS A 4 LEGGED STEEL STRUCTURE
 AW6062'SUPPORTING THE BEACON PROPER AND THE OVERALL HEIGHT IS ABOUT
 AW6062'75.0 FEET.
 AW6062'
 AW6062'TO REACH THE STATION FROM THE POST OFFICE IN LIBERTY, GO
 AW6062'SOUTH ON STATE HIGHWAY 146 FOR 0.2 MILE TO U.S. HIGHWAY
 AW6062'90.  TURN LEFT, EAST, ON U.S. HIGHWAY 90 FOR 0.8 MILE TO
 AW6062'FARM ROAD 563.  TURN RIGHT, SOUTH, ON FARM ROAD 563 AND GO
 AW6062'SOUTH-SOUTHEAST FOR 13.4 MILES TO A CROSSROAD INTERSECTION
 AW6062'AND THE BEACON AT A SOUTHEAST ANGLE AS DESCRIBED.
 AW6062'
 AW6062'THE BEACON AT THE TOP OF THE TOWER WAS OBSERVED.
 AW6062
 AW6062                          STATION RECOVERY (2004)
 AW6062
 AW6062'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW6062'RECOVERED IN GOOD CONDITION.
 AW6062
 AW6062                          STATION RECOVERY (2005)
 AW6062
 AW6062'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW6062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6673 ***********************************************************************
 AW6673  DESIGNATION -  HOUSTON P M GRENADER CO TANK
 AW6673  PID         -  AW6673
 AW6673  STATE/COUNTY-  TX/HARRIS
 AW6673  USGS QUAD   -  SETTEGAST (1995)
 AW6673
 AW6673                         *CURRENT SURVEY CONTROL
 AW6673  ___________________________________________________________________
 AW6673* NAD 83(1993)-  29 47 09.99721(N)    095 17 04.81871(W)     ADJUSTED  
 AW6673* NAVD 88     -                                                        
 AW6673  ___________________________________________________________________
 AW6673  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6673  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6673
 AW6673  HORZ ORDER  -  THIRD
 AW6673
 AW6673.The horizontal coordinates were established by classical geodetic methods
 AW6673.and adjusted by the National Geodetic Survey in February 1996..
 AW6673
 AW6673
 AW6673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6673
 AW6673.The geoid height was determined by GEOID03.
 AW6673
 AW6673;                    North         East     Units Scale Factor Converg.
 AW6673;SPC TXSC     - 4,222,126.523   959,145.988   MT  0.99989415   +1 49 12.7
 AW6673;SPC TXSC     -13,852,093.43  3,146,798.13   sFT  0.99989415   +1 49 12.7
 AW6673;UTM  15      - 3,297,273.136   279,147.831   MT  1.00020184   -1 08 07.4
 AW6673
 AW6673                          SUPERSEDED SURVEY CONTROL
 AW6673
 AW6673  NAD 83(1986)-  29 47 10.01198(N)    095 17 04.79965(W) AD(       ) 4
 AW6673  NAD 27      -  29 47 09.19604(N)    095 17 04.03097(W) AD(       ) 3
 AW6673
 AW6673.Superseded values are not recommended for survey control.
 AW6673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6673.See file dsdata.txt to determine how the superseded data were derived.
 AW6673
 AW6673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7914897273(NAD 83)
 AW6673_MARKER: 53 = ELEVATED TANK
 AW6673
 AW6673  HISTORY     - Date     Condition        Report By
 AW6673  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6673
 AW6673                          STATION DESCRIPTION
 AW6673
 AW6673'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6673'THE STATION IS LOCATED 7 MILES EAST AND 2-1/2 MILES NORTH OF THE
 AW6673'CENTER OF HOUSTON AND AT 242 MCCARTY DRIVE.
 AW6673'
 AW6673'IT IS A WATER TANK WITH FOUR LACED CHANNEL STEEL LEGS AND HAS A
 AW6673'CONICAL ROOF AND A HEMISPHERICAL BOTTOM, SILVER IN COLOR WITH
 AW6673'BLACK LETTERING TEXAS OXGEN CO. AND GREEN LETTERING TEXOC PAINTED
 AW6673'ON THE SIDE OF THE TANK.  THE OVER-ALL HEIGHT IS 145 FEET.
 AW6673'
 AW6673'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6696 ***********************************************************************
 AW6696  DESIGNATION -  HOUSTON PAPER STOCK CO TANK
 AW6696  PID         -  AW6696
 AW6696  STATE/COUNTY-  TX/HARRIS
 AW6696  USGS QUAD   -  SETTEGAST (1995)
 AW6696
 AW6696                         *CURRENT SURVEY CONTROL
 AW6696  ___________________________________________________________________
 AW6696* NAD 83(1993)-  29 45 59.10874(N)    095 20 43.92558(W)     ADJUSTED  
 AW6696* NAVD 88     -                                                        
 AW6696  ___________________________________________________________________
 AW6696  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6696  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6696
 AW6696  HORZ ORDER  -  THIRD
 AW6696
 AW6696.The horizontal coordinates were established by classical geodetic methods
 AW6696.and adjusted by the National Geodetic Survey in February 1996..
 AW6696
 AW6696
 AW6696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6696
 AW6696.The geoid height was determined by GEOID03.
 AW6696
 AW6696;                    North         East     Units Scale Factor Converg.
 AW6696;SPC TXSC     - 4,219,759.700   953,332.721   MT  0.99989151   +1 47 25.3
 AW6696;SPC TXSC     -13,844,328.28  3,127,725.77   sFT  0.99989151   +1 47 25.3
 AW6696;UTM  15      - 3,295,208.520   273,218.334   MT  1.00023460   -1 09 53.9
 AW6696
 AW6696                          SUPERSEDED SURVEY CONTROL
 AW6696
 AW6696  NAD 83(1986)-  29 45 59.12325(N)    095 20 43.90658(W) AD(       ) 4
 AW6696  NAD 27      -  29 45 58.30337(N)    095 20 43.13127(W) AD(       ) 3
 AW6696
 AW6696.Superseded values are not recommended for survey control.
 AW6696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6696.See file dsdata.txt to determine how the superseded data were derived.
 AW6696
 AW6696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7321895209(NAD 83)
 AW6696_MARKER: 53 = ELEVATED TANK
 AW6696
 AW6696  HISTORY     - Date     Condition        Report By
 AW6696  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6696
 AW6696                          STATION DESCRIPTION
 AW6696
 AW6696'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6696'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF THE CENTER OF
 AW6696'HOUSTON AND AT GRAYSON AND CARR STREETS.
 AW6696'
 AW6696'IT IS A WATER TANK WITH FOUR LACED CHANNEL STEEL LEGS AND HAS A
 AW6696'CONICAL ROOF AND A HEMISPHERICAL BOTTOM, SILVER IN COLOR WITH BLACK
 AW6696'LETTERING HOUSTON PAPER STOCK CO PAINTED ON THE SIDE OF THE TANK.
 AW6696'THE OVER-ALL HEIGHT IS APPROXIMATELY 170 FEET.  THE TANK WAS BUILT
 AW6696'IN 1913.
 AW6696'
 AW6696'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6523 ***********************************************************************
 AW6523  DESIGNATION -  HOUSTON PARK PLACE BAP CHURCH
 AW6523  PID         -  AW6523
 AW6523  STATE/COUNTY-  TX/HARRIS
 AW6523  USGS QUAD   -  PARK PLACE (1995)
 AW6523
 AW6523                         *CURRENT SURVEY CONTROL
 AW6523  ___________________________________________________________________
 AW6523* NAD 83(1993)-  29 40 51.61753(N)    095 16 36.05450(W)     ADJUSTED  
 AW6523* NAVD 88     -                                                        
 AW6523  ___________________________________________________________________
 AW6523  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW6523  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6523
 AW6523  HORZ ORDER  -  THIRD
 AW6523
 AW6523.The horizontal coordinates were established by classical geodetic methods
 AW6523.and adjusted by the National Geodetic Survey in February 1996..
 AW6523
 AW6523
 AW6523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6523
 AW6523.The geoid height was determined by GEOID03.
 AW6523
 AW6523;                    North         East     Units Scale Factor Converg.
 AW6523;SPC TXSC     - 4,210,507.573   960,288.909   MT  0.99988142   +1 49 26.8
 AW6523;SPC TXSC     -13,813,973.60  3,150,547.86   sFT  0.99988142   +1 49 26.8
 AW6523;UTM  15      - 3,285,607.079   279,690.682   MT  1.00019890   -1 07 40.1
 AW6523
 AW6523                          SUPERSEDED SURVEY CONTROL
 AW6523
 AW6523  NAD 83(1986)-  29 40 51.63198(N)    095 16 36.03489(W) AD(       ) 4
 AW6523  NAD 27      -  29 40 50.80444(N)    095 16 35.26441(W) AD(       ) 3
 AW6523
 AW6523.Superseded values are not recommended for survey control.
 AW6523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6523.See file dsdata.txt to determine how the superseded data were derived.
 AW6523
 AW6523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7969185607(NAD 83)
 AW6523_MARKER: 90 = CHURCH SPIRE
 AW6523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6523+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003
 AW6523
 AW6523  HISTORY     - Date     Condition        Report By
 AW6523  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6523  HISTORY     - 1978     GOOD             NGS
 AW6523  HISTORY     - 19931123 GOOD             USPSQD
 AW6523  HISTORY     - 20031019 GOOD             USPSQD
 AW6523
 AW6523                          STATION DESCRIPTION
 AW6523
 AW6523'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6523'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF THE CENTER OF
 AW6523'HOUSTON AT THE INTERSECTION OF DIXIE DRIVE AND BROADWAY STREET.
 AW6523'
 AW6523'THE SPIRE IS ON A STRUCTURE ABOUT THIRTY YARDS IN FRONT OF THE
 AW6523'CHURCH BUILDING.  THE LOWER PART IS MADE UP OF THREE RED BRICK
 AW6523'COLUMNS.  JUST ABOVE THE COLUMNS IS A SQUARE LATTICEWORK STRUCTURE
 AW6523'PAINTED WHITE AND ON TOP OF THIS IS THE SPIRE.  ON TOP OF THE
 AW6523'SPIRE IS A CROSS.  BOTH SPIRE AND CROSS ARE PAINTED WHITE.  THE
 AW6523'OVER-ALL HEIGHT IS 143 FEET.
 AW6523'
 AW6523'THE POINT INTERSECTED WAS THE BASE OF THE CROSS.
 AW6523
 AW6523                          STATION RECOVERY (1978)
 AW6523
 AW6523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (EEE)
 AW6523'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6523
 AW6523                          STATION RECOVERY (1993)
 AW6523
 AW6523'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6523'RECOVERED IN GOOD CONDITION.
 AW6523
 AW6523                          STATION RECOVERY (2003)
 AW6523
 AW6523'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6627 ***********************************************************************
 AW6627  DESIGNATION -  HOUSTON PARKWEST WATER TANK
 AW6627  PID         -  AW6627
 AW6627  STATE/COUNTY-  TX/HARRIS
 AW6627  USGS QUAD   -  BELLAIRE (1995)
 AW6627
 AW6627                         *CURRENT SURVEY CONTROL
 AW6627  ___________________________________________________________________
 AW6627* NAD 83(1993)-  29 39 56.87688(N)    095 29 51.07231(W)     ADJUSTED  
 AW6627* NAVD 88     -                                                        
 AW6627  ___________________________________________________________________
 AW6627  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6627  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW6627
 AW6627  HORZ ORDER  -  THIRD
 AW6627
 AW6627.The horizontal coordinates were established by classical geodetic methods
 AW6627.and adjusted by the National Geodetic Survey in February 1996..
 AW6627
 AW6627
 AW6627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6627
 AW6627.The geoid height was determined by GEOID03.
 AW6627
 AW6627;                    North         East     Units Scale Factor Converg.
 AW6627;SPC TXSC     - 4,208,162.857   938,976.428   MT  0.99987986   +1 42 57.3
 AW6627;SPC TXSC     -13,806,280.97  3,080,625.16   sFT  0.99987986   +1 42 57.3
 AW6627;UTM  15      - 3,284,362.685   258,277.625   MT  1.00032100   -1 14 12.2
 AW6627
 AW6627                          SUPERSEDED SURVEY CONTROL
 AW6627
 AW6627  NAD 83(1986)-  29 39 56.89094(N)    095 29 51.05379(W) AD(       ) 4
 AW6627  NAD 27      -  29 39 56.06056(N)    095 29 50.26288(W) AD(       ) 3
 AW6627
 AW6627.Superseded values are not recommended for survey control.
 AW6627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6627.See file dsdata.txt to determine how the superseded data were derived.
 AW6627
 AW6627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5827884363(NAD 83)
 AW6627_MARKER: 53 = ELEVATED TANK
 AW6627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6627+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 AW6627
 AW6627  HISTORY     - Date     Condition        Report By
 AW6627  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6627  HISTORY     - 19940105 GOOD             USPSQD
 AW6627  HISTORY     - 20031128 GOOD             USPSQD
 AW6627
 AW6627                          STATION DESCRIPTION
 AW6627
 AW6627'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6627'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF WILLOWBEND
 AW6627'BOULEVARD AND BRAEWICK STREET IN THE SOUTHWEST PART OF HOUSTON.
 AW6627'
 AW6627'THE STATION IS A PEDESTAL SPHERE TYPE WATER TANK WHICH IS PAINTED
 AW6627'GREY AND HAS AN OVER-ALL HEIGHT OF ABOUT 135 FEET.
 AW6627'
 AW6627'THE POINT INTERSECTED WAS THE APEX OF THE WATER TANK.
 AW6627
 AW6627                          STATION RECOVERY (1994)
 AW6627
 AW6627'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6627'RECOVERED IN GOOD CONDITION.
 AW6627
 AW6627                          STATION RECOVERY (2003)
 AW6627
 AW6627'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW6627'TANK IS NOW LIGHT BLUE, AND IS LOCATED 200 FEET SOUTH OF A CYLINDRICAL
 AW6627'WATER TOWER ABOUT 50 FEET TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1308 ***********************************************************************
 AJ1308  DESIGNATION -  HOUSTON PLINE CAMP WATER TANK
 AJ1308  PID         -  AJ1308
 AJ1308  STATE/COUNTY-  TX/DUVAL
 AJ1308  USGS QUAD   -  BRUNI (1972)
 AJ1308
 AJ1308                         *CURRENT SURVEY CONTROL
 AJ1308  ___________________________________________________________________
 AJ1308* NAD 83(1993)-  27 27 57.64064(N)    098 46 36.08485(W)     ADJUSTED  
 AJ1308* NAVD 88     -                                                        
 AJ1308  ___________________________________________________________________
 AJ1308  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AJ1308  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AJ1308
 AJ1308  HORZ ORDER  -  THIRD
 AJ1308
 AJ1308.The horizontal coordinates were established by classical geodetic methods
 AJ1308.and adjusted by the National Geodetic Survey in February 1996..
 AJ1308
 AJ1308
 AJ1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1308
 AJ1308.The geoid height was determined by GEOID03.
 AJ1308
 AJ1308;                    North         East     Units Scale Factor Converg.
 AJ1308;SPC TX S     - 5,199,384.432   272,653.255   MT  0.99992759   -0 07 32.2
 AJ1308;SPC TX S     -17,058,313.76    894,529.89   sFT  0.99992759   -0 07 32.2
 AJ1308;UTM  14      - 3,038,071.825   522,063.693   MT  0.99960601   +0 06 10.8
 AJ1308
 AJ1308                          SUPERSEDED SURVEY CONTROL
 AJ1308
 AJ1308  NAD 83(1986)-  27 27 57.64498(N)    098 46 36.05848(W) AD(       ) 4
 AJ1308  NAD 27      -  27 27 56.52000(N)    098 46 34.99000(W) AD(       ) 3
 AJ1308
 AJ1308.Superseded values are not recommended for survey control.
 AJ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1308.See file dsdata.txt to determine how the superseded data were derived.
 AJ1308
 AJ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2206438072(NAD 83)
 AJ1308_MARKER: 51 = TANK
 AJ1308
 AJ1308  HISTORY     - Date     Condition        Report By
 AJ1308  HISTORY     - 1935     FIRST OBSERVED   CGS
 AJ1308
 AJ1308                          STATION DESCRIPTION
 AJ1308
 AJ1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1308'POINT OBSERVED UPON IS CENTER OF WATER SUPPLY TANK AT HOUSTON
 AJ1308'PIPE LINE CAMP.  STEEL TANK, ABOUT 50 FEET HIGH.
 AJ1308'
 AJ1308'OBSERVED UPON FROM STATIONS LAUREL AND STAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6653 ***********************************************************************
 AW6653  DESIGNATION -  HOUSTON POLICE RADIO MAST
 AW6653  PID         -  AW6653
 AW6653  STATE/COUNTY-  TX/HARRIS
 AW6653  USGS QUAD   -  SETTEGAST (1995)
 AW6653
 AW6653                         *CURRENT SURVEY CONTROL
 AW6653  ___________________________________________________________________
 AW6653* NAD 83(1993)-  29 45 55.58596(N)    095 22 12.53478(W)     ADJUSTED  
 AW6653* NAVD 88     -                                                        
 AW6653  ___________________________________________________________________
 AW6653  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW6653  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW6653
 AW6653  HORZ ORDER  -  THIRD
 AW6653
 AW6653.The horizontal coordinates were established by classical geodetic methods
 AW6653.and adjusted by the National Geodetic Survey in February 1996..
 AW6653
 AW6653
 AW6653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6653
 AW6653.The geoid height was determined by GEOID03.
 AW6653
 AW6653;                    North         East     Units Scale Factor Converg.
 AW6653;SPC TXSC     - 4,219,577.180   950,957.076   MT  0.99989138   +1 46 41.9
 AW6653;SPC TXSC     -13,843,729.46  3,119,931.67   sFT  0.99989138   +1 46 41.9
 AW6653;UTM  15      - 3,295,148.708   270,835.605   MT  1.00024801   -1 10 37.8
 AW6653
 AW6653                          SUPERSEDED SURVEY CONTROL
 AW6653
 AW6653  NAD 83(1986)-  29 45 55.60029(N)    095 22 12.51584(W) AD(       ) 4
 AW6653  NAD 27      -  29 45 54.78123(N)    095 22 11.73776(W) AD(       ) 3
 AW6653
 AW6653.Superseded values are not recommended for survey control.
 AW6653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6653.See file dsdata.txt to determine how the superseded data were derived.
 AW6653
 AW6653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7083695149(NAD 83)
 AW6653_MARKER: 42 = RADIO/TV MAST
 AW6653
 AW6653  HISTORY     - Date     Condition        Report By
 AW6653  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6653  HISTORY     - 1963     GOOD             CGS
 AW6653  HISTORY     - 1968     GOOD             CGS
 AW6653  HISTORY     - 19931123 GOOD             USPSQD
 AW6653  HISTORY     - 20040325 GOOD             USPSQD
 AW6653
 AW6653                          STATION DESCRIPTION
 AW6653
 AW6653'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6653'THE STATION IS LOCATED IN THE CITY OF HOUSTON.  IT IS CENTRALLY
 AW6653'LOCATED BETWEEN U.S. HIGHWAYS 90 AND 75A AND WEST CAPIOL STREET
 AW6653'AND RESINER AND ROBINET STREETS.  IT IS A 4-LEGGED STEEL STRUCTURE
 AW6653'SET IN A CONCRETE BASE, HAVING AN OVERALL HEIGHT OF 500
 AW6653'FEET.  THE LIGHT AT THE TOP WAS THE POINT OBSERVED.
 AW6653
 AW6653                          STATION RECOVERY (1963)
 AW6653
 AW6653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6653'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AW6653'CONDITION.
 AW6653
 AW6653                          STATION RECOVERY (1968)
 AW6653
 AW6653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6653'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AW6653'GOOD CONDITION.
 AW6653
 AW6653                          STATION RECOVERY (1993)
 AW6653
 AW6653'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6653'RECOVERED IN GOOD CONDITION.
 AW6653
 AW6653                          STATION RECOVERY (2004)
 AW6653
 AW6653'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6671 ***********************************************************************
 AW6671  DESIGNATION -  HOUSTON PORT CITY COMPRESS TK
 AW6671  PID         -  AW6671
 AW6671  STATE/COUNTY-  TX/HARRIS
 AW6671  USGS QUAD   -  SETTEGAST (1995)
 AW6671
 AW6671                         *CURRENT SURVEY CONTROL
 AW6671  ___________________________________________________________________
 AW6671* NAD 83(1993)-  29 45 29.88321(N)    095 16 50.40573(W)     ADJUSTED  
 AW6671* NAVD 88     -                                                        
 AW6671  ___________________________________________________________________
 AW6671  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW6671  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6671
 AW6671  HORZ ORDER  -  THIRD
 AW6671
 AW6671.The horizontal coordinates were established by classical geodetic methods
 AW6671.and adjusted by the National Geodetic Survey in February 1996..
 AW6671
 AW6671
 AW6671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6671
 AW6671.The geoid height was determined by GEOID03.
 AW6671
 AW6671;                    North         East     Units Scale Factor Converg.
 AW6671;SPC TXSC     - 4,219,058.076   959,630.879   MT  0.99989045   +1 49 19.7
 AW6671;SPC TXSC     -13,842,026.37  3,148,388.98   sFT  0.99989045   +1 49 19.7
 AW6671;UTM  15      - 3,294,182.819   279,473.989   MT  1.00020007   -1 07 56.8
 AW6671
 AW6671                          SUPERSEDED SURVEY CONTROL
 AW6671
 AW6671  NAD 83(1986)-  29 45 29.89793(N)    095 16 50.38658(W) AD(       ) 4
 AW6671  NAD 27      -  29 45 29.07836(N)    095 16 49.61711(W) AD(       ) 3
 AW6671
 AW6671.Superseded values are not recommended for survey control.
 AW6671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6671.See file dsdata.txt to determine how the superseded data were derived.
 AW6671
 AW6671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7947494183(NAD 83)
 AW6671_MARKER: 53 = ELEVATED TANK
 AW6671
 AW6671  HISTORY     - Date     Condition        Report By
 AW6671  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6671
 AW6671                          STATION DESCRIPTION
 AW6671
 AW6671'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6671'THE STATION IS LOCATED 7 MILES EAST OF THE CENTER OF HOUSTON AND
 AW6671'AT 8300 BUCHANAN STREET.  IT IS A WATER TANK WITH FOUR LACED CHANNEL
 AW6671'STEEL LEGS AND HAS A CONICAL ROOF AND A HEMISPHERICAL BOTTOM,
 AW6671'SILVER IN COLOR WITH BLACK LETTERING PORT CITY COMPRESS PAINTED ON
 AW6671'THE SIDE OF THE TANK.  THE OVER-ALL HEIGHT IS 136 FEET.  THIS TANK
 AW6671'WAS BUILT IN 1929.
 AW6671'
 AW6671'THE POINT INTERSECTED WAS THE BALL AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6425 ***********************************************************************
 AW6425  DESIGNATION -  HOUSTON POWER AND LIGHT CO TK
 AW6425  PID         -  AW6425
 AW6425  STATE/COUNTY-  TX/HARRIS
 AW6425  USGS QUAD   -  PASADENA (1995)
 AW6425
 AW6425                         *CURRENT SURVEY CONTROL
 AW6425  ___________________________________________________________________
 AW6425* NAD 83(1993)-  29 43 17.73028(N)    095 13 32.20209(W)     ADJUSTED  
 AW6425* NAVD 88     -                                                        
 AW6425  ___________________________________________________________________
 AW6425  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW6425  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6425
 AW6425  HORZ ORDER  -  THIRD
 AW6425
 AW6425.The horizontal coordinates were established by classical geodetic methods
 AW6425.and adjusted by the National Geodetic Survey in February 1996..
 AW6425
 AW6425
 AW6425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6425
 AW6425.The geoid height was determined by GEOID03.
 AW6425
 AW6425;                    North         East     Units Scale Factor Converg.
 AW6425;SPC TXSC     - 4,215,162.067   965,083.879   MT  0.99988594   +1 50 56.8
 AW6425;SPC TXSC     -13,829,244.21  3,166,279.36   sFT  0.99988594   +1 50 56.8
 AW6425;UTM  15      - 3,290,009.748   284,720.543   MT  1.00017186   -1 06 13.9
 AW6425
 AW6425                          SUPERSEDED SURVEY CONTROL
 AW6425
 AW6425  NAD 83(1986)-  29 43 17.74541(N)    095 13 32.18298(W) AD(       ) 4
 AW6425  NAD 27      -  29 43 16.92097(N)    095 13 31.41919(W) AD(       ) 3
 AW6425
 AW6425.Superseded values are not recommended for survey control.
 AW6425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6425.See file dsdata.txt to determine how the superseded data were derived.
 AW6425
 AW6425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8472190010(NAD 83)
 AW6425_MARKER: 53 = ELEVATED TANK
 AW6425
 AW6425  HISTORY     - Date     Condition        Report By
 AW6425  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6425  HISTORY     - 1952     GOOD             CGS
 AW6425  HISTORY     - 1955     GOOD             CGS
 AW6425
 AW6425                          STATION DESCRIPTION
 AW6425
 AW6425'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6425'STATION RECOVERED.  IT HAD NOT BEEN PREVIOUSLY DESCRIBED.
 AW6425'IT IS LOCATED AT ENTRANCE TO THE HOUSTON LIGHTING AND POWER
 AW6425'COMPANYS DEEPWATER PLANT.  IT IS PAINTED ALUMINUM AND IS
 AW6425'175 FT. HIGH.  IT IS 50 FT. W OF THE ROAD, AND APPROXIMATELY
 AW6425'1200 FT. SE OF THE GENERATING PLANT.
 AW6425'
 AW6425'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE
 AW6425'HIGHWAY 225 IN THE HARRISBURG SECTION OF HOUSTON, GO E
 AW6425'ALONG STATE HIGHWAY 225 FOR 3.2 MI. TO DEEPWATER ROAD, TURN
 AW6425'N AND GO APPROXIMATELY 0.75 MI. TO A POWER PLANT AND THE
 AW6425'STATION.
 AW6425
 AW6425                          STATION RECOVERY (1955)
 AW6425
 AW6425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6425'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 AW6425'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6659 ***********************************************************************
 AW6659  DESIGNATION -  HOUSTON PPG CO WATER TANK
 AW6659  PID         -  AW6659
 AW6659  STATE/COUNTY-  TX/HARRIS
 AW6659  USGS QUAD   -  SETTEGAST (1995)
 AW6659
 AW6659                         *CURRENT SURVEY CONTROL
 AW6659  ___________________________________________________________________
 AW6659* NAD 83(1993)-  29 47 47.43441(N)    095 17 57.80719(W)     ADJUSTED  
 AW6659* NAVD 88     -                                                        
 AW6659  ___________________________________________________________________
 AW6659  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW6659  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6659
 AW6659  HORZ ORDER  -  THIRD
 AW6659
 AW6659.The horizontal coordinates were established by classical geodetic methods
 AW6659.and adjusted by the National Geodetic Survey in February 1996..
 AW6659
 AW6659
 AW6659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6659
 AW6659.The geoid height was determined by GEOID03.
 AW6659
 AW6659;                    North         East     Units Scale Factor Converg.
 AW6659;SPC TXSC     - 4,223,233.456   957,687.169   MT  0.99989559   +1 48 46.7
 AW6659;SPC TXSC     -13,855,725.10  3,142,011.99   sFT  0.99989559   +1 48 46.7
 AW6659;UTM  15      - 3,298,454.189   277,747.597   MT  1.00020950   -1 08 35.1
 AW6659
 AW6659                          SUPERSEDED SURVEY CONTROL
 AW6659
 AW6659  NAD 83(1986)-  29 47 47.44894(N)    095 17 57.78833(W) AD(       ) 4
 AW6659  NAD 27      -  29 47 46.63324(N)    095 17 57.01900(W) AD(       ) 3
 AW6659
 AW6659.Superseded values are not recommended for survey control.
 AW6659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6659.See file dsdata.txt to determine how the superseded data were derived.
 AW6659
 AW6659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7774898454(NAD 83)
 AW6659_MARKER: 53 = ELEVATED TANK
 AW6659
 AW6659  HISTORY     - Date     Condition        Report By
 AW6659  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6659  HISTORY     - 1963     GOOD             CGS
 AW6659  HISTORY     - 1968     GOOD             CGS
 AW6659  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW6659
 AW6659                          STATION DESCRIPTION
 AW6659
 AW6659'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6659'THE STATION IS LOCATED IN THE EASTERN PART OF HOUSTON, 0.4 MILE
 AW6659'NORTH OF LIBERTY ROAD AND 0.3 MILE EAST OF HOMESTEAD ROAD.
 AW6659'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 AW6659'IT IS SILVER COLOR AND HAS AN OVERALL HEIGHT OF 130 FEET.
 AW6659'THE BALL AT THE APEX WAS THE POINT OBSERVED.
 AW6659
 AW6659                          STATION RECOVERY (1963)
 AW6659
 AW6659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6659'THE STATION WAS RECOVERED AS DESCRIBED, ADDITIONAL INFORMATION
 AW6659'FOLLOWS.  IT IS 0.1 MILE (NOT 0.4) NORTH OF LIBERTY ROAD,
 AW6659'0.7 MILE WEST OF THE ENGLEWOOD YARD OFFICE OF THE SOUTHERN
 AW6659'PACIFIC RAILROAD.  IT IS PAINTED WHITE WITH FOUR LACE CHANNEL
 AW6659'LEGS, A CONICAL ROOF AND A HEMISPHERICAL BOTTOM.
 AW6659
 AW6659                          STATION RECOVERY (1968)
 AW6659
 AW6659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6659'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  THE
 AW6659'PHYSICAL ADDRESS IS 6621 LIBERTY ROAD.
 AW6659'
 AW6659'THE COMPANY IS NOW KNOWN AS PPG INDUSTRIES.
 AW6659'
 AW6659'THE BALL AT THE APEX WAS INTERSECTED.
 AW6659
 AW6659                          STATION RECOVERY (1996)
 AW6659
 AW6659'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6595 ***********************************************************************
 AW6595  DESIGNATION -  HOUSTON PRUDENTIAL BLDG FLAG
 AW6595  PID         -  AW6595
 AW6595  STATE/COUNTY-  TX/HARRIS
 AW6595  USGS QUAD   -  BELLAIRE (1995)
 AW6595
 AW6595                         *CURRENT SURVEY CONTROL
 AW6595  ___________________________________________________________________
 AW6595* NAD 83(1993)-  29 42 18.92062(N)    095 24 04.00752(W)     ADJUSTED  
 AW6595* NAVD 88     -                                                        
 AW6595  ___________________________________________________________________
 AW6595  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6595  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6595
 AW6595  HORZ ORDER  -  THIRD
 AW6595
 AW6595.The horizontal coordinates were established by classical geodetic methods
 AW6595.and adjusted by the National Geodetic Survey in February 1996..
 AW6595
 AW6595
 AW6595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6595
 AW6595.The geoid height was determined by GEOID03.
 AW6595
 AW6595;                    North         East     Units Scale Factor Converg.
 AW6595;SPC TXSC     - 4,212,817.197   948,169.406   MT  0.99988406   +1 45 47.3
 AW6595;SPC TXSC     -13,821,551.09  3,110,785.79   sFT  0.99988406   +1 45 47.3
 AW6595;UTM  15      - 3,288,538.955   267,702.054   MT  1.00026586   -1 11 25.4
 AW6595
 AW6595                          SUPERSEDED SURVEY CONTROL
 AW6595
 AW6595  NAD 83(1986)-  29 42 18.93518(N)    095 24 03.98836(W) AD(       ) 4
 AW6595  NAD 27      -  29 42 18.10725(N)    095 24 03.20666(W) AD(       ) 3
 AW6595
 AW6595.Superseded values are not recommended for survey control.
 AW6595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6595.See file dsdata.txt to determine how the superseded data were derived.
 AW6595
 AW6595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6770288539(NAD 83)
 AW6595_MARKER: 62 = FLAGPOLE
 AW6595
 AW6595  HISTORY     - Date     Condition        Report By
 AW6595  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6595  HISTORY     - 1987     GOOD             USPSQD
 AW6595  HISTORY     - 19931030 GOOD             USPSQD
 AW6595
 AW6595                          STATION DESCRIPTION
 AW6595
 AW6595'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6595'THE STATION IS APPROXIMATELY 4-1/2 MILES SOUTHWEST OF THE CENTER OF
 AW6595'HOUSTON AND ON THE HIGHEST LEVEL OF THE ROOF OF THE PRUDENTIAL
 AW6595'LIFE INSURANCE COMPANY BUILDING AT 1100 HOLCOMBE BOULEVARD.
 AW6595'
 AW6595'THE FLAG POLE IS SILVER IN COLOR AND HAS A RED LIGHT AT THE APEX.
 AW6595'THE HEIGHT ABOVE THE ROOF TOP IS 54 FEET.
 AW6595'
 AW6595'THE POINT INTERSECTED WAS THE RED LIGHT.
 AW6595'
 AW6595'NOTE--A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AW6595'PRUDENTIAL 1968, THE DISTANCE BEING 45.35 FEET OR 13.820 METERS.
 AW6595
 AW6595                          STATION RECOVERY (1987)
 AW6595
 AW6595'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6595'RECOVERED IN GOOD CONDITION.
 AW6595
 AW6595                          STATION RECOVERY (1993)
 AW6595
 AW6595'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6602 ***********************************************************************
 AW6602  DESIGNATION -  HOUSTON RAD MAST
 AW6602  PID         -  AW6602
 AW6602  STATE/COUNTY-  TX/HARRIS
 AW6602  USGS QUAD   -  BELLAIRE (1995)
 AW6602
 AW6602                         *CURRENT SURVEY CONTROL
 AW6602  ___________________________________________________________________
 AW6602* NAD 83(1993)-  29 38 31.81509(N)    095 24 50.52666(W)     ADJUSTED  
 AW6602* NAVD 88     -                                                        
 AW6602  ___________________________________________________________________
 AW6602  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AW6602  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6602
 AW6602  HORZ ORDER  -  THIRD
 AW6602
 AW6602.The horizontal coordinates were established by classical geodetic methods
 AW6602.and adjusted by the National Geodetic Survey in February 1996..
 AW6602
 AW6602
 AW6602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6602
 AW6602.The geoid height was determined by GEOID03.
 AW6602
 AW6602;                    North         East     Units Scale Factor Converg.
 AW6602;SPC TXSC     - 4,205,790.151   947,134.033   MT  0.99987757   +1 45 24.5
 AW6602;SPC TXSC     -13,798,496.52  3,107,388.91   sFT  0.99987757   +1 45 24.5
 AW6602;UTM  15      - 3,281,571.854   266,305.573   MT  1.00027390   -1 11 40.1
 AW6602
 AW6602                          SUPERSEDED SURVEY CONTROL
 AW6602
 AW6602  NAD 83(1986)-  29 38 31.82914(N)    095 24 50.50753(W) AD(       ) 4
 AW6602  NAD 27      -  29 38 30.99412(N)    095 24 49.72263(W) AD(       ) 3
 AW6602
 AW6602.Superseded values are not recommended for survey control.
 AW6602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6602.See file dsdata.txt to determine how the superseded data were derived.
 AW6602
 AW6602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6630681572(NAD 83)
 AW6602_MARKER: 42 = RADIO/TV MAST
 AW6602
 AW6602  HISTORY     - Date     Condition        Report By
 AW6602  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6602
 AW6602                          STATION DESCRIPTION
 AW6602
 AW6602'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6602'THE STATION IS LOCATED 0.5 MILE WEST OF 11198 ALMEDA ROAD, HOUSTON.
 AW6602'THE OWNER COULD NOT BE LOCATED NOR THE CALL LETTERS BE VERIFIED.
 AW6602'
 AW6602'THE MAST IS A SINGLE COLUMN LACED STEEL STRUCTURE WITH A U SHAPED
 AW6602'ANTENNA AFFIXED TO THE TOP OF THE MAST.  THE MAST IS SUPPORTED BY
 AW6602'GUY CABLES AND IS PAINTED ALTERNATE RED AND WHITE.  IT IS ABOUT 300
 AW6602'FEET IN OVER-ALL HEIGHT.
 AW6602'
 AW6602'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6655 ***********************************************************************
 AW6655  DESIGNATION -  HOUSTON RAD STA KCOH MAST
 AW6655  PID         -  AW6655
 AW6655  STATE/COUNTY-  TX/HARRIS
 AW6655  USGS QUAD   -  SETTEGAST (1995)
 AW6655
 AW6655                         *CURRENT SURVEY CONTROL
 AW6655  ___________________________________________________________________
 AW6655* NAD 83(1993)-  29 45 21.33546(N)    095 16 35.85514(W)     ADJUSTED  
 AW6655* NAVD 88     -                                                        
 AW6655  ___________________________________________________________________
 AW6655  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW6655  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW6655
 AW6655  HORZ ORDER  -  THIRD
 AW6655
 AW6655.The horizontal coordinates were established by classical geodetic methods
 AW6655.and adjusted by the National Geodetic Survey in February 1996..
 AW6655
 AW6655
 AW6655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6655
 AW6655.The geoid height was determined by GEOID03.
 AW6655
 AW6655;                    North         East     Units Scale Factor Converg.
 AW6655;SPC TXSC     - 4,218,807.479   960,029.938   MT  0.99989015   +1 49 26.9
 AW6655;SPC TXSC     -13,841,204.20  3,149,698.22   sFT  0.99989015   +1 49 26.9
 AW6655;UTM  15      - 3,293,911.901   279,859.720   MT  1.00019797   -1 07 49.3
 AW6655
 AW6655                          SUPERSEDED SURVEY CONTROL
 AW6655
 AW6655  NAD 83(1986)-  29 45 21.35028(N)    095 16 35.83615(W) AD(       ) 4
 AW6655  NAD 27      -  29 45 20.53718(N)    095 16 35.07080(W) AD(       ) 3
 AW6655
 AW6655.Superseded values are not recommended for survey control.
 AW6655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6655.See file dsdata.txt to determine how the superseded data were derived.
 AW6655
 AW6655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7986093912(NAD 83)
 AW6655_MARKER: 42 = RADIO/TV MAST
 AW6655
 AW6655  HISTORY     - Date     Condition        Report By
 AW6655  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6655  HISTORY     - 1963     GOOD             CGS
 AW6655
 AW6655                          STATION DESCRIPTION
 AW6655
 AW6655'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6655'THE STATION IS LOCATED SOUTHEAST OF HOUSTON, NEAR THE SUBURB
 AW6655'OF PORT HOUSTON, 1.5 MILES SOUTH OF MARKET STREET ROAD AND 0.4
 AW6655'MILE EAST OF MC CARTY STREET.  IT IS A STEEL STRUCTURE SET
 AW6655'IN CEMENT WITH AN OVERALL HEIGHT OF 416 FEET.  THE POINT
 AW6655'OBSERVED WAS THE LIGHT AT THE TOP.
 AW6655
 AW6655                          STATION RECOVERY (1963)
 AW6655
 AW6655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6655'STATION RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6762 ***********************************************************************
 AW6762  DESIGNATION -  HOUSTON RAD STA KENR CEN MAST
 AW6762  PID         -  AW6762
 AW6762  STATE/COUNTY-  TX/HARRIS
 AW6762  USGS QUAD   -  ALDINE (1995)
 AW6762
 AW6762                         *CURRENT SURVEY CONTROL
 AW6762  ___________________________________________________________________
 AW6762* NAD 83(1993)-  29 59 34.10121(N)    095 28 24.00375(W)     ADJUSTED  
 AW6762* NAVD 88     -                                                        
 AW6762  ___________________________________________________________________
 AW6762  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6762  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AW6762
 AW6762  HORZ ORDER  -  THIRD
 AW6762
 AW6762.The horizontal coordinates were established by classical geodetic methods
 AW6762.and adjusted by the National Geodetic Survey in February 1996..
 AW6762
 AW6762
 AW6762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6762
 AW6762.The geoid height was determined by GEOID03.
 AW6762
 AW6762;                    North         East     Units Scale Factor Converg.
 AW6762;SPC TXSC     - 4,244,461.718   940,223.654   MT  0.99992898   +1 43 39.9
 AW6762;SPC TXSC     -13,925,371.49  3,084,717.10   sFT  0.99992898   +1 43 39.9
 AW6762;UTM  15      - 3,320,563.620   261,398.080   MT  1.00030245   -1 14 13.1
 AW6762
 AW6762                          SUPERSEDED SURVEY CONTROL
 AW6762
 AW6762  NAD 83(1986)-  29 59 34.11603(N)    095 28 23.98536(W) AD(       ) 4
 AW6762  NAD 27      -  29 59 33.31902(N)    095 28 23.20319(W) AD(       ) 3
 AW6762
 AW6762.Superseded values are not recommended for survey control.
 AW6762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6762.See file dsdata.txt to determine how the superseded data were derived.
 AW6762
 AW6762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6139820564(NAD 83)
 AW6762_MARKER: 42 = RADIO/TV MAST
 AW6762
 AW6762  HISTORY     - Date     Condition        Report By
 AW6762  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6762  HISTORY     - 1982     GOOD             NGS
 AW6762  HISTORY     - 19930106 GOOD             USPSQD
 AW6762
 AW6762                          STATION DESCRIPTION
 AW6762
 AW6762'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6762'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF WESTFIELD AND
 AW6762'1/2 MILE SOUTH OF FARM ROAD 1960.
 AW6762'
 AW6762'TO REACH THE STATION FROM POST OFFICE IN WESTFIELD, GO WEST AND
 AW6762'SOUTHWEST ON FARM ROAD 1960 FOR 2.85 MILES TO A SIDE ROAD LEFT.
 AW6762'TURN LEFT AND GO SOUTH ON WELCOME LANE (DIRT ROAD) FOR 0.45 MILE TO
 AW6762'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST AND SOUTH FOR 0.3 MILE
 AW6762'TO THE ANTENNAE FIELD AND THE STATION.  THE MASTS ARE OWNED BY LAKE
 AW6762'HURON BROADCASTING COMPANY.
 AW6762'
 AW6762'THE MAST INTERSECTED IS THE CENTER ONE OF NINE SINGLE COLUMN STEEL
 AW6762'TRUSSWORK STRUCTURES WHICH ARE SUPPORTED BY GUY CABLES.  EACH MAST
 AW6762'IS 500 FEET IN HEIGHT AND IS PAINTED ALTERNATE RED AND WHITE.  THE
 AW6762'CENTER MAST CAN BE IDENTIFIED WHEN THE OBSTRUCTION LIGHTS ARE ON
 AW6762'AS IT HAS ONLY ONE LIGHT ON TOP.  THE OTHER EIGHT MASTS IN THE
 AW6762'FIELD HAVE SEVERAL OBSTRUCTION LIGHTS SPACED EVENLY FROM THE
 AW6762'GROUND TO THE TOP OF THE MASTS.
 AW6762'
 AW6762'THE POINT INTERSECTED ON THE CENTER MAST WAS THE RED OBSTRUCTION
 AW6762'LIGHT ATOP THE MAST.
 AW6762
 AW6762                          STATION RECOVERY (1982)
 AW6762
 AW6762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (ARB)
 AW6762'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW6762
 AW6762                          STATION RECOVERY (1993)
 AW6762
 AW6762'RECOVERY NOTE BY US POWER SQUADRON 1993 (LT)
 AW6762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6589 ***********************************************************************
 AW6589  DESIGNATION -  HOUSTON RAD STA KILT FM MAST
 AW6589  PID         -  AW6589
 AW6589  STATE/COUNTY-  TX/HARRIS
 AW6589  USGS QUAD   -  BELLAIRE (1995)
 AW6589
 AW6589                         *CURRENT SURVEY CONTROL
 AW6589  ___________________________________________________________________
 AW6589* NAD 83(1993)-  29 44 37.88255(N)    095 23 15.45316(W)     ADJUSTED  
 AW6589* NAVD 88     -                                                        
 AW6589  ___________________________________________________________________
 AW6589  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6589  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW6589
 AW6589  HORZ ORDER  -  THIRD
 AW6589
 AW6589.The horizontal coordinates were established by classical geodetic methods
 AW6589.and adjusted by the National Geodetic Survey in February 1996..
 AW6589
 AW6589
 AW6589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6589
 AW6589.The geoid height was determined by GEOID03.
 AW6589
 AW6589;                    North         East     Units Scale Factor Converg.
 AW6589;SPC TXSC     - 4,217,133.682   949,341.678   MT  0.99988863   +1 46 11.1
 AW6589;SPC TXSC     -13,835,712.76  3,114,631.82   sFT  0.99988863   +1 46 11.1
 AW6589;UTM  15      - 3,292,790.885   269,095.750   MT  1.00025789   -1 11 06.3
 AW6589
 AW6589                          SUPERSEDED SURVEY CONTROL
 AW6589
 AW6589  NAD 83(1986)-  29 44 37.89676(N)    095 23 15.43427(W) AD(       ) 4
 AW6589  NAD 27      -  29 44 37.07379(N)    095 23 14.65449(W) AD(       ) 3
 AW6589
 AW6589.Superseded values are not recommended for survey control.
 AW6589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6589.See file dsdata.txt to determine how the superseded data were derived.
 AW6589
 AW6589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6909692791(NAD 83)
 AW6589_MARKER: 42 = RADIO/TV MAST
 AW6589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6589+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 AW6589
 AW6589  HISTORY     - Date     Condition        Report By
 AW6589  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6589  HISTORY     - 20040507 GOOD             USPSQD
 AW6589
 AW6589                          STATION DESCRIPTION
 AW6589
 AW6589'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6589'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE CENTER OF
 AW6589'HOUSTON AT 500 LOVETT BOULEVARD.
 AW6589'
 AW6589'THE MAST IS THREE-LEGGED, SELF SUPPORTING, STEEL STRUCTURE THAT
 AW6589'FORMS A SINGLE COLUMN ABOUT 90 FEET UP.  IT IS PAINTED ALTERNATE
 AW6589'RED AND WHITE AND HAS A RED LIGHT AT THE TOP.  ON THE SOUTHEAST
 AW6589'SIDE OF THE LIGHT A SMALL ANTENNA PROJECTS UP A FEW FEET.  THE
 AW6589'OVER-ALL HEIGHT IS 231 FEET.
 AW6589'
 AW6589'THE LIGHT AT THE TOP WAS INTERSECTED.
 AW6589
 AW6589                          STATION RECOVERY (2004)
 AW6589
 AW6589'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6717 ***********************************************************************
 AW6717  DESIGNATION -  HOUSTON RAD STA KKC 902 MAST
 AW6717  PID         -  AW6717
 AW6717  STATE/COUNTY-  TX/HARRIS
 AW6717  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6717
 AW6717                         *CURRENT SURVEY CONTROL
 AW6717  ___________________________________________________________________
 AW6717* NAD 83(1993)-  29 45 32.70386(N)    095 23 30.44498(W)     ADJUSTED  
 AW6717* NAVD 88     -                                                        
 AW6717  ___________________________________________________________________
 AW6717  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6717  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW6717
 AW6717  HORZ ORDER  -  THIRD
 AW6717
 AW6717.The horizontal coordinates were established by classical geodetic methods
 AW6717.and adjusted by the National Geodetic Survey in February 1996..
 AW6717
 AW6717
 AW6717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6717
 AW6717.The geoid height was determined by GEOID03.
 AW6717
 AW6717;                    North         East     Units Scale Factor Converg.
 AW6717;SPC TXSC     - 4,218,808.273   948,887.015   MT  0.99989055   +1 46 03.7
 AW6717;SPC TXSC     -13,841,206.81  3,113,140.15   sFT  0.99989055   +1 46 03.7
 AW6717;UTM  15      - 3,294,487.315   268,727.887   MT  1.00025998   -1 11 15.7
 AW6717
 AW6717                          SUPERSEDED SURVEY CONTROL
 AW6717
 AW6717  NAD 83(1986)-  29 45 32.71814(N)    095 23 30.42608(W) AD(       ) 4
 AW6717  NAD 27      -  29 45 31.89390(N)    095 23 29.64602(W) AD(       ) 3
 AW6717
 AW6717.Superseded values are not recommended for survey control.
 AW6717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6717.See file dsdata.txt to determine how the superseded data were derived.
 AW6717
 AW6717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6872894487(NAD 83)
 AW6717_MARKER: 42 = RADIO/TV MAST
 AW6717
 AW6717  HISTORY     - Date     Condition        Report By
 AW6717  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6717  HISTORY     - 1963     GOOD             CGS
 AW6717  HISTORY     - 1968     GOOD             CGS
 AW6717  HISTORY     - 20040619 MARK NOT FOUND   USPSQD
 AW6717
 AW6717                          STATION DESCRIPTION
 AW6717
 AW6717'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6717'THE STATION IS LOCATED IN THE WESTERN PART OF HOUSTON, 0.05
 AW6717'MILE NORTH OF WEST DALLAS STREET AND 200 FEET EAST OF LINCOLN
 AW6717'STREET.  IT IS A 3-LEGGED STEEL STRUCTURE SET IN A CONCRETE
 AW6717'BASE.  IT HAS AN OVERALL HEIGHT OF 360 FEET.  THE LIGHT
 AW6717'AT THE TOP WAS THE POINT OBSERVED.  NOTE--OWNED BY HOUSTON
 AW6717'LIGHTING AND POWER CO.
 AW6717
 AW6717                          STATION RECOVERY (1963)
 AW6717
 AW6717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6717'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AW6717'GOOD CONDITION.
 AW6717
 AW6717                          STATION RECOVERY (1968)
 AW6717
 AW6717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6717'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 AW6717'CONDITION.
 AW6717
 AW6717                          STATION RECOVERY (2004)
 AW6717
 AW6717'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6717'NEW TOWN HOUSES HERE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6752 ***********************************************************************
 AW6752  DESIGNATION -  HOUSTON RAD STA KLEE N MAST
 AW6752  PID         -  AW6752
 AW6752  STATE/COUNTY-  TX/HARRIS
 AW6752  USGS QUAD   -  ALDINE (1995)
 AW6752
 AW6752                         *CURRENT SURVEY CONTROL
 AW6752  ___________________________________________________________________
 AW6752* NAD 83(1993)-  29 55 10.66107(N)    095 25 35.30822(W)     ADJUSTED  
 AW6752* NAVD 88     -                                                        
 AW6752  ___________________________________________________________________
 AW6752  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6752  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW6752
 AW6752  HORZ ORDER  -  THIRD
 AW6752
 AW6752.The horizontal coordinates were established by classical geodetic methods
 AW6752.and adjusted by the National Geodetic Survey in February 1996..
 AW6752
 AW6752
 AW6752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6752
 AW6752.The geoid height was determined by GEOID03.
 AW6752
 AW6752;                    North         East     Units Scale Factor Converg.
 AW6752;SPC TXSC     - 4,236,491.478   944,990.717   MT  0.99991516   +1 45 02.6
 AW6752;SPC TXSC     -13,899,222.46  3,100,357.04   sFT  0.99991516   +1 45 02.6
 AW6752;UTM  15      - 3,312,354.591   265,748.359   MT  1.00027708   -1 12 39.0
 AW6752
 AW6752                          SUPERSEDED SURVEY CONTROL
 AW6752
 AW6752  NAD 83(1986)-  29 55 10.67586(N)    095 25 35.28974(W) AD(       ) 4
 AW6752  NAD 27      -  29 55 09.87121(N)    095 25 34.51066(W) AD(       ) 3
 AW6752
 AW6752.Superseded values are not recommended for survey control.
 AW6752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6752.See file dsdata.txt to determine how the superseded data were derived.
 AW6752
 AW6752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6574812355(NAD 83)
 AW6752_MARKER: 42 = RADIO/TV MAST
 AW6752
 AW6752  HISTORY     - Date     Condition        Report By
 AW6752  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6752  HISTORY     - 1968     GOOD             CGS
 AW6752  HISTORY     - 1973     GOOD             NGS
 AW6752
 AW6752                          STATION DESCRIPTION
 AW6752
 AW6752'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6752'THE STATION IS LOCATED ABOUT 13.0 MILES NORTH-NORTHWEST OF THE
 AW6752'HARRIS COUNTY COURTHOUSE IN HOUSTON AND 0.8 MILE WEST OF
 AW6752'U.S. HIGHWAY NO. 75.
 AW6752'
 AW6752'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES,
 AW6752'IS PAINTED ALTERNATELY RED AND WHITE AND HAS A RED FLASHER
 AW6752'AT THE APEX OF THE MAST.  IT HAS AN OVER-ALL HEIGHT OF 402.5
 AW6752'FEET AND IS THE MOST NORTHERLY OF FOUR IDENTICAL MAST.
 AW6752'
 AW6752'THE POINT OBSERVED UPON WAS THE LIGHT AT THE APEX OF THE MAST.
 AW6752'
 AW6752'TO REACH THE STATION FROM THE HARRIS COUNTY COURTHOUSE IN
 AW6752'HOUSTON, GO NORTHWESTERLY ON U.S. HIGHWAY NO. 75 FOR ABOUT
 AW6752'12.5 MILES TO WEST ROAD, TURN LEFT ON WEST ROAD AND GO WEST
 AW6752'FOR 0.8 MILE TO A DRIVE ON THE RIGHT LEADING INTO A BRICK
 AW6752'CONTROL SHACK AT FOUR RADIO MAST AND THE STATION AS DESCRIBED.
 AW6752
 AW6752                          STATION RECOVERY (1968)
 AW6752
 AW6752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6752'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1952.
 AW6752'
 AW6752'THE NAME WAS CHANGED THIS DATE.  THE PREVIOUS RECORDS CARRY
 AW6752'THE NAME AS--RADIO STATION KLEE NORTHERLY MAST.
 AW6752
 AW6752                          STATION RECOVERY (1973)
 AW6752
 AW6752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 AW6752'STATION WAS RECOVERED IN CONDITION.  THE CALL LETTERS FOR THE RADIO
 AW6752'STATION ARE KILT.
 AW6752'
 AW6752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES NNW OF
 AW6752'HOUSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6759 ***********************************************************************
 AW6759  DESIGNATION -  HOUSTON RAD STA KLEE S MAST
 AW6759  PID         -  AW6759
 AW6759  STATE/COUNTY-  TX/HARRIS
 AW6759  USGS QUAD   -  ALDINE (1995)
 AW6759
 AW6759                         *CURRENT SURVEY CONTROL
 AW6759  ___________________________________________________________________
 AW6759* NAD 83(1993)-  29 54 58.04988(N)    095 25 34.33575(W)     ADJUSTED  
 AW6759* NAVD 88     -                                                        
 AW6759  ___________________________________________________________________
 AW6759  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6759  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW6759
 AW6759  HORZ ORDER  -  THIRD
 AW6759
 AW6759.The horizontal coordinates were established by classical geodetic methods
 AW6759.and adjusted by the National Geodetic Survey in February 1996..
 AW6759
 AW6759
 AW6759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6759
 AW6759.The geoid height was determined by GEOID03.
 AW6759
 AW6759;                    North         East     Units Scale Factor Converg.
 AW6759;SPC TXSC     - 4,236,104.166   945,028.651   MT  0.99991454   +1 45 03.1
 AW6759;SPC TXSC     -13,897,951.75  3,100,481.50   sFT  0.99991454   +1 45 03.1
 AW6759;UTM  15      - 3,311,965.696   265,766.239   MT  1.00027698   -1 12 38.1
 AW6759
 AW6759                          SUPERSEDED SURVEY CONTROL
 AW6759
 AW6759  NAD 83(1986)-  29 54 58.06470(N)    095 25 34.31720(W) AD(       ) 4
 AW6759  NAD 27      -  29 54 57.25969(N)    095 25 33.53811(W) AD(       ) 3
 AW6759
 AW6759.Superseded values are not recommended for survey control.
 AW6759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6759.See file dsdata.txt to determine how the superseded data were derived.
 AW6759
 AW6759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6576611966(NAD 83)
 AW6759_MARKER: 42 = RADIO/TV MAST
 AW6759
 AW6759  HISTORY     - Date     Condition        Report By
 AW6759  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6759  HISTORY     - 1973     GOOD             NGS
 AW6759
 AW6759                          STATION DESCRIPTION
 AW6759
 AW6759'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6759'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF THE HARRIS
 AW6759'COUNTY COURTHOUSE IN HOUSTON AND 0.8 MILE WEST OF INTERSTATE HIGHWAY
 AW6759'45 (U.S. HIGHWAY 75).
 AW6759'
 AW6759'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 45 CROSSES OVER
 AW6759'WEST ROAD IN THE NORTH PART OF HOUSTON, GO WEST ON WEST ROAD FOR
 AW6759'0.8 MILE TO A DRIVE ON THE RIGHT LEADING INTO A BRICK CONTROL SHACK
 AW6759'AT FOUR RADIO MAST AND THE STATION.
 AW6759'
 AW6759'THE MAST IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES AND
 AW6759'IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  IT HAS AN
 AW6759'OVER-ALL HEIGHT OF 402.5 FEET AND IS THE MOST SOUTHERLY OF FOUR
 AW6759'IDENTICAL MASTS.
 AW6759'
 AW6759'THE POINT INTERSECTED WAS THE LIGHT AT THE APEX OF THE MAST.
 AW6759
 AW6759                          STATION RECOVERY (1973)
 AW6759
 AW6759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 AW6759'STATION WAS RECOVERED IN CONDITION.  THE CALL LETTER,S FOR THE RADIO
 AW6759'STATION ARE KILT.
 AW6759'
 AW6759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES NNW OF
 AW6759'HOUSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6658 ***********************************************************************
 AW6658  DESIGNATION -  HOUSTON RAD STA KNUZ MAST 1952
 AW6658  PID         -  AW6658
 AW6658  STATE/COUNTY-  TX/HARRIS
 AW6658  USGS QUAD   -  SETTEGAST (1995)
 AW6658
 AW6658                         *CURRENT SURVEY CONTROL
 AW6658  ___________________________________________________________________
 AW6658* NAD 83(1993)-  29 45 27.20524(N)    095 20 19.73712(W)     ADJUSTED  
 AW6658* NAVD 88     -                                                        
 AW6658  ___________________________________________________________________
 AW6658  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6658  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6658
 AW6658  HORZ ORDER  -  THIRD
 AW6658
 AW6658.The horizontal coordinates were established by classical geodetic methods
 AW6658.and adjusted by the National Geodetic Survey in February 1996..
 AW6658
 AW6658
 AW6658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6658
 AW6658.The geoid height was determined by GEOID03.
 AW6658
 AW6658;                    North         East     Units Scale Factor Converg.
 AW6658;SPC TXSC     - 4,218,798.258   954,012.883   MT  0.99989036   +1 47 37.2
 AW6658;SPC TXSC     -13,841,173.95  3,129,957.27   sFT  0.99989036   +1 47 37.2
 AW6658;UTM  15      - 3,294,212.952   273,848.240   MT  1.00023108   -1 09 40.8
 AW6658
 AW6658                          SUPERSEDED SURVEY CONTROL
 AW6658
 AW6658  NAD 83(1986)-  29 45 27.21980(N)    095 20 19.71820(W) AD(       ) 4
 AW6658  NAD 27      -  29 45 26.38894(N)    095 20 18.94698(W) AD(       ) 3
 AW6658
 AW6658.Superseded values are not recommended for survey control.
 AW6658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6658.See file dsdata.txt to determine how the superseded data were derived.
 AW6658
 AW6658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7384894213(NAD 83)
 AW6658_MARKER: 42 = RADIO/TV MAST
 AW6658
 AW6658  HISTORY     - Date     Condition        Report By
 AW6658  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6658  HISTORY     - 1963     GOOD             CGS
 AW6658  HISTORY     - 1968     GOOD             CGS
 AW6658  HISTORY     - 20040707 GOOD             USPSQD
 AW6658
 AW6658                          STATION DESCRIPTION
 AW6658
 AW6658'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6658'THE STATION IS LOCATED IN THE CITY OF HOUSTON, 0.2 MILE
 AW6658'EAST OF ENGELKE STREET AND AT THE VERY EAST END OF ENNIS
 AW6658'STREET.  IT IS A SINGLE COLUMN STEEL MAST.  IT HAS AN OVERALL
 AW6658'HEIGHT OF 239 FEET.  THE POINT OBSERVED UPON WAS THE TOP
 AW6658'AND CENTER OF THE MAST.  IT IS LOCATED AT 315 NORTH ENNIS
 AW6658'STREET IN HOUSOTN
 AW6658
 AW6658                          STATION RECOVERY (1963)
 AW6658
 AW6658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6658'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AW6658'GOOD CONDITION.
 AW6658
 AW6658                          STATION RECOVERY (1968)
 AW6658
 AW6658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6658'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 AW6658'TO BE IN GOOD CONDITION.
 AW6658'
 AW6658'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 AW6658
 AW6658                          STATION RECOVERY (2004)
 AW6658
 AW6658'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6693 ***********************************************************************
 AW6693  DESIGNATION -  HOUSTON RAD STA KNUZ MAST 1968
 AW6693  PID         -  AW6693
 AW6693  STATE/COUNTY-  TX/HARRIS
 AW6693  USGS QUAD   -  SETTEGAST (1995)
 AW6693
 AW6693                         *CURRENT SURVEY CONTROL
 AW6693  ___________________________________________________________________
 AW6693* NAD 83(1993)-  29 45 26.50366(N)    095 20 19.05534(W)     ADJUSTED  
 AW6693* NAVD 88     -                                                        
 AW6693  ___________________________________________________________________
 AW6693  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6693  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6693
 AW6693  HORZ ORDER  -  THIRD
 AW6693
 AW6693.The horizontal coordinates were established by classical geodetic methods
 AW6693.and adjusted by the National Geodetic Survey in February 1996..
 AW6693
 AW6693
 AW6693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6693
 AW6693.The geoid height was determined by GEOID03.
 AW6693
 AW6693;                    North         East     Units Scale Factor Converg.
 AW6693;SPC TXSC     - 4,218,777.242   954,031.865   MT  0.99989033   +1 47 37.5
 AW6693;SPC TXSC     -13,841,105.00  3,130,019.54   sFT  0.99989033   +1 47 37.5
 AW6693;UTM  15      - 3,294,190.977   273,866.120   MT  1.00023098   -1 09 40.4
 AW6693
 AW6693                          SUPERSEDED SURVEY CONTROL
 AW6693
 AW6693  NAD 83(1986)-  29 45 26.51814(N)    095 20 19.03614(W) AD(       ) 4
 AW6693  NAD 27      -  29 45 25.69779(N)    095 20 18.26143(W) AD(       ) 3
 AW6693
 AW6693.Superseded values are not recommended for survey control.
 AW6693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6693.See file dsdata.txt to determine how the superseded data were derived.
 AW6693
 AW6693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7386694191(NAD 83)
 AW6693_MARKER: 42 = RADIO/TV MAST
 AW6693
 AW6693  HISTORY     - Date     Condition        Report By
 AW6693  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6693  HISTORY     - 20040707 GOOD             USPSQD
 AW6693
 AW6693                          STATION DESCRIPTION
 AW6693
 AW6693'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6636 ***********************************************************************
 AW6636  DESIGNATION -  HOUSTON RAD STA KODA CNTR MAST
 AW6636  PID         -  AW6636
 AW6636  STATE/COUNTY-  TX/HARRIS
 AW6636  USGS QUAD   -  HUMBLE (1995)
 AW6636
 AW6636                         *CURRENT SURVEY CONTROL
 AW6636  ___________________________________________________________________
 AW6636* NAD 83(1993)-  29 53 49.41597(N)    095 17 27.11550(W)     ADJUSTED  
 AW6636* NAVD 88     -                                                        
 AW6636  ___________________________________________________________________
 AW6636  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6636  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW6636
 AW6636  HORZ ORDER  -  THIRD
 AW6636
 AW6636.The horizontal coordinates were established by classical geodetic methods
 AW6636.and adjusted by the National Geodetic Survey in February 1996..
 AW6636
 AW6636
 AW6636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6636
 AW6636.The geoid height was determined by GEOID03.
 AW6636
 AW6636;                    North         East     Units Scale Factor Converg.
 AW6636;SPC TXSC     - 4,234,398.878   958,157.528   MT  0.99991123   +1 49 01.7
 AW6636;SPC TXSC     -13,892,356.99  3,143,555.16   sFT  0.99991123   +1 49 01.7
 AW6636;UTM  15      - 3,309,583.844   278,793.783   MT  1.00020376   -1 08 32.4
 AW6636
 AW6636                          SUPERSEDED SURVEY CONTROL
 AW6636
 AW6636  NAD 83(1986)-  29 53 49.43094(N)    095 17 27.09707(W) AD(       ) 4
 AW6636  NAD 27      -  29 53 48.62777(N)    095 17 26.33157(W) AD(       ) 3
 AW6636
 AW6636.Superseded values are not recommended for survey control.
 AW6636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6636.See file dsdata.txt to determine how the superseded data were derived.
 AW6636
 AW6636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7879409584(NAD 83)
 AW6636_MARKER: 42 = RADIO/TV MAST
 AW6636
 AW6636  HISTORY     - Date     Condition        Report By
 AW6636  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6636
 AW6636                          STATION DESCRIPTION
 AW6636
 AW6636'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6636'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTH AND 7 MILES EAST OF
 AW6636'THE CENTER OF HOUSTON AND AT 5618 HERMAN ROAD.  IT IS OWNED BY MR.
 AW6636'PAUL E. TAFT.
 AW6636'
 AW6636'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6636'CABLES AND IS PAINTED ALTERNATE RED AND WHITE.  IT HAS AN OVER-ALL
 AW6636'HEIGHT OF 247 FEET AND IS THE EAST CENTER ONE OF SIX IDENTICAL
 AW6636'MASTS.
 AW6636'
 AW6636'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6619 ***********************************************************************
 AW6619  DESIGNATION -  HOUSTON RAD STA KPRC TV MST 63
 AW6619  PID         -  AW6619
 AW6619  STATE/COUNTY-  TX/HARRIS
 AW6619  USGS QUAD   -  BELLAIRE (1995)
 AW6619
 AW6619                         *CURRENT SURVEY CONTROL
 AW6619  ___________________________________________________________________
 AW6619* NAD 83(1993)-  29 44 03.67966(N)    095 27 44.49728(W)     ADJUSTED  
 AW6619* NAVD 88     -                                                        
 AW6619  ___________________________________________________________________
 AW6619  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6619  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW6619
 AW6619  HORZ ORDER  -  THIRD
 AW6619
 AW6619.The horizontal coordinates were established by classical geodetic methods
 AW6619.and adjusted by the National Geodetic Survey in February 1996..
 AW6619
 AW6619
 AW6619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6619
 AW6619.The geoid height was determined by GEOID03.
 AW6619
 AW6619;                    North         East     Units Scale Factor Converg.
 AW6619;SPC TXSC     - 4,215,860.207   942,148.410   MT  0.99988746   +1 43 59.3
 AW6619;SPC TXSC     -13,831,534.70  3,091,031.91   sFT  0.99988746   +1 43 59.3
 AW6619;UTM  15      - 3,291,889.564   261,843.567   MT  1.00029987   -1 13 18.7
 AW6619
 AW6619                          SUPERSEDED SURVEY CONTROL
 AW6619
 AW6619  NAD 83(1986)-  29 44 03.69388(N)    095 27 44.47856(W) AD(       ) 4
 AW6619  NAD 27      -  29 44 02.86746(N)    095 27 43.69124(W) AD(       ) 3
 AW6619
 AW6619.Superseded values are not recommended for survey control.
 AW6619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6619.See file dsdata.txt to determine how the superseded data were derived.
 AW6619
 AW6619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6184491890(NAD 83)
 AW6619_MARKER: 42 = RADIO/TV MAST
 AW6619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6619+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 AW6619
 AW6619  HISTORY     - Date     Condition        Report By
 AW6619  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6619  HISTORY     - 20040507 GOOD             USPSQD
 AW6619  HISTORY     - 20040508 GOOD             USPSQD
 AW6619
 AW6619                          STATION DESCRIPTION
 AW6619
 AW6619'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6668 ***********************************************************************
 AW6668  DESIGNATION -  HOUSTON RAD STA KPRC CEN MAST
 AW6668  PID         -  AW6668
 AW6668  STATE/COUNTY-  TX/HARRIS
 AW6668  USGS QUAD   -  SETTEGAST (1995)
 AW6668
 AW6668                         *CURRENT SURVEY CONTROL
 AW6668  ___________________________________________________________________
 AW6668* NAD 83(1993)-  29 48 19.97671(N)    095 16 43.60331(W)     ADJUSTED  
 AW6668* NAVD 88     -                                                        
 AW6668  ___________________________________________________________________
 AW6668  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6668  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6668
 AW6668  HORZ ORDER  -  THIRD
 AW6668
 AW6668.The horizontal coordinates were established by classical geodetic methods
 AW6668.and adjusted by the National Geodetic Survey in February 1996..
 AW6668
 AW6668
 AW6668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6668
 AW6668.The geoid height was determined by GEOID03.
 AW6668
 AW6668;                    North         East     Units Scale Factor Converg.
 AW6668;SPC TXSC     - 4,224,298.085   959,646.922   MT  0.99989687   +1 49 23.1
 AW6668;SPC TXSC     -13,859,217.97  3,148,441.61   sFT  0.99989687   +1 49 23.1
 AW6668;UTM  15      - 3,299,416.630   279,760.266   MT  1.00019851   -1 07 59.3
 AW6668
 AW6668                          SUPERSEDED SURVEY CONTROL
 AW6668
 AW6668  NAD 83(1986)-  29 48 19.99150(N)    095 16 43.58436(W) AD(       ) 4
 AW6668  NAD 27      -  29 48 19.17732(N)    095 16 42.81722(W) AD(       ) 3
 AW6668
 AW6668.Superseded values are not recommended for survey control.
 AW6668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6668.See file dsdata.txt to determine how the superseded data were derived.
 AW6668
 AW6668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7976099417(NAD 83)
 AW6668_MARKER: 42 = RADIO/TV MAST
 AW6668
 AW6668  HISTORY     - Date     Condition        Report By
 AW6668  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6668  HISTORY     - 1976     GOOD             NGS
 AW6668  HISTORY     - 1977     GOOD             NGS
 AW6668  HISTORY     - 19960921 GOOD             USPSQD
 AW6668  HISTORY     - 20040325 GOOD             USPSQD
 AW6668
 AW6668                          STATION DESCRIPTION
 AW6668
 AW6668'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6668'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF THE CENTER OF
 AW6668'HOUSTON AT 8245 LIBERTY ROAD.  IT IS THE CENTER ONE OF THREE
 AW6668'MASTS.
 AW6668'
 AW6668'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6668'CABLES AND IS PAINTED ALTERNATE RED AND WHITE.  THE MAST HAS AN
 AW6668'OVER-ALL HEIGHT OF 264 FEET.
 AW6668'
 AW6668'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX.
 AW6668
 AW6668                          STATION RECOVERY (1976)
 AW6668
 AW6668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 AW6668'RECOVERED AS DESCRIBED.
 AW6668'
 AW6668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHEAST
 AW6668'OF THE CENTER OF HOUSTON.
 AW6668
 AW6668                          STATION RECOVERY (1977)
 AW6668
 AW6668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH)
 AW6668'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW6668'
 AW6668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTHEAST
 AW6668'OF THE CENTER OF HOUSTON.
 AW6668
 AW6668                          STATION RECOVERY (1996)
 AW6668
 AW6668'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6668'RECOVERED IN GOOD CONDITION.
 AW6668
 AW6668                          STATION RECOVERY (2004)
 AW6668
 AW6668'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6604 ***********************************************************************
 AW6604  DESIGNATION -  HOUSTON RAD STA KRBE FM MAST
 AW6604  PID         -  AW6604
 AW6604  STATE/COUNTY-  TX/HARRIS
 AW6604  USGS QUAD   -  BELLAIRE (1995)
 AW6604
 AW6604                         *CURRENT SURVEY CONTROL
 AW6604  ___________________________________________________________________
 AW6604* NAD 83(1993)-  29 43 59.35394(N)    095 25 05.31190(W)     ADJUSTED  
 AW6604* NAVD 88     -                                                        
 AW6604  ___________________________________________________________________
 AW6604  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6604  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6604
 AW6604  HORZ ORDER  -  THIRD
 AW6604
 AW6604.The horizontal coordinates were established by classical geodetic methods
 AW6604.and adjusted by the National Geodetic Survey in February 1996..
 AW6604
 AW6604
 AW6604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6604
 AW6604.The geoid height was determined by GEOID03.
 AW6604
 AW6604;                    North         East     Units Scale Factor Converg.
 AW6604;SPC TXSC     - 4,215,857.262   946,427.789   MT  0.99988731   +1 45 17.3
 AW6604;SPC TXSC     -13,831,525.03  3,105,071.84   sFT  0.99988731   +1 45 17.3
 AW6604;UTM  15      - 3,291,665.939   266,118.813   MT  1.00027496   -1 11 59.5
 AW6604
 AW6604                          SUPERSEDED SURVEY CONTROL
 AW6604
 AW6604  NAD 83(1986)-  29 43 59.36814(N)    095 25 05.29303(W) AD(       ) 4
 AW6604  NAD 27      -  29 43 58.54299(N)    095 25 04.50989(W) AD(       ) 3
 AW6604
 AW6604.Superseded values are not recommended for survey control.
 AW6604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6604.See file dsdata.txt to determine how the superseded data were derived.
 AW6604
 AW6604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6611991666(NAD 83)
 AW6604_MARKER: 42 = RADIO/TV MAST
 AW6604
 AW6604  HISTORY     - Date     Condition        Report By
 AW6604  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6604  HISTORY     - 1987     GOOD             USPSQD
 AW6604  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW6604
 AW6604                          STATION DESCRIPTION
 AW6604
 AW6604'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6604'THE STATION IS LOCATED ON THE ROOF OF A BUILDING AT 3775 KIRBY, NEAR
 AW6604'DOWNTOWN HOUSTON.  THE OWNER AND THE HEIGHT WERE NOT VERIFIED.  THE
 AW6604'ESTIMATED HEIGHT FROM GROUND LEVEL IS 300 FEET.
 AW6604'
 AW6604'THE STATION IS A SINGLE COLUMN LACED STEEL MAST SUPPORTED BY GUY
 AW6604'CABLES ANCHORED TO THE ROOF OF THE BUILDING ON WHICH THE MAST RESTS.
 AW6604'IT IS PAINTED ALTERNATE RED AND WHITE.
 AW6604'
 AW6604'THE RED LIGHT ATOP THE MAST WAS THE POINT INTERSECTED.
 AW6604
 AW6604                          STATION RECOVERY (1987)
 AW6604
 AW6604'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6604'RECOVERED IN GOOD CONDITION.
 AW6604
 AW6604                          STATION RECOVERY (1993)
 AW6604
 AW6604'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6349 ***********************************************************************
 AW6349  DESIGNATION -  HOUSTON RAD STA KTHT MAST 1
 AW6349  PID         -  AW6349
 AW6349  STATE/COUNTY-  TX/HARRIS
 AW6349  USGS QUAD   -  LA PORTE (1982)
 AW6349
 AW6349                         *CURRENT SURVEY CONTROL
 AW6349  ___________________________________________________________________
 AW6349* NAD 83(1993)-  29 43 35.15530(N)    095 04 41.32882(W)     ADJUSTED  
 AW6349* NAVD 88     -                                                        
 AW6349  ___________________________________________________________________
 AW6349  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6349  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6349
 AW6349  HORZ ORDER  -  THIRD
 AW6349
 AW6349.The horizontal coordinates were established by classical geodetic methods
 AW6349.and adjusted by the National Geodetic Survey in February 1996..
 AW6349
 AW6349
 AW6349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6349
 AW6349.The geoid height was determined by GEOID03.
 AW6349
 AW6349;                    North         East     Units Scale Factor Converg.
 AW6349;SPC TXSC     - 4,216,167.566   979,324.419   MT  0.99988651   +1 55 16.9
 AW6349;SPC TXSC     -13,832,543.09  3,213,000.20   sFT  0.99988651   +1 55 16.9
 AW6349;UTM  15      - 3,290,280.458   298,997.520   MT  1.00009852   -1 01 50.9
 AW6349
 AW6349                          SUPERSEDED SURVEY CONTROL
 AW6349
 AW6349  NAD 83(1986)-  29 43 35.17092(N)    095 04 41.30975(W) AD(       ) 4
 AW6349  NAD 27      -  29 43 34.35212(N)    095 04 40.56563(W) AD(       ) 3
 AW6349
 AW6349.Superseded values are not recommended for survey control.
 AW6349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6349.See file dsdata.txt to determine how the superseded data were derived.
 AW6349
 AW6349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9899890280(NAD 83)
 AW6349_MARKER: 42 = RADIO/TV MAST
 AW6349
 AW6349  HISTORY     - Date     Condition        Report By
 AW6349  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6349  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW6349  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW6349
 AW6349                          STATION DESCRIPTION
 AW6349
 AW6349'DESCRIBED BY US POWER SQUADRON 1996
 AW6349'MARK NOT FOUND.
 AW6349
 AW6349                          STATION RECOVERY (2004)
 AW6349
 AW6349'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6349'NO RADIO/TV TOWER AT THIS GPS LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6360 ***********************************************************************
 AW6360  DESIGNATION -  HOUSTON RAD STA KTHT MAST 2
 AW6360  PID         -  AW6360
 AW6360  STATE/COUNTY-  TX/HARRIS
 AW6360  USGS QUAD   -  LA PORTE (1982)
 AW6360
 AW6360                         *CURRENT SURVEY CONTROL
 AW6360  ___________________________________________________________________
 AW6360* NAD 83(1993)-  29 43 36.21945(N)    095 04 38.58407(W)     ADJUSTED  
 AW6360* NAVD 88     -                                                        
 AW6360  ___________________________________________________________________
 AW6360  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6360  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6360
 AW6360  HORZ ORDER  -  THIRD
 AW6360
 AW6360.The horizontal coordinates were established by classical geodetic methods
 AW6360.and adjusted by the National Geodetic Survey in February 1996..
 AW6360
 AW6360
 AW6360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6360
 AW6360.The geoid height was determined by GEOID03.
 AW6360
 AW6360;                    North         East     Units Scale Factor Converg.
 AW6360;SPC TXSC     - 4,216,202.784   979,397.036   MT  0.99988654   +1 55 18.3
 AW6360;SPC TXSC     -13,832,658.63  3,213,238.44   sFT  0.99988654   +1 55 18.3
 AW6360;UTM  15      - 3,290,311.896   299,071.870   MT  1.00009815   -1 01 49.6
 AW6360
 AW6360                          SUPERSEDED SURVEY CONTROL
 AW6360
 AW6360  NAD 83(1986)-  29 43 36.23508(N)    095 04 38.56500(W) AD(       ) 4
 AW6360  NAD 27      -  29 43 35.41667(N)    095 04 37.82104(W) AD(       ) 3
 AW6360
 AW6360.Superseded values are not recommended for survey control.
 AW6360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6360.See file dsdata.txt to determine how the superseded data were derived.
 AW6360
 AW6360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9907290312(NAD 83)
 AW6360_MARKER: 42 = RADIO/TV MAST
 AW6360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6360+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW6360
 AW6360  HISTORY     - Date     Condition        Report By
 AW6360  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6360  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW6360  HISTORY     - 20040329 GOOD             USPSQD
 AW6360  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW6360  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 AW6360
 AW6360                          STATION DESCRIPTION
 AW6360
 AW6360'DESCRIBED BY US POWER SQUADRON 1996
 AW6360'MARK NOT FOUND.
 AW6360
 AW6360                          STATION RECOVERY (2004)
 AW6360
 AW6360'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW6360'RECOVERED IN GOOD CONDITION.
 AW6360
 AW6360                          STATION RECOVERY (2004)
 AW6360
 AW6360'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6360'NO RADIO/TV TOWER AT THIS GPS LOCATION
 AW6360
 AW6360                          STATION RECOVERY (2005)
 AW6360
 AW6360'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6360'THIS MAST IS NOT THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6371 ***********************************************************************
 AW6371  DESIGNATION -  HOUSTON RAD STA KTHT MAST 3
 AW6371  PID         -  AW6371
 AW6371  STATE/COUNTY-  TX/HARRIS
 AW6371  USGS QUAD   -  LA PORTE (1982)
 AW6371
 AW6371                         *CURRENT SURVEY CONTROL
 AW6371  ___________________________________________________________________
 AW6371* NAD 83(1993)-  29 43 48.11114(N)    095 04 28.29314(W)     ADJUSTED  
 AW6371* NAVD 88     -                                                        
 AW6371  ___________________________________________________________________
 AW6371  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6371  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6371
 AW6371  HORZ ORDER  -  THIRD
 AW6371
 AW6371.The horizontal coordinates were established by classical geodetic methods
 AW6371.and adjusted by the National Geodetic Survey in February 1996..
 AW6371
 AW6371
 AW6371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6371
 AW6371.The geoid height was determined by GEOID03.
 AW6371
 AW6371;                    North         East     Units Scale Factor Converg.
 AW6371;SPC TXSC     - 4,216,577.971   979,661.130   MT  0.99988694   +1 55 23.3
 AW6371;SPC TXSC     -13,833,889.56  3,214,104.89   sFT  0.99988694   +1 55 23.3
 AW6371;UTM  15      - 3,290,673.059   299,354.996   MT  1.00009675   -1 01 44.9
 AW6371
 AW6371                          SUPERSEDED SURVEY CONTROL
 AW6371
 AW6371  NAD 83(1986)-  29 43 48.12674(N)    095 04 28.27425(W) AD(       ) 4
 AW6371  NAD 27      -  29 43 47.30773(N)    095 04 27.52872(W) AD(       ) 3
 AW6371
 AW6371.Superseded values are not recommended for survey control.
 AW6371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6371.See file dsdata.txt to determine how the superseded data were derived.
 AW6371
 AW6371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9935590673(NAD 83)
 AW6371_MARKER: 42 = RADIO/TV MAST
 AW6371
 AW6371  HISTORY     - Date     Condition        Report By
 AW6371  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6371  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW6371  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW6371  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 AW6371
 AW6371                          STATION DESCRIPTION
 AW6371
 AW6371'DESCRIBED BY US POWER SQUADRON 1996
 AW6371'MARK NOT FOUND.
 AW6371
 AW6371                          STATION RECOVERY (2004)
 AW6371
 AW6371'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6371'NO RADIO/TV TOWER AT THIS GPS LOCATION
 AW6371
 AW6371                          STATION RECOVERY (2005)
 AW6371
 AW6371'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6374 ***********************************************************************
 AW6374  DESIGNATION -  HOUSTON RAD STA KTHT MAST 4
 AW6374  PID         -  AW6374
 AW6374  STATE/COUNTY-  TX/HARRIS
 AW6374  USGS QUAD   -  LA PORTE (1982)
 AW6374
 AW6374                         *CURRENT SURVEY CONTROL
 AW6374  ___________________________________________________________________
 AW6374* NAD 83(1993)-  29 43 49.65226(N)    095 04 25.96565(W)     ADJUSTED  
 AW6374* NAVD 88     -                                                        
 AW6374  ___________________________________________________________________
 AW6374  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6374  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6374
 AW6374  HORZ ORDER  -  THIRD
 AW6374
 AW6374.The horizontal coordinates were established by classical geodetic methods
 AW6374.and adjusted by the National Geodetic Survey in February 1996..
 AW6374
 AW6374
 AW6374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6374
 AW6374.The geoid height was determined by GEOID03.
 AW6374
 AW6374;                    North         East     Units Scale Factor Converg.
 AW6374;SPC TXSC     - 4,216,627.491   979,722.044   MT  0.99988699   +1 55 24.4
 AW6374;SPC TXSC     -13,834,052.03  3,214,304.74   sFT  0.99988699   +1 55 24.4
 AW6374;UTM  15      - 3,290,719.386   299,418.393   MT  1.00009643   -1 01 43.8
 AW6374
 AW6374                          SUPERSEDED SURVEY CONTROL
 AW6374
 AW6374  NAD 83(1986)-  29 43 49.66785(N)    095 04 25.94677(W) AD(       ) 4
 AW6374  NAD 27      -  29 43 48.85421(N)    095 04 25.19013(W) AD(       ) 3
 AW6374
 AW6374.Superseded values are not recommended for survey control.
 AW6374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6374.See file dsdata.txt to determine how the superseded data were derived.
 AW6374
 AW6374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9941890719(NAD 83)
 AW6374_MARKER: 42 = RADIO/TV MAST
 AW6374
 AW6374  HISTORY     - Date     Condition        Report By
 AW6374  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6374  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW6374  HISTORY     - 20040426 MARK NOT FOUND   USPSQD
 AW6374  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 AW6374
 AW6374                          STATION DESCRIPTION
 AW6374
 AW6374'DESCRIBED BY US POWER SQUADRON 1996
 AW6374'MARK NOT FOUND.
 AW6374
 AW6374                          STATION RECOVERY (2004)
 AW6374
 AW6374'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6374'NO RADIO/TV TOWER AT THIS GPS LOCATION
 AW6374
 AW6374                          STATION RECOVERY (2005)
 AW6374
 AW6374'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6374'THIS MAST IS NOT THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6210 ***********************************************************************
 AW6210  DESIGNATION -  HOUSTON RAD STA KTRH MAST 4
 AW6210  PID         -  AW6210
 AW6210  STATE/COUNTY-  TX/CHAMBERS
 AW6210  USGS QUAD   -  MONT BELVIEU (1994)
 AW6210
 AW6210                         *CURRENT SURVEY CONTROL
 AW6210  ___________________________________________________________________
 AW6210* NAD 83(1993)-  29 47 05.27684(N)    094 53 19.23798(W)     ADJUSTED  
 AW6210* NAVD 88     -                                                        
 AW6210  ___________________________________________________________________
 AW6210  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW6210  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6210
 AW6210  HORZ ORDER  -  THIRD
 AW6210
 AW6210.The horizontal coordinates were established by classical geodetic methods
 AW6210.and adjusted by the National Geodetic Survey in February 1996..
 AW6210
 AW6210
 AW6210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6210
 AW6210.The geoid height was determined by GEOID03.
 AW6210
 AW6210;                    North         East     Units Scale Factor Converg.
 AW6210;SPC TXSC     - 4,223,262.127   997,415.313   MT  0.99989397   +2 00 51.1
 AW6210;SPC TXSC     -13,855,819.16  3,272,353.41   sFT  0.99989397   +2 00 51.1
 AW6210;UTM  15      - 3,296,434.805   317,432.843   MT  1.00001126   -0 56 18.4
 AW6210
 AW6210                          SUPERSEDED SURVEY CONTROL
 AW6210
 AW6210  NAD 83(1986)-  29 47 05.29349(N)    094 53 19.21951(W) AD(       ) 4
 AW6210  NAD 27      -  29 47 04.48621(N)    094 53 18.49307(W) AD(       ) 3
 AW6210
 AW6210.Superseded values are not recommended for survey control.
 AW6210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6210.See file dsdata.txt to determine how the superseded data were derived.
 AW6210
 AW6210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1743396435(NAD 83)
 AW6210_MARKER: 42 = RADIO/TV MAST
 AW6210
 AW6210  HISTORY     - Date     Condition        Report By
 AW6210  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6210  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW6210
 AW6210                          STATION DESCRIPTION
 AW6210
 AW6210'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6211 ***********************************************************************
 AW6211  DESIGNATION -  HOUSTON RAD STA KTRH MAST 1
 AW6211  PID         -  AW6211
 AW6211  STATE/COUNTY-  TX/CHAMBERS
 AW6211  USGS QUAD   -  MONT BELVIEU (1994)
 AW6211
 AW6211                         *CURRENT SURVEY CONTROL
 AW6211  ___________________________________________________________________
 AW6211* NAD 83(1993)-  29 46 57.97786(N)    094 53 15.85925(W)     ADJUSTED  
 AW6211* NAVD 88     -                                                        
 AW6211  ___________________________________________________________________
 AW6211  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW6211  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6211
 AW6211  HORZ ORDER  -  THIRD
 AW6211
 AW6211.The horizontal coordinates were established by classical geodetic methods
 AW6211.and adjusted by the National Geodetic Survey in February 1996..
 AW6211
 AW6211
 AW6211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6211
 AW6211.The geoid height was determined by GEOID03.
 AW6211
 AW6211;                    North         East     Units Scale Factor Converg.
 AW6211;SPC TXSC     - 4,223,040.735   997,513.898   MT  0.99989369   +2 00 52.7
 AW6211;SPC TXSC     -13,855,092.81  3,272,676.85   sFT  0.99989369   +2 00 52.7
 AW6211;UTM  15      - 3,296,208.602   317,519.904   MT  1.00001086   -0 56 16.5
 AW6211
 AW6211                          SUPERSEDED SURVEY CONTROL
 AW6211
 AW6211  NAD 83(1986)-  29 46 57.99451(N)    094 53 15.84076(W) AD(       ) 4
 AW6211  NAD 27      -  29 46 57.18447(N)    094 53 15.11339(W) AD(       ) 3
 AW6211
 AW6211.Superseded values are not recommended for survey control.
 AW6211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6211.See file dsdata.txt to determine how the superseded data were derived.
 AW6211
 AW6211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1752096209(NAD 83)
 AW6211_MARKER: 42 = RADIO/TV MAST
 AW6211
 AW6211  HISTORY     - Date     Condition        Report By
 AW6211  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6211  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW6211
 AW6211                          STATION DESCRIPTION
 AW6211
 AW6211'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6213 ***********************************************************************
 AW6213  DESIGNATION -  HOUSTON RAD STA KTRH MAST 2
 AW6213  PID         -  AW6213
 AW6213  STATE/COUNTY-  TX/CHAMBERS
 AW6213  USGS QUAD   -  MONT BELVIEU (1994)
 AW6213
 AW6213                         *CURRENT SURVEY CONTROL
 AW6213  ___________________________________________________________________
 AW6213* NAD 83(1993)-  29 47 00.73331(N)    094 53 15.80259(W)     ADJUSTED  
 AW6213* NAVD 88     -                                                        
 AW6213  ___________________________________________________________________
 AW6213  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW6213  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6213
 AW6213  HORZ ORDER  -  THIRD
 AW6213
 AW6213.The horizontal coordinates were established by classical geodetic methods
 AW6213.and adjusted by the National Geodetic Survey in February 1996..
 AW6213
 AW6213
 AW6213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6213
 AW6213.The geoid height was determined by GEOID03.
 AW6213
 AW6213;                    North         East     Units Scale Factor Converg.
 AW6213;SPC TXSC     - 4,223,125.571   997,512.436   MT  0.99989379   +2 00 52.8
 AW6213;SPC TXSC     -13,855,371.14  3,272,672.05   sFT  0.99989379   +2 00 52.8
 AW6213;UTM  15      - 3,296,293.410   317,522.814   MT  1.00001085   -0 56 16.6
 AW6213
 AW6213                          SUPERSEDED SURVEY CONTROL
 AW6213
 AW6213  NAD 83(1986)-  29 47 00.74996(N)    094 53 15.78411(W) AD(       ) 4
 AW6213  NAD 27      -  29 46 59.94032(N)    094 53 15.05776(W) AD(       ) 3
 AW6213
 AW6213.Superseded values are not recommended for survey control.
 AW6213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6213.See file dsdata.txt to determine how the superseded data were derived.
 AW6213
 AW6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1752396293(NAD 83)
 AW6213_MARKER: 42 = RADIO/TV MAST
 AW6213
 AW6213  HISTORY     - Date     Condition        Report By
 AW6213  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6213  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW6213
 AW6213                          STATION DESCRIPTION
 AW6213
 AW6213'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6214 ***********************************************************************
 AW6214  DESIGNATION -  HOUSTON RAD STA KTRH MAST 3
 AW6214  PID         -  AW6214
 AW6214  STATE/COUNTY-  TX/CHAMBERS
 AW6214  USGS QUAD   -  MONT BELVIEU (1994)
 AW6214
 AW6214                         *CURRENT SURVEY CONTROL
 AW6214  ___________________________________________________________________
 AW6214* NAD 83(1993)-  29 47 02.58544(N)    094 53 19.47417(W)     ADJUSTED  
 AW6214* NAVD 88     -                                                        
 AW6214  ___________________________________________________________________
 AW6214  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW6214  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6214
 AW6214  HORZ ORDER  -  THIRD
 AW6214
 AW6214.The horizontal coordinates were established by classical geodetic methods
 AW6214.and adjusted by the National Geodetic Survey in February 1996..
 AW6214
 AW6214
 AW6214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6214
 AW6214.The geoid height was determined by GEOID03.
 AW6214
 AW6214;                    North         East     Units Scale Factor Converg.
 AW6214;SPC TXSC     - 4,223,179.093   997,411.886   MT  0.99989386   +2 00 51.0
 AW6214;SPC TXSC     -13,855,546.74  3,272,342.16   sFT  0.99989386   +2 00 51.0
 AW6214;UTM  15      - 3,296,352.048   317,425.143   MT  1.00001129   -0 56 18.5
 AW6214
 AW6214                          SUPERSEDED SURVEY CONTROL
 AW6214
 AW6214  NAD 83(1986)-  29 47 02.60222(N)    094 53 19.45571(W) AD(       ) 4
 AW6214  NAD 27      -  29 47 01.79765(N)    094 53 18.72921(W) AD(       ) 3
 AW6214
 AW6214.Superseded values are not recommended for survey control.
 AW6214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6214.See file dsdata.txt to determine how the superseded data were derived.
 AW6214
 AW6214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1742596352(NAD 83)
 AW6214_MARKER: 42 = RADIO/TV MAST
 AW6214
 AW6214  HISTORY     - Date     Condition        Report By
 AW6214  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6214  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW6214
 AW6214                          STATION DESCRIPTION
 AW6214
 AW6214'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6539 ***********************************************************************
 AW6539  DESIGNATION -  HOUSTON RAD STA KUHF FM MAST
 AW6539  PID         -  AW6539
 AW6539  STATE/COUNTY-  TX/HARRIS
 AW6539  USGS QUAD   -  PARK PLACE (1995)
 AW6539
 AW6539                         *CURRENT SURVEY CONTROL
 AW6539  ___________________________________________________________________
 AW6539* NAD 83(1993)-  29 42 53.16076(N)    095 20 54.79525(W)     ADJUSTED  
 AW6539* NAVD 88     -                                                        
 AW6539  ___________________________________________________________________
 AW6539  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6539  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW6539
 AW6539  HORZ ORDER  -  THIRD
 AW6539
 AW6539.The horizontal coordinates were established by classical geodetic methods
 AW6539.and adjusted by the National Geodetic Survey in February 1996..
 AW6539
 AW6539
 AW6539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6539
 AW6539.The geoid height was determined by GEOID03.
 AW6539
 AW6539;                    North         East     Units Scale Factor Converg.
 AW6539;SPC TXSC     - 4,214,028.462   953,219.603   MT  0.99988514   +1 47 20.0
 AW6539;SPC TXSC     -13,825,525.05  3,127,354.65   sFT  0.99988514   +1 47 20.0
 AW6539;UTM  15      - 3,289,488.744   272,809.827   MT  1.00023689   -1 09 52.7
 AW6539
 AW6539                          SUPERSEDED SURVEY CONTROL
 AW6539
 AW6539  NAD 83(1986)-  29 42 53.17521(N)    095 20 54.77611(W) AD(       ) 4
 AW6539  NAD 27      -  29 42 52.34997(N)    095 20 53.99842(W) AD(       ) 3
 AW6539
 AW6539.Superseded values are not recommended for survey control.
 AW6539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6539.See file dsdata.txt to determine how the superseded data were derived.
 AW6539
 AW6539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7281089489(NAD 83)
 AW6539_MARKER: 42 = RADIO/TV MAST
 AW6539
 AW6539  HISTORY     - Date     Condition        Report By
 AW6539  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6539  HISTORY     - 20040520 GOOD             USPSQD
 AW6539  HISTORY     - 20050706 GOOD             USPSQD
 AW6539
 AW6539                          STATION DESCRIPTION
 AW6539
 AW6539'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6433 ***********************************************************************
 AW6433  DESIGNATION -  HOUSTON RAD STA KXYZ KPRC MAST
 AW6433  PID         -  AW6433
 AW6433  STATE/COUNTY-  TX/HARRIS
 AW6433  USGS QUAD   -  PASADENA (1995)
 AW6433
 AW6433                         *CURRENT SURVEY CONTROL
 AW6433  ___________________________________________________________________
 AW6433* NAD 83(1993)-  29 42 38.64825(N)    095 10 29.32018(W)     ADJUSTED  
 AW6433* NAVD 88     -                                                        
 AW6433  ___________________________________________________________________
 AW6433  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW6433  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW6433
 AW6433  HORZ ORDER  -  THIRD
 AW6433
 AW6433.The horizontal coordinates were established by classical geodetic methods
 AW6433.and adjusted by the National Geodetic Survey in February 1996..
 AW6433
 AW6433
 AW6433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6433
 AW6433.The geoid height was determined by GEOID03.
 AW6433
 AW6433;                    North         East     Units Scale Factor Converg.
 AW6433;SPC TXSC     - 4,214,119.123   970,035.251   MT  0.99988468   +1 52 26.4
 AW6433;SPC TXSC     -13,825,822.49  3,182,523.99   sFT  0.99988468   +1 52 26.4
 AW6433;UTM  15      - 3,288,712.787   289,612.958   MT  1.00014616   -1 04 41.8
 AW6433
 AW6433                          SUPERSEDED SURVEY CONTROL
 AW6433
 AW6433  NAD 83(1986)-  29 42 38.66331(N)    095 10 29.30151(W) AD(       ) 4
 AW6433  NAD 27      -  29 42 37.84204(N)    095 10 28.52899(W) AD(       ) 3
 AW6433
 AW6433.Superseded values are not recommended for survey control.
 AW6433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6433.See file dsdata.txt to determine how the superseded data were derived.
 AW6433
 AW6433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8961388713(NAD 83)
 AW6433_MARKER: 42 = RADIO/TV MAST
 AW6433
 AW6433  HISTORY     - Date     Condition        Report By
 AW6433  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6433  HISTORY     - 1952     GOOD             CGS
 AW6433  HISTORY     - 19980307 GOOD             USPSQD
 AW6433  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 AW6433
 AW6433                          STATION DESCRIPTION
 AW6433
 AW6433'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6433'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF HOUSTON,
 AW6433'AND IN THE NORTHEAST SECTION OF THE VILLAGE OF DEEP WATER.
 AW6433'IT IS 0.2 MILE WEST OF SOUTH AVE. AND 0.1 MILE SOUTH OF TEXAS
 AW6433'STATE HIGHWAY NO. 225.  IT IS THE TALLER OF FOUR MASTS AND
 AW6433'HAS AN OVERALL HEIGHT OF 360 FEET.  IT IS A STEEL STRUCTURE
 AW6433'WITH THE BASE SET IN CONCRETE.  THE LIGHT AT THE TOP WAS
 AW6433'THE POINT OBSERVED UPON.
 AW6433
 AW6433                          STATION RECOVERY (1952)
 AW6433
 AW6433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6433'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 AW6433
 AW6433                          STATION RECOVERY (1998)
 AW6433
 AW6433'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6433'RECOVERED IN GOOD CONDITION.
 AW6433
 AW6433                          STATION RECOVERY (1999)
 AW6433
 AW6433'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6501 ***********************************************************************
 AW6501  DESIGNATION -  HOUSTON REED DRILLING TOOL TK
 AW6501  PID         -  AW6501
 AW6501  STATE/COUNTY-  TX/HARRIS
 AW6501  USGS QUAD   -  PARK PLACE (1995)
 AW6501
 AW6501                         *CURRENT SURVEY CONTROL
 AW6501  ___________________________________________________________________
 AW6501* NAD 83(1993)-  29 45 00.39723(N)    095 18 23.32193(W)     ADJUSTED  
 AW6501* NAVD 88     -                                                        
 AW6501  ___________________________________________________________________
 AW6501  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW6501  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW6501
 AW6501  HORZ ORDER  -  THIRD
 AW6501
 AW6501.The horizontal coordinates were established by classical geodetic methods
 AW6501.and adjusted by the National Geodetic Survey in February 1996..
 AW6501
 AW6501
 AW6501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6501
 AW6501.The geoid height was determined by GEOID03.
 AW6501
 AW6501;                    North         East     Units Scale Factor Converg.
 AW6501;SPC TXSC     - 4,218,071.628   957,164.742   MT  0.99988941   +1 48 34.2
 AW6501;SPC TXSC     -13,838,790.00  3,140,297.99   sFT  0.99988941   +1 48 34.2
 AW6501;UTM  15      - 3,293,324.524   276,959.488   MT  1.00021383   -1 08 42.0
 AW6501
 AW6501                          SUPERSEDED SURVEY CONTROL
 AW6501
 AW6501  NAD 83(1986)-  29 45 00.41180(N)    095 18 23.30271(W) AD(       ) 4
 AW6501  NAD 27      -  29 44 59.59193(N)    095 18 22.53195(W) AD(       ) 3
 AW6501
 AW6501.Superseded values are not recommended for survey control.
 AW6501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6501.See file dsdata.txt to determine how the superseded data were derived.
 AW6501
 AW6501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7695993325(NAD 83)
 AW6501_MARKER: 53 = ELEVATED TANK
 AW6501
 AW6501  HISTORY     - Date     Condition        Report By
 AW6501  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6501  HISTORY     - 1952     GOOD             CGS
 AW6501  HISTORY     - 1968     GOOD             CGS
 AW6501  HISTORY     - 20040326 GOOD             USPSQD
 AW6501  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AW6501
 AW6501                          STATION DESCRIPTION
 AW6501
 AW6501'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6501'THE STATION IS LOCATED SOUTH OF HOUSTON IN THE SUBURB OF
 AW6501'WAYSIDE.  IT IS LOCATED 0.2 MILE WEST OF THE T JUNCTION
 AW6501'OF AVENUE R AND TERMINAL STREET.  IT IS A 4-LEGGED STEEL
 AW6501'STRUCTURE SUPPORTING THE TANK PROPER, THE TANK IS SILVER
 AW6501'COLOR WITH BLACK COLORED LEGS.  IT HAS AN OVERALL HEIGHT
 AW6501'OF 120 FEET.  THE BALL AT THE APEX WAS THE POINT OBSERVED
 AW6501
 AW6501                          STATION RECOVERY (1952)
 AW6501
 AW6501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6501'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AW6501'IS ADEQUATE AND COMPLETE.
 AW6501
 AW6501                          STATION RECOVERY (1968)
 AW6501
 AW6501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6501'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 AW6501'TO BE IN GOOD CONDITION.
 AW6501
 AW6501                          STATION RECOVERY (2004)
 AW6501
 AW6501'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6501'RECOVERED IN GOOD CONDITION.
 AW6501
 AW6501                          STATION RECOVERY (2004)
 AW6501
 AW6501'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6501'THE OLD TANK IS NOW REPLACED WITH A SURFACE TANK OF ABOUT 50 FEET
 AW6501'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6587 ***********************************************************************
 AW6587  DESIGNATION -  HOUSTON REEDWOODS WATER TANK
 AW6587  PID         -  AW6587
 AW6587  STATE/COUNTY-  TX/HARRIS
 AW6587  USGS QUAD   -  BELLAIRE (1995)
 AW6587
 AW6587                         *CURRENT SURVEY CONTROL
 AW6587  ___________________________________________________________________
 AW6587* NAD 83(1993)-  29 39 27.71998(N)    095 22 49.36976(W)     ADJUSTED  
 AW6587* NAVD 88     -                                                        
 AW6587  ___________________________________________________________________
 AW6587  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AW6587  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6587
 AW6587  HORZ ORDER  -  THIRD
 AW6587
 AW6587.The horizontal coordinates were established by classical geodetic methods
 AW6587.and adjusted by the National Geodetic Survey in February 1996..
 AW6587
 AW6587
 AW6587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6587
 AW6587.The geoid height was determined by GEOID03.
 AW6587
 AW6587;                    North         East     Units Scale Factor Converg.
 AW6587;SPC TXSC     - 4,207,610.831   950,337.630   MT  0.99987905   +1 46 23.9
 AW6587;SPC TXSC     -13,804,469.87  3,117,899.37   sFT  0.99987905   +1 46 23.9
 AW6587;UTM  15      - 3,283,225.803   269,599.940   MT  1.00025503   -1 10 42.1
 AW6587
 AW6587                          SUPERSEDED SURVEY CONTROL
 AW6587
 AW6587  NAD 83(1986)-  29 39 27.73412(N)    095 22 49.35055(W) AD(       ) 4
 AW6587  NAD 27      -  29 39 26.90094(N)    095 22 48.56902(W) AD(       ) 3
 AW6587
 AW6587.Superseded values are not recommended for survey control.
 AW6587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6587.See file dsdata.txt to determine how the superseded data were derived.
 AW6587
 AW6587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6960083226(NAD 83)
 AW6587_MARKER: 53 = ELEVATED TANK
 AW6587
 AW6587  HISTORY     - Date     Condition        Report By
 AW6587  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6587  HISTORY     - 1968     GOOD             CGS
 AW6587
 AW6587                          STATION DESCRIPTION
 AW6587
 AW6587'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6587'LOCATED ABOUT SIX MILES SOUTH OF DOWNTOWN HOUSTON, SEVEN MILES WEST
 AW6587'OF HOUSTON INTERNATIONAL AIRPORT, ONE MILE SOUTHEAST OF THE
 AW6587'INTERSECTION OF HOLMES AND ALMEDA ROADS, ON A DESERTED SECTION OF
 AW6587'REED STREET, NEAR A SUBDIVISION KNOWN AS REEDWOODS.  THE STATION
 AW6587'IS A WATER TANK WITH FOUR TUBULAR LEGS, ELLISOIDAL TOP AND BOTTOM
 AW6587'AND PAINTED SILVER.  IT IS 100 FEET HIGH AND IS LOCATED INSIDE
 AW6587'AN ENCLOSURE WITH TWO SILVER STORAGE TANKS WHICH ARE 20 FEET
 AW6587'HIGH WITH A 20 FOOT DIAMETER.  THE INTERSECTING POINT WAS THE TOP
 AW6587'CENTER.
 AW6587
 AW6587                          STATION RECOVERY (1968)
 AW6587
 AW6587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6587'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON REED
 AW6587'ROAD, (NOT REED STREET) AND THE OVER-ALL HEIGHT IS 120 FEET.
 AW6587'
 AW6587'THE POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6684 ***********************************************************************
 AW6684  DESIGNATION -  HOUSTON RHEEM MFG CO TANK
 AW6684  PID         -  AW6684
 AW6684  STATE/COUNTY-  TX/HARRIS
 AW6684  USGS QUAD   -  SETTEGAST (1995)
 AW6684
 AW6684                         *CURRENT SURVEY CONTROL
 AW6684  ___________________________________________________________________
 AW6684* NAD 83(1993)-  29 46 02.59088(N)    095 18 58.73228(W)     ADJUSTED  
 AW6684* NAVD 88     -                                                        
 AW6684  ___________________________________________________________________
 AW6684  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6684  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW6684
 AW6684  HORZ ORDER  -  THIRD
 AW6684
 AW6684.The horizontal coordinates were established by classical geodetic methods
 AW6684.and adjusted by the National Geodetic Survey in February 1996..
 AW6684
 AW6684
 AW6684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6684
 AW6684.The geoid height was determined by GEOID03.
 AW6684
 AW6684;                    North         East     Units Scale Factor Converg.
 AW6684;SPC TXSC     - 4,219,955.488   956,153.591   MT  0.99989163   +1 48 16.9
 AW6684;SPC TXSC     -13,844,970.63  3,136,980.57   sFT  0.99989163   +1 48 16.9
 AW6684;UTM  15      - 3,295,258.632   276,046.494   MT  1.00021887   -1 09 01.7
 AW6684
 AW6684                          SUPERSEDED SURVEY CONTROL
 AW6684
 AW6684  NAD 83(1986)-  29 46 02.60559(N)    095 18 58.71326(W) AD(       ) 4
 AW6684  NAD 27      -  29 46 01.78652(N)    095 18 57.94099(W) AD(       ) 3
 AW6684
 AW6684.Superseded values are not recommended for survey control.
 AW6684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6684.See file dsdata.txt to determine how the superseded data were derived.
 AW6684
 AW6684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7604695259(NAD 83)
 AW6684_MARKER: 53 = ELEVATED TANK
 AW6684
 AW6684  HISTORY     - Date     Condition        Report By
 AW6684  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6684  HISTORY     - 1987     GOOD             USPSQD
 AW6684  HISTORY     - 19960714 GOOD             USPSQD
 AW6684
 AW6684                          STATION DESCRIPTION
 AW6684
 AW6684'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6684'THE STATION IS LOCATED 4-1/4 MILES EAST-NORTHEAST OF THE CENTER OF
 AW6684'HOUSTON, 1/2 MILE SOUTH OF INTERSTATE HIGHWAY 10 AND AT 1025
 AW6684'LACKWOOD DRIVE.
 AW6684'
 AW6684'IT IS A WATER TANK WITH FOUR LACED CHANNEL STEEL LEGS AND HAS AN
 AW6684'ELLIPSOIDAL TOP AND BOTTOM, SILVER IN COLOR WITH RED LETTERING
 AW6684'RHEEM AND TWO RED BANDS AROUND THE TANK.  THE OVER-ALL HEIGHT IS
 AW6684'130 FEET.
 AW6684'
 AW6684'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
 AW6684
 AW6684                          STATION RECOVERY (1987)
 AW6684
 AW6684'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6684'RECOVERED IN GOOD CONDITION.
 AW6684
 AW6684                          STATION RECOVERY (1996)
 AW6684
 AW6684'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6601 ***********************************************************************
 AW6601  DESIGNATION -  HOUSTON RICE TEMPLE BAP CHURCH
 AW6601  PID         -  AW6601
 AW6601  STATE/COUNTY-  TX/HARRIS
 AW6601  USGS QUAD   -  BELLAIRE (1995)
 AW6601
 AW6601                         *CURRENT SURVEY CONTROL
 AW6601  ___________________________________________________________________
 AW6601* NAD 83(1993)-  29 42 31.42156(N)    095 24 44.68759(W)     ADJUSTED  
 AW6601* NAVD 88     -                                                        
 AW6601  ___________________________________________________________________
 AW6601  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW6601  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW6601
 AW6601  HORZ ORDER  -  THIRD
 AW6601
 AW6601.The horizontal coordinates were established by classical geodetic methods
 AW6601.and adjusted by the National Geodetic Survey in February 1996..
 AW6601
 AW6601
 AW6601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6601
 AW6601.The geoid height was determined by GEOID03.
 AW6601
 AW6601;                    North         East     Units Scale Factor Converg.
 AW6601;SPC TXSC     - 4,213,168.299   947,064.740   MT  0.99988445   +1 45 27.4
 AW6601;SPC TXSC     -13,822,702.99  3,107,161.57   sFT  0.99988445   +1 45 27.4
 AW6601;UTM  15      - 3,288,946.668   266,616.529   MT  1.00027210   -1 11 46.0
 AW6601
 AW6601                          SUPERSEDED SURVEY CONTROL
 AW6601
 AW6601  NAD 83(1986)-  29 42 31.43581(N)    095 24 44.66869(W) AD(       ) 4
 AW6601  NAD 27      -  29 42 30.60841(N)    095 24 43.88528(W) AD(       ) 3
 AW6601
 AW6601.Superseded values are not recommended for survey control.
 AW6601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6601.See file dsdata.txt to determine how the superseded data were derived.
 AW6601
 AW6601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6661788947(NAD 83)
 AW6601_MARKER: 90 = CHURCH SPIRE
 AW6601
 AW6601  HISTORY     - Date     Condition        Report By
 AW6601  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6601  HISTORY     - 1987     GOOD             USPSQD
 AW6601  HISTORY     - 19931030 GOOD             USPSQD
 AW6601  HISTORY     - 20040325 GOOD             USPSQD
 AW6601
 AW6601                          STATION DESCRIPTION
 AW6601
 AW6601'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6601'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF THE CENTER OF
 AW6601'HOUSTON AND JUST EAST OF THE INTERSECTION OF GREENBRIAR DRIVE AND
 AW6601'WORDSWORTH STREET.
 AW6601'
 AW6601'THE BASE OF THE SPIRE IS PAINTED WHITE AND HAS A WINDOW-LIKE
 AW6601'OPENING IN EACH OF THE FOUR SIDES.  THE CONE IS METAL AND IS PAINTED
 AW6601'BLACK.  AT THE APEX OF THE CONE IS A SMALL BALL WITH A SMALL SPIKE
 AW6601'PROJECTING ABOUT THREE FEET ABOVE THE BALL.  THE OVER-ALL HEIGHT
 AW6601'IS APPROXIMATELY 65 FEET.
 AW6601'
 AW6601'THE BALL AT THE APEX WAS INTERSECTED.
 AW6601
 AW6601                          STATION RECOVERY (1987)
 AW6601
 AW6601'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6601'RECOVERED IN GOOD CONDITION.
 AW6601
 AW6601                          STATION RECOVERY (1993)
 AW6601
 AW6601'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6601'RECOVERED IN GOOD CONDITION.
 AW6601
 AW6601                          STATION RECOVERY (2004)
 AW6601
 AW6601'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6737 ***********************************************************************
 AW6737  DESIGNATION -  HOUSTON RIVER OAKS CC TANK
 AW6737  PID         -  AW6737
 AW6737  STATE/COUNTY-  TX/HARRIS
 AW6737  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6737
 AW6737                         *CURRENT SURVEY CONTROL
 AW6737  ___________________________________________________________________
 AW6737* NAD 83(1993)-  29 45 17.55180(N)    095 25 47.28425(W)     ADJUSTED  
 AW6737* NAVD 88     -                                                        
 AW6737  ___________________________________________________________________
 AW6737  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AW6737  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW6737
 AW6737  HORZ ORDER  -  THIRD
 AW6737
 AW6737.The horizontal coordinates were established by classical geodetic methods
 AW6737.and adjusted by the National Geodetic Survey in February 1996..
 AW6737
 AW6737
 AW6737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6737
 AW6737.The geoid height was determined by GEOID03.
 AW6737
 AW6737;                    North         East     Units Scale Factor Converg.
 AW6737;SPC TXSC     - 4,218,229.195   945,227.029   MT  0.99989001   +1 44 56.7
 AW6737;SPC TXSC     -13,839,306.95  3,101,132.34   sFT  0.99989001   +1 44 56.7
 AW6737;UTM  15      - 3,294,097.567   265,041.512   MT  1.00028119   -1 12 23.2
 AW6737
 AW6737                          SUPERSEDED SURVEY CONTROL
 AW6737
 AW6737  NAD 83(1986)-  29 45 17.56610(N)    095 25 47.26548(W) AD(       ) 4
 AW6737  NAD 27      -  29 45 16.74372(N)    095 25 46.48181(W) AD(       ) 3
 AW6737
 AW6737.Superseded values are not recommended for survey control.
 AW6737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6737.See file dsdata.txt to determine how the superseded data were derived.
 AW6737
 AW6737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6504294098(NAD 83)
 AW6737_MARKER: 53 = ELEVATED TANK
 AW6737
 AW6737  HISTORY     - Date     Condition        Report By
 AW6737  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6737  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW6737  HISTORY     - 19931123 MARK NOT FOUND   USPSQD
 AW6737
 AW6737                          STATION DESCRIPTION
 AW6737
 AW6737'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6737'THE STATION IS LOCATED ABOUT 4 MILES WEST OF THE CENTER OF HOUSTON
 AW6737'AT 1600 RIVER OAKS BOULEVARD ON THE GROUNDS OF THE RIVER OAKS
 AW6737'COUNTRY CLUB.
 AW6737'
 AW6737'THE TANK IS GREEN IN COLOR, HAS AN ELLIPSOIDAL BOTTOM, A CONICAL
 AW6737'ROOF AND IS SUPPORTED BY FOUR ANGLE IRON LEGS.  THE OVER-ALL HEIGHT
 AW6737'IS APPROXIMATELY 93 FEET.
 AW6737'
 AW6737'THE BALL AT THE APEX WAS INTERSECTED.
 AW6737
 AW6737                          STATION RECOVERY (1987)
 AW6737
 AW6737'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6737'MARK NOT FOUND.
 AW6737
 AW6737                          STATION RECOVERY (1993)
 AW6737
 AW6737'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7451 ***********************************************************************
 AC7451  CBN         -  This is a Cooperative Base Network Control Station.
 AC7451  DESIGNATION -  HOUSTON RRP
 AC7451  PID         -  AC7451
 AC7451  STATE/COUNTY-  TX/HARRIS
 AC7451  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AC7451
 AC7451                         *CURRENT SURVEY CONTROL
 AC7451  ___________________________________________________________________
 AC7451* NAD 83(1993)-  29 46 45.89021(N)    095 25 58.74099(W)     ADJUSTED  
 AC7451* NAVD 88     -        39.628  (meters)     130.01   (feet)  ADJUSTED  
 AC7451  ___________________________________________________________________
 AC7451  X           -    -524,577.884 (meters)                     COMP
 AC7451  Y           -  -5,515,562.695 (meters)                     COMP
 AC7451  Z           -   3,149,180.183 (meters)                     COMP
 AC7451  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AC7451  ELLIP HEIGHT-          12.21  (meters)          (10/24/00) GPS OBS
 AC7451  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AC7451  DYNAMIC HT  -          39.574 (meters)     129.84  (feet)  COMP
 AC7451  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AC7451
 AC7451  HORZ ORDER  -  A
 AC7451  VERT ORDER  -  FIRST     CLASS II
 AC7451  ELLP ORDER  -  FOURTH    CLASS I
 AC7451
 AC7451.The horizontal coordinates were established by GPS observations
 AC7451.and adjusted by the National Geodetic Survey in September 1992..
 AC7451
 AC7451.The orthometric height was determined by differential leveling
 AC7451.and adjusted by the National Geodetic Survey in June 1991..
 AC7451
 AC7451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7451
 AC7451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7451
 AC7451.The ellipsoidal height was determined by GPS observations
 AC7451.and is referenced to NAD 83.
 AC7451
 AC7451.The geoid height was determined by GEOID03.
 AC7451
 AC7451.The dynamic height is computed by dividing the NAVD 88
 AC7451.geopotential number by the normal gravity value computed on the
 AC7451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7451.degrees latitude (g = 980.6199 gals.).
 AC7451
 AC7451.The modeled gravity was interpolated from observed gravity values.
 AC7451
 AC7451;                    North         East     Units Scale Factor Converg.
 AC7451;SPC TXSC     - 4,220,938.296   944,836.454   MT  0.99989323   +1 44 51.1
 AC7451;SPC TXSC     -13,848,195.06  3,099,850.93   sFT  0.99989323   +1 44 51.1
 AC7451;UTM  15      - 3,296,824.269   264,791.064   MT  1.00028264   -1 12 32.1
 AC7451
 AC7451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7451!SPC TXSC     -   0.99999808  x   0.99989323  =   0.99989131
 AC7451!UTM  15      -   0.99999808  x   1.00028264  =   1.00028072
 AC7451
 AC7451                          SUPERSEDED SURVEY CONTROL
 AC7451
 AC7451  ELLIP H (09/04/92)   12.29   (m)                       GP(       ) 3 1
 AC7451  NAD 83(1986)-  29 46 45.90467(N)    095 25 58.72223(W) AD(       ) 1
 AC7451  NAVD 88 (09/04/92)   39.63   (m)          130.0    (f) LEVELING    3  
 AC7451  NGVD 29 (12/23/87)   39.623  (m)          130.00   (f) ADJUSTED    1 2
 AC7451
 AC7451.Superseded values are not recommended for survey control.
 AC7451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7451.See file dsdata.txt to determine how the superseded data were derived.
 AC7451
 AC7451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6479196824(NAD 83)
 AC7451_MARKER: DB = BENCH MARK DISK
 AC7451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7451_SP_SET: CONCRETE POST ON TOP OF BUILDING
 AC7451_MARK LOGO: TXHD  
 AC7451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7451+STABILITY: POSITION/ELEVATION WELL
 AC7451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7451+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1993
 AC7451
 AC7451  HISTORY     - Date     Condition        Report By
 AC7451  HISTORY     - 1987     MONUMENTED       TXHD
 AC7451  HISTORY     - 1987     GOOD             NGS
 AC7451  HISTORY     - 19920316 GOOD
 AC7451  HISTORY     - 19930222 GOOD
 AC7451  HISTORY     - 19930902 GOOD
 AC7451  HISTORY     - 19931123 GOOD             USPSQD
 AC7451
 AC7451                          STATION DESCRIPTION
 AC7451
 AC7451'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1987 (REP)
 AC7451'THE STATION IS LOCATED IN HOUSTON, AT THE
 AC7451'STATE DEPARTMENT OF HIGHWAYS AND PUBLIC
 AC7451'TRANSPORTATION BUILDING, AT 7721 WASHINGTON STREET.
 AC7451'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, 11TH AND BRAZOS, AUSTIN TX
 AC7451'78701, PHONE 512-465-7337.
 AC7451'
 AC7451'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 AC7451'WASHINGTON STREET, ABOUT 6.4 KM (4.0 MI) NORTHWEST OF DOWNTOWN
 AC7451'HOUSTON, GO WEST ON WASHINGTON STREET FOR 0.3 KM (0.2 MI) TO THE
 AC7451'STATE BUILDING ON THE LEFT.  THE STATION IS ON THE ROOF OF THE
 AC7451'BUILDING, IN THE SOUTHEAST CORNER.
 AC7451'
 AC7451'THE STATION IS A STANDARD TXHD DISK
 AC7451'THAT IS ---UNSTAMPED---,
 AC7451'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AC7451'46 CM ON SIDE PROJECTING 20 CM ABOVE ROOF.  LOCATED
 AC7451'2.4 METERS (8.0 FT) WEST FROM THE EAST EDGE OF THE ROOF AND
 AC7451'2.3 METERS (7.7 FT) SOUTH FROM THE NORTH EDGE OF THE ROOF.
 AC7451'
 AC7451'THIS SURVEY DISK IS NOT STAMPED AT PRESENT, BUT IS TO BE STAMPED
 AC7451'---HOUSTON RRP--- BY THE TEXAS DEPARTMENT OF HIGHWAYS.
 AC7451'
 AC7451'HARRIS-GALVESTON, TEXAS, SUBSIDENCE NETWORK, JAN 1987.
 AC7451'
 AC7451'DESCRIBED BY D.A. BOWLING.
 AC7451
 AC7451                          STATION RECOVERY (1987)
 AC7451
 AC7451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AC7451'IN HOUSTON.
 AC7451'IN HOUSTON, AT 7721 WASHINGTON AVENUE, A SQUARE CONCRETE POST
 AC7451'PROJECTING 46 CM ON TOP OF AND AT THE NORTHEAST CORNER OF THE 5-STORY
 AC7451'BUILDING KNOW AS THE NEW ANNEX AT THE STATE HIGHWAY DEPARTMENT
 AC7451'COMPLEX.  THE DISK IS NOT STAMPED.
 AC7451'THE MARK IS 0.3 M ABOVE THE ROOF.
 AC7451
 AC7451                          STATION RECOVERY (1992)
 AC7451
 AC7451'RECOVERED 1992
 AC7451'RECOVERED IN GOOD CONDITION.
 AC7451
 AC7451                          STATION RECOVERY (1993)
 AC7451
 AC7451'RECOVERED 1993
 AC7451'RECOVERED IN GOOD CONDITION.
 AC7451
 AC7451                          STATION RECOVERY (1993)
 AC7451
 AC7451'RECOVERED 1993
 AC7451'RECOVERED IN GOOD CONDITION.
 AC7451
 AC7451                          STATION RECOVERY (1993)
 AC7451
 AC7451'RECOVERY NOTE BY US POWER SQUADRON 1993
 AC7451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9539 ***********************************************************************
 AF9539  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9539  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9539  DESIGNATION -  HOUSTON RRP CORS ARP
 AF9539  CORS_ID     -  HOUS
 AF9539  PID         -  AF9539
 AF9539  STATE/COUNTY-  TX/HARRIS
 AF9539  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AF9539
 AF9539                         *CURRENT SURVEY CONTROL
 AF9539  ___________________________________________________________________
 AF9539* NAD 83(CORS)-  29 46 45.89146(N)    095 25 58.74184(W)     ADJUSTED  
 AF9539* NAVD 88     -        40.65   (meters)     133.4    (feet)  GPS OBS   
 AF9539  ___________________________________________________________________
 AF9539  EPOCH DATE  -        2002.00
 AF9539  X           -    -524,577.993 (meters)                     COMP
 AF9539  Y           -  -5,515,563.607 (meters)                     COMP
 AF9539  Z           -   3,149,180.753 (meters)                     COMP
 AF9539  ELLIP HEIGHT-          13.29  (meters)          (03/??/02) GPS OBS
 AF9539  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AF9539
 AF9539  HORZ ORDER  -  SPECIAL (CORS)
 AF9539  ELLP ORDER  -  SPECIAL (CORS)
 AF9539
 AF9539.ITRF positions are available for this station.
 AF9539.The coordinates were established by GPS observations
 AF9539.and adjusted by the National Geodetic Survey in March 2002..
 AF9539.The coordinates are valid at the epoch date displayed above.
 AF9539.The epoch date for horizontal control is a decimal equivalence
 AF9539.of Year/Month/Day.
 AF9539
 AF9539.The orthometric height was determined by GPS observations and a
 AF9539.high-resolution geoid model using precise GPS observation and
 AF9539.processing techniques.
 AF9539
 AF9539.The PID for the CORS L1 Phase Center is AW5607.
 AF9539
 AF9539.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9539
 AF9539.The ellipsoidal height was determined by GPS observations
 AF9539.and is referenced to NAD 83.
 AF9539
 AF9539.The geoid height was determined by GEOID03.
 AF9539
 AF9539;                    North         East     Units Scale Factor Converg.
 AF9539;SPC TXSC     - 4,220,938.334   944,836.430   MT  0.99989323   +1 44 51.1
 AF9539;SPC TXSC     -13,848,195.18  3,099,850.85   sFT  0.99989323   +1 44 51.1
 AF9539
 AF9539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9539!SPC TXSC     -   0.99999791  x   0.99989323  =   0.99989114
 AF9539
 AF9539                          SUPERSEDED SURVEY CONTROL
 AF9539
 AF9539  NAD 83(CORS)-  29 46 45.89148(N)    095 25 58.74151(W) AD(1997.00) c
 AF9539  ELLIP H (07/??/00)   13.35   (m)                       GP(1997.00) c c
 AF9539  NAD 83(CORS)-  29 46 45.89128(N)    095 25 58.74120(W) AD(1997.00) c
 AF9539  ELLIP H (03/??/98)   13.34   (m)                       GP(1997.00) c c
 AF9539  NAD 83(CORS)-  29 46 45.89120(N)    095 25 58.74141(W) AD(1997.00) c
 AF9539  NAD 83(CORS)-  29 46 45.89120(N)    095 25 58.74141(W) AD(1996.00) c
 AF9539  ELLIP H (04/??/96)   13.36   (m)                       GP(1997.00) c c
 AF9539  ELLIP H (04/??/96)   13.36   (m)                       GP(1996.00) c c
 AF9539
 AF9539.Superseded values are not recommended for survey control.
 AF9539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9539.See file dsdata.txt to determine how the superseded data were derived.
 AF9539
 AF9539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6479196824(NAD 83)
 AF9539_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9539
 AF9539                          STATION DESCRIPTION
 AF9539
 AF9539'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9539'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9539'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9539'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9539'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9539'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4379 ***********************************************************************
 DF4379  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4379  DESIGNATION -  HOUSTON RRP2 CORS ARP
 DF4379  CORS_ID     -  TXHU
 DF4379  PID         -  DF4379
 DF4379  STATE/COUNTY-  TX/HARRIS
 DF4379  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 DF4379
 DF4379                         *CURRENT SURVEY CONTROL
 DF4379  ___________________________________________________________________
 DF4379* NAD 83(CORS)-  29 46 45.89147(N)    095 25 58.74137(W)     ADJUSTED  
 DF4379* NAVD 88     -                                                        
 DF4379  ___________________________________________________________________
 DF4379  EPOCH DATE  -        2002.00
 DF4379  X           -    -524,577.978 (meters)                     COMP
 DF4379  Y           -  -5,515,563.573 (meters)                     COMP
 DF4379  Z           -   3,149,180.733 (meters)                     COMP
 DF4379  ELLIP HEIGHT-          13.25  (meters)          (03/??/03) GPS OBS
 DF4379  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DF4379
 DF4379  HORZ ORDER  -  SPECIAL (CORS)
 DF4379  ELLP ORDER  -  SPECIAL (CORS)
 DF4379
 DF4379.ITRF positions are available for this station.
 DF4379.The coordinates were established by GPS observations
 DF4379.and adjusted by the National Geodetic Survey in March 2003..
 DF4379.The coordinates are valid at the epoch date displayed above.
 DF4379.The epoch date for horizontal control is a decimal equivalence
 DF4379.of Year/Month/Day.
 DF4379
 DF4379
 DF4379.The PID for the CORS L1 Phase Center is DF4380.
 DF4379
 DF4379.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4379
 DF4379.The ellipsoidal height was determined by GPS observations
 DF4379.and is referenced to NAD 83.
 DF4379
 DF4379.The geoid height was determined by GEOID03.
 DF4379
 DF4379;                    North         East     Units Scale Factor Converg.
 DF4379;SPC TXSC     - 4,220,938.334   944,836.443   MT  0.99989323   +1 44 51.1
 DF4379;SPC TXSC     -13,848,195.18  3,099,850.90   sFT  0.99989323   +1 44 51.1
 DF4379
 DF4379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4379!SPC TXSC     -   0.99999792  x   0.99989323  =   0.99989115
 DF4379
 DF4379                          SUPERSEDED SURVEY CONTROL
 DF4379
 DF4379.No superseded survey control is available for this station.
 DF4379
 DF4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6479196824(NAD 83)
 DF4379_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4379
 DF4379                          STATION DESCRIPTION
 DF4379
 DF4379'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4379'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4379'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4379'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4379'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4379'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4380 ***********************************************************************
 DF4380  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4380  DESIGNATION -  HOUSTON RRP2 CORS L1 PHASE CENTER
 DF4380  CORS_ID     -  TXHU
 DF4380  PID         -  DF4380
 DF4380  STATE/COUNTY-  TX/HARRIS
 DF4380  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 DF4380
 DF4380                         *CURRENT SURVEY CONTROL
 DF4380  ___________________________________________________________________
 DF4380* NAD 83(CORS)-  29 46 45.89148(N)    095 25 58.74135(W)     ADJUSTED  
 DF4380* NAVD 88     -                                                        
 DF4380  ___________________________________________________________________
 DF4380  EPOCH DATE  -        2002.00
 DF4380  X           -    -524,577.983 (meters)                     COMP
 DF4380  Y           -  -5,515,563.634 (meters)                     COMP
 DF4380  Z           -   3,149,180.768 (meters)                     COMP
 DF4380  ELLIP HEIGHT-          13.32  (meters)          (03/??/03) GPS OBS
 DF4380  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DF4380
 DF4380  HORZ ORDER  -  SPECIAL (CORS)
 DF4380  ELLP ORDER  -  SPECIAL (CORS)
 DF4380
 DF4380.ITRF positions are available for this station.
 DF4380.The coordinates were established by GPS observations
 DF4380.and adjusted by the National Geodetic Survey in March 2003..
 DF4380.The coordinates are valid at the epoch date displayed above.
 DF4380.The epoch date for horizontal control is a decimal equivalence
 DF4380.of Year/Month/Day.
 DF4380
 DF4380
 DF4380.The PID for the CORS ARP is DF4379.
 DF4380
 DF4380.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4380
 DF4380.The ellipsoidal height was determined by GPS observations
 DF4380.and is referenced to NAD 83.
 DF4380
 DF4380.The geoid height was determined by GEOID03.
 DF4380
 DF4380;                    North         East     Units Scale Factor Converg.
 DF4380;SPC TXSC     - 4,220,938.335   944,836.443   MT  0.99989323   +1 44 51.1
 DF4380;SPC TXSC     -13,848,195.19  3,099,850.90   sFT  0.99989323   +1 44 51.1
 DF4380
 DF4380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4380!SPC TXSC     -   0.99999791  x   0.99989323  =   0.99989114
 DF4380
 DF4380                          SUPERSEDED SURVEY CONTROL
 DF4380
 DF4380.No superseded survey control is available for this station.
 DF4380
 DF4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6479196824(NAD 83)
 DF4380_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF4380
 DF4380                          STATION DESCRIPTION
 DF4380
 DF4380'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF4380'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4380'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4380'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4380'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4380'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0180 ***********************************************************************
 AW0180  DESIGNATION -  HOUSTON S BASE RESET
 AW0180  PID         -  AW0180
 AW0180  STATE/COUNTY-  TX/HARRIS
 AW0180  USGS QUAD   -  PEARLAND (1995)
 AW0180
 AW0180                         *CURRENT SURVEY CONTROL
 AW0180  ___________________________________________________________________
 AW0180* NAD 83(1993)-  29 37 14.48931(N)    095 18 17.21913(W)     ADJUSTED  
 AW0180* NAVD 88     -        15.52   (+/-2cm)      50.9    (feet)  VERTCON   
 AW0180  ___________________________________________________________________
 AW0180  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW0180  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW0180
 AW0180  HORZ ORDER  -  FIRST
 AW0180  VERT ORDER  -  THIRD (See Below)
 AW0180
 AW0180.The horizontal coordinates were established by classical geodetic methods
 AW0180.and adjusted by the National Geodetic Survey in February 1996..
 AW0180
 AW0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0180.The vertical order pertains to the NGVD 29 superseded value.
 AW0180
 AW0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0180
 AW0180.The geoid height was determined by GEOID03.
 AW0180
 AW0180;                    North         East     Units Scale Factor Converg.
 AW0180;SPC TXSC     - 4,203,739.944   957,781.759   MT  0.99987564   +1 48 37.2
 AW0180;SPC TXSC     -13,791,770.13  3,142,322.32   sFT  0.99987564   +1 48 37.2
 AW0180;UTM  15      - 3,278,975.317   276,837.517   MT  1.00021452   -1 08 22.6
 AW0180
 AW0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0180!SPC TXSC     -   1.00000183  x   0.99987564  =   0.99987747
 AW0180!UTM  15      -   1.00000183  x   1.00021452  =   1.00021635
 AW0180
 AW0180|---------------------------------------------------------------------|
 AW0180| PID    Reference Object                     Distance      Geod. Az  |
 AW0180|                                                           dddmmss.s |
 AW0180| AW0176 G 54                                 26.609 METERS 09033     |
 AW0180| AW6565 HOUSTON SOUTH BASE ECC               31.031 METERS 23616     |
 AW0180| AW6516 HOUSTON GARDEN VILLAS MUN TANK      APPROX. 3.7 KM 3544445.1 |
 AW0180|---------------------------------------------------------------------|
 AW0180
 AW0180                          SUPERSEDED SURVEY CONTROL
 AW0180
 AW0180  NAD 83(1986)-  29 37 14.50352(N)    095 18 17.19929(W) AD(       ) 1
 AW0180  NAD 27      -  29 37 13.66843(N)    095 18 16.42500(W) AD(       ) 1
 AW0180  NGVD 29 (07/19/86)   15.52   (m)           50.9    (f) LEVELING    3  
 AW0180
 AW0180.Superseded values are not recommended for survey control.
 AW0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0180.See file dsdata.txt to determine how the superseded data were derived.
 AW0180
 AW0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7683878975(NAD 83)
 AW0180_MARKER: DS = TRIANGULATION STATION DISK
 AW0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0180_STAMPING: HOUSTON S BASE 1942 1963
 AW0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0180+STABILITY: SURFACE MOTION
 AW0180
 AW0180  HISTORY     - Date     Condition        Report By
 AW0180  HISTORY     - 1963     MONUMENTED       CGS
 AW0180  HISTORY     - 1964     SEE DESCRIPTION  CGS
 AW0180  HISTORY     - 1965     GOOD             CGS
 AW0180  HISTORY     - 1968     GOOD             CGS
 AW0180  HISTORY     - 1973     GOOD             NGS
 AW0180  HISTORY     - 1973     GOOD             NGS
 AW0180  HISTORY     - 1973     GOOD             NGS
 AW0180  HISTORY     - 1978     GOOD             NGS
 AW0180  HISTORY     - 1978     GOOD             NGS
 AW0180  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0180  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0180  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0180  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0180  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0180  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW0180
 AW0180                          STATION DESCRIPTION
 AW0180
 AW0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW0180'THE STATION IS LOCATED THREE MILES SOUTHWEST OF THE HOUSTON
 AW0180'INTERNATIONAL AIRPORT, IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 AW0180'OF ALMEDA-GENOA AND MYKAWA ROADS.
 AW0180'
 AW0180'THE STATION MARK IS A STANDARD DISK STAMPED HOUSTON S BASE 1942,
 AW0180'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS
 AW0180'FLUSH WITH THE GROUND SURFACE.  IT IS 29.5 FEET SOUTH OF A
 AW0180'POWERLINE POLE.  54.0 FEET WEST OF THE CENTERLINE OF MYKAWA ROAD.
 AW0180'61.0 FEET SOUTH OF THE CENTERLINE OF ALMEDA-GENOA ROAD.
 AW0180'
 AW0180'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOUSTON S BASE NO
 AW0180'1 1942, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 AW0180'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 42.0 FEET WEST
 AW0180'OF THE CENTERLINE OF MYKAWA ROAD.  35.0 FEET NORTH OF THE
 AW0180'CENTERLINE OF A DRIVEWAY TO A WHITE FRAME HOUSE AND 54.0 FEET
 AW0180'NORTHEAST OF A WHITE FRAME HOUSE.
 AW0180'
 AW0180'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOUSTON S BASE NO
 AW0180'2 1942, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 AW0180'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 30.0 FEET SOUTH
 AW0180'OF THE CENTERLINE OF ALMEDA-GENOA ROAD.  51.8 FEET NORTHEAST OF
 AW0180'A WHITE FRAME HOUSE AND 83.0 FEET WEST OF A POWERLINE POLE.
 AW0180'
 AW0180'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOUSTON S BASE 1942,
 AW0180'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH
 AW0180'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 6.0 FEET NORTH
 AW0180'OF A EAST-WEST FENCE LINE.  11.0 FEET WEST OF A NORTH-SOUTH
 AW0180'FENCE LINE.  12.0 FEET WEST-SOUTHWEST OF A STANDARD METAL
 AW0180'WITNESS POST AND SIGN.  35.5 FEET NORTH OF FUQUA ROAD AND 46.0
 AW0180'FEET WEST OF MYKAWA ROAD.
 AW0180'
 AW0180'BENCH MARK G 54 IS A STANDARD DISK STAMPED G 54 1918 ELV 55.20,
 AW0180'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT WHICH
 AW0180'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.0 FEET EAST
 AW0180'OF A STANDARD METAL WITNESS POST AND SIGN.  30.0 FEET WEST OF
 AW0180'A RAILROAD TRACK.  30.0 FEET SOUTH OF TELEPHONE POLE 6630.  32.0
 AW0180'FEET EAST OF THE CENTERLINE OF MYKAWA ROAD AND 60.0 FEET SOUTH
 AW0180'OF THE CENTERLINE OF ALMEDA-GENOA ROAD.
 AW0180'
 AW0180'THE TOWER COULD NOT BE ERECTED OVER THE STATION BECAUSE OF A
 AW0180'POWERLINE, AN ECCENTRIC POINT WAS USED AND ALL DATA WAS REDUCED
 AW0180'BACK TO THE OLD STATION.
 AW0180'
 AW0180'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND DUE TO POWERLINE
 AW0180'POLES.
 AW0180'
 AW0180'NOTE--STATION MARK WAS RESET TO SEE IF THE UNDERGROUND POSITION
 AW0180'WAS STILL PLUMB AND THE SURFACE AND SUB-SURFACE DISKS WERE IN
 AW0180'PLUMB SO THE STAMPING IS NOW HOUSTON S BASE 1942 1963.
 AW0180'
 AW0180'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AW0180
 AW0180                          STATION RECOVERY (1964)
 AW0180
 AW0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW0180'HOUSTON SOUTH BASE 1942 IS AT MYKAWA, 125 FEET SOUTHWEST OF THE
 AW0180'CENTER OF THE CROSSING OF THE ALMEDA-GENOA ROAD, 130 FEET WEST OF
 AW0180'THE WEST RAIL OF THE MAIN TRACK OF THE GULF, COLORADO, AND SANTA
 AW0180'FE RAILROAD, 98-1/2 FEET SOUTH OF R.M. 1, 94 FEET SOUTHEAST OF
 AW0180'R.M. 2, 86 FEET WEST OF BENCH MARK G 54 1918, 29 FEET SOUTH OF A
 AW0180'POWER POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW0180'4 INCHES.
 AW0180'
 AW0180'R.M. 1 IS 98-1/2 FEET SOUTH OF THE STATION MARK, 169 FEET SOUTH OF
 AW0180'THE CENTER LINE OF ALMEDA-GENOA ROAD, 117-1/2 FEET WEST OF THE
 AW0180'WEST RAIL OF THE MAIN TRACK OF THE GULF, COLORADO AND SANTA FE
 AW0180'RAILROAD, 42 FEET WEST OF THE CENTER LINE OF MYKAWA ROAD, 60
 AW0180'FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE HOUSE, AND SET
 AW0180'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW0180'
 AW0180'R.M. 2 IS 94 FEET NORTHWEST OF THE STATION MARK, 52 FEET
 AW0180'NORTHEAST OF THE NORTHEAST CORNER OF A WHITE HOUSE, 34 FEET
 AW0180'SOUTH OF THE CENTER LINE OF ALMEDA-GENOA ROAD, 23 FEET NORTHEAST
 AW0180'OF AN 8-INCH CEDAR TREE, 1 FOOT NORTH OF A FENCE, AND SET IN
 AW0180'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AW0180'
 AW0180'THE AZIMUTH MARK, STAMPED HOUSTON S BASE 1942, IS ABOUT 0.6
 AW0180'MILE SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 AW0180'THE ALMEDA-GENOA ROAD CROSSING AT MYKAWA, 130 FEET WEST OF THE
 AW0180'WEST RAIL OF THE TRACK, 49 FEET WEST OF THE CENTER LINE OF MYKAWA
 AW0180'ROAD, 32 FEET NORTH OF THE CENTER LINE OF A SHELL ROAD LEADING
 AW0180'WEST, 11-1/2 FEET WEST OF A FENCE, 7 FEET NORTH OF A FENCE,
 AW0180'11.8 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP
 AW0180'OF A CONCRETE POST PROJECTING 6 INCHES.
 AW0180
 AW0180                          STATION RECOVERY (1965)
 AW0180
 AW0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 AW0180'THE STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARKS WERE
 AW0180'RECOVERED IN GOOD CONDITION AS DESCRIBED, AZIMUTH MARK NO LONGER
 AW0180'VISIBLE FROM STATION.
 AW0180
 AW0180                          STATION RECOVERY (1968)
 AW0180
 AW0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0180'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, BM G AND
 AW0180'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 AW0180'REFERENCE MARKS 1 AND 2 CHECKED.  THE DIRECTION BETWEEN REFERENCE
 AW0180'MARKS 1 AND 2 CHECKED.  A DIFFERENCE OF 0.13 OF A FOOT SHORTER
 AW0180'WAS FOUND IN THE DISTANCE TO BM G 54 AND THE DIRECTION BETWEEN
 AW0180'REFERENCE MARK 1 AND BM G 54 CHECKED.  THE AZIMUTH MARK IS
 AW0180'BLOCKED BY POWER LINE POLES.  A TOWER COULD NOT BE BUILT OVER THE
 AW0180'STATION DUE TO OVERHEAD POWER LINES.  REFERENCE MARK 3 WAS
 AW0180'ESTABLISHED AND OBSERVATIONS WERE MADE FROM THIS MARK.
 AW0180'FOLLOWING IS A NEW DESCRIPTION
 AW0180'
 AW0180'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 AW0180'OF ALMEDA-GENOA AND MYKAWA ROADS, ABOUT 10 MILES SOUTHEAST OF THE
 AW0180'CENTER OF HOUSTON, 4-1/2 MILES NORTH-NORTHWEST OF PEARLAND,
 AW0180'2-3/4 MILES SOUTHWEST OF THE HOUSTON INTERNATIONAL AIRPORT AND ON
 AW0180'PROPERTY OF MR. A.M. DAVIS.
 AW0180'
 AW0180'THE STATION MARK IS A STANDARD DISK STAMPED HOUSTON S BASE 1942
 AW0180'1963, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH
 AW0180'WITH THE GROUND.  IT IS 59 FEET SOUTH OF THE CENTER OF THE
 AW0180'ALMEDA-GENOA ROAD, 51 FEET WEST OF THE CENTER OF MYKAWA ROAD
 AW0180'AND 30 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE.
 AW0180'
 AW0180'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOUSTON S BASE NO
 AW0180'1 1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW0180'WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 54.8 FEET NORTHEAST
 AW0180'OF THE NORTHEAST CORNER OF HOUSE NO. 10914, 41 FEET WEST OF THE
 AW0180'CENTER OF MYKAWA ROAD AND 39 FEET NORTH OF THE CENTER OF A
 AW0180'DRIVEWAY.
 AW0180'
 AW0180'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOUSTON S BASE NO 2
 AW0180'1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW0180'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 84 FEET WEST OF THE
 AW0180'POWER LINE POLE, 52 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AW0180'HOUSE NO. 6618 AND 30 FEET SOUTH OF THE CENTER OF ALMEDA-GENOA
 AW0180'ROAD.
 AW0180'
 AW0180'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HOUSTON S BASE 1942
 AW0180'1963 NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AW0180'MONUMENT FLUSH WITH THE GROUND.  IT IS 102.4 FEET WEST OF THE
 AW0180'CENTER OF MYKAWA ROAD, 96 FEET SOUTH OF THE CENTER OF ALMEDA-GENOA
 AW0180'ROAD, 85.8 FEET EAST OF THE SOUTHEAST CORNER OF HOUSE NO. 6618
 AW0180'AND 75 FEET SOUTH-SOUTHWEST OF THE POWER LINE POLE.
 AW0180'
 AW0180'BENCH MARK G 54 IS A STANDARD DISK STAMPED G 54 1918 ELEV 55.20,
 AW0180'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH
 AW0180'PROJECTS 3-INCHES ABOVE THE GROUND.  IT IS 60 FEET SOUTH OF THE
 AW0180'CENTER OF ALMEDA-GENOA ROAD, 33 FEET EAST OF THE CENTER OF MYKAWA
 AW0180'ROAD, 32 FEET SOUTH OF TELEPHONE POLE NO. 6630, 30 FEET WEST OF
 AW0180'THE WEST RAIL OF A RAILROAD TRACK AND 1 FOOT EAST OF A METAL
 AW0180'WITNESS POST.
 AW0180'
 AW0180'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOUSTON S BASE
 AW0180'1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW0180'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 47 FEET WEST OF THE
 AW0180'CENTER OF MYKAWA ROAD, 31 FEET NORTH OF THE CENTER OF FUQUA
 AW0180'ROAD, 12.1 FEET SOUTHWEST OF A METAL WITNESS POST, 11.7 FEET WEST
 AW0180'OF A NORTH-SOUTH FENCE LINE AND 8 FEET NORTH OF AN EAST WEST
 AW0180'FENCE LINE.
 AW0180'
 AW0180'TO REACH THE AZIMUTH MARK FROM THE STATION, GO IN A SOUTHERLY
 AW0180'DIRECTION ON MYKAWA ROAD FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 AW0180
 AW0180                          STATION RECOVERY (1973)
 AW0180
 AW0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0180'IN MYKAWA.
 AW0180'AT MYKAWA, AT THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE
 AW0180'RAILROAD AND ALMEDA-GENOA ROAD, AT THE SOUTHWEST CORNER OF THE
 AW0180'CROSSING OF ALMEDA-GENOA ROAD AND MYKAWA ROAD AT MYKAWA, 52 FEET WEST
 AW0180'OF THE CENTER LINE OF MYKAWA ROAD, 60 FEET SOUTH OF THE CENTER LINE OF
 AW0180'ALMEDA-GENOA ROAD, 29.8 FEET SOUTH-SOUTHEAST OF A POWER POLE, 89.4
 AW0180'FEET NORTH-NORTHWEST OF REFERENCE MARK NO 1, SET IN THE TOP OF A
 AW0180'CONCRETE POST, 0.2 FOOT UNDERGROUND, AND ABOUT 2 FEET ABOVE THE ROADS.
 AW0180
 AW0180                          STATION RECOVERY (1973)
 AW0180
 AW0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0180'HOUSTON S BASE TRIANGULATION STATION DISK STAMPED HOUSTON S BASE
 AW0180'1942 1963, AT THE SOUTHWEST CORNER OF THE CROSSING OF ALMEDA-GENOA
 AW0180'ROAD AND MYKAWA ROAD, 52 FEET WEST OF THE CENTER LINE OF MYKAWA
 AW0180'ROAD, 60 FEET SOUTH OF THE CENTER LINE OF ALMEDA-GENOA ROAD,
 AW0180'29.8 FEET SOUTH-SOUTHEAST OF A POWER POLE, SET IN THE TOP OF A
 AW0180'CONCRETE POST 0.2 FOOT UNDERGROUND, AND ABOUT 2 FEET HIGHER
 AW0180'THAN THE ROADS.
 AW0180'
 AW0180'HOUSTON S BASE RM 2 REFERENCE MARK DISK STAMPED HOUSTON S BASE
 AW0180'NO 2 1942, 94.2 FEET WEST-NORTHWEST OF THE STATION MARK, SET IN
 AW0180'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AW0180'
 AW0180'HOUSTON S BASE RM 3 REFERENCE MARK DISK STAMPED HOUSTON S BASE
 AW0180'NO 3 1942 1963 1968, 81.1 FEET SOUTHEAST OF RM NO 2, 88.1 FEET
 AW0180'NORTHWEST OF RM NO 1, SET IN THE TOP OF A CONCRETE POST 0.1
 AW0180'FOOT UNDERGROUND.
 AW0180'
 AW0180'HOUSTON S BASE RM 1 REFERENCE MARK DISK STAMPED HOUSTON S BASE
 AW0180'NO 1 1942, 89.4 FEET SOUTH-SOUTHEAST OF THE STATION, SET IN THE
 AW0180'TOP OF A CONCRETE POST THAT IS PROJECTING 0.1 FOOT ABOVE THE
 AW0180'GROUND.
 AW0180'
 AW0180'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MYKAWA,
 AW0180'AT THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 AW0180'AND ALMEDA-GENOA ROAD.
 AW0180
 AW0180                          STATION RECOVERY (1973)
 AW0180
 AW0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 AW0180'HOUSTON S. BASE 1942 1963, RM 1, RM 2, AND RM 3 WERE RECOVERED
 AW0180'IN GOOD CONDITION.
 AW0180'
 AW0180'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MYKAWA
 AW0180
 AW0180                          STATION RECOVERY (1978)
 AW0180
 AW0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0180'RECOVERED IN GOOD CONDITION.
 AW0180
 AW0180                          STATION RECOVERY (1978)
 AW0180
 AW0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0180'RECOVERED IN GOOD CONDITION.
 AW0180
 AW0180                          STATION RECOVERY (1987)
 AW0180
 AW0180'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0180'MARK NOT FOUND.
 AW0180
 AW0180                          STATION RECOVERY (1987)
 AW0180
 AW0180'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0180'MARK NOT FOUND.
 AW0180
 AW0180                          STATION RECOVERY (1987)
 AW0180
 AW0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0180'THERE IS A NEW BUILDING (STOP AND GO STORE) AT THIS LOCATION.
 AW0180
 AW0180                          STATION RECOVERY (1988)
 AW0180
 AW0180'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0180'MARK NOT FOUND.
 AW0180
 AW0180                          STATION RECOVERY (1989)
 AW0180
 AW0180'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0180'MARK NOT FOUND.
 AW0180
 AW0180                          STATION RECOVERY (1995)
 AW0180
 AW0180'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0179 ***********************************************************************
 AW0179  DESIGNATION -  HOUSTON S BASE RM 3
 AW0179  PID         -  AW0179
 AW0179  STATE/COUNTY-  TX/HARRIS
 AW0179  USGS QUAD   -  PEARLAND (1995)
 AW0179
 AW0179                         *CURRENT SURVEY CONTROL
 AW0179  ___________________________________________________________________
 AW0179* NAD 83(1993)-  29 37 14.12828(N)    095 18 17.69245(W)     ADJUSTED  
 AW0179* NAVD 88     -        16.30   (+/-2cm)      53.5    (feet)  VERTCON   
 AW0179  ___________________________________________________________________
 AW0179  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW0179  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW0179
 AW0179  HORZ ORDER  -  FIRST
 AW0179  VERT ORDER  -  THIRD (See Below)
 AW0179
 AW0179.The horizontal coordinates were established by classical geodetic methods
 AW0179.and adjusted by the National Geodetic Survey in February 1996..
 AW0179
 AW0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0179.The vertical order pertains to the NGVD 29 superseded value.
 AW0179
 AW0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0179
 AW0179.The geoid height was determined by GEOID03.
 AW0179
 AW0179;                    North         East     Units Scale Factor Converg.
 AW0179;SPC TXSC     - 4,203,728.432   957,769.384   MT  0.99987563   +1 48 37.0
 AW0179;SPC TXSC     -13,791,732.36  3,142,281.72   sFT  0.99987563   +1 48 37.0
 AW0179;UTM  15      - 3,278,964.454   276,824.562   MT  1.00021459   -1 08 22.9
 AW0179
 AW0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0179!SPC TXSC     -   1.00000171  x   0.99987563  =   0.99987733
 AW0179!UTM  15      -   1.00000171  x   1.00021459  =   1.00021630
 AW0179
 AW0179                          SUPERSEDED SURVEY CONTROL
 AW0179
 AW0179  NAD 83(1986)-  29 37 14.14240(N)    095 18 17.67270(W) AD(       ) 1
 AW0179  NAD 27      -  29 37 13.30733(N)    095 18 16.89824(W) AD(       ) 1
 AW0179  NGVD 29 (07/19/86)   16.30   (m)           53.5    (f) LEVELING    3  
 AW0179
 AW0179.Superseded values are not recommended for survey control.
 AW0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0179.See file dsdata.txt to determine how the superseded data were derived.
 AW0179
 AW0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7682578964(NAD 83)
 AW0179_MARKER: DR = REFERENCE MARK DISK
 AW0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0179_STAMPING: HOUSTON S BASE NO 3 1942 1963 1968
 AW0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0179+STABILITY: SURFACE MOTION
 AW0179
 AW0179  HISTORY     - Date     Condition        Report By
 AW0179  HISTORY     - 1968     MONUMENTED       CGS
 AW0179  HISTORY     - 1973     GOOD             NGS
 AW0179  HISTORY     - 1978     GOOD             NGS
 AW0179  HISTORY     - 1978     GOOD             NGS
 AW0179  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0179  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0179  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0179  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0179  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0179  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0179  HISTORY     - 19950903 MARK NOT FOUND   USPSQD
 AW0179
 AW0179                          STATION DESCRIPTION
 AW0179
 AW0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW0179'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 AW0179'ALMEDA-GENOA AND MYKAWA ROADS, ABOUT 10 MILES SOUTHEAST OF THE
 AW0179'CENTER OF HOUSTON, 4-1/2 MILES NORTH-NORTHWEST OF PEARLAND, 2-3/4
 AW0179'MILES SOUTHWEST OF THE HOUSTON INTERNATIONAL AIRPORT AND ON
 AW0179'PROPERTY OF MR. A.M. DAVIS.
 AW0179'
 AW0179'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED HOUSTON S BASE
 AW0179'1942 1963 NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AW0179'CONCRETE MOUMENT FLUSH WITH THE GROUND.  IT IS 102.4 FEET WEST OF
 AW0179'THE CENTER OF MYKAWA ROAD, 96 FEET SOUTH OF THE CENTER OF
 AW0179'ALMEDA-GENOA ROAD, 85.8 FEET EAST OF THE SOUTHEAST CORNER OF HOUSE
 AW0179'NO. 6618 AND 75 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE.
 AW0179'
 AW0179'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOUSTON S BASE NO 1
 AW0179'1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW0179'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 54.8 FEET NORTHEAST OF THE
 AW0179'NORTHEAST CORNER OF HOUSE NO. 10914, 41 FEET WEST OF THE CENTER OF
 AW0179'MYKAWA ROAD AND 39 FEET NORTH OF THE CENTER OF A DRIVEWAY.
 AW0179'
 AW0179'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOUSTON S BASE NO 2
 AW0179'1942, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 AW0179'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 84 FEET WEST OF THE POWER
 AW0179'LINE POLE, 52 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NO.
 AW0179'6618 AND 30 FEET SOUTH OF THE CENTER OF ALMEDA-GENOA ROAD.
 AW0179'
 AW0179'HOUSTON S BASE 1942 1963 IS A STANDARD STATION DISK STAMPED HOUSTON S
 AW0179'BASE 1942 1963, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 AW0179'FLUSH WITH THE GROUND.  IT IS 59 FEET SOUTH OF THE CENTER OF THE
 AW0179'ALMEDA-GENOA ROAD, 51 FEET WEST OF THE CENTER OF MYKAWA ROAD AND
 AW0179'30 FEET SOUTH-SOUTHWEST OF THE POWER LINE POLE.
 AW0179'
 AW0179'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOUSTON S BASE 1942, SET
 AW0179'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECT 8
 AW0179'INCHES ABOVE THE GROUND.  IT IS 47 FEET WEST OF THE CENTER OF
 AW0179'MYKAWA ROAD, 31 FEET NORTH OF THE CENTER OF FUQUA ROAD, 12.1 FEET
 AW0179'SOUTHWEST OF A METAL WITNESS POST, 11.7 FEET WEST OF A NORTH-SOUTH
 AW0179'FENCE LINE AND 8 FEET NORTH OF AN EAST-WEST FENCE LINE.
 AW0179'
 AW0179'5551-1114 (HCS) IS A CITY OF HOUSTON TRIANGULATION STATION BRONZE
 AW0179'DISK STAMPED 5551-1114, SET IN THE TOP OF A 9-INCH CYLINDRICAL
 AW0179'CONCRETE MONUMENT WHICH IS 4 INCHES BELOW THE GROUND SURFACE.  IT
 AW0179'IS 95.5 FEET NORTHEAST OF A TELEPHONE POLE, 59 FEET EAST OF THE
 AW0179'CENTER OF MYKAWA ROAD, 5.4 FEET WEST OF THE WEST RAIL OF THE WEST
 AW0179'MAIN RAILROAD TRACK AND 3.8 FEET EAST OF THE EAST RAIL OF A
 AW0179'RAILROAD SIDE TRACK.
 AW0179'
 AW0179'TO REACH THE AZIMUTH MARK FROM THE STATION, GO IN A SOUTHERLY
 AW0179'DIRECTION ON MYKAWA ROAD FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 AW0179'
 AW0179'TO REACH 5551-1114 (HCS) FROM THE STATION, GO NORTH ALONG THE WEST
 AW0179'EDGE OF THE RAILROAD TRACKS ON A TRACK ROAD FOR 0.05 MILE TO THE
 AW0179'MARK ON THE RIGHT.
 AW0179'
 AW0179'HEIGHT OF LIGHT ABOVE STATION MARK 30.7 METERS.
 AW0179
 AW0179                          STATION RECOVERY (1973)
 AW0179
 AW0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW0179'IN MYKAWA.
 AW0179'AT MYKAWA, AT THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE
 AW0179'RAILROAD AND ALMEDA-GENOA ROAD, AT THE SOUTHWEST CORNER OF THE
 AW0179'INTERSECTION OF ALMEDA-GENOA ROAD AND MYKAWA ROAD, 101.5 FEET WEST OF
 AW0179'THE CENTER LINE OF MYKAWA ROAD, 96 FEET SOUTH OF THE CENTER LINE OF
 AW0179'ALMEDA-GENOA ROAD, 85.7 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 AW0179'HOUSE NO. 6618, 81.1 FEET SOUTHEAST OF REFERENCE MARK NO 2, 88.1 FEET
 AW0179'NORTHWEST OF REFERENCE MARK NO 1, SET IN THE TOP OF A CONCRETE POST,
 AW0179'0.1 FOOT UNDERGROUND, AND ABOUT 2 FEET HIGHER THAN THE ROADS.
 AW0179
 AW0179                          STATION RECOVERY (1978)
 AW0179
 AW0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0179'RECOVERED IN GOOD CONDITION.
 AW0179
 AW0179                          STATION RECOVERY (1978)
 AW0179
 AW0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0179'RECOVERED IN GOOD CONDITION.
 AW0179
 AW0179                          STATION RECOVERY (1987)
 AW0179
 AW0179'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0179'MARK NOT FOUND.
 AW0179
 AW0179                          STATION RECOVERY (1987)
 AW0179
 AW0179'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0179'MARK NOT FOUND.
 AW0179
 AW0179                          STATION RECOVERY (1987)
 AW0179
 AW0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0179'THERE IS A NEW BUILDING (STOP AND GO STORE) AT THIS LOCATION.
 AW0179
 AW0179                          STATION RECOVERY (1988)
 AW0179
 AW0179'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0179'MARK NOT FOUND.
 AW0179
 AW0179                          STATION RECOVERY (1988)
 AW0179
 AW0179'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0179'MARK NOT FOUND.
 AW0179
 AW0179                          STATION RECOVERY (1989)
 AW0179
 AW0179'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0179'MARK NOT FOUND.
 AW0179
 AW0179                          STATION RECOVERY (1995)
 AW0179
 AW0179'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6505 ***********************************************************************
 AW6505  DESIGNATION -  HOUSTON SC MANCHESTER WHARF LT
 AW6505  PID         -  AW6505
 AW6505  STATE/COUNTY-  TX/HARRIS
 AW6505  USGS QUAD   -  PARK PLACE (1995)
 AW6505
 AW6505                         *CURRENT SURVEY CONTROL
 AW6505  ___________________________________________________________________
 AW6505* NAD 83(1993)-  29 43 31.81563(N)    095 15 43.78044(W)     ADJUSTED  
 AW6505* NAVD 88     -                                                        
 AW6505  ___________________________________________________________________
 AW6505  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW6505  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6505
 AW6505  HORZ ORDER  -  THIRD
 AW6505
 AW6505.The horizontal coordinates were established by classical geodetic methods
 AW6505.and adjusted by the National Geodetic Survey in February 1996..
 AW6505
 AW6505
 AW6505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6505
 AW6505.The geoid height was determined by GEOID03.
 AW6505
 AW6505;                    North         East     Units Scale Factor Converg.
 AW6505;SPC TXSC     - 4,215,481.955   961,535.917   MT  0.99988640   +1 49 52.4
 AW6505;SPC TXSC     -13,830,293.71  3,154,639.09   sFT  0.99988640   +1 49 52.4
 AW6505;UTM  15      - 3,290,512.149   281,192.733   MT  1.00019076   -1 07 19.7
 AW6505
 AW6505                          SUPERSEDED SURVEY CONTROL
 AW6505
 AW6505  NAD 83(1986)-  29 43 31.82998(N)    095 15 43.76156(W) AD(       ) 4
 AW6505  NAD 27      -  29 43 31.01210(N)    095 15 42.99255(W) AD(       ) 3
 AW6505
 AW6505.Superseded values are not recommended for survey control.
 AW6505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6505.See file dsdata.txt to determine how the superseded data were derived.
 AW6505
 AW6505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8119390512(NAD 83)
 AW6505_MARKER: 14 = NAVIGATION LIGHT
 AW6505
 AW6505  HISTORY     - Date     Condition        Report By
 AW6505  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6505  HISTORY     - 19950624 GOOD             USPSQD
 AW6505
 AW6505                          STATION DESCRIPTION
 AW6505
 AW6505'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6505'LOCATED 2.4 MI. SE OF THE HOUSTON SHIP CHANNEL TURNING BASIN,
 AW6505'ALONG THE SE SIDE OF THE CHANNEL, AT MANCHESTER WHARF, A GREEN
 AW6505'LIGHT ON THE NE CORNER OF THE WHARF.  LIGHT WAS OBSERVED
 AW6505'UPON.  LIGHT NO. 6580 IN THE LIGHT LIST.
 AW6505'
 AW6505'THIS IS AN INTERSECTION STATION.
 AW6505
 AW6505                          STATION RECOVERY (1995)
 AW6505
 AW6505'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6746 ***********************************************************************
 AW6746  DESIGNATION -  HOUSTON SECOND BAP CH SPIRE
 AW6746  PID         -  AW6746
 AW6746  STATE/COUNTY-  TX/HARRIS
 AW6746  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6746
 AW6746                         *CURRENT SURVEY CONTROL
 AW6746  ___________________________________________________________________
 AW6746* NAD 83(1993)-  29 45 23.69989(N)    095 29 53.78719(W)     ADJUSTED  
 AW6746* NAVD 88     -                                                        
 AW6746  ___________________________________________________________________
 AW6746  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6746  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW6746
 AW6746  HORZ ORDER  -  THIRD
 AW6746
 AW6746.The horizontal coordinates were established by classical geodetic methods
 AW6746.and adjusted by the National Geodetic Survey in February 1996..
 AW6746
 AW6746
 AW6746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6746
 AW6746.The geoid height was determined by GEOID03.
 AW6746
 AW6746;                    North         East     Units Scale Factor Converg.
 AW6746;SPC TXSC     - 4,218,218.209   938,602.233   MT  0.99989023   +1 42 55.9
 AW6746;SPC TXSC     -13,839,270.91  3,079,397.49   sFT  0.99989023   +1 42 55.9
 AW6746;UTM  15      - 3,294,428.343   258,422.246   MT  1.00032012   -1 14 25.9
 AW6746
 AW6746                          SUPERSEDED SURVEY CONTROL
 AW6746
 AW6746  NAD 83(1986)-  29 45 23.71423(N)    095 29 53.76865(W) AD(       ) 4
 AW6746  NAD 27      -  29 45 22.89034(N)    095 29 52.97845(W) AD(       ) 3
 AW6746
 AW6746.Superseded values are not recommended for survey control.
 AW6746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6746.See file dsdata.txt to determine how the superseded data were derived.
 AW6746
 AW6746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5842294428(NAD 83)
 AW6746_MARKER: 90 = CHURCH SPIRE
 AW6746
 AW6746  HISTORY     - Date     Condition        Report By
 AW6746  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6746  HISTORY     - 19931117 GOOD             USPSQD
 AW6746  HISTORY     - 20040326 GOOD             USPSQD
 AW6746
 AW6746                          STATION DESCRIPTION
 AW6746
 AW6746'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6746'THE STATION IS LOCATED ABOUT 8 MILES WEST OF THE CENTER OF HOUSTON,
 AW6746'1-1/2 MILES NORTH OF FARM ROAD 1093 AND AT 6400 WOODWAY.
 AW6746'
 AW6746'THE STATION IS AN EIGHT SIDED SPIRE, BLUE-BLACK IN COLOR WITH A
 AW6746'GOLD COLORED BALL AND CROSS AT THE TOP.  THE SPIRE IS MOUNTED ON A
 AW6746'REDDISH BRICK BUILDING AND HAS AN OVER-ALL HEIGHT OF 155 FEET.
 AW6746'
 AW6746'THE POINT INTERSECTED WAS THE BASE OF THE CROSS AT THE APEX OF THE
 AW6746'SPIRE.
 AW6746
 AW6746                          STATION RECOVERY (1993)
 AW6746
 AW6746'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6746'RECOVERED IN GOOD CONDITION.
 AW6746
 AW6746                          STATION RECOVERY (2004)
 AW6746
 AW6746'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6928 ***********************************************************************
 AW6928  DESIGNATION -  HOUSTON SHARPSTOWN WATER TANK
 AW6928  PID         -  AW6928
 AW6928  STATE/COUNTY-  TX/HARRIS
 AW6928  USGS QUAD   -  ALIEF (1995)
 AW6928
 AW6928                         *CURRENT SURVEY CONTROL
 AW6928  ___________________________________________________________________
 AW6928* NAD 83(1993)-  29 42 16.34912(N)    095 30 16.22386(W)     ADJUSTED  
 AW6928* NAVD 88     -                                                        
 AW6928  ___________________________________________________________________
 AW6928  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AW6928  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW6928
 AW6928  HORZ ORDER  -  THIRD
 AW6928
 AW6928.The horizontal coordinates were established by classical geodetic methods
 AW6928.and adjusted by the National Geodetic Survey in February 1996..
 AW6928
 AW6928
 AW6928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6928
 AW6928.The geoid height was determined by GEOID03.
 AW6928
 AW6928;                    North         East     Units Scale Factor Converg.
 AW6928;SPC TXSC     - 4,212,434.675   938,172.138   MT  0.99988398   +1 42 45.0
 AW6928;SPC TXSC     -13,820,296.10  3,077,986.42   sFT  0.99988398   +1 42 45.0
 AW6928;UTM  15      - 3,288,672.167   257,694.245   MT  1.00032447   -1 14 30.0
 AW6928
 AW6928                          SUPERSEDED SURVEY CONTROL
 AW6928
 AW6928  NAD 83(1986)-  29 42 16.36328(N)    095 30 16.20541(W) AD(       ) 4
 AW6928  NAD 27      -  29 42 15.53338(N)    095 30 15.41312(W) AD(       ) 3
 AW6928
 AW6928.Superseded values are not recommended for survey control.
 AW6928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6928.See file dsdata.txt to determine how the superseded data were derived.
 AW6928
 AW6928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5769488672(NAD 83)
 AW6928_MARKER: 53 = ELEVATED TANK
 AW6928
 AW6928  HISTORY     - Date     Condition        Report By
 AW6928  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6928  HISTORY     - 1987     GOOD             USPSQD
 AW6928  HISTORY     - 19931030 GOOD             USPSQD
 AW6928  HISTORY     - 20040326 GOOD             USPSQD
 AW6928
 AW6928                          STATION DESCRIPTION
 AW6928
 AW6928'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6928'THE STATION IS LOCATED IN THE WEST PART OF HOUSTON, IN THE
 AW6928'SOUTHWEST ANGLE OF THE INTERSECTION OF BELLAIRE BOULEVARD AND
 AW6928'BINTLIFF ROAD.
 AW6928'
 AW6928'IT IS A PEDESTAL SPHERE TYPE WATER TANK PAINTED SILVER AND HAS
 AW6928'THE LETTERING SHARPSTOWN IN BLACK ON THE EAST AND WEST SIDES OF
 AW6928'THE TANK.  THE OVER-ALL HEIGHT IS ABOUT 135 FEET.
 AW6928'
 AW6928'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 AW6928
 AW6928                          STATION RECOVERY (1987)
 AW6928
 AW6928'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6928'RECOVERED IN GOOD CONDITION.
 AW6928
 AW6928                          STATION RECOVERY (1993)
 AW6928
 AW6928'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6928'RECOVERED IN GOOD CONDITION.
 AW6928
 AW6928                          STATION RECOVERY (2004)
 AW6928
 AW6928'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6445 ***********************************************************************
 AW6445  DESIGNATION -  HOUSTON SHEFFIELD STEEL CO STK
 AW6445  PID         -  AW6445
 AW6445  STATE/COUNTY-  TX/HARRIS
 AW6445  USGS QUAD   -  PASADENA (1995)
 AW6445
 AW6445                         *CURRENT SURVEY CONTROL
 AW6445  ___________________________________________________________________
 AW6445* NAD 83(1993)-  29 44 51.14243(N)    095 11 06.93292(W)     ADJUSTED  
 AW6445* NAVD 88     -                                                        
 AW6445  ___________________________________________________________________
 AW6445  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW6445  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6445
 AW6445  HORZ ORDER  -  THIRD
 AW6445
 AW6445.The horizontal coordinates were established by classical geodetic methods
 AW6445.and adjusted by the National Geodetic Survey in February 1996..
 AW6445
 AW6445
 AW6445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6445
 AW6445.The geoid height was determined by GEOID03.
 AW6445
 AW6445;                    North         East     Units Scale Factor Converg.
 AW6445;SPC TXSC     - 4,218,163.118   968,891.876   MT  0.99988909   +1 52 08.0
 AW6445;SPC TXSC     -13,839,090.16  3,178,772.76   sFT  0.99988909   +1 52 08.0
 AW6445;UTM  15      - 3,292,811.386   288,679.186   MT  1.00015102   -1 05 04.9
 AW6445
 AW6445                          SUPERSEDED SURVEY CONTROL
 AW6445
 AW6445  NAD 83(1986)-  29 44 51.15755(N)    095 11 06.91408(W) AD(       ) 4
 AW6445  NAD 27      -  29 44 50.35692(N)    095 11 06.17623(W) AD(       ) 3
 AW6445
 AW6445.Superseded values are not recommended for survey control.
 AW6445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6445.See file dsdata.txt to determine how the superseded data were derived.
 AW6445
 AW6445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8867992811(NAD 83)
 AW6445_MARKER: 63 = STACK
 AW6445
 AW6445  HISTORY     - Date     Condition        Report By
 AW6445  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6445  HISTORY     - 1952     GOOD             CGS
 AW6445  HISTORY     - 20040326 GOOD             USPSQD
 AW6445
 AW6445                          STATION DESCRIPTION
 AW6445
 AW6445'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6445'THE STATION IS LOCATED SOUTHEAST OF HOUSTON, 1.8 MILES EAST
 AW6445'OF THE JUNCTION OF INDUSTRIAL ROAD AND FEDERAL ROAD.  IT
 AW6445'IS 0.25 MILE SOUTH OF GATE NO. 5 ON INDUSTRIAL ROAD.  IT IS
 AW6445'A BRICK STACK WITH AN OVERALL HEIGHT OF 180 FEET.  THE POINT
 AW6445'OBSERVED UPON WAS THE CENTER OF THE TOP OF THE STACK.
 AW6445
 AW6445                          STATION RECOVERY (1952)
 AW6445
 AW6445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6445'STATION RECOVERED.  DESCRIPTION ADEQUATE.
 AW6445
 AW6445                          STATION RECOVERY (2004)
 AW6445
 AW6445'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6478 ***********************************************************************
 AW6478  DESIGNATION -  HOUSTON SHELL REFINERY E STACK
 AW6478  PID         -  AW6478
 AW6478  STATE/COUNTY-  TX/HARRIS
 AW6478  USGS QUAD   -  PASADENA (1995)
 AW6478
 AW6478                         *CURRENT SURVEY CONTROL
 AW6478  ___________________________________________________________________
 AW6478* NAD 83(1993)-  29 43 34.24162(N)    095 07 34.45784(W)     ADJUSTED  
 AW6478* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6478  ___________________________________________________________________
 AW6478  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6478  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6478
 AW6478  HORZ ORDER  -  THIRD
 AW6478
 AW6478.The horizontal coordinates were established by classical geodetic methods
 AW6478.and adjusted by the National Geodetic Survey in February 1996..
 AW6478
 AW6478.The orthometric height was scaled from a topographic map.
 AW6478
 AW6478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6478
 AW6478.The geoid height was determined by GEOID03.
 AW6478
 AW6478;                    North         East     Units Scale Factor Converg.
 AW6478;SPC TXSC     - 4,215,984.426   974,675.629   MT  0.99988648   +1 53 52.1
 AW6478;SPC TXSC     -13,831,942.24  3,197,748.29   sFT  0.99988648   +1 53 52.1
 AW6478;UTM  15      - 3,290,337.010   294,344.426   MT  1.00012187   -1 03 16.8
 AW6478
 AW6478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6478!SPC TXSC     -   1.00000411  x   0.99988648  =   0.99989059
 AW6478!UTM  15      -   1.00000411  x   1.00012187  =   1.00012598
 AW6478
 AW6478                          SUPERSEDED SURVEY CONTROL
 AW6478
 AW6478  NAD 83(1986)-  29 43 34.25681(N)    095 07 34.43885(W) AD(       ) 3
 AW6478  NAD 27      -  29 43 33.43600(N)    095 07 33.68309(W) AD(       ) 3
 AW6478
 AW6478.Superseded values are not recommended for survey control.
 AW6478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6478.See file dsdata.txt to determine how the superseded data were derived.
 AW6478
 AW6478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9434490337(NAD 83)
 AW6478_MARKER: 63 = STACK
 AW6478
 AW6478  HISTORY     - Date     Condition        Report By
 AW6478  HISTORY     - 1931     FIRST OBSERVED   CGS
 AW6478  HISTORY     - 1934     GOOD             TXGS
 AW6478  HISTORY     - 1952     GOOD             CGS
 AW6478  HISTORY     - 20040326 GOOD             USPSQD
 AW6478
 AW6478                          STATION DESCRIPTION
 AW6478
 AW6478'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6478'STATION IS CENTER OF TALL CONCRETE STACK, THE MOST E OF
 AW6478'TWO SIMILAR STACKS AT THE SHELL PETROLEUM REFINERY, ABOUT
 AW6478'1/2 MILE S OF BUFFALO BAYOU.  THE STACKS ARE ABOUT 26 METERS
 AW6478'(85 FEET) APART, AND ABOUT 200 METERS (656 FEET) W OF A
 AW6478'HARD-SURFACED ROAD LEADING FROM DEER PARK TO BUFFALO BAYOU.
 AW6478
 AW6478                          STATION RECOVERY (1934)
 AW6478
 AW6478'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6478'RECOVERED AS DESCRIBED.
 AW6478
 AW6478                          STATION RECOVERY (1952)
 AW6478
 AW6478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6478'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 AW6478'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 AW6478'
 AW6478'EAST STACK IS 250 FEET HIGH.
 AW6478'
 AW6478'WEST STACK IS 243 FEET HIGH.
 AW6478'
 AW6478'THERE IS A NEW STACK 310 FEET HIGH APPROXIMATELY 250 FEET N
 AW6478'OF THE STATION.
 AW6478
 AW6478                          STATION RECOVERY (2004)
 AW6478
 AW6478'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6340 ***********************************************************************
 AW6340  DESIGNATION -  HOUSTON SHIP CHAN BAYTN BND LT
 AW6340  PID         -  AW6340
 AW6340  STATE/COUNTY-  TX/HARRIS
 AW6340  USGS QUAD   -  LA PORTE (1982)
 AW6340
 AW6340                         *CURRENT SURVEY CONTROL
 AW6340  ___________________________________________________________________
 AW6340* NAD 83(1993)-  29 43 31.16995(N)    095 01 24.40800(W)     ADJUSTED  
 AW6340* NAVD 88     -                                                        
 AW6340  ___________________________________________________________________
 AW6340  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW6340  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6340
 AW6340  HORZ ORDER  -  THIRD
 AW6340
 AW6340.The horizontal coordinates were established by classical geodetic methods
 AW6340.and adjusted by the National Geodetic Survey in February 1996..
 AW6340
 AW6340
 AW6340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6340
 AW6340.The geoid height was determined by GEOID03.
 AW6340
 AW6340;                    North         East     Units Scale Factor Converg.
 AW6340;SPC TXSC     - 4,216,223.592   984,617.210   MT  0.99988638   +1 56 53.4
 AW6340;SPC TXSC     -13,832,726.90  3,230,364.96   sFT  0.99988638   +1 56 53.4
 AW6340;UTM  15      - 3,290,063.793   304,287.226   MT  1.00007262   -1 00 13.1
 AW6340
 AW6340                          SUPERSEDED SURVEY CONTROL
 AW6340
 AW6340  NAD 83(1986)-  29 43 31.18590(N)    095 01 24.38895(W) AD(       ) 4
 AW6340  NAD 27      -  29 43 30.36383(N)    095 01 23.64455(W) AD(       ) 3
 AW6340
 AW6340.Superseded values are not recommended for survey control.
 AW6340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6340.See file dsdata.txt to determine how the superseded data were derived.
 AW6340
 AW6340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0428790064(NAD 83)
 AW6340_MARKER: 14 = NAVIGATION LIGHT
 AW6340
 AW6340  HISTORY     - Date     Condition        Report By
 AW6340  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6340  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6340
 AW6340                          STATION DESCRIPTION
 AW6340
 AW6340'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6340'LOCATED 1.4 MI. N OF THE BAYTOWN TUNNEL, OPPOSITE THE HUMBLE
 AW6340'OIL CO. REFINERY, ON ALEXANDER ISLAND.  A WHITE LIGHT ATOP
 AW6340'A BLACK BOX ON A WOOD TOWER.  LIGHT WAS OBSERVED UPON.  LIGHT
 AW6340'NO. 6521 IN THE LIGHT LIST.
 AW6340'
 AW6340'THIS IS AN INTERSECTION STATION.
 AW6340
 AW6340                          STATION RECOVERY (1996)
 AW6340
 AW6340'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6498 ***********************************************************************
 AW6498  DESIGNATION -  HOUSTON SHIP CHAN COMPRESS TK
 AW6498  PID         -  AW6498
 AW6498  STATE/COUNTY-  TX/HARRIS
 AW6498  USGS QUAD   -  PARK PLACE (1995)
 AW6498
 AW6498                         *CURRENT SURVEY CONTROL
 AW6498  ___________________________________________________________________
 AW6498* NAD 83(1993)-  29 43 50.89056(N)    095 16 42.14118(W)     ADJUSTED  
 AW6498* NAVD 88     -                                                        
 AW6498  ___________________________________________________________________
 AW6498  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6498  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW6498
 AW6498  HORZ ORDER  -  THIRD
 AW6498
 AW6498.The horizontal coordinates were established by classical geodetic methods
 AW6498.and adjusted by the National Geodetic Survey in February 1996..
 AW6498
 AW6498
 AW6498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6498
 AW6498.The geoid height was determined by GEOID03.
 AW6498
 AW6498;                    North         East     Units Scale Factor Converg.
 AW6498;SPC TXSC     - 4,216,018.922   959,949.751   MT  0.99988703   +1 49 23.8
 AW6498;SPC TXSC     -13,832,055.41  3,149,435.14   sFT  0.99988703   +1 49 23.8
 AW6498;UTM  15      - 3,291,130.321   279,635.861   MT  1.00019919   -1 07 49.3
 AW6498
 AW6498                          SUPERSEDED SURVEY CONTROL
 AW6498
 AW6498  NAD 83(1986)-  29 43 50.90536(N)    095 16 42.12211(W) AD(       ) 4
 AW6498  NAD 27      -  29 43 50.09986(N)    095 16 41.34662(W) AD(       ) 3
 AW6498
 AW6498.Superseded values are not recommended for survey control.
 AW6498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6498.See file dsdata.txt to determine how the superseded data were derived.
 AW6498
 AW6498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7963691130(NAD 83)
 AW6498_MARKER: 53 = ELEVATED TANK
 AW6498
 AW6498  HISTORY     - Date     Condition        Report By
 AW6498  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6498  HISTORY     - 1952     GOOD             CGS
 AW6498  HISTORY     - 20040326 GOOD             USPSQD
 AW6498
 AW6498                          STATION DESCRIPTION
 AW6498
 AW6498'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6498'THIS INTERSECTION STATION IS LOCATED IN THE E PART OF HOUSTON, ABOUT
 AW6498'3 BLOCKS N OF HARRISBURG BOULEVARD AND 150 FEET E OF 82ND
 AW6498'STREET.
 AW6498'
 AW6498'THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER ARE OF STEEL
 AW6498'CONSTRUCTION, AND ARE PAINTED BLACK.  IT HAS THE FOLLOWING
 AW6498'LETTERED ON ITS SIDE SHIP CHANNEL COMPRESS CO. INC. SPRUNT
 AW6498'DOCKS.  IT IS ABOUT 140 FEET HIGH OVERALL.
 AW6498'
 AW6498'THE POINT LOCATED WAS A BALL AT THE APEX OF THE CONICAL ROOF
 AW6498'OF THE TANK.
 AW6498
 AW6498                          STATION RECOVERY (1952)
 AW6498
 AW6498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6498'STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 AW6498'IS ADEQUATE EXCEPT FOR THE FOLLOWING--
 AW6498'
 AW6498'THE TANK IS NOW PAINTED SILVER AND IS KNOWN AS SHIP CHANNEL
 AW6498'COMPRESS WAREHOUSE WATER TANK.
 AW6498
 AW6498                          STATION RECOVERY (2004)
 AW6498
 AW6498'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5820 ***********************************************************************
 AW5820  DESIGNATION -  HOUSTON SHIP CHAN ENT RNG R LT
 AW5820  PID         -  AW5820
 AW5820  STATE/COUNTY-  TX/GALVESTON
 AW5820  USGS QUAD   -  PORT BOLIVAR (1994)
 AW5820
 AW5820                         *CURRENT SURVEY CONTROL
 AW5820  ___________________________________________________________________
 AW5820* NAD 83(1993)-  29 22 38.13454(N)    094 48 43.04464(W)     ADJUSTED  
 AW5820* NAVD 88     -                                                        
 AW5820  ___________________________________________________________________
 AW5820  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AW5820  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW5820
 AW5820  HORZ ORDER  -  THIRD
 AW5820
 AW5820.The horizontal coordinates were established by classical geodetic methods
 AW5820.and adjusted by the National Geodetic Survey in February 1996..
 AW5820
 AW5820
 AW5820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5820
 AW5820.The geoid height was determined by GEOID03.
 AW5820
 AW5820;                    North         East     Units Scale Factor Converg.
 AW5820;SPC TXSC     - 4,178,386.003 1,006,445.379   MT  0.99986352   +2 03 06.4
 AW5820;SPC TXSC     -13,708,588.08  3,301,979.55   sFT  0.99986352   +2 03 06.4
 AW5820;UTM  15      - 3,251,148.295   324,144.858   MT  0.99998160   -0 53 20.8
 AW5820
 AW5820                          SUPERSEDED SURVEY CONTROL
 AW5820
 AW5820  NAD 83(1986)-  29 22 38.14978(N)    094 48 43.02538(W) AD(       ) 4
 AW5820  NAD 27      -  29 22 37.30439(N)    094 48 42.31928(W) AD(       ) 3
 AW5820
 AW5820.Superseded values are not recommended for survey control.
 AW5820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5820.See file dsdata.txt to determine how the superseded data were derived.
 AW5820
 AW5820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2414551148(NAD 83)
 AW5820_MARKER: 15 = RANGE MARKER
 AW5820
 AW5820  HISTORY     - Date     Condition        Report By
 AW5820  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5820  HISTORY     - 1990     GOOD             USPSQD
 AW5820  HISTORY     - 19950720 GOOD             USPSQD
 AW5820
 AW5820                          STATION DESCRIPTION
 AW5820
 AW5820'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5820'LOCATED NEAR THE SOUTH END OF GALVESTON BAY, NEAR THE ENTRANCE
 AW5820'TO THE HOUSTON SHIP CHANNEL, ABOUT 0.4 MILE SOUTHWEST OF THE
 AW5820'SHIP CHANNEL.  LIGHT ATOP A BLACK, SLATTED DAYMARK ON SKELETON
 AW5820'STEEL TOWER, ON PLATFORM ON PILES, ABOUT 47 FEET HIGH.  THE LIGHT
 AW5820'WAS OBSERVED ON.  NO. 7503 1962 LIGHT LIST.
 AW5820
 AW5820                          STATION RECOVERY (1990)
 AW5820
 AW5820'RECOVERY NOTE BY US POWER SQUADRON 1990 (MA)
 AW5820'RECOVERED IN GOOD CONDITION.
 AW5820
 AW5820                          STATION RECOVERY (1995)
 AW5820
 AW5820'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5906 ***********************************************************************
 AW5906  DESIGNATION -  HOUSTON SHIP CHAN ENT RNG F LT
 AW5906  PID         -  AW5906
 AW5906  STATE/COUNTY-  TX/GALVESTON
 AW5906  USGS QUAD   -  GALVESTON (1994)
 AW5906
 AW5906                         *CURRENT SURVEY CONTROL
 AW5906  ___________________________________________________________________
 AW5906* NAD 83(1993)-  29 22 26.62536(N)    094 48 31.40078(W)     ADJUSTED  
 AW5906* NAVD 88     -                                                        
 AW5906  ___________________________________________________________________
 AW5906  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AW5906  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW5906
 AW5906  HORZ ORDER  -  THIRD
 AW5906
 AW5906.The horizontal coordinates were established by classical geodetic methods
 AW5906.and adjusted by the National Geodetic Survey in February 1996..
 AW5906
 AW5906
 AW5906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5906
 AW5906.The geoid height was determined by GEOID03.
 AW5906
 AW5906;                    North         East     Units Scale Factor Converg.
 AW5906;SPC TXSC     - 4,178,043.163 1,006,771.835   MT  0.99986348   +2 03 12.1
 AW5906;SPC TXSC     -13,707,463.28  3,303,050.60   sFT  0.99986348   +2 03 12.1
 AW5906;UTM  15      - 3,250,789.115   324,453.332   MT  0.99998026   -0 53 14.7
 AW5906
 AW5906                          SUPERSEDED SURVEY CONTROL
 AW5906
 AW5906  NAD 83(1986)-  29 22 26.64062(N)    094 48 31.38152(W) AD(       ) 4
 AW5906  NAD 27      -  29 22 25.79579(N)    094 48 30.67600(W) AD(       ) 3
 AW5906
 AW5906.Superseded values are not recommended for survey control.
 AW5906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5906.See file dsdata.txt to determine how the superseded data were derived.
 AW5906
 AW5906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2445350789(NAD 83)
 AW5906_MARKER: 15 = RANGE MARKER
 AW5906
 AW5906  HISTORY     - Date     Condition        Report By
 AW5906  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5906  HISTORY     - 19950720 GOOD             USPSQD
 AW5906
 AW5906                          STATION DESCRIPTION
 AW5906
 AW5906'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5906'LOCATED NEAR THE SOUTH END OF GALVESTON BAY, NEAR THE ENTRANCE TO
 AW5906'THE HOUSTON SHIP CHANNEL, ABOUT 1000 FEET SOUTHWEST OF THE
 AW5906'CHANNEL.  LIGHT ATOP A BLACK, SQUARE, PYRAMIDAL STRUCTURE AN
 AW5906'PILES.  THE LIGHT WAS OBSERVED ON.  NO. 7502 1962 LIGHT LIST.
 AW5906
 AW5906                          STATION RECOVERY (1995)
 AW5906
 AW5906'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6364 ***********************************************************************
 AW6364  DESIGNATION -  HOUSTON SHIP CHAN HUM WHARF LT
 AW6364  PID         -  AW6364
 AW6364  STATE/COUNTY-  TX/HARRIS
 AW6364  USGS QUAD   -  LA PORTE (1982)
 AW6364
 AW6364                         *CURRENT SURVEY CONTROL
 AW6364  ___________________________________________________________________
 AW6364* NAD 83(1993)-  29 43 41.38700(N)    095 01 22.13563(W)     ADJUSTED  
 AW6364* NAVD 88     -                                                        
 AW6364  ___________________________________________________________________
 AW6364  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW6364  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6364
 AW6364  HORZ ORDER  -  THIRD
 AW6364
 AW6364.The horizontal coordinates were established by classical geodetic methods
 AW6364.and adjusted by the National Geodetic Survey in February 1996..
 AW6364
 AW6364
 AW6364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6364
 AW6364.The geoid height was determined by GEOID03.
 AW6364
 AW6364;                    North         East     Units Scale Factor Converg.
 AW6364;SPC TXSC     - 4,216,540.045   984,667.543   MT  0.99988671   +1 56 54.5
 AW6364;SPC TXSC     -13,833,765.13  3,230,530.10   sFT  0.99988671   +1 56 54.5
 AW6364;UTM  15      - 3,290,377.291   304,353.801   MT  1.00007230   -1 00 12.3
 AW6364
 AW6364                          SUPERSEDED SURVEY CONTROL
 AW6364
 AW6364  NAD 83(1986)-  29 43 41.40292(N)    095 01 22.11659(W) AD(       ) 4
 AW6364  NAD 27      -  29 43 40.58054(N)    095 01 21.37221(W) AD(       ) 3
 AW6364
 AW6364.Superseded values are not recommended for survey control.
 AW6364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6364.See file dsdata.txt to determine how the superseded data were derived.
 AW6364
 AW6364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0435490377(NAD 83)
 AW6364_MARKER: 14 = NAVIGATION LIGHT
 AW6364
 AW6364  HISTORY     - Date     Condition        Report By
 AW6364  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6364  HISTORY     - 19960525 GOOD             USPSQD
 AW6364
 AW6364                          STATION DESCRIPTION
 AW6364
 AW6364'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6364'LOCATED 1.4 MI. N OF THE BAYTOWN TUNNEL, AT THE HUMBLE
 AW6364'OIL CO. REFINERY.  A RED LIGHT ON A PILE CLUSTER ON THE
 AW6364'SW END OF PIER 5.  LIGHT WAS OBSERVED UPON.  LIGHT NO. 6523
 AW6364'IN THE LIGHT LIST.
 AW6364'
 AW6364'THIS IS AN INTERSECTION STATION.
 AW6364
 AW6364                          STATION RECOVERY (1996)
 AW6364
 AW6364'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5830 ***********************************************************************
 AW5830  DESIGNATION -  HOUSTON SHIP CHAN LT 35
 AW5830  PID         -  AW5830
 AW5830  STATE/COUNTY-  TX/GALVESTON
 AW5830  USGS QUAD   -  PORT BOLIVAR (1994)
 AW5830
 AW5830                         *CURRENT SURVEY CONTROL
 AW5830  ___________________________________________________________________
 AW5830* NAD 83(1993)-  29 24 37.52453(N)    094 49 30.23253(W)     ADJUSTED  
 AW5830* NAVD 88     -                                                        
 AW5830  ___________________________________________________________________
 AW5830  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW5830  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW5830
 AW5830  HORZ ORDER  -  THIRD
 AW5830
 AW5830.The horizontal coordinates were established by classical geodetic methods
 AW5830.and adjusted by the National Geodetic Survey in February 1996..
 AW5830
 AW5830
 AW5830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5830
 AW5830.The geoid height was determined by GEOID03.
 AW5830
 AW5830;                    North         East     Units Scale Factor Converg.
 AW5830;SPC TXSC     - 4,182,013.639 1,005,042.647   MT  0.99986411   +2 02 43.3
 AW5830;SPC TXSC     -13,720,489.75  3,297,377.42   sFT  0.99986411   +2 02 43.3
 AW5830;UTM  15      - 3,254,843.576   322,929.975   MT  0.99998689   -0 53 47.2
 AW5830
 AW5830                          SUPERSEDED SURVEY CONTROL
 AW5830
 AW5830  NAD 83(1986)-  29 24 37.53997(N)    094 49 30.21330(W) AD(       ) 4
 AW5830  NAD 27      -  29 24 36.69809(N)    094 49 29.50623(W) AD(       ) 3
 AW5830
 AW5830.Superseded values are not recommended for survey control.
 AW5830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5830.See file dsdata.txt to determine how the superseded data were derived.
 AW5830
 AW5830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2293054844(NAD 83)
 AW5830_MARKER: 14 = NAVIGATION LIGHT
 AW5830_SETTING: 0 = UNSPECIFIED SETTING
 AW5830
 AW5830  HISTORY     - Date     Condition        Report By
 AW5830  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5830  HISTORY     - 1966     GOOD             CGS
 AW5830  HISTORY     - 1990     GOOD             USPSQD
 AW5830  HISTORY     - 19990808 MARK NOT FOUND   USPSQD
 AW5830
 AW5830                          STATION DESCRIPTION
 AW5830
 AW5830'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5830'LOCATED IN THE SOUTHERLY END OF GALVESTON BAY, ABOUT 2.5 MILES NORTH
 AW5830'OF THE TEXAS CITY DIKE, ON THE WEST SIDE OF HOUSTON SHIP CHANNEL
 AW5830'LIGHT ATOP A BLACK, RECTANGULAR, SLATTED STRUCTURE ON PILES.
 AW5830'LIGHT WAS OBSERVED ON.  NO. 7510 IN 1962 LIGHT LIST.
 AW5830
 AW5830                          STATION RECOVERY (1966)
 AW5830
 AW5830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAR)
 AW5830'IT IS RECOMMENDED THAT THIS LIGHT NO LONGER BE CONSIDERED
 AW5830'TRIANGULATION AS IT SUBJECT TO FREQUENT DESTRUCTION BY MARINE CRAFT.
 AW5830
 AW5830                          STATION RECOVERY (1990)
 AW5830
 AW5830'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW5830'RECOVERED IN GOOD CONDITION.
 AW5830
 AW5830                          STATION RECOVERY (1999)
 AW5830
 AW5830'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5858 ***********************************************************************
 AW5858  DESIGNATION -  HOUSTON SHIP CHAN LT 31
 AW5858  PID         -  AW5858
 AW5858  STATE/COUNTY-  TX/GALVESTON
 AW5858  USGS QUAD   -  PORT BOLIVAR (1994)
 AW5858
 AW5858                         *CURRENT SURVEY CONTROL
 AW5858  ___________________________________________________________________
 AW5858* NAD 83(1993)-  29 23 22.66756(N)    094 48 53.11486(W)     ADJUSTED  
 AW5858* NAVD 88     -                                                        
 AW5858  ___________________________________________________________________
 AW5858  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AW5858  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW5858
 AW5858  HORZ ORDER  -  THIRD
 AW5858
 AW5858.The horizontal coordinates were established by classical geodetic methods
 AW5858.and adjusted by the National Geodetic Survey in February 1996..
 AW5858
 AW5858
 AW5858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5858
 AW5858.The geoid height was determined by GEOID03.
 AW5858
 AW5858;                    North         East     Units Scale Factor Converg.
 AW5858;SPC TXSC     - 4,179,746.368 1,006,124.970   MT  0.99986370   +2 03 01.5
 AW5858;SPC TXSC     -13,713,051.21  3,300,928.34   sFT  0.99986370   +2 03 01.5
 AW5858;UTM  15      - 3,252,523.471   323,894.640   MT  0.99998269   -0 53 26.9
 AW5858
 AW5858                          SUPERSEDED SURVEY CONTROL
 AW5858
 AW5858  NAD 83(1986)-  29 23 22.68279(N)    094 48 53.09562(W) AD(       ) 4
 AW5858  NAD 27      -  29 23 21.83663(N)    094 48 52.38947(W) AD(       ) 3
 AW5858
 AW5858.Superseded values are not recommended for survey control.
 AW5858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5858.See file dsdata.txt to determine how the superseded data were derived.
 AW5858
 AW5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2389552523(NAD 83)
 AW5858_MARKER: 14 = NAVIGATION LIGHT
 AW5858_SETTING: 0 = UNSPECIFIED SETTING
 AW5858
 AW5858  HISTORY     - Date     Condition        Report By
 AW5858  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5858  HISTORY     - 1966     GOOD             CGS
 AW5858  HISTORY     - 1990     GOOD             USPSQD
 AW5858  HISTORY     - 19990808 MARK NOT FOUND   USPSQD
 AW5858
 AW5858                          STATION DESCRIPTION
 AW5858
 AW5858'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5858'LOCATED IN THE SOUTHERLY END OF GALVESTON BAY, ABOUT 1.5 MILES
 AW5858'NORTH OF THE TEXAS CITY DIKE, ON THE WEST SIDE OF THE HOUSTON SHIP
 AW5858'CHANNEL.  LIGHT ATOP A BLACK, RECTANGULAR, SLATTED STRUCTURE ON
 AW5858'PILES.  LIGHT WAS OBSERVED ON.  NO. 7509 IN 1962 LIGHT LIST.
 AW5858
 AW5858                          STATION RECOVERY (1966)
 AW5858
 AW5858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAR)
 AW5858'IT IS RECOMMENDED THAT THIS LIGHT NO LONGER BE CONSIDERED
 AW5858'TRIANGULATION AS IT SUBJECT TO FREQUENT DESTRUCTION BY MARINE CRAFT.
 AW5858
 AW5858                          STATION RECOVERY (1990)
 AW5858
 AW5858'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW5858'RECOVERED IN GOOD CONDITION.
 AW5858
 AW5858                          STATION RECOVERY (1999)
 AW5858
 AW5858'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6129 ***********************************************************************
 AW6129  DESIGNATION -  HOUSTON SHIP CHAN LT 68 1962
 AW6129  PID         -  AW6129
 AW6129  STATE/COUNTY-  TX/GALVESTON
 AW6129  USGS QUAD   -  BACLIFF (1993)
 AW6129
 AW6129                         *CURRENT SURVEY CONTROL
 AW6129  ___________________________________________________________________
 AW6129* NAD 83(1993)-  29 34 08.11655(N)    094 55 19.77122(W)     ADJUSTED  
 AW6129* NAVD 88     -                                                        
 AW6129  ___________________________________________________________________
 AW6129  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6129  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW6129
 AW6129  HORZ ORDER  -  THIRD
 AW6129
 AW6129.The horizontal coordinates were established by classical geodetic methods
 AW6129.and adjusted by the National Geodetic Survey in February 1996..
 AW6129
 AW6129
 AW6129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6129
 AW6129.The geoid height was determined by GEOID03.
 AW6129
 AW6129;                    North         East     Units Scale Factor Converg.
 AW6129;SPC TXSC     - 4,199,236.777   995,014.293   MT  0.99987155   +1 59 52.0
 AW6129;SPC TXSC     -13,776,995.99  3,264,476.06   sFT  0.99987155   +1 59 52.0
 AW6129;UTM  15      - 3,272,561.543   313,798.206   MT  1.00002781   -0 56 55.7
 AW6129
 AW6129                          SUPERSEDED SURVEY CONTROL
 AW6129
 AW6129  NAD 83(1986)-  29 34 08.13260(N)    094 55 19.75241(W) AD(       ) 4
 AW6129  NAD 27      -  29 34 07.31045(N)    094 55 19.02285(W) AD(       ) 3
 AW6129
 AW6129.Superseded values are not recommended for survey control.
 AW6129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6129.See file dsdata.txt to determine how the superseded data were derived.
 AW6129
 AW6129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1379872562(NAD 83)
 AW6129_MARKER: 14 = NAVIGATION LIGHT
 AW6129
 AW6129  HISTORY     - Date     Condition        Report By
 AW6129  HISTORY     - 1962     FIRST OBSERVED   CGS
 AW6129  HISTORY     - 19950720 GOOD             USPSQD
 AW6129
 AW6129                          STATION DESCRIPTION
 AW6129
 AW6129'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6240 ***********************************************************************
 AW6240  DESIGNATION -  HOUSTON SHIP CHAN LT 56 1955
 AW6240  PID         -  AW6240
 AW6240  STATE/COUNTY-  TX/HARRIS
 AW6240  USGS QUAD   -  HIGHLANDS (1995)
 AW6240
 AW6240                         *CURRENT SURVEY CONTROL
 AW6240  ___________________________________________________________________
 AW6240* NAD 83(1993)-  29 45 48.19750(N)    095 05 20.10021(W)     ADJUSTED  
 AW6240* NAVD 88     -                                                        
 AW6240  ___________________________________________________________________
 AW6240  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AW6240  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6240
 AW6240  HORZ ORDER  -  THIRD
 AW6240
 AW6240.The horizontal coordinates were established by classical geodetic methods
 AW6240.and adjusted by the National Geodetic Survey in February 1996..
 AW6240
 AW6240
 AW6240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6240
 AW6240.The geoid height was determined by GEOID03.
 AW6240
 AW6240;                    North         East     Units Scale Factor Converg.
 AW6240;SPC TXSC     - 4,220,226.460   978,146.187   MT  0.99989111   +1 54 57.9
 AW6240;SPC TXSC     -13,845,859.64  3,209,134.62   sFT  0.99989111   +1 54 57.9
 AW6240;UTM  15      - 3,294,395.530   298,029.734   MT  1.00010333   -1 02 14.4
 AW6240
 AW6240                          SUPERSEDED SURVEY CONTROL
 AW6240
 AW6240  NAD 83(1986)-  29 45 48.21295(N)    095 05 20.08147(W) AD(       ) 4
 AW6240  NAD 27      -  29 45 47.39687(N)    095 05 19.33650(W) AD(       ) 3
 AW6240
 AW6240.Superseded values are not recommended for survey control.
 AW6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6240.See file dsdata.txt to determine how the superseded data were derived.
 AW6240
 AW6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9803094396(NAD 83)
 AW6240_MARKER: 14 = NAVIGATION LIGHT
 AW6240
 AW6240  HISTORY     - Date     Condition        Report By
 AW6240  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6240  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 AW6240
 AW6240                          STATION DESCRIPTION
 AW6240
 AW6240'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6240'LOCATED ON THE N SIDE OF THE HOUSTON SHIP CHANNEL, 0.5 MI. W
 AW6240'OF THE LYNCHBURG FERRY CROSSING, AT THE ENTRANCE TO OLD RIVER.
 AW6240'A RED LIGHT ATOP A RED PYRAMIDAL SLATTED STRUCTURE ON PILES.
 AW6240'LIGHT WAS OBSERVED UPON.  LIGHT NO. 6554 IN THE LIGHT LIST.
 AW6240'
 AW6240'THIS IS AN INTERSECTION STATION.
 AW6240
 AW6240                          STATION RECOVERY (1996)
 AW6240
 AW6240'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6242 ***********************************************************************
 AW6242  DESIGNATION -  HOUSTON SHIP CHAN LT 59 1955
 AW6242  PID         -  AW6242
 AW6242  STATE/COUNTY-  TX/HARRIS
 AW6242  USGS QUAD   -  HIGHLANDS (1995)
 AW6242
 AW6242                         *CURRENT SURVEY CONTROL
 AW6242  ___________________________________________________________________
 AW6242* NAD 83(1993)-  29 45 15.88099(N)    095 05 28.70507(W)     ADJUSTED  
 AW6242* NAVD 88     -                                                        
 AW6242  ___________________________________________________________________
 AW6242  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AW6242  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6242
 AW6242  HORZ ORDER  -  THIRD
 AW6242
 AW6242.The horizontal coordinates were established by classical geodetic methods
 AW6242.and adjusted by the National Geodetic Survey in February 1996..
 AW6242
 AW6242
 AW6242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6242
 AW6242.The geoid height was determined by GEOID03.
 AW6242
 AW6242;                    North         East     Units Scale Factor Converg.
 AW6242;SPC TXSC     - 4,219,224.334   977,948.418   MT  0.99988995   +1 54 53.7
 AW6242;SPC TXSC     -13,842,571.84  3,208,485.77   sFT  0.99988995   +1 54 53.7
 AW6242;UTM  15      - 3,293,404.713   297,780.543   MT  1.00010457   -1 02 17.6
 AW6242
 AW6242                          SUPERSEDED SURVEY CONTROL
 AW6242
 AW6242  NAD 83(1986)-  29 45 15.89628(N)    095 05 28.68616(W) AD(       ) 4
 AW6242  NAD 27      -  29 45 15.07816(N)    095 05 27.93790(W) AD(       ) 3
 AW6242
 AW6242.Superseded values are not recommended for survey control.
 AW6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6242.See file dsdata.txt to determine how the superseded data were derived.
 AW6242
 AW6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9778193405(NAD 83)
 AW6242_MARKER: 14 = NAVIGATION LIGHT
 AW6242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6242+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2004
 AW6242
 AW6242  HISTORY     - Date     Condition        Report By
 AW6242  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6242  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6242  HISTORY     - 20040426 GOOD             USPSQD
 AW6242  HISTORY     - 20050704 GOOD             USPSQD
 AW6242
 AW6242                          STATION DESCRIPTION
 AW6242
 AW6242'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6242'LOCATED 0.8 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6242'THE SE SIDE OF THE HOUSTON SHIP CHANNEL, AND OPPOSITE SAN
 AW6242'JACINTO STATE PARK.  A WHITE LIGHT ATOP A BLACK SLATTED
 AW6242'TRIANGULAR STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.
 AW6242'LIGHT NO. 6556 IN THE LIGHT LIST.
 AW6242'
 AW6242'THIS IS AN INTERSECTION STATION.
 AW6242
 AW6242                          STATION RECOVERY (1996)
 AW6242
 AW6242'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6242'MARK NOT FOUND.
 AW6242
 AW6242                          STATION RECOVERY (2004)
 AW6242
 AW6242'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6242'LIGHT 131A IS GREEN NOW.
 AW6242
 AW6242                          STATION RECOVERY (2005)
 AW6242
 AW6242'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6243 ***********************************************************************
 AW6243  DESIGNATION -  HOUSTON SHIP CHAN LT 58 1955
 AW6243  PID         -  AW6243
 AW6243  STATE/COUNTY-  TX/HARRIS
 AW6243  USGS QUAD   -  HIGHLANDS (1995)
 AW6243
 AW6243                         *CURRENT SURVEY CONTROL
 AW6243  ___________________________________________________________________
 AW6243* NAD 83(1993)-  29 45 34.18327(N)    095 05 30.05627(W)     ADJUSTED  
 AW6243* NAVD 88     -                                                        
 AW6243  ___________________________________________________________________
 AW6243  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AW6243  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6243
 AW6243  HORZ ORDER  -  THIRD
 AW6243
 AW6243.The horizontal coordinates were established by classical geodetic methods
 AW6243.and adjusted by the National Geodetic Survey in February 1996..
 AW6243
 AW6243
 AW6243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6243
 AW6243.The geoid height was determined by GEOID03.
 AW6243
 AW6243;                    North         East     Units Scale Factor Converg.
 AW6243;SPC TXSC     - 4,219,786.294   977,893.311   MT  0.99989061   +1 54 53.0
 AW6243;SPC TXSC     -13,844,415.53  3,208,304.97   sFT  0.99989061   +1 54 53.0
 AW6243;UTM  15      - 3,293,968.887   297,754.456   MT  1.00010470   -1 02 18.9
 AW6243
 AW6243                          SUPERSEDED SURVEY CONTROL
 AW6243
 AW6243  NAD 83(1986)-  29 45 34.19872(N)    095 05 30.03742(W) AD(       ) 4
 AW6243  NAD 27      -  29 45 33.38213(N)    095 05 29.28935(W) AD(       ) 3
 AW6243
 AW6243.Superseded values are not recommended for survey control.
 AW6243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6243.See file dsdata.txt to determine how the superseded data were derived.
 AW6243
 AW6243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9775493969(NAD 83)
 AW6243_MARKER: 14 = NAVIGATION LIGHT
 AW6243
 AW6243  HISTORY     - Date     Condition        Report By
 AW6243  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6243  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6243
 AW6243                          STATION DESCRIPTION
 AW6243
 AW6243'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6243'LOCATED 0.7 MI. W OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6243'THE NW SIDE OF THE HOUSTON SHIP CHANNEL, AT THE ENTRANCE TO
 AW6243'CARPENTER BAYOU.  A RED LIGHT ATOP A RED PYRAMIDAL SLATTED
 AW6243'STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT NO. 6555
 AW6243'IN THE LIGHT LIST.
 AW6243'
 AW6243'THIS IS AN INTERSECTION STATION.
 AW6243
 AW6243                          STATION RECOVERY (1996)
 AW6243
 AW6243'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6248 ***********************************************************************
 AW6248  DESIGNATION -  HOUSTON SHIP CHAN LT 61 1955
 AW6248  PID         -  AW6248
 AW6248  STATE/COUNTY-  TX/HARRIS
 AW6248  USGS QUAD   -  HIGHLANDS (1995)
 AW6248
 AW6248                         *CURRENT SURVEY CONTROL
 AW6248  ___________________________________________________________________
 AW6248* NAD 83(1993)-  29 45 03.50411(N)    095 05 41.21981(W)     ADJUSTED  
 AW6248* NAVD 88     -                                                        
 AW6248  ___________________________________________________________________
 AW6248  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AW6248  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6248
 AW6248  HORZ ORDER  -  THIRD
 AW6248
 AW6248.The horizontal coordinates were established by classical geodetic methods
 AW6248.and adjusted by the National Geodetic Survey in February 1996..
 AW6248
 AW6248
 AW6248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6248
 AW6248.The geoid height was determined by GEOID03.
 AW6248
 AW6248;                    North         East     Units Scale Factor Converg.
 AW6248;SPC TXSC     - 4,218,832.260   977,625.124   MT  0.99988952   +1 54 47.6
 AW6248;SPC TXSC     -13,841,285.51  3,207,425.09   sFT  0.99988952   +1 54 47.6
 AW6248;UTM  15      - 3,293,029.735   297,437.406   MT  1.00010628   -1 02 23.5
 AW6248
 AW6248                          SUPERSEDED SURVEY CONTROL
 AW6248
 AW6248  NAD 83(1986)-  29 45 03.51937(N)    095 05 41.20093(W) AD(       ) 4
 AW6248  NAD 27      -  29 45 02.70183(N)    095 05 40.45148(W) AD(       ) 3
 AW6248
 AW6248.Superseded values are not recommended for survey control.
 AW6248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6248.See file dsdata.txt to determine how the superseded data were derived.
 AW6248
 AW6248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9743793030(NAD 83)
 AW6248_MARKER: 14 = NAVIGATION LIGHT
 AW6248
 AW6248  HISTORY     - Date     Condition        Report By
 AW6248  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6248  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6248
 AW6248                          STATION DESCRIPTION
 AW6248
 AW6248'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6248'LOCATED 1.0 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6248'THE SE SIDE OF THE HOUSTON SHIP CHANNEL.  A WHITE LIGHT ATOP
 AW6248'A BLACK TRIANGULAR PYRAMIDAL SLATTED STRUCTURE ON PILES.
 AW6248'LIGHT WAS OBSERVED UPON.  LIGHT NO. 6557 IN THE LIGHT LIST.
 AW6248'
 AW6248'THIS IS AN INTERSECTION STATION.
 AW6248
 AW6248                          STATION RECOVERY (1996)
 AW6248
 AW6248'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6250 ***********************************************************************
 AW6250  DESIGNATION -  HOUSTON SHIP CHAN LT 62 1955
 AW6250  PID         -  AW6250
 AW6250  STATE/COUNTY-  TX/HARRIS
 AW6250  USGS QUAD   -  HIGHLANDS (1995)
 AW6250
 AW6250                         *CURRENT SURVEY CONTROL
 AW6250  ___________________________________________________________________
 AW6250* NAD 83(1993)-  29 45 01.04910(N)    095 05 57.84356(W)     ADJUSTED  
 AW6250* NAVD 88     -                                                        
 AW6250  ___________________________________________________________________
 AW6250  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AW6250  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6250
 AW6250  HORZ ORDER  -  THIRD
 AW6250
 AW6250.The horizontal coordinates were established by classical geodetic methods
 AW6250.and adjusted by the National Geodetic Survey in February 1996..
 AW6250
 AW6250
 AW6250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6250
 AW6250.The geoid height was determined by GEOID03.
 AW6250
 AW6250;                    North         East     Units Scale Factor Converg.
 AW6250;SPC TXSC     - 4,218,741.816   977,181.289   MT  0.99988943   +1 54 39.4
 AW6250;SPC TXSC     -13,840,988.77  3,205,968.95   sFT  0.99988943   +1 54 39.4
 AW6250;UTM  15      - 3,292,962.262   296,989.403   MT  1.00010853   -1 02 31.6
 AW6250
 AW6250                          SUPERSEDED SURVEY CONTROL
 AW6250
 AW6250  NAD 83(1986)-  29 45 01.06431(N)    095 05 57.82475(W) AD(       ) 4
 AW6250  NAD 27      -  29 45 00.24282(N)    095 05 57.07661(W) AD(       ) 3
 AW6250
 AW6250.Superseded values are not recommended for survey control.
 AW6250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6250.See file dsdata.txt to determine how the superseded data were derived.
 AW6250
 AW6250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9698992962(NAD 83)
 AW6250_MARKER: 14 = NAVIGATION LIGHT
 AW6250
 AW6250  HISTORY     - Date     Condition        Report By
 AW6250  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6250
 AW6250                          STATION DESCRIPTION
 AW6250
 AW6250'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6250'LOCATED 1.3 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6250'THE NW SIDE OF THE HOUSTON SHIP CHANNEL.  A RED LIGHT ATOP A
 AW6250'RED TRIANGULAR PYRAMIDAL SLATTED STRUCTURE ON PILES.  LIGHT WAS
 AW6250'OBSERVED UPON.  LIGHT NO. 6558 IN THE LIGHT LIST.
 AW6250'
 AW6250'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6292 ***********************************************************************
 AW6292  DESIGNATION -  HOUSTON SHIP CHAN LT 64 1955
 AW6292  PID         -  AW6292
 AW6292  STATE/COUNTY-  TX/HARRIS
 AW6292  USGS QUAD   -  LA PORTE (1982)
 AW6292
 AW6292                         *CURRENT SURVEY CONTROL
 AW6292  ___________________________________________________________________
 AW6292* NAD 83(1993)-  29 44 47.05647(N)    095 06 11.26646(W)     ADJUSTED  
 AW6292* NAVD 88     -                                                        
 AW6292  ___________________________________________________________________
 AW6292  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6292  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6292
 AW6292  HORZ ORDER  -  THIRD
 AW6292
 AW6292.The horizontal coordinates were established by classical geodetic methods
 AW6292.and adjusted by the National Geodetic Survey in February 1996..
 AW6292
 AW6292
 AW6292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6292
 AW6292.The geoid height was determined by GEOID03.
 AW6292
 AW6292;                    North         East     Units Scale Factor Converg.
 AW6292;SPC TXSC     - 4,218,299.234   976,835.227   MT  0.99988894   +1 54 32.9
 AW6292;SPC TXSC     -13,839,536.74  3,204,833.57   sFT  0.99988894   +1 54 32.9
 AW6292;UTM  15      - 3,292,538.002   296,620.918   MT  1.00011037   -1 02 37.9
 AW6292
 AW6292                          SUPERSEDED SURVEY CONTROL
 AW6292
 AW6292  NAD 83(1986)-  29 44 47.07170(N)    095 06 11.24758(W) AD(       ) 4
 AW6292  NAD 27      -  29 44 46.25207(N)    095 06 10.49943(W) AD(       ) 3
 AW6292
 AW6292.Superseded values are not recommended for survey control.
 AW6292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6292.See file dsdata.txt to determine how the superseded data were derived.
 AW6292
 AW6292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9662192538(NAD 83)
 AW6292_MARKER: 14 = NAVIGATION LIGHT
 AW6292
 AW6292  HISTORY     - Date     Condition        Report By
 AW6292  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6292  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6292
 AW6292                          STATION DESCRIPTION
 AW6292
 AW6292'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6292'LOCATED 1.5 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6292'THE NW SIDE OF THE HOUSTON SHIP CHANNEL, AND 0.1 MI. SW OF
 AW6292'THE SAN JACINTO ORDNANCE DEPOT SLIP.  A RED LIGHT ATOP A RED
 AW6292'TRIANGULAR SLATTED STRUCTURE ON PILES.  LIGHT WAS OBSERVED
 AW6292'UPON.  LIGHT NO. 6559 IN THE LIGHT LIST.
 AW6292'
 AW6292'THIS IS AN INTERSECTION STATION.
 AW6292
 AW6292                          STATION RECOVERY (1996)
 AW6292
 AW6292'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6294 ***********************************************************************
 AW6294  DESIGNATION -  HOUSTON SHIP CHAN LT 67 1955
 AW6294  PID         -  AW6294
 AW6294  STATE/COUNTY-  TX/HARRIS
 AW6294  USGS QUAD   -  LA PORTE (1982)
 AW6294
 AW6294                         *CURRENT SURVEY CONTROL
 AW6294  ___________________________________________________________________
 AW6294* NAD 83(1993)-  29 44 24.69869(N)    095 06 20.32613(W)     ADJUSTED  
 AW6294* NAVD 88     -                                                        
 AW6294  ___________________________________________________________________
 AW6294  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6294  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6294
 AW6294  HORZ ORDER  -  THIRD
 AW6294
 AW6294.The horizontal coordinates were established by classical geodetic methods
 AW6294.and adjusted by the National Geodetic Survey in February 1996..
 AW6294
 AW6294
 AW6294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6294
 AW6294.The geoid height was determined by GEOID03.
 AW6294
 AW6294;                    North         East     Units Scale Factor Converg.
 AW6294;SPC TXSC     - 4,217,603.165   976,614.876   MT  0.99988817   +1 54 28.4
 AW6294;SPC TXSC     -13,837,253.05  3,204,110.64   sFT  0.99988817   +1 54 28.4
 AW6294;UTM  15      - 3,291,854.056   296,364.945   MT  1.00011166   -1 02 41.7
 AW6294
 AW6294                          SUPERSEDED SURVEY CONTROL
 AW6294
 AW6294  NAD 83(1986)-  29 44 24.71394(N)    095 06 20.30723(W) AD(       ) 4
 AW6294  NAD 27      -  29 44 23.89296(N)    095 06 19.55661(W) AD(       ) 3
 AW6294
 AW6294.Superseded values are not recommended for survey control.
 AW6294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6294.See file dsdata.txt to determine how the superseded data were derived.
 AW6294
 AW6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9636591854(NAD 83)
 AW6294_MARKER: 14 = NAVIGATION LIGHT
 AW6294
 AW6294  HISTORY     - Date     Condition        Report By
 AW6294  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6294  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6294
 AW6294                          STATION DESCRIPTION
 AW6294
 AW6294'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6294'LOCATED 1.8 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6294'THE SE SIDE OF THE HOUSTON SHIP CHANNEL, 0.2 MI. NE OF THE
 AW6294'ENTRANCE OF PATRICK BAYOU.  A WHITE LIGHT ATOP A BLACK TRIANGULAR
 AW6294'PYRAMIDAL SLATTED STRUCTURE ON PILES.  LIGHT WAS OBSERVED
 AW6294'UPON.  LIGHT NO. 6561 IN THE LIGHT LIST.
 AW6294'
 AW6294'THIS IS AN INTERSECTION STATION.
 AW6294
 AW6294                          STATION RECOVERY (1996)
 AW6294
 AW6294'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6299 ***********************************************************************
 AW6299  DESIGNATION -  HOUSTON SHIP CHAN LT 69 1955
 AW6299  PID         -  AW6299
 AW6299  STATE/COUNTY-  TX/HARRIS
 AW6299  USGS QUAD   -  LA PORTE (1982)
 AW6299
 AW6299                         *CURRENT SURVEY CONTROL
 AW6299  ___________________________________________________________________
 AW6299* NAD 83(1993)-  29 44 20.92937(N)    095 06 35.63979(W)     ADJUSTED  
 AW6299* NAVD 88     -                                                        
 AW6299  ___________________________________________________________________
 AW6299  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6299  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6299
 AW6299  HORZ ORDER  -  THIRD
 AW6299
 AW6299.The horizontal coordinates were established by classical geodetic methods
 AW6299.and adjusted by the National Geodetic Survey in February 1996..
 AW6299
 AW6299
 AW6299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6299
 AW6299.The geoid height was determined by GEOID03.
 AW6299
 AW6299;                    North         East     Units Scale Factor Converg.
 AW6299;SPC TXSC     - 4,217,473.489   976,207.512   MT  0.99988804   +1 54 20.9
 AW6299;SPC TXSC     -13,836,827.61  3,202,774.15   sFT  0.99988804   +1 54 20.9
 AW6299;UTM  15      - 3,291,745.513   295,951.348   MT  1.00011374   -1 02 49.1
 AW6299
 AW6299                          SUPERSEDED SURVEY CONTROL
 AW6299
 AW6299  NAD 83(1986)-  29 44 20.94462(N)    095 06 35.62089(W) AD(       ) 4
 AW6299  NAD 27      -  29 44 20.12005(N)    095 06 34.85604(W) AD(       ) 3
 AW6299
 AW6299.Superseded values are not recommended for survey control.
 AW6299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6299.See file dsdata.txt to determine how the superseded data were derived.
 AW6299
 AW6299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9595191746(NAD 83)
 AW6299_MARKER: 14 = NAVIGATION LIGHT
 AW6299
 AW6299  HISTORY     - Date     Condition        Report By
 AW6299  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6299  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6299
 AW6299                          STATION DESCRIPTION
 AW6299
 AW6299'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6299'LOCATED 2 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG THE
 AW6299'S SIDE OF THE HOUSTON SHIP CHANNEL, AT THE ENTRANCE OF PATRICK
 AW6299'BAYOU.  A WHITE LIGHT ATOP A BLACK TRIANGULAR PYRAMIDAL
 AW6299'SLATTED STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT
 AW6299'NO. 6562 IN THE LIGHT LIST.
 AW6299'
 AW6299'THIS IS AN INTERSECTION STATION.
 AW6299
 AW6299                          STATION RECOVERY (1996)
 AW6299
 AW6299'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6306 ***********************************************************************
 AW6306  DESIGNATION -  HOUSTON SHIP CHAN LT 70 1955
 AW6306  PID         -  AW6306
 AW6306  STATE/COUNTY-  TX/HARRIS
 AW6306  USGS QUAD   -  LA PORTE (1982)
 AW6306
 AW6306                         *CURRENT SURVEY CONTROL
 AW6306  ___________________________________________________________________
 AW6306* NAD 83(1993)-  29 44 21.33028(N)    095 07 04.54522(W)     ADJUSTED  
 AW6306* NAVD 88     -                                                        
 AW6306  ___________________________________________________________________
 AW6306  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6306  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6306
 AW6306  HORZ ORDER  -  THIRD
 AW6306
 AW6306.The horizontal coordinates were established by classical geodetic methods
 AW6306.and adjusted by the National Geodetic Survey in February 1996..
 AW6306
 AW6306
 AW6306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6306
 AW6306.The geoid height was determined by GEOID03.
 AW6306
 AW6306;                    North         East     Units Scale Factor Converg.
 AW6306;SPC TXSC     - 4,217,460.024   975,430.884   MT  0.99988806   +1 54 06.8
 AW6306;SPC TXSC     -13,836,783.43  3,200,226.16   sFT  0.99988806   +1 54 06.8
 AW6306;UTM  15      - 3,291,772.078   295,174.881   MT  1.00011766   -1 03 03.5
 AW6306
 AW6306                          SUPERSEDED SURVEY CONTROL
 AW6306
 AW6306  NAD 83(1986)-  29 44 21.34552(N)    095 07 04.52634(W) AD(       ) 4
 AW6306  NAD 27      -  29 44 20.52761(N)    095 07 03.77311(W) AD(       ) 3
 AW6306
 AW6306.Superseded values are not recommended for survey control.
 AW6306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6306.See file dsdata.txt to determine how the superseded data were derived.
 AW6306
 AW6306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9517591772(NAD 83)
 AW6306_MARKER: 14 = NAVIGATION LIGHT
 AW6306
 AW6306  HISTORY     - Date     Condition        Report By
 AW6306  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6306  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6306
 AW6306                          STATION DESCRIPTION
 AW6306
 AW6306'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6306'LOCATED 2.4 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6306'THE N SIDE OF THE HOUSTON SHIP CHANNEL, AND OPPOSITE THE E
 AW6306'SIDE OF THE SHELL OIL CO. REFINERY.  A RED LIGHT ATOP A RED
 AW6306'TRIANGULAR PYRAMIDAL SLATTED STRUCTURE ON PILES.  LIGHT WAS
 AW6306'OBSERVED UPON.  LIGHT NO. 6563 IN THE LIGHT LIST.
 AW6306'
 AW6306'THIS IS AN INTERSECTION STATION.
 AW6306
 AW6306                          STATION RECOVERY (1996)
 AW6306
 AW6306'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6310 ***********************************************************************
 AW6310  DESIGNATION -  HOUSTON SHIP CHAN LT 65 1955
 AW6310  PID         -  AW6310
 AW6310  STATE/COUNTY-  TX/HARRIS
 AW6310  USGS QUAD   -  LA PORTE (1982)
 AW6310
 AW6310                         *CURRENT SURVEY CONTROL
 AW6310  ___________________________________________________________________
 AW6310* NAD 83(1993)-  29 44 33.65886(N)    095 06 09.66503(W)     ADJUSTED  
 AW6310* NAVD 88     -                                                        
 AW6310  ___________________________________________________________________
 AW6310  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6310  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6310
 AW6310  HORZ ORDER  -  THIRD
 AW6310
 AW6310.The horizontal coordinates were established by classical geodetic methods
 AW6310.and adjusted by the National Geodetic Survey in February 1996..
 AW6310
 AW6310
 AW6310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6310
 AW6310.The geoid height was determined by GEOID03.
 AW6310
 AW6310;                    North         East     Units Scale Factor Converg.
 AW6310;SPC TXSC     - 4,217,888.415   976,891.971   MT  0.99988848   +1 54 33.6
 AW6310;SPC TXSC     -13,838,188.91  3,205,019.74   sFT  0.99988848   +1 54 33.6
 AW6310;UTM  15      - 3,292,124.714   296,656.431   MT  1.00011020   -1 02 36.6
 AW6310
 AW6310                          SUPERSEDED SURVEY CONTROL
 AW6310
 AW6310  NAD 83(1986)-  29 44 33.67411(N)    095 06 09.64614(W) AD(       ) 4
 AW6310  NAD 27      -  29 44 32.85438(N)    095 06 08.89698(W) AD(       ) 3
 AW6310
 AW6310.Superseded values are not recommended for survey control.
 AW6310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6310.See file dsdata.txt to determine how the superseded data were derived.
 AW6310
 AW6310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9665692125(NAD 83)
 AW6310_MARKER: 14 = NAVIGATION LIGHT
 AW6310
 AW6310  HISTORY     - Date     Condition        Report By
 AW6310  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6310  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6310
 AW6310                          STATION DESCRIPTION
 AW6310
 AW6310'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6310'LOCATED 1.6 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6310'THE SE SIDE OF THE HOUSTON SHIP CHANNEL, 0.1 MI. SW OF THE
 AW6310'ENTRANCE OF TUCKER BAYOU.  A WHITE LIGHT ATOP A BLACK TRIANGULAR
 AW6310'PYRAMIDAL SLATTED STRUCTURE ON PILES.  LIGHT WAS OBSERVED
 AW6310'UPON.  LIGHT NO. 6560 IN THE LIGHT LIST.
 AW6310'
 AW6310'THIS IS AN INTERSECTION STATION.
 AW6310
 AW6310                          STATION RECOVERY (1996)
 AW6310
 AW6310'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6312 ***********************************************************************
 AW6312  DESIGNATION -  HOUSTON SHIP CHAN LT 71 1955
 AW6312  PID         -  AW6312
 AW6312  STATE/COUNTY-  TX/HARRIS
 AW6312  USGS QUAD   -  LA PORTE (1982)
 AW6312
 AW6312                         *CURRENT SURVEY CONTROL
 AW6312  ___________________________________________________________________
 AW6312* NAD 83(1993)-  29 43 59.26679(N)    095 07 22.86280(W)     ADJUSTED  
 AW6312* NAVD 88     -                                                        
 AW6312  ___________________________________________________________________
 AW6312  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6312  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6312
 AW6312  HORZ ORDER  -  THIRD
 AW6312
 AW6312.The horizontal coordinates were established by classical geodetic methods
 AW6312.and adjusted by the National Geodetic Survey in February 1996..
 AW6312
 AW6312
 AW6312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6312
 AW6312.The geoid height was determined by GEOID03.
 AW6312
 AW6312;                    North         East     Units Scale Factor Converg.
 AW6312;SPC TXSC     - 4,216,764.791   974,961.502   MT  0.99988731   +1 53 57.8
 AW6312;SPC TXSC     -13,834,502.49  3,198,686.19   sFT  0.99988731   +1 53 57.8
 AW6312;UTM  15      - 3,291,101.792   294,670.193   MT  1.00012021   -1 03 11.9
 AW6312
 AW6312                          SUPERSEDED SURVEY CONTROL
 AW6312
 AW6312  NAD 83(1986)-  29 43 59.28201(N)    095 07 22.84387(W) AD(       ) 4
 AW6312  NAD 27      -  29 43 58.46077(N)    095 07 22.09297(W) AD(       ) 3
 AW6312
 AW6312.Superseded values are not recommended for survey control.
 AW6312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6312.See file dsdata.txt to determine how the superseded data were derived.
 AW6312
 AW6312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9467091102(NAD 83)
 AW6312_MARKER: 14 = NAVIGATION LIGHT
 AW6312
 AW6312  HISTORY     - Date     Condition        Report By
 AW6312  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6312  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6312
 AW6312                          STATION DESCRIPTION
 AW6312
 AW6312'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6312'LOCATED 2.8 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6312'THE S SIDE OF THE HOUSTON SHIP CHANNEL, AND ABOUT OPPOSITE
 AW6312'THE CENTER OF THE SHELL OIL CO. REFINERY.  A WHITE LIGHT ATOP
 AW6312'A BLACK TRIANGULAR PYRAMIDAL SLATTED STRUCTURE ON PILES.
 AW6312'LIGHT WAS OBSERVED UPON.  LIGHT NO. 6564 IN THE LIGHT LIST.
 AW6312'
 AW6312'THIS IS AN INTERSECTION STATION.
 AW6312
 AW6312                          STATION RECOVERY (1996)
 AW6312
 AW6312'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6437 ***********************************************************************
 AW6437  DESIGNATION -  HOUSTON SHIP CHAN LT 91 1955
 AW6437  PID         -  AW6437
 AW6437  STATE/COUNTY-  TX/HARRIS
 AW6437  USGS QUAD   -  PASADENA (1995)
 AW6437
 AW6437                         *CURRENT SURVEY CONTROL
 AW6437  ___________________________________________________________________
 AW6437* NAD 83(1993)-  29 43 39.98007(N)    095 12 32.36886(W)     ADJUSTED  
 AW6437* NAVD 88     -                                                        
 AW6437  ___________________________________________________________________
 AW6437  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AW6437  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6437
 AW6437  HORZ ORDER  -  THIRD
 AW6437
 AW6437.The horizontal coordinates were established by classical geodetic methods
 AW6437.and adjusted by the National Geodetic Survey in February 1996..
 AW6437
 AW6437
 AW6437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6437
 AW6437.The geoid height was determined by GEOID03.
 AW6437
 AW6437;                    North         East     Units Scale Factor Converg.
 AW6437;SPC TXSC     - 4,215,898.721   966,668.746   MT  0.99988667   +1 51 26.1
 AW6437;SPC TXSC     -13,831,661.05  3,171,479.04   sFT  0.99988667   +1 51 26.1
 AW6437;UTM  15      - 3,290,663.960   286,341.712   MT  1.00016328   -1 05 44.9
 AW6437
 AW6437                          SUPERSEDED SURVEY CONTROL
 AW6437
 AW6437  NAD 83(1986)-  29 43 39.99526(N)    095 12 32.34937(W) AD(       ) 4
 AW6437  NAD 27      -  29 43 39.17279(N)    095 12 31.58783(W) AD(       ) 3
 AW6437
 AW6437.Superseded values are not recommended for survey control.
 AW6437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6437.See file dsdata.txt to determine how the superseded data were derived.
 AW6437
 AW6437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8634290664(NAD 83)
 AW6437_MARKER: 14 = NAVIGATION LIGHT
 AW6437
 AW6437  HISTORY     - Date     Condition        Report By
 AW6437  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6437  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6437  HISTORY     - 19980323 MARK NOT FOUND   USPSQD
 AW6437
 AW6437                          STATION DESCRIPTION
 AW6437
 AW6437'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6437'LOCATED 7.7 MI. SW OF THE LYNCHBURG FERRY CROSSING, 600 FT.
 AW6437'NE OF THE WASHBURN TUNNEL CROSSING, ALONG THE SE SIDE OF THE
 AW6437'HOUSTON SHIP CHANNEL.  A GREEN LIGHT ATOP A BLACK TRIANGULAR
 AW6437'SLATTED STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT
 AW6437'NO. 6576 IN THE LIGHT LIST.
 AW6437'
 AW6437'THIS IS AN INTERSECTION STATION.
 AW6437
 AW6437                          STATION RECOVERY (1996)
 AW6437
 AW6437'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6437'MARK NOT FOUND.
 AW6437
 AW6437                          STATION RECOVERY (1998)
 AW6437
 AW6437'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6443 ***********************************************************************
 AW6443  DESIGNATION -  HOUSTON SHIP CHAN LT 90 1955
 AW6443  PID         -  AW6443
 AW6443  STATE/COUNTY-  TX/HARRIS
 AW6443  USGS QUAD   -  PASADENA (1995)
 AW6443
 AW6443                         *CURRENT SURVEY CONTROL
 AW6443  ___________________________________________________________________
 AW6443* NAD 83(1993)-  29 44 18.11942(N)    095 12 15.98154(W)     ADJUSTED  
 AW6443* NAVD 88     -                                                        
 AW6443  ___________________________________________________________________
 AW6443  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW6443  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6443
 AW6443  HORZ ORDER  -  THIRD
 AW6443
 AW6443.The horizontal coordinates were established by classical geodetic methods
 AW6443.and adjusted by the National Geodetic Survey in February 1996..
 AW6443
 AW6443
 AW6443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6443
 AW6443.The geoid height was determined by GEOID03.
 AW6443
 AW6443;                    North         East     Units Scale Factor Converg.
 AW6443;SPC TXSC     - 4,217,086.603   967,070.765   MT  0.99988795   +1 51 34.2
 AW6443;SPC TXSC     -13,835,558.30  3,172,798.00   sFT  0.99988795   +1 51 34.2
 AW6443;UTM  15      - 3,291,829.873   286,804.525   MT  1.00016084   -1 05 38.1
 AW6443
 AW6443                          SUPERSEDED SURVEY CONTROL
 AW6443
 AW6443  NAD 83(1986)-  29 44 18.13462(N)    095 12 15.96204(W) AD(       ) 4
 AW6443  NAD 27      -  29 44 17.31258(N)    095 12 15.20243(W) AD(       ) 3
 AW6443
 AW6443.Superseded values are not recommended for survey control.
 AW6443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6443.See file dsdata.txt to determine how the superseded data were derived.
 AW6443
 AW6443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8680591830(NAD 83)
 AW6443_MARKER: 14 = NAVIGATION LIGHT
 AW6443
 AW6443  HISTORY     - Date     Condition        Report By
 AW6443  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6443  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6443  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 AW6443
 AW6443                          STATION DESCRIPTION
 AW6443
 AW6443'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6443'LOCATED 7.0 MI. SW OF THE LYNCHBURG FERRY CROSSING, 500
 AW6443'FT. SW OF THE INTERSECTION OF HUNTING BAYOU, ALONG THE NW
 AW6443'SIDE OF THE HOUSTON SHIP CHANNEL.  A RED LIGHT AND RED TRIANGULAR
 AW6443'DAYMARK ON A SKELETON STEEL TOWER ON MUDSILLS.  LIGHT WAS
 AW6443'OBSERVED UPON.  LIGHT NO. 6575 IN THE LIGHT LIST.
 AW6443'
 AW6443'THIS IS AN INTERSECTION STATION.
 AW6443
 AW6443                          STATION RECOVERY (1996)
 AW6443
 AW6443'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6443'MARK NOT FOUND.
 AW6443
 AW6443                          STATION RECOVERY (1998)
 AW6443
 AW6443'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6449 ***********************************************************************
 AW6449  DESIGNATION -  HOUSTON SHIP CHAN LT 95 1955
 AW6449  PID         -  AW6449
 AW6449  STATE/COUNTY-  TX/HARRIS
 AW6449  USGS QUAD   -  PASADENA (1995)
 AW6449
 AW6449                         *CURRENT SURVEY CONTROL
 AW6449  ___________________________________________________________________
 AW6449* NAD 83(1993)-  29 43 25.21734(N)    095 13 11.04987(W)     ADJUSTED  
 AW6449* NAVD 88     -                                                        
 AW6449  ___________________________________________________________________
 AW6449  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW6449  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6449
 AW6449  HORZ ORDER  -  THIRD
 AW6449
 AW6449.The horizontal coordinates were established by classical geodetic methods
 AW6449.and adjusted by the National Geodetic Survey in February 1996..
 AW6449
 AW6449
 AW6449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6449
 AW6449.The geoid height was determined by GEOID03.
 AW6449
 AW6449;                    North         East     Units Scale Factor Converg.
 AW6449;SPC TXSC     - 4,215,410.811   965,644.560   MT  0.99988618   +1 51 07.2
 AW6449;SPC TXSC     -13,830,060.30  3,168,118.86   sFT  0.99988618   +1 51 07.2
 AW6449;UTM  15      - 3,290,229.339   285,293.457   MT  1.00016882   -1 06 03.6
 AW6449
 AW6449                          SUPERSEDED SURVEY CONTROL
 AW6449
 AW6449  NAD 83(1986)-  29 43 25.23244(N)    095 13 11.03063(W) AD(       ) 4
 AW6449  NAD 27      -  29 43 24.41251(N)    095 13 10.26596(W) AD(       ) 3
 AW6449
 AW6449.Superseded values are not recommended for survey control.
 AW6449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6449.See file dsdata.txt to determine how the superseded data were derived.
 AW6449
 AW6449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8529390229(NAD 83)
 AW6449_MARKER: 14 = NAVIGATION LIGHT
 AW6449
 AW6449  HISTORY     - Date     Condition        Report By
 AW6449  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6449  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6449
 AW6449                          STATION DESCRIPTION
 AW6449
 AW6449'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6449'LOCATED 8.3 MI. SW OF THE LYNCHBURG FERRY CROSSING, 0.3 MI.
 AW6449'SW OF THE WASHBURN TUNNEL CROSSING, ALONG THE S SIDE OF THE
 AW6449'HOUSTON SHIP CHANNEL.  A GREEN LIGHT ATOP A BLACK TRIANGULAR
 AW6449'SLATTED STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT
 AW6449'NO. 6578 IN THE LIGHT LIST.
 AW6449'
 AW6449'THIS IS AN INTERSECTION STATION.
 AW6449
 AW6449                          STATION RECOVERY (1996)
 AW6449
 AW6449'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6454 ***********************************************************************
 AW6454  DESIGNATION -  HOUSTON SHIP CHAN LT 82 1955
 AW6454  PID         -  AW6454
 AW6454  STATE/COUNTY-  TX/HARRIS
 AW6454  USGS QUAD   -  PASADENA (1995)
 AW6454
 AW6454                         *CURRENT SURVEY CONTROL
 AW6454  ___________________________________________________________________
 AW6454* NAD 83(1993)-  29 44 48.88412(N)    095 10 04.33647(W)     ADJUSTED  
 AW6454* NAVD 88     -                                                        
 AW6454  ___________________________________________________________________
 AW6454  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW6454  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6454
 AW6454  HORZ ORDER  -  THIRD
 AW6454
 AW6454.The horizontal coordinates were established by classical geodetic methods
 AW6454.and adjusted by the National Geodetic Survey in February 1996..
 AW6454
 AW6454
 AW6454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6454
 AW6454.The geoid height was determined by GEOID03.
 AW6454
 AW6454;                    North         East     Units Scale Factor Converg.
 AW6454;SPC TXSC     - 4,218,148.597   970,574.993   MT  0.99988901   +1 52 38.7
 AW6454;SPC TXSC     -13,839,042.52  3,184,294.79   sFT  0.99988901   +1 52 38.7
 AW6454;UTM  15      - 3,292,710.136   290,359.752   MT  1.00014229   -1 04 33.7
 AW6454
 AW6454                          SUPERSEDED SURVEY CONTROL
 AW6454
 AW6454  NAD 83(1986)-  29 44 48.89922(N)    095 10 04.31737(W) AD(       ) 4
 AW6454  NAD 27      -  29 44 48.07902(N)    095 10 03.56084(W) AD(       ) 3
 AW6454
 AW6454.Superseded values are not recommended for survey control.
 AW6454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6454.See file dsdata.txt to determine how the superseded data were derived.
 AW6454
 AW6454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9036092710(NAD 83)
 AW6454_MARKER: 14 = NAVIGATION LIGHT
 AW6454
 AW6454  HISTORY     - Date     Condition        Report By
 AW6454  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6454  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6454
 AW6454                          STATION DESCRIPTION
 AW6454
 AW6454'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6454'LOCATED 5.0 MI. SW OF THE LYNCHBURG FERRY CROSSING, AT THE
 AW6454'INTERSECTION OF GREENS BAYOU, ON THE N BANK OF THE HOUSTON
 AW6454'SHIP CHANNEL.  A RED LIGHT AND RED TRIANGULAR DAYMARK ON A
 AW6454'SKELETON STEEL TOWER ON MUDSILLS.  LIGHT WAS OBSERVED UPON.
 AW6454'LIGHT NO. 6571 IN THE LIGHT LIST.
 AW6454'
 AW6454'THIS IS AN INTERSECTION STATION.
 AW6454
 AW6454                          STATION RECOVERY (1996)
 AW6454
 AW6454'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6457 ***********************************************************************
 AW6457  DESIGNATION -  HOUSTON SHIP CHAN LT 80 1955
 AW6457  PID         -  AW6457
 AW6457  STATE/COUNTY-  TX/HARRIS
 AW6457  USGS QUAD   -  PASADENA (1995)
 AW6457
 AW6457                         *CURRENT SURVEY CONTROL
 AW6457  ___________________________________________________________________
 AW6457* NAD 83(1993)-  29 44 41.70260(N)    095 09 50.02718(W)     ADJUSTED  
 AW6457* NAVD 88     -                                                        
 AW6457  ___________________________________________________________________
 AW6457  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AW6457  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6457
 AW6457  HORZ ORDER  -  THIRD
 AW6457
 AW6457.The horizontal coordinates were established by classical geodetic methods
 AW6457.and adjusted by the National Geodetic Survey in February 1996..
 AW6457
 AW6457
 AW6457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6457
 AW6457.The geoid height was determined by GEOID03.
 AW6457
 AW6457;                    North         East     Units Scale Factor Converg.
 AW6457;SPC TXSC     - 4,217,940.215   970,966.478   MT  0.99988876   +1 52 45.7
 AW6457;SPC TXSC     -13,838,358.86  3,185,579.19   sFT  0.99988876   +1 52 45.7
 AW6457;UTM  15      - 3,292,481.802   290,740.077   MT  1.00014032   -1 04 26.3
 AW6457
 AW6457                          SUPERSEDED SURVEY CONTROL
 AW6457
 AW6457  NAD 83(1986)-  29 44 41.71794(N)    095 09 50.00832(W) AD(       ) 4
 AW6457  NAD 27      -  29 44 40.89818(N)    095 09 49.25416(W) AD(       ) 3
 AW6457
 AW6457.Superseded values are not recommended for survey control.
 AW6457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6457.See file dsdata.txt to determine how the superseded data were derived.
 AW6457
 AW6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9074092482(NAD 83)
 AW6457_MARKER: 14 = NAVIGATION LIGHT
 AW6457
 AW6457  HISTORY     - Date     Condition        Report By
 AW6457  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6457  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6457
 AW6457                          STATION DESCRIPTION
 AW6457
 AW6457'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6457'LOCATED 4.8 MI. SW OF THE LYNCHBURG FERRY CROSSING, 0.3 MI.
 AW6457'SE OF GREENS BAYOU, ALONG THE N BANK OF THE HOUSTON SHIP
 AW6457'CHANNEL.  A RED LIGHT AND RED TRIANGULAR DAYMARK ON A SKELETON
 AW6457'STEEL TOWER ON MUDSILLS.  LIGHT WAS OBSERVED UPON.  LIGHT NO.
 AW6457'6570 IN THE LIGHT LIST.
 AW6457'
 AW6457'THIS IS AN INTERSECTION STATION.
 AW6457
 AW6457                          STATION RECOVERY (1996)
 AW6457
 AW6457'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6458 ***********************************************************************
 AW6458  DESIGNATION -  HOUSTON SHIP CHAN LT 93 1955
 AW6458  PID         -  AW6458
 AW6458  STATE/COUNTY-  TX/HARRIS
 AW6458  USGS QUAD   -  PASADENA (1995)
 AW6458
 AW6458                         *CURRENT SURVEY CONTROL
 AW6458  ___________________________________________________________________
 AW6458* NAD 83(1993)-  29 43 28.02331(N)    095 12 50.86749(W)     ADJUSTED  
 AW6458* NAVD 88     -                                                        
 AW6458  ___________________________________________________________________
 AW6458  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6458  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6458
 AW6458  HORZ ORDER  -  THIRD
 AW6458
 AW6458.The horizontal coordinates were established by classical geodetic methods
 AW6458.and adjusted by the National Geodetic Survey in February 1996..
 AW6458
 AW6458
 AW6458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6458
 AW6458.The geoid height was determined by GEOID03.
 AW6458
 AW6458;                    North         East     Units Scale Factor Converg.
 AW6458;SPC TXSC     - 4,215,514.695   966,183.834   MT  0.99988627   +1 51 17.1
 AW6458;SPC TXSC     -13,830,401.13  3,169,888.13   sFT  0.99988627   +1 51 17.1
 AW6458;UTM  15      - 3,290,305.326   285,837.520   MT  1.00016594   -1 05 53.7
 AW6458
 AW6458                          SUPERSEDED SURVEY CONTROL
 AW6458
 AW6458  NAD 83(1986)-  29 43 28.03841(N)    095 12 50.84811(W) AD(       ) 4
 AW6458  NAD 27      -  29 43 27.21534(N)    095 12 50.08602(W) AD(       ) 3
 AW6458
 AW6458.Superseded values are not recommended for survey control.
 AW6458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6458.See file dsdata.txt to determine how the superseded data were derived.
 AW6458
 AW6458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8583890305(NAD 83)
 AW6458_MARKER: 14 = NAVIGATION LIGHT
 AW6458
 AW6458  HISTORY     - Date     Condition        Report By
 AW6458  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6458  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6458
 AW6458                          STATION DESCRIPTION
 AW6458
 AW6458'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6458'LOCATED 8.0 MI. SW OF THE LYNCHBURG FERRY CROSSING, 500 FT.
 AW6458'SW OF THE WASHBURN TUNNEL CROSSING, ALONG THE S SIDE OF THE
 AW6458'HOUSTON SHIP CHANNEL.  A GREEN LIGHT ATOP A BLACK TRIANGULAR
 AW6458'SLATTED STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT
 AW6458'NO. 6577 IN THE LIGHT LIST.
 AW6458'
 AW6458'THIS IS AN INTERSECTION STATION.
 AW6458
 AW6458                          STATION RECOVERY (1996)
 AW6458
 AW6458'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6459 ***********************************************************************
 AW6459  DESIGNATION -  HOUSTON SHIP CHAN LT 75 1955
 AW6459  PID         -  AW6459
 AW6459  STATE/COUNTY-  TX/HARRIS
 AW6459  USGS QUAD   -  PASADENA (1995)
 AW6459
 AW6459                         *CURRENT SURVEY CONTROL
 AW6459  ___________________________________________________________________
 AW6459* NAD 83(1993)-  29 44 06.20461(N)    095 09 05.19292(W)     ADJUSTED  
 AW6459* NAVD 88     -                                                        
 AW6459  ___________________________________________________________________
 AW6459  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AW6459  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6459
 AW6459  HORZ ORDER  -  THIRD
 AW6459
 AW6459.The horizontal coordinates were established by classical geodetic methods
 AW6459.and adjusted by the National Geodetic Survey in February 1996..
 AW6459
 AW6459
 AW6459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6459
 AW6459.The geoid height was determined by GEOID03.
 AW6459
 AW6459;                    North         East     Units Scale Factor Converg.
 AW6459;SPC TXSC     - 4,216,887.473   972,206.350   MT  0.99988754   +1 53 07.6
 AW6459;SPC TXSC     -13,834,904.98  3,189,647.00   sFT  0.99988754   +1 53 07.6
 AW6459;UTM  15      - 3,291,366.303   291,924.360   MT  1.00013422   -1 04 02.9
 AW6459
 AW6459                          SUPERSEDED SURVEY CONTROL
 AW6459
 AW6459  NAD 83(1986)-  29 44 06.21987(N)    095 09 05.17401(W) AD(       ) 4
 AW6459  NAD 27      -  29 44 05.39929(N)    095 09 04.41891(W) AD(       ) 3
 AW6459
 AW6459.Superseded values are not recommended for survey control.
 AW6459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6459.See file dsdata.txt to determine how the superseded data were derived.
 AW6459
 AW6459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9192491366(NAD 83)
 AW6459_MARKER: 14 = NAVIGATION LIGHT
 AW6459
 AW6459  HISTORY     - Date     Condition        Report By
 AW6459  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6459  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6459
 AW6459                          STATION DESCRIPTION
 AW6459
 AW6459'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6459'LOCATED 4 MI. SW OF THE LYNCHBURG FERRY CROSSING, 0.8 MI.
 AW6459'W OF THE SHELL OIL CO. DOCKS, ALONG THE S SIDE OF THE HOUSTON
 AW6459'SHIP CHANNEL.  A WHITE LIGHT ATOP A BLACK TRIANGULAR PYRAMIDAL
 AW6459'SLATTED STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT
 AW6459'NO. 6567 IN THE LIGHT LIST.
 AW6459'
 AW6459'THIS IS AN INTERSECTION STATION.
 AW6459
 AW6459                          STATION RECOVERY (1996)
 AW6459
 AW6459'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6460 ***********************************************************************
 AW6460  DESIGNATION -  HOUSTON SHIP CHAN LT 78 1955
 AW6460  PID         -  AW6460
 AW6460  STATE/COUNTY-  TX/HARRIS
 AW6460  USGS QUAD   -  PASADENA (1995)
 AW6460
 AW6460                         *CURRENT SURVEY CONTROL
 AW6460  ___________________________________________________________________
 AW6460* NAD 83(1993)-  29 44 31.48897(N)    095 09 31.59716(W)     ADJUSTED  
 AW6460* NAVD 88     -                                                        
 AW6460  ___________________________________________________________________
 AW6460  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AW6460  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6460
 AW6460  HORZ ORDER  -  THIRD
 AW6460
 AW6460.The horizontal coordinates were established by classical geodetic methods
 AW6460.and adjusted by the National Geodetic Survey in February 1996..
 AW6460
 AW6460
 AW6460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6460
 AW6460.The geoid height was determined by GEOID03.
 AW6460
 AW6460;                    North         East     Units Scale Factor Converg.
 AW6460;SPC TXSC     - 4,217,642.180   971,471.698   MT  0.99988841   +1 52 54.7
 AW6460;SPC TXSC     -13,837,381.05  3,187,236.73   sFT  0.99988841   +1 52 54.7
 AW6460;UTM  15      - 3,292,158.051   291,229.392   MT  1.00013780   -1 04 16.9
 AW6460
 AW6460                          SUPERSEDED SURVEY CONTROL
 AW6460
 AW6460  NAD 83(1986)-  29 44 31.50412(N)    095 09 31.57814(W) AD(       ) 4
 AW6460  NAD 27      -  29 44 30.68289(N)    095 09 30.82285(W) AD(       ) 3
 AW6460
 AW6460.Superseded values are not recommended for survey control.
 AW6460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6460.See file dsdata.txt to determine how the superseded data were derived.
 AW6460
 AW6460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9122992158(NAD 83)
 AW6460_MARKER: 14 = NAVIGATION LIGHT
 AW6460
 AW6460  HISTORY     - Date     Condition        Report By
 AW6460  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6460  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6460
 AW6460                          STATION DESCRIPTION
 AW6460
 AW6460'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6460'LOCATED 4.5 MI. SW OF THE LYNCHBURG FERRY CROSSING, 0.7 MI.
 AW6460'SE OF GREENS BAYOU, ALONG THE NE SIDE OF THE HOUSTON SHIP
 AW6460'CHANNEL.  A RED LIGHT ATOP A RED TRIANGULAR PYRAMIDAL SLATTED
 AW6460'STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT NO. 6569
 AW6460'IN THE LIGHT LIST.
 AW6460'
 AW6460'THIS IS AN INTERSECTION STATION.
 AW6460
 AW6460                          STATION RECOVERY (1996)
 AW6460
 AW6460'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6463 ***********************************************************************
 AW6463  DESIGNATION -  HOUSTON SHIP CHAN LT 77 1955
 AW6463  PID         -  AW6463
 AW6463  STATE/COUNTY-  TX/HARRIS
 AW6463  USGS QUAD   -  PASADENA (1995)
 AW6463
 AW6463                         *CURRENT SURVEY CONTROL
 AW6463  ___________________________________________________________________
 AW6463* NAD 83(1993)-  29 44 15.00675(N)    095 09 22.19415(W)     ADJUSTED  
 AW6463* NAVD 88     -                                                        
 AW6463  ___________________________________________________________________
 AW6463  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AW6463  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6463
 AW6463  HORZ ORDER  -  THIRD
 AW6463
 AW6463.The horizontal coordinates were established by classical geodetic methods
 AW6463.and adjusted by the National Geodetic Survey in February 1996..
 AW6463
 AW6463
 AW6463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6463
 AW6463.The geoid height was determined by GEOID03.
 AW6463
 AW6463;                    North         East     Units Scale Factor Converg.
 AW6463;SPC TXSC     - 4,217,143.303   971,740.875   MT  0.99988784   +1 52 59.3
 AW6463;SPC TXSC     -13,835,744.32  3,188,119.85   sFT  0.99988784   +1 52 59.3
 AW6463;UTM  15      - 3,291,645.842   291,472.571   MT  1.00013654   -1 04 11.7
 AW6463
 AW6463                          SUPERSEDED SURVEY CONTROL
 AW6463
 AW6463  NAD 83(1986)-  29 44 15.02195(N)    095 09 22.17510(W) AD(       ) 4
 AW6463  NAD 27      -  29 44 14.20175(N)    095 09 21.42189(W) AD(       ) 3
 AW6463
 AW6463.Superseded values are not recommended for survey control.
 AW6463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6463.See file dsdata.txt to determine how the superseded data were derived.
 AW6463
 AW6463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9147391646(NAD 83)
 AW6463_MARKER: 14 = NAVIGATION LIGHT
 AW6463
 AW6463  HISTORY     - Date     Condition        Report By
 AW6463  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6463  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6463  HISTORY     - 19980311 MARK NOT FOUND   USPSQD
 AW6463
 AW6463                          STATION DESCRIPTION
 AW6463
 AW6463'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6463'LOCATED 4.2 MI. SW OF THE LYNCHBURG FERRY CROSSING, 1.0 MI.
 AW6463'SE OF GREENS BAYOU, ALONG THE SW SIDE OF THE HOUSTON SHIP
 AW6463'CHANNEL.  A WHITE LIGHT ATOP A BLACK TRIANGULAR PYRAMIDAL
 AW6463'SLATTED STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT
 AW6463'NO. 6568 IN THE LIGHT LIST.
 AW6463'
 AW6463'THIS IS AN INTERSECTION STATION.
 AW6463
 AW6463                          STATION RECOVERY (1996)
 AW6463
 AW6463'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6463'MARK NOT FOUND.
 AW6463
 AW6463                          STATION RECOVERY (1998)
 AW6463
 AW6463'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6472 ***********************************************************************
 AW6472  DESIGNATION -  HOUSTON SHIP CHAN LT 74 1955
 AW6472  PID         -  AW6472
 AW6472  STATE/COUNTY-  TX/HARRIS
 AW6472  USGS QUAD   -  PASADENA (1995)
 AW6472
 AW6472                         *CURRENT SURVEY CONTROL
 AW6472  ___________________________________________________________________
 AW6472* NAD 83(1993)-  29 44 12.71400(N)    095 08 19.13713(W)     ADJUSTED  
 AW6472* NAVD 88     -                                                        
 AW6472  ___________________________________________________________________
 AW6472  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6472  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6472
 AW6472  HORZ ORDER  -  THIRD
 AW6472
 AW6472.The horizontal coordinates were established by classical geodetic methods
 AW6472.and adjusted by the National Geodetic Survey in February 1996..
 AW6472
 AW6472
 AW6472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6472
 AW6472.The geoid height was determined by GEOID03.
 AW6472
 AW6472;                    North         East     Units Scale Factor Converg.
 AW6472;SPC TXSC     - 4,217,128.556   973,436.564   MT  0.99988777   +1 53 30.2
 AW6472;SPC TXSC     -13,835,695.94  3,193,683.13   sFT  0.99988777   +1 53 30.2
 AW6472;UTM  15      - 3,291,543.734   293,165.663   MT  1.00012787   -1 03 40.3
 AW6472
 AW6472                          SUPERSEDED SURVEY CONTROL
 AW6472
 AW6472  NAD 83(1986)-  29 44 12.72924(N)    095 08 19.11806(W) AD(       ) 4
 AW6472  NAD 27      -  29 44 11.90919(N)    095 08 18.36493(W) AD(       ) 3
 AW6472
 AW6472.Superseded values are not recommended for survey control.
 AW6472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6472.See file dsdata.txt to determine how the superseded data were derived.
 AW6472
 AW6472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9316691544(NAD 83)
 AW6472_MARKER: 14 = NAVIGATION LIGHT
 AW6472
 AW6472  HISTORY     - Date     Condition        Report By
 AW6472  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6472  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6472
 AW6472                          STATION DESCRIPTION
 AW6472
 AW6472'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6472'LOCATED 3.5 MI. SW OF THE LYNCHBURG FERRY CROSSING, 0.2 MI.
 AW6472'W OF THE SHELL OIL CO. DOCKS, ALONG THE N SIDE OF THE HOUSTON
 AW6472'SHIP CHANNEL.  A RED LIGHT ATOP A RED TRIANGULAR PYRAMIDAL
 AW6472'SLATTED STRUCTURE ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT
 AW6472'NO. 6566 IN THE LIGHT LIST.
 AW6472'
 AW6472'THIS IS AN INTESECTION STATION.
 AW6472
 AW6472                          STATION RECOVERY (1996)
 AW6472
 AW6472'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6477 ***********************************************************************
 AW6477  DESIGNATION -  HOUSTON SHIP CHAN LT 73 1955
 AW6477  PID         -  AW6477
 AW6477  STATE/COUNTY-  TX/HARRIS
 AW6477  USGS QUAD   -  PASADENA (1995)
 AW6477
 AW6477                         *CURRENT SURVEY CONTROL
 AW6477  ___________________________________________________________________
 AW6477* NAD 83(1993)-  29 43 55.65266(N)    095 07 40.05133(W)     ADJUSTED  
 AW6477* NAVD 88     -                                                        
 AW6477  ___________________________________________________________________
 AW6477  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6477  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6477
 AW6477  HORZ ORDER  -  THIRD
 AW6477
 AW6477.The horizontal coordinates were established by classical geodetic methods
 AW6477.and adjusted by the National Geodetic Survey in February 1996..
 AW6477
 AW6477
 AW6477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6477
 AW6477.The geoid height was determined by GEOID03.
 AW6477
 AW6477;                    North         East     Units Scale Factor Converg.
 AW6477;SPC TXSC     - 4,216,638.282   974,503.581   MT  0.99988719   +1 53 49.4
 AW6477;SPC TXSC     -13,834,087.43  3,197,183.83   sFT  0.99988719   +1 53 49.4
 AW6477;UTM  15      - 3,290,999.016   294,206.255   MT  1.00012257   -1 03 20.3
 AW6477
 AW6477                          SUPERSEDED SURVEY CONTROL
 AW6477
 AW6477  NAD 83(1986)-  29 43 55.66788(N)    095 07 40.03241(W) AD(       ) 4
 AW6477  NAD 27      -  29 43 54.84734(N)    095 07 39.28043(W) AD(       ) 3
 AW6477
 AW6477.Superseded values are not recommended for survey control.
 AW6477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6477.See file dsdata.txt to determine how the superseded data were derived.
 AW6477
 AW6477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9420690999(NAD 83)
 AW6477_MARKER: 14 = NAVIGATION LIGHT
 AW6477
 AW6477  HISTORY     - Date     Condition        Report By
 AW6477  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6477  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6477  HISTORY     - 19980328 MARK NOT FOUND   USPSQD
 AW6477
 AW6477                          STATION DESCRIPTION
 AW6477
 AW6477'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6477'LOCATED 3.0 MI. SW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6477'THE S SIDE OF THE HOUSTON SHIP CHANNEL, 0.1 MI. E OF THE
 AW6477'SHELL OIL CO. DOCKS.  A WHITE LIGHT ATOP A BLACK TRIANGULAR
 AW6477'PYRAMIDAL SLATTED STRUCTURE ON PILES.  LIGHT WAS OBSERVED
 AW6477'UPON.  LIGHT NO. 6565 IN THE LIGHT LIST.
 AW6477'
 AW6477'THIS IS AN INTERSECTION STATION.
 AW6477
 AW6477                          STATION RECOVERY (1996)
 AW6477
 AW6477'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6477'MARK NOT FOUND.
 AW6477
 AW6477                          STATION RECOVERY (1998)
 AW6477
 AW6477'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5897 ***********************************************************************
 AW5897  DESIGNATION -  HOUSTON SHIP CHAN OUT RG FT LT
 AW5897  PID         -  AW5897
 AW5897  STATE/COUNTY-  TX/GALVESTON
 AW5897  USGS QUAD   -  GALVESTON (1994)
 AW5897
 AW5897                         *CURRENT SURVEY CONTROL
 AW5897  ___________________________________________________________________
 AW5897* NAD 83(1993)-  29 20 09.17058(N)    094 46 11.81577(W)     ADJUSTED  
 AW5897* NAVD 88     -                                                        
 AW5897  ___________________________________________________________________
 AW5897  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AW5897  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW5897
 AW5897  HORZ ORDER  -  THIRD
 AW5897
 AW5897.The horizontal coordinates were established by classical geodetic methods
 AW5897.and adjusted by the National Geodetic Survey in February 1996..
 AW5897
 AW5897
 AW5897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5897
 AW5897.The geoid height was determined by GEOID03.
 AW5897
 AW5897;                    North         East     Units Scale Factor Converg.
 AW5897;SPC TXSC     - 4,173,949.850 1,010,686.278   MT  0.99986324   +2 04 20.5
 AW5897;SPC TXSC     -13,694,033.80  3,315,893.23   sFT  0.99986324   +2 04 20.5
 AW5897;UTM  15      - 3,246,499.934   328,153.061   MT  0.99996441   -0 52 02.5
 AW5897
 AW5897                          SUPERSEDED SURVEY CONTROL
 AW5897
 AW5897  NAD 83(1986)-  29 20 09.18596(N)    094 46 11.79639(W) AD(       ) 4
 AW5897  NAD 27      -  29 20 08.33538(N)    094 46 11.09715(W) AD(       ) 3
 AW5897
 AW5897.Superseded values are not recommended for survey control.
 AW5897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5897.See file dsdata.txt to determine how the superseded data were derived.
 AW5897
 AW5897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2815346500(NAD 83)
 AW5897_MARKER: 15 = RANGE MARKER
 AW5897
 AW5897  HISTORY     - Date     Condition        Report By
 AW5897  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5897  HISTORY     - 1979     GOOD             NGS
 AW5897  HISTORY     - 19950720 GOOD             USPSQD
 AW5897  HISTORY     - 20041215 GOOD             USPSQD
 AW5897
 AW5897                          STATION DESCRIPTION
 AW5897
 AW5897'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5897'LOCATED ON FORT PIONT, ABOUT 1000 FEET NORTHEAST OF THE
 AW5897'GALVESTON COAST GUARD STATION.  LIGHT ATOP A BLACK, SKELETON,
 AW5897'STEEL TOWER, ABOUT 25 FEET HIGH.  THE LIGHT WAS OBSERVED ON.
 AW5897'NO. 7500 1962 LIGHT LIST.
 AW5897
 AW5897                          STATION RECOVERY (1979)
 AW5897
 AW5897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (PBW)
 AW5897'STATION RECOVERED IN APPARENT GOOD CONDITION.
 AW5897'
 AW5897'DESCRIBED--RAH
 AW5897'
 AW5897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVESTON.
 AW5897
 AW5897                          STATION RECOVERY (1995)
 AW5897
 AW5897'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5897'RECOVERED IN GOOD CONDITION.
 AW5897
 AW5897                          STATION RECOVERY (2004)
 AW5897
 AW5897'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5819 ***********************************************************************
 AW5819  DESIGNATION -  HOUSTON SHIP CHAN PLINE LT 48
 AW5819  PID         -  AW5819
 AW5819  STATE/COUNTY-  TX/GALVESTON
 AW5819  USGS QUAD   -  PORT BOLIVAR (1994)
 AW5819
 AW5819                         *CURRENT SURVEY CONTROL
 AW5819  ___________________________________________________________________
 AW5819* NAD 83(1993)-  29 27 55.17803(N)    094 50 58.46429(W)     ADJUSTED  
 AW5819* NAVD 88     -                                                        
 AW5819  ___________________________________________________________________
 AW5819  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW5819  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW5819
 AW5819  HORZ ORDER  -  THIRD
 AW5819
 AW5819.The horizontal coordinates were established by classical geodetic methods
 AW5819.and adjusted by the National Geodetic Survey in February 1996..
 AW5819
 AW5819
 AW5819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5819
 AW5819.The geoid height was determined by GEOID03.
 AW5819
 AW5819;                    North         East     Units Scale Factor Converg.
 AW5819;SPC TXSC     - 4,188,010.049 1,002,449.960   MT  0.99986582   +2 02 00.0
 AW5819;SPC TXSC     -13,740,162.97  3,288,871.24   sFT  0.99986582   +2 02 00.0
 AW5819;UTM  15      - 3,260,965.954   320,648.245   MT  0.99999692   -0 54 36.2
 AW5819
 AW5819                          SUPERSEDED SURVEY CONTROL
 AW5819
 AW5819  NAD 83(1986)-  29 27 55.19380(N)    094 50 58.44506(W) AD(       ) 4
 AW5819  NAD 27      -  29 27 54.36555(N)    094 50 57.73325(W) AD(       ) 3
 AW5819
 AW5819.Superseded values are not recommended for survey control.
 AW5819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5819.See file dsdata.txt to determine how the superseded data were derived.
 AW5819
 AW5819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2064860966(NAD 83)
 AW5819_MARKER: 14 = NAVIGATION LIGHT
 AW5819
 AW5819  HISTORY     - Date     Condition        Report By
 AW5819  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5819  HISTORY     - 1990     GOOD             USPSQD
 AW5819  HISTORY     - 19960713 MARK NOT FOUND   USPSQD
 AW5819  HISTORY     - 19990808 MARK NOT FOUND   USPSQD
 AW5819
 AW5819                          STATION DESCRIPTION
 AW5819
 AW5819'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5819'LOCATED IN THE CENTRAL PART OF GALVESTON BAY, EAST OF DICKINSON
 AW5819'BAYOU, ON THE EAST SIDE OF THE HOUSTON SHIP CHANNEL.  LIGHT
 AW5819'ATOP A BLACK DOLPHIN.  LIGHT WAS OBSERVED ON.  NO. 7517 IN
 AW5819'THE 1962 LIGHT LIST.
 AW5819
 AW5819                          STATION RECOVERY (1990)
 AW5819
 AW5819'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW5819'RECOVERED IN GOOD CONDITION.
 AW5819
 AW5819                          STATION RECOVERY (1996)
 AW5819
 AW5819'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5819'MARK NOT FOUND.
 AW5819
 AW5819                          STATION RECOVERY (1999)
 AW5819
 AW5819'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5821 ***********************************************************************
 AW5821  DESIGNATION -  HOUSTON SHIP CHAN PLINE LT 47
 AW5821  PID         -  AW5821
 AW5821  STATE/COUNTY-  TX/GALVESTON
 AW5821  USGS QUAD   -  PORT BOLIVAR (1994)
 AW5821
 AW5821                         *CURRENT SURVEY CONTROL
 AW5821  ___________________________________________________________________
 AW5821* NAD 83(1993)-  29 27 50.70800(N)    094 51 10.82093(W)     ADJUSTED  
 AW5821* NAVD 88     -                                                        
 AW5821  ___________________________________________________________________
 AW5821  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW5821  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW5821
 AW5821  HORZ ORDER  -  THIRD
 AW5821
 AW5821.The horizontal coordinates were established by classical geodetic methods
 AW5821.and adjusted by the National Geodetic Survey in February 1996..
 AW5821
 AW5821
 AW5821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5821
 AW5821.The geoid height was determined by GEOID03.
 AW5821
 AW5821;                    North         East     Units Scale Factor Converg.
 AW5821;SPC TXSC     - 4,187,860.716 1,002,122.153   MT  0.99986578   +2 01 54.0
 AW5821;SPC TXSC     -13,739,673.03  3,287,795.76   sFT  0.99986578   +2 01 54.0
 AW5821;UTM  15      - 3,260,833.633   320,313.158   MT  0.99999841   -0 54 42.1
 AW5821
 AW5821                          SUPERSEDED SURVEY CONTROL
 AW5821
 AW5821  NAD 83(1986)-  29 27 50.72379(N)    094 51 10.80170(W) AD(       ) 4
 AW5821  NAD 27      -  29 27 49.88936(N)    094 51 10.09149(W) AD(       ) 3
 AW5821
 AW5821.Superseded values are not recommended for survey control.
 AW5821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5821.See file dsdata.txt to determine how the superseded data were derived.
 AW5821
 AW5821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN2031360834(NAD 83)
 AW5821_MARKER: 14 = NAVIGATION LIGHT
 AW5821
 AW5821  HISTORY     - Date     Condition        Report By
 AW5821  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW5821  HISTORY     - 1990     GOOD             USPSQD
 AW5821  HISTORY     - 19960713 GOOD             USPSQD
 AW5821  HISTORY     - 19990808 GOOD             USPSQD
 AW5821
 AW5821                          STATION DESCRIPTION
 AW5821
 AW5821'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5821'LOCATED IN THE CENTRAL PART OF GALVESTON BAY, EAST OF DICKINSON
 AW5821'BAYOU, ON THE WEST SIDE OF THE HOUSTON SHIP CHANNEL.  LIGHT ATOP
 AW5821'A BLACK DOLPHIN.  LIGHT WAS OBSERVED ON.  NO. 7516 IN THE 1962
 AW5821'LIGHT LIST.
 AW5821
 AW5821                          STATION RECOVERY (1990)
 AW5821
 AW5821'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW5821'RECOVERED IN GOOD CONDITION.
 AW5821
 AW5821                          STATION RECOVERY (1996)
 AW5821
 AW5821'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5821'RECOVERED IN GOOD CONDITION.
 AW5821
 AW5821                          STATION RECOVERY (1999)
 AW5821
 AW5821'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6138 ***********************************************************************
 AW6138  DESIGNATION -  HOUSTON SHIP CHAN RANGE F FLT
 AW6138  PID         -  AW6138
 AW6138  STATE/COUNTY-  TX/HARRIS
 AW6138  USGS QUAD   -  MORGANS POINT (1993)
 AW6138
 AW6138                         *CURRENT SURVEY CONTROL
 AW6138  ___________________________________________________________________
 AW6138* NAD 83(1993)-  29 41 57.36546(N)    094 59 47.39139(W)     ADJUSTED  
 AW6138* NAVD 88     -                                                        
 AW6138  ___________________________________________________________________
 AW6138  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AW6138  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6138
 AW6138  HORZ ORDER  -  THIRD
 AW6138
 AW6138.The horizontal coordinates were established by classical geodetic methods
 AW6138.and adjusted by the National Geodetic Survey in February 1996..
 AW6138
 AW6138
 AW6138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6138
 AW6138.The geoid height was determined by GEOID03.
 AW6138
 AW6138;                    North         East     Units Scale Factor Converg.
 AW6138;SPC TXSC     - 4,213,426.210   987,321.586   MT  0.99988339   +1 57 40.9
 AW6138;SPC TXSC     -13,823,549.16  3,239,237.57   sFT  0.99988339   +1 57 40.9
 AW6138;UTM  15      - 3,287,130.347   306,844.449   MT  1.00006035   -0 59 22.1
 AW6138
 AW6138                          SUPERSEDED SURVEY CONTROL
 AW6138
 AW6138  NAD 83(1986)-  29 41 57.38168(N)    094 59 47.37235(W) AD(       ) 4
 AW6138  NAD 27      -  29 41 56.55787(N)    094 59 46.63157(W) AD(       ) 3
 AW6138
 AW6138.Superseded values are not recommended for survey control.
 AW6138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6138.See file dsdata.txt to determine how the superseded data were derived.
 AW6138
 AW6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0684487130(NAD 83)
 AW6138_MARKER: 15 = RANGE MARKER
 AW6138
 AW6138  HISTORY     - Date     Condition        Report By
 AW6138  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6138  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6138  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6138
 AW6138                          STATION DESCRIPTION
 AW6138
 AW6138'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6138'LOCATED 1.2 MI. N OF MORGAN POINT, ALONG THE E BANK OF THE
 AW6138'HOUSTON SHIP CHANNEL, ON HOG ISLAND.  A RED LIGHT AND RED
 AW6138'TRIANGULAR DAYMARK ON A SKELETON STEEL TOWER.  LIGHT WAS
 AW6138'OBSERVED UPON.  LIGHT NO. 6509 IN THE LIGHT LIST.
 AW6138'
 AW6138'THIS IS AN INTERSECTION STATION.
 AW6138
 AW6138                          STATION RECOVERY (1996)
 AW6138
 AW6138'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6138'MARK NOT FOUND.
 AW6138
 AW6138                          STATION RECOVERY (1997)
 AW6138
 AW6138'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6140 ***********************************************************************
 AW6140  DESIGNATION -  HOUSTON SHIP CHAN RANGE E EXT
 AW6140  PID         -  AW6140
 AW6140  STATE/COUNTY-  TX/HARRIS
 AW6140  USGS QUAD   -  MORGANS POINT (1993)
 AW6140
 AW6140                         *CURRENT SURVEY CONTROL
 AW6140  ___________________________________________________________________
 AW6140* NAD 83(1993)-  29 41 58.33792(N)    094 59 47.28207(W)     ADJUSTED  
 AW6140* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6140  ___________________________________________________________________
 AW6140  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AW6140  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6140
 AW6140  HORZ ORDER  -  THIRD
 AW6140
 AW6140.The horizontal coordinates were established by classical geodetic methods
 AW6140.and adjusted by the National Geodetic Survey in February 1996..
 AW6140
 AW6140.The orthometric height was scaled from a topographic map.
 AW6140
 AW6140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6140
 AW6140.The geoid height was determined by GEOID03.
 AW6140
 AW6140;                    North         East     Units Scale Factor Converg.
 AW6140;SPC TXSC     - 4,213,456.233   987,323.498   MT  0.99988342   +1 57 41.0
 AW6140;SPC TXSC     -13,823,647.66  3,239,243.84   sFT  0.99988342   +1 57 41.0
 AW6140;UTM  15      - 3,287,160.237   306,847.905   MT  1.00006034   -0 59 22.1
 AW6140
 AW6140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6140!SPC TXSC     -   1.00000411  x   0.99988342  =   0.99988753
 AW6140!UTM  15      -   1.00000411  x   1.00006034  =   1.00006445
 AW6140
 AW6140                          SUPERSEDED SURVEY CONTROL
 AW6140
 AW6140  NAD 83(1986)-  29 41 58.35412(N)    094 59 47.26300(W) AD(       ) 4
 AW6140  NAD 27      -  29 41 57.53036(N)    094 59 46.52250(W) AD(       ) 3
 AW6140
 AW6140.Superseded values are not recommended for survey control.
 AW6140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6140.See file dsdata.txt to determine how the superseded data were derived.
 AW6140
 AW6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0684887160(NAD 83)
 AW6140_MARKER: DS = TRIANGULATION STATION DISK
 AW6140_SETTING: 0 = UNSPECIFIED SETTING
 AW6140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6140
 AW6140  HISTORY     - Date     Condition        Report By
 AW6140  HISTORY     - 1955     MONUMENTED       CGS
 AW6140  HISTORY     - 1964     GOOD             CGS
 AW6140  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6140  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6140
 AW6140                          STATION DESCRIPTION
 AW6140
 AW6140'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6140'LOCATED 1.3 MI. NW OF MORGAN POINT, ALONG THE N BANK OF THE
 AW6140'HOUSTON SHIP CHANNEL, ON HOG ISLAND, 82 FT. NE OF RANGE
 AW6140'F FRONT LIGHT, 42 FT. N OF A POWERLINE POLE, AND 33 FT. E OF THE
 AW6140'SHELL ROAD.
 AW6140'
 AW6140'A STANDARD DISK, STAMPED RANGE E EXT 1955 AND SET IN THE
 AW6140'TOP OF AN 8-IN. CONCRETE POST PROJECTING 1 FT.
 AW6140'
 AW6140'THIS IS AN INTERSECTION STATION.
 AW6140
 AW6140                          STATION RECOVERY (1964)
 AW6140
 AW6140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW6140'ABOUT 0.35 MILE NORTH ACROSS THE HOUSTON SHIP CHANNEL FROM
 AW6140'THE HOUSTON MARITIME REPORTING STATION AT MORGAN POINT,
 AW6140'THENCE 1.25 MILES NORTHWEST ALONG THE NORTHEAST SHORE OF THE
 AW6140'HOUSTON SHIP CHANNEL, ABOUT 0.1 MILE SOUTH OF A SMALL CHANNEL
 AW6140'CUT THROUGH THE ISLAND BY A HURRICANE, 95-1/2 FEET NORTH
 AW6140'OF THE NORTHWEST LEG OF A SMALL METAL TOWER, 47 FEET
 AW6140'NORTHWEST OF A POWER POLE, 40 FEET NORTHEAST OF THE CENTER
 AW6140'LINE OF A SHELL ROAD, AND SET IN THE TOP OF A 6-INCH CONCRETE
 AW6140'PIPE FILLED WITH CONCRETE AND PROJECTING 8 INCHES.
 AW6140'
 AW6140'NO REFERENCE MARKS WERE RECOVERED.
 AW6140
 AW6140                          STATION RECOVERY (1996)
 AW6140
 AW6140'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6140'MARK NOT FOUND.
 AW6140
 AW6140                          STATION RECOVERY (1997)
 AW6140
 AW6140'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6142 ***********************************************************************
 AW6142  DESIGNATION -  HOUSTON SHIP CHAN RANGE A FLT
 AW6142  PID         -  AW6142
 AW6142  STATE/COUNTY-  TX/HARRIS
 AW6142  USGS QUAD   -  MORGANS POINT (1993)
 AW6142
 AW6142                         *CURRENT SURVEY CONTROL
 AW6142  ___________________________________________________________________
 AW6142* NAD 83(1993)-  29 41 22.04040(N)    094 59 04.39780(W)     ADJUSTED  
 AW6142* NAVD 88     -                                                        
 AW6142  ___________________________________________________________________
 AW6142  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW6142  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6142
 AW6142  HORZ ORDER  -  THIRD
 AW6142
 AW6142.The horizontal coordinates were established by classical geodetic methods
 AW6142.and adjusted by the National Geodetic Survey in February 1996..
 AW6142
 AW6142
 AW6142.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6142
 AW6142.The geoid height was determined by GEOID03.
 AW6142
 AW6142;                    North         East     Units Scale Factor Converg.
 AW6142;SPC TXSC     - 4,212,378.899   988,513.867   MT  0.99988232   +1 58 02.0
 AW6142;SPC TXSC     -13,820,113.10  3,243,149.25   sFT  0.99988232   +1 58 02.0
 AW6142;UTM  15      - 3,286,022.857   307,981.437   MT  1.00005495   -0 58 59.7
 AW6142
 AW6142                          SUPERSEDED SURVEY CONTROL
 AW6142
 AW6142  NAD 83(1986)-  29 41 22.05757(N)    094 59 04.37551(W) AD(       ) 4
 AW6142  NAD 27      -  29 41 21.23576(N)    094 59 03.63732(W) AD(       ) 3
 AW6142
 AW6142.Superseded values are not recommended for survey control.
 AW6142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6142.See file dsdata.txt to determine how the superseded data were derived.
 AW6142
 AW6142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0798186023(NAD 83)
 AW6142_MARKER: 15 = RANGE MARKER
 AW6142
 AW6142  HISTORY     - Date     Condition        Report By
 AW6142  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6142  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6142  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6142
 AW6142                          STATION DESCRIPTION
 AW6142
 AW6142'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6142'LOCATED 0.5 MI. N OF MORGAN POINT, ALONG THE E SIDE OF THE
 AW6142'HOUSTON SHIP CHANNEL.  A RED LIGHT AND RED TRIANGULAR DAYMARK
 AW6142'ON A SKELETON STEEL TOWER.  LIGHT WAS OBSERVED UPON.  LIGHT
 AW6142'NO. 6498 IN THE LIGHT LIST.
 AW6142'
 AW6142'THIS IS AN INTERSECTION STATION.
 AW6142
 AW6142                          STATION RECOVERY (1996)
 AW6142
 AW6142'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6142'MARK NOT FOUND.
 AW6142
 AW6142                          STATION RECOVERY (1997)
 AW6142
 AW6142'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6147 ***********************************************************************
 AW6147  DESIGNATION -  HOUSTON SHIP CHAN RANGE B EXT
 AW6147  PID         -  AW6147
 AW6147  STATE/COUNTY-  TX/HARRIS
 AW6147  USGS QUAD   -  MORGANS POINT (1993)
 AW6147
 AW6147                         *CURRENT SURVEY CONTROL
 AW6147  ___________________________________________________________________
 AW6147* NAD 83(1993)-  29 41 45.39060(N)    094 59 27.61759(W)     ADJUSTED  
 AW6147* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6147  ___________________________________________________________________
 AW6147  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW6147  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6147
 AW6147  HORZ ORDER  -  THIRD
 AW6147
 AW6147.The horizontal coordinates were established by classical geodetic methods
 AW6147.and adjusted by the National Geodetic Survey in February 1996..
 AW6147
 AW6147.The orthometric height was scaled from a topographic map.
 AW6147
 AW6147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6147
 AW6147.The geoid height was determined by GEOID03.
 AW6147
 AW6147;                    North         East     Units Scale Factor Converg.
 AW6147;SPC TXSC     - 4,213,075.956   987,865.410   MT  0.99988302   +1 57 50.6
 AW6147;SPC TXSC     -13,822,400.03  3,241,021.77   sFT  0.99988302   +1 57 50.6
 AW6147;UTM  15      - 3,286,752.496   307,369.615   MT  1.00005785   -0 59 11.9
 AW6147
 AW6147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6147!SPC TXSC     -   1.00000411  x   0.99988302  =   0.99988713
 AW6147!UTM  15      -   1.00000411  x   1.00005785  =   1.00006196
 AW6147
 AW6147                          SUPERSEDED SURVEY CONTROL
 AW6147
 AW6147  NAD 83(1986)-  29 41 45.40681(N)    094 59 27.59853(W) AD(       ) 4
 AW6147  NAD 27      -  29 41 44.58379(N)    094 59 26.85820(W) AD(       ) 3
 AW6147
 AW6147.Superseded values are not recommended for survey control.
 AW6147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6147.See file dsdata.txt to determine how the superseded data were derived.
 AW6147
 AW6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0737086752(NAD 83)
 AW6147_MARKER: DD = SURVEY DISK
 AW6147_SETTING: 0 = UNSPECIFIED SETTING
 AW6147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6147
 AW6147  HISTORY     - Date     Condition        Report By
 AW6147  HISTORY     - 1955     MONUMENTED       CGS
 AW6147  HISTORY     - 1964     GOOD             CGS
 AW6147  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6147  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6147
 AW6147                          STATION DESCRIPTION
 AW6147
 AW6147'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6147'LOCATED NEAR THE NE SHORE OF THE HOUSTON SHIP CHANNEL, ON
 AW6147'HOG ISLAND, APPROXIMATELY 200 FT. E OF HUMBLE OIL AND REFINERY
 AW6147'CO. WELL NO. 1, APPROXIMATELY 100 FT. N OF THE MEAN HIGH-WATERLINE,
 AW6147'AND APPROXIMATELY 123 FT. S OF THE MOST E ONE OF THREE STORAGE
 AW6147'TANKS.
 AW6147'
 AW6147'A STANDARD DISK, STAMPED RANGE B EXT 1955 AND SET IN THE
 AW6147'TOP OF AN 8-IN. CONCRETE POST PROJECTING APPROXIMATELY 3 IN.
 AW6147'
 AW6147'THIS IS AN INTERSECTION STATION.
 AW6147
 AW6147                          STATION RECOVERY (1964)
 AW6147
 AW6147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW6147'ABOUT 0.35 MILE NORTH ACROSS THE HOUSTON SHIP CHANNEL FROM
 AW6147'THE HOUSTON MARITIME REPORTING STATION AT MORGAN POINT, THENCE
 AW6147'0.85 MILE NORTHWEST ALONG THE SOUTHWEST SHORE LINE OF HOG
 AW6147'ISLAND, 193 FEET SOUTHEAST OF THE SOUTHEAST LEG OF OIL DERRICK
 AW6147'NUMBER 1, 105 FEET SOUTHWEST OF THE MOST SOUTHERLY OF 5
 AW6147'TANKS, 83-1/2 FEET WEST OF A FENCE CORNER, 53 FEET SOUTHWEST
 AW6147'OF A FENCE AROUND THE TANKS, 66 FEET NORTHEAST OF THE HIGH
 AW6147'WATER LINE, 1.0 FOOT NORTHWEST OF A 4-INCH POST, AND SET
 AW6147'IN THE TOP OF A 6-INCH PIPE FILLED WITH CONCRETE PROJECTING
 AW6147'3 INCHES.
 AW6147'
 AW6147'NO REFERENCE MARKS WERE RECOVERED.
 AW6147
 AW6147                          STATION RECOVERY (1996)
 AW6147
 AW6147'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6147'MARK NOT FOUND.
 AW6147
 AW6147                          STATION RECOVERY (1997)
 AW6147
 AW6147'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6153 ***********************************************************************
 AW6153  DESIGNATION -  HOUSTON SHIP CHAN RANGE A RLT
 AW6153  PID         -  AW6153
 AW6153  STATE/COUNTY-  TX/HARRIS
 AW6153  USGS QUAD   -  MORGANS POINT (1993)
 AW6153
 AW6153                         *CURRENT SURVEY CONTROL
 AW6153  ___________________________________________________________________
 AW6153* NAD 83(1993)-  29 41 51.28389(N)    094 59 15.77352(W)     ADJUSTED  
 AW6153* NAVD 88     -                                                        
 AW6153  ___________________________________________________________________
 AW6153  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AW6153  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6153
 AW6153  HORZ ORDER  -  THIRD
 AW6153
 AW6153.The horizontal coordinates were established by classical geodetic methods
 AW6153.and adjusted by the National Geodetic Survey in February 1996..
 AW6153
 AW6153
 AW6153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6153
 AW6153.The geoid height was determined by GEOID03.
 AW6153
 AW6153;                    North         East     Units Scale Factor Converg.
 AW6153;SPC TXSC     - 4,213,268.204   988,177.367   MT  0.99988320   +1 57 56.4
 AW6153;SPC TXSC     -13,823,030.77  3,242,045.24   sFT  0.99988320   +1 57 56.4
 AW6153;UTM  15      - 3,286,928.461   307,691.110   MT  1.00005633   -0 59 06.2
 AW6153
 AW6153                          SUPERSEDED SURVEY CONTROL
 AW6153
 AW6153  NAD 83(1986)-  29 41 51.30005(N)    094 59 15.75450(W) AD(       ) 4
 AW6153  NAD 27      -  29 41 50.47704(N)    094 59 15.01522(W) AD(       ) 3
 AW6153
 AW6153.Superseded values are not recommended for survey control.
 AW6153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6153.See file dsdata.txt to determine how the superseded data were derived.
 AW6153
 AW6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0769186928(NAD 83)
 AW6153_MARKER: 15 = RANGE MARKER
 AW6153
 AW6153  HISTORY     - Date     Condition        Report By
 AW6153  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6153  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6153  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6153
 AW6153                          STATION DESCRIPTION
 AW6153
 AW6153'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6153'LOCATED 1 MI. N OF MORGAN POINT, ON HOG ISLAND.  A RED LIGHT
 AW6153'AND A RED TRIANGULAR DAYMARK ATOP A SKELETON STEEL TOWER
 AW6153'ON CONCRETE BLOCKS.  LIGHT WAS OBSERVED UPON.  LIGHT NO.
 AW6153'6499 IN THE LIGHT LIST.
 AW6153'
 AW6153'THIS IS AN INTERSECTION STATION.
 AW6153
 AW6153                          STATION RECOVERY (1996)
 AW6153
 AW6153'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6153'MARK NOT FOUND.
 AW6153
 AW6153                          STATION RECOVERY (1997)
 AW6153
 AW6153'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6154 ***********************************************************************
 AW6154  DESIGNATION -  HOUSTON SHIP CHAN RANGE D FLT
 AW6154  PID         -  AW6154
 AW6154  STATE/COUNTY-  TX/HARRIS
 AW6154  USGS QUAD   -  MORGANS POINT (1993)
 AW6154
 AW6154                         *CURRENT SURVEY CONTROL
 AW6154  ___________________________________________________________________
 AW6154* NAD 83(1993)-  29 41 15.38472(N)    094 59 00.45459(W)     ADJUSTED  
 AW6154* NAVD 88     -                                                        
 AW6154  ___________________________________________________________________
 AW6154  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW6154  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6154
 AW6154  HORZ ORDER  -  THIRD
 AW6154
 AW6154.The horizontal coordinates were established by classical geodetic methods
 AW6154.and adjusted by the National Geodetic Survey in February 1996..
 AW6154
 AW6154
 AW6154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6154
 AW6154.The geoid height was determined by GEOID03.
 AW6154
 AW6154;                    North         East     Units Scale Factor Converg.
 AW6154;SPC TXSC     - 4,212,177.748   988,626.840   MT  0.99988212   +1 58 03.9
 AW6154;SPC TXSC     -13,819,453.16  3,243,519.89   sFT  0.99988212   +1 58 03.9
 AW6154;UTM  15      - 3,285,816.123   308,083.925   MT  1.00005447   -0 58 57.5
 AW6154
 AW6154                          SUPERSEDED SURVEY CONTROL
 AW6154
 AW6154  NAD 83(1986)-  29 41 15.40103(N)    094 59 00.43555(W) AD(       ) 4
 AW6154  NAD 27      -  29 41 14.57736(N)    094 58 59.69674(W) AD(       ) 3
 AW6154
 AW6154.Superseded values are not recommended for survey control.
 AW6154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6154.See file dsdata.txt to determine how the superseded data were derived.
 AW6154
 AW6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0808485816(NAD 83)
 AW6154_MARKER: 15 = RANGE MARKER
 AW6154
 AW6154  HISTORY     - Date     Condition        Report By
 AW6154  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6154  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6154  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6154
 AW6154                          STATION DESCRIPTION
 AW6154
 AW6154'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6154'LOCATED 0.5 MI. N OF MORGAN POINT, ALONG THE E SIDE OF THE
 AW6154'HOUSTON SHIP CHANNEL.  A RED LIGHT AND RED TRIANGULAR DAYMARK
 AW6154'ON A SKELETON STEEL TOWER.  LIGHT WAS OBSERVED UPON.  LIGHT
 AW6154'NO. 6505 IN THE LIGHT LIST.
 AW6154'
 AW6154'THIS IS AN INTERSECTION STATION.
 AW6154
 AW6154                          STATION RECOVERY (1996)
 AW6154
 AW6154'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6154'MARK NOT FOUND.
 AW6154
 AW6154                          STATION RECOVERY (1997)
 AW6154
 AW6154'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6159 ***********************************************************************
 AW6159  DESIGNATION -  HOUSTON SHIP CHAN RANGE F RLT
 AW6159  PID         -  AW6159
 AW6159  STATE/COUNTY-  TX/HARRIS
 AW6159  USGS QUAD   -  MORGANS POINT (1993)
 AW6159
 AW6159                         *CURRENT SURVEY CONTROL
 AW6159  ___________________________________________________________________
 AW6159* NAD 83(1993)-  29 41 56.22982(N)    094 59 40.37132(W)     ADJUSTED  
 AW6159* NAVD 88     -                                                        
 AW6159  ___________________________________________________________________
 AW6159  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW6159  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6159
 AW6159  HORZ ORDER  -  THIRD
 AW6159
 AW6159.The horizontal coordinates were established by classical geodetic methods
 AW6159.and adjusted by the National Geodetic Survey in February 1996..
 AW6159
 AW6159
 AW6159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6159
 AW6159.The geoid height was determined by GEOID03.
 AW6159
 AW6159;                    North         East     Units Scale Factor Converg.
 AW6159;SPC TXSC     - 4,213,397.727   987,511.365   MT  0.99988336   +1 57 44.4
 AW6159;SPC TXSC     -13,823,455.71  3,239,860.20   sFT  0.99988336   +1 57 44.4
 AW6159;UTM  15      - 3,287,092.125   307,032.544   MT  1.00005946   -0 59 18.6
 AW6159
 AW6159                          SUPERSEDED SURVEY CONTROL
 AW6159
 AW6159  NAD 83(1986)-  29 41 56.24605(N)    094 59 40.35229(W) AD(       ) 4
 AW6159  NAD 27      -  29 41 55.42183(N)    094 59 39.61151(W) AD(       ) 3
 AW6159
 AW6159.Superseded values are not recommended for survey control.
 AW6159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6159.See file dsdata.txt to determine how the superseded data were derived.
 AW6159
 AW6159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0703387092(NAD 83)
 AW6159_MARKER: 15 = RANGE MARKER
 AW6159
 AW6159  HISTORY     - Date     Condition        Report By
 AW6159  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6159  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6159  HISTORY     - 19971201 MARK NOT FOUND   USPSQD
 AW6159
 AW6159                          STATION DESCRIPTION
 AW6159
 AW6159'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6159'LOCATED 1.2 MI. N OF MORGAN POINT, ALONG THE E BANK OF THE
 AW6159'HOUSTON SHIP CHANNEL, ON HOG ISLAND.  A RED LIGHT AND RED
 AW6159'RECTANGULAR DAYMARK ON A SKELETON STEEL TOWER.  LIGHT WAS
 AW6159'OBSERVED UPON.  LIGHT NO. 6510 IN THE LIGHT LIST.
 AW6159'
 AW6159'THIS IS AN INTERSECTION STATION.
 AW6159
 AW6159                          STATION RECOVERY (1996)
 AW6159
 AW6159'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6159'MARK NOT FOUND.
 AW6159
 AW6159                          STATION RECOVERY (1997)
 AW6159
 AW6159'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6172 ***********************************************************************
 AW6172  DESIGNATION -  HOUSTON SHIP CHAN RANGE D RLT
 AW6172  PID         -  AW6172
 AW6172  STATE/COUNTY-  TX/HARRIS
 AW6172  USGS QUAD   -  MORGANS POINT (1993)
 AW6172
 AW6172                         *CURRENT SURVEY CONTROL
 AW6172  ___________________________________________________________________
 AW6172* NAD 83(1993)-  29 41 06.47915(N)    094 58 47.93340(W)     ADJUSTED  
 AW6172* NAVD 88     -                                                        
 AW6172  ___________________________________________________________________
 AW6172  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AW6172  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6172
 AW6172  HORZ ORDER  -  THIRD
 AW6172
 AW6172.The horizontal coordinates were established by classical geodetic methods
 AW6172.and adjusted by the National Geodetic Survey in February 1996..
 AW6172
 AW6172
 AW6172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6172
 AW6172.The geoid height was determined by GEOID03.
 AW6172
 AW6172;                    North         East     Units Scale Factor Converg.
 AW6172;SPC TXSC     - 4,211,915.295   988,972.660   MT  0.99988186   +1 58 10.0
 AW6172;SPC TXSC     -13,818,592.10  3,244,654.47   sFT  0.99988186   +1 58 10.0
 AW6172;UTM  15      - 3,285,536.170   308,415.835   MT  1.00005289   -0 58 51.1
 AW6172
 AW6172                          SUPERSEDED SURVEY CONTROL
 AW6172
 AW6172  NAD 83(1986)-  29 41 06.49547(N)    094 58 47.91436(W) AD(       ) 4
 AW6172  NAD 27      -  29 41 05.67404(N)    094 58 47.17617(W) AD(       ) 3
 AW6172
 AW6172.Superseded values are not recommended for survey control.
 AW6172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6172.See file dsdata.txt to determine how the superseded data were derived.
 AW6172
 AW6172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0841685536(NAD 83)
 AW6172_MARKER: 15 = RANGE MARKER
 AW6172
 AW6172  HISTORY     - Date     Condition        Report By
 AW6172  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6172  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6172  HISTORY     - 19980323 GOOD             USPSQD
 AW6172
 AW6172                          STATION DESCRIPTION
 AW6172
 AW6172'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6172'LOCATED 0.5 MI. NE OF MORGAN POINT, ALONG THE N SIDE OF
 AW6172'HOUSTON SHIP CHANNEL, BETWEEN HOUSTON SHIP CHANNEL AND THE
 AW6172'N SIDE OF GALVESTON BAY.  A RED LIGHT AND RED RECTANGULAR
 AW6172'DAYMARK ON A SKELETON STEEL TOWER.  LIGHT WAS OBSERVED UPON.
 AW6172'LIGHT NO. 6506 IN THE LIGHT LIST.
 AW6172'
 AW6172'THIS IS AN INTERSECTION STATION.
 AW6172
 AW6172                          STATION RECOVERY (1996)
 AW6172
 AW6172'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6172'MARK NOT FOUND.
 AW6172
 AW6172                          STATION RECOVERY (1998)
 AW6172
 AW6172'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6173 ***********************************************************************
 AW6173  DESIGNATION -  HOUSTON SHIP CHAN RANGE B FLT
 AW6173  PID         -  AW6173
 AW6173  STATE/COUNTY-  TX/HARRIS
 AW6173  USGS QUAD   -  MORGANS POINT (1993)
 AW6173
 AW6173                         *CURRENT SURVEY CONTROL
 AW6173  ___________________________________________________________________
 AW6173* NAD 83(1993)-  29 40 42.27075(N)    094 58 40.61159(W)     ADJUSTED  
 AW6173* NAVD 88     -                                                        
 AW6173  ___________________________________________________________________
 AW6173  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AW6173  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6173
 AW6173  HORZ ORDER  -  THIRD
 AW6173
 AW6173.The horizontal coordinates were established by classical geodetic methods
 AW6173.and adjusted by the National Geodetic Survey in February 1996..
 AW6173
 AW6173
 AW6173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6173
 AW6173.The geoid height was determined by GEOID03.
 AW6173
 AW6173;                    North         East     Units Scale Factor Converg.
 AW6173;SPC TXSC     - 4,211,177.193   989,195.002   MT  0.99988115   +1 58 13.6
 AW6173;SPC TXSC     -13,816,170.51  3,245,383.94   sFT  0.99988115   +1 58 13.6
 AW6173;UTM  15      - 3,284,787.474   308,599.924   MT  1.00005203   -0 58 46.7
 AW6173
 AW6173                          SUPERSEDED SURVEY CONTROL
 AW6173
 AW6173  NAD 83(1986)-  29 40 42.28708(N)    094 58 40.59253(W) AD(       ) 4
 AW6173  NAD 27      -  29 40 41.46503(N)    094 58 39.85334(W) AD(       ) 3
 AW6173
 AW6173.Superseded values are not recommended for survey control.
 AW6173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6173.See file dsdata.txt to determine how the superseded data were derived.
 AW6173
 AW6173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0860084787(NAD 83)
 AW6173_MARKER: 15 = RANGE MARKER
 AW6173
 AW6173  HISTORY     - Date     Condition        Report By
 AW6173  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6173  HISTORY     - 19960630 GOOD             USPSQD
 AW6173
 AW6173                          STATION DESCRIPTION
 AW6173
 AW6173'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6173'LOCATED 0.5 MI. E OF MORGAN POINT, ALONG THE W BANK OF ATKINSON
 AW6173'ISLAND.  A RED LIGHT AND RED TRIANGULAR DAYMARK ON A SKELETON
 AW6173'STEEL TOWER.  LIGHT WAS OBSERVED UPON.  LIGHT NO. 6500 IN
 AW6173'THE LIGHT LIST.
 AW6173'
 AW6173'THIS IS AN INTERSECTION STATION.
 AW6173
 AW6173                          STATION RECOVERY (1996)
 AW6173
 AW6173'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6174 ***********************************************************************
 AW6174  DESIGNATION -  HOUSTON SHIP CHAN RANGE A EXT
 AW6174  PID         -  AW6174
 AW6174  STATE/COUNTY-  TX/HARRIS
 AW6174  USGS QUAD   -  MORGANS POINT (1993)
 AW6174
 AW6174                         *CURRENT SURVEY CONTROL
 AW6174  ___________________________________________________________________
 AW6174* NAD 83(1993)-  29 42 40.51962(N)    094 59 36.80081(W)     ADJUSTED  
 AW6174* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6174  ___________________________________________________________________
 AW6174  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AW6174  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6174
 AW6174  HORZ ORDER  -  THIRD
 AW6174
 AW6174.The horizontal coordinates were established by classical geodetic methods
 AW6174.and adjusted by the National Geodetic Survey in February 1996..
 AW6174
 AW6174.The orthometric height was scaled from a topographic map.
 AW6174
 AW6174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6174
 AW6174.The geoid height was determined by GEOID03.
 AW6174
 AW6174;                    North         East     Units Scale Factor Converg.
 AW6174;SPC TXSC     - 4,214,763.781   987,560.578   MT  0.99988474   +1 57 46.1
 AW6174;SPC TXSC     -13,827,937.50  3,240,021.66   sFT  0.99988474   +1 57 46.1
 AW6174;UTM  15      - 3,288,454.073   307,152.039   MT  1.00005889   -0 59 18.1
 AW6174
 AW6174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6174!SPC TXSC     -   1.00000411  x   0.99988474  =   0.99988885
 AW6174!UTM  15      -   1.00000411  x   1.00005889  =   1.00006300
 AW6174
 AW6174                          SUPERSEDED SURVEY CONTROL
 AW6174
 AW6174  NAD 83(1986)-  29 42 40.53567(N)    094 59 36.78175(W) AD(       ) 4
 AW6174  NAD 27      -  29 42 39.71292(N)    094 59 36.04266(W) AD(       ) 3
 AW6174
 AW6174.Superseded values are not recommended for survey control.
 AW6174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6174.See file dsdata.txt to determine how the superseded data were derived.
 AW6174
 AW6174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0715288454(NAD 83)
 AW6174_MARKER: DD = SURVEY DISK
 AW6174_SETTING: 0 = UNSPECIFIED SETTING
 AW6174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6174
 AW6174  HISTORY     - Date     Condition        Report By
 AW6174  HISTORY     - 1955     MONUMENTED       CGS
 AW6174  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6174  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 AW6174
 AW6174                          STATION DESCRIPTION
 AW6174
 AW6174'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6174'LOCATED 1 MI. E OF THE BAYTOWN TUNNEL.  TO REACH FROM THE
 AW6174'NE ENTRANCE OF THE TUNNEL, GO NE AND E ON HIGHWAY 146 FOR
 AW6174'1.0 MI. TO A SHELL ROAD AND A GROUP OF PINE TREES ON THE
 AW6174'RIGHT, TURN RIGHT ON THE SHELL ROAD AND GO 0.2 MI. TO THE
 AW6174'STATION ON THE LEFT.
 AW6174'
 AW6174'STATION IS 128 FT. SW OF THE CATWALK AROUND BATTERY NO. 1,
 AW6174'BRITTON CRAVENS LEASE, AND 24 FT. E OF THE SHELL ROAD.
 AW6174'
 AW6174'A STANDARD DISK, STAMPED RANGE A EXT 1955 AND SET IN TOP
 AW6174'OF AN 8-IN. CONCRETE POST PROJECTING 0.8 FT.
 AW6174'
 AW6174'NOTE--THIS STATION WAS NOT ESTABLISHED AS INTENDED ON THE
 AW6174'EXTENSION OF RANGE A, INSTEAD IT IS ON LINE WITH HOUSTON
 AW6174'SHIP CHANNEL RANGE A REAR AND RANGE D FRONT LIGHTS.
 AW6174'
 AW6174'THIS IS AN INTERSECTION STATION.
 AW6174
 AW6174                          STATION RECOVERY (1996)
 AW6174
 AW6174'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6174'MARK NOT FOUND.
 AW6174
 AW6174                          STATION RECOVERY (1998)
 AW6174
 AW6174'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6177 ***********************************************************************
 AW6177  DESIGNATION -  HOUSTON SHIP CHAN RANGE B RLT
 AW6177  PID         -  AW6177
 AW6177  STATE/COUNTY-  TX/CHAMBERS
 AW6177  USGS QUAD   -  MORGANS POINT (1993)
 AW6177
 AW6177                         *CURRENT SURVEY CONTROL
 AW6177  ___________________________________________________________________
 AW6177* NAD 83(1993)-  29 40 37.29309(N)    094 58 36.90347(W)     ADJUSTED  
 AW6177* NAVD 88     -                                                        
 AW6177  ___________________________________________________________________
 AW6177  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6177  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6177
 AW6177  HORZ ORDER  -  THIRD
 AW6177
 AW6177.The horizontal coordinates were established by classical geodetic methods
 AW6177.and adjusted by the National Geodetic Survey in February 1996..
 AW6177
 AW6177
 AW6177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6177
 AW6177.The geoid height was determined by GEOID03.
 AW6177
 AW6177;                    North         East     Units Scale Factor Converg.
 AW6177;SPC TXSC     - 4,211,027.464   989,299.904   MT  0.99988100   +1 58 15.5
 AW6177;SPC TXSC     -13,815,679.27  3,245,728.10   sFT  0.99988100   +1 58 15.5
 AW6177;UTM  15      - 3,284,632.518   308,696.999   MT  1.00005157   -0 58 44.7
 AW6177
 AW6177                          SUPERSEDED SURVEY CONTROL
 AW6177
 AW6177  NAD 83(1986)-  29 40 37.30944(N)    094 58 36.88442(W) AD(       ) 4
 AW6177  NAD 27      -  29 40 36.48708(N)    094 58 36.14563(W) AD(       ) 3
 AW6177
 AW6177.Superseded values are not recommended for survey control.
 AW6177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6177.See file dsdata.txt to determine how the superseded data were derived.
 AW6177
 AW6177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0869784633(NAD 83)
 AW6177_MARKER: 15 = RANGE MARKER
 AW6177
 AW6177  HISTORY     - Date     Condition        Report By
 AW6177  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6177
 AW6177                          STATION DESCRIPTION
 AW6177
 AW6177'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6177'LOCATED 0.5 MI. E OF MORGAN POINT, ALONG THE W BANK OF ATKINSON
 AW6177'ISLAND.  A RED LIGHT AND RED RECTANGULAR DAYMARK ON A SKELETON
 AW6177'STEEL TOWER.  LIGHT WAS OBSERVED UPON.  LIGHT NO. 6500.5
 AW6177'IN THE LIGHT LIST.
 AW6177'
 AW6177'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6225 ***********************************************************************
 AW6225  DESIGNATION -  HOUSTON SHIP CHAN RANGE V EXT
 AW6225  PID         -  AW6225
 AW6225  STATE/COUNTY-  TX/HARRIS
 AW6225  USGS QUAD   -  HIGHLANDS (1995)
 AW6225
 AW6225                         *CURRENT SURVEY CONTROL
 AW6225  ___________________________________________________________________
 AW6225* NAD 83(1993)-  29 45 50.05706(N)    095 04 26.62588(W)     ADJUSTED  
 AW6225* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6225  ___________________________________________________________________
 AW6225  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6225  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6225
 AW6225  HORZ ORDER  -  THIRD
 AW6225
 AW6225.The horizontal coordinates were established by classical geodetic methods
 AW6225.and adjusted by the National Geodetic Survey in February 1996..
 AW6225
 AW6225.The orthometric height was scaled from a topographic map.
 AW6225
 AW6225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6225
 AW6225.The geoid height was determined by GEOID03.
 AW6225
 AW6225;                    North         East     Units Scale Factor Converg.
 AW6225;SPC TXSC     - 4,220,331.799   979,579.896   MT  0.99989118   +1 55 24.1
 AW6225;SPC TXSC     -13,846,205.24  3,213,838.38   sFT  0.99989118   +1 55 24.1
 AW6225;UTM  15      - 3,294,426.867   299,467.265   MT  1.00009619   -1 01 47.9
 AW6225
 AW6225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6225!SPC TXSC     -   1.00000412  x   0.99989118  =   0.99989530
 AW6225!UTM  15      -   1.00000412  x   1.00009619  =   1.00010031
 AW6225
 AW6225                          SUPERSEDED SURVEY CONTROL
 AW6225
 AW6225  NAD 83(1986)-  29 45 50.07258(N)    095 04 26.60707(W) AD(       ) 4
 AW6225  NAD 27      -  29 45 49.25658(N)    095 04 25.85840(W) AD(       ) 3
 AW6225
 AW6225.Superseded values are not recommended for survey control.
 AW6225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6225.See file dsdata.txt to determine how the superseded data were derived.
 AW6225
 AW6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9946794427(NAD 83)
 AW6225_MARKER: DS = TRIANGULATION STATION DISK
 AW6225_SETTING: 0 = UNSPECIFIED SETTING
 AW6225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6225
 AW6225  HISTORY     - Date     Condition        Report By
 AW6225  HISTORY     - 1955     MONUMENTED       CGS
 AW6225  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6225
 AW6225                          STATION DESCRIPTION
 AW6225
 AW6225'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6225'THE STATION IS LOCATED 0.3 MI. NE OF THE LYNCHBURG FERRY CROSSING,
 AW6225'ON THE W SIDE OF THE MOUTH OF BURNETT BAY, 900 FT. S OF THE
 AW6225'CROSBY-LYNCHBURG ROAD, APPROXIMATELY 125 FT. W OF THE MEAN
 AW6225'HIGH-WATERLINE, 405 FT. NW OF RANGE U REAR LIGHT, AND 14 FT.
 AW6225'E OF A 12-IN. WILLOW TREE.  THE STATION WAS SET EXACTLY ON
 AW6225'RANGE WITH A THEODOLITE.
 AW6225'
 AW6225'THE STATION IS A STANDARD DISK, STAMPED RANGE V EXTENSION
 AW6225'1955 AND SET IN THE TOP OF A CONCRETE POST 8-IN. IN DIAMETER
 AW6225'PROJECTING 0.5 FT.
 AW6225'
 AW6225'THIS IS AN INTERSECTION STATION.
 AW6225
 AW6225                          STATION RECOVERY (1996)
 AW6225
 AW6225'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6228 ***********************************************************************
 AW6228  DESIGNATION -  HOUSTON SHIP CHAN RANGE Q RLT
 AW6228  PID         -  AW6228
 AW6228  STATE/COUNTY-  TX/HARRIS
 AW6228  USGS QUAD   -  HIGHLANDS (1995)
 AW6228
 AW6228                         *CURRENT SURVEY CONTROL
 AW6228  ___________________________________________________________________
 AW6228* NAD 83(1993)-  29 45 18.87003(N)    095 04 13.56790(W)     ADJUSTED  
 AW6228* NAVD 88     -                                                        
 AW6228  ___________________________________________________________________
 AW6228  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6228  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6228
 AW6228  HORZ ORDER  -  THIRD
 AW6228
 AW6228.The horizontal coordinates were established by classical geodetic methods
 AW6228.and adjusted by the National Geodetic Survey in February 1996..
 AW6228
 AW6228
 AW6228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6228
 AW6228.The geoid height was determined by GEOID03.
 AW6228
 AW6228;                    North         East     Units Scale Factor Converg.
 AW6228;SPC TXSC     - 4,219,383.938   979,962.718   MT  0.99989006   +1 55 30.5
 AW6228;SPC TXSC     -13,843,095.47  3,215,094.35   sFT  0.99989006   +1 55 30.5
 AW6228;UTM  15      - 3,293,460.343   299,800.814   MT  1.00009454   -1 01 40.4
 AW6228
 AW6228                          SUPERSEDED SURVEY CONTROL
 AW6228
 AW6228  NAD 83(1986)-  29 45 18.88556(N)    095 04 13.54904(W) AD(       ) 4
 AW6228  NAD 27      -  29 45 18.06541(N)    095 04 12.80111(W) AD(       ) 3
 AW6228
 AW6228.Superseded values are not recommended for survey control.
 AW6228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6228.See file dsdata.txt to determine how the superseded data were derived.
 AW6228
 AW6228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9980193460(NAD 83)
 AW6228_MARKER: 15 = RANGE MARKER
 AW6228
 AW6228  HISTORY     - Date     Condition        Report By
 AW6228  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6228  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6228  HISTORY     - 19980310 GOOD             USPSQD
 AW6228
 AW6228                          STATION DESCRIPTION
 AW6228
 AW6228'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6228'LOCATED 0.6 MI. SE OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6228'THE SW BANK OF THE HOUSTON SHIP CHANNEL.  A GREEN LIGHT AND
 AW6228'BLACK RECTANGULAR DAYMARK ON A SKELETON STEEL TOWER ON MUDSILLS.
 AW6228'LIGHT WAS OBSERVED UPON.  LIGHT NO. 6539 IN THE LIGHT LIST.
 AW6228'
 AW6228'THIS IS AN INTERSECTION STATION.
 AW6228
 AW6228                          STATION RECOVERY (1996)
 AW6228
 AW6228'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6228'MARK NOT FOUND.
 AW6228
 AW6228                          STATION RECOVERY (1998)
 AW6228
 AW6228'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6229 ***********************************************************************
 AW6229  DESIGNATION -  HOUSTON SHIP CHAN RANGE S FLT
 AW6229  PID         -  AW6229
 AW6229  STATE/COUNTY-  TX/HARRIS
 AW6229  USGS QUAD   -  HIGHLANDS (1995)
 AW6229
 AW6229                         *CURRENT SURVEY CONTROL
 AW6229  ___________________________________________________________________
 AW6229* NAD 83(1993)-  29 45 21.54368(N)    095 03 57.74540(W)     ADJUSTED  
 AW6229* NAVD 88     -                                                        
 AW6229  ___________________________________________________________________
 AW6229  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6229  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6229
 AW6229  HORZ ORDER  -  THIRD
 AW6229
 AW6229.The horizontal coordinates were established by classical geodetic methods
 AW6229.and adjusted by the National Geodetic Survey in February 1996..
 AW6229
 AW6229
 AW6229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6229
 AW6229.The geoid height was determined by GEOID03.
 AW6229
 AW6229;                    North         East     Units Scale Factor Converg.
 AW6229;SPC TXSC     - 4,219,480.494   980,384.770   MT  0.99989015   +1 55 38.3
 AW6229;SPC TXSC     -13,843,412.25  3,216,479.03   sFT  0.99989015   +1 55 38.3
 AW6229;UTM  15      - 3,293,535.044   300,227.366   MT  1.00009243   -1 01 32.6
 AW6229
 AW6229                          SUPERSEDED SURVEY CONTROL
 AW6229
 AW6229  NAD 83(1986)-  29 45 21.55926(N)    095 03 57.72656(W) AD(       ) 4
 AW6229  NAD 27      -  29 45 20.74140(N)    095 03 56.97879(W) AD(       ) 3
 AW6229
 AW6229.Superseded values are not recommended for survey control.
 AW6229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6229.See file dsdata.txt to determine how the superseded data were derived.
 AW6229
 AW6229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0022793535(NAD 83)
 AW6229_MARKER: 15 = RANGE MARKER
 AW6229
 AW6229  HISTORY     - Date     Condition        Report By
 AW6229  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6229  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6229  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW6229  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW6229
 AW6229                          STATION DESCRIPTION
 AW6229
 AW6229'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6229'LOCATED 0.8 MI. SE OF THE LYNCHBURG FERRY CROSSING, ALONG THE
 AW6229'NE SIDE OF THE HOUSTON SHIP CHANNEL.  A RED LIGHT AND RED
 AW6229'TRIANGULAR DAYMARK ON A SKELETON STEEL TOWER ON PILES.  LIGHT
 AW6229'WAS OBSERVED UPON.  LIGHTS NO. 6542 AND NO. 6552 IN THE LIGHT
 AW6229'LIST.
 AW6229'
 AW6229'THIS IS AN INTERSECTION STATION.
 AW6229
 AW6229                          STATION RECOVERY (1996)
 AW6229
 AW6229'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6229'MARK NOT FOUND.
 AW6229
 AW6229                          STATION RECOVERY (1997)
 AW6229
 AW6229'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6229'MARK NOT FOUND.
 AW6229
 AW6229                          STATION RECOVERY (1998)
 AW6229
 AW6229'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6230 ***********************************************************************
 AW6230  DESIGNATION -  HOUSTON SHIP CHAN RANGE U RLT
 AW6230  PID         -  AW6230
 AW6230  STATE/COUNTY-  TX/HARRIS
 AW6230  USGS QUAD   -  HIGHLANDS (1995)
 AW6230
 AW6230                         *CURRENT SURVEY CONTROL
 AW6230  ___________________________________________________________________
 AW6230* NAD 83(1993)-  29 45 47.51953(N)    095 04 23.27479(W)     ADJUSTED  
 AW6230* NAVD 88     -                                                        
 AW6230  ___________________________________________________________________
 AW6230  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6230  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6230
 AW6230  HORZ ORDER  -  THIRD
 AW6230
 AW6230.The horizontal coordinates were established by classical geodetic methods
 AW6230.and adjusted by the National Geodetic Survey in February 1996..
 AW6230
 AW6230
 AW6230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6230
 AW6230.The geoid height was determined by GEOID03.
 AW6230
 AW6230;                    North         East     Units Scale Factor Converg.
 AW6230;SPC TXSC     - 4,220,256.740   979,672.485   MT  0.99989109   +1 55 25.8
 AW6230;SPC TXSC     -13,845,958.99  3,214,142.14   sFT  0.99989109   +1 55 25.8
 AW6230;UTM  15      - 3,294,347.120   299,555.882   MT  1.00009575   -1 01 46.1
 AW6230
 AW6230                          SUPERSEDED SURVEY CONTROL
 AW6230
 AW6230  NAD 83(1986)-  29 45 47.53507(N)    095 04 23.25598(W) AD(       ) 4
 AW6230  NAD 27      -  29 45 46.71927(N)    095 04 22.50839(W) AD(       ) 3
 AW6230
 AW6230.Superseded values are not recommended for survey control.
 AW6230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6230.See file dsdata.txt to determine how the superseded data were derived.
 AW6230
 AW6230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9955694347(NAD 83)
 AW6230_MARKER: 15 = RANGE MARKER
 AW6230
 AW6230  HISTORY     - Date     Condition        Report By
 AW6230  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6230  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6230  HISTORY     - 19980310 GOOD             USPSQD
 AW6230
 AW6230                          STATION DESCRIPTION
 AW6230
 AW6230'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6230'LOCATED 0.3 MI. E OF THE LYNCHBURG FERRY CROSSING, APPROXIMATELY
 AW6230'0.15 MI. N OF THE HOUSTON SHIP CHANNEL, AND 200 FT. E OF
 AW6230'A BANK.  A RED LIGHT AND RED RECTANGULAR DAYMARK ON A SKELETON
 AW6230'STEEL TOWER ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT NO.
 AW6230'6547 IN THE LIGHT LIST.
 AW6230'
 AW6230'THIS IS AN INTERSECTION STATION.
 AW6230
 AW6230                          STATION RECOVERY (1996)
 AW6230
 AW6230'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6230'MARK NOT FOUND.
 AW6230
 AW6230                          STATION RECOVERY (1998)
 AW6230
 AW6230'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6231 ***********************************************************************
 AW6231  DESIGNATION -  HOUSTON SHIP CHAN RANGE Q FLT
 AW6231  PID         -  AW6231
 AW6231  STATE/COUNTY-  TX/HARRIS
 AW6231  USGS QUAD   -  HIGHLANDS (1995)
 AW6231
 AW6231                         *CURRENT SURVEY CONTROL
 AW6231  ___________________________________________________________________
 AW6231* NAD 83(1993)-  29 45 10.56333(N)    095 04 07.43261(W)     ADJUSTED  
 AW6231* NAVD 88     -                                                        
 AW6231  ___________________________________________________________________
 AW6231  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6231  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6231
 AW6231  HORZ ORDER  -  THIRD
 AW6231
 AW6231.The horizontal coordinates were established by classical geodetic methods
 AW6231.and adjusted by the National Geodetic Survey in February 1996..
 AW6231
 AW6231
 AW6231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6231
 AW6231.The geoid height was determined by GEOID03.
 AW6231
 AW6231;                    North         East     Units Scale Factor Converg.
 AW6231;SPC TXSC     - 4,219,133.875   980,136.040   MT  0.99988977   +1 55 33.5
 AW6231;SPC TXSC     -13,842,275.05  3,215,662.99   sFT  0.99988977   +1 55 33.5
 AW6231;UTM  15      - 3,293,201.631   299,961.056   MT  1.00009375   -1 01 37.1
 AW6231
 AW6231                          SUPERSEDED SURVEY CONTROL
 AW6231
 AW6231  NAD 83(1986)-  29 45 10.57890(N)    095 04 07.41374(W) AD(       ) 4
 AW6231  NAD 27      -  29 45 09.76067(N)    095 04 06.66601(W) AD(       ) 3
 AW6231
 AW6231.Superseded values are not recommended for survey control.
 AW6231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6231.See file dsdata.txt to determine how the superseded data were derived.
 AW6231
 AW6231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9996193202(NAD 83)
 AW6231_MARKER: 15 = RANGE MARKER
 AW6231
 AW6231  HISTORY     - Date     Condition        Report By
 AW6231  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6231  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6231  HISTORY     - 19980310 GOOD             USPSQD
 AW6231
 AW6231                          STATION DESCRIPTION
 AW6231
 AW6231'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6231'LOCATED 0.9 MI. SE OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6231'THE SW BANK OF THE HOUSTON SHIP CHANNEL.  A GREEN LIGHT AND
 AW6231'BLACK TRIANGULAR DAYMARK ON A SKELETON STEEL TOWER ON MUDSILLS,
 AW6231'LIGHT WAS OBSERVED UPON.  LIGHT NO. 6538 IN THE LIGHT LIST.
 AW6231'
 AW6231'THIS IS AN INTERSECTION STATION.
 AW6231
 AW6231                          STATION RECOVERY (1996)
 AW6231
 AW6231'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6231'MARK NOT FOUND.
 AW6231
 AW6231                          STATION RECOVERY (1998)
 AW6231
 AW6231'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6233 ***********************************************************************
 AW6233  DESIGNATION -  HOUSTON SHIP CHAN RANGE W FLT
 AW6233  PID         -  AW6233
 AW6233  STATE/COUNTY-  TX/HARRIS
 AW6233  USGS QUAD   -  HIGHLANDS (1995)
 AW6233
 AW6233                         *CURRENT SURVEY CONTROL
 AW6233  ___________________________________________________________________
 AW6233* NAD 83(1993)-  29 45 56.31913(N)    095 05 00.98766(W)     ADJUSTED  
 AW6233* NAVD 88     -                                                        
 AW6233  ___________________________________________________________________
 AW6233  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AW6233  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6233
 AW6233  HORZ ORDER  -  THIRD
 AW6233
 AW6233.The horizontal coordinates were established by classical geodetic methods
 AW6233.and adjusted by the National Geodetic Survey in February 1996..
 AW6233
 AW6233
 AW6233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6233
 AW6233.The geoid height was determined by GEOID03.
 AW6233
 AW6233;                    North         East     Units Scale Factor Converg.
 AW6233;SPC TXSC     - 4,220,493.545   978,650.932   MT  0.99989140   +1 55 07.3
 AW6233;SPC TXSC     -13,846,735.91  3,210,790.60   sFT  0.99989140   +1 55 07.3
 AW6233;UTM  15      - 3,294,636.305   298,547.679   MT  1.00010075   -1 02 05.1
 AW6233
 AW6233                          SUPERSEDED SURVEY CONTROL
 AW6233
 AW6233  NAD 83(1986)-  29 45 56.33461(N)    095 05 00.96884(W) AD(       ) 4
 AW6233  NAD 27      -  29 45 55.51880(N)    095 05 00.21954(W) AD(       ) 3
 AW6233
 AW6233.Superseded values are not recommended for survey control.
 AW6233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6233.See file dsdata.txt to determine how the superseded data were derived.
 AW6233
 AW6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9854894636(NAD 83)
 AW6233_MARKER: 15 = RANGE MARKER
 AW6233
 AW6233  HISTORY     - Date     Condition        Report By
 AW6233  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6233  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6233
 AW6233                          STATION DESCRIPTION
 AW6233
 AW6233'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6233'LOCATED 0.2 MI. NW OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6233'THE N BANK OF THE HOUSTON SHIP CHANNEL.  A RED LIGHT AND RED
 AW6233'SLATTED TRIANGULAR DAYMARK ON A SKELETON STEEL TOWER ON MUDSILLS.
 AW6233'LIGHT WAS OBSERVED UPON.  LIGHT NO. 6550 IN THE LIGHT LIST.
 AW6233'
 AW6233'THIS IS AN INTERSECTION STATION.
 AW6233
 AW6233                          STATION RECOVERY (1996)
 AW6233
 AW6233'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6234 ***********************************************************************
 AW6234  DESIGNATION -  HOUSTON SHIP CHAN RANGE X EXT
 AW6234  PID         -  AW6234
 AW6234  STATE/COUNTY-  TX/HARRIS
 AW6234  USGS QUAD   -  HIGHLANDS (1995)
 AW6234
 AW6234                         *CURRENT SURVEY CONTROL
 AW6234  ___________________________________________________________________
 AW6234* NAD 83(1993)-  29 45 56.64294(N)    095 05 03.73723(W)     ADJUSTED  
 AW6234* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6234  ___________________________________________________________________
 AW6234  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AW6234  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6234
 AW6234  HORZ ORDER  -  THIRD
 AW6234
 AW6234.The horizontal coordinates were established by classical geodetic methods
 AW6234.and adjusted by the National Geodetic Survey in February 1996..
 AW6234
 AW6234.The orthometric height was scaled from a topographic map.
 AW6234
 AW6234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6234
 AW6234.The geoid height was determined by GEOID03.
 AW6234
 AW6234;                    North         East     Units Scale Factor Converg.
 AW6234;SPC TXSC     - 4,220,501.037   978,576.782   MT  0.99989142   +1 55 05.9
 AW6234;SPC TXSC     -13,846,760.49  3,210,547.33   sFT  0.99989142   +1 55 05.9
 AW6234;UTM  15      - 3,294,647.609   298,473.998   MT  1.00010111   -1 02 06.5
 AW6234
 AW6234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6234!SPC TXSC     -   1.00000412  x   0.99989142  =   0.99989553
 AW6234!UTM  15      -   1.00000412  x   1.00010111  =   1.00010523
 AW6234
 AW6234                          SUPERSEDED SURVEY CONTROL
 AW6234
 AW6234  NAD 83(1986)-  29 45 56.65843(N)    095 05 03.71841(W) AD(       ) 4
 AW6234  NAD 27      -  29 45 55.84247(N)    095 05 02.97017(W) AD(       ) 3
 AW6234
 AW6234.Superseded values are not recommended for survey control.
 AW6234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6234.See file dsdata.txt to determine how the superseded data were derived.
 AW6234
 AW6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9847494648(NAD 83)
 AW6234_MARKER: DS = TRIANGULATION STATION DISK
 AW6234_SETTING: 0 = UNSPECIFIED SETTING
 AW6234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6234
 AW6234  HISTORY     - Date     Condition        Report By
 AW6234  HISTORY     - 1955     MONUMENTED       CGS
 AW6234  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6234
 AW6234                          STATION DESCRIPTION
 AW6234
 AW6234'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6234'LOCATED 0.25 MI. NW OF THE LYNCHBURG FERRY CROSSING, ON THE
 AW6234'N BANK OF THE HOUSTON SHIP CHANNEL.  STATION IS ABOUT MIDWAY
 AW6234'BETWEEN RANGE W FRONT AND REAR LIGHTS, 18 FT. N OF THE CHANNEL
 AW6234'BANK, AND 8 FT. S OF A TREE.  STATION IS ON A LOW SHELL RIDGE.
 AW6234'
 AW6234'A STANDARD DISK, STAMPED RANGE X EXT 1955 AND SET IN THE TOP
 AW6234'OF AN 8-IN. CONCRETE POST PROJECTING 0.5 FT.  STATION WAS SET
 AW6234'EXACTLY ON LINE WITH RANGE X.
 AW6234'
 AW6234'THIS IS AN INTERSECTION STATION.
 AW6234
 AW6234                          STATION RECOVERY (1996)
 AW6234
 AW6234'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6236 ***********************************************************************
 AW6236  DESIGNATION -  HOUSTON SHIP CHAN RANGE S RLT
 AW6236  PID         -  AW6236
 AW6236  STATE/COUNTY-  TX/HARRIS
 AW6236  USGS QUAD   -  HIGHLANDS (1995)
 AW6236
 AW6236                         *CURRENT SURVEY CONTROL
 AW6236  ___________________________________________________________________
 AW6236* NAD 83(1993)-  29 45 40.18625(N)    095 04 03.83670(W)     ADJUSTED  
 AW6236* NAVD 88     -                                                        
 AW6236  ___________________________________________________________________
 AW6236  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6236  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6236
 AW6236  HORZ ORDER  -  THIRD
 AW6236
 AW6236.The horizontal coordinates were established by classical geodetic methods
 AW6236.and adjusted by the National Geodetic Survey in February 1996..
 AW6236
 AW6236
 AW6236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6236
 AW6236.The geoid height was determined by GEOID03.
 AW6236
 AW6236;                    North         East     Units Scale Factor Converg.
 AW6236;SPC TXSC     - 4,220,048.632   980,201.930   MT  0.99989082   +1 55 35.3
 AW6236;SPC TXSC     -13,845,276.22  3,215,879.17   sFT  0.99989082   +1 55 35.3
 AW6236;UTM  15      - 3,294,111.964   300,074.008   MT  1.00009319   -1 01 36.2
 AW6236
 AW6236                          SUPERSEDED SURVEY CONTROL
 AW6236
 AW6236  NAD 83(1986)-  29 45 40.20181(N)    095 04 03.81788(W) AD(       ) 4
 AW6236  NAD 27      -  29 45 39.38467(N)    095 04 03.06998(W) AD(       ) 3
 AW6236
 AW6236.Superseded values are not recommended for survey control.
 AW6236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6236.See file dsdata.txt to determine how the superseded data were derived.
 AW6236
 AW6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0007494112(NAD 83)
 AW6236_MARKER: 15 = RANGE MARKER
 AW6236
 AW6236  HISTORY     - Date     Condition        Report By
 AW6236  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6236  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6236  HISTORY     - 19980310 MARK NOT FOUND   USPSQD
 AW6236
 AW6236                          STATION DESCRIPTION
 AW6236
 AW6236'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6236'LOCATED 0.6 MI. E OF THE LYNCHBURG FERRY CROSSING, APPROXIMATELY
 AW6236'0.25 MI. NE OF THE HOUSTON SHIP CHANNEL.  A RED LIGHT AND RED
 AW6236'RECTANGULAR DAYMARK ON A SKELETON STEEL TOWER ON PILES.  LIGHT
 AW6236'WAS OBSERVED UPON.  LIGHT NO. 6543 IN THE LIGHT LIST.
 AW6236'
 AW6236'THIS IS AN INTERSECTION STATION.
 AW6236
 AW6236                          STATION RECOVERY (1996)
 AW6236
 AW6236'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6236'MARK NOT FOUND.
 AW6236
 AW6236                          STATION RECOVERY (1998)
 AW6236
 AW6236'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6237 ***********************************************************************
 AW6237  DESIGNATION -  HOUSTON SHIP CHAN RANGE W RLT
 AW6237  PID         -  AW6237
 AW6237  STATE/COUNTY-  TX/HARRIS
 AW6237  USGS QUAD   -  HIGHLANDS (1995)
 AW6237
 AW6237                         *CURRENT SURVEY CONTROL
 AW6237  ___________________________________________________________________
 AW6237* NAD 83(1993)-  29 45 59.66549(N)    095 05 07.28857(W)     ADJUSTED  
 AW6237* NAVD 88     -                                                        
 AW6237  ___________________________________________________________________
 AW6237  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AW6237  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6237
 AW6237  HORZ ORDER  -  THIRD
 AW6237
 AW6237.The horizontal coordinates were established by classical geodetic methods
 AW6237.and adjusted by the National Geodetic Survey in February 1996..
 AW6237
 AW6237
 AW6237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6237
 AW6237.The geoid height was determined by GEOID03.
 AW6237
 AW6237;                    North         East     Units Scale Factor Converg.
 AW6237;SPC TXSC     - 4,220,590.850   978,478.327   MT  0.99989153   +1 55 04.2
 AW6237;SPC TXSC     -13,847,055.15  3,210,224.31   sFT  0.99989153   +1 55 04.2
 AW6237;UTM  15      - 3,294,742.396   298,380.281   MT  1.00010158   -1 02 08.4
 AW6237
 AW6237                          SUPERSEDED SURVEY CONTROL
 AW6237
 AW6237  NAD 83(1986)-  29 45 59.68096(N)    095 05 07.26976(W) AD(       ) 4
 AW6237  NAD 27      -  29 45 58.86518(N)    095 05 06.52041(W) AD(       ) 3
 AW6237
 AW6237.Superseded values are not recommended for survey control.
 AW6237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6237.See file dsdata.txt to determine how the superseded data were derived.
 AW6237
 AW6237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9838094742(NAD 83)
 AW6237_MARKER: 15 = RANGE MARKER
 AW6237
 AW6237  HISTORY     - Date     Condition        Report By
 AW6237  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6237  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6237
 AW6237                          STATION DESCRIPTION
 AW6237
 AW6237'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6237'LOCATED 0.4 MI. NW OF THE LYNCHBURG FERRY CROSSING, ALONG THE
 AW6237'N BANK OF THE HOUSTON SHIP CHANNEL.  A RED LIGHT AND RED
 AW6237'RECTANGULAR SLATTED DAYMARK ON A SKELETON STEEL TOWER ON
 AW6237'MUDSILLS.  LIGHT WAS OBSERVED UPON.  LIGHT NO. 6551 IN THE
 AW6237'LIGHT LIST.
 AW6237'
 AW6237'THIS IS AN INTERSECTION STATION.
 AW6237
 AW6237                          STATION RECOVERY (1996)
 AW6237
 AW6237'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6241 ***********************************************************************
 AW6241  DESIGNATION -  HOUSTON SHIP CHAN RANGE R EXT
 AW6241  PID         -  AW6241
 AW6241  STATE/COUNTY-  TX/HARRIS
 AW6241  USGS QUAD   -  HIGHLANDS (1995)
 AW6241
 AW6241                         *CURRENT SURVEY CONTROL
 AW6241  ___________________________________________________________________
 AW6241* NAD 83(1993)-  29 45 16.31379(N)    095 04 13.03283(W)     ADJUSTED  
 AW6241* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6241  ___________________________________________________________________
 AW6241  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6241  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6241
 AW6241  HORZ ORDER  -  THIRD
 AW6241
 AW6241.The horizontal coordinates were established by classical geodetic methods
 AW6241.and adjusted by the National Geodetic Survey in February 1996..
 AW6241
 AW6241.The orthometric height was scaled from a topographic map.
 AW6241
 AW6241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6241
 AW6241.The geoid height was determined by GEOID03.
 AW6241
 AW6241;                    North         East     Units Scale Factor Converg.
 AW6241;SPC TXSC     - 4,219,305.764   979,979.728   MT  0.99988997   +1 55 30.8
 AW6241;SPC TXSC     -13,842,838.99  3,215,150.16   sFT  0.99988997   +1 55 30.8
 AW6241;UTM  15      - 3,293,381.381   299,813.777   MT  1.00009447   -1 01 40.1
 AW6241
 AW6241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6241!SPC TXSC     -   1.00000411  x   0.99988997  =   0.99989408
 AW6241!UTM  15      -   1.00000411  x   1.00009447  =   1.00009858
 AW6241
 AW6241                          SUPERSEDED SURVEY CONTROL
 AW6241
 AW6241  NAD 83(1986)-  29 45 16.32935(N)    095 04 13.01397(W) AD(       ) 4
 AW6241  NAD 27      -  29 45 15.51144(N)    095 04 12.26621(W) AD(       ) 3
 AW6241
 AW6241.Superseded values are not recommended for survey control.
 AW6241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6241.See file dsdata.txt to determine how the superseded data were derived.
 AW6241
 AW6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9981493381(NAD 83)
 AW6241_MARKER: DS = TRIANGULATION STATION DISK
 AW6241_SETTING: 0 = UNSPECIFIED SETTING
 AW6241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6241
 AW6241  HISTORY     - Date     Condition        Report By
 AW6241  HISTORY     - 1955     MONUMENTED       CGS
 AW6241  HISTORY     - 1964     MARK NOT FOUND   CGS
 AW6241  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6241
 AW6241                          STATION DESCRIPTION
 AW6241
 AW6241'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6241'LOCATED 0.75 MI. SE OF THE LYNCHBURG FERRY CROSSING, ON THE
 AW6241'SE BANK OF THE HOUSTON SHIP CHANNEL, ON THE TOP OF A LOW
 AW6241'SAND RIDGE, 240 FT. SW OF RANGE Q REAR LIGHT, 180 FT. INSHORE
 AW6241'FROM THE CHANNEL BANK, AND 150 FT. NE OF THE TRACK ROAD
 AW6241'PARALLELING THE CHANNEL.  STATION WAS SET EXACTLY ON LINE
 AW6241'WITH RANGE R.
 AW6241'
 AW6241'A STANDARD DISK, STAMPED RANGE R EXT 1955 AND SET IN THE
 AW6241'TOP OF AN 8-IN. CONCRETE POST PROJECTING 4 IN.
 AW6241'
 AW6241'THIS IS AN INTERSECTION STATION.
 AW6241
 AW6241                          STATION RECOVERY (1964)
 AW6241
 AW6241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW6241'THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED
 AW6241'TO HAVE BEEN WASHED OUT DURING A HURRICANE.
 AW6241'
 AW6241'NO REFERENCE MARKS WERE RECOVERED.
 AW6241
 AW6241                          STATION RECOVERY (1996)
 AW6241
 AW6241'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6251 ***********************************************************************
 AW6251  DESIGNATION -  HOUSTON SHIP CHAN RANGE X RLT
 AW6251  PID         -  AW6251
 AW6251  STATE/COUNTY-  TX/HARRIS
 AW6251  USGS QUAD   -  HIGHLANDS (1995)
 AW6251
 AW6251                         *CURRENT SURVEY CONTROL
 AW6251  ___________________________________________________________________
 AW6251* NAD 83(1993)-  29 45 12.78124(N)    095 03 41.27249(W)     ADJUSTED  
 AW6251* NAVD 88     -                                                        
 AW6251  ___________________________________________________________________
 AW6251  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6251  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6251
 AW6251  HORZ ORDER  -  THIRD
 AW6251
 AW6251.The horizontal coordinates were established by classical geodetic methods
 AW6251.and adjusted by the National Geodetic Survey in February 1996..
 AW6251
 AW6251
 AW6251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6251
 AW6251.The geoid height was determined by GEOID03.
 AW6251
 AW6251;                    North         East     Units Scale Factor Converg.
 AW6251;SPC TXSC     - 4,219,225.762   980,836.133   MT  0.99988984   +1 55 46.3
 AW6251;SPC TXSC     -13,842,576.52  3,217,959.88   sFT  0.99988984   +1 55 46.3
 AW6251;UTM  15      - 3,293,257.342   300,665.096   MT  1.00009028   -1 01 24.2
 AW6251
 AW6251                          SUPERSEDED SURVEY CONTROL
 AW6251
 AW6251  NAD 83(1986)-  29 45 12.79685(N)    095 03 41.25363(W) AD(       ) 4
 AW6251  NAD 27      -  29 45 11.97793(N)    095 03 40.50587(W) AD(       ) 3
 AW6251
 AW6251.Superseded values are not recommended for survey control.
 AW6251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6251.See file dsdata.txt to determine how the superseded data were derived.
 AW6251
 AW6251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0066593257(NAD 83)
 AW6251_MARKER: 15 = RANGE MARKER
 AW6251
 AW6251  HISTORY     - Date     Condition        Report By
 AW6251  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6251  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6251  HISTORY     - 19980310 GOOD             USPSQD
 AW6251
 AW6251                          STATION DESCRIPTION
 AW6251
 AW6251'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6251'LOCATED 1.1 MI. SE OF THE LYNCHBURG FERRY CROSSING, ON THE
 AW6251'NE BANK OF HOUSTON SHIP CHANNEL, APPROXIMATELY 0.15 MI. INSHORE
 AW6251'FROM THE CHANNEL BANK.  A RED LIGHT AND RED RECTANGULAR
 AW6251'SLATTED DAYMARK ON A SKELETON STEEL TOWER ON MUDSILLS.  LIGHT WAS
 AW6251'OBSERVED UPON.  LIGHT NO. 6553 IN THE LIGHT LIST.
 AW6251'
 AW6251'THIS IS AN INTERSECTION STATION.
 AW6251
 AW6251                          STATION RECOVERY (1996)
 AW6251
 AW6251'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6251'MARK NOT FOUND.
 AW6251
 AW6251                          STATION RECOVERY (1998)
 AW6251
 AW6251'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6253 ***********************************************************************
 AW6253  DESIGNATION -  HOUSTON SHIP CHAN RANGE U FLT
 AW6253  PID         -  AW6253
 AW6253  STATE/COUNTY-  TX/HARRIS
 AW6253  USGS QUAD   -  HIGHLANDS (1995)
 AW6253
 AW6253                         *CURRENT SURVEY CONTROL
 AW6253  ___________________________________________________________________
 AW6253* NAD 83(1993)-  29 45 40.26586(N)    095 04 17.77952(W)     ADJUSTED  
 AW6253* NAVD 88     -                                                        
 AW6253  ___________________________________________________________________
 AW6253  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6253  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6253
 AW6253  HORZ ORDER  -  THIRD
 AW6253
 AW6253.The horizontal coordinates were established by classical geodetic methods
 AW6253.and adjusted by the National Geodetic Survey in February 1996..
 AW6253
 AW6253
 AW6253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6253
 AW6253.The geoid height was determined by GEOID03.
 AW6253
 AW6253;                    North         East     Units Scale Factor Converg.
 AW6253;SPC TXSC     - 4,220,038.497   979,827.517   MT  0.99989082   +1 55 28.5
 AW6253;SPC TXSC     -13,845,242.97  3,214,650.78   sFT  0.99989082   +1 55 28.5
 AW6253;UTM  15      - 3,294,121.134   299,699.494   MT  1.00009504   -1 01 43.2
 AW6253
 AW6253                          SUPERSEDED SURVEY CONTROL
 AW6253
 AW6253  NAD 83(1986)-  29 45 40.28139(N)    095 04 17.76070(W) AD(       ) 4
 AW6253  NAD 27      -  29 45 39.46497(N)    095 04 17.01253(W) AD(       ) 3
 AW6253
 AW6253.Superseded values are not recommended for survey control.
 AW6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6253.See file dsdata.txt to determine how the superseded data were derived.
 AW6253
 AW6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9969994121(NAD 83)
 AW6253_MARKER: 15 = RANGE MARKER
 AW6253
 AW6253  HISTORY     - Date     Condition        Report By
 AW6253  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6253  HISTORY     - 19960525 MARK NOT FOUND   USPSQD
 AW6253  HISTORY     - 19980323 GOOD             USPSQD
 AW6253
 AW6253                          STATION DESCRIPTION
 AW6253
 AW6253'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6253'LOCATED 0.4 MI. E OF THE LYNCHBURG FERRY CROSSING, ALONG THE
 AW6253'NE SIDE OF THE HOUSTON SHIP CHANNEL.  A RED LIGHT AND RED
 AW6253'TRIANGULAR DAYMARK ON A SKELETON STEEL TOWER ON PILES.  LIGHT
 AW6253'WAS OBSERVED UPON.  LIGHT NO. 6546 IN THE LIGHT LIST.
 AW6253'
 AW6253'THIS IS AN INTERSECTION STATION.
 AW6253
 AW6253                          STATION RECOVERY (1996)
 AW6253
 AW6253'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6253'MARK NOT FOUND.
 AW6253
 AW6253                          STATION RECOVERY (1998)
 AW6253
 AW6253'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6254 ***********************************************************************
 AW6254  DESIGNATION -  HOUSTON SHIP CHAN RANGE W EXT
 AW6254  PID         -  AW6254
 AW6254  STATE/COUNTY-  TX/HARRIS
 AW6254  USGS QUAD   -  HIGHLANDS (1995)
 AW6254
 AW6254                         *CURRENT SURVEY CONTROL
 AW6254  ___________________________________________________________________
 AW6254* NAD 83(1993)-  29 45 20.52401(N)    095 03 53.65756(W)     ADJUSTED  
 AW6254* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6254  ___________________________________________________________________
 AW6254  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6254  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6254
 AW6254  HORZ ORDER  -  THIRD
 AW6254
 AW6254.The horizontal coordinates were established by classical geodetic methods
 AW6254.and adjusted by the National Geodetic Survey in February 1996..
 AW6254
 AW6254.The orthometric height was scaled from a topographic map.
 AW6254
 AW6254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6254
 AW6254.The geoid height was determined by GEOID03.
 AW6254
 AW6254;                    North         East     Units Scale Factor Converg.
 AW6254;SPC TXSC     - 4,219,452.812   980,495.580   MT  0.99989012   +1 55 40.3
 AW6254;SPC TXSC     -13,843,321.43  3,216,842.58   sFT  0.99989012   +1 55 40.3
 AW6254;UTM  15      - 3,293,501.683   300,336.626   MT  1.00009189   -1 01 30.6
 AW6254
 AW6254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6254!SPC TXSC     -   1.00000411  x   0.99989012  =   0.99989423
 AW6254!UTM  15      -   1.00000411  x   1.00009189  =   1.00009601
 AW6254
 AW6254                          SUPERSEDED SURVEY CONTROL
 AW6254
 AW6254  NAD 83(1986)-  29 45 20.53960(N)    095 03 53.63872(W) AD(       ) 4
 AW6254  NAD 27      -  29 45 19.72148(N)    095 03 52.89095(W) AD(       ) 3
 AW6254
 AW6254.Superseded values are not recommended for survey control.
 AW6254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6254.See file dsdata.txt to determine how the superseded data were derived.
 AW6254
 AW6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0033793502(NAD 83)
 AW6254_MARKER: DS = TRIANGULATION STATION DISK
 AW6254_SETTING: 0 = UNSPECIFIED SETTING
 AW6254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6254
 AW6254  HISTORY     - Date     Condition        Report By
 AW6254  HISTORY     - 1955     MONUMENTED       CGS
 AW6254  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6254
 AW6254                          STATION DESCRIPTION
 AW6254
 AW6254'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6254'LOCATED 0.75 MI. SE OF THE LYNCHBURG FERRY CROSSING, ON THE
 AW6254'NE BANK OF THE HOUSTON SHIP CHANNEL, 96 FT. NE OF THE CHANNEL
 AW6254'BANK, AND 126 FT. SE OF THE FOUNDATION OF AN OLD LIGHT.
 AW6254'STATION IS IN THE CENTER OF A LOW SAND MOUND SURROUNDED BY A
 AW6254'LOW GRASSY AREA.  STATION WAS SET EXACTLY ON LINE WITH RANGE W.
 AW6254'
 AW6254'A STANDARD DISK, STAMPED RANGE W EXT 1955 AND SET IN THE TOP
 AW6254'OF AN 8-IN. CONCRETE POST PROJECTING 1 FT.
 AW6254'
 AW6254'THIS IS AN INTERSECTION STATION.
 AW6254
 AW6254                          STATION RECOVERY (1996)
 AW6254
 AW6254'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6295 ***********************************************************************
 AW6295  DESIGNATION -  HOUSTON SHIP CHAN RANGE P EXT
 AW6295  PID         -  AW6295
 AW6295  STATE/COUNTY-  TX/HARRIS
 AW6295  USGS QUAD   -  LA PORTE (1982)
 AW6295
 AW6295                         *CURRENT SURVEY CONTROL
 AW6295  ___________________________________________________________________
 AW6295* NAD 83(1993)-  29 44 31.13215(N)    095 03 50.00155(W)     ADJUSTED  
 AW6295* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6295  ___________________________________________________________________
 AW6295  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6295  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6295
 AW6295  HORZ ORDER  -  THIRD
 AW6295
 AW6295.The horizontal coordinates were established by classical geodetic methods
 AW6295.and adjusted by the National Geodetic Survey in February 1996..
 AW6295
 AW6295.The orthometric height was scaled from a topographic map.
 AW6295
 AW6295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6295
 AW6295.The geoid height was determined by GEOID03.
 AW6295
 AW6295;                    North         East     Units Scale Factor Converg.
 AW6295;SPC TXSC     - 4,217,936.313   980,644.910   MT  0.99988839   +1 55 42.1
 AW6295;SPC TXSC     -13,838,346.05  3,217,332.51   sFT  0.99988839   +1 55 42.1
 AW6295;UTM  15      - 3,291,979.197   300,407.652   MT  1.00009155   -1 01 27.2
 AW6295
 AW6295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6295!SPC TXSC     -   1.00000411  x   0.99988839  =   0.99989250
 AW6295!UTM  15      -   1.00000411  x   1.00009155  =   1.00009566
 AW6295
 AW6295                          SUPERSEDED SURVEY CONTROL
 AW6295
 AW6295  NAD 83(1986)-  29 44 31.14777(N)    095 03 49.98262(W) AD(       ) 4
 AW6295  NAD 27      -  29 44 30.32712(N)    095 03 49.23584(W) AD(       ) 3
 AW6295
 AW6295.Superseded values are not recommended for survey control.
 AW6295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6295.See file dsdata.txt to determine how the superseded data were derived.
 AW6295
 AW6295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0040891979(NAD 83)
 AW6295_MARKER: DS = TRIANGULATION STATION DISK
 AW6295_SETTING: 0 = UNSPECIFIED SETTING
 AW6295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6295
 AW6295  HISTORY     - Date     Condition        Report By
 AW6295  HISTORY     - 1955     MONUMENTED       CGS
 AW6295  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6295  HISTORY     - 19980114 MARK NOT FOUND   USPSQD
 AW6295
 AW6295                          STATION DESCRIPTION
 AW6295
 AW6295'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6295'LOCATED ON A POINT OF SPOIL AND MARSH BETWEEN THE SW SHORE
 AW6295'OF HOUSTON SHIP CHANNEL AND PEGGY LAKE, APPROXIMATELY 100
 AW6295'FT. S-SW OF RANGE O REAR LIGHT, AND APPROXIMATELY 78 FT. W OF
 AW6295'THE MEAN HIGH-WATERLINE OF THE CHANNEL.
 AW6295'
 AW6295'A STANDARD DISK, STAMPED RANGE P EXT 1955 AND SET IN THE
 AW6295'TOP OF AN 8-IN. CONCRETE POST PROJECTING 6 IN.
 AW6295'
 AW6295'THIS IS AN INTERSECTION STATION.
 AW6295
 AW6295                          STATION RECOVERY (1996)
 AW6295
 AW6295'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6295'MARK NOT FOUND.
 AW6295
 AW6295                          STATION RECOVERY (1998)
 AW6295
 AW6295'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6296 ***********************************************************************
 AW6296  DESIGNATION -  HOUSTON SHIP CHAN RANGE O RLT
 AW6296  PID         -  AW6296
 AW6296  STATE/COUNTY-  TX/HARRIS
 AW6296  USGS QUAD   -  LA PORTE (1982)
 AW6296
 AW6296                         *CURRENT SURVEY CONTROL
 AW6296  ___________________________________________________________________
 AW6296* NAD 83(1993)-  29 44 32.14510(N)    095 03 49.87664(W)     ADJUSTED  
 AW6296* NAVD 88     -                                                        
 AW6296  ___________________________________________________________________
 AW6296  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6296  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6296
 AW6296  HORZ ORDER  -  THIRD
 AW6296
 AW6296.The horizontal coordinates were established by classical geodetic methods
 AW6296.and adjusted by the National Geodetic Survey in February 1996..
 AW6296
 AW6296
 AW6296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6296
 AW6296.The geoid height was determined by GEOID03.
 AW6296
 AW6296;                    North         East     Units Scale Factor Converg.
 AW6296;SPC TXSC     - 4,217,967.595   980,647.215   MT  0.99988843   +1 55 42.1
 AW6296;SPC TXSC     -13,838,448.68  3,217,340.07   sFT  0.99988843   +1 55 42.1
 AW6296;UTM  15      - 3,292,010.325   300,411.566   MT  1.00009153   -1 01 27.2
 AW6296
 AW6296                          SUPERSEDED SURVEY CONTROL
 AW6296
 AW6296  NAD 83(1986)-  29 44 32.16072(N)    095 03 49.85771(W) AD(       ) 4
 AW6296  NAD 27      -  29 44 31.33998(N)    095 03 49.11140(W) AD(       ) 3
 AW6296
 AW6296.Superseded values are not recommended for survey control.
 AW6296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6296.See file dsdata.txt to determine how the superseded data were derived.
 AW6296
 AW6296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0041292010(NAD 83)
 AW6296_MARKER: 15 = RANGE MARKER
 AW6296
 AW6296  HISTORY     - Date     Condition        Report By
 AW6296  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6296  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6296  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 AW6296
 AW6296                          STATION DESCRIPTION
 AW6296
 AW6296'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6296'LOCATED 1.5 MI. SE OF THE LYNCHBURG FERRY CROSSING, ON THE
 AW6296'W BANK OF THE HOUSTON SHIP CHANNEL.  A GREEN LIGHT AND BLACK
 AW6296'RECTANGULAR DAYMARK ON A SKELETON STEEL TOWER ON A CONCRETE
 AW6296'BLOCK.  LIGHT WAS OBSERVED UPON.  LIGHT NO. 6535 IN THE LIGHT
 AW6296'LIST.
 AW6296'
 AW6296'THIS IS AN INTERSECTION STATION.
 AW6296
 AW6296                          STATION RECOVERY (1996)
 AW6296
 AW6296'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6296'MARK NOT FOUND.
 AW6296
 AW6296                          STATION RECOVERY (1997)
 AW6296
 AW6296'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6298 ***********************************************************************
 AW6298  DESIGNATION -  HOUSTON SHIP CHAN RANGE C RLT
 AW6298  PID         -  AW6298
 AW6298  STATE/COUNTY-  TX/HARRIS
 AW6298  USGS QUAD   -  LA PORTE (1982)
 AW6298
 AW6298                         *CURRENT SURVEY CONTROL
 AW6298  ___________________________________________________________________
 AW6298* NAD 83(1993)-  29 42 16.72433(N)    095 00 25.25291(W)     ADJUSTED  
 AW6298* NAVD 88     -                                                        
 AW6298  ___________________________________________________________________
 AW6298  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AW6298  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6298
 AW6298  HORZ ORDER  -  THIRD
 AW6298
 AW6298.The horizontal coordinates were established by classical geodetic methods
 AW6298.and adjusted by the National Geodetic Survey in February 1996..
 AW6298
 AW6298
 AW6298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6298
 AW6298.The geoid height was determined by GEOID03.
 AW6298
 AW6298;                    North         East     Units Scale Factor Converg.
 AW6298;SPC TXSC     - 4,213,987.086   986,284.153   MT  0.99988399   +1 57 22.4
 AW6298;SPC TXSC     -13,825,389.30  3,235,833.93   sFT  0.99988399   +1 57 22.4
 AW6298;UTM  15      - 3,287,743.998   305,837.086   MT  1.00006517   -0 59 41.4
 AW6298
 AW6298                          SUPERSEDED SURVEY CONTROL
 AW6298
 AW6298  NAD 83(1986)-  29 42 16.74038(N)    095 00 25.23372(W) AD(       ) 4
 AW6298  NAD 27      -  29 42 15.91823(N)    095 00 24.49079(W) AD(       ) 3
 AW6298
 AW6298.Superseded values are not recommended for survey control.
 AW6298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6298.See file dsdata.txt to determine how the superseded data were derived.
 AW6298
 AW6298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0583787744(NAD 83)
 AW6298_MARKER: 15 = RANGE MARKER
 AW6298
 AW6298  HISTORY     - Date     Condition        Report By
 AW6298  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6298  HISTORY     - 1961     GOOD             CGS
 AW6298  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6298
 AW6298                          STATION DESCRIPTION
 AW6298
 AW6298'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6298'LOCATED 2 MI. N OF MORGAN POINT, ALONG THE E BANK OF THE
 AW6298'HOUSTON SHIP CHANNEL.  A RED LIGHT AND RED RECTANGULAR DAYMARK
 AW6298'ON A SKELETON STEEL TOWER.  LIGHT WAS OBSERVED UPON.  LIGHT
 AW6298'NO. 6504 IN THE LIGHT LIST.
 AW6298'
 AW6298'THIS IS AN INTERSECTION STATION.
 AW6298
 AW6298                          STATION RECOVERY (1961)
 AW6298
 AW6298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6298'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO THE 1960
 AW6298'LIGHT LIST, THE LIGHT HAS NOT BEEN REBUILT SINCE 1934.  THE
 AW6298'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 AW6298
 AW6298                          STATION RECOVERY (1996)
 AW6298
 AW6298'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6300 ***********************************************************************
 AW6300  DESIGNATION -  HOUSTON SHIP CHAN RANGE V FLT
 AW6300  PID         -  AW6300
 AW6300  STATE/COUNTY-  TX/HARRIS
 AW6300  USGS QUAD   -  LA PORTE (1982)
 AW6300
 AW6300                         *CURRENT SURVEY CONTROL
 AW6300  ___________________________________________________________________
 AW6300* NAD 83(1993)-  29 44 55.56923(N)    095 03 45.23682(W)     ADJUSTED  
 AW6300* NAVD 88     -                                                        
 AW6300  ___________________________________________________________________
 AW6300  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6300  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6300
 AW6300  HORZ ORDER  -  THIRD
 AW6300
 AW6300.The horizontal coordinates were established by classical geodetic methods
 AW6300.and adjusted by the National Geodetic Survey in February 1996..
 AW6300
 AW6300
 AW6300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6300
 AW6300.The geoid height was determined by GEOID03.
 AW6300
 AW6300;                    North         East     Units Scale Factor Converg.
 AW6300;SPC TXSC     - 4,218,692.558   980,747.530   MT  0.99988924   +1 55 44.4
 AW6300;SPC TXSC     -13,840,827.17  3,217,669.19   sFT  0.99988924   +1 55 44.4
 AW6300;UTM  15      - 3,292,729.303   300,549.120   MT  1.00009085   -1 01 25.6
 AW6300
 AW6300                          SUPERSEDED SURVEY CONTROL
 AW6300
 AW6300  NAD 83(1986)-  29 44 55.58484(N)    095 03 45.21794(W) AD(       ) 4
 AW6300  NAD 27      -  29 44 54.76508(N)    095 03 44.47013(W) AD(       ) 3
 AW6300
 AW6300.Superseded values are not recommended for survey control.
 AW6300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6300.See file dsdata.txt to determine how the superseded data were derived.
 AW6300
 AW6300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0054992729(NAD 83)
 AW6300_MARKER: 15 = RANGE MARKER
 AW6300
 AW6300  HISTORY     - Date     Condition        Report By
 AW6300  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6300  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6300  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 AW6300
 AW6300                          STATION DESCRIPTION
 AW6300
 AW6300'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6300'LOCATED 1.2 MI. SE OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6300'THE E BANK OF THE HOUSTON SHIP CHANNEL.  A RED LIGHT AND RED
 AW6300'TRIANGULAR DAYMARK ON A SKELETON STEEL TOWER ON MUDSILLS.
 AW6300'LIGHT WAS OBSERVED UPON.  LIGHT NO. 6548 IN THE LIGHT LIST.
 AW6300'
 AW6300'THIS IS AN INTERSECTION STATION.
 AW6300
 AW6300                          STATION RECOVERY (1996)
 AW6300
 AW6300'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6300'MARK NOT FOUND.
 AW6300
 AW6300                          STATION RECOVERY (1997)
 AW6300
 AW6300'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6303 ***********************************************************************
 AW6303  DESIGNATION -  HOUSTON SHIP CHAN RANGE U EXT
 AW6303  PID         -  AW6303
 AW6303  STATE/COUNTY-  TX/HARRIS
 AW6303  USGS QUAD   -  LA PORTE (1982)
 AW6303
 AW6303                         *CURRENT SURVEY CONTROL
 AW6303  ___________________________________________________________________
 AW6303* NAD 83(1993)-  29 44 56.46180(N)    095 03 44.59347(W)     ADJUSTED  
 AW6303* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6303  ___________________________________________________________________
 AW6303  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6303  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6303
 AW6303  HORZ ORDER  -  THIRD
 AW6303
 AW6303.The horizontal coordinates were established by classical geodetic methods
 AW6303.and adjusted by the National Geodetic Survey in February 1996..
 AW6303
 AW6303.The orthometric height was scaled from a topographic map.
 AW6303
 AW6303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6303
 AW6303.The geoid height was determined by GEOID03.
 AW6303
 AW6303;                    North         East     Units Scale Factor Converg.
 AW6303;SPC TXSC     - 4,218,720.604   980,763.880   MT  0.99988927   +1 55 44.7
 AW6303;SPC TXSC     -13,840,919.18  3,217,722.83   sFT  0.99988927   +1 55 44.7
 AW6303;UTM  15      - 3,292,756.476   300,566.896   MT  1.00009076   -1 01 25.3
 AW6303
 AW6303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6303!SPC TXSC     -   1.00000411  x   0.99988927  =   0.99989338
 AW6303!UTM  15      -   1.00000411  x   1.00009076  =   1.00009487
 AW6303
 AW6303                          SUPERSEDED SURVEY CONTROL
 AW6303
 AW6303  NAD 83(1986)-  29 44 56.47741(N)    095 03 44.57459(W) AD(       ) 4
 AW6303  NAD 27      -  29 44 55.65790(N)    095 03 43.82656(W) AD(       ) 3
 AW6303
 AW6303.Superseded values are not recommended for survey control.
 AW6303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6303.See file dsdata.txt to determine how the superseded data were derived.
 AW6303
 AW6303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0056792756(NAD 83)
 AW6303_MARKER: DS = TRIANGULATION STATION DISK
 AW6303_SETTING: 0 = UNSPECIFIED SETTING
 AW6303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6303
 AW6303  HISTORY     - Date     Condition        Report By
 AW6303  HISTORY     - 1955     MONUMENTED       CGS
 AW6303  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6303  HISTORY     - 19980114 MARK NOT FOUND   USPSQD
 AW6303
 AW6303                          STATION DESCRIPTION
 AW6303
 AW6303'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6303'THE STATION IS APPROXIMATELY 4.1 MI. NW OF THE BAYTOWN TUNNEL,
 AW6303'ON THE E SIDE OF THE HOUSTON SHIP CHANNEL.  IT IS 45 FT. E
 AW6303'OF THE MEAN HIGH-WATERLINE, 90 FT. NE OF RANGE V FRONT LIGHT,
 AW6303'AND EXACTLY ON THE EXTENSION OF RANGE U.
 AW6303'
 AW6303'THE STATION IS A STANDARD DISK, STAMPED RANGE U EXT 1955
 AW6303'AND SET IN THE TOP OF AN 8-IN. CONCRETE POST PROJECTING 10
 AW6303'IN.
 AW6303'
 AW6303'THIS IS AN INTERSECTION STATION.
 AW6303
 AW6303                          STATION RECOVERY (1996)
 AW6303
 AW6303'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6303'MARK NOT FOUND.
 AW6303
 AW6303                          STATION RECOVERY (1998)
 AW6303
 AW6303'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6314 ***********************************************************************
 AW6314  DESIGNATION -  HOUSTON SHIP CHAN RANGE O FLT
 AW6314  PID         -  AW6314
 AW6314  STATE/COUNTY-  TX/HARRIS
 AW6314  USGS QUAD   -  LA PORTE (1982)
 AW6314
 AW6314                         *CURRENT SURVEY CONTROL
 AW6314  ___________________________________________________________________
 AW6314* NAD 83(1993)-  29 44 26.02723(N)    095 03 40.76966(W)     ADJUSTED  
 AW6314* NAVD 88     -                                                        
 AW6314  ___________________________________________________________________
 AW6314  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6314  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6314
 AW6314  HORZ ORDER  -  THIRD
 AW6314
 AW6314.The horizontal coordinates were established by classical geodetic methods
 AW6314.and adjusted by the National Geodetic Survey in February 1996..
 AW6314
 AW6314
 AW6314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6314
 AW6314.The geoid height was determined by GEOID03.
 AW6314
 AW6314;                    North         East     Units Scale Factor Converg.
 AW6314;SPC TXSC     - 4,217,787.583   980,898.103   MT  0.99988822   +1 55 46.6
 AW6314;SPC TXSC     -13,837,858.10  3,218,163.19   sFT  0.99988822   +1 55 46.6
 AW6314;UTM  15      - 3,291,817.590   300,652.897   MT  1.00009034   -1 01 22.5
 AW6314
 AW6314                          SUPERSEDED SURVEY CONTROL
 AW6314
 AW6314  NAD 83(1986)-  29 44 26.04286(N)    095 03 40.75072(W) AD(       ) 4
 AW6314  NAD 27      -  29 44 25.22198(N)    095 03 40.00199(W) AD(       ) 3
 AW6314
 AW6314.Superseded values are not recommended for survey control.
 AW6314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6314.See file dsdata.txt to determine how the superseded data were derived.
 AW6314
 AW6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0065391818(NAD 83)
 AW6314_MARKER: 15 = RANGE MARKER
 AW6314
 AW6314  HISTORY     - Date     Condition        Report By
 AW6314  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6314  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6314  HISTORY     - 19980323 GOOD             USPSQD
 AW6314
 AW6314                          STATION DESCRIPTION
 AW6314
 AW6314'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6314'LOCATED 1.7 MI. SE OF THE LYNCHBURG FERRY CROSSING, ALONG
 AW6314'THE SW SIDE OF THE HOUSTON SHIP CHANNEL.  A GREEN LIGHT AND
 AW6314'BLACK TRIANGULAR DAYMARK ON A SKELETON STEEL TOWER ON PILES.
 AW6314'LIGHT WAS ONSERVED UPON.  LIGHTS NO. 6534 AND NO. 6544 IN THE
 AW6314'LIGHT LIST.
 AW6314'
 AW6314'THIS IS AN INTERSECTION STATION.
 AW6314
 AW6314                          STATION RECOVERY (1996)
 AW6314
 AW6314'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6314'MARK NOT FOUND.
 AW6314
 AW6314                          STATION RECOVERY (1998)
 AW6314
 AW6314'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6315 ***********************************************************************
 AW6315  DESIGNATION -  HOUSTON SHIP CHAN RANGE I EXT
 AW6315  PID         -  AW6315
 AW6315  STATE/COUNTY-  TX/HARRIS
 AW6315  USGS QUAD   -  LA PORTE (1982)
 AW6315
 AW6315                         *CURRENT SURVEY CONTROL
 AW6315  ___________________________________________________________________
 AW6315* NAD 83(1993)-  29 43 01.64725(N)    095 01 07.36160(W)     ADJUSTED  
 AW6315* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6315  ___________________________________________________________________
 AW6315  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW6315  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6315
 AW6315  HORZ ORDER  -  THIRD
 AW6315
 AW6315.The horizontal coordinates were established by classical geodetic methods
 AW6315.and adjusted by the National Geodetic Survey in February 1996..
 AW6315
 AW6315.The orthometric height was scaled from a topographic map.
 AW6315
 AW6315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6315
 AW6315.The geoid height was determined by GEOID03.
 AW6315
 AW6315;                    North         East     Units Scale Factor Converg.
 AW6315;SPC TXSC     - 4,215,330.769   985,105.955   MT  0.99988541   +1 57 01.7
 AW6315;SPC TXSC     -13,829,797.70  3,231,968.45   sFT  0.99988541   +1 57 01.7
 AW6315;UTM  15      - 3,289,146.817   304,729.430   MT  1.00007049   -1 00 03.7
 AW6315
 AW6315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6315!SPC TXSC     -   1.00000411  x   0.99988541  =   0.99988952
 AW6315!UTM  15      -   1.00000411  x   1.00007049  =   1.00007460
 AW6315
 AW6315                          SUPERSEDED SURVEY CONTROL
 AW6315
 AW6315  NAD 83(1986)-  29 43 01.66323(N)    095 01 07.34250(W) AD(       ) 4
 AW6315  NAD 27      -  29 43 00.84033(N)    095 01 06.59877(W) AD(       ) 3
 AW6315
 AW6315.Superseded values are not recommended for survey control.
 AW6315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6315.See file dsdata.txt to determine how the superseded data were derived.
 AW6315
 AW6315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0472989147(NAD 83)
 AW6315_MARKER: DS = TRIANGULATION STATION DISK
 AW6315_SETTING: 0 = UNSPECIFIED SETTING
 AW6315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6315
 AW6315  HISTORY     - Date     Condition        Report By
 AW6315  HISTORY     - 1955     MONUMENTED       CGS
 AW6315
 AW6315                          STATION DESCRIPTION
 AW6315
 AW6315'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6315'LOCATED 0.2 MI. S OF THE CANAL, ALONG THE S LIMITS OF THE
 AW6315'HUMBLE OIL CO. REFINERY, ALONG THE E BANK OF THE HOUSTON
 AW6315'SHIP CHANNEL, ON THE TOP OF THE LEVEE WHICH PARALLELS THE
 AW6315'BANK OF THE CHANNEL, AND 24 FT. E OF THE TRACK ROAD ALONG
 AW6315'THE BANK.
 AW6315'
 AW6315'A STANDARD DISK, STAMPED RANGE I EXT 1955 AND SET IN THE TOP
 AW6315'OF AN 8-IN. CONCRETE POST PROJECTING 0.2 FT.
 AW6315'
 AW6315'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6317 ***********************************************************************
 AW6317  DESIGNATION -  HOUSTON SHIP CHAN RANGE V RLT
 AW6317  PID         -  AW6317
 AW6317  STATE/COUNTY-  TX/HARRIS
 AW6317  USGS QUAD   -  LA PORTE (1982)
 AW6317
 AW6317                         *CURRENT SURVEY CONTROL
 AW6317  ___________________________________________________________________
 AW6317* NAD 83(1993)-  29 44 48.78664(N)    095 03 40.09182(W)     ADJUSTED  
 AW6317* NAVD 88     -                                                        
 AW6317  ___________________________________________________________________
 AW6317  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6317  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6317
 AW6317  HORZ ORDER  -  THIRD
 AW6317
 AW6317.The horizontal coordinates were established by classical geodetic methods
 AW6317.and adjusted by the National Geodetic Survey in February 1996..
 AW6317
 AW6317
 AW6317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6317
 AW6317.The geoid height was determined by GEOID03.
 AW6317
 AW6317;                    North         East     Units Scale Factor Converg.
 AW6317;SPC TXSC     - 4,218,488.509   980,892.709   MT  0.99988900   +1 55 46.9
 AW6317;SPC TXSC     -13,840,157.72  3,218,145.50   sFT  0.99988900   +1 55 46.9
 AW6317;UTM  15      - 3,292,518.004   300,683.622   MT  1.00009019   -1 01 22.8
 AW6317
 AW6317                          SUPERSEDED SURVEY CONTROL
 AW6317
 AW6317  NAD 83(1986)-  29 44 48.80227(N)    095 03 40.07293(W) AD(       ) 4
 AW6317  NAD 27      -  29 44 47.98242(N)    095 03 39.32484(W) AD(       ) 3
 AW6317
 AW6317.Superseded values are not recommended for survey control.
 AW6317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6317.See file dsdata.txt to determine how the superseded data were derived.
 AW6317
 AW6317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0068492518(NAD 83)
 AW6317_MARKER: 15 = RANGE MARKER
 AW6317
 AW6317  HISTORY     - Date     Condition        Report By
 AW6317  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6317  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6317  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 AW6317
 AW6317                          STATION DESCRIPTION
 AW6317
 AW6317'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6317'LOCATED 1.4 MI. SE OF THE LYNCHBURG FERRY CROSSING, ALONG THE
 AW6317'E BANK OF THE HOUSTON SHIP CHANNEL.  A RED LIGHT AND RED
 AW6317'RECTANGULAR DAYMARK ON A SKELETON STEEL TOWER ON MUDSILLS.
 AW6317'LIGHT WAS OBSERVED UPON.  LIGHT NO. 6549 IN THE LIGHT LIST.
 AW6317'
 AW6317'THIS IS AN INTERSECTION STATION.
 AW6317
 AW6317                          STATION RECOVERY (1996)
 AW6317
 AW6317'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6317'MARK NOT FOUND.
 AW6317
 AW6317                          STATION RECOVERY (1997)
 AW6317
 AW6317'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6318 ***********************************************************************
 AW6318  DESIGNATION -  HOUSTON SHIP CHAN RANGE M RLT
 AW6318  PID         -  AW6318
 AW6318  STATE/COUNTY-  TX/HARRIS
 AW6318  USGS QUAD   -  LA PORTE (1982)
 AW6318
 AW6318                         *CURRENT SURVEY CONTROL
 AW6318  ___________________________________________________________________
 AW6318* NAD 83(1993)-  29 44 12.70317(N)    095 03 36.41614(W)     ADJUSTED  
 AW6318* NAVD 88     -                                                        
 AW6318  ___________________________________________________________________
 AW6318  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6318  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6318
 AW6318  HORZ ORDER  -  THIRD
 AW6318
 AW6318.The horizontal coordinates were established by classical geodetic methods
 AW6318.and adjusted by the National Geodetic Survey in February 1996..
 AW6318
 AW6318
 AW6318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6318
 AW6318.The geoid height was determined by GEOID03.
 AW6318
 AW6318;                    North         East     Units Scale Factor Converg.
 AW6318;SPC TXSC     - 4,217,381.538   981,028.824   MT  0.99988776   +1 55 48.7
 AW6318;SPC TXSC     -13,836,525.93  3,218,592.07   sFT  0.99988776   +1 55 48.7
 AW6318;UTM  15      - 3,291,405.267   300,762.553   MT  1.00008980   -1 01 19.9
 AW6318
 AW6318                          SUPERSEDED SURVEY CONTROL
 AW6318
 AW6318  NAD 83(1986)-  29 44 12.71880(N)    095 03 36.39718(W) AD(       ) 4
 AW6318  NAD 27      -  29 44 11.89699(N)    095 03 35.64801(W) AD(       ) 3
 AW6318
 AW6318.Superseded values are not recommended for survey control.
 AW6318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6318.See file dsdata.txt to determine how the superseded data were derived.
 AW6318
 AW6318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0076391405(NAD 83)
 AW6318_MARKER: 15 = RANGE MARKER
 AW6318
 AW6318  HISTORY     - Date     Condition        Report By
 AW6318  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6318  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6318  HISTORY     - 19980323 GOOD             USPSQD
 AW6318
 AW6318                          STATION DESCRIPTION
 AW6318
 AW6318'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6318'LOCATED 2.2 MI. W OF THE HUMBLE OIL CO. REFINERY IN BAYTOWN,
 AW6318'ON THE SHORE BETWEEN PEGGY LAKE AND THE HOUSTON SHIP CHANNEL.
 AW6318'A GREEN LIGHT AND BLACK RECTANGULAR DAYMARK ON A SKELETON
 AW6318'STEEL TOWER ON A CONCRETE BLOCK.  LIGHT WAS OBSERVED UPON.
 AW6318'LIGHTS NO. 6531 AND NO. 6545 IN THE LIGHT LIST.
 AW6318'
 AW6318'THIS IS AN INTERSECTION STATION.
 AW6318
 AW6318                          STATION RECOVERY (1996)
 AW6318
 AW6318'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6318'MARK NOT FOUND.
 AW6318
 AW6318                          STATION RECOVERY (1998)
 AW6318
 AW6318'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6319 ***********************************************************************
 AW6319  DESIGNATION -  HOUSTON SHIP CHAN RANGE S EXT
 AW6319  PID         -  AW6319
 AW6319  STATE/COUNTY-  TX/HARRIS
 AW6319  USGS QUAD   -  LA PORTE (1982)
 AW6319
 AW6319                         *CURRENT SURVEY CONTROL
 AW6319  ___________________________________________________________________
 AW6319* NAD 83(1993)-  29 44 13.52386(N)    095 03 35.54665(W)     ADJUSTED  
 AW6319* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6319  ___________________________________________________________________
 AW6319  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6319  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6319
 AW6319  HORZ ORDER  -  THIRD
 AW6319
 AW6319.The horizontal coordinates were established by classical geodetic methods
 AW6319.and adjusted by the National Geodetic Survey in February 1996..
 AW6319
 AW6319.The orthometric height was scaled from a topographic map.
 AW6319
 AW6319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6319
 AW6319.The geoid height was determined by GEOID03.
 AW6319
 AW6319;                    North         East     Units Scale Factor Converg.
 AW6319;SPC TXSC     - 4,217,407.578   981,051.322   MT  0.99988779   +1 55 49.1
 AW6319;SPC TXSC     -13,836,611.36  3,218,665.88   sFT  0.99988779   +1 55 49.1
 AW6319;UTM  15      - 3,291,430.119   300,786.367   MT  1.00008968   -1 01 19.5
 AW6319
 AW6319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6319!SPC TXSC     -   1.00000411  x   0.99988779  =   0.99989190
 AW6319!UTM  15      -   1.00000411  x   1.00008968  =   1.00009379
 AW6319
 AW6319                          SUPERSEDED SURVEY CONTROL
 AW6319
 AW6319  NAD 83(1986)-  29 44 13.53949(N)    095 03 35.52770(W) AD(       ) 4
 AW6319  NAD 27      -  29 44 12.71862(N)    095 03 34.78047(W) AD(       ) 3
 AW6319
 AW6319.Superseded values are not recommended for survey control.
 AW6319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6319.See file dsdata.txt to determine how the superseded data were derived.
 AW6319
 AW6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0078691430(NAD 83)
 AW6319_MARKER: DS = TRIANGULATION STATION DISK
 AW6319_SETTING: 0 = UNSPECIFIED SETTING
 AW6319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6319
 AW6319  HISTORY     - Date     Condition        Report By
 AW6319  HISTORY     - 1955     MONUMENTED       CGS
 AW6319  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6319
 AW6319                          STATION DESCRIPTION
 AW6319
 AW6319'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6319'LOCATED ON A POINT OF SPOIL AND MARSH BETWEEN THE SW SHORE
 AW6319'OF THE HOUSTON SHIP CHANNEL AND PEGGY LAKE, ON THE TOP OF
 AW6319'A SMALL KNOLL THAT IS APPROXIMATELY 10-12 FT. ABOVE MEAN HIGH
 AW6319'WATER, APPROXIMATELY 110 FT. E OF RANGE M AND T REAR LIGHT, AND
 AW6319'APPROXIMATELY 138 FT. SW OF THE MEAN HIGH-WATERLINE.
 AW6319'
 AW6319'A STANDARD DISK, STAMPED RANGE S EXT 1955 AND SET IN THE
 AW6319'TOP OF AN 8-IN. CONCRETE POST PROJECTING 8 IN.
 AW6319'
 AW6319'THIS IS AN INTERSECTION STATION.
 AW6319
 AW6319                          STATION RECOVERY (1996)
 AW6319
 AW6319'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6320 ***********************************************************************
 AW6320  DESIGNATION -  HOUSTON SHIP CHAN RANGE N EXT
 AW6320  PID         -  AW6320
 AW6320  STATE/COUNTY-  TX/HARRIS
 AW6320  USGS QUAD   -  LA PORTE (1982)
 AW6320
 AW6320                         *CURRENT SURVEY CONTROL
 AW6320  ___________________________________________________________________
 AW6320* NAD 83(1993)-  29 44 09.84821(N)    095 03 31.19090(W)     ADJUSTED  
 AW6320* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6320  ___________________________________________________________________
 AW6320  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AW6320  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6320
 AW6320  HORZ ORDER  -  THIRD
 AW6320
 AW6320.The horizontal coordinates were established by classical geodetic methods
 AW6320.and adjusted by the National Geodetic Survey in February 1996..
 AW6320
 AW6320.The orthometric height was scaled from a topographic map.
 AW6320
 AW6320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6320
 AW6320.The geoid height was determined by GEOID03.
 AW6320
 AW6320;                    North         East     Units Scale Factor Converg.
 AW6320;SPC TXSC     - 4,217,298.420   981,172.104   MT  0.99988767   +1 55 51.3
 AW6320;SPC TXSC     -13,836,253.23  3,219,062.14   sFT  0.99988767   +1 55 51.3
 AW6320;UTM  15      - 3,291,314.862   300,901.390   MT  1.00008912   -1 01 17.2
 AW6320
 AW6320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6320!SPC TXSC     -   1.00000411  x   0.99988767  =   0.99989178
 AW6320!UTM  15      -   1.00000411  x   1.00008912  =   1.00009323
 AW6320
 AW6320                          SUPERSEDED SURVEY CONTROL
 AW6320
 AW6320  NAD 83(1986)-  29 44 09.86384(N)    095 03 31.17193(W) AD(       ) 4
 AW6320  NAD 27      -  29 44 09.04307(N)    095 03 30.42528(W) AD(       ) 3
 AW6320
 AW6320.Superseded values are not recommended for survey control.
 AW6320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6320.See file dsdata.txt to determine how the superseded data were derived.
 AW6320
 AW6320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0090191315(NAD 83)
 AW6320_MARKER: DS = TRIANGULATION STATION DISK
 AW6320_SETTING: 0 = UNSPECIFIED SETTING
 AW6320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6320
 AW6320  HISTORY     - Date     Condition        Report By
 AW6320  HISTORY     - 1955     MONUMENTED       CGS
 AW6320  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6320
 AW6320                          STATION DESCRIPTION
 AW6320
 AW6320'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6320'LOCATED ON A POINT OF SPOIL AND MARSH BETWEEN THE SW SHORE
 AW6320'OF THE HOUSTON SHIP CHANNEL AND PEGGY LAKE, APPROXIMATELY
 AW6320'42 FT. E OF THE MEAN HIGH-WATERLINE OF THE LAKE, AND
 AW6320'APPROXIMATELY 140 FT. N OF THE S END OF THE POINT.
 AW6320'
 AW6320'A STANDARD DISK, STAMPED RANGE N EXT 1955 AND SET IN THE TOP
 AW6320'OF AN 8-IN. CONCRETE POST PROJECTING APPROXIMATELY 5 IN.
 AW6320'
 AW6320'THIS IS AN INTERSECTION STATION.
 AW6320
 AW6320                          STATION RECOVERY (1996)
 AW6320
 AW6320'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6321 ***********************************************************************
 AW6321  DESIGNATION -  HOUSTON SHIP CHAN RANGE E FLT
 AW6321  PID         -  AW6321
 AW6321  STATE/COUNTY-  TX/HARRIS
 AW6321  USGS QUAD   -  LA PORTE (1982)
 AW6321
 AW6321                         *CURRENT SURVEY CONTROL
 AW6321  ___________________________________________________________________
 AW6321* NAD 83(1993)-  29 42 12.44313(N)    095 01 14.66530(W)     ADJUSTED  
 AW6321* NAVD 88     -                                                        
 AW6321  ___________________________________________________________________
 AW6321  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW6321  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6321
 AW6321  HORZ ORDER  -  THIRD
 AW6321
 AW6321.The horizontal coordinates were established by classical geodetic methods
 AW6321.and adjusted by the National Geodetic Survey in February 1996..
 AW6321
 AW6321
 AW6321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6321
 AW6321.The geoid height was determined by GEOID03.
 AW6321
 AW6321;                    North         East     Units Scale Factor Converg.
 AW6321;SPC TXSC     - 4,213,810.098   984,961.320   MT  0.99988386   +1 56 58.2
 AW6321;SPC TXSC     -13,824,808.63  3,231,493.93   sFT  0.99988386   +1 56 58.2
 AW6321;UTM  15      - 3,287,635.328   304,506.650   MT  1.00007157   -1 00 05.8
 AW6321
 AW6321                          SUPERSEDED SURVEY CONTROL
 AW6321
 AW6321  NAD 83(1986)-  29 42 12.45913(N)    095 01 14.64597(W) AD(       ) 4
 AW6321  NAD 27      -  29 42 11.63504(N)    095 01 13.90277(W) AD(       ) 3
 AW6321
 AW6321.Superseded values are not recommended for survey control.
 AW6321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6321.See file dsdata.txt to determine how the superseded data were derived.
 AW6321
 AW6321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0450787635(NAD 83)
 AW6321_MARKER: 15 = RANGE MARKER
 AW6321
 AW6321  HISTORY     - Date     Condition        Report By
 AW6321  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6321  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6321  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 AW6321
 AW6321                          STATION DESCRIPTION
 AW6321
 AW6321'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6321'LOCATED 3 MI. N OF MORGAN POINT, NEAR THE BAYTOWN TUNNEL
 AW6321'CROSSING.  A GREEN LIGHT WITH BLACK TRIANGULAR DAYMARK FACING
 AW6321'RANGE E, ALSO BLACK RECTANGULAR DAYMARK FACING RANGE H ON
 AW6321'A SKELETON STEEL TOWER.  LIGHT WAS OBSERVED UPON.  LIGHTS
 AW6321'NO. 6507 AND NO. 6517 IN THE LIGHT LIST.
 AW6321'
 AW6321'THIS IS AN INTERSECTION STATION.
 AW6321
 AW6321                          STATION RECOVERY (1996)
 AW6321
 AW6321'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6321'MARK NOT FOUND.
 AW6321
 AW6321                          STATION RECOVERY (1997)
 AW6321
 AW6321'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6322 ***********************************************************************
 AW6322  DESIGNATION -  HOUSTON SHIP CHAN RANGE H FLT
 AW6322  PID         -  AW6322
 AW6322  STATE/COUNTY-  TX/HARRIS
 AW6322  USGS QUAD   -  LA PORTE (1982)
 AW6322
 AW6322                         *CURRENT SURVEY CONTROL
 AW6322  ___________________________________________________________________
 AW6322* NAD 83(1993)-  29 42 20.32884(N)    095 01 14.61373(W)     ADJUSTED  
 AW6322* NAVD 88     -                                                        
 AW6322  ___________________________________________________________________
 AW6322  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW6322  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6322
 AW6322  HORZ ORDER  -  THIRD
 AW6322
 AW6322.The horizontal coordinates were established by classical geodetic methods
 AW6322.and adjusted by the National Geodetic Survey in February 1996..
 AW6322
 AW6322
 AW6322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6322
 AW6322.The geoid height was determined by GEOID03.
 AW6322
 AW6322;                    North         East     Units Scale Factor Converg.
 AW6322;SPC TXSC     - 4,214,052.786   984,954.447   MT  0.99988410   +1 56 58.2
 AW6322;SPC TXSC     -13,825,604.85  3,231,471.38   sFT  0.99988410   +1 56 58.2
 AW6322;UTM  15      - 3,287,878.093   304,512.281   MT  1.00007154   -1 00 06.0
 AW6322
 AW6322                          SUPERSEDED SURVEY CONTROL
 AW6322
 AW6322  NAD 83(1986)-  29 42 20.34482(N)    095 01 14.59442(W) AD(       ) 4
 AW6322  NAD 27      -  29 42 19.52182(N)    095 01 13.85079(W) AD(       ) 3
 AW6322
 AW6322.Superseded values are not recommended for survey control.
 AW6322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6322.See file dsdata.txt to determine how the superseded data were derived.
 AW6322
 AW6322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0451287878(NAD 83)
 AW6322_MARKER: 15 = RANGE MARKER
 AW6322
 AW6322  HISTORY     - Date     Condition        Report By
 AW6322  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6322  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6322  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 AW6322
 AW6322                          STATION DESCRIPTION
 AW6322
 AW6322'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6322'LOCATED 3 MI. N OF MORGAN POINT, NEAR THE BAYTOWN TUNNEL
 AW6322'CROSSING, ALONG THE W SIDE OF HOUSTON SHIP CHANNEL.  A GREEN
 AW6322'LIGHT AND BLACK TRIANGULAR DAYMARK ON A SKELETON STEEL TOWER.
 AW6322'LIGHT WAS OBSERVED UPON.  LIGHT NO. 6516 IN THE LIGHT LIST.
 AW6322'
 AW6322'THIS IS AN INTERSECTION STATION.
 AW6322
 AW6322                          STATION RECOVERY (1996)
 AW6322
 AW6322'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6322'MARK NOT FOUND.
 AW6322
 AW6322                          STATION RECOVERY (1997)
 AW6322
 AW6322'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6323 ***********************************************************************
 AW6323  DESIGNATION -  HOUSTON SHIP CHAN RANGE H EXT
 AW6323  PID         -  AW6323
 AW6323  STATE/COUNTY-  TX/HARRIS
 AW6323  USGS QUAD   -  LA PORTE (1982)
 AW6323
 AW6323                         *CURRENT SURVEY CONTROL
 AW6323  ___________________________________________________________________
 AW6323* NAD 83(1993)-  29 43 59.76771(N)    095 01 14.02999(W)     ADJUSTED  
 AW6323* NAVD 88     -                                                        
 AW6323  ___________________________________________________________________
 AW6323  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW6323  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6323
 AW6323  HORZ ORDER  -  THIRD
 AW6323
 AW6323.The horizontal coordinates were established by classical geodetic methods
 AW6323.and adjusted by the National Geodetic Survey in February 1996..
 AW6323
 AW6323
 AW6323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6323
 AW6323.The geoid height was determined by GEOID03.
 AW6323
 AW6323;                    North         East     Units Scale Factor Converg.
 AW6323;SPC TXSC     - 4,217,113.023   984,865.976   MT  0.99988733   +1 56 58.5
 AW6323;SPC TXSC     -13,835,644.98  3,231,181.12   sFT  0.99988733   +1 56 58.5
 AW6323;UTM  15      - 3,290,939.394   304,581.519   MT  1.00007120   -1 00 08.8
 AW6323
 AW6323                          SUPERSEDED SURVEY CONTROL
 AW6323
 AW6323  NAD 83(1986)-  29 43 59.78360(N)    095 01 14.01107(W) AD(       ) 4
 AW6323  NAD 27      -  29 43 58.96209(N)    095 01 13.26744(W) AD(       ) 3
 AW6323
 AW6323.Superseded values are not recommended for survey control.
 AW6323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6323.See file dsdata.txt to determine how the superseded data were derived.
 AW6323
 AW6323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0458290939(NAD 83)
 AW6323_MARKER: 15 = RANGE MARKER
 AW6323
 AW6323  HISTORY     - Date     Condition        Report By
 AW6323  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6323  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6323
 AW6323                          STATION DESCRIPTION
 AW6323
 AW6323'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6327 ***********************************************************************
 AW6327  DESIGNATION -  HOUSTON SHIP CHAN RANGE J EXT
 AW6327  PID         -  AW6327
 AW6327  STATE/COUNTY-  TX/HARRIS
 AW6327  USGS QUAD   -  LA PORTE (1982)
 AW6327
 AW6327                         *CURRENT SURVEY CONTROL
 AW6327  ___________________________________________________________________
 AW6327* NAD 83(1993)-  29 43 32.06146(N)    095 01 11.96272(W)     ADJUSTED  
 AW6327* NAVD 88     -                                                        
 AW6327  ___________________________________________________________________
 AW6327  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW6327  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6327
 AW6327  HORZ ORDER  -  THIRD
 AW6327
 AW6327.The horizontal coordinates were established by classical geodetic methods
 AW6327.and adjusted by the National Geodetic Survey in February 1996..
 AW6327
 AW6327
 AW6327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6327
 AW6327.The geoid height was determined by GEOID03.
 AW6327
 AW6327;                    North         East     Units Scale Factor Converg.
 AW6327;SPC TXSC     - 4,216,262.398   984,950.515   MT  0.99988641   +1 56 59.5
 AW6327;SPC TXSC     -13,832,854.22  3,231,458.48   sFT  0.99988641   +1 56 59.5
 AW6327;UTM  15      - 3,290,085.387   304,622.149   MT  1.00007101   -1 00 06.9
 AW6327
 AW6327                          SUPERSEDED SURVEY CONTROL
 AW6327
 AW6327  NAD 83(1986)-  29 43 32.07744(N)    095 01 11.94368(W) AD(       ) 4
 AW6327  NAD 27      -  29 43 31.25524(N)    095 01 11.19999(W) AD(       ) 3
 AW6327
 AW6327.Superseded values are not recommended for survey control.
 AW6327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6327.See file dsdata.txt to determine how the superseded data were derived.
 AW6327
 AW6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0462290085(NAD 83)
 AW6327_MARKER: 15 = RANGE MARKER
 AW6327
 AW6327  HISTORY     - Date     Condition        Report By
 AW6327  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6327  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6327
 AW6327                          STATION DESCRIPTION
 AW6327
 AW6327'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6329 ***********************************************************************
 AW6329  DESIGNATION -  HOUSTON SHIP CHAN RANGE J FLT
 AW6329  PID         -  AW6329
 AW6329  STATE/COUNTY-  TX/HARRIS
 AW6329  USGS QUAD   -  LA PORTE (1982)
 AW6329
 AW6329                         *CURRENT SURVEY CONTROL
 AW6329  ___________________________________________________________________
 AW6329* NAD 83(1993)-  29 43 51.39339(N)    095 01 46.51513(W)     ADJUSTED  
 AW6329* NAVD 88     -                                                        
 AW6329  ___________________________________________________________________
 AW6329  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW6329  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6329
 AW6329  HORZ ORDER  -  THIRD
 AW6329
 AW6329.The horizontal coordinates were established by classical geodetic methods
 AW6329.and adjusted by the National Geodetic Survey in February 1996..
 AW6329
 AW6329
 AW6329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6329
 AW6329.The geoid height was determined by GEOID03.
 AW6329
 AW6329;                    North         East     Units Scale Factor Converg.
 AW6329;SPC TXSC     - 4,216,825.684   984,002.352   MT  0.99988705   +1 56 42.6
 AW6329;SPC TXSC     -13,834,702.26  3,228,347.72   sFT  0.99988705   +1 56 42.6
 AW6329;UTM  15      - 3,290,696.868   303,704.081   MT  1.00007544   -1 00 24.7
 AW6329
 AW6329                          SUPERSEDED SURVEY CONTROL
 AW6329
 AW6329  NAD 83(1986)-  29 43 51.40910(N)    095 01 46.49609(W) AD(       ) 4
 AW6329  NAD 27      -  29 43 50.58761(N)    095 01 45.75107(W) AD(       ) 3
 AW6329
 AW6329.Superseded values are not recommended for survey control.
 AW6329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6329.See file dsdata.txt to determine how the superseded data were derived.
 AW6329
 AW6329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0370490697(NAD 83)
 AW6329_MARKER: 15 = RANGE MARKER
 AW6329
 AW6329  HISTORY     - Date     Condition        Report By
 AW6329  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6329  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6329
 AW6329                          STATION DESCRIPTION
 AW6329
 AW6329'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6329'LOCATED 0.5 MI. NW OF THE HUMBLE OIL CO. REFINERY AT BAYTOWN,
 AW6329'ALONG THE NE SIDE OF THE HOUSTON SHIP CHANNEL.  A RED LIGHT
 AW6329'AND RED TRIANGULAR DAYMARK ON A SKELETON STEEL TOWER.  LIGHT
 AW6329'WAS OBSERVED UPON.  LIGHT NO. 6524 IN THE LIGHT LIST.
 AW6329'
 AW6329'THIS IS AN INTERSECTION STATION.
 AW6329
 AW6329                          STATION RECOVERY (1996)
 AW6329
 AW6329'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6332 ***********************************************************************
 AW6332  DESIGNATION -  HOUSTON SHIP CHAN RANGE M EXT
 AW6332  PID         -  AW6332
 AW6332  STATE/COUNTY-  TX/HARRIS
 AW6332  USGS QUAD   -  LA PORTE (1982)
 AW6332
 AW6332                         *CURRENT SURVEY CONTROL
 AW6332  ___________________________________________________________________
 AW6332* NAD 83(1993)-  29 43 40.54049(N)    095 02 02.62689(W)     ADJUSTED  
 AW6332* NAVD 88     -                                                        
 AW6332  ___________________________________________________________________
 AW6332  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AW6332  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6332
 AW6332  HORZ ORDER  -  THIRD
 AW6332
 AW6332.The horizontal coordinates were established by classical geodetic methods
 AW6332.and adjusted by the National Geodetic Survey in February 1996..
 AW6332
 AW6332
 AW6332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6332
 AW6332.The geoid height was determined by GEOID03.
 AW6332
 AW6332;                    North         East     Units Scale Factor Converg.
 AW6332;SPC TXSC     - 4,216,477.055   983,580.996   MT  0.99988669   +1 56 34.7
 AW6332;SPC TXSC     -13,833,558.47  3,226,965.32   sFT  0.99988669   +1 56 34.7
 AW6332;UTM  15      - 3,290,370.339   303,265.246   MT  1.00007757   -1 00 32.3
 AW6332
 AW6332                          SUPERSEDED SURVEY CONTROL
 AW6332
 AW6332  NAD 83(1986)-  29 43 40.55620(N)    095 02 02.60781(W) AD(       ) 4
 AW6332  NAD 27      -  29 43 39.73323(N)    095 02 01.86248(W) AD(       ) 3
 AW6332
 AW6332.Superseded values are not recommended for survey control.
 AW6332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6332.See file dsdata.txt to determine how the superseded data were derived.
 AW6332
 AW6332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0326590370(NAD 83)
 AW6332_MARKER: DS = TRIANGULATION STATION DISK
 AW6332_SETTING: 0 = UNSPECIFIED SETTING
 AW6332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6332+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW6332
 AW6332  HISTORY     - Date     Condition        Report By
 AW6332  HISTORY     - 1955     MONUMENTED       CGS
 AW6332  HISTORY     - 20040329 GOOD             USPSQD
 AW6332
 AW6332                          STATION DESCRIPTION
 AW6332
 AW6332'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6332'LOCATED 0.6 MI. W OF THE HUMBLE OIL CO. REFINERY AT BAYTOWN,
 AW6332'ALONG THE S BANK OF THE HOUSTON SHIP CHANNEL, APPROXIMATELY
 AW6332'850 FT. SW OF THE TALL TRANSMISSION LINE TOWER, 740 FT. SE
 AW6332'OF RANGE N REAR LIGHT, 340 FT. S OF THE BANK OF THE CHANNEL,
 AW6332'AND ON THE SIDE OF THE HIGHEST SPOIL PILE IN THE AREA.
 AW6332'
 AW6332'A STANDARD DISK, STAMPED RANGE M EXT 1955 AND SET IN THE TOP
 AW6332'OF AN 8-IN. CONCRETE POST PROJECTING 0.5 FT.
 AW6332'
 AW6332'THIS IS AN INTERSECTION STATION.
 AW6332
 AW6332                          STATION RECOVERY (2004)
 AW6332
 AW6332'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW6332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6334 ***********************************************************************
 AW6334  DESIGNATION -  HOUSTON SHIP CHAN RANGE J RLT
 AW6334  PID         -  AW6334
 AW6334  STATE/COUNTY-  TX/HARRIS
 AW6334  USGS QUAD   -  LA PORTE (1982)
 AW6334
 AW6334                         *CURRENT SURVEY CONTROL
 AW6334  ___________________________________________________________________
 AW6334* NAD 83(1993)-  29 43 54.42053(N)    095 01 51.92690(W)     ADJUSTED  
 AW6334* NAVD 88     -                                                        
 AW6334  ___________________________________________________________________
 AW6334  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW6334  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6334
 AW6334  HORZ ORDER  -  THIRD
 AW6334
 AW6334.The horizontal coordinates were established by classical geodetic methods
 AW6334.and adjusted by the National Geodetic Survey in February 1996..
 AW6334
 AW6334
 AW6334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6334
 AW6334.The geoid height was determined by GEOID03.
 AW6334
 AW6334;                    North         East     Units Scale Factor Converg.
 AW6334;SPC TXSC     - 4,216,913.894   983,853.856   MT  0.99988715   +1 56 39.9
 AW6334;SPC TXSC     -13,834,991.67  3,227,860.53   sFT  0.99988715   +1 56 39.9
 AW6334;UTM  15      - 3,290,792.627   303,560.297   MT  1.00007614   -1 00 27.4
 AW6334
 AW6334                          SUPERSEDED SURVEY CONTROL
 AW6334
 AW6334  NAD 83(1986)-  29 43 54.43624(N)    095 01 51.90785(W) AD(       ) 4
 AW6334  NAD 27      -  29 43 53.61475(N)    095 01 51.16262(W) AD(       ) 3
 AW6334
 AW6334.Superseded values are not recommended for survey control.
 AW6334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6334.See file dsdata.txt to determine how the superseded data were derived.
 AW6334
 AW6334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0356090793(NAD 83)
 AW6334_MARKER: 15 = RANGE MARKER
 AW6334
 AW6334  HISTORY     - Date     Condition        Report By
 AW6334  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6334  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6334
 AW6334                          STATION DESCRIPTION
 AW6334
 AW6334'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6334'LOCATED 0.6 MI. NW OF THE HUMBLE OIL CO. REFINERY AT BAYTOWN,
 AW6334'ALONG THE NE SIDE OF THE HOUSTON SHIP CHANNEL.  A RED LIGHT
 AW6334'AND RED RECTANGULAR DAYMARK ON A SKELETON STEEL TOWER.  LIGHT
 AW6334'WAS OBSERVED UPON.  LIGHT NO. 6525 IN THE LIGHT LIST.
 AW6334'
 AW6334'THIS IS AN INTERSECTION STATION.
 AW6334
 AW6334                          STATION RECOVERY (1996)
 AW6334
 AW6334'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6339 ***********************************************************************
 AW6339  DESIGNATION -  HOUSTON SHIP CHAN RANGE I RLT
 AW6339  PID         -  AW6339
 AW6339  STATE/COUNTY-  TX/HARRIS
 AW6339  USGS QUAD   -  LA PORTE (1982)
 AW6339
 AW6339                         *CURRENT SURVEY CONTROL
 AW6339  ___________________________________________________________________
 AW6339* NAD 83(1993)-  29 43 59.55242(N)    095 01 27.63933(W)     ADJUSTED  
 AW6339* NAVD 88     -                                                        
 AW6339  ___________________________________________________________________
 AW6339  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW6339  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6339
 AW6339  HORZ ORDER  -  THIRD
 AW6339
 AW6339.The horizontal coordinates were established by classical geodetic methods
 AW6339.and adjusted by the National Geodetic Survey in February 1996..
 AW6339
 AW6339
 AW6339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6339
 AW6339.The geoid height was determined by GEOID03.
 AW6339
 AW6339;                    North         East     Units Scale Factor Converg.
 AW6339;SPC TXSC     - 4,217,093.964   984,500.728   MT  0.99988732   +1 56 51.8
 AW6339;SPC TXSC     -13,835,582.45  3,229,982.81   sFT  0.99988732   +1 56 51.8
 AW6339;UTM  15      - 3,290,939.171   304,215.707   MT  1.00007297   -1 00 15.5
 AW6339
 AW6339                          SUPERSEDED SURVEY CONTROL
 AW6339
 AW6339  NAD 83(1986)-  29 43 59.56836(N)    095 01 27.62038(W) AD(       ) 4
 AW6339  NAD 27      -  29 43 58.74715(N)    095 01 26.87609(W) AD(       ) 3
 AW6339
 AW6339.Superseded values are not recommended for survey control.
 AW6339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6339.See file dsdata.txt to determine how the superseded data were derived.
 AW6339
 AW6339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0421690939(NAD 83)
 AW6339_MARKER: 15 = RANGE MARKER
 AW6339
 AW6339  HISTORY     - Date     Condition        Report By
 AW6339  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6339  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6339
 AW6339                          STATION DESCRIPTION
 AW6339
 AW6339'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6339'LOCATED 1.9 MI. N OF THE BAYTOWN TUNNEL, 0.5 MI. NW OF THE
 AW6339'HUMBLE OIL CO. REFINERY, ON THE NW BANK OF MITCHELL BAY.
 AW6339'A RED LIGHT AND RED RECTANGULAR DAYMARK ON A SKELETON STEEL
 AW6339'TOWER ON CONCRETE BLOCKS.  LIGHT WAS OBSERVED UPON.  LIGHT NO.
 AW6339'6519 IN THE LIGHT LIST.
 AW6339'
 AW6339'THIS IS AN INTERSECTION STATION.
 AW6339
 AW6339                          STATION RECOVERY (1996)
 AW6339
 AW6339'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6345 ***********************************************************************
 AW6345  DESIGNATION -  HOUSTON SHIP CHAN RANGE K EXT
 AW6345  PID         -  AW6345
 AW6345  STATE/COUNTY-  TX/HARRIS
 AW6345  USGS QUAD   -  LA PORTE (1982)
 AW6345
 AW6345                         *CURRENT SURVEY CONTROL
 AW6345  ___________________________________________________________________
 AW6345* NAD 83(1993)-  29 43 45.65953(N)    095 01 05.93438(W)     ADJUSTED  
 AW6345* NAVD 88     -                                                        
 AW6345  ___________________________________________________________________
 AW6345  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW6345  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6345
 AW6345  HORZ ORDER  -  THIRD
 AW6345
 AW6345.The horizontal coordinates were established by classical geodetic methods
 AW6345.and adjusted by the National Geodetic Survey in February 1996..
 AW6345
 AW6345
 AW6345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6345
 AW6345.The geoid height was determined by GEOID03.
 AW6345
 AW6345;                    North         East     Units Scale Factor Converg.
 AW6345;SPC TXSC     - 4,216,686.320   985,098.165   MT  0.99988686   +1 57 02.4
 AW6345;SPC TXSC     -13,834,245.03  3,231,942.90   sFT  0.99988686   +1 57 02.4
 AW6345;UTM  15      - 3,290,501.220   304,791.464   MT  1.00007019   -1 00 04.3
 AW6345
 AW6345                          SUPERSEDED SURVEY CONTROL
 AW6345
 AW6345  NAD 83(1986)-  29 43 45.67543(N)    095 01 05.91537(W) AD(       ) 4
 AW6345  NAD 27      -  29 43 44.85590(N)    095 01 05.17450(W) AD(       ) 3
 AW6345
 AW6345.Superseded values are not recommended for survey control.
 AW6345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6345.See file dsdata.txt to determine how the superseded data were derived.
 AW6345
 AW6345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0479190501(NAD 83)
 AW6345_MARKER: 15 = RANGE MARKER
 AW6345
 AW6345  HISTORY     - Date     Condition        Report By
 AW6345  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6345  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6345
 AW6345                          STATION DESCRIPTION
 AW6345
 AW6345'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6346 ***********************************************************************
 AW6346  DESIGNATION -  HOUSTON SHIP CHAN RANGE P RLT
 AW6346  PID         -  AW6346
 AW6346  STATE/COUNTY-  TX/HARRIS
 AW6346  USGS QUAD   -  LA PORTE (1982)
 AW6346
 AW6346                         *CURRENT SURVEY CONTROL
 AW6346  ___________________________________________________________________
 AW6346* NAD 83(1993)-  29 43 43.38739(N)    095 02 39.41753(W)     ADJUSTED  
 AW6346* NAVD 88     -                                                        
 AW6346  ___________________________________________________________________
 AW6346  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AW6346  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6346
 AW6346  HORZ ORDER  -  THIRD
 AW6346
 AW6346.The horizontal coordinates were established by classical geodetic methods
 AW6346.and adjusted by the National Geodetic Survey in February 1996..
 AW6346
 AW6346
 AW6346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6346
 AW6346.The geoid height was determined by GEOID03.
 AW6346
 AW6346;                    North         East     Units Scale Factor Converg.
 AW6346;SPC TXSC     - 4,216,531.179   982,589.978   MT  0.99988678   +1 56 16.6
 AW6346;SPC TXSC     -13,833,736.04  3,223,713.95   sFT  0.99988678   +1 56 16.6
 AW6346;UTM  15      - 3,290,475.447   302,278.141   MT  1.00008238   -1 00 50.7
 AW6346
 AW6346                          SUPERSEDED SURVEY CONTROL
 AW6346
 AW6346  NAD 83(1986)-  29 43 43.40305(N)    095 02 39.39847(W) AD(       ) 4
 AW6346  NAD 27      -  29 43 42.58019(N)    095 02 38.65085(W) AD(       ) 3
 AW6346
 AW6346.Superseded values are not recommended for survey control.
 AW6346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6346.See file dsdata.txt to determine how the superseded data were derived.
 AW6346
 AW6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0227890475(NAD 83)
 AW6346_MARKER: 15 = RANGE MARKER
 AW6346
 AW6346  HISTORY     - Date     Condition        Report By
 AW6346  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6346  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6346  HISTORY     - 19980323 GOOD             USPSQD
 AW6346
 AW6346                          STATION DESCRIPTION
 AW6346
 AW6346'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6346'LOCATED 1.3 MI. W OF THE HUMBLE OIL CO. REFINERY AT BAYTOWN,
 AW6346'ON THE S BANK OF THE HOUSTON SHIP CHANNEL.  A GREEN LIGHT AND
 AW6346'BLACK RECTANGULAR DAYMARK ON A SKELETON STEEL TOWER ON MUDSILLS.
 AW6346'LIGHT WAS OBSERVED UPON.  LIGHT NO. 6537 IN THE LIGHT LIST.
 AW6346'
 AW6346'THIS IS AN INTERSECTION STATION.
 AW6346
 AW6346                          STATION RECOVERY (1996)
 AW6346
 AW6346'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6346'MARK NOT FOUND.
 AW6346
 AW6346                          STATION RECOVERY (1998)
 AW6346
 AW6346'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6347 ***********************************************************************
 AW6347  DESIGNATION -  HOUSTON SHIP CHAN RANGE O EXT
 AW6347  PID         -  AW6347
 AW6347  STATE/COUNTY-  TX/HARRIS
 AW6347  USGS QUAD   -  LA PORTE (1982)
 AW6347
 AW6347                         *CURRENT SURVEY CONTROL
 AW6347  ___________________________________________________________________
 AW6347* NAD 83(1993)-  29 43 41.13388(N)    095 02 34.09211(W)     ADJUSTED  
 AW6347* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6347  ___________________________________________________________________
 AW6347  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AW6347  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6347
 AW6347  HORZ ORDER  -  THIRD
 AW6347
 AW6347.The horizontal coordinates were established by classical geodetic methods
 AW6347.and adjusted by the National Geodetic Survey in February 1996..
 AW6347
 AW6347.The orthometric height was scaled from a topographic map.
 AW6347
 AW6347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6347
 AW6347.The geoid height was determined by GEOID03.
 AW6347
 AW6347;                    North         East     Units Scale Factor Converg.
 AW6347;SPC TXSC     - 4,216,466.678   982,735.345   MT  0.99988671   +1 56 19.3
 AW6347;SPC TXSC     -13,833,524.43  3,224,190.88   sFT  0.99988671   +1 56 19.3
 AW6347;UTM  15      - 3,290,403.532   302,420.020   MT  1.00008168   -1 00 48.0
 AW6347
 AW6347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6347!SPC TXSC     -   1.00000411  x   0.99988671  =   0.99989082
 AW6347!UTM  15      -   1.00000411  x   1.00008168  =   1.00008579
 AW6347
 AW6347                          SUPERSEDED SURVEY CONTROL
 AW6347
 AW6347  NAD 83(1986)-  29 43 41.14958(N)    095 02 34.07303(W) AD(       ) 4
 AW6347  NAD 27      -  29 43 40.32687(N)    095 02 33.32571(W) AD(       ) 3
 AW6347
 AW6347.Superseded values are not recommended for survey control.
 AW6347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6347.See file dsdata.txt to determine how the superseded data were derived.
 AW6347
 AW6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0242090404(NAD 83)
 AW6347_MARKER: DS = TRIANGULATION STATION DISK
 AW6347_SETTING: 0 = UNSPECIFIED SETTING
 AW6347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6347
 AW6347  HISTORY     - Date     Condition        Report By
 AW6347  HISTORY     - 1955     MONUMENTED       CGS
 AW6347  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6347
 AW6347                          STATION DESCRIPTION
 AW6347
 AW6347'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6347'LOCATED 1.3 MI. W OF THE HUMBLE OIL CO. REFINERY AT BAYTOWN,
 AW6347'ALONG THE S BANK OF THE HOUSTON SHIP CHANNEL, 480 FT. SE OF
 AW6347'REAR RANGE P, 345 FT. S OF THE S BANK OF THE CHANNEL, AND
 AW6347'190 FT. NW OF A POWERLINE POLE.  STATION IS SET IN TOP OF A
 AW6347'PILE OF SPOIL.
 AW6347'
 AW6347'A STANDARD DISK, STAMPED RANGE O EXT 1955 AND SET IN THE TOP
 AW6347'OF AN 8-IN. CONCRETE POST PROJECTING 1 FT.
 AW6347'
 AW6347'THIS IS AN INTERSECTION STATION.
 AW6347
 AW6347                          STATION RECOVERY (1996)
 AW6347
 AW6347'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6350 ***********************************************************************
 AW6350  DESIGNATION -  HOUSTON SHIP CHAN RANGE G RLT
 AW6350  PID         -  AW6350
 AW6350  STATE/COUNTY-  TX/HARRIS
 AW6350  USGS QUAD   -  LA PORTE (1982)
 AW6350
 AW6350                         *CURRENT SURVEY CONTROL
 AW6350  ___________________________________________________________________
 AW6350* NAD 83(1993)-  29 44 01.56048(N)    095 01 12.87281(W)     ADJUSTED  
 AW6350* NAVD 88     -                                                        
 AW6350  ___________________________________________________________________
 AW6350  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW6350  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6350
 AW6350  HORZ ORDER  -  THIRD
 AW6350
 AW6350.The horizontal coordinates were established by classical geodetic methods
 AW6350.and adjusted by the National Geodetic Survey in February 1996..
 AW6350
 AW6350
 AW6350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6350
 AW6350.The geoid height was determined by GEOID03.
 AW6350
 AW6350;                    North         East     Units Scale Factor Converg.
 AW6350;SPC TXSC     - 4,217,169.244   984,895.173   MT  0.99988739   +1 56 59.0
 AW6350;SPC TXSC     -13,835,829.43  3,231,276.91   sFT  0.99988739   +1 56 59.0
 AW6350;UTM  15      - 3,290,994.047   304,613.580   MT  1.00007105   -1 00 08.3
 AW6350
 AW6350                          SUPERSEDED SURVEY CONTROL
 AW6350
 AW6350  NAD 83(1986)-  29 44 01.57635(N)    095 01 12.85387(W) AD(       ) 4
 AW6350  NAD 27      -  29 44 00.75471(N)    095 01 12.11026(W) AD(       ) 3
 AW6350
 AW6350.Superseded values are not recommended for survey control.
 AW6350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6350.See file dsdata.txt to determine how the superseded data were derived.
 AW6350
 AW6350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0461490994(NAD 83)
 AW6350_MARKER: 15 = RANGE MARKER
 AW6350
 AW6350  HISTORY     - Date     Condition        Report By
 AW6350  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6350  HISTORY     - 19960630 GOOD             USPSQD
 AW6350
 AW6350                          STATION DESCRIPTION
 AW6350
 AW6350'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6350'LOCATED 1.9 MI. N OF THE BAYTOWN TUNNEL AT THE BAYTOWN REFINERY,
 AW6350'ON THE HUMBLE OIL CO. GOLF COURSE, APPROXIMATELY 250 FT. S
 AW6350'OF MARKET STREET ROAD, AND APPROXIMATELY 350 FT. N OF THE
 AW6350'BANK OF MITCHELL BAY.  A GREEN LIGHT AND WHITE RECTANGULAR
 AW6350'DAYMARK ON A SKELETON STEEL TOWER ON CONCRETE BLOCKS.  LIGHT
 AW6350'WAS OBSERVED UPON.  LIGHT NO. 6515 IN THE LIGHT LIST.
 AW6350'
 AW6350'THIS IS AN INTERSECTION STATION.
 AW6350
 AW6350                          STATION RECOVERY (1996)
 AW6350
 AW6350'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6352 ***********************************************************************
 AW6352  DESIGNATION -  HOUSTON SHIP CHAN RANGE N FLT
 AW6352  PID         -  AW6352
 AW6352  STATE/COUNTY-  TX/HARRIS
 AW6352  USGS QUAD   -  LA PORTE (1982)
 AW6352
 AW6352                         *CURRENT SURVEY CONTROL
 AW6352  ___________________________________________________________________
 AW6352* NAD 83(1993)-  29 43 44.81393(N)    095 02 18.18517(W)     ADJUSTED  
 AW6352* NAVD 88     -                                                        
 AW6352  ___________________________________________________________________
 AW6352  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AW6352  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6352
 AW6352  HORZ ORDER  -  THIRD
 AW6352
 AW6352.The horizontal coordinates were established by classical geodetic methods
 AW6352.and adjusted by the National Geodetic Survey in February 1996..
 AW6352
 AW6352
 AW6352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6352
 AW6352.The geoid height was determined by GEOID03.
 AW6352
 AW6352;                    North         East     Units Scale Factor Converg.
 AW6352;SPC TXSC     - 4,216,594.382   983,158.705   MT  0.99988683   +1 56 27.0
 AW6352;SPC TXSC     -13,833,943.40  3,225,579.85   sFT  0.99988683   +1 56 27.0
 AW6352;UTM  15      - 3,290,509.284   302,849.479   MT  1.00007959   -1 00 40.2
 AW6352
 AW6352                          SUPERSEDED SURVEY CONTROL
 AW6352
 AW6352  NAD 83(1986)-  29 43 44.82963(N)    095 02 18.16611(W) AD(       ) 4
 AW6352  NAD 27      -  29 43 44.00661(N)    095 02 17.41999(W) AD(       ) 3
 AW6352
 AW6352.Superseded values are not recommended for survey control.
 AW6352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6352.See file dsdata.txt to determine how the superseded data were derived.
 AW6352
 AW6352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0284990509(NAD 83)
 AW6352_MARKER: 15 = RANGE MARKER
 AW6352
 AW6352  HISTORY     - Date     Condition        Report By
 AW6352  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6352  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6352  HISTORY     - 19980323 GOOD             USPSQD
 AW6352
 AW6352                          STATION DESCRIPTION
 AW6352
 AW6352'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6352'LOCATED 1.0 MI. W OF THE HUMBLE OIL CO. REFINERY AT BAYTOWN,
 AW6352'ON THE S BANK OF THE HOUSTON SHIP CHANNEL.  A GREEN LIGHT AND
 AW6352'BLACK TRIANGULAR DAYMARK ON A SKELETON STEEL TOWER.  LIGHT
 AW6352'WAS OBSERVED UPON.  LIGHT NO. 6532 IN THE LIGHT LIST.
 AW6352'
 AW6352'THIS IS AN INTERSECTION STATION.
 AW6352
 AW6352                          STATION RECOVERY (1996)
 AW6352
 AW6352'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6352'MARK NOT FOUND.
 AW6352
 AW6352                          STATION RECOVERY (1998)
 AW6352
 AW6352'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6353 ***********************************************************************
 AW6353  DESIGNATION -  HOUSTON SHIP CHAN RANGE N RLT
 AW6353  PID         -  AW6353
 AW6353  STATE/COUNTY-  TX/HARRIS
 AW6353  USGS QUAD   -  LA PORTE (1982)
 AW6353
 AW6353                         *CURRENT SURVEY CONTROL
 AW6353  ___________________________________________________________________
 AW6353* NAD 83(1993)-  29 43 42.27763(N)    095 02 10.80164(W)     ADJUSTED  
 AW6353* NAVD 88     -                                                        
 AW6353  ___________________________________________________________________
 AW6353  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AW6353  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6353
 AW6353  HORZ ORDER  -  THIRD
 AW6353
 AW6353.The horizontal coordinates were established by classical geodetic methods
 AW6353.and adjusted by the National Geodetic Survey in February 1996..
 AW6353
 AW6353
 AW6353.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6353
 AW6353.The geoid height was determined by GEOID03.
 AW6353
 AW6353;                    North         East     Units Scale Factor Converg.
 AW6353;SPC TXSC     - 4,216,523.061   983,359.642   MT  0.99988674   +1 56 30.7
 AW6353;SPC TXSC     -13,833,709.41  3,226,239.09   sFT  0.99988674   +1 56 30.7
 AW6353;UTM  15      - 3,290,427.694   303,046.513   MT  1.00007863   -1 00 36.4
 AW6353
 AW6353                          SUPERSEDED SURVEY CONTROL
 AW6353
 AW6353  NAD 83(1986)-  29 43 42.29333(N)    095 02 10.78257(W) AD(       ) 4
 AW6353  NAD 27      -  29 43 41.47018(N)    095 02 10.03670(W) AD(       ) 3
 AW6353
 AW6353.Superseded values are not recommended for survey control.
 AW6353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6353.See file dsdata.txt to determine how the superseded data were derived.
 AW6353
 AW6353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0304790428(NAD 83)
 AW6353_MARKER: 15 = RANGE MARKER
 AW6353
 AW6353  HISTORY     - Date     Condition        Report By
 AW6353  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6353  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6353  HISTORY     - 19980323 GOOD             USPSQD
 AW6353
 AW6353                          STATION DESCRIPTION
 AW6353
 AW6353'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6353'LOCATED 0.8 MI. W OF THE HUMBLE OIL CO. REFINERY AT BAYTOWN,
 AW6353'ON THE S BANK OF THE HOUSTON SHIP CHANNEL.  A GREEN LIGHT
 AW6353'AND BLACK RECTANGULAR DAYMARK ON A SKELETON STEEL TOWER ON A
 AW6353'CONCRETE BLOCK.  LIGHT WAS OBSERVED UPON.  LIGHT NO. 6533 IN
 AW6353'THE LIGHT LIST.
 AW6353'
 AW6353'THIS IS AN INTERSECTION STATION.
 AW6353
 AW6353                          STATION RECOVERY (1996)
 AW6353
 AW6353'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6353'MARK NOT FOUND.
 AW6353
 AW6353                          STATION RECOVERY (1998)
 AW6353
 AW6353'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6356 ***********************************************************************
 AW6356  DESIGNATION -  HOUSTON SHIP CHAN RANGE C FLT
 AW6356  PID         -  AW6356
 AW6356  STATE/COUNTY-  TX/HARRIS
 AW6356  USGS QUAD   -  LA PORTE (1982)
 AW6356
 AW6356                         *CURRENT SURVEY CONTROL
 AW6356  ___________________________________________________________________
 AW6356* NAD 83(1993)-  29 42 12.77289(N)    095 00 19.67490(W)     ADJUSTED  
 AW6356* NAVD 88     -                                                        
 AW6356  ___________________________________________________________________
 AW6356  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AW6356  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6356
 AW6356  HORZ ORDER  -  THIRD
 AW6356
 AW6356.The horizontal coordinates were established by classical geodetic methods
 AW6356.and adjusted by the National Geodetic Survey in February 1996..
 AW6356
 AW6356
 AW6356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6356
 AW6356.The geoid height was determined by GEOID03.
 AW6356
 AW6356;                    North         East     Units Scale Factor Converg.
 AW6356;SPC TXSC     - 4,213,870.622   986,438.144   MT  0.99988387   +1 57 25.1
 AW6356;SPC TXSC     -13,825,007.20  3,236,339.14   sFT  0.99988387   +1 57 25.1
 AW6356;UTM  15      - 3,287,619.737   305,984.904   MT  1.00006446   -0 59 38.6
 AW6356
 AW6356                          SUPERSEDED SURVEY CONTROL
 AW6356
 AW6356  NAD 83(1986)-  29 42 12.78907(N)    095 00 19.65590(W) AD(       ) 4
 AW6356  NAD 27      -  29 42 11.97009(N)    095 00 18.92021(W) AD(       ) 3
 AW6356
 AW6356.Superseded values are not recommended for survey control.
 AW6356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6356.See file dsdata.txt to determine how the superseded data were derived.
 AW6356
 AW6356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0598587620(NAD 83)
 AW6356_MARKER: 15 = RANGE MARKER
 AW6356
 AW6356  HISTORY     - Date     Condition        Report By
 AW6356  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6356  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6356
 AW6356                          STATION DESCRIPTION
 AW6356
 AW6356'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6356'LOCATED 2 MI. N OF MORGAN POINT, ALONG THE E BANK OF THE
 AW6356'HOUSTON SHIP CHANNEL.  A RED LIGHT AND RED TRIANGULAR DAYMARK
 AW6356'ON A SKELETON STEEL TOWER.  LIGHT WAS OBSERVED UPON.  LIGHT
 AW6356'NO. 6503 IN THE LIGHT LIST.
 AW6356'
 AW6356'THIS IS AN INTERSECTION STATION.
 AW6356
 AW6356                          STATION RECOVERY (1996)
 AW6356
 AW6356'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6357 ***********************************************************************
 AW6357  DESIGNATION -  HOUSTON SHIP CHAN RANGE L RLT
 AW6357  PID         -  AW6357
 AW6357  STATE/COUNTY-  TX/HARRIS
 AW6357  USGS QUAD   -  LA PORTE (1982)
 AW6357
 AW6357                         *CURRENT SURVEY CONTROL
 AW6357  ___________________________________________________________________
 AW6357* NAD 83(1993)-  29 43 44.83859(N)    095 01 09.50453(W)     ADJUSTED  
 AW6357* NAVD 88     -                                                        
 AW6357  ___________________________________________________________________
 AW6357  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW6357  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6357
 AW6357  HORZ ORDER  -  THIRD
 AW6357
 AW6357.The horizontal coordinates were established by classical geodetic methods
 AW6357.and adjusted by the National Geodetic Survey in February 1996..
 AW6357
 AW6357
 AW6357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6357
 AW6357.The geoid height was determined by GEOID03.
 AW6357
 AW6357;                    North         East     Units Scale Factor Converg.
 AW6357;SPC TXSC     - 4,216,657.795   985,003.146   MT  0.99988683   +1 57 00.7
 AW6357;SPC TXSC     -13,834,151.45  3,231,631.15   sFT  0.99988683   +1 57 00.7
 AW6357;UTM  15      - 3,290,477.621   304,695.085   MT  1.00007065   -1 00 06.1
 AW6357
 AW6357                          SUPERSEDED SURVEY CONTROL
 AW6357
 AW6357  NAD 83(1986)-  29 43 44.85457(N)    095 01 09.48556(W) AD(       ) 4
 AW6357  NAD 27      -  29 43 44.03398(N)    095 01 08.74199(W) AD(       ) 3
 AW6357
 AW6357.Superseded values are not recommended for survey control.
 AW6357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6357.See file dsdata.txt to determine how the superseded data were derived.
 AW6357
 AW6357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0469590478(NAD 83)
 AW6357_MARKER: 15 = RANGE MARKER
 AW6357
 AW6357  HISTORY     - Date     Condition        Report By
 AW6357  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6357  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6357
 AW6357                          STATION DESCRIPTION
 AW6357
 AW6357'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6357'LOCATED 1.5 MI. N OF THE BAYTOWN TUNNEL, AT THE HUMBLE OIL
 AW6357'CO. REFINERY, APPROXIMATELY 200 FT. NE OF THE SHORE END
 AW6357'OF PIER 2.  A RED LIGHT AND RED RECTANGULAR DAYMARK ON A
 AW6357'SKELETON STEEL TOWER ON A CONCRETE BLOCK.  LIGHT WAS OBSERVED
 AW6357'UPON.  LIGHT NO. 6529 IN THE LIGHT LIST.
 AW6357'
 AW6357'THIS IS AN INTERSECTION STATION.
 AW6357
 AW6357                          STATION RECOVERY (1996)
 AW6357
 AW6357'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6365 ***********************************************************************
 AW6365  DESIGNATION -  HOUSTON SHIP CHAN RANGE F EXT
 AW6365  PID         -  AW6365
 AW6365  STATE/COUNTY-  TX/HARRIS
 AW6365  USGS QUAD   -  LA PORTE (1982)
 AW6365
 AW6365                         *CURRENT SURVEY CONTROL
 AW6365  ___________________________________________________________________
 AW6365* NAD 83(1993)-  29 42 11.20032(N)    095 01 13.48005(W)     ADJUSTED  
 AW6365* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6365  ___________________________________________________________________
 AW6365  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW6365  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6365
 AW6365  HORZ ORDER  -  THIRD
 AW6365
 AW6365.The horizontal coordinates were established by classical geodetic methods
 AW6365.and adjusted by the National Geodetic Survey in February 1996..
 AW6365
 AW6365.The orthometric height was scaled from a topographic map.
 AW6365
 AW6365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6365
 AW6365.The geoid height was determined by GEOID03.
 AW6365
 AW6365;                    North         East     Units Scale Factor Converg.
 AW6365;SPC TXSC     - 4,213,772.941   984,994.461   MT  0.99988382   +1 56 58.7
 AW6365;SPC TXSC     -13,824,686.72  3,231,602.66   sFT  0.99988382   +1 56 58.7
 AW6365;UTM  15      - 3,287,596.507   304,537.840   MT  1.00007141   -1 00 05.2
 AW6365
 AW6365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6365!SPC TXSC     -   1.00000411  x   0.99988382  =   0.99988793
 AW6365!UTM  15      -   1.00000411  x   1.00007141  =   1.00007552
 AW6365
 AW6365                          SUPERSEDED SURVEY CONTROL
 AW6365
 AW6365  NAD 83(1986)-  29 42 11.21634(N)    095 01 13.46073(W) AD(       ) 4
 AW6365  NAD 27      -  29 42 10.39228(N)    095 01 12.71655(W) AD(       ) 3
 AW6365
 AW6365.Superseded values are not recommended for survey control.
 AW6365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6365.See file dsdata.txt to determine how the superseded data were derived.
 AW6365
 AW6365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0453887597(NAD 83)
 AW6365_MARKER: DS = TRIANGULATION STATION DISK
 AW6365_SETTING: 0 = UNSPECIFIED SETTING
 AW6365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6365
 AW6365  HISTORY     - Date     Condition        Report By
 AW6365  HISTORY     - 1955     MONUMENTED       CGS
 AW6365  HISTORY     - 19980114 GOOD             USPSQD
 AW6365
 AW6365                          STATION DESCRIPTION
 AW6365
 AW6365'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6365'LOCATED 1.3 MI. S OF THE HUMBLE OIL CO. REFINERY AT BAYTOWN,
 AW6365'AT THE BAYTOWN TUNNEL CROSSING, ON THE SW BANK OF THE HOUSTON
 AW6365'SHIP CHANNEL, APPROXIMATELY 110 FT. SE OF RANGE E FRONT
 AW6365'AND RANGE H REAR LIGHT, AND 15 FT. S OF THE BANK OF THE
 AW6365'CHANNEL.
 AW6365'
 AW6365'A STANDARD DISK, STAMPED RANGES F AND G EXT 1955 AND SET
 AW6365'IN THE TOP OF AN 8-IN. CONCRETE POST PROJECTING 2 IN.
 AW6365'
 AW6365'THIS IS AN INTERSECTION STATION.
 AW6365
 AW6365                          STATION RECOVERY (1998)
 AW6365
 AW6365'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6366 ***********************************************************************
 AW6366  DESIGNATION -  HOUSTON SHIP CHAN RANGE Q EXT
 AW6366  PID         -  AW6366
 AW6366  STATE/COUNTY-  TX/HARRIS
 AW6366  USGS QUAD   -  LA PORTE (1982)
 AW6366
 AW6366                         *CURRENT SURVEY CONTROL
 AW6366  ___________________________________________________________________
 AW6366* NAD 83(1993)-  29 43 53.16700(N)    095 03 10.31045(W)     ADJUSTED  
 AW6366* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6366  ___________________________________________________________________
 AW6366  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6366  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6366
 AW6366  HORZ ORDER  -  THIRD
 AW6366
 AW6366.The horizontal coordinates were established by classical geodetic methods
 AW6366.and adjusted by the National Geodetic Survey in February 1996..
 AW6366
 AW6366.The orthometric height was scaled from a topographic map.
 AW6366
 AW6366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6366
 AW6366.The geoid height was determined by GEOID03.
 AW6366
 AW6366;                    North         East     Units Scale Factor Converg.
 AW6366;SPC TXSC     - 4,216,804.055   981,750.159   MT  0.99988711   +1 56 01.5
 AW6366;SPC TXSC     -13,834,631.30  3,220,958.65   sFT  0.99988711   +1 56 01.5
 AW6366;UTM  15      - 3,290,791.276   301,453.327   MT  1.00008641   -1 01 06.3
 AW6366
 AW6366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6366!SPC TXSC     -   1.00000411  x   0.99988711  =   0.99989122
 AW6366!UTM  15      -   1.00000411  x   1.00008641  =   1.00009052
 AW6366
 AW6366                          SUPERSEDED SURVEY CONTROL
 AW6366
 AW6366  NAD 83(1986)-  29 43 53.18267(N)    095 03 10.29145(W) AD(       ) 4
 AW6366  NAD 27      -  29 43 52.36003(N)    095 03 09.54350(W) AD(       ) 3
 AW6366
 AW6366.Superseded values are not recommended for survey control.
 AW6366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6366.See file dsdata.txt to determine how the superseded data were derived.
 AW6366
 AW6366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0145390791(NAD 83)
 AW6366_MARKER: DS = TRIANGULATION STATION DISK
 AW6366_SETTING: 0 = UNSPECIFIED SETTING
 AW6366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6366
 AW6366  HISTORY     - Date     Condition        Report By
 AW6366  HISTORY     - 1955     MONUMENTED       CGS
 AW6366  HISTORY     - 1964     GOOD             CGS
 AW6366  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6366
 AW6366                          STATION DESCRIPTION
 AW6366
 AW6366'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6366'LOCATED 2 MI. W OF THE HUMBLE OIL CO. REFINERY AT BAYTOWN, ON
 AW6366'THE S BANK OF THE HOUSTON SHIP CHANNEL, APPROXIMATELY 450
 AW6366'FT. INSHORE AND 150 FT. SE OF RANGE R REAR LIGHT.  STATION
 AW6366'IS SET IN A LOW SAND RIDGE.
 AW6366'
 AW6366'A STANDARD DISK, STAMPED RANGES Q AND L EXT 1955 AND SET
 AW6366'IN THE TOP OF AN 8-IN. CONCRETE POST PROJECTING 1 FT.  STATION
 AW6366'WAS SET EXACTLY ON LINE WITH RANGE Q AND RANGE L.
 AW6366'
 AW6366'THIS IS AN INTERSECTION STATION.
 AW6366
 AW6366                          STATION RECOVERY (1964)
 AW6366
 AW6366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 AW6366'ABOUT 2.8 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM
 AW6366'THE SOUTH FERRY LANDING AT LYNCHBURG, ABOUT 0.25 MILE NORTHWEST
 AW6366'ACROSS A NARROW CHANNEL FROM BENCH MARK F 1148 1959 WHICH IS ON
 AW6366'THE NORTHWEST END OF ALEXANDER ISLAND, 79 YARDS SOUTHWEST OF
 AW6366'THE HIGH WATER LINE OF THE SHIP CHANNEL, 81 YARDS SOUTHEAST
 AW6366'OF THE SOUTHEAST LEG OF RANGE LIGHT K AND T, 137 FEET NORTHWEST
 AW6366'OF THE HIGH WATER LINE OF A CHANNEL INTO HOUSTON LIGHTING AND
 AW6366'POWER COMPANY, ABOUT 122 YARDS SOUTHEAST OF THE CENTER LINE
 AW6366'OF A CLAY ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 AW6366'AND SET IN THE TOP OF A 6-INCH CONCRETE TILE FILLED WITH
 AW6366'CONCRETE AND PROJECTING 1 FOOT.
 AW6366
 AW6366                          STATION RECOVERY (1996)
 AW6366
 AW6366'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6367 ***********************************************************************
 AW6367  DESIGNATION -  HOUSTON SHIP CHAN RANGE I FLT
 AW6367  PID         -  AW6367
 AW6367  STATE/COUNTY-  TX/HARRIS
 AW6367  USGS QUAD   -  LA PORTE (1982)
 AW6367
 AW6367                         *CURRENT SURVEY CONTROL
 AW6367  ___________________________________________________________________
 AW6367* NAD 83(1993)-  29 43 45.75840(N)    095 01 22.81309(W)     ADJUSTED  
 AW6367* NAVD 88     -                                                        
 AW6367  ___________________________________________________________________
 AW6367  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW6367  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6367
 AW6367  HORZ ORDER  -  THIRD
 AW6367
 AW6367.The horizontal coordinates were established by classical geodetic methods
 AW6367.and adjusted by the National Geodetic Survey in February 1996..
 AW6367
 AW6367
 AW6367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6367
 AW6367.The geoid height was determined by GEOID03.
 AW6367
 AW6367;                    North         East     Units Scale Factor Converg.
 AW6367;SPC TXSC     - 4,216,673.933   984,644.774   MT  0.99988686   +1 56 54.2
 AW6367;SPC TXSC     -13,834,204.40  3,230,455.40   sFT  0.99988686   +1 56 54.2
 AW6367;UTM  15      - 3,290,512.200   304,337.953   MT  1.00007238   -1 00 12.7
 AW6367
 AW6367                          SUPERSEDED SURVEY CONTROL
 AW6367
 AW6367  NAD 83(1986)-  29 43 45.77437(N)    095 01 22.79408(W) AD(       ) 4
 AW6367  NAD 27      -  29 43 44.94943(N)    095 01 22.05035(W) AD(       ) 3
 AW6367
 AW6367.Superseded values are not recommended for survey control.
 AW6367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6367.See file dsdata.txt to determine how the superseded data were derived.
 AW6367
 AW6367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0433890512(NAD 83)
 AW6367_MARKER: 15 = RANGE MARKER
 AW6367
 AW6367  HISTORY     - Date     Condition        Report By
 AW6367  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6367  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6367  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 AW6367
 AW6367                          STATION DESCRIPTION
 AW6367
 AW6367'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6367'LOCATED 1.5 MI. N OF THE BAYTOWN TUNNEL, AT THE HUMBLE OIL
 AW6367'CO. REFINERY, APPROXIMATELY 300 FT. NW OF THE SW END OF
 AW6367'PIER 5.  A RED LIGHT AND RED TRIANGULAR DAYMARK ON A SKELETON
 AW6367'STEEL TOWER ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHTS NO. 6518
 AW6367'AND NO. 6528 IN THE LIGHT LIST.
 AW6367'
 AW6367'THIS IS AN INTERSECTION STATION.
 AW6367
 AW6367                          STATION RECOVERY (1996)
 AW6367
 AW6367'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6367'MARK NOT FOUND.
 AW6367
 AW6367                          STATION RECOVERY (1997)
 AW6367
 AW6367'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6369 ***********************************************************************
 AW6369  DESIGNATION -  HOUSTON SHIP CHAN RANGE G FLT
 AW6369  PID         -  AW6369
 AW6369  STATE/COUNTY-  TX/HARRIS
 AW6369  USGS QUAD   -  LA PORTE (1982)
 AW6369
 AW6369                         *CURRENT SURVEY CONTROL
 AW6369  ___________________________________________________________________
 AW6369* NAD 83(1993)-  29 43 50.90800(N)    095 01 12.93769(W)     ADJUSTED  
 AW6369* NAVD 88     -                                                        
 AW6369  ___________________________________________________________________
 AW6369  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW6369  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW6369
 AW6369  HORZ ORDER  -  THIRD
 AW6369
 AW6369.The horizontal coordinates were established by classical geodetic methods
 AW6369.and adjusted by the National Geodetic Survey in February 1996..
 AW6369
 AW6369
 AW6369.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6369
 AW6369.The geoid height was determined by GEOID03.
 AW6369
 AW6369;                    North         East     Units Scale Factor Converg.
 AW6369;SPC TXSC     - 4,216,841.410   984,904.589   MT  0.99988703   +1 56 59.0
 AW6369;SPC TXSC     -13,834,753.86  3,231,307.81   sFT  0.99988703   +1 56 59.0
 AW6369;UTM  15      - 3,290,666.103   304,606.098   MT  1.00007108   -1 00 08.0
 AW6369
 AW6369                          SUPERSEDED SURVEY CONTROL
 AW6369
 AW6369  NAD 83(1986)-  29 43 50.92396(N)    095 01 12.91874(W) AD(       ) 4
 AW6369  NAD 27      -  29 43 50.10399(N)    095 01 12.17515(W) AD(       ) 3
 AW6369
 AW6369.Superseded values are not recommended for survey control.
 AW6369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6369.See file dsdata.txt to determine how the superseded data were derived.
 AW6369
 AW6369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0460690666(NAD 83)
 AW6369_MARKER: 15 = RANGE MARKER
 AW6369
 AW6369  HISTORY     - Date     Condition        Report By
 AW6369  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6369  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6369
 AW6369                          STATION DESCRIPTION
 AW6369
 AW6369'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6369'LOCATED 1.6 MI. N OF THE BAYTOWN TUNNEL AT THE HUMBLE OIL
 AW6369'CO. REFINERY, AND APPROXIMATELY 600 FT. N OF PIER NO. 5.
 AW6369'A GREEN LIGHT AND WHITE RECTANGULAR DAYMARK ON A SKELETON
 AW6369'STEEL TOWER ON PILES.  LIGHT WAS OBSERVED UPON.  LIGHT NO.
 AW6369'6514 IN THE LIGHT LIST.
 AW6369'
 AW6369'THIS IS AN INTERSECTION STATION.
 AW6369
 AW6369                          STATION RECOVERY (1996)
 AW6369
 AW6369'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6370 ***********************************************************************
 AW6370  DESIGNATION -  HOUSTON SHIP CHAN RANGE M FLT
 AW6370  PID         -  AW6370
 AW6370  STATE/COUNTY-  TX/HARRIS
 AW6370  USGS QUAD   -  LA PORTE (1982)
 AW6370
 AW6370                         *CURRENT SURVEY CONTROL
 AW6370  ___________________________________________________________________
 AW6370* NAD 83(1993)-  29 44 07.96181(N)    095 03 22.59992(W)     ADJUSTED  
 AW6370* NAVD 88     -                                                        
 AW6370  ___________________________________________________________________
 AW6370  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AW6370  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6370
 AW6370  HORZ ORDER  -  THIRD
 AW6370
 AW6370.The horizontal coordinates were established by classical geodetic methods
 AW6370.and adjusted by the National Geodetic Survey in February 1996..
 AW6370
 AW6370
 AW6370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6370
 AW6370.The geoid height was determined by GEOID03.
 AW6370
 AW6370;                    North         East     Units Scale Factor Converg.
 AW6370;SPC TXSC     - 4,217,248.155   981,404.765   MT  0.99988760   +1 55 55.5
 AW6370;SPC TXSC     -13,836,088.32  3,219,825.47   sFT  0.99988760   +1 55 55.5
 AW6370;UTM  15      - 3,291,252.668   301,131.199   MT  1.00008799   -1 01 12.9
 AW6370
 AW6370                          SUPERSEDED SURVEY CONTROL
 AW6370
 AW6370  NAD 83(1986)-  29 44 07.97749(N)    095 03 22.58094(W) AD(       ) 4
 AW6370  NAD 27      -  29 44 07.15458(N)    095 03 21.83323(W) AD(       ) 3
 AW6370
 AW6370.Superseded values are not recommended for survey control.
 AW6370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6370.See file dsdata.txt to determine how the superseded data were derived.
 AW6370
 AW6370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0113191253(NAD 83)
 AW6370_MARKER: 15 = RANGE MARKER
 AW6370
 AW6370  HISTORY     - Date     Condition        Report By
 AW6370  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6370  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6370  HISTORY     - 19980323 GOOD             USPSQD
 AW6370
 AW6370                          STATION DESCRIPTION
 AW6370
 AW6370'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6370'LOCATED 2.0 MI. W OF THE HUMBLE OIL CO. REFINERY AT BAYTOWN,
 AW6370'ALONG THE NW SIDE OF THE HOUSTON SHIP CHANNEL.  A GREEN LIGHT
 AW6370'ATOP A BOX ON A PLATFORM ON PILES.  LIGHT WAS OBSERVED UPON.
 AW6370'LIGHTS NO. 6530 AND NO. 6540 IN THE LIGHT LIST.
 AW6370'
 AW6370'THIS IS AN INTERSECTION STATION.
 AW6370
 AW6370                          STATION RECOVERY (1996)
 AW6370
 AW6370'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6370'MARK NOT FOUND.
 AW6370
 AW6370                          STATION RECOVERY (1998)
 AW6370
 AW6370'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6373 ***********************************************************************
 AW6373  DESIGNATION -  HOUSTON SHIP CHAN RANGE D EXT
 AW6373  PID         -  AW6373
 AW6373  STATE/COUNTY-  TX/HARRIS
 AW6373  USGS QUAD   -  LA PORTE (1982)
 AW6373
 AW6373                         *CURRENT SURVEY CONTROL
 AW6373  ___________________________________________________________________
 AW6373* NAD 83(1993)-  29 42 12.26031(N)    095 00 20.53360(W)     ADJUSTED  
 AW6373* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6373  ___________________________________________________________________
 AW6373  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AW6373  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6373
 AW6373  HORZ ORDER  -  THIRD
 AW6373
 AW6373.The horizontal coordinates were established by classical geodetic methods
 AW6373.and adjusted by the National Geodetic Survey in February 1996..
 AW6373
 AW6373.The orthometric height was scaled from a topographic map.
 AW6373
 AW6373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6373
 AW6373.The geoid height was determined by GEOID03.
 AW6373
 AW6373;                    North         East     Units Scale Factor Converg.
 AW6373;SPC TXSC     - 4,213,854.062   986,415.616   MT  0.99988385   +1 57 24.7
 AW6373;SPC TXSC     -13,824,952.87  3,236,265.23   sFT  0.99988385   +1 57 24.7
 AW6373;UTM  15      - 3,287,604.356   305,961.549   MT  1.00006457   -0 59 39.0
 AW6373
 AW6373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6373!SPC TXSC     -   1.00000411  x   0.99988385  =   0.99988796
 AW6373!UTM  15      -   1.00000411  x   1.00006457  =   1.00006868
 AW6373
 AW6373                          SUPERSEDED SURVEY CONTROL
 AW6373
 AW6373  NAD 83(1986)-  29 42 12.27640(N)    095 00 20.51445(W) AD(       ) 4
 AW6373  NAD 27      -  29 42 11.45283(N)    095 00 19.77324(W) AD(       ) 3
 AW6373
 AW6373.Superseded values are not recommended for survey control.
 AW6373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6373.See file dsdata.txt to determine how the superseded data were derived.
 AW6373
 AW6373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0596287604(NAD 83)
 AW6373_MARKER: DS = TRIANGULATION STATION DISK
 AW6373_SETTING: 0 = UNSPECIFIED SETTING
 AW6373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6373
 AW6373  HISTORY     - Date     Condition        Report By
 AW6373  HISTORY     - 1955     MONUMENTED       CGS
 AW6373  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6373
 AW6373                          STATION DESCRIPTION
 AW6373
 AW6373'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6373'LOCATED ON THE N SHORE OF THE HOUSTON SHIP CHANNEL, APPROXIMATELY
 AW6373'100 FT. W OF RANGE C FRONT LIGHT, APPROXIMATELY 40 FT. N
 AW6373'OF THE MEAN HIGH-WATERLINE, ON THE TOP OF THE S DIKE OF A
 AW6373'SPOIL AREA.
 AW6373'
 AW6373'A STANDARD DISK, STAMPED RANGE D EXT 1955 AND SET IN THE TOP
 AW6373'OF AN 8-IN. CONCRETE POST PROJECTING APPROXIMATELY 4 IN.
 AW6373'
 AW6373'THIS IS AN INTERSECTION STATION.
 AW6373
 AW6373                          STATION RECOVERY (1996)
 AW6373
 AW6373'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6375 ***********************************************************************
 AW6375  DESIGNATION -  HOUSTON SHIP CHAN RANGE K RLT
 AW6375  PID         -  AW6375
 AW6375  STATE/COUNTY-  TX/HARRIS
 AW6375  USGS QUAD   -  LA PORTE (1982)
 AW6375
 AW6375                         *CURRENT SURVEY CONTROL
 AW6375  ___________________________________________________________________
 AW6375* NAD 83(1993)-  29 43 54.50980(N)    095 03 12.67608(W)     ADJUSTED  
 AW6375* NAVD 88     -                                                        
 AW6375  ___________________________________________________________________
 AW6375  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AW6375  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6375
 AW6375  HORZ ORDER  -  THIRD
 AW6375
 AW6375.The horizontal coordinates were established by classical geodetic methods
 AW6375.and adjusted by the National Geodetic Survey in February 1996..
 AW6375
 AW6375
 AW6375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6375
 AW6375.The geoid height was determined by GEOID03.
 AW6375
 AW6375;                    North         East     Units Scale Factor Converg.
 AW6375;SPC TXSC     - 4,216,843.229   981,685.235   MT  0.99988715   +1 56 00.3
 AW6375;SPC TXSC     -13,834,759.83  3,220,745.64   sFT  0.99988715   +1 56 00.3
 AW6375;UTM  15      - 3,290,833.750   301,390.493   MT  1.00008672   -1 01 07.5
 AW6375
 AW6375                          SUPERSEDED SURVEY CONTROL
 AW6375
 AW6375  NAD 83(1986)-  29 43 54.52548(N)    095 03 12.65706(W) AD(       ) 4
 AW6375  NAD 27      -  29 43 53.70239(N)    095 03 11.91124(W) AD(       ) 3
 AW6375
 AW6375.Superseded values are not recommended for survey control.
 AW6375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6375.See file dsdata.txt to determine how the superseded data were derived.
 AW6375
 AW6375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0139090834(NAD 83)
 AW6375_MARKER: 15 = RANGE MARKER
 AW6375
 AW6375  HISTORY     - Date     Condition        Report By
 AW6375  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6375  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6375  HISTORY     - 19980323 GOOD             USPSQD
 AW6375
 AW6375                          STATION DESCRIPTION
 AW6375
 AW6375'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6375'LOCATED 1.7 MI. W OF THE HUMBLE OIL CO. REFINERY AT BAYTOWN,
 AW6375'ON BARNES ISLAND, APPROXIMATELY 600 FT. SE OF THE NW END
 AW6375'OF THE ISLAND.  A GREEN LIGHT AND BLACK RECTANGULAR DAYMARK
 AW6375'ON A SKELETON STEEL TOWER.  LIGHT WAS OBSERVED UPON.  LIGHTS
 AW6375'NO. 6527 AND NO. 6541 IN THE LIGHT LIST.
 AW6375'
 AW6375'THIS IS AN INTERSECTION STATION.
 AW6375
 AW6375                          STATION RECOVERY (1996)
 AW6375
 AW6375'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6375'MARK NOT FOUND.
 AW6375
 AW6375                          STATION RECOVERY (1998)
 AW6375
 AW6375'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6384 ***********************************************************************
 AW6384  DESIGNATION -  HOUSTON SHIP CHAN RANGE P FLT
 AW6384  PID         -  AW6384
 AW6384  STATE/COUNTY-  TX/HARRIS
 AW6384  USGS QUAD   -  LA PORTE (1982)
 AW6384
 AW6384                         *CURRENT SURVEY CONTROL
 AW6384  ___________________________________________________________________
 AW6384* NAD 83(1993)-  29 43 53.20954(N)    095 02 53.91502(W)     ADJUSTED  
 AW6384* NAVD 88     -                                                        
 AW6384  ___________________________________________________________________
 AW6384  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AW6384  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW6384
 AW6384  HORZ ORDER  -  THIRD
 AW6384
 AW6384.The horizontal coordinates were established by classical geodetic methods
 AW6384.and adjusted by the National Geodetic Survey in February 1996..
 AW6384
 AW6384
 AW6384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6384
 AW6384.The geoid height was determined by GEOID03.
 AW6384
 AW6384;                    North         East     Units Scale Factor Converg.
 AW6384;SPC TXSC     - 4,216,820.239   982,190.419   MT  0.99988711   +1 56 09.5
 AW6384;SPC TXSC     -13,834,684.40  3,222,403.07   sFT  0.99988711   +1 56 09.5
 AW6384;UTM  15      - 3,290,784.763   301,893.923   MT  1.00008425   -1 00 58.2
 AW6384
 AW6384                          SUPERSEDED SURVEY CONTROL
 AW6384
 AW6384  NAD 83(1986)-  29 43 53.22522(N)    095 02 53.89598(W) AD(       ) 4
 AW6384  NAD 27      -  29 43 52.40274(N)    095 02 53.14756(W) AD(       ) 3
 AW6384
 AW6384.Superseded values are not recommended for survey control.
 AW6384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6384.See file dsdata.txt to determine how the superseded data were derived.
 AW6384
 AW6384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0189490785(NAD 83)
 AW6384_MARKER: 15 = RANGE MARKER
 AW6384
 AW6384  HISTORY     - Date     Condition        Report By
 AW6384  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6384  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6384  HISTORY     - 19980323 GOOD             USPSQD
 AW6384
 AW6384                          STATION DESCRIPTION
 AW6384
 AW6384'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6384'LOCATED 1.5 MI. W OF THE HUMBLE OIL CO. REFINERY AT BAYTOWN,
 AW6384'ALONG THE SW SIDE OF THE HOUSTON SHIP CHANNEL.  A GREEN
 AW6384'LIGHT AND BLACK TRIANGULAR DAYMARK ON A SKELETON STEEL
 AW6384'TOWER.  LIGHT WAS OBSERVED UPON.  LIGHTS NO. 6526 AND NO. 6536
 AW6384'IN THE LIGHT LIST.
 AW6384'
 AW6384'THIS IS AN INTERSECTION STATION.
 AW6384
 AW6384                          STATION RECOVERY (1996)
 AW6384
 AW6384'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6384'MARK NOT FOUND.
 AW6384
 AW6384                          STATION RECOVERY (1998)
 AW6384
 AW6384'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6385 ***********************************************************************
 AW6385  DESIGNATION -  HOUSTON SHIP CHAN RANGE E RLT
 AW6385  PID         -  AW6385
 AW6385  STATE/COUNTY-  TX/HARRIS
 AW6385  USGS QUAD   -  LA PORTE (1982)
 AW6385
 AW6385                         *CURRENT SURVEY CONTROL
 AW6385  ___________________________________________________________________
 AW6385* NAD 83(1993)-  29 42 13.85011(N)    095 01 23.40368(W)     ADJUSTED  
 AW6385* NAVD 88     -                                                        
 AW6385  ___________________________________________________________________
 AW6385  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW6385  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6385
 AW6385  HORZ ORDER  -  THIRD
 AW6385
 AW6385.The horizontal coordinates were established by classical geodetic methods
 AW6385.and adjusted by the National Geodetic Survey in February 1996..
 AW6385
 AW6385
 AW6385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6385
 AW6385.The geoid height was determined by GEOID03.
 AW6385
 AW6385;                    North         East     Units Scale Factor Converg.
 AW6385;SPC TXSC     - 4,213,845.403   984,725.114   MT  0.99988390   +1 56 53.9
 AW6385;SPC TXSC     -13,824,924.46  3,230,718.98   sFT  0.99988390   +1 56 53.9
 AW6385;UTM  15      - 3,287,682.756   304,272.531   MT  1.00007270   -1 00 10.2
 AW6385
 AW6385                          SUPERSEDED SURVEY CONTROL
 AW6385
 AW6385  NAD 83(1986)-  29 42 13.86609(N)    095 01 23.38437(W) AD(       ) 4
 AW6385  NAD 27      -  29 42 13.04257(N)    095 01 22.63547(W) AD(       ) 3
 AW6385
 AW6385.Superseded values are not recommended for survey control.
 AW6385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6385.See file dsdata.txt to determine how the superseded data were derived.
 AW6385
 AW6385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0427387683(NAD 83)
 AW6385_MARKER: 15 = RANGE MARKER
 AW6385
 AW6385  HISTORY     - Date     Condition        Report By
 AW6385  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6385  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6385  HISTORY     - 19971203 MARK NOT FOUND   USPSQD
 AW6385
 AW6385                          STATION DESCRIPTION
 AW6385
 AW6385'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6385'LOCATED 3 MI. N OF MORGAN POINT, NEAR THE BAYTOWN TUNNEL
 AW6385'CROSSING.  A GREEN LIGHT AND BLACK RECTANGULAR DAYMARK ON
 AW6385'A SKELETON STEEL TOWER.  LIGHT WAS OBSERVED UPON.  LIGHT
 AW6385'NO. 6508 IN THE LIGHT LIST.
 AW6385'
 AW6385'THIS IS AN INTERSECTION STATION.
 AW6385
 AW6385                          STATION RECOVERY (1996)
 AW6385
 AW6385'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6385'MARK NOT FOUND.
 AW6385
 AW6385                          STATION RECOVERY (1997)
 AW6385
 AW6385'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6162 ***********************************************************************
 AW6162  DESIGNATION -  HOUSTON SHIP CHAN WHARF LT 1
 AW6162  PID         -  AW6162
 AW6162  STATE/COUNTY-  TX/HARRIS
 AW6162  USGS QUAD   -  MORGANS POINT (1993)
 AW6162
 AW6162                         *CURRENT SURVEY CONTROL
 AW6162  ___________________________________________________________________
 AW6162* NAD 83(1993)-  29 40 52.12652(N)    094 58 56.42051(W)     ADJUSTED  
 AW6162* NAVD 88     -                                                        
 AW6162  ___________________________________________________________________
 AW6162  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW6162  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6162
 AW6162  HORZ ORDER  -  THIRD
 AW6162
 AW6162.The horizontal coordinates were established by classical geodetic methods
 AW6162.and adjusted by the National Geodetic Survey in February 1996..
 AW6162
 AW6162
 AW6162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6162
 AW6162.The geoid height was determined by GEOID03.
 AW6162
 AW6162;                    North         East     Units Scale Factor Converg.
 AW6162;SPC TXSC     - 4,211,465.839   988,759.815   MT  0.99988144   +1 58 05.9
 AW6162;SPC TXSC     -13,817,117.51  3,243,956.16   sFT  0.99988144   +1 58 05.9
 AW6162;UTM  15      - 3,285,098.189   308,180.098   MT  1.00005401   -0 58 54.8
 AW6162
 AW6162                          SUPERSEDED SURVEY CONTROL
 AW6162
 AW6162  NAD 83(1986)-  29 40 52.14284(N)    094 58 56.40148(W) AD(       ) 4
 AW6162  NAD 27      -  29 40 51.31918(N)    094 58 55.66245(W) AD(       ) 3
 AW6162
 AW6162.Superseded values are not recommended for survey control.
 AW6162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6162.See file dsdata.txt to determine how the superseded data were derived.
 AW6162
 AW6162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0818085098(NAD 83)
 AW6162_MARKER: 14 = NAVIGATION LIGHT
 AW6162
 AW6162  HISTORY     - Date     Condition        Report By
 AW6162  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6162  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6162
 AW6162                          STATION DESCRIPTION
 AW6162
 AW6162'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6162'LOCATED NEAR THE S END OF THE WHARF AT MORGAN POINT.  A
 AW6162'WHITE LIGHT ON A STEEL ROD ON A DOLPHIN.  LIGHT WAS OBSERVED
 AW6162'UPON.  LIGHT NO. 6501 IN THE LIGHT LIST.
 AW6162'
 AW6162'THIS IS AN INTERSECTION STATION.
 AW6162
 AW6162                          STATION RECOVERY (1996)
 AW6162
 AW6162'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6170 ***********************************************************************
 AW6170  DESIGNATION -  HOUSTON SHIP CHAN WHARF LT 3
 AW6170  PID         -  AW6170
 AW6170  STATE/COUNTY-  TX/HARRIS
 AW6170  USGS QUAD   -  MORGANS POINT (1993)
 AW6170
 AW6170                         *CURRENT SURVEY CONTROL
 AW6170  ___________________________________________________________________
 AW6170* NAD 83(1993)-  29 40 53.85876(N)    094 58 57.08962(W)     ADJUSTED  
 AW6170* NAVD 88     -                                                        
 AW6170  ___________________________________________________________________
 AW6170  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW6170  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW6170
 AW6170  HORZ ORDER  -  THIRD
 AW6170
 AW6170.The horizontal coordinates were established by classical geodetic methods
 AW6170.and adjusted by the National Geodetic Survey in February 1996..
 AW6170
 AW6170
 AW6170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6170
 AW6170.The geoid height was determined by GEOID03.
 AW6170
 AW6170;                    North         East     Units Scale Factor Converg.
 AW6170;SPC TXSC     - 4,211,518.521   988,740.006   MT  0.99988149   +1 58 05.6
 AW6170;SPC TXSC     -13,817,290.35  3,243,891.17   sFT  0.99988149   +1 58 05.6
 AW6170;UTM  15      - 3,285,151.830   308,163.024   MT  1.00005409   -0 58 55.2
 AW6170
 AW6170                          SUPERSEDED SURVEY CONTROL
 AW6170
 AW6170  NAD 83(1986)-  29 40 53.87507(N)    094 58 57.07059(W) AD(       ) 4
 AW6170  NAD 27      -  29 40 53.04960(N)    094 58 56.33341(W) AD(       ) 3
 AW6170
 AW6170.Superseded values are not recommended for survey control.
 AW6170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6170.See file dsdata.txt to determine how the superseded data were derived.
 AW6170
 AW6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0816385152(NAD 83)
 AW6170_MARKER: 14 = NAVIGATION LIGHT
 AW6170
 AW6170  HISTORY     - Date     Condition        Report By
 AW6170  HISTORY     - 1955     FIRST OBSERVED   CGS
 AW6170  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6170
 AW6170                          STATION DESCRIPTION
 AW6170
 AW6170'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6170'LOCATED NEAR THE N END OF THE WHARF AT MORGAN POINT.  A
 AW6170'WHITE LIGHT ON A STEEL ROD ON A DOLPHIN.  LIGHT WAS OBSERVED
 AW6170'UPON.  LIGHT NO. 6502 IN THE LIGHT LIST.
 AW6170'
 AW6170'THIS IS AN INTERSECTION STATION.
 AW6170
 AW6170                          STATION RECOVERY (1996)
 AW6170
 AW6170'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6525 ***********************************************************************
 AW6525  DESIGNATION -  HOUSTON SHIP CHANNEL NAV TANK
 AW6525  PID         -  AW6525
 AW6525  STATE/COUNTY-  TX/HARRIS
 AW6525  USGS QUAD   -  PARK PLACE (1995)
 AW6525
 AW6525                         *CURRENT SURVEY CONTROL
 AW6525  ___________________________________________________________________
 AW6525* NAD 83(1993)-  29 44 52.75847(N)    095 17 00.74022(W)     ADJUSTED  
 AW6525* NAVD 88     -                                                        
 AW6525  ___________________________________________________________________
 AW6525  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6525  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6525
 AW6525  HORZ ORDER  -  THIRD
 AW6525
 AW6525.The horizontal coordinates were established by classical geodetic methods
 AW6525.and adjusted by the National Geodetic Survey in February 1996..
 AW6525
 AW6525
 AW6525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6525
 AW6525.The geoid height was determined by GEOID03.
 AW6525
 AW6525;                    North         East     Units Scale Factor Converg.
 AW6525;SPC TXSC     - 4,217,906.840   959,389.714   MT  0.99988914   +1 49 14.7
 AW6525;SPC TXSC     -13,838,249.36  3,147,597.75   sFT  0.99988914   +1 49 14.7
 AW6525;UTM  15      - 3,293,045.189   279,173.715   MT  1.00020171   -1 08 00.7
 AW6525
 AW6525                          SUPERSEDED SURVEY CONTROL
 AW6525
 AW6525  NAD 83(1986)-  29 44 52.77316(N)    095 17 00.72091(W) AD(       ) 4
 AW6525  NAD 27      -  29 44 51.95310(N)    095 16 59.95102(W) AD(       ) 3
 AW6525
 AW6525.Superseded values are not recommended for survey control.
 AW6525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6525.See file dsdata.txt to determine how the superseded data were derived.
 AW6525
 AW6525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7917493045(NAD 83)
 AW6525_MARKER: 53 = ELEVATED TANK
 AW6525
 AW6525  HISTORY     - Date     Condition        Report By
 AW6525  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6525  HISTORY     - 20040707 GOOD             USPSQD
 AW6525
 AW6525                          STATION DESCRIPTION
 AW6525
 AW6525'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6525'THE STATION IS LOCATED 6-1/2 MILES EAST AND 1 MILE SOUTH OF THE
 AW6525'CENTER OF HOUSTON, IN THE 8000 BLOCK OF CLINTON DRIVE, BETWEEN
 AW6525'CLINTON DRIVE AND THE SHIP CHANNEL.
 AW6525'
 AW6525'IT IS A WATER TANK, SUPPORTED BY FOUR LACED CHANNEL STEEL LEGS,
 AW6525'CONICAL ROOF AND A HEMISPHERICAL BOTTOM AND PAINTED GREY.  THEIR
 AW6525'ARE EIGHT FLOOD LIGHTS ATTACHED TO THE TANK RAILING.  THE TANK HAS
 AW6525'AN OVER-ALL HEIGHT OF 140 FEET.
 AW6525'
 AW6525'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 AW6525
 AW6525                          STATION RECOVERY (2004)
 AW6525
 AW6525'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6676 ***********************************************************************
 AW6676  DESIGNATION -  HOUSTON SHIP CHANNEL NAV N TK
 AW6676  PID         -  AW6676
 AW6676  STATE/COUNTY-  TX/HARRIS
 AW6676  USGS QUAD   -  SETTEGAST (1995)
 AW6676
 AW6676                         *CURRENT SURVEY CONTROL
 AW6676  ___________________________________________________________________
 AW6676* NAD 83(1993)-  29 45 13.27614(N)    095 17 32.76721(W)     ADJUSTED  
 AW6676* NAVD 88     -                                                        
 AW6676  ___________________________________________________________________
 AW6676  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AW6676  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6676
 AW6676  HORZ ORDER  -  THIRD
 AW6676
 AW6676.The horizontal coordinates were established by classical geodetic methods
 AW6676.and adjusted by the National Geodetic Survey in February 1996..
 AW6676
 AW6676
 AW6676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6676
 AW6676.The geoid height was determined by GEOID03.
 AW6676
 AW6676;                    North         East     Units Scale Factor Converg.
 AW6676;SPC TXSC     - 4,218,510.911   958,509.681   MT  0.99988986   +1 48 59.0
 AW6676;SPC TXSC     -13,840,231.21  3,144,710.51   sFT  0.99988986   +1 48 59.0
 AW6676;UTM  15      - 3,293,694.018   278,325.719   MT  1.00020634   -1 08 17.3
 AW6676
 AW6676                          SUPERSEDED SURVEY CONTROL
 AW6676
 AW6676  NAD 83(1986)-  29 45 13.29083(N)    095 17 32.74803(W) AD(       ) 4
 AW6676  NAD 27      -  29 45 12.47107(N)    095 17 31.97769(W) AD(       ) 3
 AW6676
 AW6676.Superseded values are not recommended for survey control.
 AW6676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6676.See file dsdata.txt to determine how the superseded data were derived.
 AW6676
 AW6676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7832693694(NAD 83)
 AW6676_MARKER: 53 = ELEVATED TANK
 AW6676
 AW6676  HISTORY     - Date     Condition        Report By
 AW6676  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6676
 AW6676                          STATION DESCRIPTION
 AW6676
 AW6676'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6676'THE STATION IS LOCATED IN THE EASTERN PART OF HOUSTON ABOUT 1/2
 AW6676'MILE WEST OF THE TURNING BASIN IN THE HOUSTON SHIP CHANNEL.
 AW6676'
 AW6676'THE TANK IS GRAY IN COLOR WITH A CONICAL ROOF AND ELLIPSOIDAL
 AW6676'BOTTOM AND IS SUPPORTED BY FOUR BRIDGED STEEL LEGS.  THE OVER-ALL
 AW6676'HEIGHT IS APPROXIMATELY 140 FEET.
 AW6676'
 AW6676'THE BALL AT THE APEX WAS INTERSECTED.
 AW6676'
 AW6676'JUST SOUTH OF THIS TANK IS A SMALLER TANK THAT WAS NOT INTERSECTED
 AW6676'AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6282 ***********************************************************************
 AW6282  DESIGNATION -  HOUSTON SONGWOOD RAD MAST
 AW6282  PID         -  AW6282
 AW6282  STATE/COUNTY-  TX/HARRIS
 AW6282  USGS QUAD   -  JACINTO CITY (1982)
 AW6282
 AW6282                         *CURRENT SURVEY CONTROL
 AW6282  ___________________________________________________________________
 AW6282* NAD 83(1993)-  29 47 57.89961(N)    095 14 37.97877(W)     ADJUSTED  
 AW6282* NAVD 88     -                                                        
 AW6282  ___________________________________________________________________
 AW6282  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW6282  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW6282
 AW6282  HORZ ORDER  -  THIRD
 AW6282
 AW6282.The horizontal coordinates were established by classical geodetic methods
 AW6282.and adjusted by the National Geodetic Survey in February 1996..
 AW6282
 AW6282
 AW6282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6282
 AW6282.The geoid height was determined by GEOID03.
 AW6282
 AW6282;                    North         East     Units Scale Factor Converg.
 AW6282;SPC TXSC     - 4,223,726.535   963,040.179   MT  0.99989600   +1 50 24.6
 AW6282;SPC TXSC     -13,857,342.81  3,159,574.32   sFT  0.99989600   +1 50 24.6
 AW6282;UTM  15      - 3,298,670.636   283,120.518   MT  1.00018038   -1 06 56.0
 AW6282
 AW6282                          SUPERSEDED SURVEY CONTROL
 AW6282
 AW6282  NAD 83(1986)-  29 47 57.91454(N)    095 14 37.95974(W) AD(       ) 4
 AW6282  NAD 27      -  29 47 57.10050(N)    095 14 37.19610(W) AD(       ) 3
 AW6282
 AW6282.Superseded values are not recommended for survey control.
 AW6282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6282.See file dsdata.txt to determine how the superseded data were derived.
 AW6282
 AW6282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8312198671(NAD 83)
 AW6282_MARKER: 42 = RADIO/TV MAST
 AW6282
 AW6282  HISTORY     - Date     Condition        Report By
 AW6282  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6282  HISTORY     - 1976     GOOD             NGS
 AW6282  HISTORY     - 1977     GOOD             NGS
 AW6282  HISTORY     - 19981017 MARK NOT FOUND   USPSQD
 AW6282
 AW6282                          STATION DESCRIPTION
 AW6282
 AW6282'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6282'THE STATION IS LOCATED ABOUT 7 MILES EAST AND 2-1/2 MILES NORTH OF
 AW6282'THE CENTER OF HOUSTON, 1-1/2 MILES NORTH OF INTERSTATE HIGHWAY 10
 AW6282'AND 0.15 MILE NORTH OF THE JUNCTION OF WALLESVILLE ROAD AND OATIS
 AW6282'ROAD.
 AW6282'
 AW6282'IT IS A SINGLE COLUMN STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY
 AW6282'CABLES AND IS PAINTED ALTERNATE RED AND WHITE.  IT HAS AN OVER-ALL
 AW6282'HEIGHT OF APPROXIMATELY 250 FEET.
 AW6282'
 AW6282'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 AW6282'
 AW6282'NOTE--THE CALL LETTERS AND THE OWNER WERE NOT OBTAINED.
 AW6282
 AW6282                          STATION RECOVERY (1976)
 AW6282
 AW6282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 AW6282'RECOVERED AS DESCRIBED.
 AW6282'
 AW6282'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES EAST AND
 AW6282'2.5 MILES NORTH OF THE CENTER OF HOUSTON.
 AW6282
 AW6282                          STATION RECOVERY (1977)
 AW6282
 AW6282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH)
 AW6282'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW6282'
 AW6282'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES EAST
 AW6282'AND 2-1/2 MILES NORTH OF THE CENTER OF HOUSTON.
 AW6282
 AW6282                          STATION RECOVERY (1998)
 AW6282
 AW6282'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6536 ***********************************************************************
 AW6536  DESIGNATION -  HOUSTON SOUTHCREST PARK TANK
 AW6536  PID         -  AW6536
 AW6536  STATE/COUNTY-  TX/HARRIS
 AW6536  USGS QUAD   -  PARK PLACE (1995)
 AW6536
 AW6536                         *CURRENT SURVEY CONTROL
 AW6536  ___________________________________________________________________
 AW6536* NAD 83(1993)-  29 40 35.49711(N)    095 20 14.79704(W)     ADJUSTED  
 AW6536* NAVD 88     -                                                        
 AW6536  ___________________________________________________________________
 AW6536  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW6536  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW6536
 AW6536  HORZ ORDER  -  THIRD
 AW6536
 AW6536.The horizontal coordinates were established by classical geodetic methods
 AW6536.and adjusted by the National Geodetic Survey in February 1996..
 AW6536
 AW6536
 AW6536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6536
 AW6536.The geoid height was determined by GEOID03.
 AW6536
 AW6536;                    North         East     Units Scale Factor Converg.
 AW6536;SPC TXSC     - 4,209,825.853   954,426.738   MT  0.99988095   +1 47 39.6
 AW6536;SPC TXSC     -13,811,736.99  3,131,315.06   sFT  0.99988095   +1 47 39.6
 AW6536;UTM  15      - 3,285,228.035   273,799.214   MT  1.00023136   -1 09 28.0
 AW6536
 AW6536                          SUPERSEDED SURVEY CONTROL
 AW6536
 AW6536  NAD 83(1986)-  29 40 35.51141(N)    095 20 14.77765(W) AD(       ) 4
 AW6536  NAD 27      -  29 40 34.68246(N)    095 20 14.00113(W) AD(       ) 3
 AW6536
 AW6536.Superseded values are not recommended for survey control.
 AW6536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6536.See file dsdata.txt to determine how the superseded data were derived.
 AW6536
 AW6536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7379985228(NAD 83)
 AW6536_MARKER: 53 = ELEVATED TANK
 AW6536
 AW6536  HISTORY     - Date     Condition        Report By
 AW6536  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6536  HISTORY     - 1968     GOOD             CGS
 AW6536  HISTORY     - 20040326 GOOD             USPSQD
 AW6536
 AW6536                          STATION DESCRIPTION
 AW6536
 AW6536'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6536'LOCATED ABOUT FIVE MILES SOUTHEAST OF DOWNTOWN HOUSTON, FOUR MILES
 AW6536'NORTHWEST OF THE HOUSTON INTERNATIONAL AIRPORT, AT THE WEST EDGE OF
 AW6536'AN AREA LOCALLY KNOWN AS SOUTHCREST PARK, 0.1 MILE SOUTHWEST OF THE
 AW6536'INTERSECTION OF SOUTH PARK BOULEVARD AND DOOLITTLE STREET.  THE
 AW6536'STATION IS THE WATER TANK WITH FOUR TUBULAR LEGS, PAINTED
 AW6536'CHECKERED RED AND WHITE WITH AN ELLIPSOIDAL TOP.  IT IS 100 FEET
 AW6536'HIGH WITH A DOUBLE LIGHT AT THE APEX.  THE INTERSECTION POINT WAS
 AW6536'THE TOP CENTER.
 AW6536
 AW6536                          STATION RECOVERY (1968)
 AW6536
 AW6536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6536'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY
 AW6536'R.W.T. 1963, EXCEPT THE OVER-ALL HEIGHT IS 120 FEET.
 AW6536'
 AW6536'THE POINT INTERSECTED WAS THE TOP AND CENTER.
 AW6536
 AW6536                          STATION RECOVERY (2004)
 AW6536
 AW6536'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6687 ***********************************************************************
 AW6687  DESIGNATION -  HOUSTON SOUTHERN WAREHOUSE TK
 AW6687  PID         -  AW6687
 AW6687  STATE/COUNTY-  TX/HARRIS
 AW6687  USGS QUAD   -  SETTEGAST (1995)
 AW6687
 AW6687                         *CURRENT SURVEY CONTROL
 AW6687  ___________________________________________________________________
 AW6687* NAD 83(1993)-  29 45 53.30624(N)    095 19 32.39945(W)     ADJUSTED  
 AW6687* NAVD 88     -                                                        
 AW6687  ___________________________________________________________________
 AW6687  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AW6687  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW6687
 AW6687  HORZ ORDER  -  THIRD
 AW6687
 AW6687.The horizontal coordinates were established by classical geodetic methods
 AW6687.and adjusted by the National Geodetic Survey in February 1996..
 AW6687
 AW6687
 AW6687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6687
 AW6687.The geoid height was determined by GEOID03.
 AW6687
 AW6687;                    North         East     Units Scale Factor Converg.
 AW6687;SPC TXSC     - 4,219,641.330   955,258.680   MT  0.99989129   +1 48 00.4
 AW6687;SPC TXSC     -13,843,939.93  3,134,044.52   sFT  0.99989129   +1 48 00.4
 AW6687;UTM  15      - 3,294,990.941   275,136.277   MT  1.00022391   -1 09 18.1
 AW6687
 AW6687                          SUPERSEDED SURVEY CONTROL
 AW6687
 AW6687  NAD 83(1986)-  29 45 53.32090(N)    095 19 32.38030(W) AD(       ) 4
 AW6687  NAD 27      -  29 45 52.50219(N)    095 19 31.60644(W) AD(       ) 3
 AW6687
 AW6687.Superseded values are not recommended for survey control.
 AW6687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6687.See file dsdata.txt to determine how the superseded data were derived.
 AW6687
 AW6687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7513694991(NAD 83)
 AW6687_MARKER: 53 = ELEVATED TANK
 AW6687
 AW6687  HISTORY     - Date     Condition        Report By
 AW6687  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6687  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 AW6687
 AW6687                          STATION DESCRIPTION
 AW6687
 AW6687'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6687'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST-NORTHEAST OF THE
 AW6687'CENTER OF HOUSTON IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 AW6687'CLINTON DRIVE AND IDA STREET.
 AW6687'
 AW6687'IT IS A WATER TANK WITH FOUR LACED CHANNEL STEEL LEGS AND HAS A
 AW6687'CONICAL ROOF AND A HEMISPHERICAL BOTTOM, SILVER IN COLOR WITH BLACK
 AW6687'LETTERING SOUTHERN WAREHOUSE PAINTED ON THE SIDE OF THE TANK.  THE
 AW6687'OVER-ALL HEIGHT IS 136 FEET.
 AW6687'
 AW6687'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 AW6687'
 AW6687'NOTE--THIS TANK WAS TORN DOWN SHORTLY AFTER IT WAS INTERSECTED.
 AW6687
 AW6687                          STATION RECOVERY (1996)
 AW6687
 AW6687'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6581 ***********************************************************************
 AW6581  DESIGNATION -  HOUSTON ST ANNE CATH CH DOME
 AW6581  PID         -  AW6581
 AW6581  STATE/COUNTY-  TX/HARRIS
 AW6581  USGS QUAD   -  BELLAIRE (1995)
 AW6581
 AW6581                         *CURRENT SURVEY CONTROL
 AW6581  ___________________________________________________________________
 AW6581* NAD 83(1993)-  29 44 34.05132(N)    095 24 43.80723(W)     ADJUSTED  
 AW6581* NAVD 88     -                                                        
 AW6581  ___________________________________________________________________
 AW6581  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AW6581  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW6581
 AW6581  HORZ ORDER  -  THIRD
 AW6581
 AW6581.The horizontal coordinates were established by classical geodetic methods
 AW6581.and adjusted by the National Geodetic Survey in February 1996..
 AW6581
 AW6581
 AW6581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6581
 AW6581.The geoid height was determined by GEOID03.
 AW6581
 AW6581;                    North         East     Units Scale Factor Converg.
 AW6581;SPC TXSC     - 4,216,942.721   946,972.584   MT  0.99988849   +1 45 27.8
 AW6581;SPC TXSC     -13,835,086.24  3,106,859.22   sFT  0.99988849   +1 45 27.8
 AW6581;UTM  15      - 3,292,722.278   266,719.069   MT  1.00027150   -1 11 50.0
 AW6581
 AW6581                          SUPERSEDED SURVEY CONTROL
 AW6581
 AW6581  NAD 83(1986)-  29 44 34.06569(N)    095 24 43.78841(W) AD(       ) 4
 AW6581  NAD 27      -  29 44 33.24278(N)    095 24 43.00664(W) AD(       ) 3
 AW6581
 AW6581.Superseded values are not recommended for survey control.
 AW6581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6581.See file dsdata.txt to determine how the superseded data were derived.
 AW6581
 AW6581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6671992722(NAD 83)
 AW6581_MARKER: 87 = DOME
 AW6581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6581+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 AW6581
 AW6581  HISTORY     - Date     Condition        Report By
 AW6581  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6581  HISTORY     - 1963     GOOD             CGS
 AW6581  HISTORY     - 19931030 GOOD             USPSQD
 AW6581  HISTORY     - 20040325 GOOD             USPSQD
 AW6581
 AW6581                          STATION DESCRIPTION
 AW6581
 AW6581'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6581'THIS INTERSECTION STATION IS IN THE W PART OF HOUSTON, IN
 AW6581'THE NW ANGLE OF THE INTERSECTION OF WESTHEIMER ROAD AND
 AW6581'SHEPHERD DRIVE.  THE BUILDING HAS A GRAY STUCCO EXTERIOR,
 AW6581'IS ABOUT 100 FEET HIGH, AND WAS BUILT IN 1939.  THE POINT
 AW6581'LOCATED WAS A CROSS AT THE CENTER AND HIGHEST PART OF THE
 AW6581'DOME.
 AW6581
 AW6581                          STATION RECOVERY (1963)
 AW6581
 AW6581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6581'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AW6581'GOOD CONDITION.
 AW6581
 AW6581                          STATION RECOVERY (1993)
 AW6581
 AW6581'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6581'RECOVERED IN GOOD CONDITION.
 AW6581
 AW6581                          STATION RECOVERY (2004)
 AW6581
 AW6581'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6609 ***********************************************************************
 AW6609  DESIGNATION -  HOUSTON ST LUKE METH CH SPIRE
 AW6609  PID         -  AW6609
 AW6609  STATE/COUNTY-  TX/HARRIS
 AW6609  USGS QUAD   -  BELLAIRE (1995)
 AW6609
 AW6609                         *CURRENT SURVEY CONTROL
 AW6609  ___________________________________________________________________
 AW6609* NAD 83(1993)-  29 44 29.05285(N)    095 25 56.67497(W)     ADJUSTED  
 AW6609* NAVD 88     -                                                        
 AW6609  ___________________________________________________________________
 AW6609  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6609  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6609
 AW6609  HORZ ORDER  -  THIRD
 AW6609
 AW6609.The horizontal coordinates were established by classical geodetic methods
 AW6609.and adjusted by the National Geodetic Survey in February 1996..
 AW6609
 AW6609
 AW6609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6609
 AW6609.The geoid height was determined by GEOID03.
 AW6609
 AW6609;                    North         East     Units Scale Factor Converg.
 AW6609;SPC TXSC     - 4,216,729.019   945,020.413   MT  0.99988832   +1 44 52.1
 AW6609;SPC TXSC     -13,834,385.12  3,100,454.47   sFT  0.99988832   +1 44 52.1
 AW6609;UTM  15      - 3,292,609.454   264,757.715   MT  1.00028284   -1 12 26.1
 AW6609
 AW6609                          SUPERSEDED SURVEY CONTROL
 AW6609
 AW6609  NAD 83(1986)-  29 44 29.06713(N)    095 25 56.65617(W) AD(       ) 4
 AW6609  NAD 27      -  29 44 28.24285(N)    095 25 55.87216(W) AD(       ) 3
 AW6609
 AW6609.Superseded values are not recommended for survey control.
 AW6609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6609.See file dsdata.txt to determine how the superseded data were derived.
 AW6609
 AW6609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6475892609(NAD 83)
 AW6609_MARKER: 90 = CHURCH SPIRE
 AW6609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6609+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 AW6609
 AW6609  HISTORY     - Date     Condition        Report By
 AW6609  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6609  HISTORY     - 1987     GOOD             USPSQD
 AW6609  HISTORY     - 1987     GOOD             USPSQD
 AW6609  HISTORY     - 19931030 GOOD             USPSQD
 AW6609  HISTORY     - 20040507 GOOD             USPSQD
 AW6609
 AW6609                          STATION DESCRIPTION
 AW6609
 AW6609'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6609'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-SOUTHWEST OF THE
 AW6609'CENTER OF HOUSTON JUST SOUTHEAST OF THE INTERSECTION OF WESTHEIMER
 AW6609'ROAD AND LARCHMONT ROAD.
 AW6609'
 AW6609'THE SPIRE IS ON TOP OF A RED BRICK BUILDING.  THE BASE OF THE
 AW6609'SPIRE IS CONSTRUCTED OF GREY STONE.  IT HAS FOUR SIDES AND HAS TWO
 AW6609'LEVELS OF WINDOWS.  THE BOTTOM WINDOWS ARE LOUVERED AND THE TOP
 AW6609'WINDOWS ARE MADE OF GLASS.  THE CONE OF THE SPIRE IS MADE OF GREY
 AW6609'METAL AND HAS A BALL AT THE APEX.  A GREY CROSS SITS ATOP THE
 AW6609'BALL.  THE OVER-ALL HEIGHT IS APPROXIMATELY 153 FEET.
 AW6609'
 AW6609'THE BALL AT THE APEX WAS INTERSECTED.
 AW6609
 AW6609                          STATION RECOVERY (1987)
 AW6609
 AW6609'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6609'RECOVERED IN GOOD CONDITION.
 AW6609
 AW6609                          STATION RECOVERY (1987)
 AW6609
 AW6609'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6609'RECOVERED IN GOOD CONDITION.
 AW6609
 AW6609                          STATION RECOVERY (1993)
 AW6609
 AW6609'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6609'RECOVERED IN GOOD CONDITION.
 AW6609
 AW6609                          STATION RECOVERY (2004)
 AW6609
 AW6609'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6609'THIS IS ST LUKES METHODIST CHURCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6608 ***********************************************************************
 AW6608  DESIGNATION -  HOUSTON ST LUKE PRESB CH SPIRE
 AW6608  PID         -  AW6608
 AW6608  STATE/COUNTY-  TX/HARRIS
 AW6608  USGS QUAD   -  BELLAIRE (1995)
 AW6608
 AW6608                         *CURRENT SURVEY CONTROL
 AW6608  ___________________________________________________________________
 AW6608* NAD 83(1993)-  29 41 08.82680(N)    095 25 52.53912(W)     ADJUSTED  
 AW6608* NAVD 88     -                                                        
 AW6608  ___________________________________________________________________
 AW6608  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6608  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6608
 AW6608  HORZ ORDER  -  THIRD
 AW6608
 AW6608.The horizontal coordinates were established by classical geodetic methods
 AW6608.and adjusted by the National Geodetic Survey in February 1996..
 AW6608
 AW6608
 AW6608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6608
 AW6608.The geoid height was determined by GEOID03.
 AW6608
 AW6608;                    North         East     Units Scale Factor Converg.
 AW6608;SPC TXSC     - 4,210,570.825   945,319.561   MT  0.99988193   +1 44 54.1
 AW6608;SPC TXSC     -13,814,181.12  3,101,435.93   sFT  0.99988193   +1 44 54.1
 AW6608;UTM  15      - 3,286,441.573   264,739.098   MT  1.00028296   -1 12 16.6
 AW6608
 AW6608                          SUPERSEDED SURVEY CONTROL
 AW6608
 AW6608  NAD 83(1986)-  29 41 08.84094(N)    095 25 52.52020(W) AD(       ) 4
 AW6608  NAD 27      -  29 41 08.01005(N)    095 25 51.73497(W) AD(       ) 3
 AW6608
 AW6608.Superseded values are not recommended for survey control.
 AW6608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6608.See file dsdata.txt to determine how the superseded data were derived.
 AW6608
 AW6608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6473986442(NAD 83)
 AW6608_MARKER: 90 = CHURCH SPIRE
 AW6608
 AW6608  HISTORY     - Date     Condition        Report By
 AW6608  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6608  HISTORY     - 1987     GOOD             USPSQD
 AW6608  HISTORY     - 19931123 GOOD             USPSQD
 AW6608  HISTORY     - 20040325 GOOD             USPSQD
 AW6608
 AW6608                          STATION DESCRIPTION
 AW6608
 AW6608'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6608'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF THE CENTER OF HOUSTON
 AW6608'JUST EAST OF THE INTERSECTION OF TIMBERSIDE AND MURWORTH.
 AW6608'
 AW6608'THE SPIRE IS MADE OF METAL AND IS BLACK IN COLOR.  IT IS FOUR SIDED,
 AW6608'DIAMOND SHAPED AT THE BOTTOM AND TAPERS TO A POINT AT THE APEX.
 AW6608'A BLACK CROSS SITS ATOP THE SPIRE.  THE SPIRE SITS ATOP A
 AW6608'RECTANGULAR SHAPED STRUCTURE CONSTRUCTED OF TAN BRICK.  JUST UNDER
 AW6608'THE SPIRE THERE ARE THREE LOUVERED WINDOWS IN EACH OF THE WIDE
 AW6608'SIDES AND ONE LOUVERED WINDOW IN EACH OF THE NARROW SIDES.  THE
 AW6608'OVER-ALL HEIGHT IS APPROXIMATELY 72 FEET.
 AW6608'
 AW6608'THE BASE OF THE CROSS WAS INTERSECTED.
 AW6608
 AW6608                          STATION RECOVERY (1987)
 AW6608
 AW6608'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6608'RECOVERED IN GOOD CONDITION.
 AW6608
 AW6608                          STATION RECOVERY (1993)
 AW6608
 AW6608'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6608'RECOVERED IN GOOD CONDITION.
 AW6608
 AW6608                          STATION RECOVERY (2004)
 AW6608
 AW6608'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6725 ***********************************************************************
 AW6725  DESIGNATION -  HOUSTON ST MARK METH CH SPIRE
 AW6725  PID         -  AW6725
 AW6725  STATE/COUNTY-  TX/HARRIS
 AW6725  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6725
 AW6725                         *CURRENT SURVEY CONTROL
 AW6725  ___________________________________________________________________
 AW6725* NAD 83(1993)-  29 47 25.42219(N)    095 22 39.94687(W)     ADJUSTED  
 AW6725* NAVD 88     -                                                        
 AW6725  ___________________________________________________________________
 AW6725  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW6725  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW6725
 AW6725  HORZ ORDER  -  THIRD
 AW6725
 AW6725.The horizontal coordinates were established by classical geodetic methods
 AW6725.and adjusted by the National Geodetic Survey in February 1996..
 AW6725
 AW6725
 AW6725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6725
 AW6725.The geoid height was determined by GEOID03.
 AW6725
 AW6725;                    North         East     Units Scale Factor Converg.
 AW6725;SPC TXSC     - 4,222,318.907   950,135.445   MT  0.99989474   +1 46 28.5
 AW6725;SPC TXSC     -13,852,724.61  3,117,236.04   sFT  0.99989474   +1 46 28.5
 AW6725;UTM  15      - 3,297,930.149   270,156.211   MT  1.00025185   -1 10 54.7
 AW6725
 AW6725                          SUPERSEDED SURVEY CONTROL
 AW6725
 AW6725  NAD 83(1986)-  29 47 25.43665(N)    095 22 39.92802(W) AD(       ) 4
 AW6725  NAD 27      -  29 47 24.61876(N)    095 22 39.15009(W) AD(       ) 3
 AW6725
 AW6725.Superseded values are not recommended for survey control.
 AW6725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6725.See file dsdata.txt to determine how the superseded data were derived.
 AW6725
 AW6725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7015697930(NAD 83)
 AW6725_MARKER: 90 = CHURCH SPIRE
 AW6725
 AW6725  HISTORY     - Date     Condition        Report By
 AW6725  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6725  HISTORY     - 20040325 GOOD             USPSQD
 AW6725
 AW6725                          STATION DESCRIPTION
 AW6725
 AW6725'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6725'THE STATION IS LOCATED AT 600 PECORE STREET IN HOUSTON.
 AW6725'
 AW6725'THE SPIRE IS BLACK IN COLOR AND HAS A CROSS ATTACHED TO THE TOP.
 AW6725'THE OVER-ALL HEIGHT IS ABOUT 90 FEET.
 AW6725'
 AW6725'THE POINT INTERSECTED WAS THE TOP CENTER OF THE SPIRE.
 AW6725
 AW6725                          STATION RECOVERY (2004)
 AW6725
 AW6725'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6724 ***********************************************************************
 AW6724  DESIGNATION -  HOUSTON STANDARD RICE CO TANK
 AW6724  PID         -  AW6724
 AW6724  STATE/COUNTY-  TX/HARRIS
 AW6724  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6724
 AW6724                         *CURRENT SURVEY CONTROL
 AW6724  ___________________________________________________________________
 AW6724* NAD 83(1993)-  29 45 49.69648(N)    095 23 24.29479(W)     ADJUSTED  
 AW6724* NAVD 88     -                                                        
 AW6724  ___________________________________________________________________
 AW6724  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6724  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW6724
 AW6724  HORZ ORDER  -  THIRD
 AW6724
 AW6724.The horizontal coordinates were established by classical geodetic methods
 AW6724.and adjusted by the National Geodetic Survey in February 1996..
 AW6724
 AW6724
 AW6724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6724
 AW6724.The geoid height was determined by GEOID03.
 AW6724
 AW6724;                    North         East     Units Scale Factor Converg.
 AW6724;SPC TXSC     - 4,219,336.288   949,036.004   MT  0.99989116   +1 46 06.8
 AW6724;SPC TXSC     -13,842,939.14  3,113,628.96   sFT  0.99989116   +1 46 06.8
 AW6724;UTM  15      - 3,295,007.138   268,903.969   MT  1.00025898   -1 11 13.3
 AW6724
 AW6724                          SUPERSEDED SURVEY CONTROL
 AW6724
 AW6724  NAD 83(1986)-  29 45 49.71145(N)    095 23 24.27589(W) AD(       ) 4
 AW6724  NAD 27      -  29 45 48.88527(N)    095 23 23.50024(W) AD(       ) 3
 AW6724
 AW6724.Superseded values are not recommended for survey control.
 AW6724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6724.See file dsdata.txt to determine how the superseded data were derived.
 AW6724
 AW6724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6890495007(NAD 83)
 AW6724_MARKER: 53 = ELEVATED TANK
 AW6724
 AW6724  HISTORY     - Date     Condition        Report By
 AW6724  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6724  HISTORY     - 1952     GOOD             CGS
 AW6724  HISTORY     - 20040619 MARK NOT FOUND   USPSQD
 AW6724
 AW6724                          STATION DESCRIPTION
 AW6724
 AW6724'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6724'THIS INTERSECTION STATION IS IN THE NW PART OF HOUSTON, ABOUT 300
 AW6724'FEET S OF BUTLER AVENUE, AND 500 FEET E OF THE SOUTHERN
 AW6724'PACIFIC RAILROAD TRACKS.  THE TANK AND FOUR-LEG TRUSSWORK
 AW6724'SUPPORTING TOWER ARE BUILT OF STEEL, PAINTED BLACK.  THE
 AW6724'TANK HAS THE NAME STANDARD RICE CO. PAINTED ON ITS SIDE.
 AW6724'IT WAS BUILT IN 1917.  THE POINT LOCATED WAS A BALL CENTERED AT
 AW6724'THE APEX OF THE CONICAL ROOF OF THE TANK.
 AW6724
 AW6724                          STATION RECOVERY (1952)
 AW6724
 AW6724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6724'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AW6724'IS ADEQUATE WITH THE FOLLOWING CHANGES--
 AW6724'
 AW6724'THE NAME OF THE COMPANY IS NOW AMERICAN RICE GROWERS COOPERATIVE
 AW6724'ASSOCIATION.
 AW6724'
 AW6724'THE TANK HAS AMERICAN RICE GROWERS PAINTED ON ITS SIDE.
 AW6724
 AW6724                          STATION RECOVERY (2004)
 AW6724
 AW6724'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6724'NEW TOWN HOUSES HERE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6519 ***********************************************************************
 AW6519  DESIGNATION -  HOUSTON STAUFFER CHEM TANK
 AW6519  PID         -  AW6519
 AW6519  STATE/COUNTY-  TX/HARRIS
 AW6519  USGS QUAD   -  PARK PLACE (1995)
 AW6519
 AW6519                         *CURRENT SURVEY CONTROL
 AW6519  ___________________________________________________________________
 AW6519* NAD 83(1993)-  29 43 11.42443(N)    095 16 09.20968(W)     ADJUSTED  
 AW6519* NAVD 88     -                                                        
 AW6519  ___________________________________________________________________
 AW6519  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AW6519  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6519
 AW6519  HORZ ORDER  -  THIRD
 AW6519
 AW6519.The horizontal coordinates were established by classical geodetic methods
 AW6519.and adjusted by the National Geodetic Survey in February 1996..
 AW6519
 AW6519
 AW6519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6519
 AW6519.The geoid height was determined by GEOID03.
 AW6519
 AW6519;                    North         East     Units Scale Factor Converg.
 AW6519;SPC TXSC     - 4,214,832.664   960,872.950   MT  0.99988573   +1 49 39.9
 AW6519;SPC TXSC     -13,828,163.50  3,152,464.00   sFT  0.99988573   +1 49 39.9
 AW6519;UTM  15      - 3,289,897.688   280,496.981   MT  1.00019452   -1 07 31.6
 AW6519
 AW6519                          SUPERSEDED SURVEY CONTROL
 AW6519
 AW6519  NAD 83(1986)-  29 43 11.43909(N)    095 16 09.19029(W) AD(       ) 4
 AW6519  NAD 27      -  29 43 10.61572(N)    095 16 08.42076(W) AD(       ) 3
 AW6519
 AW6519.Superseded values are not recommended for survey control.
 AW6519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6519.See file dsdata.txt to determine how the superseded data were derived.
 AW6519
 AW6519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8049789898(NAD 83)
 AW6519_MARKER: 53 = ELEVATED TANK
 AW6519
 AW6519  HISTORY     - Date     Condition        Report By
 AW6519  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6519  HISTORY     - 1987     GOOD             USPSQD
 AW6519  HISTORY     - 20040326 GOOD             USPSQD
 AW6519
 AW6519                          STATION DESCRIPTION
 AW6519
 AW6519'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6519'THE STATION IS LOCATED 6 MILES EAST AND 2-3/4 MILES SOUTH OF THE
 AW6519'CENTER OF HOUSTON, 1 MILE NORTH OF INTERSTATE 610 (SOUTH LOOP) AND
 AW6519'AT 8615 MANCHESTER STREET.
 AW6519'
 AW6519'IT IS A WATER TANK, SUPPORTED BY FOUR LACED CHANNEL STEEL LEGS,
 AW6519'ELLIPSOIDAL TOP AND BOTTOM AND PAINTED IVORY WITH RED LETTERING
 AW6519'STAUFFER CHEMICALS WHICH IS ENCIRCLED WITH A RED BAND ON THE SIDE
 AW6519'OF THE TANK.  THE TANK HAS AN OVER-ALL HEIGHT OF APPROXIMATELY 130
 AW6519'FEET.
 AW6519'
 AW6519'THE POINT INTERSECTED WAS THE CAP AT THE APEX OF THE TANK, JUST
 AW6519'BELOW THE WEATHER VANE.
 AW6519
 AW6519                          STATION RECOVERY (1987)
 AW6519
 AW6519'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6519'RECOVERED IN GOOD CONDITION.
 AW6519
 AW6519                          STATION RECOVERY (2004)
 AW6519
 AW6519'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6900 ***********************************************************************
 AW6900  DESIGNATION -  HOUSTON STRAN STEEL CO TANK
 AW6900  PID         -  AW6900
 AW6900  STATE/COUNTY-  TX/HARRIS
 AW6900  USGS QUAD   -  SATSUMA (1982)
 AW6900
 AW6900                         *CURRENT SURVEY CONTROL
 AW6900  ___________________________________________________________________
 AW6900* NAD 83(1993)-  29 52 41.88962(N)    095 35 15.77366(W)     ADJUSTED  
 AW6900* NAVD 88     -                                                        
 AW6900  ___________________________________________________________________
 AW6900  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW6900  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW6900
 AW6900  HORZ ORDER  -  THIRD
 AW6900
 AW6900.The horizontal coordinates were established by classical geodetic methods
 AW6900.and adjusted by the National Geodetic Survey in February 1996..
 AW6900
 AW6900
 AW6900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6900
 AW6900.The geoid height was determined by GEOID03.
 AW6900
 AW6900;                    North         East     Units Scale Factor Converg.
 AW6900;SPC TXSC     - 4,231,447.970   929,562.603   MT  0.99990808   +1 40 18.2
 AW6900;SPC TXSC     -13,882,675.55  3,049,739.97   sFT  0.99990808   +1 40 18.2
 AW6900;UTM  15      - 3,308,113.175   250,073.821   MT  1.00037074   -1 17 23.2
 AW6900
 AW6900                          SUPERSEDED SURVEY CONTROL
 AW6900
 AW6900  NAD 83(1986)-  29 52 41.90428(N)    095 35 15.75547(W) AD(       ) 4
 AW6900  NAD 27      -  29 52 41.09205(N)    095 35 14.95898(W) AD(       ) 3
 AW6900
 AW6900.Superseded values are not recommended for survey control.
 AW6900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6900.See file dsdata.txt to determine how the superseded data were derived.
 AW6900
 AW6900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5007408113(NAD 83)
 AW6900_MARKER: 53 = ELEVATED TANK
 AW6900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6900+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2004
 AW6900
 AW6900  HISTORY     - Date     Condition        Report By
 AW6900  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6900  HISTORY     - 20040213 GOOD             USPSQD
 AW6900
 AW6900                          STATION DESCRIPTION
 AW6900
 AW6900'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6900'THE STATION IS LOCATED 1 MILES WEST OF THE JUNCTION OF U.S. HIGHWAY
 AW6900'290 AND FARM ROAD 529 IN JERSEY VILLAGE AND OWNED BY THE STRAN
 AW6900'STEEL COMPANY.
 AW6900'
 AW6900'IT IS A PEDESTAL SPHERE TYPE WATER TANK PAINTED WHITE AND HAS THE
 AW6900'EMBLEM IN RED AND WHITE OF THE STRAN STEEL COMPANY ON THE NORTHEAST
 AW6900'SIDE.  THE OVER-ALL HEIGHT IS 130 FEET.
 AW6900'
 AW6900'THE POINT INTERSECTED WAS THE CENTER OF THE RISER OF THE TANK.
 AW6900
 AW6900                          STATION RECOVERY (2004)
 AW6900
 AW6900'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW6900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6644 ***********************************************************************
 AW6644  DESIGNATION -  HOUSTON SW BELL TEL RAD MAST
 AW6644  PID         -  AW6644
 AW6644  STATE/COUNTY-  TX/HARRIS
 AW6644  USGS QUAD   -  SETTEGAST (1995)
 AW6644
 AW6644                         *CURRENT SURVEY CONTROL
 AW6644  ___________________________________________________________________
 AW6644* NAD 83(1993)-  29 45 12.44887(N)    095 19 21.23700(W)     ADJUSTED  
 AW6644* NAVD 88     -                                                        
 AW6644  ___________________________________________________________________
 AW6644  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW6644  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW6644
 AW6644  HORZ ORDER  -  THIRD
 AW6644
 AW6644.The horizontal coordinates were established by classical geodetic methods
 AW6644.and adjusted by the National Geodetic Survey in February 1996..
 AW6644
 AW6644
 AW6644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6644
 AW6644.The geoid height was determined by GEOID03.
 AW6644
 AW6644;                    North         East     Units Scale Factor Converg.
 AW6644;SPC TXSC     - 4,218,393.464   955,597.923   MT  0.99988983   +1 48 05.8
 AW6644;SPC TXSC     -13,839,845.89  3,135,157.52   sFT  0.99988983   +1 48 05.8
 AW6644;UTM  15      - 3,293,726.825   275,410.832   MT  1.00022239   -1 09 11.2
 AW6644
 AW6644                          SUPERSEDED SURVEY CONTROL
 AW6644
 AW6644  NAD 83(1986)-  29 45 12.46337(N)    095 19 21.21777(W) AD(       ) 4
 AW6644  NAD 27      -  29 45 11.64249(N)    095 19 20.44577(W) AD(       ) 3
 AW6644
 AW6644.Superseded values are not recommended for survey control.
 AW6644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6644.See file dsdata.txt to determine how the superseded data were derived.
 AW6644
 AW6644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7541193727(NAD 83)
 AW6644_MARKER: 42 = RADIO/TV MAST
 AW6644
 AW6644  HISTORY     - Date     Condition        Report By
 AW6644  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6644  HISTORY     - 1963     GOOD             CGS
 AW6644  HISTORY     - 1968     GOOD             CGS
 AW6644  HISTORY     - 20040325 GOOD             USPSQD
 AW6644
 AW6644                          STATION DESCRIPTION
 AW6644
 AW6644'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6644'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF THE CITY
 AW6644'OF HOUSTON, 300 FEET NORTH OF CRITES STREET AND 100 FEET WEST
 AW6644'OF LOCKWOOD DRIVE.  IT IS A 4-LEGGED STEEL STRUCTURE HAVING
 AW6644'AN OVERALL HEIGHT OF 300 FEET.  THE LIGHT AT THE TOP WAS THE
 AW6644'POINT OBSERVED.
 AW6644
 AW6644                          STATION RECOVERY (1963)
 AW6644
 AW6644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6644'PREVIOUS DESCRIPTION WAS NOT FURNISHED THIS PARTY AT THIS TIME.
 AW6644'
 AW6644'THE STATION WAS RECOVERED AND A NEW DESCRIPTION FOLLOWS.
 AW6644'LOCATED ABOUT 2.0 MILES EAST OF DOWNTOWN HOUSTON, ON THE WEST
 AW6644'SIDE OF LOCKWOOD DRIVE BETWEEN NAVIGATION BOULEVARD AND BUFFALO
 AW6644'BAYOU.  IT IS ON THE PROPERTY OF THE SOUTHWESTERN BELL TELEPHONE
 AW6644'COMPANY.  IT IS A FOUR LEG, ALTERNATE RED AND WHITE, 200
 AW6644'FOOT HIGH MAST.  IT HAS A LIGHT AND A TV TYPE ANTENNA AT THE
 AW6644'APEX.  THE INTERSECTION POINT WAS THE TOP CENTER.
 AW6644
 AW6644                          STATION RECOVERY (1968)
 AW6644
 AW6644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6644'THE STATION WAS RECOVERED.  DUE TO SEVERAL ERRORS IN THE
 AW6644'PREVIOUS DESCRIPTIONS A NEW DESCRIPTION FOLLOWS.
 AW6644'
 AW6644'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF THE
 AW6644'CENTER OF HOUSTON AT 601 LOCKWOOD DRIVE.  THE MAST IS ON THE ROOF
 AW6644'OF THE WESTERN ELECTRIC COMPANY BUILDING BUT IS OWNED BY
 AW6644'SOUTHWESTERN BELL TELEPHONE COMPANY.
 AW6644'
 AW6644'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ALTERNATE RED AND
 AW6644'WHITE WITH AN OVER-ALL HEIGHT OF 240 FEET.  AT THE TOP CENTER
 AW6644'IS A RED LIGHT WITH ANTENNAS PROJECTING ON FOUR SIDES.
 AW6644'
 AW6644'THE RED LIGHT WAS INTERSECTED.
 AW6644
 AW6644                          STATION RECOVERY (2004)
 AW6644
 AW6644'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6680 ***********************************************************************
 AW6680  DESIGNATION -  HOUSTON SW BELL TEL CO MAST
 AW6680  PID         -  AW6680
 AW6680  STATE/COUNTY-  TX/HARRIS
 AW6680  USGS QUAD   -  SETTEGAST (1995)
 AW6680
 AW6680                         *CURRENT SURVEY CONTROL
 AW6680  ___________________________________________________________________
 AW6680* NAD 83(1993)-  29 50 22.31623(N)    095 18 09.46305(W)     ADJUSTED  
 AW6680* NAVD 88     -                                                        
 AW6680  ___________________________________________________________________
 AW6680  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW6680  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW6680
 AW6680  HORZ ORDER  -  THIRD
 AW6680
 AW6680.The horizontal coordinates were established by classical geodetic methods
 AW6680.and adjusted by the National Geodetic Survey in February 1996..
 AW6680
 AW6680
 AW6680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6680
 AW6680.The geoid height was determined by GEOID03.
 AW6680
 AW6680;                    North         East     Units Scale Factor Converg.
 AW6680;SPC TXSC     - 4,227,989.735   957,223.594   MT  0.99990190   +1 48 41.0
 AW6680;SPC TXSC     -13,871,329.66  3,140,491.07   sFT  0.99990190   +1 48 41.0
 AW6680;UTM  15      - 3,303,229.535   277,529.917   MT  1.00021069   -1 08 46.3
 AW6680
 AW6680                          SUPERSEDED SURVEY CONTROL
 AW6680
 AW6680  NAD 83(1986)-  29 50 22.33103(N)    095 18 09.44441(W) AD(       ) 4
 AW6680  NAD 27      -  29 50 21.52052(N)    095 18 08.67586(W) AD(       ) 3
 AW6680
 AW6680.Superseded values are not recommended for survey control.
 AW6680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6680.See file dsdata.txt to determine how the superseded data were derived.
 AW6680
 AW6680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7753003230(NAD 83)
 AW6680_MARKER: 42 = RADIO/TV MAST
 AW6680
 AW6680  HISTORY     - Date     Condition        Report By
 AW6680  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6680
 AW6680                          STATION DESCRIPTION
 AW6680
 AW6680'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6680'THE STATION IS LOCATED 7-1/2 MILES NORTH AND 5-1/2 MILES EAST OF
 AW6680'THE CENTER OF HOUSTON AT 8733 HOMESTEAD ROAD.  IT IS A SOLID POLE
 AW6680'PAINTED ALTERNATE RED AND WHITE AND IT HAS AN OVER-ALL HEIGHT OF
 AW6680'150 FEET.
 AW6680'
 AW6680'THE MAST IS OWNED BY THE SOUTHWESTERN BELL TELEPHONE COMPANY.  THE
 AW6680'POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6912 ***********************************************************************
 AW6912  DESIGNATION -  HOUSTON TEXAS TENN IND INC TK
 AW6912  PID         -  AW6912
 AW6912  STATE/COUNTY-  TX/HARRIS
 AW6912  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW6912
 AW6912                         *CURRENT SURVEY CONTROL
 AW6912  ___________________________________________________________________
 AW6912* NAD 83(1993)-  29 47 10.37220(N)    095 33 49.97338(W)     ADJUSTED  
 AW6912* NAVD 88     -                                                        
 AW6912  ___________________________________________________________________
 AW6912  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6912  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW6912
 AW6912  HORZ ORDER  -  THIRD
 AW6912
 AW6912.The horizontal coordinates were established by classical geodetic methods
 AW6912.and adjusted by the National Geodetic Survey in February 1996..
 AW6912
 AW6912
 AW6912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6912
 AW6912.The geoid height was determined by GEOID03.
 AW6912
 AW6912;                    North         East     Units Scale Factor Converg.
 AW6912;SPC TXSC     - 4,221,312.844   932,163.647   MT  0.99989416   +1 41 00.2
 AW6912;SPC TXSC     -13,849,423.89  3,058,273.57   sFT  0.99989416   +1 41 00.2
 AW6912;UTM  15      - 3,297,852.517   252,149.066   MT  1.00035800   -1 16 27.5
 AW6912
 AW6912                          SUPERSEDED SURVEY CONTROL
 AW6912
 AW6912  NAD 83(1986)-  29 47 10.38663(N)    095 33 49.95503(W) AD(       ) 4
 AW6912  NAD 27      -  29 47 09.56471(N)    095 33 49.15912(W) AD(       ) 3
 AW6912
 AW6912.Superseded values are not recommended for survey control.
 AW6912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6912.See file dsdata.txt to determine how the superseded data were derived.
 AW6912
 AW6912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5214997853(NAD 83)
 AW6912_MARKER: 53 = ELEVATED TANK
 AW6912
 AW6912  HISTORY     - Date     Condition        Report By
 AW6912  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6912
 AW6912                          STATION DESCRIPTION
 AW6912
 AW6912'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6912'THE STATION IS OWNED BY THE TEXAS-TENNESEE INDUSTRIES INCORPORATED,
 AW6912'ABOUT 12-1/4 MILES WEST-NORTHWEST OF THE CENTER OF HOUSTON, 5 MILES
 AW6912'EAST OF ADDICKS AND AT 1001 WEST BELL ROAD.
 AW6912'
 AW6912'IT IS A WATER TANK, SUPPORTED BY THREE TUBULAR LEGS AND HAS A
 AW6912'HEMISPHERICAL TOP AND A CONICAL BOTTOM, WHITE IN COLOR WITH RED
 AW6912'LETTERING TTI ON THE SIDE OF THE TANK.  THE OVER-ALL HEIGHT IS
 AW6912'130 FEET.
 AW6912'
 AW6912'THE POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6722 ***********************************************************************
 AW6722  DESIGNATION -  HOUSTON TEXTILE CO WATER TANK
 AW6722  PID         -  AW6722
 AW6722  STATE/COUNTY-  TX/HARRIS
 AW6722  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6722
 AW6722                         *CURRENT SURVEY CONTROL
 AW6722  ___________________________________________________________________
 AW6722* NAD 83(1993)-  29 49 11.51346(N)    095 22 35.28368(W)     ADJUSTED  
 AW6722* NAVD 88     -                                                        
 AW6722  ___________________________________________________________________
 AW6722  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AW6722  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW6722
 AW6722  HORZ ORDER  -  THIRD
 AW6722
 AW6722.The horizontal coordinates were established by classical geodetic methods
 AW6722.and adjusted by the National Geodetic Survey in February 1996..
 AW6722
 AW6722
 AW6722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6722
 AW6722.The geoid height was determined by GEOID03.
 AW6722
 AW6722;                    North         East     Units Scale Factor Converg.
 AW6722;SPC TXSC     - 4,225,587.583   950,159.428   MT  0.99989895   +1 46 30.8
 AW6722;SPC TXSC     -13,863,448.60  3,117,314.72   sFT  0.99989895   +1 46 30.8
 AW6722;UTM  15      - 3,301,194.393   270,348.848   MT  1.00025076   -1 10 56.2
 AW6722
 AW6722                          SUPERSEDED SURVEY CONTROL
 AW6722
 AW6722  NAD 83(1986)-  29 49 11.52785(N)    095 22 35.26485(W) AD(       ) 4
 AW6722  NAD 27      -  29 49 10.71375(N)    095 22 34.48833(W) AD(       ) 3
 AW6722
 AW6722.Superseded values are not recommended for survey control.
 AW6722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6722.See file dsdata.txt to determine how the superseded data were derived.
 AW6722
 AW6722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7034901194(NAD 83)
 AW6722_MARKER: 53 = ELEVATED TANK
 AW6722
 AW6722  HISTORY     - Date     Condition        Report By
 AW6722  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6722  HISTORY     - 1968     GOOD             CGS
 AW6722
 AW6722                          STATION DESCRIPTION
 AW6722
 AW6722'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6722'THIS INTERSECTION STATION IS LOCATED IN THE NW PART OF THE
 AW6722'CITY, 142 PACES W OF EAST MONTGOMERY ROAD, AND 50 PACES
 AW6722'N OF THE BURLINGTON-ROCK ISLAND RAILROAD TRACKS.  THE TANK
 AW6722'AND FOUR-LEG TRUSSWORK SUPPORTING TOWER ARE OF STEEL CONSTRUCTION,
 AW6722'PAINTED ALUMINUM.  THERE IS A SECOND AND SMALLER TANK DIRECTLY
 AW6722'BENEATH THE MAIN TANK AND SUPPORTED BY THE SAME TOWER.  THE
 AW6722'LARGER TANK HAS THE NAME HOUSTON MILLS IN BLACK LETTERS
 AW6722'ON THE S SIDE.  IT IS ABOUT 100 FEET HIGH AND WAS BUILT IN
 AW6722'1924.  THE POINT LOCATED WAS THE APEX OF THE CONICAL ROOF
 AW6722'OF THE LARGEST TANK.
 AW6722
 AW6722                          STATION RECOVERY (1968)
 AW6722
 AW6722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6722'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 AW6722'BY F.B.Q. 1942 WITH THE FOLLOWING EXCEPTIONS.
 AW6722'
 AW6722'THE LARGER TANK HAS THE NAME HOUSTON TEXTILE CO IN BLACK
 AW6722'LETTERS ON THE SOUTH SIDE AND IT IS LOCATED JUST WEST-NORTHWEST
 AW6722'OF THE INTERSECTION OF ENID AND FULTON STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6730 ***********************************************************************
 AW6730  DESIGNATION -  HOUSTON TV STA KHOU MAST
 AW6730  PID         -  AW6730
 AW6730  STATE/COUNTY-  TX/HARRIS
 AW6730  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6730
 AW6730                         *CURRENT SURVEY CONTROL
 AW6730  ___________________________________________________________________
 AW6730* NAD 83(1993)-  29 45 37.31587(N)    095 23 14.99358(W)     ADJUSTED  
 AW6730* NAVD 88     -                                                        
 AW6730  ___________________________________________________________________
 AW6730  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AW6730  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6730
 AW6730  HORZ ORDER  -  THIRD
 AW6730
 AW6730.The horizontal coordinates were established by classical geodetic methods
 AW6730.and adjusted by the National Geodetic Survey in February 1996..
 AW6730
 AW6730
 AW6730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6730
 AW6730.The geoid height was determined by GEOID03.
 AW6730
 AW6730;                    North         East     Units Scale Factor Converg.
 AW6730;SPC TXSC     - 4,218,963.011   949,297.507   MT  0.99989072   +1 46 11.3
 AW6730;SPC TXSC     -13,841,714.48  3,114,486.90   sFT  0.99989072   +1 46 11.3
 AW6730;UTM  15      - 3,294,620.732   269,145.966   MT  1.00025760   -1 11 08.2
 AW6730
 AW6730                          SUPERSEDED SURVEY CONTROL
 AW6730
 AW6730  NAD 83(1986)-  29 45 37.33019(N)    095 23 14.97472(W) AD(       ) 4
 AW6730  NAD 27      -  29 45 36.50869(N)    095 23 14.19591(W) AD(       ) 3
 AW6730
 AW6730.Superseded values are not recommended for survey control.
 AW6730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6730.See file dsdata.txt to determine how the superseded data were derived.
 AW6730
 AW6730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6914694621(NAD 83)
 AW6730_MARKER: 42 = RADIO/TV MAST
 AW6730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6730+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2004
 AW6730
 AW6730  HISTORY     - Date     Condition        Report By
 AW6730  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6730  HISTORY     - 1987     GOOD             USPSQD
 AW6730  HISTORY     - 19931117 GOOD             USPSQD
 AW6730  HISTORY     - 20040619 GOOD             USPSQD
 AW6730
 AW6730                          STATION DESCRIPTION
 AW6730
 AW6730'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6730'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF THE CENTER OF
 AW6730'HOUSTON AT 1945 ALLEN PARKWAY.
 AW6730'
 AW6730'THE MAST IS A THREE-LEGGED STEEL STRUCTURE THAT IS PAINTED ALTERNATE
 AW6730'RED AND WHITE.  ON THE LOWER PART OF THE MAST ON THE EAST AND WEST
 AW6730'SIDES IS KHOU TV IN RED LETTERS.  THE LIGHT AT THE TOP IS ON THE
 AW6730'WEST SIDE OF THE MAST.  IT IS LOCATED ON THE SOUTHEAST CORNER OF
 AW6730'THE BUILDING AND THE OVER-ALL HEIGHT IS 203 FEET.
 AW6730'
 AW6730'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX.
 AW6730
 AW6730                          STATION RECOVERY (1987)
 AW6730
 AW6730'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6730'RECOVERED IN GOOD CONDITION.
 AW6730
 AW6730                          STATION RECOVERY (1993)
 AW6730
 AW6730'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6730'RECOVERED IN GOOD CONDITION.
 AW6730
 AW6730                          STATION RECOVERY (2004)
 AW6730
 AW6730'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6606 ***********************************************************************
 AW6606  DESIGNATION -  HOUSTON TV STA KTRK MAST
 AW6606  PID         -  AW6606
 AW6606  STATE/COUNTY-  TX/HARRIS
 AW6606  USGS QUAD   -  BELLAIRE (1995)
 AW6606
 AW6606                         *CURRENT SURVEY CONTROL
 AW6606  ___________________________________________________________________
 AW6606* NAD 83(1993)-  29 43 34.55087(N)    095 25 43.47847(W)     ADJUSTED  
 AW6606* NAVD 88     -                                                        
 AW6606  ___________________________________________________________________
 AW6606  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6606  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6606
 AW6606  HORZ ORDER  -  THIRD
 AW6606
 AW6606.The horizontal coordinates were established by classical geodetic methods
 AW6606.and adjusted by the National Geodetic Survey in February 1996..
 AW6606
 AW6606
 AW6606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6606
 AW6606.The geoid height was determined by GEOID03.
 AW6606
 AW6606;                    North         East     Units Scale Factor Converg.
 AW6606;SPC TXSC     - 4,215,062.634   945,426.042   MT  0.99988649   +1 44 58.6
 AW6606;SPC TXSC     -13,828,917.99  3,101,785.27   sFT  0.99988649   +1 44 58.6
 AW6606;UTM  15      - 3,290,923.710   265,077.033   MT  1.00028099   -1 12 17.5
 AW6606
 AW6606                          SUPERSEDED SURVEY CONTROL
 AW6606
 AW6606  NAD 83(1986)-  29 43 34.56514(N)    095 25 43.45965(W) AD(       ) 4
 AW6606  NAD 27      -  29 43 33.73921(N)    095 25 42.67524(W) AD(       ) 3
 AW6606
 AW6606.Superseded values are not recommended for survey control.
 AW6606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6606.See file dsdata.txt to determine how the superseded data were derived.
 AW6606
 AW6606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6507790924(NAD 83)
 AW6606_MARKER: 42 = RADIO/TV MAST
 AW6606
 AW6606  HISTORY     - Date     Condition        Report By
 AW6606  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6606  HISTORY     - 1987     GOOD             USPSQD
 AW6606  HISTORY     - 19931030 GOOD             USPSQD
 AW6606  HISTORY     - 20040529 GOOD             USPSQD
 AW6606
 AW6606                          STATION DESCRIPTION
 AW6606
 AW6606'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6606'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE BUFFALO
 AW6606'SPEEDWAY AND BISSONNET STREET AND AT 5313 WESTCHESTER.
 AW6606'
 AW6606'IT IS A THREE LEGGED STEEL STRUCTURE PAINTED ALTERNATE RED AND
 AW6606'WHITE AND HAS 13 ON THE THREE SIDES OF THE MAST NEAR THE TOP.  IT
 AW6606'HAS AN OVER-ALL HEIGHT OF 200 FEET.
 AW6606'
 AW6606'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE EAST LEG.
 AW6606
 AW6606                          STATION RECOVERY (1987)
 AW6606
 AW6606'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6606'RECOVERED IN GOOD CONDITION.
 AW6606
 AW6606                          STATION RECOVERY (1993)
 AW6606
 AW6606'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6606'RECOVERED IN GOOD CONDITION.
 AW6606
 AW6606                          STATION RECOVERY (2004)
 AW6606
 AW6606'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6530 ***********************************************************************
 AW6530  DESIGNATION -  HOUSTON VILLA DE MATEL TOWER
 AW6530  PID         -  AW6530
 AW6530  STATE/COUNTY-  TX/HARRIS
 AW6530  USGS QUAD   -  PARK PLACE (1995)
 AW6530
 AW6530                         *CURRENT SURVEY CONTROL
 AW6530  ___________________________________________________________________
 AW6530* NAD 83(1993)-  29 43 22.55529(N)    095 18 49.07718(W)     ADJUSTED  
 AW6530* NAVD 88     -                                                        
 AW6530  ___________________________________________________________________
 AW6530  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6530  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6530
 AW6530  HORZ ORDER  -  THIRD
 AW6530
 AW6530.The horizontal coordinates were established by classical geodetic methods
 AW6530.and adjusted by the National Geodetic Survey in February 1996..
 AW6530
 AW6530
 AW6530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6530
 AW6530.The geoid height was determined by GEOID03.
 AW6530
 AW6530;                    North         East     Units Scale Factor Converg.
 AW6530;SPC TXSC     - 4,215,038.973   956,568.089   MT  0.99988609   +1 48 21.6
 AW6530;SPC TXSC     -13,828,840.36  3,138,340.47   sFT  0.99988609   +1 48 21.6
 AW6530;UTM  15      - 3,290,325.662   276,207.094   MT  1.00021799   -1 08 51.3
 AW6530
 AW6530                          SUPERSEDED SURVEY CONTROL
 AW6530
 AW6530  NAD 83(1986)-  29 43 22.56985(N)    095 18 49.05756(W) AD(       ) 4
 AW6530  NAD 27      -  29 43 21.74591(N)    095 18 48.28431(W) AD(       ) 3
 AW6530
 AW6530.Superseded values are not recommended for survey control.
 AW6530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6530.See file dsdata.txt to determine how the superseded data were derived.
 AW6530
 AW6530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7620790326(NAD 83)
 AW6530_MARKER: 55 = TOWER
 AW6530
 AW6530  HISTORY     - Date     Condition        Report By
 AW6530  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6530  HISTORY     - 1987     GOOD             USPSQD
 AW6530  HISTORY     - 19931117 GOOD             USPSQD
 AW6530  HISTORY     - 20040326 GOOD             USPSQD
 AW6530
 AW6530                          STATION DESCRIPTION
 AW6530
 AW6530'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6530'THE STATION IS LOCATED AT 1500 WAYSIDE DRIVE ON PROPERTY OF THE
 AW6530'CATHOLIC CHURCH.
 AW6530'
 AW6530'THE BELL TOWER IS CONSTRUCTED OF BROWN BRICK, HAS FOUR SIDES AND HAS
 AW6530'A WINDOW IN EACH SIDE.  AT THE APEX OF THE ROOF IS A BALL WITH A
 AW6530'SPIKE ATOP.  THE OVER-ALL HEIGHT IS APPROXIMATELY 60 FEET.
 AW6530'
 AW6530'THE POINT INTERSECTED WAS THE BALL.
 AW6530
 AW6530                          STATION RECOVERY (1987)
 AW6530
 AW6530'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6530'RECOVERED IN GOOD CONDITION.
 AW6530
 AW6530                          STATION RECOVERY (1993)
 AW6530
 AW6530'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6530'RECOVERED IN GOOD CONDITION.
 AW6530
 AW6530                          STATION RECOVERY (2004)
 AW6530
 AW6530'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4062 ***********************************************************************
 DF4062  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4062  DESIGNATION -  HOUSTON WAAS 1 CORS ARP
 DF4062  CORS_ID     -  ZHU1
 DF4062  PID         -  DF4062
 DF4062  STATE/COUNTY-  TX/HARRIS
 DF4062  USGS QUAD   -  HUMBLE (1995)
 DF4062
 DF4062                         *CURRENT SURVEY CONTROL
 DF4062  ___________________________________________________________________
 DF4062* NAD 83(CORS)-  29 57 42.80876(N)    095 19 53.10144(W)     ADJUSTED  
 DF4062* NAVD 88     -                                                        
 DF4062  ___________________________________________________________________
 DF4062  EPOCH DATE  -        2002.00
 DF4062  X           -    -513,863.688 (meters)                     COMP
 DF4062  Y           -  -5,506,452.877 (meters)                     COMP
 DF4062  Z           -   3,166,720.460 (meters)                     COMP
 DF4062  ELLIP HEIGHT-          11.79  (meters)          (02/??/03) GPS OBS
 DF4062  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DF4062
 DF4062  HORZ ORDER  -  SPECIAL (CORS)
 DF4062  ELLP ORDER  -  SPECIAL (CORS)
 DF4062
 DF4062.ITRF positions are available for this station.
 DF4062.The coordinates were established by GPS observations
 DF4062.and adjusted by the National Geodetic Survey in February 2003..
 DF4062.The coordinates are valid at the epoch date displayed above.
 DF4062.The epoch date for horizontal control is a decimal equivalence
 DF4062.of Year/Month/Day.
 DF4062
 DF4062
 DF4062.The PID for the CORS L1 Phase Center is DF8963.
 DF4062
 DF4062.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4062
 DF4062.The ellipsoidal height was determined by GPS observations
 DF4062.and is referenced to NAD 83.
 DF4062
 DF4062.The geoid height was determined by GEOID03.
 DF4062
 DF4062;                    North         East     Units Scale Factor Converg.
 DF4062;SPC TXSC     - 4,241,457.872   954,017.736   MT  0.99992295   +1 47 50.2
 DF4062;SPC TXSC     -13,915,516.37  3,129,973.19   sFT  0.99992295   +1 47 50.2
 DF4062
 DF4062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4062!SPC TXSC     -   0.99999815  x   0.99992295  =   0.99992110
 DF4062
 DF4062                          SUPERSEDED SURVEY CONTROL
 DF4062
 DF4062.No superseded survey control is available for this station.
 DF4062
 DF4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7502316849(NAD 83)
 DF4062_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4062
 DF4062                          STATION DESCRIPTION
 DF4062
 DF4062'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4062'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4062'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4062'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4062'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4062'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8963 ***********************************************************************
 DF8963  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8963  DESIGNATION -  HOUSTON WAAS 1 CORS L1 PHASE CENTER
 DF8963  CORS_ID     -  ZHU1
 DF8963  PID         -  DF8963
 DF8963  STATE/COUNTY-  TX/HARRIS
 DF8963  USGS QUAD   -  HUMBLE (1995)
 DF8963
 DF8963                         *CURRENT SURVEY CONTROL
 DF8963  ___________________________________________________________________
 DF8963* NAD 83(CORS)-  29 57 42.80869(N)    095 19 53.10143(W)     ADJUSTED  
 DF8963* NAVD 88     -                                                        
 DF8963  ___________________________________________________________________
 DF8963  EPOCH DATE  -        2002.00
 DF8963  X           -    -513,863.719 (meters)                     COMP
 DF8963  Y           -  -5,506,453.214 (meters)                     COMP
 DF8963  Z           -   3,166,720.652 (meters)                     COMP
 DF8963  ELLIP HEIGHT-          12.18  (meters)          (02/??/03) GPS OBS
 DF8963  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DF8963
 DF8963  HORZ ORDER  -  SPECIAL (CORS)
 DF8963  ELLP ORDER  -  SPECIAL (CORS)
 DF8963
 DF8963.ITRF positions are available for this station.
 DF8963.The coordinates were established by GPS observations
 DF8963.and adjusted by the National Geodetic Survey in February 2003..
 DF8963.The coordinates are valid at the epoch date displayed above.
 DF8963.The epoch date for horizontal control is a decimal equivalence
 DF8963.of Year/Month/Day.
 DF8963
 DF8963
 DF8963.The PID for the CORS ARP is DF4062.
 DF8963
 DF8963.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8963
 DF8963.The ellipsoidal height was determined by GPS observations
 DF8963.and is referenced to NAD 83.
 DF8963
 DF8963.The geoid height was determined by GEOID03.
 DF8963
 DF8963;                    North         East     Units Scale Factor Converg.
 DF8963;SPC TXSC     - 4,241,457.870   954,017.736   MT  0.99992295   +1 47 50.2
 DF8963;SPC TXSC     -13,915,516.36  3,129,973.19   sFT  0.99992295   +1 47 50.2
 DF8963
 DF8963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8963!SPC TXSC     -   0.99999809  x   0.99992295  =   0.99992104
 DF8963
 DF8963                          SUPERSEDED SURVEY CONTROL
 DF8963
 DF8963.No superseded survey control is available for this station.
 DF8963
 DF8963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7502316849(NAD 83)
 DF8963_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF8963
 DF8963                          STATION DESCRIPTION
 DF8963
 DF8963'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF8963'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8963'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8963'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8963'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8963'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0956 ***********************************************************************
 BM0956  DESIGNATION -  HOUSTON WACO AIRWAY BEACON 13
 BM0956  PID         -  BM0956
 BM0956  STATE/COUNTY-  TX/BRAZOS
 BM0956  USGS QUAD   -  BRYAN WEST (1980)
 BM0956
 BM0956                         *CURRENT SURVEY CONTROL
 BM0956  ___________________________________________________________________
 BM0956* NAD 83(1993)-  30 44 07.63641(N)    096 23 10.51034(W)     ADJUSTED  
 BM0956* NAVD 88     -                                                        
 BM0956  ___________________________________________________________________
 BM0956  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BM0956  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BM0956
 BM0956  HORZ ORDER  -  THIRD
 BM0956
 BM0956.The horizontal coordinates were established by classical geodetic methods
 BM0956.and adjusted by the National Geodetic Survey in February 1996..
 BM0956
 BM0956
 BM0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0956
 BM0956.The geoid height was determined by GEOID03.
 BM0956
 BM0956;                    North         East     Units Scale Factor Converg.
 BM0956;SPC TX C     - 3,125,185.247 1,077,879.679   MT  0.99989245   +2 01 58.7
 BM0956;SPC TX C     -10,253,211.93  3,536,343.58   sFT  0.99989245   +2 01 58.7
 BM0956;UTM  14      - 3,403,202.769   750,252.080   MT  1.00037261   +1 20 11.5
 BM0956
 BM0956                          SUPERSEDED SURVEY CONTROL
 BM0956
 BM0956  NAD 83(1986)-  30 44 07.65022(N)    096 23 10.49099(W) AD(       ) 4
 BM0956  NAD 27      -  30 44 06.94500(N)    096 23 09.62300(W) AD(       ) 3
 BM0956
 BM0956.Superseded values are not recommended for survey control.
 BM0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0956.See file dsdata.txt to determine how the superseded data were derived.
 BM0956
 BM0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV5025203203(NAD 83)
 BM0956_MARKER: 22 = AIRWAY BEACON
 BM0956
 BM0956  HISTORY     - Date     Condition        Report By
 BM0956  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0956  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0956
 BM0956                          STATION DESCRIPTION
 BM0956
 BM0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0956'THE AIRWAY BEACON IS ABOUT 5 MILES NE OF THE CITY OF BRYAN.
 BM0956'IT IS REACHED FROM THE INTERSECTION OF ROUTES 6 AND 190
 BM0956'JUST NE OF BRYAN, BY GOING 0.05 MILE NW ON ROUTE 190, THEN
 BM0956'TURN RIGHT ON GRAVEL ROAD AND FOLLOW MAIN ROAD, KEEPING LEFT,
 BM0956'FOR 2.2 MILES, THEN TURN RIGHT FOR 0.9 MILE, THEN TURN LEFT
 BM0956'AND GO 0.9 MILE.  THE BEACON IS ABOUT 0.25 MILE E OF THIS
 BM0956'POINT IN OPEN FIELD.  IT IS A STANDARD RED AND WHITE AIRWAY
 BM0956'BEACON ABOUT 40 FEET HIGH WITH ROTATING LIGHTS.  THE ROTATING
 BM0956'LIGHT WAS THE POINT OBSERVED ON.
 BM0956
 BM0956                          STATION RECOVERY (1994)
 BM0956
 BM0956'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1047 ***********************************************************************
 BM1047  DESIGNATION -  HOUSTON WACO AIRWAY BEACON 15
 BM1047  PID         -  BM1047
 BM1047  STATE/COUNTY-  TX/ROBERTSON
 BM1047  USGS QUAD   -  HEARNE NORTH (1989)
 BM1047
 BM1047                         *CURRENT SURVEY CONTROL
 BM1047  ___________________________________________________________________
 BM1047* NAD 83(1993)-  30 53 11.32795(N)    096 31 42.86756(W)     ADJUSTED  
 BM1047* NAVD 88     -                                                        
 BM1047  ___________________________________________________________________
 BM1047  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BM1047  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BM1047
 BM1047  HORZ ORDER  -  THIRD
 BM1047
 BM1047.The horizontal coordinates were established by classical geodetic methods
 BM1047.and adjusted by the National Geodetic Survey in February 1996..
 BM1047
 BM1047
 BM1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1047
 BM1047.The geoid height was determined by GEOID03.
 BM1047
 BM1047;                    North         East     Units Scale Factor Converg.
 BM1047;SPC TX C     - 3,141,442.446 1,063,687.232   MT  0.99988374   +1 57 34.8
 BM1047;SPC TX C     -10,306,549.09  3,489,780.53   sFT  0.99988374   +1 57 34.8
 BM1047;UTM  14      - 3,419,637.800   736,251.213   MT  1.00028855   +1 16 09.4
 BM1047
 BM1047                          SUPERSEDED SURVEY CONTROL
 BM1047
 BM1047  NAD 83(1986)-  30 53 11.34057(N)    096 31 42.84754(W) AD(       ) 4
 BM1047  NAD 27      -  30 53 10.65600(N)    096 31 41.96800(W) AD(       ) 3
 BM1047
 BM1047.Superseded values are not recommended for survey control.
 BM1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1047.See file dsdata.txt to determine how the superseded data were derived.
 BM1047
 BM1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV3625119638(NAD 83)
 BM1047_MARKER: 22 = AIRWAY BEACON
 BM1047
 BM1047  HISTORY     - Date     Condition        Report By
 BM1047  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM1047  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1047
 BM1047                          STATION DESCRIPTION
 BM1047
 BM1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1047'THIS INTERSECTION STATION IS A STANDARD RED AND WHITE AIRWAY
 BM1047'BEACON.  IT IS 4.20 MILES E OF HEARNE, 0.15 MILE S OF THE
 BM1047'HEARNE-WHEELOCK ROAD AND SCHOOLHOUSE.  THE BEACON IS 20 FEET
 BM1047'E OF A GRAVEL ROAD AND IS ABOUT 40 FEET HIGH.  THE REVOLVING
 BM1047'LIGHT WAS THE POINT OBSERVED ON.
 BM1047
 BM1047                          STATION RECOVERY (1994)
 BM1047
 BM1047'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1400 ***********************************************************************
 BZ1400  DESIGNATION -  HOUSTON WACO AIRWAY BEACON 17
 BZ1400  PID         -  BZ1400
 BZ1400  STATE/COUNTY-  TX/FALLS
 BZ1400  USGS QUAD   -  REAGAN (1978)
 BZ1400
 BZ1400                         *CURRENT SURVEY CONTROL
 BZ1400  ___________________________________________________________________
 BZ1400* NAD 83(1993)-  31 10 59.08695(N)    096 48 46.09320(W)     ADJUSTED  
 BZ1400* NAVD 88     -                                                        
 BZ1400  ___________________________________________________________________
 BZ1400  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 BZ1400  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BZ1400
 BZ1400  HORZ ORDER  -  THIRD
 BZ1400
 BZ1400.The horizontal coordinates were established by classical geodetic methods
 BZ1400.and adjusted by the National Geodetic Survey in February 1996..
 BZ1400
 BZ1400
 BZ1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1400
 BZ1400.The geoid height was determined by GEOID03.
 BZ1400
 BZ1400;                    North         East     Units Scale Factor Converg.
 BZ1400;SPC TX C     - 3,173,411.614 1,035,487.501   MT  0.99988675   +1 48 47.8
 BZ1400;SPC TX C     -10,411,434.60  3,397,261.91   sFT  0.99988675   +1 48 47.8
 BZ1400;UTM  14      - 3,451,952.494   708,426.691   MT  1.00013587   +1 07 58.4
 BZ1400
 BZ1400                          SUPERSEDED SURVEY CONTROL
 BZ1400
 BZ1400  NAD 83(1986)-  31 10 59.09773(N)    096 48 46.07614(W) AD(       ) 4
 BZ1400  NAD 27      -  31 10 58.44000(N)    096 48 45.12400(W) AD(       ) 3
 BZ1400
 BZ1400.Superseded values are not recommended for survey control.
 BZ1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1400.See file dsdata.txt to determine how the superseded data were derived.
 BZ1400
 BZ1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV0842751952(NAD 83)
 BZ1400_MARKER: 22 = AIRWAY BEACON
 BZ1400
 BZ1400  HISTORY     - Date     Condition        Report By
 BZ1400  HISTORY     - 1943     FIRST OBSERVED   CGS
 BZ1400  HISTORY     - 20010318 GOOD             USPSQD
 BZ1400
 BZ1400                          STATION DESCRIPTION
 BZ1400
 BZ1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1400'THIS INTERSECTION STATION IS A STANDARD AIRWAY BEACON 3.5 MILES
 BZ1400'SW OF REAGAN, 300 FEET E OF GRAVEL ROAD, 100 FEET E OF FARMHOUSE,
 BZ1400'IN FLAT BOTTOM LAND.  THIS IS A RED AND WHITE ROTATING BEACON
 BZ1400'ABOUT 45 FEET HIGH.  THE ROTATING LIGHT WAS THE POINT OBSERVED ON.
 BZ1400
 BZ1400                          STATION RECOVERY (2001)
 BZ1400
 BZ1400'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6276 ***********************************************************************
 AW6276  DESIGNATION -  HOUSTON WC AND ID TK 11 1968
 AW6276  PID         -  AW6276
 AW6276  STATE/COUNTY-  TX/HARRIS
 AW6276  USGS QUAD   -  JACINTO CITY (1982)
 AW6276
 AW6276                         *CURRENT SURVEY CONTROL
 AW6276  ___________________________________________________________________
 AW6276* NAD 83(1993)-  29 46 05.56186(N)    095 12 25.83833(W)     ADJUSTED  
 AW6276* NAVD 88     -                                                        
 AW6276  ___________________________________________________________________
 AW6276  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6276  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6276
 AW6276  HORZ ORDER  -  THIRD
 AW6276
 AW6276.The horizontal coordinates were established by classical geodetic methods
 AW6276.and adjusted by the National Geodetic Survey in February 1996..
 AW6276
 AW6276
 AW6276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6276
 AW6276.The geoid height was determined by GEOID03.
 AW6276
 AW6276;                    North         East     Units Scale Factor Converg.
 AW6276;SPC TXSC     - 4,220,384.190   966,698.805   MT  0.99989174   +1 51 29.3
 AW6276;SPC TXSC     -13,846,377.13  3,171,577.66   sFT  0.99989174   +1 51 29.3
 AW6276;UTM  15      - 3,295,143.145   286,602.937   MT  1.00016190   -1 05 46.5
 AW6276
 AW6276                          SUPERSEDED SURVEY CONTROL
 AW6276
 AW6276  NAD 83(1986)-  29 46 05.57707(N)    095 12 25.81911(W) AD(       ) 4
 AW6276  NAD 27      -  29 46 04.75993(N)    095 12 25.05625(W) AD(       ) 3
 AW6276
 AW6276.Superseded values are not recommended for survey control.
 AW6276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6276.See file dsdata.txt to determine how the superseded data were derived.
 AW6276
 AW6276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8660395143(NAD 83)
 AW6276_MARKER: 51 = TANK
 AW6276
 AW6276  HISTORY     - Date     Condition        Report By
 AW6276  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6276
 AW6276                          STATION DESCRIPTION
 AW6276
 AW6276'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6646 ***********************************************************************
 AW6646  DESIGNATION -  HOUSTON WC AND ID TANK NO 20
 AW6646  PID         -  AW6646
 AW6646  STATE/COUNTY-  TX/HARRIS
 AW6646  USGS QUAD   -  SETTEGAST (1995)
 AW6646
 AW6646                         *CURRENT SURVEY CONTROL
 AW6646  ___________________________________________________________________
 AW6646* NAD 83(1993)-  29 47 42.56702(N)    095 16 02.00420(W)     ADJUSTED  
 AW6646* NAVD 88     -                                                        
 AW6646  ___________________________________________________________________
 AW6646  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AW6646  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AW6646
 AW6646  HORZ ORDER  -  THIRD
 AW6646
 AW6646.The horizontal coordinates were established by classical geodetic methods
 AW6646.and adjusted by the National Geodetic Survey in February 1996..
 AW6646
 AW6646
 AW6646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6646
 AW6646.The geoid height was determined by GEOID03.
 AW6646
 AW6646;                    North         East     Units Scale Factor Converg.
 AW6646;SPC TXSC     - 4,223,182.484   960,800.091   MT  0.99989540   +1 49 43.4
 AW6646;SPC TXSC     -13,855,557.87  3,152,224.97   sFT  0.99989540   +1 49 43.4
 AW6646;UTM  15      - 3,298,242.694   280,854.698   MT  1.00019257   -1 07 37.3
 AW6646
 AW6646                          SUPERSEDED SURVEY CONTROL
 AW6646
 AW6646  NAD 83(1986)-  29 47 42.58266(N)    095 16 01.98461(W) AD(       ) 4
 AW6646  NAD 27      -  29 47 41.76698(N)    095 16 01.21879(W) AD(       ) 3
 AW6646
 AW6646.Superseded values are not recommended for survey control.
 AW6646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6646.See file dsdata.txt to determine how the superseded data were derived.
 AW6646
 AW6646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8085598243(NAD 83)
 AW6646_MARKER: 53 = ELEVATED TANK
 AW6646
 AW6646  HISTORY     - Date     Condition        Report By
 AW6646  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6646  HISTORY     - 1963     GOOD             CGS
 AW6646  HISTORY     - 1968     GOOD             CGS
 AW6646
 AW6646                          STATION DESCRIPTION
 AW6646
 AW6646'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6646'THE STATION IS LOCATED EAST OF HOUSTON, 0.2 MILE WEST OF
 AW6646'MANATIOU ROAD AND AT THE VERY END OF BANNER STREET.  IT
 AW6646'IS A 4-LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 AW6646'IT IS SILVER COLOR AND HAS AN OVERALL HEIGHT OF 150 FEET.
 AW6646
 AW6646                          STATION RECOVERY (1963)
 AW6646
 AW6646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6646'THE STATION WAS RECOVERED AS DESCRIBED, ADDITIONAL INFORMATION
 AW6646'FOLLOWS.  IT HAS FOUR TUBULAR LEGS, ELLIPSOIDAL TOP AND
 AW6646'BOTTOM, AND A LIGHT ON TOP.  IT IS NOW ADJACENT TO THE VOLUNTER
 AW6646'FIRE DEPARTMENT NO. 1 WHICH IS ON MANITOU STREET.
 AW6646
 AW6646                          STATION RECOVERY (1968)
 AW6646
 AW6646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6646'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED WITH THE
 AW6646'FOLLOWING CORRECTIONS.  THE VOLUNTEER FIRE DEPARTMENT IS
 AW6646'NOW HOUSTON FIRE STATION NO. 45 AND IS LOCATED ON BANNER
 AW6646'STREET NOT MANITOU STREET.
 AW6646'
 AW6646'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
 AW6646'
 AW6646'NOTE--A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AW6646'BANNER 1968, THE DISTANCE BEING 57.33 FEET OR (17.474 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6263 ***********************************************************************
 AW6263  DESIGNATION -  HOUSTON WC AND ID WTR TANK 11
 AW6263  PID         -  AW6263
 AW6263  STATE/COUNTY-  TX/HARRIS
 AW6263  USGS QUAD   -  JACINTO CITY (1982)
 AW6263
 AW6263                         *CURRENT SURVEY CONTROL
 AW6263  ___________________________________________________________________
 AW6263* NAD 83(1993)-  29 46 42.92089(N)    095 10 38.71107(W)     ADJUSTED  
 AW6263* NAVD 88     -                                                        
 AW6263  ___________________________________________________________________
 AW6263  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AW6263  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6263
 AW6263  HORZ ORDER  -  THIRD
 AW6263
 AW6263.The horizontal coordinates were established by classical geodetic methods
 AW6263.and adjusted by the National Geodetic Survey in February 1996..
 AW6263
 AW6263
 AW6263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6263
 AW6263.The geoid height was determined by GEOID03.
 AW6263
 AW6263;                    North         East     Units Scale Factor Converg.
 AW6263;SPC TXSC     - 4,221,627.455   969,537.226   MT  0.99989312   +1 52 21.8
 AW6263;SPC TXSC     -13,850,456.08  3,180,890.05   sFT  0.99989312   +1 52 21.8
 AW6263;UTM  15      - 3,296,238.745   289,502.426   MT  1.00014673   -1 04 54.5
 AW6263
 AW6263                          SUPERSEDED SURVEY CONTROL
 AW6263
 AW6263  NAD 83(1986)-  29 46 42.93608(N)    095 10 38.69182(W) AD(       ) 4
 AW6263  NAD 27      -  29 46 42.12054(N)    095 10 37.93413(W) AD(       ) 3
 AW6263
 AW6263.Superseded values are not recommended for survey control.
 AW6263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6263.See file dsdata.txt to determine how the superseded data were derived.
 AW6263
 AW6263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8950296239(NAD 83)
 AW6263_MARKER: 53 = ELEVATED TANK
 AW6263
 AW6263  HISTORY     - Date     Condition        Report By
 AW6263  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6263  HISTORY     - 1968     GOOD             CGS
 AW6263  HISTORY     - 19981017 GOOD             USPSQD
 AW6263
 AW6263                          STATION DESCRIPTION
 AW6263
 AW6263'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6263'THE STATION IS LOCATED IN THE SOUTHEASTERN SECTION OF
 AW6263'HOUSTON, 0.05 MILE NORTH OF MARKET STREET ROAD AND 0.05 MILE
 AW6263'WEST OF NORMANDY STREET.  IT IS SUPPORTED BY A 4-LEGGED
 AW6263'STEEL STRUCTURE.  IT IS SILVER IN COLOR AND HAS AN OVERALL
 AW6263'HEIGHT OF 120 FEET.  THE BALL AT THE APEX OF THE ROOF WAS THE
 AW6263'POINT OBSERVED UPON.
 AW6263
 AW6263                          STATION RECOVERY (1968)
 AW6263
 AW6263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6263'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 AW6263'ADDITIONAL INFORMATION.  THE PHYSICAL ADDRESS IS 12759
 AW6263'MARKET STREET IN AN AREA KNOWN AS GREENS BAYOU.
 AW6263'
 AW6263'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
 AW6263
 AW6263                          STATION RECOVERY (1998)
 AW6263
 AW6263'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6706 ***********************************************************************
 AW6706  DESIGNATION -  HOUSTON WEST OAK MUN TANK
 AW6706  PID         -  AW6706
 AW6706  STATE/COUNTY-  TX/HARRIS
 AW6706  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6706
 AW6706                         *CURRENT SURVEY CONTROL
 AW6706  ___________________________________________________________________
 AW6706* NAD 83(1993)-  29 45 05.28063(N)    095 27 33.10411(W)     ADJUSTED  
 AW6706* NAVD 88     -                                                        
 AW6706  ___________________________________________________________________
 AW6706  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6706  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW6706
 AW6706  HORZ ORDER  -  THIRD
 AW6706
 AW6706.The horizontal coordinates were established by classical geodetic methods
 AW6706.and adjusted by the National Geodetic Survey in February 1996..
 AW6706
 AW6706
 AW6706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6706
 AW6706.The geoid height was determined by GEOID03.
 AW6706
 AW6706;                    North         East     Units Scale Factor Converg.
 AW6706;SPC TXSC     - 4,217,765.154   942,396.991   MT  0.99988958   +1 44 04.9
 AW6706;SPC TXSC     -13,837,784.51  3,091,847.46   sFT  0.99988958   +1 44 04.9
 AW6706;UTM  15      - 3,293,779.937   262,190.172   MT  1.00029783   -1 13 15.3
 AW6706
 AW6706                          SUPERSEDED SURVEY CONTROL
 AW6706
 AW6706  NAD 83(1986)-  29 45 05.29477(N)    095 27 33.08537(W) AD(       ) 4
 AW6706  NAD 27      -  29 45 04.46826(N)    095 27 32.29924(W) AD(       ) 3
 AW6706
 AW6706.Superseded values are not recommended for survey control.
 AW6706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6706.See file dsdata.txt to determine how the superseded data were derived.
 AW6706
 AW6706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6219093780(NAD 83)
 AW6706_MARKER: 51 = TANK
 AW6706
 AW6706  HISTORY     - Date     Condition        Report By
 AW6706  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6706
 AW6706                          STATION DESCRIPTION
 AW6706
 AW6706'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6624 ***********************************************************************
 AW6624  DESIGNATION -  HOUSTON WESTBURY E WATER TANK
 AW6624  PID         -  AW6624
 AW6624  STATE/COUNTY-  TX/HARRIS
 AW6624  USGS QUAD   -  BELLAIRE (1995)
 AW6624
 AW6624                         *CURRENT SURVEY CONTROL
 AW6624  ___________________________________________________________________
 AW6624* NAD 83(1993)-  29 39 01.45609(N)    095 28 53.78819(W)     ADJUSTED  
 AW6624* NAVD 88     -                                                        
 AW6624  ___________________________________________________________________
 AW6624  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6624  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW6624
 AW6624  HORZ ORDER  -  THIRD
 AW6624
 AW6624.The horizontal coordinates were established by classical geodetic methods
 AW6624.and adjusted by the National Geodetic Survey in February 1996..
 AW6624
 AW6624
 AW6624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6624
 AW6624.The geoid height was determined by GEOID03.
 AW6624
 AW6624;                    North         East     Units Scale Factor Converg.
 AW6624;SPC TXSC     - 4,206,503.613   940,567.305   MT  0.99987835   +1 43 25.3
 AW6624;SPC TXSC     -13,800,837.27  3,085,844.57   sFT  0.99987835   +1 43 25.3
 AW6624;UTM  15      - 3,282,622.945   259,781.590   MT  1.00031205   -1 13 41.7
 AW6624
 AW6624                          SUPERSEDED SURVEY CONTROL
 AW6624
 AW6624  NAD 83(1986)-  29 39 01.47004(N)    095 28 53.76949(W) AD(       ) 4
 AW6624  NAD 27      -  29 39 00.63441(N)    095 28 52.97800(W) AD(       ) 3
 AW6624
 AW6624.Superseded values are not recommended for survey control.
 AW6624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6624.See file dsdata.txt to determine how the superseded data were derived.
 AW6624
 AW6624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5978282623(NAD 83)
 AW6624_MARKER: 53 = ELEVATED TANK
 AW6624
 AW6624  HISTORY     - Date     Condition        Report By
 AW6624  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6624  HISTORY     - 19940105 MARK NOT FOUND   USPSQD
 AW6624
 AW6624                          STATION DESCRIPTION
 AW6624
 AW6624'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6624'THE STATION IS LOCATED IN THE NORTHEAST ANGLE OF 11,900 CHIMNEY
 AW6624'ROCK ROAD AND 5500 LUDINGTON DRIVE AND JUST EAST OF THE WESTBURY
 AW6624'UNIT OCEANOGRAPHIC CENTER OF THE HOUSTON INDEPENDENT SCHOOL
 AW6624'DISTRICT.  IT IS NEAR THE EAST BOUNDARY OF THE WESTBURY
 AW6624'DEVELOPMENT.
 AW6624'
 AW6624'THE STATION IS A PEDESTAL SPHERE TYPE WATER TANK PAINTED SILVER
 AW6624'WITH BLACK LETTERING ON THE SOUTH FACE.  THE LETTERING READS
 AW6624'WESTBURY.  THE TANK HAS AN OVER-ALL HEIGHT OF ABOUT 135 FEET.
 AW6624'
 AW6624'THE POINT INTERSECTED WAS THE APEX OF THE WATER TANK.
 AW6624
 AW6624                          STATION RECOVERY (1994)
 AW6624
 AW6624'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6621 ***********************************************************************
 AW6621  DESIGNATION -  HOUSTON WESTBURY METH CH SPIRE
 AW6621  PID         -  AW6621
 AW6621  STATE/COUNTY-  TX/HARRIS
 AW6621  USGS QUAD   -  BELLAIRE (1995)
 AW6621
 AW6621                         *CURRENT SURVEY CONTROL
 AW6621  ___________________________________________________________________
 AW6621* NAD 83(1993)-  29 39 59.05825(N)    095 28 09.19900(W)     ADJUSTED  
 AW6621* NAVD 88     -                                                        
 AW6621  ___________________________________________________________________
 AW6621  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AW6621  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6621
 AW6621  HORZ ORDER  -  THIRD
 AW6621
 AW6621.The horizontal coordinates were established by classical geodetic methods
 AW6621.and adjusted by the National Geodetic Survey in February 1996..
 AW6621
 AW6621
 AW6621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6621
 AW6621.The geoid height was determined by GEOID03.
 AW6621
 AW6621;                    North         East     Units Scale Factor Converg.
 AW6621;SPC TXSC     - 4,208,312.337   941,712.318   MT  0.99987992   +1 43 47.2
 AW6621;SPC TXSC     -13,806,771.39  3,089,601.16   sFT  0.99987992   +1 43 47.2
 AW6621;UTM  15      - 3,284,371.046   261,018.769   MT  1.00030473   -1 13 21.8
 AW6621
 AW6621                          SUPERSEDED SURVEY CONTROL
 AW6621
 AW6621  NAD 83(1986)-  29 39 59.07220(N)    095 28 09.18026(W) AD(       ) 4
 AW6621  NAD 27      -  29 39 58.23906(N)    095 28 08.39069(W) AD(       ) 3
 AW6621
 AW6621.Superseded values are not recommended for survey control.
 AW6621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6621.See file dsdata.txt to determine how the superseded data were derived.
 AW6621
 AW6621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6101984371(NAD 83)
 AW6621_MARKER: 90 = CHURCH SPIRE
 AW6621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6621+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2003
 AW6621
 AW6621  HISTORY     - Date     Condition        Report By
 AW6621  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6621  HISTORY     - 19940105 GOOD             USPSQD
 AW6621  HISTORY     - 20031128 GOOD             USPSQD
 AW6621
 AW6621                          STATION DESCRIPTION
 AW6621
 AW6621'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6621'THE WESTBURY METHODIST CHURCH IS LOCATED IN THE NORTHEAST ANGLE
 AW6621'OF THE INTERSECTION OF WILLOWBEND BOULEVARD AND BELLFORT AVENUE, IN
 AW6621'SOUTHWEST HOUSTON.
 AW6621'
 AW6621'THE STATION IS THE BASE OF A CROSS AFFIXED TO THE APEX OF THE BLACK
 AW6621'SPIRE WHICH RISES FROM THE ROOF NEAR THE SOUTH FACE OF THE TAN BRICK
 AW6621'CHURCH BUILDING.  IT HAS AN OVER-ALL HEIGHT OF 105 FEET ABOVE THE
 AW6621'GROUND LEVEL.
 AW6621
 AW6621                          STATION RECOVERY (1994)
 AW6621
 AW6621'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6621'RECOVERED IN GOOD CONDITION.
 AW6621
 AW6621                          STATION RECOVERY (2003)
 AW6621
 AW6621'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW6621'SPIRE IS NOW BROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6628 ***********************************************************************
 AW6628  DESIGNATION -  HOUSTON WESTBURY W WATER TANK
 AW6628  PID         -  AW6628
 AW6628  STATE/COUNTY-  TX/HARRIS
 AW6628  USGS QUAD   -  BELLAIRE (1995)
 AW6628
 AW6628                         *CURRENT SURVEY CONTROL
 AW6628  ___________________________________________________________________
 AW6628* NAD 83(1993)-  29 38 32.38653(N)    095 29 52.54798(W)     ADJUSTED  
 AW6628* NAVD 88     -                                                        
 AW6628  ___________________________________________________________________
 AW6628  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AW6628  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW6628
 AW6628  HORZ ORDER  -  THIRD
 AW6628
 AW6628.The horizontal coordinates were established by classical geodetic methods
 AW6628.and adjusted by the National Geodetic Survey in February 1996..
 AW6628
 AW6628
 AW6628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6628
 AW6628.The geoid height was determined by GEOID03.
 AW6628
 AW6628;                    North         East     Units Scale Factor Converg.
 AW6628;SPC TXSC     - 4,205,561.631   939,014.649   MT  0.99987758   +1 42 56.5
 AW6628;SPC TXSC     -13,797,746.78  3,080,750.56   sFT  0.99987758   +1 42 56.5
 AW6628;UTM  15      - 3,281,761.792   258,181.783   MT  1.00032157   -1 14 09.7
 AW6628
 AW6628                          SUPERSEDED SURVEY CONTROL
 AW6628
 AW6628  NAD 83(1986)-  29 38 32.40037(N)    095 29 52.52950(W) AD(       ) 4
 AW6628  NAD 27      -  29 38 31.56321(N)    095 29 51.73587(W) AD(       ) 3
 AW6628
 AW6628.Superseded values are not recommended for survey control.
 AW6628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6628.See file dsdata.txt to determine how the superseded data were derived.
 AW6628
 AW6628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5818281762(NAD 83)
 AW6628_MARKER: 53 = ELEVATED TANK
 AW6628
 AW6628  HISTORY     - Date     Condition        Report By
 AW6628  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6628  HISTORY     - 19940105 GOOD             USPSQD
 AW6628
 AW6628                          STATION DESCRIPTION
 AW6628
 AW6628'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6628'THE STATION IS LOCATED JUST WEST OF THE INTERSECTION OF BRAEWICK
 AW6628'AND DENSMORE STREETS IN THE WEST EDGE OF THE WESTBURY DEVELOPMENT.
 AW6628'
 AW6628'THE STATION IS A PEDESTAL SPHERE TYPE WATER TANK PAINTED LIGHT
 AW6628'GREY WITH BLACK LETTERING, WESTBURY, ON THE EAST FACE OF THE
 AW6628'TANK.  THE TANK HAS AN OVER-ALL HEIGHT OF ABOUT 135 FEET.
 AW6628'
 AW6628'THE POINT INTERSECTED WAS THE APEX OF THE WATER TANK.
 AW6628
 AW6628                          STATION RECOVERY (1994)
 AW6628
 AW6628'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6934 ***********************************************************************
 AW6934  DESIGNATION -  HOUSTON WESTWOOD CC TANK
 AW6934  PID         -  AW6934
 AW6934  STATE/COUNTY-  TX/HARRIS
 AW6934  USGS QUAD   -  ALIEF (1995)
 AW6934
 AW6934                         *CURRENT SURVEY CONTROL
 AW6934  ___________________________________________________________________
 AW6934* NAD 83(1993)-  29 41 07.00753(N)    095 32 47.29974(W)     ADJUSTED  
 AW6934* NAVD 88     -                                                        
 AW6934  ___________________________________________________________________
 AW6934  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW6934  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW6934
 AW6934  HORZ ORDER  -  THIRD
 AW6934
 AW6934.The horizontal coordinates were established by classical geodetic methods
 AW6934.and adjusted by the National Geodetic Survey in February 1996..
 AW6934
 AW6934
 AW6934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6934
 AW6934.The geoid height was determined by GEOID03.
 AW6934
 AW6934;                    North         East     Units Scale Factor Converg.
 AW6934;SPC TXSC     - 4,210,180.146   934,176.396   MT  0.99988187   +1 41 30.9
 AW6934;SPC TXSC     -13,812,899.36  3,064,877.06   sFT  0.99988187   +1 41 30.9
 AW6934;UTM  15      - 3,286,625.616   253,585.766   MT  1.00034926   -1 15 42.3
 AW6934
 AW6934                          SUPERSEDED SURVEY CONTROL
 AW6934
 AW6934  NAD 83(1986)-  29 41 07.02172(N)    095 32 47.28152(W) AD(       ) 4
 AW6934  NAD 27      -  29 41 06.18851(N)    095 32 46.48379(W) AD(       ) 3
 AW6934
 AW6934.Superseded values are not recommended for survey control.
 AW6934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6934.See file dsdata.txt to determine how the superseded data were derived.
 AW6934
 AW6934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN5358686626(NAD 83)
 AW6934_MARKER: 53 = ELEVATED TANK
 AW6934
 AW6934  HISTORY     - Date     Condition        Report By
 AW6934  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6934  HISTORY     - 19931123 MARK NOT FOUND   USPSQD
 AW6934
 AW6934                          STATION DESCRIPTION
 AW6934
 AW6934'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6934'THE STATION IS LOCATED ON THE GROUNDS OF THE WESTWOOD COUNTRY CLUB
 AW6934'WHICH IS ABOUT 12 MILES SOUTHWEST OF THE CENTER OF HOUSTON, 5 MILES
 AW6934'NORTH OF U. S. HIGHWAY 90A, 0.8 MILE WEST OF U.S. HIGHWAY 59, 0.75
 AW6934'MILE NORTH OF THE INTERSECTION OF BISSONNET AND HENDERSON ROADS.
 AW6934'
 AW6934'IT IS A WATER TANK, SUPPORTED BY FOUR LEGS AND HAS A CONICAL FOOF
 AW6934'AND A HEMISPHERICAL BOTTOM, SILVER IN COLOR.  THE OVER-ALL HEIGHT IS
 AW6934'APPROXIMATELY 130 FEET.
 AW6934'
 AW6934'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 AW6934
 AW6934                          STATION RECOVERY (1993)
 AW6934
 AW6934'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6529 ***********************************************************************
 AW6529  DESIGNATION -  HOUSTON WOODRIDGE BAP CH SPIRE
 AW6529  PID         -  AW6529
 AW6529  STATE/COUNTY-  TX/HARRIS
 AW6529  USGS QUAD   -  PARK PLACE (1995)
 AW6529
 AW6529                         *CURRENT SURVEY CONTROL
 AW6529  ___________________________________________________________________
 AW6529* NAD 83(1993)-  29 42 00.24390(N)    095 17 47.26641(W)     ADJUSTED  
 AW6529* NAVD 88     -                                                        
 AW6529  ___________________________________________________________________
 AW6529  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW6529  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6529
 AW6529  HORZ ORDER  -  THIRD
 AW6529
 AW6529.The horizontal coordinates were established by classical geodetic methods
 AW6529.and adjusted by the National Geodetic Survey in February 1996..
 AW6529
 AW6529
 AW6529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6529
 AW6529.The geoid height was determined by GEOID03.
 AW6529
 AW6529;                    North         East     Units Scale Factor Converg.
 AW6529;SPC TXSC     - 4,212,558.555   958,308.527   MT  0.99988348   +1 48 51.9
 AW6529;SPC TXSC     -13,820,702.53  3,144,050.56   sFT  0.99988348   +1 48 51.9
 AW6529;UTM  15      - 3,287,758.029   277,817.961   MT  1.00020912   -1 08 17.8
 AW6529
 AW6529                          SUPERSEDED SURVEY CONTROL
 AW6529
 AW6529  NAD 83(1986)-  29 42 00.25832(N)    095 17 47.24702(W) AD(       ) 4
 AW6529  NAD 27      -  29 41 59.43155(N)    095 17 46.47475(W) AD(       ) 3
 AW6529
 AW6529.Superseded values are not recommended for survey control.
 AW6529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6529.See file dsdata.txt to determine how the superseded data were derived.
 AW6529
 AW6529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7781887758(NAD 83)
 AW6529_MARKER: 90 = CHURCH SPIRE
 AW6529
 AW6529  HISTORY     - Date     Condition        Report By
 AW6529  HISTORY     - 1963     FIRST OBSERVED   CGS
 AW6529  HISTORY     - 1968     GOOD             CGS
 AW6529  HISTORY     - 19950903 GOOD             USPSQD
 AW6529  HISTORY     - 20040326 GOOD             USPSQD
 AW6529
 AW6529                          STATION DESCRIPTION
 AW6529
 AW6529'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6529'LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF DOWNTOWN, HOUSTON, AT THE
 AW6529'INTERSECTION OF WINKLER AND WOODRIDGE STREETS.  THE STATION IS A
 AW6529'WHITE WOODEN SPIRE, APPROXIMATELY 100 FEET HIGH, WITH A FOUR POINT
 AW6529'CROSS ON TOP.  THE INTERSECTION POINT WAS THE TOP CENTER OF THE
 AW6529'CROSS.
 AW6529
 AW6529                          STATION RECOVERY (1968)
 AW6529
 AW6529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6529'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF ONE
 AW6529'MINOR ERROR.  WINKLER AND WOODRIDGE STREETS SHOULD BE WINKLER AND
 AW6529'WOODRIDGE DRIVES.
 AW6529
 AW6529                          STATION RECOVERY (1995)
 AW6529
 AW6529'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6529'RECOVERED IN GOOD CONDITION.
 AW6529
 AW6529                          STATION RECOVERY (2004)
 AW6529
 AW6529'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6716 ***********************************************************************
 AW6716  DESIGNATION -  HOUSTON WYATT BOILER WKS MAST
 AW6716  PID         -  AW6716
 AW6716  STATE/COUNTY-  TX/HARRIS
 AW6716  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW6716
 AW6716                         *CURRENT SURVEY CONTROL
 AW6716  ___________________________________________________________________
 AW6716* NAD 83(1993)-  29 46 57.02193(N)    095 25 56.85143(W)     ADJUSTED  
 AW6716* NAVD 88     -                                                        
 AW6716  ___________________________________________________________________
 AW6716  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AW6716  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AW6716
 AW6716  HORZ ORDER  -  THIRD
 AW6716
 AW6716.The horizontal coordinates were established by classical geodetic methods
 AW6716.and adjusted by the National Geodetic Survey in February 1996..
 AW6716
 AW6716
 AW6716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6716
 AW6716.The geoid height was determined by GEOID03.
 AW6716
 AW6716;                    North         East     Units Scale Factor Converg.
 AW6716;SPC TXSC     - 4,221,282.408   944,876.727   MT  0.99989365   +1 44 52.0
 AW6716;SPC TXSC     -13,849,324.03  3,099,983.06   sFT  0.99989365   +1 44 52.0
 AW6716;UTM  15      - 3,297,165.979   264,849.054   MT  1.00028231   -1 12 31.6
 AW6716
 AW6716                          SUPERSEDED SURVEY CONTROL
 AW6716
 AW6716  NAD 83(1986)-  29 46 57.03626(N)    095 25 56.83265(W) AD(       ) 4
 AW6716  NAD 27      -  29 46 56.21464(N)    095 25 56.04750(W) AD(       ) 3
 AW6716
 AW6716.Superseded values are not recommended for survey control.
 AW6716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6716.See file dsdata.txt to determine how the superseded data were derived.
 AW6716
 AW6716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6484997166(NAD 83)
 AW6716_MARKER: 41 = ANTENNA MAST
 AW6716
 AW6716  HISTORY     - Date     Condition        Report By
 AW6716  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6716  HISTORY     - 1963     GOOD             CGS
 AW6716
 AW6716                          STATION DESCRIPTION
 AW6716
 AW6716'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6716'THE STATION IS LOCATED WEST OF THE CITY OF HOUSTON AND JUST
 AW6716'NORTH OF THE JUNCTION OF U.S. HIGHWAYS 90 AND 290.  IT IS A
 AW6716'STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 100 FEET.
 AW6716'
 AW6716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 AW6716'90 AND 290 GO NORTH ON A GRAVEL STREET ACROSS THE RAILROAD
 AW6716'TRACKS TO THE STATION ON THE LEFT.
 AW6716
 AW6716                          STATION RECOVERY (1963)
 AW6716
 AW6716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AW6716'THE STATION WAS RECOVERED.  PREVIOUS DESCRIPTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6095 ***********************************************************************
 AW6095  DESIGNATION -  HOUSTON YACHT CLUB DAYBEACON
 AW6095  PID         -  AW6095
 AW6095  STATE/COUNTY-  TX/CHAMBERS
 AW6095  USGS QUAD   -  BACLIFF (1993)
 AW6095
 AW6095                         *CURRENT SURVEY CONTROL
 AW6095  ___________________________________________________________________
 AW6095* NAD 83(1993)-  29 37 21.65563(N)    094 59 45.49600(W)     ADJUSTED  
 AW6095* NAVD 88     -                                                        
 AW6095  ___________________________________________________________________
 AW6095  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6095  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW6095
 AW6095  HORZ ORDER  -  THIRD
 AW6095
 AW6095.The horizontal coordinates were established by classical geodetic methods
 AW6095.and adjusted by the National Geodetic Survey in February 1996..
 AW6095
 AW6095
 AW6095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6095
 AW6095.The geoid height was determined by GEOID03.
 AW6095
 AW6095;                    North         East     Units Scale Factor Converg.
 AW6095;SPC TXSC     - 4,204,944.635   987,663.057   MT  0.99987581   +1 57 41.8
 AW6095;SPC TXSC     -13,795,722.52  3,240,357.88   sFT  0.99987581   +1 57 41.8
 AW6095;UTM  15      - 3,278,640.900   306,749.000   MT  1.00006082   -0 59 12.8
 AW6095
 AW6095                          SUPERSEDED SURVEY CONTROL
 AW6095
 AW6095  NAD 83(1986)-  29 37 21.67208(N)    094 59 45.47676(W) AD(       ) 4
 AW6095  NAD 27      -  29 37 20.84210(N)    094 59 44.73451(W) AD(       ) 3
 AW6095
 AW6095.Superseded values are not recommended for survey control.
 AW6095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6095.See file dsdata.txt to determine how the superseded data were derived.
 AW6095
 AW6095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0674978641(NAD 83)
 AW6095_MARKER: 16 = DAYBEACON
 AW6095
 AW6095  HISTORY     - Date     Condition        Report By
 AW6095  HISTORY     - 1961     FIRST OBSERVED   CGS
 AW6095  HISTORY     - 19960921 GOOD             USPSQD
 AW6095  HISTORY     - 20010331 GOOD             NGS
 AW6095
 AW6095                          STATION DESCRIPTION
 AW6095
 AW6095'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6095'LOCATED ALONG THE WEST SIDE OF GALVESTON BAY AT THE HOUSTON
 AW6095'YACHT CLUB.  A GREEN LIGHT ATOP A 4 PILE STRUCTURE ABOUT
 AW6095'1100 FEET NORTHEAST OF THE ENTRANCE TO THE BOAT BASIN.  LIGHT
 AW6095'WAS OBSERVED UPON.
 AW6095
 AW6095                          STATION RECOVERY (1996)
 AW6095
 AW6095'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6095'RECOVERED IN GOOD CONDITION.
 AW6095
 AW6095                          STATION RECOVERY (2001)
 AW6095
 AW6095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6095'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6118 ***********************************************************************
 AW6118  DESIGNATION -  HOUSTON YACHT CLUB BEACON
 AW6118  PID         -  AW6118
 AW6118  STATE/COUNTY-  TX/CHAMBERS
 AW6118  USGS QUAD   -  BACLIFF (1993)
 AW6118
 AW6118                         *CURRENT SURVEY CONTROL
 AW6118  ___________________________________________________________________
 AW6118* NAD 83(1993)-  29 37 19.62079(N)    094 59 45.20821(W)     ADJUSTED  
 AW6118* NAVD 88     -                                                        
 AW6118  ___________________________________________________________________
 AW6118  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6118  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW6118
 AW6118  HORZ ORDER  -  THIRD
 AW6118
 AW6118.The horizontal coordinates were established by classical geodetic methods
 AW6118.and adjusted by the National Geodetic Survey in February 1996..
 AW6118
 AW6118
 AW6118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6118
 AW6118.The geoid height was determined by GEOID03.
 AW6118
 AW6118;                    North         East     Units Scale Factor Converg.
 AW6118;SPC TXSC     - 4,204,882.291   987,672.938   MT  0.99987576   +1 57 42.0
 AW6118;SPC TXSC     -13,795,517.98  3,240,390.30   sFT  0.99987576   +1 57 42.0
 AW6118;UTM  15      - 3,278,578.118   306,755.662   MT  1.00006078   -0 59 12.6
 AW6118
 AW6118                          SUPERSEDED SURVEY CONTROL
 AW6118
 AW6118  NAD 83(1986)-  29 37 19.63725(N)    094 59 45.18894(W) AD(       ) 4
 AW6118  NAD 27      -  29 37 18.81675(N)    094 59 44.45410(W) AD(       ) 3
 AW6118
 AW6118.Superseded values are not recommended for survey control.
 AW6118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6118.See file dsdata.txt to determine how the superseded data were derived.
 AW6118
 AW6118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0675678578(NAD 83)
 AW6118_MARKER: 14 = NAVIGATION LIGHT
 AW6118_SETTING: 0 = UNSPECIFIED SETTING
 AW6118
 AW6118  HISTORY     - Date     Condition        Report By
 AW6118  HISTORY     - UNK      FIRST OBSERVED
 AW6118  HISTORY     - 1961     GOOD             CGS
 AW6118  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW6118  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW6118
 AW6118                          STATION DESCRIPTION
 AW6118
 AW6118'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JKW)
 AW6118'LOST.  THE STATION WAS NOT DESCRIBED.  NO INFORMATION COULD BE
 AW6118'OBTAINED AS TO WHEN THE PRESENT BEACON WAS CONSTRUCTED.
 AW6118
 AW6118                          STATION RECOVERY (1996)
 AW6118
 AW6118'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6118'MARK NOT FOUND.
 AW6118
 AW6118                          STATION RECOVERY (2001)
 AW6118
 AW6118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6118'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6396 ***********************************************************************
 AW6396  DESIGNATION -  HOUSTON YACHT CLUB FLAGPOLE
 AW6396  PID         -  AW6396
 AW6396  STATE/COUNTY-  TX/HARRIS
 AW6396  USGS QUAD   -  LEAGUE CITY (1995)
 AW6396
 AW6396                         *CURRENT SURVEY CONTROL
 AW6396  ___________________________________________________________________
 AW6396* NAD 83(1993)-  29 37 02.96143(N)    095 00 02.09588(W)     ADJUSTED  
 AW6396* NAVD 88     -                                                        
 AW6396  ___________________________________________________________________
 AW6396  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6396  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW6396
 AW6396  HORZ ORDER  -  THIRD
 AW6396
 AW6396.The horizontal coordinates were established by classical geodetic methods
 AW6396.and adjusted by the National Geodetic Survey in February 1996..
 AW6396
 AW6396
 AW6396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6396
 AW6396.The geoid height was determined by GEOID03.
 AW6396
 AW6396;                    North         East     Units Scale Factor Converg.
 AW6396;SPC TXSC     - 4,204,354.163   987,236.473   MT  0.99987536   +1 57 33.7
 AW6396;SPC TXSC     -13,793,785.28  3,238,958.33   sFT  0.99987536   +1 57 33.7
 AW6396;UTM  15      - 3,278,073.046   306,292.523   MT  1.00006300   -0 59 20.4
 AW6396
 AW6396                          SUPERSEDED SURVEY CONTROL
 AW6396
 AW6396  NAD 83(1986)-  29 37 02.97779(N)    095 00 02.07667(W) AD(       ) 4
 AW6396  NAD 27      -  29 37 02.15076(N)    095 00 01.34134(W) AD(       ) 3
 AW6396
 AW6396.Superseded values are not recommended for survey control.
 AW6396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6396.See file dsdata.txt to determine how the superseded data were derived.
 AW6396
 AW6396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0629378073(NAD 83)
 AW6396_MARKER: 62 = FLAGPOLE
 AW6396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6396+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW6396
 AW6396  HISTORY     - Date     Condition        Report By
 AW6396  HISTORY     - 1933     FIRST OBSERVED   CGS
 AW6396  HISTORY     - 19931117 GOOD             USPSQD
 AW6396  HISTORY     - 20030423 GOOD             USPSQD
 AW6396  HISTORY     - 20050117 GOOD             USPSQD
 AW6396
 AW6396                          STATION DESCRIPTION
 AW6396
 AW6396'DESCRIBED BY US POWER SQUADRON 1993
 AW6396'RECOVERED IN GOOD CONDITION.
 AW6396
 AW6396                          STATION RECOVERY (2003)
 AW6396
 AW6396'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 AW6396'ORIGINAL FLAGPOLE DESTROYED BY TORNADO 12,30,2002.  FOUNDATION AND
 AW6396'FLAGPOLE BASE OK.  TEMP. FLAGPOLE INSTALLED.  PERMANENT FLAGPOLE
 AW6396'REPLACEMENT IS ON ORDER AND WILL BE INSTALLED SOON.
 AW6396
 AW6396                          STATION RECOVERY (2005)
 AW6396
 AW6396'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1876 ***********************************************************************
 FL1876  DESIGNATION -  HOVEC
 FL1876  PID         -  FL1876
 FL1876  STATE/COUNTY-  TX/MOORE
 FL1876  USGS QUAD   -  DUMAS NORTH (1965)
 FL1876
 FL1876                         *CURRENT SURVEY CONTROL
 FL1876  ___________________________________________________________________
 FL1876* NAD 83(1993)-  35 57 34.16845(N)    101 59 22.60979(W)     ADJUSTED  
 FL1876* NAVD 88     -      1108.     (meters)    3635.     (feet)  SCALED    
 FL1876  ___________________________________________________________________
 FL1876  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 FL1876  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL1876
 FL1876  HORZ ORDER  -  THIRD
 FL1876
 FL1876.The horizontal coordinates were established by classical geodetic methods
 FL1876.and adjusted by the National Geodetic Survey in February 1996..
 FL1876
 FL1876.The orthometric height was scaled from a topographic map.
 FL1876
 FL1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1876
 FL1876.The geoid height was determined by GEOID03.
 FL1876
 FL1876;                    North         East     Units Scale Factor Converg.
 FL1876;SPC TX N     - 1,217,493.225   155,834.194   MT  0.99995545   -0 17 01.5
 FL1876;SPC TX N     - 3,994,392.36    511,266.02   sFT  0.99995545   -0 17 01.5
 FL1876;UTM  14      - 3,983,588.256   230,377.192   MT  1.00049586   -1 45 23.8
 FL1876;UTM  13      - 3,983,645.926   771,496.730   MT  1.00050836   +1 46 07.7
 FL1876
 FL1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1876!SPC TX N     -   0.99983030  x   0.99995545  =   0.99978576
 FL1876!UTM  14      -   0.99983030  x   1.00049586  =   1.00032608
 FL1876!UTM  13      -   0.99983030  x   1.00050836  =   1.00033858
 FL1876
 FL1876:                Primary Azimuth Mark                     Grid Az
 FL1876:SPC TX N     -  SHAMROCK OIL CAT CRACKING TWR            094 09 36.6
 FL1876:UTM  14      -  SHAMROCK OIL CAT CRACKING TWR            095 37 58.9
 FL1876:UTM  13      -  SHAMROCK OIL CAT CRACKING TWR            092 06 27.4
 FL1876
 FL1876|---------------------------------------------------------------------|
 FL1876| PID    Reference Object                     Distance      Geod. Az  |
 FL1876|                                                           dddmmss.s |
 FL1876| FL1878 SHAMROCK OIL CAT CRACKING TWR       APPROX.10.0 KM 0935235.1 |
 FL1876| FL1875 MC CHOVEC SMELTER AMER ZINC TK      APPROX. 5.4 KM 1130941.5 |
 FL1876| FL1870 DUMAS E MUNICIPAL TANK              APPROX.10.9 KM 1690513.4 |
 FL1876| FL1873 DUMAS W MUNICIPAL TANK              APPROX.10.6 KM 1722851.0 |
 FL1876| FL1871 DUMAS COOP S GRAIN ELEVATOR         APPROX.11.0 KM 1753852.3 |
 FL1876| CJ7512 HOVEC RM 1                           13.464 METERS 19751     |
 FL1876| CJ7513 HOVEC RM 2                           12.845 METERS 32301     |
 FL1876| CJ7511 HOVEC AZ MK                                        3510144.0 |
 FL1876| GK0910 ETTER GRAIN CO INC GRAIN ELEV       APPROX. 7.1 KM 3534253.5 |
 FL1876|---------------------------------------------------------------------|
 FL1876
 FL1876                          SUPERSEDED SURVEY CONTROL
 FL1876
 FL1876  NAD 83(1993)-  35 57 34.16789(N)    101 59 22.60943(W) AD(       ) 3
 FL1876  NAD 83(1986)-  35 57 34.17652(N)    101 59 22.59951(W) AD(       ) 3
 FL1876  NAD 27      -  35 57 34.04300(N)    101 59 20.95900(W) AD(       ) 3
 FL1876
 FL1876.Superseded values are not recommended for survey control.
 FL1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1876.See file dsdata.txt to determine how the superseded data were derived.
 FL1876
 FL1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE3037783588(NAD 83)
 FL1876_MARKER: DS = TRIANGULATION STATION DISK
 FL1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1876
 FL1876  HISTORY     - Date     Condition        Report By
 FL1876  HISTORY     - 1953     MONUMENTED       CGS
 FL1876
 FL1876                          STATION DESCRIPTION
 FL1876
 FL1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FL1876'THE STATION IS LOCATED BETWEEN THE SANTA FE RAILROAD AND U.S.
 FL1876'HIGHWAY 287, ABOUT 6 MILES NORTH OF DUMAS, 5 MILES SOUTH OF ETTER,
 FL1876'57 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 33 FEET EAST OF
 FL1876'THE EAST RAIL OF THE RAILROAD TRACKS AND 4 FEET NORTH OF A WHITE
 FL1876'WITNESS POST.
 FL1876'
 FL1876'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 287 IN
 FL1876'DUMAS, GO NORTH, ON U.S. HIGHWAY 287, FOR 6.5 MILES TO THE STATION.
 FL1876'
 FL1876'THE STATION MARK IS A STANDARD DISK, STAMPED HOVEC 1953, SET
 FL1876'IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER
 FL1876'WHICH IS ABOUT FLUSH WITH THE GROUND.
 FL1876'
 FL1876'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HOVEC NO 1
 FL1876'1953, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 FL1876'IN DIAMETER WHICH PROJECTS ABOUT 1 INCH AND IS ABOUT THE SAME
 FL1876'ELEVATION AS THE STATION.  IT IS LOCATED 68 FEET WEST OF THE
 FL1876'CENTERLINE OF THE PAVED HIGHWAY AND 18 FEET EAST OF THE EAST
 FL1876'RAIL OF THE RAILROAD TRACKS.
 FL1876'
 FL1876'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HOVEC NO 2
 FL1876'1953, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 FL1876'IN DIAMETER WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME
 FL1876'ELEVATION AS THE STATION.  IT IS LOCATED 68 FEET WEST OF THE
 FL1876'CENTERLINE OF THE PAVED HIGHWAY AND 17 FEET EAST OF THE EAST RAIL
 FL1876'OF THE RAILROAD TRACKS.
 FL1876'
 FL1876'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOVEC 1953, SET
 FL1876'IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER
 FL1876'WHICH PROJECTS ABOUT 1 INCH.  IT IS LOCATED BETWEEN THE SANTA FE
 FL1876'RAILROAD AND U.S. HIGHWAY 287, ABOUT 85 FEET WEST OF THE
 FL1876'CENTERLINE OF THE PAVED HIGHWAY, 75 FEET WEST SOUTHWEST OF A
 FL1876'CONCRETE CULVERT AND 15 FEET EAST OF THE EAST RAIL OF THE
 FL1876'RAILROAD TRACKS.
 FL1876'
 FL1876'TO REACH, THE AZIMUTH MARK FROM THE STATION, GO NORTH, ON
 FL1876'U.S. HIGHWAY 287, FOR 0.5 MILE TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0896 ***********************************************************************
 BP0896  DESIGNATION -  HOVEY
 BP0896  PID         -  BP0896
 BP0896  STATE/COUNTY-  TX/PECOS
 BP0896  USGS QUAD   -  TUCKER HILL (1970)
 BP0896
 BP0896                         *CURRENT SURVEY CONTROL
 BP0896  ___________________________________________________________________
 BP0896* NAD 83(1993)-  30 56 58.39284(N)    103 22 21.54990(W)     ADJUSTED  
 BP0896* NAVD 88     -       948.2    (meters)    3111.     (feet)  VERTCON   
 BP0896  ___________________________________________________________________
 BP0896  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 BP0896  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BP0896
 BP0896  HORZ ORDER  -  FIRST
 BP0896
 BP0896.The horizontal coordinates were established by classical geodetic methods
 BP0896.and adjusted by the National Geodetic Survey in February 1996..
 BP0896
 BP0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0896
 BP0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0896
 BP0896.The geoid height was determined by GEOID03.
 BP0896
 BP0896;                    North         East     Units Scale Factor Converg.
 BP0896;SPC TX C     - 3,146,181.014   409,649.702   MT  0.99988215   -1 33 55.5
 BP0896;SPC TX C     -10,322,095.54  1,343,992.40   sFT  0.99988215   -1 33 55.5
 BP0896;UTM  13      - 3,425,146.726   655,448.074   MT  0.99989808   +0 50 13.5
 BP0896
 BP0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0896!SPC TX C     -   0.99985475  x   0.99988215  =   0.99973692
 BP0896!UTM  13      -   0.99985475  x   0.99989808  =   0.99975285
 BP0896
 BP0896|---------------------------------------------------------------------|
 BP0896| PID    Reference Object                     Distance      Geod. Az  |
 BP0896|                                                           dddmmss.s |
 BP0896| CH9605 HOVEY RM 1                           23.644 METERS 02350     |
 BP0896| BP0246 H 453 RESET                                        1042924.1 |
 BP0896| BP0897 HOVEY RM A                           27.798 METERS 21313     |
 BP0896| CH9606 HOVEY RM 2                           26.700 METERS 24059     |
 BP0896|---------------------------------------------------------------------|
 BP0896
 BP0896                          SUPERSEDED SURVEY CONTROL
 BP0896
 BP0896  NAD 83(1986)-  30 56 58.39704(N)    103 22 21.54425(W) AD(       ) 1
 BP0896  NAD 27      -  30 56 57.85056(N)    103 22 19.92836(W) AD(       ) 1
 BP0896  NGVD 29 (07/19/86)  947.9    (m)         3110.     (f) VERT ANG       
 BP0896
 BP0896.Superseded values are not recommended for survey control.
 BP0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0896.See file dsdata.txt to determine how the superseded data were derived.
 BP0896
 BP0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ5544825147(NAD 83)
 BP0896_MARKER: DS = TRIANGULATION STATION DISK
 BP0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BP0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0896+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 BP0896
 BP0896  HISTORY     - Date     Condition        Report By
 BP0896  HISTORY     - 1968     MONUMENTED       CGS
 BP0896  HISTORY     - 1968     GOOD             CGS
 BP0896  HISTORY     - 19961005 GOOD             USPSQD
 BP0896  HISTORY     - 20001011 GOOD             TXDOT
 BP0896
 BP0896                          STATION DESCRIPTION
 BP0896
 BP0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BP0896'THE STATION IS LOCATED ABOUT 34 MILES SOUTH-SOUTHEAST
 BP0896'OF PECOS, 30 MILES WEST OF FT. STOCKTON, NEAR THE HOVEY
 BP0896'INTERCHANGE OF INTERSTATE HIGHWAY 10 AND ON THE ROAD
 BP0896'RIGHT-OF-WAY.
 BP0896'
 BP0896'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BP0896'67, 285 AND 290 IN THE WEST EDGE OF FT. STOCKTON, GO
 BP0896'WEST ON U.S. HIGHWAY 67 AND 290 FOR 9.4 MILES TO THE
 BP0896'JUNCTION OF U.S. HIGHWAY 67 ON THE LEFT.  CONTINUE WEST
 BP0896'ON U.S. HIGHWAY 290 FOR 17.6 MILES TO THE AZIMUTH MARK
 BP0896'ON THE LEFT.  CONTINUE WEST FOR 1.9 MILES TO HOVEY ROAD
 BP0896'ON THE LEFT.  CONTINUE WEST FOR 0.05 MILE, THENCE RIGHT
 BP0896'ACROSS FIELD FOR 0.1 MILE TO A WIRE FENCE AND THE STATION.
 BP0896'
 BP0896'THE STATION MARK IS A STANDARD DISK, STAMPED HOVEY 1968,
 BP0896'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 BP0896'PROJECTS 2-INCHES.  IT IS 129 FEET SOUTH OF A POWER LINE
 BP0896'POLE, 27.5 FEET EAST OF A WIRE FENCE AND 3.8 FEET WEST OF A
 BP0896'METAL WITNESS POST WITH SIGN ATTACHED.
 BP0896'
 BP0896'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOVEY NO 1 1968,
 BP0896'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BP0896'12-INCHES.  IT IS 77.7 FEET NORTHWEST OF THE METAL WITNESS
 BP0896'POST WITH SIGN ATTACHED, 65.5 FEET SOUTHWEST OF THE POWER LINE
 BP0896'POLE AND 1.4 FEET EAST OF THE WIRE FENCE.
 BP0896'
 BP0896'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOVEY NO 2 1968,
 BP0896'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 BP0896'8-INCHES.  IT IS 90.0 FEET SOUTHWEST OF THE METAL WITNESS POST WITH
 BP0896'SIGN AND 1.4 FEET EAST OF THE WIRE FENCE.
 BP0896'
 BP0896'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED H 453
 BP0896'1935 RESET 1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BP0896'MONUMENT THAT PROJECTS 12-INCHES.  IT IS 186 FEET SOUTH OF THE
 BP0896'CENTER OF U.S. HIGHWAY 290, 3.0 FEET WEST OF A METAL WITNESS
 BP0896'POST WITH SIGN ATTACHED AND 0.8 FEET NORTH OF A WIRE FENCE.
 BP0896
 BP0896                          STATION RECOVERY (1968)
 BP0896
 BP0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BP0896'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN APRIL 1968.
 BP0896'
 BP0896'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BP0896'30 MILES WEST OF FT. STOCKTON.
 BP0896
 BP0896                          STATION RECOVERY (1996)
 BP0896
 BP0896'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0896'RECOVERED IN GOOD CONDITION.
 BP0896
 BP0896                          STATION RECOVERY (2000)
 BP0896
 BP0896'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (JCW)
 BP0896'THE STATION MARK IS LOCATED AT THE NORTHWEST CORNER OF THE
 BP0896'INTERSECTION OF INTERSTATE HIGHWAY 10 AND THE HOVEY ROAD EXIT, NORTH
 BP0896'OF THE FRONTAGE ROAD. THE REFERENCE MARKS ARE AS DESCRIBED EXCEPT THAT
 BP0896'THE AERIAL ELECTRIC LINE HAS BEEN MOVED AND THE TIES TO THE POWER
 BP0896'POLES ARE NO LONGER CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0897 ***********************************************************************
 BP0897  DESIGNATION -  HOVEY RM A
 BP0897  PID         -  BP0897
 BP0897  STATE/COUNTY-  TX/PECOS
 BP0897  USGS QUAD   -  TUCKER HILL (1970)
 BP0897
 BP0897                         *CURRENT SURVEY CONTROL
 BP0897  ___________________________________________________________________
 BP0897* NAD 83(1993)-  30 56 57.63766(N)    103 22 22.12354(W)     ADJUSTED  
 BP0897* NAVD 88     -       948.6    (meters)    3112.     (feet)  VERTCON   
 BP0897  ___________________________________________________________________
 BP0897  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 BP0897  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 BP0897
 BP0897  HORZ ORDER  -  FIRST
 BP0897
 BP0897.The horizontal coordinates were established by classical geodetic methods
 BP0897.and adjusted by the National Geodetic Survey in February 1996..
 BP0897
 BP0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0897
 BP0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0897
 BP0897.The geoid height was determined by GEOID03.
 BP0897
 BP0897;                    North         East     Units Scale Factor Converg.
 BP0897;SPC TX C     - 3,146,158.184   409,633.848   MT  0.99988215   -1 33 55.8
 BP0897;SPC TX C     -10,322,020.64  1,343,940.38   sFT  0.99988215   -1 33 55.8
 BP0897;UTM  13      - 3,425,123.252   655,433.191   MT  0.99989802   +0 50 13.2
 BP0897
 BP0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0897!SPC TX C     -   0.99985469  x   0.99988215  =   0.99973686
 BP0897!UTM  13      -   0.99985469  x   0.99989802  =   0.99975273
 BP0897
 BP0897|---------------------------------------------------------------------|
 BP0897| PID    Reference Object                     Distance      Geod. Az  |
 BP0897|                                                           dddmmss.s |
 BP0897| BP0896 HOVEY                                27.798 METERS 03313     |
 BP0897| BP0892 BRUCE 2                             APPROX.17.4 KM 1002305.1 |
 BP0897|---------------------------------------------------------------------|
 BP0897
 BP0897                          SUPERSEDED SURVEY CONTROL
 BP0897
 BP0897  NAD 83(1986)-  30 56 57.64178(N)    103 22 22.11795(W) AD(       ) 1
 BP0897  NAD 27      -  30 56 57.09535(N)    103 22 20.50199(W) AD(       ) 1
 BP0897  NGVD 29 (07/19/86)  948.3    (m)         3111.     (f) VERT ANG       
 BP0897
 BP0897.Superseded values are not recommended for survey control.
 BP0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0897.See file dsdata.txt to determine how the superseded data were derived.
 BP0897
 BP0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ5543325123(NAD 83)
 BP0897_MARKER: DS = TRIANGULATION STATION DISK
 BP0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0897+STABILITY: SURFACE MOTION
 BP0897
 BP0897  HISTORY     - Date     Condition        Report By
 BP0897  HISTORY     - 1968     MONUMENTED       CGS
 BP0897  HISTORY     - 1968     GOOD             CGS
 BP0897  HISTORY     - 19961005 GOOD             USPSQD
 BP0897
 BP0897                          STATION DESCRIPTION
 BP0897
 BP0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BP0897'THE STATION IS LOCATED ABOUT 34 MILES SOUTH-SOUTHEAST
 BP0897'OF PECOS, 30 MILES WEST OF FT. STOCKTON, NEAR THE HOVEY
 BP0897'INTERCHANGE OF INTERSTATE 10 AND ON THE ROAD RIGHT-OF-WAY.
 BP0897'
 BP0897'THE STATION MARK IS A STANDARD DISK STAMPED HOVEY RM A
 BP0897'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BP0897'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 BP0897'SURFACE.  IT IS 44 FEET EAST OF THE RIGHT-OF-WAY FENCE
 BP0897'AND 5 FEET NORTH OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 BP0897'
 BP0897'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BP0897'HOVEY 1968.
 BP0897
 BP0897                          STATION RECOVERY (1968)
 BP0897
 BP0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BP0897'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED
 BP0897'IN APRIL, 1968.
 BP0897'
 BP0897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BP0897'30 MILES WEST OF FORT STOCKTON.
 BP0897
 BP0897                          STATION RECOVERY (1996)
 BP0897
 BP0897'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1125 ***********************************************************************
 CA1125  DESIGNATION -  HOWARD
 CA1125  PID         -  CA1125
 CA1125  STATE/COUNTY-  TX/CONCHO
 CA1125  USGS QUAD   -  PASCHE (1970)
 CA1125
 CA1125                         *CURRENT SURVEY CONTROL
 CA1125  ___________________________________________________________________
 CA1125* NAD 83(1993)-  31 11 10.86058(N)    099 42 39.34117(W)     ADJUSTED  
 CA1125* NAVD 88     -       625.6    (meters)    2052.     (feet)  VERTCON   
 CA1125  ___________________________________________________________________
 CA1125  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 CA1125  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CA1125
 CA1125  HORZ ORDER  -  SECOND
 CA1125
 CA1125.The horizontal coordinates were established by classical geodetic methods
 CA1125.and adjusted by the National Geodetic Survey in February 1996..
 CA1125
 CA1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1125
 CA1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1125
 CA1125.The geoid height was determined by GEOID03.
 CA1125
 CA1125;                    North         East     Units Scale Factor Converg.
 CA1125;SPC TX C     - 3,168,630.978   759,319.428   MT  0.99988693   +0 19 14.1
 CA1125;SPC TX C     -10,395,750.13  2,491,200.49   sFT  0.99988693   +0 19 14.1
 CA1125;UTM  14      - 3,450,472.132   432,262.022   MT  0.99965660   -0 22 05.3
 CA1125
 CA1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1125!SPC TX C     -   0.99990548  x   0.99988693  =   0.99979242
 CA1125!UTM  14      -   0.99990548  x   0.99965660  =   0.99956211
 CA1125
 CA1125:                Primary Azimuth Mark                     Grid Az
 CA1125:SPC TX C     -  CUT                                      010 37 10.4
 CA1125:UTM  14      -  CUT                                      011 18 29.8
 CA1125
 CA1125|---------------------------------------------------------------------|
 CA1125| PID    Reference Object                     Distance      Geod. Az  |
 CA1125|                                                           dddmmss.s |
 CA1125| CA1126 CUT                                 APPROX. 5.4 KM 0105624.5 |
 CA1125| CV5224 HOWARD RM 1                          15.210 METERS 08905     |
 CA1125| CV5225 HOWARD RM 2                          15.340 METERS 17618     |
 CA1125|---------------------------------------------------------------------|
 CA1125
 CA1125                          SUPERSEDED SURVEY CONTROL
 CA1125
 CA1125  NAD 83(1986)-  31 11 10.86811(N)    099 42 39.32687(W) AD(       ) 2
 CA1125  NAD 27      -  31 11 10.26964(N)    099 42 38.08014(W) AD(       ) 2
 CA1125  NGVD 29 (07/19/86)  625.5    (m)         2052.     (f) VERT ANG       
 CA1125
 CA1125.Superseded values are not recommended for survey control.
 CA1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1125.See file dsdata.txt to determine how the superseded data were derived.
 CA1125
 CA1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV3226250472(NAD 83)
 CA1125_MARKER: DD = SURVEY DISK
 CA1125_SETTING: 0 = UNSPECIFIED SETTING
 CA1125
 CA1125  HISTORY     - Date     Condition        Report By
 CA1125  HISTORY     - 1971     MONUMENTED       USGS
 CA1125  HISTORY     - 19991231 GOOD             USPSQD
 CA1125
 CA1125                          STATION DESCRIPTION
 CA1125
 CA1125'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1125'THE STATION IS LOCATED SOUTH 75 DEG EAST 8 MILES AIRLINE
 CA1125'FROM EDEN, TEXAS.  0.4 MILE WEST OF T-ROAD SOUTH, AND 32
 CA1125'FEET SOUTH OF COUNTY ROAD ON LAND OWNED BY HOWARD LOVELESS.
 CA1125'
 CA1125'TO REACH FROM EDEN, TEXAS, GO 7.6 MILES EAST ON U.S. HIGHWAY
 CA1125'87 TO COUNTY ROAD RIGHT (SOUTH), GO 3.4 MILES SOUTH ON COUNTY
 CA1125'ROAD TO T-ROAD NORTH, TURN LEFT AND GO 0.6 MILE EAST TO
 CA1125'STATION SITE ON THE RIGHT (SOUTH), 15 FEET SOUTHWEST OF
 CA1125'A USGS WITNESS SIGN MOUNTED ON SOUTH RIGHT-OF-WAY FENCE.
 CA1125'
 CA1125'STATION MARK AND THE TWO REFERENCE MARKS ARE ALL STANDARD
 CA1125'BRONZE TABLETS, SOLDERED TO COPPER COATED STEEL RODS, DRIVEN
 CA1125'TO REFUSAL THROUGH DRILL HOLES AND GROUTED.  CENTERED IN
 CA1125'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED
 CA1125'WITH GRAVEL.  THE TABLETS ARE FLUSH WITH THE GROUND.
 CA1125'
 CA1125'STATION MARK--THE ROD IS DRIVEN TO A DEPTH OF 3.4 FEET, TABLET
 CA1125'STAMPED HOWARD ET 1971.
 CA1125'
 CA1125'REFERENCE MARK NO. 1--THE ROD IS DRIVEN TO A DEPTH OF 3.1
 CA1125'FEET, TABLET STAMPED HOWARD ET NO. 1 1971.
 CA1125'
 CA1125'REFERENCE MARK NO. 2--THE ROD IS DRIVEN TO A DEPTH OF 2.9
 CA1125'FEET, TABLET STAMPED HOWARD ET NO. 2 1971.
 CA1125'
 CA1125'STATION CUT ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION
 CA1125'AND WILL SERVE AS THE AZIMUTH MARK.
 CA1125'
 CA1125'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 CA1125
 CA1125                          STATION RECOVERY (1999)
 CA1125
 CA1125'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0915 ***********************************************************************
 CU0915  DESIGNATION -  HOWARD
 CU0915  PID         -  CU0915
 CU0915  STATE/COUNTY-  TX/FISHER
 CU0915  USGS QUAD   -  WHITE CANYON (1969)
 CU0915
 CU0915                         *CURRENT SURVEY CONTROL
 CU0915  ___________________________________________________________________
 CU0915* NAD 83(1993)-  32 54 18.70532(N)    100 22 42.30079(W)     ADJUSTED  
 CU0915* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 CU0915  ___________________________________________________________________
 CU0915  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 CU0915  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CU0915
 CU0915  HORZ ORDER  -  SECOND
 CU0915
 CU0915.The horizontal coordinates were established by classical geodetic methods
 CU0915.and adjusted by the National Geodetic Survey in February 1996..
 CU0915
 CU0915.The orthometric height was scaled from a topographic map.
 CU0915
 CU0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0915
 CU0915.The geoid height was determined by GEOID03.
 CU0915
 CU0915;                    North         East     Units Scale Factor Converg.
 CU0915;SPC TXNC     - 2,138,910.956   424,299.581   MT  0.99987587   -1 01 28.1
 CU0915;SPC TXNC     - 7,017,410.36  1,392,056.21   sFT  0.99987587   -1 01 28.1
 CU0915;UTM  14      - 3,641,619.518   371,091.367   MT  0.99980490   -0 44 56.1
 CU0915
 CU0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0915!SPC TXNC     -   0.99991302  x   0.99987587  =   0.99978890
 CU0915!UTM  14      -   0.99991302  x   0.99980490  =   0.99971793
 CU0915
 CU0915|---------------------------------------------------------------------|
 CU0915| PID    Reference Object                     Distance      Geod. Az  |
 CU0915|                                                           dddmmss.s |
 CU0915| CX8338 HOWARD RM 2                           8.265 METERS 16129     |
 CU0915| CX8336 HOWARD AZ MK                                       1690155.3 |
 CU0915| CU0913 ROTAN NE MUN TANK                   APPROX. 8.9 KM 2385015.9 |
 CU0915| CX8337 HOWARD RM 1                           7.911 METERS 34841     |
 CU0915|---------------------------------------------------------------------|
 CU0915
 CU0915                          SUPERSEDED SURVEY CONTROL
 CU0915
 CU0915  NAD 83(1993)-  32 54 18.71079(N)    100 22 42.29552(W) AD(       ) 2
 CU0915  NAD 83(1986)-  32 54 18.71126(N)    100 22 42.29232(W) AD(       ) 2
 CU0915  NAD 27      -  32 54 18.33745(N)    100 22 40.90616(W) AD(       ) 2
 CU0915
 CU0915.Superseded values are not recommended for survey control.
 CU0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0915.See file dsdata.txt to determine how the superseded data were derived.
 CU0915
 CU0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB7109141620(NAD 83)
 CU0915_MARKER: DS = TRIANGULATION STATION DISK
 CU0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0915_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0915
 CU0915  HISTORY     - Date     Condition        Report By
 CU0915  HISTORY     - 1968     MONUMENTED       CGS
 CU0915
 CU0915                          STATION DESCRIPTION
 CU0915
 CU0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0915'STATION IS LOCATED ABOUT 11 MILES NORTH OF ROBY, 6 MILES NORTHEAST
 CU0915'OF ROTAN, AND ABOUT 2.5 MILES NORTH OF STATE HIGHWAY 92.
 CU0915'
 CU0915'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 70 AND 92 IN ROTAN, GO
 CU0915'EAST ON STATE HIGHWAY 92 FOR 2.65 MILES TO FARM ROAD 2598, TURN
 CU0915'LEFT, GO NORTH ON FARM ROAD 2598 FOR 2.0 MILES TO A CROSSROAD, TURN
 CU0915'RIGHT, GO EAST ON DIRT ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT,
 CU0915'CONTINUE EAST FOR 1.1 MILES TO AZIMUTH MARK ON LEFT AND TRACK
 CU0915'ROAD LEFT, TURN LEFT FOLLOWING TRACK ROAD NORTH ALONG WEST SIDE
 CU0915'OF FENCE FOR 0.35 MILE TO STATION AS DESCRIBED.
 CU0915'
 CU0915'STATION MARK, A STANDARD DISK STAMPED HOWARD 1968, SET IN TOP
 CU0915'OF A 10 INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE THE
 CU0915'SURFACE OF THE GROUND.  IT IS 3.6 FEET WEST OF FENCE LINE AND 3.5
 CU0915'FEET WEST OF WITNESS POST.
 CU0915'
 CU0915'REFERENCE MARK 1, A STANDARD DISK STAMPED HOWARD NO 1. 1968 SET
 CU0915'IN TOP OF A 10 INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES
 CU0915'ABOVE THE SURFACE OF THE GROUND.  IT IS 26.0 FEET NORTH OF WITNESS
 CU0915'POST AND 2.6 FEET WEST OF FENCE LINE.
 CU0915'
 CU0915'REFERENCE MARK 2, A STANDARD DISK STAMPED HOWARD NO. 2 1968 SET
 CU0915'IN TOP OF A 10 INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE
 CU0915'THE SURFACE OF THE GROUND.  IT IS 27.2 FEET SOUTH OF WITNESS POST
 CU0915'AND 1.6 FEET WEST OF FENCE LINE.
 CU0915'
 CU0915'AZIMUTH MARK, A STANDARD DISK STAMPED HOWARD 1968 SET IN TOP OF A
 CU0915'10 INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 CU0915'OF THE GROUND.  IT IS 59.0 FEET WEST OF CENTER OF TRACK ROAD, 27.0
 CU0915'FEET NORTH OF CENTER OF DIRT ROAD, AND 1.4 FEET SOUTH OF POWERLINE
 CU0915'POLE WITH WITNESS SIGN.
 CU0915'
 CU0915'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0840 ***********************************************************************
 EN0840  DESIGNATION -  HOWARD
 EN0840  PID         -  EN0840
 EN0840  STATE/COUNTY-  TX/BRISCOE
 EN0840  USGS QUAD   -  WHITELEY (1965)
 EN0840
 EN0840                         *CURRENT SURVEY CONTROL
 EN0840  ___________________________________________________________________
 EN0840* NAD 83(1993)-  34 19 59.60264(N)    101 18 41.45703(W)     ADJUSTED  
 EN0840* NAVD 88     -       996.     (meters)    3268.     (feet)  SCALED    
 EN0840  ___________________________________________________________________
 EN0840  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 EN0840  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EN0840
 EN0840  HORZ ORDER  -  SECOND
 EN0840
 EN0840.The horizontal coordinates were established by classical geodetic methods
 EN0840.and adjusted by the National Geodetic Survey in February 1996..
 EN0840
 EN0840.The orthometric height was scaled from a topographic map.
 EN0840
 EN0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0840
 EN0840.The geoid height was determined by GEOID03.
 EN0840
 EN0840;                    North         East     Units Scale Factor Converg.
 EN0840;SPC TX N     - 1,036,984.912   217,346.305   MT  1.00008848   +0 06 33.2
 EN0840;SPC TX N     - 3,402,174.67    713,077.00   sFT  1.00008848   +0 06 33.2
 EN0840;SPC TXNC     - 2,299,184.463   341,276.425   MT  1.00012288   -1 32 00.2
 EN0840;SPC TXNC     - 7,543,241.03  1,119,671.07   sFT  1.00012288   -1 32 00.2
 EN0840;UTM  14      - 3,801,524.153   287,352.498   MT  1.00015742   -1 18 15.1
 EN0840
 EN0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0840!SPC TX N     -   0.99984788  x   1.00008848  =   0.99993634
 EN0840!SPC TXNC     -   0.99984788  x   1.00012288  =   0.99997074
 EN0840!UTM  14      -   0.99984788  x   1.00015742  =   1.00000527
 EN0840
 EN0840:                Primary Azimuth Mark                     Grid Az
 EN0840:SPC TX N     -  HOWARD AZ MK                             181 06 54.3
 EN0840:SPC TXNC     -  HOWARD AZ MK                             182 45 27.7
 EN0840:UTM  14      -  HOWARD AZ MK                             182 31 42.6
 EN0840
 EN0840|---------------------------------------------------------------------|
 EN0840| PID    Reference Object                     Distance      Geod. Az  |
 EN0840|                                                           dddmmss.s |
 EN0840| CJ7514 HOWARD AZ MK                                       1811327.5 |
 EN0840| CJ7515 HOWARD RM 1                          27.300 METERS 25856     |
 EN0840| CJ7516 HOWARD RM 2                          23.249 METERS 35351     |
 EN0840|---------------------------------------------------------------------|
 EN0840
 EN0840                          SUPERSEDED SURVEY CONTROL
 EN0840
 EN0840  NAD 83(1993)-  34 19 59.60542(N)    101 18 41.45413(W) AD(       ) 2
 EN0840  NAD 83(1986)-  34 19 59.60852(N)    101 18 41.45164(W) AD(       ) 2
 EN0840  NAD 27      -  34 19 59.36429(N)    101 18 39.87649(W) AD(       ) 2
 EN0840
 EN0840.Superseded values are not recommended for survey control.
 EN0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0840.See file dsdata.txt to determine how the superseded data were derived.
 EN0840
 EN0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD8735201524(NAD 83)
 EN0840_MARKER: DS = TRIANGULATION STATION DISK
 EN0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0840
 EN0840  HISTORY     - Date     Condition        Report By
 EN0840  HISTORY     - 1964     MONUMENTED       CGS
 EN0840
 EN0840                          STATION DESCRIPTION
 EN0840
 EN0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0840'THE STATION IS ABOUT 10 MILES SOUTH OF SILVERTON AND 7-1/2 MILES
 EN0840'NORTH OF SOUTH PLAINS, ON THE EAST SIDE OF STATE HIGHWAY 207.
 EN0840'
 EN0840'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH PLAINS, GO NORTH
 EN0840'ON STATE HIGHWAY 207 FOR 6.65 MILES TO A GRADED CROSSROAD.  CONTINUE
 EN0840'NORTH ON THE HIGHWAY FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 EN0840'RIGHT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.65 MILE TO THE STATION
 EN0840'ON THE RIGHT.
 EN0840'
 EN0840'STATION MARK IS A STANDARD DISK, STAMPED HOWARD 1964, SET IN THE TOP
 EN0840'OF AN 18 INCH SQUARE CONCRETE POST 14 INCHES BELOW THE GROUND
 EN0840'SURFACE.  IT IS 141 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 EN0840'207, 99 FEET SOUTH OF THE CENTERLINE OF A GRADED ROAD, 90 FEET EAST
 EN0840'OF A NORTH-SOUTH WIRE FENCE, 90 FEET EAST OF A WITNESS POST AND 78
 EN0840'FEET SOUTH OF AN EAST-WEST WIRE FENCE.
 EN0840'
 EN0840'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOWARD NO 1 1964, SET IN
 EN0840'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 EN0840'IT IS 52 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 33.3 FEET
 EN0840'SOUTH OF A POWERLINE POLE, 2.8 FEET SOUTH OF THE WITNESS POST, 1
 EN0840'FOOT EAST OF THE NORTH-SOUTH FENCE AND ABOUT THE SAME ELEVATION AS
 EN0840'THE STATION.
 EN0840'
 EN0840'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOWARD NO 2 1964, SET IN
 EN0840'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EN0840'IT IS 72 FEET EAST OF THE POWERLINE POLE, 23 FEET SOUTH OF THE
 EN0840'CENTERLINE OF THE GRADED ROAD, 1 FOOT SOUTH OF THE EAST-WEST FENCE
 EN0840'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0840'
 EN0840'AZIMUTH MARK IS A STANDARD DISK, STAMPED HOWARD 1964, SET IN THE TOP
 EN0840'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 52
 EN0840'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 207, 3 FEET SOUTH OF A
 EN0840'WITNESS POST, 1.7 FEET NORTH OF A POWERLINE POLE AND 1 FOOT EAST OF A
 EN0840'WIRE FENCE.
 EN0840'
 EN0840'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1229 ***********************************************************************
 DN1229  DESIGNATION -  HOWE
 DN1229  PID         -  DN1229
 DN1229  STATE/COUNTY-  TX/GRAYSON
 DN1229  USGS QUAD   -  HOWE (1974)
 DN1229
 DN1229                         *CURRENT SURVEY CONTROL
 DN1229  ___________________________________________________________________
 DN1229* NAD 83(1993)-  33 30 39.54800(N)    096 36 26.80459(W)     ADJUSTED  
 DN1229* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 DN1229  ___________________________________________________________________
 DN1229  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DN1229  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 DN1229
 DN1229  HORZ ORDER  -  SECOND
 DN1229
 DN1229.The horizontal coordinates were established by classical geodetic methods
 DN1229.and adjusted by the National Geodetic Survey in February 1996..
 DN1229
 DN1229.The orthometric height was scaled from a topographic map.
 DN1229
 DN1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1229
 DN1229.The geoid height was determined by GEOID03.
 DN1229
 DN1229;                    North         East     Units Scale Factor Converg.
 DN1229;SPC TXNC     - 2,206,102.812   775,812.467   MT  0.99990466   +1 01 55.9
 DN1229;SPC TXNC     - 7,237,855.64  2,545,311.40   sFT  0.99990466   +1 01 55.9
 DN1229;UTM  14      - 3,710,499.779   722,230.638   MT  1.00020891   +1 19 17.3
 DN1229
 DN1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1229!SPC TXNC     -   0.99996258  x   0.99990466  =   0.99986724
 DN1229!UTM  14      -   0.99996258  x   1.00020891  =   1.00017148
 DN1229
 DN1229:                Primary Azimuth Mark                     Grid Az
 DN1229:SPC TXNC     -  SHERMAN MUNICIPAL STANDPIPE              002 54 14.4
 DN1229:UTM  14      -  SHERMAN MUNICIPAL STANDPIPE              002 36 53.0
 DN1229
 DN1229|---------------------------------------------------------------------|
 DN1229| PID    Reference Object                     Distance      Geod. Az  |
 DN1229|                                                           dddmmss.s |
 DN1229| DN1222 SHERMAN MUNICIPAL STANDPIPE         APPROX.14.4 KM 0035610.3 |
 DN1229| DN1232 SHERMAN TELE VUE MAST               APPROX. 9.6 KM 0054435.6 |
 DN1229| CX9046 43 ES                                              1291631.6 |
 DN1229| DN1133 VAN ALSTYNE MUNICIPAL TANK          APPROX.10.1 KM 1633000.9 |
 DN1229| DN1132 VAN ALSTYNE G COLLIN REA MAST       APPROX. 9.4 KM 1643103.5 |
 DN1229| CX9967 HOWE RM 1                             5.920 METERS 21547     |
 DN1229| CX9968 HOWE RM 2                             5.770 METERS 29339     |
 DN1229|---------------------------------------------------------------------|
 DN1229
 DN1229                          SUPERSEDED SURVEY CONTROL
 DN1229
 DN1229  NAD 83(1993)-  33 30 39.54989(N)    096 36 26.80080(W) AD(       ) 2
 DN1229  NAD 83(1986)-  33 30 39.55478(N)    096 36 26.79601(W) AD(       ) 2
 DN1229  NAD 27      -  33 30 39.16080(N)    096 36 25.82990(W) AD(       ) 2
 DN1229
 DN1229.Superseded values are not recommended for survey control.
 DN1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1229.See file dsdata.txt to determine how the superseded data were derived.
 DN1229
 DN1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2223110500(NAD 83)
 DN1229_MARKER: DS = TRIANGULATION STATION DISK
 DN1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1229
 DN1229  HISTORY     - Date     Condition        Report By
 DN1229  HISTORY     - 1957     MONUMENTED       CGS
 DN1229  HISTORY     - 1958     GOOD             CGS
 DN1229
 DN1229                          STATION DESCRIPTION
 DN1229
 DN1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1229'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHEAST OF THE BUSINESS
 DN1229'DISTRICT OF HOWE IN A SMALL GROVE OF FRUIT TREES NEAR THE
 DN1229'NORTHWEST CORNER OF A FARM YARD, 28 FEET NORTHWEST OF THE
 DN1229'NORTHWEST CORNER OF A CONCRETE STORM CELLAR, 24 FEET SOUTHEAST
 DN1229'OF THE CENTER OF A CURVE IN A TRACK ROAD AND 20 FEET
 DN1229'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A SHED.  THE MARK
 DN1229'IS STAMPED HOWE 1957 AND IS FLUSH WITH THE GROUND SURFACE.
 DN1229'
 DN1229'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF A TRACK
 DN1229'ROAD AND 2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SHED.
 DN1229'THE MARK IS STAMPED HOWE NO 1 1957 AND IS FLUSH WITH THE
 DN1229'GROUND SURFACE.
 DN1229'
 DN1229'REFERENCE MARK NO. 2 IS 26 FEET NORTHWEST OF THE NORTHWEST
 DN1229'CORNER OF A SHED AND 6 FEET SOUTHEAST OF THE CENTER OF A
 DN1229'TRACK ROAD.  THE MARK IS STAMPED HOWE NO 2 1957 AND IS FLUSH
 DN1229'WITH THE GROUND SURFACE.
 DN1229'
 DN1229'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 24.1 FEET.
 DN1229'
 DN1229'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 48 FEET NORTH
 DN1229'OF THE CENTER OF A ROAD AND 1 FOOT WEST OF A TELEPHONE POLE.
 DN1229'IT IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF A
 DN1229'ROUND CONCRETE POST, 10 INCHES IN DIAMETER, PROJECTING 8
 DN1229'INCHES AND IS STAMPED 43 ES 1955.
 DN1229'
 DN1229'TO REACH THE STATION FROM THE INTERSECTION JUST EAST OF THE
 DN1229'POST OFFICE IN HOWE, GO NORTH FOR 0.2 MILE TO A CROSSROAD,
 DN1229'TURN RIGHT AND GO EAST FOR 0.2 MILE TO A DRIVEWAY INTO FARM
 DN1229'YARD ON LEFT, (CONTINUE EAST FOR 0.15 MILE TO AZIMUTH MARK
 DN1229'ON LEFT AS DESCRIBED.) TURN LEFT AND GO NORTH FOR 0.1 MILE
 DN1229'TO THE NORTHWEST CORNER OF YARD AND STATION AS DESCRIBED.
 DN1229'
 DN1229'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1229
 DN1229                          STATION RECOVERY (1958)
 DN1229
 DN1229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KMB)
 DN1229'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1229'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1229'TO STATION SITE ARE AS FOLLOWS--TO REACH THE STATION FROM
 DN1229'THE INTERSECTION JUST EAST OF THE POST OFFICE IN HOWE, GO
 DN1229'NORTH 0.26 MILE CROSS ROAD WHERE F.M. 1281 TURNS EAST.  TURN
 DN1229'EAST ACROSS RAILROAD TRACK AND FOLLOW F.M. 1281 0.18 MILE TO
 DN1229'DRIVE TO FARM HOUSE LEFT, TURN LEFT IN DRIVE AND FOLLOW
 DN1229'FOR 0.11 MILE AROUND WEST SIDE OF FARM HOUSE TO STATION ON
 DN1229'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1233 ***********************************************************************
 DN1233  DESIGNATION -  HOWE MUNICIPAL TANK
 DN1233  PID         -  DN1233
 DN1233  STATE/COUNTY-  TX/GRAYSON
 DN1233  USGS QUAD   -  HOWE (1974)
 DN1233
 DN1233                         *CURRENT SURVEY CONTROL
 DN1233  ___________________________________________________________________
 DN1233* NAD 83(1993)-  33 30 13.24390(N)    096 36 43.22683(W)     ADJUSTED  
 DN1233* NAVD 88     -                                                        
 DN1233  ___________________________________________________________________
 DN1233  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DN1233  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DN1233
 DN1233  HORZ ORDER  -  THIRD
 DN1233
 DN1233.The horizontal coordinates were established by classical geodetic methods
 DN1233.and adjusted by the National Geodetic Survey in February 1996..
 DN1233
 DN1233
 DN1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1233
 DN1233.The geoid height was determined by GEOID03.
 DN1233
 DN1233;                    North         East     Units Scale Factor Converg.
 DN1233;SPC TXNC     - 2,205,284.984   775,403.304   MT  0.99990365   +1 01 46.9
 DN1233;SPC TXNC     - 7,235,172.49  2,543,969.01   sFT  0.99990365   +1 01 46.9
 DN1233;UTM  14      - 3,709,679.648   721,825.484   MT  1.00020669   +1 19 07.3
 DN1233
 DN1233                          SUPERSEDED SURVEY CONTROL
 DN1233
 DN1233  NAD 83(1993)-  33 30 13.24595(N)    096 36 43.22291(W) AD(       ) 4
 DN1233  NAD 83(1986)-  33 30 13.25077(N)    096 36 43.21683(W) AD(       ) 4
 DN1233  NAD 27      -  33 30 12.85600(N)    096 36 42.25200(W) AD(       ) 3
 DN1233
 DN1233.Superseded values are not recommended for survey control.
 DN1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1233.See file dsdata.txt to determine how the superseded data were derived.
 DN1233
 DN1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC2182509680(NAD 83)
 DN1233_MARKER: 53 = ELEVATED TANK
 DN1233
 DN1233  HISTORY     - Date     Condition        Report By
 DN1233  HISTORY     - 1957     FIRST OBSERVED   CGS
 DN1233
 DN1233                          STATION DESCRIPTION
 DN1233
 DN1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1233'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN OF
 DN1233'HOWE, 33 FEET EAST OF THE CENTER OF A DIRT ROAD AND 15 FEET
 DN1233'NORTH OF A BUILDING.  THE WATER TANK IS SUPPORTED BY A FOUR
 DN1233'LEGGED STEEL STRUCTURE, PAINTED SILVER IN COLOR AND IS ABOUT
 DN1233'65 FEET IN HEIGHT.
 DN1233'
 DN1233'TO REACH FROM THE POST OFFICE IN HOWE GO EAST FOR 0.05 MILE,
 DN1233'TURN RIGHT, SOUTH, AND GO 0.2 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1441 ***********************************************************************
 AE1441  DESIGNATION -  HOWN
 AE1441  PID         -  AE1441
 AE1441  STATE/COUNTY-  TX/BROOKS
 AE1441  USGS QUAD   -  TACUBAYA (1993)
 AE1441
 AE1441                         *CURRENT SURVEY CONTROL
 AE1441  ___________________________________________________________________
 AE1441* NAD 83(1993)-  26 58 29.49181(N)    098 18 04.30423(W)     ADJUSTED  
 AE1441* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 AE1441  ___________________________________________________________________
 AE1441  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AE1441  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AE1441
 AE1441  HORZ ORDER  -  FIRST
 AE1441
 AE1441.The horizontal coordinates were established by classical geodetic methods
 AE1441.and adjusted by the National Geodetic Survey in February 1996..
 AE1441
 AE1441.The orthometric height was scaled from a topographic map.
 AE1441
 AE1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1441
 AE1441.The geoid height was determined by GEOID03.
 AE1441
 AE1441;                    North         East     Units Scale Factor Converg.
 AE1441;SPC TX S     - 5,144,952.029   319,734.611   MT  0.99989490   +0 05 24.9
 AE1441;SPC TX S     -16,879,730.12  1,048,995.97   sFT  0.99989490   +0 05 24.9
 AE1441;UTM  14      - 2,983,842.467   569,348.439   MT  0.99965937   +0 19 01.2
 AE1441
 AE1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1441!SPC TX S     -   0.99999217  x   0.99989490  =   0.99988707
 AE1441!UTM  14      -   0.99999217  x   0.99965937  =   0.99965154
 AE1441
 AE1441:                Primary Azimuth Mark                     Grid Az
 AE1441:SPC TX S     -  HOWN AZ MK                               180 09 35.7
 AE1441:UTM  14      -  HOWN AZ MK                               179 55 59.4
 AE1441
 AE1441|---------------------------------------------------------------------|
 AE1441| PID    Reference Object                     Distance      Geod. Az  |
 AE1441|                                                           dddmmss.s |
 AE1441| CV3317 HOWN AZ MK                                         1801500.6 |
 AE1441| CV3318 HOWN RM 1                            23.655 METERS 19055     |
 AE1441| CV3319 HOWN RM 2                            19.812 METERS 29107     |
 AE1441|---------------------------------------------------------------------|
 AE1441
 AE1441                          SUPERSEDED SURVEY CONTROL
 AE1441
 AE1441  NAD 83(1986)-  26 58 29.49942(N)    098 18 04.27474(W) AD(       ) 1
 AE1441  NAD 27      -  26 58 28.32360(N)    098 18 03.24220(W) AD(       ) 1
 AE1441
 AE1441.Superseded values are not recommended for survey control.
 AE1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1441.See file dsdata.txt to determine how the superseded data were derived.
 AE1441
 AE1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ6934883842(NAD 83)
 AE1441_MARKER: DS = TRIANGULATION STATION DISK
 AE1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1441
 AE1441  HISTORY     - Date     Condition        Report By
 AE1441  HISTORY     - 1961     MONUMENTED       CGS
 AE1441
 AE1441                          STATION DESCRIPTION
 AE1441
 AE1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1441'THE STATION IS APPROXIMATELY 20 MILES SOUTHWEST OF THE CENTER
 AE1441'OF FALFURRIAS, 11 MILES WEST OF ENCINO, 4-1/2 MILES NORTHWEST OF
 AE1441'THE VILLAGE OF TACUBAYA, ALONG THE WEST SIDE OF A NORTH-SOUTH SAND
 AE1441'ROAD, ON PROPERTY OWNED BY THE JONES RANCH.
 AE1441'
 AE1441'TO REACH THE STATION FROM THE POST OFFICE IN ENCINO, GO SOUTH ON
 AE1441'U.S. HIGHWAY 281, 3.6 MILES TO THE JUNCTION OF FARM ROAD NO. 755
 AE1441'IN THE VILLAGE OF RACHAL.  TURN RIGHT AND GO WEST ON 755 FOR 7.3
 AE1441'MILES TO A FORK.  BEAR RIGHT AND GO NORTH ON FARM ROAD NO. 430
 AE1441'FOR 3.25 MILES TO THE VILLAGE OF TACUBAYA.  CONTINUE WESTERLY ON
 AE1441'NO. 430 FOR 2.0 MILES TO WHERE THE MAIN ROAD CURVES SOUTH AND A
 AE1441'SAND ROAD STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, CROSSING A
 AE1441'CATTLE GUARD, AND GO WEST ON THE SAND ROAD 0.15 MILE TO A SAND
 AE1441'ROAD ON THE RIGHT JUST BEFORE REACHING A ROAD LEFT AND TANKS
 AE1441'ON THE LEFT.  TURN RIGHT AND GO NORTH ON THE SAND ROAD 0.3
 AE1441'MILE TO A ROAD LEFT AND A PUMP ON THE RIGHT.  CONTINUE STRAIGHT
 AE1441'AHEAD ON THE MAIN ROAD AND GO NORTH AND EAST ALONG FENCE 3.45
 AE1441'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE
 AE1441'MAIN ROAD 0.4 MILE TO THE STATION ON THE LEFT ABOUT 0.15
 AE1441'MILE BEFORE REACHING A CATTLE GUARD.
 AE1441'
 AE1441'STATION MARKS ARE STANDARD DISK STAMPED HOWN 1960.  THE SURFACE
 AE1441'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 AE1441'IT IS 56 FEET WEST OF A FENCE, 39 FEET WEST OF THE CENTER OF A
 AE1441'SAND ROAD AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST.  THE
 AE1441'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 AE1441'INCHES BELOW THE SURFACE OF THE GROUND.
 AE1441'
 AE1441'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOWN NO 1 1960, IS
 AE1441'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 53
 AE1441'FEET WEST OF THE CENTER OF THE SAND ROAD.
 AE1441'
 AE1441'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOWN NO 2 1960, IS
 AE1441'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 100
 AE1441'FEET WEST OF THE CENTER OF THE SAND ROAD.
 AE1441'
 AE1441'AZIMUTH MARK IS A STANDARD DISK STAMPED HOWN 1960, SET IN A
 AE1441'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 56 FEET
 AE1441'WEST OF THE CENTER OF THE SAND ROAD AND 2.1 FEET NORTH OF A
 AE1441'METAL WITNESS POST.
 AE1441'
 AE1441'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1441'
 AE1441'SEVERAL HOURS CLEARING REQUIRED TO SEE THE AZIMUTH MARK FROM
 AE1441'THE GROUND.
 AE1441'
 AE1441'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3193 ***********************************************************************
 AB3193  PACS        -  This is a Primary Airport Control Station.
 AB3193  DESIGNATION -  HPY A
 AB3193  PID         -  AB3193
 AB3193  STATE/COUNTY-  TX/HARRIS
 AB3193  USGS QUAD   -  MONT BELVIEU (1994)
 AB3193
 AB3193                         *CURRENT SURVEY CONTROL
 AB3193  ___________________________________________________________________
 AB3193* NAD 83(1993)-  29 47 11.72546(N)    094 57 08.14543(W)     ADJUSTED  
 AB3193* NAVD 88     -         7.83   (meters)      25.7    (feet)  GPS OBS   
 AB3193  ___________________________________________________________________
 AB3193  X           -    -478,247.002 (meters)                     COMP
 AB3193  Y           -  -5,519,348.740 (meters)                     COMP
 AB3193  Z           -   3,149,854.868 (meters)                     COMP
 AB3193  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AB3193  ELLIP HEIGHT-         -19.48  (meters)          (10/24/00) GPS OBS
 AB3193  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AB3193
 AB3193  HORZ ORDER  -  B
 AB3193  ELLP ORDER  -  FOURTH    CLASS II
 AB3193
 AB3193.This mark is at Baytown (HPY) Airport (HPY)
 AB3193
 AB3193.The horizontal coordinates were established by GPS observations
 AB3193.and adjusted by the National Geodetic Survey in February 1996..
 AB3193
 AB3193.The orthometric height was determined by GPS observations and a
 AB3193.high-resolution geoid model.
 AB3193
 AB3193.GPS derived orthometric heights for airport stations designated as
 AB3193.PACS or SACS are published to 2 decimal places.  This maintains
 AB3193.centimeter relative accuracy between the PACS and SACS.  It does
 AB3193.not indicate centimeter accuracy relative to other marks which are
 AB3193.part of the NAVD 88 network.
 AB3193
 AB3193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3193
 AB3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3193
 AB3193.The ellipsoidal height was determined by GPS observations
 AB3193.and is referenced to NAD 83.
 AB3193
 AB3193.The geoid height was determined by GEOID03.
 AB3193
 AB3193;                    North         East     Units Scale Factor Converg.
 AB3193;SPC TXSC     - 4,223,246.148   991,264.522   MT  0.99989421   +1 58 58.9
 AB3193;SPC TXSC     -13,855,766.74  3,252,173.69   sFT  0.99989421   +1 58 58.9
 AB3193;UTM  15      - 3,296,735.744   311,288.590   MT  1.00003940   -0 58 12.4
 AB3193
 AB3193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3193!SPC TXSC     -   1.00000306  x   0.99989421  =   0.99989727
 AB3193!UTM  15      -   1.00000306  x   1.00003940  =   1.00004246
 AB3193
 AB3193|---------------------------------------------------------------------|
 AB3193| PID    Reference Object                     Distance      Geod. Az  |
 AB3193|                                                           dddmmss.s |
 AB3193| AW7015 BAYPORT                             104.671 METERS 24944     |
 AB3193| AW7016 BAYPORT AZ MK                       APPROX. 0.5 KM 3133309.8 |
 AB3193|---------------------------------------------------------------------|
 AB3193
 AB3193                          SUPERSEDED SURVEY CONTROL
 AB3193
 AB3193  ELLIP H (02/20/96)  -19.34   (m)                       GP(       ) 3 2
 AB3193
 AB3193.Superseded values are not recommended for survey control.
 AB3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3193.See file dsdata.txt to determine how the superseded data were derived.
 AB3193
 AB3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1128996736(NAD 83)
 AB3193_MARKER: I = METAL ROD
 AB3193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3193_STAMPING: HPY A 1995
 AB3193_MARK LOGO: NGS   
 AB3193_PROJECTION: RECESSED 8 CENTIMETERS
 AB3193_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3193+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1997
 AB3193_ROD/PIPE-DEPTH: 9.0  meters
 AB3193_SLEEVE-DEPTH  : 1.0 meters
 AB3193
 AB3193  HISTORY     - Date     Condition        Report By
 AB3193  HISTORY     - 1995     MONUMENTED       NGS
 AB3193  HISTORY     - 19970324 GOOD             NGS
 AB3193
 AB3193                          STATION DESCRIPTION
 AB3193
 AB3193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB3193'THE STATION IS LOCATED ABOUT 1.85 MI (2.98 KM) NORTH OF BAYTOWN, NEAR
 AB3193'MIDFIELD OF THE BAYTOWN AIRPORT.  OWNERSHIP--RACECO, INC.  FOR ACCESS
 AB3193'TO THE AIRPORT CONTACT MR.  CRAIG MCNAIR, GENERAL MANAGER, 5600
 AB3193'BARKALOO ROAD, P.O.  BOX 570 BAYTOWN, TX 77522-0570.  PHONE (713)
 AB3193'421-1671.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND
 AB3193'N.  MAIN STREET (EXIT 793) , PROCEED SOUTH ON NORTH MAIN STREET FOR
 AB3193'1.25 MI (2.01 KM) TO THE INTERSECTION OF NORTH MAIN STREET AND ARCHER
 AB3193'STREET.  TURN LEFT, EAST, ON ARCHER STREET AND PROCEED FOR 0.3 MI (0.5
 AB3193'KM) TO THE INTERSECTION OF ARCHER STREET AND BARKALOO ROAD. TURN
 AB3193'RIGHT, SOUTH, ON BARKALOO ROAD AND PROCEED FOR 0.3 MI (0.5 KM) TO THE
 AB3193'ENTRANCE TO THE AIRPORT PARKING LOT ON THE SOUTH SIDE OF THE AIRPORT
 AB3193'TERMINAL.  GO EAST ACROSS THE AIRPORT PARKING LOT TO THE GATE.  PASS
 AB3193'THROUGH THE GATE AND PROCEED SOUTH AND EAST ALONG THE TAXIWAY FOR 0.3
 AB3193'MI (0.5 KM) TO THE INTERSECTION OF THE TAXIWAY AND RUNWAY AND THE
 AB3193'STATION APPROXIMATELY 200 FT (61.0 M) STRAIGHT AHEAD. THE STATION IS
 AB3193'91.4 M (299.9 FT) WEST-SOUTHWEST OF THE EDGE OF A ROAD, 66.1 M (216.9
 AB3193'FT) NORTH-NORTHEAST OF THE CENTERLINE INTERSECTION OF THE TAXIWAY AND
 AB3193'RUNWAY, 28.1 M (92.2 FT) EAST OF THE CENTER OF A STEEL DRAIN, AND O.5
 AB3193'M SOUTHEAST OF A WITNESS POST.  THIS IS A PAC STATION.
 AB3193
 AB3193                          STATION RECOVERY (1997)
 AB3193
 AB3193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN)
 AB3193'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9760 ***********************************************************************
 AB9760  SACS        -  This is a Secondary Airport Control Station.
 AB9760  DESIGNATION -  HPY B
 AB9760  PID         -  AB9760
 AB9760  STATE/COUNTY-  TX/HARRIS
 AB9760  USGS QUAD   -  MONT BELVIEU (1994)
 AB9760
 AB9760                         *CURRENT SURVEY CONTROL
 AB9760  ___________________________________________________________________
 AB9760* NAD 83(1993)-  29 46 53.72778(N)    094 56 56.41823(W)     ADJUSTED  
 AB9760* NAVD 88     -         7.95   (meters)      26.1    (feet)  GPS OBS   
 AB9760  ___________________________________________________________________
 AB9760  X           -    -477,956.956 (meters)                     COMP
 AB9760  Y           -  -5,519,650.283 (meters)                     COMP
 AB9760  Z           -   3,149,373.966 (meters)                     COMP
 AB9760  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AB9760  ELLIP HEIGHT-         -19.35  (meters)          (07/17/01) GPS OBS
 AB9760  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AB9760
 AB9760  HORZ ORDER  -  FIRST
 AB9760  ELLP ORDER  -  FIFTH     CLASS I
 AB9760
 AB9760.This mark is at Baytown (HPY) Airport (HPY)
 AB9760
 AB9760.The horizontal coordinates were established by GPS observations
 AB9760.and adjusted by the National Geodetic Survey in January 1997..
 AB9760
 AB9760.The orthometric height was determined by GPS observations and a
 AB9760.high-resolution geoid model.
 AB9760
 AB9760.GPS derived orthometric heights for airport stations designated as
 AB9760.PACS or SACS are published to 2 decimal places.  This maintains
 AB9760.centimeter relative accuracy between the PACS and SACS.  It does
 AB9760.not indicate centimeter accuracy relative to other marks which are
 AB9760.part of the NAVD 88 network.
 AB9760
 AB9760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9760
 AB9760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9760
 AB9760.The ellipsoidal height was determined by GPS observations
 AB9760.and is referenced to NAD 83.
 AB9760
 AB9760.The geoid height was determined by GEOID03.
 AB9760
 AB9760;                    North         East     Units Scale Factor Converg.
 AB9760;SPC TXSC     - 4,222,703.269   991,598.469   MT  0.99989353   +1 59 04.7
 AB9760;SPC TXSC     -13,853,985.64  3,253,269.31   sFT  0.99989353   +1 59 04.7
 AB9760;UTM  15      - 3,296,176.301   311,594.170   MT  1.00003798   -0 58 06.0
 AB9760
 AB9760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9760!SPC TXSC     -   1.00000304  x   0.99989353  =   0.99989657
 AB9760!UTM  15      -   1.00000304  x   1.00003798  =   1.00004102
 AB9760
 AB9760                          SUPERSEDED SURVEY CONTROL
 AB9760
 AB9760  ELLIP H (01/10/97)  -19.22   (m)                       GP(       ) 5 1
 AB9760
 AB9760.Superseded values are not recommended for survey control.
 AB9760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9760.See file dsdata.txt to determine how the superseded data were derived.
 AB9760
 AB9760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1159496176(NAD 83)
 AB9760_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9760_STAMPING: HPY B 1995
 AB9760_MARK LOGO: NGS   
 AB9760_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9760+STABILITY: SURFACE MOTION
 AB9760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9760+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB9760
 AB9760  HISTORY     - Date     Condition        Report By
 AB9760  HISTORY     - 1995     MONUMENTED       NGS
 AB9760
 AB9760                          STATION DESCRIPTION
 AB9760
 AB9760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AB9760'THE STATION IS LOCATED ABOUT 1.85 MI (2.98 KM) NORTH OF BAYTOWN, NEAR
 AB9760'RUNWAY END 32 ON THE SOUTHEAST SIDE OF THE BAYTOWN AIRPORT.
 AB9760'OWNERSHIP--RACECO, INC.  FOR ACCESS TO THE AIRPORT CONTACT MR.  CRAIG
 AB9760'MCNAIR, GENERAL MANAGER, 5600 BARKALOO ROAD, P.O.  BOX 570 BAYTOWN, TX
 AB9760'77522-0570.  PHONE (713) 421-1671.  TO REACH THE STATION FROM THE
 AB9760'JUNCTION OF INTERSTATE 10 AND N.  MAIN STREET (EXIT 793) , PROCEED
 AB9760'SOUTH ON NORTH MAIN STREET FOR 1.25 MI (2.01 KM) TO THE INTERSECTION
 AB9760'OF NORTH MAIN STREET AND ARCHER STREET.  TURN LEFT, EAST, ON ARCHER
 AB9760'STREET AND PROCEED FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF ARCHER
 AB9760'STREET AND BARKALOO ROAD.  TURN RIGHT, SOUTH, ON BARKALOO ROAD AND
 AB9760'PROCEED FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO THE AIRPORT PARKING LOT
 AB9760'ON THE SOUTH SIDE OF THE AIRPORT TERMINAL.  GO EAST ACROSS THE AIRPORT
 AB9760'PARKING LOT TO THE GATE.  PASS THROUGH THE GATE AND PROCEED SOUTH AND
 AB9760'EAST ALONG THE TAXIWAY FOR 0.3 MI (0.5 KM) TO THE RUNWAY AND TURN
 AB9760'RIGHT.  PROCEED SOUTHEAST ALONG THE RUNWAY FOR 0.4 MI (0.6 KM) TO THE
 AB9760'STATION ON THE RIGHT.  THE STATION IS 55.1 M (180.8 FT)
 AB9760'SOUTH-SOUTHEAST OF CENTERLINE END RUNWAY 32, 33.1 M (108.6 FT) EAST OF
 AB9760'A FENCE CORNER, 19.5 M (64.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 AB9760'THE DISPLACED THRESHOLD, AND 1.3 M (4.3 FT) NORTH A WITNESS POST.
 AB9760'NOTE--THIS STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6261 ***********************************************************************
 AB6261  DESIGNATION -  HQZ A
 AB6261  PID         -  AB6261
 AB6261  STATE/COUNTY-  TX/DALLAS
 AB6261  USGS QUAD   -  SEAGOVILLE (1973)
 AB6261
 AB6261                         *CURRENT SURVEY CONTROL
 AB6261  ___________________________________________________________________
 AB6261* NAD 83(1993)-  32 44 18.80530(N)    096 31 51.69565(W)     ADJUSTED  
 AB6261* NAVD 88     -       133.5    (meters)     438.     (feet)  GPS OBS   
 AB6261  ___________________________________________________________________
 AB6261  X           -    -610,824.711 (meters)                     COMP
 AB6261  Y           -  -5,335,450.457 (meters)                     COMP
 AB6261  Z           -   3,429,664.097 (meters)                     COMP
 AB6261  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 AB6261  ELLIP HEIGHT-         107.81  (meters)          (03/05/01) GPS OBS
 AB6261  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AB6261
 AB6261  HORZ ORDER  -  THIRD
 AB6261  ELLP ORDER  -  THIRD     CLASS II
 AB6261
 AB6261.This mark is at Phil L Hudson Muni (HQZ) Airport (HQZ)
 AB6261
 AB6261.The horizontal coordinates were established by GPS observations
 AB6261.and adjusted by the National Geodetic Survey in August 1996..
 AB6261
 AB6261.The orthometric height was determined by GPS observations and a
 AB6261.high-resolution geoid model.
 AB6261
 AB6261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6261
 AB6261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6261
 AB6261.The ellipsoidal height was determined by GPS observations
 AB6261.and is referenced to NAD 83.
 AB6261
 AB6261.The geoid height was determined by GEOID03.
 AB6261
 AB6261;                    North         East     Units Scale Factor Converg.
 AB6261;SPC TXNC     - 2,120,591.037   784,516.095   MT  0.99988746   +1 04 25.9
 AB6261;SPC TXNC     - 6,957,305.76  2,573,866.56   sFT  0.99988746   +1 04 25.9
 AB6261;UTM  14      - 3,625,000.686   731,348.980   MT  1.00026001   +1 20 09.0
 AB6261
 AB6261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6261!SPC TXNC     -   0.99998307  x   0.99988746  =   0.99987054
 AB6261!UTM  14      -   0.99998307  x   1.00026001  =   1.00024308
 AB6261
 AB6261                          SUPERSEDED SURVEY CONTROL
 AB6261
 AB6261  ELLIP H (08/27/96)  107.97   (m)                       GP(       ) 3 2
 AB6261
 AB6261.Superseded values are not recommended for survey control.
 AB6261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6261.See file dsdata.txt to determine how the superseded data were derived.
 AB6261
 AB6261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB3134925001(NAD 83)
 AB6261_MARKER: I = METAL ROD
 AB6261_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AB6261+WITH SETTING: INFORMATION.
 AB6261_MARK LOGO: NGS   
 AB6261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6261+STABILITY: SURFACE MOTION
 AB6261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6261+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1994
 AB6261
 AB6261  HISTORY     - Date     Condition        Report By
 AB6261  HISTORY     - UNK      MONUMENTED
 AB6261  HISTORY     - 19940220 GOOD             NGS
 AB6261
 AB6261                          STATION DESCRIPTION
 AB6261
 AB6261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB6261'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST OF MESQUITE, AT THE
 AB6261'PHIL L.  HUDSON MUNICIPAL AIRPORT, IN THE GRASS AREA WEST OF RUNWAY
 AB6261'END 35.  OWNERSHIP--CITY OF MESQUITE.  AIRPORT MANAGER IS HARRY
 AB6261'FILBEY, 1130 HUDSON AIRPORT BOULEVARD NUMBER 100, MESQUITE, TX 75181.
 AB6261'PHONE 214-222-8536.  CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO
 AB6261'OCCUPY THIS STATION.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY
 AB6261'20 AND STATE HIGHWAY 352 IN MESQUITE, GO SOUTHWEST ON HIGHWAY 352 FOR
 AB6261'3.1 KM (1.90 MI) TO PIONEER ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON
 AB6261'PIONEER ROAD FOR 0.2 KM (0.10 MI) TO THE T-JUNCTION OF SCYENE ROAD.
 AB6261'TURN RIGHT, EAST, ON SCYENE ROAD FOR 6.9 KM (4.30 MI) TO HUDSON
 AB6261'AIRPORT BOULEVARD ON THE RIGHT.  TURN RIGHT, SOUTH, ON HUDSON AIRPORT
 AB6261'BOULEVARD FOR 0.6 KM (0.35 MI) TO A CONCRETE DRIVE ON THE LEFT.  TURN
 AB6261'LEFT, EAST FOR 0.08 KM (0.05 MI) TO THE AIRPORT OFFICE BUILDING ON THE
 AB6261'RIGHT AND A GATE.  CONTINUE AHEAD, EAST, PASSING THROUGH THE GATE FOR
 AB6261'ABOUT 0.08 KM (0.05 MI) TO THE TAXI. TURN RIGHT, SOUTH, FOR 0.8 KM
 AB6261'(0.50 MI) TO THE STATION.  THE STATION IS A PUNCH HOLE IN THE CENTER
 AB6261'OF A DISK ON A PHENAL ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO
 AB6261'CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS SET 152.3
 AB6261'FT (46.4 M) SOUTHWEST OF CENTERLINE END RUNWAY 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0538 ***********************************************************************
 BP0538  DESIGNATION -  HRAS 85
 BP0538  PID         -  BP0538
 BP0538  STATE/COUNTY-  TX/JEFF DAVIS
 BP0538  USGS QUAD   -  CASKET MOUNTAIN (1972)
 BP0538
 BP0538                         *CURRENT SURVEY CONTROL
 BP0538  ___________________________________________________________________
 BP0538* NAD 83(1986)-  30 38 12.     (N)    103 56 53.     (W)     SCALED    
 BP0538* NAVD 88     -      1603.129  (meters)    5259.60   (feet)  ADJUSTED  
 BP0538  ___________________________________________________________________
 BP0538  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 BP0538  DYNAMIC HT  -        1600.470 (meters)    5250.88  (feet)  COMP
 BP0538  MODELED GRAV-     978,925.9   (mgal)                       NAVD 88
 BP0538
 BP0538  VERT ORDER  -  FIRST     CLASS I
 BP0538
 BP0538.The horizontal coordinates were scaled from a topographic map and have
 BP0538.an estimated accuracy of +/- 6 seconds.
 BP0538
 BP0538.The orthometric height was determined by differential leveling
 BP0538.and adjusted by the National Geodetic Survey in June 1991..
 BP0538
 BP0538.The geoid height was determined by GEOID03.
 BP0538
 BP0538.The dynamic height is computed by dividing the NAVD 88
 BP0538.geopotential number by the normal gravity value computed on the
 BP0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0538.degrees latitude (g = 980.6199 gals.).
 BP0538
 BP0538.The modeled gravity was interpolated from observed gravity values.
 BP0538
 BP0538;                    North         East    Units  Estimated Accuracy
 BP0538;SPC TX C     - 3,113,160.      353,570.      MT  (+/- 180 meters Scaled)
 BP0538
 BP0538                          SUPERSEDED SURVEY CONTROL
 BP0538
 BP0538.No superseded survey control is available for this station.
 BP0538
 BP0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP008898(NAD 83)
 BP0538_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BP0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0538_SP_SET: CONCRETE POST
 BP0538_MARK LOGO: NONE  
 BP0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0538+STABILITY: SURFACE MOTION
 BP0538
 BP0538  HISTORY     - Date     Condition        Report By
 BP0538  HISTORY     - UNK      MONUMENTED
 BP0538  HISTORY     - 1980     GOOD             NGS
 BP0538  HISTORY     - 1987     GOOD             NGS
 BP0538  HISTORY     - 1988     GOOD             USPSQD
 BP0538  HISTORY     - 19961007 GOOD             USPSQD
 BP0538  HISTORY     - 20030322 GOOD             USPSQD
 BP0538
 BP0538                          STATION DESCRIPTION
 BP0538
 BP0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BP0538'14.2 KM NW FROM FORT DAVIS.
 BP0538'2.1 KM (1.3 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 BP0538'IN FORT DAVIS, THENCE 6.8 KM (4.25 MI) WEST ALONG STATE HIGHWAY 118
 BP0538'TO A GRAVELED ROAD JUST BEFORE THE PRUDE RANCH ENTRANCE, THENCE 4.9 KM
 BP0538'(3.05 MI) NORTHEAST ALONG THE ROAD LEADING TO THE HARVARD UNIVERSITY
 BP0538'RADIO ASTRONOMY STATION, AN UNSTAMPED DISK WITH A CENTER PUNCH HOLE
 BP0538'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BP0538'GROUND, IT LOCATES THE INTERSECTION OF THE RADIO TELESCOPES AXES, IT
 BP0538'IS 6.7 METERS (22.0 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BP0538'CONCRETE BASE OF THE NORTHEAST LED OF THE 85-FOOT DISH RADIO TELE-
 BP0538'SCOPE, 6.7 METERS (22.0 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BP0538'NORTHWEST LEG BASE, 9.7 METERS (31.8 FEET) NORTH OF THE NORTH EDGE OF
 BP0538'THE SOUTH LEG BASE, AND 1.4 METERS (4.6 FEET) SOUTH OF THE SOUTH
 BP0538'EDGE OF THE EQUIPMENT SHED BASE.
 BP0538
 BP0538                          STATION RECOVERY (1987)
 BP0538
 BP0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BP0538'RECOVERED IN GOOD CONDITION.
 BP0538
 BP0538                          STATION RECOVERY (1988)
 BP0538
 BP0538'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0538'RECOVERED IN GOOD CONDITION.
 BP0538
 BP0538                          STATION RECOVERY (1996)
 BP0538
 BP0538'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0538'RECOVERED IN GOOD CONDITION.
 BP0538
 BP0538                          STATION RECOVERY (2003)
 BP0538
 BP0538'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1747 ***********************************************************************
 AB1747  PACS        -  This is a Primary Airport Control Station.
 AB1747  DESIGNATION -  HRL C
 AB1747  PID         -  AB1747
 AB1747  STATE/COUNTY-  TX/CAMERON
 AB1747  USGS QUAD   -  HARLINGEN (1983)
 AB1747
 AB1747                         *CURRENT SURVEY CONTROL
 AB1747  ___________________________________________________________________
 AB1747* NAD 83(1993)-  26 14 26.13664(N)    097 39 33.58447(W)     ADJUSTED  
 AB1747* NAVD 88     -         9.58   (meters)      31.4    (feet)  GPS OBS   
 AB1747  ___________________________________________________________________
 AB1747  X           -    -762,986.935 (meters)                     COMP
 AB1747  Y           -  -5,673,501.182 (meters)                     COMP
 AB1747  Z           -   2,802,989.159 (meters)                     COMP
 AB1747  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AB1747  ELLIP HEIGHT-         -13.17  (meters)          (10/24/00) GPS OBS
 AB1747  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AB1747
 AB1747  HORZ ORDER  -  B
 AB1747  ELLP ORDER  -  FOURTH    CLASS II
 AB1747
 AB1747.This mark is at Rio Grande Valley Intl (HRL) Airport (HRL)
 AB1747
 AB1747.The horizontal coordinates were established by GPS observations
 AB1747.and adjusted by the National Geodetic Survey in February 1996..
 AB1747
 AB1747.The orthometric height was determined by GPS observations and a
 AB1747.high-resolution geoid model.
 AB1747
 AB1747.GPS derived orthometric heights for airport stations designated as
 AB1747.PACS or SACS are published to 2 decimal places.  This maintains
 AB1747.centimeter relative accuracy between the PACS and SACS.  It does
 AB1747.not indicate centimeter accuracy relative to other marks which are
 AB1747.part of the NAVD 88 network.
 AB1747
 AB1747.Photographs are available for this station.
 AB1747
 AB1747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1747
 AB1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1747
 AB1747.The ellipsoidal height was determined by GPS observations
 AB1747.and is referenced to NAD 83.
 AB1747
 AB1747.The geoid height was determined by GEOID03.
 AB1747
 AB1747;                    North         East     Units Scale Factor Converg.
 AB1747;SPC TX S     - 5,063,867.659   383,991.757   MT  0.99998220   +0 22 54.0
 AB1747;SPC TX S     -16,613,705.81  1,259,812.96   sFT  0.99998220   +0 22 54.0
 AB1747;UTM  14      - 2,903,021.245   633,904.236   MT  0.99982138   +0 35 34.3
 AB1747
 AB1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1747!SPC TX S     -   1.00000207  x   0.99998220  =   0.99998427
 AB1747!UTM  14      -   1.00000207  x   0.99982138  =   0.99982345
 AB1747
 AB1747                          SUPERSEDED SURVEY CONTROL
 AB1747
 AB1747  ELLIP H (02/20/96)  -13.04   (m)                       GP(       ) 1 1
 AB1747  NAD 83(1993)-  26 14 26.13357(N)    097 39 33.57267(W) AD(       ) 3
 AB1747  NAD 83(1986)-  26 14 26.14690(N)    097 39 33.52765(W) AD(       ) 3
 AB1747  NGVD 29 (10/15/92)    9.7    (m)           32.     (f) GPS OBS        
 AB1747
 AB1747.Superseded values are not recommended for survey control.
 AB1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1747.See file dsdata.txt to determine how the superseded data were derived.
 AB1747
 AB1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3390403021(NAD 83)
 AB1747_MARKER: DD = SURVEY DISK
 AB1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1747_SP_SET: PREFAB CONC. POST IN CONCRETE
 AB1747_STAMPING: HRL C 1980
 AB1747_MARK LOGO: NOS   
 AB1747_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1747+STABILITY: SURFACE MOTION
 AB1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1747+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2001
 AB1747
 AB1747  HISTORY     - Date     Condition        Report By
 AB1747  HISTORY     - 1980     MONUMENTED       NOS
 AB1747  HISTORY     - 19920410 GOOD             NOS
 AB1747  HISTORY     - 19940615 GOOD             NGS
 AB1747  HISTORY     - 19950401 GOOD             NGS
 AB1747  HISTORY     - 20010108 GOOD             NGS
 AB1747
 AB1747                          STATION DESCRIPTION
 AB1747
 AB1747'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 AB1747'THE STATION IS LOCATED AT THE HARLINGEN INTERNATIONAL
 AB1747'AIRPORT.
 AB1747'STATION IS AT THE NORTH WEST END OF THE AIRPORT NEAR RUNWAY
 AB1747'END 17R, 72.8 FT (22.19 M) NORTH OF THE NORTH EDGE OF A TAXIWAY,84.2
 AB1747'FT (0.06 M) SOUTH OF A FENCE CORNER, 13.6 FT (4.15 M) WEST OF THE WEST
 AB1747'EDGE OF A PAVED ROAD INTO THE APPROACH LIGHT LANE AND 170.5 FT (51.97
 AB1747'M) NORTH WEST OF THE SOUTH END OF A TAXIWAY HOLD BAR. THE MARK IS SET
 AB1747'INTO A CONCRETE POST WHICH IS 0.4 FT (0.12 M) BELOW THE GROUND.
 AB1747
 AB1747                          STATION RECOVERY (1994)
 AB1747
 AB1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AB1747'THIS STATION IS LOCATED AT THE NW END OF THE AIRPORT NEAR RUNWAY END
 AB1747'17R.  IT IS 72.8 FT (22.2 M) N OF THE N EDGE OF A TAXIWAY, 84.2 FT
 AB1747'(25.7 M) S OF A FENCE CORNER, 13.6 FT (4.1 M) W OF THE W EDGE OF A
 AB1747'PAVED ROAD INTO THE APPROACH LIGHT LANE, AND 170.5 FT (52.0 M) NW OF
 AB1747'THE S END OF TAXIWAY HOLD BAR.  THE MARK IS SET IN A CONCRETE POST
 AB1747'WHICH IS 0.4 FT (12.2 CM) BELOW THE GROUND.  THE NOS DISK IS STAMPED
 AB1747'HRL C 1980.  1989 NOTE, 89.9 FT (27.4 M) SSE OF A FENCE CORNER, 54.4
 AB1747'FT (16.6 M) NORTH OF LIGHTED RUNWAY SIGN 17R.
 AB1747
 AB1747                          STATION RECOVERY (1995)
 AB1747
 AB1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB1747'THE STATION IS LOCATED AT THE RIO GRANDE VALLEY INTERNATIONAL AIRPORT
 AB1747'IN THE NORTHEAST PART OF HARLINGEN, AT THE NORTHWEST END OF RUNWAY 17
 AB1747'R, NORTH OF A TAXI/RUNWAY SIGN.  OWNERSHIP--CITY OF HARLINGEN, AIRPORT
 AB1747'TERMINAL BLDG, HARLINGEN TX, 78550.  PHONE, 210 430 8605, 512 430
 AB1747'8600.  TO REACH THE STATION GO 6.2 KM (3.85 MI) EAST ALONG HIGHWAY 499
 AB1747'LOOP FROM ITS NORTH JUNCTION WITH U.S.  HIGHWAY 77 IN HARLINGEN TO
 AB1747'AIRPORT DRIVE, TURN LEFT, NORTH, 0.5 KM (0.30 MI) TO THE AIRPORT
 AB1747'TERMINAL.  NOTE-- CONTACT AIRPORT MANAGER 24 HOURS IN ADVANCE FOR
 AB1747'ESCORT.  THE STATION IS 75.2 M (246.7 FT) WEST OF THE CENTER OF RUNWAY
 AB1747'17 R, 36.1 M (118.4 FT) OF THE CENTER OF A TAXI, 35.2 M (115.5 FT)
 AB1747'SOUTHEAST OF A FENCE CORNER, 13.5 M (44.3 FT) NORTH OF THE NORTHEAST
 AB1747'CORNER OF A CONCRETE BASE FOR A TAXI/RUNWAY SIGN, 5.9 M (19.4 FT) WEST
 AB1747'OF THE CENTER OF A TRACK ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AB1747'TAXI, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  BY
 AB1747'DEB
 AB1747
 AB1747                          STATION RECOVERY (2001)
 AB1747
 AB1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AB1747'RECOVERED AS DESCRIBED.  THE DIRECTOR OF AVIATION IS SHAWN
 AB1747'SCHROEDER.  PHONE 956-430-8605, FAX 956-430-8619.
 AB1747'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1748 ***********************************************************************
 AB1748  SACS        -  This is a Secondary Airport Control Station.
 AB1748  DESIGNATION -  HRL D
 AB1748  PID         -  AB1748
 AB1748  STATE/COUNTY-  TX/CAMERON
 AB1748  USGS QUAD   -  HARLINGEN (1983)
 AB1748
 AB1748                         *CURRENT SURVEY CONTROL
 AB1748  ___________________________________________________________________
 AB1748* NAD 83(1993)-  26 13 09.24795(N)    097 38 51.98327(W)     ADJUSTED  
 AB1748* NAVD 88     -         9.68   (meters)      31.8    (feet)  GPS OBS   
 AB1748  ___________________________________________________________________
 AB1748  X           -    -761,981.844 (meters)                     COMP
 AB1748  Y           -  -5,674,691.634 (meters)                     COMP
 AB1748  Z           -   2,800,866.618 (meters)                     COMP
 AB1748  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AB1748  ELLIP HEIGHT-         -13.00  (meters)          (05/04/01) GPS OBS
 AB1748  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AB1748
 AB1748  HORZ ORDER  -  FIRST
 AB1748  ELLP ORDER  -  THIRD     CLASS I
 AB1748
 AB1748.This mark is at Rio Grande Valley Intl (HRL) Airport (HRL)
 AB1748
 AB1748.The horizontal coordinates were established by GPS observations
 AB1748.and adjusted by the National Geodetic Survey in June 1996..
 AB1748
 AB1748.The orthometric height was determined by GPS observations and a
 AB1748.high-resolution geoid model.
 AB1748
 AB1748.GPS derived orthometric heights for airport stations designated as
 AB1748.PACS or SACS are published to 2 decimal places.  This maintains
 AB1748.centimeter relative accuracy between the PACS and SACS.  It does
 AB1748.not indicate centimeter accuracy relative to other marks which are
 AB1748.part of the NAVD 88 network.
 AB1748
 AB1748.Photographs are available for this station.
 AB1748
 AB1748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB1748
 AB1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1748
 AB1748.The ellipsoidal height was determined by GPS observations
 AB1748.and is referenced to NAD 83.
 AB1748
 AB1748.The geoid height was determined by GEOID03.
 AB1748
 AB1748;                    North         East     Units Scale Factor Converg.
 AB1748;SPC TX S     - 5,061,509.211   385,162.272   MT  0.99998717   +0 23 12.9
 AB1748;SPC TX S     -16,605,968.14  1,263,653.22   sFT  0.99998717   +0 23 12.9
 AB1748;UTM  14      - 2,900,667.501   635,083.234   MT  0.99982530   +0 35 51.1
 AB1748
 AB1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1748!SPC TX S     -   1.00000204  x   0.99998717  =   0.99998921
 AB1748!UTM  14      -   1.00000204  x   0.99982530  =   0.99982734
 AB1748
 AB1748                          SUPERSEDED SURVEY CONTROL
 AB1748
 AB1748  ELLIP H (06/24/96)  -12.88   (m)                       GP(       ) 3 1
 AB1748  NAD 83(1993)-  26 13 09.24609(N)    097 38 51.97146(W) AD(       ) 3
 AB1748  NAD 83(1986)-  26 13 09.25994(N)    097 38 51.92647(W) AD(       ) 3
 AB1748  NGVD 29 (10/15/92)    9.7    (m)           32.     (f) GPS OBS        
 AB1748
 AB1748.Superseded values are not recommended for survey control.
 AB1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1748.See file dsdata.txt to determine how the superseded data were derived.
 AB1748
 AB1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3508300668(NAD 83)
 AB1748_MARKER: DD = SURVEY DISK
 AB1748_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB1748_SP_SET: CONCRETE DRAIN
 AB1748_STAMPING: HRL D 1986
 AB1748_MARK LOGO: NOS   
 AB1748_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1748+STABILITY: SURFACE MOTION
 AB1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1748+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2001
 AB1748
 AB1748  HISTORY     - Date     Condition        Report By
 AB1748  HISTORY     - 1986     MONUMENTED       NOS
 AB1748  HISTORY     - 19920410 GOOD             NOS
 AB1748  HISTORY     - 19940615 GOOD             NGS
 AB1748  HISTORY     - 19950401 GOOD             NGS
 AB1748  HISTORY     - 20010108 GOOD             NGS
 AB1748
 AB1748                          STATION DESCRIPTION
 AB1748
 AB1748'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 AB1748'THE STATION IS LOCATED AT THE HARLINGEN INTERNATIONAL
 AB1748'AIRPORT.
 AB1748'STATION IS NEAR THE INTERSECTION OF RUNWAYS 13-31 AND
 AB1748'17L-35R AND SOUTHEAST OF TAXIWAY F LEADING TO THE EAST RAMP AREA.
 AB1748'THE STATION IS LOCATED 173.40 FT (52.85 M) NORTH EAST OF THE
 AB1748'NORTHEASTERLY MOST THRESHOLD LIGHT FOR RUNWAY END 31, 79.35 FT (24.19
 AB1748'M) SOUTH EAST OF THE SOUTH EAST EDGE OF THE TAXIWAY.
 AB1748'THE STATION IS A
 AB1748'STANDARD NOS DISK STAMPED HRL D 1986 SET IN A DRILLL HOLE IN THE EAST
 AB1748'CORNER OF A 4 FT (1.22 M) BY 6 FT (1.83 M) CONCRETE DRAIN.
 AB1748
 AB1748                          STATION RECOVERY (1994)
 AB1748
 AB1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AB1748'THIS STATION IS LOCATED AT THE RIO GRANDE VALLEY INTL AIRPORT NEAR THE
 AB1748'INTERSECTION OF RUNWAYS 13-31 AND 17L-35R AND SOUTHEAST OF TAXIWAY F
 AB1748'LEADING TO THE EAST RAMP AREA.  THE STATION IS LOCATED 173.40 FT
 AB1748'(52.85 M) NE OF THE NORTHEASTERLY MOST THRESHOLD LIGHT FROM RUNWAY END
 AB1748'31, 79.35 FT (24.19 M) SE OF THE SE EDGE OF THE TAXIWAY.  THE STATION
 AB1748'IS A STANDARD NOS DISK STAMPED HRL D 1986 AND SET IN A DRILL HOLE IN
 AB1748'THE EAST CORNER OF A 4 FT (1.2 M) X 6 FT (1.8 M) CONCRETE DRAIN.
 AB1748
 AB1748                          STATION RECOVERY (1995)
 AB1748
 AB1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB1748'THE STATION IS LOCATED AT THE RIO GRANDE VALLEY INTERNATIONAL AIRPORT
 AB1748'IN THE NORTHEAST PART OF HARLINGEN, NEAR THE INTERSECTION OF RUNWAYS
 AB1748'13-31 AND 17L-35R AND SOUTHEAST OF TAXIWAY F LEADING TO THE EAST RAMP
 AB1748'AREA.  OWNERSHIP--CITY OF HARLINGEN, AIRPORT TERMINAL BLDG HARLINGEN
 AB1748'TX 78550, PHONE 210 430 8605, 512 430 8600.  TO REACH THE STATION GO
 AB1748'6.2 KM (3.85 MI) EAST ALONG HIGHWAY 499 LOOP FROM ITS NORTH JUNCTION
 AB1748'WITH U.S.  HIGHWAY 77 IN HARLINGEN TO AIRPORT DRIVE, TURN LEFT, NORTH,
 AB1748'0.5 KM (0.30 MI) AND THE AIRPORT TERMINAL.  NOTE--CONTACT AIRPORT
 AB1748'MANAGER 24 HOURS IN ADVANCE FOR ESCORT.  THE STATION IS IN TOP OF AND
 AB1748'0.1 M (0.3 FT) WEST OF THE EAST CORNER OF A CONCRETE STORM DRAIN, 75.8
 AB1748'M (248.7 FT) NORTHEAST OF THE CENTER OF RUNWAY 31, IN LINE WITH THE
 AB1748'HOLD BARS, 33.4 M (109.6 FT) SOUTHEAST OF THE CENTER OF THE TAXI, 12.7
 AB1748'SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE BASE OF A TAXI/RUNWAY
 AB1748'SIGN, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TAXI.  BY DEB
 AB1748
 AB1748                          STATION RECOVERY (2001)
 AB1748
 AB1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AB1748'RECOVERED AS DESCRIBED.  DIRECTOR OF AVIATION IS SHAWN
 AB1748'SCHROEDER.  PHONE 956-430-8605, FAX 956-430-8619.  THE STATION IS
 AB1748'ADJACENT TO THE EAST CORNER OF A STEEL DRAIN.
 AB1748' 
 AB1748' 
 AB1748'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6246 ***********************************************************************
 AW6246  DESIGNATION -  HSC RNG T EXT 1955
 AW6246  PID         -  AW6246
 AW6246  STATE/COUNTY-  TX/HARRIS
 AW6246  USGS QUAD   -  HIGHLANDS (1995)
 AW6246
 AW6246                         *CURRENT SURVEY CONTROL
 AW6246  ___________________________________________________________________
 AW6246* NAD 83(1993)-  29 45 56.35684(N)    095 04 10.33306(W)     ADJUSTED  
 AW6246* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6246  ___________________________________________________________________
 AW6246  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AW6246  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW6246
 AW6246  HORZ ORDER  -  THIRD
 AW6246
 AW6246.The horizontal coordinates were established by classical geodetic methods
 AW6246.and adjusted by the National Geodetic Survey in February 1996..
 AW6246
 AW6246.The orthometric height was scaled from a topographic map.
 AW6246
 AW6246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6246
 AW6246.The geoid height was determined by GEOID03.
 AW6246
 AW6246;                    North         East     Units Scale Factor Converg.
 AW6246;SPC TXSC     - 4,220,540.344   980,010.790   MT  0.99989141   +1 55 32.1
 AW6246;SPC TXSC     -13,846,889.45  3,215,252.07   sFT  0.99989141   +1 55 32.1
 AW6246;UTM  15      - 3,294,612.972   299,908.422   MT  1.00009401   -1 01 40.0
 AW6246
 AW6246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6246!SPC TXSC     -   1.00000427  x   0.99989141  =   0.99989568
 AW6246!UTM  15      -   1.00000427  x   1.00009401  =   1.00009828
 AW6246
 AW6246:                Primary Azimuth Mark                     Grid Az
 AW6246:SPC TXSC     -  SAN JACINTO BATTLEFIELD MON              209 43 45.8
 AW6246:UTM  15      -  SAN JACINTO BATTLEFIELD MON              212 40 57.9
 AW6246
 AW6246|---------------------------------------------------------------------|
 AW6246| PID    Reference Object                     Distance      Geod. Az  |
 AW6246|                                                           dddmmss.s |
 AW6246| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX. 2.1 KM 2113917.9 |
 AW6246| AW6304 DEER PARK LUBRIZOIL CO TANK         APPROX. 6.7 KM 2212155.7 |
 AW6246|---------------------------------------------------------------------|
 AW6246
 AW6246                          SUPERSEDED SURVEY CONTROL
 AW6246
 AW6246  NAD 83(1986)-  29 45 56.37239(N)    095 04 10.31426(W) AD(       ) 3
 AW6246  NAD 27      -  29 45 55.55616(N)    095 04 09.56678(W) AD(       ) 3
 AW6246
 AW6246.Superseded values are not recommended for survey control.
 AW6246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6246.See file dsdata.txt to determine how the superseded data were derived.
 AW6246
 AW6246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9990894613(NAD 83)
 AW6246_MARKER: DS = TRIANGULATION STATION DISK
 AW6246_SETTING: 0 = UNSPECIFIED SETTING
 AW6246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6246
 AW6246  HISTORY     - Date     Condition        Report By
 AW6246  HISTORY     - 1955     MONUMENTED       CGS
 AW6246  HISTORY     - 1963     GOOD             CGS
 AW6246
 AW6246                          STATION DESCRIPTION
 AW6246
 AW6246'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6246'LOCATED 0.5 MI. E OF THE LYNCHBURG FERRY CROSSING, ON THE N BANK
 AW6246'OF A SHALLOW BAY N OF THE HOUSTON SHIP CHANNEL.  STATION CAN
 AW6246'BE REACHED BY TRUCK BY FOLLOWING THE MAIN ROAD N AND E FROM
 AW6246'THE FERRY FOR 0.5 MI. TO A DRIVEWAY, TURN RIGHT INTO THE
 AW6246'DRIVEWAY AND FOLLOW THE DRIVE FOR 500 FT. TO THE SHALLOW BAY
 AW6246'AND THE STATION ON THE RIGHT.
 AW6246'
 AW6246'STATION IS 110 FT. N OF THE BANK OF THE BAY, 24 FT. W OF THE
 AW6246'FENCE, AND ON A GRASS-COVERED KNOLL.  A STANDARD DISK, STAMPED
 AW6246'RANGE T EXT 1955 AND SET IN THE TOP OF AN 8-IN. CONCRETE POST
 AW6246'FLUSH WITH THE GROUND.
 AW6246'
 AW6246'THIS IS AN INTERSECTION STATION.
 AW6246
 AW6246                          STATION RECOVERY (1963)
 AW6246
 AW6246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BIW)
 AW6246'ABOUT 0.55 MILE NORTHEAST ALONG THE CROSBY-LYNCHBURG ROAD
 AW6246'FROM THE NORTH FERRY LANDING AT LYNCHBURG, THENCE 0.1 MILE
 AW6246'SOUTH THROUGH A YARD ON PROPERTY BELONGING TO E.F. MORRIS,
 AW6246'ON THE NORTH BANK OF THE HOUSTON SHIP CHANNEL, ABOUT 144
 AW6246'YARDS SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, ABOUT 113 YARDS
 AW6246'SOUTH OF A LONE 36-INCH SYCAMORE TREE, ABOUT 90 YARDS SOUTH OF
 AW6246'A WIRE MESH FENCE, 141 FEET SOUTH OF A SMALL CATTLE SHED, 91
 AW6246'FEET NORTH OF THE HIGH WATER LINE OF THE SHIP CHANNEL, 24 FEET
 AW6246'WEST OF A WIRE MESH FENCE, AND SET IN THE TOP OF A CONCRETE
 AW6246'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1427 ***********************************************************************
 BZ1427  DESIGNATION -  HUBBARD
 BZ1427  PID         -  BZ1427
 BZ1427  STATE/COUNTY-  TX/HILL
 BZ1427  USGS QUAD   -  HUBBARD (1978)
 BZ1427
 BZ1427                         *CURRENT SURVEY CONTROL
 BZ1427  ___________________________________________________________________
 BZ1427* NAD 83(1993)-  31 48 54.09706(N)    096 49 22.47130(W)     ADJUSTED  
 BZ1427* NAVD 88     -       206.5    (meters)     677.     (feet)  VERTCON   
 BZ1427  ___________________________________________________________________
 BZ1427  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 BZ1427  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 BZ1427
 BZ1427  HORZ ORDER  -  FIRST
 BZ1427
 BZ1427.The horizontal coordinates were established by classical geodetic methods
 BZ1427.and adjusted by the National Geodetic Survey in February 1996..
 BZ1427
 BZ1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1427
 BZ1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1427
 BZ1427.The geoid height was determined by GEOID03.
 BZ1427
 BZ1427;                    North         East     Units Scale Factor Converg.
 BZ1427;SPC TXNC     - 2,017,720.283   758,800.616   MT  1.00010335   +0 54 52.8
 BZ1427;SPC TXNC     - 6,619,803.96  2,489,498.35   sFT  1.00010335   +0 54 52.8
 BZ1427;SPC TX C     - 3,243,410.106 1,032,314.239   MT  0.99998237   +1 48 29.1
 BZ1427;SPC TX C     -10,641,087.99  3,386,850.97   sFT  0.99998237   +1 48 29.1
 BZ1427;UTM  14      - 3,521,997.696   706,071.867   MT  1.00012376   +1 08 53.2
 BZ1427
 BZ1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1427!SPC TXNC     -   0.99997166  x   1.00010335  =   1.00007500
 BZ1427!SPC TX C     -   0.99997166  x   0.99998237  =   0.99995403
 BZ1427!UTM  14      -   0.99997166  x   1.00012376  =   1.00009541
 BZ1427
 BZ1427:                Primary Azimuth Mark                     Grid Az
 BZ1427:SPC TXNC     -  HUBBARD MUNICIPAL STANDPIPE              033 57 20.4
 BZ1427:SPC TX C     -  HUBBARD MUNICIPAL STANDPIPE              033 03 44.1
 BZ1427:UTM  14      -  HUBBARD MUNICIPAL STANDPIPE              033 43 20.0
 BZ1427
 BZ1427|---------------------------------------------------------------------|
 BZ1427| PID    Reference Object                     Distance      Geod. Az  |
 BZ1427|                                                           dddmmss.s |
 BZ1427| BZ1429 HUBBARD MUNICIPAL STANDPIPE         APPROX. 4.5 KM 0345213.2 |
 BZ1427| BZ1428 HUBBARD TALL SQUARE DOME            APPROX. 4.9 KM 0391420.0 |
 BZ1427| CV7756 HUBBARD AZ MK                                      0522634.2 |
 BZ1427| CV7758 HUBBARD RM 2                         29.295 METERS 07308     |
 BZ1427| BZ1417 TEHUACANA WESTMINSTER COLLEGE       APPROX.27.4 KM 1063610.0 |
 BZ1427| CV7757 HUBBARD RM 1                         29.825 METERS 19628     |
 BZ1427| BZ1431 MOUNT CALM METH CH STEEPLE          APPROX. 8.4 KM 2212207.0 |
 BZ1427| BZ1241 ABBOTT METHODIST CH STEEPLE         APPROX.24.8 KM 2882242.0 |
 BZ1427| BZ1430 PENELOPE RED BRICK BLDG DOME        APPROX.11.4 KM 2965134.6 |
 BZ1427|---------------------------------------------------------------------|
 BZ1427
 BZ1427                          SUPERSEDED SURVEY CONTROL
 BZ1427
 BZ1427  NAD 83(1986)-  31 48 54.10560(N)    096 49 22.45235(W) AD(       ) 1
 BZ1427  NAD 27      -  31 48 53.52500(N)    096 49 21.47400(W) AD(       ) 1
 BZ1427  NGVD 29 (07/19/86)  206.4    (m)          677.     (f) VERT ANG       
 BZ1427
 BZ1427.Superseded values are not recommended for survey control.
 BZ1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1427.See file dsdata.txt to determine how the superseded data were derived.
 BZ1427
 BZ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA0607221998(NAD 83)
 BZ1427_MARKER: DS = TRIANGULATION STATION DISK
 BZ1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1427
 BZ1427  HISTORY     - Date     Condition        Report By
 BZ1427  HISTORY     - 1919     MONUMENTED       CGS
 BZ1427  HISTORY     - 1935     GOOD             CGS
 BZ1427  HISTORY     - 1937     GOOD             TXHD
 BZ1427  HISTORY     - 1948     GOOD             CGS
 BZ1427  HISTORY     - 1948     GOOD             CGS
 BZ1427  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1427  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 BZ1427
 BZ1427                          STATION DESCRIPTION
 BZ1427
 BZ1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ1427'STATION IS ABOUT 3 MILES SSW FROM HUBBARD, 80 METERS (262 FEET)
 BZ1427'NW OF THE HUBBARD-MOUNT CALM ROAD, 25 METERS (82 FEET) NW OF
 BZ1427'THE ST. LOUIS SOUTHWESTERN RAILWAY TRACKS, AND 13 METERS
 BZ1427'(43 FEET) W OF THE RIGHT-OF-WAY FENCE, ON OR IN EDGE OF
 BZ1427'PASTURE OWNED BY K.L. KENT.  STATION IS ABOUT 250 METERS
 BZ1427'(820 FEET) SW OF HOUSE OF C.L. MC WILLIAMS AND ABOUT 75
 BZ1427'METERS (246 FEET) S OF A DIVISION FENCE.
 BZ1427'
 BZ1427'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BZ1427'DISKS SET IN CONCRETE.
 BZ1427'
 BZ1427'REFERENCE MARK IS 29.825 METERS (97.85 FEET) FROM STATION,
 BZ1427'S 16 DEG 25 MIN W.  HUBBARD STANDPIPE IS DISTANT
 BZ1427'2-3/4 MILES N 34 DEG 52 MIN E.  ELEVATION OF
 BZ1427'STATION, 206.4 METERS (677 FEET).
 BZ1427
 BZ1427                          STATION RECOVERY (1935)
 BZ1427
 BZ1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1427'RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.  IT IS CLEARLY
 BZ1427'VISIBLE FROM STATE HIGHWAY 31 ON WHAT IS EASILY RECOGNIZABLE
 BZ1427'AS THE HIGHEST POINT BETWEEN HUBBARD AND MOUNT CALM.  THE
 BZ1427'STATION IS ABOUT TWO TELEGRAPH POLES N OF MILEPOST 651.0 OF
 BZ1427'THE ST. LOUIS SOUTHWESTERN RAILROAD WHICH PASSES NEAR THE
 BZ1427'STATION.
 BZ1427'
 BZ1427'REFERENCE MARK IS ON THE W RIGHT-OF-WAY FENCE LINE ABOUT
 BZ1427'1-1/2 TELEGRAPH POLES N OF MILEPOST 651.0, NEITHER THE STATION
 BZ1427'MARK NOR THE REFERENCE MARK IS IN ANY DANGER OF EVER BEING
 BZ1427'COVERED OVER.  THE LAND ON WHICH THESE MARKS ARE LOCATED
 BZ1427'IS OWNED BY L.H. PATTEE.  PATTEE LIVES IN A NEW HOUSE BUILT
 BZ1427'ON THE EXACT LOCATION OF THE HOUSE FORMERLY STANDING AND
 BZ1427'OCCUPIED BY C.L. MC WILLIAMS.  THE OLD TIES APPLY TO THIS
 BZ1427'HOUSE AS WELL AS TO THE FORMER HOUSE.  PATTEES HOUSE IS A
 BZ1427'LOW SPANISH TYPE YELLOWISH HOUSE ON THE E SIDE OF STATE
 BZ1427'HIGHWAY 31.  THIS PROPERTY IS KNOWN AS THE PATTEE DAIRY, AND
 BZ1427'IS EASILY RECOGNIZABLE BY THE LARGE WHITE BARNS S OF THE
 BZ1427'HOUSE.
 BZ1427'
 BZ1427'TO REACH PATTEE DAIRY FROM HUBBARD GO TOWARD WACO ON STATE
 BZ1427'HIGHWAY 31 A DISTANCE OF 2.6 MILES FROM THE JUNCTION OF STATE
 BZ1427'HIGHWAYS 171 AND 31 IN HUBBARD.
 BZ1427
 BZ1427                          STATION RECOVERY (1937)
 BZ1427
 BZ1427'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1427'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.  NO
 BZ1427'ATTEMPT MADE TO RECOVER REFERENCE MARKS.
 BZ1427
 BZ1427                          STATION RECOVERY (1948)
 BZ1427
 BZ1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1427'THE STATION WAS RECOVERED AS DESCRIBED BY G.L.G. IN 1919 AND
 BZ1427'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE TO R.M.
 BZ1427'NO. 1 WAS CHECKED AND FOUND TO BE CORRECT.  2 NEW MARKS WERE
 BZ1427'ESTABLISHED, R.M. NO. 2 AND AN AZIMUTH MARK.  A COMPLETE
 BZ1427'NEW DESCRIPTION FOLLOWS.
 BZ1427'
 BZ1427'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF HUBBARD,
 BZ1427'IN A BRUSHY PASTURE, ON THE HIGHEST POINT IN THE VICINITY.
 BZ1427'IT IS 0.05 MILE NORTHWEST OF THE OLD STATE HIGHWAY 31, 0.05
 BZ1427'MILE SOUTHWEST OF A GATE IN A T-FENCE, 93 FEET NORTHWEST
 BZ1427'OF THE NORTHWEST RAIL OF THE RAILROAD TRACK, AND 47 FEET
 BZ1427'NORTHWEST OF A FENCE LINE.  THE DISK IS STAMPED HUBBARD 1919
 BZ1427'AND PROJECTS 4 INCHES.
 BZ1427'
 BZ1427'REFERENCE MARK NO. 1 IS 97.85 FEET SOUTH OF THE STATION,
 BZ1427'47 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, AND
 BZ1427'IS SET IN THE FENCE LINE.  THE DISK IS STAMPED HUBBARD 1919
 BZ1427'AND PROJECTS 4 INCHES.
 BZ1427'
 BZ1427'REFERENCE MARK NO. 2 IS 96.11 FEET EAST OF THE STATION, 47
 BZ1427'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, AND IS
 BZ1427'SET IN THE FENCE LINE.  THE DISK IS STAMPED HUBBARD NO 2 1948
 BZ1427'AND PROJECTS 4 INCHES.
 BZ1427'
 BZ1427'THE AZIMUTH MARK IS ABOUT 0.2 MILE EAST OF THE STATION, 28.6
 BZ1427'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, 2.8 FEET
 BZ1427'NORTH OF A WITNESS POST, AND 1.9 FEET SOUTHWEST OF A TELEPHONE
 BZ1427'POLE.  THE DISK IS STAMPED HUBBARD 1948 AND PROJECTS 6 INCHES.
 BZ1427'
 BZ1427'TO REACH THE STATION FROM THE DEPOT IN HUBBARD, GO SOUTH
 BZ1427'ON STATE HIGHWAY 171 FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN
 BZ1427'RIGHT AND FOLLOW THE OLD HIGHWAY FOR 2.65 MILES TO THE AZIMUTH
 BZ1427'MARK ON THE RIGHT.  CONTINUE FOR 0.05 MILE TO A SIDE ROAD RIGHT.
 BZ1427'TURN RIGHT, CROSS THE RAILROAD TRACKS, PASS THRU A GATE AND
 BZ1427'TURN LEFT AND GO 0.1 MILE TO THE STATION AS DESCRIBED.
 BZ1427'
 BZ1427'A 74 FOOT SIGNAL AT WILIE 1919 IS VISIBLE FROM THE GROUND.
 BZ1427'
 BZ1427'A 74 FOOT SIGNAL AT WEST 1919 IS VISIBLE AT 37 FEET.
 BZ1427'
 BZ1427'A 74 FOOT SIGNAL AT ABBOTT IS VISIBLE AT 20 FEET.
 BZ1427'
 BZ1427'A 74 FOOT SIGNAL AT PENELOPE IS VISIBLE AT 20 FEET.
 BZ1427'
 BZ1427'A 100 FOOT SIGNAL AT MALONE IS VISIBLE FROM THE GROUND.
 BZ1427'
 BZ1427'AN 87 FOOT SIGNAL AT BARD IS VISIBLE FROM THE GROUND.
 BZ1427'
 BZ1427'A 100 FOOT SIGNAL AT DAWSON IS VISIBLE AT 20 FEET.
 BZ1427
 BZ1427                          STATION RECOVERY (1948)
 BZ1427
 BZ1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1427'THE STATION WAS FOUND AS DESCRIBED EARLIER IN 1948
 BZ1427'AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BZ1427'THE DECEMBER OBSERVATIONS ARE AS SHOWN.
 BZ1427
 BZ1427                          STATION RECOVERY (1995)
 BZ1427
 BZ1427'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1427'MARK NOT FOUND.
 BZ1427
 BZ1427                          STATION RECOVERY (2003)
 BZ1427
 BZ1427'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1045 ***********************************************************************
 CT1045  DESIGNATION -  HUBBARD
 CT1045  PID         -  CT1045
 CT1045  STATE/COUNTY-  TX/STEPHENS
 CT1045  USGS QUAD   -  EDWARDS BRANCH (1981)
 CT1045
 CT1045                         *CURRENT SURVEY CONTROL
 CT1045  ___________________________________________________________________
 CT1045* NAD 83(1993)-  32 45 10.25635(N)    099 05 20.50329(W)     ADJUSTED  
 CT1045* NAVD 88     -       389.0    (meters)    1276.     (feet)  VERTCON   
 CT1045  ___________________________________________________________________
 CT1045  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CT1045  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CT1045
 CT1045  HORZ ORDER  -  THIRD
 CT1045  VERT ORDER  -  THIRD ? (See Below)
 CT1045
 CT1045.The horizontal coordinates were established by classical geodetic methods
 CT1045.and adjusted by the National Geodetic Survey in February 1996..
 CT1045
 CT1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1045.The vertical order pertains to the NGVD 29 superseded value.
 CT1045
 CT1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1045
 CT1045.The geoid height was determined by GEOID03.
 CT1045
 CT1045;                    North         East     Units Scale Factor Converg.
 CT1045;SPC TXNC     - 2,120,601.368   544,806.989   MT  0.99988614   -0 19 16.5
 CT1045;SPC TXNC     - 6,957,339.65  1,787,420.93   sFT  0.99988614   -0 19 16.5
 CT1045;UTM  14      - 3,623,891.807   491,660.199   MT  0.99960086   -0 02 53.4
 CT1045
 CT1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1045!SPC TXNC     -   0.99994351  x   0.99988614  =   0.99982966
 CT1045!UTM  14      -   0.99994351  x   0.99960086  =   0.99954440
 CT1045
 CT1045:                Primary Azimuth Mark                     Grid Az
 CT1045:SPC TXNC     -  FLAT TOP ET                              357 09 17.5
 CT1045:UTM  14      -  FLAT TOP ET                              356 52 54.4
 CT1045
 CT1045|---------------------------------------------------------------------|
 CT1045| PID    Reference Object                     Distance      Geod. Az  |
 CT1045|                                                           dddmmss.s |
 CT1045| CT1046 FLAT TOP ET                         APPROX.11.2 KM 3565001.0 |
 CT1045|---------------------------------------------------------------------|
 CT1045
 CT1045                          SUPERSEDED SURVEY CONTROL
 CT1045
 CT1045  NAD 83(1993)-  32 45 10.26152(N)    099 05 20.49588(W) AD(       ) 3
 CT1045  NAD 83(1986)-  32 45 10.26137(N)    099 05 20.49555(W) AD(       ) 3
 CT1045  NAD 27      -  32 45 09.83241(N)    099 05 19.23697(W) AD(       ) 3
 CT1045  NGVD 29 (07/19/86)  388.9    (m)         1276.     (f) LEVELING    3  
 CT1045
 CT1045.Superseded values are not recommended for survey control.
 CT1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1045.See file dsdata.txt to determine how the superseded data were derived.
 CT1045
 CT1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB9166023892(NAD 83)
 CT1045_MARKER: DD = SURVEY DISK
 CT1045_SETTING: 66 = SET IN ROCK OUTCROP
 CT1045_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CT1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT1045+STABILITY: POSITION/ELEVATION WELL
 CT1045
 CT1045  HISTORY     - Date     Condition        Report By
 CT1045  HISTORY     - 1955     MONUMENTED       USGS
 CT1045
 CT1045                          STATION DESCRIPTION
 CT1045
 CT1045'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CT1045'STATION IS LOCATED ABOUT 11 MI. W. OF BRECKENRIDGE AND 0.7 MI. S. OF
 CT1045'U.S. HIGHWAY 180.  STATION IS ON THE N. END OF A LONG, NARROW RIDGE.
 CT1045'
 CT1045'TO REACH FROM BRECKENRIDGE AT THE JUNCTION OF U.S. HIGHWAYS 180 AND
 CT1045'183, GO W. ON U.S. HIGHWAY 180 11.4 MI. TO JUNCTION WITH TWO DIRT RDS.
 CT1045'TO S., PROCEED ALONG LEFT RD. 0.5 MI. SOUTHERLY TO T-RD. E., TAKE LEFT
 CT1045'RD. EASTERLY 0.3 MI. TO END OF TRUCK TRAVEL, PROCEED ON FOOT WESTERLY
 CT1045'TO N. END OF HIGHEST BENCH OF TWO AND STATION.  ON PROPERTY OWNED BY
 CT1045'MR. JACK ELLIS.
 CT1045'
 CT1045'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN CENTER OF 30
 CT1045'X 30 IN. SANDSTONE OUTCROP, 0.3 FT. ABOVE GROUND, STAMPED ---HUBBARD
 CT1045'1955---.
 CT1045'
 CT1045'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER SET IN CEMENT IN DRILL
 CT1045'HOLE IN 30 X 33 IN. SANDSTONE BOULDER IN PLACE AND PROJECTING 0.1 FT.
 CT1045'ABOVE GROUND, 30.21 FT. FROM STATION MARK, N 58 DEG 48 MIN E.
 CT1045'
 CT1045'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER CEMENTED IN DRILL HOLE
 CT1045'IN 2 X 5 FT. SANDSTONE OUTCROP AND PROJECTING 0.3 FT. ABOVE GROUND,
 CT1045'22.65 FT. FROM STATION MARK, N 43 DEG 32 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1429 ***********************************************************************
 BZ1429  DESIGNATION -  HUBBARD MUNICIPAL STANDPIPE
 BZ1429  PID         -  BZ1429
 BZ1429  STATE/COUNTY-  TX/HILL
 BZ1429  USGS QUAD   -  HUBBARD (1978)
 BZ1429
 BZ1429                         *CURRENT SURVEY CONTROL
 BZ1429  ___________________________________________________________________
 BZ1429* NAD 83(1993)-  31 50 54.54338(N)    096 47 44.13340(W)     ADJUSTED  
 BZ1429* NAVD 88     -                                                        
 BZ1429  ___________________________________________________________________
 BZ1429  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 BZ1429  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 BZ1429
 BZ1429  HORZ ORDER  -  THIRD
 BZ1429
 BZ1429.The horizontal coordinates were established by classical geodetic methods
 BZ1429.and adjusted by the National Geodetic Survey in February 1996..
 BZ1429
 BZ1429
 BZ1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1429
 BZ1429.The geoid height was determined by GEOID03.
 BZ1429
 BZ1429;                    North         East     Units Scale Factor Converg.
 BZ1429;SPC TXNC     - 2,021,471.659   761,326.706   MT  1.00009106   +0 55 46.5
 BZ1429;SPC TXNC     - 6,632,111.60  2,497,786.03   sFT  1.00009106   +0 55 46.5
 BZ1429;SPC TX C     - 3,247,199.976 1,034,781.285   MT  0.99999082   +1 49 19.7
 BZ1429;SPC TX C     -10,653,521.92  3,394,944.93   sFT  0.99999082   +1 49 19.7
 BZ1429;UTM  14      - 3,525,759.471   708,582.715   MT  1.00013660   +1 09 49.1
 BZ1429
 BZ1429                          SUPERSEDED SURVEY CONTROL
 BZ1429
 BZ1429  NAD 83(1986)-  31 50 54.55176(N)    096 47 44.11475(W) AD(       ) 4
 BZ1429  NAD 27      -  31 50 53.97500(N)    096 47 43.13300(W) AD(       ) 3
 BZ1429
 BZ1429.Superseded values are not recommended for survey control.
 BZ1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1429.See file dsdata.txt to determine how the superseded data were derived.
 BZ1429
 BZ1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA0858325759(NAD 83)
 BZ1429_MARKER: 52 = STANDPIPE TANK
 BZ1429
 BZ1429  HISTORY     - Date     Condition        Report By
 BZ1429  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1429  HISTORY     - 1935     GOOD             CGS
 BZ1429  HISTORY     - 1948     GOOD             CGS
 BZ1429  HISTORY     - 19950715 GOOD             USPSQD
 BZ1429  HISTORY     - 20020824 GOOD             USPSQD
 BZ1429  HISTORY     - 20031004 GOOD             USPSQD
 BZ1429
 BZ1429                          STATION DESCRIPTION
 BZ1429
 BZ1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1429'THIS STANDPIPE IS STILL STANDING UNCHANGED SINCE 1919.
 BZ1429
 BZ1429                          STATION RECOVERY (1948)
 BZ1429
 BZ1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1429'THE STATION IS LOCATED IN THE CENTRAL PART OF THE TOWN OF
 BZ1429'HUBBARD ABOUT 200 YARDS EAST OF THE INTERSECTION OF STATE HIGHWAYS
 BZ1429'31 AND 171.
 BZ1429'
 BZ1429'THE STANDPIPE IS OF STEEL CONSTRUCTION, 20 FEET IN DIAMETER,
 BZ1429'100 FEET HIGH AND PAINTED SILVER.
 BZ1429'
 BZ1429'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE STANDPIPE.
 BZ1429
 BZ1429                          STATION RECOVERY (1995)
 BZ1429
 BZ1429'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1429'RECOVERED IN GOOD CONDITION.
 BZ1429
 BZ1429                          STATION RECOVERY (2002)
 BZ1429
 BZ1429'RECOVERY NOTE BY US POWER SQUADRON 2002 (HRM)
 BZ1429'RECOVERED IN GOOD CONDITION.
 BZ1429
 BZ1429                          STATION RECOVERY (2003)
 BZ1429
 BZ1429'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1428 ***********************************************************************
 BZ1428  DESIGNATION -  HUBBARD TALL SQUARE DOME
 BZ1428  PID         -  BZ1428
 BZ1428  STATE/COUNTY-  TX/HILL
 BZ1428  USGS QUAD   -  HUBBARD (1978)
 BZ1428
 BZ1428                         *CURRENT SURVEY CONTROL
 BZ1428  ___________________________________________________________________
 BZ1428* NAD 83(1993)-  31 50 56.36169(N)    096 47 25.47271(W)     ADJUSTED  
 BZ1428* NAVD 88     -                                                        
 BZ1428  ___________________________________________________________________
 BZ1428  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 BZ1428  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BZ1428
 BZ1428  HORZ ORDER  -  THIRD
 BZ1428
 BZ1428.The horizontal coordinates were established by classical geodetic methods
 BZ1428.and adjusted by the National Geodetic Survey in February 1996..
 BZ1428
 BZ1428
 BZ1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1428
 BZ1428.The geoid height was determined by GEOID03.
 BZ1428
 BZ1428;                    North         East     Units Scale Factor Converg.
 BZ1428;SPC TXNC     - 2,021,535.635   761,816.386   MT  1.00009088   +0 55 56.6
 BZ1428;SPC TXNC     - 6,632,321.50  2,499,392.59   sFT  1.00009088   +0 55 56.6
 BZ1428;SPC TX C     - 3,247,271.564 1,035,269.860   MT  0.99999095   +1 49 29.3
 BZ1428;SPC TX C     -10,653,756.79  3,396,547.87   sFT  0.99999095   +1 49 29.3
 BZ1428;UTM  14      - 3,525,825.449   709,072.152   MT  1.00013912   +1 09 59.0
 BZ1428
 BZ1428                          SUPERSEDED SURVEY CONTROL
 BZ1428
 BZ1428  NAD 83(1986)-  31 50 56.37009(N)    096 47 25.45415(W) AD(       ) 4
 BZ1428  NAD 27      -  31 50 55.79100(N)    096 47 24.48000(W) AD(       ) 3
 BZ1428
 BZ1428.Superseded values are not recommended for survey control.
 BZ1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1428.See file dsdata.txt to determine how the superseded data were derived.
 BZ1428
 BZ1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA0907225825(NAD 83)
 BZ1428_MARKER: 87 = DOME
 BZ1428
 BZ1428  HISTORY     - Date     Condition        Report By
 BZ1428  HISTORY     - 1919     FIRST OBSERVED   CGS
 BZ1428  HISTORY     - 1935     GOOD             CGS
 BZ1428  HISTORY     - 19950715 GOOD             USPSQD
 BZ1428  HISTORY     - 20020824 POOR             USPSQD
 BZ1428  HISTORY     - 20031014 GOOD             USPSQD
 BZ1428
 BZ1428                          STATION DESCRIPTION
 BZ1428
 BZ1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ1428'THIS TALL SQUARE DOME IS THE DOME OF THE METHODIST CHURCH
 BZ1428'OF HUBBARD.  IT IS STILL STANDING UNCHANGED SINCE 1919.
 BZ1428
 BZ1428                          STATION RECOVERY (1995)
 BZ1428
 BZ1428'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1428'RECOVERED IN GOOD CONDITION.
 BZ1428
 BZ1428                          STATION RECOVERY (2002)
 BZ1428
 BZ1428'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ1428'THE FOUNDATION FOR THE CHURCH IS ALL THAT REMAINS AT THIS LOCATION.
 BZ1428'RTK 8-24-02
 BZ1428
 BZ1428                          STATION RECOVERY (2003)
 BZ1428
 BZ1428'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ1428'AT THE METHODIST CHURCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1664 ***********************************************************************
 FL1664  DESIGNATION -  HUBER
 FL1664  PID         -  FL1664
 FL1664  STATE/COUNTY-  TX/HUTCHINSON
 FL1664  USGS QUAD   -  BORGER (1978)
 FL1664
 FL1664                         *CURRENT SURVEY CONTROL
 FL1664  ___________________________________________________________________
 FL1664* NAD 83(1993)-  35 38 07.11906(N)    101 24 14.42775(W)     ADJUSTED  
 FL1664* NAVD 88     -       970.     (meters)    3182.     (feet)  SCALED    
 FL1664  ___________________________________________________________________
 FL1664  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 FL1664  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 FL1664
 FL1664  HORZ ORDER  -  SECOND
 FL1664
 FL1664.The horizontal coordinates were established by classical geodetic methods
 FL1664.and adjusted by the National Geodetic Survey in February 1996..
 FL1664
 FL1664.The orthometric height was scaled from a topographic map.
 FL1664
 FL1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1664
 FL1664.The geoid height was determined by GEOID03.
 FL1664
 FL1664;                    North         East     Units Scale Factor Converg.
 FL1664;SPC TX N     - 1,181,420.938   208,693.978   MT  0.99991805   +0 03 20.3
 FL1664;SPC TX N     - 3,876,045.19    684,690.16   sFT  0.99991805   +0 03 20.3
 FL1664;UTM  14      - 3,946,161.922   282,318.653   MT  1.00018396   -1 24 04.3
 FL1664
 FL1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1664!SPC TX N     -   0.99985192  x   0.99991805  =   0.99976998
 FL1664!UTM  14      -   0.99985192  x   1.00018396  =   1.00003585
 FL1664
 FL1664:                Primary Azimuth Mark                     Grid Az
 FL1664:SPC TX N     -  BORGER JM HUBER CORP WATER TK            001 09 25.3
 FL1664:UTM  14      -  BORGER JM HUBER CORP WATER TK            002 36 49.9
 FL1664
 FL1664|---------------------------------------------------------------------|
 FL1664| PID    Reference Object                     Distance      Geod. Az  |
 FL1664|                                                           dddmmss.s |
 FL1664| FL1663 BORGER JM HUBER CORP WATER TK       APPROX. 1.4 KM 0011245.6 |
 FL1664| CJ7519 HUBER RM 1                           18.038 METERS 01221     |
 FL1664| FL1661 BORGER MUNICIPAL TANK               APPROX. 4.3 KM 0192745.0 |
 FL1664| FL1659 BORGER DOWELL INC RADIO MAST        APPROX. 3.3 KM 0281711.4 |
 FL1664| CJ7520 HUBER RM 2                           21.521 METERS 09926     |
 FL1664| CJ7518 HUBER AZ MK 2                                      1782100.8 |
 FL1664| CJ7517 HUBER AZ MK                                        1820617.6 |
 FL1664| FL1665 BORGER JM HUBER CORP RADIO MST      APPROX. 5.4 KM 2745348.5 |
 FL1664|---------------------------------------------------------------------|
 FL1664
 FL1664                          SUPERSEDED SURVEY CONTROL
 FL1664
 FL1664  NAD 83(1993)-  35 38 07.12060(N)    101 24 14.42577(W) AD(       ) 2
 FL1664  NAD 83(1986)-  35 38 07.12635(N)    101 24 14.41739(W) AD(       ) 2
 FL1664  NAD 27      -  35 38 06.97000(N)    101 24 12.82500(W) AD(       ) 2
 FL1664
 FL1664.Superseded values are not recommended for survey control.
 FL1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1664.See file dsdata.txt to determine how the superseded data were derived.
 FL1664
 FL1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8231946162(NAD 83)
 FL1664_MARKER: DS = TRIANGULATION STATION DISK
 FL1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1664
 FL1664  HISTORY     - Date     Condition        Report By
 FL1664  HISTORY     - 1951     MONUMENTED       CGS
 FL1664  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 FL1664  HISTORY     - 1969     GOOD             CGS
 FL1664
 FL1664                          STATION DESCRIPTION
 FL1664
 FL1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1664'THE STATION IS LOCATED ON THE WEST SIDE OF A NORTH-SOUTH GRADED
 FL1664'DIRT ROAD, AT THE NORTH EDGE OF A GRADED RUNWAY, ABOUT 0.1 MILE
 FL1664'SOUTH OF A SMALL HANGAR, ABOUT 2 MILES AIRLINE SOUTH-SOUTHWEST OF
 FL1664'THE CENTER OF BORGER, ABOUT 12 MILES AIRLINE EAST OF FRITCH, AND
 FL1664'ABOUT 0.3 MILE WEST OF STATE HIGHWAY 117.
 FL1664'
 FL1664'TO REACH THE STATION FROM THE POST OFFICE IN BORGER, GO EAST
 FL1664'ON DEAHL AVENUE FOR 1 BLOCK TO A STOP LIGHT.  TURN RIGHT ONTO
 FL1664'STATE HIGHWAY 117 (BUSINESS ROUTE) AND GO SOUTH 3.8 MILES TO A
 FL1664'CROSS ROAD.  TURN RIGHT ONTO A GRADED DIRT ROAD AND GO 0.2 MILE
 FL1664'TO A CROSS ROAD AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT,
 FL1664'NORTH, AND GO 1.3 MILES TO A WHITE WITNESS POST AND THE STATION
 FL1664'ON THE LEFT.
 FL1664'
 FL1664'THE STATION MARK IS A STANDARD DISK STAMPED HUBER 1951 SET IN
 FL1664'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 FL1664'ABOVE THE GROUND.  IT IS 49 FEET WEST OF THE CENTERLINE OF
 FL1664'A GRADED DIRT NORTH-SOUTH ROAD AND 8.2 FEET SOUTHWEST OF A WHITE
 FL1664'WITNESS POST.
 FL1664'
 FL1664'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HUBER NO 1
 FL1664'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FL1664'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 44 FEET WEST OF THE
 FL1664'CENTERLINE OF THE ROAD, 6 INCHES LOWER THAN THE STATION, AND
 FL1664'55 FEET NORTH OF THE WHITE WITNESS POST.
 FL1664'
 FL1664'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED HUBER NO
 FL1664'2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FL1664'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 21 FEET
 FL1664'EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF A FENCE
 FL1664'LINE, AND 2 FEET HIGHER THAN THE STATION.
 FL1664'
 FL1664'THE AZIMUTH MARK IS LOCATED AT A CROSS ROAD SOUTH OF THE
 FL1664'STATION AND IS A STANDARD DISK STAMPED HUBER 1951 SET IN THE TOP
 FL1664'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 FL1664'THE GROUND.  IT IS 38 FEET SOUTHWEST OF THE INTERSECTION OF THE
 FL1664'CENTERLINES OF A GRADED DIRT NORTH-SOUTH ROAD AND A GRADED DIRT
 FL1664'EAST-WEST ROAD.
 FL1664
 FL1664                          STATION RECOVERY (1969)
 FL1664
 FL1664'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (JWM)
 FL1664'HUBER 1951 KNOCKED OUT BY MOTOR GRADER.  CONCRETE MONUMENT AND DISK
 FL1664'LAYING ON OTHER SIDE OF ROAD.
 FL1664
 FL1664                          STATION RECOVERY (1969)
 FL1664
 FL1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 FL1664'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 FL1664'IN GOOD CONDITION.  AZIMUTH MARK WAS FOUND TO BE DESTROYED.  A NEW
 FL1664'AZIMUTH MARK WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--
 FL1664'
 FL1664'STATION IS ABOUT 2 MILES SOUTH OF DOWNTOWN BORGER, ON A KNOLL IN
 FL1664'PASTURE GROUND, AT THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH ROAD.
 FL1664'
 FL1664'TO REACH STATION FROM THE POST OFFICE IN BORGER, GO SOUTH ON DEAHL
 FL1664'AVE. FOR 0.2 MILE, TURN RIGHT, WEST, ON THIRD STREET, GO 0.25 MILE
 FL1664'TO STATE HIGHWAY 207.  TURN LEFT, SOUTH, AND FOLLOW STATE HIGHWAY
 FL1664'207 FOR 1.25 MILES TO HUBER AVENUE.  TURN RIGHT, GO WEST AND SOUTH
 FL1664'ON HUBER AVENUE GOT 0.75 MILE TO AS CROSSROAD.  KEEP STRAIGHT
 FL1664'AHEAD, SOUTH, GO 0.45 MILE TO STATION ON THE RIGHT.  CONTINUE
 FL1664'SOUTH 0.45 MILE TO AZIMUTH MARK ON THE LEFT.
 FL1664'
 FL1664'STATION MARK, A STANDARD DISK, STAMPED HUBER 1951, IS SET IN AN
 FL1664'8 INCH BY 8 INCH CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 FL1664'GROUND.  IT IS 41 FEET WEST OF CENTER LINE OF ROAD, 54 FEET SOUTH
 FL1664'OF THE SOUTH POWER LINE OVER ROAD, 45 FEET NORTH OF A HIGH
 FL1664'PRESSURE GAS LINE, 7 FEET WEST OF A METAL WITNESS POST AND A FENCE
 FL1664'LINE.
 FL1664'
 FL1664'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED HUBER NO 1 1951, IS
 FL1664'SET IN AN 8 INCH BY 8 INCH CONCRETE POST FLUSH WITH THE SURFACE OF
 FL1664'GROUND.  IT IS 37 FEET WEST OF THE CENTER LINE OF ROAD, 4 FEET
 FL1664'NORTH OF THE SOUTH POWER LINE, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 FL1664'FENCE.
 FL1664'
 FL1664'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED HUBER NO 2 1951, IS
 FL1664'SET IN AN 8 INCH BY 8 INCH CONCRETE POST WHICH PROJECTS 6 INCHES
 FL1664'ABOVE SURFACE OF THE GROUND.  IT IS 29 FEET EAST OF CENTER LINE OF
 FL1664'ROAD, 39 FEET NORTH OF THE HIGH PRESSURE GAS LINE, AND 1 FOOT WEST
 FL1664'OF RIGHT-OF-WAY FENCE.
 FL1664'
 FL1664'AZIMUTH MARK, A STANDARD DISK, STAMPED HUBER 1951 1969, IS SET IN A
 FL1664'10 INCH BY 10 INCH CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 FL1664'GROUND.  IT IS 80 FEET EAST OF CENTER LINE OF ROAD, 82 FEET NORTH
 FL1664'OF A HIGH PRESSURE GAS LINE, 95 FEET SOUTHEAST OF A POWER LINE
 FL1664'POLE, 6 INCHES WEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 FL1664'NORTHWEST OF A METAL WITNESS POST.
 FL1664'
 FL1664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 FL1664'BORGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2857 ***********************************************************************
 CS2857  DESIGNATION -  HUDNALL CDE 1947
 CS2857  PID         -  CS2857
 CS2857  STATE/COUNTY-  TX/DALLAS
 CS2857  USGS QUAD   -  DALLAS (1981)
 CS2857
 CS2857                         *CURRENT SURVEY CONTROL
 CS2857  ___________________________________________________________________
 CS2857* NAD 83(1993)-  32 49 00.57755(N)    096 49 56.12621(W)     ADJUSTED  
 CS2857* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 CS2857  ___________________________________________________________________
 CS2857  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 CS2857  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CS2857
 CS2857  HORZ ORDER  -  FIRST
 CS2857
 CS2857.The horizontal coordinates were established by classical geodetic methods
 CS2857.and adjusted by the National Geodetic Survey in February 1996..
 CS2857
 CS2857.The orthometric height was scaled from a topographic map.
 CS2857
 CS2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2857
 CS2857.The geoid height was determined by GEOID03.
 CS2857
 CS2857;                    North         East     Units Scale Factor Converg.
 CS2857;SPC TXNC     - 2,128,780.515   756,152.023   MT  0.99988097   +0 54 34.5
 CS2857;SPC TXNC     - 6,984,174.07  2,480,808.76   sFT  0.99988097   +0 54 34.5
 CS2857;UTM  14      - 3,633,061.859   702,939.025   MT  1.00010784   +1 10 30.8
 CS2857
 CS2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2857!SPC TXNC     -   0.99998188  x   0.99988097  =   0.99986285
 CS2857!UTM  14      -   0.99998188  x   1.00010784  =   1.00008972
 CS2857
 CS2857:                Primary Azimuth Mark                     Grid Az
 CS2857:SPC TXNC     -  MAGNOLIA CDE 1947                        141 41 24.8
 CS2857:UTM  14      -  MAGNOLIA CDE 1947                        141 25 28.5
 CS2857
 CS2857|---------------------------------------------------------------------|
 CS2857| PID    Reference Object                     Distance      Geod. Az  |
 CS2857|                                                           dddmmss.s |
 CS2857| CS2840 MAGNOLIA CDE 1947                   APPROX. 5.1 KM 1423559.3 |
 CS2857|---------------------------------------------------------------------|
 CS2857
 CS2857                          SUPERSEDED SURVEY CONTROL
 CS2857
 CS2857  NAD 83(1993)-  32 49 00.57999(N)    096 49 56.11220(W) AD(       ) 1
 CS2857  NAD 83(1986)-  32 49 00.58392(N)    096 49 56.10904(W) AD(       ) 1
 CS2857  NAD 27      -  32 49 00.12500(N)    096 49 55.10800(W) AD(       ) 1
 CS2857
 CS2857.Superseded values are not recommended for survey control.
 CS2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2857.See file dsdata.txt to determine how the superseded data were derived.
 CS2857
 CS2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0293933062(NAD 83)
 CS2857_MARKER: DD = SURVEY DISK
 CS2857_SETTING: 0 = UNSPECIFIED SETTING
 CS2857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2857
 CS2857  HISTORY     - Date     Condition        Report By
 CS2857  HISTORY     - 1947     MONUMENTED       TX1730
 CS2857  HISTORY     - 1949     GOOD             CGS
 CS2857  HISTORY     - 1955     GOOD             CGS
 CS2857  HISTORY     - 1963     GOOD             LOCSUR
 CS2857  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS2857
 CS2857                          STATION DESCRIPTION
 CS2857
 CS2857'DESCRIBED BY CITY OF DALLAS TEXAS 1947 (FRG)
 CS2857'THE STATION IS A MARK OF THE CITY OF DALLAS TRIANGULATION
 CS2857'NET AND LOCATED ON THE ROOF OF THE W.J. LAWTHER MILLS ELEVATOR
 CS2857'ON MAPLE AVE. IN THE NORTHWEST PART OF DALLAS APPROXIMATELY
 CS2857'3 MILES FROM THE CENTER OF THE CITY.  IT IS 9.54 FEET WEST
 CS2857'OF THE EAST EDGE OF THE ROOF ON A PERPENDICULAR LINE TO
 CS2857'THE CENTER OF THE SCUTTLE, 7.125 FEET EAST OF THE EAST RIM
 CS2857'OF THE SCUTTLE AND APPROXIMATELY 1.0 FOOT SOUTH OF THE MIDDLE
 CS2857'DISTANCE FROM THE NORTH EDGE TO SOUTH EDGE OF ROOF.
 CS2857'
 CS2857'THERE ARE NO REFERENCE MARKS AT THIS STATION.
 CS2857'
 CS2857'TO REACH FROM THE CIRCLE IN THE NORTHWEST PART OF DALLAS,
 CS2857'GO SOUTH ON U.S. HIGHWAY NO. 77 FOR 4.1 MILES TO BUTLER STREET,
 CS2857'HERE TURN LEFT, GOING 0.5 MILE TO MAPLE AVE..  THE ELEVATOR
 CS2857'IS VISIBLE TO THE RIGHT 1.0 MILE.
 CS2857'
 CS2857'*CITY OF DALLAS ENGINEERS.
 CS2857'
 CS2857'STATION MAGNOLIA USED AS THE AZIMUTH MARK.
 CS2857
 CS2857                          STATION RECOVERY (1949)
 CS2857
 CS2857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 CS2857'RECOVERED AS DESCRIBED.
 CS2857
 CS2857                          STATION RECOVERY (1955)
 CS2857
 CS2857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CS2857'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CS2857
 CS2857                          STATION RECOVERY (1963)
 CS2857
 CS2857'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 CS2857'RECOVERED BY HOWARD, NEEDLES, TAMMEN, BERGENDOFF
 CS2857'
 CS2857'STATION WAS DESTROYED DUE RE-ROOFING OF THE GRAINERY PLUS
 CS2857'ENLARGEMENT OF THE ELEVATOR SYSTEM.
 CS2857
 CS2857                          STATION RECOVERY (2000)
 CS2857
 CS2857'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0836 ***********************************************************************
 CV0836  DESIGNATION -  HUDSON
 CV0836  PID         -  CV0836
 CV0836  STATE/COUNTY-  TX/GAINES
 CV0836  USGS QUAD   -  HIGGINBOTHAM (1971)
 CV0836
 CV0836                         *CURRENT SURVEY CONTROL
 CV0836  ___________________________________________________________________
 CV0836* NAD 83(1993)-  32 55 28.95400(N)    102 55 39.18512(W)     ADJUSTED  
 CV0836* NAVD 88     -      1113.5    (meters)    3653.     (feet)  VERTCON   
 CV0836  ___________________________________________________________________
 CV0836  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CV0836  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 CV0836
 CV0836  HORZ ORDER  -  FIRST
 CV0836
 CV0836.The horizontal coordinates were established by classical geodetic methods
 CV0836.and adjusted by the National Geodetic Survey in February 1996..
 CV0836
 CV0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0836
 CV0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0836
 CV0836.The geoid height was determined by GEOID03.
 CV0836
 CV0836;                    North         East     Units Scale Factor Converg.
 CV0836;SPC TXNC     - 2,148,228.219   186,054.323   MT  0.99987506   -2 24 53.1
 CV0836;SPC TXNC     - 7,047,978.75    610,413.22   sFT  0.99987506   -2 24 53.1
 CV0836;SPC NM E     -   214,281.121   296,479.794   MT  1.00012218   +0 45 51.1
 CV0836;SPC NM E     -   703,020.64    972,700.79   sFT  1.00012218   +0 45 51.1
 CV0836;UTM  13      - 3,644,845.678   693,781.200   MT  1.00006303   +1 07 36.5
 CV0836
 CV0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0836!SPC TXNC     -   0.99982863  x   0.99987506  =   0.99970371
 CV0836!SPC NM E     -   0.99982863  x   1.00012218  =   0.99995079
 CV0836!UTM  13      -   0.99982863  x   1.00006303  =   0.99989165
 CV0836
 CV0836|---------------------------------------------------------------------|
 CV0836| PID    Reference Object                     Distance      Geod. Az  |
 CV0836|                                                           dddmmss.s |
 CV0836| CH9608 HUDSON RM 1                          24.567 METERS 20203     |
 CV0836| CH9610 HUDSON RM 3 AZIMUTH                                2031239.1 |
 CV0836| CH9607 HUDSON AZ MK                                       2062202.8 |
 CV0836| CH9609 HUDSON RM 2                          34.009 METERS 28135     |
 CV0836|---------------------------------------------------------------------|
 CV0836
 CV0836                          SUPERSEDED SURVEY CONTROL
 CV0836
 CV0836  NAD 83(1993)-  32 55 28.95534(N)    102 55 39.18455(W) AD(       ) 1
 CV0836  NAD 83(1986)-  32 55 28.95936(N)    102 55 39.18211(W) AD(       ) 1
 CV0836  NAD 27      -  32 55 28.57700(N)    102 55 37.42400(W) AD(       ) 1
 CV0836  NGVD 29 (07/19/86) 1113.1    (m)         3652.     (f) VERT ANG       
 CV0836
 CV0836.Superseded values are not recommended for survey control.
 CV0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0836.See file dsdata.txt to determine how the superseded data were derived.
 CV0836
 CV0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS9378144846(NAD 83)
 CV0836_MARKER: DS = TRIANGULATION STATION DISK
 CV0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0836
 CV0836  HISTORY     - Date     Condition        Report By
 CV0836  HISTORY     - 1935     MONUMENTED       CGS
 CV0836  HISTORY     - 1938     GOOD             CGS
 CV0836  HISTORY     - 1968     MARK NOT FOUND   CGS
 CV0836  HISTORY     - 1969     GOOD             CGS
 CV0836  HISTORY     - 1973     GOOD             NGS
 CV0836
 CV0836                          STATION DESCRIPTION
 CV0836
 CV0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CV0836'ABOUT 22 MILES AIR LINE NORTHEAST OF SEMINOLE, TEX., IN SECTION 65,
 CV0836'BLOCK AX, IN A GROUP OF SAND RISES 100 YARDS EAST OF TREES AND A
 CV0836'WINDMILL, AND 1.5 MILES NORTH OF THE RESIDENCE OF B.B. CURRY,
 CV0836'WHO IS MANAGER OF THE J. RANCH.  TO REACH THE STATION FROM
 CV0836'SEMINOLE, PROCEED AS DIRECTED IN THE DESCRIPTION OF STATION
 CV0836'TEXPAC TO THE BOARD GATE LEADING TO MR. CURRYS RESIDENCE, GO TO A
 CV0836'BOARD GATE 0.2 MILE EAST OF THE GATE TO MR. CURRYS PLACE, PASS
 CV0836'THROUGH GATE AND GO NORTHERLY TOWARD A GROUP OF TREES AND A
 CV0836'WINDMILL.  A GATE IN AN EAST-WEST FENCE WILL BE FOUND AFTER
 CV0836'GOING NORTH 1.0 MILE, PASS THROUGH GATE AND FOLLOW SAND TRAIL
 CV0836'NORTHEASTERLY 0.8 MILE TO THE TREES, WINDMILL, AND
 CV0836'STATION.  THE SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH
 CV0836'MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CV0836'REFERENCE MARK NO. 1 IS 80.75 FEET (SLOPE
 CV0836'DISTANCE) FROM STATION AND NO. 2
 CV0836'IS 111.68 FEET (SLOPE DISTANCE) FROM STATION.
 CV0836'THE AZIMUTH MARK IS 0.1 MILE NORTHWEST OF A GATE
 CV0836'IN AN EAST-WEST FENCE, 10 FEET SOUTH OF A FENCE CORNER, 2
 CV0836'FEET EAST OF A NORTH-SOUTH FENCE AND 0.8 MILE FROM STATION.
 CV0836
 CV0836                          STATION RECOVERY (1968)
 CV0836
 CV0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0836'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THE
 CV0836'MARKS ARE STILL IN PLACE AND ARE COVERED OVER WITH SAND.  THE AREA
 CV0836'IS VERY SANDY AND A 4-WHEEL DRIVE VEHICLE IS RECOMMENDED FOR THE
 CV0836'LAST 0.8 MILE TO REACH THE SAND DUNES.  AZIMUTH MARK MAYBE
 CV0836'DESTROYED AS THE ROAD HAS BEEN WIDENED IN THE AREA OF THE MARK.
 CV0836'
 CV0836'TO REACH STATION FROM STATE HIGHWAY 83 AND FARM ROAD 2055 IN
 CV0836'DENVER CITY, GO SOUTH ON FARM ROAD 2055 FOR 3.3 MILES, THENCE
 CV0836'WEST ON FARM ROAD 2055 FOR 5.5 MILES TO WHERE THE HIGHWAY TURNS
 CV0836'SOUTH AND END OF TRUCK TRAVEL.  PACK NORTHERLY ALONG A DIM TRACK
 CV0836'ROAD TO SAND DUNES.
 CV0836'
 CV0836'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 CV0836'SOUTHWEST OF DENVER CITY.  IN SECTION 65, BLOCK AX.
 CV0836
 CV0836                          STATION RECOVERY (1969)
 CV0836
 CV0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CV0836'THE STATION SITE WAS VISITED AND FOUND AS DESCRIBED BY MR. M.A.
 CV0836'RANDALL IN 1968.
 CV0836'
 CV0836'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 CV0836'SOUTHWEST OF DENVER CITY.  IN SECTION 65, BLOCK AX.
 CV0836
 CV0836                          STATION RECOVERY (1973)
 CV0836
 CV0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CV0836'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CV0836'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED, IT
 CV0836'APPARENTLY HAS BEEN DESTROYED BY GRADING OPERATIONS.  A NEW
 CV0836'(AZIMUTH MARK) REFERENCE MARK NO. 3 HAS BEEN SET.
 CV0836'
 CV0836'A NEW DESCRIPTION FOLLOWS--
 CV0836'
 CV0836'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF DENVER CITY,
 CV0836'1.8 MILES NORTH OF THE JUNCTION OF FARM ROADS 2055 AND 1757, 1.5
 CV0836'MILES NORTH OF THE HIGGINBOTHAM CATTLE CO. RANCH HEADQUARTERS,
 CV0836'0.8 MILE NORTH OF FARM ROAD 2055, AND 0.3 MILE EAST OF A TWINN
 CV0836'POLE POWER TRANSMISSION LINE, ABOUT 100 YARDS SOUTH AND EAST OF
 CV0836'AN OLD TRAIL, IN ROUGH LOW SAND RISES, AND 426 FEET NORTHEAST OF
 CV0836'AN OLD WELL PIPE AT AN ABANDONED CAMP SITE.  IT IS ON PROPERTY
 CV0836'OF THE HIGGINBOTHAM CATTLE COMPANY, UNDER MANAGEMENT OF MR. BURL
 CV0836'BARRON WHO LIVES AT THE RANCH HEADQUARTERS.
 CV0836'
 CV0836'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 83 AND
 CV0836'FARM ROAD 2055 AT THE SOUTH END OF MAIN STREET IN DENVER CITY, GO
 CV0836'SOUTH ON FARM ROAD 2055 FOR 3.5 MILES TO WHERE THE ROAD MAKES A
 CV0836'LONG CURVE TO THE WEST, GO WEST 4.5 MILES* TO A CATTLE GUARD AND
 CV0836'OIL FIELD ROAD ON THE RIGHT, TURN RIGHT ACROSS CATTLE GUARD AND
 CV0836'FOLLOW THE FIELD ROAD NORTH 0.6 MILE TO A LARGE WATER STORAGE
 CV0836'TANK AND PUMP, CONTINUE NORTHERLY ON MAIN TRACK ROAD 0.9 MILE
 CV0836'TO A PUMP WITHIN A FENCED ENCLOSURE, CONTINUE NORTH 0.05 MILE
 CV0836'ON A SAND TRAIL TO A TRACK CROSSROAD, TURN LEFT AND FOLLOW
 CV0836'THE TRACK ROAD WESTERLY (ITS POSSIBLE TO GET STUCK) FOR 0.85
 CV0836'MILE TO THE OLD WELL PIPE ON THE RIGHT AND THE STATION AS
 CV0836'DESCRIBED ON THE LEFT.
 CV0836'
 CV0836'*TO REACH THE (AZIMUTH MARK) REFERENCE MARK NO. 3, CONTINUE WEST
 CV0836'ON FARM ROAD 2055 FOR 1.5 MILES TO WHERE THE PAVED ROAD CURVES
 CV0836'LEFT TO THE SOUTH, GO STRAIGHT AHEAD WEST ON A GRADED ROAD 0.15
 CV0836'MILE TO A GRADED ROAD LEADING SOUTH AND THE REFERENCE MARK ON THE
 CV0836'RIGHT AS DESCRIBED.
 CV0836'
 CV0836'THE STATION MARK IS A STANDARD DISK STAMPED HUDSON 1935, SET IN
 CV0836'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS 426
 CV0836'FEET NORTHEAST OF AN OLD 4-INCH WELL PIPE WHICH PROJECTS 3-FEET,
 CV0836'AND 4.5 FEET WEST OF A METAL WITNESS POST.
 CV0836'
 CV0836'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HUDSON NO 1 1935,
 CV0836'SET IN A SQUARE CONCRETE MONUMENT 4-INCHES BELOW THE GROUND
 CV0836'SURFACE.  IT IS 370 FEET NORTHEAST OF THE WELL PIPE, AND 3.2
 CV0836'FEET NORTH OF A METAL WITNESS POST AND ON LINE TO THE STATION
 CV0836'MARK.  IT IS ABOUT 3 FEET LOWER THAN THE STATION MARK.
 CV0836'
 CV0836'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HUDSON NO 2
 CV0836'1935, SET IN A SQUARE CONCRETE MONUMENT 6-INCHES BELOW THE
 CV0836'GROUND SURFACE.  IT IS 345 FEET NORTHEAST OF THE WELL PIPE, 116
 CV0836'FEET WEST OF THE STATION WITNESS POST ON LINE THRU THE STATION
 CV0836'MARK, 15 FEET EAST OF WHERE THE SAND HILL NARROWS, AND ABOUT 6-FEET
 CV0836'HIGHER THEN REFERENCE MARK NO. 1 AND 3-FEET HIGHER THEN THE
 CV0836'STATION MARK.
 CV0836'
 CV0836'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 CV0836'HUDSON 1935 NO 3 1973, SET IN A ROUND CONCRETE MONUMENT WHICH
 CV0836'PROJECTS 12-INCHES.  IT IS 118 FEET EAST OF A POWER POLE WITH A
 CV0836'TRANSFORMER, 80 FEET NORTHEAST OF THE T ROAD INTERSECTION, 68
 CV0836'FEET EAST OF THE SOUTHWEST CORNER OF THE PASTURE, 60 FEET NORTH
 CV0836'OF THE CENTER OF THE EAST-WEST ROAD, 21 FEET SOUTH OF THE EAST
 CV0836'1 OF TWIN POWER POLES, 0.5 FOOT SOUTH OF A FENCE, AND 2.0 FEET
 CV0836'EAST OF A METAL WITNESS POST.  THERE IS A FARM HOUSE ABOUT 100
 CV0836'YARDS NORTHWEST OF THE MARK.
 CV0836'
 CV0836'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 CV0836'WSW OF DENVER CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1119 ***********************************************************************
 CR1119  DESIGNATION -  HUDSON GAS AND OIL CO RAD MAST
 CR1119  PID         -  CR1119
 CR1119  STATE/COUNTY-  TX/PANOLA
 CR1119  USGS QUAD   -  CARTHAGE (1983)
 CR1119
 CR1119                         *CURRENT SURVEY CONTROL
 CR1119  ___________________________________________________________________
 CR1119* NAD 83(1993)-  32 11 21.55400(N)    094 15 46.12826(W)     ADJUSTED  
 CR1119* NAVD 88     -                                                        
 CR1119  ___________________________________________________________________
 CR1119  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CR1119  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CR1119
 CR1119  HORZ ORDER  -  THIRD
 CR1119
 CR1119.The horizontal coordinates were established by classical geodetic methods
 CR1119.and adjusted by the National Geodetic Survey in February 1996..
 CR1119
 CR1119
 CR1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1119
 CR1119.The geoid height was determined by GEOID03.
 CR1119
 CR1119;                    North         East     Units Scale Factor Converg.
 CR1119;SPC TXNC     - 2,066,015.238   999,445.855   MT  0.99998496   +2 18 39.4
 CR1119;SPC TXNC     - 6,778,251.66  3,279,015.28   sFT  0.99998496   +2 18 39.4
 CR1119;UTM  15      - 3,562,119.659   380,962.068   MT  0.99977474   -0 40 22.1
 CR1119
 CR1119                          SUPERSEDED SURVEY CONTROL
 CR1119
 CR1119  NAD 83(1986)-  32 11 21.56273(N)    094 15 46.11929(W) AD(       ) 4
 CR1119  NAD 27      -  32 11 20.98500(N)    094 15 45.41400(W) AD(       ) 3
 CR1119
 CR1119.Superseded values are not recommended for survey control.
 CR1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1119.See file dsdata.txt to determine how the superseded data were derived.
 CR1119
 CR1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR8096262120(NAD 83)
 CR1119_MARKER: 42 = RADIO/TV MAST
 CR1119
 CR1119  HISTORY     - Date     Condition        Report By
 CR1119  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1119  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 CR1119
 CR1119                          STATION DESCRIPTION
 CR1119
 CR1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1119'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF CARTHAGE.
 CR1119'THE MAST IS MOUNTED ON A CONCRETE PIER, COLORED RED AND WHITE
 CR1119'AND IS ABOUT 100 FEET IN OVER-ALL HEIGHT.  THE TOP AND CENTER
 CR1119'WAS THE POINT INTERSECTED.
 CR1119'
 CR1119'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 59
 CR1119'AND U.S. HIGHWAY NO. 79 IN SOUTHEAST EDGE OF CARTHAGE, GO
 CR1119'NORTHEAST ON U.S. HIGHWAY NO. 79 FOR 4.8 MILES TO STATION ON THE
 CR1119'RIGHT AS DESCRIBED.
 CR1119
 CR1119                          STATION RECOVERY (1998)
 CR1119
 CR1119'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1139 ***********************************************************************
 CU1139  DESIGNATION -  HUFF
 CU1139  PID         -  CU1139
 CU1139  STATE/COUNTY-  TX/BORDEN
 CU1139  USGS QUAD   -  INDIAN CANYON NW (1970)
 CU1139
 CU1139                         *CURRENT SURVEY CONTROL
 CU1139  ___________________________________________________________________
 CU1139* NAD 83(1993)-  32 55 10.47241(N)    101 40 38.93552(W)     ADJUSTED  
 CU1139* NAVD 88     -       906.1    (meters)    2973.     (feet)  VERTCON   
 CU1139  ___________________________________________________________________
 CU1139  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 CU1139  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CU1139
 CU1139  HORZ ORDER  -  FIRST
 CU1139
 CU1139.The horizontal coordinates were established by classical geodetic methods
 CU1139.and adjusted by the National Geodetic Survey in February 1996..
 CU1139
 CU1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1139
 CU1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1139
 CU1139.The geoid height was determined by GEOID03.
 CU1139
 CU1139;                    North         East     Units Scale Factor Converg.
 CU1139;SPC TXNC     - 2,143,428.577   302,867.355   MT  0.99987526   -1 43 58.7
 CU1139;SPC TXNC     - 7,032,231.92    993,657.31   sFT  0.99987526   -1 43 58.7
 CU1139;UTM  14      - 3,645,551.983   249,616.518   MT  1.00037307   -1 27 21.1
 CU1139
 CU1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1139!SPC TXNC     -   0.99986163  x   0.99987526  =   0.99973691
 CU1139!UTM  14      -   0.99986163  x   1.00037307  =   1.00023465
 CU1139
 CU1139:                Primary Azimuth Mark                     Grid Az
 CU1139:SPC TXNC     -  HUFF AZ MK 2                             074 31 40.5
 CU1139:UTM  14      -  HUFF AZ MK 2                             074 15 02.9
 CU1139
 CU1139|---------------------------------------------------------------------|
 CU1139| PID    Reference Object                     Distance      Geod. Az  |
 CU1139|                                                           dddmmss.s |
 CU1139| CH9612 HUFF AZ MK 2                                       0724741.8 |
 CU1139| CH9611 HUFF AZ MK                                         25600     |
 CU1139| CH9613 HUFF RM 1 AZIMUTH                                  25700     |
 CU1139| CH9616 HUFF RM 4                            23.765 METERS 28103     |
 CU1139| CU1168 ODONNELL GENERAL TEL MICROWAVE      APPROX.14.4 KM 2901410.7 |
 CU1139| CU1166 O DONNELL MUNICIPAL TANK            APPROX.15.3 KM 2910451.6 |
 CU1139| CH9614 HUFF RM 2                            29.877 METERS 33428     |
 CU1139| DP0643 TAHOKA MUNICIPAL TANK               APPROX.30.0 KM 3383817.0 |
 CU1139| CH9615 HUFF RM 3                            10.819 METERS 34252     |
 CU1139|---------------------------------------------------------------------|
 CU1139
 CU1139                          SUPERSEDED SURVEY CONTROL
 CU1139
 CU1139  NAD 83(1986)-  32 55 10.47992(N)    101 40 38.92706(W) AD(       ) 1
 CU1139  NAD 27      -  32 55 10.11400(N)    101 40 37.40600(W) AD(       ) 1
 CU1139  NGVD 29 (07/19/86)  905.7    (m)         2971.     (f) VERT ANG       
 CU1139
 CU1139.Superseded values are not recommended for survey control.
 CU1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1139.See file dsdata.txt to determine how the superseded data were derived.
 CU1139
 CU1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB4961745552(NAD 83)
 CU1139_MARKER: DS = TRIANGULATION STATION DISK
 CU1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1139
 CU1139  HISTORY     - Date     Condition        Report By
 CU1139  HISTORY     - 1932     MONUMENTED       CGS
 CU1139  HISTORY     - 1937     GOOD             TXHD
 CU1139  HISTORY     - 1954     GOOD             CGS
 CU1139  HISTORY     - 1968     GOOD             USGS
 CU1139  HISTORY     - 1968     GOOD             USGS
 CU1139  HISTORY     - 1968     GOOD             CGS
 CU1139  HISTORY     - 1986     GOOD             AMOCO
 CU1139
 CU1139                          STATION DESCRIPTION
 CU1139
 CU1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CU1139'ABOUT 9 MILES E AND 3 MILES S OF ODONNELL, ON LAND OWNED
 CU1139'BY MR. W.J. HUFF OF TRENTON, AND LEASED BY MR. D.W. KINKAID.
 CU1139'STATION IS 1 FOOT E OF FENCE LINE, 53 FEET S OF FENCE LINE, 77
 CU1139'FEET S OF CENTER OF ROAD, 105 FEET N OF FENCE LINE, AND
 CU1139'150 FEET NW OF FARMHOUSE.
 CU1139'
 CU1139'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CU1139'DISKS SET IN CONCRETE.
 CU1139'
 CU1139'SURFACE MARK PROJECTS 4 INCHES ABOVE GROUND.
 CU1139'
 CU1139'REFERENCE MARK NO. 1 PROJECTS 4 INCHES ABOVE GROUND, IS IN
 CU1139'FENCE CORNER, 18 FEET SE OF ROAD INTERSECTION, AND 0.25 MILE FROM
 CU1139'STATION.
 CU1139'
 CU1139'REFERENCE MARK NO. 2 PROJECTS 4 INCHES ABOVE GROUND, IS 21
 CU1139'FEET N OF CENTER OF ROAD, IN FENCE LINE, AND 98.02 FEET FROM
 CU1139'STATION.
 CU1139'
 CU1139'BEARING OF ODONNELL, MUNICIPAL WATER TANK, FINIAL, IS
 CU1139'N 68 DEG 55 MIN W.
 CU1139'
 CU1139'TO REACH STATION FROM ODONNELL, GO E OUT OF TOWN ON ROAD
 CU1139'ALONG N SIDE OF THE FORD GARAGE, CONTINUING E 0.5 MILE TO A
 CU1139'T-INTERSECTION.  JOG S AND CONTINUE E 6 MILES.  TURN S AND GO
 CU1139'1 MILE.  THEN W 0.25 MILE.  S 0.5 MILE, AROUND A CURVE AND SSE
 CU1139'2 MILES TO INTERSECTION.  THEN ENE 2.25 MILES TO WHITE HOUSE
 CU1139'ON S SIDE OF ROAD AND STATION SITE.
 CU1139
 CU1139                          STATION RECOVERY (1937)
 CU1139
 CU1139'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CU1139'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CU1139
 CU1139                          STATION RECOVERY (1954)
 CU1139
 CU1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CU1139'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE AZIMUTH
 CU1139'MARK AND REFERENCE MARK, SET IN 1932, WERE REMOVED TO CLEAR
 CU1139'NEW HIGHWAY CONSTRUCTION AREAS, AND AN AZIMUTH MARK AND
 CU1139'REFERENCE MARKS 3 AND 4 WERE SET IN 1954.  A NEW DESCRIPTION
 CU1139'FOLLOWS--
 CU1139'
 CU1139'STATION IS LOCATED ABOUT 9 MI. E AND 3 MI. S OF ODONNELL,
 CU1139'ON LAND OWNED BY MR. W.J. HUFF OF TRENTON.  THE STATION IS
 CU1139'A STANDARD DISK, STAMPED HUFF 1932 AND SET IN A CONCRETE
 CU1139'MONUMENT PROJECTING ABOUT 4 IN. ABOVE THE GROUND.
 CU1139'IT IS ABOUT 34 FT. S OF THE S RIGHT-OF-WAY FENCE OF HIGHWAY
 CU1139'1210, IN RANGE WITH THE W FACE OF A FARMYARD, AND ABOUT 150
 CU1139'FT. NW OF A WHITE FARMHOUSE.  IT IS 77 FT. S OF THE CENTERLINE
 CU1139'OF THE HIGHWAY, AND IN A CULTIVATED AREA.
 CU1139'
 CU1139'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HUFF 1932 NO 3
 CU1139'1954 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 IN.
 CU1139'IT IS 18 IN. N OF THE S RIGHT-OF-WAY FENCE,
 CU1139'AND N OF THE STATION.
 CU1139'
 CU1139'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED HUFF 1932 NO 4
 CU1139'1954 AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT 2 IN.
 CU1139'IT IS NW OF THE STATION, AND 1 FT. N OF THE N
 CU1139'RIGHT-OF-WAY FENCE.
 CU1139'
 CU1139'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HUFF 1932 1954
 CU1139'AND SET IN A CONCRETE MONUMENT PROJECTING ABOUT 4 IN.
 CU1139'IT IS 0.25 MI. W OF THE STATION, 4 FT. S OF THE FENCE CORNER
 CU1139'AND THE S RIGHT-OF-WAY FENCE OF THE HIGHWAY, AND 1 FT. W OF
 CU1139'THE E RIGHT-OF-WAY FENCE OF A T-ROAD LEADING S.
 CU1139'
 CU1139'TO REACH THE STATION FROM ODONNELL, GO SW ON HIGHWAY 87 FOR
 CU1139'7 MI.  THEN TURN LEFT AND GO E ON HARD SURFACED HIGHWAY 1210
 CU1139'FOR 11.8 MI. TO A COTTON GIN ON THE LEFT (N).  THEN CONTINUE
 CU1139'E ON THE HIGHWAY FOR 0.8 MI. TO THE TOP OF THE LOW DIVIDE, AND
 CU1139'THE STATION ON THE RIGHT AS DESCRIBED.
 CU1139
 CU1139                          STATION RECOVERY (1968)
 CU1139
 CU1139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 CU1139'THE STATION IS LOCATED SOUTH 71 DEG EAST ABOUT 9.6 MILES
 CU1139'AIRLINE FROM ODONNELL TEXAS, IN A CULTIVATED AREA ON THE
 CU1139'SOUTH SIDE OF FARM-TO-MARKET ROAD 1210.
 CU1139'
 CU1139'TO REACH FROM THE JUNCTION OF LOOP 76 AND FARM-TO-MARKET
 CU1139'ROAD 2370 IN ODONNELL, GO 5.3 MILES SOUTH ON FARM-TO-MARKET
 CU1139'ROAD 2370, TURN LEFT AND GO 8.3 MILES EAST ON FARM-TO-MARKET
 CU1139'ROAD 1210 TO THE STATION SITE ON THE RIGHT.  THE STATION
 CU1139'IS 77 FEET SOUTH OF THE HIGHWAY AND ABOUT 150 FEET NORTHWEST
 CU1139'OF A WHITE HOUSE.
 CU1139'
 CU1139'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE
 CU1139'POST PROJECTING 0.3 FOOT AND STAMPED HUFF 1932.
 CU1139'
 CU1139'NOTE--THE STATION IS TO BE REOCCUPIED BY A USC AND GS SURVEY
 CU1139'PARTY IN THE IMMEDIATE FUTURE AT WHICH TIME NEW REFERENCE
 CU1139'MARKS WILL BE SET AND OBSERVED.
 CU1139
 CU1139                          STATION RECOVERY (1968)
 CU1139
 CU1139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 CU1139'THE STATION IS LOCATED SOUTH 71 DEG EAST ABOUT 9.6 MILES AIRLINE
 CU1139'FROM O DONNELL TEXAS, IN A CULTIVATED AREA ON THE SOUTH SIDE OF
 CU1139'FARM-TO-MARKET ROAD 1210.
 CU1139'
 CU1139'TO REACH FROM THE JUNCTION OF LOOP 76 AND FARM-TO-MARKET ROAD
 CU1139'2370 IN O DONNELL, GO 5.3 MILES SOUTH ON FARM-TO-MARKET ROAD 2370,
 CU1139'TURN LEFT AND GO 8.3 MILES EAST ON FARM-TO-MARKET ROAD 1210 TO THE
 CU1139'STATION SITE ON THE RIGHT.  THE STATION IS 77 FEET SOUTH OF THE
 CU1139'HIGHWAY AND ABOUT 150 FEET NORTHWEST OF A WHITE HOUSE.
 CU1139'
 CU1139'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 CU1139'PROJECTING 0.3 FOOT AND STAMPED HUFF 1932.
 CU1139'
 CU1139'NOTE--THE STATION IS TO BE REOCCUPIED BY A USC AND GS SURVEY
 CU1139'PARTY IN THE IMMEDIATE FUTURE AT WHICH TIME NEW REFERENCE MARKS WILL
 CU1139'BE SET AND OBSERVED.
 CU1139
 CU1139                          STATION RECOVERY (1968)
 CU1139
 CU1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1139'STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED.  THE CORNER
 CU1139'OF THE MONUMENTS HAVE BEEN BROKEN OFF BY FARM MACHINERY BUT ARE
 CU1139'STILL SOLID.  IT IS POSSIBLE THAT REFERENCE MARK 4 HAS BEEN
 CU1139'DISTURBED DUE TO THE DIFFERENCE IN THE DISTANCE AND DIRECTION AND
 CU1139'THE ARROW IS POINTING ABOUT 40 DEGREES TO THE WEST OF THE
 CU1139'STATION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED, A
 CU1139'NEW MARK WAS ESTABLISHED AT THIS TIME.
 CU1139'
 CU1139'A NEW DESCRIPTION FOLLOWS--
 CU1139'
 CU1139'STATION IS LOCATED ABOUT 21 MILES NORTHEAST OF LAMESA, 9-1/2 MILES
 CU1139'SOUTHEAST OF O DONNELL AND 7 MILES SOUTH OF DRAW IN A CULTIVATED
 CU1139'FIELD JUST SOUTH OF FARM ROAD 1210.
 CU1139'
 CU1139'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM ROAD 2053
 CU1139'IN O DONNELL, GO EAST ON FARM ROAD 2053 FOR 9.5 MILES TO JUNCTION
 CU1139'WITH FARM ROAD 1054, TURN RIGHT AND GO SOUTH ON FARM ROAD 1054 FOR
 CU1139'2 MILE TO CROSSROAD, CONTINUE SOUTH ON GRAVEL ROAD FOR 1.7 MILES
 CU1139'TO CROSSROAD AND THE AZIMUTH MARK ON LEFT, TURN RIGHT AND GO WEST
 CU1139'ON FARM ROAD 1210 FOR 0.8 MILES TO A FARM HOUSE ON RIGHT AND
 CU1139'STATION TO THE NORTHWEST OF HOUSE.
 CU1139'
 CU1139'STATION MARK, A STANDARD DISK STAMPED HUFF 1932, IS SET IN THE TOP
 CU1139'OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. THE
 CU1139'MARK IS 78.5 FEET SOUTHEAST OF WITNESS POST, 75 FEET SOUTH OF
 CU1139'CENTER OF FARM ROAD 1210, 46.5 FEET NORTHWEST OF A POWER LINE POLE
 CU1139'AND 41.5 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE.
 CU1139'
 CU1139'REFERENCE MARK 3, A STANDARD DISK STAMPED HUFF NO 3 1932 1954, IS
 CU1139'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 CU1139'INCHES.  THE MARK IS 69 FEET EAST OF WITNESS POST, 40
 CU1139'FEET SOUTH OF CENTER OF ROAD AND 21.7 FEET WEST OF A POWER LINE
 CU1139'POLE.
 CU1139'
 CU1139'REFERENCE MARK 4, A STANDARD DISK STAMPED HUFF NO 4 1932 1954, IS
 CU1139'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH.
 CU1139'THE MARK IS 41 FEET SOUTH OF       CENTER OF ROAD AND 1 FOOT SOUTH
 CU1139'OF WITNESS POST.
 CU1139'
 CU1139'AZIMUTH MARK, A STANDARD DISK STAMPED HUFF 1932 AZ 2 1968, IS SET
 CU1139'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 CU1139'THE MARK IS 37 FEET NORTH OF CENTER OF FARM ROAD 1210, 25
 CU1139'FEET EAST OF CENTER OF GRAVEL ROAD, 2.9 FEET SOUTHEAST OF FENCE
 CU1139'CORNER AND 1.5 FEET SOUTH OF WITNESS POST.
 CU1139'
 CU1139'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 CU1139'
 CU1139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CU1139'9-1/2 MILES SOUTHEAST OF O DONNELL.
 CU1139
 CU1139                          STATION RECOVERY (1986)
 CU1139
 CU1139'RECOVERY NOTE BY AMOCO OIL COMPANY 1986 (LCC)
 CU1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1246 ***********************************************************************
 BL1246  DESIGNATION -  HUFFMAN
 BL1246  PID         -  BL1246
 BL1246  STATE/COUNTY-  TX/HARRIS
 BL1246  USGS QUAD   -  HUFFMAN (1980)
 BL1246
 BL1246                         *CURRENT SURVEY CONTROL
 BL1246  ___________________________________________________________________
 BL1246* NAD 83(1993)-  30 00 15.52290(N)    095 05 36.48699(W)     ADJUSTED  
 BL1246* NAVD 88     -        20.707  (meters)      67.94   (feet)  ADJUSTED  
 BL1246  ___________________________________________________________________
 BL1246  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BL1246  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1246  DYNAMIC HT  -          20.679 (meters)      67.84  (feet)  COMP
 BL1246  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 BL1246  OBS GRAVITY -     979,308.0   (mgal)                       GRAV_OBS
 BL1246
 BL1246  HORZ ORDER  -  THIRD
 BL1246  VERT ORDER  -  FIRST     CLASS II
 BL1246
 BL1246.The horizontal coordinates were established by classical geodetic methods
 BL1246.and adjusted by the National Geodetic Survey in February 1996..
 BL1246
 BL1246.The orthometric height was determined by differential leveling
 BL1246.and adjusted by the National Geodetic Survey in June 1991..
 BL1246
 BL1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1246
 BL1246.The geoid height was determined by GEOID03.
 BL1246
 BL1246.The dynamic height is computed by dividing the NAVD 88
 BL1246.geopotential number by the normal gravity value computed on the
 BL1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1246.degrees latitude (g = 980.6199 gals.).
 BL1246
 BL1246.The modeled gravity was interpolated from observed gravity values.
 BL1246.The observed gravity was obtained from relative gravimeter ties
 BL1246.to the IGSN71 gravity network.
 BL1246
 BL1246;                    North         East     Units Scale Factor Converg.
 BL1246;SPC TXSC     - 4,246,900.956   976,814.413   MT  0.99993131   +1 54 49.9
 BL1246;SPC TXSC     -13,933,374.22  3,204,765.29   sFT  0.99993131   +1 54 49.9
 BL1246;SPC TX C     - 3,049,336.045 1,205,382.384   MT  1.00003189   +2 41 55.8
 BL1246;SPC TX C     -10,004,363.34  3,954,658.70   sFT  1.00003189   +2 41 55.8
 BL1246;UTM  15      - 3,321,108.379   298,075.902   MT  1.00010307   -1 02 50.0
 BL1246
 BL1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1246!SPC TXSC     -   1.00000106  x   0.99993131  =   0.99993237
 BL1246!SPC TX C     -   1.00000106  x   1.00003189  =   1.00003295
 BL1246!UTM  15      -   1.00000106  x   1.00010307  =   1.00010413
 BL1246
 BL1246|---------------------------------------------------------------------|
 BL1246| PID    Reference Object                     Distance      Geod. Az  |
 BL1246|                                                           dddmmss.s |
 BL1246| BL1245 HUFFMAN RM 1                         24.690 METERS 01117     |
 BL1246| BL1238 PTS 145                              39.695 METERS 07936     |
 BL1246| CV7759 HUFFMAN AZ MK                                      0870947.1 |
 BL1246| AW6219 CROSBY MUNICIPAL TANK               APPROX.10.9 KM 1662135.9 |
 BL1246|---------------------------------------------------------------------|
 BL1246
 BL1246                          SUPERSEDED SURVEY CONTROL
 BL1246
 BL1246  NAD 83(1986)-  30 00 15.53848(N)    095 05 36.46889(W) AD(       ) 3
 BL1246  NAD 27      -  30 00 14.74945(N)    095 05 35.72566(W) AD(       ) 3
 BL1246  NGVD 29 (12/23/87)   20.706  (m)           67.93   (f) ADJUSTED    1 2
 BL1246
 BL1246.Superseded values are not recommended for survey control.
 BL1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1246.See file dsdata.txt to determine how the superseded data were derived.
 BL1246
 BL1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9807621108(NAD 83)
 BL1246_MARKER: DS = TRIANGULATION STATION DISK
 BL1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1246_SP_SET: CONCRETE POST
 BL1246_STAMPING: HUFFMAN 1952
 BL1246_MARK LOGO: CGS   
 BL1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1246+STABILITY: SURFACE MOTION
 BL1246
 BL1246  HISTORY     - Date     Condition        Report By
 BL1246  HISTORY     - 1952     MONUMENTED       CGS
 BL1246  HISTORY     - 1954     GOOD             CGS
 BL1246  HISTORY     - 1956     GOOD             HLPCO
 BL1246  HISTORY     - 1968     GOOD             CGS
 BL1246  HISTORY     - 1973     GOOD             NGS
 BL1246  HISTORY     - 1973     GOOD             NGS
 BL1246  HISTORY     - 1978     GOOD             NGS
 BL1246  HISTORY     - 1983     GOOD             LOCSUR
 BL1246  HISTORY     - 1987     GOOD             NGS
 BL1246  HISTORY     - 19970927 GOOD             USPSQD
 BL1246
 BL1246                          STATION DESCRIPTION
 BL1246
 BL1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1246'THE STATION IS LOCATED ABOUT 12.5 MILES WEST-SOUTHWEST OF
 BL1246'DAYTON AND 6.75 MILES NORTH-NORTHWEST OF CROSBY.  IT IS IN
 BL1246'THE SOUTHWEST ANGLE OF A CROSSROAD INTERSECTION, 107 FEET
 BL1246'SOUTHWEST OF THE CENTER OF A CROSSROAD INTERSECTION AND 46
 BL1246'FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD.  IT
 BL1246'IS STAMPED HUFFMAN 1952 AND IS SET FLUSH.
 BL1246'
 BL1246'REFERENCE MARK NO. 1 IS 74 FEET WEST-NORTHWEST OF THE CENTER
 BL1246'OF A CROSSROAD INTERSECTION, 35 FEET NORTH OF THE CENTER
 BL1246'OF AN EAST-WEST GRAVELED ROAD, 26 FEET WEST OF A POWER LINE
 BL1246'POLE AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 BL1246'STAMPED HUFFMAN NO 1 1952 AND PROJECTS 2 INCHES.
 BL1246'
 BL1246'REFERENCE MARK NO. 2 IS 57 FEET SOUTHEAST OF THE CENTER OF A
 BL1246'CROSSROAD INTERSECTION, 43 FEET SOUTH OF THE CENTER OF AN
 BL1246'EAST-WEST GRAVELED ROAD, 43 FEET EAST OF THE CENTER OF A
 BL1246'NORTH-SOUTH HARD SURFACED ROAD, 9 FEET SOUTH OF A FENCE CORNER
 BL1246'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 BL1246'
 BL1246'A U.S. GEOLOGICAL SURVEY MARK WAS USED FOR REFERENCE MARK
 BL1246'NO. 2.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY MARK RIVETED
 BL1246'ON THE TOP OF A 3 INCH IRON PIPE.  IT IS STAMPED PRIM TRAV STA
 BL1246'NO 145 1915 AND PROJECTS 12 INCHES.
 BL1246'
 BL1246'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL1246'NO. 2 IS 125.5 FEET.
 BL1246'
 BL1246'THE AZIMUTH MARK IS LOCATED 37 FEET NORTH OF THE CENTER OF AN
 BL1246'EAST-WEST GRAVELED ROAD, 1 FOOT WEST OF POWER LINE POLE
 BL1246'94 AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 BL1246'HUFFMAN 1952 AND PROJECTS 3 INCHES.
 BL1246'
 BL1246'TO REACH THE STATION FROM THE POST OFFICE IN CROSBY, GO
 BL1246'NORTHERLY ON A HARD SURFACED ROAD FOR 6.75 MILES TO A CROSSROAD
 BL1246'AND THE STATION IN THE SOUTHWEST ANGLE AS DESCRIBED.
 BL1246'
 BL1246'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 BL1246'GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT
 BL1246'AS DESCRIBED.
 BL1246'
 BL1246'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BL1246
 BL1246                          STATION RECOVERY (1954)
 BL1246
 BL1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BL1246'1.6 MILES SOUTH ALONG AN OILED ROAD FROM THE SCHOOLHOUSE AT
 BL1246'HUFFMAN, 83 FEET WEST OF THE CENTER LINE OF AN OILED ROAD,
 BL1246'46 FEET SOUTH OF THE CENTER LINE OF A SHELL ROAD LEADING
 BL1246'WEST, 20 FEET SOUTHEAST OF A 15 INCH WILLOW TREE, 21 FEET
 BL1246'NORTHWEST OF THE NORTHEAST CORNER OF A SMALL WHITE BUILDING,
 BL1246'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 BL1246'POST WHICH IS FLUSH WITH THE GROUND, STAMPED HUFFMAN 1952.
 BL1246'
 BL1246'HUFFMAN R.M. 1 IS 81.0 FEET NORTH OF TRIANGULATION STATION
 BL1246'HUFFMAN 1952, 71 FEET WEST OF THE CENTER LINE OF AN OILED
 BL1246'ROAD, 35.5 FEET NORTH OF THE CENTER LINE OF A SHELL ROAD
 BL1246'LEADING WEST, 23 FEET WEST OF A POWER POLE, 0.6 FOOT NORTH OF
 BL1246'A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 BL1246'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED HUFFMAN
 BL1246'NO 1 1952.
 BL1246
 BL1246                          STATION RECOVERY (1956)
 BL1246
 BL1246'RECOVERY NOTE BY HOUSTON LIGHTING AND POWER COMPANY 1956 (SET)
 BL1246'I FOUND THE TRIANGULATION MONUMENT, THE AZMUTH MONUMENT AND
 BL1246'REFERENCE MONUMENT NUMBER 1 IN GOOD CONDITION.  THE TRIANGULATION
 BL1246'MONUMENT WAS UNDER ABOUT 1 INCH OF DIRT AND WHITE 4 IN BY
 BL1246'4 IN POST FOR MARKER DESTROYED.  REFERENCE MONUMENT 2 HAS
 BL1246'BEEN DESTROYED BY WIDENING OF CROSBY - HUFFMAN ROAD.
 BL1246'
 BL1246'TRIANGULATION MONUMENT STAMPED HUFFMAN - 1952, AZ. MONUMENT
 BL1246'STAMPED HUFFMAN - 1952 REFERENCE MONUMENT STAMPED HUFFMAN - 1952
 BL1246
 BL1246                          STATION RECOVERY (1968)
 BL1246
 BL1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL1246'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 BL1246'CONDITION.  A DIFFERENCE OF 0.14 FOOT SHORTER IN THE HORIZONTAL
 BL1246'DISTANCE TO REFERENCE MARK 1 WAS NOTED AND CHECKED IN THE
 BL1246'FIELD.  THE AZIMUTH MARK WAS RECOVERED BUT IT WAS OUT OF
 BL1246'POSITION AND THE DISK WAS REMOVED BY THIS PARTY.  THE U.S.
 BL1246'GEOLOGICAL SURVEY MARK PRIM TRA STA NO 1451915 WHICH WAS USED
 BL1246'FOR REFERENCE MARK 2 BY R.L.E. 1952 WAS SEARCHED FOR BUT WAS
 BL1246'NOT RECOVERED.  DUE TO OVERHEAD POWER LINES A TOWER COULD
 BL1246'NOT BE BUILT OVER THE STATION MARK.  REFERENCE MARK 2 WAS
 BL1246'ESTABLISHED AT THIS TIME AND OCCUPIED AND AN AZIMUTH MARK
 BL1246'ESTABLISHED FOR THE SAME.  FOR ANY FUTURE REFERENCE TO
 BL1246'HUFFMAN SEE DESCRIPTION OF HUFFMAN 1952 R.M. 2.
 BL1246
 BL1246                          STATION RECOVERY (1973)
 BL1246
 BL1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRG)
 BL1246'THE STATION, R.M. 1 AND THE AZIMUTH MARK WERE ALL RECOVERED
 BL1246'AND IN GOOD CONDITION.
 BL1246'
 BL1246'THE STATION MAY BE REACHED BY GOING 1.4 MILES SOUTH ALONG
 BL1246'FARM ROAD 2100 FROM THE POST OFFICE AT HUFFMAN TO THE INTERSECTION
 BL1246'OF ATASCOCITA ROAD AND STATION SITE, 86 FEET WEST OF THE
 BL1246'CENTER LINE OF FARM ROAD 2100, 44 FEET SOUTH OF THE CENTER
 BL1246'LINE OF ATASCOCITA ROAD, 28 FEET NORTHEAST OF THE NORTHEAST
 BL1246'CORNER OF A FRAME HOUSE, 1.8 FEET EAST OF A METAL WITNESS
 BL1246'POST, SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL
 BL1246'OF THE GROUND.  THE DISK IS STAMPED HUFFMAN 1952.
 BL1246'
 BL1246'R.M. 1 IS 81 FEET NORTH OF THE STATION MARK DESCRIBED, 70 FEET
 BL1246'WEST OF THE CENTER LINE OF THE FARM ROAD, 36 FEET NORTH OF
 BL1246'THE CENTER LINE OF ATASCOCITA ROAD, 14 FEET WEST OF POWER
 BL1246'POLE 97, 1 FOOT EAST OF A METAL WITNESS POST, 2 FEET BELOW
 BL1246'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BL1246'INCHES ABOVE THE LEVEL OF THE GROUND.  THE DISK IS STAMPED
 BL1246'HUFFMAN NO 1 1952.
 BL1246'
 BL1246'HUFFMAN AZ R.M. 2 IS 0.3 MILE WEST ALONG ATASCOCITA ROAD FROM
 BL1246'THE STATION MARK DESCRIBED, IT IS ABOUT 0.1 MILE WEST OF AND
 BL1246'ACROSS THE ROAD FROM A LARGE POWER SUB-STATION, 35-1/2 FEET
 BL1246'SOUTH OF THE CENTER LINE OF THE ROAD, 19-1/2 FEET EAST OF
 BL1246'THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 5 FEET SOUTHWEST
 BL1246'OF A POWER POLE, 2-1/2 FEET SOUTH OF A METAL WITNESS POST,
 BL1246'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BL1246'FLUSH WITH THE GROUND AND THE ROAD.  THE DISK IS STAMPED
 BL1246'HUFFMAN 1952 1968 R.M. 2.  THE DISK IS AN AZIMUTH MARK DISK.
 BL1246'
 BL1246'PTS 145 USGS WHICH WAS USED AS R.M. 2 FOR THIS STATION WAS
 BL1246'SEARCHED FOR BUT NOT RECOVERED.  THE HIGHWAY HAS BEEN WIDENED
 BL1246'AT THE DESCRIBED LOCATION AND THE MARK WAS PROBABLY DESTROYED.
 BL1246'
 BL1246'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES
 BL1246'SOUTH OF HUFFMAN.
 BL1246
 BL1246                          STATION RECOVERY (1973)
 BL1246
 BL1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1246'1.4 MI S FROM HUFFMAN.
 BL1246'ABOUT 1.4 MILES SOUTH ALONG FARM ROAD 2100 FROM THE POST OFFICE AT
 BL1246'HUFFMAN, AT THE INTERSECTION OF FARM ROAD 2100 AND ATASCOCITA ROAD, 86
 BL1246'1/2 FEET WEST OF THE CENTER LINE OF FARM ROAD 2100, 44 FEET SOUTH OF
 BL1246'THE CENTER LINE OF ATASCOCITA ROAD, 28 FEET NORTHEAST OF THE NORTHEAST
 BL1246'CORNER OF A ONE STORY FRAME BUILDING, THE TRADINGPOST 1.8 FEET EAST OF
 BL1246'A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST 1-INCH
 BL1246'BELOW THE LEVEL OF THE GROUND.
 BL1246
 BL1246                          STATION RECOVERY (1978)
 BL1246
 BL1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1246'RECOVERED IN GOOD CONDITION.
 BL1246
 BL1246                          STATION RECOVERY (1983)
 BL1246
 BL1246'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 BL1246'STATION FOUND IN GOOD CONDITION, AZIMUTH MARK NOT VISIBLE FROM
 BL1246'STATION, AZIMUTH MARK FOUND IN GOOD CONDITION.
 BL1246
 BL1246                          STATION RECOVERY (1987)
 BL1246
 BL1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1246'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--24.5
 BL1246'M (80.4 FT) SOUTH-SOUTHWEST OF REFERENCE MARK 1.  DELETE--28 FEET
 BL1246'NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY FRAME BUILDING, THE
 BL1246'TRADING POST, AND 1.8 FEET EAST OF A METAL WITNESS POST.
 BL1246
 BL1246                          STATION RECOVERY (1997)
 BL1246
 BL1246'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1245 ***********************************************************************
 BL1245  DESIGNATION -  HUFFMAN RM 1
 BL1245  PID         -  BL1245
 BL1245  STATE/COUNTY-  TX/HARRIS
 BL1245  USGS QUAD   -  HUFFMAN (1980)
 BL1245
 BL1245                         *CURRENT SURVEY CONTROL
 BL1245  ___________________________________________________________________
 BL1245* NAD 83(1986)-  30 00 16.     (N)    095 05 37.     (W)     SCALED    
 BL1245* NAVD 88     -        20.837  (meters)      68.36   (feet)  ADJUSTED  
 BL1245  ___________________________________________________________________
 BL1245  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1245  DYNAMIC HT  -          20.810 (meters)      68.27  (feet)  COMP
 BL1245  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 BL1245
 BL1245  VERT ORDER  -  FIRST     CLASS II
 BL1245
 BL1245.The horizontal coordinates were scaled from a topographic map and have
 BL1245.an estimated accuracy of +/- 6 seconds.
 BL1245
 BL1245.The orthometric height was determined by differential leveling
 BL1245.and adjusted by the National Geodetic Survey in June 1991..
 BL1245
 BL1245.The geoid height was determined by GEOID03.
 BL1245
 BL1245.The dynamic height is computed by dividing the NAVD 88
 BL1245.geopotential number by the normal gravity value computed on the
 BL1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1245.degrees latitude (g = 980.6199 gals.).
 BL1245
 BL1245.The modeled gravity was interpolated from observed gravity values.
 BL1245
 BL1245;                    North         East    Units  Estimated Accuracy
 BL1245;SPC TXSC     - 4,246,920.      976,800.      MT  (+/- 180 meters Scaled)
 BL1245
 BL1245                          SUPERSEDED SURVEY CONTROL
 BL1245
 BL1245  NGVD 29 (12/23/87)   20.836  (m)           68.36   (f) ADJUSTED    1 2
 BL1245
 BL1245.Superseded values are not recommended for survey control.
 BL1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1245.See file dsdata.txt to determine how the superseded data were derived.
 BL1245
 BL1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP980211(NAD 83)
 BL1245_MARKER: DR = REFERENCE MARK DISK
 BL1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1245_SP_SET: CONCRETE POST
 BL1245_STAMPING: HUFFMAN NO 1 1952
 BL1245_MARK LOGO: CGS   
 BL1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1245+STABILITY: SURFACE MOTION
 BL1245
 BL1245  HISTORY     - Date     Condition        Report By
 BL1245  HISTORY     - 1952     MONUMENTED       CGS
 BL1245  HISTORY     - 1973     GOOD             NGS
 BL1245  HISTORY     - 1978     GOOD             NGS
 BL1245  HISTORY     - 1987     GOOD             NGS
 BL1245  HISTORY     - 19970927 GOOD             USPSQD
 BL1245
 BL1245                          STATION DESCRIPTION
 BL1245
 BL1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1245'1.4 MI S FROM HUFFMAN.
 BL1245'ABOUT 1.4 MILES SOUTH ALONG FARM ROAD 2100 FROM THE POST OFFICE AT
 BL1245'HUFFMAN, AT THE INTERSECTION OF FARM ROAD 2100 AND ATASCOCITA ROAD, AT
 BL1245'THE SOUTHEAST CORNER OF A PASTURE, 70 FEET WEST OF THE CENTER LINE OF
 BL1245'FARM ROAD 2100, 36 FEET NORTH OF THE CENTER LINE OF ATASCOCITA ROAD,
 BL1245'14 FEET WEST OF POWER POLE NO. 97, 1 FOOT EAST OF A METAL WITNESS
 BL1245'POST, 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 BL1245'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 BL1245
 BL1245                          STATION RECOVERY (1978)
 BL1245
 BL1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1245'RECOVERED IN GOOD CONDITION.
 BL1245
 BL1245                          STATION RECOVERY (1987)
 BL1245
 BL1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1245'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--24.5 M
 BL1245'(80.4 FT) NORTH-NORTHEAST OF THE STATION MARK.
 BL1245
 BL1245                          STATION RECOVERY (1997)
 BL1245
 BL1245'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2194 ***********************************************************************
 BL2194  DESIGNATION -  HUFFMAN RM 2
 BL2194  PID         -  BL2194
 BL2194  STATE/COUNTY-  TX/HARRIS
 BL2194  USGS QUAD   -  HUFFMAN (1980)
 BL2194
 BL2194                         *CURRENT SURVEY CONTROL
 BL2194  ___________________________________________________________________
 BL2194* NAD 83(1993)-  30 00 15.14776(N)    095 05 36.90739(W)     ADJUSTED  
 BL2194* NAVD 88     -        20.97   (+/-2cm)      68.8    (feet)  VERTCON   
 BL2194  ___________________________________________________________________
 BL2194  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BL2194  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL2194
 BL2194  HORZ ORDER  -  FIRST
 BL2194  VERT ORDER  -  THIRD ? (See Below)
 BL2194
 BL2194.The horizontal coordinates were established by classical geodetic methods
 BL2194.and adjusted by the National Geodetic Survey in February 1996..
 BL2194
 BL2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2194.The vertical order pertains to the NGVD 29 superseded value.
 BL2194
 BL2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2194
 BL2194.The geoid height was determined by GEOID03.
 BL2194
 BL2194;                    North         East     Units Scale Factor Converg.
 BL2194;SPC TXSC     - 4,246,889.035   976,803.539   MT  0.99993129   +1 54 49.7
 BL2194;SPC TXSC     -13,933,335.11  3,204,729.61   sFT  0.99993129   +1 54 49.7
 BL2194;UTM  15      - 3,321,097.034   298,064.425   MT  1.00010313   -1 02 50.2
 BL2194
 BL2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2194!SPC TXSC     -   1.00000101  x   0.99993129  =   0.99993230
 BL2194!UTM  15      -   1.00000101  x   1.00010313  =   1.00010414
 BL2194
 BL2194|---------------------------------------------------------------------|
 BL2194| PID    Reference Object                     Distance      Geod. Az  |
 BL2194|                                                           dddmmss.s |
 BL2194| BL1245 HUFFMAN RM 1                         56.556 METERS 02414     |
 BL2194| BL1246 HUFFMAN                              16.136 METERS 04417     |
 BL2194| BL1243 HUFFMAN RM 2 RESET AZ MK                           2703828.7 |
 BL2194|---------------------------------------------------------------------|
 BL2194
 BL2194                          SUPERSEDED SURVEY CONTROL
 BL2194
 BL2194  NAD 83(1986)-  30 00 15.16319(N)    095 05 36.88947(W) AD(       ) 1
 BL2194  NAD 27      -  30 00 14.37431(N)    095 05 36.14605(W) AD(       ) 1
 BL2194  NGVD 29 (07/19/86)   20.97   (m)           68.8    (f) LEVELING    3  
 BL2194
 BL2194.Superseded values are not recommended for survey control.
 BL2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2194.See file dsdata.txt to determine how the superseded data were derived.
 BL2194
 BL2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9806421097(NAD 83)
 BL2194_MARKER: DR = REFERENCE MARK DISK
 BL2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2194_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2194
 BL2194  HISTORY     - Date     Condition        Report By
 BL2194  HISTORY     - 1968     MONUMENTED       CGS
 BL2194  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 BL2194
 BL2194                          STATION DESCRIPTION
 BL2194
 BL2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL2194'HUFFMAN 1952 IS A TRAVERSE DISTANCE.
 BL2194'
 BL2194'THE STATION IS LOCATED ON THE PROPERTY OF MR. M.R. MILLER, ABOUT
 BL2194'6-3/4 MILES NORTH-NORTHWEST OF CROSBY AND 1-1/2 MILES SOUTH OF
 BL2194'HUFFMAN.
 BL2194'
 BL2194'TO REACH THE STATION FROM THE POST OFFICE IN CROSBY, GO NORTH ON
 BL2194'MAIN STREET WHICH BECOMES FARM ROAD 2100 FOR 6.75 MILES TO A SIDE
 BL2194'ROAD LEFT, ATASCOCITA ROAD, AND STATION ON THE LEFT.
 BL2194'
 BL2194'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED HUFFMAN
 BL2194'1952 NO 2 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BL2194'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 106 FEET WEST OF
 BL2194'THE CENTER OF FARM ROAD 2100 AND 81 FEET SOUTH OF THE CENTER OF
 BL2194'ATASCOCITA ROAD.
 BL2194'
 BL2194'HUFFMAN 1952 IS A STANDARD STATION DISK STAMPED HUFFMAN 1952, SET
 BL2194'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 BL2194'WITH THE GROUND.  IT IS 87 FEET WEST OF THE CENTER OF FARM ROAD
 BL2194'2100, 44 FEET SOUTH OF THE CENTER OF ATASCOCITA ROAD AND 42 FEET
 BL2194'WEST-SOUTHWEST OF A TRIANGLE SHAPED CONCRETE STREET SIGN
 BL2194'POST.
 BL2194'
 BL2194'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HUFFMAN NO 1 1952,
 BL2194'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 BL2194'6 INCHES ABOVE THE GROUND.  IT IS 71 FEET WEST OF THE CENTER OF
 BL2194'FARM ROAD 2100, 36 FEET NORTH OF THE CENTER OF ATASCOCITA ROAD, 20
 BL2194'FEET WEST OF A FENCE CORNER POST, 13 FEET WEST OF POWER LINE POLE
 BL2194'NUMBER 97, 2.3 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND
 BL2194'SET IN AN EAST-WEST WIRE FENCE.
 BL2194'
 BL2194'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUFFMAN 1952 RM 2 1968
 BL2194'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 BL2194'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 36 FEET SOUTH OF THE
 BL2194'CENTER OF ATASCOCITA ROAD, 22 FEET NORTHEAST OF THE NORTHEAST
 BL2194'CORNER OF A CATTLE GUARD, 19 FEET EAST OF THE CENTER OF A
 BL2194'GRAVELED ROAD, 3.6 FEET SOUTHWEST OF A POWER LINE POLE AND 2.3 FEET
 BL2194'SOUTH OF A METAL WITNESS POST.
 BL2194'
 BL2194'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON ATASCOCITA
 BL2194'ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE
 BL2194'LEFT.
 BL2194'
 BL2194'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 BL2194
 BL2194                          STATION RECOVERY (1997)
 BL2194
 BL2194'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL2194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1243 ***********************************************************************
 BL1243  DESIGNATION -  HUFFMAN RM 2 RESET AZ MK
 BL1243  PID         -  BL1243
 BL1243  STATE/COUNTY-  TX/HARRIS
 BL1243  USGS QUAD   -  HUFFMAN (1980)
 BL1243
 BL1243                         *CURRENT SURVEY CONTROL
 BL1243  ___________________________________________________________________
 BL1243* NAD 83(1986)-  30 00 15.     (N)    095 05 54.     (W)     SCALED    
 BL1243* NAVD 88     -        21.055  (meters)      69.08   (feet)  ADJUSTED  
 BL1243  ___________________________________________________________________
 BL1243  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL1243  DYNAMIC HT  -          21.027 (meters)      68.99  (feet)  COMP
 BL1243  MODELED GRAV-     979,308.1   (mgal)                       NAVD 88
 BL1243
 BL1243  VERT ORDER  -  FIRST     CLASS II
 BL1243
 BL1243.The horizontal coordinates were scaled from a topographic map and have
 BL1243.an estimated accuracy of +/- 6 seconds.
 BL1243
 BL1243.The orthometric height was determined by differential leveling
 BL1243.and adjusted by the National Geodetic Survey in June 1991..
 BL1243
 BL1243.The geoid height was determined by GEOID03.
 BL1243
 BL1243.The dynamic height is computed by dividing the NAVD 88
 BL1243.geopotential number by the normal gravity value computed on the
 BL1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1243.degrees latitude (g = 980.6199 gals.).
 BL1243
 BL1243.The modeled gravity was interpolated from observed gravity values.
 BL1243
 BL1243;                    North         East    Units  Estimated Accuracy
 BL1243;SPC TXSC     - 4,246,870.      976,350.      MT  (+/- 180 meters Scaled)
 BL1243
 BL1243                          SUPERSEDED SURVEY CONTROL
 BL1243
 BL1243  NGVD 29 (12/23/87)   21.053  (m)           69.07   (f) ADJUSTED    1 2
 BL1243
 BL1243.Superseded values are not recommended for survey control.
 BL1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1243.See file dsdata.txt to determine how the superseded data were derived.
 BL1243
 BL1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP976211(NAD 83)
 BL1243_MARKER: DZ = AZIMUTH MARK DISK
 BL1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1243_SP_SET: CONCRETE POST
 BL1243_STAMPING: HUFFMAN RM 2 1952 1968
 BL1243_MARK LOGO: CGS   
 BL1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1243+STABILITY: SURFACE MOTION
 BL1243
 BL1243  HISTORY     - Date     Condition        Report By
 BL1243  HISTORY     - 1968     MONUMENTED       CGS
 BL1243  HISTORY     - 1973     GOOD             NGS
 BL1243  HISTORY     - 1978     GOOD             NGS
 BL1243  HISTORY     - 1987     GOOD             NGS
 BL1243  HISTORY     - 19970927 GOOD             USPSQD
 BL1243
 BL1243                          STATION DESCRIPTION
 BL1243
 BL1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1243'1.7 MI S FROM HUFFMAN.
 BL1243'ABOUT 1.4 MILES SOUTH ALONG FARM ROAD 2100 FROM THE POST OFFICE AT
 BL1243'HUFFMAN, THENCE 0.3 MILE WEST ALONG ATASCOCITA ROAD, ABOUT 0.1 MILE
 BL1243'WEST OF AND ACROSS THE ROAD FROM A LARGE POWER SUB-STATION, 35 1/2
 BL1243'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 19 1/2 FEET EAST OF THE
 BL1243'CENTER LINE OF A TRACK ROAD LEADING SOUTH THRU A LOCKED GATE, 39.8
 BL1243'FEET EAST OF THE NORTHEAST CORNER FENCE POST IN CHAIN LINK FENCE
 BL1243'SURROUNDING OIL TANKS OF THE SUN OIL COMPANY, 4 FEET SOUTHWEST OF A
 BL1243'POWER LINE POLE, 2 1/2 FEET SOUTH OF A METAL WITNESS POST, 9 1/2 FEET
 BL1243'SOUTHEAST OF THE EAST END OF AN 18 INCH PIPE CULVERT UNDER THE ROAD
 BL1243'SOUTH, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BL1243'FLUSH WITH THE LEVEL OF THE GROUND.
 BL1243
 BL1243                          STATION RECOVERY (1978)
 BL1243
 BL1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1243'RECOVERED IN GOOD CONDITION.
 BL1243
 BL1243                          STATION RECOVERY (1987)
 BL1243
 BL1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1243'RECOVERED IN GOOD CONDITION.
 BL1243
 BL1243                          STATION RECOVERY (1997)
 BL1243
 BL1243'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6260 ***********************************************************************
 AW6260  DESIGNATION -  HUGHES
 AW6260  PID         -  AW6260
 AW6260  STATE/COUNTY-  TX/HARRIS
 AW6260  USGS QUAD   -  HIGHLANDS (1995)
 AW6260
 AW6260                         *CURRENT SURVEY CONTROL
 AW6260  ___________________________________________________________________
 AW6260* NAD 83(1993)-  29 50 09.02606(N)    095 07 16.63345(W)     ADJUSTED  
 AW6260* NAVD 88     -        13.10   (+/-2cm)      43.0    (feet)  VERTCON   
 AW6260  ___________________________________________________________________
 AW6260  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AW6260  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW6260
 AW6260  HORZ ORDER  -  FIRST
 AW6260  VERT ORDER  -  THIRD ? (See Below)
 AW6260
 AW6260.The horizontal coordinates were established by classical geodetic methods
 AW6260.and adjusted by the National Geodetic Survey in February 1996..
 AW6260
 AW6260.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6260.The vertical order pertains to the NGVD 29 superseded value.
 AW6260
 AW6260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6260
 AW6260.The geoid height was determined by GEOID03.
 AW6260
 AW6260;                    North         East     Units Scale Factor Converg.
 AW6260;SPC TXSC     - 4,228,148.256   974,751.304   MT  0.99990134   +1 54 00.8
 AW6260;SPC TXSC     -13,871,849.74  3,197,996.57   sFT  0.99990134   +1 54 00.8
 AW6260;UTM  15      - 3,302,483.525   295,047.062   MT  1.00011830   -1 03 20.7
 AW6260
 AW6260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6260!SPC TXSC     -   1.00000222  x   0.99990134  =   0.99990356
 AW6260!UTM  15      -   1.00000222  x   1.00011830  =   1.00012052
 AW6260
 AW6260|---------------------------------------------------------------------|
 AW6260| PID    Reference Object                     Distance      Geod. Az  |
 AW6260|                                                           dddmmss.s |
 AW6260| CV7276 HUGHES RM 1                          27.300 METERS 12015     |
 AW6260| AW6261 HUGHES 1968 ECC                       0.280 METERS 21601     |
 AW6260| CV7277 HUGHES RM 2                          24.733 METERS 23213     |
 AW6260| CV7275 HUGHES AZ MK                                       2724918.8 |
 AW6260|---------------------------------------------------------------------|
 AW6260
 AW6260                          SUPERSEDED SURVEY CONTROL
 AW6260
 AW6260  NAD 83(1986)-  29 50 09.04159(N)    095 07 16.61495(W) AD(       ) 1
 AW6260  NAD 27      -  29 50 08.23409(N)    095 07 15.86505(W) AD(       ) 1
 AW6260  NGVD 29 (07/19/86)   13.10   (m)           43.0    (f) LEVELING    3  
 AW6260
 AW6260.Superseded values are not recommended for survey control.
 AW6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6260.See file dsdata.txt to determine how the superseded data were derived.
 AW6260
 AW6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9504702484(NAD 83)
 AW6260_MARKER: DS = TRIANGULATION STATION DISK
 AW6260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6260_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6260
 AW6260  HISTORY     - Date     Condition        Report By
 AW6260  HISTORY     - 1968     MONUMENTED       CGS
 AW6260  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 AW6260
 AW6260                          STATION DESCRIPTION
 AW6260
 AW6260'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6260'THE STATION IS LOCATED ON THE GROUNDS OF THE HUGHES TOOL COMPANY
 AW6260'GOLF CULB, ABOUT 4-1/2 MILES NORTH OF CHANNELVIEW AND 4 MILES
 AW6260'NORTHWEST OF HIGHLAND.
 AW6260'
 AW6260'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 10 AND SHELDON
 AW6260'ROAD IN THE NORTH EDGE OF CHANNELVIEW, GO NORTH ON SHELDON ROAD
 AW6260'FOR 3.0 MILES TO A CROSSROAD (WALLISVILLE ROAD).  CONTINUE NORTH
 AW6260'ON SHELDON ROAD FOR 1.1 MILES TO THE NORTH 1 OF 2 SIDE ROADS
 AW6260'RIGHT, SIGN HUGHES GOLF CLUB AND THE AZIMUTH MARK IN THE NORTHEAST
 AW6260'ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO EAST ON A PAVED
 AW6260'ENTRANCE ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 AW6260'
 AW6260'THE STATION MARK IS A STANDARD DISK STAMPED HUGHES 1968, SET IN
 AW6260'THE TOP OF A 12-INCH CULINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6260'GROUND.  IT IS 176 FEET WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 AW6260'NUMBER 8 GREEN OF THE GOLF COURSE, 67 FEET NORTH OF THE CENTER OF
 AW6260'THE PAVED ENTRANCE ROAD AND 37 FEET EAST OF THE CENTER OF A
 AW6260'DRAINAGE DITCH IN THE GOLF COURSE.
 AW6260'
 AW6260'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HUGHES NO 1 1968, SET
 AW6260'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6260'GROUND.  IT IS 18 FEET NORTH OF THE CENTER OF THE PAVED ENTRANCE
 AW6260'ROAD AND 12 FEET SOUTH OF THE CENTER OF A ROAD DITCH.
 AW6260'
 AW6260'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HUGHES NO 2 1968, SET
 AW6260'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6260'THE GROUND.  IT IS 20 FEET NORTH OF THE CENTER OF THE PAVED
 AW6260'ENTRANCE ROAD AND 10 FEET SOUTH OF THE CENTER OF THE ROAD DITCH.
 AW6260'
 AW6260'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUGHES 1968, SET IN
 AW6260'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6260'GROUND.  IT IS 40 FEET EAST OF THE CENTER OF SHELDON ROAD, 40 FEET
 AW6260'NORTH OF THE CENTER OF THE PAVED ENTRANCE ROAD AND 3 FEET EAST OF
 AW6260'A STONE ENTRANCE MARKER TO THE GOLF CLUB.
 AW6260'
 AW6260'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERES.
 AW6260
 AW6260                          STATION RECOVERY (1994)
 AW6260
 AW6260'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6769 ***********************************************************************
 AW6769  DESIGNATION -  HUGHES
 AW6769  PID         -  AW6769
 AW6769  STATE/COUNTY-  TX/BRAZORIA
 AW6769  USGS QUAD   -  HITCHCOCK (1974)
 AW6769
 AW6769                         *CURRENT SURVEY CONTROL
 AW6769  ___________________________________________________________________
 AW6769* NAD 83(1993)-  29 15 41.68678(N)    095 06 10.61124(W)     ADJUSTED  
 AW6769* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW6769  ___________________________________________________________________
 AW6769  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AW6769  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW6769
 AW6769  HORZ ORDER  -  FIRST
 AW6769
 AW6769.The horizontal coordinates were established by classical geodetic methods
 AW6769.and adjusted by the National Geodetic Survey in February 1996..
 AW6769
 AW6769.The orthometric height was scaled from a topographic map.
 AW6769
 AW6769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6769
 AW6769.The geoid height was determined by GEOID03.
 AW6769
 AW6769;                    North         East     Units Scale Factor Converg.
 AW6769;SPC TXSC     - 4,164,596.610   978,642.987   MT  0.99986406   +1 54 33.2
 AW6769;SPC TXSC     -13,663,347.38  3,210,764.53   sFT  0.99986406   +1 54 33.2
 AW6769;UTM  15      - 3,238,800.413   295,666.738   MT  1.00011523   -1 01 41.8
 AW6769
 AW6769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6769!SPC TXSC     -   1.00000389  x   0.99986406  =   0.99986795
 AW6769!UTM  15      -   1.00000389  x   1.00011523  =   1.00011912
 AW6769
 AW6769:                Primary Azimuth Mark                     Grid Az
 AW6769:SPC TXSC     -  ALTA LOMA GALVESTON PWRHSE STK           010 02 26.1
 AW6769:UTM  15      -  ALTA LOMA GALVESTON PWRHSE STK           012 58 41.1
 AW6769
 AW6769|---------------------------------------------------------------------|
 AW6769| PID    Reference Object                     Distance      Geod. Az  |
 AW6769|                                                           dddmmss.s |
 AW6769| AW6768 ALTA LOMA GALVESTON PWRHSE STK      APPROX.12.2 KM 0115659.3 |
 AW6769| AW6787 SAN LUIS COAST GUARD STA CUP        APPROX.16.5 KM 1730906.9 |
 AW6769| CV7273 HUGHES RM 1                          24.725 METERS 20136     |
 AW6769| AW6821 HOSKINS MOUND FREEPORT CO STK       APPROX.19.0 KM 2233240.0 |
 AW6769| CV7274 HUGHES RM 2                                        3261301.2 |
 AW6769|---------------------------------------------------------------------|
 AW6769
 AW6769                          SUPERSEDED SURVEY CONTROL
 AW6769
 AW6769  NAD 83(1986)-  29 15 41.69949(N)    095 06 10.58943(W) AD(       ) 1
 AW6769  NAD 27      -  29 15 40.83900(N)    095 06 09.85000(W) AD(       ) 1
 AW6769
 AW6769.Superseded values are not recommended for survey control.
 AW6769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6769.See file dsdata.txt to determine how the superseded data were derived.
 AW6769
 AW6769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9566738800(NAD 83)
 AW6769_MARKER: DS = TRIANGULATION STATION DISK
 AW6769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6769
 AW6769  HISTORY     - Date     Condition        Report By
 AW6769  HISTORY     - 1931     MONUMENTED       CGS
 AW6769  HISTORY     - 1937     GOOD             TXHD
 AW6769  HISTORY     - 1949     GOOD             PHILIP
 AW6769  HISTORY     - 1958     GOOD             CGS
 AW6769  HISTORY     - 1960     GOOD             CGS
 AW6769  HISTORY     - 1962     GOOD             LOCSUR
 AW6769  HISTORY     - 1963     GOOD             CGS
 AW6769  HISTORY     - 1971     GOOD             LOCENG
 AW6769
 AW6769                          STATION DESCRIPTION
 AW6769
 AW6769'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AW6769'ABOUT 8 MILES S OF ALTA LOMA, 100 YARDS E OF HALLS BAYOU,
 AW6769'170 FEET N OF THE HUGHES RANCH HOUSE, ON A SLIGHT MOUND
 AW6769'IN PASTURE LAND BELONGING TO JOE H. HUGHES OF HOUSTON, 167.8
 AW6769'FEET N OF N CORNER OF BUNGALOW WHICH IS MAIN RANCH HOUSE, 61.9
 AW6769'FEET E OF N CORNER OF WOODEN FRONT YARD FENCE, AND 61.6 FEET
 AW6769'NW OF WIRE FENCE OF PASTURE.
 AW6769'
 AW6769'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AW6769'DISKS SET IN CONCRETE.
 AW6769'
 AW6769'SURFACE MARK PROJECTS 6 INCHES ABOVE SURFACE.
 AW6769'
 AW6769'REFERENCE MARK NO. 1 PROJECTS 10 INCHES ABOVE SURFACE, IS IN
 AW6769'FENCE CORNER NE OF BUNGALOW, 20 FEET SW OF GATE OF LANE TO
 AW6769'RANCH YARD, 109 FEET FROM E CORNER AND 97 FEET FROM N CORNER OF
 AW6769'BUNGALOW, 1.9 FEET N OF FENCE CORNER, AND 81.12 FEET FROM
 AW6769'STATION, S 21 DEG 36 MIN W.
 AW6769'
 AW6769'REFERENCE MARK NO. 2 PROJECTS 10 INCHES ABOVE GROUND, IS
 AW6769'2.3 MILES S OF ENTRANCE TO RANCH PROPERTY, 0.35 MILE NW OF
 AW6769'RANCH HOUSE, 36.7 FEET SW OF CENTER LINE OF ROAD FROM ENTRANCE
 AW6769'TO HOUSE AND 0.35 MILE FROM STATION, N 33 DEG 47 MIN W.
 AW6769'COUNTY LINE MONUMENT NO. 22 IS 1/2 MILE FROM STATION,
 AW6769'
 AW6769'STATION REACHED FROM ALTA LOMA BY SHELL ROAD WHICH GOES S
 AW6769'BY POST OFFICE AND DEPOT.  FOLLOW IN GENERAL S DIRECTION 5.2
 AW6769'MILES FROM RAILROAD IN ALTA LOMA, TO END OF SHELL ROAD AT A
 AW6769'FARM HOUSE, AND CONTINUE ON 0.2 MILE TO GATE ON LEFT LEADING
 AW6769'INTO THE HUGHES RANCH.  FOLLOW THIS ROAD (LANE) 2.5 MILES
 AW6769'TO RANCH BUILDINGS, WHICH ARE IN A PROMINENT CLUMP OF TREES.
 AW6769
 AW6769                          STATION RECOVERY (1937)
 AW6769
 AW6769'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AW6769'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 AW6769'CONDITION.  NO ATTEMPT WAS MADE TO RECOVER REFERENCE MARK NO.
 AW6769'1.  THE FOLLOWING CHANGES TO BE MADE IN DESCRIPTION FOR LOCATING
 AW6769'STATION--STATION REACHED FROM ALTA LOMA (GALVESTON COUNTY)
 AW6769'BY SHELL ROAD WHICH GOES S BY POST OFFICE AND DEPOT, FOLLOW
 AW6769'S 3.8 MILES, TURN RIGHT, GO W 1.6 MILES, TURN SW, GO 1.2
 AW6769'MILES.  THE REMAINING DESCRIPTION, BEGINNING WITH TO END
 AW6769'OF SHELL ROAD AT FARM HOUSE IS SATISFACTORY.
 AW6769
 AW6769                          STATION RECOVERY (1949)
 AW6769
 AW6769'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1949 (WJW)
 AW6769'COUNTY LINE MONUMENT NO. 22 HAS BEEN BROKEN OFF.  OTHER
 AW6769'REFERENCES O.K.
 AW6769
 AW6769                          STATION RECOVERY (1958)
 AW6769
 AW6769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WST)
 AW6769'STATION AND REFERENCE MONUMENTS RECOVERED IN GOOD CONDITION.
 AW6769
 AW6769                          STATION RECOVERY (1960)
 AW6769
 AW6769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6769'THE STATION MARK, REFERENCE MARK AND AZIMUTH MARK WERE RECOVERED
 AW6769'IN GOOD CONDITION.  COUNTY LINE MONUMENT 22 HAS BEEN DESTROYED.
 AW6769'THE DISTANCE TO RM 1 WAS VERIFIED.  THE ORIGINAL DESCRIPTION
 AW6769'IS ADEQUATE WITH THE FOLLOWING ADDITIONS AND CORRECTIONS--
 AW6769'
 AW6769'THE HUGHES RANCH-HOUSE IS ABANDONED.  THE PROPERTY IS NOW
 AW6769'OWNED BY THE BRISCOE IRRIGATION CO.  THE OLD HUGHES RANCH-HOUSE
 AW6769'IS WIDELY KNOWN LOCALLY AND THE STATION SHOULD BE EASY TO
 AW6769'RECOVER ON ACCOUNT OF THIS LANDMARK.  THE STATION IS STAMPED
 AW6769'HUGHES 1931 AND PROJECTS 2 INCHES ABOVE THE GROUND.  AN IRON
 AW6769'FENCE POST WITH A WITNESS PLATE IS 1 FOOT EAST OF THE STATION.
 AW6769'
 AW6769'RM 1 IS SOUTHWEST OF THE STATION.  IT IS STAMPED HUGHES NO
 AW6769'1 1933 AND PROJECTS 4 INCHES ABOVE THE GROUND.  THE GATE
 AW6769'TO THE ENTRANCE OF THE RANCH YARD HAS BEEN DESTROYED.
 AW6769'
 AW6769'RM 2 IS NORTHWEST OF THE STATION, 200.0 FEET NORTHWEST OF A
 AW6769'WOODEN CULVERT IN ROADWAY, 40.0 FEET SOUTHWEST OF CENTERLINE
 AW6769'OF ROAD AND IN FENCE LINE JUST SOUTH OF A FENCE CORNER.  IT
 AW6769'IS STAMPED HUGHES NO 2 1931 AND PROJECTS 3 INCHES ABOVE THE
 AW6769'GROUND.
 AW6769
 AW6769                          STATION RECOVERY (1962)
 AW6769
 AW6769'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 AW6769'RECOVERED BY MILLER AND FISHER BOUNDARY SURVEYORS
 AW6769'
 AW6769'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AND
 AW6769'ADEQUATELY DESCRIBED.
 AW6769
 AW6769                          STATION RECOVERY (1963)
 AW6769
 AW6769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AW6769'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 AW6769'CONDITION.  LOCATED IN FRONT YARD OF THE OLD DESERTED RANCH
 AW6769'HOME WHICH WAS CONSTRUCTED OF LARGE LOG TIMBERS, 51.6 FEET
 AW6769'NORTHWEST OF FENCELINE, 59 FEET NORTH NORTHEAST OF A 6-INCH
 AW6769'PINE TREE, 167.8 FEET NORTH FROM THE NORTH CORNER OF OLD
 AW6769'RANCH HOUSE AND 2 FEET NORTHWEST OF STEEL WITNESS POST, PROJECTS
 AW6769'6 INCHES ABOVE THE SURFACE AND IS STAMPED HUGHES 1931.
 AW6769'
 AW6769'R.M. 1 PROJECTS 6 INCHES ABOVE THE SURFACE, STAMPED HUGHES
 AW6769'NO 1 1931
 AW6769'
 AW6769'R.M. 2 IS FLUSH WITH SURFACE, IN FENCELINE AT FENCE
 AW6769'INTERSECTION, 36.5 FEET FROM CENTER OF ROAD AND STAMPED
 AW6769'HUGHES NO 2 1931.
 AW6769'
 AW6769'TO REACH FROM RAILROAD DEPOT IN ALTA LOMA, GO SOUTH, WEST
 AW6769'AND SOUTHWEST ON FARM ROUTE 1561 FOR 6.5 MILES TO END OF
 AW6769'THE BLACK-TOP ROAD AT COUNTY LINE.  CONTINUE AHEAD ON SHELL
 AW6769'ROAD 0.2 MILE TO LOCKED GATE ON LEFT AND ACROSS THE MAIN
 AW6769'ROAD FROM RANCH HOUSE.  TURN LEFT THROUGH GATE AND FOLLOW
 AW6769'FARM ROAD SOUTHEASTERLY ALONG THE CANAL (DITCH) FOR 2.5 MILE
 AW6769'TO STATION ON LEFT, NORTH OF OLD RANCH HOUSE AND NORTHEAST
 AW6769'SIDE OF HALLS BAYOU.  NOTE--FOR ACCESS TO LOCKED GATE CONTACT
 AW6769'MR. COATS WHO FARMS THE LAND.
 AW6769
 AW6769                          STATION RECOVERY (1971)
 AW6769
 AW6769'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (LES)
 AW6769'RECOVERED BY TURNER COLLIR AND BRADEN
 AW6769'
 AW6769'HUGHES 1931-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0963 ***********************************************************************
 CB0963  DESIGNATION -  HUGHES
 CB0963  PID         -  CB0963
 CB0963  STATE/COUNTY-  TX/REAGAN
 CB0963  USGS QUAD   -  STILES (1970)
 CB0963
 CB0963                         *CURRENT SURVEY CONTROL
 CB0963  ___________________________________________________________________
 CB0963* NAD 83(1993)-  31 23 10.29624(N)    101 30 21.23503(W)     ADJUSTED  
 CB0963* NAVD 88     -       805.5    (meters)    2643.     (feet)  VERTCON   
 CB0963  ___________________________________________________________________
 CB0963  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CB0963  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CB0963
 CB0963  HORZ ORDER  -  FIRST
 CB0963
 CB0963.The horizontal coordinates were established by classical geodetic methods
 CB0963.and adjusted by the National Geodetic Survey in February 1996..
 CB0963
 CB0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0963
 CB0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0963
 CB0963.The geoid height was determined by GEOID03.
 CB0963
 CB0963;                    North         East     Units Scale Factor Converg.
 CB0963;SPC TX C     - 3,191,207.940   588,481.612   MT  0.99990421   -0 36 14.2
 CB0963;SPC TX C     -10,469,821.38  1,930,710.09   sFT  0.99990421   -0 36 14.2
 CB0963;UTM  14      - 3,475,118.146   261,706.243   MT  1.00030044   -1 18 20.5
 CB0963
 CB0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0963!SPC TX C     -   0.99987732  x   0.99990421  =   0.99978155
 CB0963!UTM  14      -   0.99987732  x   1.00030044  =   1.00017773
 CB0963
 CB0963|---------------------------------------------------------------------|
 CB0963| PID    Reference Object                     Distance      Geod. Az  |
 CB0963|                                                           dddmmss.s |
 CB0963| CH9617 HUGHES RM 1                         154.229 METERS 00359     |
 CB0963| CI0290 RED WINDMILL                                       0770825.8 |
 CB0963| CH9618 HUGHES RM 2                          61.601 METERS 09954     |
 CB0963| CB0965 OIL DERRICK                         APPROX. 6.6 KM 2055459.3 |
 CB0963|---------------------------------------------------------------------|
 CB0963
 CB0963                          SUPERSEDED SURVEY CONTROL
 CB0963
 CB0963  NAD 83(1986)-  31 23 10.30555(N)    101 30 21.22170(W) AD(       ) 1
 CB0963  NAD 27      -  31 23 09.77300(N)    101 30 19.80100(W) AD(       ) 1
 CB0963  NGVD 29 (07/19/86)  805.2    (m)         2642.     (f) VERT ANG       
 CB0963
 CB0963.Superseded values are not recommended for survey control.
 CB0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0963.See file dsdata.txt to determine how the superseded data were derived.
 CB0963
 CB0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV6170675118(NAD 83)
 CB0963_MARKER: DS = TRIANGULATION STATION DISK
 CB0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0963
 CB0963  HISTORY     - Date     Condition        Report By
 CB0963  HISTORY     - 1932     MONUMENTED       CGS
 CB0963  HISTORY     - 1937     GOOD             TXHD
 CB0963  HISTORY     - 1971     GOOD             USAF
 CB0963
 CB0963                          STATION DESCRIPTION
 CB0963
 CB0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CB0963'THREE AND ONE-HALF MILES E AND 1.0 MILE S OF STILES, ON HIGH
 CB0963'POINT OF RIDGE ON RANCH OWNED BY DUANE HUGHES OF SAN ANGELO
 CB0963'AND LEASED BY MR. ELROD, 197 FEET W OF THE CENTER OF THE ROAD,
 CB0963'187 FEET W OF PIPE LINE, AND 506 FEET S OF AN E-W FENCE LINE.
 CB0963'
 CB0963'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CB0963'DISKS SET IN CONCRETE.
 CB0963'
 CB0963'SURFACE MARK PROJECTS 8 INCHES ABOVE THE GROUND.
 CB0963'
 CB0963'REFERENCE MARK NO. 1 PROJECTS 8 INCHES ABOVE THE GROUND, IS
 CB0963'1 FOOT S OF THE E-W FENCE LINE, 250 FEET W OF GATE, AND 506
 CB0963'FEET FROM STATION N 03 DEG 58 MIN E.
 CB0963'
 CB0963'REFERENCE MARK NO. 2 PROJECTS 7 INCHES ABOVE THE GROUND, IS
 CB0963'47.5 FEET N OF THE NEAREST TELEPHONE POLE, 15 FEET E OF PIPE
 CB0963'LINE, 7 FEET E OF CENTER OF ROAD, 600 FEET S OF GATE IN FENCE,
 CB0963'AND 202.10 FEET FROM STATION, S 80 DEG 07 MIN E.
 CB0963'
 CB0963'OTHER BEARINGS FROM STATION ARE--OIL DERRICK, 4 MILES DISTANT,
 CB0963'S 25 DEG 55 MIN W.  RED WINDMILL, 1/4 MILE DISTANT, N 77 DEG 08 MIN E.
 CB0963'
 CB0963'TO REACH THE STATION FROM STILES SCHOOLHOUSE, GO 6.1 MILES
 CB0963'ON MAIN ROAD TOWARD BIG LAKE TO A POINT WHERE ROAD TURNS SHARPLY
 CB0963'TO THE RIGHT AND TO A LARGE, RED, WOODEN GATE.  GO THROUGH
 CB0963'GATE, TURN LEFT AND FOLLOW FENCE LINE BACK TO THE W TO TELEPHONE
 CB0963'AND PIPE LINES.  TURN RIGHT ALONG TELEPHONE LINE AND GO 1.8
 CB0963'MILES TO STATION.
 CB0963
 CB0963                          STATION RECOVERY (1937)
 CB0963
 CB0963'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0963'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 CB0963'AS DESCRIBED.  DESCRIPTION FOR LOCATING STATION IS SATISFACTORY.
 CB0963
 CB0963                          STATION RECOVERY (1971)
 CB0963
 CB0963'RECOVERY NOTE BY US AIR FORCE 1971
 CB0963'STATION, R.M. 1, AND R.M. 2 RECOVERED IN GOOD CONDITION.
 CB0963'
 CB0963'NEW ROUTE DESCRIPTION FOLLOWS--
 CB0963'
 CB0963'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY 67 AND STATE
 CB0963'ROAD 137 ON THE WEST SIDE OF BIG LAKE, TX, GO NORTH ON STATE
 CB0963'ROAD 137 FOR 12.2 MILES TO WHERE STATE ROAD 137 TURNS WEST,
 CB0963'CONTINUE NORTH ON RANCH ROAD 33 FOR 1.95 MILES TO A SIDE
 CB0963'ROAD LEFT AND SIGN PHILLIPS PETROLEUM CO., STILES BOOSTER.
 CB0963'TURN LEFT (WEST) ON SIDE ROAD FOR 0.5 MILE TO A SIDE ROAD AND
 CB0963'CATTLEGUARD ON THE LEFT.  TURN LEFT (SOUTH) ON SIDE ROAD FOR
 CB0963'500 FEET TO THE STATION ON THE RIGHT, 200 FEET WEST OF THE
 CB0963'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1235 ***********************************************************************
 CT1235  DESIGNATION -  HUGHES
 CT1235  PID         -  CT1235
 CT1235  STATE/COUNTY-  TX/STEPHENS
 CT1235  USGS QUAD   -  BRAD (1979)
 CT1235
 CT1235                         *CURRENT SURVEY CONTROL
 CT1235  ___________________________________________________________________
 CT1235* NAD 83(1993)-  32 51 18.41833(N)    098 35 15.11830(W)     ADJUSTED  
 CT1235* NAVD 88     -       395.8    (meters)    1299.     (feet)  VERTCON   
 CT1235  ___________________________________________________________________
 CT1235  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CT1235  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 CT1235
 CT1235  HORZ ORDER  -  THIRD
 CT1235
 CT1235.The horizontal coordinates were established by classical geodetic methods
 CT1235.and adjusted by the National Geodetic Survey in February 1996..
 CT1235
 CT1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1235
 CT1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1235
 CT1235.The geoid height was determined by GEOID03.
 CT1235
 CT1235;                    North         East     Units Scale Factor Converg.
 CT1235;SPC TXNC     - 2,131,790.246   591,807.426   MT  0.99987847   -0 02 51.9
 CT1235;SPC TXNC     - 6,994,048.50  1,941,621.53   sFT  0.99987847   -0 02 51.9
 CT1235;UTM  14      - 3,635,300.665   538,593.952   MT  0.99961837   +0 13 25.6
 CT1235
 CT1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1235!SPC TXNC     -   0.99994248  x   0.99987847  =   0.99982095
 CT1235!UTM  14      -   0.99994248  x   0.99961837  =   0.99956087
 CT1235
 CT1235                          SUPERSEDED SURVEY CONTROL
 CT1235
 CT1235  NAD 83(1993)-  32 51 18.41929(N)    098 35 15.11146(W) AD(       ) 3
 CT1235  NAD 83(1986)-  32 51 18.42374(N)    098 35 15.10517(W) AD(       ) 3
 CT1235  NGVD 29 (04/15/93)  395.7    (m)         1298.     (f) VERT ANG       
 CT1235
 CT1235.Superseded values are not recommended for survey control.
 CT1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1235.See file dsdata.txt to determine how the superseded data were derived.
 CT1235
 CT1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3859435301(NAD 83)
 CT1235_MARKER: H = DRILL HOLE
 CT1235_SETTING: 80 = SET IN A BOULDER
 CT1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1235+STABILITY: SURFACE MOTION
 CT1235
 CT1235  HISTORY     - Date     Condition        Report By
 CT1235  HISTORY     - 1923     MONUMENTED       USGS
 CT1235
 CT1235                          STATION DESCRIPTION
 CT1235
 CT1235'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 CT1235'ON J. K. P. HUGHES LAND, ABOUT 12 MI. (BY RD.) NE. OF CADDO POST
 CT1235'OFFICE AT EASTERN END OF SMALL LONE RIDGE ABOUT 200 YDS. LONG E.
 CT1235'AND W., AND ABOUT 100 YDS. N. OF THE HUGHES HOUSE.
 CT1235'
 CT1235'STATION MARK--DRILL HOLE, CROSS AND USGS ON AN IRREGULAR-SHAPED
 CT1235'SOFT SAND ROCK ABOUT 8 IN. THICK AND 4 FT. ACROSS, LYING ON THE
 CT1235'SURFACE NEAR THE EASTERN END OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1182 ***********************************************************************
 CR1182  DESIGNATION -  HUGHES RESET
 CR1182  PID         -  CR1182
 CR1182  STATE/COUNTY-  TX/CASS
 CR1182  USGS QUAD   -  LONE STAR (1962)
 CR1182
 CR1182                         *CURRENT SURVEY CONTROL
 CR1182  ___________________________________________________________________
 CR1182* NAD 83(1993)-  32 59 11.21143(N)    094 38 37.31196(W)     ADJUSTED  
 CR1182* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 CR1182  ___________________________________________________________________
 CR1182  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CR1182  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CR1182
 CR1182  HORZ ORDER  -  THIRD
 CR1182
 CR1182.The horizontal coordinates were established by classical geodetic methods
 CR1182.and adjusted by the National Geodetic Survey in February 1996..
 CR1182
 CR1182.The orthometric height was scaled from a topographic map.
 CR1182
 CR1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1182
 CR1182.The geoid height was determined by GEOID03.
 CR1182
 CR1182;                    North         East     Units Scale Factor Converg.
 CR1182;SPC TXNC     - 2,152,963.963   960,312.316   MT  0.99987327   +2 06 11.5
 CR1182;SPC TXNC     - 7,063,515.94  3,150,624.66   sFT  0.99987327   +2 06 11.5
 CR1182;UTM  15      - 3,650,984.097   346,420.487   MT  0.99989083   -0 53 42.3
 CR1182
 CR1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1182!SPC TXNC     -   0.99998081  x   0.99987327  =   0.99985408
 CR1182!UTM  15      -   0.99998081  x   0.99989083  =   0.99987164
 CR1182
 CR1182:                Primary Azimuth Mark                     Grid Az
 CR1182:SPC TXNC     -  HUGHES SPRINGS MUNICIPAL TANK            039 28 19.0
 CR1182:UTM  15      -  HUGHES SPRINGS MUNICIPAL TANK            042 28 12.8
 CR1182
 CR1182|---------------------------------------------------------------------|
 CR1182| PID    Reference Object                     Distance      Geod. Az  |
 CR1182|                                                           dddmmss.s |
 CR1182| DM1264 HUGHES SPRINGS MUNICIPAL TANK       APPROX. 2.2 KM 0413430.5 |
 CR1182| CX6518 HUGHES AZ MK                                       0554412.3 |
 CR1182| CX6519 HUGHES RM 1                          40.127 METERS 09645     |
 CR1182| CX6521 HUGHES RM 3                          23.099 METERS 10118     |
 CR1182| CR1177 AVINGER MUNICIPAL TANK              APPROX.12.8 KM 1390203.0 |
 CR1182| CX6520 HUGHES RM 2                          34.342 METERS 19948     |
 CR1182| CR1188 LONE STAR HUMBLE OIL RAD MAST       APPROX. 9.5 KM 2141740.3 |
 CR1182| CR1185 LONE STAR STEEL CO ORE PLT STK      APPROX. 5.7 KM 2172233.0 |
 CR1182| CR1184 LONE STAR STEEL CO STACK            APPROX. 9.8 KM 2223058.3 |
 CR1182| CR1183 LONE STAR MUNICIPAL TANK            APPROX. 7.2 KM 2372346.9 |
 CR1182| AI0719 HUGHES AZ MK 2                                     2774328.2 |
 CR1182|---------------------------------------------------------------------|
 CR1182
 CR1182                          SUPERSEDED SURVEY CONTROL
 CR1182
 CR1182  NAD 83(1993)-  32 59 11.21631(N)    094 38 37.30306(W) AD(       ) 3
 CR1182  NAD 83(1986)-  32 59 11.21627(N)    094 38 37.30042(W) AD(       ) 3
 CR1182  NAD 27      -  32 59 10.75290(N)    094 38 36.56430(W) AD(       ) 3
 CR1182
 CR1182.Superseded values are not recommended for survey control.
 CR1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1182.See file dsdata.txt to determine how the superseded data were derived.
 CR1182
 CR1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS4642050984(NAD 83)
 CR1182_MARKER: DS = TRIANGULATION STATION DISK
 CR1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1182_STAMPING: HUGHES 1958 1969
 CR1182_MARK LOGO: CGS   
 CR1182_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1182+STABILITY: SURFACE MOTION
 CR1182
 CR1182  HISTORY     - Date     Condition        Report By
 CR1182  HISTORY     - 1969     MONUMENTED       CGS
 CR1182  HISTORY     - 19850517 SEE DESCRIPTION  NGS
 CR1182  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CR1182
 CR1182                          STATION DESCRIPTION
 CR1182
 CR1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CR1182'THE SURFACE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND
 CR1182'TO BE DESTROYED.  THE UNDERGROUND STATION MARK, REFERENCE
 CR1182'MARK NO. 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 CR1182'THE SUB-STATION MARK WAS HELD THEN LOWERED IN ITS ORIGINAL
 CR1182'POSITION.  A SURFACE STATION MARK WAS SET DIRECTLY ABOVE
 CR1182'THE UNDERGROUND MARK AND ONE NEW REFERENCE MARK SET.
 CR1182'
 CR1182'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT
 CR1182'1 MILE SOUTHWEST OF HUGHES SPRINGS, ALONG THE NORTH RIGHT-OF-WAY
 CR1182'OF FM HIGHWAY 250.
 CR1182'
 CR1182'TO REACH STATION FROM THE JUNCTION OF STATE ROUTES 11, 49
 CR1182'AND FM HIGHWAY 250 IN HUGHES SPRINGS, GO SOUTH AND WEST ON
 CR1182'FM HIGHWAY 250 FOR 1.15 MILES TO STATION ON THE RIGHT.  CONTINUE
 CR1182'ON THE HIGHWAY 0.25 MILE TO AZIMUTH MARK ON THE RIGHT.
 CR1182'
 CR1182'STATION MARKS ARE STANDARD DISKS, STAMPED HUGHES 1958 1969.
 CR1182'THE SURFACE DISK IS SET IN A 10 IN X 10 IN CONCRETE POST
 CR1182'FLUSH WITH THE SURFACE OF GROUND.  IT IS 51.5 FEET NORTH
 CR1182'OF THE HIGHWAY CENTER LINE, 51 FEET SOUTH-SOUTHEAST OF THE
 CR1182'SOUTHEAST CORNER OF A HOUSE, 20 FEET NORTHEAST OF A DRIVEWAY
 CR1182'AND 10.3 FEET SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 CR1182'MARKER.  THE UNDERGROUND DISK IS SET IN A ROUND CONCRETE
 CR1182'POST 40 INCHES BELOW THE SURFACE OF GROUND.
 CR1182'
 CR1182'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED HUGHES NO 2
 CR1182'1958, IS SET IN AN 8 IN X 8 IN CONCRETE POST FLUSH WITH THE
 CR1182'SURFACE OF GROUND.  IT IS 60.5 FEET SOUTH OF THE HIGHWAY
 CR1182'CENTER LINE, 26 FEET WEST OF THE CENTER OF A DRIVEWAY, AND
 CR1182'1.5 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 CR1182'
 CR1182'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED HUGHES 1958
 CR1182'NO 3 1969, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 CR1182'WITH THE SURFACE OF GROUND.  IT IS 54 FEET NORTH OF THE HIGHWAY
 CR1182'CENTER LINE, 59 FEET NORTHWEST OF A LONE PINE TREE AND 5 FEET
 CR1182'WEST OF A POWER LINE POLE.
 CR1182'
 CR1182'AZIMUTH MARK, A STANDARD DISK, STAMPED HUGHES 1958 RESET
 CR1182'1962, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CR1182'3 INCHES ABOVE GROUND.  IT IS 70 FEET NORTHWEST OF THE HIGHWAY
 CR1182'CENTER LINE, 88 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 CR1182'A HOUSE, 25 FEET NORTH OF THE CENTER OF A DRIVEWAY, 4 FEET
 CR1182'EAST OF A POWER LINE POLE, AND 1.6 FEET NORTH OF A METAL
 CR1182'WITNESS POST.
 CR1182'
 CR1182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1
 CR1182'MILE SOUTHWEST OF HUGHES SPRING
 CR1182
 CR1182                          STATION RECOVERY (1985)
 CR1182
 CR1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 CR1182'THE STATION IS TO BE DESTROYED BY ROAD CONSTRUCTION IN THE NEAR
 CR1182'FUTURE.  DURING GRADING.  A NEW STATION---HUGHES 2---WAS ESTABLISHED
 CR1182'AT THIS TIME.
 CR1182
 CR1182                          STATION RECOVERY (1988)
 CR1182
 CR1182'RECOVERY NOTE BY US POWER SQUADRON 1988 (JFA)
 CR1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1264 ***********************************************************************
 DM1264  DESIGNATION -  HUGHES SPRINGS MUNICIPAL TANK
 DM1264  PID         -  DM1264
 DM1264  STATE/COUNTY-  TX/CASS
 DM1264  USGS QUAD   -  DAINGERFIELD (1980)
 DM1264
 DM1264                         *CURRENT SURVEY CONTROL
 DM1264  ___________________________________________________________________
 DM1264* NAD 83(1993)-  33 00 04.67485(N)    094 37 41.02576(W)     ADJUSTED  
 DM1264* NAVD 88     -                                                        
 DM1264  ___________________________________________________________________
 DM1264  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 DM1264  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DM1264
 DM1264  HORZ ORDER  -  THIRD
 DM1264
 DM1264.The horizontal coordinates were established by classical geodetic methods
 DM1264.and adjusted by the National Geodetic Survey in February 1996..
 DM1264
 DM1264
 DM1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1264
 DM1264.The geoid height was determined by GEOID03.
 DM1264
 DM1264;                    North         East     Units Scale Factor Converg.
 DM1264;SPC TXNC     - 2,154,663.404   961,711.829   MT  0.99987301   +2 06 42.2
 DM1264;SPC TXNC     - 7,069,091.52  3,155,216.23   sFT  0.99987301   +2 06 42.2
 DM1264;UTM  15      - 3,652,608.029   347,907.002   MT  0.99988522   -0 53 12.9
 DM1264
 DM1264                          SUPERSEDED SURVEY CONTROL
 DM1264
 DM1264  NAD 83(1993)-  33 00 04.67900(N)    094 37 41.01795(W) AD(       ) 4
 DM1264  NAD 83(1986)-  33 00 04.67964(N)    094 37 41.01427(W) AD(       ) 4
 DM1264  NAD 27      -  33 00 04.21700(N)    094 37 40.27900(W) AD(       ) 3
 DM1264
 DM1264.Superseded values are not recommended for survey control.
 DM1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1264.See file dsdata.txt to determine how the superseded data were derived.
 DM1264
 DM1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS4790752608(NAD 83)
 DM1264_MARKER: 53 = ELEVATED TANK
 DM1264
 DM1264  HISTORY     - Date     Condition        Report By
 DM1264  HISTORY     - 1958     FIRST OBSERVED   CGS
 DM1264
 DM1264                          STATION DESCRIPTION
 DM1264
 DM1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1264'THE STATION IS LOCATED ABOUT THREE BLOCKS NORTHEAST OF THE
 DM1264'BUSINESS DISTRICT IN HUGHES SPRINGS.  IT IS 90 FEET SOUTH
 DM1264'OF EAST TOWER STREET AND 57 FEET EAST OF NORTH KEASLER STREET.
 DM1264'THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX
 DM1264'AND IS PAINTED SILVER IN COLOR.  IT IS SUPPORTED BY A 4
 DM1264'LEGGED STEEL STRUCTURE AND HAS AN OVER ALL HEIGHT OF 125
 DM1264'FEET.
 DM1264'
 DM1264'THE BALL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1785 ***********************************************************************
 AY1785  DESIGNATION -  HUGO
 AY1785  PID         -  AY1785
 AY1785  STATE/COUNTY-  TX/HAYS
 AY1785  USGS QUAD   -  DEVILS BACKBONE (1989)
 AY1785
 AY1785                         *CURRENT SURVEY CONTROL
 AY1785  ___________________________________________________________________
 AY1785* NAD 83(1993)-  29 56 24.76751(N)    098 08 35.93279(W)     ADJUSTED  
 AY1785* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 AY1785  ___________________________________________________________________
 AY1785  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 AY1785  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AY1785
 AY1785  HORZ ORDER  -  FIRST
 AY1785
 AY1785.The horizontal coordinates were established by classical geodetic methods
 AY1785.and adjusted by the National Geodetic Survey in February 1996..
 AY1785
 AY1785.The orthometric height was scaled from a topographic map.
 AY1785
 AY1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1785
 AY1785.The geoid height was determined by GEOID03.
 AY1785
 AY1785;                    North         East     Units Scale Factor Converg.
 AY1785;SPC TXSC     - 4,233,804.940   682,700.435   MT  0.99991888   +0 25 10.9
 AY1785;SPC TXSC     -13,890,408.37  2,239,826.34   sFT  0.99991888   +0 25 10.9
 AY1785;SPC TX C     - 3,032,406.703   911,430.591   MT  1.00005178   +1 07 40.8
 AY1785;SPC TX C     - 9,948,820.99  2,990,251.86   sFT  1.00005178   +1 07 40.8
 AY1785;UTM  14      - 3,312,469.020   582,676.358   MT  0.99968433   +0 25 39.3
 AY1785
 AY1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1785!SPC TXSC     -   0.99995179  x   0.99991888  =   0.99987067
 AY1785!SPC TX C     -   0.99995179  x   1.00005178  =   1.00000357
 AY1785!UTM  14      -   0.99995179  x   0.99968433  =   0.99963613
 AY1785
 AY1785|---------------------------------------------------------------------|
 AY1785| PID    Reference Object                     Distance      Geod. Az  |
 AY1785|                                                           dddmmss.s |
 AY1785| CV5227 HUGO RM 1                            23.910 METERS 08137     |
 AY1785| CV5226 HUGO AZ MK                                         2292434.0 |
 AY1785| CV3872 HUGO RM DRILL HOLE W                 29.751 METERS 29347     |
 AY1785| CV5228 HUGO RM 2                            18.103 METERS 30333     |
 AY1785|---------------------------------------------------------------------|
 AY1785
 AY1785                          SUPERSEDED SURVEY CONTROL
 AY1785
 AY1785  NAD 83(1986)-  29 56 24.77749(N)    098 08 35.91482(W) AD(       ) 1
 AY1785  NAD 27      -  29 56 24.00200(N)    098 08 34.87900(W) AD(       ) 1
 AY1785
 AY1785.Superseded values are not recommended for survey control.
 AY1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1785.See file dsdata.txt to determine how the superseded data were derived.
 AY1785
 AY1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU8267612469(NAD 83)
 AY1785_MARKER: N = NAIL
 AY1785_SETTING: 0 = UNSPECIFIED SETTING
 AY1785
 AY1785  HISTORY     - Date     Condition        Report By
 AY1785  HISTORY     - 1903     MONUMENTED       CGS
 AY1785  HISTORY     - 1935     GOOD             CGS
 AY1785  HISTORY     - 1937     GOOD             TXHD
 AY1785  HISTORY     - 1956     GOOD             CGS
 AY1785  HISTORY     - 1959     GOOD             AMS
 AY1785  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY1785
 AY1785                          STATION DESCRIPTION
 AY1785
 AY1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (WHB)
 AY1785'STATION IS 2 MILES BY ROAD NW OF HUGO, ABOUT 15 MILES BY ROAD
 AY1785'W OF SAN MARCOS, ABOUT 1/2 MILE N OF THE SAN MARCOS, HUGO,
 AY1785'AND BLANCO CITY WAGON ROAD, ABOUT 200 PACES S 73 DEG W.  (TRUE)
 AY1785'FROM THE PLACE WHERE THE ROAD FROM WIMBERLEY TO HUGO, ON
 AY1785'CROSSING THE RIDGE, PASSES AROUND THE LAST DRAW, WHICH IS VERY
 AY1785'LARGE AND EXTENDS EASTWARD, AND ABOUT 300 PACES N 87 DEG W
 AY1785'(TRUE) FROM WHERE THIS ROAD MEETS AND FOLLOWS CLOSELY THE
 AY1785'E PROPERTY LINE FENCE ON THE TOP OF THE RIDGE.  THE STATION
 AY1785'IS ABOUT 1/2 MILE TO THE NORTHWARD OF THE HOUSE OF MR. ROLFE,
 AY1785'IN THE WILLIAMSON PASTURE, ON A HILL COVERED WITH CEDAR AND
 AY1785'OAK AND PLENTY OF ROCKS, KNOWN AS THE DEVILS BACKBONE, NEAR
 AY1785'THE SE EDGE OF A RATHER OPEN BUT EXCEEDINGLY ROCKY CLEARING.
 AY1785'THE STATION CAN PROBABLY ALWAYS BE FOUND BY THE SEVEN
 AY1785'VERY LARGE PILES OF ROCKS WHICH WERE USED AS ANCHORS TO THE
 AY1785'LEGS OF THE TOWER.
 AY1785'
 AY1785'SURFACE MARK IS NAIL IN IRON PIPE SET IN CONCRETE.
 AY1785'
 AY1785'UNDERGROUND MARK IS NAIL SET IN CONCRETE IN SOLID ROCK.
 AY1785'
 AY1785'REFERENCE MARK IS DRILL HOLE IN ROCK, AND IS ON THE HIGHEST
 AY1785'POINT OF A LARGE ROCK WHOSE TOP IS FROM 6 TO 8 INCHES ABOVE THE
 AY1785'NEIGHBORING ROCKS AND 2.4 FEET HIGHER THAN THE STATION.  IT
 AY1785'IS 29.751 METERS (97.61 FEET) FROM THE STATION
 AY1785'N 66 DEG 11 MIN W. THE REFERENCE MARK IS WITNESSED BY THREE
 AY1785'NAILS DRIVEN IN A BLAZE 1-1/2 FEET ABOVE THE GROUND ON A
 AY1785'CEDAR TREE (6 INCHES IN DIAMETER AT THE BLAZE) WHICH IS N
 AY1785'76 DEG 30 MIN E (TRUE), AND 3.51 METERS (11.5 FEET) FROM THE
 AY1785'REFERENCE MARK.  DISTANCES AND BEARINGS TO VARIOUS POINTS
 AY1785'ARE--W CHIMNEY OF MR. WILLIAMSONS HOUSE, 1 MILE
 AY1785'S 63 DEG 11 MIN W.  W GABLE OF OLD DESERTED HOUSE, 3/4 MILE,
 AY1785'S 50 DEG 28 MIN E.  CENTER OF THE TOWER OF MR. ROLFES
 AY1785'WINDMILL, 1/2 MILE, S 32 DEG 08 MIN E.  EAST TWIN SISTER
 AY1785'PEAK, N 18 DEG 42 MIN E.  W EDGE OF THE STONE
 AY1785'BUILDING, WIMBERLY POST OFFICE, N 35 DEG 42 MIN E.  THREE
 AY1785'NAILS WERE DRIVEN INTO A BLAZE ABOUT 2 FEET FROM THE GROUND
 AY1785'IN THE N HALF OF A DOUBLE SPANISH OAK TREE, WHICH BEARS S
 AY1785'52 DEG W (TRUE) AND IS 20.62 METERS (67.7 FEET) FROM THE
 AY1785'STATION.  ELEVATION OF STATION, 401.6 METERS (1,318 FEET).
 AY1785
 AY1785                          STATION RECOVERY (1935)
 AY1785
 AY1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AY1785'STATION WAS FOUND AS DESCRIBED, AND IN FAIR CONDITION.  THE
 AY1785'CONCRETE OF THE STATION MARK IS SOMEWHAT CHIPPED, BUT THE
 AY1785'STATION IS STILL SEVICEABLE.  THE STATION IS LOCATED AS DESCRIBED.
 AY1785'THE SEVEN LARGE PILES OF ROCKS DESCRIBED HAVE BEEN SCATTERED,
 AY1785'BUT ARE STILL SOMEWHAT CONSPICUOUS.  THE REFERENCE MARK WAS
 AY1785'RECOVERED, AND IS IN EXCELLENT CONDITION.  IT IS LOCATED ABOUT
 AY1785'11 FEET W OF A 10-INCH CEDAR TREE ABOUT 32 YARDS W OF THE
 AY1785'STATION.  THE LAND THE STATION IS ON IS NOW OWNED BY JAKE
 AY1785'TALLY.  THE HOUSE DESCRIBED AS OCCUPIED BY MR. ROLFE IS
 AY1785'NOW OCCUPIED BY O.C.  SAMPSON.  IT WAS FORMERLY OCCUPIED BY
 AY1785'ERNST RAUCH AND NOT ROLFE AS DESCRIBED.  TO REACH THIS STATION
 AY1785'FROM SAN MARCOS, TAKE STATE HIGHWAY 80 TOWARD WIMBERLEY,
 AY1785'DISTANCE 10.4 MILES FROM THE INTERSECTION OF STATE
 AY1785'HIGHWAYS 80 AND 81 TO CLAYTONS STORE, A ROCK BUILDING ON
 AY1785'THE LEFT OF THE HIGHWAY.  TAKE THE ROAD TURNING LEFT AT
 AY1785'THIS STORE, AND GO TO SECOND HOUSE ON THE RIGHT SIDE
 AY1785'OF THIS ROAD, DISTANCE 3.1 MILES.  THIS IS SAMPSONS
 AY1785'HOUSE.  THERE IS A VERY ROUGH ROAD LEADING FROM
 AY1785'SAMPSONS HOUSE, UP THE MOUNTAIN, TO THE STATION.
 AY1785
 AY1785                          STATION RECOVERY (1937)
 AY1785
 AY1785'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1785'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  CONCRETE
 AY1785'OF STATION MARKER IS DETERIORATING.  U.S. OF U.S.C. AND G.S.
 AY1785'1903 IS GONE.  REFERENCE MARK IS DRILL HOLE IN 3-INCH
 AY1785'TRIANGLE.  WITNESS TO REFERENCE MARK IN GOOD CONDITION.  A
 AY1785'NEW DESCRIPTION IS HEREWITH GIVEN--BEGIN AT INTERSECTION OF
 AY1785'STATE HIGHWAYS 80 AND 2 IN SAN MARCOS AND GO NW ON STATE
 AY1785'HIGHWAY 80 FOR 10.5 MILES TO A TEXACO FILLING STATION AND
 AY1785'COUNTY ROAD SW.  GO SW 2.65 MILES TO ROAD FORK.  GO NW 0.6
 AY1785'MILE TO HOME OF O.C. SAMPSON ON THE RIGHT.  LEAVE COUNTY
 AY1785'ROAD AND PROCEED OVER ROUGH TRAIL NNW 0.45 MILE TO YELLOW
 AY1785'GATE.  GO WSW 363 FEET WITH FENCE.  THENCE THROUGH WOODS N
 AY1785'23 DEG W (MAGNETIC BEARING) 891 FEET TO STATION.  HILL ON
 AY1785'WHICH STATION IS LOCATED IS NOW CALLED TOWER HILL.
 AY1785
 AY1785                          STATION RECOVERY (1956)
 AY1785
 AY1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1785'THE STATION MARK AND DRILL HOLE (R.M.) WERE RECOVERED AS DESCRIBED
 AY1785'AND FOUND TO BE IN GOOD CONDITION.  STANDARD REFERENCE MARKS
 AY1785'1 AND 2, AND A NEW AZIMUTH MARK WERE ESTABLISHED.  A NEW
 AY1785'DESCRIPTION FOLLOWS--
 AY1785'
 AY1785'THE STATION IS ABOUT 19 MILES SOUTHEAST OF BLANCO, 11 MILES
 AY1785'WEST-NORTHWEST OF SAN MARCOS, 5 MILES SOUTHWEST OF WIMBERLEY,
 AY1785'1/2 MILE NORTH OF RANCH ROAD 32, 18 FEET WEST OF THE CENTER
 AY1785'OF A TRACK ROAD AND 8 FEET SOUTHWEST OF A 4 IN X 4 IN WHITE
 AY1785'WITNESS POST.
 AY1785'
 AY1785'TO REACH THE STATION FROM THE POST OFFICE IN WIMBERLEY, GO
 AY1785'SOUTHERLY ON RANCH ROAD 12 FOR 5.0 MILES TO THE JUNCTION OF
 AY1785'RANCH ROAD 32, TURN RIGHT AND GO WEST ON RANCH ROAD 32 FOR
 AY1785'6.1 MILES TO A METAL GATE ON THE RIGHT (0.3 MILE BEFORE
 AY1785'REACHING A SERVICE STATION AND STORE ON THE LEFT), TURN RIGHT,
 AY1785'PASSING THROUGH THE GATE, AND GO NORTHERLY FOR 0.3 MILE TO
 AY1785'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTH FOR
 AY1785'0.3 MILE TO THE STATION ON THE LEFT.
 AY1785'
 AY1785'THE STATION MARK IS A NAIL SET IN A CONCRETE-FILLED PIPE
 AY1785'WHICH IS IN TURN EMBEDDED IN A CONCRETE POST WHICH IS FLUSH
 AY1785'WITH THE GROUND.
 AY1785'
 AY1785'REFERENCE MARK 1 IS 60 FEET EAST OF THE CENTER OF THE TRACK
 AY1785'ROAD.  THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 AY1785'HUGO NO 1 1903.
 AY1785'
 AY1785'REFERENCE MARK 2 IS 68 FEET WEST OF THE CENTER OF THE TRACK
 AY1785'ROAD.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 AY1785'HUGO NO 2 1903.
 AY1785'
 AY1785'THE AZIMUTH MARK IS 161 FEET NORTHWEST OF THE CENTER OF THE
 AY1785'TRACK ROAD AND 4 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS
 AY1785'POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1785'STAMPED HUGO 1956.
 AY1785'
 AY1785'HEIGHT OF LIGHT PLATE - 14 METERS.
 AY1785
 AY1785                          STATION RECOVERY (1959)
 AY1785
 AY1785'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 AY1785'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 AY1785'AS DESCRIBED.
 AY1785'
 AY1785'IT IS LOCATED 18 FEET WEST OF THE CENTER LINE OF TRACK ROAD,
 AY1785'AND SET FLUSH WITH GROUND.
 AY1785
 AY1785                          STATION RECOVERY (1999)
 AY1785
 AY1785'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1493 ***********************************************************************
 AH1493  DESIGNATION -  HUISACHE WINDMILL
 AH1493  PID         -  AH1493
 AH1493  STATE/COUNTY-  TX/KLEBERG
 AH1493  USGS QUAD   -  RIVIERA BEACH NE (1975)
 AH1493
 AH1493                         *CURRENT SURVEY CONTROL
 AH1493  ___________________________________________________________________
 AH1493* NAD 83(1993)-  27 29 08.11831(N)    097 36 30.56632(W)     ADJUSTED  
 AH1493* NAVD 88     -                                                        
 AH1493  ___________________________________________________________________
 AH1493  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AH1493  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AH1493
 AH1493  HORZ ORDER  -  THIRD
 AH1493
 AH1493.The horizontal coordinates were established by classical geodetic methods
 AH1493.and adjusted by the National Geodetic Survey in February 1996..
 AH1493
 AH1493
 AH1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1493
 AH1493.The geoid height was determined by GEOID03.
 AH1493
 AH1493;                    North         East     Units Scale Factor Converg.
 AH1493;SPC TX S     - 5,201,834.831   388,096.553   MT  0.99993041   +0 24 17.1
 AH1493;SPC TX S     -17,066,353.11  1,273,280.11   sFT  0.99993041   +0 24 17.1
 AH1493;UTM  14      - 3,040,991.017   637,468.725   MT  0.99983327   +0 38 32.3
 AH1493
 AH1493                          SUPERSEDED SURVEY CONTROL
 AH1493
 AH1493  NAD 83(1986)-  27 29 08.13008(N)    097 36 30.54200(W) AD(       ) 4
 AH1493  NAD 27      -  27 29 06.99500(N)    097 36 29.56200(W) AD(       ) 3
 AH1493
 AH1493.Superseded values are not recommended for survey control.
 AH1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1493.See file dsdata.txt to determine how the superseded data were derived.
 AH1493
 AH1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3746940991(NAD 83)
 AH1493_MARKER: 66 = WINDMILL
 AH1493
 AH1493  HISTORY     - Date     Condition        Report By
 AH1493  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1493
 AH1493                          STATION DESCRIPTION
 AH1493
 AH1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1493'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 6.75 MILES
 AH1493'WSW OF LAURELES, ABOUT 1.75 MILES SSE OF NAVY LANDING FIELD
 AH1493'NO. 25 (ABANDONED), ABOUT 0.5 MILE SOUTH OF CHILTIPIN CREEK, 56
 AH1493'FT. NORTH OF A CONCRETE WATER RESERVOIR ABOUT 5 FT. HIGH, AND
 AH1493'9 FT. SOUTH OF AN E-W FENCE.
 AH1493'
 AH1493'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT 30 FT.
 AH1493'HIGH.
 AH1493'
 AH1493'(THE NAME HUISACHE IS SAID TO MEAN A KIND OF TREE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1412 ***********************************************************************
 AE1412  DESIGNATION -  HUISACHES
 AE1412  PID         -  AE1412
 AE1412  STATE/COUNTY-  TX/BROOKS
 AE1412  USGS QUAD   -  CALLO PADRONES (1982)
 AE1412
 AE1412                         *CURRENT SURVEY CONTROL
 AE1412  ___________________________________________________________________
 AE1412* NAD 83(1993)-  26 48 03.89709(N)    098 06 56.87189(W)     ADJUSTED  
 AE1412* NAVD 88     -        22.01   (+/-2cm)      72.2    (feet)  VERTCON   
 AE1412  ___________________________________________________________________
 AE1412  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AE1412  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AE1412
 AE1412  HORZ ORDER  -  SECOND
 AE1412  VERT ORDER  -  THIRD ? (See Below)
 AE1412
 AE1412.The horizontal coordinates were established by classical geodetic methods
 AE1412.and adjusted by the National Geodetic Survey in February 1996..
 AE1412
 AE1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1412.The vertical order pertains to the NGVD 29 superseded value.
 AE1412
 AE1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1412
 AE1412.The geoid height was determined by GEOID03.
 AE1412
 AE1412;                    North         East     Units Scale Factor Converg.
 AE1412;SPC TX S     - 5,125,741.888   338,196.974   MT  0.99990085   +0 10 27.9
 AE1412;SPC TX S     -16,816,704.84  1,109,567.91   sFT  0.99990085   +0 10 27.9
 AE1412;UTM  14      - 2,964,709.385   587,882.207   MT  0.99969535   +0 23 55.3
 AE1412
 AE1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1412!SPC TX S     -   1.00000043  x   0.99990085  =   0.99990128
 AE1412!UTM  14      -   1.00000043  x   0.99969535  =   0.99969578
 AE1412
 AE1412|---------------------------------------------------------------------|
 AE1412| PID    Reference Object                     Distance      Geod. Az  |
 AE1412|                                                           dddmmss.s |
 AE1412| CV3321 HUISACHES RM 1                       31.989 METERS 04950     |
 AE1412| AB1696 JULIAN PUMP HUMBLE OIL CO TK        APPROX.16.0 KM 0921021.8 |
 AE1412| CV3320 HUISACHES AZ MK                                    0964410.1 |
 AE1412| CV3322 HUISACHES RM 2                       26.827 METERS 11957     |
 AE1412| AE1413 JONES                               APPROX.12.0 KM 2694753.8 |
 AE1412|---------------------------------------------------------------------|
 AE1412
 AE1412                          SUPERSEDED SURVEY CONTROL
 AE1412
 AE1412  NAD 83(1986)-  26 48 03.90578(N)    098 06 56.84057(W) AD(       ) 2
 AE1412  NAD 27      -  26 48 02.70350(N)    098 06 55.82210(W) AD(       ) 2
 AE1412  NGVD 29 (07/19/86)   22.12   (m)           72.6    (f) LEVELING    3  
 AE1412
 AE1412.Superseded values are not recommended for survey control.
 AE1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1412.See file dsdata.txt to determine how the superseded data were derived.
 AE1412
 AE1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ8788264709(NAD 83)
 AE1412_MARKER: DS = TRIANGULATION STATION DISK
 AE1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1412
 AE1412  HISTORY     - Date     Condition        Report By
 AE1412  HISTORY     - 1961     MONUMENTED       CGS
 AE1412  HISTORY     - 1979     SEE DESCRIPTION  TXHD
 AE1412
 AE1412                          STATION DESCRIPTION
 AE1412
 AE1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1412'THE STATION IS APPROXIMATELY 16-1/2 MILES NORTH OF SAN MANUEL, 6
 AE1412'MILES SOUTH OF RACHAL, 1-1/2 MILES NORTH OF THE BROOKS-HIDALGO
 AE1412'COUNTY LINE, 0.05 MILE EAST OF U.S. HIGHWAY 281, ON PROPERTY
 AE1412'OWNED BY MR. T.T. EAST OF HEBBRONVILLE.
 AE1412'
 AE1412'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 AE1412'FARM ROAD 755 IN RACHAL, GO SOUTH ON HIGHWAY 281 FOR 6.15 MILES TO
 AE1412'A SMALL WHITE HOUSE AND TWO GATES ON THE LEFT.  TURN LEFT, PASS
 AE1412'THROUGH THE GATE AND GO EAST 181 FEET TO THE STATION.
 AE1412'
 AE1412'STATION MARKS ARE STANDARD DISKS STAMPED HUISACHES 1961.
 AE1412'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 AE1412'THE SURFACE OF THE GROUND.  IT IS 85 FEET NORTHEAST OF THE CENTER
 AE1412'OF A PAVED ROAD AND 34.5 FEET SOUTHEAST OF THE CENTER OF A
 AE1412'WINDMILL.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 AE1412'CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 AE1412'
 AE1412'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HUISACHES NO 1 1961,
 AE1412'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 81
 AE1412'FEET EAST OF THE NORTHEAST CORNER OF A SMALL FENCED-IN AREA
 AE1412'AND 7 FEET EAST OF THE CENTER OF A DIM TRACK ROAD.
 AE1412'
 AE1412'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HUISACHES NO 2
 AE1412'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AE1412'IT IS 146 FEET SOUTHEAST OF THE CENTER OF THE WINDMILL AND 96
 AE1412'FEET NORTHEAST OF THE CENTER OF THE PAVED ROAD.
 AE1412'
 AE1412'AZIMUTH MARK IS A STANDARD DISK STAMPED HUISACHES 1961, SET IN A
 AE1412'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 77 FEET
 AE1412'SOUTH OF THE CENTER OF THE PAVED ROAD AND 2.0 FEET SOUTH OF A
 AE1412'METAL WITNESS POST.
 AE1412'
 AE1412'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A PAVED
 AE1412'ROAD 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AE1412'
 AE1412'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1412'
 AE1412'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AE1412
 AE1412                          STATION RECOVERY (1979)
 AE1412
 AE1412'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1979 (CLJ)
 AE1412'HUISACHES 1961 MONUMENT IS SOLID, BRASS PLATE IS GONE.
 AE1412'
 AE1412'RM NO. 2 RECOVERED GOOD.
 AE1412'
 AE1412'AZ. MK. RECOVERED GOOD.
 AE1412'
 AE1412'DIRECTIONS FOR RECOVERING MARKS ARE ADEQUATE.  LINE-OF-SIGHT NO
 AE1412'LONGER EXISTS BETWEEN STATION AND AZIMUTH MARK DUE TO GROWTH OF
 AE1412'MESQUITE BRUSH.
 AE1412'
 AE1412'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH OF
 AE1412'RACHAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1674 ***********************************************************************
 AB1674  DESIGNATION -  HUISACHITO WINDMILL
 AB1674  PID         -  AB1674
 AB1674  STATE/COUNTY-  TX/KENEDY
 AB1674  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1674
 AB1674                         *CURRENT SURVEY CONTROL
 AB1674  ___________________________________________________________________
 AB1674* NAD 83(1993)-  26 39 55.79731(N)    097 31 27.39566(W)     ADJUSTED  
 AB1674* NAVD 88     -                                                        
 AB1674  ___________________________________________________________________
 AB1674  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AB1674  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AB1674
 AB1674  HORZ ORDER  -  THIRD
 AB1674
 AB1674.The horizontal coordinates were established by classical geodetic methods
 AB1674.and adjusted by the National Geodetic Survey in February 1996..
 AB1674
 AB1674
 AB1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1674
 AB1674.The geoid height was determined by GEOID03.
 AB1674
 AB1674;                    North         East     Units Scale Factor Converg.
 AB1674;SPC TX S     - 5,111,038.070   397,120.691   MT  0.99991183   +0 26 34.7
 AB1674;SPC TX S     -16,768,464.07  1,302,886.80   sFT  0.99991183   +0 26 34.7
 AB1674;UTM  14      - 2,950,235.948   646,854.666   MT  0.99986625   +0 39 44.6
 AB1674
 AB1674                          SUPERSEDED SURVEY CONTROL
 AB1674
 AB1674  NAD 83(1986)-  26 39 55.81049(N)    097 31 27.36304(W) AD(       ) 4
 AB1674  NAD 27      -  26 39 54.59100(N)    097 31 26.42500(W) AD(       ) 3
 AB1674
 AB1674.Superseded values are not recommended for survey control.
 AB1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1674.See file dsdata.txt to determine how the superseded data were derived.
 AB1674
 AB1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4685550236(NAD 83)
 AB1674_MARKER: 66 = WINDMILL
 AB1674
 AB1674  HISTORY     - Date     Condition        Report By
 AB1674  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1674
 AB1674                          STATION DESCRIPTION
 AB1674
 AB1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1674'LOCATED ON THE NORIAS SECTION OF THE KING RANCH, ABOUT 14.5 MILES
 AB1674'E OF NORIAS AND MILES N OF THE WILLACY - KENEDY COUNTY LINE.
 AB1674'
 AB1674'TO REACH FROM THE NORIAS RANCH HEADQUARTERS, FROM THE BIG
 AB1674'TIN BARN, GO N 0.1 MILE TO FORK IN PAVED ROAD, TAKE RIGHT FORK
 AB1674'0.45 MILE TO GATE AT E ENTRANCE TO RANCH HEADQUARTERS, PASS
 AB1674'THROUGH GATE AND GO 0.85 MILE TO GATE, PASS THROUGH AND CONTINUE
 AB1674'2.3 MILES TO FORK IN HARD SURFACE ROAD, CONTINUE STRAIGHT
 AB1674'AHEAD 0.2 MILE TO FORK, TAKE LEFT FORK AND GO 5.95 MILES TO
 AB1674'GATE, PASS THROUGH GATE AND GO 0.8 MILE TO FORK, TAKE LEFT FORK
 AB1674'FOR 1.5 MILES TO GATE, PASS THROUGH AND GO 2.9 MILES TO TRACK
 AB1674'ROAD LEFT INTO WINDMILL AND STATION SITE.
 AB1674'
 AB1674'STATION IS THE CENTER OF A WOODEN TOWER WINDMILL ABOUT 38 FEET
 AB1674'HIGH.  IT IS 25 FEET SE OF SQUARE, OPEN CONCRETE TANK, AND IS
 AB1674'ENCLOSED IN A RAIL PEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2116 ***********************************************************************
 BL2116  DESIGNATION -  HULL
 BL2116  PID         -  BL2116
 BL2116  STATE/COUNTY-  TX/LIBERTY
 BL2116  USGS QUAD   -  HARDIN (1984)
 BL2116
 BL2116                         *CURRENT SURVEY CONTROL
 BL2116  ___________________________________________________________________
 BL2116* NAD 83(1993)-  30 08 45.85729(N)    094 38 30.68415(W)     ADJUSTED  
 BL2116* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 BL2116  ___________________________________________________________________
 BL2116  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BL2116  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL2116
 BL2116  HORZ ORDER  -  SECOND
 BL2116
 BL2116.The horizontal coordinates were established by classical geodetic methods
 BL2116.and adjusted by the National Geodetic Survey in February 1996..
 BL2116
 BL2116.The orthometric height was scaled from a topographic map.
 BL2116
 BL2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2116
 BL2116.The geoid height was determined by GEOID03.
 BL2116
 BL2116;                    North         East     Units Scale Factor Converg.
 BL2116;SPC TX C     - 3,067,170.310 1,248,099.958   MT  0.99999228   +2 55 53.2
 BL2116;SPC TX C     -10,062,874.59  4,094,807.95   sFT  0.99999228   +2 55 53.2
 BL2116;SPC TXSC     - 4,264,142.941 1,019,771.234   MT  0.99996323   +2 08 06.4
 BL2116;SPC TXSC     -13,989,942.30  3,345,699.46   sFT  0.99996323   +2 08 06.4
 BL2116;UTM  15      - 3,336,109.477   341,868.339   MT  0.99990851   -0 49 29.0
 BL2116
 BL2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2116!SPC TX C     -   1.00000119  x   0.99999228  =   0.99999347
 BL2116!SPC TXSC     -   1.00000119  x   0.99996323  =   0.99996442
 BL2116!UTM  15      -   1.00000119  x   0.99990851  =   0.99990970
 BL2116
 BL2116|---------------------------------------------------------------------|
 BL2116| PID    Reference Object                     Distance      Geod. Az  |
 BL2116|                                                           dddmmss.s |
 BL2116| CV7761 HULL RM 1                             8.882 METERS 05543     |
 BL2116| BL2114 SOUR LAKE TRANSCON PLINE MAST       APPROX.13.7 KM 0752824.9 |
 BL2116| CV7762 HULL RM 2                            29.419 METERS 15539     |
 BL2116| BL0402 DARRELL                             APPROX.13.6 KM 2171816.4 |
 BL2116| BL2121 LIBERTY TRUNKLINE GAS RAD MAST      APPROX.17.1 KM 2345630.0 |
 BL2116| BL2120 LIBERTY MUNICIPAL TANK              APPROX.17.6 KM 2355922.8 |
 BL2116| BL2119 LIBERTY SUN PIPELINE RAD MAST       APPROX.16.0 KM 2385609.6 |
 BL2116| CV7760 HULL AZ MK                                         3533221.6 |
 BL2116|---------------------------------------------------------------------|
 BL2116
 BL2116                          SUPERSEDED SURVEY CONTROL
 BL2116
 BL2116  NAD 83(1986)-  30 08 45.87422(N)    094 38 30.66837(W) AD(       ) 2
 BL2116  NAD 27      -  30 08 45.11000(N)    094 38 29.96200(W) AD(       ) 2
 BL2116
 BL2116.Superseded values are not recommended for survey control.
 BL2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2116.See file dsdata.txt to determine how the superseded data were derived.
 BL2116
 BL2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP4186836109(NAD 83)
 BL2116_MARKER: DS = TRIANGULATION STATION DISK
 BL2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2116+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 BL2116
 BL2116  HISTORY     - Date     Condition        Report By
 BL2116  HISTORY     - 1951     MONUMENTED       CGS
 BL2116  HISTORY     - 1964     GOOD             CGS
 BL2116  HISTORY     - 1982     GOOD             LOCENG
 BL2116  HISTORY     - 20050129 GOOD             USPSQD
 BL2116
 BL2116                          STATION DESCRIPTION
 BL2116
 BL2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 BL2116'THE STATION IS LOCATED 0.2 MILE NORTH OF THE MISSOURI PACIFIC
 BL2116'RAILROAD STATION IN HULL NEAR THE CENTER OF A TRIANGULAR
 BL2116'PLOT OF GROUND JUST WEST OF THE HULL GRADE SCHOOL YARD, 69
 BL2116'FEET EAST OF THE CENTER OF FARM ROAD 770, 68 FEET NORTHWEST
 BL2116'OF GATE INTO SCHOOLYARD AND 29 FEET WEST OF FENCE AROUND
 BL2116'SCHOOLYARD.  IT IS STAMPED HULL 1951 AND IS FLUSH WITH THE
 BL2116'GROUND SURFACE.
 BL2116'
 BL2116'REFERENCE MARK NO. 1 IS 62 FEET NORTHWEST OF GATE INTO SCHOOLYARD
 BL2116'AND 1 FOOT WEST OF FENCE AROUND SCHOOLYARD.  IT IS STAMPED
 BL2116'HULL NO 1 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 BL2116'
 BL2116'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF GATE INTO SCHOOLYARD
 BL2116'AND 1 FOOT WEST OF FENCE AROUND SCHOOLYARD.  IT IS STAMPED
 BL2116'HULL NO 2 1951 AND PROJECTS 1 INCH.
 BL2116'
 BL2116'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 105.34 FEET.
 BL2116'
 BL2116'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 45 FEET SOUTHEAST
 BL2116'OF THE SOUTHEAST CORNER OF A TEXACO SERVICE STATION, 32 FEET
 BL2116'WEST OF THE CENTER OF FARM ROAD 770 AND 1 FOOT EAST OF A FENCE
 BL2116'CORNER.  IT IS STAMPED HULL 1951 AND IS FLUSH WITH THE GROUND
 BL2116'SURFACE.
 BL2116'
 BL2116'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON FARM
 BL2116'ROAD 770 FOR 0.5 MILE TO MARK ON LEFT JUST SOUTHEAST OF SERVICE
 BL2116'STATION.
 BL2116'
 BL2116'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 BL2116
 BL2116                          STATION RECOVERY (1964)
 BL2116
 BL2116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 BL2116'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 BL2116'DESCRIBED.
 BL2116'
 BL2116'THE AZIMUTH MARK HAS BEEN DESTROYED.
 BL2116
 BL2116                          STATION RECOVERY (1982)
 BL2116
 BL2116'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JLA)
 BL2116'HULL 1951 RECOVERED IN GOOD CONDITION.
 BL2116'
 BL2116'NEW DESCRIPTION-HULL RR XING AND F. M. 834.  NORTH 0.2 MI. ALONG F.
 BL2116'M. 834 AT GATE ENTRANCE TO ELEMENTARY SCHOOL.  69 FEET NW OF GATE,
 BL2116'69 FEET E OF CENTERLINE OF RD. 0.7 FEET BELOW GROUND.  STANDARD
 BL2116'USC AND GS DISK IN CONC, DISK STAMPED HULL 1951.
 BL2116'
 BL2116'DISTANCE AND DIRECTION FROM NEAREST TOWN--WITHIN CITY LIMITS HULL
 BL2116'TEX.
 BL2116
 BL2116                          STATION RECOVERY (2005)
 BL2116
 BL2116'RECOVERY NOTE BY US POWER SQUADRON 2005 (JG)
 BL2116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0806 ***********************************************************************
 DO0806  DESIGNATION -  HULL
 DO0806  PID         -  DO0806
 DO0806  STATE/COUNTY-  TX/ARCHER
 DO0806  USGS QUAD   -  ARCHER CITY NE (1963)
 DO0806
 DO0806                         *CURRENT SURVEY CONTROL
 DO0806  ___________________________________________________________________
 DO0806* NAD 83(1993)-  33 43 04.11274(N)    098 32 47.36394(W)     ADJUSTED  
 DO0806* NAVD 88     -       313.2    (meters)    1028.     (feet)  VERTCON   
 DO0806  ___________________________________________________________________
 DO0806  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 DO0806  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DO0806
 DO0806  HORZ ORDER  -  FIRST
 DO0806
 DO0806.The horizontal coordinates were established by classical geodetic methods
 DO0806.and adjusted by the National Geodetic Survey in February 1996..
 DO0806
 DO0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0806
 DO0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0806
 DO0806.The geoid height was determined by GEOID03.
 DO0806
 DO0806;                    North         East     Units Scale Factor Converg.
 DO0806;SPC TXNC     - 2,227,458.202   595,691.141   MT  0.99994007   -0 01 31.3
 DO0806;SPC TXNC     - 7,307,919.12  1,954,363.35   sFT  0.99994007   -0 01 31.3
 DO0806;UTM  14      - 3,730,960.239   542,018.816   MT  0.99962177   +0 15 06.3
 DO0806
 DO0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0806!SPC TXNC     -   0.99995522  x   0.99994007  =   0.99989529
 DO0806!UTM  14      -   0.99995522  x   0.99962177  =   0.99957701
 DO0806
 DO0806|---------------------------------------------------------------------|
 DO0806| PID    Reference Object                     Distance      Geod. Az  |
 DO0806|                                                           dddmmss.s |
 DO0806| CX8342 HULL RM 1                            29.015 METERS 14741     |
 DO0806| CX8343 HULL RM 2                            50.633 METERS 21552     |
 DO0806| CX8341 HULL AZ MK                                         2672527.6 |
 DO0806|---------------------------------------------------------------------|
 DO0806
 DO0806                          SUPERSEDED SURVEY CONTROL
 DO0806
 DO0806  NAD 83(1993)-  33 43 04.11305(N)    098 32 47.36351(W) AD(       ) 1
 DO0806  NAD 83(1986)-  33 43 04.11562(N)    098 32 47.35105(W) AD(       ) 1
 DO0806  NAD 27      -  33 43 03.74928(N)    098 32 46.15364(W) AD(       ) 1
 DO0806  NGVD 29 (07/19/86)  313.1    (m)         1027.     (f) VERT ANG       
 DO0806
 DO0806.Superseded values are not recommended for survey control.
 DO0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0806.See file dsdata.txt to determine how the superseded data were derived.
 DO0806
 DO0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4201930960(NAD 83)
 DO0806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0806
 DO0806  HISTORY     - Date     Condition        Report By
 DO0806  HISTORY     - 1966     MONUMENTED       CGS
 DO0806  HISTORY     - 1975     GOOD             NGS
 DO0806
 DO0806                          STATION DESCRIPTION
 DO0806
 DO0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0806'THE STATION IS ABOUT 12-1/2 MILES SOUTH OF WICHITA FALLS, 10
 DO0806'1/2 MILES SOUTHEAST OF HOLLIDAY AND 10 MILES NORTH-NORTHEAST OF
 DO0806'ARCHER CITY, ON PROPERTY OWNED BY MR. HOWELL SMITH.
 DO0806'
 DO0806'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND
 DO0806'79 IN ARCHER CITY, GO NORTHEAST ON HIGHWAY 79 FOR 7.9 MILES TO
 DO0806'A GRAVELED ROAD AND SMALL CORRAL ON THE RIGHT.  TURN RIGHT AND
 DO0806'GO EASTERLY ON GRAVELED ROAD FOR 3.3 MILES TO A SIDE ROAD AND
 DO0806'CATTLE GUARD ON THE LEFT AT A SIGN BURK ROYALTY CO.  TURN LEFT
 DO0806'AND GO NORTH ON GRADED ROAD FOR 1.35 MILES TO THE AZIMUTH MARK
 DO0806'ON THE LEFT AT A CURVE IN THE ROAD TO THE RIGHT, EAST.  TURN
 DO0806'RIGHT AND GO EAST ON GRADED ROAD FOR 0.25 MILE TO A FARM HOUSE
 DO0806'ON THE RIGHT AND THE STATION ON THE LEFT.
 DO0806'
 DO0806'STATION MARK IS A STANDARD DISK, STAMPED HULL 1966, SET IN
 DO0806'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DO0806'FLUSH WITH THE GROUND.  IT IS 124 FEET NORTHEAST OF THE NORTHWEST
 DO0806'CORNER OF THE FARM HOUSE, 58 FEET NORTH OF THE CENTERLINE OF
 DO0806'A GRADED ROAD AND 4 FEET WEST-SOUTHWEST OF A WITNESS POST.
 DO0806'
 DO0806'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HULL NO 1 1966,
 DO0806'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0806'THAT IS FLUSH WITH THE GROUND.  IT IS 60 FEET NORTHEAST OF THE
 DO0806'NORTHEAST CORNER OF THE FARM HOUSE, 19 FEET SOUTH OF THE
 DO0806'CENTERLINE OF THE GRADED ROAD AND ABOUT THE SAME ELEVATION AS
 DO0806'THE STATION.
 DO0806'
 DO0806'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HULL NO 2 1966,
 DO0806'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0806'THAT IS FLUSH WITH THE GROUND.  IT IS 85 FEET SOUTH OF THE
 DO0806'CENTERLINE OF THE GRADED ROAD, 62 FEET WEST-SOUTHWEST OF THE
 DO0806'NORTHWEST CORNER OF THE FARM HOUSE AND ABOUT 2 FEET HIGHER THAN
 DO0806'THE STATION.
 DO0806'
 DO0806'AZIMUTH MARK IS A STANDARD DISK, STAMPED HULL 1966, SET IN THE
 DO0806'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DO0806'6 INCHES ABOVE THE GROUND.  IT IS 51 FEET WEST-NORTHWEST OF THE
 DO0806'CENTERLINE OF THE GRADED ROAD AT THE CURVE, 1 FOOT EAST OF A
 DO0806'NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH OF A WITNESS POST.
 DO0806'
 DO0806'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DO0806
 DO0806                          STATION RECOVERY (1975)
 DO0806
 DO0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0806'NO MEASUREMENT BETWEEN THE RMS DUE TO HOUSE ON LINE.
 DO0806'
 DO0806'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DO0806'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE TO THE
 DO0806'REFERENCE MARKS CHECKED THE 1966 OBSERVATIONS ADEQUATE, HOWEVER, A
 DO0806'DIFFERENCE OF 1 MINUTE AND 53.3 SECONDS SMALLER WAS FOUND BETWEEN
 DO0806'REFERENCE MARK 1 AND THE AZIMUTH MARK AND VERIFIED, NO EVIDENCE
 DO0806'OF MOVEMENT OF THE MARKS.
 DO0806'
 DO0806'THE CARDINAL DIRECTIONS AND THE TO REACH FOR THE MARKS ARE
 DO0806'COMPLETELY ADEQUATE TO THE 1966 DATA.
 DO0806'
 DO0806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DO0806'NORTH-NORTHEAST OF ARCHER CITY.
 DO0806'
 DO0806'HEIGHT OF LIGHT ABOVE STATION MARK 72.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0935 ***********************************************************************
 CB0935  DESIGNATION -  HULL
 CB0935  PID         -  CB0935
 CB0935  STATE/COUNTY-  TX/STERLING
 CB0935  USGS QUAD   -  COON DIVE DRAW NW (1973)
 CB0935
 CB0935                         *CURRENT SURVEY CONTROL
 CB0935  ___________________________________________________________________
 CB0935* NAD 83(1993)-  31 38 00.73398(N)    101 11 41.13475(W)     ADJUSTED  
 CB0935* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 CB0935  ___________________________________________________________________
 CB0935  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 CB0935  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0935
 CB0935  HORZ ORDER  -  SECOND
 CB0935
 CB0935.The horizontal coordinates were established by classical geodetic methods
 CB0935.and adjusted by the National Geodetic Survey in February 1996..
 CB0935
 CB0935.The orthometric height was scaled from a topographic map.
 CB0935
 CB0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0935
 CB0935.The geoid height was determined by GEOID03.
 CB0935
 CB0935;                    North         East     Units Scale Factor Converg.
 CB0935;SPC TX C     - 3,218,359.495   618,284.556   MT  0.99994244   -0 26 37.3
 CB0935;SPC TX C     -10,558,901.11  2,028,488.58   sFT  0.99994244   -0 26 37.3
 CB0935;UTM  14      - 3,501,908.814   291,849.860   MT  1.00013440   -1 09 05.5
 CB0935
 CB0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0935!SPC TX C     -   0.99987691  x   0.99994244  =   0.99981936
 CB0935!UTM  14      -   0.99987691  x   1.00013440  =   1.00001130
 CB0935
 CB0935:                Primary Azimuth Mark                     Grid Az
 CB0935:SPC TX C     -  HULL AZ MK                               030 24 26.1
 CB0935:UTM  14      -  HULL AZ MK                               031 06 54.3
 CB0935
 CB0935|---------------------------------------------------------------------|
 CB0935| PID    Reference Object                     Distance      Geod. Az  |
 CB0935|                                                           dddmmss.s |
 CB0935| CH9619 HULL AZ MK                                         0295748.8 |
 CB0935|---------------------------------------------------------------------|
 CB0935
 CB0935                          SUPERSEDED SURVEY CONTROL
 CB0935
 CB0935  NAD 83(1986)-  31 38 00.74078(N)    101 11 41.12214(W) AD(       ) 2
 CB0935  NAD 27      -  31 38 00.22300(N)    101 11 39.72300(W) AD(       ) 2
 CB0935
 CB0935.Superseded values are not recommended for survey control.
 CB0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0935.See file dsdata.txt to determine how the superseded data were derived.
 CB0935
 CB0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA9185001909(NAD 83)
 CB0935_MARKER: DS = TRIANGULATION STATION DISK
 CB0935_SETTING: 0 = UNSPECIFIED SETTING
 CB0935
 CB0935  HISTORY     - Date     Condition        Report By
 CB0935  HISTORY     - 1943     MONUMENTED       CGS
 CB0935  HISTORY     - 1949     GOOD             ATRECO
 CB0935
 CB0935                          STATION DESCRIPTION
 CB0935
 CB0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0935'STATION IS LOCATED ON HIGH PASTURE LAND OWNED BY MRS. GEORGE HULL,
 CB0935'OF PARIS, TEXAS, ON THE HIGHEST GROUND FOR MILES IN ANY DIRECTION,
 CB0935'200 YARDS S OF THE STERLING CITY-BIG LAKE ROAD, 1/3 MILE SW
 CB0935'OF A FENCE T-INTERSECTION AT A POINT WHERE THE HIGHWAY TURNS
 CB0935'W AFTER A THREE-MILE S TANGENT.  THERE IS A RED GATE, A BOARD
 CB0935'GATE, AND A SIGN E.L. BAILEY, 3-1/2 MILES AT THIS FENCE
 CB0935'T-INTERSECTION.  STATION IS ABOUT 75 YARDS NW OF A DIM TRACK
 CB0935'ROAD, ABOUT 75 FEET SSW OF A PROMINENT MESQUITE TREE, AND
 CB0935'ABOUT 0.8 MILE WNW OF A WHITE TANK AND BUILDINGS.  THE MARK
 CB0935'PROJECTS ABOUT 5 INCHES, AND IS STAMPED HULL 1943.
 CB0935'
 CB0935'SURFACE, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 CB0935'THE TOP OF CONCRETE POSTS.
 CB0935'
 CB0935'UNDERGROUND MARK IS A BRONZE DISK SET IN A DRILL HOLE IN BEDROCK.
 CB0935'
 CB0935'REFERENCE MARK 1 IS W OF THE STATION IN A MESQUITE-COVERED
 CB0935'FIELD, AND PROJECTS ABOUT 5 INCHES.
 CB0935'
 CB0935'REFERENCE MARK 2 IS N OF THE STATION IN A MESQUITE-COVERED
 CB0935'FIELD, AND PROJECTS ABOUT 5 INCHES.
 CB0935'
 CB0935'AZIMUTH MARK IS ABOUT 0.5 MILE NE OF THE STATION, 1 FOOT SE
 CB0935'OF A NE-SW FENCE LINE, 30 FEET NW OF THE CENTER LINE OF THE
 CB0935'ROAD TO STATION, AND PROJECTS ABOUT 5 INCHES.  TO REACH FROM
 CB0935'STATION GO BACK 0.35 MILE TO TWO GATES AND MAIN ROAD, THEN GO
 CB0935'0.2 MILE NE ON MAIN ROAD TO AZIMUTH MARK ON LEFT.
 CB0935'
 CB0935'REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 CB0935'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 CB0935'
 CB0935'REACHED FROM THE COURTHOUSE IN STERLING CITY BY GOING W TWO
 CB0935'BLOCKS, THENCE S ON THE ROAD TOWARD BIG LAKE.  THIS IS A WIDE,
 CB0935'GRADED HIGHWAY RUNNING S AND W.  GO 19.5 MILES, PASSING TWO
 CB0935'LESS TRAVELED GRADED ROADS RUNNING S, ONE AT 5.6 MILES AND ONE
 CB0935'AT 12.4 MILES.  AT THE W END OF A TWO-MILE TANGENT IN THE
 CB0935'HIGHWAY, GO 2.9 MILES DUE S, CONTINUING ON THE BIG LAKE HIGHWAY
 CB0935'TO POINT WHERE HIGHWAY TURNS SHARP W.  TURN LEFT, E, AND PASS
 CB0935'THROUGH A RED GATE IN A FENCE T-INTERSECTION.  IMMEDIATELY
 CB0935'TURN ABOUT AND DRIVE THROUGH A BOARD GATE IN THE SAME FENCE
 CB0935'T-INTERSECTION.  KEEP RIGHT ON TRACKS, GO 0.35 MILE TO
 CB0935'STATION WHICH IS 75 YARDS W OF A TRACK ROAD.
 CB0935'
 CB0935'HEIGHT OF LIGHT ABOVE STATION MARK-23 METERS.
 CB0935
 CB0935                          STATION RECOVERY (1949)
 CB0935
 CB0935'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1949 (WBR)
 CB0935'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  THE AZIMUTH
 CB0935'MARK HAS BEEN MOVED FROM THE ORIGINAL POSITION BY A ROAD GRADER.
 CB0935'STATION MARK IS STAMPED HULL 1943.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0766 ***********************************************************************
 EN0766  DESIGNATION -  HULVER
 EN0766  PID         -  EN0766
 EN0766  STATE/COUNTY-  TX/HALL
 EN0766  USGS QUAD   -  PARNELL (1985)
 EN0766
 EN0766                         *CURRENT SURVEY CONTROL
 EN0766  ___________________________________________________________________
 EN0766* NAD 83(1993)-  34 30 12.66340(N)    100 33 05.06879(W)     ADJUSTED  
 EN0766* NAVD 88     -       640.7    (meters)    2102.     (feet)  VERTCON   
 EN0766  ___________________________________________________________________
 EN0766  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 EN0766  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 EN0766
 EN0766  HORZ ORDER  -  FIRST
 EN0766
 EN0766.The horizontal coordinates were established by classical geodetic methods
 EN0766.and adjusted by the National Geodetic Survey in February 1996..
 EN0766
 EN0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0766
 EN0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0766
 EN0766.The geoid height was determined by GEOID03.
 EN0766
 EN0766;                    North         East     Units Scale Factor Converg.
 EN0766;SPC TX N     - 1,056,278.270   287,116.914   MT  1.00003717   +0 32 59.1
 EN0766;SPC TX N     - 3,465,472.96    941,982.74   sFT  1.00003717   +0 32 59.1
 EN0766;UTM  14      - 3,819,079.723   357,575.406   MT  0.99985003   -0 52 44.2
 EN0766
 EN0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0766!SPC TX N     -   0.99990384  x   1.00003717  =   0.99994101
 EN0766!UTM  14      -   0.99990384  x   0.99985003  =   0.99975388
 EN0766
 EN0766:                Primary Azimuth Mark                     Grid Az
 EN0766:SPC TX N     -  HULVER AZ MK                             001 09 35.2
 EN0766:UTM  14      -  HULVER AZ MK                             002 35 18.5
 EN0766
 EN0766|---------------------------------------------------------------------|
 EN0766| PID    Reference Object                     Distance      Geod. Az  |
 EN0766|                                                           dddmmss.s |
 EN0766| CX8344 HULVER AZ MK                                       0014234.3 |
 EN0766| EN0665 ESTELLINE TANK                      APPROX.10.7 KM 0653048.5 |
 EN0766| CX8345 HULVER RM 1                           6.950 METERS 09211     |
 EN0766| CX8346 HULVER RM 2                           6.962 METERS 34740     |
 EN0766| EN0765 MEMPHIS VUMORE TV MST               APPROX.25.1 KM 3570701.5 |
 EN0766|---------------------------------------------------------------------|
 EN0766
 EN0766                          SUPERSEDED SURVEY CONTROL
 EN0766
 EN0766  NAD 83(1993)-  34 30 12.66386(N)    100 33 05.06777(W) AD(       ) 1
 EN0766  NAD 83(1986)-  34 30 12.66888(N)    100 33 05.06145(W) AD(       ) 1
 EN0766  NAD 27      -  34 30 12.45800(N)    100 33 03.61500(W) AD(       ) 1
 EN0766  NGVD 29 (01/19/93)  640.4    (m)         2101.     (f) VERT ANG       
 EN0766
 EN0766.Superseded values are not recommended for survey control.
 EN0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0766.See file dsdata.txt to determine how the superseded data were derived.
 EN0766
 EN0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5757519080(NAD 83)
 EN0766_MARKER: DS = TRIANGULATION STATION DISK
 EN0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0766+STABILITY: SURFACE MOTION
 EN0766
 EN0766  HISTORY     - Date     Condition        Report By
 EN0766  HISTORY     - 1935     MONUMENTED       CGS
 EN0766  HISTORY     - 1955     GOOD             USGS
 EN0766  HISTORY     - 1964     GOOD             CGS
 EN0766  HISTORY     - 1964     GOOD             CGS
 EN0766  HISTORY     - 1967     GOOD             CGS
 EN0766
 EN0766                          STATION DESCRIPTION
 EN0766
 EN0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0766'STATION IS ABOUT 1.75 MILES S OF ESTELLINE, ABOUT THE CENTER
 EN0766'OF E EDGE OF SECTION 26, BLOCK A, ON PROPERTY OF R.L. SMITH.
 EN0766'MARK IS ON HIGHEST AND MOST SOUTHWESTERLY POINT OF A PROMINENT
 EN0766'ROCKY KNOLL, HIGHEST GROUND IN THE VICINITY.  IT IS ALSO 7
 EN0766'MILES W OF ESTELLINE.
 EN0766'
 EN0766'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 EN0766'DISKS SET IN CONCRETE.
 EN0766'
 EN0766'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 EN0766'HOLES IN OUTCROPPING BEDROCK.
 EN0766'
 EN0766'AZIMUTH MARK IS 0.5 MILE N OF STATION IN SE CORNER OF FIELD,
 EN0766'18 FEET N OF CENTER LINE OF ROAD, 54 FEET E OF CENTER LINE
 EN0766'ROAD.  TO REACH FROM STATION, GO W 0.25 MILE TO LANE, THENCE
 EN0766'RIGHT (S) 0.5 MILE TO ROAD, THENCE RIGHT (E) 0.1 MILE TO MARK
 EN0766'ON LEFT.
 EN0766'
 EN0766'REFERENCE MARK NO. 1 IS E OF STATION, AND IS FLUSH WITH GROUND.
 EN0766'
 EN0766'REFERENCE MARK NO. 2 IS N OF STATION, AND IF FLUSH WITH GROUND.
 EN0766'
 EN0766'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 370 AND
 EN0766'STATE HIGHWAY 18 IN ESTELLINE, GO W ON STATE HIGHWAY 18 FOR 4.8
 EN0766'MILES TO SCHOOL IN HULVER.  CONTINUE W FOR 2.0 MILES TO CROSSROADS,
 EN0766'THENCE LEFT (S) FOR 1.15 MILES TO T-ROAD, THENCE RIGHT (W)
 EN0766'FOR 0.1 MILE, THENCE LEFT (S) THROUGH GATE ACROSS YARD ABOUT
 EN0766'0.1 MILE TO LANE.  FOLLOW LANE SOUTHERLY FOR 0.45 MILE TO POWER
 EN0766'LINE.  TURN LEFT (W) THROUGH FENCE AND GO 0.25 MILE TO TOP OF
 EN0766'KNOLL AND STATION.
 EN0766'
 EN0766'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 EN0766
 EN0766                          STATION RECOVERY (1955)
 EN0766
 EN0766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 EN0766'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34100-4, STATION 1008.
 EN0766'
 EN0766'RECOVERED BY USGS IN 1955.
 EN0766'
 EN0766'STATION MARK--STANDARD DISK STAMPED---HULVER 1935---, SET IN THE
 EN0766'TOP OF A 12 IN. SQUARE CONCRETE POST THAT PROJECTS 6 IN.
 EN0766
 EN0766                          STATION RECOVERY (1964)
 EN0766
 EN0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0766'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 EN0766'MARK WERE RECOVERED.  THE ORIGINAL ROUTING TO THE STATION IS NOT
 EN0766'ADEQUATE AND THE LAND IS NOW OWNED BY CAPP ORCUT, WHO LIVES
 EN0766'IN ESTELLINE.  PERMISSION WAS GRANTED.  FOLLOWING IS THE NEW
 EN0766'ROUTING TO THE STATION.
 EN0766'
 EN0766'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 EN0766'AND STATE HIGHWAY 86 IN ESTELLINE, GO WESTERLY ON HIGHWAY 86
 EN0766'FOR 6.75 MILES TO A CROSSROADS.  TURN LEFT AND GO SOUTH ON
 EN0766'A GRADED ROAD FOR 1.2 MILES TO A T-JUNCTION AT THE AZIMUTH
 EN0766'MARK ON THE RIGHT, 21 PACES WEST OF THE NORTH-SOUTH ROAD
 EN0766'AT THE NORTH EDGE OF A DITCH.  TURN RIGHT AND GO WEST FOR 0.1
 EN0766'MILE.  TURN LEFT, PASSING THROUGH AN ABANDONED FARMYARD
 EN0766'FOR 0.05 MILE TO THE SOUTHEAST CORNER OF THE YARD AND A FIELD
 EN0766'ROAD.  CONTINUE SOUTHERLY ON THE FIELD ROAD, ALONG THE WEST
 EN0766'EDGE OF A FIELD FOR 0.3 MILE TO A GATE.  PASS THROUGH THE
 EN0766'GATE AND CONTINUE 0.05 MILE, BEAR LEFT, LEAVING THE ROAD AND
 EN0766'GO EASTERLY AROUND THE EDGE OF A FIELD AND ACROSS A
 EN0766'PASTURE FOR 0.25 MILE TO THE END OF TRUCK TRAVEL AT THE
 EN0766'SOUTH END OF A PROMINENT KNOLL.  FROM THIS POINT PACK
 EN0766'EASTERLY FOR ABOUT 15 YARDS TO THE HIGHEST POINT AND THE
 EN0766'STATION.
 EN0766'
 EN0766'NOTE--THIS STATION WAS NOT OCCUPIED.
 EN0766
 EN0766                          STATION RECOVERY (1964)
 EN0766
 EN0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0766'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 EN0766'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW
 EN0766'COMPLETE DESCRIPTION FOLLOWS.
 EN0766'
 EN0766'THE STATION IS ABOUT 15-1/2 MILES SOUTH OF MEMPHIS, 7 MILES
 EN0766'WEST-SOUTHWEST OF ESTELLINE AND 1-1/2 MILES SOUTH OF STATE HIGHWAY
 EN0766'86, ON THE HIGHEST POINT OF A PROMINENT, ROCKY KNOLL.
 EN0766'
 EN0766'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 EN0766'AND STATE HIGHWAY 86 IN ESTELLINE, GO WESTERLY ON HIGHWAY 86
 EN0766'FOR 6.95 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GRADED
 EN0766'ROAD FOR 1.2 MILES TO A SIDE ROAD RIGHT AND THE AZIMUTH MARK
 EN0766'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF THE ROADS.  TURN
 EN0766'RIGHT AND GO WEST ON GRADED ROAD FOR 0.1 MILE TO AN OLD
 EN0766'ABANDONED FARM HOUSE ON THE LEFT.  TURN LEFT, SOUTHERLY, THROUGH
 EN0766'FARM YARD FOR 0.15 MILE TO THE SOUTHEAST CORNER OF THE
 EN0766'YARD.  TURN RIGHT AND GO WESTERLY AND SOUTHERLY AROUND THE
 EN0766'EDGE OF A CULTIVATED FIELD FOR 0.3 MILE TO A WIRE GATE.  PASS
 EN0766'THROUGH GATE AND BEAR LEFT, EASTERLY FOR 0.3 MILE TO THE BASE
 EN0766'OF THE KNOLL.  CONTINUE EASTERLY, UP STEEP HILL FOR 0.05 MILE
 EN0766'TO THE TOP OF THE KNOLL AND THE STATION.
 EN0766'
 EN0766'STATION MARK IS A STANDARD DISK, STAMPED HULVER 1935, SET IN
 EN0766'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 EN0766'
 EN0766'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HULVER NO 1 1935,
 EN0766'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUTCROP THAT IS
 EN0766'FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 3 FEET LOWER THAN
 EN0766'THE STATION.
 EN0766'
 EN0766'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HULVER NO 2 1935,
 EN0766'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUTCROP THAT
 EN0766'IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 1 FOOT LOWER
 EN0766'THAN THE STATION.
 EN0766'
 EN0766'AZIMUTH MARK IS A STANDARD DISK, STAMPED HULVER 1935, SET IN
 EN0766'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 EN0766'IT IS 260 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST GRADED
 EN0766'ROAD, 60.5 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH GRADED
 EN0766'ROAD AND 1.5 FEET WEST OF A WITNESS POST.
 EN0766
 EN0766                          STATION RECOVERY (1967)
 EN0766
 EN0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0766'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 EN0766'WERE RECOVERED AS DESCRIBED BY J.C.C. IN 1964, HOWEVER THE
 EN0766'DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED IN 1935 OR
 EN0766'1964.
 EN0766'
 EN0766'FOLLOWING IS THE DISTANCE BETWEEN REFERENCE MARKS MEASURED IN
 EN0766'1967.  R.M. 1 TO R.M. 2 36.02 FEET, 10.979 METERS.
 EN0766'
 EN0766'A WITNESS POST WAS NOT SET AT THE STATION DUE TO ROCKY TERRAIN.
 EN0766'
 EN0766'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 EN0766'WEST-SOUTHWEST OF ESTELLINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1644 ***********************************************************************
 AE1644  DESIGNATION -  HUMARAN
 AE1644  PID         -  AE1644
 AE1644  STATE/COUNTY-  TX/ZAPATA
 AE1644  USGS QUAD   -  ARROYO VELENO (1980)
 AE1644
 AE1644                         *CURRENT SURVEY CONTROL
 AE1644  ___________________________________________________________________
 AE1644* NAD 83(1993)-  26 53 34.69609(N)    099 09 47.84503(W)     ADJUSTED  
 AE1644* NAVD 88     -       140.2    (meters)     460.     (feet)  VERTCON   
 AE1644  ___________________________________________________________________
 AE1644  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AE1644  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AE1644
 AE1644  HORZ ORDER  -  FIRST
 AE1644
 AE1644.The horizontal coordinates were established by classical geodetic methods
 AE1644.and adjusted by the National Geodetic Survey in February 1996..
 AE1644
 AE1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1644
 AE1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1644
 AE1644.The geoid height was determined by GEOID03.
 AE1644
 AE1644;                    North         East     Units Scale Factor Converg.
 AE1644;SPC TX S     - 5,136,037.226   234,110.102   MT  0.99989656   -0 18 04.1
 AE1644;SPC TX S     -16,850,482.13    768,076.23   sFT  0.99989656   -0 18 04.1
 AE1644;UTM  14      - 2,974,591.353   483,783.801   MT  0.99960325   -0 04 25.9
 AE1644
 AE1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1644!SPC TX S     -   0.99998167  x   0.99989656  =   0.99987823
 AE1644!UTM  14      -   0.99998167  x   0.99960325  =   0.99958492
 AE1644
 AE1644|---------------------------------------------------------------------|
 AE1644| PID    Reference Object                     Distance      Geod. Az  |
 AE1644|                                                           dddmmss.s |
 AE1644| CV3324 HUMARAN RM 2                         10.370 METERS 02125     |
 AE1644| CV3323 HUMARAN RM                           14.480 METERS 17641     |
 AE1644| CV3326 HUMARAN RM 4                                       1982104.6 |
 AE1644| AE1654 ZAPATA MUN TANK                     APPROX.10.8 KM 2783912.1 |
 AE1644| CV3325 HUMARAN RM 3                          9.246 METERS 29028     |
 AE1644|---------------------------------------------------------------------|
 AE1644
 AE1644                          SUPERSEDED SURVEY CONTROL
 AE1644
 AE1644  NAD 83(1986)-  26 53 34.69443(N)    099 09 47.80926(W) AD(       ) 1
 AE1644  NAD 27      -  26 53 33.55400(N)    099 09 46.68200(W) AD(       ) 1
 AE1644  NGVD 29 (07/19/86)  140.2    (m)          460.     (f) VERT ANG       
 AE1644
 AE1644.Superseded values are not recommended for survey control.
 AE1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1644.See file dsdata.txt to determine how the superseded data were derived.
 AE1644
 AE1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ8378474591(NAD 83)
 AE1644_MARKER: DS = TRIANGULATION STATION DISK
 AE1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1644
 AE1644  HISTORY     - Date     Condition        Report By
 AE1644  HISTORY     - 1917     MONUMENTED       CGS
 AE1644  HISTORY     - 1932     GOOD             CGS
 AE1644  HISTORY     - 1958     GOOD             AMS
 AE1644  HISTORY     - 1963     GOOD             SUNOCO
 AE1644  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AE1644  HISTORY     - 1987     GOOD             AMOCO
 AE1644
 AE1644                          STATION DESCRIPTION
 AE1644
 AE1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AE1644'STATION IS ABOUT 10 MILES E OF ZAPATA.
 AE1644'
 AE1644'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 AE1644'IN BLOCKS OF CONCRETE.
 AE1644'
 AE1644'UNDERGROUND MARK IS A NAIL IN BLOCK OF CONCRETE.
 AE1644'
 AE1644'REFERENCE MARK IS 14.480 METERS (47.51 FEET) FROM STATION
 AE1644'S 03 DEG 19 MIN E.
 AE1644
 AE1644                          STATION RECOVERY (1932)
 AE1644
 AE1644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 AE1644'THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION,
 AE1644'AND FURTHER DESCRIBED AS BEING 3,449 FEET N 15 DEG 47 MIN
 AE1644'E FROM JUNCTION POINT OF ROAD FROM HIGHWAY ALONG RIVER TO
 AE1644'CINGUO DE MAYO RANCH, AT WHICH POINT IS A WOODEN GATE AND A
 AE1644'2-INCH IRON PIPE.
 AE1644'
 AE1644'STATION IS BEST REACHED BY LEAVING THE MILITARY ROAD 1/4
 AE1644'MILE E OF THE SABINITO RANCH, WHICH IS ABOUT 7 MILES SE OF
 AE1644'ZAPATA, AND FOLLOWING THE ROAD TO THE N TO THE POINT WHERE
 AE1644'IT WINDS WESTWARD AROUND A FLAT HILL GROWN THICK WITH MESQUITE
 AE1644'TREES.  THE STATION IS ON THE HIGHEST POINT OF THE HILL
 AE1644'ABOUT 1/8 MILE E OF THE ROAD.  STATION MAY BE REACHED ONLY
 AE1644'ON FOOT.
 AE1644'
 AE1644'ELEVATION OF STATION, 138.4 METERS (454 FEET).
 AE1644
 AE1644                          STATION RECOVERY (1958)
 AE1644
 AE1644'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 AE1644'THE STATION IS LOCATED IN A SMALL BARE SPOT ON THE HIGHEST
 AE1644'POINT OF HILL, 7.0 AIRLINE MILES EAST OF ZAPATA, TEXAS, ABOUT
 AE1644'0.4 MILES EAST OF SMALL EARTH DAM, WEST OF ABANDONED OIL
 AE1644'WELL AND 220 FEET DUE NORTH OF CUT IN TRAIL.
 AE1644'
 AE1644'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE
 AE1644'PROJECTING 0.5 FEET ABOVE THE GROUND.
 AE1644'
 AE1644'REFERENCE MARK IS A NAIL SET IN A BLOCK OF CONCRETE FLUSH
 AE1644'WITH THE GROUND.
 AE1644'
 AE1644'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND FARM
 AE1644'ROAD 496 IN ZAPATA, GO SOUTHEAST ON U.S. HIGHWAY 83 FOR 5.1
 AE1644'MILES TO CROSSROADS AND CATTLE GUARD.  TURN LEFT (EAST)
 AE1644'CROSSING CATTLE GUARD AND FOLLOW A WINDING DIRT ROAD FOR
 AE1644'2.2 MILES TO A WIRE GATE.  CONTINUE EAST FOR 0.6 MILES TO
 AE1644'POWER LINE, CONTINUE EAST ON DIRT ROAD FOR 1.4 MILES TO
 AE1644'TRAIL JUNCTION AND EARTH DAM.  FROM THIS POINT CROSS OVER
 AE1644'DAM AND FOLLOW TRAIL NORTH OF FENCE FOR 0.45 MILES TO A TRAIL
 AE1644'NORTHEAST, TURN LEFT (NORTH-NORTHEAST) AND GO FOR 0.9 MILES
 AE1644'TO A LARGE BARE SPOT AND ABANDONED OIL WELL AND STATION
 AE1644'SITE.
 AE1644
 AE1644                          STATION RECOVERY (1963)
 AE1644
 AE1644'RECOVERY NOTE BY SUN OIL COMPANY 1963 (RRH)
 AE1644'STATION FOUND IN EXCELLENT CONDITION, PROTRUDING APPROXIMATELY
 AE1644'0.3 FOOT ABOVE SURFACE.  REFERENCE MARK FOUND IN EXCELLENT
 AE1644'CONDITION FLUSH.  IT IS A NAIL PROTRUDING APPROXIMATELY
 AE1644'0.05 FOOT OUT OF CONCRETE WITH BEARING S 3 DEG 01 MIN E,
 AE1644'47.5 FEET.
 AE1644'
 AE1644'ZAPATA WATER TOWER BEARS S 81 DEG 03 MIN W.
 AE1644'
 AE1644'THERE IS A DRY HOLE (2 1/2-INCH TEE WITH A HEXAGON BOLT IN
 AE1644'THE TOP AND IT BEARS N 73 DEG 41 MIN E, 550 FEET AND ALSO
 AE1644'HOPE PROD. CO. 1 S.V. AND J. DODIER DUAL GAS WELL BEARS
 AE1644'S 8 DEG 54 MIN E, 560 FEET.  A NEW TO REACH AS FOLLOWS--
 AE1644'
 AE1644'TO REACH THE STATION SITE FROM THE TOWN OF ZAPATA AT THE
 AE1644'INTERSECTION OF U.S. HWY 83 AND FARE ROAD 496, PROCEED SOUTHEASTERLY
 AE1644'ALONG U.S. 83 FOR 5.45 MILES TO A CATTLE GUARD IN THE NE
 AE1644'ROW FENCE.  TURN LEFT (NORTHEASTERLY) AND GO THRU THE CATTLE
 AE1644'GUARD AND FOLLOW THE GRADED DIRT ROAD THAT RUNS GENERALLY
 AE1644'NORTHEASTERLY.  AT 1.85 MILES PASS OVER A CULVERT AND CONCRETE
 AE1644'BRIDGE.  AT 2.35 MILES PASS THRU AN UNLOCKED IRON GATE IN A
 AE1644'FENCE LINE THAT BEARS S 40 DEG E.  AT 3.25 MILES PASS TWO
 AE1644'RANCH HOUSES ON THE LEFT.  AT 4.45 MILES COMES TO A Y IN THE
 AE1644'ROAD.  USING THE LEFT FORK OF SAID Y, AT 5.05 MILES PASS A
 AE1644'COMPRESSOR STATION ON THE RIGHT.  WHILE STILL GOING
 AE1644'NORTHEASTERLY FOLLOWING A FENCE EXTENDED FROM THE STATION ABOUT
 AE1644'100 FT ARRIVE AT A RANCH ROAD FROM THE LEFT.  TURN LEFT
 AE1644'(NORTHWESTERLY) AND FOLLOW THE RANCH ROAD FOR 0.4 MILES
 AE1644'AND ARRIVE IN THE VICINITY OF THE DRY HOLE WHICH IS 35 FT TO
 AE1644'THE RIGHT.
 AE1644
 AE1644                          STATION RECOVERY (1974)
 AE1644
 AE1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1644'THE UNDERGROUND STATION MARK WAS RECOVERED.  THE SURFACE
 AE1644'STATION MARK WAS IN POOR CONDITION AND REFERENCE MARK 1 WAS
 AE1644'NOT FOUND.  THE UNDERGROUND MARK WAS RESET LOWER AND A NEW
 AE1644'SURFACE MARK WAS SET.  REFERENCE MARKS 2, 3 AND 4 WERE
 AE1644'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 AE1644'
 AE1644'THE STATION IS ABOUT 2 MILES SOUTH AND 6 MILES EAST OF ZAPATA
 AE1644'AND ON PROPERTY OWNED BY J.O. DODIER, ZAPATA TEXAS.
 AE1644'
 AE1644'TO REACH THE STATION FROM THE POST OFFICE IN ZAPATA, GO SOUTHEAST
 AE1644'ON U.S. HIGHWAY 83 FOR 4.65 MILE TO A RANCH ROAD LEFT AND
 AE1644'A GATE. TURN LEFT AND GO EASTERLY ON THE RANCH ROAD FOR 2.1
 AE1644'MILES TO A GATE, CONTINUE EAST ON THE RANCH ROAD FOR 0.6
 AE1644'MILE TO A GATE, CONTINUE EAST FOR 0.2 MILE TO A FORK.  BEAR
 AE1644'LEFT AROUND A HOUSETRAILER AND CONTINUE EASTERLY ON THE
 AE1644'RANCH ROAD FOR 1.25 MILE TO REFERENCE MARK 4 ON THE LEFT
 AE1644'AND A LOCKED GATE.  PASS THROUGH THE GATE AND GO EASTERLY
 AE1644'FOR 0.3 MILE TO A T TRACK ROAD.  TURN LEFT AND GO NORTHERLY
 AE1644'FOR 0.35 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO
 AE1644'EAST-NORTHEASTERLY FOR 0.15 MILE TO THE TOP OF A HILL AND
 AE1644'A FENCE.  TURN LEFT AND GO WEST FOR 0.1 MILE TO THE
 AE1644'STATION.
 AE1644'
 AE1644'STATION MARK IS A STANDARD DISK, STAMPED HUMARAN 1917 1974,
 AE1644'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1644'THAT IS FLUSH WITH THE GROUND.  IT IS 3.6 FEET NORTHEAST
 AE1644'OF A METAL WITNESS POST, 9.0 FEET SOUTHEAST OF A FENCE AND
 AE1644'61.0 FEET NORTHEAST OF A FENCE CORNER.
 AE1644'
 AE1644'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HUMARAN 1917
 AE1644'NO 2 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1644'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 14.0
 AE1644'FEET NORTH-NORTHWEST OF THE FENCE AND 33.0 FEET NORTH-NORTHEAST
 AE1644'OF THE WITNESS POST.
 AE1644'
 AE1644'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HUMARAN 1917
 AE1644'NO 3 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1644'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 AE1644'13.5 FEET NORTH-NORTHWEST OF THE FENCE AND 31.5 FEET
 AE1644'NORTHWEST OF THE WITNESS POST.
 AE1644'
 AE1644'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED HUMARAN 1917
 AE1644'NO 4 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1644'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 AE1644'1.7 FEET NORTH OF A METAL WITNESS POST, 16.5 FEET EAST-NORTHEAST
 AE1644'OF THE CENTER OF A TRACK ROAD AND 47.5 FEET SOUTHEAST
 AE1644'OF THE CENTER OF A GATE.
 AE1644'
 AE1644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 AE1644'EAST-SOUTHEAST OF ZAPATA
 AE1644
 AE1644                          STATION RECOVERY (1987)
 AE1644
 AE1644'RECOVERY NOTE BY AMOCO OIL COMPANY 1987 (JF)
 AE1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1323 ***********************************************************************
 AJ1323  DESIGNATION -  HUMBLE
 AJ1323  PID         -  AJ1323
 AJ1323  STATE/COUNTY-  TX/DUVAL
 AJ1323  USGS QUAD   -  FREER NORTH (1971)
 AJ1323
 AJ1323                         *CURRENT SURVEY CONTROL
 AJ1323  ___________________________________________________________________
 AJ1323* NAD 83(1993)-  27 55 59.08024(N)    098 35 52.81335(W)     ADJUSTED  
 AJ1323* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 AJ1323  ___________________________________________________________________
 AJ1323  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AJ1323  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AJ1323
 AJ1323  HORZ ORDER  -  FIRST
 AJ1323
 AJ1323.The horizontal coordinates were established by classical geodetic methods
 AJ1323.and adjusted by the National Geodetic Survey in February 1996..
 AJ1323
 AJ1323.The orthometric height was scaled from a topographic map.
 AJ1323
 AJ1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1323
 AJ1323.The geoid height was determined by GEOID03.
 AJ1323
 AJ1323;                    North         East     Units Scale Factor Converg.
 AJ1323;SPC TX S     - 5,251,114.536   290,353.966   MT  1.00002677   -0 02 40.2
 AJ1323;SPC TX S     -17,228,031.61    952,602.97   sFT  1.00002677   -0 02 40.2
 AJ1323;SPC TXSC     - 4,011,123.457   639,571.746   MT  1.00015965   +0 11 49.0
 AJ1323;SPC TXSC     -13,159,827.54  2,098,328.30   sFT  1.00015965   +0 11 49.0
 AJ1323;UTM  14      - 3,089,854.091   539,549.865   MT  0.99961931   +0 11 17.9
 AJ1323
 AJ1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1323!SPC TX S     -   0.99997826  x   1.00002677  =   1.00000503
 AJ1323!SPC TXSC     -   0.99997826  x   1.00015965  =   1.00013791
 AJ1323!UTM  14      -   0.99997826  x   0.99961931  =   0.99959758
 AJ1323
 AJ1323|---------------------------------------------------------------------|
 AJ1323| PID    Reference Object                     Distance      Geod. Az  |
 AJ1323|                                                           dddmmss.s |
 AJ1323| CV3330 HUMBLE RM 3                          43.449 METERS 12036     |
 AJ1323| AJ1324 WALKER                              APPROX. 4.2 KM 1391942.5 |
 AJ1323| CV3328 HUMBLE RM 1                          32.828 METERS 18348     |
 AJ1323| CV3327 HUMBLE AZ MK                                       2362845.2 |
 AJ1323| CV3329 HUMBLE RM 2                          37.079 METERS 28125     |
 AJ1323|---------------------------------------------------------------------|
 AJ1323
 AJ1323                          SUPERSEDED SURVEY CONTROL
 AJ1323
 AJ1323  NAD 83(1986)-  27 55 59.08577(N)    098 35 52.78949(W) AD(       ) 1
 AJ1323  NAD 27      -  27 55 58.02400(N)    098 35 51.73100(W) AD(       ) 1
 AJ1323
 AJ1323.Superseded values are not recommended for survey control.
 AJ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1323.See file dsdata.txt to determine how the superseded data were derived.
 AJ1323
 AJ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR3955089854(NAD 83)
 AJ1323_MARKER: DS = TRIANGULATION STATION DISK
 AJ1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1323_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1323
 AJ1323  HISTORY     - Date     Condition        Report By
 AJ1323  HISTORY     - 1935     MONUMENTED       CGS
 AJ1323  HISTORY     - 1950     GOOD             CGS
 AJ1323  HISTORY     - 1952     GOOD             CGS
 AJ1323  HISTORY     - 1971     MARK NOT FOUND   USGS
 AJ1323  HISTORY     - 1972     GOOD             NGS
 AJ1323
 AJ1323                          STATION DESCRIPTION
 AJ1323
 AJ1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AJ1323'STATION IS ABOUT 4 MILES NNE OF FREER JUST E OF THE FREER-TILDEN
 AJ1323'ROAD AND ON THE GROUND OF THE HUMBLE OIL AND REFINING COMPANY,
 AJ1323'HALL LEASE CAMP WHICH IS THE ONLY CAMP OF THIS COMPANY IN
 AJ1323'THIS FIELD.  THE STATION IS SET 67 FEET S OF AN EW ROAD LEADING
 AJ1323'INTO CAMP AND 12 FEET E OF NS FENCE LINE.
 AJ1323'
 AJ1323'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AJ1323'DISKS SET IN CONCRETE.
 AJ1323'
 AJ1323'REFERENCE MARK NO. 1 IS SET IN N-S FENCE LINE.
 AJ1323'
 AJ1323'REFERENCE MARK NO. 2 IS 25 FEET S OF CENTER LINE OF E-W ROAD.
 AJ1323'
 AJ1323'AZIMUTH MARK IS REACHED FROM STATION BY FOLLOWING MAIN ROAD
 AJ1323'S FROM STATION 0.6 MILE TO T-ROAD.  TURN RIGHT FOR 0.3 MILE
 AJ1323'AND MARK IS SET 20 FEET LEFT OF CENTER LINE OF ROAD.
 AJ1323'
 AJ1323'TO REACH STATION FROM THE SOUTHLAND LUMBER COMPANY, IN FREER,
 AJ1323'GO N ON MAIN STRAIGHT ROAD 2.9 MILES TO A T-ROAD AT A SIGN
 AJ1323'SUN OIL COMPANY, TURN RIGHT (E) ON MAIN STRAIGHT ROAD 0.85
 AJ1323'MILE TO A LEFT TURN, CONTINUE ON MAIN ROAD 0.5 MILE AND TURN
 AJ1323'RIGHT TO CAMP ENTRANCE AND STATION.
 AJ1323'
 AJ1323'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 AJ1323
 AJ1323                          STATION RECOVERY (1950)
 AJ1323
 AJ1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WLB)
 AJ1323'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 AJ1323
 AJ1323                          STATION RECOVERY (1952)
 AJ1323
 AJ1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 AJ1323'STATION RECOVERED, STATION MARK, BOTH REFERENCE MARKS AND
 AJ1323'THE AZIMUTH MARK WERE FOUND AS DESCRIBED BY C.I.A. IN 1935
 AJ1323'AND ARE IN GOOD CONDITION.
 AJ1323'
 AJ1323'DUE TO ROAD CHANGES A NEW DESCRIPTION TO REACH THE STATION
 AJ1323'FOLLOWS--TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 173
 AJ1323'AND 44 IN FREER BY GOING NORTH ON STATE HIGHWAY 173 FOR 3.5
 AJ1323'MILES TO A SIDE ROAD RIGHT, TURN RIGHT, FOLLOW PAVED ROAD
 AJ1323'EAST FOR 1.2 MILES TO THE HUMBLE CAMP AND STATION AS PREVIOUSLY
 AJ1323'DESCRIBED.
 AJ1323
 AJ1323                          STATION RECOVERY (1971)
 AJ1323
 AJ1323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GGK)
 AJ1323'THE STATION WAS NOT RECOVERED.  BOTH REFERENCE MARKS WERE
 AJ1323'FOUND IN GOOD CONDITION.  NEITHER THE AZIMUTH MARK NOR THE
 AJ1323'UNDERGROUND MARK WAS SEARCHED FOR.
 AJ1323
 AJ1323                          STATION RECOVERY (1972)
 AJ1323
 AJ1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 AJ1323'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 AJ1323'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED,
 AJ1323'THERE ARE NUMEROUS TRACK ROADS IN THE AREA NOW (OIL CO. FIELD
 AJ1323'ROADS), ALSO THE LINE OF SIGHT FROM THE STATION IN THE DIRECTION
 AJ1323'TO THE AZIMUTH MARK IS BLOCKED BY A ROW OF LARGE TREES.  THE
 AJ1323'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 WAS NOT CHECKED
 AJ1323'AS THE LINE OF SIGHT FROM THE STATION TO REFERENCE MARK IS ALSO
 AJ1323'BLOCKED BY THE ROW OF LARGE TREES.
 AJ1323'
 AJ1323'A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME.
 AJ1323'
 AJ1323'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AJ1323'
 AJ1323'THE STATION IS LOCATED 3-1/2 MILES NORTH-NORTHEAST OF FREER,
 AJ1323'1 MILE EAST OF STATE HIGHWAY 16 AND AT THE HUMBLE GOVERNMENT
 AJ1323'WELLS CAMP, WHICH IS NOW USED FOR A STORAGE YARD BY HUMBLE
 AJ1323'OIL COMPANY.
 AJ1323'
 AJ1323'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AJ1323'59 AND STATE HIGHWAYS 14 AND 44 IN FREER, GO NORTHERLY ON STATE
 AJ1323'HIGHWAY 16 FOR 3.8 MILES TO A SURFACE ROAD ON THE RIGHT WITH
 AJ1323'CATTLE-GUARD.  TURN RIGHT AND GO EAST ON SURFACE ROAD FOR
 AJ1323'1.2 MILES TO CATTLE-GUARD AT ENTRANCE TO STORAGE YARD AND
 AJ1323'STATION ON THE RIGHT, ON THE EAST SIDE OF THE NORTH-SOUTH
 AJ1323'ROW OF TREES.
 AJ1323'
 AJ1323'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AJ1323'CONCRETE POST THAT IS ABOUT 4-INCHES BELOW THE SURFACE AND
 AJ1323'IS STAMPED HUMBLE 1935.  IT IS 64 FEET SOUTH OF THE CENTER
 AJ1323'OF SURFACE ROAD, 54 FEET SOUTH OF THE SOUTH END OF CATTLE-GUARD,
 AJ1323'10 FEET EAST OF FENCE-LINE AND 6 FEET EAST OF A METAL WITNESS
 AJ1323'POST.
 AJ1323'
 AJ1323'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF
 AJ1323'A SQUARE CONCRETE POST THAT PROJECTS ABOUT 2-INCHES AND IS
 AJ1323'STAMPED HUMBLE NO 1 1935.  IT IS 87 FEET NORTH OF A TELEPHONE
 AJ1323'POLE, 45 FEET EAST OF THE CENTER OF TRACK ROAD AND 1-FOOT
 AJ1323'EAST OF THE FENCE-LINE.
 AJ1323'
 AJ1323'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF
 AJ1323'A SQUARE CONCRETE POST THAT PROJECTS ABOUT 12-INCHES AND IS
 AJ1323'STAMPED HUMBLE NO 2 1935.  IT IS 110 FEET WEST-SOUTHWEST OF
 AJ1323'THE SOUTH END OF CATTLE-GUARD, 63 FEET NORTH OF A HI-LINE
 AJ1323'POLE WITH TRANSFORMER, 57 FEET SOUTH OF THE CENTER OF SURFACE
 AJ1323'ROAD AND 40 FEET WEST OF THE CENTER OF TRACK ROAD.
 AJ1323'
 AJ1323'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE
 AJ1323'IN A 3 X 3 FT. SQUARE CONCRETE PEDESTAL THAT PROJECTS ABOUT
 AJ1323'18-INCHES.  IT IS SET IN THE NORTHWEST CORNER OF THE PEDESTAL,
 AJ1323'140 FEET SOUTH OF THE CENTER OF SURFACE ROAD AND 45 FEET WEST OF
 AJ1323'FENCE LINE.
 AJ1323'
 AJ1323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 AJ1323'NORTH-NORTHEAST OF FREER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0925 ***********************************************************************
 CB0925  DESIGNATION -  HUMBLE
 CB0925  PID         -  CB0925
 CB0925  STATE/COUNTY-  TX/STERLING
 CB0925  USGS QUAD   -  DOG CREEK NW (1972)
 CB0925
 CB0925                         *CURRENT SURVEY CONTROL
 CB0925  ___________________________________________________________________
 CB0925* NAD 83(1993)-  31 44 04.71552(N)    100 53 43.32679(W)     ADJUSTED  
 CB0925* NAVD 88     -       825.7    (meters)    2709.     (feet)  VERTCON   
 CB0925  ___________________________________________________________________
 CB0925  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CB0925  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CB0925
 CB0925  HORZ ORDER  -  SECOND
 CB0925
 CB0925.The horizontal coordinates were established by classical geodetic methods
 CB0925.and adjusted by the National Geodetic Survey in February 1996..
 CB0925
 CB0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0925
 CB0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0925
 CB0925.The geoid height was determined by GEOID03.
 CB0925
 CB0925;                    North         East     Units Scale Factor Converg.
 CB0925;SPC TX C     - 3,229,387.875   646,741.317   MT  0.99996344   -0 17 22.1
 CB0925;SPC TX C     -10,595,083.39  2,121,850.47   sFT  0.99996344   -0 17 22.1
 CB0925;UTM  14      - 3,512,585.985   320,443.888   MT  0.99999764   -0 59 49.9
 CB0925
 CB0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0925!SPC TX C     -   0.99987420  x   0.99996344  =   0.99983765
 CB0925!UTM  14      -   0.99987420  x   0.99999764  =   0.99987184
 CB0925
 CB0925|---------------------------------------------------------------------|
 CB0925| PID    Reference Object                     Distance      Geod. Az  |
 CB0925|                                                           dddmmss.s |
 CB0925| CV5231 HUMBLE RM 2                          18.833 METERS 01021     |
 CB0925| CV5230 HUMBLE RM 1                          18.105 METERS 10939     |
 CB0925| CB0917 WATER VALLEY MC LAUGHLIN MON        APPROX.18.9 KM 1213409.1 |
 CB0925| CV5229 HUMBLE AZ MK                                       3004810.5 |
 CB0925|---------------------------------------------------------------------|
 CB0925
 CB0925                          SUPERSEDED SURVEY CONTROL
 CB0925
 CB0925  NAD 83(1986)-  31 44 04.72255(N)    100 53 43.31315(W) AD(       ) 2
 CB0925  NAD 27      -  31 44 04.20200(N)    100 53 41.92300(W) AD(       ) 2
 CB0925  NGVD 29 (07/19/86)  825.5    (m)         2708.     (f) VERT ANG       
 CB0925
 CB0925.Superseded values are not recommended for survey control.
 CB0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0925.See file dsdata.txt to determine how the superseded data were derived.
 CB0925
 CB0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA2044412586(NAD 83)
 CB0925_MARKER: DS = TRIANGULATION STATION DISK
 CB0925_SETTING: 0 = UNSPECIFIED SETTING
 CB0925
 CB0925  HISTORY     - Date     Condition        Report By
 CB0925  HISTORY     - 1943     MONUMENTED       CGS
 CB0925  HISTORY     - 1947     GOOD             LOCSUR
 CB0925  HISTORY     - 1961     GOOD             CGS
 CB0925  HISTORY     - 1972     GOOD             USGS
 CB0925
 CB0925                          STATION DESCRIPTION
 CB0925
 CB0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 CB0925'STATION IS LOCATED ABOUT 11 MILES WNW OF WATER VALLEY, 11
 CB0925'MILES SE OF STERLING CITY, ON THE HIGHEST POINT OF A PROMINENT
 CB0925'RIDGE, ON THE RIO CONCHO RANCHO OWNED BY MR. TOM HUMBLE, AT
 CB0925'THE CENTER OF A LARGE GRASSY PLOT THAT COVERS THE S END OF
 CB0925'THE RIDGE, AND IS ABOUT 125 PACES W OF THE FENCE.  THE MARK
 CB0925'PROJECTS ABOUT 10 INCHES AND IS STAMPED HUMBLE 1943.
 CB0925'
 CB0925'STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE DISKS SET
 CB0925'IN THE TOP OF CONCRETE POSTS.
 CB0925'
 CB0925'REFERENCE MARK 1 IS SE OF THE STATION IN A GRASSY PLOT, AND
 CB0925'PROJECTS ABOUT 10 INCHES.
 CB0925'
 CB0925'REFERENCE MARK 2 IS N OF THE STATION IN A GRASSY PLOT, AND
 CB0925'PROJECTS ABOUT 7 INCHES.
 CB0925'
 CB0925'AZIMUTH MARK IS NW OF THE STATION, SET IN A 4-FOOT SQUARE
 CB0925'OUTCROP OF BEDROCK, 35 FEET SW OF THE CENTER LINE OF THE
 CB0925'ROAD AT ABOUT THE CENTER OF THE HEAD OF THE DRAW, AND 35 PACES
 CB0925'S OF PIPE LINE ALONG THE TOP OF THE HILL.  IT IS A BRONZE AZIMUTH
 CB0925'DISK.
 CB0925'
 CB0925'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION.
 CB0925'REFERENCE MARKS ARE ALSO STAMPED WITH NUMBER.
 CB0925'
 CB0925'TO REACH FROM WATER VALLEY, GO NW ON U.S. HIGHWAY 87 FOR 9.5
 CB0925'MILES TO BROOME, STORE ON LEFT, CONTINUE ON FOR 0.8 MILE TO
 CB0925'RIO CONCHO RANCHO ON THE LEFT.  HERE TURN LEFT THROUGH ENTRANCE
 CB0925'AND TAKE THE ROAD TO RIGHT OF HOUSE, TO A WIRE GATE W OF THE
 CB0925'BARN.  PASS THROUGH GATE AND FOLLOW THE MAIN ROAD W FOR 0.2
 CB0925'MILE TO FORK.  TAKE LEFT FORK AND GO 0.4 MILE TO TWO GATES.
 CB0925'PASS THROUGH THE LEFT GATE AND FOLLOW THE MAIN ROAD SW FOR
 CB0925'1.1 MILES TO WINDMILL AND STOCK PENS.  PASS THROUGH A LANE
 CB0925'BETWEEN STOCK PENS AND GATE AT THE W END OF LANE.  CONTINUE
 CB0925'ON MAIN TRACKS FOR 0.15 MILE TO FORK.  TAKE LEFT FORK AND
 CB0925'FOLLOW MAIN TRACKS S FOR 1.2 MILES TO GATE.  PASS THROUGH
 CB0925'GATE AND GO STRAIGHT AHEAD ON CENTER TRACKS, SW, OVER A
 CB0925'PASS FOR 1.5 MILES TO GATE, PASS THROUGH GATE AND CONTINUE
 CB0925'TO W SIDE OF WINDMILL.  GO RIGHT AROUND WINDMILL KEEPING
 CB0925'THE RIGHT HAND TRACKS TO TOP OF HILL, AT ANOTHER WINDMILL
 CB0925'1.0 MILE FROM THE GATE.  CONTINUE ON THIS ROAD 0.4 MILE
 CB0925'TO FORK, GO RIGHT ON DIM TRACKS FOR 0.3 MILE.  HERE GO
 CB0925'RIGHT, SW, TO HIGHEST PART OF HILL AND STATION.
 CB0925'
 CB0925'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 CB0925
 CB0925                          STATION RECOVERY (1947)
 CB0925
 CB0925'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (DDG)
 CB0925'STATION IS IN GOOD CONDITION.  AZIMUTH AND REFERENCE MARKS
 CB0925'WERE NOT RECOVERED.  BY GEN GEO CO.
 CB0925
 CB0925                          STATION RECOVERY (1961)
 CB0925
 CB0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 CB0925'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 CB0925'CONDITION.  A NEW TO REACH FOLLOWS.
 CB0925'
 CB0925'TO REACH FROM WATER VALLEY, GO NORTHWEST ON U.S. HIGHWAY NO.
 CB0925'87 FOR 9.5 MILES TO BROOME, STORE ON LEFT, CONTINUE ON FOR
 CB0925'0.9 MILE TO RIO CONCHO RANCHO ON THE LEFT.  TURN LEFT AND
 CB0925'GO 0.1 MILE ON DRIVEWAY TO GATE AT THE WEST SIDE OF THE BARN.
 CB0925'PASS THROUGH GATE AND FOLLOW THE MAIN ROAD WEST FOR 0.2 MILE
 CB0925'TO FORK.  TAKE LEFT FORK AND GO 0.4 MILE TO TWO GATES, PASS
 CB0925'THROUGH THE LEFT GATE AND FOLLOW THE MAIN ROAD SOUTHWEST FOR
 CB0925'1.1 MILE TO A WINDMILL AND STOCK PENS.  PASS THROUGH A LANE
 CB0925'BETWEEN STOCK PENS AND GATE AT THE WEST END OF LANE.
 CB0925'CONTINUE ON MAIN TRACKS FOR .15 MILE TO A FORK.  TAKE LEFT
 CB0925'FORK AND FOLLOW MAIN TRACKS SOUTH FOR 1.2 MILE TO A GATE.  PASS
 CB0925'THROUGH GATE AND GO STRAIGHT AHEAD, SOUTHWEST, OVER A PASS
 CB0925'FOR 1.5 MILE TO A GATE.  CONTINUE WEST THROUGH GATE ON
 CB0925'MAIN TRACK ROAD FOR .6 MILE TO A WINDMILL.  TURN RIGHT
 CB0925'AND GO NORTH AND NORTHWEST FOR .25 MILE TO A WINDMILL ON THE TOP
 CB0925'OF THE HILL.  BEAR RIGHT AND GO NORTH FOR .1 MILE TO A
 CB0925'LARGE WATER TANK ON THE RIGHT.  CONTINUE NORTH ON TRACK
 CB0925'ROAD FOR .35 MILE TO A DIM ROAD FORK.  TAKE THE RIGHT
 CB0925'FORK AND GO EAST FOR .1 MILE TO THE AZIMUTH MARK ON THE
 CB0925'RIGHT, AT THE NORTHWEST HEAD OF A DRAW.  CONTINUE EAST
 CB0925'ON THE TRACK ROAD FOR .15 MILE TO A POINT WHERE THE
 CB0925'ROAD TURNS SOUTH.  TURN RIGHT AND GO SOUTH FOR .15 MILE
 CB0925'TO STATION.
 CB0925
 CB0925                          STATION RECOVERY (1972)
 CB0925
 CB0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (GRS)
 CB0925'TO REACH FROM WATER VALLEY, TEXAS.  GO NW ON U.S. 87 10.4
 CB0925'MILES TO RIO RANCHO RANCH ON LEFT.  PROCEED ON RANCH ROAD TO
 CB0925'GATE ON LEFT SIDE OF BARN.  GO THRU GATE 0.2 MI. TO FORK.
 CB0925'TAKE LEFT FORK FOR 0.4 MI. TO TWO GATES.  PROCEED THRU LEFT
 CB0925'GATE SW 1.1 MI. TO A STOCKPEN.  PASS THRU PENS AND GO 0.15
 CB0925'TO FORK TAKE RIGHT FORK 0.2 MI. TO X RD.  PROCEED STRAIGHT
 CB0925'AHEAD FOR 1.3 MI. TO SADDLE AND GATE.  PROCEED THRU GATE
 CB0925'AND FOLLOW MAIN RD WEST AND SOUTH 0.5 MI. TO TOP OF HILL AND
 CB0925'FORK.  TAKE LEFT FORK (EAST) 0.2 MI. TO A CALICHE PIT.
 CB0925'CONTINUE SOUTH FROM WEST SIDE OF PIT 290 FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0953 ***********************************************************************
 CB0953  DESIGNATION -  HUMBLE
 CB0953  PID         -  CB0953
 CB0953  STATE/COUNTY-  TX/CROCKETT
 CB0953  USGS QUAD   -  BIG LAKE SE (1971)
 CB0953
 CB0953                         *CURRENT SURVEY CONTROL
 CB0953  ___________________________________________________________________
 CB0953* NAD 83(1993)-  31 00 25.44057(N)    101 16 10.02970(W)     ADJUSTED  
 CB0953* NAVD 88     -       825.8    (meters)    2709.     (feet)  VERTCON   
 CB0953  ___________________________________________________________________
 CB0953  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 CB0953  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CB0953
 CB0953  HORZ ORDER  -  FIRST
 CB0953
 CB0953.The horizontal coordinates were established by classical geodetic methods
 CB0953.and adjusted by the National Geodetic Survey in February 1996..
 CB0953
 CB0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0953
 CB0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0953
 CB0953.The geoid height was determined by GEOID03.
 CB0953
 CB0953;                    North         East     Units Scale Factor Converg.
 CB0953;SPC TX C     - 3,148,966.098   610,614.831   MT  0.99988175   -0 28 55.8
 CB0953;SPC TX C     -10,331,232.94  2,003,325.49   sFT  0.99988175   -0 28 55.8
 CB0953;UTM  14      - 3,432,596.328   283,333.485   MT  1.00017910   -1 10 10.4
 CB0953
 CB0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0953!SPC TX C     -   0.99987407  x   0.99988175  =   0.99975584
 CB0953!UTM  14      -   0.99987407  x   1.00017910  =   1.00005315
 CB0953
 CB0953:                Primary Azimuth Mark                     Grid Az
 CB0953:SPC TX C     -  BARNHART GEN TEL CO MAST                 050 15 42.0
 CB0953:UTM  14      -  BARNHART GEN TEL CO MAST                 050 56 56.6
 CB0953
 CB0953|---------------------------------------------------------------------|
 CB0953| PID    Reference Object                     Distance      Geod. Az  |
 CB0953|                                                           dddmmss.s |
 CB0953| CB0949 BARNHART GEN TEL CO MAST            APPROX.12.4 KM 0494646.2 |
 CB0953| CH9623 HUMBLE RM 1                          60.381 METERS 06237     |
 CB0953| CH9624 HUMBLE RM 2                          33.982 METERS 18320     |
 CB0953| CH9622 HUMBLE AZ MK                                       2632424.2 |
 CB0953|---------------------------------------------------------------------|
 CB0953
 CB0953                          SUPERSEDED SURVEY CONTROL
 CB0953
 CB0953  NAD 83(1986)-  31 00 25.44974(N)    101 16 10.01527(W) AD(       ) 1
 CB0953  NAD 27      -  31 00 24.86200(N)    101 16 08.60700(W) AD(       ) 1
 CB0953  NGVD 29 (07/19/86)  825.5    (m)         2708.     (f) VERT ANG       
 CB0953
 CB0953.Superseded values are not recommended for survey control.
 CB0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0953.See file dsdata.txt to determine how the superseded data were derived.
 CB0953
 CB0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV8333332596(NAD 83)
 CB0953_MARKER: DS = TRIANGULATION STATION DISK
 CB0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0953_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0953
 CB0953  HISTORY     - Date     Condition        Report By
 CB0953  HISTORY     - 1935     MONUMENTED       CGS
 CB0953  HISTORY     - 1968     GOOD             CGS
 CB0953
 CB0953                          STATION DESCRIPTION
 CB0953
 CB0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0953'STATION LOCATED ABOUT 15-1/2 MILES SE OF BIG LAKE, AND 10
 CB0953'MILES SSW OF BARNHART, ON THE OWENS RANCH, ABOUT 3-3/4 MILES SW
 CB0953'OF BOB OWENS HOUSE, 1/2 MILE E OF THE OLD BARNHART-SHEFFIELD ROAD
 CB0953'(NOW ABANDONED), AND ALONG A HUMBLE OIL PIPE LINE AND TELEPHONE
 CB0953'LINE.  THE GROUND IS SLIGHTLY HIGHER 1/2 MILE TO THE N OF THE
 CB0953'STATION, BUT OTHERWISE THE STATION SITE IS THE HIGHEST GROUND
 CB0953'IN THE VICINITY.  THE LAND IS OWNED BY THE UNIVERSITY OF TEXAS
 CB0953'AND IS LEASED BY MR. CLINT OWENS.  THIS PASTURE IS MANAGED BY
 CB0953'HIS SON, MR. BOB OWENS.
 CB0953'
 CB0953'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CB0953'BRONZE DISKS SET IN CONCRETE.
 CB0953'
 CB0953'REFERENCE MARK NO. 1 IS 60.352 METERS (197.98 FEET) ENE OF THE
 CB0953'STATION, AND PROJECTING 8 INCHES.
 CB0953'
 CB0953'REFERENCE MARK NO. 2 IS 33.978 METERS (111.46 FEET) S OF THE
 CB0953'STATION, AND PROJECTING 8 INCHES.
 CB0953'
 CB0953'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE W OF THE STATION ON
 CB0953'E-W FENCE LINE, AND PROJECTING ABOUT 4 INCHES.  REACHED FROM
 CB0953'STATION BY GOING W ACROSS PASTURE FOR 0.4 MILE TO FENCE LINE
 CB0953'AND MARK.
 CB0953'
 CB0953'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 67, AND STATE HIGHWAY
 CB0953'163 IN BARNHART BY GOING S ON HIGHWAY 163 FOR 0.5 MILE TO
 CB0953'CROSSROADS, TURN RIGHT (SW) ON GRADED STONE ROAD AND FOLLOW MAIN
 CB0953'ROAD FOR 4.8 MILES TO A SIDE ROAD RIGHT, TURN RIGHT (W) THROUGH
 CB0953'GATE, (THE MORE SOUTHERLY OF TWO GATES), FOLLOW MAIN-TRAVELED
 CB0953'ROAD FOR 1.75 MILES TO THE HOME OF MR. BOB OWENS.  GO THROUGH
 CB0953'WOODEN GATE JUST S OF THIS HOUSE AND FOLLOW MAIN STRAIGHT ROAD
 CB0953'LEADING SW, JUST SE OF A FENCE LINE FOR 1.7 MILES TO PIPE AND
 CB0953'TELEPHONE LINE (SHELL).  CONTINUE AHEAD, (SW) ON MAIN ROAD
 CB0953'FOR 0.4 MILE TO TWO GATES, GO THROUGH LEFT GATE AND CONTINUE
 CB0953'SW ON MAIN ROAD FOR 1.25 MILES TO ROAD FORKS.  TAKE MAIN
 CB0953'LEFT FORK AND GO 0.9 MILE TO HUMBLE PIPE AND TELEPHONE LINE,
 CB0953'TURN LEFT (SE) ALONG PIPE AND TELEPHONE LINE FOR 0.55 MILE TO
 CB0953'TOP OF GRADE AND STATION ON RIGHT, 25 FEET SW OF THE
 CB0953'CENTER LINE OF ROAD, AND PROJECTING 5 INCHES.
 CB0953'
 CB0953'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CB0953
 CB0953                          STATION RECOVERY (1968)
 CB0953
 CB0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0953'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CB0953'DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 CB0953'
 CB0953'THE STATION IS LOCATED ABOUT 15-1/2 MILES SOUTHEAST OF BIG LAKE,
 CB0953'10 MILES SOUTH-SOUTHWEST OF BARNHART AND ON LAND OWNED BY THE
 CB0953'UNIVERSITY OF TEXAS.
 CB0953'
 CB0953'TO REACH THE STATION FROM THE POST OFFICE IN BARNHART, GO WESTERLY
 CB0953'ON U.S. HIGHWAY 67 FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT.  BEAR
 CB0953'LEFT AND GO SOUTHWEST ON GRADED ROAD FOR 2.0 MILES TO WHERE THE ROAD
 CB0953'TURNS LEFT ACROSS RAILROAD TRACKS.  CROSS RAILROAD, BEAR RIGHT ON
 CB0953'THE GRADED ROAD AND GO 3.5 MILES TO A Y-FORK.  KEEP LEFT FORK AND
 CB0953'GO 2.45 MILES TO A FORK.  KEEP LEFT FORK AND GO SOUTHERLY FOR 3.1
 CB0953'MILES TO A Y-FORK JUST AFTER CROSSING THE THIRD CATTLE GUARD.  TAKE
 CB0953'THE LEFT FORK AND GO SOUTHEAST, PASSING TO THE RIGHT OF A WINDMILL
 CB0953'AND WATER TANK FOR 0.25 MILE TO A GATE ON THE LEFT IN A NORTH-SOUTH
 CB0953'FENCE.  TURN LEFT THROUGH GATE, THEN RIGHT AND GO SOUTHERLY ON
 CB0953'FIELD ROAD ALONG THE EAST SIDE OF THE FENCE FOR 0.45 MILE TO A RED
 CB0953'BOARD GATE ON THE RIGHT.  BEAR LEFT ON FIELD ROAD AND GO EASTERLY
 CB0953'ALONG UNDERGROUND PIPE LINE FOR 1.1 MILE TO THE STATION ON THE
 CB0953'RIGHT.
 CB0953'
 CB0953'THE STATION MARK IS A STANDARD DISK, STAMPED HUMBLE 1935, SET IN
 CB0953'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 CB0953'IT IS 14 FEET SOUTH OF THE CENTER OF THE FIELD ROAD AND 2.6 FEET
 CB0953'NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CB0953'
 CB0953'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HUMBLE NO 1 1932, SET
 CB0953'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 8
 CB0953'INCHES.  IT IS 200.5 FEET NORTHEAST OF THE METAL WITNESS POST WITH
 CB0953'SIGN AND 169 FEET NORTH OF THE CENTER OF THE FIELD ROAD.
 CB0953'
 CB0953'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HUMBLE NO 2 1932, SET
 CB0953'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 8
 CB0953'INCHES.  IT IS 109 FEET SOUTH OF THE CENTER OF THE FIELD ROAD AND
 CB0953'109.0 FEET SOUTHEAST OF THE METAL WITNESS POST WITH SIGN.
 CB0953'
 CB0953'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HUMBLE AZI 1932, SET IN
 CB0953'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 CB0953'IS 1.8 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1.5
 CB0953'FEET NORTH OF A WIRE FENCE.
 CB0953'
 CB0953'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ACROSS PASTURE
 CB0953'FOR 0.4 MILE TO A WIRE FENCE AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6985 ***********************************************************************
 AW6985  DESIGNATION -  HUMBLE KATY BLENDING PLANT TK
 AW6985  PID         -  AW6985
 AW6985  STATE/COUNTY-  TX/WALLER
 AW6985  USGS QUAD   -  BROOKSHIRE (1980)
 AW6985
 AW6985                         *CURRENT SURVEY CONTROL
 AW6985  ___________________________________________________________________
 AW6985* NAD 83(1993)-  29 47 16.87314(N)    095 53 16.45985(W)     ADJUSTED  
 AW6985* NAVD 88     -                                                        
 AW6985  ___________________________________________________________________
 AW6985  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AW6985  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW6985
 AW6985  HORZ ORDER  -  THIRD
 AW6985
 AW6985.The horizontal coordinates were established by classical geodetic methods
 AW6985.and adjusted by the National Geodetic Survey in February 1996..
 AW6985
 AW6985
 AW6985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6985
 AW6985.The geoid height was determined by GEOID03.
 AW6985
 AW6985;                    North         East     Units Scale Factor Converg.
 AW6985;SPC TXSC     - 4,220,636.013   900,843.258   MT  0.99989441   +1 31 28.8
 AW6985;SPC TXSC     -13,847,203.32  2,955,516.59   sFT  0.99989441   +1 31 28.8
 AW6985;UTM  15      - 3,298,793.909   220,817.846   MT  1.00056179   -1 26 08.2
 AW6985
 AW6985                          SUPERSEDED SURVEY CONTROL
 AW6985
 AW6985  NAD 83(1986)-  29 47 16.88834(N)    095 53 16.44240(W) AD(       ) 4
 AW6985  NAD 27      -  29 47 16.06125(N)    095 53 15.61078(W) AD(       ) 3
 AW6985
 AW6985.Superseded values are not recommended for survey control.
 AW6985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6985.See file dsdata.txt to determine how the superseded data were derived.
 AW6985
 AW6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2081898794(NAD 83)
 AW6985_MARKER: 53 = ELEVATED TANK
 AW6985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6985+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 AW6985
 AW6985  HISTORY     - Date     Condition        Report By
 AW6985  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6985  HISTORY     - 20041012 GOOD             USPSQD
 AW6985
 AW6985                          STATION DESCRIPTION
 AW6985
 AW6985'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6985'THE STATION IS LOCATED ABOUT 4.0 MILES WEST OF KATY AND JUST
 AW6985'NORTHEAST OF THE JOHNSUE, TEXAS SWITCH STATION ON THE MISSOURI,
 AW6985'KANSAS AND TEXAS RAILROAD.  IT IS AT THE SITE OF THE HUMBLE-KATY
 AW6985'BLENDING PLANT.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING
 AW6985'THE TANK PROPER, HAS A FLAT ROOF AND AN OVER-ALL HEIGHT OF
 AW6985'80.0 FEET.
 AW6985'
 AW6985'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TANK PROPER.
 AW6985
 AW6985                          STATION RECOVERY (2004)
 AW6985
 AW6985'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6982 ***********************************************************************
 AW6982  DESIGNATION -  HUMBLE KATY GAS PLANT CEN STK
 AW6982  PID         -  AW6982
 AW6982  STATE/COUNTY-  TX/WALLER
 AW6982  USGS QUAD   -  BROOKSHIRE (1980)
 AW6982
 AW6982                         *CURRENT SURVEY CONTROL
 AW6982  ___________________________________________________________________
 AW6982* NAD 83(1993)-  29 48 41.68739(N)    095 52 44.24257(W)     ADJUSTED  
 AW6982* NAVD 88     -                                                        
 AW6982  ___________________________________________________________________
 AW6982  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW6982  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW6982
 AW6982  HORZ ORDER  -  THIRD
 AW6982
 AW6982.The horizontal coordinates were established by classical geodetic methods
 AW6982.and adjusted by the National Geodetic Survey in February 1996..
 AW6982
 AW6982
 AW6982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6982
 AW6982.The geoid height was determined by GEOID03.
 AW6982
 AW6982;                    North         East     Units Scale Factor Converg.
 AW6982;SPC TXSC     - 4,223,269.416   901,638.489   MT  0.99989774   +1 31 44.5
 AW6982;SPC TXSC     -13,855,843.08  2,958,125.61   sFT  0.99989774   +1 31 44.5
 AW6982;UTM  15      - 3,301,384.437   221,748.653   MT  1.00055538   -1 25 55.9
 AW6982
 AW6982                          SUPERSEDED SURVEY CONTROL
 AW6982
 AW6982  NAD 83(1986)-  29 48 41.70242(N)    095 52 44.22524(W) AD(       ) 4
 AW6982  NAD 27      -  29 48 40.87790(N)    095 52 43.39429(W) AD(       ) 3
 AW6982
 AW6982.Superseded values are not recommended for survey control.
 AW6982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6982.See file dsdata.txt to determine how the superseded data were derived.
 AW6982
 AW6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2174901384(NAD 83)
 AW6982_MARKER: 63 = STACK
 AW6982
 AW6982  HISTORY     - Date     Condition        Report By
 AW6982  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6982
 AW6982                          STATION DESCRIPTION
 AW6982
 AW6982'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6982'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-NORTHWEST OF
 AW6982'KATY AT THE SITE OF THE HUMBLE-KATY GAS CYCLING PLANT AT THE
 AW6982'FIRED HEATER PLANT.  IT IS THE CENTER ONE OF THREE IDENTICAL
 AW6982'STACKS, IS A TUBULAR STEEL STRUCTURE 5.0 FEET IN DIAMETER
 AW6982'AND IS 85.0 FEET HIGH.
 AW6982'
 AW6982'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE STACK.
 AW6982'
 AW6982'TO REACH THE STATION FROM THE JOHNSUE, TEXAS SWITCH STATION
 AW6982'ON THE MISSOURI, KANSAS AND TEXAS RAILROAD ABOUT 4.0 MILES WEST
 AW6982'OF KATY, GO NORTH ON A PAVED ROAD FOR 3.0 MILES TO WHERE THE
 AW6982'PAVED ROAD TURNS RIGHT, TURN RIGHT AND GO EAST FOR 0.3 MILE
 AW6982'TO THE PLANT SITE AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6986 ***********************************************************************
 AW6986  DESIGNATION -  HUMBLE KATY GAS PLANT RAD MAST
 AW6986  PID         -  AW6986
 AW6986  STATE/COUNTY-  TX/WALLER
 AW6986  USGS QUAD   -  BROOKSHIRE (1980)
 AW6986
 AW6986                         *CURRENT SURVEY CONTROL
 AW6986  ___________________________________________________________________
 AW6986* NAD 83(1993)-  29 48 54.57501(N)    095 52 42.75224(W)     ADJUSTED  
 AW6986* NAVD 88     -                                                        
 AW6986  ___________________________________________________________________
 AW6986  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW6986  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW6986
 AW6986  HORZ ORDER  -  THIRD
 AW6986
 AW6986.The horizontal coordinates were established by classical geodetic methods
 AW6986.and adjusted by the National Geodetic Survey in February 1996..
 AW6986
 AW6986
 AW6986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6986
 AW6986.The geoid height was determined by GEOID03.
 AW6986
 AW6986;                    North         East     Units Scale Factor Converg.
 AW6986;SPC TXSC     - 4,223,667.131   901,667.901   MT  0.99989826   +1 31 45.3
 AW6986;SPC TXSC     -13,857,147.91  2,958,222.11   sFT  0.99989826   +1 31 45.3
 AW6986;UTM  15      - 3,301,780.362   221,798.604   MT  1.00055504   -1 25 55.7
 AW6986
 AW6986                          SUPERSEDED SURVEY CONTROL
 AW6986
 AW6986  NAD 83(1986)-  29 48 54.59022(N)    095 52 42.73492(W) AD(       ) 4
 AW6986  NAD 27      -  29 48 53.76536(N)    095 52 41.90465(W) AD(       ) 3
 AW6986
 AW6986.Superseded values are not recommended for survey control.
 AW6986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6986.See file dsdata.txt to determine how the superseded data were derived.
 AW6986
 AW6986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2179901780(NAD 83)
 AW6986_MARKER: 42 = RADIO/TV MAST
 AW6986
 AW6986  HISTORY     - Date     Condition        Report By
 AW6986  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6986
 AW6986                          STATION DESCRIPTION
 AW6986
 AW6986'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6986'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-NORTHWEST OF
 AW6986'KATY AT THE SITE OF THE HUMBLE-KATY GAS CYCLING PLANT AND
 AW6986'JUST SOUTH OF THE ADMINISTRATION BUILDING.  IT IS A STEEL
 AW6986'TRUSSWORK STRUCTURE SUPPORTING TWO LARGE MICRO WAVE DIRECTIONAL
 AW6986'ANTENNAE WITH A RED LIGHT AT THE TOP AND CENTER OF THE MAST
 AW6986'AND IS SUPPORTED BY GUY CABLES.  IT IS PAINTED ALTERNATELY
 AW6986'RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF 150.0 FEET.
 AW6986'
 AW6986'THE POINT OBSERVED UPON WAS THE RED LIGHT AT THE TOP AND
 AW6986'CENTER OF THE MAST.
 AW6986'
 AW6986'TO REACH THE STATION FROM THE JOHNSUE, TEXAS SWITCH STATION
 AW6986'ON THE MISSOURI, KANSAS AND TEXAS RAILROAD ABOUT 4.0 MILES
 AW6986'WEST OF KATY, GO NORTH ON A PAVED ROAD FOR 3.0 MILES TO WHERE
 AW6986'THE PAVED ROAD TURNS RIGHT, TURN RIGHT AND GO EAST FOR 0.3
 AW6986'MILE TO THE PLANT SITE AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6286 ***********************************************************************
 AW6286  DESIGNATION -  HUMBLE KKO 970 RAD MAST
 AW6286  PID         -  AW6286
 AW6286  STATE/COUNTY-  TX/HARRIS
 AW6286  USGS QUAD   -  HARMASTON (1982)
 AW6286
 AW6286                         *CURRENT SURVEY CONTROL
 AW6286  ___________________________________________________________________
 AW6286* NAD 83(1993)-  29 57 31.48414(N)    095 10 29.32332(W)     ADJUSTED  
 AW6286* NAVD 88     -                                                        
 AW6286  ___________________________________________________________________
 AW6286  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AW6286  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW6286
 AW6286  HORZ ORDER  -  THIRD
 AW6286
 AW6286.The horizontal coordinates were established by classical geodetic methods
 AW6286.and adjusted by the National Geodetic Survey in February 1996..
 AW6286
 AW6286
 AW6286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6286
 AW6286.The geoid height was determined by GEOID03.
 AW6286
 AW6286;                    North         East     Units Scale Factor Converg.
 AW6286;SPC TXSC     - 4,241,593.543   969,136.223   MT  0.99992235   +1 52 26.4
 AW6286;SPC TXSC     -13,915,961.48  3,179,574.42   sFT  0.99992235   +1 52 26.4
 AW6286;UTM  15      - 3,316,203.685   290,132.261   MT  1.00014344   -1 05 11.2
 AW6286
 AW6286                          SUPERSEDED SURVEY CONTROL
 AW6286
 AW6286  NAD 83(1986)-  29 57 31.49942(N)    095 10 29.30518(W) AD(       ) 4
 AW6286  NAD 27      -  29 57 30.70481(N)    095 10 28.55285(W) AD(       ) 3
 AW6286
 AW6286.Superseded values are not recommended for survey control.
 AW6286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6286.See file dsdata.txt to determine how the superseded data were derived.
 AW6286
 AW6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9013216204(NAD 83)
 AW6286_MARKER: 42 = RADIO/TV MAST
 AW6286
 AW6286  HISTORY     - Date     Condition        Report By
 AW6286  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6286
 AW6286                          STATION DESCRIPTION
 AW6286
 AW6286'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6286'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF HUMBLE, 1/2
 AW6286'MILES WEST OF THE WEST OF THE WEST SHORE OF LAKE HOUSTON, IN THE
 AW6286'ALCO MAGNOLIA OIL FIELD AND ON THE PROPERTY OF THE DOOLEY ESTATE.
 AW6286'
 AW6286'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND NORTH
 AW6286'BELT ROAD WHICH IS ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF HUMBLE, GO
 AW6286'EAST ON NORTH BELT ROAD FOR 0.6 MILE TO A CROSSROAD.  TURN LEFT
 AW6286'AND GO NORTHEAST ON OLD HUMBLE ROAD FOR 1.55 MILES TO A FORK.
 AW6286'KEEP RIGHT AND GO NORTHEAST AND EAST FOR 2.15 MILES TO A SIDE
 AW6286'ROAD RIGHT, LEADING TO THE HARRIS COUNTY REHABILITATION CENTER.
 AW6286'CONTINUE NORTHEAST FOR 2.95 MILES TO A SIDE ROAD AND A LOCKED
 AW6286'ALUMINUM GATE ON THE RIGHT.  TURN RIGHT AND PASS THROUGH THE GATE
 AW6286'AND GO SOUTH ON A GRAVELED ROAD FOR 2.05 MILES, CROSSING TWO
 AW6286'CATTLE GUARDS, TO A T-ROAD.  TURN LEFT AND GO EAST FOR 0.65 MILE
 AW6286'TO A RAILROAD CROSSING, A CATTLE GUARD ON EACH SIDE OF THE
 AW6286'TRACKS AND A SIDE ROAD RIGHT ON THE EAST SIDE OF THE TRACKS.
 AW6286'CONTINUE AHEAD IN AN EASTERLY DIRECTION FOR 0.25 MILE TO A
 AW6286'CROSSROAD AND THE HOME OF MR. A.R. TAYLOR AND THE MAST IN THE
 AW6286'NORTHWEST ANGLE OF THE INTERSECTION.
 AW6286'
 AW6286'THE MAST IS A SINGLE COLUMN LACED STEEL STRUCTURE SUPPORTED BY GUY
 AW6286'CABLES AND HAS AN OVER-ALL HEIGHT OF ABOUT 170 FEET.  IT IS PAINTED
 AW6286'ALTERNATE RED AND WHITE.
 AW6286'
 AW6286'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6633 ***********************************************************************
 AW6633  DESIGNATION -  HUMBLE KKQ 43 RAD MAST
 AW6633  PID         -  AW6633
 AW6633  STATE/COUNTY-  TX/HARRIS
 AW6633  USGS QUAD   -  HUMBLE (1995)
 AW6633
 AW6633                         *CURRENT SURVEY CONTROL
 AW6633  ___________________________________________________________________
 AW6633* NAD 83(1993)-  29 57 53.68337(N)    095 15 25.41394(W)     ADJUSTED  
 AW6633* NAVD 88     -                                                        
 AW6633  ___________________________________________________________________
 AW6633  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW6633  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW6633
 AW6633  HORZ ORDER  -  THIRD
 AW6633
 AW6633.The horizontal coordinates were established by classical geodetic methods
 AW6633.and adjusted by the National Geodetic Survey in February 1996..
 AW6633
 AW6633
 AW6633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6633
 AW6633.The geoid height was determined by GEOID03.
 AW6633
 AW6633;                    North         East     Units Scale Factor Converg.
 AW6633;SPC TXSC     - 4,242,019.893   961,180.098   MT  0.99992352   +1 50 01.4
 AW6633;SPC TXSC     -13,917,360.27  3,153,471.70   sFT  0.99992352   +1 50 01.4
 AW6633;UTM  15      - 3,317,040.646   282,206.869   MT  1.00018526   -1 07 40.0
 AW6633
 AW6633                          SUPERSEDED SURVEY CONTROL
 AW6633
 AW6633  NAD 83(1986)-  29 57 53.69849(N)    095 15 25.39580(W) AD(       ) 4
 AW6633  NAD 27      -  29 57 52.90199(N)    095 15 24.63521(W) AD(       ) 3
 AW6633
 AW6633.Superseded values are not recommended for survey control.
 AW6633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6633.See file dsdata.txt to determine how the superseded data were derived.
 AW6633
 AW6633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8220717041(NAD 83)
 AW6633_MARKER: 42 = RADIO/TV MAST
 AW6633
 AW6633  HISTORY     - Date     Condition        Report By
 AW6633  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6633
 AW6633                          STATION DESCRIPTION
 AW6633
 AW6633'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6633'THE STATION IS LOCATED ABOUT 2 MILES EAST OF U.S. HIGHWAY 59 AND
 AW6633'2-1/2 MILES SOUTH ALONG OLD HUMBLE ROAD FROM HUMBLE.  IT IS OWNED
 AW6633'BY THE SUN OIL COMPANY.
 AW6633'
 AW6633'THE MAST IS A SINGLE COLUMN LACED STEEL STRUCTURE SUPPORTED BY GUY
 AW6633'CABLES.  IT IS PAINTED ALTERNATE RED AND WHITE AND HAS AN OVER-ALL
 AW6633'HEIGHT OF 260 FEET.
 AW6633'
 AW6633'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6632 ***********************************************************************
 AW6632  DESIGNATION -  HUMBLE MUNICIPAL TANK
 AW6632  PID         -  AW6632
 AW6632  STATE/COUNTY-  TX/HARRIS
 AW6632  USGS QUAD   -  HUMBLE (1995)
 AW6632
 AW6632                         *CURRENT SURVEY CONTROL
 AW6632  ___________________________________________________________________
 AW6632* NAD 83(1993)-  29 59 46.24200(N)    095 15 58.43976(W)     ADJUSTED  
 AW6632* NAVD 88     -                                                        
 AW6632  ___________________________________________________________________
 AW6632  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AW6632  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW6632
 AW6632  HORZ ORDER  -  THIRD
 AW6632
 AW6632.The horizontal coordinates were established by classical geodetic methods
 AW6632.and adjusted by the National Geodetic Survey in February 1996..
 AW6632
 AW6632
 AW6632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6632
 AW6632.The geoid height was determined by GEOID03.
 AW6632
 AW6632;                    North         East     Units Scale Factor Converg.
 AW6632;SPC TXSC     - 4,245,455.509   960,184.531   MT  0.99992966   +1 49 45.2
 AW6632;SPC TXSC     -13,928,631.95  3,150,205.42   sFT  0.99992966   +1 49 45.2
 AW6632;SPC TX C     - 3,047,663.363 1,188,772.097   MT  1.00003434   +2 36 35.5
 AW6632;SPC TX C     - 9,998,875.55  3,900,163.12   sFT  1.00003434   +2 36 35.5
 AW6632;UTM  15      - 3,320,524.027   281,389.955   MT  1.00018966   -1 08 00.4
 AW6632
 AW6632                          SUPERSEDED SURVEY CONTROL
 AW6632
 AW6632  NAD 83(1986)-  29 59 46.25700(N)    095 15 58.42174(W) AD(       ) 4
 AW6632  NAD 27      -  29 59 45.46355(N)    095 15 57.66137(W) AD(       ) 3
 AW6632
 AW6632.Superseded values are not recommended for survey control.
 AW6632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6632.See file dsdata.txt to determine how the superseded data were derived.
 AW6632
 AW6632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8139020524(NAD 83)
 AW6632_MARKER: 53 = ELEVATED TANK
 AW6632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW6632+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 AW6632
 AW6632  HISTORY     - Date     Condition        Report By
 AW6632  HISTORY     - 1942     FIRST OBSERVED   CGS
 AW6632  HISTORY     - 1952     GOOD             CGS
 AW6632  HISTORY     - 1968     GOOD             CGS
 AW6632  HISTORY     - 20040316 GOOD             USPSQD
 AW6632  HISTORY     - 20050720 GOOD             USPSQD
 AW6632
 AW6632                          STATION DESCRIPTION
 AW6632
 AW6632'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 AW6632'THIS INTERSECTION STATION IS LOCATED IN THE SW PART OF HUMBLE,
 AW6632'AT THE CITY WATER WORKS, ABOUT 200 YARDS S OF STATE HIGHWAY
 AW6632'35, ABOUT 50 YARDS E OF THE H.E. AND W.T. RAILROAD TRACKS
 AW6632'AND ABOUT 16 YARDS N OF A SMALL RESERVIOR.
 AW6632'
 AW6632'THE TANK AND SUPPORTING TOWER ARE OF STEEL CONSTRUCTION,
 AW6632'PAINTED ALUMINUM.  IT WAS BUILT IN 1934 AND IS ABOUT 146
 AW6632'FEET HIGH.  THE POINT LOCATED WAS A STEEL BALL AT THE APEX
 AW6632'OF THE CONICAL ROOF OF THE TANK.
 AW6632
 AW6632                          STATION RECOVERY (1952)
 AW6632
 AW6632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6632'THE STATION IS LOCATED IN THE SOUTHWEST PART OF HUMBLE, 180
 AW6632'FEET SOUTH OF STRATTI STREET AND 120 FEET EAST OF THE SOUTHERN
 AW6632'PACIFIC RAILROAD TRACKS.  IT IS A FOUR LEGGED STEEL STRUCTURE
 AW6632'SUPPORTING THE TANK PROPER AND HAS AN OVERALL HEIGHT OF 120
 AW6632'FEET.  THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF
 AW6632'THE ROOF.
 AW6632'
 AW6632'PROBABLY THE SAME STATION AS LOCATED IN 1942.
 AW6632
 AW6632                          STATION RECOVERY (1968)
 AW6632
 AW6632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6632'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1952.
 AW6632
 AW6632                          STATION RECOVERY (2004)
 AW6632
 AW6632'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6632'RECOVERED IN GOOD CONDITION.
 AW6632
 AW6632                          STATION RECOVERY (2005)
 AW6632
 AW6632'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 AW6632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6978 ***********************************************************************
 AW6978  DESIGNATION -  HUMBLE N KATY PROD PLANT TANK
 AW6978  PID         -  AW6978
 AW6978  STATE/COUNTY-  TX/HARRIS
 AW6978  USGS QUAD   -  WARREN LAKE (1980)
 AW6978
 AW6978                         *CURRENT SURVEY CONTROL
 AW6978  ___________________________________________________________________
 AW6978* NAD 83(1993)-  29 52 31.09556(N)    095 51 18.13380(W)     ADJUSTED  
 AW6978* NAVD 88     -                                                        
 AW6978  ___________________________________________________________________
 AW6978  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW6978  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AW6978
 AW6978  HORZ ORDER  -  THIRD
 AW6978
 AW6978.The horizontal coordinates were established by classical geodetic methods
 AW6978.and adjusted by the National Geodetic Survey in February 1996..
 AW6978
 AW6978
 AW6978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6978
 AW6978.The geoid height was determined by GEOID03.
 AW6978
 AW6978;                    North         East     Units Scale Factor Converg.
 AW6978;SPC TXSC     - 4,230,391.950   903,759.721   MT  0.99990758   +1 32 26.7
 AW6978;SPC TXSC     -13,879,210.92  2,965,085.02   sFT  0.99990758   +1 32 26.7
 AW6978;UTM  15      - 3,308,392.334   224,236.763   MT  1.00053836   -1 25 22.9
 AW6978
 AW6978                          SUPERSEDED SURVEY CONTROL
 AW6978
 AW6978  NAD 83(1986)-  29 52 31.11048(N)    095 51 18.11631(W) AD(       ) 4
 AW6978  NAD 27      -  29 52 30.29132(N)    095 51 17.29210(W) AD(       ) 3
 AW6978
 AW6978.Superseded values are not recommended for survey control.
 AW6978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6978.See file dsdata.txt to determine how the superseded data were derived.
 AW6978
 AW6978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2423708392(NAD 83)
 AW6978_MARKER: 53 = ELEVATED TANK
 AW6978
 AW6978  HISTORY     - Date     Condition        Report By
 AW6978  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6978  HISTORY     - 20040326 GOOD             USPSQD
 AW6978
 AW6978                          STATION DESCRIPTION
 AW6978
 AW6978'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6978'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH-NORTHWEST OF KATY
 AW6978'AT THE SITE OF THE HUMBLE-NORTH KATY DISTRICT PRODUCTION
 AW6978'PLANT.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE
 AW6978'TANK PROPER, HAS A FLAT ROOF AND AN OVER-ALL HEIGHT OF 80.0
 AW6978'FEET.
 AW6978'
 AW6978'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE TANK
 AW6978'PROPER.
 AW6978'
 AW6978'TO REACH THE STATION FROM KATY, GO NORTH ON THE KATY-HOCKLEY
 AW6978'ROAD FOR 6.0 MILES, TURN LEFT AND GO WEST ON THE FREEMAN
 AW6978'ROAD FOR 2.0 MILES TO THE PLANT SITE ON THE RIGHT AND THE
 AW6978'STATION AS DESCRIBED.
 AW6978
 AW6978                          STATION RECOVERY (2004)
 AW6978
 AW6978'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0660 ***********************************************************************
 EN0660  DESIGNATION -  HUMBLE OIL CO DERRICK
 EN0660  PID         -  EN0660
 EN0660  STATE/COUNTY-  TX/CHILDRESS
 EN0660  USGS QUAD   -  ESTELLINE NE (1984)
 EN0660
 EN0660                         *CURRENT SURVEY CONTROL
 EN0660  ___________________________________________________________________
 EN0660* NAD 83(1993)-  34 38 55.29852(N)    100 15 17.69543(W)     ADJUSTED  
 EN0660* NAVD 88     -                                                        
 EN0660  ___________________________________________________________________
 EN0660  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 EN0660  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 EN0660
 EN0660  HORZ ORDER  -  THIRD
 EN0660
 EN0660.The horizontal coordinates were established by classical geodetic methods
 EN0660.and adjusted by the National Geodetic Survey in February 1996..
 EN0660
 EN0660
 EN0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0660
 EN0660.The geoid height was determined by GEOID03.
 EN0660
 EN0660;                    North         East     Units Scale Factor Converg.
 EN0660;SPC TX N     - 1,072,684.207   314,142.152   MT  1.00000030   +0 43 17.7
 EN0660;SPC TX N     - 3,519,298.10  1,030,648.04   sFT  1.00000030   +0 43 17.7
 EN0660;UTM  14      - 3,834,801.803   384,996.351   MT  0.99976301   -0 42 48.8
 EN0660
 EN0660                          SUPERSEDED SURVEY CONTROL
 EN0660
 EN0660  NAD 83(1993)-  34 38 55.30210(N)    100 15 17.69362(W) AD(       ) 4
 EN0660  NAD 83(1986)-  34 38 55.29943(N)    100 15 17.68949(W) AD(       ) 4
 EN0660  NAD 27      -  34 38 55.09000(N)    100 15 16.27000(W) AD(       ) 3
 EN0660
 EN0660.Superseded values are not recommended for survey control.
 EN0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0660.See file dsdata.txt to determine how the superseded data were derived.
 EN0660
 EN0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD8499634802(NAD 83)
 EN0660_MARKER: 67 = OIL DERRICK
 EN0660
 EN0660  HISTORY     - Date     Condition        Report By
 EN0660  HISTORY     - 1935     FIRST OBSERVED   CGS
 EN0660
 EN0660                          STATION DESCRIPTION
 EN0660
 EN0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EN0660'OBJECT OBSERVED UPON WAS TOP OF OIL DERRICK OWNED BY HUMBLE OIL
 EN0660'COMPANY, LOCATED ABOUT ONE MILE S OF STATION SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1524 ***********************************************************************
 AH1524  DESIGNATION -  HUMBLE OIL CO HUB 1
 AH1524  PID         -  AH1524
 AH1524  STATE/COUNTY-  TX/KENEDY
 AH1524  USGS QUAD   -  LA PARRA RANCH SW (1975)
 AH1524
 AH1524                         *CURRENT SURVEY CONTROL
 AH1524  ___________________________________________________________________
 AH1524* NAD 83(1993)-  27 06 18.09515(N)    097 43 34.17093(W)     ADJUSTED  
 AH1524* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AH1524  ___________________________________________________________________
 AH1524  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 AH1524  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AH1524
 AH1524  HORZ ORDER  -  THIRD
 AH1524
 AH1524.The horizontal coordinates were established by classical geodetic methods
 AH1524.and adjusted by the National Geodetic Survey in February 1996..
 AH1524
 AH1524.The orthometric height was scaled from a topographic map.
 AH1524
 AH1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1524
 AH1524.The geoid height was determined by GEOID03.
 AH1524
 AH1524;                    North         East     Units Scale Factor Converg.
 AH1524;SPC TX S     - 5,159,593.325   376,727.631   MT  0.99989643   +0 21 04.8
 AH1524;SPC TX S     -16,927,765.77  1,235,980.57   sFT  0.99989643   +0 21 04.8
 AH1524;UTM  14      - 2,998,707.598   626,272.917   MT  0.99979683   +0 34 49.7
 AH1524
 AH1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1524!SPC TX S     -   1.00000235  x   0.99989643  =   0.99989878
 AH1524!UTM  14      -   1.00000235  x   0.99979683  =   0.99979918
 AH1524
 AH1524                          SUPERSEDED SURVEY CONTROL
 AH1524
 AH1524  NAD 83(1986)-  27 06 18.11529(N)    097 43 34.14944(W) AD(       ) 4
 AH1524  NAD 27      -  27 06 16.94000(N)    097 43 33.17000(W) AD(       ) 3
 AH1524
 AH1524.Superseded values are not recommended for survey control.
 AH1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1524.See file dsdata.txt to determine how the superseded data were derived.
 AH1524
 AH1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2627398708(NAD 83)
 AH1524_MARKER: I = METAL ROD
 AH1524_SETTING: 0 = UNSPECIFIED SETTING
 AH1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1524
 AH1524  HISTORY     - Date     Condition        Report By
 AH1524  HISTORY     - 1950     MONUMENTED       CGS
 AH1524  HISTORY     - 1950     GOOD             CGS
 AH1524
 AH1524                          STATION DESCRIPTION
 AH1524
 AH1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1524'THE STATION IS LOCATED ABOUT 4 MILES EAST OF MIFFLIN ON THE
 AH1524'KENEDY RANCH.  IT IS ABOUT 100 FEET EAST OF A NORTH-SOUTH
 AH1524'FENCE LINE.  IT IS A 2-1/2 INCH IRON PIPE SET IN CONCRETE
 AH1524'AND PROJECTS ABOUT 2 FEET.
 AH1524'
 AH1524'TO REACH THE STATION FROM THE MIFFLIN RAILROAD STATION, GO
 AH1524'EAST TO A LOCKED GATE ON THE EAST SIDE OF U.S. HIGHWAY 77
 AH1524'(KEY CAN BE OBTAINED FROM THE KENEDY RANCH OFFICIALS AT SARITA)
 AH1524'PASS THROUGH GATE AND GO 4.3 MILES ON SURFACED ROAD TO A CATTLE
 AH1524'GUARD.  TURN LEFT NORTH, ALONG THE WEST SIDE OF THE FENCE AND GO
 AH1524'1.9 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 AH1524
 AH1524                          STATION RECOVERY (1950)
 AH1524
 AH1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1524'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 AH1524'R.L. ENGDAHL IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1518 ***********************************************************************
 AH1518  DESIGNATION -  HUMBLE OIL CO HUB 2
 AH1518  PID         -  AH1518
 AH1518  STATE/COUNTY-  TX/KENEDY
 AH1518  USGS QUAD   -  LA PARRA RANCH SE (1975)
 AH1518
 AH1518                         *CURRENT SURVEY CONTROL
 AH1518  ___________________________________________________________________
 AH1518* NAD 83(1993)-  27 06 22.43631(N)    097 32 53.26294(W)     ADJUSTED  
 AH1518* NAVD 88     -                                                        
 AH1518  ___________________________________________________________________
 AH1518  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AH1518  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AH1518
 AH1518  HORZ ORDER  -  THIRD
 AH1518
 AH1518.The horizontal coordinates were established by classical geodetic methods
 AH1518.and adjusted by the National Geodetic Survey in February 1996..
 AH1518
 AH1518
 AH1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1518
 AH1518.The geoid height was determined by GEOID03.
 AH1518
 AH1518;                    North         East     Units Scale Factor Converg.
 AH1518;SPC TX S     - 5,159,847.615   394,378.283   MT  0.99989647   +0 25 55.8
 AH1518;SPC TX S     -16,928,600.05  1,293,889.42   sFT  0.99989647   +0 25 55.8
 AH1518;UTM  14      - 2,999,032.505   643,921.160   MT  0.99985570   +0 39 41.9
 AH1518
 AH1518                          SUPERSEDED SURVEY CONTROL
 AH1518
 AH1518  NAD 83(1986)-  27 06 22.45333(N)    097 32 53.24033(W) AD(       ) 4
 AH1518  NAD 27      -  27 06 21.27600(N)    097 32 52.27400(W) AD(       ) 3
 AH1518
 AH1518.Superseded values are not recommended for survey control.
 AH1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1518.See file dsdata.txt to determine how the superseded data were derived.
 AH1518
 AH1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4392199033(NAD 83)
 AH1518_MARKER: Z = SEE DESCRIPTION
 AH1518_SETTING: 0 = UNSPECIFIED SETTING
 AH1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1518
 AH1518  HISTORY     - Date     Condition        Report By
 AH1518  HISTORY     - 1950     MONUMENTED       CGS
 AH1518  HISTORY     - 1950     GOOD             CGS
 AH1518
 AH1518                          STATION DESCRIPTION
 AH1518
 AH1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1518'THE STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF THE
 AH1518'CARNESTOLIENDOS RANCH AND ABOUT 8 MILES NORTH OF THE HUMBLE
 AH1518'OIL CO. CAMP.  IT IS ABOUT 0.75 MILE EAST OF SAND DUNES AND ABOUT
 AH1518'0.75 MILE WEST OF SAND DUNES.  IT IS ABOUT 0.3 MILE SOUTHEAST
 AH1518'OF A SMALL LAKE AND FLOWING WELL.  IT IS A TWO BY TWO STAKE
 AH1518'PROJECTING ABOUT 2 INCHES WITH A SMALL PILE OF ROCKS AROUND IT.
 AH1518'
 AH1518'TO REACH THE STATION FROM TURCOTTE, GO NORTH ON U.S. HIGHWAY
 AH1518'77 FOR 2.2 MILES TO A LOCKED GATE ON THE RIGHT, (SEE RANCH
 AH1518'OFFICIALS IN SARITA FOR KEY TO GATE) GO THROUGH GATE AND
 AH1518'GO EASTERLY ON GRADED ROAD FOR 9.3 MILES TO A METAL GATE ABOUT
 AH1518'0.1 MILE WEST OF A WINDMILL AND BUILDINGS, GO THROUGH GATE
 AH1518'AND CONTINUE 0.05 MILE TO A FORKS JUST BEFORE REACHING ANOTHER
 AH1518'GATE, TURN RIGHT ON TRACK ROAD AND GO SOUTHERLY ON THE WEST
 AH1518'SIDE OF FENCE FOR 0.25 MILE TO A FENCE CORNER, TURN LEFT
 AH1518'AND GO EAST FOR 4.15 MILE TO A WINDMILL ABOUT 0.1 MILE SOUTH
 AH1518'OF THE ROAD.  CONTINUE EASTERLY ON TRACK ROAD FOR 2.0 MILES TO
 AH1518'A REVERSE FORKS, CONTINUE EAST ON TRACK ROAD FOR 0.6 MILE TO
 AH1518'A FORKS, TAKE RIGHT FORK, STRAIGHT AHEAD, AND GO EASTERLY
 AH1518'FOR 0.4 MILE TO A GATE.  GO THROUGH GATE AND GO 0.2 MILE
 AH1518'TO A FORKS, TAKE RIGHT FORK FOR 0.15 MILE TO A REVERSE FORKS,
 AH1518'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A GATE, GO
 AH1518'THROUGH GATE, KEEP ALL LEFT FORKS AND GO 0.75 MILE TO A WIRE
 AH1518'GATE, PASS THROUGH GATE AND GO 5.6 MILES TO A FLOWING WELL
 AH1518'ON THE RIGHT.  HERE TURN LEFT, NORTH-NORTHWEST AND GO
 AH1518'ACROSS COUNTRY FOR 2.8 MILES TO THE STATION AS DESCRIBED.
 AH1518
 AH1518                          STATION RECOVERY (1950)
 AH1518
 AH1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1518'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AH1518'BY R.L. ENGDAHL IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1517 ***********************************************************************
 AH1517  DESIGNATION -  HUMBLE OIL CO HUB 3
 AH1517  PID         -  AH1517
 AH1517  STATE/COUNTY-  TX/KENEDY
 AH1517  USGS QUAD   -  LA PARRA RANCH SE (1975)
 AH1517
 AH1517                         *CURRENT SURVEY CONTROL
 AH1517  ___________________________________________________________________
 AH1517* NAD 83(1993)-  27 00 16.93354(N)    097 32 47.64106(W)     ADJUSTED  
 AH1517* NAVD 88     -                                                        
 AH1517  ___________________________________________________________________
 AH1517  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AH1517  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AH1517
 AH1517  HORZ ORDER  -  THIRD
 AH1517
 AH1517.The horizontal coordinates were established by classical geodetic methods
 AH1517.and adjusted by the National Geodetic Survey in February 1996..
 AH1517
 AH1517
 AH1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1517
 AH1517.The geoid height was determined by GEOID03.
 AH1517
 AH1517;                    North         East     Units Scale Factor Converg.
 AH1517;SPC TX S     - 5,148,600.473   394,618.098   MT  0.99989480   +0 25 58.3
 AH1517;SPC TX S     -16,891,700.05  1,294,676.21   sFT  0.99989480   +0 25 58.3
 AH1517;UTM  14      - 2,987,786.848   644,205.786   MT  0.99985672   +0 39 36.2
 AH1517
 AH1517                          SUPERSEDED SURVEY CONTROL
 AH1517
 AH1517  NAD 83(1986)-  27 00 16.94998(N)    097 32 47.61456(W) AD(       ) 4
 AH1517  NAD 27      -  27 00 15.76300(N)    097 32 46.65600(W) AD(       ) 3
 AH1517
 AH1517.Superseded values are not recommended for survey control.
 AH1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1517.See file dsdata.txt to determine how the superseded data were derived.
 AH1517
 AH1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4420687787(NAD 83)
 AH1517_MARKER: Z = SEE DESCRIPTION
 AH1517_SETTING: 0 = UNSPECIFIED SETTING
 AH1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1517
 AH1517  HISTORY     - Date     Condition        Report By
 AH1517  HISTORY     - 1950     MONUMENTED       CGS
 AH1517  HISTORY     - 1950     GOOD             CGS
 AH1517
 AH1517                          STATION DESCRIPTION
 AH1517
 AH1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1517'THE STATION IS LOCATED ABOUT 21.5 MILES SOUTHEAST OF SARITA
 AH1517'AND 16.0 MILES EAST OF TURCOTTE ON LAND OWNED BY THE KENEDY
 AH1517'RANCH.  IT IS 300 FEET SOUTH OF EAST-WEST AND NORTH-SOUTH
 AH1517'FENCE INTERSECTION SET IN SOUTHEAST FENCE CORNER.  IT IS A
 AH1517'4 INCH IRON PIPE FILLED WITH CONCRETE WITH A 32 CALIBER BULLET
 AH1517'FOR THE CENTER POINT.  THE PIPE PROJECTS ABOUT 18 INCHES.
 AH1517'
 AH1517'TO REACH THE STATION FROM TURCOTTE, GO NORTH ON U.S. HIGHWAY
 AH1517'77 FOR 2.25 MILES TO LOCKED GATE ON THE RIGHT, (SEE RANCH
 AH1517'OFFICIALS IN SARITA FOR KEY TO GATE) GO THROUGH GATE AND GO
 AH1517'EASTERLY ON GRADED ROAD FOR 9.3 MILES TO METAL GATE ABOUT
 AH1517'0.1 MILE WEST OF WINDMILL AND BUILDINGS, GO THROUGH GATE
 AH1517'AND CONTINUE 0.05 MILE TO FORKS JUST BEFORE REACHING GATE,
 AH1517'TURN RIGHT ON TRACK ROAD AND GO SOUTHERLY ON THE WEST SIDE
 AH1517'OF FENCE FOR 0.25 MILE TO FENCE CORNER, TURN LEFT AND GO
 AH1517'EAST FOR 4.15 MILES TO WINDMILL ABOUT 0.1 MILE SOUTH OF ROAD,
 AH1517'CONTINUE EASTERLY ON TRACK ROAD FOR 2.0 MILES TO REVERSE
 AH1517'FORKS, CONTINUE EAST ON TRACK FOR 0.6 MILE TO FORKS, TAKE
 AH1517'RIGHT FORK STRAIGHT AHEAD AND GO EASTERLY FOR 0.4 MILE TO
 AH1517'GATE, GO THROUGH GATE AND GO 0.2 MILE TO FORKS, TAKE
 AH1517'RIGHT FORK FOR 0.15 MILE TO REVERSE FORKS, CONTINUE
 AH1517'STRAIGHT AHEAD FOR 0.35 MILE TO GATE, GO THROUGH GATE, TURN
 AH1517'LEFT AND GO EAST ALONG THE SOUTH SIDE OF FENCE FOR 0.35
 AH1517'MILE TO FENCE CORNER AND STATION AS DESCRIBED.
 AH1517
 AH1517                          STATION RECOVERY (1950)
 AH1517
 AH1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1517'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 AH1517'BY R.L. ENGDAHL IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1445 ***********************************************************************
 AE1445  DESIGNATION -  HUMBLE OIL CO KELSEY DIST TANK
 AE1445  PID         -  AE1445
 AE1445  STATE/COUNTY-  TX/JIM HOGG
 AE1445  USGS QUAD   -  SANTA ELENA (1993)
 AE1445
 AE1445                         *CURRENT SURVEY CONTROL
 AE1445  ___________________________________________________________________
 AE1445* NAD 83(1993)-  26 47 50.07963(N)    098 25 33.16688(W)     ADJUSTED  
 AE1445* NAVD 88     -                                                        
 AE1445  ___________________________________________________________________
 AE1445  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AE1445  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AE1445
 AE1445  HORZ ORDER  -  THIRD
 AE1445
 AE1445.The horizontal coordinates were established by classical geodetic methods
 AE1445.and adjusted by the National Geodetic Survey in February 1996..
 AE1445
 AE1445
 AE1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1445
 AE1445.The geoid height was determined by GEOID03.
 AE1445
 AE1445;                    North         East     Units Scale Factor Converg.
 AE1445;SPC TX S     - 5,125,260.679   307,369.222   MT  0.99990108   +0 02 01.1
 AE1445;SPC TX S     -16,815,126.08  1,008,427.19   sFT  0.99990108   +0 02 01.1
 AE1445;UTM  14      - 2,964,107.406   557,063.829   MT  0.99964020   +0 15 31.8
 AE1445
 AE1445                          SUPERSEDED SURVEY CONTROL
 AE1445
 AE1445  NAD 83(1986)-  26 47 50.08578(N)    098 25 33.13566(W) AD(       ) 4
 AE1445  NAD 27      -  26 47 48.89500(N)    098 25 32.08300(W) AD(       ) 3
 AE1445
 AE1445.Superseded values are not recommended for survey control.
 AE1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1445.See file dsdata.txt to determine how the superseded data were derived.
 AE1445
 AE1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5706464107(NAD 83)
 AE1445_MARKER: 53 = ELEVATED TANK
 AE1445
 AE1445  HISTORY     - Date     Condition        Report By
 AE1445  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1445
 AE1445                          STATION DESCRIPTION
 AE1445
 AE1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1445'THE STATION IS THE TOP CENTER OF THE TANK WHICH IS IN THE
 AE1445'KELSEY DISTRICT HOUSING AREA AND OFFICE OF THE HUMBLE OIL CO.,
 AE1445'APPROXIMATELY 6 MILES NORTH-NORTHEAST OF SAN ISIDRO AND ALONG
 AE1445'THE WEST SIDE OF FARM ROAD 755.
 AE1445'
 AE1445'THE TANK IS A SILVER, FLAT TOPPED, METAL STRUCTURE SUPPORTED
 AE1445'BY FOUR LEGS AND IS APPROXIMATELY 90 FEET HIGH.  THE LETTERS
 AE1445'HUMBLE ARE PAINTED ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1446 ***********************************************************************
 AE1446  DESIGNATION -  HUMBLE OIL CO KELSEY DIST MAST
 AE1446  PID         -  AE1446
 AE1446  STATE/COUNTY-  TX/JIM HOGG
 AE1446  USGS QUAD   -  SANTA ELENA (1993)
 AE1446
 AE1446                         *CURRENT SURVEY CONTROL
 AE1446  ___________________________________________________________________
 AE1446* NAD 83(1993)-  26 47 46.11264(N)    098 25 37.89960(W)     ADJUSTED  
 AE1446* NAVD 88     -                                                        
 AE1446  ___________________________________________________________________
 AE1446  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AE1446  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AE1446
 AE1446  HORZ ORDER  -  THIRD
 AE1446
 AE1446.The horizontal coordinates were established by classical geodetic methods
 AE1446.and adjusted by the National Geodetic Survey in February 1996..
 AE1446
 AE1446
 AE1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1446
 AE1446.The geoid height was determined by GEOID03.
 AE1446
 AE1446;                    North         East     Units Scale Factor Converg.
 AE1446;SPC TX S     - 5,125,138.519   307,238.587   MT  0.99990115   +0 01 59.0
 AE1446;SPC TX S     -16,814,725.29  1,007,998.60   sFT  0.99990115   +0 01 59.0
 AE1446;UTM  14      - 2,963,984.767   556,933.709   MT  0.99964002   +0 15 29.7
 AE1446
 AE1446                          SUPERSEDED SURVEY CONTROL
 AE1446
 AE1446  NAD 83(1986)-  26 47 46.11880(N)    098 25 37.86837(W) AD(       ) 4
 AE1446  NAD 27      -  26 47 44.92800(N)    098 25 36.81600(W) AD(       ) 3
 AE1446
 AE1446.Superseded values are not recommended for survey control.
 AE1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1446.See file dsdata.txt to determine how the superseded data were derived.
 AE1446
 AE1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5693463985(NAD 83)
 AE1446_MARKER: 42 = RADIO/TV MAST
 AE1446
 AE1446  HISTORY     - Date     Condition        Report By
 AE1446  HISTORY     - 1961     FIRST OBSERVED   CGS
 AE1446
 AE1446                          STATION DESCRIPTION
 AE1446
 AE1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1446'THE STATION IS THE TOP CENTER OF THE MAST WHICH IS IN THE
 AE1446'HOUSING AREA AND THE KELSEY DISTRICT OFFICE OF THE HUMBLE OIL
 AE1446'CO., APPROXIMATELY 6 MILES NORTH-NORTHEAST OF SAN ISIDRO AND
 AE1446'ALONG THE WEST SIDE OF FARM ROAD 755.
 AE1446'
 AE1446'THE MAST IS A SLENDER METAL STRUCTURE, PAINTED RED AND WHITE,
 AE1446'145 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1239 ***********************************************************************
 AJ1239  DESIGNATION -  HUMBLE OIL CO KING RANCH MAST
 AJ1239  PID         -  AJ1239
 AJ1239  STATE/COUNTY-  TX/KLEBERG
 AJ1239  USGS QUAD   -  ELLA (1963)
 AJ1239
 AJ1239                         *CURRENT SURVEY CONTROL
 AJ1239  ___________________________________________________________________
 AJ1239* NAD 83(1993)-  27 28 28.51063(N)    098 03 23.06560(W)     ADJUSTED  
 AJ1239* NAVD 88     -                                                        
 AJ1239  ___________________________________________________________________
 AJ1239  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AJ1239  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AJ1239
 AJ1239  HORZ ORDER  -  THIRD
 AJ1239
 AJ1239.The horizontal coordinates were established by classical geodetic methods
 AJ1239.and adjusted by the National Geodetic Survey in February 1996..
 AJ1239
 AJ1239
 AJ1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1239
 AJ1239.The geoid height was determined by GEOID03.
 AJ1239
 AJ1239;                    North         East     Units Scale Factor Converg.
 AJ1239;SPC TX S     - 5,200,381.636   343,839.213   MT  0.99992881   +0 12 05.0
 AJ1239;SPC TX S     -17,061,585.42  1,128,079.15   sFT  0.99992881   +0 12 05.0
 AJ1239;UTM  14      - 3,039,355.998   593,224.970   MT  0.99970728   +0 26 07.3
 AJ1239
 AJ1239                          SUPERSEDED SURVEY CONTROL
 AJ1239
 AJ1239  NAD 83(1986)-  27 28 28.52010(N)    098 03 23.04162(W) AD(       ) 4
 AJ1239  NAD 27      -  27 28 27.39000(N)    098 03 22.03400(W) AD(       ) 3
 AJ1239
 AJ1239.Superseded values are not recommended for survey control.
 AJ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1239.See file dsdata.txt to determine how the superseded data were derived.
 AJ1239
 AJ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9322539356(NAD 83)
 AJ1239_MARKER: 42 = RADIO/TV MAST
 AJ1239
 AJ1239  HISTORY     - Date     Condition        Report By
 AJ1239  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1239
 AJ1239                          STATION DESCRIPTION
 AJ1239
 AJ1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1239'THE STATION IS THE RED LIGHT ATOP THE MAST WHICH IS 3 MILES
 AJ1239'EAST OF U.S. HIGHWAY 281 AND AN INTERSECTION LOCALLY KNOWN
 AJ1239'AS ELLA SWITCH, 8 MILES NORTHEAST OF PREMONT AND ALONG
 AJ1239'THE NORTH SIDE OF THE GAS PLANT AREA.
 AJ1239'
 AJ1239'THE MAST IS A GUYED STEEL STRUCTURE, PAINTED RED AND WHITE,
 AJ1239'300 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1241 ***********************************************************************
 AJ1241  DESIGNATION -  HUMBLE OIL CO KING RANCH TK
 AJ1241  PID         -  AJ1241
 AJ1241  STATE/COUNTY-  TX/KLEBERG
 AJ1241  USGS QUAD   -  ELLA (1963)
 AJ1241
 AJ1241                         *CURRENT SURVEY CONTROL
 AJ1241  ___________________________________________________________________
 AJ1241* NAD 83(1993)-  27 27 54.71189(N)    098 03 31.50971(W)     ADJUSTED  
 AJ1241* NAVD 88     -                                                        
 AJ1241  ___________________________________________________________________
 AJ1241  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AJ1241  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AJ1241
 AJ1241  HORZ ORDER  -  THIRD
 AJ1241
 AJ1241.The horizontal coordinates were established by classical geodetic methods
 AJ1241.and adjusted by the National Geodetic Survey in February 1996..
 AJ1241
 AJ1241
 AJ1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1241
 AJ1241.The geoid height was determined by GEOID03.
 AJ1241
 AJ1241;                    North         East     Units Scale Factor Converg.
 AJ1241;SPC TX S     - 5,199,340.551   343,611.043   MT  0.99992748   +0 12 01.2
 AJ1241;SPC TX S     -17,058,169.79  1,127,330.56   sFT  0.99992748   +0 12 01.2
 AJ1241;UTM  14      - 3,038,314.222   593,001.101   MT  0.99970676   +0 26 02.9
 AJ1241
 AJ1241                          SUPERSEDED SURVEY CONTROL
 AJ1241
 AJ1241  NAD 83(1986)-  27 27 54.72125(N)    098 03 31.48581(W) AD(       ) 4
 AJ1241  NAD 27      -  27 27 53.59000(N)    098 03 30.47500(W) AD(       ) 3
 AJ1241
 AJ1241.Superseded values are not recommended for survey control.
 AJ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1241.See file dsdata.txt to determine how the superseded data were derived.
 AJ1241
 AJ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9300138314(NAD 83)
 AJ1241_MARKER: 53 = ELEVATED TANK
 AJ1241
 AJ1241  HISTORY     - Date     Condition        Report By
 AJ1241  HISTORY     - 1961     FIRST OBSERVED   CGS
 AJ1241
 AJ1241                          STATION DESCRIPTION
 AJ1241
 AJ1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1241'THE STATION IS THE VENT ATOP THE CENTER OF THE TANK WHICH
 AJ1241'IS 8 MILES NORTHEAST OF PREMONT, 3 MILES EAST OF U.S. HIGHWAY
 AJ1241'281 AND THE INTERSECTION LOCALLY KNOWN AS ELLA SWITCH AND
 AJ1241'ALONG THE SOUTHWEST SIDE OF THE GAS PLANT AREA.  IT IS ON
 AJ1241'THE NORTH SIDE OF A LARGE STORAGE TANK.
 AJ1241'
 AJ1241'THE TANK IS A METAL STRUCTURE SUPPORTED BY FOUR LEGS AND IS
 AJ1241'75 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1590 ***********************************************************************
 AH1590  DESIGNATION -  HUMBLE OIL CO STRATTON GATE TK
 AH1590  PID         -  AH1590
 AH1590  STATE/COUNTY-  TX/KLEBERG
 AH1590  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1590
 AH1590                         *CURRENT SURVEY CONTROL
 AH1590  ___________________________________________________________________
 AH1590* NAD 83(1993)-  27 32 09.14851(N)    097 59 03.39735(W)     ADJUSTED  
 AH1590* NAVD 88     -                                                        
 AH1590  ___________________________________________________________________
 AH1590  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AH1590  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AH1590
 AH1590  HORZ ORDER  -  THIRD
 AH1590
 AH1590.The horizontal coordinates were established by classical geodetic methods
 AH1590.and adjusted by the National Geodetic Survey in February 1996..
 AH1590
 AH1590
 AH1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1590
 AH1590.The geoid height was determined by GEOID03.
 AH1590
 AH1590;                    North         East     Units Scale Factor Converg.
 AH1590;SPC TX S     - 5,207,199.670   350,939.865   MT  0.99993820   +0 14 02.9
 AH1590;SPC TX S     -17,083,954.25  1,151,375.21   sFT  0.99993820   +0 14 02.9
 AH1590;UTM  14      - 3,046,201.571   600,296.093   MT  0.99972417   +0 28 10.6
 AH1590
 AH1590                          SUPERSEDED SURVEY CONTROL
 AH1590
 AH1590  NAD 83(1986)-  27 32 09.15816(N)    097 59 03.37441(W) AD(       ) 4
 AH1590  NAD 27      -  27 32 08.03300(N)    097 59 02.37400(W) AD(       ) 3
 AH1590
 AH1590.Superseded values are not recommended for survey control.
 AH1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1590.See file dsdata.txt to determine how the superseded data were derived.
 AH1590
 AH1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0029646202(NAD 83)
 AH1590_MARKER: 53 = ELEVATED TANK
 AH1590
 AH1590  HISTORY     - Date     Condition        Report By
 AH1590  HISTORY     - 1961     FIRST OBSERVED   CGS
 AH1590
 AH1590                          STATION DESCRIPTION
 AH1590
 AH1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AH1590'THE STATION IS THE VENT ATOP THE CENTER OF THE TANK WHICH IS
 AH1590'8 MILES SOUTHEAST OF BEN BOLT, 6 MILES EAST OF THE INTERSECTION
 AH1590'OF U.S. HIGHWAY 281 AND STATE HIGHWAY 141, ALONG THE SOUTH
 AH1590'SIDE OF HIGHWAY 141 AND AT AN ENTRANCE TO THE KING RANCH.
 AH1590'
 AH1590'THE TANK IS A METAL STRUCTURE SUPPORTED BY FOUR LEGS AND IS
 AH1590'50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2692 ***********************************************************************
 BY2692  DESIGNATION -  HUMBLE OIL COMPANY RADIO MAST
 BY2692  PID         -  BY2692
 BY2692  STATE/COUNTY-  TX/NACOGDOCHES
 BY2692  USGS QUAD   -  CUSHING (1973)
 BY2692
 BY2692                         *CURRENT SURVEY CONTROL
 BY2692  ___________________________________________________________________
 BY2692* NAD 83(1993)-  31 47 22.35425(N)    094 45 36.15169(W)     ADJUSTED  
 BY2692* NAVD 88     -                                                        
 BY2692  ___________________________________________________________________
 BY2692  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BY2692  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BY2692
 BY2692  HORZ ORDER  -  THIRD
 BY2692
 BY2692.The horizontal coordinates were established by classical geodetic methods
 BY2692.and adjusted by the National Geodetic Survey in February 1996..
 BY2692
 BY2692
 BY2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2692
 BY2692.The geoid height was determined by GEOID03.
 BY2692
 BY2692;                    North         East     Units Scale Factor Converg.
 BY2692;SPC TX C     - 3,248,560.058 1,227,603.797   MT  0.99997615   +2 52 14.1
 BY2692;SPC TX C     -10,657,984.12  4,027,563.46   sFT  0.99997615   +2 52 14.1
 BY2692;SPC TXNC     - 2,019,931.599   954,170.391   MT  1.00011294   +2 02 23.1
 BY2692;SPC TXNC     - 6,627,058.92  3,130,474.02   sFT  1.00011294   +2 02 23.1
 BY2692;UTM  15      - 3,518,457.050   333,364.251   MT  0.99994247   -0 55 38.7
 BY2692
 BY2692                          SUPERSEDED SURVEY CONTROL
 BY2692
 BY2692  NAD 83(1986)-  31 47 22.36485(N)    094 45 36.13902(W) AD(       ) 4
 BY2692  NAD 27      -  31 47 21.73400(N)    094 45 35.37300(W) AD(       ) 3
 BY2692
 BY2692.Superseded values are not recommended for survey control.
 BY2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2692.See file dsdata.txt to determine how the superseded data were derived.
 BY2692
 BY2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR3336418457(NAD 83)
 BY2692_MARKER: 42 = RADIO/TV MAST
 BY2692
 BY2692  HISTORY     - Date     Condition        Report By
 BY2692  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2692  HISTORY     - 19980919 GOOD             USPSQD
 BY2692
 BY2692                          STATION DESCRIPTION
 BY2692
 BY2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2692'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE SOUTH OF MT.
 BY2692'ENTERPRISE AND 6 MILES EAST-SOUTHEAST OF CUSHING.  IT IS A STEEL
 BY2692'MAST SET IN A CONCRETE BASE AND IS PAINTED ALTERNATELY RED AND
 BY2692'WHITE.  THE MAST HAS A RED LIGHT AT THE APEX AND HAS AN OVERALL
 BY2692'HEIGHT OF 150 FEET.
 BY2692'
 BY2692'THE RED LIGHT AT THE APEX OF THE MAST WAS THE POINT INTERSECTED.
 BY2692'
 BY2692'TO REACH THE STATION FROM THE JUNCTION TEXAS STATE HIGHWAY
 BY2692'204 AND FARM ROAD 225 IN CUSHING GO EAST ON TEXAS HIGHWAY
 BY2692'204 FOR 5.7 MILES TO A SIDE ROAD LEFT AND A SIGN TRAWICK
 BY2692'GAS SYSTEM.  TURN LEFT AND GO 0.8 MILE TO AN OIL ROAD LEFT AND
 BY2692'THE PLANT ENTRANCE.  TURN LEFT AND GO 0.05 MILE TO THE STATION
 BY2692'ON THE RIGHT.
 BY2692
 BY2692                          STATION RECOVERY (1998)
 BY2692
 BY2692'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1539 ***********************************************************************
 AH1539  DESIGNATION -  HUMBLE OIL KEN LEASE WELL 35
 AH1539  PID         -  AH1539
 AH1539  STATE/COUNTY-  TX/KENEDY
 AH1539  USGS QUAD   -  TURCOTTE (1979)
 AH1539
 AH1539                         *CURRENT SURVEY CONTROL
 AH1539  ___________________________________________________________________
 AH1539* NAD 83(1993)-  27 05 55.63210(N)    097 46 39.87850(W)     ADJUSTED  
 AH1539* NAVD 88     -                                                        
 AH1539  ___________________________________________________________________
 AH1539  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AH1539  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AH1539
 AH1539  HORZ ORDER  -  THIRD
 AH1539
 AH1539.The horizontal coordinates were established by classical geodetic methods
 AH1539.and adjusted by the National Geodetic Survey in February 1996..
 AH1539
 AH1539
 AH1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1539
 AH1539.The geoid height was determined by GEOID03.
 AH1539
 AH1539;                    North         East     Units Scale Factor Converg.
 AH1539;SPC TX S     - 5,158,871.696   371,616.866   MT  0.99989624   +0 19 40.5
 AH1539;SPC TX S     -16,925,398.22  1,219,213.00   sFT  0.99989624   +0 19 40.5
 AH1539;UTM  14      - 2,997,965.624   621,165.626   MT  0.99978123   +0 33 24.6
 AH1539
 AH1539                          SUPERSEDED SURVEY CONTROL
 AH1539
 AH1539  NAD 83(1986)-  27 05 55.64428(N)    097 46 39.86246(W) AD(       ) 4
 AH1539  NAD 27      -  27 05 54.46100(N)    097 46 38.88500(W) AD(       ) 3
 AH1539
 AH1539.Superseded values are not recommended for survey control.
 AH1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1539.See file dsdata.txt to determine how the superseded data were derived.
 AH1539
 AH1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2116697966(NAD 83)
 AH1539_MARKER: 67 = OIL DERRICK
 AH1539
 AH1539  HISTORY     - Date     Condition        Report By
 AH1539  HISTORY     - 1950     FIRST OBSERVED   CGS
 AH1539
 AH1539                          STATION DESCRIPTION
 AH1539
 AH1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1539'LOCATED ON KENEDY RANCH, 0.9 MILE E. OF MIFFLIN.
 AH1539'
 AH1539'TO REACH FROM THE GROUP OF BUILDINGS AT MIFFLIN, GO N. ON
 AH1539'U.S. HIGHWAY 77, 0.1 MILE TO LOCKED GATE ON E. SIDE OF ROAD.
 AH1539'(OBTAIN KEY FROM RANCH OFFICIALS IN SARITA) PASS THROUGH GATE
 AH1539'AND TAKE RIGHT FORK TRACK ROAD 0.9 MILE TO STATION.
 AH1539'
 AH1539'THE STATION IS AN OIL DERRICK 300 FEET SE. OF THE TRACK ROAD
 AH1539'AND ABOUT 450 FEET W. OF A LONE PATCH OF SCRUB OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1521 ***********************************************************************
 AH1521  DESIGNATION -  HUMBLE OIL KENEDY LEASE WELL 1
 AH1521  PID         -  AH1521
 AH1521  STATE/COUNTY-  TX/KENEDY
 AH1521  USGS QUAD   -  LA PARRA RANCH SW (1975)
 AH1521
 AH1521                         *CURRENT SURVEY CONTROL
 AH1521  ___________________________________________________________________
 AH1521* NAD 83(1993)-  27 03 48.62922(N)    097 38 10.98057(W)     ADJUSTED  
 AH1521* NAVD 88     -                                                        
 AH1521  ___________________________________________________________________
 AH1521  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AH1521  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AH1521
 AH1521  HORZ ORDER  -  THIRD
 AH1521
 AH1521.The horizontal coordinates were established by classical geodetic methods
 AH1521.and adjusted by the National Geodetic Survey in February 1996..
 AH1521
 AH1521
 AH1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1521
 AH1521.The geoid height was determined by GEOID03.
 AH1521
 AH1521;                    North         East     Units Scale Factor Converg.
 AH1521;SPC TX S     - 5,155,051.229   385,660.325   MT  0.99989539   +0 23 31.5
 AH1521;SPC TX S     -16,912,863.91  1,265,287.25   sFT  0.99989539   +0 23 31.5
 AH1521;UTM  14      - 2,994,201.589   635,222.918   MT  0.99982573   +0 37 13.8
 AH1521
 AH1521                          SUPERSEDED SURVEY CONTROL
 AH1521
 AH1521  NAD 83(1986)-  27 03 48.64589(N)    097 38 10.95429(W) AD(       ) 4
 AH1521  NAD 27      -  27 03 47.46700(N)    097 38 09.98400(W) AD(       ) 3
 AH1521
 AH1521.Superseded values are not recommended for survey control.
 AH1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1521.See file dsdata.txt to determine how the superseded data were derived.
 AH1521
 AH1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ3522394202(NAD 83)
 AH1521_MARKER: 67 = OIL DERRICK
 AH1521
 AH1521  HISTORY     - Date     Condition        Report By
 AH1521  HISTORY     - 1950     FIRST OBSERVED   CGS
 AH1521
 AH1521                          STATION DESCRIPTION
 AH1521
 AH1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1521'LOCATED 10 MILES SE. OF MIFFLIN ON THE KENEDY RANCH.
 AH1521'
 AH1521'TO REACH FROM LONE HOUSES ON W. SIDE OF U.S. HIGHWAY 77 AT
 AH1521'MIFFLIN, GO S. APPROXIMATELY 0.4 MILE TO SURFACED ROAD E. THROUGH
 AH1521'GATE IN RIGHT OF WAY FENCE.  (KEYS AND PERMISSION CAN BE
 AH1521'OBTAINED FROM RANCH OFFICIALS IN SARITA).  TURN E ONTO ROAD
 AH1521'AND GO 4.3 MILES TO CATTLE GUARD, CONTINUE 5.9 MILES TO END
 AH1521'OF SURFACED ROAD AND STATION SITE.
 AH1521'
 AH1521'STATION IS THE CENTER OF AN OIL DERRICK.  DERRICK HAS BEEN
 AH1521'REMOVED BUT IT IS BELIEVED TO HAVE BEEN CENTERED OVER OIL
 AH1521'WELL NOW AT FORMER SITE OF DERRICK.  IT IS ON THE N. SIDE
 AH1521'OF A LARGE SURFACED APRON, 45 FEET S. OF A FENCED ENCLOSURE,
 AH1521'151 FEET W. OF E. EDGE OF APRON AND APPROXIMATELY 45 YARDS SE.
 AH1521'OF SW. CORNER OF ENCLOSURE.
 AH1521'
 AH1521'THERE IS NOW AN EXCAVATION AROUND IMMEDIATE SITE OF STATION
 AH1521'AND IF IT IS FILLED IN, STATION WILL BE APPROXIMATELY 1.0 FT.
 AH1521'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0972 ***********************************************************************
 CB0972  DESIGNATION -  HUMBLE OIL REFINERY WATER TK
 CB0972  PID         -  CB0972
 CB0972  STATE/COUNTY-  TX/REAGAN
 CB0972  USGS QUAD   -  TEXON (1970)
 CB0972
 CB0972                         *CURRENT SURVEY CONTROL
 CB0972  ___________________________________________________________________
 CB0972* NAD 83(1993)-  31 08 32.95544(N)    101 39 20.41149(W)     ADJUSTED  
 CB0972* NAVD 88     -                                                        
 CB0972  ___________________________________________________________________
 CB0972  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 CB0972  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CB0972
 CB0972  HORZ ORDER  -  THIRD
 CB0972
 CB0972.The horizontal coordinates were established by classical geodetic methods
 CB0972.and adjusted by the National Geodetic Survey in February 1996..
 CB0972
 CB0972
 CB0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0972
 CB0972.The geoid height was determined by GEOID03.
 CB0972
 CB0972;                    North         East     Units Scale Factor Converg.
 CB0972;SPC TX C     - 3,164,351.834   573,916.896   MT  0.99988476   -0 40 51.9
 CB0972;SPC TX C     -10,381,710.98  1,882,925.68   sFT  0.99988476   -0 40 51.9
 CB0972;UTM  14      - 3,448,429.270   246,808.938   MT  1.00039080   -1 22 27.0
 CB0972
 CB0972                          SUPERSEDED SURVEY CONTROL
 CB0972
 CB0972  NAD 83(1986)-  31 08 32.96671(N)    101 39 20.39656(W) AD(       ) 4
 CB0972  NAD 27      -  31 08 32.40900(N)    101 39 18.96000(W) AD(       ) 3
 CB0972
 CB0972.Superseded values are not recommended for survey control.
 CB0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0972.See file dsdata.txt to determine how the superseded data were derived.
 CB0972
 CB0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV4680948429(NAD 83)
 CB0972_MARKER: 53 = ELEVATED TANK
 CB0972
 CB0972  HISTORY     - Date     Condition        Report By
 CB0972  HISTORY     - 1943     FIRST OBSERVED   CGS
 CB0972
 CB0972                          STATION DESCRIPTION
 CB0972
 CB0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CB0972'STATION IS A HIGH, SILVER-COLORED WATER TANK ON THE PROPERTY
 CB0972'OF THE HUMBLE OIL COMPANY, ABOUT 12 MILES WEST OF BIG LAKE
 CB0972'AND 18 MILES EAST OF RANKIN, AND ABOUT 1-1/2 MILES SOUTH OF
 CB0972'U.S. HIGHWAY 67.  THE TANK SURMOUNTS A STEEL STRUCTURE AND
 CB0972'IS ABOUT 70 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1260 ***********************************************************************
 AJ1260  DESIGNATION -  HUMBLE OIL SULLIVAN RANCH TK
 AJ1260  PID         -  AJ1260
 AJ1260  STATE/COUNTY-  TX/BROOKS
 AJ1260  USGS QUAD   -  FLOWELLA (1963)
 AJ1260
 AJ1260                         *CURRENT SURVEY CONTROL
 AJ1260  ___________________________________________________________________
 AJ1260* NAD 83(1993)-  27 08 10.74940(N)    098 02 36.58524(W)     ADJUSTED  
 AJ1260* NAVD 88     -                                                        
 AJ1260  ___________________________________________________________________
 AJ1260  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AJ1260  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AJ1260
 AJ1260  HORZ ORDER  -  THIRD
 AJ1260
 AJ1260.The horizontal coordinates were established by classical geodetic methods
 AJ1260.and adjusted by the National Geodetic Survey in February 1996..
 AJ1260
 AJ1260
 AJ1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1260
 AJ1260.The geoid height was determined by GEOID03.
 AJ1260
 AJ1260;                    North         East     Units Scale Factor Converg.
 AJ1260;SPC TX S     - 5,162,906.986   345,250.766   MT  0.99989757   +0 12 26.1
 AJ1260;SPC TX S     -16,938,637.34  1,132,710.22   sFT  0.99989757   +0 12 26.1
 AJ1260;UTM  14      - 3,001,894.898   594,787.624   MT  0.99971091   +0 26 10.7
 AJ1260
 AJ1260                          SUPERSEDED SURVEY CONTROL
 AJ1260
 AJ1260  NAD 83(1986)-  27 08 10.76022(N)    098 02 36.55951(W) AD(       ) 4
 AJ1260  NAD 27      -  27 08 09.59200(N)    098 02 35.54900(W) AD(       ) 3
 AJ1260
 AJ1260.Superseded values are not recommended for survey control.
 AJ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1260.See file dsdata.txt to determine how the superseded data were derived.
 AJ1260
 AJ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9478801895(NAD 83)
 AJ1260_MARKER: 53 = ELEVATED TANK
 AJ1260
 AJ1260  HISTORY     - Date     Condition        Report By
 AJ1260  HISTORY     - 1960     FIRST OBSERVED   CGS
 AJ1260
 AJ1260                          STATION DESCRIPTION
 AJ1260
 AJ1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AJ1260'THE STATION IS THE TOP CENTER OF THE TANK WHICH IS APPROXIMATELY
 AJ1260'8 MILES SOUTHEAST OF FALFURRIAS, 1/2 MILE NORTH OF A GAS
 AJ1260'PLANT AND ON A LOW HILL.
 AJ1260'
 AJ1260'THE TANK IS A METAL STRUCTURE SUPPORTED BY FOUR LEGS AND
 AJ1260'IS APPROXIMATELY 40 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2243 ***********************************************************************
 BL2243  DESIGNATION -  HUMBLE TOMBALL GAS PLT CEN STK
 BL2243  PID         -  BL2243
 BL2243  STATE/COUNTY-  TX/HARRIS
 BL2243  USGS QUAD   -  ROSE HILL (1980)
 BL2243
 BL2243                         *CURRENT SURVEY CONTROL
 BL2243  ___________________________________________________________________
 BL2243* NAD 83(1993)-  30 04 16.72651(N)    095 37 56.12092(W)     ADJUSTED  
 BL2243* NAVD 88     -                                                        
 BL2243  ___________________________________________________________________
 BL2243  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BL2243  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL2243
 BL2243  HORZ ORDER  -  THIRD
 BL2243
 BL2243.The horizontal coordinates were established by classical geodetic methods
 BL2243.and adjusted by the National Geodetic Survey in February 1996..
 BL2243
 BL2243
 BL2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2243
 BL2243.The geoid height was determined by GEOID03.
 BL2243
 BL2243;                    North         East     Units Scale Factor Converg.
 BL2243;SPC TXSC     - 4,252,708.395   924,646.005   MT  0.99994563   +1 38 59.6
 BL2243;SPC TXSC     -13,952,427.46  3,033,609.43   sFT  0.99994563   +1 38 59.6
 BL2243;SPC TX C     - 3,054,434.832 1,153,135.545   MT  1.00001242   +2 25 16.8
 BL2243;SPC TX C     -10,021,091.61  3,783,245.53   sFT  1.00001242   +2 25 16.8
 BL2243;UTM  15      - 3,329,609.301   246,261.971   MT  1.00039440   -1 19 10.8
 BL2243
 BL2243                          SUPERSEDED SURVEY CONTROL
 BL2243
 BL2243  NAD 83(1986)-  30 04 16.74106(N)    095 37 56.10275(W) AD(       ) 4
 BL2243  NAD 27      -  30 04 15.95395(N)    095 37 55.30550(W) AD(       ) 3
 BL2243
 BL2243.Superseded values are not recommended for survey control.
 BL2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2243.See file dsdata.txt to determine how the superseded data were derived.
 BL2243
 BL2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4626229609(NAD 83)
 BL2243_MARKER: 63 = STACK
 BL2243
 BL2243  HISTORY     - Date     Condition        Report By
 BL2243  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2243  HISTORY     - 19940326 GOOD             USPSQD
 BL2243  HISTORY     - 20040326 GOOD             USPSQD
 BL2243
 BL2243                          STATION DESCRIPTION
 BL2243
 BL2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2243'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF TOMBALL
 BL2243'AT THE SITE OF THE HUMBLE-TOMBALL GAS PLANT.
 BL2243'
 BL2243'IT IS A CYLINDRICAL STEEL STRUCTURE 40 INCHES IN DIAMETER
 BL2243'AND IS 120.0 FEET HIGH.  IT IS THE CENTER ONE OF THREE IDENTICAL
 BL2243'STACKS.
 BL2243'
 BL2243'TO REACH THE STATION FROM THE POST OFFICE JUST SOUTHWEST OF THE
 BL2243'BURLINGTON, ROCK ISLAND RAILROAD DEPOT IN TOMBALL, GO SOUTHWEST
 BL2243'ON A PAVED ROAD FOR 1.5 MILES TO THE JUNCTION WITH FARM
 BL2243'ROAD NO. 149.  HERE TURN LEFT AND GO SOUTHERLY ON FARM ROAD NO.
 BL2243'149 FOR 1.2 MILES TO A PRIVATE ROAD ON THE RIGHT LEADING INTO
 BL2243'THE HUMBLE-TOMBALL GAS PLANT, TURN RIGHT AND GO WEST FOR
 BL2243'0.5 MILE TO THE PLANT PARKING AREA AND THE STATION AS
 BL2243'DESCRIBED.
 BL2243
 BL2243                          STATION RECOVERY (1994)
 BL2243
 BL2243'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2243'RECOVERED IN GOOD CONDITION.
 BL2243
 BL2243                          STATION RECOVERY (2004)
 BL2243
 BL2243'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1002 ***********************************************************************
 CD1002  DESIGNATION -  HUMMOCK
 CD1002  PID         -  CD1002
 CD1002  STATE/COUNTY-  TX/HUDSPETH
 CD1002  USGS QUAD   -  LINDA LAKE SOUTH (1984)
 CD1002
 CD1002                         *CURRENT SURVEY CONTROL
 CD1002  ___________________________________________________________________
 CD1002* NAD 83(1993)-  31 45 35.34442(N)    105 02 12.00556(W)     ADJUSTED  
 CD1002* NAVD 88     -      1109.     (meters)    3638.     (feet)  SCALED    
 CD1002  ___________________________________________________________________
 CD1002  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 CD1002  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 CD1002
 CD1002  HORZ ORDER  -  FIRST
 CD1002
 CD1002.The horizontal coordinates were established by classical geodetic methods
 CD1002.and adjusted by the National Geodetic Survey in February 1996..
 CD1002
 CD1002.The orthometric height was scaled from a topographic map.
 CD1002
 CD1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1002
 CD1002.The geoid height was determined by GEOID03.
 CD1002
 CD1002;                    North         East     Units Scale Factor Converg.
 CD1002;SPC TX C     - 3,241,462.807   254,558.962   MT  0.99996915   -2 25 21.0
 CD1002;SPC TX C     -10,634,699.23    835,165.53   sFT  0.99996915   -2 25 21.0
 CD1002;UTM  13      - 3,513,814.408   496,527.493   MT  0.99960015   -0 01 09.5
 CD1002
 CD1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1002!SPC TX C     -   0.99982957  x   0.99996915  =   0.99979873
 CD1002!UTM  13      -   0.99982957  x   0.99960015  =   0.99942979
 CD1002
 CD1002:                Primary Azimuth Mark                     Grid Az
 CD1002:SPC TX C     -  GUADALUPE PEAK CAIRN                     051 08 11.0
 CD1002:UTM  13      -  GUADALUPE PEAK CAIRN                     048 43 59.5
 CD1002
 CD1002|---------------------------------------------------------------------|
 CD1002| PID    Reference Object                     Distance      Geod. Az  |
 CD1002|                                                           dddmmss.s |
 CD1002| CD0988 GUADALUPE PEAK CAIRN                APPROX.22.2 KM 0484250.0 |
 CD1002| CH9627 HUMMOCK RM 2                         10.712 METERS 06738     |
 CD1002| CD0997 EL PASO FORT WORTH AWY BCN 8 B      APPROX.11.2 KM 0822706.6 |
 CD1002| CH9625 HUMMOCK AZ MK                                      2335147.8 |
 CD1002| CD0432 MORRIS                              APPROX. 2.4 KM 2400302.2 |
 CD1002| CD1004 EL PASO FORT WORTH AWY BCN 8 A      APPROX. 4.5 KM 2501108.7 |
 CD1002| CH9626 HUMMOCK RM 1                          9.987 METERS 33501     |
 CD1002|---------------------------------------------------------------------|
 CD1002
 CD1002                          SUPERSEDED SURVEY CONTROL
 CD1002
 CD1002  NAD 83(1993)-  31 45 35.34549(N)    105 02 12.00415(W) AD(       ) 1
 CD1002  NAD 83(1986)-  31 45 35.34568(N)    105 02 12.00397(W) AD(       ) 1
 CD1002  NAD 27      -  31 45 34.92600(N)    105 02 10.19200(W) AD(       ) 1
 CD1002
 CD1002.Superseded values are not recommended for survey control.
 CD1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1002.See file dsdata.txt to determine how the superseded data were derived.
 CD1002
 CD1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR9652713814(NAD 83)
 CD1002_MARKER: DS = TRIANGULATION STATION DISK
 CD1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD1002
 CD1002  HISTORY     - Date     Condition        Report By
 CD1002  HISTORY     - 1934     MONUMENTED       CGS
 CD1002  HISTORY     - 1943     GOOD             CGS
 CD1002  HISTORY     - 1944     GOOD             CGS
 CD1002
 CD1002                          STATION DESCRIPTION
 CD1002
 CD1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CD1002'STATION IS LOCATED AT THE TOP OF A SMALL HUMMOCK ABOUT 0.8
 CD1002'MILE N OF U.S. HIGHWAY 62 AT A POINT 2.85 MILES E OF THE SALT
 CD1002'FLAT SERVICE STATION.  IT IS NNE OF SALT FLAT.
 CD1002'
 CD1002'THE STATION IS REACHED FROM THE SALT FLAT SERVICE STATION
 CD1002'BY GOING E ON U.S. HIGHWAY 62 2.85 MILES TO RIGHT-OF-WAY
 CD1002'CONCRETE POST 4620-00, AND A POINT OPPOSITE HIGHWAY TRAIL SIGN
 CD1002'7.  TURN LEFT OFF THE HIGHWAY AND DRIVE IN A N DIRECTION,
 CD1002'FOLLOWING THE TRACKS, ACROSS A ROUGH, GRASSY FLAT 0.8 MILE TO THE
 CD1002'STATION.
 CD1002'
 CD1002'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE BRONZE DISKS
 CD1002'SET IN CONCRETE.
 CD1002
 CD1002                          STATION RECOVERY (1943)
 CD1002
 CD1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD1002'STATION IS LOCATED 18 MILES SW OF PINE SPRINGS SERVICE STATION
 CD1002'AND POST OFFICE, ON U.S. HIGHWAY 62 (AIRLINE), ABOUT 2.5 MILES
 CD1002'(AIRLINE) E OF THE SALT FLAT FILLING STATION, AND 17 MILES
 CD1002'S OF THE TEXAS-NEW MEXICO STATE LINE.
 CD1002'
 CD1002'STATION IS ON A LOW MOUND ABOUT 6 FEET HIGHER THAN THE SURROUNDING
 CD1002'FLATS.  A BRONZE STATION DISK SET IN THE TOP OF A 12-INCH SQUARE
 CD1002'CONCRETE BLOCK PROJECTING 5 INCHES.  STAMPED HUMMOCK 1934.
 CD1002'
 CD1002'REFERENCE MARK 1 IS NW OF THE STATION.  A BRONZE REFERENCE
 CD1002'DISK SET IN THE TOP OF A 12-INCH SQUARE BLOCK OF CEMENT FLUSH
 CD1002'WITH THE GROUND.  STAMPED HUMMOCK NO 1 1934.
 CD1002'
 CD1002'REFERENCE MARK 2 IS NE OF THE STATION.  A BRONZE REFERENCE
 CD1002'DISK SET IN THE TOP OF A 12-INCH SQUARE BLOCK OF CONCRETE
 CD1002'PROJECTING 4 INCHES.  STAMPED HUMMOCK NO 2 1934.
 CD1002'
 CD1002'AZIMUTH MARK IS WSW OF THE STATION, 100 FEET NNE OF A WINDMILL
 CD1002'AND ABOUT 60 FEET NNE OF THE CENTER OF A DIRT TANK.  A BRONZE
 CD1002'AZIMUTH DISK SET IN A DRILL HOLE IN A STONE BURIED IN THE
 CD1002'GROUND.  STAMPED HUMMOCK 1934.
 CD1002'
 CD1002'TO REACH FROM THE SALT FLAT SERVICE STATION ON U.S. HIGHWAY
 CD1002'62, GO E ON THE HIGHWAY FOR 1.15 MILES TO A CATTLE GUARD
 CD1002'ACROSS THE HIGHWAY AND A GATE IN THE N RIGHT-OF-WAY FENCE.
 CD1002'TURN LEFT OR N THROUGH GATE TO FORKS JUST BEYOND GATE.  TAKE
 CD1002'RIGHT FORK AND FOLLOW MAIN ROAD FOR 0.55 MILE TO ANOTHER FORK.
 CD1002'TAKE LEFT FORK FOR 0.6 MILE TO A WINDMILL AND TANK.  BEAR
 CD1002'RIGHT AROUND WINDMILL AND TANK AND GO ENE ACROSS COUNTRY FOR
 CD1002'0.7 MILE TO THE TOP OF A SMALL HUMMOCK AND STATION.
 CD1002'
 CD1002'A 4-FOOT STAND WAS USED.
 CD1002
 CD1002                          STATION RECOVERY (1944)
 CD1002
 CD1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (SCM)
 CD1002'STATION RECOVERED IN GOOD CONDITION.
 CD1002'
 CD1002'NO ROAD IS VISIBLE AS MENTIONED IN THE ORIGINAL DESCRIPTION.
 CD1002'STATION IS EASILY LOCATED ON THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0514 ***********************************************************************
 DP0514  DESIGNATION -  HUMP ET
 DP0514  PID         -  DP0514
 DP0514  STATE/COUNTY-  TX/KING
 DP0514  USGS QUAD   -  KIOWA PEAK NE (1981)
 DP0514
 DP0514                         *CURRENT SURVEY CONTROL
 DP0514  ___________________________________________________________________
 DP0514* NAD 83(1993)-  33 26 43.24322(N)    100 02 42.66471(W)     ADJUSTED  
 DP0514* NAVD 88     -       526.5    (meters)    1727.     (feet)  VERTCON   
 DP0514  ___________________________________________________________________
 DP0514  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 DP0514  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DP0514
 DP0514  HORZ ORDER  -  SECOND
 DP0514
 DP0514.The horizontal coordinates were established by classical geodetic methods
 DP0514.and adjusted by the National Geodetic Survey in February 1996..
 DP0514
 DP0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0514
 DP0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0514
 DP0514.The geoid height was determined by GEOID03.
 DP0514
 DP0514;                    North         East     Units Scale Factor Converg.
 DP0514;SPC TXNC     - 2,198,295.979   456,347.446   MT  0.99989616   -0 50 33.8
 DP0514;SPC TXNC     - 7,212,242.72  1,497,199.91   sFT  0.99989616   -0 50 33.8
 DP0514;UTM  14      - 3,701,148.115   402,854.536   MT  0.99971635   -0 34 33.9
 DP0514
 DP0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0514!SPC TXNC     -   0.99992176  x   0.99989616  =   0.99981793
 DP0514!UTM  14      -   0.99992176  x   0.99971635  =   0.99963813
 DP0514
 DP0514:                Primary Azimuth Mark                     Grid Az
 DP0514:SPC TXNC     -  VULTURE ET                               004 58 39.9
 DP0514:UTM  14      -  VULTURE ET                               004 42 40.0
 DP0514
 DP0514|---------------------------------------------------------------------|
 DP0514| PID    Reference Object                     Distance      Geod. Az  |
 DP0514|                                                           dddmmss.s |
 DP0514| DP0493 VULTURE ET                          APPROX. 7.4 KM 0040806.1 |
 DP0514| DP0513 CITY SERVICE OIL CO RADIO TWR       APPROX. 6.8 KM 1453221.4 |
 DP0514| CX8347 HUMP ET RM 1                          8.404 METERS 23712     |
 DP0514| CX8348 HUMP ET RM 2                          8.719 METERS 31955     |
 DP0514|---------------------------------------------------------------------|
 DP0514
 DP0514                          SUPERSEDED SURVEY CONTROL
 DP0514
 DP0514  NAD 83(1993)-  33 26 43.24515(N)    100 02 42.66500(W) AD(       ) 2
 DP0514  NAD 83(1986)-  33 26 43.24940(N)    100 02 42.65737(W) AD(       ) 2
 DP0514  NAD 27      -  33 26 42.92010(N)    100 02 41.30144(W) AD(       ) 2
 DP0514  NGVD 29 (07/19/86)  526.3    (m)         1727.     (f) VERT ANG       
 DP0514
 DP0514.Superseded values are not recommended for survey control.
 DP0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0514.See file dsdata.txt to determine how the superseded data were derived.
 DP0514
 DP0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC0285501148(NAD 83)
 DP0514_MARKER: DD = SURVEY DISK
 DP0514_SETTING: 0 = UNSPECIFIED SETTING
 DP0514
 DP0514  HISTORY     - Date     Condition        Report By
 DP0514  HISTORY     - 1966     MONUMENTED       USGS
 DP0514
 DP0514                          STATION DESCRIPTION
 DP0514
 DP0514'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (CFL)
 DP0514'LOCATED NORTH 27 DEG EAST ABOUT 23-1/2 MILES (AIRLINE) FROM
 DP0514'ASPERMONT, TEXAS.  AND SOUTH 53 DEG EAST ABOUT 20.0 MILES (AIRLINE)
 DP0514'FROM GUTHRIE, TEXAS.  ON THE EAST END OF A LOW MESA ON PROPERTY OF
 DP0514'THE FOUR SIXES (6666) RANCH.  4.2 FEET WEST OF A USGS WITNESS SIGN
 DP0514'ON A METAL POST.  THE SITE CAN BE LOCATED ON THE LUBBOCK (NI
 DP0514'14-7) 1--250,000-SERIES MAP.
 DP0514'
 DP0514'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DP0514'
 DP0514'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED ROD
 DP0514'DRIVEN TO A DEPTH OF 5 FEET (REFUSAL) AND CENTERED IN A 6 INCH TILE,
 DP0514'12 INCHES LONG, FILLED WITH GRAVEL.  FLUSH WITH THE GROUND AND
 DP0514'STAMPED HUMP ET 1966.
 DP0514'
 DP0514'REFERENCE MARK NO. 1 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DP0514'COPPER-COATED ROD DRIVEN TO A DEPTH OF 5 FEET (REFUSAL), CENTERED
 DP0514'IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL.  FLUSH WITH
 DP0514'GROUND.  LOCATED 27.57 FEET (8.404 METERS) SOUTHWEST FROM THE
 DP0514'STATION MARK AND STAMPED HUMP ET NO. 1 1966.
 DP0514'
 DP0514'REFERENCE MARK NO. 2 IS A USGS BRONZE RM TABLET CRIMPED TO A
 DP0514'COPPER-COATED ROD DRIVEN TO A DEPTH OF 5 FEET (REFUSAL), FLUSH WITH
 DP0514'THE GROUND, CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH
 DP0514'GRAVEL.  LOCATED 28.595 FEET (8.718 METERS) NORTHWEST FROM THE
 DP0514'STATION MARK AND STAMPED HUMP ET NO. 2 1966.
 DP0514'
 DP0514'AZIMUTH MARK--USGS STATION VULTURE ET 1966 IS VISIBLE FROM THE
 DP0514'GROUND AND WILL SERVE AS AN AZIMUTH MARK.
 DP0514'
 DP0514'FLY LEVEL ELEVATION BY J. J. LYONS, USGS, 1726.56 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0295 ***********************************************************************
 AX0295  DESIGNATION -  HUNGERFORD 2
 AX0295  PID         -  AX0295
 AX0295  STATE/COUNTY-  TX/WHARTON
 AX0295  USGS QUAD   -  HUNGERFORD (1980)
 AX0295
 AX0295                         *CURRENT SURVEY CONTROL
 AX0295  ___________________________________________________________________
 AX0295* NAD 83(1993)-  29 24 42.84561(N)    096 03 25.38063(W)     ADJUSTED  
 AX0295* NAVD 88     -        31.741  (meters)     104.14   (feet)  ADJUSTED  
 AX0295  ___________________________________________________________________
 AX0295  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AX0295  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0295  DYNAMIC HT  -          31.696 (meters)     103.99  (feet)  COMP
 AX0295  MODELED GRAV-     979,248.1   (mgal)                       NAVD 88
 AX0295
 AX0295  HORZ ORDER  -  SECOND
 AX0295  VERT ORDER  -  FIRST     CLASS I
 AX0295
 AX0295.The horizontal coordinates were established by classical geodetic methods
 AX0295.and adjusted by the National Geodetic Survey in February 1996..
 AX0295
 AX0295.The orthometric height was determined by differential leveling
 AX0295.and adjusted by the National Geodetic Survey in June 1991..
 AX0295
 AX0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0295
 AX0295.The geoid height was determined by GEOID03.
 AX0295
 AX0295.The dynamic height is computed by dividing the NAVD 88
 AX0295.geopotential number by the normal gravity value computed on the
 AX0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0295.degrees latitude (g = 980.6199 gals.).
 AX0295
 AX0295.The modeled gravity was interpolated from observed gravity values.
 AX0295
 AX0295;                    North         East     Units Scale Factor Converg.
 AX0295;SPC TXSC     - 4,178,539.951   885,544.626   MT  0.99986414   +1 26 30.4
 AX0295;SPC TXSC     -13,709,093.16  2,905,324.33   sFT  0.99986414   +1 26 30.4
 AX0295;UTM  14      - 3,257,225.764   785,564.789   MT  1.00060635   +1 26 46.4
 AX0295;UTM  15      - 3,257,510.851   203,358.277   MT  1.00068595   -1 30 08.5
 AX0295
 AX0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0295!SPC TXSC     -   0.99999929  x   0.99986414  =   0.99986343
 AX0295!UTM  14      -   0.99999929  x   1.00060635  =   1.00060564
 AX0295!UTM  15      -   0.99999929  x   1.00068595  =   1.00068524
 AX0295
 AX0295|---------------------------------------------------------------------|
 AX0295| PID    Reference Object                     Distance      Geod. Az  |
 AX0295|                                                           dddmmss.s |
 AX0295| AX0292 HUNGERFORD AZ MK                    239.932 METERS 03548     |
 AX0295| AX0296 HUNGERFORD 2 RM 3                    23.488 METERS 26240     |
 AX0295| AX0294 HUNGERFORD                           68.988 METERS 32231     |
 AX0295|---------------------------------------------------------------------|
 AX0295
 AX0295                          SUPERSEDED SURVEY CONTROL
 AX0295
 AX0295  NAD 83(1986)-  29 24 42.85897(N)    096 03 25.36504(W) AD(       ) 2
 AX0295  NAD 27      -  29 24 41.97902(N)    096 03 24.51563(W) AD(       ) 2
 AX0295  NGVD 29 (12/23/87)   31.740  (m)          104.13   (f) ADJUSTED    1 1
 AX0295
 AX0295.Superseded values are not recommended for survey control.
 AX0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0295.See file dsdata.txt to determine how the superseded data were derived.
 AX0295
 AX0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8556557226(NAD 83)
 AX0295_MARKER: DS = TRIANGULATION STATION DISK
 AX0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0295_SP_SET: CONCRETE POST
 AX0295_STAMPING: HUNGERFORD 2 1966
 AX0295_MARK LOGO: CGS   
 AX0295_PROJECTION: FLUSH
 AX0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0295+STABILITY: SURFACE MOTION
 AX0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0295+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 AX0295
 AX0295  HISTORY     - Date     Condition        Report By
 AX0295  HISTORY     - 1966     MONUMENTED       CGS
 AX0295  HISTORY     - 1966     GOOD             CGS
 AX0295  HISTORY     - 1987     GOOD             NGS
 AX0295  HISTORY     - 20030521 GOOD             INDIV
 AX0295
 AX0295                          STATION DESCRIPTION
 AX0295
 AX0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 AX0295'THE STATION IS ABOUT 1-1/2 MILES NORTHEAST OF HUNGERFORD,
 AX0295'ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY 59, AND ON LAND OWNED
 AX0295'BY MR. HERBERT ROBINS.
 AX0295'
 AX0295'TO REACH THE STATION FROM THE POST OFFICE IN HUNGERFORD, GO
 AX0295'NORTHEAST ON U.S. HIGHWAY 59 FOR 1.5 MILES TO THE STATION
 AX0295'ON THE RIGHT.  CONTINUE ON THE HIGHWAY 0.15 MILE TO THE AZIMUTH
 AX0295'MARK ON THE RIGHT.
 AX0295'
 AX0295'STATION MARKS ARE STANDARD DISKS, STAMPED HUNGERFORD 2 1966.
 AX0295'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 AX0295'FLUSH WITH THE SURFACE OF GROUND.  IT IS 83 FEET SOUTHWEST
 AX0295'OF A POWER LINE POLE, AND 36 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 AX0295'FENCE LINE AND THE METAL WITNESS POST.
 AX0295'
 AX0295'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AX0295'36 INCHES BELOW THE SURFACE OF THE GROUND.
 AX0295'
 AX0295'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED HUNGERFORD
 AX0295'NO 2 1935, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 AX0295'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 54 FEET NORTHWEST OF
 AX0295'THE CENTER LINE OF THE SOUTHWEST BOUND TRAFFIC LANE OF U.S.
 AX0295'HIGHWAY 59, 43.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 AX0295'SOUTHERN PACIFIC RAILROAD, AND 6 FEET SOUTH OF A TELEGRAPH
 AX0295'POLE.
 AX0295'
 AX0295'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED HUNGERFORD
 AX0295'2 NO 3 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 AX0295'PROJECTS ABOUT 4 INCHES.  IT IS 67.5 FEET SOUTHWEST OF THE
 AX0295'METAL WITNESS POST, AND 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY
 AX0295'FENCE LINE.
 AX0295'
 AX0295'AZIMUTH MARK, A STANDARD DISK, STAMPED HUNGERFORD 2 1966, IS
 AX0295'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 5
 AX0295'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1 FOOT SOUTHEAST
 AX0295'OF THE RIGHT-OF-WAY FENCE LINE, AND 1 FOOT NORTHEAST OF A
 AX0295'METAL WITNESS POST.
 AX0295'
 AX0295'NOTE--THE REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE
 AX0295'TENSION.
 AX0295
 AX0295                          STATION RECOVERY (1966)
 AX0295
 AX0295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AX0295'1.5 MI NE FROM HUNGERFORD.
 AX0295'ABOUT 1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE POST OFFICE
 AX0295'IN HUNGERFORD TO SITE OF BENCH MARK, 83 FEET SOUTHWEST OF A POWER LINE
 AX0295'POLE, 372.30 FEET SOUTHEAST OF REFERENCE MARK NO. 2, 77.06 FEET EAST
 AX0295'OF REFERENCE MARK NO. 3, AND 36 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 AX0295'FENCE LINE AND A METAL WITNESS POST.  A STANDARD TRIANGULATION STATION
 AX0295'DISK SET IN A 12 X 12 IN. CONCRETE POST FLUSH WITH THE SURFACE OF THE
 AX0295'GROUND.
 AX0295
 AX0295                          STATION RECOVERY (1987)
 AX0295
 AX0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0295'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.30 KM (0.8
 AX0295'MI) NORTHEAST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF STATE
 AX0295'HIGHWAY 60 IN HUNGERFORD, THENCE 1.13 KM (0.7 MI) NORTHEAST ALONG US
 AX0295'HIGHWAY 59, IN THE NORTHEAST CORNER OF A PASTURE, 48.7 METERS (160 FT)
 AX0295'SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 AX0295'113.4 METERS (372 FT) SOUTHEAST OF HUNGERFORD RM 2, 23.4 METERS (77.0
 AX0295'FT) EAST OF HUNGERFORD RM 3, 20.7 METERS (68.0 FT) EAST OF A POWER
 AX0295'POLE, 10.9 METERS (36.0 FT) SOUTHEAST OF A FENCE, 4.4 METERS (14.5 FT)
 AX0295'NORTHWEST OF A FENCE.
 AX0295'THE MARK IS 10.9 METERS  SE FROM  A WITNESS POST
 AX0295'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 AX0295
 AX0295                          STATION RECOVERY (2003)
 AX0295
 AX0295'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JLF)
 AX0295'HUNGERFORD 2 RM 3 RECOVERED ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0293 ***********************************************************************
 AX0293  DESIGNATION -  HUNGERFORD 2 AZ MK
 AX0293  PID         -  AX0293
 AX0293  STATE/COUNTY-  TX/WHARTON
 AX0293  USGS QUAD   -  HUNGERFORD (1980)
 AX0293
 AX0293                         *CURRENT SURVEY CONTROL
 AX0293  ___________________________________________________________________
 AX0293* NAD 83(1986)-  29 24 47.     (N)    096 03 22.     (W)     SCALED    
 AX0293* NAVD 88     -        31.380  (meters)     102.95   (feet)  ADJUSTED  
 AX0293  ___________________________________________________________________
 AX0293  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0293  DYNAMIC HT  -          31.336 (meters)     102.81  (feet)  COMP
 AX0293  MODELED GRAV-     979,248.3   (mgal)                       NAVD 88
 AX0293
 AX0293  VERT ORDER  -  FIRST     CLASS I
 AX0293
 AX0293.The horizontal coordinates were scaled from a topographic map and have
 AX0293.an estimated accuracy of +/- 6 seconds.
 AX0293
 AX0293.The orthometric height was determined by differential leveling
 AX0293.and adjusted by the National Geodetic Survey in June 1991..
 AX0293
 AX0293.The geoid height was determined by GEOID03.
 AX0293
 AX0293.The dynamic height is computed by dividing the NAVD 88
 AX0293.geopotential number by the normal gravity value computed on the
 AX0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0293.degrees latitude (g = 980.6199 gals.).
 AX0293
 AX0293.The modeled gravity was interpolated from observed gravity values.
 AX0293
 AX0293;                    North         East    Units  Estimated Accuracy
 AX0293;SPC TXSC     - 4,178,670.      885,630.      MT  (+/- 180 meters Scaled)
 AX0293
 AX0293                          SUPERSEDED SURVEY CONTROL
 AX0293
 AX0293  NGVD 29 (12/23/87)   31.380  (m)          102.95   (f) ADJUSTED    1 1
 AX0293
 AX0293.Superseded values are not recommended for survey control.
 AX0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0293.See file dsdata.txt to determine how the superseded data were derived.
 AX0293
 AX0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT856573(NAD 83)
 AX0293_MARKER: DZ = AZIMUTH MARK DISK
 AX0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0293_SP_SET: CONCRETE POST
 AX0293_STAMPING: HUNGERFORD 2 1966
 AX0293_MARK LOGO: CGS   
 AX0293_PROJECTION: PROJECTING 15 CENTIMETERS
 AX0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0293+STABILITY: SURFACE MOTION
 AX0293
 AX0293  HISTORY     - Date     Condition        Report By
 AX0293  HISTORY     - 1966     MONUMENTED       CGS
 AX0293  HISTORY     - 1987     GOOD             NGS
 AX0293
 AX0293                          STATION DESCRIPTION
 AX0293
 AX0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AX0293'1.65 MI NE FROM HUNGERFORD.
 AX0293'ABOUT 1.65 MILES NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE POST OFFICE
 AX0293'IN HUNGERFORD TO SITE OF BENCH MARK, 1 FOOT SOUTHEAST OF THE
 AX0293'RIGHT-OF-WAY FENCE LINE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 AX0293'A STANDARD AZIMUTH MARK DISK SET IN A 12 INCH X 12 INCH CONCRETE POST
 AX0293'WHICH PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 AX0293
 AX0293                          STATION RECOVERY (1987)
 AX0293
 AX0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0293'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.30 KM (0.8
 AX0293'MI) NORTHEAST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF STATE
 AX0293'HIGHWAY 60 IN HUNGERFORD, THENCE 1.35 KM (0.84 MI) NORTHEAST ALONG US
 AX0293'HIGHWAY 59, 38.7 METERS (127 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AX0293'NORTHBOUND LANES OF THE HIGHWAY, 17.6 METERS (58.0 FT) SOUTHWEST OF A
 AX0293'POWER POLE.
 AX0293'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AX0293'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0296 ***********************************************************************
 AX0296  DESIGNATION -  HUNGERFORD 2 RM 3
 AX0296  PID         -  AX0296
 AX0296  STATE/COUNTY-  TX/WHARTON
 AX0296  USGS QUAD   -  HUNGERFORD (1980)
 AX0296
 AX0296                         *CURRENT SURVEY CONTROL
 AX0296  ___________________________________________________________________
 AX0296* NAD 83(1986)-  29 24 44.     (N)    096 03 30.     (W)     SCALED    
 AX0296* NAVD 88     -        31.982  (meters)     104.93   (feet)  ADJUSTED  
 AX0296  ___________________________________________________________________
 AX0296  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0296  DYNAMIC HT  -          31.937 (meters)     104.78  (feet)  COMP
 AX0296  MODELED GRAV-     979,248.1   (mgal)                       NAVD 88
 AX0296
 AX0296  VERT ORDER  -  FIRST     CLASS I
 AX0296
 AX0296.The horizontal coordinates were scaled from a topographic map and have
 AX0296.an estimated accuracy of +/- 6 seconds.
 AX0296
 AX0296.The orthometric height was determined by differential leveling
 AX0296.and adjusted by the National Geodetic Survey in June 1991..
 AX0296
 AX0296.The geoid height was determined by GEOID03.
 AX0296
 AX0296.The dynamic height is computed by dividing the NAVD 88
 AX0296.geopotential number by the normal gravity value computed on the
 AX0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0296.degrees latitude (g = 980.6199 gals.).
 AX0296
 AX0296.The modeled gravity was interpolated from observed gravity values.
 AX0296
 AX0296;                    North         East    Units  Estimated Accuracy
 AX0296;SPC TXSC     - 4,178,570.      885,420.      MT  (+/- 180 meters Scaled)
 AX0296
 AX0296                          SUPERSEDED SURVEY CONTROL
 AX0296
 AX0296  NGVD 29 (12/23/87)   31.982  (m)          104.93   (f) ADJUSTED    1 1
 AX0296
 AX0296.Superseded values are not recommended for survey control.
 AX0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0296.See file dsdata.txt to determine how the superseded data were derived.
 AX0296
 AX0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT854572(NAD 83)
 AX0296_MARKER: DR = REFERENCE MARK DISK
 AX0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0296_SP_SET: CONCRETE POST
 AX0296_STAMPING: HUNGERFORD 2 NO 3 1966
 AX0296_MARK LOGO: CGS   
 AX0296_PROJECTION: PROJECTING 10 CENTIMETERS
 AX0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0296+STABILITY: SURFACE MOTION
 AX0296
 AX0296  HISTORY     - Date     Condition        Report By
 AX0296  HISTORY     - 1966     MONUMENTED       CGS
 AX0296  HISTORY     - 1987     GOOD             NGS
 AX0296
 AX0296                          STATION DESCRIPTION
 AX0296
 AX0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AX0296'1.5 MI NE FROM HUNGERFORD.
 AX0296'ABOUT 1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE POST OFFICE
 AX0296'IN HUNGERFORD TO SITE OF BENCH MARK, 67.5 FEET SOUTHWEST OF A METAL
 AX0296'WITNESS POST, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, AND
 AX0296'77.06 FEET WEST OF TRIANGULATION STATION HUNGERFORD 2.  A STANDARD
 AX0296'REFERENCE MARK DISK SET IN A 12 X 12 CONCRETE POST WHICH PROJECTS
 AX0296'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 AX0296
 AX0296                          STATION RECOVERY (1987)
 AX0296
 AX0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0296'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.30 KM (0.8
 AX0296'MI) NORTHEAST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF STATE
 AX0296'HIGHWAY 60 IN HUNGERFORD, THENCE 1.13 KM (0.7 MI) NORTHEAST ALONG US
 AX0296'HIGHWAY 59, 38.1 METERS (125 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AX0296'NORTHBOUND LANES OF THE HIGHWAY, 23.4 METERS (77.0 FT) WEST OF THE
 AX0296'STATION MARK, 6.4 METERS (21.0 FT) SOUTHWEST OF A POWER POLE, 0.3
 AX0296'METERS (1.0 FT) SOUTHEAST OF A FENCE.
 AX0296'THE MARK IS 20.5 METERS  SW FROM  A WITNESS POST
 AX0296'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0298 ***********************************************************************
 AX0298  DESIGNATION -  HUNGERFORD RM 2
 AX0298  PID         -  AX0298
 AX0298  STATE/COUNTY-  TX/WHARTON
 AX0298  USGS QUAD   -  HUNGERFORD (1980)
 AX0298
 AX0298                         *CURRENT SURVEY CONTROL
 AX0298  ___________________________________________________________________
 AX0298* NAD 83(1986)-  29 24 46.     (N)    096 03 27.     (W)     SCALED    
 AX0298* NAVD 88     -        32.206  (meters)     105.66   (feet)  ADJUSTED  
 AX0298  ___________________________________________________________________
 AX0298  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0298  DYNAMIC HT  -          32.161 (meters)     105.51  (feet)  COMP
 AX0298  MODELED GRAV-     979,248.2   (mgal)                       NAVD 88
 AX0298
 AX0298  VERT ORDER  -  FIRST     CLASS I
 AX0298
 AX0298.The horizontal coordinates were scaled from a topographic map and have
 AX0298.an estimated accuracy of +/- 6 seconds.
 AX0298
 AX0298.The orthometric height was determined by differential leveling
 AX0298.and adjusted by the National Geodetic Survey in June 1991..
 AX0298
 AX0298.The geoid height was determined by GEOID03.
 AX0298
 AX0298.The dynamic height is computed by dividing the NAVD 88
 AX0298.geopotential number by the normal gravity value computed on the
 AX0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0298.degrees latitude (g = 980.6199 gals.).
 AX0298
 AX0298.The modeled gravity was interpolated from observed gravity values.
 AX0298
 AX0298;                    North         East    Units  Estimated Accuracy
 AX0298;SPC TXSC     - 4,178,640.      885,500.      MT  (+/- 180 meters Scaled)
 AX0298
 AX0298                          SUPERSEDED SURVEY CONTROL
 AX0298
 AX0298  NGVD 29 (12/23/87)   32.206  (m)          105.66   (f) ADJUSTED    1 1
 AX0298
 AX0298.Superseded values are not recommended for survey control.
 AX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0298.See file dsdata.txt to determine how the superseded data were derived.
 AX0298
 AX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT855573(NAD 83)
 AX0298_MARKER: DR = REFERENCE MARK DISK
 AX0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0298_SP_SET: CONCRETE POST
 AX0298_STAMPING: HUNGERFORD NO 2 1935
 AX0298_MARK LOGO: CGS   
 AX0298_PROJECTION: PROJECTING 10 CENTIMETERS
 AX0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0298+STABILITY: SURFACE MOTION
 AX0298
 AX0298  HISTORY     - Date     Condition        Report By
 AX0298  HISTORY     - 1935     MONUMENTED       CGS
 AX0298  HISTORY     - 1966     GOOD             TXHD
 AX0298  HISTORY     - 1987     GOOD             NGS
 AX0298
 AX0298                          STATION DESCRIPTION
 AX0298
 AX0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0298'IN HUNGERFORD.
 AX0298'151.3 FEET NORTHWEST OF TRIANGULATION STATION HUNGERFORD DESCRIBED
 AX0298'ABOVE, 5.7 FEET SOUTHEAST OF THE FOURTH POLE NORTHEAST OF MILEPOST 18,
 AX0298'46 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 54 FEET NORTHWEST
 AX0298'OF THE CENTER LINE OF U.S. HIGHWAY 59, AND LEVEL WITH THE TRACK. A
 AX0298'STANDARD REFERENCE-MARK DISK, STAMPED HUNGERFORD NO 2 1935 AND SET IN
 AX0298'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AX0298
 AX0298                          STATION RECOVERY (1966)
 AX0298
 AX0298'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1966
 AX0298'ABOUT 1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE POST OFFICE
 AX0298'IN HUNGERFORD TO SITE OF BENCH MARK, 54 FEET NORTHWEST OF THE CENTER
 AX0298'LINE OF THE SOUTHWEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 59, 43.5
 AX0298'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD
 AX0298'TRACKS, 5.7 FEET SOUTHEAST OF THE FOURTH POLE NORTHEAST OF MILEPOST
 AX0298'18, AND LEVEL WITH THE TRACK. A STANDARD REFERENCE MARK DISK, SET IN
 AX0298'A 12" X 12" CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 AX0298
 AX0298                          STATION RECOVERY (1987)
 AX0298
 AX0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0298'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM (0.8
 AX0298'MI) NORTHEAST ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF STATE
 AX0298'HIGHWAY 60 IN HUNGERFORD, THENCE 1.13 KM (0.7 MI) NORTHEAST ALONG US
 AX0298'HIGHWAY 59, 35.6 METERS (117 FT) NORTHWEST OF THE CENTERLINE OF THE
 AX0298'SOUTHBOUND LANES OF THE HIGHWAY, 113.4 METERS (372 FT) NORTHWEST OF
 AX0298'THE STATION MARK, 16.4 METERS (54.0 FT) NORTHWEST OF THE CENTERLINE OF
 AX0298'THE OLD HIGHWAY 59, 13.2 METERS (43.5 FT) SOUTHEAST OF THE SOUTHEAST
 AX0298'RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD.
 AX0298'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AX0298'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2672 ***********************************************************************
 AX2672  DESIGNATION -  HUNGERFORD ST JOHNS CATH CH CR
 AX2672  PID         -  AX2672
 AX2672  STATE/COUNTY-  TX/WHARTON
 AX2672  USGS QUAD   -  HUNGERFORD (1980)
 AX2672
 AX2672                         *CURRENT SURVEY CONTROL
 AX2672  ___________________________________________________________________
 AX2672* NAD 83(1993)-  29 23 56.14589(N)    096 04 29.89149(W)     ADJUSTED  
 AX2672* NAVD 88     -                                                        
 AX2672  ___________________________________________________________________
 AX2672  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AX2672  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2672
 AX2672  HORZ ORDER  -  THIRD
 AX2672
 AX2672.The horizontal coordinates were established by classical geodetic methods
 AX2672.and adjusted by the National Geodetic Survey in February 1996..
 AX2672
 AX2672
 AX2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2672
 AX2672.The geoid height was determined by GEOID03.
 AX2672
 AX2672;                    North         East     Units Scale Factor Converg.
 AX2672;SPC TXSC     - 4,177,059.112   883,842.256   MT  0.99986387   +1 25 58.8
 AX2672;SPC TXSC     -13,704,234.77  2,899,739.13   sFT  0.99986387   +1 25 58.8
 AX2672;UTM  14      - 3,255,743.712   783,861.272   MT  1.00059438   +1 26 12.6
 AX2672;UTM  15      - 3,256,118.243   201,580.629   MT  1.00069901   -1 30 38.1
 AX2672
 AX2672                          SUPERSEDED SURVEY CONTROL
 AX2672
 AX2672  NAD 83(1986)-  29 23 56.15918(N)    096 04 29.87602(W) AD(       ) 4
 AX2672  NAD 27      -  29 23 55.27305(N)    096 04 29.02688(W) AD(       ) 3
 AX2672
 AX2672.Superseded values are not recommended for survey control.
 AX2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2672.See file dsdata.txt to determine how the superseded data were derived.
 AX2672
 AX2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT8386155744(NAD 83)
 AX2672_MARKER: 91 = CHURCH CROSS
 AX2672
 AX2672  HISTORY     - Date     Condition        Report By
 AX2672  HISTORY     - 1954     FIRST OBSERVED   CGS
 AX2672
 AX2672                          STATION DESCRIPTION
 AX2672
 AX2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2672'THE STATION IS THE CROSS ATOP THE SPIRE OF THE ST. JOHNS CATHOLIC
 AX2672'CHURCH LOCATED IN THE EASTERN PART OF HUNGERFORD.  THE CHURCH IS A
 AX2672'WHITE WOODEN BUILDING AND THE CROSS IS APPROXIMATELY 70 FEET ABOVE
 AX2672'THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1822 ***********************************************************************
 AY1822  DESIGNATION -  HUNT
 AY1822  PID         -  AY1822
 AY1822  STATE/COUNTY-  TX/COMAL
 AY1822  USGS QUAD   -  ANHALT (1973)
 AY1822
 AY1822                         *CURRENT SURVEY CONTROL
 AY1822  ___________________________________________________________________
 AY1822* NAD 83(1993)-  29 48 41.93504(N)    098 25 04.02798(W)     ADJUSTED  
 AY1822* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 AY1822  ___________________________________________________________________
 AY1822  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 AY1822  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AY1822
 AY1822  HORZ ORDER  -  THIRD
 AY1822
 AY1822.The horizontal coordinates were established by classical geodetic methods
 AY1822.and adjusted by the National Geodetic Survey in February 1996..
 AY1822
 AY1822.The orthometric height was scaled from a topographic map.
 AY1822
 AY1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1822
 AY1822.The geoid height was determined by GEOID03.
 AY1822
 AY1822;                    North         East     Units Scale Factor Converg.
 AY1822;SPC TXSC     - 4,219,392.003   656,275.498   MT  0.99989775   +0 17 06.8
 AY1822;SPC TXSC     -13,843,121.93  2,153,130.53   sFT  0.99989775   +0 17 06.8
 AY1822;SPC TX C     - 3,017,667.358   885,180.615   MT  1.00009538   +0 59 11.8
 AY1822;SPC TX C     - 9,900,463.66  2,904,130.07   sFT  1.00009538   +0 59 11.8
 AY1822;UTM  14      - 3,298,056.902   556,259.466   MT  0.99963905   +0 17 22.0
 AY1822
 AY1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1822!SPC TXSC     -   0.99994624  x   0.99989775  =   0.99984399
 AY1822!SPC TX C     -   0.99994624  x   1.00009538  =   1.00004161
 AY1822!UTM  14      -   0.99994624  x   0.99963905  =   0.99958531
 AY1822
 AY1822|---------------------------------------------------------------------|
 AY1822| PID    Reference Object                     Distance      Geod. Az  |
 AY1822|                                                           dddmmss.s |
 AY1822| CV5234 HUNT RM 2                            21.810 METERS 17807     |
 AY1822| CV5232 HUNT AZ MK                                         3491433.7 |
 AY1822| CV5233 HUNT RM 1                             9.531 METERS 35927     |
 AY1822|---------------------------------------------------------------------|
 AY1822
 AY1822                          SUPERSEDED SURVEY CONTROL
 AY1822
 AY1822  NAD 83(1986)-  29 48 41.94253(N)    098 25 04.01034(W) AD(       ) 3
 AY1822  NAD 27      -  29 48 41.15130(N)    098 25 02.93840(W) AD(       ) 3
 AY1822
 AY1822.Superseded values are not recommended for survey control.
 AY1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1822.See file dsdata.txt to determine how the superseded data were derived.
 AY1822
 AY1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5625998057(NAD 83)
 AY1822_MARKER: DS = TRIANGULATION STATION DISK
 AY1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY1822
 AY1822  HISTORY     - Date     Condition        Report By
 AY1822  HISTORY     - 1956     MONUMENTED       CGS
 AY1822  HISTORY     - 1990     GOOD             USPSQD
 AY1822  HISTORY     - 19930808 GOOD             USPSQD
 AY1822  HISTORY     - 19990925 GOOD             USPSQD
 AY1822  HISTORY     - 20060707 GOOD             USPSQD
 AY1822
 AY1822                          STATION DESCRIPTION
 AY1822
 AY1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1822'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF THE SPRING
 AY1822'BRANCH POST OFFICE, ABOUT 1 MILE NORTH OF THE JUNCTION OF U.S.
 AY1822'HIGHWAY 281 AND U.S. HIGHWAY 46, 54 FEET EAST OF THE CENTERLINE
 AY1822'OF U.S. HIGHWAY 281, 7 FEET NORTHWEST OF A WHITE 4 IN BY 4 IN
 AY1822'WITNESS POST AND 4 FEET WEST OF A WIRE FENCE.
 AY1822'
 AY1822'TO REACH FROM THE SPRING BRANCH POST OFFICE.  GO SOUTH ON
 AY1822'U.S. HIGHWAY 281 FOR 1.5 MILES.  CROSS OVER THE BRIDGE WHICH
 AY1822'SPANS THE GUADALUPE RIVER AND CONTINUE SOUTH FOR 2.8 MILE
 AY1822'TO THE AZIMUTH MARK ON THE RIGHT HAND SIDE OF THE ROAD.  CONTINUE
 AY1822'SOUTH FOR 0.2 MILE TO THE STATION ON THE LEFT HAND SIDE OF THE
 AY1822'ROAD.
 AY1822'
 AY1822'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 AY1822'HUNT 1956.
 AY1822'
 AY1822'REFERENCE MARK 1 IS 56 FEET EAST OF THE CENTERLINE OF U.S.
 AY1822'HIGHWAY 281 AND 3 FEET WEST OF A WIRE FENCE.  IT IS FLUSH
 AY1822'WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 AY1822'HUNT NO 1 1956.
 AY1822'
 AY1822'REFERENCE MARK 2 IS 50 FEET EAST OF THE CENTERLINE OF U.S.
 AY1822'HIGHWAY 281 AND 8 FEET WEST OF A WIRE FENCE.  IT PROJECTS
 AY1822'2 INCHES, AND THE DISK IS STAMPED HUNT NO 2 1956.
 AY1822'
 AY1822'THE AZIMUTH MARK IS 105 FEET SOUTH OF A ROAD INTERSECTION,
 AY1822'32 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 281 AND 3
 AY1822'FEET EAST OF A WHITE 4 IN BY 4 IN WITNESS POST.  IT IS FLUSH
 AY1822'WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 AY1822'HUNT 1956.
 AY1822
 AY1822                          STATION RECOVERY (1990)
 AY1822
 AY1822'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1822'RECOVERED IN GOOD CONDITION.
 AY1822
 AY1822                          STATION RECOVERY (1993)
 AY1822
 AY1822'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1822'RECOVERED IN GOOD CONDITION.
 AY1822
 AY1822                          STATION RECOVERY (1999)
 AY1822
 AY1822'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1822'RECOVERED IN GOOD CONDITION.
 AY1822
 AY1822                          STATION RECOVERY (2006)
 AY1822
 AY1822'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY1822'PRIVATE SURVEYOR IRON POST WITH 1 FOOT BLUE THEN WHITE PAINT BANDS FOR
 AY1822'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0850 ***********************************************************************
 DO0850  DESIGNATION -  HUNT
 DO0850  PID         -  DO0850
 DO0850  STATE/COUNTY-  TX/BAYLOR
 DO0850  USGS QUAD   -  ROCK CANYON (1981)
 DO0850
 DO0850                         *CURRENT SURVEY CONTROL
 DO0850  ___________________________________________________________________
 DO0850* NAD 83(1993)-  33 23 54.44783(N)    099 12 48.47585(W)     ADJUSTED  
 DO0850* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 DO0850  ___________________________________________________________________
 DO0850  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DO0850  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DO0850
 DO0850  HORZ ORDER  -  FIRST
 DO0850
 DO0850.The horizontal coordinates were established by classical geodetic methods
 DO0850.and adjusted by the National Geodetic Survey in February 1996..
 DO0850
 DO0850.The orthometric height was scaled from a topographic map.
 DO0850
 DO0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0850
 DO0850.The geoid height was determined by GEOID03.
 DO0850
 DO0850;                    North         East     Units Scale Factor Converg.
 DO0850;SPC TXNC     - 2,192,265.022   533,633.421   MT  0.99989088   -0 23 20.8
 DO0850;SPC TXNC     - 7,192,456.16  1,750,762.32   sFT  0.99989088   -0 23 20.8
 DO0850;UTM  14      - 3,695,481.776   480,149.039   MT  0.99960486   -0 07 03.0
 DO0850
 DO0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0850!SPC TXNC     -   0.99993634  x   0.99989088  =   0.99982723
 DO0850!UTM  14      -   0.99993634  x   0.99960486  =   0.99954123
 DO0850
 DO0850:                Primary Azimuth Mark                     Grid Az
 DO0850:SPC TXNC     -  MEGARGEL TANK                            077 52 48.9
 DO0850:UTM  14      -  MEGARGEL TANK                            077 36 31.1
 DO0850
 DO0850|---------------------------------------------------------------------|
 DO0850| PID    Reference Object                     Distance      Geod. Az  |
 DO0850|                                                           dddmmss.s |
 DO0850| DO0779 MEGARGEL TANK                       APPROX.27.3 KM 0772928.1 |
 DO0850| CX8350 HUNT RM 1                            31.894 METERS 15025     |
 DO0850| CX8351 HUNT RM 2                            32.648 METERS 23636     |
 DO0850| DO0869 GOREE TANK                          APPROX.30.0 KM 2851028.8 |
 DO0850| CX8349 HUNT AZ MK                                         3400231.6 |
 DO0850|---------------------------------------------------------------------|
 DO0850
 DO0850                          SUPERSEDED SURVEY CONTROL
 DO0850
 DO0850  NAD 83(1993)-  33 23 54.45064(N)    099 12 48.47567(W) AD(       ) 1
 DO0850  NAD 83(1986)-  33 23 54.45496(N)    099 12 48.46706(W) AD(       ) 1
 DO0850  NAD 27      -  33 23 54.09800(N)    099 12 47.20000(W) AD(       ) 1
 DO0850
 DO0850.Superseded values are not recommended for survey control.
 DO0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0850.See file dsdata.txt to determine how the superseded data were derived.
 DO0850
 DO0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB8014995482(NAD 83)
 DO0850_MARKER: DS = TRIANGULATION STATION DISK
 DO0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0850+STABILITY: SURFACE MOTION
 DO0850
 DO0850  HISTORY     - Date     Condition        Report By
 DO0850  HISTORY     - 1935     MONUMENTED       CGS
 DO0850  HISTORY     - 1937     GOOD             TXHD
 DO0850  HISTORY     - 1940     GOOD             TXGS
 DO0850  HISTORY     - 1957     GOOD             CGS
 DO0850  HISTORY     - 1959     GOOD             AMS
 DO0850  HISTORY     - 1963     GOOD             CGS
 DO0850  HISTORY     - 1966     GOOD             USGS
 DO0850
 DO0850                          STATION DESCRIPTION
 DO0850
 DO0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0850'STATION IS LOCATED ON LAND OF MR. W.E. HUNT, ON THE LINE
 DO0850'BETWEEN BAYLOR AND THROCKMORTON COUNTIES, 13 MILES SSE OF
 DO0850'SEYMOUR AND 15 MILES NNE OF THROCKMORTON.  MARK IS SET IN
 DO0850'300 FEET W OF U.S. HIGHWAY 283, 200 FEET NNW OF HOUSE AND
 DO0850'1.400 METERS W OF COUNTY LINE MARKER WITH B15 ON N FACE AND
 DO0850'T15 ON S FACE.
 DO0850'
 DO0850'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 DO0850'TOPS OF CONCRETE CYLINDERS.
 DO0850'
 DO0850'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS SET IN BLOCKS
 DO0850'OF CONCRETE.
 DO0850'
 DO0850'REFERENCE MARK NO. 1 IS S OF STATION, FENCE CORNER OF GARDEN.
 DO0850'
 DO0850'REFERENCE MARK NO. 2 IS W OF STATION, IN FENCE CORNER OF
 DO0850'GARDEN.
 DO0850'
 DO0850'AZIMUTH MARK IS NNE OF STATION IN N AND S FENCE LINE AND 40
 DO0850'FEET E OF CENTER LINE OF U.S. HIGHWAY 283.
 DO0850'
 DO0850'REACHED FROM THE COURTHOUSE IN SEYMOUR, BY GOING S ON U.S.
 DO0850'HIGHWAY 283, 14.8 MILES OR 4.95 MILES AFTER CROSSING MILLER
 DO0850'CREEK BRIDGE, TO TOP OF GRADE AND BAYLOR-THROCKMORTON COUNTY
 DO0850'LINE SIGN ON LEFT AND 3 HOUSES ON RIGHT, KNOWN AS HUNTS
 DO0850'RANCH.  THEN TURN RIGHT TOWARD MAIN RANCH HOUSE AND GO 0.05
 DO0850'MILE TO POINT OPPOSITE STATION.
 DO0850'
 DO0850'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DO0850
 DO0850                          STATION RECOVERY (1937)
 DO0850
 DO0850'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0850'STATION AND REFERENCE MARK NO. 1, RECOVERED AS DESCRIBED
 DO0850'AND IN GOOD CONDITION.  NO ATTEMPT MADE TO LOCATE REFERENCE
 DO0850'MARK NO. 2 OR AZIMUTH MARK.
 DO0850
 DO0850                          STATION RECOVERY (1940)
 DO0850
 DO0850'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DO0850'STATION RECOVERED AS DESCRIBED.
 DO0850
 DO0850                          STATION RECOVERY (1957)
 DO0850
 DO0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 DO0850'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DO0850'CONDITION.
 DO0850'
 DO0850'THE STATION MARK AND BOTH REFERENCE MARKS ARE IN AN OPEN
 DO0850'LOT TO NORTH OF A LARGE RANCH HOUSE.
 DO0850'
 DO0850'THE AZIMUTH MARK IS 1.1 MILES NORTH OF THE STATION AND IS
 DO0850'6 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.
 DO0850'
 DO0850'FOLLOWING IS A DESCRIPTION TO REACH THE STATION FROM THROCKMORTON--
 DO0850'
 DO0850'TO REACH FROM THROCKMORTON, FROM THE COURT HOUSE, GO NORTH
 DO0850'ON U.S. HIGHWAY 183 AND 283 FOR 16.1 MILES TO A BOARD GATE
 DO0850'ON LEFT AT BAYLOR-THROCKMORTON COUNTY LINE, TURN LEFT THROUGH
 DO0850'GATE TO STATION IN LOT NORTH OF RANCH HOUSE.
 DO0850
 DO0850                          STATION RECOVERY (1959)
 DO0850
 DO0850'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 DO0850'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 DO0850'CONDITION AS DESCRIBED.
 DO0850
 DO0850                          STATION RECOVERY (1963)
 DO0850
 DO0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JHH)
 DO0850'STATION WAS RECOVERED IN GOOD CONDITION, AND REFERENCE MARK
 DO0850'NO. 1 WAS RECOVERED IN GOOD CONDITION.  REFERENCE NO. 2
 DO0850'IS LOCATED 29 FT NORTH OF A LARGE WHITE METAL BARN IN AN
 DO0850'OPEN LOT, AND PROTECTS 6 IN ABOVE GROUND.
 DO0850'
 DO0850'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DO0850
 DO0850                          STATION RECOVERY (1966)
 DO0850
 DO0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0850'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33099-2, STATION 1004.
 DO0850'
 DO0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0856 ***********************************************************************
 FM0856  DESIGNATION -  HUNT
 FM0856  PID         -  FM0856
 FM0856  STATE/COUNTY-  TX/MOORE
 FM0856  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0856
 FM0856                         *CURRENT SURVEY CONTROL
 FM0856  ___________________________________________________________________
 FM0856* NAD 83(1993)-  35 51 56.54311(N)    102 03 23.08313(W)     ADJUSTED  
 FM0856* NAVD 88     -      1148.56   (+/-2cm)    3768.2    (feet)  VERTCON   
 FM0856  ___________________________________________________________________
 FM0856  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 FM0856  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FM0856
 FM0856  HORZ ORDER  -  THIRD
 FM0856  VERT ORDER  -  THIRD ? (See Below)
 FM0856
 FM0856.The horizontal coordinates were established by classical geodetic methods
 FM0856.and adjusted by the National Geodetic Survey in February 1996..
 FM0856
 FM0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0856.The vertical order pertains to the NGVD 29 superseded value.
 FM0856
 FM0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0856
 FM0856.The geoid height was determined by GEOID03.
 FM0856
 FM0856;                    North         East     Units Scale Factor Converg.
 FM0856;SPC TX N     - 1,207,119.687   149,750.138   MT  0.99994134   -0 19 20.9
 FM0856;SPC TX N     - 3,960,358.51    491,305.24   sFT  0.99994134   -0 19 20.9
 FM0856;UTM  13      - 3,973,055.631   765,784.614   MT  1.00047055   +1 43 32.2
 FM0856;UTM  14      - 3,973,368.524   224,025.207   MT  1.00053860   -1 47 30.6
 FM0856
 FM0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0856!SPC TX N     -   0.99982386  x   0.99994134  =   0.99976521
 FM0856!UTM  13      -   0.99982386  x   1.00047055  =   1.00029432
 FM0856!UTM  14      -   0.99982386  x   1.00053860  =   1.00036236
 FM0856
 FM0856|---------------------------------------------------------------------|
 FM0856| PID    Reference Object                     Distance      Geod. Az  |
 FM0856|                                                           dddmmss.s |
 FM0856| CJ7532 HUNT RM 1                            15.150 METERS 07236     |
 FM0856| FL1868 DUMAS PHILLIPS PETROLEUM MAST       APPROX. 7.1 KM 1023720.5 |
 FM0856| CJ7531 HUNT AZ MK                                         2693758.0 |
 FM0856| CJ7533 HUNT RM 2                             6.433 METERS 29807     |
 FM0856|---------------------------------------------------------------------|
 FM0856
 FM0856                          SUPERSEDED SURVEY CONTROL
 FM0856
 FM0856  NAD 83(1993)-  35 51 56.54203(N)    102 03 23.08346(W) AD(       ) 3
 FM0856  NAD 83(1986)-  35 51 56.55027(N)    102 03 23.07408(W) AD(       ) 3
 FM0856  NAD 27      -  35 51 56.41100(N)    102 03 21.42300(W) AD(       ) 3
 FM0856  NGVD 29 (07/19/86) 1148.00   (m)         3766.4    (f) LEVELING    3  
 FM0856
 FM0856.Superseded values are not recommended for survey control.
 FM0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0856.See file dsdata.txt to determine how the superseded data were derived.
 FM0856
 FM0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV6578573056(NAD 83)
 FM0856_MARKER: DS = TRIANGULATION STATION DISK
 FM0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0856_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FM0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0856+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0856
 FM0856  HISTORY     - Date     Condition        Report By
 FM0856  HISTORY     - 1953     MONUMENTED       CGS
 FM0856  HISTORY     - 1966     GOOD             CGS
 FM0856  HISTORY     - 20040805 GOOD             USPSQD
 FM0856
 FM0856                          STATION DESCRIPTION
 FM0856
 FM0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0856'STATION IS LOCATED, AIRLINE, ABOUT 18 MILES EAST OF HARTLEY,
 FM0856'7 MILES WEST OF DUMAS, ON THE SOUTH SIDE OF THE ROAD AND AT
 FM0856'THE ENTRANCE TO A RANCH HOUSE.  IT IS ALONG U.S. HIGHWAY 87.
 FM0856'
 FM0856'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 FM0856'HIGHWAY 87 AND STATE HIGHWAY 51 JUST EAST OF HARTLEY, GO
 FM0856'EASTERLY ON U.S. HIGHWAY 87 FOR 17.6 MILES TO THE AZIMUTH
 FM0856'MARK ON THE RIGHT AT A SIDE ROAD.  CONTINUE EAST FOR 0.8
 FM0856'MILE TO THE STATION ON THE RIGHT AT A CATTLE GUARD AND RANCH
 FM0856'ROAD.
 FM0856'
 FM0856'STATION MARK, STAMPED HUNT 1953, IS A STANDARD DISK SET IN
 FM0856'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 FM0856'PROJECTING 3 INCHES.  IT IS 66.5 FEET SOUTH OF THE CENTERLINE
 FM0856'OF THE HIGHWAY, 16.9 FEET SOUTH OF THE FENCE CORNER POST,
 FM0856'15.4 FEET WEST OF THE CENTER OF THE IRON CATTLE GUARD AND
 FM0856'4.0 FEET WEST OF A WITNESS POST.
 FM0856'
 FM0856'REFERENCE MARK NUMBER 1, STAMPED HUNT NO 1 1953, IS A STANDARD
 FM0856'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 FM0856'DIAMETER, PROJECTING 1 INCH AND AT THE SAME ELEVATION AS THE
 FM0856'STATION.  IT IS 33.5 FEET NORTHEAST OF THE CENTER OF THE
 FM0856'IRON CATTLE GUARD AND 2 FEET SOUTH OF THE FENCE LINE.
 FM0856'
 FM0856'REFERENCE MARK NUMBER 2, STAMPED HUNT NO 2 1953, IS A STANDARD
 FM0856'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 FM0856'DIAMETER, PROJECTING 1 INCH AND AT THE SAME ELEVATION AS THE
 FM0856'STATION.  IT IS 8.0 FEET SOUTH OF THE FENCE LINE AND 2.0 FEET
 FM0856'EAST OF A TELEPHONE POLE.
 FM0856'
 FM0856'AZIMUTH MARK, STAMPED HUNT 1953, IS A STANDARD DISK SET IN
 FM0856'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 FM0856'PROJECTING 6 INCHES.  IT IS 123.0 FEET SOUTH OF THE CENTERLINE
 FM0856'OF THE HIGHWAY, 36.6 FEET WEST OF THE CENTERLINE OF THE DIRT
 FM0856'ROAD AND 10.0 FEET EAST OF A FENCE CORNER.
 FM0856'
 FM0856'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FM0856
 FM0856                          STATION RECOVERY (1966)
 FM0856
 FM0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 FM0856'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 FM0856'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES FROM
 FM0856'STATION TO REFERENCE MARKS WERE VERIFIED.  THE ORIGINAL
 FM0856'DESCRIPTION IS ADEQUATE FOR RECOVERY AND ALL DISTANCES STILL
 FM0856'APPLY FOR RECOVERY OF MARKS.
 FM0856'
 FM0856'ADDITIONAL NOTES FOR FUTURE RECOVERY AND AN ALTERNATE ROUTE
 FM0856'IS AS FOLLOWS--METAL WITNESS POSTS WERE SET 1 FOOT WEST OF THE
 FM0856'STATION MARK AND AZIMUTH MARK.  THE AZIMUTH MARK IS 123 FEET
 FM0856'SOUTH OF THE HIGHWAY CENTER LINE (U.S. HIGHWAY 87), 33 FEET
 FM0856'WEST OF THE CENTER OF A DIRT ROAD, AND 1 FOOT NORTH OF A
 FM0856'CORNER FENCE POST.
 FM0856'
 FM0856'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND
 FM0856'287 IN DUMAS, GO WEST ON U.S. HIGHWAY 87 FOR 4.6 MILES TO
 FM0856'STATION ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.75
 FM0856'MILE TO A CROSSROAD AND AZIMUTH MARK ON THE LEFT.
 FM0856
 FM0856                          STATION RECOVERY (2004)
 FM0856
 FM0856'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0856'R1 FOUND. GOOD DESCRIPTION. FOUND TEXAS HIGHWAY DEPT MARKER ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1979 ***********************************************************************
 FL1979  DESIGNATION -  HUNT
 FL1979  PID         -  FL1979
 FL1979  STATE/COUNTY-  TX/GRAY
 FL1979  USGS QUAD   -  HUDGENS RANCH (1962)
 FL1979
 FL1979                         *CURRENT SURVEY CONTROL
 FL1979  ___________________________________________________________________
 FL1979* NAD 83(1993)-  35 21 17.98600(N)    100 39 49.86115(W)     ADJUSTED  
 FL1979* NAVD 88     -       878.     (meters)    2881.     (feet)  SCALED    
 FL1979  ___________________________________________________________________
 FL1979  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FL1979  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 FL1979
 FL1979  HORZ ORDER  -  FIRST
 FL1979
 FL1979.The horizontal coordinates were established by classical geodetic methods
 FL1979.and adjusted by the National Geodetic Survey in February 1996..
 FL1979
 FL1979.The orthometric height was scaled from a topographic map.
 FL1979
 FL1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1979
 FL1979.The geoid height was determined by GEOID03.
 FL1979
 FL1979;                    North         East     Units Scale Factor Converg.
 FL1979;SPC TX N     - 1,150,639.954   275,991.814   MT  0.99991148   +0 29 04.5
 FL1979;SPC TX N     - 3,775,057.92    905,483.14   sFT  0.99991148   +0 29 04.5
 FL1979;UTM  14      - 3,913,682.307   348,822.468   MT  0.99988166   -0 57 46.6
 FL1979
 FL1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1979!SPC TX N     -   0.99986623  x   0.99991148  =   0.99977772
 FL1979!UTM  14      -   0.99986623  x   0.99988166  =   0.99974791
 FL1979
 FL1979:                Primary Azimuth Mark                     Grid Az
 FL1979:SPC TX N     -  LAKE                                     022 32 36.4
 FL1979:UTM  14      -  LAKE                                     023 59 27.5
 FL1979
 FL1979|---------------------------------------------------------------------|
 FL1979| PID    Reference Object                     Distance      Geod. Az  |
 FL1979|                                                           dddmmss.s |
 FL1979| FL1973 LAKE                                APPROX.15.8 KM 0230140.9 |
 FL1979| CK9930 HUNT AZ MK                                         1564221.7 |
 FL1979| CK9932 HUNT RM 2                             7.352 METERS 26915     |
 FL1979| CK9931 HUNT RM 1                             7.187 METERS 35429     |
 FL1979|---------------------------------------------------------------------|
 FL1979
 FL1979                          SUPERSEDED SURVEY CONTROL
 FL1979
 FL1979  NAD 83(1993)-  35 21 17.98771(N)    100 39 49.86024(W) AD(       ) 1
 FL1979  NAD 83(1986)-  35 21 17.99099(N)    100 39 49.85117(W) AD(       ) 1
 FL1979  NAD 27      -  35 21 17.81900(N)    100 39 48.35800(W) AD(       ) 1
 FL1979
 FL1979.Superseded values are not recommended for survey control.
 FL1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1979.See file dsdata.txt to determine how the superseded data were derived.
 FL1979
 FL1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4882213682(NAD 83)
 FL1979_MARKER: DS = TRIANGULATION STATION DISK
 FL1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1979
 FL1979  HISTORY     - Date     Condition        Report By
 FL1979  HISTORY     - 1951     MONUMENTED       CGS
 FL1979  HISTORY     - 1970     GOOD             USAF
 FL1979
 FL1979                          STATION DESCRIPTION
 FL1979
 FL1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1979'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF LEFORS,
 FL1979'9 MILES NORTH-NORTHWEST OF MC LEAN, 200 FEET WEST OF A FENCE
 FL1979'LINE, AND 8 FEET SOUTH OF A WITNESS POST.  IT IS ON A HIGH
 FL1979'KNOLL OF A GROUP OF KNOLLS IN A PASTURE OWNED BY MR. C.E. HUNT.
 FL1979'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 FL1979'HUNT 1951.
 FL1979'
 FL1979'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND, AND THE DISK
 FL1979'IS STAMPED HUNT NO 1 1951.
 FL1979'
 FL1979'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND, AND THE DISK
 FL1979'IS STAMPED HUNT NO 2 1951.
 FL1979'
 FL1979'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FL1979'A GRADED DIRT ROAD, 5 FEET WEST OF A WITNESS POST, AND 3 FEET
 FL1979'NORTH OF A FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND,
 FL1979'AND THE DISK IS STAMPED HUNT 1951.
 FL1979'
 FL1979'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FL1979'STATE ROUTE 273 IN MC LEAN, GO NORTH ON STATE ROUTE 273 FOR
 FL1979'7.8 MILES TO A T-ROAD LEFT, TURN LEFT, AND GO WEST FOR 2.1
 FL1979'MILES TO A GATE ON THE RIGHT (TO REACH THE AZIMUTH MARK FROM
 FL1979'HERE, CONTINUE WEST ON DIRT ROAD FOR 0.65 MILE TO THE AZIMUTH
 FL1979'MARK ON THE LEFT), TURN RIGHT AND PASS THROUGH GATE, THENCE
 FL1979'FOLLOW A TRACK ROAD FOR 0.9 MILE TO A WINDMILL AND A SMALL
 FL1979'SHED, PASS BETWEEN THE WINDMILL AND SHED, THROUGH A GATE AND
 FL1979'TURN LEFT FOLLOWING A BULLDOZED ROAD FOR 0.3 MILE.  THENCE
 FL1979'WEST ACROSS COUNTRY FOR 0.2 MILE TO A GATE IN A NORTH-SOUTH
 FL1979'FENCE LINE, PASS THROUGH THE GATE, TURN RIGHT AND GO NORTH
 FL1979'FOR 0.15 MILE TO THE TOP OF A KNOLL AND THE STATION.
 FL1979
 FL1979                          STATION RECOVERY (1970)
 FL1979
 FL1979'RECOVERY NOTE BY US AIR FORCE 1970
 FL1979'STATION, R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.  A
 FL1979'THROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT WAS NOT
 FL1979'FOUND.  1951 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0357 ***********************************************************************
 AW0357  DESIGNATION -  HUNT BYU 21
 AW0357  PID         -  AW0357
 AW0357  STATE/COUNTY-  TX/HARRIS
 AW0357  USGS QUAD   -  SETTEGAST (1995)
 AW0357
 AW0357                         *CURRENT SURVEY CONTROL
 AW0357  ___________________________________________________________________
 AW0357* NAD 83(1986)-  29 47 57.     (N)    095 17 24.     (W)     SCALED    
 AW0357* NAVD 88     -        13.255  (meters)      43.49   (feet)  ADJUSTED  
 AW0357  ___________________________________________________________________
 AW0357  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW0357  DYNAMIC HT  -          13.237 (meters)      43.43  (feet)  COMP
 AW0357  MODELED GRAV-     979,289.9   (mgal)                       NAVD 88
 AW0357  OBS GRAVITY -     979,291.5   (mgal)                       GRAV_OBS
 AW0357
 AW0357  VERT ORDER  -  FIRST     CLASS I
 AW0357
 AW0357.The horizontal coordinates were scaled from a topographic map and have
 AW0357.an estimated accuracy of +/- 6 seconds.
 AW0357
 AW0357.The orthometric height was determined by differential leveling
 AW0357.and adjusted by the National Geodetic Survey in June 1991..
 AW0357
 AW0357.The geoid height was determined by GEOID03.
 AW0357
 AW0357.The dynamic height is computed by dividing the NAVD 88
 AW0357.geopotential number by the normal gravity value computed on the
 AW0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0357.degrees latitude (g = 980.6199 gals.).
 AW0357
 AW0357.The modeled gravity was interpolated from observed gravity values.
 AW0357.The observed gravity was obtained from relative gravimeter ties
 AW0357.to the IGSN71 gravity network.
 AW0357
 AW0357;                    North         East    Units  Estimated Accuracy
 AW0357;SPC TXSC     - 4,223,560.      958,590.      MT  (+/- 180 meters Scaled)
 AW0357
 AW0357                          SUPERSEDED SURVEY CONTROL
 AW0357
 AW0357  NGVD 29 (12/23/87)   13.252  (m)           43.48   (f) ADJUSTED    1 1
 AW0357
 AW0357.Superseded values are not recommended for survey control.
 AW0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0357.See file dsdata.txt to determine how the superseded data were derived.
 AW0357
 AW0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN786987(NAD 83)
 AW0357_MARKER: DD = SURVEY DISK
 AW0357_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0357+WITH SETTING: PAVEMENT
 AW0357_SP_SET: GUARDRAIL
 AW0357_STAMPING: HUNT BYU 21 1965
 AW0357_MARK LOGO: USE   
 AW0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0357+STABILITY: SURFACE MOTION
 AW0357
 AW0357  HISTORY     - Date     Condition        Report By
 AW0357  HISTORY     - 1965     MONUMENTED       USE
 AW0357  HISTORY     - 1972     GOOD             NGS
 AW0357  HISTORY     - 1978     GOOD             NGS
 AW0357  HISTORY     - 1983     GOOD             NGS
 AW0357  HISTORY     - 1986     GOOD             NGS
 AW0357  HISTORY     - 1987     GOOD             USPSQD
 AW0357  HISTORY     - 1988     GOOD             USPSQD
 AW0357  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW0357
 AW0357                          STATION DESCRIPTION
 AW0357
 AW0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0357'5.3 MI NE FROM HOUSTON.
 AW0357'ABOUT 5.3 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW0357'SOUTHERN PACIFIC RAILROAD STATION, SET IN THE TOP OF THE NORTHEAST END
 AW0357'OF THE NORTHWEST SIDE OF A CONCRETE BRIDGE ON LIBERTY RD., ABOUT 67
 AW0357'YARDS NORTHWEST OF THE WEST CORNER OF THE ENGLEWOOD YARD OFFICE, 89.6
 AW0357'FEET NORTHWEST OF THE NORTHWEST RAIL, 13.2 FEET NORTHWEST OF THE
 AW0357'CENTER LINE OF LIBERTY RD., 1.2 FEET SOUTH FROM THE EAST CORNER OF THE
 AW0357'NORTHEAST CONCRETE GUARD RAIL, 1.3 FEET SOUTHWEST OF THE NORTHEAST END
 AW0357'OF THE NORTHWEST BRIDGE, ABOUT 0.8 FOOT ABOVE THE LEVEL OF THE ROAD.
 AW0357
 AW0357                          STATION RECOVERY (1978)
 AW0357
 AW0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0357'RECOVERED IN GOOD CONDITION.
 AW0357
 AW0357                          STATION RECOVERY (1983)
 AW0357
 AW0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0357'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0357'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0357'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE SOUTHERN PACIFIC
 AW0357'RAILROAD CROSSING, THENCE 7.9 KM (4.9 MI) NORTHEAST ALONG THE
 AW0357'RAILROAD, AT THE NORTHEAST END OF A CONCRETE BRIDGE OVER HUNTING BAYOU
 AW0357'AND LIBERTY ROAD, 3.96 METERS (13.0 FT) NORTHWEST OF THE CENTERLINE OF
 AW0357'LIBERTY ROAD, 0.37 METERS (1.2 FT) SOUTH OF THE EAST CORNER OF THE
 AW0357'NORTHEAST GUARD RAIL, AND 0.60 METERS (1.3 FT) SOUTHWEST OF THE
 AW0357'NORTHEAST END OF THE BRIDGE.
 AW0357'THE MARK IS 0.18 M ABOVE ROAD.
 AW0357
 AW0357                          STATION RECOVERY (1986)
 AW0357
 AW0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0357'RECOVERED IN GOOD CONDITION.
 AW0357
 AW0357                          STATION RECOVERY (1987)
 AW0357
 AW0357'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0357'RECOVERED IN GOOD CONDITION.
 AW0357
 AW0357                          STATION RECOVERY (1988)
 AW0357
 AW0357'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0357'RECOVERED IN GOOD CONDITION.
 AW0357
 AW0357                          STATION RECOVERY (1996)
 AW0357
 AW0357'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0873 ***********************************************************************
 BY0873  DESIGNATION -  HUNTINGTON
 BY0873  PID         -  BY0873
 BY0873  STATE/COUNTY-  TX/ANGELINA
 BY0873  USGS QUAD   -  HUNTINGTON (1980)
 BY0873
 BY0873                         *CURRENT SURVEY CONTROL
 BY0873  ___________________________________________________________________
 BY0873* NAD 83(1993)-  31 16 14.62366(N)    094 34 27.56847(W)     ADJUSTED  
 BY0873* NAVD 88     -       101.01   (+/-2cm)     331.4    (feet)  VERTCON   
 BY0873  ___________________________________________________________________
 BY0873  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BY0873  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BY0873
 BY0873  HORZ ORDER  -  SECOND
 BY0873  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0873
 BY0873.The horizontal coordinates were established by classical geodetic methods
 BY0873.and adjusted by the National Geodetic Survey in February 1996..
 BY0873
 BY0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0873.The vertical order pertains to the NGVD 29 superseded value.
 BY0873
 BY0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY0873
 BY0873.The geoid height was determined by GEOID03.
 BY0873
 BY0873;                    North         East     Units Scale Factor Converg.
 BY0873;SPC TX C     - 3,192,011.400 1,248,146.136   MT  0.99989275   +2 57 58.4
 BY0873;SPC TX C     -10,472,457.40  4,094,959.45   sFT  0.99989275   +2 57 58.4
 BY0873;UTM  15      - 3,460,675.123   350,122.952   MT  0.99987707   -0 49 02.5
 BY0873
 BY0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY0873!SPC TX C     -   0.99998848  x   0.99989275  =   0.99988123
 BY0873!UTM  15      -   0.99998848  x   0.99987707  =   0.99986555
 BY0873
 BY0873:                Primary Azimuth Mark                     Grid Az
 BY0873:SPC TX C     -  ROCKY HILL FOREST SERV LOT 65            008 12 16.2
 BY0873:UTM  15      -  ROCKY HILL FOREST SERV LOT 65            011 59 17.1
 BY0873
 BY0873|---------------------------------------------------------------------|
 BY0873| PID    Reference Object                     Distance      Geod. Az  |
 BY0873|                                                           dddmmss.s |
 BY0873| BY2641 ROCKY HILL FOREST SERV LOT 65       APPROX.10.2 KM 0111014.6 |
 BY0873| BY0872 HUNTINGTON RM 2                      28.125 METERS 28645     |
 BY0873| BY2639 HUNTINGTON MUNICIPAL TANK           APPROX. 0.7 KM 3364736.3 |
 BY0873| BY2640 HUNTINGTON LOT 14 1949               19.896 METERS 33753     |
 BY0873| BY0874 HUNTINGTON RM 1                      22.342 METERS 35000     |
 BY0873| BY0870 HUNTINGTON AZ MK                                   3524109.2 |
 BY0873|---------------------------------------------------------------------|
 BY0873
 BY0873                          SUPERSEDED SURVEY CONTROL
 BY0873
 BY0873  NAD 83(1986)-  31 16 14.63432(N)    094 34 27.55737(W) AD(       ) 2
 BY0873  NAD 27      -  31 16 13.96000(N)    094 34 26.81800(W) AD(       ) 2
 BY0873  NGVD 29 (??/??/92)  101.047  (m)          331.52   (f) ADJ UNCH    2 0
 BY0873
 BY0873.Superseded values are not recommended for survey control.
 BY0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0873.See file dsdata.txt to determine how the superseded data were derived.
 BY0873
 BY0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ5012360675(NAD 83)
 BY0873_MARKER: DS = TRIANGULATION STATION DISK
 BY0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0873_STAMPING: HUNTINGTON 1949
 BY0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0873+STABILITY: SURFACE MOTION
 BY0873
 BY0873  HISTORY     - Date     Condition        Report By
 BY0873  HISTORY     - 1949     MONUMENTED       CGS
 BY0873  HISTORY     - 1949     GOOD             CGS
 BY0873
 BY0873                          STATION DESCRIPTION
 BY0873
 BY0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY0873'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF THE CENTER OF
 BY0873'THE TOWN OF HUNTINGTON IN THE LOT OCCUPIED BY THE HUNTINGTON
 BY0873'LOOKOUT TOWER NO. 14.  IT IS 92 FEET EAST OF THE CENTER
 BY0873'OF U.S. HIGHWAY NO. 69, 65 FEET SOUTH OF THE CENTER OF THE
 BY0873'LOOKOUT TOWER, 67 FEET SOUTHEAST OF THE CENTER OF THE CATTLE
 BY0873'GUARD AND 52 FEET EAST OF FENCE LINE.  IT IS STAMPED HUNTINGTON
 BY0873'1949 AND SET FLUSH WITH THE GROUND SURFACE.
 BY0873'
 BY0873'REFERENCE MARK NO 1 IS NORTH OF THE STATION, SET IN THE
 BY0873'NORTHEAST CORNER OF THE NORTHEAST CONCRETE FOUNDATION OF THE
 BY0873'LOOKOUT TOWER LEG.  IT IS STAMPED HUNTINGTON NO 1 1949 AND SET
 BY0873'FLUSH WITH THE CONCRETE SURFACE.
 BY0873'
 BY0873'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 24 FEET
 BY0873'NORTH OF THE GATE INTO THE LOT, 4 FEET SOUTH OF WITNESS POST
 BY0873'AND 1 FOOT EAST OF FENCE LINE.  IT IS STAMPED HUNTINGTON
 BY0873'NO 2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 BY0873'
 BY0873'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF THE STATION, 20
 BY0873'FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET, 48 FEET
 BY0873'SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, 2 FEET SOUTH OF A
 BY0873'WITNESS POST AND 1 FOOT WEST OF FENCE LINE.  IT IS STAMPED
 BY0873'HUNTINGTON 1949 AND PROJECTS 3 INCHES.  TO REACH FROM THE
 BY0873'JUNCTION OF U.S. HIGHWAY 69 AND FARM ROAD 328 IN THE CENTER
 BY0873'OF TOWN, GO EAST ON NO 328 FOR 0.1 MILE TO THE FIRST STREET
 BY0873'ON THE RIGHT, TURN RIGHT AND GO ABOUT 125 FEET TO THE MARK ON
 BY0873'THE LEFT.
 BY0873'
 BY0873'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND
 BY0873'FARM ROAD 328 IN THE CENTER OF THE TOWN OF HUNTINGTON, GO SOUTH
 BY0873'ON U.S. HIGHWAY 69 FOR 0.5 MILE TO THE STATION ON THE EAST
 BY0873'SIDE IN THE LOT OCCUPIED BY THE LOOKOUT TOWER.
 BY0873'
 BY0873'AN 87 FOOT SIGNAL AT STATION ETOILE IS VISIBLE AT 64 FEET.
 BY0873'
 BY0873'A 74 FOOT SIGNAL AT STATION MOSS HILL IS VISIBLE AT 77 FEET
 BY0873'
 BY0873'A 74 FOOT SIGNAL AT STATION WOLF HILL IS VISIBLE AT 77 FEET
 BY0873'
 BY0873'AN 87 FOOT SIGNAL AT STATION GRANT IS VISIBLE AT 77 FEET
 BY0873'
 BY0873'A 113 FOOT SIGNAL AT STATION FAIRVIEW IS VISIBLE AT 77 FEET
 BY0873'
 BY0873'A 100 FOOT SIGNAL AT STATION UNION IS VISIBLE AT 77 FEET
 BY0873'
 BY0873'A 74 FOOT SIGNAL AT STATION BERRY IS VISIBLE AT 77 FEET
 BY0873'
 BY0873'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BY0873
 BY0873                          STATION RECOVERY (1949)
 BY0873
 BY0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 BY0873'0.5 MI SE FROM HUNTINGTON.
 BY0873'0.5 MILE SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF FARM
 BY0873'ROAD NO. 328 AND U. S. HIGHWAY 69 AT HUNTINGTON, AT HUNTINGTON FOREST
 BY0873'SERVICE LOOKOUT TOWER NO. 14, 100.0 FEET NORTHEAST OF THE CENTER LINE
 BY0873'OF THE HIGHWAY, 92.2 FEET EAST OF HUNTINGTON R.M. 2, 73.3 FEET
 BY0873'SOUTHEAST OF HUNTINGTON R.M. 1, 59.4 FEET EAST OF THE EAST CORNER OF A
 BY0873'CATTLEGUARD AT THE ENTRANCE TO THE LOOKOUT TOWER, 52.0 FEET SOUTHEAST
 BY0873'OF THE SOUTHEAST LEG OF THE TOWER, AND SET IN THE TOP OF A CONCRETE
 BY0873'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0870 ***********************************************************************
 BY0870  DESIGNATION -  HUNTINGTON AZ MK
 BY0870  PID         -  BY0870
 BY0870  STATE/COUNTY-  TX/ANGELINA
 BY0870  USGS QUAD   -  HUNTINGTON (1980)
 BY0870
 BY0870                         *CURRENT SURVEY CONTROL
 BY0870  ___________________________________________________________________
 BY0870* NAD 83(1986)-  31 16 49.     (N)    094 34 32.     (W)     SCALED    
 BY0870* NAVD 88     -        96.77   (+/-2cm)     317.5    (feet)  VERTCON   
 BY0870  ___________________________________________________________________
 BY0870  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BY0870
 BY0870  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0870
 BY0870.The horizontal coordinates were scaled from a topographic map and have
 BY0870.an estimated accuracy of +/- 6 seconds.
 BY0870
 BY0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0870.The vertical order pertains to the NGVD 29 superseded value.
 BY0870
 BY0870.The geoid height was determined by GEOID03.
 BY0870
 BY0870;                    North         East    Units  Estimated Accuracy
 BY0870;SPC TX C     - 3,193,060.    1,247,970.      MT  (+/- 180 meters Scaled)
 BY0870
 BY0870                          SUPERSEDED SURVEY CONTROL
 BY0870
 BY0870  NGVD 29 (??/??/92)   96.807  (m)          317.61   (f) ADJ UNCH    2 0
 BY0870
 BY0870.Superseded values are not recommended for survey control.
 BY0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0870.See file dsdata.txt to determine how the superseded data were derived.
 BY0870
 BY0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ500617(NAD 83)
 BY0870_MARKER: DZ = AZIMUTH MARK DISK
 BY0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0870_STAMPING: HUNTINGTON 1949
 BY0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0870+STABILITY: SURFACE MOTION
 BY0870
 BY0870  HISTORY     - Date     Condition        Report By
 BY0870  HISTORY     - 1949     MONUMENTED       CGS
 BY0870  HISTORY     - 20040123 MARK NOT FOUND   USPSQD
 BY0870
 BY0870                          STATION DESCRIPTION
 BY0870
 BY0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0870'IN HUNTINGTON.
 BY0870'AT HUNTINGTON, 198.0 FEET EAST OF THE CENTER LINE OF FARM ROAD NO.
 BY0870'328, 148.0 FEET SOUTH OF A POINT 251.0 FEET EAST OF THE SOUTHEAST
 BY0870'CORNER OF THE CHURCH OF CHRIST, 56.0 FEET EAST OF THE SOUTHEAST CORNER
 BY0870'OF A GARAGE BELONGING TO E. D. DENNIS, 23.0 FEET NORTH OF THE CENTER
 BY0870'LINE OF AN EAST-WEST DIRT STREET, 2.0 FEET EAST OF A REFERENCE POST,
 BY0870'1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0870'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0870
 BY0870                          STATION RECOVERY (2004)
 BY0870
 BY0870'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BY0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2640 ***********************************************************************
 BY2640  DESIGNATION -  HUNTINGTON LOT 14 1949
 BY2640  PID         -  BY2640
 BY2640  STATE/COUNTY-  TX/ANGELINA
 BY2640  USGS QUAD   -  HUNTINGTON (1980)
 BY2640
 BY2640                         *CURRENT SURVEY CONTROL
 BY2640  ___________________________________________________________________
 BY2640* NAD 83(1993)-  31 16 15.22210(N)    094 34 27.85172(W)     ADJUSTED  
 BY2640* NAVD 88     -                                                        
 BY2640  ___________________________________________________________________
 BY2640  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BY2640  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BY2640
 BY2640  HORZ ORDER  -  THIRD
 BY2640
 BY2640.The horizontal coordinates were established by classical geodetic methods
 BY2640.and adjusted by the National Geodetic Survey in February 1996..
 BY2640
 BY2640
 BY2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2640
 BY2640.The geoid height was determined by GEOID03.
 BY2640
 BY2640;                    North         East     Units Scale Factor Converg.
 BY2640;SPC TX C     - 3,192,029.417 1,248,137.700   MT  0.99989276   +2 57 58.3
 BY2640;SPC TX C     -10,472,516.51  4,094,931.77   sFT  0.99989276   +2 57 58.3
 BY2640;UTM  15      - 3,460,693.657   350,115.724   MT  0.99987710   -0 49 02.6
 BY2640
 BY2640                          SUPERSEDED SURVEY CONTROL
 BY2640
 BY2640  NAD 83(1986)-  31 16 15.23276(N)    094 34 27.84063(W) AD(       ) 4
 BY2640  NAD 27      -  31 16 14.55800(N)    094 34 27.10100(W) AD(       ) 3
 BY2640
 BY2640.Superseded values are not recommended for survey control.
 BY2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2640.See file dsdata.txt to determine how the superseded data were derived.
 BY2640
 BY2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ5011660694(NAD 83)
 BY2640_MARKER: 57 = LOOKOUT TOWER
 BY2640
 BY2640  HISTORY     - Date     Condition        Report By
 BY2640  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2640  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2640  HISTORY     - 20050122 POOR             USPSQD
 BY2640
 BY2640                          STATION DESCRIPTION
 BY2640
 BY2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2640'THE STATION IS THE HUNTINGTON LOOKOUT TOWER NO 14 OF THE
 BY2640'STATE FOREST SERVICE.  IT IS LOCATED ABOUT 0.5 MILE SOUTH OF
 BY2640'THE CENTER OF THE TOWN OF HUNTINGTON ON THE EAST SIDE OF
 BY2640'U.S. HIGHWAY NO 69.  IT IS A FOUR LEGGED STEEL STRUCTURE
 BY2640'ABOUT 110 FEET HIGH WITH A GLASS ENCLOSED LOOKOUT CAB ON THE
 BY2640'TOP.  POINT OBSERVED UPON, CENTER OF THE TOP OF THE LOOKOUT
 BY2640'CAB.
 BY2640
 BY2640                          STATION RECOVERY (1998)
 BY2640
 BY2640'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2640'MARK NOT FOUND.
 BY2640
 BY2640                          STATION RECOVERY (2005)
 BY2640
 BY2640'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BY2640'STATE FOREST SERVICE HUNIGTON LOOKOUT TOWER NO. 14 WAS DEMOLISHED.
 BY2640'HUNIGTON TX CITY 936-422-4195,  TEXAS FOREST SERVICE, FOREST RESOURCE
 BY2640'PROTECTION 936-639-8100
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2639 ***********************************************************************
 BY2639  DESIGNATION -  HUNTINGTON MUNICIPAL TANK
 BY2639  PID         -  BY2639
 BY2639  STATE/COUNTY-  TX/ANGELINA
 BY2639  USGS QUAD   -  HUNTINGTON (1980)
 BY2639
 BY2639                         *CURRENT SURVEY CONTROL
 BY2639  ___________________________________________________________________
 BY2639* NAD 83(1993)-  31 16 36.53708(N)    094 34 38.50734(W)     ADJUSTED  
 BY2639* NAVD 88     -                                                        
 BY2639  ___________________________________________________________________
 BY2639  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BY2639  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BY2639
 BY2639  HORZ ORDER  -  THIRD
 BY2639
 BY2639.The horizontal coordinates were established by classical geodetic methods
 BY2639.and adjusted by the National Geodetic Survey in February 1996..
 BY2639
 BY2639
 BY2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2639
 BY2639.The geoid height was determined by GEOID03.
 BY2639
 BY2639;                    North         East     Units Scale Factor Converg.
 BY2639;SPC TX C     - 3,192,670.354 1,247,822.279   MT  0.99989325   +2 57 52.8
 BY2639;SPC TX C     -10,474,619.32  4,093,896.93   sFT  0.99989325   +2 57 52.8
 BY2639;UTM  15      - 3,461,354.001   349,843.289   MT  0.99987811   -0 49 08.7
 BY2639
 BY2639                          SUPERSEDED SURVEY CONTROL
 BY2639
 BY2639  NAD 83(1986)-  31 16 36.54770(N)    094 34 38.49618(W) AD(       ) 4
 BY2639  NAD 27      -  31 16 35.87500(N)    094 34 37.75700(W) AD(       ) 3
 BY2639
 BY2639.Superseded values are not recommended for survey control.
 BY2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2639.See file dsdata.txt to determine how the superseded data were derived.
 BY2639
 BY2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4984361354(NAD 83)
 BY2639_MARKER: 53 = ELEVATED TANK
 BY2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2639+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2005
 BY2639
 BY2639  HISTORY     - Date     Condition        Report By
 BY2639  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2639  HISTORY     - 19980919 GOOD             USPSQD
 BY2639  HISTORY     - 20040123 GOOD             USPSQD
 BY2639  HISTORY     - 20050122 GOOD             USPSQD
 BY2639
 BY2639                          STATION DESCRIPTION
 BY2639
 BY2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2639'LOCATED IN THE SOUTHWEST EDGE OF THE MAIN PART OF TOWN.  IT IS
 BY2639'A FOUR LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH WITH THE
 BY2639'LETTERING HUNTINGTON ON THE NORTH AND SOUTH SIDES OF THE TANK.
 BY2639'POINT OBSERVED UPON, FINIAL ON THE APEX OF THE TANK ROOF.
 BY2639
 BY2639                          STATION RECOVERY (1998)
 BY2639
 BY2639'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2639'RECOVERED IN GOOD CONDITION.
 BY2639
 BY2639                          STATION RECOVERY (2004)
 BY2639
 BY2639'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BY2639'RECOVERED IN GOOD CONDITION.
 BY2639
 BY2639                          STATION RECOVERY (2005)
 BY2639
 BY2639'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BY2639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0874 ***********************************************************************
 BY0874  DESIGNATION -  HUNTINGTON RM 1
 BY0874  PID         -  BY0874
 BY0874  STATE/COUNTY-  TX/ANGELINA
 BY0874  USGS QUAD   -  HUNTINGTON (1980)
 BY0874
 BY0874                         *CURRENT SURVEY CONTROL
 BY0874  ___________________________________________________________________
 BY0874* NAD 83(1986)-  31 16 14.     (N)    094 34 27.     (W)     SCALED    
 BY0874* NAVD 88     -       100.85   (+/-2cm)     330.9    (feet)  VERTCON   
 BY0874  ___________________________________________________________________
 BY0874  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BY0874
 BY0874  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0874
 BY0874.The horizontal coordinates were scaled from a topographic map and have
 BY0874.an estimated accuracy of +/- 6 seconds.
 BY0874
 BY0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0874.The vertical order pertains to the NGVD 29 superseded value.
 BY0874
 BY0874.The geoid height was determined by GEOID03.
 BY0874
 BY0874;                    North         East    Units  Estimated Accuracy
 BY0874;SPC TX C     - 3,191,990.    1,248,160.      MT  (+/- 180 meters Scaled)
 BY0874
 BY0874                          SUPERSEDED SURVEY CONTROL
 BY0874
 BY0874  NGVD 29 (??/??/92)  100.885  (m)          330.99   (f) ADJ UNCH    2 0
 BY0874
 BY0874.Superseded values are not recommended for survey control.
 BY0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0874.See file dsdata.txt to determine how the superseded data were derived.
 BY0874
 BY0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ501606(NAD 83)
 BY0874_MARKER: DR = REFERENCE MARK DISK
 BY0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0874_SP_SET: WATER TOWER BASE
 BY0874_STAMPING: HUNTINGTON NO 1 1949
 BY0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0874
 BY0874  HISTORY     - Date     Condition        Report By
 BY0874  HISTORY     - 1949     MONUMENTED       CGS
 BY0874  HISTORY     - 20050122 POOR             USPSQD
 BY0874
 BY0874                          STATION DESCRIPTION
 BY0874
 BY0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0874'0.5 MI SE FROM HUNTINGTON.
 BY0874'0.5 MILE SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF FARM
 BY0874'ROAD NO. 328 AND U. S. HIGHWAY 69 AT HUNTINGTON, AT THE HUNTINGTON
 BY0874'FOREST SERVICE LOOKOUT TOWER NO. 14, 73.3 FEET NORTHWEST OF
 BY0874'TRIANGULATION STATION HUNTINGTON 1949, 1.2 FEET NORTHEAST OF THE
 BY0874'NORTHEAST STEEL LEG OF THE LOOKOUT TOWER, AND SET IN THE TOP OF THE
 BY0874'NORTHEAST CORNER OF THE BASE FOR THE NORTHEAST LEG OF THE TOWER WHICH
 BY0874'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BY0874
 BY0874                          STATION RECOVERY (2005)
 BY0874
 BY0874'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BY0874'STATE FOREST SERVICE HUNIGTON LOOKOUT TOWER NO. 14 WAS DEMOLISHED.
 BY0874'HUNIGTON TX CITY 936-422-4195,  TEXAS FOREST SERVICE, FOREST RESOURCE
 BY0874'PROTECTION 936-639-8100.  BASE WITH MARK NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0872 ***********************************************************************
 BY0872  DESIGNATION -  HUNTINGTON RM 2
 BY0872  PID         -  BY0872
 BY0872  STATE/COUNTY-  TX/ANGELINA
 BY0872  USGS QUAD   -  HUNTINGTON (1980)
 BY0872
 BY0872                         *CURRENT SURVEY CONTROL
 BY0872  ___________________________________________________________________
 BY0872* NAD 83(1986)-  31 16 14.     (N)    094 34 27.     (W)     SCALED    
 BY0872* NAVD 88     -       100.06   (+/-2cm)     328.3    (feet)  VERTCON   
 BY0872  ___________________________________________________________________
 BY0872  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BY0872
 BY0872  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0872
 BY0872.The horizontal coordinates were scaled from a topographic map and have
 BY0872.an estimated accuracy of +/- 6 seconds.
 BY0872
 BY0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0872.The vertical order pertains to the NGVD 29 superseded value.
 BY0872
 BY0872.The geoid height was determined by GEOID03.
 BY0872
 BY0872;                    North         East    Units  Estimated Accuracy
 BY0872;SPC TX C     - 3,191,990.    1,248,160.      MT  (+/- 180 meters Scaled)
 BY0872
 BY0872                          SUPERSEDED SURVEY CONTROL
 BY0872
 BY0872  NGVD 29 (??/??/92)  100.102  (m)          328.42   (f) ADJ UNCH    2 0
 BY0872
 BY0872.Superseded values are not recommended for survey control.
 BY0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0872.See file dsdata.txt to determine how the superseded data were derived.
 BY0872
 BY0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ501606(NAD 83)
 BY0872_MARKER: DR = REFERENCE MARK DISK
 BY0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0872_STAMPING: HUNTINGTON NO 2 1949
 BY0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0872+STABILITY: SURFACE MOTION
 BY0872
 BY0872  HISTORY     - Date     Condition        Report By
 BY0872  HISTORY     - 1949     MONUMENTED       CGS
 BY0872
 BY0872                          STATION DESCRIPTION
 BY0872
 BY0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0872'0.5 MI SE FROM HUNTINGTON.
 BY0872'0.5 MILE SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE JUNCTION OF FARM
 BY0872'ROAD NO. 328 AND U. S. HIGHWAY 69 AT HUNTINGTON, AT THE HUNTINGTON
 BY0872'FOREST SERVICE LOOKOUT TOWER NO. 14, 92.2 FEET WEST OF TRIANGULATION
 BY0872'STATION HUNTINGTON 1949, 58.0 FEET SOUTHWEST OF THE SOUTHWEST LEG OF
 BY0872'THE LOOKOUT TOWER, 43.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 BY0872'HIGHWAY, 28.0 FEET NORTHWEST OF THE NORTH CORNER OF A CATTLEGUARD AT
 BY0872'THE ENTRANCE TO THE LOOKOUT TOWER, 3.1 FEET SOUTHEAST OF A REFERENCE
 BY0872'POST, 1.0 FOOT NORTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 BY0872'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1018 ***********************************************************************
 GK1018  DESIGNATION -  HUNTOON
 GK1018  PID         -  GK1018
 GK1018  STATE/COUNTY-  TX/OCHILTREE
 GK1018  USGS QUAD   -  BOOKER (1973)
 GK1018
 GK1018                         *CURRENT SURVEY CONTROL
 GK1018  ___________________________________________________________________
 GK1018* NAD 83(1993)-  36 27 22.50399(N)    100 36 37.58469(W)     ADJUSTED  
 GK1018* NAVD 88     -       873.3    (meters)    2865.     (feet)  VERTCON   
 GK1018  ___________________________________________________________________
 GK1018  X           -    -945,833.616 (meters)                     COMP
 GK1018  Y           -  -5,048,928.941 (meters)                     COMP
 GK1018  Z           -   3,769,533.342 (meters)                     COMP
 GK1018  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 GK1018  ELLIP HEIGHT-         845.49  (meters)          (02/16/96) GPS OBS
 GK1018  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 GK1018
 GK1018  HORZ ORDER  -  THIRD
 GK1018  ELLP ORDER  -  FIFTH     CLASS I
 GK1018
 GK1018.The horizontal coordinates were established by classical geodetic methods
 GK1018.and adjusted by the National Geodetic Survey in February 1996..
 GK1018
 GK1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK1018
 GK1018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GK1018
 GK1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1018
 GK1018.The ellipsoidal height was determined by GPS observations
 GK1018.and is referenced to NAD 83.
 GK1018
 GK1018.The geoid height was determined by GEOID03.
 GK1018
 GK1018;                    North         East     Units Scale Factor Converg.
 GK1018;SPC TX N     - 1,272,865.024   279,746.364   MT  1.00007509   +0 30 55.9
 GK1018;SPC TX N     - 4,176,058.00    917,801.20   sFT  1.00007509   +0 30 55.9
 GK1018;UTM  14      - 4,035,760.599   355,689.877   MT  0.99985658   -0 57 25.6
 GK1018
 GK1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1018!SPC TX N     -   0.99986733  x   1.00007509  =   0.99994241
 GK1018!UTM  14      -   0.99986733  x   0.99985658  =   0.99972392
 GK1018
 GK1018:                Primary Azimuth Mark                     Grid Az
 GK1018:SPC TX N     -  BOOKER EQUITY GRAIN ELEVATOR             089 52 06.2
 GK1018:UTM  14      -  BOOKER EQUITY GRAIN ELEVATOR             091 20 27.7
 GK1018
 GK1018|---------------------------------------------------------------------|
 GK1018| PID    Reference Object                     Distance      Geod. Az  |
 GK1018|                                                           dddmmss.s |
 GK1018| GK1016 BOOKER EQUITY GRAIN ELEVATOR        APPROX. 6.8 KM 0902302.1 |
 GK1018| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX. 6.4 KM 0934006.0 |
 GK1018| CK9935 HUNTOON RM 2                         21.529 METERS 09456     |
 GK1018| GK1032 HUNTOON PERRYTON EQUITY ELEV        APPROX. 1.9 KM 2692735.7 |
 GK1018| CK9933 HUNTOON AZ MK                                      2702846.0 |
 GK1018| CK9934 HUNTOON RM 1                          7.111 METERS 35643     |
 GK1018|---------------------------------------------------------------------|
 GK1018
 GK1018                          SUPERSEDED SURVEY CONTROL
 GK1018
 GK1018  NAD 83(1993)-  36 27 22.50396(N)    100 36 37.58395(W) AD(       ) 3
 GK1018  NAD 83(1986)-  36 27 22.51047(N)    100 36 37.57269(W) AD(       ) 3
 GK1018  NAD 27      -  36 27 22.39300(N)    100 36 36.04900(W) AD(       ) 3
 GK1018  NGVD 29 (12/08/88)  872.9    (m)         2864.     (f) GPS OBS        
 GK1018
 GK1018.Superseded values are not recommended for survey control.
 GK1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1018.See file dsdata.txt to determine how the superseded data were derived.
 GK1018
 GK1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF5569035761(NAD 83)
 GK1018_MARKER: DS = TRIANGULATION STATION DISK
 GK1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1018_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK1018+SATELLITE: SATELLITE OBSERVATIONS - 1988
 GK1018
 GK1018  HISTORY     - Date     Condition        Report By
 GK1018  HISTORY     - 1952     MONUMENTED       CGS
 GK1018  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK1018  HISTORY     - 1988     GOOD             NGS
 GK1018
 GK1018                          STATION DESCRIPTION
 GK1018
 GK1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1018'THE STATION IS LOCATED ALONG THE SOUTH RIGHT-OF-WAY OF THE
 GK1018'SANTA FE RAILROAD.  IT IS ABOUT 4 MILES WEST OF BOOKER, ABOUT
 GK1018'1 MILE EAST OF HUNTOON, AND ABOUT 3 MILES SOUTH OF THE
 GK1018'TEXAS-OKLAHOMA STATE LINE.
 GK1018'
 GK1018'THE STATION IS 81-1/2 FEET NORTH OF THE CENTER LINE OF STATE
 GK1018'HIGHWAY 117, 43 FEET SOUTH OF THE CENTER OF THE RAILROAD
 GK1018'TRACKS, AND 3.8 FEET NORTHEAST OF A WHITE WITNESS POST.  IT IS
 GK1018'A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GK1018'POST THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED--HUNTOON 1952.
 GK1018'
 GK1018'REFERENCE MARK NUMBER ONE IS 21 FEET SOUTH OF THE CENTER OF
 GK1018'THE RAILROAD TRACKS, AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 GK1018'IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST THAT
 GK1018'IS 10-INCHES IN DIAMETER AND PROJECTS 1 INCH.  THE DISK IS
 GK1018'STAMPED--HUNTOON NO 1 1952.
 GK1018'
 GK1018'REFERENCE MARK NUMBER TWO IS 2 FEET NORTH OF A TELEPHONE POLE,
 GK1018'45 FEET SOUTH OF THE CENTER OF THE RAILROAD TRACKS, 80 FEET
 GK1018'NORTH OF THE CENTER LINE OF STATE HIGHWAY 117, AND ABOUT THE
 GK1018'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN THE
 GK1018'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 GK1018'THE DISK IS STAMPED--HUNTOON NO 2 1952.
 GK1018'
 GK1018'THE AZIMUTH MARK IS LOCATED ALONG THE SOUTH RAILROAD RIGHT-OF-WAY.
 GK1018'IT IS 33 FEET SOUTH OF THE CENTER OF THE RAILROAD TRACKS, 95
 GK1018'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 18 FEET NORTH
 GK1018'OF A TELEPHONE POLE.  IT IS A STANDARD DISK SET IN THE TOP
 GK1018'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 GK1018'THE DISK IS STAMPED--HUNTOON 1952.  TO REACH THE MARK FROM
 GK1018'THE STATION GO WEST ON STATE HIGHWAY 117 FOR 0.4 MILE TO THE
 GK1018'MARK ON THE RIGHT.
 GK1018'
 GK1018'TO REACH THE STATION FROM THE POST OFFICE IN BOOKER GO NORTH
 GK1018'FOR 0.1 MILE TO STATE HIGHWAY 117.  TURN LEFT, WEST, AND GO
 GK1018'3.8 MILES TO THE STATION ON THE RIGHT.
 GK1018'
 GK1018'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 GK1018
 GK1018                          STATION RECOVERY (1973)
 GK1018
 GK1018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (SJS)
 GK1018'R.M. 2 FOUND AS DESCRIBED
 GK1018'
 GK1018'STATION, R.M. 1 AND AZIMUTH MARK WERE SEARCHED FOR BUT NOT
 GK1018'FOUND THEY ARE PRESUMED DESTROYED DUE TO HIGHWAY CONSTRUCTION.
 GK1018
 GK1018                          STATION RECOVERY (1988)
 GK1018
 GK1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 GK1018'THE STATION WAS RECOVERED AT THIS DATE.
 GK1018'OTHER MARKS NOT SEARCHED FOR.
 GK1018'
 GK1018'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 GK1018'WEST OF BOOKER ON A LOW CUTBANK BETWEEN HIGHWAY AND RAILROAD TRACK.
 GK1018'OWNERSHIP--SANTE FE RAILROAD, PO BOX 509, AMARILLO, TX 79179, PHONE
 GK1018'806-379-3708.
 GK1018'
 GK1018'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 23
 GK1018'ON THE EAST SIDE OF BOOKER, GO WEST ON STATE HIGHWAY 15 FOR 4.9 KM
 GK1018'(3.05 MI) TO A CROSSROAD (PAVED NORTH, DIRT SOUTH).  CONTINUE AHEAD
 GK1018'FOR 2.3 KM (1.4 MI) TO THE STATION ON THE RIGHT.
 GK1018'
 GK1018'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED---HUNTOON
 GK1018'1952---, SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST THAT IS 1
 GK1018'CM BELOW THE GROUND.  LOCATED 28.0 METERS (91.9 FT) NORTH OF AND
 GK1018'1.0 METER (3.3 FT) HIGHER THAN THE HIGHWAY CENTER, 21.6 METERS
 GK1018'WEST-NORTHWEST FROM A UTILITY POLE, 12.4 METERS (40.7 FT) SOUTH OF
 GK1018'THE SOUTH RAIL OF TRACKS AND 0.3 METER (1.0 FT) SOUTH OF A METAL
 GK1018'WITNESS POST.
 GK1018'
 GK1018'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 GK1018'
 GK1018'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 GK1018'
 GK1018'DESCRIBED BY D.A. BOWLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1032 ***********************************************************************
 GK1032  DESIGNATION -  HUNTOON PERRYTON EQUITY ELEV
 GK1032  PID         -  GK1032
 GK1032  STATE/COUNTY-  TX/OCHILTREE
 GK1032  USGS QUAD   -  HUNTOON (1973)
 GK1032
 GK1032                         *CURRENT SURVEY CONTROL
 GK1032  ___________________________________________________________________
 GK1032* NAD 83(1993)-  36 27 21.91103(N)    100 37 54.54710(W)     ADJUSTED  
 GK1032* NAVD 88     -                                                        
 GK1032  ___________________________________________________________________
 GK1032  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 GK1032  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 GK1032
 GK1032  HORZ ORDER  -  THIRD
 GK1032
 GK1032.The horizontal coordinates were established by classical geodetic methods
 GK1032.and adjusted by the National Geodetic Survey in February 1996..
 GK1032
 GK1032
 GK1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1032
 GK1032.The geoid height was determined by GEOID03.
 GK1032
 GK1032;                    North         East     Units Scale Factor Converg.
 GK1032;SPC TX N     - 1,272,829.708   277,830.061   MT  1.00007504   +0 30 11.3
 GK1032;SPC TX N     - 4,175,942.13    911,514.13   sFT  1.00007504   +0 30 11.3
 GK1032;SPC OK N     -   164,756.106   364,118.184   MT  0.99995806   -1 33 11.4
 GK1032;SPC OK N     -   540,537.32  1,194,611.08   sFT  0.99995806   -1 33 11.4
 GK1032;UTM  14      - 4,035,774.546   353,773.711   MT  0.99986344   -0 58 11.3
 GK1032
 GK1032                          SUPERSEDED SURVEY CONTROL
 GK1032
 GK1032  NAD 83(1993)-  36 27 21.91101(N)    100 37 54.54682(W) AD(       ) 4
 GK1032  NAD 83(1986)-  36 27 21.91708(N)    100 37 54.53514(W) AD(       ) 4
 GK1032  NAD 27      -  36 27 21.79600(N)    100 37 53.00500(W) AD(       ) 3
 GK1032
 GK1032.Superseded values are not recommended for survey control.
 GK1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1032.See file dsdata.txt to determine how the superseded data were derived.
 GK1032
 GK1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF5377435775(NAD 83)
 GK1032_MARKER: 65 = GRAIN ELEVATOR
 GK1032
 GK1032  HISTORY     - Date     Condition        Report By
 GK1032  HISTORY     - 1952     FIRST OBSERVED   CGS
 GK1032
 GK1032                          STATION DESCRIPTION
 GK1032
 GK1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1032'THE PERRYTON EQUITY GRAIN ELEVATOR IS LOCATED AT THE HUNTOON
 GK1032'RAILROAD SIDING.  IT IS A LARGE, WHITE, CONCRETE STRUCTURE
 GK1032'CONSISTING OF CYLINDRICAL SHAPED TANKS THAT ARE 120 FEET IN
 GK1032'HEIGHT.  A HEAD HOUSE, 37 FEET IN HEIGHT, IS MOUNTED ON THE TOP OF
 GK1032'TANKS.  THE CENTER OF THE HEAD HOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2316 ***********************************************************************
 BL2316  SACS        -  This is a Secondary Airport Control Station.
 BL2316  DESIGNATION -  HUNTPORT
 BL2316  PID         -  BL2316
 BL2316  STATE/COUNTY-  TX/WALKER
 BL2316  USGS QUAD   -  HUNTSVILLE (1976)
 BL2316
 BL2316                         *CURRENT SURVEY CONTROL
 BL2316  ___________________________________________________________________
 BL2316* NAD 83(1993)-  30 44 39.34446(N)    095 35 13.52822(W)     ADJUSTED  
 BL2316* NAVD 88     -       104.55   (meters)     343.0    (feet)  GPS OBS   
 BL2316  ___________________________________________________________________
 BL2316  X           -    -534,168.679 (meters)                     COMP
 BL2316  Y           -  -5,460,541.219 (meters)                     COMP
 BL2316  Z           -   3,241,597.290 (meters)                     COMP
 BL2316  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BL2316  ELLIP HEIGHT-          77.25  (meters)          (03/05/01) GPS OBS
 BL2316  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BL2316
 BL2316  HORZ ORDER  -  FIRST
 BL2316  ELLP ORDER  -  FOURTH    CLASS I
 BL2316
 BL2316.This mark is at Huntsville Muni (T39) Airport (T39)
 BL2316
 BL2316.The horizontal coordinates were established by GPS observations
 BL2316.and adjusted by the National Geodetic Survey in August 1996..
 BL2316
 BL2316.The orthometric height was determined by GPS observations and a
 BL2316.high-resolution geoid model.
 BL2316
 BL2316.GPS derived orthometric heights for airport stations designated as
 BL2316.PACS or SACS are published to 2 decimal places.  This maintains
 BL2316.centimeter relative accuracy between the PACS and SACS.  It does
 BL2316.not indicate centimeter accuracy relative to other marks which are
 BL2316.part of the NAVD 88 network.
 BL2316
 BL2316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2316
 BL2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2316
 BL2316.The ellipsoidal height was determined by GPS observations
 BL2316.and is referenced to NAD 83.
 BL2316
 BL2316.The geoid height was determined by GEOID03.
 BL2316
 BL2316;                    North         East     Units Scale Factor Converg.
 BL2316;SPC TX C     - 3,129,150.115 1,154,304.461   MT  0.99989175   +2 26 40.5
 BL2316;SPC TX C     -10,266,220.00  3,787,080.55   sFT  0.99989175   +2 26 40.5
 BL2316;UTM  15      - 3,404,120.073   252,323.475   MT  1.00035679   -1 19 23.6
 BL2316
 BL2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2316!SPC TX C     -   0.99998787  x   0.99989175  =   0.99987962
 BL2316!UTM  15      -   0.99998787  x   1.00035679  =   1.00034465
 BL2316
 BL2316:                Primary Azimuth Mark                     Grid Az
 BL2316:SPC TX C     -  HUNTPORT AZ MK                           003 23 16.1
 BL2316:UTM  15      -  HUNTPORT AZ MK                           007 09 20.2
 BL2316
 BL2316|---------------------------------------------------------------------|
 BL2316| PID    Reference Object                     Distance      Geod. Az  |
 BL2316|                                                           dddmmss.s |
 BL2316| BL2317 HUNTPORT AZ MK                      APPROX. 0.6 KM 0054956.6 |
 BL2316|---------------------------------------------------------------------|
 BL2316
 BL2316                          SUPERSEDED SURVEY CONTROL
 BL2316
 BL2316  ELLIP H (08/26/96)   77.30   (m)                       GP(       ) 4 1
 BL2316  NAD 83(1993)-  30 44 39.34452(N)    095 35 13.52964(W) AD(       ) 3
 BL2316  ELLIP H (02/16/96)   77.39   (m)                       GP(       ) 5 1
 BL2316  NAD 83(1986)-  30 44 39.35771(N)    095 35 13.50981(W) AD(       ) 3
 BL2316  NAD 27      -  30 44 38.63561(N)    095 35 12.69877(W) AD(       ) 3
 BL2316  NGVD 29 (12/08/88)  104.5    (m)          343.     (f) GPS OBS        
 BL2316
 BL2316.Superseded values are not recommended for survey control.
 BL2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2316.See file dsdata.txt to determine how the superseded data were derived.
 BL2316
 BL2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ5232304120(NAD 83)
 BL2316_MARKER: I = METAL ROD
 BL2316_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2316_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2316_STAMPING: HUNTPORT 1988
 BL2316_MARK LOGO: NGS   
 BL2316_PROJECTION: FLUSH
 BL2316_MAGNETIC: I = MARKER IS A STEEL ROD
 BL2316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2316+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 BL2316_ROD/PIPE-DEPTH: 5.2  meters
 BL2316_SLEEVE-DEPTH  : 0.76 meters
 BL2316
 BL2316  HISTORY     - Date     Condition        Report By
 BL2316  HISTORY     - 1988     MONUMENTED       NGS
 BL2316  HISTORY     - 19950224 GOOD             NGS
 BL2316  HISTORY     - 19960601 GOOD             USPSQD
 BL2316
 BL2316                          STATION DESCRIPTION
 BL2316
 BL2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BL2316'THE STATION IS LOCATED AT THE NORTHWEST SIDE OF HUNTSVILLE AT THE
 BL2316'HUNTSVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HUNTSVILLE, C/O
 BL2316'WADE GILLASPIE, ROUTE 10 BOX 142, HUNTSVILLE TX 77340.  TELEPHONE
 BL2316'NUMBER 409-295-8136.
 BL2316'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND
 BL2316'STATE HIGHWAY 75 ON THE NORTHWEST SIDE OF HUNTSVILLE.  GO SOUTH ON
 BL2316'STATE HIGHWAY 75 FOR 0.7 KM (0.45 MI) TO THE AIRPORT ENTRANCE ROAD ON
 BL2316'THE LEFT.  TURN LEFT FOR 0.9 KM (0.55 MI) TO THE ADMINISTRATION.  GO
 BL2316'NORTHWEST ACROSS THE APRON FOR 0.2 KM (0.10 MI) TO THE STATION.
 BL2316'THE MARK IS SET 35.3 M (115.8 FT) EAST OF THE CENTERLINE OF THE
 BL2316'RUNWAY, 26.0 M (85.3 FT) WEST OF THE CENTERLINE OF THE TAXIWAY, 17.3
 BL2316'M (56.8 FT) SOUTHEAST OF A TAXIWAY INDICATOR SIGN AND 10.1 M
 BL2316'(33.1 FT) NORTH OF THE CENTERLINE OF THE CONNECTOR.
 BL2316'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2316'DESCRIBED BY B.L.L.
 BL2316
 BL2316                          STATION RECOVERY (1995)
 BL2316
 BL2316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BL2316'THE STATION IS LOCATED 0N THE NORTHWEST SIDE OF HUNTSVILLE, AT THE
 BL2316'HUNTSVILLE MUNICIPAL AIRPORT, ON THE NORTH SIDE OF THE CONNECTOR THAT
 BL2316'IS EAST OF AND IN LINE WITH A WINDSOCK, AND IN THE MEDIAN BETWEEN THE
 BL2316'TAXI AND RUNWAY.  OWNERSHIP--CITY OF HUNTSVILLE, 1000 AIRPORT DRIVE,
 BL2316'HUNTSVILLE, TX.  77340.  PHONE 409-295-8136.  WADE GILLASPIE MANAGER.
 BL2316'NOTE--STUDENT TRAINING AIRPORT, CONTACT OFFICE ON ARRIVAL. TO REACH
 BL2316'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND STATE
 BL2316'HIGHWAY 75 (EXIT 118) ON THE NORTHWEST SIDE OF HUNTSVILLE, GO
 BL2316'NORTHEAST FOR 0.3 KM (0.20 MI) ALONG HIGHWAY 75 TO AIRPORT DRIVE ON
 BL2316'THE LEFT.  TURN LEFT, NORTH, FOR 0.7 KM (0.45 MI) TO THE AIRPORT
 BL2316'TERMINAL AND ENTRANCE GATE.  GO NORTHWEST FOR 0.18 KM (0.10 MI) ACROSS
 BL2316'THE APRON AND TAXI TO THE CONNECTOR AND STATION ON THE RIGHT. STATION
 BL2316'IS 35.6 M (116.8 FT) EAST OF THE CENTERLINE OF THE RUNWAY, 26.0 M
 BL2316'(85.3 FT) WEST OF THE TAXI CENTERLINE, 17.3 M (56.8 FT) NORTH OF THE
 BL2316'CONNECTOR CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE RUNWAY,
 BL2316'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 BL2316'POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET CLASS
 BL2316'A REQUIREMENTS.  THIS STATION SELECTED AS A SACS.  BY R.G.H.
 BL2316
 BL2316                          STATION RECOVERY (1996)
 BL2316
 BL2316'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2317 ***********************************************************************
 BL2317  SACS        -  This is a Secondary Airport Control Station.
 BL2317  DESIGNATION -  HUNTPORT AZ MK
 BL2317  PID         -  BL2317
 BL2317  STATE/COUNTY-  TX/WALKER
 BL2317  USGS QUAD   -  HUNTSVILLE (1976)
 BL2317
 BL2317                         *CURRENT SURVEY CONTROL
 BL2317  ___________________________________________________________________
 BL2317* NAD 83(1993)-  30 44 59.95048(N)    095 35 11.09116(W)     ADJUSTED  
 BL2317* NAVD 88     -        94.00   (meters)     308.4    (feet)  GPS OBS   
 BL2317  ___________________________________________________________________
 BL2317  X           -    -534,071.697 (meters)                     COMP
 BL2317  Y           -  -5,460,215.622 (meters)                     COMP
 BL2317  Z           -   3,242,137.286 (meters)                     COMP
 BL2317  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BL2317  ELLIP HEIGHT-          66.71  (meters)          (03/05/01) GPS OBS
 BL2317  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BL2317
 BL2317  HORZ ORDER  -  FIRST
 BL2317  ELLP ORDER  -  FOURTH    CLASS I
 BL2317
 BL2317.This mark is at Huntsville Muni (T39) Airport (T39)
 BL2317
 BL2317.The horizontal coordinates were established by GPS observations
 BL2317.and adjusted by the National Geodetic Survey in August 1996..
 BL2317
 BL2317.The orthometric height was determined by GPS observations and a
 BL2317.high-resolution geoid model.
 BL2317
 BL2317.GPS derived orthometric heights for airport stations designated as
 BL2317.PACS or SACS are published to 2 decimal places.  This maintains
 BL2317.centimeter relative accuracy between the PACS and SACS.  It does
 BL2317.not indicate centimeter accuracy relative to other marks which are
 BL2317.part of the NAVD 88 network.
 BL2317
 BL2317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2317
 BL2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2317
 BL2317.The ellipsoidal height was determined by GPS observations
 BL2317.and is referenced to NAD 83.
 BL2317
 BL2317.The geoid height was determined by GEOID03.
 BL2317
 BL2317;                    North         East     Units Scale Factor Converg.
 BL2317;SPC TX C     - 3,129,786.814 1,154,342.151   MT  0.99989131   +2 26 41.8
 BL2317;SPC TX C     -10,268,308.91  3,787,204.21   sFT  0.99989131   +2 26 41.8
 BL2317;UTM  15      - 3,404,753.213   252,402.962   MT  1.00035630   -1 19 23.1
 BL2317
 BL2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2317!SPC TX C     -   0.99998952  x   0.99989131  =   0.99988084
 BL2317!UTM  15      -   0.99998952  x   1.00035630  =   1.00034582
 BL2317
 BL2317:                Primary Azimuth Mark                     Grid Az
 BL2317:SPC TX C     -  HUNTPORT                                 183 23 16.0
 BL2317:UTM  15      -  HUNTPORT                                 187 09 20.9
 BL2317
 BL2317|---------------------------------------------------------------------|
 BL2317| PID    Reference Object                     Distance      Geod. Az  |
 BL2317|                                                           dddmmss.s |
 BL2317| BL2316 HUNTPORT                            APPROX. 0.6 KM 1854957.8 |
 BL2317|---------------------------------------------------------------------|
 BL2317
 BL2317                          SUPERSEDED SURVEY CONTROL
 BL2317
 BL2317  ELLIP H (08/26/96)   66.75   (m)                       GP(       ) 4 1
 BL2317  NAD 83(1993)-  30 44 59.95043(N)    095 35 11.09293(W) AD(       ) 3
 BL2317  ELLIP H (02/16/96)   66.84   (m)                       GP(       ) 5 1
 BL2317  NAD 83(1986)-  30 44 59.96363(N)    095 35 11.07311(W) AD(       ) 3
 BL2317  NAD 27      -  30 44 59.24210(N)    095 35 10.26206(W) AD(       ) 3
 BL2317  NGVD 29 (12/08/88)   94.0    (m)          308.     (f) GPS OBS        
 BL2317
 BL2317.Superseded values are not recommended for survey control.
 BL2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2317.See file dsdata.txt to determine how the superseded data were derived.
 BL2317
 BL2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ5240304753(NAD 83)
 BL2317_MARKER: I = METAL ROD
 BL2317_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2317_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2317_STAMPING: HUNTPORT AZ MK 1988
 BL2317_MARK LOGO: NGS   
 BL2317_PROJECTION: FLUSH
 BL2317_MAGNETIC: I = MARKER IS A STEEL ROD
 BL2317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2317+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1995
 BL2317_ROD/PIPE-DEPTH: 2.3  meters
 BL2317_SLEEVE-DEPTH  : 0.76 meters
 BL2317
 BL2317  HISTORY     - Date     Condition        Report By
 BL2317  HISTORY     - 1988     MONUMENTED       NGS
 BL2317  HISTORY     - 19950224 GOOD             NGS
 BL2317  HISTORY     - 19960601 GOOD             USPSQD
 BL2317
 BL2317                          STATION DESCRIPTION
 BL2317
 BL2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BL2317'THE STATION IS LOCATED AT THE NORTHWEST SIDE OF HUNTSVILLE AT THE
 BL2317'HUNTSVILLE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HUNTSVILLE, C/O
 BL2317'WADE GILLASPIE, ROUTE 10 BOX 142, HUNTSVILLE TX 77340.  TELEPHONE
 BL2317'NUMBER 409-295-8136.
 BL2317'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 45 AND
 BL2317'STATE HIGHWAY 75 ON THE NORTHWEST SIDE OF HUNTSVILLE.  GO SOUTH ON
 BL2317'STATE HIGHWAY 75 FOR 0.7 KM (0.45 MI) TO THE AIRPORT ENTRANCE ROAD ON
 BL2317'THE LEFT.  TURN LEFT FOR 0.9 KM (0.55 MI) TO THE ADMINISTRATION
 BL2317'BUILDING.  GO NORTHWEST ACROSS THE APRON FOR 0.2 KM (0.10 MI) TO THE
 BL2317'TAXIWAY.  GO NORTH ON THE TAXIWAY FOR 0.7 KM (0.45 MI) TO A CROSSOVER
 BL2317'AND THE AZIMUTH ON THE LEFT.
 BL2317'THE MARK IS SET 36.2 M (118.8 FT) EAST OF THE CENTERLINE OF THE
 BL2317'RUNWAY, 25.5 M (83.7 FT) WEST OF THE CENTERLINE OF THE TAXIWAY, 16.0
 BL2317'M (52.5 FT) NORTHEAST OF A TAXIWAY INDICATOR SIGN AND 10.0 M
 BL2317'(32.8 FT) SOUTH OF THE CENTERLINE OF THE CROSSOVER.
 BL2317'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2317'DESCRIBED BY R.D.B.
 BL2317
 BL2317                          STATION RECOVERY (1995)
 BL2317
 BL2317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BL2317'THE STATION IS LOCATED 0N THE NORTHWEST SIDE OF HUNTSVILLE, AT THE
 BL2317'HUNTSVILLE MUNICIPAL AIRPORT, ABOUT 0.79 KM (0.50 MI) NORTH OF THE
 BL2317'ENTRANCE GATE, ON THE SOUTH SIDE OF A CONNECTOR, AND IN THE MEDIAN
 BL2317'BETWEEN THE TAXI AND RUNWAY.  OWNERSHIP--CITY OF HUNTSVILLE, 1000
 BL2317'AIRPORT DRIVE, HUNTSVILLE, TX.  77340.  PHONE 409-295-8136.  WADE
 BL2317'GILLASPIE MANAGER.  NOTE--STUDENT TRAINING AIRPORT, CONTACT OFFICE ON
 BL2317'ARRIVAL.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 BL2317'45 AND STATE HIGHWAY 75 EXIT (118) , GO NORTHEAST FOR 0.3 KM (0.20 MI)
 BL2317'ON HIGHWAY 75 TO AIRPORT DRIVE ON THE LEFT.  TURN LEFT, NORTH, FOR 0.7
 BL2317'KM (0.45 MI) TO THE AIRPORT TERMINAL AND ENTRANCE GATE.  FROM THE GATE
 BL2317'GO NORTH FOR 0.79 KM (0.50 MI) ALONG TAXI TO A CONNECTOR AND THE
 BL2317'STATION ON THE LEFT.  STATION IS 789.0 M (2588.6 FT) NORTH OF TERMINAL
 BL2317'ENTRANCE GATE, M 36.2 M (118.8 FT) EAST OF THE RUNWAY CENTERLINE, 25.5
 BL2317'M (83.7 FT) WEST OF THE TAXI CENTERLINE, 15.6 M (51.2 FT) NORTHEAST OF
 BL2317'THE NORTHEAST CORNER OF A TAXI INDICATOR SIGN, 10.0 M (32.8 FT) SOUTH
 BL2317'OF THE CONNECTOR CENTERLINE, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 BL2317'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TAXI.  NOTE--ACCESS TO THE
 BL2317'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET
 BL2317'CLASS A REQUIREMENTS.  THIS STATION SELECTED AS A SACS.  BY R.G.H.
 BL2317
 BL2317                          STATION RECOVERY (1996)
 BL2317
 BL2317'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2270 ***********************************************************************
 BL2270  DESIGNATION -  HUNTS
 BL2270  PID         -  BL2270
 BL2270  STATE/COUNTY-  TX/WALKER
 BL2270  USGS QUAD   -  HUNTSVILLE (1976)
 BL2270
 BL2270                         *CURRENT SURVEY CONTROL
 BL2270  ___________________________________________________________________
 BL2270* NAD 83(1993)-  30 41 22.90459(N)    095 31 32.98365(W)     ADJUSTED  
 BL2270* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 BL2270  ___________________________________________________________________
 BL2270  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BL2270  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL2270
 BL2270  HORZ ORDER  -  FIRST
 BL2270
 BL2270.The horizontal coordinates were established by classical geodetic methods
 BL2270.and adjusted by the National Geodetic Survey in February 1996..
 BL2270
 BL2270.The orthometric height was scaled from a topographic map.
 BL2270
 BL2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2270
 BL2270.The geoid height was determined by GEOID03.
 BL2270
 BL2270;                    North         East     Units Scale Factor Converg.
 BL2270;SPC TX C     - 3,123,358.702 1,160,426.124   MT  0.99989645   +2 28 34.1
 BL2270;SPC TX C     -10,247,219.34  3,807,164.71   sFT  0.99989645   +2 28 34.1
 BL2270;UTM  15      - 3,397,936.245   258,053.989   MT  1.00032218   -1 17 23.2
 BL2270
 BL2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2270!SPC TX C     -   0.99998180  x   0.99989645  =   0.99987825
 BL2270!UTM  15      -   0.99998180  x   1.00032218  =   1.00030397
 BL2270
 BL2270|---------------------------------------------------------------------|
 BL2270| PID    Reference Object                     Distance      Geod. Az  |
 BL2270|                                                           dddmmss.s |
 BL2270| CV7768 HUNTS RM 1                           36.744 METERS 11446     |
 BL2270| BL2175 ELMINA WALKER CO LUMBER CO TK       APPROX.15.1 KM 1603545.1 |
 BL2270| CV7769 HUNTS RM 2                           63.115 METERS 22021     |
 BL2270| BL2266 HUNTSVILLE KSAM RADIO TOWER         APPROX. 2.1 KM 3135925.6 |
 BL2270| CV7767 HUNTS AZ MK                                        35240     |
 BL2270|---------------------------------------------------------------------|
 BL2270
 BL2270                          SUPERSEDED SURVEY CONTROL
 BL2270
 BL2270  NAD 83(1986)-  30 41 22.91634(N)    095 31 32.96694(W) AD(       ) 1
 BL2270  NAD 27      -  30 41 22.21900(N)    095 31 32.17200(W) AD(       ) 1
 BL2270
 BL2270.Superseded values are not recommended for survey control.
 BL2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2270.See file dsdata.txt to determine how the superseded data were derived.
 BL2270
 BL2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5805497936(NAD 83)
 BL2270_MARKER: DS = TRIANGULATION STATION DISK
 BL2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2270
 BL2270  HISTORY     - Date     Condition        Report By
 BL2270  HISTORY     - 1935     MONUMENTED       CGS
 BL2270  HISTORY     - 1937     GOOD             TXHD
 BL2270  HISTORY     - 1943     GOOD             CGS
 BL2270  HISTORY     - 1946     GOOD             CGS
 BL2270  HISTORY     - 19960601 GOOD             USPSQD
 BL2270
 BL2270                          STATION DESCRIPTION
 BL2270
 BL2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2270'THIS STATION IS ABOUT 3 MILES SSE OF HUNTSVILLE, AND 11 MILES
 BL2270'NNW OF NEW WAVERLY, IN AN E-W FENCE LINE BETWEEN PROPERTY OWNED
 BL2270'BY MR. G.B. COTTON TO THE N AND MR. H.T. BRENTZEL TO THE S.
 BL2270'THE MARK IS 231 FEET ENE OF THE CENTER LINE OF U.S. HIGHWAY
 BL2270'75.  147 FEET WNW OF THE NW CORNER OF AN OLD LOG CABIN.  60
 BL2270'FEET WSW OF AN N-S FENCE LINE.
 BL2270'
 BL2270'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL2270'BRONZE DISKS SET IN CONCRETE.
 BL2270'MARKS PROJECT 3 INCHES.
 BL2270'
 BL2270'REFERENCE MARK NO. 1 IS E OF THE STATION.  1 FOOT W OF THE
 BL2270'N-S FENCE.  50 FEET N OF THE OLD CABIN.  265.90 FEET ENE
 BL2270'OF REFERENCE MARK NO. 2.
 BL2270'
 BL2270'REFERENCE MARK NO. 2 IS SW OF THE STATION.  1 FOOT E OF THE
 BL2270'E RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 75.  40 FEET SE OF A
 BL2270'TELEPHONE POLE.
 BL2270'
 BL2270'THE AZIMUTH MARK IS N OF THE STATION.  1/2 FOOT N OF THE S
 BL2270'RIGHT-OF-WAY FENCE OF THE FIRST E-W ROAD N OF THE STATION.
 BL2270'0.2 MILE E OF U.S. HIGHWAY 75.  30 YARDS W OF THE POINT WHERE
 BL2270'THE ROAD ENTERS THE WOODS.
 BL2270'
 BL2270'TO REACH FROM THE SW CORNER OF THE COURTHOUSE SQUARE IN
 BL2270'HUNTSVILLE.  GO SSE ON U.S. HIGHWAY 75, 3.05 MILES TO A POINT
 BL2270'OPPOSITE THE STATION.
 BL2270'
 BL2270'LIGHTS 90 FEET ABOVE WALK AND 87 FEET ABOVE HAWTHORNE COME INTO
 BL2270'VIEW 64 FEET ABOVE THIS STATION, LIGHTS 100 FEET ABOVE GIBBS
 BL2270'AND WAVE COME INTO VIEW 50 FEET ABOVE THE STATION, AND LIGHTS
 BL2270'100 FEET ABOVE SAM AND PHELPS COME INTO VIEW 37 FEET ABOVE
 BL2270'THIS STATION.
 BL2270
 BL2270                          STATION RECOVERY (1937)
 BL2270
 BL2270'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2270'ORIGINAL DESCRIPTION SATISFACTORY.  STATION MARK, REFERENCE
 BL2270'DISKS NO. 1 AND NO. 2, AND AZIMUTH MARK RECOVERED AND IN
 BL2270'GOOD CONDITION.
 BL2270
 BL2270                          STATION RECOVERY (1943)
 BL2270
 BL2270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BL2270'THE STATION, REFERENCE AND AZIMUTH MARKS
 BL2270'RECOVERED, AND FOUND IN GOOD CONDITION.  FOLLOWING IS
 BL2270'A NEW DESCRIPTION.
 BL2270'
 BL2270'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF HUNTSVILLE,
 BL2270'AND 11.0 MILES NORTH-NORTHWEST OF NEW WAVERLY, ON PROPERTY
 BL2270'OWNED BY M.C. MC KNIGHT, AND OCCUPIED BY E.L. LINLEY.  IT IS
 BL2270'6 INCHES NORTH OF THE EAST AND WEST FENCE LINE IN THE SOUTH
 BL2270'EDGE OF A PASTURE, 230 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 BL2270'NO. 75.  THE DISK IS STAMPED HUNTS 1935, AND PROJECTS 6 INCHES.
 BL2270'
 BL2270'THE AZIMUTH MARK IS ABOUT 0.25 MILE NORTH OF THE STATION, 30
 BL2270'FEET SOUTH OF THE CENTER OF AN EAST AND WEST FENCE LINE, AND
 BL2270'6 INCHES SOUTH OF AN EAST AND WEST FENCE LINE.  THE DISK
 BL2270'IS STAMPED HUNTS 1935, AND PROJECTS 6 INCHES.  TO REACH FROM
 BL2270'THE STATION.  GO NORTH ON NO. 75 FOR 0.25 MILE TO A SIDE
 BL2270'ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.2 MILE TO THE MARK
 BL2270'ON THE RIGHT IN FENCE LINE AS DESCRIBED.
 BL2270'
 BL2270'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, ON
 BL2270'PROPERTY OWNED AND OCCUPIED BY M.H. STOUGAARD, WHO OPERATES
 BL2270'A SMALL NURSERY JUST SOUTH OF THE STATION.  IT IS ABOUT 125
 BL2270'FEET EAST OF THE HOUSE, 20 FEET SOUTHEAST OF A CHICKEN PEN,
 BL2270'AND IN THE TRAIL RUNNING EAST THROUGH THE SHRUBBERY.  THE
 BL2270'DISK IS STAMPED HUNTS NO 1 1935, AND PROJECTS 6 INCHES.
 BL2270'
 BL2270'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, ON
 BL2270'PROPERTY OWNED AND OCCUPIED BY M.H. STOUGARD.  IT IS 50 FEET
 BL2270'EAST OF THE CENTER OF U.S. HIGHWAY 75, 1 FOOT EAST OF THE
 BL2270'FENCE LINE, AND SET UNDER THE SMALL CEDAR TREE JUST NORTH OF
 BL2270'THE MAIN ENTRANCE TO THE GROUNDS.  THE DISK IS STAMPED HUNTS 1935
 BL2270'NO 2, AND PROJECTS 6 INCHES.
 BL2270'
 BL2270'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT
 BL2270'HOUSE IN HUNTSVILLE, GO SOUTH ON NO. 75 FOR 3.05 MILE TO THE
 BL2270'STOUGAARD NURSERY ON THE LEFT, AND STATION AS DESCRIBED.
 BL2270'
 BL2270'OBSERVATIONS MADE FROM A 90 FOOT TOWER, WITH A 10-FOOT
 BL2270'SUPERSTRUCTURE.  NOTE--DUE TO THE SHRUBBERY PLANTED AROUND
 BL2270'AND BETWEEN THE REFERENCE MARKS IT WAS IMPOSSIBLE TO CHECK
 BL2270'THE OLD MEASUREMENTS ANY CLOSER.
 BL2270
 BL2270                          STATION RECOVERY (1946)
 BL2270
 BL2270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 BL2270'SURFACE MARK WAS FOUND TO HAVE BEEN REMOVED TO PERMIT ROAD
 BL2270'GRADING.
 BL2270'
 BL2270'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION AND STATION
 BL2270'HUNTS 2 ESTABLISHED BEFORE GRADING WAS STARTED.
 BL2270
 BL2270                          STATION RECOVERY (1996)
 BL2270
 BL2270'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2269 ***********************************************************************
 BL2269  DESIGNATION -  HUNTS 2
 BL2269  PID         -  BL2269
 BL2269  STATE/COUNTY-  TX/WALKER
 BL2269  USGS QUAD   -  HUNTSVILLE (1976)
 BL2269
 BL2269                         *CURRENT SURVEY CONTROL
 BL2269  ___________________________________________________________________
 BL2269* NAD 83(1993)-  30 41 22.75986(N)    095 31 32.75648(W)     ADJUSTED  
 BL2269* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 BL2269  ___________________________________________________________________
 BL2269  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BL2269  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL2269
 BL2269  HORZ ORDER  -  SECOND
 BL2269
 BL2269.The horizontal coordinates were established by classical geodetic methods
 BL2269.and adjusted by the National Geodetic Survey in February 1996..
 BL2269
 BL2269.The orthometric height was scaled from a topographic map.
 BL2269
 BL2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2269
 BL2269.The geoid height was determined by GEOID03.
 BL2269
 BL2269;                    North         East     Units Scale Factor Converg.
 BL2269;SPC TX C     - 3,123,354.511 1,160,432.357   MT  0.99989645   +2 28 34.2
 BL2269;SPC TX C     -10,247,205.59  3,807,185.16   sFT  0.99989645   +2 28 34.2
 BL2269;UTM  15      - 3,397,931.652   258,059.935   MT  1.00032214   -1 17 23.1
 BL2269
 BL2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2269!SPC TX C     -   0.99998180  x   0.99989645  =   0.99987825
 BL2269!UTM  15      -   0.99998180  x   1.00032214  =   1.00030393
 BL2269
 BL2269                          SUPERSEDED SURVEY CONTROL
 BL2269
 BL2269  NAD 83(1986)-  30 41 22.77162(N)    095 31 32.73978(W) AD(       ) 2
 BL2269  NAD 27      -  30 41 22.07400(N)    095 31 31.94500(W) AD(       ) 2
 BL2269
 BL2269.Superseded values are not recommended for survey control.
 BL2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2269.See file dsdata.txt to determine how the superseded data were derived.
 BL2269
 BL2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5806097932(NAD 83)
 BL2269_MARKER: DS = TRIANGULATION STATION DISK
 BL2269_SETTING: 0 = UNSPECIFIED SETTING
 BL2269
 BL2269  HISTORY     - Date     Condition        Report By
 BL2269  HISTORY     - 1946     MONUMENTED       CGS
 BL2269  HISTORY     - 1968     GOOD             CGS
 BL2269
 BL2269                          STATION DESCRIPTION
 BL2269
 BL2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 BL2269'THE STATION IS LOCATED ABOUT 3.0 MILES S OF HUNTSVILLE, AND
 BL2269'11.0 MILES NNW OF NEW WAVERLY, ON PROPERTY OWNED AND OCCUPIED
 BL2269'BY M.H. STOUGAARD.  IT IS 1 FOOT S OF THE E-W FENCE LINE,
 BL2269'ON THE N SIDE OF MR. STOUGAARDS PROPERTY, 117 FEET NE OF THE
 BL2269'NE CORNER OF THE BACK PORCH OF MR. STOUGAARDS HOUSE, 235 FEET
 BL2269'E OF THE CENTER LINE OF U.S. HIGHWAY 75.
 BL2269'
 BL2269'STATION MARK IS A BRONZE STATION DISK, STAMPED HUNTS 2 1946,
 BL2269'AND PROJECTS 4 INCHES.  UNDERGROUND MARK IS A BRONZE STATION
 BL2269'DISK SET IN CONCRETE.  STATION MARK IS SET IN CONCRETE.
 BL2269'
 BL2269'THE AZIMUTH MARK IS ABOUT 0.25 MILE N OF THE STATION, 1/2
 BL2269'FOOT S OF THE S RIGHT-OF-WAY FENCE OF THE FIRST E-W ROAD N
 BL2269'OF THE STATION, 0.2 MILE E OF U.S. HIGHWAY 75, AND 30 YARDS
 BL2269'W OF THE POINT WHERE THE ROAD ENTERS THE WOODS.  IT IS A
 BL2269'BRONZE AZIMUTH DISK, STAMPED HUNTS 1935, AND PROJECTS 6 INCHES.
 BL2269'IT IS SET IN CONCRETE.
 BL2269'
 BL2269'REFERENCE MARK 1 IS ESE OF THE STATION, ON MR. STOUGAARDS
 BL2269'PROPERTY - A SMALL NURSERY.  IT IS ABOUT 125 FEET E OF THE
 BL2269'HOUSE, 3 FEET S OF THE S FENCE OF A CHICKENYARD.  IT IS A
 BL2269'BRONZE REFERENCE DISK SET IN CONCRETE, STAMPED HUNTS NO 1 1935,
 BL2269'AND PROJECTS 6 INCHES.
 BL2269'
 BL2269'REFERENCE MARK 2 IS 5 FEET N OF THE N GATEPOST AT MR. STOUGAARDS
 BL2269'ENTRANCE.  IT WAS NOT CONNECTED TO HUNTS 2 AS THE LINE IS
 BL2269'OBSTRUCTED BY A DOG KENNEL AND THICK SHRUBBERY.  IT IS A BRONZE
 BL2269'REFERENCE DISK SET IN CONCRETE, STAMPED HUNTS 1935 NO 2.
 BL2269'
 BL2269'REFERENCE MARK 3 IS NNW OF THE STATION IN THE E-W FENCE LINE,
 BL2269'AT THE S EDGE OF A PASTURE, UNDER AN E-W POWER LINE, AND ON
 BL2269'THE N SIDE OF A RIGHT-OF-WAY OWNED BY MR. JACK REITMEIER.
 BL2269'THE DISK IS STAMPED HUNTS 2 NO 3 1946, AND PROJECTS 6 INCHES.
 BL2269'
 BL2269'REFERENCE MARK 4 IS NNE OF THE STATION IN A N-S FENCE LINE,
 BL2269'10 FEET N OF THE FENCE CORNER, AND 10 FEET S OF A 10-INCH
 BL2269'DIAMETER PINE TREE.  THE DISK IS STAMPED HUNTS 2 NO 4 1946,
 BL2269'AND PROJECTS 6 INCHES.
 BL2269'
 BL2269'TO REACH THE STATION FROM THE SW CORNER OF THE COURTHOUSE
 BL2269'SQUARE IN HUNTSVILLE, GO SSE ON U.S. HIGHWAY 75 FOR 3.05 MILES
 BL2269'TO THE STOUGAARD NURSERY ON THE LEFT AND THE STATION AS
 BL2269'DESCRIBED.
 BL2269
 BL2269                          STATION RECOVERY (1968)
 BL2269
 BL2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BL2269'THE STATION MARK, REFERENCE MARKS 1, 2, 3, 4, AND THE AZIMUTH
 BL2269'MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 IS
 BL2269'OBSTRUCTED BY A GARAGE AND COULD NOT BE MEASUREDTO OR CUT
 BL2269'IN AT THIS TIME.  THIS STATION WAS OCCUPIED TO ESTABLISH AN
 BL2269'AZIMUTH ON THE AZIMUTH MARK ONLY.
 BL2269'
 BL2269'A NEW DESCRIPTION IS AS FOLLOWS--STATION LOCATED ABOUT 3
 BL2269'MILES SOUTH OF HUNTSVILLE.
 BL2269'
 BL2269'TO REACH THE STATION FROM THE COURTHOUSE IN HUNTSVILLE, GO
 BL2269'SOUTH ON U.S. HIGHWAY 75 (BUSINESS) FOR 3.0 MILES TO THE STATION
 BL2269'ON THE LEFT.
 BL2269'
 BL2269'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 BL2269'75 FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 BL2269'GRAHAM ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BL2269'
 BL2269'STATION MARK IS A STANDARD DISK STAMPED HUNTS 2 1946, SET IN
 BL2269'THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS 2 INCHES
 BL2269'ABOVE THE SURFACE OF THE GROUND.  IT IS 244 FEET EAST OF
 BL2269'THE CENTERLINE OF THE HIGHWAY, 114 FEET NORTHEAST OF THE
 BL2269'NORTHEAST CORNER OF A FRAME HOUSE, 20 FEET SOUTH OF THE
 BL2269'CENTERLINE OF A GRADED ROAD AND ABOUT 4 FEET HIGHER IN ELEVATION
 BL2269'THAN THE GRADED ROAD.
 BL2269'
 BL2269'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HUNTS NO 1 1935,
 BL2269'SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS
 BL2269'8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 84 FEET SOUTH OF
 BL2269'THE CENTERLINE OF THE GRADED ROAD, 5 FEET SOUTHEAST OF A
 BL2269'6 INCH CEDAR TREE AND IN THE EDGE OF A THICKET AT THE EAST
 BL2269'EDGE OF A YARD.
 BL2269'
 BL2269'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HUNTS NO 2 1935,
 BL2269'SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS
 BL2269'4 INCHES.  IT IS 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 BL2269'
 BL2269'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HUNTS 2 NO 3
 BL2269'1946, SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH IS
 BL2269'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 231 FEET EAST
 BL2269'OF THE CENTERLINE OF THE HIGHWAY, 70 FEET WEST OF A FENCE,
 BL2269'20 FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD AND ABOUT
 BL2269'4 FEET HIGHER IN ELEVATION THAN THE GRADED ROAD.
 BL2269'
 BL2269'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HUNTS 2 NO 4 1946
 BL2269'SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS
 BL2269'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 34 FEET NORTH OF
 BL2269'THE CENTERLINE OF THE GRADED ROAD, 11 FEET NORTH OF A FENCE
 BL2269'CORNER, 10 FEET SOUTH OF A 20 INCH PINE TREE AND 1 FOOT
 BL2269'EAST OF A FENCE.
 BL2269'
 BL2269'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUNTS 1935 AZIMUTH,
 BL2269'SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS
 BL2269'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 51 FEET NORTH
 BL2269'OF THE NORTHEAST CORNER OF A FRAME HOUSE, 35 FEET EAST OF
 BL2269'THE CENTERLINE OF A DRIVEWAY, 30 FEET SOUTH OF THE CENTERLINE
 BL2269'OF GRAHAM ROAD, 22 FEET EAST OF A POWER POLE WITH A TRANSFORMER
 BL2269'(POLE NO. 1546), AND 1 FOOT WEST OF A 12 INCH OAK TREE.
 BL2269'
 BL2269'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BL2269'
 BL2269'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 BL2269'SOUTH OF HUNTSVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1682 ***********************************************************************
 BL1682  DESIGNATION -  HUNTSVILLE
 BL1682  PID         -  BL1682
 BL1682  STATE/COUNTY-  TX/WALKER
 BL1682  USGS QUAD   -  HUNTSVILLE (1976)
 BL1682
 BL1682                         *CURRENT SURVEY CONTROL
 BL1682  ___________________________________________________________________
 BL1682* NAD 83(1986)-  30 43 25.     (N)    095 33 04.     (W)     SCALED    
 BL1682* NAVD 88     -       111.45   (+/-2cm)     365.6    (feet)  VERTCON   
 BL1682  ___________________________________________________________________
 BL1682  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL1682
 BL1682  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1682
 BL1682.The horizontal coordinates were scaled from a topographic map and have
 BL1682.an estimated accuracy of +/- 6 seconds.
 BL1682
 BL1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1682.The vertical order pertains to the NGVD 29 superseded value.
 BL1682
 BL1682.The geoid height was determined by GEOID03.
 BL1682
 BL1682;                    North         East    Units  Estimated Accuracy
 BL1682;SPC TX C     - 3,127,010.    1,157,850.      MT  (+/- 180 meters Scaled)
 BL1682
 BL1682                          SUPERSEDED SURVEY CONTROL
 BL1682
 BL1682  NGVD 29 (??/??/92)  111.452  (m)          365.66   (f) ADJ UNCH    2 0
 BL1682
 BL1682.Superseded values are not recommended for survey control.
 BL1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1682.See file dsdata.txt to determine how the superseded data were derived.
 BL1682
 BL1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ557017(NAD 83)
 BL1682_MARKER: DB = BENCH MARK DISK
 BL1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1682_STAMPING: HUNTSVILLE 1933 365.760
 BL1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1682+STABILITY: SURFACE MOTION
 BL1682
 BL1682  HISTORY     - Date     Condition        Report By
 BL1682  HISTORY     - 1933     MONUMENTED       CGS
 BL1682  HISTORY     - 1947     GOOD             NGS
 BL1682  HISTORY     - 19960601 GOOD             USPSQD
 BL1682
 BL1682                          STATION DESCRIPTION
 BL1682
 BL1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1682'IN HUNTSVILLE.
 BL1682'AT HUNTSVILLE, ON THE COURT HOUSE LAWN, 48.4 FEET NORTH OF THE
 BL1682'NORTHWEST CORNER OF THE COURT HOUSE BUILDING, 33.0 FEET WEST OF THE
 BL1682'CENTER OF THE WALK LEADING TO THE NORTH ENTRANCE TO THE BUILDING, SET
 BL1682'IN A CONCRETE POST PROJECTING 0.5 FOOT.
 BL1682
 BL1682                          STATION RECOVERY (1996)
 BL1682
 BL1682'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2266 ***********************************************************************
 BL2266  DESIGNATION -  HUNTSVILLE KSAM RADIO TOWER
 BL2266  PID         -  BL2266
 BL2266  STATE/COUNTY-  TX/WALKER
 BL2266  USGS QUAD   -  HUNTSVILLE (1976)
 BL2266
 BL2266                         *CURRENT SURVEY CONTROL
 BL2266  ___________________________________________________________________
 BL2266* NAD 83(1993)-  30 42 09.46377(N)    095 32 28.80149(W)     ADJUSTED  
 BL2266* NAVD 88     -                                                        
 BL2266  ___________________________________________________________________
 BL2266  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BL2266  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL2266
 BL2266  HORZ ORDER  -  THIRD
 BL2266
 BL2266.The horizontal coordinates were established by classical geodetic methods
 BL2266.and adjusted by the National Geodetic Survey in February 1996..
 BL2266
 BL2266
 BL2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2266
 BL2266.The geoid height was determined by GEOID03.
 BL2266
 BL2266;                    North         East     Units Scale Factor Converg.
 BL2266;SPC TX C     - 3,124,726.970 1,158,880.358   MT  0.99989526   +2 28 05.4
 BL2266;SPC TX C     -10,251,708.40  3,802,093.31   sFT  0.99989526   +2 28 05.4
 BL2266;UTM  15      - 3,399,403.723   256,600.809   MT  1.00033088   -1 17 53.5
 BL2266
 BL2266                          SUPERSEDED SURVEY CONTROL
 BL2266
 BL2266  NAD 83(1986)-  30 42 09.47550(N)    095 32 28.78467(W) AD(       ) 4
 BL2266  NAD 27      -  30 42 08.77700(N)    095 32 27.98500(W) AD(       ) 3
 BL2266
 BL2266.Superseded values are not recommended for survey control.
 BL2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2266.See file dsdata.txt to determine how the superseded data were derived.
 BL2266
 BL2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5660199404(NAD 83)
 BL2266_MARKER: 43 = RADIO/TV TOWER
 BL2266
 BL2266  HISTORY     - Date     Condition        Report By
 BL2266  HISTORY     - 1943     FIRST OBSERVED   CGS
 BL2266  HISTORY     - 19960601 GOOD             USPSQD
 BL2266
 BL2266                          STATION DESCRIPTION
 BL2266
 BL2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BL2266'THIS INTERSECTION STATION IS THE KSAM RADIO TOWER OF THE
 BL2266'TOWN OF HUNTSVILLE, LOCATED ABOUT 1.5 MILES S OF TOWN IN THE
 BL2266'S END OF THE WALKER COUNTY FAIR GROUNDS.  IT IS A SINGLE
 BL2266'STEEL POLE ABOUT 150 FEET HIGH, PAINTED IN ALTERNATE SECTIONS
 BL2266'OF RED AND WHITE.  POINT OBSERVED UPON, THE RED LIGHT ON
 BL2266'TOP OF THE TOWER.
 BL2266
 BL2266                          STATION RECOVERY (1996)
 BL2266
 BL2266'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2268 ***********************************************************************
 BL2268  DESIGNATION -  HUNTSVILLE MUNICIPAL TANK
 BL2268  PID         -  BL2268
 BL2268  STATE/COUNTY-  TX/WALKER
 BL2268  USGS QUAD   -  HUNTSVILLE (1976)
 BL2268
 BL2268                         *CURRENT SURVEY CONTROL
 BL2268  ___________________________________________________________________
 BL2268* NAD 83(1993)-  30 42 33.77258(N)    095 32 58.04087(W)     ADJUSTED  
 BL2268* NAVD 88     -                                                        
 BL2268  ___________________________________________________________________
 BL2268  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BL2268  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BL2268
 BL2268  HORZ ORDER  -  THIRD
 BL2268
 BL2268.The horizontal coordinates were established by classical geodetic methods
 BL2268.and adjusted by the National Geodetic Survey in February 1996..
 BL2268
 BL2268
 BL2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2268
 BL2268.The geoid height was determined by GEOID03.
 BL2268
 BL2268;                    North         East     Units Scale Factor Converg.
 BL2268;SPC TX C     - 3,125,441.330 1,158,070.893   MT  0.99989465   +2 27 50.3
 BL2268;SPC TX C     -10,254,052.10  3,799,437.59   sFT  0.99989465   +2 27 50.3
 BL2268;UTM  15      - 3,400,170.049   255,839.685   MT  1.00033546   -1 18 09.4
 BL2268
 BL2268                          SUPERSEDED SURVEY CONTROL
 BL2268
 BL2268  NAD 83(1986)-  30 42 33.78433(N)    095 32 58.02408(W) AD(       ) 4
 BL2268  NAD 27      -  30 42 33.08600(N)    095 32 57.22800(W) AD(       ) 3
 BL2268
 BL2268.Superseded values are not recommended for survey control.
 BL2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2268.See file dsdata.txt to determine how the superseded data were derived.
 BL2268
 BL2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ5584000170(NAD 83)
 BL2268_MARKER: 53 = ELEVATED TANK
 BL2268
 BL2268  HISTORY     - Date     Condition        Report By
 BL2268  HISTORY     - 1943     FIRST OBSERVED   CGS
 BL2268  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL2268
 BL2268                          STATION DESCRIPTION
 BL2268
 BL2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BL2268'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY OF
 BL2268'HUNTSVILLE, LOCATED IN THE SOUTHERN PART OF THE CITY.  THE
 BL2268'TANK IS 0.1 MILE E OF U.S. HIGHWAY 75, ABOUT 100 YARDS SE OF
 BL2268'A BATH HOUSE AND SWIMMING POOL.  THE TANK IS ABOUT 50 FEET
 BL2268'HIGH, SUPPORTED BY 6 STEEL LEGS AND IS PAINTED ALUMINUM.
 BL2268
 BL2268                          STATION RECOVERY (1996)
 BL2268
 BL2268'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL2268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1391 ***********************************************************************
 AJ1391  DESIGNATION -  HURD
 AJ1391  PID         -  AJ1391
 AJ1391  STATE/COUNTY-  TX/WEBB
 AJ1391  USGS QUAD   -  MIRANDO CITY (1980)
 AJ1391
 AJ1391                         *CURRENT SURVEY CONTROL
 AJ1391  ___________________________________________________________________
 AJ1391* NAD 83(1993)-  27 27 25.02873(N)    099 02 01.81880(W)     ADJUSTED  
 AJ1391* NAVD 88     -       201.5    (meters)     661.     (feet)  VERTCON   
 AJ1391  ___________________________________________________________________
 AJ1391  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ1391  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AJ1391
 AJ1391  HORZ ORDER  -  SECOND
 AJ1391
 AJ1391.The horizontal coordinates were established by classical geodetic methods
 AJ1391.and adjusted by the National Geodetic Survey in February 1996..
 AJ1391
 AJ1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1391
 AJ1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1391
 AJ1391.The geoid height was determined by GEOID03.
 AJ1391
 AJ1391;                    North         East     Units Scale Factor Converg.
 AJ1391;SPC TX S     - 5,198,462.309   247,233.809   MT  0.99992632   -0 14 32.5
 AJ1391;SPC TX S     -17,055,288.43    811,132.92   sFT  0.99992632   -0 14 32.5
 AJ1391;UTM  14      - 3,037,049.030   496,656.378   MT  0.99960014   -0 00 56.2
 AJ1391
 AJ1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1391!SPC TX S     -   0.99997221  x   0.99992632  =   0.99989854
 AJ1391!UTM  14      -   0.99997221  x   0.99960014  =   0.99957236
 AJ1391
 AJ1391:                Primary Azimuth Mark                     Grid Az
 AJ1391:SPC TX S     -  OILTON HOUSTON PIPELINE MAST             041 00 04.5
 AJ1391:UTM  14      -  OILTON HOUSTON PIPELINE MAST             040 46 28.2
 AJ1391
 AJ1391|---------------------------------------------------------------------|
 AJ1391| PID    Reference Object                     Distance      Geod. Az  |
 AJ1391|                                                           dddmmss.s |
 AJ1391| AJ1356 OILTON HOUSTON PIPELINE MAST        APPROX. 9.3 KM 0404532.0 |
 AJ1391| AJ1390 HURD 1974 RM 1                       12.764 METERS 08025     |
 AJ1391| AJ1318 MIRANDO CITY ST HWY DEPT MAST       APPROX. 7.7 KM 1414529.2 |
 AJ1391| CV3332 HURD RM 3                                          2612848.4 |
 AJ1391| CV3331 HURD RM 2                            30.089 METERS 35415     |
 AJ1391|---------------------------------------------------------------------|
 AJ1391
 AJ1391                          SUPERSEDED SURVEY CONTROL
 AJ1391
 AJ1391  NAD 83(1986)-  27 27 25.03040(N)    099 02 01.79158(W) AD(       ) 2
 AJ1391  NAD 27      -  27 27 23.93781(N)    099 02 00.69761(W) AD(       ) 2
 AJ1391  NGVD 29 (07/19/86)  201.5    (m)          661.     (f) VERT ANG       
 AJ1391
 AJ1391.Superseded values are not recommended for survey control.
 AJ1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1391.See file dsdata.txt to determine how the superseded data were derived.
 AJ1391
 AJ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR9665637049(NAD 83)
 AJ1391_MARKER: DS = TRIANGULATION STATION DISK
 AJ1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1391_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1391
 AJ1391  HISTORY     - Date     Condition        Report By
 AJ1391  HISTORY     - 1974     MONUMENTED       NGS
 AJ1391
 AJ1391                          STATION DESCRIPTION
 AJ1391
 AJ1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AJ1391'THE STATION IS LOCATED ABOUT 30 MILES EAST OF LAREDO, 3.1 MILES WEST
 AJ1391'OF OILTON AND 2 MILES NORTHWEST OF MIRANDO CITY.  IT IS ON THE SOUTH
 AJ1391'SIDE OF THE RIGHT-OF-WAY OF STATE HIGHWAY 359 ADJACENT TO CLEARED
 AJ1391'PASTURE LAND TO THE SOUTH.
 AJ1391'
 AJ1391'TO REACH THE STATION FORM THE POST OFFICE IN OILTON ON STATE HIGHWAY
 AJ1391'359 GO WEST ON STATE HIGHWAY 359 FOR 1.6 MILES TO FARM ROAD 649 TO
 AJ1391'MIRANDO CITY ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 359 FOR
 AJ1391'2.0 MILES TO THE STATION ON THE LEFT.  TO REACH REFERENCE MARK 3
 AJ1391'CONTINUE WEST ON STATE HIGHWAY 359 FOR 1.2 MILES TO A SMALL CONCRETE
 AJ1391'BRIDGE AND THE MARK IN THE NORTH CURB.
 AJ1391'
 AJ1391'THE STATION MARK IS A STANDARD DISK STAMPED HURD 1974 CEMENTED IN THE
 AJ1391'TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT PROJECTING 8
 AJ1391'INCHES ABOVE GROUND.  IT IS 49 FEET SOUTH OF THE CENTER STRIPE OF
 AJ1391'STATE HIGHWAY 359, 2.1 FEET EAST OF A METAL WITNESS POST, AND 1.6
 AJ1391'FEET NORTH OF THE SOUTH FENCE LINE.  THE UNDERGROUND MARK IS 42
 AJ1391'INCHES BELOW GROUND.
 AJ1391'
 AJ1391'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HURD NO 1 1974 CEMENTED
 AJ1391'IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 AJ1391'PROJECTING 5 INCHES ABOVE GROUND.  IT IS 49 FEET SOUTH OF THE
 AJ1391'CENTER STRIPE OF STATE HIGHWAY 359, 2.3 FEET WEST OF A METAL
 AJ1391'WITNESS POST IN THE SOUTH FENCE LINE, 1 FOOT NORTH OF THE SOUTH
 AJ1391'FENCE LINE AND AT ABOUT THE SAME ELEVATION AS THE STATION.  A
 AJ1391'TRAVERSE CONNECTION WAS MADE TO THE STATION.
 AJ1391'
 AJ1391'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HURD NO 2 1974 CEMENTED
 AJ1391'IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 AJ1391'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 50 FEET NORTH OF THE CENTER
 AJ1391'STRIPE OF STATE HIGHWAY 359, 9 FEET EAST OF A MESQUITE TREE WITH 5
 AJ1391'TRUNKS, 1 FOOT SOUTH OF THE NORTH FENCE LINE AND A LITTLE LOWER
 AJ1391'THAN THE STATION MARK.
 AJ1391'
 AJ1391'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HURD AZ NO 3 1974
 AJ1391'CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF A SMALL BRIDGE.  IT IS
 AJ1391'27 FEET WEST OF THE EAST END OF THE CURB, 22.8 FEET NORTH OF THE
 AJ1391'CENTER STRIPE OF STATE HIGHWAY 359, 1.5 FEET SOUTHEAST OF A
 AJ1391'METAL WITNESS POST AND 0.6 FOOT EAST OF THE WEST END OF THE CURB.
 AJ1391'
 AJ1391'NEAREST TOWN--MIRANDO CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0748 ***********************************************************************
 CC0748  DESIGNATION -  HURDLE
 CC0748  PID         -  CC0748
 CC0748  STATE/COUNTY-  TX/UPTON
 CC0748  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0748
 CC0748                         *CURRENT SURVEY CONTROL
 CC0748  ___________________________________________________________________
 CC0748* NAD 83(1993)-  31 10 53.92821(N)    102 09 34.53994(W)     ADJUSTED  
 CC0748* NAVD 88     -       936.7    (meters)    3073.     (feet)  VERTCON   
 CC0748  ___________________________________________________________________
 CC0748  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 CC0748  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CC0748
 CC0748  HORZ ORDER  -  THIRD
 CC0748
 CC0748.The horizontal coordinates were established by classical geodetic methods
 CC0748.and adjusted by the National Geodetic Survey in February 1996..
 CC0748
 CC0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0748
 CC0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0748
 CC0748.The geoid height was determined by GEOID03.
 CC0748
 CC0748;                    North         East     Units Scale Factor Converg.
 CC0748;SPC TX C     - 3,169,372.393   525,943.318   MT  0.99988667   -0 56 26.3
 CC0748;SPC TX C     -10,398,182.59  1,725,532.37   sFT  0.99988667   -0 56 26.3
 CC0748;UTM  13      - 3,453,209.064   770,698.781   MT  1.00050396   +1 28 17.5
 CC0748
 CC0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0748!SPC TX C     -   0.99985664  x   0.99988667  =   0.99974333
 CC0748!UTM  13      -   0.99985664  x   1.00050396  =   1.00036053
 CC0748
 CC0748|---------------------------------------------------------------------|
 CC0748| PID    Reference Object                     Distance      Geod. Az  |
 CC0748|                                                           dddmmss.s |
 CC0748| CH9629 HURDLE RM 1                          30.465 METERS 09825     |
 CC0748| CH9630 HURDLE RM 2                          30.904 METERS 18633     |
 CC0748| CH9628 HURDLE AZ MK                                       3432227.5 |
 CC0748|---------------------------------------------------------------------|
 CC0748
 CC0748                          SUPERSEDED SURVEY CONTROL
 CC0748
 CC0748  NAD 83(1986)-  31 10 53.93765(N)    102 09 34.52903(W) AD(       ) 3
 CC0748  NAD 27      -  31 10 53.41100(N)    102 09 33.03600(W) AD(       ) 3
 CC0748  NGVD 29 (07/19/86)  936.4    (m)         3072.     (f) VERT ANG       
 CC0748
 CC0748.Superseded values are not recommended for survey control.
 CC0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0748.See file dsdata.txt to determine how the superseded data were derived.
 CC0748
 CC0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ7069953209(NAD 83)
 CC0748_MARKER: DS = TRIANGULATION STATION DISK
 CC0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0748
 CC0748  HISTORY     - Date     Condition        Report By
 CC0748  HISTORY     - 1935     MONUMENTED       CGS
 CC0748  HISTORY     - 1938     GOOD             TXHD
 CC0748  HISTORY     - 1939     GOOD             TSI
 CC0748  HISTORY     - 1944     GOOD             LOCENG
 CC0748  HISTORY     - 1946     GOOD             LOCENG
 CC0748
 CC0748                          STATION DESCRIPTION
 CC0748
 CC0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0748'STATION IS 6 MILES AIRLINE NE OF MC CAMEY, IN SECTION 2, BLOCK
 CC0748'3, LOCATED ON THE SOUTHERNMOST PORTION OF THE TOP OF A LARGE
 CC0748'HIGH MESA, ABOUT 1/4 MILE N OF THE MESA-TOP RIM, ABOUT 95
 CC0748'YARDS E OF A TWO-WIRE TELEPHONE LINE, ABOUT 1/4 MILE E OF A
 CC0748'THREE-WIRE POWER LINE AND MARK PROJECTS 10 INCHES.
 CC0748'
 CC0748'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0748'BRONZE DISKS SET IN CONCRETE.
 CC0748'
 CC0748'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 12 INCHES.
 CC0748'
 CC0748'REFERENCE MARK NO. 2 IS S OF THE STATION AND PROJECTS 6 INCHES.
 CC0748'
 CC0748'AZIMUTH MARK IS NNW OF THE STATION, 34 FEET S OF A POWER LINE
 CC0748'POLE, 10 FEET E OF THE CENTER LINE OF A TRACK ROAD, AND PROJECTS
 CC0748'8 INCHES.
 CC0748'
 CC0748'STATION IS REACHED FROM THE FORD AUTO COMPANY IN CRANE, BY
 CC0748'DRIVING E ON THE OILED CRANE-RANKIN ROAD FOR 2.5 MILES TO A
 CC0748'FORK AND SIGN INDICATING THE MC ELROY RANCH AND RANKIN.  TAKE
 CC0748'THE RIGHT FORK AND GO 12.2 MILES TO THE INTERSECTION OF A
 CC0748'BLADED ROAD FROM THE W AND A SMALL SIGN.  LEAVE MAIN ROAD
 CC0748'AND DRIVE W ON THE BLADED ROAD FOR 2.6 MILES TO FORKS.  TAKE
 CC0748'LEFT FORK SW AND DRIVE 3.5 MILES TO A BOARD GATE.  PASS
 CC0748'THROUGH GATE AND FOLLOW ROAD TO TOP OF MESA FOR 0.7 MILE TO
 CC0748'FORKS.  LEAVE MAIN ROAD AND TAKE RIGHT FORK S FOR 2.4 MILES
 CC0748'TO FORKS.  TAKE RIGHT FORK AND GO 0.1 MILE TO A WIRE GATE
 CC0748'W OF WINDMILL AND RANCH BUILDINGS.  PASS THROUGH GATE AND
 CC0748'GO SOUTHERLY ON A TRACK ROAD TO A DIRT TANK.  LEAVE MAIN
 CC0748'ROAD AT TANK AND TAKE A DIM RIGHT FORK SOUTHERLY FOR 1.3
 CC0748'MILES TO A VISIBLE OIL RIG.  FROM THE OIL RIG DRIVE
 CC0748'SOUTHEASTERLY ALONG A PIPE LINE FOR 1.3 MILES TO THE MOST
 CC0748'SOUTHERLY OF THE TWO OIL RIGS.  DRIVE S ON A DIM TRACK
 CC0748'ROAD ALONG A POWER LINE FOR 1.4 MILES TO THE JUNCTION
 CC0748'OF THE POWER LINE AND AN E-W TELEPHONE LINE AT THE S RIM OF THE
 CC0748'MESA.  DRIVE NE ALONG THE TELEPHONE LINE TO THE 8TH POLE,
 CC0748'THENCE SE 100 YARDS TO STATION.
 CC0748'
 CC0748'A 25-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CC0748
 CC0748                          STATION RECOVERY (1938)
 CC0748
 CC0748'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0748'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CC0748'NO ATTEMPT WAS MADE TO RECOVER AZIMUTH MARK.
 CC0748'
 CC0748'TO REACH STATION FROM STATE HIGHWAY 51 AND U.S. HIGHWAY 67
 CC0748'IN MC CAMEY, DRIVE EASTERLY ON U.S. HIGHWAY 67 FOR 5.0 MILES,
 CC0748'TURN LEFT OR N ON GRADED ROAD AT TWIN SILVER OIL TANKS, AND
 CC0748'DRIVE NORTHERLY FOR 2.4 MILES.  AT THIS POINT, TAKE LEFT FORK
 CC0748'AND DRIVE WESTERLY TO TOP OF GRADE OR 0.85 MILE.  AT THIS
 CC0748'POINT TAKE LEFT FORK AND DRIVE 1.0 MILE ON GRADED ROAD TO
 CC0748'HOUSE AND STATION.
 CC0748
 CC0748                          STATION RECOVERY (1939)
 CC0748
 CC0748'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CC0748'STATION RECOVERED BY EDGAR TOBIN AERIAL SURVEY.
 CC0748'
 CC0748'STATION MARK IN GOOD CONDITION.  MARK IS A FEW FEET W
 CC0748'OF THE LEASE MANAGERS GARAGE OF THE CONTINENTAL OIL COMPANY.
 CC0748
 CC0748                          STATION RECOVERY (1944)
 CC0748
 CC0748'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (LMW)
 CC0748'STATION RECOVERED BY ROBERT H RAY INC.
 CC0748'
 CC0748'DESCRIPTION FOR REACHING STATION IS SATISFACTORY.  STATION
 CC0748'AND REFERENCE MARKS FOUND IN GOOD CONDITION.  NO ATTEMPT
 CC0748'MADE TO RECOVER AZIMUTH MARK.
 CC0748
 CC0748                          STATION RECOVERY (1946)
 CC0748
 CC0748'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (ROE)
 CC0748'STATION RECOVERED BY GEN GEOPHYSICAL CO.
 CC0748'
 CC0748'MARK IN GOOD CONDITION.  AZIMUTH MARK RECOVERED IN GOOD
 CC0748'CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2329 ***********************************************************************
 AH2329  DESIGNATION -  HURRICANE T P SEC
 AH2329  PID         -  AH2329
 AH2329  STATE/COUNTY-  TX/OLDHAM
 AH2329  USGS QUAD   -  SIGNAL SPRING SE (1966)
 AH2329
 AH2329                         *CURRENT SURVEY CONTROL
 AH2329  ___________________________________________________________________
 AH2329* NAD 83(1993)-  35 21 40.05234(N)    102 52 06.05390(W)     ADJUSTED  
 AH2329* NAVD 88     -      1181.4    (meters)    3876.     (feet)  VERTCON   
 AH2329  ___________________________________________________________________
 AH2329  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AH2329  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AH2329
 AH2329  HORZ ORDER  -  THIRD
 AH2329
 AH2329.The horizontal coordinates were established by classical geodetic methods
 AH2329.and adjusted by the National Geodetic Survey in July 1998..
 AH2329
 AH2329.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2329
 AH2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2329
 AH2329.The geoid height was determined by GEOID03.
 AH2329
 AH2329;                    North         East     Units Scale Factor Converg.
 AH2329;SPC TX N     - 1,151,859.133    75,652.264   MT  0.99991136   -0 47 34.8
 AH2329;SPC TX N     - 3,779,057.84    248,202.47   sFT  0.99991136   -0 47 34.8
 AH2329;UTM  13      - 3,915,177.294   693,673.161   MT  1.00006227   +1 14 02.5
 AH2329
 AH2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2329!SPC TX N     -   0.99981838  x   0.99991136  =   0.99972975
 AH2329!UTM  13      -   0.99981838  x   1.00006227  =   0.99988063
 AH2329
 AH2329                          SUPERSEDED SURVEY CONTROL
 AH2329
 AH2329  NGVD 29 (07/28/98) 1180.9    (m)         3874.     (f) VERT ANG       
 AH2329
 AH2329.Superseded values are not recommended for survey control.
 AH2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2329.See file dsdata.txt to determine how the superseded data were derived.
 AH2329
 AH2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV9367315177(NAD 83)
 AH2329_MARKER: I = METAL ROD
 AH2329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH2329
 AH2329  HISTORY     - Date     Condition        Report By
 AH2329  HISTORY     - 1966     MONUMENTED       USGS
 AH2329
 AH2329                          STATION DESCRIPTION
 AH2329
 AH2329'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AH2329'NO DESCRIPTION AVAILABLE.
 AH2329'STATION MARK--COPPERWELD ROD, PROJECTING 1.3 FT. ABOVE GROUND, DRIVEN
 AH2329'SOLIDLY IN HIGHEST POINT OF A PROMINENT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2287 ***********************************************************************
 BL2287  DESIGNATION -  HURST
 BL2287  PID         -  BL2287
 BL2287  STATE/COUNTY-  TX/GRIMES
 BL2287  USGS QUAD   -  ROANS PRAIRIE (1962)
 BL2287
 BL2287                         *CURRENT SURVEY CONTROL
 BL2287  ___________________________________________________________________
 BL2287* NAD 83(1993)-  30 31 37.66500(N)    095 58 03.73862(W)     ADJUSTED  
 BL2287* NAVD 88     -       140.0    (meters)     459.     (feet)  VERTCON   
 BL2287  ___________________________________________________________________
 BL2287  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BL2287  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BL2287
 BL2287  HORZ ORDER  -  FIRST
 BL2287
 BL2287.The horizontal coordinates were established by classical geodetic methods
 BL2287.and adjusted by the National Geodetic Survey in February 1996..
 BL2287
 BL2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2287
 BL2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2287
 BL2287.The geoid height was determined by GEOID03.
 BL2287
 BL2287;                    North         East     Units Scale Factor Converg.
 BL2287;SPC TX C     - 3,103,606.788 1,118,836.445   MT  0.99991577   +2 14 54.8
 BL2287;SPC TX C     -10,182,416.60  3,670,715.90   sFT  0.99991577   +2 14 54.8
 BL2287;UTM  15      - 3,380,946.036   215,234.437   MT  1.00060050   -1 30 30.4
 BL2287;UTM  14      - 3,381,111.096   790,966.041   MT  1.00064455   +1 32 28.8
 BL2287
 BL2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2287!SPC TX C     -   0.99998223  x   0.99991577  =   0.99989801
 BL2287!UTM  15      -   0.99998223  x   1.00060050  =   1.00058272
 BL2287!UTM  14      -   0.99998223  x   1.00064455  =   1.00062677
 BL2287
 BL2287|---------------------------------------------------------------------|
 BL2287| PID    Reference Object                     Distance      Geod. Az  |
 BL2287|                                                           dddmmss.s |
 BL2287| CV7773 HURST RM 1                           87.618 METERS 02949     |
 BL2287| BL2288 SHIRO SINCLAIR PLINE MW MAST        APPROX.10.0 KM 0362727.8 |
 BL2287| BL2286 SHIRO MUNICIPAL TANK                APPROX.12.3 KM 0383953.7 |
 BL2287| BL2261 ANDERSON INTST PUB SERV CO TK       APPROX. 4.7 KM 2014329.8 |
 BL2287| BL2260 ANDERSON GRIMES CO CTHSE CUP        APPROX. 4.6 KM 2032523.4 |
 BL2287| BL2264 ANDERSON ST STANISLAUS CATH CH      APPROX. 5.5 KM 2065154.3 |
 BL2287| BM0967 GALVESTON WACO AIRWAY BCN 10        APPROX.15.8 KM 2092409.0 |
 BL2287| BM0977 WACO GALVESTON AIRWAY BCN 10        APPROX.21.7 KM 2190724.0 |
 BL2287| BM0948 GALVESTON WACO AIRWAY BCN 11        APPROX.23.8 KM 2810236.6 |
 BL2287| CV7774 HURST RM 2                           56.132 METERS 32732     |
 BL2287| CV7772 HURST AZ MK                                        3282601.1 |
 BL2287|---------------------------------------------------------------------|
 BL2287
 BL2287                          SUPERSEDED SURVEY CONTROL
 BL2287
 BL2287  NAD 83(1986)-  30 31 37.67862(N)    095 58 03.72140(W) AD(       ) 1
 BL2287  NAD 27      -  30 31 36.95600(N)    095 58 02.88800(W) AD(       ) 1
 BL2287  NGVD 29 (07/19/86)  140.0    (m)          459.     (f) VERT ANG       
 BL2287
 BL2287.Superseded values are not recommended for survey control.
 BL2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2287.See file dsdata.txt to determine how the superseded data were derived.
 BL2287
 BL2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1523480946(NAD 83)
 BL2287_MARKER: DS = TRIANGULATION STATION DISK
 BL2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2287
 BL2287  HISTORY     - Date     Condition        Report By
 BL2287  HISTORY     - 1935     MONUMENTED       CGS
 BL2287  HISTORY     - 1937     GOOD             TXHD
 BL2287  HISTORY     - 1952     GOOD             CGS
 BL2287  HISTORY     - 1967     GOOD             CGS
 BL2287  HISTORY     - 1980     MARK NOT FOUND   NGS
 BL2287  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL2287  HISTORY     - 19991107 GOOD             USPSQD
 BL2287
 BL2287                          STATION DESCRIPTION
 BL2287
 BL2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2287'THIS STATION IS ABOUT 5 MILES NE OF ANDERSON, ABOUT 4 MILES
 BL2287'S OF ROANS PRAIRIE AND 8 MILES ESE OF CARLOS ON LAND OWNED
 BL2287'BY J.T. HURST.  THE MARK IS SET IN FENCE LINE DIVIDING A
 BL2287'CULTIVATED FIELD AND ONE USED AS PASTURE.  IT IS ABOUT 100 YARDS
 BL2287'W OF THE HIGH POINT OF THE HILL.  35 FEET SSW OF A TRIPLE THORN
 BL2287'APPLE TREE WITH TRIANGLE BLAZE.  MARK PROJECTS 8 INCHES.
 BL2287'
 BL2287'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BL2287'BRONZE DISKS SET IN CONCRETE.
 BL2287'
 BL2287'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE N SLOPE OF THE
 BL2287'HILL.  IT IS 2 FEET N OF THE FENCE LINE ON THE N EDGE OF THE
 BL2287'FIELD AND PROJECTS 5 INCHES.
 BL2287'
 BL2287'REFERENCE MARK NO. 2 IS NW OF THE STATION.  22 FEET SW OF FENCE
 BL2287'CORNER.  2 FEET N OF FENCE LINE AND PROJECTS 5 INCHES.
 BL2287'
 BL2287'AZIMUTH MARK IS NW OF THE STATION IN YARD OF TENANT HOUSE.  IT
 BL2287'IS ON THE N EDGE OF THE YARD.  48 FEET WNW OF THE NW CORNER
 BL2287'OF THE HOUSE.  15 FEET E OF THE CENTER LINE OF THE FARM ROAD
 BL2287'AND PROJECTS 10 INCHES.
 BL2287'
 BL2287'TO REACH FROM ANDERSON GO N ON STATE HIGHWAY 90 FOR 3.6 MILES
 BL2287'TO CROSSROADS, HERE TURN RIGHT AND GO 0.35 MILE TO A LANE
 BL2287'CROSSING THE RAILROAD, CROSS TRACKS AND FOLLOW FARM ROAD FOR
 BL2287'0.55 MILE TO HOUSE ON THE LEFT, CONTINUE ON ROAD FOR 0.35
 BL2287'MILE TO GATE.  GO THROUGH GATE AND TURN RIGHT LEAVING THE
 BL2287'ROAD AT THIS POINT, GO ABOUT 100 YARDS TO ANOTHER GATE INTO
 BL2287'FIELD, GO THROUGH GATE AND FOLLOW A FARM ROAD 0.15 MILE TO
 BL2287'FENCE LINE.  STATION IS ABOUT 200 FEET NW OF THIS POINT.
 BL2287'
 BL2287'NOTE--LA PLACE AZIMUTH TO BE OBSERVED AT THIS STATION.
 BL2287'
 BL2287'LIGHT 87 FEET ABOVE STATIONS NELLEVA AND CRUTCHFIELD ARE
 BL2287'VISIBLE FROM THE GROUND.  LIGHT 74 FEET ABOVE STATION ALLEN
 BL2287'IS VISIBLE FROM THE GROUND.  A LIGHT 100 FEET ABOVE STATION
 BL2287'MESA IS VISIBLE FROM THE GROUND.  A LIGHT 60 FEET ABOVE STATION
 BL2287'MICHIE IS VISIBLE FROM THE GROUND.
 BL2287
 BL2287                          STATION RECOVERY (1937)
 BL2287
 BL2287'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2287'DESCRIPTION AS GIVEN BY C.A.S. 1935 SATISFACTORY.  STATION
 BL2287'MARKER, REFERENCE MARKS NO. 1 AND NO. 2, AND AZIMUTH MARK
 BL2287'RECOVERED IN GOOD CONDITION.
 BL2287
 BL2287                          STATION RECOVERY (1952)
 BL2287
 BL2287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2287'THE STATION AND ALL MARKS WERE RECOVERED AND ARE IN GOOD
 BL2287'CONDITION.
 BL2287'
 BL2287'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL2287'
 BL2287'THE STATION IS LOCATED ABOUT 8.0 MILES EAST-SOUTHEAST OF
 BL2287'CARLOS, 4.0 MILES SOUTH OF ROANS PRAIRIE AND 3.0 MILES
 BL2287'NORTH-NORTHEAST OF ANDERSON NEAR THE TOP OF A HIGH HILL
 BL2287'IN PASTURE LAND.  IT IS ABOUT 100 YARDS WEST OF THE HIGHEST
 BL2287'POINT OF THE HILL, 70 YARDS NORTH OF A NORTHWEST FENCE CORNER
 BL2287'AND 70 YARDS SOUTH OF A FENCE.  IT PROJECTS 8 INCHES AND IS
 BL2287'STAMPED HURST 1935.
 BL2287'
 BL2287'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTH SLOPE OF THE HILL
 BL2287'ABOUT THE SAME ELEVATION AS THE STATION, 21.0 FEET EAST OF
 BL2287'AN OSAGE ORANGE TREE AND 3.0 FEET NORTH OF A FENCE.  IT
 BL2287'PROJECTS 6 INCHES AND IS STAMPED HURST NO 1 1935.
 BL2287'
 BL2287'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTH SLOPE OF THE
 BL2287'HILL ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION, 40.0
 BL2287'FEET SOUTHWEST OF A SMALL WATER HOLE AND 3.0 FEET NORTH OF A
 BL2287'FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED HURST NO 2 1935.
 BL2287'
 BL2287'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL2287'NO. 2 IS 259.23 FEET.
 BL2287'
 BL2287'THE AZIMUTH MARK IS LOCATED IN AN OPEN PASTURE, 76.0 FEET
 BL2287'NORTHWEST OF THE CENTER OF AN OPEN WELL, 35.0 FEET WEST OF A
 BL2287'LARGE HACKBERRY TREE AND 22.0 FEET EAST OF THE CENTER OF
 BL2287'A TRACK ROAD.  IT IS A STANDARD REFERENCE MARK DISK SET IN
 BL2287'A CONCRETE MARK PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 BL2287'GROUND AND IS STAMPED HURST 1935 AZIMUTH.
 BL2287'
 BL2287'TO REACH THE STATION FROM THE GRIMES COUNTY COURTHOUSE IN
 BL2287'ANDERSON, GO NORTH ON A PAVED STREET FOR 0.2 MILE TO THE JUNCTION
 BL2287'WITH STATE ROUTE NO. 90.  HERE GO NORTHERLY ON STATE ROUTE
 BL2287'NO. 90 FOR 3.4 MILES TO AN OLD STORE BUILDING ON THE RIGHT,
 BL2287'TURN RIGHT PASSING THROUGH A WIRE GATE JUST NORTH OF THIS
 BL2287'BUILDING AND GO NORTHEASTERLY ON A TRACK ROAD FOR 0.35 MILE
 BL2287'TO AN OLD RAILROAD GRADE, TURN RIGHT AND FOLLOW THE TRACK
 BL2287'ROAD SOUTHEASTERLY FOR 0.5 MILE TO TWO LARGE HACKBERRY TREES
 BL2287'ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 BL2287'SOUTHEAST AND SOUTH ON TRACK ROAD FOR 0.35 MILE TO A BOARD
 BL2287'GATE NEAR THE NORTHEAST CORNER OF A PASTURE, PASS THROUGH
 BL2287'THIS GATE AND GO WESTERLY ACROSS PASTURE FOR 0.1 MILE TO THE
 BL2287'TOP OF THE HILL AND THE STATION AS DESCRIBED.
 BL2287
 BL2287                          STATION RECOVERY (1967)
 BL2287
 BL2287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BL2287'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BL2287'RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE OF 0.44 FEET TO
 BL2287'REFERENCE MARK 2 AND 0.11 FEET TO REFERENCE MARK 1 WAS NOTED AND
 BL2287'VERIFIED ON THIS OCCUPATION.  DUE TO CHANGES IN THE AREA A
 BL2287'COMPLETE NEW DESCRIPTION FOLLOWS.
 BL2287'
 BL2287'THE STATION IS ABOUT 8 MILES WEST OF RICHARDS, 4 MILES SOUTH OF
 BL2287'ROANS PRAIRIE, 3 MILES NORTH-NORTHEAST OF ANDERSON, AND ABOUT 100
 BL2287'YARDS WEST OF THE HIGH POINT OF THE HILL.  THE STATION MARK IS ON
 BL2287'PROPERTY OWNED BY MR. DAVID BUSA AND MR. STEVE VEZURT.  REFERENCE
 BL2287'MARKS 1 AND 2, AND THE AZIMUTH MARK ARE ON PROPERTY OWNED BY MR.
 BL2287'W. A. WARD.
 BL2287'
 BL2287'TO REACH THE STATION FROM THE COURTHOUSE IN ANDERSON, GO WEST FOR
 BL2287'0.05 MILE TO STATE HIGHWAY 90.  TURN RIGHT AND GO NORTH ON THE
 BL2287'HIGHWAY FOR 0.15 MILE TO THE JUNCTION OF FARM ROAD 149.  TURN RIGHT
 BL2287'AND GO EASTERLY ON FARM ROAD 149 FOR 2.45 MILES TO A CROSSROAD.
 BL2287'TURN LEFT AND GO NORTH ON GRADED ROAD FOR 0.35 MILE TO A FORK.
 BL2287'TAKE LEFT FORK AND GO WEST 0.15 MILE, THENCE TURN RIGHT AND GO
 BL2287'NORTH FOR 1.0 MILE TO A BOARD GATE.  PASS THROUGH GATE AND FOLLOW
 BL2287'TRACK ROAD WESTERLY AROUND SOUTH SIDE OF CULTIVATED FIELD FOR
 BL2287'0.2 MILE TO FENCE CORNER AT SOUTHWEST CORNER OF CULTIVATED FIELD.
 BL2287'TURN RIGHT AND GO NORTH ALONG WEST SIDE OF FENCE FOR 0.1 MILE
 BL2287'TO THE STATION ON THE RIGHT.
 BL2287'
 BL2287'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED HURST
 BL2287'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND
 BL2287'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 182 FEET SOUTH
 BL2287'OF A EAST-WEST FENCE, 10.4 FEET EAST OF A NORTH-SOUTH FENCE, AND 10.4
 BL2287'FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 BL2287'
 BL2287'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED HURST
 BL2287'NO 1 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND
 BL2287'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.6 FEET NORTH
 BL2287'OF A EAST-WEST FENCE AND 2 FEET SOUTHEAST OF A SMALL HEDGE TREE.
 BL2287'
 BL2287'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED HURST
 BL2287'NO 2 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND
 BL2287'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 15.7 FEET WEST
 BL2287'OF A FENCE CORNER, 5.4 FEET SOUTH OF A 6-INCH HEDGE TREE, AND 2.3
 BL2287'FEET NORTH OF A EAST-WEST FENCE.
 BL2287'
 BL2287'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED HURST
 BL2287'1935 AZIMUTH, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 BL2287'AND PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 43 FEET EAST
 BL2287'OF THE CENTER OF A TRACK ROAD, 34 FEET WEST OF THE WEST ONE OF TWO
 BL2287'HACKBERRY TREES, AND 2.2 FEET SOUTH OF A METAL WITNESS POST WITH
 BL2287'SIGN ATTACHED.
 BL2287'
 BL2287'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK NORTH ACROSS A
 BL2287'DRAW FOR APPROXIMATELY 0.3 MILE TO THE NEXT RIDGE AND THE AZIMUTH
 BL2287'MARK JUST WEST OF TWO LARGE HACKBERRY TREES.
 BL2287'
 BL2287'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 BL2287'NORTH-NORTHEAST OF ANDERSON.
 BL2287
 BL2287                          STATION RECOVERY (1980)
 BL2287
 BL2287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BL2287'THE STATION WAS NOT FOUND AND SHOULD BE CONSIDERED LOST.  THERE IS A
 BL2287'LARGE PIT DUG OUT FOR GRAVEL OPERATIONS WHERE THE STATION IS.
 BL2287
 BL2287                          STATION RECOVERY (1994)
 BL2287
 BL2287'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL2287'MARK NOT FOUND.
 BL2287
 BL2287                          STATION RECOVERY (1999)
 BL2287
 BL2287'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2902 ***********************************************************************
 CS2902  DESIGNATION -  HURST
 CS2902  PID         -  CS2902
 CS2902  STATE/COUNTY-  TX/TARRANT
 CS2902  USGS QUAD   -  HURST (1981)
 CS2902
 CS2902                         *CURRENT SURVEY CONTROL
 CS2902  ___________________________________________________________________
 CS2902* NAD 83(1993)-  32 48 13.56501(N)    097 10 21.74143(W)     ADJUSTED  
 CS2902* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 CS2902  ___________________________________________________________________
 CS2902  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 CS2902  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CS2902
 CS2902  HORZ ORDER  -  FIRST
 CS2902
 CS2902.The horizontal coordinates were established by classical geodetic methods
 CS2902.and adjusted by the National Geodetic Survey in February 1996..
 CS2902
 CS2902.The orthometric height was scaled from a topographic map.
 CS2902
 CS2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2902
 CS2902.The geoid height was determined by GEOID03.
 CS2902
 CS2902;                    North         East     Units Scale Factor Converg.
 CS2902;SPC TXNC     - 2,126,878.145   724,295.763   MT  0.99988192   +0 43 26.0
 CS2902;SPC TXNC     - 6,977,932.71  2,376,293.68   sFT  0.99988192   +0 43 26.0
 CS2902;UTM  14      - 3,631,011.328   671,087.133   MT  0.99996093   +0 59 24.7
 CS2902
 CS2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2902!SPC TXNC     -   0.99997872  x   0.99988192  =   0.99986064
 CS2902!UTM  14      -   0.99997872  x   0.99996093  =   0.99993965
 CS2902
 CS2902|---------------------------------------------------------------------|
 CS2902| PID    Reference Object                     Distance      Geod. Az  |
 CS2902|                                                           dddmmss.s |
 CS2902| CS2903 PTS 5 S USGS 1947                   247.979 METERS 04034     |
 CS2902| CX9972 HURST AZ MK                                        0994230.0 |
 CS2902| CX9973 HURST AZ MK 2                                      0994255.0 |
 CS2902| CX9974 HURST RM 1                           21.580 METERS 23003     |
 CS2902| CX9975 HURST RM 2                           27.433 METERS 30657     |
 CS2902|---------------------------------------------------------------------|
 CS2902
 CS2902                          SUPERSEDED SURVEY CONTROL
 CS2902
 CS2902  NAD 83(1993)-  32 48 13.56865(N)    097 10 21.72518(W) AD(       ) 1
 CS2902  NAD 83(1986)-  32 48 13.56968(N)    097 10 21.72449(W) AD(       ) 1
 CS2902  NAD 27      -  32 48 13.10800(N)    097 10 20.68000(W) AD(       ) 1
 CS2902
 CS2902.Superseded values are not recommended for survey control.
 CS2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2902.See file dsdata.txt to determine how the superseded data were derived.
 CS2902
 CS2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7108731011(NAD 83)
 CS2902_MARKER: DS = TRIANGULATION STATION DISK
 CS2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2902
 CS2902  HISTORY     - Date     Condition        Report By
 CS2902  HISTORY     - 1947     MONUMENTED       CGS
 CS2902  HISTORY     - 1950     GOOD             CGS
 CS2902  HISTORY     - 1954     GOOD             CGS
 CS2902  HISTORY     - 1963     GOOD             CGS
 CS2902  HISTORY     - 1969     POOR             TXHD
 CS2902  HISTORY     - 1969     SEE DESCRIPTION  CGS
 CS2902  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 CS2902  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 CS2902
 CS2902                          STATION DESCRIPTION
 CS2902
 CS2902'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2902'STATION IS LOCATED ABOUT 10.5 MILES NORTHEAST OF FORT WORTH,
 CS2902'6.2 MILES EAST OF THE JUNCTION OF U.S. HIGHWAY NO. 377 AND
 CS2902'STATE HIGHWAY NO. 183, 0.2 MILE SOUTH OF THE VILLAGE OF
 CS2902'HURST, IN THE NORTHWEST CORNER OF A PASTURE, 41 FEET SOUTH
 CS2902'OF CENTERLINE OF A FARM LANE AND 4 FEET SOUTH OF A WITNESS
 CS2902'POST.  THE MARK IS FLUSH AND STAMPED HURST 1947.
 CS2902'
 CS2902'REFERENCE MARK NO. 1 IS 70.88 FEET SOUTHWEST OF THE STATION,
 CS2902'56 FEET SOUTH OF A FENCE CORNER, 1.0 FEET EAST OF A NORTH-SOUTH
 CS2902'FENCELINE AND AT STATION ELEVATION.  THE MARK PROJECTS 4
 CS2902'INCHES AND IS STAMPED HURST NO 1 1947.
 CS2902'
 CS2902'REFERENCE MARK NO. 2 IS 89.94 FEET NORTHWEST OF THE STATION,
 CS2902'15 FEET NORTH OF CENTERLINE OF FARM LANE, IN THE EAST-WEST
 CS2902'FENCELINE AND 1.0 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 CS2902'5 INCHES AND IS STAMPED HURST NO 2 1947.
 CS2902'
 CS2902'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST OF THE
 CS2902'STATION, 19 FEET WEST OF CENTERLINE OF A NORTH-SOUTH ROAD,
 CS2902'10 FEET SOUTH OF A POWER POLE, 3 FEET SOUTH OF A WITNESS
 CS2902'POST AND 1.0 FOOT WEST OF FENCELINE.
 CS2902'
 CS2902'THE MARK PROJECTS 4 INCHES AND IS STAMPED HURST 1947.
 CS2902'
 CS2902'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 CS2902'377 AND STATE HIGHWAY NO. 183 IN HALTOM, GO ON HIGHWAY NO.
 CS2902'183 FOR 1.2 MILE TO JUNCTION WITH STATE HIGHWAY NO. 121 LEFT.
 CS2902'KEEP RIGHT ON NO. 183 FOR 4.7 MILES TO THE HURST SCHOOL,
 CS2902'CONTINUE 1 BLOCK EAST THEN TURN RIGHT (SOUTH) GOING 0.2 MILE
 CS2902'TO RAILROAD TRACKS, CROSS TRACKS, GOING 0.1 MILE TO FARM LANE
 CS2902'RIGHT.  THE STATION IS 0.25 MILE WEST NEAR END OF LANE.  TO
 CS2902'REACH THE AZIMUTH MARK, FROM THE ENTRANCE TO FARM LANE,
 CS2902'CONTINUE SOUTH FOR 0.1 MILE TO MARK ON RIGHT SIDE OF ROAD.
 CS2902'
 CS2902'NOTE--A TRAVERSE CONNECTION WAS MADE TO P.T.STA. 5 S. 1925 (USGS).
 CS2902'IT IS 247.984 METERS (813.59 FEET) NORTHWEST OF TRIANGULATION
 CS2902'STATION HURST.  IT IS LOCATED 85 FEET SOUTH OF THE CENTERLINE OF
 CS2902'THE MAIN TRACKS, AND 13.9 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 CS2902'FENCE.  THE MARK IS A USGS BENCH MARK SET IN A 6 INCH ROUND
 CS2902'CONCRETE POST WHICH PROJECTS 8 INCHES AND THE DISK IS STAMPED PT
 CS2902'STA NO 5 S 1925.
 CS2902'
 CS2902'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2902
 CS2902                          STATION RECOVERY (1950)
 CS2902
 CS2902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (BHR)
 CS2902'THIS STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS2902'DESCRIBED.  THE WITNESS POST SET IN 1947 WAS FOUND TO HAVE
 CS2902'COMPLETELY ROTTED AWAY.  A NEW WITNESS POST WAS SET IN THE SAME
 CS2902'POSITION IN 1950.  THE AZIMUTH MARK IS 75 YARDS SOUTH OF THE
 CS2902'FARM LANE.
 CS2902
 CS2902                          STATION RECOVERY (1954)
 CS2902
 CS2902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS2902'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS2902'DESCRIBED.
 CS2902
 CS2902                          STATION RECOVERY (1963)
 CS2902
 CS2902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2902'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH MARK
 CS2902'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 CS2902'IS ADEQUATE FOR RECOVERY.  MOST OF THE DISTANCES STILL APPLY
 CS2902'TO RECOVER THE MARKS EXCEPT FOR FENCES REFERED TO AT THE
 CS2902'STATION MARK AND REFERENCE MARK NO. 1.  THEY ARE IN THE FRONT
 CS2902'LAWN OF A FARM HOUSE AT THE EDGE OF A TURN AROUND ROAD.
 CS2902'THE FENCE HAS BEEN MOVED AND IS NOW EAST OF THE MARKS.
 CS2902'
 CS2902'THE P.T. STA. 5 S 1925 (USGS) MARK WAS RECOVERED IN GOOD CONDITION
 CS2902'AS DESCRIBED.  THIS MARK IS ABOUT MIDWAY BETWEEN THE 4TH AND
 CS2902'5TH POLE WEST FROM NORWOOD STREET.
 CS2902
 CS2902                          STATION RECOVERY (1969)
 CS2902
 CS2902'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1969 (SSG)
 CS2902'HURST - 1947-SURFACE MARK HAS BEEN DAMAGED AND SHOULD BE
 CS2902'REPLACED.  REF. MARKS ARE IN GOOD CONDITION.
 CS2902
 CS2902                          STATION RECOVERY (1969)
 CS2902
 CS2902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CS2902'THE STATION SURFACE MARK AND AZIMUTH MARK WERE FOUND TO BE
 CS2902'DESTROYED.  UNDERGROUND STATION MARK, REFERENCE MARKS NO. 1
 CS2902'AND NO. 2 WERE FOUND IN GOOD CONDITION.  UNDERGROUND POINT
 CS2902'WAS HELD AND A SURFACE MARK SET DIRECTLY OVER SUB-MARK.
 CS2902'A NEW AZIMUTH MARK WAS SET.
 CS2902'
 CS2902'A COMPLETE DESCRIPTION FOLLOWS--STATION IS ABOUT 10 MILES
 CS2902'EAST OF DOWNTOWN FORT WORTH, 1/2 MILE SOUTH OF HURST, ON
 CS2902'HIGHEST GROUND IN PASTURE LAND OWNED BY TEXAS INDUSTRIES AND
 CS2902'LEASED BY MR. JENE TONEY.
 CS2902'
 CS2902'TO REACH STATION FROM COURTHOUSE IN FORT WORTH (WEATHERFORD
 CS2902'AND MAIN), GO NORTHEAST ON STATE HIGHWAY 121 FOR 7.2 MILES TO THE
 CS2902'HANDLEY-EDERVILLE EXIT, TAKE THE EXIT TO HANDLEY-EDERVILLE ROAD.
 CS2902'TURN RIGHT, SOUTH, GO 0.25 MILE TO TRINITY BLVD., TURN LEFT,
 CS2902'EASTERLY, GO 2.95 MILES ALONG TRINITY BLVD.  *TO A LOCKED GATE
 CS2902'ON THE LEFT.  (OBTAIN KEY FROM MR. TONEY IN HURST).  PASS
 CS2902'THROUGH GATE AND FOLLOW A TRACK ROAD, NORTH, 0.25 MILE TO HOUSE
 CS2902'AND STATION.  *TO REACH AZIMUTH MARK FROM THE LOCKED GATE, GO EAST
 CS2902'ON TRINITY BLVD. 0.25 MILE TO NORWOOD DRIVE, TURN LEFT, GO
 CS2902'0.05 MILE TO MARK ON THE LEFT.
 CS2902'
 CS2902'STATION SURFACE MARK, A STANDARD DISK, STAMPED HURST 1947 1969,
 CS2902'IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH GROUND.
 CS2902'IT IS 132 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE,
 CS2902'114 FEET NORTHEAST OF A CEDAR TREE, 95 FEET NORTH OF A POWER
 CS2902'LINE POLE WITH TRANSFORMER, 54 FEET SOUTH OF A FENCE LINE,
 CS2902'AND 21 FEET SOUTHEAST OF TRACK ROAD.  UNDERGROUND MARK, A
 CS2902'STANDARD DISK, STAMPED HURST 1947 IS SET IN AN IRREGULAR
 CS2902'MASS OF CONCRETE 36 INCHES BELOW SURFACE OF GROUND.
 CS2902'
 CS2902'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED HURST NO 1
 CS2902'1947, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS2902'2 INCHES ABOVE GROUND.  IT IS 66.5 FEET EAST OF THE NORTHEAST
 CS2902'CORNER OF HOUSE, 53.5 FEET NORTHWEST OF THE POWER LINE POLE,
 CS2902'53 FEET EAST OF CEDAR TREE AND 8 FEET SOUTHEAST OF TRACK ROAD.
 CS2902'
 CS2902'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED HURST NO 2
 CS2902'1947, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS2902'2 INCHES ABOVE GROUND.  IT IS 120 FEET NORTH OF THE NORTHEAST
 CS2902'CORNER OF HOUSE, 100 FEET NORTH OF CEDAR TREE, 68 FEET NORTHWEST
 CS2902'OF ROAD, IN EAST-WEST FENCE LINE.
 CS2902'
 CS2902'AZIMUTH MARK, A STANDARD DISK, STAMPED HURST 1947 1969, IS
 CS2902'SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH SURFACE OF
 CS2902'GROUND.  IT IS ACROSS THE STREET WEST OF THE BELL HELICOPTER
 CS2902'COMPANY LOGISTICS CENTER PARKING LOT, 58 FEET WEST OF THE
 CS2902'CENTER LINE OF NORWOOD DRIVE, 8 FEET SOUTHWEST OF POWER LINE
 CS2902'POLE NO. 10, AND 1 FOOT WEST OF A METAL WITNESS POST AND
 CS2902'RIGHT-OF-WAY FENCE LINE.
 CS2902'
 CS2902'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 CS2902'SOUTH OF HURST
 CS2902
 CS2902                          STATION RECOVERY (1980)
 CS2902
 CS2902'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS2902'HURST - SO FAR UNABLE TO LOCATE MARK - AT THE APPROX LOCATION
 CS2902'THERE ARE 20 FEET HIGH SAND PILES - RM NO. 1 PROBABLY LOST - RM NO.2
 CS2902'COVERED WITH SAND AZI. MARK OK - DESCRIPTION NO GOOD - ONLY E-W
 CS2902'FENCE NOTED IN RM NO. 2 STILL EXISTS.
 CS2902'
 CS2902'DISTANCE AND DIRECTION FROM NEAREST TOWN--HURST.
 CS2902
 CS2902                          STATION RECOVERY (1997)
 CS2902
 CS2902'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7288 ***********************************************************************
 AC7288  DESIGNATION -  HURST
 AC7288  PID         -  AC7288
 AC7288  STATE/COUNTY-  TX/CORYELL
 AC7288  USGS QUAD   -  HURST SPRING (1956)
 AC7288
 AC7288                         *CURRENT SURVEY CONTROL
 AC7288  ___________________________________________________________________
 AC7288* NAD 83(1993)-  31 40 48.82210(N)    097 42 25.69265(W)     ADJUSTED  
 AC7288* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 AC7288  ___________________________________________________________________
 AC7288  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AC7288  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AC7288
 AC7288  HORZ ORDER  -  THIRD
 AC7288
 AC7288.The horizontal coordinates were established by classical geodetic methods
 AC7288.and adjusted by the National Geodetic Survey in March 1997..
 AC7288
 AC7288.The orthometric height was scaled from a topographic map.
 AC7288
 AC7288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7288
 AC7288.The geoid height was determined by GEOID03.
 AC7288
 AC7288;                    North         East     Units Scale Factor Converg.
 AC7288;SPC TX C     - 3,226,159.088   948,979.800   MT  0.99995175   +1 21 09.5
 AC7288;SPC TX C     -10,584,490.27  3,113,444.56   sFT  0.99995175   +1 21 09.5
 AC7288;UTM  14      - 3,505,718.495   622,544.452   MT  0.99978521   +0 40 44.6
 AC7288
 AC7288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7288!SPC TX C     -   0.99995404  x   0.99995175  =   0.99990579
 AC7288!UTM  14      -   0.99995404  x   0.99978521  =   0.99973926
 AC7288
 AC7288                          SUPERSEDED SURVEY CONTROL
 AC7288
 AC7288.No superseded survey control is available for this station.
 AC7288
 AC7288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA2254405718(NAD 83)
 AC7288_MARKER: DB = BENCH MARK DISK
 AC7288
 AC7288  HISTORY     - Date     Condition        Report By
 AC7288  HISTORY     - 1955     MONUMENTED       USGS
 AC7288  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 AC7288
 AC7288                          STATION DESCRIPTION
 AC7288
 AC7288'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 AC7288'STATION LIES ABOUT 6 MI. S. AND 7 MI. E. OF CRANFILLS GAP, 6.5 MI. S.
 AC7288'AND 6.5 MI. W. OF CLIFTON, 4.5 MI. N. AND 2 MI. E. OF TURNERSVILLE,
 AC7288'150 FT. NE. OF A GRAVELED RD., 500 FT. E. OF A GATE.
 AC7288'TO REACH STATION FROM THE POST OFFICE IN CLIFTON, TEXAS, GO SW. ALONG
 AC7288'TEXAS FARM ROAD 215 FOR 7.0 MI., TO THE INTERSECTION OF FARM ROAD 215
 AC7288'AND FARM ROAD 182, TURN LEFT AND CONTINUE ALONG FARM ROAD 182 FOR 6.15
 AC7288'MI. TO INTERSECTION OF FARM ROAD 182 AND A T-RD. N., JUST E. OF AN
 AC7288'ABANDONED SCHOOLHOUSE, TURN RIGHT ALONG DIRT RD. FOR 1.5 MI. TO A GATE
 AC7288'ON THE NE. SIDE OF THE RD.  THE STATION IS LOCATED ON THE HIGHEST
 AC7288'POINT OF THE RIDGE.
 AC7288'STATION MARK--STANDARD BENCH MARK TABLET STAMPED---HURST 1955---, SET
 AC7288'IN TOP OF A 12 X 12-IN. CONCRETE POST, PROJECTING 0.3 FT. ABOVE
 AC7288'GROUND.
 AC7288'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER SET IN TOP OF THE W.
 AC7288'ROOT OF AN 18-IN. ELM TREE, 93.33 FT. FROM STATION, 131 DEGREES 16
 AC7288'MINUTES, SW.
 AC7288'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER SET IN TOP OF THE E.
 AC7288'ROOT OF AN 14-IN. ELM TREE, 61.09 FT. FROM STATION, 178 DEGREES 41
 AC7288'MINUTES, SE.
 AC7288
 AC7288                          STATION RECOVERY (2001)
 AC7288
 AC7288'RECOVERY NOTE BY US POWER SQUADRON 2001 (GMF)
 AC7288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0897 ***********************************************************************
 GK0897  DESIGNATION -  HUTCH
 GK0897  PID         -  GK0897
 GK0897  STATE/COUNTY-  TX/HUTCHINSON
 GK0897  USGS QUAD   -  CAPPS SWITCH SE (1974)
 GK0897
 GK0897                         *CURRENT SURVEY CONTROL
 GK0897  ___________________________________________________________________
 GK0897* NAD 83(1993)-  36 00 32.49354(N)    101 36 51.93895(W)     ADJUSTED  
 GK0897* NAVD 88     -      1018.     (meters)    3340.     (feet)  SCALED    
 GK0897  ___________________________________________________________________
 GK0897  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 GK0897  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 GK0897
 GK0897  HORZ ORDER  -  THIRD
 GK0897
 GK0897.The horizontal coordinates were established by classical geodetic methods
 GK0897.and adjusted by the National Geodetic Survey in February 1996..
 GK0897
 GK0897.The orthometric height was scaled from a topographic map.
 GK0897
 GK0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0897
 GK0897.The geoid height was determined by GEOID03.
 GK0897
 GK0897;                    North         East     Units Scale Factor Converg.
 GK0897;SPC TX N     - 1,222,885.922   189,684.345   MT  0.99996399   -0 03 58.7
 GK0897;SPC TX N     - 4,012,084.90    622,322.72   sFT  0.99996399   -0 03 58.7
 GK0897;UTM  14      - 3,988,111.440   264,369.260   MT  1.00028418   -1 32 15.9
 GK0897
 GK0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0897!SPC TX N     -   0.99984437  x   0.99996399  =   0.99980836
 GK0897!UTM  14      -   0.99984437  x   1.00028418  =   1.00012850
 GK0897
 GK0897|---------------------------------------------------------------------|
 GK0897| PID    Reference Object                     Distance      Geod. Az  |
 GK0897|                                                           dddmmss.s |
 GK0897| CM8819 HUTCH RM 1                           10.068 METERS 09914     |
 GK0897| CM8820 HUTCH RM 2                            9.185 METERS 26028     |
 GK0897| CM8818 HUTCH AZ MK                                        2700027.9 |
 GK0897| GK0900 CAPPS RR SID GLUCK GRAIN ELEV       APPROX. 4.2 KM 3202552.6 |
 GK0897| GK0901 CAPPS RR SID CATOR GRAIN ELEV       APPROX. 4.0 KM 3230648.7 |
 GK0897|---------------------------------------------------------------------|
 GK0897
 GK0897                          SUPERSEDED SURVEY CONTROL
 GK0897
 GK0897  NAD 83(1993)-  36 00 32.49319(N)    101 36 51.93883(W) AD(       ) 3
 GK0897  NAD 83(1986)-  36 00 32.50264(N)    101 36 51.92685(W) AD(       ) 3
 GK0897  NAD 27      -  36 00 32.37000(N)    101 36 50.32000(W) AD(       ) 3
 GK0897
 GK0897.Superseded values are not recommended for survey control.
 GK0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0897.See file dsdata.txt to determine how the superseded data were derived.
 GK0897
 GK0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6436988111(NAD 83)
 GK0897_MARKER: DS = TRIANGULATION STATION DISK
 GK0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0897
 GK0897  HISTORY     - Date     Condition        Report By
 GK0897  HISTORY     - 1953     MONUMENTED       CGS
 GK0897  HISTORY     - 1975     SEE DESCRIPTION  USGS
 GK0897
 GK0897                          STATION DESCRIPTION
 GK0897
 GK0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GK0897'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE ROUTE
 GK0897'281, ABOUT 9-1/2 MILES NORTHWEST OF PRINGLE, 8-1/2 MILES SOUTHWEST
 GK0897'OF MORSE, 2 MILES SOUTH OF THE CHICAGO ROCK ISLAND AND GULF
 GK0897'RAILROAD, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10
 GK0897'FEET NORTH OF THE EAST-WEST FENCELINE AND 9 FEET NORTH OF A
 GK0897'WHITE WITNESS POST.
 GK0897'
 GK0897'TO REACH, FROM THE CITY HALL IN SUNRAY, GO SOUTH, ON FARM ROAD
 GK0897'115, FOR 0.7 MILE TO SIDE ROAD LEFT.  TURN LEFT, AND GO EAST,
 GK0897'ON STATE ROUTE 281, FOR 11.3 MILES TO THE AZIMUTH MARK.  CONTINUE
 GK0897'EAST, ON STATE ROUTE 281, FOR 0.5 MILE TO THE STATION.
 GK0897'
 GK0897'THE STATION MARK IS A STANDARD DISK, STAMPED HUTCH 1952, SET
 GK0897'IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER
 GK0897'WHICH IS ABOUT FLUSH WITH THE GROUND.
 GK0897'
 GK0897'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HUTCH
 GK0897'NO 1 1952, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 GK0897'IN DIAMETER WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE
 GK0897'SAME ELEVATION AS THE STATION.  IT IS LOCATED 50 FEET SOUTH
 GK0897'OF THE CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF A FENCE CORNER
 GK0897'AND 1 FOOT NORTH OF THE EAST-WEST FENCELINE.
 GK0897'
 GK0897'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HUTCH NO
 GK0897'2 1952, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 GK0897'IN DIAMETER WHICH PROJECTS ABOUT 6 INCHES AND IS ABOUT THE SAME
 GK0897'ELEVATION AS THE STATION.  IT IS LOCATED 49 FEET SOUTH OF THE
 GK0897'CENTER LINE OF THE HIGHWAY AND 18 INCHES NORTH OF THE EAST-WEST
 GK0897'FENCELINE.
 GK0897'
 GK0897'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HUTCH 1952, SET
 GK0897'IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER
 GK0897'WHICH PROJECTS ABOUT 4 INCHES.  IT IS LOCATED ALONG THE SOUTH
 GK0897'SIDE OF STATE ROUTE 281, ABOUT 44 FEET SOUTH OF THE CENTERLINE
 GK0897'OF THE PAVED ROAD AND 2 FEET SOUTH OF MOORE AND HUTCHINSON
 GK0897'COUNTY LINE MARKER.
 GK0897
 GK0897                          STATION RECOVERY (1975)
 GK0897
 GK0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (BA)
 GK0897'TABLET HAS BEEN REMOVED, STA--STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2786 ***********************************************************************
 CS2786  DESIGNATION -  HUTCHINS
 CS2786  PID         -  CS2786
 CS2786  STATE/COUNTY-  TX/DALLAS
 CS2786  USGS QUAD   -  HUTCHINS (1973)
 CS2786
 CS2786                         *CURRENT SURVEY CONTROL
 CS2786  ___________________________________________________________________
 CS2786* NAD 83(1993)-  32 38 54.94244(N)    096 42 44.30157(W)     ADJUSTED  
 CS2786* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 CS2786  ___________________________________________________________________
 CS2786  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 CS2786  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CS2786
 CS2786  HORZ ORDER  -  FIRST
 CS2786
 CS2786.The horizontal coordinates were established by classical geodetic methods
 CS2786.and adjusted by the National Geodetic Survey in February 1996..
 CS2786
 CS2786.The orthometric height was scaled from a topographic map.
 CS2786
 CS2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2786
 CS2786.The geoid height was determined by GEOID03.
 CS2786
 CS2786;                    North         East     Units Scale Factor Converg.
 CS2786;SPC TXNC     - 2,110,313.128   767,699.538   MT  0.99989720   +0 58 30.0
 CS2786;SPC TXNC     - 6,923,585.65  2,518,694.23   sFT  0.99989720   +0 58 30.0
 CS2786;UTM  14      - 3,614,643.022   714,573.988   MT  1.00016777   +1 14 04.7
 CS2786
 CS2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2786!SPC TXNC     -   0.99998183  x   0.99989720  =   0.99987903
 CS2786!UTM  14      -   0.99998183  x   1.00016777  =   1.00014960
 CS2786
 CS2786:                Primary Azimuth Mark                     Grid Az
 CS2786:SPC TXNC     -  HUTCHINS AZ MK                           156 44 31.9
 CS2786:UTM  14      -  HUTCHINS AZ MK                           156 28 57.2
 CS2786
 CS2786|---------------------------------------------------------------------|
 CS2786| PID    Reference Object                     Distance      Geod. Az  |
 CS2786|                                                           dddmmss.s |
 CS2786| CX9976 HUTCHINS AZ MK                                     1574301.9 |
 CS2786| CX9977 HUTCHINS RM 1                        26.687 METERS 21600     |
 CS2786| CS2790 HUTCHINS DALLAS CONVAL HOME TK      APPROX. 1.4 KM 3205056.1 |
 CS2786| CX9978 HUTCHINS RM 2                        30.353 METERS 35931     |
 CS2786|---------------------------------------------------------------------|
 CS2786
 CS2786                          SUPERSEDED SURVEY CONTROL
 CS2786
 CS2786  NAD 83(1986)-  32 38 54.94921(N)    096 42 44.28363(W) AD(       ) 1
 CS2786  NAD 27      -  32 38 54.47000(N)    096 42 43.30300(W) AD(       ) 1
 CS2786
 CS2786.Superseded values are not recommended for survey control.
 CS2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2786.See file dsdata.txt to determine how the superseded data were derived.
 CS2786
 CS2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1457414643(NAD 83)
 CS2786_MARKER: DS = TRIANGULATION STATION DISK
 CS2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2786
 CS2786  HISTORY     - Date     Condition        Report By
 CS2786  HISTORY     - 1947     MONUMENTED       CGS
 CS2786  HISTORY     - 1958     POOR             USGS
 CS2786  HISTORY     - 1960     POOR             CGS
 CS2786  HISTORY     - 1963     POOR             CGS
 CS2786  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CS2786  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 CS2786  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS2786
 CS2786                          STATION DESCRIPTION
 CS2786
 CS2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2786'LOCATED IN THE VILLAGE OF HUTCHINS WHICH IS ABOUT 12 MILES
 CS2786'SOUTHEAST OF DALLAS ON PROPERTY OF THE SOUTHERN PACIFIC
 CS2786'RAILROAD.  IT IS 110 FEET EAST OF THE CENTERLINE OF U.S.
 CS2786'HIGHWAY 75, 90 FEET WEST OF THE WEST RAIL OF THE SOUTHERN
 CS2786'PACIFIC RAILROAD SIDEING, 52 FEET WEST OF THE SOUTHWEST
 CS2786'CORNER OF LOADING DOCK.  4.5 FEET EAST OF A WITNESS POST.
 CS2786'THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED
 CS2786'HUTCHINS 1945.
 CS2786'
 CS2786'REFERENCE MARK NO. 1 IS 87.56 FEET SOUTHWEST OF STATION, 29
 CS2786'FEET EAST OF APPROX. CENTER OF HIGHWAY AND 3.5 FEET SOUTHEAST
 CS2786'OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE
 CS2786'DISCK IS STAMPED HUTCHINS NO. 1 1947.
 CS2786'
 CS2786'REFERENCE MARK NO. 2 IS 99.60 FEET NORTH OF STATION, 1 FOOT
 CS2786'WEST OF THE RAILROAD LOADING DOCK AND ABOUT 40 FEET NORTH
 CS2786'OF THE SOUTH END OF DOCK.  THE MARK PROJECTS 2 INCHES AND
 CS2786'THE DISC IS STAMPED HUTCHINS NO. 2 1947.
 CS2786'
 CS2786'AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF STATION, BETWEEN U.S.
 CS2786'HIGHWAY 75 AND THE RAILROAD TRACKS, 38 FEET EAST OF CENTER
 CS2786'OF HIGHWAY, 22.7 FEET WEST OF THE WEST RAIL OF RAILROAD
 CS2786'TRACKS, 5 FEET NORTH OF TELEPHONE POLE AND 3.5 FEET NORTH
 CS2786'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 CS2786'THE DISC IS STAMPED HUTCHINS 1947.
 CS2786'
 CS2786'STATION IS REACHED FROM THE VILLAGE OF HUTCHINS ON THE
 CS2786'SOUTHER PACIFIC RAILROAD AND U.S. HIGHWAY 75 BY GOING ACROSS
 CS2786'THE STREET OPPOSITE THE POST OFFICE.
 CS2786'
 CS2786'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING SOUTHERLY
 CS2786'ON U.S. HIGHWAY 75 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 CS2786'
 CS2786'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2786
 CS2786                          STATION RECOVERY (1958)
 CS2786
 CS2786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2786'THE BRONZE TABLET HAS BEEN SHEARED OFF AND THE CONCRETE POST
 CS2786'SLIGHTLY CHIPPED ON ONE SIDE.
 CS2786'
 CS2786'BOTH REFERENCE MARKS WERE FOUND AS DESCRIBED.
 CS2786
 CS2786                          STATION RECOVERY (1960)
 CS2786
 CS2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2786'STATION WAS RECOVERED HOWEVER THE DISC HAS BEEN SHAVED OFF.
 CS2786'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION
 CS2786'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 CS2786'ARE CORRECT.
 CS2786
 CS2786                          STATION RECOVERY (1963)
 CS2786
 CS2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2786'THE SURFACE STATION MARK DISK HAS BEEN SHEARED OFF AND THE
 CS2786'CONCRETE POST WAS CHIPPED ON THE SIDE.  THE STEM OF THE
 CS2786'DISK IS STILL EMBEDDED IN THE CONCRETE POST.  REFERENCE
 CS2786'MARK NO. 1 WAS FOUND TO BE IN GOOD CONDITION.  REFERENCE
 CS2786'MARK NO. 2 IS SOLID IN THE GROUND BUT THE CONCRETE POST
 CS2786'HAS BEEN CHIPPED OFF AT THE CORNERS.  THE AZIMUTH MARK WAS
 CS2786'FOUND TO BE IN GOOD CONDITION.  IT IS 0.5 MILE SOUTH OF THE
 CS2786'STATION, BETWEEN THE ROAD AND RAILROAD TRACKS AT THE SECOND
 CS2786'POLE SOUTH OF MILE POST 254.  THE MARK IS FLUSH WITH THE
 CS2786'SURFACE OF THE GROUND.
 CS2786'
 CS2786'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 CS2786
 CS2786                          STATION RECOVERY (1966)
 CS2786
 CS2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2786'THE STATION SURFACE MARK WAS FOUND TO BE DESTROYED.  THE
 CS2786'STATION SUB-MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CS2786'MARK WERE RECOVERED IN GOOD CONDITION.  A STATION SURFACE
 CS2786'MARK WAS RE-MARKED DIRECTLY OVER THE SUB-MARK.  A COMPLETE
 CS2786'DESCRIPTION FOLLOWS--
 CS2786'
 CS2786'THE STATION IS ABOUT 11 MILES SOUTHEAST OF DOWN TOWN DALLAS,
 CS2786'AT THE VILLAGE OF HUTCHINS, AND ON PROPERTY OF THE SOUTHERN
 CS2786'PACIFIC RAILROAD.
 CS2786'
 CS2786'TO REACH THE STATION FROM THE POST OFFICE IN HUTCHINS, GO EAST
 CS2786'ABOUT 300 YARDS TO STATION.
 CS2786'
 CS2786'STATION MARK, A STANDARD DISK, STAMPED HUTCHINS 1947 1966,
 CS2786'IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE
 CS2786'OF GROUND.  IT IS 152 FEET WEST OF THE WEST RAIL OF THE
 CS2786'MAIN RAILROAD TRACKS, 90 FEET WEST OF THE WEST RAILROAD SIDING
 CS2786'TRACK, 102.5 FEET EAST OF THE CENTER OF MAIN STREET, 86
 CS2786'FEET NORTHEAST OF A POWER LINE POLE WITH 2 TRANSFORMERS,
 CS2786'AND 2.5 FEET WEST OF A METAL WITNESS POST.
 CS2786'
 CS2786'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED HUTCHINS NO.
 CS2786'1 1947, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CS2786'2 INCHES ABOVE SURFACE OF GROUND.  IT IS 29 FEET EAST OF
 CS2786'THE CENTER OF MAIN STREET, AND 4 FEET SOUTH OF THE POWER
 CS2786'LINE POLE WITH TWO TRANSFORMERS.
 CS2786'
 CS2786'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED HUTCHINS
 CS2786'NO. 2 1947, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CS2786'PROJECTS 1 INCH ABOVE THE SURFACE OF GROUND.  IT IS 142
 CS2786'FEET EAST OF THE CENTER OF MAIN STREET, 111 FEET WEST OF THE
 CS2786'WEST RAIL OF THE MAIN RAILROAD TRACKS.
 CS2786'
 CS2786'AZIMUTH MARK, A STANDARD DISK, STAMPED HUTCHINS 1947, IS
 CS2786'SET IN A 10 IN X 10 IN CONCRETE POST FLUSH WITH SURFACE
 CS2786'OF THE GROUND.  IT IS 37.5 FEET EAST OF THE CENTER LINE OF
 CS2786'A BLACK-TOP ROAD, 23 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 CS2786'TRACKS, 6 FEET NORTH OF THE SECOND TELEGRAPH POLE WHICH IS
 CS2786'SOUTH OF MILE POST 254, AND 1 FOOT NORTH OF A METAL WITNESS
 CS2786'POST.
 CS2786'
 CS2786'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HUTCHINS.
 CS2786
 CS2786                          STATION RECOVERY (1981)
 CS2786
 CS2786'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JN)
 CS2786'HUTCHINS-1947 THE AREA IN THE LAST DESCRIPTION HAS BEEN CHANGED-IT IS
 CS2786'NOW PAVED - A STORE SITS APPROX ON THE STA. NO RM END.  MARK COULD
 CS2786'BE ACCESSIBLE BUT WOULD NEED TO BE MOVED.
 CS2786'
 CS2786'AZI MK DID NOT SEARCH.
 CS2786'
 CS2786'DISTANCE AND DIRECTION FROM NEAREST TOWN--HUTCHINS TEXAS.
 CS2786
 CS2786                          STATION RECOVERY (2000)
 CS2786
 CS2786'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2790 ***********************************************************************
 CS2790  DESIGNATION -  HUTCHINS DALLAS CONVAL HOME TK
 CS2790  PID         -  CS2790
 CS2790  STATE/COUNTY-  TX/DALLAS
 CS2790  USGS QUAD   -  HUTCHINS (1973)
 CS2790
 CS2790                         *CURRENT SURVEY CONTROL
 CS2790  ___________________________________________________________________
 CS2790* NAD 83(1993)-  32 39 30.64917(N)    096 43 18.66876(W)     ADJUSTED  
 CS2790* NAVD 88     -                                                        
 CS2790  ___________________________________________________________________
 CS2790  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 CS2790  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CS2790
 CS2790  HORZ ORDER  -  THIRD
 CS2790
 CS2790.The horizontal coordinates were established by classical geodetic methods
 CS2790.and adjusted by the National Geodetic Survey in February 1996..
 CS2790
 CS2790
 CS2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2790
 CS2790.The geoid height was determined by GEOID03.
 CS2790
 CS2790;                    North         East     Units Scale Factor Converg.
 CS2790;SPC TXNC     - 2,111,397.607   766,785.479   MT  0.99989601   +0 58 11.3
 CS2790;SPC TXNC     - 6,927,143.65  2,515,695.36   sFT  0.99989601   +0 58 11.3
 CS2790;UTM  14      - 3,615,723.635   713,654.773   MT  1.00016292   +1 13 47.4
 CS2790
 CS2790                          SUPERSEDED SURVEY CONTROL
 CS2790
 CS2790  NAD 83(1986)-  32 39 30.65601(N)    096 43 18.65106(W) AD(       ) 4
 CS2790  NAD 27      -  32 39 30.17900(N)    096 43 17.67000(W) AD(       ) 3
 CS2790
 CS2790.Superseded values are not recommended for survey control.
 CS2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2790.See file dsdata.txt to determine how the superseded data were derived.
 CS2790
 CS2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB1365515724(NAD 83)
 CS2790_MARKER: 53 = ELEVATED TANK
 CS2790
 CS2790  HISTORY     - Date     Condition        Report By
 CS2790  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2790  HISTORY     - 1960     GOOD             CGS
 CS2790  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS2790
 CS2790                          STATION DESCRIPTION
 CS2790
 CS2790'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2790'THE STATION IS LOCATED 1 MILE NORTH OF THE TOWN OF HUTCHINS
 CS2790'AND 1/4 MILE WEST OF U.S. HIGHWAY 75.
 CS2790'
 CS2790'THE TANK IS OF STEEL CONSTRUCTION, 100 FEET HIGH, FOUR-LEGGED,
 CS2790'40 FEET WIDE AT THE BASE AND PAINTED SILVER.
 CS2790'
 CS2790'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2790'
 CS2790'TO REACH THE STATION FROM THE POST OFFICE IN HUTCHINS, GO
 CS2790'NORTH ON U.S. HIGHWAY 75 FOR 0.9 MILE TO THE ENTRANCE TO
 CS2790'CONVALESCENT HOME ON THE LEFT.  TURN LEFT AND GO WEST 0.1
 CS2790'MILE TO THE CONVALESCENT HOME.  CONTINUE SOUTHWEST ON THE
 CS2790'GROUNDS OF THE CONVALESCENT HOME FOR 0.2 MILE TO THE STATION.
 CS2790
 CS2790                          STATION RECOVERY (1960)
 CS2790
 CS2790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2790'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2790'
 CS2790'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS2790
 CS2790                          STATION RECOVERY (2000)
 CS2790
 CS2790'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS2790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1844 ***********************************************************************
 FL1844  DESIGNATION -  HUTCHINSON COUNTY SW CORNER
 FL1844  PID         -  FL1844
 FL1844  STATE/COUNTY-  TX/HUTCHINSON
 FL1844  USGS QUAD   -  DEAL (1953)
 FL1844
 FL1844                         *CURRENT SURVEY CONTROL
 FL1844  ___________________________________________________________________
 FL1844* NAD 83(1993)-  35 37 27.01640(N)    101 37 22.18026(W)     ADJUSTED  
 FL1844* NAVD 88     -       976.     (meters)    3202.     (feet)  SCALED    
 FL1844  ___________________________________________________________________
 FL1844  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FL1844  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 FL1844
 FL1844  HORZ ORDER  -  THIRD
 FL1844
 FL1844.The horizontal coordinates were established by classical geodetic methods
 FL1844.and adjusted by the National Geodetic Survey in February 1996..
 FL1844.No horizontal observational check was made to the station.
 FL1844
 FL1844.The orthometric height was scaled from a topographic map.
 FL1844
 FL1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1844
 FL1844.The geoid height was determined by GEOID03.
 FL1844
 FL1844;                    North         East     Units Scale Factor Converg.
 FL1844;SPC TX N     - 1,180,187.765   188,874.003   MT  0.99991733   -0 04 16.3
 FL1844;SPC TX N     - 3,871,999.36    619,664.12   sFT  0.99991733   -0 04 16.3
 FL1844;UTM  14      - 3,945,432.881   262,467.357   MT  1.00029533   -1 31 42.3
 FL1844
 FL1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1844!SPC TX N     -   0.99985097  x   0.99991733  =   0.99976831
 FL1844!UTM  14      -   0.99985097  x   1.00029533  =   1.00014625
 FL1844
 FL1844                          SUPERSEDED SURVEY CONTROL
 FL1844
 FL1844  NAD 83(1993)-  35 37 27.01847(N)    101 37 22.17599(W) AD(       ) 3
 FL1844  NAD 83(1986)-  35 37 27.02389(N)    101 37 22.17024(W) AD(       ) 3
 FL1844  NAD 27      -  35 37 26.86700(N)    101 37 20.54600(W) AD(       ) 3
 FL1844
 FL1844.Superseded values are not recommended for survey control.
 FL1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1844.See file dsdata.txt to determine how the superseded data were derived.
 FL1844
 FL1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE6246745433(NAD 83)
 FL1844_MARKER: P = PIPE CAP
 FL1844_SETTING: 0 = UNSPECIFIED SETTING
 FL1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1844
 FL1844  HISTORY     - Date     Condition        Report By
 FL1844  HISTORY     - 1951     MONUMENTED       CGS
 FL1844  HISTORY     - 1956     GOOD             CGS
 FL1844
 FL1844                          STATION DESCRIPTION
 FL1844
 FL1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1844'LOCATED 1.8 MILES SOUTHWEST OF THE U.S. POST OFFICE IN FRITCH
 FL1844'AND ABOUT 30 YARDS NORTHWEST OF THE CENTERLINE OF TEXAS HIGHWAY
 FL1844'136 NEAR THE POINT WHERE THE HIGHWAY STARTS A SWEEPING CURVE
 FL1844'FROM WEST TO SOUTHWEST.  THERE ARE TWO SMALL BRUSHY TREES 10
 FL1844'FEET SOUTH OF THE STATION.
 FL1844'
 FL1844'STATION IS A CAST IRON CAP ON THE TOP OF A 4 INCH IRON PIPE
 FL1844'WHICH PROJECTS ABOUT 2.8 FEET ABOVE THE SURFACE OF THE GROUND.
 FL1844'THE CAP IS MARKED WITH A LONG LINE NORTH AND SOUTH INDICATING
 FL1844'THE BOUNDARY LINE OF MOORE COUNTY AND A SHORT LINE EXTENDING
 FL1844'EASTWARD AT RIGHT ANGLES INDICATING THE BOUNDARY LINE BETWEEN
 FL1844'CARSON AND HUTCHINSON COUNTIES.
 FL1844'
 FL1844'A TRAVERSE CONNECTION WAS MADE TO STATION FRITCH.
 FL1844
 FL1844                          STATION RECOVERY (1956)
 FL1844
 FL1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FJP)
 FL1844'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FL1844'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1676 ***********************************************************************
 AB1676  DESIGNATION -  HUYIDOS WINDMILL
 AB1676  PID         -  AB1676
 AB1676  STATE/COUNTY-  TX/KENEDY
 AB1676  USGS QUAD   -  ROSITA LAKE NE (1975)
 AB1676
 AB1676                         *CURRENT SURVEY CONTROL
 AB1676  ___________________________________________________________________
 AB1676* NAD 83(1993)-  26 44 42.26011(N)    097 31 51.95712(W)     ADJUSTED  
 AB1676* NAVD 88     -                                                        
 AB1676  ___________________________________________________________________
 AB1676  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 AB1676  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AB1676
 AB1676  HORZ ORDER  -  THIRD
 AB1676
 AB1676.The horizontal coordinates were established by classical geodetic methods
 AB1676.and adjusted by the National Geodetic Survey in February 1996..
 AB1676
 AB1676
 AB1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1676
 AB1676.The geoid height was determined by GEOID03.
 AB1676
 AB1676;                    North         East     Units Scale Factor Converg.
 AB1676;SPC TX S     - 5,119,848.369   396,373.917   MT  0.99990471   +0 26 23.6
 AB1676;SPC TX S     -16,797,369.19  1,300,436.76   sFT  0.99990471   +0 26 23.6
 AB1676;UTM  14      - 2,959,042.929   646,074.051   MT  0.99986343   +0 39 40.2
 AB1676
 AB1676                          SUPERSEDED SURVEY CONTROL
 AB1676
 AB1676  NAD 83(1986)-  26 44 42.27463(N)    097 31 51.92623(W) AD(       ) 4
 AB1676  NAD 27      -  26 44 41.06000(N)    097 31 50.98000(W) AD(       ) 3
 AB1676
 AB1676.Superseded values are not recommended for survey control.
 AB1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1676.See file dsdata.txt to determine how the superseded data were derived.
 AB1676
 AB1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4607459043(NAD 83)
 AB1676_MARKER: 66 = WINDMILL
 AB1676
 AB1676  HISTORY     - Date     Condition        Report By
 AB1676  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1676
 AB1676                          STATION DESCRIPTION
 AB1676
 AB1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1676'LOCATED ON THE NORIAS SECTION OF THE KING RANCH, ABOUT 15 MILES
 AB1676'E OF NORIAS AND 13 MILES N OF THE WILLACY-KENEDY COUNTY LINE.
 AB1676'
 AB1676'TO REACH FROM THE NORIAS RANCH HEADQUARTERS, FROM THE BIG TIN
 AB1676'BARN GO N ON PAVED ROAD 0.1 MILE TO FORK, TAKE RIGHT FORK FOR
 AB1676'0.45 MILE TO GATE AT E ENTRANCE TO RANCH HEADQUARTERS, PASS
 AB1676'THROUGH GATE AND GO 0.85 MILE TO GATE, PASS THROUGH AND GO
 AB1676'2.3 MILES TO FORK IN HARD SURFACE ROAD.  TAKE LEFT FORK AND
 AB1676'GO 4.4 MILES TO GATE, PASS THROUGH AND GO 1.35 MILES TO FORK,
 AB1676'KEEP RIGHT FORK FOR 0.45 MILE TO FORK, KEEP RIGHT AROUND FENCE
 AB1676'ENCLOSURE AND 0.55 MILE TO A METAL GATE ON LEFT AND TRACK ROAD
 AB1676'RIGHT.  TURN RIGHT ONTO TRACK ROAD AND GO 0.4 MILE TO GATE,
 AB1676'PASS THROUGH AND GO ABOUT 300 FT. TO FORK LEFT.  TAKE LEFT
 AB1676'FORK AND GO 0.5 MILE TO WINDMILL ON LEFT AND STATION SITE.
 AB1676'
 AB1676'STATION IS THE CENTER OF A STEEL TOWER WINDMILL, ABOUT 35 FEET
 AB1676'HIGH.  THE WINDMILL IS 25 FT. W OF THE FENCE AND 30 FT. E OF A
 AB1676'ROUND CONCRETE WATER TROUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2040 ***********************************************************************
 BL2040  DESIGNATION -  HYATT LOOKOUT
 BL2040  PID         -  BL2040
 BL2040  STATE/COUNTY-  TX/TYLER
 BL2040  USGS QUAD   -  WARREN (1984)
 BL2040
 BL2040                         *CURRENT SURVEY CONTROL
 BL2040  ___________________________________________________________________
 BL2040* NAD 83(1993)-  30 34 27.65241(N)    094 24 25.45742(W)     ADJUSTED  
 BL2040* NAVD 88     -        40.     (meters)     131.     (feet)  SCALED    
 BL2040  ___________________________________________________________________
 BL2040  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BL2040  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL2040
 BL2040  HORZ ORDER  -  SECOND
 BL2040
 BL2040.The horizontal coordinates were established by classical geodetic methods
 BL2040.and adjusted by the National Geodetic Survey in February 1996..
 BL2040
 BL2040.The orthometric height was scaled from a topographic map.
 BL2040
 BL2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2040
 BL2040.The geoid height was determined by GEOID03.
 BL2040
 BL2040;                    North         East     Units Scale Factor Converg.
 BL2040;SPC TX C     - 3,115,759.155 1,268,161.232   MT  0.99990934   +3 03 08.5
 BL2040;SPC TX C     -10,222,286.49  4,160,625.64   sFT  0.99990934   +3 03 08.5
 BL2040;UTM  15      - 3,383,273.375   365,072.887   MT  0.99982459   -0 42 57.0
 BL2040
 BL2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2040!SPC TX C     -   0.99999807  x   0.99990934  =   0.99990741
 BL2040!UTM  15      -   0.99999807  x   0.99982459  =   0.99982266
 BL2040
 BL2040:                Primary Azimuth Mark                     Grid Az
 BL2040:SPC TX C     -  HYATT LOOKOUT AZ MK                      070 04 09.5
 BL2040:UTM  15      -  HYATT LOOKOUT AZ MK                      073 50 15.0
 BL2040
 BL2040|---------------------------------------------------------------------|
 BL2040| PID    Reference Object                     Distance      Geod. Az  |
 BL2040|                                                           dddmmss.s |
 BL2040| CV7775 HYATT LOOKOUT AZ MK                                0730718.0 |
 BL2040|---------------------------------------------------------------------|
 BL2040
 BL2040                          SUPERSEDED SURVEY CONTROL
 BL2040
 BL2040  NAD 83(1986)-  30 34 27.66846(N)    094 24 25.44687(W) AD(       ) 2
 BL2040  NAD 27      -  30 34 26.92800(N)    094 24 24.75300(W) AD(       ) 2
 BL2040
 BL2040.Superseded values are not recommended for survey control.
 BL2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2040.See file dsdata.txt to determine how the superseded data were derived.
 BL2040
 BL2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6507383273(NAD 83)
 BL2040_MARKER: DS = TRIANGULATION STATION DISK
 BL2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2040
 BL2040  HISTORY     - Date     Condition        Report By
 BL2040  HISTORY     - 1935     MONUMENTED       CGS
 BL2040  HISTORY     - 1952     GOOD             CGS
 BL2040
 BL2040                          STATION DESCRIPTION
 BL2040
 BL2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2040'THIS INTERSECTION STATION IS LOCATED ABOUT 2.5 MILES S OF WARREN
 BL2040'AND 0.5 MILE W OF STATE HIGHWAY 40.  STATION MARK IS CENTERED
 BL2040'UNDER THE BOLT IN THE APEX OF THE ROOF OF THE LOOKOUT HOUSE.
 BL2040'THE DISTANCE TO THE INSIDE CORNERS OF THE CONCRETE FOOTINGS
 BL2040'ARE AS FOLLOWS--TO THE SE FOOTING, 14.03 FEET.  TO THE SW
 BL2040'FOOTING, 14.26 FEET.  TO THE NW FOOTING, 14.44 FEET.  TO THE
 BL2040'NE FOOTING, 14.25 FEET.  THE MARK IS 10 INCHES BELOW THE
 BL2040'SURFACE OF THE GROUND.
 BL2040'
 BL2040'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 BL2040'DISKS SET IN CONCRETE.
 BL2040'
 BL2040'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE E OF THE STATION,
 BL2040'21 FEET S OF THE CENTER LINE OF DIRT ROAD LEADING TO LOOKOUT,
 BL2040'AND 2 FEET W OF THE FENCE ON THE W SIDE OF THE RAILROAD.  THE
 BL2040'MARK PROJECTS 4 INCHES.
 BL2040
 BL2040                          STATION RECOVERY (1952)
 BL2040
 BL2040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2040'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF WARREN ON
 BL2040'LAND DONATED TO THE STATE BY MR. JOHN H. KIRBY.  IT IS A
 BL2040'4-LEGGED STEEL STRUCTURE SUPPORTING THE CAB PROPER HAVING AN
 BL2040'OVERALL HEIGHT OF 112 FEET.  THE APEX OF THE ROOF WAS THE POINT
 BL2040'OBSERVED UPON.
 BL2040'
 BL2040'THIS STATION HAS NOT BEEN OCCUPIED, THE DISK IS A STANDARD
 BL2040'U.S. COAST AND GEODETIC SURVEY STATION MARK DISK CENTRALLY
 BL2040'LOCATED BENEATH THE LOOKOUT TOWER.  IT IS 97 FEET SOUTHWEST
 BL2040'OF A WINDMILL, 76 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BL2040'OFFICE AND WAREHOUSE BUILDING AND 20 FEET SOUTHEAST OF A
 BL2040'TELEPHONE POLE.  IT IS SET 6 INCHES BELOW THE SURFACE OF THE
 BL2040'GROUND AND IS STAMPED HYATT LOOKOUT 1935
 BL2040'
 BL2040'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 18 FEET
 BL2040'SOUTH OF THE CENTER OF A CATTLE GUARD, 10 FEET EAST OF THE CENTER
 BL2040'OF A TRACK ROAD AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 BL2040'IT PROJECTS 2 INCHES AND IS STAMPED HYATT LOOKOUT AZIMUTH 1935.
 BL2040'
 BL2040'TO REACH THE STATION FROM THE POST OFFICE IN WARREN GO SOUTHERLY
 BL2040'ON U.S. HIGHWAYS 69 AND 287 FOR 2.6 MILES TO A T ROAD RIGHT
 BL2040'TURN RIGHT AND GO WEST FOR 0.15 MILE TO THE AZIMUTH MARK
 BL2040'ON THE LEFT AS DESCRIBED, CONTINUE WEST FOR 0.35 MILE TO THE
 BL2040'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0719 ***********************************************************************
 BZ0719  DESIGNATION -  HYD 1
 BZ0719  PID         -  BZ0719
 BZ0719  STATE/COUNTY-  TX/MCLENNAN
 BZ0719  USGS QUAD   -  WACO WEST (1975)
 BZ0719
 BZ0719                         *CURRENT SURVEY CONTROL
 BZ0719  ___________________________________________________________________
 BZ0719* NAD 83(1986)-  31 33 27.     (N)    097 07 31.     (W)     SCALED    
 BZ0719* NAVD 88     -       123.635  (meters)     405.63   (feet)  ADJUSTED  
 BZ0719  ___________________________________________________________________
 BZ0719  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BZ0719  DYNAMIC HT  -         123.480 (meters)     405.12  (feet)  COMP
 BZ0719  MODELED GRAV-     979,387.7   (mgal)                       NAVD 88
 BZ0719
 BZ0719  VERT ORDER  -  FIRST     CLASS II
 BZ0719
 BZ0719.The horizontal coordinates were scaled from a topographic map and have
 BZ0719.an estimated accuracy of +/- 6 seconds.
 BZ0719
 BZ0719.The orthometric height was determined by differential leveling
 BZ0719.and adjusted by the National Geodetic Survey in June 1991..
 BZ0719
 BZ0719.The geoid height was determined by GEOID03.
 BZ0719
 BZ0719.The dynamic height is computed by dividing the NAVD 88
 BZ0719.geopotential number by the normal gravity value computed on the
 BZ0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0719.degrees latitude (g = 980.6199 gals.).
 BZ0719
 BZ0719.The modeled gravity was interpolated from observed gravity values.
 BZ0719
 BZ0719;                    North         East    Units  Estimated Accuracy
 BZ0719;SPC TX C     - 3,214,000.    1,004,520.      MT  (+/- 180 meters Scaled)
 BZ0719
 BZ0719                          SUPERSEDED SURVEY CONTROL
 BZ0719
 BZ0719  NGVD 29 (??/??/92)  123.578  (m)          405.44   (f) ADJ UNCH    1 2
 BZ0719
 BZ0719.Superseded values are not recommended for survey control.
 BZ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0719.See file dsdata.txt to determine how the superseded data were derived.
 BZ0719
 BZ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV779929(NAD 83)
 BZ0719_MARKER: Z = SEE DESCRIPTION
 BZ0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0719_SP_SET: HYDRANT
 BZ0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0719
 BZ0719  HISTORY     - Date     Condition        Report By
 BZ0719  HISTORY     - UNK      MONUMENTED       CGS
 BZ0719  HISTORY     - 1935     GOOD             NGS
 BZ0719  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0719  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0719
 BZ0719                          STATION DESCRIPTION
 BZ0719
 BZ0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BZ0719'IN WACO.
 BZ0719'AT WACO, MCLENNAN COUNTY, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 BZ0719'OF SOUTH FIRST AND JACKSON STREETS, AT A HYDRANT.  THE TOP OF THE
 BZ0719'HYDRANT.
 BZ0719
 BZ0719                          STATION RECOVERY (1980)
 BZ0719
 BZ0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0719'MARK NOT FOUND.
 BZ0719
 BZ0719                          STATION RECOVERY (1995)
 BZ0719
 BZ0719'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0759 ***********************************************************************
 BN0759  DESIGNATION -  HYDE
 BN0759  PID         -  BN0759
 BN0759  STATE/COUNTY-  TX/KERR
 BN0759  USGS QUAD   -  OLD NOXVILLE (1974)
 BN0759
 BN0759                         *CURRENT SURVEY CONTROL
 BN0759  ___________________________________________________________________
 BN0759* NAD 83(1993)-  30 15 16.92655(N)    099 27 42.45712(W)     ADJUSTED  
 BN0759* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 BN0759  ___________________________________________________________________
 BN0759  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 BN0759  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BN0759
 BN0759  HORZ ORDER  -  THIRD
 BN0759
 BN0759.The horizontal coordinates were established by classical geodetic methods
 BN0759.and adjusted by the National Geodetic Survey in February 1996..
 BN0759
 BN0759.The orthometric height was scaled from a topographic map.
 BN0759
 BN0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0759
 BN0759.The geoid height was determined by GEOID03.
 BN0759
 BN0759;                    North         East     Units Scale Factor Converg.
 BN0759;SPC TXSC     - 4,268,450.489   555,557.948   MT  0.99999185   -0 13 34.5
 BN0759;SPC TXSC     -14,004,074.65  1,822,693.03   sFT  0.99999185   -0 13 34.5
 BN0759;SPC TX C     - 3,065,516.539   783,872.345   MT  0.99996602   +0 26 56.0
 BN0759;SPC TX C     -10,057,448.85  2,571,754.52   sFT  0.99996602   +0 26 56.0
 BN0759;UTM  14      - 3,347,099.129   455,575.009   MT  0.99962435   -0 13 57.6
 BN0759
 BN0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0759!SPC TXSC     -   0.99990055  x   0.99999185  =   0.99989240
 BN0759!SPC TX C     -   0.99990055  x   0.99996602  =   0.99986657
 BN0759!UTM  14      -   0.99990055  x   0.99962435  =   0.99952493
 BN0759
 BN0759|---------------------------------------------------------------------|
 BN0759| PID    Reference Object                     Distance      Geod. Az  |
 BN0759|                                                           dddmmss.s |
 BN0759| BN0762 CHIMNEY NEAR STATION HYDE            40.851 METERS 01914     |
 BN0759| CV5236 HYDE RM 1                            22.014 METERS 12453     |
 BN0759| CV5237 HYDE RM 2                            20.020 METERS 21239     |
 BN0759| BN0761 WINDMILL NEAR STATION HYDE          172.056 METERS 33812     |
 BN0759|---------------------------------------------------------------------|
 BN0759
 BN0759                          SUPERSEDED SURVEY CONTROL
 BN0759
 BN0759  NAD 83(1986)-  30 15 16.93379(N)    099 27 42.44503(W) AD(       ) 3
 BN0759  NAD 27      -  30 15 16.23000(N)    099 27 41.25600(W) AD(       ) 3
 BN0759
 BN0759.Superseded values are not recommended for survey control.
 BN0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0759.See file dsdata.txt to determine how the superseded data were derived.
 BN0759
 BN0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU5557547099(NAD 83)
 BN0759_MARKER: DS = TRIANGULATION STATION DISK
 BN0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0759
 BN0759  HISTORY     - Date     Condition        Report By
 BN0759  HISTORY     - 1944     MONUMENTED       CGS
 BN0759  HISTORY     - 1974     MARK NOT FOUND   USGS
 BN0759
 BN0759                          STATION DESCRIPTION
 BN0759
 BN0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0759'STATION IS LOCATED 14 MILES, AIR LINE, WSW OF HARPER, 8 MILES,
 BN0759'AIR LINE, NW OF MOUNTAIN HOME, AND 2.25 MILES S OF THE KERR-KIMBLE
 BN0759'COUNTY LINE.  IT IS ON THE PROPERTY OWNED BY MR. WALTER HYDE,
 BN0759'ON THE S SIDE OF STATE HIGHWAY 27.  IT IS 37 FEET NW OF THE
 BN0759'CENTER LINE OF STATE HIGHWAY 27, 6 FEET NW OF THE RIGHT-OF-WAY
 BN0759'FENCE, 10 FEET NE OF THE YARD GATE, AND ABOUT 200 FEET SE
 BN0759'OF AND DIRECTLY IN FRONT OF THE RANCH HOUSE.
 BN0759'
 BN0759'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BN0759'CONCRETE POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 BN0759'IT IS STAMPED HYDE 1944.  UNDERGROUND MARK 30 INCHES DOWN.
 BN0759'
 BN0759'REFERENCE MARK 1 IS 1 FOOT NW OF THE RIGHT-OF-WAY FENCE.
 BN0759'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE
 BN0759'POST THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS
 BN0759'STAMPED HYDE NO 1 1944.
 BN0759'
 BN0759'REFERENCE MARK 2 IS 1 FOOT SE OF THE S RIGHT-OF-WAY FENCE.
 BN0759'IT IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE
 BN0759'POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS
 BN0759'STAMPED HYDE NO 2 1944.
 BN0759'
 BN0759'AZIMUTH MARK IS 32 FEET N OF THE CENTER LINE OF STATE HIGHWAY
 BN0759'27 AND 9 FEET SSE OF A 4- BY 4-INCH WOODEN MARKER POST.  IT
 BN0759'IS A BRONZE AZIMUTH DISK SET IN A SQUARE-TOPPED CONCRETE
 BN0759'POST THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS
 BN0759'STAMPED HYDE 1944.
 BN0759'
 BN0759'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 27
 BN0759'AND 41 IN MOUNTAIN HOME, GO NW ON STATE HIGHWAY 27 FOR 8.7
 BN0759'MILES TO THE O. JONES MAIL BOX AND STATION ON THE RIGHT.
 BN0759'
 BN0759'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 BN0759
 BN0759                          STATION RECOVERY (1974)
 BN0759
 BN0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (CHS)
 BN0759'SEARCHED FOR AND NOT FOUND.  BELIEVED DESTROYED BY ROW CONSTRUCTION
 BN0759'OF IH 10.
 BN0759'
 BN0759'NOTE--STATION CHIMNEY NEAR STATION HYDE.  HOUSE HAS BEEN
 BN0759'DESTROYED BY CONSTRUCTION OF IH 10
 BN0759'
 BN0759'NOTE--STATION WINDMILL NEAR STATION HYDE NOT ABLE TO LOCATE
 BN0759'DUE TO THE LOSS OF STATION HYDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0735 ***********************************************************************
 BZ0735  DESIGNATION -  HYDRANT 2
 BZ0735  PID         -  BZ0735
 BZ0735  STATE/COUNTY-  TX/MCLENNAN
 BZ0735  USGS QUAD   -  WACO WEST (1975)
 BZ0735
 BZ0735                         *CURRENT SURVEY CONTROL
 BZ0735  ___________________________________________________________________
 BZ0735* NAD 83(1986)-  31 32 53.     (N)    097 08 10.     (W)     SCALED    
 BZ0735* NAVD 88     -       130.449  (meters)     427.98   (feet)  ADJUSTED  
 BZ0735  ___________________________________________________________________
 BZ0735  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BZ0735  DYNAMIC HT  -         130.285 (meters)     427.44  (feet)  COMP
 BZ0735  MODELED GRAV-     979,385.1   (mgal)                       NAVD 88
 BZ0735
 BZ0735  VERT ORDER  -  FIRST     CLASS II
 BZ0735
 BZ0735.The horizontal coordinates were scaled from a topographic map and have
 BZ0735.an estimated accuracy of +/- 6 seconds.
 BZ0735
 BZ0735.The orthometric height was determined by differential leveling
 BZ0735.and adjusted by the National Geodetic Survey in June 1991..
 BZ0735
 BZ0735.The geoid height was determined by GEOID03.
 BZ0735
 BZ0735.The dynamic height is computed by dividing the NAVD 88
 BZ0735.geopotential number by the normal gravity value computed on the
 BZ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0735.degrees latitude (g = 980.6199 gals.).
 BZ0735
 BZ0735.The modeled gravity was interpolated from observed gravity values.
 BZ0735
 BZ0735;                    North         East    Units  Estimated Accuracy
 BZ0735;SPC TX C     - 3,212,930.    1,003,520.      MT  (+/- 180 meters Scaled)
 BZ0735
 BZ0735                          SUPERSEDED SURVEY CONTROL
 BZ0735
 BZ0735  NGVD 29 (??/??/92)  130.391  (m)          427.79   (f) ADJ UNCH    1 2
 BZ0735
 BZ0735.Superseded values are not recommended for survey control.
 BZ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0735.See file dsdata.txt to determine how the superseded data were derived.
 BZ0735
 BZ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV769918(NAD 83)
 BZ0735_MARKER: Z = SEE DESCRIPTION
 BZ0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0735_SP_SET: HYDRANT
 BZ0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0735+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 BZ0735
 BZ0735  HISTORY     - Date     Condition        Report By
 BZ0735  HISTORY     - UNK      MONUMENTED       CGS
 BZ0735  HISTORY     - 1935     GOOD             NGS
 BZ0735  HISTORY     - 19950715 GOOD             USPSQD
 BZ0735  HISTORY     - 20010317 GOOD             USPSQD
 BZ0735  HISTORY     - 20031012 GOOD             USPSQD
 BZ0735
 BZ0735                          STATION DESCRIPTION
 BZ0735
 BZ0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BZ0735'IN WACO.
 BZ0735'AT WACO, MCLENNAN COUNTY, AT THE NORTHWEST CORNER OF THE INTERSECTION
 BZ0735'OF THIRTEENTH AND JACKSON STREETS, AT A HYDRANT.
 BZ0735
 BZ0735                          STATION RECOVERY (1995)
 BZ0735
 BZ0735'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0735'RECOVERED IN GOOD CONDITION.
 BZ0735
 BZ0735                          STATION RECOVERY (2001)
 BZ0735
 BZ0735'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ0735'RECOVERED IN GOOD CONDITION.
 BZ0735
 BZ0735                          STATION RECOVERY (2003)
 BZ0735
 BZ0735'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ0735'THIS APPEARS TO BE THE HIGHEST POINT ON THE TOP OF AN OLD FIRE
 BZ0735'HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0647 ***********************************************************************
 BN0647  DESIGNATION -  HYE
 BN0647  PID         -  BN0647
 BN0647  STATE/COUNTY-  TX/BLANCO
 BN0647  USGS QUAD   -  HYE (1961)
 BN0647
 BN0647                         *CURRENT SURVEY CONTROL
 BN0647  ___________________________________________________________________
 BN0647* NAD 83(1993)-  30 14 43.97759(N)    098 33 11.77350(W)     ADJUSTED  
 BN0647* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 BN0647  ___________________________________________________________________
 BN0647  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 BN0647  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 BN0647
 BN0647  HORZ ORDER  -  SECOND
 BN0647
 BN0647.The horizontal coordinates were established by classical geodetic methods
 BN0647.and adjusted by the National Geodetic Survey in February 1996..
 BN0647
 BN0647.The orthometric height was scaled from a topographic map.
 BN0647
 BN0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0647
 BN0647.The geoid height was determined by GEOID03.
 BN0647
 BN0647;                    North         East     Units Scale Factor Converg.
 BN0647;SPC TX C     - 3,065,544.101   871,314.465   MT  0.99996809   +0 55 00.6
 BN0647;SPC TX C     -10,057,539.27  2,858,637.54   sFT  0.99996809   +0 55 00.6
 BN0647;SPC TXSC     - 4,267,430.261   642,996.201   MT  0.99998930   +0 13 07.9
 BN0647;SPC TXSC     -14,000,727.45  2,109,563.37   sFT  0.99998930   +0 13 07.9
 BN0647;UTM  14      - 3,346,079.116   542,979.783   MT  0.99962279   +0 13 30.1
 BN0647
 BN0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0647!SPC TX C     -   0.99993139  x   0.99996809  =   0.99989948
 BN0647!SPC TXSC     -   0.99993139  x   0.99998930  =   0.99992069
 BN0647!UTM  14      -   0.99993139  x   0.99962279  =   0.99955420
 BN0647
 BN0647:                Primary Azimuth Mark                     Grid Az
 BN0647:SPC TX C     -  HYE AZ MK                                082 54 08.3
 BN0647:SPC TXSC     -  HYE AZ MK                                083 36 01.0
 BN0647:UTM  14      -  HYE AZ MK                                083 35 38.8
 BN0647
 BN0647|---------------------------------------------------------------------|
 BN0647| PID    Reference Object                     Distance      Geod. Az  |
 BN0647|                                                           dddmmss.s |
 BN0647| CV5238 HYE AZ MK                                          0834908.9 |
 BN0647| CV5239 HYE RM 1                              9.508 METERS 08409     |
 BN0647| CV5240 HYE RM 2                              9.145 METERS 25758     |
 BN0647|---------------------------------------------------------------------|
 BN0647
 BN0647                          SUPERSEDED SURVEY CONTROL
 BN0647
 BN0647  NAD 83(1986)-  30 14 43.98809(N)    098 33 11.75861(W) AD(       ) 2
 BN0647  NAD 27      -  30 14 43.26660(N)    098 33 10.65780(W) AD(       ) 2
 BN0647
 BN0647.Superseded values are not recommended for survey control.
 BN0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0647.See file dsdata.txt to determine how the superseded data were derived.
 BN0647
 BN0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU4298046079(NAD 83)
 BN0647_MARKER: DS = TRIANGULATION STATION DISK
 BN0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0647_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0647
 BN0647  HISTORY     - Date     Condition        Report By
 BN0647  HISTORY     - 1956     MONUMENTED       CGS
 BN0647  HISTORY     - 1964     GOOD             CGS
 BN0647  HISTORY     - 20060130 MARK NOT FOUND   USPSQD
 BN0647
 BN0647                          STATION DESCRIPTION
 BN0647
 BN0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0647'THE STATION IS ABOUT 1 MILE EAST OF HYE, 1/2 MILE WEST
 BN0647'OF THE JUNCTION OF U.S. HIGHWAY 290 AND FARM ROAD 1320 AND
 BN0647'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 290.  IT IS 49 FEET
 BN0647'SOUTH OF THE CENTER OF THE HIGHWAY, 23 FEET NORTHEAST OF
 BN0647'A TELEPHONE POLE, 6 FEET NORTHWEST OF A 4 IN X 4 IN WHITE
 BN0647'WITNESS POST AND 5 FEET NORTH OF A FENCE.
 BN0647'
 BN0647'TO REACH THE STATION FROM THE POST OFFICE IN HYE, GO EAST
 BN0647'ON U.S. HIGHWAY 290 FOR 1.0 MILE TO THE STATION ON THE RIGHT.
 BN0647'CONTINUE EAST ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH
 BN0647'MARK ON THE LEFT.
 BN0647'
 BN0647'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 BN0647'HYE 1956.
 BN0647'
 BN0647'REFERENCE MARK 1 IS 51 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 BN0647'AND 2 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 5 INCHES,
 BN0647'AND THE DISK IS STAMPED HYE NO 1 1956.
 BN0647'
 BN0647'REFERENCE MARK 2 IS 50 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 BN0647'AND 4 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 4 INCHES,
 BN0647'AND THE DISK IS STAMPED HYE NO 2 1956.
 BN0647'
 BN0647'THE AZIMUTH MARK IS 48 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 BN0647'3 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST AND 3 FEET
 BN0647'SOUTH OF A FENCE.  THE MARK PROJECTS 2 INCHES, AND THE DISK
 BN0647'IS STAMPED HYE 1956.
 BN0647
 BN0647                          STATION RECOVERY (1964)
 BN0647
 BN0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 BN0647'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 BN0647'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 BN0647
 BN0647                          STATION RECOVERY (2006)
 BN0647
 BN0647'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0647'THIS IS FOUR LANE HWY.  49 FEET FROM CENTERLINE OF HWY. IS ON THE
 BN0647'SLOPE OF THE HWY. CUT.  THE MARK WAS PROBABLY DESTROYED DURING
 BN0647'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0939 ***********************************************************************
 CU0939  DESIGNATION -  HYLTON
 CU0939  PID         -  CU0939
 CU0939  STATE/COUNTY-  TX/NOLAN
 CU0939  USGS QUAD   -  CHURCH PEAK (1967)
 CU0939
 CU0939                         *CURRENT SURVEY CONTROL
 CU0939  ___________________________________________________________________
 CU0939* NAD 83(1993)-  32 06 23.94191(N)    100 13 36.55308(W)     ADJUSTED  
 CU0939* NAVD 88     -       753.     (meters)    2470.     (feet)  SCALED    
 CU0939  ___________________________________________________________________
 CU0939  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 CU0939  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CU0939
 CU0939  HORZ ORDER  -  FIRST
 CU0939
 CU0939.The horizontal coordinates were established by classical geodetic methods
 CU0939.and adjusted by the National Geodetic Survey in February 1996..
 CU0939
 CU0939.The orthometric height was scaled from a topographic map.
 CU0939
 CU0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0939
 CU0939.The geoid height was determined by GEOID03.
 CU0939
 CU0939;                    North         East     Units Scale Factor Converg.
 CU0939;SPC TXNC     - 2,050,130.931   437,022.601   MT  1.00000750   -0 56 30.5
 CU0939;SPC TXNC     - 6,726,137.90  1,433,798.32   sFT  1.00000750   -0 56 30.5
 CU0939;SPC TX C     - 3,270,508.831   710,053.762   MT  1.00006763   +0 03 17.5
 CU0939;SPC TX C     -10,729,994.39  2,329,568.05   sFT  1.00006763   +0 03 17.5
 CU0939;UTM  14      - 3,552,915.900   384,250.722   MT  0.99976523   -0 39 07.6
 CU0939
 CU0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0939!SPC TXNC     -   0.99988579  x   1.00000750  =   0.99989328
 CU0939!SPC TX C     -   0.99988579  x   1.00006763  =   0.99995341
 CU0939!UTM  14      -   0.99988579  x   0.99976523  =   0.99965104
 CU0939
 CU0939:                Primary Azimuth Mark                     Grid Az
 CU0939:SPC TXNC     -  HYLTON AZ MK                             031 29 08.1
 CU0939:SPC TX C     -  HYLTON AZ MK                             030 29 20.1
 CU0939:UTM  14      -  HYLTON AZ MK                             031 11 45.2
 CU0939
 CU0939|---------------------------------------------------------------------|
 CU0939| PID    Reference Object                     Distance      Geod. Az  |
 CU0939|                                                           dddmmss.s |
 CU0939| CX8352 HYLTON AZ MK                                       0303237.6 |
 CU0939| CX8355 HYLTON RM 3                          10.075 METERS 13809     |
 CU0939| CX8353 HYLTON RM 1                          10.943 METERS 23055     |
 CU0939| CX8354 HYLTON RM 2                           9.020 METERS 34229     |
 CU0939|---------------------------------------------------------------------|
 CU0939
 CU0939                          SUPERSEDED SURVEY CONTROL
 CU0939
 CU0939  NAD 83(1986)-  32 06 23.94768(N)    100 13 36.54044(W) AD(       ) 1
 CU0939  NAD 27      -  32 06 23.46400(N)    100 13 35.19300(W) AD(       ) 1
 CU0939
 CU0939.Superseded values are not recommended for survey control.
 CU0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0939.See file dsdata.txt to determine how the superseded data were derived.
 CU0939
 CU0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA8425152916(NAD 83)
 CU0939_MARKER: DS = TRIANGULATION STATION DISK
 CU0939_SETTING: 80 = SET IN A BOULDER
 CU0939_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CU0939
 CU0939  HISTORY     - Date     Condition        Report By
 CU0939  HISTORY     - 1935     MONUMENTED       CGS
 CU0939  HISTORY     - 1938     GOOD             TXHD
 CU0939  HISTORY     - 1958     GOOD             CGS
 CU0939  HISTORY     - 1961     GOOD             CGS
 CU0939
 CU0939                          STATION DESCRIPTION
 CU0939
 CU0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CU0939'STATION IS LOCATED ON THE HIGHEST POINT OF A FLAT-TOPPED
 CU0939'RIDGE, HIGHEST POINT IN VICINITY, 1.5 MILES SW OF HYLTON,
 CU0939'5.75 MILES ENE OF BLACKWELL.  MARK IS 20 FEET N OF E-W FENCE,
 CU0939'30 FEET NW OF OLD GATE.
 CU0939'
 CU0939'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 CU0939'IN DRILL HOLES IN BOULDERS.
 CU0939'
 CU0939'NO AZIMUTH MARK WAS ESTABLISHED.  NO POINT IN VALLEY WITHIN
 CU0939'5 MILES WAS VISIBLE FROM THE GROUND FROM STATION.
 CU0939'
 CU0939'TO REACH THE STATION FROM MAIN INTERSECTION IN BLACKWELL,
 CU0939'GO E FOR 0.35 MILE ON GRADED ROAD TO CORNER, THENCE LEFT
 CU0939'(N) 0.45 MILE TO CORNER, THENCE RIGHT (E) FOR 2.25 MILES,
 CU0939'THENCE LEFT (N) 0.9 MILE TO T-ROAD, THENCE RIGHT (EASTERLY AND
 CU0939'NORTHERLY) 1.2 MILES, THENCE RIGHT (E) 0.55 MILE TO POINT AT
 CU0939'WHICH ROAD TURNS N.  LEAVE ROAD, CONTINUE E FOR 100 FEET,
 CU0939'THENCE RIGHT (S) INTO LANE, GO 0.2 MILE TO PLANK GATE, THENCE
 CU0939'LEFT (E) IN LANE FOR 0.25 MILE TO KEATING HOME.  STATION IS
 CU0939'ABOUT 1 MILE ESE OF THIS POINT (A FENCE CROSSING RIDGE NEAR
 CU0939'STATION MAY BE SEEN).  GO THROUGH GATE AND PASS TO N OF
 CU0939'BARN.  CONTINUE EASTERLY ACROSS PASTURE FOR 0.45 MILE TO NE
 CU0939'CORNER OF CULTIVATED FIELD.  BEAR TO RIGHT FOR 0.3 MILE TO
 CU0939'NEAREST TOE OF HILL AND END OF TRUCK TRAVEL.  CONTINUE
 CU0939'SOUTHEASTERLY TO SUMMIT AND STATION.
 CU0939'
 CU0939'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CU0939
 CU0939                          STATION RECOVERY (1938)
 CU0939
 CU0939'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU0939'DESCRIPTION IS SATISFACTORY.  STATION AND REFERENCE MARKS
 CU0939'WERE FOUND IN GOOD CONDITION.  NO ATTEMPT MADE TO RECOVER
 CU0939'THE AZIMUTH MARK.
 CU0939
 CU0939                          STATION RECOVERY (1958)
 CU0939
 CU0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 CU0939'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CU0939'CONDITION.
 CU0939'
 CU0939'R.M. NO. 1 IS ABOUT 2-1/2 FEET NORTH OF THE EAST-WEST FENCE
 CU0939'LINE AND IS ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 CU0939'
 CU0939'TO REACH THE STATION FROM BLACKWELL, FROM THE JUNCTION OF
 CU0939'STATE HIGHWAY 70 AND FARM ROAD 1170, GO EAST, NORTH AND EAST
 CU0939'ON FARM ROAD 1170 FOR 5.15 MILES TO ANGLING CROSSROADS, TURN RIGHT
 CU0939'AND GO EAST FOR 0.25 MILE TO A CATTLE GUARD ON THE RIGHT, TURN RIGHT
 CU0939'ACROSS CATTLE GUARD THEN TURN RIGHT AND GO SOUTH FOR 0.2 MILE,
 CU0939'TURN LEFT JUST BEFORE REACHING A CATTLE GUARD AND GO NORTHEAST
 CU0939'AND EAST FOR 0.35 MILE TO FORKS, TAKE LEFT FORK STRAIGHT
 CU0939'AHEAD FOR 0.6 MILE TO WEST BASE OF RIDGE AND END OF TRUCK
 CU0939'TRAVEL.  PACK SOUTHEAST ABOUT 1/2 MILE TO STATION.
 CU0939'
 CU0939'THERE IS A PRODUCING OIL WELL AND STORAGE TANKS ABOUT 0.15
 CU0939'MILE NORTHEAST OF THE STATION.  IT WOULD BE POSSIBLE TO DRIVE
 CU0939'TO THE STATION BUT THE ROAD WAS NOT INVESTIGATED.
 CU0939
 CU0939                          STATION RECOVERY (1961)
 CU0939
 CU0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CU0939'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CU0939'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 CU0939'VERIFIED.  AN AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE
 CU0939'ESTABLISHED BY THIS PARTY.  A NEW AND COMPLETE DESCRIPTION
 CU0939'FOLLOWS.
 CU0939'
 CU0939'THE STATION IS ON A HIGH FLAT-TOPPED RIDGE APPROXIMATELY
 CU0939'8 MILES NORTHWEST OF WINGATE, 2 MILES SOUTHWEST OF HYLTON AND
 CU0939'ON PROPERTY OWNED BY MR. R.C. WATTS OF HYLTON.
 CU0939'
 CU0939'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 277
 CU0939'AND FARM ROAD 53 APPROXIMATELY 3 MILES NORTHWEST OF WINGATE,
 CU0939'GO NORTHWEST ON FARM ROAD 53 FOR 4.2 MILES TO THE INTERSECTION
 CU0939'OF FARM ROADS 53 AND 1170.  TURN LEFT, WEST, ON FARM ROAD
 CU0939'1170 FOR 1.25 MILES TO A SIDE ROAD AND A LARGE TWO-STORY
 CU0939'HOUSE ON THE LEFT.  CONTINUE WEST ON FARM ROAD 1170 FOR 0.35
 CU0939'MILE TO A METAL FRAMED WIRE GATE ON THE LEFT.  TURN LEFT,
 CU0939'PASS THROUGH THE GATE, AND GO SOUTHWEST AND WEST ON A BLADED
 CU0939'ROAD FOR 0.2 MILE TO A FARM HOUSE.  TURN LEFT, SOUTH, ON
 CU0939'A NARROW FARM ROAD FOR 0.45 MILE TO A WIRE GATE.  PASS
 CU0939'THROUGH THE GATE, CONTINUE STRAIGHT AHEAD AT A FORK, AND GO
 CU0939'SOUTH ON THE FARM ROAD FOR 0.6 MILE TO A WINDMILL AND TANK
 CU0939'ON THE RIGHT.  CONTINUE SOUTH, UP DRAW, ON THE FARM ROAD FOR
 CU0939'0.25 MILE TO WHERE THE ROAD BEARS SHARP RIGHT ACROSS A
 CU0939'DRAINAGE DITCH.  CROSS THE DRAINAGE DITCH AND GO WEST,
 CU0939'UPHILL, ON A DIM TRACK ROAD FOR 0.5 MILE TO THE TOP OF THE
 CU0939'RIDGE.  (TURN RIGHT, NORTH, ALONG TOP OF RIDGE FOR 0.15
 CU0939'MILE TO A SMALL ROCK LEDGE AND THE AZIMUTH MARK) TURN
 CU0939'LEFT, SOUTH AND SOUTHWEST ALONG THE TOP RIDGE FOR 0.3
 CU0939'MILE TO A WIRE GATE AND THE STATION.
 CU0939'
 CU0939'STATION MARK IS A STANDARD DISK STAMPED HYLTON 1935, CEMENTED
 CU0939'IN A DRILL HOLE IN A SMALL TOPPED BOULDER WHICH PROJECTS
 CU0939'2 INCHES.  IT IS 40 FEET NORTHWEST OF THE CENTER OF THE WIRE
 CU0939'GATE AND 25 FEET NORTH OF THE FENCE.
 CU0939'
 CU0939'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HYLTON NO
 CU0939'1 1935, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS APPROXIMATELY
 CU0939'2 INCHES UNDERGROUND.  IT IS 58 FEET WEST OF THE CENTER OF
 CU0939'THE WIRE GATE AND 2.6 FEET NORTH OF THE FENCE.
 CU0939'
 CU0939'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HYLTON NO 2
 CU0939'1935, CEMENTED IN A DRILL HOLE IN A SMALL TOPPED BOULDER
 CU0939'WHICH PROJECTS 3 INCHES.  IT IS 65 FEET NORTHWEST OF THE CENTER
 CU0939'OF THE WIRE GATE AND 54 FEET NORTH OF THE FENCE.
 CU0939'
 CU0939'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HYLTON NO
 CU0939'3 1935 AND IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CU0939'5 INCHES.  IT IS 2 FEET NORTHWEST OF THE WEST GATE POST OF
 CU0939'THE WIRE GATE AND 1 FOOT NORTH OF THE FENCE.
 CU0939'
 CU0939'AZIMUTH MARK IS A STANDARD DISK STAMPED HYLTON 1935 AND IS
 CU0939'CEMENTED IN A DRILL HOLE IN A SMALL LEDGE OF OUTCROPPING
 CU0939'BEDROCK.  IT IS IN THE APPROXIMATE CENTER OF THE RIDGE AND
 CU0939'48 FEET SOUTH OF A 20-INCH TREE WITH A TRIANGLE BLAZE ON THE
 CU0939'SOUTH SIDE.
 CU0939'
 CU0939'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0747 ***********************************************************************
 AB0747  DESIGNATION -  I 1 C CO
 AB0747  PID         -  AB0747
 AB0747  STATE/COUNTY-  TX/CAMERON
 AB0747  USGS QUAD   -  LA FERIA (1970)
 AB0747
 AB0747                         *CURRENT SURVEY CONTROL
 AB0747  ___________________________________________________________________
 AB0747* NAD 83(1986)-  26 09 51.     (N)    097 49 26.     (W)     SCALED    
 AB0747* NAVD 88     -        17.208  (meters)      56.46   (feet)  ADJUSTED  
 AB0747  ___________________________________________________________________
 AB0747  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AB0747  DYNAMIC HT  -          17.180 (meters)      56.36  (feet)  COMP
 AB0747  MODELED GRAV-     979,023.6   (mgal)                       NAVD 88
 AB0747
 AB0747  VERT ORDER  -  SECOND    CLASS 0
 AB0747
 AB0747.The horizontal coordinates were scaled from a topographic map and have
 AB0747.an estimated accuracy of +/- 6 seconds.
 AB0747
 AB0747.The orthometric height was determined by differential leveling
 AB0747.and adjusted by the National Geodetic Survey in June 1991..
 AB0747
 AB0747.The geoid height was determined by GEOID03.
 AB0747
 AB0747.The dynamic height is computed by dividing the NAVD 88
 AB0747.geopotential number by the normal gravity value computed on the
 AB0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0747.degrees latitude (g = 980.6199 gals.).
 AB0747
 AB0747.The modeled gravity was interpolated from observed gravity values.
 AB0747
 AB0747;                    North         East    Units  Estimated Accuracy
 AB0747;SPC TX S     - 5,055,300.      367,600.      MT  (+/- 180 meters Scaled)
 AB0747
 AB0747                          SUPERSEDED SURVEY CONTROL
 AB0747
 AB0747  NGVD 29 (??/??/92)   17.325  (m)           56.84   (f) ADJ UNCH    2 0
 AB0747
 AB0747.Superseded values are not recommended for survey control.
 AB0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0747.See file dsdata.txt to determine how the superseded data were derived.
 AB0747
 AB0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP175943(NAD 83)
 AB0747_MARKER: DD = SURVEY DISK
 AB0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0747_SP_SET: CULVERT
 AB0747_STAMPING: I 1 56.54
 AB0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0747
 AB0747  HISTORY     - Date     Condition        Report By
 AB0747  HISTORY     - UNK      MONUMENTED
 AB0747  HISTORY     - 1942     GOOD             NGS
 AB0747  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0747
 AB0747                          STATION DESCRIPTION
 AB0747
 AB0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0747'0.4 MI N FROM LA FERIA.
 AB0747'TO REACH FROM THE OLD CAMERON BANK BUILDING AT LA FERIA, PROCEED 0.4
 AB0747'MILE NORTHERLY ALONG DUKES HIGHWAY TO A CONCRETE CULVERT AND SITE OF
 AB0747'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF
 AB0747'THE WEST HEADWALL OF A 3X3 FOOT CONCRETE BOX CULVERT UNDER THE
 AB0747'HIGHWAY.  IT IS 55.5 FEET WEST OF AND ACROSS THE HIGHWAY FROM AN
 AB0747'UNDERGROUND IRRIGATION CANAL CONTROL CYLINDER, 15.2 FEET WEST OF AND
 AB0747'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.  A CAMERON COUNTY
 AB0747'SURVEY DISK, STAMPED I 1 56.54 AND SET IN A DRILL HOLE.
 AB0747
 AB0747                          STATION RECOVERY (1981)
 AB0747
 AB0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0747'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0753 ***********************************************************************
 AB0753  DESIGNATION -  I 10
 AB0753  PID         -  AB0753
 AB0753  STATE/COUNTY-  TX/CAMERON
 AB0753  USGS QUAD   -  LA FERIA (1970)
 AB0753
 AB0753                         *CURRENT SURVEY CONTROL
 AB0753  ___________________________________________________________________
 AB0753* NAD 83(1986)-  26 12 34.     (N)    097 49 29.     (W)     SCALED    
 AB0753* NAVD 88     -        14.736  (meters)      48.35   (feet)  ADJUSTED  
 AB0753  ___________________________________________________________________
 AB0753  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AB0753  DYNAMIC HT  -          14.712 (meters)      48.27  (feet)  COMP
 AB0753  MODELED GRAV-     979,027.7   (mgal)                       NAVD 88
 AB0753
 AB0753  VERT ORDER  -  SECOND    CLASS 0
 AB0753
 AB0753.The horizontal coordinates were scaled from a topographic map and have
 AB0753.an estimated accuracy of +/- 6 seconds.
 AB0753
 AB0753.The orthometric height was determined by differential leveling
 AB0753.and adjusted by the National Geodetic Survey in June 1991..
 AB0753
 AB0753.The geoid height was determined by GEOID03.
 AB0753
 AB0753.The dynamic height is computed by dividing the NAVD 88
 AB0753.geopotential number by the normal gravity value computed on the
 AB0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0753.degrees latitude (g = 980.6199 gals.).
 AB0753
 AB0753.The modeled gravity was interpolated from observed gravity values.
 AB0753
 AB0753;                    North         East    Units  Estimated Accuracy
 AB0753;SPC TX S     - 5,060,320.      367,490.      MT  (+/- 180 meters Scaled)
 AB0753
 AB0753                          SUPERSEDED SURVEY CONTROL
 AB0753
 AB0753  NGVD 29 (??/??/92)   14.845  (m)           48.70   (f) ADJ UNCH    2 0
 AB0753
 AB0753.Superseded values are not recommended for survey control.
 AB0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0753.See file dsdata.txt to determine how the superseded data were derived.
 AB0753
 AB0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP174994(NAD 83)
 AB0753_MARKER: DD = SURVEY DISK
 AB0753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0753_SP_SET: CULVERT
 AB0753_STAMPING: I 10 48.56
 AB0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0753
 AB0753  HISTORY     - Date     Condition        Report By
 AB0753  HISTORY     - UNK      MONUMENTED
 AB0753  HISTORY     - 1942     GOOD             NGS
 AB0753  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0753
 AB0753                          STATION DESCRIPTION
 AB0753
 AB0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0753'2.9 MI S FROM SANTA ROSA.
 AB0753'TO REACH FROM THE NORTH SCHOOL AT SANTA ROSA, PROCEED 3.1 (STADIA)
 AB0753'MILES SOUTHERLY ALONG DUKES HIGHWAY TO THE INTERSECTION OF A DIRT
 AB0753'CROSS ROAD AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN
 AB0753'THE CENTER AND TOP OF THE WEST HEADWALL OF A 4 X 5 FOOT CONCRETE BOX
 AB0753'CULVERT UNDER THE HIGHWAY.  IT IS 147.0 FEET NORTH OF THE CENTERLINE
 AB0753'OF A DIRT CROSS ROAD, 17.3 FEET WEST OF AND ABOUT 2.5 FEET BELOW THE
 AB0753'CENTERLINE OF THE HIGHWAY.
 AB0753
 AB0753                          STATION RECOVERY (1988)
 AB0753
 AB0753'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2333 ***********************************************************************
 CS2333  DESIGNATION -  I 10
 CS2333  PID         -  CS2333
 CS2333  STATE/COUNTY-  TX/PARKER
 CS2333  USGS QUAD   -  ALEDO (1981)
 CS2333
 CS2333                         *CURRENT SURVEY CONTROL
 CS2333  ___________________________________________________________________
 CS2333* NAD 83(1986)-  32 40 49.     (N)    097 33 27.     (W)     SCALED    
 CS2333* NAVD 88     -       298.933  (meters)     980.75   (feet)  POSTED    
 CS2333  ___________________________________________________________________
 CS2333  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 CS2333  DYNAMIC HT  -         298.580 (meters)     979.59  (feet)  COMP
 CS2333  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 CS2333
 CS2333  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CS2333
 CS2333.The horizontal coordinates were scaled from a topographic map and have
 CS2333.an estimated accuracy of +/- 6 seconds.
 CS2333
 CS2333.The orthometric height was determined by differential leveling
 CS2333.and adjusted by the National Geodetic Survey in 1992..
 CS2333.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CS2333.rate of 2.1 thru 3.0 mm/km.
 CS2333
 CS2333.The geoid height was determined by GEOID03.
 CS2333
 CS2333.The dynamic height is computed by dividing the NAVD 88
 CS2333.geopotential number by the normal gravity value computed on the
 CS2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2333.degrees latitude (g = 980.6199 gals.).
 CS2333
 CS2333.The modeled gravity was interpolated from observed gravity values.
 CS2333
 CS2333;                    North         East    Units  Estimated Accuracy
 CS2333;SPC TXNC     - 2,112,800.      688,390.      MT  (+/- 180 meters Scaled)
 CS2333
 CS2333                          SUPERSEDED SURVEY CONTROL
 CS2333
 CS2333  NGVD 29 (??/??/92)  298.885  (m)          980.59   (f) ADJ UNCH    1 2
 CS2333
 CS2333.Superseded values are not recommended for survey control.
 CS2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2333.See file dsdata.txt to determine how the superseded data were derived.
 CS2333
 CS2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB352167(NAD 83)
 CS2333_MARKER: DB = BENCH MARK DISK
 CS2333_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CS2333_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CS2333_STAMPING: I 10 ELEV 980.372
 CS2333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2333
 CS2333  HISTORY     - Date     Condition        Report By
 CS2333  HISTORY     - UNK      MONUMENTED       CGS
 CS2333  HISTORY     - 1964     GOOD             NGS
 CS2333  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2333  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2333  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2333
 CS2333                          STATION DESCRIPTION
 CS2333
 CS2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2333'3.4 MI E FROM ALEDO.
 CS2333'ABOUT 3.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS2333'STATION AT ALEDO, AT THE IONA SIDING, ABOUT TWELVE POSES EAST OF MILE
 CS2333'POST 261, ACROSS THE TRACKS FROM A FRAME BUILDING, 46.3 FEET SOUTH OF
 CS2333'AND ABOUT 5.0 FEET HIGHER THAN THE CENTER LINE OF THE MAIN TRACK, 41.0
 CS2333'FEET SOUTHEAST OF A TELEPHONE POLE, 33.0 FEET NORTH OF THE CENTER LINE
 CS2333'OF A ROAD PARALLELING TRACK AND 1.0 FOOT NORTH OF A 4 X 4 IN. MARKER
 CS2333'POST.  A BRONZE DISK SET ON THE END OF AN IRON PIPE WHICH PROJECTS
 CS2333'ABOUT 10 INCHES ABOVE GROUND.  NOTE-- THE BENCH MARK WAS REACHED FROM
 CS2333'ALEDO, BY GOING SOUTHEASTERLY FOR 0.7 MILE TO A ROAD FORK, THENCE LEFT
 CS2333'FORK, EASTERLY, FOR 2.5 MILES TO A T-ROAD JUNCTION OF FARM ROAD 2376,
 CS2333'THENCE TURN LEFT AND FOLLOW THE FARM ROAD 1.1 MILES TO BENCH MARK.
 CS2333
 CS2333                          STATION RECOVERY (1983)
 CS2333
 CS2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2333'MARK NOT FOUND.
 CS2333
 CS2333                          STATION RECOVERY (1997)
 CS2333
 CS2333'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2333'MARK NOT FOUND.
 CS2333
 CS2333                          STATION RECOVERY (2004)
 CS2333
 CS2333'RECOVERY NOTE BY US POWER SQUADRON 2004 (TGC)
 CS2333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0025 ***********************************************************************
 CR0025  DESIGNATION -  I 3
 CR0025  PID         -  CR0025
 CR0025  STATE/COUNTY-  TX/HARRISON
 CR0025  USGS QUAD   -  KARNACK (1978)
 CR0025
 CR0025                         *CURRENT SURVEY CONTROL
 CR0025  ___________________________________________________________________
 CR0025* NAD 83(1986)-  32 42 21.     (N)    094 14 02.     (W)     SCALED    
 CR0025* NAVD 88     -        63.082  (meters)     206.96   (feet)  ADJUSTED  
 CR0025  ___________________________________________________________________
 CR0025  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0025  DYNAMIC HT  -          63.011 (meters)     206.73  (feet)  COMP
 CR0025  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 CR0025
 CR0025  VERT ORDER  -  FIRST     CLASS II
 CR0025
 CR0025.The horizontal coordinates were scaled from a topographic map and have
 CR0025.an estimated accuracy of +/- 6 seconds.
 CR0025
 CR0025.The orthometric height was determined by differential leveling
 CR0025.and adjusted by the National Geodetic Survey in June 1991..
 CR0025
 CR0025.The geoid height was determined by GEOID03.
 CR0025
 CR0025.The dynamic height is computed by dividing the NAVD 88
 CR0025.geopotential number by the normal gravity value computed on the
 CR0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0025.degrees latitude (g = 980.6199 gals.).
 CR0025
 CR0025.The modeled gravity was interpolated from observed gravity values.
 CR0025
 CR0025;                    North         East    Units  Estimated Accuracy
 CR0025;SPC TXNC     - 2,123,350.      999,850.      MT  (+/- 180 meters Scaled)
 CR0025
 CR0025                          SUPERSEDED SURVEY CONTROL
 CR0025
 CR0025  NGVD 29 (??/??/92)   63.143  (m)          207.16   (f) ADJ UNCH    1 2
 CR0025
 CR0025.Superseded values are not recommended for survey control.
 CR0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0025.See file dsdata.txt to determine how the superseded data were derived.
 CR0025
 CR0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS843193(NAD 83)
 CR0025_MARKER: Q = CHISELED SQUARE
 CR0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0025+STABILITY: SURFACE MOTION
 CR0025
 CR0025  HISTORY     - Date     Condition        Report By
 CR0025  HISTORY     - 1954     MONUMENTED       CGS
 CR0025  HISTORY     - 1954     GOOD             NGS
 CR0025  HISTORY     - 1960     MARK NOT FOUND   USGS
 CR0025  HISTORY     - 1987     GOOD             USPSQD
 CR0025  HISTORY     - 19980530 GOOD             USPSQD
 CR0025  HISTORY     - 20030614 GOOD             USPSQD
 CR0025
 CR0025                          STATION DESCRIPTION
 CR0025
 CR0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CR0025'4.75 MI NW FROM KARNACK.
 CR0025'4.75 MILES NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0025'THE STATION AT KARNACK, 0.1 MILE NORTHWEST OF THE CROSSING OF FARM
 CR0025'ROAD 134, 12 RAILS SOUTHEAST OF THE STATION SIGN AT BALDWIN, AT A
 CR0025'PRIVATE ROAD CROSSING, 87 FEET NORTHEAST OF THE NORTHEAST RAIL, 26.5
 CR0025'FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 5.3 FEET
 CR0025'SOUTHWEST OF A FENCE, 1.5 FEET SOUTHEAST OF A WITNESS POST, IN THE TOP
 CR0025'OF A STONE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, SURROUNDED
 CR0025'BY THE LETTERS USBM.
 CR0025
 CR0025                          STATION RECOVERY (1960)
 CR0025
 CR0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CR0025'MARK NOT FOUND.
 CR0025
 CR0025                          STATION RECOVERY (1987)
 CR0025
 CR0025'RECOVERY NOTE BY US POWER SQUADRON 1987 (KWF)
 CR0025'RECOVERED IN GOOD CONDITION.
 CR0025
 CR0025                          STATION RECOVERY (1998)
 CR0025
 CR0025'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0025'RECOVERED IN GOOD CONDITION.
 CR0025
 CR0025                          STATION RECOVERY (2003)
 CR0025
 CR0025'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0936 ***********************************************************************
 AW0936  DESIGNATION -  I10 MP 19.85
 AW0936  PID         -  AW0936
 AW0936  STATE/COUNTY-  TX/HARRIS
 AW0936  USGS QUAD   -  HIGHLANDS (1995)
 AW0936
 AW0936                         *CURRENT SURVEY CONTROL
 AW0936  ___________________________________________________________________
 AW0936* NAD 83(1986)-  29 47 43.     (N)    095 04 03.     (W)     SCALED    
 AW0936* NAVD 88     -         4.419  (meters)      14.50   (feet)  ADJUSTED  
 AW0936  ___________________________________________________________________
 AW0936  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0936  DYNAMIC HT  -           4.413 (meters)      14.48  (feet)  COMP
 AW0936  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 AW0936
 AW0936  VERT ORDER  -  FIRST     CLASS II
 AW0936
 AW0936.The horizontal coordinates were scaled from a topographic map and have
 AW0936.an estimated accuracy of +/- 6 seconds.
 AW0936
 AW0936.The orthometric height was determined by differential leveling
 AW0936.and adjusted by the National Geodetic Survey in June 1991..
 AW0936
 AW0936.The geoid height was determined by GEOID03.
 AW0936
 AW0936.The dynamic height is computed by dividing the NAVD 88
 AW0936.geopotential number by the normal gravity value computed on the
 AW0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0936.degrees latitude (g = 980.6199 gals.).
 AW0936
 AW0936.The modeled gravity was interpolated from observed gravity values.
 AW0936
 AW0936;                    North         East    Units  Estimated Accuracy
 AW0936;SPC TXSC     - 4,223,830.      980,100.      MT  (+/- 180 meters Scaled)
 AW0936
 AW0936                          SUPERSEDED SURVEY CONTROL
 AW0936
 AW0936  NGVD 29 (12/23/87)    4.417  (m)           14.49   (f) ADJUSTED    1 2
 AW0936
 AW0936.Superseded values are not recommended for survey control.
 AW0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0936.See file dsdata.txt to determine how the superseded data were derived.
 AW0936
 AW0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN001978(NAD 83)
 AW0936_MARKER: DD = SURVEY DISK
 AW0936_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0936_SP_SET: WINGWALL
 AW0936_STAMPING: 19.85 807+68.3
 AW0936_MARK LOGO: TXHD  
 AW0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0936+STABILITY: SURFACE MOTION
 AW0936
 AW0936  HISTORY     - Date     Condition        Report By
 AW0936  HISTORY     - UNK      MONUMENTED       TXHD
 AW0936  HISTORY     - 1973     GOOD             NGS
 AW0936  HISTORY     - 1978     GOOD             NGS
 AW0936  HISTORY     - 1986     GOOD             NGS
 AW0936  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW0936
 AW0936                          STATION DESCRIPTION
 AW0936
 AW0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0936'1.95 MI SW FROM HIGHLANDS.
 AW0936'ABOUT 1.25 MILES SOUTH FROM CROSBY-LYNCHBURG RD. FROM THE POST OFFICE
 AW0936'AT HIGHLANDS, THENCE 0.7 MILE WEST ALONG MARKET ST. ROAD AT THE WEST
 AW0936'END OF THE CONCRETE HIGHWAY BRIDGE OF THE I-10 HIGHWAY, 55 FEET NORTH
 AW0936'OF THE CENTER LINE OF MARKET ST., 24 FEET SOUTH OF THE CENTER LINE OF
 AW0936'THE SOUTH LANE OF I-10, SET IN THE TOP OF THE SOUTHWEST CONCRETE
 AW0936'WINGWALL OF THE BRIDGE, AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AW0936
 AW0936                          STATION RECOVERY (1978)
 AW0936
 AW0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0936'RECOVERED IN GOOD CONDITION.
 AW0936
 AW0936                          STATION RECOVERY (1986)
 AW0936
 AW0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0936'RECOVERED IN GOOD CONDITION.
 AW0936
 AW0936                          STATION RECOVERY (1997)
 AW0936
 AW0936'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0754 ***********************************************************************
 AB0754  DESIGNATION -  I11
 AB0754  PID         -  AB0754
 AB0754  STATE/COUNTY-  TX/CAMERON
 AB0754  USGS QUAD   -  LA FERIA (1970)
 AB0754
 AB0754                         *CURRENT SURVEY CONTROL
 AB0754  ___________________________________________________________________
 AB0754* NAD 83(1986)-  26 12 58.     (N)    097 49 29.     (W)     SCALED    
 AB0754* NAVD 88     -        13.864  (meters)      45.49   (feet)  ADJUSTED  
 AB0754  ___________________________________________________________________
 AB0754  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AB0754  DYNAMIC HT  -          13.841 (meters)      45.41  (feet)  COMP
 AB0754  MODELED GRAV-     979,028.2   (mgal)                       NAVD 88
 AB0754
 AB0754  VERT ORDER  -  SECOND    CLASS 0
 AB0754
 AB0754.The horizontal coordinates were scaled from a topographic map and have
 AB0754.an estimated accuracy of +/- 6 seconds.
 AB0754
 AB0754.The orthometric height was determined by differential leveling
 AB0754.and adjusted by the National Geodetic Survey in June 1991..
 AB0754
 AB0754.The geoid height was determined by GEOID03.
 AB0754
 AB0754.The dynamic height is computed by dividing the NAVD 88
 AB0754.geopotential number by the normal gravity value computed on the
 AB0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0754.degrees latitude (g = 980.6199 gals.).
 AB0754
 AB0754.The modeled gravity was interpolated from observed gravity values.
 AB0754
 AB0754;                    North         East    Units  Estimated Accuracy
 AB0754;SPC TX S     - 5,061,060.      367,480.      MT  (+/- 180 meters Scaled)
 AB0754
 AB0754                          SUPERSEDED SURVEY CONTROL
 AB0754
 AB0754  NGVD 29 (??/??/92)   13.975  (m)           45.85   (f) ADJ UNCH    2 0
 AB0754
 AB0754.Superseded values are not recommended for survey control.
 AB0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0754.See file dsdata.txt to determine how the superseded data were derived.
 AB0754
 AB0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ174001(NAD 83)
 AB0754_MARKER: DD = SURVEY DISK
 AB0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0754_SP_SET: CULVERT
 AB0754_STAMPING: I 11 45.62
 AB0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0754
 AB0754  HISTORY     - Date     Condition        Report By
 AB0754  HISTORY     - UNK      MONUMENTED
 AB0754  HISTORY     - 1942     GOOD             NGS
 AB0754  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0754
 AB0754                          STATION DESCRIPTION
 AB0754
 AB0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0754'2.5 MI S FROM SANTA ROSA.
 AB0754'TO REACH FROM THE NORTH SCHOOL AT SANTA ROSA, PROCEED 2.7 (STADIA)
 AB0754'MILES SOUTHERLY ALONG DUKES HIGHWAY TO A CONCRETE CULVERT AND SITE OF
 AB0754'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF
 AB0754'THE WEST HEADWALL OF A 4 X 4 FOOT CONCRETE BOX CULVERT UNDER THE
 AB0754'HIGHWAY.  IT IS 40.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 AB0754'INTERSECTION OF A DIRT ROAD LEADING EAST, 15.6 FEET WEST OF AND ABOUT
 AB0754'1.5 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AB0754
 AB0754                          STATION RECOVERY (1988)
 AB0754
 AB0754'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0755 ***********************************************************************
 AB0755  DESIGNATION -  I12
 AB0755  PID         -  AB0755
 AB0755  STATE/COUNTY-  TX/CAMERON
 AB0755  USGS QUAD   -  LA FERIA (1970)
 AB0755
 AB0755                         *CURRENT SURVEY CONTROL
 AB0755  ___________________________________________________________________
 AB0755* NAD 83(1986)-  26 13 07.     (N)    097 49 29.     (W)     SCALED    
 AB0755* NAVD 88     -        14.149  (meters)      46.42   (feet)  ADJUSTED  
 AB0755  ___________________________________________________________________
 AB0755  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AB0755  DYNAMIC HT  -          14.126 (meters)      46.35  (feet)  COMP
 AB0755  MODELED GRAV-     979,028.5   (mgal)                       NAVD 88
 AB0755
 AB0755  VERT ORDER  -  SECOND    CLASS 0
 AB0755
 AB0755.The horizontal coordinates were scaled from a topographic map and have
 AB0755.an estimated accuracy of +/- 6 seconds.
 AB0755
 AB0755.The orthometric height was determined by differential leveling
 AB0755.and adjusted by the National Geodetic Survey in June 1991..
 AB0755
 AB0755.The geoid height was determined by GEOID03.
 AB0755
 AB0755.The dynamic height is computed by dividing the NAVD 88
 AB0755.geopotential number by the normal gravity value computed on the
 AB0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0755.degrees latitude (g = 980.6199 gals.).
 AB0755
 AB0755.The modeled gravity was interpolated from observed gravity values.
 AB0755
 AB0755;                    North         East    Units  Estimated Accuracy
 AB0755;SPC TX S     - 5,061,330.      367,480.      MT  (+/- 180 meters Scaled)
 AB0755
 AB0755                          SUPERSEDED SURVEY CONTROL
 AB0755
 AB0755  NGVD 29 (??/??/92)   14.257  (m)           46.77   (f) ADJ UNCH    2 0
 AB0755
 AB0755.Superseded values are not recommended for survey control.
 AB0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0755.See file dsdata.txt to determine how the superseded data were derived.
 AB0755
 AB0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ174004(NAD 83)
 AB0755_MARKER: DD = SURVEY DISK
 AB0755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0755_SP_SET: CULVERT
 AB0755_STAMPING: I 12 46.20
 AB0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0755
 AB0755  HISTORY     - Date     Condition        Report By
 AB0755  HISTORY     - UNK      MONUMENTED
 AB0755  HISTORY     - 1942     GOOD             NGS
 AB0755
 AB0755                          STATION DESCRIPTION
 AB0755
 AB0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0755'2.3 MI S FROM SANTA ROSA.
 AB0755'TO REACH FROM THE NORTH SCHOOL AT SANTA ROSA, PROCEED 2.4 (STADIA)
 AB0755'MILES SOUTHERLY ALONG DUKES HIGHWAY TO A CONCRETE CULVERT AND SITE OF
 AB0755'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF
 AB0755'THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.  IT IS 80.0
 AB0755'YARDS SOUTHEAST OF A GROUPE OF SMALL FRAME HOUSES, 39.6 FEET WEST OF
 AB0755'AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE HIGHWAY, 7.0 FEET EAST
 AB0755'OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0375 ***********************************************************************
 CT0375  DESIGNATION -  I12
 CT0375  PID         -  CT0375
 CT0375  STATE/COUNTY-  TX/EASTLAND
 CT0375  USGS QUAD   -  BERNIE LAKE (1966)
 CT0375
 CT0375                         *CURRENT SURVEY CONTROL
 CT0375  ___________________________________________________________________
 CT0375* NAD 83(1986)-  32 23 11.     (N)    099 03 04.     (W)     SCALED    
 CT0375* NAVD 88     -       504.940  (meters)    1656.62   (feet)  POSTED    
 CT0375  ___________________________________________________________________
 CT0375  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CT0375  DYNAMIC HT  -         504.290 (meters)    1654.49  (feet)  COMP
 CT0375  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 CT0375
 CT0375  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0375
 CT0375.The horizontal coordinates were scaled from a topographic map and have
 CT0375.an estimated accuracy of +/- 6 seconds.
 CT0375
 CT0375.The orthometric height was determined by differential leveling
 CT0375.and adjusted by the National Geodetic Survey in 1992..
 CT0375.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0375.rate of 0.0 thru 1.0 mm/km.
 CT0375
 CT0375.The geoid height was determined by GEOID03.
 CT0375
 CT0375.The dynamic height is computed by dividing the NAVD 88
 CT0375.geopotential number by the normal gravity value computed on the
 CT0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0375.degrees latitude (g = 980.6199 gals.).
 CT0375
 CT0375.The modeled gravity was interpolated from observed gravity values.
 CT0375
 CT0375;                    North         East    Units  Estimated Accuracy
 CT0375;SPC TXNC     - 2,079,950.      548,150.      MT  (+/- 180 meters Scaled)
 CT0375
 CT0375                          SUPERSEDED SURVEY CONTROL
 CT0375
 CT0375.No superseded survey control is available for this station.
 CT0375
 CT0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA951832(NAD 83)
 CT0375_MARKER: P = PIPE CAP
 CT0375_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0375_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0375
 CT0375  HISTORY     - Date     Condition        Report By
 CT0375  HISTORY     - UNK      MONUMENTED       CGS
 CT0375  HISTORY     - 1956     MARK NOT FOUND   NGS
 CT0375
 CT0375                          STATION DESCRIPTION
 CT0375
 CT0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0375'4.4 MI W FROM CISCO.
 CT0375'ABOUT 4.4 MILES WEST OF CISCO, EASTLAND COUNTY, ON THE TEXAS AND
 CT0375'PACIFIC RAILWAY, 10 METERS (33 FEET) WEST OF BRIDGE NO. 366A OVER A
 CT0375'BYROAD.  14 METERS (46 FEET) SOUTH OF THE CENTER OF THE TRACK AND IN
 CT0375'LINE WITH THE RIGHT-OF-WAY FENCE.  AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0018 ***********************************************************************
 AH0018  DESIGNATION -  I1272
 AH0018  PID         -  AH0018
 AH0018  STATE/COUNTY-  TX/NUECES
 AH0018  USGS QUAD   -  ROBSTOWN (1975)
 AH0018
 AH0018                         *CURRENT SURVEY CONTROL
 AH0018  ___________________________________________________________________
 AH0018* NAD 83(1986)-  27 50 13.     (N)    097 37 59.     (W)     SCALED    
 AH0018* NAVD 88     -        23.184  (meters)      76.06   (feet)  ADJUSTED  
 AH0018  ___________________________________________________________________
 AH0018  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AH0018  DYNAMIC HT  -          23.149 (meters)      75.95  (feet)  COMP
 AH0018  MODELED GRAV-     979,122.9   (mgal)                       NAVD 88
 AH0018
 AH0018  VERT ORDER  -  FIRST     CLASS I
 AH0018
 AH0018.The horizontal coordinates were scaled from a topographic map and have
 AH0018.an estimated accuracy of +/- 6 seconds.
 AH0018
 AH0018.The orthometric height was determined by differential leveling
 AH0018.and adjusted by the National Geodetic Survey in June 1991..
 AH0018
 AH0018.The geoid height was determined by GEOID03.
 AH0018
 AH0018.The dynamic height is computed by dividing the NAVD 88
 AH0018.geopotential number by the normal gravity value computed on the
 AH0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0018.degrees latitude (g = 980.6199 gals.).
 AH0018
 AH0018.The modeled gravity was interpolated from observed gravity values.
 AH0018
 AH0018;                    North         East    Units  Estimated Accuracy
 AH0018;SPC TX S     - 5,240,750.      385,400.      MT  (+/- 180 meters Scaled)
 AH0018
 AH0018                          SUPERSEDED SURVEY CONTROL
 AH0018
 AH0018  NGVD 29 (??/??/92)   23.325  (m)           76.53   (f) ADJ UNCH    1 1
 AH0018
 AH0018.Superseded values are not recommended for survey control.
 AH0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0018.See file dsdata.txt to determine how the superseded data were derived.
 AH0018
 AH0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR346798(NAD 83)
 AH0018_MARKER: DB = BENCH MARK DISK
 AH0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0018_SP_SET: HEADWALL
 AH0018_STAMPING: I 1272 1978
 AH0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0018
 AH0018  HISTORY     - Date     Condition        Report By
 AH0018  HISTORY     - 1978     MONUMENTED       NGS
 AH0018  HISTORY     - 20010331 GOOD             NGS
 AH0018
 AH0018                          STATION DESCRIPTION
 AH0018
 AH0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0018'1.5 MI SW FROM FIVE POINTS.
 AH0018'1.5 MILES SOUTHWEST ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF
 AH0018'FARM ROAD 624, SET IN THE TOP OF AND 1.5 FEET SOUTH OF THE NORTH END
 AH0018'OF THE WEST HEADWALL OF A MULTI-BOX CULVERT, 32 FEET WEST OF THE
 AH0018'CENTER OF THE HIGHWAY 29 FEET SOUTH OF UTILITY POLE NUMBER 77.
 AH0018
 AH0018                          STATION RECOVERY (2001)
 AH0018
 AH0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0018'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1842 ***********************************************************************
 AN1842  DESIGNATION -  I1273
 AN1842  PID         -  AN1842
 AN1842  STATE/COUNTY-  TX/REFUGIO
 AN1842  USGS QUAD   -  VIDAURRI (1978)
 AN1842
 AN1842                         *CURRENT SURVEY CONTROL
 AN1842  ___________________________________________________________________
 AN1842* NAD 83(1986)-  28 23 31.     (N)    097 11 17.     (W)     SCALED    
 AN1842* NAVD 88     -        18.450  (meters)      60.53   (feet)  ADJUSTED  
 AN1842  ___________________________________________________________________
 AN1842  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1842  DYNAMIC HT  -          18.422 (meters)      60.44  (feet)  COMP
 AN1842  MODELED GRAV-     979,161.3   (mgal)                       NAVD 88
 AN1842
 AN1842  VERT ORDER  -  FIRST     CLASS I
 AN1842
 AN1842.The horizontal coordinates were scaled from a topographic map and have
 AN1842.an estimated accuracy of +/- 6 seconds.
 AN1842
 AN1842.The orthometric height was determined by differential leveling
 AN1842.and adjusted by the National Geodetic Survey in June 1991..
 AN1842
 AN1842.The geoid height was determined by GEOID03.
 AN1842
 AN1842.The dynamic height is computed by dividing the NAVD 88
 AN1842.geopotential number by the normal gravity value computed on the
 AN1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1842.degrees latitude (g = 980.6199 gals.).
 AN1842
 AN1842.The modeled gravity was interpolated from observed gravity values.
 AN1842
 AN1842;                    North         East    Units  Estimated Accuracy
 AN1842;SPC TXSC     - 4,063,290.      777,570.      MT  (+/- 180 meters Scaled)
 AN1842
 AN1842                          SUPERSEDED SURVEY CONTROL
 AN1842
 AN1842  NGVD 29 (??/??/92)   18.598  (m)           61.02   (f) ADJ UNCH    1 1
 AN1842
 AN1842.Superseded values are not recommended for survey control.
 AN1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1842.See file dsdata.txt to determine how the superseded data were derived.
 AN1842
 AN1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS775419(NAD 83)
 AN1842_MARKER: DB = BENCH MARK DISK
 AN1842_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1842_SP_SET: STAINLESS STEEL ROD
 AN1842_STAMPING: I 1273 1978
 AN1842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1842
 AN1842  HISTORY     - Date     Condition        Report By
 AN1842  HISTORY     - 1978     MONUMENTED       NGS
 AN1842  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1842
 AN1842                          STATION DESCRIPTION
 AN1842
 AN1842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1842'9.4 MI NE FROM REFUGIO.
 AN1842'9.4 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1842'REFUGIO, AT A PAVED ROAD LEADING SOUTH TO QUINTANA PETROLEUM
 AN1842'CORPORATION, 49.8 FT SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AN1842'27 FT NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FT NORTH OF A FENCE
 AN1842'CORNER, 0.5 FT NORTHWEST OF A FENCE.
 AN1842
 AN1842                          STATION RECOVERY (1994)
 AN1842
 AN1842'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0756 ***********************************************************************
 AB0756  DESIGNATION -  I13
 AB0756  PID         -  AB0756
 AB0756  STATE/COUNTY-  TX/CAMERON
 AB0756  USGS QUAD   -  LA FERIA (1970)
 AB0756
 AB0756                         *CURRENT SURVEY CONTROL
 AB0756  ___________________________________________________________________
 AB0756* NAD 83(1986)-  26 14 02.     (N)    097 49 31.     (W)     SCALED    
 AB0756* NAVD 88     -        16.461  (meters)      54.01   (feet)  ADJUSTED  
 AB0756  ___________________________________________________________________
 AB0756  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AB0756  DYNAMIC HT  -          16.434 (meters)      53.92  (feet)  COMP
 AB0756  MODELED GRAV-     979,029.8   (mgal)                       NAVD 88
 AB0756
 AB0756  VERT ORDER  -  SECOND    CLASS 0
 AB0756
 AB0756.The horizontal coordinates were scaled from a topographic map and have
 AB0756.an estimated accuracy of +/- 6 seconds.
 AB0756
 AB0756.The orthometric height was determined by differential leveling
 AB0756.and adjusted by the National Geodetic Survey in June 1991..
 AB0756
 AB0756.The geoid height was determined by GEOID03.
 AB0756
 AB0756.The dynamic height is computed by dividing the NAVD 88
 AB0756.geopotential number by the normal gravity value computed on the
 AB0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0756.degrees latitude (g = 980.6199 gals.).
 AB0756
 AB0756.The modeled gravity was interpolated from observed gravity values.
 AB0756
 AB0756;                    North         East    Units  Estimated Accuracy
 AB0756;SPC TX S     - 5,063,030.      367,420.      MT  (+/- 180 meters Scaled)
 AB0756
 AB0756                          SUPERSEDED SURVEY CONTROL
 AB0756
 AB0756  NGVD 29 (??/??/92)   16.565  (m)           54.35   (f) ADJ UNCH    2 0
 AB0756
 AB0756.Superseded values are not recommended for survey control.
 AB0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0756.See file dsdata.txt to determine how the superseded data were derived.
 AB0756
 AB0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ173021(NAD 83)
 AB0756_MARKER: DD = SURVEY DISK
 AB0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0756_SP_SET: CULVERT
 AB0756_STAMPING: I 13 54.23
 AB0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0756
 AB0756  HISTORY     - Date     Condition        Report By
 AB0756  HISTORY     - UNK      MONUMENTED
 AB0756  HISTORY     - 1942     GOOD             NGS
 AB0756  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0756
 AB0756                          STATION DESCRIPTION
 AB0756
 AB0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0756'1.2 MI S FROM SANTA ROSA.
 AB0756'TO REACH FROM THE NORTH SCHOOL AT SANTA ROSA, PROCEED 1.3 (STADIA)
 AB0756'MILES SOUTHERLY ALONG DUKES HIGHWAY TO AN IRRIGATION CANAL AND SITE OF
 AB0756'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF
 AB0756'THE WEST HEADWALL OF A CONCRETE IRRIGATION CANAL CULVERT UNDER THE
 AB0756'HIGHWAY.  IT IS 68.5 FEET SOUTH OF R.E.A. CO-OP POLE NO. 13A69, 15.4
 AB0756'FEET WEST OF AND ABOUT 4.0 FEET ABOVE THE CENTERLINE OF THE HIGHWAY.
 AB0756
 AB0756                          STATION RECOVERY (1954)
 AB0756
 AB0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0148 ***********************************************************************
 CU0148  DESIGNATION -  I13
 CU0148  PID         -  CU0148
 CU0148  STATE/COUNTY-  TX/TAYLOR
 CU0148  USGS QUAD   -  MERKEL WEST (1984)
 CU0148
 CU0148                         *CURRENT SURVEY CONTROL
 CU0148  ___________________________________________________________________
 CU0148* NAD 83(1986)-  32 28 34.     (N)    100 03 33.     (W)     SCALED    
 CU0148* NAVD 88     -       567.135  (meters)    1860.68   (feet)  ADJUSTED  
 CU0148  ___________________________________________________________________
 CU0148  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CU0148  DYNAMIC HT  -         566.396 (meters)    1858.25  (feet)  COMP
 CU0148  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 CU0148
 CU0148  VERT ORDER  -  FIRST     CLASS II
 CU0148
 CU0148.The horizontal coordinates were scaled from a topographic map and have
 CU0148.an estimated accuracy of +/- 6 seconds.
 CU0148
 CU0148.The orthometric height was determined by differential leveling
 CU0148.and adjusted by the National Geodetic Survey in June 1991..
 CU0148.WARNING-Repeat measurements at this control monument indicate possible
 CU0148.vertical movement.
 CU0148
 CU0148.The geoid height was determined by GEOID03.
 CU0148
 CU0148.The dynamic height is computed by dividing the NAVD 88
 CU0148.geopotential number by the normal gravity value computed on the
 CU0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0148.degrees latitude (g = 980.6199 gals.).
 CU0148
 CU0148.The modeled gravity was interpolated from observed gravity values.
 CU0148
 CU0148;                    North         East    Units  Estimated Accuracy
 CU0148;SPC TXNC     - 2,090,850.      453,450.      MT  (+/- 180 meters Scaled)
 CU0148
 CU0148                          SUPERSEDED SURVEY CONTROL
 CU0148
 CU0148.No superseded survey control is available for this station.
 CU0148
 CU0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA004937(NAD 83)
 CU0148_MARKER: P = PIPE CAP
 CU0148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0148_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0148_STAMPING: I 13 ELEV 1860.000 FT
 CU0148_MARK LOGO: CGS   
 CU0148_PROJECTION: PROJECTING 40 CENTIMETERS
 CU0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0148
 CU0148  HISTORY     - Date     Condition        Report By
 CU0148  HISTORY     - UNK      MONUMENTED       CGS
 CU0148  HISTORY     - 1955     GOOD             NGS
 CU0148  HISTORY     - 1982     GOOD             NGS
 CU0148  HISTORY     - 20011013 GOOD             USPSQD
 CU0148
 CU0148                          STATION DESCRIPTION
 CU0148
 CU0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 CU0148'2.9 MI W FROM MERKEL.
 CU0148'2.9 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0148'AT MERKEL, 42 FEET NORTH OF THE NORTH RAIL, 35 FEET SOUTH OF THE
 CU0148'CENTER LINE OF U.S. HIGHWAY 80, 41 FEET WEST OF THE CENTER LINE OF A
 CU0148'PRIVATE ROAD LEADING SOUTH TO A FARMHOUSE, 23.1 FEET NORTHEAST OF A
 CU0148'TELEPHONE POLE, 1.6 FEET EAST OF A ROUND WOODEN HIGHWAY GUARD POST, 10
 CU0148'1/2 POLES EAST OF MILEPOST 426, SCREWED ON THE TOP OF AN IRON PIPE
 CU0148'WHICH PROJECTS 1.4 FEET ABOVE THE GROUND, 1.0 MILE EAST OF BENCH MARK
 CU0148'X 1055.
 CU0148
 CU0148                          STATION RECOVERY (1982)
 CU0148
 CU0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0148'26.7 KM (16.6 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CU0148'ITS JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF
 CU0148'ABILENE, 0.5 KM (0.3 MI) EAST OF MILEPOST 426, 12.9 METERS (42.3 FT)
 CU0148'NORTH OF THE NEAR RAIL, 12.6 METERS (41.3 FT) WEST-NORTHWEST OF THE
 CU0148'CENTER OF A GRAVELED ROAD LEADING SOUTH TO A BRICK FARM HOUSE, 10.9
 CU0148'METERS (35.8 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD OF
 CU0148'INTERSTATE HIGHWAY 20, 7.1 METERS (23.3 FT) NORTHEAST OF A UTILITY
 CU0148'POLE WITH FOUR GUY WIRES AND 0.5 METER (1.6 FT) EAST OF A HIGHWAY
 CU0148'RIGHT-OF-WAY POST.
 CU0148'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CU0148'THE MARK IS 0.3 M ABOVE THE ROAD.
 CU0148
 CU0148                          STATION RECOVERY (2001)
 CU0148
 CU0148'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0757 ***********************************************************************
 AB0757  DESIGNATION -  I14
 AB0757  PID         -  AB0757
 AB0757  STATE/COUNTY-  TX/CAMERON
 AB0757  USGS QUAD   -  LA FERIA (1970)
 AB0757
 AB0757                         *CURRENT SURVEY CONTROL
 AB0757  ___________________________________________________________________
 AB0757* NAD 83(1986)-  26 14 21.     (N)    097 49 30.     (W)     SCALED    
 AB0757* NAVD 88     -        15.411  (meters)      50.56   (feet)  ADJUSTED  
 AB0757  ___________________________________________________________________
 AB0757  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AB0757  DYNAMIC HT  -          15.386 (meters)      50.48  (feet)  COMP
 AB0757  MODELED GRAV-     979,030.2   (mgal)                       NAVD 88
 AB0757
 AB0757  VERT ORDER  -  SECOND    CLASS 0
 AB0757
 AB0757.The horizontal coordinates were scaled from a topographic map and have
 AB0757.an estimated accuracy of +/- 6 seconds.
 AB0757
 AB0757.The orthometric height was determined by differential leveling
 AB0757.and adjusted by the National Geodetic Survey in June 1991..
 AB0757
 AB0757.The geoid height was determined by GEOID03.
 AB0757
 AB0757.The dynamic height is computed by dividing the NAVD 88
 AB0757.geopotential number by the normal gravity value computed on the
 AB0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0757.degrees latitude (g = 980.6199 gals.).
 AB0757
 AB0757.The modeled gravity was interpolated from observed gravity values.
 AB0757
 AB0757;                    North         East    Units  Estimated Accuracy
 AB0757;SPC TX S     - 5,063,610.      367,440.      MT  (+/- 180 meters Scaled)
 AB0757
 AB0757                          SUPERSEDED SURVEY CONTROL
 AB0757
 AB0757  NGVD 29 (??/??/92)   15.516  (m)           50.91   (f) ADJ UNCH    2 0
 AB0757
 AB0757.Superseded values are not recommended for survey control.
 AB0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0757.See file dsdata.txt to determine how the superseded data were derived.
 AB0757
 AB0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ173027(NAD 83)
 AB0757_MARKER: DD = SURVEY DISK
 AB0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0757_SP_SET: CULVERT
 AB0757_STAMPING: I 14 50.75
 AB0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0757
 AB0757  HISTORY     - Date     Condition        Report By
 AB0757  HISTORY     - UNK      MONUMENTED
 AB0757  HISTORY     - 1942     GOOD             NGS
 AB0757
 AB0757                          STATION DESCRIPTION
 AB0757
 AB0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0757'0.9 MI S FROM SANTA ROSA.
 AB0757'TO REACH FROM THE NORTH SCHOOL AT SANTA ROSA, PROCEED 1.0 (STADIA)
 AB0757'MILE SOUTHERLY ALONG DUKES HIGHWAY TO A CONCRETE CULVERT AND SITE OF
 AB0757'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF
 AB0757'THE WEST HEADWALL OF A 3 X 3 FOOT CONCRETE BOX CULVERT UNDER THE
 AB0757'HIGHWAY.  IT IS 60.0 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A
 AB0757'TELEPHONE POLE, 15.4 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AB0757'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0758 ***********************************************************************
 AB0758  DESIGNATION -  I15
 AB0758  PID         -  AB0758
 AB0758  STATE/COUNTY-  TX/CAMERON
 AB0758  USGS QUAD   -  LA FERIA (1970)
 AB0758
 AB0758                         *CURRENT SURVEY CONTROL
 AB0758  ___________________________________________________________________
 AB0758* NAD 83(1986)-  26 14 44.     (N)    097 49 31.     (W)     SCALED    
 AB0758* NAVD 88     -        15.178  (meters)      49.80   (feet)  ADJUSTED  
 AB0758  ___________________________________________________________________
 AB0758  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AB0758  DYNAMIC HT  -          15.154 (meters)      49.72  (feet)  COMP
 AB0758  MODELED GRAV-     979,030.8   (mgal)                       NAVD 88
 AB0758
 AB0758  VERT ORDER  -  SECOND    CLASS 0
 AB0758
 AB0758.The horizontal coordinates were scaled from a topographic map and have
 AB0758.an estimated accuracy of +/- 6 seconds.
 AB0758
 AB0758.The orthometric height was determined by differential leveling
 AB0758.and adjusted by the National Geodetic Survey in June 1991..
 AB0758
 AB0758.The geoid height was determined by GEOID03.
 AB0758
 AB0758.The dynamic height is computed by dividing the NAVD 88
 AB0758.geopotential number by the normal gravity value computed on the
 AB0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0758.degrees latitude (g = 980.6199 gals.).
 AB0758
 AB0758.The modeled gravity was interpolated from observed gravity values.
 AB0758
 AB0758;                    North         East    Units  Estimated Accuracy
 AB0758;SPC TX S     - 5,064,320.      367,410.      MT  (+/- 180 meters Scaled)
 AB0758
 AB0758                          SUPERSEDED SURVEY CONTROL
 AB0758
 AB0758  NGVD 29 (??/??/92)   15.281  (m)           50.13   (f) ADJ UNCH    2 0
 AB0758
 AB0758.Superseded values are not recommended for survey control.
 AB0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0758.See file dsdata.txt to determine how the superseded data were derived.
 AB0758
 AB0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ173034(NAD 83)
 AB0758_MARKER: DD = SURVEY DISK
 AB0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0758_SP_SET: CULVERT
 AB0758_STAMPING: I 15 49.98
 AB0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0758
 AB0758  HISTORY     - Date     Condition        Report By
 AB0758  HISTORY     - UNK      MONUMENTED
 AB0758  HISTORY     - 1942     GOOD             NGS
 AB0758
 AB0758                          STATION DESCRIPTION
 AB0758
 AB0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0758'0.5 MI S FROM SANTA ROSA.
 AB0758'TO REACH FROM THE NORTH SCHOOL AT SANTA ROSA, PROCEED 0.6 (STADIA)
 AB0758'MILE SOUTHERLY ALONG DUKES HIGHWAY TO A CONCRETE CULVERT AND SITE OF
 AB0758'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF
 AB0758'THE WEST HEADWALL OF A 3 X 3 FOOT CONCRETE BOX CULVERT UNDER THE
 AB0758'HIGHWAY.  IT IS 18.5 FEET SOUTH OF A POINT WHERE THE HIGHWAY BECOMES
 AB0758'TWO SEPERATED LANES, 15.2 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AB0758'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0196 ***********************************************************************
 CC0196  DESIGNATION -  I15
 CC0196  PID         -  CC0196
 CC0196  STATE/COUNTY-  TX/ECTOR
 CC0196  USGS QUAD   -  DOURO (1981)
 CC0196
 CC0196                         *CURRENT SURVEY CONTROL
 CC0196  ___________________________________________________________________
 CC0196* NAD 83(1986)-  31 45 58.     (N)    102 31 04.     (W)     SCALED    
 CC0196* NAVD 88     -       939.901  (meters)    3083.66   (feet)  POSTED    
 CC0196  ___________________________________________________________________
 CC0196  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CC0196  DYNAMIC HT  -         938.570 (meters)    3079.29  (feet)  COMP
 CC0196  MODELED GRAV-     979,194.3   (mgal)                       NAVD 88
 CC0196
 CC0196  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0196
 CC0196.The horizontal coordinates were scaled from a topographic map and have
 CC0196.an estimated accuracy of +/- 6 seconds.
 CC0196
 CC0196.The orthometric height was determined by differential leveling
 CC0196.and adjusted by the National Geodetic Survey in 1992..
 CC0196.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0196.rate of 0.0 thru 1.0 mm/km.
 CC0196
 CC0196.The geoid height was determined by GEOID03.
 CC0196
 CC0196.The dynamic height is computed by dividing the NAVD 88
 CC0196.geopotential number by the normal gravity value computed on the
 CC0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0196.degrees latitude (g = 980.6199 gals.).
 CC0196
 CC0196.The modeled gravity was interpolated from observed gravity values.
 CC0196
 CC0196;                    North         East    Units  Estimated Accuracy
 CC0196;SPC TX C     - 3,234,770.      493,080.      MT  (+/- 180 meters Scaled)
 CC0196
 CC0196                          SUPERSEDED SURVEY CONTROL
 CC0196
 CC0196.No superseded survey control is available for this station.
 CC0196
 CC0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR350171(NAD 83)
 CC0196_MARKER: Z = SEE DESCRIPTION
 CC0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0196+STABILITY: SURFACE MOTION
 CC0196
 CC0196  HISTORY     - Date     Condition        Report By
 CC0196  HISTORY     - UNK      MONUMENTED       CGS
 CC0196  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0196
 CC0196                          STATION DESCRIPTION
 CC0196
 CC0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0196'IN DOURO.
 CC0196'AT DOURO, ECTOR COUNTY, ON THE TEXAS AND PACIFIC RAILWAY, 30 YARDS
 CC0196'SOUTHEAST OF A LARGE COTTONWOOD TREE ON THE NORTH SIDE OF THE TRACK,
 CC0196'23 YARDS SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND IN LINE WITH
 CC0196'THE WEST SIDE OF THE SECTION FOREMANS HOUSE.  A SQUARE HOLE, CUT IN
 CC0196'THE TOP OF A STONE POST PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- IT HAS
 CC0196'PROBABLY BEEN DESTROYED BY CONSTRUCTION WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0332 ***********************************************************************
 CC0332  DESIGNATION -  I16
 CC0332  PID         -  CC0332
 CC0332  STATE/COUNTY-  TX/REEVES
 CC0332  USGS QUAD   -  PECOS EAST (1981)
 CC0332
 CC0332                         *CURRENT SURVEY CONTROL
 CC0332  ___________________________________________________________________
 CC0332* NAD 83(1986)-  31 25 39.     (N)    103 29 44.     (W)     SCALED    
 CC0332* NAVD 88     -       788.323  (meters)    2586.36   (feet)  ADJUSTED  
 CC0332  ___________________________________________________________________
 CC0332  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CC0332  DYNAMIC HT  -         787.172 (meters)    2582.58  (feet)  COMP
 CC0332  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 CC0332
 CC0332  VERT ORDER  -  FIRST     CLASS II
 CC0332
 CC0332.The horizontal coordinates were scaled from a topographic map and have
 CC0332.an estimated accuracy of +/- 6 seconds.
 CC0332
 CC0332.The orthometric height was determined by differential leveling
 CC0332.and adjusted by the National Geodetic Survey in June 1991..
 CC0332
 CC0332.The geoid height was determined by GEOID03.
 CC0332
 CC0332.The dynamic height is computed by dividing the NAVD 88
 CC0332.geopotential number by the normal gravity value computed on the
 CC0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0332.degrees latitude (g = 980.6199 gals.).
 CC0332
 CC0332.The modeled gravity was interpolated from observed gravity values.
 CC0332
 CC0332;                    North         East    Units  Estimated Accuracy
 CC0332;SPC TX C     - 3,199,470.      399,420.      MT  (+/- 180 meters Scaled)
 CC0332
 CC0332                          SUPERSEDED SURVEY CONTROL
 CC0332
 CC0332  NGVD 29 (??/??/92)  788.262  (m)         2586.16   (f) ADJ UNCH    1 2
 CC0332
 CC0332.Superseded values are not recommended for survey control.
 CC0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0332.See file dsdata.txt to determine how the superseded data were derived.
 CC0332
 CC0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ429779(NAD 83)
 CC0332_MARKER: DB = BENCH MARK DISK
 CC0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0332_SP_SET: BUILDING
 CC0332_STAMPING: I 16 ELEV 2586.760 FT 1911
 CC0332_MARK LOGO: CGS   
 CC0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0332
 CC0332  HISTORY     - Date     Condition        Report By
 CC0332  HISTORY     - 1911     MONUMENTED       CGS
 CC0332  HISTORY     - 1956     GOOD             NGS
 CC0332  HISTORY     - 1981     GOOD             NGS
 CC0332  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 CC0332
 CC0332                          STATION DESCRIPTION
 CC0332
 CC0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0332'IN PECOS.
 CC0332'AT PECOS, REEVES COUNTY, 60 YARDS SOUTHEAST ACROSS A STREET FROM THE
 CC0332'TEXAS AND PACIFIC RAILWAY STATION, AT THE ORIENTAL HOTEL, IN THE NORTH
 CC0332'WALL OF THE ANNEX, 3 FEET WEST OF THE NORTHEAST CORNER, 1 FOOT FROM
 CC0332'THE EAST SIDE OF A WINDOW, AND 4 FEET ABOVE THE SIDEWALK.  A STANDARD
 CC0332'DISK, SET VERTICALLY.  NOTE-- IT WAS REPORTED IN DECEMBER 1934 THAT
 CC0332'THE OLD ELEVATION WAS CHISELED OFF TO PUT ON THE NEW ELEVATION, HENCE
 CC0332'THE DISK IS BADLY DISFIGURED BUT STILL LEGIBLE.
 CC0332
 CC0332                          STATION RECOVERY (1981)
 CC0332
 CC0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0332'IN PECOS, SET VERTICALLY IN THE NORTH FACE OF THE ORIENTAL HOTEL
 CC0332'ANNEX MUSEUM, AT THE INTERSECTION OF EAST FIRST STREET AND CEDAR
 CC0332'STREET, 0.8 METER (2.7 FT) WEST OF THE EAST CORNER OF THE HOTEL
 CC0332'ANNEX, AND 0.3 METER (1.0 FT) EAST OF THE FOURTH WINDOW OF THE
 CC0332'WEST CORNER OF THE BUILDING.  NOTE=THE CORNER OF THE BUILDING
 CC0332'WHERE THE MARK IS LOCATED HAS HAD SOME HISTORICAL PLACKS ADDED
 CC0332'AND THE NEW-OLD COMPARISON INDICATES THAT THE MARK MAY HAVEBEEN RESET.
 CC0332'THE MARK IS 1.0 M ABOVE THE SIDEWALK.
 CC0332
 CC0332                          STATION RECOVERY (2005)
 CC0332
 CC0332'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CC0332'NOT VISIBLE ON NORTH,EAST OR SOUTH WALLS.  WEST WALL NOT ACCESSIBLE.
 CC0332'PLAQUES MENTIONED IN 1981 RECOVERY ARE ABOUT 5.5 FEET ABOVE GROUND AND
 CC0332'WOULD NOT OBSCURE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0176 ***********************************************************************
 CD0176  DESIGNATION -  I17
 CD0176  PID         -  CD0176
 CD0176  STATE/COUNTY-  TX/CULBERSON
 CD0176  USGS QUAD   -  PLATEAU (1979)
 CD0176
 CD0176                         *CURRENT SURVEY CONTROL
 CD0176  ___________________________________________________________________
 CD0176* NAD 83(1986)-  31 03 57.     (N)    104 31 35.     (W)     SCALED    
 CD0176* NAVD 88     -      1225.469  (meters)    4020.56   (feet)  ADJUSTED  
 CD0176  ___________________________________________________________________
 CD0176  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 CD0176  DYNAMIC HT  -        1223.569 (meters)    4014.33  (feet)  COMP
 CD0176  MODELED GRAV-     979,047.2   (mgal)                       NAVD 88
 CD0176
 CD0176  VERT ORDER  -  FIRST     CLASS II
 CD0176
 CD0176.The horizontal coordinates were scaled from a topographic map and have
 CD0176.an estimated accuracy of +/- 6 seconds.
 CD0176
 CD0176.The orthometric height was determined by differential leveling
 CD0176.and adjusted by the National Geodetic Survey in June 1991..
 CD0176
 CD0176.The geoid height was determined by GEOID03.
 CD0176
 CD0176.The dynamic height is computed by dividing the NAVD 88
 CD0176.geopotential number by the normal gravity value computed on the
 CD0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0176.degrees latitude (g = 980.6199 gals.).
 CD0176
 CD0176.The modeled gravity was interpolated from observed gravity values.
 CD0176
 CD0176;                    North         East    Units  Estimated Accuracy
 CD0176;SPC TX C     - 3,162,650.      299,960.      MT  (+/- 180 meters Scaled)
 CD0176
 CD0176                          SUPERSEDED SURVEY CONTROL
 CD0176
 CD0176  NGVD 29 (??/??/92) 1224.983  (m)         4018.97   (f) ADJ UNCH    1 2
 CD0176
 CD0176.Superseded values are not recommended for survey control.
 CD0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0176.See file dsdata.txt to determine how the superseded data were derived.
 CD0176
 CD0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ451369(NAD 83)
 CD0176_MARKER: B = BOLT
 CD0176_SETTING: 66 = SET IN ROCK OUTCROP
 CD0176_SP_SET: ROCK LEDGE
 CD0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0176+STABILITY: POSITION/ELEVATION WELL
 CD0176
 CD0176  HISTORY     - Date     Condition        Report By
 CD0176  HISTORY     - UNK      MONUMENTED       CGS
 CD0176  HISTORY     - 1956     GOOD             NGS
 CD0176
 CD0176                          STATION DESCRIPTION
 CD0176
 CD0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0176'1.85 MI E FROM PLATEAU.
 CD0176'1.85 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0176'FOREMANS HOUSE AT PLATEAU, 53.5 FEET NORTH OF THE 5TH POLE WEST OF
 CD0176'MILEPOST 717, 54.2 FEET SOUTH OF A FENCE, 8.5 FEET NORTH OF THE NORTH
 CD0176'RAIL, LEVEL WITH THE TOP OF THE RAILS, SET IN THE TOP OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0800 ***********************************************************************
 AB0800  DESIGNATION -  I17
 AB0800  PID         -  AB0800
 AB0800  STATE/COUNTY-  TX/CAMERON
 AB0800  USGS QUAD   -  LA FERIA (1970)
 AB0800
 AB0800                         *CURRENT SURVEY CONTROL
 AB0800  ___________________________________________________________________
 AB0800* NAD 83(1986)-  26 08 37.     (N)    097 49 26.     (W)     SCALED    
 AB0800* NAVD 88     -        19.569  (meters)      64.20   (feet)  ADJUSTED  
 AB0800  ___________________________________________________________________
 AB0800  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AB0800  DYNAMIC HT  -          19.537 (meters)      64.10  (feet)  COMP
 AB0800  MODELED GRAV-     979,021.7   (mgal)                       NAVD 88
 AB0800
 AB0800  VERT ORDER  -  SECOND    CLASS 0
 AB0800
 AB0800.The horizontal coordinates were scaled from a topographic map and have
 AB0800.an estimated accuracy of +/- 6 seconds.
 AB0800
 AB0800.The orthometric height was determined by differential leveling
 AB0800.and adjusted by the National Geodetic Survey in June 1991..
 AB0800
 AB0800.The geoid height was determined by GEOID03.
 AB0800
 AB0800.The dynamic height is computed by dividing the NAVD 88
 AB0800.geopotential number by the normal gravity value computed on the
 AB0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0800.degrees latitude (g = 980.6199 gals.).
 AB0800
 AB0800.The modeled gravity was interpolated from observed gravity values.
 AB0800
 AB0800;                    North         East    Units  Estimated Accuracy
 AB0800;SPC TX S     - 5,053,020.      367,610.      MT  (+/- 180 meters Scaled)
 AB0800
 AB0800                          SUPERSEDED SURVEY CONTROL
 AB0800
 AB0800  NGVD 29 (??/??/92)   19.685  (m)           64.58   (f) ADJ UNCH    2 0
 AB0800
 AB0800.Superseded values are not recommended for survey control.
 AB0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0800.See file dsdata.txt to determine how the superseded data were derived.
 AB0800
 AB0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP175921(NAD 83)
 AB0800_MARKER: DD = SURVEY DISK
 AB0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0800_SP_SET: CULVERT
 AB0800_STAMPING: I 17 64.29
 AB0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0800
 AB0800  HISTORY     - Date     Condition        Report By
 AB0800  HISTORY     - UNK      MONUMENTED
 AB0800  HISTORY     - 1942     GOOD             NGS
 AB0800  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0800
 AB0800                          STATION DESCRIPTION
 AB0800
 AB0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0800'1.0 MI S FROM LA FERIA.
 AB0800'1.0 MILE SOUTH ALONG DUKES HIGHWAY FROM THE OLD CAMERON COUNTY BANK
 AB0800'BUILDING AT LA FERIA, CAMERON COUNTY, AT AN IRRIGATION CANAL THROUGH A
 AB0800'GRAPEFRUIT GROVE, 15.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT
 AB0800'A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0800'THE WEST HEADWALL, AND ABOUT 6 FEET HIGHER THAN THE HIGHWAY.  A
 AB0800'CAMERON COUNTY STANDARD DISK, STAMPED I 17 64.29.
 AB0800
 AB0800                          STATION RECOVERY (1981)
 AB0800
 AB0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0800'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0620 ***********************************************************************
 CD0620  DESIGNATION -  I18
 CD0620  PID         -  CD0620
 CD0620  STATE/COUNTY-  TX/HUDSPETH
 CD0620  USGS QUAD   -  CAMPO GRANDE MOUNTAIN (1972)
 CD0620
 CD0620                         *CURRENT SURVEY CONTROL
 CD0620  ___________________________________________________________________
 CD0620* NAD 83(1986)-  31 15 31.     (N)    105 37 46.     (W)     SCALED    
 CD0620* NAVD 88     -      1204.668  (meters)    3952.31   (feet)  ADJUSTED  
 CD0620  ___________________________________________________________________
 CD0620  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CD0620  DYNAMIC HT  -        1202.775 (meters)    3946.10  (feet)  COMP
 CD0620  MODELED GRAV-     979,027.9   (mgal)                       NAVD 88
 CD0620
 CD0620  VERT ORDER  -  FIRST     CLASS II
 CD0620
 CD0620.The horizontal coordinates were scaled from a topographic map and have
 CD0620.an estimated accuracy of +/- 6 seconds.
 CD0620
 CD0620.The orthometric height was determined by differential leveling
 CD0620.and adjusted by the National Geodetic Survey in June 1991..
 CD0620
 CD0620.The geoid height was determined by GEOID03.
 CD0620
 CD0620.The dynamic height is computed by dividing the NAVD 88
 CD0620.geopotential number by the normal gravity value computed on the
 CD0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0620.degrees latitude (g = 980.6199 gals.).
 CD0620
 CD0620.The modeled gravity was interpolated from observed gravity values.
 CD0620
 CD0620;                    North         East    Units  Estimated Accuracy
 CD0620;SPC TX C     - 3,188,480.      195,810.      MT  (+/- 180 meters Scaled)
 CD0620
 CD0620                          SUPERSEDED SURVEY CONTROL
 CD0620
 CD0620  NGVD 29 (??/??/92) 1204.098  (m)         3950.44   (f) ADJ UNCH    1 2
 CD0620
 CD0620.Superseded values are not recommended for survey control.
 CD0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0620.See file dsdata.txt to determine how the superseded data were derived.
 CD0620
 CD0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ400584(NAD 83)
 CD0620_MARKER: Z = SEE DESCRIPTION
 CD0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0620+STABILITY: SURFACE MOTION
 CD0620
 CD0620  HISTORY     - Date     Condition        Report By
 CD0620  HISTORY     - UNK      MONUMENTED       CGS
 CD0620  HISTORY     - 1956     GOOD             NGS
 CD0620
 CD0620                          STATION DESCRIPTION
 CD0620
 CD0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0620'IN FINLAY.
 CD0620'AT FINLAY, 8 RAILS WEST OF THE SECTION FOREMANS HOUSE, 32.5 FEET
 CD0620'SOUTHWEST OF THE SOUTHWEST CORNER OF THE TEXAS AND NEW ORLEANS
 CD0620'RAILROAD STATION, 50 FEET WEST OF THE STATION SIGN, 30 FEET EAST OF
 CD0620'THE CENTER LINE OF A DIRT ROAD, 25 FEET NORTH OF THE NORTH RAIL OF THE
 CD0620'MAIN TRACK, IN THE TOP OF A LIMESTONE POST WHICH PROJECTS 0.3 FOOT
 CD0620'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0379 ***********************************************************************
 FL0379  DESIGNATION -  I19
 FL0379  PID         -  FL0379
 FL0379  STATE/COUNTY-  TX/DONLEY
 FL0379  USGS QUAD   -  JERICHO (1964)
 FL0379
 FL0379                         *CURRENT SURVEY CONTROL
 FL0379  ___________________________________________________________________
 FL0379* NAD 83(1986)-  35 10 41.     (N)    100 57 46.     (W)     SCALED    
 FL0379* NAVD 88     -       972.630  (meters)    3191.04   (feet)  ADJUSTED  
 FL0379  ___________________________________________________________________
 FL0379  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL0379  DYNAMIC HT  -         971.512 (meters)    3187.37  (feet)  COMP
 FL0379  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 FL0379
 FL0379  VERT ORDER  -  FIRST     CLASS II
 FL0379
 FL0379.The horizontal coordinates were scaled from a topographic map and have
 FL0379.an estimated accuracy of +/- 6 seconds.
 FL0379
 FL0379.The orthometric height was determined by differential leveling
 FL0379.and adjusted by the National Geodetic Survey in June 1991..
 FL0379
 FL0379.The geoid height was determined by GEOID03.
 FL0379
 FL0379.The dynamic height is computed by dividing the NAVD 88
 FL0379.geopotential number by the normal gravity value computed on the
 FL0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0379.degrees latitude (g = 980.6199 gals.).
 FL0379
 FL0379.The modeled gravity was interpolated from observed gravity values.
 FL0379
 FL0379;                    North         East    Units  Estimated Accuracy
 FL0379;SPC TX N     - 1,130,820.      248,930.      MT  (+/- 180 meters Scaled)
 FL0379
 FL0379                          SUPERSEDED SURVEY CONTROL
 FL0379
 FL0379  NGVD 29 (??/??/92)  972.196  (m)         3189.61   (f) ADJ UNCH    1 2
 FL0379
 FL0379.Superseded values are not recommended for survey control.
 FL0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0379.See file dsdata.txt to determine how the superseded data were derived.
 FL0379
 FL0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD212945(NAD 83)
 FL0379_MARKER: P = PIPE CAP
 FL0379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0379_SP_SET: SHALLOW-SET PIPE
 FL0379_STAMPING: I 19 1933 3189.613
 FL0379_MARK LOGO: CGS   
 FL0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0379
 FL0379  HISTORY     - Date     Condition        Report By
 FL0379  HISTORY     - 1933     MONUMENTED       CGS
 FL0379  HISTORY     - 1943     GOOD             NGS
 FL0379  HISTORY     - 1984     GOOD             NGS
 FL0379
 FL0379                          STATION DESCRIPTION
 FL0379
 FL0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0379'3 MI W FROM JERICHO.
 FL0379'ABOUT 3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0379'FROM THE STATION AT JERICHO, DONLEY COUNTY, MIDWAY BETWEEN TWO
 FL0379'CONCRETE CULVERTS WEST OF MILEPOST 711, 15 YARDS NORTH OF THE
 FL0379'CENTERLINE OF THE TRACK, 2 YARDS FROM THE NORTH FENCE, AND IN LINE
 FL0379'WITH A ROW OF POLES.  A STANDARD CAP, STAMPED ELEV. 3189.613 FT I 19
 FL0379'1933 AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 FL0379'ABOUT ONE FOOT ABOVE GROUND.
 FL0379
 FL0379                          STATION RECOVERY (1984)
 FL0379
 FL0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0379'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 FL0379'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL0379'WITH INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 5.4 KM (3.35
 FL0379'MI) WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PICIFIC RAILROAD.
 FL0379'ADD=0.3 M (1.0 FT) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0806 ***********************************************************************
 AB0806  DESIGNATION -  I20
 AB0806  PID         -  AB0806
 AB0806  STATE/COUNTY-  TX/CAMERON
 AB0806  USGS QUAD   -  SANTA MARIA (1970)
 AB0806
 AB0806                         *CURRENT SURVEY CONTROL
 AB0806  ___________________________________________________________________
 AB0806* NAD 83(1986)-  26 07 16.     (N)    097 49 24.     (W)     SCALED    
 AB0806* NAVD 88     -        16.761  (meters)      54.99   (feet)  ADJUSTED  
 AB0806  ___________________________________________________________________
 AB0806  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AB0806  DYNAMIC HT  -          16.734 (meters)      54.90  (feet)  COMP
 AB0806  MODELED GRAV-     979,019.7   (mgal)                       NAVD 88
 AB0806
 AB0806  VERT ORDER  -  SECOND    CLASS 0
 AB0806
 AB0806.The horizontal coordinates were scaled from a topographic map and have
 AB0806.an estimated accuracy of +/- 6 seconds.
 AB0806
 AB0806.The orthometric height was determined by differential leveling
 AB0806.and adjusted by the National Geodetic Survey in June 1991..
 AB0806
 AB0806.The geoid height was determined by GEOID03.
 AB0806
 AB0806.The dynamic height is computed by dividing the NAVD 88
 AB0806.geopotential number by the normal gravity value computed on the
 AB0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0806.degrees latitude (g = 980.6199 gals.).
 AB0806
 AB0806.The modeled gravity was interpolated from observed gravity values.
 AB0806
 AB0806;                    North         East    Units  Estimated Accuracy
 AB0806;SPC TX S     - 5,050,530.      367,680.      MT  (+/- 180 meters Scaled)
 AB0806
 AB0806                          SUPERSEDED SURVEY CONTROL
 AB0806
 AB0806  NGVD 29 (??/??/92)   16.873  (m)           55.36   (f) ADJ UNCH    2 0
 AB0806
 AB0806.Superseded values are not recommended for survey control.
 AB0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0806.See file dsdata.txt to determine how the superseded data were derived.
 AB0806
 AB0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP176896(NAD 83)
 AB0806_MARKER: DD = SURVEY DISK
 AB0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0806_SP_SET: CULVERT
 AB0806_STAMPING: I 20 54.90
 AB0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0806
 AB0806  HISTORY     - Date     Condition        Report By
 AB0806  HISTORY     - UNK      MONUMENTED
 AB0806  HISTORY     - 1942     GOOD             NGS
 AB0806
 AB0806                          STATION DESCRIPTION
 AB0806
 AB0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0806'3.1 MI N FROM BLUETOWN.
 AB0806'3.1 MILES NORTH ALONG DUKES HIGHWAY FROM THE INTERSECTION OF U. S.
 AB0806'HIGHWAY 281 AT BLUETOWN, CAMERON COUNTY, 0.1 MILE NORTH OF AN
 AB0806'IRRIGATION CANAL, AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE
 AB0806'CENTER OF THE TOP OF THE WEST HEADWALL, 15.2 FEET WEST OF THE
 AB0806'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. A
 AB0806'CAMERON COUNTY STANDARD DISK, STAMPED I 20 54.90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0008 ***********************************************************************
 EO0008  DESIGNATION -  I20
 EO0008  PID         -  EO0008
 EO0008  STATE/COUNTY-  TX/RANDALL
 EO0008  USGS QUAD   -  UMBARGER (1984)
 EO0008
 EO0008                         *CURRENT SURVEY CONTROL
 EO0008  ___________________________________________________________________
 EO0008* NAD 83(1986)-  34 57 11.     (N)    102 06 24.     (W)     SCALED    
 EO0008* NAVD 88     -      1148.359  (meters)    3767.57   (feet)  ADJUSTED  
 EO0008  ___________________________________________________________________
 EO0008  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 EO0008  DYNAMIC HT  -        1146.948 (meters)    3762.95  (feet)  COMP
 EO0008  MODELED GRAV-     979,366.6   (mgal)                       NAVD 88
 EO0008
 EO0008  VERT ORDER  -  FIRST     CLASS II
 EO0008
 EO0008.The horizontal coordinates were scaled from a topographic map and have
 EO0008.an estimated accuracy of +/- 6 seconds.
 EO0008
 EO0008.The orthometric height was determined by differential leveling
 EO0008.and adjusted by the National Geodetic Survey in June 1991..
 EO0008
 EO0008.The geoid height was determined by GEOID03.
 EO0008
 EO0008.The dynamic height is computed by dividing the NAVD 88
 EO0008.geopotential number by the normal gravity value computed on the
 EO0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0008.degrees latitude (g = 980.6199 gals.).
 EO0008
 EO0008.The modeled gravity was interpolated from observed gravity values.
 EO0008
 EO0008;                    North         East    Units  Estimated Accuracy
 EO0008;SPC TX N     - 1,105,900.      144,590.      MT  (+/- 180 meters Scaled)
 EO0008
 EO0008                          SUPERSEDED SURVEY CONTROL
 EO0008
 EO0008  NGVD 29 (??/??/92) 1147.83   (m)         3765.8    (f) COMPUTED    1 2
 EO0008
 EO0008.Superseded values are not recommended for survey control.
 EO0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0008.See file dsdata.txt to determine how the superseded data were derived.
 EO0008
 EO0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU642716(NAD 83)
 EO0008_MARKER: P = PIPE CAP
 EO0008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0008_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0008_STAMPING: I 20 1911 ELEV. 3765.849 FT.
 EO0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0008
 EO0008  HISTORY     - Date     Condition        Report By
 EO0008  HISTORY     - 1911     MONUMENTED       CGS
 EO0008  HISTORY     - 1958     GOOD             NGS
 EO0008  HISTORY     - 1968     POOR             NGS
 EO0008  HISTORY     - 1984     MARK NOT FOUND   NGS
 EO0008
 EO0008                          STATION DESCRIPTION
 EO0008
 EO0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0008'IN UMBARGER.
 EO0008'AT UMBARGER, AT THE PANHANDLE AND SANTA FE RAILWAY STATION, 19
 EO0008'TELEPHONE POLES SOUTHWEST OF MILE POST 580, 58 FEET NORTH OF THE
 EO0008'NORTHWEST CORNER OF THE STATION, 65 1/2 FEET SOUTHEAST OF THE CENTER
 EO0008'LINE OF U. S. HIGHWAY 60, 83 FEET NORTHWEST OF THE NEAR RAIL OF THE
 EO0008'MAIN TRACK, 3 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF
 EO0008'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE TRACK, AND ON THE TOP OF
 EO0008'AN IRON PIPE PROJECTING 3 INCHES.  NOTE-- 1911 WAS STAMPED ON THE MARK
 EO0008'BY THIS PARTY.
 EO0008
 EO0008                          STATION RECOVERY (1968)
 EO0008
 EO0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EO0008'MARK RECOVERED IN POOR CONDITION.
 EO0008
 EO0008                          STATION RECOVERY (1984)
 EO0008
 EO0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0465 ***********************************************************************
 CC0465  DESIGNATION -  I21
 CC0465  PID         -  CC0465
 CC0465  STATE/COUNTY-  TX/REEVES
 CC0465  USGS QUAD   -  RED BLUFF (1968)
 CC0465
 CC0465                         *CURRENT SURVEY CONTROL
 CC0465  ___________________________________________________________________
 CC0465* NAD 83(1986)-  31 55 16.     (N)    103 58 34.     (W)     SCALED    
 CC0465* NAVD 88     -       881.939  (meters)    2893.49   (feet)  POSTED    
 CC0465  ___________________________________________________________________
 CC0465  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CC0465  DYNAMIC HT  -         880.640 (meters)    2889.23  (feet)  COMP
 CC0465  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 CC0465
 CC0465  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CC0465
 CC0465.The horizontal coordinates were scaled from a topographic map and have
 CC0465.an estimated accuracy of +/- 6 seconds.
 CC0465
 CC0465.The orthometric height was determined by differential leveling
 CC0465.and adjusted by the National Geodetic Survey in 1992..
 CC0465.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CC0465.rate of 2.1 thru 3.0 mm/km.
 CC0465
 CC0465.The geoid height was determined by GEOID03.
 CC0465
 CC0465.The dynamic height is computed by dividing the NAVD 88
 CC0465.geopotential number by the normal gravity value computed on the
 CC0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0465.degrees latitude (g = 980.6199 gals.).
 CC0465
 CC0465.The modeled gravity was interpolated from observed gravity values.
 CC0465
 CC0465;                    North         East    Units  Estimated Accuracy
 CC0465;SPC TX C     - 3,255,570.      355,550.      MT  (+/- 180 meters Scaled)
 CC0465
 CC0465                          SUPERSEDED SURVEY CONTROL
 CC0465
 CC0465  NGVD 29 (??/??/92)  881.486  (m)         2892.01   (f) ADJ UNCH    1 2
 CC0465
 CC0465.Superseded values are not recommended for survey control.
 CC0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0465.See file dsdata.txt to determine how the superseded data were derived.
 CC0465
 CC0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER967321(NAD 83)
 CC0465_MARKER: X = CHISELED CROSS
 CC0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0465_SP_SET: SECTION RAIL
 CC0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0465
 CC0465  HISTORY     - Date     Condition        Report By
 CC0465  HISTORY     - UNK      MONUMENTED       CGS
 CC0465  HISTORY     - 1957     GOOD             NGS
 CC0465  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0465
 CC0465                          STATION DESCRIPTION
 CC0465
 CC0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0465'7.8 MI NW FROM ORLA.
 CC0465'ABOUT 7.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0465'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 63 FEET EAST OF
 CC0465'MILEPOST 223, 6 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT LEVEL
 CC0465'WITH THE TRACK, AND IN THE TOP OF A VERTICAL SECTION OF RAIL WHICH
 CC0465'PROJECTS 3 FEET.
 CC0465
 CC0465                          STATION RECOVERY (1981)
 CC0465
 CC0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0465'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0807 ***********************************************************************
 AB0807  DESIGNATION -  I21
 AB0807  PID         -  AB0807
 AB0807  STATE/COUNTY-  TX/CAMERON
 AB0807  USGS QUAD   -  SANTA MARIA (1970)
 AB0807
 AB0807                         *CURRENT SURVEY CONTROL
 AB0807  ___________________________________________________________________
 AB0807* NAD 83(1986)-  26 07 12.     (N)    097 49 24.     (W)     SCALED    
 AB0807* NAVD 88     -        17.201  (meters)      56.43   (feet)  ADJUSTED  
 AB0807  ___________________________________________________________________
 AB0807  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 AB0807  DYNAMIC HT  -          17.173 (meters)      56.34  (feet)  COMP
 AB0807  MODELED GRAV-     979,019.6   (mgal)                       NAVD 88
 AB0807
 AB0807  VERT ORDER  -  SECOND    CLASS 0
 AB0807
 AB0807.The horizontal coordinates were scaled from a topographic map and have
 AB0807.an estimated accuracy of +/- 6 seconds.
 AB0807
 AB0807.The orthometric height was determined by differential leveling
 AB0807.and adjusted by the National Geodetic Survey in June 1991..
 AB0807
 AB0807.The geoid height was determined by GEOID03.
 AB0807
 AB0807.The dynamic height is computed by dividing the NAVD 88
 AB0807.geopotential number by the normal gravity value computed on the
 AB0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0807.degrees latitude (g = 980.6199 gals.).
 AB0807
 AB0807.The modeled gravity was interpolated from observed gravity values.
 AB0807
 AB0807;                    North         East    Units  Estimated Accuracy
 AB0807;SPC TX S     - 5,050,410.      367,680.      MT  (+/- 180 meters Scaled)
 AB0807
 AB0807                          SUPERSEDED SURVEY CONTROL
 AB0807
 AB0807  NGVD 29 (??/??/92)   17.312  (m)           56.80   (f) ADJ UNCH    2 0
 AB0807
 AB0807.Superseded values are not recommended for survey control.
 AB0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0807.See file dsdata.txt to determine how the superseded data were derived.
 AB0807
 AB0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP176895(NAD 83)
 AB0807_MARKER: DD = SURVEY DISK
 AB0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0807_SP_SET: CULVERT
 AB0807_STAMPING: I 21 56.63
 AB0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0807
 AB0807  HISTORY     - Date     Condition        Report By
 AB0807  HISTORY     - UNK      MONUMENTED
 AB0807  HISTORY     - 1942     GOOD             NGS
 AB0807
 AB0807                          STATION DESCRIPTION
 AB0807
 AB0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0807'3.0 MI N FROM BLUETOWN.
 AB0807'3.0 MILES NORTH ALONG DUKES HIGHWAY FROM THE INTERSECTION OF U.S.
 AB0807'HIGHWAY 281 AT BLUETOWN, CAMERON COUNTY, 250 FEET NORTHWEST OF THE
 AB0807'NORTHWEST CORNER OF A SMALL FRAMEHOUSE, AT AN IRRIGATION CANAL, 30.6
 AB0807'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE-BOX CULVERT
 AB0807'UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF THE WEST HEADWALL, AND
 AB0807'ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK,
 AB0807'STAMPED I 21 56.63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0382 ***********************************************************************
 CC0382  DESIGNATION -  I22
 CC0382  PID         -  CC0382
 CC0382  STATE/COUNTY-  TX/REEVES
 CC0382  USGS QUAD   -  PECOS WEST (1981)
 CC0382
 CC0382                         *CURRENT SURVEY CONTROL
 CC0382  ___________________________________________________________________
 CC0382* NAD 83(1986)-  31 25 48.     (N)    103 30 23.     (W)     SCALED    
 CC0382* NAVD 88     -       788.011  (meters)    2585.33   (feet)  POSTED    
 CC0382  ___________________________________________________________________
 CC0382  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 CC0382  DYNAMIC HT  -         786.860 (meters)    2581.56  (feet)  COMP
 CC0382  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 CC0382
 CC0382  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CC0382
 CC0382.The horizontal coordinates were scaled from a topographic map and have
 CC0382.an estimated accuracy of +/- 6 seconds.
 CC0382
 CC0382.The orthometric height was determined by differential leveling
 CC0382.and adjusted by the National Geodetic Survey in 1992..
 CC0382.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CC0382.rate of 4.1 thru 8.0 mm/km.
 CC0382
 CC0382.The geoid height was determined by GEOID03.
 CC0382
 CC0382.The dynamic height is computed by dividing the NAVD 88
 CC0382.geopotential number by the normal gravity value computed on the
 CC0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0382.degrees latitude (g = 980.6199 gals.).
 CC0382
 CC0382.The modeled gravity was interpolated from observed gravity values.
 CC0382
 CC0382;                    North         East    Units  Estimated Accuracy
 CC0382;SPC TX C     - 3,199,780.      398,400.      MT  (+/- 180 meters Scaled)
 CC0382
 CC0382                          SUPERSEDED SURVEY CONTROL
 CC0382
 CC0382.No superseded survey control is available for this station.
 CC0382
 CC0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ419782(NAD 83)
 CC0382_MARKER: X = CHISELED CROSS
 CC0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0382_SP_SET: MILEPOST
 CC0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0382
 CC0382  HISTORY     - Date     Condition        Report By
 CC0382  HISTORY     - UNK      MONUMENTED       CGS
 CC0382  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0382
 CC0382                          STATION DESCRIPTION
 CC0382
 CC0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0382'0.5 MI N FROM PECOS.
 CC0382'ABOUT 0.5 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CC0382'PECOS, REEVES COUNTY, AND ON THE TOP OF MILEPOST 271.  A CHISELED
 CC0382'CROSS.  NOTE-- THE VERTICAL RAIL AT MILEPOST 271 WAS FOUND BUT THERE
 CC0382'WAS NO CROSS ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0808 ***********************************************************************
 AB0808  DESIGNATION -  I22
 AB0808  PID         -  AB0808
 AB0808  STATE/COUNTY-  TX/CAMERON
 AB0808  USGS QUAD   -  SANTA MARIA (1970)
 AB0808
 AB0808                         *CURRENT SURVEY CONTROL
 AB0808  ___________________________________________________________________
 AB0808* NAD 83(1986)-  26 06 47.     (N)    097 49 23.     (W)     SCALED    
 AB0808* NAVD 88     -        18.213  (meters)      59.75   (feet)  ADJUSTED  
 AB0808  ___________________________________________________________________
 AB0808  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AB0808  DYNAMIC HT  -          18.183 (meters)      59.66  (feet)  COMP
 AB0808  MODELED GRAV-     979,019.0   (mgal)                       NAVD 88
 AB0808
 AB0808  VERT ORDER  -  SECOND    CLASS 0
 AB0808
 AB0808.The horizontal coordinates were scaled from a topographic map and have
 AB0808.an estimated accuracy of +/- 6 seconds.
 AB0808
 AB0808.The orthometric height was determined by differential leveling
 AB0808.and adjusted by the National Geodetic Survey in June 1991..
 AB0808
 AB0808.The geoid height was determined by GEOID03.
 AB0808
 AB0808.The dynamic height is computed by dividing the NAVD 88
 AB0808.geopotential number by the normal gravity value computed on the
 AB0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0808.degrees latitude (g = 980.6199 gals.).
 AB0808
 AB0808.The modeled gravity was interpolated from observed gravity values.
 AB0808
 AB0808;                    North         East    Units  Estimated Accuracy
 AB0808;SPC TX S     - 5,049,640.      367,710.      MT  (+/- 180 meters Scaled)
 AB0808
 AB0808                          SUPERSEDED SURVEY CONTROL
 AB0808
 AB0808  NGVD 29 (??/??/92)   18.322  (m)           60.11   (f) ADJ UNCH    2 0
 AB0808
 AB0808.Superseded values are not recommended for survey control.
 AB0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0808.See file dsdata.txt to determine how the superseded data were derived.
 AB0808
 AB0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP176887(NAD 83)
 AB0808_MARKER: DD = SURVEY DISK
 AB0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0808_SP_SET: CULVERT
 AB0808_STAMPING: I 22 59.49
 AB0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0808
 AB0808  HISTORY     - Date     Condition        Report By
 AB0808  HISTORY     - UNK      MONUMENTED
 AB0808  HISTORY     - 1942     GOOD             NGS
 AB0808
 AB0808                          STATION DESCRIPTION
 AB0808
 AB0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0808'2.5 MI N FROM BLUETOWN.
 AB0808'2.5 MILES NORTH ALONG DUKES HIGHWAY FROM THE INTERSECTION OF U.S.
 AB0808'HIGHWAY 281 AT BLUETOWN, CAMERON COUNTY, AT AN IRRIGATION CANAL, 162
 AB0808'FEET WEST ACROSS THE HIGHWAY FROM A GARAGE APARTMENT, 15.1 FEET WEST
 AB0808'OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE-BOX CULVERT UNDER THE
 AB0808'HIGHWAY, IN THE CENTER OF THE TOP OF THE WEST HEADWALL, AND ABOUT 4
 AB0808'FEET HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK, STAMPED
 AB0808'I 22 59.49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0809 ***********************************************************************
 AB0809  DESIGNATION -  I23
 AB0809  PID         -  AB0809
 AB0809  STATE/COUNTY-  TX/CAMERON
 AB0809  USGS QUAD   -  SANTA MARIA (1970)
 AB0809
 AB0809                         *CURRENT SURVEY CONTROL
 AB0809  ___________________________________________________________________
 AB0809* NAD 83(1986)-  26 06 45.     (N)    097 49 24.     (W)     SCALED    
 AB0809* NAVD 88     -        16.839  (meters)      55.25   (feet)  ADJUSTED  
 AB0809  ___________________________________________________________________
 AB0809  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AB0809  DYNAMIC HT  -          16.812 (meters)      55.16  (feet)  COMP
 AB0809  MODELED GRAV-     979,018.9   (mgal)                       NAVD 88
 AB0809
 AB0809  VERT ORDER  -  SECOND    CLASS 0
 AB0809
 AB0809.The horizontal coordinates were scaled from a topographic map and have
 AB0809.an estimated accuracy of +/- 6 seconds.
 AB0809
 AB0809.The orthometric height was determined by differential leveling
 AB0809.and adjusted by the National Geodetic Survey in June 1991..
 AB0809
 AB0809.The geoid height was determined by GEOID03.
 AB0809
 AB0809.The dynamic height is computed by dividing the NAVD 88
 AB0809.geopotential number by the normal gravity value computed on the
 AB0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0809.degrees latitude (g = 980.6199 gals.).
 AB0809
 AB0809.The modeled gravity was interpolated from observed gravity values.
 AB0809
 AB0809;                    North         East    Units  Estimated Accuracy
 AB0809;SPC TX S     - 5,049,580.      367,680.      MT  (+/- 180 meters Scaled)
 AB0809
 AB0809                          SUPERSEDED SURVEY CONTROL
 AB0809
 AB0809  NGVD 29 (??/??/92)   16.948  (m)           55.60   (f) ADJ UNCH    2 0
 AB0809
 AB0809.Superseded values are not recommended for survey control.
 AB0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0809.See file dsdata.txt to determine how the superseded data were derived.
 AB0809
 AB0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP176886(NAD 83)
 AB0809_MARKER: DD = SURVEY DISK
 AB0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0809_SP_SET: CULVERT
 AB0809_STAMPING: I 23 55.36
 AB0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0809
 AB0809  HISTORY     - Date     Condition        Report By
 AB0809  HISTORY     - UNK      MONUMENTED
 AB0809  HISTORY     - 1942     GOOD             NGS
 AB0809
 AB0809                          STATION DESCRIPTION
 AB0809
 AB0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0809'2.5 MI N FROM BLUETOWN.
 AB0809'2.5 MILES NORTH ALONG DUKES HIGHWAY FROM THE INTERSECTION OF U.S.
 AB0809'HIGHWAY 281 AT BLUETOWN, CAMERON COUNTY, 76 YARDS SOUTH OF AN
 AB0809'IRRIGATION CANAL, 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A
 AB0809'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0809'THE WEST HEADWALL, AND LEVEL WITH THE HIGHWAY.  A CAMERON COUNTY
 AB0809'STANDARD DISK, STAMPED I 23 55.36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0227 ***********************************************************************
 BQ0227  DESIGNATION -  I23
 BQ0227  PID         -  BQ0227
 BQ0227  STATE/COUNTY-  TX/CULBERSON
 BQ0227  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0227
 BQ0227                         *CURRENT SURVEY CONTROL
 BQ0227  ___________________________________________________________________
 BQ0227* NAD 83(1986)-  30 57 03.     (N)    104 51 30.     (W)     SCALED    
 BQ0227* NAVD 88     -      1239.946  (meters)    4068.06   (feet)  ADJUSTED  
 BQ0227  ___________________________________________________________________
 BQ0227  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BQ0227  DYNAMIC HT  -        1237.989 (meters)    4061.64  (feet)  COMP
 BQ0227  MODELED GRAV-     979,019.5   (mgal)                       NAVD 88
 BQ0227
 BQ0227  VERT ORDER  -  FIRST     CLASS II
 BQ0227
 BQ0227.The horizontal coordinates were scaled from a topographic map and have
 BQ0227.an estimated accuracy of +/- 6 seconds.
 BQ0227
 BQ0227.The orthometric height was determined by differential leveling
 BQ0227.and adjusted by the National Geodetic Survey in June 1991..
 BQ0227
 BQ0227.The geoid height was determined by GEOID03.
 BQ0227
 BQ0227.The dynamic height is computed by dividing the NAVD 88
 BQ0227.geopotential number by the normal gravity value computed on the
 BQ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0227.degrees latitude (g = 980.6199 gals.).
 BQ0227
 BQ0227.The modeled gravity was interpolated from observed gravity values.
 BQ0227
 BQ0227;                    North         East    Units  Estimated Accuracy
 BQ0227;SPC TX C     - 3,151,150.      267,790.      MT  (+/- 180 meters Scaled)
 BQ0227
 BQ0227                          SUPERSEDED SURVEY CONTROL
 BQ0227
 BQ0227  NGVD 29 (??/??/92) 1239.432  (m)         4066.37   (f) ADJ UNCH    1 2
 BQ0227
 BQ0227.Superseded values are not recommended for survey control.
 BQ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0227.See file dsdata.txt to determine how the superseded data were derived.
 BQ0227
 BQ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ135241(NAD 83)
 BQ0227_MARKER: Z = SEE DESCRIPTION
 BQ0227_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0227_SP_SET: ROCK OUTCROP
 BQ0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0227+STABILITY: POSITION/ELEVATION WELL
 BQ0227
 BQ0227  HISTORY     - Date     Condition        Report By
 BQ0227  HISTORY     - UNK      MONUMENTED       CGS
 BQ0227  HISTORY     - 1957     GOOD             NGS
 BQ0227
 BQ0227                          STATION DESCRIPTION
 BQ0227
 BQ0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0227'6.4 MI NW FROM LOBO.
 BQ0227'ABOUT 6.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0227'FROM THE COUNTY ROAD CROSSING AT LOBO, 90 FEET NORTH-NORTHEAST OF AND
 BQ0227'ACROSS THE TRACK FROM MILEPOST 702, THE BOTTOM OF A SQUARE HOLE IN THE
 BQ0227'TOP OF A ROCK OUTCROP, 42 FEET NORTH-NORTHEAST OF THE NEAR RAIL, 64
 BQ0227'1/2 FEET NORTHEAST OF AND ACROSS THE TRACK FROM B. M. S 1108, 5 FEET
 BQ0227'SOUTHWEST OF A FENCE, AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0810 ***********************************************************************
 AB0810  DESIGNATION -  I25
 AB0810  PID         -  AB0810
 AB0810  STATE/COUNTY-  TX/CAMERON
 AB0810  USGS QUAD   -  SANTA MARIA (1970)
 AB0810
 AB0810                         *CURRENT SURVEY CONTROL
 AB0810  ___________________________________________________________________
 AB0810* NAD 83(1986)-  26 06 03.     (N)    097 49 23.     (W)     SCALED    
 AB0810* NAVD 88     -        16.709  (meters)      54.82   (feet)  ADJUSTED  
 AB0810  ___________________________________________________________________
 AB0810  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AB0810  DYNAMIC HT  -          16.681 (meters)      54.73  (feet)  COMP
 AB0810  MODELED GRAV-     979,017.9   (mgal)                       NAVD 88
 AB0810
 AB0810  VERT ORDER  -  SECOND    CLASS 0
 AB0810
 AB0810.The horizontal coordinates were scaled from a topographic map and have
 AB0810.an estimated accuracy of +/- 6 seconds.
 AB0810
 AB0810.The orthometric height was determined by differential leveling
 AB0810.and adjusted by the National Geodetic Survey in June 1991..
 AB0810
 AB0810.The geoid height was determined by GEOID03.
 AB0810
 AB0810.The dynamic height is computed by dividing the NAVD 88
 AB0810.geopotential number by the normal gravity value computed on the
 AB0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0810.degrees latitude (g = 980.6199 gals.).
 AB0810
 AB0810.The modeled gravity was interpolated from observed gravity values.
 AB0810
 AB0810;                    North         East    Units  Estimated Accuracy
 AB0810;SPC TX S     - 5,048,290.      367,720.      MT  (+/- 180 meters Scaled)
 AB0810
 AB0810                          SUPERSEDED SURVEY CONTROL
 AB0810
 AB0810  NGVD 29 (??/??/92)   16.816  (m)           55.17   (f) ADJ UNCH    2 0
 AB0810
 AB0810.Superseded values are not recommended for survey control.
 AB0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0810.See file dsdata.txt to determine how the superseded data were derived.
 AB0810
 AB0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP176873(NAD 83)
 AB0810_MARKER: DD = SURVEY DISK
 AB0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0810_SP_SET: CULVERT
 AB0810_STAMPING: I 25 54.98
 AB0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0810
 AB0810  HISTORY     - Date     Condition        Report By
 AB0810  HISTORY     - UNK      MONUMENTED
 AB0810  HISTORY     - 1942     GOOD             NGS
 AB0810
 AB0810                          STATION DESCRIPTION
 AB0810
 AB0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0810'1.7 MI N FROM BLUETOWN.
 AB0810'1.7 MILES NORTH ALONG DUKES HIGHWAY FROM THE INTERSECTION OF U.S.
 AB0810'HIGHWAY 281 AT BLUETOWN, CAMERON COUNTY, 0.1 MILE NORTH OF A TWO-STORY
 AB0810'FRAMEHOUSE, 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A
 AB0810'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0810'THE WEST HEADWALL, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.  A
 AB0810'CAMERON COUNTY STANDARD DISK, STAMPED I 25 54.98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0412 ***********************************************************************
 BP0412  DESIGNATION -  I25
 BP0412  PID         -  BP0412
 BP0412  STATE/COUNTY-  TX/BREWSTER
 BP0412  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0412
 BP0412                         *CURRENT SURVEY CONTROL
 BP0412  ___________________________________________________________________
 BP0412* NAD 83(1986)-  30 21 24.     (N)    103 39 38.     (W)     SCALED    
 BP0412* NAVD 88     -      1367.920  (meters)    4487.92   (feet)  ADJUSTED  
 BP0412  ___________________________________________________________________
 BP0412  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 BP0412  DYNAMIC HT  -        1365.704 (meters)    4480.65  (feet)  COMP
 BP0412  MODELED GRAV-     978,973.1   (mgal)                       NAVD 88
 BP0412
 BP0412  VERT ORDER  -  FIRST     CLASS I
 BP0412
 BP0412.The horizontal coordinates were scaled from a topographic map and have
 BP0412.an estimated accuracy of +/- 6 seconds.
 BP0412
 BP0412.The orthometric height was determined by differential leveling
 BP0412.and adjusted by the National Geodetic Survey in June 1991..
 BP0412
 BP0412.The geoid height was determined by GEOID03.
 BP0412
 BP0412.The dynamic height is computed by dividing the NAVD 88
 BP0412.geopotential number by the normal gravity value computed on the
 BP0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0412.degrees latitude (g = 980.6199 gals.).
 BP0412
 BP0412.The modeled gravity was interpolated from observed gravity values.
 BP0412
 BP0412;                    North         East    Units  Estimated Accuracy
 BP0412;SPC TXSC     - 4,288,590.      152,050.      MT  (+/- 180 meters Scaled)
 BP0412
 BP0412                          SUPERSEDED SURVEY CONTROL
 BP0412
 BP0412  NGVD 29 (??/??/92) 1367.461  (m)         4486.41   (f) ADJ UNCH    1 1
 BP0412
 BP0412.Superseded values are not recommended for survey control.
 BP0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0412.See file dsdata.txt to determine how the superseded data were derived.
 BP0412
 BP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP287590(NAD 83)
 BP0412_MARKER: DB = BENCH MARK DISK
 BP0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0412_STAMPING: I 25 1917 ELEV. 4486.523 FT.
 BP0412_MARK LOGO: CGS   
 BP0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0412+STABILITY: SURFACE MOTION
 BP0412
 BP0412  HISTORY     - Date     Condition        Report By
 BP0412  HISTORY     - 1917     MONUMENTED       CGS
 BP0412  HISTORY     - 1957     GOOD             NGS
 BP0412  HISTORY     - 1958     GOOD             NGS
 BP0412  HISTORY     - 1977     GOOD             NGS
 BP0412  HISTORY     - 1981     GOOD             NGS
 BP0412  HISTORY     - 19961007 GOOD             USPSQD
 BP0412
 BP0412                          STATION DESCRIPTION
 BP0412
 BP0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0412'0.05 MI NE FROM ALPINE.
 BP0412'ABOUT 0.05 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0412'FROM THE STATION AT ALPINE, 235 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 BP0412'OF THE MAIN TRACK, 80 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BP0412'THE RITCHEY HOTEL, 42 FEET SOUTHEAST OF THE CENTER LINE OF MURPHY
 BP0412'AVENUE, 20 FEET SOUTHEAST OF A POWER POLE, 6 1/2 FEET NORTHEAST OF AN
 BP0412'18-INCH ELM, 3 1/2 FEET SOUTH OF A FENCE CORNER, AND IN THE TOP OF A
 BP0412'CONCRETE POST PROJECTING 1 INCH.
 BP0412
 BP0412                          STATION RECOVERY (1958)
 BP0412
 BP0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BP0412'RECOVERED IN GOOD CONDITION.
 BP0412
 BP0412                          STATION RECOVERY (1977)
 BP0412
 BP0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0412'0.05 MILE NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0412'THE STATION AT ALPINE, 235 FT. SOUTHEAST OF THE SOUTHEAST RAIL
 BP0412'OF THE MAIN TRACK, 80.5 FT. NORTHEAST OF THE NORTH CORNER OF THE
 BP0412'RITCHEY HOTEL, 42 FT. SOUTHEAST OF THE CENTER LINE OF MURPHY AVENUE,
 BP0412'20 FT. SOUTHEAST OF A POWER LINE POLE, 6.5 FT. NORTH 0F A 36 INCH
 BP0412'ELM TREE, 3.5 FT. SOUTH OF A FENCE CORNER, A TREE LIMB
 BP0412'OVERHANGS THIS MARK MAKING ACCESS WITH AN 11 FOOT LEVEL ROD
 BP0412'DIFFICULT
 BP0412
 BP0412                          STATION RECOVERY (1981)
 BP0412
 BP0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0412'RECOVERED IN GOOD CONDITION.
 BP0412
 BP0412                          STATION RECOVERY (1996)
 BP0412
 BP0412'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0109 ***********************************************************************
 BP0109  DESIGNATION -  I26
 BP0109  PID         -  BP0109
 BP0109  STATE/COUNTY-  TX/BREWSTER
 BP0109  USGS QUAD   -  HOUSETOP MOUNTAINS (1968)
 BP0109
 BP0109                         *CURRENT SURVEY CONTROL
 BP0109  ___________________________________________________________________
 BP0109* NAD 83(1986)-  30 07 32.     (N)    102 59 24.     (W)     SCALED    
 BP0109* NAVD 88     -      1186.655  (meters)    3893.22   (feet)  ADJUSTED  
 BP0109  ___________________________________________________________________
 BP0109  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BP0109  DYNAMIC HT  -        1184.737 (meters)    3886.92  (feet)  COMP
 BP0109  MODELED GRAV-     978,984.3   (mgal)                       NAVD 88
 BP0109
 BP0109  VERT ORDER  -  FIRST     CLASS II
 BP0109
 BP0109.The horizontal coordinates were scaled from a topographic map and have
 BP0109.an estimated accuracy of +/- 6 seconds.
 BP0109
 BP0109.The orthometric height was determined by differential leveling
 BP0109.and adjusted by the National Geodetic Survey in June 1991..
 BP0109
 BP0109.The geoid height was determined by GEOID03.
 BP0109
 BP0109.The dynamic height is computed by dividing the NAVD 88
 BP0109.geopotential number by the normal gravity value computed on the
 BP0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0109.degrees latitude (g = 980.6199 gals.).
 BP0109
 BP0109.The modeled gravity was interpolated from observed gravity values.
 BP0109
 BP0109;                    North         East    Units  Estimated Accuracy
 BP0109;SPC TXSC     - 4,260,600.      215,600.      MT  (+/- 180 meters Scaled)
 BP0109
 BP0109                          SUPERSEDED SURVEY CONTROL
 BP0109
 BP0109  NGVD 29 (??/??/92) 1186.298  (m)         3892.05   (f) ADJ UNCH    1 2
 BP0109
 BP0109.Superseded values are not recommended for survey control.
 BP0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0109.See file dsdata.txt to determine how the superseded data were derived.
 BP0109
 BP0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP936344(NAD 83)
 BP0109_MARKER: DB = BENCH MARK DISK
 BP0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0109_STAMPING: I 26 1917 ELEV. 3892.046 FT.
 BP0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0109+STABILITY: SURFACE MOTION
 BP0109
 BP0109  HISTORY     - Date     Condition        Report By
 BP0109  HISTORY     - 1917     MONUMENTED       CGS
 BP0109  HISTORY     - 1957     GOOD             NGS
 BP0109
 BP0109                          STATION DESCRIPTION
 BP0109
 BP0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0109'18.0 MI SE FROM MARATHON.
 BP0109'ABOUT 18.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0109'FROM THE STATION AT MARATHON, 94 1/2 FEET NORTHEAST OF AND ACROSS THE
 BP0109'TRACK FROM MILEPOST 558, 42 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 BP0109'5 1/2 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE.  3 FEET
 BP0109'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 BP0109'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0811 ***********************************************************************
 AB0811  DESIGNATION -  I27
 AB0811  PID         -  AB0811
 AB0811  STATE/COUNTY-  TX/CAMERON
 AB0811  USGS QUAD   -  SANTA MARIA (1970)
 AB0811
 AB0811                         *CURRENT SURVEY CONTROL
 AB0811  ___________________________________________________________________
 AB0811* NAD 83(1986)-  26 05 44.     (N)    097 49 23.     (W)     SCALED    
 AB0811* NAVD 88     -        17.555  (meters)      57.59   (feet)  ADJUSTED  
 AB0811  ___________________________________________________________________
 AB0811  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 AB0811  DYNAMIC HT  -          17.527 (meters)      57.50  (feet)  COMP
 AB0811  MODELED GRAV-     979,017.4   (mgal)                       NAVD 88
 AB0811
 AB0811  VERT ORDER  -  SECOND    CLASS 0
 AB0811
 AB0811.The horizontal coordinates were scaled from a topographic map and have
 AB0811.an estimated accuracy of +/- 6 seconds.
 AB0811
 AB0811.The orthometric height was determined by differential leveling
 AB0811.and adjusted by the National Geodetic Survey in June 1991..
 AB0811
 AB0811.The geoid height was determined by GEOID03.
 AB0811
 AB0811.The dynamic height is computed by dividing the NAVD 88
 AB0811.geopotential number by the normal gravity value computed on the
 AB0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0811.degrees latitude (g = 980.6199 gals.).
 AB0811
 AB0811.The modeled gravity was interpolated from observed gravity values.
 AB0811
 AB0811;                    North         East    Units  Estimated Accuracy
 AB0811;SPC TX S     - 5,047,700.      367,720.      MT  (+/- 180 meters Scaled)
 AB0811
 AB0811                          SUPERSEDED SURVEY CONTROL
 AB0811
 AB0811  NGVD 29 (??/??/92)   17.662  (m)           57.95   (f) ADJ UNCH    2 0
 AB0811
 AB0811.Superseded values are not recommended for survey control.
 AB0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0811.See file dsdata.txt to determine how the superseded data were derived.
 AB0811
 AB0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP176867(NAD 83)
 AB0811_MARKER: DD = SURVEY DISK
 AB0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0811_SP_SET: CULVERT
 AB0811_STAMPING: I 27 57.66
 AB0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0811
 AB0811  HISTORY     - Date     Condition        Report By
 AB0811  HISTORY     - UNK      MONUMENTED
 AB0811  HISTORY     - 1942     GOOD             NGS
 AB0811
 AB0811                          STATION DESCRIPTION
 AB0811
 AB0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0811'1.3 MI N FROM BLUETOWN.
 AB0811'1.3 MILES NORTH ALONG DUKES HIGHWAY FROM THE INTERSECTION OF U.S.
 AB0811'HIGHWAY 281 AT BLUETOWN, CAMERON COUNTY, AT AN IRRIGATION DITCH, 65
 AB0811'FEET NORTHWEST ACROSS THE HIGHWAY FROM A ROUND VERTICAL CONCRETE
 AB0811'CULVERT, 15.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A
 AB0811'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0811'THE WEST HEADWALL, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.  A
 AB0811'CAMERON COUNTY STANDARD DISK, STAMPED I 27 57.66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0748 ***********************************************************************
 AB0748  DESIGNATION -  I3 C CO
 AB0748  PID         -  AB0748
 AB0748  STATE/COUNTY-  TX/CAMERON
 AB0748  USGS QUAD   -  LA FERIA (1970)
 AB0748
 AB0748                         *CURRENT SURVEY CONTROL
 AB0748  ___________________________________________________________________
 AB0748* NAD 83(1986)-  26 10 34.     (N)    097 49 27.     (W)     SCALED    
 AB0748* NAVD 88     -        17.444  (meters)      57.23   (feet)  ADJUSTED  
 AB0748  ___________________________________________________________________
 AB0748  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AB0748  DYNAMIC HT  -          17.415 (meters)      57.14  (feet)  COMP
 AB0748  MODELED GRAV-     979,024.7   (mgal)                       NAVD 88
 AB0748
 AB0748  VERT ORDER  -  SECOND    CLASS 0
 AB0748
 AB0748.The horizontal coordinates were scaled from a topographic map and have
 AB0748.an estimated accuracy of +/- 6 seconds.
 AB0748
 AB0748.The orthometric height was determined by differential leveling
 AB0748.and adjusted by the National Geodetic Survey in June 1991..
 AB0748
 AB0748.The geoid height was determined by GEOID03.
 AB0748
 AB0748.The dynamic height is computed by dividing the NAVD 88
 AB0748.geopotential number by the normal gravity value computed on the
 AB0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0748.degrees latitude (g = 980.6199 gals.).
 AB0748
 AB0748.The modeled gravity was interpolated from observed gravity values.
 AB0748
 AB0748;                    North         East    Units  Estimated Accuracy
 AB0748;SPC TX S     - 5,056,630.      367,560.      MT  (+/- 180 meters Scaled)
 AB0748
 AB0748                          SUPERSEDED SURVEY CONTROL
 AB0748
 AB0748  NGVD 29 (??/??/92)   17.560  (m)           57.61   (f) ADJ UNCH    2 0
 AB0748
 AB0748.Superseded values are not recommended for survey control.
 AB0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0748.See file dsdata.txt to determine how the superseded data were derived.
 AB0748
 AB0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP175957(NAD 83)
 AB0748_MARKER: DD = SURVEY DISK
 AB0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0748_SP_SET: CULVERT
 AB0748_STAMPING: I 3 57.43
 AB0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0748
 AB0748  HISTORY     - Date     Condition        Report By
 AB0748  HISTORY     - UNK      MONUMENTED
 AB0748  HISTORY     - 1942     GOOD             NGS
 AB0748  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0748
 AB0748                          STATION DESCRIPTION
 AB0748
 AB0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0748'5.0 MI S FROM SANTA ROSA.
 AB0748'TO REACH FROM THE NORTH SCHOOL AT SANTA ROSA, PROCEED 5.0 MILES
 AB0748'SOUTHERLY ALONG DUKES HIGHWAY TO A CONCRETE CULVERT AND SITE OF BENCH
 AB0748'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE
 AB0748'WEST HEADWALL OF A 4X5 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY. IT
 AB0748'IS 0.3 MILE SOUTH OF AN IRRIGATION CANAL, 15.1 FEET WEST OF AND ABOUT
 AB0748'1.5 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.  NOTE-- THIS BENCH MARK
 AB0748'IS 1.3 MILE NORTH OF THE OLD CAMERON COUNTY BANK BUILDING AT LA FERIA.
 AB0748
 AB0748                          STATION RECOVERY (1981)
 AB0748
 AB0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0748'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0812 ***********************************************************************
 AB0812  DESIGNATION -  I30
 AB0812  PID         -  AB0812
 AB0812  STATE/COUNTY-  TX/CAMERON
 AB0812  USGS QUAD   -  SANTA MARIA (1970)
 AB0812
 AB0812                         *CURRENT SURVEY CONTROL
 AB0812  ___________________________________________________________________
 AB0812* NAD 83(1986)-  26 04 58.     (N)    097 49 22.     (W)     SCALED    
 AB0812* NAVD 88     -        18.625  (meters)      61.11   (feet)  ADJUSTED  
 AB0812  ___________________________________________________________________
 AB0812  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AB0812  DYNAMIC HT  -          18.594 (meters)      61.00  (feet)  COMP
 AB0812  MODELED GRAV-     979,016.3   (mgal)                       NAVD 88
 AB0812
 AB0812  VERT ORDER  -  SECOND    CLASS 0
 AB0812
 AB0812.The horizontal coordinates were scaled from a topographic map and have
 AB0812.an estimated accuracy of +/- 6 seconds.
 AB0812
 AB0812.The orthometric height was determined by differential leveling
 AB0812.and adjusted by the National Geodetic Survey in June 1991..
 AB0812
 AB0812.The geoid height was determined by GEOID03.
 AB0812
 AB0812.The dynamic height is computed by dividing the NAVD 88
 AB0812.geopotential number by the normal gravity value computed on the
 AB0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0812.degrees latitude (g = 980.6199 gals.).
 AB0812
 AB0812.The modeled gravity was interpolated from observed gravity values.
 AB0812
 AB0812;                    North         East    Units  Estimated Accuracy
 AB0812;SPC TX S     - 5,046,290.      367,760.      MT  (+/- 180 meters Scaled)
 AB0812
 AB0812                          SUPERSEDED SURVEY CONTROL
 AB0812
 AB0812  NGVD 29 (??/??/92)   18.732  (m)           61.46   (f) ADJ UNCH    2 0
 AB0812
 AB0812.Superseded values are not recommended for survey control.
 AB0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0812.See file dsdata.txt to determine how the superseded data were derived.
 AB0812
 AB0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP177853(NAD 83)
 AB0812_MARKER: DD = SURVEY DISK
 AB0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0812_SP_SET: CULVERT
 AB0812_STAMPING: I 30 61.33
 AB0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0812
 AB0812  HISTORY     - Date     Condition        Report By
 AB0812  HISTORY     - UNK      MONUMENTED
 AB0812  HISTORY     - 1942     GOOD             NGS
 AB0812
 AB0812                          STATION DESCRIPTION
 AB0812
 AB0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0812'0.5 MI N FROM BLUETOWN.
 AB0812'0.5 MILE NORTH ALONG DUKES HIGHWAY FROM THE INTERSECTION OF U. S.
 AB0812'HIGHWAY 281 AT BLUETOWN, CAMERON COUNTY, AT A RAILROAD CROSSING, 49
 AB0812'FEET NORTHWEST OF THE CENTER OF THE CROSSING, 33 FEET WEST OF THE
 AB0812'CENTERLINE OF THE HIGHWAY, AT A CONCRETE-BOX CULVERT UNDER THE
 AB0812'HIGHWAY, IN THE CENTER OF THE TOP OF THE WEST HEADWALL, AND ABOUT 1
 AB0812'FOOT HIGHER THAN THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK, STAMPED
 AB0812'I 30 61.33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0813 ***********************************************************************
 AB0813  DESIGNATION -  I32
 AB0813  PID         -  AB0813
 AB0813  STATE/COUNTY-  TX/CAMERON
 AB0813  USGS QUAD   -  SANTA MARIA (1970)
 AB0813
 AB0813                         *CURRENT SURVEY CONTROL
 AB0813  ___________________________________________________________________
 AB0813* NAD 83(1986)-  26 04 27.     (N)    097 49 22.     (W)     SCALED    
 AB0813* NAVD 88     -        20.320  (meters)      66.67   (feet)  ADJUSTED  
 AB0813  ___________________________________________________________________
 AB0813  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AB0813  DYNAMIC HT  -          20.286 (meters)      66.56  (feet)  COMP
 AB0813  MODELED GRAV-     979,015.5   (mgal)                       NAVD 88
 AB0813
 AB0813  VERT ORDER  -  SECOND    CLASS 0
 AB0813
 AB0813.The horizontal coordinates were scaled from a topographic map and have
 AB0813.an estimated accuracy of +/- 6 seconds.
 AB0813
 AB0813.The orthometric height was determined by differential leveling
 AB0813.and adjusted by the National Geodetic Survey in June 1991..
 AB0813
 AB0813.The geoid height was determined by GEOID03.
 AB0813
 AB0813.The dynamic height is computed by dividing the NAVD 88
 AB0813.geopotential number by the normal gravity value computed on the
 AB0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0813.degrees latitude (g = 980.6199 gals.).
 AB0813
 AB0813.The modeled gravity was interpolated from observed gravity values.
 AB0813
 AB0813;                    North         East    Units  Estimated Accuracy
 AB0813;SPC TX S     - 5,045,330.      367,760.      MT  (+/- 180 meters Scaled)
 AB0813
 AB0813                          SUPERSEDED SURVEY CONTROL
 AB0813
 AB0813  NGVD 29 (??/??/92)   20.426  (m)           67.01   (f) ADJ UNCH    2 0
 AB0813
 AB0813.Superseded values are not recommended for survey control.
 AB0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0813.See file dsdata.txt to determine how the superseded data were derived.
 AB0813
 AB0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP177844(NAD 83)
 AB0813_MARKER: DD = SURVEY DISK
 AB0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0813_SP_SET: CULVERT
 AB0813_STAMPING: I 32 66.93
 AB0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0813
 AB0813  HISTORY     - Date     Condition        Report By
 AB0813  HISTORY     - UNK      MONUMENTED
 AB0813  HISTORY     - 1942     GOOD             NGS
 AB0813
 AB0813                          STATION DESCRIPTION
 AB0813
 AB0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0813'IN BLUETOWN.
 AB0813'AT BLUETOWN, CAMERON COUNTY, ON DUKES HIGHWAY, 170 FEET NORTH OF THE
 AB0813'INTERSECTION OF U.S. HIGHWAY 281, 15.3 FEET WEST OF THE CENTERLINE OF
 AB0813'DUKES HIGHWAY, AT A CONCRETE-BOX CULVERT UNDER DUKES HIGHWAY, IN THE
 AB0813'CENTER OF THE TOP OF THE WEST HEADWALL, AND ABOUT 2-1/2 FEET HIGHER
 AB0813'THAN THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK, STAMPED I 32 66.93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0105 ***********************************************************************
 AZ0105  DESIGNATION -  I32
 AZ0105  PID         -  AZ0105
 AZ0105  STATE/COUNTY-  TX/KINNEY
 AZ0105  USGS QUAD   -  SPOFFORD (1974)
 AZ0105
 AZ0105                         *CURRENT SURVEY CONTROL
 AZ0105  ___________________________________________________________________
 AZ0105* NAD 83(1993)-  29 08 17.76001(N)    100 23 59.34208(W)     ADJUSTED  
 AZ0105* NAVD 88     -       298.651  (meters)     979.82   (feet)  ADJUSTED  
 AZ0105  ___________________________________________________________________
 AZ0105  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AZ0105  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0105  DYNAMIC HT  -         298.215 (meters)     978.39  (feet)  COMP
 AZ0105  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AZ0105
 AZ0105  HORZ ORDER  -  SECOND
 AZ0105  VERT ORDER  -  FIRST     CLASS II
 AZ0105
 AZ0105.The horizontal coordinates were established by classical geodetic methods
 AZ0105.and adjusted by the National Geodetic Survey in February 1996..
 AZ0105
 AZ0105.The orthometric height was determined by differential leveling
 AZ0105.and adjusted by the National Geodetic Survey in June 1991..
 AZ0105
 AZ0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0105
 AZ0105.The geoid height was determined by GEOID03.
 AZ0105
 AZ0105.The dynamic height is computed by dividing the NAVD 88
 AZ0105.geopotential number by the normal gravity value computed on the
 AZ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0105.degrees latitude (g = 980.6199 gals.).
 AZ0105
 AZ0105.The modeled gravity was interpolated from observed gravity values.
 AZ0105
 AZ0105;                    North         East     Units Scale Factor Converg.
 AZ0105;SPC TXSC     - 4,145,436.449   463,806.333   MT  0.99986909   -0 41 08.8
 AZ0105;SPC TXSC     -13,600,486.08  1,521,671.28   sFT  0.99986909   -0 41 08.8
 AZ0105;UTM  14      - 3,224,114.571   363,832.560   MT  0.99982880   -0 40 54.1
 AZ0105
 AZ0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0105!SPC TXSC     -   0.99995664  x   0.99986909  =   0.99982574
 AZ0105!UTM  14      -   0.99995664  x   0.99982880  =   0.99978545
 AZ0105
 AZ0105:                Primary Azimuth Mark                     Grid Az
 AZ0105:SPC TXSC     -  ANACACHO                                 065 24 04.3
 AZ0105:UTM  14      -  ANACACHO                                 065 23 49.6
 AZ0105
 AZ0105|---------------------------------------------------------------------|
 AZ0105| PID    Reference Object                     Distance      Geod. Az  |
 AZ0105|                                                           dddmmss.s |
 AZ0105| AZ0614 ANACACHO                            APPROX.12.1 KM 0644255.5 |
 AZ0105|---------------------------------------------------------------------|
 AZ0105
 AZ0105                          SUPERSEDED SURVEY CONTROL
 AZ0105
 AZ0105  NAD 83(1986)-  29 08 17.75435(N)    100 23 59.32117(W) AD(       ) 2
 AZ0105  NAD 27      -  29 08 16.89400(N)    100 23 58.04300(W) AD(       ) 2
 AZ0105  NGVD 29 (??/??/92)  298.485  (m)          979.28   (f) ADJ UNCH    1 2
 AZ0105
 AZ0105.Superseded values are not recommended for survey control.
 AZ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0105.See file dsdata.txt to determine how the superseded data were derived.
 AZ0105
 AZ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT6383324115(NAD 83)
 AZ0105_MARKER: DB = BENCH MARK DISK
 AZ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0105_STAMPING: I 32 1917 ELEV 978.974 FT
 AZ0105_MARK LOGO: CGS   
 AZ0105_PROJECTION: FLUSH
 AZ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0105+STABILITY: SURFACE MOTION
 AZ0105
 AZ0105  HISTORY     - Date     Condition        Report By
 AZ0105  HISTORY     - 1924     MONUMENTED       CGS
 AZ0105  HISTORY     - 1957     GOOD             NGS
 AZ0105  HISTORY     - 1982     POOR             NGS
 AZ0105
 AZ0105                          STATION DESCRIPTION
 AZ0105
 AZ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AZ0105'ABOUT 2 MILES S OF SPOFFORD, ON THE RIGHT-OF-WAY OF THE
 AZ0105'SPOFFORD-EAGLE PASS BRANCH OF THE SOUTHERN PACIFIC AT MILEPOST
 AZ0105'2, AND 9 FEET E OF THE TRACK.
 AZ0105'
 AZ0105'STATION MARKED BY A BRASS DISK IN CONCRETE POST, AND STAMPED I
 AZ0105'32 1917 978.86.  ELEVATION OF STATION 298.392 METERS (978.974 FEET).
 AZ0105
 AZ0105                          STATION RECOVERY (1957)
 AZ0105
 AZ0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AZ0105'2.7 MI S FROM SPOFFORD.
 AZ0105'2.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0105'STATION AT SPOFFORD, 15.5 FEET EAST OF MILEPOST 2, 46.3 FEET EAST OF
 AZ0105'THE EAST RAIL, 0.5 FOOT WEST OF A FENCE, 1.4 FEET EAST OF A WITNESS
 AZ0105'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.5 FEET ABOVE
 AZ0105'THE GROUND.
 AZ0105
 AZ0105                          STATION RECOVERY (1982)
 AZ0105
 AZ0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0105'MARK RECOVERED THIS DATE, FOUND LOOSE IN GROUND, NOT LEVELED TO THIS
 AZ0105'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0801 ***********************************************************************
 AB0801  DESIGNATION -  I33
 AB0801  PID         -  AB0801
 AB0801  STATE/COUNTY-  TX/CAMERON
 AB0801  USGS QUAD   -  LA FERIA (1970)
 AB0801
 AB0801                         *CURRENT SURVEY CONTROL
 AB0801  ___________________________________________________________________
 AB0801* NAD 83(1986)-  26 07 50.     (N)    097 49 25.     (W)     SCALED    
 AB0801* NAVD 88     -        18.708  (meters)      61.38   (feet)  ADJUSTED  
 AB0801  ___________________________________________________________________
 AB0801  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AB0801  DYNAMIC HT  -          18.677 (meters)      61.28  (feet)  COMP
 AB0801  MODELED GRAV-     979,020.5   (mgal)                       NAVD 88
 AB0801
 AB0801  VERT ORDER  -  SECOND    CLASS 0
 AB0801
 AB0801.The horizontal coordinates were scaled from a topographic map and have
 AB0801.an estimated accuracy of +/- 6 seconds.
 AB0801
 AB0801.The orthometric height was determined by differential leveling
 AB0801.and adjusted by the National Geodetic Survey in June 1991..
 AB0801
 AB0801.The geoid height was determined by GEOID03.
 AB0801
 AB0801.The dynamic height is computed by dividing the NAVD 88
 AB0801.geopotential number by the normal gravity value computed on the
 AB0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0801.degrees latitude (g = 980.6199 gals.).
 AB0801
 AB0801.The modeled gravity was interpolated from observed gravity values.
 AB0801
 AB0801;                    North         East    Units  Estimated Accuracy
 AB0801;SPC TX S     - 5,051,580.      367,640.      MT  (+/- 180 meters Scaled)
 AB0801
 AB0801                          SUPERSEDED SURVEY CONTROL
 AB0801
 AB0801  NGVD 29 (??/??/92)   18.821  (m)           61.75   (f) ADJ UNCH    2 0
 AB0801
 AB0801.Superseded values are not recommended for survey control.
 AB0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0801.See file dsdata.txt to determine how the superseded data were derived.
 AB0801
 AB0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP176906(NAD 83)
 AB0801_MARKER: DD = SURVEY DISK
 AB0801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0801_SP_SET: BRIDGE
 AB0801_STAMPING: I 33 61.49
 AB0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0801
 AB0801  HISTORY     - Date     Condition        Report By
 AB0801  HISTORY     - UNK      MONUMENTED
 AB0801  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0801  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0801
 AB0801                          STATION DESCRIPTION
 AB0801
 AB0801'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0801'1.9 MI S FROM LA FERIA.
 AB0801'1.9 MILES SOUTH ALONG DUKES HIGHWAY FROM THE OLD CAMERON COUNTY BANK
 AB0801'BUILDING AT LA FERIA, CAMERON COUNTY, 3.8 MILES NORTH OF THE
 AB0801'INTERSECTION OF U.S. HIGHWAY 281 AT BLUETOWN, 0.1 MILE NORTH OF A
 AB0801'LARGE STEEL BRIDGE OVER ARROYO COLORADO, AT A CONCRETE AND WOODEN
 AB0801'BRIDGE, IN THE TOP OF THE SOUTHEAST CORNER, 9 FEET EAST OF THE
 AB0801'CENTERLINE OF THE HIGHWAY, AND 0.4 FOOT HIGHER THAN THE HIGHWAY.
 AB0801
 AB0801                          STATION RECOVERY (1981)
 AB0801
 AB0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0801'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1302 ***********************************************************************
 AY1302  DESIGNATION -  I33
 AY1302  PID         -  AY1302
 AY1302  STATE/COUNTY-  TX/UVALDE
 AY1302  USGS QUAD   -  UVALDE (1971)
 AY1302
 AY1302                         *CURRENT SURVEY CONTROL
 AY1302  ___________________________________________________________________
 AY1302* NAD 83(1986)-  29 12 35.     (N)    099 47 10.     (W)     SCALED    
 AY1302* NAVD 88     -       275.821  (meters)     904.92   (feet)  POSTED    
 AY1302  ___________________________________________________________________
 AY1302  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY1302  DYNAMIC HT  -         275.420 (meters)     903.61  (feet)  COMP
 AY1302  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AY1302
 AY1302  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1302
 AY1302.The horizontal coordinates were scaled from a topographic map and have
 AY1302.an estimated accuracy of +/- 6 seconds.
 AY1302
 AY1302.The orthometric height was determined by differential leveling
 AY1302.and adjusted by the National Geodetic Survey in 1992..
 AY1302.No vertical observational check was made to the station.
 AY1302.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1302.was located on a no-check spur therefore a value was not computed.
 AY1302
 AY1302.The geoid height was determined by GEOID03.
 AY1302
 AY1302.The dynamic height is computed by dividing the NAVD 88
 AY1302.geopotential number by the normal gravity value computed on the
 AY1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1302.degrees latitude (g = 980.6199 gals.).
 AY1302
 AY1302.The modeled gravity was interpolated from observed gravity values.
 AY1302
 AY1302;                    North         East    Units  Estimated Accuracy
 AY1302;SPC TXSC     - 4,152,800.      523,570.      MT  (+/- 180 meters Scaled)
 AY1302
 AY1302                          SUPERSEDED SURVEY CONTROL
 AY1302
 AY1302.No superseded survey control is available for this station.
 AY1302
 AY1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT235314(NAD 83)
 AY1302_MARKER: Z = SEE DESCRIPTION
 AY1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1302+STABILITY: SURFACE MOTION
 AY1302
 AY1302  HISTORY     - Date     Condition        Report By
 AY1302  HISTORY     - UNK      MONUMENTED       CGS
 AY1302  HISTORY     - 1957     MARK NOT FOUND   NGS
 AY1302  HISTORY     - 20021110 MARK NOT FOUND   USPSQD
 AY1302
 AY1302                          STATION DESCRIPTION
 AY1302
 AY1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1302'IN UVALDE.
 AY1302'AT UVALDE, UVALDE COUNTY, AT THE COUNTY COURTHOUSE, AND IN THE
 AY1302'SOUTHEAST CORNER OF THE GROUNDS.  A STONE POST LETTERED U S C AND G S
 AY1302'B.M.
 AY1302
 AY1302                          STATION RECOVERY (2002)
 AY1302
 AY1302'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY1302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1232 ***********************************************************************
 AY1232  DESIGNATION -  I34
 AY1232  PID         -  AY1232
 AY1232  STATE/COUNTY-  TX/MEDINA
 AY1232  USGS QUAD   -  D'HANIS (1970)
 AY1232
 AY1232                         *CURRENT SURVEY CONTROL
 AY1232  ___________________________________________________________________
 AY1232* NAD 83(1986)-  29 20 52.     (N)    099 20 13.     (W)     SCALED    
 AY1232* NAVD 88     -       309.919  (meters)    1016.79   (feet)  POSTED    
 AY1232  ___________________________________________________________________
 AY1232  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 AY1232  DYNAMIC HT  -         309.470 (meters)    1015.32  (feet)  COMP
 AY1232  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AY1232
 AY1232  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY1232
 AY1232.The horizontal coordinates were scaled from a topographic map and have
 AY1232.an estimated accuracy of +/- 6 seconds.
 AY1232
 AY1232.The orthometric height was determined by differential leveling
 AY1232.and adjusted by the National Geodetic Survey in 1992..
 AY1232.No vertical observational check was made to the station.
 AY1232.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY1232.was located on a no-check spur therefore a value was not computed.
 AY1232
 AY1232.The geoid height was determined by GEOID03.
 AY1232
 AY1232.The dynamic height is computed by dividing the NAVD 88
 AY1232.geopotential number by the normal gravity value computed on the
 AY1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1232.degrees latitude (g = 980.6199 gals.).
 AY1232
 AY1232.The modeled gravity was interpolated from observed gravity values.
 AY1232
 AY1232;                    North         East    Units  Estimated Accuracy
 AY1232;SPC TXSC     - 4,167,890.      567,280.      MT  (+/- 180 meters Scaled)
 AY1232
 AY1232                          SUPERSEDED SURVEY CONTROL
 AY1232
 AY1232.No superseded survey control is available for this station.
 AY1232
 AY1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT672465(NAD 83)
 AY1232_MARKER: Q = CHISELED SQUARE
 AY1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1232+STABILITY: SURFACE MOTION
 AY1232
 AY1232  HISTORY     - Date     Condition        Report By
 AY1232  HISTORY     - UNK      MONUMENTED       CGS
 AY1232  HISTORY     - 1957     MARK NOT FOUND   NGS
 AY1232  HISTORY     - 20011113 MARK NOT FOUND   USPSQD
 AY1232
 AY1232                          STATION DESCRIPTION
 AY1232
 AY1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1232'0.9 MI E FROM SECO.
 AY1232'ABOUT 0.9 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AY1232'SECO, MEDINA COUNTY, NEAR MILEPOST 271, AND 50 FEET SOUTH OF THE
 AY1232'TRACK.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST, NEAR
 AY1232'THE LETTERS USBM.
 AY1232
 AY1232                          STATION RECOVERY (2001)
 AY1232
 AY1232'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0865 ***********************************************************************
 AY0865  DESIGNATION -  I35
 AY0865  PID         -  AY0865
 AY0865  STATE/COUNTY-  TX/MEDINA
 AY0865  USGS QUAD   -  CASTROVILLE (1982)
 AY0865
 AY0865                         *CURRENT SURVEY CONTROL
 AY0865  ___________________________________________________________________
 AY0865* NAD 83(1986)-  29 18 35.     (N)    098 57 44.     (W)     SCALED    
 AY0865* NAVD 88     -       264.044  (meters)     866.28   (feet)  ADJUSTED  
 AY0865  ___________________________________________________________________
 AY0865  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AY0865  DYNAMIC HT  -         263.663 (meters)     865.03  (feet)  COMP
 AY0865  MODELED GRAV-     979,193.4   (mgal)                       NAVD 88
 AY0865
 AY0865  VERT ORDER  -  FIRST     CLASS II
 AY0865
 AY0865.The horizontal coordinates were scaled from a topographic map and have
 AY0865.an estimated accuracy of +/- 6 seconds.
 AY0865
 AY0865.The orthometric height was determined by differential leveling
 AY0865.and adjusted by the National Geodetic Survey in June 1991..
 AY0865
 AY0865.The geoid height was determined by GEOID03.
 AY0865
 AY0865.The dynamic height is computed by dividing the NAVD 88
 AY0865.geopotential number by the normal gravity value computed on the
 AY0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0865.degrees latitude (g = 980.6199 gals.).
 AY0865
 AY0865.The modeled gravity was interpolated from observed gravity values.
 AY0865
 AY0865;                    North         East    Units  Estimated Accuracy
 AY0865;SPC TXSC     - 4,163,620.      603,670.      MT  (+/- 180 meters Scaled)
 AY0865
 AY0865                          SUPERSEDED SURVEY CONTROL
 AY0865
 AY0865  NGVD 29 (??/??/92)  263.917  (m)          865.87   (f) ADJ UNCH    1 2
 AY0865
 AY0865.Superseded values are not recommended for survey control.
 AY0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0865.See file dsdata.txt to determine how the superseded data were derived.
 AY0865
 AY0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT036423(NAD 83)
 AY0865_MARKER: DB = BENCH MARK DISK
 AY0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0865_SP_SET: BRIDGE ABUTMENT
 AY0865_STAMPING: I 35 ELEV 865.94 FT
 AY0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0865
 AY0865  HISTORY     - Date     Condition        Report By
 AY0865  HISTORY     - UNK      MONUMENTED       CGS
 AY0865  HISTORY     - 1957     GOOD             NGS
 AY0865  HISTORY     - 19970210 GOOD             USPSQD
 AY0865  HISTORY     - 20020218 GOOD             USPSQD
 AY0865
 AY0865                          STATION DESCRIPTION
 AY0865
 AY0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0865'11.35 MI SW FROM LACOSTE.
 AY0865'11.35 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AY0865'THE STATION AT LACOSTE, 17 POLES NORTHWEST OF MILEPOST 245, 4.7 FEET
 AY0865'SOUTHWEST OF THE SOUTHWEST RAIL, 1.5 FEET BELOW THE TOP OF THE RAILS,
 AY0865'0.5 MILE SOUTHEAST OF BENCH MARK F 1095, SET IN THE TOP OF THE
 AY0865'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE 245.59 OVER THE SAN
 AY0865'FRANCISCO RIVER.  THE RETAINING WALL HAVE BEEN BUILT UP AND THE MARK
 AY0865'IS NOW 0.8 FOOT BELOW THE TOP OF THE CONCRETE.  ACCESS TO IT IS HAD
 AY0865'THROUGH A 6 INCH HOLE.
 AY0865
 AY0865                          STATION RECOVERY (1997)
 AY0865
 AY0865'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0865'RECOVERED IN GOOD CONDITION.
 AY0865
 AY0865                          STATION RECOVERY (2002)
 AY0865
 AY0865'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0753 ***********************************************************************
 AY0753  DESIGNATION -  I36
 AY0753  PID         -  AY0753
 AY0753  STATE/COUNTY-  TX/BEXAR
 AY0753  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0753
 AY0753                         *CURRENT SURVEY CONTROL
 AY0753  ___________________________________________________________________
 AY0753* NAD 83(1986)-  29 23 02.     (N)    098 33 05.     (W)     SCALED    
 AY0753* NAVD 88     -       205.373  (meters)     673.79   (feet)  ADJUSTED  
 AY0753  ___________________________________________________________________
 AY0753  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AY0753  DYNAMIC HT  -         205.075 (meters)     672.82  (feet)  COMP
 AY0753  MODELED GRAV-     979,188.2   (mgal)                       NAVD 88
 AY0753
 AY0753  VERT ORDER  -  FIRST     CLASS II
 AY0753
 AY0753.The horizontal coordinates were scaled from a topographic map and have
 AY0753.an estimated accuracy of +/- 6 seconds.
 AY0753
 AY0753.The orthometric height was determined by differential leveling
 AY0753.and adjusted by the National Geodetic Survey in June 1991..
 AY0753
 AY0753.The geoid height was determined by GEOID03.
 AY0753
 AY0753.The dynamic height is computed by dividing the NAVD 88
 AY0753.geopotential number by the normal gravity value computed on the
 AY0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0753.degrees latitude (g = 980.6199 gals.).
 AY0753
 AY0753.The modeled gravity was interpolated from observed gravity values.
 AY0753
 AY0753;                    North         East    Units  Estimated Accuracy
 AY0753;SPC TXSC     - 4,171,930.      643,540.      MT  (+/- 180 meters Scaled)
 AY0753
 AY0753                          SUPERSEDED SURVEY CONTROL
 AY0753
 AY0753  NGVD 29 (??/??/92)  205.260  (m)          673.42   (f) ADJ UNCH    1 2
 AY0753
 AY0753.Superseded values are not recommended for survey control.
 AY0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0753.See file dsdata.txt to determine how the superseded data were derived.
 AY0753
 AY0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT435506(NAD 83)
 AY0753_MARKER: DB = BENCH MARK DISK
 AY0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0753_STAMPING: I 36 1917 ELEV. 673.27 FT.
 AY0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0753+STABILITY: SURFACE MOTION
 AY0753
 AY0753  HISTORY     - Date     Condition        Report By
 AY0753  HISTORY     - 1917     MONUMENTED       CGS
 AY0753  HISTORY     - 1943     GOOD             NGS
 AY0753  HISTORY     - 1946     POOR             NGS
 AY0753  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY0753
 AY0753                          STATION DESCRIPTION
 AY0753
 AY0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0753'7.0 MI SW FROM SAN ANTONIO.
 AY0753'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0753'PROCEED 7.0 MILES SOUTHWESTERLY ALONG THE TRACKS TO MILE POST NO.216
 AY0753'AND SITE OF BENCH MARK.  BENCH MARK IS 43.6 FEET SOUTHEAST OF THE
 AY0753'SOUTHEAST RAIL AND ABOUT 2.5 FEET BELOW THE CENTERLINE OF TRACK.  IT
 AY0753'IS 29.0 FEET SOUTH OF MILE POST NO.216.  MONUMENT IS 3.0 FEET
 AY0753'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5
 AY0753'FOOT.
 AY0753
 AY0753                          STATION RECOVERY (1946)
 AY0753
 AY0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 AY0753'MARK RECOVERED IN POOR CONDITION.
 AY0753
 AY0753                          STATION RECOVERY (1995)
 AY0753
 AY0753'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0173 ***********************************************************************
 AO0173  DESIGNATION -  I37
 AO0173  PID         -  AO0173
 AO0173  STATE/COUNTY-  TX/FRIO
 AO0173  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0173
 AO0173                         *CURRENT SURVEY CONTROL
 AO0173  ___________________________________________________________________
 AO0173* NAD 83(1986)-  28 55 48.     (N)    099 05 08.     (W)     SCALED    
 AO0173* NAVD 88     -       200.509  (meters)     657.84   (feet)  POSTED    
 AO0173  ___________________________________________________________________
 AO0173  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 AO0173  DYNAMIC HT  -         200.220 (meters)     656.89  (feet)  COMP
 AO0173  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AO0173
 AO0173  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AO0173
 AO0173.The horizontal coordinates were scaled from a topographic map and have
 AO0173.an estimated accuracy of +/- 6 seconds.
 AO0173
 AO0173.The orthometric height was determined by differential leveling
 AO0173.and adjusted by the National Geodetic Survey in 1992..
 AO0173.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AO0173.rate of 0.0 thru 1.0 mm/km.
 AO0173
 AO0173.The geoid height was determined by GEOID03.
 AO0173
 AO0173.The dynamic height is computed by dividing the NAVD 88
 AO0173.geopotential number by the normal gravity value computed on the
 AO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0173.degrees latitude (g = 980.6199 gals.).
 AO0173
 AO0173.The modeled gravity was interpolated from observed gravity values.
 AO0173
 AO0173;                    North         East    Units  Estimated Accuracy
 AO0173;SPC TXSC     - 4,121,540.      591,660.      MT  (+/- 180 meters Scaled)
 AO0173
 AO0173                          SUPERSEDED SURVEY CONTROL
 AO0173
 AO0173.No superseded survey control is available for this station.
 AO0173
 AO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT916002(NAD 83)
 AO0173_MARKER: Z = SEE DESCRIPTION
 AO0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0173_SP_SET: STONE POST
 AO0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0173+STABILITY: SURFACE MOTION
 AO0173
 AO0173  HISTORY     - Date     Condition        Report By
 AO0173  HISTORY     - UNK      MONUMENTED       CGS
 AO0173  HISTORY     - 1956     MARK NOT FOUND   NGS
 AO0173  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AO0173  HISTORY     - 20030523 MARK NOT FOUND   USPSQD
 AO0173
 AO0173                          STATION DESCRIPTION
 AO0173
 AO0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0173'2.8 MI N FROM PEARSALL.
 AO0173'2.8 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AO0173'PEARSALL, FRIO COUNTY, 80 FEET NORTH OF MILEPOST 310, AND 50 FEET EAST
 AO0173'OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE, FLANKED BY THE LETTERS
 AO0173'USBM IN THE TOP OF A STONE POST.
 AO0173
 AO0173                          STATION RECOVERY (1998)
 AO0173
 AO0173'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0173'MARK NOT FOUND.
 AO0173
 AO0173                          STATION RECOVERY (2003)
 AO0173
 AO0173'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1255 ***********************************************************************
 AN1255  DESIGNATION -  I40
 AN1255  PID         -  AN1255
 AN1255  STATE/COUNTY-  TX/REFUGIO
 AN1255  USGS QUAD   -  VIDAURRI (1978)
 AN1255
 AN1255                         *CURRENT SURVEY CONTROL
 AN1255  ___________________________________________________________________
 AN1255* NAD 83(1986)-  28 24 52.     (N)    097 09 43.     (W)     SCALED    
 AN1255* NAVD 88     -        20.18   (+/-2cm)      66.2    (feet)  VERTCON   
 AN1255  ___________________________________________________________________
 AN1255  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1255
 AN1255  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1255
 AN1255.The horizontal coordinates were scaled from a topographic map and have
 AN1255.an estimated accuracy of +/- 6 seconds.
 AN1255
 AN1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1255.The vertical order pertains to the NGVD 29 superseded value.
 AN1255
 AN1255.The geoid height was determined by GEOID03.
 AN1255
 AN1255;                    North         East    Units  Estimated Accuracy
 AN1255;SPC TXSC     - 4,065,820.      780,090.      MT  (+/- 180 meters Scaled)
 AN1255
 AN1255                          SUPERSEDED SURVEY CONTROL
 AN1255
 AN1255  NGVD 29 (??/??/92)   20.33   (m)           66.7    (f) COMPUTED    1 2
 AN1255
 AN1255.Superseded values are not recommended for survey control.
 AN1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1255.See file dsdata.txt to determine how the superseded data were derived.
 AN1255
 AN1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS800444(NAD 83)
 AN1255_MARKER: DB = BENCH MARK DISK
 AN1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1255_STAMPING: I 40 1918 ELEV. 66.814 FT.
 AN1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1255+STABILITY: SURFACE MOTION
 AN1255
 AN1255  HISTORY     - Date     Condition        Report By
 AN1255  HISTORY     - 1918     MONUMENTED       CGS
 AN1255  HISTORY     - 1942     GOOD             NGS
 AN1255  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1255  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1255
 AN1255                          STATION DESCRIPTION
 AN1255
 AN1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AN1255'2.7 MI NE FROM GRETA.
 AN1255'TO REACH FROM THE RAILROAD STATION SIGN POST GRETA, PROCEED 2.7 MILES
 AN1255'NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD AND
 AN1255'SITE OF BENCH MARK.  BENCH MARK IS 3 POLES NORTHEAST OF MILE POST NO.
 AN1255'196, ABOUT 42.0 FEET NORTHWEST OF AND 3.0 FEET BELOW CENTERLINE OF
 AN1255'TRACK.  IT IS 6.0 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE.  MONUMENT
 AN1255'IS 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AN1255'PROJECTS 1.0 FOOT.  A DISK SET IN CONCRETE POST.  NOTE-- THIS BENCH
 AN1255'MARK IS ALSO 2.2 MILES SOUTHWEST OF THE RAILROAD STATION SIGN POST
 AN1255'VIDAURI.
 AN1255
 AN1255                          STATION RECOVERY (1978)
 AN1255
 AN1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1255'NOT RECOVERED ON THIS DATE.
 AN1255
 AN1255                          STATION RECOVERY (1994)
 AN1255
 AN1255'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0757 ***********************************************************************
 AH0757  DESIGNATION -  I47
 AH0757  PID         -  AH0757
 AH0757  STATE/COUNTY-  TX/KLEBERG
 AH0757  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0757
 AH0757                         *CURRENT SURVEY CONTROL
 AH0757  ___________________________________________________________________
 AH0757* NAD 83(1986)-  27 31 01.     (N)    097 52 05.     (W)     SCALED    
 AH0757* NAVD 88     -        21.437  (meters)      70.33   (feet)  ADJUSTED  
 AH0757  ___________________________________________________________________
 AH0757  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AH0757  DYNAMIC HT  -          21.403 (meters)      70.22  (feet)  COMP
 AH0757  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 AH0757
 AH0757  VERT ORDER  -  FIRST     CLASS II
 AH0757
 AH0757.The horizontal coordinates were scaled from a topographic map and have
 AH0757.an estimated accuracy of +/- 6 seconds.
 AH0757
 AH0757.The orthometric height was determined by differential leveling
 AH0757.and adjusted by the National Geodetic Survey in June 1991..
 AH0757.WARNING-Repeat measurements at this control monument indicate possible
 AH0757.vertical movement.
 AH0757
 AH0757.The geoid height was determined by GEOID03.
 AH0757
 AH0757.The dynamic height is computed by dividing the NAVD 88
 AH0757.geopotential number by the normal gravity value computed on the
 AH0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0757.degrees latitude (g = 980.6199 gals.).
 AH0757
 AH0757.The modeled gravity was interpolated from observed gravity values.
 AH0757
 AH0757;                    North         East    Units  Estimated Accuracy
 AH0757;SPC TX S     - 5,205,150.      362,430.      MT  (+/- 180 meters Scaled)
 AH0757
 AH0757                          SUPERSEDED SURVEY CONTROL
 AH0757
 AH0757  NGVD 29 (??/??/92)   21.685  (m)           71.14   (f) ADJ UNCH    1 2
 AH0757
 AH0757.Superseded values are not recommended for survey control.
 AH0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0757.See file dsdata.txt to determine how the superseded data were derived.
 AH0757
 AH0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR117442(NAD 83)
 AH0757_MARKER: DB = BENCH MARK DISK
 AH0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0757_SP_SET: BUILDING
 AH0757_STAMPING: ELEV 71.319 FT I 47 1917
 AH0757_MARK LOGO: CGS   
 AH0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0757
 AH0757  HISTORY     - Date     Condition        Report By
 AH0757  HISTORY     - 1917     MONUMENTED       CGS
 AH0757  HISTORY     - 1974     GOOD             NGS
 AH0757  HISTORY     - 1981     GOOD             NGS
 AH0757
 AH0757                          STATION DESCRIPTION
 AH0757
 AH0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AH0757'IN KINGSVILLE.
 AH0757'AT KINGSVILLE, KLEBERG COUNTY, IN THE WEST BRICK WALL OF THE SOUTHERN
 AH0757'PACIFIC LINES STATION, 2.0 FEET NORTH OF THE ENTRANCE TO THE WAITING
 AH0757'ROOM, AND 4.5 FEET HIGHER THAN THE SIDEWALK.  A STANDARD DISK, SET
 AH0757'VERTICALLY.
 AH0757
 AH0757                          STATION RECOVERY (1974)
 AH0757
 AH0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AH0757'RECOVERED IN GOOD CONDITION.
 AH0757
 AH0757                          STATION RECOVERY (1981)
 AH0757
 AH0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0402 ***********************************************************************
 AB0402  DESIGNATION -  I48
 AB0402  PID         -  AB0402
 AB0402  STATE/COUNTY-  TX/WILLACY
 AB0402  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0402
 AB0402                         *CURRENT SURVEY CONTROL
 AB0402  ___________________________________________________________________
 AB0402* NAD 83(1986)-  26 24 34.     (N)    097 47 22.     (W)     SCALED    
 AB0402* NAVD 88     -        12.882  (meters)      42.26   (feet)  ADJUSTED  
 AB0402  ___________________________________________________________________
 AB0402  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AB0402  DYNAMIC HT  -          12.862 (meters)      42.20  (feet)  COMP
 AB0402  MODELED GRAV-     979,042.9   (mgal)                       NAVD 88
 AB0402
 AB0402  VERT ORDER  -  FIRST     CLASS II
 AB0402
 AB0402.The horizontal coordinates were scaled from a topographic map and have
 AB0402.an estimated accuracy of +/- 6 seconds.
 AB0402
 AB0402.The orthometric height was determined by differential leveling
 AB0402.and adjusted by the National Geodetic Survey in June 1991..
 AB0402
 AB0402.The geoid height was determined by GEOID03.
 AB0402
 AB0402.The dynamic height is computed by dividing the NAVD 88
 AB0402.geopotential number by the normal gravity value computed on the
 AB0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0402.degrees latitude (g = 980.6199 gals.).
 AB0402
 AB0402.The modeled gravity was interpolated from observed gravity values.
 AB0402
 AB0402;                    North         East    Units  Estimated Accuracy
 AB0402;SPC TX S     - 5,082,490.      370,890.      MT  (+/- 180 meters Scaled)
 AB0402
 AB0402                          SUPERSEDED SURVEY CONTROL
 AB0402
 AB0402.No superseded survey control is available for this station.
 AB0402
 AB0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ207215(NAD 83)
 AB0402_MARKER: DB = BENCH MARK DISK
 AB0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0402_SP_SET: BUILDING
 AB0402_STAMPING: I 48 1917 ELEV 42.451 FT
 AB0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0402
 AB0402  HISTORY     - Date     Condition        Report By
 AB0402  HISTORY     - 1917     MONUMENTED       CGS
 AB0402  HISTORY     - 1951     GOOD             NGS
 AB0402  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0402
 AB0402                          STATION DESCRIPTION
 AB0402
 AB0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0402'IN LYFORD.
 AB0402'AT LYFORD, 183 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ST.
 AB0402'LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION, 3.4 FEET SOUTH OF THE
 AB0402'CENTER OF THE DOOR OF A VACANT BUILDING OWNED BY TOM HERNANDEZ, THIS
 AB0402'BUILDING WAS FORMERLY OCCUPIED BY THE FIRST STATE BANK, 5.1 FEET ABOVE
 AB0402'THE SIDEWALK, SET VERTICALLY IN THE WEST WALL OF THE BUILDING. NOTE--
 AB0402'NOW THE SOUTHERN PACIFIC LINES.
 AB0402
 AB0402                          STATION RECOVERY (1981)
 AB0402
 AB0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0402'NOT RECOVERED, CONSIDERED DESTROYED, HOLE FOUND DISK WAS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0749 ***********************************************************************
 AB0749  DESIGNATION -  I5 C CO
 AB0749  PID         -  AB0749
 AB0749  STATE/COUNTY-  TX/CAMERON
 AB0749  USGS QUAD   -  LA FERIA (1970)
 AB0749
 AB0749                         *CURRENT SURVEY CONTROL
 AB0749  ___________________________________________________________________
 AB0749* NAD 83(1986)-  26 10 59.     (N)    097 49 27.     (W)     SCALED    
 AB0749* NAVD 88     -        17.317  (meters)      56.81   (feet)  ADJUSTED  
 AB0749  ___________________________________________________________________
 AB0749  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AB0749  DYNAMIC HT  -          17.289 (meters)      56.72  (feet)  COMP
 AB0749  MODELED GRAV-     979,025.3   (mgal)                       NAVD 88
 AB0749
 AB0749  VERT ORDER  -  SECOND    CLASS 0
 AB0749
 AB0749.The horizontal coordinates were scaled from a topographic map and have
 AB0749.an estimated accuracy of +/- 6 seconds.
 AB0749
 AB0749.The orthometric height was determined by differential leveling
 AB0749.and adjusted by the National Geodetic Survey in June 1991..
 AB0749
 AB0749.The geoid height was determined by GEOID03.
 AB0749
 AB0749.The dynamic height is computed by dividing the NAVD 88
 AB0749.geopotential number by the normal gravity value computed on the
 AB0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0749.degrees latitude (g = 980.6199 gals.).
 AB0749
 AB0749.The modeled gravity was interpolated from observed gravity values.
 AB0749
 AB0749;                    North         East    Units  Estimated Accuracy
 AB0749;SPC TX S     - 5,057,390.      367,560.      MT  (+/- 180 meters Scaled)
 AB0749
 AB0749                          SUPERSEDED SURVEY CONTROL
 AB0749
 AB0749  NGVD 29 (??/??/92)   17.431  (m)           57.19   (f) ADJ UNCH    2 0
 AB0749
 AB0749.Superseded values are not recommended for survey control.
 AB0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0749.See file dsdata.txt to determine how the superseded data were derived.
 AB0749
 AB0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP174964(NAD 83)
 AB0749_MARKER: DD = SURVEY DISK
 AB0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0749_SP_SET: CULVERT
 AB0749_STAMPING: I 5 56.95
 AB0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0749
 AB0749  HISTORY     - Date     Condition        Report By
 AB0749  HISTORY     - UNK      MONUMENTED
 AB0749  HISTORY     - 1942     GOOD             NGS
 AB0749  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0749
 AB0749                          STATION DESCRIPTION
 AB0749
 AB0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0749'4.6 MI S FROM SANTA ROSA.
 AB0749'TO REACH FROM THE NORTH SCHOOL AT SANTA ROSA, PROCEED 4.6 MILES
 AB0749'SOUTHERLY ALONG DUKES HIGHWAY TO A CONCRETE CULVERT AND SITE OF BENCH
 AB0749'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE
 AB0749'WEST HEADWALL OF A 3X3 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY. IT
 AB0749'IS 0.1 MILE SOUTH OF THE INTERSECTION OF A DIRT CROSS ROAD, 15.3 FEET
 AB0749'WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AB0749
 AB0749                          STATION RECOVERY (1981)
 AB0749
 AB0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0749'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0182 ***********************************************************************
 AM0182  DESIGNATION -  I51
 AM0182  PID         -  AM0182
 AM0182  STATE/COUNTY-  TX/MATAGORDA
 AM0182  USGS QUAD   -  BAY CITY (1972)
 AM0182
 AM0182                         *CURRENT SURVEY CONTROL
 AM0182  ___________________________________________________________________
 AM0182* NAD 83(1986)-  28 58 35.     (N)    095 58 06.     (W)     SCALED    
 AM0182* NAVD 88     -        16.93   (+/-2cm)      55.5    (feet)  VERTCON   
 AM0182  ___________________________________________________________________
 AM0182  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AM0182
 AM0182  VERT ORDER  -  THIRD (See Below)
 AM0182
 AM0182.The horizontal coordinates were scaled from a topographic map and have
 AM0182.an estimated accuracy of +/- 6 seconds.
 AM0182
 AM0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0182.The vertical order pertains to the NGVD 29 superseded value.
 AM0182
 AM0182.The geoid height was determined by GEOID03.
 AM0182
 AM0182;                    North         East    Units  Estimated Accuracy
 AM0182;SPC TXSC     - 4,130,510.      895,400.      MT  (+/- 180 meters Scaled)
 AM0182
 AM0182                          SUPERSEDED SURVEY CONTROL
 AM0182
 AM0182  NGVD 29 (??/??/??)   16.95   (m)           55.6    (f) RESET       3  
 AM0182
 AM0182.Superseded values are not recommended for survey control.
 AM0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0182.See file dsdata.txt to determine how the superseded data were derived.
 AM0182
 AM0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN107090(NAD 83)
 AM0182_MARKER: DB = BENCH MARK DISK
 AM0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0182_SP_SET: BUILDING
 AM0182_STAMPING: I 51 1918 ELEV. 56.480 FT.
 AM0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0182
 AM0182  HISTORY     - Date     Condition        Report By
 AM0182  HISTORY     - 1918     MONUMENTED       CGS
 AM0182  HISTORY     - 1972     GOOD             NGS
 AM0182  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AM0182
 AM0182                          STATION DESCRIPTION
 AM0182
 AM0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0182'IN BAY CITY.
 AM0182'AT BAY CITY, ALONG THE MISSOURI PACIFIC RAILROAD, ABOUT 0.1 MILE EAST
 AM0182'OF THE CROSSING OF AVENUE F, AT THE RAILROAD STATION, SET VERTICALLY
 AM0182'IN THE SOUTH BRICK WALL OF THE STATION, 19.0 FEET NORTH OF THE NORTH
 AM0182'RAIL OF THE MAIN TRACK, 18 FEET WEST OF THE EXTENDED CENTER LINE OF
 AM0182'AVENUE G SOUTH, 26.0 FEET EAST OF THE SOUTHWEST CORNER OF THE
 AM0182'BUILDING, 1.4 FEET EAST OF THE EAST EDGE OF DOOR TO THE WAITING ROOM,
 AM0182'ABOUT 4 FEET HIGHER THAN THE TRACK AND 4.0 FEET ABOVE THE GROUND.
 AM0182
 AM0182                          STATION RECOVERY (1996)
 AM0182
 AM0182'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0257 ***********************************************************************
 BL0257  DESIGNATION -  I57
 BL0257  PID         -  BL0257
 BL0257  STATE/COUNTY-  TX/JEFFERSON
 BL0257  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0257
 BL0257                         *CURRENT SURVEY CONTROL
 BL0257  ___________________________________________________________________
 BL0257* NAD 83(1986)-  30 04 40.     (N)    094 06 43.     (W)     SCALED    
 BL0257* NAVD 88     -         7.713  (meters)      25.31   (feet)  ADJUSTED  
 BL0257  ___________________________________________________________________
 BL0257  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0257  DYNAMIC HT  -           7.703 (meters)      25.27  (feet)  COMP
 BL0257  MODELED GRAV-     979,307.5   (mgal)                       NAVD 88
 BL0257
 BL0257  VERT ORDER  -  FIRST     CLASS II
 BL0257
 BL0257.The horizontal coordinates were scaled from a topographic map and have
 BL0257.an estimated accuracy of +/- 6 seconds.
 BL0257
 BL0257.The orthometric height was determined by differential leveling
 BL0257.and adjusted by the National Geodetic Survey in June 1991..
 BL0257
 BL0257.The geoid height was determined by GEOID03.
 BL0257
 BL0257.The dynamic height is computed by dividing the NAVD 88
 BL0257.geopotential number by the normal gravity value computed on the
 BL0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0257.degrees latitude (g = 980.6199 gals.).
 BL0257
 BL0257.The modeled gravity was interpolated from observed gravity values.
 BL0257
 BL0257;                    North         East    Units  Estimated Accuracy
 BL0257;SPC TXSC     - 4,258,600.    1,071,100.      MT  (+/- 180 meters Scaled)
 BL0257
 BL0257                          SUPERSEDED SURVEY CONTROL
 BL0257
 BL0257  NGVD 29 (??/??/92)    7.736  (m)           25.38   (f) ADJ UNCH    1 2
 BL0257
 BL0257.Superseded values are not recommended for survey control.
 BL0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0257.See file dsdata.txt to determine how the superseded data were derived.
 BL0257
 BL0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP928279(NAD 83)
 BL0257_MARKER: DB = BENCH MARK DISK
 BL0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0257_SP_SET: WALL
 BL0257_STAMPING: I 57 1918 ELEV 26.112 FT
 BL0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0257
 BL0257  HISTORY     - Date     Condition        Report By
 BL0257  HISTORY     - 1918     MONUMENTED       CGS
 BL0257  HISTORY     - 1972     GOOD             NGS
 BL0257  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BL0257  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0257
 BL0257                          STATION DESCRIPTION
 BL0257
 BL0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0257'IN BEAUMONT.
 BL0257'AT BEAUMONT, ABOUT 0.15 MILE EAST ALONG CEDAR STREET FROM THE JUNCTION
 BL0257'OF 4TH STREET, AT THE CROSSING OF CEDAR STREET AND THE ATCHISON TOPEKA
 BL0257'AND SANTA FE RAILROAD, 0.1 MILE NORTH OF THE CROSSING OF THE AT AND SF
 BL0257'AND MISSOURI PACIFIC RAILROAD, 108 FEET WEST OF THE WEST RAIL, 105
 BL0257'FEET NORTH OF THE CENTER LINE OF CEDAR STREET, SET VERTICALLY IN THE
 BL0257'EAST BRICK WALL FOR THE COMET RICE MILLS WAREHOUSE, 3.5 FEET NORTH OF
 BL0257'THE SOUTHEAST CORNER OF THE BUILDING, 3.2 FEET ABOVE THE LOADING
 BL0257'PLATFORM.
 BL0257
 BL0257                          STATION RECOVERY (1985)
 BL0257
 BL0257'RECOVERY NOTE BY US POWER SQUADRON 1985
 BL0257'MARK NOT FOUND.
 BL0257
 BL0257                          STATION RECOVERY (1988)
 BL0257
 BL0257'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0394 ***********************************************************************
 AE0394  DESIGNATION -  I60
 AE0394  PID         -  AE0394
 AE0394  STATE/COUNTY-  TX/HIDALGO
 AE0394  USGS QUAD   -  LA JOYA (1982)
 AE0394
 AE0394                         *CURRENT SURVEY CONTROL
 AE0394  ___________________________________________________________________
 AE0394* NAD 83(1986)-  26 13 57.     (N)    098 28 12.     (W)     SCALED    
 AE0394* NAVD 88     -        38.130  (meters)     125.10   (feet)  ADJUSTED  
 AE0394  ___________________________________________________________________
 AE0394  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE0394  DYNAMIC HT  -          38.067 (meters)     124.89  (feet)  COMP
 AE0394  MODELED GRAV-     978,988.1   (mgal)                       NAVD 88
 AE0394
 AE0394  VERT ORDER  -  FIRST     CLASS II
 AE0394
 AE0394.The horizontal coordinates were scaled from a topographic map and have
 AE0394.an estimated accuracy of +/- 6 seconds.
 AE0394
 AE0394.The orthometric height was determined by differential leveling
 AE0394.and adjusted by the National Geodetic Survey in June 1991..
 AE0394
 AE0394.The geoid height was determined by GEOID03.
 AE0394
 AE0394.The dynamic height is computed by dividing the NAVD 88
 AE0394.geopotential number by the normal gravity value computed on the
 AE0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0394.degrees latitude (g = 980.6199 gals.).
 AE0394
 AE0394.The modeled gravity was interpolated from observed gravity values.
 AE0394
 AE0394;                    North         East    Units  Estimated Accuracy
 AE0394;SPC TX S     - 5,062,690.      303,000.      MT  (+/- 180 meters Scaled)
 AE0394
 AE0394                          SUPERSEDED SURVEY CONTROL
 AE0394
 AE0394  NGVD 29 (??/??/92)   38.244  (m)          125.47   (f) ADJ UNCH    1 2
 AE0394
 AE0394.Superseded values are not recommended for survey control.
 AE0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0394.See file dsdata.txt to determine how the superseded data were derived.
 AE0394
 AE0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ529015(NAD 83)
 AE0394_MARKER: P = PIPE CAP
 AE0394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE0394_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AE0394_STAMPING: 125.197 1913 S
 AE0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0394
 AE0394  HISTORY     - Date     Condition        Report By
 AE0394  HISTORY     - 1913     MONUMENTED       USGS
 AE0394  HISTORY     - 1942     GOOD             NGS
 AE0394  HISTORY     - 1943     GOOD             CGS
 AE0394  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0394
 AE0394                          STATION DESCRIPTION
 AE0394
 AE0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0394'4.0 MI E FROM SAN FORDYCE.
 AE0394'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT SAM FORDYCE--
 AE0394'PROCEED 4.0 MILES EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD TO THE
 AE0394'SITE OF THE BENCH MARK.  BENCH MARK IS 37.0 FEET WEST OF MILE POLE NO.
 AE0394'49, 51.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AE0394'TRACKS.  IT IS 30.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 AE0394'PARALLELLING THE TRACK AND 2.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AE0394'POST.  A U.S. GEOLOGICAL SURVEY STANDARD CAP RIVETED ON TOP OF A 3 1/2
 AE0394'INCH IRON PIPE PROJECTING 1.5 FEET.
 AE0394
 AE0394                          STATION RECOVERY (1943)
 AE0394
 AE0394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 AE0394'BENCH MARK IS ABOUT 1.6 MILES WESTERLY ALONG THE MISSOURI PACIFIC
 AE0394'RAILROAD FROM THE STATION AT PENITAS, 36.0 FEET WEST OF MILE POLE NO.
 AE0394'A-49, AND ABOUT 160.0 FEET WEST OF A SMALL CANAL. IT IS 51.0 FEET
 AE0394'NORTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE TRACKS, 28.0
 AE0394'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD PARALLELING THE
 AE0394'RAILROAD, AND 2.0 FEET WEST OF A 4 X 4 INCH WOODEN MARKER POST. AU.
 AE0394'S. G. S. BRASS CAP RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 AE0394'PRJOCETING 1.5 FEET.
 AE0394
 AE0394                          STATION RECOVERY (1981)
 AE0394
 AE0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0394'MARK NOT RECOVERED. DITCH DUG IN DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0038 ***********************************************************************
 AP0038  DESIGNATION -  I64
 AP0038  PID         -  AP0038
 AP0038  STATE/COUNTY-  TX/ZAVALA
 AP0038  USGS QUAD   -  COMETA (1974)
 AP0038
 AP0038                         *CURRENT SURVEY CONTROL
 AP0038  ___________________________________________________________________
 AP0038* NAD 83(1986)-  28 40 21.     (N)    100 06 27.     (W)     SCALED    
 AP0038* NAVD 88     -       197.677  (meters)     648.55   (feet)  POSTED    
 AP0038  ___________________________________________________________________
 AP0038  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AP0038  DYNAMIC HT  -         197.380 (meters)     647.57  (feet)  COMP
 AP0038  MODELED GRAV-     979,159.7   (mgal)                       NAVD 88
 AP0038
 AP0038  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AP0038
 AP0038.The horizontal coordinates were scaled from a topographic map and have
 AP0038.an estimated accuracy of +/- 6 seconds.
 AP0038
 AP0038.The orthometric height was determined by differential leveling
 AP0038.and adjusted by the National Geodetic Survey in 1992..
 AP0038.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AP0038.rate greater than 8.0 mm/km.
 AP0038
 AP0038.The geoid height was determined by GEOID03.
 AP0038
 AP0038.The dynamic height is computed by dividing the NAVD 88
 AP0038.geopotential number by the normal gravity value computed on the
 AP0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0038.degrees latitude (g = 980.6199 gals.).
 AP0038
 AP0038.The modeled gravity was interpolated from observed gravity values.
 AP0038
 AP0038;                    North         East    Units  Estimated Accuracy
 AP0038;SPC TXSC     - 4,093,520.      491,760.      MT  (+/- 180 meters Scaled)
 AP0038
 AP0038                          SUPERSEDED SURVEY CONTROL
 AP0038
 AP0038.No superseded survey control is available for this station.
 AP0038
 AP0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS917722(NAD 83)
 AP0038_MARKER: DB = BENCH MARK DISK
 AP0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AP0038_SP_SET: BRIDGE ABUTMENT
 AP0038_STAMPING: I 64 1919
 AP0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0038
 AP0038  HISTORY     - Date     Condition        Report By
 AP0038  HISTORY     - 1919     MONUMENTED       CGS
 AP0038  HISTORY     - 1957     MARK NOT FOUND   NGS
 AP0038
 AP0038                          STATION DESCRIPTION
 AP0038
 AP0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0038'5.9 MI W FROM COMETA.
 AP0038'ABOUT 5.9 MILES NORTH OF COMETA, ZALLA COUNTY, IN THE NORTHWEST
 AP0038'CONCRETE ABUTMENT OF THE BRIDGE ON THE EAGLE PASS-CARRIZO SPRINGS
 AP0038'ROAD.  A STANDARD DISK, STAMPED I 64 1919.  NOTE-- THE ABUTMENT AND
 AP0038'WINGWALL OF THE BRIDGE HAS BEEN RAMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0565 ***********************************************************************
 BZ0565  DESIGNATION -  I65
 BZ0565  PID         -  BZ0565
 BZ0565  STATE/COUNTY-  TX/HILL
 BZ0565  USGS QUAD   -  IRENE (1978)
 BZ0565
 BZ0565                         *CURRENT SURVEY CONTROL
 BZ0565  ___________________________________________________________________
 BZ0565* NAD 83(1986)-  31 54 24.     (N)    096 51 34.     (W)     SCALED    
 BZ0565* NAVD 88     -       139.998  (meters)     459.31   (feet)  ADJUSTED  
 BZ0565  ___________________________________________________________________
 BZ0565  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BZ0565  DYNAMIC HT  -         139.829 (meters)     458.76  (feet)  COMP
 BZ0565  MODELED GRAV-     979,431.6   (mgal)                       NAVD 88
 BZ0565
 BZ0565  VERT ORDER  -  FIRST     CLASS II
 BZ0565
 BZ0565.The horizontal coordinates were scaled from a topographic map and have
 BZ0565.an estimated accuracy of +/- 6 seconds.
 BZ0565
 BZ0565.The orthometric height was determined by differential leveling
 BZ0565.and adjusted by the National Geodetic Survey in June 1991..
 BZ0565.WARNING-Repeat measurements at this control monument indicate possible
 BZ0565.vertical movement.
 BZ0565
 BZ0565.The geoid height was determined by GEOID03.
 BZ0565
 BZ0565.The dynamic height is computed by dividing the NAVD 88
 BZ0565.geopotential number by the normal gravity value computed on the
 BZ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0565.degrees latitude (g = 980.6199 gals.).
 BZ0565
 BZ0565.The modeled gravity was interpolated from observed gravity values.
 BZ0565
 BZ0565;                    North         East    Units  Estimated Accuracy
 BZ0565;SPC TXNC     - 2,027,830.      755,180.      MT  (+/- 180 meters Scaled)
 BZ0565
 BZ0565                          SUPERSEDED SURVEY CONTROL
 BZ0565
 BZ0565  NGVD 29 (??/??/92)  139.971  (m)          459.22   (f) ADJ UNCH    1 2
 BZ0565
 BZ0565.Superseded values are not recommended for survey control.
 BZ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0565.See file dsdata.txt to determine how the superseded data were derived.
 BZ0565
 BZ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA024320(NAD 83)
 BZ0565_MARKER: DB = BENCH MARK DISK
 BZ0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0565_SP_SET: CULVERT
 BZ0565_STAMPING: I 65 1919
 BZ0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0565
 BZ0565  HISTORY     - Date     Condition        Report By
 BZ0565  HISTORY     - 1919     MONUMENTED       CGS
 BZ0565  HISTORY     - 1952     GOOD             NGS
 BZ0565  HISTORY     - 1980     GOOD             NGS
 BZ0565  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ0565  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0565
 BZ0565                          STATION DESCRIPTION
 BZ0565
 BZ0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0565'2.2 MI E FROM MALONE.
 BZ0565'1.8 MILES EAST ALONG STATE HIGHWAY 171 FROM THE MISSOURI PACIFIC
 BZ0565'RAILROAD STATION AT MALONE, THENCE 0.4 MILE NORTHEAST ALONG A PRIVATE
 BZ0565'ROAD, 285 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 8 FEET
 BZ0565'SOUTHWEST OF THE CENTER LINE OF THE ABANDONED BURLINGTON AND ROCK
 BZ0565'ISLAND RAILROAD GRADE, SET IN THE TOP OF THE NORTHWEST END OF THE
 BZ0565'SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE OLD RAILROAD GRADE.
 BZ0565
 BZ0565                          STATION RECOVERY (1980)
 BZ0565
 BZ0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0565'4.3 KM. (2.05 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ0565'OF FARM ROAD 308 IN MALONE, THENCE 0.6 KM. (0.4 MI.) NORTHEAST ALONG A
 BZ0565'PRIVATE ROAD, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 BZ0565'HEADWALL OF A CONCRETE CULVERT UNDER THE OLD BURLINGTON AND ROCK
 BZ0565'ISLAND RAILROAD GRADE, 86.9 M. (285 FT.) SOUTHEAST OF THE CENTERLINE
 BZ0565'OF THE PRIVATE ROAD, 2.4 M. (8.0 FT.) SOUTHWEST OF THE CENTER OF THE
 BZ0565'ABANDONED RAILROAD GRADE.
 BZ0565'THE MARK IS 0.3 M BELOW THE RAILROAD GRADE.
 BZ0565
 BZ0565                          STATION RECOVERY (1999)
 BZ0565
 BZ0565'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0565'MARK NOT FOUND.
 BZ0565
 BZ0565                          STATION RECOVERY (2002)
 BZ0565
 BZ0565'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 BZ0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0750 ***********************************************************************
 AB0750  DESIGNATION -  I7
 AB0750  PID         -  AB0750
 AB0750  STATE/COUNTY-  TX/CAMERON
 AB0750  USGS QUAD   -  LA FERIA (1970)
 AB0750
 AB0750                         *CURRENT SURVEY CONTROL
 AB0750  ___________________________________________________________________
 AB0750* NAD 83(1986)-  26 11 22.     (N)    097 49 28.     (W)     SCALED    
 AB0750* NAVD 88     -        16.533  (meters)      54.24   (feet)  ADJUSTED  
 AB0750  ___________________________________________________________________
 AB0750  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AB0750  DYNAMIC HT  -          16.506 (meters)      54.15  (feet)  COMP
 AB0750  MODELED GRAV-     979,025.9   (mgal)                       NAVD 88
 AB0750
 AB0750  VERT ORDER  -  SECOND    CLASS 0
 AB0750
 AB0750.The horizontal coordinates were scaled from a topographic map and have
 AB0750.an estimated accuracy of +/- 6 seconds.
 AB0750
 AB0750.The orthometric height was determined by differential leveling
 AB0750.and adjusted by the National Geodetic Survey in June 1991..
 AB0750
 AB0750.The geoid height was determined by GEOID03.
 AB0750
 AB0750.The dynamic height is computed by dividing the NAVD 88
 AB0750.geopotential number by the normal gravity value computed on the
 AB0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0750.degrees latitude (g = 980.6199 gals.).
 AB0750
 AB0750.The modeled gravity was interpolated from observed gravity values.
 AB0750
 AB0750;                    North         East    Units  Estimated Accuracy
 AB0750;SPC TX S     - 5,058,100.      367,530.      MT  (+/- 180 meters Scaled)
 AB0750
 AB0750                          SUPERSEDED SURVEY CONTROL
 AB0750
 AB0750  NGVD 29 (??/??/92)   16.648  (m)           54.62   (f) ADJ UNCH    2 0
 AB0750
 AB0750.Superseded values are not recommended for survey control.
 AB0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0750.See file dsdata.txt to determine how the superseded data were derived.
 AB0750
 AB0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP174971(NAD 83)
 AB0750_MARKER: DD = SURVEY DISK
 AB0750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0750_SP_SET: CULVERT
 AB0750_STAMPING: I 7 54.41
 AB0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0750
 AB0750  HISTORY     - Date     Condition        Report By
 AB0750  HISTORY     - UNK      MONUMENTED
 AB0750  HISTORY     - 1942     GOOD             NGS
 AB0750
 AB0750                          STATION DESCRIPTION
 AB0750
 AB0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0750'4.2 MI S FROM SANTA ROSA.
 AB0750'TO REACH FROM THE NORTH SCHOOL AT SANTA ROSA, PROCEED 4.2 MILES
 AB0750'SOUTHERLY ALONG DUKES HIGHWAY TO A CONCRETE CULVERT AND SITE OF BENCH
 AB0750'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE
 AB0750'WEST HEADWALL OF A 3X4 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY. IT
 AB0750'IS 0.1 MILE SOUTH OF A LARGE STUCCO FARM HOUSE, 15.0 FEET WEST OF AND
 AB0750'ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0751 ***********************************************************************
 AB0751  DESIGNATION -  I9
 AB0751  PID         -  AB0751
 AB0751  STATE/COUNTY-  TX/CAMERON
 AB0751  USGS QUAD   -  LA FERIA (1970)
 AB0751
 AB0751                         *CURRENT SURVEY CONTROL
 AB0751  ___________________________________________________________________
 AB0751* NAD 83(1986)-  26 12 07.     (N)    097 49 29.     (W)     SCALED    
 AB0751* NAVD 88     -        17.301  (meters)      56.76   (feet)  ADJUSTED  
 AB0751  ___________________________________________________________________
 AB0751  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AB0751  DYNAMIC HT  -          17.273 (meters)      56.67  (feet)  COMP
 AB0751  MODELED GRAV-     979,027.0   (mgal)                       NAVD 88
 AB0751
 AB0751  VERT ORDER  -  SECOND    CLASS 0
 AB0751
 AB0751.The horizontal coordinates were scaled from a topographic map and have
 AB0751.an estimated accuracy of +/- 6 seconds.
 AB0751
 AB0751.The orthometric height was determined by differential leveling
 AB0751.and adjusted by the National Geodetic Survey in June 1991..
 AB0751
 AB0751.The geoid height was determined by GEOID03.
 AB0751
 AB0751.The dynamic height is computed by dividing the NAVD 88
 AB0751.geopotential number by the normal gravity value computed on the
 AB0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0751.degrees latitude (g = 980.6199 gals.).
 AB0751
 AB0751.The modeled gravity was interpolated from observed gravity values.
 AB0751
 AB0751;                    North         East    Units  Estimated Accuracy
 AB0751;SPC TX S     - 5,059,490.      367,490.      MT  (+/- 180 meters Scaled)
 AB0751
 AB0751                          SUPERSEDED SURVEY CONTROL
 AB0751
 AB0751  NGVD 29 (??/??/92)   17.412  (m)           57.13   (f) ADJ UNCH    2 0
 AB0751
 AB0751.Superseded values are not recommended for survey control.
 AB0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0751.See file dsdata.txt to determine how the superseded data were derived.
 AB0751
 AB0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP174985(NAD 83)
 AB0751_MARKER: DD = SURVEY DISK
 AB0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0751_SP_SET: CULVERT
 AB0751_STAMPING: I 9 56.86
 AB0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0751
 AB0751  HISTORY     - Date     Condition        Report By
 AB0751  HISTORY     - UNK      MONUMENTED
 AB0751  HISTORY     - 1942     GOOD             NGS
 AB0751
 AB0751                          STATION DESCRIPTION
 AB0751
 AB0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0751'3.3 MI S FROM SANTA ROSA.
 AB0751'TO REACH FROM THE NORTH SCHOOL AT SANTA ROSA, PROCEED 3.6 (STADIA)
 AB0751'MILES SOUTHERLY ALONG DUKES HIGHWAY TO AN IRRIGATION CANAL AND SITE OF
 AB0751'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF
 AB0751'THE WEST HEADWALL OF A CONCRETE IRRIGATION CANAL CULVERT UNDER THE
 AB0751'HIGHWAY.  IT IS 68.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 AB0751'INTERSECTION OF A DIRT ROAD LEADING EAST, 28.2 FEET WEST OF AND ABOUT
 AB0751'4.5 FEET ABOVE THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0124 ***********************************************************************
 FL0124  DESIGNATION -  I9
 FL0124  PID         -  FL0124
 FL0124  STATE/COUNTY-  TX/WHEELER
 FL0124  USGS QUAD   -  FULLER (1963)
 FL0124
 FL0124                         *CURRENT SURVEY CONTROL
 FL0124  ___________________________________________________________________
 FL0124* NAD 83(1986)-  35 14 29.     (N)    100 04 54.     (W)     SCALED    
 FL0124* NAVD 88     -       666.219  (meters)    2185.75   (feet)  ADJUSTED  
 FL0124  ___________________________________________________________________
 FL0124  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL0124  DYNAMIC HT  -         665.530 (meters)    2183.49  (feet)  COMP
 FL0124  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 FL0124
 FL0124  VERT ORDER  -  FIRST     CLASS II
 FL0124
 FL0124.The horizontal coordinates were scaled from a topographic map and have
 FL0124.an estimated accuracy of +/- 6 seconds.
 FL0124
 FL0124.The orthometric height was determined by differential leveling
 FL0124.and adjusted by the National Geodetic Survey in June 1991..
 FL0124
 FL0124.The geoid height was determined by GEOID03.
 FL0124
 FL0124.The dynamic height is computed by dividing the NAVD 88
 FL0124.geopotential number by the normal gravity value computed on the
 FL0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0124.degrees latitude (g = 980.6199 gals.).
 FL0124
 FL0124.The modeled gravity was interpolated from observed gravity values.
 FL0124
 FL0124;                    North         East    Units  Estimated Accuracy
 FL0124;SPC TX N     - 1,138,640.      329,080.      MT  (+/- 180 meters Scaled)
 FL0124
 FL0124                          SUPERSEDED SURVEY CONTROL
 FL0124
 FL0124  NGVD 29 (??/??/92)  665.96   (m)         2184.9    (f) COMPUTED    1 2
 FL0124
 FL0124.Superseded values are not recommended for survey control.
 FL0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0124.See file dsdata.txt to determine how the superseded data were derived.
 FL0124
 FL0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME015003(NAD 83)
 FL0124_MARKER: Z = SEE DESCRIPTION
 FL0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0124+STABILITY: SURFACE MOTION
 FL0124
 FL0124  HISTORY     - Date     Condition        Report By
 FL0124  HISTORY     - UNK      MONUMENTED       CGS
 FL0124  HISTORY     - 1953     GOOD             NGS
 FL0124
 FL0124                          STATION DESCRIPTION
 FL0124
 FL0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0124'IN FULLER.
 FL0124'AT FULLER, 82 FEET NORTHEAST OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0124'RAILROAD STATION SIGN, 66 FEET SOUTHWEST OF THE 3RD POLE EAST OF
 FL0124'MILEPOST 654, 80 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 11.5
 FL0124'FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 2 FEET EAST OF A
 FL0124'WITNESS POST, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST
 FL0124'WHICH IS FLUSH WITH THE GROUND, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7097 ***********************************************************************
 AW7097  DESIGNATION -  IAH AP 1973 STA C
 AW7097  PID         -  AW7097
 AW7097  STATE/COUNTY-  TX/HARRIS
 AW7097  USGS QUAD   -  HUMBLE (1995)
 AW7097
 AW7097                         *CURRENT SURVEY CONTROL
 AW7097  ___________________________________________________________________
 AW7097* NAD 83(1993)-  29 59 12.05432(N)    095 21 02.55048(W)     ADJUSTED  
 AW7097* NAVD 88     -        49.0    (meters)     161.     (feet)  VERTCON   
 AW7097  ___________________________________________________________________
 AW7097  X           -    -515,590.432 (meters)                     COMP
 AW7097  Y           -  -5,504,921.004 (meters)                     COMP
 AW7097  Z           -   3,169,105.871 (meters)                     COMP
 AW7097  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AW7097  ELLIP HEIGHT-          21.58  (meters)          (02/16/96) GPS OBS
 AW7097  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW7097
 AW7097  HORZ ORDER  -  SECOND
 AW7097  ELLP ORDER  -  FIFTH     CLASS I
 AW7097
 AW7097.This mark is at Houston Intercontinental (IAH) Airport (IAH)
 AW7097
 AW7097.The horizontal coordinates were established by GPS observations
 AW7097.and adjusted by the National Geodetic Survey in February 1996..
 AW7097
 AW7097.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7097
 AW7097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7097
 AW7097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7097
 AW7097.The ellipsoidal height was determined by GPS observations
 AW7097.and is referenced to NAD 83.
 AW7097
 AW7097.The geoid height was determined by GEOID03.
 AW7097
 AW7097;                    North         East     Units Scale Factor Converg.
 AW7097;SPC TXSC     - 4,244,146.156   952,070.995   MT  0.99992777   +1 47 16.2
 AW7097;SPC TXSC     -13,924,336.18  3,123,586.26   sFT  0.99992777   +1 47 16.2
 AW7097;UTM  15      - 3,319,635.561   273,217.270   MT  1.00023458   -1 10 31.4
 AW7097
 AW7097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7097!SPC TXSC     -   0.99999661  x   0.99992777  =   0.99992438
 AW7097!UTM  15      -   0.99999661  x   1.00023458  =   1.00023119
 AW7097
 AW7097                          SUPERSEDED SURVEY CONTROL
 AW7097
 AW7097  NAD 83(1986)-  29 59 12.06845(N)    095 21 02.53161(W) AD(       ) 2
 AW7097  NGVD 29 (03/26/93)   49.0    (m)          161.     (f) GPS OBS        
 AW7097
 AW7097.Superseded values are not recommended for survey control.
 AW7097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7097.See file dsdata.txt to determine how the superseded data were derived.
 AW7097
 AW7097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7321719636(NAD 83)
 AW7097_MARKER: DT = TOPOGRAPHIC STATION DISK
 AW7097_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW7097_SP_SET: ROOF OF TERMINAL PARKING GARAG
 AW7097_STAMPING: AP 1973 STA C
 AW7097_MARK LOGO: NOS   
 AW7097_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW7097+STABILITY: POSITION/ELEVATION WELL
 AW7097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7097+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1992
 AW7097
 AW7097  HISTORY     - Date     Condition        Report By
 AW7097  HISTORY     - 1973     MONUMENTED       NOS
 AW7097  HISTORY     - 19921026 GOOD
 AW7097  HISTORY     - 19950615 GOOD             NGS
 AW7097
 AW7097                          STATION DESCRIPTION
 AW7097
 AW7097'DESCRIBED BY NATIONAL OCEAN SERVICE 1973
 AW7097'THE STATION IS LOCATED ON THE NORTH SIDE OF HOUSTON AT THE HOUSTON
 AW7097'INTERCONTINENTAL AIRPORT ON THE ROOF TOP PARKING AREA OF TERMINAL A.
 AW7097'TO REACH THE STATION CONTACT THE AIRPORT MANAGER IN TERMINAL A FOR
 AW7097'PERMISSION AND INSTRUCTIONS FOR ACCESSING THE CONTROLLED MOVEMENT
 AW7097'AREAS OF THE AIRPORT. 2800 N. TERMINAL RD., HOUSTON,TEXAS 77032 PHONE
 AW7097'(713) 230-3053
 AW7097'THE STATION IS A STANDARD TOPOGRAPHIC DISK SET FLUSH IN THE ROOF OF
 AW7097'TERMINAL A.TO REACH THE STATION TAKE THE SPIRAL RAMP LEADING TO THE
 AW7097'ROOF TOP PARKING AREA ON TOP OF TERMINAL A, CROSS THE PARKING AREA
 AW7097'TO THE SPIRAL EXIT.THE STATION IS IN THE CENTER OF THE ROOF OF THE
 AW7097'SPIRAL TRAFFIC RAMP, 42.7 FT (13.0 M) EAST OF AN OBSTRUCTION LIGHT,
 AW7097'43.3 FT (13.2 M) WEST-SOUTHWEST OF THE CENTER OF A CONCRETE COLUMN AT
 AW7097'THE INTERSECTION OF THREE CONCRETE WALLS AND 43.2 FT (13.2 M)
 AW7097'NORTHWEST OF A CONCRETE COLUMN AT THE INTERSECTION OF TWO CONCRETE
 AW7097'WALLS.
 AW7097
 AW7097                          STATION RECOVERY (1992)
 AW7097
 AW7097'RECOVERED 1992
 AW7097'RECOVERED IN GOOD CONDITION.
 AW7097
 AW7097                          STATION RECOVERY (1995)
 AW7097
 AW7097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AW7097'THE STATION IS A STANDARD TOPOGRAPHIC DISK SET FLUSH IN THE ROOF OF
 AW7097'TERMINAL A.  TO REACH THE STATION TAKE THE SPIRAL RAMP LEADING TO THE
 AW7097'ROOF TOP PARKING AREA ON TOP OF TERMINAL A, CROSS THE PARKING AREA TO
 AW7097'THE SPIRAL EXIT.  THE STATION IS IN THE CENTER OF THE ROOF OF THE
 AW7097'SPIRAL TRAFFIC RAMP, 42.7 FT (13.0 M) EAST OF AN OBST LT, 43.3 WEST
 AW7097'SOUTHWEST OF THE CENTER OF A CONCRETE COLUMN AT THE INTERSECTION OF
 AW7097'THREE CONCRETE WALLS AND 43.2 FT (13.2 M) NORTHWEST OF A CONCRETE
 AW7097'COLUMN AT THE INTERSECTION OF TWO CONCRETE WALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7099 ***********************************************************************
 AW7099  DESIGNATION -  IAH TP 2
 AW7099  PID         -  AW7099
 AW7099  STATE/COUNTY-  TX/HARRIS
 AW7099  USGS QUAD   -  HUMBLE (1995)
 AW7099
 AW7099                         *CURRENT SURVEY CONTROL
 AW7099  ___________________________________________________________________
 AW7099* NAD 83(1993)-  29 58 33.69527(N)    095 18 08.93830(W)     ADJUSTED  
 AW7099* NAVD 88     -        24.5    (meters)      80.     (feet)  VERTCON   
 AW7099  ___________________________________________________________________
 AW7099  X           -    -511,009.372 (meters)                     COMP
 AW7099  Y           -  -5,505,919.659 (meters)                     COMP
 AW7099  Z           -   3,168,070.543 (meters)                     COMP
 AW7099  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW7099  ELLIP HEIGHT-          -2.87  (meters)          (02/16/96) GPS OBS
 AW7099  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW7099
 AW7099  HORZ ORDER  -  SECOND
 AW7099  ELLP ORDER  -  FIFTH     CLASS I
 AW7099
 AW7099.This mark is at Houston Intercontinental (IAH) Airport (IAH)
 AW7099
 AW7099.The horizontal coordinates were established by GPS observations
 AW7099.and adjusted by the National Geodetic Survey in February 1996..
 AW7099
 AW7099.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7099
 AW7099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7099
 AW7099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7099
 AW7099.The ellipsoidal height was determined by GPS observations
 AW7099.and is referenced to NAD 83.
 AW7099
 AW7099.The geoid height was determined by GEOID03.
 AW7099
 AW7099;                    North         East     Units Scale Factor Converg.
 AW7099;SPC TXSC     - 4,243,111.809   956,759.429   MT  0.99992567   +1 48 41.3
 AW7099;SPC TXSC     -13,920,942.66  3,138,968.23   sFT  0.99992567   +1 48 41.3
 AW7099;UTM  15      - 3,318,359.888   277,847.340   MT  1.00020893   -1 09 03.2
 AW7099
 AW7099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7099!SPC TXSC     -   1.00000045  x   0.99992567  =   0.99992612
 AW7099!UTM  15      -   1.00000045  x   1.00020893  =   1.00020938
 AW7099
 AW7099                          SUPERSEDED SURVEY CONTROL
 AW7099
 AW7099  NAD 83(1986)-  29 58 33.70935(N)    095 18 08.91938(W) AD(       ) 2
 AW7099  NGVD 29 (03/26/93)   24.5    (m)           80.     (f) GPS OBS        
 AW7099
 AW7099.Superseded values are not recommended for survey control.
 AW7099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7099.See file dsdata.txt to determine how the superseded data were derived.
 AW7099
 AW7099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7784718360(NAD 83)
 AW7099_MARKER: A = ALUMINUM MARKER
 AW7099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7099_SP_SET: CONCRETE POST
 AW7099_MARK LOGO: NOS   
 AW7099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AW7099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW7099+STABILITY: POSITION/ELEVATION WELL
 AW7099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7099+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1992
 AW7099
 AW7099  HISTORY     - Date     Condition        Report By
 AW7099  HISTORY     - 1988     MONUMENTED       NOS
 AW7099  HISTORY     - 19921026 GOOD
 AW7099  HISTORY     - 19950615 GOOD             NGS
 AW7099
 AW7099                          STATION DESCRIPTION
 AW7099
 AW7099'DESCRIBED BY NATIONAL OCEAN SERVICE 1988
 AW7099'THE STATION IS LOCATED ON THE NORTH SIDE OF HOUSTON AT THE HOUSTON
 AW7099'INTERCONTINENTAL AIRPORT SOUTH OF APPROACH END 27.
 AW7099'TO REACH THE STATION CONTACT THE AIRPORT MANAGER IN TERMINAL A FOR
 AW7099'PERMISSION AND INSTRUCTIONS FOR ACCESSING THE CONTROLLED MOVEMENT
 AW7099'AREAS OF THE AIRPORT. 2800 N. TERMINAL RD , HOUSTON,TEXAS 77032 PHONE
 AW7099'(713) 230-3053.
 AW7099'THE STATION IS A PUNCH MARK IN A HALF INCH REBAR PROJECTING A HALF
 AW7099'INCH ABOVE A 1.5 FOOT (0.5 M) ROUND CONCRETE MONUMENT SET FLUSH WITH
 AW7099'THE GROUND.IT IS LOCATED SOUTH FROM RUNWAY END 27 AND ON LINE WITH
 AW7099'THE THRESHOLD LIGHT BAR,IT IS 577.01 FT (175.87 M) SOUTH FROM THE
 AW7099'RUNWAY END AND ABOUT 30.0 FT (9.1 M) NORTH FROM THE CENTER OF THE
 AW7099'GRAVEL ACCESS ROAD.
 AW7099
 AW7099                          STATION RECOVERY (1992)
 AW7099
 AW7099'RECOVERED 1992
 AW7099'RECOVERED IN GOOD CONDITION.
 AW7099
 AW7099                          STATION RECOVERY (1995)
 AW7099
 AW7099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AW7099'THE STATION IS LOCATED SOUTH FROM RUNWAY END 27 AND ON LINE WITH THE
 AW7099'THRESHOLD LIGHT BAR.  IT IS 577.01 FT (175.87 M) SOUTH FROM THE RUNWAY
 AW7099'END, AND ABOUT 30 FT (9.1 M) NORTH FROM THE CENTER OF THE GRAVEL
 AW7099'ACCESS ROAD.  THE STATION IS A PUNCH MARK IN A 1/2 INCH REBAR
 AW7099'PROJECTING 1/2 INCH ABOVE A 1 1/2 FT ROUND CONCRETE MONUMENT SET FLUSH
 AW7099'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1081 ***********************************************************************
 CU1081  DESIGNATION -  IATAN
 CU1081  PID         -  CU1081
 CU1081  STATE/COUNTY-  TX/MITCHELL
 CU1081  USGS QUAD   -  WESTBROOK (1978)
 CU1081
 CU1081                         *CURRENT SURVEY CONTROL
 CU1081  ___________________________________________________________________
 CU1081* NAD 83(1993)-  32 20 27.66783(N)    101 04 54.79533(W)     ADJUSTED  
 CU1081* NAVD 88     -       683.     (meters)    2241.     (feet)  SCALED    
 CU1081  ___________________________________________________________________
 CU1081  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 CU1081  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CU1081
 CU1081  HORZ ORDER  -  FIRST
 CU1081
 CU1081.The horizontal coordinates were established by classical geodetic methods
 CU1081.and adjusted by the National Geodetic Survey in February 1996..
 CU1081
 CU1081.The orthometric height was scaled from a topographic map.
 CU1081
 CU1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1081
 CU1081.The geoid height was determined by GEOID03.
 CU1081
 CU1081;                    North         East     Units Scale Factor Converg.
 CU1081;SPC TXNC     - 2,077,766.662   356,973.513   MT  0.99994896   -1 24 29.3
 CU1081;SPC TXNC     - 6,816,806.12  1,171,170.60   sFT  0.99994896   -1 24 29.3
 CU1081;UTM  14      - 3,580,140.871   304,067.319   MT  1.00007343   -1 06 50.7
 CU1081
 CU1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1081!SPC TXNC     -   0.99989684  x   0.99994896  =   0.99984580
 CU1081!UTM  14      -   0.99989684  x   1.00007343  =   0.99997026
 CU1081
 CU1081|---------------------------------------------------------------------|
 CU1081| PID    Reference Object                     Distance      Geod. Az  |
 CU1081|                                                           dddmmss.s |
 CU1081| CH9632 IATAN RM 1                           12.242 METERS 08058     |
 CU1081| CH9631 IATAN AZ MK                                        0845904.1 |
 CU1081| CH9633 IATAN RM 2                           11.993 METERS 26725     |
 CU1081|---------------------------------------------------------------------|
 CU1081
 CU1081                          SUPERSEDED SURVEY CONTROL
 CU1081
 CU1081  NAD 83(1986)-  32 20 27.67302(N)    101 04 54.78690(W) AD(       ) 1
 CU1081  NAD 27      -  32 20 27.24373(N)    101 04 53.36289(W) AD(       ) 1
 CU1081
 CU1081.Superseded values are not recommended for survey control.
 CU1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1081.See file dsdata.txt to determine how the superseded data were derived.
 CU1081
 CU1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA0406780141(NAD 83)
 CU1081_MARKER: DS = TRIANGULATION STATION DISK
 CU1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1081
 CU1081  HISTORY     - Date     Condition        Report By
 CU1081  HISTORY     - 1968     MONUMENTED       CGS
 CU1081
 CU1081                          STATION DESCRIPTION
 CU1081
 CU1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1081'THE STATION IS LOCATED ABOUT 13-1/2 MILES WEST-SOUTHWEST OF
 CU1081'COLORADO CITY, 13 MILES EAST-NORTHEAST OF COAHOMA, 4-1/2 MILES
 CU1081'WEST-SOUTHWEST OF WESTBROOK ON INTERSTATE HIGHWAY 20 RIGHT-OF-WAY.
 CU1081'
 CU1081'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 670 AND
 CU1081'INTERSTATE HIGHWAY 20, ON THE SOUTH EDGE OF WESTBROOK, GO WEST ON
 CU1081'THE FRONTAGE ROAD ON THE NORTH SIDE OF INTERSTATE HIGHWAY 20 FOR
 CU1081'0.7 MILE TO A CAFE, SERVICE STATION AND A STOP SIGN.  CONTINUE
 CU1081'WEST ON THE FRONTAGE ROAD FOR 2.8 MILES TO THE AZIMUTH MARK ON THE
 CU1081'LEFT.  CONTINUE WEST ON THE FRONTAGE ROAD FOR 0.7 MILE TO
 CU1081'THE STATION ON THE RIGHT, JUST WEST OF A SIDE ROAD RIGHT.
 CU1081'
 CU1081'THE STATION MARK IS A STANDARD DISK, STAMPED IATAN 1968, SET IN
 CU1081'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER
 CU1081'AND FLUSH WITH THE GROUND.  IT IS 25.5 FEET NORTH OF THE CENTER
 CU1081'OF THE FRONTAGE ROAD, 7.3 FEET SOUTHEAST OF A METAL WITNESS POST
 CU1081'AND 4.0 FEET SOUTH OF A FENCE LINE.
 CU1081'
 CU1081'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED IATAN NO 1 1968, SET
 CU1081'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN
 CU1081'DIAMETER AND FLUSH WITH THE GROUND.  IT IS 46.5 FEET EAST OF THE
 CU1081'METAL WITNESS POST, 29.0 FEET NORTH OF THE CENTER OF THE FRONTAGE
 CU1081'ROAD AND 1.4 FEET SOUTH OF THE FENCE.
 CU1081'
 CU1081'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED IATAN NO 2 1968, SET
 CU1081'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES IN
 CU1081'DIAMETER AND FLUSH WITH THE GROUND.  IT IS 33.0 FEET WEST OF THE
 CU1081'METAL WITNESS POST, 28.0 FEET NORTH OF THE CENTER OF THE FRONTAGE
 CU1081'ROAD AND 1.2 FEET SOUTH OF THE FENCE.
 CU1081'
 CU1081'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED IATAN 1968, CEMENTED
 CU1081'IN A DRILL HOLE IN THE EAST END OF A CONCRETE CULVERT ON THE NORTH
 CU1081'SIDE OF THE WEST-BOUND LANES OF INTERSTATE HIGHWAY 20.  IT IS 41.5
 CU1081'FEET SOUTH OF THE CENTER OF THE FRONTAGE ROAD, 25.5 FEET NORTH OF
 CU1081'THE CENTER OF THE WEST-BOUND LANES OF INTERSTATE HIGHWAY 20 AND
 CU1081'1.0 FOOT NORTHWEST OF A HIGHWAY SIGN POST WITH A WITNESS SIGN
 CU1081'ATTACHED.
 CU1081'
 CU1081'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF STAND LEG ON
 CU1081'LINE.
 CU1081'
 CU1081'HEIGHT OF LIGHT ABOVE STATION MARK 2.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0504 ***********************************************************************
 CE0504  DESIGNATION -  IBC 240
 CE0504  PID         -  CE0504
 CE0504  STATE/COUNTY-  TX/EL PASO
 CE0504  USGS QUAD   -  YSLETA (1994)
 CE0504
 CE0504                         *CURRENT SURVEY CONTROL
 CE0504  ___________________________________________________________________
 CE0504* NAD 83(1993)-  31 39 44.77316(N)    106 19 52.78311(W)     ADJUSTED  
 CE0504* NAVD 88     -      1120.0    (meters)    3675.     (feet)  VERTCON   
 CE0504  ___________________________________________________________________
 CE0504  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CE0504  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CE0504
 CE0504  HORZ ORDER  -  SECOND
 CE0504
 CE0504.The horizontal coordinates were established by classical geodetic methods
 CE0504.and adjusted by the National Geodetic Survey in February 1996..
 CE0504.No horizontal observational check was made to the station.
 CE0504
 CE0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0504
 CE0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0504
 CE0504.The geoid height was determined by GEOID03.
 CE0504
 CE0504;                    North         East     Units Scale Factor Converg.
 CE0504;SPC TX C     - 3,236,578.325   131,469.032   MT  0.99994812   -3 05 21.6
 CE0504;SPC TX C     -10,618,674.05    431,327.98   sFT  0.99994812   -3 05 21.6
 CE0504;UTM  13      - 3,503,790.177   373,785.227   MT  0.99979647   -0 41 56.1
 CE0504
 CE0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0504!SPC TX C     -   0.99982797  x   0.99994812  =   0.99977610
 CE0504!UTM  13      -   0.99982797  x   0.99979647  =   0.99962447
 CE0504
 CE0504                          SUPERSEDED SURVEY CONTROL
 CE0504
 CE0504  NAD 83(1986)-  31 39 44.77723(N)    106 19 52.77947(W) AD(       ) 2
 CE0504  NAD 27      -  31 39 44.36997(N)    106 19 50.84030(W) AD(       ) 2
 CE0504  NGVD 29 (07/19/86) 1119.5    (m)         3673.     (f) VERT ANG       
 CE0504
 CE0504.Superseded values are not recommended for survey control.
 CE0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0504.See file dsdata.txt to determine how the superseded data were derived.
 CE0504
 CE0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR7378503790(NAD 83)
 CE0504_MARKER: DU = BOUNDARY MARKER
 CE0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0504+STABILITY: SURFACE MOTION
 CE0504
 CE0504  HISTORY     - Date     Condition        Report By
 CE0504  HISTORY     - 1980     MONUMENTED       IBC
 CE0504
 CE0504                          STATION DESCRIPTION
 CE0504
 CE0504'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DCF)
 CE0504'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI)
 CE0504'SOUTH-SOUTHEAST
 CE0504'OF DOWNTOWN EL PASO, 8.0 KM (5 MI) SOUTH OF
 CE0504'YSLETA AND 2.4 KM (1-1/2 MI) SOUTH OF SOCORRO.
 CE0504'OWNERSHIP--INTERNATIONAL BOUNDARY COMMISSION, PERMISSION
 CE0504'FROM MR. FRANK WALKER, 4110 RIO BRAVO, EL PASO, TX 79902,
 CE0504'TELEPHONE NUMBER 915-543-7380.
 CE0504'
 CE0504'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0504'OF THE CENTER OF EL PASO, GO WESTERLY ON 375 LOOP FOR
 CE0504'5.9 KM (3.7 MI) TO THE JUNCTION OF ZARAGOSA ROAD.  TURN
 CE0504'LEFT AND GO SOUTHWESTERLY ON ZARAGOSA ROAD FOR 0.3 KM
 CE0504'(0.2 MI) TO THE U.S. BORDER CUSTOMS STATION.  TURN LEFT
 CE0504'AND GO SOUTH-SOUTHEASTERLY ON A GRAVEL ROAD ALONG LEVEE
 CE0504'FOR 1.2 KM (0.75 MI) TO THE STATION ON THE LEFT.
 CE0504'
 CE0504'THE STATION IS AN INTERNATIONAL BOUNDARY COMMISSION DISK
 CE0504'THAT BEARS NO STAMPING.
 CE0504'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0504'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 CE0504'4.9 METERS (16.0 FT) NORTH-NORTHEAST FROM OF CENTER OF GRAVELED
 CE0504'ROAD AND
 CE0504'1.1 METERS (3.6 FT) SOUTH-SOUTHWEST FROM 2-INCH IRON PIPE.
 CE0504'
 CE0504'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0510 ***********************************************************************
 CE0510  DESIGNATION -  IBC 301
 CE0510  PID         -  CE0510
 CE0510  STATE/COUNTY-  TX/EL PASO
 CE0510  USGS QUAD   -  SAN ELIZARIO (1995)
 CE0510
 CE0510                         *CURRENT SURVEY CONTROL
 CE0510  ___________________________________________________________________
 CE0510* NAD 83(1993)-  31 36 52.84953(N)    106 18 01.61617(W)     ADJUSTED  
 CE0510* NAVD 88     -      1115.8    (meters)    3661.     (feet)  VERTCON   
 CE0510  ___________________________________________________________________
 CE0510  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 CE0510  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0510
 CE0510  HORZ ORDER  -  SECOND
 CE0510
 CE0510.The horizontal coordinates were established by classical geodetic methods
 CE0510.and adjusted by the National Geodetic Survey in February 1996..
 CE0510.No horizontal observational check was made to the station.
 CE0510
 CE0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0510
 CE0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0510
 CE0510.The geoid height was determined by GEOID03.
 CE0510
 CE0510;                    North         East     Units Scale Factor Converg.
 CE0510;SPC TX C     - 3,231,133.554   134,109.313   MT  0.99993887   -3 04 24.3
 CE0510;SPC TX C     -10,600,810.67    439,990.30   sFT  0.99993887   -3 04 24.3
 CE0510;UTM  13      - 3,498,461.104   376,649.926   MT  0.99978766   -0 40 54.4
 CE0510
 CE0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0510!SPC TX C     -   0.99982862  x   0.99993887  =   0.99976750
 CE0510!UTM  13      -   0.99982862  x   0.99978766  =   0.99961632
 CE0510
 CE0510                          SUPERSEDED SURVEY CONTROL
 CE0510
 CE0510  NAD 83(1986)-  31 36 52.85400(N)    106 18 01.61178(W) AD(       ) 2
 CE0510  NAD 27      -  31 36 52.44198(N)    106 17 59.67463(W) AD(       ) 2
 CE0510  NGVD 29 (07/19/86) 1115.3    (m)         3659.     (f) VERT ANG       
 CE0510
 CE0510.Superseded values are not recommended for survey control.
 CE0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0510.See file dsdata.txt to determine how the superseded data were derived.
 CE0510
 CE0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ7665098461(NAD 83)
 CE0510_MARKER: DU = BOUNDARY MARKER
 CE0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0510+STABILITY: SURFACE MOTION
 CE0510
 CE0510  HISTORY     - Date     Condition        Report By
 CE0510  HISTORY     - 1980     MONUMENTED       IBC
 CE0510
 CE0510                          STATION DESCRIPTION
 CE0510
 CE0510'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DCF)
 CE0510'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) NORTHWEST
 CE0510'OF CLINT, 4.4 KM (2-3/4 MI) SOUTH-SOUTHWEST OF BUFORD,
 CE0510'4.0 KM (2-1/2 MI) SOUTH-SOUTHEAST OF SOCORRO.
 CE0510'OWNERSHIP--INTERNATIONAL BOUNDARY COMMISSION, PERMISSION
 CE0510'FROM MR. FRANK WALKER, 4110 RIO BRAVO, EL PASO, TX 79902,
 CE0510'TELEPHONE NUMBER 915-543-7380.
 CE0510'
 CE0510'TO REACH THE STATION FROM THE INTERSECTION OF BORDER
 CE0510'HIGHWAY (LOOP 375) AND ZARAGOSA ROAD, GO SOUTHERLY ON
 CE0510'ZARAGOSA ROAD FOR
 CE0510'0.3 KM (0.2 MI) TO THE U.S. BORDER CUSTOMS STATION.  TURN
 CE0510'LEFT AND GO SOUTH-SOUTHEAST ON A LEVEE ROAD FOR 1.6 KM
 CE0510'(1.0 MI) TO A BRIDGE OVER A CANAL.  CROSS BRIDGE AND CONTINUE
 CE0510'SOUTHERLY ON THE LEVEE ROAD FOR 5.6 KM (3.45 MI) TO THE
 CE0510'STATION.
 CE0510'
 CE0510'THE STATION IS AN INTERNATIONAL BOUNDARY COMMISSION DISK
 CE0510'THAT BEARS NO STAMPING.
 CE0510'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0510'RECESSED 13 CM BELOW THE GROUND.  IT IS LOCATED
 CE0510'4.60 METERS (15.11 FT) WEST FROM A 2-INCH PIPE PAINTED RED AND
 CE0510'4.3 METERS (14.0 FT) EAST FROM THE WEST EDGE OF THE LEVEE ROAD.
 CE0510'
 CE0510'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0604 ***********************************************************************
 CE0604  DESIGNATION -  IBC 96
 CE0604  PID         -  CE0604
 CE0604  STATE/COUNTY-  TX/EL PASO
 CE0604  USGS QUAD   -  EL PASO (1997)
 CE0604
 CE0604                         *CURRENT SURVEY CONTROL
 CE0604  ___________________________________________________________________
 CE0604* NAD 83(1993)-  31 45 15.34348(N)    106 25 34.84498(W)     ADJUSTED  
 CE0604* NAVD 88     -      1127.2    (meters)    3698.     (feet)  VERTCON   
 CE0604  ___________________________________________________________________
 CE0604  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 CE0604  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0604
 CE0604  HORZ ORDER  -  SECOND
 CE0604
 CE0604.The horizontal coordinates were established by classical geodetic methods
 CE0604.and adjusted by the National Geodetic Survey in February 1996..
 CE0604
 CE0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0604
 CE0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0604
 CE0604.The geoid height was determined by GEOID03.
 CE0604
 CE0604;                    North         East     Units Scale Factor Converg.
 CE0604;SPC TX C     - 3,247,233.806   123,028.973   MT  0.99996788   -3 08 17.7
 CE0604;SPC TX C     -10,653,632.91    403,637.56   sFT  0.99996788   -3 08 17.7
 CE0604;UTM  13      - 3,514,083.073   364,909.655   MT  0.99982507   -0 45 02.8
 CE0604
 CE0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0604!SPC TX C     -   0.99982684  x   0.99996788  =   0.99979472
 CE0604!UTM  13      -   0.99982684  x   0.99982507  =   0.99965194
 CE0604
 CE0604:                Primary Azimuth Mark                     Grid Az
 CE0604:SPC TX C     -  EL PASO FT BLISS S TANK                  010 27 45.3
 CE0604:UTM  13      -  EL PASO FT BLISS S TANK                  008 04 30.4
 CE0604
 CE0604|---------------------------------------------------------------------|
 CE0604| PID    Reference Object                     Distance      Geod. Az  |
 CE0604|                                                           dddmmss.s |
 CE0604| CE0598 EL PASO FT BLISS S TANK             APPROX. 4.8 KM 0071927.6 |
 CE0604| CE0556 EL PASO KTSM RADIO MAST             APPROX. 1.7 KM 0644506.5 |
 CE0604| CE0567 EL PASO NICHOLS COPPER CO STK       APPROX. 3.7 KM 0744250.0 |
 CE0604| CE0595 FIRE                                APPROX. 2.1 KM 0933445.9 |
 CE0604| CE0576 EL PASO LORETTO COLLEGE CUPOLA      APPROX. 3.8 KM 3483104.0 |
 CE0604|---------------------------------------------------------------------|
 CE0604
 CE0604                          SUPERSEDED SURVEY CONTROL
 CE0604
 CE0604  NAD 83(1993)-  31 45 15.34468(N)    106 25 34.84307(W) AD(       ) 2
 CE0604  NAD 83(1986)-  31 45 15.34654(N)    106 25 34.84302(W) AD(       ) 2
 CE0604  NAD 27      -  31 45 14.95269(N)    106 25 32.89451(W) AD(       ) 2
 CE0604  NGVD 29 (07/19/86) 1126.7    (m)         3697.     (f) VERT ANG       
 CE0604
 CE0604.Superseded values are not recommended for survey control.
 CE0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0604.See file dsdata.txt to determine how the superseded data were derived.
 CE0604
 CE0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR6491014083(NAD 83)
 CE0604_MARKER: DU = BOUNDARY MARKER
 CE0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0604+STABILITY: SURFACE MOTION
 CE0604
 CE0604  HISTORY     - Date     Condition        Report By
 CE0604  HISTORY     - 1980     MONUMENTED       IBWC
 CE0604
 CE0604                          STATION DESCRIPTION
 CE0604
 CE0604'DESCRIBED BY INT BDRY WTR COMM 1980 (DCF)
 CE0604'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTHWEST FROM
 CE0604'YSLETA, 6.4 KM (4 MI) EAST FROM THE CITY OF EL PASO, 5.6 KM
 CE0604'(3-1/2 MI) SOUTHWEST FROM THE EL PASO INTERNATIONAL AIRPORT
 CE0604'CONTROL TOWER.
 CE0604'OWNERSHIP--IBWC, MR. FRANK WALKER, 4110 RIO BRAVO, EL PASO,
 CE0604'TEXAS 79902, TELEPHONE NUMBER 915-543-7380.
 CE0604'
 CE0604'TO REACH THE STATION FROM THE INTERSECTION OF JUAREZ BOULEVARD
 CE0604'AND BORDER HIGHWAY (TEXAS LOOP 375), GO WEST ON BORDER
 CE0604'HIGHWAY FOR 0.8 KM (0.5 MI).  CROSS CENTER MEDIAN AND EAST
 CE0604'BOUND LANES TO DIRT ROAD GOING UP TO LEVEE.  FOLLOW DIRT
 CE0604'ROAD, 100 METERS, TO TOP OF LEVEEE AND TURN EAST FOR 100
 CE0604'METERS AND STATION ON THE LEFT.
 CE0604'
 CE0604'THE STATION IS AN INTERNATIONAL BOUNDARY AND WATER COMMISSION
 CE0604'DISK THAT BEARS NO STAMPING.
 CE0604'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 43 CM IN DIAMETER
 CE0604'RECESSED 18 CM BELOW THE GROUND.  IT IS LOCATED
 CE0604'20.7 METERS NORTHEAST FROM THE CENTER OF IRON FLOOD CONTROL
 CE0604'VALVE,
 CE0604'3.0 METERS NORTH FROM THE CENTER OF LEVEE DIRT ROAD,
 CE0604'1.6 METERS SOUTH FROM A ROUND IRON PIPE STAMPED PI96150.006 AND
 CE0604'0.9 METERS NORTH-NORTHEAST FROM A ROUND WOODEN WITNESS POST.
 CE0604'
 CE0604'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1056 ***********************************************************************
 CT1056  DESIGNATION -  IBEX
 CT1056  PID         -  CT1056
 CT1056  STATE/COUNTY-  TX/SHACKELFORD
 CT1056  USGS QUAD   -  MC CATHERINE MOUNTAIN (1987)
 CT1056
 CT1056                         *CURRENT SURVEY CONTROL
 CT1056  ___________________________________________________________________
 CT1056* NAD 83(1993)-  32 40 07.17984(N)    099 08 01.63613(W)     ADJUSTED  
 CT1056* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 CT1056  ___________________________________________________________________
 CT1056  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CT1056  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT1056
 CT1056  HORZ ORDER  -  THIRD
 CT1056
 CT1056.The horizontal coordinates were established by classical geodetic methods
 CT1056.and adjusted by the National Geodetic Survey in February 1996..
 CT1056
 CT1056.The orthometric height was scaled from a topographic map.
 CT1056
 CT1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1056
 CT1056.The geoid height was determined by GEOID03.
 CT1056
 CT1056;                    North         East     Units Scale Factor Converg.
 CT1056;SPC TXNC     - 2,111,290.588   540,556.711   MT  0.99989482   -0 20 44.4
 CT1056;SPC TXNC     - 6,926,792.54  1,773,476.48   sFT  0.99989482   -0 20 44.4
 CT1056;UTM  14      - 3,614,563.558   487,455.590   MT  0.99960194   -0 04 20.0
 CT1056
 CT1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1056!SPC TXNC     -   0.99993735  x   0.99989482  =   0.99983218
 CT1056!UTM  14      -   0.99993735  x   0.99960194  =   0.99953932
 CT1056
 CT1056:                Primary Azimuth Mark                     Grid Az
 CT1056:SPC TXNC     -  PALM                                     254 43 49.6
 CT1056:UTM  14      -  PALM                                     254 27 25.2
 CT1056
 CT1056|---------------------------------------------------------------------|
 CT1056| PID    Reference Object                     Distance      Geod. Az  |
 CT1056|                                                           dddmmss.s |
 CT1056| CT1054 PALM                                APPROX. 6.5 KM 2542305.2 |
 CT1056|---------------------------------------------------------------------|
 CT1056
 CT1056                          SUPERSEDED SURVEY CONTROL
 CT1056
 CT1056  NAD 83(1986)-  32 40 07.18556(N)    099 08 01.62664(W) AD(       ) 3
 CT1056  NAD 27      -  32 40 06.75284(N)    099 08 00.36268(W) AD(       ) 3
 CT1056
 CT1056.Superseded values are not recommended for survey control.
 CT1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1056.See file dsdata.txt to determine how the superseded data were derived.
 CT1056
 CT1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB8745614564(NAD 83)
 CT1056_MARKER: DD = SURVEY DISK
 CT1056_SETTING: 0 = UNSPECIFIED SETTING
 CT1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1056
 CT1056  HISTORY     - Date     Condition        Report By
 CT1056  HISTORY     - 1960     MONUMENTED       USGS
 CT1056
 CT1056                          STATION DESCRIPTION
 CT1056
 CT1056'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CT1056'STATION LIES ABOUT 4.0 MI. S. AND 9.5 MI. E. OF ALBANY, TEXAS, ABOUT
 CT1056'THE CENTER OF BROAD FLAT TOP, ABOUT 1.0 MI. S. OF THE IBEX GAS PLANT,
 CT1056'78 FT. W. OF TRACK RD. AT E-W. FENCE, 18 FT. N. OF E-W. FENCE LINE.
 CT1056'
 CT1056'TO REACH FROM THE POST OFFICE IN ALBANY, PROCEED SE. ALONG U.S.
 CT1056'HIGHWAY 380 1.6 MI., THENCE EASTERLY ALONG TEXAS FARM ROAD NO. 601
 CT1056'10.4 MI. TO THE IBEX GAS PLANT, CONTINUE SE. ALONG FARM ROAD FOR 1.4
 CT1056'MI. TO CROSSROADS, THENCE LEFT (SW.) THRU CATTLEGUARD FOR 0.6 MI.,
 CT1056'THENCE LEFT ALONG TRACK RD. 0.4 MI. TO GATE IN E-W. FENCE AND
 CT1056'STATION.
 CT1056'
 CT1056'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 6 IN.
 CT1056'ABOVE GROUND, STAMPED ---IBEX 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1070 ***********************************************************************
 DN1070  DESIGNATION -  IDA
 DN1070  PID         -  DN1070
 DN1070  STATE/COUNTY-  TX/GRAYSON
 DN1070  USGS QUAD   -  WHITEWRIGHT (1984)
 DN1070
 DN1070                         *CURRENT SURVEY CONTROL
 DN1070  ___________________________________________________________________
 DN1070* NAD 83(1993)-  33 36 36.29798(N)    096 29 11.77460(W)     ADJUSTED  
 DN1070* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 DN1070  ___________________________________________________________________
 DN1070  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DN1070  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DN1070
 DN1070  HORZ ORDER  -  SECOND
 DN1070
 DN1070.The horizontal coordinates were established by classical geodetic methods
 DN1070.and adjusted by the National Geodetic Survey in February 1996..
 DN1070
 DN1070.The orthometric height was scaled from a topographic map.
 DN1070
 DN1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1070
 DN1070.The geoid height was determined by GEOID03.
 DN1070
 DN1070;                    North         East     Units Scale Factor Converg.
 DN1070;SPC TXNC     - 2,217,299.832   786,826.331   MT  0.99992000   +1 05 53.1
 DN1070;SPC TXNC     - 7,274,591.20  2,581,446.05   sFT  0.99992000   +1 05 53.1
 DN1070;UTM  14      - 3,721,756.374   733,190.979   MT  1.00027044   +1 23 30.8
 DN1070
 DN1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1070!SPC TXNC     -   0.99996719  x   0.99992000  =   0.99988719
 DN1070!UTM  14      -   0.99996719  x   1.00027044  =   1.00023762
 DN1070
 DN1070|---------------------------------------------------------------------|
 DN1070| PID    Reference Object                     Distance      Geod. Az  |
 DN1070|                                                           dddmmss.s |
 DN1070| CX9980 IDA RM 1                             13.947 METERS 02445     |
 DN1070| CX9981 IDA RM 2                             11.525 METERS 10455     |
 DN1070| DN1072 TOM BEAN MUNICIPAL TANK             APPROX. 9.9 KM 1791133.7 |
 DN1070| CX9979 IDA AZ MK                                          1830100.7 |
 DN1070| DN1232 SHERMAN TELE VUE MAST               APPROX.10.3 KM 2621524.9 |
 DN1070| DN1241 SHERMAN TEX PWR AND LT CO MAST      APPROX.13.2 KM 2713854.5 |
 DN1070|---------------------------------------------------------------------|
 DN1070
 DN1070                          SUPERSEDED SURVEY CONTROL
 DN1070
 DN1070  NAD 83(1993)-  33 36 36.29975(N)    096 29 11.77193(W) AD(       ) 2
 DN1070  NAD 83(1986)-  33 36 36.30556(N)    096 29 11.76634(W) AD(       ) 2
 DN1070  NAD 27      -  33 36 35.92300(N)    096 29 10.80950(W) AD(       ) 2
 DN1070
 DN1070.Superseded values are not recommended for survey control.
 DN1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1070.See file dsdata.txt to determine how the superseded data were derived.
 DN1070
 DN1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3319121756(NAD 83)
 DN1070_MARKER: DS = TRIANGULATION STATION DISK
 DN1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1070
 DN1070  HISTORY     - Date     Condition        Report By
 DN1070  HISTORY     - 1955     MONUMENTED       CGS
 DN1070  HISTORY     - 1957     GOOD             CGS
 DN1070  HISTORY     - 1957     GOOD             CGS
 DN1070
 DN1070                          STATION DESCRIPTION
 DN1070
 DN1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1070'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASSY
 DN1070'HILL, ABOUT 7 MILES EAST OF SHERMAN, 4-1/2 MILES WEST OF
 DN1070'BELLS, 2-1/2 MILES NORTH OF IDA, 24.5 FEET WEST OF THE CENTER
 DN1070'LINE OF THE GRAVELED ROAD, 8 FEET WEST OF THE NORTH-SOUTH
 DN1070'FENCELINE AND 8 FEET WEST OF A WHITE WITNESS POST.
 DN1070'
 DN1070'TO REACH, FROM THE CROSSROAD IN THE VILLAGE OF IDA, GO NORTH,
 DN1070'ON MAIN TRAVELED ROAD 1.2 MILES TO FORKS, TAKE RIGHT FORK,
 DN1070'AND GO NORTH 1.4 MILES TO T INTERSECTION.  TURN LEFT, AND
 DN1070'GO WEST 0.1 MILE TO SIDE ROAD RIGHT.  TURN RIGHT, AND GO
 DN1070'NORTH 0.1 MILE TO THE STATION.
 DN1070'
 DN1070'THE STATION IS A STANDARD DISK.  STAMPED IDA 1955, SET IN
 DN1070'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN1070'ABOUT 1 INCH.
 DN1070'
 DN1070'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED IDA
 DN1070'NO 1 1955, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 DN1070'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT THE SAME ELEVATION AS
 DN1070'THE STATION.  IT IS LOCATED 16 FEET WEST OF THE CENTERLINE
 DN1070'OF THE GRAVELED ROAD AND 10 INCHES WEST OF THE NORTH-SOUTH
 DN1070'FENCELINE.
 DN1070'
 DN1070'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED IDA NO
 DN1070'2 1955, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 DN1070'WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION
 DN1070'AS THE STATION.  IT IS LOCATED 10 FEET EAST OF THE CENTERLINE
 DN1070'OF THE GRAVELED ROAD AND 8 INCHES WEST OF THE NORTH-SOUTH
 DN1070'FENCELINE.
 DN1070'
 DN1070'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED IDA 1955, SET
 DN1070'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN1070'ABOUT 2 INCHES.  IT IS LOCATED ALONG THE EAST SIDE OF THE
 DN1070'NORTH-SOUTH GRAVELED ROAD AND 18 FEET EAST OF THE CENTERLINE
 DN1070'OF THE ROAD.
 DN1070'
 DN1070'TO REACH, THE AZIMUTH MARK FROM THE STATION, GO SOUTH, ON
 DN1070'GRAVELED ROAD 0.1 TO T INTERSECTION.  TURN LEFT, AND GO EAST
 DN1070'0.1 MILE TO SIDE ROAD RIGHT.  TURN RIGHT, AND GO SOUTH 0.45
 DN1070'MILE TO THE AZIMUTH MARK.
 DN1070'
 DN1070'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 DN1070
 DN1070                          STATION RECOVERY (1957)
 DN1070
 DN1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1070'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 DN1070'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 DN1070'CONDITION.  A DIFFERENCE IN THE DIRECTION TO THE REFERENCE
 DN1070'MARKS WAS FOUND.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DN1070'
 DN1070'THE STATION IS ABOUT 7 MILES EAST OF SHERMAN, ABOUT 4-1/2
 DN1070'MILES WEST OF BELLS AND ABOUT 2-1/2 MILES NORTH OF IDA, IN
 DN1070'PASTURE LAND OWNED BY MR. BRADLEY.  THE STATION MARK IS 25
 DN1070'FEET WEST OF THE CENTER OF A GRADED ROAD AND 8 FEET WEST
 DN1070'OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 1 INCH AND IS
 DN1070'STAMPED IDA 1955.
 DN1070'
 DN1070'REFERENCE MARK NO. 1 IS 16 FEET WEST OF THE CENTER OF THE
 DN1070'GRADED ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 DN1070'IT PROJECTS 3 INCHES AND IS STAMPED IDA NO 1 1955.
 DN1070'
 DN1070'REFERENCE MARK NO. 2 IS 10 FEET EAST OF THE CENTER OF THE
 DN1070'GRADED ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 DN1070'IT PROJECTS 2 INCHES AND IS STAMPED IDA NO 2 1955.
 DN1070'
 DN1070'THE AZIMUTH MARK IS 18 FEET EAST OF THE CENTER OF THE GRADED
 DN1070'ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED IDA 1955.
 DN1070'
 DN1070'TO REACH THE STATION FROM THE POST OFFICE IN SHERMAN GO
 DN1070'SOUTH ON U.S. HIGHWAY 75 FOR 0.25 MILE TO U.S. HIGHWAY 82,
 DN1070'TURN LEFT, EAST, ON U.S. HIGHWAY 82 FOR 1.1 MILES TO FARM
 DN1070'ROAD 697, TURN RIGHT AND FOLLOW FARM ROAD 697 SOUTH AND
 DN1070'SOUTHEAST FOR 8.6 MILES TO THE VILLAGE OF IDA.  TURN LEFT
 DN1070'AND GO NORTH ON THE GRAVELED ROAD FOR 0.85 MILE TO A FORK,
 DN1070'TAKE LEFT FORK FOLLOWING THE MAIN TRAVELED ROAD WEST FOR
 DN1070'0.35 MILE, TURN RIGHT AND GO NORTH FOR 1.05 MILE TO THE
 DN1070'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE GRAVELED
 DN1070'ROAD FOR 0.35 MILE TO A T INTERSECTION, TURN LEFT FOR 0.1
 DN1070'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.1
 DN1070'MILE TO THE STATION IN THE PASTURE ON THE LEFT.
 DN1070
 DN1070                          STATION RECOVERY (1957)
 DN1070
 DN1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1070'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1070'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1070'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0667 ***********************************************************************
 DP0667  DESIGNATION -  IDA
 DP0667  PID         -  DP0667
 DP0667  STATE/COUNTY-  TX/LUBBOCK
 DP0667  USGS QUAD   -  LORENZO (1965)
 DP0667
 DP0667                         *CURRENT SURVEY CONTROL
 DP0667  ___________________________________________________________________
 DP0667* NAD 83(1993)-  33 40 01.64194(N)    101 36 00.46529(W)     ADJUSTED  
 DP0667* NAVD 88     -       972.     (meters)    3189.     (feet)  SCALED    
 DP0667  ___________________________________________________________________
 DP0667  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DP0667  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 DP0667
 DP0667  HORZ ORDER  -  FIRST
 DP0667
 DP0667.The horizontal coordinates were established by classical geodetic methods
 DP0667.and adjusted by the National Geodetic Survey in February 1996..
 DP0667
 DP0667.The orthometric height was scaled from a topographic map.
 DP0667
 DP0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0667
 DP0667.The geoid height was determined by GEOID03.
 DP0667
 DP0667;                    North         East     Units Scale Factor Converg.
 DP0667;SPC TXNC     - 2,226,077.343   312,544.691   MT  0.99993018   -1 41 26.9
 DP0667;SPC TXNC     - 7,303,388.75  1,025,407.04   sFT  0.99993018   -1 41 26.9
 DP0667;UTM  14      - 3,728,281.974   258,919.006   MT  1.00031657   -1 26 31.6
 DP0667
 DP0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0667!SPC TXNC     -   0.99985135  x   0.99993018  =   0.99978154
 DP0667!UTM  14      -   0.99985135  x   1.00031657  =   1.00016788
 DP0667
 DP0667|---------------------------------------------------------------------|
 DP0667| PID    Reference Object                     Distance      Geod. Az  |
 DP0667|                                                           dddmmss.s |
 DP0667| CJ7538 IDA RM 1                             48.210 METERS 05113     |
 DP0667| CJ7537 IDA AZ MK                                          0874643.2 |
 DP0667| CJ7539 IDA RM 2                             40.128 METERS 31748     |
 DP0667|---------------------------------------------------------------------|
 DP0667
 DP0667                          SUPERSEDED SURVEY CONTROL
 DP0667
 DP0667  NAD 83(1986)-  33 40 01.64852(N)    101 36 00.45930(W) AD(       ) 1
 DP0667  NAD 27      -  33 40 01.34300(N)    101 35 58.87100(W) AD(       ) 1
 DP0667
 DP0667.Superseded values are not recommended for survey control.
 DP0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0667.See file dsdata.txt to determine how the superseded data were derived.
 DP0667
 DP0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5891928282(NAD 83)
 DP0667_MARKER: DS = TRIANGULATION STATION DISK
 DP0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0667
 DP0667  HISTORY     - Date     Condition        Report By
 DP0667  HISTORY     - 1935     MONUMENTED       CGS
 DP0667  HISTORY     - 1938     GOOD             TXHD
 DP0667  HISTORY     - 1965     MARK NOT FOUND   USGS
 DP0667
 DP0667                          STATION DESCRIPTION
 DP0667
 DP0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0667'STATION IS LOCATED 4.6 MILES E OF IDALOU, AND 3-1/2 MILES W OF
 DP0667'LORENZO.  50.5 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 62, 0.2
 DP0667'MILE W OF RAILROAD CROSSING, 2 FEET W OF HIGHWAY RIGHT-OF-WAY
 DP0667'MARK NO. 830.  MARK IS SET FLUSH WITH GROUND.
 DP0667'
 DP0667'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 DP0667'STANDARD BRONZE DISKS SET IN CONCRETE.
 DP0667'
 DP0667'REFERENCE MARK NO. 1 IS NE OF STATION, 1 FOOT S OF FENCE,
 DP0667'AND PROJECTS 6 INCHES.
 DP0667'
 DP0667'REFERENCE MARK NO. 2 IS NW OF STATION, 1 FOOT S OF FENCE, AND
 DP0667'PROJECTS 6 INCHES.
 DP0667'
 DP0667'AZIMUTH MARK IS 0.5 MILE E OF STATION, 33 FEET S OF CENTER
 DP0667'LINE OF RAILROAD TRACK, AND 110 FEET W OF GATE ON S SIDE OF
 DP0667'HIGHWAY.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 DP0667'
 DP0667'REACHED FROM STATION BY GOING 0.5 MILE E ON U.S. HIGHWAY 62
 DP0667'TO MARK ON LEFT IN RAILROAD RIGHT-OF-WAY.
 DP0667'
 DP0667'TO REACH THE STATION FROM THE RAILROAD STATION IN LORENZO,
 DP0667'GO 3.7 MILES W ON U.S. HIGHWAY 62 TO STATION MARK IN
 DP0667'RIGHT-OF-WAY LINE ON LEFT.
 DP0667'
 DP0667'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DP0667
 DP0667                          STATION RECOVERY (1938)
 DP0667
 DP0667'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0667'DESCRIPTION AS GIVEN IN REACHING STATION IS SATISFACTORY.
 DP0667'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO
 DP0667'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DP0667
 DP0667                          STATION RECOVERY (1965)
 DP0667
 DP0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DP0667'STATION WAS DESTROYED.  THE LOCATION PLECES IT IN CENTERLINE
 DP0667'OF A NEW ONE WAY HIGHWAY.  NO EIVDENCE FOUND OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2355 ***********************************************************************
 AH2355  DESIGNATION -  IDALOU ET
 AH2355  PID         -  AH2355
 AH2355  STATE/COUNTY-  TX/LUBBOCK
 AH2355  USGS QUAD   -  IDALOU (1975)
 AH2355
 AH2355                         *CURRENT SURVEY CONTROL
 AH2355  ___________________________________________________________________
 AH2355* NAD 83(1986)-  33 40 02.50523(N)    101 40 25.75906(W)     ADJUSTED  
 AH2355* NAVD 88     -      1012.0    (meters)    3320.     (feet)  VERTCON   
 AH2355  ___________________________________________________________________
 AH2355  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AH2355  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AH2355
 AH2355  HORZ ORDER  -  THIRD
 AH2355
 AH2355.The horizontal coordinates were established by classical geodetic methods
 AH2355.and adjusted by the National Geodetic Survey in July 1998..
 AH2355
 AH2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2355
 AH2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2355
 AH2355.The geoid height was determined by GEOID03.
 AH2355
 AH2355;                    North         East     Units Scale Factor Converg.
 AH2355;SPC TXNC     - 2,226,307.966   305,714.492   MT  0.99993023   -1 43 51.5
 AH2355;SPC TXNC     - 7,304,145.39  1,002,998.30   sFT  0.99993023   -1 43 51.5
 AH2355;UTM  14      - 3,728,483.077   252,085.091   MT  1.00035778   -1 28 59.0
 AH2355
 AH2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2355!SPC TXNC     -   0.99984513  x   0.99993023  =   0.99977537
 AH2355!UTM  14      -   0.99984513  x   1.00035778  =   1.00020285
 AH2355
 AH2355                          SUPERSEDED SURVEY CONTROL
 AH2355
 AH2355  NGVD 29 (07/28/98) 1011.6    (m)         3319.     (f) VERT ANG       
 AH2355
 AH2355.Superseded values are not recommended for survey control.
 AH2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2355.See file dsdata.txt to determine how the superseded data were derived.
 AH2355
 AH2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5208528483(NAD 83)
 AH2355_MARKER: DS = TRIANGULATION STATION DISK
 AH2355
 AH2355  HISTORY     - Date     Condition        Report By
 AH2355  HISTORY     - 1962     MONUMENTED       USGS
 AH2355
 AH2355                          STATION DESCRIPTION
 AH2355
 AH2355'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2355'LOCATED IN IDALOU, TEXAS, ON TOP OF THE HEADER HOUSE OF THE SE. CONE
 AH2355'CO-OP GRAIN COMPANY ELEVATOR, 13.5 FT. S. AND 4.65 FT. W. OF THE NE.
 AH2355'CORNER OF THE HEADER HOUSE.
 AH2355'TO REACH STATION FROM IDALOU, TEXAS, DRIVE E. ON U.S. HIGHWAYS 62 AND
 AH2355'82 TO THE SE. CONE CO-OP GRAIN COMPANY ELEVATOR ON THE E. EDGE OF TOWN
 AH2355'ON THE N. SIDE OF THE HIGHWAY.
 AH2355'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---IDALOU-ET, 1962---,
 AH2355'CEMENTED IN A DRILL HOLE ON THE CONCRETE ROOF OF THE HEADER HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0669 ***********************************************************************
 DP0669  DESIGNATION -  IDALOU MUNICIPAL TANK
 DP0669  PID         -  DP0669
 DP0669  STATE/COUNTY-  TX/LUBBOCK
 DP0669  USGS QUAD   -  IDALOU (1975)
 DP0669
 DP0669                         *CURRENT SURVEY CONTROL
 DP0669  ___________________________________________________________________
 DP0669* NAD 83(1986)-  33 39 55.60686(N)    101 40 46.59677(W)     ADJUSTED  
 DP0669* NAVD 88     -       971.     (meters)    3186.     (feet)  SCALED    
 DP0669  ___________________________________________________________________
 DP0669  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 DP0669  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 DP0669
 DP0669  HORZ ORDER  -  THIRD
 DP0669
 DP0669.The horizontal coordinates were established by classical geodetic methods
 DP0669.and adjusted by the National Geodetic Survey in July 1998..
 DP0669
 DP0669.The orthometric height was scaled from a topographic map.
 DP0669
 DP0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0669
 DP0669.The geoid height was determined by GEOID03.
 DP0669
 DP0669;                    North         East     Units Scale Factor Converg.
 DP0669;SPC TXNC     - 2,226,111.768   305,171.522   MT  0.99992987   -1 44 02.9
 DP0669;SPC TXNC     - 7,303,501.69  1,001,216.90   sFT  0.99992987   -1 44 02.9
 DP0669;UTM  14      - 3,728,284.445   251,542.742   MT  1.00036110   -1 29 10.3
 DP0669
 DP0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0669!SPC TXNC     -   0.99985150  x   0.99992987  =   0.99978138
 DP0669!UTM  14      -   0.99985150  x   1.00036110  =   1.00021254
 DP0669
 DP0669                          SUPERSEDED SURVEY CONTROL
 DP0669
 DP0669  NAD 83(1993)-  33 39 55.60686(N)    101 40 46.59677(W) AD(       ) 4
 DP0669  NAD 83(1986)-  33 39 55.61434(N)    101 40 46.58915(W) AD(       ) 4
 DP0669  NAD 27      -  33 39 55.31600(N)    101 40 44.99600(W) AD(       ) 3
 DP0669
 DP0669.Superseded values are not recommended for survey control.
 DP0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0669.See file dsdata.txt to determine how the superseded data were derived.
 DP0669
 DP0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC5154328284(NAD 83)
 DP0669_MARKER: 51 = TANK
 DP0669
 DP0669  HISTORY     - Date     Condition        Report By
 DP0669  HISTORY     - 1932     FIRST OBSERVED   CGS
 DP0669
 DP0669                          STATION DESCRIPTION
 DP0669
 DP0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 DP0669'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33101-4, STATION 1015.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0507 ***********************************************************************
 AM0507  DESIGNATION -  IDOL
 AM0507  PID         -  AM0507
 AM0507  STATE/COUNTY-  TX/MATAGORDA
 AM0507  USGS QUAD   -  MATAGORDA SW (1952)
 AM0507
 AM0507                         *CURRENT SURVEY CONTROL
 AM0507  ___________________________________________________________________
 AM0507* NAD 83(1993)-  28 36 55.33773(N)    095 58 52.44258(W)     ADJUSTED  
 AM0507* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AM0507  ___________________________________________________________________
 AM0507  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 AM0507  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AM0507
 AM0507  HORZ ORDER  -  SECOND
 AM0507
 AM0507.The horizontal coordinates were established by classical geodetic methods
 AM0507.and adjusted by the National Geodetic Survey in February 1996..
 AM0507
 AM0507.The orthometric height was scaled from a topographic map.
 AM0507
 AM0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0507
 AM0507.The geoid height was determined by GEOID03.
 AM0507
 AM0507;                    North         East     Units Scale Factor Converg.
 AM0507;SPC TXSC     - 4,090,482.646   895,177.499   MT  0.99994149   +1 28 44.2
 AM0507;SPC TXSC     -13,420,191.81  2,936,928.18   sFT  0.99994149   +1 28 44.2
 AM0507;UTM  15      - 3,169,007.608   208,487.890   MT  1.00064888   -1 25 43.7
 AM0507;UTM  14      - 3,169,099.769   795,183.907   MT  1.00067547   +1 26 48.5
 AM0507
 AM0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0507!SPC TXSC     -   1.00000402  x   0.99994149  =   0.99994551
 AM0507!UTM  15      -   1.00000402  x   1.00064888  =   1.00065290
 AM0507!UTM  14      -   1.00000402  x   1.00067547  =   1.00067949
 AM0507
 AM0507:                Primary Azimuth Mark                     Grid Az
 AM0507:SPC TXSC     -  MATAGORDA CO RECLAMATION STA D           013 06 15.9
 AM0507:UTM  15      -  MATAGORDA CO RECLAMATION STA D           016 00 43.8
 AM0507:UTM  14      -  MATAGORDA CO RECLAMATION STA D           013 08 11.6
 AM0507
 AM0507|---------------------------------------------------------------------|
 AM0507| PID    Reference Object                     Distance      Geod. Az  |
 AM0507|                                                           dddmmss.s |
 AM0507| AM0521 MATAGORDA CO RECLAMATION STA D      APPROX. 5.1 KM 0143500.1 |
 AM0507| AM0519 MATAGORDA CO RECLAMATION STA E      APPROX. 3.3 KM 0653647.2 |
 AM0507| CV7279 IDOL RM 1                            27.610 METERS 09059     |
 AM0507| CV7280 IDOL RM 2                            26.240 METERS 17847     |
 AM0507| AN2208 DEVIL                               APPROX. 6.0 KM 3203624.4 |
 AM0507|---------------------------------------------------------------------|
 AM0507
 AM0507                          SUPERSEDED SURVEY CONTROL
 AM0507
 AM0507  NAD 83(1986)-  28 36 55.34556(N)    095 58 52.42353(W) AD(       ) 2
 AM0507  NAD 27      -  28 36 54.36800(N)    095 58 51.55800(W) AD(       ) 2
 AM0507
 AM0507.Superseded values are not recommended for survey control.
 AM0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0507.See file dsdata.txt to determine how the superseded data were derived.
 AM0507
 AM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM0848869008(NAD 83)
 AM0507_MARKER: DS = TRIANGULATION STATION DISK
 AM0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0507
 AM0507  HISTORY     - Date     Condition        Report By
 AM0507  HISTORY     - 1934     MONUMENTED       CGS
 AM0507  HISTORY     - 1937     GOOD             TSI
 AM0507  HISTORY     - 1938     GOOD             CGS
 AM0507  HISTORY     - 1942     GOOD             CGS
 AM0507  HISTORY     - 1942     GOOD             CGS
 AM0507  HISTORY     - 1947     GOOD             CGS
 AM0507  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AM0507  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0507
 AM0507                          STATION DESCRIPTION
 AM0507
 AM0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0507'STATION IS LOCATED ABOUT 5.5 MILES SSW FROM MATAGORDA, ON
 AM0507'TIGER ISLAND, ON THE N SIDE OF THE ISLAND.  IT IS 15 METERS
 AM0507'S FROM THE BAY SHORE AND 3 METERS N FROM THE S SIDE OF A
 AM0507'LOW SHELL RIDGE ON WHICH IT IS LOCATED.  THERE IS A GROVE
 AM0507'OF SALT CEDARS COVERING ABOUT 2 ACRES 90 METERS E FROM THE
 AM0507'STATION.  THERE ARE SEVERAL SMALLER GROVES OF TREES ON THE
 AM0507'ISLAND BUT THIS IS THE LARGEST ONE.
 AM0507'
 AM0507'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM STATION--
 AM0507'HOUSE (2 MILES DISTANT), 197 DEG.  GULF MUNICIPAL WATER
 AM0507'TANK, 20 DEG 30 MIN.  BEACON NO. 1, DOG ISLAND CHANNEL, 311
 AM0507'DEG.  BEACON NO. 3, DOG ISLAND CHANNEL, 300 DEG.
 AM0507'
 AM0507'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 AM0507
 AM0507                          STATION RECOVERY (1937)
 AM0507
 AM0507'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AM0507'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AM0507
 AM0507                          STATION RECOVERY (1938)
 AM0507
 AM0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AM0507'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AM0507'
 AM0507'STATION IS ABOUT 500 METERS W OF THE CHANNEL THROUGH WHICH
 AM0507'THE COLORADO RIVER EMPTIES INTO THE GULF AND ON THE SHELL RIDGE
 AM0507'WHICH EXTENDS ALONG THE N SIDE OF THE ISLAND.
 AM0507
 AM0507                          STATION RECOVERY (1942)
 AM0507
 AM0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (USE)
 AM0507'THE STATION WAS FOUND IN GOOD CONDITION.  NO SEARCH WAS
 AM0507'MADE FOR THE REFERENCE MARKS.
 AM0507
 AM0507                          STATION RECOVERY (1942)
 AM0507
 AM0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LOJ)
 AM0507'STATION WAS FOUND IN GOOD CONDITION.
 AM0507'
 AM0507'NO SEARCH WAS MADE FOR THE REFERENCE MARKS.
 AM0507
 AM0507                          STATION RECOVERY (1947)
 AM0507
 AM0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0507'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AM0507
 AM0507                          STATION RECOVERY (1969)
 AM0507
 AM0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0507'THE PLOTTED POSITION OF THE STATION IS NOW UNDER WATER.  AT
 AM0507'THIS TIME, THE POSITION OF ALL MARKS ARE BELIEVED TO BE
 AM0507'OUT IN THE BAY.
 AM0507'
 AM0507'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES
 AM0507'SOUTH-SOUTHWEST OF MATAGORDA.
 AM0507
 AM0507                          STATION RECOVERY (1978)
 AM0507
 AM0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0507'STATION REPORTED DESTROYED IN 1969. IDOL 2 ESTABLISHED AT THIS
 AM0507'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0509 ***********************************************************************
 AM0509  DESIGNATION -  IDOL 2
 AM0509  PID         -  AM0509
 AM0509  STATE/COUNTY-  TX/MATAGORDA
 AM0509  USGS QUAD   -  MATAGORDA SW (1952)
 AM0509
 AM0509                         *CURRENT SURVEY CONTROL
 AM0509  ___________________________________________________________________
 AM0509* NAD 83(1993)-  28 35 53.99130(N)    095 58 38.57007(W)     ADJUSTED  
 AM0509* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 AM0509  ___________________________________________________________________
 AM0509  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 AM0509  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AM0509
 AM0509  HORZ ORDER  -  SECOND
 AM0509
 AM0509.The horizontal coordinates were established by classical geodetic methods
 AM0509.and adjusted by the National Geodetic Survey in February 1996..
 AM0509
 AM0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0509
 AM0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0509
 AM0509.The geoid height was determined by GEOID03.
 AM0509
 AM0509;                    North         East     Units Scale Factor Converg.
 AM0509;SPC TXSC     - 4,088,604.510   895,603.015   MT  0.99994524   +1 28 50.9
 AM0509;SPC TXSC     -13,414,029.96  2,938,324.23   sFT  0.99994524   +1 28 50.9
 AM0509;UTM  15      - 3,167,108.970   208,817.829   MT  1.00064651   -1 25 34.2
 AM0509;UTM  14      - 3,167,220.013   795,608.667   MT  1.00067858   +1 26 52.4
 AM0509
 AM0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0509!SPC TXSC     -   1.00000359  x   0.99994524  =   0.99994883
 AM0509!UTM  15      -   1.00000359  x   1.00064651  =   1.00065010
 AM0509!UTM  14      -   1.00000359  x   1.00067858  =   1.00068217
 AM0509
 AM0509:                Primary Azimuth Mark                     Grid Az
 AM0509:SPC TXSC     -  IDOL 2 AZ MK                             011 27 17.3
 AM0509:UTM  15      -  IDOL 2 AZ MK                             014 21 42.4
 AM0509:UTM  14      -  IDOL 2 AZ MK                             011 29 15.8
 AM0509
 AM0509|---------------------------------------------------------------------|
 AM0509| PID    Reference Object                     Distance      Geod. Az  |
 AM0509|                                                           dddmmss.s |
 AM0509| AM0510 IDOL 2 AZ MK                        APPROX. 1.2 KM 0125608.2 |
 AM0509| AM0508 E 12 + 00 USE                        43.600 METERS 02436     |
 AM0509| AM0513 E 5 USE                             184.040 METERS 25707     |
 AM0509| AM0512 E 5 USE PTA                         177.770 METERS 25707     |
 AM0509| CV7281 IDOL 2 RM 3                          23.074 METERS 25923     |
 AM0509| AM0514 H 82 TX                             135.029 METERS 27810     |
 AM0509| AM0515 H 82 TX PTA                           7.234 METERS 27810     |
 AM0509|---------------------------------------------------------------------|
 AM0509
 AM0509                          SUPERSEDED SURVEY CONTROL
 AM0509
 AM0509  NAD 83(1986)-  28 35 53.99915(N)    095 58 38.55103(W) AD(       ) 2
 AM0509  NAD 27      -  28 35 53.02200(N)    095 58 37.67413(W) AD(       ) 2
 AM0509  NGVD 29 (07/19/86)    3.7    (m)           12.     (f) VERT ANG       
 AM0509
 AM0509.Superseded values are not recommended for survey control.
 AM0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0509.See file dsdata.txt to determine how the superseded data were derived.
 AM0509
 AM0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM0881867109(NAD 83)
 AM0509_MARKER: DD = SURVEY DISK
 AM0509_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AM0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0509_STAMPING: IDOL 2 1978
 AM0509_MARK LOGO: NGS   
 AM0509_PROJECTION: FLUSH
 AM0509_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0509+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1991
 AM0509
 AM0509  HISTORY     - Date     Condition        Report By
 AM0509  HISTORY     - 1978     MONUMENTED       NGS
 AM0509  HISTORY     - 1979     GOOD             NOS
 AM0509  HISTORY     - 19910418 GOOD             NOS
 AM0509
 AM0509                          STATION DESCRIPTION
 AM0509
 AM0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0509'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF PALACIOS,
 AM0509'5 MILES SOUTH OF MATAGORDA AND NEAR THE END OF FARM ROAD 2031,
 AM0509'AT A SMALL ROADSIDE PARK ON COUNTY OWNED PROPERTY.  JUDGE
 AM0509'HUEBNR AND MR. GENE LITCHFIELD, BEACH ROAD, MATAGORDA, TEXAS
 AM0509'77457, WERE CONTACTED FOR PERMISSION TO ESTABLISH THE STATION.
 AM0509'MR. LITCHFIELD TELEPHONE NUMBER IS 713-863-7552.
 AM0509'
 AM0509'TO REACH FROM THE POST OFFICE AT THE JUNCTION OF STATE HIGHWAY
 AM0509'60 AND FARM ROAD 2031 IN MATAGORDA, GO SOUTH ON FARM ROAD 2031
 AM0509'FOR 6.35 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 AM0509'AHEAD FOR 0.55 MILE TO THE END OF THE PAVEMENT AND THE STATION
 AM0509'ON THE LEFT.
 AM0509'
 AM0509'THE STATION IS A STANDARD NGS DISK
 AM0509'STAMPED---IDOL 2 1978---,
 AM0509'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0509'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AM0509'174 FEET EAST FROM THE CENTER OF FARM ROAD 2031,
 AM0509'83 FEET SOUTH-SOUTHEAST FROM A LIGHT POLE, AND
 AM0509'18 FEET WEST-NORTHWEST FROM A METAL WITNESS POST WITH SIGN.
 AM0509'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AM0509'STAMPED---IDOL 2 1978---,
 AM0509'SET INTO AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW
 AM0509'THE SURFACE.
 AM0509'
 AM0509'REFERENCE MARK 3 IS A STANDARD NGS DISK
 AM0509'STAMPED---IDOL 2 NO 3 1978---,
 AM0509'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0509'DIAMETER FLUSH WITH THE GROUND.  IT IS
 AM0509'101 FEET WEST OF A METAL WITNESS POST WITH SIGN AND
 AM0509'95 FEET EAST FROM THE CENTER OF THE PAVED ROAD.
 AM0509'
 AM0509'REFERENCE MARK IS A U.S. ARMY CORPS OF ENGINEERS DISK
 AM0509'STAMPED---E-12 + 00 71---,
 AM0509'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 22 INCHES IN
 AM0509'DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AM0509'31 FEET EAST-NORTHEAST FROM A LARGE ROUND POLE AND
 AM0509'2.7 FEET NORTH FROM A METAL WITNESS POST WITH SIGN.
 AM0509'
 AM0509'REFERENCE MARK IS A U.S. ARMY CORPS OF ENGINEERS DISK
 AM0509'STAMPED---E-5 71---,
 AM0509'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 22 INCHES IN
 AM0509'DIAMETER PROJECTING 7 INCHES ABOVE THE GROUND.  IT IS
 AM0509'1 FOOT SOUTH FROM A WOODEN STAKE.
 AM0509'
 AM0509'AZIMUTH MARK IS A STANDARD NGS DISK
 AM0509'STAMPED---IDOL 2 1978---,
 AM0509'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0509'DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 AM0509'30.4 FEET EAST FROM THE CENTER OF FARM ROAD 2031,
 AM0509'4.8 FEET EAST FROM A POWER POLE, AND
 AM0509'1.4 FEET SOUTH FROM A METAL WITNESS POST.
 AM0509'
 AM0509'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.4 METERS.
 AM0509'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO A PICNIC
 AM0509'SHELTER ON LINE.
 AM0509
 AM0509                          STATION RECOVERY (1979)
 AM0509
 AM0509'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0509'THE STATION, REFERENCE MARK 3, E 12+00 USE AND THE AZIMUTH
 AM0509'MARK WERE RECOVERED IN GOOD CONDITION. THE 1978 DESCRIPTION
 AM0509'IS ADEQUATE EXCEPT FOR THE TO REACH.
 AM0509'
 AM0509'TO REACH THE STATION FROM THE POST OFFICE AND THE JUNCTION
 AM0509'OF STATE HIGHWAY 60 AND FARM ROAD 2031 IN MATAGORDA GO SOUTH
 AM0509'ON FARM ROAD 2031 FOR 5.85 MILES TO A SIDE ROAD LEFT (SIGN ON
 AM0509'RIGHT, MATAGORDA DUNES TOWNHOUSES) AND AZIMUTH MARK ON LEFT.
 AM0509'CONTINUE SOUTH ON FARM ROAD 2031 FOR 0.75 MILE TO A ROADSIDE
 AM0509'PARK AND STATION ON THE LEFT.
 AM0509'
 AM0509'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AM0509
 AM0509                          STATION RECOVERY (1991)
 AM0509
 AM0509'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AM0509'THE STATION IS LOCATED ABOUT 13 MI (20.92 KM) SE OF PALACIOS, 5 MI
 AM0509'(8.05 KM) S OF MATAGORDA AND NEAR THE END OF FARM ROAD 2031 AT A SMALL
 AM0509'ROADSIDE PARK ON COUNTY OWNED PROPERTY. TO REACH FROM THE POST OFFICE
 AM0509'AT THE JUNCTION OF STATE HIGHWAY 60 AND FARM ROAD 2031 IN MATAGORDA GO
 AM0509'SOUTH ON FARM ROAD 2031 FOR 6.05 MI (9.74 KM) TO THE AZIMUTH MARK ON
 AM0509'THE LEFT, CONTINUE AHEAD FOR 0.75 MI (1.21 KM) TO THE END OF THE
 AM0509'PAVEMENT AND THE STATION ON THE LEFT. THE STATION IS A STANDARD NGS
 AM0509'DISK STAMPED IDOL 2 1978 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AM0509'12 INCHES IN DIAMETER, FLUSH WITH THE GROUND. IT IS 174 FT (53.04 M)
 AM0509'EAST OF THE CENTERLINE OF FARM ROAD 2031, 83 FT (25.30 M) SSE FROM A
 AM0509'LIGHT POLE AND ONE FT FROM A WITNESS POST. REFERENCE MARK 3 IS A
 AM0509'STANDARD NGS DISK STAMPED IDOL 2 NO 3 1978 SET INTO THE TOP OF A ROUND
 AM0509'CONCRETE MONUMENT 12 INCHES IN DIAMETER WHICH IS BURIED ONE FT. (0.00
 AM0509'M) IT IS 95 FT (28.96 M) EAST FROM THE CENTERLINE OF FARM ROAD 2031.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0510 ***********************************************************************
 AM0510  DESIGNATION -  IDOL 2 AZ MK
 AM0510  PID         -  AM0510
 AM0510  STATE/COUNTY-  TX/MATAGORDA
 AM0510  USGS QUAD   -  MATAGORDA SW (1952)
 AM0510
 AM0510                         *CURRENT SURVEY CONTROL
 AM0510  ___________________________________________________________________
 AM0510* NAD 83(1993)-  28 36 31.66891(N)    095 58 28.76351(W)     ADJUSTED  
 AM0510* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 AM0510  ___________________________________________________________________
 AM0510  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AM0510  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AM0510
 AM0510  HORZ ORDER  -  SECOND
 AM0510
 AM0510.The horizontal coordinates were established by classical geodetic methods
 AM0510.and adjusted by the National Geodetic Survey in February 1996..
 AM0510
 AM0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0510
 AM0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0510
 AM0510.The geoid height was determined by GEOID03.
 AM0510
 AM0510;                    North         East     Units Scale Factor Converg.
 AM0510;SPC TXSC     - 4,089,770.884   895,839.358   MT  0.99994292   +1 28 55.8
 AM0510;SPC TXSC     -13,417,856.64  2,939,099.63   sFT  0.99994292   +1 28 55.8
 AM0510;UTM  15      - 3,168,262.665   209,113.232   MT  1.00064439   -1 25 31.3
 AM0510;UTM  14      - 3,168,387.111   795,845.851   MT  1.00068031   +1 26 58.8
 AM0510
 AM0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0510!SPC TXSC     -   1.00000373  x   0.99994292  =   0.99994665
 AM0510!UTM  15      -   1.00000373  x   1.00064439  =   1.00064813
 AM0510!UTM  14      -   1.00000373  x   1.00068031  =   1.00068405
 AM0510
 AM0510                          SUPERSEDED SURVEY CONTROL
 AM0510
 AM0510  NAD 83(1986)-  28 36 31.67676(N)    095 58 28.74453(W) AD(       ) 2
 AM0510  NAD 27      -  28 36 30.70085(N)    095 58 27.86828(W) AD(       ) 2
 AM0510  NGVD 29 (07/19/86)    2.8    (m)            9.     (f) VERT ANG       
 AM0510
 AM0510.Superseded values are not recommended for survey control.
 AM0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0510.See file dsdata.txt to determine how the superseded data were derived.
 AM0510
 AM0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM0911368263(NAD 83)
 AM0510_MARKER: DD = SURVEY DISK
 AM0510_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AM0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0510_STAMPING: IDOL 2 1978
 AM0510_MARK LOGO: NGS   
 AM0510_PROJECTION: FLUSH
 AM0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0510+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1991
 AM0510
 AM0510  HISTORY     - Date     Condition        Report By
 AM0510  HISTORY     - 1978     MONUMENTED       NGS
 AM0510  HISTORY     - 1979     GOOD             NOS
 AM0510  HISTORY     - 19910418 GOOD             NOS
 AM0510
 AM0510                          STATION DESCRIPTION
 AM0510
 AM0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AM0510'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF PALACIOS,
 AM0510'4-1/2 MILES SOUTH OF MATAGORDA, 1/2 MILE NORTH OF THE GULF OF
 AM0510'MEXICO, AND ON RIGHT-OF-WAY OF FARM ROAD 2031.
 AM0510'
 AM0510'TO REACH FROM THE POST OFFICE AT THE JUNCTION OF STATE HIGHWAY
 AM0510'60 AND FARM ROAD 2031 IN MATAGORDA, GO SOUTH ON FARM ROAD 2031
 AM0510'FOR 6.35 MILES TO THE STATION ON THE LEFT.
 AM0510'
 AM0510'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AM0510'STAMPED---IDOL 2 1978---,
 AM0510'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0510'DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS
 AM0510'30.4 FEET EAST FROM THE CENTER OF A PAVED ROAD,
 AM0510'4.8 FEET EAST FROM A POWER POLE, AND
 AM0510'1.4 FEET SOUTH FROM A METAL WITNESS POST WITH SIGN.
 AM0510'
 AM0510'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
 AM0510
 AM0510                          STATION RECOVERY (1979)
 AM0510
 AM0510'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AM0510'THE STATION WAS RECOVERED AS DESCRIBED BY JRS, 1978, WITH
 AM0510'THE EXCEPTION OF THE TO REACH.
 AM0510'
 AM0510'TO REACH THE STATION FROM THE POST OFFICE AT THE JUNCTION OF
 AM0510'STATE HIGHWAY 60 AND FARM ROAD 2031 IN MATAGORDA GO SOUTH ON
 AM0510'FARM ROAD 2031 FOR 5.85 MILES TO A SIDE ROAD LEFT (SIGN ON RIGHT,
 AM0510'MATAGORDA DUNES TOWNHOUSES) AND STATION ON LEFT.
 AM0510
 AM0510                          STATION RECOVERY (1991)
 AM0510
 AM0510'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AM0510'THE STATION IS LOCATED ABOUT 13 MI (20.92 KM) SE OF PALACIOS, 5 MI
 AM0510'(8.05 KM) S OF MATAGORDA ON FARM ROAD 2031. TO REACH FROM THE POST
 AM0510'OFFICE AT THE JUNCTION OF STATE HIGHWAY 60 AND FARM ROAD 2031 IN
 AM0510'MATAGORDA HEAD SOUTH ON FARM ROAD 2031 FOR 6.05 MI (9.74 KM) TO THE
 AM0510'AZUMUTH MARK ON THE LEFT. THE STATION IS A STANDARD NGS DISK STAMPED
 AM0510'IDOL 2 1978 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AM0510'DIAMETER PROJECTING 2 INCHES ABOVE THE GROUND. IT IS 30.4 FT (9.27 M)
 AM0510'FROM THE CENTER OF FARM ROAD 2031 AND 4.8 FT (1.46 M) FROM A POWER
 AM0510'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2811 ***********************************************************************
 AB2811  PACS        -  This is a Primary Airport Control Station.
 AB2811  DESIGNATION -  IF9 A
 AB2811  PID         -  AB2811
 AB2811  STATE/COUNTY-  TX/WISE
 AB2811  USGS QUAD   -  BRIDGEPORT WEST (1978)
 AB2811
 AB2811                         *CURRENT SURVEY CONTROL
 AB2811  ___________________________________________________________________
 AB2811* NAD 83(1993)-  33 10 55.30621(N)    097 49 46.61957(W)     ADJUSTED  
 AB2811* NAVD 88     -       245.22   (meters)     804.5    (feet)  GPS OBS   
 AB2811  ___________________________________________________________________
 AB2811  X           -    -727,950.923 (meters)                     COMP
 AB2811  Y           -  -5,293,818.789 (meters)                     COMP
 AB2811  Z           -   3,470,991.317 (meters)                     COMP
 AB2811  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AB2811  ELLIP HEIGHT-         217.32  (meters)          (10/24/00) GPS OBS
 AB2811  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AB2811
 AB2811  HORZ ORDER  -  B
 AB2811  ELLP ORDER  -  FOURTH    CLASS II
 AB2811
 AB2811.This mark is at Bridgeport Muni (1F9) Airport (1F9)
 AB2811
 AB2811.The horizontal coordinates were established by GPS observations
 AB2811.and adjusted by the National Geodetic Survey in February 1996..
 AB2811
 AB2811.The orthometric height was determined by GPS observations and a
 AB2811.high-resolution geoid model.
 AB2811
 AB2811.GPS derived orthometric heights for airport stations designated as
 AB2811.PACS or SACS are published to 2 decimal places.  This maintains
 AB2811.centimeter relative accuracy between the PACS and SACS.  It does
 AB2811.not indicate centimeter accuracy relative to other marks which are
 AB2811.part of the NAVD 88 network.
 AB2811
 AB2811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2811
 AB2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2811
 AB2811.The ellipsoidal height was determined by GPS observations
 AB2811.and is referenced to NAD 83.
 AB2811
 AB2811.The geoid height was determined by GEOID03.
 AB2811
 AB2811;                    North         East     Units Scale Factor Converg.
 AB2811;SPC TXNC     - 2,168,237.976   662,512.299   MT  0.99987520   +0 21 56.2
 AB2811;SPC TXNC     - 7,113,627.43  2,173,592.43   sFT  0.99987520   +0 21 56.2
 AB2811;UTM  14      - 3,672,077.011   609,110.353   MT  0.99974678   +0 38 26.2
 AB2811
 AB2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2811!SPC TXNC     -   0.99996588  x   0.99987520  =   0.99984109
 AB2811!UTM  14      -   0.99996588  x   0.99974678  =   0.99971267
 AB2811
 AB2811|---------------------------------------------------------------------|
 AB2811| PID    Reference Object                     Distance      Geod. Az  |
 AB2811|                                                           dddmmss.s |
 AB2811| DN1429 BRIDPORT AZ MK                      312.966 METERS 16550     |
 AB2811|---------------------------------------------------------------------|
 AB2811
 AB2811                          SUPERSEDED SURVEY CONTROL
 AB2811
 AB2811  ELLIP H (02/20/96)  217.38   (m)                       GP(       ) 1 1
 AB2811
 AB2811.Superseded values are not recommended for survey control.
 AB2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2811.See file dsdata.txt to determine how the superseded data were derived.
 AB2811
 AB2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB0911072077(NAD 83)
 AB2811_MARKER: I = METAL ROD
 AB2811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2811_STAMPING: IF9 A 1994
 AB2811_MARK LOGO: NGS   
 AB2811_PROJECTION: FLUSH
 AB2811_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2811+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2004
 AB2811_ROD/PIPE-DEPTH: 4.05 meters
 AB2811_SLEEVE-DEPTH  : 1 meters
 AB2811
 AB2811  HISTORY     - Date     Condition        Report By
 AB2811  HISTORY     - 1994     MONUMENTED       NGS
 AB2811  HISTORY     - 20040216 GOOD             JCLS
 AB2811
 AB2811                          STATION DESCRIPTION
 AB2811
 AB2811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2811'THE STATION IS LOCATED ABOUT 27.0 MI (43.5 KM) EAST OF JACKSBORO, 11.0
 AB2811'MI (17.7 KM) WEST OF DECATUR, 3.75 MI (6.03 KM) SOUTHWEST OF
 AB2811'BRIDGEPORT AND AT THE BRIDGEPORT MUNICIPAL AIRPORT.  OWNERSHIP---CITY
 AB2811'OF BRIDGEPORT, 812 HALSELL STREET, BRIDGEPORT, TX 76026.  AIRPORT
 AB2811'MANAGER IS BEN TOLLE, PHONE (817) 683-2087 OR (817) 683-3285.  TO
 AB2811'REACH THE STATION FROM THE JUCTION OF US HIGHWAY 380 AND STATE
 AB2811'HIGHWAYS 101 AND 114 IN BRIDGEPORT, GO SOUTHWEST ON US HIGHWAY 380 FOR
 AB2811'3.8 MI (6.1 KM) TO FARM ROAD 1820 ON THE RIGHT.  CONTINUE AHEAD
 AB2811'SOUTHWEST ON US HIGHWAY 380 FOR 0.85 MI (1.37 KM) TO A GRAVEL AIRPORT
 AB2811'ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.1 MI (0.2
 AB2811'KM) TO A TRACK ROAD ON THE LEFT.  TURN LEFT FOR 0.05 MI (0.08 KM) TO
 AB2811'THE STATION ON THE LEFT.  THE STATION IS A STEEL ROD WITH A PUNCH HOLE
 AB2811'IN THE TOP, ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP SET IN
 AB2811'CONCRETE AND FLUSH WITH THE GROUND.  THE STATION IS 112.8 FT (34.4 M)
 AB2811'EAST OF A POWER POLE, 27.0 FT (8.2 M) NORTH OF THE CENTER OF A TRACK
 AB2811'ROAD, 4.0 FT (1.2 M) WEST OF A FENCE CORNER AND 1.5 FT (0.5 M) WEST OF
 AB2811'A FIBERGLASS WITNESS POST.
 AB2811
 AB2811                          STATION RECOVERY (2004)
 AB2811
 AB2811'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AB2811'AIRPORT MANAGER IS NOW DANIELL SELZ.  PHONE NUMBER IS NOW (817) 683
 AB2811'5906.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0538 ***********************************************************************
 BO0538  DESIGNATION -  IKE
 BO0538  PID         -  BO0538
 BO0538  STATE/COUNTY-  TX/VAL VERDE
 BO0538  USGS QUAD   -  ROUNDHILL RANCH (1980)
 BO0538
 BO0538                         *CURRENT SURVEY CONTROL
 BO0538  ___________________________________________________________________
 BO0538* NAD 83(1993)-  30 02 04.86641(N)    101 37 49.15497(W)     ADJUSTED  
 BO0538* NAVD 88     -       631.0    (meters)    2070.     (feet)  VERTCON   
 BO0538  ___________________________________________________________________
 BO0538  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BO0538  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 BO0538
 BO0538  HORZ ORDER  -  FIRST
 BO0538
 BO0538.The horizontal coordinates were established by classical geodetic methods
 BO0538.and adjusted by the National Geodetic Survey in February 1996..
 BO0538
 BO0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 BO0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BO0538
 BO0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0538
 BO0538.The geoid height was determined by GEOID03.
 BO0538
 BO0538;                    North         East     Units Scale Factor Converg.
 BO0538;SPC TXSC     - 4,246,826.386   346,335.640   MT  0.99993763   -1 17 19.1
 BO0538;SPC TXSC     -13,933,129.57  1,136,269.51   sFT  0.99993763   -1 17 19.1
 BO0538;UTM  14      - 3,325,544.166   246,355.133   MT  1.00039382   -1 19 02.1
 BO0538
 BO0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0538!SPC TXSC     -   0.99990457  x   0.99993763  =   0.99984220
 BO0538!UTM  14      -   0.99990457  x   1.00039382  =   1.00029835
 BO0538
 BO0538|---------------------------------------------------------------------|
 BO0538| PID    Reference Object                     Distance      Geod. Az  |
 BO0538|                                                           dddmmss.s |
 BO0538| CH9637 IKE RM                                9.350 METERS 05333     |
 BO0538| BO0537 BABB                                APPROX. 3.4 KM 1071152.2 |
 BO0538|---------------------------------------------------------------------|
 BO0538
 BO0538                          SUPERSEDED SURVEY CONTROL
 BO0538
 BO0538  NAD 83(1986)-  30 02 04.84277(N)    101 37 49.16693(W) AD(       ) 1
 BO0538  NAD 27      -  30 02 04.14000(N)    101 37 47.74100(W) AD(       ) 1
 BO0538  NGVD 29 (07/19/86)  630.8    (m)         2070.     (f) VERT ANG       
 BO0538
 BO0538.Superseded values are not recommended for survey control.
 BO0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0538.See file dsdata.txt to determine how the superseded data were derived.
 BO0538
 BO0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU4635525544(NAD 83)
 BO0538_MARKER: DS = TRIANGULATION STATION DISK
 BO0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0538
 BO0538  HISTORY     - Date     Condition        Report By
 BO0538  HISTORY     - 1918     MONUMENTED       CGS
 BO0538
 BO0538                          STATION DESCRIPTION
 BO0538
 BO0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 BO0538'STATION IS ON THE HIGHEST POINT OF RIDGE, 20 MILES BY ROAD
 BO0538'N FROM LANGTRY, ON BILL IKE BABB RANCH, 2 MILES ON HIGHLAND
 BO0538'C WINDMILL, AND 1/4 MILE NE OF RANCH ROAD LEADING NW FROM THIS
 BO0538'WINDMILL.
 BO0538'
 BO0538'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BO0538'DISKS SET IN CONCRETE.
 BO0538'
 BO0538'REFERENCE MARK IS 9.35 METERS (30.7 FEET) FROM STATION,
 BO0538'N 53 DEG 33 MIN E.  A SCRUB CEDAR IS DISTANT 4.4
 BO0538'METERS (14 FEET) N 29 DEG 16 MIN W, AND SMALL CLUMP
 BO0538'OF CEDARS 11 METERS (36 FEET) S 26 DEG 23 MIN E.
 BO0538'
 BO0538'ELEVATION OF STATION, 630.8 METERS (2,070 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6161 ***********************************************************************
 AB6161  SACS        -  This is a Secondary Airport Control Station.
 AB6161  DESIGNATION -  ILE A
 AB6161  PID         -  AB6161
 AB6161  STATE/COUNTY-  TX/BELL
 AB6161  USGS QUAD   -  KILLEEN (1995)
 AB6161
 AB6161                         *CURRENT SURVEY CONTROL
 AB6161  ___________________________________________________________________
 AB6161* NAD 83(1993)-  31 04 42.60381(N)    097 41 15.57383(W)     ADJUSTED  
 AB6161* NAVD 88     -       257.83   (meters)     845.9    (feet)  GPS OBS   
 AB6161  ___________________________________________________________________
 AB6161  X           -    -731,429.366 (meters)                     COMP
 AB6161  Y           -  -5,418,557.647 (meters)                     COMP
 AB6161  Z           -   3,273,469.890 (meters)                     COMP
 AB6161  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AB6161  ELLIP HEIGHT-         230.83  (meters)          (02/27/01) GPS OBS
 AB6161  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AB6161
 AB6161  HORZ ORDER  -  FIRST
 AB6161  ELLP ORDER  -  FOURTH    CLASS I
 AB6161
 AB6161.This mark is at Killeen Muni (ILE) Airport (ILE)
 AB6161
 AB6161.The horizontal coordinates were established by GPS observations
 AB6161.and adjusted by the National Geodetic Survey in August 1996..
 AB6161
 AB6161.The orthometric height was determined by GPS observations and a
 AB6161.high-resolution geoid model.
 AB6161
 AB6161.GPS derived orthometric heights for airport stations designated as
 AB6161.PACS or SACS are published to 2 decimal places.  This maintains
 AB6161.centimeter relative accuracy between the PACS and SACS.  It does
 AB6161.not indicate centimeter accuracy relative to other marks which are
 AB6161.part of the NAVD 88 network.
 AB6161
 AB6161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6161
 AB6161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6161
 AB6161.The ellipsoidal height was determined by GPS observations
 AB6161.and is referenced to NAD 83.
 AB6161
 AB6161.The geoid height was determined by GEOID03.
 AB6161
 AB6161;                    North         East     Units Scale Factor Converg.
 AB6161;SPC TX C     - 3,159,510.724   952,412.489   MT  0.99988264   +1 21 45.6
 AB6161;SPC TX C     -10,365,828.10  3,124,706.64   sFT  0.99988264   +1 21 45.6
 AB6161;UTM  14      - 3,439,042.037   625,186.391   MT  0.99979331   +0 40 39.1
 AB6161
 AB6161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6161!SPC TX C     -   0.99996375  x   0.99988264  =   0.99984640
 AB6161!UTM  14      -   0.99996375  x   0.99979331  =   0.99975707
 AB6161
 AB6161                          SUPERSEDED SURVEY CONTROL
 AB6161
 AB6161  ELLIP H (08/22/96)  230.91   (m)                       GP(       ) 4 1
 AB6161
 AB6161.Superseded values are not recommended for survey control.
 AB6161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6161.See file dsdata.txt to determine how the superseded data were derived.
 AB6161
 AB6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV2518639042(NAD 83)
 AB6161_MARKER: DD = SURVEY DISK
 AB6161_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB6161_STAMPING: ILE A 1978
 AB6161_MARK LOGO: NOS   
 AB6161_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6161+STABILITY: SURFACE MOTION
 AB6161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6161+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1995
 AB6161
 AB6161  HISTORY     - Date     Condition        Report By
 AB6161  HISTORY     - 1978     MONUMENTED       NOS
 AB6161  HISTORY     - 19940615 GOOD             NGS
 AB6161  HISTORY     - 19950214 GOOD             NGS
 AB6161
 AB6161                          STATION DESCRIPTION
 AB6161
 AB6161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AB6161'THIS STATION IS LOCATED ON THE SOUTH END OF THE AIRPORT NEAR RUNWAY
 AB6161'END 1.  IT IS ON LINE BETWEEN THE WEST EDGE OF A RAMP AND A WINDSOCK.
 AB6161'IT IS 79.8 FT (24.3 M) S OF THE RAMP CORNER, 105.1 FT (32.0 M) SW OF A
 AB6161'HANGAR CORNER, 232 FT (70.7 M) NW OF A FIRE HYDRANT, THE MARK IS A NOS
 AB6161'DISK STAMPED ILE A 1978.  IT IS SET IN A CONCRETE POST WHICH IS FLUSH
 AB6161'WITH THE GROUND.  NOTE, 1980 - WINDSOCK HAS BEEN REMOVED.
 AB6161
 AB6161                          STATION RECOVERY (1995)
 AB6161
 AB6161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6161'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) WEST OF TEMPLE AND ON
 AB6161'THE SOUTH SIDE OF FORT HOOD, AT THE KILLEEN MUNICIPAL AIRPORT, AND ON
 AB6161'THE SOUTH END OF THE AIRPORT NEAR RUNWAY END 1.  IT IS ON LINE BETWEEN
 AB6161'THE WEST EDGE OF A RAMP AND A WINDSOCK.  OWNERSHIP--CITY OF KILLEEN,
 AB6161'1525 AIRPORT DRIVE-BOX A, KILLEEN, TX.  76543.  AIRPORT OPERATIONS
 AB6161'MANAGER IS SANDY HEIDOLPH.  PHONE 817-699-4509/4688. CONTACT ONE DAY
 AB6161'IN ADVANCE FOR ESCORT.  TO REACH THE AIRPORT FROM THE JUNCTION OF U.S.
 AB6161'HIGHWAY 190 AND BUSINESS 190 EAST OF KILLEEN, GO WEST ON BUSINESS 190
 AB6161'FOR 3.54 KM (2.20 MI) TO ROY RENOLDS ROAD, CONTINUE WEST ON BUSINESS
 AB6161'190 FOR 0.88 KM (0.55 MI) TO AIRPORT DRIVE ON THE LEFT.  TURN LEFT ON
 AB6161'AIRPORT DRIVE FOR 0.80 KM (0.50 MI) TO THE MAIN TERMINAL ON THE RIGHT.
 AB6161'SECURITY WILL ESCORT YOU FROM THERE. THE STATION IS SET IN THE TOP OF
 AB6161'A ROUND CONCRETE POST AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 AB6161'70.7 M (232.0 FT) NORTHWEST OF A FIRE HYDRANT, 32.0 M (105.0 FT)
 AB6161'SOUTHWEST OF THE SOUTHWEST CORNER OF A HANGAR, 30.6 M (100.4 FT) EAST
 AB6161'OF A PAVED ROAD, 24.6 M (80.7 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 AB6161'RAMP WEST OF THE HANGAR 23.5 M (77.1 FT) WEST OF A FENCE.  NOTE--THIS
 AB6161'STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6160 ***********************************************************************
 AB6160  SACS        -  This is a Secondary Airport Control Station.
 AB6160  DESIGNATION -  ILE D
 AB6160  PID         -  AB6160
 AB6160  STATE/COUNTY-  TX/BELL
 AB6160  USGS QUAD   -  KILLEEN (1995)
 AB6160
 AB6160                         *CURRENT SURVEY CONTROL
 AB6160  ___________________________________________________________________
 AB6160* NAD 83(1993)-  31 05 08.67189(N)    097 41 18.45159(W)     ADJUSTED  
 AB6160* NAVD 88     -       258.34   (meters)     847.6    (feet)  GPS OBS   
 AB6160  ___________________________________________________________________
 AB6160  X           -    -731,449.569 (meters)                     COMP
 AB6160  Y           -  -5,418,137.103 (meters)                     COMP
 AB6160  Z           -   3,274,157.741 (meters)                     COMP
 AB6160  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AB6160  ELLIP HEIGHT-         231.33  (meters)          (02/27/01) GPS OBS
 AB6160  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AB6160
 AB6160  HORZ ORDER  -  FIRST
 AB6160  ELLP ORDER  -  FOURTH    CLASS I
 AB6160
 AB6160.This mark is at Killeen Muni (ILE) Airport (ILE)
 AB6160
 AB6160.The horizontal coordinates were established by GPS observations
 AB6160.and adjusted by the National Geodetic Survey in August 1996..
 AB6160
 AB6160.The orthometric height was determined by GPS observations and a
 AB6160.high-resolution geoid model.
 AB6160
 AB6160.GPS derived orthometric heights for airport stations designated as
 AB6160.PACS or SACS are published to 2 decimal places.  This maintains
 AB6160.centimeter relative accuracy between the PACS and SACS.  It does
 AB6160.not indicate centimeter accuracy relative to other marks which are
 AB6160.part of the NAVD 88 network.
 AB6160
 AB6160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6160
 AB6160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6160
 AB6160.The ellipsoidal height was determined by GPS observations
 AB6160.and is referenced to NAD 83.
 AB6160
 AB6160.The geoid height was determined by GEOID03.
 AB6160
 AB6160;                    North         East     Units Scale Factor Converg.
 AB6160;SPC TX C     - 3,160,311.420   952,317.154   MT  0.99988282   +1 21 44.2
 AB6160;SPC TX C     -10,368,455.05  3,124,393.86   sFT  0.99988282   +1 21 44.2
 AB6160;UTM  14      - 3,439,843.744   625,100.644   MT  0.99979304   +0 40 38.1
 AB6160
 AB6160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6160!SPC TX C     -   0.99996367  x   0.99988282  =   0.99984650
 AB6160!UTM  14      -   0.99996367  x   0.99979304  =   0.99975672
 AB6160
 AB6160                          SUPERSEDED SURVEY CONTROL
 AB6160
 AB6160  ELLIP H (08/22/96)  231.41   (m)                       GP(       ) 4 1
 AB6160
 AB6160.Superseded values are not recommended for survey control.
 AB6160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6160.See file dsdata.txt to determine how the superseded data were derived.
 AB6160
 AB6160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV2510139844(NAD 83)
 AB6160_MARKER: DD = SURVEY DISK
 AB6160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6160_STAMPING: ILE D 1994
 AB6160_MARK LOGO: NOS   
 AB6160_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6160+STABILITY: SURFACE MOTION
 AB6160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6160+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1995
 AB6160
 AB6160  HISTORY     - Date     Condition        Report By
 AB6160  HISTORY     - 1994     MONUMENTED       NOS
 AB6160  HISTORY     - 19940615 GOOD             NGS
 AB6160  HISTORY     - 19950214 GOOD             NGS
 AB6160
 AB6160                          STATION DESCRIPTION
 AB6160
 AB6160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AB6160'THE STATION IS LOCATED AT ABOUT THE MID-POINT OF RUNWAY 1-19 ON THE
 AB6160'HIGH GROUND APPROXIMATELY 570 FT (173.7 M) WEST OF RUNWAY CENTERLINE,
 AB6160'635 FT (193.5 M) NORTHWEST OF CENTER OF WEST VASI (1) NORTH SET, 657
 AB6160'FT (200.3 M) NORTH OF NORTHEAST CORNER OF GS BUILDING, 10.0 FT (3.0 M)
 AB6160'WEST OF CENTERLINE OF UNPAVED PERIMETER ROAD, ON-LINE WITH NE-SW FENCE
 AB6160'LINE EXTENDED AND 4.7 FT (1.4 M) EAST OF CORNER FENCE POST.  THE
 AB6160'STATION IS A NOS DISK STAMPED ILE D 1994 SET IN TOP OF ROUND CONCRETE
 AB6160'MONUMENT WHICH IS FLUSH WITH THE GROUND.
 AB6160
 AB6160                          STATION RECOVERY (1995)
 AB6160
 AB6160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB6160'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) WEST OF TEMPLE AND ON
 AB6160'THE SOUTH SIDE OF FORT HOOD, AT THE KILLEEN MUNICIPAL AIRPORT, THE
 AB6160'STATION IS LOCATED ABOUT MID-POINT OF RUNWAY 1-19 ON THE HIGH GROUND
 AB6160'APPROXIMATELY 175 M (574.1 FT) WEST OF THE RUNWAY CENTER.
 AB6160'OWNERSHIP--CITY OF KILLEEN, 1525 AIRPORT DRIVE-BOX A, KILLEEN, TX.
 AB6160'76543.  AIRPORT OPERATIONS MANAGER IS SANDY HEIDOLPH.  PHONE
 AB6160'817-699-4509/4688.  CONTACT ONE DAY IN ADVANCE FOR ESCORT.  TO REACH
 AB6160'THE AIRPORT FROM THE JUNCTION OF U.S.  HIGHWAY 190 AND BUSINESS 190
 AB6160'EAST OF KILLEEN, GO WEST ON BUSINESS 190 FOR 3.54 KM (2.20 MI) TO ROY
 AB6160'RENOLDS ROAD, CONTINUE WEST ON BUSINESS 190 FOR 0.88 KM (0.55 MI) TO
 AB6160'AIRPORT DRIVE ON THE LEFT.  TURN LEFT ON AIRPORT DRIVE FOR 0.80 KM
 AB6160'(0.50 MI) TO THE MAIN TERMINAL ON THE RIGHT.  SECURITY WILL ESCORT YOU
 AB6160'FROM THERE.  THE STATION IS SET IN THE TOP OF A ROUND CONCRETE POST
 AB6160'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 193.5 M (634.8 FT)
 AB6160'NORTHWEST OF THE CENTER OF THE WEST VASI (1) NORTH SET, 200.2 M (656.8
 AB6160'FT) NORTH OF THE NORTHEAST CORNER OF GS BUILDING, 36.4 M (119.4 FT)
 AB6160'NORTH-NORTHEAST OF A TELEPHONE JUNCTION BOX, 3.0 M (9.8 FT) WEST OF
 AB6160'THE CENTER OF AN UNPAVED PERIMETER ROAD, ON-LINE WITH AN EXTENDED
 AB6160'NORTHEAST-SOUTHWEST FENCE LINE AND 1.4 M (4.6 FT) EAST OF A FENCE
 AB6160'CORNER.  NOTE--THIS STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2822 ***********************************************************************
 AB2822  PACS        -  This is a Primary Airport Control Station.
 AB2822  DESIGNATION -  ILE E
 AB2822  PID         -  AB2822
 AB2822  STATE/COUNTY-  TX/CORYELL
 AB2822  USGS QUAD   -  KILLEEN (1995)
 AB2822
 AB2822                         *CURRENT SURVEY CONTROL
 AB2822  ___________________________________________________________________
 AB2822* NAD 83(1993)-  31 05 33.90700(N)    097 41 04.79125(W)     ADJUSTED  
 AB2822* NAVD 88     -       254.89   (meters)     836.3    (feet)  GPS OBS   
 AB2822  ___________________________________________________________________
 AB2822  X           -    -731,036.687 (meters)                     COMP
 AB2822  Y           -  -5,417,784.949 (meters)                     COMP
 AB2822  Z           -   3,274,821.572 (meters)                     COMP
 AB2822  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AB2822  ELLIP HEIGHT-         227.96  (meters)          (02/03/05) GPS OBS
 AB2822  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AB2822
 AB2822  HORZ ORDER  -  B
 AB2822  ELLP ORDER  -  FOURTH    CLASS II
 AB2822
 AB2822.This mark is at Killeen Muni (ILE) Airport (ILE)
 AB2822
 AB2822.The horizontal coordinates were established by GPS observations
 AB2822.and adjusted by the National Geodetic Survey in February 1996..
 AB2822
 AB2822.The orthometric height was determined by GPS observations and a
 AB2822.high-resolution geoid model.
 AB2822
 AB2822.GPS derived orthometric heights for airport stations designated as
 AB2822.PACS or SACS are published to 2 decimal places.  This maintains
 AB2822.centimeter relative accuracy between the PACS and SACS.  It does
 AB2822.not indicate centimeter accuracy relative to other marks which are
 AB2822.part of the NAVD 88 network.
 AB2822
 AB2822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2822
 AB2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2822
 AB2822.The ellipsoidal height was determined by GPS observations
 AB2822.and is referenced to NAD 83.
 AB2822
 AB2822.The geoid height was determined by GEOID03.
 AB2822
 AB2822;                    North         East     Units Scale Factor Converg.
 AB2822;SPC TX C     - 3,161,096.900   952,660.579   MT  0.99988301   +1 21 51.2
 AB2822;SPC TX C     -10,371,032.08  3,125,520.58   sFT  0.99988301   +1 21 51.2
 AB2822;UTM  14      - 3,440,624.993   625,453.402   MT  0.99979413   +0 40 45.7
 AB2822
 AB2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2822!SPC TX C     -   0.99996420  x   0.99988301  =   0.99984722
 AB2822!UTM  14      -   0.99996420  x   0.99979413  =   0.99975834
 AB2822
 AB2822                          SUPERSEDED SURVEY CONTROL
 AB2822
 AB2822  ELLIP H (10/24/00)  227.98   (m)                       GP(       ) 4 2
 AB2822  ELLIP H (02/20/96)  228.06   (m)                       GP(       ) 1 1
 AB2822
 AB2822.Superseded values are not recommended for survey control.
 AB2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2822.See file dsdata.txt to determine how the superseded data were derived.
 AB2822
 AB2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV2545340625(NAD 83)
 AB2822_MARKER: I = METAL ROD
 AB2822_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2822_STAMPING: ILE E 1995
 AB2822_MARK LOGO: NGS   
 AB2822_PROJECTION: FLUSH
 AB2822_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2822+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2004
 AB2822_ROD/PIPE-DEPTH: 2.1  meters
 AB2822_SLEEVE-DEPTH  : 0.9 meters
 AB2822
 AB2822  HISTORY     - Date     Condition        Report By
 AB2822  HISTORY     - 1995     MONUMENTED       NGS
 AB2822  HISTORY     - 20031030 GOOD             JCLS
 AB2822  HISTORY     - 20040430 GOOD             MSAM
 AB2822  HISTORY     - 20041229 GOOD             WALLAC
 AB2822
 AB2822                          STATION DESCRIPTION
 AB2822
 AB2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2822'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) WEST OF TEMPLE AND ON
 AB2822'THE SOUTH SIDE OF FORT HOOD, AT THE KILLEEN MUNICIPAL AIRPORT, ON THE
 AB2822'NORTH SIDE OF A TAXI LEADING TO RUNWAY END 19.  OWNERSHIP--CITY OF
 AB2822'KILLEEN, 1525 AIRPORT DRIVE-BOX A, KILLEEN, TX.  76543.  AIRPORT
 AB2822'OPERATIONS MANAGER IS SANDY HEIDOLPH.  PHONE 817-699-4509/4688.
 AB2822'CONTACT ONE DAY IN ADVANCE FOR ESCORT.  TO REACH THE AIRPORT FROM THE
 AB2822'JUNCTION OF U.S.  HIGHWAY 190 AND BUSINESS 190 EAST OF KILLEEN, GO
 AB2822'WEST ON BUSINESS 190 FOR 3.54 KM (2.20 MI) TO ROY RENOLDS ROAD,
 AB2822'CONTINUE WEST ON BUSINESS 190 FOR 0.88 KM (0.55 MI) TO AIRPORT DRIVE
 AB2822'ON THE LEFT.  TURN LEFT ON AIRPORT DRIVE FOR 0.80 KM (0.50 MI) TO THE
 AB2822'MAIN TERMINAL ON THE RIGHT.  SECURITY WILL ESCORT YOU FROM THERE. 0.7
 AB2822'KM (0.45 MI) FROM THE LOCKED ENTRY GATE AT THE SOUTH SIDE OF THE
 AB2822'POLICE STATION GO NORTH ACCROSS AN APRON TO A PAVED ROAD LEADING
 AB2822'AROUND THE NORTH END OF THE RUNWAY TO A TAXIWAY IN FRONT OF THE
 AB2822'HELECOPTER HANGARS, THEN 152.0 M (498.7 FT) NORTHEAST ALONG THE
 AB2822'TAXIWAY TO THE STATION ON THE LEFT, 53.9 M (176.8 FT) WEST OF THE
 AB2822'RUNWAY CENTERLINE, 16.2 M (53.1 FT) NORTH OF THE CENTERLINE OF A
 AB2822'TAXIWAY LEADING TOWARD HELECOPTER HANGARS, 7.7 M (25.3 FT) WEST OF THE
 AB2822'NORTH END OF G19 LIGHTED RUNWAY SIGN, 5.1 M (16.7 FT) NORTH OF A BLUE
 AB2822'TAXI LIGHT, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE TAXIWAY.
 AB2822'NOTE--ACCESS TO THE DATUM POINT IS THRU A 5-INCH LOGO CAP, SLEEVE
 AB2822'DEPTH DOES NOT MEET CLASS A REQUIREMENTS, THE ROD WAS DRIVEN TO
 AB2822'REFUSAL AND IS ANCHORED.
 AB2822
 AB2822                          STATION RECOVERY (2003)
 AB2822
 AB2822'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AB2822'AS OF 1/22/03 THE CITY OF KILEEN (AVIATION SERVICES) HAS ADOPTED THE
 AB2822'FOLLOWING POLICY.
 AB2822'1) SURVEY PERSONNEL REQUIRING ACCESS TO THIS SURVEY POINT MUST
 AB2822'COORDINATE THEIR REQUEST AT LEAST THREE WORKING DAYS IN ADVANCE.
 AB2822'2) ACCESS TO AND FROM THIS POINT REQUIRES AN ESCORT BY AUTHORIZED
 AB2822'AIRPORT PERSONNEL.
 AB2822'3) ACCESS WILL BE PROVIDED, AS AIRPORT PERSONNEL ARE AVAILABLE TO
 AB2822'PROVIDE THIS SERVICE.
 AB2822'4) CHARGES FOR ACCESSING THIS SURVEY POINT WILL BE AS FOLLOWS.
 AB2822'WEEKDAYS (8AM-3PM) - 21.25 PER HOUR (2 HOUR MINIMUM) TIMES OTHER TAH
 AB2822'ABOVE - 30.25 PER HOUR (2 HOUR MINIMUM). CONTACT DON CHRISTIAN,
 AB2822'DIRECTOR OF AVIATION (254-699-4509) FOR ADDITIONAL DETAILS.
 AB2822
 AB2822                          STATION RECOVERY (2004)
 AB2822
 AB2822'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 AB2822'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 AB2822'RECOVERED AS DESCRIBED.
 AB2822
 AB2822                          STATION RECOVERY (2004)
 AB2822
 AB2822'RECOVERY NOTE BY THE WALLACE GROUP INC 2004 (MJM)
 AB2822'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0766 ***********************************************************************
 CC0766  DESIGNATION -  IMPERIAL
 CC0766  PID         -  CC0766
 CC0766  STATE/COUNTY-  TX/PECOS
 CC0766  USGS QUAD   -  GRANDFALLS (1981)
 CC0766
 CC0766                         *CURRENT SURVEY CONTROL
 CC0766  ___________________________________________________________________
 CC0766* NAD 83(1993)-  31 15 38.73497(N)    102 45 34.43798(W)     ADJUSTED  
 CC0766* NAVD 88     -       739.5    (meters)    2426.     (feet)  VERTCON   
 CC0766  ___________________________________________________________________
 CC0766  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CC0766  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CC0766
 CC0766  HORZ ORDER  -  FIRST
 CC0766
 CC0766.The horizontal coordinates were established by classical geodetic methods
 CC0766.and adjusted by the National Geodetic Survey in February 1996..
 CC0766
 CC0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0766
 CC0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0766
 CC0766.The geoid height was determined by GEOID03.
 CC0766
 CC0766;                    North         East     Units Scale Factor Converg.
 CC0766;SPC TX C     - 3,179,233.797   468,960.639   MT  0.99989195   -1 14 58.7
 CC0766;SPC TX C     -10,430,536.22  1,538,581.70   sFT  0.99989195   -1 14 58.7
 CC0766;UTM  13      - 3,460,666.324   713,326.452   MT  1.00016135   +1 09 47.1
 CC0766
 CC0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0766!SPC TX C     -   0.99988754  x   0.99989195  =   0.99977950
 CC0766!UTM  13      -   0.99988754  x   1.00016135  =   1.00004887
 CC0766
 CC0766:                Primary Azimuth Mark                     Grid Az
 CC0766:SPC TX C     -  IMPERIAL AZ MK                           103 19 44.2
 CC0766:UTM  13      -  IMPERIAL AZ MK                           100 54 58.4
 CC0766
 CC0766|---------------------------------------------------------------------|
 CC0766| PID    Reference Object                     Distance      Geod. Az  |
 CC0766|                                                           dddmmss.s |
 CC0766| CH9638 IMPERIAL AZ MK                                     1020445.5 |
 CC0766| CH9639 IMPERIAL RM 1                        17.300 METERS 20015     |
 CC0766| CH9640 IMPERIAL RM 2                        14.080 METERS 30319     |
 CC0766| CC0767 ROYALTY RESET                       APPROX.14.0 KM 3301338.5 |
 CC0766|---------------------------------------------------------------------|
 CC0766
 CC0766                          SUPERSEDED SURVEY CONTROL
 CC0766
 CC0766  NAD 83(1986)-  31 15 38.73808(N)    102 45 34.43066(W) AD(       ) 1
 CC0766  NAD 27      -  31 15 38.22100(N)    102 45 32.88500(W) AD(       ) 1
 CC0766  NGVD 29 (07/19/86)  739.2    (m)         2425.     (f) VERT ANG       
 CC0766
 CC0766.Superseded values are not recommended for survey control.
 CC0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0766.See file dsdata.txt to determine how the superseded data were derived.
 CC0766
 CC0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ1332660666(NAD 83)
 CC0766_MARKER: DS = TRIANGULATION STATION DISK
 CC0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0766+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 CC0766
 CC0766  HISTORY     - Date     Condition        Report By
 CC0766  HISTORY     - 1935     MONUMENTED       CGS
 CC0766  HISTORY     - 1938     GOOD             TXGS
 CC0766  HISTORY     - 1967     GOOD             CGS
 CC0766  HISTORY     - 1968     GOOD             NGS
 CC0766  HISTORY     - 1981     GOOD             NGS
 CC0766  HISTORY     - 20010821 GOOD             INDIV
 CC0766  HISTORY     - 20030716 POOR             INDIV
 CC0766
 CC0766                          STATION DESCRIPTION
 CC0766
 CC0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0766'THIS STATION IS ABOUT 4 MILES W OF IMPERIAL POST OFFICE, 25
 CC0766'MILES N OF FORT STOCKTON, TEXAS, 15 MILES SE OF GRAND FALLS,
 CC0766'TEXAS, ON A SMALL RISE ABOUT 2 OR 3 MILES S OF THE PECOS
 CC0766'RIVER ON LAND BELONGING TO VARIOUS NON-RESIDENT OWNERS AND
 CC0766'LEASED BY MR. E.B. BORRON, WHO LIVES ABOUT 2 MILES NORTHEASTERLY.
 CC0766'IT IS 12-1/2 FEET N OF AN E AND W FENCE, 107-1/2 FEET S OF THE
 CC0766'CENTER LINE OF A TRACK ROAD, AND PROJECTS 6 INCHES.
 CC0766'
 CC0766'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0766'DISK MARKS SET IN CONCRETE.
 CC0766'
 CC0766'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 44.5 FEET S OF
 CC0766'AN E AND W FENCE, AND PROJECTS 8 INCHES.
 CC0766'
 CC0766'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 29.5 FEET N OF
 CC0766'AN E AND W FENCE, 90 FEET S OF THE CENTER LINE OF A TRACK
 CC0766'ROAD, AND PROJECTS 4 INCHES.
 CC0766'
 CC0766'THE AZIMUTH MARK IS E OF THE STATION, 3-1/2 FEET N OF AN E
 CC0766'AND W FENCE, 96 FEET S OF THE S EDGE OF A TRACK ROAD, AND
 CC0766'PROJECTS 12 INCHES.
 CC0766'
 CC0766'THE STATION IS REACHED FROM THE POST OFFICE IN GRAND FALLS,
 CC0766'TEXAS BY GOING E 0.10 MILE, THEN SOUTHERLY ON STATE HIGHWAY
 CC0766'82 FOR 3.0 MILES, CROSS THE PECOS RIVER AND CONTINUE SOUTHERLY
 CC0766'ON THE SAME ROAD FOR 3.9 MILES TO A GRADED CROSS ROAD.  TURN
 CC0766'LEFT, AND GO EASTERLY AND SOUTHEASTERLY ON THIS GRADED ROAD
 CC0766'FOR 5.8 MILES.  (A TRANSMISSION LINE CROSSES THE ROAD AND THEN
 CC0766'FOLLOWS ALONGSIDE THE ROAD.) CONTINUE SOUTHEASTERLY FOR 3.0
 CC0766'MILES TO A JOGGED CROSS ROAD WHERE THE POWER LINE MAKES A
 CC0766'LEFT TURN, NORTHEASTERLY.  TURN LEFT, AND GO NORTHEASTERLY
 CC0766'ON A GOOD GRADED ROAD FOR 4.8 MILES.  CROSS A SMALL CONCRETE
 CC0766'BRIDGE, BUT BEFORE CROSSING A CATTLE GUARD TURN LEFT,
 CC0766'LEAVING THE GRADED ROAD, AND FOLLOW THE MAIN TRACK ROAD
 CC0766'WESTERLY AND NORTHWESTERLY FOR 3.0 MILES TO THE TOP OF A
 CC0766'VERY GRADUAL GRADE.  THEN LEAVE THE TRACK ROAD AND GO S 107-1/2
 CC0766'FEET TO THE STATION.
 CC0766'
 CC0766'ALL LIGHTS COME INTO VIEW AT 10 FEET.
 CC0766'
 CC0766'HEIGHT OF LIGHT ABOVE STATION MARK - 5.75 METERS.
 CC0766
 CC0766                          STATION RECOVERY (1938)
 CC0766
 CC0766'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 CC0766'CROSS A SMALL CONCRETE BRIDGE, (BUT BEFORE CROSSING A CATTLE
 CC0766'GUARD TURN LEFT).  THE FENCE AT CATTLE GUARD HAS BEEN CHANGED
 CC0766'THAT THE CATTLE GUARD MUST BE CROSSED AND THEN FOLLOW AS
 CC0766'DIRECTED.
 CC0766
 CC0766                          STATION RECOVERY (1967)
 CC0766
 CC0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ADL)
 CC0766'STATION RECOVERED IN GOOD CONDITION.
 CC0766'
 CC0766'TO REACH FROM IMPERIAL, TEXAS GO 1 MILES NW ALONG FARM ROAD 11
 CC0766'FROM ITS JUNCTION WITH FARM ROAD 1053 TO JUNCTION OF ROAD SW,
 CC0766'THEN LEFT 2.2 MILES TO A GRADED ROAD S THEN LEFT 0.4 MILE TO
 CC0766'ROAD LEADING SW, TURN RIGHT ALONG THIS ROAD FOR 1.7 MILES.
 CC0766'STATION ABOUT 35 FT. S OF CENTERLINE OF ROAD AT CURVE IN ROAD.
 CC0766'
 CC0766'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IMPERIAL,
 CC0766'4 MILES SW.
 CC0766
 CC0766                          STATION RECOVERY (1968)
 CC0766
 CC0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 (RAP)
 CC0766'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 CC0766'IN GOOD CONDITION.
 CC0766'
 CC0766'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE
 CC0766'MARK IS NOW LOCATED IN A CULTIVATED AREA.
 CC0766'
 CC0766'THE TO REACH IS INADEQUATE.  A NEW TO REACH FOLLOWS--
 CC0766'
 CC0766'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1053
 CC0766'AND 11, IN IMPERIAL, GO WESTERLY ON HIGHWAY 11 FOR 3.1 MILES
 CC0766'TO A REVERSE FORK.  TURN SHARP LEFT AND GO SOUTHEAST ON MACADAM
 CC0766'ROAD FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 CC0766'GO SOUTHERLY FOR 0.3 MILE TO A CATTLE GUARD AND SIDE ROAD
 CC0766'ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON AN OILED ROAD
 CC0766'FOR 1.45 MILES TO A CATTLE GUARD.  CONTINUE SOUTHWEST ON THE
 CC0766'MAIN ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CC0766'
 CC0766'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 CC0766'WEST OF IMPERIAL, TEXAS
 CC0766
 CC0766                          STATION RECOVERY (1981)
 CC0766
 CC0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 CC0766'REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD CONDITION.
 CC0766'AZIMUTH MARK WAS NOT RECOVERED.
 CC0766
 CC0766                          STATION RECOVERY (2001)
 CC0766
 CC0766'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AMW)
 CC0766'RECOVERED IN GOOD CONDITION.
 CC0766
 CC0766                          STATION RECOVERY (2003)
 CC0766
 CC0766'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 CC0766'N 31.15.646 W 102.45.575
 CC0766'FOUND STATION MARKER
 CC0766'REFERENCE 1 N.31.15.637 W.102.45.578
 CC0766'REFERENCE 2 N.31.15.650 W.102.45.580
 CC0766'AZIMUTH WAS FOUND LAYING ON ITS SIDE INTACT N.31.15.769 W.102.45.345
 CC0766' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1406 ***********************************************************************
 GL1406  DESIGNATION -  IMPROVEMENT
 GL1406  PID         -  GL1406
 GL1406  STATE/COUNTY-  TX/DALLAM
 GL1406  USGS QUAD   -  PERICO (1973)
 GL1406
 GL1406                         *CURRENT SURVEY CONTROL
 GL1406  ___________________________________________________________________
 GL1406* NAD 83(1993)-  36 21 04.19802(N)    102 46 34.42108(W)     ADJUSTED  
 GL1406* NAVD 88     -      1338.8    (meters)    4392.     (feet)  VERTCON   
 GL1406  ___________________________________________________________________
 GL1406  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 GL1406  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 GL1406
 GL1406  HORZ ORDER  -  FIRST
 GL1406
 GL1406.The horizontal coordinates were established by classical geodetic methods
 GL1406.and adjusted by the National Geodetic Survey in February 1996..
 GL1406
 GL1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1406
 GL1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1406
 GL1406.The geoid height was determined by GEOID03.
 GL1406
 GL1406;                    North         East     Units Scale Factor Converg.
 GL1406;SPC TX N     - 1,261,584.071    85,441.088   MT  1.00004347   -0 44 22.6
 GL1406;SPC TX N     - 4,139,047.07    280,317.97   sFT  1.00004347   -0 44 22.6
 GL1406;UTM  13      - 4,025,195.020   699,545.975   MT  1.00009062   +1 19 06.7
 GL1406
 GL1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1406!SPC TX N     -   0.99979362  x   1.00004347  =   0.99983708
 GL1406!UTM  13      -   0.99979362  x   1.00009062  =   0.99988422
 GL1406
 GL1406:                Primary Azimuth Mark                     Grid Az
 GL1406:SPC TX N     -  MORAN                                    194 52 53.9
 GL1406:UTM  13      -  MORAN                                    192 49 24.6
 GL1406
 GL1406|---------------------------------------------------------------------|
 GL1406| PID    Reference Object                     Distance      Geod. Az  |
 GL1406|                                                           dddmmss.s |
 GL1406| GL1405 MORAN                               APPROX.11.3 KM 1940831.3 |
 GL1406| CM8822 IMPROVEMENT RM 1                     85.554 METERS 23525     |
 GL1406| GL1455 TEXLINE W TEX UTIL CO WATER TK      APPROX.22.3 KM 2765742.8 |
 GL1406| GL1459 TEXLINE SCHOOL STACK                APPROX.21.9 KM 2772835.0 |
 GL1406| CM8823 IMPROVEMENT RM 2                    100.130 METERS 31536     |
 GL1406| CM8821 IMPROVEMENT AZ MK                                  3561012.3 |
 GL1406|---------------------------------------------------------------------|
 GL1406
 GL1406                          SUPERSEDED SURVEY CONTROL
 GL1406
 GL1406  NAD 83(1993)-  36 21 04.19788(N)    102 46 34.42112(W) AD(       ) 1
 GL1406  NAD 83(1993)-  36 21 04.20558(N)    102 46 34.41670(W) AD(       ) 1
 GL1406  NAD 83(1986)-  36 21 04.20880(N)    102 46 34.41457(W) AD(       ) 1
 GL1406  NAD 27      -  36 21 04.10600(N)    102 46 32.70400(W) AD(       ) 1
 GL1406  NGVD 29 (07/19/86) 1338.2    (m)         4390.     (f) VERT ANG       
 GL1406
 GL1406.Superseded values are not recommended for survey control.
 GL1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1406.See file dsdata.txt to determine how the superseded data were derived.
 GL1406
 GL1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA9954625195(NAD 83)
 GL1406_MARKER: DS = TRIANGULATION STATION DISK
 GL1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1406
 GL1406  HISTORY     - Date     Condition        Report By
 GL1406  HISTORY     - 1934     MONUMENTED       CGS
 GL1406  HISTORY     - 1970     GOOD             USGS
 GL1406  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GL1406
 GL1406                          STATION DESCRIPTION
 GL1406
 GL1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 GL1406'THIS STATION IS ABOUT 15 MILES S OF FELT, OKLAHOMA ON A HIGH
 GL1406'PASTURE RIDGE, THE HIGHEST IN THE VICINITY, ABOUT 2 MILES AND
 GL1406'203 DEGREES MAGNETIC FROM A WHITE HOUSE IN JOHNSON IMPROVEMENT
 GL1406'GROUP, 3/4 MILE NW OF A GROUP OF RANCH BUILDINGS, 3/4 MILE NE
 GL1406'OF A WINDMILL AND A LARGE STEEL TANK.  234 FEET E OF A N-S FENCE
 GL1406'LINE.  THE MARK PROJECTS 3 INCHES.
 GL1406'
 GL1406'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GL1406'BRONZE DISKS SET IN CONCRETE.
 GL1406'
 GL1406'REFERENCE MARK NO. 1 IS SW OF THE STATION, 2 FEET E OF A N-S
 GL1406'FENCE AND PROJECTS 8 INCHES.
 GL1406'
 GL1406'REFERENCE MARK NO. 2 IS NW OF THE STATION, 2 FEET E OF A N-S
 GL1406'FENCE AND PROJECTS 8 INCHES.
 GL1406'
 GL1406'AZIMUTH MARK IS NNW OF THE STATION, 2 FEET E OF A N-S FENCE,
 GL1406'29 FEET S OF AN E-W FENCE AND PROJECTS 8 INCHES.
 GL1406'
 GL1406'THE STATION IS REACHED FROM WARE, TEXAS, BY GOING NW ON U.S.
 GL1406'HIGHWAY 385 FOR 2.6 MILES.  LEAVE HIGHWAY 385 AT A LARGE MAIL
 GL1406'BOX, TURN RIGHT AND GO N ON A GRADED ROAD FOR 4.2 MILES.  THEN
 GL1406'LEFT AND GO W 2.0 MILES.  THEN N FOR 2.0 MILES.  THEN W FOR 0.5
 GL1406'MILE.  THEN N 3.0 MILES TO A WIRE GATE ON THE RIGHT SIDE OF THE
 GL1406'ROAD.  PASS THROUGH THE GATE AND GO E ON A TRACK ROAD FOR 0.5
 GL1406'MILE TO A WINDMILL AND A LARGE STEEL TANK.  FROM HERE DRIVE NE
 GL1406'ACROSS PASTURE LAND 0.7 MILE TO THE TOP OF A KNOLL, HIGHEST IN
 GL1406'THE VICINITY AND A N-S FENCE LINE.  THE STATION IS 234 FEET E
 GL1406'OF THIS POINT.
 GL1406'
 GL1406'ALL OF THE OBJECTS, EXCEPT STATION X.I.T. AND STATION CARCASS, ARE
 GL1406'VISIBLE FROM THE GROUND.
 GL1406'
 GL1406'TO CLEAR THOSE LINES WILL REQUIRE A 20-FOOT INSTRUMENT STAND.
 GL1406
 GL1406                          STATION RECOVERY (1970)
 GL1406
 GL1406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WC)
 GL1406'THE STATION IS LOCATED NORTH 35 DEG WEST ABOUT 24.0 MILES AIRLINE
 GL1406'FROM DALHART, TEXAS.  SOUTH 83 DEG EAST, ABOUT 15.5 MILES AIRLINE
 GL1406'FROM TEXLINE, TEXAS.  ABOUT 1.0 MILE EAST OF FARM ROAD 1879.  ABOUT
 GL1406'0.5 MILES NORTH OF BLADED ROAD ON THE LAND OF CLANCY CUMMINGS.
 GL1406'
 GL1406'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 GL1406'FARM ROAD 296 IN TEXLINE, TEXAS.  GO NORTH THEN EASTERLY ON FARM
 GL1406'ROAD 296 FOR 13.0 MILES TO THE JUNCTION WITH FARM ROAD 1879,
 GL1406'CONTINUE EAST THEN SOUTH ON FARM ROAD 1879 FOR 3.1 MILES TO A
 GL1406'BLADED ROAD LEFT (EAST), THEN LEFT OFF FARM ROAD 1879 AND GO
 GL1406'1.0 MILE TO CATTLE GUARD, TURN LEFT OFF OF ROAD ALONG WEST SIDE
 GL1406'OF FENCE PICKING UP A DIM TRACK ROAD NORTH OF WINDMILL AND GO
 GL1406'0.45 MILES TO REFERENCE MARK NO. 1 ON RIGHT, TURN RIGHT OFF
 GL1406'ROAD AND GO 0.05 MILE TO TOP OF HILL AND STATION.
 GL1406'
 GL1406'STATION MARK IS A USC AND GS BRONZE DISK SET IN A SQUARE CONCRETE
 GL1406'POST PROJECTING 0.2 FEET AND STAMPED IMPROVEMENT 1934.
 GL1406'
 GL1406'REFERENCE MARK NO. 1 IS A USC AND GS BRONZE REFERENCE MARK, DISK
 GL1406'SET IN A SQUARE CONCRETE POST PROJECTING 0.8 FEET AND STAMPED
 GL1406'NO. 1 IMPROVEMENT 1934.
 GL1406'
 GL1406'REFERENCE MARK NO. 2 IS A USC AND GS BRONZE REFERENCE MARK DISK
 GL1406'SET IN A SQUARE CONCRETE POST PROJECTING 0.9 FEET AND STAMPED
 GL1406'IMPROVEMENT NO. 2 1934.
 GL1406'
 GL1406'STATION MORAN 1934 USC AND GS IS VISIBLE FROM THE GROUND AT THIS
 GL1406'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 GL1406'
 GL1406'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 GL1406
 GL1406                          STATION RECOVERY (1973)
 GL1406
 GL1406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (EOM)
 GL1406'STATION MARK FOUND DISTURBED--PITCHED TO THE EAST
 GL1406'SLIGHTLY--INSTALLATION OF LARGE WATER TANK WITH CEMENT FOUNDATION
 GL1406'NEAR BY--GROUND LEVEL REWORKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0865 ***********************************************************************
 CU0865  DESIGNATION -  INADALE
 CU0865  PID         -  CU0865
 CU0865  STATE/COUNTY-  TX/SCURRY
 CU0865  USGS QUAD   -  INADALE (1969)
 CU0865
 CU0865                         *CURRENT SURVEY CONTROL
 CU0865  ___________________________________________________________________
 CU0865* NAD 83(1993)-  32 32 52.04321(N)    100 41 30.06763(W)     ADJUSTED  
 CU0865* NAVD 88     -       726.793  (meters)    2384.49   (feet)  ADJUSTED  
 CU0865  ___________________________________________________________________
 CU0865  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 CU0865  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CU0865  DYNAMIC HT  -         725.816 (meters)    2381.28  (feet)  COMP
 CU0865  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 CU0865
 CU0865  HORZ ORDER  -  SECOND
 CU0865  VERT ORDER  -  FIRST     CLASS II
 CU0865
 CU0865.The horizontal coordinates were established by classical geodetic methods
 CU0865.and adjusted by the National Geodetic Survey in February 1996..
 CU0865
 CU0865.The orthometric height was determined by differential leveling
 CU0865.and adjusted by the National Geodetic Survey in June 1991..
 CU0865
 CU0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0865
 CU0865.The geoid height was determined by GEOID03.
 CU0865
 CU0865.The dynamic height is computed by dividing the NAVD 88
 CU0865.geopotential number by the normal gravity value computed on the
 CU0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0865.degrees latitude (g = 980.6199 gals.).
 CU0865
 CU0865.The modeled gravity was interpolated from observed gravity values.
 CU0865
 CU0865;                    North         East     Units Scale Factor Converg.
 CU0865;SPC TXNC     - 2,099,855.351   394,174.745   MT  0.99991103   -1 11 43.2
 CU0865;SPC TXNC     - 6,889,275.43  1,293,221.64   sFT  0.99991103   -1 11 43.2
 CU0865;UTM  14      - 3,602,418.494   341,158.774   MT  0.99991113   -0 54 37.2
 CU0865
 CU0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0865!SPC TXNC     -   0.99989014  x   0.99991103  =   0.99980118
 CU0865!UTM  14      -   0.99989014  x   0.99991113  =   0.99980128
 CU0865
 CU0865:                Primary Azimuth Mark                     Grid Az
 CU0865:SPC TXNC     -  PYRON ATT MICROWAVE                      047 13 09.0
 CU0865:UTM  14      -  PYRON ATT MICROWAVE                      046 56 03.0
 CU0865
 CU0865|---------------------------------------------------------------------|
 CU0865| PID    Reference Object                     Distance      Geod. Az  |
 CU0865|                                                           dddmmss.s |
 CU0865| CU1008 PYRON ATT MICROWAVE                 APPROX. 8.5 KM 0460125.8 |
 CU0865| CX8358 INADALE RM 2                         14.134 METERS 09913     |
 CU0865| CU0977 WASTELLA MAGNOLIA PIPELINE TWR      APPROX. 7.5 KM 2075631.2 |
 CU0865| CX8356 INADALE AZ MK                                      3191702.5 |
 CU0865| CU1011 HERMLEIGH ATT MICROWAVE             APPROX.11.0 KM 3231408.0 |
 CU0865| CU1013 HERMLEIGH MUN TANK                  APPROX.11.8 KM 3254508.6 |
 CU0865| CX8357 INADALE RM 1                         13.343 METERS 35753     |
 CU0865|---------------------------------------------------------------------|
 CU0865
 CU0865                          SUPERSEDED SURVEY CONTROL
 CU0865
 CU0865  NAD 83(1986)-  32 32 52.04806(N)    100 41 30.05830(W) AD(       ) 2
 CU0865  NAD 27      -  32 32 51.63394(N)    100 41 28.65706(W) AD(       ) 2
 CU0865
 CU0865.Superseded values are not recommended for survey control.
 CU0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0865.See file dsdata.txt to determine how the superseded data were derived.
 CU0865
 CU0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB4115902418(NAD 83)
 CU0865_MARKER: DS = TRIANGULATION STATION DISK
 CU0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0865_SP_SET: CONCRETE POST
 CU0865_STAMPING: INADALE 1968
 CU0865_MARK LOGO: CGS   
 CU0865_PROJECTION: PROJECTING 5 CENTIMETERS
 CU0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0865+STABILITY: SURFACE MOTION
 CU0865
 CU0865  HISTORY     - Date     Condition        Report By
 CU0865  HISTORY     - 1968     MONUMENTED       CGS
 CU0865  HISTORY     - 1982     GOOD             NGS
 CU0865  HISTORY     - 1982     GOOD             NGS
 CU0865
 CU0865                          STATION DESCRIPTION
 CU0865
 CU0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0865'STATION IS LOCATED 7-1/2 MILES AIRLINE SOUTH-SOUTHEAST OF HERMLEIGH,
 CU0865'1/2 MILE NORTH-NORTHWEST OF INADALE, ON THE WEST SIDE OF
 CU0865'U.S. HIGHWAY 84 AND ON THE RAILROAD RIGHT-OF-WAY.
 CU0865'
 CU0865'TO REACH FROM THE COTTON GIN AT THE MAIN INTERSECTION IN INADALE,
 CU0865'GO NORTH-NORTHWEST ON U.S. HIGHWAY 84 FOR 0.55 MILE TO A SIDE
 CU0865'ROAD LEFT, (CONTINUE NORTH-NORTHWEST ON U.S. HIGHWAY 84 FOR 0.8
 CU0865'MILE TO THE AZIMUTH MARK ON THE LEFT), TURN LEFT, WEST, FOR 0.05
 CU0865'MILE CROSSING RAILROAD TRACK THEN RIGHT, NORTH, FOR 0.05 MILE
 CU0865'ALONG WEST SIDE OF RAILROAD TRACK TO TELEPHONE POLE NUMBER 4 AND
 CU0865'THE STATION ON THE LEFT.
 CU0865'
 CU0865'STATION MARK, A STANDARD DISK STAMPED INADALE 1968, SET IN THE
 CU0865'TOP OF A 11-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE
 CU0865'OF THE GROUND.  34.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 CU0865'TRACK, 4.0 FEET NORTHEAST OF TELEPHONE POLE NUMBER 4 AND 3.3 FEET
 CU0865'NORTHWEST OF A METAL WITNESS POST.
 CU0865'
 CU0865'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED INADALE NO 1 1968,
 CU0865'SET IN THE TOP OF AN 11-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 CU0865'THE SURFACE OF THE GROUND.  105 FEET WEST-SOUTHWEST OF THE WEST
 CU0865'SIDE OF U.S. HIGHWAY 84, 46.2 FEET NORTH-NORTHEAST OF TELEPHONE
 CU0865'POLE NUMBER 4 AND 6.0 FEET WEST OF THE WEST RAIL OF THE
 CU0865'RAILROAD TRACK.
 CU0865'
 CU0865'REFERENCE MARK 2 IS A STANDARD DISK STAMPED INADALE NO 2 1968, SET
 CU0865'IN THE TOP OF AN 11-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 CU0865'SURFACE OF THE GROUND.  104 FEET WEST-SOUTHWEST OF THE WEST SIDE OF
 CU0865'U.S. HIGHWAY 84, 48.8 FEET EAST-SOUTHEAST OF TELEPHONE POLE NUMBER
 CU0865'4 AND 6.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK.
 CU0865'
 CU0865'AZIMUTH MARK IS A STANDARD DISK STAMPED INADALE 1968, CEMENTED IN
 CU0865'A DRILLHOLE IN A CULVERT HEADWALL ON THE EAST SIDE OF THE SOUTH
 CU0865'BOUND LANE OF U.S. HIGHWAY 84.  22.5 FEET EAST OF THE APPROXIMATE
 CU0865'CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 84, 2.5 FEET SOUTH
 CU0865'OF A STEEL POST WHICH HAS THREE REFLECTORS ON IT AND 0.9 FEET NORTH
 CU0865'OF THE SOUTH END OF THE CULVERT.
 CU0865
 CU0865                          STATION RECOVERY (1982)
 CU0865
 CU0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CU0865'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1968.
 CU0865'REFERENCE MARKS NO 1 AND NO 2 WERE NOT RECOVERED.
 CU0865
 CU0865                          STATION RECOVERY (1982)
 CU0865
 CU0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0865'18.2 KM (11.6 MI) NW FROM ROSCOE.
 CU0865'18.7 KM (11.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM THE POST
 CU0865'OFFICE IN ROSCOE, 0.1 KM (0.05 MI) NORTHWEST OF THE JUNCTION OF A
 CU0865'GRAVELED ROAD LEADING WEST, 44.5 METERS (146.0 FT) SOUTHWEST OF THE
 CU0865'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 10.6 METERS
 CU0865'(34.8 FT) SOUTHWEST OF THE NEAR RAIL OF THE ROSCOE, SNYDER AND PACIFIC
 CU0865'RAILROAD AND 1.1 METERS (3.6 FT) NORTHEAST OF UTILITY POLE NUMBER 4.
 CU0865'THE MARK IS 0.9 METERS  WNW FROM A WITNESS POST.
 CU0865'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2068 ***********************************************************************
 AN2068  DESIGNATION -  INARI
 AN2068  PID         -  AN2068
 AN2068  STATE/COUNTY-  TX/REFUGIO
 AN2068  USGS QUAD   -  MC FADDIN (1987)
 AN2068
 AN2068                         *CURRENT SURVEY CONTROL
 AN2068  ___________________________________________________________________
 AN2068* NAD 83(1993)-  28 31 20.68842(N)    097 02 28.34686(W)     ADJUSTED  
 AN2068* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 AN2068  ___________________________________________________________________
 AN2068  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AN2068  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN2068
 AN2068  HORZ ORDER  -  THIRD
 AN2068
 AN2068.The horizontal coordinates were established by classical geodetic methods
 AN2068.and adjusted by the National Geodetic Survey in February 1996..
 AN2068
 AN2068.The orthometric height was scaled from a topographic map.
 AN2068
 AN2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2068
 AN2068.The geoid height was determined by GEOID03.
 AN2068
 AN2068;                    North         East     Units Scale Factor Converg.
 AN2068;SPC TXSC     - 4,077,976.463   791,717.251   MT  0.99996299   +0 57 34.7
 AN2068;SPC TXSC     -13,379,161.11  2,597,492.35   sFT  0.99996299   +0 57 34.7
 AN2068;UTM  14      - 3,156,639.907   691,677.077   MT  1.00005344   +0 56 08.2
 AN2068
 AN2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2068!SPC TXSC     -   1.00000101  x   0.99996299  =   0.99996400
 AN2068!UTM  14      -   1.00000101  x   1.00005344  =   1.00005445
 AN2068
 AN2068|---------------------------------------------------------------------|
 AN2068| PID    Reference Object                     Distance      Geod. Az  |
 AN2068|                                                           dddmmss.s |
 AN2068| CV5242 INARI RM 1                           27.619 METERS 17648     |
 AN2068| CV5241 INARI AZ MK                                        2352825.1 |
 AN2068| CV5243 INARI RM 2                           34.622 METERS 26147     |
 AN2068|---------------------------------------------------------------------|
 AN2068
 AN2068                          SUPERSEDED SURVEY CONTROL
 AN2068
 AN2068  NAD 83(1986)-  28 31 20.69729(N)    097 02 28.33023(W) AD(       ) 3
 AN2068  NAD 27      -  28 31 19.69900(N)    097 02 27.36500(W) AD(       ) 3
 AN2068
 AN2068.Superseded values are not recommended for survey control.
 AN2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2068.See file dsdata.txt to determine how the superseded data were derived.
 AN2068
 AN2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS9167756640(NAD 83)
 AN2068_MARKER: DS = TRIANGULATION STATION DISK
 AN2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2068
 AN2068  HISTORY     - Date     Condition        Report By
 AN2068  HISTORY     - 1952     MONUMENTED       CGS
 AN2068  HISTORY     - 1971     GOOD             TXHD
 AN2068
 AN2068                          STATION DESCRIPTION
 AN2068
 AN2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2068'THE STATION IS LOCATED ABOUT 20.35 MILES NORTHEAST OF REFUGIO,
 AN2068'AT THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 113.
 AN2068'
 AN2068'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 AN2068'HIGHWAY 202 NEAR THE NORTHERN CITY LIMITS OF REFUGIO, GO
 AN2068'NORTHEASTERLY ON U.S. HIGHWAY 77 FOR 19.95 MILES TO THE
 AN2068'WESTERN ANGLE OF A TRIANGLE FORMED BY THE JUNCTION OF U.S.
 AN2068'HIGHWAY 77 AND STATE HIGHWAY 113 (THE AZIMUTH MARK IS LOCATED
 AN2068'AT THIS POINT).  CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 77
 AN2068'FOR 0.4 MILE TO THE NORTHEAST ANGLE OF THE JUNCTION TRIANGLE.
 AN2068'TURN SHARP RIGHT ON STATE HIGHWAY 113 AND GO SOUTH FOR 0.05
 AN2068'MILE TO A FENCE CORNER AND THE STATION SITE ON THE RIGHT,
 AN2068'WEST SIDE OF ROAD.
 AN2068'
 AN2068'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.
 AN2068'
 AN2068'THE STATION MARK IS STAMPED INARI 1952, AND IT IS SET 1
 AN2068'INCH BELOW THE GROUND SURFACE.  THE MARK IS LOCATED NEAR THE
 AN2068'NORTHEAST ANGLE OF A TRIANGLE FORMED BY THE JUNCTION OF U.S.
 AN2068'HIGHWAY 77 AND STATE HIGHWAY 113.  53 FEET WEST OF THE CENTER
 AN2068'LINE OF STATE HIGHWAY 113.  15 FEET SOUTH OF A FENCE CORNER.
 AN2068'5 FEET NORTH-NORTHWEST OF A WHITE WITNESS POST.  AND 3 FEET
 AN2068'WEST OF A FENCE LINE.
 AN2068'
 AN2068'REFERENCE MARK NO. 1 IS STAMPED INARI NO 1 1952, AND IT
 AN2068'PROJECTS 4 INCHES.  THE MARK IS LOCATED 50 FEET WEST OF THE
 AN2068'CENTER LINE OF STATE HIGHWAY 113 AND 2 FEET WEST OF A FENCE
 AN2068'LINE.
 AN2068'
 AN2068'REFERENCE MARK NO. 2 IS STAMPED INARI NO 2 1952, AND IT
 AN2068'PROJECTS 6 INCHES.  THE MARK IS LOCATED 55 FEET SOUTHEAST
 AN2068'OF THE CENTER LINE OF U.S. HIGHWAY 77 AND 2 FEET SOUTHEAST
 AN2068'OF A FENCE LINE.
 AN2068'
 AN2068'THE AZIMUTH MARK IS STAMPED INARI 1952, AND IT PROJECTS 6
 AN2068'INCHES.  THE MARK IS LOCATED IN THE WEST ANGLE OF A TRIANGLE
 AN2068'FORMED BY THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 AN2068'113.  0.35 MILE SOUTHWEST OF THE STATION.  34 FEET SOUTH
 AN2068'OF THE CENTER LINE OF U.S. HIGHWAY 77.  26 FEET NORTH OF THE
 AN2068'CENTER LINE OF STATE HIGHWAY 113.  17 FEET EAST OF A
 AN2068'HIGHWAY SIGN.  AND 2 FEET NORTH OF A WHITE WITNESS POST.
 AN2068'
 AN2068'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AN2068
 AN2068                          STATION RECOVERY (1971)
 AN2068
 AN2068'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1971 (CBR)
 AN2068'IT WAS REPORTED BY MR. C.B. ROUSE, SENIOR RESIDENT ENGINEER,
 AN2068'TEXAS HIGHWAY DEPARTMENT, THAT THIS STATION WAS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2776 ***********************************************************************
 CS2776  DESIGNATION -  INDIA
 CS2776  PID         -  CS2776
 CS2776  STATE/COUNTY-  TX/ELLIS
 CS2776  USGS QUAD   -  INDIA (1973)
 CS2776
 CS2776                         *CURRENT SURVEY CONTROL
 CS2776  ___________________________________________________________________
 CS2776* NAD 83(1993)-  32 31 37.14361(N)    096 36 43.45343(W)     ADJUSTED  
 CS2776* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 CS2776  ___________________________________________________________________
 CS2776  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 CS2776  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CS2776
 CS2776  HORZ ORDER  -  FIRST
 CS2776
 CS2776.The horizontal coordinates were established by classical geodetic methods
 CS2776.and adjusted by the National Geodetic Survey in February 1996..
 CS2776
 CS2776.The orthometric height was scaled from a topographic map.
 CS2776
 CS2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2776
 CS2776.The geoid height was determined by GEOID03.
 CS2776
 CS2776;                    North         East     Units Scale Factor Converg.
 CS2776;SPC TXNC     - 2,096,994.786   777,343.755   MT  0.99991426   +1 01 46.8
 CS2776;SPC TXNC     - 6,879,890.39  2,550,335.30   sFT  0.99991426   +1 01 46.8
 CS2776;UTM  14      - 3,601,364.290   724,280.712   MT  1.00022032   +1 17 04.3
 CS2776
 CS2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2776!SPC TXNC     -   0.99998209  x   0.99991426  =   0.99989636
 CS2776!UTM  14      -   0.99998209  x   1.00022032  =   1.00020241
 CS2776
 CS2776:                Primary Azimuth Mark                     Grid Az
 CS2776:SPC TXNC     -  SEAGOVILLE FED CORRECT INST TK           014 29 50.4
 CS2776:UTM  14      -  SEAGOVILLE FED CORRECT INST TK           014 14 32.9
 CS2776
 CS2776|---------------------------------------------------------------------|
 CS2776| PID    Reference Object                     Distance      Geod. Az  |
 CS2776|                                                           dddmmss.s |
 CS2776| CS2771 SEAGOVILLE FED CORRECT INST TK      APPROX.14.5 KM 0153137.2 |
 CS2776| CS2770 SEAGOVILLE MUNICIPAL TANK           APPROX.14.1 KM 0283709.2 |
 CS2776| CX9986 INDIA RM 1                            9.387 METERS 14017     |
 CS2776| CX9987 INDIA RM 2                           34.053 METERS 26502     |
 CS2776| CX9985 INDIA AZ MK                                        2712142.2 |
 CS2776| CS2784 FERRIS MUNICIPAL TANK               APPROX. 5.1 KM 2773617.2 |
 CS2776|---------------------------------------------------------------------|
 CS2776
 CS2776                          SUPERSEDED SURVEY CONTROL
 CS2776
 CS2776  NAD 83(1986)-  32 31 37.15075(N)    096 36 43.43576(W) AD(       ) 1
 CS2776  NAD 27      -  32 31 36.65200(N)    096 36 42.46900(W) AD(       ) 1
 CS2776
 CS2776.Superseded values are not recommended for survey control.
 CS2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2776.See file dsdata.txt to determine how the superseded data were derived.
 CS2776
 CS2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2428101364(NAD 83)
 CS2776_MARKER: DS = TRIANGULATION STATION DISK
 CS2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2776
 CS2776  HISTORY     - Date     Condition        Report By
 CS2776  HISTORY     - 1947     MONUMENTED       CGS
 CS2776  HISTORY     - 1957     GOOD             USGS
 CS2776  HISTORY     - 1960     GOOD             CGS
 CS2776
 CS2776                          STATION DESCRIPTION
 CS2776
 CS2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2776'THE STATION IS ON THE EAST END OF A LOW RIDGE, ABOUT 3 MILES
 CS2776'EAST OF FERRIS, 7.5 MILES NORTH-NORTHEAST OF PALMER, 78
 CS2776'FEET NORTH-NORTHEAST OF THE NORTH SIDE OF A FARM HOUSE, 60
 CS2776'FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD, AND 36 FEET
 CS2776'SOUTHEAST OF THE SOUTHWEST CORNER OF A BARN.  IT IS SET FLUSH
 CS2776'WITH THE GROUND AND IS STAMPED INDIA 1947.
 CS2776'
 CS2776'REFERENCE MARK NO. 1 IS 29 FEET NORTHWEST OF THE CENTER OF
 CS2776'A GRAVELED ROAD AND 15 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 CS2776'OF A HOG LOT.  IT PROJECTS 6 INCHES AND IS STAMPED INDIA
 CS2776'NO. 1 1947.
 CS2776'
 CS2776'REFERENCE MARK NO. 2 IS 24 FEET NORTHWEST OF THE NORTHWEST
 CS2776'SIDE OF A FARM HOUSE.  IT PROJECTS 6 INCHES AND IS STAMPED
 CS2776'INDIA NO. 2 1947.
 CS2776'
 CS2776'AZIMUTH MARK IS 30.3 FEET EAST OF THE CENTER OF A GRAVELED
 CS2776'ROAD AND 2 FEET SOUTH OF A REFERENCE POST.  IT PROJECTS 6
 CS2776'INCHES AND IS STAMPED INDIA 1947.
 CS2776'
 CS2776'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 CS2776'NO. 75 IN FERRIS, GO SOUTH ON NO. 75 FOR 0.2 MILE TO A SIDE
 CS2776'ROAD LEFT, TURN LEFT AND GO 2.35 MILES TO A FORK, TAKE LEFT
 CS2776'FORK AND GO 1.05 MILE TO W.B. EAGLES GROCERY STORE ON THE
 CS2776'LEFT, TAKE LEFT FORK AND GO 0.3 MILE TO THE STATION ON THE
 CS2776'LEFT AS DESCRIBED.
 CS2776'
 CS2776'TO REACH THE AZIMUTH MARK FROM W.B. EAGLES GROCERY STORE,
 CS2776'MENTIONED ABOVE, GO SOUTHWEST ON GRAVELED ROAD FOR 0.25 MILE
 CS2776'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CS2776'
 CS2776'AN 87 FOOT SIGNAL AT SEAGO IS VISIBLE AT 4 FEET.
 CS2776'
 CS2776'AN 87 FOOT SIGNAL AT TEN IS VISIBLE AT 37 FEET.
 CS2776'
 CS2776'A 100 FOOT SIGNAL AT WARSAW IS VISIBLE AT 4 FEET.
 CS2776'
 CS2776'A 74 FOOT SIGNAL AT BRISTOL IS VISIBLE AT 4 FEET.
 CS2776'
 CS2776'A 74 FOOT SIGNAL AT TRUMBULL IS VISIBLE AT 4 FEET.
 CS2776'
 CS2776'A 74 FOOT SIGNAL AT FERRIS IS VISIBLE AT 37 FEET.
 CS2776'
 CS2776'A 74 FOOT SIGNAL AT NEWTON IS VISIBLE AT 4 FEET.
 CS2776'
 CS2776'AN 87 FOOT SIGNAL AT RYLIE IS VISIBLE AT 4 FEET.
 CS2776'
 CS2776'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2776
 CS2776                          STATION RECOVERY (1957)
 CS2776
 CS2776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CS2776'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 CS2776'
 CS2776'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND.
 CS2776
 CS2776                          STATION RECOVERY (1960)
 CS2776
 CS2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2776'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS2776'
 CS2776'REFERENCE MARKS HAVE BEEN DESTROYED BY CONSTRUCTION.
 CS2776'
 CS2776'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0454 ***********************************************************************
 CA0454  DESIGNATION -  INDIAN
 CA0454  PID         -  CA0454
 CA0454  STATE/COUNTY-  TX/BROWN
 CA0454  USGS QUAD   -  THRIFTY (1977)
 CA0454
 CA0454                         *CURRENT SURVEY CONTROL
 CA0454  ___________________________________________________________________
 CA0454* NAD 83(1993)-  31 50 36.75869(N)    099 09 41.63072(W)     ADJUSTED  
 CA0454* NAVD 88     -       490.273  (meters)    1608.50   (feet)  ADJUSTED  
 CA0454  ___________________________________________________________________
 CA0454  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 CA0454  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CA0454  DYNAMIC HT  -         489.634 (meters)    1606.41  (feet)  COMP
 CA0454  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 CA0454
 CA0454  HORZ ORDER  -  SECOND
 CA0454  VERT ORDER  -  SECOND    CLASS 0
 CA0454
 CA0454.The horizontal coordinates were established by classical geodetic methods
 CA0454.and adjusted by the National Geodetic Survey in February 1996..
 CA0454
 CA0454.The orthometric height was determined by differential leveling
 CA0454.and adjusted by the National Geodetic Survey in June 1991..
 CA0454
 CA0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0454
 CA0454.The geoid height was determined by GEOID03.
 CA0454
 CA0454.The dynamic height is computed by dividing the NAVD 88
 CA0454.geopotential number by the normal gravity value computed on the
 CA0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0454.degrees latitude (g = 980.6199 gals.).
 CA0454
 CA0454.The modeled gravity was interpolated from observed gravity values.
 CA0454
 CA0454;                    North         East     Units Scale Factor Converg.
 CA0454;SPC TX C     - 3,241,912.453   810,908.553   MT  0.99998955   +0 36 12.7
 CA0454;SPC TX C     -10,636,174.44  2,660,455.81   sFT  0.99998955   +0 36 12.7
 CA0454;UTM  14      - 3,523,105.320   484,713.542   MT  0.99960288   -0 05 06.9
 CA0454
 CA0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0454!SPC TX C     -   0.99992713  x   0.99998955  =   0.99991668
 CA0454!UTM  14      -   0.99992713  x   0.99960288  =   0.99953004
 CA0454
 CA0454:                Primary Azimuth Mark                     Grid Az
 CA0454:SPC TX C     -  M 382                                    004 21 41.2
 CA0454:UTM  14      -  M 382                                    005 03 00.8
 CA0454
 CA0454|---------------------------------------------------------------------|
 CA0454| PID    Reference Object                     Distance      Geod. Az  |
 CA0454|                                                           dddmmss.s |
 CA0454| CA0456 M 382                                              0045753.9 |
 CA0454| CV5245 INDIAN RM 1                          14.038 METERS 02633     |
 CA0454| CV5246 INDIAN RM 2                          11.884 METERS 28705     |
 CA0454|---------------------------------------------------------------------|
 CA0454
 CA0454                          SUPERSEDED SURVEY CONTROL
 CA0454
 CA0454  NAD 83(1986)-  31 50 36.76761(N)    099 09 41.61709(W) AD(       ) 2
 CA0454  NAD 27      -  31 50 36.23300(N)    099 09 40.41100(W) AD(       ) 2
 CA0454  NGVD 29 (??/??/92)  490.166  (m)         1608.15   (f) ADJ UNCH    2 0
 CA0454
 CA0454.Superseded values are not recommended for survey control.
 CA0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0454.See file dsdata.txt to determine how the superseded data were derived.
 CA0454
 CA0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA8471423105(NAD 83)
 CA0454_MARKER: DS = TRIANGULATION STATION DISK
 CA0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0454_SP_SET: BELL SHAPED TILE
 CA0454_STAMPING: INDIAN 1944
 CA0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0454
 CA0454  HISTORY     - Date     Condition        Report By
 CA0454  HISTORY     - 1944     MONUMENTED       CGS
 CA0454  HISTORY     - 1944     GOOD             CGS
 CA0454
 CA0454                          STATION DESCRIPTION
 CA0454
 CA0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA0454'STATION IS LOCATED ABOUT 14.0 MILES NW OF BROWNWOOD, 9.0
 CA0454'MILES NNW OF BANGS, AND ABOUT 3.0 MILES NW OF THRIFTY, ON THE
 CA0454'EXTREME END OF A PROMINENT HILL LOCALLY KNOWN AS INDIAN HILL.
 CA0454'IT IS ON LAND OWNED AND OCCUPIED BY E.C. ROBINSON, ABOUT
 CA0454'0.2 MILE NE OF THE ROBINSON RANCH HOUSE, AND 25 FEET W OF THE
 CA0454'E EDGE OF THE HILL.
 CA0454'
 CA0454'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF AN
 CA0454'8-INCH BELL-SHAPED TILE WHICH PROJECTS ABOUT 8 INCHES.  IT
 CA0454'IS STAMPED INDIAN 1944.
 CA0454'
 CA0454'REFERENCE MARK 1 IS N OF THE STATION.  IT IS A BRONZE REFERENCE
 CA0454'DISK SET IN THE TOP OF AN 8-INCH BELL-SHAPED TILE WHICH PROJECTS
 CA0454'ABOUT 8 INCHES.  IT IS STAMPED INDIAN NO 1 1944.
 CA0454'
 CA0454'REFERENCE MARK 2 IS WSW OF THE STATION.  IT IS A BRONZE
 CA0454'REFERENCE DISK SET IN THE TOP OF AN 8-INCH BELL-SHAPED TILE
 CA0454'WHICH PROJECTS ABOUT 8 INCHES.  IT IS STAMPED INDIAN NO 2 1944.
 CA0454'
 CA0454'AZIMUTH MARK IS ABOUT 1.0 MILE NE OF THE STATION, 50 FEET
 CA0454'E OF THE T-ROAD INTERSECTION, 5 FEET S OF A 4- BY 4-INCH
 CA0454'WHITE PAINTED POST, AND 1 FOOT W OF FENCE LINE.  IT IS AN
 CA0454'IRON BENCH-MARK DISK SET IN AN 8- BY 8-INCH PRECAST CONCRETE
 CA0454'POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS STAMPED M 382 1943.
 CA0454'TO REACH FROM THE STATION, GO BACK TO THE MAIN GRADED DIRT
 CA0454'ROAD, TURN RIGHT AND GO 0.95 MILE TO A T-ROAD RIGHT, TURN
 CA0454'RIGHT AND GO 0.55 MILE, TURN LEFT AND GO 0.5 MILE TO THE
 CA0454'MARK ON THE RIGHT IN THE NE ANGLE OF THE T-ROAD INTERSECTION.
 CA0454'
 CA0454'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CA0454'AND 283 IN THE N EDGE OF BROWNWOOD, GO W ON U.S. HIGHWAY
 CA0454'67 FOR 0.75 MILE TO THE JUNCTION WITH STATE HIGHWAY 279 RIGHT.
 CA0454'TURN RIGHT AND GO NE ON HIGHWAY 279 FOR 14.55 MILES TO WHERE
 CA0454'HIGHWAY 279 TURNS RIGHT AND A GRADED DIRT ROAD CONTINUES STRAIGHT
 CA0454'AHEAD.  CONTINUE STRAIGHT AHEAD ON GRADED DIRT ROAD FOR 0.85
 CA0454'MILE TO A GRADED DIRT ROAD LEFT.  TURN LEFT AND FOLLOW GRADED
 CA0454'DIRT ROAD W FOR 1.9 MILES TO BYRDS STORE IN GROSVENOR.
 CA0454'CONTINUE W ON GRADED DIRT ROAD FOR 0.5 MILE TO A T-ROAD LEFT,
 CA0454'TURN LEFT AND GO S FOR 1.35 MILES TO A T-ROAD LEFT
 CA0454'(AZIMUTH MARK IN THE NE ANGLE).  CONTINUE STRAIGHT AHEAD
 CA0454'FOR 0.5 MILE, TURN RIGHT AND GO 0.55 MILE TO A
 CA0454'T-INTERSECTION, TURN LEFT AND GO S FOR 0.95 MILE TO A TRACK
 CA0454'ROAD LEFT THROUGH A GATE OPPOSITE A FARMHOUSE ON THE RIGHT.
 CA0454'TURN LEFT THROUGH GATE AND GO NE FOR 0.2 MILE TO THE
 CA0454'ROBINSON RANCH HOUSE, PASS THROUGH GATE JUST N OF THE
 CA0454'ROBINSON HOUSE AND CONTINUE E ON RANCH ROAD FOR 0.2 MILE
 CA0454'TO THE END OF TRUCK TRAVEL AT THE SE BASE OF THE HILL.  FROM
 CA0454'THIS POINT PACK N TO THE TOP OF THE HILL AND STATION.  ABOUT A
 CA0454'5-MINUTE PACK.
 CA0454'
 CA0454'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 CA0454'
 CA0454'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CA0454
 CA0454                          STATION RECOVERY (1944)
 CA0454
 CA0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 CA0454'2.9 MI S FROM GROSVENOR.
 CA0454'2.8 MILES SOUTH ALONG A COUNTY GRADED ROAD FROM THE GRAMMAR SCHOOL AT
 CA0454'GROSVENOR, THENCE LEFT ON FARM ROAD 0.3 MILE TO HOUSE, THENCE LEFT 0.2
 CA0454'MILE TO SECOND HOUSE, LEAVE ROAD AND GO 0.2 MILE SOUTHEAST TO EAST END
 CA0454'OF PROMINENT HILL LOCALLY KNOWN AS INDIAN HILL.  STATION IS 25 FEET
 CA0454'WEST OF THE EAST END OF THE HILL.  A STANDARD TRIANGULATION STATION
 CA0454'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0736 ***********************************************************************
 BN0736  DESIGNATION -  INDIAN
 BN0736  PID         -  BN0736
 BN0736  STATE/COUNTY-  TX/GILLESPIE
 BN0736  USGS QUAD   -  HARPER EAST (1967)
 BN0736
 BN0736                         *CURRENT SURVEY CONTROL
 BN0736  ___________________________________________________________________
 BN0736* NAD 83(1993)-  30 15 33.25231(N)    099 14 34.93692(W)     ADJUSTED  
 BN0736* NAVD 88     -       649.     (meters)    2129.     (feet)  SCALED    
 BN0736  ___________________________________________________________________
 BN0736  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BN0736  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 BN0736
 BN0736  HORZ ORDER  -  SECOND
 BN0736
 BN0736.The horizontal coordinates were established by classical geodetic methods
 BN0736.and adjusted by the National Geodetic Survey in February 1996..
 BN0736
 BN0736.The orthometric height was scaled from a topographic map.
 BN0736
 BN0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0736
 BN0736.The geoid height was determined by GEOID03.
 BN0736
 BN0736;                    North         East     Units Scale Factor Converg.
 BN0736;SPC TX C     - 3,066,204.859   804,918.688   MT  0.99996500   +0 33 41.6
 BN0736;SPC TX C     -10,059,707.11  2,640,804.06   sFT  0.99996500   +0 33 41.6
 BN0736;SPC TXSC     - 4,268,889.773   576,611.530   MT  0.99999313   -0 07 08.6
 BN0736;SPC TXSC     -14,005,515.86  1,891,766.33   sFT  0.99999313   -0 07 08.6
 BN0736;UTM  14      - 3,347,536.439   476,620.673   MT  0.99960674   -0 07 20.9
 BN0736
 BN0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0736!SPC TX C     -   0.99990147  x   0.99996500  =   0.99986648
 BN0736!SPC TXSC     -   0.99990147  x   0.99999313  =   0.99989461
 BN0736!UTM  14      -   0.99990147  x   0.99960674  =   0.99950825
 BN0736
 BN0736                          SUPERSEDED SURVEY CONTROL
 BN0736
 BN0736  NAD 83(1986)-  30 15 33.26073(N)    099 14 34.92402(W) AD(       ) 2
 BN0736  NAD 27      -  30 15 32.54300(N)    099 14 33.75600(W) AD(       ) 2
 BN0736
 BN0736.Superseded values are not recommended for survey control.
 BN0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0736.See file dsdata.txt to determine how the superseded data were derived.
 BN0736
 BN0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU7662147536(NAD 83)
 BN0736_MARKER: DS = TRIANGULATION STATION DISK
 BN0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0736
 BN0736  HISTORY     - Date     Condition        Report By
 BN0736  HISTORY     - 1944     MONUMENTED       CGS
 BN0736  HISTORY     - 1967     MARK NOT FOUND   CGS
 BN0736  HISTORY     - 1969     MARK NOT FOUND   CGS
 BN0736  HISTORY     - 19930812 MARK NOT FOUND   USPSQD
 BN0736
 BN0736                          STATION DESCRIPTION
 BN0736
 BN0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0736'STATION IS LOCATED ON THE W SIDE OF THE KERRVILLE-HARPER HIGHWAY,
 BN0736'3 MILES S OF HARPER, ON THE SUMMIT OF THE DIVIDE BETWEEN THE
 BN0736'HEADWATERS OF THE PEDERNALES RIVER AND INDIAN CREEK.  IT
 BN0736'IS 42 FEET W OF THE CENTER LINE OF HARPER-KERRVILLE HIGHWAY,
 BN0736'9 FEET W OF WIRE FENCE, AND 6 FEET E OF A WHITE WOODEN WITNESS
 BN0736'POST.
 BN0736'
 BN0736'STATION MARK IS A BRONZE STATION DISK SET IN AN 8-INCH SQUARE
 BN0736'CONCRETE POST PROJECTING ABOUT 2 INCHES.  IT IS STAMPED INDIAN
 BN0736'1944.
 BN0736'
 BN0736'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN AN 8-INCH
 BN0736'SQUARE CONCRETE POST PROJECTING ABOUT 5 INCHES.  IT IS 2
 BN0736'FEET LOWER THAN THE STATION AND IS STAMPED INDIAN NO 1 1944.
 BN0736'IT IS 2 FEET E OF A WIRE FENCE AND TELEPHONE LINE AND 32 FEET
 BN0736'E OF THE CENTER LINE OF THE HARPER-KERRVILLE HIGHWAY.
 BN0736'
 BN0736'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 10-INCH
 BN0736'SQUARE CONCRETE POST PROJECTING ABOUT 5 INCHES.  IT IS 1-1/2
 BN0736'FEET LOWER THAN THE STATION AND IS STAMPED INDIAN NO 2 1944.
 BN0736'IT IS 4 FEET W OF WIRE FENCE AND 37 FEET W OF THE CENTER
 BN0736'LINE OF THE HARPER-KERRVILLE HIGHWAY.
 BN0736'
 BN0736'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 12-INCH ROUND
 BN0736'CONCRETE POST PROJECTING ABOUT 3 INCHES.  IT IS STAMPED INDIAN
 BN0736'1944.  IT IS 30 FEET E OF THE CENTER LINE OF THE ABOVE-MENTIONED
 BN0736'HIGHWAY AND 6 INCHES W OF WIRE FENCE.
 BN0736'
 BN0736'TO REACH STATION FROM HARPER, GO E FROM THE POST OFFICE
 BN0736'ON U.S. HIGHWAY 290 FOR 0.1 MILE TO THE E END OF A CONCRETE
 BN0736'BRIDGE.  TURN RIGHT ONTO THE DIRT KERRVILLE ROAD, AND
 BN0736'PROCEED S 3.0 MILES TO TOP OF RIDGE AND STATION ON RIGHT.
 BN0736'
 BN0736'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 BN0736
 BN0736                          STATION RECOVERY (1967)
 BN0736
 BN0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLP)
 BN0736'STATION NOT FOUND.
 BN0736'
 BN0736'AREA AROUND SITE HAS BEEN CUT DOWN AND HIGHWAY HAS BEEN
 BN0736'WIDENED.  NEITHER STATION MARK OR REFERENCE MARK FOUND.
 BN0736'
 BN0736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 BN0736'SOUTH OF HARPER.
 BN0736
 BN0736                          STATION RECOVERY (1969)
 BN0736
 BN0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BN0736'SEVERAL HOURS WERE SPENT LOOKING FOR THIS STATION BUT NOTHING
 BN0736'WAS FOUND.  IN THE VICINITY OF THE AZIMUTH MARK A CHUNK
 BN0736'OF CONCRETE WITH A TOWER BOLT IN IT WAS FOUND AND THE ROAD
 BN0736'HAS BEEN WIDENED.  A BLOCK OF CONCRETE WAS FOUND IN THE
 BN0736'DITCH NEAR WHERE THE STATION OR REFERENCE MARK 2 WOULD BE
 BN0736'BUT NOTHING ELSE.  THE AREA DESCRIBED AS THE SITE OF REFERENCE
 BN0736'MARK 1 HAS BEEN GRADED DOWN AND THE ROAD IN THE VICINITY
 BN0736'WIDENED.  THE STATION AND ALL MARKS ARE ASSUMED DESTROYED.
 BN0736'
 BN0736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH
 BN0736'OF HARPER
 BN0736
 BN0736                          STATION RECOVERY (1993)
 BN0736
 BN0736'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0985 ***********************************************************************
 CA0985  DESIGNATION -  INDIAN
 CA0985  PID         -  CA0985
 CA0985  STATE/COUNTY-  TX/HAMILTON
 CA0985  USGS QUAD   -  INDIAN GAP (1979)
 CA0985
 CA0985                         *CURRENT SURVEY CONTROL
 CA0985  ___________________________________________________________________
 CA0985* NAD 83(1993)-  31 38 47.23069(N)    098 25 06.11926(W)     ADJUSTED  
 CA0985* NAVD 88     -       506.1    (meters)    1660.     (feet)  VERTCON   
 CA0985  ___________________________________________________________________
 CA0985  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 CA0985  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CA0985
 CA0985  HORZ ORDER  -  SECOND
 CA0985
 CA0985.The horizontal coordinates were established by classical geodetic methods
 CA0985.and adjusted by the National Geodetic Survey in February 1996..
 CA0985
 CA0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA0985
 CA0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0985
 CA0985.The geoid height was determined by GEOID03.
 CA0985
 CA0985;                    North         East     Units Scale Factor Converg.
 CA0985;SPC TX C     - 3,221,038.444   881,623.159   MT  0.99994495   +0 59 10.8
 CA0985;SPC TX C     -10,567,690.30  2,892,458.65   sFT  0.99994495   +0 59 10.8
 CA0985;UTM  14      - 3,501,395.633   555,148.587   MT  0.99963751   +0 18 18.6
 CA0985
 CA0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0985!SPC TX C     -   0.99992465  x   0.99994495  =   0.99986960
 CA0985!UTM  14      -   0.99992465  x   0.99963751  =   0.99956218
 CA0985
 CA0985                          SUPERSEDED SURVEY CONTROL
 CA0985
 CA0985  NAD 83(1986)-  31 38 47.24027(N)    098 25 06.10162(W) AD(       ) 2
 CA0985  NAD 27      -  31 38 46.68303(N)    098 25 04.95950(W) AD(       ) 2
 CA0985  NGVD 29 (03/17/97)  506.0    (m)         1660.     (f) VERT ANG       
 CA0985
 CA0985.Superseded values are not recommended for survey control.
 CA0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0985.See file dsdata.txt to determine how the superseded data were derived.
 CA0985
 CA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA5514901396(NAD 83)
 CA0985_MARKER: DS = TRIANGULATION STATION DISK
 CA0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0985+STABILITY: SURFACE MOTION
 CA0985
 CA0985  HISTORY     - Date     Condition        Report By
 CA0985  HISTORY     - 1955     MONUMENTED       USGS
 CA0985
 CA0985                          STATION DESCRIPTION
 CA0985
 CA0985'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0985'STATION IS LOCATED ABOUT 1.5 MI. (AIRLINE) S. OF INDIAN GAP AND ABOUT
 CA0985'6.0 MI. SW. OF POTTSVILLE ON TOP OF A BRUSH COVERED N-S. RIDGE, 140
 CA0985'FT. N. OF AN E-W. FENCE LINE.
 CA0985'TO REACH FROM THE POST OFFICE IN INDIAN GAP, GO E. ON FARM ROAD 218
 CA0985'FOR 0.2 MI. TO DIRT RD. E., GO RIGHT (E.) ON DIRT RD. FOR 0.15 MI. TO
 CA0985'T-RD. S., TURN RIGHT (S.) AND GO 1.25 MI. TO RD. FORK, TAKE RIGHT FORK
 CA0985'S. AND GO 0.1 MI. TO WIRE GATE ON RIGHT IN SE. FENCE CORNER, TURN
 CA0985'RIGHT (W.) (PASS THROUGH GATE) AND GO ACROSS COUNTRY UP N. SIDE OF
 CA0985'FENCE LINE FOR 0.3 MI. TO STATION SITE.
 CA0985'STATION MARK--A STANDARD TABLET STAMPED---INDIAN 1955---, SET IN THE
 CA0985'TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 CA0985'REFERENCE MARK NO. 1--A COPPERWELD ROD STAMPED---RM 1---, PROJECTING
 CA0985'ABOUT 0.4 FT. ABOVE GROUND IN FENCE LINE, 159.35 FT. FROM STATION MARK
 CA0985'OF 342 DEGREES 23 MINUTES, NW.
 CA0985'REFERENCE MARK NO. 2--A COPPERWELD ROD STAMPED---RM 2---, PROJECTING
 CA0985'ABOUT 0.4 FT. ABOVE GROUND IN FENCE LINE, 234.35 FT. FROM STATION MARK
 CA0985'75 DEGREES 26 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1052 ***********************************************************************
 CT1052  DESIGNATION -  INDIAN
 CT1052  PID         -  CT1052
 CT1052  STATE/COUNTY-  TX/STEPHENS
 CT1052  USGS QUAD   -  INDIAN KNOLL (1965)
 CT1052
 CT1052                         *CURRENT SURVEY CONTROL
 CT1052  ___________________________________________________________________
 CT1052* NAD 83(1993)-  32 33 36.42558(N)    099 05 13.10277(W)     ADJUSTED  
 CT1052* NAVD 88     -       402.     (meters)    1319.     (feet)  VERTCON   
 CT1052  ___________________________________________________________________
 CT1052  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CT1052  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CT1052
 CT1052  HORZ ORDER  -  FIRST
 CT1052
 CT1052.The horizontal coordinates were established by classical geodetic methods
 CT1052.and adjusted by the National Geodetic Survey in February 1996..
 CT1052
 CT1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1052
 CT1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1052
 CT1052.The geoid height was determined by GEOID03.
 CT1052
 CT1052;                    North         East     Units Scale Factor Converg.
 CT1052;SPC TXNC     - 2,099,229.304   544,880.201   MT  0.99990917   -0 19 12.5
 CT1052;SPC TXNC     - 6,887,221.47  1,787,661.13   sFT  0.99990917   -0 19 12.5
 CT1052;UTM  14      - 3,602,526.659   491,835.268   MT  0.99960082   -0 02 48.5
 CT1052
 CT1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1052!SPC TXNC     -   0.99994139  x   0.99990917  =   0.99985057
 CT1052!UTM  14      -   0.99994139  x   0.99960082  =   0.99954224
 CT1052
 CT1052|---------------------------------------------------------------------|
 CT1052| PID    Reference Object                     Distance      Geod. Az  |
 CT1052|                                                           dddmmss.s |
 CT1052| CX8366 INDIAN RM 1                          22.195 METERS 08902     |
 CT1052| CX8365 INDIAN AZ MK                                       1212209.3 |
 CT1052| CX8367 INDIAN RM 2                          33.310 METERS 19358     |
 CT1052| CT1064 PUTNAM WATER TANK                   APPROX.23.4 KM 2072219.4 |
 CT1052| CT1053 MORAN MUNICIPAL TANK                APPROX. 8.0 KM 2593323.6 |
 CT1052|---------------------------------------------------------------------|
 CT1052
 CT1052                          SUPERSEDED SURVEY CONTROL
 CT1052
 CT1052  NAD 83(1986)-  32 33 36.43035(N)    099 05 13.09209(W) AD(       ) 1
 CT1052  NAD 27      -  32 33 35.98200(N)    099 05 11.83400(W) AD(       ) 1
 CT1052  NGVD 29 (07/19/86)  402.     (m)         1319.     (f) VERT ANG       
 CT1052
 CT1052.Superseded values are not recommended for survey control.
 CT1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1052.See file dsdata.txt to determine how the superseded data were derived.
 CT1052
 CT1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB9183502527(NAD 83)
 CT1052_MARKER: DS = TRIANGULATION STATION DISK
 CT1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1052
 CT1052  HISTORY     - Date     Condition        Report By
 CT1052  HISTORY     - 1935     MONUMENTED       CGS
 CT1052  HISTORY     - 1937     GOOD             TXHD
 CT1052  HISTORY     - 1957     GOOD             CGS
 CT1052  HISTORY     - 1968     GOOD             CGS
 CT1052
 CT1052                          STATION DESCRIPTION
 CT1052
 CT1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CT1052'STATION IS ON LAND OF MR. WILL ANDREWS, IN SECTION 39, 17 MILES
 CT1052'SE OF ALBANY, 4.5 MILES ENE OF MORAN, AND 1/2 MILE E OF THE
 CT1052'SHACKELFORD-STEPHENS COUNTY LINE.  MARK IS SET ON SPINE, ON
 CT1052'S AND HIGHER OF 2 KNOLLS, KNOWN AS INDIAN KNOLLS, 2 FEET N OF
 CT1052'EW FENCE LINE WHICH CROSSES TOP OF THIS S KNOLL.
 CT1052'
 CT1052'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 CT1052'DISKS SET IN CONCRETE.
 CT1052'
 CT1052'REFERENCE MARK NO. 1 IS IN EW FENCE LINE OF E SLOPE OF KNOLL.
 CT1052'
 CT1052'REFERENCE MARK NO. 2 IS ON SPINE OF KNOLL, S OF STATION.
 CT1052'
 CT1052'AZIMUTH MARK IS SE OF STATION.  REACHED FROM GATE AT BOTTOM,
 CT1052'E SIDE OF HILL BY GOING S ALONG NS FENCE FOR 0.3 MILE TO FENCE
 CT1052'CORNER, THENCE E ALONG FENCE 0.3 MILE TO GATE.  MARK IS SET AT
 CT1052'W SIDE OF GATE IN FENCE LINE.  ALL MARKS PROJECTS ABOUT 6 INCHES.
 CT1052'
 CT1052'REACHED FROM RAILROAD STATION IN MORAN, GO E ACROSS TRACKS,
 CT1052'THEN N 1 BLOCK TO MAIN ROAD E, GO E 0.2 MILE, THENCE N 0.7 MILE
 CT1052'THENCE STRAIGHT E 2.55 MILES, TURN LEFT N AND GO 1 MILE THENCE E
 CT1052'ON T-ROAD AT SCHOOL FOR 0.6 MILE, THEN TURN LEFT N AND FOLLOW
 CT1052'MAIN ROAD N AND E FOR 1.95 MILES OR 1.35 MILES AFTER CROSSING
 CT1052'GIRDER BRIDGE TO LANE S, GO S FOR 0.3 MILE AND PASS THROUGH
 CT1052'GATE TO W.W. MOORES HOUSE AND CONTINUE S ON MAIN PRAIRIE ROAD
 CT1052'0.75 MILE OR FOR 0.2 MILE AFTER PASSING HOUSE ON RIGHT.  PASS
 CT1052'THROUGH GATE AND TAKE MAIN LEFT FORK 0.05 MILE, THENCE TAKE
 CT1052'MAIN RIGHT FORK FOR 0.15 MILE THEN SHARP RIGHT AND FOLLOW DIM
 CT1052'ROAD W FOR 0.1 MILE THEN S ON DIM ROAD FOR 0.4 MILE TO FENCE
 CT1052'AND GATE, STATION IS 100 YARDS TO W ON TOP OF KNOLL WHERE
 CT1052'FENCE CROSSES HILL.
 CT1052'
 CT1052'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CT1052
 CT1052                          STATION RECOVERY (1937)
 CT1052
 CT1052'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CT1052'DESCRIPTION AS GIVEN BY C.I.A., IN 1935 IS GOOD.  SURFACE MARK
 CT1052'IS IN GOOD CONDITION.
 CT1052
 CT1052                          STATION RECOVERY (1957)
 CT1052
 CT1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1052'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT1052'CONDITION.  PART OF THE CONCRETE POST OF R.M. NO. 2 WAS BROKEN
 CT1052'OFF BUT THE DISK WAS SOLID.
 CT1052'
 CT1052'DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION TO REACH FOLLOWS--
 CT1052'
 CT1052'TO REACH FROM MORAN, FROM THE MORAN NATIONAL BANK, GO SOUTH
 CT1052'ON OLD U.S. HIGHWAY 380 FOR 0.15 MILE TO CROSS-STREETS, TURN
 CT1052'LEFT AND GO EAST (CROSSING NEW HIGHWAY) FOR 0.25 MILE TO FORKS,
 CT1052'CONTINUE EAST ON LEFT FORK FOR 1.35 MILES TO END OF HARD
 CT1052'SURFACED ROAD, CONTINUE EAST, NORTH AND EAST ON MAIN ROAD FOR
 CT1052'3.85 MILES TO A T-ROAD LEFT AT TOP OF A HILL, TURN LEFT ACROSS
 CT1052'CATTLE GUARD AND GO NORTH FOR 0.35 MILE TO DIM CROSSROADS
 CT1052'(THE AZIMUTH MARK IS AT A WIRE GATE ABOUT 75 YARDS TO THE
 CT1052'NORTHWEST), TURN LEFT AND GO WEST ON DIM TRACK ROAD FOR 0.15
 CT1052'MILE, TURN RIGHT OFF ROAD AND PICK ROAD AROUND FENCE CORNER
 CT1052'AND GO NORTHERLY FOR 0.15 MILE TO A WIRE GATE IN EAST-WEST
 CT1052'FENCE LINE AT EAST BASE OF KNOLL, PACK WEST UP FENCE LINE
 CT1052'FOR ABOUT 100 YARDS TO STATION.
 CT1052
 CT1052                          STATION RECOVERY (1968)
 CT1052
 CT1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (KH)
 CT1052'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 CT1052'IN GOOD CONDITION.
 CT1052'
 CT1052'DESCRIPTION SHOULD READ--AFTER CROSSING HIGHWAY 380, CONTINUE
 CT1052'ON FM 2408 ON A PAVED ROAD FOR 5 MILES AFTER GOING PAST TWO
 CT1052'OIL TANKS ON THE LEFT SIDE OF THE ROAD, TURN LEFT AND GO THROUGH
 CT1052'A CATTLEGUARD.  DESCRIPTION IS GOOD FROM THIS POINT ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0802 ***********************************************************************
 EN0802  DESIGNATION -  INDIAN
 EN0802  PID         -  EN0802
 EN0802  STATE/COUNTY-  TX/BRISCOE
 EN0802  USGS QUAD   -  INDIAN PEAK (1985)
 EN0802
 EN0802                         *CURRENT SURVEY CONTROL
 EN0802  ___________________________________________________________________
 EN0802* NAD 83(1993)-  34 32 09.10391(N)    101 10 05.04757(W)     ADJUSTED  
 EN0802* NAVD 88     -       978.     (meters)    3209.     (feet)  SCALED    
 EN0802  ___________________________________________________________________
 EN0802  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 EN0802  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 EN0802
 EN0802  HORZ ORDER  -  FIRST
 EN0802
 EN0802.The horizontal coordinates were established by classical geodetic methods
 EN0802.and adjusted by the National Geodetic Survey in February 1996..
 EN0802
 EN0802.The orthometric height was scaled from a topographic map.
 EN0802
 EN0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0802
 EN0802.The geoid height was determined by GEOID03.
 EN0802
 EN0802;                    North         East     Units Scale Factor Converg.
 EN0802;SPC TX N     - 1,059,499.646   230,472.306   MT  1.00002841   +0 11 32.5
 EN0802;SPC TX N     - 3,476,041.76    756,141.22   sFT  1.00002841   +0 11 32.5
 EN0802;UTM  14      - 3,823,708.676   301,032.419   MT  1.00008798   -1 13 46.3
 EN0802
 EN0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0802!SPC TX N     -   0.99985075  x   1.00002841  =   0.99987915
 EN0802!UTM  14      -   0.99985075  x   1.00008798  =   0.99993871
 EN0802
 EN0802|---------------------------------------------------------------------|
 EN0802| PID    Reference Object                     Distance      Geod. Az  |
 EN0802|                                                           dddmmss.s |
 EN0802| CJ7546 INDIAN RM 1                          22.635 METERS 16347     |
 EN0802| CJ7547 INDIAN RM 2                          24.109 METERS 25311     |
 EN0802| EN0808 SILVERTON NESA INC MICRO MST        APPROX.11.5 KM 2794323.5 |
 EN0802| EN0980 4 RDS                               405.701 METERS 3441012.0 |
 EN0802|---------------------------------------------------------------------|
 EN0802
 EN0802                          SUPERSEDED SURVEY CONTROL
 EN0802
 EN0802  NAD 83(1993)-  34 32 09.10587(N)    101 10 05.04443(W) AD(       ) 1
 EN0802  NAD 83(1986)-  34 32 09.10903(N)    101 10 05.04161(W) AD(       ) 1
 EN0802  NAD 27      -  34 32 08.88437(N)    101 10 03.48542(W) AD(       ) 1
 EN0802
 EN0802.Superseded values are not recommended for survey control.
 EN0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0802.See file dsdata.txt to determine how the superseded data were derived.
 EN0802
 EN0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD0103223709(NAD 83)
 EN0802_MARKER: DS = TRIANGULATION STATION DISK
 EN0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0802
 EN0802  HISTORY     - Date     Condition        Report By
 EN0802  HISTORY     - 1964     MONUMENTED       CGS
 EN0802
 EN0802                          STATION DESCRIPTION
 EN0802
 EN0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0802'THE STATION IS LOCATED ABOUT 19 MILES NORTHWEST OF TURKEY, 13 MILES
 EN0802'NORTH NORTHWEST OF QUITAQUE, 9-1/2 MILES NORTHEAST OF SILVERTON,
 EN0802'ON THE SOUTH RIM OF THE PALO DURO CANYON, ON LAND LOCALLY KNOWN AS
 EN0802'THE INDIAN CREEK RANCH AND OWNED BY MR. LELAND WOOD OF CLAUDE.
 EN0802'
 EN0802'TO REACH THE STATION FROM THE BRISCO COUNTY COURTHOUSE IN SILVERTON,
 EN0802'GO EAST ON STATE HIGHWAY 86 FOR 2.9 MILES TO THE JUNCTION OF STATE
 EN0802'HIGHWAY 86 AND 256.  TAKE THE LEFT FORK AND CONTINUE EASTERLY ON
 EN0802'STATE HIGHWAY 256 FOR 3.7 MILES TO A BLADED CROSSROAD.  TURN LEFT,
 EN0802'NORTH, AND GO 1.0 MILE TO A CROSSROAD AND A CATTLE GUARD.  PASS
 EN0802'OVER THE CATTLE GUARD AND GO NORTH AND NORTHEASTERLY FOR 0.7
 EN0802'MILE TO THE EASTERLY ONE OF TWO HOUSES.  PASS TO THE WEST AND
 EN0802'NORTH OF THE HOUSE AND GO EAST ON A TRACK ROAD FOR 0.25 MILE TO A
 EN0802'GATE AND FORK.  PASS THROUGH THE GATE AND TAKE THE RIGHT FORK AND
 EN0802'FOLLOW THE MAIN ROAD NORTHERLY FOR 0.8 MILE TO A GATE, A
 EN0802'WINDMILL ON THE LEFT, AND A FORK.  PASS THROUGH THE GATE AND
 EN0802'TAKE THE LEFT FORK 2.3 MILES TO A GATE.  PASS THROUGH THE GATE
 EN0802'AND CONTINUE NORTH FOR 0.45 MILE TO THE STATION ON THE RIGHT.  TO
 EN0802'REACH 4RDS (USGS) (AZIMUTH MARK), CONTINUE AHEAD FOR 0.2 MILE TO A
 EN0802'POINT WHERE THE ROAD TURNS TO THE RIGHT AND THE MARK ON THE LEFT.
 EN0802'
 EN0802'THE STATION MARK IS A STANDARD DISK, STAMPED INDIAN 1964, CEMENTED IN
 EN0802'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 EN0802'ABOVE THE GROUND.  IT IS 28 FEET EAST OF THE CENTER OF THE TRACK
 EN0802'ROAD AND 3.4 FEET SOUTHWEST OF A WITNESS POST.
 EN0802'
 EN0802'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED INDIAN NO 1 1964,
 EN0802'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 EN0802'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 28 FEET EAST OF THE
 EN0802'CENTER OF THE TRACK ROAD AND ABOUT LEVEL WITH THE STATION.
 EN0802'
 EN0802'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED INDIAN NO 2 1964,
 EN0802'CEMENTED IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 EN0802'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 50 FEET WEST OF THE
 EN0802'CENTER OF THE TRACK ROAD AND ABOUT LEVEL WITH THE STATION.
 EN0802'
 EN0802'4 RDS (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 EN0802'STAMPED 4 RDS 3202 1954, CEMENTED IN THE TOP OF AN 8 INCH SQUARE
 EN0802'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 EN0802'ON THE HIGHEST POINT OF A SMALL KNOLL, 120 FEET WEST OF THE CENTER
 EN0802'OF THE TRACK ROAD AND 2.1 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0479 ***********************************************************************
 BQ0479  DESIGNATION -  INDIAN
 BQ0479  PID         -  BQ0479
 BQ0479  STATE/COUNTY-  TX/HUDSPETH
 BQ0479  USGS QUAD   -  INDIAN HOT SPRINGS (1972)
 BQ0479
 BQ0479                         *CURRENT SURVEY CONTROL
 BQ0479  ___________________________________________________________________
 BQ0479* NAD 83(1993)-  30 52 19.40401(N)    105 17 10.55053(W)     ADJUSTED  
 BQ0479* NAVD 88     -      1223.     (meters)    4012.     (feet)  SCALED    
 BQ0479  ___________________________________________________________________
 BQ0479  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BQ0479  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 BQ0479
 BQ0479  HORZ ORDER  -  FIRST
 BQ0479
 BQ0479.The horizontal coordinates were established by classical geodetic methods
 BQ0479.and adjusted by the National Geodetic Survey in February 1996..
 BQ0479
 BQ0479.The orthometric height was scaled from a topographic map.
 BQ0479
 BQ0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0479
 BQ0479.The geoid height was determined by GEOID03.
 BQ0479
 BQ0479;                    North         East     Units Scale Factor Converg.
 BQ0479;SPC TX C     - 3,144,165.025   226,554.912   MT  0.99988428   -2 33 03.8
 BQ0479;SPC TX C     -10,315,481.42    743,288.91   sFT  0.99988428   -2 33 03.8
 BQ0479;UTM  13      - 3,415,457.818   472,635.027   MT  0.99960924   -0 08 48.8
 BQ0479
 BQ0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0479!SPC TX C     -   0.99981172  x   0.99988428  =   0.99969602
 BQ0479!UTM  13      -   0.99981172  x   0.99960924  =   0.99942103
 BQ0479
 BQ0479:                Primary Azimuth Mark                     Grid Az
 BQ0479:SPC TX C     -  INDIAN AZ MK                             080 26 20.3
 BQ0479:UTM  13      -  INDIAN AZ MK                             078 02 05.3
 BQ0479
 BQ0479|---------------------------------------------------------------------|
 BQ0479| PID    Reference Object                     Distance      Geod. Az  |
 BQ0479|                                                           dddmmss.s |
 BQ0479| CH9641 INDIAN AZ MK                                       0775316.5 |
 BQ0479| CH9642 INDIAN RM 1                           9.400 METERS 26817     |
 BQ0479| CH9643 INDIAN RM 2                           8.520 METERS 35344     |
 BQ0479|---------------------------------------------------------------------|
 BQ0479
 BQ0479                          SUPERSEDED SURVEY CONTROL
 BQ0479
 BQ0479  NAD 83(1986)-  30 52 19.41065(N)    105 17 10.54940(W) AD(       ) 1
 BQ0479  NAD 27      -  30 52 18.92100(N)    105 17 08.72400(W) AD(       ) 1
 BQ0479
 BQ0479.Superseded values are not recommended for survey control.
 BQ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0479.See file dsdata.txt to determine how the superseded data were derived.
 BQ0479
 BQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ7263515458(NAD 83)
 BQ0479_MARKER: DS = TRIANGULATION STATION DISK
 BQ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0479
 BQ0479  HISTORY     - Date     Condition        Report By
 BQ0479  HISTORY     - 1934     MONUMENTED       CGS
 BQ0479  HISTORY     - 1980     GOOD             LOCENG
 BQ0479
 BQ0479                          STATION DESCRIPTION
 BQ0479
 BQ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0479'STATION IS 22 MILES (AIR LINE) SSE OF SIERRA BLANCA AND ABOUT
 BQ0479'1/4 MILE W OF THE INDIAN HOT SPRINGS ROAD, ON A DISINTEGRATED
 BQ0479'RED SANDSTONE RIDGE OVERLOOKING QUITMAN ARROYO TO THE N AND E,
 BQ0479'AND ROUGH HILLS AND CANYONS TO THE S AND W.  THE RIDGE WHICH
 BQ0479'IS SMALL AND NARROW RUNS NW AND SE AND IS THE FIRST RIDGE TO
 BQ0479'THE NW OF THE TOP OF THE GRADE ON THE ROAD.  STATION IS ABOUT
 BQ0479'30 YARDS FROM THE NW END, ABOUT 15 YARDS FROM THE NE EDGE AND
 BQ0479'ABOUT 15 YARDS FROM THE SW EDGE ON THE HIGHEST PART.  ROAD
 BQ0479'TO INDIAN HOT SPRINGS IS VISIBLE IN ROCKY CANYON TO THE SW.
 BQ0479'
 BQ0479'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BQ0479'SET IN CONCRETE, AS DESCRIBED.
 BQ0479'
 BQ0479'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 BQ0479'HOLE IN BEDROCK.
 BQ0479'
 BQ0479'REFERENCE MARK NO. 1 IS SW OF STATION AND ABOUT 15 FEET FROM
 BQ0479'THE SW EDGE AND REFERENCE MARK NO. 2 IS N OF STATION ABOUT 10
 BQ0479'FEET FROM THE NE EDGE.
 BQ0479'
 BQ0479'THE AZIMUTH MARK IS ABOUT 0.4 MILE NE OF THE STATION, ABOUT
 BQ0479'0.3 MILE N OF THE TOP OF GRADE AND 8 FEET FROM THE CENTER LINE
 BQ0479'OF THE ROAD ON A SMALL RISE TO E.
 BQ0479'
 BQ0479'ALL MARKS PROJECT 1 INCH ABOVE GROUND.
 BQ0479'
 BQ0479'STATION IS BEST REACHED FROM SIERRA BLANCA BY GOING 0.3 MILE
 BQ0479'E FROM MAIN CORNER AND FORD GARAGE TO GRADED ROAD THAT TURNS S
 BQ0479'(QUITMAN CANYON AND QUITMAN ARROYO ROAD).  TURN S AND GO 5.1
 BQ0479'MILES ON THE MAIN ROAD TO FORK, RIGHT FORK GOES DOWN QUITMAN
 BQ0479'CANYON.  TURN LEFT AND FOLLOW MAIN ROAD 11.7 MILES TO RED LIGHT
 BQ0479'WELL AND SHACK ON LEFT.  CONTINUE STRAIGHT AHEAD 7.1 MILES TO
 BQ0479'FORK.  TAKE RIGHT FORK AND GO 2.8 MILES TO TOP OF GRADE.  THE
 BQ0479'ROAD CONTINUES DOWN A ROCKY CANYON TO INDIAN HOT SPRINGS.
 BQ0479'LEAVE TRUCK AND FOLLOW RIDGE NW TO NW END AND STATION.
 BQ0479'
 BQ0479'SIERRA BLANCA MT., THE NATURAL AZIMUTH OBJECT, IS THE HIGHER OF
 BQ0479'TWO PEAKS ON TOP LARGE PROMINENT MOUNTAIN TO N ON FAR HORIZON
 BQ0479'ABOUT 20 MILES DISTANT.  A SIGNAL ON STATION SIERRA BLANCA CAN
 BQ0479'BE SEEN.  OBSERVATIONS WERE MADE ON STAND.
 BQ0479'
 BQ0479'LINE INDIAN TO WARDEN IS VISIBLE FROM BOTH ENDS.
 BQ0479'
 BQ0479'A 4-FOOT STAND WILL CLEAR ALL LINES.
 BQ0479
 BQ0479                          STATION RECOVERY (1980)
 BQ0479
 BQ0479'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0479'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1083 ***********************************************************************
 CD1083  DESIGNATION -  INDIAN
 CD1083  PID         -  CD1083
 CD1083  STATE/COUNTY-  TX/HUDSPETH
 CD1083  USGS QUAD   -  T P WELL (1978)
 CD1083
 CD1083                         *CURRENT SURVEY CONTROL
 CD1083  ___________________________________________________________________
 CD1083* NAD 83(1993)-  31 31 00.33176(N)    105 56 24.64908(W)     ADJUSTED  
 CD1083* NAVD 88     -      1233.     (meters)    4045.     (feet)  SCALED    
 CD1083  ___________________________________________________________________
 CD1083  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 CD1083  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CD1083
 CD1083  HORZ ORDER  -  SECOND
 CD1083
 CD1083.The horizontal coordinates were established by classical geodetic methods
 CD1083.and adjusted by the National Geodetic Survey in February 1996..
 CD1083
 CD1083.The orthometric height was scaled from a topographic map.
 CD1083
 CD1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1083
 CD1083.The geoid height was determined by GEOID03.
 CD1083
 CD1083;                    North         East     Units Scale Factor Converg.
 CD1083;SPC TX C     - 3,218,513.194   167,698.503   MT  0.99992207   -2 53 16.3
 CD1083;SPC TX C     -10,559,405.37    550,190.84   sFT  0.99992207   -2 53 16.3
 CD1083;UTM  13      - 3,487,256.985   410,730.515   MT  0.99969829   -0 29 29.4
 CD1083
 CD1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1083!SPC TX C     -   0.99981023  x   0.99992207  =   0.99973231
 CD1083!UTM  13      -   0.99981023  x   0.99969829  =   0.99950858
 CD1083
 CD1083:                Primary Azimuth Mark                     Grid Az
 CD1083:SPC TX C     -  INDIAN AZ MK                             030 40 57.4
 CD1083:UTM  13      -  INDIAN AZ MK                             028 17 10.5
 CD1083
 CD1083|---------------------------------------------------------------------|
 CD1083| PID    Reference Object                     Distance      Geod. Az  |
 CD1083|                                                           dddmmss.s |
 CD1083| CH9644 INDIAN AZ MK                                       0274741.1 |
 CD1083| CH9645 INDIAN RM 1                          21.406 METERS 03319     |
 CD1083| CH9646 INDIAN RM 2                          20.596 METERS 28743     |
 CD1083|---------------------------------------------------------------------|
 CD1083
 CD1083                          SUPERSEDED SURVEY CONTROL
 CD1083
 CD1083  NAD 83(1986)-  31 31 00.34195(N)    105 56 24.64326(W) AD(       ) 2
 CD1083  NAD 27      -  31 30 59.91200(N)    105 56 22.74900(W) AD(       ) 2
 CD1083
 CD1083.Superseded values are not recommended for survey control.
 CD1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1083.See file dsdata.txt to determine how the superseded data were derived.
 CD1083
 CD1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ1073187257(NAD 83)
 CD1083_MARKER: DS = TRIANGULATION STATION DISK
 CD1083_SETTING: 0 = UNSPECIFIED SETTING
 CD1083
 CD1083  HISTORY     - Date     Condition        Report By
 CD1083  HISTORY     - 1936     MONUMENTED       CGS
 CD1083  HISTORY     - 1958     GOOD             AMS
 CD1083  HISTORY     - 1962     GOOD             MOBIL
 CD1083
 CD1083                          STATION DESCRIPTION
 CD1083
 CD1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CD1083'THIS STATION IS ON A SLIGHT RISE OF A SANDY FLAT COVERED WITH
 CD1083'CACTUS AND SMALL BRUSH.  POINT IS ABOUT 4.5 MILES E OF THE
 CD1083'SLAUGHTER-VEAL HEADQUARTERS RANCH, 5.8 MILES BY ROAD.  MARK
 CD1083'PROJECTS 18 INCHES.
 CD1083'
 CD1083'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CD1083'DISKS SET IN CONCRETE, IN THE TOPS OF TILES.
 CD1083'
 CD1083'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE GROUND
 CD1083'CONTAINING A STANDARD BRONZE DISK.
 CD1083'
 CD1083'BOTH REFERENCE MARKS PROJECT 6 INCHES.
 CD1083'
 CD1083'AZIMUTH MARK IS 4 FEET FROM THE SW CORNER OF A STUCCO RANCH
 CD1083'HOUSE.  REACHED FROM POINT WHERE LAST TURN OFF TO STATION
 CD1083'(ACROSS OPEN LAND).  CONTINUE ON MAIN-TRAVELED ROAD FOR 1.8
 CD1083'MILES TO RANCH HOUSE.  PROJECTS 8 INCHES.
 CD1083'
 CD1083'TO REACH STATION FROM FABENS, CROSS RAILROAD TRACKS ON FIRST
 CD1083'STREET E OF RAILROAD DEPOT AND GO 4.6 MILES TO WELL-TRAVELED
 CD1083'TRACK ROAD ON RIGHT.  TURN RIGHT AND GO ESE FOR 2.8 MILES TO TOP
 CD1083'OF HILL AND STATION FABENS ON RIGHT.  CONTINUE ON MAIN-TRAVELED
 CD1083'ROAD 0.9 MILE TO AZIMUTH MARK OF STATION HOME.  CONTINUE 0.6
 CD1083'MILE TO STATION HOME.  THENCE 1.1 MILES TO SLAUGHTER-VEAL
 CD1083'HEADQUARTERS RANCH.  BEAR TO RIGHT AROUND BUILDINGS AND PASS
 CD1083'THROUGH WIRE GATE.  THENCE FOLLOW WIRE FENCE AROUND TO LEFT
 CD1083'AND CONTINUE ON MAIN-TRAVELED ROAD IN AN EASTERLY DIRECTION
 CD1083'FOR 4.2 MILES.  AT THIS POINT LEAVE MAIN-TRAVELED ROAD AND
 CD1083'TURN S ACROSS OPEN SANDY LAND FOR 1.6 MILES TO STATION ON
 CD1083'SLIGHT RISE.
 CD1083
 CD1083                          STATION RECOVERY (1958)
 CD1083
 CD1083'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CD1083'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED, PROJECTING 0.3
 CD1083'FT.  IT IS 154 FT. NE OF CENTERLINE OF ROAD AND DRAIN, 49 FT.
 CD1083'SW OF CENTERLINE OF ROAD AND DRAIN, 12 FT. S. OF CENTERLINE OF
 CD1083'ROAD, AND 290 FT. NW OF DRAIN INT.
 CD1083
 CD1083                          STATION RECOVERY (1962)
 CD1083
 CD1083'RECOVERY NOTE BY MOBIL OIL CORPORATION 1962 (GGH)
 CD1083'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8404 ***********************************************************************
 AH8404  DESIGNATION -  INDIAN
 AH8404  PID         -  AH8404
 AH8404  STATE/COUNTY-  TX/SAN PATRICIO
 AH8404  USGS QUAD   -  PORTLAND (1975)
 AH8404
 AH8404                         *CURRENT SURVEY CONTROL
 AH8404  ___________________________________________________________________
 AH8404* NAD 83(1993)-  27 51 02.65600(N)    097 21 17.98458(W)     ADJUSTED  
 AH8404* NAVD 88     -         1.1    (meters)       4.     (feet)  VERT ANG  
 AH8404  ___________________________________________________________________
 AH8404  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AH8404  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH8404
 AH8404  HORZ ORDER  -  THIRD
 AH8404
 AH8404.The horizontal coordinates were established by classical geodetic methods
 AH8404.and adjusted by the National Geodetic Survey in August 1998..
 AH8404
 AH8404.The orthometric height was determined by vertical angle observations.
 AH8404
 AH8404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8404
 AH8404.The geoid height was determined by GEOID03.
 AH8404
 AH8404;                    North         East     Units Scale Factor Converg.
 AH8404;SPC TX S     - 5,242,497.531   412,778.522   MT  1.00000445   +0 31 11.4
 AH8404;SPC TX S     -17,199,760.65  1,354,257.53   sFT  1.00000445   +0 31 11.4
 AH8404;UTM  14      - 3,081,754.477   661,975.921   MT  0.99992384   +0 46 07.2
 AH8404
 AH8404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8404!SPC TX S     -   1.00000400  x   1.00000445  =   1.00000845
 AH8404!UTM  14      -   1.00000400  x   0.99992384  =   0.99992784
 AH8404
 AH8404                          SUPERSEDED SURVEY CONTROL
 AH8404
 AH8404.No superseded survey control is available for this station.
 AH8404
 AH8404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6197681754(NAD 83)
 AH8404_MARKER: DD = SURVEY DISK
 AH8404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8404_STAMPING: INDIAN 1989
 AH8404_MARK LOGO: NOS   
 AH8404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8404+STABILITY: SURFACE MOTION
 AH8404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8404+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8404
 AH8404  HISTORY     - Date     Condition        Report By
 AH8404  HISTORY     - 1989     MONUMENTED       NOS
 AH8404
 AH8404                          STATION DESCRIPTION
 AH8404
 AH8404'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8404'THE STATION IS LOCATED ON INDIAN POINT APPROXIMATELY 2 MILES SW FROM
 AH8404'PORTLAND AND ABOUT 0.2 MILE SE FROM THE CAUSEWAY FOR US HIGHWAY 181
 AH8404'AND TEXAS HIGHWAY 35. TO REACH THE STATION FROM CORPUS CHRISTI BEACH
 AH8404'GO NE ON THE US 181 BRIDGE.  TURN RIGHT AT FIRST EXIT ACROSS BRIDGE,
 AH8404'JOG TO THE LEFT, GO RIGHT AGAIN AND GO 0.4 MILE TO THE END OF THE ROAD
 AH8404'AT A PARK. THE STATION IS A BRONZE DISK STAMPED---INDIAN 1989---, SET
 AH8404'INTO THE TOP OF A ROUND CONCRETE MONUMENT.  IT IS LOCATED
 AH8404'APPROXIMATELY 300 METERS SE OF HIGHWAY 181, 75 METERS NW FROM THE
 AH8404'MHWL, AND 6 METERS WEST FROM THE WEST EDGE OF A PARKING LOT. DESCRIBED
 AH8404'BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1397 ***********************************************************************
 AH1397  DESIGNATION -  INDIAN 1878
 AH1397  PID         -  AH1397
 AH1397  STATE/COUNTY-  TX/KENEDY
 AH1397  USGS QUAD   -  POTRERO CORTADO (1975)
 AH1397
 AH1397                         *CURRENT SURVEY CONTROL
 AH1397  ___________________________________________________________________
 AH1397* NAD 83(1993)-  27 01 38.50032(N)    097 27 32.61899(W)     ADJUSTED  
 AH1397* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH1397  ___________________________________________________________________
 AH1397  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AH1397  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AH1397
 AH1397  HORZ ORDER  -  THIRD
 AH1397
 AH1397.The horizontal coordinates were established by classical geodetic methods
 AH1397.and adjusted by the National Geodetic Survey in February 1996..
 AH1397
 AH1397.The orthometric height was scaled from a topographic map.
 AH1397
 AH1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1397
 AH1397.The geoid height was determined by GEOID03.
 AH1397
 AH1397;                    North         East     Units Scale Factor Converg.
 AH1397;SPC TX S     - 5,151,179.271   403,281.258   MT  0.99989490   +0 28 21.3
 AH1397;SPC TX S     -16,900,160.66  1,323,098.59   sFT  0.99989490   +0 28 21.3
 AH1397;UTM  14      - 2,990,399.963   652,858.445   MT  0.99988845   +0 42 01.3
 AH1397
 AH1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1397!SPC TX S     -   1.00000335  x   0.99989490  =   0.99989825
 AH1397!UTM  14      -   1.00000335  x   0.99988845  =   0.99989180
 AH1397
 AH1397:                Primary Azimuth Mark                     Grid Az
 AH1397:SPC TX S     -  COYOTE 1877                              004 27 05.0
 AH1397:UTM  14      -  COYOTE 1877                              004 13 25.0
 AH1397
 AH1397|---------------------------------------------------------------------|
 AH1397| PID    Reference Object                     Distance      Geod. Az  |
 AH1397|                                                           dddmmss.s |
 AH1397| AH1416 COYOTE 1877                         APPROX.13.9 KM 0045526.3 |
 AH1397|---------------------------------------------------------------------|
 AH1397
 AH1397                          SUPERSEDED SURVEY CONTROL
 AH1397
 AH1397  NAD 83(1986)-  27 01 38.51537(N)    097 27 32.59229(W) AD(       ) 3
 AH1397  NAD 27      -  27 01 37.28800(N)    097 27 31.62800(W) AD(       ) 3
 AH1397
 AH1397.Superseded values are not recommended for survey control.
 AH1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1397.See file dsdata.txt to determine how the superseded data were derived.
 AH1397
 AH1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5285890400(NAD 83)
 AH1397_MARKER: Z = SEE DESCRIPTION
 AH1397_SETTING: 0 = UNSPECIFIED SETTING
 AH1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1397
 AH1397  HISTORY     - Date     Condition        Report By
 AH1397  HISTORY     - 1878     MONUMENTED       CGS
 AH1397
 AH1397                          STATION DESCRIPTION
 AH1397
 AH1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1878
 AH1397'LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1395 ***********************************************************************
 AH1395  DESIGNATION -  INDIAN 2
 AH1395  PID         -  AH1395
 AH1395  STATE/COUNTY-  TX/KENEDY
 AH1395  USGS QUAD   -  POTRERO CORTADO (1975)
 AH1395
 AH1395                         *CURRENT SURVEY CONTROL
 AH1395  ___________________________________________________________________
 AH1395* NAD 83(1993)-  27 01 58.57656(N)    097 27 33.40617(W)     ADJUSTED  
 AH1395* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 AH1395  ___________________________________________________________________
 AH1395  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AH1395  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 AH1395
 AH1395  HORZ ORDER  -  THIRD
 AH1395
 AH1395.The horizontal coordinates were established by classical geodetic methods
 AH1395.and adjusted by the National Geodetic Survey in February 1996..
 AH1395
 AH1395.The orthometric height was scaled from a topographic map.
 AH1395
 AH1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1395
 AH1395.The geoid height was determined by GEOID03.
 AH1395
 AH1395;                    North         East     Units Scale Factor Converg.
 AH1395;SPC TX S     - 5,151,796.931   403,254.468   MT  0.99989495   +0 28 21.0
 AH1395;SPC TX S     -16,902,187.10  1,323,010.70   sFT  0.99989495   +0 28 21.0
 AH1395;UTM  14      - 2,991,017.507   652,829.199   MT  0.99988834   +0 42 01.4
 AH1395
 AH1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1395!SPC TX S     -   1.00000335  x   0.99989495  =   0.99989830
 AH1395!UTM  14      -   1.00000335  x   0.99988834  =   0.99989169
 AH1395
 AH1395|---------------------------------------------------------------------|
 AH1395| PID    Reference Object                     Distance      Geod. Az  |
 AH1395|                                                           dddmmss.s |
 AH1395| CV3333 INDIAN 2 RM                          59.881 METERS 12637     |
 AH1395| AB1473 BEAT 1913                           APPROX.12.9 KM 1394049.8 |
 AH1395|---------------------------------------------------------------------|
 AH1395
 AH1395                          SUPERSEDED SURVEY CONTROL
 AH1395
 AH1395  NAD 83(1986)-  27 01 58.59443(N)    097 27 33.38069(W) AD(       ) 3
 AH1395  NAD 27      -  27 01 57.40700(N)    097 27 32.42700(W) AD(       ) 3
 AH1395
 AH1395.Superseded values are not recommended for survey control.
 AH1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1395.See file dsdata.txt to determine how the superseded data were derived.
 AH1395
 AH1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5282991018(NAD 83)
 AH1395_MARKER: DS = TRIANGULATION STATION DISK
 AH1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1395_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1395
 AH1395  HISTORY     - Date     Condition        Report By
 AH1395  HISTORY     - 1913     MONUMENTED       CGS
 AH1395  HISTORY     - 1939     GOOD             CGS
 AH1395  HISTORY     - 1949     GOOD             CGS
 AH1395  HISTORY     - 1949     GOOD             HUMBLE
 AH1395  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AH1395
 AH1395                          STATION DESCRIPTION
 AH1395
 AH1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (EHP)
 AH1395'ON THE FIFTH ISLAND FROM THE ROCKY BAYOU E OF THE CARNESTOLIENDOS
 AH1395'CAMP, A LARGE AND HIGH ISLAND, KNOWN AS POTRERO FARIAS.
 AH1395'THIS ISLAND IS SEPARATED FROM THE MAINLAND BY SALTY BOGS,
 AH1395'ALMOST IMPOSSIBLE TO CROSS, EXCEPT ON FOOT.  THE ISLAND
 AH1395'IS ABOUT 2-1/2 MILES LONG AND 1 MILE WIDE, AND HAS THREE
 AH1395'DISTINCT HIGH RIDGES RUNNING THE LENGTH OF IT, WITH THE
 AH1395'HIGHEST RIDGE NEAR THE LAGUNA MADRE SHORE.  THE STATION IS
 AH1395'ON THIS HIGH RIDGE, ABOUT 1 MILE FROM THE NORTHERN END OF THE
 AH1395'ISLAND AND ABOUT 100 METERS (328 FEET) FROM THE BANK OF THE
 AH1395'ISLAND ALONG THE SHORE OF THE LAGUNA, THERE BEING A MUD FLAT
 AH1395'EXTENDING OUT 2/3 MILE TOWARD PADRE ISLAND.  THIS ISLAND IS
 AH1395'COVERED WITH GRASS AS ARE ALL OTHER ISLANDS.  SURFACE AND
 AH1395'UNDERGROUND MARKS ARE STANDARD BRONZE DISKS IN CONCRETE
 AH1395'AS DESCRIBED.  A STANDARD
 AH1395'BRONZE DISK IN CONCRETE, DESCRIBES THE REFERENCE MARK,
 AH1395'WHICH IS 60.00 METERS (196.8 FEET) FROM THE STATION,
 AH1395'S 53 DEG 23 MIN E.  OTHER BEARINGS
 AH1395'ARE--WINDMILL, S 44 DEG 21 MIN E.  WINDMILL, S 47 DEG 49 MIN W.
 AH1395'WINDMILL, N 32 DEG 02 MIN E. LEFT TANGENT FIRST ISLAND TO
 AH1395'NORTHWARD, N 48 DEG 31 MIN E.  RIGHT TANGENT OF SAME ISLAND,
 AH1395
 AH1395                          STATION RECOVERY (1939)
 AH1395
 AH1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1395'STATION IS ABOUT 25 MILES SE OF SARITA, ON KENEDY RANCH, ON
 AH1395'FARIAS ISLAND, NEAR THE W SIDE OF LAGUNA MADRE.  IT IS ABOUT
 AH1395'4.5 MILES E OF MIRA SOLES CAMP AND ABOUT 0.5 MILE S OF THE N
 AH1395'END OF FARIAS ISLAND.  THE ISLAND HAS SEVERAL N AND S RIDGES
 AH1395'AND THE STATION IS ON THE SECOND ONE FROM THE E SIDE OF THE
 AH1395'ISLAND.  IT IS ABOUT 500 YARDS S OF A LONE SPANISH DAGGER,
 AH1395'ABOUT 325 FEET W OF THE E SIDE OF THE ISLAND AND ABOUT 140 FEET
 AH1395'SW OF A DOUBLE SPANISH DAGGER BETWEEN THE FIRST AND SECOND
 AH1395'RIDGES.
 AH1395'
 AH1395'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS MARKED BY A
 AH1395'STANDARD UNSTAMPED DISK, SET IN CONCRETE AND PROJECTING
 AH1395'ABOUT 2 INCHES ABOVE GROUND.
 AH1395'
 AH1395'THE REFERENCE MARK, GIVEN AT 60.0 METERS (196.8 FEET)
 AH1395'S 53 DEG 23 MIN E, WAS SEARCHED FOR BUT NOT RECOVERED.
 AH1395'
 AH1395'STATION MAY BE REACHED BY FOOT OR HORSEBACK FROM THE LOPENA
 AH1395'ARTESIAN WELL BY GOING E ACROSS SEVERAL CAYAS TO FARIAS ISLAND
 AH1395'THENCE E ACROSS ISLAND TO STATION.
 AH1395'
 AH1395'STATION IS IN KENEDY COUNTY AND NOT WILLACY COUNTY AS STATED
 AH1395'IN THE 1913 DESCRIPTION.
 AH1395'
 AH1395'STATION WAS NOT OCCUPIED.
 AH1395
 AH1395                          STATION RECOVERY (1949)
 AH1395
 AH1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1395'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARK WAS SEARCHED
 AH1395'FOR BUT WAS NOT FOUND.  THE 1939 DESCRIPTION IS ADEQUATE FOR
 AH1395'THE AREA.
 AH1395'
 AH1395'THE STATION DISK WAS STAMPED INDIAN 2 1913 BY THIS PARTY.
 AH1395
 AH1395                          STATION RECOVERY (1949)
 AH1395
 AH1395'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1949
 AH1395'STATION IS IN GOOD CONDITION.  HOWEVER, THE SPANISH DAGGERS
 AH1395'CALLED FOR ARE GONE.
 AH1395
 AH1395                          STATION RECOVERY (1969)
 AH1395
 AH1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1395'THE STATION WAS VISITED AND THE STATION SURFACE MARK FOUND
 AH1395'DESTROYED.  THE UNDERGROUND MARK WAS FOUND TO BE PROJECTING
 AH1395'1 FOOT ABOVE THE GROUND, BUT WAS SOLID AND APPEARED TO BE IN ITS
 AH1395'ORIGINAL POSITION.  THE POINT WAS HELD AND THE UNDERGROUND
 AH1395'MARK LOWERED AND SET IN THE PRECISE, ORIGINAL POSITION AND
 AH1395'A SURFACE MARK SET DIRECTLY ABOVE IT.  THE REFERENCE MARK WAS
 AH1395'FOUND IN FAIR CONDITION.  THE DISTANCE AND DIRECTION FROM THE
 AH1395'STATION WAS FOUND TO BE IN ERROR.  THE DISTANCE WAS FOUND TO
 AH1395'BE SHORTER BY 0.119 METERS.  THE DIRECTION WAS FOUND TO BE
 AH1395'N 85 DEG 15 MIN E (COMPASS READINGS) INSTEAD OF S 53 DEG 23 MIN E.
 AH1395'THE REFERENCE MARK WAS FOUND USING THE
 AH1395'ANGLE (78 DEG 06 MIN) BETWEEN THE LEFT TANGENT OF ISLAND TO
 AH1395'NORTHWARD AND AZIMUTH READING TO REFERENCE MARK.  THE ARROW ON
 AH1395'REFERENCE MARK POINTED TO STATION.  A NEW AND COMPLETE
 AH1395'DESCRIPTION FOLLOWS--
 AH1395'
 AH1395'THE STATION IS ABOUT 24-1/4 MILES SOUTHEAST OF SARITA, 16
 AH1395'MILES SOUTH OF POINT PENASCAL WHICH IS ON THE SOUTH SIDE OF
 AH1395'BAFFIN BAY, 3/4 MILE WEST OF THE INTRACOASTAL WATERWAY, 0.6
 AH1395'MILE SOUTH OF THE NORTH END OF POTRERO FARIAS, A LARGE ISLAND ON
 AH1395'THE WEST SIDE OF LAGUNA MADRE, ON THE SECOND NORTH-SOUTH RIDGE
 AH1395'WEST OF THE EAST SHORE OF THE ISLAND AND ABOUT 100 YARDS WEST
 AH1395'OF THE EAST SHORE.  THE HIGHEST GROUND IS ALONG THE WEST SIDE
 AH1395'OF THE ISLAND.  THE PROPERTY IS OWNED BY THE KENEDY RANCH.
 AH1395'
 AH1395'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN SARITA,
 AH1395'GO EAST ON PAVED ROAD FOR 0.15 MILE TO U.S. HIGHWAY 77, TURN
 AH1395'RIGHT AND GO SOUTH ON U.S. 77 FOR 7.95 MILES TO RAILROAD SIDING
 AH1395'AND CATTLE LOADING PENS AT MIFFLIN, CONTINUE SOUTH ON U.S.
 AH1395'77 FOR 0.7 MILE TO SIDE ROAD AND LOCKED GATE ON THE LEFT,
 AH1395'(PERMISSION TO TRAVEL THIS ROAD AND KEY FOR THE GATE MUST
 AH1395'BE OBTAINED FROM THE KENEDY RANCH OFFICALS IN SARITA), TURN
 AH1395'LEFT AND GO EAST ON BLADED DIRT ROAD FOR 3.95 MILES TO GATE,
 AH1395'PASS THROUGH AND CONTINUE EAST ON DIRT ROAD FOR 7.15 MILES TO
 AH1395'GATE IN AN EAST-WEST FENCE, PASS THROUGH GATE AND FOLLOW ROAD
 AH1395'SOUTHEASTERLY AND SOUTH FOR 3.45 MILES TO SIDE ROAD ON THE
 AH1395'LEFT.  TURN LEFT AND FOLLOW BLADED ROAD EASTERLY FOR 2.1
 AH1395'MILES TO CORRALS AND LOADING CHUTE AT THE ESCRIBANO
 AH1395'ARTESIAN WELL AND THE END OF THE BLADED ROAD.  PICK WAY
 AH1395'EASTERLY AROUND THE NORTH SIDE OF SMALL LAKE FOR 0.35 MILE TO
 AH1395'TRACK ROAD IN CUT IN DUNE LINE.  FOLLOW THIS TRACK ROAD
 AH1395'SOUTHEASTERLY FOR 0.1 MILE TO REVERSE Y-FORK ON THE LEFT,
 AH1395'BEAR RIGHT AND FOLLOW ROAD SOUTHEAST FOR 0.25 MILE TO
 AH1395'GATE, PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY ON ROAD
 AH1395'0.55 MILE TO TWO LONE FENCE POSTS ON THE LEFT.  TURN LEFT
 AH1395'OFF ROAD AND PICK UP DIM TRACK ROAD JUST NORTHEAST OF POSTS AND
 AH1395'FOLLOW THIS ROAD NORTHEAST FOR 2.35 MILES, CROSSING SEVERAL
 AH1395'SANDY RIDGES AND CAYOS (SALT FLATS), TO A POINT ON A RIDGE TOP
 AH1395'WHERE THE ROAD BECOMES TOO DIM TO FOLLOW.  CONTINUE NORTHEAST
 AH1395'ACROSS COUNTRY FOR 0.35 MILE TO A PARTLY BARE SAND DUNE
 AH1395'WHICH IS ABOUT 1/4 MILE EAST OF A LARGE MOTT OF TREES, BEAR
 AH1395'RIGHT AND GO EAST ALONG THE SOUTH SIDE OF A SMALL LAKE
 AH1395'FORMED BY THE AUGA NEGRA ARTESIAN WELL FOR 0.5 MILE TO THE
 AH1395'SOUTHEAST CORNER OF THE LAKE.  HERE FOLLOW LOW, INDISTINCT
 AH1395'SAND RIDGE EAST-SOUTHEAST FOR 1.6 MILES TO THE LAST PROMINENT
 AH1395'SAND HILL ON THE RIDGE AND AT POINT WHERE RIDGE FLATTENS OUT.
 AH1395'BEAR LEFT AND PICK WAY NORTH AND EAST TO THE LOPENA ARTESIAN
 AH1395'WELL.  PICK WAY NORTHEASTERLY ABOUT 1/4 MILE TO SHORE OF LARGE
 AH1395'CAYO AND THE END OF TRUCK TRAVEL.  WALK ACROSS CAYO 1/2 MILE
 AH1395'TO THE WEST SHORE OF POTRERO FARIAS, IN EASTERLY DIRECTION,
 AH1395'THENCE NORTHEASTERLY FOR 0.7 MILE, CROSSING OVER THE FIRST HIGH
 AH1395'RIDGE ON THE WEST SIDE OF THE ISLAND AND SEVERAL LOWER RIDGES
 AH1395'NEAR THE CENTER OF THE ISLAND TO A POINT ALONG THE EAST SHORE
 AH1395'0.6 MILE SOUTH OF THE NORTH END OF THE ISLAND AND ON THE
 AH1395'SECOND RIDGE WEST OF THE EAST SHORE AND THE STATION.  MAPS OF
 AH1395'THE AREA SHOULD BE REFERRED TO IN REACHING THIS STATION.
 AH1395'
 AH1395'THE STATION MARK IS A STANDARD DISK, STAMPED INDIAN 2 1913 1969,
 AH1395'SET IN THE TOP OF AN 18 INCH ROUND CONCRETE POST THAT IS 2
 AH1395'INCHES BELOW THE GROUND SURFACE.  IT IS ON THE EAST SLOPE
 AH1395'OF THE RIDGE, 12 FEET EAST OF THE CREST OF THE RIDGE AND 1.9
 AH1395'FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS
 AH1395'A STANDARD DISK, STAMPED INDIAN 2 1913 1969, SET IN TOP
 AH1395'OF 10 ROUND CONCRETE POST THAT IS 3 FEET BELOW THE GROUND
 AH1395'SURFACE.
 AH1395'
 AH1395'THE REFERENCE MARK IS A STANDARD DISK, UNSTAMPED, SET IN
 AH1395'THE TOP OF 18 INCH ROUND CONCRETE POST THAT PROJECTS 7 INCHES.
 AH1395'THE DATE MARCH 25 1913 IS INSCRIBED IN THE TOP OF THE CONCRETE
 AH1395'POST.  IT IS EAST OF THE STATION ON THE CREST OF THE FIRST
 AH1395'RIDGE WEST OF THE LAGUNA MADRE SHORE, 6 FEET NORTH-NORTHWEST
 AH1395'OF METAL WITNESS POST AND AT ABOUT THE SAME ELEVATION AS
 AH1395'THE STATION.
 AH1395'
 AH1395'STATION NOT OCCUPIED.
 AH1395'
 AH1395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--24-1/4 MILES
 AH1395'SOUTHEAST OF SARITA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0128 ***********************************************************************
 AH0128  DESIGNATION -  INDIAN POINT
 AH0128  PID         -  AH0128
 AH0128  STATE/COUNTY-  TX/SAN PATRICIO
 AH0128  USGS QUAD   -  PORTLAND (1975)
 AH0128
 AH0128                         *CURRENT SURVEY CONTROL
 AH0128  ___________________________________________________________________
 AH0128* NAD 83(1993)-  27 51 09.56417(N)    097 21 28.61340(W)     ADJUSTED  
 AH0128* NAVD 88     -         0.511  (meters)       1.68   (feet)  ADJUSTED  
 AH0128  ___________________________________________________________________
 AH0128  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH0128  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AH0128  DYNAMIC HT  -           0.511 (meters)       1.68  (feet)  COMP
 AH0128  MODELED GRAV-     979,132.5   (mgal)                       NAVD 88
 AH0128
 AH0128  HORZ ORDER  -  THIRD
 AH0128  VERT ORDER  -  FIRST     CLASS II
 AH0128
 AH0128.The horizontal coordinates were established by classical geodetic methods
 AH0128.and adjusted by the National Geodetic Survey in February 1996..
 AH0128
 AH0128.The orthometric height was determined by differential leveling
 AH0128.and adjusted by the National Geodetic Survey in June 1991..
 AH0128
 AH0128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0128
 AH0128.The geoid height was determined by GEOID03.
 AH0128
 AH0128.The dynamic height is computed by dividing the NAVD 88
 AH0128.geopotential number by the normal gravity value computed on the
 AH0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0128.degrees latitude (g = 980.6199 gals.).
 AH0128
 AH0128.The modeled gravity was interpolated from observed gravity values.
 AH0128
 AH0128;                    North         East     Units Scale Factor Converg.
 AH0128;SPC TX S     - 5,242,707.539   412,485.800   MT  1.00000495   +0 31 06.6
 AH0128;SPC TX S     -17,200,449.65  1,353,297.16   sFT  1.00000495   +0 31 06.6
 AH0128;SPC TXSC     - 4,003,277.403   761,760.598   MT  1.00019456   +0 48 16.1
 AH0128;SPC TXSC     -13,134,085.95  2,499,209.56   sFT  1.00019456   +0 48 16.1
 AH0128;UTM  14      - 3,081,963.195   661,682.314   MT  0.99992266   +0 46 02.4
 AH0128
 AH0128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0128!SPC TX S     -   1.00000410  x   1.00000495  =   1.00000905
 AH0128!SPC TXSC     -   1.00000410  x   1.00019456  =   1.00019866
 AH0128!UTM  14      -   1.00000410  x   0.99992266  =   0.99992676
 AH0128
 AH0128|---------------------------------------------------------------------|
 AH0128| PID    Reference Object                     Distance      Geod. Az  |
 AH0128|                                                           dddmmss.s |
 AH0128| AH0282 INDIAN POINT 2 RM 1                  10.427 METERS 15529     |
 AH0128| AH0281 INDIAN POINT 2                       11.554 METERS 17003     |
 AH0128| AH1364 CORPUS CHRISTI S RANKIN ST TK       APPROX. 7.9 KM 2160414.1 |
 AH0128| AH1357 CORPUS CHRISTI PORT TANK            APPROX. 6.0 KM 2194918.8 |
 AH0128|---------------------------------------------------------------------|
 AH0128
 AH0128                          SUPERSEDED SURVEY CONTROL
 AH0128
 AH0128  NAD 83(1986)-  27 51 09.56706(N)    097 21 28.59404(W) AD(       ) 3
 AH0128  NAD 27      -  27 51 08.48000(N)    097 21 27.62000(W) AD(       ) 3
 AH0128  NGVD 29 (??/??/92)    0.705  (m)            2.31   (f) ADJ UNCH    1 2
 AH0128
 AH0128.Superseded values are not recommended for survey control.
 AH0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0128.See file dsdata.txt to determine how the superseded data were derived.
 AH0128
 AH0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6168281963(NAD 83)
 AH0128_MARKER: DS = TRIANGULATION STATION DISK
 AH0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0128_STAMPING: INDIAN POINT 1933
 AH0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0128+STABILITY: SURFACE MOTION
 AH0128
 AH0128  HISTORY     - Date     Condition        Report By
 AH0128  HISTORY     - 1933     MONUMENTED       CGS
 AH0128  HISTORY     - 1937     GOOD             LOCENG
 AH0128  HISTORY     - 1947     GOOD             PHILIP
 AH0128  HISTORY     - 1949     GOOD             CGS
 AH0128  HISTORY     - 1959     GOOD             NGS
 AH0128  HISTORY     - 1964     GOOD             CGS
 AH0128  HISTORY     - 1974     GOOD             NGS
 AH0128  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0128  HISTORY     - 1987     GOOD             USPSQD
 AH0128  HISTORY     - 19970201 MARK NOT FOUND   NGS
 AH0128
 AH0128                          STATION DESCRIPTION
 AH0128
 AH0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH0128'STATION IS LOCATED ABOUT 4-1/2 MILES NE OF THE PLAZA HOTEL
 AH0128'IN CORPUS CHRISTI, ABOUT 2.5 MILES SW OF PORTLAND, AND 0.2
 AH0128'MILE NE OF NE END OF NUECES BAY CAUSEWAY.  IT IS ON THE
 AH0128'SOUTHERN PACIFIC CO. RIGHT-OF-WAY.  STATION IS 4 METERS SE
 AH0128'FROM W FENCE, 15 METERS SE FROM CENTER LINE OF HIGHWAY, AND
 AH0128'9 METERS NW FROM CENTER LINE OF RAILROAD TRACKS.
 AH0128'
 AH0128'SURFACE AND UNDERGROUND AND REFERENCE MARKS ARE BRONZE DISKS
 AH0128'SET IN CONCRETE.  NO REFERENCE MARK WAS SET.
 AH0128'
 AH0128'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH0128'POINT OF LAND AT MC GLOINS BLUFF, 102 DEG.  SOUTHERN ALKALI
 AH0128'CORP., STACK, 232 DEG.  PLAZA HOTEL, 202 DEG.
 AH0128'
 AH0128'HEIGHT OF LIGHT ABOVE STATION MARK - 3.0 METERS.
 AH0128
 AH0128                          STATION RECOVERY (1937)
 AH0128
 AH0128'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 AH0128'RECOVERED BY GEOTECHNICAL CORPORATION.
 AH0128'
 AH0128'RECOVERED.
 AH0128
 AH0128                          STATION RECOVERY (1947)
 AH0128
 AH0128'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (LJD)
 AH0128'RECOVERED MAY 1, 1947, BY L.J. DITTEMORE AND C.W. MC COLLISTER
 AH0128'OF PHILLIPS PETROLEUM CO., AUSTIN, TEXAS.  COPY OF DATE ON
 AH0128'BENCH-MARK RECOVERY CARD.
 AH0128'
 AH0128'NORTH END OF SOUTHERN PACIFIC RAILWAY BRIDGE IS 293 FEET SW.
 AH0128'NORTH HEADWALL CAUSEWAY IS S 49 DEG 44 MIN W.  1,270.6 FEET.
 AH0128
 AH0128                          STATION RECOVERY (1949)
 AH0128
 AH0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH0128'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS--
 AH0128'
 AH0128'STATION IS LOCATED ABOUT 4.5 MILES NE OF THE PLAZA HOTEL IN
 AH0128'CORPUS CHRISTI, ABOUT 2.5 MILES SW OF PORTLAND, AND 0.2 MILE
 AH0128'NE OF THE NE END OF THE NUECES BAY CAUSEWAY, ON THE SOUTHERN
 AH0128'PACIFIC COMPANY RIGHT-OF-WAY.  IT IS 281 FEET NE OF THE
 AH0128'RAILROAD TOOL SHED AT NE END OF TRESTLE, 33 FEET NW OF CENTER
 AH0128'LINE OF TRACKS, 15 FEET NE OF THIRD TELEPHONE POLE NE OF
 AH0128'TRESTLE, 116 FEET SW OF FOURTH POLE NE OF TRESTLE, AND 36
 AH0128'FEET NE OF CENTER LINE OF DETOUR, U.S. 181.  THE AREA HAS BEEN
 AH0128'FILLED IN AND THE STATION WOULD BE UNDERGROUND EXCEPT THAT
 AH0128'A TIN CRYPT HAS BEEN PLACED AROUND THE STATION BY THE U.S.
 AH0128'ENGINEERS.
 AH0128'
 AH0128'SURFACE, UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH0128'STATION MARK IS STAMPED INDIAN POINT 1933.
 AH0128'
 AH0128'U.S. HIGHWAY 181 WILL BE RELOCATED UPON COMPLETION OF A NEW
 AH0128'NUECES BAY CAUSEWAY.  THESE DIRECTIONS ARE ALONG THE OLD
 AH0128'ROUTE OF U.S. 181.
 AH0128'
 AH0128'NO REFERENCE MARKS WERE SET.
 AH0128
 AH0128                          STATION RECOVERY (1959)
 AH0128
 AH0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0128'3.3 MI NE FROM CORPUS CHRISTI.
 AH0128'ABOUT 3.3 MILES NORTHEAST ALONG U. S. HIGHWAY 181 FROM THE NORTH END
 AH0128'OF THE HIGH BRIDGE OVER THE CORPUS CHRISTI SHIP CHANNEL AT CORPUS
 AH0128'CHRISTI, ABOUT 290 FEET NORTHEAST OF THE NORTHEAST END OF A RAILROAD
 AH0128'BRIDGE, 95 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE CAUSEWAY OVER
 AH0128'NUECES BAY, 30 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD
 AH0128'TRACK, 12 FEET EAST OF A TELEPHONE POLE, 1.4 FEET NORTHWEST OF A
 AH0128'CONCRETE WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE RAILROAD
 AH0128'TRACKS, AND IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE GROUND.
 AH0128
 AH0128                          STATION RECOVERY (1964)
 AH0128
 AH0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH0128'THE STATION WAS RECOVERED IN GOOD CONDITION.  DUE TO CHANGES
 AH0128'IN THE NEW CAUSEWAY OVER NUECES BAY, A NEW DESCRIPTION FOLLOWS--
 AH0128'
 AH0128'THE STATION IS 4.5 MILES NORTHEAST OF CORPUS CHRISTI AND
 AH0128'ABOUT 2.5 MILES SOUTHWEST OF PORTLAND ALONG HIGHWAY 181.
 AH0128'IT IS 63.75 FEET EAST OF THE NORTHEAST CORNER OF THE CAUSEWAY
 AH0128'BRIDGE, 281 FEET NORTHEAST OF A TOOL SHED AT THE NORTHEAST
 AH0128'END OF THE RAILROAD BRIDGE OF THE SOUTHERN PACIFIC RR., 15
 AH0128'FEET NORTHEAST OF THE THIRD TELEPHONE POLE NORTH OF THE
 AH0128'TOOL SHED, 33 FEET NORTHWEST OF THE CENTER OF THE RAILROAD
 AH0128'TRACK AND ABOUT 1 FOOT BELOW GROUND.  IT IS MARKED BY A
 AH0128'STANDARD TRIANGULATION DISK STAMPED INDIAN POINT 1933 SET IN
 AH0128'TOP OF A CONCRETE MONUMENT.  THE STATION IS WITNESSED BY A
 AH0128'4 X 4 CONCRETE POST IN WHICH ARE CAST THE LETTERS USBM.
 AH0128
 AH0128                          STATION RECOVERY (1974)
 AH0128
 AH0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AH0128'C.C. CORPUS CHRISTI.
 AH0128'
 AH0128'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  NO
 AH0128'REFERENCE MARKS OR AZIMUTH MARK HAD BEEN ESTABLISHED FOR THE
 AH0128'STATION.
 AH0128'
 AH0128'THE MARK WILL BE DESTROYED BY CONSTRUCTION IN THE AREA IN THE NEAR
 AH0128'FUTURE.  INDIAN POINT 2 WAS ESTABLISHED OUT OF THE CONSTRUCTION
 AH0128'AREA AND A TRAVERSE TIE WAS MADE BETWEEN THE TWO STATION.
 AH0128'
 AH0128'SEE DESCRIPTION TO INDIAN POINT 2 1974.
 AH0128'
 AH0128'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PORTLAND 2-1/2
 AH0128'MILES SW.
 AH0128
 AH0128                          STATION RECOVERY (1978)
 AH0128
 AH0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0128'NOT RECOVERED THIS DATE.
 AH0128
 AH0128                          STATION RECOVERY (1987)
 AH0128
 AH0128'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AH0128'RECOVERED IN GOOD CONDITION.
 AH0128
 AH0128                          STATION RECOVERY (1997)
 AH0128
 AH0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (HAS)
 AH0128'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0128'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0281 ***********************************************************************
 AH0281  DESIGNATION -  INDIAN POINT 2
 AH0281  PID         -  AH0281
 AH0281  STATE/COUNTY-  TX/SAN PATRICIO
 AH0281  USGS QUAD   -  PORTLAND (1975)
 AH0281
 AH0281                         *CURRENT SURVEY CONTROL
 AH0281  ___________________________________________________________________
 AH0281* NAD 83(1993)-  27 51 09.19447(N)    097 21 28.54049(W)     ADJUSTED  
 AH0281* NAVD 88     -         1.90   (+/-2cm)       6.2    (feet)  VERTCON   
 AH0281  ___________________________________________________________________
 AH0281  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH0281  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AH0281
 AH0281  HORZ ORDER  -  THIRD
 AH0281  VERT ORDER  -  THIRD (See Below)
 AH0281
 AH0281.The horizontal coordinates were established by classical geodetic methods
 AH0281.and adjusted by the National Geodetic Survey in February 1996..
 AH0281.No horizontal observational check was made to the station.
 AH0281
 AH0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0281.The vertical order pertains to the NGVD 29 superseded value.
 AH0281
 AH0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0281
 AH0281.The geoid height was determined by GEOID03.
 AH0281
 AH0281;                    North         East     Units Scale Factor Converg.
 AH0281;SPC TX S     - 5,242,696.177   412,487.898   MT  1.00000492   +0 31 06.6
 AH0281;SPC TX S     -17,200,412.37  1,353,304.05   sFT  1.00000492   +0 31 06.6
 AH0281;UTM  14      - 3,081,951.843   661,684.461   MT  0.99992267   +0 46 02.4
 AH0281
 AH0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0281!SPC TX S     -   1.00000388  x   1.00000492  =   1.00000880
 AH0281!UTM  14      -   1.00000388  x   0.99992267  =   0.99992655
 AH0281
 AH0281:                Primary Azimuth Mark                     Grid Az
 AH0281:SPC TX S     -  PORTLAND NW MUN TANK                     027 11 31.3
 AH0281:UTM  14      -  PORTLAND NW MUN TANK                     026 56 35.5
 AH0281
 AH0281|---------------------------------------------------------------------|
 AH0281| PID    Reference Object                     Distance      Geod. Az  |
 AH0281|                                                           dddmmss.s |
 AH0281| AH1655 PORTLAND NW MUN TANK                APPROX. 4.7 KM 0274237.9 |
 AH0281| AH1654 PORTLAND NE MUN TANK                APPROX. 7.0 KM 0460857.5 |
 AH0281| AI0727 INDIAN POINT 2 RM 3                   9.523 METERS 04807     |
 AH0281| AH1760 INDIAN POINT 2 AZ MK                455.758 METERS 0500343.6 |
 AH0281| AH0282 INDIAN POINT 2 RM 1                   3.003 METERS 05056     |
 AH0281| AH1653 PORTLAND CENTRAL MUN TANK           APPROX. 4.9 KM 0520207.9 |
 AH0281| AH0283 INDIAN POINT 2 RM 2                   3.226 METERS 15840     |
 AH0281| AH1628 CORPUS CHRISTI HARBOR RNG F LT      APPROX. 5.1 KM 1905210.9 |
 AH0281| AH1338 CORPUS CHRISTI CATH HI CROSS        APPROX. 7.5 KM 2103522.6 |
 AH0281| AH1351 CORPUS CHRI SACRED HDT CATH CH      APPROX. 8.0 KM 2145626.3 |
 AH0281| AH1364 CORPUS CHRISTI S RANKIN ST TK       APPROX. 7.9 KM 2160751.7 |
 AH0281| AH0128 INDIAN POINT                         11.554 METERS 35003     |
 AH0281|---------------------------------------------------------------------|
 AH0281
 AH0281                          SUPERSEDED SURVEY CONTROL
 AH0281
 AH0281  NAD 83(1986)-  27 51 09.19737(N)    097 21 28.52111(W) AD(       ) 3
 AH0281  NAD 27      -  27 51 08.11032(N)    097 21 27.54701(W) AD(       ) 3
 AH0281  NGVD 29 (01/29/03)    2.09   (m)            6.9    (f) RESET       3  
 AH0281
 AH0281.Superseded values are not recommended for survey control.
 AH0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0281.See file dsdata.txt to determine how the superseded data were derived.
 AH0281
 AH0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6168481952(NAD 83)
 AH0281_MARKER: DS = TRIANGULATION STATION DISK
 AH0281_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH0281_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AH0281_STAMPING: INDIAN POINT 2 1974
 AH0281_MARK LOGO: NGS   
 AH0281_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0281+STABILITY: SURFACE MOTION
 AH0281
 AH0281  HISTORY     - Date     Condition        Report By
 AH0281  HISTORY     - 1974     MONUMENTED       NGS
 AH0281  HISTORY     - 1974     GOOD             NGS
 AH0281  HISTORY     - 1976     GOOD             NGS
 AH0281  HISTORY     - 19841004 GOOD             NGS
 AH0281  HISTORY     - 1985     GOOD             NGS
 AH0281  HISTORY     - 19970201 MARK NOT FOUND   NGS
 AH0281
 AH0281                          STATION DESCRIPTION
 AH0281
 AH0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AH0281'THE STATION IS LOCATED 5 MILES NORTHEAST OF CORPUS CHRISTI, 2-1/2
 AH0281'MILES SOUTHWEST OF PORTLAND, BETWEEN THE NUECES BAY CAUSEWAY AND
 AH0281'SHORE-LINE OF BAY AND ON THE EASTERLY EDGE OF AN ABANDONED RAILROAD
 AH0281'TRACK.
 AH0281'
 AH0281'STATION MARK IS A STANDARD DISK, CEMENTED IN THE TOP OF A 4-INCH
 AH0281'IRON PIPE, THAT IS ABOUT 5-FEET LONG, AND PROJECTS ABOVE THE SURFACE
 AH0281'OF THE GROUND ABOUT 12-INCHES AND IS STAMPED INDIAN POINT 2 1974.
 AH0281'IT IS 100 FEET SOUTH OF THE NORTHEAST END OF ABUTMENT AND
 AH0281'GUARD-RAIL OF NUECES BAY CAUSEWAY BRIDGE, 88 FEET SOUTHEAST OF THE
 AH0281'CAUSEWAY BRIDGE, 30 FEET NORTH-NORTHWEST OF THE WATER-LINE OF
 AH0281'BAY, 4 FEET SOUTH-SOUTHEAST OF A 4 X 4 INCH CONCRETE POST, THAT
 AH0281'PROJECTS ABOUT 2-FEET, 1.6 FEET NORTHWEST OF A RAIL GUARD POST
 AH0281'THAT PROJECTS ABOUT 2-FEET AND 1.6 FEET NORTHWEST OF A METAL
 AH0281'WITNESS POST.
 AH0281'
 AH0281'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 181 AND
 AH0281'FARM ROAD 893 IN PORTLAND, GO SOUTHWEST ON U.S. HWY. 181 FOR 2.5
 AH0281'MILES TO THE NORTHEAST END OF CAUSEWAY BRIDGE AND STATION ON THE
 AH0281'LEFT.
 AH0281'
 AH0281'REFERENCE MARK NO. 1 IS A CAST ALUMINUM MONUMENT (BERNTSEN W-1) THAT
 AH0281'PROJECTS ABOUT 4-INCHES AND THE CAST ALUMINUM DISK IS STAMPED INDIAN
 AH0281'POINT 2 NO 1 1974.  IT IS 32 FEET NORTHWEST OF THE WATER-LINE OF
 AH0281'BAY, 10 FEET EAST OF A 4 X 4 INCH CONCRETE POST, THAT PROJECTS
 AH0281'ABOUT 4 FEET, 9.6 FEET NORTHEAST OF A METAL WITNESS POST AND 9 FEET
 AH0281'NORTHEAST OF A RAIL GUARD POST THAT PROJECTS ABOUT 2 FEET.
 AH0281'
 AH0281'REFERENCE MARK NO. 2 IS A CAST ALUMINUM MONUMENT (BERNTSEN W-1)
 AH0281'THAT PROJECTS ABOUT 4-INCHES AND THE CAST ALUMINUM DISK IS STAMPED
 AH0281'INDIAN POINT 2 NO 2 1974.  IT IS 19 FEET NORTHWEST OF THE
 AH0281'WATER-LINE OF BAY, 15 FEET SOUTH OF A 4 X 4 INCH CONCRETE POST THAT
 AH0281'PROJECTS ABOUT 2 FEET, 12 FEET SOUTH OF A RAIL GUARD POST THAT
 AH0281'PROJECTS ABOUT 2 FEET AND 9.6 FEET SOUTH OF A METAL WITNESS POST.
 AH0281'
 AH0281'NEAREST TOWN--PORTLAND.
 AH0281
 AH0281                          STATION RECOVERY (1974)
 AH0281
 AH0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AH0281'2.5 MI SW FROM PORTLAND.
 AH0281'FROM THE INTERSECTION OF U.S. HIGHWAY 181 AND FARM ROAD 893 IN
 AH0281'PORTLAND, GO SOUTHWEST ON U.S. HWY. 181 FOR 2.5 MILES TO THE NORTHEAST
 AH0281'END OF CAUSEWAY BRIDGE AND MARK ON THE LEFT.  STANDARD TRIANGULATION
 AH0281'STATION DISK, CEMENTED IN THE TOP OF A 4-INCH IRON PIPE, THAT PROJECTS
 AH0281'ABOUT 12-INCHES AND IS STAMPED INDIAN POINT 2 1974. IT IS 100 FEET
 AH0281'SOUTH OF THE NORTHEAST END OF ABUTMENT AND GUARD RAIL OF NUECES BAY
 AH0281'CAUSEWAY BRIDGE, 88 FEET SOUTHEAST OF THE CAUSEWAY BRIDGE, 30 FEET
 AH0281'NORTH-NORTHEAST OF THE WATER-LINE OF BAY, 4 FEET SOUTH-SOUTHEAST OF A
 AH0281'4 X 4 INCH CONCRETE POST, THAT PROJECTS ABOUT 2-FEET, 1.6 FEET
 AH0281'NORTHWEST OF A RAIL GUARD POST, THAT PROJECTS ABOUT 2-FEET AND 1.6
 AH0281'FEET NORTHWEST OF A METAL WITNESS POST.
 AH0281
 AH0281                          STATION RECOVERY (1976)
 AH0281
 AH0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (PEC)
 AH0281'THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND
 AH0281'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 AH0281'REFERENCE MARKS WERE VERIFIED.
 AH0281'
 AH0281'AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME AND POLARIS WAS
 AH0281'OBSERVED.
 AH0281'
 AH0281'THE 1974 DESCRIPTION OF THE STATION IS ADEQUATE.
 AH0281'
 AH0281'AZIMUTH MARK IS A CAST ALUMINUM MONUMENT, THAT IS SET FLUSH WITH THE
 AH0281'GROUND AND THE ALUMINUM DISK IS STAMPED INDIAN POINT 2 AZIMUTH MARK
 AH0281'1976.  IT IS 93 FEET NORTHEAST OF THE CENTER-LINE OF SURFACE ROAD,
 AH0281'61 FEET NORTHWEST OF THE CENTER-LINE OF SURFACE ROAD, 46 FEET
 AH0281'SOUTH-SOUTHEAST OF THE CENTER-LINE OF THE NORTH BOUND TRAFFIC
 AH0281'LANE OF U.S. HIGHWAY 181, 1-FOOT SOUTHWEST OF A HI-LINE POLE AND 0.6
 AH0281'FEET SOUTH OF A METAL WITNESS POST.
 AH0281'
 AH0281'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON FRONTAGE ROAD
 AH0281'FOR 0.3 MILE TO AN EXIT OR ENTRANCE ROAD TO U.S. HWY 181 AND MARK 93
 AH0281'FEET NORTHEAST OF THE CENTER-LINE OF ROAD.
 AH0281'
 AH0281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PORTLAND SW 2-1/2
 AH0281'MILES.
 AH0281
 AH0281                          STATION RECOVERY (1984)
 AH0281
 AH0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AH0281'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.  THE
 AH0281'AZIMUTH MARK AND REFERENCE MARK 1 WAS NOT FOUND.  A NEW REFERENCE MARK
 AH0281'WAS SET AT THIS TIME, BUT NO PLACE SUITABLE WAS FOUND FOR AN AZIMUTH
 AH0281'MARK.  THE STATION IS PROBABLY A BENCH MARK BUT NO DATA WAS AVAILABLE
 AH0281'TO VERIFY IT.  THE STATION WILL SEE VARIOUS STATIONS AND MANY
 AH0281'INTERSECTION STATIONS FOR AN AZIMUTH.  THE STATION IS LOCATED 5.6 KM
 AH0281'(3.45 MI) NORTHEAST OF CORPUS CHRISTI, ON A TIP OF LAND KNOWN AS
 AH0281'INDIAN POINT, AT THE NORTHEAST END OF THE NUECES BAY CAUSEWAY, ON THE
 AH0281'NORTH SHORE OF CORPUS CHRISTI BAY AND AT THE DIVIDE OF CORPUS CHRISTI
 AH0281'BAY AND NUECES BAY.  TO REACH FROM THE NORTHEAST END OF THE NUECES BAY
 AH0281'CAUSEWAY ON STATE HIGHWAY 181, GO NORTHEAST ON THE HIGHWAY FOR 0.41 KM
 AH0281'(0.25 MI) TO A ROAD RIGHT.  TURN A SHARP RIGHT HEADING BACK SOUTHWEST
 AH0281'ALONG ACESS ROAD FOR 0.43 KM (0.25 MI) TO THE STATION ON THE LEFT.
 AH0281'STATION MARK, STAMPED---INDIAN POINT 2 1974---, IS A STANDARD DISK SET
 AH0281'IN TOP OF A PIPE FILLED WITH CONCRETE PROJECTING 40 CM.  IT IS 30.40
 AH0281'METERS (99.74 FT) EAST OF THE EAST ABUTMENT OF THE BRIDGE, 13.50
 AH0281'METERS (44.29 FT) SOUTHEAST OF THE CENTER OF THE ACCESS ROAD, 8.00
 AH0281'METERS (26.25 FT) NORTHWEST OF THE WATERLINE AND 0.95 METER (3.12 FT)
 AH0281'EAST OF A WITNESS POST.  REFERENCE MARK 2, STAMPED---INDIAN POINT 2 NO
 AH0281'2 1974---, IS A STANDARD DISK SET IN THE TOP OF A PIPE FILLED WITH
 AH0281'CONCRETE AND PROJECTS 15 CM.  IT IS 16.70 METERS (54.79 FT) SOUTHEAST
 AH0281'OF THE CENTERLINE OF THE ACCESS ROAD, 4.50 METERS (14.76 FT) NORTHWEST
 AH0281'OF THE WATERLINE AND 3.20 METERS (10.50 FT) SOUTH OF THE WITNESS POST.
 AH0281'THE MARK IS TOO CLOSE TO FOCUS ON WITH A T-3.  REFERENCE MARK 3,
 AH0281'STAMPED---INDIAN POINT 2 NO 3 1984---, IS A STANDARD DISK SET IN THE
 AH0281'TOP OF A ROUND CONCRETE POST THAT PROJECTS 1.0 CM.  IT IS 13.50 METERS
 AH0281'(44.29 FT) SOUTH OF THE CENTER OF THE ACCESS ROAD, 10.36 METERS (33.99
 AH0281'FT) EAST OF THE WITNESS POST AND 7.98 METERS (26.18 FT) NORTHWEST OF
 AH0281'THE WATERLINE.
 AH0281
 AH0281                          STATION RECOVERY (1985)
 AH0281
 AH0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH0281'THE STATION WAS RECOVERED AT THIS DATE.
 AH0281'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WAS
 AH0281'RECOVERED IN GOOD CONDITION. THE DISTANCE AND DIRECTION TO
 AH0281'REFERENCE MARK 2 COMPARED FAVORABLY WITH THE 1974 DATA. THE 1984
 AH0281'MARK MAINTAINS DATA FOR REFERENCE MARK 3 AND THE AZIMUTH MARK WAS
 AH0281'NOT AVAILABLE AT THIS TIME FOR A COMPARSION.
 AH0281'
 AH0281'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 AH0281'NORTHEAST OF CORPUS CHRISTI, 4.8 KM (3.0 MI) SOUTHWEST OF PORTLAND
 AH0281'AND ON THE NORTHWEST SHORE OF CORPUS CHRISTI BAY.
 AH0281'OWNERSHIP--STATE DEPT OF HIGHWAYS AND PUBLIC TRANSP, 1701 S PADRE
 AH0281'ISLAND DR, CORPUS CHRISTI TX 78416, PHONE 512-855-8281.
 AH0281'
 AH0281'TO REACH THE STATION FROM THE NORTHEAST END OF THE NUECES BAY
 AH0281'CAUSEWAY BRIDGE (STATE HIGHWAY 181) WHICH IS JUST NORTHEAST OF
 AH0281'CORPUS CHRISTI, GO NORTHEAST ON HIGHWAY FOR 0.4 KM (0.25 MI) TO A
 AH0281'ROAD RIGHT AND THE AZIMUTH MARK ON THE LEFT. TURN DOUBLE RIGHT,
 AH0281'SOUTHWEST, ON PAVED ROAD FOR 0.4 KM (0.25 MI) TO THE STATION ON THE
 AH0281'LEFT.
 AH0281'
 AH0281'THE STATION IS A STANDARD NGS DISK
 AH0281'STAMPED---INDIAN POINT 2 1974---,
 AH0281'SET INTO THE TOP OF A METAL PIPE IMBEDDED IN A MASS OF CONCRETE
 AH0281'PROJECTING 38 CM ABOVE GROUND. LOCATED
 AH0281'13.26 METERS (43.5 FT) SOUTH FROM THE CENTERLINE OF THE FRONTAGE
 AH0281'ROAD,
 AH0281'8.69 METERS (28.5 FT) NORTH FROM THE HIGH WATER LINE AND
 AH0281'0.9 METER (3.0 FT) NORTHEAST FROM A WITNESS POST.
 AH0281'
 AH0281'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AH0281'STAMPED---INDIAN POINT 2 NO 2 1974---,
 AH0281'SET INTO THE TOP OF A METAL PIPE IMBEDDED IN A MASS OF CONCRETE
 AH0281'PROJECTING 14 CM ABOVE GROUND. LOCATED
 AH0281'16.2 METERS (53.0 FT) SOUTH FROM THE CENTERLINE OF THE FRONTAGE
 AH0281'ROAD,
 AH0281'5.0 METERS (16.5 FT) NORTH FROM THE HIGH WATER LINE AND
 AH0281'3.5 METERS (11.5 FT) SOUTH FROM A WITNESS POST.
 AH0281'MARK IS LEVEL WITH THE STATION.
 AH0281'
 AH0281'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 AH0281'STAMPED---INDIAN POINT 2 NO 3 1984---,
 AH0281'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH0281'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AH0281'12.5 METERS (41.0 FT) SOUTH FROM THE CENTERLINE OF THE FRONTAGE
 AH0281'ROAD,
 AH0281'10.7 METERS (35.0 FT) NORTHEAST FROM A WITNESS POST AND
 AH0281'9.8 METERS (32.0 FT) NORTH FROM THE HIGH WATER LINE.
 AH0281'MARK IS LEVEL WITH THE STATION.
 AH0281'
 AH0281'AZIMUTH MARK NO. 1 IS A ALUMINUM DISK
 AH0281'STAMPED---INDIAN POINT 2 AZIMUTH MARK 1976---,
 AH0281'IS A CAST ALUMINUM MONUMENT, THAT IS SET FLUSH WITH
 AH0281'THE GROUND. LOCATED
 AH0281'14.3 METERS (47.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE NORTH
 AH0281'BOUND LANE OF HIGHWAY 181,
 AH0281'18.0 METERS (59.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 AH0281'OF THE FRONTAGE ROAD AND
 AH0281'0.79 METER (2.6 FT) SOUTHWEST FROM A WITNESS POST.
 AH0281'
 AH0281'HEIGHT OF LIGHT SHOWN WAS 4.1 METERS ABOVE THE MARK.
 AH0281'
 AH0281'AN EDM TIE WAS MADE TO INDIAN POINT 2 1974 AZ MK.
 AH0281'
 AH0281'DESCRIBED BY D. L. MCFARLAND.
 AH0281
 AH0281                          STATION RECOVERY (1997)
 AH0281
 AH0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (HAS)
 AH0281'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0281'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1760 ***********************************************************************
 AH1760  DESIGNATION -  INDIAN POINT 2 AZ MK
 AH1760  PID         -  AH1760
 AH1760  STATE/COUNTY-  TX/SAN PATRICIO
 AH1760  USGS QUAD   -  PORTLAND (1975)
 AH1760
 AH1760                         *CURRENT SURVEY CONTROL
 AH1760  ___________________________________________________________________
 AH1760* NAD 83(1993)-  27 51 18.69895(N)    097 21 15.76787(W)     ADJUSTED  
 AH1760* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 AH1760  ___________________________________________________________________
 AH1760  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH1760  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AH1760
 AH1760  HORZ ORDER  -  SECOND
 AH1760
 AH1760.The horizontal coordinates were established by classical geodetic methods
 AH1760.and adjusted by the National Geodetic Survey in February 1996..
 AH1760
 AH1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1760
 AH1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1760
 AH1760.The geoid height was determined by GEOID03.
 AH1760
 AH1760;                    North         East     Units Scale Factor Converg.
 AH1760;SPC TX S     - 5,242,991.906   412,834.686   MT  1.00000561   +0 31 12.4
 AH1760;SPC TX S     -17,201,382.61  1,354,441.80   sFT  1.00000561   +0 31 12.4
 AH1760;UTM  14      - 3,082,249.051   662,029.933   MT  0.99992405   +0 46 08.6
 AH1760
 AH1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1760!SPC TX S     -   1.00000318  x   1.00000561  =   1.00000879
 AH1760!UTM  14      -   1.00000318  x   0.99992405  =   0.99992723
 AH1760
 AH1760                          SUPERSEDED SURVEY CONTROL
 AH1760
 AH1760  NAD 83(1986)-  27 51 18.70251(N)    097 21 15.74809(W) AD(       ) 2
 AH1760  NGVD 29 (06/28/90)    7.     (m)           23.     (f) VERT ANG       
 AH1760
 AH1760.Superseded values are not recommended for survey control.
 AH1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1760.See file dsdata.txt to determine how the superseded data were derived.
 AH1760
 AH1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6203082249(NAD 83)
 AH1760_MARKER: DD = SURVEY DISK
 AH1760_SETTING: 0 = UNSPECIFIED SETTING
 AH1760_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH1760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1760
 AH1760  HISTORY     - Date     Condition        Report By
 AH1760  HISTORY     - 1985     MONUMENTED       NGS
 AH1760  HISTORY     - 19970201 MARK NOT FOUND   NGS
 AH1760
 AH1760                          STATION DESCRIPTION
 AH1760
 AH1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1760'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 AH1760'NORTHEAST OF CORPUS CHRISTI, 4.8 KM (3.0 MI) SOUTHWEST OF PORTLAND
 AH1760'AND ON THE NORTHWEST SHORE OF CORPUS CHRISTI BAY.
 AH1760'OWNERSHIP--STATE DEPT OF HIGHWAYS AND PUBLIC TRANSP, 1701 S PADRE
 AH1760'ISLAND DR, CORPUS CHRISTI TX 78416, PHONE 512-855-8281.
 AH1760'
 AH1760'TO REACH THE STATION FROM THE NORTHEAST END OF THE NUECES BAY
 AH1760'CAUSEWAY BRIDGE (STATE HIGHWAY 181) WHICH IS JUST NORTHEAST OF
 AH1760'CORPUS CHRISTI, GO NORTHEAST ON HIGHWAY FOR 0.4 KM (0.25 MI) TO A
 AH1760'ROAD RIGHT AND THE STATION ON THE LEFT.
 AH1760'
 AH1760'THE STATION IS A STANDARD NGS DISK
 AH1760'STAMPED---INDIAN POINT 2 AZIMUTH MARK 1976---,
 AH1760'IS A CAST ALUMINUM MONUMENT, THAT IS SET FLUSH WITH THE
 AH1760'GROUND. LOCATED
 AH1760'14.3 METERS (47.0 FT) SOUTHEAST FROM THE CENTERLINE OF THE NORTH
 AH1760'BOUND LAND OF HIGHWAY 181,
 AH1760'18.0 METERS (59.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 AH1760'OF THE FRONTAGE ROAD AND
 AH1760'0.79 METER (2.6 FT) SOUTHWEST FROM A WITNESS POST.
 AH1760'
 AH1760'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 AH1760'
 AH1760'AN EDM TIE WAS MADE TO INDIAN POINT 2 1974.
 AH1760'
 AH1760'DESCRIBED BY D. L. MCFARLAND.
 AH1760
 AH1760                          STATION RECOVERY (1997)
 AH1760
 AH1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (HAS)
 AH1760'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH1760'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0282 ***********************************************************************
 AH0282  DESIGNATION -  INDIAN POINT 2 RM 1
 AH0282  PID         -  AH0282
 AH0282  STATE/COUNTY-  TX/SAN PATRICIO
 AH0282  USGS QUAD   -  PORTLAND (1975)
 AH0282
 AH0282                         *CURRENT SURVEY CONTROL
 AH0282  ___________________________________________________________________
 AH0282* NAD 83(1993)-  27 51 09.25596(N)    097 21 28.45527(W)     ADJUSTED  
 AH0282* NAVD 88     -         1.55   (+/-2cm)       5.1    (feet)  VERTCON   
 AH0282  ___________________________________________________________________
 AH0282  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH0282  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AH0282
 AH0282  HORZ ORDER  -  SECOND
 AH0282  VERT ORDER  -  THIRD (See Below)
 AH0282
 AH0282.The horizontal coordinates were established by classical geodetic methods
 AH0282.and adjusted by the National Geodetic Survey in February 1996..
 AH0282
 AH0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0282.The vertical order pertains to the NGVD 29 superseded value.
 AH0282
 AH0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0282
 AH0282.The geoid height was determined by GEOID03.
 AH0282
 AH0282;                    North         East     Units Scale Factor Converg.
 AH0282;SPC TX S     - 5,242,698.091   412,490.212   MT  1.00000493   +0 31 06.7
 AH0282;SPC TX S     -17,200,418.65  1,353,311.64   sFT  1.00000493   +0 31 06.7
 AH0282;SPC TXSC     - 4,003,267.975   761,765.058   MT  1.00019460   +0 48 16.1
 AH0282;SPC TXSC     -13,134,055.01  2,499,224.19   sFT  1.00019460   +0 48 16.1
 AH0282;UTM  14      - 3,081,953.767   661,686.767   MT  0.99992268   +0 46 02.5
 AH0282
 AH0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0282!SPC TX S     -   1.00000393  x   1.00000493  =   1.00000886
 AH0282!SPC TXSC     -   1.00000393  x   1.00019460  =   1.00019854
 AH0282!UTM  14      -   1.00000393  x   0.99992268  =   0.99992661
 AH0282
 AH0282                          SUPERSEDED SURVEY CONTROL
 AH0282
 AH0282  NAD 83(1986)-  27 51 09.25878(N)    097 21 28.43591(W) AD(       ) 2
 AH0282  NGVD 29 (01/29/03)    1.74   (m)            5.7    (f) RESET       3  
 AH0282
 AH0282.Superseded values are not recommended for survey control.
 AH0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0282.See file dsdata.txt to determine how the superseded data were derived.
 AH0282
 AH0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6168781954(NAD 83)
 AH0282_MARKER: DD = SURVEY DISK
 AH0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0282_STAMPING: INDIAN POINT 2 NO 1 1974
 AH0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0282+STABILITY: SURFACE MOTION
 AH0282
 AH0282  HISTORY     - Date     Condition        Report By
 AH0282  HISTORY     - 1974     MONUMENTED       NGS
 AH0282
 AH0282                          STATION DESCRIPTION
 AH0282
 AH0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0282'2 MI SW FROM PORTLAND.
 AH0282'FROM THE INTERSECTION OF U.S. HIGHWAY 181 AND FARM ROAD 893 IN
 AH0282'PORTLAND, GO SOUTHWEST ON U.S. HIGHWAY 181 FOR 2.5 MILES TO THE
 AH0282'NORTHEAST END OF CAUSEWAY BRIDGE AND MARK ON THE LEFT.  THE MARK IS A
 AH0282'2-INCH CAST ALUMINUM (BRENTSEN A-1) PIPE, WITH A 3-1/4 INCH CAST
 AH0282'ALUMINUM DISK, THAT IS STAMPED INDIAN POINT 2 NO 1 1974, AND PROJECTS
 AH0282'ABOUT 4-INCHES.  IT IS 32 FEET NORTHWEST OF THE WATER-LINE OF BAY, 10
 AH0282'FEET EAST OF A 4 X 4 INCH CONCRETE POST, THAT PROJECTS ABOUT 2-FEET,
 AH0282'9.6 FEET NORTHEAST OF A RAIL GUARD POST, THAT PROJECTS ABOUT 2-FEET
 AH0282'AND 9.6 FEET NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0283 ***********************************************************************
 AH0283  DESIGNATION -  INDIAN POINT 2 RM 2
 AH0283  PID         -  AH0283
 AH0283  STATE/COUNTY-  TX/SAN PATRICIO
 AH0283  USGS QUAD   -  PORTLAND (1975)
 AH0283
 AH0283                         *CURRENT SURVEY CONTROL
 AH0283  ___________________________________________________________________
 AH0283* NAD 83(1986)-  27 51 09.     (N)    097 21 28.     (W)     SCALED    
 AH0283* NAVD 88     -         1.42   (+/-2cm)       4.7    (feet)  VERTCON   
 AH0283  ___________________________________________________________________
 AH0283  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AH0283
 AH0283  VERT ORDER  -  THIRD (See Below)
 AH0283
 AH0283.The horizontal coordinates were scaled from a topographic map and have
 AH0283.an estimated accuracy of +/- 6 seconds.
 AH0283
 AH0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0283.The vertical order pertains to the NGVD 29 superseded value.
 AH0283
 AH0283.The geoid height was determined by GEOID03.
 AH0283
 AH0283;                    North         East    Units  Estimated Accuracy
 AH0283;SPC TX S     - 5,242,690.      412,500.      MT  (+/- 180 meters Scaled)
 AH0283
 AH0283                          SUPERSEDED SURVEY CONTROL
 AH0283
 AH0283  NGVD 29 (01/29/03)    1.61   (m)            5.3    (f) RESET       3  
 AH0283
 AH0283.Superseded values are not recommended for survey control.
 AH0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0283.See file dsdata.txt to determine how the superseded data were derived.
 AH0283
 AH0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR616819(NAD 83)
 AH0283_MARKER: DR = REFERENCE MARK DISK
 AH0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0283_STAMPING: INDIAN POINT 2 NO 2 1974
 AH0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0283+STABILITY: SURFACE MOTION
 AH0283
 AH0283  HISTORY     - Date     Condition        Report By
 AH0283  HISTORY     - 1974     MONUMENTED       NGS
 AH0283  HISTORY     - 19970201 MARK NOT FOUND   NGS
 AH0283
 AH0283                          STATION DESCRIPTION
 AH0283
 AH0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0283'2.5 MI SW FROM PORTLAND.
 AH0283'FROM THE INTERSECTION OF U.S. HIGHWAY 181 AND FARM ROAD 893, IN
 AH0283'PORTLAND, GO SOUTHWEST ON U.S. HIGHWAY 181 FOR 2.5 MILES TO THE
 AH0283'CAUSEWAY BRIDGE AND MARK ON THE LEFT.  THE MARK IS A 2-INCH CAST
 AH0283'ALUMINUM (BRENTSEN A-1) PIPE, WITH A 3-1/4 INCH CAST ALUMINUM DISK,
 AH0283'THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED INDIAN POINT 2 NO 2 1974.
 AH0283'IT IS 19 FEET NORTHWEST OF THE WATER-LINE OF BAY, 15 FEET SOUTH OF A 4
 AH0283'X 4 INCH CONCRETE POST, THAT PROJECTS ABOUT 2 FEET, 12 FEET SOUTH OF A
 AH0283'RAIL GUARD POST, THAT PROJECTS ABOUT 2 FEET AND 9.6 FEET SOUTH OF A
 AH0283'METAL WITNESS POST.
 AH0283
 AH0283                          STATION RECOVERY (1997)
 AH0283
 AH0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (HAS)
 AH0283'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0283'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0746 ***********************************************************************
 DO0746  DESIGNATION -  INDIAN RESET
 DO0746  PID         -  DO0746
 DO0746  STATE/COUNTY-  TX/JACK
 DO0746  USGS QUAD   -  LYNN CREEK (1981)
 DO0746
 DO0746                         *CURRENT SURVEY CONTROL
 DO0746  ___________________________________________________________________
 DO0746* NAD 83(1993)-  33 19 30.40980(N)    098 17 33.58245(W)     ADJUSTED  
 DO0746* NAVD 88     -       396.06   (+/-2cm)    1299.4    (feet)  VERTCON   
 DO0746  ___________________________________________________________________
 DO0746  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DO0746  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DO0746
 DO0746  HORZ ORDER  -  FIRST
 DO0746  VERT ORDER  -  THIRD ? (See Below)
 DO0746
 DO0746.The horizontal coordinates were established by classical geodetic methods
 DO0746.and adjusted by the National Geodetic Survey in February 1996..
 DO0746
 DO0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0746.The vertical order pertains to the NGVD 29 superseded value.
 DO0746
 DO0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0746
 DO0746.The geoid height was determined by GEOID03.
 DO0746
 DO0746;                    North         East     Units Scale Factor Converg.
 DO0746;SPC TXNC     - 2,183,924.986   619,302.794   MT  0.99988397   +0 06 47.1
 DO0746;SPC TXNC     - 7,165,093.89  2,031,829.25   sFT  0.99988397   +0 06 47.1
 DO0746;UTM  14      - 3,687,553.299   565,833.853   MT  0.99965343   +0 23 19.0
 DO0746
 DO0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0746!SPC TXNC     -   0.99994221  x   0.99988397  =   0.99982619
 DO0746!UTM  14      -   0.99994221  x   0.99965343  =   0.99959566
 DO0746
 DO0746|---------------------------------------------------------------------|
 DO0746| PID    Reference Object                     Distance      Geod. Az  |
 DO0746|                                                           dddmmss.s |
 DO0746| CX8364 INDIAN RM 2                          17.179 METERS 11443     |
 DO0746| DO0731 JACKSBORO JAIL CUPOLA               APPROX.17.4 KM 1332057.2 |
 DO0746| CX8362 INDIAN RM                            13.330 METERS 18706     |
 DO0746| CX8363 INDIAN RM 1                          13.318 METERS 19453     |
 DO0746| DO0750 ANTELOPE                            APPROX.19.5 KM 3312542.3 |
 DO0746|---------------------------------------------------------------------|
 DO0746
 DO0746                          SUPERSEDED SURVEY CONTROL
 DO0746
 DO0746  NAD 83(1993)-  33 19 30.41070(N)    098 17 33.58042(W) AD(       ) 1
 DO0746  NAD 83(1986)-  33 19 30.41216(N)    098 17 33.56879(W) AD(       ) 1
 DO0746  NAD 27      -  33 19 30.01000(N)    098 17 32.39600(W) AD(       ) 1
 DO0746  NGVD 29 (07/19/86)  396.03   (m)         1299.3    (f) LEVELING    3  
 DO0746
 DO0746.Superseded values are not recommended for survey control.
 DO0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0746.See file dsdata.txt to determine how the superseded data were derived.
 DO0746
 DO0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB6583487553(NAD 83)
 DO0746_MARKER: DS = TRIANGULATION STATION DISK
 DO0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0746
 DO0746  HISTORY     - Date     Condition        Report By
 DO0746  HISTORY     - 1935     MONUMENTED       CGS
 DO0746  HISTORY     - 1937     GOOD             TXHD
 DO0746  HISTORY     - 1940     GOOD             TXGS
 DO0746  HISTORY     - 1947     GOOD             LOCSUR
 DO0746  HISTORY     - 1950     GOOD             CGS
 DO0746  HISTORY     - 1960     GOOD             CGS
 DO0746  HISTORY     - 1963     GOOD             USGS
 DO0746  HISTORY     - 1966     GOOD             CGS
 DO0746  HISTORY     - 1975     GOOD             NGS
 DO0746  HISTORY     - 1978     GOOD             NGS
 DO0746
 DO0746                          STATION DESCRIPTION
 DO0746
 DO0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DO0746'STATION IS ABOUT 10-1/2 MILES NW OF JACKSBORO, ABOUT 9 MILES
 DO0746'SE OF ANTELOPE, ON THE HIGHEST POINT OF THE SOUTHWESTERLY OF
 DO0746'THREE PROMINENT HILLS KNOWN AS INDIAN HILLS.  THE SURFACE MARK
 DO0746'AT THIS STATION HAD BEEN DESTROYED.  A MASS OF CONCRETE WITH THE
 DO0746'IMPRINT OF A FOUR-INCH TILE IN IT WAS FOUND ON THE SURFACE
 DO0746'OF THE GROUND NEAR THE HOLE FROM WHICH IT WAS REMOVED.  CONTRARY
 DO0746'TO THE ORIGINAL DESCRIPTION IT IS BELIEVED THAT NO SUBSURFACE
 DO0746'MARK WAS EVER SET HERE FOR BEDROCK WAS HIT 30 INCHES BELOW THE
 DO0746'SURFACE OF THE GROUND.  THE OLD REFERENCE MARK, A 3/4-INCH
 DO0746'DRILL HOLE 1-1/2 INCHES DEEP SURROUNDED BY A CHISELED
 DO0746'TRIANGLE IN ROCK OUTCROP WAS FOUND.  IT WAS PLANNED TO
 DO0746'RE-LOCATE THE OLD STATION SITE BY OCCUPYING THE OLD
 DO0746'REFERENCE MARK AND TURNING OFF THE COMPUTED ANGLE FROM A MAIN
 DO0746'SCHEME STATION (234 DEG 36 MIN 40 SEC FROM MOORE OR 295 DEG 28
 DO0746'MIN 50 SEC FROM SPRADLING) AND SETTING A NEW MARK AS
 DO0746'DETERMINED BY THIS ANGLE AND THE OLD REFERENCE MARK
 DO0746'DISTANCE.  IT WAS FOUND THAT THE DISTANCE CHECKED TO THE
 DO0746'APPROXIMATE CENTER OF THE HOLE IN WHICH THE OLD MARK SET BUT
 DO0746'THE ANGLES AS COMPUTED AND TURNED OFF FAILED TO HIT THE
 DO0746'HOLE BY ABOUT 8 DEGREES OR 6 TO 8 FEET.  DIGGING AT THE POINT
 DO0746'FIXED BY THE ANGLES AND DISTANCE INDICATED BEYOND DOUBT THAT
 DO0746'NO MARK HAD EVER BEEN SET THERE FOR THE LAYERS OF EARTH HAD
 DO0746'NEVER BEEN DISTURBED AND ROCK WAS HIT ABOUT 15 INCHES
 DO0746'BELOW THE SURFACE.  IT THEN SEEMED CONCULSIVE THAT THE BEARING
 DO0746'OF S 7 DEG 06 MIN W FROM THE OLD STATION TO THE OLD REFERENCE
 DO0746'MARK, AS PUBLISHED, WAS IN ERROR, DUE EITHER TO AN ERROR IN
 DO0746'COMPUTATION OR IN OBSERVING THE ORIGINAL DIRECTION TO THE
 DO0746'REFERENCE MARK.  UNDER THESE CIRCUMSTANCES IT WAS IMPOSSIBLE TO
 DO0746'RE-LOCATE THE EXACT CENTER OF THE OLD MARK AND A NEW MARK WAS
 DO0746'CENTERED IN THE HOLE FROM WHICH THE OLD MARK HAD BEEN REMOVED
 DO0746'AND AT A DISTANCE OF 43.70 FEET FROM THE OLD REFERENCE MARK
 DO0746'AS ORIGINALLY MEASURED.  IT IS BELIEVED THAT THE CENTER OF
 DO0746'THE STATION AS MARKED NOW IS WITHIN 0.2 FOOT OF THE ORIGINAL
 DO0746'CENTER.  IF THIS MUCH IN ERROR IT WOULD EFFECT THE OLD
 DO0746'MAIN SCHEME LINES BY NOT MORE THAN ONE IN SEVENTY-FIVE
 DO0746'THOUSAND.  THE STATION IS NOW MARKED BY A SUBSURFACE MARK
 DO0746'IN DRILL HOLE IN BEDROCK 30 INCHES BELOW THE SURFACE.
 DO0746'
 DO0746'THE SURFACE MARK IS A STANDARD MARK, STAMPED INDIAN 1902 1935,
 DO0746'EMBEDDED IN A CONCRETE BLOCK WHICH PROJECTS 2 INCHES.
 DO0746'
 DO0746'REFERENCE MARK NO. 1 IS A STANDARD MARK CEMENTED IN THE DRILL
 DO0746'HOLE THAT WAS THE ORIGINAL MARK.  IT IS STAMPED INDIAN 1902 1935.
 DO0746'
 DO0746'REFERENCE MARK NO. 2 IS A STANDARD MARK, STAMPED INDIAN 1935,
 DO0746'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 DO0746'
 DO0746'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 65.16 FEET.
 DO0746'
 DO0746'REACHED FROM COURTHOUSE IN JACKSBORO BY FOLLOWING ROUTE 66 NW
 DO0746'10.8 MILES, THEN RIGHT ON DIRT ROAD 1-3/4 MILES TO GATE TO
 DO0746'LEFT INTO PASTURE.  THEN INTO THE PASTURE AND THROUGH PASTURE
 DO0746'TO W AND N TO THE FOOT OF THE HILL WHICH IS VISIBLE FROM THE
 DO0746'GATE.
 DO0746
 DO0746                          STATION RECOVERY (1937)
 DO0746
 DO0746'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0746'STATION AND REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED AND IN
 DO0746'GOOD CONDITION.  NO ATTEMPT MADE TO LOCATE REFERENCE MARK NO. 2.
 DO0746'THE FOLLOWING CHANGE IN REACHING POSITION TO BE NOTED.  LEAVE
 DO0746'HIGHWAY 66 AT THE POINT WHERE HIGHWAY 199 BRANCHES OFF TO THE
 DO0746'W.  THIS INTERSECTION IS 11.5 MILES NW FROM COURTHOUSE IN
 DO0746'JACKSBORO.  THENCE E FROM THIS INTERSECTION 0.5 MILE.  THEN
 DO0746'NORTHERLY 1.25 MILES TO GATE TO LEFT INTO PASTURE, ETC.
 DO0746
 DO0746                          STATION RECOVERY (1940)
 DO0746
 DO0746'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1940
 DO0746'ORIGINAL DESCRIPTION IS TOO BRIEF TO PERMIT RECOGNITION OF
 DO0746'ORIGINAL ROUTE OF APPROACH NOW ALTERED BY LOCAL CHANGES.
 DO0746'HOWEVER INDIAN HILLS ARE STILL KNOWN LOCALLY BY THE SAME
 DO0746'NAME AND CAN BE DISCOVERED BY INQUIRY AT RANCH HOUSES IN
 DO0746'VICINITY.  U.S.C. AND G.S. REPLACED MARKERS IN 1935.  THESE
 DO0746'WERE RECOVERED IN GOOD CONDITION.
 DO0746
 DO0746                          STATION RECOVERY (1947)
 DO0746
 DO0746'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (FJP)
 DO0746'STATION RECOVERED IN GOOD CONDITION.
 DO0746
 DO0746                          STATION RECOVERY (1950)
 DO0746
 DO0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (APR)
 DO0746'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DO0746
 DO0746                          STATION RECOVERY (1960)
 DO0746
 DO0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DO0746'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DO0746'
 DO0746'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DO0746
 DO0746                          STATION RECOVERY (1963)
 DO0746
 DO0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DO0746'STATION MARK--STANDARD USC AND GS METAL DISK SET IN TOP OF CONCRETE
 DO0746'BLOCK.
 DO0746
 DO0746                          STATION RECOVERY (1966)
 DO0746
 DO0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0746'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DO0746'IN GOOD CONDITION.  AN AZIMUTH MARK WAS SET.  FOLLOWING IS A NEW
 DO0746'TO REACH THE STATION.
 DO0746'
 DO0746'TO REACH THE STATION FROM JERMYN, GO EAST ON STATE HIGHWAY 199
 DO0746'FOR 0.9 MILE TO THE JUNCTION WITH FARM ROAD 1191.  TURN LEFT AND
 DO0746'GO NORTH ON FARM ROAD 1191 FOR 0.9 MILE TO A FARM HOUSE ON THE
 DO0746'RIGHT.  CONTINUE NORTH ON THE FARM ROAD FOR 1.3 MILES TO A
 DO0746'CROSSROAD.  TURN RIGHT AND GO EAST ON GRADED ROAD FOR 3.25
 DO0746'MILES TO THE JUNCTION WITH U.S. HIGHWAY 281.  CONTINUE STRAIGHT
 DO0746'AHEAD, EAST, ON DIRT ROAD FOR 0.25 MILE TO THE HOME OF MR.
 DO0746'RICHARD MARTIN ON THE LEFT, A KEY CAN BE OBTAINED HERE FOR
 DO0746'LOCKED GATE.  CONTINUE EAST ON DIRT ROAD FOR 0.25 MILE TO A
 DO0746'T-ROAD JUNCTION.  TURN LEFT AND GO NORTHEAST AND NORTH ON
 DO0746'GRADED ROAD FOR 1.25 MILES TO A SMALL WOODEN SHELTER BOOTH AND
 DO0746'LOCKED WIRE GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH
 DO0746'GATE AND GO NORTH ON TRACK ROAD FOR 0.45 MILE TO A
 DO0746'FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST ON TRACK ROAD
 DO0746'FOR 0.2 MILE TO A DIM FORK AND A CULTIVATED FIELD ON THE LEFT.
 DO0746'TAKE THE RIGHT FORK, ACROSS PASTURE FOR 0.35 MILE TO A WIRE
 DO0746'GATE AND THE AZIMUTH MARK.  PASS THROUGH GATE, THEN TURN
 DO0746'RIGHT AND FOLLOW DIM BULLDOZED TRAIL EASTERLY, ALONG
 DO0746'THE NORTH SIDE OF A FENCE FOR 0.35 MILE TO THE BASE OF A
 DO0746'ROCKY BUTTE AND END OF TRUCK TRAVEL.  PACK EAST UP ROCKY
 DO0746'SLOPE FOR ABOUT 1/4 MILE TO THE HIGHEST POINT AND STATION.
 DO0746'
 DO0746'THE ABOVE INFORMATION FURNISHED BY RECONNAISSANCE PARTY AND
 DO0746'BUILDING FOREMAN.
 DO0746'
 DO0746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 DO0746'SOUTHEAST OF ANTELOPE
 DO0746
 DO0746                          STATION RECOVERY (1975)
 DO0746
 DO0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0746'NO DISTANT REFERENCE MARK ESTABLISHED DUE TO HEAVY BRUSH AROUND
 DO0746'STATION.
 DO0746'
 DO0746'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH ON LINE.
 DO0746'
 DO0746'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DO0746'AND FOUND IN GOOD CONDITION AS DESCRIBED IN 1935.  THE DIRECTIONS
 DO0746'AND DISTANCE CHECKED THE 1935 OBSERVATIONS ADEQUATE.  A COMPLETE
 DO0746'DESCRIPTION FOLLOWS.
 DO0746'
 DO0746'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF JACKSBORO,
 DO0746'7 MILES NORTHEAST OF JERMYN AND ON LAND OWNED BY MR. SHERDON
 DO0746'JONES, JERMYN, TEXAS.
 DO0746'
 DO0746'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DO0746'380, 381 AND STATE HIGHWAYS 59 AND 199 AT THE SQUARE IN JACKSBORO,
 DO0746'GO NORTH-NORTHWEST ON U.S. HIGHWAY 281 AND STATE HIGHWAY
 DO0746'199 FOR 7.5 MILES TO WHERE STATE HIGHWAY 199 TURNS LEFT, CONTINUE
 DO0746'NORTHERLY ON U.S. HIGHWAY 281 FOR 5.7 MILES TO A CROSSROAD AND
 DO0746'SIGN LYNN CREEK CEMETERY.  TURN RIGHT AND GO EASTERLY ON A
 DO0746'BLADED ROAD FOR 1.35 MILES TO A RANCH HOUSE ON THE RIGHT AND
 DO0746'TWO IRON GATES.  PASS THROUGH THE LEFT ONE OF TWO GATES AND GO
 DO0746'0.05 MILE TO A FORK, KEEP THE LEFT FORK AND GO 0.3 MILE TO
 DO0746'A FORK, KEEP LEFT FORK CROSSING A CREEK AND GO UPHILL FOR
 DO0746'0.15 MILE TO A REVERSE FORK, CONTINUE ON TRACK ROAD FOR 0.1
 DO0746'MILE TO A FORK, KEEP RIGHT FORK AND GO 0.2 MILE TO A FORK,
 DO0746'KEEP LEFT FORK FOR 0.3 MILE TO A IRON GATE AND CORRAL ON THE
 DO0746'RIGHT, PASS THROUGH THE IRON GATE AND GO ABOUT 120 FEET
 DO0746'TO A THREE WAY FORK AND A WIRE GATE ON THE RIGHT, PASS
 DO0746'THROUGH GATE AND GO DOWN HILL FOR 0.2 MILE TO A SMALL
 DO0746'POND ON THE LEFT, KEEP LEFT FORK AND GO 0.1 MILE TO A
 DO0746'CREEK, CONTINUE FOR 0.25 MILE TO A CORRAL ON THE LEFT,
 DO0746'CONTINUE FOR 0.1 MILE TO A FORK, KEEP RIGHT FORK FOR
 DO0746'0.1 MILE TO A FORK, KEEP LEFT FORK FOR 0.5 MILE TO A SMALL
 DO0746'POND ON THE LEFT.  FROM THIS POINT A FOUR WHEEL DRIVE TRUCK
 DO0746'CAN BE DRIVEN SOUTHEAST, EAST AND NORTHEAST ALONG
 DO0746'SPARCELY WOODED RIDGE TO THE END OF TRUCK TRAVEL.  HERE PACK UP
 DO0746'RIDGE TO THE STATION ON THE HIGHEST PART OF RIDGE.  A 20 MINUTE
 DO0746'PACK.
 DO0746'
 DO0746'STATION MARKS ARE STANDARD DISKS STAMPED INDIAN 1902 1935.
 DO0746'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DO0746'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 DO0746'IS ON THE HIGHEST PART OF A TREE COVERED RIDGE.  THE UNDERGROUND
 DO0746'DISK IS CEMENTED IN A DRILL HOLE IN BEDROCK 30 INCHES BELOW THE
 DO0746'GROUND SURFACE.
 DO0746'
 DO0746'REFERENCE MARK 1, A STANDARD DISK STAMPED INDIAN 1902 NO 1
 DO0746'1935, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 DO0746'IS FLUSH WITH THE GROUND SURFACE.
 DO0746'
 DO0746'REFERENCE MARK 2, A STANDARD DISK STAMPED INDIAN NO 2 1935, IS
 DO0746'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 DO0746'WITH THE GROUND SURFACE.
 DO0746'
 DO0746'HEIGHT OF LIGHT ABOVE STATION MARK 5.2 FEET.
 DO0746'
 DO0746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DO0746'NORTHWEST OF JACKSBORO.
 DO0746
 DO0746                          STATION RECOVERY (1978)
 DO0746
 DO0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0746'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 DO0746'GOOD CONDITION.  THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH
 DO0746'MARK.  THE DIRECTION TO THE REFERENCE MARKS CHECKED BUT A
 DO0746'SHORTER DISTANCE OF 0.007 METER TO REFERENCE MARK 1 AND 0.005
 DO0746'METER TO REFERENCE MARK 2 WAS NOTED.  TREES ARE TO NUMEROUS TO
 DO0746'MEASURE BETWEEN REFERENCE MARKS.  A NEW DESCRIPTION FOLLOWS.
 DO0746'
 DO0746'THE STATION IS LOCATED ON A HIGH (FOR THE AREA) WOODED HILL,
 DO0746'ABOUT 3 MILES EAST OF U.S. HIGHWAY 281, 10 MILES NORTHWEST OF
 DO0746'JACKSBORO, 7 MILES SOUTHEAST OF JERMYN, ON PROPERTY OF
 DO0746'MR. SHELTON JONES, JERMYN, TEXAS, PHONE 342-2508.
 DO0746'
 DO0746'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSBORO, GO
 DO0746'NORTHWEST ON U.S. HIGHWAY 281 AND STATE HIGHWAY 114 FOR 7.5
 DO0746'MILES TO A ROAD LEFT.  CONTINUE NORTHWEST ON HIGHWAY 281 FOR
 DO0746'5.4 MILES TO AN ANGLED CROSSROAD AND SIGN (LYNN CREEK
 DO0746'CEMETERY).  TURN RIGHT, EASTERLY, ON THE DIRT ROAD FOR 1.3
 DO0746'MILES TO A SHARP CURVE LEFT, A HOUSE ON THE RIGHT, AND 2
 DO0746'METAL GATES STRAIGHT AHEAD.  PASS THROUGH THE LEFT 1 OF 2
 DO0746'GATES AND GO 100 FEET TO A FORK.  BEAR LEFT ON A TRACK ROAD
 DO0746'FOR 0.25 MILE TO A CREEK BED.  CONTINUE ON THE TRACK ROAD FOR
 DO0746'0.35 MILE TO A FORK, A METAL GATE ON THE LEFT, AT THE TOP OF
 DO0746'A LOW HILL.  BEAR RIGHT, SOUTHEAST, ON THE MAIN TRACK ROAD
 DO0746'FOR 0.55 MILE TO A METAL GATE.  PASS THROUGH GATE AND GO
 DO0746'100 FEET TO A WIRE GATE ON THE RIGHT.  TURN RIGHT, THROUGH
 DO0746'GATE, AND GO SOUTHEAST ON A TRACK ROAD FOR 0.2 MILE TO A
 DO0746'WATER HOLE ON THE LEFT.  CONTINUE ON THE TRACK ROAD FOR 0.15
 DO0746'MILE TO A CREEK BED.  CONTINUE AHEAD ON THE TRACK ROAD FOR 0.2
 DO0746'MILE TO A SMALL CORRAL ON THE LEFT AND A DIM ROAD
 DO0746'RIGHT.  (STATION HILL CAN BE SEEN AHEAD ABOUT 1 MILE).
 DO0746'CONTINUE SOUTHEAST ON THE TRACK ROAD ACROSS A FLAT, OPEN
 DO0746'AREA FOR 0.3 MILE TO A FORK.  KEEP RIGHT FORK, SOUTHEAST,
 DO0746'ON TRACK ROAD FOR 0.4 MILE TO ITS END AT CREST OF A SLIGHT
 DO0746'RIDGE.  BEAR RIGHT, FOLLOWING HIGH GROUND ACROSS ROUGH
 DO0746'TERRAIN FOR 0.1 MILE TO A EAST-WEST RAVINE AND END OF
 DO0746'TRUCK TRAVEL.  CROSS RAVINE, THEN PACK EAST, UPHILL THROUGH
 DO0746'ROCKS AND TREES FOR 0.2 MILE TO HIGH GROUND AND STATION.
 DO0746'
 DO0746'STATION MARKS, STAMPED---INDIAN 1902 1935---, ARE STANDARD
 DO0746'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 14-INCH
 DO0746'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND.
 DO0746'IT IS 25 FEET NORTH-NORTHEAST OF A 12-INCH OAK TREE, 18 FEET
 DO0746'EAST-SOUTHEAST OF AN 8-INCH OAK TREE, AND 10 FEET WEST-
 DO0746'SOUTHWEST OF A TRIPLE-TRUNKED OAK TREE.  THESE TREES ARE THE
 DO0746'BIGGEST ON THE HILL.  THE UNDERGROUND DISK IS CEMENTED IN A
 DO0746'DRILL HOLE 30 INCHES BELOW GROUND.
 DO0746'
 DO0746'REFERENCE MARK 1, STAMPED---INDIAN NO 1 1902 1935---, IS A
 DO0746'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 5 X 15 FOOT FLAT
 DO0746'BEDROCK AT THE EDGE OF THE HILL.  IT IS 19 FEET SOUTH-
 DO0746'SOUTHWEST OF THE 12-INCH OAK TREE, 7 FEET WEST-NORTHWEST OF
 DO0746'THE SOUTHEAST CORNER OF THE BEDROCK, 2 FEET NORTH OF THE ROCK
 DO0746'EDGE.
 DO0746'
 DO0746'REFERENCE MARK 2, STAMPED---INDIAN NO 2 1935---, IS A
 DO0746'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT X 6
 DO0746'INCH BEDROCK AT THE NORTH EDGE OF THE HILL.
 DO0746'
 DO0746'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
 DO0746'A 4 FOOT STAND WAS LEFT AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0453 ***********************************************************************
 CA0453  DESIGNATION -  INDIAN RM 1
 CA0453  PID         -  CA0453
 CA0453  STATE/COUNTY-  TX/BROWN
 CA0453  USGS QUAD   -  THRIFTY (1977)
 CA0453
 CA0453                         *CURRENT SURVEY CONTROL
 CA0453  ___________________________________________________________________
 CA0453* NAD 83(1986)-  31 50 37.     (N)    099 09 41.     (W)     SCALED    
 CA0453* NAVD 88     -       489.997  (meters)    1607.60   (feet)  ADJUSTED  
 CA0453  ___________________________________________________________________
 CA0453  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CA0453  DYNAMIC HT  -         489.359 (meters)    1605.51  (feet)  COMP
 CA0453  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 CA0453
 CA0453  VERT ORDER  -  SECOND    CLASS 0
 CA0453
 CA0453.The horizontal coordinates were scaled from a topographic map and have
 CA0453.an estimated accuracy of +/- 6 seconds.
 CA0453
 CA0453.The orthometric height was determined by differential leveling
 CA0453.and adjusted by the National Geodetic Survey in June 1991..
 CA0453
 CA0453.The geoid height was determined by GEOID03.
 CA0453
 CA0453.The dynamic height is computed by dividing the NAVD 88
 CA0453.geopotential number by the normal gravity value computed on the
 CA0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0453.degrees latitude (g = 980.6199 gals.).
 CA0453
 CA0453.The modeled gravity was interpolated from observed gravity values.
 CA0453
 CA0453;                    North         East    Units  Estimated Accuracy
 CA0453;SPC TX C     - 3,241,920.      810,930.      MT  (+/- 180 meters Scaled)
 CA0453
 CA0453                          SUPERSEDED SURVEY CONTROL
 CA0453
 CA0453  NGVD 29 (??/??/92)  489.890  (m)         1607.25   (f) ADJ UNCH    2 0
 CA0453
 CA0453.Superseded values are not recommended for survey control.
 CA0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0453.See file dsdata.txt to determine how the superseded data were derived.
 CA0453
 CA0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA847231(NAD 83)
 CA0453_MARKER: DR = REFERENCE MARK DISK
 CA0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0453_SP_SET: BELL SHAPED TILE
 CA0453_STAMPING: INDIAN 1944 NO. 1
 CA0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0453
 CA0453  HISTORY     - Date     Condition        Report By
 CA0453  HISTORY     - 1944     MONUMENTED       CGS
 CA0453
 CA0453                          STATION DESCRIPTION
 CA0453
 CA0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0453'2.9 MI S FROM GROSVENOR.
 CA0453'2.8 MILES SOUTH ALONG A COUNTY GRADED ROAD FROM THE GRAMMAR SCHOOL AT
 CA0453'GROSVENOR, THENCE LEFT ON FARM ROAD 0.3 MILE TO HOUSE, THENCE LEFT 0.2
 CA0453'MILE TO SECOND HOUSE, LEAVE ROAD AND GO SOUTHEAST 0.2 MILE TO EAST END
 CA0453'OF PROMINENT HILL LOCALLY KNOWN AS INDIAN HILL.  MARK IS 46.0 FEET
 CA0453'NORTH OF THE STATION AND IS ON THE PROPERTY OF E. C. ROBINSON. A
 CA0453'TRIANGULATION REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0455 ***********************************************************************
 CA0455  DESIGNATION -  INDIAN RM 2
 CA0455  PID         -  CA0455
 CA0455  STATE/COUNTY-  TX/BROWN
 CA0455  USGS QUAD   -  THRIFTY (1977)
 CA0455
 CA0455                         *CURRENT SURVEY CONTROL
 CA0455  ___________________________________________________________________
 CA0455* NAD 83(1986)-  31 50 37.     (N)    099 09 41.     (W)     SCALED    
 CA0455* NAVD 88     -       490.095  (meters)    1607.92   (feet)  ADJUSTED  
 CA0455  ___________________________________________________________________
 CA0455  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CA0455  DYNAMIC HT  -         489.457 (meters)    1605.83  (feet)  COMP
 CA0455  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 CA0455
 CA0455  VERT ORDER  -  SECOND    CLASS 0
 CA0455
 CA0455.The horizontal coordinates were scaled from a topographic map and have
 CA0455.an estimated accuracy of +/- 6 seconds.
 CA0455
 CA0455.The orthometric height was determined by differential leveling
 CA0455.and adjusted by the National Geodetic Survey in June 1991..
 CA0455
 CA0455.The geoid height was determined by GEOID03.
 CA0455
 CA0455.The dynamic height is computed by dividing the NAVD 88
 CA0455.geopotential number by the normal gravity value computed on the
 CA0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0455.degrees latitude (g = 980.6199 gals.).
 CA0455
 CA0455.The modeled gravity was interpolated from observed gravity values.
 CA0455
 CA0455;                    North         East    Units  Estimated Accuracy
 CA0455;SPC TX C     - 3,241,920.      810,930.      MT  (+/- 180 meters Scaled)
 CA0455
 CA0455                          SUPERSEDED SURVEY CONTROL
 CA0455
 CA0455  NGVD 29 (??/??/92)  489.989  (m)         1607.57   (f) ADJ UNCH    2 0
 CA0455
 CA0455.Superseded values are not recommended for survey control.
 CA0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0455.See file dsdata.txt to determine how the superseded data were derived.
 CA0455
 CA0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA847231(NAD 83)
 CA0455_MARKER: DR = REFERENCE MARK DISK
 CA0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0455_SP_SET: BELL SHAPED TILE
 CA0455_STAMPING: INDIAN 1944 NO. 2
 CA0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0455
 CA0455  HISTORY     - Date     Condition        Report By
 CA0455  HISTORY     - 1944     MONUMENTED       CGS
 CA0455
 CA0455                          STATION DESCRIPTION
 CA0455
 CA0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0455'2.9 MI S FROM GROSVENOR.
 CA0455'2.8 MILES SOUTH ALONG A COUNTY GRADED ROAD FROM THE GRAMMAR SCHOOL AT
 CA0455'GROSVENOR, THENCE LEFT ON FARM ROAD 0.3 MILE TO HOUSE, THENCE LEFT 0.2
 CA0455'MILE TO SECOND HOUSE, LEAVE ROAD AND GO SOUTHEAST 0.2 MILE TO EAST END
 CA0455'OF PROMINENT HILL LOCALLY KNOWN AS INDIAN HILL.  MARK IS 39.0 FEET
 CA0455'WEST-SOUTHWEST OF THE STATION.  MARK IS ON THE PROPERTY OF E. C.
 CA0455'ROBINSON AND IS A STANDARD TRIANGULATION REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0403 ***********************************************************************
 BA0403  DESIGNATION -  INDIAN WELLS
 BA0403  PID         -  BA0403
 BA0403  STATE/COUNTY-  TX/BREWSTER
 BA0403  USGS QUAD   -  CANDILLA CANYON WEST (1983)
 BA0403
 BA0403                         *CURRENT SURVEY CONTROL
 BA0403  ___________________________________________________________________
 BA0403* NAD 83(1993)-  29 56 34.59614(N)    102 25 26.48651(W)     ADJUSTED  
 BA0403* NAVD 88     -       681.     (meters)    2234.     (feet)  SCALED    
 BA0403  ___________________________________________________________________
 BA0403  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 BA0403  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 BA0403
 BA0403  HORZ ORDER  -  THIRD
 BA0403
 BA0403.The horizontal coordinates were established by classical geodetic methods
 BA0403.and adjusted by the National Geodetic Survey in February 1996..
 BA0403
 BA0403.The orthometric height was scaled from a topographic map.
 BA0403
 BA0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0403
 BA0403.The geoid height was determined by GEOID03.
 BA0403
 BA0403;                    North         East     Units Scale Factor Converg.
 BA0403;SPC TXSC     - 4,238,642.899   269,513.699   MT  0.99991939   -1 40 38.9
 BA0403;SPC TXSC     -13,906,280.91    884,229.53   sFT  0.99991939   -1 40 38.9
 BA0403;UTM  13      - 3,315,253.980   748,631.253   MT  1.00036276   +1 17 11.1
 BA0403
 BA0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0403!SPC TXSC     -   0.99989654  x   0.99991939  =   0.99981594
 BA0403!UTM  13      -   0.99989654  x   1.00036276  =   1.00025926
 BA0403
 BA0403:                Primary Azimuth Mark                     Grid Az
 BA0403:SPC TXSC     -  TWIN BUTTES SIGNAL                       085 48 29.8
 BA0403:UTM  13      -  TWIN BUTTES SIGNAL                       082 50 39.8
 BA0403
 BA0403|---------------------------------------------------------------------|
 BA0403| PID    Reference Object                     Distance      Geod. Az  |
 BA0403|                                                           dddmmss.s |
 BA0403| BA0401 TWIN BUTTES SIGNAL                  APPROX.16.2 KM 0840750.9 |
 BA0403|---------------------------------------------------------------------|
 BA0403
 BA0403                          SUPERSEDED SURVEY CONTROL
 BA0403
 BA0403  NAD 83(1986)-  29 56 34.57182(N)    102 25 26.51851(W) AD(       ) 3
 BA0403  NAD 27      -  29 56 33.87900(N)    102 25 25.00700(W) AD(       ) 3
 BA0403
 BA0403.Superseded values are not recommended for survey control.
 BA0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0403.See file dsdata.txt to determine how the superseded data were derived.
 BA0403
 BA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP4863115254(NAD 83)
 BA0403
 BA0403  HISTORY     - Date     Condition        Report By
 BA0403  HISTORY     - UNK      MONUMENTED
 BA0403  HISTORY     - 1967     GOOD             USGS
 BA0403
 BA0403                          STATION DESCRIPTION
 BA0403
 BA0403'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BA0403'SITUATED ON A LOW BLUFF FACING NW. ABOUT 1 MI. NE. OF INDIAN WELLS
 BA0403'AND ABOUT 16 MI. S. OF SANDERSON.
 BA0403'
 BA0403'RECOVERED AND REDESCRIBED AS FOLLOWS, TO REACH FROM
 BA0403'POST OFFICE AT SANDERSON, TEXAS, PROCEED E. ON U.S. HIGHWAY 90 6.7 MI.
 BA0403'TO RD. FORK ON TOP OF HILL, TAKE RIGHT FORK AND FOLLOW MAIN GRADED RD.
 BA0403'2.4 MI. TO FORK, TAKE RIGHT FORK AND FOLLOW MAIN RD. 4.4 MI. TO RD.
 BA0403'FORK, TAKE RIGHT FORK AND GO  0.05 MI. TO RD FORK, TAKE RIGHT FORK AND
 BA0403'GO 1.0 MI. TO RD. FORK, TAKE LEFT FORK AND GO 1.6 MI. TO RD. FORK,
 BA0403'TAKE RIGHT FORK AND GO 0.4 MI. TO GATE, GO THRU GATE AND CONTINUE 0.2
 BA0403'MI. TO DIM RD. LEFT, TAKE RD. LEFT AND FOLLOW DIM RD. 1.6 MI. TO RD.
 BA0403'FORK. TAKE LEFT RD. AND GO 0.6 MI. TO RD. FORK AT GATE, TAKE LEFT FORK
 BA0403'THRU GATE AND FOLLOW RD. UP HILL FOR 0.6 MI. TO RD. FORK.
 BA0403'
 BA0403'STATION IS APPROXIMATELY 300 FT. E. OF THIS POINT OF RIDGE.
 BA0403'
 BA0403'STATION MARK - STANDARD USGS TABLET CEMENTED IN ROCK, 1 FT. BENEATH
 BA0403'GROUND. A STONE POST 4 X 6 X 24 IN. CENTERED OVER TABLET.  CROSS AND
 BA0403'USGS IS CHISLED ON TOP OF STONE POST.
 BA0403'
 BA0403'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0865 ***********************************************************************
 AN0865  DESIGNATION -  INDIANOLA 2
 AN0865  PID         -  AN0865
 AN0865  STATE/COUNTY-  TX/CALHOUN
 AN0865  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0865
 AN0865                         *CURRENT SURVEY CONTROL
 AN0865  ___________________________________________________________________
 AN0865* NAD 83(1993)-  28 31 50.11953(N)    096 30 44.82875(W)     ADJUSTED  
 AN0865* NAVD 88     -         1.57   (+/-2cm)       5.2    (feet)  VERTCON   
 AN0865  ___________________________________________________________________
 AN0865  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AN0865  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0865
 AN0865  HORZ ORDER  -  SECOND
 AN0865  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0865
 AN0865.The horizontal coordinates were established by classical geodetic methods
 AN0865.and adjusted by the National Geodetic Survey in February 1996..
 AN0865
 AN0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0865.The vertical order pertains to the NGVD 29 superseded value.
 AN0865
 AN0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0865
 AN0865.The geoid height was determined by GEOID03.
 AN0865
 AN0865;                    North         East     Units Scale Factor Converg.
 AN0865;SPC TXSC     - 4,079,866.038   843,443.021   MT  0.99996099   +1 13 07.3
 AN0865;SPC TXSC     -13,385,360.49  2,767,195.98   sFT  0.99996099   +1 13 07.3
 AN0865;UTM  14      - 3,158,505.513   743,415.366   MT  1.00033130   +1 11 19.3
 AN0865
 AN0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0865!SPC TXSC     -   1.00000397  x   0.99996099  =   0.99996496
 AN0865!UTM  14      -   1.00000397  x   1.00033130  =   1.00033527
 AN0865
 AN0865:                Primary Azimuth Mark                     Grid Az
 AN0865:SPC TXSC     -  BARGO                                    125 00 09.8
 AN0865:UTM  14      -  BARGO                                    125 01 57.8
 AN0865
 AN0865|---------------------------------------------------------------------|
 AN0865| PID    Reference Object                     Distance      Geod. Az  |
 AN0865|                                                           dddmmss.s |
 AN0865| AN2272 BARGO                               APPROX. 6.1 KM 1261317.1 |
 AN0865| AN0866 INDIANOLA 2 RM 1                     17.861 METERS 13306     |
 AN0865| AN0867 INDIANOLA 2 RM 2                     17.730 METERS 21916     |
 AN0865| CV7282 INDIANOLA 2 RM 3                     17.525 METERS 22724     |
 AN0865|---------------------------------------------------------------------|
 AN0865
 AN0865                          SUPERSEDED SURVEY CONTROL
 AN0865
 AN0865  NAD 83(1986)-  28 31 50.12582(N)    096 30 44.81388(W) AD(       ) 2
 AN0865  NAD 27      -  28 31 49.12600(N)    096 30 43.90300(W) AD(       ) 2
 AN0865  NGVD 29 (??/??/92)    1.680  (m)            5.51   (f) ADJ UNCH    2 0
 AN0865
 AN0865.Superseded values are not recommended for survey control.
 AN0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0865.See file dsdata.txt to determine how the superseded data were derived.
 AN0865
 AN0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4341558506(NAD 83)
 AN0865_MARKER: DS = TRIANGULATION STATION DISK
 AN0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0865_STAMPING: INDIANOLA 2 1934
 AN0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0865+STABILITY: SURFACE MOTION
 AN0865
 AN0865  HISTORY     - Date     Condition        Report By
 AN0865  HISTORY     - 1934     MONUMENTED       CGS
 AN0865  HISTORY     - 1938     GOOD             WESGEO
 AN0865  HISTORY     - 1942     GOOD             CGS
 AN0865  HISTORY     - 1942     GOOD             USE
 AN0865  HISTORY     - 1943     GOOD             NGS
 AN0865  HISTORY     - 1946     GOOD             USE
 AN0865  HISTORY     - 1948     GOOD             CGS
 AN0865  HISTORY     - 1950     GOOD             CGS
 AN0865  HISTORY     - 1961     GOOD             CGS
 AN0865  HISTORY     - 1969     GOOD             CGS
 AN0865  HISTORY     - 1979     GOOD             NGS
 AN0865  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0865  HISTORY     - 19980725 GOOD             USPSQD
 AN0865
 AN0865                          STATION DESCRIPTION
 AN0865
 AN0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN0865'STATION IS LOCATED ON W SHORE OF MATAGORDA BAY, ABOUT 9
 AN0865'MILES SE OF PORT LAVACA, BETWEEN INDIAN POINT AND POWDERHORN
 AN0865'BAYOU, ABOUT 2 MILES SSE OF INDIAN POINT, ABOUT 2 MILES NNW
 AN0865'OF POWDERHORN BAYOU, 80 METERS W OF HIGH-WATER LINE AT BAY
 AN0865'SHORE, AND 20.4 METERS SW OF CENTER LINE OF DIRT ROAD PARALLELING
 AN0865'THE BAY SHORE.
 AN0865'
 AN0865'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AN0865'SET IN CONCRETE.
 AN0865'
 AN0865'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN--LARGE WHITE BARN
 AN0865'(2.5 MILES), 267 DEG 30 MIN.  WINDMILL (3 MILES), 244 DEG.
 AN0865'AND INDIANOLA COURTS (1-1/2 MILES), 127 DEG 30 MIN.
 AN0865'
 AN0865'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 AN0865
 AN0865                          STATION RECOVERY (1938)
 AN0865
 AN0865'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1938
 AN0865'RECOVERED AS DESCRIBED.
 AN0865
 AN0865                          STATION RECOVERY (1942)
 AN0865
 AN0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AN0865'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AN0865'
 AN0865'STATION IS ABOUT 260 FEET W OF THE HIGH-WATER LINE, ABOUT
 AN0865'0.2 MILE SE OF INTERSECTION OF ROAD LEADING TO MAGNOLIA BEACH,
 AN0865'ABOUT 190 FEET SW OF AND ABOUT 2 FEET BELOW THE CENTER LINE
 AN0865'OF STATE HIGHWAY 316, AND 3 FEET E OF A 4- BY 4-INCH WOODEN
 AN0865'WITNESS POST.  STATION MARK IS STAMPED INDIANOLA 2 1934
 AN0865'AND PROJECTS ABOUT 0.4 FOOT.
 AN0865'
 AN0865'REFERENCE MARK 1 IS ABOUT 180 FEET SW OF AND ABOUT 2 FEET BELOW
 AN0865'THE CENTER LINE OF THE HIGHWAY, 58.5 FEET SE OF THE STATION,
 AN0865'AND 60 FEET N OF N EDGE OF LIVE OAK BRUSH.  IT IS STAMPED
 AN0865'INDIANOLA 2 NO 1 1934 AND PROJECTS ABOUT 0.4 FOOT.
 AN0865'
 AN0865'REFERENCE MARK 2 IS ABOUT 248 FEET SW OF AND ABOUT 2 FEET
 AN0865'BELOW THE CENTER LINE OF THE HIGHWAY, 58.2 FEET SW OF THE
 AN0865'STATION, AND 15 FEET NE OF THE SW EDGE OF SHELL RIDGE.  IT
 AN0865'IS STAMPED INDIANOLA 2 NO 2 1934 AND PROJECTS ABOUT 0.4 FOOT.
 AN0865'
 AN0865'TO REACH STATION FROM THE COUNTY COURTHOUSE AT PORT LAVACA,
 AN0865'GO 4.4 MILES SW ALONG STATE HIGHWAY 238 TO INTERSECTION
 AN0865'OF STATE HIGHWAY 316.  THENCE GO 8.6 MILES SE ALONG HIGHWAY
 AN0865'316 TO THE SITE OF THE STATION.
 AN0865
 AN0865                          STATION RECOVERY (1942)
 AN0865
 AN0865'RECOVERY NOTE BY US ENGINEERS 1942
 AN0865'THE STATION IS W OF A PAVED ROAD BETWEEN A STEEL OBSERVATION
 AN0865'TOWER AND LA SALLES GRANITE STATUE.  PAVED ROAD ENDS AT
 AN0865'LA SALLES STATUE.
 AN0865'
 AN0865'DESCRIPTION IS GOOD AND REFERENCE MARKS ARE IN GOOD CONDITION.
 AN0865
 AN0865                          STATION RECOVERY (1943)
 AN0865
 AN0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AN0865'4.4 MI S FROM PORT LAVACA.
 AN0865'4.4 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0865'PORT LAVACA, CALHOUN COUNTY, 8.6 MILES SOUTHEAST ALONG STATE HIGHWAY
 AN0865'316.  0.2 MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING TO MAGNOLIA
 AN0865'BEACH, 190 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, BETWEEN A
 AN0865'STEEL OBSERVATION TOWER AND LASALLES STATUE, WEST OF A PAVED ROAD
 AN0865'LEADING TO THE STATUE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AN0865'2 FEET LOWER THAN THE HIGHWAY.  A STANDARD TRIANGULATION STATION DISK,
 AN0865'STAMPED INDIANOLA 2 1934 AND SET IN THE TOP OF A CONCRETE POST
 AN0865'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 AN0865
 AN0865                          STATION RECOVERY (1946)
 AN0865
 AN0865'RECOVERY NOTE BY US ENGINEERS 1946 (LOJ)
 AN0865'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  CEDAR
 AN0865'POST IS SET 5 FEET N OF STATION.  DESCRIPTION IS ACCURATE.
 AN0865
 AN0865                          STATION RECOVERY (1948)
 AN0865
 AN0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AN0865'STATION RECOVERED IN GOOD CONDITION.  THE 1942 DESCRIPTION
 AN0865'IS ADEQUATE, EXCEPT FOR THE FOLLOWING--
 AN0865'
 AN0865'1.  ADD 39 FEET WEST OF FENCE
 AN0865'
 AN0865'2.  ADD 120 FEET S OF CLUMP OF SALT CEDARS
 AN0865
 AN0865                          STATION RECOVERY (1950)
 AN0865
 AN0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AN0865'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2
 AN0865'WAS SEARCHED FOR BUT NOT FOUND.  NUMEROUS CHANGES NECESSITATE
 AN0865'A NEW DESCRIPTION.  STATION IS LOCATED ON THE W SHORE OF
 AN0865'MATAGORDA BAY, APPROXIMATELY 10 MILES SE OF PORT LAVACA.
 AN0865'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 87, STATE
 AN0865'HIGHWAYS 35 AND 238 IN PORT LAVACA, GO S ON HIGHWAY 238 FOR
 AN0865'0.2 MILE, TURN RIGHT AND FOLLOW HIGHWAY 238 FOR 4.4 MILES
 AN0865'TO A Y AND THE INTERSECTION OF STATE HIGHWAY 316, CONTINUE
 AN0865'STRAIGHT AHEAD ON HIGHWAY 316 FOR 8.3 MILES TO MATAGORDA
 AN0865'BAY, TURN RIGHT ALONG ROAD PARALLELING BEACH 0.25 MILE TO
 AN0865'STATION ON RIGHT.
 AN0865'
 AN0865'STATION IS 0.3 MILE NW OF LA SALLE STATUE (ODOMETER DISTANCE),
 AN0865'185.5 FEET W OF THE CENTER LINE OF THE ROAD, 113 FEET S
 AN0865'OF A TELEPHONE POLE, 62.2 FEET SW OF A HIGHWAY RIGHT-OF-WAY
 AN0865'MARKER, AND 39.8 FEET W OF THE RIGHT-OF-WAY FENCE.  MARK
 AN0865'IS A BRONZE DISK, STAMPED INDIANOLA 2 1934, SET IN TOP OF
 AN0865'A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 1 INCH.
 AN0865'
 AN0865'R.M. 1 IS 79 FEET N OF N END OF A CLUMP OF SALT CEDARS, 22
 AN0865'FEET W OF THE RIGHT-OF-WAY FENCE, 8 FEET W OF ROW OF TELEPHONE
 AN0865'POLES, AND 58.5 FEET SE OF THE STATION.  IT IS A BRONZE
 AN0865'DISK, STAMPED INDIANOLA 2 NO 1 1934, SET IN TOP OF A 12-INCH
 AN0865'SQUARE CONCRETE MONUMENT PROJECTING 1 INCH.
 AN0865'
 AN0865'R.M. 2 WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED THE
 AN0865'MONUMENT STILL EXISTS BUT IS COVERED BY SEVERAL FEET OF SHELL.
 AN0865
 AN0865                          STATION RECOVERY (1961)
 AN0865
 AN0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 AN0865'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION
 AN0865'AS DESCRIBED.  DID NOT RECOVER THE AZIMUTH MARK.  DIRECTIONS
 AN0865'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AN0865
 AN0865                          STATION RECOVERY (1969)
 AN0865
 AN0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN0865'THE STATION SITE WAS VISITED AND THE STATION MARK AND REFERENCE
 AN0865'MARK 1 WERE RECOVERED IN GOOD CONDITION.  A CAREFUL SEARCH
 AN0865'WAS MADE FOR REFERENCE MARK 2 BUT IT COULD NOT BE FOUND.
 AN0865'A REFERENCE MARK 3 WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 AN0865'FOLLOWS--
 AN0865'
 AN0865'THE STATION IS LOCATED ON A SLIGHT SHELL RIDGE ON THE SOUTHWEST
 AN0865'SIDE OF MATAGORDA BAY, 9 MILES SOUTHEAST OF PORT LAVACA,
 AN0865'2 MILES SOUTHEAST OF INDIAN POINT, 3/4 MILE NORTHWEST OF THE
 AN0865'SMALL COMMUNITY OF INDIANOLA WHICH IS BUILT AT THE SITE
 AN0865'OF OLD PORT INDIANOLA, 0.3 MILE NORTHWEST OF A LARGE GRANITE
 AN0865'STATUE OF LA SALLE AND 1/4 MILE SOUTHEAST OF THE SEA HORSE
 AN0865'INN THAT IS OWNED BY MR. JAY LOCK AND ADJACENT TO THE INDIANOLA
 AN0865'STATE PARK.
 AN0865'
 AN0865'TO REACH THE STATION FROM THE POST OFFICE IN PORT LAVACA,
 AN0865'GO SOUTHERLY ON STATE HIGHWAY 238 (AUSTIN STREET), FOR 2.5
 AN0865'MILES TO JUNCTION OF FARM ROAD 2433 ON THE RIGHT.  CONTINUE
 AN0865'AHEAD, NOW SOUTHEASTERLY ON S.H. 238 FOR 1.65 MILES TO A
 AN0865'FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST, EAST, AND SOUTHEAST
 AN0865'ON S.H. 316 FOR 8.4 MILES TO CROSS ROAD, SHELL ROAD LEFT
 AN0865'AND PAVED CALHOUN CO. ROUTE 112 ON THE RIGHT.  CONTINUE
 AN0865'AHEAD, EASTERLY FOR 0.05 MILE TO T-JUNCTION WITH BEACH ROAD
 AN0865'AND THE SEA HORSE INN ON THE LEFT.  TURN RIGHT AND GO
 AN0865'SOUTHEAST ON PAVED BEACH ROAD FOR 0.25 MILE TO PUBLIC BOAT
 AN0865'RAMP ON THE LEFT AND THE STATION ON THE RIGHT.
 AN0865'
 AN0865'THE STATION MARK IS A STANDARD DISK, STAMPED INDIANOLA 2 1934,
 AN0865'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 AN0865'FLUSH WITH THE GROUND.  IT IS 0.05 MILE SOUTHWEST OF THE SHORE
 AN0865'OF THE BAY, 185 FEET SOUTHWEST OF THE CENTER OF THE PAVED
 AN0865'ROAD, 124.5 FEET SOUTHEAST OF THE EAST CORNER OF BOARD HOUSE,
 AN0865'113.0 FEET SOUTH-SOUTHEAST OF POWER LINE POLE WITH TRANSFORMER,
 AN0865'111.5 FEET NORTHWEST OF A POWER LINEPOLE, 84 FEET
 AN0865'SOUTH-SOUTHEAST OF CENTER OF DRIVEWAY LEADING TO BOARD HOUSE,
 AN0865'1.6 FEET NORTHWEST OF METAL WITNESS POST WITH SIGN, AND
 AN0865'DIRECTLY OPPOSITE PAVED PUBLIC BOAT RAMP.
 AN0865'
 AN0865'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED INDIANOLA
 AN0865'2 NO 1 1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 AN0865'POST THAT IS FLUSH WITH THE GROUND.  IT IS 171 FEET SOUTHWEST
 AN0865'OF THE CENTER OF THE PAVED BEACH ROAD, 57 FEET WEST OF 7
 AN0865'FOOT HIGH POLE MARKING AN UNDERGROUND TELEPHONE CABLE AND
 AN0865'53 FEET NORTHWEST OF POWER LINEPOLE.
 AN0865'
 AN0865'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED INDIANOLA
 AN0865'2 1934 NO. 3 1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 AN0865'MONUMENT THAT PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 136
 AN0865'FEET SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE, 108 FEET
 AN0865'SOUTHEAST OF THE CENTER OF THE DRIVEWAY AND AT THE SOUTHWEST EDGE
 AN0865'OF THE SLIGHT SHELL RIDGE.
 AN0865'
 AN0865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MI.
 AN0865'SOUTHEAST OF PORT LAVACA
 AN0865
 AN0865                          STATION RECOVERY (1979)
 AN0865
 AN0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AN0865'STATION, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND IN GOOD
 AN0865'CONDITION.  THE STATION MARK IS 185 FEET W OF THE CENTER LINE OF FR
 AN0865'238, ON A SHELL BANK TO THE W OF A PARK NEXT TO BEACH AREA.
 AN0865'
 AN0865'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 35 AND FR
 AN0865'2433, WHICH IS ABOUT 3 MILES W OF PORT LAVACA, GO S ON FR 2433 FOR
 AN0865'1.6 MILES TO THE JUNCTION OF FR 238.  TURN RIGHT AND GO SSE ON FR
 AN0865'238 FOR 7.3 MILES TO THE JUNCTION OF FR 2760.  CONTINUE AHEAD ON FR
 AN0865'238 FOR 2.6 MILE TO THE JUNCTION OF FR 2760 AGAIN.  BEAR RIGHT
 AN0865'ON FR 238 FOR 0.5 MILE TO A PARK ON THE LEFT AND THE STATION ON
 AN0865'THE RIGHT.
 AN0865'
 AN0865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES
 AN0865'SE OF PORT LAVACA.
 AN0865
 AN0865                          STATION RECOVERY (1988)
 AN0865
 AN0865'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AN0865'MARK NOT FOUND.
 AN0865
 AN0865                          STATION RECOVERY (1998)
 AN0865
 AN0865'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0866 ***********************************************************************
 AN0866  DESIGNATION -  INDIANOLA 2 RM 1
 AN0866  PID         -  AN0866
 AN0866  STATE/COUNTY-  TX/CALHOUN
 AN0866  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0866
 AN0866                         *CURRENT SURVEY CONTROL
 AN0866  ___________________________________________________________________
 AN0866* NAD 83(1986)-  28 31 50.     (N)    096 30 45.     (W)     SCALED    
 AN0866* NAVD 88     -         1.56   (+/-2cm)       5.1    (feet)  VERTCON   
 AN0866  ___________________________________________________________________
 AN0866  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0866
 AN0866  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0866
 AN0866.The horizontal coordinates were scaled from a topographic map and have
 AN0866.an estimated accuracy of +/- 6 seconds.
 AN0866
 AN0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0866.The vertical order pertains to the NGVD 29 superseded value.
 AN0866
 AN0866.The geoid height was determined by GEOID03.
 AN0866
 AN0866;                    North         East    Units  Estimated Accuracy
 AN0866;SPC TXSC     - 4,079,860.      843,440.      MT  (+/- 180 meters Scaled)
 AN0866
 AN0866                          SUPERSEDED SURVEY CONTROL
 AN0866
 AN0866  NGVD 29 (??/??/92)    1.676  (m)            5.50   (f) ADJ UNCH    2 0
 AN0866
 AN0866.Superseded values are not recommended for survey control.
 AN0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0866.See file dsdata.txt to determine how the superseded data were derived.
 AN0866
 AN0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS434585(NAD 83)
 AN0866_MARKER: DR = REFERENCE MARK DISK
 AN0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0866_STAMPING: INDIANOLA 2 NO 1 1934
 AN0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0866+STABILITY: SURFACE MOTION
 AN0866
 AN0866  HISTORY     - Date     Condition        Report By
 AN0866  HISTORY     - 1934     MONUMENTED       CGS
 AN0866  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0866  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0866
 AN0866                          STATION DESCRIPTION
 AN0866
 AN0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0866'4.4 MI S FROM PORT LAVACA.
 AN0866'58.5 FEET SOUTHEAST OF TRIANGULATION STATION INDIANOLA 2, DESCRIBED
 AN0866'ABOVE, 180 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 60 FEET
 AN0866'NORTH OF THE NORTH EDGE OF SOME LIVE OAK BRUSH, AND 2 FEET LOWER THAN
 AN0866'THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK, STAMPED INDIANOLA 2 NO 1
 AN0866'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 AN0866'GROUND.
 AN0866
 AN0866                          STATION RECOVERY (1988)
 AN0866
 AN0866'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0866'MARK NOT FOUND.
 AN0866
 AN0866                          STATION RECOVERY (1998)
 AN0866
 AN0866'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0867 ***********************************************************************
 AN0867  DESIGNATION -  INDIANOLA 2 RM 2
 AN0867  PID         -  AN0867
 AN0867  STATE/COUNTY-  TX/CALHOUN
 AN0867  USGS QUAD   -  PORT LAVACA EAST (1995)
 AN0867
 AN0867                         *CURRENT SURVEY CONTROL
 AN0867  ___________________________________________________________________
 AN0867* NAD 83(1986)-  28 31 50.     (N)    096 30 44.     (W)     SCALED    
 AN0867* NAVD 88     -         1.55   (+/-2cm)       5.1    (feet)  VERTCON   
 AN0867  ___________________________________________________________________
 AN0867  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AN0867
 AN0867  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0867
 AN0867.The horizontal coordinates were scaled from a topographic map and have
 AN0867.an estimated accuracy of +/- 6 seconds.
 AN0867
 AN0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0867.The vertical order pertains to the NGVD 29 superseded value.
 AN0867
 AN0867.The geoid height was determined by GEOID03.
 AN0867
 AN0867;                    North         East    Units  Estimated Accuracy
 AN0867;SPC TXSC     - 4,079,860.      843,470.      MT  (+/- 180 meters Scaled)
 AN0867
 AN0867                          SUPERSEDED SURVEY CONTROL
 AN0867
 AN0867  NGVD 29 (??/??/92)    1.657  (m)            5.44   (f) ADJ UNCH    2 0
 AN0867
 AN0867.Superseded values are not recommended for survey control.
 AN0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0867.See file dsdata.txt to determine how the superseded data were derived.
 AN0867
 AN0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS434585(NAD 83)
 AN0867_MARKER: DR = REFERENCE MARK DISK
 AN0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0867_STAMPING: INDIANOLA 2 NO 2 1934
 AN0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0867+STABILITY: SURFACE MOTION
 AN0867
 AN0867  HISTORY     - Date     Condition        Report By
 AN0867  HISTORY     - 1934     MONUMENTED       CGS
 AN0867  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0867  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0867
 AN0867                          STATION DESCRIPTION
 AN0867
 AN0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AN0867'4.4 MI S FROM PORT LAVACA.
 AN0867'58.2 FEET SOUTHWEST OF TRIANGULATION STATION INDIANOLA 2, DESCRIBED
 AN0867'ABOVE, 248 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 AN0867'NORTHEAST OF THE SOUTHWEST EDGE OF A SHELL RIDGE, AND 2 FEET LOWER
 AN0867'THAN THE HIGHWAY.  A STANDARD REFERENCE-MARK DISK, STAMPED INDIANOLA 2
 AN0867'NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 AN0867'FOOT ABOVE GROUND.
 AN0867
 AN0867                          STATION RECOVERY (1988)
 AN0867
 AN0867'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AN0867'MARK NOT FOUND.
 AN0867
 AN0867                          STATION RECOVERY (1998)
 AN0867
 AN0867'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0221 ***********************************************************************
 AP0221  DESIGNATION -  INDIO
 AP0221  PID         -  AP0221
 AP0221  STATE/COUNTY-  TX/MAVERICK
 AP0221  USGS QUAD   -  TOVAR CREEK EAST (1982)
 AP0221
 AP0221                         *CURRENT SURVEY CONTROL
 AP0221  ___________________________________________________________________
 AP0221* NAD 83(1993)-  28 21 24.66772(N)    100 13 13.64481(W)     ADJUSTED  
 AP0221* NAVD 88     -       251.6    (meters)     825.     (feet)  VERTCON   
 AP0221  ___________________________________________________________________
 AP0221  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AP0221  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AP0221
 AP0221  HORZ ORDER  -  FIRST
 AP0221
 AP0221.The horizontal coordinates were established by classical geodetic methods
 AP0221.and adjusted by the National Geodetic Survey in February 1996..
 AP0221
 AP0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0221
 AP0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0221
 AP0221.The geoid height was determined by GEOID03.
 AP0221
 AP0221;                    North         East     Units Scale Factor Converg.
 AP0221;SPC TXSC     - 4,058,646.898   480,352.624   MT  1.00000771   -0 35 52.5
 AP0221;SPC TXSC     -13,315,744.03  1,575,956.90   sFT  1.00000771   -0 35 52.5
 AP0221;UTM  14      - 3,137,338.834   380,394.233   MT  0.99977655   -0 34 47.1
 AP0221
 AP0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0221!SPC TXSC     -   0.99996412  x   1.00000771  =   0.99997183
 AP0221!UTM  14      -   0.99996412  x   0.99977655  =   0.99974068
 AP0221
 AP0221:                Primary Azimuth Mark                     Grid Az
 AP0221:SPC TXSC     -  WINDMILL                                 062 16 49.1
 AP0221:UTM  14      -  WINDMILL                                 062 15 43.7
 AP0221
 AP0221|---------------------------------------------------------------------|
 AP0221| PID    Reference Object                     Distance      Geod. Az  |
 AP0221|                                                           dddmmss.s |
 AP0221| AP0223 WINDMILL                            APPROX. 8.0 KM 0614056.6 |
 AP0221| CV5247 INDIO RM                              9.410 METERS 35513     |
 AP0221|---------------------------------------------------------------------|
 AP0221
 AP0221                          SUPERSEDED SURVEY CONTROL
 AP0221
 AP0221  NAD 83(1986)-  28 21 24.66370(N)    100 13 13.62172(W) AD(       ) 1
 AP0221  NAD 27      -  28 21 23.70400(N)    100 13 12.38200(W) AD(       ) 1
 AP0221  NGVD 29 (07/19/86)  251.5    (m)          825.     (f) VERT ANG       
 AP0221
 AP0221.Superseded values are not recommended for survey control.
 AP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0221.See file dsdata.txt to determine how the superseded data were derived.
 AP0221
 AP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS8039437339(NAD 83)
 AP0221_MARKER: DS = TRIANGULATION STATION DISK
 AP0221_SETTING: 0 = UNSPECIFIED SETTING
 AP0221
 AP0221  HISTORY     - Date     Condition        Report By
 AP0221  HISTORY     - 1918     MONUMENTED       CGS
 AP0221  HISTORY     - 1940     MARK NOT FOUND   USE
 AP0221
 AP0221                          STATION DESCRIPTION
 AP0221
 AP0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0221'STATION IS ABOUT 4 MILES SW OF THE OLD INDIO RANCH, 15 MILES
 AP0221'NW OF BLOCKERS RANCH, AND 1/2 MILE E OF THE EAGLE PASS-BLOCKER
 AP0221'RANCH ROAD, ON A VERY FLAT RIDGE AND IN AN OPEN PLACE.
 AP0221'
 AP0221'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0221'CONCRETE.
 AP0221'
 AP0221'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0221'
 AP0221'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0221'CONCRETE, 9.410 METERS (30.87 FEET) FROM THE STATION,
 AP0221'N 34 DEG 49 MIN E.
 AP0221'
 AP0221'TO REACH THE STATION FROM MC FARLAND RANCH TAKE THE ROAD S
 AP0221'9.2 MILES PAST LOPEZ TANK ON THE W SIDE OF THE ROAD AND TURN
 AP0221'THROUGH THE BRUSH TO THE E 0.6 MILE TO THE STATION.
 AP0221
 AP0221                          STATION RECOVERY (1940)
 AP0221
 AP0221'RECOVERY NOTE BY US ENGINEERS 1940
 AP0221'FROM LETTER OF CORPS AREA ENGINEER, HQ., 8TH CORPS AREA, FORT
 AP0221'SAM HOUSTON, TEXAS, 7/11/40--STATION DESTROYED.  REFERENCE
 AP0221'MARKS HAVE ALSO BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2423 ***********************************************************************
 AN2423  DESIGNATION -  INDY
 AN2423  PID         -  AN2423
 AN2423  STATE/COUNTY-  TX/MATAGORDA
 AN2423  USGS QUAD   -  PALACIOS (1995)
 AN2423
 AN2423                         *CURRENT SURVEY CONTROL
 AN2423  ___________________________________________________________________
 AN2423* NAD 83(1993)-  28 38 33.06777(N)    096 14 06.71794(W)     ADJUSTED  
 AN2423* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 AN2423  ___________________________________________________________________
 AN2423  X           -    -608,424.672 (meters)                     COMP
 AN2423  Y           -  -5,568,778.223 (meters)                     COMP
 AN2423  Z           -   3,039,176.664 (meters)                     COMP
 AN2423  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AN2423  ELLIP HEIGHT-         -24.70  (meters)          (02/16/96) GPS OBS
 AN2423  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AN2423
 AN2423  HORZ ORDER  -  SECOND
 AN2423  ELLP ORDER  -  FIFTH     CLASS I
 AN2423
 AN2423.The horizontal coordinates were established by GPS observations
 AN2423.and adjusted by the National Geodetic Survey in February 1996..
 AN2423
 AN2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2423
 AN2423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2423
 AN2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2423
 AN2423.The ellipsoidal height was determined by GPS observations
 AN2423.and is referenced to NAD 83.
 AN2423
 AN2423.The geoid height was determined by GEOID03.
 AN2423
 AN2423;                    North         East     Units Scale Factor Converg.
 AN2423;SPC TXSC     - 4,092,876.303   870,278.271   MT  0.99993570   +1 21 16.2
 AN2423;SPC TXSC     -13,428,045.00  2,855,237.96   sFT  0.99993570   +1 21 16.2
 AN2423;UTM  14      - 3,171,508.133   770,269.794   MT  1.00050156   +1 19 33.9
 AN2423
 AN2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2423!SPC TXSC     -   1.00000388  x   0.99993570  =   0.99993958
 AN2423!UTM  14      -   1.00000388  x   1.00050156  =   1.00050544
 AN2423
 AN2423                          SUPERSEDED SURVEY CONTROL
 AN2423
 AN2423  NAD 83(1986)-  28 38 33.07691(N)    096 14 06.68283(W) AD(       ) 2
 AN2423  NGVD 29 (03/06/92)    2.2    (m)            7.     (f) GPS OBS        
 AN2423
 AN2423.Superseded values are not recommended for survey control.
 AN2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2423.See file dsdata.txt to determine how the superseded data were derived.
 AN2423
 AN2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS7027071508(NAD 83)
 AN2423_MARKER: DD = SURVEY DISK
 AN2423_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AN2423_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AN2423_STAMPING: INDY GPS 1991
 AN2423_MARK LOGO: NOS   
 AN2423_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AN2423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2423+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AN2423
 AN2423  HISTORY     - Date     Condition        Report By
 AN2423  HISTORY     - 1991     MONUMENTED       NOS
 AN2423
 AN2423                          STATION DESCRIPTION
 AN2423
 AN2423'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AN2423'STATION IS LOCATED ON OLIVER POINT ABOUT 3 MILES SOUTH SOUTH WEST OF
 AN2423'PALACIOS ON LAND OF THE OYSTER LAKE RANCH.TO REACH BY BOAT FROM
 AN2423'PALACIOS GO SOUTH WEST TO OLIVER POINT AND STATION SITE. POINT SHOULD
 AN2423'BE APPROACHED FROM THE SOUTH WEST SHORE DUE TO SHOALING.STATION IS
 AN2423'MARKED WITH A STANDARD NOS ALUMINUM DISK STAMPED INDY GPS 1991 SET ON
 AN2423'A 42 INCH ALUMINUM ROD WHICH PROJECTE 0.1 METER AND IS SURROUNDED BY
 AN2423'A MASS OF CONCRETE. IT IS 24.3 METERS SOUTH OF THE MEAN HIGH WATER
 AN2423'LINE OF THE NORTH SHORE OF THE POINT AND 6.83 METERS NORTH EAST OF
 AN2423'THE SOUTH WEST SHORELINE OF THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2366 ***********************************************************************
 AN2366  DESIGNATION -  INEZ AZ MK
 AN2366  PID         -  AN2366
 AN2366  STATE/COUNTY-  TX/VICTORIA
 AN2366  USGS QUAD   -  INEZ (1995)
 AN2366
 AN2366                         *CURRENT SURVEY CONTROL
 AN2366  ___________________________________________________________________
 AN2366* NAD 83(1993)-  28 54 01.62250(N)    096 48 10.93792(W)     ADJUSTED  
 AN2366* NAVD 88     -        19.3    (meters)      63.     (feet)  VERTCON   
 AN2366  ___________________________________________________________________
 AN2366  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AN2366  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN2366
 AN2366  HORZ ORDER  -  SECOND
 AN2366
 AN2366.The horizontal coordinates were established by classical geodetic methods
 AN2366.and adjusted by the National Geodetic Survey in February 1996..
 AN2366
 AN2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN2366
 AN2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2366
 AN2366.The geoid height was determined by GEOID03.
 AN2366
 AN2366;                    North         East     Units Scale Factor Converg.
 AN2366;SPC TXSC     - 4,120,278.296   814,238.549   MT  0.99989179   +1 04 34.7
 AN2366;SPC TXSC     -13,517,946.38  2,671,380.97   sFT  0.99989179   +1 04 34.7
 AN2366;UTM  14      - 3,198,941.974   714,216.801   MT  1.00016632   +1 03 43.8
 AN2366
 AN2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2366!SPC TXSC     -   1.00000125  x   0.99989179  =   0.99989304
 AN2366!UTM  14      -   1.00000125  x   1.00016632  =   1.00016757
 AN2366
 AN2366                          SUPERSEDED SURVEY CONTROL
 AN2366
 AN2366  NAD 83(1986)-  28 54 01.63459(N)    096 48 10.92368(W) AD(       ) 2
 AN2366  NAD 27      -  28 54 00.68229(N)    096 48 09.98923(W) AD(       ) 2
 AN2366  NGVD 29 (07/19/86)   19.4    (m)           64.     (f) VERT ANG       
 AN2366
 AN2366.Superseded values are not recommended for survey control.
 AN2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2366.See file dsdata.txt to determine how the superseded data were derived.
 AN2366
 AN2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS1421798942(NAD 83)
 AN2366_MARKER: DZ = AZIMUTH MARK DISK
 AN2366_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AN2366+WITH SETTING: PAVEMENT
 AN2366_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN2366+STABILITY: SURFACE MOTION
 AN2366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2366+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 AN2366
 AN2366  HISTORY     - Date     Condition        Report By
 AN2366  HISTORY     - 1980     MONUMENTED       NGS
 AN2366  HISTORY     - 20041008 GOOD             INDIV
 AN2366
 AN2366                          STATION DESCRIPTION
 AN2366
 AN2366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AN2366'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF EDNA, 18 MILES
 AN2366'NORTHEAST OF VICTORIA, 28 MILES NORTH-NORTHWEST OF PORT LAVACA,
 AN2366'ALONG THE NORTHWEST EDGE OF THE SMALL COMMUNITY OF INEZ, ON THE
 AN2366'NORTHWEST SIDE OF THE FRONTAGE ROAD OF U.S. HIGHWAY 59 AND ON
 AN2366'THE PROPERTY OF THE STATE OF TEXAS HIGHWAY DEPARTMENT.
 AN2366'
 AN2366'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND THE
 AN2366'FARM ROAD 444 IN THE NORTH EDGE OF THE SMALL COMMUNITY OF INEZ,
 AN2366'GO SOUTHWEST ON FARM ROAD 444 FOR 0.2 MILE TO WHERE FARM ROAD 444
 AN2366'TURNS NORTH, CONTINUE STRAIGHT AHEAD ON THE FRONTAGE ROAD FOR 0.1
 AN2366'MILE TO A FORK, ENTRANCE TO U.S. HIGHWAY 59, CONTINUE AHEAD ON
 AN2366'FRONTAGE ROAD FOR 0.1 MILE TO TRIANGULATION STATION INEZ ON THE
 AN2366'RIGHT, CONTINUE AHEAD ON FRONTAGE ROAD FOR 0.35 MILE TO THE
 AN2366'STATION ON THE RIGHT AS DESCRIBED.
 AN2366'
 AN2366'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AN2366'STAMPED---INEZ 1980---,
 AN2366'SET IN THE TOP OF A CONCRETE BOX CULVERT UNDER THE FRONTAGE ROAD
 AN2366'OF U.S. HIGHWAY 59. ABOUT 1 FOOT LOWER THAN THE ROAD.
 AN2366'IT IS LOCATED
 AN2366'39 FEET SOUTH-SOUTHEAST FROM THE RIGHT-OF-WAY FENCE,
 AN2366'13.5 FEET NORTH-NORTHWEST FROM THE CENTER OF FRONTAGE ROAD AND
 AN2366'2.5 FEET EAST FROM THE WEST CORNER OF THE CONCRETE BOX CULVERT.
 AN2366'
 AN2366'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE MARKS
 AN2366'WERE SET AT THIS STATION.
 AN2366'
 AN2366'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 AN2366'
 AN2366'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION INEZ
 AN2366'USING ELECTRONIC DISTANCE EQUIPMENT.
 AN2366
 AN2366                          STATION RECOVERY (2004)
 AN2366
 AN2366'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 AN2366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0826 ***********************************************************************
 CC0826  DESIGNATION -  INGLE
 CC0826  PID         -  CC0826
 CC0826  STATE/COUNTY-  TX/REEVES
 CC0826  USGS QUAD   -  SAND LAKE (1981)
 CC0826
 CC0826                         *CURRENT SURVEY CONTROL
 CC0826  ___________________________________________________________________
 CC0826* NAD 83(1993)-  31 35 49.15612(N)    103 35 26.00118(W)     ADJUSTED  
 CC0826* NAVD 88     -       839.     (meters)    2753.     (feet)  VERTCON   
 CC0826  ___________________________________________________________________
 CC0826  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 CC0826  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 CC0826
 CC0826  HORZ ORDER  -  FIRST
 CC0826
 CC0826.The horizontal coordinates were established by classical geodetic methods
 CC0826.and adjusted by the National Geodetic Survey in February 1996..
 CC0826
 CC0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0826
 CC0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0826
 CC0826.The geoid height was determined by GEOID03.
 CC0826
 CC0826;                    North         East     Units Scale Factor Converg.
 CC0826;SPC TX C     - 3,218,515.815   390,940.236   MT  0.99993562   -1 40 39.6
 CC0826;SPC TX C     -10,559,413.97  1,282,609.76   sFT  0.99993562   -1 40 39.6
 CC0826;UTM  13      - 3,496,628.059   633,714.675   MT  0.99982052   +0 44 18.9
 CC0826
 CC0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0826!SPC TX C     -   0.99987217  x   0.99993562  =   0.99980780
 CC0826!UTM  13      -   0.99987217  x   0.99982052  =   0.99969272
 CC0826
 CC0826:                Primary Azimuth Mark                     Grid Az
 CC0826:SPC TX C     -  JOHNSON                                  090 13 19.7
 CC0826:UTM  13      -  JOHNSON                                  087 48 21.2
 CC0826
 CC0826|---------------------------------------------------------------------|
 CC0826| PID    Reference Object                     Distance      Geod. Az  |
 CC0826|                                                           dddmmss.s |
 CC0826| CC0788 JOHNSON                             APPROX.25.3 KM 0883240.1 |
 CC0826| CH9651 INGLE RM 1                           20.491 METERS 09528     |
 CC0826| CC0810 PECOS COURTHOUSE CUPOLA             APPROX.21.2 KM 1542549.2 |
 CC0826| CH9650 INGLE RM                             21.285 METERS 20229     |
 CC0826|---------------------------------------------------------------------|
 CC0826
 CC0826                          SUPERSEDED SURVEY CONTROL
 CC0826
 CC0826  NAD 83(1986)-  31 35 49.15674(N)    103 35 25.99775(W) AD(       ) 1
 CC0826  NAD 27      -  31 35 48.68500(N)    103 35 24.35500(W) AD(       ) 1
 CC0826  NGVD 29 (07/19/86)  839.     (m)         2753.     (f) VERT ANG       
 CC0826
 CC0826.Superseded values are not recommended for survey control.
 CC0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0826.See file dsdata.txt to determine how the superseded data were derived.
 CC0826
 CC0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ3371596628(NAD 83)
 CC0826_MARKER: Z = SEE DESCRIPTION
 CC0826_SETTING: 0 = UNSPECIFIED SETTING
 CC0826
 CC0826  HISTORY     - Date     Condition        Report By
 CC0826  HISTORY     - 1909     MONUMENTED       CGS
 CC0826  HISTORY     - 1931     GOOD             CGS
 CC0826  HISTORY     - 1945     GOOD             CGS
 CC0826  HISTORY     - 1949     GOOD             CGS
 CC0826  HISTORY     - 1969     GOOD             USGS
 CC0826
 CC0826                          STATION DESCRIPTION
 CC0826
 CC0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CC0826'TWELVE AND ONE-HALF MILES DIRECT, OR 13 MILES BY ROAD NNW
 CC0826'OF PECOS, A TOWN ON THE TEXAS AND PACIFIC RAILWAY, AND 38
 CC0826'METERS (125 FEET) W OF THE HILL PUBLIC ROAD, WHICH IS PARALLEL TO
 CC0826'AND W OF THE PECOS VALLEY SOUTHERN RAILWAY.  FROM THE N, THE
 CC0826'EXTENSION OF THE TANGENT OF ROAD RUNS DIRECTLY OVER STATION.
 CC0826'IT IS ON A PROMINENT ROUND-TOPPED HILL, 4 MILES N OF WHERE
 CC0826'ROAD CROSSES DEEP DRAW IN WHICH ARE A WINDMILL AND RANCH
 CC0826'HOUSE OWNED BY A MR. ENGLE.
 CC0826'
 CC0826'SURFACE MARK IS CAP STATION MARK SCREWED TO TOP OF 3-INCH IRON
 CC0826'PIPE 30 INCHES LONG WHICH IS EMBEDDED IN A CYLINDER OF CONCRETE
 CC0826'20 INCHES IN DIAMETER AND 30 INCHES LONG.
 CC0826'
 CC0826'UNDERGROUND MARK IS A BLOCK OF CONCRETE CONTAINING A STANDARD
 CC0826'BRONZE DISK.
 CC0826'
 CC0826'REFERENCE MARK IS A 3/4-INCH IRON ROD 18 INCHES LONG SET IN
 CC0826'A CYLINDER OF CONCRETE 12 INCHES IN DIAMETER AND 20 INCHES
 CC0826'LONG.  IT IS 21.278 METERS (69.81 FT) FROM STATION S 22 DEG 30 MIN W.
 CC0826'
 CC0826'FOLLOWING DISTANCES AND AZIMUTHS ARE FROM STATION--WINDMILL,
 CC0826'ABOUT 1 MILE S 32 DEG 10 MIN W.  BARSTOW COURTHOUSE CUPOLA,
 CC0826'S 51 DEG 13 MIN E.  PECOS COURTHOUSE CUPOLA, DISTANT ABOUT
 CC0826'11-1/2 MILES S 25 DEG 34 MIN E.
 CC0826
 CC0826                          STATION RECOVERY (1945)
 CC0826
 CC0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0826'PRESENT DESCRIPTION INADEQUATE FOR PRESENT-DAY RECOVERY.  NEW
 CC0826'DESCRIPTION FOLLOWS--
 CC0826'
 CC0826'THE STATION IS LOCATED ABOUT 13 MILES NNW FROM THE TEXAS AND
 CC0826'PACIFIC RAILWAY STATION IN PECOS, TEXAS.
 CC0826'
 CC0826'TO REACH THE STATION FROM THE TEXAS AND PACIFIC RAILWAY
 CC0826'STATION IN PECOS, GO N ON U.S. HIGHWAY 285 FOR 8.9 MILES TO A
 CC0826'GRAVEL ROAD LEADING TO THE RIGHT (N).  AT THIS POINT, A POLE
 CC0826'LINE BRANCHES OFF WITH THIS GRAVEL ROAD AND FOLLOWS ON THE
 CC0826'W SIDE OF THE ROAD.  PROCEED ON GRAVEL ROAD (NNW) FOR 4.3
 CC0826'MILES (PASSING A WINDMILL AND TANK ON RIGHT (E) SIDE OF ROAD
 CC0826'AT 3.3 MILES) TO A TRACK ROAD FORKING TO THE RIGHT (E).
 CC0826'CONTINUE AHEAD TO TOP OF RIDGE OPPOSITE TRACK ROAD TO E WHICH
 CC0826'LEADS ACROSS COUNTRY.  THE STATION IS 140 FEET W OF
 CC0826'CENTER LINE OF THIS N-S ROAD.
 CC0826'
 CC0826'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 CC0826'
 CC0826'THE REFERENCE MARK WAS ALSO RECOVERED IN GOOD CONDITION.
 CC0826'DISTANCE TO REFERENCE MARK WAS NOT CHECKED.
 CC0826
 CC0826                          STATION RECOVERY (1949)
 CC0826
 CC0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (AHC)
 CC0826'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 CC0826'IS GOOD EXCEPT THAT HILL PUBLIC ROAD NOW HAS WIRE GAPS AND
 CC0826'IS USED ONLY BY THE BELL TELEPHONE MAINTENANCE CREWS FOR
 CC0826'ACCESS TO LINES PARALLELING THE OLD ROAD.
 CC0826
 CC0826                          STATION RECOVERY (1969)
 CC0826
 CC0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (CHS)
 CC0826'THE STATION IS LOCATED NORTH 25 DEG WEST ABOUT 13 MILES AIRLINE
 CC0826'FROM PECOS, NORTH 80 DEG WEST ABOUT 28 MILES AIRLINE FROM
 CC0826'PYOTE.  ON A HIGH RIDGE OVERLOOKING THE PECOS RIVER, 140
 CC0826'FEET WEST OF TRACK ROAD AND 11.5 FEET NORTH OF USC AND GS WITNESS
 CC0826'SIGN MOUNTED ON A METAL POST.
 CC0826'
 CC0826'TO REACH FROM THE INTERSECTIONS OF U.S. HIGHWAYS 80 AND 285 IN
 CC0826'PECOS, GO 13.0 MILES NORTHWEST ALONG U.S. HIGHWAY 285 TO
 CC0826'WIRE GATE AND TRACK ROAD EAST.  GO 0.1 MILE EAST ALONG TRACK
 CC0826'ROAD TO WIRE GATE.  CONTINUE EAST ALONG TRACK ROAD 0.3 MILE TO
 CC0826'WIRE GATE AND OLD CORRAL ON RIGHT SIDE OF TRACK ROAD.  CONTINUE
 CC0826'EAST ALONG TRACK ROAD 0.9 MILE TO T-ROAD JUNCTION AND WINDMILL.
 CC0826'TURN LEFT (NORTH) 0.9 MILE ON GRAVEL TRACK ROAD TO A VERY
 CC0826'DIM Y-ROAD JUNCTION EAST.  CONTINUE NORTH ON MAIN TRACK ROAD
 CC0826'0.1 MILE TO TOP OF RIDGE AND STATION.
 CC0826'
 CC0826'STATION MARK--A USC AND GS BRONZE DISK SET IN TOP OF CONCRETE
 CC0826'POST.  THE DISK IS SET FLUSH WITH GROUND AND STAMPED INGLE 1909.
 CC0826'
 CC0826'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CC0826'TO A 3.5 FOOT COPPER COATED STEEL ROD CEMENTED IN DRILL HOLE
 CC0826'IN BEDROCK.  CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 CC0826'DIAMETER AND 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET
 CC0826'IS SET FLUSH WITH GROUND AND STAMPED BY USGS FIELD PARTY IN
 CC0826'1969 INGLE USC AND GS 1909-1969 NO. 1.
 CC0826'
 CC0826'REFERENCE MARK NO. 2--A BOLT SET IN TOP OF CONCRETE POST,
 CC0826'FLUSH WITH GROUND.
 CC0826'
 CC0826'AZIMUTH MARK WAS NOT SEARCHED FOR.  USC AND GS STATION JOHNSON
 CC0826'1909 IS VISIBLE FROM THE GROUND AT THIS STATION AND WILL
 CC0826'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1198 ***********************************************************************
 AH1198  DESIGNATION -  INGLESIDE MUNICIPAL TANK
 AH1198  PID         -  AH1198
 AH1198  STATE/COUNTY-  TX/SAN PATRICIO
 AH1198  USGS QUAD   -  ARANSAS PASS (1975)
 AH1198
 AH1198                         *CURRENT SURVEY CONTROL
 AH1198  ___________________________________________________________________
 AH1198* NAD 83(1993)-  27 52 50.25927(N)    097 12 47.90895(W)     ADJUSTED  
 AH1198* NAVD 88     -                                                        
 AH1198  ___________________________________________________________________
 AH1198  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AH1198  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH1198
 AH1198  HORZ ORDER  -  THIRD
 AH1198
 AH1198.The horizontal coordinates were established by classical geodetic methods
 AH1198.and adjusted by the National Geodetic Survey in February 1996..
 AH1198
 AH1198
 AH1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1198
 AH1198.The geoid height was determined by GEOID03.
 AH1198
 AH1198;                    North         East     Units Scale Factor Converg.
 AH1198;SPC TX S     - 5,245,944.146   426,699.985   MT  1.00001231   +0 35 03.0
 AH1198;SPC TX S     -17,211,068.42  1,399,931.53   sFT  1.00001231   +0 35 03.0
 AH1198;SPC TXSC     - 4,006,586.149   775,960.855   MT  1.00018220   +0 52 31.2
 AH1198;SPC TXSC     -13,144,941.39  2,545,798.24   sFT  1.00018220   +0 52 31.2
 AH1198;UTM  14      - 3,085,261.650   675,881.424   MT  0.99998183   +0 50 08.6
 AH1198
 AH1198                          SUPERSEDED SURVEY CONTROL
 AH1198
 AH1198  NAD 83(1986)-  27 52 50.26509(N)    097 12 47.88621(W) AD(       ) 4
 AH1198  NAD 27      -  27 52 49.20500(N)    097 12 46.91600(W) AD(       ) 3
 AH1198
 AH1198.Superseded values are not recommended for survey control.
 AH1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1198.See file dsdata.txt to determine how the superseded data were derived.
 AH1198
 AH1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7588185262(NAD 83)
 AH1198_MARKER: 53 = ELEVATED TANK
 AH1198
 AH1198  HISTORY     - Date     Condition        Report By
 AH1198  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1198  HISTORY     - 1949     GOOD             CGS
 AH1198  HISTORY     - 1970     MARK NOT FOUND   NGS
 AH1198  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH1198
 AH1198                          STATION DESCRIPTION
 AH1198
 AH1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1198'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF TOWN, 1/2
 AH1198'BLOCK SOUTH OF FARM ROUTE 632 AND 1/2 BLOCK EAST OF A SIDE
 AH1198'STREET.
 AH1198'
 AH1198'IT IS A FOUR LEGGED STEEL STRUCTURE (PAINTED BLACK) SUPPORTING
 AH1198'A SILVER IN COLOR TANK AT ITS TOP AND THE OVERALL HEIGHT IS
 AH1198'ABOUT 135 FEET.
 AH1198'
 AH1198'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE TANK.
 AH1198
 AH1198                          STATION RECOVERY (1949)
 AH1198
 AH1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1198'THE TANK IS LOCATED AT THE NORTHWEST EDGE OF THE TOWN, 65.5
 AH1198'METERS SOUTH OF FARM RD. 632, 35.4 METERS NORTH OF FIRST
 AH1198'STREET SOUTH OF FARM RD. 632, 61.0 METERS EAST OF A NORTH-SOUTH
 AH1198'STREET CONNECTING THE TWO PREVIOUS STREETS.
 AH1198
 AH1198                          STATION RECOVERY (1970)
 AH1198
 AH1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CA)
 AH1198'DESTROYED.  THE TANK WAS TORN DOWN IN MID 1969.
 AH1198'
 AH1198'THE FOUR CONCRETE FOOTINGS WERE RECOVERED INCLUDING THE ONE
 AH1198'IN WHICH BENCH MARK V605 1948 IS SET.
 AH1198'
 AH1198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT INGLESIDE
 AH1198
 AH1198                          STATION RECOVERY (1995)
 AH1198
 AH1198'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1635 ***********************************************************************
 AH1635  DESIGNATION -  INGLESIDE S MUN TANK
 AH1635  PID         -  AH1635
 AH1635  STATE/COUNTY-  TX/SAN PATRICIO
 AH1635  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1635
 AH1635                         *CURRENT SURVEY CONTROL
 AH1635  ___________________________________________________________________
 AH1635* NAD 83(1993)-  27 52 02.03021(N)    097 12 59.59935(W)     ADJUSTED  
 AH1635* NAVD 88     -                                                        
 AH1635  ___________________________________________________________________
 AH1635  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AH1635  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH1635
 AH1635  HORZ ORDER  -  THIRD
 AH1635
 AH1635.The horizontal coordinates were established by classical geodetic methods
 AH1635.and adjusted by the National Geodetic Survey in February 1996..
 AH1635
 AH1635
 AH1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1635
 AH1635.The geoid height was determined by GEOID03.
 AH1635
 AH1635;                    North         East     Units Scale Factor Converg.
 AH1635;SPC TX S     - 5,244,456.334   426,395.331   MT  1.00000876   +0 34 57.7
 AH1635;SPC TX S     -17,206,187.16  1,398,932.02   sFT  1.00000876   +0 34 57.7
 AH1635;UTM  14      - 3,083,772.560   675,583.309   MT  0.99998054   +0 50 01.8
 AH1635
 AH1635                          SUPERSEDED SURVEY CONTROL
 AH1635
 AH1635  NAD 83(1986)-  27 52 02.03747(N)    097 12 59.58115(W) AD(       ) 4
 AH1635
 AH1635.Superseded values are not recommended for survey control.
 AH1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1635.See file dsdata.txt to determine how the superseded data were derived.
 AH1635
 AH1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7558383773(NAD 83)
 AH1635_MARKER: 51 = TANK
 AH1635
 AH1635  HISTORY     - Date     Condition        Report By
 AH1635  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1635  HISTORY     - 1988     GOOD             NOS
 AH1635  HISTORY     - 19950610 GOOD             USPSQD
 AH1635
 AH1635                          STATION DESCRIPTION
 AH1635
 AH1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1635'THE STATION, INGLESIDE SOUTH MUNICIPAL WATER TANK
 AH1635'IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF
 AH1635'STATE HIGHWAY 361 AND FARM ROAD 1069 IN INGLESIDE.
 AH1635'
 AH1635'NO TO REACH NEEDED FOR THIS STATION.
 AH1635'
 AH1635'THE LANDMARK IS THE VENT TOP CENTER ON THE ELLIPSOIDAL ROOFED
 AH1635'TANK, WITH FIVE TUBULAR LEGS, A FLANGED RISER AND PAINTED WHITE
 AH1635'AND THE LEGS ARE PAINTED DARK BLUE AND THE LOGO INGLESIDE MUSTANGS
 AH1635'PAINTED ON THE BOWL. THE OVERALL HEIGHT IS ABOUT 35 METERS (115 FT).
 AH1635'LOCATED 222 METERS (728 FT) NORTHWEST FROM THE CENTER OF ROAD 1069
 AH1635'AND 206 METERS (676 FT) SOUTHWEST FROM THE CENTER OF 8TH STREET.
 AH1635'
 AH1635'DESCRIBED BY G. R. HEID.
 AH1635
 AH1635                          STATION RECOVERY (1988)
 AH1635
 AH1635'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1635'THE STATION WAS RECOVERED AT THIS DATE.
 AH1635'RECOVERED BY GLM.
 AH1635'
 AH1635'RECOVERED BY GLM
 AH1635
 AH1635                          STATION RECOVERY (1995)
 AH1635
 AH1635'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1636 ***********************************************************************
 AH1636  DESIGNATION -  INGLESIDE SAN PATRICIO MWD TK
 AH1636  PID         -  AH1636
 AH1636  STATE/COUNTY-  TX/SAN PATRICIO
 AH1636  USGS QUAD   -  PORT INGLESIDE (1975)
 AH1636
 AH1636                         *CURRENT SURVEY CONTROL
 AH1636  ___________________________________________________________________
 AH1636* NAD 83(1993)-  27 52 21.15894(N)    097 11 43.00269(W)     ADJUSTED  
 AH1636* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 AH1636  ___________________________________________________________________
 AH1636  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AH1636  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH1636
 AH1636  HORZ ORDER  -  THIRD
 AH1636
 AH1636.The horizontal coordinates were established by classical geodetic methods
 AH1636.and adjusted by the National Geodetic Survey in February 1996..
 AH1636
 AH1636.The orthometric height was scaled from a topographic map.
 AH1636
 AH1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1636
 AH1636.The geoid height was determined by GEOID03.
 AH1636
 AH1636;                    North         East     Units Scale Factor Converg.
 AH1636;SPC TX S     - 5,245,066.626   428,484.542   MT  1.00001016   +0 35 32.5
 AH1636;SPC TX S     -17,208,189.42  1,405,786.37   sFT  1.00001016   +0 35 32.5
 AH1636;SPC TXSC     - 4,005,717.570   777,750.161   MT  1.00018575   +0 53 03.0
 AH1636;SPC TXSC     -13,142,091.73  2,551,668.65   sFT  1.00018575   +0 53 03.0
 AH1636;UTM  14      - 3,084,391.997   677,669.771   MT  0.99998963   +0 50 38.2
 AH1636
 AH1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1636!SPC TX S     -   0.99999948  x   1.00001016  =   1.00000964
 AH1636!SPC TXSC     -   0.99999948  x   1.00018575  =   1.00018523
 AH1636!UTM  14      -   0.99999948  x   0.99998963  =   0.99998911
 AH1636
 AH1636                          SUPERSEDED SURVEY CONTROL
 AH1636
 AH1636  NAD 83(1986)-  27 52 21.16634(N)    097 11 42.98328(W) AD(       ) 4
 AH1636
 AH1636.Superseded values are not recommended for survey control.
 AH1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1636.See file dsdata.txt to determine how the superseded data were derived.
 AH1636
 AH1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7767084392(NAD 83)
 AH1636_MARKER: 53 = ELEVATED TANK
 AH1636_MARK LOGO: NGS   
 AH1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH1636+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1636
 AH1636  HISTORY     - Date     Condition        Report By
 AH1636  HISTORY     - 1985     FIRST OBSERVED   NGS
 AH1636  HISTORY     - 1985     GOOD             NGS
 AH1636  HISTORY     - 1988     GOOD             NOS
 AH1636  HISTORY     - 19890215 GOOD             NOS
 AH1636  HISTORY     - 19950610 GOOD             USPSQD
 AH1636
 AH1636                          STATION DESCRIPTION
 AH1636
 AH1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1636'THE STATION, INGLESIDE SAN PATRICIO MUNICIPAL WATER DISTRICT WATER
 AH1636'TANK
 AH1636'IS LOCATED ABOUT 1.8 KM (1.1 MI) SOUTHEAST OF THE JUNCTION OF STATE
 AH1636'HIGHWAY 361 AND FARM ROAD 1069 IN INGLESIDE AND 0.2 KM (0.1 MI)
 AH1636'SOUTHWEST OF HIGHWAY 361.
 AH1636'
 AH1636'NO TO REACH NEEDED FOR THIS STATION.
 AH1636'
 AH1636'THE LANDMARK IS THE VENT TOP CENTER ON THE PEDESTAL SPHERE TANK,
 AH1636'PAINTED TAN WITH THE WORDS SAN PATRICIO MUNICIPAL WATER DISTRICT
 AH1636'PAINTED ON THE BOWL, WITH AN OVERALL HEIGHT OF 30 METERS (100 FT).
 AH1636'LOCATED 90 METERS (295 FT) SOUTHEAST FROM THE CENTER OF AVENUE A AND
 AH1636'IN THE SOUTH CORNER OF A STATE MAINTAINANCE YARD.
 AH1636'
 AH1636'DESCRIBED BY G.R. HEID.
 AH1636
 AH1636                          STATION RECOVERY (1985)
 AH1636
 AH1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AH1636'RECOVERED IN GOOD CONDITION.
 AH1636
 AH1636                          STATION RECOVERY (1988)
 AH1636
 AH1636'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1636'THE STATION WAS RECOVERED AT THIS DATE.
 AH1636'THE STATIONS GEODETIC POSITION WAS VERIFIED AT THIS TIME.
 AH1636'
 AH1636'RECOVERED BY GLM.
 AH1636
 AH1636                          STATION RECOVERY (1989)
 AH1636
 AH1636'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1636'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) SE OF THE JUNCTION OF
 AH1636'STATE HWY 361 AND FARM ROAD 1069 IN INGLESIDE AND 0.2 KM (0.10 MI) SW
 AH1636'OF HWY 361.
 AH1636'NO TO REACH NEEDED FOR THIS STATION.
 AH1636'THE LANDMARK IS THE VENT TOP CENTER ON THE PEDESTAL SPHERE TANK,
 AH1636'PAINTED TAN WITH THE WORDS---SAN PATRICIO MUNICIPAL WATER DISTRICT---
 AH1636'PAINTED ON THE BOWL, WITH AN OVERALL HEIGHT OF 30 M (98.4 FT).
 AH1636'LOCATED 90 M (295.3 FT) SE FROM THE CENTER OF AVENUE A AND IN THE S
 AH1636'CORNER OF A STATE MAINTENANCE YARD.
 AH1636
 AH1636                          STATION RECOVERY (1995)
 AH1636
 AH1636'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0751 ***********************************************************************
 BN0751  DESIGNATION -  INGRAM
 BN0751  PID         -  BN0751
 BN0751  STATE/COUNTY-  TX/KERR
 BN0751  USGS QUAD   -  HUNT (1982)
 BN0751
 BN0751                         *CURRENT SURVEY CONTROL
 BN0751  ___________________________________________________________________
 BN0751* NAD 83(1993)-  30 07 03.07634(N)    099 21 27.78579(W)     ADJUSTED  
 BN0751* NAVD 88     -       661.     (meters)    2169.     (feet)  SCALED    
 BN0751  ___________________________________________________________________
 BN0751  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BN0751  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BN0751
 BN0751  HORZ ORDER  -  FIRST
 BN0751
 BN0751.The horizontal coordinates were established by classical geodetic methods
 BN0751.and adjusted by the National Geodetic Survey in February 1996..
 BN0751
 BN0751.The orthometric height was scaled from a topographic map.
 BN0751
 BN0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0751
 BN0751.The geoid height was determined by GEOID03.
 BN0751
 BN0751;                    North         East     Units Scale Factor Converg.
 BN0751;SPC TXSC     - 4,253,208.632   565,527.395   MT  0.99995631   -0 10 30.9
 BN0751;SPC TXSC     -13,954,068.65  1,855,401.13   sFT  0.99995631   -0 10 30.9
 BN0751;SPC TX C     - 3,050,393.308   794,021.129   MT  0.99999977   +0 30 09.0
 BN0751;SPC TX C     -10,007,832.04  2,605,050.99   sFT  0.99999977   +0 30 09.0
 BN0751;UTM  14      - 3,331,861.749   465,539.512   MT  0.99961465   -0 10 46.2
 BN0751
 BN0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0751!SPC TXSC     -   0.99989961  x   0.99995631  =   0.99985593
 BN0751!SPC TX C     -   0.99989961  x   0.99999977  =   0.99989938
 BN0751!UTM  14      -   0.99989961  x   0.99961465  =   0.99951430
 BN0751
 BN0751:                Primary Azimuth Mark                     Grid Az
 BN0751:SPC TXSC     -  BODE                                     023 22 39.2
 BN0751:SPC TX C     -  BODE                                     022 41 59.3
 BN0751:UTM  14      -  BODE                                     023 22 54.5
 BN0751
 BN0751|---------------------------------------------------------------------|
 BN0751| PID    Reference Object                     Distance      Geod. Az  |
 BN0751|                                                           dddmmss.s |
 BN0751| BN0757 BODE                                APPROX.16.6 KM 0231208.3 |
 BN0751| CV5248 INGRAM RM 1                          22.720 METERS 05547     |
 BN0751| CV5249 INGRAM RM 2                          44.495 METERS 10550     |
 BN0751| CV5250 INGRAM RM 3                          39.258 METERS 19605     |
 BN0751|---------------------------------------------------------------------|
 BN0751
 BN0751                          SUPERSEDED SURVEY CONTROL
 BN0751
 BN0751  NAD 83(1986)-  30 07 03.08404(N)    099 21 27.77415(W) AD(       ) 1
 BN0751  NAD 27      -  30 07 02.34400(N)    099 21 26.61000(W) AD(       ) 1
 BN0751
 BN0751.Superseded values are not recommended for survey control.
 BN0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0751.See file dsdata.txt to determine how the superseded data were derived.
 BN0751
 BN0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU6554031862(NAD 83)
 BN0751_MARKER: DS = TRIANGULATION STATION DISK
 BN0751_SETTING: 66 = SET IN ROCK OUTCROP
 BN0751
 BN0751  HISTORY     - Date     Condition        Report By
 BN0751  HISTORY     - 1935     MONUMENTED       CGS
 BN0751
 BN0751                          STATION DESCRIPTION
 BN0751
 BN0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0751'STATION IS ON THE HIGHEST POINT ON THE DIVIDE BETWEEN JOHNSON
 BN0751'CREEK AND THE QUADALUPE RIVER, HIGHEST POINT IN VICINITY,
 BN0751'ABOUT 3 MILES NNE OF HUNT, ABOUT 12.5 MILES WNW OF KERRVILLE,
 BN0751'ABOUT 0.5 MILE NE OF OLD ROAD CONNECTING QUADALUPE RIVER ROAD
 BN0751'AND U.S. HIGHWAY 290.  STATION IS 10 FEET N OF FENCE, 10 PACES
 BN0751'W OF TRIMMED SCRUB CEDAR TREE.
 BN0751'
 BN0751'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 BN0751'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 BN0751'
 BN0751'REFERENCE MARK NO. 1 IS NNE OF STATION.
 BN0751'
 BN0751'REFERENCE MARK NO. 2 IS SE OF STATION.
 BN0751'
 BN0751'REFERENCE MARK NO. 3 IS SW OF STATION.
 BN0751'
 BN0751'TO REACH FROM POST OFFICE IN INGRAM, GO W 5.85 MILES TO HUNT
 BN0751'SERVICE STATION IN HUNT, THENCE ON RIGHT FORK GO 1.9 MILES
 BN0751'TO STONE HOUSE AND STORE, THENCE RIGHT, THROUGH CATTLE GAP, N
 BN0751'ALONG MAIN ROAD FOR 1.1 MILES TO STUCCO HOUSE AND GATE.  ENTER
 BN0751'GATE, CONTINUE N ON MAIN ROAD FOR 0.45 MILE, THENCE ON LEFT FORK
 BN0751'GO 0.15 MILE ACROSS CREEK.  TAKE LEFT FORK FOR 1.0 MILE TO FORK.
 BN0751'TAKE LEFT FORK FOLLOW MAIN ROAD FOR 0.7 MILE TO SHED, POLE
 BN0751'CORRAL, AND FORK, TAKE RIGHT FORK FOR 0.2 MILE TO GATE AND GOAT
 BN0751'SHED, THENCE RIGHT N ALONG FENCE FOR 1.05 MILES TO BUMP
 BN0751'GATE.  ENTER GATE, TAKE RIGHT FORK NE FOR 0.25 MILE TO
 BN0751'TRIANGULAR BLAZED TREE, TAKE DIM RIGHT FORK ABOUT 0.15
 BN0751'MILE TO TOP OF HILL AND STATION.  STATION MAY BE REACHED BY
 BN0751'TURNING RIGHT E AT BUMP GATE AND FOLLOWING FENCE ABOUT 0.5 MILE
 BN0751'TO TOP OF HILL AND MARK.
 BN0751'
 BN0751'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0651 ***********************************************************************
 EN0651  DESIGNATION -  INITIAL 1923
 EN0651  PID         -  EN0651
 EN0651  STATE/COUNTY-  TX/CHILDRESS
 EN0651  USGS QUAD   -  GARDEN VALLEY (1985)
 EN0651
 EN0651                         *CURRENT SURVEY CONTROL
 EN0651  ___________________________________________________________________
 EN0651* NAD 83(1993)-  34 34 40.07500(N)    100 00 49.66459(W)     ADJUSTED  
 EN0651* NAVD 88     -       496.3    (meters)    1628.     (feet)  VERTCON   
 EN0651  ___________________________________________________________________
 EN0651  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 EN0651  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EN0651
 EN0651  HORZ ORDER  -  THIRD
 EN0651
 EN0651.The horizontal coordinates were established by classical geodetic methods
 EN0651.and adjusted by the National Geodetic Survey in February 1996..
 EN0651
 EN0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0651
 EN0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0651
 EN0651.The geoid height was determined by GEOID03.
 EN0651
 EN0651;                    North         East     Units Scale Factor Converg.
 EN0651;SPC TX N     - 1,065,125.680   336,363.303   MT  1.00001752   +0 51 40.7
 EN0651;SPC TX N     - 3,494,499.84  1,103,551.94   sFT  1.00001752   +0 51 40.7
 EN0651;SPC OK S     -   139,883.141   415,249.110   MT  0.99993595   -1 08 35.0
 EN0651;SPC OK S     -   458,933.27  1,362,363.12   sFT  0.99993595   -1 08 35.0
 EN0651;UTM  14      - 3,826,691.062   407,015.066   MT  0.99970657   -0 34 31.4
 EN0651
 EN0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0651!SPC TX N     -   0.99992655  x   1.00001752  =   0.99994407
 EN0651!SPC OK S     -   0.99992655  x   0.99993595  =   0.99986251
 EN0651!UTM  14      -   0.99992655  x   0.99970657  =   0.99963314
 EN0651
 EN0651:                Primary Azimuth Mark                     Grid Az
 EN0651:SPC TX N     -  CLOSKY 1923                              078 44 32.2
 EN0651:SPC OK S     -  CLOSKY 1923                              080 44 47.9
 EN0651:UTM  14      -  CLOSKY 1923                              080 10 44.3
 EN0651
 EN0651|---------------------------------------------------------------------|
 EN0651| PID    Reference Object                     Distance      Geod. Az  |
 EN0651|                                                           dddmmss.s |
 EN0651| EN0652 CLOSKY 1923                         APPROX. 1.1 KM 0793612.9 |
 EN0651| EN0650 TEX OKLA OLD BDRY T1N R27W 2        206.871 METERS 35947     |
 EN0651|---------------------------------------------------------------------|
 EN0651
 EN0651                          SUPERSEDED SURVEY CONTROL
 EN0651
 EN0651  NAD 83(1993)-  34 34 40.07500(N)    100 00 49.66459(W) AD(       ) 3
 EN0651  NAD 83(1986)-  34 34 40.08092(N)    100 00 49.65647(W) AD(       ) 3
 EN0651  NAD 27      -  34 34 39.84900(N)    100 00 48.29500(W) AD(       ) 3
 EN0651  NGVD 29 (07/19/86)  496.0    (m)         1627.     (f) VERT ANG       
 EN0651
 EN0651.Superseded values are not recommended for survey control.
 EN0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0651.See file dsdata.txt to determine how the superseded data were derived.
 EN0651
 EN0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0701526691(NAD 83)
 EN0651_MARKER: DS = TRIANGULATION STATION DISK
 EN0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0651_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0651+STABILITY: SURFACE MOTION
 EN0651
 EN0651  HISTORY     - Date     Condition        Report By
 EN0651  HISTORY     - 1923     MONUMENTED       CGS
 EN0651  HISTORY     - 1958     GOOD             CGS
 EN0651  HISTORY     - 1966     GOOD             CGS
 EN0651
 EN0651                          STATION DESCRIPTION
 EN0651
 EN0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 EN0651'STATION IS ON THE OLD STATE LINE, ABOUT 1/4 MILE N OF RED RIVER,
 EN0651'5-1/2 MI. W AND 7 MI. S OF THE TOWN OF HILLIS, ON LAND OWNED
 EN0651'BY FRANK CLOSKY, ABOUT 3/4 MI. W OF HIS HOUSE, 2.3 M. (8 FT.) N
 EN0651'OF INITIAL POINT OF THE JONES AND BROWN SURVEY OF 1858, AND 5.5
 EN0651'M. (18 FT.) E OF A N-S FENCE LINE.
 EN0651'
 EN0651'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS, SET IN
 EN0651'CONCRETE.
 EN0651'
 EN0651'THERE ARE NO REFERENCE MARKS.  TEXAS-OKLAHOMA OLD BOUNDARY AND
 EN0651'T 1 N, R 27 W, SECTION 2/11, CORNER, MARKED BY A GRAY STONE
 EN0651'WITH A CROSS CUT IN TOP, IS 206.87 M. (678.7 FT.) FROM THE
 EN0651'STATION N 00 DEG 13 MIN W.
 EN0651'
 EN0651'ELEVATION OF STATION IS 496 M. (1627 FT.).
 EN0651
 EN0651                          STATION RECOVERY (1958)
 EN0651
 EN0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 EN0651'THIS STATION RECOVERED AND FOUND IN GOOD CONDITION.  IT IS NEAR
 EN0651'THE TOP OF A LOW RIDGE, ABOUT 200 YARDS SOUTH OF A WIRE GATE
 EN0651'AND MAIN TRAVELED ROAD AND 18 FEET EAST OF A NORTH-SOUTH FENCE
 EN0651'LINE.  THIS FENCE LINE IS THE FORMER TEXAS-OKLAHOMA STATE LINE.
 EN0651'
 EN0651'TO REACH THE STATION FROM CHILDRESS, FROM THE JUNCTION OF U.S.
 EN0651'HIGHWAYS 287, 83 AND 62 IN THE NORTHWEST EDGE OF TOWN, GO NORTH
 EN0651'ON U.S. 83 AND 62 FOR 20.75 MILES TO A T-ROAD RIGHT OPPOSITE
 EN0651'A HOUSE ON THE LEFT, TURN RIGHT AND GO EAST FOR 1.85 MILES TO
 EN0651'FORKS, TAKE RIGHT FORK AND CONTINUE EASTERLY ON MAIN ROAD
 EN0651'FOR 2.15 MILES TO A T-INTERSECTION, TURN LEFT AND GO NORTH
 EN0651'FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR
 EN0651'0.5 MILE TO A T-INETERSECTION, MAKE A JOG TO LEFT THAN RIGHT
 EN0651'AND GO EAST AND SOUTH ON MAIN ROAD FOR 0.65 MILE TO A T-ROAD
 EN0651'LEFT, TURN LEFT AND GO EAST, NORTH AND SOUTH ON MAIN ROAD
 EN0651'FOR 0.65 MILE TO A T-ROAD LEFT, TURN LEFT AND GO EAST, NORTH AND
 EN0651'EAST FOR 2.05 MILE TO POINT WHERE MAIN ROAD TURNS LEFT, TURN
 EN0651'LEFT AND GO NORTH AND EAST ON MAIN ROAD FOR 1.2 MILES
 EN0651'TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE ON MAIN
 EN0651'TRAVLED ROAD FOR 0.35 MILE TO A WIRE GATE TO NORTHWEST OF A
 EN0651'ROCK HOUSE, PASS THROUGH GATE THEN TRUN LEFT AND GO
 EN0651'EASTERLY (PASSING TO SOUTH OF ROCK HOUSE) FOR 0.6 MILE TO A
 EN0651'WIRE GATE, PASS THROUGH GATE THEN TURN RIGHT AND FOLLOW ROAD
 EN0651'SOUTH AND EAST AROUND EDGE OF FIELD FOR 0.95 MILE TO A WIRE
 EN0651'GATE AT SOUTHEAST CORNER OF CULTIVATED FIELD, PASS
 EN0651'THROUGH GATE THEN RIGHT THROUGH ANOTHER GATE THEN LEFT AND GO
 EN0651'EAST AND SOUTHEAST ON BLADED ROAD FOR 0.7 MILE TO A WIRE GATE.
 EN0651'THE STATION IS ABOUT 200 YARDS SOUTH OF THIS GATE.
 EN0651'
 EN0651'THE GRAY STONE WHICH MARKED THE OLD TEXAS-OKLAHOMA BOUNDARY AND
 EN0651'WAS LOCATED 678.7 FEET FROM THE STATION, WAS NOT RECOVERED.
 EN0651
 EN0651                          STATION RECOVERY (1966)
 EN0651
 EN0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 EN0651'THE STATION WAS VISITED.  THE STATION MARK WAS FOUND TO BE IN
 EN0651'GOOD CONDITION AS PREVIOUSLY DESCRIBED.  THE 1958 DESCRIBED
 EN0651'ROUTE TO REACH THE STATION IS IN ERROR.  THE MILEAGE FROM THE
 EN0651'JUNCTION OF U.S. 287, 83 AND 62 IN THE NORTHWEST EDGE OF
 EN0651'CHILDRESS, NORTH ALONG U.S. 83 AND 62 IS 10.85 MILES TO T-ROAD
 EN0651'RIGHT OPPOSITE A HOUSE ON THE LEFT AND NOT 20.75 MILES AS
 EN0651'DESCRIBED.  THE REMAINING PORTION OF THE DESCRIBED ROUTE IS
 EN0651'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5788 ***********************************************************************
 AW5788  DESIGNATION -  INLAND 1933
 AW5788  PID         -  AW5788
 AW5788  STATE/COUNTY-  TX/GALVESTON
 AW5788  USGS QUAD   -  FLAKE (1994)
 AW5788
 AW5788                         *CURRENT SURVEY CONTROL
 AW5788  ___________________________________________________________________
 AW5788* NAD 83(1993)-  29 24 06.47647(N)    094 44 52.67403(W)     ADJUSTED  
 AW5788* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5788  ___________________________________________________________________
 AW5788  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW5788  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW5788
 AW5788  HORZ ORDER  -  THIRD
 AW5788
 AW5788.The horizontal coordinates were established by classical geodetic methods
 AW5788.and adjusted by the National Geodetic Survey in February 1996..
 AW5788
 AW5788.The orthometric height was scaled from a topographic map.
 AW5788
 AW5788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5788
 AW5788.The geoid height was determined by GEOID03.
 AW5788
 AW5788;                    North         East     Units Scale Factor Converg.
 AW5788;SPC TXSC     - 4,181,327.932 1,012,554.149   MT  0.99986392   +2 04 59.3
 AW5788;SPC TXSC     -13,718,240.06  3,322,021.40   sFT  0.99986392   +2 04 59.3
 AW5788;UTM  15      - 3,253,773.178   330,397.187   MT  0.99995495   -0 51 30.0
 AW5788
 AW5788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5788!SPC TXSC     -   1.00000404  x   0.99986392  =   0.99986796
 AW5788!UTM  15      -   1.00000404  x   0.99995495  =   0.99995899
 AW5788
 AW5788                          SUPERSEDED SURVEY CONTROL
 AW5788
 AW5788  NAD 83(1986)-  29 24 06.49211(N)    094 44 52.65479(W) AD(       ) 3
 AW5788  NAD 27      -  29 24 05.64872(N)    094 44 51.95296(W) AD(       ) 3
 AW5788
 AW5788.Superseded values are not recommended for survey control.
 AW5788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5788.See file dsdata.txt to determine how the superseded data were derived.
 AW5788
 AW5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3039753773(NAD 83)
 AW5788_MARKER: DS = TRIANGULATION STATION DISK
 AW5788_SETTING: 0 = UNSPECIFIED SETTING
 AW5788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5788
 AW5788  HISTORY     - Date     Condition        Report By
 AW5788  HISTORY     - 1933     MONUMENTED       CGS
 AW5788  HISTORY     - 1947     GOOD             CGS
 AW5788  HISTORY     - 1960     GOOD             CGS
 AW5788  HISTORY     - 1962     GOOD             CGS
 AW5788  HISTORY     - 1965     GOOD             CGS
 AW5788  HISTORY     - 19990511 MARK NOT FOUND   USPSQD
 AW5788  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 AW5788  HISTORY     - 20020708 MARK NOT FOUND   USPSQD
 AW5788
 AW5788                          STATION DESCRIPTION
 AW5788
 AW5788'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5788'STATION IS LOCATED ABOUT 2 MILES E OF THE PORT BOLIVAR END
 AW5788'OF THE INTRACOASTAL WATERWAY AND 1/2 MILE NW OF RIGHT-ANGLE
 AW5788'TURN IN SHELL ROAD.  (THIS TURN IS ON A SECONDARY HIGHWAY
 AW5788'1 MILE NW OF THE GALVESTON-PORT ARTHUR ROAD).  IT IS 525 METERS
 AW5788'E OF BEND IN WATERWAY AND 52 METERS S OF S SIDE OF THE WATERWAY.
 AW5788'
 AW5788'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW5788'IN CONCRETE.
 AW5788'
 AW5788'NO REFERENCE MARK WAS SET.
 AW5788'
 AW5788'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 AW5788
 AW5788                          STATION RECOVERY (1947)
 AW5788
 AW5788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5788'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 AW5788'LOCATED BETWEEN U.S.E. STATIONS 3030 AND 3040 ACROSS THE
 AW5788'CANAL AND IT IS 34 METERS FROM THE S BANK OF THE CANAL.
 AW5788'
 AW5788'STATION MARK IS A BRONZE STATION DISK WHICH IS UNSTAMPED.
 AW5788'IT IS SET IN CONCRETE PROJECTING ABOUT 2 INCHES ABOVE HARD
 AW5788'GROUND.
 AW5788
 AW5788                          STATION RECOVERY (1960)
 AW5788
 AW5788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5788'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION
 AW5788'FOLLOWS.  STATION IS LOCATED ON BOLIVAR PENINSULA ABOUT
 AW5788'3.2 MILES NORTHEAST OF BOLIVAR POINT, IN AN OPEN PASTURE
 AW5788'AREA ALONG THE SOUTH SIDE OF THE INTRACOASTAL WATERWAY.
 AW5788'STATION IS 32.4 FEET SOUTHEAST OF U.S.E. TRAVERSE STATION
 AW5788'3040 + 00, 130.0 FEET NORTH OF A SPOIL BANK, 16.0 FEET SOUTH
 AW5788'OF THE SOUTH BANK OF THE WATERWAY AND 1.5 FEET FROM A WITNESS
 AW5788'POST.  A STANDARD DISK STAMPED INLAND 1933 IN TOP OF A
 AW5788'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AW5788
 AW5788                          STATION RECOVERY (1962)
 AW5788
 AW5788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW5788'STATION RECOVERED IN GOOD CONDITION.  THE 1960 RECOVERY NOTE
 AW5788'BY J.K.W. IS GOOD.
 AW5788
 AW5788                          STATION RECOVERY (1965)
 AW5788
 AW5788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RHL)
 AW5788'STATION RECOVERED IN GOOD CONDITION.  THE 1960 RECOVERY
 AW5788'IS ADEQUATE TO REACH THE STATION.
 AW5788
 AW5788                          STATION RECOVERY (1999)
 AW5788
 AW5788'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5788'MARK NOT FOUND.
 AW5788
 AW5788                          STATION RECOVERY (2001)
 AW5788
 AW5788'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW5788'MARK NOT FOUND.
 AW5788
 AW5788                          STATION RECOVERY (2002)
 AW5788
 AW5788'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW5788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6380 ***********************************************************************
 AW6380  DESIGNATION -  INLET
 AW6380  PID         -  AW6380
 AW6380  STATE/COUNTY-  TX/HARRIS
 AW6380  USGS QUAD   -  LA PORTE (1982)
 AW6380
 AW6380                         *CURRENT SURVEY CONTROL
 AW6380  ___________________________________________________________________
 AW6380* NAD 83(1993)-  29 43 31.32403(N)    095 03 01.49653(W)     ADJUSTED  
 AW6380* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6380  ___________________________________________________________________
 AW6380  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AW6380  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW6380
 AW6380  HORZ ORDER  -  THIRD
 AW6380
 AW6380.The horizontal coordinates were established by classical geodetic methods
 AW6380.and adjusted by the National Geodetic Survey in February 1996..
 AW6380
 AW6380.The orthometric height was scaled from a topographic map.
 AW6380
 AW6380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6380
 AW6380.The geoid height was determined by GEOID03.
 AW6380
 AW6380;                    North         East     Units Scale Factor Converg.
 AW6380;SPC TXSC     - 4,216,139.941   982,009.566   MT  0.99988638   +1 56 05.8
 AW6380;SPC TXSC     -13,832,452.46  3,221,809.72   sFT  0.99988638   +1 56 05.8
 AW6380;UTM  15      - 3,290,114.548   301,678.232   MT  1.00008531   -1 01 01.3
 AW6380
 AW6380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6380!SPC TXSC     -   1.00000411  x   0.99988638  =   0.99989049
 AW6380!UTM  15      -   1.00000411  x   1.00008531  =   1.00008942
 AW6380
 AW6380:                Primary Azimuth Mark                     Grid Az
 AW6380:SPC TXSC     -  DAVIS                                    059 52 44.7
 AW6380:UTM  15      -  DAVIS                                    062 49 51.8
 AW6380
 AW6380|---------------------------------------------------------------------|
 AW6380| PID    Reference Object                     Distance      Geod. Az  |
 AW6380|                                                           dddmmss.s |
 AW6380| AW0990 DAVIS                               APPROX. 2.5 KM 0614850.5 |
 AW6380| CV7284 INLET RM 1                           23.662 METERS 22354     |
 AW6380| CV7285 INLET RM 2                           18.580 METERS 30017     |
 AW6380| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX. 4.0 KM 3124910.3 |
 AW6380| AW6230 HOUSTON SHIP CHAN RANGE U RLT       APPROX. 4.7 KM 3322106.2 |
 AW6380| AW6253 HOUSTON SHIP CHAN RANGE U FLT       APPROX. 4.5 KM 3324156.3 |
 AW6380|---------------------------------------------------------------------|
 AW6380
 AW6380                          SUPERSEDED SURVEY CONTROL
 AW6380
 AW6380  NAD 83(1986)-  29 43 31.33969(N)    095 03 01.47728(W) AD(       ) 3
 AW6380  NAD 27      -  29 43 30.51726(N)    095 03 00.72953(W) AD(       ) 3
 AW6380
 AW6380.Superseded values are not recommended for survey control.
 AW6380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6380.See file dsdata.txt to determine how the superseded data were derived.
 AW6380
 AW6380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0167890115(NAD 83)
 AW6380_MARKER: DS = TRIANGULATION STATION DISK
 AW6380_SETTING: 0 = UNSPECIFIED SETTING
 AW6380
 AW6380  HISTORY     - Date     Condition        Report By
 AW6380  HISTORY     - 1930     MONUMENTED       CGS
 AW6380  HISTORY     - 1934     GOOD             TXGS
 AW6380  HISTORY     - 1938     GOOD             CGS
 AW6380  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6380
 AW6380                          STATION DESCRIPTION
 AW6380
 AW6380'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JAB)
 AW6380'STATION IS LOCATED ON THE BANK OF THE SLOUGH LEADING SE
 AW6380'FROM THE S END OF PEGGY LAKE.  IT IS ABOUT 700 METERS SE OF THE
 AW6380'LAKE, ON S SHORE OF SLOUGH, 8 METERS FROM BANK, ON THE ONLY
 AW6380'FAST LAND IN THE VICINITY.  A LINE OF DOUBLE POWER-TRANSMISSION
 AW6380'LINE POLES RUNNING E AND W PASSES ABOUT 60 METERS S OF STATION.
 AW6380'A SMALL STREAM, ABOUT 5 FEET WIDE, MAKES OFF FROM SLOUGH
 AW6380'ABOUT 30 METERS S OF STATION.
 AW6380'
 AW6380'SURFACE AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AW6380'
 AW6380'REFERENCE MARK 1 IS LOCATED DIRECTLY INSHORE FROM STATION.
 AW6380'
 AW6380'REFERENCE MARK 2 IS AT EDGE OF CLEARING NW OF STATION, 4
 AW6380'METERS FROM EDGE OF SLOUGH.
 AW6380
 AW6380                          STATION RECOVERY (1934)
 AW6380
 AW6380'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6380'RECOVERED AS DESCRIBED.  ONE REFERENCE MARK MISSING.
 AW6380
 AW6380                          STATION RECOVERY (1938)
 AW6380
 AW6380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AW6380'STATION IS ABOUT 15 METERS E OF THE E END OF A LOW BRUSH-COVERED
 AW6380'RIDGE WHICH RUNS ALONG THE S BANK OF THE SLOUGH.
 AW6380'
 AW6380'REFERENCE MARK 1 IS DIRECTLY INSHORE FROM STATION.
 AW6380'
 AW6380'REFERENCE MARK 2 IS AT EDGE OF CLEARING NW OF STATION, 4
 AW6380'METERS FROM SLOUGH.
 AW6380
 AW6380                          STATION RECOVERY (1952)
 AW6380
 AW6380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6380'STATION AND REFERENCE MARK 1 WERE NOT RECOVERED.  REFERENCE
 AW6380'MARK 2 WAS RECOVERED IN GOOD CONDITION.
 AW6380'
 AW6380'THE REFERENCE MARK FOUND WAS STAMPED NO 1 1930 BUT FROM
 AW6380'THE DIRECTION AND DESCRIPTION THE MARK FOUND WAS REFERENCE MARK
 AW6380'2.
 AW6380'
 AW6380'THE AREA IS SOFT MARSH.  THE DISTANCE FROM THE REFERENCE
 AW6380'MARK WAS CHAINED AND A 2 BY 4 WAS FOUND IN THE VICINITY
 AW6380'OF WHERE THE STATION SHOULD HAVE BEEN.  AFTER DIGGING THE
 AW6380'STATION WAS NOT FOUND.
 AW6380'
 AW6380'THE DESCRIPTION FOR REFERENCE MARK 2 IS GOOD EXCEPT THAT
 AW6380'THE MONUMENT IS ONLY 1 FOOT FROM THE BAYOU AND WILL PROBABLY
 AW6380'BE WASHED OUT IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1951 ***********************************************************************
 AY1951  DESIGNATION -  INSPIRATION
 AY1951  PID         -  AY1951
 AY1951  STATE/COUNTY-  TX/KENDALL
 AY1951  USGS QUAD   -  BOERNE (1982)
 AY1951
 AY1951                         *CURRENT SURVEY CONTROL
 AY1951  ___________________________________________________________________
 AY1951* NAD 83(1993)-  29 51 33.87747(N)    098 44 45.07118(W)     ADJUSTED  
 AY1951* NAVD 88     -       566.1    (meters)    1857.     (feet)  VERTCON   
 AY1951  ___________________________________________________________________
 AY1951  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 AY1951  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AY1951
 AY1951  HORZ ORDER  -  SECOND
 AY1951
 AY1951.The horizontal coordinates were established by classical geodetic methods
 AY1951.and adjusted by the National Geodetic Survey in February 1996..
 AY1951
 AY1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1951
 AY1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1951
 AY1951.The geoid height was determined by GEOID03.
 AY1951
 AY1951;                    North         East     Units Scale Factor Converg.
 AY1951;SPC TXSC     - 4,224,572.460   624,553.827   MT  0.99990501   +0 07 28.2
 AY1951;SPC TXSC     -13,860,118.15  2,049,057.01   sFT  0.99990501   +0 07 28.2
 AY1951;UTM  14      - 3,303,234.158   524,546.398   MT  0.99960743   +0 07 35.5
 AY1951
 AY1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1951!SPC TXSC     -   0.99991481  x   0.99990501  =   0.99981983
 AY1951!UTM  14      -   0.99991481  x   0.99960743  =   0.99952227
 AY1951
 AY1951|---------------------------------------------------------------------|
 AY1951| PID    Reference Object                     Distance      Geod. Az  |
 AY1951|                                                           dddmmss.s |
 AY1951| CV5253 INSPIRATION RM 2                     14.962 METERS 09815     |
 AY1951| CV5251 INSPIRATION AZ MK                                  3314439.8 |
 AY1951| CV5252 INSPIRATION RM 1                      9.410 METERS 34955     |
 AY1951|---------------------------------------------------------------------|
 AY1951
 AY1951                          SUPERSEDED SURVEY CONTROL
 AY1951
 AY1951  NAD 83(1986)-  29 51 33.88451(N)    098 44 45.05560(W) AD(       ) 2
 AY1951  NAD 27      -  29 51 33.09400(N)    098 44 43.96020(W) AD(       ) 2
 AY1951  NGVD 29 (07/28/98)  566.0    (m)         1857.     (f) VERT ANG       
 AY1951
 AY1951.Superseded values are not recommended for survey control.
 AY1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1951.See file dsdata.txt to determine how the superseded data were derived.
 AY1951
 AY1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU2454603234(NAD 83)
 AY1951_MARKER: DS = TRIANGULATION STATION DISK
 AY1951_SETTING: 66 = SET IN ROCK OUTCROP
 AY1951_PROJECTION: FLUSH
 AY1951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1951+STABILITY: POSITION/ELEVATION WELL
 AY1951
 AY1951  HISTORY     - Date     Condition        Report By
 AY1951  HISTORY     - 1956     MONUMENTED       CGS
 AY1951  HISTORY     - 1964     GOOD             USGS
 AY1951  HISTORY     - 19940323 MARK NOT FOUND   USPSQD
 AY1951
 AY1951                          STATION DESCRIPTION
 AY1951
 AY1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1951'THE STATION IS ABOUT 5-1/4 MILES NORTH AND 1-1/4 MILES WEST
 AY1951'OF BOERNE, ON THE NORTHWEST END OF THE MOST EASTERLY ONE
 AY1951'OF THREE PROMINENT HILLS FORMERLY KNOWN AS INSPIRATION POINT
 AY1951'AND ON LAND OWNED BY J.M. CUMMINGS OF HOUSTON.  IT IS 8
 AY1951'FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST.
 AY1951'
 AY1951'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87
 AY1951'AND STATE ROAD 474 IN BOERNE, GO NORTHWEST ON HIGHWAY 87
 AY1951'FOR 1.15 MILES TO STATE ROAD 1892, TURN RIGHT AND GO NORTHERLY
 AY1951'ON STATE ROAD 1892 FOR 3.0 MILES TO A T-JUNCTION, TURN LEFT
 AY1951'AND GO NORTH-NORTHWEST FOR 0.8 MILE TO A GATE ON THE LEFT
 AY1951'AND A SIGN DEL MOUNTAIN VIEW TURN LEFT, PASS THROUGH THE GATE
 AY1951'AND FOLLOW A TRACK ROAD NORTHERLY FOR 0.15 MILE TO A RANCH
 AY1951'HOUSE ON THE LEFT, BEAR RIGHT AND CONTINUE ON THE MAIN TRACK
 AY1951'ROAD (NORTHERLY) FOR 0.7 MILE TO THE TOP OF A GRADE AND THE
 AY1951'END OF TRUCK TRAVEL.  FROM THIS POINT PACK EAST FOR ABOUT
 AY1951'150 YARDS TO THE HIGHEST POINT AND THE STATION.
 AY1951'
 AY1951'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CONTINUE
 AY1951'NORTHERLY ON THE TRACK ROAD FOR 0.25 MILE TO THE AZIMUTH MARK
 AY1951'ON THE LEFT.
 AY1951'
 AY1951'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1951'STAMPED INSPIRATION 1956.
 AY1951'
 AY1951'REFERENCE MARK 1 IS 39 FEET NORTH OF THE WITNESS POST.  THE
 AY1951'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED INSPIRATION
 AY1951'NO 1 1956.
 AY1951'
 AY1951'REFERENCE MARK 2 IS 44 FEET EAST OF THE WITNESS POST.  THE
 AY1951'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED INSPIRATION
 AY1951'NO 2 1956.
 AY1951'
 AY1951'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTER OF THE ROAD
 AY1951'AND 5 FEET EAST OF A 4 IN X 4 IN WHITE WITNESS POST.  THE
 AY1951'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 AY1951'INSPIRATION 1956.
 AY1951'
 AY1951'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 AY1951
 AY1951                          STATION RECOVERY (1964)
 AY1951
 AY1951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY1951'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29098-4, STATION 1011.
 AY1951'RECOVERED BY USGS IN 1964.
 AY1951'STATION MARK--STANDARD USC AND GS DISK STAMPED---INSPIRATION 1956---,
 AY1951'SET IN BEDROCK FLUSH WITH GROUND.
 AY1951
 AY1951                          STATION RECOVERY (1994)
 AY1951
 AY1951'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0682 ***********************************************************************
 AY0682  DESIGNATION -  INSTITUTE
 AY0682  PID         -  AY0682
 AY0682  STATE/COUNTY-  TX/BEXAR
 AY0682  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0682
 AY0682                         *CURRENT SURVEY CONTROL
 AY0682  ___________________________________________________________________
 AY0682* NAD 83(1993)-  29 26 45.85267(N)    098 36 43.76643(W)     ADJUSTED  
 AY0682* NAVD 88     -       257.479  (meters)     844.75   (feet)  ADJUSTED  
 AY0682  ___________________________________________________________________
 AY0682  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 AY0682  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AY0682  DYNAMIC HT  -         257.104 (meters)     843.52  (feet)  COMP
 AY0682  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 AY0682
 AY0682  HORZ ORDER  -  FIRST
 AY0682  VERT ORDER  -  FIRST     CLASS II
 AY0682
 AY0682.The horizontal coordinates were established by classical geodetic methods
 AY0682.and adjusted by the National Geodetic Survey in February 1996..
 AY0682
 AY0682.The orthometric height was determined by differential leveling
 AY0682.and adjusted by the National Geodetic Survey in June 1991..
 AY0682
 AY0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0682
 AY0682.The geoid height was determined by GEOID03.
 AY0682
 AY0682.The dynamic height is computed by dividing the NAVD 88
 AY0682.geopotential number by the normal gravity value computed on the
 AY0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0682.degrees latitude (g = 980.6199 gals.).
 AY0682
 AY0682.The modeled gravity was interpolated from observed gravity values.
 AY0682
 AY0682;                    North         East     Units Scale Factor Converg.
 AY0682;SPC TXSC     - 4,178,796.265   637,622.427   MT  0.99986512   +0 11 24.0
 AY0682;SPC TXSC     -13,709,934.08  2,091,932.91   sFT  0.99986512   +0 11 24.0
 AY0682;UTM  14      - 3,257,470.599   537,612.669   MT  0.99961746   +0 11 26.4
 AY0682
 AY0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0682!SPC TXSC     -   0.99996350  x   0.99986512  =   0.99982863
 AY0682!UTM  14      -   0.99996350  x   0.99961746  =   0.99958098
 AY0682
 AY0682|---------------------------------------------------------------------|
 AY0682| PID    Reference Object                     Distance      Geod. Az  |
 AY0682|                                                           dddmmss.s |
 AY0682| AY0683 INSTITUTE RM 1                       18.974 METERS 00150     |
 AY0682| AY0680 INSTITUTE AZ MK                                    1790857.7 |
 AY0682| AY0684 INSTITUTE RM 2                       24.475 METERS 18312     |
 AY0682| CV5255 INSTITUTE RM 3                                     33520     |
 AY0682|---------------------------------------------------------------------|
 AY0682
 AY0682                          SUPERSEDED SURVEY CONTROL
 AY0682
 AY0682  NAD 83(1986)-  29 26 45.85715(N)    098 36 43.74881(W) AD(       ) 1
 AY0682  NAD 27      -  29 26 45.02100(N)    098 36 42.67600(W) AD(       ) 1
 AY0682  NGVD 29 (??/??/92)  257.362  (m)          844.36   (f) ADJ UNCH    1 2
 AY0682
 AY0682.Superseded values are not recommended for survey control.
 AY0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0682.See file dsdata.txt to determine how the superseded data were derived.
 AY0682
 AY0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT3761357471(NAD 83)
 AY0682_MARKER: DS = TRIANGULATION STATION DISK
 AY0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0682_STAMPING: INSTITUTE 1953
 AY0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0682+STABILITY: SURFACE MOTION
 AY0682
 AY0682  HISTORY     - Date     Condition        Report By
 AY0682  HISTORY     - 1953     MONUMENTED       CGS
 AY0682  HISTORY     - 1953     GOOD             AMS
 AY0682  HISTORY     - 1953     GOOD             CGS
 AY0682  HISTORY     - 1977     GOOD             TXHD
 AY0682  HISTORY     - 19950504 GOOD             USPSQD
 AY0682
 AY0682                          STATION DESCRIPTION
 AY0682
 AY0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0682'THE STATION IS LOCATED ABOUT 8 MILES WEST OF THE CENTER OF
 AY0682'SAN ANTONIO AND AT THE SITE OF THE SOUTHWEST FOUNDATION FOR
 AY0682'RESEARCH EDUCATION LABORATORY.
 AY0682'
 AY0682'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 90 AND LOOP 13, WHICH
 AY0682'IS ABOUT 8.5 MILES WEST-SOUTHWEST OF THE CENTER OF SAN ANTONIO,
 AY0682'BY GOING EASTERLY ON U.S. HIGHWAY 90 FOR 1.9 MILES TO THE
 AY0682'JUNCTION OF HIGHWAY 90 AND CALLAGHAN ROAD.  TURN LEFT ON
 AY0682'CALLAGHAM ROAD AND GO 2.3 MILES TO THE JUNCTION OF CALLAGHAN
 AY0682'ROAD AND CULEBRA ROAD.  TURN LEFT, WEST, ON CULEBRA ROAD
 AY0682'AND GO 0.5 MILE TO THE ENTRANCE TO THE SOUTHWEST FOUNDATION
 AY0682'FOR RESEARCH EDUCATION LABORATORY.  TURN LEFT AND FOLLOW THE
 AY0682'DRIVE-WAY FOR 0.3 MILE TO A FORK AND BENCH MARK U495 1953
 AY0682'ON THE LEFT.  TAKE THE LEFT ROAD AND GO 0.2 MILE TO THE
 AY0682'STATION ON THE LEFT.
 AY0682'
 AY0682'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 AY0682'DRIVE-WAY FOR 0.15 MILE TO A FORK.  TAKE THE LEFT ROAD AND
 AY0682'GO 0.15 MILE TO A FORK.  TAKE THE LEFT ROAD, GRAVELED, AND PASS
 AY0682'OVER A CATTLE GUARD AND GO 0.3 MILE TO A TRACK ROAD LEFT.  TURN
 AY0682'LEFT AND GO UP-GRADE FOR 0.1 MILE TO THE AZIMUTH MARK AS
 AY0682'DESCRIBED.
 AY0682'
 AY0682'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0682'STAMPED INSTITUTE 1953 IS 74 FEET EAST OF THE CENTER OF THE
 AY0682'DRIVE-WAY, 42 FEET NORTHWEST OF A STEEL FENCE CORNER POST,
 AY0682'32 FEET WEST OF A WIRE FENCE, AND 33 FEET SOUTHWEST OF A
 AY0682'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 AY0682'
 AY0682'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE POST,
 AY0682'STAMPED INSTITUTE NO 1 1953 IS 77 FEET EAST OF THE CENTER
 AY0682'OF THE DRIVE-WAY, 42 FEET NORTHWEST OF THE WITNESS POST, AND
 AY0682'1.5 FEET WEST OF THE FENCE.  THE MARK PROJECTS 5 INCHES.
 AY0682'
 AY0682'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AY0682'MONUMENT, STAMPED INSTITUTE NO 2 1953 IS 78 FEET EAST OF THE
 AY0682'CENTER OF THE DRIVE-WAY AND 1.5 FEET WEST OF THE FENCE.  THE
 AY0682'MARK PROJECTS 5 INCHES.
 AY0682'
 AY0682'BENCH MARK U 495, A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 AY0682'SET IN A CONCRETE POST, STAMPED U 495 1952 IS 48 FEET SOUTHEAST
 AY0682'OF THE FORK IN THE ROAD AND 4.5 FEET NORTH OF A POWER POLE.
 AY0682'THE MARK PROJECTS 4 INCHES.
 AY0682'
 AY0682'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0682'STAMPED INSTITUTE 1953 IS 105 FEET EAST OF A BASEBALL BACK
 AY0682'STOP AND 45 FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK
 AY0682'ROAD.  THE MARK PROJECTS 4 INCHES.
 AY0682'
 AY0682'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY0682
 AY0682                          STATION RECOVERY (1953)
 AY0682
 AY0682'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY0682'STATION WAS RECOVERED IN GOOD CONDITION, 46 FT. W-NW OF A
 AY0682'FENCE CORNER, 49 FT. NORTH OF THE BASE OF A TREE, AND IT
 AY0682'IS 63 FT. EAST OF THE EAST EDGE OF PAVEMENT OF ROAD.
 AY0682
 AY0682                          STATION RECOVERY (1953)
 AY0682
 AY0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AY0682'IN SAN ANTONIO.
 AY0682'AT SAN ANTONIO, AT THE SOUTHWEST RESEARCH INSTITUTE, 0.2 MILE NORTH
 AY0682'ALONG AN OILED ROAD FROM THE MAIN OFFICE, 73 FEET EAST OF THE CENTER
 AY0682'LINE OF AN OILED ROAD, 31 FEET WEST OF A FENCE, 325 FEET SOUTHWEST OF
 AY0682'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 AY0682'THE GROUND.
 AY0682
 AY0682                          STATION RECOVERY (1977)
 AY0682
 AY0682'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1977 (CLJ)
 AY0682'INSTITUTE 1953 RECOVERED GOOD.
 AY0682'
 AY0682'REFERENCE MARK NO. 1 RECOVERED GOOD.
 AY0682'
 AY0682'AZ. MK. NOT SEARCHED FOR.
 AY0682'
 AY0682'1953 DESCRIPTION IS STILL ADEQUATE FOR RECOVERY OF ABOVE NAMED
 AY0682'MONUMENTS.
 AY0682'
 AY0682'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SAN ANTONIO.
 AY0682
 AY0682                          STATION RECOVERY (1995)
 AY0682
 AY0682'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0680 ***********************************************************************
 AY0680  DESIGNATION -  INSTITUTE AZ MK
 AY0680  PID         -  AY0680
 AY0680  STATE/COUNTY-  TX/BEXAR
 AY0680  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0680
 AY0680                         *CURRENT SURVEY CONTROL
 AY0680  ___________________________________________________________________
 AY0680* NAD 83(1986)-  29 26 23.     (N)    098 36 43.     (W)     SCALED    
 AY0680* NAVD 88     -       255.301  (meters)     837.60   (feet)  ADJUSTED  
 AY0680  ___________________________________________________________________
 AY0680  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AY0680  DYNAMIC HT  -         254.929 (meters)     836.38  (feet)  COMP
 AY0680  MODELED GRAV-     979,183.4   (mgal)                       NAVD 88
 AY0680
 AY0680  VERT ORDER  -  FIRST     CLASS II
 AY0680
 AY0680.The horizontal coordinates were scaled from a topographic map and have
 AY0680.an estimated accuracy of +/- 6 seconds.
 AY0680
 AY0680.The orthometric height was determined by differential leveling
 AY0680.and adjusted by the National Geodetic Survey in June 1991..
 AY0680
 AY0680.The geoid height was determined by GEOID03.
 AY0680
 AY0680.The dynamic height is computed by dividing the NAVD 88
 AY0680.geopotential number by the normal gravity value computed on the
 AY0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0680.degrees latitude (g = 980.6199 gals.).
 AY0680
 AY0680.The modeled gravity was interpolated from observed gravity values.
 AY0680
 AY0680;                    North         East    Units  Estimated Accuracy
 AY0680;SPC TXSC     - 4,178,090.      637,650.      MT  (+/- 180 meters Scaled)
 AY0680
 AY0680                          SUPERSEDED SURVEY CONTROL
 AY0680
 AY0680  NGVD 29 (??/??/92)  255.185  (m)          837.22   (f) ADJ UNCH    1 2
 AY0680
 AY0680.Superseded values are not recommended for survey control.
 AY0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0680.See file dsdata.txt to determine how the superseded data were derived.
 AY0680
 AY0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT376567(NAD 83)
 AY0680_MARKER: DZ = AZIMUTH MARK DISK
 AY0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0680_STAMPING: INSTITUTE 1953
 AY0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0680+STABILITY: SURFACE MOTION
 AY0680
 AY0680  HISTORY     - Date     Condition        Report By
 AY0680  HISTORY     - 1953     MONUMENTED       CGS
 AY0680  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0680
 AY0680                          STATION DESCRIPTION
 AY0680
 AY0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0680'IN SAN ANTONIO.
 AY0680'AT SAN ANTONIO, AT THE SOUTHWEST RESEARCH INSTITUTE, 0.3 MILE SOUTH
 AY0680'ALONG A GRAVELED ROAD FROM THE MAIN OFFICE, THENCE 0.1 MILE EAST ALONG
 AY0680'A RIDGE, 3 FEET EAST OF A WITNESS POST, 0.5 MILE SOUTH OF
 AY0680'TRIANGULATION STATION INSTITUTE 1953, SET IN THE TOP OF A CONCRETE
 AY0680'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0680
 AY0680                          STATION RECOVERY (1995)
 AY0680
 AY0680'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0683 ***********************************************************************
 AY0683  DESIGNATION -  INSTITUTE RM 1
 AY0683  PID         -  AY0683
 AY0683  STATE/COUNTY-  TX/BEXAR
 AY0683  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0683
 AY0683                         *CURRENT SURVEY CONTROL
 AY0683  ___________________________________________________________________
 AY0683* NAD 83(1986)-  29 26 46.     (N)    098 36 43.     (W)     SCALED    
 AY0683* NAVD 88     -       257.934  (meters)     846.24   (feet)  ADJUSTED  
 AY0683  ___________________________________________________________________
 AY0683  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AY0683  DYNAMIC HT  -         257.559 (meters)     845.01  (feet)  COMP
 AY0683  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 AY0683
 AY0683  VERT ORDER  -  FIRST     CLASS II
 AY0683
 AY0683.The horizontal coordinates were scaled from a topographic map and have
 AY0683.an estimated accuracy of +/- 6 seconds.
 AY0683
 AY0683.The orthometric height was determined by differential leveling
 AY0683.and adjusted by the National Geodetic Survey in June 1991..
 AY0683
 AY0683.The geoid height was determined by GEOID03.
 AY0683
 AY0683.The dynamic height is computed by dividing the NAVD 88
 AY0683.geopotential number by the normal gravity value computed on the
 AY0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0683.degrees latitude (g = 980.6199 gals.).
 AY0683
 AY0683.The modeled gravity was interpolated from observed gravity values.
 AY0683
 AY0683;                    North         East    Units  Estimated Accuracy
 AY0683;SPC TXSC     - 4,178,800.      637,640.      MT  (+/- 180 meters Scaled)
 AY0683
 AY0683                          SUPERSEDED SURVEY CONTROL
 AY0683
 AY0683  NGVD 29 (??/??/92)  257.817  (m)          845.85   (f) ADJ UNCH    1 2
 AY0683
 AY0683.Superseded values are not recommended for survey control.
 AY0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0683.See file dsdata.txt to determine how the superseded data were derived.
 AY0683
 AY0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT376574(NAD 83)
 AY0683_MARKER: DR = REFERENCE MARK DISK
 AY0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0683_STAMPING: INSTITUTE NO 1 1953
 AY0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0683+STABILITY: SURFACE MOTION
 AY0683
 AY0683  HISTORY     - Date     Condition        Report By
 AY0683  HISTORY     - 1953     MONUMENTED       CGS
 AY0683  HISTORY     - 19950504 GOOD             USPSQD
 AY0683
 AY0683                          STATION DESCRIPTION
 AY0683
 AY0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0683'IN SAN ANTONIO.
 AY0683'AT SAN ANTONIO, AT THE SOUTHWEST RESEARCH INSTITUTE, 0.2 MILE NORTH
 AY0683'ALONG AN OILED ROAD FROM THE MAIN OFFICE, 61.8 FEET NORTHWEST OF
 AY0683'TRIANGULATION STATION INSTITUTE 1953, 78 FEET EAST OF THE CENTER LINE
 AY0683'OF AN OILED ROAD, 1.2 FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF A
 AY0683'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0683
 AY0683                          STATION RECOVERY (1995)
 AY0683
 AY0683'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0684 ***********************************************************************
 AY0684  DESIGNATION -  INSTITUTE RM 2
 AY0684  PID         -  AY0684
 AY0684  STATE/COUNTY-  TX/BEXAR
 AY0684  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0684
 AY0684                         *CURRENT SURVEY CONTROL
 AY0684  ___________________________________________________________________
 AY0684* NAD 83(1986)-  29 26 46.     (N)    098 36 43.     (W)     SCALED    
 AY0684* NAVD 88     -       256.833  (meters)     842.63   (feet)  ADJUSTED  
 AY0684  ___________________________________________________________________
 AY0684  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AY0684  DYNAMIC HT  -         256.459 (meters)     841.40  (feet)  COMP
 AY0684  MODELED GRAV-     979,182.8   (mgal)                       NAVD 88
 AY0684
 AY0684  VERT ORDER  -  FIRST     CLASS II
 AY0684
 AY0684.The horizontal coordinates were scaled from a topographic map and have
 AY0684.an estimated accuracy of +/- 6 seconds.
 AY0684
 AY0684.The orthometric height was determined by differential leveling
 AY0684.and adjusted by the National Geodetic Survey in June 1991..
 AY0684
 AY0684.The geoid height was determined by GEOID03.
 AY0684
 AY0684.The dynamic height is computed by dividing the NAVD 88
 AY0684.geopotential number by the normal gravity value computed on the
 AY0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0684.degrees latitude (g = 980.6199 gals.).
 AY0684
 AY0684.The modeled gravity was interpolated from observed gravity values.
 AY0684
 AY0684;                    North         East    Units  Estimated Accuracy
 AY0684;SPC TXSC     - 4,178,800.      637,640.      MT  (+/- 180 meters Scaled)
 AY0684
 AY0684                          SUPERSEDED SURVEY CONTROL
 AY0684
 AY0684  NGVD 29 (??/??/92)  256.716  (m)          842.24   (f) ADJ UNCH    1 2
 AY0684
 AY0684.Superseded values are not recommended for survey control.
 AY0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0684.See file dsdata.txt to determine how the superseded data were derived.
 AY0684
 AY0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT376574(NAD 83)
 AY0684_MARKER: DR = REFERENCE MARK DISK
 AY0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0684_STAMPING: INSTITUTE NO 2 1953
 AY0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0684+STABILITY: SURFACE MOTION
 AY0684
 AY0684  HISTORY     - Date     Condition        Report By
 AY0684  HISTORY     - 1953     MONUMENTED       CGS
 AY0684  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0684
 AY0684                          STATION DESCRIPTION
 AY0684
 AY0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0684'IN SAN ANTONIO.
 AY0684'AT SAN ANTONIO, AT THE SOUTHWEST RESEARCH INSTITUTE, 0.2 MILE NORTH
 AY0684'ALONG AN OILED ROAD FROM THE MAIN OFFICE, 80 FEET EAST OF THE CENTER
 AY0684'LINE OF AN OILED ROAD, 80.0 FEET SOUTH OF TRIANGULATION STATION
 AY0684'INSTITUTE 1953, 1 FOOT NORTHWEST OF A FENCE, SET IN THE TOP OF A
 AY0684'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0684
 AY0684                          STATION RECOVERY (1995)
 AY0684
 AY0684'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1045 ***********************************************************************
 BM1045  DESIGNATION -  INTERNMENT
 BM1045  PID         -  BM1045
 BM1045  STATE/COUNTY-  TX/ROBERTSON
 BM1045  USGS QUAD   -  HEARNE NORTH (1989)
 BM1045
 BM1045                         *CURRENT SURVEY CONTROL
 BM1045  ___________________________________________________________________
 BM1045* NAD 83(1993)-  30 53 16.38373(N)    096 37 13.29089(W)     ADJUSTED  
 BM1045* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 BM1045  ___________________________________________________________________
 BM1045  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 BM1045  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM1045
 BM1045  HORZ ORDER  -  FIRST
 BM1045
 BM1045.The horizontal coordinates were established by classical geodetic methods
 BM1045.and adjusted by the National Geodetic Survey in February 1996..
 BM1045
 BM1045.The orthometric height was scaled from a topographic map.
 BM1045
 BM1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1045
 BM1045.The geoid height was determined by GEOID03.
 BM1045
 BM1045;                    North         East     Units Scale Factor Converg.
 BM1045;SPC TX C     - 3,141,301.584 1,054,911.912   MT  0.99988370   +1 54 44.6
 BM1045;SPC TX C     -10,306,086.95  3,460,990.16   sFT  0.99988370   +1 54 44.6
 BM1045;UTM  14      - 3,419,602.663   727,471.501   MT  1.00023832   +1 13 19.7
 BM1045
 BM1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1045!SPC TX C     -   0.99998933  x   0.99988370  =   0.99987303
 BM1045!UTM  14      -   0.99998933  x   1.00023832  =   1.00022765
 BM1045
 BM1045|---------------------------------------------------------------------|
 BM1045| PID    Reference Object                     Distance      Geod. Az  |
 BM1045|                                                           dddmmss.s |
 BM1045| CV7777 INTERNMENT RM 1                      62.661 METERS 02325     |
 BM1045| BM1049 HEARNE LARGE MUNICIPAL TANK         APPROX. 2.3 KM 1112959.1 |
 BM1045| BM1048 HEARNE INTERNMENT CAMP TANK         243.998 METERS 15422     |
 BM1045| CV7776 INTERNMENT AZ MK                                   2384125.0 |
 BM1045| CV7778 INTERNMENT RM 2                      34.838 METERS 24139     |
 BM1045|---------------------------------------------------------------------|
 BM1045
 BM1045                          SUPERSEDED SURVEY CONTROL
 BM1045
 BM1045  NAD 83(1986)-  30 53 16.39580(N)    096 37 13.27117(W) AD(       ) 1
 BM1045  NAD 27      -  30 53 15.71300(N)    096 37 12.37700(W) AD(       ) 1
 BM1045
 BM1045.Superseded values are not recommended for survey control.
 BM1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1045.See file dsdata.txt to determine how the superseded data were derived.
 BM1045
 BM1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV2747219603(NAD 83)
 BM1045_MARKER: DS = TRIANGULATION STATION DISK
 BM1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM1045+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 BM1045
 BM1045  HISTORY     - Date     Condition        Report By
 BM1045  HISTORY     - 1943     MONUMENTED       CGS
 BM1045  HISTORY     - 1959     GOOD             TXHD
 BM1045  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM1045  HISTORY     - 20060419 GOOD             JAC
 BM1045
 BM1045                          STATION DESCRIPTION
 BM1045
 BM1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1045'THE STATION IS LOCATED ABOUT 2 MILES NW OF HEARNE, ON THE E SIDE
 BM1045'OF U.S. HIGHWAY 190, ON THE PROPERTY OF THE HEARNE INTERNMENT
 BM1045'CAMP.  IT IS ABOUT 300 FEET SW OF THE GUARDHOUSE AT THE MAIN
 BM1045'ENTRANCE TO CAMP, 12 FEET S OF THE FENCE AND 110 FEET W OF THE
 BM1045'NW CORNER OF BARRACKS.  MARK IS STAMPED INTERNMENT 1943 AND
 BM1045'PROJECTS 3 INCHES.
 BM1045'
 BM1045'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1045'DISKS SET IN CONCRETE.
 BM1045'
 BM1045'REFERENCE MARK NO. 1 IS NE OF STATION, 42 FEET NW OF CENTER LINE
 BM1045'OF U.S. HIGHWAY 190, AND 2 FEET S OF FENCE LINE.  MARK IS
 BM1045'STAMPED INTERNMENT NO. 1, 1943 AND PROJECTS 6 INCHES.
 BM1045'
 BM1045'REFERENCE MARK NO. 2 IS W OF STATION, 1 FOOT S OF FENCE LINE NEAR
 BM1045'FENCE POST.  MARK IS STAMPED INTERNMENT 1943 NO. 2 AND PROJECTS 4
 BM1045'INCHES.
 BM1045'
 BM1045'AZIMUTH MARK IS 0.5 MILE SW OF STATION, 45 FEET NW OF CENTER LINE
 BM1045'OF U.S. HIGHWAY 190, IN A FENCE LINE.  MARK IS STAMPED INTERNMENT
 BM1045'1943 AND PROJECTS 4 INCHES.  REACHED FROM STATION BY GOING SW ON
 BM1045'U.S. HIGHWAY 190 FOR 0.5 MILE TO STATION ON RIGHT SIDE OF ROAD.
 BM1045'
 BM1045'REACHED FROM THE NW SIDE OF HEARNE AT THE RAILROAD STATION AND
 BM1045'THE JUNCTIONS OF U.S. HIGHWAYS 190 AND 77, AND TEXAS HIGHWAY 6,
 BM1045'BY GOING NW ON U.S. HIGHWAY 190 AND TEXAS HIGHWAY 6 FOR 1 MILE
 BM1045'TO THEIR JUNCTION, TURN LEFT AND GO W ON U.S. HIGHWAY 190 FOR 1.3
 BM1045'MILES TO ENTRANCE TO INTERNMENT CAMP, TURN LEFT AND GO THROUGH
 BM1045'GATE AT ENTRANCE THEN TURN RIGHT AND FOLLOW FENCE LINE FOR ABOUT
 BM1045'300 FEET TO STATION.
 BM1045'
 BM1045'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BM1045'
 BM1045'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM1045
 BM1045                          STATION RECOVERY (1959)
 BM1045
 BM1045'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1959 (CDZ)
 BM1045'STATION, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE RECOVERED
 BM1045'IN GOOD CONDITION.
 BM1045
 BM1045                          STATION RECOVERY (1994)
 BM1045
 BM1045'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM1045'MARK NOT FOUND.
 BM1045
 BM1045                          STATION RECOVERY (2006)
 BM1045
 BM1045'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 BM1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0950 ***********************************************************************
 AV0950  DESIGNATION -  INTRACOASTAL
 AV0950  PID         -  AV0950
 AV0950  STATE/COUNTY-  TX/JEFFERSON
 AV0950  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0950
 AV0950                         *CURRENT SURVEY CONTROL
 AV0950  ___________________________________________________________________
 AV0950* NAD 83(1993)-  29 49 31.38660(N)    093 57 23.30452(W)     ADJUSTED  
 AV0950* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AV0950  ___________________________________________________________________
 AV0950  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AV0950  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AV0950
 AV0950  HORZ ORDER  -  SECOND
 AV0950
 AV0950.The horizontal coordinates were established by classical geodetic methods
 AV0950.and adjusted by the National Geodetic Survey in February 1996..
 AV0950
 AV0950.The orthometric height was scaled from a topographic map.
 AV0950
 AV0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0950
 AV0950.The geoid height was determined by GEOID03.
 AV0950
 AV0950;                    North         East     Units Scale Factor Converg.
 AV0950;SPC TXSC     - 4,231,283.110 1,087,280.856   MT  0.99989976   +2 28 15.2
 AV0950;SPC TXSC     -13,882,134.67  3,567,187.28   sFT  0.99989976   +2 28 15.2
 AV0950;SPC LA S     -   149,813.248   746,500.834   MT  0.99993041   -1 18 41.8
 AV0950;SPC LA S     -   491,512.30  2,449,144.82   sFT  0.99993041   -1 18 41.8
 AV0950;UTM  15      - 3,299,820.532   407,587.090   MT  0.99970537   -0 28 32.7
 AV0950
 AV0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0950!SPC TXSC     -   1.00000348  x   0.99989976  =   0.99990324
 AV0950!SPC LA S     -   1.00000348  x   0.99993041  =   0.99993389
 AV0950!UTM  15      -   1.00000348  x   0.99970537  =   0.99970885
 AV0950
 AV0950:                Primary Azimuth Mark                     Grid Az
 AV0950:SPC TXSC     -  PORT ARTHUR NEGRO CH W CUPOLA            007 07 43.6
 AV0950:SPC LA S     -  PORT ARTHUR NEGRO CH W CUPOLA            010 54 40.6
 AV0950:UTM  15      -  PORT ARTHUR NEGRO CH W CUPOLA            010 04 31.5
 AV0950
 AV0950|---------------------------------------------------------------------|
 AV0950| PID    Reference Object                     Distance      Geod. Az  |
 AV0950|                                                           dddmmss.s |
 AV0950| AV0942 PORT ARTHUR NEGRO CH W CUPOLA       APPROX. 5.0 KM 0093558.8 |
 AV0950| AV0945 PORT ARTHUR NEGRO CH E CUPOLA       APPROX. 5.0 KM 0094458.2 |
 AV0950| AV0975 PORT ARTHUR MUNICIPAL TANK          APPROX. 6.9 KM 0180534.1 |
 AV0950| AV0938 PORT ARTHUR KCS RR STA CUPOLA       APPROX. 5.0 KM 0203432.8 |
 AV0950| AV0939 PORT ARTHUR BAUGHN HOTEL FLAG       APPROX. 5.6 KM 0224049.8 |
 AV0950| AV0934 PORT ARTHUR GULF ST UTIL STK        APPROX. 4.9 KM 0241824.8 |
 AV0950| AV0974 PORT ARTHUR COLLEGE RADIO MAST      APPROX. 6.7 KM 0255012.3 |
 AV0950| AV0961 PORT ARTHUR HIGH SCHOOL STACK       APPROX. 6.6 KM 0270458.4 |
 AV0950| AV0952 PAT GLENNONS BAYOU                  APPROX. 9.4 KM 1314955.2 |
 AV0950| CV9913 INTRACOASTAL RM 1                    27.603 METERS 25223     |
 AV0950| AV0948 STATION 361 PLUS 67.8 USE 1933      160.600 METERS 29556     |
 AV0950| AV0957 W PORT ARTHUR W RAD MAST            APPROX. 2.1 KM 3284336.6 |
 AV0950| AV0955 W PORT ARTHUR E RAD MAST            APPROX. 2.0 KM 3295800.1 |
 AV0950| AV0958 PORT ARTHUR GULF REFIN TAL STK      APPROX. 4.7 KM 3453500.4 |
 AV0950| CV9914 INTRACOASTAL RM 2                    27.398 METERS 35219     |
 AV0950| AV0953 W PORT ARTHUR GRAIN CHY ELEV A      APPROX. 1.5 KM 3591717.8 |
 AV0950|---------------------------------------------------------------------|
 AV0950
 AV0950                          SUPERSEDED SURVEY CONTROL
 AV0950
 AV0950  NAD 83(1993)-  29 49 31.38654(N)    093 57 23.30442(W) AD(       ) 2
 AV0950  NAD 83(1986)-  29 49 31.40964(N)    093 57 23.28863(W) AD(       ) 2
 AV0950  NAD 27      -  29 49 30.63000(N)    093 57 22.66900(W) AD(       ) 2
 AV0950
 AV0950.Superseded values are not recommended for survey control.
 AV0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0950.See file dsdata.txt to determine how the superseded data were derived.
 AV0950
 AV0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN0758799821(NAD 83)
 AV0950_MARKER: DS = TRIANGULATION STATION DISK
 AV0950_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AV0950_SP_SET: TOP OF METAL PIPE IN CONCRETE
 AV0950
 AV0950  HISTORY     - Date     Condition        Report By
 AV0950  HISTORY     - 1933     MONUMENTED       CGS
 AV0950  HISTORY     - 1947     GOOD             CGS
 AV0950  HISTORY     - 1957     GOOD             CGS
 AV0950  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AV0950
 AV0950                          STATION DESCRIPTION
 AV0950
 AV0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0950'LOCATED ON STRIP OF LAND BETWEEN LAKE AND CANAL AT TURNING
 AV0950'BASIN AT END OF PORT ARTHUR SHIP CANAL, SE OF TEXACO STORAGE
 AV0950'TANKS.  LOCATED ON HIGHEST SPOIL BANK THROWN UP BY DREDGE,
 AV0950'ON HIGHEST POINT OF BANK, NEARER LAKE THAN CANAL, AND 200
 AV0950'METERS FROM CANAL.
 AV0950'
 AV0950'STATION MARK IS A BRONZE DISK SET IN CONCRETE AT THE CENTER
 AV0950'OF THE TOP OF A TILE.
 AV0950'
 AV0950'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.  REFERENCE
 AV0950'MARK 1 IS IN LOW BUSHES.
 AV0950'
 AV0950'A 12-FOOT SIGNAL WAS ERECTED OVER THE STATION WHICH WAS
 AV0950'NECESSARY ONLY ON ACCOUNT OF HEAT WAVES.  ALL STATIONS WERE
 AV0950'VISIBLE FROM GROUND.
 AV0950'
 AV0950'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 AV0950
 AV0950                          STATION RECOVERY (1947)
 AV0950
 AV0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AV0950'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AV0950
 AV0950                          STATION RECOVERY (1957)
 AV0950
 AV0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HBF)
 AV0950'STATION RECOVERED IN GOOD CONDITION.  FOUND MARKED INTRACOASTAL,
 AV0950'1933.  REFERENCE MARKS HAVE BEEN DESTROYED BY EROSION OF CANAL
 AV0950'BANKS.  STATION ITSELF NOW APPROXIMATELY 60 FEET FROM HIGH
 AV0950'BANK OF CANAL.
 AV0950
 AV0950                          STATION RECOVERY (1963)
 AV0950
 AV0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0950'THE STATION WAS RECOVERED AND FOUND DESTROYED.  A NEW
 AV0950'INTRACOSTAL 2 WAS SET ON THIS DATE, AS INTRACOSTAL 1933
 AV0950'WILL BE LOST SOON BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0949 ***********************************************************************
 AV0949  DESIGNATION -  INTRACOASTAL 2
 AV0949  PID         -  AV0949
 AV0949  STATE/COUNTY-  TX/JEFFERSON
 AV0949  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0949
 AV0949                         *CURRENT SURVEY CONTROL
 AV0949  ___________________________________________________________________
 AV0949* NAD 83(1993)-  29 49 28.73042(N)    093 57 17.23688(W)     ADJUSTED  
 AV0949* NAVD 88     -         6.4    (meters)      21.     (feet)  VERTCON   
 AV0949  ___________________________________________________________________
 AV0949  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0949  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AV0949
 AV0949  HORZ ORDER  -  SECOND
 AV0949
 AV0949.The horizontal coordinates were established by classical geodetic methods
 AV0949.and adjusted by the National Geodetic Survey in February 1996..
 AV0949
 AV0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0949
 AV0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0949
 AV0949.The geoid height was determined by GEOID03.
 AV0949
 AV0949;                    North         East     Units Scale Factor Converg.
 AV0949;SPC TXSC     - 4,231,208.430 1,087,447.122   MT  0.99989965   +2 28 18.2
 AV0949;SPC TXSC     -13,881,889.66  3,567,732.77   sFT  0.99989965   +2 28 18.2
 AV0949;SPC LA S     -   149,727.760   746,661.816   MT  0.99993045   -1 18 38.7
 AV0949;SPC LA S     -   491,231.83  2,449,672.97   sFT  0.99993045   -1 18 38.7
 AV0949;UTM  15      - 3,299,737.420   407,749.266   MT  0.99970500   -0 28 29.6
 AV0949
 AV0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0949!SPC TXSC     -   1.00000326  x   0.99989965  =   0.99990291
 AV0949!SPC LA S     -   1.00000326  x   0.99993045  =   0.99993371
 AV0949!UTM  15      -   1.00000326  x   0.99970500  =   0.99970826
 AV0949
 AV0949:                Primary Azimuth Mark                     Grid Az
 AV0949:SPC TXSC     -  PORT ARTHUR SW MUNICIPAL TANK            007 17 13.4
 AV0949:SPC LA S     -  PORT ARTHUR SW MUNICIPAL TANK            011 04 10.3
 AV0949:UTM  15      -  PORT ARTHUR SW MUNICIPAL TANK            010 14 01.2
 AV0949
 AV0949|---------------------------------------------------------------------|
 AV0949| PID    Reference Object                     Distance      Geod. Az  |
 AV0949|                                                           dddmmss.s |
 AV0949| AV0946 PORT ARTHUR SW MUNICIPAL TANK       APPROX. 5.4 KM 0094531.6 |
 AV0949| AV0935 PORT ARTHUR GOODHUE HOTEL TWR       APPROX. 5.7 KM 0190828.2 |
 AV0949| CV9916 INTRACOASTAL 2 RM 4                  13.682 METERS 03959     |
 AV0949| AV0940 PORT ARTHUR CANAL RNG BC R LT       APPROX. 5.7 KM 1684049.0 |
 AV0949| AV0943 PORT ARTHUR RCA COM WPA MAST        APPROX. 0.9 KM 2355826.3 |
 AV0949| CV9915 INTRACOASTAL 2 RM 3                  11.870 METERS 27812     |
 AV0949| AV0950 INTRACOASTAL                        182.286 METERS 29640     |
 AV0949| AV0958 PORT ARTHUR GULF REFIN TAL STK      APPROX. 4.8 KM 3435613.0 |
 AV0949|---------------------------------------------------------------------|
 AV0949
 AV0949                          SUPERSEDED SURVEY CONTROL
 AV0949
 AV0949  NAD 83(1993)-  29 49 28.73039(N)    093 57 17.23687(W) AD(       ) 2
 AV0949  NAD 83(1986)-  29 49 28.75360(N)    093 57 17.22138(W) AD(       ) 2
 AV0949  NAD 27      -  29 49 27.98070(N)    093 57 16.61730(W) AD(       ) 2
 AV0949  NGVD 29 (07/19/86)    6.4    (m)           21.     (f) VERT ANG       
 AV0949
 AV0949.Superseded values are not recommended for survey control.
 AV0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0949.See file dsdata.txt to determine how the superseded data were derived.
 AV0949
 AV0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN0774999737(NAD 83)
 AV0949_MARKER: DS = TRIANGULATION STATION DISK
 AV0949_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AV0949+WITH SETTING: INFORMATION.
 AV0949_SP_SET: PREFABRICATED CONCRETE POST
 AV0949
 AV0949  HISTORY     - Date     Condition        Report By
 AV0949  HISTORY     - 1963     MONUMENTED       CGS
 AV0949
 AV0949                          STATION DESCRIPTION
 AV0949
 AV0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0949'THE STATION IS LOCATED ON PLEASURE ISLAND, BETWEEN SABINE
 AV0949'LAKE AND PORT ARTHUR CANAL, AT THE JUNCTION OF THE INTRACOASTAL
 AV0949'WATERWAY.  0.2 MILE SOUTHWEST OF THE TEXAS OIL CO. STORAGE
 AV0949'TANKS.  LOCATED ON THE SPOIL BANK ON THE HIGHEST POINT
 AV0949'APPROXIMATELY 300 YARDS EAST OF THE CANAL.
 AV0949'
 AV0949'THE STATION IS BEST REACHED BY BOAT FROM THE DRAW BRIDGE
 AV0949'(STATE HIGHWAY 87) OVER THE INTRACOASTAL WATERWAY.
 AV0949'
 AV0949'THE STATION IS A STANDARD DISK STAMPED INTRACOSTAL 2 1933
 AV0949'1963, CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD, PROJECTS
 AV0949'2 INCHES ABOVE GROUND.  IT IS 26.5 FEET SOUTHWEST OF STATE
 AV0949'HIGHWAY 82.  900 FEET NORTHEAST OF CANAL.  300 FEET SOUTHWEST
 AV0949'OF POWERLINE POLE 2769.
 AV0949'
 AV0949'REFERENCE MARK 3 IS A STANDARD DISK STAMPED INTRACOSTAL 2
 AV0949'NO 3 1933, CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD, PROJECTS
 AV0949'ABOUT 2 INCHES ABOVE GROUND.  IT IS 38.9 FEET SOUTHWEST OF
 AV0949'THE STATION.  315 FEET SOUTHWEST OF STATE HIGHWAY 82.  860 FEET
 AV0949'NORTHEAST OF THE PORT ARTHUR CANAL.
 AV0949'
 AV0949'REFERENCE MARK 4 IS A STANDARD DISK STAMPED INTRACOSTAL 2
 AV0949'NO 4 1933, CRIMPED TO THE TOP OF A 5/8 INCH COPPER ROD, PROJECTS
 AV0949'4 INCHES ABOVE GROUND.  IT IS 265 FEET SOUTHWEST OF STATE
 AV0949'HIGHWAY 82.  300 FEET NORTHEAST OF POWERLINE POLE 2769.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1750 ***********************************************************************
 AB1750  DESIGNATION -  INVE 92
 AB1750  PID         -  AB1750
 AB1750  STATE/COUNTY-  TX/CAMERON
 AB1750  USGS QUAD   -  PORT ISABEL NW (1983)
 AB1750
 AB1750                         *CURRENT SURVEY CONTROL
 AB1750  ___________________________________________________________________
 AB1750* NAD 83(1993)-  26 07 42.10882(N)    097 10 03.11575(W)     ADJUSTED  
 AB1750* NAVD 88     -        34.3    (meters)     113.     (feet)  VERTCON   
 AB1750  ___________________________________________________________________
 AB1750  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AB1750  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 AB1750
 AB1750  HORZ ORDER  -  SECOND
 AB1750
 AB1750.The horizontal coordinates were established by GPS observations
 AB1750.and adjusted by the National Geodetic Survey in February 1996..
 AB1750
 AB1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1750
 AB1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1750
 AB1750.The geoid height was determined by GEOID03.
 AB1750
 AB1750;                    North         East     Units Scale Factor Converg.
 AB1750;SPC TX S     - 5,051,857.406   433,257.160   MT  1.00000987   +0 36 17.8
 AB1750;SPC TX S     -16,574,302.17  1,421,444.53   sFT  1.00000987   +0 36 17.8
 AB1750;UTM  14      - 2,891,189.920   683,208.599   MT  1.00001444   +0 48 26.0
 AB1750
 AB1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1750!SPC TX S     -   0.99999799  x   1.00000987  =   1.00000786
 AB1750!UTM  14      -   0.99999799  x   1.00001444  =   1.00001243
 AB1750
 AB1750                          SUPERSEDED SURVEY CONTROL
 AB1750
 AB1750  NAD 83(1986)-  26 07 42.12421(N)    097 10 03.06890(W) AD(       ) 2
 AB1750  NGVD 29 (12/03/93)   34.4    (m)          113.     (f) GPS OBS        
 AB1750
 AB1750.Superseded values are not recommended for survey control.
 AB1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1750.See file dsdata.txt to determine how the superseded data were derived.
 AB1750
 AB1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8320991190(NAD 83)
 AB1750_MARKER: Z = SEE DESCRIPTION
 AB1750_SETTING: 0 = UNSPECIFIED SETTING
 AB1750_STAMPING: INVE 1992
 AB1750_MARK LOGO: NOS   
 AB1750_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB1750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1750+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB1750
 AB1750  HISTORY     - Date     Condition        Report By
 AB1750  HISTORY     - 1992     MONUMENTED       NOS
 AB1750
 AB1750                          STATION DESCRIPTION
 AB1750
 AB1750'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 AB1750'THE STATION IS LOCATED ON TOP OF A 12 STORY CONDOMINUM ON SOUTH PADRE
 AB1750'ISLAND.
 AB1750'TO REACH THE STATION FROM THE INTERSECTION OF THE CAUSEWAY
 AB1750'CROSSING LAGUNA MADRE AND ROUTE 100 PROCEED NORTH ON ROUTE 100 FOR 2.9
 AB1750'MI (4.67 KM) TO A ROAD ON RIGHT HEAD RIGHT FOR 0.2 MI (0.32 KM) TO
 AB1750'GULF BLVD TURN LEFT AND BUILDING IS ON RIGHT. THE BUILDING IS CALLED
 AB1750'INVERNESS I AND II THE STATION IS ON TOP OF INVERNESS II.
 AB1750'THE STATION IS LOCATED ON TOP OF A
 AB1750'BUILDING ON THE NORTH SIDE OF THE BUILDING, 4.6 M
 AB1750'(15.09 FT) NORTH EAST OF THE NORTH EAST CORNER OF THE ELEVATOR SHAFT
 AB1750'AND 18.85 M (61.84 FT) SOUTH WEST OF THE NORTH EAST CORNER OF THE
 AB1750'BUILDING.
 AB1750'THE STATION IS THE TOP OF A FLAT TOPPED BRONZE FIRE PLUG THAT IS
 AB1750'3 FT (0.91 M) ABOVE THE ROOF, THE TOP HAS A CENTER PUNCH HOLE AND IS
 AB1750'STAMPED---INEV 92---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0943 ***********************************************************************
 BM0943  DESIGNATION -  IOLA MUNICIPAL TANK
 BM0943  PID         -  BM0943
 BM0943  STATE/COUNTY-  TX/GRIMES
 BM0943  USGS QUAD   -  IOLA (1989)
 BM0943
 BM0943                         *CURRENT SURVEY CONTROL
 BM0943  ___________________________________________________________________
 BM0943* NAD 83(1993)-  30 46 30.95097(N)    096 04 30.08628(W)     ADJUSTED  
 BM0943* NAVD 88     -                                                        
 BM0943  ___________________________________________________________________
 BM0943  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 BM0943  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BM0943
 BM0943  HORZ ORDER  -  THIRD
 BM0943
 BM0943.The horizontal coordinates were established by classical geodetic methods
 BM0943.and adjusted by the National Geodetic Survey in February 1996..
 BM0943
 BM0943
 BM0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0943
 BM0943.The geoid height was determined by GEOID03.
 BM0943
 BM0943;                    North         East     Units Scale Factor Converg.
 BM0943;SPC TX C     - 3,130,693.923 1,107,492.734   MT  0.99988949   +2 11 35.8
 BM0943;SPC TX C     -10,271,284.98  3,633,499.08   sFT  0.99988949   +2 11 35.8
 BM0943;UTM  14      - 3,408,354.240   779,947.001   MT  1.00056687   +1 29 51.4
 BM0943;UTM  15      - 3,408,739.515   205,685.584   MT  1.00066868   -1 34 28.3
 BM0943
 BM0943                          SUPERSEDED SURVEY CONTROL
 BM0943
 BM0943  NAD 83(1986)-  30 46 30.96437(N)    096 04 30.06714(W) AD(       ) 4
 BM0943  NAD 27      -  30 46 30.28000(N)    096 04 29.22000(W) AD(       ) 3
 BM0943
 BM0943.Superseded values are not recommended for survey control.
 BM0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0943.See file dsdata.txt to determine how the superseded data were derived.
 BM0943
 BM0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV7994708354(NAD 83)
 BM0943_MARKER: 51 = TANK
 BM0943
 BM0943  HISTORY     - Date     Condition        Report By
 BM0943  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0943  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0943
 BM0943                          STATION DESCRIPTION
 BM0943
 BM0943'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0802 ***********************************************************************
 DO0802  DESIGNATION -  IOWA PARK CITY WATER TANK
 DO0802  PID         -  DO0802
 DO0802  STATE/COUNTY-  TX/WICHITA
 DO0802  USGS QUAD   -  IOWA PARK (1972)
 DO0802
 DO0802                         *CURRENT SURVEY CONTROL
 DO0802  ___________________________________________________________________
 DO0802* NAD 83(1993)-  33 57 04.34231(N)    098 40 00.04475(W)     ADJUSTED  
 DO0802* NAVD 88     -                                                        
 DO0802  ___________________________________________________________________
 DO0802  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 DO0802  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DO0802
 DO0802  HORZ ORDER  -  THIRD
 DO0802
 DO0802.The horizontal coordinates were established by classical geodetic methods
 DO0802.and adjusted by the National Geodetic Survey in February 1996..
 DO0802
 DO0802
 DO0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0802
 DO0802.The geoid height was determined by GEOID03.
 DO0802
 DO0802;                    North         East     Units Scale Factor Converg.
 DO0802;SPC TXNC     - 2,253,356.871   584,592.661   MT  0.99999572   -0 05 27.3
 DO0802;SPC TXNC     - 7,392,888.33  1,917,951.09   sFT  0.99999572   -0 05 27.3
 DO0802;UTM  14      - 3,756,795.873   530,799.117   MT  0.99961169   +0 11 10.2
 DO0802
 DO0802                          SUPERSEDED SURVEY CONTROL
 DO0802
 DO0802  NAD 83(1993)-  33 57 04.34254(N)    098 40 00.04435(W) AD(       ) 4
 DO0802  NAD 83(1986)-  33 57 04.34665(N)    098 40 00.03198(W) AD(       ) 4
 DO0802  NAD 27      -  33 57 04.00000(N)    098 39 58.80000(W) AD(       ) 3
 DO0802
 DO0802.Superseded values are not recommended for survey control.
 DO0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0802.See file dsdata.txt to determine how the superseded data were derived.
 DO0802
 DO0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3079956796(NAD 83)
 DO0802_MARKER: 51 = TANK
 DO0802
 DO0802  HISTORY     - Date     Condition        Report By
 DO0802  HISTORY     - 1923     FIRST OBSERVED   CGS
 DO0802  HISTORY     - 1963     GOOD             CGS
 DO0802  HISTORY     - 1965     GOOD             CGS
 DO0802  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0802
 DO0802                          STATION DESCRIPTION
 DO0802
 DO0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (EOH)
 DO0802'STATION IS A LARGE BLACK TOWER TANK NEAR THE E SIDE OF TOWN.
 DO0802
 DO0802                          STATION RECOVERY (1963)
 DO0802
 DO0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JH)
 DO0802'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  TANK
 DO0802'IS NOW SILVER.  IT IS LOCATED ABOUT 125 FT NORTH OF U.S. 287
 DO0802'IN IOWA PARK.  IT IS ABOUT 0.4 MILES EAST OF THE INTERSECTION
 DO0802'OF F.N. 368.
 DO0802
 DO0802                          STATION RECOVERY (1965)
 DO0802
 DO0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0802'THE STATION WAS RECOVERED AND BELIEVED TO BE IN THE SAME
 DO0802'LOCATION AS IN 1923.  THE TANK HAS BEEN REPAINTED AND IS NOW
 DO0802'SILVER COLORED, RATHER THAN BLACK.
 DO0802
 DO0802                          STATION RECOVERY (2001)
 DO0802
 DO0802'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0804 ***********************************************************************
 DO0804  DESIGNATION -  IOWA PARK N MUNICIPAL TANK
 DO0804  PID         -  DO0804
 DO0804  STATE/COUNTY-  TX/WICHITA
 DO0804  USGS QUAD   -  IOWA PARK (1972)
 DO0804
 DO0804                         *CURRENT SURVEY CONTROL
 DO0804  ___________________________________________________________________
 DO0804* NAD 83(1993)-  33 57 40.55757(N)    098 40 12.23302(W)     ADJUSTED  
 DO0804* NAVD 88     -                                                        
 DO0804  ___________________________________________________________________
 DO0804  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DO0804  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DO0804
 DO0804  HORZ ORDER  -  THIRD
 DO0804
 DO0804.The horizontal coordinates were established by classical geodetic methods
 DO0804.and adjusted by the National Geodetic Survey in February 1996..
 DO0804
 DO0804
 DO0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0804
 DO0804.The geoid height was determined by GEOID03.
 DO0804
 DO0804;                    North         East     Units Scale Factor Converg.
 DO0804;SPC TXNC     - 2,254,473.216   584,281.509   MT  0.99999850   -0 05 33.9
 DO0804;SPC TXNC     - 7,396,550.88  1,916,930.25   sFT  0.99999850   -0 05 33.9
 DO0804;UTM  14      - 3,757,910.271   530,482.694   MT  0.99961145   +0 11 03.5
 DO0804
 DO0804                          SUPERSEDED SURVEY CONTROL
 DO0804
 DO0804  NAD 83(1993)-  33 57 40.55778(N)    098 40 12.23263(W) AD(       ) 4
 DO0804  NAD 83(1986)-  33 57 40.56186(N)    098 40 12.22020(W) AD(       ) 4
 DO0804  NAD 27      -  33 57 40.22386(N)    098 40 10.99484(W) AD(       ) 3
 DO0804
 DO0804.Superseded values are not recommended for survey control.
 DO0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0804.See file dsdata.txt to determine how the superseded data were derived.
 DO0804
 DO0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3048357910(NAD 83)
 DO0804
 DO0804  HISTORY     - Date     Condition        Report By
 DO0804  HISTORY     - 1965     MONUMENTED       CGS
 DO0804  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0804
 DO0804                          STATION DESCRIPTION
 DO0804
 DO0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0804'THE STATION IS THE CENTER OF THE TOP OF A DOUBLE ELLIPSOIDAL
 DO0804'ELEVATED TANK, SUPPORTED BY 4 LEGS AND HAS AN OVERALL HEIGHT OF
 DO0804'ABOUT 130 FEET.  IT IS LOCATED 150 FEET NORTHEAST OF THE
 DO0804'INTERSECTION OF LOUISA AND JACKSON STREETS AT THE NORTH EDGE
 DO0804'OF TOWN.
 DO0804
 DO0804                          STATION RECOVERY (2001)
 DO0804
 DO0804'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0803 ***********************************************************************
 DO0803  DESIGNATION -  IOWA PARK OSCAR SINGLETON MAST
 DO0803  PID         -  DO0803
 DO0803  STATE/COUNTY-  TX/WICHITA
 DO0803  USGS QUAD   -  IOWA PARK (1972)
 DO0803
 DO0803                         *CURRENT SURVEY CONTROL
 DO0803  ___________________________________________________________________
 DO0803* NAD 83(1993)-  33 56 51.58845(N)    098 39 11.42332(W)     ADJUSTED  
 DO0803* NAVD 88     -                                                        
 DO0803  ___________________________________________________________________
 DO0803  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 DO0803  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DO0803
 DO0803  HORZ ORDER  -  THIRD
 DO0803
 DO0803.The horizontal coordinates were established by classical geodetic methods
 DO0803.and adjusted by the National Geodetic Survey in February 1996..
 DO0803.No horizontal observational check was made to the station.
 DO0803
 DO0803
 DO0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0803
 DO0803.The geoid height was determined by GEOID03.
 DO0803
 DO0803;                    North         East     Units Scale Factor Converg.
 DO0803;SPC TXNC     - 2,252,962.007   585,840.538   MT  0.99999475   -0 05 00.7
 DO0803;SPC TXNC     - 7,391,592.85  1,922,045.17   sFT  0.99999475   -0 05 00.7
 DO0803;UTM  14      - 3,756,407.198   532,048.412   MT  0.99961266   +0 11 37.3
 DO0803
 DO0803                          SUPERSEDED SURVEY CONTROL
 DO0803
 DO0803  NAD 83(1993)-  33 56 51.58867(N)    098 39 11.42292(W) AD(       ) 4
 DO0803  NAD 83(1986)-  33 56 51.59274(N)    098 39 11.41064(W) AD(       ) 4
 DO0803  NAD 27      -  33 56 51.25655(N)    098 39 10.18957(W) AD(       ) 3
 DO0803
 DO0803.Superseded values are not recommended for survey control.
 DO0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0803.See file dsdata.txt to determine how the superseded data were derived.
 DO0803
 DO0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC3204856407(NAD 83)
 DO0803
 DO0803  HISTORY     - Date     Condition        Report By
 DO0803  HISTORY     - 1965     MONUMENTED       CGS
 DO0803  HISTORY     - 20010525 GOOD             USPSQD
 DO0803
 DO0803                          STATION DESCRIPTION
 DO0803
 DO0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0803'THE STATION IS THE CENTER OF THE TOP OF A 260 FOOT HIGH RED AND
 DO0803'WHITE STEEL MAST.  IT IS LOCATED ABOUT 200 YARDS EAST-SOUTHEAST
 DO0803'OF THE INTERSECTION OF U.S. HIGHWAY 287 BUSINESS ROUTE AND FARM
 DO0803'ROAD 1814 AT THE SOUTHEAST EDGE OF TOWN.
 DO0803
 DO0803                          STATION RECOVERY (2001)
 DO0803
 DO0803'RECOVERY NOTE BY US POWER SQUADRON 2001 (JGB)
 DO0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1056 ***********************************************************************
 CU1056  DESIGNATION -  IRA
 CU1056  PID         -  CU1056
 CU1056  STATE/COUNTY-  TX/SCURRY
 CU1056  USGS QUAD   -  IRA (1979)
 CU1056
 CU1056                         *CURRENT SURVEY CONTROL
 CU1056  ___________________________________________________________________
 CU1056* NAD 83(1993)-  32 34 05.94968(N)    101 00 43.66429(W)     ADJUSTED  
 CU1056* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 CU1056  ___________________________________________________________________
 CU1056  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 CU1056  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CU1056
 CU1056  HORZ ORDER  -  FIRST
 CU1056
 CU1056.The horizontal coordinates were established by classical geodetic methods
 CU1056.and adjusted by the National Geodetic Survey in February 1996..
 CU1056
 CU1056.The orthometric height was scaled from a topographic map.
 CU1056
 CU1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1056
 CU1056.The geoid height was determined by GEOID03.
 CU1056
 CU1056;                    North         East     Units Scale Factor Converg.
 CU1056;SPC TXNC     - 2,102,804.868   364,141.100   MT  0.99990796   -1 22 12.4
 CU1056;SPC TXNC     - 6,898,952.30  1,194,686.26   sFT  0.99990796   -1 22 12.4
 CU1056;UTM  14      - 3,605,218.320   311,108.858   MT  1.00003999   -1 05 00.5
 CU1056
 CU1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1056!SPC TXNC     -   0.99989360  x   0.99990796  =   0.99980157
 CU1056!UTM  14      -   0.99989360  x   1.00003999  =   0.99993359
 CU1056
 CU1056:                Primary Azimuth Mark                     Grid Az
 CU1056:SPC TXNC     -  SNYDER WINSTON APT BEACON                022 52 04.4
 CU1056:UTM  14      -  SNYDER WINSTON APT BEACON                022 34 52.5
 CU1056
 CU1056|---------------------------------------------------------------------|
 CU1056| PID    Reference Object                     Distance      Geod. Az  |
 CU1056|                                                           dddmmss.s |
 CU1056| CU1029 SNYDER WINSTON APT BEACON           APPROX.15.7 KM 0212952.0 |
 CU1056| CU1027 SNYDER SW MUN TANK                  APPROX.16.3 KM 0240758.5 |
 CU1056| CH9652 IRA RM 1                              7.179 METERS 12726     |
 CU1056| CH9653 IRA RM 2                              7.942 METERS 25540     |
 CU1056| CU0511 F 1180                                             3490736.8 |
 CU1056|---------------------------------------------------------------------|
 CU1056
 CU1056                          SUPERSEDED SURVEY CONTROL
 CU1056
 CU1056  NAD 83(1986)-  32 34 05.95501(N)    101 00 43.65542(W) AD(       ) 1
 CU1056  NAD 27      -  32 34 05.54958(N)    101 00 42.22868(W) AD(       ) 1
 CU1056
 CU1056.Superseded values are not recommended for survey control.
 CU1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1056.See file dsdata.txt to determine how the superseded data were derived.
 CU1056
 CU1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1110905218(NAD 83)
 CU1056_MARKER: DS = TRIANGULATION STATION DISK
 CU1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1056_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1056
 CU1056  HISTORY     - Date     Condition        Report By
 CU1056  HISTORY     - 1968     MONUMENTED       CGS
 CU1056
 CU1056                          STATION DESCRIPTION
 CU1056
 CU1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1056'STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHWEST OF COLORADO
 CU1056'CITY, ABOUT 1 MILE SOUTHWEST OF IRA AND ABOUT 1/4 MILE SOUTHEAST
 CU1056'OF STATE HIGHWAY 350 ON PROPERTY OWNED BY MR. ELISTON CROWDER.
 CU1056'
 CU1056'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 350 AND FARM ROAD
 CU1056'1606 IN IRA, GO SOUTHWEST ON STATE HIGHWAY 350 FOR 1 MILE TO
 CU1056'BENCH MARK ON RIGHT, CONTINUE FOR 0.3 MILE TO A SIDE ROAD LEFT,
 CU1056'TURN LEFT AND FOLLOW TRACK ROAD FOR 0.3 MILE TO HOLLADAY HEIRS
 CU1056'WELL NO. 5 AND STATION.
 CU1056'
 CU1056'STATION MARK, A STANDARD DISK STAMPED IRA 1968, IS SET IN THE
 CU1056'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK IS 21.6
 CU1056'FEET NORTHWEST OF THE NORTH END OF PUMP FOUNDATION, 13 FEET
 CU1056'SOUTH OF TRACK ROAD AND 3.5 FEET SOUTH OF WITNESS POST.
 CU1056'
 CU1056'REFERENCE MARK 1, A STANDARD DISK STAMPED IRA NO 1 1968, IS SET
 CU1056'IN A DRILL HOLE IN THE TOP OF THE CONCRETE FOUNDATION OF OIL WELL
 CU1056'PUMP WHICH PROJECTS 2 FEET.  THE MARK IS 29 FEET SOUTH OF TRACK
 CU1056'ROAD AND 26.5 FEET SOUTHEAST OF WITNESS POST.
 CU1056'
 CU1056'REFERENCE MARK 2, A STANDARD DISK STAMPED IRA NO 2 1968, IS SET IN
 CU1056'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH.  THE MARK IS 47
 CU1056'FEET WEST OF THE NORTH END OF PUMP FOUNDATION, 26 FEET SOUTH EAST
 CU1056'OF TRACK ROAD FORK, 25.8 FEET WEST OF WITNESS POST AND 13 FEET
 CU1056'SOUTH OF TRACK ROAD.
 CU1056'
 CU1056'BENCH MARK F 1180, A STANDARD BENCH MARK DISK STAMPED F 1180
 CU1056'1961, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 CU1056'FLUSH.  THE MARK IS 50 FEET NORTHWEST OF THE CENTER LINE OF
 CU1056'STATE HIGHWAY 350, 12.5 FEET SOUTHWEST OF A POWER LINE POLE
 CU1056'AND 1.6 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1059 ***********************************************************************
 CU1059  DESIGNATION -  IRA AMERADA PETRO MAST KKE 672
 CU1059  PID         -  CU1059
 CU1059  STATE/COUNTY-  TX/BORDEN
 CU1059  USGS QUAD   -  IRA SW (1974)
 CU1059
 CU1059                         *CURRENT SURVEY CONTROL
 CU1059  ___________________________________________________________________
 CU1059* NAD 83(1993)-  32 36 52.67158(N)    101 13 20.40979(W)     ADJUSTED  
 CU1059* NAVD 88     -                                                        
 CU1059  ___________________________________________________________________
 CU1059  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 CU1059  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CU1059
 CU1059  HORZ ORDER  -  THIRD
 CU1059
 CU1059.The horizontal coordinates were established by classical geodetic methods
 CU1059.and adjusted by the National Geodetic Survey in February 1996..
 CU1059
 CU1059
 CU1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1059
 CU1059.The geoid height was determined by GEOID03.
 CU1059
 CU1059;                    North         East     Units Scale Factor Converg.
 CU1059;SPC TXNC     - 2,108,430.168   344,542.474   MT  0.99990152   -1 29 05.1
 CU1059;SPC TXNC     - 6,917,407.98  1,130,386.43   sFT  0.99990152   -1 29 05.1
 CU1059;UTM  14      - 3,610,746.525   291,478.755   MT  1.00013619   -1 11 53.7
 CU1059
 CU1059                          SUPERSEDED SURVEY CONTROL
 CU1059
 CU1059  NAD 83(1986)-  32 36 52.67716(N)    101 13 20.40055(W) AD(       ) 4
 CU1059  NAD 27      -  32 36 52.28037(N)    101 13 18.95025(W) AD(       ) 3
 CU1059
 CU1059.Superseded values are not recommended for survey control.
 CU1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1059.See file dsdata.txt to determine how the superseded data were derived.
 CU1059
 CU1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB9147910747(NAD 83)
 CU1059
 CU1059  HISTORY     - Date     Condition        Report By
 CU1059  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1059
 CU1059                          STATION DESCRIPTION
 CU1059
 CU1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1059'IRA, AMAERADA PETROLUEM CORPORATION, BORDEN FIELD GAINES DISTRICT
 CU1059'MAST KKE 672 IS LOCATED ABOUT 13 MILES NORTHWEST OF IRA, 11
 CU1059'MILES SOUTH OF U.S. HIGHWAY 180 AND 1/2 NORTH OF LAKE J.B. THOMAS
 CU1059'NORTH AT THE BORDEN FIELD GAINES DISTRICT OFFICE.
 CU1059'
 CU1059'TO REACH FROM THE COURT HOUSE IN SNYDER, GO WEST ON U.S. HIGHWAY
 CU1059'180 FOR 17 MILES TO JUNCTION WITH FARM ROAD 1610, TURN
 CU1059'LEFT AND GO SOUTH FOR 11 MILES TO STATION ON RIGHT.
 CU1059'
 CU1059'IS A STEEL LACED MAST, PAINTED RED AND WHITE WITH RED LIGHT
 CU1059'ATOP AND 190 FEET IN HEIGHT.
 CU1059'
 CU1059'POINT INTERSECTED, TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1053 ***********************************************************************
 CU1053  DESIGNATION -  IRA C T MCLAUGHLIN CO MAST
 CU1053  PID         -  CU1053
 CU1053  STATE/COUNTY-  TX/SCURRY
 CU1053  USGS QUAD   -  IRA NE (1979)
 CU1053
 CU1053                         *CURRENT SURVEY CONTROL
 CU1053  ___________________________________________________________________
 CU1053* NAD 83(1993)-  32 39 34.91399(N)    101 05 14.73447(W)     ADJUSTED  
 CU1053* NAVD 88     -                                                        
 CU1053  ___________________________________________________________________
 CU1053  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 CU1053  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CU1053
 CU1053  HORZ ORDER  -  THIRD
 CU1053
 CU1053.The horizontal coordinates were established by classical geodetic methods
 CU1053.and adjusted by the National Geodetic Survey in February 1996..
 CU1053
 CU1053
 CU1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1053
 CU1053.The geoid height was determined by GEOID03.
 CU1053
 CU1053;                    North         East     Units Scale Factor Converg.
 CU1053;SPC TXNC     - 2,113,106.094   357,322.533   MT  0.99989587   -1 24 40.2
 CU1053;SPC TXNC     - 6,932,748.91  1,172,315.68   sFT  0.99989587   -1 24 40.2
 CU1053;UTM  14      - 3,615,487.027   304,237.984   MT  1.00007257   -1 07 36.6
 CU1053
 CU1053                          SUPERSEDED SURVEY CONTROL
 CU1053
 CU1053  NAD 83(1986)-  32 39 34.91919(N)    101 05 14.72506(W) AD(       ) 4
 CU1053  NAD 27      -  32 39 34.52538(N)    101 05 13.28414(W) AD(       ) 3
 CU1053
 CU1053.Superseded values are not recommended for survey control.
 CU1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1053.See file dsdata.txt to determine how the superseded data were derived.
 CU1053
 CU1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0423815487(NAD 83)
 CU1053
 CU1053  HISTORY     - Date     Condition        Report By
 CU1053  HISTORY     - 1968     FIRST OBSERVED   CGS
 CU1053
 CU1053                          STATION DESCRIPTION
 CU1053
 CU1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1053'IT IS A LACED STEEL MAST, PAINTED RED AND WHITE AND IS ABOUT
 CU1053'270 FEET HIGH.  THE POINT INTERSECTED WAS THE TOP-CENTER OF THE
 CU1053'MAST.
 CU1053'
 CU1053'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 180 AND FARM
 CU1053'ROAD 1606 WHICH IS ABOUT 8 MILES WEST OF SNYDER, GO SOUTH, WEST
 CU1053'AND SOUTH ON FARM ROAD 1606 FOR 6.8 MILES TO THE MAST ON THE
 CU1053'RIGHT ABOUT 0.1 MILE WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0566 ***********************************************************************
 BO0566  DESIGNATION -  IRAAN EL PASO NAT GAS MAST
 BO0566  PID         -  BO0566
 BO0566  STATE/COUNTY-  TX/PECOS
 BO0566  USGS QUAD   -  DIVIDE COUNTRY (1967)
 BO0566
 BO0566                         *CURRENT SURVEY CONTROL
 BO0566  ___________________________________________________________________
 BO0566* NAD 83(1993)-  30 52 20.98843(N)    101 56 10.29956(W)     ADJUSTED  
 BO0566* NAVD 88     -                                                        
 BO0566  ___________________________________________________________________
 BO0566  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 BO0566  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BO0566
 BO0566  HORZ ORDER  -  THIRD
 BO0566
 BO0566.The horizontal coordinates were established by classical geodetic methods
 BO0566.and adjusted by the National Geodetic Survey in February 1996..
 BO0566
 BO0566
 BO0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0566
 BO0566.The geoid height was determined by GEOID03.
 BO0566
 BO0566;                    North         East     Units Scale Factor Converg.
 BO0566;SPC TX C     - 3,134,776.355   546,739.689   MT  0.99988426   -0 49 32.0
 BO0566;SPC TX C     -10,284,678.76  1,793,761.80   sFT  0.99988426   -0 49 32.0
 BO0566;UTM  14      - 3,419,164.669   219,262.235   MT  1.00057232   -1 30 27.5
 BO0566;UTM  13      - 3,419,492.935   792,944.473   MT  1.00065873   +1 34 23.7
 BO0566
 BO0566                          SUPERSEDED SURVEY CONTROL
 BO0566
 BO0566  NAD 83(1986)-  30 52 21.00041(N)    101 56 10.28652(W) AD(       ) 4
 BO0566  NAD 27      -  30 52 20.41999(N)    101 56 08.81952(W) AD(       ) 3
 BO0566
 BO0566.Superseded values are not recommended for survey control.
 BO0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0566.See file dsdata.txt to determine how the superseded data were derived.
 BO0566
 BO0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV1926219165(NAD 83)
 BO0566_MARKER: 44 = MICROWAVE MAST
 BO0566
 BO0566  HISTORY     - Date     Condition        Report By
 BO0566  HISTORY     - 1968     FIRST OBSERVED   CGS
 BO0566
 BO0566                          STATION DESCRIPTION
 BO0566
 BO0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BO0566'THE STATION IS THE RED LIGHT ATOP THE IRAAN, EL PASO NATURAL
 BO0566'GAS COMPANY MICROWAVE MAST AND IS LOCATED ABOUT 2.5 MILES
 BO0566'SOUTHWEST OF IRAAN ON A HIGH MESA.  THE MAST IS TRIANGULAR IN
 BO0566'CROSS SECTION AND PAINTED IN ALTERNATE BANDS OF RED AND WHITE
 BO0566'WITH THREE DISH SHAPED SCREENS BELOW THE TOP AND IS 280 FEET
 BO0566'IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0565 ***********************************************************************
 BO0565  DESIGNATION -  IRAAN MARATHON OIL RAD MAST
 BO0565  PID         -  BO0565
 BO0565  STATE/COUNTY-  TX/PECOS
 BO0565  USGS QUAD   -  DIVIDE COUNTRY (1967)
 BO0565
 BO0565                         *CURRENT SURVEY CONTROL
 BO0565  ___________________________________________________________________
 BO0565* NAD 83(1993)-  30 52 16.68728(N)    101 56 01.08528(W)     ADJUSTED  
 BO0565* NAVD 88     -                                                        
 BO0565  ___________________________________________________________________
 BO0565  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 BO0565  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BO0565
 BO0565  HORZ ORDER  -  THIRD
 BO0565
 BO0565.The horizontal coordinates were established by classical geodetic methods
 BO0565.and adjusted by the National Geodetic Survey in February 1996..
 BO0565
 BO0565
 BO0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0565
 BO0565.The geoid height was determined by GEOID03.
 BO0565
 BO0565;                    North         East     Units Scale Factor Converg.
 BO0565;SPC TX C     - 3,134,640.400   546,982.499   MT  0.99988431   -0 49 27.3
 BO0565;SPC TX C     -10,284,232.71  1,794,558.42   sFT  0.99988431   -0 49 27.3
 BO0565;UTM  14      - 3,419,025.738   219,503.576   MT  1.00057065   -1 30 22.6
 BO0565;UTM  13      - 3,419,367.164   793,192.954   MT  1.00066053   +1 34 28.2
 BO0565
 BO0565                          SUPERSEDED SURVEY CONTROL
 BO0565
 BO0565  NAD 83(1986)-  30 52 16.69906(N)    101 56 01.07180(W) AD(       ) 4
 BO0565  NAD 27      -  30 52 16.12437(N)    101 55 59.61454(W) AD(       ) 3
 BO0565
 BO0565.Superseded values are not recommended for survey control.
 BO0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0565.See file dsdata.txt to determine how the superseded data were derived.
 BO0565
 BO0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV1950419026(NAD 83)
 BO0565_MARKER: 42 = RADIO/TV MAST
 BO0565
 BO0565  HISTORY     - Date     Condition        Report By
 BO0565  HISTORY     - 1968     FIRST OBSERVED   CGS
 BO0565
 BO0565                          STATION DESCRIPTION
 BO0565
 BO0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 BO0565'THE STATION IS THE RED LIGHT ATOP THE IRAAN, MARATHON OIL CO
 BO0565'RADIO MAST AND IS LOCATED ABOUT 3 MILES SOUTHWEST OF IRAAN ON A
 BO0565'HIGH MESA.  THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN
 BO0565'ALTERNATE BANDS OF RED AND WHITE AND 200 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0563 ***********************************************************************
 BO0563  DESIGNATION -  IRAAN WATER TANK
 BO0563  PID         -  BO0563
 BO0563  STATE/COUNTY-  TX/PECOS
 BO0563  USGS QUAD   -  DIVIDE COUNTRY (1967)
 BO0563
 BO0563                         *CURRENT SURVEY CONTROL
 BO0563  ___________________________________________________________________
 BO0563* NAD 83(1993)-  30 52 20.26597(N)    101 56 07.27849(W)     ADJUSTED  
 BO0563* NAVD 88     -                                                        
 BO0563  ___________________________________________________________________
 BO0563  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 BO0563  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BO0563
 BO0563  HORZ ORDER  -  THIRD
 BO0563
 BO0563.The horizontal coordinates were established by classical geodetic methods
 BO0563.and adjusted by the National Geodetic Survey in February 1996..
 BO0563
 BO0563
 BO0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0563
 BO0563.The geoid height was determined by GEOID03.
 BO0563
 BO0563;                    North         East     Units Scale Factor Converg.
 BO0563;SPC TX C     - 3,134,752.955   546,819.603   MT  0.99988427   -0 49 30.5
 BO0563;SPC TX C     -10,284,601.99  1,794,023.98   sFT  0.99988427   -0 49 30.5
 BO0563;UTM  14      - 3,419,140.302   219,341.920   MT  1.00057177   -1 30 25.9
 BO0563;UTM  13      - 3,419,472.884   793,025.359   MT  1.00065932   +1 34 25.2
 BO0563
 BO0563                          SUPERSEDED SURVEY CONTROL
 BO0563
 BO0563  NAD 83(1986)-  30 52 20.27688(N)    101 56 07.26423(W) AD(       ) 4
 BO0563  NAD 27      -  30 52 19.70600(N)    101 56 05.80400(W) AD(       ) 3
 BO0563
 BO0563.Superseded values are not recommended for survey control.
 BO0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0563.See file dsdata.txt to determine how the superseded data were derived.
 BO0563
 BO0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV1934219140(NAD 83)
 BO0563_MARKER: 51 = TANK
 BO0563
 BO0563  HISTORY     - Date     Condition        Report By
 BO0563  HISTORY     - 1943     FIRST OBSERVED   CGS
 BO0563
 BO0563                          STATION DESCRIPTION
 BO0563
 BO0563'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1363 ***********************************************************************
 BZ1363  DESIGNATION -  IREDELL
 BZ1363  PID         -  BZ1363
 BZ1363  STATE/COUNTY-  TX/BOSQUE
 BZ1363  USGS QUAD   -  IREDELL (1979)
 BZ1363
 BZ1363                         *CURRENT SURVEY CONTROL
 BZ1363  ___________________________________________________________________
 BZ1363* NAD 83(1993)-  31 56 56.38405(N)    097 52 14.29810(W)     ADJUSTED  
 BZ1363* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 BZ1363  ___________________________________________________________________
 BZ1363  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BZ1363  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BZ1363
 BZ1363  HORZ ORDER  -  THIRD
 BZ1363
 BZ1363.The horizontal coordinates were established by classical geodetic methods
 BZ1363.and adjusted by the National Geodetic Survey in February 1996..
 BZ1363
 BZ1363.The orthometric height was scaled from a topographic map.
 BZ1363
 BZ1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1363
 BZ1363.The geoid height was determined by GEOID03.
 BZ1363
 BZ1363;                    North         East     Units Scale Factor Converg.
 BZ1363;SPC TX C     - 3,255,598.593   932,821.755   MT  1.00001830   +1 16 06.4
 BZ1363;SPC TX C     -10,681,076.38  3,060,432.71   sFT  1.00001830   +1 16 06.4
 BZ1363;SPC TXNC     - 2,031,487.201   659,506.241   MT  1.00005615   +0 20 35.7
 BZ1363;SPC TXNC     - 6,664,970.93  2,163,730.06   sFT  1.00005615   +0 20 35.7
 BZ1363;UTM  14      - 3,535,338.955   606,736.317   MT  0.99974050   +0 35 51.6
 BZ1363
 BZ1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1363!SPC TX C     -   0.99994572  x   1.00001830  =   0.99996402
 BZ1363!SPC TXNC     -   0.99994572  x   1.00005615  =   1.00000187
 BZ1363!UTM  14      -   0.99994572  x   0.99974050  =   0.99968624
 BZ1363
 BZ1363:                Primary Azimuth Mark                     Grid Az
 BZ1363:SPC TX C     -  IREDELL AZ MK                            051 46 04.8
 BZ1363:SPC TXNC     -  IREDELL AZ MK                            052 41 35.5
 BZ1363:UTM  14      -  IREDELL AZ MK                            052 26 19.6
 BZ1363
 BZ1363|---------------------------------------------------------------------|
 BZ1363| PID    Reference Object                     Distance      Geod. Az  |
 BZ1363|                                                           dddmmss.s |
 BZ1363| CV5257 IREDELL AZ MK                                      0530211.2 |
 BZ1363| CV5258 IREDELL RM 1                         16.505 METERS 08546     |
 BZ1363| CV5259 IREDELL RM 2                         14.806 METERS 34958     |
 BZ1363|---------------------------------------------------------------------|
 BZ1363
 BZ1363                          SUPERSEDED SURVEY CONTROL
 BZ1363
 BZ1363  NAD 83(1986)-  31 56 56.38919(N)    097 52 14.27810(W) AD(       ) 3
 BZ1363  NAD 27      -  31 56 55.85100(N)    097 52 13.17900(W) AD(       ) 3
 BZ1363
 BZ1363.Superseded values are not recommended for survey control.
 BZ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1363.See file dsdata.txt to determine how the superseded data were derived.
 BZ1363
 BZ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA0673635339(NAD 83)
 BZ1363_MARKER: DS = TRIANGULATION STATION DISK
 BZ1363_SETTING: 66 = SET IN ROCK OUTCROP
 BZ1363_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BZ1363
 BZ1363  HISTORY     - Date     Condition        Report By
 BZ1363  HISTORY     - 1944     MONUMENTED       CGS
 BZ1363  HISTORY     - 1955     GOOD             USGS
 BZ1363  HISTORY     - 1959     GOOD             CGS
 BZ1363  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1363
 BZ1363                          STATION DESCRIPTION
 BZ1363
 BZ1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 BZ1363'STATION IS LOCATED ON THE MOST N POINT OF THE HIGH WOODED
 BZ1363'COUNTRY LYING ABOUT 2 MILES SW OF IREDELL AND ABOUT 1/4
 BZ1363'MILE W OF THE GRADED ROAD.  IT IS ON THE POINT THAT OVERLOOKS
 BZ1363'ALL THE COUNTRY TO THE W, N, AND E.  THE COUNTRY TO THE S
 BZ1363'IS HIGHER.
 BZ1363'
 BZ1363'STATION MARK IS ON THE N END OF THE LONG, FLAT-TOPPED,
 BZ1363'SPARSELY-WOODED HILL, ABOUT 30 YARDS S OF THE N RIM, 55
 BZ1363'FEET NE OF A LONE 6-INCH TWIN CEDAR TREE, AND 55 FEET W
 BZ1363'OF A WHITE REFERENCE POST.  IT IS A BRONZE STATION DISK
 BZ1363'SET IN A DRILL HOLE IN BEDROCK AND STAMPED IREDELL 1944.
 BZ1363'
 BZ1363'REFERENCE MARK 1 IS ENE OF THE STATION AND 14 YARDS W OF
 BZ1363'THE E RIM OF THE HILL.  IT IS A BRONZE REFERENCE DISK CEMENTED
 BZ1363'IN A DRILL HOLE IN BEDROCK AND STAMPED IREDELL NO 1 1944.
 BZ1363'
 BZ1363'REFERENCE MARK 2 IS NNW OF THE STATION AND 11 YARDS S OF
 BZ1363'THE N RIM OF THE HILL.  IT IS A BRONZE REFERENCE DISK CEMENTED
 BZ1363'IN A DRILL HOLE IN BEDROCK AND STAMPED IREDELL NO 2 1944.
 BZ1363'
 BZ1363'AZIMUTH MARK IS ABOUT 0.7 MILE NE OF THE STATION, 75 FEET
 BZ1363'NW OF A RIGHT-ANGLE TURN OF THE GRADED DIRT ROAD, 15 FEET
 BZ1363'SW OF THE CENTER LINE OF THE ROAD, AND 1 FOOT SW OF A FENCE
 BZ1363'LINE.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A 10- BY
 BZ1363'10-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 BZ1363'ABOVE THE GROUND AND STAMPED IREDELL 1944.
 BZ1363'
 BZ1363'TO REACH FROM THE IREDELL DRUG COMPANY IN IREDELL, GO W
 BZ1363'ALONG A GRADED DIRT ROAD FOR 0.1 MILE, TURN LEFT OPPOSITE
 BZ1363'A CEMETERY AND GO S ALONG A GRADED DIRT ROAD FOR 3.4 MILES TO
 BZ1363'TWO SMALL WHITE FARMHOUSES ON THE RIGHT, ABOUT 1/4 MILE APART.
 BZ1363'TURN RIGHT THROUGH A GATE TO THE N OF THE SECOND WHITE HOUSE
 BZ1363'AND FOLLOW A TRACK ROAD N FOR 1/4 MILE TO A SMALL RESERVOIR
 BZ1363'(STOCK WATER) AND END OF TRUCK TRAVEL.  FROM HERE PACK 1/4
 BZ1363'MILE W AND UP THE HILL TO THE STATION.
 BZ1363'
 BZ1363'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 BZ1363
 BZ1363                          STATION RECOVERY (1955)
 BZ1363
 BZ1363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BZ1363'RECOVERED BY USGS IN 1955.
 BZ1363'STATION MARK--A BRONZE STATION DISK SET IN A DRILL HOLE IN BEDROCK AND
 BZ1363'STAMPED---IREDELL 1944---.
 BZ1363
 BZ1363                          STATION RECOVERY (1959)
 BZ1363
 BZ1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (KMB)
 BZ1363'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 BZ1363'MARK WERE ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1363'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 BZ1363
 BZ1363                          STATION RECOVERY (2001)
 BZ1363
 BZ1363'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0217 ***********************************************************************
 AM0217  DESIGNATION -  IRENE
 AM0217  PID         -  AM0217
 AM0217  STATE/COUNTY-  TX/MATAGORDA
 AM0217  USGS QUAD   -  DRESSING POINT (1973)
 AM0217
 AM0217                         *CURRENT SURVEY CONTROL
 AM0217  ___________________________________________________________________
 AM0217* NAD 83(1993)-  28 44 45.40157(N)    095 45 49.49187(W)     ADJUSTED  
 AM0217* NAVD 88     -         0.96   (+/-2cm)       3.1    (feet)  VERTCON   
 AM0217  ___________________________________________________________________
 AM0217  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AM0217  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AM0217
 AM0217  HORZ ORDER  -  SECOND
 AM0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0217
 AM0217.The horizontal coordinates were established by classical geodetic methods
 AM0217.and adjusted by the National Geodetic Survey in February 1996..
 AM0217
 AM0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0217.The vertical order pertains to the NGVD 29 superseded value.
 AM0217
 AM0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0217
 AM0217.The geoid height was determined by GEOID03.
 AM0217
 AM0217;                    North         East     Units Scale Factor Converg.
 AM0217;SPC TXSC     - 4,105,516.263   916,037.876   MT  0.99991569   +1 35 07.7
 AM0217;SPC TXSC     -13,469,514.61  3,005,367.60   sFT  0.99991569   +1 35 07.7
 AM0217;UTM  15      - 3,182,971.188   230,098.916   MT  1.00049908   -1 19 47.9
 AM0217
 AM0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0217!SPC TXSC     -   1.00000401  x   0.99991569  =   0.99991970
 AM0217!UTM  15      -   1.00000401  x   1.00049908  =   1.00050309
 AM0217
 AM0217|---------------------------------------------------------------------|
 AM0217| PID    Reference Object                     Distance      Geod. Az  |
 AM0217|                                                           dddmmss.s |
 AM0217| AM0218 IRENE RM 1                           26.940 METERS 07901     |
 AM0217| AM0219 IRENE RM 2                                         2141330.3 |
 AM0217|---------------------------------------------------------------------|
 AM0217
 AM0217                          SUPERSEDED SURVEY CONTROL
 AM0217
 AM0217  NAD 83(1986)-  28 44 45.41014(N)    095 45 49.47283(W) AD(       ) 2
 AM0217  NAD 27      -  28 44 44.46900(N)    095 45 48.61200(W) AD(       ) 2
 AM0217  NGVD 29 (??/??/92)    1.006  (m)            3.30   (f) ADJ UNCH    2 0
 AM0217
 AM0217.Superseded values are not recommended for survey control.
 AM0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0217.See file dsdata.txt to determine how the superseded data were derived.
 AM0217
 AM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM3009982971(NAD 83)
 AM0217_MARKER: DS = TRIANGULATION STATION DISK
 AM0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0217_STAMPING: IRENE 1934
 AM0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0217+STABILITY: SURFACE MOTION
 AM0217
 AM0217  HISTORY     - Date     Condition        Report By
 AM0217  HISTORY     - 1934     MONUMENTED       CGS
 AM0217  HISTORY     - 1937     GOOD             TSI
 AM0217  HISTORY     - 1942     GOOD             CGS
 AM0217  HISTORY     - 1947     GOOD             CGS
 AM0217  HISTORY     - 1949     GOOD             LOCSUR
 AM0217  HISTORY     - 1949     GOOD             NGS
 AM0217  HISTORY     - 1960     GOOD             CGS
 AM0217  HISTORY     - 1962     GOOD             CGS
 AM0217  HISTORY     - 1969     GOOD             CGS
 AM0217
 AM0217                          STATION DESCRIPTION
 AM0217
 AM0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0217'STATION IS LOCATED ABOUT 8 MILES E FROM GULF, TEXAS, ON THE
 AM0217'N SHORE OF MATAGORDA BAY.  IT IS SITUATED ON A SHELL MOUND.
 AM0217'THIS SHELL MOUND IS THE THIRD AND LARGEST ONE NE FROM THE MOUTH
 AM0217'OF LIVEOAK BAYOU.  STATION IS 0.2 MILE ENE FROM THE MOUTH
 AM0217'OF LIVEOAK BAYOU.
 AM0217'
 AM0217'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AM0217'SET IN CONCRETE.
 AM0217'
 AM0217'REFERENCE MARK 1 IS IN MARSH.  REFERENCE MARK 2 IS ON A SHELL
 AM0217'RIDGE.
 AM0217'
 AM0217'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AM0217'CLUMP OF THORN TREES ON E SIDE OF BAYOU (200 METERS FROM MOUTH
 AM0217'OF BAYOU), 212 DEG.  MOUTH OF LIVEOAK BAYOU, 241 DEG.  AND GULF
 AM0217'MUNICIPAL WATER TANK, 255 DEG.
 AM0217'
 AM0217'HEIGHT OF LIGHT ABOVE STATION MARK - 2.4 METERS.
 AM0217
 AM0217                          STATION RECOVERY (1937)
 AM0217
 AM0217'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AM0217'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AM0217
 AM0217                          STATION RECOVERY (1942)
 AM0217
 AM0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AM0217'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AM0217'CONDITION.
 AM0217'
 AM0217'STATION IS 8 MILES EAST OF GULF, TEXAS AND ABOUT 14.3 MILES
 AM0217'SOUTHEAST OF WADSWORTH BY COUNTY ROAD.  IT IS ABOUT 0.15 MILE
 AM0217'SOUTH OF THE INTERSECTION OF LIVE OAK CREEK WITH THE INTERCOASTAL
 AM0217'CANAL, ABOUT 0.25 MILE NORTHEAST OF THE MOUTH OF LIVE OAK CREEK
 AM0217'AT MATAGORDA BAY.  IT IS SITUATED ON THE THIRD SMALL MOUND
 AM0217'NORTHEAST OF MATAGORDA BAY, ON THE OUTSIDE OF A CURVE IN THE
 AM0217'CREEK AND ABOUT 21 FEET EAST OF THE EDGE OF THE CREEK.  THE
 AM0217'STATION MARK PROJECTS ABOUT 0.4 FOOT.  STATION MARK
 AM0217'IS STAMPED IRENE 1934.
 AM0217'
 AM0217'R.M. NO. 1 IS STAMPED IRENE NO. 1 1934.  IT IS
 AM0217'ABOUT 109.0 FEET EAST OF THE EDGE OF THE CREEK, 88.3 FEET
 AM0217'EASTERLY FROM THE STATION AND IN MARSHY LAND.  THE MONUMENT
 AM0217'PROJECTS ABOUT 0.6 FOOT.
 AM0217'
 AM0217'R.M. NO. 2 IS STAMPED IRENE NO. 2 1934.  IT IS
 AM0217'ABOUT 0.2 MILE SOUTHWEST OF THE STATION, ON THE EASTERLY END
 AM0217'OF LOW SHELL RIDGE AND ABOUT 74.0 FEET SOUTHEAST OF EDGE OF
 AM0217'CREEK.  THE MONUMENT PROJECTS ABOUT 0.5 FOOT.
 AM0217'
 AM0217'STATION IS REACHED FROM THE SANTA FE RAILROAD STATION AT
 AM0217'WADSWORTH--PROCEED 14.5 MILES SOUTHEASTERLY ALONG COUNTY ROAD
 AM0217'TO THE INTERCOASTAL CANAL THENCE SOUTHERLY ALONG THE EAST
 AM0217'BANK OF LIVE OAK CREEK TO THE SITE OF THE STATION.
 AM0217
 AM0217                          STATION RECOVERY (1947)
 AM0217
 AM0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0217'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE E
 AM0217'BANK OF LIVE OAK BAYOU ABOUT HALFWAY BETWEEN THE INTRACOASTAL
 AM0217'CANAL AND MATAGORDA BAY, IN THE FIRST CLUMP OF BUSHES AFTER
 AM0217'LEAVING THE CANAL.
 AM0217'
 AM0217'REFERENCE MARK 1 IS BURIED BELOW 10 INCHES OF SPOIL THAT HAS
 AM0217'WASHED DOWN FROM THE SPOIL BANKS OF THE CANAL.
 AM0217'
 AM0217'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
 AM0217
 AM0217                          STATION RECOVERY (1949)
 AM0217
 AM0217'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949 (ERF)
 AM0217'RECOVERED BY ROBERT H. RAY CO.
 AM0217'
 AM0217'MARK IS IN GOOD CONDITION.  NO SEARCH MADE FOR REFERENCE MARKS.
 AM0217
 AM0217                          STATION RECOVERY (1949)
 AM0217
 AM0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AM0217'14.2 MI SE FROM WADSWORTH.
 AM0217'14.2 MILES SOUTHEAST OF WADSWORTH.  THIS BENCH MARK MAY BE REACHED
 AM0217'FROM THE GULF, COLORADO AND SANTA FE RAILWAY STATION BY GOING 2.85
 AM0217'MILES EAST, 1.1 MILES SOUTH, AND 1.1 MILES SOUTHEAST ALONG SHELL
 AM0217'ROADS, THENCE 0.45 MILE EAST, 0.7 MILE SOUTHEAST, 1.1 MILES EAST, AND
 AM0217'6.85 MILES SOUTHEAST ALONG COUNTY ROADS.  IT IS 0.25 MILE NORTHEAST OF
 AM0217'THE SOUTH OF LIVE OAK BAYOU AND EAST MATAGORDA BAY, 0.25 MILE
 AM0217'SOUTHEAST OF THE CONFLUENCE OF LIVE OAK BAYOU AND INTRACOASTAL
 AM0217'WATERWAY, ON THE THIRD SHELL MOUND NORTHEAST OF THE BAY, ON THE
 AM0217'OUTSIDE OF A CURVE IN THE BAYOU, AND 21 FEET EAST OF THE EDGE OF THE
 AM0217'BAYOU.  A STANDARD TRIANGULATION-STATION DISK, STAMPED IRENE 1934 AND
 AM0217'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AM0217
 AM0217                          STATION RECOVERY (1960)
 AM0217
 AM0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GGC)
 AM0217'STATION FOUND IN GOOD CONDITION.
 AM0217
 AM0217                          STATION RECOVERY (1962)
 AM0217
 AM0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AM0217'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.
 AM0217'
 AM0217'1947 DESCRIPTION IS ADEQUATE.
 AM0217
 AM0217                          STATION RECOVERY (1969)
 AM0217
 AM0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0217'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED IN GOOD
 AM0217'CONDITION.  IT IS LOCATED AS DESCRIBED IN PREVIOUS DESCRIPTIONS.
 AM0217'THE STATION CAN ONLY BE REACHED BY BOAT.  THE FOLLOWING NOTES
 AM0217'WILL AID IN RECOVERY OF THE MARKS--
 AM0217'
 AM0217'THE STATION MARK IS A STANDARD DISK, STAMPED IRENE 1934, SET IN
 AM0217'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2-1/2
 AM0217'INCHES.  IT IS AT THE CENTER OF THE GRASS AND BRUSH COVERED
 AM0217'SHELL HUMP, (THIS IS THE 1ST SUCH HUMP SOUTH OF THE INTRACOASTAL
 AM0217'WATERWAY), 17-1/2 FEET EAST OF THE EAST BANK OF LIVE OAK CREEK,
 AM0217'WHICH IS NOW FILLED WITH MUD AND DRY, AND 2 FEET NORTH OF METAL
 AM0217'WITNESS POST WITH SIGN.
 AM0217'
 AM0217'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED IRENE NO 1
 AM0217'1934, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST THAT IS
 AM0217'6 INCHES BELOW THE SURFACE OF A MUD FLAT.  IT IS EAST OF THE
 AM0217'STATION.
 AM0217'
 AM0217'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED IRENE NO 2 1934,
 AM0217'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 AM0217'1 INCH.  IT IS ON THE EAST END OF SMALL SHELL HUMP THAT IS IN
 AM0217'MUD FLAT, 16 FEET WEST OF THE EAST END OF HUMP AND 12 FEET
 AM0217'NORTH OF THE SOUTH EDGE OF SMALL CLUMP OF BRUSH THAT IS NEAR
 AM0217'THE CENTER OF THE HUMP.  THIS IS THE MOST WEST ONE OF TWO SUCH
 AM0217'HUMPS THAT ARE SOUTHWEST OF THE STATION.
 AM0217'
 AM0217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/3 MILES
 AM0217'SOUTHWEST OF SARGENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1426 ***********************************************************************
 BZ1426  DESIGNATION -  IRENE
 BZ1426  PID         -  BZ1426
 BZ1426  STATE/COUNTY-  TX/HILL
 BZ1426  USGS QUAD   -  IRENE (1978)
 BZ1426
 BZ1426                         *CURRENT SURVEY CONTROL
 BZ1426  ___________________________________________________________________
 BZ1426* NAD 83(1993)-  31 59 29.31518(N)    096 51 58.87766(W)     ADJUSTED  
 BZ1426* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 BZ1426  ___________________________________________________________________
 BZ1426  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 BZ1426  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BZ1426
 BZ1426  HORZ ORDER  -  SECOND
 BZ1426
 BZ1426.The horizontal coordinates were established by classical geodetic methods
 BZ1426.and adjusted by the National Geodetic Survey in February 1996..
 BZ1426
 BZ1426.The orthometric height was scaled from a topographic map.
 BZ1426
 BZ1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1426
 BZ1426.The geoid height was determined by GEOID03.
 BZ1426
 BZ1426;                    North         East     Units Scale Factor Converg.
 BZ1426;SPC TXNC     - 2,037,220.125   754,382.846   MT  1.00004231   +0 53 27.5
 BZ1426;SPC TXNC     - 6,683,779.69  2,475,004.39   sFT  1.00004231   +0 53 27.5
 BZ1426;UTM  14      - 3,541,479.912   701,573.417   MT  1.00010112   +1 07 50.8
 BZ1426
 BZ1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1426!SPC TXNC     -   0.99997901  x   1.00004231  =   1.00002131
 BZ1426!UTM  14      -   0.99997901  x   1.00010112  =   1.00008012
 BZ1426
 BZ1426|---------------------------------------------------------------------|
 BZ1426| PID    Reference Object                     Distance      Geod. Az  |
 BZ1426|                                                           dddmmss.s |
 BZ1426| CV7783 IRENE RM 1                           54.459 METERS 05503     |
 BZ1426| CV7782 IRENE AZ MK                                        0583937.1 |
 BZ1426| CV7784 IRENE RM 2                           45.976 METERS 19434     |
 BZ1426| CV7785 IRENE RM 3                           27.233 METERS 30146     |
 BZ1426| CS2712 MERTENS MUNICIPAL TANK              APPROX. 7.8 KM 3382140.5 |
 BZ1426|---------------------------------------------------------------------|
 BZ1426
 BZ1426                          SUPERSEDED SURVEY CONTROL
 BZ1426
 BZ1426  NAD 83(1986)-  31 59 29.32355(N)    096 51 58.85776(W) AD(       ) 2
 BZ1426  NAD 27      -  31 59 28.76400(N)    096 51 57.87200(W) AD(       ) 2
 BZ1426
 BZ1426.Superseded values are not recommended for survey control.
 BZ1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1426.See file dsdata.txt to determine how the superseded data were derived.
 BZ1426
 BZ1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA0157341480(NAD 83)
 BZ1426_MARKER: DS = TRIANGULATION STATION DISK
 BZ1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1426
 BZ1426  HISTORY     - Date     Condition        Report By
 BZ1426  HISTORY     - 1948     MONUMENTED       CGS
 BZ1426  HISTORY     - 1969     GOOD             CGS
 BZ1426  HISTORY     - 19990221 GOOD             USPSQD
 BZ1426
 BZ1426                          STATION DESCRIPTION
 BZ1426
 BZ1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1426'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MERTENS AND
 BZ1426'5 MILES NORTHEAST OF MALONE IN THE VILLAGE OF IRENE ON THE
 BZ1426'PUBLIC SCHOOL GROUNDS.  STATION IS 60 FEET NORTHWEST OF THE
 BZ1426'NORTHWEST CORNER OF THE SCHOOL AND 52 FEET SOUTHEAST OF THE
 BZ1426'APPROXIMATE CENTER LINE OF GRAVEL STREET.  THE MARK IS FLUSH
 BZ1426'WITH THE GROUND AND THE DISK IS STAMPED IRENE 1948.
 BZ1426'
 BZ1426'REFERENCE MARK NO. 1 IS 178.67 FEET NORTHEAST OF STATION,
 BZ1426'43 FEET SOUTHWEST OF THE APPROXIMATE CENTER LINE OF GRAVEL
 BZ1426'ROAD AND 34 FEET SOUTHEAST OF THE APPROXIMATE CENTER LINE
 BZ1426'OF GRAVEL STREET.  THE MARK IS FLUSH WITH THE GROUND AND
 BZ1426'THE DISK IS STAMPED IRENE NO 1 1948.
 BZ1426'
 BZ1426'REFERENCE MARK NO. 2 IS 150.84 FEET SOUTH OF STATION AND 110
 BZ1426'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SCHOOLHOUSE.  THE
 BZ1426'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED IRENE
 BZ1426'NO 2 1948.
 BZ1426'
 BZ1426'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHEAST OF STATION,
 BZ1426'56 FEET WEST OF THE NORTHWEST CORNER OF HOUSE, 23 FEET SOUTHEAST
 BZ1426'OF THE APPROXIMATE CENTER LINE OF GRAVEL ROAD AND 1.2 FEET
 BZ1426'NORTHWEST OF WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 BZ1426'6 INCHES AND THE DISK IS STAMPED IRENE 1948.
 BZ1426'
 BZ1426'TO REACH STATION FROM THE POST OFFICE IN IRENE GO SOUTH ON
 BZ1426'GRAVEL STREET FOR 0.15 MILE TO T STREET.  TURN LEFT AND GO 0.05
 BZ1426'MILE TO COMMUNITY BUILDING ON RIGHT.  TURN RIGHT AND FOLLOW
 BZ1426'GRAVEL STREET FOR 0.4 MILE TO SCHOOLHOUSE AND STATION ON
 BZ1426'RIGHT AS DESCRIBED.
 BZ1426'
 BZ1426'TO REACH AZIMUTH FROM STATION CONTINUE 0.4 MILE NORTHEAST
 BZ1426'ON GRAVEL ROAD TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 BZ1426'
 BZ1426'A 100 FOOT SIGNAL AT STATION PECAN IS VISIBLE AT 37 FEET.
 BZ1426'
 BZ1426'A 74 FOOT SIGNAL AT STATION BELL IS VISIBLE AT 37 FEET.
 BZ1426'
 BZ1426'A 74 FOOT SIGNAL AT STATION BRANDON IS VISIBLE AT 37 FEET.
 BZ1426'
 BZ1426'A 100 FOOT SIGNAL AT STATION MERTENS IS VISIBLE AT 25 FEET.
 BZ1426'
 BZ1426'AN 87 FOOT SIGNAL AT STATION ASH IS VISIBLE AT 50 FEET.
 BZ1426'
 BZ1426'A 100 FOOT SIGNAL AT STATION MALONE IS VISIBLE FROM GROUND.
 BZ1426'
 BZ1426'A 74 FOOT SIGNAL AT STATION FROST IS VISIBLE AT 37 FEET.
 BZ1426'
 BZ1426'A 74 FOOT SIGNAL AT STATION RALEIGH IS VISIBLE AT 37 FEET.
 BZ1426'
 BZ1426'A 100 FOOT SIGNAL AT STATION DAWSON IS VISIBLE AT 50 FEET.
 BZ1426'
 BZ1426'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BZ1426
 BZ1426                          STATION RECOVERY (1969)
 BZ1426
 BZ1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BZ1426'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 BZ1426'MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CONSTRUCTION
 BZ1426'REFERENCE MARK NO. 2 HAD TO BE DESTROYED TO CLEAR AREA FOR
 BZ1426'ROAD WORK.  A NEW REFERENCE MARK WAS SET.  A COMPLETE DESCRIPTION
 BZ1426'FOLLOWS--
 BZ1426'
 BZ1426'STATION IS ABOUT 5 MILES SOUTHEAST OF MERTENS, ABOUT 5 MILES
 BZ1426'NORTHEAST OF MALONE, AT THE SOUTHEAST PART OF THE VILLAGE
 BZ1426'OF IRENE, IN THE FRONT LAWN AT THE HOME OF MR. ALLEN M. GRAHAM.
 BZ1426'
 BZ1426'TO REACH STATION FROM THE POST OFFICE IN IRENE, GO ABOUT 100
 BZ1426'YARDS EAST TO A STREET INTERSECTION.  TURN RIGHT, SOUTH, GO
 BZ1426'0.15 MILE TO A T-ROAD JUNCTION.  TURN LEFT, EASTERLY, GO
 BZ1426'0.05 MILE TO A CROSSROAD.  TURN RIGHT, SOUTH AND EAST, GO
 BZ1426'0.25 MILE TO STATION ON THE RIGHT.  CONTINUE NORTHEAST ON
 BZ1426'A GRAVELED ROAD FOR 0.4 MILE TO AZIMUTH MARK ON THE RIGHT.
 BZ1426'
 BZ1426'STATION MARK, A STANDARD DISK, STAMPED IRENE 1948, IS SET IN A
 BZ1426'12 IN X 12 IN CONCRETE POST WHICH IS 3 INCHES BELOW THE SURFACE
 BZ1426'OF LAWN.  IT IS 53 FEET SOUTHEAST OF CENTER LINE OF STREET,
 BZ1426'26 FEET NORTHWEST OF NORTHEAST CORNER OF HOUSE, 11 FEET
 BZ1426'NORTHEAST OF THE NORTHEAST CORNER OF A PARAPET WALL, 40 FEET
 BZ1426'SOUTHEAST OF A HICKORY TREE, AND 29 FEET SOUTHWEST OF A
 BZ1426'PECAN TREE.
 BZ1426'
 BZ1426'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED IRENE NO 1
 BZ1426'1948, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH
 BZ1426'THE SURFACE OF GROUND.  IT IS 62 FEET SOUTHWEST OF THE CENTER
 BZ1426'LINE OF ROAD, 35 FEET SOUTHEAST OF CENTER OF STREET, AND
 BZ1426'3 FEET WEST OF THE MOST EASTERLY PECAN TREE.
 BZ1426'
 BZ1426'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED IRENE 1948
 BZ1426'NO 3 1969, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 BZ1426'WITH THE SURFACE OF GROUND.  IT IS 26 FEET NORTHWEST OF
 BZ1426'CENTER LINE OF STREET, 39 FEET SOUTHEAST OF SOUTHEAST CORNER
 BZ1426'OF A HOUSE, 13 FEET EAST OF A PRIVATE DRIVEWAY, 3 FEET WEST OF
 BZ1426'A LIGHT POLE, AND 2 FEET WEST OF A CORNER FENCE POST.
 BZ1426'
 BZ1426'AZIMUTH MARK, A STANDARD DISK, STAMPED IRENE 1948, IS SET IN
 BZ1426'A 10 IN X 10 IN CONCRETE POST FLUSH WITH SURFACE OF GROUND.
 BZ1426'IT IS IN THE NORTHWEST CORNER OF A LAWN, 55 FEET WEST OF
 BZ1426'NORTHWEST CORNER OF A HOUSE, AND 22 FEET SOUTHEAST OF CENTER
 BZ1426'LINE OF ROAD.
 BZ1426'
 BZ1426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT IRENE
 BZ1426
 BZ1426                          STATION RECOVERY (1999)
 BZ1426
 BZ1426'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0218 ***********************************************************************
 AM0218  DESIGNATION -  IRENE RM 1
 AM0218  PID         -  AM0218
 AM0218  STATE/COUNTY-  TX/MATAGORDA
 AM0218  USGS QUAD   -  DRESSING POINT (1973)
 AM0218
 AM0218                         *CURRENT SURVEY CONTROL
 AM0218  ___________________________________________________________________
 AM0218* NAD 83(1986)-  28 44 46.     (N)    095 45 47.     (W)     SCALED    
 AM0218* NAVD 88     -         0.33   (+/-2cm)       1.1    (feet)  VERTCON   
 AM0218  ___________________________________________________________________
 AM0218  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AM0218
 AM0218  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0218
 AM0218.The horizontal coordinates were scaled from a topographic map and have
 AM0218.an estimated accuracy of +/- 6 seconds.
 AM0218
 AM0218.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0218.The vertical order pertains to the NGVD 29 superseded value.
 AM0218
 AM0218.The geoid height was determined by GEOID03.
 AM0218
 AM0218;                    North         East    Units  Estimated Accuracy
 AM0218;SPC TXSC     - 4,105,540.      916,110.      MT  (+/- 180 meters Scaled)
 AM0218
 AM0218                          SUPERSEDED SURVEY CONTROL
 AM0218
 AM0218  NGVD 29 (??/??/92)    0.376  (m)            1.23   (f) ADJ UNCH    2 0
 AM0218
 AM0218.Superseded values are not recommended for survey control.
 AM0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0218.See file dsdata.txt to determine how the superseded data were derived.
 AM0218
 AM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM301829(NAD 83)
 AM0218_MARKER: DR = REFERENCE MARK DISK
 AM0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0218_STAMPING: IRENE NO 1 1934
 AM0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0218+STABILITY: SURFACE MOTION
 AM0218
 AM0218  HISTORY     - Date     Condition        Report By
 AM0218  HISTORY     - 1934     MONUMENTED       CGS
 AM0218
 AM0218                          STATION DESCRIPTION
 AM0218
 AM0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AM0218'IN WADSWORTH.
 AM0218'88.3 FEET EAST OF TRIANGULATION-STATION IRENE DESCRIBED ABOVE, 109
 AM0218'FEET EAST OF THE EDGE OF LIVE OAK BAYOU, ON THE OUTSIDE OF A CURVE IN
 AM0218'THE BAYOU, AND IN THE MARSH.  A STANDARD REFERENCE-MARK DISK, STAMPED
 AM0218'IRENE NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 AM0218'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0219 ***********************************************************************
 AM0219  DESIGNATION -  IRENE RM 2
 AM0219  PID         -  AM0219
 AM0219  STATE/COUNTY-  TX/MATAGORDA
 AM0219  USGS QUAD   -  DRESSING POINT (1973)
 AM0219
 AM0219                         *CURRENT SURVEY CONTROL
 AM0219  ___________________________________________________________________
 AM0219* NAD 83(1986)-  28 44 38.     (N)    095 45 55.     (W)     SCALED    
 AM0219* NAVD 88     -         0.66   (+/-2cm)       2.2    (feet)  VERTCON   
 AM0219  ___________________________________________________________________
 AM0219  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AM0219
 AM0219  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0219
 AM0219.The horizontal coordinates were scaled from a topographic map and have
 AM0219.an estimated accuracy of +/- 6 seconds.
 AM0219
 AM0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0219.The vertical order pertains to the NGVD 29 superseded value.
 AM0219
 AM0219.The geoid height was determined by GEOID03.
 AM0219
 AM0219;                    North         East    Units  Estimated Accuracy
 AM0219;SPC TXSC     - 4,105,280.      915,900.      MT  (+/- 180 meters Scaled)
 AM0219
 AM0219                          SUPERSEDED SURVEY CONTROL
 AM0219
 AM0219  NGVD 29 (??/??/92)    0.710  (m)            2.33   (f) ADJ UNCH    2 0
 AM0219
 AM0219.Superseded values are not recommended for survey control.
 AM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0219.See file dsdata.txt to determine how the superseded data were derived.
 AM0219
 AM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM299827(NAD 83)
 AM0219_MARKER: DR = REFERENCE MARK DISK
 AM0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0219_STAMPING: IRENE NO 2 1934
 AM0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0219+STABILITY: SURFACE MOTION
 AM0219
 AM0219  HISTORY     - Date     Condition        Report By
 AM0219  HISTORY     - 1934     MONUMENTED       CGS
 AM0219
 AM0219                          STATION DESCRIPTION
 AM0219
 AM0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AM0219'0.2 MI SW FROM WADSWORTH.
 AM0219'0.2 MILE SOUTHWEST OF TRIANGULATION STATION IRENE DESCRIBED ABOVE,
 AM0219'0.45 MILE SOUTHEAST OF THE CONFLUENCE OF LIVE OAK BAYOU AND
 AM0219'INTRACOASTAL WATERWAY, 74 FEET SOUTHEAST OF THE EDGE OF THE BAYOU, AND
 AM0219'AT THE EAST END OF A LOW SHELL RIDGE.  A STANDARD REFERENCE-MARK DISK,
 AM0219'STAMPED IRENE NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST
 AM0219'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0934 ***********************************************************************
 CB0934  DESIGNATION -  IRION
 CB0934  PID         -  CB0934
 CB0934  STATE/COUNTY-  TX/IRION
 CB0934  USGS QUAD   -  COON DIVE DRAW (1973)
 CB0934
 CB0934                         *CURRENT SURVEY CONTROL
 CB0934  ___________________________________________________________________
 CB0934* NAD 83(1993)-  31 30 24.05949(N)    101 00 33.35447(W)     ADJUSTED  
 CB0934* NAVD 88     -       792.     (meters)    2598.     (feet)  SCALED    
 CB0934  ___________________________________________________________________
 CB0934  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CB0934  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CB0934
 CB0934  HORZ ORDER  -  THIRD
 CB0934
 CB0934.The horizontal coordinates were established by classical geodetic methods
 CB0934.and adjusted by the National Geodetic Survey in February 1996..
 CB0934
 CB0934.The orthometric height was scaled from a topographic map.
 CB0934
 CB0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0934
 CB0934.The geoid height was determined by GEOID03.
 CB0934
 CB0934;                    North         East     Units Scale Factor Converg.
 CB0934;SPC TX C     - 3,204,173.647   635,794.978   MT  0.99992051   -0 20 53.3
 CB0934;SPC TX C     -10,512,359.71  2,085,937.36   sFT  0.99992051   -0 20 53.3
 CB0934;UTM  14      - 3,487,506.291   309,187.193   MT  1.00004909   -1 03 01.3
 CB0934
 CB0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0934!SPC TX C     -   0.99987940  x   0.99992051  =   0.99979992
 CB0934!UTM  14      -   0.99987940  x   1.00004909  =   0.99992849
 CB0934
 CB0934:                Primary Azimuth Mark                     Grid Az
 CB0934:SPC TX C     -  ROCK                                     244 11 21.8
 CB0934:UTM  14      -  ROCK                                     244 53 29.8
 CB0934
 CB0934|---------------------------------------------------------------------|
 CB0934| PID    Reference Object                     Distance      Geod. Az  |
 CB0934|                                                           dddmmss.s |
 CB0934| CB0941 ROCK                                APPROX. 8.5 KM 2435028.5 |
 CB0934|---------------------------------------------------------------------|
 CB0934
 CB0934                          SUPERSEDED SURVEY CONTROL
 CB0934
 CB0934  NAD 83(1986)-  31 30 24.06557(N)    101 00 33.33880(W) AD(       ) 3
 CB0934  NAD 27      -  31 30 23.51317(N)    101 00 31.91961(W) AD(       ) 3
 CB0934
 CB0934.Superseded values are not recommended for survey control.
 CB0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0934.See file dsdata.txt to determine how the superseded data were derived.
 CB0934
 CB0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV0918787506(NAD 83)
 CB0934_MARKER: DD = SURVEY DISK
 CB0934_SETTING: 66 = SET IN ROCK OUTCROP
 CB0934_SP_SET: SET IN ROCK OUTCROP
 CB0934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0934+STABILITY: POSITION/ELEVATION WELL
 CB0934
 CB0934  HISTORY     - Date     Condition        Report By
 CB0934  HISTORY     - 1920     MONUMENTED       USGS
 CB0934
 CB0934                          STATION DESCRIPTION
 CB0934
 CB0934'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 CB0934'LOCATED 14 MI. NW. OF ARDEN, ABOUT 8 MI. N. AND 2 MI. W. OF IRION
 CB0934'CITY, AND 1.5 MI. S., 27 DEGREES 00 MINUTES E. FROM A WINDMILL AND
 CB0934'EARTH TANK, WHICH IS ON A RD. RUNNING NW. FROM ARDEN.  STATION IS
 CB0934'100 FT. N. OF AN E-W. FENCE LINE, NEAR TOP OF FLAT RIDGE.
 CB0934'
 CB0934'STATION MARK--BRONZE TABLET, CEMENTED IN STONE SET IN PLACE.
 CB0934'
 CB0934'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6432 ***********************************************************************
 AW6432  DESIGNATION -  IRISH
 AW6432  PID         -  AW6432
 AW6432  STATE/COUNTY-  TX/HARRIS
 AW6432  USGS QUAD   -  PASADENA (1995)
 AW6432
 AW6432                         *CURRENT SURVEY CONTROL
 AW6432  ___________________________________________________________________
 AW6432* NAD 83(1993)-  29 44 06.35803(N)    095 10 31.65605(W)     ADJUSTED  
 AW6432* NAVD 88     -        11.20   (+/-2cm)      36.7    (feet)  VERTCON   
 AW6432  ___________________________________________________________________
 AW6432  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AW6432  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6432
 AW6432  HORZ ORDER  -  THIRD
 AW6432  VERT ORDER  -  THIRD ? (See Below)
 AW6432
 AW6432.The horizontal coordinates were established by classical geodetic methods
 AW6432.and adjusted by the National Geodetic Survey in February 1996..
 AW6432
 AW6432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6432.The vertical order pertains to the NGVD 29 superseded value.
 AW6432
 AW6432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6432
 AW6432.The geoid height was determined by GEOID03.
 AW6432
 AW6432;                    North         East     Units Scale Factor Converg.
 AW6432;SPC TXSC     - 4,216,815.995   969,884.213   MT  0.99988755   +1 52 25.3
 AW6432;SPC TXSC     -13,834,670.48  3,182,028.46   sFT  0.99988755   +1 52 25.3
 AW6432;UTM  15      - 3,291,414.561   289,601.038   MT  1.00014622   -1 04 45.9
 AW6432
 AW6432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6432!SPC TXSC     -   1.00000251  x   0.99988755  =   0.99989006
 AW6432!UTM  15      -   1.00000251  x   1.00014622  =   1.00014873
 AW6432
 AW6432|---------------------------------------------------------------------|
 AW6432| PID    Reference Object                     Distance      Geod. Az  |
 AW6432|                                                           dddmmss.s |
 AW6432| CV7286 IRISH RM 1                            8.100 METERS 08903     |
 AW6432| AW6480 PASADENA RAD STA KTRH W MAST        APPROX. 2.7 KM 1743653.4 |
 AW6432| CV7287 IRISH RM 2                           14.910 METERS 17902     |
 AW6432|---------------------------------------------------------------------|
 AW6432
 AW6432                          SUPERSEDED SURVEY CONTROL
 AW6432
 AW6432  NAD 83(1986)-  29 44 06.37309(N)    095 10 31.63693(W) AD(       ) 3
 AW6432  NAD 27      -  29 44 05.54757(N)    095 10 30.87112(W) AD(       ) 3
 AW6432  NGVD 29 (07/19/86)   11.20   (m)           36.7    (f) LEVELING    3  
 AW6432
 AW6432.Superseded values are not recommended for survey control.
 AW6432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6432.See file dsdata.txt to determine how the superseded data were derived.
 AW6432
 AW6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8960191415(NAD 83)
 AW6432_MARKER: DS = TRIANGULATION STATION DISK
 AW6432_SETTING: 0 = UNSPECIFIED SETTING
 AW6432
 AW6432  HISTORY     - Date     Condition        Report By
 AW6432  HISTORY     - 1931     MONUMENTED       CGS
 AW6432  HISTORY     - 1934     GOOD             TXGS
 AW6432  HISTORY     - 1941     MARK NOT FOUND   CGS
 AW6432  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6432  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW6432
 AW6432                          STATION DESCRIPTION
 AW6432
 AW6432'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JAB)
 AW6432'STATION IS LOCATED ABOUT 580 METERS S OF IRISH BEND, ON THE
 AW6432'E BANK OF A LONG RESERVOIR.  IT IS ABOUT 1,500 METERS S OF THE
 AW6432'N END OF RESERVOIR.  95 METERS TO THE N, THE WATER STORAGE
 AW6432'NARROWS DOWN TO 16 METERS.  IT IS IN THE CENTER OF A 6-FOOT
 AW6432'WIDE LEVEE WHICH IS 8 FEET ABOVE THE SURROUNDING ABANDONED RICE
 AW6432'FIELDS.  THE EMBANKMENT CONTINUES TO THE S FOR ABOUT 3/4
 AW6432'MILE TO THE HOUSTON BELT AND TERMINAL RAILWAY.
 AW6432'
 AW6432'SURFACE MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 AW6432'POST.
 AW6432'
 AW6432'REFERENCE MARKS ARE CROSSES CUT IN THE ENDS OF 1/2-INCH BRASS
 AW6432'RODS SET IN A 6-INCH CYLINDER OF CONCRETE PROJECTING ABOUT 3
 AW6432'INCHES ABOVE THE GROUND.
 AW6432'
 AW6432'REFERENCE MARK 1 IS TO THE E AND SET ABOUT 8 FEET BELOW
 AW6432'THE STATION.
 AW6432'
 AW6432'REFERENCE MARK 2 IS AT ABOUT THE SAME ELEVATION AS STATION
 AW6432'MARK.
 AW6432
 AW6432                          STATION RECOVERY (1934)
 AW6432
 AW6432'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1934
 AW6432'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 AW6432'DESCRIBED.
 AW6432
 AW6432                          STATION RECOVERY (1941)
 AW6432
 AW6432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LOC)
 AW6432'STATION DISK AND REFERENCE MARK 2 WERE REMOVED IN MARSH 1941
 AW6432'DUE TO CONSTRUCTION ALONG HOUSTON SHIP CHANNEL.
 AW6432
 AW6432                          STATION RECOVERY (1952)
 AW6432
 AW6432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6432'STATION DISK AND REFERENCE MARK 2 REPORTED DESTROYED IN 1941
 AW6432'RECOVERY NOTE.
 AW6432'
 AW6432'NO EVIDENCE OF REFERENCE MARK 1 COULD BE FOUND AND IT IS
 AW6432'RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
 AW6432
 AW6432                          STATION RECOVERY (2004)
 AW6432
 AW6432'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2907 ***********************************************************************
 CS2907  DESIGNATION -  IRISH
 CS2907  PID         -  CS2907
 CS2907  STATE/COUNTY-  TX/TARRANT
 CS2907  USGS QUAD   -  COLLEYVILLE (1981)
 CS2907
 CS2907                         *CURRENT SURVEY CONTROL
 CS2907  ___________________________________________________________________
 CS2907* NAD 83(1993)-  32 55 03.15646(N)    097 14 59.98757(W)     ADJUSTED  
 CS2907* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 CS2907  ___________________________________________________________________
 CS2907  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 CS2907  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS2907
 CS2907  HORZ ORDER  -  SECOND
 CS2907
 CS2907.The horizontal coordinates were established by classical geodetic methods
 CS2907.and adjusted by the National Geodetic Survey in February 1996..
 CS2907
 CS2907.The orthometric height was scaled from a topographic map.
 CS2907
 CS2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2907
 CS2907.The geoid height was determined by GEOID03.
 CS2907
 CS2907;                    North         East     Units Scale Factor Converg.
 CS2907;SPC TXNC     - 2,139,404.849   716,908.047   MT  0.99987535   +0 40 54.3
 CS2907;SPC TXNC     - 7,019,030.74  2,352,055.82   sFT  0.99987535   +0 40 54.3
 CS2907;UTM  14      - 3,643,504.190   663,640.424   MT  0.99993019   +0 57 04.4
 CS2907
 CS2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2907!SPC TXNC     -   0.99996728  x   0.99987535  =   0.99984263
 CS2907!UTM  14      -   0.99996728  x   0.99993019  =   0.99989747
 CS2907
 CS2907|---------------------------------------------------------------------|
 CS2907| PID    Reference Object                     Distance      Geod. Az  |
 CS2907|                                                           dddmmss.s |
 CS2907| CX9994 IRISH RM 1                           36.421 METERS 18840     |
 CS2907| CX9995 IRISH RM 2                           45.260 METERS 30159     |
 CS2907| CX9993 IRISH AZ MK                                        3295738.0 |
 CS2907|---------------------------------------------------------------------|
 CS2907
 CS2907                          SUPERSEDED SURVEY CONTROL
 CS2907
 CS2907  NAD 83(1993)-  32 55 03.15869(N)    097 14 59.97290(W) AD(       ) 2
 CS2907  NAD 83(1986)-  32 55 03.16075(N)    097 14 59.97131(W) AD(       ) 2
 CS2907  NAD 27      -  32 55 02.71200(N)    097 14 58.91800(W) AD(       ) 2
 CS2907
 CS2907.Superseded values are not recommended for survey control.
 CS2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2907.See file dsdata.txt to determine how the superseded data were derived.
 CS2907
 CS2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6364043504(NAD 83)
 CS2907_MARKER: DS = TRIANGULATION STATION DISK
 CS2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2907
 CS2907  HISTORY     - Date     Condition        Report By
 CS2907  HISTORY     - 1947     MONUMENTED       CGS
 CS2907  HISTORY     - 1962     GOOD             CGS
 CS2907  HISTORY     - 1986     GOOD             LOCSUR
 CS2907
 CS2907                          STATION DESCRIPTION
 CS2907
 CS2907'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2907'THE STATION IS LOCATED ON THE HIGHEST RIDGE, COVERED WITH
 CS2907'SCRUB OAK, EAST OF U.S. HIGHWAY 377, ABOUT 1 MILE SOUTH-SOUTHEAST
 CS2907'OF THE SMALL TOWN OF KELLER, AND ABOUT 8 MILES NORTH OF
 CS2907'HALTOM CITY.  IT IS ON THE HIGHEST POINT OF THE RIDGE, 10 FEET
 CS2907'NORTH-NORTHWEST OF A WITNESS POST, AND 51 FEET SOUTHEAST OF
 CS2907'A WINDMILL.  THE DISK IS STAMPED IRISH 1947 AND PROJECTS
 CS2907'2 INCHES.
 CS2907'
 CS2907'REFERENCE MARK NO. 1 IS 119.49 FEET SOUTH OF, AND APPROXIMATELY 2
 CS2907'FEET LOWER THAN THE STATION.  THE DISK IS STAMPED IRISH NO.
 CS2907'1 1947 AND PROJECTS 4 INCHES.
 CS2907'
 CS2907'REFERENCE MARK NO. 2 IS 148.49 FEET WEST-NORTHWEST OF, AND
 CS2907'APPROXIMATELY 2 FEET LOWER THAN THE STATION.  THE DISK IS STAMPED
 CS2907'IRISH NO. 2 1947 AND PROJECTS 2 INCHES.
 CS2907'
 CS2907'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF THE
 CS2907'STATION, 50 FEET EAST OF THE CENTER-LINE OF U.S. HIGHWAY
 CS2907'377, 9.5 FEET NORTH OF A WITNESS POST, AND IS SET IN THE
 CS2907'NORTH-SOUTH RIGHT-OF-WAY FENCE LINE.  THE DISK IS STAMPED IRISH
 CS2907'1947 AND PROJECTS 2 INCHES
 CS2907'
 CS2907'TO REACH THE STATION FROM THE POST OFFICE IN KELLER, GO
 CS2907'SOUTH ON U.S. HIGHWAY 377 FOR 1.05 MILE TO A CROSS ROAD.  HERE
 CS2907'TURN LEFT AND GO EAST FOR 0.2 MILE TO A T ROAD.  TURN
 CS2907'LEFT AND GO ABOUT 50 YARDS TO A BOARD GATE ON THE RIGHT.
 CS2907'TURN RIGHT, PASS THRU THE GATE, AND FOLLOW A TRACK ROAD, EAST,
 CS2907'TO THE TOP OF THE RIDGE AND THE STATION AS DESCRIBED.
 CS2907'
 CS2907'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO U.S.
 CS2907'HIGHWAY 377, THENCE TURN RIGHT AND GO 0.45 MILE TO THE MARK
 CS2907'ON THE RIGHT AS DESCRIBED.
 CS2907'
 CS2907'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2907
 CS2907                          STATION RECOVERY (1962)
 CS2907
 CS2907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS2907'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS2907'MARK WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 CS2907'AND ROUTE TO REACH THE STATION ARE ADEQUATE FOR RECOVERY.
 CS2907'THE WOODEN WITNESS POST AT THE AZIMUTH MARK WAS FOUND TO BE
 CS2907'DESTROYED.  A METAL WITNESS POST WAS SET IN THE EAST RIGHT-OF-WAY
 CS2907'FENCE, 1 FOOT EAST OF THE AZIMUTH MARK.
 CS2907
 CS2907                          STATION RECOVERY (1986)
 CS2907
 CS2907'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JBA)
 CS2907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2027 ***********************************************************************
 AY2027  DESIGNATION -  IRISHMAN USGS 1924
 AY2027  PID         -  AY2027
 AY2027  STATE/COUNTY-  TX/UVALDE
 AY2027  USGS QUAD   -  IRISHMAN HILL (1970)
 AY2027
 AY2027                         *CURRENT SURVEY CONTROL
 AY2027  ___________________________________________________________________
 AY2027* NAD 83(1993)-  29 10 30.17841(N)    099 24 51.88065(W)     ADJUSTED  
 AY2027* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 AY2027  ___________________________________________________________________
 AY2027  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AY2027  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AY2027
 AY2027  HORZ ORDER  -  SECOND
 AY2027
 AY2027.The horizontal coordinates were established by classical geodetic methods
 AY2027.and adjusted by the National Geodetic Survey in February 1996..
 AY2027
 AY2027.The orthometric height was scaled from a topographic map.
 AY2027
 AY2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2027
 AY2027.The geoid height was determined by GEOID03.
 AY2027
 AY2027;                    North         East     Units Scale Factor Converg.
 AY2027;SPC TXSC     - 4,148,769.199   559,693.879   MT  0.99986711   -0 12 10.9
 AY2027;SPC TXSC     -13,611,420.28  1,836,262.33   sFT  0.99986711   -0 12 10.9
 AY2027;UTM  14      - 3,227,450.899   459,704.377   MT  0.99962004   -0 12 07.3
 AY2027
 AY2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2027!SPC TXSC     -   0.99995810  x   0.99986711  =   0.99982521
 AY2027!UTM  14      -   0.99995810  x   0.99962004  =   0.99957816
 AY2027
 AY2027                          SUPERSEDED SURVEY CONTROL
 AY2027
 AY2027  NAD 83(1986)-  29 10 30.17879(N)    099 24 51.86275(W) AD(       ) 2
 AY2027  NAD 27      -  29 10 29.31900(N)    099 24 50.69900(W) AD(       ) 2
 AY2027
 AY2027.Superseded values are not recommended for survey control.
 AY2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2027.See file dsdata.txt to determine how the superseded data were derived.
 AY2027
 AY2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT5970427451(NAD 83)
 AY2027_MARKER: I = METAL ROD
 AY2027_SETTING: 0 = UNSPECIFIED SETTING
 AY2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY2027
 AY2027  HISTORY     - Date     Condition        Report By
 AY2027  HISTORY     - 1924     MONUMENTED       USGS
 AY2027
 AY2027                          STATION DESCRIPTION
 AY2027
 AY2027'DESCRIBED BY US GEOLOGICAL SURVEY 1924 (HO)
 AY2027'AN IRON PIPE, 72.746 METERS (238.67 FEET) S 90 DEG 44 MIN E
 AY2027'FROM STATION KENNEDY.
 AY2027'
 AY2027'REFERENCE MARK CONSISTS OF QUART BOTTLE BURIED 8 INCHES
 AY2027'BELOW SURFACE OF GROUND AND COVERED BY A MOUND OF STONE,
 AY2027'7.88 FEET FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0117 ***********************************************************************
 CE0117  DESIGNATION -  IRON BOLT
 CE0117  PID         -  CE0117
 CE0117  STATE/COUNTY-  TX/EL PASO
 CE0117  USGS QUAD   -  EL PASO (1997)
 CE0117
 CE0117                         *CURRENT SURVEY CONTROL
 CE0117  ___________________________________________________________________
 CE0117* NAD 83(1986)-  31 48 09.     (N)    106 23 43.     (W)     SCALED    
 CE0117* NAVD 88     -      1195.626  (meters)    3922.65   (feet)  POSTED    
 CE0117  ___________________________________________________________________
 CE0117  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CE0117  DYNAMIC HT  -        1193.790 (meters)    3916.63  (feet)  COMP
 CE0117  MODELED GRAV-     979,067.4   (mgal)                       NAVD 88
 CE0117
 CE0117  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CE0117
 CE0117.This mark is at El Paso Intl (ELP) Airport (ELP)
 CE0117
 CE0117.The horizontal coordinates were scaled from a topographic map and have
 CE0117.an estimated accuracy of +/- 6 seconds.
 CE0117
 CE0117.The orthometric height was determined by differential leveling
 CE0117.and adjusted by the National Geodetic Survey in 1992..
 CE0117.No vertical observational check was made to the station.
 CE0117.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CE0117.was located on a no-check spur therefore a value was not computed.
 CE0117
 CE0117.The geoid height was determined by GEOID03.
 CE0117
 CE0117.The dynamic height is computed by dividing the NAVD 88
 CE0117.geopotential number by the normal gravity value computed on the
 CE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0117.degrees latitude (g = 980.6199 gals.).
 CE0117
 CE0117.The modeled gravity was interpolated from observed gravity values.
 CE0117
 CE0117;                    North         East    Units  Estimated Accuracy
 CE0117;SPC TX C     - 3,252,410.      126,260.      MT  (+/- 180 meters Scaled)
 CE0117
 CE0117                          SUPERSEDED SURVEY CONTROL
 CE0117
 CE0117  NGVD 29 (??/??/92) 1195.07   (m)         3920.8    (f) COMPUTED    1 2
 CE0117
 CE0117.Superseded values are not recommended for survey control.
 CE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0117.See file dsdata.txt to determine how the superseded data were derived.
 CE0117
 CE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR679193(NAD 83)
 CE0117_MARKER: B = BOLT
 CE0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0117_SP_SET: RUNWAY
 CE0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0117
 CE0117  HISTORY     - Date     Condition        Report By
 CE0117  HISTORY     - UNK      MONUMENTED       CAB
 CE0117  HISTORY     - 1945     GOOD             NGS
 CE0117
 CE0117                          STATION DESCRIPTION
 CE0117
 CE0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CE0117'7.1 MI NE FROM EL PASO.
 CE0117'7.1 MILES NORTHEAST OF THE CTIY HALL AT EL PASO ALONG U.S. HIGHWAY 62
 CE0117'AND PAVED ROAD TO EL PASO MUNICIPAL AIRPORT (ED ANDERSON FIELD), 0.15
 CE0117'MILE NORTH OF THE CONTROL TOWER, IN THE CENTER OF EAST-WEST RUNWAY,
 CE0117'NORTHWEST-SOUTHEAST RUNWAY, AND TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2629 ***********************************************************************
 AX2629  DESIGNATION -  IRON PEAK
 AX2629  PID         -  AX2629
 AX2629  STATE/COUNTY-  TX/CALDWELL
 AX2629  USGS QUAD   -  HARWOOD (1981)
 AX2629
 AX2629                         *CURRENT SURVEY CONTROL
 AX2629  ___________________________________________________________________
 AX2629* NAD 83(1993)-  29 39 56.26679(N)    097 32 56.74022(W)     ADJUSTED  
 AX2629* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 AX2629  ___________________________________________________________________
 AX2629  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AX2629  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2629
 AX2629  HORZ ORDER  -  THIRD
 AX2629
 AX2629.The horizontal coordinates were established by classical geodetic methods
 AX2629.and adjusted by the National Geodetic Survey in February 1996..
 AX2629
 AX2629.The orthometric height was scaled from a topographic map.
 AX2629
 AX2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2629
 AX2629.The geoid height was determined by GEOID03.
 AX2629
 AX2629;                    North         East     Units Scale Factor Converg.
 AX2629;SPC TXSC     - 4,203,938.978   740,438.917   MT  0.99987984   +0 42 38.9
 AX2629;SPC TXSC     -13,792,423.13  2,429,256.68   sFT  0.99987984   +0 42 38.9
 AX2629;UTM  14      - 3,282,615.378   640,410.925   MT  0.99984326   +0 43 05.6
 AX2629
 AX2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2629!SPC TXSC     -   0.99997772  x   0.99987984  =   0.99985756
 AX2629!UTM  14      -   0.99997772  x   0.99984326  =   0.99982098
 AX2629
 AX2629:                Primary Azimuth Mark                     Grid Az
 AX2629:SPC TXSC     -  NIXON                                    232 28 15.4
 AX2629:UTM  14      -  NIXON                                    232 27 48.7
 AX2629
 AX2629|---------------------------------------------------------------------|
 AX2629| PID    Reference Object                     Distance      Geod. Az  |
 AX2629|                                                           dddmmss.s |
 AX2629| AX2631 NIXON                               APPROX.18.0 KM 2331054.3 |
 AX2629|---------------------------------------------------------------------|
 AX2629
 AX2629                          SUPERSEDED SURVEY CONTROL
 AX2629
 AX2629  NAD 83(1986)-  29 39 56.27689(N)    097 32 56.72746(W) AD(       ) 3
 AX2629  NAD 27      -  29 39 55.45028(N)    097 32 55.74265(W) AD(       ) 3
 AX2629
 AX2629.Superseded values are not recommended for survey control.
 AX2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2629.See file dsdata.txt to determine how the superseded data were derived.
 AX2629
 AX2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT4041182615(NAD 83)
 AX2629
 AX2629  HISTORY     - Date     Condition        Report By
 AX2629  HISTORY     - UNK      MONUMENTED
 AX2629  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2629  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2629  HISTORY     - 19970217 MARK NOT FOUND   TXDOT
 AX2629  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2629
 AX2629                          STATION DESCRIPTION
 AX2629
 AX2629'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2629'STATION LOCATED NEAR THE SOUTHERN CORNER OF CALDWELL COUNTY AND NEAR
 AX2629'THE LINE BETWEEN GONZALES AND CALDWELL COUNTIES.  ABOUT 9.0 MI. W. OF
 AX2629'HARWOOD AND 6.0 MI. E. OF LULING.  ABOUT 1/3 MI. S. OF THE GALVESTON,
 AX2629'HARRISBURG AND SAN ANTONIO RAILROAD, ON THE SUMMIT OF A HIGH ROCK
 AX2629'HILL KNOWN LOCALLY AS IRON PEAK, NEAR THE SOUTHERN END OF LINE OF
 AX2629'HILLS KNOWN AS IRON MOUNTAINS.  LAND BELONGS TO J. W. BRUCE.
 AX2629'
 AX2629'NOT RECOVERED, REPORTED THAT AMS STATION --HARWOOD
 AX2629'1959-- NOW LOCATED ON THIS TOP.
 AX2629'
 AX2629'STATION MARK--COPPER BOLT SET IN SOLID ROCK AT FOOT OF A POST OAK
 AX2629'TREE, STAMPED ---USGS--- WITH TRIANGLE IN CENTER.
 AX2629'
 AX2629'REFERENCE MARK NORTH--LETTERS ---USGS--- AND TRIANGLE CUT IN SOLID
 AX2629'ROCK, 37.71 FT. FROM STATION, S 08 DEG 11 MIN E.
 AX2629'
 AX2629'REFERENCE MARK WEST--CROSS CUT IN POST OAK TREE WITH COPPER NAIL AND
 AX2629'WASHER IN CENTER OF CROSS.
 AX2629'
 AX2629'REFERENCE MARK WEST--LETTERS ---USGS--- AND TRIANGLE CUT IN ROCK,
 AX2629'29.87 FT. FROM STATION, N 85 DEG 26 MIN E.
 AX2629
 AX2629                          STATION RECOVERY (1993)
 AX2629
 AX2629'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2629'MARK NOT FOUND.
 AX2629
 AX2629                          STATION RECOVERY (1997)
 AX2629
 AX2629'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (DPM)
 AX2629'HARWOOD RM 1 RECOVERED, CE DISC, AMS, 1959.  FOLLOWED RM DIRECTION
 AX2629'ARROW BUT RECOVERED NO OTHER EVIDENCE.
 AX2629
 AX2629                          STATION RECOVERY (1999)
 AX2629
 AX2629'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0893 ***********************************************************************
 AH0893  DESIGNATION -  IRON PLUG
 AH0893  PID         -  AH0893
 AH0893  STATE/COUNTY-  TX/KLEBERG
 AH0893  USGS QUAD   -  LAURELES RANCH (1975)
 AH0893
 AH0893                         *CURRENT SURVEY CONTROL
 AH0893  ___________________________________________________________________
 AH0893* NAD 83(1986)-  27 31 08.     (N)    097 37 11.     (W)     SCALED    
 AH0893* NAVD 88     -        10.893  (meters)      35.74   (feet)  ADJUSTED  
 AH0893  ___________________________________________________________________
 AH0893  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AH0893  DYNAMIC HT  -          10.876 (meters)      35.68  (feet)  COMP
 AH0893  MODELED GRAV-     979,110.3   (mgal)                       NAVD 88
 AH0893
 AH0893  VERT ORDER  -  SECOND    CLASS 0
 AH0893
 AH0893.The horizontal coordinates were scaled from a topographic map and have
 AH0893.an estimated accuracy of +/- 6 seconds.
 AH0893
 AH0893.The orthometric height was determined by differential leveling
 AH0893.and adjusted by the National Geodetic Survey in June 1991..
 AH0893
 AH0893.The geoid height was determined by GEOID03.
 AH0893
 AH0893.The dynamic height is computed by dividing the NAVD 88
 AH0893.geopotential number by the normal gravity value computed on the
 AH0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0893.degrees latitude (g = 980.6199 gals.).
 AH0893
 AH0893.The modeled gravity was interpolated from observed gravity values.
 AH0893
 AH0893;                    North         East    Units  Estimated Accuracy
 AH0893;SPC TX S     - 5,205,520.      386,960.      MT  (+/- 180 meters Scaled)
 AH0893
 AH0893                          SUPERSEDED SURVEY CONTROL
 AH0893
 AH0893  NGVD 29 (??/??/92)   11.029  (m)           36.18   (f) ADJ UNCH    2 0
 AH0893
 AH0893.Superseded values are not recommended for survey control.
 AH0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0893.See file dsdata.txt to determine how the superseded data were derived.
 AH0893
 AH0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR363446(NAD 83)
 AH0893_MARKER: Z = SEE DESCRIPTION
 AH0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0893+STABILITY: SURFACE MOTION
 AH0893
 AH0893  HISTORY     - Date     Condition        Report By
 AH0893  HISTORY     - UNK      MONUMENTED       DOD
 AH0893  HISTORY     - 1951     GOOD             NGS
 AH0893
 AH0893                          STATION DESCRIPTION
 AH0893
 AH0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0893'15.9 MI E FROM KINGSVILLE.
 AH0893'15.6 MILES EAST ALONG THE LAURELES RANCH ROAD FROM THE HOSPITAL AT
 AH0893'KINGSVILLE, THENCE 0.3 MILE SOUTHWEST ALONG A DIRT ROAD, AT THE
 AH0893'ENTRANCE TO OUTLYING FIELD 25, 38 FEET EAST OF THE CENTER OF A GATE,
 AH0893'1.8 FEET SOUTH OF AN EAST AND WEST FENCE, SET IN THE TOP OF A CONCRETE
 AH0893'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1329 ***********************************************************************
 FL1329  DESIGNATION -  IRON ROD
 FL1329  PID         -  FL1329
 FL1329  STATE/COUNTY-  TX/MOORE
 FL1329  USGS QUAD   -  MASTERSON (1953)
 FL1329
 FL1329                         *CURRENT SURVEY CONTROL
 FL1329  ___________________________________________________________________
 FL1329* NAD 83(1986)-  35 37 50.     (N)    101 58 52.     (W)     SCALED    
 FL1329* NAVD 88     -      1136.361  (meters)    3728.21   (feet)  ADJUSTED  
 FL1329  ___________________________________________________________________
 FL1329  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1329  DYNAMIC HT  -        1135.029 (meters)    3723.84  (feet)  COMP
 FL1329  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 FL1329
 FL1329  VERT ORDER  -  SECOND    CLASS 0
 FL1329
 FL1329.The horizontal coordinates were scaled from a topographic map and have
 FL1329.an estimated accuracy of +/- 6 seconds.
 FL1329
 FL1329.The orthometric height was determined by differential leveling
 FL1329.and adjusted by the National Geodetic Survey in June 1991..
 FL1329
 FL1329.The geoid height was determined by GEOID03.
 FL1329
 FL1329.The dynamic height is computed by dividing the NAVD 88
 FL1329.geopotential number by the normal gravity value computed on the
 FL1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1329.degrees latitude (g = 980.6199 gals.).
 FL1329
 FL1329.The modeled gravity was interpolated from observed gravity values.
 FL1329
 FL1329;                    North         East    Units  Estimated Accuracy
 FL1329;SPC TX N     - 1,181,000.      156,420.      MT  (+/- 180 meters Scaled)
 FL1329
 FL1329                          SUPERSEDED SURVEY CONTROL
 FL1329
 FL1329  NGVD 29 (??/??/92) 1135.812  (m)         3726.41   (f) ADJ UNCH    2 0
 FL1329
 FL1329.Superseded values are not recommended for survey control.
 FL1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1329.See file dsdata.txt to determine how the superseded data were derived.
 FL1329
 FL1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE300470(NAD 83)
 FL1329_MARKER: Z = SEE DESCRIPTION
 FL1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1329_SP_SET: IRON ROD
 FL1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1329
 FL1329  HISTORY     - Date     Condition        Report By
 FL1329  HISTORY     - UNK      MONUMENTED       RBNF
 FL1329  HISTORY     - 1934     GOOD             NGS
 FL1329
 FL1329                          STATION DESCRIPTION
 FL1329
 FL1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FL1329'17.2 MI SE FROM DUMAS.
 FL1329'17.2 MILES SE OF AND ALONG THE SANTA FE R.R. A 1/2 IN. IRON ROD DRIVEN
 FL1329'IN THE GROUND LOCATED 100 YARDS NW OF R.R. STATION EXELL.  67 YARDS NE
 FL1329'OF CENTER OF TRACK.  21 FT. SE OF A ROAD CROSSING R.R.  NEAR LAST R/W
 FL1329'FENCE LINE POST, WHICH IS PAINTED 3726.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2870 ***********************************************************************
 CS2870  DESIGNATION -  IRVING
 CS2870  PID         -  CS2870
 CS2870  STATE/COUNTY-  TX/DALLAS
 CS2870  USGS QUAD   -  IRVING (1981)
 CS2870
 CS2870                         *CURRENT SURVEY CONTROL
 CS2870  ___________________________________________________________________
 CS2870* NAD 83(1993)-  32 48 54.27015(N)    096 56 33.64408(W)     ADJUSTED  
 CS2870* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 CS2870  ___________________________________________________________________
 CS2870  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 CS2870  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CS2870
 CS2870  HORZ ORDER  -  FIRST
 CS2870
 CS2870.The horizontal coordinates were established by classical geodetic methods
 CS2870.and adjusted by the National Geodetic Survey in February 1996..
 CS2870
 CS2870.The orthometric height was scaled from a topographic map.
 CS2870
 CS2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2870
 CS2870.The geoid height was determined by GEOID03.
 CS2870
 CS2870;                    North         East     Units Scale Factor Converg.
 CS2870;SPC TXNC     - 2,128,427.557   745,816.826   MT  0.99988110   +0 50 57.7
 CS2870;SPC TXNC     - 6,983,016.08  2,446,900.70   sFT  0.99988110   +0 50 57.7
 CS2870;UTM  14      - 3,632,660.882   692,603.495   MT  1.00005743   +1 06 55.0
 CS2870
 CS2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2870!SPC TXNC     -   0.99998099  x   0.99988110  =   0.99986210
 CS2870!UTM  14      -   0.99998099  x   1.00005743  =   1.00003842
 CS2870
 CS2870|---------------------------------------------------------------------|
 CS2870| PID    Reference Object                     Distance      Geod. Az  |
 CS2870|                                                           dddmmss.s |
 CS2870| CX9998 IRVING RM 3                          15.520 METERS 07220     |
 CS2870| CS2871 PTS 2 S USGS 1947                    52.235 METERS 13926     |
 CS2870| CX9999 IRVING RM 4                          22.180 METERS 14003     |
 CS2870| CS2875 IRVING MUNICIPAL TANK               337.798 METERS 23005     |
 CS2870| CX9996 IRVING AZ MK                                       2724011.7 |
 CS2870| CX9997 IRVING RM 1                          61.859 METERS 27246     |
 CS2870|---------------------------------------------------------------------|
 CS2870
 CS2870                          SUPERSEDED SURVEY CONTROL
 CS2870
 CS2870  NAD 83(1993)-  32 48 54.27244(N)    096 56 33.62678(W) AD(       ) 1
 CS2870  NAD 83(1986)-  32 48 54.27596(N)    096 56 33.62711(W) AD(       ) 1
 CS2870  NAD 27      -  32 48 53.81700(N)    096 56 32.61200(W) AD(       ) 1
 CS2870
 CS2870.Superseded values are not recommended for survey control.
 CS2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2870.See file dsdata.txt to determine how the superseded data were derived.
 CS2870
 CS2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB9260332661(NAD 83)
 CS2870_MARKER: DS = TRIANGULATION STATION DISK
 CS2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2870
 CS2870  HISTORY     - Date     Condition        Report By
 CS2870  HISTORY     - 1947     MONUMENTED       CGS
 CS2870  HISTORY     - 1958     MARK NOT FOUND   CGS
 CS2870  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS2870  HISTORY     - 1959     MARK NOT FOUND   CGS
 CS2870  HISTORY     - 1963     GOOD             CGS
 CS2870  HISTORY     - 1972     GOOD             NGS
 CS2870  HISTORY     - 1973     GOOD             NGS
 CS2870  HISTORY     - 1977     GOOD             NGS
 CS2870  HISTORY     - 1979     GOOD             LOCENG
 CS2870
 CS2870                          STATION DESCRIPTION
 CS2870
 CS2870'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2870'LOCATED IN THE TOWN OF IRVING IN THE RAILROAD RIGHT-OF-WAY
 CS2870'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, ABOUT 0.2
 CS2870'MILE EAST OF THE RAILROAD STATION AND NEAR THE RAILROAD
 CS2870'CROSSING AT NORTH BRITIAN STREET.  IT IS 76 FEET EAST OF THE
 CS2870'CENTERLINE OF THIS STREET, 63.2 FEET NORTH OF THE NORTH RAIL
 CS2870'OF TRACKS AND 5.79 FEET SOUTH OF A WHITE WITNESS POST.  THE
 CS2870'MARK PROJECTS 3 INCHES AND THE DISC IS STAMPED IRVING 1947.
 CS2870'
 CS2870'REFERENCE MARK NO. 1 IS 200.90 FEET WEST OF THE STATION, 50
 CS2870'FEET NORTH OF THE NORTH RAIL OF TRACKS AND 14 FEET SOUTH OF
 CS2870'A LONE OAK TREE IN THE FENCE LINE.  THE MARK PROJECTS 4 INCHES
 CS2870'AND THE DISC IS STAMPED IRVING NO 1 1947.
 CS2870'
 CS2870'REFERENCE MARK NO. 2 IS THE USGS TRAVERSE STATION, PRIM TRAV
 CS2870'STA NO 2 S 1925.  IT IS SOUTHEAST OF THE STATION 171.37 FEET,
 CS2870'44.5 FEET SOUTH OF THE SOUTH RAIL OF R.R. TRACKS (MAIN TRACKS)
 CS2870'33 FEET EAST OF THE CENTER LINE OF NORTH BRITIAN STREET AND
 CS2870'3.8 FEET SOUTH OF A TELEGRAPH POLE.  THE MARK IS A ROUND
 CS2870'CONCRETE POST ABOUT 8 INCHES IN DIAMETER THAT IS FLUSH WITH
 CS2870'THE GROUND AND THE STANDARD BRONZE USGS DISC IS STAMPED,
 CS2870'PRIM TRAV STA NO 2 S 1925.
 CS2870'
 CS2870'AZIMUTH MARK IS 0.25 MILE WEST OF STATION, ON THE RAILROAD
 CS2870'RIGHT-OF-WAY PROPERTY, ABOUT 75 YARDS NORTHWEST OF RAILROAD
 CS2870'STATION, 51-1/2 FEET NORTH OF THE NORTH RAIL OF TRACK 4 FEET
 CS2870'NORTHWEST OF A TELEPHONE POLE AND 2.9 FEET EAST OF A WITNESS
 CS2870'POST.  THE MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED
 CS2870'IRVING 1947.
 CS2870'
 CS2870'STATION IS REACHED FROM THE INTERSECTION OF MAIN STREET AND
 CS2870'EAST FIRST STREET IN IRVING BY GOING EAST ON EAST FIRST TO
 CS2870'BRITIAN STREET, 0.2 MILE.  THENCE NORTH OR LEFT ON NORTH
 CS2870'BRITIAN STREET TO THE RAILROAD CROSSING AND THE STATION SITE
 CS2870'ON THE LEFT.
 CS2870'
 CS2870'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2870
 CS2870                          STATION RECOVERY (1958)
 CS2870
 CS2870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2870'THIS STATION WAS SEARCHED FOR AND NOT RECOVERED.  THE DESCRIPTION
 CS2870'STATES THE STATION IS 76 FEET EAST OF THE CENTERLINE OF THE
 CS2870'STREET.  THIS PLACES IT IN A JUNK YARD.  THE OWNERS STATE THE
 CS2870'MARK HAS NEVER BEEN SEEN AT THIS SITE.  OTHER REFERENCES INDICATE
 CS2870'THE STATION WOULD HAVE BEEN LOCATED 76 FEET WEST OF THE
 CS2870'CENTERLINE OF THE NORTH-SOUTH STREET.  A NEW STREET ALONG
 CS2870'THE NORTH SIDE OF THE RAILROAD NOW COVERED THE AREA OF THE
 CS2870'STATION AND REFERENCE NUMBER 1.  THE AZIMUTH MARK WAS
 CS2870'RECOVERED IN PLACE AS DESCRIBED.  TRAV STA NO 2 S 1925 WHICH
 CS2870'WAS CONNECTED FOR A REFERENCE MARK WAS RECOVERED IN GOOD
 CS2870'CONDITION AS DESCRIBED.  THE STATION AND REFERENCE NO. 1 SHOULD BE
 CS2870'CONSIDERED LOST.
 CS2870
 CS2870                          STATION RECOVERY (1958)
 CS2870
 CS2870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS2870'STATION WAS SEARCHED FOR AND NOT FOUND.  A NEW ROAD COVERS
 CS2870'THE PROBABLE LOCATION OF THE STATION.
 CS2870'
 CS2870'NEITHER OF THE REFERENCE MARKS WAS FOUND, BUT THE AZIMUTH
 CS2870'MARK IS IN PLACE.
 CS2870
 CS2870                          STATION RECOVERY (1959)
 CS2870
 CS2870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HWH)
 CS2870'STATION WAS NOT LOCATED.  IT MUST HAVE BEEN DESTROYED ALONG
 CS2870'WITH REFERENCE MARK NO. 1.  REFERENCE MARK NO. 2 WAS RECOVERED
 CS2870'IN GOOD CONDITION AS DESCRIBED.
 CS2870
 CS2870                          STATION RECOVERY (1963)
 CS2870
 CS2870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2870'THIS STATION WAS REPORTED LOST IN 1958.  ALL MARKS WERE
 CS2870'RECOVERED IN GOOD CONDITION.
 CS2870'
 CS2870'THE STATION IS IN THE TOWN OF IRVING ALONG THE NORTH EDGE OF
 CS2870'A GRAVELED STREET WHICH PARALLELS THE CHICAGO, ROCK ISLAND
 CS2870'AND PACIFIC RAILROAD, ON THE NORTH, ABOUT 0.2 MILE EAST OF
 CS2870'THE RAILROAD STATION.
 CS2870'
 CS2870'TO REACH THE STATION FROM MAIN STREET AND FIRST STREET IN
 CS2870'IRVING, GO EAST 0.2 MILE.  TURN LEFT, AND FOLLOW BRITIAN
 CS2870'STREET 0.2 MILE TO THE RAILROAD CROSSING AND THE STATION
 CS2870'ON THE LEFT.
 CS2870'
 CS2870'STATION MARK, A STANDARD DISK STAMPED IRVING 1947, IS SET
 CS2870'IN A SQUARE CONCRETE POST WHICH IS 4 INCHES BELOW THE SURFACE
 CS2870'OF THE GROUND.  IT IS 75 FEET WEST OF THE CENTER LINE OF
 CS2870'BRITIAN STREET, 78.3 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 CS2870'RAILROAD TRACKS, 61 FEET NORTHEAST OF A TELEPHONE POLE WHICH
 CS2870'MARKS MILE POST 635, 17 FEET SOUTHWEST OF A GUYED POWERLINE
 CS2870'POLE, 76 FEET NORTHWEST OF THE RAILROAD CROSSING STOP LIGHT
 CS2870'POST, AND 6 FEET SOUTH OF THE SOUTH RIM OF THE GRADER DITCH.
 CS2870'
 CS2870'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED IRVING NO 1
 CS2870'1947, IS SET IN A SQUARE CONCRETE POST WHICH IS 2 INCHES
 CS2870'BELOW THE SURFACE OF THE GROUND.  IT IS 83.5 FEET NORTH OF
 CS2870'THE NORTH RAIL OF THE MAIN RAILROAD TRACKS, 169 FEET EAST OF THE
 CS2870'CENTER OF THE GRAVELED STREET AND THE RAILROAD CROSSING, 13
 CS2870'FEET SOUTH OF A LONE OAK TREE, 23 FEET SOUTHWEST OF A POWERLINE
 CS2870'POLE, AND 2 FEET SOUTH OF THE SOUTH RIM OF THE GRADER DITCH.
 CS2870'
 CS2870'REFERENCE MARK NO. 2, (USGS PRIM TRAV. STA. NO 2 S 1925),
 CS2870'IS A U.S. GEOLOGICAL SURVEY DISK STAMPED PRIM TRAV STA NO 2 S
 CS2870'1925, SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 CS2870'SURFACE OF THE GROUND.  IT IS 37 FEET EAST OF THE CENTER LINE
 CS2870'OF BRITIAN STREET, 44.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 CS2870'MAIN RAILROAD TRACKS, 6 FEET NORTHWEST OF THE NORTHWEST CORNER
 CS2870'OF A METAL BUILDING, AND 3 FEET SOUTH OF A TELEGRAPH POLE.
 CS2870'
 CS2870'AZIMUTH MARK, A STANDARD DISK STAMPED IRVING 1947, IS SET IN
 CS2870'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS ABOUT
 CS2870'75 YARDS NORTHWEST OF THE RAILROAD STATION, 107 FEET NORTH OF
 CS2870'THE NORTH RAIL OF THE MAIN RAILROAD TRACKS, 4 FEET NORTHWEST
 CS2870'OF A TELEPHONE POLE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 CS2870'
 CS2870'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG
 CS2870'THE NORTH SIDE OF THE RAILROAD ON THE GRAVEL AND TRACK ROAD
 CS2870'FOR 0.2 MILE TO THE AZIMUTH MARK.
 CS2870
 CS2870                          STATION RECOVERY (1972)
 CS2870
 CS2870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ALS)
 CS2870'STATION, R.M.S 1 AND 2, AND AZ. MK. RECOVERED AS DESCRIBED
 CS2870'IN GOOD CONDITION.
 CS2870'
 CS2870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT IRVING
 CS2870
 CS2870                          STATION RECOVERY (1973)
 CS2870
 CS2870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 CS2870'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 CS2870'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CS2870
 CS2870                          STATION RECOVERY (1977)
 CS2870
 CS2870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 CS2870'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 CS2870'CONDITION.  REFERENCE MARK NO. 2 WAS NOT RECOVERED, AND ITS BELIEVED
 CS2870'THE MARK HAD BEEN DESTROYED.  REFERENCE MARK NO. 1 WAS FOUND TO
 CS2870'HAVE BEEN HIT AND IS TILTED.  THE LINE OF SIGHT TO THE AZIMUTH MARK
 CS2870'FROM STATION IS NOW BLOCKED BY A VERY HEAVY GROWTH OF BRUSH.
 CS2870'
 CS2870'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME AND POLARIS
 CS2870'WAS OBSERVED.
 CS2870'
 CS2870'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS2870'
 CS2870'THE STATION IS LOCATED IN THE EAST EDGE OF IRVING, AT THE RAILROAD
 CS2870'CROSSING OF BRITAIN ROAD.
 CS2870'
 CS2870'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST,
 CS2870'THAT IS ABOUT 4-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 CS2870'STAMPED IRVING 1947.  IT IS 75 FEET WEST OF THE CENTER OF BRITAIN
 CS2870'ROAD, 78.3 FEET NORTH OF THE NORTH RAIL OF THE MAIN RAILROAD
 CS2870'TRACKS, 61 FEET NORTHEAST OF A TELEPHONE POLE, 76 FEET NORTHWEST
 CS2870'OF THE RAILROAD CROSSING SIGNAL LIGHT, AND 17 FEET SOUTHWEST OF
 CS2870'A HIGH LINE POLE.
 CS2870'
 CS2870'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 CS2870'POST, THAT IS ABOUT 4-INCHES BELOW THE SURFACE OF THE GROUND AND IS
 CS2870'STAMPED IRVING NO 1 1947.  IT IS 83 FEET NORTH OF THE NORTH RAIL OF
 CS2870'RAILROAD TRACKS, 23 FEET SOUTHWEST OF A HIGH LINE POLE, AND 13
 CS2870'FEET SOUTH OF A LARGE LONE OAK TREE.
 CS2870'
 CS2870'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN A DRILL HOLE, IN
 CS2870'SIDEWALK OF STREET AND IS STAMPED IRVING 1947 NO 3 1977.  IT IS 80
 CS2870'FEET NORTH OF THE NORTH TRACK OF RAILROAD TRACKS, 65 FEET NORTH OF
 CS2870'THE RAILROAD CROSSING SIGNAL LIGHT, 27 FEET WEST OF THE CENTER OF
 CS2870'BRITAIN RD., AND 2.8 FEET WEST OF A HIGH LINE POLE.
 CS2870'
 CS2870'REFERENCE MARK NO. 4 IS A STANDARD DISK, SET IN A DRILL HOLE OF
 CS2870'SIDEWALK OF STREET AND IS STAMPED IRVING 1947 NO 4 1977.  IT IS 28
 CS2870'FEET WEST OF THE CENTER OF BRITAIN RD., 8 FEET NORTH OF THE NORTH
 CS2870'RAIL OF RAILROAD TRACKS, AND 6.6 FEET SOUTH OF THE RAILROAD
 CS2870'CROSSING SIGNAL LIGHT.
 CS2870'
 CS2870'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 CS2870'POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED IRVING 1947.  IT
 CS2870'IS 107 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 4 FEET
 CS2870'NORTHWEST OF A TELEPHONE POLE AND 1-FOOT EAST OF A METAL WITNESS
 CS2870'POST.
 CS2870'
 CS2870'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ALONG THE
 CS2870'NORTH SIDE OF RAILROAD TRACKS, CROSSING THE SPUR LINE OF TRACKS THAT
 CS2870'LEAD NORTHERLY FOR 0.25 MILE TO MARK.
 CS2870'
 CS2870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN IRVING.
 CS2870
 CS2870                          STATION RECOVERY (1979)
 CS2870
 CS2870'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (JN)
 CS2870'IRVING 1947-(STA) RECOVERED GOOD - DESCRIPTION GOOD.
 CS2870'
 CS2870'IRVING NO. 1 1947 RECOVERED GOOD - DESCRIPTION GOOD.
 CS2870'
 CS2870'IRVING 1947 (AZM) RECOVERED GOOD - DESCRIPTION GOOD.
 CS2870'
 CS2870'DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN IRVING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1361 ***********************************************************************
 GL1361  DESIGNATION -  IRWIN
 GL1361  PID         -  GL1361
 GL1361  STATE/COUNTY-  TX/DALLAM
 GL1361  USGS QUAD   -  WILCO NE (1965)
 GL1361
 GL1361                         *CURRENT SURVEY CONTROL
 GL1361  ___________________________________________________________________
 GL1361* NAD 83(1993)-  36 12 09.72511(N)    102 17 33.13324(W)     ADJUSTED  
 GL1361* NAVD 88     -      1154.     (meters)    3786.     (feet)  VERTCON   
 GL1361  ___________________________________________________________________
 GL1361  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 GL1361  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 GL1361
 GL1361  HORZ ORDER  -  SECOND
 GL1361
 GL1361.The horizontal coordinates were established by classical geodetic methods
 GL1361.and adjusted by the National Geodetic Survey in February 1996..
 GL1361
 GL1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1361
 GL1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1361
 GL1361.The geoid height was determined by GEOID03.
 GL1361
 GL1361;                    North         East     Units Scale Factor Converg.
 GL1361;SPC TX N     - 1,244,655.689   128,725.692   MT  1.00000458   -0 27 33.5
 GL1361;SPC TX N     - 4,083,507.87    422,327.54   sFT  1.00000458   -0 27 33.5
 GL1361;UTM  13      - 4,009,829.807   743,418.833   MT  1.00033013   +1 35 59.8
 GL1361
 GL1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1361!SPC TX N     -   0.99982292  x   1.00000458  =   0.99982750
 GL1361!UTM  13      -   0.99982292  x   1.00033013  =   1.00015299
 GL1361
 GL1361:                Primary Azimuth Mark                     Grid Az
 GL1361:SPC TX N     -  CONLEN JD CRABTREE GRAIN ELEV            053 59 42.4
 GL1361:UTM  13      -  CONLEN JD CRABTREE GRAIN ELEV            051 56 09.1
 GL1361
 GL1361|---------------------------------------------------------------------|
 GL1361| PID    Reference Object                     Distance      Geod. Az  |
 GL1361|                                                           dddmmss.s |
 GL1361| GL1359 CONLEN JD CRABTREE GRAIN ELEV       APPROX. 5.8 KM 0533208.9 |
 GL1361| CM8831 IRWIN RM 1                           21.028 METERS 17426     |
 GL1361| GL1368 DALHART ARMY FIELD AUX 2 SPIPE      APPROX.16.0 KM 2220113.2 |
 GL1361| CM8830 IRWIN AZ MK                                        2322211.1 |
 GL1361| CM8832 IRWIN RM 2                           22.120 METERS 27352     |
 GL1361|---------------------------------------------------------------------|
 GL1361
 GL1361                          SUPERSEDED SURVEY CONTROL
 GL1361
 GL1361  NAD 83(1993)-  36 12 09.72477(N)    102 17 33.13374(W) AD(       ) 2
 GL1361  NAD 83(1986)-  36 12 09.73534(N)    102 17 33.12373(W) AD(       ) 2
 GL1361  NAD 27      -  36 12 09.62500(N)    102 17 31.46800(W) AD(       ) 2
 GL1361  NGVD 29 (07/19/86) 1153.     (m)         3783.     (f) VERT ANG       
 GL1361
 GL1361.Superseded values are not recommended for survey control.
 GL1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1361.See file dsdata.txt to determine how the superseded data were derived.
 GL1361
 GL1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA4341909830(NAD 83)
 GL1361_MARKER: DS = TRIANGULATION STATION DISK
 GL1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1361_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1361
 GL1361  HISTORY     - Date     Condition        Report By
 GL1361  HISTORY     - 1953     MONUMENTED       CGS
 GL1361
 GL1361                          STATION DESCRIPTION
 GL1361
 GL1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1361'STATION IS LOCATED, AIRLINE, ABOUT 15-1/2 MILES NORTHEAST OF
 GL1361'DALHART, 1.2 MILES NORTHEAST OF THE RAILROAD SIDING OF IRWIN AND
 GL1361'ON THE RIGHT-OF-WAY PROPERTY OF U.S. HIGHWAY 54 AND THE RAILROAD.
 GL1361'
 GL1361'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 GL1361'87 AND 54 IN DALHART, GO NORTHEAST ON U.S. HIGHWAY 54 FOR 9.0
 GL1361'MILES TO CHAMBERLIN.  CONTINUE NORTHEAST ON THE HIGHWAY FOR
 GL1361'6.2 MILES TO THE AZIMUTH MARK AT THE POWER POLE JUST BEYOND A
 GL1361'CONCRETE CULVERT.  CONTINUE NORTHEAST FOR 0.45 MILE TO THE
 GL1361'STATION ON THE LEFT.
 GL1361'
 GL1361'STATION MARK, STAMPED IRWIN 1953, IS A STANDARD DISK SET IN THE
 GL1361'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND FLUSH WITH
 GL1361'THE GROUND.  IT IS 145 FEET SOUTHEAST OF THE CENTER OF THE RAILROAD
 GL1361'TRACKS AND 4.7 FEET SOUTHEAST OF A WITNESS POST.
 GL1361'
 GL1361'REFERENCE MARK NUMBER 1, STAMPED IRWIN NO 1 1953, IS A STANDARD
 GL1361'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER,
 GL1361'PROJECTING 4 INCHES AND 2-1/2 FEET HIGHER THAN THE STATION.  IT IS
 GL1361'50.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 3.0 FEET
 GL1361'NORTHEAST OF A POWER POLE.
 GL1361'
 GL1361'REFERENCE MARK NUMBER 2, STAMPED IRWIN NO 2 1953, IS A STANDARD
 GL1361'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER,
 GL1361'PROJECTING 6 INCHES AND 2 FEET HIGHER THAN THE STATION.  IT IS
 GL1361'10.0 FEET NORTHWEST OF THE TELEPHONE LINE AND MIDWAY BETWEEN
 GL1361'THE RAILROAD TRACKS AND THE HIGHWAY.
 GL1361'
 GL1361'AZIMUTH MARK, STAMPED IRWIN 1953, IS A STANDARD DISK SET IN THE
 GL1361'TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 GL1361'59.0 FEET NOTHWEST OF THE CENTERLINE OF THE HIGHWAY, 105.0 FEET
 GL1361'NORTH NORTHEAST OF A CONCRETE CULVERT, 210.0 FEET SOUTHEAST OF THE
 GL1361'CENTER OF THE RAILROAD TRACKS AND 3.5 FEET NORTHWEST OF A POWER
 GL1361'POLE.
 GL1361'
 GL1361'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1061 ***********************************************************************
 CU1061  DESIGNATION -  ISAACS
 CU1061  PID         -  CU1061
 CU1061  STATE/COUNTY-  TX/BORDEN
 CU1061  USGS QUAD   -  IRA NW (1974)
 CU1061
 CU1061                         *CURRENT SURVEY CONTROL
 CU1061  ___________________________________________________________________
 CU1061* NAD 83(1993)-  32 44 56.60126(N)    101 10 30.27619(W)     ADJUSTED  
 CU1061* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 CU1061  ___________________________________________________________________
 CU1061  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 CU1061  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CU1061
 CU1061  HORZ ORDER  -  SECOND
 CU1061
 CU1061.The horizontal coordinates were established by classical geodetic methods
 CU1061.and adjusted by the National Geodetic Survey in February 1996..
 CU1061
 CU1061.The orthometric height was scaled from a topographic map.
 CU1061
 CU1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1061
 CU1061.The geoid height was determined by GEOID03.
 CU1061
 CU1061;                    North         East     Units Scale Factor Converg.
 CU1061;SPC TXNC     - 2,123,217.390   349,355.733   MT  0.99988648   -1 27 32.3
 CU1061;SPC TXNC     - 6,965,922.39  1,146,177.93   sFT  0.99988648   -1 27 32.3
 CU1061;UTM  14      - 3,625,560.854   296,219.698   MT  1.00011207   -1 10 37.3
 CU1061
 CU1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1061!SPC TXNC     -   0.99988865  x   0.99988648  =   0.99977514
 CU1061!UTM  14      -   0.99988865  x   1.00011207  =   1.00000071
 CU1061
 CU1061:                Primary Azimuth Mark                     Grid Az
 CU1061:SPC TXNC     -  ISAACS AZ MK                             119 02 35.1
 CU1061:UTM  14      -  ISAACS AZ MK                             118 45 40.1
 CU1061
 CU1061|---------------------------------------------------------------------|
 CU1061| PID    Reference Object                     Distance      Geod. Az  |
 CU1061|                                                           dddmmss.s |
 CU1061| CH9654 ISAACS AZ MK                                       1173502.8 |
 CU1061| CH9655 ISAACS RM 1                          23.974 METERS 16205     |
 CU1061| CH9656 ISAACS RM 2                          17.682 METERS 24724     |
 CU1061|---------------------------------------------------------------------|
 CU1061
 CU1061                          SUPERSEDED SURVEY CONTROL
 CU1061
 CU1061  NAD 83(1986)-  32 44 56.60701(N)    101 10 30.26717(W) AD(       ) 2
 CU1061  NAD 27      -  32 44 56.22302(N)    101 10 28.81543(W) AD(       ) 2
 CU1061
 CU1061.Superseded values are not recommended for survey control.
 CU1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1061.See file dsdata.txt to determine how the superseded data were derived.
 CU1061
 CU1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB9622025561(NAD 83)
 CU1061_MARKER: DS = TRIANGULATION STATION DISK
 CU1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1061_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1061
 CU1061  HISTORY     - Date     Condition        Report By
 CU1061  HISTORY     - 1968     MONUMENTED       CGS
 CU1061
 CU1061                          STATION DESCRIPTION
 CU1061
 CU1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1061'THE STATION IS LOCATED, AIRLINE, ABOUT 15 MILES WEST OF SNYDER,
 CU1061'9-1/2 MILES SOUTH OF FLUVANNA, 1/2 MILE NORTH OF U.S. HIGHWAY
 CU1061'180 AND JUST WEST OF THE BORDEN-SCURRY COUNTY LINE.
 CU1061'
 CU1061'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 180
 CU1061'AND 84 AT THE NORTHWEST CORNER OF THE SQUARE IN SNYDER, GO WEST
 CU1061'ON U.S. HIGHWAY 180 FOR 2.35 MILES TO A SIDE ROAD RIGHT, (FARM
 CU1061'ROAD 1611) CONTINUE WEST ON U.S. HIGHWAY 180 FOR 9.85 MILES TO
 CU1061'A SIDE ROAD RIGHT, (FARM ROAD 1269) CONTINUE WEST ON U.S. HIGHWAY
 CU1061'180 FOR 0.75 MILE TO A CONCRETE CULVERT AND THE AZIMUTH
 CU1061'MARK ON THE LEFT, CONTINUE WEST ON U.S. HIGHWAY 180 FOR 1.3
 CU1061'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH AND WEST
 CU1061'ON A GRAVELED ROAD FOR 0.6 MILE TO A GATE ON THE RIGHT, PASS
 CU1061'THROUGH THE GATE AND GO NORTH ON A GRAVELED ROAD FOR 0.2
 CU1061'MILE TO A TRACK SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON
 CU1061'THE TRACK ROAD FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 CU1061'
 CU1061'THE STATION MARK IS A STANDARD DISK STAMPED ISAACS 1968, SET
 CU1061'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH.  IT IS
 CU1061'22.5 FEET WEST OF A NORTH-SOUTH FENCE LINE, 6.5 FEET NORTH OF
 CU1061'THE CENTER OF A TRACK ROAD AND 6.4 FEET EAST-SOUTHEAST OF A
 CU1061'WITNESS POST.
 CU1061'
 CU1061'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ISAACS NO 1 1968,
 CU1061'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH AND
 CU1061'ABOUT 2-1/2 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 CU1061'83.1 FEET SOUTH-SOUTHEAST OF THE WITNESS POST, 66.0 FEET SOUTH
 CU1061'OF THE CENTER OF THE TRACK ROAD, 2.1 FEET WEST OF A POWERLINE
 CU1061'POLE AND 1.2 FEET WEST OF THE FENCE.
 CU1061'
 CU1061'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ISAACS NO 2 1968,
 CU1061'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES
 CU1061'AND ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN THE STATION.  IT
 CU1061'IS 53.5 FEET SOUTHWEST OF THE WITNESS POST, 77.0 FEET WEST OF
 CU1061'THE FENCE AND 15.0 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 CU1061'
 CU1061'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ISAACS 1968, SET IN
 CU1061'A DRILL HOLE IN THE SOUTHWEST CORNER OF THE HEADWALL OF A
 CU1061'CONCRETE CULVERT.  IT IS 20.7 FEET SOUTH OF THE CENTERLINE OF
 CU1061'U.S. HIGHWAY 180.
 CU1061'
 CU1061'THE REFERENCE MARKS WERE NOT MEASURED BETWEEN DUE TO TREES ON LINE.
 CU1061'
 CU1061'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2330 ***********************************************************************
 AH2330  DESIGNATION -  ISAACS ET
 AH2330  PID         -  AH2330
 AH2330  STATE/COUNTY-  TX/CASTRO
 AH2330  USGS QUAD   -  DIMMITT (1980)
 AH2330
 AH2330                         *CURRENT SURVEY CONTROL
 AH2330  ___________________________________________________________________
 AH2330* NAD 83(1993)-  34 32 57.82560(N)    102 18 22.26834(W)     ADJUSTED  
 AH2330* NAVD 88     -      1247.5    (meters)    4093.     (feet)  VERTCON   
 AH2330  ___________________________________________________________________
 AH2330  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 AH2330  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH2330
 AH2330  HORZ ORDER  -  THIRD
 AH2330
 AH2330.The horizontal coordinates were established by classical geodetic methods
 AH2330.and adjusted by the National Geodetic Survey in July 1998..
 AH2330
 AH2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2330
 AH2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2330
 AH2330.The geoid height was determined by GEOID03.
 AH2330
 AH2330;                    North         East     Units Scale Factor Converg.
 AH2330;SPC TX N     - 1,061,251.571   126,002.605   MT  1.00002484   -0 28 02.0
 AH2330;SPC TX N     - 3,481,789.53    413,393.55   sFT  1.00002484   -0 28 02.0
 AH2330;UTM  13      - 3,826,371.539   747,187.696   MT  1.00035320   +1 31 42.5
 AH2330
 AH2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2330!SPC TX N     -   0.99980821  x   1.00002484  =   0.99983304
 AH2330!UTM  13      -   0.99980821  x   1.00035320  =   1.00016134
 AH2330
 AH2330                          SUPERSEDED SURVEY CONTROL
 AH2330
 AH2330  NGVD 29 (07/28/98) 1247.0    (m)         4091.     (f) VERT ANG       
 AH2330
 AH2330.Superseded values are not recommended for survey control.
 AH2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2330.See file dsdata.txt to determine how the superseded data were derived.
 AH2330
 AH2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU4718826372(NAD 83)
 AH2330_MARKER: DS = TRIANGULATION STATION DISK
 AH2330
 AH2330  HISTORY     - Date     Condition        Report By
 AH2330  HISTORY     - 1962     MONUMENTED       USGS
 AH2330
 AH2330                          STATION DESCRIPTION
 AH2330
 AH2330'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH2330'LOCATED AT THE E. END OF DIMMITT, TEXAS, ON TOP OF THE HEADER HOUSE OF
 AH2330'ELEVATOR NO. 3 OF DIMMITT WHEAT GROWERS, INC. (THIS STRUCTURE IS THE
 AH2330'HIGHEST OF THE ELEVATORS IN DIMMITT, TEXAS).
 AH2330'STATION MARK--STANDARD ALUMINUM TABLET STAMPED---ISAACS-ET 1962---,
 AH2330'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF, 12 FT. N. OF S. EDGE
 AH2330'AND 12.5 FT. W. OF E. EDGE OF THE HEADER HOUSE.
 AH2330'AZIMUTH MARK NO. 1--AN AIRCRAFT WARNING LIGHT ON THE HEADER HOUSE OF
 AH2330'AN ELEVATOR APPROXIMATELY 0.5 MI. NW. OF THE STATION IN TRUE DIRECTION
 AH2330'152 DEGREES 18 MINUTES 21 SECONDS.
 AH2330'AZIMUTH MARK NO. 2--A RADIO MAST APPROXIMATELY 1 MI. NE. OF THE
 AH2330'STATION IN TRUE DIRECTION 220 DEGREES 22 MINUTES 53 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1442 ***********************************************************************
 AJ1442  DESIGNATION -  ISABEL 1917
 AJ1442  PID         -  AJ1442
 AJ1442  STATE/COUNTY-  TX/WEBB
 AJ1442  USGS QUAD   -  DOLORES RANCH (1965)
 AJ1442
 AJ1442                         *CURRENT SURVEY CONTROL
 AJ1442  ___________________________________________________________________
 AJ1442* NAD 83(1993)-  27 39 53.62786(N)    099 38 46.46625(W)     ADJUSTED  
 AJ1442* NAVD 88     -       164.0    (meters)     538.     (feet)  VERTCON   
 AJ1442  ___________________________________________________________________
 AJ1442  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 AJ1442  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 AJ1442
 AJ1442  HORZ ORDER  -  SECOND
 AJ1442
 AJ1442.The horizontal coordinates were established by classical geodetic methods
 AJ1442.and adjusted by the National Geodetic Survey in February 1996..
 AJ1442
 AJ1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1442
 AJ1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1442
 AJ1442.The geoid height was determined by GEOID03.
 AJ1442
 AJ1442;                    North         East     Units Scale Factor Converg.
 AJ1442;SPC TX S     - 5,221,905.762   186,912.663   MT  0.99996169   -0 31 13.4
 AJ1442;SPC TX S     -17,132,202.49    613,229.30   sFT  0.99996169   -0 31 13.4
 AJ1442;UTM  14      - 3,060,249.049   436,263.741   MT  0.99965014   -0 18 00.2
 AJ1442
 AJ1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1442!SPC TX S     -   0.99997797  x   0.99996169  =   0.99993966
 AJ1442!UTM  14      -   0.99997797  x   0.99965014  =   0.99962811
 AJ1442
 AJ1442                          SUPERSEDED SURVEY CONTROL
 AJ1442
 AJ1442  NAD 83(1986)-  27 39 53.62397(N)    099 38 46.44027(W) AD(       ) 2
 AJ1442  NAD 27      -  27 39 52.57400(N)    099 38 45.27800(W) AD(       ) 2
 AJ1442  NGVD 29 (07/19/86)  164.0    (m)          538.     (f) VERT ANG       
 AJ1442
 AJ1442.Superseded values are not recommended for survey control.
 AJ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1442.See file dsdata.txt to determine how the superseded data were derived.
 AJ1442
 AJ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR3626460249(NAD 83)
 AJ1442_MARKER: DS = TRIANGULATION STATION DISK
 AJ1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1442_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AJ1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1442+STABILITY: SURFACE MOTION
 AJ1442
 AJ1442  HISTORY     - Date     Condition        Report By
 AJ1442  HISTORY     - 1917     MONUMENTED       CGS
 AJ1442  HISTORY     - 1944     SEE DESCRIPTION  CGS
 AJ1442  HISTORY     - 1958     SEE DESCRIPTION  AMS
 AJ1442
 AJ1442                          STATION DESCRIPTION
 AJ1442
 AJ1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1442'STATION IS ABOUT 1.7 MILES W BY N OF SAN ISABEL RAILROAD
 AJ1442'STATION, 200 METERS (656 FEET) N OF THE LAREDO-MINERA WAGON ROAD
 AJ1442'AT A POINT WHERE THE ROAD IS CUT ACROSS THE HILLS, AND TO THE
 AJ1442'NORTHWARD OF CULTIVATED FIELDS IN WHICH THERE ARE A NUMBER OF
 AJ1442'TENANT HOUSES PAINTED RED.
 AJ1442'
 AJ1442'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AJ1442'
 AJ1442'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1442'
 AJ1442'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AJ1442'ABOUT 25 METERS (82 FEET) N OF STATION.
 AJ1442'
 AJ1442'ELEVATION OF STATION, 164 METERS (538 FEET).
 AJ1442
 AJ1442                          STATION RECOVERY (1944)
 AJ1442
 AJ1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 AJ1442'THE STATION AND REFERENCE DISKS HAVE BEEN REMOVED BUT THE
 AJ1442'CENTER OF THE DRILL HOLES CAN BE RECOVERED IN BOTH MONUMENTS
 AJ1442'WHICH ARE STILL IN PLACE.
 AJ1442'
 AJ1442'THE FOLLOWING SHOULD BE ADDED TO THE 1917 DESCRIPTION--
 AJ1442'
 AJ1442'FROM THE PLAZA HOTEL IN LAREDO GO N ON U.S. HIGHWAY 83 FOR
 AJ1442'4.5 MILES, TURN LEFT (W) ONTO A DIRT ROAD, CROSS RAILROAD TRACK
 AJ1442'AND CONTINUE W AND N ON THE MAIN-TRAVELED ROAD FOR 11.6 MILES TO
 AJ1442'A STEEL BRIDGE SPANNING A DEEP WASH, CONTINUE W FOR 1.4 MILES
 AJ1442'TO A HIGHWAY CUT AND THE END OF TRUCK TRAVEL.  FROM HERE PACK N
 AJ1442'OVER SEVERAL SMALL HILLS ABOUT 300 YARDS TO THE HIGHEST GROUND
 AJ1442'AND THE STATION.
 AJ1442
 AJ1442                          STATION RECOVERY (1958)
 AJ1442
 AJ1442'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 AJ1442'A THOROUGH SEARCH WAS MADE FOR THIS STATION.  IT IS BELIEVED
 AJ1442'THAT THE STATION HAS BEEN DESTROYED.  LARGE PIECES OF CONCRETE
 AJ1442'WERE FOUND.  BY PIECING THE PIECES TOGETHER A FORM OF AN
 AJ1442'UNDER GROUND MARK TAKES SHAPE WITH A SMALL HOLE WHICH PROBABLY
 AJ1442'CONTAINED THE NAIL.
 AJ1442'
 AJ1442'UNABLE TO RECOVER THE REFERENCE MARK.
 AJ1442'
 AJ1442'THE INTERNATIONAL BOUNDARY COMMISSION HAS ESTABLISHED A MARK ON
 AJ1442'THE SAME HILL.  HOWEVER, THIS STATION IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0873 ***********************************************************************
 FM0873  DESIGNATION -  ISABELLE
 FM0873  PID         -  FM0873
 FM0873  STATE/COUNTY-  TX/OLDHAM
 FM0873  USGS QUAD   -  TORREY HOUSE (1971)
 FM0873
 FM0873                         *CURRENT SURVEY CONTROL
 FM0873  ___________________________________________________________________
 FM0873* NAD 83(1993)-  35 30 36.43900(N)    102 22 47.24090(W)     ADJUSTED  
 FM0873* NAVD 88     -      1044.     (meters)    3425.     (feet)  VERTCON   
 FM0873  ___________________________________________________________________
 FM0873  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 FM0873  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 FM0873
 FM0873  HORZ ORDER  -  SECOND
 FM0873
 FM0873.The horizontal coordinates were established by classical geodetic methods
 FM0873.and adjusted by the National Geodetic Survey in February 1996..
 FM0873
 FM0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0873
 FM0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0873
 FM0873.The geoid height was determined by GEOID03.
 FM0873
 FM0873;                    North         East     Units Scale Factor Converg.
 FM0873;SPC TX N     - 1,167,883.144   120,195.346   MT  0.99991217   -0 30 35.5
 FM0873;SPC TX N     - 3,831,629.95    394,340.90   sFT  0.99991217   -0 30 35.5
 FM0873;UTM  13      - 3,932,773.427   737,632.395   MT  1.00029594   +1 31 21.6
 FM0873
 FM0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0873!SPC TX N     -   0.99984008  x   0.99991217  =   0.99975227
 FM0873!UTM  13      -   0.99984008  x   1.00029594  =   1.00013597
 FM0873
 FM0873:                Primary Azimuth Mark                     Grid Az
 FM0873:SPC TX N     -  CHANNING SW PUB SER CO TANK              012 57 17.5
 FM0873:UTM  13      -  CHANNING SW PUB SER CO TANK              010 55 20.4
 FM0873
 FM0873|---------------------------------------------------------------------|
 FM0873| PID    Reference Object                     Distance      Geod. Az  |
 FM0873|                                                           dddmmss.s |
 FM0873| FM0869 CHANNING SW PUB SER CO TANK         APPROX.20.1 KM 0122642.0 |
 FM0873| CJ7552 ISABELLE RM 1                         9.275 METERS 13245     |
 FM0873| CJ7551 ISABELLE AZ MK                                     1513207.7 |
 FM0873| CJ7553 ISABELLE RM 2                        19.224 METERS 20409     |
 FM0873|---------------------------------------------------------------------|
 FM0873
 FM0873                          SUPERSEDED SURVEY CONTROL
 FM0873
 FM0873  NAD 83(1993)-  35 30 36.43974(N)    102 22 47.23756(W) AD(       ) 2
 FM0873  NAD 83(1986)-  35 30 36.44667(N)    102 22 47.23186(W) AD(       ) 2
 FM0873  NAD 27      -  35 30 36.29100(N)    102 22 45.51200(W) AD(       ) 2
 FM0873  NGVD 29 (07/19/86) 1044.     (m)         3425.     (f) VERT ANG       
 FM0873
 FM0873.Superseded values are not recommended for survey control.
 FM0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0873.See file dsdata.txt to determine how the superseded data were derived.
 FM0873
 FM0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV3763232773(NAD 83)
 FM0873_MARKER: DS = TRIANGULATION STATION DISK
 FM0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0873
 FM0873  HISTORY     - Date     Condition        Report By
 FM0873  HISTORY     - 1953     MONUMENTED       CGS
 FM0873
 FM0873                          STATION DESCRIPTION
 FM0873
 FM0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0873'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASSY HILL
 FM0873'THAT IS NORTHWEST AND ABOVE THE RANCH HOUSE AT CAMP ISABELLE.
 FM0873'IT IS ABOUT 6 MILES AIRLINE WEST OF TASCOSA, ABOUT 1-1/2
 FM0873'MILES AIRLINE SOUTH OF THE CANADIAN RIVER, ABOUT 7 MILES
 FM0873'AIRLINE WEST OF BOYS RANCH, AND ABOUT 12 MILES AIRLINE SOUTH
 FM0873'OF CHANNING.
 FM0873'
 FM0873'THE STATION IS A STANDARD DISK STAMPED ISABELLE 1953 AND
 FM0873'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FM0873'PROJECTS 4 INCHES.  IT IS 48 FEET NORTH OF THE SOUTH EDGE OF
 FM0873'THE BLUFF, AND 6 FEET NORTHWEST OF A WHITE WITNESS POST.
 FM0873'
 FM0873'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ISABELLE
 FM0873'NO 1 1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FM0873'MONUMENT THAT PROJECTS 5 INCHES.  IT IS 9 FEET NORTHWEST OF
 FM0873'THE SOUTHEAST EDGE OF THE BLUFF, 24 FEET SOUTHEAST OF A
 FM0873'WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FM0873'
 FM0873'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ISABELLE
 FM0873'NO 2 1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FM0873'MONUMENT THAT PROJECTS 5 INCHES.  IT IS 12 FEET NORTH OF
 FM0873'THE SOUTH EDGE OF THE BLUFF, AND ABOUT 1 FOOT LOWER THAN THE
 FM0873'STATION.
 FM0873'
 FM0873'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ISABELLE 1953
 FM0873'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 FM0873'PROJECTS 4 INCHES.  IT IS 31 FEET WEST OF THE CENTER LINE OF THE
 FM0873'TRACK ROAD, ABOUT 300 YARDS NORTH OF A WINDMILL AND TANK.
 FM0873'TO REACH THE MARK FROM THE RANCH HOUSE AT CAMP ISABELLE GO
 FM0873'SOUTHERLY ON THE TRACK ROAD FOR 1.25 MILES TO THE MARK ON THE
 FM0873'RIGHT.
 FM0873'
 FM0873'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FM0873'AND STATE HIGHWAY 51 IN VEGA GO NORTHERLY ON STATE HIGHWAY
 FM0873'51 FOR 10.8 MILES TO A GUN CLUB AND A CATTLE GUARD ON THE
 FM0873'LEFT.  TURN LEFT AND PASS OVER THE CATTLE GUARD AND TURN RIGHT
 FM0873'AND GO NORTH ALONG THE WEST SIDE OF THE FENCE FOR 0.5 MILE
 FM0873'TO A WIRE GATE ON THE RIGHT AND A TRACK ROAD TO THE LEFT.
 FM0873'TURN LEFT AND FOLLOW THE TRACK ROAD FOR 0.15 MILE TO A FENCE
 FM0873'CORNER.  TURN LEFT AND GO 0.1 MILE TO A GATE.  PASS THROUGH
 FM0873'THE GATE AND GO NORTH ON THE BLADED ROAD FOR 4.0 MILES TO
 FM0873'A GATE AND A WINDMILL.  PASS THROUGH THE GATE AND GO NORTH
 FM0873'AND NORTHWESTERLY FOR 1.2 MILES TO A FORK.  TAKE THE LEFT
 FM0873'FORK AND GO, NORTHWESTERLY, ON THE ROAD FOR 4.2 MILES TO A
 FM0873'FORK AT A WINDMILL AND TANK.  TAKE THE RIGHT FORK AND
 FM0873'PASS THROUGH THE GATE AND FOLLOW THE ROAD NORTHERLY FOR
 FM0873'1.4 MILES TO A RANCH HOUSE AND THE END OF TRUCK TRAVEL.
 FM0873'FROM THE HOUSE PACK NORTH UP THE STEEP SLOPE TO THE
 FM0873'TOP OF THE BENCH AND THE STATION.  THIS IS ABOUT A 1/4
 FM0873'HOUR PACK.  NOTE--THIS STATION MAY BE DRIVEN BY GOING 5.0
 FM0873'MILES WEST FROM THE RANCH HOUSE ON A TRACK ROAD TO A
 FM0873'WINDMILL AND THEN BACK EASTERLY ALONG THE TOP OF THE
 FM0873'BENCH TO THE SOUTHEAST END OF THE BENCH AND THE STATION.
 FM0873'
 FM0873'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1438 ***********************************************************************
 AE1438  DESIGNATION -  ISIDRO
 AE1438  PID         -  AE1438
 AE1438  STATE/COUNTY-  TX/STARR
 AE1438  USGS QUAD   -  SAN ISIDRO (1993)
 AE1438
 AE1438                         *CURRENT SURVEY CONTROL
 AE1438  ___________________________________________________________________
 AE1438* NAD 83(1993)-  26 43 05.90454(N)    098 28 13.96580(W)     ADJUSTED  
 AE1438* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 AE1438  ___________________________________________________________________
 AE1438  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AE1438  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AE1438
 AE1438  HORZ ORDER  -  FIRST
 AE1438
 AE1438.The horizontal coordinates were established by classical geodetic methods
 AE1438.and adjusted by the National Geodetic Survey in February 1996..
 AE1438
 AE1438.The orthometric height was scaled from a topographic map.
 AE1438
 AE1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1438
 AE1438.The geoid height was determined by GEOID03.
 AE1438
 AE1438;                    North         East     Units Scale Factor Converg.
 AE1438;SPC TX S     - 5,116,513.442   302,930.424   MT  0.99990689   +0 00 48.1
 AE1438;SPC TX S     -16,786,427.85    993,864.23   sFT  0.99990689   +0 00 48.1
 AE1438;UTM  14      - 2,955,345.149   552,660.578   MT  0.99963424   +0 14 17.0
 AE1438
 AE1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1438!SPC TX S     -   0.99998926  x   0.99990689  =   0.99989615
 AE1438!UTM  14      -   0.99998926  x   0.99963424  =   0.99962351
 AE1438
 AE1438|---------------------------------------------------------------------|
 AE1438| PID    Reference Object                     Distance      Geod. Az  |
 AE1438|                                                           dddmmss.s |
 AE1438| AE1437 ISIDRO RESET                          3.990 METERS 00247     |
 AE1438| CV3337 ISIDRO RM 1                          19.425 METERS 09245     |
 AE1438| CV3338 ISIDRO RM 2                          17.395 METERS 18325     |
 AE1438| AE0031 ISIDRO AZ MK                        APPROX. 0.9 KM 2711235.0 |
 AE1438|---------------------------------------------------------------------|
 AE1438
 AE1438                          SUPERSEDED SURVEY CONTROL
 AE1438
 AE1438  NAD 83(1986)-  26 43 05.91013(N)    098 28 13.93404(W) AD(       ) 1
 AE1438  NAD 27      -  26 43 04.71100(N)    098 28 12.87300(W) AD(       ) 1
 AE1438
 AE1438.Superseded values are not recommended for survey control.
 AE1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1438.See file dsdata.txt to determine how the superseded data were derived.
 AE1438
 AE1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5266155345(NAD 83)
 AE1438_MARKER: DS = TRIANGULATION STATION DISK
 AE1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1438
 AE1438  HISTORY     - Date     Condition        Report By
 AE1438  HISTORY     - 1935     MONUMENTED       CGS
 AE1438  HISTORY     - 1937     GOOD             TXHD
 AE1438  HISTORY     - 1942     MARK NOT FOUND   CGS
 AE1438  HISTORY     - 1950     SEE DESCRIPTION  CGS
 AE1438
 AE1438                          STATION DESCRIPTION
 AE1438
 AE1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1438'STATION IS LOCATED 1 MILE W OF SAN ISIDRO SCHOOL, 6-1/2 MILES WNW
 AE1438'OF LA REFORMA RANCH, AND 5 MILES SSW OF THE TRI-COUNTY CORNER OF
 AE1438'BROOKS, STARR, AND JIM HOGG COUNTIES.  MARK IS SET 30 FEET N OF
 AE1438'CENTER LINE OF E-W ROAD IN FENCE.
 AE1438'
 AE1438'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AE1438'BRONZE DISKS SET IN CONCRETE.
 AE1438'
 AE1438'REFERENCE MARK NO. 1 IS SET IN E-W FENCE LINE, 30 FEET N OF CENTER
 AE1438'LINE OF ROAD.
 AE1438'
 AE1438'REFERENCE MARK NO. 2 IS SET IN E-W FENCE LINE, 30 FEET S OF
 AE1438'CENTER LINE OF ROAD.
 AE1438'
 AE1438'AZIMUTH MARK IS 0.65 MILE W OF STATION, SET IN E-W FENCE LINE,
 AE1438'30 FEET S OF CENTER LINE OF ROAD.
 AE1438'
 AE1438'TO REACH STATION FROM RAILROAD STATION IN MONTE CHRISTO, GO
 AE1438'W ON GRAVEL ROAD 2.0 MILES AND TURN RIGHT ON A T-ROAD JUST AFTER
 AE1438'PASSING THROUGH AUTO GATE.  GO 4.2 MILES AND TURN LEFT, (W) AT
 AE1438'T-ROAD JUNCTION.  GO 1.4 MILES AND TURN RIGHT, (N) ON MAIN ROAD.
 AE1438'FOLLOW THIS ROAD N FOR 9.85 MILES AND KEEP LEFT AT A T-ROAD AND
 AE1438'AUTO GATE ON RIGHT.  GO 1.6 MILES TO SAM LANE SCHOOL ON LEFT
 AE1438'(A LARGE WHITE SCHOOLHOUSE), CONTINUE 2.25 MILES AND KEEP MAIN
 AE1438'ROAD LEFT AT HOUSE AND FILLING STATION IN PUERTO RICO.  GO 0.8
 AE1438'MILE AND CONTINUE STRAIGHT AHEAD AT 2 CABINS AND AUTO GATE.
 AE1438'GO 3.05 MILES TO GIN MILL AT LA REFORMA RANCH.  TAKE ROAD
 AE1438'LEADING SW FROM GIN MILL FOR 0.25 MILE AND TAKE RIGHT FORK.
 AE1438'FOLLOW MAIN-TRAVELED ROAD FOR 3.9 MILES AND TURN RIGHT
 AE1438'AT SMALL STORE AND BUILDINGS IN EL CENTRO.  GO 2.25 MILES AND
 AE1438'TURN LEFT, (W) AT T-ROAD JUNCTION.  GO 0.75 MILE AND KEEP
 AE1438'MAIN ROAD LEFT AT HUMBLE OIL FILLING STATION ON RIGHT.
 AE1438'CONTINUE W 1.55 MILES OR 1 MILE AFTER PASSING SCHOOL SAN
 AE1438'ISIDRO ON RIGHT, STATION ON N SIDE OF ROAD.
 AE1438'
 AE1438'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 AE1438
 AE1438                          STATION RECOVERY (1937)
 AE1438
 AE1438'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AE1438'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 AE1438'DESCRIPTION IS GOOD.
 AE1438
 AE1438                          STATION RECOVERY (1942)
 AE1438
 AE1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AE1438'THE STATION WAS NOT RECOVERED AS NO DESCRIPTIONS WERE AVAILABLE
 AE1438'TO FIELD PARTIES AT THE TIME OF RECOVERY.
 AE1438'
 AE1438'AZIMUTH MARK IS ABOUT 0.4 MILE SW OF NEW POST OFFICE
 AE1438'AT SANTA ELENA, ALONG AN EAST-WEST ROAD, 45.0 FEET W OF A
 AE1438'TELEPHONE POLE, 24.0 FEET S OF AND ABOUT THE SAME ELEVATION AS
 AE1438'THE CENTERLINE OF THE ROAD.  IT IS 2.5 FEET W OF A 4 X 4-INCH
 AE1438'WOODEN MARKER POST AND 1.0 FOOT N OF RIGHT-OF-WAY FENCE.
 AE1438'AZIMUTH MARK IS STAMPED AZI. ISIDRO 1935.  THE MONUMENT PROJECTS
 AE1438'0.3 FOOT.
 AE1438
 AE1438                          STATION RECOVERY (1950)
 AE1438
 AE1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AE1438'STATION, REFERENCE, AND AZIMUTH MARKS MOVED TO PREVENT
 AE1438'DESTRUCTION BY ROAD CONSTRUCTION.
 AE1438'
 AE1438'SEE ISIDRO 1935 RESET 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0032 ***********************************************************************
 AE0032  DESIGNATION -  ISIDRO AZ RESET
 AE0032  PID         -  AE0032
 AE0032  STATE/COUNTY-  TX/STARR
 AE0032  USGS QUAD   -  SAN ISIDRO (1993)
 AE0032
 AE0032                         *CURRENT SURVEY CONTROL
 AE0032  ___________________________________________________________________
 AE0032* NAD 83(1986)-  26 43 06.     (N)    098 28 41.     (W)     SCALED    
 AE0032* NAVD 88     -        94.21   (+/-2cm)     309.1    (feet)  VERTCON   
 AE0032  ___________________________________________________________________
 AE0032  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AE0032
 AE0032  VERT ORDER  -  THIRD (See Below)
 AE0032
 AE0032.The horizontal coordinates were scaled from a topographic map and have
 AE0032.an estimated accuracy of +/- 6 seconds.
 AE0032
 AE0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE0032.The vertical order pertains to the NGVD 29 superseded value.
 AE0032
 AE0032.The geoid height was determined by GEOID03.
 AE0032
 AE0032;                    North         East    Units  Estimated Accuracy
 AE0032;SPC TX S     - 5,116,520.      302,180.      MT  (+/- 180 meters Scaled)
 AE0032
 AE0032                          SUPERSEDED SURVEY CONTROL
 AE0032
 AE0032  NGVD 29 (01/29/03)   94.28   (m)          309.3    (f) RESET       3  
 AE0032
 AE0032.Superseded values are not recommended for survey control.
 AE0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0032.See file dsdata.txt to determine how the superseded data were derived.
 AE0032
 AE0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ519553(NAD 83)
 AE0032_MARKER: DR = REFERENCE MARK DISK
 AE0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0032_STAMPING: AZ MK ISIDRO 1935 RESET 1950
 AE0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0032+STABILITY: SURFACE MOTION
 AE0032
 AE0032  HISTORY     - Date     Condition        Report By
 AE0032  HISTORY     - 1950     MONUMENTED       CGS
 AE0032
 AE0032                          STATION DESCRIPTION
 AE0032
 AE0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AE0032'2.5 MI E FROM LA GLORIA.
 AE0032'TO REACH FROM THE INTERSECTION OF FARM ROADS 755 AND 1017 IN LA
 AE0032'GLORIA, GO E. 2.5 MILES TO A FENCE CORNER ON N. (LEFT) SIDE JUST PAST
 AE0032'BUILDINGS AND WINDMILL.  IT IS IN THE FENCE CORNER, 1 FT. E. OF N-S
 AE0032'FENCE, 1 FT. N. OF E-W FENCE ALONG HIGHWAY RIGHT OF WAY AND 1 FT. SW.
 AE0032'OF A WHITE WOODEN WITNESS POST.  PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1437 ***********************************************************************
 AE1437  DESIGNATION -  ISIDRO RESET
 AE1437  PID         -  AE1437
 AE1437  STATE/COUNTY-  TX/STARR
 AE1437  USGS QUAD   -  SAN ISIDRO (1993)
 AE1437
 AE1437                         *CURRENT SURVEY CONTROL
 AE1437  ___________________________________________________________________
 AE1437* NAD 83(1993)-  26 43 06.03401(N)    098 28 13.95877(W)     ADJUSTED  
 AE1437* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 AE1437  ___________________________________________________________________
 AE1437  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AE1437  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AE1437
 AE1437  HORZ ORDER  -  SECOND
 AE1437
 AE1437.The horizontal coordinates were established by classical geodetic methods
 AE1437.and adjusted by the National Geodetic Survey in February 1996..
 AE1437.No horizontal observational check was made to the station.
 AE1437
 AE1437.The orthometric height was scaled from a topographic map.
 AE1437
 AE1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1437
 AE1437.The geoid height was determined by GEOID03.
 AE1437
 AE1437;                    North         East     Units Scale Factor Converg.
 AE1437;SPC TX S     - 5,116,517.426   302,930.618   MT  0.99990689   +0 00 48.1
 AE1437;SPC TX S     -16,786,440.92    993,864.87   sFT  0.99990689   +0 00 48.1
 AE1437;UTM  14      - 2,955,349.133   552,660.756   MT  0.99963424   +0 14 17.0
 AE1437
 AE1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1437!SPC TX S     -   0.99998926  x   0.99990689  =   0.99989615
 AE1437!UTM  14      -   0.99998926  x   0.99963424  =   0.99962351
 AE1437
 AE1437|---------------------------------------------------------------------|
 AE1437| PID    Reference Object                     Distance      Geod. Az  |
 AE1437|                                                           dddmmss.s |
 AE1437| CV3340 ISIDRO RESET RM 1                    43.309 METERS 09200     |
 AE1437| CV3341 ISIDRO RESET RM 2                    25.250 METERS 18341     |
 AE1437| AE0031 ISIDRO AZ MK                        APPROX. 0.9 KM 2705752.5 |
 AE1437|---------------------------------------------------------------------|
 AE1437
 AE1437                          SUPERSEDED SURVEY CONTROL
 AE1437
 AE1437  NAD 83(1986)-  26 43 06.03960(N)    098 28 13.92702(W) AD(       ) 2
 AE1437  NAD 27      -  26 43 04.84000(N)    098 28 12.86600(W) AD(       ) 2
 AE1437
 AE1437.Superseded values are not recommended for survey control.
 AE1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1437.See file dsdata.txt to determine how the superseded data were derived.
 AE1437
 AE1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5266155349(NAD 83)
 AE1437_MARKER: DS = TRIANGULATION STATION DISK
 AE1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1437
 AE1437  HISTORY     - Date     Condition        Report By
 AE1437  HISTORY     - 1950     MONUMENTED       CGS
 AE1437
 AE1437                          STATION DESCRIPTION
 AE1437
 AE1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AE1437'STATION IS LOCATED 1.1 MILES W. OF SAN ISIDRO SCHOOL, 6.5 MILES
 AE1437'WNW. OF LA REFORMA RANCH, 5 MILES SSW. OF THE TRI-COUNTY CORNER
 AE1437'OF BROOKS, STARR, AND JIM HOGG COUNTIES, AND 3.1 MILES E. OF LA
 AE1437'GLORIA.  MARK IS 1.0 FT. N. OF FENCE ALONG N. SIDE OF ROAD, 2.0
 AE1437'FT. E. OF A WHITE WOODEN WITNESS POST.  IT IS STAMPED ISIDRO 1935
 AE1437'RESET 1950 AND PROJECTS 4 INCHES.
 AE1437'
 AE1437'REFERENCE MARK NO. 1 IS 1.0 FT. N. OF E-W FENCE ON N. SIDE OF
 AE1437'ROAD.  IT IS STAMPED ISIDRO NO 1 1935 AND PROJECTS 6 INCHES.
 AE1437'
 AE1437'REFERENCE MARK NO. 2 IS 1.0 FT. S. OF E-W FENCE ON S. SIDE OF ROAD
 AE1437'DIRECTLY OPPOSITE THE STATION.  IT IS STAMPED ISIDRO NO 2
 AE1437'1935 AND PROJECTS 10 INCHES.
 AE1437'
 AE1437'AZIMUTH MARK IS 0.6 MILE W. OF STATION, ON N. SIDE OF ROAD,
 AE1437'APPROXIMATELY 300 FT. E. OF GROUP OF BUILDINGS AND A WINDMILL
 AE1437'ON SAME SIDE OF ROAD, AT A FENCE CORNER.  1.0 FT. E. OF A N-S
 AE1437'FENCE, 1.0 FT. N. OF AN E-W FENCE ALONG RIGHT OF WAY AND 1.0 FT.
 AE1437'SW. OF A WHITE WOODEN WITNESS POST STENCILED US BM.  IT IS
 AE1437'STAMPED AZ MK ISIDRO 1935 RESET 1950, AND PROJECTS 4 INCHES.
 AE1437'
 AE1437'TO REACH THE STATION FROM LA GLORIA ON FARM ROAD 755, GO 2.5
 AE1437'MILES E. ALONG FARM ROAD 1017 FROM ITS INTERSECTION WITH FARM
 AE1437'ROAD 755, (PASS BUILDINGS AND WINDMILL ON N. (LEFT) AT 2.45 MILES)
 AE1437'TO FENCE CORNER AND AZIMUTH MARK ON N. (LEFT) PROCEED 0.6 MILE
 AE1437'FURTHER TO STATION ON N. (LEFT) ON HIGHEST POINT IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1287 ***********************************************************************
 AH1287  DESIGNATION -  ISLAND
 AH1287  PID         -  AH1287
 AH1287  STATE/COUNTY-  TX/NUECES
 AH1287  USGS QUAD   -  PITA ISLAND (1975)
 AH1287
 AH1287                         *CURRENT SURVEY CONTROL
 AH1287  ___________________________________________________________________
 AH1287* NAD 83(1993)-  27 36 09.38833(N)    097 17 07.64985(W)     ADJUSTED  
 AH1287* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1287  ___________________________________________________________________
 AH1287  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AH1287  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AH1287
 AH1287  HORZ ORDER  -  FIRST
 AH1287
 AH1287.The horizontal coordinates were established by classical geodetic methods
 AH1287.and adjusted by the National Geodetic Survey in February 1996..
 AH1287
 AH1287.The orthometric height was scaled from a topographic map.
 AH1287
 AH1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1287
 AH1287.The geoid height was determined by GEOID03.
 AH1287
 AH1287;                    North         East     Units Scale Factor Converg.
 AH1287;SPC TX S     - 5,215,066.976   419,892.099   MT  0.99994971   +0 33 05.1
 AH1287;SPC TX S     -17,109,765.57  1,377,595.99   sFT  0.99994971   +0 33 05.1
 AH1287;UTM  14      - 3,054,355.737   669,206.963   MT  0.99995342   +0 47 40.6
 AH1287
 AH1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1287!SPC TX S     -   1.00000393  x   0.99994971  =   0.99995364
 AH1287!UTM  14      -   1.00000393  x   0.99995342  =   0.99995735
 AH1287
 AH1287|---------------------------------------------------------------------|
 AH1287| PID    Reference Object                     Distance      Geod. Az  |
 AH1287|                                                           dddmmss.s |
 AH1287| CV3342 ISLAND RM 1                          17.020 METERS 08001     |
 AH1287| AH1213 HOLIDAY                             APPROX. 7.6 KM 0874329.3 |
 AH1287| AH1207 ON                                  APPROX. 7.2 KM 1351957.3 |
 AH1287| AH1211 TO                                  APPROX. 8.6 KM 1533948.5 |
 AH1287| AH1274 ENCINA SOLA WINDMILL                APPROX. 3.9 KM 2461530.2 |
 AH1287| CV3343 ISLAND RM 2                          89.825 METERS 31231     |
 AH1287| AH1295 DUG 1933                            APPROX. 2.6 KM 3410355.6 |
 AH1287|---------------------------------------------------------------------|
 AH1287
 AH1287                          SUPERSEDED SURVEY CONTROL
 AH1287
 AH1287  NAD 83(1986)-  27 36 09.39849(N)    097 17 07.62477(W) AD(       ) 1
 AH1287  NAD 27      -  27 36 08.25900(N)    097 17 06.66200(W) AD(       ) 1
 AH1287
 AH1287.Superseded values are not recommended for survey control.
 AH1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1287.See file dsdata.txt to determine how the superseded data were derived.
 AH1287
 AH1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR6920754356(NAD 83)
 AH1287_MARKER: DS = TRIANGULATION STATION DISK
 AH1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1287_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1287_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1287
 AH1287  HISTORY     - Date     Condition        Report By
 AH1287  HISTORY     - 1912     MONUMENTED       CGS
 AH1287  HISTORY     - 1933     GOOD             CGS
 AH1287  HISTORY     - 1939     GOOD             CGS
 AH1287  HISTORY     - 1949     GOOD             CGS
 AH1287  HISTORY     - 1969     GOOD             CGS
 AH1287  HISTORY     - 1979     GOOD             NGS
 AH1287  HISTORY     - 1980     GOOD             NGS
 AH1287  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1287
 AH1287                          STATION DESCRIPTION
 AH1287
 AH1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (PMT)
 AH1287'ON PEAT ISLAND, ABOUT 4 MILES S OF FLOUR BLUFF, ON A LONG
 AH1287'RIDGE ABOUT 1 FOOT ABOVE THE GENERAL LEVEL, AND BETWEEN THE
 AH1287'SECOND AND THIRD CLUMPS OF CACTUS FROM THE E END OF THE
 AH1287'ISLAND.  THE STATION IS 75 METERS FROM THE SHORE TO THE E,
 AH1287'105 METERS FROM THE SHORE TO THE N, AND 35 METERS NW OF A
 AH1287'POND.
 AH1287'
 AH1287'STATION WAS MARKED, WITH THE EXCEPTION
 AH1287'THAT THERE IS NO REFERENCE MARK.
 AH1287'
 AH1287'LEADING FROM THE STATION TO THE N, S, E, AND W, RESPECTIVELY,
 AH1287'ARE TRENCHES ABOUT 10 FEET LONG, 1-1/2 FEET DEEP, AND 2 FEET
 AH1287'WIDE.
 AH1287
 AH1287                          STATION RECOVERY (1933)
 AH1287
 AH1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1287'ON THE SE END OF PITA ISLAND, IN LAGUNA MADRE, APPROXIMATELY
 AH1287'6 MILES S OF FLOUR BLUFF POINT.  STATION IS ON A LARGE RIDGE
 AH1287'ABOUT 1 FOOT ABOVE THE GENERAL GROUND LEVEL, 60 METERS FROM
 AH1287'THE SHORE TO THE E, 47 METERS FROM THE SHORE TO THE S, AND
 AH1287'35 METERS E BY NE OF A POND.
 AH1287'
 AH1287'REFERENCE MARKS WERE ESTABLISHED.  THEY ARE BRONZE REFERENCE
 AH1287'DISKS SET IN CONCRETE.
 AH1287'
 AH1287'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--
 AH1287'WHITE SHACK OWNED BY W.W. DAVIDSON ON W SHORE OF LAGUNA MADRE
 AH1287'(APPROX. 0.75 MILE DISTANT), 303 DEG.  SE POINT OF PITA ISLAND
 AH1287'(50 METERS DISTANT), 81 DEG.
 AH1287'
 AH1287'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 AH1287
 AH1287                          STATION RECOVERY (1939)
 AH1287
 AH1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 AH1287'STATION IS LOCATED ABOUT 14.5 MILES SE OF CORPUS CHRISTI,
 AH1287'ABOUT 6.5 MILES SW OF FLOUR BLUFF POINT, NEAR THE N END
 AH1287'AND W SIDE OF LAGUNA MADRE.  IT IS NEAR THE NE END OF PITA
 AH1287'ISLAND, ON THE TOP OF A LOW RIDGE RUNNING IN AN E AND W
 AH1287'DIRECTION, ABOUT 280 FEET S OF THE S CORNER OF A SMALL CONCRETE
 AH1287'FISH HOUSE ON THE N SHORE OF THE ISLAND, AND ABOUT 160 FEET
 AH1287'W OF THE E SHORELINE.
 AH1287'
 AH1287'STATION MARK IS STAMPED ISLAND 1912 1933.
 AH1287'
 AH1287'REFERENCE MARKS ARE STAMPED 1 1912 1933 AND 2 1912 1933,
 AH1287'RESPECTIVELY.
 AH1287'
 AH1287'STATION DUG 1933 WAS USED AS AN AZIMUTH MARK.  IT IS ABOUT 5
 AH1287'MILES S OF FLOUR BLUFF POINT, ABOUT 1-1/2 MILES S OF STORE
 AH1287'OWNED BY W.E. JOHNSON, AND 80 METERS BACK OF BLUFF MARKING
 AH1287'W SHORE OF LAGUNA MADRE.
 AH1287'
 AH1287'A TRUCK MAY BE DRIVEN TO A POINT ON THE MAINLAND OPPOSITE
 AH1287'PITA ISLAND AND THE STATION REACHED FROM THERE EITHER BY
 AH1287'FOOT OR SHALLOW-DRAFT BOAT.
 AH1287
 AH1287                          STATION RECOVERY (1949)
 AH1287
 AH1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1287'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AH1287'THE 1939 RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING CHANGES--
 AH1287'
 AH1287'1.  THE STATION IS NOW 115 FEET WEST OF THE EAST SHORELINE.
 AH1287'
 AH1287'2.  THE CONCRETE FISH HOUSE REFERRED TO HAS BEEN DESTROYED.
 AH1287'
 AH1287'THE STATION IS MARKED BY A SURFACE AND A
 AH1287'SUB-SURFACE MARK.  THE SUBSURFACE MARK IS A STANDARD DISK
 AH1287'STATION MARK SET IN A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER
 AH1287'AND 2 FEET DEEP.  THE TOP OF THIS MARK IS ABOUT 2-1/2 FEET
 AH1287'BELOW THE GENERAL SURFACE OF THE GROUND.  THE SURFACE MARK
 AH1287'IS A STANDARD DISK STATION MARK SET IN A CYLINDER OF CONCRETE
 AH1287'20 INCHES IN DIAMETER AND 2 FEET DEEP, FLUSH WITH THE GENERAL
 AH1287'SURFACE OF THE GROUND.  A STANDARD DISK REFERENCE MARK IS
 AH1287'SET IN A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER AND 2 FEET
 AH1287'DEEP, SO THAT THE TOP IS LEVEL WITH THE GENERAL SURFACE OF
 AH1287'THE GROUND.
 AH1287
 AH1287                          STATION RECOVERY (1969)
 AH1287
 AH1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1287'THE STATION WAS VISITED AND THE STATION MARK WAS RECOVERED
 AH1287'IN GOOD CONDITION.  THE REFERENCE MARKS WERE NOT SEARCHED
 AH1287'FOR.  THE AZIMUTH MARK (TRIANGULATION STATION DUG 1933)
 AH1287'COULD NOT BE FOUND.  THE CONCRETE BUILDING ON THE NORTH SHORE
 AH1287'OF THE ISLAND IS GONE AND THE SHORELINE HAS CHANGED.  AN
 AH1287'ATTEMPT WAS MADE TO WALK TO THE STATION FROM A POINT ON THE
 AH1287'MAINLAND DUE WEST OF THE ISLAND BUT WATER 4 FEET DEEP WAS
 AH1287'FOUND IN THE CHANNEL AND THE ATTEMPT WAS ABANDON.  THE
 AH1287'FOLLOWING WILL AID IN RECOVERY OF THE STATION--
 AH1287'
 AH1287'THE STATION IS LOCATED ON THE NORTHEAST EDGE OF PITA ISLAND
 AH1287'IN LAGUNA MADRE, AT THE SOUTHEAST EDGE OF CORPUS CHRISTI,
 AH1287'6-1/3 MILES SOUTH OF THE CORPUS CHRISTI NAVAL AIR STATION,
 AH1287'4-1/4 MILES SOUTH-SOUTHWEST OF THE WESTERLY END OF THE PADRE
 AH1287'ISLAND CAUSEWAY AND 1 MILE SOUTHEAST OF THE END OF LAGUNA
 AH1287'SHORES DRIVE AT REDS PLACE, STORE AND DOCK.
 AH1287'
 AH1287'TO REACH THE STATION FROM THE ARCH OVER SOUTH PADRE ISLAND
 AH1287'DRIVE AT THE WESTERLY END OF THE CAUSEWAY, GO NORTH-NORTHWEST
 AH1287'ON SOUTH PADRE ISLAND DRIVE (STATE HIGHWAY 358) FOR 0.55
 AH1287'MILE TO CROSS STREETS, TURN LEFT AND GO SOUTHERLY ON WALDRON
 AH1287'ROAD FOR 3.55 MILES TO CROSS STREETS, TURN LEFT AND GO
 AH1287'EAST-SOUTHEAST ON YORKTOWN BLVD. FOR 0.85 MILE TO A T-JUNCTION,
 AH1287'TURN RIGHT AND GO SOUTHERLY ON LAGUNA SHORES DRIVE FOR 0.55
 AH1287'MILE TO THE END OF THIS STREET AT SHORE OF LAGUNA MADRE
 AH1287'AND SIDE ROAD LEFT AND STORE AND DOCK ON THE LEFT (REDS
 AH1287'PLACE).  CONTACT MR. E.B. (RED) TYLER, 4242 LAGUNA SHORES DR.,
 AH1287'OWNER OF DOCK AND STORE WHO HAS BOAT AND KNOWS LOCATION OF
 AH1287'THE STATION.  MR. TYLER TOOK THIS PARTY TO THE ISLAND.
 AH1287'
 AH1287'THE STATION MARK, A STANDARD DISK STAMPED ISLAND 1912 1933
 AH1287'SET IN THE TOP OF A ROUND CONCRETE POST 15 INCHES IN DIAMETER
 AH1287'THAT PROJECTS 2 INCHES ABOVE THE GROUND, IS 65 FEET SOUTHWEST
 AH1287'OF THE NORTHEAST MOST SHORE OF THE ISLAND, 30 FEET NORTH OF THE
 AH1287'HIGH WATER MARK OF AN INTERMITTENT POND AND 2 FEET SOUTHEAST
 AH1287'OF A METAL WITNESS POST AND SIGN.
 AH1287'
 AH1287'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHEAST EDGE
 AH1287'OF CORPUS CHRISTI
 AH1287
 AH1287                          STATION RECOVERY (1979)
 AH1287
 AH1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1287'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 AH1287'CONDITION, THE STATION MARK IS FLUSH WITH THE SURFACE OF THE ISLAND,
 AH1287'IS STAMPED ISLAND 1912 1939.  REFERENCE MARK 1 PROJECTS ABOUT 18
 AH1287'INCHES AND IN AT THE EDGE OF THE WATER, REFERENCE MARK 2 IS FLUSH
 AH1287'WITH THE MUD FLAT, THE 1939 AND 1949 RECOVERY NOTES ARE ADEQUATE.
 AH1287'
 AH1287'STATION WAS REACHED BY BOAT FROM 4242 LAGUNA SHORES DRIVE, BOATS
 AH1287'CAN BE RENTED AT THIS LOCATION.  STATION IS LOCATED ON PEAT ISLAND,
 AH1287'ALONG THE NORTHEAST SIDE OF ISLAND, NORTHEAST OF THE HIGHEST PART
 AH1287'OF ISLAND.
 AH1287'
 AH1287'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES SSE OF
 AH1287'CORPUS CHRISTI.
 AH1287
 AH1287                          STATION RECOVERY (1980)
 AH1287
 AH1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AH1287'THE STATION WAS RECOVERED IN GOOD CONDITION. A BRIEF SEARCH WAS
 AH1287'MADE FOR REFERENCE MARKS 1 AND 2, BUT THEY WERE NOT RECOVERED AT
 AH1287'THIS TIME.  A DRILL RIG IS WORKING ON THE ISLAND AND
 AH1287'CONSTRUCTION EQUIPMENT HAS CHANGED THE LOCAL TERRAIN. AFTER THE
 AH1287'EQUIPMENT LEAVES, A MORE THOROUGH SEARCH MAY LOCATE THE MARKS.
 AH1287'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 AH1287'
 AH1287'THE STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHEAST OF CORPUS
 AH1287'CHRISTI, 6-1/2 MILES SOUTH OF FLOUR BLUFF POINT AND ON THE
 AH1287'NORTHEAST END OF PITA ISLAND. THE ISLAND IS LEASED BY THE EXXON
 AH1287'CORPERATION. PHONE-512-937-1603.
 AH1287'
 AH1287'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 358 AND
 AH1287'PARK ROAD 22 SOUTH OF CORPUS CHRISTI U. S. NAVAL AIR STATION, GO
 AH1287'EASTERLY ON PARK ROAD 22 FOR 0.3 MILE AND THE JUNCTION OF
 AH1287'WALDRON ROAD. TURN RIGHT AND GO SOUTHERLY ON WALDRON ROAD FOR
 AH1287'3.55 MILES TO A CROSS ROAD. TURN LEFT AND GO EASTERLY ON YORKTOWN
 AH1287'BOULEVARD FOR 0.85 MILE TO A T-JUNCTION. TURN RIGHT AND GO
 AH1287'SOUTHERLY ON LAGUNA SHORES DRIVE FOR 0.55 MILE AND THE END OF THE
 AH1287'ROAD AND A SIDE ROAD ON THE LEFT. TURN LEFT AND GO 0.05 MILE TO
 AH1287'THE END OF THE ROAD AT A MARINA AND STORE. A BOAT WILL BE NEEDED
 AH1287'FROM THIS POINT. A BOAT CAN BE RENTED AT THE MARINA. GO EASTERLY
 AH1287'BY BOAT, FOLLOWING THE MARKED CHANNEL, FOR ABOUT 1 MILE TO THE
 AH1287'NORTHEAST END OF THE ISLAND AND THE STATION AS DESCRIBED.
 AH1287'
 AH1287'THE STATION IS A STANDARD CGS DISK
 AH1287'STAMPED---ISLAND 1912 1933---,
 AH1287'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 55 CM IN DIAMETER
 AH1287'FLUSH WITH GROUND.  IT IS LOCATED
 AH1287'36 FEET SOUTH FROM THE CENTER OF A DIRT LOADING RAMP AND
 AH1287'44 FEET WEST FROM THE HIGH TIDE MARK.  THE UNDERGROUND MARK
 AH1287'ACCORDING TO THE 1912 DESCRIPTION IS A STANDARD CGS DISK
 AH1287'NO STAMPING WAS MENTIONED IN THE OLD DATA.  ACCORDING TO THE
 AH1287'OLD DATA, IT WAS SET INTO AN 8 INCH DIAMETER CYLINDER OF
 AH1287'CONCRETE, 2 FEET LONG AND 2-1/2 FEET BELOW THE GROUND.
 AH1287'
 AH1287'THE REFERENCE MARKS WERE NOT RECOVERED AT THIS TIME.
 AH1287'
 AH1287'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 5.0 METERS.
 AH1287
 AH1287                          STATION RECOVERY (2001)
 AH1287
 AH1287'RECOVERY NOTE BY US POWER SQUADRON 2001 (WSH)
 AH1287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3069 ***********************************************************************
 CS3069  DESIGNATION -  ISLAND
 CS3069  PID         -  CS3069
 CS3069  STATE/COUNTY-  TX/HILL
 CS3069  USGS QUAD   -  ITASCA (1965)
 CS3069
 CS3069                         *CURRENT SURVEY CONTROL
 CS3069  ___________________________________________________________________
 CS3069* NAD 83(1993)-  32 11 42.88049(N)    097 10 01.77535(W)     ADJUSTED  
 CS3069* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 CS3069  ___________________________________________________________________
 CS3069  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 CS3069  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 CS3069
 CS3069  HORZ ORDER  -  SECOND
 CS3069
 CS3069.The horizontal coordinates were established by classical geodetic methods
 CS3069.and adjusted by the National Geodetic Survey in February 1996..
 CS3069
 CS3069.The orthometric height was scaled from a topographic map.
 CS3069
 CS3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3069
 CS3069.The geoid height was determined by GEOID03.
 CS3069
 CS3069;                    North         East     Units Scale Factor Converg.
 CS3069;SPC TXNC     - 2,059,412.751   725,671.186   MT  0.99998343   +0 43 36.9
 CS3069;SPC TXNC     - 6,756,590.00  2,380,806.22   sFT  0.99998343   +0 43 36.9
 CS3069;UTM  14      - 3,563,550.039   672,766.524   MT  0.99996810   +0 58 36.4
 CS3069
 CS3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3069!SPC TXNC     -   0.99997098  x   0.99998343  =   0.99995441
 CS3069!UTM  14      -   0.99997098  x   0.99996810  =   0.99993908
 CS3069
 CS3069:                Primary Azimuth Mark                     Grid Az
 CS3069:SPC TXNC     -  ITASCA COTTON MFG CO TANK                152 17 20.8
 CS3069:UTM  14      -  ITASCA COTTON MFG CO TANK                152 02 21.3
 CS3069
 CS3069|---------------------------------------------------------------------|
 CS3069| PID    Reference Object                     Distance      Geod. Az  |
 CS3069|                                                           dddmmss.s |
 CS3069| CS3067 ITASCA COTTON MFG CO TANK           APPROX. 5.8 KM 1530057.7 |
 CS3069| CS3071 ITASCA MUNICIPAL STANDPIPE          APPROX. 4.2 KM 1571200.8 |
 CS3069| CY1306 ISLAND AZ MK                                       1600608.5 |
 CS3069| CY1307 ISLAND RM 1                          51.142 METERS 20237     |
 CS3069| CY1308 ISLAND RM 2                          56.513 METERS 32254     |
 CS3069| CS3048 GRANDVIEW MUNICIPAL STANDPIPE       APPROX. 8.6 KM 3513751.2 |
 CS3069|---------------------------------------------------------------------|
 CS3069
 CS3069                          SUPERSEDED SURVEY CONTROL
 CS3069
 CS3069  NAD 83(1986)-  32 11 42.88720(N)    097 10 01.75547(W) AD(       ) 2
 CS3069  NAD 27      -  32 11 42.35200(N)    097 10 00.72300(W) AD(       ) 2
 CS3069
 CS3069.Superseded values are not recommended for survey control.
 CS3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3069.See file dsdata.txt to determine how the superseded data were derived.
 CS3069
 CS3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7276763550(NAD 83)
 CS3069_MARKER: DS = TRIANGULATION STATION DISK
 CS3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3069
 CS3069  HISTORY     - Date     Condition        Report By
 CS3069  HISTORY     - 1948     MONUMENTED       CGS
 CS3069  HISTORY     - 1966     MARK NOT FOUND   USGS
 CS3069  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CS3069
 CS3069                          STATION DESCRIPTION
 CS3069
 CS3069'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS3069'LOCATED ABOUT 2-1/2 MILES NORTH-NORTHWEST OF ITASCA, 5 MILES
 CS3069'SOUTH OF GRANDVIEW AND ON THE EAST SIDE OF U.S. HIGHWAY 81.
 CS3069'IN THE NORTHEAST CORNER OF THE INTERSECTION OF THE U.S. HIGHWAY
 CS3069'AND FARM HIGHWAY 291.  IT IS 50 FEET NORTHEAST OF THE END
 CS3069'WALL OF A CONCRETE CULVERT AND 30 FEET NORTHWEST OF A POWERLINE
 CS3069'POLE.  THE MARK IS ABOUT 16 INCHES BELOW THE SURFACE AND THE
 CS3069'DISC IS STAMPED ISLAND 1948.
 CS3069'
 CS3069'REFERENCE MARK NO. 1 IS 167.79 FEET WEST-SOUTHWEST OF THE
 CS3069'STATION, 45 FEET SOUTH OF THE CENTERLINE OF FARM HIGHWAY
 CS3069'167, 38 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS
 CS3069'AND 3 FEET NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS
 CS3069'4 INCHES AND THE DISK IS STAMPED ISLAND NO 1 1948.
 CS3069'
 CS3069'REFERENCE MARK NO. 2 IS 185.41 FEET NORTHWEST OF THE STATION,
 CS3069'29 FEET EAST OF THE PRESENT CENTERLINE OF THE U.S. HIGHWAY
 CS3069'AND 7 FEET SOUTHEAST OF A HIGHWAY SIGN.  THE MARK PROJECTS
 CS3069'3 INCHES AND THE DISK IS STAMPED ISLAND NO 2 1948.
 CS3069'
 CS3069'AZIMUTH MARK IS ABOUT 0.45 MILE SOUTH-SOUTHEAST OF THE STATION,
 CS3069'ON THE RIGHT-OF-WAY BETWEEN U.S. HIGHWAY 81 AND A RAILROAD
 CS3069'TRACKS.  48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 CS3069'33 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.  6
 CS3069'FEET EAST OF A TELEPHONE POLE AND 3.5 FEET NORTH-NORTHEAST
 CS3069'OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 CS3069'THE DISC IS STAMPED ISLAND 1948.
 CS3069'
 CS3069'THE STATION WAS REACHED FROM THE U.S. HIGHWAY 81 RAILROAD
 CS3069'CROSSING IN ITASCA BY GOING EAST AND NORTHERLY ON U.S. HIGHWAY
 CS3069'81 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED
 CS3069'ABOVE.  THENCE CONTINUE NORTHERLY ON THE HIGHWAY FOR 0.45
 CS3069'MILE TO THE INTERSECTION OF FARM HIGHWAY 291 AND THE STATION
 CS3069'SITE AS DESCRIBED ABOVE.
 CS3069'
 CS3069'A 90 FT. SIGNAL AT GRANDVIEW VISIBLE AT 20 FT.
 CS3069'
 CS3069'A 77 FT. SIGNAL AT FILES VISIBLE AT GROUND.
 CS3069'
 CS3069'A 90 FT. SIGNAL AT ITASCA VISIBLE FROM THE GROUND.
 CS3069'
 CS3069'A 64 FT. SIGNAL AT BOISDARC VISIBLE AT 25 FEET.
 CS3069'
 CS3069'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS3069
 CS3069                          STATION RECOVERY (1966)
 CS3069
 CS3069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CS3069'STATION IS ABOUT 2 FEET BELOW THE SURFACE IN A CULTIVATED
 CS3069'FIELD AND WAS NOT SEARCHED FOR.
 CS3069'
 CS3069'R.M. 1 WAS FOUND IN GOOD CONDITION.  R.M. 2 COULD BE FOUND.
 CS3069'
 CS3069'AZIMUTH MARK FOUND IN GOOD CONDITION.
 CS3069'
 CS3069'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2
 CS3069'MILES NW OF ITASCA
 CS3069
 CS3069                          STATION RECOVERY (1999)
 CS3069
 CS3069'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6157 ***********************************************************************
 AW6157  DESIGNATION -  ISLE 1930
 AW6157  PID         -  AW6157
 AW6157  STATE/COUNTY-  TX/HARRIS
 AW6157  USGS QUAD   -  MORGANS POINT (1993)
 AW6157
 AW6157                         *CURRENT SURVEY CONTROL
 AW6157  ___________________________________________________________________
 AW6157* NAD 83(1993)-  29 38 50.70058(N)    094 57 57.55525(W)     ADJUSTED  
 AW6157* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6157  ___________________________________________________________________
 AW6157  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW6157  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW6157
 AW6157  HORZ ORDER  -  THIRD
 AW6157
 AW6157.The horizontal coordinates were established by classical geodetic methods
 AW6157.and adjusted by the National Geodetic Survey in February 1996..
 AW6157
 AW6157.The orthometric height was scaled from a topographic map.
 AW6157
 AW6157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6157
 AW6157.The geoid height was determined by GEOID03.
 AW6157
 AW6157;                    North         East     Units Scale Factor Converg.
 AW6157;SPC TXSC     - 4,207,784.178   990,470.323   MT  0.99987806   +1 58 34.7
 AW6157;SPC TXSC     -13,805,038.59  3,249,568.05   sFT  0.99987806   +1 58 34.7
 AW6157;UTM  15      - 3,281,332.743   309,699.147   MT  1.00004685   -0 58 22.0
 AW6157
 AW6157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6157!SPC TXSC     -   1.00000410  x   0.99987806  =   0.99988216
 AW6157!UTM  15      -   1.00000410  x   1.00004685  =   1.00005095
 AW6157
 AW6157                          SUPERSEDED SURVEY CONTROL
 AW6157
 AW6157  NAD 83(1986)-  29 38 50.71706(N)    094 57 57.53619(W) AD(       ) 3
 AW6157  NAD 27      -  29 38 49.89056(N)    094 57 56.80505(W) AD(       ) 3
 AW6157
 AW6157.Superseded values are not recommended for survey control.
 AW6157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6157.See file dsdata.txt to determine how the superseded data were derived.
 AW6157
 AW6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0969981333(NAD 83)
 AW6157_MARKER: X = CHISELED CROSS
 AW6157_SETTING: 0 = UNSPECIFIED SETTING
 AW6157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6157
 AW6157  HISTORY     - Date     Condition        Report By
 AW6157  HISTORY     - 1930     MONUMENTED       CGS
 AW6157  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6157  HISTORY     - 19960630 MARK NOT FOUND   USPSQD
 AW6157
 AW6157                          STATION DESCRIPTION
 AW6157
 AW6157'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6157'LOCATED ON A SMALL ISLAND TO THE E OF THE SHIP CHANNEL IN UPPER
 AW6157'GALVESTON BAY, S OF NARROW SAND POINT EXTENDING SEAWARD FROM
 AW6157'THE SW CORNER OF ATKINSON ISLAND, AND ABOUT 2,000 FEET SE OF
 AW6157'BEACON 26.  STATION IS ON THE FIRST OF A SERIES OF 3 DREDGE DUMPS
 AW6157'ABOUT 13 FEET IN ELEVATION TO THE SE OF BEACONS 27 AND 26.  IT
 AW6157'IS 9 METERS FROM A BLUFF BANK AND THE SHORELINE TO THE W.
 AW6157'
 AW6157'STATION IS MARKED BY A CROSS IN THE END OF A 1/2-INCH BRASS ROD
 AW6157'SET IN THE END OF A 4-INCH-SQUARE POST PROJECTING 3 INCHES
 AW6157'ABOVE THE GROUND.
 AW6157'
 AW6157'THE REFERENCE MARKS ARE SIMILAR TO THE STATION MARKER, EXCEPT
 AW6157'THE END OF THE BRASS RODS ARE NOT MARKED BY A CROSS, AND THEY
 AW6157'HAVE REFERENCE NUMBERS STAMPED ON THE TOPS OF THE RODS.
 AW6157'
 AW6157'REFERENCE MARK 1 IS 16.28 METERS FROM THE STATION
 AW6157'N 38 DEG 30 MIN E.  REFERENCE MARK 2 IS 20.14 METERS FROM THE
 AW6157'STATION N 36 DEG W.  AND U.S.E. BASE LINE NO. 138+00 IS
 AW6157'2.49 METERS FROM THE STATION N 53 DEG 30 MIN E.
 AW6157
 AW6157                          STATION RECOVERY (1952)
 AW6157
 AW6157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6157'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  A THOROUGH SEARCH
 AW6157'WAS MADE BUT THE STATION COULD NOT BE FOUND.  SPOIL FROM THE
 AW6157'HOUSTON SHIP CHANNEL WAS PUMPED IN BETWEEN THE SMALL ISLANDS
 AW6157'MENTIONED IN THE 1930 DESCRIPTION AND IT IS NOW ALL ONE ISLAND
 AW6157'KNOWN AS ATKINSON ISLAND.
 AW6157'
 AW6157'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
 AW6157
 AW6157                          STATION RECOVERY (1996)
 AW6157
 AW6157'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW6157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1128 ***********************************************************************
 AH1128  DESIGNATION -  ISLE 1934
 AH1128  PID         -  AH1128
 AH1128  STATE/COUNTY-  TX/ARANSAS
 AH1128  USGS QUAD   -  ESTES (1975)
 AH1128
 AH1128                         *CURRENT SURVEY CONTROL
 AH1128  ___________________________________________________________________
 AH1128* NAD 83(1993)-  27 52 59.21450(N)    097 01 46.49579(W)     ADJUSTED  
 AH1128* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1128  ___________________________________________________________________
 AH1128  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AH1128  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH1128
 AH1128  HORZ ORDER  -  SECOND
 AH1128
 AH1128.The horizontal coordinates were established by classical geodetic methods
 AH1128.and adjusted by the National Geodetic Survey in February 1996..
 AH1128
 AH1128.The orthometric height was scaled from a topographic map.
 AH1128
 AH1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1128
 AH1128.The geoid height was determined by GEOID03.
 AH1128
 AH1128;                    North         East     Units Scale Factor Converg.
 AH1128;SPC TXSC     - 4,007,152.466   794,048.666   MT  1.00018111   +0 57 55.2
 AH1128;SPC TXSC     -13,146,799.38  2,605,141.33   sFT  1.00018111   +0 57 55.2
 AH1128;SPC TX S     - 5,246,417.418   444,787.411   MT  1.00001298   +0 40 03.3
 AH1128;SPC TX S     -17,212,621.15  1,459,273.36   sFT  1.00001298   +0 40 03.3
 AH1128;UTM  14      - 3,085,814.755   693,966.762   MT  1.00006440   +0 55 18.5
 AH1128
 AH1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1128!SPC TXSC     -   1.00000402  x   1.00018111  =   1.00018513
 AH1128!SPC TX S     -   1.00000402  x   1.00001298  =   1.00001700
 AH1128!UTM  14      -   1.00000402  x   1.00006440  =   1.00006842
 AH1128
 AH1128:                Primary Azimuth Mark                     Grid Az
 AH1128:SPC TXSC     -  ARANSAS PASS SPUR BCN 4                  190 33 20.7
 AH1128:SPC TX S     -  ARANSAS PASS SPUR BCN 4                  190 51 12.6
 AH1128:UTM  14      -  ARANSAS PASS SPUR BCN 4                  190 35 57.4
 AH1128
 AH1128|---------------------------------------------------------------------|
 AH1128| PID    Reference Object                     Distance      Geod. Az  |
 AH1128|                                                           dddmmss.s |
 AH1128| AH1166 ARANSAS PASS SPUR BCN 4             APPROX. 5.2 KM 1913115.9 |
 AH1128| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX. 3.4 KM 2313003.7 |
 AH1128| AH1201 ARANSAS PASS NEW MUN TK             APPROX.12.2 KM 2833526.7 |
 AH1128|---------------------------------------------------------------------|
 AH1128
 AH1128                          SUPERSEDED SURVEY CONTROL
 AH1128
 AH1128  NAD 83(1986)-  27 52 59.21919(N)    097 01 46.47318(W) AD(       ) 2
 AH1128  NAD 27      -  27 52 58.12000(N)    097 01 45.51000(W) AD(       ) 2
 AH1128
 AH1128.Superseded values are not recommended for survey control.
 AH1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1128.See file dsdata.txt to determine how the superseded data were derived.
 AH1128
 AH1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9396785815(NAD 83)
 AH1128_MARKER: DS = TRIANGULATION STATION DISK
 AH1128_SETTING: 0 = UNSPECIFIED SETTING
 AH1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1128
 AH1128  HISTORY     - Date     Condition        Report By
 AH1128  HISTORY     - 1934     MONUMENTED       CGS
 AH1128  HISTORY     - 1948     MARK NOT FOUND   CGS
 AH1128  HISTORY     - 1949     MARK NOT FOUND   CGS
 AH1128  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1128
 AH1128                          STATION DESCRIPTION
 AH1128
 AH1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1128'STATION IS LOCATED ABOUT 3 MILES NNE OF PORT ARANSAS, ON
 AH1128'ST. JOSEPH ISLAND.  IT IS 23 FEET NW OF OLD ROCK JETTY WHICH
 AH1128'RUNS LENGTHWISE DOWN THE ISLAND, ABOUT 1/4 MILE NW FROM
 AH1128'GULF SHORE, AND 300 METERS NE OF POINT WHERE DIKE TURNS
 AH1128'FROM SW TO SSW.
 AH1128'
 AH1128'SURFACE MARK IS A BRONZE DISK SET IN CONCRETE.
 AH1128'
 AH1128'AN IRON PIPE, 1/2 INCH IN DIAMETER, DRIVEN 4 FEET INTO THE
 AH1128'GROUND AND PROJECTING 2 FEET ABOVE THE GROUND, IS USED
 AH1128'FOR A REFERENCE MARK.  THIS MARK IS 8.60 METERS S OF THE
 AH1128'STATION.
 AH1128'
 AH1128'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE
 AH1128'STATION--ARANSAS PASS, WATER TANK, 270 DEG.  CORPUS CHRISTI
 AH1128'CHANNEL BEACON 2, 250 DEG.  CORPUS CHRISTI CHANNEL BEACON
 AH1128'4, 305 DEG.
 AH1128'
 AH1128'THERE IS NO UNDERGROUND STATION MARK.
 AH1128
 AH1128                          STATION RECOVERY (1948)
 AH1128
 AH1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAG)
 AH1128'STATION NOT RECOVERED.  THERE IS FROM 1 TO 5 FEET OF WATER OVER
 AH1128'THE IMMEDIATE VICINITY OF THE STATION AND IT IS BELIEVED THAT
 AH1128'THE STATION IS WASHED OUT.
 AH1128
 AH1128                          STATION RECOVERY (1949)
 AH1128
 AH1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1128'A VERY THOROUGH SEARCH WAS MADE FOR THIS STATION BY A THREE-MAN
 AH1128'PARTY ON TWO DIFFERENT OCCASIONS.  EACH SEARCH LASTED ABOUT TWO
 AH1128'HOURS.  STATION WAS NOT FOUND.  STATION MAY HAVE BEEN WASHED
 AH1128'AWAY OR COVERED BY SAND.  STATION SITE AT TIMES OF SEARCH
 AH1128'WAS COVERED ABOUT 6 INCHES WITH WATER.
 AH1128
 AH1128                          STATION RECOVERY (1969)
 AH1128
 AH1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1128'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  THE AREA WHERE
 AH1128'THE STATION WAS LOCATED IS NOW A TIDAL FLAT AND THE STATION
 AH1128'HAS EITHER BEEN WASHED OUT OR DEEPLY COVERED WITH SAND.
 AH1128'THE DESCRIPTION IS INADEQUATE FOR A CONCENTRATED SEARCH.
 AH1128'
 AH1128'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 AH1128'NORTH-NORTHEAST OF PORT ARANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2718 ***********************************************************************
 CS2718  DESIGNATION -  ITALY
 CS2718  PID         -  CS2718
 CS2718  STATE/COUNTY-  TX/ELLIS
 CS2718  USGS QUAD   -  ITALY (1978)
 CS2718
 CS2718                         *CURRENT SURVEY CONTROL
 CS2718  ___________________________________________________________________
 CS2718* NAD 83(1993)-  32 12 20.70272(N)    096 53 11.46202(W)     ADJUSTED  
 CS2718* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 CS2718  ___________________________________________________________________
 CS2718  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 CS2718  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CS2718
 CS2718  HORZ ORDER  -  SECOND
 CS2718
 CS2718.The horizontal coordinates were established by classical geodetic methods
 CS2718.and adjusted by the National Geodetic Survey in February 1996..
 CS2718
 CS2718.The orthometric height was scaled from a topographic map.
 CS2718
 CS2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2718
 CS2718.The geoid height was determined by GEOID03.
 CS2718
 CS2718;                    North         East     Units Scale Factor Converg.
 CS2718;SPC TXNC     - 2,060,948.688   752,112.696   MT  0.99998073   +0 52 47.9
 CS2718;SPC TXNC     - 6,761,629.15  2,467,556.40   sFT  0.99998073   +0 52 47.9
 CS2718;UTM  14      - 3,565,200.634   699,202.325   MT  1.00008938   +1 07 36.4
 CS2718
 CS2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2718!SPC TXNC     -   0.99997607  x   0.99998073  =   0.99995680
 CS2718!UTM  14      -   0.99997607  x   1.00008938  =   1.00006544
 CS2718
 CS2718|---------------------------------------------------------------------|
 CS2718| PID    Reference Object                     Distance      Geod. Az  |
 CS2718|                                                           dddmmss.s |
 CS2718| CY1310 ITALY RM 1                           55.766 METERS 00515     |
 CS2718| CY1311 ITALY RM 2                           64.547 METERS 13854     |
 CS2718| CY1309 ITALY AZ MK                                        1772558.1 |
 CS2718| CS2720 ITALY WATER TANK                    APPROX. 2.5 KM 1870006.9 |
 CS2718| CS2721 MILFORD MUNICIPAL TANK              APPROX.10.5 KM 2114733.0 |
 CS2718|---------------------------------------------------------------------|
 CS2718
 CS2718                          SUPERSEDED SURVEY CONTROL
 CS2718
 CS2718  NAD 83(1986)-  32 12 20.71031(N)    096 53 11.44236(W) AD(       ) 2
 CS2718  NAD 27      -  32 12 20.17600(N)    096 53 10.45100(W) AD(       ) 2
 CS2718
 CS2718.Superseded values are not recommended for survey control.
 CS2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2718.See file dsdata.txt to determine how the superseded data were derived.
 CS2718
 CS2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA9920265201(NAD 83)
 CS2718_MARKER: DS = TRIANGULATION STATION DISK
 CS2718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2718
 CS2718  HISTORY     - Date     Condition        Report By
 CS2718  HISTORY     - 1948     MONUMENTED       CGS
 CS2718  HISTORY     - 1952     GOOD             CGS
 CS2718  HISTORY     - 1965     GOOD             USGS
 CS2718  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CS2718
 CS2718                          STATION DESCRIPTION
 CS2718
 CS2718'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2718'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF ITALY, ON
 CS2718'THE WEST SIDE OF U.S. HIGHWAY 77, AND ON PROPERTY OWNED BY MR.
 CS2718'J.P. WATSON.  IT IS 50 FEET WEST OF THE CENTERLINE OF THE
 CS2718'HIGHWAY, 91 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF MR.
 CS2718'WATSONS HOUSE, 35 FEET NORTH OF A POWER POLE, AND 16 FEET SOUTH
 CS2718'OF A CONCRETE, HIGHWAY RIGHT-OF-WAY POST.  THE DISK IS STAMPED
 CS2718'ITALY 1948 AND IS SET 4 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2718'
 CS2718'REFERENCE MARK NO. 1 IS 182.96 FEET NORTH OF THE STATION, 43 FEET
 CS2718'WEST OF THE CENTERLINE OF THE HIGHWAY, 11 FEET SOUTH OF THE
 CS2718'CENTERLINE OF A DIRT ROAD, AND IS SET IN THE SOUTH HEADWALL
 CS2718'OF A CONCRETE CULVERT.  THE DISK IS STAMPED ITALY NO 1 1948
 CS2718'AND PROJECTS 2 FEET.
 CS2718'
 CS2718'REFERENCE MARK NO. 2 IS 211.77 FEET SOUTHEAST OF THE STATION,
 CS2718'85 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 28 FEET NORTHEAST
 CS2718'OF THE CENTERLINE OF A DIRT ROAD, AND 2 FEET NORTH OF A POWER
 CS2718'POLE.  THE DISK IS STAMPED ITALY NO 2 1948 AND PROJECTS 6 INCHES.
 CS2718'
 CS2718'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTH OF THE STATION,
 CS2718'41 FEET WEST OF THE CENTERLINE OF HIGHWAY 77, 27 PACES NORTHEAST
 CS2718'OF A LONE 2 FOOT TREE, AND 2 FEET NORTH OF AN IRON SIGN POST.
 CS2718'THE DISK IS STAMPED ITALY 1948 AND PROJECTS 6 INCHES.
 CS2718'
 CS2718'TO REACH THE STATION FROM THE DEPOT AT THE WEST SIDE OF ITALY,
 CS2718'GO NORTH ON U.S. HIGHWAY 77 FOR 1.4 MILES TO THE AZIMUTH
 CS2718'MARK ON THE LEFT AS DESCRIBED.  CONTINUE FOR 0.25 MILE TO
 CS2718'THE STATION ON THE LEFT AS DESCRIBED.
 CS2718'
 CS2718'A 100 FOOT SIGNAL AT MERTENS IS VISIBLE AT 37 FEET.
 CS2718'
 CS2718'A 74 FOOT SIGNAL AT DUNLAP IS VISIBLE AT 37 FEET.
 CS2718'
 CS2718'A 74 FOOT SIGNAL AT BELL IS VISIBLE AT 64 FEET.
 CS2718'
 CS2718'AN 87 FOOT SIGNAL AT BEE IS VISIBLE AT 64 FEET.
 CS2718'
 CS2718'AN 87 FOOT SIGNAL AT FILES IS VISIBLE AT 64 FEET.
 CS2718'
 CS2718'A 110 FOOT SIGNAL AT CHAMBERS IS VISIBLE AT 100 FEET.
 CS2718'
 CS2718'A 100 FOOT SIGNAL AT ONION IS VISIBLE AT 37 FEET.
 CS2718'
 CS2718'A 100 FOOT SIGNAL AT FORRESTON IS VISIBLE FROM THE GROUND.
 CS2718'
 CS2718'A 74 FOOT SIGNAL AT HOG IS VISIBLE FROM THE GROUND.
 CS2718'
 CS2718'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 CS2718
 CS2718                          STATION RECOVERY (1952)
 CS2718
 CS2718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (FJ)
 CS2718'STATION IS IN YARD IN FRONT OF A WHITE HOUSE, 50 FT WEST OF THE
 CS2718'CENTERLINE OF U.S. 77 ON A CURVE TURNING LEFT.  GOOD CONDITION.
 CS2718
 CS2718                          STATION RECOVERY (1965)
 CS2718
 CS2718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS2718'STATION AND AZIMUTH MARK WERE NOT RECOVERED AFTER A THOROUGH
 CS2718'SEARCH.  R.MS. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 CS2718
 CS2718                          STATION RECOVERY (1988)
 CS2718
 CS2718'RECOVERY NOTE BY US POWER SQUADRON 1988 (JV)
 CS2718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2720 ***********************************************************************
 CS2720  DESIGNATION -  ITALY WATER TANK
 CS2720  PID         -  CS2720
 CS2720  STATE/COUNTY-  TX/ELLIS
 CS2720  USGS QUAD   -  ITALY (1978)
 CS2720
 CS2720                         *CURRENT SURVEY CONTROL
 CS2720  ___________________________________________________________________
 CS2720* NAD 83(1993)-  32 10 58.68551(N)    096 53 23.30679(W)     ADJUSTED  
 CS2720* NAVD 88     -                                                        
 CS2720  ___________________________________________________________________
 CS2720  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 CS2720  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CS2720
 CS2720  HORZ ORDER  -  THIRD
 CS2720
 CS2720.The horizontal coordinates were established by classical geodetic methods
 CS2720.and adjusted by the National Geodetic Survey in February 1996..
 CS2720
 CS2720
 CS2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2720
 CS2720.The geoid height was determined by GEOID03.
 CS2720
 CS2720;                    North         East     Units Scale Factor Converg.
 CS2720;SPC TXNC     - 2,058,417.904   751,841.253   MT  0.99998662   +0 52 41.5
 CS2720;SPC TXNC     - 6,753,326.07  2,466,665.84   sFT  0.99998662   +0 52 41.5
 CS2720;UTM  14      - 3,562,668.439   698,941.743   MT  1.00008810   +1 07 27.5
 CS2720
 CS2720                          SUPERSEDED SURVEY CONTROL
 CS2720
 CS2720  NAD 83(1986)-  32 10 58.69315(N)    096 53 23.28725(W) AD(       ) 4
 CS2720  NAD 27      -  32 10 58.15800(N)    096 53 22.29500(W) AD(       ) 3
 CS2720
 CS2720.Superseded values are not recommended for survey control.
 CS2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2720.See file dsdata.txt to determine how the superseded data were derived.
 CS2720
 CS2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA9894262668(NAD 83)
 CS2720_MARKER: 53 = ELEVATED TANK
 CS2720
 CS2720  HISTORY     - Date     Condition        Report By
 CS2720  HISTORY     - 1948     FIRST OBSERVED   CGS
 CS2720
 CS2720                          STATION DESCRIPTION
 CS2720
 CS2720'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2720'THE STATION IS LOCATED IN THE WEST PART OF THE TOWN OF ITALY
 CS2720'ABOUT 100 YARDS EAST OF THE MKT RAILWAY DEPOT.
 CS2720'
 CS2720'THE TANK IS OF STEEL CONSTRUCTION, FOUR-LEGGED, 40 FEET SQUARE
 CS2720'AT THE BASE, 90 FEET HIGH AND PAINTED BLACK.  THE TANK IS
 CS2720'PRIVATELY OWNED BY MOORE AND BALLARD, FT. WORTH, TEXAS.  THE
 CS2720'LETTERS, ITALY, ARE PAINTED ON THE TANK IN WHITE.
 CS2720'
 CS2720'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2457 ***********************************************************************
 CS2457  DESIGNATION -  ITASCA
 CS2457  PID         -  CS2457
 CS2457  STATE/COUNTY-  TX/HILL
 CS2457  USGS QUAD   -  ITASCA (1965)
 CS2457
 CS2457                         *CURRENT SURVEY CONTROL
 CS2457  ___________________________________________________________________
 CS2457* NAD 83(1993)-  32 09 38.90222(N)    097 08 58.87821(W)     ADJUSTED  
 CS2457* NAVD 88     -       215.008  (meters)     705.41   (feet)  ADJUSTED  
 CS2457  ___________________________________________________________________
 CS2457  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CS2457  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CS2457  DYNAMIC HT  -         214.745 (meters)     704.54  (feet)  COMP
 CS2457  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 CS2457
 CS2457  HORZ ORDER  -  SECOND
 CS2457  VERT ORDER  -  FIRST     CLASS II
 CS2457
 CS2457.The horizontal coordinates were established by classical geodetic methods
 CS2457.and adjusted by the National Geodetic Survey in February 1996..
 CS2457
 CS2457.The orthometric height was determined by differential leveling
 CS2457.and adjusted by the National Geodetic Survey in June 1991..
 CS2457
 CS2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2457
 CS2457.The geoid height was determined by GEOID03.
 CS2457
 CS2457.The dynamic height is computed by dividing the NAVD 88
 CS2457.geopotential number by the normal gravity value computed on the
 CS2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2457.degrees latitude (g = 980.6199 gals.).
 CS2457
 CS2457.The modeled gravity was interpolated from observed gravity values.
 CS2457
 CS2457;                    North         East     Units Scale Factor Converg.
 CS2457;SPC TXNC     - 2,055,615.277   727,367.530   MT  0.99999250   +0 44 11.2
 CS2457;SPC TXNC     - 6,744,131.12  2,386,371.64   sFT  0.99999250   +0 44 11.2
 CS2457;UTM  14      - 3,559,760.043   674,479.347   MT  0.99997544   +0 59 06.6
 CS2457
 CS2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2457!SPC TXNC     -   0.99997051  x   0.99999250  =   0.99996301
 CS2457!UTM  14      -   0.99997051  x   0.99997544  =   0.99994595
 CS2457
 CS2457|---------------------------------------------------------------------|
 CS2457| PID    Reference Object                     Distance      Geod. Az  |
 CS2457|                                                           dddmmss.s |
 CS2457| CY1312 ITASCA RM 1                          31.697 METERS 02409     |
 CS2457| CS3067 ITASCA COTTON MFG CO TANK           APPROX. 1.7 KM 1435159.6 |
 CS2457| CY1313 ITASCA RM 2                          30.114 METERS 15950     |
 CS2457| CS2459 ITASCA AZ MK                                       3272052.8 |
 CS2457|---------------------------------------------------------------------|
 CS2457
 CS2457                          SUPERSEDED SURVEY CONTROL
 CS2457
 CS2457  NAD 83(1986)-  32 09 38.90906(N)    097 08 58.85833(W) AD(       ) 2
 CS2457  NAD 27      -  32 09 38.37100(N)    097 08 57.82900(W) AD(       ) 2
 CS2457
 CS2457.Superseded values are not recommended for survey control.
 CS2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2457.See file dsdata.txt to determine how the superseded data were derived.
 CS2457
 CS2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7447959760(NAD 83)
 CS2457_MARKER: DS = TRIANGULATION STATION DISK
 CS2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2457_SP_SET: CONCRETE POST
 CS2457_STAMPING: ITASCA 1948
 CS2457_MARK LOGO: CGS   
 CS2457_PROJECTION: PROJECTING 5 CENTIMETERS
 CS2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2457+STABILITY: SURFACE MOTION
 CS2457
 CS2457  HISTORY     - Date     Condition        Report By
 CS2457  HISTORY     - 1948     MONUMENTED       CGS
 CS2457  HISTORY     - 1980     GOOD             LOCSUR
 CS2457  HISTORY     - 1983     GOOD             NGS
 CS2457  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CS2457
 CS2457                          STATION DESCRIPTION
 CS2457
 CS2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 CS2457'THE STATION IS LOCATED ON CITY PROPERTY, IN THE TOWN OF
 CS2457'ITASCA.  IT IS ABOUT 40 YARDS NORTHEAST OF THE MUNICIPAL
 CS2457'STANDPIPE, 62 FEET WEST OF THE CURB AT THE WEST EDGE OF
 CS2457'LAMAR STREET, 36 FEET SOUTH OF THE CURB AT THE SOUTH EDGE
 CS2457'OF MONROE STREET, AND 32 FEET EAST OF THE EAST EDGE OF A LOG
 CS2457'BUILDING.  THE DISK IS STAMPED ITASCA 1948 AND IS SET FLUSH
 CS2457'WITH THE GROUND.
 CS2457'
 CS2457'REFERENCE MARK NO. 1 IS 103.99 FEET NORTH-NORTHEAST OF THE
 CS2457'STATION.  IT IS SET IN THE CURB AT THE NORTH SIDE OF LAMAR
 CS2457'STREET.  THE DISK IS STAMPED ITASCA NO 1 1948 AND PROJECTS
 CS2457'6 INCHES ABOVE THE STREET LEVEL.
 CS2457'
 CS2457'REFERENCE MARK NO. 2 IS 98.80 FEET SOUTHEAST OF THE STATION,
 CS2457'37 FEET NORTH OF THE CENTERLINE OF AN ALLEY, AND 2 FEET WEST
 CS2457'OF AN 8 INCH TREE.  THE DISK IS STAMPED ITASCA NO 2 1948
 CS2457'AND PROJECTS 2 INCHES.
 CS2457'
 CS2457'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTHWEST OF
 CS2457'THE STATION, 43 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 CS2457'81, 28 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 CS2457'6 FEET SOUTH OF A TELEPHONE POLE, AND 5 FEET SOUTHEAST OF
 CS2457'A WITNESS POST.  THE DISK IS STAMPED ITASCA 1948 AND PROJECTS
 CS2457'6 INCHES.
 CS2457'
 CS2457'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST TO U.S.
 CS2457'HIGHWAY 81, THENCE RIGHT FOR 0.6 MILE THE MARK ON THE LEFT
 CS2457'AS DESCRIBED.
 CS2457'
 CS2457'AN 87 FOOT SIGNAL AT LOVELACE IS VISIBLE AT 64 FEET.
 CS2457'
 CS2457'A 100 FOOT SIGNAL AT MAYFIELD IS VISIBLE AT 37 FEET.
 CS2457'
 CS2457'A 74 FOOT SIGNAL AT BOISDARC IS VISIBLE AT 37 FEET.
 CS2457'
 CS2457'A 100 FOOT SIGNAL AT ISLAND IS VISIBLE AT 20 FEET.
 CS2457'
 CS2457'AN 87 FOOT SIGNAL AT FILES IS VISIBLE AT 64 FEET.
 CS2457'
 CS2457'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS2457
 CS2457                          STATION RECOVERY (1980)
 CS2457
 CS2457'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (JN)
 CS2457'ITASCA 1948 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS2457'
 CS2457'RM 1 AND RM 2 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS2457'
 CS2457'AZI MK DID NOT SEARCH.
 CS2457'
 CS2457'DISTANCE AND DIRECTION FROM NEAREST TOWN--ITASCA.
 CS2457
 CS2457                          STATION RECOVERY (1983)
 CS2457
 CS2457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2457'IN ITASCA.
 CS2457'IN ITASCA, AT THE INTERSECTION OF LAMAR AND MONROE STREETS, IN THE
 CS2457'NORTHEAST CORNER OF THE LAWN AT THE MUNICIPAL WATER TANK WITH
 CS2457'STANDPIPE, 19.0 METERS (62.3 FT) WEST OF THE WEST CURB OF LAMAR STREET
 CS2457'AND 11.0 METERS (36.1 FT) SOUTH OF THE SOUTH CURB OF MONROE STREET.
 CS2457'THE MARK IS 0.9 M ABOVE THE STREETS.
 CS2457
 CS2457                          STATION RECOVERY (1995)
 CS2457
 CS2457'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2459 ***********************************************************************
 CS2459  DESIGNATION -  ITASCA AZ MK
 CS2459  PID         -  CS2459
 CS2459  STATE/COUNTY-  TX/HILL
 CS2459  USGS QUAD   -  ITASCA (1965)
 CS2459
 CS2459                         *CURRENT SURVEY CONTROL
 CS2459  ___________________________________________________________________
 CS2459* NAD 83(1986)-  32 10 05.     (N)    097 09 19.     (W)     SCALED    
 CS2459* NAVD 88     -       213.622  (meters)     700.86   (feet)  ADJUSTED  
 CS2459  ___________________________________________________________________
 CS2459  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CS2459  DYNAMIC HT  -         213.360 (meters)     700.00  (feet)  COMP
 CS2459  MODELED GRAV-     979,409.9   (mgal)                       NAVD 88
 CS2459
 CS2459  VERT ORDER  -  FIRST     CLASS II
 CS2459
 CS2459.The horizontal coordinates were scaled from a topographic map and have
 CS2459.an estimated accuracy of +/- 6 seconds.
 CS2459
 CS2459.The orthometric height was determined by differential leveling
 CS2459.and adjusted by the National Geodetic Survey in June 1991..
 CS2459
 CS2459.The geoid height was determined by GEOID03.
 CS2459
 CS2459.The dynamic height is computed by dividing the NAVD 88
 CS2459.geopotential number by the normal gravity value computed on the
 CS2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2459.degrees latitude (g = 980.6199 gals.).
 CS2459
 CS2459.The modeled gravity was interpolated from observed gravity values.
 CS2459
 CS2459;                    North         East    Units  Estimated Accuracy
 CS2459;SPC TXNC     - 2,056,410.      726,830.      MT  (+/- 180 meters Scaled)
 CS2459
 CS2459                          SUPERSEDED SURVEY CONTROL
 CS2459
 CS2459.No superseded survey control is available for this station.
 CS2459
 CS2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA739605(NAD 83)
 CS2459_MARKER: DZ = AZIMUTH MARK DISK
 CS2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2459_SP_SET: CONCRETE POST
 CS2459_STAMPING: ITASCA 1948
 CS2459_MARK LOGO: CGS   
 CS2459_PROJECTION: PROJECTING 15 CENTIMETERS
 CS2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2459+STABILITY: SURFACE MOTION
 CS2459
 CS2459  HISTORY     - Date     Condition        Report By
 CS2459  HISTORY     - 1948     MONUMENTED       CGS
 CS2459  HISTORY     - 1983     GOOD             NGS
 CS2459  HISTORY     - 19990220 POOR             USPSQD
 CS2459
 CS2459                          STATION DESCRIPTION
 CS2459
 CS2459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2459'11.8 KM (7.35 MI) SOUTH FROM GRANDVIEW.
 CS2459'11.8 KM (7.35 MI) SOUTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS
 CS2459'RAILROAD FROM ITS JUNCTION WITH FARM ROAD 916 IN GRANDVIEW, 0.8 KM
 CS2459'(0.5 MI) NORTHWEST OF THE JUNCTION OF FARM ROAD 934,
 CS2459'13.2 METERS (43.3 FT)
 CS2459'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 81, 8.6 METERS (28.2 FT)
 CS2459'NORTHEAST OF THE NEAR RAIL AND 1.9 METERS (6.2 FT) SOUTHEAST OF A
 CS2459'UTILITY POLE.
 CS2459'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CS2459'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CS2459
 CS2459                          STATION RECOVERY (1999)
 CS2459
 CS2459'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2459'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3067 ***********************************************************************
 CS3067  DESIGNATION -  ITASCA COTTON MFG CO TANK
 CS3067  PID         -  CS3067
 CS3067  STATE/COUNTY-  TX/HILL
 CS3067  USGS QUAD   -  ITASCA (1965)
 CS3067
 CS3067                         *CURRENT SURVEY CONTROL
 CS3067  ___________________________________________________________________
 CS3067* NAD 83(1993)-  32 08 55.39667(N)    097 08 21.54381(W)     ADJUSTED  
 CS3067* NAVD 88     -                                                        
 CS3067  ___________________________________________________________________
 CS3067  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 CS3067  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CS3067
 CS3067  HORZ ORDER  -  THIRD
 CS3067
 CS3067.The horizontal coordinates were established by classical geodetic methods
 CS3067.and adjusted by the National Geodetic Survey in February 1996..
 CS3067
 CS3067
 CS3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3067
 CS3067.The geoid height was determined by GEOID03.
 CS3067
 CS3067;                    North         East     Units Scale Factor Converg.
 CS3067;SPC TXNC     - 2,054,287.933   728,363.041   MT  0.99999577   +0 44 31.6
 CS3067;SPC TXNC     - 6,739,776.33  2,389,637.74   sFT  0.99999577   +0 44 31.6
 CS3067;UTM  14      - 3,558,437.051   675,480.588   MT  0.99997976   +0 59 25.3
 CS3067
 CS3067                          SUPERSEDED SURVEY CONTROL
 CS3067
 CS3067  NAD 83(1986)-  32 08 55.40363(N)    097 08 21.52412(W) AD(       ) 4
 CS3067  NAD 27      -  32 08 54.86300(N)    097 08 20.49600(W) AD(       ) 3
 CS3067
 CS3067.Superseded values are not recommended for survey control.
 CS3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3067.See file dsdata.txt to determine how the superseded data were derived.
 CS3067
 CS3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7548158437(NAD 83)
 CS3067_MARKER: 51 = TANK
 CS3067
 CS3067  HISTORY     - Date     Condition        Report By
 CS3067  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS3067  HISTORY     - 19990220 GOOD             USPSQD
 CS3067
 CS3067                          STATION DESCRIPTION
 CS3067
 CS3067'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS3067'THE STATION IS LOCATED ABOUT 1 MILE SOUTH-SOUTHEAST OF ITASCA
 CS3067'ON THE GROUNDS OF THE ITASCA COTTON MANUFACTURING COMPANY.
 CS3067'IT IS JUST SOUTH OF THE MAIN INDUSTRIAL BUILDING AND JUST WEST
 CS3067'OF THE POWER PLANT.  IT IS A 4 LEGGED, WHITE STRUCTURE WHICH IS 28
 CS3067'FEET SQUARE AT THE BASE AND APPROXIMATELY 100 FEET HIGH.
 CS3067'
 CS3067'THE POINT INTERSECTED WAS THE TOP OF THE TANK.
 CS3067'
 CS3067'TO REACH FROM THE MAIN STREET INTERSECTION IN ITASCA, GO SOUTH
 CS3067'ON A GRAVELLED ROAD FOR 0.85 MILE TO A SIDE ROAD LEFT.  TURN
 CS3067'LEFT AND GO 0.2 MILE TO THE STATION AS DESCRIBED.
 CS3067
 CS3067                          STATION RECOVERY (1999)
 CS3067
 CS3067'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3071 ***********************************************************************
 CS3071  DESIGNATION -  ITASCA MUNICIPAL STANDPIPE
 CS3071  PID         -  CS3071
 CS3071  STATE/COUNTY-  TX/HILL
 CS3071  USGS QUAD   -  ITASCA (1965)
 CS3071
 CS3071                         *CURRENT SURVEY CONTROL
 CS3071  ___________________________________________________________________
 CS3071* NAD 83(1993)-  32 09 38.03841(N)    097 09 00.08525(W)     ADJUSTED  
 CS3071* NAVD 88     -                                                        
 CS3071  ___________________________________________________________________
 CS3071  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CS3071  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CS3071
 CS3071  HORZ ORDER  -  THIRD
 CS3071
 CS3071.The horizontal coordinates were established by classical geodetic methods
 CS3071.and adjusted by the National Geodetic Survey in February 1996..
 CS3071
 CS3071
 CS3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3071
 CS3071.The geoid height was determined by GEOID03.
 CS3071
 CS3071;                    North         East     Units Scale Factor Converg.
 CS3071;SPC TXNC     - 2,055,588.265   727,336.248   MT  0.99999257   +0 44 10.6
 CS3071;SPC TXNC     - 6,744,042.50  2,386,269.01   sFT  0.99999257   +0 44 10.6
 CS3071;UTM  14      - 3,559,732.896   674,448.183   MT  0.99997530   +0 59 05.9
 CS3071
 CS3071                          SUPERSEDED SURVEY CONTROL
 CS3071
 CS3071  NAD 83(1986)-  32 09 38.04528(N)    097 09 00.06552(W) AD(       ) 4
 CS3071  NAD 27      -  32 09 37.50800(N)    097 08 59.03600(W) AD(       ) 3
 CS3071
 CS3071.Superseded values are not recommended for survey control.
 CS3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3071.See file dsdata.txt to determine how the superseded data were derived.
 CS3071
 CS3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7444859733(NAD 83)
 CS3071_MARKER: 52 = STANDPIPE TANK
 CS3071
 CS3071  HISTORY     - Date     Condition        Report By
 CS3071  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS3071  HISTORY     - 19990220 GOOD             USPSQD
 CS3071
 CS3071                          STATION DESCRIPTION
 CS3071
 CS3071'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS3071'THE STATION IS LOCATED IN THE TOWN OF ITASCA, 1 BLOCK NORTH
 CS3071'OF AND 1/2 BLOCK EAST OF THE MAIN INTERSECTION.  IT IS A LARGE,
 CS3071'WHITE, STEEL STAND PIPE WHICH IS 12 FEET IN DIAMETER AND 100
 CS3071'FEET HIGH.
 CS3071'
 CS3071'THE POINT INTERSECTED WAS THE CENTER OF THE TOP.
 CS3071
 CS3071                          STATION RECOVERY (1999)
 CS3071
 CS3071'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1029 ***********************************************************************
 CT1029  DESIGNATION -  IVAN
 CT1029  PID         -  CT1029
 CT1029  STATE/COUNTY-  TX/STEPHENS
 CT1029  USGS QUAD   -  IVAN NORTH (1967)
 CT1029
 CT1029                         *CURRENT SURVEY CONTROL
 CT1029  ___________________________________________________________________
 CT1029* NAD 83(1993)-  32 52 37.61348(N)    098 39 26.98756(W)     ADJUSTED  
 CT1029* NAVD 88     -       373.3    (meters)    1225.     (feet)  VERTCON   
 CT1029  ___________________________________________________________________
 CT1029  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CT1029  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 CT1029
 CT1029  HORZ ORDER  -  FIRST
 CT1029
 CT1029.The horizontal coordinates were established by classical geodetic methods
 CT1029.and adjusted by the National Geodetic Survey in February 1996..
 CT1029
 CT1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1029
 CT1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1029
 CT1029.The geoid height was determined by GEOID03.
 CT1029
 CT1029;                    North         East     Units Scale Factor Converg.
 CT1029;SPC TXNC     - 2,134,237.278   585,262.887   MT  0.99987724   -0 05 09.2
 CT1029;SPC TXNC     - 7,002,076.80  1,920,149.99   sFT  0.99987724   -0 05 09.2
 CT1029;UTM  14      - 3,637,716.004   532,039.604   MT  0.99961266   +0 11 09.3
 CT1029
 CT1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1029!SPC TXNC     -   0.99994601  x   0.99987724  =   0.99982325
 CT1029!UTM  14      -   0.99994601  x   0.99961266  =   0.99955869
 CT1029
 CT1029|---------------------------------------------------------------------|
 CT1029| PID    Reference Object                     Distance      Geod. Az  |
 CT1029|                                                           dddmmss.s |
 CT1029| CX8368 IVAN RM 1                            12.696 METERS 19222     |
 CT1029| CX8369 IVAN RM 2                            11.261 METERS 30953     |
 CT1029| CX8370 IVAN RM 3                                          3562016.7 |
 CT1029|---------------------------------------------------------------------|
 CT1029
 CT1029                          SUPERSEDED SURVEY CONTROL
 CT1029
 CT1029  NAD 83(1993)-  32 52 37.61493(N)    098 39 26.97805(W) AD(       ) 1
 CT1029  NAD 83(1986)-  32 52 37.61496(N)    098 39 26.97284(W) AD(       ) 1
 CT1029  NAD 27      -  32 52 37.17939(N)    098 39 25.75788(W) AD(       ) 1
 CT1029  NGVD 29 (07/19/86)  373.2    (m)         1224.     (f) VERT ANG       
 CT1029
 CT1029.Superseded values are not recommended for survey control.
 CT1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1029.See file dsdata.txt to determine how the superseded data were derived.
 CT1029
 CT1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB3204037716(NAD 83)
 CT1029_MARKER: DS = TRIANGULATION STATION DISK
 CT1029_SETTING: 66 = SET IN ROCK OUTCROP
 CT1029
 CT1029  HISTORY     - Date     Condition        Report By
 CT1029  HISTORY     - 1975     MONUMENTED       NGS
 CT1029  HISTORY     - 20050416 GOOD             USPSQD
 CT1029
 CT1029                          STATION DESCRIPTION
 CT1029
 CT1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CT1029'NO DISTANCE BETWEEN RM 1 RM 2
 CT1029'
 CT1029'STATION IS LOCATED ABOUT 15-1/2 MILES NORTHEAST OF BRECKENRIDGE,
 CT1029'15 MILES SOUTH-SOUTHWEST OF GRAHAM, 10-1/2 MILES NORTH OF CADDO,
 CT1029'4-1/2 MILES EAST OF IVAN AND ON THE WEST RIGHT-OF-WAY OF RANCH
 CT1029'ROAD 3253.  PERMISSION GRANTED BY J.B. BRANNAN, RESIDENT
 CT1029'ENGINEER, BRECKENRIDGE, PHONE NUMBER 817-559-5266.
 CT1029'
 CT1029'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 67 AND RANCH ROAD
 CT1029'1148 IN IVAN, GO EASTERLY ON RANCH ROAD 1148 FOR 4.8 MILES TO
 CT1029'THE JUNCTION OF RANCH ROAD 3253.  (REFERENCE MARK 3 ON THE LEFT,
 CT1029'NORTH SIDE OF ROAD).  TURN RIGHT AND GO SOUTH ON RANCH ROAD 3253
 CT1029'FOR 1.0 TO A DRIVEWAY ON THE RIGHT, WEST SIDE OF ROAD AND
 CT1029'STATION AS DESCRIBED.
 CT1029'
 CT1029'STATION MARK, A STANDARD DISK STAMPED IVAN 1975.  THE DISK IS
 CT1029'CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 CT1029'117 FEET SOUTH OF CENTER OF GATE THAT IS AT THE END OF DRIVEWAY,
 CT1029'51 FEET WEST OF THE APPROXIMATE CENTER OF RANCH ROAD 3253 AND
 CT1029'11 FEET EAST OF METAL WITNESS POST WITH SIGN ATTACHED, THE POST
 CT1029'IS SET IN THE FENCE LINE.
 CT1029'
 CT1029'REFERENCE MARK 1, A STANDARD DISK STAMPED IVAN NO 1 1975.  THE
 CT1029'DISK IS CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK.
 CT1029'IT IS 60 FEET WEST OF THE APPROXIMATE CENTER OF RANCH
 CT1029'ROAD 3253, 12 FEET SOUTH-SOUTHEAST OF THE METAL WITNESS POST
 CT1029'WITH SIGN ATTACHED AND 4.5 FEET EAST OF FENCE LINE.
 CT1029'
 CT1029'REFERENCE MARK 2, A STANDARD DISK STAMPED IVAN NO 2 1975.  THE
 CT1029'DISK IS CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK.
 CT1029'IT IS 28 FEET NORTHWEST OF METAL WITNESS POST WITH SIGN
 CT1029'ATTACHED, 26 FEET NORTHEAST OF CEDAR TREE AND 18 FEET WEST OF
 CT1029'FENCE LINE.
 CT1029'
 CT1029'REFERENCE MARK 3, A STANDARD DISK STAMPED IVAN NO 3 1975, IS
 CT1029'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CT1029'IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET NORTH OF
 CT1029'THE CENTER LINE OF RANCH ROAD 1148, 23 FEET WEST OF THE CENTER
 CT1029'OF GATE, 13.5 FEET NORTH OF POWERLINE POLE AND 1.5 FEET WEST
 CT1029'OF METAL WITNESS POST WITH SIGN ATTACHED.
 CT1029'
 CT1029'HEIGHT OF LIGHT ABOVE STATION MARK 10.6 METERS.
 CT1029
 CT1029                          STATION RECOVERY (2005)
 CT1029
 CT1029'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 CT1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0696 ***********************************************************************
 DQ0696  DESIGNATION -  IVEY
 DQ0696  PID         -  DQ0696
 DQ0696  STATE/COUNTY-  TX/HOCKLEY
 DQ0696  USGS QUAD   -  LUMS CHAPEL (1964)
 DQ0696
 DQ0696                         *CURRENT SURVEY CONTROL
 DQ0696  ___________________________________________________________________
 DQ0696* NAD 83(1993)-  33 46 25.91629(N)    102 16 52.48768(W)     ADJUSTED  
 DQ0696* NAVD 88     -      1060.5    (meters)    3479.     (feet)  VERTCON   
 DQ0696  ___________________________________________________________________
 DQ0696  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 DQ0696  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 DQ0696
 DQ0696  HORZ ORDER  -  SECOND
 DQ0696
 DQ0696.The horizontal coordinates were established by classical geodetic methods
 DQ0696.and adjusted by the National Geodetic Survey in February 1996..
 DQ0696
 DQ0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0696
 DQ0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0696
 DQ0696.The geoid height was determined by GEOID03.
 DQ0696
 DQ0696;                    North         East     Units Scale Factor Converg.
 DQ0696;SPC TXNC     - 2,239,976.991   249,839.854   MT  0.99995192   -2 03 44.2
 DQ0696;SPC TXNC     - 7,348,991.18    819,682.92   sFT  0.99995192   -2 03 44.2
 DQ0696;UTM  13      - 3,740,405.325   751,770.697   MT  1.00038152   +1 30 43.9
 DQ0696
 DQ0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0696!SPC TXNC     -   0.99983737  x   0.99995192  =   0.99978930
 DQ0696!UTM  13      -   0.99983737  x   1.00038152  =   1.00021883
 DQ0696
 DQ0696|---------------------------------------------------------------------|
 DQ0696| PID    Reference Object                     Distance      Geod. Az  |
 DQ0696|                                                           dddmmss.s |
 DQ0696| CJ7555 IVEY RM 1                                          02701     |
 DQ0696| CJ7556 IVEY RM 2                            28.965 METERS 11952     |
 DQ0696| CJ7554 IVEY AZ MK                                         1813123.7 |
 DQ0696| DQ0692 SHOFNER                             APPROX.16.8 KM 2012741.5 |
 DQ0696|---------------------------------------------------------------------|
 DQ0696
 DQ0696                          SUPERSEDED SURVEY CONTROL
 DQ0696
 DQ0696  NAD 83(1986)-  33 46 25.92390(N)    102 16 52.48258(W) AD(       ) 2
 DQ0696  NAD 27      -  33 46 25.57900(N)    102 16 50.85600(W) AD(       ) 2
 DQ0696  NGVD 29 (07/19/86) 1060.1    (m)         3478.     (f) VERT ANG       
 DQ0696
 DQ0696.Superseded values are not recommended for survey control.
 DQ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0696.See file dsdata.txt to determine how the superseded data were derived.
 DQ0696
 DQ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT5177140405(NAD 83)
 DQ0696_MARKER: DS = TRIANGULATION STATION DISK
 DQ0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0696
 DQ0696  HISTORY     - Date     Condition        Report By
 DQ0696  HISTORY     - 1935     MONUMENTED       CGS
 DQ0696  HISTORY     - 1938     GOOD             TXHD
 DQ0696  HISTORY     - 1949     GOOD             CGS
 DQ0696  HISTORY     - 1956     GOOD             USGS
 DQ0696  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0696
 DQ0696                          STATION DESCRIPTION
 DQ0696
 DQ0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0696'STATION IS ABOUT 3-1/2 MILES NE OF WHITHARRAL IN THE W 1/2
 DQ0696'OF LABOR 11, LEAGUE 708, ON THE HIGHEST RIDGE FOR AT LEAST
 DQ0696'2 MILES IN ANY DIRECTION, ON PROPERTY OF CAMPBELL LUMBER
 DQ0696'COMPANY OF LITTLEFIELD, IN THE FRONT YARD, 8 FEET S AND
 DQ0696'35 FEET W OF THE SW CORNER OF A LONG, LOW FARMHOUSE OWNED
 DQ0696'BY THE ABOVE MENTIONED COMPANY, 27 FEET E OF THE CENTER LINE
 DQ0696'OF A N-S GRADED ROAD.  THE MARK PROJECTS 5 INCHES.
 DQ0696'
 DQ0696'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DQ0696'BRONZE DISKS SET IN CONCRETE.
 DQ0696'
 DQ0696'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 53 FEET N OF THE
 DQ0696'NW CORNER OF THE FARMHOUSE, 62 FEET E OF THE CENTER LINE
 DQ0696'OF THE GRADED ROAD, AND PROJECTS 8 INCHES.
 DQ0696'
 DQ0696'REFERENCE MARK NO. 2 IS E OF THE STATION, 68 FEET SE OF THE
 DQ0696'SW CORNER OF THE FARMHOUSE, 109 FEET E OF THE ROAD, AND PROJECTS
 DQ0696'4 INCHES.
 DQ0696'
 DQ0696'THE AZIMUTH MARK IS S OF THE STATION ON THE FIRST HILL S OF THE
 DQ0696'STATION HILL, 23 FEET W OF THE CENTER LINE OF THE N-S GRADED
 DQ0696'HIGHWAY AND PROJECTS 10 INCHES.
 DQ0696'
 DQ0696'TO REACH THE STATION FROM WHITHARRAL POST OFFICE DRIVE N
 DQ0696'1/2 CITY BLOCK, THEN DUE E ON GRADE FOR 2.7 MILES, TURN LEFT
 DQ0696'OR N ON MAIN ROAD FOR 1.1 MILES.  THE MAIN ROAD TO ANTON TURNS
 DQ0696'E.  CONTINUE STRAIGHT AHEAD N ON GRADE FOR 1.3 MILES TO THE
 DQ0696'STATION.
 DQ0696'
 DQ0696'A 15-FOOT STAND WILL CLEAR ALL LINES.
 DQ0696'
 DQ0696'IMPOSSIBLE TO MEASURE BETWEEN REFERENCE MARKS - OBSTRUCTED.
 DQ0696
 DQ0696                          STATION RECOVERY (1938)
 DQ0696
 DQ0696'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DQ0696'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DQ0696'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 DQ0696
 DQ0696                          STATION RECOVERY (1949)
 DQ0696
 DQ0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (KMB)
 DQ0696'ORIGINAL DESCRIPTION SATISFACTORY.  STATION AND REFERENCE MARKS
 DQ0696'1 AND 2 RECOVERED IN GOOD CONDITION.
 DQ0696
 DQ0696                          STATION RECOVERY (1956)
 DQ0696
 DQ0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DQ0696'ALL MARKS RECOVERED AS DESCRIBED.  WIND EROSION HAS EXPOSED
 DQ0696'STATION AND REFERENCE MONUMENTS CONSIDERABLY.  TABLETS ARE
 DQ0696'NOW ABOUT 2 FT. ABOVE GROUND LEVEL.  THREE NOW OBSTRUCTS LINE
 DQ0696'OF SIGHT FROM STATION MARK TO AZIMUTH MARK.
 DQ0696
 DQ0696                          STATION RECOVERY (1982)
 DQ0696
 DQ0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DQ0696'THE STATION WAS FOUND ON TOP OF THE GROUND, THE UNDERGROUND MARK WAS
 DQ0696'NOT DUG FOR.  THE AZIMUTH MARK WAS NOT RECOVERED.  REFERENCE MARKS NO
 DQ0696'1 AND NO 2 WERE RECOVERED AS DESCRIBED IN 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1062 ***********************************************************************
 DN1062  DESIGNATION -  IVIE
 DN1062  PID         -  DN1062
 DN1062  STATE/COUNTY-  TX/FANNIN
 DN1062  USGS QUAD   -  LAKE BONHAM (1984)
 DN1062
 DN1062                         *CURRENT SURVEY CONTROL
 DN1062  ___________________________________________________________________
 DN1062* NAD 83(1993)-  33 40 03.68748(N)    096 12 59.70344(W)     ADJUSTED  
 DN1062* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 DN1062  ___________________________________________________________________
 DN1062  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DN1062  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DN1062
 DN1062  HORZ ORDER  -  SECOND
 DN1062
 DN1062.The horizontal coordinates were established by classical geodetic methods
 DN1062.and adjusted by the National Geodetic Survey in February 1996..
 DN1062
 DN1062.The orthometric height was scaled from a topographic map.
 DN1062
 DN1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1062
 DN1062.The geoid height was determined by GEOID03.
 DN1062
 DN1062;                    North         East     Units Scale Factor Converg.
 DN1062;SPC TXNC     - 2,224,199.903   811,739.336   MT  0.99993029   +1 14 43.3
 DN1062;SPC TXNC     - 7,297,229.18  2,663,181.47   sFT  0.99993029   +1 14 43.3
 DN1062;UTM  14      - 3,728,788.062   758,078.425   MT  1.00042119   +1 32 38.1
 DN1062
 DN1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1062!SPC TXNC     -   0.99997274  x   0.99993029  =   0.99990303
 DN1062!UTM  14      -   0.99997274  x   1.00042119  =   1.00039392
 DN1062
 DN1062|---------------------------------------------------------------------|
 DN1062| PID    Reference Object                     Distance      Geod. Az  |
 DN1062|                                                           dddmmss.s |
 DN1062| CY1315 IVIE RM 1                             8.659 METERS 05841     |
 DN1062| DM1443 HONEY GROVE MUNICIPAL TANK          APPROX.30.2 KM 1060724.1 |
 DN1062| CY1316 IVIE RM 2                            12.247 METERS 14811     |
 DN1062| DN1068 ECTOR MUNICIPAL TANK                APPROX.11.2 KM 2081451.0 |
 DN1062| DN1069 WHITEWRIGHT MUNICIPAL TANK          APPROX.24.4 KM 2235416.7 |
 DN1062| DN1066 SAVOY MUNICIPAL TANK                APPROX.15.9 KM 2412352.8 |
 DN1062| DN1073 BELLS MUNICIPAL TANK                APPROX.18.9 KM 2502100.3 |
 DN1062| CY1314 IVIE AZ MK                                         3081545.9 |
 DN1062|---------------------------------------------------------------------|
 DN1062
 DN1062                          SUPERSEDED SURVEY CONTROL
 DN1062
 DN1062  NAD 83(1993)-  33 40 03.68873(N)    096 12 59.70237(W) AD(       ) 2
 DN1062  NAD 83(1986)-  33 40 03.69438(N)    096 12 59.69477(W) AD(       ) 2
 DN1062  NAD 27      -  33 40 03.32240(N)    096 12 58.76420(W) AD(       ) 2
 DN1062
 DN1062.Superseded values are not recommended for survey control.
 DN1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1062.See file dsdata.txt to determine how the superseded data were derived.
 DN1062
 DN1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC5807828788(NAD 83)
 DN1062_MARKER: DS = TRIANGULATION STATION DISK
 DN1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1062
 DN1062  HISTORY     - Date     Condition        Report By
 DN1062  HISTORY     - 1955     MONUMENTED       CGS
 DN1062  HISTORY     - 1957     GOOD             CGS
 DN1062  HISTORY     - 19940410 MARK NOT FOUND   USPSQD
 DN1062
 DN1062                          STATION DESCRIPTION
 DN1062
 DN1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1062'THE STATION IS LOCATED NEAR A FARMHOUSE ABOUT 5 MILES AIRLINE
 DN1062'SOUTH OF THE RED RIVER, 6 MILES AIRLINE NORTH-NORTHWEST OF
 DN1062'BONHAM, AND 7 MILES AIRLINE NORTH-NORTHEAST OF ECTOR.
 DN1062'
 DN1062'TO REACH THE STATION FROM THE FANNIN COUNTY COURTHOUSE IN
 DN1062'BONHAM GO NORTH ON STATE HIGHWAY 78 FOR 6.6 MILES TO A SIDE
 DN1062'ROAD ON THE LEFT.  TURN LEFT ONTO FARM ROAD 1753 AND GO WEST
 DN1062'2.45 MILES TO A SIDE ROAD AND THE AZIMUTH MARK ON THE LEFT.
 DN1062'TURN LEFT AND GO SOUTH 0.45 MILE TO A SIDE ROAD ON THE LEFT.
 DN1062'TURN LEFT AND GO EAST 0.4 MILE TO A FARMHOUSE AND THE STATION
 DN1062'ON THE LEFT.
 DN1062'
 DN1062'THE STATION MARK IS A STANDARD DISK STAMPED IVIE 1955 SET
 DN1062'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 DN1062'3 INCHES ABOVE THE GROUND.  IT IS 24 FEET WEST OF A FENCE
 DN1062'LINE, 29 FEET SOUTHWEST OF A WITNESS POST, 42 FEET NORTHWEST
 DN1062'OF A FENCE CORNER, AND 150 FEET NORTHWEST OF THE NORTHWEST
 DN1062'CORNER OF A FARMHOUSE.
 DN1062'
 DN1062'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED IVIE NO
 DN1062'1 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 DN1062'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF
 DN1062'A WITNESS POST, 1 FOOT WEST OF A FENCE LINE, AND 1 FOOT
 DN1062'HIGHER THAN THE STATION.
 DN1062'
 DN1062'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED IVIE
 DN1062'NO 2 1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 DN1062'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 2 FEET WEST
 DN1062'OF A FENCE CORNER AND 18 INCHES HIGHER THAN THE STATION.
 DN1062'
 DN1062'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF FARM ROAD
 DN1062'1753 AND IS A STANDARD DISK STAMPED IVIE 1955 SET IN THE
 DN1062'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 DN1062'ABOVE THE GROUND.  IT IS 31 FEET SOUTH OF THE CENTERLINE
 DN1062'OF FARM ROAD 1753, 39 FEET EAST OF A FENCE CORNER, AND 68
 DN1062'FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD.
 DN1062
 DN1062                          STATION RECOVERY (1957)
 DN1062
 DN1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DN1062'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1062'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1062'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1062
 DN1062                          STATION RECOVERY (1994)
 DN1062
 DN1062'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1001 ***********************************************************************
 CU1001  DESIGNATION -  IVY
 CU1001  PID         -  CU1001
 CU1001  STATE/COUNTY-  TX/KENT
 CU1001  USGS QUAD   -  TIGE CANYON (1969)
 CU1001
 CU1001                         *CURRENT SURVEY CONTROL
 CU1001  ___________________________________________________________________
 CU1001* NAD 83(1993)-  32 59 16.06841(N)    100 31 52.48149(W)     ADJUSTED  
 CU1001* NAVD 88     -       649.     (meters)    2129.     (feet)  SCALED    
 CU1001  ___________________________________________________________________
 CU1001  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 CU1001  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CU1001
 CU1001  HORZ ORDER  -  SECOND
 CU1001
 CU1001.The horizontal coordinates were established by classical geodetic methods
 CU1001.and adjusted by the National Geodetic Survey in February 1996..
 CU1001
 CU1001.The orthometric height was scaled from a topographic map.
 CU1001
 CU1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1001
 CU1001.The geoid height was determined by GEOID03.
 CU1001
 CU1001;                    North         East     Units Scale Factor Converg.
 CU1001;SPC TXNC     - 2,148,334.817   410,183.404   MT  0.99987324   -1 06 28.2
 CU1001;SPC TXNC     - 7,048,328.48  1,345,743.38   sFT  0.99987324   -1 06 28.2
 CU1001;UTM  14      - 3,650,975.135   356,930.808   MT  0.99985238   -0 50 01.8
 CU1001
 CU1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1001!SPC TXNC     -   0.99990241  x   0.99987324  =   0.99977566
 CU1001!UTM  14      -   0.99990241  x   0.99985238  =   0.99975481
 CU1001
 CU1001|---------------------------------------------------------------------|
 CU1001| PID    Reference Object                     Distance      Geod. Az  |
 CU1001|                                                           dddmmss.s |
 CU1001| CX8371 IVY RM 1                             15.598 METERS 02054     |
 CU1001| CU0913 ROTAN NE MUN TANK                   APPROX.15.3 KM 1540622.7 |
 CU1001| CX8372 IVY RM 2                             22.007 METERS 28345     |
 CU1001| DP0125 H 1174                                             3203052.4 |
 CU1001|---------------------------------------------------------------------|
 CU1001
 CU1001                          SUPERSEDED SURVEY CONTROL
 CU1001
 CU1001  NAD 83(1993)-  32 59 16.07205(N)    100 31 52.47648(W) AD(       ) 2
 CU1001  NAD 83(1986)-  32 59 16.07385(N)    100 31 52.47351(W) AD(       ) 2
 CU1001  NAD 27      -  32 59 15.71107(N)    100 31 51.07156(W) AD(       ) 2
 CU1001
 CU1001.Superseded values are not recommended for survey control.
 CU1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1001.See file dsdata.txt to determine how the superseded data were derived.
 CU1001
 CU1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB5693150975(NAD 83)
 CU1001_MARKER: DS = TRIANGULATION STATION DISK
 CU1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1001
 CU1001  HISTORY     - Date     Condition        Report By
 CU1001  HISTORY     - 1968     MONUMENTED       CGS
 CU1001
 CU1001                          STATION DESCRIPTION
 CU1001
 CU1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1001'STATION IS LOCATED ABOUT 18 MILES SOUTH OF JAYTON, 10 MILES
 CU1001'NORTH-NORTHWEST OF ROTAN AND 0.1 MILE EAST OF STATE HIGHWAY 70
 CU1001'IN PASTURE LAND.
 CU1001'
 CU1001'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 92 AND 70 IN ROTAN,
 CU1001'GO NORTH ON STATE HIGHWAY 70 FOR 6.6 MILES TO FARM ROAD 610 ON THE
 CU1001'RIGHT, CONTINUE NORTH ON THE HIGHWAY FOR 4.1 MILES TO A BOARD GATE
 CU1001'AND CORRALS ON THE RIGHT.  (TO REACH THE BM H 1174 (AZIMUTH
 CU1001'MARK) CONTINUE NORTH ON THE HIGHWAY FOR 1.2 MILES TO A PARKING
 CU1001'AREA ON THE RIGHT AND THE MARK.) TURN RIGHT, PASS THROUGH THE
 CU1001'BOARD GATE AND FOLLOW TRACK ROAD EAST FOR 0.1 MILE TO THE TOP
 CU1001'OF A SMALL KNOLL AND THE STATION.
 CU1001'
 CU1001'STATION MARK IS A STANDARD DISK, STAMPED IVY 1968, SET IN THE
 CU1001'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 CU1001'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 152 FEET SOUTHEAST OF
 CU1001'THE NORTHEAST CORNER OF A WIRE CORRAL, 131.5 FEET NORTHEAST OF
 CU1001'THE NORTHEAST CORNER OF A BOARD CORRAL, 121 FEET NORTHWEST OF THE
 CU1001'NORTHWEST POST OF A WIRE GATE AND 106.5 FEET NORTH OF A WITNESS
 CU1001'POST SET IN AN EAST-WEST FENCE.
 CU1001'
 CU1001'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED IVY NO 1 1968, SET
 CU1001'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 CU1001'ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 158 FEET EAST OF
 CU1001'THE NORTHEAST CORNER OF THE WIRE CORRAL, 157 FEET NORTH OF THE
 CU1001'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CU1001'
 CU1001'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED IVY NO 2 1968, SET
 CU1001'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 CU1001'ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 139 FEET
 CU1001'NORTHWEST OF A WITNESS POST, 136 FEET NORTH OF THE NORTHEAST
 CU1001'CORNER OF THE WOODEN CORRAL, 81 FEET SOUTHEAST OF THE NORTHEAST
 CU1001'CORNER OF THE WIRE CORRAL AND ABOUT THE SAME ELEVATION AS THE
 CU1001'STATION.
 CU1001'
 CU1001'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED H 1174 1961,
 CU1001'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 CU1001'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 93 FEET EAST OF
 CU1001'THE CENTER OF STATE HIGHWAY 70, 2.3 FEET WEST OF A NORTH-SOUTH
 CU1001'FENCE AND 2.0 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1348 ***********************************************************************
 BZ1348  DESIGNATION -  IVY RESET
 BZ1348  PID         -  BZ1348
 BZ1348  STATE/COUNTY-  TX/BELL
 BZ1348  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ1348
 BZ1348                         *CURRENT SURVEY CONTROL
 BZ1348  ___________________________________________________________________
 BZ1348* NAD 83(1993)-  31 02 11.85090(N)    097 51 33.65761(W)     ADJUSTED  
 BZ1348* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 BZ1348  ___________________________________________________________________
 BZ1348  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 BZ1348  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BZ1348
 BZ1348  HORZ ORDER  -  FIRST
 BZ1348
 BZ1348.The horizontal coordinates were established by classical geodetic methods
 BZ1348.and adjusted by the National Geodetic Survey in February 1996..
 BZ1348
 BZ1348.The orthometric height was scaled from a topographic map.
 BZ1348
 BZ1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1348
 BZ1348.The geoid height was determined by GEOID03.
 BZ1348
 BZ1348;                    North         East     Units Scale Factor Converg.
 BZ1348;SPC TX C     - 3,154,492.693   936,138.311   MT  0.99988193   +1 16 27.3
 BZ1348;SPC TX C     -10,349,364.78  3,071,313.78   sFT  0.99988193   +1 16 27.3
 BZ1348;UTM  14      - 3,434,219.652   608,855.178   MT  0.99974616   +0 35 17.4
 BZ1348
 BZ1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1348!SPC TX C     -   0.99994715  x   0.99988193  =   0.99982909
 BZ1348!UTM  14      -   0.99994715  x   0.99974616  =   0.99969332
 BZ1348
 BZ1348|---------------------------------------------------------------------|
 BZ1348| PID    Reference Object                     Distance      Geod. Az  |
 BZ1348|                                                           dddmmss.s |
 BZ1348| CV5261 IVY RM 1                              5.298 METERS 12818     |
 BZ1348| CV5262 IVY RM 2                              5.444 METERS 22112     |
 BZ1348| CV5260 IVY AZ MK                                          3251635.5 |
 BZ1348|---------------------------------------------------------------------|
 BZ1348
 BZ1348                          SUPERSEDED SURVEY CONTROL
 BZ1348
 BZ1348  NAD 83(1986)-  31 02 11.86057(N)    097 51 33.64345(W) AD(       ) 1
 BZ1348  NAD 27      -  31 02 11.22700(N)    097 51 32.56800(W) AD(       ) 1
 BZ1348
 BZ1348.Superseded values are not recommended for survey control.
 BZ1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1348.See file dsdata.txt to determine how the superseded data were derived.
 BZ1348
 BZ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV0885534220(NAD 83)
 BZ1348_MARKER: DD = SURVEY DISK
 BZ1348_SETTING: 66 = SET IN ROCK OUTCROP
 BZ1348
 BZ1348  HISTORY     - Date     Condition        Report By
 BZ1348  HISTORY     - 1947     MONUMENTED       USGS
 BZ1348  HISTORY     - 1952     GOOD             CGS
 BZ1348  HISTORY     - 1952     GOOD             AMS
 BZ1348  HISTORY     - 1957     GOOD             AMS
 BZ1348  HISTORY     - 1957     GOOD             AMS
 BZ1348  HISTORY     - 1962     GOOD             USE
 BZ1348  HISTORY     - 1965     GOOD             CGS
 BZ1348
 BZ1348                          STATION DESCRIPTION
 BZ1348
 BZ1348'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (WIM)
 BZ1348'REFERENCE MARKS 1 AND 2 AND STATION DRILL HOLE WERE LOCATED IN
 BZ1348'OUTCROPPING BEDROCK.  THE BRONZE DISK HAD BEEN REMOVED FROM THE
 BZ1348'STATION.
 BZ1348'
 BZ1348'A STANDARD U.S. GEOLOGICAL SURVEY DISK WAS SET IN THE ORIGINAL
 BZ1348'STATION DRILL HOLE.  IT WAS STAMPED IVY RESET 1947.
 BZ1348
 BZ1348                          STATION RECOVERY (1952)
 BZ1348
 BZ1348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 BZ1348'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 BZ1348'THE DESCRIPTION IS ADEQUATE.  THE AZIMUTH MARK WAS NOT SEARCHED
 BZ1348'FOR.
 BZ1348
 BZ1348                          STATION RECOVERY (1952)
 BZ1348
 BZ1348'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 BZ1348'STATION WAS RECOVERED AS DESCRIBED.
 BZ1348
 BZ1348                          STATION RECOVERY (1957)
 BZ1348
 BZ1348'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1348'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 BZ1348'DESCRIBED.
 BZ1348
 BZ1348                          STATION RECOVERY (1957)
 BZ1348
 BZ1348'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1348'STATION RECOVERED AS DESCRIBED FLUSHED WITH BEDROCK.  IT IS 29
 BZ1348'FEET N OF N EDGE OF TREE LINE, 10 FEET E OF W EDGE OF HILL, 57
 BZ1348'FEET S OF N EDGE OF HILL, 105 FEET SE OF NE EDGE OF HILL, 17.4
 BZ1348'FEET W OF REFERENCE MARK NO. 1 AND 17.8 FEET NE OF REFERENCE MARK
 BZ1348'NO. 2.  THE STATION IS STAMPED IVY RESET 1947.
 BZ1348
 BZ1348                          STATION RECOVERY (1962)
 BZ1348
 BZ1348'RECOVERY NOTE BY US ENGINEERS 1962
 BZ1348'STATION RECOVERED.  STATION IS APPROXIMATELY 10 METERS SOUTH OF
 BZ1348'NORTH EDGE OF HILL, A USC AND GS BRONZE DISK SET IN BEDROCK
 BZ1348'OUTCROP, STAMPED IVY RESET 1947.
 BZ1348'
 BZ1348'FROM JUNCTION OF GRAVEL ROAD WITH IVY MOUNTAIN ROAD GO SW
 BZ1348'0.15 MILE ALONG IVY MOUNTAIN ROAD TO BOARD GATE AND DIRT ROAD
 BZ1348'JOINING FROM SE, THEN SE ALONG DIRT ROAD APPROXIMATELY 0.6 MILE
 BZ1348'THEN EAST APPROXIMATELY 300 METERS TO NORTH RIDGE OF SOUTHERLY
 BZ1348'HILL OF TWIN HILLS AND STATION SITE.
 BZ1348
 BZ1348                          STATION RECOVERY (1965)
 BZ1348
 BZ1348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WHB)
 BZ1348'STATION MARK STAMPED IVY RESET 1947, A USGS DISK, R.M. 1, R.M. 2,
 BZ1348'AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  DESCRIPTION
 BZ1348'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7100 ***********************************************************************
 AW7100  SACS        -  This is a Secondary Airport Control Station.
 AW7100  DESIGNATION -  IWS D
 AW7100  PID         -  AW7100
 AW7100  STATE/COUNTY-  TX/HARRIS
 AW7100  USGS QUAD   -  ADDICKS (1995)
 AW7100
 AW7100                         *CURRENT SURVEY CONTROL
 AW7100  ___________________________________________________________________
 AW7100* NAD 83(1993)-  29 49 02.77810(N)    095 40 23.47460(W)     ADJUSTED  
 AW7100* NAVD 88     -        33.14   (meters)     108.7    (feet)  GPS OBS   
 AW7100  ___________________________________________________________________
 AW7100  X           -    -547,488.718 (meters)                     COMP
 AW7100  Y           -  -5,511,224.834 (meters)                     COMP
 AW7100  Z           -   3,152,834.507 (meters)                     COMP
 AW7100  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW7100  ELLIP HEIGHT-           5.48  (meters)          (02/02/01) GPS OBS
 AW7100  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AW7100
 AW7100  HORZ ORDER  -  FIRST
 AW7100  ELLP ORDER  -  FOURTH    CLASS II
 AW7100
 AW7100.This mark is at West Houston (IWS) Airport (IWS)
 AW7100
 AW7100.The horizontal coordinates were established by GPS observations
 AW7100.and adjusted by the National Geodetic Survey in February 1997..
 AW7100
 AW7100.The orthometric height was determined by GPS observations and a
 AW7100.high-resolution geoid model.
 AW7100
 AW7100.GPS derived orthometric heights for airport stations designated as
 AW7100.PACS or SACS are published to 2 decimal places.  This maintains
 AW7100.centimeter relative accuracy between the PACS and SACS.  It does
 AW7100.not indicate centimeter accuracy relative to other marks which are
 AW7100.part of the NAVD 88 network.
 AW7100
 AW7100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7100
 AW7100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7100
 AW7100.The ellipsoidal height was determined by GPS observations
 AW7100.and is referenced to NAD 83.
 AW7100
 AW7100.The geoid height was determined by GEOID03.
 AW7100
 AW7100;                    North         East     Units Scale Factor Converg.
 AW7100;SPC TXSC     - 4,224,466.708   921,501.699   MT  0.99989859   +1 37 47.5
 AW7100;SPC TXSC     -13,859,771.19  3,023,293.49   sFT  0.99989859   +1 37 47.5
 AW7100;UTM  15      - 3,301,554.342   241,658.941   MT  1.00042353   -1 19 47.8
 AW7100
 AW7100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7100!SPC TXSC     -   0.99999914  x   0.99989859  =   0.99989773
 AW7100!UTM  15      -   0.99999914  x   1.00042353  =   1.00042267
 AW7100
 AW7100:                Primary Azimuth Mark                     Grid Az
 AW7100:SPC TXSC     -  R 1499                                   133 04 56.0
 AW7100:UTM  15      -  R 1499                                   136 02 31.3
 AW7100
 AW7100|---------------------------------------------------------------------|
 AW7100| PID    Reference Object                     Distance      Geod. Az  |
 AW7100|                                                           dddmmss.s |
 AW7100| AW5448 R 1499                              476.838 METERS 1344243.5 |
 AW7100| AW7102 T86 B                               APPROX. 0.5 KM 3351402.6 |
 AW7100|---------------------------------------------------------------------|
 AW7100
 AW7100                          SUPERSEDED SURVEY CONTROL
 AW7100
 AW7100  ELLIP H (02/21/97)    5.63   (m)                       GP(       ) 4 2
 AW7100  NAD 83(1993)-  29 49 02.77750(N)    095 40 23.47546(W) AD(       ) 2
 AW7100  ELLIP H (02/16/96)    5.55   (m)                       GP(       ) 5 1
 AW7100  NAD 83(1986)-  29 49 02.79223(N)    095 40 23.45739(W) AD(       ) 2
 AW7100  NGVD 29 (03/26/93)   33.1    (m)          109.     (f) GPS OBS        
 AW7100
 AW7100.Superseded values are not recommended for survey control.
 AW7100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7100.See file dsdata.txt to determine how the superseded data were derived.
 AW7100
 AW7100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4165901554(NAD 83)
 AW7100_MARKER: DD = SURVEY DISK
 AW7100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW7100_SP_SET: AERIAL STROBE LIGHT FOUNDATION
 AW7100_STAMPING: IWS D 1992
 AW7100_MARK LOGO: NOS   
 AW7100_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7100+STABILITY: SURFACE MOTION
 AW7100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7100+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 AW7100
 AW7100  HISTORY     - Date     Condition        Report By
 AW7100  HISTORY     - 1992     MONUMENTED       NOS
 AW7100  HISTORY     - 19941203 GOOD             NGS
 AW7100  HISTORY     - 20040714 GOOD             USPSQD
 AW7100
 AW7100                          STATION DESCRIPTION
 AW7100
 AW7100'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 AW7100'THE STATION IS LOCATED ON THE WEST SIDE 0F HOUSTON AT THE WEST HOUSTON
 AW7100'AIRPORT AT ABOUT MIDFIELD ON THE WEST SIDE OF THE MAIN
 AW7100'NORTHWEST-SOUTHEAST TAXIWAY IN A GRASSY MEDIAN BETWEEN TAXIWAYS
 AW7100'FOXTROT AND GOLF ABOUT 150.0 M (492.1 FT) NNW OF THE AIRPORT TERMINAL
 AW7100'IN THE NORTHEAST CORNER OF A 1.O M SQUARE CONCRETE SLAB FOUNDATION OF
 AW7100'AN AERIAL STROBE LIGHT.
 AW7100'TO REACH THE STATION CONTACT THE AIRPORT MANAGER IN THE MAIN TERMINAL
 AW7100'BUILDING FOR PERMISSION AND INSTRUCTIONS FOR ACCESSING THE CONTROLLED
 AW7100'MOVEMENT AREAS OF THE AIRFIELD.
 AW7100'THE STATION MARK IS A NOS BRONZE DISK STAMPED---IWS D 1992---,SET IN A
 AW7100'IN A DRILL HOLE IN A CONCRETE SLAB FOUNDATION FLUSH WITH GROUND LEVEL
 AW7100'IT IS, ABOUT 94.00 M (308.40 FT) NORTHWEST OF THE CENTERLINE OF
 AW7100'TAXIWAY GOLF, 8.2 M (26.9 FT) NORTHEAST OF THE CENTER OF A DRAINAGE
 AW7100'DITCH, 29.70 M (97.44 FT) SOUTHEAST OF THE CENTERLINE OF TAXIWAY
 AW7100'FOXTROT, 25.7 M (84.3 FT) SOUTHWEST OF THE CENTERLINE OF THE MAIN
 AW7100'NORTHWEST-SOUTHEAST TAXIWAY, 16.115 M (52.871 FT) WEST OF THE FIRST
 AW7100'TAXIWAY LIGHT SOUTH OF THE JUNCTION OF TAXIWAY FOXTROT AND THE MAIN
 AW7100'NORTHWEST-SOUTHEAST TAXIWAY ON THE WEST SIDE AND 0.699 M (2.293 FT)
 AW7100'NORTHEAST OF THE 2 INCH DIAMETER PIPESTEM OF THE FLANGE TOPPED STROBE
 AW7100'LIGHT. TAXIWAY LIGHT NORTH OF THE JUNCTION OF TAXIWAY BRAVO AND THE
 AW7100'PARALLEL TAXIWAY ON THE WEST SIDE.
 AW7100
 AW7100                          STATION RECOVERY (1994)
 AW7100
 AW7100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAZ)
 AW7100'RECOVERED AS DESCRIBED, WITH ADDITIONAL COMMENTS.  TO REACH THE
 AW7100'STATION AT THE WEST HOUSTON AIRPORT, PROCEED THROUGH THE GATE LOCATED
 AW7100'ON THE SOUTHEAST SIDE OF THE TERMINAL BUILDING (CYPHER LOCK NUMBER IS
 AW7100'1492) AND PROCEED EAST ON THE PARKING RAMP FOR 0.1 MI (0.2 KM) TO THE
 AW7100'PARALLEL TAXIWAY, TURN LEFT (NORTHWEST) ONTO THE TAXIWAY AND CONTINUE
 AW7100'NORTHWEST ON TAXIWAY FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT
 AW7100'ADJACENT TO AERIAL STROBE LIGHT AND BETWEEN STUB TAXIWAYS F AND G.
 AW7100'THIS MARK IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 AW7100
 AW7100                          STATION RECOVERY (2004)
 AW7100
 AW7100'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0345 ***********************************************************************
 AB0345  DESIGNATION -  J
 AB0345  PID         -  AB0345
 AB0345  STATE/COUNTY-  TX/CAMERON
 AB0345  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0345
 AB0345                         *CURRENT SURVEY CONTROL
 AB0345  ___________________________________________________________________
 AB0345* NAD 83(1993)-  26 01 05.00094(N)    097 15 08.31216(W)     ADJUSTED  
 AB0345* NAVD 88     -         1.185  (meters)       3.89   (feet)  ADJUSTED  
 AB0345  ___________________________________________________________________
 AB0345  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AB0345  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB0345  DYNAMIC HT  -           1.184 (meters)       3.88  (feet)  COMP
 AB0345  MODELED GRAV-     979,060.2   (mgal)                       NAVD 88
 AB0345
 AB0345  HORZ ORDER  -  SECOND
 AB0345  VERT ORDER  -  SECOND    CLASS 0
 AB0345
 AB0345.The horizontal coordinates were established by classical geodetic methods
 AB0345.and adjusted by the National Geodetic Survey in February 1996..
 AB0345
 AB0345.The orthometric height was determined by differential leveling
 AB0345.and adjusted by the National Geodetic Survey in June 1991..
 AB0345
 AB0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0345
 AB0345.The geoid height was determined by GEOID03.
 AB0345
 AB0345.The dynamic height is computed by dividing the NAVD 88
 AB0345.geopotential number by the normal gravity value computed on the
 AB0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0345.degrees latitude (g = 980.6199 gals.).
 AB0345
 AB0345.The modeled gravity was interpolated from observed gravity values.
 AB0345
 AB0345;                    North         East     Units Scale Factor Converg.
 AB0345;SPC TX S     - 5,039,550.131   424,899.932   MT  1.00004075   +0 33 59.3
 AB0345;SPC TX S     -16,533,924.05  1,394,025.86   sFT  1.00004075   +0 33 59.3
 AB0345;UTM  14      - 2,878,853.718   674,894.902   MT  0.99997769   +0 46 00.6
 AB0345
 AB0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0345!SPC TX S     -   1.00000317  x   1.00004075  =   1.00004393
 AB0345!UTM  14      -   1.00000317  x   0.99997769  =   0.99998086
 AB0345
 AB0345:                Primary Azimuth Mark                     Grid Az
 AB0345:SPC TX S     -  PORT ISABEL MUNICIPAL TANK               031 51 02.0
 AB0345:UTM  14      -  PORT ISABEL MUNICIPAL TANK               031 39 00.7
 AB0345
 AB0345|---------------------------------------------------------------------|
 AB0345| PID    Reference Object                     Distance      Geod. Az  |
 AB0345|                                                           dddmmss.s |
 AB0345| AB1499 PORT ISABEL MUNICIPAL TANK          APPROX. 5.8 KM 0322501.3 |
 AB0345| AB1507 NO 21 PLUS 000 USE 1939             APPROX. 4.1 KM 0623035.8 |
 AB0345| AB1539 NO 34 PLUS 207.99 USE 1939           67.858 METERS 06257     |
 AB0345| AB0346 J RM 2                              213.380 METERS 18910     |
 AB0345| AB1370 PORT BROWNSVILLE MUNICIPAL TK       APPROX.16.8 KM 2442351.7 |
 AB0345|---------------------------------------------------------------------|
 AB0345
 AB0345                          SUPERSEDED SURVEY CONTROL
 AB0345
 AB0345  NAD 83(1986)-  26 01 05.01504(N)    097 15 08.26431(W) AD(       ) 2
 AB0345  NAD 27      -  26 01 03.72700(N)    097 15 07.35300(W) AD(       ) 2
 AB0345  NGVD 29 (??/??/92)    1.29   (m)            4.2    (f) COMPUTED    2 0
 AB0345
 AB0345.Superseded values are not recommended for survey control.
 AB0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0345.See file dsdata.txt to determine how the superseded data were derived.
 AB0345
 AB0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP7489578854(NAD 83)
 AB0345_MARKER: Z = SEE DESCRIPTION
 AB0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0345_SP_SET: CONCRETE MASS
 AB0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0345
 AB0345  HISTORY     - Date     Condition        Report By
 AB0345  HISTORY     - 1939     MONUMENTED       USE
 AB0345  HISTORY     - 1942     GOOD             CGS
 AB0345  HISTORY     - 1942     GOOD             NGS
 AB0345  HISTORY     - 1949     GOOD             CGS
 AB0345  HISTORY     - 1949     GOOD             NGS
 AB0345
 AB0345                          STATION DESCRIPTION
 AB0345
 AB0345'DESCRIBED BY US ENGINEERS 1939 (PLB)
 AB0345'STATION IS LOCATED ABOUT 4-3/4 MILES SW OF PORT ISABEL AND
 AB0345'ABOUT 10-1/2 MILES NE OF PORT BROWNSVILLE, 400 FEET SE OF
 AB0345'BROWNSVILLE SHIP CHANNEL CENTER LINE ON A REFERENCE LINE
 AB0345'SURVEY FOR THE CHANNEL AT POINT OF TANGENT OF CURVE 250 FEET
 AB0345'SE OF THE S BANK OF THE CHANNEL, 45 FEET E OF CENTER OF OLD
 AB0345'BOCA CHICA CUT-OFF ROAD, 58 FEET SE OF A CATTLE GUARD AND
 AB0345'5 FEET N OF A RAILROAD TIE POST.
 AB0345'
 AB0345'STATION MARK IS A MASS OF CONCRETE 18 INCHES IN DIAMETER
 AB0345'WITH A 2-INCH DEPRESSION AT THE CENTER WITH A COPPER PLUG
 AB0345'PROJECTING 1/4 INCH FROM THE DEPRESSION.  THE TOP OF THE
 AB0345'CONCRETE IS INSCRIBED U.S.E.D. J.
 AB0345'
 AB0345'THE REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 AB0345'
 AB0345'ONE REFERENCE MARK WAS ESTABLISHED AND MARKED
 AB0345'NO. 2, 1939, U.S.E.D. J.
 AB0345'
 AB0345'AZIMUTH MARK IS U.S.E.D. NO. 21 MARKED 21+000, AND IS 14000 FEET
 AB0345'E OF STATION.
 AB0345'
 AB0345'STATION IS REACHED AS FOLLOWS--FROM THE N END OF THE RIO GRANDE
 AB0345'RIVER BRIDGE AT BROWNSVILLE, GO NE ON 14TH STREET (STATE
 AB0345'HIGHWAY 4) 2.3 MILES TO THE JUNCTION OF STATE HIGHWAY 48
 AB0345'AT CROSSROADS, TURN RIGHT AND GO E ON STATE HIGHWAY 4 (ON
 AB0345'THE ROAD TO BOCA CHICA) 12.0 MILES TO A DIRT ROAD LEADING
 AB0345'N JUST W OF GUARD RAIL ON THE N SIDE OF THE ROAD, TURN LEFT
 AB0345'(N) AND GO N AND NE 3.0 MILES TO A FORK, TAKE RIGHT FORK
 AB0345'AND GO 1.6 MILES TO THE STATION.
 AB0345'
 AB0345'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 AB0345
 AB0345                          STATION RECOVERY (1942)
 AB0345
 AB0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CJB)
 AB0345'STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 AB0345'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 AB0345'NOT SEARCHED FOR BY FIELD PARTIES.
 AB0345'
 AB0345'STATION IS ABOUT 115.0 FEET S OF THE S BANK OF THE BROWNSVILLE
 AB0345'SHIP CHANNEL NEAR THE POINT WHERE THE OLD BOCA CHICA CUT-OFF
 AB0345'ROAD MEETS THE CHANNEL, 45.0 FEET E OF THE CENTER LINE OF
 AB0345'THE CUT-OFF ROAD AND 4.0 FEET N OF A 4- BY 4-INCH WOODEN
 AB0345'MARKER POST MARKED P I.  IT IS THE TOP OF A COPPER PLUG
 AB0345'SET IN A MASS OF CONCRETE ABOUT 1.8 FEET IN DIAMETER AND
 AB0345'THE LETTERS U S E J INSCRIBED IN THE CONCRETE.
 AB0345'
 AB0345'REFERENCE MARK (U.S.E. P.C. 3420799) IS 222.6 FEET E OF THE
 AB0345'STATION J, ABOUT 115.0 FEET S OF THE S BANK OF THE CHANNEL
 AB0345'AND 4.0 FEET N OF A WOODEN MARKER POST.  IT IS A U.S.E. DISK
 AB0345'SET IN CONCRETE POST PROJECTING ABOUT 0.6 FOOT.  IT IS STAMPED
 AB0345'P.C. 3420799.
 AB0345'
 AB0345'REFERENCE MARK NO. 2 (NOTE 11B) IS ABOUT 340.0 FEET S OF
 AB0345'THE S BANK OF THE CHANNEL, 213.0 FEET S OF STATION J AND
 AB0345'27.0 FEET E OF THE CENTER LINE OF THE CUT-OFF ROAD.  IT IS
 AB0345'STAMPED J NO. 2 1939 USE J.  THE MONUMENT PROJECTS 0.8 FOOT.
 AB0345
 AB0345                          STATION RECOVERY (1942)
 AB0345
 AB0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AB0345'19.7 MI NE FROM BROWNSVILLE.
 AB0345'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0345'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0345'HIGHWAY NUMBER 4, GO 15.0 MILES.  TURN NORTHERLY LEFT ONTO TRACK ROAD
 AB0345'(OLD BOCA CHICA CUTOFF) AND GO 4.7 MILES TO THE BROWNSVILLE SHIP
 AB0345'CHANNEL AND SITE OF BENCH MARK.  BENCH MARK IS A MASS OF CONCRETE
 AB0345'ABOUT 1.8 FEET IN DIAMETER WITH COPPER PLUG IN THE CENTER AND THE
 AB0345'LETTERS U.S.E.D. J INSCRIBED IN THE CONCRETE.  IT IS 222.6 FEET WEST
 AB0345'OF R.M. (U.S.E. P.C. 3420799).  213 FEET NORTH OF REFERENCE MARK
 AB0345'NUMBER 2.  ABOUT 115 FEET SOUTH OF THE SOUTH BANK OF THE CHANNEL.  45
 AB0345'FEET EAST OF THE CENTERLINE OF THE OLD ROAD.  AND 4.0 FEET NORTH OF A
 AB0345'WOODEN MARKER POST MARKER P.I.
 AB0345
 AB0345                          STATION RECOVERY (1949)
 AB0345
 AB0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB0345'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD
 AB0345'CONDITION.  1939 AND 1942 DESCRIPTIONS ADEQUATE, HOWEVER,
 AB0345'AZIMUTH MARK CANNOT BE SEEN FROM GROUND AT STATION.  R.M. 2
 AB0345'IS STAMPED J NO 2 1939 USE J.
 AB0345
 AB0345                          STATION RECOVERY (1949)
 AB0345
 AB0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0749 ***********************************************************************
 DN0749  DESIGNATION -  J
 DN0749  PID         -  DN0749
 DN0749  STATE/COUNTY-  TX/WISE
 DN0749  USGS QUAD   -  ALVORD (1976)
 DN0749
 DN0749                         *CURRENT SURVEY CONTROL
 DN0749  ___________________________________________________________________
 DN0749* NAD 83(1986)-  33 21 32.     (N)    097 41 34.     (W)     SCALED    
 DN0749* NAVD 88     -       270.099  (meters)     886.15   (feet)  ADJUSTED  
 DN0749  ___________________________________________________________________
 DN0749  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DN0749  DYNAMIC HT  -         269.795 (meters)     885.15  (feet)  COMP
 DN0749  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 DN0749
 DN0749  VERT ORDER  -  FIRST     CLASS II
 DN0749
 DN0749.The horizontal coordinates were scaled from a topographic map and have
 DN0749.an estimated accuracy of +/- 6 seconds.
 DN0749
 DN0749.The orthometric height was determined by differential leveling
 DN0749.and adjusted by the National Geodetic Survey in June 1991..
 DN0749
 DN0749.The geoid height was determined by GEOID03.
 DN0749
 DN0749.The dynamic height is computed by dividing the NAVD 88
 DN0749.geopotential number by the normal gravity value computed on the
 DN0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0749.degrees latitude (g = 980.6199 gals.).
 DN0749
 DN0749.The modeled gravity was interpolated from observed gravity values.
 DN0749
 DN0749;                    North         East    Units  Estimated Accuracy
 DN0749;SPC TXNC     - 2,187,940.      675,120.      MT  (+/- 180 meters Scaled)
 DN0749
 DN0749                          SUPERSEDED SURVEY CONTROL
 DN0749
 DN0749  NGVD 29 (??/??/92)  270.011  (m)          885.86   (f) ADJ UNCH    1 2
 DN0749
 DN0749.Superseded values are not recommended for survey control.
 DN0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0749.See file dsdata.txt to determine how the superseded data were derived.
 DN0749
 DN0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB216918(NAD 83)
 DN0749_MARKER: B = BOLT
 DN0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0749_SP_SET: BUILDING
 DN0749_MARK LOGO: CGS   
 DN0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0749
 DN0749  HISTORY     - Date     Condition        Report By
 DN0749  HISTORY     - UNK      MONUMENTED       CGS
 DN0749  HISTORY     - 1952     GOOD             NGS
 DN0749  HISTORY     - 1984     GOOD             NGS
 DN0749  HISTORY     - 19970927 GOOD             USPSQD
 DN0749
 DN0749                          STATION DESCRIPTION
 DN0749
 DN0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0749'IN ALVORD.
 DN0749'AT ALVORD, SET VERTICALLY IN THE EAST SIDE OF THE STONE COLUMN AT THE
 DN0749'NORTHEAST CORNER OF THE ALVORD NATIONAL BANK BUILDING, 0.8 FOOT SOUTH
 DN0749'OF THE NORTHEAST CORNER OF THE BUILDING, 3.4 FEET ABOVE THE SIDEWALK.
 DN0749
 DN0749                          STATION RECOVERY (1984)
 DN0749
 DN0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0749'RECOVERED IN GOOD CONDITION.
 DN0749
 DN0749                          STATION RECOVERY (1997)
 DN0749
 DN0749'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0040 ***********************************************************************
 AB0040  DESIGNATION -  J 10
 AB0040  PID         -  AB0040
 AB0040  STATE/COUNTY-  TX/CAMERON
 AB0040  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0040
 AB0040                         *CURRENT SURVEY CONTROL
 AB0040  ___________________________________________________________________
 AB0040* NAD 83(1986)-  25 55 00.     (N)    097 25 22.     (W)     SCALED    
 AB0040* NAVD 88     -         6.719  (meters)      22.04   (feet)  ADJUSTED  
 AB0040  ___________________________________________________________________
 AB0040  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 AB0040  DYNAMIC HT  -           6.708 (meters)      22.01  (feet)  COMP
 AB0040  MODELED GRAV-     979,035.4   (mgal)                       NAVD 88
 AB0040
 AB0040  VERT ORDER  -  SECOND    CLASS 0
 AB0040
 AB0040.The horizontal coordinates were scaled from a topographic map and have
 AB0040.an estimated accuracy of +/- 6 seconds.
 AB0040
 AB0040.The orthometric height was determined by differential leveling
 AB0040.and adjusted by the National Geodetic Survey in June 1991..
 AB0040
 AB0040.The geoid height was determined by GEOID03.
 AB0040
 AB0040.The dynamic height is computed by dividing the NAVD 88
 AB0040.geopotential number by the normal gravity value computed on the
 AB0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0040.degrees latitude (g = 980.6199 gals.).
 AB0040
 AB0040.The modeled gravity was interpolated from observed gravity values.
 AB0040
 AB0040;                    North         East    Units  Estimated Accuracy
 AB0040;SPC TX S     - 5,028,160.      407,930.      MT  (+/- 180 meters Scaled)
 AB0040
 AB0040                          SUPERSEDED SURVEY CONTROL
 AB0040
 AB0040  NGVD 29 (??/??/92)    6.813  (m)           22.35   (f) ADJ UNCH    2 0
 AB0040
 AB0040.Superseded values are not recommended for survey control.
 AB0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0040.See file dsdata.txt to determine how the superseded data were derived.
 AB0040
 AB0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP579674(NAD 83)
 AB0040_MARKER: DD = SURVEY DISK
 AB0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0040_SP_SET: GATE BOX
 AB0040_STAMPING: J 10 22.33
 AB0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0040
 AB0040  HISTORY     - Date     Condition        Report By
 AB0040  HISTORY     - UNK      MONUMENTED
 AB0040  HISTORY     - 1963     GOOD             NGS
 AB0040  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0040
 AB0040                          STATION DESCRIPTION
 AB0040
 AB0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0040'3.8 MI NE FROM BROWNSVILLE.
 AB0040'1.0 MILE NORTHEAST AND 2.8 MILES EAST ALONG STATE HIGHWAY 4 FROM THE
 AB0040'INTERSECTION OF SOUTHMOST ROAD AT BROWNSVILLE, CAMERON COUNTY, 0.3
 AB0040'MILE WEST OF THE NORTHEAST CORNER OF RIO GRANDE VALLEY INTERNATIONAL
 AB0040'AIRPORT (FORMERLY BROWNSVILLE AIRPORT), AT THE T-JUNCTION OF DAKOTA
 AB0040'AVENUE LEADING NORTH, 36 FEET WEST OF THE CENTER LINE OF THE AVENUE,
 AB0040'36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT A CONCRETE GATE
 AB0040'BOX FOR AN IRRIGATION DITCH, IN THE CENTER OF THE TOP OF THE SOUTH
 AB0040'SIDE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A CAMERON
 AB0040'COUNTY STANDARD DISK, STAMPED J 10 22.33.
 AB0040
 AB0040                          STATION RECOVERY (1990)
 AB0040
 AB0040'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0710 ***********************************************************************
 AY0710  DESIGNATION -  J 10
 AY0710  PID         -  AY0710
 AY0710  STATE/COUNTY-  TX/BEXAR
 AY0710  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0710
 AY0710                         *CURRENT SURVEY CONTROL
 AY0710  ___________________________________________________________________
 AY0710* NAD 83(1986)-  29 29 27.     (N)    098 36 43.     (W)     SCALED    
 AY0710* NAVD 88     -       253.96   (+/-2cm)     833.2    (feet)  VERTCON   
 AY0710  ___________________________________________________________________
 AY0710  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AY0710
 AY0710  VERT ORDER  -  THIRD (See Below)
 AY0710
 AY0710.The horizontal coordinates were scaled from a topographic map and have
 AY0710.an estimated accuracy of +/- 6 seconds.
 AY0710
 AY0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0710.The vertical order pertains to the NGVD 29 superseded value.
 AY0710
 AY0710.The geoid height was determined by GEOID03.
 AY0710
 AY0710;                    North         East    Units  Estimated Accuracy
 AY0710;SPC TXSC     - 4,183,760.      637,630.      MT  (+/- 180 meters Scaled)
 AY0710
 AY0710                          SUPERSEDED SURVEY CONTROL
 AY0710
 AY0710  NGVD 29 (01/29/03)  253.83   (m)          832.8    (f) RESET       3  
 AY0710
 AY0710.Superseded values are not recommended for survey control.
 AY0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0710.See file dsdata.txt to determine how the superseded data were derived.
 AY0710
 AY0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT376624(NAD 83)
 AY0710_MARKER: DB = BENCH MARK DISK
 AY0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0710_SP_SET: SHAFT
 AY0710_STAMPING: J 10 832.787
 AY0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0710
 AY0710  HISTORY     - Date     Condition        Report By
 AY0710  HISTORY     - UNK      MONUMENTED       TXHD
 AY0710  HISTORY     - 1970     GOOD             NGS
 AY0710  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0710
 AY0710                          STATION DESCRIPTION
 AY0710
 AY0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY0710'1.0 MI NW FROM SAN ANTONIO.
 AY0710'ABOUT 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION WITH
 AY0710'INTERSTATE 410 IN THE NORTHERN PART OF SAN ANTONIO TO SITE OF BENCH
 AY0710'MARK.  0.15 MILE SOUTHEAST OF HUEBNER CREEK, 87 FEET NORTHEAST OF THE
 AY0710'HIGHWAY CENTER LINE, BETWEEN TWO 4 X 4 IN. WOODEN WITNESS POSTS, AND
 AY0710'AT HIGHWAY STATION 100 + 00.  A TEXAS HIGHWAY DEPARTMENT BRONZE DISK
 AY0710'SET ON TOP OF AN IRON ROD IN A 16 FEET CONCRETE SHAFT. THE MARK IS 10
 AY0710'IN. IN DIAMETER AND FLUSH WITH THE SURFACE OF GROUND.
 AY0710
 AY0710                          STATION RECOVERY (1999)
 AY0710
 AY0710'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2329 ***********************************************************************
 CS2329  DESIGNATION -  J 10
 CS2329  PID         -  CS2329
 CS2329  STATE/COUNTY-  TX/PARKER
 CS2329  USGS QUAD   -  ALEDO (1981)
 CS2329
 CS2329                         *CURRENT SURVEY CONTROL
 CS2329  ___________________________________________________________________
 CS2329* NAD 83(1986)-  32 41 45.     (N)    097 36 06.     (W)     SCALED    
 CS2329* NAVD 88     -       270.826  (meters)     888.53   (feet)  ADJUSTED  
 CS2329  ___________________________________________________________________
 CS2329  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CS2329  DYNAMIC HT  -         270.501 (meters)     887.47  (feet)  COMP
 CS2329  MODELED GRAV-     979,431.1   (mgal)                       NAVD 88
 CS2329
 CS2329  VERT ORDER  -  FIRST     CLASS II
 CS2329
 CS2329.The horizontal coordinates were scaled from a topographic map and have
 CS2329.an estimated accuracy of +/- 6 seconds.
 CS2329
 CS2329.The orthometric height was determined by differential leveling
 CS2329.and adjusted by the National Geodetic Survey in June 1991..
 CS2329
 CS2329.The geoid height was determined by GEOID03.
 CS2329
 CS2329.The dynamic height is computed by dividing the NAVD 88
 CS2329.geopotential number by the normal gravity value computed on the
 CS2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2329.degrees latitude (g = 980.6199 gals.).
 CS2329
 CS2329.The modeled gravity was interpolated from observed gravity values.
 CS2329
 CS2329;                    North         East    Units  Estimated Accuracy
 CS2329;SPC TXNC     - 2,114,480.      684,230.      MT  (+/- 180 meters Scaled)
 CS2329
 CS2329                          SUPERSEDED SURVEY CONTROL
 CS2329
 CS2329  NGVD 29 (??/??/92)  270.77   (m)          888.4    (f) COMPUTED    1 2
 CS2329
 CS2329.Superseded values are not recommended for survey control.
 CS2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2329.See file dsdata.txt to determine how the superseded data were derived.
 CS2329
 CS2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB310184(NAD 83)
 CS2329_MARKER: Z = SEE DESCRIPTION
 CS2329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2329_SP_SET: LIMESTONE POST
 CS2329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2329
 CS2329  HISTORY     - Date     Condition        Report By
 CS2329  HISTORY     - UNK      MONUMENTED       CGS
 CS2329  HISTORY     - 1947     GOOD             NGS
 CS2329  HISTORY     - 1983     MARK NOT FOUND   NGS
 CS2329  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2329
 CS2329                          STATION DESCRIPTION
 CS2329
 CS2329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS2329'IN ALEDO.
 CS2329'AT ALEDO, ABOUT 350 FEET NORTHWEST OF THE RAILROAD STATION, ABOUT 150
 CS2329'FEET NORTH OF THE CENTER LINE OF THE RAILROAD, ABOUT 140 FEET
 CS2329'SOUTHWEST OF THE BAPTIST CHURCH, 98 FEET SOUTHEAST OF THE THIRD WHITE
 CS2329'FRAME HOUSE WEST OF THE BAPTIST CHURCH, 71 FEET SOUTH OF A WINDMILL, 4
 CS2329'FEET WEST OF A NORTH AND SOUTH WOVEN WIRE FENCE, 2 FEET NORTH OF AN
 CS2329'UNPAINTED EAST AND WEST PICKET FENCE.  A SQUARE HOLE IN THE TOP OF A
 CS2329'LIMESTONE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS2329
 CS2329                          STATION RECOVERY (1983)
 CS2329
 CS2329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2329'MARK NOT FOUND.
 CS2329
 CS2329                          STATION RECOVERY (1997)
 CS2329
 CS2329'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0418 ***********************************************************************
 BY0418  DESIGNATION -  J 100
 BY0418  PID         -  BY0418
 BY0418  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0418  USGS QUAD   -  BUCK BAY (1984)
 BY0418
 BY0418                         *CURRENT SURVEY CONTROL
 BY0418  ___________________________________________________________________
 BY0418* NAD 83(1986)-  31 08 12.     (N)    094 03 01.     (W)     SCALED    
 BY0418* NAVD 88     -        50.94   (+/-2cm)     167.1    (feet)  VERTCON   
 BY0418  ___________________________________________________________________
 BY0418  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BY0418
 BY0418  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0418
 BY0418.The horizontal coordinates were scaled from a topographic map and have
 BY0418.an estimated accuracy of +/- 6 seconds.
 BY0418
 BY0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0418.The vertical order pertains to the NGVD 29 superseded value.
 BY0418
 BY0418.The geoid height was determined by GEOID03.
 BY0418
 BY0418;                    North         East    Units  Estimated Accuracy
 BY0418;SPC TX C     - 3,179,870.    1,298,810.      MT  (+/- 180 meters Scaled)
 BY0418
 BY0418                          SUPERSEDED SURVEY CONTROL
 BY0418
 BY0418  NGVD 29 (??/??/92)   50.952  (m)          167.16   (f) ADJ UNCH    2 0
 BY0418
 BY0418.Superseded values are not recommended for survey control.
 BY0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0418.See file dsdata.txt to determine how the superseded data were derived.
 BY0418
 BY0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ998452(NAD 83)
 BY0418_MARKER: DB = BENCH MARK DISK
 BY0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0418_STAMPING: J 100 1952
 BY0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0418+STABILITY: SURFACE MOTION
 BY0418
 BY0418  HISTORY     - Date     Condition        Report By
 BY0418  HISTORY     - 1952     MONUMENTED       CGS
 BY0418
 BY0418                          STATION DESCRIPTION
 BY0418
 BY0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0418'3.85 MI SW FROM BROOKELAND.
 BY0418'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0418'BROOKELAND, THENCE 2.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 0.15
 BY0418'MILE SOUTHWEST OF A DIRT ROAD LEADING NORTH, AT THE GEORGE PAL FARM
 BY0418'HOME, 90 FEET SOUTH OF A POWER POLE, 91 FEET SOUTHEAST OF THE CENTER
 BY0418'LINE OF THE ROAD, 44 FEET WEST OF THE WEST CORNER OF THE FARMHOUSE,
 BY0418'1.5 FEET NORTHWEST OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN
 BY0418'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1033 ***********************************************************************
 AY1033  DESIGNATION -  J 1000
 AY1033  PID         -  AY1033
 AY1033  STATE/COUNTY-  TX/BEXAR
 AY1033  USGS QUAD   -  HELOTES (1992)
 AY1033
 AY1033                         *CURRENT SURVEY CONTROL
 AY1033  ___________________________________________________________________
 AY1033* NAD 83(1986)-  29 37 01.     (N)    098 43 21.     (W)     SCALED    
 AY1033* NAVD 88     -       365.810  (meters)    1200.16   (feet)  POSTED    
 AY1033  ___________________________________________________________________
 AY1033  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AY1033  DYNAMIC HT  -         365.270 (meters)    1198.39  (feet)  COMP
 AY1033  MODELED GRAV-     979,165.0   (mgal)                       NAVD 88
 AY1033
 AY1033  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY1033
 AY1033.The horizontal coordinates were scaled from a topographic map and have
 AY1033.an estimated accuracy of +/- 6 seconds.
 AY1033
 AY1033.The orthometric height was determined by differential leveling
 AY1033.and adjusted by the National Geodetic Survey in 1992..
 AY1033.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY1033.rate of 2.1 thru 3.0 mm/km.
 AY1033
 AY1033.The geoid height was determined by GEOID03.
 AY1033
 AY1033.The dynamic height is computed by dividing the NAVD 88
 AY1033.geopotential number by the normal gravity value computed on the
 AY1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1033.degrees latitude (g = 980.6199 gals.).
 AY1033
 AY1033.The modeled gravity was interpolated from observed gravity values.
 AY1033
 AY1033;                    North         East    Units  Estimated Accuracy
 AY1033;SPC TXSC     - 4,197,700.      626,870.      MT  (+/- 180 meters Scaled)
 AY1033
 AY1033                          SUPERSEDED SURVEY CONTROL
 AY1033
 AY1033  NGVD 29 (??/??/92)  365.702  (m)         1199.81   (f) ADJ UNCH    2 0
 AY1033
 AY1033.Superseded values are not recommended for survey control.
 AY1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1033.See file dsdata.txt to determine how the superseded data were derived.
 AY1033
 AY1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT268763(NAD 83)
 AY1033_MARKER: DB = BENCH MARK DISK
 AY1033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1033_SP_SET: BRIDGE ABUTMENT
 AY1033_STAMPING: J 1000 1953
 AY1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1033
 AY1033  HISTORY     - Date     Condition        Report By
 AY1033  HISTORY     - 1953     MONUMENTED       CGS
 AY1033  HISTORY     - 19850901 MARK NOT FOUND   USGS
 AY1033  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1033  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1033
 AY1033                          STATION DESCRIPTION
 AY1033
 AY1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1033'3.6 MI NW FROM HELOTES.
 AY1033'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1033'HELOTES, 18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AY1033'THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF A SMALL
 AY1033'CONCRETE BRIDGE.
 AY1033
 AY1033                          STATION RECOVERY (1985)
 AY1033
 AY1033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (RCB)
 AY1033'MARK NOT FOUND.
 AY1033
 AY1033                          STATION RECOVERY (1990)
 AY1033
 AY1033'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1033'MARK NOT FOUND.
 AY1033
 AY1033                          STATION RECOVERY (2002)
 AY1033
 AY1033'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0103 ***********************************************************************
 AY0103  DESIGNATION -  J 1001
 AY0103  PID         -  AY0103
 AY0103  STATE/COUNTY-  TX/BEXAR
 AY0103  USGS QUAD   -  LONGHORN (1992)
 AY0103
 AY0103                         *CURRENT SURVEY CONTROL
 AY0103  ___________________________________________________________________
 AY0103* NAD 83(1986)-  29 35 01.     (N)    098 28 34.     (W)     SCALED    
 AY0103* NAVD 88     -       267.101  (meters)     876.31   (feet)  POSTED    
 AY0103  ___________________________________________________________________
 AY0103  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AY0103  DYNAMIC HT  -         266.710 (meters)     875.03  (feet)  COMP
 AY0103  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 AY0103
 AY0103  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0103
 AY0103.The horizontal coordinates were scaled from a topographic map and have
 AY0103.an estimated accuracy of +/- 6 seconds.
 AY0103
 AY0103.The orthometric height was determined by differential leveling
 AY0103.and adjusted by the National Geodetic Survey in 1992..
 AY0103.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0103.rate of 1.1 thru 2.0 mm/km.
 AY0103
 AY0103.The geoid height was determined by GEOID03.
 AY0103
 AY0103.The dynamic height is computed by dividing the NAVD 88
 AY0103.geopotential number by the normal gravity value computed on the
 AY0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0103.degrees latitude (g = 980.6199 gals.).
 AY0103
 AY0103.The modeled gravity was interpolated from observed gravity values.
 AY0103
 AY0103;                    North         East    Units  Estimated Accuracy
 AY0103;SPC TXSC     - 4,194,090.      650,750.      MT  (+/- 180 meters Scaled)
 AY0103
 AY0103                          SUPERSEDED SURVEY CONTROL
 AY0103
 AY0103  NGVD 29 (??/??/92)  266.974  (m)          875.90   (f) ADJ UNCH    1 2
 AY0103
 AY0103.Superseded values are not recommended for survey control.
 AY0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0103.See file dsdata.txt to determine how the superseded data were derived.
 AY0103
 AY0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT507727(NAD 83)
 AY0103_MARKER: DB = BENCH MARK DISK
 AY0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0103_SP_SET: CULVERT
 AY0103_STAMPING: J 1001 1953
 AY0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0103
 AY0103  HISTORY     - Date     Condition        Report By
 AY0103  HISTORY     - 1953     MONUMENTED       CGS
 AY0103  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0103  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0103
 AY0103                          STATION DESCRIPTION
 AY0103
 AY0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0103'1.4 MI N FROM SAN ANTONIO.
 AY0103'1.4 MILES NORTH ALONG U.S. HIGHWAY 281 FROM ITS JUNCTION WITH BITTERS
 AY0103'ROAD AT SAN ANTONIO, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 AY0103'SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A LARGE
 AY0103'CONCRETE CULVERT.
 AY0103
 AY0103                          STATION RECOVERY (1967)
 AY0103
 AY0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0103'MARK NOT FOUND.
 AY0103
 AY0103                          STATION RECOVERY (1995)
 AY0103
 AY0103'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0125 ***********************************************************************
 AY0125  DESIGNATION -  J 1002
 AY0125  PID         -  AY0125
 AY0125  STATE/COUNTY-  TX/BEXAR
 AY0125  USGS QUAD   -  SCHERTZ (1992)
 AY0125
 AY0125                         *CURRENT SURVEY CONTROL
 AY0125  ___________________________________________________________________
 AY0125* NAD 83(1986)-  29 32 19.     (N)    098 20 15.     (W)     SCALED    
 AY0125* NAVD 88     -       248.154  (meters)     814.15   (feet)  POSTED    
 AY0125  ___________________________________________________________________
 AY0125  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AY0125  DYNAMIC HT  -         247.790 (meters)     812.96  (feet)  COMP
 AY0125  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 AY0125
 AY0125  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0125
 AY0125.The horizontal coordinates were scaled from a topographic map and have
 AY0125.an estimated accuracy of +/- 6 seconds.
 AY0125
 AY0125.The orthometric height was determined by differential leveling
 AY0125.and adjusted by the National Geodetic Survey in 1992..
 AY0125.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0125.rate of 0.0 thru 1.0 mm/km.
 AY0125
 AY0125.The geoid height was determined by GEOID03.
 AY0125
 AY0125.The dynamic height is computed by dividing the NAVD 88
 AY0125.geopotential number by the normal gravity value computed on the
 AY0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0125.degrees latitude (g = 980.6199 gals.).
 AY0125
 AY0125.The modeled gravity was interpolated from observed gravity values.
 AY0125
 AY0125;                    North         East    Units  Estimated Accuracy
 AY0125;SPC TXSC     - 4,189,170.      664,210.      MT  (+/- 180 meters Scaled)
 AY0125
 AY0125                          SUPERSEDED SURVEY CONTROL
 AY0125
 AY0125  NGVD 29 (??/??/92)  248.038  (m)          813.77   (f) ADJ UNCH    1 2
 AY0125
 AY0125.Superseded values are not recommended for survey control.
 AY0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0125.See file dsdata.txt to determine how the superseded data were derived.
 AY0125
 AY0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT641678(NAD 83)
 AY0125_MARKER: DB = BENCH MARK DISK
 AY0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0125_STAMPING: J 1002 1953
 AY0125_MARK LOGO: CGS   
 AY0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0125+STABILITY: SURFACE MOTION
 AY0125
 AY0125  HISTORY     - Date     Condition        Report By
 AY0125  HISTORY     - 1953     MONUMENTED       CGS
 AY0125  HISTORY     - 1980     GOOD             NGS
 AY0125  HISTORY     - 1989     GOOD             USPSQD
 AY0125  HISTORY     - 19990215 GOOD             USPSQD
 AY0125
 AY0125                          STATION DESCRIPTION
 AY0125
 AY0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0125'5.0 MI E FROM SAN ANTONIO.
 AY0125'3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 81 FROM THE OVERPASS OF THE
 AY0125'MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS AT SAN ANTONIO, THENCE
 AY0125'1.4 MILES SOUTHEAST ALONG EPPERWEIN ROAD, AT A JUNCTION WITH MILLER
 AY0125'ROAD, 74 FEET SOUTHWEST OF THE CENTER LINE OF EPPERWEIN ROAD, 29 FEET
 AY0125'SOUTHEAST OF THE CENTER LINE OF MILLER ROAD, 4 FEET SOUTHWEST OF A
 AY0125'POWER POLE, 2 FEET NORTHWEST OF A FENCE, 2.6 FEET NORTHEAST OF A
 AY0125'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY0125'FOOT ABOVE THE GROUND.
 AY0125
 AY0125                          STATION RECOVERY (1980)
 AY0125
 AY0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0125'RECOVERED IN GOOD CONDITION.
 AY0125
 AY0125                          STATION RECOVERY (1989)
 AY0125
 AY0125'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0125'RECOVERED IN GOOD CONDITION.
 AY0125
 AY0125                          STATION RECOVERY (1999)
 AY0125
 AY0125'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0602 ***********************************************************************
 AY0602  DESIGNATION -  J 1003
 AY0602  PID         -  AY0602
 AY0602  STATE/COUNTY-  TX/BEXAR
 AY0602  USGS QUAD   -  MARTINEZ (1992)
 AY0602
 AY0602                         *CURRENT SURVEY CONTROL
 AY0602  ___________________________________________________________________
 AY0602* NAD 83(1986)-  29 25 54.     (N)    098 19 54.     (W)     SCALED    
 AY0602* NAVD 88     -       194.601  (meters)     638.45   (feet)  ADJUSTED  
 AY0602  ___________________________________________________________________
 AY0602  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AY0602  DYNAMIC HT  -         194.318 (meters)     637.52  (feet)  COMP
 AY0602  MODELED GRAV-     979,185.3   (mgal)                       NAVD 88
 AY0602
 AY0602  VERT ORDER  -  FIRST     CLASS II
 AY0602
 AY0602.The horizontal coordinates were scaled from a topographic map and have
 AY0602.an estimated accuracy of +/- 6 seconds.
 AY0602
 AY0602.The orthometric height was determined by differential leveling
 AY0602.and adjusted by the National Geodetic Survey in June 1991..
 AY0602
 AY0602.The geoid height was determined by GEOID03.
 AY0602
 AY0602.The dynamic height is computed by dividing the NAVD 88
 AY0602.geopotential number by the normal gravity value computed on the
 AY0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0602.degrees latitude (g = 980.6199 gals.).
 AY0602
 AY0602.The modeled gravity was interpolated from observed gravity values.
 AY0602
 AY0602;                    North         East    Units  Estimated Accuracy
 AY0602;SPC TXSC     - 4,177,320.      664,840.      MT  (+/- 180 meters Scaled)
 AY0602
 AY0602                          SUPERSEDED SURVEY CONTROL
 AY0602
 AY0602  NGVD 29 (??/??/92)  194.500  (m)          638.12   (f) ADJ UNCH    1 2
 AY0602
 AY0602.Superseded values are not recommended for survey control.
 AY0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0602.See file dsdata.txt to determine how the superseded data were derived.
 AY0602
 AY0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT648559(NAD 83)
 AY0602_MARKER: DB = BENCH MARK DISK
 AY0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0602_STAMPING: J 1003 1953
 AY0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0602+STABILITY: SURFACE MOTION
 AY0602
 AY0602  HISTORY     - Date     Condition        Report By
 AY0602  HISTORY     - 1953     MONUMENTED       CGS
 AY0602  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0602
 AY0602                          STATION DESCRIPTION
 AY0602
 AY0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0602'12.7 MI E FROM SAN ANTONIO.
 AY0602'10.5 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AY0602'RAILROAD STATION AT SAN ANTONIO, THENCE 2.2 MILES SOUTH ALONG FARM
 AY0602'ROAD 1516.  ON THE OUTSIDE OF A CURVE IN THE FARM ROAD, 53 FEET EAST
 AY0602'OF THE CENTER LINE OF THE FARM ROAD, 53 FEET NORTH OF THE CENTER LINE
 AY0602'OF A ROAD LEADING WEST, 2.7 FEET SOUTHEAST OF A FENCE, 3.5 FEET
 AY0602'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0602'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0602
 AY0602                          STATION RECOVERY (1999)
 AY0602
 AY0602'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0190 ***********************************************************************
 AY0190  DESIGNATION -  J 1004
 AY0190  PID         -  AY0190
 AY0190  STATE/COUNTY-  TX/COMAL
 AY0190  USGS QUAD   -  SMITHSON VALLEY (1994)
 AY0190
 AY0190                         *CURRENT SURVEY CONTROL
 AY0190  ___________________________________________________________________
 AY0190* NAD 83(1986)-  29 48 28.     (N)    098 21 43.     (W)     SCALED    
 AY0190* NAVD 88     -       393.996  (meters)    1292.64   (feet)  ADJUSTED  
 AY0190  ___________________________________________________________________
 AY0190  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AY0190  DYNAMIC HT  -         393.426 (meters)    1290.77  (feet)  COMP
 AY0190  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 AY0190
 AY0190  VERT ORDER  -  SECOND    CLASS 0
 AY0190
 AY0190.The horizontal coordinates were scaled from a topographic map and have
 AY0190.an estimated accuracy of +/- 6 seconds.
 AY0190
 AY0190.The orthometric height was determined by differential leveling
 AY0190.and adjusted by the National Geodetic Survey in June 1991..
 AY0190
 AY0190.The geoid height was determined by GEOID03.
 AY0190
 AY0190.The dynamic height is computed by dividing the NAVD 88
 AY0190.geopotential number by the normal gravity value computed on the
 AY0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0190.degrees latitude (g = 980.6199 gals.).
 AY0190
 AY0190.The modeled gravity was interpolated from observed gravity values.
 AY0190
 AY0190;                    North         East    Units  Estimated Accuracy
 AY0190;SPC TXSC     - 4,218,990.      661,680.      MT  (+/- 180 meters Scaled)
 AY0190
 AY0190                          SUPERSEDED SURVEY CONTROL
 AY0190
 AY0190  NGVD 29 (??/??/92)  393.888  (m)         1292.28   (f) ADJ UNCH    2 0
 AY0190
 AY0190.Superseded values are not recommended for survey control.
 AY0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0190.See file dsdata.txt to determine how the superseded data were derived.
 AY0190
 AY0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT616976(NAD 83)
 AY0190_MARKER: DB = BENCH MARK DISK
 AY0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0190_STAMPING: J 1004 1953
 AY0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0190+STABILITY: SURFACE MOTION
 AY0190
 AY0190  HISTORY     - Date     Condition        Report By
 AY0190  HISTORY     - 1953     MONUMENTED       CGS
 AY0190  HISTORY     - 1987     GOOD             USPSQD
 AY0190  HISTORY     - 19880229 MARK NOT FOUND   USPSQD
 AY0190
 AY0190                          STATION DESCRIPTION
 AY0190
 AY0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0190'8.8 MI SE FROM SPRING BRANCH.
 AY0190'5.5 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT SPRING
 AY0190'BRANCH, THENCE 3.3 MILES EAST ALONG STATE HIGHWAY 46, 50 FEET NORTH OF
 AY0190'THE CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF A TRIANGULAR BLAZED 16
 AY0190'INCH OAK TREE, 1.5 FEET SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS
 AY0190'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AY0190'THE GROUND.
 AY0190
 AY0190                          STATION RECOVERY (1987)
 AY0190
 AY0190'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AY0190'RECOVERED IN GOOD CONDITION.
 AY0190
 AY0190                          STATION RECOVERY (1988)
 AY0190
 AY0190'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEP)
 AY0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1551 ***********************************************************************
 AW1551  DESIGNATION -  J 1006
 AW1551  PID         -  AW1551
 AW1551  STATE/COUNTY-  TX/HARRIS
 AW1551  USGS QUAD   -  LA PORTE (1982)
 AW1551
 AW1551                         *CURRENT SURVEY CONTROL
 AW1551  ___________________________________________________________________
 AW1551* NAD 83(1986)-  29 39 56.     (N)    095 01 09.     (W)     SCALED    
 AW1551* NAVD 88     -         5.880  (meters)      19.29   (feet)  ADJUSTED  
 AW1551  ___________________________________________________________________
 AW1551  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1551  DYNAMIC HT  -           5.872 (meters)      19.27  (feet)  COMP
 AW1551  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 AW1551  OBS GRAVITY -     979,280.2   (mgal)                       GRAV_OBS
 AW1551
 AW1551  VERT ORDER  -  FIRST     CLASS II
 AW1551
 AW1551.The horizontal coordinates were scaled from a topographic map and have
 AW1551.an estimated accuracy of +/- 6 seconds.
 AW1551
 AW1551.The orthometric height was determined by differential leveling
 AW1551.and adjusted by the National Geodetic Survey in June 1991..
 AW1551
 AW1551.The geoid height was determined by GEOID03.
 AW1551
 AW1551.The dynamic height is computed by dividing the NAVD 88
 AW1551.geopotential number by the normal gravity value computed on the
 AW1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1551.degrees latitude (g = 980.6199 gals.).
 AW1551
 AW1551.The modeled gravity was interpolated from observed gravity values.
 AW1551.The observed gravity was obtained from relative gravimeter ties
 AW1551.to the IGSN71 gravity network.
 AW1551
 AW1551;                    North         East    Units  Estimated Accuracy
 AW1551;SPC TXSC     - 4,209,620.      985,260.      MT  (+/- 180 meters Scaled)
 AW1551
 AW1551                          SUPERSEDED SURVEY CONTROL
 AW1551
 AW1551  NGVD 29 (12/23/87)    5.877  (m)           19.28   (f) ADJUSTED    1 2
 AW1551
 AW1551.Superseded values are not recommended for survey control.
 AW1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1551.See file dsdata.txt to determine how the superseded data were derived.
 AW1551
 AW1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN045834(NAD 83)
 AW1551_MARKER: DB = BENCH MARK DISK
 AW1551_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1551+WITH SETTING: PAVEMENT
 AW1551_SP_SET: TOWER FOUNDATION
 AW1551_STAMPING: J 1006 1953
 AW1551_MARK LOGO: CGS   
 AW1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1551+STABILITY: SURFACE MOTION
 AW1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1551+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW1551
 AW1551  HISTORY     - Date     Condition        Report By
 AW1551  HISTORY     - 1953     MONUMENTED       CGS
 AW1551  HISTORY     - 1973     GOOD             NGS
 AW1551  HISTORY     - 1978     GOOD             NGS
 AW1551  HISTORY     - 1983     GOOD             NGS
 AW1551  HISTORY     - 1985     GOOD             USPSQD
 AW1551  HISTORY     - 1987     GOOD             USPSQD
 AW1551  HISTORY     - 1987     GOOD             USPSQD
 AW1551  HISTORY     - 1987     GOOD             USPSQD
 AW1551  HISTORY     - 1987     GOOD             USPSQD
 AW1551  HISTORY     - 1987     GOOD             USPSQD
 AW1551  HISTORY     - 1987     GOOD             USPSQD
 AW1551  HISTORY     - 1987     GOOD             USPSQD
 AW1551  HISTORY     - 1987     GOOD             NGS
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1988     GOOD             USPSQD
 AW1551  HISTORY     - 1989     GOOD             USPSQD
 AW1551  HISTORY     - 1989     GOOD             USPSQD
 AW1551  HISTORY     - 1989     GOOD             USPSQD
 AW1551  HISTORY     - 1989     GOOD             USPSQD
 AW1551  HISTORY     - 1989     GOOD             USPSQD
 AW1551  HISTORY     - 1989     GOOD             USPSQD
 AW1551  HISTORY     - 1989     GOOD             USPSQD
 AW1551  HISTORY     - 1990     GOOD             USPSQD
 AW1551  HISTORY     - 19940219 GOOD             USPSQD
 AW1551  HISTORY     - 20000311 GOOD             USPSQD
 AW1551  HISTORY     - 20010331 GOOD             NGS
 AW1551  HISTORY     - 20031112 GOOD             USPSQD
 AW1551  HISTORY     - 20031126 GOOD             USPSQD
 AW1551  HISTORY     - 20050117 GOOD             USPSQD
 AW1551
 AW1551                          STATION DESCRIPTION
 AW1551
 AW1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1551'IN LA PORTE.
 AW1551'AT LA PORTE, AT THE INTERSECTION OF E. MAIN ST. - BROADWAY AND SAN
 AW1551'JACINTO AVE., ABOUT 46 FEET SOUTHEAST OF THE CENTER LINE OF E. MAIN
 AW1551'ST., 39 FEET NORTHEAST OF THE CENTER LINE OF SAN JACINTO AVE., 48 FEET
 AW1551'WEST OF THE WEST CORNER OF A BRICK BUILDING (ONCE A SERVICE STATION -
 AW1551'NOW A CAR DEALERSHIP), 5.8 FEET EAST OF A METAL LIGHT POLE, SET IN THE
 AW1551'TOP OF THE EAST SIDE OF A CONCRETE FOUNDATION OF A SERVICE STATION
 AW1551'SIGN WHICH HAS BEEN REMOVED, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE
 AW1551'SIDEWALK.
 AW1551
 AW1551                          STATION RECOVERY (1978)
 AW1551
 AW1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1983)
 AW1551
 AW1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1985)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1551'BRONZE MARK DISC, SET IN CONCRETE PEDESTAL, ABOUT 20 FEET EAST OF THE
 AW1551'INTERSECTION OF EAST MAIN ST. AND SAN JACINTO ST. IN LA PORTE, TEXAS.
 AW1551'THIS IS BETTER KNOWN LOCALLY AS A FIVE POINT INTERSECTION OF WEST
 AW1551'MAIN, NORTH BROADWAY, EAST MAIN, SAN JACINTO, AND SOUTH MAIN (OLD
 AW1551'STATE HIGHWAY 146) THE CONCRETE PEDESTAL IS ABOUT SIX INCHES HIGHER
 AW1551'THAN THE SURROUNDING SIDEWALK, AND APPEARS TO BE THE BASE OF AN
 AW1551'ABANDONED LIGHT POST.
 AW1551
 AW1551                          STATION RECOVERY (1987)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1987)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1987)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1987)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1987)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1987)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1987)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1987)
 AW1551
 AW1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (AAS)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1988)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1989)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1989)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1989)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1989)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1989)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1989)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1989)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1990)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (1994)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (2000)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (2001)
 AW1551
 AW1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1551'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1551
 AW1551                          STATION RECOVERY (2003)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (2003)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1551'RECOVERED IN GOOD CONDITION.
 AW1551
 AW1551                          STATION RECOVERY (2005)
 AW1551
 AW1551'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2177 ***********************************************************************
 AW2177  DESIGNATION -  J 1008 RESET
 AW2177  PID         -  AW2177
 AW2177  STATE/COUNTY-  TX/HARRIS
 AW2177  USGS QUAD   -  KATY (1980)
 AW2177
 AW2177                         *CURRENT SURVEY CONTROL
 AW2177  ___________________________________________________________________
 AW2177* NAD 83(1986)-  29 52 28.     (N)    095 49 25.     (W)     SCALED    
 AW2177* NAVD 88     -        48.579  (meters)     159.38   (feet)  ADJUSTED  
 AW2177  ___________________________________________________________________
 AW2177  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW2177  DYNAMIC HT  -          48.513 (meters)     159.16  (feet)  COMP
 AW2177  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 AW2177
 AW2177  VERT ORDER  -  FIRST     CLASS II
 AW2177
 AW2177.The horizontal coordinates were scaled from a topographic map and have
 AW2177.an estimated accuracy of +/- 6 seconds.
 AW2177
 AW2177.The orthometric height was determined by differential leveling
 AW2177.and adjusted by the National Geodetic Survey in June 1991..
 AW2177
 AW2177.The geoid height was determined by GEOID03.
 AW2177
 AW2177.The dynamic height is computed by dividing the NAVD 88
 AW2177.geopotential number by the normal gravity value computed on the
 AW2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2177.degrees latitude (g = 980.6199 gals.).
 AW2177
 AW2177.The modeled gravity was interpolated from observed gravity values.
 AW2177
 AW2177;                    North         East    Units  Estimated Accuracy
 AW2177;SPC TXSC     - 4,230,380.      906,800.      MT  (+/- 180 meters Scaled)
 AW2177
 AW2177                          SUPERSEDED SURVEY CONTROL
 AW2177
 AW2177  NGVD 29 (12/23/87)   48.569  (m)          159.35   (f) ADJUSTED    1 2
 AW2177
 AW2177.Superseded values are not recommended for survey control.
 AW2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2177.See file dsdata.txt to determine how the superseded data were derived.
 AW2177
 AW2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP272082(NAD 83)
 AW2177_MARKER: DB = BENCH MARK DISK
 AW2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2177_SP_SET: CONCRETE POST
 AW2177_STAMPING: J 1008 RESET 1967
 AW2177_MARK LOGO: CGS   
 AW2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2177+STABILITY: SURFACE MOTION
 AW2177
 AW2177  HISTORY     - Date     Condition        Report By
 AW2177  HISTORY     - 1967     MONUMENTED       CGS
 AW2177  HISTORY     - 1973     GOOD             NGS
 AW2177  HISTORY     - 1978     GOOD             NGS
 AW2177  HISTORY     - 1986     GOOD             NGS
 AW2177  HISTORY     - 1987     GOOD             USPSQD
 AW2177  HISTORY     - 1987     GOOD             USPSQD
 AW2177  HISTORY     - 1987     GOOD             USPSQD
 AW2177  HISTORY     - 19940625 GOOD             USPSQD
 AW2177  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 AW2177
 AW2177                          STATION DESCRIPTION
 AW2177
 AW2177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2177'6.1 MI N FROM KATY.
 AW2177'ABOUT 6.1 MILES NORTH ALONG KATY-HOCKLEY RD. FROM THE JUNCTION OF US
 AW2177'HIGHWAY 90 AND AVENUE D, AT THE INTERSECTION OF KATY-HOCKLEY RD. AND
 AW2177'FM 529, 135.2 FEET EAST OF THE CENTER LINE OF KATY-HOCKLEY RD., 58.5
 AW2177'FEET SOUTH OF THE CENTER LINE OF FM 529, 9 FEET EAST OF A CONCRETE
 AW2177'HIGHWAY RIGHT-OF-WAY MARKER POST, 0.3 FOOT SOUTH OF A FENCE, 1.3 FEET
 AW2177'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD,
 AW2177'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 AW2177
 AW2177                          STATION RECOVERY (1978)
 AW2177
 AW2177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2177'RECOVERED IN GOOD CONDITION.
 AW2177
 AW2177                          STATION RECOVERY (1986)
 AW2177
 AW2177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2177'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE--9
 AW2177'FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST, AND 0.3 FEET
 AW2177'SOUTH OF A FENCE.
 AW2177
 AW2177                          STATION RECOVERY (1987)
 AW2177
 AW2177'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2177'RECOVERED IN GOOD CONDITION.
 AW2177
 AW2177                          STATION RECOVERY (1987)
 AW2177
 AW2177'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW2177'RECOVERED IN GOOD CONDITION.
 AW2177
 AW2177                          STATION RECOVERY (1987)
 AW2177
 AW2177'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2177'RECOVERED IN GOOD CONDITION.
 AW2177
 AW2177                          STATION RECOVERY (1994)
 AW2177
 AW2177'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2177'RECOVERED IN GOOD CONDITION.
 AW2177
 AW2177                          STATION RECOVERY (2004)
 AW2177
 AW2177'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1832 ***********************************************************************
 AW1832  DESIGNATION -  J 1009
 AW1832  PID         -  AW1832
 AW1832  STATE/COUNTY-  TX/HARRIS
 AW1832  USGS QUAD   -  CYPRESS (1995)
 AW1832
 AW1832                         *CURRENT SURVEY CONTROL
 AW1832  ___________________________________________________________________
 AW1832* NAD 83(1986)-  29 58 43.     (N)    095 43 04.     (W)     SCALED    
 AW1832* NAVD 88     -        47.346  (meters)     155.33   (feet)  ADJUSTED  
 AW1832  ___________________________________________________________________
 AW1832  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW1832  DYNAMIC HT  -          47.282 (meters)     155.12  (feet)  COMP
 AW1832  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 AW1832
 AW1832  VERT ORDER  -  FIRST     CLASS II
 AW1832
 AW1832.The horizontal coordinates were scaled from a topographic map and have
 AW1832.an estimated accuracy of +/- 6 seconds.
 AW1832
 AW1832.The orthometric height was determined by differential leveling
 AW1832.and adjusted by the National Geodetic Survey in June 1991..
 AW1832
 AW1832.The geoid height was determined by GEOID03.
 AW1832
 AW1832.The dynamic height is computed by dividing the NAVD 88
 AW1832.geopotential number by the normal gravity value computed on the
 AW1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1832.degrees latitude (g = 980.6199 gals.).
 AW1832
 AW1832.The modeled gravity was interpolated from observed gravity values.
 AW1832
 AW1832;                    North         East    Units  Estimated Accuracy
 AW1832;SPC TXSC     - 4,242,200.      916,690.      MT  (+/- 180 meters Scaled)
 AW1832
 AW1832                          SUPERSEDED SURVEY CONTROL
 AW1832
 AW1832  NGVD 29 (12/23/87)   47.339  (m)          155.31   (f) ADJUSTED    1 2
 AW1832
 AW1832.Superseded values are not recommended for survey control.
 AW1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1832.See file dsdata.txt to determine how the superseded data were derived.
 AW1832
 AW1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP377195(NAD 83)
 AW1832_MARKER: DB = BENCH MARK DISK
 AW1832_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW1832_SP_SET: FOOTING
 AW1832_STAMPING: J 1009 1954
 AW1832_MARK LOGO: CGS   
 AW1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1832+STABILITY: SURFACE MOTION
 AW1832
 AW1832  HISTORY     - Date     Condition        Report By
 AW1832  HISTORY     - 1954     MONUMENTED       CGS
 AW1832  HISTORY     - 1973     GOOD             NGS
 AW1832  HISTORY     - 1978     GOOD             NGS
 AW1832  HISTORY     - 1986     GOOD             NGS
 AW1832  HISTORY     - 1987     GOOD             USPSQD
 AW1832
 AW1832                          STATION DESCRIPTION
 AW1832
 AW1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1832'1.55 MI NW FROM CYPRESS.
 AW1832'ABOUT 1.55 MILES NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE
 AW1832'AT CYPRESS, 8.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN
 AW1832'PACIFIC RAILROAD, 108 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AW1832'SOUTHWEST LANE OF THE HIGHWAY, SET IN THE TOP OF THE EAST CORNER LEDGE
 AW1832'OF THE MOST EAST ONE OF THE FOOTINGS, 4 FEET BELOW THE TOP OF THE
 AW1832'FOOTING AND 5 INCHES ABOVE THE BALLAST.
 AW1832
 AW1832                          STATION RECOVERY (1978)
 AW1832
 AW1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1832'RECOVERED IN GOOD CONDITION.
 AW1832
 AW1832                          STATION RECOVERY (1986)
 AW1832
 AW1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1832'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.3 KM (1.45
 AW1832'MI) NORTHWEST ALONG U. S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1832'SPRING-CYPRESS ROAD IN CYPRESS.
 AW1832
 AW1832                          STATION RECOVERY (1987)
 AW1832
 AW1832'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0111 ***********************************************************************
 BL0111  DESIGNATION -  J 101
 BL0111  PID         -  BL0111
 BL0111  STATE/COUNTY-  TX/JASPER
 BL0111  USGS QUAD   -  PACE HILL (1984)
 BL0111
 BL0111                         *CURRENT SURVEY CONTROL
 BL0111  ___________________________________________________________________
 BL0111* NAD 83(1986)-  30 52 44.     (N)    094 07 34.     (W)     SCALED    
 BL0111* NAVD 88     -        55.15   (+/-2cm)     180.9    (feet)  VERTCON   
 BL0111  ___________________________________________________________________
 BL0111  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BL0111
 BL0111  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0111
 BL0111.The horizontal coordinates were scaled from a topographic map and have
 BL0111.an estimated accuracy of +/- 6 seconds.
 BL0111
 BL0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0111.The vertical order pertains to the NGVD 29 superseded value.
 BL0111
 BL0111.The geoid height was determined by GEOID03.
 BL0111
 BL0111;                    North         East    Units  Estimated Accuracy
 BL0111;SPC TX C     - 3,150,940.    1,293,190.      MT  (+/- 180 meters Scaled)
 BL0111
 BL0111                          SUPERSEDED SURVEY CONTROL
 BL0111
 BL0111  NGVD 29 (??/??/92)   55.148  (m)          180.93   (f) ADJ UNCH    2 0
 BL0111
 BL0111.Superseded values are not recommended for survey control.
 BL0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0111.See file dsdata.txt to determine how the superseded data were derived.
 BL0111
 BL0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ923167(NAD 83)
 BL0111_MARKER: DB = BENCH MARK DISK
 BL0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0111_STAMPING: J 101 1952
 BL0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0111+STABILITY: SURFACE MOTION
 BL0111
 BL0111  HISTORY     - Date     Condition        Report By
 BL0111  HISTORY     - 1952     MONUMENTED       CGS
 BL0111  HISTORY     - 1978     GOOD             USGS
 BL0111
 BL0111                          STATION DESCRIPTION
 BL0111
 BL0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0111'10.2 MI SW FROM JASPER.
 BL0111'3.55 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0111'THENCE 5.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 190, THENCE 1.15 MILES
 BL0111'NORTH ALONG AN OILED ROAD, 156 FEET SOUTHEAST OF A POWER POLE, 117
 BL0111'FEET SOUTH OF THE SOUTHWEST CORNER OF A WHITE FARMHOUSE, 99 FEET EAST
 BL0111'OF THE CENTER LINE OF AN OILED ROAD, 27.8 FEET EAST OF A 7 INCH PINE
 BL0111'TREE, 1.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL0111'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL0111
 BL0111                          STATION RECOVERY (1978)
 BL0111
 BL0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0111'JASPER, INTERSECTION OF U. S. HWY. 190 AND U. S. HWY. 96, THENCE 8.3
 BL0111'MILES SOUTHWEST ALONG U. S. HWY. 190 TO JUNCTION WITH F. M. ROAD
 BL0111'1747, THENCE 1.1 MILES NORTH ALONG F. M. ROAD 1747 TO A ROAD EAST.
 BL0111'101 FT. EAST OF THE CENTERLINE OF F. M. ROAD 1747, 17 FT. SOUTH OF
 BL0111'THE CENTERLINE OF THE DIRT ROAD EAST. IN A CONCRETE POST PROJECTING
 BL0111'0.1 FT. ABOVE GROUND. STANDARD TABLET STAMPED J101 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1605 ***********************************************************************
 BL1605  DESIGNATION -  J 1010
 BL1605  PID         -  BL1605
 BL1605  STATE/COUNTY-  TX/HARRIS
 BL1605  USGS QUAD   -  TOMBALL (1979)
 BL1605
 BL1605                         *CURRENT SURVEY CONTROL
 BL1605  ___________________________________________________________________
 BL1605* NAD 83(1986)-  30 05 52.     (N)    095 36 58.     (W)     SCALED    
 BL1605* NAVD 88     -        56.709  (meters)     186.05   (feet)  ADJUSTED  
 BL1605  ___________________________________________________________________
 BL1605  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL1605  DYNAMIC HT  -          56.632 (meters)     185.80  (feet)  COMP
 BL1605  MODELED GRAV-     979,290.6   (mgal)                       NAVD 88
 BL1605
 BL1605  VERT ORDER  -  FIRST     CLASS II
 BL1605
 BL1605.The horizontal coordinates were scaled from a topographic map and have
 BL1605.an estimated accuracy of +/- 6 seconds.
 BL1605
 BL1605.The orthometric height was determined by differential leveling
 BL1605.and adjusted by the National Geodetic Survey in June 1991..
 BL1605
 BL1605.The geoid height was determined by GEOID03.
 BL1605
 BL1605.The dynamic height is computed by dividing the NAVD 88
 BL1605.geopotential number by the normal gravity value computed on the
 BL1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1605.degrees latitude (g = 980.6199 gals.).
 BL1605
 BL1605.The modeled gravity was interpolated from observed gravity values.
 BL1605
 BL1605;                    North         East    Units  Estimated Accuracy
 BL1605;SPC TXSC     - 4,255,690.      926,120.      MT  (+/- 180 meters Scaled)
 BL1605
 BL1605                          SUPERSEDED SURVEY CONTROL
 BL1605
 BL1605  NGVD 29 (12/23/87)   56.703  (m)          186.03   (f) ADJUSTED    1 2
 BL1605
 BL1605.Superseded values are not recommended for survey control.
 BL1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1605.See file dsdata.txt to determine how the superseded data were derived.
 BL1605
 BL1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP478325(NAD 83)
 BL1605_MARKER: DB = BENCH MARK DISK
 BL1605_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL1605_SP_SET: WATER TANK FOUNDATION
 BL1605_STAMPING: J 1010 1954
 BL1605_MARK LOGO: CGS   
 BL1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1605+STABILITY: SURFACE MOTION
 BL1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1605+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 BL1605
 BL1605  HISTORY     - Date     Condition        Report By
 BL1605  HISTORY     - 1954     MONUMENTED       CGS
 BL1605  HISTORY     - 1973     GOOD             NGS
 BL1605  HISTORY     - 1978     GOOD             NGS
 BL1605  HISTORY     - 1986     GOOD             NGS
 BL1605  HISTORY     - 20050108 GOOD             USPSQD
 BL1605
 BL1605                          STATION DESCRIPTION
 BL1605
 BL1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1605'IN TOMBALL.
 BL1605'ABOUT 0.15 MILE SOUTHWEST ALONG WALLER-TOMBALL RD. FROM THE CROSSING
 BL1605'OF THE BURLINGTON-ROCK ISLAND RAILROAD AT TOMBALL, ABOUT 0.05 MILE
 BL1605'NORTHWEST ALONG CHERRY ST., SET IN THE TOP SOUTH CORNER OF THE
 BL1605'CONCRETE FOUNDATION TO THE SOUTHWEST ONE OF FOUR STEEL LEGS SUPPORTING
 BL1605'THE CITY WATER TOWER, 82.3 FEET NORTHEAST OF THE CENTER LINE OF CHERRY
 BL1605'ST., 25 FEET NORTHWEST OF THE CENTER LINE OF AN ALLEY, ABOUT LEVEL
 BL1605'WITH THE STREET 0.3 FOOT ABOVE THE LEVEL OF THE GROUND.
 BL1605
 BL1605                          STATION RECOVERY (1978)
 BL1605
 BL1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1605'RECOVERED IN GOOD CONDITION.
 BL1605
 BL1605                          STATION RECOVERY (1986)
 BL1605
 BL1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1605'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1605'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1605
 BL1605                          STATION RECOVERY (2005)
 BL1605
 BL1605'RECOVERY NOTE BY US POWER SQUADRON 2005 (JEP)
 BL1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1693 ***********************************************************************
 AW1693  DESIGNATION -  J 1011 RESET 1954
 AW1693  PID         -  AW1693
 AW1693  STATE/COUNTY-  TX/GALVESTON
 AW1693  USGS QUAD   -  HIGH ISLAND (1994)
 AW1693
 AW1693                         *CURRENT SURVEY CONTROL
 AW1693  ___________________________________________________________________
 AW1693* NAD 83(1986)-  29 31 41.     (N)    094 26 47.     (W)     SCALED    
 AW1693* NAVD 88     -         1.67   (+/-2cm)       5.5    (feet)  VERTCON   
 AW1693  ___________________________________________________________________
 AW1693  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1693
 AW1693  VERT ORDER  -  THIRD (See Below)
 AW1693
 AW1693.The horizontal coordinates were scaled from a topographic map and have
 AW1693.an estimated accuracy of +/- 6 seconds.
 AW1693
 AW1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1693.The vertical order pertains to the NGVD 29 superseded value.
 AW1693
 AW1693.The geoid height was determined by GEOID03.
 AW1693
 AW1693;                    North         East    Units  Estimated Accuracy
 AW1693;SPC TXSC     - 4,196,410.    1,041,260.      MT  (+/- 180 meters Scaled)
 AW1693
 AW1693                          SUPERSEDED SURVEY CONTROL
 AW1693
 AW1693  NGVD 29 (??/??/??)    1.67   (m)            5.5    (f) RESET       3  
 AW1693
 AW1693.Superseded values are not recommended for survey control.
 AW1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1693.See file dsdata.txt to determine how the superseded data were derived.
 AW1693
 AW1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN598673(NAD 83)
 AW1693_MARKER: DB = BENCH MARK DISK
 AW1693_SETTING: 0 = UNSPECIFIED SETTING
 AW1693_STAMPING: J 1011 1953 RESET 1954
 AW1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1693
 AW1693  HISTORY     - Date     Condition        Report By
 AW1693  HISTORY     - 1954     MONUMENTED       CGS
 AW1693  HISTORY     - 1958     GOOD             NGS
 AW1693  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1693  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1693  HISTORY     - 19890912 MARK NOT FOUND   USPSQD
 AW1693  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW1693  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1693  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 AW1693  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1693  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1693  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1693
 AW1693                          STATION DESCRIPTION
 AW1693
 AW1693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1693'2.65 MI NE FROM GILCHRIST.
 AW1693'ABOUT 2.65 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1693'AT GILCHRIST, 90 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 29
 AW1693'1/2 FEET NORTHWEST OF A FENCE, 45 FEET SOUTHEAST OF A TELEPHONE POLE 1
 AW1693'FOOT UNDER GROUND.
 AW1693
 AW1693                          STATION RECOVERY (1978)
 AW1693
 AW1693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1693'NOT RECOVERED.
 AW1693
 AW1693                          STATION RECOVERY (1987)
 AW1693
 AW1693'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1693'MARK NOT FOUND.
 AW1693
 AW1693                          STATION RECOVERY (1989)
 AW1693
 AW1693'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1693'MARK NOT FOUND.
 AW1693
 AW1693                          STATION RECOVERY (1994)
 AW1693
 AW1693'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1693'MARK NOT FOUND.
 AW1693
 AW1693                          STATION RECOVERY (1995)
 AW1693
 AW1693'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1693'MARK NOT FOUND.
 AW1693
 AW1693                          STATION RECOVERY (2001)
 AW1693
 AW1693'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1693'MARK NOT FOUND.
 AW1693
 AW1693                          STATION RECOVERY (2002)
 AW1693
 AW1693'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1693'MARK NOT FOUND.
 AW1693
 AW1693                          STATION RECOVERY (2003)
 AW1693
 AW1693'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1693'MARK NOT FOUND.
 AW1693
 AW1693                          STATION RECOVERY (2005)
 AW1693
 AW1693'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2775 ***********************************************************************
 AW2775  DESIGNATION -  J 1012
 AW2775  PID         -  AW2775
 AW2775  STATE/COUNTY-  TX/CHAMBERS
 AW2775  USGS QUAD   -  MONROE CITY (1994)
 AW2775
 AW2775                         *CURRENT SURVEY CONTROL
 AW2775  ___________________________________________________________________
 AW2775* NAD 83(1986)-  29 47 23.     (N)    094 34 24.     (W)     SCALED    
 AW2775* NAVD 88     -         7.57   (+/-2cm)      24.8    (feet)  VERTCON   
 AW2775  ___________________________________________________________________
 AW2775  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2775
 AW2775  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2775
 AW2775.The horizontal coordinates were scaled from a topographic map and have
 AW2775.an estimated accuracy of +/- 6 seconds.
 AW2775
 AW2775.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2775.The vertical order pertains to the NGVD 29 superseded value.
 AW2775
 AW2775.The geoid height was determined by GEOID03.
 AW2775
 AW2775;                    North         East    Units  Estimated Accuracy
 AW2775;SPC TXSC     - 4,224,920.    1,027,860.      MT  (+/- 180 meters Scaled)
 AW2775
 AW2775                          SUPERSEDED SURVEY CONTROL
 AW2775
 AW2775  NGVD 29 (??/??/92)    7.574  (m)           24.85   (f) ADJ UNCH    1 2
 AW2775
 AW2775.Superseded values are not recommended for survey control.
 AW2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2775.See file dsdata.txt to determine how the superseded data were derived.
 AW2775
 AW2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN479965(NAD 83)
 AW2775_MARKER: DB = BENCH MARK DISK
 AW2775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2775_SP_SET: CULVERT
 AW2775_STAMPING: J 1012 1953
 AW2775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2775
 AW2775  HISTORY     - Date     Condition        Report By
 AW2775  HISTORY     - 1953     MONUMENTED       CGS
 AW2775  HISTORY     - 1959     GOOD             NGS
 AW2775  HISTORY     - 19881215 MARK NOT FOUND   USPSQD
 AW2775  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2775  HISTORY     - 19961014 MARK NOT FOUND   USPSQD
 AW2775  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2775  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW2775  HISTORY     - 20060120 MARK NOT FOUND   USPSQD
 AW2775
 AW2775                          STATION DESCRIPTION
 AW2775
 AW2775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2775'0.9 MI E FROM MONROE CITY.
 AW2775'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 73T FROM THE POSTOFFICE AT
 AW2775'MONROE CITY, AT THE JUNCTION OF FARM ROAD 1724, 52 FEET NORTH OF THE
 AW2775'CENTER LINE OF THE HIGHWAY, 18 1/2 FEET EAST OF THE CENTER LINE OF THE
 AW2775'FARM ROAD, IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A
 AW2775'36-INCH CONCRETE CULVERT UNDER THE FARM ROAD, ABOUT LEVEL WITH THE
 AW2775'ROAD, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AW2775
 AW2775                          STATION RECOVERY (1988)
 AW2775
 AW2775'RECOVERY NOTE BY US POWER SQUADRON 1988 (JV)
 AW2775'MARK NOT FOUND.
 AW2775
 AW2775                          STATION RECOVERY (1990)
 AW2775
 AW2775'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW2775'MARK NOT FOUND.
 AW2775
 AW2775                          STATION RECOVERY (1996)
 AW2775
 AW2775'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2775'MARK NOT FOUND.
 AW2775
 AW2775                          STATION RECOVERY (2001)
 AW2775
 AW2775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2775'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2775
 AW2775                          STATION RECOVERY (2004)
 AW2775
 AW2775'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2775'MARK NOT FOUND.
 AW2775
 AW2775                          STATION RECOVERY (2006)
 AW2775
 AW2775'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2775'NOT FOUND.  HEADWALL IS GONE AND CULVERT HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2837 ***********************************************************************
 AW2837  DESIGNATION -  J 1013
 AW2837  PID         -  AW2837
 AW2837  STATE/COUNTY-  TX/CHAMBERS
 AW2837  USGS QUAD   -  COVE (1993)
 AW2837
 AW2837                         *CURRENT SURVEY CONTROL
 AW2837  ___________________________________________________________________
 AW2837* NAD 83(1986)-  29 49 52.     (N)    094 45 21.     (W)     SCALED    
 AW2837* NAVD 88     -         1.64   (+/-2cm)       5.4    (feet)  VERTCON   
 AW2837  ___________________________________________________________________
 AW2837  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW2837
 AW2837  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2837
 AW2837.The horizontal coordinates were scaled from a topographic map and have
 AW2837.an estimated accuracy of +/- 6 seconds.
 AW2837
 AW2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2837.The vertical order pertains to the NGVD 29 superseded value.
 AW2837
 AW2837.The geoid height was determined by GEOID03.
 AW2837
 AW2837;                    North         East    Units  Estimated Accuracy
 AW2837;SPC TXSC     - 4,228,850.    1,010,070.      MT  (+/- 180 meters Scaled)
 AW2837
 AW2837                          SUPERSEDED SURVEY CONTROL
 AW2837
 AW2837  NGVD 29 (??/??/92)    1.642  (m)            5.39   (f) ADJ UNCH    1 2
 AW2837
 AW2837.Superseded values are not recommended for survey control.
 AW2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2837.See file dsdata.txt to determine how the superseded data were derived.
 AW2837
 AW2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP303013(NAD 83)
 AW2837_MARKER: DB = BENCH MARK DISK
 AW2837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2837_SP_SET: SQUARE POST
 AW2837_STAMPING: J 1013 1953
 AW2837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2837
 AW2837  HISTORY     - Date     Condition        Report By
 AW2837  HISTORY     - 1953     MONUMENTED       CGS
 AW2837  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2837
 AW2837                          STATION DESCRIPTION
 AW2837
 AW2837'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW2837'1.05 MI W FROM WALLISVILLE.
 AW2837'0.25 MILE WEST ALONG AN OILED ROAD FROM PITTS STORE AT WALLISVILLE,
 AW2837'THENCE 0.2 MILE WEST ALONG A TRACK ROAD, THENCE 0.6 MILE WEST ALONG
 AW2837'THE NORTH BANK OF THE TRINITY RIVER, 143.6 FEET NORTH OF A FENCE, 70
 AW2837'FEET EAST OF A NORTH AND SOUTH FENCE, ON THE PROPOSED ROUTE OF THE
 AW2837'BAYTOWN TO PORT ARTHUR HIGHWAY, 205 FEET NORTHEAST OF A GROVE OF
 AW2837'TREES, 1.4 FEET ABOVE THE GROUND, SET IN THE TOP OF A SQUARE F.A.P.
 AW2837'POST WHICH HAS A BRONZE PLATE SET IN ITS SIDE WITH THE FOLLOWING DATE
 AW2837'CAST IN AND STAMPED ON IT, F A P STA 1052 (3) 1280 - 84 E I LENGTH
 AW2837'BUILT 6.888 MI 1947.  NOTE-- PROBABLY DESTROYED DURING THE
 AW2837'CONSTRUCTION OF A NEW HIGHWAY.
 AW2837
 AW2837                          STATION RECOVERY (1973)
 AW2837
 AW2837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2430 ***********************************************************************
 AW2430  DESIGNATION -  J 1014
 AW2430  PID         -  AW2430
 AW2430  STATE/COUNTY-  TX/JEFFERSON
 AW2430  USGS QUAD   -  MUD LAKE (1994)
 AW2430
 AW2430                         *CURRENT SURVEY CONTROL
 AW2430  ___________________________________________________________________
 AW2430* NAD 83(1986)-  29 35 20.     (N)    094 16 58.     (W)     SCALED    
 AW2430* NAVD 88     -         1.76   (+/-2cm)       5.8    (feet)  VERTCON   
 AW2430  ___________________________________________________________________
 AW2430  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW2430
 AW2430  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2430
 AW2430.The horizontal coordinates were scaled from a topographic map and have
 AW2430.an estimated accuracy of +/- 6 seconds.
 AW2430
 AW2430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2430.The vertical order pertains to the NGVD 29 superseded value.
 AW2430
 AW2430.The geoid height was determined by GEOID03.
 AW2430
 AW2430;                    North         East    Units  Estimated Accuracy
 AW2430;SPC TXSC     - 4,203,780.    1,056,830.      MT  (+/- 180 meters Scaled)
 AW2430
 AW2430                          SUPERSEDED SURVEY CONTROL
 AW2430
 AW2430  NGVD 29 (??/??/92)    1.758  (m)            5.77   (f) ADJ UNCH    1 2
 AW2430
 AW2430.Superseded values are not recommended for survey control.
 AW2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2430.See file dsdata.txt to determine how the superseded data were derived.
 AW2430
 AW2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN757739(NAD 83)
 AW2430_MARKER: DB = BENCH MARK DISK
 AW2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2430_STAMPING: J 1014 1953
 AW2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2430+STABILITY: SURFACE MOTION
 AW2430
 AW2430  HISTORY     - Date     Condition        Report By
 AW2430  HISTORY     - 1953     MONUMENTED       CGS
 AW2430  HISTORY     - 1958     GOOD             NGS
 AW2430  HISTORY     - 1962     MARK NOT FOUND   NGS
 AW2430
 AW2430                          STATION DESCRIPTION
 AW2430
 AW2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2430'7.9 MI NE FROM HIGH ISLAND.
 AW2430'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2430'AT HIGH ISLAND, THENCE ABOUT 7.0 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2430'87, 84 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 66 1/2 FEET
 AW2430'NORTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 AW2430'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 AW2430'INCHES.
 AW2430
 AW2430                          STATION RECOVERY (1962)
 AW2430
 AW2430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AW2430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV1013 ***********************************************************************
 AV1013  DESIGNATION -  J 1015 RESET
 AV1013  PID         -  AV1013
 AV1013  STATE/COUNTY-  TX/JEFFERSON
 AV1013  USGS QUAD   -  SABINE PASS (1993)
 AV1013
 AV1013                         *CURRENT SURVEY CONTROL
 AV1013  ___________________________________________________________________
 AV1013* NAD 83(1986)-  29 44 06.     (N)    093 53 50.     (W)     SCALED    
 AV1013* NAVD 88     -         1.51   (+/-2cm)       5.0    (feet)  VERTCON   
 AV1013  ___________________________________________________________________
 AV1013  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AV1013
 AV1013  VERT ORDER  -  THIRD (See Below)
 AV1013
 AV1013.The horizontal coordinates were scaled from a topographic map and have
 AV1013.an estimated accuracy of +/- 6 seconds.
 AV1013
 AV1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV1013.The vertical order pertains to the NGVD 29 superseded value.
 AV1013
 AV1013.The geoid height was determined by GEOID03.
 AV1013
 AV1013;                    North         East    Units  Estimated Accuracy
 AV1013;SPC TXSC     - 4,221,520.    1,093,440.      MT  (+/- 180 meters Scaled)
 AV1013
 AV1013                          SUPERSEDED SURVEY CONTROL
 AV1013
 AV1013  NGVD 29 (01/29/03)    1.50   (m)            4.9    (f) RESET       3  
 AV1013
 AV1013.Superseded values are not recommended for survey control.
 AV1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV1013.See file dsdata.txt to determine how the superseded data were derived.
 AV1013
 AV1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN132897(NAD 83)
 AV1013_MARKER: DV = VERTICAL CONTROL DISK
 AV1013_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AV1013+WITH SETTING: PAVEMENT
 AV1013_SP_SET: WATER TOWER FOOTING
 AV1013_STAMPING: J 1015 RESET 1990
 AV1013_MARK LOGO: NGS   
 AV1013_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AV1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV1013+STABILITY: SURFACE MOTION
 AV1013
 AV1013  HISTORY     - Date     Condition        Report By
 AV1013  HISTORY     - 1990     MONUMENTED       LOCENG
 AV1013
 AV1013                          STATION DESCRIPTION
 AV1013
 AV1013'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 AV1013'0.25 MILE (0.40 KM) NORTHWEST ALONG STATE HIGHWAY 87 FROM THE
 AV1013'INTERSECTION POINT OF THE CENTERLINE OF BROADWAY STREET AND
 AV1013'CENTERLINE OF STATE HIGHWAY 87 ALSO KNOWN AS SOUTH GULFWAY DRIVE,
 AV1013'144.5 FEET (44.0 M) NORTHEASTERLY FROM THE CENTERLINE OF STATE
 AV1013'HIGHWAY 87 (SOUTH GULFWAY DRIVE), LOCATED ON THE MOST NORTHERLY
 AV1013'FOOTING OF THE OLD ELEVATED WATER TANK THAT HAS BEEN DEMOLISHED
 AV1013'EXCEPT FOR THE CONCRETE FOOTING FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2483 ***********************************************************************
 AW2483  DESIGNATION -  J 1016
 AW2483  PID         -  AW2483
 AW2483  STATE/COUNTY-  TX/JEFFERSON
 AW2483  USGS QUAD   -  PORT ACRES (1993)
 AW2483
 AW2483                         *CURRENT SURVEY CONTROL
 AW2483  ___________________________________________________________________
 AW2483* NAD 83(1986)-  29 56 25.     (N)    094 01 58.     (W)     SCALED    
 AW2483* NAVD 88     -         3.40   (+/-2cm)      11.2    (feet)  VERTCON   
 AW2483  ___________________________________________________________________
 AW2483  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2483
 AW2483  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2483
 AW2483.The horizontal coordinates were scaled from a topographic map and have
 AW2483.an estimated accuracy of +/- 6 seconds.
 AW2483
 AW2483.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2483.The vertical order pertains to the NGVD 29 superseded value.
 AW2483
 AW2483.The geoid height was determined by GEOID03.
 AW2483
 AW2483;                    North         East    Units  Estimated Accuracy
 AW2483;SPC TXSC     - 4,243,690.    1,079,370.      MT  (+/- 180 meters Scaled)
 AW2483
 AW2483                          SUPERSEDED SURVEY CONTROL
 AW2483
 AW2483  NGVD 29 (??/??/92)    3.385  (m)           11.11   (f) ADJ UNCH    1 2
 AW2483
 AW2483.Superseded values are not recommended for survey control.
 AW2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2483.See file dsdata.txt to determine how the superseded data were derived.
 AW2483
 AW2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP003126(NAD 83)
 AW2483_MARKER: DB = BENCH MARK DISK
 AW2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2483_STAMPING: J 1016 1954
 AW2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2483+STABILITY: SURFACE MOTION
 AW2483
 AW2483  HISTORY     - Date     Condition        Report By
 AW2483  HISTORY     - 1954     MONUMENTED       CGS
 AW2483  HISTORY     - 1959     GOOD             NGS
 AW2483  HISTORY     - 1988     GOOD             USPSQD
 AW2483  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2483  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 AW2483  HISTORY     - 20001231 GOOD             NGS
 AW2483  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2483  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 AW2483
 AW2483                          STATION DESCRIPTION
 AW2483
 AW2483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2483'3.9 MI NW FROM PORT ACRES.
 AW2483'ABOUT 0.6 MILE EAST ALONG 5TH STREET FROM THE HIGH SCHOOL AT PORT
 AW2483'ACRES, THENCE ABOUT 3.3 MILES NORTHWEST ALONG THE TEXAS AND NEW
 AW2483'ORLEANS RAILROAD, 47 FEET NORTHEAST OF THE NORTHEAST RAIL, 69 FEET
 AW2483'WEST OF POWER POLE 114-112, 67 FEET WEST OF A 20-INCH OAK TREE, 58
 AW2483'FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 19 1/2 FEET
 AW2483'SOUTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS
 AW2483'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A
 AW2483'CONCRETE POST PROJECTING 4 INCHES.
 AW2483
 AW2483                          STATION RECOVERY (1988)
 AW2483
 AW2483'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEF)
 AW2483'RECOVERED IN GOOD CONDITION.
 AW2483
 AW2483                          STATION RECOVERY (1990)
 AW2483
 AW2483'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMG)
 AW2483'MARK NOT FOUND.
 AW2483
 AW2483                          STATION RECOVERY (1995)
 AW2483
 AW2483'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2483'MARK NOT FOUND.
 AW2483
 AW2483                          STATION RECOVERY (2000)
 AW2483
 AW2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW2483'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2483
 AW2483                          STATION RECOVERY (2001)
 AW2483
 AW2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2483'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2483
 AW2483                          STATION RECOVERY (2002)
 AW2483
 AW2483'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0216 ***********************************************************************
 BL0216  DESIGNATION -  J 1017
 BL0216  PID         -  BL0216
 BL0216  STATE/COUNTY-  TX/JEFFERSON
 BL0216  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0216
 BL0216                         *CURRENT SURVEY CONTROL
 BL0216  ___________________________________________________________________
 BL0216* NAD 83(1986)-  30 03 50.     (N)    094 13 26.     (W)     SCALED    
 BL0216* NAVD 88     -         8.738  (meters)      28.67   (feet)  ADJUSTED  
 BL0216  ___________________________________________________________________
 BL0216  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0216  DYNAMIC HT  -           8.727 (meters)      28.63  (feet)  COMP
 BL0216  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 BL0216
 BL0216  VERT ORDER  -  FIRST     CLASS I
 BL0216
 BL0216.The horizontal coordinates were scaled from a topographic map and have
 BL0216.an estimated accuracy of +/- 6 seconds.
 BL0216
 BL0216.The orthometric height was determined by differential leveling
 BL0216.and adjusted by the National Geodetic Survey in June 1991..
 BL0216
 BL0216.The geoid height was determined by GEOID03.
 BL0216
 BL0216.The dynamic height is computed by dividing the NAVD 88
 BL0216.geopotential number by the normal gravity value computed on the
 BL0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0216.degrees latitude (g = 980.6199 gals.).
 BL0216
 BL0216.The modeled gravity was interpolated from observed gravity values.
 BL0216
 BL0216;                    North         East    Units  Estimated Accuracy
 BL0216;SPC TXSC     - 4,256,610.    1,060,380.      MT  (+/- 180 meters Scaled)
 BL0216
 BL0216                          SUPERSEDED SURVEY CONTROL
 BL0216
 BL0216  NGVD 29 (??/??/92)    8.756  (m)           28.73   (f) ADJ UNCH    1 1
 BL0216
 BL0216.Superseded values are not recommended for survey control.
 BL0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0216.See file dsdata.txt to determine how the superseded data were derived.
 BL0216
 BL0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP820264(NAD 83)
 BL0216_MARKER: DB = BENCH MARK DISK
 BL0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0216_STAMPING: J 1017 1954
 BL0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0216+STABILITY: SURFACE MOTION
 BL0216
 BL0216  HISTORY     - Date     Condition        Report By
 BL0216  HISTORY     - 1954     MONUMENTED       CGS
 BL0216  HISTORY     - 1972     MARK NOT FOUND   USPSQD
 BL0216  HISTORY     - 1972     GOOD             NGS
 BL0216  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BL0216  HISTORY     - 19890823 MARK NOT FOUND   USPSQD
 BL0216  HISTORY     - 19900207 MARK NOT FOUND   USPSQD
 BL0216  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 BL0216  HISTORY     - 20001231 MARK NOT FOUND   NGS
 BL0216  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0216  HISTORY     - 20020918 MARK NOT FOUND   USPSQD
 BL0216  HISTORY     - 20041031 MARK NOT FOUND   USPSQD
 BL0216
 BL0216                          STATION DESCRIPTION
 BL0216
 BL0216'DESCRIBED BY US POWER SQUADRON 1972 (RBP)
 BL0216'MARK NOT FOUND.
 BL0216
 BL0216                          STATION RECOVERY (1972)
 BL0216
 BL0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0216'2.1 MI W FROM AMELIA.
 BL0216'ABOUT 2.1 MILES WEST ALONG US HIGHWAY 90 AT AMELIA FROM THE
 BL0216'INTERSECTION OF STATE HIGHWAY 364, ABOUT 100 YARDS NORTH OF THE
 BL0216'HIGHWAY, AT THE M AND M AIR SERVICE, INC. - AIRPORT, 31 FEET WEST AND
 BL0216'ACROSS A DRIVE FROM THE NORTHWEST CORNER OF THE WEST WING OF THE
 BL0216'ADMINISTRATION BUILDING, 11 FEET WEST OF THE CENTER LINE OF THE DRIVE,
 BL0216'2.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A LARGE HANGAR WITH
 BL0216'METAL SIDING, 1.7 FEET SOUTH OF THE SOUTH WALL OF THE BUILDING, ABOUT
 BL0216'LEVEL WITH THE DRIVE AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT
 BL0216'UNDERGROUND.
 BL0216
 BL0216                          STATION RECOVERY (1984)
 BL0216
 BL0216'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0216'MARK NOT FOUND.
 BL0216
 BL0216                          STATION RECOVERY (1989)
 BL0216
 BL0216'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0216'MARK NOT FOUND.
 BL0216
 BL0216                          STATION RECOVERY (1990)
 BL0216
 BL0216'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0216'MARK NOT FOUND.
 BL0216
 BL0216                          STATION RECOVERY (1994)
 BL0216
 BL0216'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0216'MARK NOT FOUND.
 BL0216
 BL0216                          STATION RECOVERY (2000)
 BL0216
 BL0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 BL0216'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0216
 BL0216                          STATION RECOVERY (2001)
 BL0216
 BL0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0216'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0216
 BL0216                          STATION RECOVERY (2002)
 BL0216
 BL0216'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0216'MARK NOT FOUND.
 BL0216
 BL0216                          STATION RECOVERY (2004)
 BL0216
 BL0216'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2401 ***********************************************************************
 AW2401  DESIGNATION -  J 1018
 AW2401  PID         -  AW2401
 AW2401  STATE/COUNTY-  TX/JEFFERSON
 AW2401  USGS QUAD   -  HAMSHIRE (1994)
 AW2401
 AW2401                         *CURRENT SURVEY CONTROL
 AW2401  ___________________________________________________________________
 AW2401* NAD 83(1986)-  29 51 07.     (N)    094 19 13.     (W)     SCALED    
 AW2401* NAVD 88     -         4.66   (+/-2cm)      15.3    (feet)  VERTCON   
 AW2401  ___________________________________________________________________
 AW2401  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2401
 AW2401  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2401
 AW2401.The horizontal coordinates were scaled from a topographic map and have
 AW2401.an estimated accuracy of +/- 6 seconds.
 AW2401
 AW2401.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2401.The vertical order pertains to the NGVD 29 superseded value.
 AW2401
 AW2401.The geoid height was determined by GEOID03.
 AW2401
 AW2401;                    North         East    Units  Estimated Accuracy
 AW2401;SPC TXSC     - 4,232,760.    1,052,030.      MT  (+/- 180 meters Scaled)
 AW2401
 AW2401                          SUPERSEDED SURVEY CONTROL
 AW2401
 AW2401  NGVD 29 (??/??/92)    4.654  (m)           15.27   (f) ADJ UNCH    1 2
 AW2401
 AW2401.Superseded values are not recommended for survey control.
 AW2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2401.See file dsdata.txt to determine how the superseded data were derived.
 AW2401
 AW2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP724031(NAD 83)
 AW2401_MARKER: DB = BENCH MARK DISK
 AW2401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2401_SP_SET: BALUSTRADE
 AW2401_STAMPING: J 1018 1954
 AW2401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2401
 AW2401  HISTORY     - Date     Condition        Report By
 AW2401  HISTORY     - 1954     MONUMENTED       CGS
 AW2401  HISTORY     - 1958     GOOD             NGS
 AW2401  HISTORY     - 1962     MARK NOT FOUND   USGS
 AW2401  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2401  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2401  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2401
 AW2401                          STATION DESCRIPTION
 AW2401
 AW2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2401'0.9 MI SW FROM HAMSHIRE.
 AW2401'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 124 FROM THE POSTOFFICE
 AW2401'AT HAMSHIRE, 17 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW2401'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST BALUSTRADE OF THE
 AW2401'NORTHEAST ONE OF 3 SMALL BRIDGES, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 AW2401'THE HIGHWAY.
 AW2401
 AW2401                          STATION RECOVERY (1962)
 AW2401
 AW2401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AW2401'MARK NOT FOUND.
 AW2401
 AW2401                          STATION RECOVERY (2001)
 AW2401
 AW2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2401
 AW2401                          STATION RECOVERY (2001)
 AW2401
 AW2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2401
 AW2401                          STATION RECOVERY (2004)
 AW2401
 AW2401'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0944 ***********************************************************************
 AW0944  DESIGNATION -  J 1019
 AW0944  PID         -  AW0944
 AW0944  STATE/COUNTY-  TX/HARRIS
 AW0944  USGS QUAD   -  HIGHLANDS (1995)
 AW0944
 AW0944                         *CURRENT SURVEY CONTROL
 AW0944  ___________________________________________________________________
 AW0944* NAD 83(1986)-  29 47 14.     (N)    095 02 36.     (W)     SCALED    
 AW0944* NAVD 88     -         3.432  (meters)      11.26   (feet)  ADJUSTED  
 AW0944  ___________________________________________________________________
 AW0944  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0944  DYNAMIC HT  -           3.427 (meters)      11.24  (feet)  COMP
 AW0944  MODELED GRAV-     979,289.7   (mgal)                       NAVD 88
 AW0944  OBS GRAVITY -     979,291.3   (mgal)                       GRAV_OBS
 AW0944
 AW0944  VERT ORDER  -  FIRST     CLASS II
 AW0944
 AW0944.The horizontal coordinates were scaled from a topographic map and have
 AW0944.an estimated accuracy of +/- 6 seconds.
 AW0944
 AW0944.The orthometric height was determined by differential leveling
 AW0944.and adjusted by the National Geodetic Survey in June 1991..
 AW0944
 AW0944.The geoid height was determined by GEOID03.
 AW0944
 AW0944.The dynamic height is computed by dividing the NAVD 88
 AW0944.geopotential number by the normal gravity value computed on the
 AW0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0944.degrees latitude (g = 980.6199 gals.).
 AW0944
 AW0944.The modeled gravity was interpolated from observed gravity values.
 AW0944.The observed gravity was obtained from relative gravimeter ties
 AW0944.to the IGSN71 gravity network.
 AW0944
 AW0944;                    North         East    Units  Estimated Accuracy
 AW0944;SPC TXSC     - 4,223,020.      982,460.      MT  (+/- 180 meters Scaled)
 AW0944
 AW0944                          SUPERSEDED SURVEY CONTROL
 AW0944
 AW0944  NGVD 29 (12/23/87)    3.430  (m)           11.25   (f) ADJUSTED    1 2
 AW0944
 AW0944.Superseded values are not recommended for survey control.
 AW0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0944.See file dsdata.txt to determine how the superseded data were derived.
 AW0944
 AW0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN024969(NAD 83)
 AW0944_MARKER: DB = BENCH MARK DISK
 AW0944_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0944_SP_SET: CONCRETE GUARDRAIL
 AW0944_STAMPING: J 1019 1954
 AW0944_MARK LOGO: CGS   
 AW0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0944
 AW0944  HISTORY     - Date     Condition        Report By
 AW0944  HISTORY     - 1954     MONUMENTED       CGS
 AW0944  HISTORY     - 1973     GOOD             NGS
 AW0944  HISTORY     - 1978     GOOD             NGS
 AW0944  HISTORY     - 1983     GOOD             NGS
 AW0944  HISTORY     - 1986     GOOD             NGS
 AW0944  HISTORY     - 1987     GOOD             USPSQD
 AW0944  HISTORY     - 1987     GOOD             USPSQD
 AW0944  HISTORY     - 1987     GOOD             USPSQD
 AW0944  HISTORY     - 1987     GOOD             USPSQD
 AW0944  HISTORY     - 1987     GOOD             USPSQD
 AW0944  HISTORY     - 1988     GOOD             USPSQD
 AW0944  HISTORY     - 1988     GOOD             USPSQD
 AW0944  HISTORY     - 1988     GOOD             USPSQD
 AW0944  HISTORY     - 1988     GOOD             USPSQD
 AW0944  HISTORY     - 1988     GOOD             USPSQD
 AW0944  HISTORY     - 1989     GOOD             USPSQD
 AW0944  HISTORY     - 1989     GOOD             USPSQD
 AW0944  HISTORY     - 19940911 GOOD             USPSQD
 AW0944
 AW0944                          STATION DESCRIPTION
 AW0944
 AW0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0944'2.15 MI SE FROM HIGHLANDS.
 AW0944'ABOUT 1.25 MILES SOUTH ALONG CROSBY-LYNCHBURG RD. FROM THE POST OFFICE
 AW0944'AT HIGHLANDS, THENCE 0.9 MILE EAST ALONG DECKER DR., 23 1/2 FEET SOUTH
 AW0944'OF THE CENTER LINE OF DECKER DR., 1 1/2 FEET SOUTHEAST OF THE
 AW0944'SOUTHEAST CORNER OF A PILLAR OF THE GUARD RAILING, SET IN THE TOP OF
 AW0944'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER
 AW0944'SPRING GULLEY, AND ABOUT 1 FOOT BELOW THE LEVEL OF DECKER DR.
 AW0944
 AW0944                          STATION RECOVERY (1978)
 AW0944
 AW0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1983)
 AW0944
 AW0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1986)
 AW0944
 AW0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1987)
 AW0944
 AW0944'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1987)
 AW0944
 AW0944'RECOVERY NOTE BY US POWER SQUADRON 1987 (MD)
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1987)
 AW0944
 AW0944'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1987)
 AW0944
 AW0944'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1987)
 AW0944
 AW0944'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJS)
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1988)
 AW0944
 AW0944'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1988)
 AW0944
 AW0944'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1988)
 AW0944
 AW0944'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1988)
 AW0944
 AW0944'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1988)
 AW0944
 AW0944'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1989)
 AW0944
 AW0944'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1989)
 AW0944
 AW0944'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW0944'RECOVERED IN GOOD CONDITION.
 AW0944
 AW0944                          STATION RECOVERY (1994)
 AW0944
 AW0944'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0555 ***********************************************************************
 BY0555  DESIGNATION -  J 102
 BY0555  PID         -  BY0555
 BY0555  STATE/COUNTY-  TX/JASPER
 BY0555  USGS QUAD   -  EBENEZER (1984)
 BY0555
 BY0555                         *CURRENT SURVEY CONTROL
 BY0555  ___________________________________________________________________
 BY0555* NAD 83(1986)-  31 02 17.     (N)    094 09 58.     (W)     SCALED    
 BY0555* NAVD 88     -        37.14   (+/-2cm)     121.9    (feet)  VERTCON   
 BY0555  ___________________________________________________________________
 BY0555  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BY0555
 BY0555  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0555
 BY0555.The horizontal coordinates were scaled from a topographic map and have
 BY0555.an estimated accuracy of +/- 6 seconds.
 BY0555
 BY0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0555.The vertical order pertains to the NGVD 29 superseded value.
 BY0555
 BY0555.The geoid height was determined by GEOID03.
 BY0555
 BY0555;                    North         East    Units  Estimated Accuracy
 BY0555;SPC TX C     - 3,168,340.    1,288,390.      MT  (+/- 180 meters Scaled)
 BY0555
 BY0555                          SUPERSEDED SURVEY CONTROL
 BY0555
 BY0555  NGVD 29 (??/??/92)   37.148  (m)          121.88   (f) ADJ UNCH    2 0
 BY0555
 BY0555.Superseded values are not recommended for survey control.
 BY0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0555.See file dsdata.txt to determine how the superseded data were derived.
 BY0555
 BY0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ887344(NAD 83)
 BY0555_MARKER: DB = BENCH MARK DISK
 BY0555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0555_SP_SET: BRIDGE
 BY0555_STAMPING: J 102 1952
 BY0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY0555+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 BY0555
 BY0555  HISTORY     - Date     Condition        Report By
 BY0555  HISTORY     - 1952     MONUMENTED       CGS
 BY0555  HISTORY     - 1979     GOOD             USGS
 BY0555  HISTORY     - 20040317 GOOD             INDIV
 BY0555
 BY0555                          STATION DESCRIPTION
 BY0555
 BY0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0555'17.55 MI NW FROM JASPER.
 BY0555'14.8 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0555'JASPER, THENCE 2.75 MILES NORTHEAST ALONG FARM ROAD 255, 11 FEET NORTH
 BY0555'OF THE CENTER LINE OF THE FARM ROAD, 1.5 FEET ABOVE THE LEVEL OF THE
 BY0555'ROAD, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A 164 FOOT CONCRETE
 BY0555'BRIDGE OVER BLACK BRANCH CREEK.
 BY0555
 BY0555                          STATION RECOVERY (1979)
 BY0555
 BY0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0555'1.5 MILES W ALONG HWY 190 AND 63 FROM JCT OF HWYS 190, 63 AND 96 AT
 BY0555'THE S EDGE OF JASPER, THENCE 12.8 MILES NW ALONG HWY 63 TO JCT OF HWY
 BY0555'63 AND 255R, THENCE 0.55 MILE NE ALONG 255R, THENCE 0.1 MILE E ALONG
 BY0555'GRAVEL ROAD, 11 FT N OF THE CENTERLINE OF THE ROAD, 1.5 FT ABOVE THE
 BY0555'LEVEL OF THE ROAD, SET IN THE TOP OF THE NE WINGWALL OF A 164 FT
 BY0555'BRIDGE OVER TROUT CREEK.
 BY0555
 BY0555                          STATION RECOVERY (2004)
 BY0555
 BY0555'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LEW)
 BY0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1213 ***********************************************************************
 BL1213  DESIGNATION -  J 1020
 BL1213  PID         -  BL1213
 BL1213  STATE/COUNTY-  TX/HARRIS
 BL1213  USGS QUAD   -  HUFFMAN (1980)
 BL1213
 BL1213                         *CURRENT SURVEY CONTROL
 BL1213  ___________________________________________________________________
 BL1213* NAD 83(1986)-  30 01 00.     (N)    095 07 15.     (W)     SCALED    
 BL1213* NAVD 88     -        20.976  (meters)      68.82   (feet)  ADJUSTED  
 BL1213  ___________________________________________________________________
 BL1213  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1213  DYNAMIC HT  -          20.948 (meters)      68.73  (feet)  COMP
 BL1213  MODELED GRAV-     979,308.7   (mgal)                       NAVD 88
 BL1213
 BL1213  VERT ORDER  -  FIRST     CLASS II
 BL1213
 BL1213.The horizontal coordinates were scaled from a topographic map and have
 BL1213.an estimated accuracy of +/- 6 seconds.
 BL1213
 BL1213.The orthometric height was determined by differential leveling
 BL1213.and adjusted by the National Geodetic Survey in June 1991..
 BL1213
 BL1213.The geoid height was determined by GEOID03.
 BL1213
 BL1213.The dynamic height is computed by dividing the NAVD 88
 BL1213.geopotential number by the normal gravity value computed on the
 BL1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1213.degrees latitude (g = 980.6199 gals.).
 BL1213
 BL1213.The modeled gravity was interpolated from observed gravity values.
 BL1213
 BL1213;                    North         East    Units  Estimated Accuracy
 BL1213;SPC TXSC     - 4,248,180.      974,130.      MT  (+/- 180 meters Scaled)
 BL1213
 BL1213                          SUPERSEDED SURVEY CONTROL
 BL1213
 BL1213  NGVD 29 (12/23/87)   20.975  (m)           68.82   (f) ADJUSTED    1 2
 BL1213
 BL1213.Superseded values are not recommended for survey control.
 BL1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1213.See file dsdata.txt to determine how the superseded data were derived.
 BL1213
 BL1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP954225(NAD 83)
 BL1213_MARKER: DB = BENCH MARK DISK
 BL1213_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL1213_SP_SET: BRIDGE ABUTMENT
 BL1213_STAMPING: J 1020 1954
 BL1213_MARK LOGO: CGS   
 BL1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1213
 BL1213  HISTORY     - Date     Condition        Report By
 BL1213  HISTORY     - 1954     MONUMENTED       CGS
 BL1213  HISTORY     - 1973     GOOD             NGS
 BL1213  HISTORY     - 1978     GOOD             NGS
 BL1213  HISTORY     - 1987     GOOD             NGS
 BL1213  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 BL1213  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1213
 BL1213                          STATION DESCRIPTION
 BL1213
 BL1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1213'1.95 MI W FROM HUFFMAN.
 BL1213'ABOUT 1.95 MILES WEST ALONG HIGHWAY FM 1960 FROM THE INTERSECTION OF
 BL1213'FM 1960 AND FM 2100 AT HUFFMAN, SET IN THE TOP OF THE NORTH END OF THE
 BL1213'EAST ABUTMENT OF A CONCRETE BRIDGE OVER LAKE HOUSTON, 27.6 FEET NORTH
 BL1213'AT THE CENTER LINE OF FM 1960, 15 FEET SOUTHWEST OF A CONCRETE
 BL1213'HISTORICAL MONUMENT ENTITLED ATASCUSITA TRAIL 9.1 FEET SOUTH OF THE
 BL1213'NORTH END OF THE ABUTMENT WALL, 20.5 FEET WEST OF THE WEST CURB OF A
 BL1213'CONCRETE DRAINAGE DITCH LEADING INTO LAKE HOUSTON, ABOUT LEVEL WITH
 BL1213'THE HIGHWAY AND DRILLED IN THE BRIDGE ABUTMENT.
 BL1213
 BL1213                          STATION RECOVERY (1978)
 BL1213
 BL1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1213'RECOVERED IN GOOD CONDITION.
 BL1213
 BL1213                          STATION RECOVERY (1987)
 BL1213
 BL1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1213'RECOVERED IN GOOD CONDITION.
 BL1213
 BL1213                          STATION RECOVERY (1997)
 BL1213
 BL1213'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1213'MARK NOT FOUND.
 BL1213
 BL1213                          STATION RECOVERY (2004)
 BL1213
 BL1213'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0078 ***********************************************************************
 CR0078  DESIGNATION -  J 1021
 CR0078  PID         -  CR0078
 CR0078  STATE/COUNTY-  TX/HARRISON
 CR0078  USGS QUAD   -  WASKOM (1978)
 CR0078
 CR0078                         *CURRENT SURVEY CONTROL
 CR0078  ___________________________________________________________________
 CR0078* NAD 83(1986)-  32 28 35.     (N)    094 03 08.     (W)     SCALED    
 CR0078* NAVD 88     -        81.420  (meters)     267.13   (feet)  ADJUSTED  
 CR0078  ___________________________________________________________________
 CR0078  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CR0078  DYNAMIC HT  -          81.328 (meters)     266.82  (feet)  COMP
 CR0078  MODELED GRAV-     979,508.0   (mgal)                       NAVD 88
 CR0078
 CR0078  VERT ORDER  -  FIRST     CLASS II
 CR0078
 CR0078.The horizontal coordinates were scaled from a topographic map and have
 CR0078.an estimated accuracy of +/- 6 seconds.
 CR0078
 CR0078.The orthometric height was determined by differential leveling
 CR0078.and adjusted by the National Geodetic Survey in June 1991..
 CR0078
 CR0078.The geoid height was determined by GEOID03.
 CR0078
 CR0078.The dynamic height is computed by dividing the NAVD 88
 CR0078.geopotential number by the normal gravity value computed on the
 CR0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0078.degrees latitude (g = 980.6199 gals.).
 CR0078
 CR0078.The modeled gravity was interpolated from observed gravity values.
 CR0078
 CR0078;                    North         East    Units  Estimated Accuracy
 CR0078;SPC TXNC     - 2,098,640.    1,017,940.      MT  (+/- 180 meters Scaled)
 CR0078
 CR0078                          SUPERSEDED SURVEY CONTROL
 CR0078
 CR0078  NGVD 29 (??/??/92)   81.486  (m)          267.34   (f) ADJ UNCH    1 2
 CR0078
 CR0078.Superseded values are not recommended for survey control.
 CR0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0078.See file dsdata.txt to determine how the superseded data were derived.
 CR0078
 CR0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR011937(NAD 83)
 CR0078_MARKER: DB = BENCH MARK DISK
 CR0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0078_STAMPING: J 1021 1954
 CR0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0078+STABILITY: SURFACE MOTION
 CR0078
 CR0078  HISTORY     - Date     Condition        Report By
 CR0078  HISTORY     - 1954     MONUMENTED       CGS
 CR0078  HISTORY     - 1962     MARK NOT FOUND   USGS
 CR0078  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR0078
 CR0078                          STATION DESCRIPTION
 CR0078
 CR0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0078'0.55 MI SE FROM WASKOM.
 CR0078'0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CR0078'WASKOM, 189 FEET NORTHWEST OF THE NORTHWEST CORNER OF A PHILLIPS 66
 CR0078'SERVICE STATION, 128 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 77
 CR0078'FEET NORTHEAST OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A
 CR0078'CONCRETE CULVERT, 22.8 FEET SOUTHWEST OF A FENCE, 1.5 FEET EAST OF A
 CR0078'FENCE, 1.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CR0078'POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- A NEW OIL PIPE LINE HAS
 CR0078'BEEN PUT IN THIS AREA, AND THE MARK WAS PROBABLY DESTROYED.
 CR0078
 CR0078                          STATION RECOVERY (1962)
 CR0078
 CR0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CR0078'MARK NOT FOUND.
 CR0078
 CR0078                          STATION RECOVERY (1998)
 CR0078
 CR0078'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0015 ***********************************************************************
 CR0015  DESIGNATION -  J 1022
 CR0015  PID         -  CR0015
 CR0015  STATE/COUNTY-  TX/MARION
 CR0015  USGS QUAD   -  JEFFERSON (1962)
 CR0015
 CR0015                         *CURRENT SURVEY CONTROL
 CR0015  ___________________________________________________________________
 CR0015* NAD 83(1986)-  32 45 09.     (N)    094 19 51.     (W)     SCALED    
 CR0015* NAVD 88     -        60.601  (meters)     198.82   (feet)  ADJUSTED  
 CR0015  ___________________________________________________________________
 CR0015  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CR0015  DYNAMIC HT  -          60.533 (meters)     198.60  (feet)  COMP
 CR0015  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 CR0015
 CR0015  VERT ORDER  -  FIRST     CLASS II
 CR0015
 CR0015.The horizontal coordinates were scaled from a topographic map and have
 CR0015.an estimated accuracy of +/- 6 seconds.
 CR0015
 CR0015.The orthometric height was determined by differential leveling
 CR0015.and adjusted by the National Geodetic Survey in June 1991..
 CR0015
 CR0015.The geoid height was determined by GEOID03.
 CR0015
 CR0015.The dynamic height is computed by dividing the NAVD 88
 CR0015.geopotential number by the normal gravity value computed on the
 CR0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0015.degrees latitude (g = 980.6199 gals.).
 CR0015
 CR0015.The modeled gravity was interpolated from observed gravity values.
 CR0015
 CR0015;                    North         East    Units  Estimated Accuracy
 CR0015;SPC TXNC     - 2,128,160.      990,560.      MT  (+/- 180 meters Scaled)
 CR0015
 CR0015                          SUPERSEDED SURVEY CONTROL
 CR0015
 CR0015  NGVD 29 (??/??/92)   60.659  (m)          199.01   (f) ADJ UNCH    1 2
 CR0015
 CR0015.Superseded values are not recommended for survey control.
 CR0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0015.See file dsdata.txt to determine how the superseded data were derived.
 CR0015
 CR0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS753246(NAD 83)
 CR0015_MARKER: DB = BENCH MARK DISK
 CR0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0015_STAMPING: J 1022 1954
 CR0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0015+STABILITY: SURFACE MOTION
 CR0015
 CR0015  HISTORY     - Date     Condition        Report By
 CR0015  HISTORY     - 1954     MONUMENTED       CGS
 CR0015  HISTORY     - 20031108 GOOD             USPSQD
 CR0015
 CR0015                          STATION DESCRIPTION
 CR0015
 CR0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0015'0.9 MI SE FROM JEFFERSON.
 CR0015'0.9 MILE SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0015'STATION AT JEFFERSON, 0.2 MILE EAST OF THE EAST END OF TRESTLE T -
 CR0015'48.6, 7 RAILS EAST OF A TRACK ROAD CROSSING, 44 FEET SOUTH OF THE
 CR0015'SOUTH RAIL, 9.5 FEET WEST OF A 13 INCH TREE, 2.7 FEET NORTH OF A
 CR0015'FENCE, 1.5 FEET SOUTHEAST OF A WITNESS POST, 0.4 MILE WEST OF MILEPOST
 CR0015'T - 48, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 CR0015'ABOVE THE GROUND.
 CR0015
 CR0015                          STATION RECOVERY (2003)
 CR0015
 CR0015'RECOVERY NOTE BY US POWER SQUADRON 2003
 CR0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1580 ***********************************************************************
 BL1580  DESIGNATION -  J 1023
 BL1580  PID         -  BL1580
 BL1580  STATE/COUNTY-  TX/HARRIS
 BL1580  USGS QUAD   -  HOCKLEY (1980)
 BL1580
 BL1580                         *CURRENT SURVEY CONTROL
 BL1580  ___________________________________________________________________
 BL1580* NAD 83(1986)-  30 04 10.     (N)    095 49 48.     (W)     SCALED    
 BL1580* NAVD 88     -        78.76   (+/-2cm)     258.4    (feet)  VERTCON   
 BL1580  ___________________________________________________________________
 BL1580  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1580
 BL1580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1580
 BL1580.The horizontal coordinates were scaled from a topographic map and have
 BL1580.an estimated accuracy of +/- 6 seconds.
 BL1580
 BL1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1580.The vertical order pertains to the NGVD 29 superseded value.
 BL1580
 BL1580.The geoid height was determined by GEOID03.
 BL1580
 BL1580;                    North         East    Units  Estimated Accuracy
 BL1580;SPC TXSC     - 4,251,970.      905,590.      MT  (+/- 180 meters Scaled)
 BL1580
 BL1580                          SUPERSEDED SURVEY CONTROL
 BL1580
 BL1580  NGVD 29 (??/??/92)   78.751  (m)          258.37   (f) ADJ UNCH    2 0
 BL1580
 BL1580.Superseded values are not recommended for survey control.
 BL1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1580.See file dsdata.txt to determine how the superseded data were derived.
 BL1580
 BL1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP271298(NAD 83)
 BL1580_MARKER: DB = BENCH MARK DISK
 BL1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1580_STAMPING: J 1023 1954
 BL1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1580+STABILITY: SURFACE MOTION
 BL1580
 BL1580  HISTORY     - Date     Condition        Report By
 BL1580  HISTORY     - 1954     MONUMENTED       CGS
 BL1580  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1580  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 BL1580  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 BL1580
 BL1580                          STATION DESCRIPTION
 BL1580
 BL1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1580'3.6 MI N FROM HOCKLEY.
 BL1580'2.9 MILES NORTH ALONG HEGAR ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1580'RAILROAD STATION AT HOCKLEY, THENCE 0.7 MILE EAST ALONG THE WALLER AND
 BL1580'TOMBALL ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE WALLER AND
 BL1580'TOMBALL ROAD, 16 FEET WEST OF THE CENTER LINE OF A PRIVATE TRACK ROAD
 BL1580'LEADING NORTH, 16 FEET WEST OF THE CENTER OF A WOODEN GATE, 2 FEET
 BL1580'SOUTH OF A FENCE, 2.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BL1580'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL1580
 BL1580                          STATION RECOVERY (1973)
 BL1580
 BL1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1580'MARK NOT FOUND.
 BL1580
 BL1580                          STATION RECOVERY (1994)
 BL1580
 BL1580'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1580'MARK NOT FOUND.
 BL1580
 BL1580                          STATION RECOVERY (2004)
 BL1580
 BL1580'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 BL1580'CONSTRUCTION TO WIDEN THIS ROAD PROBABLY LED TO DESTRUCTION OF THIS
 BL1580'BENCH MARK. OLD ROAD NOT HERE ANYMORE.  NEW ROAD MUCH WIDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3217 ***********************************************************************
 AW3217  DESIGNATION -  J 1024
 AW3217  PID         -  AW3217
 AW3217  STATE/COUNTY-  TX/HARRIS
 AW3217  USGS QUAD   -  PARK PLACE (1995)
 AW3217
 AW3217                         *CURRENT SURVEY CONTROL
 AW3217  ___________________________________________________________________
 AW3217* NAD 83(1986)-  29 43 12.     (N)    095 20 32.     (W)     SCALED    
 AW3217* NAVD 88     -        12.57   (+/-2cm)      41.2    (feet)  VERTCON   
 AW3217  ___________________________________________________________________
 AW3217  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW3217
 AW3217  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3217
 AW3217.The horizontal coordinates were scaled from a topographic map and have
 AW3217.an estimated accuracy of +/- 6 seconds.
 AW3217
 AW3217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3217.The vertical order pertains to the NGVD 29 superseded value.
 AW3217
 AW3217.The geoid height was determined by GEOID03.
 AW3217
 AW3217;                    North         East    Units  Estimated Accuracy
 AW3217;SPC TXSC     - 4,214,630.      953,810.      MT  (+/- 180 meters Scaled)
 AW3217
 AW3217                          SUPERSEDED SURVEY CONTROL
 AW3217
 AW3217  NGVD 29 (??/??/92)   12.563  (m)           41.22   (f) ADJ UNCH    1 2
 AW3217
 AW3217.Superseded values are not recommended for survey control.
 AW3217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3217.See file dsdata.txt to determine how the superseded data were derived.
 AW3217
 AW3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN734900(NAD 83)
 AW3217_MARKER: DB = BENCH MARK DISK
 AW3217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3217_STAMPING: J 1024 1954
 AW3217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3217+STABILITY: SURFACE MOTION
 AW3217
 AW3217  HISTORY     - Date     Condition        Report By
 AW3217  HISTORY     - 1954     MONUMENTED       CGS
 AW3217  HISTORY     - 1973     GOOD             NGS
 AW3217  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3217  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AW3217  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW3217  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW3217  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 AW3217  HISTORY     - 20050706 MARK NOT FOUND   USPSQD
 AW3217
 AW3217                          STATION DESCRIPTION
 AW3217
 AW3217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3217'4.0 MI S FROM HOUSTON.
 AW3217'ABOUT 3.15 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 AW3217'FROM THE UNION STATION AT HOUSTON, THENCE ABOUT 0.5 MILE WEST ALONG A
 AW3217'PAVED ROAD, THENCE ABOUT 0.1 MILE NORTH ALONG CALHOUN ROAD TO THE EAST
 AW3217'ENTRANCE TO THE UNIVERSITY OF HOUSTON, THENCE ABOUT 0.25 MILE WEST
 AW3217'ALONG A PAVED DRIVEWAY TO THE EZKIEL W. CULLEN BUILDING, AT THE WEST
 AW3217'END OF A PARK BETWEEN TWO STREETS, 149 FEET EAST OF THE CENTER OF THE
 AW3217'EAST ENTRANCE TO THE CULLEN BUILDING, 39 FEET EAST OF THE CENTER LINE
 AW3217'OF THE DRIVEWAY IN FRONT OF THE BUILDING, AND IN THE TOP OF A CONCRETE
 AW3217'POST FLUSH WITH THE GROUND.
 AW3217
 AW3217                          STATION RECOVERY (1973)
 AW3217
 AW3217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3217'MARK NOT FOUND.
 AW3217
 AW3217                          STATION RECOVERY (1984)
 AW3217
 AW3217'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW3217'MARK NOT FOUND.
 AW3217
 AW3217                          STATION RECOVERY (1990)
 AW3217
 AW3217'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW3217'MARK NOT FOUND.
 AW3217
 AW3217                          STATION RECOVERY (1995)
 AW3217
 AW3217'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3217'MARK NOT FOUND.
 AW3217
 AW3217                          STATION RECOVERY (2004)
 AW3217
 AW3217'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3217'MARK NOT FOUND.
 AW3217
 AW3217                          STATION RECOVERY (2005)
 AW3217
 AW3217'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3217'THE MEASURMENTS WOULD NOT FIT ANYTHING IT IS NOT GOOD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0285 ***********************************************************************
 CR0285  DESIGNATION -  J 1025
 CR0285  PID         -  CR0285
 CR0285  STATE/COUNTY-  TX/WOOD
 CR0285  USGS QUAD   -  WINNSBORO (1980)
 CR0285
 CR0285                         *CURRENT SURVEY CONTROL
 CR0285  ___________________________________________________________________
 CR0285* NAD 83(1986)-  32 57 13.     (N)    095 16 41.     (W)     SCALED    
 CR0285* NAVD 88     -       153.824  (meters)     504.67   (feet)  ADJUSTED  
 CR0285  ___________________________________________________________________
 CR0285  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 CR0285  DYNAMIC HT  -         153.652 (meters)     504.11  (feet)  COMP
 CR0285  MODELED GRAV-     979,516.4   (mgal)                       NAVD 88
 CR0285
 CR0285  VERT ORDER  -  FIRST     CLASS II
 CR0285
 CR0285.The horizontal coordinates were scaled from a topographic map and have
 CR0285.an estimated accuracy of +/- 6 seconds.
 CR0285
 CR0285.The orthometric height was determined by differential leveling
 CR0285.and adjusted by the National Geodetic Survey in June 1991..
 CR0285
 CR0285.The geoid height was determined by GEOID03.
 CR0285
 CR0285.The dynamic height is computed by dividing the NAVD 88
 CR0285.geopotential number by the normal gravity value computed on the
 CR0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0285.degrees latitude (g = 980.6199 gals.).
 CR0285
 CR0285.The modeled gravity was interpolated from observed gravity values.
 CR0285
 CR0285;                    North         East    Units  Estimated Accuracy
 CR0285;SPC TXNC     - 2,147,330.      901,170.      MT  (+/- 180 meters Scaled)
 CR0285
 CR0285                          SUPERSEDED SURVEY CONTROL
 CR0285
 CR0285  NGVD 29 (??/??/92)  153.827  (m)          504.68   (f) ADJ UNCH    1 2
 CR0285
 CR0285.Superseded values are not recommended for survey control.
 CR0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0285.See file dsdata.txt to determine how the superseded data were derived.
 CR0285
 CR0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS870484(NAD 83)
 CR0285_MARKER: DB = BENCH MARK DISK
 CR0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0285_STAMPING: J 1025 1954
 CR0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0285+STABILITY: SURFACE MOTION
 CR0285
 CR0285  HISTORY     - Date     Condition        Report By
 CR0285  HISTORY     - 1954     MONUMENTED       CGS
 CR0285  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CR0285
 CR0285                          STATION DESCRIPTION
 CR0285
 CR0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0285'0.7 MI E FROM WINNSBORO.
 CR0285'0.7 MILE EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0285'STATION AT WINNSBORO, 1 POLE EAST OF MILEPOST T - 117, 27 FEET NORTH
 CR0285'OF THE CENTER LINE OF A ROAD, 19 FEET SOUTH OF THE SOUTH RAIL, 2.8
 CR0285'FEET SOUTH OF A WHISTLE POST, 2.4 FEET WEST OF A WITNESS POST, SET IN
 CR0285'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CR0285
 CR0285                          STATION RECOVERY (1995)
 CR0285
 CR0285'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2197 ***********************************************************************
 AW2197  DESIGNATION -  J 1026
 AW2197  PID         -  AW2197
 AW2197  STATE/COUNTY-  TX/WALLER
 AW2197  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2197
 AW2197                         *CURRENT SURVEY CONTROL
 AW2197  ___________________________________________________________________
 AW2197* NAD 83(1986)-  29 57 47.     (N)    095 55 28.     (W)     SCALED    
 AW2197* NAVD 88     -        66.72   (+/-2cm)     218.9    (feet)  VERTCON   
 AW2197  ___________________________________________________________________
 AW2197  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW2197
 AW2197  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2197
 AW2197.The horizontal coordinates were scaled from a topographic map and have
 AW2197.an estimated accuracy of +/- 6 seconds.
 AW2197
 AW2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2197.The vertical order pertains to the NGVD 29 superseded value.
 AW2197
 AW2197.The geoid height was determined by GEOID03.
 AW2197
 AW2197;                    North         East    Units  Estimated Accuracy
 AW2197;SPC TXSC     - 4,239,940.      896,800.      MT  (+/- 180 meters Scaled)
 AW2197
 AW2197                          SUPERSEDED SURVEY CONTROL
 AW2197
 AW2197  NGVD 29 (04/06/79)   66.710  (m)          218.86   (f) ADJUSTED    1 2
 AW2197
 AW2197.Superseded values are not recommended for survey control.
 AW2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2197.See file dsdata.txt to determine how the superseded data were derived.
 AW2197
 AW2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP177182(NAD 83)
 AW2197_MARKER: DB = BENCH MARK DISK
 AW2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2197_STAMPING: J 1026 1954
 AW2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2197+STABILITY: SURFACE MOTION
 AW2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2197+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2197
 AW2197  HISTORY     - Date     Condition        Report By
 AW2197  HISTORY     - 1954     MONUMENTED       CGS
 AW2197  HISTORY     - 1978     GOOD             NGS
 AW2197  HISTORY     - 20041014 GOOD             USPSQD
 AW2197
 AW2197                          STATION DESCRIPTION
 AW2197
 AW2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW2197'8.1 MI S FROM WALLER.
 AW2197'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW2197'RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG MATHIS ROAD,
 AW2197'THENCE 0.95 MILE WEST ALONG A GRAVELED ROAD, 45 FEET SOUTH OF THE
 AW2197'CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 55 FEET WEST OF THE
 AW2197'CENTER LINE OF A GRAVELED ROAD LEADING SOUTH, 1 FOOT NORTH OF A FENCE,
 AW2197'2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AW2197'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AW2197
 AW2197                          STATION RECOVERY (1978)
 AW2197
 AW2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2197'RECOVERED IN GOOD CONDITION.
 AW2197
 AW2197                          STATION RECOVERY (2004)
 AW2197
 AW2197'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2197'METAL WETNESS POST. ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0257 ***********************************************************************
 AX0257  DESIGNATION -  J 1027
 AX0257  PID         -  AX0257
 AX0257  STATE/COUNTY-  TX/AUSTIN
 AX0257  USGS QUAD   -  SUNNY SIDE (1980)
 AX0257
 AX0257                         *CURRENT SURVEY CONTROL
 AX0257  ___________________________________________________________________
 AX0257* NAD 83(1986)-  29 54 48.     (N)    096 07 12.     (W)     SCALED    
 AX0257* NAVD 88     -        43.22   (+/-2cm)     141.8    (feet)  VERTCON   
 AX0257  ___________________________________________________________________
 AX0257  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0257
 AX0257  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0257
 AX0257.The horizontal coordinates were scaled from a topographic map and have
 AX0257.an estimated accuracy of +/- 6 seconds.
 AX0257
 AX0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0257.The vertical order pertains to the NGVD 29 superseded value.
 AX0257
 AX0257.The geoid height was determined by GEOID03.
 AX0257
 AX0257;                    North         East    Units  Estimated Accuracy
 AX0257;SPC TXSC     - 4,233,950.      878,070.      MT  (+/- 180 meters Scaled)
 AX0257
 AX0257                          SUPERSEDED SURVEY CONTROL
 AX0257
 AX0257  NGVD 29 (??/??/92)   43.198  (m)          141.73   (f) ADJ UNCH    2 0
 AX0257
 AX0257.Superseded values are not recommended for survey control.
 AX0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0257.See file dsdata.txt to determine how the superseded data were derived.
 AX0257
 AX0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU780126(NAD 83)
 AX0257_MARKER: DB = BENCH MARK DISK
 AX0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0257_STAMPING: J 1027 1954
 AX0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0257+STABILITY: SURFACE MOTION
 AX0257
 AX0257  HISTORY     - Date     Condition        Report By
 AX0257  HISTORY     - 1954     MONUMENTED       CGS
 AX0257  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 AX0257
 AX0257                          STATION DESCRIPTION
 AX0257
 AX0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0257'9.45 MI NE FROM PETERS.
 AX0257'1.65 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AX0257'FROM THE STATION SIGN AT PETERS, THENCE 4.4 MILES NORTH ALONG A
 AX0257'GRAVELED ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.2
 AX0257'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.8 MILES EAST ALONG A
 AX0257'GRAVELED ROAD, AT THE END OF THE ROAD, 0.5 MILE WEST OF AND ACROSS THE
 AX0257'RIVER FROM BENCH MARK Y 1026, 28 FEET NORTH OF THE CENTER LINE OF THE
 AX0257'ROAD, 60 FEET SOUTH OF THE SOUTHEAST CORNER OF A FARMHOUSE, 15 FEET
 AX0257'SOUTHEAST OF A 10 INCH HACKBERRY TREE, 8 FEET SOUTH OF A FENCE CORNER,
 AX0257'1.8 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AX0257'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AX0257
 AX0257                          STATION RECOVERY (1999)
 AX0257
 AX0257'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0159 ***********************************************************************
 BM0159  DESIGNATION -  J 1029
 BM0159  PID         -  BM0159
 BM0159  STATE/COUNTY-  TX/AUSTIN
 BM0159  USGS QUAD   -  HEMPSTEAD (1980)
 BM0159
 BM0159                         *CURRENT SURVEY CONTROL
 BM0159  ___________________________________________________________________
 BM0159* NAD 83(1986)-  30 02 18.     (N)    096 07 01.     (W)     SCALED    
 BM0159* NAVD 88     -        45.38   (+/-2cm)     148.9    (feet)  VERTCON   
 BM0159  ___________________________________________________________________
 BM0159  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BM0159
 BM0159  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0159
 BM0159.The horizontal coordinates were scaled from a topographic map and have
 BM0159.an estimated accuracy of +/- 6 seconds.
 BM0159
 BM0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0159.The vertical order pertains to the NGVD 29 superseded value.
 BM0159
 BM0159.The geoid height was determined by GEOID03.
 BM0159
 BM0159;                    North         East    Units  Estimated Accuracy
 BM0159;SPC TXSC     - 4,247,810.      878,020.      MT  (+/- 180 meters Scaled)
 BM0159
 BM0159                          SUPERSEDED SURVEY CONTROL
 BM0159
 BM0159  NGVD 29 (??/??/92)   45.364  (m)          148.83   (f) ADJ UNCH    2 0
 BM0159
 BM0159.Superseded values are not recommended for survey control.
 BM0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0159.See file dsdata.txt to determine how the superseded data were derived.
 BM0159
 BM0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU780265(NAD 83)
 BM0159_MARKER: DB = BENCH MARK DISK
 BM0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0159_SP_SET: ABUTMENT
 BM0159_STAMPING: J 1029 1954
 BM0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0159
 BM0159  HISTORY     - Date     Condition        Report By
 BM0159  HISTORY     - 1954     MONUMENTED       CGS
 BM0159  HISTORY     - 1957     GOOD             NGS
 BM0159  HISTORY     - 19910726 MARK NOT FOUND   USPSQD
 BM0159  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 BM0159  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BM0159
 BM0159                          STATION DESCRIPTION
 BM0159
 BM0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0159'5.05 MI S FROM HEMPSTEAD.
 BM0159'5.05 MILES SOUTH ALONG STATE HIGHWAY 159 FROM THE COURTHOUSE AT
 BM0159'HEMPSTEAD, 11 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 BM0159'TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE.
 BM0159
 BM0159                          STATION RECOVERY (1957)
 BM0159
 BM0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BM0159'RECOVERED IN GOOD CONDITION.
 BM0159
 BM0159                          STATION RECOVERY (1991)
 BM0159
 BM0159'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0159'MARK NOT FOUND.
 BM0159
 BM0159                          STATION RECOVERY (1999)
 BM0159
 BM0159'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0159'MARK NOT FOUND.
 BM0159
 BM0159                          STATION RECOVERY (2005)
 BM0159
 BM0159'RECOVERY NOTE BY US POWER SQUADRON 2005 (CG)
 BM0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0160 ***********************************************************************
 BM0160  DESIGNATION -  J 1029 RESET 1957
 BM0160  PID         -  BM0160
 BM0160  STATE/COUNTY-  TX/AUSTIN
 BM0160  USGS QUAD   -  HEMPSTEAD (1980)
 BM0160
 BM0160                         *CURRENT SURVEY CONTROL
 BM0160  ___________________________________________________________________
 BM0160* NAD 83(1986)-  30 02 20.     (N)    096 07 01.     (W)     SCALED    
 BM0160* NAVD 88     -        44.39   (+/-2cm)     145.6    (feet)  VERTCON   
 BM0160  ___________________________________________________________________
 BM0160  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BM0160
 BM0160  VERT ORDER  -  THIRD (See Below)
 BM0160
 BM0160.The horizontal coordinates were scaled from a topographic map and have
 BM0160.an estimated accuracy of +/- 6 seconds.
 BM0160
 BM0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0160.The vertical order pertains to the NGVD 29 superseded value.
 BM0160
 BM0160.The geoid height was determined by GEOID03.
 BM0160
 BM0160;                    North         East    Units  Estimated Accuracy
 BM0160;SPC TXSC     - 4,247,870.      878,020.      MT  (+/- 180 meters Scaled)
 BM0160
 BM0160                          SUPERSEDED SURVEY CONTROL
 BM0160
 BM0160  NGVD 29 (01/29/03)   44.37   (m)          145.6    (f) RESET       3  
 BM0160
 BM0160.Superseded values are not recommended for survey control.
 BM0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0160.See file dsdata.txt to determine how the superseded data were derived.
 BM0160
 BM0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU780265(NAD 83)
 BM0160_MARKER: DB = BENCH MARK DISK
 BM0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0160_STAMPING: J 1029 RESET 1957
 BM0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0160+STABILITY: SURFACE MOTION
 BM0160
 BM0160  HISTORY     - Date     Condition        Report By
 BM0160  HISTORY     - 1957     MONUMENTED       CGS
 BM0160  HISTORY     - 19910726 GOOD             USPSQD
 BM0160  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 BM0160  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BM0160
 BM0160                          STATION DESCRIPTION
 BM0160
 BM0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BM0160'1.0 MI NE FROM COCHRAN.
 BM0160'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY NO. 159 FROM LANGES STORE
 BM0160'IN COCHRAN, ABOUT 35 YARDS NORTHWEST FROM THE CENTERLINE OF THE
 BM0160'HIGHWAY, 75 YARDS NORTH OF A CONCRETE BRIDGE AND 20 FEET SOUTHEAST OF
 BM0160'A LONE PECAN TREE.  IT IS ABOUT 0.4 MILE SOUTHWEST OF THE BRAZOS RIVER
 BM0160'BRIDGE AND IN THE BOTTOMS ABOUT 3 FEET LOWER THAN THE HIGHWAY, IN OPEN
 BM0160'GRASS LAND, 2 FEET EAST OF A 4 X 4 POST.  A STANDARD DISK STAMPED J
 BM0160'1029 RESET 1957 IN A CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES.
 BM0160
 BM0160                          STATION RECOVERY (1991)
 BM0160
 BM0160'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0160'RECOVERED IN GOOD CONDITION.
 BM0160
 BM0160                          STATION RECOVERY (1999)
 BM0160
 BM0160'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0160'MARK NOT FOUND.
 BM0160
 BM0160                          STATION RECOVERY (2005)
 BM0160
 BM0160'RECOVERY NOTE BY US POWER SQUADRON 2005 (CG)
 BM0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0011 ***********************************************************************
 BO0011  DESIGNATION -  J 103
 BO0011  PID         -  BO0011
 BO0011  STATE/COUNTY-  TX/SUTTON
 BO0011  USGS QUAD   -  FORT TERRETT RANCH (1987)
 BO0011
 BO0011                         *CURRENT SURVEY CONTROL
 BO0011  ___________________________________________________________________
 BO0011* NAD 83(1986)-  30 25 30.     (N)    100 10 22.     (W)     SCALED    
 BO0011* NAVD 88     -       692.294  (meters)    2271.30   (feet)  POSTED    
 BO0011  ___________________________________________________________________
 BO0011  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BO0011  DYNAMIC HT  -         691.300 (meters)    2268.04  (feet)  COMP
 BO0011  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 BO0011
 BO0011  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BO0011
 BO0011.The horizontal coordinates were scaled from a topographic map and have
 BO0011.an estimated accuracy of +/- 6 seconds.
 BO0011
 BO0011.The orthometric height was determined by differential leveling
 BO0011.and adjusted by the National Geodetic Survey in 1992..
 BO0011.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BO0011.rate of 1.1 thru 2.0 mm/km.
 BO0011
 BO0011.The geoid height was determined by GEOID03.
 BO0011
 BO0011.The dynamic height is computed by dividing the NAVD 88
 BO0011.geopotential number by the normal gravity value computed on the
 BO0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0011.degrees latitude (g = 980.6199 gals.).
 BO0011
 BO0011.The modeled gravity was interpolated from observed gravity values.
 BO0011
 BO0011;                    North         East    Units  Estimated Accuracy
 BO0011;SPC TX C     - 3,084,080.      715,420.      MT  (+/- 180 meters Scaled)
 BO0011
 BO0011                          SUPERSEDED SURVEY CONTROL
 BO0011
 BO0011  NGVD 29 (??/??/92)  692.200  (m)         2270.99   (f) ADJ UNCH    1 2
 BO0011
 BO0011.Superseded values are not recommended for survey control.
 BO0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0011.See file dsdata.txt to determine how the superseded data were derived.
 BO0011
 BO0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU873664(NAD 83)
 BO0011_MARKER: DB = BENCH MARK DISK
 BO0011_SETTING: 66 = SET IN ROCK OUTCROP
 BO0011_SP_SET: OUTCROP
 BO0011_STAMPING: J 103 1932
 BO0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0011+STABILITY: POSITION/ELEVATION WELL
 BO0011
 BO0011  HISTORY     - Date     Condition        Report By
 BO0011  HISTORY     - 1932     MONUMENTED       CGS
 BO0011  HISTORY     - 1958     GOOD             NGS
 BO0011
 BO0011                          STATION DESCRIPTION
 BO0011
 BO0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0011'28.7 MI W FROM JUNCTION.
 BO0011'ABOUT 23.3 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0011'JUNCTION, THENCE 1.3 MILES SOUTH ALONG A DIRT ROAD, THENCE 4.1 MILES
 BO0011'WEST ALONG THE OLD HIGHWAY.  IN ROCK OUTCROP SURROUNDED BY A CIRCLE OF
 BO0011'LOOSE ROCK, 49 FEET NORTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY,
 BO0011'ABOUT 300 FEET SOUTHWEST OF A DIP IN THE ROAD AND ON THE INSIDE OF A
 BO0011'CURVE, 2 FEET NORTHWEST OF A FENCE LINE, ABOUT 1 FOOT LOWER THAN THE
 BO0011'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0142 ***********************************************************************
 BM0142  DESIGNATION -  J 1030
 BM0142  PID         -  BM0142
 BM0142  STATE/COUNTY-  TX/WALLER
 BM0142  USGS QUAD   -  HOWTH (1979)
 BM0142
 BM0142                         *CURRENT SURVEY CONTROL
 BM0142  ___________________________________________________________________
 BM0142* NAD 83(1986)-  30 10 04.     (N)    096 02 25.     (W)     SCALED    
 BM0142* NAVD 88     -        78.39   (+/-2cm)     257.2    (feet)  VERTCON   
 BM0142  ___________________________________________________________________
 BM0142  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BM0142
 BM0142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0142
 BM0142.The horizontal coordinates were scaled from a topographic map and have
 BM0142.an estimated accuracy of +/- 6 seconds.
 BM0142
 BM0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0142.The vertical order pertains to the NGVD 29 superseded value.
 BM0142
 BM0142.Photographs are available for this station.
 BM0142
 BM0142.The geoid height was determined by GEOID03.
 BM0142
 BM0142;                    North         East    Units  Estimated Accuracy
 BM0142;SPC TXSC     - 4,262,330.      885,050.      MT  (+/- 180 meters Scaled)
 BM0142
 BM0142                          SUPERSEDED SURVEY CONTROL
 BM0142
 BM0142  NGVD 29 (??/??/92)   78.376  (m)          257.14   (f) ADJ UNCH    2 0
 BM0142
 BM0142.Superseded values are not recommended for survey control.
 BM0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0142.See file dsdata.txt to determine how the superseded data were derived.
 BM0142
 BM0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU850410(NAD 83)
 BM0142_MARKER: DB = BENCH MARK DISK
 BM0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0142_STAMPING: J 1030 1954
 BM0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0142+STABILITY: SURFACE MOTION
 BM0142
 BM0142  HISTORY     - Date     Condition        Report By
 BM0142  HISTORY     - 1954     MONUMENTED       CGS
 BM0142  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0142
 BM0142                          STATION DESCRIPTION
 BM0142
 BM0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0142'2.3 MI E FROM HOWTH.
 BM0142'0.35 MILE NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0142'STATION SIGN AT HOWTH, THENCE 0.45 MILE EAST ALONG FARM ROAD 1736,
 BM0142'THENCE 1.5 MILES EAST ALONG A GRAVELED ROAD, 33 FEET NORTHWEST OF THE
 BM0142'CENTER LINE OF A ROAD, 42 FEET NORTHEAST OF THE CENTER LINE OF A
 BM0142'DRIVEWAY LEADING TO A CHURCH, 14 FEET WEST OF A LARGE OAK TREE, 2.4
 BM0142'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0142'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0142
 BM0142                          STATION RECOVERY (1991)
 BM0142
 BM0142'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1518 ***********************************************************************
 BL1518  DESIGNATION -  J 1033
 BL1518  PID         -  BL1518
 BL1518  STATE/COUNTY-  TX/GRIMES
 BL1518  USGS QUAD   -  STONEHAM (1961)
 BL1518
 BL1518                         *CURRENT SURVEY CONTROL
 BL1518  ___________________________________________________________________
 BL1518* NAD 83(1986)-  30 16 11.     (N)    095 54 49.     (W)     SCALED    
 BL1518* NAVD 88     -       117.82   (+/-2cm)     386.5    (feet)  VERTCON   
 BL1518  ___________________________________________________________________
 BL1518  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL1518
 BL1518  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1518
 BL1518.The horizontal coordinates were scaled from a topographic map and have
 BL1518.an estimated accuracy of +/- 6 seconds.
 BL1518
 BL1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1518.The vertical order pertains to the NGVD 29 superseded value.
 BL1518
 BL1518.The geoid height was determined by GEOID03.
 BL1518
 BL1518;                    North         East    Units  Estimated Accuracy
 BL1518;SPC TX C     - 3,075,300.    1,125,160.      MT  (+/- 180 meters Scaled)
 BL1518
 BL1518                          SUPERSEDED SURVEY CONTROL
 BL1518
 BL1518  NGVD 29 (??/??/92)  117.803  (m)          386.49   (f) ADJ UNCH    2 0
 BL1518
 BL1518.Superseded values are not recommended for survey control.
 BL1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1518.See file dsdata.txt to determine how the superseded data were derived.
 BL1518
 BL1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP196522(NAD 83)
 BL1518_MARKER: DB = BENCH MARK DISK
 BL1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1518_STAMPING: J 1033 1954
 BL1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1518+STABILITY: SURFACE MOTION
 BL1518
 BL1518  HISTORY     - Date     Condition        Report By
 BL1518  HISTORY     - 1954     MONUMENTED       CGS
 BL1518  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1518
 BL1518                          STATION DESCRIPTION
 BL1518
 BL1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1518'17.2 MI SE FROM NAVASOTA.
 BL1518'6.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1518'RAILROAD FROM THE STATION AT NAVASOTA, THENCE 3.9 MILES SOUTH ALONG A
 BL1518'GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG FARM ROAD 245, THENCE 2.1
 BL1518'MILES EAST ALONG A GRAVELED ROAD, THENCE 1.6 MILES EAST ALONG A SANDY
 BL1518'TRACK ROAD, THENCE 0.5 MILE NORTH ALONG A SANDY TRACK ROAD, 300 FEET
 BL1518'NORTH OF AN OLD SAWMILL SITE, 26 FEET EAST OF THE CENTER LINE OF THE
 BL1518'ROAD, 16 FEET SOUTH OF THE CENTER LINE OF A WIRE GATE AND A TRACK ROAD
 BL1518'LEADING EAST, 1 FOOT WEST OF A FENCE, 2.2 FEET SOUTH OF A WITNESS
 BL1518'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 BL1518'THE GROUND.
 BL1518
 BL1518                          STATION RECOVERY (1999)
 BL1518
 BL1518'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0739 ***********************************************************************
 BM0739  DESIGNATION -  J 1034
 BM0739  PID         -  BM0739
 BM0739  STATE/COUNTY-  TX/WILLIAMSON
 BM0739  USGS QUAD   -  WEIR (1982)
 BM0739
 BM0739                         *CURRENT SURVEY CONTROL
 BM0739  ___________________________________________________________________
 BM0739* NAD 83(1986)-  30 41 16.     (N)    097 32 18.     (W)     SCALED    
 BM0739* NAVD 88     -       220.08   (+/-2cm)     722.0    (feet)  VERTCON   
 BM0739  ___________________________________________________________________
 BM0739  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BM0739
 BM0739  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0739
 BM0739.The horizontal coordinates were scaled from a topographic map and have
 BM0739.an estimated accuracy of +/- 6 seconds.
 BM0739
 BM0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0739.The vertical order pertains to the NGVD 29 superseded value.
 BM0739
 BM0739.The geoid height was determined by GEOID03.
 BM0739
 BM0739;                    North         East    Units  Estimated Accuracy
 BM0739;SPC TX C     - 3,116,560.      967,740.      MT  (+/- 180 meters Scaled)
 BM0739
 BM0739                          SUPERSEDED SURVEY CONTROL
 BM0739
 BM0739  NGVD 29 (??/??/92)  219.988  (m)          721.74   (f) ADJ UNCH    2 0
 BM0739
 BM0739.Superseded values are not recommended for survey control.
 BM0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0739.See file dsdata.txt to determine how the superseded data were derived.
 BM0739
 BM0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU399959(NAD 83)
 BM0739_MARKER: DB = BENCH MARK DISK
 BM0739_SETTING: 80 = SET IN A BOULDER
 BM0739_SP_SET: BOULDER
 BM0739_STAMPING: J 1034 1954
 BM0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0739+STABILITY: SURFACE MOTION
 BM0739
 BM0739  HISTORY     - Date     Condition        Report By
 BM0739  HISTORY     - 1954     MONUMENTED       CGS
 BM0739  HISTORY     - 1975     MARK NOT FOUND   USGS
 BM0739  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0739  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0739  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0739
 BM0739                          STATION DESCRIPTION
 BM0739
 BM0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0739'2.95 MI E FROM WEIR.
 BM0739'2.95 MILES EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 BM0739'FROM THE STATION AT WEIR, 18 1/2 POLES WEST OF MILEPOST 914, 33.4 FEET
 BM0739'NORTHWEST OF THE NORTHWEST RAIL, 3 FEET SOUTH OF A WITNESS POST, IN A
 BM0739'CUT, 0.9 FOOT ABOVE THE GROUND, SET IN THE TOP OF A LARGE LIMESTONE
 BM0739'BOULDER.
 BM0739
 BM0739                          STATION RECOVERY (1975)
 BM0739
 BM0739'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BM0739'MARK NOT FOUND.
 BM0739
 BM0739                          STATION RECOVERY (1980)
 BM0739
 BM0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0739'SEARCHED FOR, NOT RECOVERED.
 BM0739
 BM0739                          STATION RECOVERY (1990)
 BM0739
 BM0739'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0739'MARK NOT FOUND.
 BM0739
 BM0739                          STATION RECOVERY (1999)
 BM0739
 BM0739'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0365 ***********************************************************************
 DN0365  DESIGNATION -  J 1035
 DN0365  PID         -  DN0365
 DN0365  STATE/COUNTY-  TX/COLLIN
 DN0365  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0365
 DN0365                         *CURRENT SURVEY CONTROL
 DN0365  ___________________________________________________________________
 DN0365* NAD 83(1986)-  33 09 08.     (N)    096 44 00.     (W)     SCALED    
 DN0365* NAVD 88     -       218.224  (meters)     715.96   (feet)  ADJUSTED  
 DN0365  ___________________________________________________________________
 DN0365  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DN0365  DYNAMIC HT  -         217.984 (meters)     715.17  (feet)  COMP
 DN0365  MODELED GRAV-     979,534.7   (mgal)                       NAVD 88
 DN0365
 DN0365  VERT ORDER  -  SECOND    CLASS 0
 DN0365
 DN0365.The horizontal coordinates were scaled from a topographic map and have
 DN0365.an estimated accuracy of +/- 6 seconds.
 DN0365
 DN0365.The orthometric height was determined by differential leveling
 DN0365.and adjusted by the National Geodetic Survey in June 1991..
 DN0365
 DN0365.The geoid height was determined by GEOID03.
 DN0365
 DN0365.The dynamic height is computed by dividing the NAVD 88
 DN0365.geopotential number by the normal gravity value computed on the
 DN0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0365.degrees latitude (g = 980.6199 gals.).
 DN0365
 DN0365.The modeled gravity was interpolated from observed gravity values.
 DN0365
 DN0365;                    North         East    Units  Estimated Accuracy
 DN0365;SPC TXNC     - 2,166,120.      764,790.      MT  (+/- 180 meters Scaled)
 DN0365
 DN0365                          SUPERSEDED SURVEY CONTROL
 DN0365
 DN0365  NGVD 29 (??/??/92)  218.246  (m)          716.03   (f) ADJ UNCH    2 0
 DN0365
 DN0365.Superseded values are not recommended for survey control.
 DN0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0365.See file dsdata.txt to determine how the superseded data were derived.
 DN0365
 DN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB114704(NAD 83)
 DN0365_MARKER: DB = BENCH MARK DISK
 DN0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0365_STAMPING: J 1035 1954
 DN0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0365+STABILITY: SURFACE MOTION
 DN0365
 DN0365  HISTORY     - Date     Condition        Report By
 DN0365  HISTORY     - 1954     MONUMENTED       CGS
 DN0365  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 DN0365  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0365
 DN0365                          STATION DESCRIPTION
 DN0365
 DN0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0365'5.5 MI E FROM FRISCO.
 DN0365'1.5 MILES EAST ALONG STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0365'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, THENCE 4.0 MILES EAST
 DN0365'ALONG FARM ROAD 720.  37 FEET NORTH OF THE CENTER LINE OF THE FARM
 DN0365'ROAD, 73 FEET NORTHWEST OF THE CENTER LINE OF A CROSS ROAD, 2.4 FEET
 DN0365'SOUTH OF A FENCE, 2.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 DN0365'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DN0365
 DN0365                          STATION RECOVERY (1991)
 DN0365
 DN0365'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0365'MARK NOT FOUND.
 DN0365
 DN0365                          STATION RECOVERY (2005)
 DN0365
 DN0365'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1760 ***********************************************************************
 BK1760  SACS        -  This is a Secondary Airport Control Station.
 BK1760  DESIGNATION -  J 1037
 BK1760  PID         -  BK1760
 BK1760  STATE/COUNTY-  TX/ORANGE
 BK1760  USGS QUAD   -  ORANGEFIELD (1974)
 BK1760
 BK1760                         *CURRENT SURVEY CONTROL
 BK1760  ___________________________________________________________________
 BK1760* NAD 83(1993)-  30 04 08.03888(N)    093 47 52.43174(W)     ADJUSTED  
 BK1760* NAVD 88     -         3.22   (meters)      10.6    (feet)  LEVELING  
 BK1760  ___________________________________________________________________
 BK1760  X           -    -365,922.131 (meters)                     COMP
 BK1760  Y           -  -5,512,280.684 (meters)                     COMP
 BK1760  Z           -   3,176,973.788 (meters)                     COMP
 BK1760  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BK1760  ELLIP HEIGHT-         -24.20  (meters)          (03/15/01) GPS OBS
 BK1760  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK1760
 BK1760  HORZ ORDER  -  FIRST
 BK1760  VERT ORDER  -  THIRD
 BK1760  ELLP ORDER  -  FIFTH     CLASS I
 BK1760
 BK1760.This mark is at Orange Co (ORG) Airport (ORG)
 BK1760
 BK1760.The horizontal coordinates were established by GPS observations
 BK1760.and adjusted by the National Geodetic Survey in March 1997..
 BK1760
 BK1760.The orthometric height was determined by differential leveling.
 BK1760.The vertical network tie was performed by a horz. field party for horz.
 BK1760.obs reductions. Reset procedures were used to establish the elevation.
 BK1760
 BK1760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1760
 BK1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1760
 BK1760.The ellipsoidal height was determined by GPS observations
 BK1760.and is referenced to NAD 83.
 BK1760
 BK1760.The geoid height was determined by GEOID03.
 BK1760
 BK1760;                    North         East     Units Scale Factor Converg.
 BK1760;SPC TX C     - 3,063,096.518 1,329,789.631   MT  1.00001309   +3 21 58.1
 BK1760;SPC TX C     -10,049,509.16  4,362,818.15   sFT  1.00001309   +3 21 58.1
 BK1760;SPC LA S     -   176,458.788   762,403.588   MT  0.99992645   -1 13 56.3
 BK1760;SPC LA S     -   578,931.87  2,501,319.10   sFT  0.99992645   -1 13 56.3
 BK1760;UTM  15      - 3,326,688.343   423,096.581   MT  0.99967296   -0 23 59.3
 BK1760
 BK1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1760!SPC TX C     -   1.00000380  x   1.00001309  =   1.00001689
 BK1760!SPC LA S     -   1.00000380  x   0.99992645  =   0.99993025
 BK1760!UTM  15      -   1.00000380  x   0.99967296  =   0.99967676
 BK1760
 BK1760                          SUPERSEDED SURVEY CONTROL
 BK1760
 BK1760  ELLIP H (03/21/97)  -24.06   (m)                       GP(       ) 5 1
 BK1760  NAD 83(1993)-  30 04 08.04091(N)    093 47 52.43200(W) AD(       ) 3
 BK1760  ELLIP H (02/16/96)  -24.11   (m)                       GP(       ) 5 1
 BK1760  NAD 83(1993)-  30 04 08.05339(N)    093 47 52.41712(W) AD(       ) 3
 BK1760  ELLIP H (01/21/93)  -24.24   (m)                       GP(       ) 4 2
 BK1760  NAD 83(1986)-  30 04 08.05712(N)    093 47 52.41555(W) AD(       ) 3
 BK1760  NAD 27      -  30 04 07.27842(N)    093 47 51.79168(W) AD(       ) 3
 BK1760  NGVD 29 (??/??/??)    3.256  (m)           10.68   (f) ADJUSTED    1 1
 BK1760
 BK1760.Superseded values are not recommended for survey control.
 BK1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1760.See file dsdata.txt to determine how the superseded data were derived.
 BK1760
 BK1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP2309726688(NAD 83)
 BK1760_MARKER: DB = BENCH MARK DISK
 BK1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1760_SP_SET: CONCRETE POST
 BK1760_STAMPING: J 1037 1955
 BK1760_MARK LOGO: NGS   
 BK1760_PROJECTION: FLUSH
 BK1760_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1760+STABILITY: SURFACE MOTION
 BK1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1760+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 BK1760
 BK1760  HISTORY     - Date     Condition        Report By
 BK1760  HISTORY     - 1955     MONUMENTED       CGS
 BK1760  HISTORY     - 1972     GOOD             NGS
 BK1760  HISTORY     - 19880322 GOOD             NGS
 BK1760  HISTORY     - 19880326 GOOD             USPSQD
 BK1760  HISTORY     - 1989     GOOD             USPSQD
 BK1760  HISTORY     - 1990     GOOD             USPSQD
 BK1760  HISTORY     - 19950118 GOOD             NGS
 BK1760  HISTORY     - 19960427 GOOD             USPSQD
 BK1760  HISTORY     - 19971209 GOOD             TXDOT
 BK1760  HISTORY     - 20000621 GOOD             LOCSUR
 BK1760  HISTORY     - 20040314 GOOD             USPSQD
 BK1760  HISTORY     - 20060414 GOOD             USCG
 BK1760
 BK1760                          STATION DESCRIPTION
 BK1760
 BK1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1760'4.0 MI SW FROM ORANGE.
 BK1760'ABOUT 1.9 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1760'STATION AT ORANGE, THENCE 2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 87,
 BK1760'AT THE E.W. BROWN AIRPORT, 365 FEET NORTHWEST OF THE CENTER LINE OF
 BK1760'THE HIGHWAY, 307 FEET NORTHEAST OF THE NORTH CORNER OF A LARGE TIN
 BK1760'HANGER, 25 FEET NORTHWEST OF A CONCRETE FOUNDATION OF A WINDSOCK, SET
 BK1760'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- MARK HAS
 BK1760'BEEN SCRAPED BY A MOWING MACHINE, AND WAS RESTAMPED BY THIS UNIT.
 BK1760
 BK1760                          STATION RECOVERY (1988)
 BK1760
 BK1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BK1760'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHWEST OF ORANGE AT THE
 BK1760'ORANGE COUNTY AIRPORT.  OWNERSHIP--ORANGE COUNTY, C/O CHUCK
 BK1760'BALDWIN-FBO, P.O. BOX 2339, ORANGE TX 77630.  TELEPHONE NUMBER
 BK1760'409-883-6964.
 BK1760'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 87 AND 62
 BK1760'ABOUT 8 KM (4.95 MI) SOUTHWEST OF ORANGE.  GO NORTHEAST ON STATE
 BK1760'HIGHWAY 87 FOR 3.0 KM (1.85 MI) TO THE MAIN ENTRANCE TO THE AIRPORT
 BK1760'ON THE LEFT.  TURN LEFT FOR 0.8 KM (0.50 MI) TO A GAP IN A CABLE TYPE
 BK1760'FENCE.  TURN LEFT FOR ABOUT 60 M (196.8 FT) TO THE STATION ON THE
 BK1760'LEFT.
 BK1760'THE STATION IS SET 93.6 M (307.1 FT) NORTHEAST OF THE NORTH CORNER OF
 BK1760'A LARGE TIN HANGER, 12.0 M (39.4 FT) NORTHWEST OF A METAL POST,
 BK1760'STANDING ABOUT 1 M (3.3 FT) ABOVE GROUND, 27.8 M (91.2 FT) NORTH OF
 BK1760'THE NORTH CORNER OF A CONCRETE FOUNDATION, 34.3 M (112.5 FT) WEST OF
 BK1760'THE CENTER OF A GRAVEL ROAD AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 BK1760'POST.
 BK1760'DESCRIBED BY B.L.L.
 BK1760
 BK1760                          STATION RECOVERY (1988)
 BK1760
 BK1760'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BK1760'RECOVERED IN GOOD CONDITION.
 BK1760
 BK1760                          STATION RECOVERY (1989)
 BK1760
 BK1760'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 BK1760'RECOVERED IN GOOD CONDITION.
 BK1760
 BK1760                          STATION RECOVERY (1990)
 BK1760
 BK1760'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 BK1760'RECOVERED IN GOOD CONDITION.
 BK1760
 BK1760                          STATION RECOVERY (1995)
 BK1760
 BK1760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 BK1760'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) SOUTHWEST OF ORANGE AT
 BK1760'THE ORANGE COUNTY AIRPORT.  OWNERSHIP-- ORANGE COUNTY.  FOR ACCESS
 BK1760'CONTACT MR.  CHUCK FRAZIER, AIRPORT MANAGER, 2520 SOUTH HIGHWAY 87,
 BK1760'ORANGE, TX 77630.  PHONE (409) 882-7895 OR 6262.  TO REACH THE STATION
 BK1760'FROM THE JUNCTION OF STATE HIGHWAY 87 AND STATE HIGHWAY 62, ABOUT 5.O
 BK1760'MI SOUTHWEST OF ORANGE, GO NORTH ON STATE HIGHWAY 87 FOR 1.75 MI (2.82
 BK1760'KM) TO A TRACK ROAD TO THE AIRPORT APRON AND LARGE TIN HANGAR ON THE
 BK1760'LEFT.  TURN LEFT AND PROCEED FOR ABOUT 200 FT (61.0 M) TO THE STATION
 BK1760'ON THE LEFT.  THE STATION IS 93.6 M (307.1 FT) NORTHEAST OF THE NORTH
 BK1760'CORNER OF A LARGE TIN HANGAR, 12.0 M (39.4 FT) NORTHWEST OF A METAL
 BK1760'POST PROJECTING ABOUT 1.0 M (3.3 FT) ABOVE THE GROUND 27.8 M (91.2 FT)
 BK1760'NORTH OF THE NORTH CORNER OF AN OLD FOUNDATION, 34.3 M (112.5 FT) WEST
 BK1760'OF THE CENTER OF THE TRACK ROAD, AND O.3 M SOUTH OF A WITNESS POST.
 BK1760
 BK1760                          STATION RECOVERY (1996)
 BK1760
 BK1760'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1760'RECOVERED IN GOOD CONDITION.
 BK1760
 BK1760                          STATION RECOVERY (1997)
 BK1760
 BK1760'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 BK1760'GOOD.
 BK1760
 BK1760                          STATION RECOVERY (2000)
 BK1760
 BK1760'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KJD)
 BK1760'RECOVERED IN GOOD CONDITION.
 BK1760
 BK1760                          STATION RECOVERY (2004)
 BK1760
 BK1760'RECOVERY NOTE BY US POWER SQUADRON 2004 (SSQ)
 BK1760'RECOVERED IN GOOD CONDITION.
 BK1760
 BK1760                          STATION RECOVERY (2006)
 BK1760
 BK1760'RECOVERY NOTE BY US COAST GUARD 2006 (MGS)
 BK1760'RECOVERED AS DESCRIBED, WITNESS POST MISSING, REPLAXCED IT WITHA 3'
 BK1760'PIECE OF REBAR PAINTED ORANGE WITH ORANGE CAP ON TOP.  PHONE NUMBERS
 BK1760'FOR ORANGE COUNTY AIRPORT HAVE CHAANGED.  NEW POC IS THOMAS FOREMAN
 BK1760'(409) 883-6964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0209 ***********************************************************************
 EO0209  DESIGNATION -  J 1038
 EO0209  PID         -  EO0209
 EO0209  STATE/COUNTY-  TX/PARMER
 EO0209  USGS QUAD   -  PARMERTON (1965)
 EO0209
 EO0209                         *CURRENT SURVEY CONTROL
 EO0209  ___________________________________________________________________
 EO0209* NAD 83(1986)-  34 34 45.     (N)    102 48 15.     (W)     SCALED    
 EO0209* NAVD 88     -      1273.394  (meters)    4177.79   (feet)  ADJUSTED  
 EO0209  ___________________________________________________________________
 EO0209  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 EO0209  DYNAMIC HT  -        1271.745 (meters)    4172.38  (feet)  COMP
 EO0209  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 EO0209
 EO0209  VERT ORDER  -  FIRST     CLASS II
 EO0209
 EO0209.The horizontal coordinates were scaled from a topographic map and have
 EO0209.an estimated accuracy of +/- 6 seconds.
 EO0209
 EO0209.The orthometric height was determined by differential leveling
 EO0209.and adjusted by the National Geodetic Survey in June 1991..
 EO0209
 EO0209.The geoid height was determined by GEOID03.
 EO0209
 EO0209.The dynamic height is computed by dividing the NAVD 88
 EO0209.geopotential number by the normal gravity value computed on the
 EO0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0209.degrees latitude (g = 980.6199 gals.).
 EO0209
 EO0209.The modeled gravity was interpolated from observed gravity values.
 EO0209
 EO0209;                    North         East    Units  Estimated Accuracy
 EO0209;SPC TX N     - 1,065,040.       80,340.      MT  (+/- 180 meters Scaled)
 EO0209
 EO0209                          SUPERSEDED SURVEY CONTROL
 EO0209
 EO0209  NGVD 29 (??/??/92) 1272.822  (m)         4175.92   (f) ADJ UNCH    1 2
 EO0209
 EO0209.Superseded values are not recommended for survey control.
 EO0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0209.See file dsdata.txt to determine how the superseded data were derived.
 EO0209
 EO0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU014285(NAD 83)
 EO0209_MARKER: DB = BENCH MARK DISK
 EO0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0209_STAMPING: J 1038 1958
 EO0209_MARK LOGO: CGS   
 EO0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0209+STABILITY: SURFACE MOTION
 EO0209
 EO0209  HISTORY     - Date     Condition        Report By
 EO0209  HISTORY     - 1958     MONUMENTED       CGS
 EO0209  HISTORY     - 1984     GOOD             NGS
 EO0209
 EO0209                          STATION DESCRIPTION
 EO0209
 EO0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0209'6.2 MI NE FROM BOVINA.
 EO0209'ABOUT 6.2 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0209'FROM THE STATION AT BOVINA, 114 FEET EAST-NORTHEAST OF MILE POST 628,
 EO0209'ABOUT 0.3 MILE NORTHEAST OF PARMERTON SIDING SIGN, 79 FEET SOUTHEAST
 EO0209'OF THE NEAR RAIL OF THE MAIN TRACK, 58 FEET NORTHWEST OF THE CENTER
 EO0209'LINE OF THE DIRT ROAD, 6 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET
 EO0209'SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 EO0209'TRACK, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 EO0209'PROJECTING 6 INCHES.
 EO0209
 EO0209                          STATION RECOVERY (1984)
 EO0209
 EO0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0209'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.7 KM
 EO0209'(6.05 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0209'RAILROAD FROM THE STATION IN FRIONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0063 ***********************************************************************
 EO0063  DESIGNATION -  J 1039
 EO0063  PID         -  EO0063
 EO0063  STATE/COUNTY-  TX/CASTRO
 EO0063  USGS QUAD   -  EASTER (1966)
 EO0063
 EO0063                         *CURRENT SURVEY CONTROL
 EO0063  ___________________________________________________________________
 EO0063* NAD 83(1986)-  34 44 40.     (N)    102 29 45.     (W)     SCALED    
 EO0063* NAVD 88     -      1201.417  (meters)    3941.65   (feet)  ADJUSTED  
 EO0063  ___________________________________________________________________
 EO0063  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 EO0063  DYNAMIC HT  -        1199.889 (meters)    3936.64  (feet)  COMP
 EO0063  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 EO0063
 EO0063  VERT ORDER  -  FIRST     CLASS II
 EO0063
 EO0063.The horizontal coordinates were scaled from a topographic map and have
 EO0063.an estimated accuracy of +/- 6 seconds.
 EO0063
 EO0063.The orthometric height was determined by differential leveling
 EO0063.and adjusted by the National Geodetic Survey in June 1991..
 EO0063.WARNING-Repeat measurements at this control monument indicate possible
 EO0063.vertical movement.
 EO0063
 EO0063.The geoid height was determined by GEOID03.
 EO0063
 EO0063.The dynamic height is computed by dividing the NAVD 88
 EO0063.geopotential number by the normal gravity value computed on the
 EO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0063.degrees latitude (g = 980.6199 gals.).
 EO0063
 EO0063.The modeled gravity was interpolated from observed gravity values.
 EO0063
 EO0063;                    North         East    Units  Estimated Accuracy
 EO0063;SPC TX N     - 1,083,050.      108,810.      MT  (+/- 180 meters Scaled)
 EO0063
 EO0063                          SUPERSEDED SURVEY CONTROL
 EO0063
 EO0063  NGVD 29 (??/??/92) 1200.860  (m)         3939.82   (f) ADJ UNCH    1 2
 EO0063
 EO0063.Superseded values are not recommended for survey control.
 EO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0063.See file dsdata.txt to determine how the superseded data were derived.
 EO0063
 EO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU292475(NAD 83)
 EO0063_MARKER: DB = BENCH MARK DISK
 EO0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0063_STAMPING: J 1039 1958
 EO0063_MARK LOGO: CGS   
 EO0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0063+STABILITY: SURFACE MOTION
 EO0063
 EO0063  HISTORY     - Date     Condition        Report By
 EO0063  HISTORY     - 1958     MONUMENTED       CGS
 EO0063  HISTORY     - 1984     GOOD             NGS
 EO0063
 EO0063                          STATION DESCRIPTION
 EO0063
 EO0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0063'7.5 MI SW FROM HEREFORD.
 EO0063'ABOUT 7.5 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0063'FROM THE STATION AT HEREFORD, 49 FEET NORTHWEST OF MILE POST 607, 57
 EO0063'FEET NORTHWEST OF THE NEAR RAIL OF THE MAIN TRACK, 90 FEET SOUTHEAST
 EO0063'OF THE CENTER LINE OF U. S. HIGHWAY 60, 2 1/2 FEET NORTHEAST OF A
 EO0063'METAL WITNESS POST, ABOUT 4 FEET BELOW THE TRACK, ABOUT LEVEL WITH THE
 EO0063'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. NOTE--
 EO0063'THIS MARK IS 0.65 MILE NORTHEAST B.M. S-20.
 EO0063
 EO0063                          STATION RECOVERY (1984)
 EO0063
 EO0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0123 ***********************************************************************
 BO0123  DESIGNATION -  J 104
 BO0123  PID         -  BO0123
 BO0123  STATE/COUNTY-  TX/SUTTON
 BO0123  USGS QUAD   -  SAVELL RANCH (1982)
 BO0123
 BO0123                         *CURRENT SURVEY CONTROL
 BO0123  ___________________________________________________________________
 BO0123* NAD 83(1986)-  30 37 52.     (N)    100 51 29.     (W)     SCALED    
 BO0123* NAVD 88     -       665.313  (meters)    2182.78   (feet)  ADJUSTED  
 BO0123  ___________________________________________________________________
 BO0123  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 BO0123  DYNAMIC HT  -         664.341 (meters)    2179.59  (feet)  COMP
 BO0123  MODELED GRAV-     979,159.4   (mgal)                       NAVD 88
 BO0123
 BO0123  VERT ORDER  -  FIRST     CLASS II
 BO0123
 BO0123.The horizontal coordinates were scaled from a topographic map and have
 BO0123.an estimated accuracy of +/- 6 seconds.
 BO0123
 BO0123.The orthometric height was determined by differential leveling
 BO0123.and adjusted by the National Geodetic Survey in June 1991..
 BO0123
 BO0123.The geoid height was determined by GEOID03.
 BO0123
 BO0123.The dynamic height is computed by dividing the NAVD 88
 BO0123.geopotential number by the normal gravity value computed on the
 BO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0123.degrees latitude (g = 980.6199 gals.).
 BO0123
 BO0123.The modeled gravity was interpolated from observed gravity values.
 BO0123
 BO0123;                    North         East    Units  Estimated Accuracy
 BO0123;SPC TX C     - 3,107,030.      649,700.      MT  (+/- 180 meters Scaled)
 BO0123
 BO0123                          SUPERSEDED SURVEY CONTROL
 BO0123
 BO0123  NGVD 29 (??/??/92)  665.121  (m)         2182.15   (f) ADJ UNCH    1 2
 BO0123
 BO0123.Superseded values are not recommended for survey control.
 BO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0123.See file dsdata.txt to determine how the superseded data were derived.
 BO0123
 BO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU219901(NAD 83)
 BO0123_MARKER: DB = BENCH MARK DISK
 BO0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0123_SP_SET: CULVERT
 BO0123_STAMPING: J 104 1933 ELEV. 2182.151 FT
 BO0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0123
 BO0123  HISTORY     - Date     Condition        Report By
 BO0123  HISTORY     - 1933     MONUMENTED       CGS
 BO0123  HISTORY     - 1958     GOOD             NGS
 BO0123
 BO0123                          STATION DESCRIPTION
 BO0123
 BO0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0123'13.5 MI W FROM SONORA.
 BO0123'ABOUT 13.5 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0123'3RD STREET AND CROCKETT AVENUE AT SONORA, 52 FEET NORTH OF THE CENTER
 BO0123'LINE OF THE HIGHWAY, ABOUT 300 FEET EAST OF A CONCRETE CULVERT, 44
 BO0123'FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 2 FEET
 BO0123'NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A CONCRETE WITNESS POST,
 BO0123'ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY, AND IN THE TOP OF A
 BO0123'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0013 ***********************************************************************
 EO0013  DESIGNATION -  J 1040
 EO0013  PID         -  EO0013
 EO0013  STATE/COUNTY-  TX/RANDALL
 EO0013  USGS QUAD   -  DAWN (1984)
 EO0013
 EO0013                         *CURRENT SURVEY CONTROL
 EO0013  ___________________________________________________________________
 EO0013* NAD 83(1986)-  34 56 07.     (N)    102 08 40.     (W)     SCALED    
 EO0013* NAVD 88     -      1150.006  (meters)    3772.98   (feet)  ADJUSTED  
 EO0013  ___________________________________________________________________
 EO0013  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 EO0013  DYNAMIC HT  -        1148.590 (meters)    3768.33  (feet)  COMP
 EO0013  MODELED GRAV-     979,363.9   (mgal)                       NAVD 88
 EO0013
 EO0013  VERT ORDER  -  FIRST     CLASS II
 EO0013
 EO0013.The horizontal coordinates were scaled from a topographic map and have
 EO0013.an estimated accuracy of +/- 6 seconds.
 EO0013
 EO0013.The orthometric height was determined by differential leveling
 EO0013.and adjusted by the National Geodetic Survey in June 1991..
 EO0013
 EO0013.The geoid height was determined by GEOID03.
 EO0013
 EO0013.The dynamic height is computed by dividing the NAVD 88
 EO0013.geopotential number by the normal gravity value computed on the
 EO0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0013.degrees latitude (g = 980.6199 gals.).
 EO0013
 EO0013.The modeled gravity was interpolated from observed gravity values.
 EO0013
 EO0013;                    North         East    Units  Estimated Accuracy
 EO0013;SPC TX N     - 1,103,950.      141,130.      MT  (+/- 180 meters Scaled)
 EO0013
 EO0013                          SUPERSEDED SURVEY CONTROL
 EO0013
 EO0013  NGVD 29 (??/??/92) 1149.480  (m)         3771.25   (f) ADJ UNCH    1 2
 EO0013
 EO0013.Superseded values are not recommended for survey control.
 EO0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0013.See file dsdata.txt to determine how the superseded data were derived.
 EO0013
 EO0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU608695(NAD 83)
 EO0013_MARKER: DB = BENCH MARK DISK
 EO0013_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EO0013_SP_SET: 15 1/2 FEET
 EO0013_STAMPING: J 1040 1958
 EO0013_MARK LOGO: CGS   
 EO0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0013
 EO0013  HISTORY     - Date     Condition        Report By
 EO0013  HISTORY     - 1958     MONUMENTED       CGS
 EO0013  HISTORY     - 1984     GOOD             NGS
 EO0013
 EO0013                          STATION DESCRIPTION
 EO0013
 EO0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0013'2.4 MI SW FROM UMBARGER.
 EO0013'ABOUT 2.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0013'FROM THE STATION AT UMBARGER, 77 FEET NORTHWEST OF MILE POST 583, 65
 EO0013'FEET SOUTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 60, 85 FEET
 EO0013'NORTHWEST OF THE NEAR RAIL, 9 FEET SOUTHEAST OF A TELEPHONE POLE, 2
 EO0013'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE TRACK,
 EO0013'ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 EO0013'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 15 1/2 FEET AND IS ENCASED IN
 EO0013'A 6-INCH TILE PROJECTING 6 INCHES.
 EO0013
 EO0013                          STATION RECOVERY (1984)
 EO0013
 EO0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0013'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.4 KM
 EO0013'(12.65 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0013'RAILROAD FROM THE STATION IN CANYON.  DELETE=9 FEET SOUTHEAST OF A
 EO0013'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0236 ***********************************************************************
 DM0236  DESIGNATION -  J 1041
 DM0236  PID         -  DM0236
 DM0236  STATE/COUNTY-  TX/CAMP
 DM0236  USGS QUAD   -  HARVARD (1963)
 DM0236
 DM0236                         *CURRENT SURVEY CONTROL
 DM0236  ___________________________________________________________________
 DM0236* NAD 83(1986)-  33 00 53.     (N)    094 54 58.     (W)     SCALED    
 DM0236* NAVD 88     -       103.554  (meters)     339.74   (feet)  ADJUSTED  
 DM0236  ___________________________________________________________________
 DM0236  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM0236  DYNAMIC HT  -         103.439 (meters)     339.37  (feet)  COMP
 DM0236  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 DM0236
 DM0236  VERT ORDER  -  FIRST     CLASS II
 DM0236
 DM0236.The horizontal coordinates were scaled from a topographic map and have
 DM0236.an estimated accuracy of +/- 6 seconds.
 DM0236
 DM0236.The orthometric height was determined by differential leveling
 DM0236.and adjusted by the National Geodetic Survey in June 1991..
 DM0236
 DM0236.The geoid height was determined by GEOID03.
 DM0236
 DM0236.The dynamic height is computed by dividing the NAVD 88
 DM0236.geopotential number by the normal gravity value computed on the
 DM0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0236.degrees latitude (g = 980.6199 gals.).
 DM0236
 DM0236.The modeled gravity was interpolated from observed gravity values.
 DM0236
 DM0236;                    North         East    Units  Estimated Accuracy
 DM0236;SPC TXNC     - 2,155,200.      934,760.      MT  (+/- 180 meters Scaled)
 DM0236
 DM0236                          SUPERSEDED SURVEY CONTROL
 DM0236
 DM0236  NGVD 29 (??/??/92)  103.576  (m)          339.82   (f) ADJ UNCH    1 2
 DM0236
 DM0236.Superseded values are not recommended for survey control.
 DM0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0236.See file dsdata.txt to determine how the superseded data were derived.
 DM0236
 DM0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS210545(NAD 83)
 DM0236_MARKER: DB = BENCH MARK DISK
 DM0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0236_STAMPING: J 1041 1954
 DM0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0236+STABILITY: SURFACE MOTION
 DM0236
 DM0236  HISTORY     - Date     Condition        Report By
 DM0236  HISTORY     - 1954     MONUMENTED       CGS
 DM0236
 DM0236                          STATION DESCRIPTION
 DM0236
 DM0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0236'3.3 MI NE FROM PITTSBURG.
 DM0236'3.3 MILES NORTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0236'STATION AT PITTSBURG, 6 RAILS NORTHEAST OF THE NORTHEAST END OF
 DM0236'TRESTLE T - 95.0, 29.3 FEET NORTHEAST OF THE 1ST POLE NORTHEAST OF
 DM0236'MILEPOST T - 95, 44 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.5 FEET
 DM0236'SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 DM0236'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0220 ***********************************************************************
 CR0220  DESIGNATION -  J 1042
 CR0220  PID         -  CR0220
 CR0220  STATE/COUNTY-  TX/CASS
 CR0220  USGS QUAD   -  AVINGER (1962)
 CR0220
 CR0220                         *CURRENT SURVEY CONTROL
 CR0220  ___________________________________________________________________
 CR0220* NAD 83(1986)-  32 59 04.     (N)    094 36 03.     (W)     SCALED    
 CR0220* NAVD 88     -        94.195  (meters)     309.04   (feet)  ADJUSTED  
 CR0220  ___________________________________________________________________
 CR0220  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CR0220  DYNAMIC HT  -          94.090 (meters)     308.69  (feet)  COMP
 CR0220  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 CR0220
 CR0220  VERT ORDER  -  FIRST     CLASS II
 CR0220
 CR0220.The horizontal coordinates were scaled from a topographic map and have
 CR0220.an estimated accuracy of +/- 6 seconds.
 CR0220
 CR0220.The orthometric height was determined by differential leveling
 CR0220.and adjusted by the National Geodetic Survey in June 1991..
 CR0220
 CR0220.The geoid height was determined by GEOID03.
 CR0220
 CR0220.The dynamic height is computed by dividing the NAVD 88
 CR0220.geopotential number by the normal gravity value computed on the
 CR0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0220.degrees latitude (g = 980.6199 gals.).
 CR0220
 CR0220.The modeled gravity was interpolated from observed gravity values.
 CR0220
 CR0220;                    North         East    Units  Estimated Accuracy
 CR0220;SPC TXNC     - 2,152,890.      964,320.      MT  (+/- 180 meters Scaled)
 CR0220
 CR0220                          SUPERSEDED SURVEY CONTROL
 CR0220
 CR0220  NGVD 29 (??/??/92)   94.236  (m)          309.17   (f) ADJ UNCH    1 2
 CR0220
 CR0220.Superseded values are not recommended for survey control.
 CR0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0220.See file dsdata.txt to determine how the superseded data were derived.
 CR0220
 CR0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS504507(NAD 83)
 CR0220_MARKER: DB = BENCH MARK DISK
 CR0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0220_SP_SET: CULVERT
 CR0220_STAMPING: J 1042 1954
 CR0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0220
 CR0220  HISTORY     - Date     Condition        Report By
 CR0220  HISTORY     - 1954     MONUMENTED       CGS
 CR0220
 CR0220                          STATION DESCRIPTION
 CR0220
 CR0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0220'2.3 MI SE FROM HUGHES SPRINGS.
 CR0220'2.3 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0220'STATION AT HUGHES SPRINGS, 1 1/2 POLES NORTHWEST OF MILEPOST T - 74,
 CR0220'80 FEET NORTHEAST OF THE NORTHEAST RAIL, 17 FEET SOUTHWEST OF THE
 CR0220'CENTER LINE OF STATE HIGHWAY 49, SET IN THE TOP OF THE SOUTHEAST END
 CR0220'OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0105 ***********************************************************************
 DO0105  DESIGNATION -  J 1043
 DO0105  PID         -  DO0105
 DO0105  STATE/COUNTY-  TX/WICHITA
 DO0105  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0105
 DO0105                         *CURRENT SURVEY CONTROL
 DO0105  ___________________________________________________________________
 DO0105* NAD 83(1986)-  33 59 12.     (N)    098 29 15.     (W)     SCALED    
 DO0105* NAVD 88     -       297.047  (meters)     974.56   (feet)  ADJUSTED  
 DO0105  ___________________________________________________________________
 DO0105  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DO0105  DYNAMIC HT  -         296.724 (meters)     973.50  (feet)  COMP
 DO0105  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 DO0105
 DO0105  VERT ORDER  -  SECOND    CLASS 0
 DO0105
 DO0105.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0105
 DO0105.The horizontal coordinates were scaled from a topographic map and have
 DO0105.an estimated accuracy of +/- 6 seconds.
 DO0105
 DO0105.The orthometric height was determined by differential leveling
 DO0105.and adjusted by the National Geodetic Survey in June 1991..
 DO0105
 DO0105.The geoid height was determined by GEOID03.
 DO0105
 DO0105.The dynamic height is computed by dividing the NAVD 88
 DO0105.geopotential number by the normal gravity value computed on the
 DO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0105.degrees latitude (g = 980.6199 gals.).
 DO0105
 DO0105.The modeled gravity was interpolated from observed gravity values.
 DO0105
 DO0105;                    North         East    Units  Estimated Accuracy
 DO0105;SPC TXNC     - 2,257,280.      601,160.      MT  (+/- 180 meters Scaled)
 DO0105
 DO0105                          SUPERSEDED SURVEY CONTROL
 DO0105
 DO0105  NGVD 29 (??/??/92)  296.952  (m)          974.25   (f) ADJ UNCH    2 0
 DO0105
 DO0105.Superseded values are not recommended for survey control.
 DO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0105.See file dsdata.txt to determine how the superseded data were derived.
 DO0105
 DO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC473607(NAD 83)
 DO0105_MARKER: DB = BENCH MARK DISK
 DO0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0105_STAMPING: J 1043 1957
 DO0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0105+STABILITY: SURFACE MOTION
 DO0105
 DO0105  HISTORY     - Date     Condition        Report By
 DO0105  HISTORY     - 1957     MONUMENTED       CGS
 DO0105  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0105  HISTORY     - 1984     GOOD             NGS
 DO0105
 DO0105                          STATION DESCRIPTION
 DO0105
 DO0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DO0105'5 MI N FROM WICHITA FALLS.
 DO0105'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE, 7000
 DO0105'FEET SOUTH SOUTHEAST OF THE NORTH NORTHWEST END OF A PROPOSED RUNWAY,
 DO0105'1000 FEET EAST NORTHEAST OF THE CENTER LINE OF THE PROPOSED RUNWAY, 70
 DO0105'FEET WEST SOUTHWEST OF THE BOUNDARY LINE OF THE AIR BASE, AT STATION
 DO0105'70 + 00 00/, 2 FEET SOUTH SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 DO0105'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND. NOTE--
 DO0105'CONSTRUCTION IN AREA.
 DO0105
 DO0105                          STATION RECOVERY (1972)
 DO0105
 DO0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0105'MARK NOT FOUND.
 DO0105
 DO0105                          STATION RECOVERY (1984)
 DO0105
 DO0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0006 ***********************************************************************
 CT0006  DESIGNATION -  J 1048
 CT0006  PID         -  CT0006
 CT0006  STATE/COUNTY-  TX/PARKER
 CT0006  USGS QUAD   -  BRAZOS EAST (1984)
 CT0006
 CT0006                         *CURRENT SURVEY CONTROL
 CT0006  ___________________________________________________________________
 CT0006* NAD 83(1986)-  32 42 58.     (N)    098 03 02.     (W)     SCALED    
 CT0006* NAVD 88     -       229.480  (meters)     752.89   (feet)  ADJUSTED  
 CT0006  ___________________________________________________________________
 CT0006  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CT0006  DYNAMIC HT  -         229.198 (meters)     751.96  (feet)  COMP
 CT0006  MODELED GRAV-     979,404.8   (mgal)                       NAVD 88
 CT0006
 CT0006  VERT ORDER  -  FIRST     CLASS II
 CT0006
 CT0006.The horizontal coordinates were scaled from a topographic map and have
 CT0006.an estimated accuracy of +/- 6 seconds.
 CT0006
 CT0006.The orthometric height was determined by differential leveling
 CT0006.and adjusted by the National Geodetic Survey in June 1991..
 CT0006
 CT0006.The geoid height was determined by GEOID03.
 CT0006
 CT0006.The dynamic height is computed by dividing the NAVD 88
 CT0006.geopotential number by the normal gravity value computed on the
 CT0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0006.degrees latitude (g = 980.6199 gals.).
 CT0006
 CT0006.The modeled gravity was interpolated from observed gravity values.
 CT0006
 CT0006;                    North         East    Units  Estimated Accuracy
 CT0006;SPC TXNC     - 2,116,460.      642,130.      MT  (+/- 180 meters Scaled)
 CT0006
 CT0006                          SUPERSEDED SURVEY CONTROL
 CT0006
 CT0006  NGVD 29 (??/??/92)  229.398  (m)          752.62   (f) ADJ UNCH    1 2
 CT0006
 CT0006.Superseded values are not recommended for survey control.
 CT0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0006.See file dsdata.txt to determine how the superseded data were derived.
 CT0006
 CT0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB889202(NAD 83)
 CT0006_MARKER: DB = BENCH MARK DISK
 CT0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0006_SP_SET: CULVERT
 CT0006_STAMPING: J 1048 1955
 CT0006_MARK LOGO: CGS   
 CT0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0006
 CT0006  HISTORY     - Date     Condition        Report By
 CT0006  HISTORY     - 1955     MONUMENTED       CGS
 CT0006  HISTORY     - 1983     GOOD             NGS
 CT0006  HISTORY     - 19970524 GOOD             USPSQD
 CT0006  HISTORY     - 20020316 GOOD             USPSQD
 CT0006
 CT0006                          STATION DESCRIPTION
 CT0006
 CT0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0006'3.0 MI SW FROM MILLSAP.
 CT0006'3.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0006'STATION AT MILLSAP, 4 1/2 POLES NORTHEAST OF THE STATION SIGN AT
 CT0006'BENNETT, 1 1/2 POLES SOUTHWEST OF MILEPOST 294, 12.8 FEET SOUTHEAST OF
 CT0006'THE SOUTHEAST RAIL OF THE MAIN TRACK, 4 FEET BELOW THE TOP OF THE
 CT0006'RAILS, SET IN THE TOP OF THE CENTER OF THEE SOUTHEAST HEADWALL OF A
 CT0006'CONCRETE CULVERT.
 CT0006
 CT0006                          STATION RECOVERY (1983)
 CT0006
 CT0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0006'RECOVERED IN GOOD CONDITION.
 CT0006
 CT0006                          STATION RECOVERY (1997)
 CT0006
 CT0006'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0006'RECOVERED IN GOOD CONDITION.
 CT0006
 CT0006                          STATION RECOVERY (2002)
 CT0006
 CT0006'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0184 ***********************************************************************
 CT0184  DESIGNATION -  J 1049
 CT0184  PID         -  CT0184
 CT0184  STATE/COUNTY-  TX/EASTLAND
 CT0184  USGS QUAD   -  EASTLAND (1987)
 CT0184
 CT0184                         *CURRENT SURVEY CONTROL
 CT0184  ___________________________________________________________________
 CT0184* NAD 83(1986)-  32 24 26.     (N)    098 49 53.     (W)     SCALED    
 CT0184* NAVD 88     -       444.216  (meters)    1457.40   (feet)  ADJUSTED  
 CT0184  ___________________________________________________________________
 CT0184  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CT0184  DYNAMIC HT  -         443.647 (meters)    1455.53  (feet)  COMP
 CT0184  MODELED GRAV-     979,345.8   (mgal)                       NAVD 88
 CT0184
 CT0184  VERT ORDER  -  FIRST     CLASS II
 CT0184
 CT0184.The horizontal coordinates were scaled from a topographic map and have
 CT0184.an estimated accuracy of +/- 6 seconds.
 CT0184
 CT0184.The orthometric height was determined by differential leveling
 CT0184.and adjusted by the National Geodetic Survey in June 1991..
 CT0184
 CT0184.The geoid height was determined by GEOID03.
 CT0184
 CT0184.The dynamic height is computed by dividing the NAVD 88
 CT0184.geopotential number by the normal gravity value computed on the
 CT0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0184.degrees latitude (g = 980.6199 gals.).
 CT0184
 CT0184.The modeled gravity was interpolated from observed gravity values.
 CT0184
 CT0184;                    North         East    Units  Estimated Accuracy
 CT0184;SPC TXNC     - 2,082,170.      568,830.      MT  (+/- 180 meters Scaled)
 CT0184
 CT0184                          SUPERSEDED SURVEY CONTROL
 CT0184
 CT0184  NGVD 29 (??/??/92)  444.077  (m)         1456.94   (f) ADJ UNCH    1 2
 CT0184
 CT0184.Superseded values are not recommended for survey control.
 CT0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0184.See file dsdata.txt to determine how the superseded data were derived.
 CT0184
 CT0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA158855(NAD 83)
 CT0184_MARKER: DB = BENCH MARK DISK
 CT0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0184_STAMPING: J 1049 1955
 CT0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0184+STABILITY: SURFACE MOTION
 CT0184
 CT0184  HISTORY     - Date     Condition        Report By
 CT0184  HISTORY     - 1955     MONUMENTED       CGS
 CT0184  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0184  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0184
 CT0184                          STATION DESCRIPTION
 CT0184
 CT0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0184'0.7 MI W FROM EASTLAND.
 CT0184'0.7 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0184'EASTLAND, 200 FEET EAST OF THE CENTER OF A ROAD CROSSING, 31 FEET
 CT0184'NORTH OF THE CENTER LINE OF A ROAD, 26.6 FEET SOUTH OF THE SOUTH RAIL,
 CT0184'6 FEET NORTH OF A TELEPHONE POLE, 1.9 FEET SOUTH OF A WITNESS POST, 4
 CT0184'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 CT0184'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CT0184
 CT0184                          STATION RECOVERY (1983)
 CT0184
 CT0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0184'MARK NOT FOUND.
 CT0184
 CT0184                          STATION RECOVERY (2002)
 CT0184
 CT0184'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0338 ***********************************************************************
 BO0338  DESIGNATION -  J 105
 BO0338  PID         -  BO0338
 BO0338  STATE/COUNTY-  TX/CROCKETT
 BO0338  USGS QUAD   -  BACHELOR HILL (1967)
 BO0338
 BO0338                         *CURRENT SURVEY CONTROL
 BO0338  ___________________________________________________________________
 BO0338* NAD 83(1986)-  30 42 03.     (N)    101 34 32.     (W)     SCALED    
 BO0338* NAVD 88     -       814.025  (meters)    2670.68   (feet)  ADJUSTED  
 BO0338  ___________________________________________________________________
 BO0338  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 BO0338  DYNAMIC HT  -         812.825 (meters)    2666.74  (feet)  COMP
 BO0338  MODELED GRAV-     979,139.7   (mgal)                       NAVD 88
 BO0338
 BO0338  VERT ORDER  -  FIRST     CLASS II
 BO0338
 BO0338.The horizontal coordinates were scaled from a topographic map and have
 BO0338.an estimated accuracy of +/- 6 seconds.
 BO0338
 BO0338.The orthometric height was determined by differential leveling
 BO0338.and adjusted by the National Geodetic Survey in June 1991..
 BO0338
 BO0338.The geoid height was determined by GEOID03.
 BO0338
 BO0338.The dynamic height is computed by dividing the NAVD 88
 BO0338.geopotential number by the normal gravity value computed on the
 BO0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0338.degrees latitude (g = 980.6199 gals.).
 BO0338
 BO0338.The modeled gravity was interpolated from observed gravity values.
 BO0338
 BO0338;                    North         East    Units  Estimated Accuracy
 BO0338;SPC TX C     - 3,115,310.      581,010.      MT  (+/- 180 meters Scaled)
 BO0338
 BO0338                          SUPERSEDED SURVEY CONTROL
 BO0338
 BO0338  NGVD 29 (??/??/92)  813.812  (m)         2669.98   (f) ADJ UNCH    1 2
 BO0338
 BO0338.Superseded values are not recommended for survey control.
 BO0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0338.See file dsdata.txt to determine how the superseded data were derived.
 BO0338
 BO0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU533992(NAD 83)
 BO0338_MARKER: DB = BENCH MARK DISK
 BO0338_SETTING: 66 = SET IN ROCK OUTCROP
 BO0338_SP_SET: OUTCROP
 BO0338_STAMPING: J 105 1933 2669.982
 BO0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0338+STABILITY: POSITION/ELEVATION WELL
 BO0338
 BO0338  HISTORY     - Date     Condition        Report By
 BO0338  HISTORY     - 1933     MONUMENTED       CGS
 BO0338  HISTORY     - 1958     GOOD             NGS
 BO0338
 BO0338                          STATION DESCRIPTION
 BO0338
 BO0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0338'17.55 MI E FROM SHEFFIELD.
 BO0338'ABOUT 17.55 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0338'SHEFFIELD, IN THE TOP OF A ROCK OUTCROP SURROUNDED BY A CIRCLE OF
 BO0338'LOOSE ROCK, 95 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 285
 BO0338'FEET NORTH OF THE NORTH LEG OF A STEEL WINDMILL, 44 FEET SOUTHEAST OF
 BO0338'A FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0035 ***********************************************************************
 CT0035  DESIGNATION -  J 1050
 CT0035  PID         -  CT0035
 CT0035  STATE/COUNTY-  TX/PALO PINTO
 CT0035  USGS QUAD   -  GORDON (1984)
 CT0035
 CT0035                         *CURRENT SURVEY CONTROL
 CT0035  ___________________________________________________________________
 CT0035* NAD 83(1986)-  32 32 34.     (N)    098 20 21.     (W)     SCALED    
 CT0035* NAVD 88     -       286.920  (meters)     941.34   (feet)  ADJUSTED  
 CT0035  ___________________________________________________________________
 CT0035  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CT0035  DYNAMIC HT  -         286.564 (meters)     940.17  (feet)  COMP
 CT0035  MODELED GRAV-     979,392.4   (mgal)                       NAVD 88
 CT0035
 CT0035  VERT ORDER  -  FIRST     CLASS II
 CT0035
 CT0035.The horizontal coordinates were scaled from a topographic map and have
 CT0035.an estimated accuracy of +/- 6 seconds.
 CT0035
 CT0035.The orthometric height was determined by differential leveling
 CT0035.and adjusted by the National Geodetic Survey in June 1991..
 CT0035
 CT0035.The geoid height was determined by GEOID03.
 CT0035
 CT0035.The dynamic height is computed by dividing the NAVD 88
 CT0035.geopotential number by the normal gravity value computed on the
 CT0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0035.degrees latitude (g = 980.6199 gals.).
 CT0035
 CT0035.The modeled gravity was interpolated from observed gravity values.
 CT0035
 CT0035;                    North         East    Units  Estimated Accuracy
 CT0035;SPC TXNC     - 2,097,160.      615,110.      MT  (+/- 180 meters Scaled)
 CT0035
 CT0035                          SUPERSEDED SURVEY CONTROL
 CT0035
 CT0035  NGVD 29 (??/??/92)  286.825  (m)          941.02   (f) ADJ UNCH    1 2
 CT0035
 CT0035.Superseded values are not recommended for survey control.
 CT0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0035.See file dsdata.txt to determine how the superseded data were derived.
 CT0035
 CT0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB620007(NAD 83)
 CT0035_MARKER: DB = BENCH MARK DISK
 CT0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0035_SP_SET: BRIDGE ABUTMENT
 CT0035_STAMPING: J 1050 1956
 CT0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0035
 CT0035  HISTORY     - Date     Condition        Report By
 CT0035  HISTORY     - 1956     MONUMENTED       CGS
 CT0035  HISTORY     - 20040327 GOOD             USPSQD
 CT0035
 CT0035                          STATION DESCRIPTION
 CT0035
 CT0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0035'1.85 MI E FROM GORDON.
 CT0035'1.85 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0035'AT GORDON, 5.2 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE
 CT0035'SOUTH END OF THE WEST CONCRETE ABUTMENT OF STEEL BRIDGE 316.7 OVER
 CT0035'BARTON CREEK.
 CT0035
 CT0035                          STATION RECOVERY (2004)
 CT0035
 CT0035'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0263 ***********************************************************************
 CT0263  DESIGNATION -  J 1051
 CT0263  PID         -  CT0263
 CT0263  STATE/COUNTY-  TX/STEPHENS
 CT0263  USGS QUAD   -  LA CASA (1967)
 CT0263
 CT0263                         *CURRENT SURVEY CONTROL
 CT0263  ___________________________________________________________________
 CT0263* NAD 83(1986)-  32 31 09.     (N)    098 39 00.     (W)     SCALED    
 CT0263* NAVD 88     -       416.252  (meters)    1365.65   (feet)  ADJUSTED  
 CT0263  ___________________________________________________________________
 CT0263  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CT0263  DYNAMIC HT  -         415.723 (meters)    1363.92  (feet)  COMP
 CT0263  MODELED GRAV-     979,356.1   (mgal)                       NAVD 88
 CT0263
 CT0263  VERT ORDER  -  FIRST     CLASS II
 CT0263
 CT0263.The horizontal coordinates were scaled from a topographic map and have
 CT0263.an estimated accuracy of +/- 6 seconds.
 CT0263
 CT0263.The orthometric height was determined by differential leveling
 CT0263.and adjusted by the National Geodetic Survey in June 1991..
 CT0263
 CT0263.The geoid height was determined by GEOID03.
 CT0263
 CT0263.The dynamic height is computed by dividing the NAVD 88
 CT0263.geopotential number by the normal gravity value computed on the
 CT0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0263.degrees latitude (g = 980.6199 gals.).
 CT0263
 CT0263.The modeled gravity was interpolated from observed gravity values.
 CT0263
 CT0263;                    North         East    Units  Estimated Accuracy
 CT0263;SPC TXNC     - 2,094,540.      585,910.      MT  (+/- 180 meters Scaled)
 CT0263
 CT0263                          SUPERSEDED SURVEY CONTROL
 CT0263
 CT0263  NGVD 29 (??/??/92)  416.119  (m)         1365.22   (f) ADJ UNCH    1 2
 CT0263
 CT0263.Superseded values are not recommended for survey control.
 CT0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0263.See file dsdata.txt to determine how the superseded data were derived.
 CT0263
 CT0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA328980(NAD 83)
 CT0263_MARKER: DB = BENCH MARK DISK
 CT0263_SETTING: 66 = SET IN ROCK OUTCROP
 CT0263_SP_SET: ROCK OUTCROP
 CT0263_STAMPING: J 1051 1956
 CT0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0263+STABILITY: POSITION/ELEVATION WELL
 CT0263
 CT0263  HISTORY     - Date     Condition        Report By
 CT0263  HISTORY     - 1956     MONUMENTED       CGS
 CT0263
 CT0263                          STATION DESCRIPTION
 CT0263
 CT0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0263'3.9 MI NE FROM RANGER.
 CT0263'3.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0263'STATION AT RANGER, 267 FEET NORTHEAST OF AN EASTLAND AND STEPHENS
 CT0263'COUNTY LINE MARKER, 45 FEET EAST OF THE EAST RAIL, 30.5 FEET NORTHEAST
 CT0263'OF A SIGNAL BOX, 23.5 FEET NORTH OF MILEPOST 337, 2 FEET ABOVE THE TOP
 CT0263'OF THE RAILS, SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0428 ***********************************************************************
 CT0428  DESIGNATION -  J 1052
 CT0428  PID         -  CT0428
 CT0428  STATE/COUNTY-  TX/CALLAHAN
 CT0428  USGS QUAD   -  BAIRD (1966)
 CT0428
 CT0428                         *CURRENT SURVEY CONTROL
 CT0428  ___________________________________________________________________
 CT0428* NAD 83(1986)-  32 24 19.     (N)    099 29 28.     (W)     SCALED    
 CT0428* NAVD 88     -       606.045  (meters)    1988.33   (feet)  ADJUSTED  
 CT0428  ___________________________________________________________________
 CT0428  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CT0428  DYNAMIC HT  -         605.250 (meters)    1985.72  (feet)  COMP
 CT0428  MODELED GRAV-     979,308.4   (mgal)                       NAVD 88
 CT0428
 CT0428  VERT ORDER  -  FIRST     CLASS II
 CT0428
 CT0428.The horizontal coordinates were scaled from a topographic map and have
 CT0428.an estimated accuracy of +/- 6 seconds.
 CT0428
 CT0428.The orthometric height was determined by differential leveling
 CT0428.and adjusted by the National Geodetic Survey in June 1991..
 CT0428
 CT0428.The geoid height was determined by GEOID03.
 CT0428
 CT0428.The dynamic height is computed by dividing the NAVD 88
 CT0428.geopotential number by the normal gravity value computed on the
 CT0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0428.degrees latitude (g = 980.6199 gals.).
 CT0428
 CT0428.The modeled gravity was interpolated from observed gravity values.
 CT0428
 CT0428;                    North         East    Units  Estimated Accuracy
 CT0428;SPC TXNC     - 2,082,350.      506,770.      MT  (+/- 180 meters Scaled)
 CT0428
 CT0428                          SUPERSEDED SURVEY CONTROL
 CT0428
 CT0428  NGVD 29 (??/??/92)  605.867  (m)         1987.75   (f) ADJ UNCH    1 2
 CT0428
 CT0428.Superseded values are not recommended for survey control.
 CT0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0428.See file dsdata.txt to determine how the superseded data were derived.
 CT0428
 CT0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA538854(NAD 83)
 CT0428_MARKER: DB = BENCH MARK DISK
 CT0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0428_SP_SET: CULVERT
 CT0428_STAMPING: J 1052 1956
 CT0428_MARK LOGO: CGS   
 CT0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0428
 CT0428  HISTORY     - Date     Condition        Report By
 CT0428  HISTORY     - 1956     MONUMENTED       CGS
 CT0428  HISTORY     - 1961     GOOD             NGS
 CT0428  HISTORY     - 1983     GOOD             NGS
 CT0428  HISTORY     - 20011014 GOOD             USPSQD
 CT0428
 CT0428                          STATION DESCRIPTION
 CT0428
 CT0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0428'0.2 MI E FROM CLYDE.
 CT0428'0.2 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0428'CLYDE, 3 1/2 POLES EAST OF MILEPOST 392, 8 FEET SOUTH OF THE SOUTH
 CT0428'RAIL, 119 FEET NORTH OF THE CENTER LINE OF FARM ROAD 18, 2 FEET BELOW
 CT0428'THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE SOUTH
 CT0428'HEADWALL OF A CONCRETE CULVERT.
 CT0428
 CT0428                          STATION RECOVERY (1961)
 CT0428
 CT0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0428'RECOVERED IN GOOD CONDITION.
 CT0428
 CT0428                          STATION RECOVERY (1983)
 CT0428
 CT0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0428'RECOVERED IN GOOD CONDITION WITH THE EXCEPTION OF THE RAILROAD STATION
 CT0428'IN CLYDE HAS BEEN DESTROYED.  NEW TO REACH FOLLOWS.  23.8 KM (14.8 MI)
 CT0428'EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE RAILROAD STATION
 CT0428'IN ABILENE.
 CT0428
 CT0428                          STATION RECOVERY (2001)
 CT0428
 CT0428'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0386 ***********************************************************************
 CT0386  DESIGNATION -  J 1053
 CT0386  PID         -  CT0386
 CT0386  STATE/COUNTY-  TX/CALLAHAN
 CT0386  USGS QUAD   -  PUTNAM NORTH (1966)
 CT0386
 CT0386                         *CURRENT SURVEY CONTROL
 CT0386  ___________________________________________________________________
 CT0386* NAD 83(1986)-  32 22 53.     (N)    099 08 53.     (W)     SCALED    
 CT0386* NAVD 88     -       473.191  (meters)    1552.46   (feet)  ADJUSTED  
 CT0386  ___________________________________________________________________
 CT0386  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CT0386  DYNAMIC HT  -         472.578 (meters)    1550.45  (feet)  COMP
 CT0386  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 CT0386
 CT0386  VERT ORDER  -  FIRST     CLASS II
 CT0386
 CT0386.The horizontal coordinates were scaled from a topographic map and have
 CT0386.an estimated accuracy of +/- 6 seconds.
 CT0386
 CT0386.The orthometric height was determined by differential leveling
 CT0386.and adjusted by the National Geodetic Survey in June 1991..
 CT0386
 CT0386.The geoid height was determined by GEOID03.
 CT0386
 CT0386.The dynamic height is computed by dividing the NAVD 88
 CT0386.geopotential number by the normal gravity value computed on the
 CT0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0386.degrees latitude (g = 980.6199 gals.).
 CT0386
 CT0386.The modeled gravity was interpolated from observed gravity values.
 CT0386
 CT0386;                    North         East    Units  Estimated Accuracy
 CT0386;SPC TXNC     - 2,079,450.      539,020.      MT  (+/- 180 meters Scaled)
 CT0386
 CT0386                          SUPERSEDED SURVEY CONTROL
 CT0386
 CT0386  NGVD 29 (??/??/92)  473.055  (m)         1552.01   (f) ADJ UNCH    1 2
 CT0386
 CT0386.Superseded values are not recommended for survey control.
 CT0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0386.See file dsdata.txt to determine how the superseded data were derived.
 CT0386
 CT0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA860827(NAD 83)
 CT0386_MARKER: DB = BENCH MARK DISK
 CT0386_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CT0386_SP_SET: 22.5 FEET
 CT0386_STAMPING: J 1053 1956
 CT0386_MARK LOGO: CGS   
 CT0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0386
 CT0386  HISTORY     - Date     Condition        Report By
 CT0386  HISTORY     - 1956     MONUMENTED       CGS
 CT0386  HISTORY     - 1983     GOOD             NGS
 CT0386
 CT0386                          STATION DESCRIPTION
 CT0386
 CT0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0386'2.8 MI E FROM PUTNAM.
 CT0386'2.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0386'AT PUTNAM, 3 POLES EAST OF MILEPOST 371, 48 FEET SOUTH OF THE SOUTH
 CT0386'RAIL, 15 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 1.5
 CT0386'FEET WEST OF A WITNESS POST, CLAMPED ON THE TOP OF A COPPER COATED
 CT0386'STEEL ROD WHICH IS DRIVEN 22.5 FEET IN THE GROUND, INCASED IN A 6 INCH
 CT0386'TILE PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, 3 POLES EAST OF
 CT0386'THE EAST END OF TRESTLE 371.0.
 CT0386
 CT0386                          STATION RECOVERY (1983)
 CT0386
 CT0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0386'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.1 KM
 CT0386'(17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0386'FARM ROAD 2461 IN RANGER,  THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG
 CT0386'CONRAD HILTON AVENUE, THENCE 16.6 KM (10.3 MI) WESTERLY ALONG THE
 CT0386'MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0633 ***********************************************************************
 CU0633  DESIGNATION -  J 1054
 CU0633  PID         -  CU0633
 CU0633  STATE/COUNTY-  TX/MIDLAND
 CU0633  USGS QUAD   -  GERMANIA (1974)
 CU0633
 CU0633                         *CURRENT SURVEY CONTROL
 CU0633  ___________________________________________________________________
 CU0633* NAD 83(1986)-  32 04 44.     (N)    101 54 41.     (W)     SCALED    
 CU0633* NAVD 88     -       826.025  (meters)    2710.05   (feet)  ADJUSTED  
 CU0633  ___________________________________________________________________
 CU0633  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 CU0633  DYNAMIC HT  -         824.872 (meters)    2706.27  (feet)  COMP
 CU0633  MODELED GRAV-     979,216.8   (mgal)                       NAVD 88
 CU0633
 CU0633  VERT ORDER  -  FIRST     CLASS II
 CU0633
 CU0633.The horizontal coordinates were scaled from a topographic map and have
 CU0633.an estimated accuracy of +/- 6 seconds.
 CU0633
 CU0633.The orthometric height was determined by differential leveling
 CU0633.and adjusted by the National Geodetic Survey in June 1991..
 CU0633
 CU0633.The geoid height was determined by GEOID03.
 CU0633
 CU0633.The dynamic height is computed by dividing the NAVD 88
 CU0633.geopotential number by the normal gravity value computed on the
 CU0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0633.degrees latitude (g = 980.6199 gals.).
 CU0633
 CU0633.The modeled gravity was interpolated from observed gravity values.
 CU0633
 CU0633;                    North         East    Units  Estimated Accuracy
 CU0633;SPC TX C     - 3,268,480.      551,010.      MT  (+/- 180 meters Scaled)
 CU0633
 CU0633                          SUPERSEDED SURVEY CONTROL
 CU0633
 CU0633  NGVD 29 (??/??/92)  825.700  (m)         2708.98   (f) ADJ UNCH    1 2
 CU0633
 CU0633.Superseded values are not recommended for survey control.
 CU0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0633.See file dsdata.txt to determine how the superseded data were derived.
 CU0633
 CU0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA251528(NAD 83)
 CU0633_MARKER: DB = BENCH MARK DISK
 CU0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0633_STAMPING: J 1054 1956
 CU0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0633+STABILITY: SURFACE MOTION
 CU0633
 CU0633  HISTORY     - Date     Condition        Report By
 CU0633  HISTORY     - 1956     MONUMENTED       CGS
 CU0633  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0633
 CU0633                          STATION DESCRIPTION
 CU0633
 CU0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0633'7.9 MI SW FROM STANTON.
 CU0633'7.9 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0633'STATION AT STANTON, 6 POLES SOUTHWEST OF MILEPOST 542, 287 FEET
 CU0633'NORTHWEST OF THE NORTHWEST RAIL, 134 FEET NORTHWEST OF THE CENTER LINE
 CU0633'OF THE NORTHWEST TRAFFIC LANE OF U.S. HIGHWAY 80, 90 FEET NORTHEAST OF
 CU0633'A FENCE CORNER, 2.3 FEET SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A
 CU0633'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 CU0633'FOOT ABOVE THE GROUND.
 CU0633
 CU0633                          STATION RECOVERY (1982)
 CU0633
 CU0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0275 ***********************************************************************
 CT0275  DESIGNATION -  J 1055
 CT0275  PID         -  CT0275
 CT0275  STATE/COUNTY-  TX/STEPHENS
 CT0275  USGS QUAD   -  LA CASA (1967)
 CT0275
 CT0275                         *CURRENT SURVEY CONTROL
 CT0275  ___________________________________________________________________
 CT0275* NAD 83(1986)-  32 33 07.     (N)    098 42 05.     (W)     SCALED    
 CT0275* NAVD 88     -       472.123  (meters)    1548.96   (feet)  ADJUSTED  
 CT0275  ___________________________________________________________________
 CT0275  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CT0275  DYNAMIC HT  -         471.521 (meters)    1546.98  (feet)  COMP
 CT0275  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 CT0275
 CT0275  VERT ORDER  -  FIRST     CLASS II
 CT0275
 CT0275.The horizontal coordinates were scaled from a topographic map and have
 CT0275.an estimated accuracy of +/- 6 seconds.
 CT0275
 CT0275.The orthometric height was determined by differential leveling
 CT0275.and adjusted by the National Geodetic Survey in June 1991..
 CT0275
 CT0275.The geoid height was determined by GEOID03.
 CT0275
 CT0275.The dynamic height is computed by dividing the NAVD 88
 CT0275.geopotential number by the normal gravity value computed on the
 CT0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0275.degrees latitude (g = 980.6199 gals.).
 CT0275
 CT0275.The modeled gravity was interpolated from observed gravity values.
 CT0275
 CT0275;                    North         East    Units  Estimated Accuracy
 CT0275;SPC TXNC     - 2,098,190.      581,090.      MT  (+/- 180 meters Scaled)
 CT0275
 CT0275                          SUPERSEDED SURVEY CONTROL
 CT0275
 CT0275  NGVD 29 (??/??/92)  471.98   (m)         1548.5    (f) COMPUTED    1 2
 CT0275
 CT0275.Superseded values are not recommended for survey control.
 CT0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0275.See file dsdata.txt to determine how the superseded data were derived.
 CT0275
 CT0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB280016(NAD 83)
 CT0275_MARKER: DB = BENCH MARK DISK
 CT0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0275_STAMPING: J 1055 1956
 CT0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0275+STABILITY: SURFACE MOTION
 CT0275
 CT0275  HISTORY     - Date     Condition        Report By
 CT0275  HISTORY     - 1956     MONUMENTED       CGS
 CT0275
 CT0275                          STATION DESCRIPTION
 CT0275
 CT0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0275'6.35 MI N FROM RANGER.
 CT0275'1.0 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0275'STATION AT RANGER, THENCE 5.35 MILES NORTHWEST ALONG AN ABANDONED
 CT0275'GRADE OF THE WICHITA FALLS AND SOUTHERN RAILROAD, 0.15 MILE SOUTH OF A
 CT0275'FARMHOUSE, 9 POLES SOUTH OF A ROAD CROSSING, 3 POLES SOUTHEAST OF A
 CT0275'SMALL BARN, 70 FEET NORTHEAST OF THE CENTER LINE OF THE OLD RAILROAD
 CT0275'GRADE, 2.8 FEET SOUTHWEST OF A WITNESS POST, 88 FEET NORTH OF THE
 CT0275'NORTHEAST END OF A STEEL PIPE CULVERT, SET IN THE TOP OF A CONCRETE
 CT0275'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0164 ***********************************************************************
 CU0164  DESIGNATION -  J 1056
 CU0164  PID         -  CU0164
 CU0164  STATE/COUNTY-  TX/NOLAN
 CU0164  USGS QUAD   -  SWEETWATER (1987)
 CU0164
 CU0164                         *CURRENT SURVEY CONTROL
 CU0164  ___________________________________________________________________
 CU0164* NAD 83(1986)-  32 28 52.     (N)    100 22 51.     (W)     SCALED    
 CU0164* NAVD 88     -       646.134  (meters)    2119.86   (feet)  ADJUSTED  
 CU0164  ___________________________________________________________________
 CU0164  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CU0164  DYNAMIC HT  -         645.276 (meters)    2117.04  (feet)  COMP
 CU0164  MODELED GRAV-     979,290.6   (mgal)                       NAVD 88
 CU0164
 CU0164  VERT ORDER  -  FIRST     CLASS II
 CU0164
 CU0164.The horizontal coordinates were scaled from a topographic map and have
 CU0164.an estimated accuracy of +/- 6 seconds.
 CU0164
 CU0164.The orthometric height was determined by differential leveling
 CU0164.and adjusted by the National Geodetic Survey in June 1991..
 CU0164
 CU0164.The geoid height was determined by GEOID03.
 CU0164
 CU0164.The dynamic height is computed by dividing the NAVD 88
 CU0164.geopotential number by the normal gravity value computed on the
 CU0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0164.degrees latitude (g = 980.6199 gals.).
 CU0164
 CU0164.The modeled gravity was interpolated from observed gravity values.
 CU0164
 CU0164;                    North         East    Units  Estimated Accuracy
 CU0164;SPC TXNC     - 2,091,900.      423,230.      MT  (+/- 180 meters Scaled)
 CU0164
 CU0164                          SUPERSEDED SURVEY CONTROL
 CU0164
 CU0164  NGVD 29 (??/??/92)  645.923  (m)         2119.17   (f) ADJ UNCH    1 2
 CU0164
 CU0164.Superseded values are not recommended for survey control.
 CU0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0164.See file dsdata.txt to determine how the superseded data were derived.
 CU0164
 CU0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA702946(NAD 83)
 CU0164_MARKER: DB = BENCH MARK DISK
 CU0164_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0164_SP_SET: 10 FT
 CU0164_STAMPING: J 1056 1956
 CU0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0164
 CU0164  HISTORY     - Date     Condition        Report By
 CU0164  HISTORY     - 1956     MONUMENTED       CGS
 CU0164  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0164
 CU0164                          STATION DESCRIPTION
 CU0164
 CU0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0164'1.7 MI NE FROM SWEETWATER.
 CU0164'1.7 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0164'STATION AT SWEETWATER, 34.5 FEET SOUTH OF THE SOUTH RAIL, 5 FEET WEST
 CU0164'OF THE 3RD POLE WEST OF MILEPOST 446, 42 FEET NORTH OF THE CENTER LINE
 CU0164'OF A GRAVELED ROAD, 3 FEET EAST OF A WITNESS POST, CLAMPED ON THE TOP
 CU0164'OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 10 FEET IN THE
 CU0164'GROUND, INCASED IN A 4 INCH TILE PIPE WHICH PROJECTS 0.2 FOOT ABOVE
 CU0164'THE GROUND.
 CU0164
 CU0164                          STATION RECOVERY (1982)
 CU0164
 CU0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0179 ***********************************************************************
 CU0179  DESIGNATION -  J 1057
 CU0179  PID         -  CU0179
 CU0179  STATE/COUNTY-  TX/NOLAN
 CU0179  USGS QUAD   -  SWEETWATER (1987)
 CU0179
 CU0179                         *CURRENT SURVEY CONTROL
 CU0179  ___________________________________________________________________
 CU0179* NAD 83(1986)-  32 27 28.     (N)    100 28 08.     (W)     SCALED    
 CU0179* NAVD 88     -       719.801  (meters)    2361.55   (feet)  ADJUSTED  
 CU0179  ___________________________________________________________________
 CU0179  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CU0179  DYNAMIC HT  -         718.839 (meters)    2358.39  (feet)  COMP
 CU0179  MODELED GRAV-     979,278.8   (mgal)                       NAVD 88
 CU0179
 CU0179  VERT ORDER  -  FIRST     CLASS II
 CU0179
 CU0179.This mark is at Avenger Fld (SWW) Airport (SWW)
 CU0179
 CU0179.The horizontal coordinates were scaled from a topographic map and have
 CU0179.an estimated accuracy of +/- 6 seconds.
 CU0179
 CU0179.The orthometric height was determined by differential leveling
 CU0179.and adjusted by the National Geodetic Survey in June 1991..
 CU0179
 CU0179.The geoid height was determined by GEOID03.
 CU0179
 CU0179.The dynamic height is computed by dividing the NAVD 88
 CU0179.geopotential number by the normal gravity value computed on the
 CU0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0179.degrees latitude (g = 980.6199 gals.).
 CU0179
 CU0179.The modeled gravity was interpolated from observed gravity values.
 CU0179
 CU0179;                    North         East    Units  Estimated Accuracy
 CU0179;SPC TXNC     - 2,089,460.      414,910.      MT  (+/- 180 meters Scaled)
 CU0179
 CU0179                          SUPERSEDED SURVEY CONTROL
 CU0179
 CU0179  NGVD 29 (??/??/92)  719.542  (m)         2360.70   (f) ADJ UNCH    1 2
 CU0179
 CU0179.Superseded values are not recommended for survey control.
 CU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0179.See file dsdata.txt to determine how the superseded data were derived.
 CU0179
 CU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA619921(NAD 83)
 CU0179_MARKER: DB = BENCH MARK DISK
 CU0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0179_STAMPING: J 1057 1956
 CU0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0179+STABILITY: SURFACE MOTION
 CU0179
 CU0179  HISTORY     - Date     Condition        Report By
 CU0179  HISTORY     - 1956     MONUMENTED       CGS
 CU0179
 CU0179                          STATION DESCRIPTION
 CU0179
 CU0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0179'4.3 MI SW FROM SWEETWATER.
 CU0179'4.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0179'STATION AT SWEETWATER, THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 170,
 CU0179'AT THE MAIN ENTRANCE TO THE SWEETWATER AIRPORT, 18 FEET NORTH OF THE
 CU0179'CENTER LINE OF THE ENTRANCE ROAD, 2 FEET NORTH OF THE NORTH END OF A
 CU0179'STEEL GATE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 CU0179'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0312 ***********************************************************************
 CU0312  DESIGNATION -  J 1058
 CU0312  PID         -  CU0312
 CU0312  STATE/COUNTY-  TX/MITCHELL
 CU0312  USGS QUAD   -  COLORADO CITY (1979)
 CU0312
 CU0312                         *CURRENT SURVEY CONTROL
 CU0312  ___________________________________________________________________
 CU0312* NAD 83(1986)-  32 23 15.     (N)    100 52 26.     (W)     SCALED    
 CU0312* NAVD 88     -       631.829  (meters)    2072.93   (feet)  ADJUSTED  
 CU0312  ___________________________________________________________________
 CU0312  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CU0312  DYNAMIC HT  -         630.987 (meters)    2070.16  (feet)  COMP
 CU0312  MODELED GRAV-     979,285.8   (mgal)                       NAVD 88
 CU0312
 CU0312  VERT ORDER  -  FIRST     CLASS II
 CU0312
 CU0312.The horizontal coordinates were scaled from a topographic map and have
 CU0312.an estimated accuracy of +/- 6 seconds.
 CU0312
 CU0312.The orthometric height was determined by differential leveling
 CU0312.and adjusted by the National Geodetic Survey in June 1991..
 CU0312
 CU0312.The geoid height was determined by GEOID03.
 CU0312
 CU0312.The dynamic height is computed by dividing the NAVD 88
 CU0312.geopotential number by the normal gravity value computed on the
 CU0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0312.degrees latitude (g = 980.6199 gals.).
 CU0312
 CU0312.The modeled gravity was interpolated from observed gravity values.
 CU0312
 CU0312;                    North         East    Units  Estimated Accuracy
 CU0312;SPC TXNC     - 2,082,460.      376,670.      MT  (+/- 180 meters Scaled)
 CU0312
 CU0312                          SUPERSEDED SURVEY CONTROL
 CU0312
 CU0312  NGVD 29 (??/??/92)  631.623  (m)         2072.25   (f) ADJ UNCH    1 2
 CU0312
 CU0312.Superseded values are not recommended for survey control.
 CU0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0312.See file dsdata.txt to determine how the superseded data were derived.
 CU0312
 CU0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA237849(NAD 83)
 CU0312_MARKER: DB = BENCH MARK DISK
 CU0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0312_SP_SET: ABUTMENT
 CU0312_STAMPING: J 1058 1956
 CU0312_MARK LOGO: CGS   
 CU0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0312
 CU0312  HISTORY     - Date     Condition        Report By
 CU0312  HISTORY     - 1956     MONUMENTED       CGS
 CU0312  HISTORY     - 1982     GOOD             NGS
 CU0312
 CU0312                          STATION DESCRIPTION
 CU0312
 CU0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0312'0.35 MI W FROM COLORADO CITY.
 CU0312'0.35 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0312'AT COLORADO CITY, 5.4 FEET SOUTH OF THE SOUTH RAIL, LEVEL WITH THE TOP
 CU0312'OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF
 CU0312'A RAILROAD BRIDGE OVER THE COLORADO RIVER.
 CU0312
 CU0312                          STATION RECOVERY (1982)
 CU0312
 CU0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0312'IN COLORADO CITY, IN THE TOP CENTER OF THE SOUTH END OF THE WEST
 CU0312'ABUTMENT OF THE TEXAS AND PACIFIC RAILROAD BRIDGE OVER THE COLORADO
 CU0312'RIVER AT THE WEST EDGE OF TOWN AND 1.6 METERS (5.2 FT) SOUTH OF THE
 CU0312'NEAR RAIL.
 CU0312'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0605 ***********************************************************************
 CU0605  DESIGNATION -  J 1059
 CU0605  PID         -  CU0605
 CU0605  STATE/COUNTY-  TX/HOWARD
 CU0605  USGS QUAD   -  ELBOW (1978)
 CU0605
 CU0605                         *CURRENT SURVEY CONTROL
 CU0605  ___________________________________________________________________
 CU0605* NAD 83(1986)-  32 11 29.     (N)    101 36 46.     (W)     SCALED    
 CU0605* NAVD 88     -       752.808  (meters)    2469.84   (feet)  ADJUSTED  
 CU0605  ___________________________________________________________________
 CU0605  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 CU0605  DYNAMIC HT  -         751.774 (meters)    2466.45  (feet)  COMP
 CU0605  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 CU0605
 CU0605  VERT ORDER  -  FIRST     CLASS II
 CU0605
 CU0605.The horizontal coordinates were scaled from a topographic map and have
 CU0605.an estimated accuracy of +/- 6 seconds.
 CU0605
 CU0605.The orthometric height was determined by differential leveling
 CU0605.and adjusted by the National Geodetic Survey in June 1991..
 CU0605
 CU0605.The geoid height was determined by GEOID03.
 CU0605
 CU0605.The dynamic height is computed by dividing the NAVD 88
 CU0605.geopotential number by the normal gravity value computed on the
 CU0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0605.degrees latitude (g = 980.6199 gals.).
 CU0605
 CU0605.The modeled gravity was interpolated from observed gravity values.
 CU0605
 CU0605;                    North         East    Units  Estimated Accuracy
 CU0605;SPC TXNC     - 2,062,540.      306,520.      MT  (+/- 180 meters Scaled)
 CU0605
 CU0605                          SUPERSEDED SURVEY CONTROL
 CU0605
 CU0605  NGVD 29 (??/??/92)  752.525  (m)         2468.91   (f) ADJ UNCH    1 2
 CU0605
 CU0605.Superseded values are not recommended for survey control.
 CU0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0605.See file dsdata.txt to determine how the superseded data were derived.
 CU0605
 CU0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA536646(NAD 83)
 CU0605_MARKER: DB = BENCH MARK DISK
 CU0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0605_STAMPING: J 1059 1956
 CU0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0605+STABILITY: SURFACE MOTION
 CU0605
 CU0605  HISTORY     - Date     Condition        Report By
 CU0605  HISTORY     - 1956     MONUMENTED       CGS
 CU0605
 CU0605                          STATION DESCRIPTION
 CU0605
 CU0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0605'9.65 MI SW FROM BIG SPRING.
 CU0605'9.65 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0605'STATION AT BIG SPRING, 1 1/2 POLES NORTHEAST OF A PRIVATE ROAD
 CU0605'CROSSING, 45 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7.5 FEET SOUTHEAST
 CU0605'OF THE 1ST POLE SOUTHWEST OF MILEPOST 523, 2.7 FEET NORTHWEST OF A
 CU0605'FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CU0605'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0009 ***********************************************************************
 BP0009  DESIGNATION -  J 106
 BP0009  PID         -  BP0009
 BP0009  STATE/COUNTY-  TX/PECOS
 BP0009  USGS QUAD   -  INDIAN MESA (1969)
 BP0009
 BP0009                         *CURRENT SURVEY CONTROL
 BP0009  ___________________________________________________________________
 BP0009* NAD 83(1986)-  30 53 36.     (N)    102 13 28.     (W)     SCALED    
 BP0009* NAVD 88     -       823.283  (meters)    2701.05   (feet)  ADJUSTED  
 BP0009  ___________________________________________________________________
 BP0009  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 BP0009  DYNAMIC HT  -         822.075 (meters)    2697.09  (feet)  COMP
 BP0009  MODELED GRAV-     979,146.9   (mgal)                       NAVD 88
 BP0009
 BP0009  VERT ORDER  -  FIRST     CLASS II
 BP0009
 BP0009.The horizontal coordinates were scaled from a topographic map and have
 BP0009.an estimated accuracy of +/- 6 seconds.
 BP0009
 BP0009.The orthometric height was determined by differential leveling
 BP0009.and adjusted by the National Geodetic Survey in June 1991..
 BP0009
 BP0009.The geoid height was determined by GEOID03.
 BP0009
 BP0009.The dynamic height is computed by dividing the NAVD 88
 BP0009.geopotential number by the normal gravity value computed on the
 BP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0009.degrees latitude (g = 980.6199 gals.).
 BP0009
 BP0009.The modeled gravity was interpolated from observed gravity values.
 BP0009
 BP0009;                    North         East    Units  Estimated Accuracy
 BP0009;SPC TX C     - 3,137,520.      519,220.      MT  (+/- 180 meters Scaled)
 BP0009
 BP0009                          SUPERSEDED SURVEY CONTROL
 BP0009
 BP0009  NGVD 29 (??/??/92)  823.006  (m)         2700.15   (f) ADJ UNCH    1 2
 BP0009
 BP0009.Superseded values are not recommended for survey control.
 BP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0009.See file dsdata.txt to determine how the superseded data were derived.
 BP0009
 BP0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ653210(NAD 83)
 BP0009_MARKER: DB = BENCH MARK DISK
 BP0009_SETTING: 66 = SET IN ROCK OUTCROP
 BP0009_SP_SET: ROCK OUTCROP
 BP0009_STAMPING: J 106 1933 2700.145
 BP0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0009+STABILITY: POSITION/ELEVATION WELL
 BP0009
 BP0009  HISTORY     - Date     Condition        Report By
 BP0009  HISTORY     - 1933     MONUMENTED       CGS
 BP0009  HISTORY     - 1958     GOOD             NGS
 BP0009
 BP0009                          STATION DESCRIPTION
 BP0009
 BP0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0009'30.9 MI W FROM SHEFFIELD.
 BP0009'ABOUT 30.9 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0009'SHEFFIELD, IN THE TOP OF A FLAT ROCK OUTCROP FLUSH WITH THE GROUND, 86
 BP0009'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ON THE WEST EDGE OF A
 BP0009'MESA, 26 FEET SOUTH OF THE SOUTH HIGHWAY RIGHT OF WAY FENCE, AND ABOUT
 BP0009'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0544 ***********************************************************************
 CU0544  DESIGNATION -  J 1060
 CU0544  PID         -  CU0544
 CU0544  STATE/COUNTY-  TX/MITCHELL
 CU0544  USGS QUAD   -  WESTBROOK (1978)
 CU0544
 CU0544                         *CURRENT SURVEY CONTROL
 CU0544  ___________________________________________________________________
 CU0544* NAD 83(1986)-  32 20 33.     (N)    101 03 33.     (W)     SCALED    
 CU0544* NAVD 88     -       678.828  (meters)    2227.12   (feet)  ADJUSTED  
 CU0544  ___________________________________________________________________
 CU0544  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CU0544  DYNAMIC HT  -         677.917 (meters)    2224.13  (feet)  COMP
 CU0544  MODELED GRAV-     979,275.1   (mgal)                       NAVD 88
 CU0544
 CU0544  VERT ORDER  -  FIRST     CLASS II
 CU0544
 CU0544.The horizontal coordinates were scaled from a topographic map and have
 CU0544.an estimated accuracy of +/- 6 seconds.
 CU0544
 CU0544.The orthometric height was determined by differential leveling
 CU0544.and adjusted by the National Geodetic Survey in June 1991..
 CU0544
 CU0544.The geoid height was determined by GEOID03.
 CU0544
 CU0544.The dynamic height is computed by dividing the NAVD 88
 CU0544.geopotential number by the normal gravity value computed on the
 CU0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0544.degrees latitude (g = 980.6199 gals.).
 CU0544
 CU0544.The modeled gravity was interpolated from observed gravity values.
 CU0544
 CU0544;                    North         East    Units  Estimated Accuracy
 CU0544;SPC TXNC     - 2,077,880.      359,120.      MT  (+/- 180 meters Scaled)
 CU0544
 CU0544                          SUPERSEDED SURVEY CONTROL
 CU0544
 CU0544  NGVD 29 (??/??/92)  678.602  (m)         2226.38   (f) ADJ UNCH    1 2
 CU0544
 CU0544.Superseded values are not recommended for survey control.
 CU0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0544.See file dsdata.txt to determine how the superseded data were derived.
 CU0544
 CU0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA062802(NAD 83)
 CU0544_MARKER: DB = BENCH MARK DISK
 CU0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0544_STAMPING: J 1060 1956
 CU0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0544+STABILITY: SURFACE MOTION
 CU0544
 CU0544  HISTORY     - Date     Condition        Report By
 CU0544  HISTORY     - 1956     MONUMENTED       CGS
 CU0544  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0544
 CU0544                          STATION DESCRIPTION
 CU0544
 CU0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0544'3.0 MI SW FROM WESTBROOK.
 CU0544'3.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0544'SECTION FOREMANS HOUSE AT WESTBROOK, ON TOP OF A SMALL KNOLL, 328 FEET
 CU0544'NORTHWEST OF MILEPOST 488, 287 FEET NORTHWEST OF THE NORTHWEST RAIL,
 CU0544'95.6 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANE OF U.S.
 CU0544'HIGHWAY 80, 152 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD,
 CU0544'2.5 FEET SOUTHEAST OF A FENCE, 2.8 FEET SOUTHWEST OF A WITNESS POST,
 CU0544'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CU0544'GROUND.
 CU0544
 CU0544                          STATION RECOVERY (1982)
 CU0544
 CU0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0005 ***********************************************************************
 CC0005  DESIGNATION -  J 1061
 CC0005  PID         -  CC0005
 CC0005  STATE/COUNTY-  TX/MIDLAND
 CC0005  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0005
 CC0005                         *CURRENT SURVEY CONTROL
 CC0005  ___________________________________________________________________
 CC0005* NAD 83(1986)-  31 59 18.     (N)    102 05 16.     (W)     SCALED    
 CC0005* NAVD 88     -       855.040  (meters)    2805.24   (feet)  ADJUSTED  
 CC0005  ___________________________________________________________________
 CC0005  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CC0005  DYNAMIC HT  -         853.839 (meters)    2801.30  (feet)  COMP
 CC0005  MODELED GRAV-     979,206.2   (mgal)                       NAVD 88
 CC0005
 CC0005  VERT ORDER  -  FIRST     CLASS II
 CC0005
 CC0005.The horizontal coordinates were scaled from a topographic map and have
 CC0005.an estimated accuracy of +/- 6 seconds.
 CC0005
 CC0005.The orthometric height was determined by differential leveling
 CC0005.and adjusted by the National Geodetic Survey in June 1991..
 CC0005
 CC0005.The geoid height was determined by GEOID03.
 CC0005
 CC0005.The dynamic height is computed by dividing the NAVD 88
 CC0005.geopotential number by the normal gravity value computed on the
 CC0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0005.degrees latitude (g = 980.6199 gals.).
 CC0005
 CC0005.The modeled gravity was interpolated from observed gravity values.
 CC0005
 CC0005;                    North         East    Units  Estimated Accuracy
 CC0005;SPC TX C     - 3,258,690.      534,200.      MT  (+/- 180 meters Scaled)
 CC0005
 CC0005                          SUPERSEDED SURVEY CONTROL
 CC0005
 CC0005  NGVD 29 (??/??/92)  854.67   (m)         2804.0    (f) COMPUTED    1 2
 CC0005
 CC0005.Superseded values are not recommended for survey control.
 CC0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0005.See file dsdata.txt to determine how the superseded data were derived.
 CC0005
 CC0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR751428(NAD 83)
 CC0005_MARKER: DB = BENCH MARK DISK
 CC0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0005_STAMPING: J 1061 1956
 CC0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0005+STABILITY: SURFACE MOTION
 CC0005
 CC0005  HISTORY     - Date     Condition        Report By
 CC0005  HISTORY     - 1956     MONUMENTED       CGS
 CC0005  HISTORY     - 1967     MARK NOT FOUND   NGS
 CC0005  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0005
 CC0005                          STATION DESCRIPTION
 CC0005
 CC0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0005'0.8 MI SW FROM MIDLAND.
 CC0005'0.8 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0005'STATION AT MIDLAND, AT A JUNCTION WITH SOUTH 1ST STREET, 55 FEET
 CC0005'NORTHWEST OF THE NORTHWEST RAIL, 51 FEET SOUTHEAST OF THE CENTER LINE
 CC0005'OF U.S. HIGHWAY 80, 33 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF
 CC0005'SOUTH 1ST STREET, 23 FEET SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH
 CC0005'A ROW OF TELEPHONE POLES, 23.4 FEET SOUTHWEST OF A WITNESS POST, SET
 CC0005'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CC0005'GROUND.
 CC0005
 CC0005                          STATION RECOVERY (1967)
 CC0005
 CC0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CC0005'MARK NOT FOUND.
 CC0005
 CC0005                          STATION RECOVERY (1982)
 CC0005
 CC0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0210 ***********************************************************************
 CC0210  DESIGNATION -  J 1062
 CC0210  PID         -  CC0210
 CC0210  STATE/COUNTY-  TX/ECTOR
 CC0210  USGS QUAD   -  METZ (1981)
 CC0210
 CC0210                         *CURRENT SURVEY CONTROL
 CC0210  ___________________________________________________________________
 CC0210* NAD 83(1986)-  31 41 43.     (N)    102 40 17.     (W)     SCALED    
 CC0210* NAVD 88     -       868.219  (meters)    2848.48   (feet)  ADJUSTED  
 CC0210  ___________________________________________________________________
 CC0210  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CC0210  DYNAMIC HT  -         867.009 (meters)    2844.51  (feet)  COMP
 CC0210  MODELED GRAV-     979,216.3   (mgal)                       NAVD 88
 CC0210
 CC0210  VERT ORDER  -  FIRST     CLASS II
 CC0210
 CC0210.The horizontal coordinates were scaled from a topographic map and have
 CC0210.an estimated accuracy of +/- 6 seconds.
 CC0210
 CC0210.The orthometric height was determined by differential leveling
 CC0210.and adjusted by the National Geodetic Survey in June 1991..
 CC0210
 CC0210.The geoid height was determined by GEOID03.
 CC0210
 CC0210.The dynamic height is computed by dividing the NAVD 88
 CC0210.geopotential number by the normal gravity value computed on the
 CC0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0210.degrees latitude (g = 980.6199 gals.).
 CC0210
 CC0210.The modeled gravity was interpolated from observed gravity values.
 CC0210
 CC0210;                    North         East    Units  Estimated Accuracy
 CC0210;SPC TX C     - 3,227,220.      478,370.      MT  (+/- 180 meters Scaled)
 CC0210
 CC0210                          SUPERSEDED SURVEY CONTROL
 CC0210
 CC0210  NGVD 29 (??/??/92)  867.868  (m)         2847.33   (f) ADJ UNCH    1 2
 CC0210
 CC0210.Superseded values are not recommended for survey control.
 CC0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0210.See file dsdata.txt to determine how the superseded data were derived.
 CC0210
 CC0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR207090(NAD 83)
 CC0210_MARKER: DB = BENCH MARK DISK
 CC0210_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0210_SP_SET: 32 FT
 CC0210_STAMPING: J 1062 1956
 CC0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0210
 CC0210  HISTORY     - Date     Condition        Report By
 CC0210  HISTORY     - 1956     MONUMENTED       CGS
 CC0210  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0210  HISTORY     - 20010202 MARK NOT FOUND   USPSQD
 CC0210
 CC0210                          STATION DESCRIPTION
 CC0210
 CC0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0210'14.9 MI NE FROM MONAHANS.
 CC0210'14.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0210'STATION AT MONAHANS, 9.1 FEET SOUTHEAST OF THE 17TH POLE SOUTHWEST OF
 CC0210'MILEPOST 594, 49.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 72 FEET
 CC0210'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST TRAFFIC LANE OF U.S.
 CC0210'HIGHWAY 80, 2.7 FEET SOUTHWEST OF A WITNESS POST, CLAMPED ON THE TOP
 CC0210'OF A 1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 32 FEET IN THE
 CC0210'GROUND, INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.6 FOOT ABOVE
 CC0210'THE GROUND.
 CC0210
 CC0210                          STATION RECOVERY (1982)
 CC0210
 CC0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0210'MARK NOT FOUND.
 CC0210
 CC0210                          STATION RECOVERY (2001)
 CC0210
 CC0210'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0335 ***********************************************************************
 CC0335  DESIGNATION -  J 1063
 CC0335  PID         -  CC0335
 CC0335  STATE/COUNTY-  TX/REEVES
 CC0335  USGS QUAD   -  PECOS WEST (1981)
 CC0335
 CC0335                         *CURRENT SURVEY CONTROL
 CC0335  ___________________________________________________________________
 CC0335* NAD 83(1986)-  31 25 28.     (N)    103 30 21.     (W)     SCALED    
 CC0335* NAVD 88     -       788.233  (meters)    2586.06   (feet)  ADJUSTED  
 CC0335  ___________________________________________________________________
 CC0335  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CC0335  DYNAMIC HT  -         787.083 (meters)    2582.29  (feet)  COMP
 CC0335  MODELED GRAV-     979,156.3   (mgal)                       NAVD 88
 CC0335
 CC0335  VERT ORDER  -  FIRST     CLASS II
 CC0335
 CC0335.The horizontal coordinates were scaled from a topographic map and have
 CC0335.an estimated accuracy of +/- 6 seconds.
 CC0335
 CC0335.The orthometric height was determined by differential leveling
 CC0335.and adjusted by the National Geodetic Survey in June 1991..
 CC0335
 CC0335.The geoid height was determined by GEOID03.
 CC0335
 CC0335.The dynamic height is computed by dividing the NAVD 88
 CC0335.geopotential number by the normal gravity value computed on the
 CC0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0335.degrees latitude (g = 980.6199 gals.).
 CC0335
 CC0335.The modeled gravity was interpolated from observed gravity values.
 CC0335
 CC0335;                    North         East    Units  Estimated Accuracy
 CC0335;SPC TX C     - 3,199,160.      398,430.      MT  (+/- 180 meters Scaled)
 CC0335
 CC0335                          SUPERSEDED SURVEY CONTROL
 CC0335
 CC0335  NGVD 29 (??/??/92)  788.020  (m)         2585.36   (f) ADJ UNCH    1 2
 CC0335
 CC0335.Superseded values are not recommended for survey control.
 CC0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0335.See file dsdata.txt to determine how the superseded data were derived.
 CC0335
 CC0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ420776(NAD 83)
 CC0335_MARKER: DB = BENCH MARK DISK
 CC0335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CC0335_STAMPING: J 1063 1956
 CC0335_MARK LOGO: CGS   
 CC0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0335+STABILITY: SURFACE MOTION
 CC0335
 CC0335  HISTORY     - Date     Condition        Report By
 CC0335  HISTORY     - 1956     MONUMENTED       CGS
 CC0335  HISTORY     - 1981     GOOD             NGS
 CC0335  HISTORY     - 1981     GOOD             NGS
 CC0335
 CC0335                          STATION DESCRIPTION
 CC0335
 CC0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0335'0.5 MI SW FROM PECOS.
 CC0335'0.5 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0335'STATION AT PECOS, 12 POLES SOUTHWEST OF MILEPOST 647, 14 FEET
 CC0335'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 46.5 FEET SOUTH OF
 CC0335'THE 4TH POLE NORTHEAST OF A ROAD CROSSING, 3 FEET BELOW THE TOP OF THE
 CC0335'RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL
 CC0335'OF A CONCRETE CULVERT UNDER THE RAILROAD.
 CC0335
 CC0335                          STATION RECOVERY (1981)
 CC0335
 CC0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0335'RECOVERED IN GOOD CONDITION.
 CC0335
 CC0335                          STATION RECOVERY (1981)
 CC0335
 CC0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0335'IN PECOS, 0.2 KM (0.1 MI) NORTHEAST OF THE NORTH ALAMO STREET CROSSING
 CC0335'OF THE MISSOURI PACIFIC RAILROAD, IN TOP OF AND 0.3 METER (1.0 FT)
 CC0335'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 CC0335'MULTI-CULVERT UNDER THE TRACKS, 4.3 METERS (14.0 FT) NORTHWEST OF
 CC0335'THE NEAR RAIL.
 CC0335'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0244 ***********************************************************************
 CC0244  DESIGNATION -  J 1064 RESET 1968
 CC0244  PID         -  CC0244
 CC0244  STATE/COUNTY-  TX/WARD
 CC0244  USGS QUAD   -  MONAHANS (1981)
 CC0244
 CC0244                         *CURRENT SURVEY CONTROL
 CC0244  ___________________________________________________________________
 CC0244* NAD 83(1986)-  31 33 00.     (N)    102 53 36.     (W)     SCALED    
 CC0244* NAVD 88     -       793.315  (meters)    2602.73   (feet)  ADJUSTED  
 CC0244  ___________________________________________________________________
 CC0244  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CC0244  DYNAMIC HT  -         792.211 (meters)    2599.11  (feet)  COMP
 CC0244  MODELED GRAV-     979,221.8   (mgal)                       NAVD 88
 CC0244
 CC0244  VERT ORDER  -  FIRST     CLASS II
 CC0244
 CC0244.The horizontal coordinates were scaled from a topographic map and have
 CC0244.an estimated accuracy of +/- 6 seconds.
 CC0244
 CC0244.The orthometric height was determined by differential leveling
 CC0244.and adjusted by the National Geodetic Survey in June 1991..
 CC0244
 CC0244.The geoid height was determined by GEOID03.
 CC0244
 CC0244.The dynamic height is computed by dividing the NAVD 88
 CC0244.geopotential number by the normal gravity value computed on the
 CC0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0244.degrees latitude (g = 980.6199 gals.).
 CC0244
 CC0244.The modeled gravity was interpolated from observed gravity values.
 CC0244
 CC0244;                    North         East    Units  Estimated Accuracy
 CC0244;SPC TX C     - 3,211,580.      456,960.      MT  (+/- 180 meters Scaled)
 CC0244
 CC0244                          SUPERSEDED SURVEY CONTROL
 CC0244
 CC0244.No superseded survey control is available for this station.
 CC0244
 CC0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ999924(NAD 83)
 CC0244_MARKER: DB = BENCH MARK DISK
 CC0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0244_STAMPING: J 1064 RESET 1968
 CC0244_MARK LOGO: CGS   
 CC0244_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0244+STABILITY: SURFACE MOTION
 CC0244
 CC0244  HISTORY     - Date     Condition        Report By
 CC0244  HISTORY     - 1968     MONUMENTED       CGS
 CC0244  HISTORY     - 1981     GOOD             NGS
 CC0244  HISTORY     - 20010202 GOOD             USPSQD
 CC0244
 CC0244                          STATION DESCRIPTION
 CC0244
 CC0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CC0244'3.1 MI S FROM MONAHANS.
 CC0244'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM ITS JUNCTION WITH
 CC0244'U.S. HIGHWAY 80 IN MONAHANS TO INTERSTATE 20, THENCE CONTINUE 1.7
 CC0244'MILES SOUTH ALONG STATE HIGHWAY 18 TO SITE OF BENCH MARK, 80 FEET EAST
 CC0244'OF THE CENTER LINE OF HIGHWAY, 50 FEET EAST OF THE NORTH BOUND TRAFFIC
 CC0244'LANE, 180 FEET SOUTH OF THE EXTENDED CENTER LINE OF FORTY SECOND
 CC0244'STREET, 183 FEET NORTH OF THE EXTENDED CENTER LINE OF FORTY THIRD
 CC0244'STREET, 94 FEET SOUTH OF A SMALL STUCCO BUILDING, 1 FOOT SOUTH OF A
 CC0244'METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPARTMENT STATION 161 + 83.
 CC0244'A C AND GS BENCH MARK DISK SET IN A ROUND CONCRETE POST WHICH IS 10
 CC0244'INCHES IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 CC0244
 CC0244                          STATION RECOVERY (1981)
 CC0244
 CC0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0244'2.7 KM (1.7 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0244'WITH INTERSTATE HIGHWAY 20 IN MONAHANS, 35.1 METERS (115.0 FT)
 CC0244'NORTH OF THE EXTENDED CENTER OF WEST FOURTY THIRD STREET, 25.8
 CC0244'METERS (84.6 FT) NORTH OF A UTILITY POLE WITH TWO TRANSFORMERS, 25.6
 CC0244'METERS (84.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS
 CC0244'(44.0 FT) NORTH OF A FENCE CORNER AND 0.2 METERS (0.5 FT) WEST OF
 CC0244'A FENCE.
 CC0244'THE MARK IS 0.5 METERS  SSW FROM A WITNESS POST.
 CC0244'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CC0244
 CC0244                          STATION RECOVERY (2001)
 CC0244
 CC0244'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0326 ***********************************************************************
 CC0326  DESIGNATION -  J 1065
 CC0326  PID         -  CC0326
 CC0326  STATE/COUNTY-  TX/WARD
 CC0326  USGS QUAD   -  PECOS EAST (1981)
 CC0326
 CC0326                         *CURRENT SURVEY CONTROL
 CC0326  ___________________________________________________________________
 CC0326* NAD 83(1986)-  31 27 07.     (N)    103 24 49.     (W)     SCALED    
 CC0326* NAVD 88     -       783.167  (meters)    2569.44   (feet)  ADJUSTED  
 CC0326  ___________________________________________________________________
 CC0326  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CC0326  DYNAMIC HT  -         782.027 (meters)    2565.70  (feet)  COMP
 CC0326  MODELED GRAV-     979,159.5   (mgal)                       NAVD 88
 CC0326
 CC0326  VERT ORDER  -  FIRST     CLASS II
 CC0326
 CC0326.The horizontal coordinates were scaled from a topographic map and have
 CC0326.an estimated accuracy of +/- 6 seconds.
 CC0326
 CC0326.The orthometric height was determined by differential leveling
 CC0326.and adjusted by the National Geodetic Survey in June 1991..
 CC0326
 CC0326.The geoid height was determined by GEOID03.
 CC0326
 CC0326.The dynamic height is computed by dividing the NAVD 88
 CC0326.geopotential number by the normal gravity value computed on the
 CC0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0326.degrees latitude (g = 980.6199 gals.).
 CC0326
 CC0326.The modeled gravity was interpolated from observed gravity values.
 CC0326
 CC0326;                    North         East    Units  Estimated Accuracy
 CC0326;SPC TX C     - 3,201,960.      407,280.      MT  (+/- 180 meters Scaled)
 CC0326
 CC0326                          SUPERSEDED SURVEY CONTROL
 CC0326
 CC0326  NGVD 29 (??/??/92)  782.833  (m)         2568.34   (f) ADJ UNCH    1 2
 CC0326
 CC0326.Superseded values are not recommended for survey control.
 CC0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0326.See file dsdata.txt to determine how the superseded data were derived.
 CC0326
 CC0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ507807(NAD 83)
 CC0326_MARKER: DB = BENCH MARK DISK
 CC0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0326_SP_SET: RETAINING WALL
 CC0326_STAMPING: J 1065 1956
 CC0326_MARK LOGO: CGS   
 CC0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0326
 CC0326  HISTORY     - Date     Condition        Report By
 CC0326  HISTORY     - 1956     MONUMENTED       CGS
 CC0326  HISTORY     - 1981     GOOD             NGS
 CC0326
 CC0326                          STATION DESCRIPTION
 CC0326
 CC0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0326'1.3 MI SW FROM BARSTOW.
 CC0326'1.3 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0326'STATION AT BARSTOW, 12 1/2 POLES NORTHEAST OF MILEPOST 642, 16.6 FEET
 CC0326'NORTHWEST OF THE NORTHWEST RAIL, 3.6 FEET NORTHEAST OF THE CENTER OF
 CC0326'AN IRRIGATION DITCH, 3 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP
 CC0326'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE RETAINING WALL OF AN
 CC0326'IRRIGATION SIPHON.
 CC0326
 CC0326                          STATION RECOVERY (1981)
 CC0326
 CC0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0326'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0326'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 20.4 KM (6.45 MI) NORTHEAST
 CC0326'ALONG THE MISSOURI PACIFIC RAILROAD, 0.6 KM (0.4 MI) NORTHEAST OF
 CC0326'MILEPOST 642, IN TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 CC0326'RETAINING WALL OF AN IRRIGATION SIPHON, 5.1 METERS (16.6 FT)
 CC0326'NORTH-NORTHWEST OF THE NEAR RAIL.
 CC0326'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0338 ***********************************************************************
 CC0338  DESIGNATION -  J 1066
 CC0338  PID         -  CC0338
 CC0338  STATE/COUNTY-  TX/REEVES
 CC0338  USGS QUAD   -  PECOS WEST (1981)
 CC0338
 CC0338                         *CURRENT SURVEY CONTROL
 CC0338  ___________________________________________________________________
 CC0338* NAD 83(1986)-  31 24 36.     (N)    103 32 49.     (W)     SCALED    
 CC0338* NAVD 88     -       800.741  (meters)    2627.10   (feet)  POSTED    
 CC0338  ___________________________________________________________________
 CC0338  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CC0338  DYNAMIC HT  -         799.570 (meters)    2623.26  (feet)  COMP
 CC0338  MODELED GRAV-     979,152.9   (mgal)                       NAVD 88
 CC0338
 CC0338  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0338
 CC0338.The horizontal coordinates were scaled from a topographic map and have
 CC0338.an estimated accuracy of +/- 6 seconds.
 CC0338
 CC0338.The orthometric height was determined by differential leveling
 CC0338.and adjusted by the National Geodetic Survey in 1992..
 CC0338.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0338.rate of 1.1 thru 2.0 mm/km.
 CC0338
 CC0338.The geoid height was determined by GEOID03.
 CC0338
 CC0338.The dynamic height is computed by dividing the NAVD 88
 CC0338.geopotential number by the normal gravity value computed on the
 CC0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0338.degrees latitude (g = 980.6199 gals.).
 CC0338
 CC0338.The modeled gravity was interpolated from observed gravity values.
 CC0338
 CC0338;                    North         East    Units  Estimated Accuracy
 CC0338;SPC TX C     - 3,197,670.      394,480.      MT  (+/- 180 meters Scaled)
 CC0338
 CC0338                          SUPERSEDED SURVEY CONTROL
 CC0338
 CC0338  NGVD 29 (??/??/92)  800.635  (m)         2626.75   (f) ADJ UNCH    1 2
 CC0338
 CC0338.Superseded values are not recommended for survey control.
 CC0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0338.See file dsdata.txt to determine how the superseded data were derived.
 CC0338
 CC0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ381759(NAD 83)
 CC0338_MARKER: DB = BENCH MARK DISK
 CC0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0338_STAMPING: J 1066 1956
 CC0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0338+STABILITY: SURFACE MOTION
 CC0338
 CC0338  HISTORY     - Date     Condition        Report By
 CC0338  HISTORY     - 1956     MONUMENTED       CGS
 CC0338  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0338
 CC0338                          STATION DESCRIPTION
 CC0338
 CC0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0338'3.2 MI SW FROM PECOS.
 CC0338'3.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0338'STATION AT PECOS, 1 POLE SOUTHWEST OF MILEPOST 650, 321 FEET SOUTHWEST
 CC0338'OF THE CENTER LINE OF FARM ROAD 2119, 45.5 FEET NORTHWEST OF THE
 CC0338'NORTHWEST RAIL, 2.2 FEET NORTHEAST OF A WITNESS POST, 2.2 FEET
 CC0338'SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CC0338'0.4 FOOT ABOVE THE GROUND.
 CC0338
 CC0338                          STATION RECOVERY (1981)
 CC0338
 CC0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0338'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0431 ***********************************************************************
 CC0431  DESIGNATION -  J 1067
 CC0431  PID         -  CC0431
 CC0431  STATE/COUNTY-  TX/REEVES
 CC0431  USGS QUAD   -  VERHALEN NORTH (1971)
 CC0431
 CC0431                         *CURRENT SURVEY CONTROL
 CC0431  ___________________________________________________________________
 CC0431* NAD 83(1986)-  31 13 36.     (N)    103 34 07.     (W)     SCALED    
 CC0431* NAVD 88     -       815.771  (meters)    2676.41   (feet)  POSTED    
 CC0431  ___________________________________________________________________
 CC0431  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CC0431  DYNAMIC HT  -         814.580 (meters)    2672.50  (feet)  COMP
 CC0431  MODELED GRAV-     979,149.8   (mgal)                       NAVD 88
 CC0431
 CC0431  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0431
 CC0431.The horizontal coordinates were scaled from a topographic map and have
 CC0431.an estimated accuracy of +/- 6 seconds.
 CC0431
 CC0431.The orthometric height was determined by differential leveling
 CC0431.and adjusted by the National Geodetic Survey in 1992..
 CC0431.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0431.rate of 0.0 thru 1.0 mm/km.
 CC0431
 CC0431.The geoid height was determined by GEOID03.
 CC0431
 CC0431.The dynamic height is computed by dividing the NAVD 88
 CC0431.geopotential number by the normal gravity value computed on the
 CC0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0431.degrees latitude (g = 980.6199 gals.).
 CC0431
 CC0431.The modeled gravity was interpolated from observed gravity values.
 CC0431
 CC0431;                    North         East    Units  Estimated Accuracy
 CC0431;SPC TX C     - 3,177,420.      391,830.      MT  (+/- 180 meters Scaled)
 CC0431
 CC0431                          SUPERSEDED SURVEY CONTROL
 CC0431
 CC0431  NGVD 29 (??/??/92)  815.628  (m)         2675.94   (f) ADJ UNCH    1 2
 CC0431
 CC0431.Superseded values are not recommended for survey control.
 CC0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0431.See file dsdata.txt to determine how the superseded data were derived.
 CC0431
 CC0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ363556(NAD 83)
 CC0431_MARKER: DB = BENCH MARK DISK
 CC0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0431_SP_SET: CULVERT
 CC0431_STAMPING: J 1067 1956
 CC0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0431
 CC0431  HISTORY     - Date     Condition        Report By
 CC0431  HISTORY     - 1956     MONUMENTED       CGS
 CC0431
 CC0431                          STATION DESCRIPTION
 CC0431
 CC0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0431'15.0 MI S FROM PECOS.
 CC0431'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0431'THENCE 13.4 MILES SOUTH ALONG STATE HIGHWAY 17, 22 FEET WEST OF THE
 CC0431'CENTER LINE OF THE HIGHWAY, 73.3 FEET NORTHEAST OF PECOS VALLEY
 CC0431'SOUTHERN RAILROAD MILEPOST 15, SET IN THE TOP OF THE SOUTH END OF THE
 CC0431'WEST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0083 ***********************************************************************
 CD0083  DESIGNATION -  J 1068
 CD0083  PID         -  CD0083
 CD0083  STATE/COUNTY-  TX/REEVES
 CD0083  USGS QUAD   -  SAN MARTINE (1970)
 CD0083
 CD0083                         *CURRENT SURVEY CONTROL
 CD0083  ___________________________________________________________________
 CD0083* NAD 83(1986)-  31 09 20.     (N)    104 04 35.     (W)     SCALED    
 CD0083* NAVD 88     -      1134.324  (meters)    3721.53   (feet)  ADJUSTED  
 CD0083  ___________________________________________________________________
 CD0083  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0083  DYNAMIC HT  -        1132.609 (meters)    3715.90  (feet)  COMP
 CD0083  MODELED GRAV-     979,089.0   (mgal)                       NAVD 88
 CD0083
 CD0083  VERT ORDER  -  FIRST     CLASS II
 CD0083
 CD0083.The horizontal coordinates were scaled from a topographic map and have
 CD0083.an estimated accuracy of +/- 6 seconds.
 CD0083
 CD0083.The orthometric height was determined by differential leveling
 CD0083.and adjusted by the National Geodetic Survey in June 1991..
 CD0083
 CD0083.The geoid height was determined by GEOID03.
 CD0083
 CD0083.The dynamic height is computed by dividing the NAVD 88
 CD0083.geopotential number by the normal gravity value computed on the
 CD0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0083.degrees latitude (g = 980.6199 gals.).
 CD0083
 CD0083.The modeled gravity was interpolated from observed gravity values.
 CD0083
 CD0083;                    North         East    Units  Estimated Accuracy
 CD0083;SPC TX C     - 3,171,050.      343,210.      MT  (+/- 180 meters Scaled)
 CD0083
 CD0083                          SUPERSEDED SURVEY CONTROL
 CD0083
 CD0083  NGVD 29 (??/??/92) 1133.900  (m)         3720.14   (f) ADJ UNCH    1 2
 CD0083
 CD0083.Superseded values are not recommended for survey control.
 CD0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0083.See file dsdata.txt to determine how the superseded data were derived.
 CD0083
 CD0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ880472(NAD 83)
 CD0083_MARKER: DB = BENCH MARK DISK
 CD0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0083_STAMPING: J 1068 1956
 CD0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0083+STABILITY: SURFACE MOTION
 CD0083
 CD0083  HISTORY     - Date     Condition        Report By
 CD0083  HISTORY     - 1956     MONUMENTED       CGS
 CD0083  HISTORY     - 1970     GOOD             USGS
 CD0083
 CD0083                          STATION DESCRIPTION
 CD0083
 CD0083'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CD0083'IN SAN MARTINE.
 CD0083'AT SAN MARTINE.  ABOUT 95 FEET SE OF THE GRADE CROSSING AND SWITCH FOR
 CD0083'A JUNCTION ON THE TEXAS AND PACIFIC RAILROAD 91 FEET SE OF THE SE RAIL
 CD0083'OF THE MAIN TRACK OF THE RAILROAD.  12 FEET E. OF THE CENTERLINE OF A
 CD0083'ROAD AND 6 FEET N. OF A FENCE.  A STANDARD TABLET SET IN THE TOP OF A
 CD0083'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0115 ***********************************************************************
 CD0115  DESIGNATION -  J 1069
 CD0115  PID         -  CD0115
 CD0115  STATE/COUNTY-  TX/CULBERSON
 CD0115  USGS QUAD   -  BORACHO (1970)
 CD0115
 CD0115                         *CURRENT SURVEY CONTROL
 CD0115  ___________________________________________________________________
 CD0115* NAD 83(1986)-  31 04 37.     (N)    104 22 39.     (W)     SCALED    
 CD0115* NAVD 88     -      1350.774  (meters)    4431.66   (feet)  ADJUSTED  
 CD0115  ___________________________________________________________________
 CD0115  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 CD0115  DYNAMIC HT  -        1348.658 (meters)    4424.72  (feet)  COMP
 CD0115  MODELED GRAV-     979,026.5   (mgal)                       NAVD 88
 CD0115
 CD0115  VERT ORDER  -  FIRST     CLASS II
 CD0115
 CD0115.The horizontal coordinates were scaled from a topographic map and have
 CD0115.an estimated accuracy of +/- 6 seconds.
 CD0115
 CD0115.The orthometric height was determined by differential leveling
 CD0115.and adjusted by the National Geodetic Survey in June 1991..
 CD0115.WARNING-Repeat measurements at this control monument indicate possible
 CD0115.vertical movement.
 CD0115
 CD0115.The geoid height was determined by GEOID03.
 CD0115
 CD0115.The dynamic height is computed by dividing the NAVD 88
 CD0115.geopotential number by the normal gravity value computed on the
 CD0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0115.degrees latitude (g = 980.6199 gals.).
 CD0115
 CD0115.The modeled gravity was interpolated from observed gravity values.
 CD0115
 CD0115;                    North         East    Units  Estimated Accuracy
 CD0115;SPC TX C     - 3,163,350.      314,210.      MT  (+/- 180 meters Scaled)
 CD0115
 CD0115                          SUPERSEDED SURVEY CONTROL
 CD0115
 CD0115  NGVD 29 (??/??/92) 1350.254  (m)         4429.96   (f) ADJ UNCH    1 2
 CD0115
 CD0115.Superseded values are not recommended for survey control.
 CD0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0115.See file dsdata.txt to determine how the superseded data were derived.
 CD0115
 CD0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ593382(NAD 83)
 CD0115_MARKER: DB = BENCH MARK DISK
 CD0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0115_STAMPING: J 1069 1956
 CD0115_PROJECTION: PROJECTING 10 CENTIMETERS
 CD0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0115+STABILITY: SURFACE MOTION
 CD0115
 CD0115  HISTORY     - Date     Condition        Report By
 CD0115  HISTORY     - 1956     MONUMENTED       CGS
 CD0115  HISTORY     - 1981     GOOD             NGS
 CD0115
 CD0115                          STATION DESCRIPTION
 CD0115
 CD0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0115'0.65 MI E FROM BORACHO.
 CD0115'0.65 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0115'FOREMANS HOUSE AT BORACHO, 78 FEET SOUTHWEST OF THE 5TH POLE WEST OF
 CD0115'MILEPOST 708, 115.5 FEET SOUTH OF THE SOUTH RAIL, 68 FEET SOUTH OF A
 CD0115'FENCE CORNER, 6 FEET NORTH OF A FENCE CORNER, 2 FEET WEST OF AN OFFSET
 CD0115'IN THE FENCE, 2.3 FEET NORTH OF A WITNESS POST, 4 FEET BELOW THE TOP
 CD0115'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CD0115'FOOT ABOVE THE GROUND.
 CD0115
 CD0115                          STATION RECOVERY (1981)
 CD0115
 CD0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0115'16.4 KM (10.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0115'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, THENCE
 CD0115'0.6 KM (0.35 MI) NORTH ALONG BORACHO STATION ROAD (EXIT 166), AND
 CD0115'THENCE 1.0 KM (0.65 MI) EAST ALONG THE MISSOURI PACIFIC RAILROAD,
 CD0115'0.2 KM (0.1 MI) EAST OF RAILROAD SIGNAL NUMBER 7087, 35.0 METERS
 CD0115'(115.0 FT) SOUTH OF THE NEAR RAIL, 20.7 METERS (68.0 FT) SOUTH OF
 CD0115'A FENCE CORNER, 1.8 METERS (6.0 FT) NORTH OF A FENCE CORNER, AND
 CD0115'0.6 METER (2.0 FT) WEST OF A FENCE.
 CD0115'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 CD0115'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0179 ***********************************************************************
 CC0179  DESIGNATION -  J 107
 CC0179  PID         -  CC0179
 CC0179  STATE/COUNTY-  TX/PECOS
 CC0179  USGS QUAD   -  DIAMOND Y SPRING NW (1974)
 CC0179
 CC0179                         *CURRENT SURVEY CONTROL
 CC0179  ___________________________________________________________________
 CC0179* NAD 83(1986)-  31 11 45.     (N)    102 53 28.     (W)     SCALED    
 CC0179* NAVD 88     -       768.562  (meters)    2521.52   (feet)  ADJUSTED  
 CC0179  ___________________________________________________________________
 CC0179  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 CC0179  DYNAMIC HT  -         767.463 (meters)    2517.92  (feet)  COMP
 CC0179  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 CC0179
 CC0179  VERT ORDER  -  FIRST     CLASS II
 CC0179
 CC0179.The horizontal coordinates were scaled from a topographic map and have
 CC0179.an estimated accuracy of +/- 6 seconds.
 CC0179
 CC0179.The orthometric height was determined by differential leveling
 CC0179.and adjusted by the National Geodetic Survey in June 1991..
 CC0179
 CC0179.The geoid height was determined by GEOID03.
 CC0179
 CC0179.The dynamic height is computed by dividing the NAVD 88
 CC0179.geopotential number by the normal gravity value computed on the
 CC0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0179.degrees latitude (g = 980.6199 gals.).
 CC0179
 CC0179.The modeled gravity was interpolated from observed gravity values.
 CC0179
 CC0179;                    North         East    Units  Estimated Accuracy
 CC0179;SPC TX C     - 3,172,320.      456,270.      MT  (+/- 180 meters Scaled)
 CC0179
 CC0179                          SUPERSEDED SURVEY CONTROL
 CC0179
 CC0179  NGVD 29 (??/??/92)  768.267  (m)         2520.56   (f) ADJ UNCH    1 2
 CC0179
 CC0179.Superseded values are not recommended for survey control.
 CC0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0179.See file dsdata.txt to determine how the superseded data were derived.
 CC0179
 CC0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ009532(NAD 83)
 CC0179_MARKER: DB = BENCH MARK DISK
 CC0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0179_STAMPING: J 107 1933 2520.556
 CC0179_MARK LOGO: CGS   
 CC0179_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0179+STABILITY: SURFACE MOTION
 CC0179
 CC0179  HISTORY     - Date     Condition        Report By
 CC0179  HISTORY     - 1933     MONUMENTED       CGS
 CC0179  HISTORY     - 1958     GOOD             NGS
 CC0179  HISTORY     - 1981     GOOD             NGS
 CC0179
 CC0179                          STATION DESCRIPTION
 CC0179
 CC0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0179'11.0 MI S FROM GRANDFALLS.
 CC0179'ABOUT 11.0 MILES SOUTH ALONG STATE HIGHWAY 82 FROM THE FIRST BAPTIST
 CC0179'CHURCH AT GRANDFALLS, 50 1/2 FEET EAST OF THE CENTER LINE OF THE
 CC0179'HIGHWAY, ABOUT 0.5 MILE NORTHEAST OF A HOUSE ON THE WEST SIDE OF THE
 CC0179'HIGHWAY, 6 INCHES WEST OF A FENCE, 1 FOOT NORTH OF A WHITE WOODEN
 CC0179'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 CC0179
 CC0179                          STATION RECOVERY (1981)
 CC0179
 CC0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0179'17.9 KM (11.1 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0179'WITH STATE HIGHWAYS 329 IN GRANDFALLS, 85.3 METERS (280.0 FT) SOUTH
 CC0179'OF THE CENTER OF A DIRT ROAD LEADING WEST, 24.0 METERS (78.8 FT)
 CC0179'SOUTH OF A UTILITY POLE, 18.1 METERS (59.4 FT) EAST OF THE CENTERLINE
 CC0179'OF THE HIGHWAY AND 0.2 METER (0.5 FT) WEST OF A FENCE.
 CC0179'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CC0179'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0811 ***********************************************************************
 BL0811  DESIGNATION -  J 107 USDA
 BL0811  PID         -  BL0811
 BL0811  STATE/COUNTY-  TX/WALKER
 BL0811  USGS QUAD   -  PHELPS (1976)
 BL0811
 BL0811                         *CURRENT SURVEY CONTROL
 BL0811  ___________________________________________________________________
 BL0811* NAD 83(1986)-  30 42 25.     (N)    095 26 03.     (W)     SCALED    
 BL0811* NAVD 88     -       132.65   (+/-2cm)     435.2    (feet)  VERTCON   
 BL0811  ___________________________________________________________________
 BL0811  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BL0811
 BL0811  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0811
 BL0811.The horizontal coordinates were scaled from a topographic map and have
 BL0811.an estimated accuracy of +/- 6 seconds.
 BL0811
 BL0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0811.The vertical order pertains to the NGVD 29 superseded value.
 BL0811
 BL0811.The geoid height was determined by GEOID03.
 BL0811
 BL0811;                    North         East    Units  Estimated Accuracy
 BL0811;SPC TX C     - 3,125,650.    1,169,120.      MT  (+/- 180 meters Scaled)
 BL0811
 BL0811                          SUPERSEDED SURVEY CONTROL
 BL0811
 BL0811  NGVD 29 (??/??/92)  132.660  (m)          435.24   (f) ADJ UNCH    1 1
 BL0811
 BL0811.Superseded values are not recommended for survey control.
 BL0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0811.See file dsdata.txt to determine how the superseded data were derived.
 BL0811
 BL0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP668996(NAD 83)
 BL0811_MARKER: DD = SURVEY DISK
 BL0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0811_SP_SET: ABUTMENT
 BL0811_STAMPING: J 107 1934
 BL0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0811
 BL0811  HISTORY     - Date     Condition        Report By
 BL0811  HISTORY     - 1934     MONUMENTED       USDA
 BL0811  HISTORY     - 1973     GOOD             NGS
 BL0811  HISTORY     - 1978     GOOD             NGS
 BL0811
 BL0811                          STATION DESCRIPTION
 BL0811
 BL0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0811'1.05 MI NE FROM PHELPS.
 BL0811'ABOUT 1.05 MILES NORTHEAST ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0811'CROSSING OF SPUR 2296, SET IN THE TOP NORTHEAST END OF THE NORTHWEST
 BL0811'CONCRETE ABUTMENT TO THE US HIGHWAY 190 OVERPASS, 24.8 FEET NORTH OF
 BL0811'THE CENTER LINE OF US HIGHWAY 190, 0.4 FOOT SOUTHWEST OF THE NORTHEAST
 BL0811'END OF THE NORTHWEST ABUTMENT, AND ABOUT LEVEL WITH THE ROAD.
 BL0811
 BL0811                          STATION RECOVERY (1978)
 BL0811
 BL0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0811'BENCH MARK IS GOOD, BUT A STEEL GUARD RAIL DIRECTLY OVER DISK, OMITTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0212 ***********************************************************************
 CD0212  DESIGNATION -  J 1070
 CD0212  PID         -  CD0212
 CD0212  STATE/COUNTY-  TX/CULBERSON
 CD0212  USGS QUAD   -  VAN HORN (1979)
 CD0212
 CD0212                         *CURRENT SURVEY CONTROL
 CD0212  ___________________________________________________________________
 CD0212* NAD 83(1986)-  31 02 22.     (N)    104 52 24.     (W)     SCALED    
 CD0212* NAVD 88     -      1280.583  (meters)    4201.38   (feet)  ADJUSTED  
 CD0212  ___________________________________________________________________
 CD0212  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CD0212  DYNAMIC HT  -        1278.561 (meters)    4194.75  (feet)  COMP
 CD0212  MODELED GRAV-     979,016.9   (mgal)                       NAVD 88
 CD0212
 CD0212  VERT ORDER  -  FIRST     CLASS II
 CD0212
 CD0212.The horizontal coordinates were scaled from a topographic map and have
 CD0212.an estimated accuracy of +/- 6 seconds.
 CD0212
 CD0212.The orthometric height was determined by differential leveling
 CD0212.and adjusted by the National Geodetic Survey in June 1991..
 CD0212
 CD0212.The geoid height was determined by GEOID03.
 CD0212
 CD0212.The dynamic height is computed by dividing the NAVD 88
 CD0212.geopotential number by the normal gravity value computed on the
 CD0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0212.degrees latitude (g = 980.6199 gals.).
 CD0212
 CD0212.The modeled gravity was interpolated from observed gravity values.
 CD0212
 CD0212;                    North         East    Units  Estimated Accuracy
 CD0212;SPC TX C     - 3,161,020.      266,760.      MT  (+/- 180 meters Scaled)
 CD0212
 CD0212                          SUPERSEDED SURVEY CONTROL
 CD0212
 CD0212  NGVD 29 (??/??/92) 1280.066  (m)         4199.68   (f) ADJ UNCH    1 2
 CD0212
 CD0212.Superseded values are not recommended for survey control.
 CD0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0212.See file dsdata.txt to determine how the superseded data were derived.
 CD0212
 CD0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ120339(NAD 83)
 CD0212_MARKER: DB = BENCH MARK DISK
 CD0212_SETTING: 66 = SET IN ROCK OUTCROP
 CD0212_SP_SET: OUTCROP
 CD0212_STAMPING: J 1070 1956
 CD0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0212+STABILITY: POSITION/ELEVATION WELL
 CD0212
 CD0212  HISTORY     - Date     Condition        Report By
 CD0212  HISTORY     - 1956     MONUMENTED       CGS
 CD0212
 CD0212                          STATION DESCRIPTION
 CD0212
 CD0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0212'2.4 MI W FROM VAN HORN.
 CD0212'2.4 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0212'AT VAN HORN, 6 POLES EAST OF MILEPOST 738, 27.6 FEET NORTH OF THE
 CD0212'NORTH RAIL, 19 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CD0212'FOUNDATION OF SEMAPHORE 737.9, 17 FEET SOUTHEAST OF A POWER POLE, 14.8
 CD0212'FEET SOUTH OF A FENCE, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 CD0212'TOP OF A SANDSTONE OUTCROP.  0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0531 ***********************************************************************
 CD0531  DESIGNATION -  J 1071
 CD0531  PID         -  CD0531
 CD0531  STATE/COUNTY-  TX/HUDSPETH
 CD0531  USGS QUAD   -  ALLAMOORE (1964)
 CD0531
 CD0531                         *CURRENT SURVEY CONTROL
 CD0531  ___________________________________________________________________
 CD0531* NAD 83(1986)-  31 06 19.     (N)    105 06 54.     (W)     SCALED    
 CD0531* NAVD 88     -      1357.063  (meters)    4452.30   (feet)  ADJUSTED  
 CD0531  ___________________________________________________________________
 CD0531  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CD0531  DYNAMIC HT  -        1354.902 (meters)    4445.21  (feet)  COMP
 CD0531  MODELED GRAV-     979,001.2   (mgal)                       NAVD 88
 CD0531
 CD0531  VERT ORDER  -  FIRST     CLASS II
 CD0531
 CD0531.The horizontal coordinates were scaled from a topographic map and have
 CD0531.an estimated accuracy of +/- 6 seconds.
 CD0531
 CD0531.The orthometric height was determined by differential leveling
 CD0531.and adjusted by the National Geodetic Survey in June 1991..
 CD0531
 CD0531.The geoid height was determined by GEOID03.
 CD0531
 CD0531.The dynamic height is computed by dividing the NAVD 88
 CD0531.geopotential number by the normal gravity value computed on the
 CD0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0531.degrees latitude (g = 980.6199 gals.).
 CD0531
 CD0531.The modeled gravity was interpolated from observed gravity values.
 CD0531
 CD0531;                    North         East    Units  Estimated Accuracy
 CD0531;SPC TX C     - 3,169,280.      244,030.      MT  (+/- 180 meters Scaled)
 CD0531
 CD0531                          SUPERSEDED SURVEY CONTROL
 CD0531
 CD0531  NGVD 29 (??/??/92) 1356.504  (m)         4450.46   (f) ADJ UNCH    1 2
 CD0531
 CD0531.Superseded values are not recommended for survey control.
 CD0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0531.See file dsdata.txt to determine how the superseded data were derived.
 CD0531
 CD0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ890412(NAD 83)
 CD0531_MARKER: DB = BENCH MARK DISK
 CD0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0531_STAMPING: J 1071 1956
 CD0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0531+STABILITY: SURFACE MOTION
 CD0531
 CD0531  HISTORY     - Date     Condition        Report By
 CD0531  HISTORY     - 1956     MONUMENTED       CGS
 CD0531  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0531
 CD0531                          STATION DESCRIPTION
 CD0531
 CD0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0531'6.85 MI W FROM ALLAMORE.
 CD0531'6.85 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0531'FOREMANS HOUSE AT ALLAMORE, 56.5 FEET WEST OF THE 10TH POLE WEST OF
 CD0531'MILEPOST 753, 106 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 35
 CD0531'FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 2
 CD0531'FEET WEST OF A WITNESS POST, 6 FEET BELOW THE TOP OF THE RAILS, 0.75
 CD0531'MILE EAST OF EAGLE FLAT R.M. 2, SET IN THE TOP OF A CONCRETE POST
 CD0531'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CD0531
 CD0531                          STATION RECOVERY (1981)
 CD0531
 CD0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0042 ***********************************************************************
 CE0042  DESIGNATION -  J 1072
 CE0042  PID         -  CE0042
 CE0042  STATE/COUNTY-  TX/EL PASO
 CE0042  USGS QUAD   -  EL PASO (1997)
 CE0042
 CE0042                         *CURRENT SURVEY CONTROL
 CE0042  ___________________________________________________________________
 CE0042* NAD 83(1986)-  31 45 45.     (N)    106 23 57.     (W)     SCALED    
 CE0042* NAVD 88     -      1126.744  (meters)    3696.66   (feet)  ADJUSTED  
 CE0042  ___________________________________________________________________
 CE0042  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0042  DYNAMIC HT  -        1125.026 (meters)    3691.02  (feet)  COMP
 CE0042  MODELED GRAV-     979,076.7   (mgal)                       NAVD 88
 CE0042
 CE0042  VERT ORDER  -  FIRST     CLASS I
 CE0042
 CE0042.The horizontal coordinates were scaled from a topographic map and have
 CE0042.an estimated accuracy of +/- 6 seconds.
 CE0042
 CE0042.The orthometric height was determined by differential leveling
 CE0042.and adjusted by the National Geodetic Survey in November 1996..
 CE0042.WARNING-Repeat measurements at this control monument indicate possible
 CE0042.vertical movement.
 CE0042
 CE0042.The geoid height was determined by GEOID03.
 CE0042
 CE0042.The dynamic height is computed by dividing the NAVD 88
 CE0042.geopotential number by the normal gravity value computed on the
 CE0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0042.degrees latitude (g = 980.6199 gals.).
 CE0042
 CE0042.The modeled gravity was interpolated from observed gravity values.
 CE0042
 CE0042;                    North         East    Units  Estimated Accuracy
 CE0042;SPC TX C     - 3,248,010.      125,650.      MT  (+/- 180 meters Scaled)
 CE0042
 CE0042                          SUPERSEDED SURVEY CONTROL
 CE0042
 CE0042  NAVD 88 (06/15/91) 1126.782  (m)         3696.78   (f) UNKNOWN     1 1
 CE0042  NGVD 29 (??/??/92) 1126.280  (m)         3695.14   (f) ADJ UNCH    1 1
 CE0042
 CE0042.Superseded values are not recommended for survey control.
 CE0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0042.See file dsdata.txt to determine how the superseded data were derived.
 CE0042
 CE0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR674149(NAD 83)
 CE0042_MARKER: DB = BENCH MARK DISK
 CE0042_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CE0042+WITH SETTING: PAVEMENT
 CE0042_SP_SET: FOOTING
 CE0042_STAMPING: J 1072 1956
 CE0042_MARK LOGO: CGS   
 CE0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0042+STABILITY: SURFACE MOTION
 CE0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0042+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1992
 CE0042
 CE0042  HISTORY     - Date     Condition        Report By
 CE0042  HISTORY     - 1956     MONUMENTED       CGS
 CE0042  HISTORY     - 1981     GOOD             NGS
 CE0042  HISTORY     - 19921123 GOOD             NGS
 CE0042
 CE0042                          STATION DESCRIPTION
 CE0042
 CE0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0042'6.3 MI E FROM EL PASO.
 CE0042'6.3 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0042'STATION AT EL PASO, 0.1 MILE SOUTHEAST OF THE CROSSING OF FARM ROAD
 CE0042'76, 0.2 MILE NORTHWEST OF THE STATION SIGN AT ALFALFA, 22.5 FEET
 CE0042'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 124 FEET NORTH OF
 CE0042'MILEPOST 823, 58 FEET NORTHEAST OF BENCH MARK 3680 (U.S.G.S.), 0.5
 CE0042'MILE NORTHWEST OF BENCH MARK K 1072, SET IN THE TOP OF THE SOUTHWEST
 CE0042'SIDE OF THE CONCRETE FOUNDATION OF SIGNAL TOWER 823.1, 0.3 FOOT ABOVE
 CE0042'THE GROUND.
 CE0042
 CE0042                          STATION RECOVERY (1981)
 CE0042
 CE0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0042'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CE0042'IN EL PASO, 0.2 KM (0.15 MI) NORTHWEST OF THE JUNCTION OF DELTA
 CE0042'DRIVE AND THE SOUTHERN PACIFIC RAILROAD, IN THE TOP CENTER OF THE
 CE0042'SOUTHWEST SIDE OF THE CONCRETE FOUNDATION OF RAILROAD SIGNAL NUMBERS
 CE0042'823.1 AND 823.2, 19.2 METERS (63.0 FT) SOUTHEAST OF MILEPOST 823,
 CE0042'17.7 METERS (58.0 FT) NORTHEAST OF BENCK MARK 3680 USGS AND 2.4
 CE0042'METERS (7.8 FT) NORTHEAST OF THE NEAR RAIL.
 CE0042
 CE0042                          STATION RECOVERY (1992)
 CE0042
 CE0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0042'0.3 KM (0.20 MI) SOUTHERLY ALONG PIEDRAS STREET FROM THE JUNCTION OF
 CE0042'INTERSTATE HIGHWAY 10 IN EL PASO, THENCE 6.3 KM (3.90 MI) EASTERLY
 CE0042'ALONG THE SOUTHERN PACIFIC RAILROAD, NEAR THE CENTER OF THE SOUTHWEST
 CE0042'SIDE OF THE CONCRETE FOOTING FOR AN OVERHEAD RAILROAD SIGNAL, 0.2 KM
 CE0042'(0.10 MI) NORTHEAST OF THE INTERSECTION OF DELTA DRIVE, 19.2 M
 CE0042'(63.0 FT) SOUTHEAST OF MILEPOST 823, 2.4 M (7.9 FT) NORTHEAST OF THE
 CE0042'NEAR RAIL, 0.2 M (0.7 FT) SOUTHWEST OF THE SUPPORT LEG OF THE SIGNAL,
 CE0042'AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0191 ***********************************************************************
 CE0191  DESIGNATION -  J 1073
 CE0191  PID         -  CE0191
 CE0191  STATE/COUNTY-  TX/EL PASO
 CE0191  USGS QUAD   -  ISLA (1972)
 CE0191
 CE0191                         *CURRENT SURVEY CONTROL
 CE0191  ___________________________________________________________________
 CE0191* NAD 83(1986)-  31 29 32.     (N)    106 08 41.     (W)     SCALED    
 CE0191* NAVD 88     -      1099.052  (meters)    3605.81   (feet)  ADJUSTED  
 CE0191  ___________________________________________________________________
 CE0191  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0191  DYNAMIC HT  -        1097.351 (meters)    3600.23  (feet)  COMP
 CE0191  MODELED GRAV-     979,056.2   (mgal)                       NAVD 88
 CE0191
 CE0191  VERT ORDER  -  FIRST     CLASS II
 CE0191
 CE0191.The horizontal coordinates were scaled from a topographic map and have
 CE0191.an estimated accuracy of +/- 6 seconds.
 CE0191
 CE0191.The orthometric height was determined by differential leveling
 CE0191.and adjusted by the National Geodetic Survey in June 1991..
 CE0191
 CE0191.The geoid height was determined by GEOID03.
 CE0191
 CE0191.The dynamic height is computed by dividing the NAVD 88
 CE0191.geopotential number by the normal gravity value computed on the
 CE0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0191.degrees latitude (g = 980.6199 gals.).
 CE0191
 CE0191.The modeled gravity was interpolated from observed gravity values.
 CE0191
 CE0191;                    North         East    Units  Estimated Accuracy
 CE0191;SPC TX C     - 3,216,790.      148,160.      MT  (+/- 180 meters Scaled)
 CE0191
 CE0191                          SUPERSEDED SURVEY CONTROL
 CE0191
 CE0191  NGVD 29 (??/??/92) 1098.498  (m)         3603.99   (f) ADJ UNCH    1 2
 CE0191
 CE0191.Superseded values are not recommended for survey control.
 CE0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0191.See file dsdata.txt to determine how the superseded data were derived.
 CE0191
 CE0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ912847(NAD 83)
 CE0191_MARKER: DB = BENCH MARK DISK
 CE0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0191_STAMPING: J 1073 1956
 CE0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0191+STABILITY: SURFACE MOTION
 CE0191
 CE0191  HISTORY     - Date     Condition        Report By
 CE0191  HISTORY     - 1956     MONUMENTED       CGS
 CE0191  HISTORY     - 1972     MARK NOT FOUND   USGS
 CE0191  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0191
 CE0191                          STATION DESCRIPTION
 CE0191
 CE0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0191'1.15 MI SE FROM FABENS.
 CE0191'1.15 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0191'STATION AT FABENS, 113 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 CE0191'HIGHWAY 80, 16.8 FEET NORTHWEST OF THE 1ST POLE NORTHWEST OF MILEPOST
 CE0191'799, 41 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.8 FEET SOUTHWEST OF A
 CE0191'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CE0191'FOOT ABOVE THE GROUND.
 CE0191
 CE0191                          STATION RECOVERY (1972)
 CE0191
 CE0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CE0191'MARK NOT FOUND.
 CE0191
 CE0191                          STATION RECOVERY (1981)
 CE0191
 CE0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0004 ***********************************************************************
 CE0004  DESIGNATION -  J 1074
 CE0004  PID         -  CE0004
 CE0004  STATE/COUNTY-  TX/EL PASO
 CE0004  USGS QUAD   -  CLINT (1995)
 CE0004
 CE0004                         *CURRENT SURVEY CONTROL
 CE0004  ___________________________________________________________________
 CE0004* NAD 83(1986)-  31 30 40.     (N)    106 09 01.     (W)     SCALED    
 CE0004* NAVD 88     -      1110.091  (meters)    3642.02   (feet)  ADJUSTED  
 CE0004  ___________________________________________________________________
 CE0004  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0004  DYNAMIC HT  -        1108.380 (meters)    3636.41  (feet)  COMP
 CE0004  MODELED GRAV-     979,061.0   (mgal)                       NAVD 88
 CE0004
 CE0004  VERT ORDER  -  FIRST     CLASS II
 CE0004
 CE0004.This mark is at Fabens Airport (E35)
 CE0004
 CE0004.The horizontal coordinates were scaled from a topographic map and have
 CE0004.an estimated accuracy of +/- 6 seconds.
 CE0004
 CE0004.The orthometric height was determined by differential leveling
 CE0004.and adjusted by the National Geodetic Survey in June 1991..
 CE0004
 CE0004.The geoid height was determined by GEOID03.
 CE0004
 CE0004.The dynamic height is computed by dividing the NAVD 88
 CE0004.geopotential number by the normal gravity value computed on the
 CE0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0004.degrees latitude (g = 980.6199 gals.).
 CE0004
 CE0004.The modeled gravity was interpolated from observed gravity values.
 CE0004
 CE0004;                    North         East    Units  Estimated Accuracy
 CE0004;SPC TX C     - 3,218,910.      147,740.      MT  (+/- 180 meters Scaled)
 CE0004
 CE0004                          SUPERSEDED SURVEY CONTROL
 CE0004
 CE0004  NGVD 29 (??/??/92) 1109.542  (m)         3640.22   (f) ADJ UNCH    1 2
 CE0004
 CE0004.Superseded values are not recommended for survey control.
 CE0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0004.See file dsdata.txt to determine how the superseded data were derived.
 CE0004
 CE0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ907868(NAD 83)
 CE0004_MARKER: DB = BENCH MARK DISK
 CE0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0004_STAMPING: J 1074 1956
 CE0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0004+STABILITY: SURFACE MOTION
 CE0004
 CE0004  HISTORY     - Date     Condition        Report By
 CE0004  HISTORY     - 1956     MONUMENTED       CGS
 CE0004  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0004  HISTORY     - 19920507 MARK NOT FOUND   USGS
 CE0004
 CE0004                          STATION DESCRIPTION
 CE0004
 CE0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0004'0.9 MI N FROM FABENS.
 CE0004'0.15 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0004'STATION AT FABENS, THENCE 0.6 MILE NORTHEAST ALONG FABENS STREET
 CE0004'NORTH, THENCE 0.15 MILE NORTHWEST ALONG C.C.C. CAMP ROAD, 0.15 MILE
 CE0004'NORTHEAST OF THE ENTRANCE TO THE FABENS AIRPORT, 312 FEET NORTH OF THE
 CE0004'CONCRETE BASE OF THE WIND SOCK AND GASOLINE PUMPS, 60 FEET SOUTHWEST
 CE0004'OF THE CENTER LINE OF A RUNWAY, 2.4 FEET NORTHWEST OF A WITNESS POST,
 CE0004'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CE0004'GROUND.
 CE0004
 CE0004                          STATION RECOVERY (1981)
 CE0004
 CE0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0004'MARK NOT FOUND.
 CE0004
 CE0004                          STATION RECOVERY (1992)
 CE0004
 CE0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0847 ***********************************************************************
 AY0847  DESIGNATION -  J 1075
 AY0847  PID         -  AY0847
 AY0847  STATE/COUNTY-  TX/MEDINA
 AY0847  USGS QUAD   -  DEVINE (1982)
 AY0847
 AY0847                         *CURRENT SURVEY CONTROL
 AY0847  ___________________________________________________________________
 AY0847* NAD 83(1986)-  29 09 21.     (N)    098 53 31.     (W)     SCALED    
 AY0847* NAVD 88     -       209.103  (meters)     686.03   (feet)  ADJUSTED  
 AY0847  ___________________________________________________________________
 AY0847  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AY0847  DYNAMIC HT  -         208.803 (meters)     685.05  (feet)  COMP
 AY0847  MODELED GRAV-     979,206.9   (mgal)                       NAVD 88
 AY0847
 AY0847  VERT ORDER  -  FIRST     CLASS II
 AY0847
 AY0847.The horizontal coordinates were scaled from a topographic map and have
 AY0847.an estimated accuracy of +/- 6 seconds.
 AY0847
 AY0847.The orthometric height was determined by differential leveling
 AY0847.and adjusted by the National Geodetic Survey in June 1991..
 AY0847
 AY0847.The geoid height was determined by GEOID03.
 AY0847
 AY0847.The dynamic height is computed by dividing the NAVD 88
 AY0847.geopotential number by the normal gravity value computed on the
 AY0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0847.degrees latitude (g = 980.6199 gals.).
 AY0847
 AY0847.The modeled gravity was interpolated from observed gravity values.
 AY0847
 AY0847;                    North         East    Units  Estimated Accuracy
 AY0847;SPC TXSC     - 4,146,570.      610,510.      MT  (+/- 180 meters Scaled)
 AY0847
 AY0847                          SUPERSEDED SURVEY CONTROL
 AY0847
 AY0847  NGVD 29 (??/??/92)  208.985  (m)          685.64   (f) ADJ UNCH    1 2
 AY0847
 AY0847.Superseded values are not recommended for survey control.
 AY0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0847.See file dsdata.txt to determine how the superseded data were derived.
 AY0847
 AY0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT105252(NAD 83)
 AY0847_MARKER: DB = BENCH MARK DISK
 AY0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0847_STAMPING: J 1075 1956
 AY0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0847+STABILITY: SURFACE MOTION
 AY0847
 AY0847  HISTORY     - Date     Condition        Report By
 AY0847  HISTORY     - 1956     MONUMENTED       CGS
 AY0847  HISTORY     - 19940728 GOOD             USPSQD
 AY0847  HISTORY     - 19970917 GOOD             USPSQD
 AY0847  HISTORY     - 20020129 GOOD             USPSQD
 AY0847  HISTORY     - 20050521 GOOD             USPSQD
 AY0847
 AY0847                          STATION DESCRIPTION
 AY0847
 AY0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0847'1.35 MI NE FROM DEVINE.
 AY0847'1.35 MILES NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0847'RAILROAD FROM THE STATION AT DEVINE, 182 FEET SOUTHWEST OF THE CENTER
 AY0847'OF A PRIVATE ROAD CROSSING, 26 FEET NORTHEAST OF THE 3RD POLE
 AY0847'NORTHEAST OF MILEPOST 290, 34 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2
 AY0847'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY0847'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0847
 AY0847                          STATION RECOVERY (1994)
 AY0847
 AY0847'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0847'RECOVERED IN GOOD CONDITION.
 AY0847
 AY0847                          STATION RECOVERY (1997)
 AY0847
 AY0847'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0847'RECOVERED IN GOOD CONDITION.
 AY0847
 AY0847                          STATION RECOVERY (2002)
 AY0847
 AY0847'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0847'RECOVERED IN GOOD CONDITION.
 AY0847
 AY0847                          STATION RECOVERY (2005)
 AY0847
 AY0847'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AY0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0168 ***********************************************************************
 AO0168  DESIGNATION -  J 1076
 AO0168  PID         -  AO0168
 AO0168  STATE/COUNTY-  TX/FRIO
 AO0168  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0168
 AO0168                         *CURRENT SURVEY CONTROL
 AO0168  ___________________________________________________________________
 AO0168* NAD 83(1986)-  28 58 16.     (N)    099 04 22.     (W)     SCALED    
 AO0168* NAVD 88     -       200.679  (meters)     658.39   (feet)  ADJUSTED  
 AO0168  ___________________________________________________________________
 AO0168  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AO0168  DYNAMIC HT  -         200.387 (meters)     657.44  (feet)  COMP
 AO0168  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AO0168
 AO0168  VERT ORDER  -  FIRST     CLASS II
 AO0168
 AO0168.The horizontal coordinates were scaled from a topographic map and have
 AO0168.an estimated accuracy of +/- 6 seconds.
 AO0168
 AO0168.The orthometric height was determined by differential leveling
 AO0168.and adjusted by the National Geodetic Survey in June 1991..
 AO0168
 AO0168.The geoid height was determined by GEOID03.
 AO0168
 AO0168.The dynamic height is computed by dividing the NAVD 88
 AO0168.geopotential number by the normal gravity value computed on the
 AO0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0168.degrees latitude (g = 980.6199 gals.).
 AO0168
 AO0168.The modeled gravity was interpolated from observed gravity values.
 AO0168
 AO0168;                    North         East    Units  Estimated Accuracy
 AO0168;SPC TXSC     - 4,126,100.      592,910.      MT  (+/- 180 meters Scaled)
 AO0168
 AO0168                          SUPERSEDED SURVEY CONTROL
 AO0168
 AO0168  NGVD 29 (??/??/92)  200.556  (m)          657.99   (f) ADJ UNCH    1 2
 AO0168
 AO0168.Superseded values are not recommended for survey control.
 AO0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0168.See file dsdata.txt to determine how the superseded data were derived.
 AO0168
 AO0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT929047(NAD 83)
 AO0168_MARKER: DB = BENCH MARK DISK
 AO0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0168_SP_SET: CULVERT
 AO0168_STAMPING: J 1076 1956
 AO0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0168+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 AO0168
 AO0168  HISTORY     - Date     Condition        Report By
 AO0168  HISTORY     - 1956     MONUMENTED       CGS
 AO0168  HISTORY     - 1987     GOOD             USPSQD
 AO0168  HISTORY     - 19960806 GOOD             USPSQD
 AO0168  HISTORY     - 19980204 GOOD             USPSQD
 AO0168  HISTORY     - 20030523 GOOD             USPSQD
 AO0168
 AO0168                          STATION DESCRIPTION
 AO0168
 AO0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0168'5.65 MI N FROM PEARSALL.
 AO0168'5.65 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0168'FROM THE STATION AT PEARSALL, 113 FEET WEST OF THE WEST RAIL, 111 FEET
 AO0168'WEST OF THE WEST SIDE OF TRESTLE 307.1, 26 FEET EAST OF THE CENTER
 AO0168'LINE OF U.S. HIGHWAY 81, 7 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 AO0168'TOP OF THE NORTH END OF THE EAST HEADWALL OF A 6 CHANNEL CONCRETE
 AO0168'CULVERT UNDER THE HIGHWAY.
 AO0168
 AO0168                          STATION RECOVERY (1987)
 AO0168
 AO0168'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AO0168'RECOVERED IN GOOD CONDITION.
 AO0168
 AO0168                          STATION RECOVERY (1996)
 AO0168
 AO0168'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0168'RECOVERED IN GOOD CONDITION.
 AO0168
 AO0168                          STATION RECOVERY (1998)
 AO0168
 AO0168'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0168'RECOVERED IN GOOD CONDITION.
 AO0168
 AO0168                          STATION RECOVERY (2003)
 AO0168
 AO0168'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AO0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0218 ***********************************************************************
 AO0218  DESIGNATION -  J 1077
 AO0218  PID         -  AO0218
 AO0218  STATE/COUNTY-  TX/LA SALLE
 AO0218  USGS QUAD   -  MILLETT (1974)
 AO0218
 AO0218                         *CURRENT SURVEY CONTROL
 AO0218  ___________________________________________________________________
 AO0218* NAD 83(1986)-  28 34 42.     (N)    099 11 47.     (W)     SCALED    
 AO0218* NAVD 88     -       144.897  (meters)     475.38   (feet)  ADJUSTED  
 AO0218  ___________________________________________________________________
 AO0218  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AO0218  DYNAMIC HT  -         144.681 (meters)     474.67  (feet)  COMP
 AO0218  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 AO0218
 AO0218  VERT ORDER  -  FIRST     CLASS II
 AO0218
 AO0218.The horizontal coordinates were scaled from a topographic map and have
 AO0218.an estimated accuracy of +/- 6 seconds.
 AO0218
 AO0218.The orthometric height was determined by differential leveling
 AO0218.and adjusted by the National Geodetic Survey in June 1991..
 AO0218.WARNING-Repeat measurements at this control monument indicate possible
 AO0218.vertical movement.
 AO0218
 AO0218.The geoid height was determined by GEOID03.
 AO0218
 AO0218.The dynamic height is computed by dividing the NAVD 88
 AO0218.geopotential number by the normal gravity value computed on the
 AO0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0218.degrees latitude (g = 980.6199 gals.).
 AO0218
 AO0218.The modeled gravity was interpolated from observed gravity values.
 AO0218
 AO0218;                    North         East    Units  Estimated Accuracy
 AO0218;SPC TXSC     - 4,082,580.      580,790.      MT  (+/- 180 meters Scaled)
 AO0218
 AO0218                          SUPERSEDED SURVEY CONTROL
 AO0218
 AO0218  NGVD 29 (??/??/92)  144.773  (m)          474.98   (f) ADJ UNCH    1 2
 AO0218
 AO0218.Superseded values are not recommended for survey control.
 AO0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0218.See file dsdata.txt to determine how the superseded data were derived.
 AO0218
 AO0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS807612(NAD 83)
 AO0218_MARKER: DB = BENCH MARK DISK
 AO0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0218_STAMPING: J 1077 1956
 AO0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0218+STABILITY: SURFACE MOTION
 AO0218
 AO0218  HISTORY     - Date     Condition        Report By
 AO0218  HISTORY     - 1956     MONUMENTED       CGS
 AO0218  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0218
 AO0218                          STATION DESCRIPTION
 AO0218
 AO0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0218'6.65 MI S FROM DILLEY.
 AO0218'6.65 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0218'FROM THE STATION AT DILLEY, AT THE CROSSING OF FARM ROAD 469, 135 FEET
 AO0218'NORTH OF THE CENTER LINE OF THE FARM ROAD, 133 FEET EAST OF THE CENTER
 AO0218'LINE OF U.S. HIGHWAY 81, 42 FEET WEST OF THE WEST RAIL, 12.7 FEET
 AO0218'NORTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.6
 AO0218'FEET WEST OF A WITNESS POST, 1.0 MILE NORTH OF BENCH MARK K 1077, AT
 AO0218'THE SOUTHEAST SIDE OF THE SMALL COMMUNITY OF MILLET, SET IN THE TOP OF
 AO0218'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0218
 AO0218                          STATION RECOVERY (1974)
 AO0218
 AO0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0275 ***********************************************************************
 AO0275  DESIGNATION -  J 1078
 AO0275  PID         -  AO0275
 AO0275  STATE/COUNTY-  TX/LA SALLE
 AO0275  USGS QUAD   -  ARTESIA WELLS (1982)
 AO0275
 AO0275                         *CURRENT SURVEY CONTROL
 AO0275  ___________________________________________________________________
 AO0275* NAD 83(1986)-  28 18 03.     (N)    099 16 42.     (W)     SCALED    
 AO0275* NAVD 88     -       143.841  (meters)     471.92   (feet)  ADJUSTED  
 AO0275  ___________________________________________________________________
 AO0275  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AO0275  DYNAMIC HT  -         143.622 (meters)     471.20  (feet)  COMP
 AO0275  MODELED GRAV-     979,126.4   (mgal)                       NAVD 88
 AO0275
 AO0275  VERT ORDER  -  FIRST     CLASS II
 AO0275
 AO0275.The horizontal coordinates were scaled from a topographic map and have
 AO0275.an estimated accuracy of +/- 6 seconds.
 AO0275
 AO0275.The orthometric height was determined by differential leveling
 AO0275.and adjusted by the National Geodetic Survey in June 1991..
 AO0275.WARNING-Repeat measurements at this control monument indicate possible
 AO0275.vertical movement.
 AO0275
 AO0275.The geoid height was determined by GEOID03.
 AO0275
 AO0275.The dynamic height is computed by dividing the NAVD 88
 AO0275.geopotential number by the normal gravity value computed on the
 AO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0275.degrees latitude (g = 980.6199 gals.).
 AO0275
 AO0275.The modeled gravity was interpolated from observed gravity values.
 AO0275
 AO0275;                    North         East    Units  Estimated Accuracy
 AO0275;SPC TXSC     - 4,051,850.      572,700.      MT  (+/- 180 meters Scaled)
 AO0275
 AO0275                          SUPERSEDED SURVEY CONTROL
 AO0275
 AO0275  NGVD 29 (??/??/92)  143.721  (m)          471.52   (f) ADJ UNCH    1 2
 AO0275
 AO0275.Superseded values are not recommended for survey control.
 AO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0275.See file dsdata.txt to determine how the superseded data were derived.
 AO0275
 AO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS727305(NAD 83)
 AO0275_MARKER: DB = BENCH MARK DISK
 AO0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0275_STAMPING: J 1078 1956
 AO0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0275+STABILITY: SURFACE MOTION
 AO0275
 AO0275  HISTORY     - Date     Condition        Report By
 AO0275  HISTORY     - 1956     MONUMENTED       CGS
 AO0275  HISTORY     - 1958     GOOD             NGS
 AO0275  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 AO0275
 AO0275                          STATION DESCRIPTION
 AO0275
 AO0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0275'9.9 MI S FROM COTULLA.
 AO0275'9.9 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0275'FROM THE STATION AT COTULLA, AT THE NORTH END OF A CUT, 108 FEET
 AO0275'NORTHWEST OF THE 7TH POLE SOUTH OF MILEPOST 355, 42 FEET WEST OF THE
 AO0275'WEST RAIL, 60 FEET EAST OF A FENCE, 17.3 FEET SOUTH OF A TELEPHONE
 AO0275'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.4 FEET NORTH OF A
 AO0275'WITNESS POST, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 AO0275'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0275
 AO0275                          STATION RECOVERY (1958)
 AO0275
 AO0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0275'RECOVERED IN GOOD CONDITION.
 AO0275
 AO0275                          STATION RECOVERY (1997)
 AO0275
 AO0275'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0700 ***********************************************************************
 AJ0700  DESIGNATION -  J 1079
 AJ0700  PID         -  AJ0700
 AJ0700  STATE/COUNTY-  TX/WEBB
 AJ0700  USGS QUAD   -  VENADO CREEK WEST (1980)
 AJ0700
 AJ0700                         *CURRENT SURVEY CONTROL
 AJ0700  ___________________________________________________________________
 AJ0700* NAD 83(1986)-  27 59 31.     (N)    099 22 13.     (W)     SCALED    
 AJ0700* NAVD 88     -       164.500  (meters)     539.70   (feet)  ADJUSTED  
 AJ0700  ___________________________________________________________________
 AJ0700  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AJ0700  DYNAMIC HT  -         164.246 (meters)     538.86  (feet)  COMP
 AJ0700  MODELED GRAV-     979,097.7   (mgal)                       NAVD 88
 AJ0700
 AJ0700  VERT ORDER  -  FIRST     CLASS II
 AJ0700
 AJ0700.The horizontal coordinates were scaled from a topographic map and have
 AJ0700.an estimated accuracy of +/- 6 seconds.
 AJ0700
 AJ0700.The orthometric height was determined by differential leveling
 AJ0700.and adjusted by the National Geodetic Survey in June 1991..
 AJ0700
 AJ0700.The geoid height was determined by GEOID03.
 AJ0700
 AJ0700.The dynamic height is computed by dividing the NAVD 88
 AJ0700.geopotential number by the normal gravity value computed on the
 AJ0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0700.degrees latitude (g = 980.6199 gals.).
 AJ0700
 AJ0700.The modeled gravity was interpolated from observed gravity values.
 AJ0700
 AJ0700;                    North         East    Units  Estimated Accuracy
 AJ0700;SPC TX S     - 5,257,930.      214,390.      MT  (+/- 180 meters Scaled)
 AJ0700
 AJ0700                          SUPERSEDED SURVEY CONTROL
 AJ0700
 AJ0700  NGVD 29 (??/??/92)  164.380  (m)          539.30   (f) ADJ UNCH    1 2
 AJ0700
 AJ0700.Superseded values are not recommended for survey control.
 AJ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0700.See file dsdata.txt to determine how the superseded data were derived.
 AJ0700
 AJ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR635963(NAD 83)
 AJ0700_MARKER: DB = BENCH MARK DISK
 AJ0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0700_STAMPING: J 1079 1957
 AJ0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0700+STABILITY: SURFACE MOTION
 AJ0700
 AJ0700  HISTORY     - Date     Condition        Report By
 AJ0700  HISTORY     - 1957     MONUMENTED       CGS
 AJ0700  HISTORY     - 1958     GOOD             NGS
 AJ0700
 AJ0700                          STATION DESCRIPTION
 AJ0700
 AJ0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0700'3.5 MI S FROM ENCINAL.
 AJ0700'3.5 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0700'FROM THE STATION AT ENCINAL, 7 POLES SOUTH OF MILEPOST 377, 35 FEET
 AJ0700'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD, 47 FEET WEST OF THE WEST
 AJ0700'RAIL, 11.6 FEET SOUTH OF A TELEPHONE POLE, 2.2 FEET EAST OF A FENCE,
 AJ0700'1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AJ0700'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AJ0700
 AJ0700                          STATION RECOVERY (1958)
 AJ0700
 AJ0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AJ0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0186 ***********************************************************************
 BP0186  DESIGNATION -  J 108
 BP0186  PID         -  BP0186
 BP0186  STATE/COUNTY-  TX/PECOS
 BP0186  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0186
 BP0186                         *CURRENT SURVEY CONTROL
 BP0186  ___________________________________________________________________
 BP0186* NAD 83(1986)-  30 31 26.     (N)    102 33 15.     (W)     SCALED    
 BP0186* NAVD 88     -      1051.191  (meters)    3448.78   (feet)  POSTED    
 BP0186  ___________________________________________________________________
 BP0186  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 BP0186  DYNAMIC HT  -        1049.550 (meters)    3443.40  (feet)  COMP
 BP0186  MODELED GRAV-     979,043.2   (mgal)                       NAVD 88
 BP0186
 BP0186  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0186
 BP0186.The horizontal coordinates were scaled from a topographic map and have
 BP0186.an estimated accuracy of +/- 6 seconds.
 BP0186
 BP0186.The orthometric height was determined by differential leveling
 BP0186.and adjusted by the National Geodetic Survey in 1992..
 BP0186.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0186.rate of 0.0 thru 1.0 mm/km.
 BP0186
 BP0186.The geoid height was determined by GEOID03.
 BP0186
 BP0186.The dynamic height is computed by dividing the NAVD 88
 BP0186.geopotential number by the normal gravity value computed on the
 BP0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0186.degrees latitude (g = 980.6199 gals.).
 BP0186
 BP0186.The modeled gravity was interpolated from observed gravity values.
 BP0186
 BP0186;                    North         East    Units  Estimated Accuracy
 BP0186;SPC TX C     - 3,097,160.      486,890.      MT  (+/- 180 meters Scaled)
 BP0186
 BP0186                          SUPERSEDED SURVEY CONTROL
 BP0186
 BP0186  NGVD 29 (??/??/92) 1050.902  (m)         3447.83   (f) ADJ UNCH    1 2
 BP0186
 BP0186.Superseded values are not recommended for survey control.
 BP0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0186.See file dsdata.txt to determine how the superseded data were derived.
 BP0186
 BP0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP346793(NAD 83)
 BP0186_MARKER: DB = BENCH MARK DISK
 BP0186_SETTING: 66 = SET IN ROCK OUTCROP
 BP0186_SP_SET: ROCK OUTCROP
 BP0186_STAMPING: J 108 1933 3447.906
 BP0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0186+STABILITY: POSITION/ELEVATION WELL
 BP0186
 BP0186  HISTORY     - Date     Condition        Report By
 BP0186  HISTORY     - 1933     MONUMENTED       CGS
 BP0186  HISTORY     - 1958     GOOD             NGS
 BP0186  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0186
 BP0186                          STATION DESCRIPTION
 BP0186
 BP0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0186'33.4 MI SE FROM FORT STOCKTON.
 BP0186'ABOUT 33.4 MILES SOUTHEAST ALONG U. S. HIGHWAY 285 FROM THE PANHANDLE
 BP0186'AND SANTA FE RAILWAY STATION AT FORT STOCKTON, ABOUT 30.95 MILES NORTH
 BP0186'OF THE JUNCTION OF U.S. HIGHWAYS 285 AND 90 AT SANDERSON, IN THE TOP
 BP0186'OF A ROCK OUTCROP ON THE EDGE OF A CREEK, 118 FEET EAST-NORTHEAST OF
 BP0186'THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2 MILE SOUTHEAST OF A RANCH
 BP0186'HOUSE, 122 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE, 54 FEET
 BP0186'EAST-NORTHEAST OF THE RIGHT OF WAY FENCE, 24 FEET SOUTHEAST OF THE
 BP0186'CENTER LINE OF THE DRY CREEK BED, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 BP0186'THE HIGHWAY.
 BP0186
 BP0186                          STATION RECOVERY (1981)
 BP0186
 BP0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0630 ***********************************************************************
 AE0630  DESIGNATION -  J 1080
 AE0630  PID         -  AE0630
 AE0630  STATE/COUNTY-  TX/STARR
 AE0630  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0630
 AE0630                         *CURRENT SURVEY CONTROL
 AE0630  ___________________________________________________________________
 AE0630* NAD 83(1986)-  26 23 09.     (N)    098 54 18.     (W)     SCALED    
 AE0630* NAVD 88     -        54.282  (meters)     178.09   (feet)  ADJUSTED  
 AE0630  ___________________________________________________________________
 AE0630  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AE0630  DYNAMIC HT  -          54.193 (meters)     177.80  (feet)  COMP
 AE0630  MODELED GRAV-     979,001.6   (mgal)                       NAVD 88
 AE0630
 AE0630  VERT ORDER  -  FIRST     CLASS II
 AE0630
 AE0630.The horizontal coordinates were scaled from a topographic map and have
 AE0630.an estimated accuracy of +/- 6 seconds.
 AE0630
 AE0630.The orthometric height was determined by differential leveling
 AE0630.and adjusted by the National Geodetic Survey in June 1991..
 AE0630
 AE0630.The geoid height was determined by GEOID03.
 AE0630
 AE0630.The dynamic height is computed by dividing the NAVD 88
 AE0630.geopotential number by the normal gravity value computed on the
 AE0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0630.degrees latitude (g = 980.6199 gals.).
 AE0630
 AE0630.The modeled gravity was interpolated from observed gravity values.
 AE0630
 AE0630;                    North         East    Units  Estimated Accuracy
 AE0630;SPC TX S     - 5,079,740.      259,590.      MT  (+/- 180 meters Scaled)
 AE0630
 AE0630                          SUPERSEDED SURVEY CONTROL
 AE0630
 AE0630  NGVD 29 (??/??/92)   54.332  (m)          178.25   (f) ADJ UNCH    1 2
 AE0630
 AE0630.Superseded values are not recommended for survey control.
 AE0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0630.See file dsdata.txt to determine how the superseded data were derived.
 AE0630
 AE0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ094184(NAD 83)
 AE0630_MARKER: DB = BENCH MARK DISK
 AE0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0630_SP_SET: CULVERT
 AE0630_STAMPING: J 1080 1956
 AE0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0630
 AE0630  HISTORY     - Date     Condition        Report By
 AE0630  HISTORY     - 1956     MONUMENTED       CGS
 AE0630  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0630
 AE0630                          STATION DESCRIPTION
 AE0630
 AE0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0630'5.7 MI W FROM RIO GRANDE CITY.
 AE0630'5.7 MILES WEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO
 AE0630'GRANDE CITY, 27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 AE0630'THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 5 CHANNEL CONCRETE
 AE0630'CULVERT.
 AE0630
 AE0630                          STATION RECOVERY (1981)
 AE0630
 AE0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0630'MARK NOT RECOVERED, J 1080 RESET 1979 WAS RECOVERED IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1282 ***********************************************************************
 AE1282  DESIGNATION -  J 1080 RESET 1979
 AE1282  PID         -  AE1282
 AE1282  STATE/COUNTY-  TX/STARR
 AE1282  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1282
 AE1282                         *CURRENT SURVEY CONTROL
 AE1282  ___________________________________________________________________
 AE1282* NAD 83(1986)-  26 23 08.     (N)    098 54 20.     (W)     SCALED    
 AE1282* NAVD 88     -        54.139  (meters)     177.62   (feet)  ADJUSTED  
 AE1282  ___________________________________________________________________
 AE1282  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AE1282  DYNAMIC HT  -          54.050 (meters)     177.33  (feet)  COMP
 AE1282  MODELED GRAV-     979,001.6   (mgal)                       NAVD 88
 AE1282
 AE1282  VERT ORDER  -  FIRST     CLASS II
 AE1282
 AE1282.The horizontal coordinates were scaled from a topographic map and have
 AE1282.an estimated accuracy of +/- 6 seconds.
 AE1282
 AE1282.The orthometric height was determined by differential leveling
 AE1282.and adjusted by the National Geodetic Survey in June 1991..
 AE1282
 AE1282.The geoid height was determined by GEOID03.
 AE1282
 AE1282.The dynamic height is computed by dividing the NAVD 88
 AE1282.geopotential number by the normal gravity value computed on the
 AE1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1282.degrees latitude (g = 980.6199 gals.).
 AE1282
 AE1282.The modeled gravity was interpolated from observed gravity values.
 AE1282
 AE1282;                    North         East    Units  Estimated Accuracy
 AE1282;SPC TX S     - 5,079,710.      259,530.      MT  (+/- 180 meters Scaled)
 AE1282
 AE1282                          SUPERSEDED SURVEY CONTROL
 AE1282
 AE1282.No superseded survey control is available for this station.
 AE1282
 AE1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ094183(NAD 83)
 AE1282_MARKER: DB = BENCH MARK DISK
 AE1282_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1282_SP_SET: HEADALL
 AE1282_STAMPING: J 1080 RESET 1979
 AE1282_MARK LOGO: NGS   
 AE1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1282+STABILITY: SURFACE MOTION
 AE1282
 AE1282  HISTORY     - Date     Condition        Report By
 AE1282  HISTORY     - 1979     MONUMENTED       NGS
 AE1282  HISTORY     - 1981     GOOD             NGS
 AE1282
 AE1282                          STATION DESCRIPTION
 AE1282
 AE1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1282'9.8 KM (6.05 MI) NW FROM RIO GRANDE CITY.
 AE1282'RECOVERED THIS DATE, NEW DESCRIPTION FOLLOWS, 9.8 KM
 AE1282'(6.05 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF STATE
 AE1282'ROUTE 775 NORTH IN RIO GRANDE CITY.  SET IN TOP OF THE NORTH WEST END
 AE1282'OF THE NORTHEAST CONCRETE HEADWALL OF A 5 CHANNEL BOX CULVERT UNDER
 AE1282'HIGHWAY, 8.8 METERS (29.0 FT) NORTHEAST OF CENTER OF HIGHWAY.
 AE1282'THE MARK IS ABOVE LEVEL WITH HIGHWAY..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1026 ***********************************************************************
 AE1026  DESIGNATION -  J 1081
 AE1026  PID         -  AE1026
 AE1026  STATE/COUNTY-  TX/ZAPATA
 AE1026  USGS QUAD   -  LOPENO (1965)
 AE1026
 AE1026                         *CURRENT SURVEY CONTROL
 AE1026  ___________________________________________________________________
 AE1026* NAD 83(1986)-  26 43 47.     (N)    099 06 48.     (W)     SCALED    
 AE1026* NAVD 88     -       110.809  (meters)     363.55   (feet)  ADJUSTED  
 AE1026  ___________________________________________________________________
 AE1026  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AE1026  DYNAMIC HT  -         110.630 (meters)     362.96  (feet)  COMP
 AE1026  MODELED GRAV-     979,024.3   (mgal)                       NAVD 88
 AE1026
 AE1026  VERT ORDER  -  FIRST     CLASS II
 AE1026
 AE1026.The horizontal coordinates were scaled from a topographic map and have
 AE1026.an estimated accuracy of +/- 6 seconds.
 AE1026
 AE1026.The orthometric height was determined by differential leveling
 AE1026.and adjusted by the National Geodetic Survey in June 1991..
 AE1026
 AE1026.The geoid height was determined by GEOID03.
 AE1026
 AE1026.The dynamic height is computed by dividing the NAVD 88
 AE1026.geopotential number by the normal gravity value computed on the
 AE1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1026.degrees latitude (g = 980.6199 gals.).
 AE1026
 AE1026.The modeled gravity was interpolated from observed gravity values.
 AE1026
 AE1026;                    North         East    Units  Estimated Accuracy
 AE1026;SPC TX S     - 5,117,930.      238,990.      MT  (+/- 180 meters Scaled)
 AE1026
 AE1026                          SUPERSEDED SURVEY CONTROL
 AE1026
 AE1026  NGVD 29 (??/??/92)  110.867  (m)          363.74   (f) ADJ UNCH    1 2
 AE1026
 AE1026.Superseded values are not recommended for survey control.
 AE1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1026.See file dsdata.txt to determine how the superseded data were derived.
 AE1026
 AE1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ887565(NAD 83)
 AE1026_MARKER: DB = BENCH MARK DISK
 AE1026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1026_SP_SET: CULVERT
 AE1026_STAMPING: J 1081 1956
 AE1026_MARK LOGO: CGS   
 AE1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1026
 AE1026  HISTORY     - Date     Condition        Report By
 AE1026  HISTORY     - 1956     MONUMENTED       CGS
 AE1026  HISTORY     - 1981     GOOD             NGS
 AE1026
 AE1026                          STATION DESCRIPTION
 AE1026
 AE1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1026'1.3 MI N FROM LOPENO.
 AE1026'1.3 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1026'24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 AE1026'SOUTH END OF THE WEST CONCRETE HEADWALL OF A 36 INCH CONCRETE PIPE
 AE1026'CULVERT.
 AE1026
 AE1026                          STATION RECOVERY (1981)
 AE1026
 AE1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0852 ***********************************************************************
 AJ0852  DESIGNATION -  J 1082
 AJ0852  PID         -  AJ0852
 AJ0852  STATE/COUNTY-  TX/WEBB
 AJ0852  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0852
 AJ0852                         *CURRENT SURVEY CONTROL
 AJ0852  ___________________________________________________________________
 AJ0852* NAD 83(1986)-  27 24 26.     (N)    099 28 48.     (W)     SCALED    
 AJ0852* NAVD 88     -       134.949  (meters)     442.75   (feet)  POSTED    
 AJ0852  ___________________________________________________________________
 AJ0852  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AJ0852  DYNAMIC HT  -         134.740 (meters)     442.06  (feet)  COMP
 AJ0852  MODELED GRAV-     979,059.7   (mgal)                       NAVD 88
 AJ0852
 AJ0852  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AJ0852
 AJ0852.The horizontal coordinates were scaled from a topographic map and have
 AJ0852.an estimated accuracy of +/- 6 seconds.
 AJ0852
 AJ0852.The orthometric height was determined by differential leveling
 AJ0852.and adjusted by the National Geodetic Survey in 1992..
 AJ0852.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AJ0852.rate of 4.1 thru 8.0 mm/km.
 AJ0852
 AJ0852.The geoid height was determined by GEOID03.
 AJ0852
 AJ0852.The dynamic height is computed by dividing the NAVD 88
 AJ0852.geopotential number by the normal gravity value computed on the
 AJ0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0852.degrees latitude (g = 980.6199 gals.).
 AJ0852
 AJ0852.The modeled gravity was interpolated from observed gravity values.
 AJ0852
 AJ0852;                    North         East    Units  Estimated Accuracy
 AJ0852;SPC TX S     - 5,193,220.      203,090.      MT  (+/- 180 meters Scaled)
 AJ0852
 AJ0852                          SUPERSEDED SURVEY CONTROL
 AJ0852
 AJ0852  NGVD 29 (??/??/92)  134.982  (m)          442.85   (f) ADJ UNCH    1 2
 AJ0852
 AJ0852.Superseded values are not recommended for survey control.
 AJ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0852.See file dsdata.txt to determine how the superseded data were derived.
 AJ0852
 AJ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR525316(NAD 83)
 AJ0852_MARKER: DB = BENCH MARK DISK
 AJ0852_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0852_SP_SET: SANDSTONE OUTCROP
 AJ0852_STAMPING: J 1082 1957
 AJ0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0852+STABILITY: POSITION/ELEVATION WELL
 AJ0852
 AJ0852  HISTORY     - Date     Condition        Report By
 AJ0852  HISTORY     - 1957     MONUMENTED       CGS
 AJ0852  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0852  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0852  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0852
 AJ0852                          STATION DESCRIPTION
 AJ0852
 AJ0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0852'9.7 MI S FROM LAREDO.
 AJ0852'2.8 MILES SOUTHEAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION
 AJ0852'AT LAREDO, THENCE 6.9 MILES SOUTH ALONG U.S. HIGHWAY 83, AT THE TOP OF
 AJ0852'A HILL, 0.1 MILE NORTH OF A CURVE IN THE HIGHWAY, 37 FEET EAST OF THE
 AJ0852'CENTER LINE OF THE HIGHWAY, 13 FEET WEST OF A FENCE, SET IN THE TOP OF
 AJ0852'A LARGE SANDSTONE OUTCROP.
 AJ0852
 AJ0852                          STATION RECOVERY (1975)
 AJ0852
 AJ0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0852'MARK NOT FOUND.
 AJ0852
 AJ0852                          STATION RECOVERY (1981)
 AJ0852
 AJ0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0852'MARK NOT RECOVERED, HIGHWAY HAS BEEN WIDENED.
 AJ0852
 AJ0852                          STATION RECOVERY (1988)
 AJ0852
 AJ0852'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0728 ***********************************************************************
 AJ0728  DESIGNATION -  J 1083
 AJ0728  PID         -  AJ0728
 AJ0728  STATE/COUNTY-  TX/WEBB
 AJ0728  USGS QUAD   -  ORVIL (1980)
 AJ0728
 AJ0728                         *CURRENT SURVEY CONTROL
 AJ0728  ___________________________________________________________________
 AJ0728* NAD 83(1986)-  27 41 51.     (N)    099 27 19.     (W)     SCALED    
 AJ0728* NAVD 88     -       214.207  (meters)     702.78   (feet)  ADJUSTED  
 AJ0728  ___________________________________________________________________
 AJ0728  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AJ0728  DYNAMIC HT  -         213.871 (meters)     701.68  (feet)  COMP
 AJ0728  MODELED GRAV-     979,070.5   (mgal)                       NAVD 88
 AJ0728
 AJ0728  VERT ORDER  -  FIRST     CLASS II
 AJ0728
 AJ0728.The horizontal coordinates were scaled from a topographic map and have
 AJ0728.an estimated accuracy of +/- 6 seconds.
 AJ0728
 AJ0728.The orthometric height was determined by differential leveling
 AJ0728.and adjusted by the National Geodetic Survey in June 1991..
 AJ0728
 AJ0728.The geoid height was determined by GEOID03.
 AJ0728
 AJ0728.The dynamic height is computed by dividing the NAVD 88
 AJ0728.geopotential number by the normal gravity value computed on the
 AJ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0728.degrees latitude (g = 980.6199 gals.).
 AJ0728
 AJ0728.The modeled gravity was interpolated from observed gravity values.
 AJ0728
 AJ0728;                    North         East    Units  Estimated Accuracy
 AJ0728;SPC TX S     - 5,225,360.      205,780.      MT  (+/- 180 meters Scaled)
 AJ0728
 AJ0728                          SUPERSEDED SURVEY CONTROL
 AJ0728
 AJ0728  NGVD 29 (??/??/92)  214.166  (m)          702.64   (f) ADJ UNCH    1 2
 AJ0728
 AJ0728.Superseded values are not recommended for survey control.
 AJ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0728.See file dsdata.txt to determine how the superseded data were derived.
 AJ0728
 AJ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR551637(NAD 83)
 AJ0728_MARKER: DB = BENCH MARK DISK
 AJ0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0728_STAMPING: J 1083 1957
 AJ0728_MARK LOGO: CGS   
 AJ0728_PROJECTION: PROJECTING 13 CENTIMETERS
 AJ0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0728+STABILITY: SURFACE MOTION
 AJ0728
 AJ0728  HISTORY     - Date     Condition        Report By
 AJ0728  HISTORY     - 1957     MONUMENTED       CGS
 AJ0728  HISTORY     - 1982     GOOD             NGS
 AJ0728  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0728
 AJ0728                          STATION DESCRIPTION
 AJ0728
 AJ0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0728'6.7 MI S FROM WEBB.
 AJ0728'6.7 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0728'FROM THE SECTION FOREMANS HOUSE AT WEBB, 4 POLES SOUTH OF MILEPOST
 AJ0728'398, 31.8 FEET WEST OF THE WEST RAIL, 33.7 FEET SOUTH OF A TELEPHONE
 AJ0728'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AJ0728'THE GROUND.
 AJ0728
 AJ0728                          STATION RECOVERY (1982)
 AJ0728
 AJ0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0728'7.0 KM (4.35 MI) SOUTH ALONG THE INTERSTATE HIGHWAY 35 EAST FRONTAGE
 AJ0728'ROAD FROM THE JUNCTION OF U.S. HIGHWAY 83 NEAR WEBB, ABOUT 61.0 METERS
 AJ0728'(200.0 FT) EAST OF THE CENTER OF THE EAST FRONTAGE ROAD, 9.6 METERS
 AJ0728'(31.5 FT) EAST OF THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD, AND
 AJ0728'100.6 METERS (330. FT) NORTH OF A CUT OFF TELEPHONE POLE NUMBER 5348
 AJ0728'WITH A GUY WIRE.
 AJ0728'THE MARK IS 0.52 METERS  W FROM A WITNESS POST.
 AJ0728'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS.
 AJ0728
 AJ0728                          STATION RECOVERY (2002)
 AJ0728
 AJ0728'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0758 ***********************************************************************
 AJ0758  DESIGNATION -  J 1084
 AJ0758  PID         -  AJ0758
 AJ0758  STATE/COUNTY-  TX/WEBB
 AJ0758  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ0758
 AJ0758                         *CURRENT SURVEY CONTROL
 AJ0758  ___________________________________________________________________
 AJ0758* NAD 83(1986)-  27 53 23.     (N)    099 28 35.     (W)     SCALED    
 AJ0758* NAVD 88     -       241.188  (meters)     791.30   (feet)  POSTED    
 AJ0758  ___________________________________________________________________
 AJ0758  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 AJ0758  DYNAMIC HT  -         240.810 (meters)     790.06  (feet)  COMP
 AJ0758  MODELED GRAV-     979,082.9   (mgal)                       NAVD 88
 AJ0758
 AJ0758  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0758
 AJ0758.The horizontal coordinates were scaled from a topographic map and have
 AJ0758.an estimated accuracy of +/- 6 seconds.
 AJ0758
 AJ0758.The orthometric height was determined by differential leveling
 AJ0758.and adjusted by the National Geodetic Survey in 1992..
 AJ0758.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0758.rate of 1.1 thru 2.0 mm/km.
 AJ0758
 AJ0758.The geoid height was determined by GEOID03.
 AJ0758
 AJ0758.The dynamic height is computed by dividing the NAVD 88
 AJ0758.geopotential number by the normal gravity value computed on the
 AJ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0758.degrees latitude (g = 980.6199 gals.).
 AJ0758
 AJ0758.The modeled gravity was interpolated from observed gravity values.
 AJ0758
 AJ0758;                    North         East    Units  Estimated Accuracy
 AJ0758;SPC TX S     - 5,246,680.      203,860.      MT  (+/- 180 meters Scaled)
 AJ0758
 AJ0758                          SUPERSEDED SURVEY CONTROL
 AJ0758
 AJ0758  NGVD 29 (??/??/92)  241.181  (m)          791.27   (f) ADJ UNCH    1 2
 AJ0758
 AJ0758.Superseded values are not recommended for survey control.
 AJ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0758.See file dsdata.txt to determine how the superseded data were derived.
 AJ0758
 AJ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR531850(NAD 83)
 AJ0758_MARKER: DB = BENCH MARK DISK
 AJ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0758_STAMPING: J 1084 1957
 AJ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0758+STABILITY: SURFACE MOTION
 AJ0758
 AJ0758  HISTORY     - Date     Condition        Report By
 AJ0758  HISTORY     - 1975     MONUMENTED       NGS
 AJ0758  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0758  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ0758  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ0758
 AJ0758                          STATION DESCRIPTION
 AJ0758
 AJ0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AJ0758'9.0 MI NW FROM WEBB.
 AJ0758'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0758'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ0758'GRADED DIRT ROAD, THENCE 6.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83,
 AJ0758'1.5 FEET NORTHEAST OF A FENCE, 49 FEET SOUTHWEST OF THE CENTER LINE OF
 AJ0758'THE HIGHWAY, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AJ0758'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AJ0758
 AJ0758                          STATION RECOVERY (1975)
 AJ0758
 AJ0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0758'MARK NOT FOUND.
 AJ0758
 AJ0758                          STATION RECOVERY (1982)
 AJ0758
 AJ0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0758'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AJ0758
 AJ0758                          STATION RECOVERY (2002)
 AJ0758
 AJ0758'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0406 ***********************************************************************
 AO0406  DESIGNATION -  J 1085
 AO0406  PID         -  AO0406
 AO0406  STATE/COUNTY-  TX/DIMMIT
 AO0406  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0406
 AO0406                         *CURRENT SURVEY CONTROL
 AO0406  ___________________________________________________________________
 AO0406* NAD 83(1986)-  28 31 14.     (N)    099 50 59.     (W)     SCALED    
 AO0406* NAVD 88     -       173.894  (meters)     570.52   (feet)  ADJUSTED  
 AO0406  ___________________________________________________________________
 AO0406  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AO0406  DYNAMIC HT  -         173.633 (meters)     569.66  (feet)  COMP
 AO0406  MODELED GRAV-     979,140.2   (mgal)                       NAVD 88
 AO0406
 AO0406  VERT ORDER  -  FIRST     CLASS II
 AO0406
 AO0406.The horizontal coordinates were scaled from a topographic map and have
 AO0406.an estimated accuracy of +/- 6 seconds.
 AO0406
 AO0406.The orthometric height was determined by differential leveling
 AO0406.and adjusted by the National Geodetic Survey in June 1991..
 AO0406
 AO0406.The geoid height was determined by GEOID03.
 AO0406
 AO0406.The dynamic height is computed by dividing the NAVD 88
 AO0406.geopotential number by the normal gravity value computed on the
 AO0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0406.degrees latitude (g = 980.6199 gals.).
 AO0406
 AO0406.The modeled gravity was interpolated from observed gravity values.
 AO0406
 AO0406;                    North         East    Units  Estimated Accuracy
 AO0406;SPC TXSC     - 4,076,470.      516,830.      MT  (+/- 180 meters Scaled)
 AO0406
 AO0406                          SUPERSEDED SURVEY CONTROL
 AO0406
 AO0406  NGVD 29 (??/??/92)  173.822  (m)          570.28   (f) ADJ UNCH    1 2
 AO0406
 AO0406.Superseded values are not recommended for survey control.
 AO0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0406.See file dsdata.txt to determine how the superseded data were derived.
 AO0406
 AO0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS168551(NAD 83)
 AO0406_MARKER: DB = BENCH MARK DISK
 AO0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0406_SP_SET: ABUTMENT
 AO0406_STAMPING: J 1085 1957
 AO0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0406
 AO0406  HISTORY     - Date     Condition        Report By
 AO0406  HISTORY     - 1957     MONUMENTED       CGS
 AO0406  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0406  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 AO0406
 AO0406                          STATION DESCRIPTION
 AO0406
 AO0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0406'0.5 MI NE FROM CARRIZO SPRINGS.
 AO0406'0.1 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE SAN ANTONIO, UVALDE AND
 AO0406'GULF RAILROAD STATION AT CARRIZO SPRINGS, THENCE 0.4 MILE EAST ALONG
 AO0406'STATE HIGHWAY 85, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET
 AO0406'IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE
 AO0406'OVER CARRIZO CREEK.
 AO0406
 AO0406                          STATION RECOVERY (1982)
 AO0406
 AO0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0406'MARK NOT RECOVERED.  NOTE, NEW BRIDGE OVER CARRIZO CREEK.
 AO0406
 AO0406                          STATION RECOVERY (1997)
 AO0406
 AO0406'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0430 ***********************************************************************
 AO0430  DESIGNATION -  J 1086
 AO0430  PID         -  AO0430
 AO0430  STATE/COUNTY-  TX/DIMMIT
 AO0430  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0430
 AO0430                         *CURRENT SURVEY CONTROL
 AO0430  ___________________________________________________________________
 AO0430* NAD 83(1986)-  28 36 29.     (N)    099 56 05.     (W)     SCALED    
 AO0430* NAVD 88     -       193.156  (meters)     633.71   (feet)  ADJUSTED  
 AO0430  ___________________________________________________________________
 AO0430  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AO0430  DYNAMIC HT  -         192.868 (meters)     632.77  (feet)  COMP
 AO0430  MODELED GRAV-     979,151.5   (mgal)                       NAVD 88
 AO0430
 AO0430  VERT ORDER  -  FIRST     CLASS II
 AO0430
 AO0430.The horizontal coordinates were scaled from a topographic map and have
 AO0430.an estimated accuracy of +/- 6 seconds.
 AO0430
 AO0430.The orthometric height was determined by differential leveling
 AO0430.and adjusted by the National Geodetic Survey in June 1991..
 AO0430
 AO0430.The geoid height was determined by GEOID03.
 AO0430
 AO0430.The dynamic height is computed by dividing the NAVD 88
 AO0430.geopotential number by the normal gravity value computed on the
 AO0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0430.degrees latitude (g = 980.6199 gals.).
 AO0430
 AO0430.The modeled gravity was interpolated from observed gravity values.
 AO0430
 AO0430;                    North         East    Units  Estimated Accuracy
 AO0430;SPC TXSC     - 4,086,230.      508,590.      MT  (+/- 180 meters Scaled)
 AO0430
 AO0430                          SUPERSEDED SURVEY CONTROL
 AO0430
 AO0430  NGVD 29 (??/??/92)  193.077  (m)          633.45   (f) ADJ UNCH    1 2
 AO0430
 AO0430.Superseded values are not recommended for survey control.
 AO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0430.See file dsdata.txt to determine how the superseded data were derived.
 AO0430
 AO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS086649(NAD 83)
 AO0430_MARKER: DB = BENCH MARK DISK
 AO0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0430_STAMPING: J 1086 1957
 AO0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0430+STABILITY: SURFACE MOTION
 AO0430
 AO0430  HISTORY     - Date     Condition        Report By
 AO0430  HISTORY     - 1957     MONUMENTED       CGS
 AO0430  HISTORY     - 1972     MARK NOT FOUND   USGS
 AO0430  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 AO0430
 AO0430                          STATION DESCRIPTION
 AO0430
 AO0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0430'7.85 MI NW FROM CARRIZO SPRINGS.
 AO0430'7.85 MILES NORTHWEST ALONG U.S. HIGHWAY 277 FROM THE SAN ANTONIO,
 AO0430'UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 48 FEET SOUTHWEST
 AO0430'OF THE CENTER LINE OF THE HIGHWAY, 49 FEET NORTHWEST OF THE CENTER
 AO0430'LINE OF A PRIVATE DRIVEWAY LEADING SOUTHWEST, 1.5 FEET NORTHEAST OF A
 AO0430'FENCE, 1.7 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 AO0430'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0430
 AO0430                          STATION RECOVERY (1972)
 AO0430
 AO0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AO0430'MARK NOT FOUND.
 AO0430
 AO0430                          STATION RECOVERY (1997)
 AO0430
 AO0430'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0431 ***********************************************************************
 AO0431  DESIGNATION -  J 1086 RESET 1963
 AO0431  PID         -  AO0431
 AO0431  STATE/COUNTY-  TX/DIMMIT
 AO0431  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0431
 AO0431                         *CURRENT SURVEY CONTROL
 AO0431  ___________________________________________________________________
 AO0431* NAD 83(1986)-  28 36 29.     (N)    099 56 05.     (W)     SCALED    
 AO0431* NAVD 88     -       192.86   (+/-2cm)     632.7    (feet)  VERTCON   
 AO0431  ___________________________________________________________________
 AO0431  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 AO0431
 AO0431  VERT ORDER  -  THIRD (See Below)
 AO0431
 AO0431.The horizontal coordinates were scaled from a topographic map and have
 AO0431.an estimated accuracy of +/- 6 seconds.
 AO0431
 AO0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0431.The vertical order pertains to the NGVD 29 superseded value.
 AO0431
 AO0431.The geoid height was determined by GEOID03.
 AO0431
 AO0431;                    North         East    Units  Estimated Accuracy
 AO0431;SPC TXSC     - 4,086,230.      508,590.      MT  (+/- 180 meters Scaled)
 AO0431
 AO0431                          SUPERSEDED SURVEY CONTROL
 AO0431
 AO0431  NGVD 29 (??/??/??)  192.75   (m)          632.4    (f) RESET       3  
 AO0431
 AO0431.Superseded values are not recommended for survey control.
 AO0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0431.See file dsdata.txt to determine how the superseded data were derived.
 AO0431
 AO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS086649(NAD 83)
 AO0431_MARKER: DB = BENCH MARK DISK
 AO0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0431_STAMPING: J 1086 RESET 1963
 AO0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0431+STABILITY: SURFACE MOTION
 AO0431
 AO0431  HISTORY     - Date     Condition        Report By
 AO0431  HISTORY     - 1963     MONUMENTED       CGS
 AO0431  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0431  HISTORY     - 19970531 GOOD             USPSQD
 AO0431
 AO0431                          STATION DESCRIPTION
 AO0431
 AO0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AO0431'7.8 MI NW FROM CARRIZO SPRINGS.
 AO0431'ABOUT 7.8 MILES NORTHWEST ALONG U. S. HIGHWAY 277 FROM THE SAN
 AO0431'ANTONIO, UVALDE AND GULF RAILROAD STATION IN CARRIZO SPRINGS, 70 FEET
 AO0431'NORTHEAST OF THE CENTER LINE OF HIGHWAY, 25 FEET NORTHWEST OF THE
 AO0431'EXTENDED CENTER OF THE ENTRANCE TO THE QUALITY VEG. GROWERS, 1 FOOT
 AO0431'SOUTHEAST OF A METAL WITNESS POST.  AT TEXAS HIGHWAY DEPARTMENT
 AO0431'STATION 613 + 49, ON THE NORTHEAST HIGHWAY RIGHT-OF-WAY LINE.  A
 AO0431'STANDARD DISK STAMPED J 1086 RESET 1963, SET IN A 10 X 10 IN. CONCRETE
 AO0431'POST WHICH PROJECTS 4 INCHES.
 AO0431
 AO0431                          STATION RECOVERY (1982)
 AO0431
 AO0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0431'NOT RECOVERED, NOTE, CONCRETE POST FOUND WITH BROKEN STEM, DISK NOT
 AO0431'FOUND, CONSIDERED DESTROYED.
 AO0431
 AO0431                          STATION RECOVERY (1997)
 AO0431
 AO0431'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0378 ***********************************************************************
 AO0378  DESIGNATION -  J 1088
 AO0378  PID         -  AO0378
 AO0378  STATE/COUNTY-  TX/DIMMIT
 AO0378  USGS QUAD   -  DABNEY TANK (1982)
 AO0378
 AO0378                         *CURRENT SURVEY CONTROL
 AO0378  ___________________________________________________________________
 AO0378* NAD 83(1986)-  28 22 10.     (N)    099 38 25.     (W)     SCALED    
 AO0378* NAVD 88     -       162.468  (meters)     533.03   (feet)  POSTED    
 AO0378  ___________________________________________________________________
 AO0378  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0378  DYNAMIC HT  -         162.220 (meters)     532.22  (feet)  COMP
 AO0378  MODELED GRAV-     979,124.5   (mgal)                       NAVD 88
 AO0378
 AO0378  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AO0378
 AO0378.The horizontal coordinates were scaled from a topographic map and have
 AO0378.an estimated accuracy of +/- 6 seconds.
 AO0378
 AO0378.The orthometric height was determined by differential leveling
 AO0378.and adjusted by the National Geodetic Survey in 1992..
 AO0378.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AO0378.rate greater than 8.0 mm/km.
 AO0378
 AO0378.The geoid height was determined by GEOID03.
 AO0378
 AO0378.The dynamic height is computed by dividing the NAVD 88
 AO0378.geopotential number by the normal gravity value computed on the
 AO0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0378.degrees latitude (g = 980.6199 gals.).
 AO0378
 AO0378.The modeled gravity was interpolated from observed gravity values.
 AO0378
 AO0378;                    North         East    Units  Estimated Accuracy
 AO0378;SPC TXSC     - 4,059,590.      537,240.      MT  (+/- 180 meters Scaled)
 AO0378
 AO0378                          SUPERSEDED SURVEY CONTROL
 AO0378
 AO0378  NGVD 29 (??/??/92)  162.40   (m)          532.8    (f) COMPUTED    1 2
 AO0378
 AO0378.Superseded values are not recommended for survey control.
 AO0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0378.See file dsdata.txt to determine how the superseded data were derived.
 AO0378
 AO0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS372382(NAD 83)
 AO0378_MARKER: DB = BENCH MARK DISK
 AO0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0378_STAMPING: J 1088 1957
 AO0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0378+STABILITY: SURFACE MOTION
 AO0378
 AO0378  HISTORY     - Date     Condition        Report By
 AO0378  HISTORY     - 1957     MONUMENTED       CGS
 AO0378  HISTORY     - 1976     MARK NOT FOUND   USGS
 AO0378  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0378
 AO0378                          STATION DESCRIPTION
 AO0378
 AO0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0378'2.35 MI NW FROM CATARINA.
 AO0378'2.35 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0378'CATARINA, AT A JUNCTION WITH A GRADED DIRT ROAD LEADING SOUTHWEST TO
 AO0378'THE BRISCOE RANCH, 138 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AO0378'HIGHWAY, 115 FEET NORTHWEST OF THE CENTER LINE OF THE GRADED DIRT
 AO0378'ROAD, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE ASHERTON AND GULF
 AO0378'RAILROAD, IN LINE WITH A FENCE LEADING SOUTHWEST, 2.3 FEET SOUTHEAST
 AO0378'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AO0378'0.5 FOOT ABOVE THE GROUND.
 AO0378
 AO0378                          STATION RECOVERY (1976)
 AO0378
 AO0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0378'MARK NOT FOUND.
 AO0378
 AO0378                          STATION RECOVERY (1982)
 AO0378
 AO0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0378'NOT RECOVERED, LOOKED FOR GRADED ROAD NOW BLACKTOP, AREA OF MARK HAS
 AO0378'BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0343 ***********************************************************************
 AO0343  DESIGNATION -  J 1089
 AO0343  PID         -  AO0343
 AO0343  STATE/COUNTY-  TX/WEBB
 AO0343  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0343
 AO0343                         *CURRENT SURVEY CONTROL
 AO0343  ___________________________________________________________________
 AO0343* NAD 83(1986)-  28 05 21.     (N)    099 34 15.     (W)     SCALED    
 AO0343* NAVD 88     -       226.310  (meters)     742.49   (feet)  POSTED    
 AO0343  ___________________________________________________________________
 AO0343  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0343  DYNAMIC HT  -         225.960 (meters)     741.34  (feet)  COMP
 AO0343  MODELED GRAV-     979,098.9   (mgal)                       NAVD 88
 AO0343
 AO0343  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AO0343
 AO0343.The horizontal coordinates were scaled from a topographic map and have
 AO0343.an estimated accuracy of +/- 6 seconds.
 AO0343
 AO0343.The orthometric height was determined by differential leveling
 AO0343.and adjusted by the National Geodetic Survey in 1992..
 AO0343.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AO0343.rate of 4.1 thru 8.0 mm/km.
 AO0343
 AO0343.The geoid height was determined by GEOID03.
 AO0343
 AO0343.The dynamic height is computed by dividing the NAVD 88
 AO0343.geopotential number by the normal gravity value computed on the
 AO0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0343.degrees latitude (g = 980.6199 gals.).
 AO0343
 AO0343.The modeled gravity was interpolated from observed gravity values.
 AO0343
 AO0343;                    North         East    Units  Estimated Accuracy
 AO0343;SPC TX S     - 5,268,860.      194,750.      MT  (+/- 180 meters Scaled)
 AO0343
 AO0343                          SUPERSEDED SURVEY CONTROL
 AO0343
 AO0343  NGVD 29 (??/??/92)  226.310  (m)          742.49   (f) ADJ UNCH    1 2
 AO0343
 AO0343.Superseded values are not recommended for survey control.
 AO0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0343.See file dsdata.txt to determine how the superseded data were derived.
 AO0343
 AO0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS439072(NAD 83)
 AO0343_MARKER: DB = BENCH MARK DISK
 AO0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0343_STAMPING: J 1089 1957
 AO0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0343+STABILITY: SURFACE MOTION
 AO0343
 AO0343  HISTORY     - Date     Condition        Report By
 AO0343  HISTORY     - 1957     MONUMENTED       CGS
 AO0343  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0343  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AO0343
 AO0343                          STATION DESCRIPTION
 AO0343
 AO0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0343'19.0 MI SE FROM CATARINA.
 AO0343'19.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0343'CATARINA, 0.45 MILE NORTHWEST OF A JUNCTION WITH A TRACK ROAD LEADING
 AO0343'NORTHEAST, 0.2 MILE NORTHWEST OF A SMALL PROMINENT HILL, 107 FEET
 AO0343'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 57.5 FEET NORTHEAST OF A
 AO0343'FENCE, 2.2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AO0343'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0343
 AO0343                          STATION RECOVERY (1982)
 AO0343
 AO0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0343'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AO0343
 AO0343                          STATION RECOVERY (2002)
 AO0343
 AO0343'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0595 ***********************************************************************
 CA0595  DESIGNATION -  J 109
 CA0595  PID         -  CA0595
 CA0595  STATE/COUNTY-  TX/CONCHO
 CA0595  USGS QUAD   -  LIVE OAK (1970)
 CA0595
 CA0595                         *CURRENT SURVEY CONTROL
 CA0595  ___________________________________________________________________
 CA0595* NAD 83(1986)-  31 13 51.     (N)    099 59 15.     (W)     SCALED    
 CA0595* NAVD 88     -       640.575  (meters)    2101.62   (feet)  ADJUSTED  
 CA0595  ___________________________________________________________________
 CA0595  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CA0595  DYNAMIC HT  -         639.687 (meters)    2098.71  (feet)  COMP
 CA0595  MODELED GRAV-     979,233.4   (mgal)                       NAVD 88
 CA0595
 CA0595  VERT ORDER  -  FIRST     CLASS II
 CA0595
 CA0595.The horizontal coordinates were scaled from a topographic map and have
 CA0595.an estimated accuracy of +/- 6 seconds.
 CA0595
 CA0595.The orthometric height was determined by differential leveling
 CA0595.and adjusted by the National Geodetic Survey in June 1991..
 CA0595
 CA0595.The geoid height was determined by GEOID03.
 CA0595
 CA0595.The dynamic height is computed by dividing the NAVD 88
 CA0595.geopotential number by the normal gravity value computed on the
 CA0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0595.degrees latitude (g = 980.6199 gals.).
 CA0595
 CA0595.The modeled gravity was interpolated from observed gravity values.
 CA0595
 CA0595;                    North         East    Units  Estimated Accuracy
 CA0595;SPC TX C     - 3,173,450.      732,950.      MT  (+/- 180 meters Scaled)
 CA0595
 CA0595                          SUPERSEDED SURVEY CONTROL
 CA0595
 CA0595.No superseded survey control is available for this station.
 CA0595
 CA0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV059556(NAD 83)
 CA0595_MARKER: DB = BENCH MARK DISK
 CA0595_SETTING: 66 = SET IN ROCK OUTCROP
 CA0595_SP_SET: BEDROCK
 CA0595_STAMPING: J-109 1933
 CA0595_MARK LOGO: CGS   
 CA0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0595+STABILITY: POSITION/ELEVATION WELL
 CA0595
 CA0595  HISTORY     - Date     Condition        Report By
 CA0595  HISTORY     - 1933     MONUMENTED       CGS
 CA0595  HISTORY     - 1970     GOOD             USGS
 CA0595  HISTORY     - 1981     GOOD             NGS
 CA0595  HISTORY     - 19991231 GOOD             USPSQD
 CA0595
 CA0595                          STATION DESCRIPTION
 CA0595
 CA0595'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CA0595'8.7 MI NW FROM EDEN.
 CA0595'EDEN, 8.7 MILES NW OF ALONG HWY 87, 73 FT. NORTH OF HWY., AT STATION
 CA0595'589 + 50.  SET IN BED ROCK.  A STD DISC STAMPED J-109 1933.
 CA0595
 CA0595                          STATION RECOVERY (1981)
 CA0595
 CA0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CA0595'14.0 KM (8.7 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION
 CA0595'WITH U.S. HIGHWAY 83 IN EDEN, 1.2 KM (0.75 MI) NORTHWEST OF A FIELD
 CA0595'ROAD CROSSING, IN TOP OF A 2 BY 2 FT EXPOSED AREA OF OUTCROPPING
 CA0595'BEDROCK, 22.7 METERS (74.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 CA0595'HIGHWAY, 9.7 METERS (31.8 FT) SOUTHEAST OF A FENCE AND 7.0 METERS
 CA0595'(23.0 FT) NORTHEAST OF A FENCE.
 CA0595'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 CA0595
 CA0595                          STATION RECOVERY (1999)
 CA0595
 CA0595'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1286 ***********************************************************************
 AY1286  DESIGNATION -  J 1090
 AY1286  PID         -  AY1286
 AY1286  STATE/COUNTY-  TX/UVALDE
 AY1286  USGS QUAD   -  HACIENDA (1960)
 AY1286
 AY1286                         *CURRENT SURVEY CONTROL
 AY1286  ___________________________________________________________________
 AY1286* NAD 83(1986)-  29 14 27.     (N)    099 57 30.     (W)     SCALED    
 AY1286* NAVD 88     -       297.463  (meters)     975.93   (feet)  ADJUSTED  
 AY1286  ___________________________________________________________________
 AY1286  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 AY1286  DYNAMIC HT  -         297.029 (meters)     974.50  (feet)  COMP
 AY1286  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 AY1286
 AY1286  VERT ORDER  -  FIRST     CLASS II
 AY1286
 AY1286.The horizontal coordinates were scaled from a topographic map and have
 AY1286.an estimated accuracy of +/- 6 seconds.
 AY1286
 AY1286.The orthometric height was determined by differential leveling
 AY1286.and adjusted by the National Geodetic Survey in June 1991..
 AY1286
 AY1286.The geoid height was determined by GEOID03.
 AY1286
 AY1286.The dynamic height is computed by dividing the NAVD 88
 AY1286.geopotential number by the normal gravity value computed on the
 AY1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1286.degrees latitude (g = 980.6199 gals.).
 AY1286
 AY1286.The modeled gravity was interpolated from observed gravity values.
 AY1286
 AY1286;                    North         East    Units  Estimated Accuracy
 AY1286;SPC TXSC     - 4,156,370.      506,850.      MT  (+/- 180 meters Scaled)
 AY1286
 AY1286                          SUPERSEDED SURVEY CONTROL
 AY1286
 AY1286  NGVD 29 (??/??/92)  297.347  (m)          975.55   (f) ADJ UNCH    1 2
 AY1286
 AY1286.Superseded values are not recommended for survey control.
 AY1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1286.See file dsdata.txt to determine how the superseded data were derived.
 AY1286
 AY1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT068350(NAD 83)
 AY1286_MARKER: DB = BENCH MARK DISK
 AY1286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1286_SP_SET: BASE
 AY1286_STAMPING: J 1090 1957
 AY1286_MARK LOGO: CGS   
 AY1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1286+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AY1286
 AY1286  HISTORY     - Date     Condition        Report By
 AY1286  HISTORY     - 1957     MONUMENTED       CGS
 AY1286  HISTORY     - 1982     GOOD             NGS
 AY1286  HISTORY     - 20031030 GOOD             USPSQD
 AY1286
 AY1286                          STATION DESCRIPTION
 AY1286
 AY1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1286'8.35 MI E FROM CLINE.
 AY1286'8.35 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1286'STATION AT CLINE, 130 FEET NORTHWEST OF MILEPOST 311, 8 FEET NORTH OF
 AY1286'THE NORTH RAIL, SET IN THE TOP OF THE CENTER OF AN ABANDONED CONCRETE
 AY1286'SEMAPHORE BASE.
 AY1286
 AY1286                          STATION RECOVERY (1982)
 AY1286
 AY1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1286'MARK RECOVERED THIS DATE, NOTE, THE RAILROAD STATION AT CLINE HAS BEEN
 AY1286'REMOVED, 16.1 KM (10.0 MI) WEST SOUTHWEST ALONG THE SOUTHERN PACIFIC
 AY1286'RAILROAD SERVICE ROAD FROM THE STATION AT UVALDE.
 AY1286
 AY1286                          STATION RECOVERY (2003)
 AY1286
 AY1286'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1315 ***********************************************************************
 AY1315  DESIGNATION -  J 1091
 AY1315  PID         -  AY1315
 AY1315  STATE/COUNTY-  TX/UVALDE
 AY1315  USGS QUAD   -  UVALDE (1971)
 AY1315
 AY1315                         *CURRENT SURVEY CONTROL
 AY1315  ___________________________________________________________________
 AY1315* NAD 83(1986)-  29 14 38.     (N)    099 45 59.     (W)     SCALED    
 AY1315* NAVD 88     -       291.349  (meters)     955.87   (feet)  ADJUSTED  
 AY1315  ___________________________________________________________________
 AY1315  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AY1315  DYNAMIC HT  -         290.926 (meters)     954.48  (feet)  COMP
 AY1315  MODELED GRAV-     979,183.6   (mgal)                       NAVD 88
 AY1315
 AY1315  VERT ORDER  -  FIRST     CLASS II
 AY1315
 AY1315.The horizontal coordinates were scaled from a topographic map and have
 AY1315.an estimated accuracy of +/- 6 seconds.
 AY1315
 AY1315.The orthometric height was determined by differential leveling
 AY1315.and adjusted by the National Geodetic Survey in June 1991..
 AY1315
 AY1315.The geoid height was determined by GEOID03.
 AY1315
 AY1315.The dynamic height is computed by dividing the NAVD 88
 AY1315.geopotential number by the normal gravity value computed on the
 AY1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1315.degrees latitude (g = 980.6199 gals.).
 AY1315
 AY1315.The modeled gravity was interpolated from observed gravity values.
 AY1315
 AY1315;                    North         East    Units  Estimated Accuracy
 AY1315;SPC TXSC     - 4,156,570.      525,510.      MT  (+/- 180 meters Scaled)
 AY1315
 AY1315                          SUPERSEDED SURVEY CONTROL
 AY1315
 AY1315  NGVD 29 (??/??/92)  291.197  (m)          955.37   (f) ADJ UNCH    1 2
 AY1315
 AY1315.Superseded values are not recommended for survey control.
 AY1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1315.See file dsdata.txt to determine how the superseded data were derived.
 AY1315
 AY1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT255352(NAD 83)
 AY1315_MARKER: DB = BENCH MARK DISK
 AY1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1315_STAMPING: J 1091 1957
 AY1315_MARK LOGO: CGS   
 AY1315_PROJECTION: PROJECTING 6 CENTIMETERS
 AY1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1315+STABILITY: SURFACE MOTION
 AY1315
 AY1315  HISTORY     - Date     Condition        Report By
 AY1315  HISTORY     - 1957     MONUMENTED       CGS
 AY1315  HISTORY     - 1982     GOOD             NGS
 AY1315  HISTORY     - 1988     GOOD             USPSQD
 AY1315  HISTORY     - 20021110 MARK NOT FOUND   USPSQD
 AY1315
 AY1315                          STATION DESCRIPTION
 AY1315
 AY1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1315'2.2 MI NE FROM UVALDE.
 AY1315'2.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1315'STATION AT UVALDE, 63 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A
 AY1315'GRAVELED ROAD, 30 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED
 AY1315'ROAD, 45 FEET SOUTHWEST OF MILEPOST 299, 34.4 FEET SOUTHEAST OF THE
 AY1315'SOUTHEAST RAIL, 1.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 AY1315'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1315
 AY1315                          STATION RECOVERY (1982)
 AY1315
 AY1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1315'RECOVERED THIS DATE, NOTE, 3.5 KM (2.2 MI) EAST
 AY1315'NORTHEAST ALONG STATE ROUTE 2369 FROM THE JUNCTION OF SPUR 144 AND THE
 AY1315'SOUTHERN PACIFIC RAILROAD STATION IN UVALDE, NOTE, 15.2 METERS
 AY1315'(50.0 FT) NORTHWEST OF CENTERLINE OF STATE ROUTE 2369.
 AY1315'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AY1315'THE MARK IS 0.45 M ABOVE HIGHWAY.
 AY1315
 AY1315                          STATION RECOVERY (1988)
 AY1315
 AY1315'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1315'RECOVERED IN GOOD CONDITION.
 AY1315
 AY1315                          STATION RECOVERY (2002)
 AY1315
 AY1315'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AY1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1217 ***********************************************************************
 AY1217  DESIGNATION -  J 1092
 AY1217  PID         -  AY1217
 AY1217  STATE/COUNTY-  TX/UVALDE
 AY1217  USGS QUAD   -  SABINAL (1970)
 AY1217
 AY1217                         *CURRENT SURVEY CONTROL
 AY1217  ___________________________________________________________________
 AY1217* NAD 83(1986)-  29 19 20.     (N)    099 26 46.     (W)     SCALED    
 AY1217* NAVD 88     -       284.844  (meters)     934.53   (feet)  ADJUSTED  
 AY1217  ___________________________________________________________________
 AY1217  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 AY1217  DYNAMIC HT  -         284.430 (meters)     933.17  (feet)  COMP
 AY1217  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 AY1217
 AY1217  VERT ORDER  -  FIRST     CLASS II
 AY1217
 AY1217.The horizontal coordinates were scaled from a topographic map and have
 AY1217.an estimated accuracy of +/- 6 seconds.
 AY1217
 AY1217.The orthometric height was determined by differential leveling
 AY1217.and adjusted by the National Geodetic Survey in June 1991..
 AY1217
 AY1217.The geoid height was determined by GEOID03.
 AY1217
 AY1217.The dynamic height is computed by dividing the NAVD 88
 AY1217.geopotential number by the normal gravity value computed on the
 AY1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1217.degrees latitude (g = 980.6199 gals.).
 AY1217
 AY1217.The modeled gravity was interpolated from observed gravity values.
 AY1217
 AY1217;                    North         East    Units  Estimated Accuracy
 AY1217;SPC TXSC     - 4,165,090.      556,670.      MT  (+/- 180 meters Scaled)
 AY1217
 AY1217                          SUPERSEDED SURVEY CONTROL
 AY1217
 AY1217  NGVD 29 (??/??/92)  284.718  (m)          934.11   (f) ADJ UNCH    1 2
 AY1217
 AY1217.Superseded values are not recommended for survey control.
 AY1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1217.See file dsdata.txt to determine how the superseded data were derived.
 AY1217
 AY1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT566437(NAD 83)
 AY1217_MARKER: DB = BENCH MARK DISK
 AY1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1217_STAMPING: J 1092 1957
 AY1217_MARK LOGO: CGS   
 AY1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1217+STABILITY: SURFACE MOTION
 AY1217
 AY1217  HISTORY     - Date     Condition        Report By
 AY1217  HISTORY     - 1957     MONUMENTED       CGS
 AY1217  HISTORY     - 1982     GOOD             NGS
 AY1217  HISTORY     - 1988     GOOD             USPSQD
 AY1217  HISTORY     - 20011113 GOOD             USPSQD
 AY1217
 AY1217                          STATION DESCRIPTION
 AY1217
 AY1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1217'1.25 MI E FROM SABINAL.
 AY1217'1.25 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1217'STATION AT SABINAL, 78 FEET WEST OF THE 5TH POLE WEST OF MILEPOST 278,
 AY1217'41 FEET SOUTH OF THE SOUTH RAIL, 15.8 FEET SOUTH OF A TELEPHONE POLE,
 AY1217'IN LINE WITH A ROW OF TELEPHONE POLES, 6 FEET NORTH OF A FENCE, 1.6
 AY1217'FEET EAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN
 AY1217'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1217
 AY1217                          STATION RECOVERY (1982)
 AY1217
 AY1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1217'MARK RECOVERED THIS DATE, NOTE, 2.2 KM (1.35 MI) EASTERLY ALONG A
 AY1217'GRAVEL ROAD (RAILROAD SERVICE ROAD) FROM THE CROSSING OF THE SOUTHERN
 AY1217'PACIFIC RAILROAD AND RANCH ROAD 187 IN SABINAL, ROAD RUNS ON THE SOUTH
 AY1217'SIDE AND PARALLELS THE RAILROAD TRACKS.
 AY1217
 AY1217                          STATION RECOVERY (1988)
 AY1217
 AY1217'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1217'RECOVERED IN GOOD CONDITION.
 AY1217
 AY1217                          STATION RECOVERY (2001)
 AY1217
 AY1217'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0106 ***********************************************************************
 AP0106  DESIGNATION -  J 1093
 AP0106  PID         -  AP0106
 AP0106  STATE/COUNTY-  TX/MAVERICK
 AP0106  USGS QUAD   -  PALOMA (1974)
 AP0106
 AP0106                         *CURRENT SURVEY CONTROL
 AP0106  ___________________________________________________________________
 AP0106* NAD 83(1986)-  28 53 49.     (N)    100 25 26.     (W)     SCALED    
 AP0106* NAVD 88     -       249.133  (meters)     817.36   (feet)  ADJUSTED  
 AP0106  ___________________________________________________________________
 AP0106  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AP0106  DYNAMIC HT  -         248.765 (meters)     816.16  (feet)  COMP
 AP0106  MODELED GRAV-     979,162.2   (mgal)                       NAVD 88
 AP0106
 AP0106  VERT ORDER  -  FIRST     CLASS II
 AP0106
 AP0106.The horizontal coordinates were scaled from a topographic map and have
 AP0106.an estimated accuracy of +/- 6 seconds.
 AP0106
 AP0106.The orthometric height was determined by differential leveling
 AP0106.and adjusted by the National Geodetic Survey in June 1991..
 AP0106
 AP0106.The geoid height was determined by GEOID03.
 AP0106
 AP0106.The dynamic height is computed by dividing the NAVD 88
 AP0106.geopotential number by the normal gravity value computed on the
 AP0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0106.degrees latitude (g = 980.6199 gals.).
 AP0106
 AP0106.The modeled gravity was interpolated from observed gravity values.
 AP0106
 AP0106;                    North         East    Units  Estimated Accuracy
 AP0106;SPC TXSC     - 4,118,720.      461,140.      MT  (+/- 180 meters Scaled)
 AP0106
 AP0106                          SUPERSEDED SURVEY CONTROL
 AP0106
 AP0106  NGVD 29 (??/??/92)  248.994  (m)          816.91   (f) ADJ UNCH    1 2
 AP0106
 AP0106.Superseded values are not recommended for survey control.
 AP0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0106.See file dsdata.txt to determine how the superseded data were derived.
 AP0106
 AP0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS611974(NAD 83)
 AP0106_MARKER: DB = BENCH MARK DISK
 AP0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0106_STAMPING: J 1093 1957
 AP0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0106+STABILITY: SURFACE MOTION
 AP0106
 AP0106  HISTORY     - Date     Condition        Report By
 AP0106  HISTORY     - 1957     MONUMENTED       CGS
 AP0106
 AP0106                          STATION DESCRIPTION
 AP0106
 AP0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0106'14.25 MI N FROM EAGLE PASS.
 AP0106'14.25 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0106'STATION AT EAGLE PASS, 9 RAILS NORTHEAST OF THE NORTHEAST END OF
 AP0106'TRESTLE 19.04, 87 FEET NORTHWEST OF THE 1ST POLE NORTHEAST OF MILEPOST
 AP0106'19. 50 FEET NORTHWEST OF THE NORTHWEST RAIL, 10 FEET SOUTHEAST OF THE
 AP0106'CENTER LINE OF A TRACK ROAD, 2.3 FEET NORTHWEST OF A FENCE, 1.6 FEET
 AP0106'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AP0106'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0067 ***********************************************************************
 BB0067  DESIGNATION -  J 1095
 BB0067  PID         -  BB0067
 BB0067  STATE/COUNTY-  TX/PRESIDIO
 BB0067  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0067
 BB0067                         *CURRENT SURVEY CONTROL
 BB0067  ___________________________________________________________________
 BB0067* NAD 83(1986)-  29 31 20.     (N)    104 17 21.     (W)     SCALED    
 BB0067* NAVD 88     -       779.245  (meters)    2556.57   (feet)  ADJUSTED  
 BB0067  ___________________________________________________________________
 BB0067  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 BB0067  DYNAMIC HT  -         777.979 (meters)    2552.42  (feet)  COMP
 BB0067  MODELED GRAV-     978,994.4   (mgal)                       NAVD 88
 BB0067
 BB0067  VERT ORDER  -  SECOND    CLASS 0
 BB0067
 BB0067.The horizontal coordinates were scaled from a topographic map and have
 BB0067.an estimated accuracy of +/- 6 seconds.
 BB0067
 BB0067.The orthometric height was determined by differential leveling
 BB0067.and adjusted by the National Geodetic Survey in June 1991..
 BB0067
 BB0067.The geoid height was determined by GEOID03.
 BB0067
 BB0067.The dynamic height is computed by dividing the NAVD 88
 BB0067.geopotential number by the normal gravity value computed on the
 BB0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0067.degrees latitude (g = 980.6199 gals.).
 BB0067
 BB0067.The modeled gravity was interpolated from observed gravity values.
 BB0067
 BB0067;                    North         East    Units  Estimated Accuracy
 BB0067;SPC TXSC     - 4,198,770.       87,480.      MT  (+/- 180 meters Scaled)
 BB0067
 BB0067                          SUPERSEDED SURVEY CONTROL
 BB0067
 BB0067  NGVD 29 (??/??/92)  778.858  (m)         2555.30   (f) ADJ UNCH    2 0
 BB0067
 BB0067.Superseded values are not recommended for survey control.
 BB0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0067.See file dsdata.txt to determine how the superseded data were derived.
 BB0067
 BB0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN688660(NAD 83)
 BB0067_MARKER: DB = BENCH MARK DISK
 BB0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0067_SP_SET: DRILL HOLE
 BB0067_STAMPING: J 1095 1973
 BB0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0067
 BB0067  HISTORY     - Date     Condition        Report By
 BB0067  HISTORY     - 1973     MONUMENTED       NGS
 BB0067  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0067
 BB0067                          STATION DESCRIPTION
 BB0067
 BB0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BB0067'5.7 MI SE FROM PRESIDIO.
 BB0067'FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67 (S.R.
 BB0067'170) FOR 0.5 MILE, THENCE EAST ALONG FARM ROAD 170 FOR 3.4 MILES TO
 BB0067'FORT LEATON, CONTINUE EAST ALONG FARM ROAD 170 FOR 2.7 MILES TO THE
 BB0067'EAST END OF A CONCRETE BRIDGE OVER ALAMITO CREEK, 56.1 FEET SOUTHWEST
 BB0067'OF POWER POLE NO. 59, 12.0 FEET NORTH-NORTHEAST OF THE CENTER OF FARM
 BB0067'ROAD 170, 3.3 FEET WEST OF THE NORTHEAST CORNER OF THE HEADWALL ON
 BB0067'BRIDGE NO. C.957 S.8 S.7 T.50, ABOUT LEVEL WITH THE HIGHWAY, AND
 BB0067'CEMENTED IN A DRILL HOLE.
 BB0067
 BB0067                          STATION RECOVERY (1996)
 BB0067
 BB0067'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0540 ***********************************************************************
 BP0540  DESIGNATION -  J 1096
 BP0540  PID         -  BP0540
 BP0540  STATE/COUNTY-  TX/BREWSTER
 BP0540  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0540
 BP0540                         *CURRENT SURVEY CONTROL
 BP0540  ___________________________________________________________________
 BP0540* NAD 83(1986)-  30 16 10.     (N)    103 35 12.     (W)     SCALED    
 BP0540* NAVD 88     -      1583.899  (meters)    5196.51   (feet)  ADJUSTED  
 BP0540  ___________________________________________________________________
 BP0540  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 BP0540  DYNAMIC HT  -        1581.261 (meters)    5187.85  (feet)  COMP
 BP0540  MODELED GRAV-     978,919.4   (mgal)                       NAVD 88
 BP0540  OBS GRAVITY -     978,920.3   (mgal)                       GRAV_OBS
 BP0540
 BP0540  VERT ORDER  -  FIRST     CLASS I
 BP0540
 BP0540.The horizontal coordinates were scaled from a topographic map and have
 BP0540.an estimated accuracy of +/- 6 seconds.
 BP0540
 BP0540.The orthometric height was determined by differential leveling
 BP0540.and adjusted by the National Geodetic Survey in June 1991..
 BP0540
 BP0540.The geoid height was determined by GEOID03.
 BP0540
 BP0540.The dynamic height is computed by dividing the NAVD 88
 BP0540.geopotential number by the normal gravity value computed on the
 BP0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0540.degrees latitude (g = 980.6199 gals.).
 BP0540
 BP0540.The modeled gravity was interpolated from observed gravity values.
 BP0540.The observed gravity was obtained from relative gravimeter ties
 BP0540.to the IGSN71 gravity network.
 BP0540
 BP0540;                    North         East    Units  Estimated Accuracy
 BP0540;SPC TXSC     - 4,278,650.      158,770.      MT  (+/- 180 meters Scaled)
 BP0540
 BP0540                          SUPERSEDED SURVEY CONTROL
 BP0540
 BP0540  NGVD 29 (??/??/92) 1583.377  (m)         5194.80   (f) ADJ UNCH    1 1
 BP0540
 BP0540.Superseded values are not recommended for survey control.
 BP0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0540.See file dsdata.txt to determine how the superseded data were derived.
 BP0540
 BP0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP359494(NAD 83)
 BP0540_MARKER: DB = BENCH MARK DISK
 BP0540_SETTING: 66 = SET IN ROCK OUTCROP
 BP0540_SP_SET: ROCK OUTCROP
 BP0540_STAMPING: J 1096 1977
 BP0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0540+STABILITY: POSITION/ELEVATION WELL
 BP0540
 BP0540  HISTORY     - Date     Condition        Report By
 BP0540  HISTORY     - 1977     MONUMENTED       NGS
 BP0540  HISTORY     - 1981     GOOD             NGS
 BP0540  HISTORY     - 1989     GOOD             USPSQD
 BP0540  HISTORY     - 19961008 GOOD             USPSQD
 BP0540
 BP0540                          STATION DESCRIPTION
 BP0540
 BP0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0540'8.6 MI SOUTH FROM ALPINE.
 BP0540'0.4 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0540'STATION AT ALPINE, THENCE 8.2 MILES SOUTHEAST ALONG HIGHWAY
 BP0540'118, AT THE CROSSING OF A DRY STREAM AND JUNCTION OF A RANCH ROAD
 BP0540'LEADING SOUTH, ON THE OUT OF A CURVE IN THE RANCH ROAD, IN TOP OF
 BP0540'A SMALL OUTCROP FLUSH WITH THE GROUND, 35 FT. NORTH NORTHWEST
 BP0540'OF A 20 INCH CEDAR TREE, 208 FT. WEST OF THE CENTERLINE OF THE
 BP0540'HIGHWAY, 99.5 FT. NORTHWEST OF A CENTERLINE OF A RANCH ROAD, 44.0 FT.
 BP0540'WEST-NORTHWEST OF THE CENTER OF A CATTLEGAURD.
 BP0540
 BP0540                          STATION RECOVERY (1981)
 BP0540
 BP0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0540'RECOVERED IN GOOD CONDITION.
 BP0540
 BP0540                          STATION RECOVERY (1989)
 BP0540
 BP0540'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0540'RECOVERED IN GOOD CONDITION.
 BP0540
 BP0540                          STATION RECOVERY (1996)
 BP0540
 BP0540'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0570 ***********************************************************************
 BP0570  DESIGNATION -  J 1097
 BP0570  PID         -  BP0570
 BP0570  STATE/COUNTY-  TX/JEFF DAVIS
 BP0570  USGS QUAD   -  FORT DAVIS (1972)
 BP0570
 BP0570                         *CURRENT SURVEY CONTROL
 BP0570  ___________________________________________________________________
 BP0570* NAD 83(1986)-  30 35 58.     (N)    103 55 31.     (W)     SCALED    
 BP0570* NAVD 88     -      1510.551  (meters)    4955.87   (feet)  ADJUSTED  
 BP0570  ___________________________________________________________________
 BP0570  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BP0570  DYNAMIC HT  -        1508.074 (meters)    4947.74  (feet)  COMP
 BP0570  MODELED GRAV-     978,947.9   (mgal)                       NAVD 88
 BP0570  OBS GRAVITY -     978,947.4   (mgal)                       GRAV_OBS
 BP0570
 BP0570  VERT ORDER  -  FIRST     CLASS I
 BP0570
 BP0570.The horizontal coordinates were scaled from a topographic map and have
 BP0570.an estimated accuracy of +/- 6 seconds.
 BP0570
 BP0570.The orthometric height was determined by differential leveling
 BP0570.and adjusted by the National Geodetic Survey in June 1991..
 BP0570
 BP0570.The geoid height was determined by GEOID03.
 BP0570
 BP0570.The dynamic height is computed by dividing the NAVD 88
 BP0570.geopotential number by the normal gravity value computed on the
 BP0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0570.degrees latitude (g = 980.6199 gals.).
 BP0570
 BP0570.The modeled gravity was interpolated from observed gravity values.
 BP0570.The observed gravity was obtained from relative gravimeter ties
 BP0570.to the IGSN71 gravity network.
 BP0570
 BP0570;                    North         East    Units  Estimated Accuracy
 BP0570;SPC TX C     - 3,108,960.      355,620.      MT  (+/- 180 meters Scaled)
 BP0570
 BP0570                          SUPERSEDED SURVEY CONTROL
 BP0570
 BP0570  NGVD 29 (??/??/92) 1509.992  (m)         4954.03   (f) ADJ UNCH    1 1
 BP0570
 BP0570.Superseded values are not recommended for survey control.
 BP0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0570.See file dsdata.txt to determine how the superseded data were derived.
 BP0570
 BP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP030857(NAD 83)
 BP0570_MARKER: DB = BENCH MARK DISK
 BP0570_SETTING: 66 = SET IN ROCK OUTCROP
 BP0570_SP_SET: ROCK OUTCROP
 BP0570_STAMPING: J 1097 1977
 BP0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0570+STABILITY: POSITION/ELEVATION WELL
 BP0570
 BP0570  HISTORY     - Date     Condition        Report By
 BP0570  HISTORY     - 1977     MONUMENTED       NGS
 BP0570  HISTORY     - 1988     GOOD             USPSQD
 BP0570  HISTORY     - 1989     GOOD             USPSQD
 BP0570  HISTORY     - 19961007 GOOD             USPSQD
 BP0570
 BP0570                          STATION DESCRIPTION
 BP0570
 BP0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0570'3.80 MI NW FROM FORT DAVIS.
 BP0570'ABOUT 3.80 MILES NORTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0570'COURTHOUSE AT FORT DAVIS, 0.20 MILES EAST OF THE ENTRANCE TO INDIAN
 BP0570'LODGE, 110 FT. SOUTHEAST OF THE EAST END OF 5 CONCRETE CULVERTS,
 BP0570'140 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 90 FT. EAST OF
 BP0570'A DRY CREEK BED, 36 FT. SOUTH OF A RIGHT-OF-WAY FENCE.
 BP0570
 BP0570                          STATION RECOVERY (1988)
 BP0570
 BP0570'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0570'RECOVERED IN GOOD CONDITION.
 BP0570
 BP0570                          STATION RECOVERY (1989)
 BP0570
 BP0570'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0570'RECOVERED IN GOOD CONDITION.
 BP0570
 BP0570                          STATION RECOVERY (1996)
 BP0570
 BP0570'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0320 ***********************************************************************
 BQ0320  DESIGNATION -  J 1098
 BQ0320  PID         -  BQ0320
 BQ0320  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0320  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0320
 BQ0320                         *CURRENT SURVEY CONTROL
 BQ0320  ___________________________________________________________________
 BQ0320* NAD 83(1986)-  30 40 20.     (N)    104 01 52.     (W)     SCALED    
 BQ0320* NAVD 88     -      1856.363  (meters)    6090.42   (feet)  ADJUSTED  
 BQ0320  ___________________________________________________________________
 BQ0320  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BQ0320  DYNAMIC HT  -        1853.208 (meters)    6080.07  (feet)  COMP
 BQ0320  MODELED GRAV-     978,874.4   (mgal)                       NAVD 88
 BQ0320  OBS GRAVITY -     978,870.5   (mgal)                       GRAV_OBS
 BQ0320
 BQ0320  VERT ORDER  -  FIRST     CLASS I
 BQ0320
 BQ0320.The horizontal coordinates were scaled from a topographic map and have
 BQ0320.an estimated accuracy of +/- 6 seconds.
 BQ0320
 BQ0320.The orthometric height was determined by differential leveling
 BQ0320.and adjusted by the National Geodetic Survey in June 1991..
 BQ0320
 BQ0320.The geoid height was determined by GEOID03.
 BQ0320
 BQ0320.The dynamic height is computed by dividing the NAVD 88
 BQ0320.geopotential number by the normal gravity value computed on the
 BQ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0320.degrees latitude (g = 980.6199 gals.).
 BQ0320
 BQ0320.The modeled gravity was interpolated from observed gravity values.
 BQ0320.The observed gravity was obtained from relative gravimeter ties
 BQ0320.to the IGSN71 gravity network.
 BQ0320
 BQ0320;                    North         East    Units  Estimated Accuracy
 BQ0320;SPC TX C     - 3,117,360.      345,750.      MT  (+/- 180 meters Scaled)
 BQ0320
 BQ0320                          SUPERSEDED SURVEY CONTROL
 BQ0320
 BQ0320  NGVD 29 (??/??/92) 1855.701  (m)         6088.25   (f) ADJ UNCH    1 1
 BQ0320
 BQ0320.Superseded values are not recommended for survey control.
 BQ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0320.See file dsdata.txt to determine how the superseded data were derived.
 BQ0320
 BQ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP928936(NAD 83)
 BQ0320_MARKER: DB = BENCH MARK DISK
 BQ0320_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0320_SP_SET: ROCK OUTCROP
 BQ0320_STAMPING: J 1098 1977
 BQ0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0320+STABILITY: POSITION/ELEVATION WELL
 BQ0320
 BQ0320  HISTORY     - Date     Condition        Report By
 BQ0320  HISTORY     - 1977     MONUMENTED       NGS
 BQ0320  HISTORY     - 1988     GOOD             USPSQD
 BQ0320  HISTORY     - 1989     GOOD             USPSQD
 BQ0320  HISTORY     - 19961007 GOOD             USPSQD
 BQ0320  HISTORY     - 20030322 GOOD             USPSQD
 BQ0320
 BQ0320                          STATION DESCRIPTION
 BQ0320
 BQ0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0320'14.30 MI NW FROM FORT DAVIS.
 BQ0320'ABOUT 14.30 MILES ALONG STATE HIGHWAY 118 FROM THE COUNTY COURTHOUSE
 BQ0320'AT FORT DAVIS, 70 FT. EAST OF A TRASH CANNISTER, 94 FT. EAST OF
 BQ0320'CURVE INDICATOR SIGNS, 194 FT. EAST OF CENTER LINE OF HIGHWAY,
 BQ0320'16 FT. EAST OF THE RIGHT-OF -WAY FENCE.
 BQ0320
 BQ0320                          STATION RECOVERY (1988)
 BQ0320
 BQ0320'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0320'RECOVERED IN GOOD CONDITION.
 BQ0320
 BQ0320                          STATION RECOVERY (1989)
 BQ0320
 BQ0320'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0320'RECOVERED IN GOOD CONDITION.
 BQ0320
 BQ0320                          STATION RECOVERY (1996)
 BQ0320
 BQ0320'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0320'RECOVERED IN GOOD CONDITION.
 BQ0320
 BQ0320                          STATION RECOVERY (2003)
 BQ0320
 BQ0320'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0121 ***********************************************************************
 AZ0121  DESIGNATION -  J 1099
 AZ0121  PID         -  AZ0121
 AZ0121  STATE/COUNTY-  TX/VAL VERDE
 AZ0121  USGS QUAD   -  DEL RIO SE (1972)
 AZ0121
 AZ0121                         *CURRENT SURVEY CONTROL
 AZ0121  ___________________________________________________________________
 AZ0121* NAD 83(1986)-  29 22 11.     (N)    100 51 44.     (W)     SCALED    
 AZ0121* NAVD 88     -       305.173  (meters)    1001.22   (feet)  ADJUSTED  
 AZ0121  ___________________________________________________________________
 AZ0121  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0121  DYNAMIC HT  -         304.729 (meters)     999.77  (feet)  COMP
 AZ0121  MODELED GRAV-     979,178.9   (mgal)                       NAVD 88
 AZ0121
 AZ0121  VERT ORDER  -  FIRST     CLASS II
 AZ0121
 AZ0121.The horizontal coordinates were scaled from a topographic map and have
 AZ0121.an estimated accuracy of +/- 6 seconds.
 AZ0121
 AZ0121.The orthometric height was determined by differential leveling
 AZ0121.and adjusted by the National Geodetic Survey in June 1991..
 AZ0121
 AZ0121.The geoid height was determined by GEOID03.
 AZ0121
 AZ0121.The dynamic height is computed by dividing the NAVD 88
 AZ0121.geopotential number by the normal gravity value computed on the
 AZ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0121.degrees latitude (g = 980.6199 gals.).
 AZ0121
 AZ0121.The modeled gravity was interpolated from observed gravity values.
 AZ0121
 AZ0121;                    North         East    Units  Estimated Accuracy
 AZ0121;SPC TXSC     - 4,171,710.      419,230.      MT  (+/- 180 meters Scaled)
 AZ0121
 AZ0121                          SUPERSEDED SURVEY CONTROL
 AZ0121
 AZ0121  NGVD 29 (??/??/92)  305.119  (m)         1001.04   (f) ADJ UNCH    1 2
 AZ0121
 AZ0121.Superseded values are not recommended for survey control.
 AZ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0121.See file dsdata.txt to determine how the superseded data were derived.
 AZ0121
 AZ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT192503(NAD 83)
 AZ0121_MARKER: DB = BENCH MARK DISK
 AZ0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0121_SP_SET: ABUTMENT
 AZ0121_STAMPING: J 1099 1957
 AZ0121_MARK LOGO: CGS   
 AZ0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0121
 AZ0121  HISTORY     - Date     Condition        Report By
 AZ0121  HISTORY     - 1957     MONUMENTED       CGS
 AZ0121  HISTORY     - 1982     GOOD             NGS
 AZ0121  HISTORY     - 19980805 GOOD             USPSQD
 AZ0121
 AZ0121                          STATION DESCRIPTION
 AZ0121
 AZ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0121'2.55 MI E FROM DEL RIO.
 AZ0121'ABOUT 2.55 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0121'THE STATION AT DEL RIO, IN THE TOP OF THE NORTH END OF THE WEST
 AZ0121'CONCRETE ABUTMENT OF AN OVERPASS OVER A ASPHALT ROAD, 4.7 FEET NORTH
 AZ0121'OF THE NORTH RAIL AND ABOUT 2 FEET BELOW THE LEVEL OF THE RAIL.
 AZ0121
 AZ0121                          STATION RECOVERY (1982)
 AZ0121
 AZ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0121'A NEW DESCRIPTION FOLLOWS, 2.2 KM (1.4 MI) SOUTH SOUTHEAST ALONG U.S.
 AZ0121'HIGHWAYS 90 AND 277 (AVENUE F STREET) FROM THE CIVIC CENTER IN DEL
 AZ0121'RIO, TO THE JUNCTION OF U.S. HIGHWAY 90 EAST (GIBBS STREET), THENCE
 AZ0121'3.6 KM (2.25 MI) EAST ALONG U.S. HIGHWAY 90, AT AN ASPHALT ROAD
 AZ0121'LEADING SOUTH UNDER A SOUTHERN PACIFIC RAILROAD BRIDGE OVERPASS, THE
 AZ0121'MARK IS SET IN TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF
 AZ0121'THE RAILROAD BRIDGE, 2.4 METERS (8.0 FT) ABOVE THE HIGHWAY, AND
 AZ0121'1.3 METERS (4.7 FT) NORTH OF THE NORTH RAIL OF THE SOUTHERN PACIFIC
 AZ0121'RAILROAD.
 AZ0121'THE MARK IS 0.6 M BELOW THE TOP OF RAIL.
 AZ0121
 AZ0121                          STATION RECOVERY (1998)
 AZ0121
 AZ0121'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0041 ***********************************************************************
 AB0041  DESIGNATION -  J 11
 AB0041  PID         -  AB0041
 AB0041  STATE/COUNTY-  TX/CAMERON
 AB0041  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0041
 AB0041                         *CURRENT SURVEY CONTROL
 AB0041  ___________________________________________________________________
 AB0041* NAD 83(1986)-  25 55 01.     (N)    097 25 00.     (W)     SCALED    
 AB0041* NAVD 88     -         5.725  (meters)      18.78   (feet)  ADJUSTED  
 AB0041  ___________________________________________________________________
 AB0041  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 AB0041  DYNAMIC HT  -           5.716 (meters)      18.75  (feet)  COMP
 AB0041  MODELED GRAV-     979,036.2   (mgal)                       NAVD 88
 AB0041
 AB0041  VERT ORDER  -  SECOND    CLASS 0
 AB0041
 AB0041.The horizontal coordinates were scaled from a topographic map and have
 AB0041.an estimated accuracy of +/- 6 seconds.
 AB0041
 AB0041.The orthometric height was determined by differential leveling
 AB0041.and adjusted by the National Geodetic Survey in June 1991..
 AB0041
 AB0041.The geoid height was determined by GEOID03.
 AB0041
 AB0041.The dynamic height is computed by dividing the NAVD 88
 AB0041.geopotential number by the normal gravity value computed on the
 AB0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0041.degrees latitude (g = 980.6199 gals.).
 AB0041
 AB0041.The modeled gravity was interpolated from observed gravity values.
 AB0041
 AB0041;                    North         East    Units  Estimated Accuracy
 AB0041;SPC TX S     - 5,028,200.      408,540.      MT  (+/- 180 meters Scaled)
 AB0041
 AB0041                          SUPERSEDED SURVEY CONTROL
 AB0041
 AB0041  NGVD 29 (??/??/92)    5.82   (m)           19.1    (f) COMPUTED    2 0
 AB0041
 AB0041.Superseded values are not recommended for survey control.
 AB0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0041.See file dsdata.txt to determine how the superseded data were derived.
 AB0041
 AB0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP585674(NAD 83)
 AB0041_MARKER: DD = SURVEY DISK
 AB0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0041_SP_SET: CULVERT
 AB0041_STAMPING: J 11 19.03
 AB0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0041
 AB0041  HISTORY     - Date     Condition        Report By
 AB0041  HISTORY     - UNK      MONUMENTED
 AB0041  HISTORY     - 1950     GOOD             NGS
 AB0041  HISTORY     - 1963     GOOD             NGS
 AB0041  HISTORY     - 1982     GOOD             NGS
 AB0041  HISTORY     - 1990     GOOD             USPSQD
 AB0041
 AB0041                          STATION DESCRIPTION
 AB0041
 AB0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0041'5.6 MI NE FROM BROWNSVILLE.
 AB0041'TO REACH FROM INTERSECTION OF TEXAS STATE HIGHWAYS NO.4(E 14TH STREET)
 AB0041'AND NO.48 (BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED E. ON HIGHWAY 4
 AB0041'FOR 3.2 MILES TO THE EL JARDIN SCHOOL AND SITE OF BENCH MARK. BENCH
 AB0041'MARK IS SET HORIZONTALLY IN THE CENTER OF THE TOP OF THE N. HEADWALL
 AB0041'OF A SMALL CONCRETE CULVERT, APPROXIMATELY 300 FT. SE. OF THE SCHOOL
 AB0041'BUILDING, 15 FEET N. OF AND APPROXIMATELY THE SAME ELEVATION AS THE
 AB0041'CENTERLINE OF HIGHWAY NO. 4.  CAMERON COUNTY DISK SET IN DRILL HOLE.
 AB0041
 AB0041                          STATION RECOVERY (1963)
 AB0041
 AB0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0041'RECOVERED IN GOOD CONDITION.
 AB0041
 AB0041                          STATION RECOVERY (1982)
 AB0041
 AB0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0041'RECOVERED IN GOOD CONDITION.
 AB0041
 AB0041                          STATION RECOVERY (1990)
 AB0041
 AB0041'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0712 ***********************************************************************
 AY0712  DESIGNATION -  J 11
 AY0712  PID         -  AY0712
 AY0712  STATE/COUNTY-  TX/BEXAR
 AY0712  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0712
 AY0712                         *CURRENT SURVEY CONTROL
 AY0712  ___________________________________________________________________
 AY0712* NAD 83(1986)-  29 29 48.     (N)    098 37 12.     (W)     SCALED    
 AY0712* NAVD 88     -       254.09   (+/-2cm)     833.6    (feet)  VERTCON   
 AY0712  ___________________________________________________________________
 AY0712  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AY0712
 AY0712  VERT ORDER  -  THIRD (See Below)
 AY0712
 AY0712.The horizontal coordinates were scaled from a topographic map and have
 AY0712.an estimated accuracy of +/- 6 seconds.
 AY0712
 AY0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0712.The vertical order pertains to the NGVD 29 superseded value.
 AY0712
 AY0712.The geoid height was determined by GEOID03.
 AY0712
 AY0712;                    North         East    Units  Estimated Accuracy
 AY0712;SPC TXSC     - 4,184,400.      636,840.      MT  (+/- 180 meters Scaled)
 AY0712
 AY0712                          SUPERSEDED SURVEY CONTROL
 AY0712
 AY0712  NGVD 29 (01/29/03)  253.96   (m)          833.2    (f) RESET       3  
 AY0712
 AY0712.Superseded values are not recommended for survey control.
 AY0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0712.See file dsdata.txt to determine how the superseded data were derived.
 AY0712
 AY0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT368630(NAD 83)
 AY0712_MARKER: DD = SURVEY DISK
 AY0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0712_STAMPING: J 11 833.204
 AY0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0712+STABILITY: SURFACE MOTION
 AY0712
 AY0712  HISTORY     - Date     Condition        Report By
 AY0712  HISTORY     - UNK      MONUMENTED       TXHD
 AY0712  HISTORY     - 1970     GOOD             NGS
 AY0712  HISTORY     - 19991013 MARK NOT FOUND   USPSQD
 AY0712
 AY0712                          STATION DESCRIPTION
 AY0712
 AY0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY0712'1.5 MI NW FROM SAN ANTONIO.
 AY0712'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 AY0712'WITH INTERSTATE 410 IN THE NORTHERN PART OF SAN ANTONIO TO SITE OF
 AY0712'BENCH MARK, AT THE NORTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAY 16
 AY0712'AND POSS ROAD, 120 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 10 FEET
 AY0712'SOUTHWEST OF A RIGHT-OF-WAY FLARE CORNER AT THE NORTHWEST LINE OF POSS
 AY0712'ROAD.  BETWEEN TWO 4 X 4 IN. WOODEN WITNESS POSTS AND AT HIGHWAY
 AY0712'STATION 131 + 29.  A TEXAS HIGHWAY DEPARTMENT BRONZE DISK, SET ON TOP
 AY0712'OF AN IRON ROD IN A 21 FEET CONCRETE SHAFT.  THE MARK IS 10 IN. IN
 AY0712'DIAMETER AND FLUSH WITH THE SURFACE OF GROUND.
 AY0712
 AY0712                          STATION RECOVERY (1999)
 AY0712
 AY0712'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0042 ***********************************************************************
 AB0042  DESIGNATION -  J 11 RESET
 AB0042  PID         -  AB0042
 AB0042  STATE/COUNTY-  TX/CAMERON
 AB0042  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0042
 AB0042                         *CURRENT SURVEY CONTROL
 AB0042  ___________________________________________________________________
 AB0042* NAD 83(1986)-  25 55 01.     (N)    097 25 00.     (W)     SCALED    
 AB0042* NAVD 88     -         5.54   (+/-2cm)      18.2    (feet)  VERTCON   
 AB0042  ___________________________________________________________________
 AB0042  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 AB0042
 AB0042  VERT ORDER  -  THIRD (See Below)
 AB0042
 AB0042.The horizontal coordinates were scaled from a topographic map and have
 AB0042.an estimated accuracy of +/- 6 seconds.
 AB0042
 AB0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0042.The vertical order pertains to the NGVD 29 superseded value.
 AB0042
 AB0042.The geoid height was determined by GEOID03.
 AB0042
 AB0042;                    North         East    Units  Estimated Accuracy
 AB0042;SPC TX S     - 5,028,200.      408,540.      MT  (+/- 180 meters Scaled)
 AB0042
 AB0042                          SUPERSEDED SURVEY CONTROL
 AB0042
 AB0042  NGVD 29 (??/??/??)    5.64   (m)           18.5    (f) RESET       3  
 AB0042
 AB0042.Superseded values are not recommended for survey control.
 AB0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0042.See file dsdata.txt to determine how the superseded data were derived.
 AB0042
 AB0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP585674(NAD 83)
 AB0042_MARKER: DD = SURVEY DISK
 AB0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0042_SP_SET: CULVERT
 AB0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0042
 AB0042  HISTORY     - Date     Condition        Report By
 AB0042  HISTORY     - UNK      MONUMENTED
 AB0042  HISTORY     - 1951     GOOD             NGS
 AB0042  HISTORY     - 1990     GOOD             USPSQD
 AB0042
 AB0042                          STATION DESCRIPTION
 AB0042
 AB0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0042'4.2 MI E FROM BROWNSVILLE.
 AB0042'1.0 MILE NORTHEAST AND 3.2 MILES EAST ALONG STATE HIGHWAY 4 FROM THE
 AB0042'INTERSECTION OF SOUTHMOST ROAD AT BROWNSVILLE, CAMERON COUNTY, 0.1
 AB0042'MILE EAST OF THE NORTHEAST CORNER OF RIO GRANDE VALLEY INTERNATION
 AB0042'AIRPORT (FORMERLY BROWNSVILLE AIRPORT), AT EL JARDIN SCHOOL, 300 FEET
 AB0042'SOUTHEAST OF THE SCHOOL BUILDING, AT A SMALL CONCRETE CULVERT, IN THE
 AB0042'CENTER OF THE TOP OF THE NORTH HEADWALL, 15 FEET NORTH OF THE
 AB0042'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  NOTE-- BRASS
 AB0042'TABLET IN NORTH HEADWALL OF 4 FT. X 2 FT. X 46 FT. REINF. CONCRETE
 AB0042'CULVERT, STATION 167+85. MILEPOST 5.4.
 AB0042
 AB0042                          STATION RECOVERY (1990)
 AB0042
 AB0042'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0089 ***********************************************************************
 CE0089  DESIGNATION -  J 110
 CE0089  PID         -  CE0089
 CE0089  STATE/COUNTY-  TX/EL PASO
 CE0089  USGS QUAD   -  FORT BLISS NE (1995)
 CE0089
 CE0089                         *CURRENT SURVEY CONTROL
 CE0089  ___________________________________________________________________
 CE0089* NAD 83(1986)-  31 57 50.     (N)    106 20 49.     (W)     SCALED    
 CE0089* NAVD 88     -      1221.143  (meters)    4006.37   (feet)  ADJUSTED  
 CE0089  ___________________________________________________________________
 CE0089  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0089  DYNAMIC HT  -        1219.285 (meters)    4000.27  (feet)  COMP
 CE0089  MODELED GRAV-     979,075.9   (mgal)                       NAVD 88
 CE0089
 CE0089  VERT ORDER  -  FIRST     CLASS II
 CE0089
 CE0089.The horizontal coordinates were scaled from a topographic map and have
 CE0089.an estimated accuracy of +/- 6 seconds.
 CE0089
 CE0089.The orthometric height was determined by differential leveling
 CE0089.and adjusted by the National Geodetic Survey in June 1991..
 CE0089
 CE0089.The geoid height was determined by GEOID03.
 CE0089
 CE0089.The dynamic height is computed by dividing the NAVD 88
 CE0089.geopotential number by the normal gravity value computed on the
 CE0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0089.degrees latitude (g = 980.6199 gals.).
 CE0089
 CE0089.The modeled gravity was interpolated from observed gravity values.
 CE0089
 CE0089;                    North         East    Units  Estimated Accuracy
 CE0089;SPC TX C     - 3,270,040.      131,800.      MT  (+/- 180 meters Scaled)
 CE0089
 CE0089                          SUPERSEDED SURVEY CONTROL
 CE0089
 CE0089  NGVD 29 (??/??/92) 1220.542  (m)         4004.39   (f) ADJ UNCH    1 2
 CE0089
 CE0089.Superseded values are not recommended for survey control.
 CE0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0089.See file dsdata.txt to determine how the superseded data were derived.
 CE0089
 CE0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR727372(NAD 83)
 CE0089_MARKER: DB = BENCH MARK DISK
 CE0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0089_SP_SET: CONCRETE POST
 CE0089_STAMPING: J 110 1932 4004.395
 CE0089_MARK LOGO: CGS   
 CE0089_PROJECTION: FLUSH
 CE0089_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0089+STABILITY: SURFACE MOTION
 CE0089
 CE0089  HISTORY     - Date     Condition        Report By
 CE0089  HISTORY     - 1932     MONUMENTED       CGS
 CE0089  HISTORY     - 1935     GOOD             NGS
 CE0089  HISTORY     - 1981     GOOD             NGS
 CE0089  HISTORY     - 19920429 GOOD             USGS
 CE0089
 CE0089                          STATION DESCRIPTION
 CE0089
 CE0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 CE0089'3.1 MI S FROM NEWMAN, NM.
 CE0089'4.0 MILES NORTH OF PANCHO OPPOSITE M.P. 1313 AND 45.1 FT. WEST OF THE
 CE0089'CENTER LINE OF THE S.P.R.R. TRACKS.
 CE0089
 CE0089                          STATION RECOVERY (1935)
 CE0089
 CE0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CE0089'RECOVERED IN GOOD CONDITION.
 CE0089
 CE0089                          STATION RECOVERY (1981)
 CE0089
 CE0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0089'4.6 KM (2.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE NEW
 CE0089'MEXICO-TEXAS STATE LINE IN NEWMAN, THENCE 0.3 KM (0.2 MI) SOUTHWEST
 CE0089'ALONG A PAVED ROAD, 13.1 METERS (43.0 FT) NORTHWEST OF THE NEAR RAIL
 CE0089'OF THE SOUTHERN PACIFIC RAILROAD, 9.3 METERS (30.5 FT) SOUTHEAST OF
 CE0089'THE CENTER OF THE ROAD AND 1.8 METERS (6.0 FT) NORTH OF A UTILITY
 CE0089'POLE.
 CE0089'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CE0089'THE MARK IS 0.5 M ABOVE THE ROAD.
 CE0089
 CE0089                          STATION RECOVERY (1992)
 CE0089
 CE0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 CE0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0175 ***********************************************************************
 AZ0175  DESIGNATION -  J 1100 RESET 1965
 AZ0175  PID         -  AZ0175
 AZ0175  STATE/COUNTY-  TX/VAL VERDE
 AZ0175  USGS QUAD   -  DEL RIO NW (1972)
 AZ0175
 AZ0175                         *CURRENT SURVEY CONTROL
 AZ0175  ___________________________________________________________________
 AZ0175* NAD 83(1986)-  29 24 31.     (N)    100 54 14.     (W)     SCALED    
 AZ0175* NAVD 88     -       319.317  (meters)    1047.63   (feet)  ADJUSTED  
 AZ0175  ___________________________________________________________________
 AZ0175  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0175  DYNAMIC HT  -         318.852 (meters)    1046.10  (feet)  COMP
 AZ0175  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AZ0175
 AZ0175  VERT ORDER  -  FIRST     CLASS II
 AZ0175
 AZ0175.The horizontal coordinates were scaled from a topographic map and have
 AZ0175.an estimated accuracy of +/- 6 seconds.
 AZ0175
 AZ0175.The orthometric height was determined by differential leveling
 AZ0175.and adjusted by the National Geodetic Survey in June 1991..
 AZ0175
 AZ0175.The geoid height was determined by GEOID03.
 AZ0175
 AZ0175.The dynamic height is computed by dividing the NAVD 88
 AZ0175.geopotential number by the normal gravity value computed on the
 AZ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0175.degrees latitude (g = 980.6199 gals.).
 AZ0175
 AZ0175.The modeled gravity was interpolated from observed gravity values.
 AZ0175
 AZ0175;                    North         East    Units  Estimated Accuracy
 AZ0175;SPC TXSC     - 4,176,090.      415,260.      MT  (+/- 180 meters Scaled)
 AZ0175
 AZ0175                          SUPERSEDED SURVEY CONTROL
 AZ0175
 AZ0175.No superseded survey control is available for this station.
 AZ0175
 AZ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT152547(NAD 83)
 AZ0175_MARKER: DB = BENCH MARK DISK
 AZ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0175_STAMPING: J 1100 RESET 1965
 AZ0175_MARK LOGO: CGS   
 AZ0175_PROJECTION: PROJECTING 10 CENTIMETERS
 AZ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0175+STABILITY: SURFACE MOTION
 AZ0175
 AZ0175  HISTORY     - Date     Condition        Report By
 AZ0175  HISTORY     - 1965     MONUMENTED       CGS
 AZ0175  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0175  HISTORY     - 1981     GOOD             NGS
 AZ0175  HISTORY     - 19980805 POOR             USPSQD
 AZ0175
 AZ0175                          STATION DESCRIPTION
 AZ0175
 AZ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AZ0175'3.3 MI N FROM DEL RIO.
 AZ0175'ABOUT 3.3 MILES NORTH ALONG U. S. HIGHWAY 277 FROM THE TOP OF OVERPASS
 AZ0175'IN DEL RIO TO SITE OF BENCH MARK, 103 FEET EAST OF THE CENTER LINE OF
 AZ0175'HIGHWAY, 4 FEET NORTHEAST OF A POWER LINE POLE, 2 FEET NORTH OF A
 AZ0175'FENCE CORNER POST, 6 FEET NORTHWEST OF A CHEVRON GAS SIGN POST, ABOUT
 AZ0175'50 YARDS NORTHWEST OF THE B-M-B CAFE, AND 1 FOOT NORTH OF A METAL
 AZ0175'WITNESS POST.  THE BENCH MARK IS AT TEXAS HIGHWAY DEPARTMENT BASE LINE
 AZ0175'STATION 168 + 09.  IT IS SET IN A 12 X 12 IN. CONCRETE POST WHICH
 AZ0175'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND. ELEVATION-
 AZ0175'1047.420 FEET.
 AZ0175
 AZ0175                          STATION RECOVERY (1981)
 AZ0175
 AZ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0175'THERE IS NOW A TRUCK STOP AT THIS LOCATION.
 AZ0175
 AZ0175                          STATION RECOVERY (1981)
 AZ0175
 AZ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0175'IN DEL RIO, AT THE RED TOP INN MOTEL, 3811 HIGHWAY 90 WEST, 31.4
 AZ0175'METERS (103.0 FT) EAST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 AZ0175'HIGHWAY, 9.4 METERS (30.8 FT) WEST OF THE SOUTHWEST CORNER OF THE
 AZ0175'MOTEL, 2.6 METERS (8.5 FT) NORTHWEST OF A SIGN (A.D. THOMAS TRUCK STOP
 AZ0175'AND CAFE) AND 0.6 METER (2.0 FT) EAST-SOUTHEAST OF A UTILITY POLE.
 AZ0175'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AZ0175
 AZ0175                          STATION RECOVERY (1998)
 AZ0175
 AZ0175'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0175'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0479 ***********************************************************************
 CC0479  DESIGNATION -  J 1101
 CC0479  PID         -  CC0479
 CC0479  STATE/COUNTY-  TX/REEVES
 CC0479  USGS QUAD   -  ORLA (1968)
 CC0479
 CC0479                         *CURRENT SURVEY CONTROL
 CC0479  ___________________________________________________________________
 CC0479* NAD 83(1986)-  31 49 28.     (N)    103 52 53.     (W)     SCALED    
 CC0479* NAVD 88     -       860.890  (meters)    2824.44   (feet)  ADJUSTED  
 CC0479  ___________________________________________________________________
 CC0479  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CC0479  DYNAMIC HT  -         859.611 (meters)    2820.24  (feet)  COMP
 CC0479  MODELED GRAV-     979,127.1   (mgal)                       NAVD 88
 CC0479
 CC0479  VERT ORDER  -  FIRST     CLASS II
 CC0479
 CC0479.The horizontal coordinates were scaled from a topographic map and have
 CC0479.an estimated accuracy of +/- 6 seconds.
 CC0479
 CC0479.The orthometric height was determined by differential leveling
 CC0479.and adjusted by the National Geodetic Survey in June 1991..
 CC0479
 CC0479.The geoid height was determined by GEOID03.
 CC0479
 CC0479.The dynamic height is computed by dividing the NAVD 88
 CC0479.geopotential number by the normal gravity value computed on the
 CC0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0479.degrees latitude (g = 980.6199 gals.).
 CC0479
 CC0479.The modeled gravity was interpolated from observed gravity values.
 CC0479
 CC0479;                    North         East    Units  Estimated Accuracy
 CC0479;SPC TX C     - 3,244,570.      364,160.      MT  (+/- 180 meters Scaled)
 CC0479
 CC0479                          SUPERSEDED SURVEY CONTROL
 CC0479
 CC0479  NGVD 29 (??/??/92)  860.429  (m)         2822.92   (f) ADJ UNCH    1 2
 CC0479
 CC0479.Superseded values are not recommended for survey control.
 CC0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0479.See file dsdata.txt to determine how the superseded data were derived.
 CC0479
 CC0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR058215(NAD 83)
 CC0479_MARKER: DB = BENCH MARK DISK
 CC0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0479_STAMPING: J 1101 1957
 CC0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0479+STABILITY: SURFACE MOTION
 CC0479
 CC0479  HISTORY     - Date     Condition        Report By
 CC0479  HISTORY     - 1957     MONUMENTED       CGS
 CC0479
 CC0479                          STATION DESCRIPTION
 CC0479
 CC0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0479'1.2 MI E FROM ORLA.
 CC0479'ABOUT 1.2 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CC0479'CROSSING OF STATE HIGHWAY 652 AT ORLA, 72 1/2 FEET SOUTH OF MILEPOST
 CC0479'232, 103 FEET SOUTH OF THE SOUTH RAIL, 11 FEET NORTH OF A TRAIL ROAD,
 CC0479'3 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 CC0479'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CC0479'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0303 ***********************************************************************
 BP0303  DESIGNATION -  J 1102
 BP0303  PID         -  BP0303
 BP0303  STATE/COUNTY-  TX/BREWSTER
 BP0303  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0303
 BP0303                         *CURRENT SURVEY CONTROL
 BP0303  ___________________________________________________________________
 BP0303* NAD 83(1986)-  30 11 22.     (N)    103 04 18.     (W)     SCALED    
 BP0303* NAVD 88     -      1230.207  (meters)    4036.10   (feet)  ADJUSTED  
 BP0303  ___________________________________________________________________
 BP0303  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BP0303  DYNAMIC HT  -        1228.206 (meters)    4029.54  (feet)  COMP
 BP0303  MODELED GRAV-     978,972.6   (mgal)                       NAVD 88
 BP0303
 BP0303  VERT ORDER  -  FIRST     CLASS II
 BP0303
 BP0303.The horizontal coordinates were scaled from a topographic map and have
 BP0303.an estimated accuracy of +/- 6 seconds.
 BP0303
 BP0303.The orthometric height was determined by differential leveling
 BP0303.and adjusted by the National Geodetic Survey in June 1991..
 BP0303
 BP0303.The geoid height was determined by GEOID03.
 BP0303
 BP0303.The dynamic height is computed by dividing the NAVD 88
 BP0303.geopotential number by the normal gravity value computed on the
 BP0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0303.degrees latitude (g = 980.6199 gals.).
 BP0303
 BP0303.The modeled gravity was interpolated from observed gravity values.
 BP0303
 BP0303;                    North         East    Units  Estimated Accuracy
 BP0303;SPC TXSC     - 4,267,950.      207,980.      MT  (+/- 180 meters Scaled)
 BP0303
 BP0303                          SUPERSEDED SURVEY CONTROL
 BP0303
 BP0303  NGVD 29 (??/??/92) 1229.823  (m)         4034.84   (f) ADJ UNCH    1 2
 BP0303
 BP0303.Superseded values are not recommended for survey control.
 BP0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0303.See file dsdata.txt to determine how the superseded data were derived.
 BP0303
 BP0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP856413(NAD 83)
 BP0303_MARKER: DB = BENCH MARK DISK
 BP0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0303_STAMPING: J 1102 1957
 BP0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0303+STABILITY: SURFACE MOTION
 BP0303
 BP0303  HISTORY     - Date     Condition        Report By
 BP0303  HISTORY     - 1957     MONUMENTED       CGS
 BP0303
 BP0303                          STATION DESCRIPTION
 BP0303
 BP0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0303'11.0 MI SE FROM MARATHON.
 BP0303'ABOUT 11.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0303'FROM THE STATION AT MARATHON, 36 1/2 FEET NORTHWEST OF MILEPOST 565, 3
 BP0303'1/2 FEET SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY FENCE, 2 FEET
 BP0303'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 BP0303'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 11 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0375 ***********************************************************************
 BP0375  DESIGNATION -  J 1103
 BP0375  PID         -  BP0375
 BP0375  STATE/COUNTY-  TX/BREWSTER
 BP0375  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0375
 BP0375                         *CURRENT SURVEY CONTROL
 BP0375  ___________________________________________________________________
 BP0375* NAD 83(1986)-  30 22 15.     (N)    103 31 41.     (W)     SCALED    
 BP0375* NAVD 88     -      1363.875  (meters)    4474.65   (feet)  ADJUSTED  
 BP0375  ___________________________________________________________________
 BP0375  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 BP0375  DYNAMIC HT  -        1361.644 (meters)    4467.33  (feet)  COMP
 BP0375  MODELED GRAV-     978,957.9   (mgal)                       NAVD 88
 BP0375
 BP0375  VERT ORDER  -  FIRST     CLASS II
 BP0375
 BP0375.The horizontal coordinates were scaled from a topographic map and have
 BP0375.an estimated accuracy of +/- 6 seconds.
 BP0375
 BP0375.The orthometric height was determined by differential leveling
 BP0375.and adjusted by the National Geodetic Survey in June 1991..
 BP0375
 BP0375.The geoid height was determined by GEOID03.
 BP0375
 BP0375.The dynamic height is computed by dividing the NAVD 88
 BP0375.geopotential number by the normal gravity value computed on the
 BP0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0375.degrees latitude (g = 980.6199 gals.).
 BP0375
 BP0375.The modeled gravity was interpolated from observed gravity values.
 BP0375
 BP0375;                    North         East    Units  Estimated Accuracy
 BP0375;SPC TXSC     - 4,289,660.      164,840.      MT  (+/- 180 meters Scaled)
 BP0375
 BP0375                          SUPERSEDED SURVEY CONTROL
 BP0375
 BP0375  NGVD 29 (??/??/92) 1363.408  (m)         4473.11   (f) ADJ UNCH    1 2
 BP0375
 BP0375.Superseded values are not recommended for survey control.
 BP0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0375.See file dsdata.txt to determine how the superseded data were derived.
 BP0375
 BP0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP414607(NAD 83)
 BP0375_MARKER: DB = BENCH MARK DISK
 BP0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0375_STAMPING: J 1103 1957
 BP0375_MARK LOGO: CGS   
 BP0375_PROJECTION: PROJECTING 15 CENTIMETERS
 BP0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0375+STABILITY: SURFACE MOTION
 BP0375
 BP0375  HISTORY     - Date     Condition        Report By
 BP0375  HISTORY     - 1957     MONUMENTED       CGS
 BP0375  HISTORY     - 1981     GOOD             NGS
 BP0375
 BP0375                          STATION DESCRIPTION
 BP0375
 BP0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0375'9.2 MI NE FROM ALPINE.
 BP0375'ABOUT 9.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0375'FROM THE STATION AT ALPINE, 92 FEET NORTHEAST OF AND ACROSS THE TRACK
 BP0375'FROM MILEPOST 598, 44 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 15
 BP0375'FEET NORTHEAST OF A POLE, 3 FEET SOUTHWEST OF THE NORTHEAST RIGHT OF
 BP0375'WAY FENCE, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BP0375'1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0375'PROJECTING 8 INCHES.
 BP0375
 BP0375                          STATION RECOVERY (1981)
 BP0375
 BP0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0375'5.1 KM (3.15 MI) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 BP0375'THE RAILROAD STATION IN ALPINE, THENCE 9.3 KM (5.8 MI) EASTERLY ALONG
 BP0375'U.S. HIGHWAY 90, 134.7 METERS (441.9 FT) SOUTHWEST OF THE CENTERLINE
 BP0375'OF THE HIGHWAY, 28.0 METERS (91.9 FT) NORTHEAST OF RAILROAD MILEPOST
 BP0375'598, 13.6 METERS (44.6 FT) NORTHEAST OF THE NEAR RAIL AND 0.9 METER
 BP0375'(3.0 FT) SOUTHWEST OF A FENCE.
 BP0375'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 BP0375'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0111 ***********************************************************************
 BQ0111  DESIGNATION -  J 1104
 BQ0111  PID         -  BQ0111
 BQ0111  STATE/COUNTY-  TX/PRESIDIO
 BQ0111  USGS QUAD   -  ARAGON (1983)
 BQ0111
 BQ0111                         *CURRENT SURVEY CONTROL
 BQ0111  ___________________________________________________________________
 BQ0111* NAD 83(1986)-  30 20 44.     (N)    104 07 46.     (W)     SCALED    
 BQ0111* NAVD 88     -      1488.440  (meters)    4883.32   (feet)  ADJUSTED  
 BQ0111  ___________________________________________________________________
 BQ0111  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BQ0111  DYNAMIC HT  -        1485.942 (meters)    4875.13  (feet)  COMP
 BQ0111  MODELED GRAV-     978,911.0   (mgal)                       NAVD 88
 BQ0111
 BQ0111  VERT ORDER  -  FIRST     CLASS II
 BQ0111
 BQ0111.The horizontal coordinates were scaled from a topographic map and have
 BQ0111.an estimated accuracy of +/- 6 seconds.
 BQ0111
 BQ0111.The orthometric height was determined by differential leveling
 BQ0111.and adjusted by the National Geodetic Survey in June 1991..
 BQ0111
 BQ0111.The geoid height was determined by GEOID03.
 BQ0111
 BQ0111.The dynamic height is computed by dividing the NAVD 88
 BQ0111.geopotential number by the normal gravity value computed on the
 BQ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0111.degrees latitude (g = 980.6199 gals.).
 BQ0111
 BQ0111.The modeled gravity was interpolated from observed gravity values.
 BQ0111
 BQ0111;                    North         East    Units  Estimated Accuracy
 BQ0111;SPC TXSC     - 4,289,250.      106,950.      MT  (+/- 180 meters Scaled)
 BQ0111
 BQ0111                          SUPERSEDED SURVEY CONTROL
 BQ0111
 BQ0111  NGVD 29 (??/??/92) 1487.822  (m)         4881.30   (f) ADJ UNCH    1 2
 BQ0111
 BQ0111.Superseded values are not recommended for survey control.
 BQ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0111.See file dsdata.txt to determine how the superseded data were derived.
 BQ0111
 BQ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP836573(NAD 83)
 BQ0111_MARKER: DB = BENCH MARK DISK
 BQ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0111_STAMPING: J 1104 1957
 BQ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0111+STABILITY: SURFACE MOTION
 BQ0111
 BQ0111  HISTORY     - Date     Condition        Report By
 BQ0111  HISTORY     - 1957     MONUMENTED       CGS
 BQ0111  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0111
 BQ0111                          STATION DESCRIPTION
 BQ0111
 BQ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0111'7.3 MI NW FROM MARFA.
 BQ0111'ABOUT 7.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0111'FROM THE STATION AT MARFA, 13 FEET SOUTHEAST OF MILEPOST 640, 41 1/2
 BQ0111'FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN LINE WITH A ROW OF TELEPHONE
 BQ0111'POLES, 7 FEET NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 BQ0111'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 BQ0111'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BQ0111
 BQ0111                          STATION RECOVERY (1996)
 BQ0111
 BQ0111'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0124 ***********************************************************************
 BP0124  DESIGNATION -  J 1105
 BP0124  PID         -  BP0124
 BP0124  STATE/COUNTY-  TX/BREWSTER
 BP0124  USGS QUAD   -  TESNUS SE (1968)
 BP0124
 BP0124                         *CURRENT SURVEY CONTROL
 BP0124  ___________________________________________________________________
 BP0124* NAD 83(1986)-  30 05 16.     (N)    102 48 25.     (W)     SCALED    
 BP0124* NAVD 88     -      1074.929  (meters)    3526.66   (feet)  ADJUSTED  
 BP0124  ___________________________________________________________________
 BP0124  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 BP0124  DYNAMIC HT  -        1073.215 (meters)    3521.04  (feet)  COMP
 BP0124  MODELED GRAV-     979,010.7   (mgal)                       NAVD 88
 BP0124
 BP0124  VERT ORDER  -  FIRST     CLASS II
 BP0124
 BP0124.The horizontal coordinates were scaled from a topographic map and have
 BP0124.an estimated accuracy of +/- 6 seconds.
 BP0124
 BP0124.The orthometric height was determined by differential leveling
 BP0124.and adjusted by the National Geodetic Survey in June 1991..
 BP0124
 BP0124.The geoid height was determined by GEOID03.
 BP0124
 BP0124.The dynamic height is computed by dividing the NAVD 88
 BP0124.geopotential number by the normal gravity value computed on the
 BP0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0124.degrees latitude (g = 980.6199 gals.).
 BP0124
 BP0124.The modeled gravity was interpolated from observed gravity values.
 BP0124
 BP0124;                    North         East    Units  Estimated Accuracy
 BP0124;SPC TXSC     - 4,255,830.      233,090.      MT  (+/- 180 meters Scaled)
 BP0124
 BP0124                          SUPERSEDED SURVEY CONTROL
 BP0124
 BP0124  NGVD 29 (??/??/92) 1074.612  (m)         3525.62   (f) ADJ UNCH    1 2
 BP0124
 BP0124.Superseded values are not recommended for survey control.
 BP0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0124.See file dsdata.txt to determine how the superseded data were derived.
 BP0124
 BP0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP113305(NAD 83)
 BP0124_MARKER: DB = BENCH MARK DISK
 BP0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0124_STAMPING: J 1105 1957
 BP0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0124+STABILITY: SURFACE MOTION
 BP0124
 BP0124  HISTORY     - Date     Condition        Report By
 BP0124  HISTORY     - 1957     MONUMENTED       CGS
 BP0124
 BP0124                          STATION DESCRIPTION
 BP0124
 BP0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0124'11.85 MI SW FROM LONGFELLOW.
 BP0124'ABOUT 11.85 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0124'FROM THE SECTION FOREMANS HOUSE AT LONGFELLOW, 11 FEET EAST-NORTHEAST
 BP0124'OF MILEPOST 544, 43 FEET SOUTH-SOUTHEAST OF THE NEAR RAIL, AT THE
 BP0124'WEST-SOUTHWEST END OF A CUT, 17 FEET NORTH-NORTHWEST OF THE CENTER
 BP0124'LINE OF A TRACK ROAD, 5 FEET NORTH OF A FENCE, 4 FEET NORTHWEST OF A
 BP0124'WHITE WOODEN WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK,
 BP0124'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0048 ***********************************************************************
 BP0048  DESIGNATION -  J 1106
 BP0048  PID         -  BP0048
 BP0048  STATE/COUNTY-  TX/TERRELL
 BP0048  USGS QUAD   -  HAGLER CANYON (1969)
 BP0048
 BP0048                         *CURRENT SURVEY CONTROL
 BP0048  ___________________________________________________________________
 BP0048* NAD 83(1986)-  30 07 01.     (N)    102 23 26.     (W)     SCALED    
 BP0048* NAVD 88     -       826.305  (meters)    2710.97   (feet)  ADJUSTED  
 BP0048  ___________________________________________________________________
 BP0048  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BP0048  DYNAMIC HT  -         825.037 (meters)    2706.81  (feet)  COMP
 BP0048  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 BP0048
 BP0048  VERT ORDER  -  FIRST     CLASS II
 BP0048
 BP0048.The horizontal coordinates were scaled from a topographic map and have
 BP0048.an estimated accuracy of +/- 6 seconds.
 BP0048
 BP0048.The orthometric height was determined by differential leveling
 BP0048.and adjusted by the National Geodetic Survey in June 1991..
 BP0048
 BP0048.The geoid height was determined by GEOID03.
 BP0048
 BP0048.The dynamic height is computed by dividing the NAVD 88
 BP0048.geopotential number by the normal gravity value computed on the
 BP0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0048.degrees latitude (g = 980.6199 gals.).
 BP0048
 BP0048.The modeled gravity was interpolated from observed gravity values.
 BP0048
 BP0048;                    North         East    Units  Estimated Accuracy
 BP0048;SPC TXSC     - 4,257,830.      273,300.      MT  (+/- 180 meters Scaled)
 BP0048
 BP0048                          SUPERSEDED SURVEY CONTROL
 BP0048
 BP0048  NGVD 29 (??/??/92)  826.045  (m)         2710.12   (f) ADJ UNCH    1 2
 BP0048
 BP0048.Superseded values are not recommended for survey control.
 BP0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0048.See file dsdata.txt to determine how the superseded data were derived.
 BP0048
 BP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP514346(NAD 83)
 BP0048_MARKER: DB = BENCH MARK DISK
 BP0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0048_STAMPING: J 1106 1957
 BP0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0048+STABILITY: SURFACE MOTION
 BP0048
 BP0048  HISTORY     - Date     Condition        Report By
 BP0048  HISTORY     - 1957     MONUMENTED       CGS
 BP0048
 BP0048                          STATION DESCRIPTION
 BP0048
 BP0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0048'2.0 MI SE FROM SANDERSON.
 BP0048'ABOUT 2.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0048'FROM THE STATION AT SANDERSON, 90 FEET NORTHEAST OF THE 3RD POLE
 BP0048'SOUTHEAST OF MILEPOST 505, 49 1/2 FEET NORTHEAST OF THE NORTHEAST
 BP0048'RAIL, ABOUT 0.2 MILE NORTHWEST OF THE CROSSING OF OLD U. S. HIGHWAY
 BP0048'90, ON THE CREST OF A KNOLL AND BETWEEN TWO WASHES, 24 FEET SOUTHEAST
 BP0048'OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A FENCE, 2 1/2 FEET NORTHWEST
 BP0048'OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 BP0048'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0085 ***********************************************************************
 BP0085  DESIGNATION -  J 1107
 BP0085  PID         -  BP0085
 BP0085  STATE/COUNTY-  TX/TERRELL
 BP0085  USGS QUAD   -  DRYDEN (1968)
 BP0085
 BP0085                         *CURRENT SURVEY CONTROL
 BP0085  ___________________________________________________________________
 BP0085* NAD 83(1986)-  30 03 21.     (N)    102 02 28.     (W)     SCALED    
 BP0085* NAVD 88     -       597.097  (meters)    1958.98   (feet)  ADJUSTED  
 BP0085  ___________________________________________________________________
 BP0085  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BP0085  DYNAMIC HT  -         596.199 (meters)    1956.03  (feet)  COMP
 BP0085  MODELED GRAV-     979,120.4   (mgal)                       NAVD 88
 BP0085
 BP0085  VERT ORDER  -  FIRST     CLASS II
 BP0085
 BP0085.The horizontal coordinates were scaled from a topographic map and have
 BP0085.an estimated accuracy of +/- 6 seconds.
 BP0085
 BP0085.The orthometric height was determined by differential leveling
 BP0085.and adjusted by the National Geodetic Survey in June 1991..
 BP0085
 BP0085.The geoid height was determined by GEOID03.
 BP0085
 BP0085.The dynamic height is computed by dividing the NAVD 88
 BP0085.geopotential number by the normal gravity value computed on the
 BP0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0085.degrees latitude (g = 980.6199 gals.).
 BP0085
 BP0085.The modeled gravity was interpolated from observed gravity values.
 BP0085
 BP0085;                    North         East    Units  Estimated Accuracy
 BP0085;SPC TXSC     - 4,250,130.      306,790.      MT  (+/- 180 meters Scaled)
 BP0085
 BP0085                          SUPERSEDED SURVEY CONTROL
 BP0085
 BP0085  NGVD 29 (??/??/92)  596.908  (m)         1958.36   (f) ADJ UNCH    1 2
 BP0085
 BP0085.Superseded values are not recommended for survey control.
 BP0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0085.See file dsdata.txt to determine how the superseded data were derived.
 BP0085
 BP0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP852286(NAD 83)
 BP0085_MARKER: DB = BENCH MARK DISK
 BP0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0085_SP_SET: ABUTMENT
 BP0085_STAMPING: J 1107 1957
 BP0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0085
 BP0085  HISTORY     - Date     Condition        Report By
 BP0085  HISTORY     - 1957     MONUMENTED       CGS
 BP0085  HISTORY     - 1958     GOOD             NGS
 BP0085
 BP0085                          STATION DESCRIPTION
 BP0085
 BP0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0085'4.7 MI E FROM DRYDEN.
 BP0085'ABOUT 4.7 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0085'STATION AT DRYDEN, 69 FEET WEST OF THE 14TH POLE EAST OF MILEPOST 481,
 BP0085'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A DOUBLE
 BP0085'CHANNEL BRIDGE NUMBER 480.46, 5 1/2 FEET SOUTH OF THE SOUTH RAIL, AT
 BP0085'THE CROSSING OF A TELEPHONE LINE, AND ABOUT 2 FEET BELOW THE LEVEL OF
 BP0085'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0600 ***********************************************************************
 CD0600  DESIGNATION -  J 1108
 CD0600  PID         -  CD0600
 CD0600  STATE/COUNTY-  TX/HUDSPETH
 CD0600  USGS QUAD   -  ALLAMOORE (1964)
 CD0600
 CD0600                         *CURRENT SURVEY CONTROL
 CD0600  ___________________________________________________________________
 CD0600* NAD 83(1986)-  31 00 42.     (N)    105 01 17.     (W)     SCALED    
 CD0600* NAVD 88     -      1306.752  (meters)    4287.24   (feet)  ADJUSTED  
 CD0600  ___________________________________________________________________
 CD0600  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CD0600  DYNAMIC HT  -        1304.659 (meters)    4280.37  (feet)  COMP
 CD0600  MODELED GRAV-     978,993.7   (mgal)                       NAVD 88
 CD0600
 CD0600  VERT ORDER  -  FIRST     CLASS II
 CD0600
 CD0600.The horizontal coordinates were scaled from a topographic map and have
 CD0600.an estimated accuracy of +/- 6 seconds.
 CD0600
 CD0600.The orthometric height was determined by differential leveling
 CD0600.and adjusted by the National Geodetic Survey in June 1991..
 CD0600
 CD0600.The geoid height was determined by GEOID03.
 CD0600
 CD0600.The dynamic height is computed by dividing the NAVD 88
 CD0600.geopotential number by the normal gravity value computed on the
 CD0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0600.degrees latitude (g = 980.6199 gals.).
 CD0600
 CD0600.The modeled gravity was interpolated from observed gravity values.
 CD0600
 CD0600;                    North         East    Units  Estimated Accuracy
 CD0600;SPC TX C     - 3,158,530.      252,510.      MT  (+/- 180 meters Scaled)
 CD0600
 CD0600                          SUPERSEDED SURVEY CONTROL
 CD0600
 CD0600  NGVD 29 (??/??/92) 1306.190  (m)         4285.39   (f) ADJ UNCH    1 2
 CD0600
 CD0600.Superseded values are not recommended for survey control.
 CD0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0600.See file dsdata.txt to determine how the superseded data were derived.
 CD0600
 CD0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ979308(NAD 83)
 CD0600_MARKER: DB = BENCH MARK DISK
 CD0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0600_STAMPING: J 1108 1957
 CD0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0600+STABILITY: SURFACE MOTION
 CD0600
 CD0600  HISTORY     - Date     Condition        Report By
 CD0600  HISTORY     - 1957     MONUMENTED       CGS
 CD0600
 CD0600                          STATION DESCRIPTION
 CD0600
 CD0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0600'0.3 MI NW FROM HOT WELLS.
 CD0600'ABOUT 0.3 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 CD0600'THE COUNTY ROAD CROSSING AT HOT WELLS, 137 FEET NORTH-NORTHEAST OF AND
 CD0600'ACROSS THE TRACK FROM MILEPOST 714, 94 FEET NORTH-NORTHEAST OF THE
 CD0600'NEAR RAIL OF THE MAIN TRACK, 25 FEET NORTH-NORTHEAST OF THE SOUTHEAST
 CD0600'CORNER OF A BOARD STOCK PEN, 3 FEET SOUTHWEST OF A FENCE, 2 FEET WEST
 CD0600'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET LOWER THAN THE LEVEL OF
 CD0600'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0256 ***********************************************************************
 BQ0256  DESIGNATION -  J 1109
 BQ0256  PID         -  BQ0256
 BQ0256  STATE/COUNTY-  TX/CULBERSON
 BQ0256  USGS QUAD   -  CHISPA MOUNTAIN (1972)
 BQ0256
 BQ0256                         *CURRENT SURVEY CONTROL
 BQ0256  ___________________________________________________________________
 BQ0256* NAD 83(1986)-  30 46 29.     (N)    104 43 46.     (W)     SCALED    
 BQ0256* NAVD 88     -      1240.012  (meters)    4068.27   (feet)  ADJUSTED  
 BQ0256  ___________________________________________________________________
 BQ0256  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 BQ0256  DYNAMIC HT  -        1238.027 (meters)    4061.76  (feet)  COMP
 BQ0256  MODELED GRAV-     978,997.3   (mgal)                       NAVD 88
 BQ0256
 BQ0256  VERT ORDER  -  FIRST     CLASS II
 BQ0256
 BQ0256.The horizontal coordinates were scaled from a topographic map and have
 BQ0256.an estimated accuracy of +/- 6 seconds.
 BQ0256
 BQ0256.The orthometric height was determined by differential leveling
 BQ0256.and adjusted by the National Geodetic Survey in June 1991..
 BQ0256
 BQ0256.The geoid height was determined by GEOID03.
 BQ0256
 BQ0256.The dynamic height is computed by dividing the NAVD 88
 BQ0256.geopotential number by the normal gravity value computed on the
 BQ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0256.degrees latitude (g = 980.6199 gals.).
 BQ0256
 BQ0256.The modeled gravity was interpolated from observed gravity values.
 BQ0256
 BQ0256;                    North         East    Units  Estimated Accuracy
 BQ0256;SPC TX C     - 3,131,150.      279,330.      MT  (+/- 180 meters Scaled)
 BQ0256
 BQ0256                          SUPERSEDED SURVEY CONTROL
 BQ0256
 BQ0256  NGVD 29 (??/??/92) 1239.479  (m)         4066.52   (f) ADJ UNCH    1 2
 BQ0256
 BQ0256.Superseded values are not recommended for survey control.
 BQ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0256.See file dsdata.txt to determine how the superseded data were derived.
 BQ0256
 BQ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ258046(NAD 83)
 BQ0256_MARKER: DB = BENCH MARK DISK
 BQ0256_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0256_SP_SET: 30 FEET
 BQ0256_STAMPING: J 1109 1957
 BQ0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0256
 BQ0256  HISTORY     - Date     Condition        Report By
 BQ0256  HISTORY     - 1957     MONUMENTED       CGS
 BQ0256  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0256
 BQ0256                          STATION DESCRIPTION
 BQ0256
 BQ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0256'8.6 MI SE FROM LOBO.
 BQ0256'ABOUT 8.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0256'FROM THE COUNTY ROAD CROSSING AT LOBO, 6 1/2 FEET SOUTHWEST OF
 BQ0256'MILEPOST 687, 49 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 RAILS
 BQ0256'SOUTHEAST OF A WOODEN TRESTLE, 110 FEET NORTHEAST OF THE CENTER LINE
 BQ0256'OF U. S. HIGHWAY 90, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 BQ0256'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 BQ0256'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 30 FEET AND
 BQ0256'IS ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
 BQ0256
 BQ0256                          STATION RECOVERY (1981)
 BQ0256
 BQ0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0256'NOTE=THE ROD WAS FOUND, THE DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0271 ***********************************************************************
 BQ0271  DESIGNATION -  J 1110
 BQ0271  PID         -  BQ0271
 BQ0271  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0271  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0271
 BQ0271                         *CURRENT SURVEY CONTROL
 BQ0271  ___________________________________________________________________
 BQ0271* NAD 83(1986)-  30 40 30.     (N)    104 36 30.     (W)     SCALED    
 BQ0271* NAVD 88     -      1280.075  (meters)    4199.71   (feet)  ADJUSTED  
 BQ0271  ___________________________________________________________________
 BQ0271  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 BQ0271  DYNAMIC HT  -        1277.999 (meters)    4192.90  (feet)  COMP
 BQ0271  MODELED GRAV-     978,975.5   (mgal)                       NAVD 88
 BQ0271
 BQ0271  VERT ORDER  -  FIRST     CLASS II
 BQ0271
 BQ0271.The horizontal coordinates were scaled from a topographic map and have
 BQ0271.an estimated accuracy of +/- 6 seconds.
 BQ0271
 BQ0271.The orthometric height was determined by differential leveling
 BQ0271.and adjusted by the National Geodetic Survey in June 1991..
 BQ0271
 BQ0271.The geoid height was determined by GEOID03.
 BQ0271
 BQ0271.The dynamic height is computed by dividing the NAVD 88
 BQ0271.geopotential number by the normal gravity value computed on the
 BQ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0271.degrees latitude (g = 980.6199 gals.).
 BQ0271
 BQ0271.The modeled gravity was interpolated from observed gravity values.
 BQ0271
 BQ0271;                    North         East    Units  Estimated Accuracy
 BQ0271;SPC TX C     - 3,119,650.      290,480.      MT  (+/- 180 meters Scaled)
 BQ0271
 BQ0271                          SUPERSEDED SURVEY CONTROL
 BQ0271
 BQ0271  NGVD 29 (??/??/92) 1279.508  (m)         4197.85   (f) ADJ UNCH    1 2
 BQ0271
 BQ0271.Superseded values are not recommended for survey control.
 BQ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0271.See file dsdata.txt to determine how the superseded data were derived.
 BQ0271
 BQ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP375936(NAD 83)
 BQ0271_MARKER: DB = BENCH MARK DISK
 BQ0271_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0271_SP_SET: 24 FEET
 BQ0271_STAMPING: J 1110 1957
 BQ0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0271
 BQ0271  HISTORY     - Date     Condition        Report By
 BQ0271  HISTORY     - 1957     MONUMENTED       CGS
 BQ0271  HISTORY     - 1974     POOR             USGS
 BQ0271  HISTORY     - 1981     MARK NOT FOUND   NGS
 BQ0271  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0271
 BQ0271                          STATION DESCRIPTION
 BQ0271
 BQ0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0271'9.2 MI NW FROM VALENTINE.
 BQ0271'ABOUT 9.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0271'FROM THE STATION AT VALENTINE, 7 1/2 FEET SOUTHWEST OF MILEPOST 677,
 BQ0271'50 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 108 FEET NORTHEAST OF THE
 BQ0271'CENTER LINE OF U. S. HIGHWAY 90, 2 FEET NORTHWEST OF A WHITE WOODEN
 BQ0271'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 BQ0271'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 24
 BQ0271'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 BQ0271
 BQ0271                          STATION RECOVERY (1974)
 BQ0271
 BQ0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BQ0271'MARK RECOVERED IN POOR CONDITION.
 BQ0271
 BQ0271                          STATION RECOVERY (1981)
 BQ0271
 BQ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0271'NOTE=THE ROD WAS FOUND, THE DISK WAS NOT RECLAIMED.
 BQ0271
 BQ0271                          STATION RECOVERY (1996)
 BQ0271
 BQ0271'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0236 ***********************************************************************
 AZ0236  DESIGNATION -  J 1111
 AZ0236  PID         -  AZ0236
 AZ0236  STATE/COUNTY-  TX/VAL VERDE
 AZ0236  USGS QUAD   -  SHUMLA (1973)
 AZ0236
 AZ0236                         *CURRENT SURVEY CONTROL
 AZ0236  ___________________________________________________________________
 AZ0236* NAD 83(1986)-  29 47 08.     (N)    101 25 33.     (W)     SCALED    
 AZ0236* NAVD 88     -       427.431  (meters)    1402.33   (feet)  ADJUSTED  
 AZ0236  ___________________________________________________________________
 AZ0236  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AZ0236  DYNAMIC HT  -         426.809 (meters)    1400.29  (feet)  COMP
 AZ0236  MODELED GRAV-     979,175.9   (mgal)                       NAVD 88
 AZ0236
 AZ0236  VERT ORDER  -  FIRST     CLASS II
 AZ0236
 AZ0236.The horizontal coordinates were scaled from a topographic map and have
 AZ0236.an estimated accuracy of +/- 6 seconds.
 AZ0236
 AZ0236.The orthometric height was determined by differential leveling
 AZ0236.and adjusted by the National Geodetic Survey in June 1991..
 AZ0236
 AZ0236.The geoid height was determined by GEOID03.
 AZ0236
 AZ0236.The dynamic height is computed by dividing the NAVD 88
 AZ0236.geopotential number by the normal gravity value computed on the
 AZ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0236.degrees latitude (g = 980.6199 gals.).
 AZ0236
 AZ0236.The modeled gravity was interpolated from observed gravity values.
 AZ0236
 AZ0236;                    North         East    Units  Estimated Accuracy
 AZ0236;SPC TXSC     - 4,218,790.      365,480.      MT  (+/- 180 meters Scaled)
 AZ0236
 AZ0236                          SUPERSEDED SURVEY CONTROL
 AZ0236
 AZ0236  NGVD 29 (??/??/92)  427.310  (m)         1401.93   (f) ADJ UNCH    1 2
 AZ0236
 AZ0236.Superseded values are not recommended for survey control.
 AZ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0236.See file dsdata.txt to determine how the superseded data were derived.
 AZ0236
 AZ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT654974(NAD 83)
 AZ0236_MARKER: DB = BENCH MARK DISK
 AZ0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0236_SP_SET: CULVERT
 AZ0236_STAMPING: J 1111 1957
 AZ0236_MARK LOGO: CGS   
 AZ0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0236
 AZ0236  HISTORY     - Date     Condition        Report By
 AZ0236  HISTORY     - 1957     MONUMENTED       CGS
 AZ0236  HISTORY     - 1958     GOOD             NGS
 AZ0236  HISTORY     - 1981     GOOD             NGS
 AZ0236  HISTORY     - 20010607 MARK NOT FOUND   USPSQD
 AZ0236
 AZ0236                          STATION DESCRIPTION
 AZ0236
 AZ0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0236'10.0 MI E FROM LANGTRY.
 AZ0236'ABOUT 10.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0236'THE STATION AT LANGTRY, 4 1/2 POLES EAST OF MILEPOST 433, IN THE TOP
 AZ0236'OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A 3X4-FOOT CULVERT,
 AZ0236'12 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF
 AZ0236'THE TRACK.
 AZ0236
 AZ0236                          STATION RECOVERY (1981)
 AZ0236
 AZ0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0236'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0236'OFFICE IN LANGTRY, THENCE 14.9 KM (9.25 MI) EASTERLY ALONG U.S.
 AZ0236'HIGHWAY 90, 0.2 KM (0.1 MI) EAST OF RAILROAD MILEPOST 433, IN THE EAST
 AZ0236'END OF THE NORTH HEADWALL OF A CONCRETE BOX CULVERT UNDER THE SOUTHERN
 AZ0236'PACIFIC RAILROAD, 30.5 METERS (100.1 FT) NORTH OF THE CENTERLINE OF
 AZ0236'THE HIGHWAY AND 3.7 METERS (12.1 FT) NORTH OF THE NEAR RAIL.
 AZ0236'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 AZ0236
 AZ0236                          STATION RECOVERY (2001)
 AZ0236
 AZ0236'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0236'REPORTED DESTROYED - NEW CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0281 ***********************************************************************
 AZ0281  DESIGNATION -  J 1112
 AZ0281  PID         -  AZ0281
 AZ0281  STATE/COUNTY-  TX/VAL VERDE
 AZ0281  USGS QUAD   -  AMISTAD DAM (1972)
 AZ0281
 AZ0281                         *CURRENT SURVEY CONTROL
 AZ0281  ___________________________________________________________________
 AZ0281* NAD 83(1986)-  29 29 21.     (N)    101 02 22.     (W)     SCALED    
 AZ0281* NAVD 88     -       301.947  (meters)     990.64   (feet)  POSTED    
 AZ0281  ___________________________________________________________________
 AZ0281  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0281  DYNAMIC HT  -         301.510 (meters)     989.20  (feet)  COMP
 AZ0281  MODELED GRAV-     979,178.4   (mgal)                       NAVD 88
 AZ0281
 AZ0281  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0281
 AZ0281.The horizontal coordinates were scaled from a topographic map and have
 AZ0281.an estimated accuracy of +/- 6 seconds.
 AZ0281
 AZ0281.The orthometric height was determined by differential leveling
 AZ0281.and adjusted by the National Geodetic Survey in 1992..
 AZ0281.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0281.rate of 0.0 thru 1.0 mm/km.
 AZ0281
 AZ0281.The geoid height was determined by GEOID03.
 AZ0281
 AZ0281.The dynamic height is computed by dividing the NAVD 88
 AZ0281.geopotential number by the normal gravity value computed on the
 AZ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0281.degrees latitude (g = 980.6199 gals.).
 AZ0281
 AZ0281.The modeled gravity was interpolated from observed gravity values.
 AZ0281
 AZ0281;                    North         East    Units  Estimated Accuracy
 AZ0281;SPC TXSC     - 4,185,230.      402,260.      MT  (+/- 180 meters Scaled)
 AZ0281
 AZ0281                          SUPERSEDED SURVEY CONTROL
 AZ0281
 AZ0281  NGVD 29 (??/??/92)  301.877  (m)          990.41   (f) ADJ UNCH    1 2
 AZ0281
 AZ0281.Superseded values are not recommended for survey control.
 AZ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0281.See file dsdata.txt to determine how the superseded data were derived.
 AZ0281
 AZ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT022639(NAD 83)
 AZ0281_MARKER: DB = BENCH MARK DISK
 AZ0281_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0281_SP_SET: ROCK
 AZ0281_STAMPING: J 1112 1957
 AZ0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0281+STABILITY: POSITION/ELEVATION WELL
 AZ0281
 AZ0281  HISTORY     - Date     Condition        Report By
 AZ0281  HISTORY     - 1957     MONUMENTED       CGS
 AZ0281  HISTORY     - 1958     GOOD             NGS
 AZ0281  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0281  HISTORY     - 1981     MARK NOT FOUND   NGS
 AZ0281
 AZ0281                          STATION DESCRIPTION
 AZ0281
 AZ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0281'16.4 MI NW FROM DEL RIO.
 AZ0281'ABOUT 16.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0281'FROM THE STATION AT DEL RIO, 26 FEET SOUTHWEST OF MILEPOST 395, IN THE
 AZ0281'TOP OF A ROCK AT THE FOOT OF THE NORTHEAST POINT OF A ROCK HILL, 32
 AZ0281'FEET WEST-NORTHWEST OF THE NEAR RAIL, 10 POLES NORTH-NORTHEAST OF THE
 AZ0281'NEAR END OF A BRIDGE OVER DEVILS RIVER, 38 FEET EAST-SOUTHEAST OF A
 AZ0281'TELEPHONE POLE, 12 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AZ0281'SECTION CAR SETOFF, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 AZ0281'NOTE-- AREA UNDER WATER.
 AZ0281
 AZ0281                          STATION RECOVERY (1972)
 AZ0281
 AZ0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0281'MARK NOT FOUND.
 AZ0281
 AZ0281                          STATION RECOVERY (1981)
 AZ0281
 AZ0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0281'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0338 ***********************************************************************
 AZ0338  DESIGNATION -  J 1113
 AZ0338  PID         -  AZ0338
 AZ0338  STATE/COUNTY-  TX/TERRELL
 AZ0338  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0338
 AZ0338                         *CURRENT SURVEY CONTROL
 AZ0338  ___________________________________________________________________
 AZ0338* NAD 83(1986)-  29 58 08.     (N)    101 45 37.     (W)     SCALED    
 AZ0338* NAVD 88     -       519.723  (meters)    1705.12   (feet)  ADJUSTED  
 AZ0338  ___________________________________________________________________
 AZ0338  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 AZ0338  DYNAMIC HT  -         518.956 (meters)    1702.61  (feet)  COMP
 AZ0338  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 AZ0338
 AZ0338  VERT ORDER  -  FIRST     CLASS II
 AZ0338
 AZ0338.The horizontal coordinates were scaled from a topographic map and have
 AZ0338.an estimated accuracy of +/- 6 seconds.
 AZ0338
 AZ0338.The orthometric height was determined by differential leveling
 AZ0338.and adjusted by the National Geodetic Survey in June 1991..
 AZ0338
 AZ0338.The geoid height was determined by GEOID03.
 AZ0338
 AZ0338.The dynamic height is computed by dividing the NAVD 88
 AZ0338.geopotential number by the normal gravity value computed on the
 AZ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0338.degrees latitude (g = 980.6199 gals.).
 AZ0338
 AZ0338.The modeled gravity was interpolated from observed gravity values.
 AZ0338
 AZ0338;                    North         East    Units  Estimated Accuracy
 AZ0338;SPC TXSC     - 4,239,820.      333,630.      MT  (+/- 180 meters Scaled)
 AZ0338
 AZ0338                          SUPERSEDED SURVEY CONTROL
 AZ0338
 AZ0338  NGVD 29 (??/??/92)  519.581  (m)         1704.66   (f) ADJ UNCH    1 2
 AZ0338
 AZ0338.Superseded values are not recommended for survey control.
 AZ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0338.See file dsdata.txt to determine how the superseded data were derived.
 AZ0338
 AZ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU336185(NAD 83)
 AZ0338_MARKER: DB = BENCH MARK DISK
 AZ0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AZ0338_SP_SET: CULVERT
 AZ0338_STAMPING: J 1113 1957
 AZ0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0338
 AZ0338  HISTORY     - Date     Condition        Report By
 AZ0338  HISTORY     - 1957     MONUMENTED       CGS
 AZ0338  HISTORY     - 1958     GOOD             NGS
 AZ0338
 AZ0338                          STATION DESCRIPTION
 AZ0338
 AZ0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0338'16.25 MI NW FROM LANGTRY.
 AZ0338'ABOUT 16.25 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0338'FROM THE STATION AT LANGTRY, 42 FEET SOUTH OF THE 3RD POLE WEST OF
 AZ0338'MILEPOST 459, IN THE TOP OF THE SOUTHWEST END OF A SHARP RAZOR EDGE
 AZ0338'ROCK OUTCROP PROJECTING 1 FOOT, 88 FEET SOUTH OF THE SOUTH RAIL, ABOUT
 AZ0338'0.25 MILE EAST OF A TRESTLE, 5 1/2 RAILS WEST OF A 36-INCH PIPE
 AZ0338'CULVERT, 34 1/2 FEET SOUTH OF THE SOUTH RIGHT OF WAY FENCE, AND ABOUT
 AZ0338'2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0426 ***********************************************************************
 BP0426  DESIGNATION -  J 1114
 BP0426  PID         -  BP0426
 BP0426  STATE/COUNTY-  TX/BREWSTER
 BP0426  USGS QUAD   -  ALPINE NORTH (1972)
 BP0426
 BP0426                         *CURRENT SURVEY CONTROL
 BP0426  ___________________________________________________________________
 BP0426* NAD 83(1986)-  30 27 40.     (N)    103 43 11.     (W)     SCALED    
 BP0426* NAVD 88     -      1346.977  (meters)    4419.21   (feet)  ADJUSTED  
 BP0426  ___________________________________________________________________
 BP0426  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 BP0426  DYNAMIC HT  -        1344.823 (meters)    4412.14  (feet)  COMP
 BP0426  MODELED GRAV-     978,994.4   (mgal)                       NAVD 88
 BP0426  OBS GRAVITY -     978,994.8   (mgal)                       GRAV_OBS
 BP0426
 BP0426  VERT ORDER  -  FIRST     CLASS I
 BP0426
 BP0426.The horizontal coordinates were scaled from a topographic map and have
 BP0426.an estimated accuracy of +/- 6 seconds.
 BP0426
 BP0426.The orthometric height was determined by differential leveling
 BP0426.and adjusted by the National Geodetic Survey in June 1991..
 BP0426
 BP0426.The geoid height was determined by GEOID03.
 BP0426
 BP0426.The dynamic height is computed by dividing the NAVD 88
 BP0426.geopotential number by the normal gravity value computed on the
 BP0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0426.degrees latitude (g = 980.6199 gals.).
 BP0426
 BP0426.The modeled gravity was interpolated from observed gravity values.
 BP0426.The observed gravity was obtained from relative gravimeter ties
 BP0426.to the IGSN71 gravity network.
 BP0426
 BP0426;                    North         East    Units  Estimated Accuracy
 BP0426;SPC TXSC     - 4,300,390.      146,830.      MT  (+/- 180 meters Scaled)
 BP0426
 BP0426                          SUPERSEDED SURVEY CONTROL
 BP0426
 BP0426  NGVD 29 (??/??/92) 1346.524  (m)         4417.72   (f) ADJ UNCH    1 1
 BP0426
 BP0426.Superseded values are not recommended for survey control.
 BP0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0426.See file dsdata.txt to determine how the superseded data were derived.
 BP0426
 BP0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP229705(NAD 83)
 BP0426_MARKER: DB = BENCH MARK DISK
 BP0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0426_SP_SET: CULVERT
 BP0426_STAMPING: J 1114 1958
 BP0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0426
 BP0426  HISTORY     - Date     Condition        Report By
 BP0426  HISTORY     - 1958     MONUMENTED       CGS
 BP0426  HISTORY     - 1977     GOOD             NGS
 BP0426  HISTORY     - 1981     GOOD             NGS
 BP0426  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BP0426  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BP0426  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 BP0426
 BP0426                          STATION DESCRIPTION
 BP0426
 BP0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0426'7.95 MI NW FROM ALPINE.
 BP0426'ABOUT 7.95 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0426'NEW ORLEANS RAILROAD STATION AT ALPINE, 0.6 MILE SOUTHEAST OF THE
 BP0426'BREWSTER-JEFF DAVIS COUNTY LINE, IN THE CENTER OF THE TOP OF THE
 BP0426'SOUTHWEST EDGE OF A 6-CHANNEL CONCRETE CULVERT, 15 FEET SOUTHWEST OF
 BP0426'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 BP0426'NOTE-- THE CULVERT HAS NO HEADWALLS.
 BP0426
 BP0426                          STATION RECOVERY (1977)
 BP0426
 BP0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0426'RECOVERED IN GOOD CONDITION.
 BP0426
 BP0426                          STATION RECOVERY (1981)
 BP0426
 BP0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0426'RECOVERED IN GOOD CONDITION.
 BP0426
 BP0426                          STATION RECOVERY (1989)
 BP0426
 BP0426'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0426'MARK NOT FOUND.
 BP0426
 BP0426                          STATION RECOVERY (1996)
 BP0426
 BP0426'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0426'MARK NOT FOUND.
 BP0426
 BP0426                          STATION RECOVERY (2003)
 BP0426
 BP0426'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BP0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0497 ***********************************************************************
 BP0497  DESIGNATION -  J 1115
 BP0497  PID         -  BP0497
 BP0497  STATE/COUNTY-  TX/REEVES
 BP0497  USGS QUAD   -  TOYAHVALE (1972)
 BP0497
 BP0497                         *CURRENT SURVEY CONTROL
 BP0497  ___________________________________________________________________
 BP0497* NAD 83(1986)-  30 55 45.     (N)    103 47 24.     (W)     SCALED    
 BP0497* NAVD 88     -      1032.049  (meters)    3385.98   (feet)  POSTED    
 BP0497  ___________________________________________________________________
 BP0497  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 BP0497  DYNAMIC HT  -        1030.470 (meters)    3380.80  (feet)  COMP
 BP0497  MODELED GRAV-     979,077.0   (mgal)                       NAVD 88
 BP0497
 BP0497  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BP0497
 BP0497.The horizontal coordinates were scaled from a topographic map and have
 BP0497.an estimated accuracy of +/- 6 seconds.
 BP0497
 BP0497.The orthometric height was determined by differential leveling
 BP0497.and adjusted by the National Geodetic Survey in 1992..
 BP0497.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BP0497.rate of 3.1 thru 4.0 mm/km.
 BP0497
 BP0497.The geoid height was determined by GEOID03.
 BP0497
 BP0497.The dynamic height is computed by dividing the NAVD 88
 BP0497.geopotential number by the normal gravity value computed on the
 BP0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0497.degrees latitude (g = 980.6199 gals.).
 BP0497
 BP0497.The modeled gravity was interpolated from observed gravity values.
 BP0497
 BP0497;                    North         East    Units  Estimated Accuracy
 BP0497;SPC TX C     - 3,145,090.      369,720.      MT  (+/- 180 meters Scaled)
 BP0497
 BP0497                          SUPERSEDED SURVEY CONTROL
 BP0497
 BP0497  NGVD 29 (??/??/92) 1031.706  (m)         3384.86   (f) ADJ UNCH    2 0
 BP0497
 BP0497.Superseded values are not recommended for survey control.
 BP0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0497.See file dsdata.txt to determine how the superseded data were derived.
 BP0497
 BP0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ156223(NAD 83)
 BP0497_MARKER: DB = BENCH MARK DISK
 BP0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0497_STAMPING: J 1115 1958
 BP0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0497+STABILITY: SURFACE MOTION
 BP0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0497+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BP0497
 BP0497  HISTORY     - Date     Condition        Report By
 BP0497  HISTORY     - 1958     MONUMENTED       CGS
 BP0497  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 BP0497  HISTORY     - 20050726 GOOD             USPSQD
 BP0497
 BP0497                          STATION DESCRIPTION
 BP0497
 BP0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0497'1.15 MI S FROM TOYAHVALE.
 BP0497'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0497'TOYAHVALE, 55 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.15 MILE
 BP0497'EAST OF AND ACROSS THE HIGHWAY FROM A WINDMILL AND A WATER TANK, 2 1/2
 BP0497'FEET WEST OF A FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 BP0497'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BP0497
 BP0497                          STATION RECOVERY (1996)
 BP0497
 BP0497'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0497'MARK NOT FOUND.
 BP0497
 BP0497                          STATION RECOVERY (2005)
 BP0497
 BP0497'RECOVERY NOTE BY US POWER SQUADRON 2005 (BEL)
 BP0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0417 ***********************************************************************
 CC0417  DESIGNATION -  J 1116
 CC0417  PID         -  CC0417
 CC0417  STATE/COUNTY-  TX/REEVES
 CC0417  USGS QUAD   -  SARAGOSA (1970)
 CC0417
 CC0417                         *CURRENT SURVEY CONTROL
 CC0417  ___________________________________________________________________
 CC0417* NAD 83(1986)-  31 03 27.     (N)    103 38 08.     (W)     SCALED    
 CC0417* NAVD 88     -       896.200  (meters)    2940.28   (feet)  POSTED    
 CC0417  ___________________________________________________________________
 CC0417  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CC0417  DYNAMIC HT  -         894.870 (meters)    2935.92  (feet)  COMP
 CC0417  MODELED GRAV-     979,125.1   (mgal)                       NAVD 88
 CC0417
 CC0417  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CC0417
 CC0417.The horizontal coordinates were scaled from a topographic map and have
 CC0417.an estimated accuracy of +/- 6 seconds.
 CC0417
 CC0417.The orthometric height was determined by differential leveling
 CC0417.and adjusted by the National Geodetic Survey in 1992..
 CC0417.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CC0417.rate of 3.1 thru 4.0 mm/km.
 CC0417
 CC0417.The geoid height was determined by GEOID03.
 CC0417
 CC0417.The dynamic height is computed by dividing the NAVD 88
 CC0417.geopotential number by the normal gravity value computed on the
 CC0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0417.degrees latitude (g = 980.6199 gals.).
 CC0417
 CC0417.The modeled gravity was interpolated from observed gravity values.
 CC0417
 CC0417;                    North         East    Units  Estimated Accuracy
 CC0417;SPC TX C     - 3,158,860.      384,900.      MT  (+/- 180 meters Scaled)
 CC0417
 CC0417                          SUPERSEDED SURVEY CONTROL
 CC0417
 CC0417  NGVD 29 (??/??/92)  895.983  (m)         2939.57   (f) ADJ UNCH    2 0
 CC0417
 CC0417.Superseded values are not recommended for survey control.
 CC0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0417.See file dsdata.txt to determine how the superseded data were derived.
 CC0417
 CC0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ301367(NAD 83)
 CC0417_MARKER: DB = BENCH MARK DISK
 CC0417_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0417_SP_SET: 12.5 FT.
 CC0417_STAMPING: J 1116 1958
 CC0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0417
 CC0417  HISTORY     - Date     Condition        Report By
 CC0417  HISTORY     - 1958     MONUMENTED       CGS
 CC0417  HISTORY     - 1966     POOR             NGS
 CC0417
 CC0417                          STATION DESCRIPTION
 CC0417
 CC0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CC0417'1.35 MI NE FROM SARAGOSA.
 CC0417'ABOUT 1.35 MILES NORTHEAST ALONG THE PECOS VALLEY SOUTHERN RAILWAY
 CC0417'FROM THE STATION AT SARAGOSA, 10 1/2 FEET SOUTHWEST OF MILEPOST 28, 45
 CC0417'1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 51 1/2 FEET NORTHWEST OF THE
 CC0417'CENTERLINE OF STATE HIGHWAY 17, IN LINE WITH A ROW OF TELEPHONE POLES,
 CC0417'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ON THE TOP OF A 5/8
 CC0417'INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 12 1/2 FEET AND
 CC0417'IS ENCASED IN A 4 INCH TILE PROJECTING 1 FOOT.  NOTE-- TILE ENCASEMENT
 CC0417'IS BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0422 ***********************************************************************
 CD0422  DESIGNATION -  J 1117
 CD0422  PID         -  CD0422
 CD0422  STATE/COUNTY-  TX/HUDSPETH
 CD0422  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0422
 CD0422                         *CURRENT SURVEY CONTROL
 CD0422  ___________________________________________________________________
 CD0422* NAD 83(1986)-  31 44 22.     (N)    105 08 32.     (W)     SCALED    
 CD0422* NAVD 88     -      1146.742  (meters)    3762.27   (feet)  ADJUSTED  
 CD0422  ___________________________________________________________________
 CD0422  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0422  DYNAMIC HT  -        1145.042 (meters)    3756.69  (feet)  COMP
 CD0422  MODELED GRAV-     979,117.4   (mgal)                       NAVD 88
 CD0422
 CD0422  VERT ORDER  -  FIRST     CLASS II
 CD0422
 CD0422.The horizontal coordinates were scaled from a topographic map and have
 CD0422.an estimated accuracy of +/- 6 seconds.
 CD0422
 CD0422.The orthometric height was determined by differential leveling
 CD0422.and adjusted by the National Geodetic Survey in June 1991..
 CD0422
 CD0422.The geoid height was determined by GEOID03.
 CD0422
 CD0422.The dynamic height is computed by dividing the NAVD 88
 CD0422.geopotential number by the normal gravity value computed on the
 CD0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0422.degrees latitude (g = 980.6199 gals.).
 CD0422
 CD0422.The modeled gravity was interpolated from observed gravity values.
 CD0422
 CD0422;                    North         East    Units  Estimated Accuracy
 CD0422;SPC TX C     - 3,239,630.      244,470.      MT  (+/- 180 meters Scaled)
 CD0422
 CD0422                          SUPERSEDED SURVEY CONTROL
 CD0422
 CD0422  NGVD 29 (??/??/92) 1146.237  (m)         3760.61   (f) ADJ UNCH    1 2
 CD0422
 CD0422.Superseded values are not recommended for survey control.
 CD0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0422.See file dsdata.txt to determine how the superseded data were derived.
 CD0422
 CD0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR865115(NAD 83)
 CD0422_MARKER: DB = BENCH MARK DISK
 CD0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0422_SP_SET: CURB
 CD0422_STAMPING: J 1117 1958
 CD0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0422
 CD0422  HISTORY     - Date     Condition        Report By
 CD0422  HISTORY     - 1958     MONUMENTED       CGS
 CD0422  HISTORY     - 1976     GOOD             NGS
 CD0422  HISTORY     - 1977     GOOD             NGS
 CD0422
 CD0422                          STATION DESCRIPTION
 CD0422
 CD0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0422'75.95 MI E FROM EL PASO.
 CD0422'ABOUT 75.95 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0422'JUNCTION OF LOOP 16 AT EL PASO, IN THE TOP OF THE EAST END OF THE
 CD0422'SOUTH CONCRETE CURB OF A BRIDGE, 16 FEET SOUTH OF THE CENTER LINE OF
 CD0422'THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 CD0422
 CD0422                          STATION RECOVERY (1976)
 CD0422
 CD0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CD0422'RECOVERED IN GOOD CONDITION.
 CD0422
 CD0422                          STATION RECOVERY (1977)
 CD0422
 CD0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0422'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0423 ***********************************************************************
 CD0423  DESIGNATION -  J 1117 RESET 1976
 CD0423  PID         -  CD0423
 CD0423  STATE/COUNTY-  TX/HUDSPETH
 CD0423  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0423
 CD0423                         *CURRENT SURVEY CONTROL
 CD0423  ___________________________________________________________________
 CD0423* NAD 83(1986)-  31 44 22.     (N)    105 08 32.     (W)     SCALED    
 CD0423* NAVD 88     -      1146.522  (meters)    3761.55   (feet)  ADJUSTED  
 CD0423  ___________________________________________________________________
 CD0423  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0423  DYNAMIC HT  -        1144.822 (meters)    3755.97  (feet)  COMP
 CD0423  MODELED GRAV-     979,117.4   (mgal)                       NAVD 88
 CD0423
 CD0423  VERT ORDER  -  FIRST     CLASS I
 CD0423
 CD0423.The horizontal coordinates were scaled from a topographic map and have
 CD0423.an estimated accuracy of +/- 6 seconds.
 CD0423
 CD0423.The orthometric height was determined by differential leveling
 CD0423.and adjusted by the National Geodetic Survey in June 1991..
 CD0423
 CD0423.The geoid height was determined by GEOID03.
 CD0423
 CD0423.The dynamic height is computed by dividing the NAVD 88
 CD0423.geopotential number by the normal gravity value computed on the
 CD0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0423.degrees latitude (g = 980.6199 gals.).
 CD0423
 CD0423.The modeled gravity was interpolated from observed gravity values.
 CD0423
 CD0423;                    North         East    Units  Estimated Accuracy
 CD0423;SPC TX C     - 3,239,630.      244,470.      MT  (+/- 180 meters Scaled)
 CD0423
 CD0423                          SUPERSEDED SURVEY CONTROL
 CD0423
 CD0423  NGVD 29 (??/??/92) 1146.017  (m)         3759.89   (f) ADJ UNCH    1 1
 CD0423
 CD0423.Superseded values are not recommended for survey control.
 CD0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0423.See file dsdata.txt to determine how the superseded data were derived.
 CD0423
 CD0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR865115(NAD 83)
 CD0423_MARKER: Z = SEE DESCRIPTION
 CD0423_SETTING: 0 = UNSPECIFIED SETTING
 CD0423_STAMPING: J 1117 RESET 1976
 CD0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0423
 CD0423  HISTORY     - Date     Condition        Report By
 CD0423  HISTORY     - 1976     MONUMENTED       NGS
 CD0423  HISTORY     - 1977     GOOD             NGS
 CD0423
 CD0423                          STATION DESCRIPTION
 CD0423
 CD0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 CD0423'16.7 MI SE FROM DELL CITY.
 CD0423'FROM DELL CITY, GO SOUTH ON FARM ROAD 1437 FOR 13 MILES TO JUNCTION OF
 CD0423'U.S. HIGHWAYS 62 AND 180.  TURN LEFT AND GO EAST ON U.S. HIGHWAYS 62
 CD0423'AND 180 FOR 3.7 MILES TO BRIDGE AND MARK ON THE RIGHT.  THE MARK IS A
 CD0423'CAST ALUMINUM MONUMENT, THAT PROJECTS ABOUT 4-INCHES.  ITS 167 FEET
 CD0423'SOUTH OF THE CENTER-LINE OF HIGHWAY, 150 FEET SOUTH OF THE SOUTHEAST
 CD0423'CORNER OF BRIDGE, 65 FEET EAST OF A HI-LINE POLE, 40 FEET SOUTHEAST OF
 CD0423'A TELEPHONE POLE, 6 FEET EAST OF A FENCE-CORNER, 1.5 FEET WEST OF A
 CD0423'METAL WITNESS POST AND 0.6 FEET NORTH OF THE FENCE-LINE.
 CD0423
 CD0423                          STATION RECOVERY (1977)
 CD0423
 CD0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0423'27.1 MILES SOUTHWEST ALONG U.S.HIGHWAYS 62 AND 180 FROM THE STATE
 CD0423'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 3.6 MILES EAST OF THE
 CD0423'JUNCTION OF FARM ROAD 1437, SET IN TOP AND 1.0 FT. NORTH OF THE
 CD0423'SOUTH END OF THE EAST CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0742 ***********************************************************************
 CD0742  DESIGNATION -  J 1117 X RESET 1976
 CD0742  PID         -  CD0742
 CD0742  STATE/COUNTY-  TX/HUDSPETH
 CD0742  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0742
 CD0742                         *CURRENT SURVEY CONTROL
 CD0742  ___________________________________________________________________
 CD0742* NAD 83(1986)-  31 44 20.     (N)    105 08 30.     (W)     SCALED    
 CD0742* NAVD 88     -      1144.843  (meters)    3756.04   (feet)  ADJUSTED  
 CD0742  ___________________________________________________________________
 CD0742  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0742  DYNAMIC HT  -        1143.146 (meters)    3750.47  (feet)  COMP
 CD0742  MODELED GRAV-     979,117.4   (mgal)                       NAVD 88
 CD0742
 CD0742  VERT ORDER  -  FIRST     CLASS I
 CD0742
 CD0742.The horizontal coordinates were scaled from a topographic map and have
 CD0742.an estimated accuracy of +/- 6 seconds.
 CD0742
 CD0742.The orthometric height was determined by differential leveling
 CD0742.and adjusted by the National Geodetic Survey in June 1991..
 CD0742
 CD0742.The geoid height was determined by GEOID03.
 CD0742
 CD0742.The dynamic height is computed by dividing the NAVD 88
 CD0742.geopotential number by the normal gravity value computed on the
 CD0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0742.degrees latitude (g = 980.6199 gals.).
 CD0742
 CD0742.The modeled gravity was interpolated from observed gravity values.
 CD0742
 CD0742;                    North         East    Units  Estimated Accuracy
 CD0742;SPC TX C     - 3,239,570.      244,520.      MT  (+/- 180 meters Scaled)
 CD0742
 CD0742                          SUPERSEDED SURVEY CONTROL
 CD0742
 CD0742  NGVD 29 (??/??/92) 1144.338  (m)         3754.38   (f) ADJ UNCH    1 1
 CD0742
 CD0742.Superseded values are not recommended for survey control.
 CD0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0742.See file dsdata.txt to determine how the superseded data were derived.
 CD0742
 CD0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR865115(NAD 83)
 CD0742_MARKER: DB = BENCH MARK DISK
 CD0742_SETTING: 0 = UNSPECIFIED SETTING
 CD0742_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 CD0742_STAMPING: J 1117 X RESET 1976
 CD0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0742
 CD0742  HISTORY     - Date     Condition        Report By
 CD0742  HISTORY     - 1976     MONUMENTED       NGS
 CD0742  HISTORY     - 1977     GOOD             NGS
 CD0742
 CD0742                          STATION DESCRIPTION
 CD0742
 CD0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0742'27.1 MI SW FROM PINE SPRINGS.
 CD0742'27.1 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0742'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 3.6 MILES EAST OF THE
 CD0742'JUNCTION OF FARM ROAD 1437, 165 FT. SOUTH OF THE CENTER LINE OF
 CD0742'THE HIGHWAY, 39 FT. SOUTHEAST OF A TELEPHONE NUMBER 76-14, 6.5 FT.
 CD0742'EAST OF THE CORNER OF A RIGHT OF WAY FENCE, 0.5 FT. NORTH OF THE
 CD0742'FENCE, 144 FT. SOUTH-SOUTHEAST OF BENCH MARK J 1117 RESET 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0144 ***********************************************************************
 CE0144  DESIGNATION -  J 1118
 CE0144  PID         -  CE0144
 CE0144  STATE/COUNTY-  TX/EL PASO
 CE0144  USGS QUAD   -  FORT BLISS SE (1994)
 CE0144
 CE0144                         *CURRENT SURVEY CONTROL
 CE0144  ___________________________________________________________________
 CE0144* NAD 83(1986)-  31 48 14.     (N)    106 17 23.     (W)     SCALED    
 CE0144* NAVD 88     -      1224.786  (meters)    4018.32   (feet)  ADJUSTED  
 CE0144  ___________________________________________________________________
 CE0144  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0144  DYNAMIC HT  -        1222.911 (meters)    4012.17  (feet)  COMP
 CE0144  MODELED GRAV-     979,066.8   (mgal)                       NAVD 88
 CE0144
 CE0144  VERT ORDER  -  FIRST     CLASS I
 CE0144
 CE0144.The horizontal coordinates were scaled from a topographic map and have
 CE0144.an estimated accuracy of +/- 6 seconds.
 CE0144
 CE0144.The orthometric height was determined by differential leveling
 CE0144.and adjusted by the National Geodetic Survey in November 1996..
 CE0144
 CE0144.The geoid height was determined by GEOID03.
 CE0144
 CE0144.The dynamic height is computed by dividing the NAVD 88
 CE0144.geopotential number by the normal gravity value computed on the
 CE0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0144.degrees latitude (g = 980.6199 gals.).
 CE0144
 CE0144.The modeled gravity was interpolated from observed gravity values.
 CE0144
 CE0144;                    North         East    Units  Estimated Accuracy
 CE0144;SPC TX C     - 3,252,030.      136,250.      MT  (+/- 180 meters Scaled)
 CE0144
 CE0144                          SUPERSEDED SURVEY CONTROL
 CE0144
 CE0144  NAVD 88 (06/15/91) 1224.782  (m)         4018.31   (f) UNKNOWN     1 1
 CE0144  NGVD 29 (??/??/92) 1224.151  (m)         4016.24   (f) ADJ UNCH    1 1
 CE0144
 CE0144.Superseded values are not recommended for survey control.
 CE0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0144.See file dsdata.txt to determine how the superseded data were derived.
 CE0144
 CE0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR779194(NAD 83)
 CE0144_MARKER: DB = BENCH MARK DISK
 CE0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0144_SP_SET: CONCRETE POST
 CE0144_STAMPING: J 1118 1958
 CE0144_MARK LOGO: CGS   
 CE0144_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0144+STABILITY: SURFACE MOTION
 CE0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0144+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0144
 CE0144  HISTORY     - Date     Condition        Report By
 CE0144  HISTORY     - 1958     MONUMENTED       CGS
 CE0144  HISTORY     - 1971     GOOD             NGS
 CE0144  HISTORY     - 1981     GOOD             NGS
 CE0144  HISTORY     - 19921117 GOOD             NGS
 CE0144
 CE0144                          STATION DESCRIPTION
 CE0144
 CE0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0144'7.8 MI E FROM EL PASO.
 CE0144'ABOUT 7.8 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0144'OF LOOP 16 AT EL PASO, 71 FEET NORTH OF THE CENTER LINE OF THE
 CE0144'HIGHWAY, 22 FEET NORTH OF A POWER POLE, 5 FEET SOUTH OF THE ANCHOR OF
 CE0144'A BRACE WIRE ON THE POWER POLE, 2 FEET WEST OF A CONCRETE WITNESS
 CE0144'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 CE0144'CONCRETE POST PROJECTING 6 INCHES.
 CE0144
 CE0144                          STATION RECOVERY (1971)
 CE0144
 CE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CE0144'RECOVERED IN GOOD CONDITION.
 CE0144
 CE0144                          STATION RECOVERY (1981)
 CE0144
 CE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0144'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 CE0144'13.2 KM (8.2 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0144'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0144'0.5 KM (0.3 MI) EAST OF LEE BOULEVARD, 21.6 METERS (71.0 FT) NORTH
 CE0144'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 6.7 METERS
 CE0144'(22.0 FT) NORTH OF UTILITY POLE NUMBER 14KV AND 0.6 METER (2.0 FT)
 CE0144'WEST OF A CONCRETE WITNESS POST.
 CE0144'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CE0144
 CE0144                          STATION RECOVERY (1992)
 CE0144
 CE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0144'13.2 KM (8.20 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0144'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 0.5 KM (0.30 MI) EAST
 CE0144'OF THE INTERSECTION OF LEE BOULEVARD, 21.6 M (70.9 FT) NORTH OF THE
 CE0144'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 6.7 M (22.0 FT)
 CE0144'NORTH OF UTILITY POLE NUMBER 14KV, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 CE0144'THE HIGHWAY, 0.6 M (2.0 FT) WEST OF A WITNESS POST, 0.5 M (1.6 FT)
 CE0144'EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 CE0144'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0479 ***********************************************************************
 CD0479  DESIGNATION -  J 1119
 CD0479  PID         -  CD0479
 CD0479  STATE/COUNTY-  TX/HUDSPETH
 CD0479  USGS QUAD   -  MICKEY DRAW EAST (1984)
 CD0479
 CD0479                         *CURRENT SURVEY CONTROL
 CD0479  ___________________________________________________________________
 CD0479* NAD 83(1986)-  31 47 13.     (N)    105 12 07.     (W)     SCALED    
 CD0479* NAVD 88     -      1194.237  (meters)    3918.09   (feet)  POSTED    
 CD0479  ___________________________________________________________________
 CD0479  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0479  DYNAMIC HT  -        1192.470 (meters)    3912.30  (feet)  COMP
 CD0479  MODELED GRAV-     979,120.0   (mgal)                       NAVD 88
 CD0479
 CD0479  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0479
 CD0479.The horizontal coordinates were scaled from a topographic map and have
 CD0479.an estimated accuracy of +/- 6 seconds.
 CD0479
 CD0479.The orthometric height was determined by differential leveling
 CD0479.and adjusted by the National Geodetic Survey in 1992..
 CD0479.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0479.rate of 0.0 thru 1.0 mm/km.
 CD0479
 CD0479.The geoid height was determined by GEOID03.
 CD0479
 CD0479.The dynamic height is computed by dividing the NAVD 88
 CD0479.geopotential number by the normal gravity value computed on the
 CD0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0479.degrees latitude (g = 980.6199 gals.).
 CD0479
 CD0479.The modeled gravity was interpolated from observed gravity values.
 CD0479
 CD0479;                    North         East    Units  Estimated Accuracy
 CD0479;SPC TX C     - 3,245,140.      239,050.      MT  (+/- 180 meters Scaled)
 CD0479
 CD0479                          SUPERSEDED SURVEY CONTROL
 CD0479
 CD0479  NGVD 29 (??/??/92) 1193.735  (m)         3916.45   (f) ADJ UNCH    2 0
 CD0479
 CD0479.Superseded values are not recommended for survey control.
 CD0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0479.See file dsdata.txt to determine how the superseded data were derived.
 CD0479
 CD0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR808168(NAD 83)
 CD0479_MARKER: DB = BENCH MARK DISK
 CD0479_SETTING: 66 = SET IN ROCK OUTCROP
 CD0479_SP_SET: OUTCROP
 CD0479_STAMPING: J 1119 1958
 CD0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0479+STABILITY: POSITION/ELEVATION WELL
 CD0479
 CD0479  HISTORY     - Date     Condition        Report By
 CD0479  HISTORY     - 1958     MONUMENTED       CGS
 CD0479
 CD0479                          STATION DESCRIPTION
 CD0479
 CD0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0479'10.45 MI S FROM DELL CITY.
 CD0479'ABOUT 10.45 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0479'DELL CITY, IN THE TOP OF A ROCK OUTCROP AND SURROUNDED BY A CIRCLE OF
 CD0479'LOOSE ROCK, 66 FEET WEST OF THE CENTER LINE OF THE ROAD, 34 FEET
 CD0479'SOUTHWEST OF A POWER POLE, 15 1/2 FEET WEST OF A FENCE, ABOUT LEVEL
 CD0479'WITH THE ROAD, AND PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0023 ***********************************************************************
 CU0023  DESIGNATION -  J 112
 CU0023  PID         -  CU0023
 CU0023  STATE/COUNTY-  TX/FISHER
 CU0023  USGS QUAD   -  LONGWORTH (1969)
 CU0023
 CU0023                         *CURRENT SURVEY CONTROL
 CU0023  ___________________________________________________________________
 CU0023* NAD 83(1986)-  32 40 17.     (N)    100 19 09.     (W)     SCALED    
 CU0023* NAVD 88     -       586.130  (meters)    1922.99   (feet)  ADJUSTED  
 CU0023  ___________________________________________________________________
 CU0023  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CU0023  DYNAMIC HT  -         585.356 (meters)    1920.46  (feet)  COMP
 CU0023  MODELED GRAV-     979,299.8   (mgal)                       NAVD 88
 CU0023
 CU0023  VERT ORDER  -  FIRST     CLASS II
 CU0023
 CU0023.The horizontal coordinates were scaled from a topographic map and have
 CU0023.an estimated accuracy of +/- 6 seconds.
 CU0023
 CU0023.The orthometric height was determined by differential leveling
 CU0023.and adjusted by the National Geodetic Survey in June 1991..
 CU0023
 CU0023.The geoid height was determined by GEOID03.
 CU0023
 CU0023.The dynamic height is computed by dividing the NAVD 88
 CU0023.geopotential number by the normal gravity value computed on the
 CU0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0023.degrees latitude (g = 980.6199 gals.).
 CU0023
 CU0023.The modeled gravity was interpolated from observed gravity values.
 CU0023
 CU0023;                    North         East    Units  Estimated Accuracy
 CU0023;SPC TXNC     - 2,112,890.      429,390.      MT  (+/- 180 meters Scaled)
 CU0023
 CU0023                          SUPERSEDED SURVEY CONTROL
 CU0023
 CU0023  NGVD 29 (??/??/92)  585.91   (m)         1922.3    (f) COMPUTED    1 2
 CU0023
 CU0023.Superseded values are not recommended for survey control.
 CU0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0023.See file dsdata.txt to determine how the superseded data were derived.
 CU0023
 CU0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB763156(NAD 83)
 CU0023_MARKER: DB = BENCH MARK DISK
 CU0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0023_SP_SET: MONUMENT
 CU0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0023
 CU0023  HISTORY     - Date     Condition        Report By
 CU0023  HISTORY     - UNK      MONUMENTED       CGS
 CU0023  HISTORY     - 1933     GOOD             NGS
 CU0023  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 CU0023
 CU0023                          STATION DESCRIPTION
 CU0023
 CU0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CU0023'2.0 MI N FROM LONGWORTH.
 CU0023'2.0 MILES NORTH OF, ABOUT 300 FEET NORTH OF BRIDGE 624.5, 43 FEET
 CU0023'SOUTHWEST OF CENTERLINE OF RAILROAD, PANHANDLE AND SANTA FE..
 CU0023
 CU0023                          STATION RECOVERY (1949)
 CU0023
 CU0023'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 CU0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0142 ***********************************************************************
 CV0142  DESIGNATION -  J 1120
 CV0142  PID         -  CV0142
 CV0142  STATE/COUNTY-  TX/ANDREWS
 CV0142  USGS QUAD   -  FIGURE SEVEN RANCH (1971)
 CV0142
 CV0142                         *CURRENT SURVEY CONTROL
 CV0142  ___________________________________________________________________
 CV0142* NAD 83(1986)-  32 08 02.     (N)    102 55 32.     (W)     SCALED    
 CV0142* NAVD 88     -       966.207  (meters)    3169.96   (feet)  ADJUSTED  
 CV0142  ___________________________________________________________________
 CV0142  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CV0142  DYNAMIC HT  -         964.863 (meters)    3165.55  (feet)  COMP
 CV0142  MODELED GRAV-     979,215.3   (mgal)                       NAVD 88
 CV0142
 CV0142  VERT ORDER  -  SECOND    CLASS 0
 CV0142
 CV0142.The horizontal coordinates were scaled from a topographic map and have
 CV0142.an estimated accuracy of +/- 6 seconds.
 CV0142
 CV0142.The orthometric height was determined by differential leveling
 CV0142.and adjusted by the National Geodetic Survey in June 1991..
 CV0142
 CV0142.The geoid height was determined by GEOID03.
 CV0142
 CV0142.The dynamic height is computed by dividing the NAVD 88
 CV0142.geopotential number by the normal gravity value computed on the
 CV0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0142.degrees latitude (g = 980.6199 gals.).
 CV0142
 CV0142.The modeled gravity was interpolated from observed gravity values.
 CV0142
 CV0142;                    North         East    Units  Estimated Accuracy
 CV0142;SPC TXNC     - 2,060,610.      182,550.      MT  (+/- 180 meters Scaled)
 CV0142
 CV0142                          SUPERSEDED SURVEY CONTROL
 CV0142
 CV0142  NGVD 29 (??/??/92)  965.800  (m)         3168.63   (f) ADJ UNCH    2 0
 CV0142
 CV0142.Superseded values are not recommended for survey control.
 CV0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0142.See file dsdata.txt to determine how the superseded data were derived.
 CV0142
 CV0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR956571(NAD 83)
 CV0142_MARKER: DB = BENCH MARK DISK
 CV0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0142_STAMPING: J 1120 1958
 CV0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0142+STABILITY: SURFACE MOTION
 CV0142
 CV0142  HISTORY     - Date     Condition        Report By
 CV0142  HISTORY     - 1958     MONUMENTED       CGS
 CV0142
 CV0142                          STATION DESCRIPTION
 CV0142
 CV0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0142'16.15 MI E FROM JAL, NEW MEXICO.
 CV0142'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0142'STATION AT JAL, THENCE 15.45 MILES EAST ALONG STATE HIGHWAY 128, 58
 CV0142'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, WEST OF A WIRE GATE, 1
 CV0142'FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE, 2 FEET EAST OF A METAL
 CV0142'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0142'CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0174 ***********************************************************************
 CV0174  SACS        -  This is a Secondary Airport Control Station.
 CV0174  DESIGNATION -  J 1125
 CV0174  PID         -  CV0174
 CV0174  STATE/COUNTY-  TX/ANDREWS
 CV0174  USGS QUAD   -  ANDREWS (1970)
 CV0174
 CV0174                         *CURRENT SURVEY CONTROL
 CV0174  ___________________________________________________________________
 CV0174* NAD 83(1993)-  32 19 19.62870(N)    102 31 56.83792(W)     ADJUSTED  
 CV0174* NAVD 88     -       968.058  (meters)    3176.04   (feet)  POSTED    
 CV0174  ___________________________________________________________________
 CV0174  X           -  -1,170,857.959 (meters)                     COMP
 CV0174  Y           -  -5,267,277.438 (meters)                     COMP
 CV0174  Z           -   3,391,175.103 (meters)                     COMP
 CV0174  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 CV0174  ELLIP HEIGHT-         944.57  (meters)          (10/24/00) GPS OBS
 CV0174  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CV0174  DYNAMIC HT  -         966.710 (meters)    3171.61  (feet)  COMP
 CV0174  MODELED GRAV-     979,215.7   (mgal)                       NAVD 88
 CV0174
 CV0174  HORZ ORDER  -  B
 CV0174  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CV0174  ELLP ORDER  -  FOURTH    CLASS II
 CV0174
 CV0174.This mark is at Andrews Co (E11) Airport (E11)
 CV0174
 CV0174.The horizontal coordinates were established by GPS observations
 CV0174.and adjusted by the National Geodetic Survey in September 1996..
 CV0174
 CV0174.The orthometric height was determined by differential leveling
 CV0174.and adjusted by the National Geodetic Survey in 1992..
 CV0174.No vertical observational check was made to the station.
 CV0174.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CV0174.was located on a no-check spur therefore a value was not computed.
 CV0174
 CV0174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CV0174
 CV0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0174
 CV0174.The ellipsoidal height was determined by GPS observations
 CV0174.and is referenced to NAD 83.
 CV0174
 CV0174.The geoid height was determined by GEOID03.
 CV0174
 CV0174.The dynamic height is computed by dividing the NAVD 88
 CV0174.geopotential number by the normal gravity value computed on the
 CV0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0174.degrees latitude (g = 980.6199 gals.).
 CV0174
 CV0174.The modeled gravity was interpolated from observed gravity values.
 CV0174
 CV0174;                    North         East     Units Scale Factor Converg.
 CV0174;SPC TXNC     - 2,079,970.475   220,409.880   MT  0.99995306   -2 11 57.4
 CV0174;SPC TXNC     - 6,824,036.47    723,128.08   sFT  0.99995306   -2 11 57.4
 CV0174;UTM  13      - 3,578,816.490   732,285.274   MT  1.00026543   +1 19 11.8
 CV0174
 CV0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0174!SPC TXNC     -   0.99985171  x   0.99995306  =   0.99980478
 CV0174!UTM  13      -   0.99985171  x   1.00026543  =   1.00011710
 CV0174
 CV0174                          SUPERSEDED SURVEY CONTROL
 CV0174
 CV0174  ELLIP H (09/09/96)  944.57   (m)                       GP(       ) 1 2
 CV0174  NAD 83(1993)-  32 19 19.62515(N)    102 31 56.83512(W) AD(       ) 3
 CV0174  ELLIP H (02/16/96)  944.59   (m)                       GP(       ) 5 1
 CV0174  NAD 83(1993)-  32 19 19.62749(N)    102 31 56.82771(W) AD(       ) 3
 CV0174  ELLIP H (12/21/93)  944.27   (m)                       GP(       ) 4 1
 CV0174  NAD 83(1986)-  32 19 19.62581(N)    102 31 56.82534(W) AD(       ) 3
 CV0174  NAD 27      -  32 19 19.22806(N)    102 31 55.25325(W) AD(       ) 3
 CV0174  NGVD 29 (??/??/92)  967.629  (m)         3174.63   (f) ADJ UNCH    2 0
 CV0174
 CV0174.Superseded values are not recommended for survey control.
 CV0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0174.See file dsdata.txt to determine how the superseded data were derived.
 CV0174
 CV0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR3228578816(NAD 83)
 CV0174_MARKER: DB = BENCH MARK DISK
 CV0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0174_STAMPING: J 1125 1958
 CV0174_MARK LOGO: CGS   
 CV0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0174+STABILITY: SURFACE MOTION
 CV0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0174+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 CV0174
 CV0174  HISTORY     - Date     Condition        Report By
 CV0174  HISTORY     - 1958     MONUMENTED       CGS
 CV0174  HISTORY     - 1988     GOOD             NGS
 CV0174  HISTORY     - 19950516 GOOD             NGS
 CV0174  HISTORY     - 19950517 GOOD             NGS
 CV0174  HISTORY     - 20030801 GOOD             TXDOT
 CV0174
 CV0174                          STATION DESCRIPTION
 CV0174
 CV0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0174'1.05 MI E FROM ANDREWS.
 CV0174'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0174'COURTHOUSE AT ANDREWS, THENCE 0.95 MILE NORTHEAST ALONG STATE HIGHWAY
 CV0174'176, AT THE ANDREWS COUNTY AIRFIELD, 229 FEET NORTH OF THE CENTER LINE
 CV0174'OF THE HIGHWAY, 122 FEET NORTH OF A POWER POLE, 60 1/2 FEET SOUTH OF
 CV0174'THE EAST CORNER OF A SMALL HANGAR, 14 FEET WEST OF THE CENTER LINE OF
 CV0174'THE MAIN AIRFIELD ENTRANCE, 1 FOOT WEST OF A CABEL FENCE, AND IN THE
 CV0174'TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 CV0174
 CV0174                          STATION RECOVERY (1988)
 CV0174
 CV0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 CV0174'THE STATION IS LOCATED ABOUT 1.4 KM (0.9 MI)
 CV0174'EAST-NORTHEAST OF ANDREWS, ALONG THE ENTRANCE ROAD TO THE COUNTY
 CV0174'AIRPORT, IN FRONT OF THE SENIOR CITIZENS CENTER, NEAR THE STREET
 CV0174'CURB AND IN THE PAVED PARKING LOT.
 CV0174'OWNERSHIP--CITY OF ANDREWS, 111 LOGSDON, ANDREWS TX 79714, PHONE
 CV0174'915-523-4820.
 CV0174'
 CV0174'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 385 AND STATE
 CV0174'HIGHWAYS 115 AND 176 IN ANDREWS, GO EAST ON STATE HIGHWAYS 115 AND
 CV0174'176 FOR 1.4 KM (0.85 MI) TO A ROAD LEFT ON THE WEST SIDE OF LARGE
 CV0174'PARKING AREA FOR THE ANDREWS CIVIC CENTER.  BEAR LEFT AND GO
 CV0174'NORTHEAST FOR ABOUT 50 METERS (164.0 FT) TO THE MARK ON THE LEFT.
 CV0174'
 CV0174'THE STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED---J 1125
 CV0174'1958---, SET IN THE TOP OF A 30 CM ROUND CONCRETE POST PROJECTING
 CV0174'1 CM AND IN A PAVED PARKING LOT.  LOCATED 24.8 METERS (81.4 FT)
 CV0174'SOUTHEAST OF THE CENTER OF THE GLASS ENTRANCE DOOR TO THE CITIZENS
 CV0174'CENTER, 21.7 METERS (71.2 FT) WEST OF A METAL LIGHT POLE, 21.1
 CV0174'METERS (69.2 FT) SOUTHEAST FROM A FLAGPOLE, 6.0 METERS (19.7 FT)
 CV0174'SOUTHWEST OF THE NORTHEAST END OF A STRAIGHT SECTION OF CURB AND
 CV0174'0.8 METER (2.6 FT) NORTHWEST OF THE CURB.
 CV0174'
 CV0174'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 CV0174'
 CV0174'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 CV0174'
 CV0174'DESCRIBED BY D.A. BOWLING.
 CV0174
 CV0174                          STATION RECOVERY (1995)
 CV0174
 CV0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CV0174'THE STATION IS LOCATED IN THE EAST PART OF ANDREWS, IN FRONT OF THE
 CV0174'SENIOR CITIZENS CENTER, NEAR THE CURB.  OWNERSHIP--CITY OF ANDREWS,
 CV0174'111 LOGSDON, ANDREWS TX 79714, PHONE 915 523- 4820.  TO REACH THE
 CV0174'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 385 AND STATE HIGHWAYS 115
 CV0174'AND 176 IN ANDREWS, GO EAST ON STATE HIGHWAYS 115/176 FOR 1.4 KM (0.85
 CV0174'MI) TO AN ENTRANCE ROAD TO THE AIRPORT, CIVIC CENTER AND SENIOR
 CV0174'CITIZENS CENTER.  TURN LEFT, NORTHEAST, GO 50 METERS (164.0 FT) TO THE
 CV0174'STATION ON THE LEFT.  THE STATION IS 31.0 M (101.7 FT) SOUTHWEST OF
 CV0174'THE SOUTH CORNER OF A PIPE FENCE SUROUNDING THE AIRPORT APRON, 24.8 M
 CV0174'(81.4 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE DOOR OF THE SENIOR
 CV0174'CITIZENS CENTER, 9.5 M (31.2 FT) NORTHWEST OF THE ROAD CENTER, 6.0 M
 CV0174'(19.7 FT) SOUTHWEST OF A CURB NOSE, 0.8 M (2.6 FT) NORTHWEST OF THE
 CV0174'CURB, AND THE MONUMENT PROJECTS 1 CM ABOVE THE PAVEMENT SURFACE OF THE
 CV0174'CITIZEN CENTER PARKING LOT.
 CV0174
 CV0174                          STATION RECOVERY (1995)
 CV0174
 CV0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CV0174'THE STATION IS LOCATED IN THE EAST PART OF ANDREWS, IN FRONT OF THE
 CV0174'SENIOR CITIZENS CENTER, NEAR THE CURB.  OWNERSHIP--CITY OF ANDREWS,
 CV0174'111 LOGSDON, ANDREWS TX 79714, PHONE 915 523- 4820.  TO REACH THE
 CV0174'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 385 AND STATE HIGHWAYS 115
 CV0174'AND 176 IN ANDREWS, GO EAST ON STATE HIGHWAYS 115/176 FOR 1.4 KM (0.85
 CV0174'MI) TO AN ENTRANCE ROAD TO THE AIRPORT, CIVIC CENTER AND SENIOR
 CV0174'CITIZENS CENTER.  TURN LEFT, NORTHEAST, GO 50 METERS (164.0 FT) TO THE
 CV0174'STATION ON THE LEFT.  THE STATION IS 31.0 M (101.7 FT) SOUTHWEST OF
 CV0174'THE SOUTH CORNER OF A PIPE FENCE SUROUNDING THE AIRPORT APRON, 24.8 M
 CV0174'(81.4 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE DOOR OF THE SENIOR
 CV0174'CITIZENS CENTER, 9.5 M (31.2 FT) NORTHWEST OF THE ROAD CENTER, 6.0 M
 CV0174'(19.7 FT) SOUTHWEST OF A CURB NOSE, 0.8 M (2.6 FT) NORTHWEST OF THE
 CV0174'CURB, AND THE MONUMENT PROJECTS 1 CM ABOVE THE PAVEMENT SURFACE OF THE
 CV0174'CITIZEN CENTER PARKING LOT.  THIS IS A SAC STATION.
 CV0174
 CV0174                          STATION RECOVERY (2003)
 CV0174
 CV0174'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0174'THE STATION IS LOCATED BETWEEN THE TWO ENTRANCES TO THE PARKING LOT
 CV0174'OF THE ANDREWS COUNTY SENIOR CITIZEN'S CENTER. IT IS 19.7' SOUTHWEST
 CV0174'OF THE SOUTHWEST END OF THE CURB RETURN AT THE NORTHEAST ENTRANCE TO
 CV0174'THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0108 ***********************************************************************
 CV0108  DESIGNATION -  J 1126
 CV0108  PID         -  CV0108
 CV0108  STATE/COUNTY-  TX/MARTIN
 CV0108  USGS QUAD   -  BIRD RANCH (1966)
 CV0108
 CV0108                         *CURRENT SURVEY CONTROL
 CV0108  ___________________________________________________________________
 CV0108* NAD 83(1986)-  32 16 33.     (N)    102 09 26.     (W)     SCALED    
 CV0108* NAVD 88     -       881.961  (meters)    2893.57   (feet)  ADJUSTED  
 CV0108  ___________________________________________________________________
 CV0108  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CV0108  DYNAMIC HT  -         880.723 (meters)    2889.51  (feet)  COMP
 CV0108  MODELED GRAV-     979,206.4   (mgal)                       NAVD 88
 CV0108
 CV0108  VERT ORDER  -  SECOND    CLASS 0
 CV0108
 CV0108.The horizontal coordinates were scaled from a topographic map and have
 CV0108.an estimated accuracy of +/- 6 seconds.
 CV0108
 CV0108.The orthometric height was determined by differential leveling
 CV0108.and adjusted by the National Geodetic Survey in June 1991..
 CV0108
 CV0108.The geoid height was determined by GEOID03.
 CV0108
 CV0108.The dynamic height is computed by dividing the NAVD 88
 CV0108.geopotential number by the normal gravity value computed on the
 CV0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0108.degrees latitude (g = 980.6199 gals.).
 CV0108
 CV0108.The modeled gravity was interpolated from observed gravity values.
 CV0108
 CV0108;                    North         East    Units  Estimated Accuracy
 CV0108;SPC TXNC     - 2,073,550.      255,540.      MT  (+/- 180 meters Scaled)
 CV0108
 CV0108                          SUPERSEDED SURVEY CONTROL
 CV0108
 CV0108  NGVD 29 (??/??/92)  881.605  (m)         2892.40   (f) ADJ UNCH    2 0
 CV0108
 CV0108.Superseded values are not recommended for survey control.
 CV0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0108.See file dsdata.txt to determine how the superseded data were derived.
 CV0108
 CV0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR677745(NAD 83)
 CV0108_MARKER: DB = BENCH MARK DISK
 CV0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0108_STAMPING: J 1126 1958
 CV0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0108+STABILITY: SURFACE MOTION
 CV0108
 CV0108  HISTORY     - Date     Condition        Report By
 CV0108  HISTORY     - 1958     MONUMENTED       CGS
 CV0108  HISTORY     - 20030103 MARK NOT FOUND   TXDOT
 CV0108
 CV0108                          STATION DESCRIPTION
 CV0108
 CV0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0108'19.75 MI NW FROM MIDLAND.
 CV0108'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0108'MIDLAND, THENCE 19.65 MILES NORTHWEST ALONG STATE HIGHWAY 349, 55 FEET
 CV0108'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 103 YARDS SOUTHEAST
 CV0108'OF A PIPE LINE CROSSING, 1 1/2 FEET NORTHEAST OF THE SOUTHWEST RIGHT
 CV0108'OF WAY FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CV0108'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 CV0108'FOOT.
 CV0108
 CV0108                          STATION RECOVERY (2003)
 CV0108
 CV0108'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (JCW)
 CV0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0111 ***********************************************************************
 CV0111  DESIGNATION -  J 1127
 CV0111  PID         -  CV0111
 CV0111  STATE/COUNTY-  TX/MARTIN
 CV0111  USGS QUAD   -  BIRD RANCH (1966)
 CV0111
 CV0111                         *CURRENT SURVEY CONTROL
 CV0111  ___________________________________________________________________
 CV0111* NAD 83(1986)-  32 20 02.     (N)    102 10 09.     (W)     SCALED    
 CV0111* NAVD 88     -       889.406  (meters)    2917.99   (feet)  ADJUSTED  
 CV0111  ___________________________________________________________________
 CV0111  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CV0111  DYNAMIC HT  -         888.162 (meters)    2913.91  (feet)  COMP
 CV0111  MODELED GRAV-     979,210.3   (mgal)                       NAVD 88
 CV0111
 CV0111  VERT ORDER  -  SECOND    CLASS 0
 CV0111
 CV0111.The horizontal coordinates were scaled from a topographic map and have
 CV0111.an estimated accuracy of +/- 6 seconds.
 CV0111
 CV0111.The orthometric height was determined by differential leveling
 CV0111.and adjusted by the National Geodetic Survey in June 1991..
 CV0111
 CV0111.The geoid height was determined by GEOID03.
 CV0111
 CV0111.The dynamic height is computed by dividing the NAVD 88
 CV0111.geopotential number by the normal gravity value computed on the
 CV0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0111.degrees latitude (g = 980.6199 gals.).
 CV0111
 CV0111.The modeled gravity was interpolated from observed gravity values.
 CV0111
 CV0111;                    North         East    Units  Estimated Accuracy
 CV0111;SPC TXNC     - 2,080,020.      254,640.      MT  (+/- 180 meters Scaled)
 CV0111
 CV0111                          SUPERSEDED SURVEY CONTROL
 CV0111
 CV0111  NGVD 29 (??/??/92)  889.054  (m)         2916.84   (f) ADJ UNCH    2 0
 CV0111
 CV0111.Superseded values are not recommended for survey control.
 CV0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0111.See file dsdata.txt to determine how the superseded data were derived.
 CV0111
 CV0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR664809(NAD 83)
 CV0111_MARKER: DB = BENCH MARK DISK
 CV0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0111_STAMPING: J 1127 1958
 CV0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0111+STABILITY: SURFACE MOTION
 CV0111
 CV0111  HISTORY     - Date     Condition        Report By
 CV0111  HISTORY     - 1958     MONUMENTED       CGS
 CV0111  HISTORY     - 20030103 POOR             TXDOT
 CV0111
 CV0111                          STATION DESCRIPTION
 CV0111
 CV0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0111'23.85 MI NW FROM MIDLAND.
 CV0111'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0111'MIDLAND, THENCE 23.75 MILES NORTHWEST ALONG STATE HIGHWAY 349, ABOUT
 CV0111'1.0 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 176 AND 349, 59
 CV0111'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF THE
 CV0111'SOUTHEAST RIGHT OF WAY FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 CV0111'POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0111'PROJECTING 9 INCHES.
 CV0111
 CV0111                          STATION RECOVERY (2003)
 CV0111
 CV0111'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (JCW)
 CV0111'CONCRETE SETTING FOUND LYING HORIZONTALLY NEAR SOUTHEAST RIGHT-OF-WAY
 CV0111'FENCE OF SH 349. DISK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0721 ***********************************************************************
 CU0721  DESIGNATION -  J 1128
 CU0721  PID         -  CU0721
 CU0721  STATE/COUNTY-  TX/DAWSON
 CU0721  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0721
 CU0721                         *CURRENT SURVEY CONTROL
 CU0721  ___________________________________________________________________
 CU0721* NAD 83(1986)-  32 43 24.     (N)    101 57 30.     (W)     SCALED    
 CU0721* NAVD 88     -       896.034  (meters)    2939.74   (feet)  ADJUSTED  
 CU0721  ___________________________________________________________________
 CU0721  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CU0721  DYNAMIC HT  -         894.837 (meters)    2935.81  (feet)  COMP
 CU0721  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 CU0721
 CU0721  VERT ORDER  -  SECOND    CLASS 0
 CU0721
 CU0721.The horizontal coordinates were scaled from a topographic map and have
 CU0721.an estimated accuracy of +/- 6 seconds.
 CU0721
 CU0721.The orthometric height was determined by differential leveling
 CU0721.and adjusted by the National Geodetic Survey in June 1991..
 CU0721
 CU0721.The geoid height was determined by GEOID03.
 CU0721
 CU0721.The dynamic height is computed by dividing the NAVD 88
 CU0721.geopotential number by the normal gravity value computed on the
 CU0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0721.degrees latitude (g = 980.6199 gals.).
 CU0721
 CU0721.The modeled gravity was interpolated from observed gravity values.
 CU0721
 CU0721;                    North         East    Units  Estimated Accuracy
 CU0721;SPC TXNC     - 2,122,510.      275,900.      MT  (+/- 180 meters Scaled)
 CU0721
 CU0721                          SUPERSEDED SURVEY CONTROL
 CU0721
 CU0721  NGVD 29 (??/??/92)  895.70   (m)         2938.6    (f) COMPUTED    2 0
 CU0721
 CU0721.Superseded values are not recommended for survey control.
 CU0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0721.See file dsdata.txt to determine how the superseded data were derived.
 CU0721
 CU0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB227244(NAD 83)
 CU0721_MARKER: DB = BENCH MARK DISK
 CU0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0721_SP_SET: FOUNDATION
 CU0721_STAMPING: J 1128 1958
 CU0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU0721+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2003
 CU0721
 CU0721  HISTORY     - Date     Condition        Report By
 CU0721  HISTORY     - 1958     MONUMENTED       CGS
 CU0721  HISTORY     - 20030718 GOOD             TXDOT
 CU0721
 CU0721                          STATION DESCRIPTION
 CU0721
 CU0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CU0721'1.05 MI SW FROM LAMESA.
 CU0721'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CU0721'AT LAMESA, THENCE 0.55 MILE SOUTH ALONG STATE HIGHWAY 349, IN THE TOP
 CU0721'OF THE NORTHWEST CORNER OF A 3X3X3-FOOT ABANDONED CONCRETE FOUNDATION
 CU0721'IN THE NOTHWEST CORNER OF THE CITY PARK, 69 FEET EAST OF THE CENTER
 CU0721'LINE OF THE HIGHWAY, 84 FEET NORTHEAST OF THE NORTH END OF A CONCRETE
 CU0721'BRIDGE, 32 FEET EAST OF A TELEPHONE POLE, AND ABOUT LEVEL WITH THE
 CU0721'HIGHWAY.
 CU0721
 CU0721                          STATION RECOVERY (2003)
 CU0721
 CU0721'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CU0721'MARK FOUND AS NOTED WITH THE EXCEPTION THAT THE TELEPHONE POLE HAS
 CU0721'BEEN RELOCATED AND THE MARK NOW SITS UNDER A LARGE ELM TREE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0151 ***********************************************************************
 CD0151  DESIGNATION -  J 1129 RESET 1967
 CD0151  PID         -  CD0151
 CD0151  STATE/COUNTY-  TX/REEVES
 CD0151  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0151
 CD0151                         *CURRENT SURVEY CONTROL
 CD0151  ___________________________________________________________________
 CD0151* NAD 83(1986)-  31 05 09.     (N)    104 02 14.     (W)     SCALED    
 CD0151* NAVD 88     -      1239.47   (+/-2cm)    4066.5    (feet)  VERTCON   
 CD0151  ___________________________________________________________________
 CD0151  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 CD0151
 CD0151  VERT ORDER  -  THIRD (See Below)
 CD0151
 CD0151.The horizontal coordinates were scaled from a topographic map and have
 CD0151.an estimated accuracy of +/- 6 seconds.
 CD0151
 CD0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0151.The vertical order pertains to the NGVD 29 superseded value.
 CD0151
 CD0151.The geoid height was determined by GEOID03.
 CD0151
 CD0151;                    North         East    Units  Estimated Accuracy
 CD0151;SPC TX C     - 3,163,200.      346,690.      MT  (+/- 180 meters Scaled)
 CD0151
 CD0151                          SUPERSEDED SURVEY CONTROL
 CD0151
 CD0151  NGVD 29 (01/29/03) 1239.02   (m)         4065.0    (f) RESET       3  
 CD0151
 CD0151.Superseded values are not recommended for survey control.
 CD0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0151.See file dsdata.txt to determine how the superseded data were derived.
 CD0151
 CD0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ918395(NAD 83)
 CD0151_MARKER: DB = BENCH MARK DISK
 CD0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0151_STAMPING: J 1129 RESET 1967
 CD0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0151+STABILITY: SURFACE MOTION
 CD0151
 CD0151  HISTORY     - Date     Condition        Report By
 CD0151  HISTORY     - 1967     MONUMENTED       CGS
 CD0151
 CD0151                          STATION DESCRIPTION
 CD0151
 CD0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CD0151'11.1 MI FROM KENT.
 CD0151'ABOUT 10.0 MILES EAST ALONG U.S. HIGHWAY 80 FROM KENT TO THE JUNCTION
 CD0151'OF U.S. HIGHWAY 290, THENCE 1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 290
 CD0151'TO SITE OF BENCH MARK, ABOUT 3 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY OF
 CD0151'INTERSTATE HIGHWAY 10, ON THE CREST OF A NORTHEAST BY SOUTHWEST RIDGE,
 CD0151'1 FOOT EAST OF A METAL WITNESS POST.  A C AND GS BENCH MARK DISK SET
 CD0151'IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 CD0151'SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0376 ***********************************************************************
 EN0376  DESIGNATION -  J 1131
 EN0376  PID         -  EN0376
 EN0376  STATE/COUNTY-  TX/RANDALL
 EN0376  USGS QUAD   -  CANYON (1984)
 EN0376
 EN0376                         *CURRENT SURVEY CONTROL
 EN0376  ___________________________________________________________________
 EN0376* NAD 83(1986)-  34 58 58.     (N)    101 55 38.     (W)     SCALED    
 EN0376* NAVD 88     -      1084.851  (meters)    3559.22   (feet)  ADJUSTED  
 EN0376  ___________________________________________________________________
 EN0376  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 EN0376  DYNAMIC HT  -        1083.537 (meters)    3554.90  (feet)  COMP
 EN0376  MODELED GRAV-     979,386.8   (mgal)                       NAVD 88
 EN0376
 EN0376  VERT ORDER  -  FIRST     CLASS II
 EN0376
 EN0376.The horizontal coordinates were scaled from a topographic map and have
 EN0376.an estimated accuracy of +/- 6 seconds.
 EN0376
 EN0376.The orthometric height was determined by differential leveling
 EN0376.and adjusted by the National Geodetic Survey in June 1991..
 EN0376
 EN0376.The geoid height was determined by GEOID03.
 EN0376
 EN0376.The dynamic height is computed by dividing the NAVD 88
 EN0376.geopotential number by the normal gravity value computed on the
 EN0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0376.degrees latitude (g = 980.6199 gals.).
 EN0376
 EN0376.The modeled gravity was interpolated from observed gravity values.
 EN0376
 EN0376;                    North         East    Units  Estimated Accuracy
 EN0376;SPC TX N     - 1,109,110.      160,990.      MT  (+/- 180 meters Scaled)
 EN0376
 EN0376                          SUPERSEDED SURVEY CONTROL
 EN0376
 EN0376  NGVD 29 (??/??/92) 1084.377  (m)         3557.66   (f) ADJ UNCH    1 2
 EN0376
 EN0376.Superseded values are not recommended for survey control.
 EN0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0376.See file dsdata.txt to determine how the superseded data were derived.
 EN0376
 EN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD327750(NAD 83)
 EN0376_MARKER: DB = BENCH MARK DISK
 EN0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0376_STAMPING: J 1131 1958
 EN0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0376+STABILITY: SURFACE MOTION
 EN0376
 EN0376  HISTORY     - Date     Condition        Report By
 EN0376  HISTORY     - 1958     MONUMENTED       CGS
 EN0376  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0376
 EN0376                          STATION DESCRIPTION
 EN0376
 EN0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EN0376'0.4 MI E FROM CANYON.
 EN0376'ABOUT 0.4 MILE EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 EN0376'STATION AT CANYON, 65 FEET WEST OF MILE POST 570, AT THE 15TH STREET
 EN0376'CROSSING, 50 FEET NORTH OF THE NEAR RAIL OF THE MAIN TRACK, 87 FEET
 EN0376'EAST OF THE CENTER LINE OF 15TH STREET, 38 FEET EAST OF THE NORTHEAST
 EN0376'CORNER OF A SMALL CONCRETE BUILDING, 5 FEET WEST OF A TELEPHONE POLE,
 EN0376'ABOUT 1 FOOT BELOW THE TRACK, AND IN THE TOP OF A CONCRETE POST
 EN0376'PROJECTING 6 INCHES.
 EN0376
 EN0376                          STATION RECOVERY (1984)
 EN0376
 EN0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0376'NOTE=THE POST WAS FOUND WITH THE TOP BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0995 ***********************************************************************
 CS0995  DESIGNATION -  J 1134
 CS0995  PID         -  CS0995
 CS0995  STATE/COUNTY-  TX/DALLAS
 CS0995  USGS QUAD   -  IRVING (1981)
 CS0995
 CS0995                         *CURRENT SURVEY CONTROL
 CS0995  ___________________________________________________________________
 CS0995* NAD 83(1986)-  32 46 24.     (N)    096 53 29.     (W)     SCALED    
 CS0995* NAVD 88     -       130.657  (meters)     428.66   (feet)  ADJUSTED  
 CS0995  ___________________________________________________________________
 CS0995  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 CS0995  DYNAMIC HT  -         130.507 (meters)     428.17  (feet)  COMP
 CS0995  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 CS0995
 CS0995  VERT ORDER  -  FIRST     CLASS II
 CS0995
 CS0995.The horizontal coordinates were scaled from a topographic map and have
 CS0995.an estimated accuracy of +/- 6 seconds.
 CS0995
 CS0995.The orthometric height was determined by differential leveling
 CS0995.and adjusted by the National Geodetic Survey in June 1991..
 CS0995
 CS0995.The geoid height was determined by GEOID03.
 CS0995
 CS0995.The dynamic height is computed by dividing the NAVD 88
 CS0995.geopotential number by the normal gravity value computed on the
 CS0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0995.degrees latitude (g = 980.6199 gals.).
 CS0995
 CS0995.The modeled gravity was interpolated from observed gravity values.
 CS0995
 CS0995;                    North         East    Units  Estimated Accuracy
 CS0995;SPC TXNC     - 2,123,870.      750,690.      MT  (+/- 180 meters Scaled)
 CS0995
 CS0995                          SUPERSEDED SURVEY CONTROL
 CS0995
 CS0995  NGVD 29 (??/??/92)  130.673  (m)          428.72   (f) ADJ UNCH    1 2
 CS0995
 CS0995.Superseded values are not recommended for survey control.
 CS0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0995.See file dsdata.txt to determine how the superseded data were derived.
 CS0995
 CS0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB974281(NAD 83)
 CS0995_MARKER: DB = BENCH MARK DISK
 CS0995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0995_SP_SET: ABUTMENT
 CS0995_STAMPING: J 1134 1958
 CS0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0995
 CS0995  HISTORY     - Date     Condition        Report By
 CS0995  HISTORY     - 1958     MONUMENTED       CGS
 CS0995  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0995
 CS0995                          STATION DESCRIPTION
 CS0995
 CS0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CS0995'0.8 MI E FROM EAGLE FORD.
 CS0995'ABOUT 0.8 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS0995'STATION AT EAGLE FORD, 20 POLES WEST OF MILEPOST 219, IN THE TOP OF
 CS0995'THE SOUTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE, 18 1/2 FEET
 CS0995'SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACKS, 5 1/2 FEET SOUTH OF
 CS0995'THE SOUTH RAIL OF A SIDE TRACK, AND ABOUT LEVEL WITH THE TRACKS.
 CS0995
 CS0995                          STATION RECOVERY (1986)
 CS0995
 CS0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2484 ***********************************************************************
 AW2484  DESIGNATION -  J 1135
 AW2484  PID         -  AW2484
 AW2484  STATE/COUNTY-  TX/JEFFERSON
 AW2484  USGS QUAD   -  PORT ACRES (1993)
 AW2484
 AW2484                         *CURRENT SURVEY CONTROL
 AW2484  ___________________________________________________________________
 AW2484* NAD 83(1986)-  29 56 04.     (N)    094 01 44.     (W)     SCALED    
 AW2484* NAVD 88     -         2.75   (+/-2cm)       9.0    (feet)  VERTCON   
 AW2484  ___________________________________________________________________
 AW2484  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2484
 AW2484  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2484
 AW2484.The horizontal coordinates were scaled from a topographic map and have
 AW2484.an estimated accuracy of +/- 6 seconds.
 AW2484
 AW2484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2484.The vertical order pertains to the NGVD 29 superseded value.
 AW2484
 AW2484.The geoid height was determined by GEOID03.
 AW2484
 AW2484;                    North         East    Units  Estimated Accuracy
 AW2484;SPC TXSC     - 4,243,060.    1,079,780.      MT  (+/- 180 meters Scaled)
 AW2484
 AW2484                          SUPERSEDED SURVEY CONTROL
 AW2484
 AW2484  NGVD 29 (??/??/92)    2.738  (m)            8.98   (f) ADJ UNCH    1 2
 AW2484
 AW2484.Superseded values are not recommended for survey control.
 AW2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2484.See file dsdata.txt to determine how the superseded data were derived.
 AW2484
 AW2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP006119(NAD 83)
 AW2484_MARKER: DB = BENCH MARK DISK
 AW2484_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2484_SP_SET: 48 FT.
 AW2484_STAMPING: J 1135 1958
 AW2484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2484
 AW2484  HISTORY     - Date     Condition        Report By
 AW2484  HISTORY     - 1958     MONUMENTED       CGS
 AW2484  HISTORY     - 1959     GOOD             NGS
 AW2484  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2484  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 AW2484  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AW2484  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2484  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 AW2484
 AW2484                          STATION DESCRIPTION
 AW2484
 AW2484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2484'3.4 MI NW FROM PORT ACRES.
 AW2484'ABOUT 0.6 MILE EAST ALONG 5TH STREET FROM THE HIGH SCHOOL AT PORT
 AW2484'ACRES, THENCE ABOUT 2.8 MILES NORTHWEST ALONG THE TEXAS AND NEW
 AW2484'ORLEANS RAILROAD, 3 POLES SOUTHEAST OF MILEPOST 19, 107 FEET NORTHEAST
 AW2484'OF THE NORTHEAST RAIL, 62 FEET SOUTHEAST OF POWER POLE 114-120, 2 FEET
 AW2484'SOUTHWEST OF A FENCE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST,
 AW2484'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A
 AW2484'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET AND
 AW2484'IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 AW2484
 AW2484                          STATION RECOVERY (1990)
 AW2484
 AW2484'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMG)
 AW2484'MARK NOT FOUND.
 AW2484
 AW2484                          STATION RECOVERY (1995)
 AW2484
 AW2484'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2484'MARK NOT FOUND.
 AW2484
 AW2484                          STATION RECOVERY (2000)
 AW2484
 AW2484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW2484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2484
 AW2484                          STATION RECOVERY (2001)
 AW2484
 AW2484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2484
 AW2484                          STATION RECOVERY (2002)
 AW2484
 AW2484'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1674 ***********************************************************************
 AW1674  DESIGNATION -  J 1136
 AW1674  PID         -  AW1674
 AW1674  STATE/COUNTY-  TX/CHAMBERS
 AW1674  USGS QUAD   -  OYSTER BAYOU (1994)
 AW1674
 AW1674                         *CURRENT SURVEY CONTROL
 AW1674  ___________________________________________________________________
 AW1674* NAD 83(1986)-  29 41 07.     (N)    094 37 30.     (W)     SCALED    
 AW1674* NAVD 88     -         3.30   (+/-2cm)      10.8    (feet)  VERTCON   
 AW1674  ___________________________________________________________________
 AW1674  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW1674
 AW1674  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1674
 AW1674.The horizontal coordinates were scaled from a topographic map and have
 AW1674.an estimated accuracy of +/- 6 seconds.
 AW1674
 AW1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1674.The vertical order pertains to the NGVD 29 superseded value.
 AW1674
 AW1674.The geoid height was determined by GEOID03.
 AW1674
 AW1674;                    North         East    Units  Estimated Accuracy
 AW1674;SPC TXSC     - 4,213,160.    1,023,300.      MT  (+/- 180 meters Scaled)
 AW1674
 AW1674                          SUPERSEDED SURVEY CONTROL
 AW1674
 AW1674  NGVD 29 (??/??/92)    3.301  (m)           10.83   (f) ADJ UNCH    1 2
 AW1674
 AW1674.Superseded values are not recommended for survey control.
 AW1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1674.See file dsdata.txt to determine how the superseded data were derived.
 AW1674
 AW1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN427850(NAD 83)
 AW1674_MARKER: DB = BENCH MARK DISK
 AW1674_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1674_SP_SET: 48 FEET
 AW1674_STAMPING: J 1136 1959
 AW1674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1674
 AW1674  HISTORY     - Date     Condition        Report By
 AW1674  HISTORY     - 1959     MONUMENTED       CGS
 AW1674  HISTORY     - 1973     GOOD             NGS
 AW1674  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1674  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW1674  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1674  HISTORY     - 20040310 MARK NOT FOUND   USPSQD
 AW1674  HISTORY     - 20050315 MARK NOT FOUND   USPSQD
 AW1674
 AW1674                          STATION DESCRIPTION
 AW1674
 AW1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1674'9.95 MI SE FROM ANAHUAC.
 AW1674'ABOUT 6.8 MILES SOUTH ALONG FARM ROAD 563 FROM THE JUNCTION OF STATE
 AW1674'HIGHWAY 61 AT ANAHUAC, THENCE 3.15 MILES EAST ALONG A PAVED ROAD,
 AW1674'ABOUT 0.75 MILE EAST OF THE NEW DOUBLE BAYOU SCHOOL, 46 FEET NORTHEAST
 AW1674'OF THE CENTER LINE OF FARM ROAD 562, 39 FEET NORTHWEST OF THE EXTENDED
 AW1674'CENTER LINE OF THE PAVED ROAD, 35 FEET SOUTHEAST OF THE CENTER LINE OF
 AW1674'A PRIVATE DRIVEWAY LEADING NORTHEAST TO A VACANT HOUSE, 3 1/2 FEET
 AW1674'SOUTHEAST OF A TELEPHONE POLE, 1/2 FOOT SOUTHEAST OF A 6 INCH
 AW1674'HACKBERRY TREE BEARING A WITNESS SIGN, 1 FOOT BELOW THE LEVEL OF THE
 AW1674'ROAD AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD 1 INCH
 AW1674'BELOW THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH PIPE THAT
 AW1674'PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN
 AW1674'TO A DEPTH OF 48 FEET.
 AW1674
 AW1674                          STATION RECOVERY (1978)
 AW1674
 AW1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1674'NOT RECOVERED, NEW WATER LINE HAS BEEN INSTALLED WHERE BENCH MARK WAS.
 AW1674
 AW1674                          STATION RECOVERY (1997)
 AW1674
 AW1674'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1674'MARK NOT FOUND.
 AW1674
 AW1674                          STATION RECOVERY (2001)
 AW1674
 AW1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1674'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1674
 AW1674                          STATION RECOVERY (2004)
 AW1674
 AW1674'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1674'MARK NOT FOUND.
 AW1674
 AW1674                          STATION RECOVERY (2005)
 AW1674
 AW1674'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0665 ***********************************************************************
 AW0665  DESIGNATION -  J 1137
 AW0665  PID         -  AW0665
 AW0665  STATE/COUNTY-  TX/GALVESTON
 AW0665  USGS QUAD   -  LAKE COMO (1994)
 AW0665
 AW0665                         *CURRENT SURVEY CONTROL
 AW0665  ___________________________________________________________________
 AW0665* NAD 83(1986)-  29 13 08.     (N)    094 54 29.     (W)     SCALED    
 AW0665* NAVD 88     -         2.14   (+/-2cm)       7.0    (feet)  VERTCON   
 AW0665  ___________________________________________________________________
 AW0665  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0665
 AW0665  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0665
 AW0665.The horizontal coordinates were scaled from a topographic map and have
 AW0665.an estimated accuracy of +/- 6 seconds.
 AW0665
 AW0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0665.The vertical order pertains to the NGVD 29 superseded value.
 AW0665
 AW0665.The geoid height was determined by GEOID03.
 AW0665
 AW0665;                    North         East    Units  Estimated Accuracy
 AW0665;SPC TXSC     - 4,160,520.      997,740.      MT  (+/- 180 meters Scaled)
 AW0665
 AW0665                          SUPERSEDED SURVEY CONTROL
 AW0665
 AW0665  NGVD 29 (??/??/92)    2.136  (m)            7.01   (f) ADJ UNCH    1 2
 AW0665
 AW0665.Superseded values are not recommended for survey control.
 AW0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0665.See file dsdata.txt to determine how the superseded data were derived.
 AW0665
 AW0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN145337(NAD 83)
 AW0665_MARKER: DB = BENCH MARK DISK
 AW0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0665_STAMPING: J 1137 1958
 AW0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0665+STABILITY: SURFACE MOTION
 AW0665
 AW0665  HISTORY     - Date     Condition        Report By
 AW0665  HISTORY     - 1958     MONUMENTED       CGS
 AW0665  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0665  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0665  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0665  HISTORY     - 19890531 MARK NOT FOUND   USPSQD
 AW0665
 AW0665                          STATION DESCRIPTION
 AW0665
 AW0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AW0665'8.7 MI SW FROM GALVESTON.
 AW0665'ABOUT 3.7 MILES SOUTHWEST ALONG THE SEA WALL BOULEVARD FROM THE
 AW0665'BUCCANEER HOTEL AT GALVESTON, THENCE ABOUT 5.0 MILES SOUTHWEST ALONG
 AW0665'THE BEACH, ABOUT 0.3 MILE EAST OF A LARGE CLUMP OF BUSHES, ABOUT 0.25
 AW0665'MILE SOUTHWEST OF A SMALLER CLUMP OF BUSHES, 81 FEET NORTHWEST OF THE
 AW0665'HIGH WATER LINE, 50 1/2 FEET NORTHWEST OF A FENCE, IN LINE WITH AN OLD
 AW0665'FENCE, 3 1/2 FEET NORTHEAST OF A BRACED POST IN AN OLD FENCE LINE, 1
 AW0665'FOOT SOUTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE
 AW0665'POST PROJECTING 1 FOOT.
 AW0665
 AW0665                          STATION RECOVERY (1964)
 AW0665
 AW0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0665'MARK NOT FOUND.
 AW0665
 AW0665                          STATION RECOVERY (1978)
 AW0665
 AW0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0665'NOT RECOVERED.
 AW0665
 AW0665                          STATION RECOVERY (1987)
 AW0665
 AW0665'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0665'MARK NOT FOUND.
 AW0665
 AW0665                          STATION RECOVERY (1989)
 AW0665
 AW0665'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1659 ***********************************************************************
 AW1659  DESIGNATION -  J 1138
 AW1659  PID         -  AW1659
 AW1659  STATE/COUNTY-  TX/HARRIS
 AW1659  USGS QUAD   -  LEAGUE CITY (1995)
 AW1659
 AW1659                         *CURRENT SURVEY CONTROL
 AW1659  ___________________________________________________________________
 AW1659* NAD 83(1986)-  29 33 50.     (N)    095 01 33.     (W)     SCALED    
 AW1659* NAVD 88     -         3.65   (+/-2cm)      12.0    (feet)  VERTCON   
 AW1659  ___________________________________________________________________
 AW1659  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1659
 AW1659  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1659
 AW1659.The horizontal coordinates were scaled from a topographic map and have
 AW1659.an estimated accuracy of +/- 6 seconds.
 AW1659
 AW1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1659.The vertical order pertains to the NGVD 29 superseded value.
 AW1659
 AW1659.The geoid height was determined by GEOID03.
 AW1659
 AW1659;                    North         East    Units  Estimated Accuracy
 AW1659;SPC TXSC     - 4,198,330.      984,990.      MT  (+/- 180 meters Scaled)
 AW1659
 AW1659                          SUPERSEDED SURVEY CONTROL
 AW1659
 AW1659  NGVD 29 (??/??/92)    3.652  (m)           11.98   (f) ADJ UNCH    1 2
 AW1659
 AW1659.Superseded values are not recommended for survey control.
 AW1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1659.See file dsdata.txt to determine how the superseded data were derived.
 AW1659
 AW1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN037721(NAD 83)
 AW1659_MARKER: DB = BENCH MARK DISK
 AW1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1659_STAMPING: J 1138 1958
 AW1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1659+STABILITY: SURFACE MOTION
 AW1659
 AW1659  HISTORY     - Date     Condition        Report By
 AW1659  HISTORY     - 1958     MONUMENTED       CGS
 AW1659  HISTORY     - 1964     GOOD             NGS
 AW1659  HISTORY     - 1964     GOOD             NGS
 AW1659  HISTORY     - 1964     GOOD             NGS
 AW1659  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1659  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1659  HISTORY     - 19940911 MARK NOT FOUND   USPSQD
 AW1659  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 AW1659  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1659
 AW1659                          STATION DESCRIPTION
 AW1659
 AW1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1659'0.15 MI N FROM SEABROOK.
 AW1659'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 146 FROM THE FIRST METHODIST
 AW1659'CHURCH AT SEABROOK, OR 1.55 MILES NORTH ALONG STATE HIGHWAY 146 FROM
 AW1659'THE POST OFFICE AT KEMAH, 336 FEET WEST OF THE CENTER OF THE JUNCTION
 AW1659'OF THE HIGHWAY AND FARM ROAD 528, 232 FEET SOUTHEAST OF THE EAST LEG
 AW1659'OF A PYLON, 108 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 AW1659'TEXAS AND NEW ORLEANS RAILROAD, 61 FEET SOUTHWEST OF A PIPELINE MARKER
 AW1659'FOR THE SEADRIFT PIPELINE COMPANY, 36 FEET NORTHWEST OF THE CENTER
 AW1659'LINE OF FARM ROAD 528, 22 1/2 FEET SOUTHEAST OF A LONE 13-INCH CEDAR
 AW1659'TREE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP
 AW1659'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW1659
 AW1659                          STATION RECOVERY (1964)
 AW1659
 AW1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1659'RECOVERED IN GOOD CONDITION.
 AW1659
 AW1659                          STATION RECOVERY (1964)
 AW1659
 AW1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW1659'THE BENCH MARK WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL
 AW1659'DESCRIPTION IS ADEQUATE FOR RECOVERY, EXCEPT FOR THE YARD FENCE. IT
 AW1659'HAS BEEN TORE DOWN. THE MARK IS NOW FLUSH WITH THE SURFACE OF THE
 AW1659'GROUND.
 AW1659
 AW1659                          STATION RECOVERY (1978)
 AW1659
 AW1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1659'NOT RECOVERED.
 AW1659
 AW1659                          STATION RECOVERY (1987)
 AW1659
 AW1659'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1659'MARK NOT FOUND.
 AW1659
 AW1659                          STATION RECOVERY (1994)
 AW1659
 AW1659'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1659'MARK NOT FOUND.
 AW1659
 AW1659                          STATION RECOVERY (2001)
 AW1659
 AW1659'RECOVERY NOTE BY US POWER SQUADRON 2001 (ALW)
 AW1659'MARK NOT FOUND.
 AW1659
 AW1659                          STATION RECOVERY (2001)
 AW1659
 AW1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1659'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3151 ***********************************************************************
 AW3151  DESIGNATION -  J 1140
 AW3151  PID         -  AW3151
 AW3151  STATE/COUNTY-  TX/LIBERTY
 AW3151  USGS QUAD   -  WHITES BAYOU (1994)
 AW3151
 AW3151                         *CURRENT SURVEY CONTROL
 AW3151  ___________________________________________________________________
 AW3151* NAD 83(1986)-  29 55 49.     (N)    094 31 57.     (W)     SCALED    
 AW3151* NAVD 88     -        13.14   (+/-2cm)      43.1    (feet)  VERTCON   
 AW3151  ___________________________________________________________________
 AW3151  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW3151
 AW3151  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3151
 AW3151.The horizontal coordinates were scaled from a topographic map and have
 AW3151.an estimated accuracy of +/- 6 seconds.
 AW3151
 AW3151.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3151.The vertical order pertains to the NGVD 29 superseded value.
 AW3151
 AW3151.The geoid height was determined by GEOID03.
 AW3151
 AW3151;                    North         East    Units  Estimated Accuracy
 AW3151;SPC TX C     - 3,043,830.    1,259,870.      MT  (+/- 180 meters Scaled)
 AW3151
 AW3151                          SUPERSEDED SURVEY CONTROL
 AW3151
 AW3151  NGVD 29 (??/??/92)   13.146  (m)           43.13   (f) ADJ UNCH    1 2
 AW3151
 AW3151.Superseded values are not recommended for survey control.
 AW3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3151.See file dsdata.txt to determine how the superseded data were derived.
 AW3151
 AW3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP520120(NAD 83)
 AW3151_MARKER: DB = BENCH MARK DISK
 AW3151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3151_STAMPING: J 1140 1959
 AW3151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3151+STABILITY: SURFACE MOTION
 AW3151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3151+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3151
 AW3151  HISTORY     - Date     Condition        Report By
 AW3151  HISTORY     - 1959     MONUMENTED       CGS
 AW3151  HISTORY     - 20060121 GOOD             USPSQD
 AW3151
 AW3151                          STATION DESCRIPTION
 AW3151
 AW3151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3151'10.5 MI SW FROM FELICIA.
 AW3151'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE D. H. WILLIS RICE
 AW3151'DRIER MILL AT FELICIA, THENCE ABOUT 1.5 MILES SOUTH ALONG FARM ROAD
 AW3151'1009, THENCE ABOUT 2.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 AW3151'ABOUT 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE ABOUT 0.65
 AW3151'MILE WEST ALONG A GRADED DIRT ROAD, THENCE ABOUT 1.75 MILE SOUTHEAST
 AW3151'ALONG A GRADED DIRT ROAD, ABOUT 0.3 MILE EAST OF A SHEET METAL
 AW3151'BUILDING, ABOUT 0.2 MILE WEST OF A CATTLE GUARD, 43 FEET NORTH OF THE
 AW3151'CENTER LINE OF THE ROAD, 49 FEET EAST OF A POWER POLE, 34 FEET WEST OF
 AW3151'THE CENTER LINE OF A FIELD ROAD, 1.0 FOOT NORTH OF A METAL WITNESS
 AW3151'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 AW3151'PROJECTING 5 INCHES.
 AW3151
 AW3151                          STATION RECOVERY (2006)
 AW3151
 AW3151'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3151'FOUND AS DESCRIBED. WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1267 ***********************************************************************
 AN1267  DESIGNATION -  J 1141
 AN1267  PID         -  AN1267
 AN1267  STATE/COUNTY-  TX/SAN PATRICIO
 AN1267  USGS QUAD   -  SINTON WEST (1979)
 AN1267
 AN1267                         *CURRENT SURVEY CONTROL
 AN1267  ___________________________________________________________________
 AN1267* NAD 83(1986)-  28 02 02.     (N)    097 30 17.     (W)     SCALED    
 AN1267* NAVD 88     -        15.078  (meters)      49.47   (feet)  ADJUSTED  
 AN1267  ___________________________________________________________________
 AN1267  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1267  DYNAMIC HT  -          15.055 (meters)      49.39  (feet)  COMP
 AN1267  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 AN1267
 AN1267  VERT ORDER  -  FIRST     CLASS I
 AN1267
 AN1267.The horizontal coordinates were scaled from a topographic map and have
 AN1267.an estimated accuracy of +/- 6 seconds.
 AN1267
 AN1267.The orthometric height was determined by differential leveling
 AN1267.and adjusted by the National Geodetic Survey in June 1991..
 AN1267
 AN1267.The geoid height was determined by GEOID03.
 AN1267
 AN1267.The dynamic height is computed by dividing the NAVD 88
 AN1267.geopotential number by the normal gravity value computed on the
 AN1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1267.degrees latitude (g = 980.6199 gals.).
 AN1267
 AN1267.The modeled gravity was interpolated from observed gravity values.
 AN1267
 AN1267;                    North         East    Units  Estimated Accuracy
 AN1267;SPC TX S     - 5,262,670.      397,870.      MT  (+/- 180 meters Scaled)
 AN1267
 AN1267                          SUPERSEDED SURVEY CONTROL
 AN1267
 AN1267  NGVD 29 (??/??/92)   15.257  (m)           50.06   (f) ADJ UNCH    1 1
 AN1267
 AN1267.Superseded values are not recommended for survey control.
 AN1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1267.See file dsdata.txt to determine how the superseded data were derived.
 AN1267
 AN1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS469018(NAD 83)
 AN1267_MARKER: DB = BENCH MARK DISK
 AN1267_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AN1267+WITH SETTING: PAVEMENT
 AN1267_SP_SET: WATER TANK BASE
 AN1267_STAMPING: J 1141 1959
 AN1267_MARK LOGO: CGS   
 AN1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1267+STABILITY: SURFACE MOTION
 AN1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1267+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 AN1267
 AN1267  HISTORY     - Date     Condition        Report By
 AN1267  HISTORY     - 1959     MONUMENTED       CGS
 AN1267  HISTORY     - 1978     GOOD             NGS
 AN1267  HISTORY     - 1981     GOOD             NGS
 AN1267  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AN1267  HISTORY     - 19970210 GOOD             NGS
 AN1267
 AN1267                          STATION DESCRIPTION
 AN1267
 AN1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN1267'0.25 MI SE FROM SINTON.
 AN1267'ABOUT 0.25 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AN1267'FROM THE CROSSING OF THE ST. LOUIS, BROWNVILLE AND MEXICO RAILROAD AT
 AN1267'SINTON, 127 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 AN1267'179 FEET SOUTH OF MILEPOST 123, IN THE TOP OF THE NORTH CORNER OF THE
 AN1267'CONCRETE BASE OF THE NORTH LEG OF THE CITY WATER TANK, AND ABOUT 2
 AN1267'FEET BELOW THE LEVEL OF THE TRACKS.
 AN1267
 AN1267                          STATION RECOVERY (1978)
 AN1267
 AN1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1267'RECOVERED IN GOOD CONDITION.
 AN1267
 AN1267                          STATION RECOVERY (1981)
 AN1267
 AN1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1267'RECOVERED IN GOOD CONDITION.
 AN1267
 AN1267                          STATION RECOVERY (1995)
 AN1267
 AN1267'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1267'MARK NOT FOUND.
 AN1267
 AN1267                          STATION RECOVERY (1997)
 AN1267
 AN1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1267'IN SINTON, AT THE INTERSECTION OF SODVILLE AVENUE AND FIRST STREET,
 AN1267'NEAR THE NORTH EDGE OF THE CONCRETE FOOTING FOR THE NORTH LEG OF THE
 AN1267'MUNICIPAL WATER TANK, ON THE EXTENDED STREET CENTER, 33.7 M (110.6 FT)
 AN1267'EAST OF THE AVENUE CENTERLINE, 15.0 M (49.2 FT) SOUTHWEST OF THE
 AN1267'CENTER OF RAILROAD AVENUE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AN1267'AVENUE, AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0153 ***********************************************************************
 AH0153  DESIGNATION -  J 1142
 AH0153  PID         -  AH0153
 AH0153  STATE/COUNTY-  TX/SAN PATRICIO
 AH0153  USGS QUAD   -  ARANSAS PASS (1975)
 AH0153
 AH0153                         *CURRENT SURVEY CONTROL
 AH0153  ___________________________________________________________________
 AH0153* NAD 83(1986)-  27 52 48.     (N)    097 12 38.     (W)     SCALED    
 AH0153* NAVD 88     -         4.502  (meters)      14.77   (feet)  ADJUSTED  
 AH0153  ___________________________________________________________________
 AH0153  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0153  DYNAMIC HT  -           4.496 (meters)      14.75  (feet)  COMP
 AH0153  MODELED GRAV-     979,140.0   (mgal)                       NAVD 88
 AH0153
 AH0153  VERT ORDER  -  FIRST     CLASS I
 AH0153
 AH0153.The horizontal coordinates were scaled from a topographic map and have
 AH0153.an estimated accuracy of +/- 6 seconds.
 AH0153
 AH0153.The orthometric height was determined by differential leveling
 AH0153.and adjusted by the National Geodetic Survey in June 1991..
 AH0153.WARNING-Repeat measurements at this control monument indicate possible
 AH0153.vertical movement.
 AH0153
 AH0153.The geoid height was determined by GEOID03.
 AH0153
 AH0153.The dynamic height is computed by dividing the NAVD 88
 AH0153.geopotential number by the normal gravity value computed on the
 AH0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0153.degrees latitude (g = 980.6199 gals.).
 AH0153
 AH0153.The modeled gravity was interpolated from observed gravity values.
 AH0153
 AH0153;                    North         East    Units  Estimated Accuracy
 AH0153;SPC TX S     - 5,245,880.      426,970.      MT  (+/- 180 meters Scaled)
 AH0153
 AH0153                          SUPERSEDED SURVEY CONTROL
 AH0153
 AH0153  NGVD 29 (??/??/92)    4.680  (m)           15.35   (f) ADJ UNCH    1 1
 AH0153
 AH0153.Superseded values are not recommended for survey control.
 AH0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0153.See file dsdata.txt to determine how the superseded data were derived.
 AH0153
 AH0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR761851(NAD 83)
 AH0153_MARKER: DB = BENCH MARK DISK
 AH0153_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH0153_SP_SET: 32 FT
 AH0153_STAMPING: J 1142 1959
 AH0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0153
 AH0153  HISTORY     - Date     Condition        Report By
 AH0153  HISTORY     - 1959     MONUMENTED       CGS
 AH0153  HISTORY     - 1977     GOOD             NGS
 AH0153  HISTORY     - 1978     GOOD             NGS
 AH0153  HISTORY     - 1984     GOOD             USPSQD
 AH0153  HISTORY     - 1989     GOOD             USPSQD
 AH0153  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0153
 AH0153                          STATION DESCRIPTION
 AH0153
 AH0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AH0153'IN INGLESIDE.
 AH0153'ABOUT 200 FEET NORTH OF THE POSTOFFICE AT INGLESIDE, 24 1/2 FEET SOUTH
 AH0153'OF THE SOUTH RAIL OF THE MAIN TRACK OF THE TEXAS AND NEW ORLEANS
 AH0153'RAILROAD, 123 FEET WEST OF THE CENTER OF THE CROSSING, 106 FEET NORTH
 AH0153'OF THE CENTER LINE OF FARM ROAD 632, 5 FEET NORTH OF A TELEPHONE POLE,
 AH0153'1.3 FEET EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE TRACKS
 AH0153'AND ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 AH0153'DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED IN A 6-INCH TILE
 AH0153'PROJECTING 8 INCHES.
 AH0153
 AH0153                          STATION RECOVERY (1977)
 AH0153
 AH0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0153'RECOVERED IN GOOD CONDITION.
 AH0153
 AH0153                          STATION RECOVERY (1978)
 AH0153
 AH0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0153'LOCATED AT A RAILROAD CROSSING AT THE JUNCTION OF MAIN STREET, OLD
 AH0153'FARM ROAD 632 AND FARM ROAD 1069, 123 FEET WEST OF CENTER OF THE
 AH0153'RAILROAD CROSSING, 106 FEET NORTH OF CENTERLINE OF MAIN STREET AND
 AH0153'24 FEET SOUTH OF THE SOUTH RAIL.
 AH0153
 AH0153                          STATION RECOVERY (1984)
 AH0153
 AH0153'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0153'RECOVERED IN GOOD CONDITION.
 AH0153
 AH0153                          STATION RECOVERY (1989)
 AH0153
 AH0153'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AH0153'RECOVERED IN GOOD CONDITION.
 AH0153
 AH0153                          STATION RECOVERY (1989)
 AH0153
 AH0153'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0086 ***********************************************************************
 AW0086  DESIGNATION -  J 1143
 AW0086  PID         -  AW0086
 AW0086  STATE/COUNTY-  TX/BRAZORIA
 AW0086  USGS QUAD   -  LAKE JACKSON (1974)
 AW0086
 AW0086                         *CURRENT SURVEY CONTROL
 AW0086  ___________________________________________________________________
 AW0086* NAD 83(1986)-  29 05 00.     (N)    095 25 42.     (W)     SCALED    
 AW0086* NAVD 88     -         4.55   (+/-2cm)      14.9    (feet)  VERTCON   
 AW0086  ___________________________________________________________________
 AW0086  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0086
 AW0086  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0086
 AW0086.The horizontal coordinates were scaled from a topographic map and have
 AW0086.an estimated accuracy of +/- 6 seconds.
 AW0086
 AW0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0086.The vertical order pertains to the NGVD 29 superseded value.
 AW0086
 AW0086.The geoid height was determined by GEOID03.
 AW0086
 AW0086;                    North         East    Units  Estimated Accuracy
 AW0086;SPC TXSC     - 4,143,840.      947,640.      MT  (+/- 180 meters Scaled)
 AW0086
 AW0086                          SUPERSEDED SURVEY CONTROL
 AW0086
 AW0086  NGVD 29 (??/??/92)    4.564  (m)           14.97   (f) ADJ UNCH    1 1
 AW0086
 AW0086.Superseded values are not recommended for survey control.
 AW0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0086.See file dsdata.txt to determine how the superseded data were derived.
 AW0086
 AW0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN636196(NAD 83)
 AW0086_MARKER: DB = BENCH MARK DISK
 AW0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0086_STAMPING: J 1143 1959
 AW0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0086+STABILITY: SURFACE MOTION
 AW0086
 AW0086  HISTORY     - Date     Condition        Report By
 AW0086  HISTORY     - 1959     MONUMENTED       CGS
 AW0086  HISTORY     - 1973     GOOD             NGS
 AW0086  HISTORY     - 1978     GOOD             NGS
 AW0086  HISTORY     - 1980     GOOD             LOCSUR
 AW0086  HISTORY     - 1989     GOOD             USPSQD
 AW0086  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0086  HISTORY     - 19980425 GOOD             USPSQD
 AW0086
 AW0086                          STATION DESCRIPTION
 AW0086
 AW0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0086'4.55 MI NW FROM CLUTE.
 AW0086'4.55 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW0086'CROSSING OF MAIN STREET AT CLUTE, 5.2 MILES SOUTH OF ANGLETON, 6-3/4
 AW0086'POLES SOUTH OF MILEPOLE 5, AT THE CROSSING OF A PRIVATE SHELL ROAD,
 AW0086'111.3 FEET WEST AND ACROSS COUNTY ROAD 288 FROM THE WEST RAIL, 38 FEET
 AW0086'WEST OF THE CENTER LINE OF COUNTY ROAD 288, 104 FEET SOUTH OF THE
 AW0086'CENTER LINE OF A DRIVEWAY WEST TO A TRAILER PARK, 116 FEET NORTH OF A
 AW0086'POWER POLE BEARING A TRANSFORMER, 106 FEET SOUTH OF THE EXTENDED
 AW0086'CENTER LINE OF THE SHELL ROAD EAST, 15 FEET NORTH OF A FENCE CORNER
 AW0086'POST, 37.4 FEET EAST OF THE CENTER OF A WELL PUMP MOTOR, ABOUT 3 FEET
 AW0086'LOWER THAN THE TRACK, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 AW0086'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AW0086
 AW0086                          STATION RECOVERY (1978)
 AW0086
 AW0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0086'RECOVERED IN GOOD CONDITION.
 AW0086
 AW0086                          STATION RECOVERY (1980)
 AW0086
 AW0086'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AW0086'RECOVERED IN GOOD CONDITION.
 AW0086
 AW0086                          STATION RECOVERY (1989)
 AW0086
 AW0086'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0086'RECOVERED IN GOOD CONDITION.
 AW0086
 AW0086                          STATION RECOVERY (1990)
 AW0086
 AW0086'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0086'MARK NOT FOUND.
 AW0086
 AW0086                          STATION RECOVERY (1998)
 AW0086
 AW0086'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3229 ***********************************************************************
 AW3229  DESIGNATION -  J 1144
 AW3229  PID         -  AW3229
 AW3229  STATE/COUNTY-  TX/HARRIS
 AW3229  USGS QUAD   -  SETTEGAST (1995)
 AW3229
 AW3229                         *CURRENT SURVEY CONTROL
 AW3229  ___________________________________________________________________
 AW3229* NAD 83(1986)-  29 47 01.     (N)    095 19 30.     (W)     SCALED    
 AW3229* NAVD 88     -        14.45   (+/-2cm)      47.4    (feet)  VERTCON   
 AW3229  ___________________________________________________________________
 AW3229  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW3229
 AW3229  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3229
 AW3229.The horizontal coordinates were scaled from a topographic map and have
 AW3229.an estimated accuracy of +/- 6 seconds.
 AW3229
 AW3229.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3229.The vertical order pertains to the NGVD 29 superseded value.
 AW3229
 AW3229.The geoid height was determined by GEOID03.
 AW3229
 AW3229;                    North         East    Units  Estimated Accuracy
 AW3229;SPC TXSC     - 4,221,730.      955,260.      MT  (+/- 180 meters Scaled)
 AW3229
 AW3229                          SUPERSEDED SURVEY CONTROL
 AW3229
 AW3229  NGVD 29 (??/??/92)   14.448  (m)           47.40   (f) ADJ UNCH    1 2
 AW3229
 AW3229.Superseded values are not recommended for survey control.
 AW3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3229.See file dsdata.txt to determine how the superseded data were derived.
 AW3229
 AW3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN752970(NAD 83)
 AW3229_MARKER: DB = BENCH MARK DISK
 AW3229_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3229_SP_SET: 44 FT.
 AW3229_STAMPING: J 1144 1959
 AW3229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3229
 AW3229  HISTORY     - Date     Condition        Report By
 AW3229  HISTORY     - 1959     MONUMENTED       CGS
 AW3229  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW3229  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW3229
 AW3229                          STATION DESCRIPTION
 AW3229
 AW3229'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3229'3.0 MI NE FROM HOUSTON.
 AW3229'ABOUT 0.45 MILE NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE NEW
 AW3229'HARRIS COUNTY COURTHOUSE AT HOUSTON, THENCE ABOUT 0.1 MILE NORTHEAST
 AW3229'ALONG ROTHWELL STREET, THENCE ABOUT 0.45 MILE EAST ALONG NANCE AVENUE,
 AW3229'THENCE ABOUT 2.0 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS
 AW3229'RAILROAD, ABOUT 0.5 MILE SOUTHWEST OF LOCKWOOD DRIVE OVERPASS, 62 FEET
 AW3229'SOUTHWEST OF THE EXTENDED CENTER LINE OF DAN STREET, 55 1/2 FEET
 AW3229'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 34 1/2 FEET
 AW3229'SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK, 44 FEET NORTHWEST OF
 AW3229'A POWER POLE, 21 1/2 FEET NORTHEAST OF A 12-INCH SWEET GUM TREE, 1.5
 AW3229'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 AW3229'OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 AW3229'DRIVEN TO A DEPTH OF 44 FEET AND IS ENCASED IN A 6-INCH CONCRETE TILE
 AW3229'PROJECTING 7 INCHES.
 AW3229
 AW3229                          STATION RECOVERY (1972)
 AW3229
 AW3229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW3229'MARK NOT FOUND.
 AW3229
 AW3229                          STATION RECOVERY (1996)
 AW3229
 AW3229'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3173 ***********************************************************************
 AW3173  DESIGNATION -  J 1145
 AW3173  PID         -  AW3173
 AW3173  STATE/COUNTY-  TX/CHAMBERS
 AW3173  USGS QUAD   -  MONROE CITY (1994)
 AW3173
 AW3173                         *CURRENT SURVEY CONTROL
 AW3173  ___________________________________________________________________
 AW3173* NAD 83(1986)-  29 51 33.     (N)    094 31 28.     (W)     SCALED    
 AW3173* NAVD 88     -        11.57   (+/-2cm)      38.0    (feet)  VERTCON   
 AW3173  ___________________________________________________________________
 AW3173  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW3173
 AW3173  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3173
 AW3173.The horizontal coordinates were scaled from a topographic map and have
 AW3173.an estimated accuracy of +/- 6 seconds.
 AW3173
 AW3173.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3173.The vertical order pertains to the NGVD 29 superseded value.
 AW3173
 AW3173.The geoid height was determined by GEOID03.
 AW3173
 AW3173;                    North         East    Units  Estimated Accuracy
 AW3173;SPC TXSC     - 4,232,790.    1,032,290.      MT  (+/- 180 meters Scaled)
 AW3173
 AW3173                          SUPERSEDED SURVEY CONTROL
 AW3173
 AW3173  NGVD 29 (??/??/92)   11.572  (m)           37.97   (f) ADJ UNCH    1 2
 AW3173
 AW3173.Superseded values are not recommended for survey control.
 AW3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3173.See file dsdata.txt to determine how the superseded data were derived.
 AW3173
 AW3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP527041(NAD 83)
 AW3173_MARKER: DB = BENCH MARK DISK
 AW3173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3173_SP_SET: BRIDGE CURB
 AW3173_STAMPING: J 1145 1959
 AW3173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3173+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2004
 AW3173
 AW3173  HISTORY     - Date     Condition        Report By
 AW3173  HISTORY     - 1959     MONUMENTED       CGS
 AW3173  HISTORY     - 19961113 GOOD             USPSQD
 AW3173  HISTORY     - 20010331 GOOD             NGS
 AW3173  HISTORY     - 20040220 GOOD             USPSQD
 AW3173
 AW3173                          STATION DESCRIPTION
 AW3173
 AW3173'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3173'6.3 MI E FROM HANKAMER.
 AW3173'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 61 FROM THE NEW GRADE SCHOOL
 AW3173'AT HANKAMER, THENCE ABOUT 6.1 MILES EAST ALONG FARM ROAD 1663, 13 FEET
 AW3173'SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP AND CENTER OF THE
 AW3173'SOUTH CONCRETE CURBING OF A BRIDGE OVER AN IRRIGATION DITCH, AND ABOUT
 AW3173'2 FEET ABOVE THE LEVEL OF THE ROAD.
 AW3173
 AW3173                          STATION RECOVERY (1996)
 AW3173
 AW3173'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3173'RECOVERED IN GOOD CONDITION.
 AW3173
 AW3173                          STATION RECOVERY (2001)
 AW3173
 AW3173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3173'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3173
 AW3173                          STATION RECOVERY (2004)
 AW3173
 AW3173'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1502 ***********************************************************************
 AW1502  DESIGNATION -  J 1146
 AW1502  PID         -  AW1502
 AW1502  STATE/COUNTY-  TX/CHAMBERS
 AW1502  USGS QUAD   -  UMBRELLA POINT (1994)
 AW1502
 AW1502                         *CURRENT SURVEY CONTROL
 AW1502  ___________________________________________________________________
 AW1502* NAD 83(1986)-  29 42 07.     (N)    094 51 53.     (W)     SCALED    
 AW1502* NAVD 88     -         6.29   (+/-2cm)      20.6    (feet)  VERTCON   
 AW1502  ___________________________________________________________________
 AW1502  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW1502
 AW1502  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1502
 AW1502.The horizontal coordinates were scaled from a topographic map and have
 AW1502.an estimated accuracy of +/- 6 seconds.
 AW1502
 AW1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1502.The vertical order pertains to the NGVD 29 superseded value.
 AW1502
 AW1502.The geoid height was determined by GEOID03.
 AW1502
 AW1502;                    North         East    Units  Estimated Accuracy
 AW1502;SPC TXSC     - 4,214,170.    1,000,060.      MT  (+/- 180 meters Scaled)
 AW1502
 AW1502                          SUPERSEDED SURVEY CONTROL
 AW1502
 AW1502  NGVD 29 (??/??/92)    6.292  (m)           20.64   (f) ADJ UNCH    1 2
 AW1502
 AW1502.Superseded values are not recommended for survey control.
 AW1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1502.See file dsdata.txt to determine how the superseded data were derived.
 AW1502
 AW1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN196872(NAD 83)
 AW1502_MARKER: DB = BENCH MARK DISK
 AW1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1502_STAMPING: J 1146 1959
 AW1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1502+STABILITY: SURFACE MOTION
 AW1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1502+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW1502
 AW1502  HISTORY     - Date     Condition        Report By
 AW1502  HISTORY     - 1959     MONUMENTED       CGS
 AW1502  HISTORY     - 1973     GOOD             NGS
 AW1502  HISTORY     - 1978     GOOD             NGS
 AW1502  HISTORY     - 1988     GOOD             USPSQD
 AW1502  HISTORY     - 1988     GOOD             USPSQD
 AW1502  HISTORY     - 1990     GOOD             USPSQD
 AW1502  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1502  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW1502  HISTORY     - 20050206 GOOD             USPSQD
 AW1502
 AW1502                          STATION DESCRIPTION
 AW1502
 AW1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1502'11.4 MI SW FROM COVE.
 AW1502'ABOUT 5.15 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE I-10 OVERPASS
 AW1502'AT COVE, THENCE 6.25 MILES SOUTH ALONG FARM ROAD 2354, ABOUT 60 FEET
 AW1502'SOUTHEAST OF THE CENTER LINE OF FARM ROAD 2354, 147 FEET SOUTHWEST OF
 AW1502'AND ACROSS FROM A SHELL ROAD FROM AN UNDERGROUND TELEPHONE CABLE BOX,
 AW1502'143 FEET NORTHEAST OF A WHITE BRICK CORNER POST IN A BRICK AND CHAIN
 AW1502'LINK FENCE, 75 FEET SOUTH OF THE CENTER LINE OF A SHELL ROAD, 0.4 FOOT
 AW1502'NORTHEAST OF A FENCE, 1.8 FEET SOUTHEAST OF A METAL WITNESS POST,
 AW1502'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AW1502'PROJECTING 5 INCHES.
 AW1502
 AW1502                          STATION RECOVERY (1978)
 AW1502
 AW1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1502'RECOVERED IN GOOD CONDITION.
 AW1502
 AW1502                          STATION RECOVERY (1988)
 AW1502
 AW1502'RECOVERY NOTE BY US POWER SQUADRON 1988 (KK)
 AW1502'RECOVERED IN GOOD CONDITION.
 AW1502
 AW1502                          STATION RECOVERY (1988)
 AW1502
 AW1502'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1502'RECOVERED IN GOOD CONDITION.
 AW1502
 AW1502                          STATION RECOVERY (1990)
 AW1502
 AW1502'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW1502'RECOVERED IN GOOD CONDITION.
 AW1502
 AW1502                          STATION RECOVERY (2001)
 AW1502
 AW1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1502'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1502
 AW1502                          STATION RECOVERY (2004)
 AW1502
 AW1502'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1502'MARK NOT FOUND.
 AW1502
 AW1502                          STATION RECOVERY (2005)
 AW1502
 AW1502'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0382 ***********************************************************************
 AW0382  DESIGNATION -  J 1148
 AW0382  PID         -  AW0382
 AW0382  STATE/COUNTY-  TX/HARRIS
 AW0382  USGS QUAD   -  JACINTO CITY (1982)
 AW0382
 AW0382                         *CURRENT SURVEY CONTROL
 AW0382  ___________________________________________________________________
 AW0382* NAD 83(1986)-  29 50 09.     (N)    095 12 13.     (W)     SCALED    
 AW0382* NAVD 88     -        11.339  (meters)      37.20   (feet)  ADJUSTED  
 AW0382  ___________________________________________________________________
 AW0382  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0382  DYNAMIC HT  -          11.323 (meters)      37.15  (feet)  COMP
 AW0382  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 AW0382
 AW0382  VERT ORDER  -  FIRST     CLASS I
 AW0382
 AW0382.The horizontal coordinates were scaled from a topographic map and have
 AW0382.an estimated accuracy of +/- 6 seconds.
 AW0382
 AW0382.The orthometric height was determined by differential leveling
 AW0382.and adjusted by the National Geodetic Survey in June 1991..
 AW0382
 AW0382.The geoid height was determined by GEOID03.
 AW0382
 AW0382.The dynamic height is computed by dividing the NAVD 88
 AW0382.geopotential number by the normal gravity value computed on the
 AW0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0382.degrees latitude (g = 980.6199 gals.).
 AW0382
 AW0382.The modeled gravity was interpolated from observed gravity values.
 AW0382
 AW0382;                    North         East    Units  Estimated Accuracy
 AW0382;SPC TXSC     - 4,227,890.      966,800.      MT  (+/- 180 meters Scaled)
 AW0382
 AW0382                          SUPERSEDED SURVEY CONTROL
 AW0382
 AW0382  NGVD 29 (12/23/87)   11.337  (m)           37.19   (f) ADJUSTED    1 1
 AW0382
 AW0382.Superseded values are not recommended for survey control.
 AW0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0382.See file dsdata.txt to determine how the superseded data were derived.
 AW0382
 AW0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP870026(NAD 83)
 AW0382_MARKER: DB = BENCH MARK DISK
 AW0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0382_SP_SET: CONCRETE POST
 AW0382_STAMPING: J 1148 1959
 AW0382_MARK LOGO: CGS   
 AW0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0382+STABILITY: SURFACE MOTION
 AW0382
 AW0382  HISTORY     - Date     Condition        Report By
 AW0382  HISTORY     - 1959     MONUMENTED       CGS
 AW0382  HISTORY     - 1972     GOOD             NGS
 AW0382  HISTORY     - 1978     GOOD             NGS
 AW0382  HISTORY     - 1983     GOOD             NGS
 AW0382  HISTORY     - 1986     GOOD             NGS
 AW0382  HISTORY     - 1987     GOOD             USPSQD
 AW0382  HISTORY     - 1987     GOOD             USPSQD
 AW0382  HISTORY     - 1988     GOOD             USPSQD
 AW0382  HISTORY     - 19940911 GOOD             USPSQD
 AW0382
 AW0382                          STATION DESCRIPTION
 AW0382
 AW0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0382'5.1 MI SW FROM SHELDON.
 AW0382'ABOUT 5.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 90 FROM THE INTERSECTION
 AW0382'OF SHELDON ROAD, FIVE TELEGRAPH POLES SOUTHWEST OF MILE POST 351,
 AW0382'192.1 FEET NORTHWEST AND ACROSS TRACKS FROM THE CENTER LINE OF THE
 AW0382'HIGHWAY, 96.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 18.3 FEET
 AW0382'SOUTHEAST OF A PRIVATE ROAD, 76.3 FEET SOUTHWEST OF A POWER POLE,
 AW0382'168.6 FEET WEST OF L 690 RESET 1951, AND SET IN THE TOP OF A CONCRETE
 AW0382'POST PROJECTING 0.2 FOOT.
 AW0382
 AW0382                          STATION RECOVERY (1978)
 AW0382
 AW0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0382'RECOVERED IN GOOD CONDITION.
 AW0382
 AW0382                          STATION RECOVERY (1983)
 AW0382
 AW0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0382'RECOVERED IN GOOD CONDITION.
 AW0382
 AW0382                          STATION RECOVERY (1986)
 AW0382
 AW0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0382'RECOVERED IN GOOD CONDITION.
 AW0382
 AW0382                          STATION RECOVERY (1987)
 AW0382
 AW0382'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0382'RECOVERED IN GOOD CONDITION.
 AW0382
 AW0382                          STATION RECOVERY (1987)
 AW0382
 AW0382'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0382'RECOVERED IN GOOD CONDITION.
 AW0382
 AW0382                          STATION RECOVERY (1988)
 AW0382
 AW0382'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0382'RECOVERED IN GOOD CONDITION.
 AW0382
 AW0382                          STATION RECOVERY (1994)
 AW0382
 AW0382'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2340 ***********************************************************************
 CS2340  DESIGNATION -  J 115
 CS2340  PID         -  CS2340
 CS2340  STATE/COUNTY-  TX/JOHNSON
 CS2340  USGS QUAD   -  CRESSON (1973)
 CS2340
 CS2340                         *CURRENT SURVEY CONTROL
 CS2340  ___________________________________________________________________
 CS2340* NAD 83(1986)-  32 32 42.     (N)    097 34 56.     (W)     SCALED    
 CS2340* NAVD 88     -       306.338  (meters)    1005.04   (feet)  ADJUSTED  
 CS2340  ___________________________________________________________________
 CS2340  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CS2340  DYNAMIC HT  -         305.969 (meters)    1003.83  (feet)  COMP
 CS2340  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 CS2340
 CS2340  VERT ORDER  -  SECOND    CLASS 0
 CS2340
 CS2340.The horizontal coordinates were scaled from a topographic map and have
 CS2340.an estimated accuracy of +/- 6 seconds.
 CS2340
 CS2340.The orthometric height was determined by differential leveling
 CS2340.and adjusted by the National Geodetic Survey in June 1991..
 CS2340
 CS2340.The geoid height was determined by GEOID03.
 CS2340
 CS2340.The dynamic height is computed by dividing the NAVD 88
 CS2340.geopotential number by the normal gravity value computed on the
 CS2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2340.degrees latitude (g = 980.6199 gals.).
 CS2340
 CS2340.The modeled gravity was interpolated from observed gravity values.
 CS2340
 CS2340;                    North         East    Units  Estimated Accuracy
 CS2340;SPC TXNC     - 2,097,780.      686,200.      MT  (+/- 180 meters Scaled)
 CS2340
 CS2340                          SUPERSEDED SURVEY CONTROL
 CS2340
 CS2340  NGVD 29 (??/??/92)  306.320  (m)         1004.98   (f) ADJ UNCH    2 0
 CS2340
 CS2340.Superseded values are not recommended for survey control.
 CS2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2340.See file dsdata.txt to determine how the superseded data were derived.
 CS2340
 CS2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB331017(NAD 83)
 CS2340_MARKER: DB = BENCH MARK DISK
 CS2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2340_STAMPING: J 115 1004.985 1933
 CS2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2340+STABILITY: SURFACE MOTION
 CS2340
 CS2340  HISTORY     - Date     Condition        Report By
 CS2340  HISTORY     - 1933     MONUMENTED       CGS
 CS2340  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS2340  HISTORY     - 19940328 MARK NOT FOUND   USPSQD
 CS2340
 CS2340                          STATION DESCRIPTION
 CS2340
 CS2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2340'2.3 MI E FROM CRESSON.
 CS2340'IN JOHNSON COUNTY, ABOUT 2.3 MILES EAST ALONG THE FORT WORTH AND RIO
 CS2340'GRANDE RAILWAY FROM CRESSON, HOOD COUNTY, ABOUT 2.1 MILES WEST OF
 CS2340'WINCOTT, 12 FEET NORTH OF A POLE, 47 FEET NORTH OF THE CENTER LINE OF
 CS2340'THE TRACKS AND AT THE SOUTH EDGE OF A GRADED ROAD, ON A SMALL RISE
 CS2340'BETWEEN TWO 24-INCH DRAIN PIPE CULVERTS.  A STANDARD DISK, STAMPED
 CS2340'1004.985 J 115 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 CS2340'MARK MAY BE DESTROYED OR HAS BEEN COVERED WITH ROCK AND DIRT WHEN THE
 CS2340'BARROW DITCH WAS CLEANED OUT BY THE ROAD GRADER.
 CS2340
 CS2340                          STATION RECOVERY (1994)
 CS2340
 CS2340'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2338 ***********************************************************************
 AW2338  DESIGNATION -  J 1150
 AW2338  PID         -  AW2338
 AW2338  STATE/COUNTY-  TX/HARRIS
 AW2338  USGS QUAD   -  SETTEGAST (1995)
 AW2338
 AW2338                         *CURRENT SURVEY CONTROL
 AW2338  ___________________________________________________________________
 AW2338* NAD 83(1986)-  29 45 31.     (N)    095 21 51.     (W)     SCALED    
 AW2338* NAVD 88     -        14.113  (meters)      46.30   (feet)  ADJUSTED  
 AW2338  ___________________________________________________________________
 AW2338  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2338  DYNAMIC HT  -          14.094 (meters)      46.24  (feet)  COMP
 AW2338  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 AW2338
 AW2338  VERT ORDER  -  FIRST     CLASS II
 AW2338
 AW2338.The horizontal coordinates were scaled from a topographic map and have
 AW2338.an estimated accuracy of +/- 6 seconds.
 AW2338
 AW2338.The orthometric height was determined by differential leveling
 AW2338.and adjusted by the National Geodetic Survey in July 2002..
 AW2338
 AW2338.The geoid height was determined by GEOID03.
 AW2338
 AW2338.The dynamic height is computed by dividing the NAVD 88
 AW2338.geopotential number by the normal gravity value computed on the
 AW2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2338.degrees latitude (g = 980.6199 gals.).
 AW2338
 AW2338.The modeled gravity was interpolated from observed gravity values.
 AW2338
 AW2338;                    North         East    Units  Estimated Accuracy
 AW2338;SPC TXSC     - 4,218,840.      951,560.      MT  (+/- 180 meters Scaled)
 AW2338
 AW2338                          SUPERSEDED SURVEY CONTROL
 AW2338
 AW2338  NAVD 88 (06/15/91)   14.203  (m)           46.60   (f) UNKNOWN     1 2
 AW2338  NGVD 29 (12/23/87)   14.199  (m)           46.58   (f) ADJUSTED    1 2
 AW2338
 AW2338.Superseded values are not recommended for survey control.
 AW2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2338.See file dsdata.txt to determine how the superseded data were derived.
 AW2338
 AW2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN713943(NAD 83)
 AW2338_MARKER: DB = BENCH MARK DISK
 AW2338_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW2338_SP_SET: CURB
 AW2338_STAMPING: J 1150 1959
 AW2338_MARK LOGO: CGS   
 AW2338_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW2338+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1996
 AW2338
 AW2338  HISTORY     - Date     Condition        Report By
 AW2338  HISTORY     - 1959     MONUMENTED       CGS
 AW2338  HISTORY     - 1964     GOOD             NGS
 AW2338  HISTORY     - 1978     GOOD             NGS
 AW2338  HISTORY     - 1983     GOOD             NGS
 AW2338  HISTORY     - 1986     GOOD             NGS
 AW2338  HISTORY     - 1989     GOOD             USPSQD
 AW2338  HISTORY     - 1989     GOOD             USPSQD
 AW2338  HISTORY     - 1991     POOR             USPSQD
 AW2338  HISTORY     - 19960206 GOOD             NGS
 AW2338  HISTORY     - 19960921 GOOD             USPSQD
 AW2338  HISTORY     - 20040517 MARK NOT FOUND   USPSQD
 AW2338  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 AW2338
 AW2338                          STATION DESCRIPTION
 AW2338
 AW2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2338'0.8 MI SE FROM HOUSTON.
 AW2338'ABOUT 0.4 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AW2338'RAILROAD STATION AT HOUSTON, THENCE ABOUT 0.4 MILE SOUTH-SOUTHWEST
 AW2338'ALONG MAIN STREET, AT THE INTERSECTION OF RUSK STREET, 49 FEET
 AW2338'WEST-NORTHWEST OF THE CENTER LINE OF MAIN STREET, 25 FEET
 AW2338'SOUTH-SOUTHWEST OF THE CENTER LINE OF RUSK STREET, IN THE TOP OF THE
 AW2338'SOUTH CONCRETE CURB OF RUSK STREET, AND ABOUT 1 FOOT ABOVE THE LEVEL
 AW2338'OF THE STREET.
 AW2338
 AW2338                          STATION RECOVERY (1964)
 AW2338
 AW2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2338'RECOVERED IN GOOD CONDITION.
 AW2338
 AW2338                          STATION RECOVERY (1978)
 AW2338
 AW2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2338'RECOVERED IN GOOD CONDITION.
 AW2338
 AW2338                          STATION RECOVERY (1983)
 AW2338
 AW2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2338'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW2338'IN HOUSTON, AT THE INTERSECTION OF MAIN AND RUSK STREETS AND IS SET IN
 AW2338'TOP OF THE SOUTH CONCRETE CURB OF RUSK STREET, 14.9 METERS (49.0 FT)
 AW2338'WEST-NORTHWEST OF THE CENTERLINE OF MAIN STREET, 7.6 METERS (25.0 FT)
 AW2338'SOUTH-SOUTHWEST OF THE CENTERLINE OF RUSK STREET, AND 1.22 METERS
 AW2338'(4.0 FT) NORTHEAST OF A BUS STOP POST AND SIGN.
 AW2338'THE MARK IS 0.3 M ABOVE RUSK STREET.
 AW2338
 AW2338                          STATION RECOVERY (1986)
 AW2338
 AW2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2338'RECOVERED IN GOOD CONDITION.
 AW2338
 AW2338                          STATION RECOVERY (1989)
 AW2338
 AW2338'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW2338'RECOVERED IN GOOD CONDITION.
 AW2338
 AW2338                          STATION RECOVERY (1989)
 AW2338
 AW2338'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW2338'RECOVERED IN GOOD CONDITION.
 AW2338
 AW2338                          STATION RECOVERY (1991)
 AW2338
 AW2338'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 AW2338'MARK RECOVERED IN POOR CONDITION.
 AW2338
 AW2338                          STATION RECOVERY (1996)
 AW2338
 AW2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW2338'IN HOUSTON, AT THE INTERSECTION OF MAIN AND RUSK STREETS, IN TOP OF
 AW2338'AND 2.0 M (6.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE CURB
 AW2338'ALONG THE SOUTHWEST SIDE OF RUSK STREET, 15.0 M (49.2 FT) NORTHWEST OF
 AW2338'THE CENTERLINE OF MAIN STREET, 7.6 M (24.9 FT) SOUTHWEST OF THE CENTER
 AW2338'OF RUSK STREET, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREETS.
 AW2338
 AW2338                          STATION RECOVERY (1996)
 AW2338
 AW2338'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2338'RECOVERED IN GOOD CONDITION.
 AW2338
 AW2338                          STATION RECOVERY (2004)
 AW2338
 AW2338'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2338'ALL NEW SIDEWALK. DISK IS GONE.
 AW2338
 AW2338                          STATION RECOVERY (2005)
 AW2338
 AW2338'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0698 ***********************************************************************
 CT0698  DESIGNATION -  J 1152
 CT0698  PID         -  CT0698
 CT0698  STATE/COUNTY-  TX/TAYLOR
 CT0698  USGS QUAD   -  LAKE ABILENE (1987)
 CT0698
 CT0698                         *CURRENT SURVEY CONTROL
 CT0698  ___________________________________________________________________
 CT0698* NAD 83(1986)-  32 13 55.     (N)    099 53 20.     (W)     SCALED    
 CT0698* NAVD 88     -       609.601  (meters)    2000.00   (feet)  ADJUSTED  
 CT0698  ___________________________________________________________________
 CT0698  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CT0698  DYNAMIC HT  -         608.801 (meters)    1997.37  (feet)  COMP
 CT0698  MODELED GRAV-     979,306.9   (mgal)                       NAVD 88
 CT0698
 CT0698  VERT ORDER  -  SECOND    CLASS 0
 CT0698
 CT0698.The horizontal coordinates were scaled from a topographic map and have
 CT0698.an estimated accuracy of +/- 6 seconds.
 CT0698
 CT0698.The orthometric height was determined by differential leveling
 CT0698.and adjusted by the National Geodetic Survey in June 1991..
 CT0698
 CT0698.The geoid height was determined by GEOID03.
 CT0698
 CT0698.The dynamic height is computed by dividing the NAVD 88
 CT0698.geopotential number by the normal gravity value computed on the
 CT0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0698.degrees latitude (g = 980.6199 gals.).
 CT0698
 CT0698.The modeled gravity was interpolated from observed gravity values.
 CT0698
 CT0698;                    North         East    Units  Estimated Accuracy
 CT0698;SPC TXNC     - 2,063,550.      469,100.      MT  (+/- 180 meters Scaled)
 CT0698
 CT0698                          SUPERSEDED SURVEY CONTROL
 CT0698
 CT0698  NGVD 29 (??/??/92)  609.434  (m)         1999.45   (f) ADJ UNCH    2 0
 CT0698
 CT0698.Superseded values are not recommended for survey control.
 CT0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0698.See file dsdata.txt to determine how the superseded data were derived.
 CT0698
 CT0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA162664(NAD 83)
 CT0698_MARKER: DB = BENCH MARK DISK
 CT0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0698_STAMPING: J 1152 1961
 CT0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0698+STABILITY: SURFACE MOTION
 CT0698
 CT0698  HISTORY     - Date     Condition        Report By
 CT0698  HISTORY     - 1961     MONUMENTED       CGS
 CT0698
 CT0698                          STATION DESCRIPTION
 CT0698
 CT0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0698'4.85 MI SW FROM BUFFALO GAP.
 CT0698'0.4 MILES SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0698'GAP, THENCE 4.45 MILES WEST ALONG FARM ROAD 89, 138 FEET EAST OF THE
 CT0698'CENTER LINE OF A DRIVEWAY INTO A LAKE, 66 FEET NORTH OF THE CENTER OF
 CT0698'A T-INTERSECTION, 64 FEET NORTH OF THE CENTER LINE OF THE ROAD, 27
 CT0698'FEET WEST OF A WOOD COUNTY POST NUMBER C 699 S1-14, 1.4 FEET SOUTH OF
 CT0698'A FENCE, LEVEL WITH THE ROAD, 2.6 FEET EAST OF A METAL WITNESS POST
 CT0698'WITH SIGN, SET IN TOP OF A 12 INCH CONCRETE POST 4 FEET IN THE GROUND
 CT0698'AND PROJECTING 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0644 ***********************************************************************
 CT0644  DESIGNATION -  J 1153
 CT0644  PID         -  CT0644
 CT0644  STATE/COUNTY-  TX/RUNNELS
 CT0644  USGS QUAD   -  BRADSHAW (1967)
 CT0644
 CT0644                         *CURRENT SURVEY CONTROL
 CT0644  ___________________________________________________________________
 CT0644* NAD 83(1986)-  32 03 00.     (N)    099 56 29.     (W)     SCALED    
 CT0644* NAVD 88     -       580.227  (meters)    1903.63   (feet)  ADJUSTED  
 CT0644  ___________________________________________________________________
 CT0644  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CT0644  DYNAMIC HT  -         579.469 (meters)    1901.14  (feet)  COMP
 CT0644  MODELED GRAV-     979,314.1   (mgal)                       NAVD 88
 CT0644
 CT0644  VERT ORDER  -  SECOND    CLASS 0
 CT0644
 CT0644.The horizontal coordinates were scaled from a topographic map and have
 CT0644.an estimated accuracy of +/- 6 seconds.
 CT0644
 CT0644.The orthometric height was determined by differential leveling
 CT0644.and adjusted by the National Geodetic Survey in June 1991..
 CT0644
 CT0644.The geoid height was determined by GEOID03.
 CT0644
 CT0644.The dynamic height is computed by dividing the NAVD 88
 CT0644.geopotential number by the normal gravity value computed on the
 CT0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0644.degrees latitude (g = 980.6199 gals.).
 CT0644
 CT0644.The modeled gravity was interpolated from observed gravity values.
 CT0644
 CT0644;                    North         East    Units  Estimated Accuracy
 CT0644;SPC TX C     - 3,264,290.      737,020.      MT  (+/- 180 meters Scaled)
 CT0644
 CT0644                          SUPERSEDED SURVEY CONTROL
 CT0644
 CT0644  NGVD 29 (??/??/92)  580.102  (m)         1903.22   (f) ADJ UNCH    2 0
 CT0644
 CT0644.Superseded values are not recommended for survey control.
 CT0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0644.See file dsdata.txt to determine how the superseded data were derived.
 CT0644
 CT0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA111463(NAD 83)
 CT0644_MARKER: DB = BENCH MARK DISK
 CT0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0644_STAMPING: J 1153
 CT0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0644+STABILITY: SURFACE MOTION
 CT0644
 CT0644  HISTORY     - Date     Condition        Report By
 CT0644  HISTORY     - UNK      MONUMENTED       CGS
 CT0644  HISTORY     - 1961     GOOD             NGS
 CT0644
 CT0644                          STATION DESCRIPTION
 CT0644
 CT0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0644'4.35 MI SW FROM BRADSHAW.
 CT0644'0.1 MILES SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0644'BRADSHAW, THENCE 4.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 83, 98 FEET
 CT0644'SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD, 54 FEET NORTHWEST OF
 CT0644'THE CENTER LINE OF U.S. HIGHWAY 83, 39 FEET SOUTHEAST OF THE EAST
 CT0644'RAIL, 3 FEET BELOW THE LEVEL OF THE RAILROAD, LEVEL WITH THE HIGHWAY,
 CT0644'2.6 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 CT0644'12 INCH SQUARE CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 5
 CT0644'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0682 ***********************************************************************
 CT0682  DESIGNATION -  J 1158
 CT0682  PID         -  CT0682
 CT0682  STATE/COUNTY-  TX/TAYLOR
 CT0682  USGS QUAD   -  VIEW (1984)
 CT0682
 CT0682                         *CURRENT SURVEY CONTROL
 CT0682  ___________________________________________________________________
 CT0682* NAD 83(1986)-  32 15 05.     (N)    099 59 09.     (W)     SCALED    
 CT0682* NAVD 88     -       647.959  (meters)    2125.85   (feet)  ADJUSTED  
 CT0682  ___________________________________________________________________
 CT0682  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CT0682  DYNAMIC HT  -         647.097 (meters)    2123.02  (feet)  COMP
 CT0682  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 CT0682
 CT0682  VERT ORDER  -  SECOND    CLASS 0
 CT0682
 CT0682.The horizontal coordinates were scaled from a topographic map and have
 CT0682.an estimated accuracy of +/- 6 seconds.
 CT0682
 CT0682.The orthometric height was determined by differential leveling
 CT0682.and adjusted by the National Geodetic Survey in June 1991..
 CT0682
 CT0682.The geoid height was determined by GEOID03.
 CT0682
 CT0682.The dynamic height is computed by dividing the NAVD 88
 CT0682.geopotential number by the normal gravity value computed on the
 CT0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0682.degrees latitude (g = 980.6199 gals.).
 CT0682
 CT0682.The modeled gravity was interpolated from observed gravity values.
 CT0682
 CT0682;                    North         East    Units  Estimated Accuracy
 CT0682;SPC TXNC     - 2,065,830.      459,990.      MT  (+/- 180 meters Scaled)
 CT0682
 CT0682                          SUPERSEDED SURVEY CONTROL
 CT0682
 CT0682  NGVD 29 (??/??/92)  647.775  (m)         2125.24   (f) ADJ UNCH    2 0
 CT0682
 CT0682.Superseded values are not recommended for survey control.
 CT0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0682.See file dsdata.txt to determine how the superseded data were derived.
 CT0682
 CT0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA071687(NAD 83)
 CT0682_MARKER: DB = BENCH MARK DISK
 CT0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0682_STAMPING: J 1158 1961
 CT0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0682+STABILITY: SURFACE MOTION
 CT0682
 CT0682  HISTORY     - Date     Condition        Report By
 CT0682  HISTORY     - 1961     MONUMENTED       CGS
 CT0682  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 CT0682
 CT0682                          STATION DESCRIPTION
 CT0682
 CT0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0682'9.0 MI SW FROM VIEW.
 CT0682'9.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CT0682'AT VIEW, 75 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET
 CT0682'SOUTH OF THE CENTER OF A CATTLEGUARD, 5 FEET BELOW THE LEVEL OF THE
 CT0682'ROAD, 1 FOOT SOUTHWEST OF A FENCE, 7 FEET NORTH OF A METAL WITNESS
 CT0682'POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 3.4 FEET
 CT0682'BELOW THE GROUND SURFACE, COVERED WITH BROKEN GLASS AND DIRT.
 CT0682
 CT0682                          STATION RECOVERY (1994)
 CT0682
 CT0682'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0683 ***********************************************************************
 CT0683  DESIGNATION -  J 1158 RESET 1968
 CT0683  PID         -  CT0683
 CT0683  STATE/COUNTY-  TX/TAYLOR
 CT0683  USGS QUAD   -  VIEW (1984)
 CT0683
 CT0683                         *CURRENT SURVEY CONTROL
 CT0683  ___________________________________________________________________
 CT0683* NAD 83(1986)-  32 15 05.     (N)    099 59 09.     (W)     SCALED    
 CT0683* NAVD 88     -       647.83   (+/-2cm)    2125.4    (feet)  VERTCON   
 CT0683  ___________________________________________________________________
 CT0683  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 CT0683
 CT0683  VERT ORDER  -  THIRD (See Below)
 CT0683
 CT0683.The horizontal coordinates were scaled from a topographic map and have
 CT0683.an estimated accuracy of +/- 6 seconds.
 CT0683
 CT0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0683.The vertical order pertains to the NGVD 29 superseded value.
 CT0683
 CT0683.The geoid height was determined by GEOID03.
 CT0683
 CT0683;                    North         East    Units  Estimated Accuracy
 CT0683;SPC TXNC     - 2,065,830.      459,990.      MT  (+/- 180 meters Scaled)
 CT0683
 CT0683                          SUPERSEDED SURVEY CONTROL
 CT0683
 CT0683  NGVD 29 (01/29/03)  647.64   (m)         2124.8    (f) RESET       3  
 CT0683
 CT0683.Superseded values are not recommended for survey control.
 CT0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0683.See file dsdata.txt to determine how the superseded data were derived.
 CT0683
 CT0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA071687(NAD 83)
 CT0683_MARKER: DB = BENCH MARK DISK
 CT0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0683_STAMPING: J 1158 RESET 1968
 CT0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0683+STABILITY: SURFACE MOTION
 CT0683
 CT0683  HISTORY     - Date     Condition        Report By
 CT0683  HISTORY     - 1968     MONUMENTED       TXHD
 CT0683
 CT0683                          STATION DESCRIPTION
 CT0683
 CT0683'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 CT0683'9 MI SW FROM VIEW.
 CT0683'9 MILES SOUTHWEST ALONG U. S. HIGHWAY 277 FROM THE RAILROAD STATION AT
 CT0683'VIEW, AT THE INTERSECTION OF U.S. HIGHWAY 277 AND HIGHWAY FM 89, 152
 CT0683'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 277, 59 FEET LEFT OF
 CT0683'THE CENTER LINE OF HIGHWAY 89, 2 FEET NORTH OF A FENCE, 3 FEET EAST OF
 CT0683'AN ANGLE IN THE FENCE, 2 FEET WEST OF A METAL WITNESS SIGNPOST, SET IN
 CT0683'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0615 ***********************************************************************
 CT0615  DESIGNATION -  J 1159
 CT0615  PID         -  CT0615
 CT0615  STATE/COUNTY-  TX/CALLAHAN
 CT0615  USGS QUAD   -  OPLIN (1987)
 CT0615
 CT0615                         *CURRENT SURVEY CONTROL
 CT0615  ___________________________________________________________________
 CT0615* NAD 83(1986)-  32 08 20.     (N)    099 33 57.     (W)     SCALED    
 CT0615* NAVD 88     -       610.268  (meters)    2002.19   (feet)  POSTED    
 CT0615  ___________________________________________________________________
 CT0615  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CT0615  DYNAMIC HT  -         609.460 (meters)    1999.54  (feet)  COMP
 CT0615  MODELED GRAV-     979,301.6   (mgal)                       NAVD 88
 CT0615
 CT0615  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0615
 CT0615.The horizontal coordinates were scaled from a topographic map and have
 CT0615.an estimated accuracy of +/- 6 seconds.
 CT0615
 CT0615.The orthometric height was determined by differential leveling
 CT0615.and adjusted by the National Geodetic Survey in 1992..
 CT0615.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0615.rate of 1.1 thru 2.0 mm/km.
 CT0615
 CT0615.The geoid height was determined by GEOID03.
 CT0615
 CT0615.The dynamic height is computed by dividing the NAVD 88
 CT0615.geopotential number by the normal gravity value computed on the
 CT0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0615.degrees latitude (g = 980.6199 gals.).
 CT0615
 CT0615.The modeled gravity was interpolated from observed gravity values.
 CT0615
 CT0615;                    North         East    Units  Estimated Accuracy
 CT0615;SPC TXNC     - 2,052,880.      499,440.      MT  (+/- 180 meters Scaled)
 CT0615
 CT0615                          SUPERSEDED SURVEY CONTROL
 CT0615
 CT0615  NGVD 29 (??/??/92)  610.121  (m)         2001.71   (f) ADJ UNCH    1 2
 CT0615
 CT0615.Superseded values are not recommended for survey control.
 CT0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0615.See file dsdata.txt to determine how the superseded data were derived.
 CT0615
 CT0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA466559(NAD 83)
 CT0615_MARKER: DB = BENCH MARK DISK
 CT0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0615_STAMPING: J 1159 1961
 CT0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0615+STABILITY: SURFACE MOTION
 CT0615
 CT0615  HISTORY     - Date     Condition        Report By
 CT0615  HISTORY     - 1961     MONUMENTED       CGS
 CT0615  HISTORY     - 1967     GOOD             USGS
 CT0615
 CT0615                          STATION DESCRIPTION
 CT0615
 CT0615'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CT0615'10.85 MI E FROM LAWN.
 CT0615'10.85 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT
 CT0615'LAWN, 48 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 604, 10 FEET WEST
 CT0615'OF A TELEPHONE POLE, 6 FEET EAST OF A METAL WITNESS POST WITH SIGN,
 CT0615'SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2205 ***********************************************************************
 CS2205  DESIGNATION -  J 116
 CS2205  PID         -  CS2205
 CS2205  STATE/COUNTY-  TX/BOSQUE
 CS2205  USGS QUAD   -  WALNUT SPRINGS WEST (1966)
 CS2205
 CS2205                         *CURRENT SURVEY CONTROL
 CS2205  ___________________________________________________________________
 CS2205* NAD 83(1986)-  32 01 09.     (N)    097 47 13.     (W)     SCALED    
 CS2205* NAVD 88     -       256.961  (meters)     843.05   (feet)  ADJUSTED  
 CS2205  ___________________________________________________________________
 CS2205  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CS2205  DYNAMIC HT  -         256.640 (meters)     841.99  (feet)  COMP
 CS2205  MODELED GRAV-     979,384.3   (mgal)                       NAVD 88
 CS2205
 CS2205  VERT ORDER  -  SECOND    CLASS 0
 CS2205
 CS2205.The horizontal coordinates were scaled from a topographic map and have
 CS2205.an estimated accuracy of +/- 6 seconds.
 CS2205
 CS2205.The orthometric height was determined by differential leveling
 CS2205.and adjusted by the National Geodetic Survey in June 1991..
 CS2205
 CS2205.The geoid height was determined by GEOID03.
 CS2205
 CS2205.The dynamic height is computed by dividing the NAVD 88
 CS2205.geopotential number by the normal gravity value computed on the
 CS2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2205.degrees latitude (g = 980.6199 gals.).
 CS2205
 CS2205.The modeled gravity was interpolated from observed gravity values.
 CS2205
 CS2205;                    North         East    Units  Estimated Accuracy
 CS2205;SPC TX C     - 3,263,560.      940,560.      MT  (+/- 180 meters Scaled)
 CS2205
 CS2205                          SUPERSEDED SURVEY CONTROL
 CS2205
 CS2205  NGVD 29 (??/??/92)  256.909  (m)          842.88   (f) ADJ UNCH    2 0
 CS2205
 CS2205.Superseded values are not recommended for survey control.
 CS2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2205.See file dsdata.txt to determine how the superseded data were derived.
 CS2205
 CS2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA145432(NAD 83)
 CS2205_MARKER: DB = BENCH MARK DISK
 CS2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2205_STAMPING: J 116 1933 842.958
 CS2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2205+STABILITY: SURFACE MOTION
 CS2205
 CS2205  HISTORY     - Date     Condition        Report By
 CS2205  HISTORY     - 1933     MONUMENTED       CGS
 CS2205  HISTORY     - 1951     GOOD             NGS
 CS2205  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2205
 CS2205                          STATION DESCRIPTION
 CS2205
 CS2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS2205'4.2 MI SW FROM WALNUT SPRINGS.
 CS2205'ABOUT 04.2 MILES ALONG THE M.K.T.R.R. OR STATE HIGHWAY NO. 174, FROM
 CS2205'WALNUT SPRINGS, BOSQUE COUNTY, ABOUT 1/4 MILE WEST OF EAST BOSQUE
 CS2205'RIVER, AT THE RIGHT-OF-WAY FENCE CORNER NORTH OF HIGHWAY 174 AND EAST
 CS2205'OF THE M.K.T.R.R.  A STANDARD DISK STAMPED J 116 1933 842.958 AND SET
 CS2205'IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 CS2205
 CS2205                          STATION RECOVERY (2001)
 CS2205
 CS2205'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 CS2205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0415 ***********************************************************************
 CT0415  DESIGNATION -  J 1160
 CT0415  PID         -  CT0415
 CT0415  STATE/COUNTY-  TX/CALLAHAN
 CT0415  USGS QUAD   -  BAIRD (1966)
 CT0415
 CT0415                         *CURRENT SURVEY CONTROL
 CT0415  ___________________________________________________________________
 CT0415* NAD 83(1986)-  32 24 03.     (N)    099 26 13.     (W)     SCALED    
 CT0415* NAVD 88     -       580.097  (meters)    1903.20   (feet)  ADJUSTED  
 CT0415  ___________________________________________________________________
 CT0415  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CT0415  DYNAMIC HT  -         579.339 (meters)    1900.71  (feet)  COMP
 CT0415  MODELED GRAV-     979,314.1   (mgal)                       NAVD 88
 CT0415
 CT0415  VERT ORDER  -  FIRST     CLASS II
 CT0415
 CT0415.The horizontal coordinates were scaled from a topographic map and have
 CT0415.an estimated accuracy of +/- 6 seconds.
 CT0415
 CT0415.The orthometric height was determined by differential leveling
 CT0415.and adjusted by the National Geodetic Survey in June 1991..
 CT0415
 CT0415.The geoid height was determined by GEOID03.
 CT0415
 CT0415.The dynamic height is computed by dividing the NAVD 88
 CT0415.geopotential number by the normal gravity value computed on the
 CT0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0415.degrees latitude (g = 980.6199 gals.).
 CT0415
 CT0415.The modeled gravity was interpolated from observed gravity values.
 CT0415
 CT0415;                    North         East    Units  Estimated Accuracy
 CT0415;SPC TXNC     - 2,081,810.      511,860.      MT  (+/- 180 meters Scaled)
 CT0415
 CT0415                          SUPERSEDED SURVEY CONTROL
 CT0415
 CT0415  NGVD 29 (??/??/92)  579.913  (m)         1902.60   (f) ADJ UNCH    1 2
 CT0415
 CT0415.Superseded values are not recommended for survey control.
 CT0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0415.See file dsdata.txt to determine how the superseded data were derived.
 CT0415
 CT0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA589849(NAD 83)
 CT0415_MARKER: DB = BENCH MARK DISK
 CT0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0415_SP_SET: FOUNDATION
 CT0415_STAMPING: J 1160 1961
 CT0415_MARK LOGO: CGS   
 CT0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0415
 CT0415  HISTORY     - Date     Condition        Report By
 CT0415  HISTORY     - 1961     MONUMENTED       CGS
 CT0415  HISTORY     - 1983     GOOD             NGS
 CT0415  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0415
 CT0415                          STATION DESCRIPTION
 CT0415
 CT0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0415'3.0 MI W FROM BAIRD.
 CT0415'3.0 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE RAILROAD
 CT0415'STATION AT BAIRD, AT SEMAPHORE NO. 388.6, 1.15 MILES EAST OF B.M. K
 CT0415'1052, 0.3 MILE EAST OF A PRIVATE ROAD CROSSING, 9 FEET SOUTH OF THE
 CT0415'SOUTH RAIL, 1 FOOT ABOVE THE LEVEL OF THE TRACKS, SET IN TOP OF THE
 CT0415'CONCRETE FOUNDATION OF RAILROAD SEMAPHORE 388.6.
 CT0415
 CT0415                          STATION RECOVERY (1983)
 CT0415
 CT0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0415'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  29.0 KM
 CT0415'(18.0 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CT0415'RAILROAD STATION IN ABILENE.
 CT0415
 CT0415                          STATION RECOVERY (2001)
 CT0415
 CT0415'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0387 ***********************************************************************
 CR0387  DESIGNATION -  J 1161
 CR0387  PID         -  CR0387
 CR0387  STATE/COUNTY-  TX/SMITH
 CR0387  USGS QUAD   -  BULLARD (1973)
 CR0387
 CR0387                         *CURRENT SURVEY CONTROL
 CR0387  ___________________________________________________________________
 CR0387* NAD 83(1986)-  32 08 19.     (N)    095 19 19.     (W)     SCALED    
 CR0387* NAVD 88     -       152.774  (meters)     501.23   (feet)  ADJUSTED  
 CR0387  ___________________________________________________________________
 CR0387  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR0387  DYNAMIC HT  -         152.593 (meters)     500.63  (feet)  COMP
 CR0387  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 CR0387
 CR0387  VERT ORDER  -  FIRST     CLASS II
 CR0387
 CR0387.The horizontal coordinates were scaled from a topographic map and have
 CR0387.an estimated accuracy of +/- 6 seconds.
 CR0387
 CR0387.The orthometric height was determined by differential leveling
 CR0387.and adjusted by the National Geodetic Survey in June 1991..
 CR0387
 CR0387.The geoid height was determined by GEOID03.
 CR0387
 CR0387.The dynamic height is computed by dividing the NAVD 88
 CR0387.geopotential number by the normal gravity value computed on the
 CR0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0387.degrees latitude (g = 980.6199 gals.).
 CR0387
 CR0387.The modeled gravity was interpolated from observed gravity values.
 CR0387
 CR0387;                    North         East    Units  Estimated Accuracy
 CR0387;SPC TXNC     - 2,056,870.      899,810.      MT  (+/- 180 meters Scaled)
 CR0387
 CR0387                          SUPERSEDED SURVEY CONTROL
 CR0387
 CR0387  NGVD 29 (??/??/92)  152.799  (m)          501.31   (f) ADJ UNCH    1 2
 CR0387
 CR0387.Superseded values are not recommended for survey control.
 CR0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0387.See file dsdata.txt to determine how the superseded data were derived.
 CR0387
 CR0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR809581(NAD 83)
 CR0387_MARKER: DB = BENCH MARK DISK
 CR0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0387_SP_SET: FOOTING
 CR0387_STAMPING: J 1161 1959
 CR0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0387+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0387
 CR0387  HISTORY     - Date     Condition        Report By
 CR0387  HISTORY     - 1959     MONUMENTED       CGS
 CR0387  HISTORY     - 19960420 GOOD             USPSQD
 CR0387  HISTORY     - 20040605 POOR             USPSQD
 CR0387  HISTORY     - 20050712 GOOD             USPSQD
 CR0387
 CR0387                          STATION DESCRIPTION
 CR0387
 CR0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0387'IN BULLARD.
 CR0387'AT BULLARD, ABOUT 52 YARDS SOUTHEAST AND ACROSS FARM ROAD 344 FROM THE
 CR0387'SOUTH CORNER OF THE POST OFFICE, AT THE CITY WATER TOWER, 123 FEET
 CR0387'SOUTHEAST OF THE CENTER LINE OF FARM ROAD 344, 62 1/2 FEET NORTHEAST
 CR0387'OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING SOUTHEAST, IN THE TOP
 CR0387'OF THE NORTHEAST CORNER OF THE NORTH CONCRETE FOOTING OF THE TOWER,
 CR0387'AND ABOUT 3 FEET ABOVE THE GROUND.
 CR0387
 CR0387                          STATION RECOVERY (1996)
 CR0387
 CR0387'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0387'RECOVERED IN GOOD CONDITION.
 CR0387
 CR0387                          STATION RECOVERY (2004)
 CR0387
 CR0387'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0387'MARK RECOVERED IN POOR CONDITION.
 CR0387
 CR0387                          STATION RECOVERY (2005)
 CR0387
 CR0387'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0447 ***********************************************************************
 CR0447  DESIGNATION -  J 1162
 CR0447  PID         -  CR0447
 CR0447  STATE/COUNTY-  TX/SMITH
 CR0447  USGS QUAD   -  MOUNT SYLVAN (1973)
 CR0447
 CR0447                         *CURRENT SURVEY CONTROL
 CR0447  ___________________________________________________________________
 CR0447* NAD 83(1986)-  32 29 20.     (N)    095 23 52.     (W)     SCALED    
 CR0447* NAVD 88     -       159.936  (meters)     524.72   (feet)  ADJUSTED  
 CR0447  ___________________________________________________________________
 CR0447  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CR0447  DYNAMIC HT  -         159.751 (meters)     524.12  (feet)  COMP
 CR0447  MODELED GRAV-     979,476.4   (mgal)                       NAVD 88
 CR0447
 CR0447  VERT ORDER  -  FIRST     CLASS II
 CR0447
 CR0447.The horizontal coordinates were scaled from a topographic map and have
 CR0447.an estimated accuracy of +/- 6 seconds.
 CR0447
 CR0447.The orthometric height was determined by differential leveling
 CR0447.and adjusted by the National Geodetic Survey in June 1991..
 CR0447
 CR0447.The geoid height was determined by GEOID03.
 CR0447
 CR0447.The dynamic height is computed by dividing the NAVD 88
 CR0447.geopotential number by the normal gravity value computed on the
 CR0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0447.degrees latitude (g = 980.6199 gals.).
 CR0447
 CR0447.The modeled gravity was interpolated from observed gravity values.
 CR0447
 CR0447;                    North         East    Units  Estimated Accuracy
 CR0447;SPC TXNC     - 2,095,480.      891,510.      MT  (+/- 180 meters Scaled)
 CR0447
 CR0447                          SUPERSEDED SURVEY CONTROL
 CR0447
 CR0447  NGVD 29 (??/??/92)  159.969  (m)          524.83   (f) ADJ UNCH    1 2
 CR0447
 CR0447.Superseded values are not recommended for survey control.
 CR0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0447.See file dsdata.txt to determine how the superseded data were derived.
 CR0447
 CR0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR746971(NAD 83)
 CR0447_MARKER: DB = BENCH MARK DISK
 CR0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0447_STAMPING: J 1162 1959
 CR0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0447+STABILITY: SURFACE MOTION
 CR0447
 CR0447  HISTORY     - Date     Condition        Report By
 CR0447  HISTORY     - 1959     MONUMENTED       CGS
 CR0447  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0447
 CR0447                          STATION DESCRIPTION
 CR0447
 CR0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0447'2.0 MI S FROM LINDALE.
 CR0447'ABOUT 2.0 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0447'FROM THE STATION AT LINDALE, 1 POLE SOUTH OF POLE 30/20, 70 FEET WEST
 CR0447'OF THE WEST RAIL, ABOUT 0.15 MILE SOUTHEAST OF A TAN BRICK HOUSE, 38
 CR0447'1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 2.0 FEET EAST OF A FENCE, 1.5
 CR0447'FEET NORTH OF A METAL WITNESS POST, ON THE TOP OF A BANK ABOUT 8 FEET
 CR0447'ABOVE THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 CR0447'INCHES.
 CR0447
 CR0447                          STATION RECOVERY (1996)
 CR0447
 CR0447'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0816 ***********************************************************************
 CR0816  DESIGNATION -  J 1163
 CR0816  PID         -  CR0816
 CR0816  STATE/COUNTY-  TX/WOOD
 CR0816  USGS QUAD   -  GOLDEN (1981)
 CR0816
 CR0816                         *CURRENT SURVEY CONTROL
 CR0816  ___________________________________________________________________
 CR0816* NAD 83(1986)-  32 44 54.     (N)    095 35 13.     (W)     SCALED    
 CR0816* NAVD 88     -       136.277  (meters)     447.10   (feet)  ADJUSTED  
 CR0816  ___________________________________________________________________
 CR0816  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CR0816  DYNAMIC HT  -         136.124 (meters)     446.60  (feet)  COMP
 CR0816  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 CR0816
 CR0816  VERT ORDER  -  FIRST     CLASS II
 CR0816
 CR0816.The horizontal coordinates were scaled from a topographic map and have
 CR0816.an estimated accuracy of +/- 6 seconds.
 CR0816
 CR0816.The orthometric height was determined by differential leveling
 CR0816.and adjusted by the National Geodetic Survey in June 1991..
 CR0816
 CR0816.The geoid height was determined by GEOID03.
 CR0816
 CR0816.The dynamic height is computed by dividing the NAVD 88
 CR0816.geopotential number by the normal gravity value computed on the
 CR0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0816.degrees latitude (g = 980.6199 gals.).
 CR0816
 CR0816.The modeled gravity was interpolated from observed gravity values.
 CR0816
 CR0816;                    North         East    Units  Estimated Accuracy
 CR0816;SPC TXNC     - 2,123,730.      872,940.      MT  (+/- 180 meters Scaled)
 CR0816
 CR0816                          SUPERSEDED SURVEY CONTROL
 CR0816
 CR0816  NGVD 29 (??/??/92)  136.299  (m)          447.17   (f) ADJ UNCH    1 2
 CR0816
 CR0816.Superseded values are not recommended for survey control.
 CR0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0816.See file dsdata.txt to determine how the superseded data were derived.
 CR0816
 CR0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS576263(NAD 83)
 CR0816_MARKER: DB = BENCH MARK DISK
 CR0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0816_STAMPING: J 1163 1959
 CR0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0816+STABILITY: SURFACE MOTION
 CR0816
 CR0816  HISTORY     - Date     Condition        Report By
 CR0816  HISTORY     - 1959     MONUMENTED       CGS
 CR0816  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0816
 CR0816                          STATION DESCRIPTION
 CR0816
 CR0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0816'2.3 MI NW FROM GOLDEN.
 CR0816'ABOUT 1.2 MILES WEST ALONG FARM ROAD 779 FROM THE JUNCTION WITH FARM
 CR0816'ROAD 1799 AT GOLDEN, THENCE ABOUT 0.5 MILE NORTH ALONG A NARROW PAVED
 CR0816'ROAD, THENCE ABOUT 0.6 MILE NORTHWEST ALONG THE ABANDONED RAILROAD
 CR0816'GRADE, OR ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 69 FROM THE
 CR0816'POST OFFICE AT ALBA, THENCE ABOUT 0.2 MILE SOUTH ALONG FARM ROAD 17,
 CR0816'THENCE ABOUT 3.7 MILES SOUTHEAST ALONG THE ABANDONED RAILROAD GRADE,
 CR0816'70 FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD, AT A CURVE, 78
 CR0816'FEET SOUTHWEST OF A FENCE CORNER POST, 10 1/2 FEET EAST-SOUTHEAST OF A
 CR0816'20-INCH OAK TREE, 1 1/2 FEET NORTHEAST OF A FENCE, AND IN THE TOP OF A
 CR0816'CONCRETE POST PROJECTING 1 FOOT.  NOTE-- TREE MARK AHA IS IN THE WEST
 CR0816'ROOT OF A 20-INCH OAK TREE 13 FEET WEST-NORTHWEST OF THIS BENCH MARK.
 CR0816
 CR0816                          STATION RECOVERY (1995)
 CR0816
 CR0816'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2084 ***********************************************************************
 BY2084  DESIGNATION -  J 1164
 BY2084  PID         -  BY2084
 BY2084  STATE/COUNTY-  TX/ANDERSON
 BY2084  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2084
 BY2084                         *CURRENT SURVEY CONTROL
 BY2084  ___________________________________________________________________
 BY2084* NAD 83(1986)-  31 45 29.     (N)    095 38 37.     (W)     SCALED    
 BY2084* NAVD 88     -       147.997  (meters)     485.55   (feet)  ADJUSTED  
 BY2084  ___________________________________________________________________
 BY2084  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2084  DYNAMIC HT  -         147.817 (meters)     484.96  (feet)  COMP
 BY2084  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 BY2084
 BY2084  VERT ORDER  -  FIRST     CLASS II
 BY2084
 BY2084.The horizontal coordinates were scaled from a topographic map and have
 BY2084.an estimated accuracy of +/- 6 seconds.
 BY2084
 BY2084.The orthometric height was determined by differential leveling
 BY2084.and adjusted by the National Geodetic Survey in June 1991..
 BY2084
 BY2084.The geoid height was determined by GEOID03.
 BY2084
 BY2084.The dynamic height is computed by dividing the NAVD 88
 BY2084.geopotential number by the normal gravity value computed on the
 BY2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2084.degrees latitude (g = 980.6199 gals.).
 BY2084
 BY2084.The modeled gravity was interpolated from observed gravity values.
 BY2084
 BY2084;                    North         East    Units  Estimated Accuracy
 BY2084;SPC TX C     - 3,241,210.    1,144,160.      MT  (+/- 180 meters Scaled)
 BY2084
 BY2084                          SUPERSEDED SURVEY CONTROL
 BY2084
 BY2084  NGVD 29 (??/??/92)  147.950  (m)          485.40   (f) ADJ UNCH    1 2
 BY2084
 BY2084.Superseded values are not recommended for survey control.
 BY2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2084.See file dsdata.txt to determine how the superseded data were derived.
 BY2084
 BY2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR496166(NAD 83)
 BY2084_MARKER: DB = BENCH MARK DISK
 BY2084_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BY2084_SP_SET: 26 FT.
 BY2084_STAMPING: J 1164 1959
 BY2084_PROJECTION: PROJECTING 12 CENTIMETERS
 BY2084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2084_ROD/PIPE-DEPTH: 7.9  meters
 BY2084
 BY2084  HISTORY     - Date     Condition        Report By
 BY2084  HISTORY     - 1959     MONUMENTED       CGS
 BY2084  HISTORY     - 1960     GOOD             NGS
 BY2084  HISTORY     - 1980     GOOD             NGS
 BY2084  HISTORY     - 1990     GOOD             USPSQD
 BY2084  HISTORY     - 20020824 GOOD             USPSQD
 BY2084
 BY2084                          STATION DESCRIPTION
 BY2084
 BY2084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2084'IN PALESTINE.
 BY2084'ABOUT 0.75 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2084'STATION AT PALESTINE, AT THE SAN JACINTO STREET CROSSING, 140 FEET
 BY2084'SOUTHEAST OF THE CENTER OF THE CROSSING, 86 1/2 FEET EAST OF THE EAST
 BY2084'RAIL OF THE MAIN TRACK, 127 FEET SOUTH OF THE CENTER LINE OF SAN
 BY2084'JACINTO STREET, 109 FEET WEST OF THE CENTER LINE OF WEST STREET, 176
 BY2084'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF SAN JACINTO STREET
 BY2084'AND WEST STREET, 73 FEET SOUTH OF A LONE 14-INCH OAK TREE, 112 FEET
 BY2084'NORTH OF A 28-INCH OAK TREE, IN LINE WITH A ROW OF TELEPHONE POLES, 9
 BY2084'1/2 FEET NORTH OF A TELEPHONE POLE, ABOUT 1 FOOT BELOW THE LEVEL OF
 BY2084'THE TRACK, 1.7 FEET SOUTH OF A METAL WITNESS POST, A DISK CLAMPED TO
 BY2084'THE TOP OF A COPPER COATED STEEL ROAD DRIVEN TO A DEPTH OF 26 FEET AND
 BY2084'ENCASED IN A 6-INCH CONCRETE PIPE PROJECTING 8 INCHES.
 BY2084
 BY2084                          STATION RECOVERY (1980)
 BY2084
 BY2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2084'IN PALESTINE, AT THE JUNCTION OF SAN JACINTO STREET AND WEST OAK
 BY2084'STREET (U.S. HIGHWAY 79), AT THE CROSSING OF SAN JACINTO STREET AND
 BY2084'THE MISSOURI PACIFIC RAILROAD, AT THE WEST SIDE OF A BUDWEISER BEER
 BY2084'DISTRIBUTOR BUILDING, 38.7 M. (127 FT.) SOUTH OF THE CENTERLINE OF SAN
 BY2084'JACINTO STREET, 42.7 M. (140 FT.) SOUTHEAST OF THE CENTER OF THE
 BY2084'CROSSING, 26.4 M. (86.6 FT.) EAST OF THE EAST RAIL, 7.9 M. (26.0 FT.)
 BY2084'WEST OF THE WEST FACE OF A LARGE METAL BUILDING, 2.9 M. (9.6 FT.)
 BY2084'NORTH OF A POWERLINE POLE.
 BY2084'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 BY2084'THE MARK IS 0.3 M BELOW THE RAILROAD TRACKS.
 BY2084
 BY2084                          STATION RECOVERY (1990)
 BY2084
 BY2084'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2084'RECOVERED IN GOOD CONDITION.
 BY2084
 BY2084                          STATION RECOVERY (2002)
 BY2084
 BY2084'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1360 ***********************************************************************
 BY1360  DESIGNATION -  J 1165
 BY1360  PID         -  BY1360
 BY1360  STATE/COUNTY-  TX/HOUSTON
 BY1360  USGS QUAD   -  GRAPELAND (1951)
 BY1360
 BY1360                         *CURRENT SURVEY CONTROL
 BY1360  ___________________________________________________________________
 BY1360* NAD 83(1986)-  31 22 48.     (N)    095 28 35.     (W)     SCALED    
 BY1360* NAVD 88     -       108.23   (+/-2cm)     355.1    (feet)  VERTCON   
 BY1360  ___________________________________________________________________
 BY1360  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BY1360
 BY1360  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1360
 BY1360.The horizontal coordinates were scaled from a topographic map and have
 BY1360.an estimated accuracy of +/- 6 seconds.
 BY1360
 BY1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1360.The vertical order pertains to the NGVD 29 superseded value.
 BY1360
 BY1360.The geoid height was determined by GEOID03.
 BY1360
 BY1360;                    North         East    Units  Estimated Accuracy
 BY1360;SPC TX C     - 3,200,020.    1,161,820.      MT  (+/- 180 meters Scaled)
 BY1360
 BY1360                          SUPERSEDED SURVEY CONTROL
 BY1360
 BY1360  NGVD 29 (??/??/92)  108.222  (m)          355.06   (f) ADJ UNCH    1 2
 BY1360
 BY1360.Superseded values are not recommended for survey control.
 BY1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1360.See file dsdata.txt to determine how the superseded data were derived.
 BY1360
 BY1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ644743(NAD 83)
 BY1360_MARKER: DB = BENCH MARK DISK
 BY1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1360_STAMPING: J 1165 1960
 BY1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1360+STABILITY: SURFACE MOTION
 BY1360
 BY1360  HISTORY     - Date     Condition        Report By
 BY1360  HISTORY     - 1960     MONUMENTED       CGS
 BY1360  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1360
 BY1360                          STATION DESCRIPTION
 BY1360
 BY1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1360'4.75 MI N FROM CROCKETT.
 BY1360'ABOUT 4.75 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1360'STATION AT CROCKETT, 14 1/2 FEET WEST OF THE FIRST POLE SOUTH OF POLE
 BY1360'32/20, 44 FEET WEST OF THE WEST RAIL, 69 FEET SOUTHWEST OF THE CENTER
 BY1360'OF A DIRT ROAD CROSSING, 50 FEET SOUTH OF THE CENTER LINE OF A DIRT
 BY1360'ROAD, 1 1/2 FEET EAST OF A FENCE, 21 FEET SOUTH OF A T-FENCE CORNER,
 BY1360'1.9 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 BY1360'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BY1360'PROJECTING 6 INCHES.
 BY1360
 BY1360                          STATION RECOVERY (1980)
 BY1360
 BY1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2115 ***********************************************************************
 BY2115  DESIGNATION -  J 1166
 BY2115  PID         -  BY2115
 BY2115  STATE/COUNTY-  TX/ANDERSON
 BY2115  USGS QUAD   -  ELKHART CREEK (1982)
 BY2115
 BY2115                         *CURRENT SURVEY CONTROL
 BY2115  ___________________________________________________________________
 BY2115* NAD 83(1986)-  31 35 48.     (N)    095 31 39.     (W)     SCALED    
 BY2115* NAVD 88     -       133.82   (+/-2cm)     439.0    (feet)  VERTCON   
 BY2115  ___________________________________________________________________
 BY2115  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BY2115
 BY2115  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY2115
 BY2115.The horizontal coordinates were scaled from a topographic map and have
 BY2115.an estimated accuracy of +/- 6 seconds.
 BY2115
 BY2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2115.The vertical order pertains to the NGVD 29 superseded value.
 BY2115
 BY2115.The geoid height was determined by GEOID03.
 BY2115
 BY2115;                    North         East    Units  Estimated Accuracy
 BY2115;SPC TX C     - 3,223,810.    1,155,920.      MT  (+/- 180 meters Scaled)
 BY2115
 BY2115                          SUPERSEDED SURVEY CONTROL
 BY2115
 BY2115  NGVD 29 (??/??/92)  133.811  (m)          439.01   (f) ADJ UNCH    1 2
 BY2115
 BY2115.Superseded values are not recommended for survey control.
 BY2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2115.See file dsdata.txt to determine how the superseded data were derived.
 BY2115
 BY2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ601985(NAD 83)
 BY2115_MARKER: DB = BENCH MARK DISK
 BY2115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BY2115_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BY2115_STAMPING: J 1166 1960
 BY2115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2115
 BY2115  HISTORY     - Date     Condition        Report By
 BY2115  HISTORY     - 1960     MONUMENTED       CGS
 BY2115
 BY2115                          STATION DESCRIPTION
 BY2115
 BY2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY2115'3.75 MI SE FROM ELKHART.
 BY2115'ABOUT 3.75 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 BY2115'THE STATION AT ELKHART, AT THE NORTHEAST END OF A CUT, 69 1/2 FEET
 BY2115'SOUTHWEST OF MILEPOST 16, 39 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6
 BY2115'1/2 FEET NORTH-NORTHWEST OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF
 BY2115'THE TRACK, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE THAT PROJECTS 1
 BY2115'FOOT.  NOTE-- 25 FEET SOUTHWEST OF BENCH MARK J 1166, IN THE NORTHEAST
 BY2115'ROOT OF A 15-INCH OAK TREE, A COPPER NAIL AND WASHER STAMPED AP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0063 ***********************************************************************
 DO0063  DESIGNATION -  J 1167
 DO0063  PID         -  DO0063
 DO0063  STATE/COUNTY-  TX/CLAY
 DO0063  USGS QUAD   -  BELLEVUE (1968)
 DO0063
 DO0063                         *CURRENT SURVEY CONTROL
 DO0063  ___________________________________________________________________
 DO0063* NAD 83(1986)-  33 38 36.     (N)    098 01 41.     (W)     SCALED    
 DO0063* NAVD 88     -       302.663  (meters)     992.99   (feet)  ADJUSTED  
 DO0063  ___________________________________________________________________
 DO0063  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DO0063  DYNAMIC HT  -         302.326 (meters)     991.88  (feet)  COMP
 DO0063  MODELED GRAV-     979,516.4   (mgal)                       NAVD 88
 DO0063
 DO0063  VERT ORDER  -  FIRST     CLASS II
 DO0063
 DO0063.The horizontal coordinates were scaled from a topographic map and have
 DO0063.an estimated accuracy of +/- 6 seconds.
 DO0063
 DO0063.The orthometric height was determined by differential leveling
 DO0063.and adjusted by the National Geodetic Survey in June 1991..
 DO0063.WARNING-Repeat measurements at this control monument indicate possible
 DO0063.vertical movement.
 DO0063
 DO0063.The geoid height was determined by GEOID03.
 DO0063
 DO0063.The dynamic height is computed by dividing the NAVD 88
 DO0063.geopotential number by the normal gravity value computed on the
 DO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0063.degrees latitude (g = 980.6199 gals.).
 DO0063
 DO0063.The modeled gravity was interpolated from observed gravity values.
 DO0063
 DO0063;                    North         East    Units  Estimated Accuracy
 DO0063;SPC TXNC     - 2,219,300.      643,780.      MT  (+/- 180 meters Scaled)
 DO0063
 DO0063                          SUPERSEDED SURVEY CONTROL
 DO0063
 DO0063  NGVD 29 (??/??/92)  302.600  (m)          992.78   (f) ADJ UNCH    1 2
 DO0063
 DO0063.Superseded values are not recommended for survey control.
 DO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0063.See file dsdata.txt to determine how the superseded data were derived.
 DO0063
 DO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC901230(NAD 83)
 DO0063_MARKER: DB = BENCH MARK DISK
 DO0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0063_SP_SET: CULVERT
 DO0063_STAMPING: J 1167 1961
 DO0063_MARK LOGO: CGS   
 DO0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0063
 DO0063  HISTORY     - Date     Condition        Report By
 DO0063  HISTORY     - 1961     MONUMENTED       CGS
 DO0063  HISTORY     - 1984     GOOD             NGS
 DO0063
 DO0063                          STATION DESCRIPTION
 DO0063
 DO0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0063'1.05 MI NW FROM BELLEVUE.
 DO0063'ABOUT 0.1 MILE NORTH ALONG FARM ROAD 1288 FROM THE POST OFFICE AT
 DO0063'BELLEVUE, THENCE 0.95 MILE NORTHWEST ALONG THE FORT WORTH AND DENVER
 DO0063'RAILWAY, 0.35 MILE NORTHWEST OF MILEPOST 80, 26 FEET SOUTHWEST OF THE
 DO0063'SOUTHWEST RAIL, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 DO0063'HEAD WALL OF A 36-INCH STEEL CULVERT, 63 FEET NORTHEAST OF THE CENTER
 DO0063'LINE OF THE NORTHEAST LANE OF U. S. HIGHWAY 287, ABOUT 6 FEET BELOW
 DO0063'THE LEVEL OF THE HIGHWAY, AND 12 FEET BELOW THE LEVEL OF THE TRACK.
 DO0063
 DO0063                          STATION RECOVERY (1984)
 DO0063
 DO0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0063'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DO0063'TO REACH FOLLOWS.  19.1 KM (11.85 MI) NORTHWESTERLY ALONG THE
 DO0063'BURLINGTON NORTHERN RAILROAD FROM THE STATION IN BOWIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0233 ***********************************************************************
 DO0233  DESIGNATION -  J 1168
 DO0233  PID         -  DO0233
 DO0233  STATE/COUNTY-  TX/JACK
 DO0233  USGS QUAD   -  JOHNSON LAKE (1964)
 DO0233
 DO0233                         *CURRENT SURVEY CONTROL
 DO0233  ___________________________________________________________________
 DO0233* NAD 83(1986)-  33 18 01.     (N)    098 11 03.     (W)     SCALED    
 DO0233* NAVD 88     -       304.544  (meters)     999.16   (feet)  ADJUSTED  
 DO0233  ___________________________________________________________________
 DO0233  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DO0233  DYNAMIC HT  -         304.198 (meters)     998.02  (feet)  COMP
 DO0233  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 DO0233
 DO0233  VERT ORDER  -  SECOND    CLASS 0
 DO0233
 DO0233.The horizontal coordinates were scaled from a topographic map and have
 DO0233.an estimated accuracy of +/- 6 seconds.
 DO0233
 DO0233.The orthometric height was determined by differential leveling
 DO0233.and adjusted by the National Geodetic Survey in June 1991..
 DO0233
 DO0233.The geoid height was determined by GEOID03.
 DO0233
 DO0233.The dynamic height is computed by dividing the NAVD 88
 DO0233.geopotential number by the normal gravity value computed on the
 DO0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0233.degrees latitude (g = 980.6199 gals.).
 DO0233
 DO0233.The modeled gravity was interpolated from observed gravity values.
 DO0233
 DO0233;                    North         East    Units  Estimated Accuracy
 DO0233;SPC TXNC     - 2,181,200.      629,410.      MT  (+/- 180 meters Scaled)
 DO0233
 DO0233                          SUPERSEDED SURVEY CONTROL
 DO0233
 DO0233  NGVD 29 (??/??/92)  304.631  (m)          999.44   (f) ADJ UNCH    2 0
 DO0233
 DO0233.Superseded values are not recommended for survey control.
 DO0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0233.See file dsdata.txt to determine how the superseded data were derived.
 DO0233
 DO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB759848(NAD 83)
 DO0233_MARKER: DB = BENCH MARK DISK
 DO0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0233_SP_SET: CULVERT
 DO0233_STAMPING: J 1168 1961
 DO0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0233
 DO0233  HISTORY     - Date     Condition        Report By
 DO0233  HISTORY     - 1961     MONUMENTED       CGS
 DO0233  HISTORY     - 1984     GOOD             NGS
 DO0233  HISTORY     - 20010325 GOOD             USPSQD
 DO0233  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0233
 DO0233                          STATION DESCRIPTION
 DO0233
 DO0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0233'6.0 MI N FROM JACKSBORO.
 DO0233'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0233'199 AND 148 FROM THE COURTHOUSE AT JACKSBORO, THENCE 5.3 MILES NORTH
 DO0233'ALONG STATE HIGHWAY 148, 0.35 MILE NORTH OF THE JUNCTION OF THE
 DO0233'HIGHWAY AND FARM ROAD 2190, 91 FEET EAST OF THE CENTER LINE OF THE
 DO0233'HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP ON THE WEST SLOPE OF A HILL,
 DO0233'122 FEET SOUTHEAST OF THE EAST HEAD WALL OF A CULVERT, 16 FEET EAST OF
 DO0233'A FENCE, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND PROJECTING
 DO0233'12 INCHES.
 DO0233
 DO0233                          STATION RECOVERY (1984)
 DO0233
 DO0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0233'RECOVERED IN GOOD CONDITION.
 DO0233
 DO0233                          STATION RECOVERY (2001)
 DO0233
 DO0233'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0233'RECOVERED IN GOOD CONDITION.
 DO0233
 DO0233                          STATION RECOVERY (2005)
 DO0233
 DO0233'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 DO0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0089 ***********************************************************************
 DO0089  DESIGNATION -  J 1169
 DO0089  PID         -  DO0089
 DO0089  STATE/COUNTY-  TX/ARCHER
 DO0089  USGS QUAD   -  WINDTHORST (1962)
 DO0089
 DO0089                         *CURRENT SURVEY CONTROL
 DO0089  ___________________________________________________________________
 DO0089* NAD 83(1993)-  33 34 39.31316(N)    098 27 13.78598(W)     ADJUSTED  
 DO0089* NAVD 88     -       307.851  (meters)    1010.01   (feet)  ADJUSTED  
 DO0089  ___________________________________________________________________
 DO0089  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 DO0089  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DO0089  DYNAMIC HT  -         307.502 (meters)    1008.86  (feet)  COMP
 DO0089  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 DO0089
 DO0089  HORZ ORDER  -  SECOND
 DO0089  VERT ORDER  -  SECOND    CLASS 0
 DO0089
 DO0089.The horizontal coordinates were established by classical geodetic methods
 DO0089.and adjusted by the National Geodetic Survey in February 1996..
 DO0089
 DO0089.The orthometric height was determined by differential leveling
 DO0089.and adjusted by the National Geodetic Survey in June 1991..
 DO0089
 DO0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0089
 DO0089.The geoid height was determined by GEOID03.
 DO0089
 DO0089.The dynamic height is computed by dividing the NAVD 88
 DO0089.geopotential number by the normal gravity value computed on the
 DO0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0089.degrees latitude (g = 980.6199 gals.).
 DO0089
 DO0089.The modeled gravity was interpolated from observed gravity values.
 DO0089
 DO0089;                    North         East     Units Scale Factor Converg.
 DO0089;SPC TXNC     - 2,211,906.447   604,286.089   MT  0.99991464   +0 01 30.7
 DO0089;SPC TXNC     - 7,256,896.40  1,982,561.94   sFT  0.99991464   +0 01 30.7
 DO0089;UTM  14      - 3,715,454.882   550,686.253   MT  0.99963167   +0 18 07.5
 DO0089
 DO0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0089!SPC TXNC     -   0.99995606  x   0.99991464  =   0.99987071
 DO0089!UTM  14      -   0.99995606  x   0.99963167  =   0.99958775
 DO0089
 DO0089|---------------------------------------------------------------------|
 DO0089| PID    Reference Object                     Distance      Geod. Az  |
 DO0089|                                                           dddmmss.s |
 DO0089| DO0689 WIND AZ MK                           31.759 METERS 01858     |
 DO0089| DO0688 WIND AZ MK PT A                      16.510 METERS 06914     |
 DO0089| DO0686 WINDTHORST CATH CH SPIRE            APPROX. 1.4 KM 1000140.3 |
 DO0089| DO0756 WINDTHORST ARCO RAD MAST            APPROX.10.8 KM 2151412.1 |
 DO0089|---------------------------------------------------------------------|
 DO0089
 DO0089                          SUPERSEDED SURVEY CONTROL
 DO0089
 DO0089  NAD 83(1993)-  33 34 39.31340(N)    098 27 13.78560(W) AD(       ) 2
 DO0089  NAD 83(1986)-  33 34 39.31575(N)    098 27 13.77208(W) AD(       ) 2
 DO0089  NAD 27      -  33 34 38.93629(N)    098 27 12.58496(W) AD(       ) 2
 DO0089  NGVD 29 (??/??/92)  307.778  (m)         1009.77   (f) ADJ UNCH    2 0
 DO0089
 DO0089.Superseded values are not recommended for survey control.
 DO0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0089.See file dsdata.txt to determine how the superseded data were derived.
 DO0089
 DO0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC5068615455(NAD 83)
 DO0089_MARKER: DB = BENCH MARK DISK
 DO0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0089_STAMPING: J 1169 1961
 DO0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0089+STABILITY: SURFACE MOTION
 DO0089
 DO0089  HISTORY     - Date     Condition        Report By
 DO0089  HISTORY     - 1961     MONUMENTED       CGS
 DO0089  HISTORY     - 1978     GOOD             NGS
 DO0089  HISTORY     - 20010530 GOOD             USPSQD
 DO0089
 DO0089                          STATION DESCRIPTION
 DO0089
 DO0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0089'1.0 MI W FROM WINDTHORST.
 DO0089'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT
 DO0089'WINDTHORST, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 DO0089'WEST OF THE EXTENDED CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 6
 DO0089'FEET WEST OF A CORNER FENCE POST, 1 1/2 FEET NORTH OF A FENCE, 1.5
 DO0089'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DO0089'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DO0089
 DO0089                          STATION RECOVERY (1978)
 DO0089
 DO0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0089'THE STATION IS LOCATED 1 MILE WEST OF WINDTHORST, ALONG STATE
 DO0089'HIGHWAY 25, ON ROAD RIGHT-OF-WAY.
 DO0089'
 DO0089'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0089'STATE HIGHWAY 25 IN WINDTHORST, GO WEST ON STATE HIGHWAY 25
 DO0089'FOR 1.0 MILE TO A FARM LANE ON THE RIGHT AND THE STATION ON THE
 DO0089'LEFT.
 DO0089'
 DO0089'STATION MARK, STAMPED---J 1169 1961---, IS A STANDARD BENCH
 DO0089'MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DO0089'PROJECTING 3 INCHES ABOVE GROUND.  IT IS UNDER A POWER LINE
 DO0089'CROSSING THE HIGHWAY, 49 FEET SOUTH OF THE CENTER OF THE
 DO0089'HIGHWAY, 6.5 FEET WEST-NORTHWEST OF A T-FENCE CORNER, 1.7 FEET
 DO0089'NORTH OF A FENCE, 1.7 FEET EAST OF A METAL WITNESS POST, AND
 DO0089'LEVEL WITH THE HIGHWAY.
 DO0089'
 DO0089'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
 DO0089'AN EDM TIE WAS MADE TO TRAVERSE STATION WIND
 DO0089
 DO0089                          STATION RECOVERY (2001)
 DO0089
 DO0089'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0040 ***********************************************************************
 CA0040  DESIGNATION -  J 117 RESET 1969
 CA0040  PID         -  CA0040
 CA0040  STATE/COUNTY-  TX/HAMILTON
 CA0040  USGS QUAD   -  HAMILTON WEST (1979)
 CA0040
 CA0040                         *CURRENT SURVEY CONTROL
 CA0040  ___________________________________________________________________
 CA0040* NAD 83(1986)-  31 42 05.     (N)    098 07 36.     (W)     SCALED    
 CA0040* NAVD 88     -       375.80   (meters)    1232.9    (feet)  RESET     
 CA0040  ___________________________________________________________________
 CA0040  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CA0040
 CA0040  VERT ORDER  -  THIRD
 CA0040
 CA0040.The horizontal coordinates were scaled from a topographic map and have
 CA0040.an estimated accuracy of +/- 6 seconds.
 CA0040
 CA0040.The orthometric height was computed from unverified reset data.
 CA0040
 CA0040.The geoid height was determined by GEOID03.
 CA0040
 CA0040;                    North         East    Units  Estimated Accuracy
 CA0040;SPC TX C     - 3,227,640.      909,170.      MT  (+/- 180 meters Scaled)
 CA0040
 CA0040                          SUPERSEDED SURVEY CONTROL
 CA0040
 CA0040.No superseded survey control is available for this station.
 CA0040
 CA0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA827076(NAD 83)
 CA0040_MARKER: DB = BENCH MARK DISK
 CA0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0040_SP_SET: PORCH
 CA0040_STAMPING: J 117 RESET 1969
 CA0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0040
 CA0040  HISTORY     - Date     Condition        Report By
 CA0040  HISTORY     - 1969     MONUMENTED       CGS
 CA0040
 CA0040                          STATION DESCRIPTION
 CA0040
 CA0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CA0040'0.3 MI SW FROM HAMILTON.
 CA0040'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE SOUTHWEST CORNER OF
 CA0040'SQUARE AT THE COURT HOUSE IN HAMILTON, THENCE 0.1 MILE SOUTH ALONG
 CA0040'COLLEGE AVENUE TO SCHOOL AND SITE OF BENCH MARK.  AT THE NORTH SIDE OF
 CA0040'THE ANN WHITNEY ELEMENTARY SCHOOL BUILDING, IN THE SOUTHEAST CORNER OF
 CA0040'CONCRETE PORCH AT THE NORTH ENTRANCE TO BUILDING.  A C AND GS BENCH
 CA0040'MARK DISK SET IN A DRILL HOLE FLUSH WITH THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0180 ***********************************************************************
 DO0180  DESIGNATION -  J 1170
 DO0180  PID         -  DO0180
 DO0180  STATE/COUNTY-  TX/JACK
 DO0180  USGS QUAD   -  JACKSBORO NE (1982)
 DO0180
 DO0180                         *CURRENT SURVEY CONTROL
 DO0180  ___________________________________________________________________
 DO0180* NAD 83(1986)-  33 09 32.     (N)    098 05 58.     (W)     SCALED    
 DO0180* NAVD 88     -       341.336  (meters)    1119.87   (feet)  ADJUSTED  
 DO0180  ___________________________________________________________________
 DO0180  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DO0180  DYNAMIC HT  -         340.939 (meters)    1118.56  (feet)  COMP
 DO0180  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 DO0180
 DO0180  VERT ORDER  -  SECOND    CLASS 0
 DO0180
 DO0180.The horizontal coordinates were scaled from a topographic map and have
 DO0180.an estimated accuracy of +/- 6 seconds.
 DO0180
 DO0180.The orthometric height was determined by differential leveling
 DO0180.and adjusted by the National Geodetic Survey in June 1991..
 DO0180
 DO0180.The geoid height was determined by GEOID03.
 DO0180
 DO0180.The dynamic height is computed by dividing the NAVD 88
 DO0180.geopotential number by the normal gravity value computed on the
 DO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0180.degrees latitude (g = 980.6199 gals.).
 DO0180
 DO0180.The modeled gravity was interpolated from observed gravity values.
 DO0180
 DO0180;                    North         East    Units  Estimated Accuracy
 DO0180;SPC TXNC     - 2,165,540.      637,360.      MT  (+/- 180 meters Scaled)
 DO0180
 DO0180                          SUPERSEDED SURVEY CONTROL
 DO0180
 DO0180  NGVD 29 (??/??/92)  341.257  (m)         1119.61   (f) ADJ UNCH    2 0
 DO0180
 DO0180.Superseded values are not recommended for survey control.
 DO0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0180.See file dsdata.txt to determine how the superseded data were derived.
 DO0180
 DO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB839692(NAD 83)
 DO0180_MARKER: DB = BENCH MARK DISK
 DO0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0180_SP_SET: BRIDGE
 DO0180_STAMPING: J 1170 1961
 DO0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0180
 DO0180  HISTORY     - Date     Condition        Report By
 DO0180  HISTORY     - 1961     MONUMENTED       CGS
 DO0180  HISTORY     - 20010325 GOOD             USPSQD
 DO0180  HISTORY     - 20050312 GOOD             USPSQD
 DO0180
 DO0180                          STATION DESCRIPTION
 DO0180
 DO0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0180'5.65 MI SE FROM JACKSBORO.
 DO0180'ABOUT 5.65 MILES SOUTHEAST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0180'199 FROM THE COURTHOUSE AT JACKSBORO, 21 FEET SOUTHWEST OF THE CENTER
 DO0180'LINE OF THE NORTHEAST TRAFFIC LANE OF THE HIGHWAY, SET IN THE TOP OF
 DO0180'THE SOUTH CONCRETE WING WALL OF THE CONCRETE BRIDGE OVER CARROLL
 DO0180'CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.
 DO0180
 DO0180                          STATION RECOVERY (2001)
 DO0180
 DO0180'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0180'RECOVERED IN GOOD CONDITION.
 DO0180
 DO0180                          STATION RECOVERY (2005)
 DO0180
 DO0180'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0354 ***********************************************************************
 CU0354  DESIGNATION -  J 1171
 CU0354  PID         -  CU0354
 CU0354  STATE/COUNTY-  TX/MITCHELL
 CU0354  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0354
 CU0354                         *CURRENT SURVEY CONTROL
 CU0354  ___________________________________________________________________
 CU0354* NAD 83(1986)-  32 16 16.     (N)    100 48 21.     (W)     SCALED    
 CU0354* NAVD 88     -       658.558  (meters)    2160.62   (feet)  ADJUSTED  
 CU0354  ___________________________________________________________________
 CU0354  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CU0354  DYNAMIC HT  -         657.680 (meters)    2157.74  (feet)  COMP
 CU0354  MODELED GRAV-     979,284.6   (mgal)                       NAVD 88
 CU0354
 CU0354  VERT ORDER  -  SECOND    CLASS 0
 CU0354
 CU0354.The horizontal coordinates were scaled from a topographic map and have
 CU0354.an estimated accuracy of +/- 6 seconds.
 CU0354
 CU0354.The orthometric height was determined by differential leveling
 CU0354.and adjusted by the National Geodetic Survey in June 1991..
 CU0354
 CU0354.The geoid height was determined by GEOID03.
 CU0354
 CU0354.The dynamic height is computed by dividing the NAVD 88
 CU0354.geopotential number by the normal gravity value computed on the
 CU0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0354.degrees latitude (g = 980.6199 gals.).
 CU0354
 CU0354.The modeled gravity was interpolated from observed gravity values.
 CU0354
 CU0354;                    North         East    Units  Estimated Accuracy
 CU0354;SPC TXNC     - 2,069,410.      382,780.      MT  (+/- 180 meters Scaled)
 CU0354
 CU0354                          SUPERSEDED SURVEY CONTROL
 CU0354
 CU0354  NGVD 29 (??/??/92)  658.353  (m)         2159.95   (f) ADJ UNCH    2 0
 CU0354
 CU0354.Superseded values are not recommended for survey control.
 CU0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0354.See file dsdata.txt to determine how the superseded data were derived.
 CU0354
 CU0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA299719(NAD 83)
 CU0354_MARKER: DB = BENCH MARK DISK
 CU0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0354_SP_SET: CULVERT
 CU0354_STAMPING: J 1171 1961
 CU0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0354
 CU0354  HISTORY     - Date     Condition        Report By
 CU0354  HISTORY     - 1961     MONUMENTED       CGS
 CU0354
 CU0354                          STATION DESCRIPTION
 CU0354
 CU0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0354'10.05 MI SE FROM COLORADO CITY.
 CU0354'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0354'STATION AT COLORADO CITY, THENCE 8.25 MILES SOUTHEAST ALONG STATE
 CU0354'HIGHWAY 208, 0.05 MILE NORTHWEST OF A GATE AND A TRACK ROAD LEADING
 CU0354'EAST TO A STEEL TOWER, 27 FEET NORTHEAST OF THE CENTER LINE OF THE
 CU0354'HIGHWAY. SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 CU0354'HEAD WALL OF A CONCRETE CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 CU0354'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0275 ***********************************************************************
 CB0275  DESIGNATION -  J 1172
 CB0275  PID         -  CB0275
 CB0275  STATE/COUNTY-  TX/COKE
 CB0275  USGS QUAD   -  EDITH (1987)
 CB0275
 CB0275                         *CURRENT SURVEY CONTROL
 CB0275  ___________________________________________________________________
 CB0275* NAD 83(1986)-  31 58 18.     (N)    100 32 01.     (W)     SCALED    
 CB0275* NAVD 88     -       637.284  (meters)    2090.82   (feet)  ADJUSTED  
 CB0275  ___________________________________________________________________
 CB0275  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 CB0275  DYNAMIC HT  -         636.437 (meters)    2088.04  (feet)  COMP
 CB0275  MODELED GRAV-     979,290.6   (mgal)                       NAVD 88
 CB0275
 CB0275  VERT ORDER  -  SECOND    CLASS 0
 CB0275
 CB0275.The horizontal coordinates were scaled from a topographic map and have
 CB0275.an estimated accuracy of +/- 6 seconds.
 CB0275
 CB0275.The orthometric height was determined by differential leveling
 CB0275.and adjusted by the National Geodetic Survey in June 1991..
 CB0275
 CB0275.The geoid height was determined by GEOID03.
 CB0275
 CB0275.The dynamic height is computed by dividing the NAVD 88
 CB0275.geopotential number by the normal gravity value computed on the
 CB0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0275.degrees latitude (g = 980.6199 gals.).
 CB0275
 CB0275.The modeled gravity was interpolated from observed gravity values.
 CB0275
 CB0275;                    North         East    Units  Estimated Accuracy
 CB0275;SPC TX C     - 3,255,550.      681,070.      MT  (+/- 180 meters Scaled)
 CB0275
 CB0275                          SUPERSEDED SURVEY CONTROL
 CB0275
 CB0275  NGVD 29 (??/??/92)  637.087  (m)         2090.18   (f) ADJ UNCH    2 0
 CB0275
 CB0275.Superseded values are not recommended for survey control.
 CB0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0275.See file dsdata.txt to determine how the superseded data were derived.
 CB0275
 CB0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA550383(NAD 83)
 CB0275_MARKER: DB = BENCH MARK DISK
 CB0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0275_STAMPING: J 1172 1961
 CB0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0275+STABILITY: SURFACE MOTION
 CB0275
 CB0275  HISTORY     - Date     Condition        Report By
 CB0275  HISTORY     - 1961     MONUMENTED       CGS
 CB0275
 CB0275                          STATION DESCRIPTION
 CB0275
 CB0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0275'6.4 MI NW FROM ROBERT LEE.
 CB0275'ABOUT 0.2 MILE NORTHEAST ALONG LOOP 229 FROM THE COURTHOUSE AT ROBERT
 CB0275'LEE, THENCE 6.2 MILES NORTHWEST ALONG STATE HIGHWAY 208, 48 FEET
 CB0275'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 81 FEET EAST OF THE
 CB0275'CENTER OF THE JUNCTION OF THE HIGHWAY AND A GRADED DIRT ROAD LEADING
 CB0275'TO SANCO, 34 FEET NORTHWEST OF A CONCRETE F.A.P. MARK NUMBER 330+00,
 CB0275'22 FEET SOUTHEAST OF A TELEPHONE POLE, 2 1/2 FEET SOUTHWEST OF A
 CB0275'FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 CB0275'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CB0275'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0113 ***********************************************************************
 CU0113  DESIGNATION -  J 1173
 CU0113  PID         -  CU0113
 CU0113  STATE/COUNTY-  TX/FISHER
 CU0113  USGS QUAD   -  LONGWORTH (1969)
 CU0113
 CU0113                         *CURRENT SURVEY CONTROL
 CU0113  ___________________________________________________________________
 CU0113* NAD 83(1986)-  32 41 52.     (N)    100 22 26.     (W)     SCALED    
 CU0113* NAVD 88     -       591.804  (meters)    1941.61   (feet)  ADJUSTED  
 CU0113  ___________________________________________________________________
 CU0113  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CU0113  DYNAMIC HT  -         591.022 (meters)    1939.04  (feet)  COMP
 CU0113  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 CU0113
 CU0113  VERT ORDER  -  SECOND    CLASS 0
 CU0113
 CU0113.The horizontal coordinates were scaled from a topographic map and have
 CU0113.an estimated accuracy of +/- 6 seconds.
 CU0113
 CU0113.The orthometric height was determined by differential leveling
 CU0113.and adjusted by the National Geodetic Survey in June 1991..
 CU0113
 CU0113.The geoid height was determined by GEOID03.
 CU0113
 CU0113.The dynamic height is computed by dividing the NAVD 88
 CU0113.geopotential number by the normal gravity value computed on the
 CU0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0113.degrees latitude (g = 980.6199 gals.).
 CU0113
 CU0113.The modeled gravity was interpolated from observed gravity values.
 CU0113
 CU0113;                    North         East    Units  Estimated Accuracy
 CU0113;SPC TXNC     - 2,115,910.      424,310.      MT  (+/- 180 meters Scaled)
 CU0113
 CU0113                          SUPERSEDED SURVEY CONTROL
 CU0113
 CU0113  NGVD 29 (??/??/92)  591.572  (m)         1940.85   (f) ADJ UNCH    2 0
 CU0113
 CU0113.Superseded values are not recommended for survey control.
 CU0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0113.See file dsdata.txt to determine how the superseded data were derived.
 CU0113
 CU0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB712186(NAD 83)
 CU0113_MARKER: DB = BENCH MARK DISK
 CU0113_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0113_SP_SET: 17.5 FT
 CU0113_STAMPING: J 1173 1961
 CU0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0113
 CU0113  HISTORY     - Date     Condition        Report By
 CU0113  HISTORY     - 1961     MONUMENTED       CGS
 CU0113
 CU0113                          STATION DESCRIPTION
 CU0113
 CU0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0113'3.3 MI S FROM ROBY.
 CU0113'ABOUT 3.3 MILES SOUTH ALONG STATE HIGHWAY 70 FROM THE COUNTY
 CU0113'COURTHOUSE AT ROBY, 0.1 MILE NORTH OF A PRIVATE DRIVEWAY, ABOUT 113
 CU0113'YARDS NORTH-NORTHEAST OF THE NORTH END OF THE EAST CONCRETE HEAD WALL
 CU0113'OF A DOUBLE CHANNEL CULVERT, 85 FEET EAST OF THE CENTER LINE OF THE
 CU0113'HIGHWAY, 70 FEET SOUTHEAST OF A TELEPHONE POLE, 37 FEET EAST OF A ROW
 CU0113'OF TELEPHONE POLES, 2 FEET WEST OF A FENCE, 2.3 FEET SOUTH OF A METAL
 CU0113'WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK
 CU0113'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 CU0113'OF 17 1/2 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0126 ***********************************************************************
 DP0126  FBN         -  This is a Federal Base Network Control Station.
 DP0126  DESIGNATION -  J 1174
 DP0126  PID         -  DP0126
 DP0126  STATE/COUNTY-  TX/KENT
 DP0126  USGS QUAD   -  A B C CREEK (1969)
 DP0126
 DP0126                         *CURRENT SURVEY CONTROL
 DP0126  ___________________________________________________________________
 DP0126* NAD 83(1993)-  33 00 26.30798(N)    100 33 28.58679(W)     ADJUSTED  
 DP0126* NAVD 88     -       666.823  (meters)    2187.74   (feet)  ADJUSTED  
 DP0126  ___________________________________________________________________
 DP0126  X           -    -981,116.461 (meters)                     COMP
 DP0126  Y           -  -5,263,917.262 (meters)                     COMP
 DP0126  Z           -   3,454,986.609 (meters)                     COMP
 DP0126  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 DP0126  ELLIP HEIGHT-         639.35  (meters)          (05/01/00) GPS OBS
 DP0126  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DP0126  DYNAMIC HT  -         665.973 (meters)    2184.95  (feet)  COMP
 DP0126  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 DP0126
 DP0126  HORZ ORDER  -  B
 DP0126  VERT ORDER  -  SECOND    CLASS 0
 DP0126  ELLP ORDER  -  THIRD     CLASS I
 DP0126
 DP0126.The horizontal coordinates were established by GPS observations
 DP0126.and adjusted by the National Geodetic Survey in May 1994..
 DP0126
 DP0126.The orthometric height was determined by differential leveling
 DP0126.and adjusted by the National Geodetic Survey in June 1991..
 DP0126
 DP0126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0126
 DP0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0126
 DP0126.The ellipsoidal height was determined by GPS observations
 DP0126.and is referenced to NAD 83.
 DP0126
 DP0126.The geoid height was determined by GEOID03.
 DP0126
 DP0126.The dynamic height is computed by dividing the NAVD 88
 DP0126.geopotential number by the normal gravity value computed on the
 DP0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0126.degrees latitude (g = 980.6199 gals.).
 DP0126
 DP0126.The modeled gravity was interpolated from observed gravity values.
 DP0126
 DP0126;                    North         East     Units Scale Factor Converg.
 DP0126;SPC TXNC     - 2,150,546.534   407,731.411   MT  0.99987292   -1 07 20.6
 DP0126;SPC TXNC     - 7,055,584.75  1,337,698.80   sFT  0.99987292   -1 07 20.6
 DP0126;UTM  14      - 3,653,175.075   354,468.314   MT  0.99986114   -0 50 55.8
 DP0126
 DP0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0126!SPC TXNC     -   0.99989963  x   0.99987292  =   0.99977256
 DP0126!UTM  14      -   0.99989963  x   0.99986114  =   0.99976079
 DP0126
 DP0126                          SUPERSEDED SURVEY CONTROL
 DP0126
 DP0126  ELLIP H (05/09/94)  639.35   (m)                       GP(       ) 4 2
 DP0126  NAVD 88 (05/09/94)  666.82   (m)         2187.7    (f) LEVELING    3  
 DP0126  NGVD 29 (??/??/92)  666.570  (m)         2186.91   (f) ADJ UNCH    2 0
 DP0126
 DP0126.Superseded values are not recommended for survey control.
 DP0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0126.See file dsdata.txt to determine how the superseded data were derived.
 DP0126
 DP0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB5446853175(NAD 83)
 DP0126_MARKER: DB = BENCH MARK DISK
 DP0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0126_SP_SET: CONCRETE POST
 DP0126_STAMPING: J 1174 1961
 DP0126_MARK LOGO: CGS   
 DP0126_PROJECTION: FLUSH
 DP0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0126+STABILITY: SURFACE MOTION
 DP0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0126+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998
 DP0126
 DP0126  HISTORY     - Date     Condition        Report By
 DP0126  HISTORY     - 1961     MONUMENTED       CGS
 DP0126  HISTORY     - 1971     GOOD             USGS
 DP0126  HISTORY     - 19930204 GOOD             NGS
 DP0126  HISTORY     - 19980202 GOOD             NGS
 DP0126  HISTORY     - 19980317 GOOD             TXDOT
 DP0126  HISTORY     - 19990710 GOOD             TXDOT
 DP0126
 DP0126                          STATION DESCRIPTION
 DP0126
 DP0126'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DP0126'13.45 MI NW FROM ROTAN.
 DP0126'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVE.  FROM THE MOST SOUTHERLY OF
 DP0126'A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 13.45 MILES NORTHWEST
 DP0126'ALONG STATE HIGHWAY 70, SOUTHWEST OF AND ON THE OUTSIDE OF A CURVE IN
 DP0126'THE HIGHWAY, 86 FEET NORTHWEST CENTER OF A CATTLEGUARD, 164 FEET
 DP0126'SOUTHWEST CENTER OF THE HIGHWAY AT THE JUNCTION OF A DIRT ROAD LEADING
 DP0126'SOUTH TO A RANCH HOUSE, ABOUT 3.3 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 DP0126'2 FEET NORTHEAST OF A FENCE, 1.6 FEET SOUTHEAST OF A METAL WITNESS
 DP0126'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES,
 DP0126'STAMPED J 1174 1961.
 DP0126
 DP0126                          STATION RECOVERY (1993)
 DP0126
 DP0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DP0126'STATION IS LOCATED ABOUT 25 KM (15.55 MI) SOUTH OF JAYTON, 20 KM
 DP0126'(12.40 MI) NORTHWEST OF ROTAN, 5 KM (3.10 MI) NORTHWEST OF THE
 DP0126'KENT-FISHER-STONEWALL COUNTIES JUNCTION CORNER, ALONG STATE HIGHWAY
 DP0126'70, ON THE RIGHT-OF-WAY, AT MILE 283.75, AT AN ENTRANCE TO THE DOUBLE
 DP0126'MOUNTAIN RIVER RANCH.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 DP0126'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 70, 92 AND FARM ROAD 611
 DP0126'IN ROTAN, GO NORTH ON HIGHWAY 70 FOR 11.02 KM (6.85 MI) TO ITS
 DP0126'JUNCTION WITH FARM ROAD 610 ON THE RIGHT.  CONTINUE AHEAD FOR 3.96 KM
 DP0126'(2.45 MI) TO THE KENT-FISHER COUNTY LINE.  CONTINUE AHEAD FOR 6.28 KM
 DP0126'(3.90 MI) TO A DRIVE LEFT TO THE RANCH AND STATION ON THE LEFT.
 DP0126'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 DP0126'PROJECTING 1 CM ABOVE GROUND.  IT IS 44.8 M (147.0 FT) SOUTHWEST OF,
 DP0126'AND LEVEL WITH THE HIGHWAY CENTER, 1.0 M (3.3 FT) NORTHEAST OF THE
 DP0126'RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) EAST OF A METAL WITNESS POST, 17.7
 DP0126'M (58.1 FT) NORTHWEST OF THE CENTER OF THE NORTHWEST ONE OF TWO
 DP0126'GRAVEL ROADS, AND 9.9 M (32.5 FT) NORTHWEST OF THE NORTH CORNER OF A
 DP0126'LARGE STONE FENCE CORNER POST.
 DP0126
 DP0126                          STATION RECOVERY (1998)
 DP0126
 DP0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DP0126'RECOVERED AS DESCRIBED WITH THIS NOTE.  BY R.G. HAYES  NOTE--THE
 DP0126'PREVIOUS DESCRIPTIONS STATES THE STATION IS IN FISHER COUNTY, THIS IS
 DP0126'INCORRECT.  THE STATION IS IN KENT COUNTY.
 DP0126
 DP0126                          STATION RECOVERY (1998)
 DP0126
 DP0126'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 DP0126'STATION IS IN KENT CO, NOT FISHER CO AS LISTED ON THE CD.
 DP0126
 DP0126                          STATION RECOVERY (1999)
 DP0126
 DP0126'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 DP0126'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0190 ***********************************************************************
 DO0190  DESIGNATION -  J 1175
 DO0190  PID         -  DO0190
 DO0190  STATE/COUNTY-  TX/JACK
 DO0190  USGS QUAD   -  PERRIN (1979)
 DO0190
 DO0190                         *CURRENT SURVEY CONTROL
 DO0190  ___________________________________________________________________
 DO0190* NAD 83(1986)-  33 03 58.     (N)    098 03 59.     (W)     SCALED    
 DO0190* NAVD 88     -       329.793  (meters)    1082.00   (feet)  ADJUSTED  
 DO0190  ___________________________________________________________________
 DO0190  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DO0190  DYNAMIC HT  -         329.401 (meters)    1080.71  (feet)  COMP
 DO0190  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 DO0190
 DO0190  VERT ORDER  -  SECOND    CLASS 0
 DO0190
 DO0190.The horizontal coordinates were scaled from a topographic map and have
 DO0190.an estimated accuracy of +/- 6 seconds.
 DO0190
 DO0190.The orthometric height was determined by differential leveling
 DO0190.and adjusted by the National Geodetic Survey in June 1991..
 DO0190
 DO0190.The geoid height was determined by GEOID03.
 DO0190
 DO0190.The dynamic height is computed by dividing the NAVD 88
 DO0190.geopotential number by the normal gravity value computed on the
 DO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0190.degrees latitude (g = 980.6199 gals.).
 DO0190
 DO0190.The modeled gravity was interpolated from observed gravity values.
 DO0190
 DO0190;                    North         East    Units  Estimated Accuracy
 DO0190;SPC TXNC     - 2,155,270.      640,490.      MT  (+/- 180 meters Scaled)
 DO0190
 DO0190                          SUPERSEDED SURVEY CONTROL
 DO0190
 DO0190  NGVD 29 (??/??/92)  329.703  (m)         1081.70   (f) ADJ UNCH    2 0
 DO0190
 DO0190.Superseded values are not recommended for survey control.
 DO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0190.See file dsdata.txt to determine how the superseded data were derived.
 DO0190
 DO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB871590(NAD 83)
 DO0190_MARKER: DB = BENCH MARK DISK
 DO0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0190_STAMPING: J 1175 1961
 DO0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0190+STABILITY: SURFACE MOTION
 DO0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0190+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2004
 DO0190
 DO0190  HISTORY     - Date     Condition        Report By
 DO0190  HISTORY     - 1961     MONUMENTED       CGS
 DO0190  HISTORY     - 20010325 GOOD             USPSQD
 DO0190  HISTORY     - 20040216 GOOD             JCLS
 DO0190  HISTORY     - 20050312 GOOD             USPSQD
 DO0190
 DO0190                          STATION DESCRIPTION
 DO0190
 DO0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0190'2.1 MI N FROM PERRIN.
 DO0190'ABOUT 2.1 MILES NORTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL BUILDING
 DO0190'AT PERRIN, AT A POINT WHERE A POWER LINE CROSSES THE HIGHWAY, 49 FEET
 DO0190'EAST OF THE CENTER LINE OF THE HIGHWAY, 171 FEET NORTH OF THE EXTENDED
 DO0190'CENTER LINE OF A PRIVATE DRIVEWAY LEADING WEST, 20 FEET NORTH OF A
 DO0190'FENCE CORNER, 2 1/2 FEET WEST OF A POWER POLE, 1 1/2 FEET WEST OF A
 DO0190'FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 DO0190'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DO0190'4 INCHES.
 DO0190
 DO0190                          STATION RECOVERY (2001)
 DO0190
 DO0190'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0190'RECOVERED IN GOOD CONDITION.
 DO0190
 DO0190                          STATION RECOVERY (2004)
 DO0190
 DO0190'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DO0190'RECOVERED IN GOOD CONDITION.
 DO0190
 DO0190                          STATION RECOVERY (2005)
 DO0190
 DO0190'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0443 ***********************************************************************
 CU0443  DESIGNATION -  J 1176
 CU0443  PID         -  CU0443
 CU0443  STATE/COUNTY-  TX/SCURRY
 CU0443  USGS QUAD   -  HERMLEIGH (1979)
 CU0443
 CU0443                         *CURRENT SURVEY CONTROL
 CU0443  ___________________________________________________________________
 CU0443* NAD 83(1986)-  32 43 03.     (N)    100 45 27.     (W)     SCALED    
 CU0443* NAVD 88     -       728.962  (meters)    2391.60   (feet)  ADJUSTED  
 CU0443  ___________________________________________________________________
 CU0443  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 CU0443  DYNAMIC HT  -         727.993 (meters)    2388.42  (feet)  COMP
 CU0443  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 CU0443
 CU0443  VERT ORDER  -  SECOND    CLASS 0
 CU0443
 CU0443.The horizontal coordinates were scaled from a topographic map and have
 CU0443.an estimated accuracy of +/- 6 seconds.
 CU0443
 CU0443.The orthometric height was determined by differential leveling
 CU0443.and adjusted by the National Geodetic Survey in June 1991..
 CU0443
 CU0443.The geoid height was determined by GEOID03.
 CU0443
 CU0443.The dynamic height is computed by dividing the NAVD 88
 CU0443.geopotential number by the normal gravity value computed on the
 CU0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0443.degrees latitude (g = 980.6199 gals.).
 CU0443
 CU0443.The modeled gravity was interpolated from observed gravity values.
 CU0443
 CU0443;                    North         East    Units  Estimated Accuracy
 CU0443;SPC TXNC     - 2,118,800.      388,400.      MT  (+/- 180 meters Scaled)
 CU0443
 CU0443                          SUPERSEDED SURVEY CONTROL
 CU0443
 CU0443  NGVD 29 (??/??/92)  728.676  (m)         2390.66   (f) ADJ UNCH    2 0
 CU0443
 CU0443.Superseded values are not recommended for survey control.
 CU0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0443.See file dsdata.txt to determine how the superseded data were derived.
 CU0443
 CU0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB352213(NAD 83)
 CU0443_MARKER: DB = BENCH MARK DISK
 CU0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0443_STAMPING: J 1176 1961
 CU0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0443+STABILITY: SURFACE MOTION
 CU0443
 CU0443  HISTORY     - Date     Condition        Report By
 CU0443  HISTORY     - 1961     MONUMENTED       CGS
 CU0443
 CU0443                          STATION DESCRIPTION
 CU0443
 CU0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0443'10.3 MI E FROM SNYDER.
 CU0443'ABOUT 3.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CU0443'FROM THE STATION AT SNYDER, THENCE 7.0 MILES EAST ALONG U. S. HIGHWAY
 CU0443'180, 110 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 119 FEET EAST
 CU0443'OF THE CENTER LINE OF A PAVED ROAD, 164 FEET NORTHEAST OF THE CENTER
 CU0443'OF THE JUNCTION OF THE HIGHWAY AND THE PAVED ROAD, 2 FEET SOUTH OF A
 CU0443'FENCE 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CU0443'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5165 ***********************************************************************
 AE5165  DESIGNATION -  J 1177 RESET
 AE5165  PID         -  AE5165
 AE5165  STATE/COUNTY-  TX/COKE
 AE5165  USGS QUAD   -  GREEN MOUNTAIN (1987)
 AE5165
 AE5165                         *CURRENT SURVEY CONTROL
 AE5165  ___________________________________________________________________
 AE5165* NAD 83(1986)-  31 54 17.     (N)    100 38 33.     (W)     SCALED    
 AE5165* NAVD 88     -       610.47   (meters)    2002.9    (feet)  RESET     
 AE5165  ___________________________________________________________________
 AE5165  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AE5165
 AE5165  VERT ORDER  -  THIRD
 AE5165
 AE5165.The horizontal coordinates were scaled from a topographic map and have
 AE5165.an estimated accuracy of +/- 6 seconds.
 AE5165
 AE5165.The orthometric height was computed from unverified reset data.
 AE5165
 AE5165.The geoid height was determined by GEOID03.
 AE5165
 AE5165;                    North         East    Units  Estimated Accuracy
 AE5165;SPC TX C     - 3,248,150.      670,760.      MT  (+/- 180 meters Scaled)
 AE5165
 AE5165                          SUPERSEDED SURVEY CONTROL
 AE5165
 AE5165.No superseded survey control is available for this station.
 AE5165
 AE5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA446310(NAD 83)
 AE5165_MARKER: DV = VERTICAL CONTROL DISK
 AE5165_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE5165_SP_SET: CULVERT HEADWALL
 AE5165_STAMPING: J 1177 RESET 1981
 AE5165_MARK LOGO: NGS   
 AE5165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5165+STABILITY: SURFACE MOTION
 AE5165
 AE5165  HISTORY     - Date     Condition        Report By
 AE5165  HISTORY     - 1981     MONUMENTED       TXHD
 AE5165
 AE5165                          STATION DESCRIPTION
 AE5165
 AE5165'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1981 (GGL)
 AE5165'ABOUT 0.25 MILE (0.40 KM) NORTH ALONG MAIN STREET FROM THE COUNTY
 AE5165'COURTHOUSE AT ROBERT LEE.  THENCE 9.87 MILES (15.88 KM) WEST ALONG
 AE5165'STATE HIGHWAY 158 AND FARM ROAD 387 AT THE JUNCTION OF THE HIGHWAY AND
 AE5165'A ROAD LEADING SOUTH, 28.33 FEET (8.64 M) NORTH OF CENTERLINE OF THE
 AE5165'HIGHWAY, SET IN THE TOP OF THE NORTH CONCRETE HEADWALL OF A LARGE
 AE5165'CONCRETE CULVERT AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0262 ***********************************************************************
 CB0262  DESIGNATION -  J 1178
 CB0262  PID         -  CB0262
 CB0262  STATE/COUNTY-  TX/STERLING
 CB0262  USGS QUAD   -  STERLING CITY NW (1987)
 CB0262
 CB0262                         *CURRENT SURVEY CONTROL
 CB0262  ___________________________________________________________________
 CB0262* NAD 83(1986)-  31 54 41.     (N)    100 55 36.     (W)     SCALED    
 CB0262* NAVD 88     -       805.081  (meters)    2641.34   (feet)  ADJUSTED  
 CB0262  ___________________________________________________________________
 CB0262  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CB0262  DYNAMIC HT  -         803.973 (meters)    2637.70  (feet)  COMP
 CB0262  MODELED GRAV-     979,236.8   (mgal)                       NAVD 88
 CB0262
 CB0262  VERT ORDER  -  SECOND    CLASS 0
 CB0262
 CB0262.The horizontal coordinates were scaled from a topographic map and have
 CB0262.an estimated accuracy of +/- 6 seconds.
 CB0262
 CB0262.The orthometric height was determined by differential leveling
 CB0262.and adjusted by the National Geodetic Survey in June 1991..
 CB0262
 CB0262.The geoid height was determined by GEOID03.
 CB0262
 CB0262.The dynamic height is computed by dividing the NAVD 88
 CB0262.geopotential number by the normal gravity value computed on the
 CB0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0262.degrees latitude (g = 980.6199 gals.).
 CB0262
 CB0262.The modeled gravity was interpolated from observed gravity values.
 CB0262
 CB0262;                    North         East    Units  Estimated Accuracy
 CB0262;SPC TX C     - 3,249,000.      643,880.      MT  (+/- 180 meters Scaled)
 CB0262
 CB0262                          SUPERSEDED SURVEY CONTROL
 CB0262
 CB0262  NGVD 29 (??/??/92)  804.841  (m)         2640.55   (f) ADJ UNCH    2 0
 CB0262
 CB0262.Superseded values are not recommended for survey control.
 CB0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0262.See file dsdata.txt to determine how the superseded data were derived.
 CB0262
 CB0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA178322(NAD 83)
 CB0262_MARKER: DB = BENCH MARK DISK
 CB0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0262_STAMPING: J 1178 1961
 CB0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0262+STABILITY: SURFACE MOTION
 CB0262
 CB0262  HISTORY     - Date     Condition        Report By
 CB0262  HISTORY     - 1961     MONUMENTED       CGS
 CB0262  HISTORY     - 1972     GOOD             NGS
 CB0262
 CB0262                          STATION DESCRIPTION
 CB0262
 CB0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0262'7.6 MI NE FROM STERLING CITY.
 CB0262'ABOUT 0.75 MILE EAST ALONG U.S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0262'AT STERLING CITY, THENCE 6.85 MILES NORTHEAST ALONG STATE HIGHWAY 158
 CB0262'AND FARM ROAD 387, 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 86
 CB0262'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTH, 4
 CB0262'1/2 FEET WEST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A FENCE, 2.0
 CB0262'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CB0262'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CB0262
 CB0262                          STATION RECOVERY (1972)
 CB0262
 CB0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CB0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0263 ***********************************************************************
 CB0263  DESIGNATION -  J 1178 RESET 1972
 CB0263  PID         -  CB0263
 CB0263  STATE/COUNTY-  TX/STERLING
 CB0263  USGS QUAD   -  STERLING CITY NW (1987)
 CB0263
 CB0263                         *CURRENT SURVEY CONTROL
 CB0263  ___________________________________________________________________
 CB0263* NAD 83(1986)-  31 54 40.     (N)    100 55 36.     (W)     SCALED    
 CB0263* NAVD 88     -       805.12   (+/-2cm)    2641.5    (feet)  VERTCON   
 CB0263  ___________________________________________________________________
 CB0263  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CB0263
 CB0263  VERT ORDER  -  THIRD (See Below)
 CB0263
 CB0263.The horizontal coordinates were scaled from a topographic map and have
 CB0263.an estimated accuracy of +/- 6 seconds.
 CB0263
 CB0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0263.The vertical order pertains to the NGVD 29 superseded value.
 CB0263
 CB0263.The geoid height was determined by GEOID03.
 CB0263
 CB0263;                    North         East    Units  Estimated Accuracy
 CB0263;SPC TX C     - 3,248,970.      643,880.      MT  (+/- 180 meters Scaled)
 CB0263
 CB0263                          SUPERSEDED SURVEY CONTROL
 CB0263
 CB0263  NGVD 29 (01/29/03)  804.89   (m)         2640.7    (f) RESET       3  
 CB0263
 CB0263.Superseded values are not recommended for survey control.
 CB0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0263.See file dsdata.txt to determine how the superseded data were derived.
 CB0263
 CB0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA178322(NAD 83)
 CB0263_MARKER: DB = BENCH MARK DISK
 CB0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0263_STAMPING: J 1178 RESET 1972
 CB0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0263+STABILITY: SURFACE MOTION
 CB0263
 CB0263  HISTORY     - Date     Condition        Report By
 CB0263  HISTORY     - 1972     MONUMENTED       NGS
 CB0263
 CB0263                          STATION DESCRIPTION
 CB0263
 CB0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CB0263'7 MI NE FROM STERLING CITY.
 CB0263'FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 158, WHICH
 CB0263'IS LOCATED ON THE EAST EDGE OF STERLING CITY.  GO NORTHERLY ON STATE
 CB0263'HIGHWAY 158 FOR 2.3 MILES TO BRIDGE, CONTINUE NORTHERLY ON STATE
 CB0263'HIGHWAY 158 FOR 4.0 MILES TO MARK ON THE RIGHT, AND TRACK ROAD ON THE
 CB0263'RIGHT.  NOTE-- THIS IS JUST AFTER REACHING TOP OF RIDGE.  A STANDARD
 CB0263'BENCH MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT
 CB0263'PROJECTS 6-INCHES AND IS STAMPED J 1178 RESET 1972.  IT IS 49 FEET
 CB0263'SOUTH OF THE CENTER-LINE OF HIGHWAY, 35 FEET WEST OF THE CENTER OF
 CB0263'TRACK ROAD, 2 FEET WEST OF A TELEPHONE POLE, 2 FEET EAST OF METAL
 CB0263'WITNESS POST AND 1 FOOT NORTH OF FENCE-LINE AND ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0420 ***********************************************************************
 CU0420  DESIGNATION -  J 1179
 CU0420  PID         -  CU0420
 CU0420  STATE/COUNTY-  TX/FISHER
 CU0420  USGS QUAD   -  HOBBS (1969)
 CU0420
 CU0420                         *CURRENT SURVEY CONTROL
 CU0420  ___________________________________________________________________
 CU0420* NAD 83(1986)-  32 48 46.     (N)    100 35 00.     (W)     SCALED    
 CU0420* NAVD 88     -       649.886  (meters)    2132.17   (feet)  ADJUSTED  
 CU0420  ___________________________________________________________________
 CU0420  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CU0420  DYNAMIC HT  -         649.037 (meters)    2129.38  (feet)  COMP
 CU0420  MODELED GRAV-     979,311.0   (mgal)                       NAVD 88
 CU0420
 CU0420  VERT ORDER  -  SECOND    CLASS 0
 CU0420
 CU0420.The horizontal coordinates were scaled from a topographic map and have
 CU0420.an estimated accuracy of +/- 6 seconds.
 CU0420
 CU0420.The orthometric height was determined by differential leveling
 CU0420.and adjusted by the National Geodetic Survey in June 1991..
 CU0420
 CU0420.The geoid height was determined by GEOID03.
 CU0420
 CU0420.The dynamic height is computed by dividing the NAVD 88
 CU0420.geopotential number by the normal gravity value computed on the
 CU0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0420.degrees latitude (g = 980.6199 gals.).
 CU0420
 CU0420.The modeled gravity was interpolated from observed gravity values.
 CU0420
 CU0420;                    North         East    Units  Estimated Accuracy
 CU0420;SPC TXNC     - 2,129,030.      404,930.      MT  (+/- 180 meters Scaled)
 CU0420
 CU0420                          SUPERSEDED SURVEY CONTROL
 CU0420
 CU0420  NGVD 29 (??/??/92)  649.628  (m)         2131.32   (f) ADJ UNCH    2 0
 CU0420
 CU0420.Superseded values are not recommended for survey control.
 CU0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0420.See file dsdata.txt to determine how the superseded data were derived.
 CU0420
 CU0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB517316(NAD 83)
 CU0420_MARKER: DB = BENCH MARK DISK
 CU0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0420_STAMPING: J 1179 1961
 CU0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0420+STABILITY: SURFACE MOTION
 CU0420
 CU0420  HISTORY     - Date     Condition        Report By
 CU0420  HISTORY     - 1961     MONUMENTED       CGS
 CU0420
 CU0420                          STATION DESCRIPTION
 CU0420
 CU0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0420'3.2 MI NE FROM HOBBS.
 CU0420'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0420'HOBBS, THENCE 3.0 MILES NORTHEAST ALONG FARM ROAD 611, 45 FEET NORTH
 CU0420'OF THE CENTER LINE OF THE FARM ROAD, 32 FEET WEST OF THE CENTER LINE
 CU0420'OF A NORTH-SOUTH FIELD ROAD, 57 FEET NORTHWEST OF THE CENTER OF THE
 CU0420'INTERSECTION OF THE FARM ROAD AND THE FIELD ROAD, 12 FEET WEST OF A
 CU0420'CORNER FENCE POST, 6 1/2 FEET EAST OF A POWER POLE THAT IS BRACED BY A
 CU0420'GUY WIRE, 1 1/2 FEET SOUTH OF A FENCE, 2.5 FEET NORTHWEST OF A METAL
 CU0420'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE FARM ROAD, AND SET
 CU0420'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0173 ***********************************************************************
 CA0173  DESIGNATION -  J 118
 CA0173  PID         -  CA0173
 CA0173  STATE/COUNTY-  TX/MILLS
 CA0173  USGS QUAD   -  GOLDTHWAITE (1980)
 CA0173
 CA0173                         *CURRENT SURVEY CONTROL
 CA0173  ___________________________________________________________________
 CA0173* NAD 83(1986)-  31 28 10.     (N)    098 34 02.     (W)     SCALED    
 CA0173* NAVD 88     -       487.374  (meters)    1598.99   (feet)  ADJUSTED  
 CA0173  ___________________________________________________________________
 CA0173  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CA0173  DYNAMIC HT  -         486.726 (meters)    1596.87  (feet)  COMP
 CA0173  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 CA0173
 CA0173  VERT ORDER  -  SECOND    CLASS 0
 CA0173
 CA0173.The horizontal coordinates were scaled from a topographic map and have
 CA0173.an estimated accuracy of +/- 6 seconds.
 CA0173
 CA0173.The orthometric height was determined by differential leveling
 CA0173.and adjusted by the National Geodetic Survey in June 1991..
 CA0173
 CA0173.The geoid height was determined by GEOID03.
 CA0173
 CA0173.The dynamic height is computed by dividing the NAVD 88
 CA0173.geopotential number by the normal gravity value computed on the
 CA0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0173.degrees latitude (g = 980.6199 gals.).
 CA0173
 CA0173.The modeled gravity was interpolated from observed gravity values.
 CA0173
 CA0173;                    North         East    Units  Estimated Accuracy
 CA0173;SPC TX C     - 3,201,180.      867,820.      MT  (+/- 180 meters Scaled)
 CA0173
 CA0173                          SUPERSEDED SURVEY CONTROL
 CA0173
 CA0173  NGVD 29 (??/??/92)  487.265  (m)         1598.64   (f) ADJ UNCH    2 0
 CA0173
 CA0173.Superseded values are not recommended for survey control.
 CA0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0173.See file dsdata.txt to determine how the superseded data were derived.
 CA0173
 CA0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV411817(NAD 83)
 CA0173_MARKER: DB = BENCH MARK DISK
 CA0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0173_STAMPING: 1598.665 J 118 1933
 CA0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0173+STABILITY: SURFACE MOTION
 CA0173
 CA0173  HISTORY     - Date     Condition        Report By
 CA0173  HISTORY     - 1933     MONUMENTED       CGS
 CA0173  HISTORY     - 1975     MARK NOT FOUND   USGS
 CA0173  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0173
 CA0173                          STATION DESCRIPTION
 CA0173
 CA0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0173'1.4 MI W FROM GOLDTHWAITE.
 CA0173'1.4 MILES WEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 CA0173'GOLDTHWAITE, MILLS COUNTY, ABOUT 1-1/4 MILES WEST OF THE GULF,
 CA0173'COLORADO AND SANTA FE RAILWAY TRACKS, 0.6 MILE WEST OF THE CITY
 CA0173'LIMITS, AT A ROAD INTERSECTION AND 15 FEET EAST OF A FENCE CORNER IN
 CA0173'THE NORTH EAST-AND-WEST FENCE OF THE CROSSROAD AND SET IN THE TOP OF A
 CA0173'CONCRETE POST.
 CA0173
 CA0173                          STATION RECOVERY (1975)
 CA0173
 CA0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CA0173'MARK NOT FOUND.
 CA0173
 CA0173                          STATION RECOVERY (1983)
 CA0173
 CA0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0514 ***********************************************************************
 CU0514  DESIGNATION -  J 1180
 CU0514  PID         -  CU0514
 CU0514  STATE/COUNTY-  TX/SCURRY
 CU0514  USGS QUAD   -  IRA (1979)
 CU0514
 CU0514                         *CURRENT SURVEY CONTROL
 CU0514  ___________________________________________________________________
 CU0514* NAD 83(1986)-  32 32 18.     (N)    101 03 15.     (W)     SCALED    
 CU0514* NAVD 88     -       657.038  (meters)    2155.63   (feet)  ADJUSTED  
 CU0514  ___________________________________________________________________
 CU0514  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CU0514  DYNAMIC HT  -         656.159 (meters)    2152.75  (feet)  COMP
 CU0514  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 CU0514
 CU0514  VERT ORDER  -  SECOND    CLASS 0
 CU0514
 CU0514.The horizontal coordinates were scaled from a topographic map and have
 CU0514.an estimated accuracy of +/- 6 seconds.
 CU0514
 CU0514.The orthometric height was determined by differential leveling
 CU0514.and adjusted by the National Geodetic Survey in June 1991..
 CU0514
 CU0514.The geoid height was determined by GEOID03.
 CU0514
 CU0514.The dynamic height is computed by dividing the NAVD 88
 CU0514.geopotential number by the normal gravity value computed on the
 CU0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0514.degrees latitude (g = 980.6199 gals.).
 CU0514
 CU0514.The modeled gravity was interpolated from observed gravity values.
 CU0514
 CU0514;                    North         East    Units  Estimated Accuracy
 CU0514;SPC TXNC     - 2,099,580.      360,110.      MT  (+/- 180 meters Scaled)
 CU0514
 CU0514                          SUPERSEDED SURVEY CONTROL
 CU0514
 CU0514  NGVD 29 (??/??/92)  656.778  (m)         2154.78   (f) ADJ UNCH    2 0
 CU0514
 CU0514.Superseded values are not recommended for survey control.
 CU0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0514.See file dsdata.txt to determine how the superseded data were derived.
 CU0514
 CU0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB070019(NAD 83)
 CU0514_MARKER: DJ = TIDAL STATION DISK
 CU0514_SETTING: 66 = SET IN ROCK OUTCROP
 CU0514_SP_SET: OUTCROP
 CU0514_STAMPING: J 1180 1961
 CU0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0514+STABILITY: POSITION/ELEVATION WELL
 CU0514
 CU0514  HISTORY     - Date     Condition        Report By
 CU0514  HISTORY     - 1961     MONUMENTED       CGS
 CU0514
 CU0514                          STATION DESCRIPTION
 CU0514
 CU0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0514'4.55 MI SW FROM IRA.
 CU0514'ABOUT 4.45 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0514'CHURCH AT IRA, THENCE 0.1 MILE EAST ALONG THE SOUTH BANK OF THE
 CU0514'COLORADO RIVER, 0.1 MILE EAST OF A CONCRETE HIGHWAY BRIDGE, 140 FEET
 CU0514'NORTHWEST OF A POWER POLE BEARING A TRANSFORMER, SET IN THE TOP OF A
 CU0514'ROCK OUTCROP ON THE SOUTH BANK OF THE RIVER, ABOUT 3 1/2 FEET BELOW
 CU0514'THE TOP OF A TIDE STAFF, 2 1/2 FEET NORTH OF A CONCRETE BLOCK
 CU0514'PROJECTING 3 FEET AND SUPPORTING A TIDE STAFF, 16 FEET NORTHWEST OF AN
 CU0514'8-INCH PIPE WHICH SUPPORTS A BOX CONTAINING ELECTRICAL EQUIPMENT, 11
 CU0514'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL BOX WHICH SERVES AS
 CU0514'A PROTECTION FOR A TIDE GAGE, AND 10 FEET WEST OF THE WEST SIDE OF A
 CU0514'CONCRETE WALK LEADING TO THE TIDE GAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0505 ***********************************************************************
 CU0505  DESIGNATION -  J 1181
 CU0505  PID         -  CU0505
 CU0505  STATE/COUNTY-  TX/SCURRY
 CU0505  USGS QUAD   -  IRA NE (1979)
 CU0505
 CU0505                         *CURRENT SURVEY CONTROL
 CU0505  ___________________________________________________________________
 CU0505* NAD 83(1986)-  32 43 45.     (N)    101 02 57.     (W)     SCALED    
 CU0505* NAVD 88     -       737.294  (meters)    2418.94   (feet)  ADJUSTED  
 CU0505  ___________________________________________________________________
 CU0505  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CU0505  DYNAMIC HT  -         736.327 (meters)    2415.77  (feet)  COMP
 CU0505  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 CU0505
 CU0505  VERT ORDER  -  SECOND    CLASS 0
 CU0505
 CU0505.The horizontal coordinates were scaled from a topographic map and have
 CU0505.an estimated accuracy of +/- 6 seconds.
 CU0505
 CU0505.The orthometric height was determined by differential leveling
 CU0505.and adjusted by the National Geodetic Survey in June 1991..
 CU0505
 CU0505.The geoid height was determined by GEOID03.
 CU0505
 CU0505.The dynamic height is computed by dividing the NAVD 88
 CU0505.geopotential number by the normal gravity value computed on the
 CU0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0505.degrees latitude (g = 980.6199 gals.).
 CU0505
 CU0505.The modeled gravity was interpolated from observed gravity values.
 CU0505
 CU0505;                    North         East    Units  Estimated Accuracy
 CU0505;SPC TXNC     - 2,120,720.      361,100.      MT  (+/- 180 meters Scaled)
 CU0505
 CU0505                          SUPERSEDED SURVEY CONTROL
 CU0505
 CU0505  NGVD 29 (??/??/92)  736.987  (m)         2417.93   (f) ADJ UNCH    2 0
 CU0505
 CU0505.Superseded values are not recommended for survey control.
 CU0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0505.See file dsdata.txt to determine how the superseded data were derived.
 CU0505
 CU0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB079231(NAD 83)
 CU0505_MARKER: DB = BENCH MARK DISK
 CU0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0505_STAMPING: J 1181 1961
 CU0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0505+STABILITY: SURFACE MOTION
 CU0505
 CU0505  HISTORY     - Date     Condition        Report By
 CU0505  HISTORY     - 1961     MONUMENTED       CGS
 CU0505
 CU0505                          STATION DESCRIPTION
 CU0505
 CU0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0505'9.0 MI W FROM SNYDER.
 CU0505'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0505'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0505'7.9 MILES WEST ALONG U. S. HIGHWAY 180, SOUTHEAST OF AND ACROSS THE
 CU0505'HIGHWAY FROM A BRICK HOUSE, 208 FEET SOUTHEAST OF THE CENTER LINE OF
 CU0505'THE JUNCTION OF THE HIGHWAY AND FARM ROAD 1606, 154 FEET SOUTH OF THE
 CU0505'CENTER LINE OF THE HIGHWAY, 139 FEET EAST OF THE CENTER LINE OF THE
 CU0505'FARM ROAD, 118 FEET SOUTHEAST OF A POWER POLE, 1 1/2 FEET NORTHWEST OF
 CU0505'A FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CU0505'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 CU0505'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1156 ***********************************************************************
 AW1156  DESIGNATION -  J 1182
 AW1156  PID         -  AW1156
 AW1156  STATE/COUNTY-  TX/BRAZORIA
 AW1156  USGS QUAD   -  LIVERPOOL (1963)
 AW1156
 AW1156                         *CURRENT SURVEY CONTROL
 AW1156  ___________________________________________________________________
 AW1156* NAD 83(1986)-  29 15 27.     (N)    095 19 03.     (W)     SCALED    
 AW1156* NAVD 88     -         7.26   (+/-2cm)      23.8    (feet)  VERTCON   
 AW1156  ___________________________________________________________________
 AW1156  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1156
 AW1156  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1156
 AW1156.The horizontal coordinates were scaled from a topographic map and have
 AW1156.an estimated accuracy of +/- 6 seconds.
 AW1156
 AW1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1156.The vertical order pertains to the NGVD 29 superseded value.
 AW1156
 AW1156.The geoid height was determined by GEOID03.
 AW1156
 AW1156;                    North         East    Units  Estimated Accuracy
 AW1156;SPC TXSC     - 4,163,470.      957,820.      MT  (+/- 180 meters Scaled)
 AW1156
 AW1156                          SUPERSEDED SURVEY CONTROL
 AW1156
 AW1156  NGVD 29 (??/??/92)    7.257  (m)           23.81   (f) ADJ UNCH    1 1
 AW1156
 AW1156.Superseded values are not recommended for survey control.
 AW1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1156.See file dsdata.txt to determine how the superseded data were derived.
 AW1156
 AW1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN748387(NAD 83)
 AW1156_MARKER: DB = BENCH MARK DISK
 AW1156_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1156_SP_SET: 32 FEET
 AW1156_STAMPING: J 1182 1963
 AW1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1156
 AW1156  HISTORY     - Date     Condition        Report By
 AW1156  HISTORY     - 1963     MONUMENTED       CGS
 AW1156  HISTORY     - 1973     GOOD             NGS
 AW1156  HISTORY     - 1978     GOOD             NGS
 AW1156  HISTORY     - 1990     GOOD             USPSQD
 AW1156  HISTORY     - 1991     GOOD             USPSQD
 AW1156
 AW1156                          STATION DESCRIPTION
 AW1156
 AW1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1156'2.5 MI NE FROM DANBURY.
 AW1156'2.5 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 AW1156'OFFICE AT DANBURY, AT THE CROSSING OF A PRIVATE ROAD, 43.2 FEET
 AW1156'NORTHWEST OF THE NORTHWEST RAIL, 61 FEET NORTHEAST OF THE CENTER LINE
 AW1156'OF THE ROAD, 7 FEET SOUTHWEST OF THE SECOND POLE SOUTHWEST OF MILEPOLE
 AW1156'330, 2.0 FEET SOUTHEAST OF A FENCE, 15.0 FEET NORTHEAST OF A WITNESS
 AW1156'POST, ABOUT 5 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A
 AW1156'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 32
 AW1156'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PIPE
 AW1156'PROJECTING 1 1/2 FEET ABOVE THE GROUND.
 AW1156
 AW1156                          STATION RECOVERY (1978)
 AW1156
 AW1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1156'RECOVERED IN GOOD CONDITION.
 AW1156
 AW1156                          STATION RECOVERY (1990)
 AW1156
 AW1156'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1156'RECOVERED IN GOOD CONDITION.
 AW1156
 AW1156                          STATION RECOVERY (1991)
 AW1156
 AW1156'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1187 ***********************************************************************
 BL1187  DESIGNATION -  J 1183
 BL1187  PID         -  BL1187
 BL1187  STATE/COUNTY-  TX/HARRIS
 BL1187  USGS QUAD   -  SPRING (1982)
 BL1187
 BL1187                         *CURRENT SURVEY CONTROL
 BL1187  ___________________________________________________________________
 BL1187* NAD 83(1986)-  30 04 15.     (N)    095 25 39.     (W)     SCALED    
 BL1187* NAVD 88     -        36.09   (+/-2cm)     118.4    (feet)  VERTCON   
 BL1187  ___________________________________________________________________
 BL1187  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1187
 BL1187  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1187
 BL1187.The horizontal coordinates were scaled from a topographic map and have
 BL1187.an estimated accuracy of +/- 6 seconds.
 BL1187
 BL1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1187.The vertical order pertains to the NGVD 29 superseded value.
 BL1187
 BL1187.The geoid height was determined by GEOID03.
 BL1187
 BL1187;                    North         East    Units  Estimated Accuracy
 BL1187;SPC TXSC     - 4,253,240.      944,380.      MT  (+/- 180 meters Scaled)
 BL1187
 BL1187                          SUPERSEDED SURVEY CONTROL
 BL1187
 BL1187  NGVD 29 (??/??/92)   36.085  (m)          118.39   (f) ADJ UNCH    1 2
 BL1187
 BL1187.Superseded values are not recommended for survey control.
 BL1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1187.See file dsdata.txt to determine how the superseded data were derived.
 BL1187
 BL1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP660291(NAD 83)
 BL1187_MARKER: DB = BENCH MARK DISK
 BL1187_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1187_SP_SET: 40 FEET
 BL1187_STAMPING: J 1183 1963
 BL1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1187
 BL1187  HISTORY     - Date     Condition        Report By
 BL1187  HISTORY     - 1963     MONUMENTED       CGS
 BL1187  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1187  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1187  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1187
 BL1187                          STATION DESCRIPTION
 BL1187
 BL1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BL1187'1.3 MI SW FROM SPRING.
 BL1187'ABOUT 1.3 MILES SOUTHWEST ALONG A PAVED ROAD FROM THE MISSOURI PACIFIC
 BL1187'RAILWAY STATION AT SPRING, THENCE 0.4 MILE SOUTHEAST ALONG A NARROW
 BL1187'RUNWAY, 0.4 MILE SOUTH OF THE SPRING BAPTIST CHURCH, 123 FEET
 BL1187'SOUTHWEST OF THE CENTERLINE OF THE RUNWAY, 27.2 FEET NORTHWEST OF A
 BL1187'NORTHEAST-SOUTHWEST FENCE, 1 1/2 FEET NORTHEAST OF A FENCE, 1.0 FOOT
 BL1187'WEST OF A METAL WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER
 BL1187'COATED ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A
 BL1187'6-INCH TILE WHICH PROJECTS 1 INCH.
 BL1187
 BL1187                          STATION RECOVERY (1987)
 BL1187
 BL1187'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJS)
 BL1187'MARK NOT FOUND.
 BL1187
 BL1187                          STATION RECOVERY (1995)
 BL1187
 BL1187'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1187'MARK NOT FOUND.
 BL1187
 BL1187                          STATION RECOVERY (2004)
 BL1187
 BL1187'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0912 ***********************************************************************
 AW0912  DESIGNATION -  J 1184
 AW0912  PID         -  AW0912
 AW0912  STATE/COUNTY-  TX/HARRIS
 AW0912  USGS QUAD   -  JACINTO CITY (1982)
 AW0912
 AW0912                         *CURRENT SURVEY CONTROL
 AW0912  ___________________________________________________________________
 AW0912* NAD 83(1986)-  29 46 05.     (N)    095 13 52.     (W)     SCALED    
 AW0912* NAVD 88     -         8.678  (meters)      28.47   (feet)  ADJUSTED  
 AW0912  ___________________________________________________________________
 AW0912  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AW0912  DYNAMIC HT  -           8.666 (meters)      28.43  (feet)  COMP
 AW0912  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 AW0912
 AW0912  VERT ORDER  -  FIRST     CLASS II
 AW0912
 AW0912.The horizontal coordinates were scaled from a topographic map and have
 AW0912.an estimated accuracy of +/- 6 seconds.
 AW0912
 AW0912.The orthometric height was determined by differential leveling
 AW0912.and adjusted by the National Geodetic Survey in June 1991..
 AW0912
 AW0912.The geoid height was determined by GEOID03.
 AW0912
 AW0912.The dynamic height is computed by dividing the NAVD 88
 AW0912.geopotential number by the normal gravity value computed on the
 AW0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0912.degrees latitude (g = 980.6199 gals.).
 AW0912
 AW0912.The modeled gravity was interpolated from observed gravity values.
 AW0912
 AW0912;                    North         East    Units  Estimated Accuracy
 AW0912;SPC TXSC     - 4,220,290.      964,390.      MT  (+/- 180 meters Scaled)
 AW0912
 AW0912                          SUPERSEDED SURVEY CONTROL
 AW0912
 AW0912  NGVD 29 (12/23/87)    8.675  (m)           28.46   (f) ADJUSTED    1 2
 AW0912
 AW0912.Superseded values are not recommended for survey control.
 AW0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0912.See file dsdata.txt to determine how the superseded data were derived.
 AW0912
 AW0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN842951(NAD 83)
 AW0912_MARKER: DB = BENCH MARK DISK
 AW0912_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0912_SP_SET: FOOTING
 AW0912_STAMPING: J 1184 1964
 AW0912_MARK LOGO: CGS   
 AW0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0912+STABILITY: SURFACE MOTION
 AW0912
 AW0912  HISTORY     - Date     Condition        Report By
 AW0912  HISTORY     - 1964     MONUMENTED       CGS
 AW0912  HISTORY     - 1973     GOOD             NGS
 AW0912  HISTORY     - 1978     GOOD             NGS
 AW0912  HISTORY     - 1986     GOOD             NGS
 AW0912  HISTORY     - 1988     GOOD             USPSQD
 AW0912  HISTORY     - 1989     GOOD             USPSQD
 AW0912  HISTORY     - 19940625 GOOD             USPSQD
 AW0912  HISTORY     - 19991113 GOOD             USPSQD
 AW0912
 AW0912                          STATION DESCRIPTION
 AW0912
 AW0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0912'0.95 MI E FROM JACINTO CITY.
 AW0912'ABOUT 0.95 MILE EAST ALONG MARKET ST. FROM THE MUNICIPAL BUILDING AT
 AW0912'JACINTO CITY, 71 YARDS (P) EAST OF THE CENTER LINE OF SIESTA LANE
 AW0912'LEADING NORTH, 67 FEET NORTH OF THE CENTER LINE OF MARKET ST., SET IN
 AW0912'THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE FOOTING OF
 AW0912'THE MOST WESTERNLY ONE OF 3 STEEL POWER LINE TOWERS, AND ABOUT 15
 AW0912'INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS MARK IS ALSO 1.1
 AW0912'MILES WEST OF THE INTERSECTION OF FEDERAL RD. AT GREENS BAYOU.
 AW0912
 AW0912                          STATION RECOVERY (1978)
 AW0912
 AW0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0912'RECOVERED IN GOOD CONDITION.
 AW0912
 AW0912                          STATION RECOVERY (1986)
 AW0912
 AW0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0912'RECOVERED IN GOOD CONDITION.
 AW0912
 AW0912                          STATION RECOVERY (1988)
 AW0912
 AW0912'RECOVERY NOTE BY US POWER SQUADRON 1988 (RP)
 AW0912'RECOVERED IN GOOD CONDITION.
 AW0912
 AW0912                          STATION RECOVERY (1989)
 AW0912
 AW0912'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0912'RECOVERED IN GOOD CONDITION.
 AW0912
 AW0912                          STATION RECOVERY (1994)
 AW0912
 AW0912'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0912'RECOVERED IN GOOD CONDITION.
 AW0912
 AW0912                          STATION RECOVERY (1999)
 AW0912
 AW0912'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0902 ***********************************************************************
 AW0902  HT_MOD      -  This is a Height Modernization Survey Station.
 AW0902  DESIGNATION -  J 1185
 AW0902  PID         -  AW0902
 AW0902  STATE/COUNTY-  TX/HARRIS
 AW0902  USGS QUAD   -  PASADENA (1995)
 AW0902
 AW0902                         *CURRENT SURVEY CONTROL
 AW0902  ___________________________________________________________________
 AW0902* NAD 83(1993)-  29 44 27.99553(N)    095 12 42.73119(W)     ADJUSTED  
 AW0902* NAVD 88     -         1.27   (meters)       4.2    (feet)  GPS OBS   
 AW0902  ___________________________________________________________________
 AW0902  X           -    -503,477.007 (meters)                     COMP
 AW0902  Y           -  -5,519,611.913 (meters)                     COMP
 AW0902  Z           -   3,145,475.298 (meters)                     COMP
 AW0902  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW0902  ELLIP HEIGHT-         -25.95  (meters)          (12/03/01) GPS OBS
 AW0902  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW0902  DYNAMIC HT  -           1.27  (meters)       4.2   (feet)  COMP
 AW0902  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 AW0902
 AW0902  HORZ ORDER  -  FIRST
 AW0902  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0902  ELLP ORDER  -  FOURTH    CLASS II
 AW0902
 AW0902.The horizontal coordinates were established by GPS observations
 AW0902.and adjusted by the National Geodetic Survey in December 2001..
 AW0902
 AW0902.The orthometric height was determined by GPS observations and a
 AW0902.high-resolution geoid model using precise GPS observation and
 AW0902.processing techniques. It supersedes the leveled height previously
 AW0902.determined for this station.
 AW0902.The vertical order pertains to the first NAVD 88 superseded value.
 AW0902
 AW0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW0902
 AW0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW0902
 AW0902.The ellipsoidal height was determined by GPS observations
 AW0902.and is referenced to NAD 83.
 AW0902
 AW0902.The geoid height was determined by GEOID03.
 AW0902
 AW0902.The dynamic height is computed by dividing the NAVD 88
 AW0902.geopotential number by the normal gravity value computed on the
 AW0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0902.degrees latitude (g = 980.6199 gals.).
 AW0902
 AW0902.The modeled gravity was interpolated from observed gravity values.
 AW0902
 AW0902;                    North         East     Units Scale Factor Converg.
 AW0902;SPC TXSC     - 4,217,367.207   966,342.566   MT  0.99988829   +1 51 21.1
 AW0902;SPC TXSC     -13,836,478.91  3,170,408.90   sFT  0.99988829   +1 51 21.1
 AW0902;UTM  15      - 3,292,147.712   286,091.555   MT  1.00016459   -1 05 51.7
 AW0902
 AW0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW0902!SPC TXSC     -   1.00000408  x   0.99988829  =   0.99989237
 AW0902!UTM  15      -   1.00000408  x   1.00016459  =   1.00016867
 AW0902
 AW0902                          SUPERSEDED SURVEY CONTROL
 AW0902
 AW0902  ELLIP H (10/25/00)  -26.01   (m)                       GP(       ) 4 1
 AW0902  NAD 83(1993)-  29 44 27.99666(N)    095 12 42.73010(W) AD(       ) 1
 AW0902  ELLIP H (10/17/96)  -25.88   (m)                       GP(       ) 3 1
 AW0902  NAVD 88 (06/15/91)    1.191  (m)            3.91   (f) ADJUSTED    1 2
 AW0902  NGVD 29 (12/23/87)    1.188  (m)            3.90   (f) ADJUSTED    1 2
 AW0902
 AW0902.Superseded values are not recommended for survey control.
 AW0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0902.See file dsdata.txt to determine how the superseded data were derived.
 AW0902
 AW0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8609292148(NAD 83)
 AW0902_MARKER: DB = BENCH MARK DISK
 AW0902_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0902_SP_SET: HEADWALL
 AW0902_STAMPING: J 1185 1964
 AW0902_MARK LOGO: CGS   
 AW0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0902+STABILITY: SURFACE MOTION
 AW0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0902+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 AW0902
 AW0902  HISTORY     - Date     Condition        Report By
 AW0902  HISTORY     - 1964     MONUMENTED       CGS
 AW0902  HISTORY     - 1973     GOOD             NGS
 AW0902  HISTORY     - 1978     GOOD             DOD
 AW0902  HISTORY     - 1978     GOOD             NGS
 AW0902  HISTORY     - 1986     GOOD             NGS
 AW0902  HISTORY     - 1987     GOOD             USPSQD
 AW0902  HISTORY     - 1989     GOOD             USPSQD
 AW0902  HISTORY     - 19950418 GOOD             HGCSD
 AW0902  HISTORY     - 19991113 GOOD             USPSQD
 AW0902  HISTORY     - 20031022 GOOD             USPSQD
 AW0902
 AW0902                          STATION DESCRIPTION
 AW0902
 AW0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0902'0.7 MI N FROM PASADENA.
 AW0902'ABOUT 0.7 MILE NORTH ALONG FEDERAL RD. FROM THE NORTH END OF THE
 AW0902'WASHBURN TUNNEL AT PASADENA, 137 FEET EAST OF THE CENTER LINE OF THE
 AW0902'EAST LANE OF FEDERAL RD., 75 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 AW0902'GULF SERVICE STATION, 14 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD
 AW0902'LEADING EAST TO THE HESS CHEMICAL CORPORATION, SET IN THE TOP OF THE
 AW0902'WEST END OF THE NORTH CONCRETE HEADWALL OF A TRIPLE CHANNEL PIPE
 AW0902'CULVERT AND 5 INCHES WEST OF A PIPE RAILING, AND ABOUT LEVEL WITH THE
 AW0902'ROAD.
 AW0902
 AW0902                          STATION RECOVERY (1978)
 AW0902
 AW0902'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0902'RECOVERED IN GOOD CONDITION.
 AW0902
 AW0902                          STATION RECOVERY (1978)
 AW0902
 AW0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0902'RECOVERED IN GOOD CONDITION.
 AW0902
 AW0902                          STATION RECOVERY (1986)
 AW0902
 AW0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0902'RECOVERED IN GOOD CONDITION.
 AW0902
 AW0902                          STATION RECOVERY (1987)
 AW0902
 AW0902'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0902'RECOVERED IN GOOD CONDITION.
 AW0902
 AW0902                          STATION RECOVERY (1989)
 AW0902
 AW0902'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0902'RECOVERED IN GOOD CONDITION.
 AW0902
 AW0902                          STATION RECOVERY (1995)
 AW0902
 AW0902'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW0902'RECOVERED AS DESCRIBED.
 AW0902
 AW0902                          STATION RECOVERY (1999)
 AW0902
 AW0902'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0902'RECOVERED IN GOOD CONDITION.
 AW0902
 AW0902                          STATION RECOVERY (2003)
 AW0902
 AW0902'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0622 ***********************************************************************
 AW0622  DESIGNATION -  J 1186
 AW0622  PID         -  AW0622
 AW0622  STATE/COUNTY-  TX/GALVESTON
 AW0622  USGS QUAD   -  LAKE COMO (1994)
 AW0622
 AW0622                         *CURRENT SURVEY CONTROL
 AW0622  ___________________________________________________________________
 AW0622* NAD 83(1986)-  29 12 57.     (N)    094 55 38.     (W)     SCALED    
 AW0622* NAVD 88     -         2.801  (meters)       9.19   (feet)  ADJUSTED  
 AW0622  ___________________________________________________________________
 AW0622  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0622  DYNAMIC HT  -           2.797 (meters)       9.18  (feet)  COMP
 AW0622  MODELED GRAV-     979,253.8   (mgal)                       NAVD 88
 AW0622
 AW0622  VERT ORDER  -  FIRST     CLASS I
 AW0622
 AW0622.The horizontal coordinates were scaled from a topographic map and have
 AW0622.an estimated accuracy of +/- 6 seconds.
 AW0622
 AW0622.The orthometric height was determined by differential leveling
 AW0622.and adjusted by the National Geodetic Survey in June 1991..
 AW0622
 AW0622.The geoid height was determined by GEOID03.
 AW0622
 AW0622.The dynamic height is computed by dividing the NAVD 88
 AW0622.geopotential number by the normal gravity value computed on the
 AW0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0622.degrees latitude (g = 980.6199 gals.).
 AW0622
 AW0622.The modeled gravity was interpolated from observed gravity values.
 AW0622
 AW0622;                    North         East    Units  Estimated Accuracy
 AW0622;SPC TXSC     - 4,160,110.      995,890.      MT  (+/- 180 meters Scaled)
 AW0622
 AW0622                          SUPERSEDED SURVEY CONTROL
 AW0622
 AW0622  NGVD 29 (12/23/87)    2.798  (m)            9.18   (f) ADJUSTED    1 1
 AW0622
 AW0622.Superseded values are not recommended for survey control.
 AW0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0622.See file dsdata.txt to determine how the superseded data were derived.
 AW0622
 AW0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN126334(NAD 83)
 AW0622_MARKER: DB = BENCH MARK DISK
 AW0622_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0622_SP_SET: CONCRETE BLOCK FOUNDATION
 AW0622_STAMPING: J 1186 1964
 AW0622_MARK LOGO: CGS   
 AW0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0622+STABILITY: SURFACE MOTION
 AW0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0622+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0622
 AW0622  HISTORY     - Date     Condition        Report By
 AW0622  HISTORY     - 1964     MONUMENTED       CGS
 AW0622  HISTORY     - 1978     GOOD             NGS
 AW0622  HISTORY     - 1987     GOOD             USPSQD
 AW0622  HISTORY     - 1987     GOOD             USPSQD
 AW0622  HISTORY     - 1987     GOOD             USPSQD
 AW0622  HISTORY     - 1987     GOOD             USPSQD
 AW0622  HISTORY     - 1987     GOOD             USPSQD
 AW0622  HISTORY     - 1987     GOOD             NGS
 AW0622  HISTORY     - 1988     GOOD             USPSQD
 AW0622  HISTORY     - 1988     GOOD             USPSQD
 AW0622  HISTORY     - 1988     GOOD             USPSQD
 AW0622  HISTORY     - 1988     GOOD             USPSQD
 AW0622  HISTORY     - 1988     GOOD             USPSQD
 AW0622  HISTORY     - 1988     GOOD             USPSQD
 AW0622  HISTORY     - 1989     GOOD             USPSQD
 AW0622  HISTORY     - 1989     GOOD             USPSQD
 AW0622  HISTORY     - 19940915 GOOD             USPSQD
 AW0622  HISTORY     - 20041122 GOOD             USPSQD
 AW0622  HISTORY     - 20051215 GOOD             USPSQD
 AW0622  HISTORY     - 20051215 GOOD             USPSQD
 AW0622
 AW0622                          STATION DESCRIPTION
 AW0622
 AW0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0622'10.5 MI SW FROM GALVESTON.
 AW0622'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0622'CENTER AT GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE
 AW0622'0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 4.1 MILES SOUTHWEST
 AW0622'ALONG STEWART ROAD, 154 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 AW0622'87 1/2 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE, 32 FEET SOUTHEAST OF
 AW0622'THE NORTHEAST EDGE OF THE MORE SOUTHERLY OF 2 CONCRETE TANKS, SET IN
 AW0622'THE TOP OF AN 18-INCH SQUARE CONCRETE BLOCK AT THE SOUTHWEST END OF AN
 AW0622'OLD BRICK FOUNDATION FOR A BUILDING, 88.8 FEET SOUTHEAST OF A WOODEN
 AW0622'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND FLUSH WITH
 AW0622'THE GROUND.
 AW0622
 AW0622                          STATION RECOVERY (1978)
 AW0622
 AW0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0622'RECORVED AS DESCRIBED.
 AW0622
 AW0622                          STATION RECOVERY (1987)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (1987)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (1987)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (1987)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (1987)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGS)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (1987)
 AW0622
 AW0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0622'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--27.1 M
 AW0622'(88.9 FT) SOUTHEAST OF A WOOD POST WITH A METAL WITNESS SIGN ATTACHED.
 AW0622'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AW0622
 AW0622                          STATION RECOVERY (1988)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (1988)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (1988)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (1988)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (1988)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (1988)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (1989)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (1989)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (1994)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (2004)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0622'RECOVERED IN GOOD CONDITION.
 AW0622
 AW0622                          STATION RECOVERY (2005)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0622'FOUND AS DESCRIBED.
 AW0622
 AW0622                          STATION RECOVERY (2005)
 AW0622
 AW0622'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0622'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1029 ***********************************************************************
 AW1029  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1029  DESIGNATION -  J 1187
 AW1029  PID         -  AW1029
 AW1029  STATE/COUNTY-  TX/HARRIS
 AW1029  USGS QUAD   -  LEAGUE CITY (1995)
 AW1029
 AW1029                         *CURRENT SURVEY CONTROL
 AW1029  ___________________________________________________________________
 AW1029* NAD 83(1993)-  29 33 06.67619(N)    095 05 22.75313(W)     ADJUSTED  
 AW1029* NAVD 88     -         4.77   (meters)      15.6    (feet)  GPS OBS   
 AW1029  ___________________________________________________________________
 AW1029  X           -    -492,622.988 (meters)                     COMP
 AW1029  Y           -  -5,531,012.398 (meters)                     COMP
 AW1029  Z           -   3,127,245.090 (meters)                     COMP
 AW1029  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AW1029  ELLIP HEIGHT-         -22.26  (meters)          (12/03/01) GPS OBS
 AW1029  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW1029  DYNAMIC HT  -           4.76  (meters)      15.6   (feet)  COMP
 AW1029  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 AW1029  OBS GRAVITY -     979,275.3   (mgal)                       GRAV_OBS
 AW1029
 AW1029  HORZ ORDER  -  FIRST
 AW1029  VERT ORDER  -  THIRD (See Below)
 AW1029  ELLP ORDER  -  FOURTH    CLASS II
 AW1029
 AW1029.The horizontal coordinates were established by GPS observations
 AW1029.and adjusted by the National Geodetic Survey in December 2001..
 AW1029
 AW1029.The orthometric height was determined by GPS observations and a
 AW1029.high-resolution geoid model using precise GPS observation and
 AW1029.processing techniques. It supersedes the leveled height previously
 AW1029.determined for this station.
 AW1029.The vertical order pertains to the first NAVD 88 superseded value.
 AW1029
 AW1029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1029
 AW1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1029
 AW1029.The ellipsoidal height was determined by GPS observations
 AW1029.and is referenced to NAD 83.
 AW1029
 AW1029.The geoid height was determined by GEOID03.
 AW1029
 AW1029.The dynamic height is computed by dividing the NAVD 88
 AW1029.geopotential number by the normal gravity value computed on the
 AW1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1029.degrees latitude (g = 980.6199 gals.).
 AW1029
 AW1029.The modeled gravity was interpolated from observed gravity values.
 AW1029.The observed gravity was obtained from relative gravimeter ties
 AW1029.to the IGSN71 gravity network.
 AW1029
 AW1029;                    North         East     Units Scale Factor Converg.
 AW1029;SPC TXSC     - 4,196,792.193   978,858.719   MT  0.99987038   +1 54 56.6
 AW1029;SPC TXSC     -13,768,975.72  3,211,472.31   sFT  0.99987038   +1 54 56.6
 AW1029;UTM  15      - 3,270,950.375   297,535.149   MT  1.00010582   -1 01 51.6
 AW1029
 AW1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1029!SPC TXSC     -   1.00000350  x   0.99987038  =   0.99987388
 AW1029!UTM  15      -   1.00000350  x   1.00010582  =   1.00010932
 AW1029
 AW1029                          SUPERSEDED SURVEY CONTROL
 AW1029
 AW1029  ELLIP H (10/25/00)  -22.27   (m)                       GP(       ) 4 1
 AW1029  NAD 83(1993)-  29 33 06.67635(N)    095 05 22.75243(W) AD(       ) 1
 AW1029  ELLIP H (10/17/96)  -22.14   (m)                       GP(       ) 3 1
 AW1029  NAVD 88 (08/31/95)    4.777  (m)           15.67   (f) READJUSTED  3  
 AW1029  NAVD 88 (06/15/91)    4.796  (m)           15.73   (f) UNKNOWN     1 1
 AW1029  NGVD 29 (12/23/87)    4.793  (m)           15.72   (f) ADJUSTED    1 1
 AW1029
 AW1029.Superseded values are not recommended for survey control.
 AW1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1029.See file dsdata.txt to determine how the superseded data were derived.
 AW1029
 AW1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9753570950(NAD 83)
 AW1029_MARKER: DB = BENCH MARK DISK
 AW1029_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW1029_SP_SET: SMALL BRIDGE ABUTMENT
 AW1029_STAMPING: J 1187 1964
 AW1029_MARK LOGO: CGS   
 AW1029_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1029+STABILITY: SURFACE MOTION
 AW1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1029+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW1029
 AW1029  HISTORY     - Date     Condition        Report By
 AW1029  HISTORY     - 1964     MONUMENTED       CGS
 AW1029  HISTORY     - 1973     GOOD             NGS
 AW1029  HISTORY     - 1974     GOOD             LOCENG
 AW1029  HISTORY     - 1976     GOOD             NGS
 AW1029  HISTORY     - 1976     GOOD             NGS
 AW1029  HISTORY     - 1978     GOOD             NGS
 AW1029  HISTORY     - 1983     GOOD             NGS
 AW1029  HISTORY     - 1987     GOOD             USPSQD
 AW1029  HISTORY     - 1987     GOOD             USPSQD
 AW1029  HISTORY     - 1987     GOOD             USPSQD
 AW1029  HISTORY     - 1987     GOOD             NGS
 AW1029  HISTORY     - 1988     GOOD             USPSQD
 AW1029  HISTORY     - 1988     GOOD             USPSQD
 AW1029  HISTORY     - 1988     GOOD             USPSQD
 AW1029  HISTORY     - 1988     GOOD             USPSQD
 AW1029  HISTORY     - 1989     GOOD             USPSQD
 AW1029  HISTORY     - 1989     GOOD             USPSQD
 AW1029  HISTORY     - 1989     GOOD             USPSQD
 AW1029  HISTORY     - 1989     GOOD             USPSQD
 AW1029  HISTORY     - 1989     GOOD             USPSQD
 AW1029  HISTORY     - 1989     GOOD             USPSQD
 AW1029  HISTORY     - 1989     GOOD             USPSQD
 AW1029  HISTORY     - 19910216 GOOD             USPSQD
 AW1029  HISTORY     - 19911111 GOOD             SURCON
 AW1029  HISTORY     - 19950421 GOOD             HGCSD
 AW1029  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 AW1029  HISTORY     - 20020310 GOOD             USPSQD
 AW1029  HISTORY     - 20050114 GOOD             USPSQD
 AW1029
 AW1029                          STATION DESCRIPTION
 AW1029
 AW1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1029'IN JMC.
 AW1029'AT THE LYNDON B. JOHNSON SPACECRAFT CENTER, AT THE JUNCTION OF STATE
 AW1029'HIGHWAY NASA 1 AND ENTRANCE ROAD AT GATE 3 (3RD STREET), AT THE EAST
 AW1029'MOST OF 2 BRIDGES OVER H.L. AND P. CO. CANAL, 138 FEET NORTHWEST OF
 AW1029'THE CENTER LINE OF THE NORTHWEST LANES OF NASA 1, 17 FEET SOUTHEAST OF
 AW1029'THE CENTER LINE OF 3RD STREET ENTRANCE ROAD, 16 FEET NORTHEAST OF THE
 AW1029'NORTHWEST GATEPOST OF BOUNDARY FENCE, SET IN THE TOP AND 0.6 FOOT
 AW1029'SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE GUARD RAIL AT THE EAST
 AW1029'CURB OF THE BRIDGE, 2.0 FEET SOUTHEAST OF THE EDGE OF THE CURB, AND
 AW1029'ABOUT 1.0 FOOT ABOVE THE ROAD.
 AW1029
 AW1029                          STATION RECOVERY (1974)
 AW1029
 AW1029'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1976)
 AW1029
 AW1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1976)
 AW1029
 AW1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1978)
 AW1029
 AW1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1983)
 AW1029
 AW1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1029'RECOVERED IN GOOD CONDITION.  NOTE, SHOULD READ 3.2 KM (2.0 MI)
 AW1029'NORTHEAST ALONG NASA 1 ROAD FROM THE JUNCTION OF STATE ROUTE 3 IN
 AW1029'WEBSTER.
 AW1029
 AW1029                          STATION RECOVERY (1987)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1987 (BKC)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1987)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1987)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1987)
 AW1029
 AW1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1988)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1988)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1988)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1988)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1989)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1989)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1989)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAB)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1989)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLB)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1989)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1989)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1989)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1991)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 1991 (ER)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1991)
 AW1029
 AW1029'RECOVERY NOTE BY SURVEYING CONSULTANTS 1991
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (1995)
 AW1029
 AW1029'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW1029'YRECOVERED AS DESCRIBED.
 AW1029
 AW1029                          STATION RECOVERY (2001)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 AW1029'RECENT ROAD EXPANSION. CONCRETE GUARD RAIL NOT FOUND. PROBABLY
 AW1029'DESTROYED.
 AW1029
 AW1029                          STATION RECOVERY (2002)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1029'RECOVERED IN GOOD CONDITION.
 AW1029
 AW1029                          STATION RECOVERY (2005)
 AW1029
 AW1029'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3609 ***********************************************************************
 AW3609  DESIGNATION -  J 1188
 AW3609  PID         -  AW3609
 AW3609  STATE/COUNTY-  TX/HARRIS
 AW3609  USGS QUAD   -  PASADENA (1995)
 AW3609
 AW3609                         *CURRENT SURVEY CONTROL
 AW3609  ___________________________________________________________________
 AW3609* NAD 83(1986)-  29 44 55.     (N)    095 09 52.     (W)     SCALED    
 AW3609* NAVD 88     -         6.74   (+/-2cm)      22.1    (feet)  VERTCON   
 AW3609  ___________________________________________________________________
 AW3609  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3609
 AW3609  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3609
 AW3609.The horizontal coordinates were scaled from a topographic map and have
 AW3609.an estimated accuracy of +/- 6 seconds.
 AW3609
 AW3609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3609.The vertical order pertains to the NGVD 29 superseded value.
 AW3609
 AW3609.The geoid height was determined by GEOID03.
 AW3609
 AW3609;                    North         East    Units  Estimated Accuracy
 AW3609;SPC TXSC     - 4,218,350.      970,900.      MT  (+/- 180 meters Scaled)
 AW3609
 AW3609                          SUPERSEDED SURVEY CONTROL
 AW3609
 AW3609  NGVD 29 (??/??/92)    6.739  (m)           22.11   (f) ADJ UNCH    1 2
 AW3609
 AW3609.Superseded values are not recommended for survey control.
 AW3609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3609.See file dsdata.txt to determine how the superseded data were derived.
 AW3609
 AW3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN906928(NAD 83)
 AW3609_MARKER: DB = BENCH MARK DISK
 AW3609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3609_SP_SET: FOUNDATION
 AW3609_STAMPING: J 1188 1964
 AW3609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3609
 AW3609  HISTORY     - Date     Condition        Report By
 AW3609  HISTORY     - 1964     MONUMENTED       CGS
 AW3609
 AW3609                          STATION DESCRIPTION
 AW3609
 AW3609'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3609'4.65 MI SW FROM CHANNELVIEW.
 AW3609'ABOUT 2.6 MILES WEST ALONG MARKET STREET FROM THE POST OFFICE AT
 AW3609'CHANNELVIEW, THENCE 1.45 MILES SOUTH ALONG THE PENN CITY ROAD, THENCE
 AW3609'0.6 MILE NORTHWEST ALONG A PAVED ROAD LEADING TO THE HARRIS COUNTY
 AW3609'BULK HANDLING PLANT ON THE SOUTHEAST BANK OF GREENS BAYOU, AT THE BULK
 AW3609'HANDLING PLANT, 157 FEET SOUTH OF THE SOUTH CORNER OF A CONCRETE BLOCK
 AW3609'BUILDING, NEAR THE CENTER OF A CONCRETE FOUNDATION SUPPORTING THE 3
 AW3609'MOST SOUTHEASTERLY STEEL LEGS OF A METAL HOPPER, 9 FEET SOUTHEAST OF
 AW3609'THE SOUTHEAST RAIL OF A TRACK UNDER THE HOPPER, 1 FOOT SOUTHWEST OF
 AW3609'THE MIDDLE ONE OF THE THREE LEGS, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AW3609'GROUND, AND SET IN THE TOP OF THE CONCRETE FOUNDATION FOR THE THREE
 AW3609'MOST SOUTHEASTERLY LEGS OF THE HOPPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3516 ***********************************************************************
 AW3516  DESIGNATION -  J 1189
 AW3516  PID         -  AW3516
 AW3516  STATE/COUNTY-  TX/HARRIS
 AW3516  USGS QUAD   -  LA PORTE (1982)
 AW3516
 AW3516                         *CURRENT SURVEY CONTROL
 AW3516  ___________________________________________________________________
 AW3516* NAD 83(1986)-  29 44 21.     (N)    095 03 39.     (W)     SCALED    
 AW3516* NAVD 88     -         2.83   (+/-2cm)       9.3    (feet)  VERTCON   
 AW3516  ___________________________________________________________________
 AW3516  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3516
 AW3516  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3516
 AW3516.The horizontal coordinates were scaled from a topographic map and have
 AW3516.an estimated accuracy of +/- 6 seconds.
 AW3516
 AW3516.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3516.The vertical order pertains to the NGVD 29 superseded value.
 AW3516
 AW3516.The geoid height was determined by GEOID03.
 AW3516
 AW3516;                    North         East    Units  Estimated Accuracy
 AW3516;SPC TXSC     - 4,217,630.      980,950.      MT  (+/- 180 meters Scaled)
 AW3516
 AW3516                          SUPERSEDED SURVEY CONTROL
 AW3516
 AW3516  NGVD 29 (??/??/92)    2.825  (m)            9.27   (f) ADJ UNCH    1 2
 AW3516
 AW3516.Superseded values are not recommended for survey control.
 AW3516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3516.See file dsdata.txt to determine how the superseded data were derived.
 AW3516
 AW3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN006916(NAD 83)
 AW3516_MARKER: DB = BENCH MARK DISK
 AW3516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW3516_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW3516_STAMPING: J 1189 1964
 AW3516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3516
 AW3516  HISTORY     - Date     Condition        Report By
 AW3516  HISTORY     - 1964     MONUMENTED       CGS
 AW3516
 AW3516                          STATION DESCRIPTION
 AW3516
 AW3516'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3516'2.4 MI SE FROM LYNCHBURG.
 AW3516'ABOUT 2.4 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3516'SOUTH FERRY LANDING AT LYNCHBURG, ABOUT 0.1 MILE SOUTHEAST OF RANGE
 AW3516'LIGHT T AND O, ON THE CREST OF A SLIGHT KNOLL, ABOUT 67 YARDS
 AW3516'NORTHWEST OF BENCH MARK 360+00 655 (U.S.E.), 90 FEET SOUTHWEST OF THE
 AW3516'HIGH WATER LINE OF THE SHIP CHANNEL, 64 FEET NORTHEAST OF THE CENTER
 AW3516'LINE OF A PROPOSED LEVEE WHICH IS NOW UNDER CONSTRUCTION, 1.5 FEET
 AW3516'NORTHEAST OF A METAL WITNESS POST, A DISK ON THE TOP OF A 3-INCH IRON
 AW3516'PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0039 ***********************************************************************
 BN0039  DESIGNATION -  J 119
 BN0039  PID         -  BN0039
 BN0039  STATE/COUNTY-  TX/BURNET
 BN0039  USGS QUAD   -  KINGSLAND (1982)
 BN0039
 BN0039                         *CURRENT SURVEY CONTROL
 BN0039  ___________________________________________________________________
 BN0039* NAD 83(1986)-  30 38 18.     (N)    098 23 41.     (W)     SCALED    
 BN0039* NAVD 88     -       270.765  (meters)     888.33   (feet)  ADJUSTED  
 BN0039  ___________________________________________________________________
 BN0039  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 BN0039  DYNAMIC HT  -         270.405 (meters)     887.15  (feet)  COMP
 BN0039  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 BN0039
 BN0039  VERT ORDER  -  SECOND    CLASS 0
 BN0039
 BN0039.The horizontal coordinates were scaled from a topographic map and have
 BN0039.an estimated accuracy of +/- 6 seconds.
 BN0039
 BN0039.The orthometric height was determined by differential leveling
 BN0039.and adjusted by the National Geodetic Survey in June 1991..
 BN0039
 BN0039.The geoid height was determined by GEOID03.
 BN0039
 BN0039.The dynamic height is computed by dividing the NAVD 88
 BN0039.geopotential number by the normal gravity value computed on the
 BN0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0039.degrees latitude (g = 980.6199 gals.).
 BN0039
 BN0039.The modeled gravity was interpolated from observed gravity values.
 BN0039
 BN0039;                    North         East    Units  Estimated Accuracy
 BN0039;SPC TX C     - 3,109,330.      885,810.      MT  (+/- 180 meters Scaled)
 BN0039
 BN0039                          SUPERSEDED SURVEY CONTROL
 BN0039
 BN0039  NGVD 29 (??/??/92)  270.709  (m)          888.15   (f) ADJ UNCH    2 0
 BN0039
 BN0039.Superseded values are not recommended for survey control.
 BN0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0039.See file dsdata.txt to determine how the superseded data were derived.
 BN0039
 BN0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU580896(NAD 83)
 BN0039_MARKER: DB = BENCH MARK DISK
 BN0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0039_SP_SET: CULVERT
 BN0039_STAMPING: J 119 1933
 BN0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0039
 BN0039  HISTORY     - Date     Condition        Report By
 BN0039  HISTORY     - 1933     MONUMENTED       CGS
 BN0039  HISTORY     - 1966     GOOD             USGS
 BN0039  HISTORY     - 20020223 GOOD             USPSQD
 BN0039
 BN0039                          STATION DESCRIPTION
 BN0039
 BN0039'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 BN0039'3.5 MI SE FROM KINGSLAND.
 BN0039'KINGSLAND POST OFFICE.  2.7 MI. SE OF ALONG F.M. ROAD 1437 TO RAILROAD
 BN0039'CROSSING.  THENCE EAST ALONG RAILROAD 0.8 MI. TO A CEMENT CULVERT. 4
 BN0039'POLES EAST OF MILEPOST NO. 76.  IN THE TOP OF THE NORTH END OF THE
 BN0039'WEST HEADWALL.  A STANDARD DISK STAMPED J 119 1933.
 BN0039
 BN0039                          STATION RECOVERY (2002)
 BN0039
 BN0039'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 BN0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB1006 ***********************************************************************
 CB1006  DESIGNATION -  J 1190 RESET
 CB1006  PID         -  CB1006
 CB1006  STATE/COUNTY-  TX/UPTON
 CB1006  USGS QUAD   -  SEVENMILE CORNER (1970)
 CB1006
 CB1006                         *CURRENT SURVEY CONTROL
 CB1006  ___________________________________________________________________
 CB1006* NAD 83(1986)-  31 19 17.     (N)    101 56 35.     (W)     SCALED    
 CB1006* NAVD 88     -       826.05   (meters)    2710.1    (feet)  RESET     
 CB1006  ___________________________________________________________________
 CB1006  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CB1006
 CB1006  VERT ORDER  -  THIRD
 CB1006
 CB1006.The horizontal coordinates were scaled from a topographic map and have
 CB1006.an estimated accuracy of +/- 6 seconds.
 CB1006
 CB1006.The orthometric height was computed from unverified reset data.
 CB1006
 CB1006.The geoid height was determined by GEOID03.
 CB1006
 CB1006;                    North         East    Units  Estimated Accuracy
 CB1006;SPC TX C     - 3,184,540.      546,800.      MT  (+/- 180 meters Scaled)
 CB1006
 CB1006                          SUPERSEDED SURVEY CONTROL
 CB1006
 CB1006  NGVD 29 (01/29/03)  825.73   (m)         2709.1    (f) RESET       3  
 CB1006
 CB1006.Superseded values are not recommended for survey control.
 CB1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB1006.See file dsdata.txt to determine how the superseded data were derived.
 CB1006
 CB1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV199689(NAD 83)
 CB1006_MARKER: DD = SURVEY DISK
 CB1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB1006_SP_SET: CONCRETE POST
 CB1006_STAMPING: J 1190 RESET 1990 THD
 CB1006_MARK LOGO: TXHD  
 CB1006_MAGNETIC: N = NO MAGNETIC MATERIAL
 CB1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB1006+STABILITY: SURFACE MOTION
 CB1006
 CB1006  HISTORY     - Date     Condition        Report By
 CB1006  HISTORY     - 1990     MONUMENTED       TXHD
 CB1006
 CB1006                          STATION DESCRIPTION
 CB1006
 CB1006'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1990
 CB1006'6.9 MILES (11.1 KM) NORTH ALONG STATE HIGHWAY 349 IN RANKIN, 201 FEET
 CB1006'(61.3 M) NORTH ALONG WEST ROW FENCE FROM A FENCE CORNER, 80 FEET
 CB1006'(24.4 M) RIGHT OF STATION 2517+00 STATE HIGHWAY 349, 190 FEET
 CB1006'(57.9 M) NORTHWEST FROM CENTERLINE INTERSECTION FM 1555 AND STATE
 CB1006'HIGHWAY 349.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0494 ***********************************************************************
 CB0494  DESIGNATION -  J 1191
 CB0494  PID         -  CB0494
 CB0494  STATE/COUNTY-  TX/MIDLAND
 CB0494  USGS QUAD   -  MIDKIFF NW (1968)
 CB0494
 CB0494                         *CURRENT SURVEY CONTROL
 CB0494  ___________________________________________________________________
 CB0494* NAD 83(1986)-  31 40 46.     (N)    101 59 55.     (W)     SCALED    
 CB0494* NAVD 88     -       852.628  (meters)    2797.33   (feet)  ADJUSTED  
 CB0494  ___________________________________________________________________
 CB0494  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CB0494  DYNAMIC HT  -         851.412 (meters)    2793.34  (feet)  COMP
 CB0494  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 CB0494
 CB0494  VERT ORDER  -  SECOND    CLASS 0
 CB0494
 CB0494.The horizontal coordinates were scaled from a topographic map and have
 CB0494.an estimated accuracy of +/- 6 seconds.
 CB0494
 CB0494.The orthometric height was determined by differential leveling
 CB0494.and adjusted by the National Geodetic Survey in June 1991..
 CB0494
 CB0494.The geoid height was determined by GEOID03.
 CB0494
 CB0494.The dynamic height is computed by dividing the NAVD 88
 CB0494.geopotential number by the normal gravity value computed on the
 CB0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0494.degrees latitude (g = 980.6199 gals.).
 CB0494
 CB0494.The modeled gravity was interpolated from observed gravity values.
 CB0494
 CB0494;                    North         East    Units  Estimated Accuracy
 CB0494;SPC TX C     - 3,224,320.      542,110.      MT  (+/- 180 meters Scaled)
 CB0494
 CB0494                          SUPERSEDED SURVEY CONTROL
 CB0494
 CB0494  NGVD 29 (??/??/92)  852.276  (m)         2796.18   (f) ADJ UNCH    2 0
 CB0494
 CB0494.Superseded values are not recommended for survey control.
 CB0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0494.See file dsdata.txt to determine how the superseded data were derived.
 CB0494
 CB0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA157088(NAD 83)
 CB0494_MARKER: DB = BENCH MARK DISK
 CB0494_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CB0494_SP_SET: 12 FEET
 CB0494_STAMPING: J 1191 1967
 CB0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0494
 CB0494  HISTORY     - Date     Condition        Report By
 CB0494  HISTORY     - 1967     MONUMENTED       CGS
 CB0494  HISTORY     - 20010217 GOOD             USPSQD
 CB0494
 CB0494                          STATION DESCRIPTION
 CB0494
 CB0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0494'22.25 MI S FROM MIDLAND.
 CB0494'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CB0494'THE STATION AT MIDLAND, THENCE 22.1 MILES SOUTH ALONG STATE HIGHWAY
 CB0494'349, 0.45 MILE SOUTH OF A LARGE METAL BARN, 59 FEET WEST OF THE CENTER
 CB0494'LINE OF THE HIGHWAY, 90 FEET NORTH OF A FENCE CORNER POST, 42 FEET
 CB0494'NORTH OF THE CENTER LINE OF AN OLD ROAD BED, 10 1/2 FEET NORTH OF A
 CB0494'POWER POLE, 1 1/2 FEET EAST OF A FENCE, 1.3 FEET SOUTH OF A METAL
 CB0494'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A
 CB0494'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET AND IS
 CB0494'ENCASED IN A 5-INCH IRON PIPE.
 CB0494
 CB0494                          STATION RECOVERY (2001)
 CB0494
 CB0494'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CB0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0516 ***********************************************************************
 AN0516  DESIGNATION -  J 1192
 AN0516  PID         -  AN0516
 AN0516  STATE/COUNTY-  TX/JACKSON
 AN0516  USGS QUAD   -  LA SALLE (1995)
 AN0516
 AN0516                         *CURRENT SURVEY CONTROL
 AN0516  ___________________________________________________________________
 AN0516* NAD 83(1986)-  28 48 56.     (N)    096 37 56.     (W)     SCALED    
 AN0516* NAVD 88     -        10.354  (meters)      33.97   (feet)  ADJUSTED  
 AN0516  ___________________________________________________________________
 AN0516  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0516  DYNAMIC HT  -          10.340 (meters)      33.92  (feet)  COMP
 AN0516  MODELED GRAV-     979,205.9   (mgal)                       NAVD 88
 AN0516
 AN0516  VERT ORDER  -  FIRST     CLASS I
 AN0516
 AN0516.The horizontal coordinates were scaled from a topographic map and have
 AN0516.an estimated accuracy of +/- 6 seconds.
 AN0516
 AN0516.The orthometric height was determined by differential leveling
 AN0516.and adjusted by the National Geodetic Survey in June 1991..
 AN0516
 AN0516.The geoid height was determined by GEOID03.
 AN0516
 AN0516.The dynamic height is computed by dividing the NAVD 88
 AN0516.geopotential number by the normal gravity value computed on the
 AN0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0516.degrees latitude (g = 980.6199 gals.).
 AN0516
 AN0516.The modeled gravity was interpolated from observed gravity values.
 AN0516
 AN0516;                    North         East    Units  Estimated Accuracy
 AN0516;SPC TXSC     - 4,111,200.      831,080.      MT  (+/- 180 meters Scaled)
 AN0516
 AN0516                          SUPERSEDED SURVEY CONTROL
 AN0516
 AN0516  NGVD 29 (??/??/92)   10.471  (m)           34.35   (f) ADJ UNCH    1 1
 AN0516
 AN0516.Superseded values are not recommended for survey control.
 AN0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0516.See file dsdata.txt to determine how the superseded data were derived.
 AN0516
 AN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS310898(NAD 83)
 AN0516_MARKER: DB = BENCH MARK DISK
 AN0516_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0516+WITH SETTING: INTO GROUND
 AN0516_STAMPING: J 1192 1972
 AN0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0516+STABILITY: SURFACE MOTION
 AN0516
 AN0516  HISTORY     - Date     Condition        Report By
 AN0516  HISTORY     - 1972     MONUMENTED       NGS
 AN0516  HISTORY     - 1978     GOOD             NGS
 AN0516
 AN0516                          STATION DESCRIPTION
 AN0516
 AN0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0516'1.1 MI SW FROM VANDERBILT.
 AN0516'ABOUT 1.1 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0516'STATION AT VANDERBILT, 216 FEET SOUTHEAST AND ACROSS FARM-TO-MARKET
 AN0516'ROAD 616 FROM MILEPOST 239, 212 FEET EAST OF THE NORTHEAST END OF THE
 AN0516'SOUTHEAST CONCRETE HEADWALL OF A BRIDGE OVER A DITCH, 168 FEET
 AN0516'SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST RAIL OF THE TRACK, 79
 AN0516'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 100 FEET NORTHEAST OF
 AN0516'THE CENTER OF A PIPELINE CROSSING, 1 1/2 FEET NORTHWEST OF A FENCE,
 AN0516'1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 AN0516'LEVEL OF THE ROAD, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED
 AN0516'ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK IS LEVEL WITH THE
 AN0516'SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH
 AN0516'PROJECTS 1 INCH.
 AN0516
 AN0516                          STATION RECOVERY (1978)
 AN0516
 AN0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0703 ***********************************************************************
 AX0703  DESIGNATION -  J 1193
 AX0703  PID         -  AX0703
 AX0703  STATE/COUNTY-  TX/JACKSON
 AX0703  USGS QUAD   -  GANADO (1981)
 AX0703
 AX0703                         *CURRENT SURVEY CONTROL
 AX0703  ___________________________________________________________________
 AX0703* NAD 83(1986)-  29 02 59.     (N)    096 30 56.     (W)     SCALED    
 AX0703* NAVD 88     -        27.59   (+/-2cm)      90.5    (feet)  VERTCON   
 AX0703  ___________________________________________________________________
 AX0703  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0703
 AX0703  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0703
 AX0703.The horizontal coordinates were scaled from a topographic map and have
 AX0703.an estimated accuracy of +/- 6 seconds.
 AX0703
 AX0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0703.The vertical order pertains to the NGVD 29 superseded value.
 AX0703
 AX0703.The geoid height was determined by GEOID03.
 AX0703
 AX0703;                    North         East    Units  Estimated Accuracy
 AX0703;SPC TXSC     - 4,137,380.      841,920.      MT  (+/- 180 meters Scaled)
 AX0703
 AX0703                          SUPERSEDED SURVEY CONTROL
 AX0703
 AX0703  NGVD 29 (??/??/92)   27.600  (m)           90.55   (f) ADJ UNCH    2 0
 AX0703
 AX0703.Superseded values are not recommended for survey control.
 AX0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0703.See file dsdata.txt to determine how the superseded data were derived.
 AX0703
 AX0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT419160(NAD 83)
 AX0703_MARKER: DD = SURVEY DISK
 AX0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0703_SP_SET: OVERPASS
 AX0703_STAMPING: J 1193 1972
 AX0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0703
 AX0703  HISTORY     - Date     Condition        Report By
 AX0703  HISTORY     - 1972     MONUMENTED       TXHD
 AX0703  HISTORY     - 1972     GOOD             NGS
 AX0703  HISTORY     - 19980725 GOOD             USPSQD
 AX0703
 AX0703                          STATION DESCRIPTION
 AX0703
 AX0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0703'0.5 MI N FROM GANADO.
 AX0703'ABOUT 0.5 MILE NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0703'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, SET IN THE TOP AND 1.5 FEET
 AX0703'WEST OF THE EAST END OF THE NORTH CONCRETE BANNISTER ON THE MORE
 AX0703'SOUTHEASTERLY OF TWO U.S. HIGHWAY 59 OVERPASSES FOR THE ROAD, 104 FEET
 AX0703'EAST OF THE CENTER LINE OF THE ROAD, 22 1/2 FEET NORTH OF THE CENTER
 AX0703'LINE OF THE SOUTHEAST LANES OF THE HIGHWAY, AND ABOUT 2 1/2 FEET ABOVE
 AX0703'THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK IS ON NEW U.S. HIGHWAY 59
 AX0703'WHICH IS NOW UNDER CONSTRUCTION.
 AX0703
 AX0703                          STATION RECOVERY (1998)
 AX0703
 AX0703'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0719 ***********************************************************************
 AN0719  DESIGNATION -  J 1194
 AN0719  PID         -  AN0719
 AN0719  STATE/COUNTY-  TX/JACKSON
 AN0719  USGS QUAD   -  EDNA (1995)
 AN0719
 AN0719                         *CURRENT SURVEY CONTROL
 AN0719  ___________________________________________________________________
 AN0719* NAD 83(1986)-  28 57 31.     (N)    096 40 49.     (W)     SCALED    
 AN0719* NAVD 88     -        19.55   (+/-2cm)      64.1    (feet)  VERTCON   
 AN0719  ___________________________________________________________________
 AN0719  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0719
 AN0719  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0719
 AN0719.The horizontal coordinates were scaled from a topographic map and have
 AN0719.an estimated accuracy of +/- 6 seconds.
 AN0719
 AN0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0719.The vertical order pertains to the NGVD 29 superseded value.
 AN0719
 AN0719.The geoid height was determined by GEOID03.
 AN0719
 AN0719;                    North         East    Units  Estimated Accuracy
 AN0719;SPC TXSC     - 4,126,950.      826,080.      MT  (+/- 180 meters Scaled)
 AN0719
 AN0719                          SUPERSEDED SURVEY CONTROL
 AN0719
 AN0719  NGVD 29 (??/??/92)   19.571  (m)           64.21   (f) ADJ UNCH    2 0
 AN0719
 AN0719.Superseded values are not recommended for survey control.
 AN0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0719.See file dsdata.txt to determine how the superseded data were derived.
 AN0719
 AN0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT260056(NAD 83)
 AN0719_MARKER: DB = BENCH MARK DISK
 AN0719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0719_SP_SET: FOUNDATION
 AN0719_STAMPING: J 1194 1972
 AN0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0719
 AN0719  HISTORY     - Date     Condition        Report By
 AN0719  HISTORY     - 1972     MONUMENTED       NGS
 AN0719
 AN0719                          STATION DESCRIPTION
 AN0719
 AN0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0719'2.65 MI SW FROM EDNA.
 AN0719'ABOUT 2.4 MILES SOUTHWEST ALONG U. S. HIGHWAY 59 FROM THE COURTHOUSE
 AN0719'AT EDNA, THENCE 0.25 MILE SOUTH ALONG A GRAVELED ROAD, AT A 400 FOOT
 AN0719'HIGH STEEL TOWER OWNED BY THE HOUSTON PIPE LINE CO., 168 FEET
 AN0719'SOUTHEAST OF THE CENTER OF A CURVE IN THE ROAD, 4.4 FEET SOUTH OF THE
 AN0719'WEST CORNER OF A BUILDING, 3 FEET SOUTHEAST OF THE CENTER OF A SMALL
 AN0719'GATE IN CHAIN LINK FENCE, SET IN THE TOP OF THE NORTH CORNER OF THE
 AN0719'CONCRETE FOUNDATION SUPPORTING THE TOWER AND FLUSH WITH THE LEVEL OF
 AN0719'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0692 ***********************************************************************
 AN0692  DESIGNATION -  J 1195
 AN0692  PID         -  AN0692
 AN0692  STATE/COUNTY-  TX/JACKSON
 AN0692  USGS QUAD   -  LA SALLE (1995)
 AN0692
 AN0692                         *CURRENT SURVEY CONTROL
 AN0692  ___________________________________________________________________
 AN0692* NAD 83(1986)-  28 49 01.     (N)    096 41 55.     (W)     SCALED    
 AN0692* NAVD 88     -        11.96   (+/-2cm)      39.2    (feet)  VERTCON   
 AN0692  ___________________________________________________________________
 AN0692  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0692
 AN0692  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0692
 AN0692.The horizontal coordinates were scaled from a topographic map and have
 AN0692.an estimated accuracy of +/- 6 seconds.
 AN0692
 AN0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0692.The vertical order pertains to the NGVD 29 superseded value.
 AN0692
 AN0692.The geoid height was determined by GEOID03.
 AN0692
 AN0692;                    North         East    Units  Estimated Accuracy
 AN0692;SPC TXSC     - 4,111,220.      824,600.      MT  (+/- 180 meters Scaled)
 AN0692
 AN0692                          SUPERSEDED SURVEY CONTROL
 AN0692
 AN0692  NGVD 29 (??/??/92)   12.072  (m)           39.61   (f) ADJ UNCH    2 0
 AN0692
 AN0692.Superseded values are not recommended for survey control.
 AN0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0692.See file dsdata.txt to determine how the superseded data were derived.
 AN0692
 AN0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS245898(NAD 83)
 AN0692_MARKER: DB = BENCH MARK DISK
 AN0692_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0692+WITH SETTING: INTO GROUND
 AN0692_STAMPING: J 1195 1972
 AN0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0692+STABILITY: SURFACE MOTION
 AN0692
 AN0692  HISTORY     - Date     Condition        Report By
 AN0692  HISTORY     - 1972     MONUMENTED       NGS
 AN0692
 AN0692                          STATION DESCRIPTION
 AN0692
 AN0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0692'2.95 MI NW FROM LA SALLE.
 AN0692'ABOUT 2.95 MILES NORTHWEST ALONG THE LA SALLE-INEZ ROAD FROM THE POST
 AN0692'OFFICE AT LA SALLE, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 AN0692'150 FEET NORTHEAST OF THE SOUTHEAST END OF A METAL GATE, 17 FEET
 AN0692'SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 7 1/2 FEET SOUTHWEST
 AN0692'OF A CORNER FENCE POST, 1.4 FEET NORTHWEST OF A FENCE LINE, 7.4 FEET
 AN0692'SOUTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD,
 AN0692'AND ON THE TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO
 AN0692'A METAL BASE PLATE.  THE DISK IS FLUSH WITH THE LEVEL OF THE GROUND
 AN0692'AND ENCASED IN A 6 INCH PIPE THAT IS FLUSH WITH THE LEVEL OF THE
 AN0692'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0570 ***********************************************************************
 AN0570  DESIGNATION -  J 1196
 AN0570  PID         -  AN0570
 AN0570  STATE/COUNTY-  TX/JACKSON
 AN0570  USGS QUAD   -  EDNA (1995)
 AN0570
 AN0570                         *CURRENT SURVEY CONTROL
 AN0570  ___________________________________________________________________
 AN0570* NAD 83(1986)-  28 59 07.     (N)    096 39 07.     (W)     SCALED    
 AN0570* NAVD 88     -        27.922  (meters)      91.61   (feet)  ADJUSTED  
 AN0570  ___________________________________________________________________
 AN0570  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0570  DYNAMIC HT  -          27.882 (meters)      91.48  (feet)  COMP
 AN0570  MODELED GRAV-     979,215.5   (mgal)                       NAVD 88
 AN0570
 AN0570  VERT ORDER  -  FIRST     CLASS I
 AN0570
 AN0570.The horizontal coordinates were scaled from a topographic map and have
 AN0570.an estimated accuracy of +/- 6 seconds.
 AN0570
 AN0570.The orthometric height was determined by differential leveling
 AN0570.and adjusted by the National Geodetic Survey in June 1991..
 AN0570
 AN0570.The geoid height was determined by GEOID03.
 AN0570
 AN0570.The dynamic height is computed by dividing the NAVD 88
 AN0570.geopotential number by the normal gravity value computed on the
 AN0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0570.degrees latitude (g = 980.6199 gals.).
 AN0570
 AN0570.The modeled gravity was interpolated from observed gravity values.
 AN0570
 AN0570;                    North         East    Units  Estimated Accuracy
 AN0570;SPC TXSC     - 4,129,960.      828,780.      MT  (+/- 180 meters Scaled)
 AN0570
 AN0570                          SUPERSEDED SURVEY CONTROL
 AN0570
 AN0570  NGVD 29 (??/??/92)   27.933  (m)           91.64   (f) ADJ UNCH    1 1
 AN0570
 AN0570.Superseded values are not recommended for survey control.
 AN0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0570.See file dsdata.txt to determine how the superseded data were derived.
 AN0570
 AN0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT287086(NAD 83)
 AN0570_MARKER: DD = SURVEY DISK
 AN0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0570_SP_SET: BANNISTER
 AN0570_STAMPING: J 1196 1972
 AN0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0570
 AN0570  HISTORY     - Date     Condition        Report By
 AN0570  HISTORY     - 1972     MONUMENTED       TXHD
 AN0570
 AN0570                          STATION DESCRIPTION
 AN0570
 AN0570'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AN0570'0.6 MI N FROM EDNA.
 AN0570'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE AT
 AN0570'EDNA, SET ON THE TOP AND 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 AN0570'NORTHWEST CONCRETE BANNISTER OF THE EASTBOUND LANE OF THE US HIGHWAY
 AN0570'59 (BY-PASS) AT EDNA, 99 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AN0570'SOUTHBOUND LANE OF THE STATE HIGHWAY 22.5 FEET WEST OF THE CENTER LINE
 AN0570'OF THE EASTBOUND LANE OF THE US HIGHWAY AND 2 1/2 FEET ABOVE THE LEVEL
 AN0570'OF THE US HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0529 ***********************************************************************
 AN0529  DESIGNATION -  J 1197
 AN0529  PID         -  AN0529
 AN0529  STATE/COUNTY-  TX/JACKSON
 AN0529  USGS QUAD   -  LOLITA (1995)
 AN0529
 AN0529                         *CURRENT SURVEY CONTROL
 AN0529  ___________________________________________________________________
 AN0529* NAD 83(1986)-  28 50 17.     (N)    096 33 44.     (W)     SCALED    
 AN0529* NAVD 88     -         9.906  (meters)      32.50   (feet)  ADJUSTED  
 AN0529  ___________________________________________________________________
 AN0529  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0529  DYNAMIC HT  -           9.892 (meters)      32.45  (feet)  COMP
 AN0529  MODELED GRAV-     979,208.9   (mgal)                       NAVD 88
 AN0529
 AN0529  VERT ORDER  -  FIRST     CLASS I
 AN0529
 AN0529.The horizontal coordinates were scaled from a topographic map and have
 AN0529.an estimated accuracy of +/- 6 seconds.
 AN0529
 AN0529.The orthometric height was determined by differential leveling
 AN0529.and adjusted by the National Geodetic Survey in June 1991..
 AN0529
 AN0529.The geoid height was determined by GEOID03.
 AN0529
 AN0529.The dynamic height is computed by dividing the NAVD 88
 AN0529.geopotential number by the normal gravity value computed on the
 AN0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0529.degrees latitude (g = 980.6199 gals.).
 AN0529
 AN0529.The modeled gravity was interpolated from observed gravity values.
 AN0529
 AN0529;                    North         East    Units  Estimated Accuracy
 AN0529;SPC TXSC     - 4,113,830.      837,860.      MT  (+/- 180 meters Scaled)
 AN0529
 AN0529                          SUPERSEDED SURVEY CONTROL
 AN0529
 AN0529  NGVD 29 (??/??/92)   10.021  (m)           32.88   (f) ADJ UNCH    1 1
 AN0529
 AN0529.Superseded values are not recommended for survey control.
 AN0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0529.See file dsdata.txt to determine how the superseded data were derived.
 AN0529
 AN0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS378924(NAD 83)
 AN0529_MARKER: DB = BENCH MARK DISK
 AN0529_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0529+WITH SETTING: INTO GROUND
 AN0529_STAMPING: J 1197 1972
 AN0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0529+STABILITY: SURFACE MOTION
 AN0529
 AN0529  HISTORY     - Date     Condition        Report By
 AN0529  HISTORY     - 1972     MONUMENTED       NGS
 AN0529  HISTORY     - 1978     GOOD             NGS
 AN0529
 AN0529                          STATION DESCRIPTION
 AN0529
 AN0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0529'1.2 MI W FROM LOLITA.
 AN0529'ABOUT 1.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0529'CROSSING OF FARM-TO-MARKET ROAD 1593 AT LOLITA, ABOUT 135 YARDS
 AN0529'SOUTHEAST AND ACROSS FARM-TO-MARKET ROAD 616 FROM THE SOUTHEAST RAIL
 AN0529'OF THE TRACK, 209 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 133.0
 AN0529'FEET WEST-SOUTHWEST OF THE WEST CORNER OF A BRICK GARAGE ON THE
 AN0529'NORTHWEST SIDE OF MR. H.R. GOPFFARTHS BRICK HOUSE, 68 FEET SOUTH OF
 AN0529'THE CENTER OF A 6-FOOT OAK TREE, 11 FEET SOUTHWEST OF A CORNER FENCE
 AN0529'POST, 1 FOOT NORTHWEST OF A FENCE, 272.0 FEET NORTHEAST OF BENCH MARK
 AN0529'E 1197, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 25 FEET ABOVE
 AN0529'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5 1/2-FOOT SECTION OF
 AN0529'COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 AN0529'LEVEL WITH THE SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH
 AN0529'METAL PIPE WHICH PROJECTS 3 INCHES.
 AN0529
 AN0529                          STATION RECOVERY (1978)
 AN0529
 AN0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0613 ***********************************************************************
 AX0613  DESIGNATION -  J 1198
 AX0613  PID         -  AX0613
 AX0613  STATE/COUNTY-  TX/LAVACA
 AX0613  USGS QUAD   -  SPEAKS (1981)
 AX0613
 AX0613                         *CURRENT SURVEY CONTROL
 AX0613  ___________________________________________________________________
 AX0613* NAD 83(1986)-  29 19 15.     (N)    096 42 49.     (W)     SCALED    
 AX0613* NAVD 88     -        46.190  (meters)     151.54   (feet)  ADJUSTED  
 AX0613  ___________________________________________________________________
 AX0613  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0613  DYNAMIC HT  -          46.125 (meters)     151.33  (feet)  COMP
 AX0613  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 AX0613
 AX0613  VERT ORDER  -  FIRST     CLASS I
 AX0613
 AX0613.The horizontal coordinates were scaled from a topographic map and have
 AX0613.an estimated accuracy of +/- 6 seconds.
 AX0613
 AX0613.The orthometric height was determined by differential leveling
 AX0613.and adjusted by the National Geodetic Survey in June 1991..
 AX0613
 AX0613.The geoid height was determined by GEOID03.
 AX0613
 AX0613.The dynamic height is computed by dividing the NAVD 88
 AX0613.geopotential number by the normal gravity value computed on the
 AX0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0613.degrees latitude (g = 980.6199 gals.).
 AX0613
 AX0613.The modeled gravity was interpolated from observed gravity values.
 AX0613
 AX0613;                    North         East    Units  Estimated Accuracy
 AX0613;SPC TXSC     - 4,167,030.      822,050.      MT  (+/- 180 meters Scaled)
 AX0613
 AX0613                          SUPERSEDED SURVEY CONTROL
 AX0613
 AX0613  NGVD 29 (??/??/92)   46.185  (m)          151.53   (f) ADJ UNCH    1 1
 AX0613
 AX0613.Superseded values are not recommended for survey control.
 AX0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0613.See file dsdata.txt to determine how the superseded data were derived.
 AX0613
 AX0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT220457(NAD 83)
 AX0613_MARKER: DB = BENCH MARK DISK
 AX0613_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0613_SP_SET: 45.5 FT
 AX0613_STAMPING: J 1198 1972
 AX0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0613
 AX0613  HISTORY     - Date     Condition        Report By
 AX0613  HISTORY     - 1972     MONUMENTED       NGS
 AX0613  HISTORY     - 19970607 GOOD             USPSQD
 AX0613
 AX0613                          STATION DESCRIPTION
 AX0613
 AX0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0613'5.4 MI NW FROM SPEAKS.
 AX0613'ABOUT 5.4 MILES NORTHWEST ALONG FARM ROAD 530 FROM THE POST OFFICE AND
 AX0613'STORE AT SPEAKS, ABOUT 0.25 MILE WEST OF A CONCRETE BRIDGE OVER THE
 AX0613'NAVIDAD RIVER, 38 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 AX0613'162 FEET NORTHEAST AND ACROSS A PRIVATE ROAD FROM A 48-INCH OAK TREE,
 AX0613'80 FEET SOUTHEAST AND ACROSS THE FARM ROAD FROM UNDERGROUND TELEPHONE
 AX0613'CABLE MARKER NUMBER 138, 29 1/2 FEET NORTHEAST OF THE CENTER OF A
 AX0613'METAL GATE ACROSS THE PRIVATE ROAD, 1 FOOT NORTHWEST OF A FENCE, 1.0
 AX0613'FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 AX0613'ON THE TOP OF A COPPER COATED ROD WHICH PROJECTS 1 INCH ABOVE THE
 AX0613'SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH
 AX0613'PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 45 1/2
 AX0613'FEET.
 AX0613
 AX0613                          STATION RECOVERY (1997)
 AX0613
 AX0613'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0616 ***********************************************************************
 AX0616  DESIGNATION -  J 1199
 AX0616  PID         -  AX0616
 AX0616  STATE/COUNTY-  TX/LAVACA
 AX0616  USGS QUAD   -  SPEAKS (1981)
 AX0616
 AX0616                         *CURRENT SURVEY CONTROL
 AX0616  ___________________________________________________________________
 AX0616* NAD 83(1986)-  29 18 55.     (N)    096 41 52.     (W)     SCALED    
 AX0616* NAVD 88     -        46.174  (meters)     151.49   (feet)  ADJUSTED  
 AX0616  ___________________________________________________________________
 AX0616  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0616  DYNAMIC HT  -          46.109 (meters)     151.28  (feet)  COMP
 AX0616  MODELED GRAV-     979,238.3   (mgal)                       NAVD 88
 AX0616
 AX0616  VERT ORDER  -  FIRST     CLASS I
 AX0616
 AX0616.The horizontal coordinates were scaled from a topographic map and have
 AX0616.an estimated accuracy of +/- 6 seconds.
 AX0616
 AX0616.The orthometric height was determined by differential leveling
 AX0616.and adjusted by the National Geodetic Survey in June 1991..
 AX0616
 AX0616.The geoid height was determined by GEOID03.
 AX0616
 AX0616.The dynamic height is computed by dividing the NAVD 88
 AX0616.geopotential number by the normal gravity value computed on the
 AX0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0616.degrees latitude (g = 980.6199 gals.).
 AX0616
 AX0616.The modeled gravity was interpolated from observed gravity values.
 AX0616
 AX0616;                    North         East    Units  Estimated Accuracy
 AX0616;SPC TXSC     - 4,166,440.      823,600.      MT  (+/- 180 meters Scaled)
 AX0616
 AX0616                          SUPERSEDED SURVEY CONTROL
 AX0616
 AX0616  NGVD 29 (??/??/92)   46.169  (m)          151.47   (f) ADJ UNCH    1 1
 AX0616
 AX0616.Superseded values are not recommended for survey control.
 AX0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0616.See file dsdata.txt to determine how the superseded data were derived.
 AX0616
 AX0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT235451(NAD 83)
 AX0616_MARKER: DB = BENCH MARK DISK
 AX0616_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0616+WITH SETTING: INTO GROUND
 AX0616_STAMPING: J 1199 1972
 AX0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0616+STABILITY: SURFACE MOTION
 AX0616
 AX0616  HISTORY     - Date     Condition        Report By
 AX0616  HISTORY     - 1972     MONUMENTED       NGS
 AX0616  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0616
 AX0616                          STATION DESCRIPTION
 AX0616
 AX0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0616'4.15 MI N FROM SPEAKS.
 AX0616'ABOUT 4.15 MILES NORTH ALONG FARM ROAD NO. 530 FROM THE POST OFFICE
 AX0616'AND GENERAL STORE AT SPEAKS, 0.4 MILE SOUTH OF THE JUNCTION OF FARM
 AX0616'ROAD 2437, 124 YARDS SOUTHWEST OF AND ACROSS THE ROAD FROM THE
 AX0616'SOUTHWEST CORNER OF A FENCE AROUND THE BRIGHT CEMETERY, 346 FEET NORTH
 AX0616'OF THE NORTH END OF THE WEST CONCRETE HEADWALL FOR A 6 FOOT BOX
 AX0616'CULVERT UNDER THE HIGHWAY, 37 FEET WEST OF THE CENTER LINE OF THE FARM
 AX0616'ROAD, 33 FEET NORTH OF THE CENTER OF A WIRE GATE AT PASTURE ENTRANCE,
 AX0616'0.7 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE, 1 FOOT SOUTH OF A METAL
 AX0616'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE FARM ROAD, AND ON THE TOP
 AX0616'OF A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE
 AX0616'PLATE.  THE DISK PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND AND
 AX0616'ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL
 AX0616'OF THE GROUND.
 AX0616
 AX0616                          STATION RECOVERY (1997)
 AX0616
 AX0616'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0043 ***********************************************************************
 AB0043  DESIGNATION -  J 12
 AB0043  PID         -  AB0043
 AB0043  STATE/COUNTY-  TX/CAMERON
 AB0043  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0043
 AB0043                         *CURRENT SURVEY CONTROL
 AB0043  ___________________________________________________________________
 AB0043* NAD 83(1986)-  25 55 00.     (N)    097 24 55.     (W)     SCALED    
 AB0043* NAVD 88     -         7.196  (meters)      23.61   (feet)  ADJUSTED  
 AB0043  ___________________________________________________________________
 AB0043  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AB0043  DYNAMIC HT  -           7.184 (meters)      23.57  (feet)  COMP
 AB0043  MODELED GRAV-     979,036.4   (mgal)                       NAVD 88
 AB0043
 AB0043  VERT ORDER  -  SECOND    CLASS 0
 AB0043
 AB0043.The horizontal coordinates were scaled from a topographic map and have
 AB0043.an estimated accuracy of +/- 6 seconds.
 AB0043
 AB0043.The orthometric height was determined by differential leveling
 AB0043.and adjusted by the National Geodetic Survey in June 1991..
 AB0043
 AB0043.The geoid height was determined by GEOID03.
 AB0043
 AB0043.The dynamic height is computed by dividing the NAVD 88
 AB0043.geopotential number by the normal gravity value computed on the
 AB0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0043.degrees latitude (g = 980.6199 gals.).
 AB0043
 AB0043.The modeled gravity was interpolated from observed gravity values.
 AB0043
 AB0043;                    North         East    Units  Estimated Accuracy
 AB0043;SPC TX S     - 5,028,170.      408,680.      MT  (+/- 180 meters Scaled)
 AB0043
 AB0043                          SUPERSEDED SURVEY CONTROL
 AB0043
 AB0043  NGVD 29 (??/??/92)    7.29   (m)           23.9    (f) COMPUTED    2 0
 AB0043
 AB0043.Superseded values are not recommended for survey control.
 AB0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0043.See file dsdata.txt to determine how the superseded data were derived.
 AB0043
 AB0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP587674(NAD 83)
 AB0043_MARKER: DD = SURVEY DISK
 AB0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0043_SP_SET: GATE BOX
 AB0043_STAMPING: J 12 23.92
 AB0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0043
 AB0043  HISTORY     - Date     Condition        Report By
 AB0043  HISTORY     - UNK      MONUMENTED
 AB0043  HISTORY     - 1950     GOOD             NGS
 AB0043  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0043  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0043
 AB0043                          STATION DESCRIPTION
 AB0043
 AB0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0043'5.7 MI NE FROM BROWNSVILLE.
 AB0043'TO REACH FROM THE INTERSECTION OF TEXAS STATE HIGHWAYS NO. 4(E 14TH
 AB0043'STREET) AND NO. 48(BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED E. ON
 AB0043'HIGHWAY NO. 4 FOR 3.3 MILES TO A CONCRETE GATE BOX IN IRRIGATION DITCH
 AB0043'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER
 AB0043'OF THE TOP OF THE S. SIDE OF THE GATE BOX, APPROXIMATELY 0.1 MILE E.
 AB0043'OF THE EL JARDIN SCHOOL.  24 FEET N. OF AND APPROXIMATELY 2.0 FEET
 AB0043'ABOVE THE CENTERLINE OF THE HIGHWAY.  A CAMERON COUNTY DISK SET IN A
 AB0043'DRILL HOLE.
 AB0043
 AB0043                          STATION RECOVERY (1963)
 AB0043
 AB0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0043'MARK NOT FOUND.
 AB0043
 AB0043                          STATION RECOVERY (1990)
 AB0043
 AB0043'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0381 ***********************************************************************
 CT0381  DESIGNATION -  J 12
 CT0381  PID         -  CT0381
 CT0381  STATE/COUNTY-  TX/EASTLAND
 CT0381  USGS QUAD   -  BERNIE LAKE (1966)
 CT0381
 CT0381                         *CURRENT SURVEY CONTROL
 CT0381  ___________________________________________________________________
 CT0381* NAD 83(1986)-  32 23 16.     (N)    099 05 59.     (W)     SCALED    
 CT0381* NAVD 88     -       493.491  (meters)    1619.06   (feet)  ADJUSTED  
 CT0381  ___________________________________________________________________
 CT0381  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CT0381  DYNAMIC HT  -         492.852 (meters)    1616.97  (feet)  COMP
 CT0381  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 CT0381
 CT0381  VERT ORDER  -  FIRST     CLASS II
 CT0381
 CT0381.The horizontal coordinates were scaled from a topographic map and have
 CT0381.an estimated accuracy of +/- 6 seconds.
 CT0381
 CT0381.The orthometric height was determined by differential leveling
 CT0381.and adjusted by the National Geodetic Survey in June 1991..
 CT0381.WARNING-Repeat measurements at this control monument indicate possible
 CT0381.vertical movement.
 CT0381
 CT0381.The geoid height was determined by GEOID03.
 CT0381
 CT0381.The dynamic height is computed by dividing the NAVD 88
 CT0381.geopotential number by the normal gravity value computed on the
 CT0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0381.degrees latitude (g = 980.6199 gals.).
 CT0381
 CT0381.The modeled gravity was interpolated from observed gravity values.
 CT0381
 CT0381;                    North         East    Units  Estimated Accuracy
 CT0381;SPC TXNC     - 2,080,130.      543,570.      MT  (+/- 180 meters Scaled)
 CT0381
 CT0381                          SUPERSEDED SURVEY CONTROL
 CT0381
 CT0381  NGVD 29 (??/??/92)  493.348  (m)         1618.59   (f) ADJ UNCH    1 2
 CT0381
 CT0381.Superseded values are not recommended for survey control.
 CT0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0381.See file dsdata.txt to determine how the superseded data were derived.
 CT0381
 CT0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA906834(NAD 83)
 CT0381_MARKER: Z = SEE DESCRIPTION
 CT0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0381_SP_SET: STONE
 CT0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0381+STABILITY: SURFACE MOTION
 CT0381
 CT0381  HISTORY     - Date     Condition        Report By
 CT0381  HISTORY     - UNK      MONUMENTED       CGS
 CT0381  HISTORY     - 1956     GOOD             NGS
 CT0381  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0381
 CT0381                          STATION DESCRIPTION
 CT0381
 CT0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0381'7.3 MI W FROM CISCO.
 CT0381'7.3 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0381'AT CISCO, 5 POLES WEST OF THE STATION SIGN AT DOTHAN, 134 FEET NORTH
 CT0381'OF MILEPOST 368, 88 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 35
 CT0381'FEET SOUTH OF THE CENTER LINE OF AN OILED ROAD, 2 FEET EAST OF A
 CT0381'WITNESS POST, 0.5 FOOT ABOVE THE GROUND, IN THE TOP OF A STONE POST,
 CT0381'SURROUNDED BY THE LETTERS USBM.
 CT0381
 CT0381                          STATION RECOVERY (1983)
 CT0381
 CT0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0219 ***********************************************************************
 BN0219  DESIGNATION -  J 120
 BN0219  PID         -  BN0219
 BN0219  STATE/COUNTY-  TX/LLANO
 BN0219  USGS QUAD   -  CASTELL (1967)
 BN0219
 BN0219                         *CURRENT SURVEY CONTROL
 BN0219  ___________________________________________________________________
 BN0219* NAD 83(1986)-  30 42 17.     (N)    098 54 48.     (W)     SCALED    
 BN0219* NAVD 88     -       365.785  (meters)    1200.08   (feet)  ADJUSTED  
 BN0219  ___________________________________________________________________
 BN0219  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 BN0219  DYNAMIC HT  -         365.294 (meters)    1198.47  (feet)  COMP
 BN0219  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 BN0219
 BN0219  VERT ORDER  -  SECOND    CLASS 0
 BN0219
 BN0219.The horizontal coordinates were scaled from a topographic map and have
 BN0219.an estimated accuracy of +/- 6 seconds.
 BN0219
 BN0219.The orthometric height was determined by differential leveling
 BN0219.and adjusted by the National Geodetic Survey in June 1991..
 BN0219
 BN0219.The geoid height was determined by GEOID03.
 BN0219
 BN0219.The dynamic height is computed by dividing the NAVD 88
 BN0219.geopotential number by the normal gravity value computed on the
 BN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0219.degrees latitude (g = 980.6199 gals.).
 BN0219
 BN0219.The modeled gravity was interpolated from observed gravity values.
 BN0219
 BN0219;                    North         East    Units  Estimated Accuracy
 BN0219;SPC TX C     - 3,115,940.      836,010.      MT  (+/- 180 meters Scaled)
 BN0219
 BN0219                          SUPERSEDED SURVEY CONTROL
 BN0219
 BN0219  NGVD 29 (??/??/92)  365.738  (m)         1199.93   (f) ADJ UNCH    2 0
 BN0219
 BN0219.Superseded values are not recommended for survey control.
 BN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0219.See file dsdata.txt to determine how the superseded data were derived.
 BN0219
 BN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU082968(NAD 83)
 BN0219_MARKER: DB = BENCH MARK DISK
 BN0219_SETTING: 66 = SET IN ROCK OUTCROP
 BN0219_SP_SET: ROCK OUTCROP
 BN0219_STAMPING: J-120 1933
 BN0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0219+STABILITY: POSITION/ELEVATION WELL
 BN0219
 BN0219  HISTORY     - Date     Condition        Report By
 BN0219  HISTORY     - 1933     MONUMENTED       CGS
 BN0219
 BN0219                          STATION DESCRIPTION
 BN0219
 BN0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0219'2.9 MI E FROM CASTELL.
 BN0219'2.9 MI E OF CASTELL ALONG THE LLANO-MASON ROAD 75 YARDS WEST OF
 BN0219'CONCRETE BLOCK HOUSE OF E.J. HOFFMAN AND 75 FT. NORTH OF THE
 BN0219'CENTERLINE OF THE HIGHWAY AND 45 FT. NORTH OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0202 ***********************************************************************
 BL0202  DESIGNATION -  J 1200
 BL0202  PID         -  BL0202
 BL0202  STATE/COUNTY-  TX/JEFFERSON
 BL0202  USGS QUAD   -  CHINA (1985)
 BL0202
 BL0202                         *CURRENT SURVEY CONTROL
 BL0202  ___________________________________________________________________
 BL0202* NAD 83(1986)-  30 03 05.     (N)    094 18 27.     (W)     SCALED    
 BL0202* NAVD 88     -         9.099  (meters)      29.85   (feet)  ADJUSTED  
 BL0202  ___________________________________________________________________
 BL0202  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0202  DYNAMIC HT  -           9.087 (meters)      29.81  (feet)  COMP
 BL0202  MODELED GRAV-     979,305.4   (mgal)                       NAVD 88
 BL0202
 BL0202  VERT ORDER  -  FIRST     CLASS I
 BL0202
 BL0202.The horizontal coordinates were scaled from a topographic map and have
 BL0202.an estimated accuracy of +/- 6 seconds.
 BL0202
 BL0202.The orthometric height was determined by differential leveling
 BL0202.and adjusted by the National Geodetic Survey in June 1991..
 BL0202
 BL0202.The geoid height was determined by GEOID03.
 BL0202
 BL0202.The dynamic height is computed by dividing the NAVD 88
 BL0202.geopotential number by the normal gravity value computed on the
 BL0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0202.degrees latitude (g = 980.6199 gals.).
 BL0202
 BL0202.The modeled gravity was interpolated from observed gravity values.
 BL0202
 BL0202;                    North         East    Units  Estimated Accuracy
 BL0202;SPC TXSC     - 4,254,900.    1,052,380.      MT  (+/- 180 meters Scaled)
 BL0202
 BL0202                          SUPERSEDED SURVEY CONTROL
 BL0202
 BL0202  NGVD 29 (??/??/92)    9.113  (m)           29.90   (f) ADJ UNCH    1 1
 BL0202
 BL0202.Superseded values are not recommended for survey control.
 BL0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0202.See file dsdata.txt to determine how the superseded data were derived.
 BL0202
 BL0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP739252(NAD 83)
 BL0202_MARKER: DB = BENCH MARK DISK
 BL0202_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0202_SP_SET: 32 FT.
 BL0202_STAMPING: J 1200 1972
 BL0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0202
 BL0202  HISTORY     - Date     Condition        Report By
 BL0202  HISTORY     - 1972     MONUMENTED       NGS
 BL0202  HISTORY     - 19870829 MARK NOT FOUND   USPSQD
 BL0202  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0202  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 BL0202  HISTORY     - 19990728 MARK NOT FOUND   USPSQD
 BL0202  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0202  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0202  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 BL0202
 BL0202                          STATION DESCRIPTION
 BL0202
 BL0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0202'1.7 MI E FROM CHINA.
 BL0202'ABOUT 1.7 MILES EAST ALONG US HIGHWAY 90 FROM A PAVED ROAD
 BL0202'INTERSECTION, 0.25 MILE WEST OF THE JUNCTION OF THE WEST DRIVE OF
 BL0202'THREE DRIVES, SOUTH TO THE MOTORAMA SPEEDWAY, AT THE JUNCTION OF A
 BL0202'DRIVE SOUTH TO THE SLACK FARMS, 65.2 FEET SOUTH OF THE CENTER LINE OF
 BL0202'THE EASTBOUND LANE OF THE HIGHWAY, 64.5 FEET EAST OF THE CENTER LINE
 BL0202'OF THE DRIVE, 50.5 FEET SOUTHEAST OF THE EAST END OF THE SOUTH ONE OF
 BL0202'TWO, 18-INCH PIPE CULVERTS UNDER THE DRIVE, 1 FOOT NORTH OF A FENCE
 BL0202'LINE, 1 FOOT WEST OF A METAL WITNESS POST AND ABOUT 2 FEET BELOW THE
 BL0202'LEVEL OF THE HIGHWAY AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER
 BL0202'COATED STEEL ROD PROJECTING 0.1 FOOT AND PROTECTED BY A 6-INCH METAL
 BL0202'PIPE WHICH PROJECTS 0.3 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 32
 BL0202'FEET.
 BL0202
 BL0202                          STATION RECOVERY (1987)
 BL0202
 BL0202'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0202'MARK NOT FOUND.
 BL0202
 BL0202                          STATION RECOVERY (1988)
 BL0202
 BL0202'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0202'MARK NOT FOUND.
 BL0202
 BL0202                          STATION RECOVERY (1994)
 BL0202
 BL0202'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0202'MARK NOT FOUND.
 BL0202
 BL0202                          STATION RECOVERY (1999)
 BL0202
 BL0202'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0202'MARK NOT FOUND.
 BL0202
 BL0202                          STATION RECOVERY (2001)
 BL0202
 BL0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0202'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0202
 BL0202                          STATION RECOVERY (2001)
 BL0202
 BL0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0202'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0202
 BL0202                          STATION RECOVERY (2003)
 BL0202
 BL0202'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1574 ***********************************************************************
 AW1574  DESIGNATION -  J 1201
 AW1574  PID         -  AW1574
 AW1574  STATE/COUNTY-  TX/HARRIS
 AW1574  USGS QUAD   -  LEAGUE CITY (1995)
 AW1574
 AW1574                         *CURRENT SURVEY CONTROL
 AW1574  ___________________________________________________________________
 AW1574* NAD 83(1986)-  29 34 35.     (N)    095 01 43.     (W)     SCALED    
 AW1574* NAVD 88     -         4.074  (meters)      13.37   (feet)  ADJUSTED  
 AW1574  ___________________________________________________________________
 AW1574  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1574  DYNAMIC HT  -           4.069 (meters)      13.35  (feet)  COMP
 AW1574  MODELED GRAV-     979,274.8   (mgal)                       NAVD 88
 AW1574
 AW1574  VERT ORDER  -  FIRST     CLASS II
 AW1574
 AW1574.The horizontal coordinates were scaled from a topographic map and have
 AW1574.an estimated accuracy of +/- 6 seconds.
 AW1574
 AW1574.The orthometric height was determined by differential leveling
 AW1574.and adjusted by the National Geodetic Survey in June 1991..
 AW1574
 AW1574.The geoid height was determined by GEOID03.
 AW1574
 AW1574.The dynamic height is computed by dividing the NAVD 88
 AW1574.geopotential number by the normal gravity value computed on the
 AW1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1574.degrees latitude (g = 980.6199 gals.).
 AW1574
 AW1574.The modeled gravity was interpolated from observed gravity values.
 AW1574
 AW1574;                    North         East    Units  Estimated Accuracy
 AW1574;SPC TXSC     - 4,199,710.      984,680.      MT  (+/- 180 meters Scaled)
 AW1574
 AW1574                          SUPERSEDED SURVEY CONTROL
 AW1574
 AW1574  NGVD 29 (12/23/87)    4.071  (m)           13.36   (f) ADJUSTED    1 2
 AW1574
 AW1574.Superseded values are not recommended for survey control.
 AW1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1574.See file dsdata.txt to determine how the superseded data were derived.
 AW1574
 AW1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN034735(NAD 83)
 AW1574_MARKER: DB = BENCH MARK DISK
 AW1574_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1574_SP_SET: COPPER-CLAD STEEL ROD
 AW1574_STAMPING: J 1201 1973
 AW1574_MARK LOGO: NGS   
 AW1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1574+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW1574
 AW1574  HISTORY     - Date     Condition        Report By
 AW1574  HISTORY     - 1973     MONUMENTED       NGS
 AW1574  HISTORY     - 1974     GOOD
 AW1574  HISTORY     - 1978     GOOD             NGS
 AW1574  HISTORY     - 1983     GOOD             NGS
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             USPSQD
 AW1574  HISTORY     - 1987     GOOD             NGS
 AW1574  HISTORY     - 1988     GOOD             USPSQD
 AW1574  HISTORY     - 1988     GOOD             USPSQD
 AW1574  HISTORY     - 1988     GOOD             USPSQD
 AW1574  HISTORY     - 1988     GOOD             USPSQD
 AW1574  HISTORY     - 1988     GOOD             USPSQD
 AW1574  HISTORY     - 1988     GOOD             USPSQD
 AW1574  HISTORY     - 1988     GOOD             USPSQD
 AW1574  HISTORY     - 1988     GOOD             USPSQD
 AW1574  HISTORY     - 1988     GOOD             USPSQD
 AW1574  HISTORY     - 1988     GOOD             USPSQD
 AW1574  HISTORY     - 1988     GOOD             USPSQD
 AW1574  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1574  HISTORY     - 1989     GOOD             USPSQD
 AW1574  HISTORY     - 1989     GOOD             USPSQD
 AW1574  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1574  HISTORY     - 1989     GOOD             USPSQD
 AW1574  HISTORY     - 1989     GOOD             USPSQD
 AW1574  HISTORY     - 1989     GOOD             USPSQD
 AW1574  HISTORY     - 1989     GOOD             USPSQD
 AW1574  HISTORY     - 1989     GOOD             USPSQD
 AW1574  HISTORY     - 1990     GOOD             USPSQD
 AW1574  HISTORY     - 1990     GOOD             USPSQD
 AW1574  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1574  HISTORY     - 19910216 GOOD             USPSQD
 AW1574  HISTORY     - 19931122 GOOD             USPSQD
 AW1574  HISTORY     - 20010128 GOOD             USPSQD
 AW1574  HISTORY     - 20010331 GOOD             USPSQD
 AW1574  HISTORY     - 20010331 GOOD             NGS
 AW1574  HISTORY     - 20031108 GOOD             USPSQD
 AW1574  HISTORY     - 20050116 GOOD             USPSQD
 AW1574
 AW1574                          STATION DESCRIPTION
 AW1574
 AW1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1574'0.8 MI N FROM SEABROOK.
 AW1574'ABOUT 0.8 MILE NORTH ALONG STATE HWY. 146 FROM THE INTERSECTION OF
 AW1574'NASA RD. 1 AT SEABROOK, ABOUT 56 FEET WEST OF THE CENTER LINE OF THE
 AW1574'MEDIAN OF THE HIGHWAY, 32 FEET NORTH OF THE CENTER LINE OF REPSDORPH
 AW1574'RD., 8.4 FEET EAST OF SEADRIFT PIPE LINE MARKER, 3.4 FEET SOUTHEAST OF
 AW1574'TELEPHONE POLE 57 BRACED BY A GUY WIRE, 2.6 FEET SOUTHEAST OF A GAS
 AW1574'LINE BREATHER, ABOUT 0.7 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT
 AW1574'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK SET ON TOP OF A
 AW1574'5/8-INCH COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL OF
 AW1574'THE GROUND AND PROTECTED BY A 6-INCH IRON PIPE WHICH PROJECTS 2
 AW1574'INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 53 1/2 FEET.
 AW1574
 AW1574                          STATION RECOVERY (1974)
 AW1574
 AW1574'RECOVERED 1974
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1978)
 AW1574
 AW1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1574'ABOUT 1.0 MILE NORTH ALONG HIGHWAY 146 FROM THE UNITED METHODIST
 AW1574'CHURCH AT SEABROOK IN THE NORTHEAST CORNER OF INTERSECTION OF
 AW1574'REPSDORPH ROAD BETWEEN HIGHWAY 146 AND TEXAS AND NEW ORLEANS
 AW1574'RAILROAD, 67 FEET WEST OF CENTERLINE OF HIGHWAY, 51 FEET EAST OF
 AW1574'EAST RAIL, 30 FEET NORTH OF CENTERLINE OF REPSDORPH ROAD, AND 6 FEET
 AW1574'EAST-NORTHEAST OF POWER POLE.
 AW1574
 AW1574                          STATION RECOVERY (1983)
 AW1574
 AW1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (GAR)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBS)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (GPB)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1987)
 AW1574
 AW1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1574'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW1574'CHANGE THE 40 CODE TO READ RECESSED 30 CM AND ADD 43 CODE.
 AW1574'THE MARK IS 0.33 METERS  SE FROM  A WITNESS POST
 AW1574
 AW1574                          STATION RECOVERY (1988)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1988)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (BP)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1988)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1988)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1988)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1988)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1988)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1988)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1988)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1988)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1988)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1989)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1574'MARK NOT FOUND.
 AW1574
 AW1574                          STATION RECOVERY (1989)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (PT)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1989)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1989)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1574'MARK NOT FOUND.
 AW1574
 AW1574                          STATION RECOVERY (1989)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1989)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1989)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1989)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1989)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1990)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1990)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1990)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW1574'MARK NOT FOUND.
 AW1574
 AW1574                          STATION RECOVERY (1991)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (1993)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (2001)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 2001 (EL)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (2001)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 2001 (WBS)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (2001)
 AW1574
 AW1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1574'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1574
 AW1574                          STATION RECOVERY (2003)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1574'RECOVERED IN GOOD CONDITION.
 AW1574
 AW1574                          STATION RECOVERY (2005)
 AW1574
 AW1574'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0409 ***********************************************************************
 BL0409  DESIGNATION -  J 1202
 BL0409  PID         -  BL0409
 BL0409  STATE/COUNTY-  TX/LIBERTY
 BL0409  USGS QUAD   -  DAISETTA (1984)
 BL0409
 BL0409                         *CURRENT SURVEY CONTROL
 BL0409  ___________________________________________________________________
 BL0409* NAD 83(1986)-  30 02 35.     (N)    094 40 27.     (W)     SCALED    
 BL0409* NAVD 88     -        19.543  (meters)      64.12   (feet)  ADJUSTED  
 BL0409  ___________________________________________________________________
 BL0409  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0409  DYNAMIC HT  -          19.517 (meters)      64.03  (feet)  COMP
 BL0409  MODELED GRAV-     979,306.5   (mgal)                       NAVD 88
 BL0409
 BL0409  VERT ORDER  -  FIRST     CLASS I
 BL0409
 BL0409.The horizontal coordinates were scaled from a topographic map and have
 BL0409.an estimated accuracy of +/- 6 seconds.
 BL0409
 BL0409.The orthometric height was determined by differential leveling
 BL0409.and adjusted by the National Geodetic Survey in June 1991..
 BL0409
 BL0409.The geoid height was determined by GEOID03.
 BL0409
 BL0409.The dynamic height is computed by dividing the NAVD 88
 BL0409.geopotential number by the normal gravity value computed on the
 BL0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0409.degrees latitude (g = 980.6199 gals.).
 BL0409
 BL0409.The modeled gravity was interpolated from observed gravity values.
 BL0409
 BL0409;                    North         East    Units  Estimated Accuracy
 BL0409;SPC TX C     - 3,055,610.    1,245,570.      MT  (+/- 180 meters Scaled)
 BL0409
 BL0409                          SUPERSEDED SURVEY CONTROL
 BL0409
 BL0409  NGVD 29 (12/23/87)   19.547  (m)           64.13   (f) ADJUSTED    1 1
 BL0409
 BL0409.Superseded values are not recommended for survey control.
 BL0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0409.See file dsdata.txt to determine how the superseded data were derived.
 BL0409
 BL0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP385247(NAD 83)
 BL0409_MARKER: DB = BENCH MARK DISK
 BL0409_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0409_SP_SET: COPPER-CLAD STEEL ROD
 BL0409_STAMPING: J 1202 1972
 BL0409_MARK LOGO: NGS   
 BL0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0409
 BL0409  HISTORY     - Date     Condition        Report By
 BL0409  HISTORY     - 1972     MONUMENTED       NGS
 BL0409  HISTORY     - 1987     GOOD             NGS
 BL0409  HISTORY     - 1988     GOOD             USPSQD
 BL0409  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 BL0409  HISTORY     - 19960413 POOR             USPSQD
 BL0409  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0409
 BL0409                          STATION DESCRIPTION
 BL0409
 BL0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0409'IN RAYWOOD.
 BL0409'AT RAYWOOD, ABOUT 0.1 MILE WEST OF US HIGHWAY 90 FROM THE POST OFFICE
 BL0409'THENCE 0.1 MILE NORTH ALONG A GRAVEL DRIVE, 80 YARDS NORTH OF A BENCH
 BL0409'MARK D 1036 (DESCRIBED) ON THE RIGHT-OF-WAY OF THE SOUTHERN PACIFIC
 BL0409'RAILROAD, 163 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE
 BL0409'CONCRETE BUILDING OF THE DRYING PLANT OF THE AMERICAN RICE GROWERS
 BL0409'CO-OP ASSN., 55.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE EAST
 BL0409'ONE OF THREE LONG, LOW METAL BUILDINGS, 28.1 FEET SOUTH OF THE SOUTH
 BL0409'RAIL OF THE MAIN TRACK, 10.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF A
 BL0409'SPUR TRACK, 2 FEET WEST OF A TELEGRAPH POLE, AND IN LINE WITH THE
 BL0409'POLES, 1 FOOT EAST OF A METAL WITNESS POST ABOUT LEVEL WITH THE
 BL0409'HIGHWAY AND 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IS A DISK ON
 BL0409'TOP OF A 5/8-INCH COPPER COATED STEEL ROD PROJECTING 0.1 FOOT AND
 BL0409'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.2 FOOT.  THE ROD WAS
 BL0409'DRIVEN TO A DEPTH OF 48 FEET.
 BL0409
 BL0409                          STATION RECOVERY (1987)
 BL0409
 BL0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0409'RECOVERED IN GOOD CONDITION.
 BL0409
 BL0409                          STATION RECOVERY (1988)
 BL0409
 BL0409'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0409'RECOVERED IN GOOD CONDITION.
 BL0409
 BL0409                          STATION RECOVERY (1995)
 BL0409
 BL0409'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL0409'MARK NOT FOUND.
 BL0409
 BL0409                          STATION RECOVERY (1996)
 BL0409
 BL0409'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0409'MARK RECOVERED IN POOR CONDITION.
 BL0409
 BL0409                          STATION RECOVERY (2004)
 BL0409
 BL0409'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1192 ***********************************************************************
 BL1192  DESIGNATION -  J 1203
 BL1192  PID         -  BL1192
 BL1192  STATE/COUNTY-  TX/HARRIS
 BL1192  USGS QUAD   -  SPRING (1982)
 BL1192
 BL1192                         *CURRENT SURVEY CONTROL
 BL1192  ___________________________________________________________________
 BL1192* NAD 83(1986)-  30 03 17.     (N)    095 24 40.     (W)     SCALED    
 BL1192* NAVD 88     -        33.27   (+/-2cm)     109.2    (feet)  VERTCON   
 BL1192  ___________________________________________________________________
 BL1192  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BL1192
 BL1192  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1192
 BL1192.The horizontal coordinates were scaled from a topographic map and have
 BL1192.an estimated accuracy of +/- 6 seconds.
 BL1192
 BL1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1192.The vertical order pertains to the NGVD 29 superseded value.
 BL1192
 BL1192.The geoid height was determined by GEOID03.
 BL1192
 BL1192;                    North         East    Units  Estimated Accuracy
 BL1192;SPC TXSC     - 4,251,500.      946,010.      MT  (+/- 180 meters Scaled)
 BL1192
 BL1192                          SUPERSEDED SURVEY CONTROL
 BL1192
 BL1192  NGVD 29 (??/??/92)   33.266  (m)          109.14   (f) ADJ UNCH    1 1
 BL1192
 BL1192.Superseded values are not recommended for survey control.
 BL1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1192.See file dsdata.txt to determine how the superseded data were derived.
 BL1192
 BL1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP675273(NAD 83)
 BL1192_MARKER: DB = BENCH MARK DISK
 BL1192_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1192_SP_SET: 0.2 FEET
 BL1192_STAMPING: J 1203 1973
 BL1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1192+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 BL1192
 BL1192  HISTORY     - Date     Condition        Report By
 BL1192  HISTORY     - 1973     MONUMENTED       NGS
 BL1192  HISTORY     - 1978     GOOD             NGS
 BL1192  HISTORY     - 1978     GOOD             NGS
 BL1192  HISTORY     - 1986     MARK NOT FOUND   NGS
 BL1192  HISTORY     - 19950905 GOOD             USPSQD
 BL1192  HISTORY     - 20040927 GOOD             USPSQD
 BL1192
 BL1192                          STATION DESCRIPTION
 BL1192
 BL1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1192'1.7 MI S FROM SPRING.
 BL1192'ABOUT 1.7 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1192'CROSSING OF SPRING SCHOOL ROAD, ABOUT 0.05 MILE NORTH OF THE JUNCTION
 BL1192'OF JAMES RD. AND HARDY ST., 45 1/2 FEET EAST OF THE CENTER LINE OF
 BL1192'HARDY ST., 37 FEET WEST OF THE WEST RAIL, 3.4 FEET SOUTH OF A
 BL1192'TELEPHONE POLE, 1 1/2 FEET NORTH OF A METAL WITNESS POST, AND ABOUT 7
 BL1192'FEET BELOW THE LEVEL OF THE RAIL, SET ON TOP OF A 4-FOOT LENGTH OF
 BL1192'5/8-INCH COPPER COATED STEEL ROD AND PROTECTED BY A 6-INCH METAL PIPE
 BL1192'WHICH PROJECTS 0.2 FEET.
 BL1192
 BL1192                          STATION RECOVERY (1978)
 BL1192
 BL1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1192'RECOVERED IN GOOD CONDITION.
 BL1192
 BL1192                          STATION RECOVERY (1978)
 BL1192
 BL1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1192'RECOVERED IN GOOD CONDITION.
 BL1192
 BL1192                          STATION RECOVERY (1986)
 BL1192
 BL1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1192'THERE IS EVIDENCE OF GRADING AT THIS LOCATION.
 BL1192
 BL1192                          STATION RECOVERY (1995)
 BL1192
 BL1192'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1192'RECOVERED IN GOOD CONDITION.
 BL1192
 BL1192                          STATION RECOVERY (2004)
 BL1192
 BL1192'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1320 ***********************************************************************
 AW1320  DESIGNATION -  J 1204
 AW1320  PID         -  AW1320
 AW1320  STATE/COUNTY-  TX/GALVESTON
 AW1320  USGS QUAD   -  TEXAS CITY (1994)
 AW1320
 AW1320                         *CURRENT SURVEY CONTROL
 AW1320  ___________________________________________________________________
 AW1320* NAD 83(1986)-  29 26 25.     (N)    094 54 27.     (W)     SCALED    
 AW1320* NAVD 88     -         2.024  (meters)       6.64   (feet)  ADJUSTED  
 AW1320  ___________________________________________________________________
 AW1320  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW1320  DYNAMIC HT  -           2.021 (meters)       6.63  (feet)  COMP
 AW1320  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 AW1320  OBS GRAVITY -     979,272.7   (mgal)                       GRAV_OBS
 AW1320
 AW1320  VERT ORDER  -  FIRST     CLASS II
 AW1320
 AW1320.The horizontal coordinates were scaled from a topographic map and have
 AW1320.an estimated accuracy of +/- 6 seconds.
 AW1320
 AW1320.The orthometric height was determined by differential leveling
 AW1320.and adjusted by the National Geodetic Survey in June 1991..
 AW1320
 AW1320.The geoid height was determined by GEOID03.
 AW1320
 AW1320.The dynamic height is computed by dividing the NAVD 88
 AW1320.geopotential number by the normal gravity value computed on the
 AW1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1320.degrees latitude (g = 980.6199 gals.).
 AW1320
 AW1320.The modeled gravity was interpolated from observed gravity values.
 AW1320.The observed gravity was obtained from relative gravimeter ties
 AW1320.to the IGSN71 gravity network.
 AW1320
 AW1320;                    North         East    Units  Estimated Accuracy
 AW1320;SPC TXSC     - 4,185,040.      996,930.      MT  (+/- 180 meters Scaled)
 AW1320
 AW1320                          SUPERSEDED SURVEY CONTROL
 AW1320
 AW1320  NGVD 29 (12/23/87)    2.021  (m)            6.63   (f) ADJUSTED    1 2
 AW1320
 AW1320.Superseded values are not recommended for survey control.
 AW1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1320.See file dsdata.txt to determine how the superseded data were derived.
 AW1320
 AW1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN149582(NAD 83)
 AW1320_MARKER: DB = BENCH MARK DISK
 AW1320_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW1320+WITH SETTING: INTO GROUND
 AW1320_SP_SET: METAL ROD WITH BASE PLATE
 AW1320_STAMPING: J 1204 1973
 AW1320_MARK LOGO: NGS   
 AW1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1320+STABILITY: SURFACE MOTION
 AW1320
 AW1320  HISTORY     - Date     Condition        Report By
 AW1320  HISTORY     - 1973     MONUMENTED       NGS
 AW1320  HISTORY     - 1978     GOOD             NGS
 AW1320  HISTORY     - 1986     GOOD             NGS
 AW1320  HISTORY     - 1987     GOOD             USPSQD
 AW1320  HISTORY     - 1987     GOOD             USPSQD
 AW1320  HISTORY     - 1988     GOOD             USPSQD
 AW1320  HISTORY     - 1988     GOOD             USPSQD
 AW1320  HISTORY     - 1988     GOOD             USPSQD
 AW1320  HISTORY     - 1988     GOOD             USPSQD
 AW1320  HISTORY     - 1988     GOOD             USPSQD
 AW1320  HISTORY     - 19880120 GOOD             USPSQD
 AW1320  HISTORY     - 1989     GOOD             USPSQD
 AW1320  HISTORY     - 1990     GOOD             USPSQD
 AW1320  HISTORY     - 1991     GOOD             USPSQD
 AW1320  HISTORY     - 19990828 GOOD             USPSQD
 AW1320  HISTORY     - 20040129 MARK NOT FOUND   USPSQD
 AW1320  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW1320
 AW1320                          STATION DESCRIPTION
 AW1320
 AW1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1320'5.0 MI NW FROM TEXAS CITY.
 AW1320'1.35 MILES NORTH ALONG 6TH STREET FROM THE POST OFFICE AT TEXAS CITY,
 AW1320'THENCE 0.55 MILE EAST ALONG 25TH AVENUE NORTH, THENCE 1.2 MILES NORTH
 AW1320'AND EAST ALONG A PAVED ROAD, THENCE 1.9 MILES NORTHWEST ALONG AN
 AW1320'ASPHALT ROAD ON A LEVEE, AT THE CROSSING OF A ROAD, 337.0 FEET
 AW1320'SOUTHWEST OF THE CENTER LINE OF THE LEVEE ROAD, 25 FEET SOUTHEAST OF
 AW1320'THE CENTER LINE OF THE CROSS ROAD, 19.0 FEET SOUTHEAST OF THE
 AW1320'SOUTHEAST END OF A PIPE GATE, 47 FEET SOUTHEAST AND ACROSS THE ROAD
 AW1320'FROM POWER POLE F 755-30A, 1.4 FEET NORTHEAST OF A FENCE, 1.0 FOOT
 AW1320'SOUTH OF A WITNESS POST, ABOUT 20 FEET LOWER THAN THE ROAD ON THE
 AW1320'LEVEE, AND LEVEL WITH THE CROSS ROAD, A DISK ON THE TOP OF A 5/8-INCH
 AW1320'COPPER COATED ROD WHICH IS 4 FEET LONG WITH A BASE PLATE ATTACHED. THE
 AW1320'UPPER PORTION OF THE ROD IS ENCASED IN A 5-INCH IRON PIPE FLUSH WITH
 AW1320'THE GROUND.
 AW1320
 AW1320                          STATION RECOVERY (1978)
 AW1320
 AW1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1320'RECOVERED IN GOOD CONDITION.
 AW1320
 AW1320                          STATION RECOVERY (1986)
 AW1320
 AW1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1320'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1320'EXCEPT THE PIPE GATE AND THE FENCE LINE MENTIONED THEREIN NO LONGER
 AW1320'EXIST.
 AW1320
 AW1320                          STATION RECOVERY (1987)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1320'RECOVERED IN GOOD CONDITION.
 AW1320
 AW1320                          STATION RECOVERY (1987)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW1320'RECOVERED IN GOOD CONDITION.
 AW1320
 AW1320                          STATION RECOVERY (1988)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1320'RECOVERED IN GOOD CONDITION.
 AW1320
 AW1320                          STATION RECOVERY (1988)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1320'RECOVERED IN GOOD CONDITION.
 AW1320
 AW1320                          STATION RECOVERY (1988)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1320'RECOVERED IN GOOD CONDITION.
 AW1320
 AW1320                          STATION RECOVERY (1988)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1320'RECOVERED IN GOOD CONDITION.
 AW1320
 AW1320                          STATION RECOVERY (1988)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1320'RECOVERED IN GOOD CONDITION.
 AW1320
 AW1320                          STATION RECOVERY (1988)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1320'RECOVERED IN GOOD CONDITION.
 AW1320
 AW1320                          STATION RECOVERY (1989)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1320'RECOVERED IN GOOD CONDITION.
 AW1320
 AW1320                          STATION RECOVERY (1990)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1320'RECOVERED IN GOOD CONDITION.
 AW1320
 AW1320                          STATION RECOVERY (1991)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1320'RECOVERED IN GOOD CONDITION.
 AW1320
 AW1320                          STATION RECOVERY (1999)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1320'RECOVERED IN GOOD CONDITION.
 AW1320
 AW1320                          STATION RECOVERY (2004)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1320'MARK NOT FOUND.
 AW1320
 AW1320                          STATION RECOVERY (2005)
 AW1320
 AW1320'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1442 ***********************************************************************
 AW1442  DESIGNATION -  J 1205
 AW1442  PID         -  AW1442
 AW1442  STATE/COUNTY-  TX/CHAMBERS
 AW1442  USGS QUAD   -  SMITH POINT (1993)
 AW1442
 AW1442                         *CURRENT SURVEY CONTROL
 AW1442  ___________________________________________________________________
 AW1442* NAD 83(1986)-  29 31 37.     (N)    094 46 17.     (W)     SCALED    
 AW1442* NAVD 88     -         2.29   (+/-2cm)       7.5    (feet)  VERTCON   
 AW1442  ___________________________________________________________________
 AW1442  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AW1442
 AW1442  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1442
 AW1442.The horizontal coordinates were scaled from a topographic map and have
 AW1442.an estimated accuracy of +/- 6 seconds.
 AW1442
 AW1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1442.The vertical order pertains to the NGVD 29 superseded value.
 AW1442
 AW1442.The geoid height was determined by GEOID03.
 AW1442
 AW1442;                    North         East    Units  Estimated Accuracy
 AW1442;SPC TXSC     - 4,195,110.    1,009,780.      MT  (+/- 180 meters Scaled)
 AW1442
 AW1442                          SUPERSEDED SURVEY CONTROL
 AW1442
 AW1442  NGVD 29 (??/??/92)    2.291  (m)            7.52   (f) ADJ UNCH    1 2
 AW1442
 AW1442.Superseded values are not recommended for survey control.
 AW1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1442.See file dsdata.txt to determine how the superseded data were derived.
 AW1442
 AW1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN283676(NAD 83)
 AW1442_MARKER: DB = BENCH MARK DISK
 AW1442_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1442_SP_SET: 56 FEET
 AW1442_STAMPING: J 1205 1973
 AW1442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1442+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1442
 AW1442  HISTORY     - Date     Condition        Report By
 AW1442  HISTORY     - 1973     MONUMENTED       NGS
 AW1442  HISTORY     - 1978     GOOD             NGS
 AW1442  HISTORY     - 1990     GOOD             USPSQD
 AW1442  HISTORY     - 20010331 GOOD             NGS
 AW1442  HISTORY     - 20050314 GOOD             USPSQD
 AW1442
 AW1442                          STATION DESCRIPTION
 AW1442
 AW1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1442'0.95 MI SW FROM SMITH POINT.
 AW1442'ABOUT 0.95 MILE SOUTHWEST ALONG FARM ROAD 562 FROM THE VAN TA UN
 AW1442'GROCERY STORE AT SMITH POINT, 0.25 MILE SOUTHWEST OF THE AMATA GAS
 AW1442'CORP NORTH VILLAGE MILLS PLANT, 163 FEET SOUTHWEST OF AND ACROSS THE
 AW1442'ROAD FROM A POWER LINE POLE BRACED BY A GUY WIRE, 83 FEET WEST OF THE
 AW1442'WEST CORNER OF A FRAME HOUSE, 103 FEET NORTHEAST OF THE HIGH WATER
 AW1442'LINE OF EAST BAY, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 12
 AW1442'FEET NORTHWEST OF A 25 INCH LONE OAK TREE, 19 FEET SOUTHEAST OF THE
 AW1442'CENTER LINE OF A PRIVATE ROAD LEADING TO HARTFIELD CAMP, 0.8 FOOT
 AW1442'SOUTHWEST OF A METAL WITNESS POST, AND IS A DISK ON THE TOP OF A
 AW1442'COPPER COATED STEEL ROD THAT IS FLUSH WITH THE GROUND AND ENCASED IN A
 AW1442'6 INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.
 AW1442'THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 AW1442
 AW1442                          STATION RECOVERY (1978)
 AW1442
 AW1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1442'RECOVERED IN GOOD CONDITION.
 AW1442
 AW1442                          STATION RECOVERY (1990)
 AW1442
 AW1442'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1442'RECOVERED IN GOOD CONDITION.
 AW1442
 AW1442                          STATION RECOVERY (2001)
 AW1442
 AW1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1442'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1442
 AW1442                          STATION RECOVERY (2005)
 AW1442
 AW1442'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1206 ***********************************************************************
 AW1206  DESIGNATION -  J 1206
 AW1206  PID         -  AW1206
 AW1206  STATE/COUNTY-  TX/MATAGORDA
 AW1206  USGS QUAD   -  ASHWOOD (1980)
 AW1206
 AW1206                         *CURRENT SURVEY CONTROL
 AW1206  ___________________________________________________________________
 AW1206* NAD 83(1986)-  29 01 32.     (N)    095 47 25.     (W)     SCALED    
 AW1206* NAVD 88     -         9.88   (+/-2cm)      32.4    (feet)  VERTCON   
 AW1206  ___________________________________________________________________
 AW1206  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW1206
 AW1206  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1206
 AW1206.The horizontal coordinates were scaled from a topographic map and have
 AW1206.an estimated accuracy of +/- 6 seconds.
 AW1206
 AW1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1206.The vertical order pertains to the NGVD 29 superseded value.
 AW1206
 AW1206.The geoid height was determined by GEOID03.
 AW1206
 AW1206;                    North         East    Units  Estimated Accuracy
 AW1206;SPC TXSC     - 4,136,420.      912,600.      MT  (+/- 180 meters Scaled)
 AW1206
 AW1206                          SUPERSEDED SURVEY CONTROL
 AW1206
 AW1206  NGVD 29 (??/??/92)    9.904  (m)           32.49   (f) ADJ UNCH    1 1
 AW1206
 AW1206.Superseded values are not recommended for survey control.
 AW1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1206.See file dsdata.txt to determine how the superseded data were derived.
 AW1206
 AW1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN282140(NAD 83)
 AW1206_MARKER: DB = BENCH MARK DISK
 AW1206_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1206_SP_SET: 24 FT.
 AW1206_STAMPING: J 1206 1972
 AW1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1206
 AW1206  HISTORY     - Date     Condition        Report By
 AW1206  HISTORY     - 1972     MONUMENTED       NGS
 AW1206  HISTORY     - 1978     GOOD             NGS
 AW1206  HISTORY     - 1990     GOOD             USPSQD
 AW1206
 AW1206                          STATION DESCRIPTION
 AW1206
 AW1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1206'5.5 MI SW FROM SWEENY.
 AW1206'5.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1206'STATION AT SWEENY, 6 1/4 POLES EAST AND ACROSS THE TRACK FROM MILEPOLE
 AW1206'295, AT THE JUNCTION OF A ROAD SOUTH TO AMOCO PRODUCTION COMPANY
 AW1206'LEASE, 183 FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTH RAIL, 94 1/2
 AW1206'FEET SOUTHEAST OF TELEPHONE POLE 846 WITH TWO GUY POLES, 16 FEET EAST
 AW1206'OF THE CENTER LINE OF THE ROAD, 108 FEET SOUTH OF THE CENTER LINE OF A
 AW1206'ROAD PARALLING THE TRACK, 8.0 FEET EAST OF THE NORTHEAST CORNER OF A
 AW1206'STEEL RAIL CATTLEGUARD, 12 1/2 FEET NORTHEAST OF THE EAST END OF A
 AW1206'IRON PIPE GATE, 6 1/2 FEET WEST OF A T JUNCTION FENCE CORNER, 1.4 FEET
 AW1206'NORTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET
 AW1206'LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 AW1206'ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 24 FEET. THE UPPER PORTION
 AW1206'OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 AW1206'GROUND.
 AW1206
 AW1206                          STATION RECOVERY (1978)
 AW1206
 AW1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1206'RECOVERED IN GOOD CONDITION.
 AW1206
 AW1206                          STATION RECOVERY (1990)
 AW1206
 AW1206'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0045 ***********************************************************************
 AN0045  DESIGNATION -  J 1207
 AN0045  PID         -  AN0045
 AN0045  STATE/COUNTY-  TX/MATAGORDA
 AN0045  USGS QUAD   -  MIDFIELD (1995)
 AN0045
 AN0045                         *CURRENT SURVEY CONTROL
 AN0045  ___________________________________________________________________
 AN0045* NAD 83(1986)-  28 53 03.     (N)    096 10 08.     (W)     SCALED    
 AN0045* NAVD 88     -         9.80   (+/-2cm)      32.2    (feet)  VERTCON   
 AN0045  ___________________________________________________________________
 AN0045  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN0045
 AN0045  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0045
 AN0045.The horizontal coordinates were scaled from a topographic map and have
 AN0045.an estimated accuracy of +/- 6 seconds.
 AN0045
 AN0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0045.The vertical order pertains to the NGVD 29 superseded value.
 AN0045
 AN0045.The geoid height was determined by GEOID03.
 AN0045
 AN0045;                    North         East    Units  Estimated Accuracy
 AN0045;SPC TXSC     - 4,119,800.      876,110.      MT  (+/- 180 meters Scaled)
 AN0045
 AN0045                          SUPERSEDED SURVEY CONTROL
 AN0045
 AN0045  NGVD 29 (??/??/92)    9.844  (m)           32.30   (f) ADJ UNCH    1 1
 AN0045
 AN0045.Superseded values are not recommended for survey control.
 AN0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0045.See file dsdata.txt to determine how the superseded data were derived.
 AN0045
 AN0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS761984(NAD 83)
 AN0045_MARKER: DB = BENCH MARK DISK
 AN0045_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0045+WITH SETTING: INTO GROUND
 AN0045_STAMPING: J 1207 1972
 AN0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0045+STABILITY: SURFACE MOTION
 AN0045
 AN0045  HISTORY     - Date     Condition        Report By
 AN0045  HISTORY     - 1972     MONUMENTED       NGS
 AN0045  HISTORY     - 1978     GOOD             NGS
 AN0045  HISTORY     - 1991     GOOD             USPSQD
 AN0045
 AN0045                          STATION DESCRIPTION
 AN0045
 AN0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0045'3.0 MI E FROM BLESSING.
 AN0045'3.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0045'OF THE SOUTHERN PACIFIC RAILROAD AT BLESSING, 2 1/4 POLES WEST OF
 AN0045'MILEPOLE 268, 106 FEET SOUTH AND ACROSS AN ASPHALT ROAD FROM THE SOUTH
 AN0045'RAIL, 25 FEET SOUTH OF THE CENTER LINE OF AN ASPHALT ROAD, 1.0 FOOT
 AN0045'NORTH OF A FENCE, 0.8 FOOT SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER
 AN0045'THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 AN0045'4-FOOT LONG WITH A METAL BASE PLATE ATTACHED.  THE UPPER PORTION OF
 AN0045'THE ROD IS ENCASED IN A 4-INCH METAL PIPE PROJECTING 0.3 FOOT ABOVE
 AN0045'THE GROUND.
 AN0045
 AN0045                          STATION RECOVERY (1978)
 AN0045
 AN0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0045'RECOVERED IN GOOD CONDITION.
 AN0045
 AN0045                          STATION RECOVERY (1991)
 AN0045
 AN0045'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0149 ***********************************************************************
 AW0149  DESIGNATION -  J 1208
 AW0149  PID         -  AW0149
 AW0149  STATE/COUNTY-  TX/BRAZORIA
 AW0149  USGS QUAD   -  MANVEL (1974)
 AW0149
 AW0149                         *CURRENT SURVEY CONTROL
 AW0149  ___________________________________________________________________
 AW0149* NAD 83(1986)-  29 28 48.     (N)    095 15 44.     (W)     SCALED    
 AW0149* NAVD 88     -        12.141  (meters)      39.83   (feet)  ADJUSTED  
 AW0149  ___________________________________________________________________
 AW0149  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW0149  DYNAMIC HT  -          12.124 (meters)      39.78  (feet)  COMP
 AW0149  MODELED GRAV-     979,267.3   (mgal)                       NAVD 88
 AW0149  OBS GRAVITY -     979,266.5   (mgal)                       GRAV_OBS
 AW0149
 AW0149  VERT ORDER  -  FIRST     CLASS I
 AW0149
 AW0149.The horizontal coordinates were scaled from a topographic map and have
 AW0149.an estimated accuracy of +/- 6 seconds.
 AW0149
 AW0149.The orthometric height was determined by differential leveling
 AW0149.and adjusted by the National Geodetic Survey in June 1991..
 AW0149
 AW0149.The geoid height was determined by GEOID03.
 AW0149
 AW0149.The dynamic height is computed by dividing the NAVD 88
 AW0149.geopotential number by the normal gravity value computed on the
 AW0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0149.degrees latitude (g = 980.6199 gals.).
 AW0149
 AW0149.The modeled gravity was interpolated from observed gravity values.
 AW0149.The observed gravity was obtained from relative gravimeter ties
 AW0149.to the IGSN71 gravity network.
 AW0149
 AW0149;                    North         East    Units  Estimated Accuracy
 AW0149;SPC TXSC     - 4,188,290.      962,400.      MT  (+/- 180 meters Scaled)
 AW0149
 AW0149                          SUPERSEDED SURVEY CONTROL
 AW0149
 AW0149  NGVD 29 (12/23/87)   12.137  (m)           39.82   (f) ADJUSTED    1 1
 AW0149
 AW0149.Superseded values are not recommended for survey control.
 AW0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0149.See file dsdata.txt to determine how the superseded data were derived.
 AW0149
 AW0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN806632(NAD 83)
 AW0149_MARKER: DB = BENCH MARK DISK
 AW0149_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0149+WITH SETTING: INTO GROUND
 AW0149_SP_SET: METAL ROD WITH BASE PLATE
 AW0149_STAMPING: J 1208 1973
 AW0149_MARK LOGO: NGS   
 AW0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0149+STABILITY: SURFACE MOTION
 AW0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0149+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0149
 AW0149  HISTORY     - Date     Condition        Report By
 AW0149  HISTORY     - 1973     MONUMENTED       NGS
 AW0149  HISTORY     - 1978     GOOD             NGS
 AW0149  HISTORY     - 1978     GOOD             NGS
 AW0149  HISTORY     - 1978     GOOD             DOD
 AW0149  HISTORY     - 1986     GOOD             NGS
 AW0149  HISTORY     - 1990     GOOD             USPSQD
 AW0149  HISTORY     - 19970628 GOOD             USPSQD
 AW0149  HISTORY     - 20051009 GOOD             USPSQD
 AW0149
 AW0149                          STATION DESCRIPTION
 AW0149
 AW0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0149'4.0 MI N FROM ALVIN.
 AW0149'4.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0149'THE STATION AT ALVIN, AT THE SOUTHEAST CORNER OF THE CROSSING OF
 AW0149'COUNTY ROAD 281, 50.6 FEET EAST OF THE EAST RAIL, 30.5 FEET SOUTH OF
 AW0149'THE CENTER LINE OF THE ROAD, 2.4 FEET EAST-SOUTHEAST OF A POWER POLE,
 AW0149'13 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 1.2 FEET NORTH OF A
 AW0149'FENCE LINE, 0.6 FOOT WEST OF A WITNESS POST, A DISK ON THE TOP OF A
 AW0149'5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG AND HAS A BASE PLATE
 AW0149'ATTACHED, THE UPPER PORTION OF THE ROD IS ENCASED IN A 5-INCH IRON
 AW0149'PIPE THAT IS FLUSH WITH THE GROUND.
 AW0149
 AW0149                          STATION RECOVERY (1978)
 AW0149
 AW0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0149'RECOVERED IN GOOD CONDITION.
 AW0149
 AW0149                          STATION RECOVERY (1978)
 AW0149
 AW0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0149'RECOVERED IN GOOD CONDITION.
 AW0149
 AW0149                          STATION RECOVERY (1978)
 AW0149
 AW0149'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0149'RECOVERED IN GOOD CONDITION.
 AW0149
 AW0149                          STATION RECOVERY (1986)
 AW0149
 AW0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0149'RECOVERED IN GOOD CONDITION.
 AW0149
 AW0149                          STATION RECOVERY (1990)
 AW0149
 AW0149'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW0149'RECOVERED IN GOOD CONDITION.
 AW0149
 AW0149                          STATION RECOVERY (1997)
 AW0149
 AW0149'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0149'RECOVERED IN GOOD CONDITION.
 AW0149
 AW0149                          STATION RECOVERY (2005)
 AW0149
 AW0149'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0149'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0063 ***********************************************************************
 AM0063  DESIGNATION -  J 1209
 AM0063  PID         -  AM0063
 AM0063  STATE/COUNTY-  TX/BRAZORIA
 AM0063  USGS QUAD   -  FREEPORT (1974)
 AM0063
 AM0063                         *CURRENT SURVEY CONTROL
 AM0063  ___________________________________________________________________
 AM0063* NAD 83(1986)-  28 56 28.     (N)    095 20 51.     (W)     SCALED    
 AM0063* NAVD 88     -         0.34   (+/-2cm)       1.1    (feet)  VERTCON   
 AM0063  ___________________________________________________________________
 AM0063  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AM0063
 AM0063  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0063
 AM0063.The horizontal coordinates were scaled from a topographic map and have
 AM0063.an estimated accuracy of +/- 6 seconds.
 AM0063
 AM0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0063.The vertical order pertains to the NGVD 29 superseded value.
 AM0063
 AM0063.The geoid height was determined by GEOID03.
 AM0063
 AM0063;                    North         East    Units  Estimated Accuracy
 AM0063;SPC TXSC     - 4,128,330.      956,000.      MT  (+/- 180 meters Scaled)
 AM0063
 AM0063                          SUPERSEDED SURVEY CONTROL
 AM0063
 AM0063  NGVD 29 (??/??/92)    0.361  (m)            1.18   (f) ADJ UNCH    1 1
 AM0063
 AM0063.Superseded values are not recommended for survey control.
 AM0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0063.See file dsdata.txt to determine how the superseded data were derived.
 AM0063
 AM0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN711037(NAD 83)
 AM0063_MARKER: DB = BENCH MARK DISK
 AM0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0063_SP_SET: FOUNDATION
 AM0063_STAMPING: J 1209 1973
 AM0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0063+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AM0063
 AM0063  HISTORY     - Date     Condition        Report By
 AM0063  HISTORY     - 1973     MONUMENTED       NGS
 AM0063  HISTORY     - 1977     GOOD             NGS
 AM0063  HISTORY     - 1978     GOOD             NGS
 AM0063  HISTORY     - 20041106 GOOD             USPSQD
 AM0063
 AM0063                          STATION DESCRIPTION
 AM0063
 AM0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0063'0.55 MI S FROM FREEPORT.
 AM0063'0.05 MILE EAST ALONG EAST FOURTH STREET FROM THE POST OFFICE AT
 AM0063'FREEPORT, THENCE 0.5 MILE SOUTH ALONG FARM ROAD 1495 (PINE STREET),
 AM0063'0.2 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 288, 0.05 MILE NORTH
 AM0063'OF THE JUNCTION OF THE ENTRANCE ROAD TO THE HOUSTON LIGHT AND POWER
 AM0063'FREEPORT SUBSTATION, 200 FEET SOUTH OF THE CROSSING OF THE MISSOURI
 AM0063'PACIFIC RAILROAD TO THE PHILLIPS PLANT, IN THE TOP OF THE CONCRETE
 AM0063'FOUNDATION OF POWER LINE STEEL TOWER, 0.5 FOOT WEST OF THE EAST CORNER
 AM0063'OF THE FOUNDATION, 0.5 FOOT EAST OF THE EAST STEEL LEG OF THE TOWER,
 AM0063'48 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 51 FEET SOUTH OF THE
 AM0063'NORTHEAST CORNER OF A CYCLONE FENCE OF OFFSHORE WELDERS YARD, AND
 AM0063'ABOUT 1 FOOT LOWER THAN THE ROAD.
 AM0063
 AM0063                          STATION RECOVERY (1977)
 AM0063
 AM0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0063'RECOVERED IN GOOD CONDITION.
 AM0063
 AM0063                          STATION RECOVERY (1978)
 AM0063
 AM0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0063'RECOVERED IN GOOD CONDITION.
 AM0063
 AM0063                          STATION RECOVERY (2004)
 AM0063
 AM0063'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1283 ***********************************************************************
 AX1283  DESIGNATION -  J 121
 AX1283  PID         -  AX1283
 AX1283  STATE/COUNTY-  TX/FAYETTE
 AX1283  USGS QUAD   -  FLATONIA (1981)
 AX1283
 AX1283                         *CURRENT SURVEY CONTROL
 AX1283  ___________________________________________________________________
 AX1283* NAD 83(1986)-  29 41 17.     (N)    097 06 31.     (W)     SCALED    
 AX1283* NAVD 88     -       138.22   (+/-2cm)     453.5    (feet)  VERTCON   
 AX1283  ___________________________________________________________________
 AX1283  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AX1283
 AX1283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1283
 AX1283.The horizontal coordinates were scaled from a topographic map and have
 AX1283.an estimated accuracy of +/- 6 seconds.
 AX1283
 AX1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1283.The vertical order pertains to the NGVD 29 superseded value.
 AX1283
 AX1283.The geoid height was determined by GEOID03.
 AX1283
 AX1283;                    North         East    Units  Estimated Accuracy
 AX1283;SPC TXSC     - 4,207,030.      783,030.      MT  (+/- 180 meters Scaled)
 AX1283
 AX1283                          SUPERSEDED SURVEY CONTROL
 AX1283
 AX1283  NGVD 29 (??/??/92)  138.173  (m)          453.32   (f) ADJ UNCH    2 0
 AX1283
 AX1283.Superseded values are not recommended for survey control.
 AX1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1283.See file dsdata.txt to determine how the superseded data were derived.
 AX1283
 AX1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT830857(NAD 83)
 AX1283_MARKER: DB = BENCH MARK DISK
 AX1283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1283_SP_SET: SIDEWALK
 AX1283_STAMPING: J 121 1933
 AX1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1283+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1283
 AX1283  HISTORY     - Date     Condition        Report By
 AX1283  HISTORY     - 1933     MONUMENTED       CGS
 AX1283  HISTORY     - 1943     GOOD             NGS
 AX1283  HISTORY     - 1987     GOOD             USPSQD
 AX1283  HISTORY     - 1988     GOOD             USPSQD
 AX1283  HISTORY     - 1988     GOOD             USPSQD
 AX1283  HISTORY     - 1989     GOOD             USPSQD
 AX1283  HISTORY     - 19970607 GOOD             USPSQD
 AX1283  HISTORY     - 20020523 GOOD             USPSQD
 AX1283  HISTORY     - 20040318 GOOD             USPSQD
 AX1283  HISTORY     - 20050318 GOOD             USPSQD
 AX1283
 AX1283                          STATION DESCRIPTION
 AX1283
 AX1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1283'IN FLATONIA.
 AX1283'BENCH MARK IS SET HORIZONTALLY IN THE CONCRETE SIDEWALK AT THE
 AX1283'SOUTHEAST CORNER OF THE FLATONIA STATE BANK BUILDING, IT IS 1.0 FOOT
 AX1283'EAST OF THE BUILDING AND 0.5 FOOT SOUTH OF THE SOUTH WALL.  A DISK SET
 AX1283'IN A DRILL HOLE.
 AX1283
 AX1283                          STATION RECOVERY (1987)
 AX1283
 AX1283'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1283'RECOVERED IN GOOD CONDITION.
 AX1283
 AX1283                          STATION RECOVERY (1988)
 AX1283
 AX1283'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1283'RECOVERED IN GOOD CONDITION.
 AX1283
 AX1283                          STATION RECOVERY (1988)
 AX1283
 AX1283'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AX1283'RECOVERED IN GOOD CONDITION.
 AX1283
 AX1283                          STATION RECOVERY (1989)
 AX1283
 AX1283'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1283'RECOVERED IN GOOD CONDITION.
 AX1283
 AX1283                          STATION RECOVERY (1997)
 AX1283
 AX1283'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1283'RECOVERED IN GOOD CONDITION.
 AX1283
 AX1283                          STATION RECOVERY (2002)
 AX1283
 AX1283'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX1283'BLDG IS ON NE CORNER OF W NORTH MAIN ST AND S PENN ST.  BLDG IS CALLED
 AX1283'E.A. ARNIM ARCHIVES AND MUSEUM.
 AX1283
 AX1283                          STATION RECOVERY (2004)
 AX1283
 AX1283'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1283'RECOVERED IN GOOD CONDITION.
 AX1283
 AX1283                          STATION RECOVERY (2005)
 AX1283
 AX1283'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0035 ***********************************************************************
 AW0035  DESIGNATION -  J 1210
 AW0035  PID         -  AW0035
 AW0035  STATE/COUNTY-  TX/BRAZORIA
 AW0035  USGS QUAD   -  DANBURY (1974)
 AW0035
 AW0035                         *CURRENT SURVEY CONTROL
 AW0035  ___________________________________________________________________
 AW0035* NAD 83(1986)-  29 09 52.     (N)    095 16 39.     (W)     SCALED    
 AW0035* NAVD 88     -         3.35   (+/-2cm)      11.0    (feet)  VERTCON   
 AW0035  ___________________________________________________________________
 AW0035  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW0035
 AW0035  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0035
 AW0035.The horizontal coordinates were scaled from a topographic map and have
 AW0035.an estimated accuracy of +/- 6 seconds.
 AW0035
 AW0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0035.The vertical order pertains to the NGVD 29 superseded value.
 AW0035
 AW0035.The geoid height was determined by GEOID03.
 AW0035
 AW0035;                    North         East    Units  Estimated Accuracy
 AW0035;SPC TXSC     - 4,153,290.      962,030.      MT  (+/- 180 meters Scaled)
 AW0035
 AW0035                          SUPERSEDED SURVEY CONTROL
 AW0035
 AW0035  NGVD 29 (??/??/92)    3.352  (m)           11.00   (f) ADJ UNCH    1 1
 AW0035
 AW0035.Superseded values are not recommended for survey control.
 AW0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0035.See file dsdata.txt to determine how the superseded data were derived.
 AW0035
 AW0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN784283(NAD 83)
 AW0035_MARKER: DB = BENCH MARK DISK
 AW0035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0035_SP_SET: 23 FEET
 AW0035_STAMPING: J 1210 1973
 AW0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0035+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0035
 AW0035  HISTORY     - Date     Condition        Report By
 AW0035  HISTORY     - 1973     MONUMENTED       NGS
 AW0035  HISTORY     - 1978     GOOD             NGS
 AW0035  HISTORY     - 1987     GOOD             USPSQD
 AW0035  HISTORY     - 1990     GOOD             USPSQD
 AW0035  HISTORY     - 20040319 GOOD             USPSQD
 AW0035
 AW0035                          STATION DESCRIPTION
 AW0035
 AW0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0035'6.4 MI SE FROM DANBURY.
 AW0035'0.3 MILE SOUTHEAST ALONG MAIN STREET FROM THE POST OFFICE AT DANBURY,
 AW0035'THENCE 0.15 MILE NORTHEAST ALONG FIRST STREET, THENCE 0.6 MILE
 AW0035'SOUTHEAST ALONG COUNTY ROAD 211, THENCE 5.35 MILES SOUTHEAST ALONG
 AW0035'COUNTY ROAD 208, AT THE JUNCTION OF FARM ROAD 2004, 182 FEET SOUTHWEST
 AW0035'OF THE CENTER LINE OF THE COUNTY ROAD, 189 FEET NORTHWEST OF THE
 AW0035'CENTER LINE OF THE FARM ROAD, 148 FEET SOUTHWEST OF THE FIRST POLE
 AW0035'SOUTHEAST OF TWO POWER POLES BEARING THREE TRANSFORMERS, 210.5 FEET
 AW0035'WEST OF BENCH MARK F 1210, 13 1/2 FEET NORTHEAST OF THE CENTERLINE OF
 AW0035'A FIELD ENTRANCE ROAD, 1.3 FEET SOUTHEAST OF A FENCE, 1.9 FEET
 AW0035'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE
 AW0035'TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A
 AW0035'DEPTH OF 23 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 AW0035'CONCRETE PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW0035
 AW0035                          STATION RECOVERY (1978)
 AW0035
 AW0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0035'RECOVERED IN GOOD CONDITION.
 AW0035
 AW0035                          STATION RECOVERY (1987)
 AW0035
 AW0035'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0035'RECOVERED IN GOOD CONDITION.
 AW0035
 AW0035                          STATION RECOVERY (1990)
 AW0035
 AW0035'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW0035'RECOVERED IN GOOD CONDITION.
 AW0035
 AW0035                          STATION RECOVERY (2004)
 AW0035
 AW0035'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2280 ***********************************************************************
 AW2280  DESIGNATION -  J 1211
 AW2280  PID         -  AW2280
 AW2280  STATE/COUNTY-  TX/HARRIS
 AW2280  USGS QUAD   -  ALIEF (1995)
 AW2280
 AW2280                         *CURRENT SURVEY CONTROL
 AW2280  ___________________________________________________________________
 AW2280* NAD 83(1986)-  29 44 15.     (N)    095 30 22.     (W)     SCALED    
 AW2280* NAVD 88     -        19.499  (meters)      63.97   (feet)  ADJUSTED  
 AW2280  ___________________________________________________________________
 AW2280  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2280  DYNAMIC HT  -          19.472 (meters)      63.88  (feet)  COMP
 AW2280  MODELED GRAV-     979,281.2   (mgal)                       NAVD 88
 AW2280
 AW2280  VERT ORDER  -  FIRST     CLASS II
 AW2280
 AW2280.The horizontal coordinates were scaled from a topographic map and have
 AW2280.an estimated accuracy of +/- 6 seconds.
 AW2280
 AW2280.The orthometric height was determined by differential leveling
 AW2280.and adjusted by the National Geodetic Survey in June 1991..
 AW2280
 AW2280.The geoid height was determined by GEOID03.
 AW2280
 AW2280.The dynamic height is computed by dividing the NAVD 88
 AW2280.geopotential number by the normal gravity value computed on the
 AW2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2280.degrees latitude (g = 980.6199 gals.).
 AW2280
 AW2280.The modeled gravity was interpolated from observed gravity values.
 AW2280
 AW2280;                    North         East    Units  Estimated Accuracy
 AW2280;SPC TXSC     - 4,216,080.      937,910.      MT  (+/- 180 meters Scaled)
 AW2280
 AW2280                          SUPERSEDED SURVEY CONTROL
 AW2280
 AW2280  NGVD 29 (12/23/87)   19.494  (m)           63.96   (f) ADJUSTED    1 2
 AW2280
 AW2280.Superseded values are not recommended for survey control.
 AW2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2280.See file dsdata.txt to determine how the superseded data were derived.
 AW2280
 AW2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN576923(NAD 83)
 AW2280_MARKER: DB = BENCH MARK DISK
 AW2280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2280_SP_SET: CULVERT
 AW2280_STAMPING: J 1211 1973
 AW2280_MARK LOGO: NGS   
 AW2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2280+STABILITY: SURFACE MOTION
 AW2280
 AW2280  HISTORY     - Date     Condition        Report By
 AW2280  HISTORY     - 1973     MONUMENTED       NGS
 AW2280  HISTORY     - 1978     GOOD             NGS
 AW2280  HISTORY     - 1983     GOOD             NGS
 AW2280  HISTORY     - 1986     GOOD             NGS
 AW2280  HISTORY     - 1990     GOOD             USPSQD
 AW2280  HISTORY     - 19931122 GOOD             USPSQD
 AW2280  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2280
 AW2280                          STATION DESCRIPTION
 AW2280
 AW2280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2280'4.5 MI NW FROM BELLAIRE.
 AW2280'2.25 MILES NORTH ALONG RICE AVENUE FROM THE JUNCTION OF BELLAIRE
 AW2280'BOULEVARD AT BELLAIRE, THENCE 0.35 MILE WEST ALONG WEST ALABAMA
 AW2280'STREET, THENCE 1.9 MILES WEST ALONG WESTHEIMER ROAD, 0.05 MILE WEST OF
 AW2280'THE JUNCTION OF STONEY BROOK DRIVE, IN THE TOP AND 1.1 FEET EAST OF
 AW2280'THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A LARGE CONCRETE BOX
 AW2280'CULVERT, 12.9 FEET SOUTH OF THE SOUTH CURB OF THE ROAD, 74 FEET EAST
 AW2280'OF THE CENTER LINE OF A DRIVEWAY SOUTH TO GODFATHER CLUB, 0.8 FOOT
 AW2280'NORTHEAST OF THE WEST END OF A CYCLONE FENCE, ABOUT LEVEL WITH THE
 AW2280'ROAD, AND 1/2 FOOT LOWER THAN THE SIDEWALK.
 AW2280
 AW2280                          STATION RECOVERY (1978)
 AW2280
 AW2280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2280'RECOVERED IN GOOD CONDITION.
 AW2280
 AW2280                          STATION RECOVERY (1983)
 AW2280
 AW2280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2280'RECOVERED IN GOOD CONDITION, NOTE, DELETE 74 FEET EAST OF THE CENTER
 AW2280'LINE OF A DRIVEWAY SOUTH TO GODFATHER CLUB, ADD 74 FEET EAST OF THE
 AW2280'CENTERLINE OF THE EAST ENTRANCE SOUTH TO THE PARKING LOT AND BOSTON
 AW2280'SEA PARTY CLUB.
 AW2280
 AW2280                          STATION RECOVERY (1986)
 AW2280
 AW2280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2280'RECOVERED IN GOOD CONDITION.
 AW2280
 AW2280                          STATION RECOVERY (1990)
 AW2280
 AW2280'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2280'RECOVERED IN GOOD CONDITION.
 AW2280
 AW2280                          STATION RECOVERY (1993)
 AW2280
 AW2280'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2280'RECOVERED IN GOOD CONDITION.
 AW2280
 AW2280                          STATION RECOVERY (2004)
 AW2280
 AW2280'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4701 ***********************************************************************
 AW4701  DESIGNATION -  J 1212
 AW4701  PID         -  AW4701
 AW4701  STATE/COUNTY-  TX/FORT BEND
 AW4701  USGS QUAD   -  RICHMOND (1980)
 AW4701
 AW4701                         *CURRENT SURVEY CONTROL
 AW4701  ___________________________________________________________________
 AW4701* NAD 83(1986)-  29 34 05.     (N)    095 48 32.     (W)     SCALED    
 AW4701* NAVD 88     -        31.950  (meters)     104.82   (feet)  ADJUSTED  
 AW4701  ___________________________________________________________________
 AW4701  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW4701  DYNAMIC HT  -          31.906 (meters)     104.68  (feet)  COMP
 AW4701  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 AW4701
 AW4701  VERT ORDER  -  FIRST     CLASS II
 AW4701
 AW4701.The horizontal coordinates were scaled from a topographic map and have
 AW4701.an estimated accuracy of +/- 6 seconds.
 AW4701
 AW4701.The orthometric height was determined by differential leveling
 AW4701.and adjusted by the National Geodetic Survey in June 1991..
 AW4701
 AW4701.The geoid height was determined by GEOID03.
 AW4701
 AW4701.The dynamic height is computed by dividing the NAVD 88
 AW4701.geopotential number by the normal gravity value computed on the
 AW4701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4701.degrees latitude (g = 980.6199 gals.).
 AW4701
 AW4701.The modeled gravity was interpolated from observed gravity values.
 AW4701
 AW4701;                    North         East    Units  Estimated Accuracy
 AW4701;SPC TXSC     - 4,196,470.      909,150.      MT  (+/- 180 meters Scaled)
 AW4701
 AW4701                          SUPERSEDED SURVEY CONTROL
 AW4701
 AW4701  NGVD 29 (12/23/87)   31.947  (m)          104.81   (f) ADJUSTED    1 2
 AW4701
 AW4701.Superseded values are not recommended for survey control.
 AW4701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4701.See file dsdata.txt to determine how the superseded data were derived.
 AW4701
 AW4701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN278742(NAD 83)
 AW4701_MARKER: DB = BENCH MARK DISK
 AW4701_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW4701_SP_SET: BRIDGE ABUTMENT
 AW4701_STAMPING: J 1212 1973
 AW4701_MARK LOGO: NGS   
 AW4701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4701
 AW4701  HISTORY     - Date     Condition        Report By
 AW4701  HISTORY     - 1973     MONUMENTED       NGS
 AW4701  HISTORY     - 1986     GOOD             NGS
 AW4701  HISTORY     - 1988     GOOD             USPSQD
 AW4701  HISTORY     - 1990     GOOD             USPSQD
 AW4701  HISTORY     - 19931204 GOOD             USPSQD
 AW4701  HISTORY     - 19991120 GOOD             USPSQD
 AW4701
 AW4701                          STATION DESCRIPTION
 AW4701
 AW4701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4701'0.8 MI N FROM ROSENBERG.
 AW4701'0.25 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4701'THE STATION AT ROSENBERG, THENCE 0.55 MILE NORTH ALONG FARM ROAD 723
 AW4701'(HOUSTON STREET), IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 AW4701'ABUTMENT OF A BRIDGE OVER THE BRAZOS RIVER, 13 FEET WEST OF THE CENTER
 AW4701'LINE OF THE ROAD, 0.8 FOOT EAST OF THE EAST FACE OF THE WEST CONCRETE
 AW4701'GUARDRAIL OF THE BRIDGE, 0.5 FOOT NORTH OF THE NORTH END OF THE WEST
 AW4701'CONCRETE CURB, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AW4701
 AW4701                          STATION RECOVERY (1986)
 AW4701
 AW4701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4701'RECOVERED IN GOOD CONDITION.
 AW4701
 AW4701                          STATION RECOVERY (1988)
 AW4701
 AW4701'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4701'RECOVERED IN GOOD CONDITION.
 AW4701
 AW4701                          STATION RECOVERY (1990)
 AW4701
 AW4701'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4701'RECOVERED IN GOOD CONDITION.
 AW4701
 AW4701                          STATION RECOVERY (1993)
 AW4701
 AW4701'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4701'RECOVERED IN GOOD CONDITION.
 AW4701
 AW4701                          STATION RECOVERY (1999)
 AW4701
 AW4701'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0187 ***********************************************************************
 AW0187  DESIGNATION -  J 1213
 AW0187  PID         -  AW0187
 AW0187  STATE/COUNTY-  TX/HARRIS
 AW0187  USGS QUAD   -  PARK PLACE (1995)
 AW0187
 AW0187                         *CURRENT SURVEY CONTROL
 AW0187  ___________________________________________________________________
 AW0187* NAD 83(1986)-  29 39 55.     (N)    095 19 04.     (W)     SCALED    
 AW0187* NAVD 88     -        12.079  (meters)      39.63   (feet)  ADJUSTED  
 AW0187  ___________________________________________________________________
 AW0187  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW0187  DYNAMIC HT  -          12.063 (meters)      39.58  (feet)  COMP
 AW0187  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 AW0187
 AW0187  VERT ORDER  -  FIRST     CLASS I
 AW0187
 AW0187.The horizontal coordinates were scaled from a topographic map and have
 AW0187.an estimated accuracy of +/- 6 seconds.
 AW0187
 AW0187.The orthometric height was determined by differential leveling
 AW0187.and adjusted by the National Geodetic Survey in June 1991..
 AW0187
 AW0187.The geoid height was determined by GEOID03.
 AW0187
 AW0187.The dynamic height is computed by dividing the NAVD 88
 AW0187.geopotential number by the normal gravity value computed on the
 AW0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0187.degrees latitude (g = 980.6199 gals.).
 AW0187
 AW0187.The modeled gravity was interpolated from observed gravity values.
 AW0187
 AW0187;                    North         East    Units  Estimated Accuracy
 AW0187;SPC TXSC     - 4,208,640.      956,370.      MT  (+/- 180 meters Scaled)
 AW0187
 AW0187                          SUPERSEDED SURVEY CONTROL
 AW0187
 AW0187  NGVD 29 (12/23/87)   12.075  (m)           39.62   (f) ADJUSTED    1 1
 AW0187
 AW0187.Superseded values are not recommended for survey control.
 AW0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0187.See file dsdata.txt to determine how the superseded data were derived.
 AW0187
 AW0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN756839(NAD 83)
 AW0187_MARKER: DB = BENCH MARK DISK
 AW0187_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0187_SP_SET: HEADWALL
 AW0187_STAMPING: J 1213 1973
 AW0187_MARK LOGO: NGS   
 AW0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0187+STABILITY: SURFACE MOTION
 AW0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0187+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW0187
 AW0187  HISTORY     - Date     Condition        Report By
 AW0187  HISTORY     - 1973     MONUMENTED       NGS
 AW0187  HISTORY     - 1978     GOOD             NGS
 AW0187  HISTORY     - 1978     GOOD             NGS
 AW0187  HISTORY     - 1986     GOOD             NGS
 AW0187  HISTORY     - 1987     GOOD             USPSQD
 AW0187  HISTORY     - 1987     GOOD             USPSQD
 AW0187  HISTORY     - 1987     GOOD             USPSQD
 AW0187  HISTORY     - 1987     GOOD             USPSQD
 AW0187  HISTORY     - 1988     GOOD             USPSQD
 AW0187  HISTORY     - 1988     GOOD             USPSQD
 AW0187  HISTORY     - 1989     GOOD             USPSQD
 AW0187  HISTORY     - 1989     GOOD             USPSQD
 AW0187  HISTORY     - 1989     GOOD             USPSQD
 AW0187  HISTORY     - 1989     GOOD             USPSQD
 AW0187  HISTORY     - 1989     GOOD             USPSQD
 AW0187  HISTORY     - 1989     GOOD             USPSQD
 AW0187  HISTORY     - 1989     GOOD             USPSQD
 AW0187  HISTORY     - 1990     GOOD             USPSQD
 AW0187  HISTORY     - 19950624 GOOD             USPSQD
 AW0187  HISTORY     - 20031003 GOOD             USPSQD
 AW0187  HISTORY     - 20050217 GOOD             USPSQD
 AW0187
 AW0187                          STATION DESCRIPTION
 AW0187
 AW0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0187'1.95 MI S FROM HOUSTON.
 AW0187'1.95 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0187'INTERSTATE HIGHWAY 610 SOUTH LOOP OVERPASS AT HOUSTON, SET IN THE TOP
 AW0187'AND 6-INCHES NORTH OF THE SOUTH END OF THE WEST HEADWALL OF A CULVERT
 AW0187'UNDER THE RAILROAD, 9.0 FEET WEST OF THE WEST RAIL, 72.5 FEET EAST OF
 AW0187'THE CENTER LINE OF MYKAWA ROAD, 66.3 FEET SOUTH OF THE EXTENDED CENTER
 AW0187'LINE OF BELARBOR STREET, 3 FEET LOWER THAN THE TRACK, AND ABOUT 2 FEET
 AW0187'HIGHER THAN THE ROAD.
 AW0187
 AW0187                          STATION RECOVERY (1978)
 AW0187
 AW0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1978)
 AW0187
 AW0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1986)
 AW0187
 AW0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1987)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1987)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1987)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1987)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1988)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1988)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1989)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1989)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1989)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1989)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1989)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1989)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1989)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1990)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (1995)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0187'RECOVERED IN GOOD CONDITION.
 AW0187
 AW0187                          STATION RECOVERY (2003)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0187'PAINTED A WHITE AERROW ON THE CONCRETE SHOWING THE LOCATION OF THE
 AW0187'MARK.
 AW0187
 AW0187                          STATION RECOVERY (2005)
 AW0187
 AW0187'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2370 ***********************************************************************
 AW2370  DESIGNATION -  J 1214
 AW2370  PID         -  AW2370
 AW2370  STATE/COUNTY-  TX/FORT BEND
 AW2370  USGS QUAD   -  MISSOURI CITY (1995)
 AW2370
 AW2370                         *CURRENT SURVEY CONTROL
 AW2370  ___________________________________________________________________
 AW2370* NAD 83(1986)-  29 34 49.     (N)    095 34 56.     (W)     SCALED    
 AW2370* NAVD 88     -        20.449  (meters)      67.09   (feet)  ADJUSTED  
 AW2370  ___________________________________________________________________
 AW2370  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW2370  DYNAMIC HT  -          20.421 (meters)      67.00  (feet)  COMP
 AW2370  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 AW2370  OBS GRAVITY -     979,272.7   (mgal)                       GRAV_OBS
 AW2370
 AW2370  VERT ORDER  -  FIRST     CLASS II
 AW2370
 AW2370.The horizontal coordinates were scaled from a topographic map and have
 AW2370.an estimated accuracy of +/- 6 seconds.
 AW2370
 AW2370.The orthometric height was determined by differential leveling
 AW2370.and adjusted by the National Geodetic Survey in June 1991..
 AW2370
 AW2370.The geoid height was determined by GEOID03.
 AW2370
 AW2370.The dynamic height is computed by dividing the NAVD 88
 AW2370.geopotential number by the normal gravity value computed on the
 AW2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2370.degrees latitude (g = 980.6199 gals.).
 AW2370
 AW2370.The modeled gravity was interpolated from observed gravity values.
 AW2370.The observed gravity was obtained from relative gravimeter ties
 AW2370.to the IGSN71 gravity network.
 AW2370
 AW2370;                    North         East    Units  Estimated Accuracy
 AW2370;SPC TXSC     - 4,198,450.      931,060.      MT  (+/- 180 meters Scaled)
 AW2370
 AW2370                          SUPERSEDED SURVEY CONTROL
 AW2370
 AW2370  NGVD 29 (12/23/87)   20.445  (m)           67.08   (f) ADJUSTED    1 2
 AW2370
 AW2370.Superseded values are not recommended for survey control.
 AW2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2370.See file dsdata.txt to determine how the superseded data were derived.
 AW2370
 AW2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN498750(NAD 83)
 AW2370_MARKER: DB = BENCH MARK DISK
 AW2370_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2370_SP_SET: CULVERT HEADWALL
 AW2370_STAMPING: J 1214 1973
 AW2370_MARK LOGO: NGS   
 AW2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2370+STABILITY: SURFACE MOTION
 AW2370
 AW2370  HISTORY     - Date     Condition        Report By
 AW2370  HISTORY     - 1973     MONUMENTED       NGS
 AW2370  HISTORY     - 1986     GOOD             NGS
 AW2370  HISTORY     - 1987     GOOD             USPSQD
 AW2370  HISTORY     - 1987     GOOD             USPSQD
 AW2370  HISTORY     - 1989     GOOD             USPSQD
 AW2370  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2370  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 AW2370  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW2370
 AW2370                          STATION DESCRIPTION
 AW2370
 AW2370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2370'4.7 MI SE FROM SUGAR LAND.
 AW2370'1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION OF U.S.
 AW2370'HIGHWAY 59 AT SUGAR LAND, THENCE 3.55 MILES SOUTHEAST ALONG STATE
 AW2370'HIGHWAY 6, AT THE JUNCTION OF LESTER ROAD NORTH, IN THE TOP OF THE
 AW2370'NORTHEAST CONCRETE HEADWALL OF A LARGE CONCRETE BOX CULVERT, 9.5 FEET
 AW2370'SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL, 25 FEET NORTHEAST OF
 AW2370'THE CENTER LINE OF THE HIGHWAY, 40 1/2 FEET WEST OF THE CENTER LINE OF
 AW2370'THE ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW2370
 AW2370                          STATION RECOVERY (1986)
 AW2370
 AW2370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2370'RECOVERED IN GOOD CONDITION.
 AW2370
 AW2370                          STATION RECOVERY (1987)
 AW2370
 AW2370'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2370'RECOVERED IN GOOD CONDITION.
 AW2370
 AW2370                          STATION RECOVERY (1987)
 AW2370
 AW2370'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2370'RECOVERED IN GOOD CONDITION.
 AW2370
 AW2370                          STATION RECOVERY (1989)
 AW2370
 AW2370'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2370'RECOVERED IN GOOD CONDITION.
 AW2370
 AW2370                          STATION RECOVERY (1993)
 AW2370
 AW2370'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2370'MARK NOT FOUND.
 AW2370
 AW2370                          STATION RECOVERY (2004)
 AW2370
 AW2370'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2370'MARK NOT FOUND.
 AW2370
 AW2370                          STATION RECOVERY (2005)
 AW2370
 AW2370'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2370'CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0269 ***********************************************************************
 AW0269  DESIGNATION -  J 1215
 AW0269  PID         -  AW0269
 AW0269  STATE/COUNTY-  TX/HARRIS
 AW0269  USGS QUAD   -  ADDICKS (1995)
 AW0269
 AW0269                         *CURRENT SURVEY CONTROL
 AW0269  ___________________________________________________________________
 AW0269* NAD 83(1986)-  29 47 09.     (N)    095 41 11.     (W)     SCALED    
 AW0269* NAVD 88     -        31.579  (meters)     103.61   (feet)  ADJUSTED  
 AW0269  ___________________________________________________________________
 AW0269  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW0269  DYNAMIC HT  -          31.536 (meters)     103.46  (feet)  COMP
 AW0269  MODELED GRAV-     979,277.9   (mgal)                       NAVD 88
 AW0269  OBS GRAVITY -     979,279.4   (mgal)                       GRAV_OBS
 AW0269
 AW0269  VERT ORDER  -  FIRST     CLASS I
 AW0269
 AW0269.The horizontal coordinates were scaled from a topographic map and have
 AW0269.an estimated accuracy of +/- 6 seconds.
 AW0269
 AW0269.The orthometric height was determined by differential leveling
 AW0269.and adjusted by the National Geodetic Survey in June 1991..
 AW0269
 AW0269.The geoid height was determined by GEOID03.
 AW0269
 AW0269.The dynamic height is computed by dividing the NAVD 88
 AW0269.geopotential number by the normal gravity value computed on the
 AW0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0269.degrees latitude (g = 980.6199 gals.).
 AW0269
 AW0269.The modeled gravity was interpolated from observed gravity values.
 AW0269.The observed gravity was obtained from relative gravimeter ties
 AW0269.to the IGSN71 gravity network.
 AW0269
 AW0269;                    North         East    Units  Estimated Accuracy
 AW0269;SPC TXSC     - 4,220,930.      920,330.      MT  (+/- 180 meters Scaled)
 AW0269
 AW0269                          SUPERSEDED SURVEY CONTROL
 AW0269
 AW0269  NGVD 29 (12/23/87)   31.571  (m)          103.58   (f) ADJUSTED    1 1
 AW0269
 AW0269.Superseded values are not recommended for survey control.
 AW0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0269.See file dsdata.txt to determine how the superseded data were derived.
 AW0269
 AW0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN403980(NAD 83)
 AW0269_MARKER: DB = BENCH MARK DISK
 AW0269_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0269_SP_SET: COPPER-CLAD STEEL ROD
 AW0269_STAMPING: J 1215 1973
 AW0269_MARK LOGO: NGS   
 AW0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0269
 AW0269  HISTORY     - Date     Condition        Report By
 AW0269  HISTORY     - 1973     MONUMENTED       NGS
 AW0269  HISTORY     - 1976     GOOD             NGS
 AW0269  HISTORY     - 1976     GOOD             NGS
 AW0269  HISTORY     - 1978     GOOD             NGS
 AW0269  HISTORY     - 1986     GOOD             NGS
 AW0269  HISTORY     - 19950905 GOOD             USPSQD
 AW0269
 AW0269                          STATION DESCRIPTION
 AW0269
 AW0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0269'2.45 MI W FROM ADDICKS.
 AW0269'ABOUT 2.45 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0269'THE RAILROAD OVERPASS OVER STATE HWY. 6, ABOUT 0.15 MILE EAST OF THE
 AW0269'BARKER-CYPRESS ROAD OVERPASS, 53 FEET NORTH OF THE CENTER LINE OF THE
 AW0269'ACCESS ROAD, 38.8 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1.7
 AW0269'FEET WEST OF POWER POLE 5763, 1.2 FEET EAST OF A METAL WITNESS POST,
 AW0269'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND IS A DISK SET ON
 AW0269'TOP OF A 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH
 AW0269'STEEL PIPE WHICH PROJECTS 0.3 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF
 AW0269'48 FEET.
 AW0269
 AW0269                          STATION RECOVERY (1976)
 AW0269
 AW0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0269'RECOVERED IN GOOD CONDITION.
 AW0269
 AW0269                          STATION RECOVERY (1976)
 AW0269
 AW0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0269'RECOVERED IN GOOD CONDITION.
 AW0269
 AW0269                          STATION RECOVERY (1978)
 AW0269
 AW0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0269'RECOVERED IN GOOD CONDITION.
 AW0269
 AW0269                          STATION RECOVERY (1986)
 AW0269
 AW0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0269'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.6 M
 AW0269'(2.0 FT) WEST OF UTILITY POLE NUMBER T 123.  DELETE--1.7 FEET WEST OF
 AW0269'POWER POLE 5763.
 AW0269
 AW0269                          STATION RECOVERY (1995)
 AW0269
 AW0269'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1584 ***********************************************************************
 BL1584  DESIGNATION -  J 1216
 BL1584  PID         -  BL1584
 BL1584  STATE/COUNTY-  TX/HARRIS
 BL1584  USGS QUAD   -  HOCKLEY (1980)
 BL1584
 BL1584                         *CURRENT SURVEY CONTROL
 BL1584  ___________________________________________________________________
 BL1584* NAD 83(1986)-  30 04 00.     (N)    095 47 28.     (W)     SCALED    
 BL1584* NAVD 88     -        67.773  (meters)     222.35   (feet)  ADJUSTED  
 BL1584  ___________________________________________________________________
 BL1584  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL1584  DYNAMIC HT  -          67.681 (meters)     222.05  (feet)  COMP
 BL1584  MODELED GRAV-     979,286.4   (mgal)                       NAVD 88
 BL1584
 BL1584  VERT ORDER  -  FIRST     CLASS II
 BL1584
 BL1584.The horizontal coordinates were scaled from a topographic map and have
 BL1584.an estimated accuracy of +/- 6 seconds.
 BL1584
 BL1584.The orthometric height was determined by differential leveling
 BL1584.and adjusted by the National Geodetic Survey in June 1991..
 BL1584
 BL1584.The geoid height was determined by GEOID03.
 BL1584
 BL1584.The dynamic height is computed by dividing the NAVD 88
 BL1584.geopotential number by the normal gravity value computed on the
 BL1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1584.degrees latitude (g = 980.6199 gals.).
 BL1584
 BL1584.The modeled gravity was interpolated from observed gravity values.
 BL1584
 BL1584;                    North         East    Units  Estimated Accuracy
 BL1584;SPC TXSC     - 4,251,760.      909,350.      MT  (+/- 180 meters Scaled)
 BL1584
 BL1584                          SUPERSEDED SURVEY CONTROL
 BL1584
 BL1584  NGVD 29 (12/23/87)   67.766  (m)          222.33   (f) ADJUSTED    1 2
 BL1584
 BL1584.Superseded values are not recommended for survey control.
 BL1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1584.See file dsdata.txt to determine how the superseded data were derived.
 BL1584
 BL1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP309294(NAD 83)
 BL1584_MARKER: DB = BENCH MARK DISK
 BL1584_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL1584+WITH SETTING: INFORMATION.
 BL1584_SP_SET: SHALLOW-SET METAL ROD
 BL1584_STAMPING: J 1216 1973
 BL1584_MARK LOGO: NGS   
 BL1584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1584
 BL1584  HISTORY     - Date     Condition        Report By
 BL1584  HISTORY     - 1973     MONUMENTED       NGS
 BL1584  HISTORY     - 1978     GOOD             NGS
 BL1584  HISTORY     - 1986     GOOD             NGS
 BL1584  HISTORY     - 19940326 GOOD             USPSQD
 BL1584
 BL1584                          STATION DESCRIPTION
 BL1584
 BL1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1584'6.15 MI NE FROM HOCKLEY.
 BL1584'ABOUT 3 MILES NORTH ALONG HEGAR RD. FROM THE JUNCTION OF US HIGHWAY
 BL1584'290 AND HEGAR RD., THENCE 3.15 MILES EAST ALONG WALLER-TOMBALL RD.,
 BL1584'ABOUT 0.05 MILE EAST OF A PIPELINE CROSSING, 50.6 FEET SOUTH OF THE
 BL1584'CENTER LINE OF THE ROAD, 32.4 FEET WEST OF A POWER POLE, 2.2 FEET EAST
 BL1584'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST, 0.9 FOOT NORTH OF A
 BL1584'FENCE, 0.9 FOOT WEST OF A METAL WITNESS POST, 1/2 -FOOT BELOW THE
 BL1584'LEVEL OF THE ROAD, AND IS A DISK SET ON TOP OF A 4-FOOT LENGTH OF
 BL1584'5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE
 BL1584'WHICH PROJECTS 0.2 FOOT.
 BL1584
 BL1584                          STATION RECOVERY (1978)
 BL1584
 BL1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1584'RECOVERED IN GOOD CONDITION.
 BL1584
 BL1584                          STATION RECOVERY (1986)
 BL1584
 BL1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1584'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1584'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1584
 BL1584                          STATION RECOVERY (1994)
 BL1584
 BL1584'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0848 ***********************************************************************
 AW0848  DESIGNATION -  J 1217
 AW0848  PID         -  AW0848
 AW0848  STATE/COUNTY-  TX/HARRIS
 AW0848  USGS QUAD   -  CROSBY (1982)
 AW0848
 AW0848                         *CURRENT SURVEY CONTROL
 AW0848  ___________________________________________________________________
 AW0848* NAD 83(1986)-  29 56 33.     (N)    095 04 31.     (W)     SCALED    
 AW0848* NAVD 88     -        15.696  (meters)      51.50   (feet)  ADJUSTED  
 AW0848  ___________________________________________________________________
 AW0848  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW0848  DYNAMIC HT  -          15.675 (meters)      51.43  (feet)  COMP
 AW0848  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 AW0848  OBS GRAVITY -     979,303.1   (mgal)                       GRAV_OBS
 AW0848
 AW0848  VERT ORDER  -  FIRST     CLASS II
 AW0848
 AW0848.The horizontal coordinates were scaled from a topographic map and have
 AW0848.an estimated accuracy of +/- 6 seconds.
 AW0848
 AW0848.The orthometric height was determined by differential leveling
 AW0848.and adjusted by the National Geodetic Survey in June 1991..
 AW0848
 AW0848.The geoid height was determined by GEOID03.
 AW0848
 AW0848.The dynamic height is computed by dividing the NAVD 88
 AW0848.geopotential number by the normal gravity value computed on the
 AW0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0848.degrees latitude (g = 980.6199 gals.).
 AW0848
 AW0848.The modeled gravity was interpolated from observed gravity values.
 AW0848.The observed gravity was obtained from relative gravimeter ties
 AW0848.to the IGSN71 gravity network.
 AW0848
 AW0848;                    North         East    Units  Estimated Accuracy
 AW0848;SPC TXSC     - 4,240,110.      978,800.      MT  (+/- 180 meters Scaled)
 AW0848
 AW0848                          SUPERSEDED SURVEY CONTROL
 AW0848
 AW0848  NGVD 29 (12/23/87)   15.695  (m)           51.49   (f) ADJUSTED    1 2
 AW0848
 AW0848.Superseded values are not recommended for survey control.
 AW0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0848.See file dsdata.txt to determine how the superseded data were derived.
 AW0848
 AW0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP997142(NAD 83)
 AW0848_MARKER: DB = BENCH MARK DISK
 AW0848_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0848+WITH SETTING: INTO GROUND
 AW0848_SP_SET: METAL ROD WITH BASE PLATE
 AW0848_STAMPING: J 1217 1973
 AW0848_MARK LOGO: NGS   
 AW0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0848+STABILITY: SURFACE MOTION
 AW0848
 AW0848  HISTORY     - Date     Condition        Report By
 AW0848  HISTORY     - 1973     MONUMENTED       NGS
 AW0848  HISTORY     - 1978     GOOD             NGS
 AW0848  HISTORY     - 1978     GOOD             DOD
 AW0848  HISTORY     - 1983     GOOD             NGS
 AW0848  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0848  HISTORY     - 1987     GOOD             NGS
 AW0848  HISTORY     - 19940111 GOOD             USPSQD
 AW0848
 AW0848                          STATION DESCRIPTION
 AW0848
 AW0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0848'2.35 MI N FROM CROSBY.
 AW0848'ABOUT 2.35 MILES NORTH ALONG FM 2100 FROM THE CROSSING OF THE SOUTHERN
 AW0848'PACIFIC RAILROAD AND F.M HIGHWAY AT CROSBY, 49 FEET WEST OF THE CENTER
 AW0848'LINE OF FM 2100, 2 FEET SOUTH OF A POWER POLE, 188 FEET SOUTHWEST OF
 AW0848'THE JUNCTION OF FM 2100 AND A GRAVELED ROAD LEADING TO THE EAST, 1 1/2
 AW0848'FEET EAST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST ABOUT 4
 AW0848'FEET BELOW THE LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER
 AW0848'COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL
 AW0848'WITH THE SURFACE OF THE GROUND AND ENCASED IN A 6 IN. METAL PIPE WHICH
 AW0848'PROJECTS 2 INCHES.
 AW0848
 AW0848                          STATION RECOVERY (1978)
 AW0848
 AW0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0848'RECOVERED IN GOOD CONDITION.
 AW0848
 AW0848                          STATION RECOVERY (1978)
 AW0848
 AW0848'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0848'RECOVERED IN GOOD CONDITION.
 AW0848
 AW0848                          STATION RECOVERY (1983)
 AW0848
 AW0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0848'RECOVERED IN GOOD CONDITION.
 AW0848
 AW0848                          STATION RECOVERY (1987)
 AW0848
 AW0848'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAG)
 AW0848'MARK NOT FOUND.
 AW0848
 AW0848                          STATION RECOVERY (1987)
 AW0848
 AW0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0848'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  NOTE--THE
 AW0848'GRAVEL ROAD MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW HARE COOK
 AW0848'ROAD.
 AW0848
 AW0848                          STATION RECOVERY (1994)
 AW0848
 AW0848'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0891 ***********************************************************************
 AW0891  DESIGNATION -  J 1218
 AW0891  PID         -  AW0891
 AW0891  STATE/COUNTY-  TX/HARRIS
 AW0891  USGS QUAD   -  PARK PLACE (1995)
 AW0891
 AW0891                         *CURRENT SURVEY CONTROL
 AW0891  ___________________________________________________________________
 AW0891* NAD 83(1986)-  29 43 44.     (N)    095 15 27.     (W)     SCALED    
 AW0891* NAVD 88     -         2.271  (meters)       7.45   (feet)  ADJUSTED  
 AW0891  ___________________________________________________________________
 AW0891  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0891  DYNAMIC HT  -           2.268 (meters)       7.44  (feet)  COMP
 AW0891  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 AW0891  OBS GRAVITY -     979,289.4   (mgal)                       GRAV_OBS
 AW0891
 AW0891  VERT ORDER  -  FIRST     CLASS II
 AW0891
 AW0891.The horizontal coordinates were scaled from a topographic map and have
 AW0891.an estimated accuracy of +/- 6 seconds.
 AW0891
 AW0891.The orthometric height was determined by differential leveling
 AW0891.and adjusted by the National Geodetic Survey in June 1991..
 AW0891
 AW0891.The geoid height was determined by GEOID03.
 AW0891
 AW0891.The dynamic height is computed by dividing the NAVD 88
 AW0891.geopotential number by the normal gravity value computed on the
 AW0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0891.degrees latitude (g = 980.6199 gals.).
 AW0891
 AW0891.The modeled gravity was interpolated from observed gravity values.
 AW0891.The observed gravity was obtained from relative gravimeter ties
 AW0891.to the IGSN71 gravity network.
 AW0891
 AW0891;                    North         East    Units  Estimated Accuracy
 AW0891;SPC TXSC     - 4,215,870.      961,980.      MT  (+/- 180 meters Scaled)
 AW0891
 AW0891                          SUPERSEDED SURVEY CONTROL
 AW0891
 AW0891  NGVD 29 (12/23/87)    2.268  (m)            7.44   (f) ADJUSTED    1 2
 AW0891
 AW0891.Superseded values are not recommended for survey control.
 AW0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0891.See file dsdata.txt to determine how the superseded data were derived.
 AW0891
 AW0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN816908(NAD 83)
 AW0891_MARKER: DB = BENCH MARK DISK
 AW0891_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0891_SP_SET: BULKHEAD
 AW0891_STAMPING: J 1218 1973
 AW0891_MARK LOGO: NGS   
 AW0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0891+STABILITY: SURFACE MOTION
 AW0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0891+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 AW0891
 AW0891  HISTORY     - Date     Condition        Report By
 AW0891  HISTORY     - 1973     MONUMENTED       NGS
 AW0891  HISTORY     - 1978     GOOD             NGS
 AW0891  HISTORY     - 1986     GOOD             NGS
 AW0891  HISTORY     - 1987     GOOD             USPSQD
 AW0891  HISTORY     - 1987     GOOD             USPSQD
 AW0891  HISTORY     - 1988     GOOD             USPSQD
 AW0891  HISTORY     - 1988     GOOD             USPSQD
 AW0891  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW0891  HISTORY     - 19960615 GOOD             USPSQD
 AW0891  HISTORY     - 20031120 GOOD             INDIV
 AW0891
 AW0891                          STATION DESCRIPTION
 AW0891
 AW0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0891'1.15 MI W FROM GALENA PARK.
 AW0891'ABOUT 0.95 MILE WEST ALONG CLINTON DR. FROM THE CITY HALL, THENCE 0.2
 AW0891'MILE SOUTH ALONG A PRIVATE ROAD TO THE COAST GUARD STATION (AT THE
 AW0891'SITE OF THE OLD DICKINSON GUN PLANT), ABOUT 300 FEET SOUTH OF THE
 AW0891'ADMINISTRATION BUILDING, 45 1/2 FEET EAST OF THE EAST WALL OF THE
 AW0891'MAINTENANCE SHOP ON THE NORTH BANK OF THE SHIP CHANNEL, 24 FEET EAST
 AW0891'OF THE EAST RAIL OF A BOAT HOIST, SET IN THE TOP OF THE SOUTHEAST
 AW0891'CORNER OF A CONCRETE BULKHEAD.
 AW0891
 AW0891                          STATION RECOVERY (1978)
 AW0891
 AW0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0891'RECOVERED IN GOOD CONDITION.
 AW0891
 AW0891                          STATION RECOVERY (1986)
 AW0891
 AW0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0891'RECOVERED IN GOOD CONDITION.
 AW0891
 AW0891                          STATION RECOVERY (1987)
 AW0891
 AW0891'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0891'RECOVERED IN GOOD CONDITION.
 AW0891
 AW0891                          STATION RECOVERY (1987)
 AW0891
 AW0891'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 AW0891'RECOVERED IN GOOD CONDITION.
 AW0891
 AW0891                          STATION RECOVERY (1988)
 AW0891
 AW0891'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0891'RECOVERED IN GOOD CONDITION.
 AW0891
 AW0891                          STATION RECOVERY (1988)
 AW0891
 AW0891'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW0891'RECOVERED IN GOOD CONDITION.
 AW0891
 AW0891                          STATION RECOVERY (1995)
 AW0891
 AW0891'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0891'MARK NOT FOUND.
 AW0891
 AW0891                          STATION RECOVERY (1996)
 AW0891
 AW0891'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0891'RECOVERED IN GOOD CONDITION.
 AW0891
 AW0891                          STATION RECOVERY (2003)
 AW0891
 AW0891'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MRO)
 AW0891'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4199 ***********************************************************************
 AW4199  DESIGNATION -  J 1219
 AW4199  PID         -  AW4199
 AW4199  STATE/COUNTY-  TX/FORT BEND
 AW4199  USGS QUAD   -  NEEDVILLE (1980)
 AW4199
 AW4199                         *CURRENT SURVEY CONTROL
 AW4199  ___________________________________________________________________
 AW4199* NAD 83(1986)-  29 29 32.     (N)    095 48 27.     (W)     SCALED    
 AW4199* NAVD 88     -        25.820  (meters)      84.71   (feet)  ADJUSTED  
 AW4199  ___________________________________________________________________
 AW4199  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW4199  DYNAMIC HT  -          25.784 (meters)      84.59  (feet)  COMP
 AW4199  MODELED GRAV-     979,260.1   (mgal)                       NAVD 88
 AW4199
 AW4199  VERT ORDER  -  FIRST     CLASS II
 AW4199
 AW4199.The horizontal coordinates were scaled from a topographic map and have
 AW4199.an estimated accuracy of +/- 6 seconds.
 AW4199
 AW4199.The orthometric height was determined by differential leveling
 AW4199.and adjusted by the National Geodetic Survey in June 1991..
 AW4199
 AW4199.The geoid height was determined by GEOID03.
 AW4199
 AW4199.The dynamic height is computed by dividing the NAVD 88
 AW4199.geopotential number by the normal gravity value computed on the
 AW4199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4199.degrees latitude (g = 980.6199 gals.).
 AW4199
 AW4199.The modeled gravity was interpolated from observed gravity values.
 AW4199
 AW4199;                    North         East    Units  Estimated Accuracy
 AW4199;SPC TXSC     - 4,188,070.      909,510.      MT  (+/- 180 meters Scaled)
 AW4199
 AW4199                          SUPERSEDED SURVEY CONTROL
 AW4199
 AW4199  NGVD 29 (12/23/87)   25.817  (m)           84.70   (f) ADJUSTED    1 2
 AW4199
 AW4199.Superseded values are not recommended for survey control.
 AW4199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4199.See file dsdata.txt to determine how the superseded data were derived.
 AW4199
 AW4199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN277658(NAD 83)
 AW4199_MARKER: DB = BENCH MARK DISK
 AW4199_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4199_SP_SET: CULVERT HEADWALL
 AW4199_STAMPING: J 1219 1973
 AW4199_MARK LOGO: NGS   
 AW4199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4199+STABILITY: SURFACE MOTION
 AW4199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4199+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2003
 AW4199
 AW4199  HISTORY     - Date     Condition        Report By
 AW4199  HISTORY     - 1973     MONUMENTED       NGS
 AW4199  HISTORY     - 1986     GOOD             NGS
 AW4199  HISTORY     - 1987     GOOD             USPSQD
 AW4199  HISTORY     - 1988     GOOD             USPSQD
 AW4199  HISTORY     - 1988     GOOD             USPSQD
 AW4199  HISTORY     - 1989     GOOD             USPSQD
 AW4199  HISTORY     - 19950108 GOOD             USPSQD
 AW4199  HISTORY     - 20031106 GOOD             LJA
 AW4199
 AW4199                          STATION DESCRIPTION
 AW4199
 AW4199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4199'4.45 MI S FROM ROSENBERG.
 AW4199'4.45 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE FIRST BAPTIST CHURCH
 AW4199'AT ROSENBERG, 0.25 MILE NORTH OF THE JUNCTION OF FARM ROAD 2218 AT
 AW4199'PLEAK, AT THE JUNCTION OF USTINIK ROAD NORTHWEST, IN THE TOP AND 1.8
 AW4199'FEET SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 AW4199'7-CHANNEL CONCRETE BOX CULVERTS, 24 FEET WEST OF THE CENTER LINE OF
 AW4199'THE HIGHWAY, 76 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND
 AW4199'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 AW4199
 AW4199                          STATION RECOVERY (1986)
 AW4199
 AW4199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4199'RECOVERED IN GOOD CONDITION.
 AW4199
 AW4199                          STATION RECOVERY (1987)
 AW4199
 AW4199'RECOVERY NOTE BY US POWER SQUADRON 1987 (PRH)
 AW4199'RECOVERED IN GOOD CONDITION.
 AW4199
 AW4199                          STATION RECOVERY (1988)
 AW4199
 AW4199'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4199'RECOVERED IN GOOD CONDITION.
 AW4199
 AW4199                          STATION RECOVERY (1988)
 AW4199
 AW4199'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4199'RECOVERED IN GOOD CONDITION.
 AW4199
 AW4199                          STATION RECOVERY (1989)
 AW4199
 AW4199'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4199'RECOVERED IN GOOD CONDITION.
 AW4199
 AW4199                          STATION RECOVERY (1995)
 AW4199
 AW4199'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4199'RECOVERED IN GOOD CONDITION.
 AW4199
 AW4199                          STATION RECOVERY (2003)
 AW4199
 AW4199'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 AW4199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1613 ***********************************************************************
 AX1613  DESIGNATION -  J 122
 AX1613  PID         -  AX1613
 AX1613  STATE/COUNTY-  TX/LAVACA
 AX1613  USGS QUAD   -  YOAKUM (1987)
 AX1613
 AX1613                         *CURRENT SURVEY CONTROL
 AX1613  ___________________________________________________________________
 AX1613* NAD 83(1986)-  29 17 44.     (N)    097 08 53.     (W)     SCALED    
 AX1613* NAVD 88     -       101.03   (+/-2cm)     331.5    (feet)  VERTCON   
 AX1613  ___________________________________________________________________
 AX1613  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX1613
 AX1613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1613
 AX1613.The horizontal coordinates were scaled from a topographic map and have
 AX1613.an estimated accuracy of +/- 6 seconds.
 AX1613
 AX1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1613.The vertical order pertains to the NGVD 29 superseded value.
 AX1613
 AX1613.The geoid height was determined by GEOID03.
 AX1613
 AX1613;                    North         East    Units  Estimated Accuracy
 AX1613;SPC TXSC     - 4,163,480.      779,900.      MT  (+/- 180 meters Scaled)
 AX1613
 AX1613                          SUPERSEDED SURVEY CONTROL
 AX1613
 AX1613  NGVD 29 (??/??/92)  101.020  (m)          331.43   (f) ADJ UNCH    2 0
 AX1613
 AX1613.Superseded values are not recommended for survey control.
 AX1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1613.See file dsdata.txt to determine how the superseded data were derived.
 AX1613
 AX1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT798421(NAD 83)
 AX1613_MARKER: DB = BENCH MARK DISK
 AX1613_SETTING: 0 = UNSPECIFIED SETTING
 AX1613_STAMPING: J 122 1933 331.568
 AX1613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1613
 AX1613  HISTORY     - Date     Condition        Report By
 AX1613  HISTORY     - 1933     MONUMENTED       CGS
 AX1613  HISTORY     - 1943     GOOD             NGS
 AX1613  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX1613
 AX1613                          STATION DESCRIPTION
 AX1613
 AX1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1613'IN YOAKUM.
 AX1613'BENCH MARK IS SET VERTICALLY IN THE WEST FACE OF THE ABANDONED TEXAS
 AX1613'AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD STATION AT YOAKUM.  IT IS
 AX1613'ABOUT 105.0 FEET NORTH OF THE SOUTHWEST CORNER, 4.0 FEET SOUTH OF THE
 AX1613'CENTERLINE OF THE WHITE ENTRANCE, AND 5.0 FEET ABOVE THE GROUND.  A
 AX1613'DISK SET IN A DRILL HOLE.
 AX1613
 AX1613                          STATION RECOVERY (1961)
 AX1613
 AX1613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4137 ***********************************************************************
 AW4137  DESIGNATION -  J 1220
 AW4137  PID         -  AW4137
 AW4137  STATE/COUNTY-  TX/BRAZORIA
 AW4137  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4137
 AW4137                         *CURRENT SURVEY CONTROL
 AW4137  ___________________________________________________________________
 AW4137* NAD 83(1986)-  29 08 33.     (N)    095 39 21.     (W)     SCALED    
 AW4137* NAVD 88     -        10.50   (+/-2cm)      34.4    (feet)  VERTCON   
 AW4137  ___________________________________________________________________
 AW4137  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW4137
 AW4137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4137
 AW4137.The horizontal coordinates were scaled from a topographic map and have
 AW4137.an estimated accuracy of +/- 6 seconds.
 AW4137
 AW4137.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4137.The vertical order pertains to the NGVD 29 superseded value.
 AW4137
 AW4137.The geoid height was determined by GEOID03.
 AW4137
 AW4137;                    North         East    Units  Estimated Accuracy
 AW4137;SPC TXSC     - 4,149,740.      925,320.      MT  (+/- 180 meters Scaled)
 AW4137
 AW4137                          SUPERSEDED SURVEY CONTROL
 AW4137
 AW4137  NGVD 29 (??/??/92)   10.517  (m)           34.50   (f) ADJ UNCH    2 0
 AW4137
 AW4137.Superseded values are not recommended for survey control.
 AW4137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4137.See file dsdata.txt to determine how the superseded data were derived.
 AW4137
 AW4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN416266(NAD 83)
 AW4137_MARKER: DB = BENCH MARK DISK
 AW4137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4137_SP_SET: CULVERT
 AW4137_STAMPING: J 1220 1973
 AW4137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4137
 AW4137  HISTORY     - Date     Condition        Report By
 AW4137  HISTORY     - 1973     MONUMENTED       NGS
 AW4137  HISTORY     - 1987     GOOD             USPSQD
 AW4137  HISTORY     - 1987     GOOD             USPSQD
 AW4137  HISTORY     - 1988     GOOD             USPSQD
 AW4137  HISTORY     - 1989     GOOD             USPSQD
 AW4137  HISTORY     - 19940416 GOOD             USPSQD
 AW4137
 AW4137                          STATION DESCRIPTION
 AW4137
 AW4137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4137'IN WEST COLUMBIA.
 AW4137'AT WEST COLUMBIA, 0.35 MILE NORTHWEST ALONG STATE HIGHWAY 36 FROM THE
 AW4137'JUNCTION OF STATE HIGHWAY 35, 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY
 AW4137'36 FROM THE JUNCTION OF FARM ROAD 1301, 0.1 MILE NORTHWEST OF THE
 AW4137'JUNCTION OF JACKSON STREET, 17 FEET SOUTHWEST OF THE CENTER LINE OF
 AW4137'THE SOUTHWEST LANES OF THE HIGHWAY, IN THE TOP AND 0.9 FOOT SOUTHEAST
 AW4137'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A DOUBLE
 AW4137'BOX CULVERT, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY TO
 AW4137'414 COLUMBIA DRIVE, AND ABOUT 0.5 FOOT LOWER THAN THE HIGHWAY.
 AW4137
 AW4137                          STATION RECOVERY (1987)
 AW4137
 AW4137'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4137'RECOVERED IN GOOD CONDITION.
 AW4137
 AW4137                          STATION RECOVERY (1987)
 AW4137
 AW4137'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4137'RECOVERED IN GOOD CONDITION.
 AW4137
 AW4137                          STATION RECOVERY (1988)
 AW4137
 AW4137'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4137'RECOVERED IN GOOD CONDITION.
 AW4137
 AW4137                          STATION RECOVERY (1989)
 AW4137
 AW4137'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4137'RECOVERED IN GOOD CONDITION.
 AW4137
 AW4137                          STATION RECOVERY (1994)
 AW4137
 AW4137'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1756 ***********************************************************************
 AW1756  DESIGNATION -  J 1221
 AW1756  PID         -  AW1756
 AW1756  STATE/COUNTY-  TX/HARRIS
 AW1756  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW1756
 AW1756                         *CURRENT SURVEY CONTROL
 AW1756  ___________________________________________________________________
 AW1756* NAD 83(1986)-  29 49 11.     (N)    095 26 14.     (W)     SCALED    
 AW1756* NAVD 88     -        21.537  (meters)      70.66   (feet)  ADJUSTED  
 AW1756  ___________________________________________________________________
 AW1756  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW1756  DYNAMIC HT  -          21.508 (meters)      70.56  (feet)  COMP
 AW1756  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 AW1756  OBS GRAVITY -     979,286.8   (mgal)                       GRAV_OBS
 AW1756
 AW1756  VERT ORDER  -  FIRST     CLASS II
 AW1756
 AW1756.The horizontal coordinates were scaled from a topographic map and have
 AW1756.an estimated accuracy of +/- 6 seconds.
 AW1756
 AW1756.The orthometric height was determined by differential leveling
 AW1756.and adjusted by the National Geodetic Survey in June 1991..
 AW1756
 AW1756.The geoid height was determined by GEOID03.
 AW1756
 AW1756.The dynamic height is computed by dividing the NAVD 88
 AW1756.geopotential number by the normal gravity value computed on the
 AW1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1756.degrees latitude (g = 980.6199 gals.).
 AW1756
 AW1756.The modeled gravity was interpolated from observed gravity values.
 AW1756.The observed gravity was obtained from relative gravimeter ties
 AW1756.to the IGSN71 gravity network.
 AW1756
 AW1756;                    North         East    Units  Estimated Accuracy
 AW1756;SPC TXSC     - 4,225,390.      944,290.      MT  (+/- 180 meters Scaled)
 AW1756
 AW1756                          SUPERSEDED SURVEY CONTROL
 AW1756
 AW1756  NGVD 29 (12/23/87)   21.532  (m)           70.64   (f) ADJUSTED    1 2
 AW1756
 AW1756.Superseded values are not recommended for survey control.
 AW1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1756.See file dsdata.txt to determine how the superseded data were derived.
 AW1756
 AW1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP644013(NAD 83)
 AW1756_MARKER: DB = BENCH MARK DISK
 AW1756_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1756_SP_SET: COPPER-CLAD STEEL ROD
 AW1756_STAMPING: J 1221 1973
 AW1756_MARK LOGO: NGS   
 AW1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1756
 AW1756  HISTORY     - Date     Condition        Report By
 AW1756  HISTORY     - 1973     MONUMENTED       NGS
 AW1756  HISTORY     - 1978     GOOD             NGS
 AW1756  HISTORY     - 1986     GOOD             NGS
 AW1756  HISTORY     - 19870601 MARK NOT FOUND   USPSQD
 AW1756  HISTORY     - 1989     GOOD             USPSQD
 AW1756  HISTORY     - 1990     GOOD             USPSQD
 AW1756  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW1756
 AW1756                          STATION DESCRIPTION
 AW1756
 AW1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1756'4.25 MI NW FROM HOUSTON.
 AW1756'ABOUT 2.65 MILES NORTH ALONG NORTH SHEPHERD DR. FROM THE CROSSING OF
 AW1756'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 1.6 MILES WEST ALONG THE
 AW1756'BURLINGTON-ROCK ISLAND RAILROAD, ABOUT 2 1/2 POLES WEST OF THE
 AW1756'CROSSING OF OAK FOREST DR., 46 1/2 FEET SOUTH OF THE SOUTH RAIL, 50.4
 AW1756'FEET NORTH OF THE NORTHEAST CORNER OF THE BRICK BUILDING OF INDUSTRIAL
 AW1756'CONTRACTORS, INC., 42.2 FEET WEST OF A TELEPHONE POLE, 1.2 FEET
 AW1756'NORTHWEST OF THE CHAIN LINK FENCE CORNER POST, 1 FOOT NORTH OF THE
 AW1756'CHAIN LINK FENCE, 0.8 FOOT SOUTHWEST OF A METAL WITNESS POST, 2 FEET
 AW1756'BELOW THE LEVEL OF THE RAILS, AND IS A DISK SET ON TOP OF A 5/8-INCH
 AW1756'COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH METAL PIPE FLUSH
 AW1756'WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 AW1756
 AW1756                          STATION RECOVERY (1978)
 AW1756
 AW1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1756'RECOVERED IN GOOD CONDITION.
 AW1756
 AW1756                          STATION RECOVERY (1986)
 AW1756
 AW1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1756'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--93.0 M
 AW1756'(305.1 FT) WEST OF THE CENTERLINE OF OAK FOREST DRIVE.
 AW1756
 AW1756                          STATION RECOVERY (1987)
 AW1756
 AW1756'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1756'MARK NOT FOUND.
 AW1756
 AW1756                          STATION RECOVERY (1989)
 AW1756
 AW1756'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW1756'RECOVERED IN GOOD CONDITION.
 AW1756
 AW1756                          STATION RECOVERY (1990)
 AW1756
 AW1756'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW1756'RECOVERED IN GOOD CONDITION.
 AW1756
 AW1756                          STATION RECOVERY (2004)
 AW1756
 AW1756'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0052 ***********************************************************************
 AX0052  DESIGNATION -  J 1223
 AX0052  PID         -  AX0052
 AX0052  STATE/COUNTY-  TX/AUSTIN
 AX0052  USGS QUAD   -  NEW ULM (1981)
 AX0052
 AX0052                         *CURRENT SURVEY CONTROL
 AX0052  ___________________________________________________________________
 AX0052* NAD 83(1986)-  29 53 24.     (N)    096 29 30.     (W)     SCALED    
 AX0052* NAVD 88     -       120.942  (meters)     396.79   (feet)  ADJUSTED  
 AX0052  ___________________________________________________________________
 AX0052  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX0052  DYNAMIC HT  -         120.776 (meters)     396.25  (feet)  COMP
 AX0052  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 AX0052  OBS GRAVITY -     979,264.7   (mgal)                       GRAV_OBS
 AX0052
 AX0052  VERT ORDER  -  FIRST     CLASS I
 AX0052
 AX0052.The horizontal coordinates were scaled from a topographic map and have
 AX0052.an estimated accuracy of +/- 6 seconds.
 AX0052
 AX0052.The orthometric height was determined by differential leveling
 AX0052.and adjusted by the National Geodetic Survey in June 1991..
 AX0052
 AX0052.The geoid height was determined by GEOID03.
 AX0052
 AX0052.The dynamic height is computed by dividing the NAVD 88
 AX0052.geopotential number by the normal gravity value computed on the
 AX0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0052.degrees latitude (g = 980.6199 gals.).
 AX0052
 AX0052.The modeled gravity was interpolated from observed gravity values.
 AX0052.The observed gravity was obtained from relative gravimeter ties
 AX0052.to the IGSN71 gravity network.
 AX0052
 AX0052;                    North         East    Units  Estimated Accuracy
 AX0052;SPC TXSC     - 4,230,530.      842,250.      MT  (+/- 180 meters Scaled)
 AX0052
 AX0052                          SUPERSEDED SURVEY CONTROL
 AX0052
 AX0052  NGVD 29 (12/23/87)  120.908  (m)          396.68   (f) ADJUSTED    1 1
 AX0052
 AX0052.Superseded values are not recommended for survey control.
 AX0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0052.See file dsdata.txt to determine how the superseded data were derived.
 AX0052
 AX0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU422092(NAD 83)
 AX0052_MARKER: DB = BENCH MARK DISK
 AX0052_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0052_SP_SET: COPPER-CLAD STEEL ROD
 AX0052_STAMPING: J 1223 1973
 AX0052_MARK LOGO: NGS   
 AX0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0052
 AX0052  HISTORY     - Date     Condition        Report By
 AX0052  HISTORY     - 1973     MONUMENTED       NGS
 AX0052  HISTORY     - 1976     GOOD             NGS
 AX0052  HISTORY     - 1976     GOOD             NGS
 AX0052  HISTORY     - 1978     GOOD             NGS
 AX0052  HISTORY     - 1986     GOOD             NGS
 AX0052  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0052
 AX0052                          STATION DESCRIPTION
 AX0052
 AX0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0052'IN NEW ULM.
 AX0052'AT NEW ULM, AT THE CROSSING OF FARM ROAD 109, 89.0 FEET NORTH OF THE
 AX0052'NORTH RAIL OF THE MAIN TRACK, 33 1/2 FEET WEST OF THE CENTER LINE OF
 AX0052'THE ROAD, 24 1/2 FEET NORTHEAST OF A FENCE CORNER, 3 1/2 FEET EAST OF
 AX0052'A POWER POLE SUPPORTING A STREET LIGHT, 1.5 FEET SOUTH OF A POWER POLE
 AX0052'SUPPORTING A METER, 8.5 FEET EAST OF A FENCE, 1.6 FEET NORTH OF A
 AX0052'WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN
 AX0052'TO GRADUAL REFUSAL AT A DEPTH OF 16 FEET.  THE UPPER PORTION OF THE
 AX0052'ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 AX0052'GROUND.
 AX0052
 AX0052                          STATION RECOVERY (1976)
 AX0052
 AX0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0052'RECOVERED IN GOOD CONDITION.
 AX0052
 AX0052                          STATION RECOVERY (1976)
 AX0052
 AX0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0052'RECOVERED IN GOOD CONDITION.
 AX0052
 AX0052                          STATION RECOVERY (1978)
 AX0052
 AX0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0052'RECOVERED IN GOOD CONDITION.
 AX0052
 AX0052                          STATION RECOVERY (1986)
 AX0052
 AX0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0052'RECOVERED IN GOOD CONDITION.
 AX0052
 AX0052                          STATION RECOVERY (1999)
 AX0052
 AX0052'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0678 ***********************************************************************
 BM0678  DESIGNATION -  J 1224
 BM0678  PID         -  BM0678
 BM0678  STATE/COUNTY-  TX/TRAVIS
 BM0678  USGS QUAD   -  MONTOPOLIS (1988)
 BM0678
 BM0678                         *CURRENT SURVEY CONTROL
 BM0678  ___________________________________________________________________
 BM0678* NAD 83(1986)-  30 13 42.     (N)    097 40 59.     (W)     SCALED    
 BM0678* NAVD 88     -       140.333  (meters)     460.41   (feet)  ADJUSTED  
 BM0678  ___________________________________________________________________
 BM0678  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BM0678  DYNAMIC HT  -         140.143 (meters)     459.79  (feet)  COMP
 BM0678  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 BM0678
 BM0678  VERT ORDER  -  FIRST     CLASS I
 BM0678
 BM0678.The horizontal coordinates were scaled from a topographic map and have
 BM0678.an estimated accuracy of +/- 6 seconds.
 BM0678
 BM0678.The orthometric height was determined by differential leveling
 BM0678.and adjusted by the National Geodetic Survey in June 1991..
 BM0678
 BM0678.The geoid height was determined by GEOID03.
 BM0678
 BM0678.The dynamic height is computed by dividing the NAVD 88
 BM0678.geopotential number by the normal gravity value computed on the
 BM0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0678.degrees latitude (g = 980.6199 gals.).
 BM0678
 BM0678.The modeled gravity was interpolated from observed gravity values.
 BM0678
 BM0678;                    North         East    Units  Estimated Accuracy
 BM0678;SPC TX C     - 3,065,300.      955,100.      MT  (+/- 180 meters Scaled)
 BM0678
 BM0678                          SUPERSEDED SURVEY CONTROL
 BM0678
 BM0678  NGVD 29 (??/??/92)  140.248  (m)          460.13   (f) ADJ UNCH    1 1
 BM0678
 BM0678.Superseded values are not recommended for survey control.
 BM0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0678.See file dsdata.txt to determine how the superseded data were derived.
 BM0678
 BM0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU267448(NAD 83)
 BM0678_MARKER: DB = BENCH MARK DISK
 BM0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0678_SP_SET: CULVERT
 BM0678_STAMPING: J 1224 1973
 BM0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0678
 BM0678  HISTORY     - Date     Condition        Report By
 BM0678  HISTORY     - 1973     MONUMENTED       NGS
 BM0678  HISTORY     - 1978     GOOD             NGS
 BM0678  HISTORY     - 1990     GOOD             USPSQD
 BM0678  HISTORY     - 19910208 GOOD             USPSQD
 BM0678  HISTORY     - 19951015 GOOD             USPSQD
 BM0678  HISTORY     - 20030308 GOOD             USPSQD
 BM0678  HISTORY     - 20050226 GOOD             USPSQD
 BM0678
 BM0678                          STATION DESCRIPTION
 BM0678
 BM0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0678'1.2 MI S FROM MONTOPOLIS.
 BM0678'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 183 AND STATE HIGHWAY 343
 BM0678'FROM THE SOUTH END OF THE MOST WESTERLY HIGHWAY AND THE BRIDGE OVER
 BM0678'THE COLORADO RIVER AT MONTOPOLIS, 0.45 MILES NORTH OF STATE HIGHWAY 71
 BM0678'OVERPASS OVER U.S. HIGHWAY 183, 23.0 FEET WEST OF THE WEST EDGE OF THE
 BM0678'WEST CONCRETE CURBING OF THE HIGHWAY SET IN TOP AND CENTER OF THE WEST
 BM0678'CONCRETE HEADWALL OF A 45 X 7 FT. CONCRETE CULVERT.  NOTE-- THIS MARK
 BM0678'IS 0.45 MILES NORTH OF THE BENCH MARK S 1221 WHICH IS DESCRIBED FROM
 BM0678'THE PRESIDENTIAL BLVD. UNDERPASS AT DEL VALLE.  THE MARK IS ABOUT 1.0
 BM0678'FEET BELOW THE LEVEL OF THE HIGHWAY.
 BM0678
 BM0678                          STATION RECOVERY (1978)
 BM0678
 BM0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0678'RECOVERED IN GOOD CONDITION.
 BM0678
 BM0678                          STATION RECOVERY (1990)
 BM0678
 BM0678'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0678'RECOVERED IN GOOD CONDITION.
 BM0678
 BM0678                          STATION RECOVERY (1991)
 BM0678
 BM0678'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0678'RECOVERED IN GOOD CONDITION.
 BM0678
 BM0678                          STATION RECOVERY (1995)
 BM0678
 BM0678'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0678'RECOVERED IN GOOD CONDITION.
 BM0678
 BM0678                          STATION RECOVERY (2003)
 BM0678
 BM0678'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BM0678'RECOVERED IN GOOD CONDITION.
 BM0678
 BM0678                          STATION RECOVERY (2005)
 BM0678
 BM0678'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMW)
 BM0678'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0531 ***********************************************************************
 BM0531  DESIGNATION -  J 1225
 BM0531  PID         -  BM0531
 BM0531  STATE/COUNTY-  TX/BASTROP
 BM0531  USGS QUAD   -  UTLEY (1982)
 BM0531
 BM0531                         *CURRENT SURVEY CONTROL
 BM0531  ___________________________________________________________________
 BM0531* NAD 83(1986)-  30 08 34.     (N)    097 28 39.     (W)     SCALED    
 BM0531* NAVD 88     -       162.060  (meters)     531.69   (feet)  ADJUSTED  
 BM0531  ___________________________________________________________________
 BM0531  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0531  DYNAMIC HT  -         161.840 (meters)     530.97  (feet)  COMP
 BM0531  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 BM0531
 BM0531  VERT ORDER  -  FIRST     CLASS I
 BM0531
 BM0531.The horizontal coordinates were scaled from a topographic map and have
 BM0531.an estimated accuracy of +/- 6 seconds.
 BM0531
 BM0531.The orthometric height was determined by differential leveling
 BM0531.and adjusted by the National Geodetic Survey in June 1991..
 BM0531
 BM0531.The geoid height was determined by GEOID03.
 BM0531
 BM0531.The dynamic height is computed by dividing the NAVD 88
 BM0531.geopotential number by the normal gravity value computed on the
 BM0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0531.degrees latitude (g = 980.6199 gals.).
 BM0531
 BM0531.The modeled gravity was interpolated from observed gravity values.
 BM0531
 BM0531;                    North         East    Units  Estimated Accuracy
 BM0531;SPC TX C     - 3,056,310.      975,120.      MT  (+/- 180 meters Scaled)
 BM0531
 BM0531                          SUPERSEDED SURVEY CONTROL
 BM0531
 BM0531  NGVD 29 (??/??/92)  161.993  (m)          531.47   (f) ADJ UNCH    1 1
 BM0531
 BM0531.Superseded values are not recommended for survey control.
 BM0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0531.See file dsdata.txt to determine how the superseded data were derived.
 BM0531
 BM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU466355(NAD 83)
 BM0531_MARKER: DB = BENCH MARK DISK
 BM0531_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0531_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0531_STAMPING: J 1225 1973
 BM0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0531
 BM0531  HISTORY     - Date     Condition        Report By
 BM0531  HISTORY     - 1973     MONUMENTED       NGS
 BM0531  HISTORY     - 1978     GOOD             NGS
 BM0531  HISTORY     - 1989     POOR             USPSQD
 BM0531  HISTORY     - 1991     GOOD             USPSQD
 BM0531  HISTORY     - 19951226 GOOD             USPSQD
 BM0531  HISTORY     - 19990522 GOOD             USPSQD
 BM0531
 BM0531                          STATION DESCRIPTION
 BM0531
 BM0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0531'6.55 MI SE FROM GARFIELD.
 BM0531'ABOUT 6.55 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0531'STATION AND STORE AT GARFIELD, THENCE MILES NORTHWEST OF THE CREST OF
 BM0531'A HILL, 118.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 48.0
 BM0531'FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 88.0 FEET
 BM0531'SOUTHEAST OF A TELEPHONE POLE, 26.5 FEET SOUTHEAST OF A METAL GATE,
 BM0531'1.5 FEET NORTHEAST OF A FENCE, 0.95 MILES SOUTHEAST OF ST PAUL 2 1972
 BM0531'AZI, 1.0 FEET NORTHWEST OF A METAL WITNESS POST AND IS A DISK ON TOP
 BM0531'OF A 4-FOOT LENGTH OF COPPER COATED STEEL ROD PROJECTING 4-INCHES AND
 BM0531'FASTENED TO A BASE PLATE.  THE MARK IS PROTECTED BY A 6-INCH IRON PIPE
 BM0531'WHICH PROJECTS 1-INCH.
 BM0531
 BM0531                          STATION RECOVERY (1978)
 BM0531
 BM0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0531'RECOVERED IN GOOD CONDITION.
 BM0531
 BM0531                          STATION RECOVERY (1989)
 BM0531
 BM0531'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAG)
 BM0531'MARK RECOVERED IN POOR CONDITION.
 BM0531
 BM0531                          STATION RECOVERY (1991)
 BM0531
 BM0531'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0531'RECOVERED IN GOOD CONDITION.
 BM0531
 BM0531                          STATION RECOVERY (1995)
 BM0531
 BM0531'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0531'RECOVERED IN GOOD CONDITION.
 BM0531
 BM0531                          STATION RECOVERY (1999)
 BM0531
 BM0531'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1185 ***********************************************************************
 AN1185  DESIGNATION -  J 123
 AN1185  PID         -  AN1185
 AN1185  STATE/COUNTY-  TX/VICTORIA
 AN1185  USGS QUAD   -  NURSERY (1987)
 AN1185
 AN1185                         *CURRENT SURVEY CONTROL
 AN1185  ___________________________________________________________________
 AN1185* NAD 83(1986)-  28 53 00.     (N)    097 03 14.     (W)     SCALED    
 AN1185* NAVD 88     -        34.28   (+/-2cm)     112.5    (feet)  VERTCON   
 AN1185  ___________________________________________________________________
 AN1185  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN1185
 AN1185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1185
 AN1185.The horizontal coordinates were scaled from a topographic map and have
 AN1185.an estimated accuracy of +/- 6 seconds.
 AN1185
 AN1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1185.The vertical order pertains to the NGVD 29 superseded value.
 AN1185
 AN1185.The geoid height was determined by GEOID03.
 AN1185
 AN1185;                    North         East    Units  Estimated Accuracy
 AN1185;SPC TXSC     - 4,117,950.      789,810.      MT  (+/- 180 meters Scaled)
 AN1185
 AN1185                          SUPERSEDED SURVEY CONTROL
 AN1185
 AN1185  NGVD 29 (??/??/92)   34.339  (m)          112.66   (f) ADJ UNCH    2 0
 AN1185
 AN1185.Superseded values are not recommended for survey control.
 AN1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1185.See file dsdata.txt to determine how the superseded data were derived.
 AN1185
 AN1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS897966(NAD 83)
 AN1185_MARKER: DB = BENCH MARK DISK
 AN1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1185_STAMPING: J 123 1933
 AN1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1185+STABILITY: SURFACE MOTION
 AN1185
 AN1185  HISTORY     - Date     Condition        Report By
 AN1185  HISTORY     - 1933     MONUMENTED       CGS
 AN1185  HISTORY     - 1934     GOOD             NGS
 AN1185  HISTORY     - 20060811 MARK NOT FOUND   USPSQD
 AN1185
 AN1185                          STATION DESCRIPTION
 AN1185
 AN1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AN1185'1.4 MI SE FROM CRAIG.
 AN1185'1.4 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1185'STATION AT CRAIG, VICTORIA COUNTY, OPPOSITE MILEPOST 34, 45 FEET
 AN1185'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 5 FEET SOUTHWEST OF THE
 AN1185'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 123 1933 AND SET IN
 AN1185'THE TOP OF A CONCRETE POST.
 AN1185
 AN1185                          STATION RECOVERY (2006)
 AN1185
 AN1185'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AN1185'THE AREA DESCRIBED NEAR A RECENTLY PLACED MILE MARKER 34 IS NEAR THE
 AN1185'BOTTOM OF A DITCH THAT IS OVERGROWN WITH VINES AND WEEDS.  THIS WAS AN
 AN1185'UNLIKEY PLACE FOR A BENCHMARK BUT IS AS CLOSE AS THE DESCRIPTION
 AN1185'ALLOWS.  A 20 MINUTE SEARCH DID NOT UNCOVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0715 ***********************************************************************
 CD0715  DESIGNATION -  J 1235
 CD0715  PID         -  CD0715
 CD0715  STATE/COUNTY-  TX/CULBERSON
 CD0715  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0715
 CD0715                         *CURRENT SURVEY CONTROL
 CD0715  ___________________________________________________________________
 CD0715* NAD 83(1986)-  31 56 27.     (N)    104 42 38.     (W)     SCALED    
 CD0715* NAVD 88     -      1428.122  (meters)    4685.43   (feet)  ADJUSTED  
 CD0715  ___________________________________________________________________
 CD0715  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CD0715  DYNAMIC HT  -        1425.926 (meters)    4678.23  (feet)  COMP
 CD0715  MODELED GRAV-     979,051.1   (mgal)                       NAVD 88
 CD0715
 CD0715  VERT ORDER  -  FIRST     CLASS I
 CD0715
 CD0715.The horizontal coordinates were scaled from a topographic map and have
 CD0715.an estimated accuracy of +/- 6 seconds.
 CD0715
 CD0715.The orthometric height was determined by differential leveling
 CD0715.and adjusted by the National Geodetic Survey in June 1991..
 CD0715
 CD0715.The geoid height was determined by GEOID03.
 CD0715
 CD0715.The dynamic height is computed by dividing the NAVD 88
 CD0715.geopotential number by the normal gravity value computed on the
 CD0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0715.degrees latitude (g = 980.6199 gals.).
 CD0715
 CD0715.The modeled gravity was interpolated from observed gravity values.
 CD0715
 CD0715;                    North         East    Units  Estimated Accuracy
 CD0715;SPC TX C     - 3,260,260.      286,220.      MT  (+/- 180 meters Scaled)
 CD0715
 CD0715                          SUPERSEDED SURVEY CONTROL
 CD0715
 CD0715  NGVD 29 (??/??/92) 1427.531  (m)         4683.49   (f) ADJ UNCH    1 1
 CD0715
 CD0715.Superseded values are not recommended for survey control.
 CD0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0715.See file dsdata.txt to determine how the superseded data were derived.
 CD0715
 CD0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER273339(NAD 83)
 CD0715_MARKER: DB = BENCH MARK DISK
 CD0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0715_SP_SET: CULVERT
 CD0715_STAMPING: J 1235 1977
 CD0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0715
 CD0715  HISTORY     - Date     Condition        Report By
 CD0715  HISTORY     - 1977     MONUMENTED       NGS
 CD0715
 CD0715                          STATION DESCRIPTION
 CD0715
 CD0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0715'7.4 MI NE FROM PINE SPRINGS.
 CD0715'7.4 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0715'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 0.2 MILE
 CD0715'SOUTHWEST OF THE JUNCTION OF A GRADED DIRT ROAD LEADING
 CD0715'SOUTHEAST TO THE D RANCH, SET IN TOP AND 0.4 FT. SOUTHWEST
 CD0715'OF THE NORTHEAST END OF THE NORTHWEST HEADWALL FOR THREE
 CD0715'8 FT. CONCRETE CULVERTS BELOW THE HIGHWAY, 26.5 FT. NORTHWEST
 CD0715'OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0743 ***********************************************************************
 CD0743  DESIGNATION -  J 1236
 CD0743  PID         -  CD0743
 CD0743  STATE/COUNTY-  TX/HUDSPETH
 CD0743  USGS QUAD   -  BLACK MOUNTAINS NW (1984)
 CD0743
 CD0743                         *CURRENT SURVEY CONTROL
 CD0743  ___________________________________________________________________
 CD0743* NAD 83(1986)-  31 44 50.     (N)    105 10 38.     (W)     SCALED    
 CD0743* NAVD 88     -      1188.580  (meters)    3899.53   (feet)  ADJUSTED  
 CD0743  ___________________________________________________________________
 CD0743  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CD0743  DYNAMIC HT  -        1186.815 (meters)    3893.74  (feet)  COMP
 CD0743  MODELED GRAV-     979,113.2   (mgal)                       NAVD 88
 CD0743
 CD0743  VERT ORDER  -  FIRST     CLASS I
 CD0743
 CD0743.The horizontal coordinates were scaled from a topographic map and have
 CD0743.an estimated accuracy of +/- 6 seconds.
 CD0743
 CD0743.The orthometric height was determined by differential leveling
 CD0743.and adjusted by the National Geodetic Survey in June 1991..
 CD0743
 CD0743.The geoid height was determined by GEOID03.
 CD0743
 CD0743.The dynamic height is computed by dividing the NAVD 88
 CD0743.geopotential number by the normal gravity value computed on the
 CD0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0743.degrees latitude (g = 980.6199 gals.).
 CD0743
 CD0743.The modeled gravity was interpolated from observed gravity values.
 CD0743
 CD0743;                    North         East    Units  Estimated Accuracy
 CD0743;SPC TX C     - 3,240,640.      241,200.      MT  (+/- 180 meters Scaled)
 CD0743
 CD0743                          SUPERSEDED SURVEY CONTROL
 CD0743
 CD0743  NGVD 29 (??/??/92) 1188.070  (m)         3897.86   (f) ADJ UNCH    1 1
 CD0743
 CD0743.Superseded values are not recommended for survey control.
 CD0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0743.See file dsdata.txt to determine how the superseded data were derived.
 CD0743
 CD0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR832124(NAD 83)
 CD0743_MARKER: DB = BENCH MARK DISK
 CD0743_SETTING: 66 = SET IN ROCK OUTCROP
 CD0743_SP_SET: BEDROCK
 CD0743_STAMPING: J 1236 1977
 CD0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0743+STABILITY: POSITION/ELEVATION WELL
 CD0743
 CD0743  HISTORY     - Date     Condition        Report By
 CD0743  HISTORY     - 1977     MONUMENTED       NGS
 CD0743
 CD0743                          STATION DESCRIPTION
 CD0743
 CD0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0743'29.3 MI SW FROM PINE SPRINGS.
 CD0743'29.3 MILES SOUTHWEST ALONG U.S.HIGHWAYS 62 AND 180 FROM THE STATE
 CD0743'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 1.4 MILES EAST OF THE
 CD0743'JUNCTION OF FARM ROAD 1437, AT THE EAST END OF A SLIGHT CURVE IN
 CD0743'THE HIGHWAY, SET IN TOP OF BED ROCK, 116.5 FT. NORTH OF THE CENTER
 CD0743'LINE OF THE HIGHWAY, 100 FT. NORTHEAST OF THE NORTH END OF THE
 CD0743'EAST MOST ONE OF THREE 36-INCH CORRUGATED STEEL PIPE CULVERTS
 CD0743'UNDER THE HIGHWAY, 33 FT. SOUTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0576 ***********************************************************************
 AW0576  DESIGNATION -  J 1237
 AW0576  PID         -  AW0576
 AW0576  STATE/COUNTY-  TX/GALVESTON
 AW0576  USGS QUAD   -  GALVESTON (1994)
 AW0576
 AW0576                         *CURRENT SURVEY CONTROL
 AW0576  ___________________________________________________________________
 AW0576* NAD 83(1986)-  29 20 13.     (N)    094 45 38.     (W)     SCALED    
 AW0576* NAVD 88     -         1.34   (+/-2cm)       4.4    (feet)  VERTCON   
 AW0576  ___________________________________________________________________
 AW0576  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0576
 AW0576  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0576
 AW0576.The horizontal coordinates were scaled from a topographic map and have
 AW0576.an estimated accuracy of +/- 6 seconds.
 AW0576
 AW0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0576.The vertical order pertains to the NGVD 29 superseded value.
 AW0576
 AW0576.The geoid height was determined by GEOID03.
 AW0576
 AW0576;                    North         East    Units  Estimated Accuracy
 AW0576;SPC TXSC     - 4,174,100.    1,011,590.      MT  (+/- 180 meters Scaled)
 AW0576
 AW0576                          SUPERSEDED SURVEY CONTROL
 AW0576
 AW0576  NGVD 29 (??/??/92)    1.340  (m)            4.40   (f) ADJ UNCH    1 1
 AW0576
 AW0576.Superseded values are not recommended for survey control.
 AW0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0576.See file dsdata.txt to determine how the superseded data were derived.
 AW0576
 AW0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN290466(NAD 83)
 AW0576_MARKER: DB = BENCH MARK DISK
 AW0576_SETTING: 80 = SET IN A BOULDER
 AW0576_SP_SET: GRANITE BOULDER
 AW0576_STAMPING: J 1237 1978
 AW0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0576+STABILITY: SURFACE MOTION
 AW0576
 AW0576  HISTORY     - Date     Condition        Report By
 AW0576  HISTORY     - 1978     MONUMENTED       NGS
 AW0576  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0576  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0576
 AW0576                          STATION DESCRIPTION
 AW0576
 AW0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0576'IN GALVESTON.
 AW0576'0.5 MILE WEST NORTHWEST ALONG ROCK SEAWALL FROM THE EXTREME NORTH
 AW0576'END OF THE CONCRETE SEAWALL AND SEAWALL BOULEVARD, ALSO 0.2 MILE
 AW0576'WEST NORTHWEST OF AN OLD GUN EMPLACEMENT, AT THE NORTH EDGE OF A
 AW0576'FLAT 6X4X3 FT. GRANITE BOULDER AT THE WATERS EDGE, 4 FT. NORTH
 AW0576'FLAT 6X4X3 FT. GRANITE BOULDER AT THE WATERS EDGE, 4 FT. NORTHEAST
 AW0576'OF A METAL WITNESS POST, 115 FT. NORTH OF A 24 INCH WOOD PILING
 AW0576'WHICH PROTRUDES 10 FT. ABOVE THE GROUND.
 AW0576
 AW0576                          STATION RECOVERY (1987)
 AW0576
 AW0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0576'MARK NOT FOUND.
 AW0576
 AW0576                          STATION RECOVERY (1989)
 AW0576
 AW0576'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1176 ***********************************************************************
 AN1176  DESIGNATION -  J 124
 AN1176  PID         -  AN1176
 AN1176  STATE/COUNTY-  TX/DE WITT
 AN1176  USGS QUAD   -  YORKTOWN WEST (1987)
 AN1176
 AN1176                         *CURRENT SURVEY CONTROL
 AN1176  ___________________________________________________________________
 AN1176* NAD 83(1986)-  28 58 51.     (N)    097 30 10.     (W)     SCALED    
 AN1176* NAVD 88     -        83.30   (+/-2cm)     273.3    (feet)  VERTCON   
 AN1176  ___________________________________________________________________
 AN1176  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN1176
 AN1176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1176
 AN1176.The horizontal coordinates were scaled from a topographic map and have
 AN1176.an estimated accuracy of +/- 6 seconds.
 AN1176
 AN1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1176.The vertical order pertains to the NGVD 29 superseded value.
 AN1176
 AN1176.The geoid height was determined by GEOID03.
 AN1176
 AN1176;                    North         East    Units  Estimated Accuracy
 AN1176;SPC TXSC     - 4,128,110.      745,890.      MT  (+/- 180 meters Scaled)
 AN1176
 AN1176                          SUPERSEDED SURVEY CONTROL
 AN1176
 AN1176  NGVD 29 (??/??/92)   83.30   (m)          273.3    (f) COMPUTED    2 0
 AN1176
 AN1176.Superseded values are not recommended for survey control.
 AN1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1176.See file dsdata.txt to determine how the superseded data were derived.
 AN1176
 AN1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT458067(NAD 83)
 AN1176_MARKER: DB = BENCH MARK DISK
 AN1176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1176_SP_SET: WALK
 AN1176_STAMPING: J - 124 1933
 AN1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1176
 AN1176  HISTORY     - Date     Condition        Report By
 AN1176  HISTORY     - 1933     MONUMENTED       CGS
 AN1176  HISTORY     - 1943     GOOD             NGS
 AN1176  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1176
 AN1176                          STATION DESCRIPTION
 AN1176
 AN1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1176'IN YORKTOWN.
 AN1176'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTHWEST EDGE OF THE
 AN1176'CONCRETE WALK AROUND THE FIRST NATIONAL BANK AT YORKTOWN.  IT IS
 AN1176'MIDWAY BETWEEN TWO LARGE E PILLARS AT THE EAST EDGE OF THE NORTH
 AN1176'ENTRANCE DOOR TO THE BANK AND 1.0 FOOT NORTHEAST OF THE NORTHEAST WALL
 AN1176'OF THE BUILDING.  NOTE-- A DISK SET IN A DRILL HOLE.
 AN1176
 AN1176                          STATION RECOVERY (1990)
 AN1176
 AN1176'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AN1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1587 ***********************************************************************
 AW1587  DESIGNATION -  J 1241
 AW1587  PID         -  AW1587
 AW1587  STATE/COUNTY-  TX/GALVESTON
 AW1587  USGS QUAD   -  LEAGUE CITY (1995)
 AW1587
 AW1587                         *CURRENT SURVEY CONTROL
 AW1587  ___________________________________________________________________
 AW1587* NAD 83(1986)-  29 31 06.     (N)    095 00 23.     (W)     SCALED    
 AW1587* NAVD 88     -         4.697  (meters)      15.41   (feet)  ADJUSTED  
 AW1587  ___________________________________________________________________
 AW1587  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AW1587  DYNAMIC HT  -           4.691 (meters)      15.39  (feet)  COMP
 AW1587  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 AW1587
 AW1587  VERT ORDER  -  FIRST     CLASS II
 AW1587
 AW1587.The horizontal coordinates were scaled from a topographic map and have
 AW1587.an estimated accuracy of +/- 6 seconds.
 AW1587
 AW1587.The orthometric height was determined by differential leveling
 AW1587.and adjusted by the National Geodetic Survey in June 1991..
 AW1587
 AW1587.The geoid height was determined by GEOID03.
 AW1587
 AW1587.The dynamic height is computed by dividing the NAVD 88
 AW1587.geopotential number by the normal gravity value computed on the
 AW1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1587.degrees latitude (g = 980.6199 gals.).
 AW1587
 AW1587.The modeled gravity was interpolated from observed gravity values.
 AW1587
 AW1587;                    North         East    Units  Estimated Accuracy
 AW1587;SPC TXSC     - 4,193,350.      987,050.      MT  (+/- 180 meters Scaled)
 AW1587
 AW1587                          SUPERSEDED SURVEY CONTROL
 AW1587
 AW1587  NGVD 29 (12/23/87)    4.694  (m)           15.40   (f) ADJUSTED    1 2
 AW1587
 AW1587.Superseded values are not recommended for survey control.
 AW1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1587.See file dsdata.txt to determine how the superseded data were derived.
 AW1587
 AW1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN055670(NAD 83)
 AW1587_MARKER: DB = BENCH MARK DISK
 AW1587_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1587_SP_SET: HEADWALL
 AW1587_STAMPING: J 1241 1978
 AW1587_MARK LOGO: NGS   
 AW1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1587+STABILITY: SURFACE MOTION
 AW1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1587+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 AW1587
 AW1587  HISTORY     - Date     Condition        Report By
 AW1587  HISTORY     - 1978     MONUMENTED       NGS
 AW1587  HISTORY     - 1983     GOOD             NGS
 AW1587  HISTORY     - 1987     GOOD             USPSQD
 AW1587  HISTORY     - 1987     GOOD             NGS
 AW1587  HISTORY     - 1988     GOOD             USPSQD
 AW1587  HISTORY     - 1988     GOOD             USPSQD
 AW1587  HISTORY     - 1988     GOOD             USPSQD
 AW1587  HISTORY     - 1989     GOOD             USPSQD
 AW1587  HISTORY     - 1989     GOOD             USPSQD
 AW1587  HISTORY     - 1989     GOOD             USPSQD
 AW1587  HISTORY     - 1989     GOOD             USPSQD
 AW1587  HISTORY     - 1989     GOOD             USPSQD
 AW1587  HISTORY     - 1990     GOOD             USPSQD
 AW1587  HISTORY     - 1991     GOOD             USPSQD
 AW1587  HISTORY     - 19940917 GOOD             USPSQD
 AW1587  HISTORY     - 19950617 GOOD             USPSQD
 AW1587  HISTORY     - 20010127 GOOD             USPSQD
 AW1587  HISTORY     - 20040203 GOOD             USPSQD
 AW1587  HISTORY     - 20050630 GOOD             USPSQD
 AW1587
 AW1587                          STATION DESCRIPTION
 AW1587
 AW1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1587'1.5 MI SE FROM KEMAH.
 AW1587'ABOUT 1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 146 TO MIDDLETON
 AW1587'ROAD, AND THE MARK IS IN THE NORTHEAST CORNER OF THE INTERSECTION
 AW1587'IN A STORM DRAIN, 51 FEET EAST OF THE CENTERLINE OF HIGHWAY 146,
 AW1587'24 FEET SOUTHWEST OF GRACE GOSPEL CHURCH SIGN, 27 FEET SOUTH OF
 AW1587'POWER POLE, AND 21 FEET NORTH OF MIDDLETON ROAD.
 AW1587
 AW1587                          STATION RECOVERY (1983)
 AW1587
 AW1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (1987)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 1987 (GRE)
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (1987)
 AW1587
 AW1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1587'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW1587'REACH SHOULS READ--2.3 KM (1.45 MI) SOUTHEAST ALONG STATE HIGHWAY 146
 AW1587'FROM THE POST OFFICE IN KEMAH TO THE JUNCTION OF MIDDLETON ROAD AND
 AW1587'THE MARK ON THE LEFT. ADD- WITNESS POST.
 AW1587'THE MARK IS 1.22 METERS  SW FROM  A WITNESS POST
 AW1587
 AW1587                          STATION RECOVERY (1988)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (1988)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (1988)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (1989)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (1989)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (1989)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 1989 (BP)
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (1989)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (1989)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (1990)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (1991)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (1994)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (1995)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (2001)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 2001 (GMF)
 AW1587'RECOVERED IN GOOD CONDITION.
 AW1587
 AW1587                          STATION RECOVERY (2004)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1587'GO TO N 29 31.098  W095 00.384 TO FIND THE MARK.
 AW1587' 
 AW1587
 AW1587                          STATION RECOVERY (2005)
 AW1587
 AW1587'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1587'GO TO N29 31 06.0 W095 00 22.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1353 ***********************************************************************
 AW1353  DESIGNATION -  J 1242
 AW1353  PID         -  AW1353
 AW1353  STATE/COUNTY-  TX/GALVESTON
 AW1353  USGS QUAD   -  FLAKE (1994)
 AW1353
 AW1353                         *CURRENT SURVEY CONTROL
 AW1353  ___________________________________________________________________
 AW1353* NAD 83(1986)-  29 26 35.     (N)    094 39 53.     (W)     SCALED    
 AW1353* NAVD 88     -         2.20   (+/-2cm)       7.2    (feet)  VERTCON   
 AW1353  ___________________________________________________________________
 AW1353  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW1353
 AW1353  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1353
 AW1353.The horizontal coordinates were scaled from a topographic map and have
 AW1353.an estimated accuracy of +/- 6 seconds.
 AW1353
 AW1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1353.The vertical order pertains to the NGVD 29 superseded value.
 AW1353
 AW1353.The geoid height was determined by GEOID03.
 AW1353
 AW1353;                    North         East    Units  Estimated Accuracy
 AW1353;SPC TXSC     - 4,186,190.    1,020,460.      MT  (+/- 180 meters Scaled)
 AW1353
 AW1353                          SUPERSEDED SURVEY CONTROL
 AW1353
 AW1353  NGVD 29 (??/??/92)    2.199  (m)            7.21   (f) ADJ UNCH    1 2
 AW1353
 AW1353.Superseded values are not recommended for survey control.
 AW1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1353.See file dsdata.txt to determine how the superseded data were derived.
 AW1353
 AW1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN385582(NAD 83)
 AW1353_MARKER: DB = BENCH MARK DISK
 AW1353_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1353_SP_SET: GALVANIZED STEEL ROD
 AW1353_STAMPING: J 1242 1978
 AW1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1353+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1353
 AW1353  HISTORY     - Date     Condition        Report By
 AW1353  HISTORY     - 1978     MONUMENTED       NGS
 AW1353  HISTORY     - 1989     GOOD             USPSQD
 AW1353  HISTORY     - 1990     GOOD             USPSQD
 AW1353  HISTORY     - 19990511 GOOD             USPSQD
 AW1353  HISTORY     - 20010430 GOOD             USPSQD
 AW1353  HISTORY     - 20020708 GOOD             USPSQD
 AW1353  HISTORY     - 20031009 GOOD             USPSQD
 AW1353  HISTORY     - 20041023 GOOD             USPSQD
 AW1353
 AW1353                          STATION DESCRIPTION
 AW1353
 AW1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1353'9.0 MI NE FROM PORT BOLIVAR.
 AW1353'ABOUT 9.0 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1353'LANDING AT PORT BOLIVAR, SET BETWEEN SELWYN ROAD AND SAGE ROAD,
 AW1353'213 FEET NORTHEAST OF CENTERLINE OF SAGE ROAD, 150 FEET SOUTH
 AW1353'OF CENTERLINE OF SELWYN ROAD, 72 FEET EAST OF CENTERLINE OF HIGHWAY,
 AW1353'AND 2 FEET SOUTHWEST OF POWER POLE NUMBER 411.
 AW1353
 AW1353                          STATION RECOVERY (1989)
 AW1353
 AW1353'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW1353'RECOVERED IN GOOD CONDITION.
 AW1353
 AW1353                          STATION RECOVERY (1990)
 AW1353
 AW1353'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1353'RECOVERED IN GOOD CONDITION.
 AW1353
 AW1353                          STATION RECOVERY (1999)
 AW1353
 AW1353'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1353'RECOVERED IN GOOD CONDITION.
 AW1353
 AW1353                          STATION RECOVERY (2001)
 AW1353
 AW1353'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1353'RECOVERED IN GOOD CONDITION.
 AW1353
 AW1353                          STATION RECOVERY (2002)
 AW1353
 AW1353'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1353'RECOVERED IN GOOD CONDITION.
 AW1353
 AW1353                          STATION RECOVERY (2003)
 AW1353
 AW1353'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1353'RECOVERED IN GOOD CONDITION.
 AW1353
 AW1353                          STATION RECOVERY (2004)
 AW1353
 AW1353'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1422 ***********************************************************************
 AW1422  DESIGNATION -  J 1243
 AW1422  PID         -  AW1422
 AW1422  STATE/COUNTY-  TX/CHAMBERS
 AW1422  USGS QUAD   -  OYSTER BAYOU (1994)
 AW1422
 AW1422                         *CURRENT SURVEY CONTROL
 AW1422  ___________________________________________________________________
 AW1422* NAD 83(1986)-  29 40 35.     (N)    094 36 13.     (W)     SCALED    
 AW1422* NAVD 88     -         1.98   (+/-2cm)       6.5    (feet)  VERTCON   
 AW1422  ___________________________________________________________________
 AW1422  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1422
 AW1422  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1422
 AW1422.The horizontal coordinates were scaled from a topographic map and have
 AW1422.an estimated accuracy of +/- 6 seconds.
 AW1422
 AW1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1422.The vertical order pertains to the NGVD 29 superseded value.
 AW1422
 AW1422.The geoid height was determined by GEOID03.
 AW1422
 AW1422;                    North         East    Units  Estimated Accuracy
 AW1422;SPC TXSC     - 4,212,260.    1,025,410.      MT  (+/- 180 meters Scaled)
 AW1422
 AW1422                          SUPERSEDED SURVEY CONTROL
 AW1422
 AW1422  NGVD 29 (??/??/92)    1.979  (m)            6.49   (f) ADJ UNCH    1 2
 AW1422
 AW1422.Superseded values are not recommended for survey control.
 AW1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1422.See file dsdata.txt to determine how the superseded data were derived.
 AW1422
 AW1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN448840(NAD 83)
 AW1422_MARKER: DB = BENCH MARK DISK
 AW1422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1422_SP_SET: CULVERT
 AW1422_STAMPING: J 1243 1978
 AW1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1422
 AW1422  HISTORY     - Date     Condition        Report By
 AW1422  HISTORY     - 1978     MONUMENTED       NGS
 AW1422  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 AW1422  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1422  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1422  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 AW1422
 AW1422                          STATION DESCRIPTION
 AW1422
 AW1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1422'12.2 MI SE FROM ANAHUAC.
 AW1422'ABOUT 0.1 MILE EAST ALONG MILLER STREET FROM THE COURTHOUSE AT
 AW1422'ANAHUAC, THENCE 7.4 MILES SOUTH ALONG FARM ROAD 564, THENCE 3.1
 AW1422'MILES EAST ALONG A PAVED ROAD, THENCE 1.0 MILE SOUTHEAST ALONG
 AW1422'FARM ROAD 562, THENCE ABOUT 0.6 MILE SOUTHEAST ALONG FARM ROAD
 AW1422'1985, IN THE NORTHEAST END OF THE NORTHEAST ONE OF THREE 6X6 BOX
 AW1422'CULVERTS, 90 FEET EAST AND ACROSS HIGHWAY FROM POWER POLE NUMBER
 AW1422'3450, 39 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 24 FEET SOUTHWEST
 AW1422'OF A FENCE CORNER, AND 15 FEET SOUTHWEST OF A FENCE ACROSS
 AW1422'A DRAINAGE DITCH.
 AW1422
 AW1422                          STATION RECOVERY (1997)
 AW1422
 AW1422'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1422'MARK NOT FOUND.
 AW1422
 AW1422                          STATION RECOVERY (2001)
 AW1422
 AW1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1422'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1422
 AW1422                          STATION RECOVERY (2004)
 AW1422
 AW1422'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1422'MARK NOT FOUND.
 AW1422
 AW1422                          STATION RECOVERY (2005)
 AW1422
 AW1422'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1738 ***********************************************************************
 AW1738  DESIGNATION -  J 1244
 AW1738  PID         -  AW1738
 AW1738  STATE/COUNTY-  TX/HARRIS
 AW1738  USGS QUAD   -  LA PORTE (1982)
 AW1738
 AW1738                         *CURRENT SURVEY CONTROL
 AW1738  ___________________________________________________________________
 AW1738* NAD 83(1986)-  29 41 57.     (N)    095 03 59.     (W)     SCALED    
 AW1738* NAVD 88     -         8.024  (meters)      26.33   (feet)  ADJUSTED  
 AW1738  ___________________________________________________________________
 AW1738  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1738  DYNAMIC HT  -           8.013 (meters)      26.29  (feet)  COMP
 AW1738  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 AW1738
 AW1738  VERT ORDER  -  FIRST     CLASS II
 AW1738
 AW1738.The horizontal coordinates were scaled from a topographic map and have
 AW1738.an estimated accuracy of +/- 6 seconds.
 AW1738
 AW1738.The orthometric height was determined by differential leveling
 AW1738.and adjusted by the National Geodetic Survey in June 1991..
 AW1738
 AW1738.The geoid height was determined by GEOID03.
 AW1738
 AW1738.The dynamic height is computed by dividing the NAVD 88
 AW1738.geopotential number by the normal gravity value computed on the
 AW1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1738.degrees latitude (g = 980.6199 gals.).
 AW1738
 AW1738.The modeled gravity was interpolated from observed gravity values.
 AW1738
 AW1738;                    North         East    Units  Estimated Accuracy
 AW1738;SPC TXSC     - 4,213,190.      980,560.      MT  (+/- 180 meters Scaled)
 AW1738
 AW1738                          SUPERSEDED SURVEY CONTROL
 AW1738
 AW1738  NGVD 29 (12/23/87)    8.021  (m)           26.32   (f) ADJUSTED    1 2
 AW1738
 AW1738.Superseded values are not recommended for survey control.
 AW1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1738.See file dsdata.txt to determine how the superseded data were derived.
 AW1738
 AW1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN000872(NAD 83)
 AW1738_MARKER: DB = BENCH MARK DISK
 AW1738_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1738_SP_SET: UNSPECIFIED DEEP
 AW1738_STAMPING: J 1244 1978
 AW1738_MARK LOGO: NGS   
 AW1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1738+STABILITY: SURFACE MOTION
 AW1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1738+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 AW1738
 AW1738  HISTORY     - Date     Condition        Report By
 AW1738  HISTORY     - 1978     MONUMENTED       NGS
 AW1738  HISTORY     - 1983     GOOD             NGS
 AW1738  HISTORY     - 1986     GOOD             NGS
 AW1738  HISTORY     - 1987     GOOD             USPSQD
 AW1738  HISTORY     - 1989     GOOD             USPSQD
 AW1738  HISTORY     - 1989     GOOD             USPSQD
 AW1738  HISTORY     - 19931122 GOOD             USPSQD
 AW1738  HISTORY     - 20010331 GOOD             NGS
 AW1738  HISTORY     - 20031127 GOOD             USPSQD
 AW1738
 AW1738                          STATION DESCRIPTION
 AW1738
 AW1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1738'4.7 MI EAST FROM DEER PARK.
 AW1738'ABOUT 0.9 MILES NORTH ALONG CENTER STREET FROM THE CITY HALL IN
 AW1738'DEER PARK, THENCE 3.7 MILES EAST ALONG STATE HIGHWAY 225, AND
 AW1738'THENCE 0.2 MILE NORTH ON MILLER CUTOFF ROAD.  78 FEET SOUTH OF THE
 AW1738'SOUTH RAIL OF SOUTHERN PACIFIC RAILROAD SPUR, 63 FEET EAST AND ACROSS
 AW1738'THE ROAD FROM POWER POLE NUMBER E4L4M, AND 1.5 FEET NORTH OF A LARGE
 AW1738'POWER POLE.
 AW1738
 AW1738                          STATION RECOVERY (1983)
 AW1738
 AW1738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1738'RECOVERED IN GOOD CONDITION.
 AW1738
 AW1738                          STATION RECOVERY (1986)
 AW1738
 AW1738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1738'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE WITH
 AW1738'THE FOLLOWING CHANGES.  ADD--7.77 METERS (25.5 FT) EAST OF THE
 AW1738'CENTERLINE OF MILLER CUTOFF ROAD.
 AW1738'THE MARK IS 0.20 METERS  W FROM  A WITNESS POST
 AW1738
 AW1738                          STATION RECOVERY (1987)
 AW1738
 AW1738'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1738'RECOVERED IN GOOD CONDITION.
 AW1738
 AW1738                          STATION RECOVERY (1989)
 AW1738
 AW1738'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1738'RECOVERED IN GOOD CONDITION.
 AW1738
 AW1738                          STATION RECOVERY (1989)
 AW1738
 AW1738'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1738'RECOVERED IN GOOD CONDITION.
 AW1738
 AW1738                          STATION RECOVERY (1993)
 AW1738
 AW1738'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1738'RECOVERED IN GOOD CONDITION.
 AW1738
 AW1738                          STATION RECOVERY (2001)
 AW1738
 AW1738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1738'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1738
 AW1738                          STATION RECOVERY (2003)
 AW1738
 AW1738'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1738' 
 AW1738' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1307 ***********************************************************************
 AW1307  DESIGNATION -  J 1245
 AW1307  PID         -  AW1307
 AW1307  STATE/COUNTY-  TX/GALVESTON
 AW1307  USGS QUAD   -  DICKINSON (1997)
 AW1307
 AW1307                         *CURRENT SURVEY CONTROL
 AW1307  ___________________________________________________________________
 AW1307* NAD 83(1986)-  29 28 13.     (N)    095 00 24.     (W)     SCALED    
 AW1307* NAVD 88     -         2.890  (meters)       9.48   (feet)  ADJUSTED  
 AW1307  ___________________________________________________________________
 AW1307  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1307  DYNAMIC HT  -           2.886 (meters)       9.47  (feet)  COMP
 AW1307  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 AW1307
 AW1307  VERT ORDER  -  FIRST     CLASS II
 AW1307
 AW1307.The horizontal coordinates were scaled from a topographic map and have
 AW1307.an estimated accuracy of +/- 6 seconds.
 AW1307
 AW1307.The orthometric height was determined by differential leveling
 AW1307.and adjusted by the National Geodetic Survey in June 1991..
 AW1307
 AW1307.The geoid height was determined by GEOID03.
 AW1307
 AW1307.The dynamic height is computed by dividing the NAVD 88
 AW1307.geopotential number by the normal gravity value computed on the
 AW1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1307.degrees latitude (g = 980.6199 gals.).
 AW1307
 AW1307.The modeled gravity was interpolated from observed gravity values.
 AW1307
 AW1307;                    North         East    Units  Estimated Accuracy
 AW1307;SPC TXSC     - 4,188,030.      987,210.      MT  (+/- 180 meters Scaled)
 AW1307
 AW1307                          SUPERSEDED SURVEY CONTROL
 AW1307
 AW1307  NGVD 29 (12/23/87)    2.886  (m)            9.47   (f) ADJUSTED    1 2
 AW1307
 AW1307.Superseded values are not recommended for survey control.
 AW1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1307.See file dsdata.txt to determine how the superseded data were derived.
 AW1307
 AW1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN054617(NAD 83)
 AW1307_MARKER: DB = BENCH MARK DISK
 AW1307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1307_SP_SET: HEADWALL
 AW1307_STAMPING: J 1245 1978
 AW1307_MARK LOGO: NGS   
 AW1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1307+STABILITY: SURFACE MOTION
 AW1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1307+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2004
 AW1307
 AW1307  HISTORY     - Date     Condition        Report By
 AW1307  HISTORY     - 1978     MONUMENTED       NGS
 AW1307  HISTORY     - 1987     GOOD             NGS
 AW1307  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1307  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1307  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1307  HISTORY     - 1989     GOOD             USPSQD
 AW1307  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1307  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1307  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1307  HISTORY     - 20040215 GOOD             USPSQD
 AW1307
 AW1307                          STATION DESCRIPTION
 AW1307
 AW1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1307'2.9 MI EAST FROM DICKINSON.
 AW1307'ABOUT 2.9 MILES EAST ALONG FARM ROAD 517 FROM THE JUNCTION OF STATE
 AW1307'HIGHWAY 3 IN DICKINSON AT THE JUNCTION OF STROM ROAD.  SET IN THE
 AW1307'NORTH HEADWALL OF A 3X15 FOOT 3 PIPE CULVERT UNDER THE FARM ROAD,
 AW1307'108 FEET EAST AND ACROSS STROM ROAD FROM A POWER POLE WITH TRANSFORMER
 AW1307'AND STREET LIGHT, 54 FEET EAST OF THE CENTERLINE OF STROM ROAD, 24
 AW1307'FEET NORTH OF THE CENTERLINE OF FARM ROAD 517, AND 1 FOOT EAST OF
 AW1307'THE WEST END.
 AW1307
 AW1307                          STATION RECOVERY (1987)
 AW1307
 AW1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1307'RECOVERED IN GOOD CONDITION.
 AW1307
 AW1307                          STATION RECOVERY (1989)
 AW1307
 AW1307'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1307'MARK NOT FOUND.
 AW1307
 AW1307                          STATION RECOVERY (1989)
 AW1307
 AW1307'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1307'MARK NOT FOUND.
 AW1307
 AW1307                          STATION RECOVERY (1989)
 AW1307
 AW1307'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1307'MARK NOT FOUND.
 AW1307
 AW1307                          STATION RECOVERY (1989)
 AW1307
 AW1307'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1307'RECOVERED IN GOOD CONDITION.
 AW1307
 AW1307                          STATION RECOVERY (1989)
 AW1307
 AW1307'RECOVERY NOTE BY US POWER SQUADRON 1989 (BG)
 AW1307'MARK NOT FOUND.
 AW1307
 AW1307                          STATION RECOVERY (1989)
 AW1307
 AW1307'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1307'MARK NOT FOUND.
 AW1307
 AW1307                          STATION RECOVERY (1989)
 AW1307
 AW1307'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1307'MARK NOT FOUND.
 AW1307
 AW1307                          STATION RECOVERY (2004)
 AW1307
 AW1307'RECOVERY NOTE BY US POWER SQUADRON 2004 (MEF)
 AW1307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1136 ***********************************************************************
 AW1136  DESIGNATION -  J 1246
 AW1136  PID         -  AW1136
 AW1136  STATE/COUNTY-  TX/HARRIS
 AW1136  USGS QUAD   -  PARK PLACE (1995)
 AW1136
 AW1136                         *CURRENT SURVEY CONTROL
 AW1136  ___________________________________________________________________
 AW1136* NAD 83(1986)-  29 44 26.     (N)    095 19 32.     (W)     SCALED    
 AW1136* NAVD 88     -        10.934  (meters)      35.87   (feet)  ADJUSTED  
 AW1136  ___________________________________________________________________
 AW1136  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW1136  DYNAMIC HT  -          10.920 (meters)      35.83  (feet)  COMP
 AW1136  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 AW1136
 AW1136  VERT ORDER  -  FIRST     CLASS II
 AW1136
 AW1136.The horizontal coordinates were scaled from a topographic map and have
 AW1136.an estimated accuracy of +/- 6 seconds.
 AW1136
 AW1136.The orthometric height was determined by differential leveling
 AW1136.and adjusted by the National Geodetic Survey in June 1991..
 AW1136
 AW1136.The geoid height was determined by GEOID03.
 AW1136
 AW1136.The dynamic height is computed by dividing the NAVD 88
 AW1136.geopotential number by the normal gravity value computed on the
 AW1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1136.degrees latitude (g = 980.6199 gals.).
 AW1136
 AW1136.The modeled gravity was interpolated from observed gravity values.
 AW1136
 AW1136;                    North         East    Units  Estimated Accuracy
 AW1136;SPC TXSC     - 4,216,960.      955,350.      MT  (+/- 180 meters Scaled)
 AW1136
 AW1136                          SUPERSEDED SURVEY CONTROL
 AW1136
 AW1136  NGVD 29 (12/23/87)   10.931  (m)           35.86   (f) ADJUSTED    1 2
 AW1136
 AW1136.Superseded values are not recommended for survey control.
 AW1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1136.See file dsdata.txt to determine how the superseded data were derived.
 AW1136
 AW1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN750923(NAD 83)
 AW1136_MARKER: DB = BENCH MARK DISK
 AW1136_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1136_SP_SET: STAINLESS STEEL ROD
 AW1136_STAMPING: J 1246 1978
 AW1136_MARK LOGO: NGS   
 AW1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1136+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1136
 AW1136  HISTORY     - Date     Condition        Report By
 AW1136  HISTORY     - 1978     MONUMENTED       NGS
 AW1136  HISTORY     - 1983     GOOD             NGS
 AW1136  HISTORY     - 1987     GOOD             NGS
 AW1136  HISTORY     - 1989     GOOD             USPSQD
 AW1136  HISTORY     - 1989     GOOD             USPSQD
 AW1136  HISTORY     - 19950624 GOOD             USPSQD
 AW1136  HISTORY     - 20040510 GOOD             USPSQD
 AW1136  HISTORY     - 20050705 GOOD             USPSQD
 AW1136
 AW1136                          STATION DESCRIPTION
 AW1136
 AW1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1136'2.4 MI SE FROM HOUSTON.
 AW1136'0.75 MILE SOUTHEAST ALONG CONGRESS STREET FROM THE COUNTY COURTHOUSE
 AW1136'AT HOUSTON, AND THENCE 1.65 MILES ALONG THE GALVESTON, HOUSTON AND
 AW1136'HENDERSON RAILROAD, AT THE CROSSING OF DUMBLE STREET.  75 FEET
 AW1136'NORTHEAST OF THE CENTERLINE OF DUMBLE STREET, 21 FEET SOUTHWEST OF
 AW1136'THE SOUTHWEST RAIL, 12 FEET NORTHEAST OF THE CENTERLINE OF SOUTH CAPIT
 AW1136'STREET, AND 2 FEET SOUTHEAST OF A TELEPHONE POLE.
 AW1136
 AW1136                          STATION RECOVERY (1983)
 AW1136
 AW1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1136'RECOVERED IN GOOD CONDITION.
 AW1136
 AW1136                          STATION RECOVERY (1987)
 AW1136
 AW1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1136'RECOVERED IN GOOD CONDITION.
 AW1136
 AW1136                          STATION RECOVERY (1989)
 AW1136
 AW1136'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1136'RECOVERED IN GOOD CONDITION.
 AW1136
 AW1136                          STATION RECOVERY (1989)
 AW1136
 AW1136'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1136'RECOVERED IN GOOD CONDITION.
 AW1136
 AW1136                          STATION RECOVERY (1995)
 AW1136
 AW1136'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1136'RECOVERED IN GOOD CONDITION.
 AW1136
 AW1136                          STATION RECOVERY (2004)
 AW1136
 AW1136'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1136'RECOVERED IN GOOD CONDITION.
 AW1136
 AW1136                          STATION RECOVERY (2005)
 AW1136
 AW1136'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2416 ***********************************************************************
 AX2416  DESIGNATION -  J 1247
 AX2416  PID         -  AX2416
 AX2416  STATE/COUNTY-  TX/FAYETTE
 AX2416  USGS QUAD   -  LA GRANGE EAST (1981)
 AX2416
 AX2416                         *CURRENT SURVEY CONTROL
 AX2416  ___________________________________________________________________
 AX2416* NAD 83(1986)-  29 54 08.     (N)    096 49 21.     (W)     SCALED    
 AX2416* NAVD 88     -        85.264  (meters)     279.74   (feet)  ADJUSTED  
 AX2416  ___________________________________________________________________
 AX2416  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AX2416  DYNAMIC HT  -          85.146 (meters)     279.35  (feet)  COMP
 AX2416  MODELED GRAV-     979,262.6   (mgal)                       NAVD 88
 AX2416  OBS GRAVITY -     979,268.5   (mgal)                       GRAV_OBS
 AX2416
 AX2416  VERT ORDER  -  FIRST     CLASS I
 AX2416
 AX2416.The horizontal coordinates were scaled from a topographic map and have
 AX2416.an estimated accuracy of +/- 6 seconds.
 AX2416
 AX2416.The orthometric height was determined by differential leveling
 AX2416.and adjusted by the National Geodetic Survey in June 1991..
 AX2416
 AX2416.The geoid height was determined by GEOID03.
 AX2416
 AX2416.The dynamic height is computed by dividing the NAVD 88
 AX2416.geopotential number by the normal gravity value computed on the
 AX2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2416.degrees latitude (g = 980.6199 gals.).
 AX2416
 AX2416.The modeled gravity was interpolated from observed gravity values.
 AX2416.The observed gravity was obtained from relative gravimeter ties
 AX2416.to the IGSN71 gravity network.
 AX2416
 AX2416;                    North         East    Units  Estimated Accuracy
 AX2416;SPC TXSC     - 4,231,250.      810,270.      MT  (+/- 180 meters Scaled)
 AX2416
 AX2416                          SUPERSEDED SURVEY CONTROL
 AX2416
 AX2416  NGVD 29 (??/??/92)   85.218  (m)          279.59   (f) ADJ UNCH    1 1
 AX2416
 AX2416.Superseded values are not recommended for survey control.
 AX2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2416.See file dsdata.txt to determine how the superseded data were derived.
 AX2416
 AX2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU102099(NAD 83)
 AX2416_MARKER: DB = BENCH MARK DISK
 AX2416_SETTING: 66 = SET IN ROCK OUTCROP
 AX2416_SP_SET: OUTCROP
 AX2416_STAMPING: J 1247 1978
 AX2416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2416+STABILITY: POSITION/ELEVATION WELL
 AX2416
 AX2416  HISTORY     - Date     Condition        Report By
 AX2416  HISTORY     - 1978     MONUMENTED       NGS
 AX2416  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX2416
 AX2416                          STATION DESCRIPTION
 AX2416
 AX2416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AX2416'3.5 MI EAST FROM LA GRANGE.
 AX2416'2.8 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2416'STATION IN LA GRANGE, AND THENCE 0.7 MILE SOUTHEAST ALONG STATE
 AX2416'HIGHWAY 71, ABOUT 0.1 MILE NORTHWEST OF THE BRIDGE OVER ROCKY CREEK,
 AX2416'425 FEET NORTHWEST OF DRIVEWAY TO MACHINE SHOP, SET IN TOP OF A
 AX2416'MASSIVE OUTCROP PORTION OF SANDSTONE EXPOSED IN THE BOTTOM OF BORROW
 AX2416'DITCH, 123 FEET NORTHWEST OF K 1247, 86 FEET SOUTHEAST OF THE
 AX2416'SOUTHEAST END OF A 36 INCH CULVERT, 46 FEET NORTHEAST OF THE
 AX2416'CENTERLINE OF PRESENT HIGHWAY, AND 1.5 FEET SOUTHEAST OF METAL
 AX2416'WITNESS POST WHICH IS SET IN THE SAME OUTCROP.
 AX2416
 AX2416                          STATION RECOVERY (1987)
 AX2416
 AX2416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX2416'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0687 ***********************************************************************
 AW0687  DESIGNATION -  J 1248
 AW0687  PID         -  AW0687
 AW0687  STATE/COUNTY-  TX/HARRIS
 AW0687  USGS QUAD   -  HARMASTON (1982)
 AW0687
 AW0687                         *CURRENT SURVEY CONTROL
 AW0687  ___________________________________________________________________
 AW0687* NAD 83(1986)-  29 59 55.     (N)    095 11 04.     (W)     SCALED    
 AW0687* NAVD 88     -        21.690  (meters)      71.16   (feet)  ADJUSTED  
 AW0687  ___________________________________________________________________
 AW0687  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW0687  DYNAMIC HT  -          21.661 (meters)      71.07  (feet)  COMP
 AW0687  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 AW0687
 AW0687  VERT ORDER  -  FIRST     CLASS II
 AW0687
 AW0687.The horizontal coordinates were scaled from a topographic map and have
 AW0687.an estimated accuracy of +/- 6 seconds.
 AW0687
 AW0687.The orthometric height was determined by differential leveling
 AW0687.and adjusted by the National Geodetic Survey in June 1991..
 AW0687
 AW0687.The geoid height was determined by GEOID03.
 AW0687
 AW0687.The dynamic height is computed by dividing the NAVD 88
 AW0687.geopotential number by the normal gravity value computed on the
 AW0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0687.degrees latitude (g = 980.6199 gals.).
 AW0687
 AW0687.The modeled gravity was interpolated from observed gravity values.
 AW0687
 AW0687;                    North         East    Units  Estimated Accuracy
 AW0687;SPC TXSC     - 4,245,980.      968,060.      MT  (+/- 180 meters Scaled)
 AW0687
 AW0687                          SUPERSEDED SURVEY CONTROL
 AW0687
 AW0687  NGVD 29 (12/23/87)   21.689  (m)           71.16   (f) ADJUSTED    1 2
 AW0687
 AW0687.Superseded values are not recommended for survey control.
 AW0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0687.See file dsdata.txt to determine how the superseded data were derived.
 AW0687
 AW0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP892206(NAD 83)
 AW0687_MARKER: DB = BENCH MARK DISK
 AW0687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0687_SP_SET: STAINLESS STEEL ROD
 AW0687_STAMPING: J 1248 1978
 AW0687_MARK LOGO: NGS   
 AW0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0687
 AW0687  HISTORY     - Date     Condition        Report By
 AW0687  HISTORY     - 1978     MONUMENTED       NGS
 AW0687  HISTORY     - 1987     GOOD             NGS
 AW0687  HISTORY     - 19990916 MARK NOT FOUND   USPSQD
 AW0687  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 AW0687
 AW0687                          STATION DESCRIPTION
 AW0687
 AW0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0687'5.3 MI EAST FROM HUMBLE.
 AW0687'5.3 MILES EAST ALONG FARM ROAD 1960 FROM THE HIGHWAY 59 OVERPASS
 AW0687'OVER FARM ROAD 1960 IN HUMBLE.  SET IN THE CENTER AT THE NORTH
 AW0687'END OF A PLANTER, WHICH DIVIDES THE ENTRANCE AND EXIT TO ATASCOCITA
 AW0687'TRAILS HOMES.  NOTE=ENTRANCE IS TWIGSWORTH LANE.  59 FEET SOUTH
 AW0687'OF CENTERLINE OF FARM ROAD 1960, 27 FEET NORTH OF ATASCOCITA TRAILS
 AW0687'SIGN, 6 FEET NORTH OF HOME ADVERTISMENT SIGN, AND 1 FOOT SOUTH OF
 AW0687'THE NORTH CURB OF PLANTER.  DISK IS LEVEL WITH CURB, ACCESS TO
 AW0687'WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 AW0687
 AW0687                          STATION RECOVERY (1987)
 AW0687
 AW0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0687'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--8.8 M
 AW0687'(28.9 FT) EAST OF THE CENTER OF THE SOUTH BOUND LANES OF TWIGSWORTH
 AW0687'LANE, AND 8.2 M (26.9 FT) WEST OF THE CENTER OF THE NORTH BOUND LANES
 AW0687'OF THE LANE.
 AW0687
 AW0687                          STATION RECOVERY (1999)
 AW0687
 AW0687'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0687'MARK NOT FOUND.
 AW0687
 AW0687                          STATION RECOVERY (2004)
 AW0687
 AW0687'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0801 ***********************************************************************
 AW0801  DESIGNATION -  J 1249
 AW0801  PID         -  AW0801
 AW0801  STATE/COUNTY-  TX/HARRIS
 AW0801  USGS QUAD   -  HUMBLE (1995)
 AW0801
 AW0801                         *CURRENT SURVEY CONTROL
 AW0801  ___________________________________________________________________
 AW0801* NAD 83(1986)-  29 55 54.     (N)    095 21 19.     (W)     SCALED    
 AW0801* NAVD 88     -        21.884  (meters)      71.80   (feet)  ADJUSTED  
 AW0801  ___________________________________________________________________
 AW0801  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW0801  DYNAMIC HT  -          21.854 (meters)      71.70  (feet)  COMP
 AW0801  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 AW0801
 AW0801  VERT ORDER  -  FIRST     CLASS II
 AW0801
 AW0801.The horizontal coordinates were scaled from a topographic map and have
 AW0801.an estimated accuracy of +/- 6 seconds.
 AW0801
 AW0801.The orthometric height was determined by differential leveling
 AW0801.and adjusted by the National Geodetic Survey in June 1991..
 AW0801
 AW0801.The geoid height was determined by GEOID03.
 AW0801
 AW0801.The dynamic height is computed by dividing the NAVD 88
 AW0801.geopotential number by the normal gravity value computed on the
 AW0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0801.degrees latitude (g = 980.6199 gals.).
 AW0801
 AW0801.The modeled gravity was interpolated from observed gravity values.
 AW0801
 AW0801;                    North         East    Units  Estimated Accuracy
 AW0801;SPC TXSC     - 4,238,040.      951,820.      MT  (+/- 180 meters Scaled)
 AW0801
 AW0801                          SUPERSEDED SURVEY CONTROL
 AW0801
 AW0801  NGVD 29 (12/23/87)   21.881  (m)           71.79   (f) ADJUSTED    1 2
 AW0801
 AW0801.Superseded values are not recommended for survey control.
 AW0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0801.See file dsdata.txt to determine how the superseded data were derived.
 AW0801
 AW0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP726135(NAD 83)
 AW0801_MARKER: DB = BENCH MARK DISK
 AW0801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0801_SP_SET: HEADWALL
 AW0801_STAMPING: J 1249 1978
 AW0801_MARK LOGO: NGS   
 AW0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0801+STABILITY: SURFACE MOTION
 AW0801
 AW0801  HISTORY     - Date     Condition        Report By
 AW0801  HISTORY     - 1978     MONUMENTED       NGS
 AW0801  HISTORY     - 1987     GOOD             NGS
 AW0801  HISTORY     - 19941009 MARK NOT FOUND   NGS
 AW0801  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW0801
 AW0801                          STATION DESCRIPTION
 AW0801
 AW0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0801'IN ALDINE.
 AW0801'IN ALDINE 1.5 MILES EAST OF THE MISSOURI-PACIFIC RAILRAOD ALONG FARM
 AW0801'ROAD 525 AT THE ELLEN B. LANE CENTER (SCHOOL), 0.1 MILES SOUTH OF THE
 AW0801'HIGH SCHOOL ON THE NORTH EAST CORNER OF 525 AND ALDINE WESTFIELD
 AW0801'ROAD, SET IN TOP OF THE NORTH END OF THE EAST HEADWALL FOR CULVERT
 AW0801'UNDER THE SOUTH DRIVE TO SCHOOL, 220 FEET EAST OF THE CENTERLINE OF
 AW0801'WESTFIELD ROAD, 38 FEET NORTH OF THE CENTERLINE OF FARM ROAD 525, AND
 AW0801'6 FEET SOUTHWEST OF POLE NUMBER 2005.
 AW0801
 AW0801                          STATION RECOVERY (1987)
 AW0801
 AW0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0801'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN ALDINE, AT
 AW0801'THE INTERSECTION OF FARM ROAD 525 AND ALDINE-WESTFIELD ROAD.
 AW0801
 AW0801                          STATION RECOVERY (1994)
 AW0801
 AW0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW0801'SEARCHED FOR, NOT RECOVERED.
 AW0801
 AW0801                          STATION RECOVERY (2004)
 AW0801
 AW0801'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0799 ***********************************************************************
 AW0799  DESIGNATION -  J 1250
 AW0799  PID         -  AW0799
 AW0799  STATE/COUNTY-  TX/HARRIS
 AW0799  USGS QUAD   -  SATSUMA (1982)
 AW0799
 AW0799                         *CURRENT SURVEY CONTROL
 AW0799  ___________________________________________________________________
 AW0799* NAD 83(1986)-  29 55 27.     (N)    095 30 51.     (W)     SCALED    
 AW0799* NAVD 88     -        34.089  (meters)     111.84   (feet)  ADJUSTED  
 AW0799  ___________________________________________________________________
 AW0799  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW0799  DYNAMIC HT  -          34.043 (meters)     111.69  (feet)  COMP
 AW0799  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 AW0799
 AW0799  VERT ORDER  -  FIRST     CLASS II
 AW0799
 AW0799.The horizontal coordinates were scaled from a topographic map and have
 AW0799.an estimated accuracy of +/- 6 seconds.
 AW0799
 AW0799.The orthometric height was determined by differential leveling
 AW0799.and adjusted by the National Geodetic Survey in June 1991..
 AW0799
 AW0799.The geoid height was determined by GEOID03.
 AW0799
 AW0799.The dynamic height is computed by dividing the NAVD 88
 AW0799.geopotential number by the normal gravity value computed on the
 AW0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0799.degrees latitude (g = 980.6199 gals.).
 AW0799
 AW0799.The modeled gravity was interpolated from observed gravity values.
 AW0799
 AW0799;                    North         East    Units  Estimated Accuracy
 AW0799;SPC TXSC     - 4,236,740.      936,510.      MT  (+/- 180 meters Scaled)
 AW0799
 AW0799                          SUPERSEDED SURVEY CONTROL
 AW0799
 AW0799  NGVD 29 (12/23/87)   34.084  (m)          111.82   (f) ADJUSTED    1 2
 AW0799
 AW0799.Superseded values are not recommended for survey control.
 AW0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0799.See file dsdata.txt to determine how the superseded data were derived.
 AW0799
 AW0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP572130(NAD 83)
 AW0799_MARKER: B = BOLT
 AW0799_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0799+WITH SETTING: PAVEMENT
 AW0799_SP_SET: TOWER FOUNDATION
 AW0799_STAMPING: J 1250 1978
 AW0799_MARK LOGO: NONE  
 AW0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0799+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW0799
 AW0799  HISTORY     - Date     Condition        Report By
 AW0799  HISTORY     - 1978     MONUMENTED       NGS
 AW0799  HISTORY     - 1986     GOOD             NGS
 AW0799  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW0799  HISTORY     - 20040712 GOOD             USPSQD
 AW0799  HISTORY     - 20051014 GOOD             USPSQD
 AW0799
 AW0799                          STATION DESCRIPTION
 AW0799
 AW0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0799'10.5 MI NW FROM HOUSTON.
 AW0799'10.5 MILES NORTHWEST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD FROM
 AW0799'THE UNDERPASS ON NORTH SHEPHERD DRIVE AT HOUSTON, 0.1 MILE SOUTHEAST
 AW0799'OF THE CROSSING OF PAVED FAIRBANKS-NORTH HOUSTON ROAD, SET IN THE
 AW0799'TOP OF THE WEST CORNER OF A 70 FOOT STEEL POWER POLE FOUNDATION
 AW0799'40 FEET NORTHEAST OF THE NORTHEAST MAIN RAIL.  NOTE=A 3 INCH BOLT
 AW0799'STAMPED J 1250 1978.
 AW0799
 AW0799                          STATION RECOVERY (1986)
 AW0799
 AW0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0799'RECOVERED IN GOOD CONDITION.
 AW0799
 AW0799                          STATION RECOVERY (1994)
 AW0799
 AW0799'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0799'MARK NOT FOUND.
 AW0799
 AW0799                          STATION RECOVERY (2004)
 AW0799
 AW0799'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0799'RECOVERED IN GOOD CONDITION.
 AW0799
 AW0799                          STATION RECOVERY (2005)
 AW0799
 AW0799'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0799'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0293 ***********************************************************************
 AW0293  DESIGNATION -  J 1251
 AW0293  PID         -  AW0293
 AW0293  STATE/COUNTY-  TX/HARRIS
 AW0293  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0293
 AW0293                         *CURRENT SURVEY CONTROL
 AW0293  ___________________________________________________________________
 AW0293* NAD 83(1986)-  29 47 05.     (N)    095 34 01.     (W)     SCALED    
 AW0293* NAVD 88     -        23.832  (meters)      78.19   (feet)  ADJUSTED  
 AW0293  ___________________________________________________________________
 AW0293  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0293  DYNAMIC HT  -          23.800 (meters)      78.08  (feet)  COMP
 AW0293  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 AW0293
 AW0293  VERT ORDER  -  FIRST     CLASS II
 AW0293
 AW0293.The horizontal coordinates were scaled from a topographic map and have
 AW0293.an estimated accuracy of +/- 6 seconds.
 AW0293
 AW0293.The orthometric height was determined by differential leveling
 AW0293.and adjusted by the National Geodetic Survey in June 1991..
 AW0293
 AW0293.The geoid height was determined by GEOID03.
 AW0293
 AW0293.The dynamic height is computed by dividing the NAVD 88
 AW0293.geopotential number by the normal gravity value computed on the
 AW0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0293.degrees latitude (g = 980.6199 gals.).
 AW0293
 AW0293.The modeled gravity was interpolated from observed gravity values.
 AW0293
 AW0293;                    North         East    Units  Estimated Accuracy
 AW0293;SPC TXSC     - 4,221,140.      931,870.      MT  (+/- 180 meters Scaled)
 AW0293
 AW0293                          SUPERSEDED SURVEY CONTROL
 AW0293
 AW0293  NGVD 29 (12/23/87)   23.826  (m)           78.17   (f) ADJUSTED    1 2
 AW0293
 AW0293.Superseded values are not recommended for survey control.
 AW0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0293.See file dsdata.txt to determine how the superseded data were derived.
 AW0293
 AW0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN518976(NAD 83)
 AW0293_MARKER: I = METAL ROD
 AW0293_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0293_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0293_STAMPING: J 1251 1978
 AW0293_MARK LOGO: NGS   
 AW0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0293+STABILITY: POSITION/ELEVATION WELL
 AW0293
 AW0293  HISTORY     - Date     Condition        Report By
 AW0293  HISTORY     - 1978     MONUMENTED       NGS
 AW0293  HISTORY     - 1981     GOOD             NGS
 AW0293  HISTORY     - 1983     GOOD             NGS
 AW0293  HISTORY     - 1986     GOOD             NGS
 AW0293  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0293  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0293  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW0293  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0293
 AW0293                          STATION DESCRIPTION
 AW0293
 AW0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0293'4.5 MI EAST FROM ADDICKS.
 AW0293'4.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0293'RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, 0.05 MILE SOUTHWEST
 AW0293'AND ACROSS OLD KATY ROAD AND THE RAILROAD TRACKS FROM THE
 AW0293'WEATHERFORD/DMC COMPANY, 0.02 MILE WEST OF WEST BELT DRIVE, 163 FEET
 AW0293'EAST AND ACROSS THE TRACK FROM MILE POLE 1071, 40 FEET SOUTH OF THE
 AW0293'SOUTH RAIL, 36 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND ACCESS
 AW0293'ROAD, AND 280 FEET WEST OF BENCH MARK K 1251.
 AW0293'NOTE=THE SLEEVE DEPTH IS 38 FEET.
 AW0293
 AW0293                          STATION RECOVERY (1981)
 AW0293
 AW0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0293'RECOVERED IN GOOD CONDITION.
 AW0293
 AW0293                          STATION RECOVERY (1983)
 AW0293
 AW0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0293'RECOVERED IN GOOD CONDITION.  NOTE, NO WITNESS
 AW0293'POST WAS RESET DUE TO MOWING IN THE AREA.
 AW0293
 AW0293                          STATION RECOVERY (1986)
 AW0293
 AW0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0293'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--3.2 M
 AW0293'(10.5 FT) SOUTHWEST OF BILLBOARD POLE UNIT NUMBER 413.
 AW0293
 AW0293                          STATION RECOVERY (1987)
 AW0293
 AW0293'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0293'MARK NOT FOUND.
 AW0293
 AW0293                          STATION RECOVERY (1989)
 AW0293
 AW0293'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0293'MARK NOT FOUND.
 AW0293
 AW0293                          STATION RECOVERY (1994)
 AW0293
 AW0293'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0293'MARK NOT FOUND.
 AW0293
 AW0293                          STATION RECOVERY (2004)
 AW0293
 AW0293'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2433 ***********************************************************************
 AX2433  DESIGNATION -  J 1252
 AX2433  PID         -  AX2433
 AX2433  STATE/COUNTY-  TX/AUSTIN
 AX2433  USGS QUAD   -  WALLIS (1980)
 AX2433
 AX2433                         *CURRENT SURVEY CONTROL
 AX2433  ___________________________________________________________________
 AX2433* NAD 83(1986)-  29 39 51.     (N)    096 06 38.     (W)     SCALED    
 AX2433* NAVD 88     -        43.42   (+/-2cm)     142.5    (feet)  VERTCON   
 AX2433  ___________________________________________________________________
 AX2433  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX2433
 AX2433  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2433
 AX2433.The horizontal coordinates were scaled from a topographic map and have
 AX2433.an estimated accuracy of +/- 6 seconds.
 AX2433
 AX2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2433.The vertical order pertains to the NGVD 29 superseded value.
 AX2433
 AX2433.The geoid height was determined by GEOID03.
 AX2433
 AX2433;                    North         East    Units  Estimated Accuracy
 AX2433;SPC TXSC     - 4,206,360.      879,660.      MT  (+/- 180 meters Scaled)
 AX2433
 AX2433                          SUPERSEDED SURVEY CONTROL
 AX2433
 AX2433  NGVD 29 (??/??/92)   43.412  (m)          142.43   (f) ADJ UNCH    1 1
 AX2433
 AX2433.Superseded values are not recommended for survey control.
 AX2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2433.See file dsdata.txt to determine how the superseded data were derived.
 AX2433
 AX2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT796850(NAD 83)
 AX2433_MARKER: DB = BENCH MARK DISK
 AX2433_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX2433_STAMPING: J 1252 1978
 AX2433_MARK LOGO: NGS   
 AX2433_PROJECTION: PROJECTING 8 CENTIMETERS
 AX2433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2433_ROD/PIPE-DEPTH:  9.8 meters
 AX2433
 AX2433  HISTORY     - Date     Condition        Report By
 AX2433  HISTORY     - 1978     MONUMENTED       NGS
 AX2433  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2433
 AX2433                          STATION DESCRIPTION
 AX2433
 AX2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AX2433'8.55 MI SOUTH OF SEALY.
 AX2433'8.55 MI SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 AX2433'STATION AT SEALY.  MARK IS LOCATED AT THE EAST CORNER OF A PRIVATE
 AX2433'DIRT ROAD CROSSING FOR A ROAD LEADING NORTH TO A PROPOSED NUCLEAR
 AX2433'POWER PLANT SITE AND A ROAD LEADING EAST, 98 FT NORTHEAST OF THE
 AX2433'NORTHEAST RAIL, 19 FT SOUTH OF THE CENTERLINE OF THE DIRT ROAD LEADING
 AX2433'EAST, 3.5 FT SOUTHWEST OF A FENCE CORNER POST FOR A FENCE RUNNING
 AX2433'SOUTHEAST AND NORTHWEST, AND A FENCE LEADING NORTHEAST, AND 2 FT
 AX2433'SOUTHEAST OF A POWER POLE THAT INTERSECTS A LINE RUNNING NORTHEAST
 AX2433'WITH THE MAIN LINE.  DISK IS LEVEL WITH THE GROUND, TO WHICH ACCESS IS
 AX2433'TO BE HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.  5 FT BELOW THE TRACKS.
 AX2433'1 FT NORTHWEST OF A WITNESS POST.
 AX2433'
 AX2433
 AX2433                          STATION RECOVERY (1988)
 AX2433
 AX2433'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AX2433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0321 ***********************************************************************
 AW0321  DESIGNATION -  J 1253
 AW0321  PID         -  AW0321
 AW0321  STATE/COUNTY-  TX/HARRIS
 AW0321  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0321
 AW0321                         *CURRENT SURVEY CONTROL
 AW0321  ___________________________________________________________________
 AW0321* NAD 83(1986)-  29 47 00.     (N)    095 26 42.     (W)     SCALED    
 AW0321* NAVD 88     -        18.939  (meters)      62.14   (feet)  ADJUSTED  
 AW0321  ___________________________________________________________________
 AW0321  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW0321  DYNAMIC HT  -          18.913 (meters)      62.05  (feet)  COMP
 AW0321  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0321
 AW0321  VERT ORDER  -  FIRST     CLASS II
 AW0321
 AW0321.The horizontal coordinates were scaled from a topographic map and have
 AW0321.an estimated accuracy of +/- 6 seconds.
 AW0321
 AW0321.The orthometric height was determined by differential leveling
 AW0321.and adjusted by the National Geodetic Survey in July 2002..
 AW0321
 AW0321.The geoid height was determined by GEOID03.
 AW0321
 AW0321.The dynamic height is computed by dividing the NAVD 88
 AW0321.geopotential number by the normal gravity value computed on the
 AW0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0321.degrees latitude (g = 980.6199 gals.).
 AW0321
 AW0321.The modeled gravity was interpolated from observed gravity values.
 AW0321
 AW0321;                    North         East    Units  Estimated Accuracy
 AW0321;SPC TXSC     - 4,221,340.      943,660.      MT  (+/- 180 meters Scaled)
 AW0321
 AW0321                          SUPERSEDED SURVEY CONTROL
 AW0321
 AW0321  NAVD 88 (06/15/91)   19.127  (m)           62.75   (f) UNKNOWN     1 2
 AW0321  NGVD 29 (12/23/87)   19.122  (m)           62.74   (f) ADJUSTED    1 2
 AW0321
 AW0321.Superseded values are not recommended for survey control.
 AW0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0321.See file dsdata.txt to determine how the superseded data were derived.
 AW0321
 AW0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN636972(NAD 83)
 AW0321_MARKER: I = METAL ROD
 AW0321_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0321_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0321_STAMPING: J 1253 1978
 AW0321_MARK LOGO: NGS   
 AW0321_PROJECTION: RECESSED 1 CENTIMETERS
 AW0321_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0321+STABILITY: POSITION/ELEVATION WELL
 AW0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0321+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0321_ROD/PIPE-DEPTH: 14.6 meters
 AW0321_SLEEVE-DEPTH  : 12.1 meters
 AW0321
 AW0321  HISTORY     - Date     Condition        Report By
 AW0321  HISTORY     - 1978     MONUMENTED       NGS
 AW0321  HISTORY     - 1981     GOOD             NGS
 AW0321  HISTORY     - 1983     GOOD             NGS
 AW0321  HISTORY     - 1986     GOOD             NGS
 AW0321  HISTORY     - 1987     GOOD             USPSQD
 AW0321  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0321  HISTORY     - 1991     GOOD             USPSQD
 AW0321  HISTORY     - 19931123 GOOD             USPSQD
 AW0321  HISTORY     - 19960204 GOOD             NGS
 AW0321
 AW0321                          STATION DESCRIPTION
 AW0321
 AW0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0321'5.9 MI WEST FROM HOUSTON.
 AW0321'ABOUT 5.75 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0321'THE SWITCH CONTROL BUILDING NUMBER 108 IN HOUSTON, AND THENCE 0.15
 AW0321'MILE EAST-SOUTHEAST ALONG KATY ROAD.  SET IN THE MEDIUM OF KATY
 AW0321'ROAD 29.5 FEET EAST OF BENCH MARK H 1253, 24 FEET SOUTH OF THE
 AW0321'CENTERLINE OF THE WEST BOUND LANES OF KATY ROAD, AND 21.5 FEET NORTH
 AW0321'OF THE CENTERLINE OF THE EAST BOUND LANES OF KATY ROAD.  SLEEVE
 AW0321'DEPTH IS 40 FEET, MARK IS BELOW THE GROUND, ACCESS TO WHICH CAN BE
 AW0321'HAD THROUGH A METAL ACCESS CAP.
 AW0321
 AW0321                          STATION RECOVERY (1981)
 AW0321
 AW0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0321'RECOVERED IN GOOD CONDITION.
 AW0321
 AW0321                          STATION RECOVERY (1983)
 AW0321
 AW0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0321'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0321'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0321'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0321'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0321'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 9.3 KM (5.8 MI) WEST-NORTHWEST
 AW0321'ALONG THE RAILROAD, THENCE 0.2 KM (0.1 MI) EAST-SOUTHEAST ALONG KATY
 AW0321'ROAD TO THE MARK, SET IN THE MEDIAN, 8.9 METERS (29.5 FT) EAST OF
 AW0321'BENCH MARK H 1253, 7.3 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF THE
 AW0321'WESTBOUND LANES OF THE ROAD, AND 6.5 METERS (21.5 FT) NORTH OF THE
 AW0321'CENTERLINE OF THE EASTBOUND LANES OF THE ROAD.
 AW0321'THE MARK IS 0.3 M ABOVE ROAD.
 AW0321
 AW0321                          STATION RECOVERY (1986)
 AW0321
 AW0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0321'RECOVERED IN GOOD CONDITION.
 AW0321
 AW0321                          STATION RECOVERY (1987)
 AW0321
 AW0321'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0321'RECOVERED IN GOOD CONDITION.
 AW0321
 AW0321                          STATION RECOVERY (1990)
 AW0321
 AW0321'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW0321'MARK NOT FOUND.
 AW0321
 AW0321                          STATION RECOVERY (1991)
 AW0321
 AW0321'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AW0321'RECOVERED IN GOOD CONDITION.
 AW0321
 AW0321                          STATION RECOVERY (1993)
 AW0321
 AW0321'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0321'RECOVERED IN GOOD CONDITION.
 AW0321
 AW0321                          STATION RECOVERY (1996)
 AW0321
 AW0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0321'1.7 KM (1.05 MI) WESTERLY ALONG KATY ROAD FROM THE JUNCTION OF
 AW0321'INTERSTATE HIGHWAY 10 IN HOUSTON, IN THE MEDIAN OF THE ROAD, 30.2 M
 AW0321'(99.1 FT) WEST OF BENCH MARK K 1253, 8.9 M (29.2 FT) EAST OF BENCH
 AW0321'MARK H 1253, 2.8 M (9.2 FT) NORTH OF THE NORTH CURB OF THE EASTBOUND
 AW0321'LANES OF THE ROAD, 1.6 M (5.2 FT) WEST OF THE EXTENDED CENTER OF THE
 AW0321'CENTER 1 OF 3 DRIVEWAYS LEADING TO THE WALKER ZANGER BUILDING, AND 0.3
 AW0321'M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 AW0321'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1843 ***********************************************************************
 AW1843  DESIGNATION -  J 1254
 AW1843  PID         -  AW1843
 AW1843  STATE/COUNTY-  TX/HARRIS
 AW1843  USGS QUAD   -  WARREN LAKE (1980)
 AW1843
 AW1843                         *CURRENT SURVEY CONTROL
 AW1843  ___________________________________________________________________
 AW1843* NAD 83(1986)-  29 59 35.     (N)    095 45 21.     (W)     SCALED    
 AW1843* NAVD 88     -        51.157  (meters)     167.84   (feet)  ADJUSTED  
 AW1843  ___________________________________________________________________
 AW1843  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1843  DYNAMIC HT  -          51.087 (meters)     167.61  (feet)  COMP
 AW1843  MODELED GRAV-     979,284.7   (mgal)                       NAVD 88
 AW1843
 AW1843  VERT ORDER  -  FIRST     CLASS II
 AW1843
 AW1843.The horizontal coordinates were scaled from a topographic map and have
 AW1843.an estimated accuracy of +/- 6 seconds.
 AW1843
 AW1843.The orthometric height was determined by differential leveling
 AW1843.and adjusted by the National Geodetic Survey in June 1991..
 AW1843
 AW1843.The geoid height was determined by GEOID03.
 AW1843
 AW1843.The dynamic height is computed by dividing the NAVD 88
 AW1843.geopotential number by the normal gravity value computed on the
 AW1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1843.degrees latitude (g = 980.6199 gals.).
 AW1843
 AW1843.The modeled gravity was interpolated from observed gravity values.
 AW1843
 AW1843;                    North         East    Units  Estimated Accuracy
 AW1843;SPC TXSC     - 4,243,700.      912,980.      MT  (+/- 180 meters Scaled)
 AW1843
 AW1843                          SUPERSEDED SURVEY CONTROL
 AW1843
 AW1843  NGVD 29 (12/23/87)   51.150  (m)          167.81   (f) ADJUSTED    1 2
 AW1843
 AW1843.Superseded values are not recommended for survey control.
 AW1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1843.See file dsdata.txt to determine how the superseded data were derived.
 AW1843
 AW1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP341212(NAD 83)
 AW1843_MARKER: I = METAL ROD
 AW1843_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1843_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1843_STAMPING: J 1254 1978
 AW1843_MARK LOGO: NGS   
 AW1843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1843+STABILITY: POSITION/ELEVATION WELL
 AW1843
 AW1843  HISTORY     - Date     Condition        Report By
 AW1843  HISTORY     - 1978     MONUMENTED       NGS
 AW1843  HISTORY     - 1981     GOOD             NGS
 AW1843  HISTORY     - 1986     GOOD             NGS
 AW1843  HISTORY     - 1987     GOOD             USPSQD
 AW1843  HISTORY     - 1990     GOOD             USPSQD
 AW1843  HISTORY     - 19940205 GOOD             USPSQD
 AW1843
 AW1843                          STATION DESCRIPTION
 AW1843
 AW1843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1843'3.8 MI NW FROM CYPRESS.
 AW1843'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1843'CYPRESS SPRING ROAD IN CYPRESS, 52.9 FEET NORTHWEST OF BENCH MARK
 AW1843'H 1254, 50.7 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 45 FEET
 AW1843'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 AW1843'SLEEVE IS SET AT A DEPTH OF 40 FEET.
 AW1843
 AW1843                          STATION RECOVERY (1981)
 AW1843
 AW1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1843'RECOVERED IN GOOD CONDITION.
 AW1843
 AW1843                          STATION RECOVERY (1986)
 AW1843
 AW1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1843'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  1.3 M (4.3
 AW1843'FT) NORTHEAST OF A WITNESS POST.
 AW1843
 AW1843                          STATION RECOVERY (1987)
 AW1843
 AW1843'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1843'RECOVERED IN GOOD CONDITION.
 AW1843
 AW1843                          STATION RECOVERY (1990)
 AW1843
 AW1843'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1843'RECOVERED IN GOOD CONDITION.
 AW1843
 AW1843                          STATION RECOVERY (1994)
 AW1843
 AW1843'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0110 ***********************************************************************
 AW0110  DESIGNATION -  J 1255
 AW0110  PID         -  AW0110
 AW0110  STATE/COUNTY-  TX/BRAZORIA
 AW0110  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW0110
 AW0110                         *CURRENT SURVEY CONTROL
 AW0110  ___________________________________________________________________
 AW0110* NAD 83(1986)-  29 01 03.     (N)    095 12 04.     (W)     SCALED    
 AW0110* NAVD 88     -         2.30   (+/-2cm)       7.5    (feet)  VERTCON   
 AW0110  ___________________________________________________________________
 AW0110  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AW0110
 AW0110  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0110
 AW0110.The horizontal coordinates were scaled from a topographic map and have
 AW0110.an estimated accuracy of +/- 6 seconds.
 AW0110
 AW0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0110.The vertical order pertains to the NGVD 29 superseded value.
 AW0110
 AW0110.The geoid height was determined by GEOID03.
 AW0110
 AW0110;                    North         East    Units  Estimated Accuracy
 AW0110;SPC TXSC     - 4,137,250.      969,990.      MT  (+/- 180 meters Scaled)
 AW0110
 AW0110                          SUPERSEDED SURVEY CONTROL
 AW0110
 AW0110  NGVD 29 (??/??/92)    2.308  (m)            7.57   (f) ADJ UNCH    1 1
 AW0110
 AW0110.Superseded values are not recommended for survey control.
 AW0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0110.See file dsdata.txt to determine how the superseded data were derived.
 AW0110
 AW0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN856119(NAD 83)
 AW0110_MARKER: DB = BENCH MARK DISK
 AW0110_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0110_SP_SET: STAINLESS STEEL ROD
 AW0110_STAMPING: J 1255 1978
 AW0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0110+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AW0110
 AW0110  HISTORY     - Date     Condition        Report By
 AW0110  HISTORY     - 1978     MONUMENTED       NGS
 AW0110  HISTORY     - 1988     GOOD             USPSQD
 AW0110  HISTORY     - 1989     GOOD             USPSQD
 AW0110  HISTORY     - 1989     GOOD             USPSQD
 AW0110  HISTORY     - 1990     GOOD             USPSQD
 AW0110  HISTORY     - 19910518 GOOD             USPSQD
 AW0110  HISTORY     - 19960420 GOOD             USPSQD
 AW0110  HISTORY     - 20020427 GOOD             USPS
 AW0110  HISTORY     - 20040209 GOOD             USPSQD
 AW0110  HISTORY     - 20050215 GOOD             USPSQD
 AW0110
 AW0110                          STATION DESCRIPTION
 AW0110
 AW0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0110'7.3 MI NE FROM SURFSIDE.
 AW0110'7.3 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF
 AW0110'STATE HIGHWAY 332 IN SURFSIDE, ALSO 6.5 MILES SOUTHWEST OF THE
 AW0110'SOUTHWEST END OF SAN LUIS PASS BRIDGE AND BM Y 1237, 57 FT
 AW0110'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3 FT NORTHEAST
 AW0110'OF A POWERLINE POLE, 0.1 MILE NORTHEAST OF A SAND ROAD LEADING
 AW0110'SOUTHEAST TO THE BEACH.
 AW0110
 AW0110                          STATION RECOVERY (1988)
 AW0110
 AW0110'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0110'RECOVERED IN GOOD CONDITION.
 AW0110
 AW0110                          STATION RECOVERY (1989)
 AW0110
 AW0110'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0110'RECOVERED IN GOOD CONDITION.
 AW0110
 AW0110                          STATION RECOVERY (1989)
 AW0110
 AW0110'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0110'RECOVERED IN GOOD CONDITION.
 AW0110
 AW0110                          STATION RECOVERY (1990)
 AW0110
 AW0110'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0110'RECOVERED IN GOOD CONDITION.
 AW0110
 AW0110                          STATION RECOVERY (1991)
 AW0110
 AW0110'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0110'RECOVERED IN GOOD CONDITION.
 AW0110
 AW0110                          STATION RECOVERY (1996)
 AW0110
 AW0110'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0110'RECOVERED IN GOOD CONDITION.
 AW0110
 AW0110                          STATION RECOVERY (2002)
 AW0110
 AW0110'RECOVERY NOTE BY US POSTAL SERVICE 2002
 AW0110'RECOVERED IN GOOD CONDITION.
 AW0110
 AW0110                          STATION RECOVERY (2004)
 AW0110
 AW0110'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0110'GO TO N 29 01 04.5  W 095 12 03.8
 AW0110
 AW0110                          STATION RECOVERY (2005)
 AW0110
 AW0110'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0123 ***********************************************************************
 AM0123  DESIGNATION -  J 1256
 AM0123  PID         -  AM0123
 AM0123  STATE/COUNTY-  TX/MATAGORDA
 AM0123  USGS QUAD   -  WADSWORTH (1972)
 AM0123
 AM0123                         *CURRENT SURVEY CONTROL
 AM0123  ___________________________________________________________________
 AM0123* NAD 83(1986)-  28 52 19.     (N)    095 56 57.     (W)     SCALED    
 AM0123* NAVD 88     -        10.72   (+/-2cm)      35.2    (feet)  VERTCON   
 AM0123  ___________________________________________________________________
 AM0123  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AM0123
 AM0123  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0123
 AM0123.The horizontal coordinates were scaled from a topographic map and have
 AM0123.an estimated accuracy of +/- 6 seconds.
 AM0123
 AM0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0123.The vertical order pertains to the NGVD 29 superseded value.
 AM0123
 AM0123.The geoid height was determined by GEOID03.
 AM0123
 AM0123;                    North         East    Units  Estimated Accuracy
 AM0123;SPC TXSC     - 4,118,990.      897,570.      MT  (+/- 180 meters Scaled)
 AM0123
 AM0123                          SUPERSEDED SURVEY CONTROL
 AM0123
 AM0123  NGVD 29 (??/??/92)   10.757  (m)           35.29   (f) ADJ UNCH    1 1
 AM0123
 AM0123.Superseded values are not recommended for survey control.
 AM0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0123.See file dsdata.txt to determine how the superseded data were derived.
 AM0123
 AM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM123973(NAD 83)
 AM0123_MARKER: DB = BENCH MARK DISK
 AM0123_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0123_SP_SET: STAINLESS STEEL ROD
 AM0123_STAMPING: J 1256 1978
 AM0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0123+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0123
 AM0123  HISTORY     - Date     Condition        Report By
 AM0123  HISTORY     - 1978     MONUMENTED       NGS
 AM0123  HISTORY     - 19981115 POOR             USPSQD
 AM0123  HISTORY     - 20060316 GOOD             USPSQD
 AM0123
 AM0123                          STATION DESCRIPTION
 AM0123
 AM0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0123'2.8 MI NORTH FROM WADSWORTH.
 AM0123'2.8 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE AT
 AM0123'WADSWORTH, 137 FT NORTH OF THE CENTER OF A CATTLE GUARD AND THE
 AM0123'CENTER LINE OF A SHELL ROAD LEADING WEST, 48 FT WEST OF THE CENTER
 AM0123'LINE OF THE HIGHWAY, 23 FT SOUTH OF THE CENTER OF A GATE, 1 FOOT
 AM0123'EAST OF A FENCE, DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 36 FEET.
 AM0123
 AM0123                          STATION RECOVERY (1998)
 AM0123
 AM0123'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0123'MARK RECOVERED IN POOR CONDITION.
 AM0123
 AM0123                          STATION RECOVERY (2006)
 AM0123
 AM0123'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0123'FOUND AS DESCRIBED. GO TO N28 52 19.1 W095 56 56.3. IT IS 2 FOOT NORTH
 AM0123'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1830 ***********************************************************************
 AN1830  DESIGNATION -  J 1257
 AN1830  PID         -  AN1830
 AN1830  STATE/COUNTY-  TX/REFUGIO
 AN1830  USGS QUAD   -  MC FADDIN (1987)
 AN1830
 AN1830                         *CURRENT SURVEY CONTROL
 AN1830  ___________________________________________________________________
 AN1830* NAD 83(1986)-  28 30 55.     (N)    097 03 13.     (W)     SCALED    
 AN1830* NAVD 88     -        22.992  (meters)      75.43   (feet)  ADJUSTED  
 AN1830  ___________________________________________________________________
 AN1830  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1830  DYNAMIC HT  -          22.958 (meters)      75.32  (feet)  COMP
 AN1830  MODELED GRAV-     979,173.3   (mgal)                       NAVD 88
 AN1830
 AN1830  VERT ORDER  -  FIRST     CLASS I
 AN1830
 AN1830.The horizontal coordinates were scaled from a topographic map and have
 AN1830.an estimated accuracy of +/- 6 seconds.
 AN1830
 AN1830.The orthometric height was determined by differential leveling
 AN1830.and adjusted by the National Geodetic Survey in June 1991..
 AN1830
 AN1830.The geoid height was determined by GEOID03.
 AN1830
 AN1830.The dynamic height is computed by dividing the NAVD 88
 AN1830.geopotential number by the normal gravity value computed on the
 AN1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1830.degrees latitude (g = 980.6199 gals.).
 AN1830
 AN1830.The modeled gravity was interpolated from observed gravity values.
 AN1830
 AN1830;                    North         East    Units  Estimated Accuracy
 AN1830;SPC TXSC     - 4,077,170.      790,520.      MT  (+/- 180 meters Scaled)
 AN1830
 AN1830                          SUPERSEDED SURVEY CONTROL
 AN1830
 AN1830  NGVD 29 (??/??/92)   23.133  (m)           75.90   (f) ADJ UNCH    1 1
 AN1830
 AN1830.Superseded values are not recommended for survey control.
 AN1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1830.See file dsdata.txt to determine how the superseded data were derived.
 AN1830
 AN1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS904558(NAD 83)
 AN1830_MARKER: DB = BENCH MARK DISK
 AN1830_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1830_SP_SET: STAINLESS STEEL ROD
 AN1830_STAMPING: J 1257 1978
 AN1830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1830
 AN1830  HISTORY     - Date     Condition        Report By
 AN1830  HISTORY     - 1978     MONUMENTED       NGS
 AN1830
 AN1830                          STATION DESCRIPTION
 AN1830
 AN1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1830'3.8 MI SW FROM MCFADDIN.
 AN1830'3.8 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN1830'POST OFFICE AT MCFADDIN, 47 FT NORTHWEST OF THE NORTHWEST RAIL, 12
 AN1830'FT NORTHEAST OF THE CENTER OF A METAL GATE, 37 FT NORTH OF A RAILROAD
 AN1830'SIGNAL BOX, 12 FT NORTHEAST OF THE CENTER OF A PRIVATE GRAVEL ROAD
 AN1830'ENTRANCE, 1 FT NORTHEAST OF A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1810 ***********************************************************************
 AN1810  DESIGNATION -  J 1258
 AN1810  PID         -  AN1810
 AN1810  STATE/COUNTY-  TX/JACKSON
 AN1810  USGS QUAD   -  LA WARD (1995)
 AN1810
 AN1810                         *CURRENT SURVEY CONTROL
 AN1810  ___________________________________________________________________
 AN1810* NAD 83(1986)-  28 50 35.     (N)    096 25 34.     (W)     SCALED    
 AN1810* NAVD 88     -         9.33   (+/-2cm)      30.6    (feet)  VERTCON   
 AN1810  ___________________________________________________________________
 AN1810  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN1810
 AN1810  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN1810
 AN1810.The horizontal coordinates were scaled from a topographic map and have
 AN1810.an estimated accuracy of +/- 6 seconds.
 AN1810
 AN1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1810.The vertical order pertains to the NGVD 29 superseded value.
 AN1810
 AN1810.The geoid height was determined by GEOID03.
 AN1810
 AN1810;                    North         East    Units  Estimated Accuracy
 AN1810;SPC TXSC     - 4,114,670.      851,130.      MT  (+/- 180 meters Scaled)
 AN1810
 AN1810                          SUPERSEDED SURVEY CONTROL
 AN1810
 AN1810  NGVD 29 (??/??/92)    9.390  (m)           30.81   (f) ADJ UNCH    1 1
 AN1810
 AN1810.Superseded values are not recommended for survey control.
 AN1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1810.See file dsdata.txt to determine how the superseded data were derived.
 AN1810
 AN1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS511933(NAD 83)
 AN1810_MARKER: DB = BENCH MARK DISK
 AN1810_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1810_SP_SET: STAINLESS STEEL ROD
 AN1810_STAMPING: J 1258 1978
 AN1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1810
 AN1810  HISTORY     - Date     Condition        Report By
 AN1810  HISTORY     - 1978     MONUMENTED       NGS
 AN1810  HISTORY     - 1991     GOOD             USPSQD
 AN1810
 AN1810                          STATION DESCRIPTION
 AN1810
 AN1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1810'2.3 MI EAST FROM LA WARD.
 AN1810'2.3 MILES EAST ALONG FARM ROAD 616 FROM THE JUNCTION WITH STATE
 AN1810'HIGHWAY 172 AT LA WARD, 62 FEET NORTH OF THE CENTER LINE OF FARM
 AN1810'ROAD 616, 42 FEET SOUTH OF THE SOUTH RAIL, 2 FEET EAST OF A POWER
 AN1810'LINE POLE AND 340 FEET EAST OF BENCH MARK X 761.
 AN1810
 AN1810                          STATION RECOVERY (1991)
 AN1810
 AN1810'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0078 ***********************************************************************
 AO0078  DESIGNATION -  J 126
 AO0078  PID         -  AO0078
 AO0078  STATE/COUNTY-  TX/LIVE OAK
 AO0078  USGS QUAD   -  THREE RIVERS (1984)
 AO0078
 AO0078                         *CURRENT SURVEY CONTROL
 AO0078  ___________________________________________________________________
 AO0078* NAD 83(1986)-  28 27 03.     (N)    098 10 57.     (W)     SCALED    
 AO0078* NAVD 88     -        46.540  (meters)     152.69   (feet)  ADJUSTED  
 AO0078  ___________________________________________________________________
 AO0078  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AO0078  DYNAMIC HT  -          46.472 (meters)     152.47  (feet)  COMP
 AO0078  MODELED GRAV-     979,171.6   (mgal)                       NAVD 88
 AO0078
 AO0078  VERT ORDER  -  SECOND    CLASS 0
 AO0078
 AO0078.The horizontal coordinates were scaled from a topographic map and have
 AO0078.an estimated accuracy of +/- 6 seconds.
 AO0078
 AO0078.The orthometric height was determined by differential leveling
 AO0078.and adjusted by the National Geodetic Survey in June 1991..
 AO0078
 AO0078.The geoid height was determined by GEOID03.
 AO0078
 AO0078.The dynamic height is computed by dividing the NAVD 88
 AO0078.geopotential number by the normal gravity value computed on the
 AO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0078.degrees latitude (g = 980.6199 gals.).
 AO0078
 AO0078.The modeled gravity was interpolated from observed gravity values.
 AO0078
 AO0078;                    North         East    Units  Estimated Accuracy
 AO0078;SPC TXSC     - 4,068,720.      680,070.      MT  (+/- 180 meters Scaled)
 AO0078
 AO0078                          SUPERSEDED SURVEY CONTROL
 AO0078
 AO0078  NGVD 29 (??/??/92)   46.518  (m)          152.62   (f) ADJ UNCH    2 0
 AO0078
 AO0078.Superseded values are not recommended for survey control.
 AO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0078.See file dsdata.txt to determine how the superseded data were derived.
 AO0078
 AO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS800474(NAD 83)
 AO0078_MARKER: DB = BENCH MARK DISK
 AO0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0078_SP_SET: HUB GUARD
 AO0078_STAMPING: 152.644 J 126 1933
 AO0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0078
 AO0078  HISTORY     - Date     Condition        Report By
 AO0078  HISTORY     - 1933     MONUMENTED       CGS
 AO0078  HISTORY     - 1934     GOOD             NGS
 AO0078
 AO0078                          STATION DESCRIPTION
 AO0078
 AO0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0078'0.5 MI S FROM THREE RIVERS.
 AO0078'0.5 MILE SOUTH ALONG THE THREE RIVERS-GEORGE WEST HIGHWAY FROM THREE
 AO0078'RIVERS, LIVE OAK COUNTY, AT A CONCRETE DECK BRIDGE, AND IN THE TOP OF
 AO0078'THE NORTH END OF THE WEST CONCRETE HUB GUARD.  A STANDARD DISK,
 AO0078'STAMPED 152.644 J 126 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0112 ***********************************************************************
 AO0112  DESIGNATION -  J 127
 AO0112  PID         -  AO0112
 AO0112  STATE/COUNTY-  TX/MCMULLEN
 AO0112  USGS QUAD   -  ROCKAWAY CREEK (1969)
 AO0112
 AO0112                         *CURRENT SURVEY CONTROL
 AO0112  ___________________________________________________________________
 AO0112* NAD 83(1986)-  28 24 40.     (N)    098 39 38.     (W)     SCALED    
 AO0112* NAVD 88     -        88.158  (meters)     289.23   (feet)  ADJUSTED  
 AO0112  ___________________________________________________________________
 AO0112  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AO0112  DYNAMIC HT  -          88.026 (meters)     288.80  (feet)  COMP
 AO0112  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 AO0112
 AO0112  VERT ORDER  -  SECOND    CLASS 0
 AO0112
 AO0112.The horizontal coordinates were scaled from a topographic map and have
 AO0112.an estimated accuracy of +/- 6 seconds.
 AO0112
 AO0112.The orthometric height was determined by differential leveling
 AO0112.and adjusted by the National Geodetic Survey in June 1991..
 AO0112
 AO0112.The geoid height was determined by GEOID03.
 AO0112
 AO0112.The dynamic height is computed by dividing the NAVD 88
 AO0112.geopotential number by the normal gravity value computed on the
 AO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0112.degrees latitude (g = 980.6199 gals.).
 AO0112
 AO0112.The modeled gravity was interpolated from observed gravity values.
 AO0112
 AO0112;                    North         East    Units  Estimated Accuracy
 AO0112;SPC TXSC     - 4,064,080.      633,260.      MT  (+/- 180 meters Scaled)
 AO0112
 AO0112                          SUPERSEDED SURVEY CONTROL
 AO0112
 AO0112  NGVD 29 (??/??/92)   88.122  (m)          289.11   (f) ADJ UNCH    2 0
 AO0112
 AO0112.Superseded values are not recommended for survey control.
 AO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0112.See file dsdata.txt to determine how the superseded data were derived.
 AO0112
 AO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS332427(NAD 83)
 AO0112_MARKER: DB = BENCH MARK DISK
 AO0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0112_STAMPING: 289.084 J-127 1933
 AO0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0112+STABILITY: SURFACE MOTION
 AO0112
 AO0112  HISTORY     - Date     Condition        Report By
 AO0112  HISTORY     - 1933     MONUMENTED       CGS
 AO0112  HISTORY     - 1952     GOOD             USGS
 AO0112
 AO0112                          STATION DESCRIPTION
 AO0112
 AO0112'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0112'12.7 MI E FROM FOWLERTON.
 AO0112'IN MCMULLEN COUNTY, ABOUT 2.0 MILES SE. ALONG COUNTY ROAD KNOWN AS
 AO0112'CAMERON LANE FROM FOWLERTON, LASALLE COUNTY, THENCE 10.7 MILES E.
 AO0112'ALONG COUNTY ROAD FROM FOWLERTON TO TILDEN, ON SUMMIT OF A SMALL RISE,
 AO0112'AT A CURVE IN THE ROAD FROM W. TO NW. IN LINE WITH THE PROLONGATION OF
 AO0112'THE CENTER LINE OF THE E. AND W. TANGENT, AND 30 FT. S. OF THE CENTER
 AO0112'LINE OF THE ROAD.  A STANDARD DISK, STAMPED 289.084 J 127 1933 AND SET
 AO0112'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0077 ***********************************************************************
 AH0077  DESIGNATION -  J 1271
 AH0077  PID         -  AH0077
 AH0077  STATE/COUNTY-  TX/NUECES
 AH0077  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0077
 AH0077                         *CURRENT SURVEY CONTROL
 AH0077  ___________________________________________________________________
 AH0077* NAD 83(1986)-  27 47 10.     (N)    097 26 16.     (W)     SCALED    
 AH0077* NAVD 88     -        12.945  (meters)      42.47   (feet)  ADJUSTED  
 AH0077  ___________________________________________________________________
 AH0077  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH0077  DYNAMIC HT  -          12.926 (meters)      42.41  (feet)  COMP
 AH0077  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 AH0077
 AH0077  VERT ORDER  -  FIRST     CLASS I
 AH0077
 AH0077.The horizontal coordinates were scaled from a topographic map and have
 AH0077.an estimated accuracy of +/- 6 seconds.
 AH0077
 AH0077.The orthometric height was determined by differential leveling
 AH0077.and adjusted by the National Geodetic Survey in June 1991..
 AH0077
 AH0077.The geoid height was determined by GEOID03.
 AH0077
 AH0077.The dynamic height is computed by dividing the NAVD 88
 AH0077.geopotential number by the normal gravity value computed on the
 AH0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0077.degrees latitude (g = 980.6199 gals.).
 AH0077
 AH0077.The modeled gravity was interpolated from observed gravity values.
 AH0077
 AH0077;                    North         East    Units  Estimated Accuracy
 AH0077;SPC TX S     - 5,235,270.      404,690.      MT  (+/- 180 meters Scaled)
 AH0077
 AH0077                          SUPERSEDED SURVEY CONTROL
 AH0077
 AH0077.No superseded survey control is available for this station.
 AH0077
 AH0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR539744(NAD 83)
 AH0077_MARKER: DB = BENCH MARK DISK
 AH0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0077_SP_SET: HEADWALL
 AH0077_STAMPING: J 1271 1978
 AH0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0077
 AH0077  HISTORY     - Date     Condition        Report By
 AH0077  HISTORY     - 1978     MONUMENTED       NGS
 AH0077  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0077
 AH0077                          STATION DESCRIPTION
 AH0077
 AH0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0077'IN CORPUS CHRISTI.
 AH0077'AT CORPUS CHRISTI, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 AH0077'STATE HIGHWAY 44 AND OLD ROBSTOWN ROAD, SET IN THE TOP OF AND 0.6
 AH0077'FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL OF A CONCRETE
 AH0077'CATCH BASIN, 62 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 41 FEET
 AH0077'WEST OF THE CENTERLINE OF THE ROAD, 14 FEET NORTH OF THE CENTER OF
 AH0077'THE PACIFIC SOUTHERN RAILROAD AND 10 FEET NORTHWEST OF A RAILROAD
 AH0077'SIGNAL.
 AH0077
 AH0077                          STATION RECOVERY (2001)
 AH0077
 AH0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0077'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0019 ***********************************************************************
 AH0019  DESIGNATION -  J 1272
 AH0019  PID         -  AH0019
 AH0019  STATE/COUNTY-  TX/NUECES
 AH0019  USGS QUAD   -  ROBSTOWN (1975)
 AH0019
 AH0019                         *CURRENT SURVEY CONTROL
 AH0019  ___________________________________________________________________
 AH0019* NAD 83(1986)-  27 49 44.     (N)    097 38 05.     (W)     SCALED    
 AH0019* NAVD 88     -        22.493  (meters)      73.80   (feet)  ADJUSTED  
 AH0019  ___________________________________________________________________
 AH0019  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AH0019  DYNAMIC HT  -          22.459 (meters)      73.68  (feet)  COMP
 AH0019  MODELED GRAV-     979,122.3   (mgal)                       NAVD 88
 AH0019
 AH0019  VERT ORDER  -  FIRST     CLASS I
 AH0019
 AH0019.The horizontal coordinates were scaled from a topographic map and have
 AH0019.an estimated accuracy of +/- 6 seconds.
 AH0019
 AH0019.The orthometric height was determined by differential leveling
 AH0019.and adjusted by the National Geodetic Survey in June 1991..
 AH0019
 AH0019.The geoid height was determined by GEOID03.
 AH0019
 AH0019.The dynamic height is computed by dividing the NAVD 88
 AH0019.geopotential number by the normal gravity value computed on the
 AH0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0019.degrees latitude (g = 980.6199 gals.).
 AH0019
 AH0019.The modeled gravity was interpolated from observed gravity values.
 AH0019
 AH0019;                    North         East    Units  Estimated Accuracy
 AH0019;SPC TX S     - 5,239,860.      385,240.      MT  (+/- 180 meters Scaled)
 AH0019
 AH0019                          SUPERSEDED SURVEY CONTROL
 AH0019
 AH0019  NGVD 29 (??/??/92)   22.633  (m)           74.26   (f) ADJ UNCH    1 1
 AH0019
 AH0019.Superseded values are not recommended for survey control.
 AH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0019.See file dsdata.txt to determine how the superseded data were derived.
 AH0019
 AH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR344789(NAD 83)
 AH0019_MARKER: DB = BENCH MARK DISK
 AH0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0019_SP_SET: HEADWALL
 AH0019_STAMPING: J 1272 1978
 AH0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0019
 AH0019  HISTORY     - Date     Condition        Report By
 AH0019  HISTORY     - 1978     MONUMENTED       NGS
 AH0019  HISTORY     - 20010331 POOR             NGS
 AH0019
 AH0019                          STATION DESCRIPTION
 AH0019
 AH0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0019'3.5 MI NE FROM ROBSTOWN.
 AH0019'3.5 MILES NORTHEAST ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF
 AH0019'STATE HIGHWAY 44 IN ROBSTOWN, SET IN THE TOP OF AND 1.8 FEET SOUTHWEST
 AH0019'OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A MULTI-BOX
 AH0019'CULVERT, 0.1 MILE SOUTHWEST OF COUNTY ROAD 48, 32 FEET NORTHWEST
 AH0019'OF THE CENTER OF THE HIGHWAY.
 AH0019
 AH0019                          STATION RECOVERY (2001)
 AH0019
 AH0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0019'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0104 ***********************************************************************
 AW0104  DESIGNATION -  J 1273
 AW0104  PID         -  AW0104
 AW0104  STATE/COUNTY-  TX/BRAZORIA
 AW0104  USGS QUAD   -  BRAZORIA (1952)
 AW0104
 AW0104                         *CURRENT SURVEY CONTROL
 AW0104  ___________________________________________________________________
 AW0104* NAD 83(1986)-  29 01 34.     (N)    095 33 41.     (W)     SCALED    
 AW0104* NAVD 88     -         7.49   (+/-2cm)      24.6    (feet)  VERTCON   
 AW0104  ___________________________________________________________________
 AW0104  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0104
 AW0104  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0104
 AW0104.The horizontal coordinates were scaled from a topographic map and have
 AW0104.an estimated accuracy of +/- 6 seconds.
 AW0104
 AW0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0104.The vertical order pertains to the NGVD 29 superseded value.
 AW0104
 AW0104.The geoid height was determined by GEOID03.
 AW0104
 AW0104;                    North         East    Units  Estimated Accuracy
 AW0104;SPC TXSC     - 4,137,120.      934,880.      MT  (+/- 180 meters Scaled)
 AW0104
 AW0104                          SUPERSEDED SURVEY CONTROL
 AW0104
 AW0104  NGVD 29 (??/??/92)    7.513  (m)           24.65   (f) ADJ UNCH    1 1
 AW0104
 AW0104.Superseded values are not recommended for survey control.
 AW0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0104.See file dsdata.txt to determine how the superseded data were derived.
 AW0104
 AW0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN505135(NAD 83)
 AW0104_MARKER: DB = BENCH MARK DISK
 AW0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0104_SP_SET: MULTI-BOX CULVERT
 AW0104_STAMPING: J 1273 1978
 AW0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0104
 AW0104  HISTORY     - Date     Condition        Report By
 AW0104  HISTORY     - 1978     MONUMENTED       NGS
 AW0104  HISTORY     - 19940416 GOOD             USPSQD
 AW0104  HISTORY     - 20010428 MARK NOT FOUND   USPSQD
 AW0104
 AW0104                          STATION DESCRIPTION
 AW0104
 AW0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0104'1.5 MI SE FROM BRAZORIA.
 AW0104'1.5 MILES SOUTHEAST ALONG HIGHWAY 36 FROM THE RAILROAD CROSSING IN
 AW0104'BRAZORIA, SET IN TOP AND 1.0 FT SOUTHWEAST OF THE NORTHWEST
 AW0104'END OF THE SOUTHWEST HEADWALL OF A MULTI-BOX CULVERT.
 AW0104
 AW0104                          STATION RECOVERY (1994)
 AW0104
 AW0104'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0104'RECOVERED IN GOOD CONDITION.
 AW0104
 AW0104                          STATION RECOVERY (2001)
 AW0104
 AW0104'RECOVERY NOTE BY US POWER SQUADRON 2001
 AW0104'MARKER WITH TX DOT MARKINGS FOUND AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0010 ***********************************************************************
 AW0010  DESIGNATION -  J 1274
 AW0010  PID         -  AW0010
 AW0010  STATE/COUNTY-  TX/BRAZORIA
 AW0010  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0010
 AW0010                         *CURRENT SURVEY CONTROL
 AW0010  ___________________________________________________________________
 AW0010* NAD 83(1986)-  29 13 08.     (N)    095 13 59.     (W)     SCALED    
 AW0010* NAVD 88     -         3.98   (+/-2cm)      13.1    (feet)  VERTCON   
 AW0010  ___________________________________________________________________
 AW0010  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW0010
 AW0010  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0010
 AW0010.The horizontal coordinates were scaled from a topographic map and have
 AW0010.an estimated accuracy of +/- 6 seconds.
 AW0010
 AW0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0010.The vertical order pertains to the NGVD 29 superseded value.
 AW0010
 AW0010.The geoid height was determined by GEOID03.
 AW0010
 AW0010;                    North         East    Units  Estimated Accuracy
 AW0010;SPC TXSC     - 4,159,450.      966,160.      MT  (+/- 180 meters Scaled)
 AW0010
 AW0010                          SUPERSEDED SURVEY CONTROL
 AW0010
 AW0010  NGVD 29 (??/??/92)    3.982  (m)           13.06   (f) ADJ UNCH    1 1
 AW0010
 AW0010.Superseded values are not recommended for survey control.
 AW0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0010.See file dsdata.txt to determine how the superseded data were derived.
 AW0010
 AW0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN829343(NAD 83)
 AW0010_MARKER: DB = BENCH MARK DISK
 AW0010_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0010_SP_SET: STAINLESS STEEL ROD
 AW0010_STAMPING: J 1274 1978
 AW0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0010+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0010
 AW0010  HISTORY     - Date     Condition        Report By
 AW0010  HISTORY     - 1978     MONUMENTED       NGS
 AW0010  HISTORY     - 20040319 GOOD             USPSQD
 AW0010
 AW0010                          STATION DESCRIPTION
 AW0010
 AW0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0010'6.9 MI SE FROM LIVERPOOL.
 AW0010'6.9 MILES SOUTHEAST ALONG PAVED ROAD, TURNING TO SHELL ROAD, FROM
 AW0010'THE POST OFFICE IN LIVERPOOL, AT THE JUNCTION OF FIELD ENTRANCE ROAD
 AW0010',41.5 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 11.9 FT SOUTHWEST
 AW0010'OF THE CENTER OF THE FIELD ENTRANCE ROAD,  1 FOOT NORTHWEST OF
 AW0010'A WIRE FENCE.
 AW0010
 AW0010                          STATION RECOVERY (2004)
 AW0010
 AW0010'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1926 ***********************************************************************
 AW1926  DESIGNATION -  J 1275
 AW1926  PID         -  AW1926
 AW1926  STATE/COUNTY-  TX/HARRIS
 AW1926  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1926
 AW1926                         *CURRENT SURVEY CONTROL
 AW1926  ___________________________________________________________________
 AW1926* NAD 83(1986)-  29 34 37.     (N)    095 09 17.     (W)     SCALED    
 AW1926* NAVD 88     -         7.667  (meters)      25.15   (feet)  ADJUSTED  
 AW1926  ___________________________________________________________________
 AW1926  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW1926  DYNAMIC HT  -           7.656 (meters)      25.12  (feet)  COMP
 AW1926  MODELED GRAV-     979,273.6   (mgal)                       NAVD 88
 AW1926
 AW1926  VERT ORDER  -  FIRST     CLASS II
 AW1926
 AW1926.The horizontal coordinates were scaled from a topographic map and have
 AW1926.an estimated accuracy of +/- 6 seconds.
 AW1926
 AW1926.The orthometric height was determined by differential leveling
 AW1926.and adjusted by the National Geodetic Survey in June 1991..
 AW1926
 AW1926.The geoid height was determined by GEOID03.
 AW1926
 AW1926.The dynamic height is computed by dividing the NAVD 88
 AW1926.geopotential number by the normal gravity value computed on the
 AW1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1926.degrees latitude (g = 980.6199 gals.).
 AW1926
 AW1926.The modeled gravity was interpolated from observed gravity values.
 AW1926
 AW1926;                    North         East    Units  Estimated Accuracy
 AW1926;SPC TXSC     - 4,199,360.      972,470.      MT  (+/- 180 meters Scaled)
 AW1926
 AW1926                          SUPERSEDED SURVEY CONTROL
 AW1926
 AW1926  NGVD 29 (12/23/87)    7.663  (m)           25.14   (f) ADJUSTED    1 2
 AW1926
 AW1926.Superseded values are not recommended for survey control.
 AW1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1926.See file dsdata.txt to determine how the superseded data were derived.
 AW1926
 AW1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN912738(NAD 83)
 AW1926_MARKER: I = METAL ROD
 AW1926_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1926_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1926_STAMPING: J 1275 1978
 AW1926_MARK LOGO: NGS   
 AW1926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1926+STABILITY: POSITION/ELEVATION WELL
 AW1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1926+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AW1926
 AW1926  HISTORY     - Date     Condition        Report By
 AW1926  HISTORY     - 1978     MONUMENTED       NGS
 AW1926  HISTORY     - 1981     GOOD             NGS
 AW1926  HISTORY     - 1985     GOOD             USPSQD
 AW1926  HISTORY     - 1986     GOOD             NGS
 AW1926  HISTORY     - 1987     GOOD             USPSQD
 AW1926  HISTORY     - 1987     GOOD             USPSQD
 AW1926  HISTORY     - 1987     GOOD             USPSQD
 AW1926  HISTORY     - 1987     GOOD             USPSQD
 AW1926  HISTORY     - 1987     GOOD             USPSQD
 AW1926  HISTORY     - 1987     GOOD             USPSQD
 AW1926  HISTORY     - 1987     GOOD             USPSQD
 AW1926  HISTORY     - 1987     GOOD             USPSQD
 AW1926  HISTORY     - 1987     GOOD             USPSQD
 AW1926  HISTORY     - 1987     GOOD             USPSQD
 AW1926  HISTORY     - 1987     GOOD             USPSQD
 AW1926  HISTORY     - 1987     GOOD             USPSQD
 AW1926  HISTORY     - 19870413 GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 1988     GOOD             USPSQD
 AW1926  HISTORY     - 19880120 GOOD             USPSQD
 AW1926  HISTORY     - 1989     GOOD             USPSQD
 AW1926  HISTORY     - 1989     GOOD             USPSQD
 AW1926  HISTORY     - 1989     GOOD             USPSQD
 AW1926  HISTORY     - 1989     GOOD             USPSQD
 AW1926  HISTORY     - 1989     GOOD             USPSQD
 AW1926  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1926  HISTORY     - 1989     GOOD             USPSQD
 AW1926  HISTORY     - 1989     GOOD             USPSQD
 AW1926  HISTORY     - 1989     GOOD             USPSQD
 AW1926  HISTORY     - 1989     GOOD             USPSQD
 AW1926  HISTORY     - 1989     GOOD             USPSQD
 AW1926  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1926  HISTORY     - 1989     GOOD             USPSQD
 AW1926  HISTORY     - 1989     GOOD             USPSQD
 AW1926  HISTORY     - 1990     GOOD             USPSQD
 AW1926  HISTORY     - 1990     GOOD             USPSQD
 AW1926  HISTORY     - 19931122 GOOD             USPSQD
 AW1926  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1926  HISTORY     - 20050829 GOOD             USPSQD
 AW1926
 AW1926                          STATION DESCRIPTION
 AW1926
 AW1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1926'3.5 MI NW FROM WEBSTER.
 AW1926'ABOUT 3.5 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1926'NASA 1 HIGHWAY IN WEBSTER, 950 FEET NORTHWEST OF K 1275, 84.5 FEET
 AW1926'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 75 FEET NORTHEAST OF A
 AW1926'WOOD POST, NUMBER 1021, WITH AN UNDERGROUND CABLE SIGN, AND 9 FEET
 AW1926'SOUTHWEST OF THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON AND
 AW1926'HENDERSON RAILROAD.  THE SLEEVE IS 20 FEET DEEP, -2 INCHES BELOW THE
 AW1926'GROUND.
 AW1926
 AW1926                          STATION RECOVERY (1981)
 AW1926
 AW1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1985)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1986)
 AW1926
 AW1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1987)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1987)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1987)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1987)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1987)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1987)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1987)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1987)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1987)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1987)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1987)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1987)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1987)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1988)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (SWG)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1926'MARK NOT FOUND.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1926'MARK NOT FOUND.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1989)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1990)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1990)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (1993)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1926'RECOVERED IN GOOD CONDITION.
 AW1926
 AW1926                          STATION RECOVERY (2001)
 AW1926
 AW1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1926'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1926
 AW1926                          STATION RECOVERY (2005)
 AW1926
 AW1926'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1926'GOOD CONDITION. FOUND AS DESCRIBED. N29 34 37.8 W095 09 15.6. LEFT A
 AW1926'12 INCH WIDE HOLE 6 INCHES DEEP IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1942 ***********************************************************************
 AW1942  DESIGNATION -  J 1276
 AW1942  PID         -  AW1942
 AW1942  STATE/COUNTY-  TX/HARRIS
 AW1942  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1942
 AW1942                         *CURRENT SURVEY CONTROL
 AW1942  ___________________________________________________________________
 AW1942* NAD 83(1986)-  29 35 30.     (N)    095 10 06.     (W)     SCALED    
 AW1942* NAVD 88     -         7.407  (meters)      24.30   (feet)  ADJUSTED  
 AW1942  ___________________________________________________________________
 AW1942  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1942  DYNAMIC HT  -           7.397 (meters)      24.27  (feet)  COMP
 AW1942  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW1942
 AW1942  VERT ORDER  -  FIRST     CLASS II
 AW1942
 AW1942.The horizontal coordinates were scaled from a topographic map and have
 AW1942.an estimated accuracy of +/- 6 seconds.
 AW1942
 AW1942.The orthometric height was determined by differential leveling
 AW1942.and adjusted by the National Geodetic Survey in June 1991..
 AW1942
 AW1942.The geoid height was determined by GEOID03.
 AW1942
 AW1942.The dynamic height is computed by dividing the NAVD 88
 AW1942.geopotential number by the normal gravity value computed on the
 AW1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1942.degrees latitude (g = 980.6199 gals.).
 AW1942
 AW1942.The modeled gravity was interpolated from observed gravity values.
 AW1942
 AW1942;                    North         East    Units  Estimated Accuracy
 AW1942;SPC TXSC     - 4,200,950.      971,090.      MT  (+/- 180 meters Scaled)
 AW1942
 AW1942                          SUPERSEDED SURVEY CONTROL
 AW1942
 AW1942  NGVD 29 (12/23/87)    7.404  (m)           24.29   (f) ADJUSTED    1 2
 AW1942
 AW1942.Superseded values are not recommended for survey control.
 AW1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1942.See file dsdata.txt to determine how the superseded data were derived.
 AW1942
 AW1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN899755(NAD 83)
 AW1942_MARKER: I = METAL ROD
 AW1942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1942_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1942_STAMPING: J 1276 1978
 AW1942_MARK LOGO: NGS   
 AW1942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1942+STABILITY: POSITION/ELEVATION WELL
 AW1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1942+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AW1942
 AW1942  HISTORY     - Date     Condition        Report By
 AW1942  HISTORY     - 1978     MONUMENTED       NGS
 AW1942  HISTORY     - 1981     GOOD             NGS
 AW1942  HISTORY     - 1985     GOOD             USPSQD
 AW1942  HISTORY     - 1986     POOR             NGS
 AW1942  HISTORY     - 1987     GOOD             USPSQD
 AW1942  HISTORY     - 1987     GOOD             USPSQD
 AW1942  HISTORY     - 1987     GOOD             USPSQD
 AW1942  HISTORY     - 1987     GOOD             USPSQD
 AW1942  HISTORY     - 1987     GOOD             USPSQD
 AW1942  HISTORY     - 1987     GOOD             USPSQD
 AW1942  HISTORY     - 1987     GOOD             USPSQD
 AW1942  HISTORY     - 1987     GOOD             USPSQD
 AW1942  HISTORY     - 1987     GOOD             USPSQD
 AW1942  HISTORY     - 1987     GOOD             USPSQD
 AW1942  HISTORY     - 19870405 GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1988     GOOD             USPSQD
 AW1942  HISTORY     - 1989     GOOD             USPSQD
 AW1942  HISTORY     - 1989     GOOD             USPSQD
 AW1942  HISTORY     - 1989     GOOD             USPSQD
 AW1942  HISTORY     - 1989     GOOD             USPSQD
 AW1942  HISTORY     - 1989     GOOD             USPSQD
 AW1942  HISTORY     - 1989     GOOD             USPSQD
 AW1942  HISTORY     - 1989     GOOD             USPSQD
 AW1942  HISTORY     - 1989     GOOD             USPSQD
 AW1942  HISTORY     - 1989     GOOD             USPSQD
 AW1942  HISTORY     - 1989     GOOD             USPSQD
 AW1942  HISTORY     - 1989     GOOD             USPSQD
 AW1942  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1942  HISTORY     - 1990     GOOD             USPSQD
 AW1942  HISTORY     - 1990     GOOD             USPSQD
 AW1942  HISTORY     - 19940219 GOOD             USPSQD
 AW1942  HISTORY     - 20000124 GOOD             USPSQD
 AW1942  HISTORY     - 20010331 GOOD             NGS
 AW1942  HISTORY     - 20050828 GOOD             USPSQD
 AW1942
 AW1942                          STATION DESCRIPTION
 AW1942
 AW1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1942'4.7 MI NW FROM WEBSTER.
 AW1942'ABOUT 4.7 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1942'NASA 1 HIGHWAY IN WEBSTER, 98 FEET NORTHWEST OF K 1276, 84 FEET
 AW1942'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28 FEET NORTH OF A
 AW1942'TELEPHONE WITH A SIGN, 17-00, AND 9 FEET SOUTHWEST OF THE SOUTHWEST
 AW1942'RAIL OF THE GALVESTON, HOUSTON AND HENDERSON RAILROAD.  THE SLEEVE IS
 AW1942'30 FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1942
 AW1942                          STATION RECOVERY (1981)
 AW1942
 AW1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1985)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1986)
 AW1942
 AW1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1942'RECOVERED IN POOR CONDITION.  THE MONUMENT HAS BEEN HIT AND THE ROD IS
 AW1942'NOW RESTING AGAINST THE PVC.
 AW1942
 AW1942                          STATION RECOVERY (1987)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1987)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1987)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1987)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1987)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1987)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1987)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1987)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1987)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1987)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1987)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1988)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1989)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1989)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1989)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1989)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1989)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1989)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1989)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1989)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1989)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1989)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1989)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1989)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1942'MARK NOT FOUND.
 AW1942
 AW1942                          STATION RECOVERY (1990)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1990)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (1994)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (2000)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1942'RECOVERED IN GOOD CONDITION.
 AW1942
 AW1942                          STATION RECOVERY (2001)
 AW1942
 AW1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1942'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1942
 AW1942                          STATION RECOVERY (2005)
 AW1942
 AW1942'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1942'FOUND THE MARK AS DESCRIBED. PAINTED WHITE SPOT ON THE RAILROAD TRACK
 AW1942'TO MAKE IT EASY TO FIND NEXT YEAR. THIS MARK IS 10 FOOT  SOUTHWEST OF
 AW1942'THE RAIL. IT IS ONLY 5 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2344 ***********************************************************************
 AW2344  DESIGNATION -  J 1279
 AW2344  PID         -  AW2344
 AW2344  STATE/COUNTY-  TX/HARRIS
 AW2344  USGS QUAD   -  BELLAIRE (1995)
 AW2344
 AW2344                         *CURRENT SURVEY CONTROL
 AW2344  ___________________________________________________________________
 AW2344* NAD 83(1986)-  29 43 36.     (N)    095 23 25.     (W)     SCALED    
 AW2344* NAVD 88     -        14.22   (+/-2cm)      46.7    (feet)  VERTCON   
 AW2344  ___________________________________________________________________
 AW2344  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2344
 AW2344  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2344
 AW2344.The horizontal coordinates were scaled from a topographic map and have
 AW2344.an estimated accuracy of +/- 6 seconds.
 AW2344
 AW2344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2344.The vertical order pertains to the NGVD 29 superseded value.
 AW2344
 AW2344.The geoid height was determined by GEOID03.
 AW2344
 AW2344;                    North         East    Units  Estimated Accuracy
 AW2344;SPC TXSC     - 4,215,220.      949,140.      MT  (+/- 180 meters Scaled)
 AW2344
 AW2344                          SUPERSEDED SURVEY CONTROL
 AW2344
 AW2344  NGVD 29 (??/??/??)   14.214  (m)           46.63   (f) ADJUSTED    1 2
 AW2344
 AW2344.Superseded values are not recommended for survey control.
 AW2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2344.See file dsdata.txt to determine how the superseded data were derived.
 AW2344
 AW2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN688908(NAD 83)
 AW2344_MARKER: DB = BENCH MARK DISK
 AW2344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2344_SP_SET: STAINLESS STEEL ROD
 AW2344_STAMPING: J 1279 1978
 AW2344_MARK LOGO: NGS   
 AW2344_PROJECTION: FLUSH
 AW2344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2344_ROD/PIPE-DEPTH: 7.32 meters
 AW2344
 AW2344  HISTORY     - Date     Condition        Report By
 AW2344  HISTORY     - 1978     MONUMENTED       NGS
 AW2344  HISTORY     - 1983     GOOD             NGS
 AW2344  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2344  HISTORY     - 1987     GOOD             USPSQD
 AW2344  HISTORY     - 1991     POOR             USPSQD
 AW2344  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW2344
 AW2344                          STATION DESCRIPTION
 AW2344
 AW2344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2344'2.8 MI SW FROM HOUSTON.
 AW2344'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AW2344'RAILROAD STATION IN HOUSTON, THENCE 2.3 MILES SOUTH-SOUTHWEST ALONG
 AW2344'MAIN STREET, AND THENCE 0.1 MILE SOUTHWEST ALONG BISSONETT STREET, AT
 AW2344'THE INTERSECTION OF ROSELAND STREET, 225 FEET NORTHWEST OF THE NORTH
 AW2344'ENTRANCE TO THE MUSEUM OF FINE ARTS, 213 FEET EAST OF THE CENTERLINE
 AW2344'OF MONTROSE STREET, 168 FEET NORTHWEST OF THE CENTERLINE OF BISSONETT
 AW2344'STREET, 14 FEET WEST OF THE CENTERLINE OF ROSELAND STREET, 2 FEET
 AW2344'WEST OF A POWER POLE, AND 1 FOOT SOUTHEAST OF A 4 INCH PIPE CORNER
 AW2344'POST OF A CABLE FENCE.
 AW2344
 AW2344                          STATION RECOVERY (1983)
 AW2344
 AW2344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2344'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW2344'0.2 KM (0.15 MI) NORTHWEST ALONG CONGRESS STREET FROM THE INTERSECTION
 AW2344'OF SAN JACINTO STREET AT THE NORTH-NORTHEAST CORNER OF THE HARRIS
 AW2344'COUNTY CIVIL COURTS BUILDING IN HOUSTON, THENCE 4.0 KM (2.5 MI)
 AW2344'SOUTHWEST ALONG MAIN STREET, THENCE 0.2 KM (0.1 MI) WEST ALONG
 AW2344'BISSONNET STREET, AT THE INTERSECTION OF ROSELAND STREET LEADING
 AW2344'NORTH, 68.58 METERS (225.0 FT) NORTHWEST OF THE NORTH ENTRANCE TO THE
 AW2344'MUSEUM OF FINE ARTS, 64.92 METERS (213.0 FT) EAST OF THE CENTERLINE OF
 AW2344'MONTROSE STREET, 51.21 METERS (168.0 FT) NORTH OF THE CENTERLINE OF
 AW2344'BISSONNET STREET, 4.27 METERS (14.0 FT) WEST OF THE CENTERLINE OF
 AW2344'ROSELAND STREET, 0.61 METERS (2.0 FT) WEST OF A POWER POLE, AND
 AW2344'0.3 METER (1.0 FT) SOUTHEAST OF A 4 INCH PIPE CORNER POST WHICH STANDS
 AW2344'0.6 METER (2.0 FT) HIGH.
 AW2344'THE MARK IS ABOVE LEVEL WITH ROSELAND STREET.
 AW2344
 AW2344                          STATION RECOVERY (1986)
 AW2344
 AW2344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2344'NOT RECOVERED.
 AW2344
 AW2344                          STATION RECOVERY (1987)
 AW2344
 AW2344'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2344'RECOVERED IN GOOD CONDITION.
 AW2344
 AW2344                          STATION RECOVERY (1991)
 AW2344
 AW2344'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 AW2344'MARK RECOVERED IN POOR CONDITION.
 AW2344
 AW2344                          STATION RECOVERY (1993)
 AW2344
 AW2344'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0524 ***********************************************************************
 AJ0524  DESIGNATION -  J 128
 AJ0524  PID         -  AJ0524
 AJ0524  STATE/COUNTY-  TX/JIM HOGG
 AJ0524  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0524
 AJ0524                         *CURRENT SURVEY CONTROL
 AJ0524  ___________________________________________________________________
 AJ0524* NAD 83(1986)-  27 18 17.     (N)    098 39 47.     (W)     SCALED    
 AJ0524* NAVD 88     -       159.190  (meters)     522.28   (feet)  ADJUSTED  
 AJ0524  ___________________________________________________________________
 AJ0524  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AJ0524  DYNAMIC HT  -         158.935 (meters)     521.44  (feet)  COMP
 AJ0524  MODELED GRAV-     979,037.5   (mgal)                       NAVD 88
 AJ0524
 AJ0524  VERT ORDER  -  SECOND    CLASS 0
 AJ0524
 AJ0524.The horizontal coordinates were scaled from a topographic map and have
 AJ0524.an estimated accuracy of +/- 6 seconds.
 AJ0524
 AJ0524.The orthometric height was determined by differential leveling
 AJ0524.and adjusted by the National Geodetic Survey in June 1991..
 AJ0524
 AJ0524.The geoid height was determined by GEOID03.
 AJ0524
 AJ0524.The dynamic height is computed by dividing the NAVD 88
 AJ0524.geopotential number by the normal gravity value computed on the
 AJ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0524.degrees latitude (g = 980.6199 gals.).
 AJ0524
 AJ0524.The modeled gravity was interpolated from observed gravity values.
 AJ0524
 AJ0524;                    North         East    Units  Estimated Accuracy
 AJ0524;SPC TX S     - 5,181,490.      283,860.      MT  (+/- 180 meters Scaled)
 AJ0524
 AJ0524                          SUPERSEDED SURVEY CONTROL
 AJ0524
 AJ0524  NGVD 29 (??/??/92)  159.224  (m)          522.39   (f) ADJ UNCH    2 0
 AJ0524
 AJ0524.Superseded values are not recommended for survey control.
 AJ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0524.See file dsdata.txt to determine how the superseded data were derived.
 AJ0524
 AJ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR333202(NAD 83)
 AJ0524_MARKER: DB = BENCH MARK DISK
 AJ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0524_STAMPING: J-128 1933
 AJ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0524+STABILITY: SURFACE MOTION
 AJ0524
 AJ0524  HISTORY     - Date     Condition        Report By
 AJ0524  HISTORY     - 1933     MONUMENTED       CGS
 AJ0524  HISTORY     - 1934     GOOD             NGS
 AJ0524
 AJ0524                          STATION DESCRIPTION
 AJ0524
 AJ0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0524'0.7 MI E FROM HEBBRONVILLE.
 AJ0524'ALONG THE TEXAS MEXICAN NATIONAL RAILROAD.  54 FEET SOUTH OF THE
 AJ0524'CENTERLINE OF THE R R TRACKS, AND 54 FEET WEST OF THE CENTERLINE OF
 AJ0524'THE CROSSING OF THE HEBBRONVILLE ALTA VISTA ROAD, IN FENCE CORNER IN
 AJ0524'NORTHEAST CORNER FIELD AND ACROSS THE ROAD WEST OF THE LANE COTTON OIL
 AJ0524'MILL.
 AJ0524
 AJ0524                          STATION RECOVERY (1934)
 AJ0524
 AJ0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 AJ0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1766 ***********************************************************************
 AW1766  DESIGNATION -  J 1280
 AW1766  PID         -  AW1766
 AW1766  STATE/COUNTY-  TX/HARRIS
 AW1766  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW1766
 AW1766                         *CURRENT SURVEY CONTROL
 AW1766  ___________________________________________________________________
 AW1766* NAD 83(1986)-  29 51 03.     (N)    095 31 44.     (W)     SCALED    
 AW1766* NAVD 88     -        27.515  (meters)      90.27   (feet)  ADJUSTED  
 AW1766  ___________________________________________________________________
 AW1766  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW1766  DYNAMIC HT  -          27.478 (meters)      90.15  (feet)  COMP
 AW1766  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 AW1766
 AW1766  VERT ORDER  -  FIRST     CLASS II
 AW1766
 AW1766.The horizontal coordinates were scaled from a topographic map and have
 AW1766.an estimated accuracy of +/- 6 seconds.
 AW1766
 AW1766.The orthometric height was determined by differential leveling
 AW1766.and adjusted by the National Geodetic Survey in June 1991..
 AW1766
 AW1766.The geoid height was determined by GEOID03.
 AW1766
 AW1766.The dynamic height is computed by dividing the NAVD 88
 AW1766.geopotential number by the normal gravity value computed on the
 AW1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1766.degrees latitude (g = 980.6199 gals.).
 AW1766
 AW1766.The modeled gravity was interpolated from observed gravity values.
 AW1766
 AW1766;                    North         East    Units  Estimated Accuracy
 AW1766;SPC TXSC     - 4,228,570.      935,330.      MT  (+/- 180 meters Scaled)
 AW1766
 AW1766                          SUPERSEDED SURVEY CONTROL
 AW1766
 AW1766  NGVD 29 (12/23/87)   27.509  (m)           90.25   (f) ADJUSTED    1 2
 AW1766
 AW1766.Superseded values are not recommended for survey control.
 AW1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1766.See file dsdata.txt to determine how the superseded data were derived.
 AW1766
 AW1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP556049(NAD 83)
 AW1766_MARKER: DB = BENCH MARK DISK
 AW1766_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1766_SP_SET: STAINLESS STEEL ROD
 AW1766_STAMPING: J 1280 1978
 AW1766_MARK LOGO: NGS   
 AW1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1766
 AW1766  HISTORY     - Date     Condition        Report By
 AW1766  HISTORY     - 1978     MONUMENTED       NGS
 AW1766  HISTORY     - 1986     GOOD             NGS
 AW1766  HISTORY     - 20040213 MARK NOT FOUND   USPSQD
 AW1766
 AW1766                          STATION DESCRIPTION
 AW1766
 AW1766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1766'0.9 MI SE FROM FAIRBANKS.
 AW1766'ABOUT 0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 (HEMPSTEAD ROAD)
 AW1766'FROM THE POST OFFICE IN FAIRBANKS.  SET AT THE JUNCTION OF KAISER
 AW1766'STREET, 75 FEET NORTH OF THE EXTENDED CENTERLINE OF THE STREET,
 AW1766'54 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 37 FEET NORTHEAST
 AW1766'OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 18 FEET
 AW1766'EAST OF A POWER POLE, AND 1 FOOT EAST OF THE EAST POST OF 6X8 FEET
 AW1766'STEEL SIGN, FAIRBANKS BAPTIST CHURCH.
 AW1766
 AW1766                          STATION RECOVERY (1986)
 AW1766
 AW1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1766'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.5 KM (0.95
 AW1766'MI) SOUTHEASTERLY ALONG HEMPSTEAD HIGHWAY FROM THE POST OFFICE IN
 AW1766'FAIRBANKS.
 AW1766
 AW1766                          STATION RECOVERY (2004)
 AW1766
 AW1766'RECOVERY NOTE BY US POWER SQUADRON 2004 (PWW)
 AW1766'FOUND WITNESS POST SIGN BUT NO BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1861 ***********************************************************************
 BL1861  DESIGNATION -  J 1281
 BL1861  PID         -  BL1861
 BL1861  STATE/COUNTY-  TX/WALLER
 BL1861  USGS QUAD   -  HOCKLEY (1980)
 BL1861
 BL1861                         *CURRENT SURVEY CONTROL
 BL1861  ___________________________________________________________________
 BL1861* NAD 83(1986)-  30 06 41.     (N)    095 50 35.     (W)     SCALED    
 BL1861* NAVD 88     -        78.72   (+/-2cm)     258.3    (feet)  VERTCON   
 BL1861  ___________________________________________________________________
 BL1861  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL1861
 BL1861  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1861
 BL1861.The horizontal coordinates were scaled from a topographic map and have
 BL1861.an estimated accuracy of +/- 6 seconds.
 BL1861
 BL1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1861.The vertical order pertains to the NGVD 29 superseded value.
 BL1861
 BL1861.The geoid height was determined by GEOID03.
 BL1861
 BL1861;                    North         East    Units  Estimated Accuracy
 BL1861;SPC TXSC     - 4,256,580.      904,210.      MT  (+/- 180 meters Scaled)
 BL1861
 BL1861                          SUPERSEDED SURVEY CONTROL
 BL1861
 BL1861  NGVD 29 (04/06/79)   78.713  (m)          258.24   (f) ADJUSTED    1 2
 BL1861
 BL1861.Superseded values are not recommended for survey control.
 BL1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1861.See file dsdata.txt to determine how the superseded data were derived.
 BL1861
 BL1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP260345(NAD 83)
 BL1861_MARKER: DB = BENCH MARK DISK
 BL1861_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1861_SP_SET: STAINLESS STEEL ROD
 BL1861_STAMPING: J 1281 1978
 BL1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1861
 BL1861  HISTORY     - Date     Condition        Report By
 BL1861  HISTORY     - 1978     MONUMENTED       NGS
 BL1861  HISTORY     - 1987     GOOD             USPSQD
 BL1861  HISTORY     - 20050825 GOOD             GEOCAC
 BL1861
 BL1861                          STATION DESCRIPTION
 BL1861
 BL1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1861'11.9 MI SW FROM MAGNOLIA.
 BL1861'0.1 MILE SOUTHWEST ALONG FIFTH STREET FROM THE CROSSING OF MAGNOLIA
 BL1861'CONROE ROAD AND THE MISSOURI-PACIFIC RAILROAD IN MAGNOLIA, THENCE
 BL1861'0.15 MILE SOUTHEAST ALONG COMMERCE STREET, THENCE 11.35 MILES
 BL1861'SOUTHWEST ALONG NICHOLS SAW MILL ROAD, AND THENCE 0.3 MILE NORTH
 BL1861'ALONG HEGAR ROAD.  87 FEET NORTH OF THE EXTENDED CENTERLINE OF A
 BL1861'PRIVATE FIELD DRIVE LEADING WEST, 97.5 FEET NORTHEAST OF AN
 BL1861'UNDERGROUND CABLE MARKER POST AT THE DRIVE LEADING WEST, 32.5 FEET
 BL1861'EAST OF THE CENTERLINE OF HEGAR ROAD, 1.5 FEET SOUTH OF A POWER
 BL1861'POLE, AND 1 FOOT WEST OF THE EASTERLY RIGHT OF WAY FENCE.  DISK IS
 BL1861'LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC
 BL1861'SCREW PLUG.
 BL1861
 BL1861                          STATION RECOVERY (1987)
 BL1861
 BL1861'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1861'RECOVERED IN GOOD CONDITION.
 BL1861
 BL1861                          STATION RECOVERY (2005)
 BL1861
 BL1861'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1861'1 FOOT NORTH OF METAL WITNESS POST
 BL1861'LAT/LON BY HANDHELD GPS(NAD83) N30 06 42.0 W095 50 34.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1837 ***********************************************************************
 BL1837  DESIGNATION -  J 1282
 BL1837  PID         -  BL1837
 BL1837  STATE/COUNTY-  TX/HARRIS
 BL1837  USGS QUAD   -  HOCKLEY (1980)
 BL1837
 BL1837                         *CURRENT SURVEY CONTROL
 BL1837  ___________________________________________________________________
 BL1837* NAD 83(1986)-  30 04 11.     (N)    095 48 46.     (W)     SCALED    
 BL1837* NAVD 88     -        73.198  (meters)     240.15   (feet)  ADJUSTED  
 BL1837  ___________________________________________________________________
 BL1837  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1837  DYNAMIC HT  -          73.098 (meters)     239.82  (feet)  COMP
 BL1837  MODELED GRAV-     979,286.1   (mgal)                       NAVD 88
 BL1837
 BL1837  VERT ORDER  -  FIRST     CLASS II
 BL1837
 BL1837.The horizontal coordinates were scaled from a topographic map and have
 BL1837.an estimated accuracy of +/- 6 seconds.
 BL1837
 BL1837.The orthometric height was determined by differential leveling
 BL1837.and adjusted by the National Geodetic Survey in June 1991..
 BL1837
 BL1837.The geoid height was determined by GEOID03.
 BL1837
 BL1837.The dynamic height is computed by dividing the NAVD 88
 BL1837.geopotential number by the normal gravity value computed on the
 BL1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1837.degrees latitude (g = 980.6199 gals.).
 BL1837
 BL1837.The modeled gravity was interpolated from observed gravity values.
 BL1837
 BL1837;                    North         East    Units  Estimated Accuracy
 BL1837;SPC TXSC     - 4,252,040.      907,250.      MT  (+/- 180 meters Scaled)
 BL1837
 BL1837                          SUPERSEDED SURVEY CONTROL
 BL1837
 BL1837  NGVD 29 (12/23/87)   73.190  (m)          240.12   (f) ADJUSTED    1 2
 BL1837
 BL1837.Superseded values are not recommended for survey control.
 BL1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1837.See file dsdata.txt to determine how the superseded data were derived.
 BL1837
 BL1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP288298(NAD 83)
 BL1837_MARKER: DB = BENCH MARK DISK
 BL1837_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1837_SP_SET: STAINLESS STEEL ROD
 BL1837_STAMPING: J 1282 1978
 BL1837_MARK LOGO: NGS   
 BL1837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1837
 BL1837  HISTORY     - Date     Condition        Report By
 BL1837  HISTORY     - 1978     MONUMENTED       NGS
 BL1837  HISTORY     - 1986     GOOD             NGS
 BL1837  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 BL1837
 BL1837                          STATION DESCRIPTION
 BL1837
 BL1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1837'4.7 MI NE FROM HOCKLEY.
 BL1837'3.0 MILES NORTH ALONG HEGAR ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 BL1837'290 IN HOCKLEY, AND THENCE ABOUT 1.7 MILES EAST ALONG FARM ROAD 2920.
 BL1837'SET ON THE NORTHWEST CORNER AT THE T JUNCTION OF FARM ROAD 2920 AND
 BL1837'NICHOLS ROAD, 50 FEET NORTH OF THE CENTERLINE OF FARM ROAD 2920, 22.5
 BL1837'FEET WEST OF THE CENTERLINE OF NICHOLS ROAD, 1.4 FEET SOUTHWEST OF A
 BL1837'HIGHWAY RIGHT OF WAY MARKER, AND 1.2 FEET SOUTH OF A FENCE CORNER
 BL1837'POST.  DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS TO BE
 BL1837'HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1837
 BL1837                          STATION RECOVERY (1986)
 BL1837
 BL1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1837'RECOVERED IN GOOD CONDITION.
 BL1837
 BL1837                          STATION RECOVERY (1994)
 BL1837
 BL1837'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2378 ***********************************************************************
 BY2378  DESIGNATION -  J 1283
 BY2378  PID         -  BY2378
 BY2378  STATE/COUNTY-  TX/SHELBY
 BY2378  USGS QUAD   -  TENAHA EAST (1984)
 BY2378
 BY2378                         *CURRENT SURVEY CONTROL
 BY2378  ___________________________________________________________________
 BY2378* NAD 83(1986)-  31 55 50.     (N)    094 14 07.     (W)     SCALED    
 BY2378* NAVD 88     -       100.150  (meters)     328.58   (feet)  ADJUSTED  
 BY2378  ___________________________________________________________________
 BY2378  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY2378  DYNAMIC HT  -         100.032 (meters)     328.19  (feet)  COMP
 BY2378  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 BY2378
 BY2378  VERT ORDER  -  FIRST     CLASS II
 BY2378
 BY2378.The horizontal coordinates were scaled from a topographic map and have
 BY2378.an estimated accuracy of +/- 6 seconds.
 BY2378
 BY2378.The orthometric height was determined by differential leveling
 BY2378.and adjusted by the National Geodetic Survey in June 1991..
 BY2378
 BY2378.The geoid height was determined by GEOID03.
 BY2378
 BY2378.The dynamic height is computed by dividing the NAVD 88
 BY2378.geopotential number by the normal gravity value computed on the
 BY2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2378.degrees latitude (g = 980.6199 gals.).
 BY2378
 BY2378.The modeled gravity was interpolated from observed gravity values.
 BY2378
 BY2378;                    North         East    Units  Estimated Accuracy
 BY2378;SPC TX C     - 3,266,780.    1,276,380.      MT  (+/- 180 meters Scaled)
 BY2378
 BY2378                          SUPERSEDED SURVEY CONTROL
 BY2378
 BY2378  NGVD 29 (??/??/??)  100.195  (m)          328.72   (f) ADJUSTED    1 2
 BY2378
 BY2378.Superseded values are not recommended for survey control.
 BY2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2378.See file dsdata.txt to determine how the superseded data were derived.
 BY2378
 BY2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR832334(NAD 83)
 BY2378_MARKER: DB = BENCH MARK DISK
 BY2378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2378_SP_SET: STAINLESS STEEL ROD
 BY2378_STAMPING: J 1283 1979
 BY2378_PROJECTION: RECESSED 3 CENTIMETERS
 BY2378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2378_ROD/PIPE-DEPTH: 3.66 meters
 BY2378
 BY2378  HISTORY     - Date     Condition        Report By
 BY2378  HISTORY     - 1979     MONUMENTED       NGS
 BY2378
 BY2378                          STATION DESCRIPTION
 BY2378
 BY2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2378'1.1 MI SE FROM TENAHA.
 BY2378'1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BY2378'HIGHWAY 84 IN TENAHA, AT THE JUNCTION OF A DIRT ROAD LEADING EAST
 BY2378'TO A CHICKEN RANCH, 54.0 FT. NORTH OF THE CENTERLINE OF THE DIRT
 BY2378'ROAD, 49.0 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 7.0 FT.
 BY2378'NORTHWEST OF A CORNER FENCE POST, 1.0 FT. SOUTHWEST OF A FENCE
 BY2378'LINE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2378'A 4-INCH PLASTIC SCREW PLUG.
 BY2378'THE MARK IS 7 FT  S FROM A WITNESS POST.
 BY2378'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2539 ***********************************************************************
 BY2539  DESIGNATION -  J 1284
 BY2539  PID         -  BY2539
 BY2539  STATE/COUNTY-  TX/SHELBY
 BY2539  USGS QUAD   -  TIMPSON (1984)
 BY2539
 BY2539                         *CURRENT SURVEY CONTROL
 BY2539  ___________________________________________________________________
 BY2539* NAD 83(1986)-  31 54 06.     (N)    094 24 41.     (W)     SCALED    
 BY2539* NAVD 88     -       128.174  (meters)     420.52   (feet)  ADJUSTED  
 BY2539  ___________________________________________________________________
 BY2539  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BY2539  DYNAMIC HT  -         128.020 (meters)     420.01  (feet)  COMP
 BY2539  MODELED GRAV-     979,433.2   (mgal)                       NAVD 88
 BY2539  OBS GRAVITY -     979,435.4   (mgal)                       GRAV_OBS
 BY2539
 BY2539  VERT ORDER  -  FIRST     CLASS II
 BY2539
 BY2539.The horizontal coordinates were scaled from a topographic map and have
 BY2539.an estimated accuracy of +/- 6 seconds.
 BY2539
 BY2539.The orthometric height was determined by differential leveling
 BY2539.and adjusted by the National Geodetic Survey in June 1991..
 BY2539
 BY2539.The geoid height was determined by GEOID03.
 BY2539
 BY2539.The dynamic height is computed by dividing the NAVD 88
 BY2539.geopotential number by the normal gravity value computed on the
 BY2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2539.degrees latitude (g = 980.6199 gals.).
 BY2539
 BY2539.The modeled gravity was interpolated from observed gravity values.
 BY2539.The observed gravity was obtained from relative gravimeter ties
 BY2539.to the IGSN71 gravity network.
 BY2539
 BY2539;                    North         East    Units  Estimated Accuracy
 BY2539;SPC TX C     - 3,262,680.    1,259,920.      MT  (+/- 180 meters Scaled)
 BY2539
 BY2539                          SUPERSEDED SURVEY CONTROL
 BY2539
 BY2539.No superseded survey control is available for this station.
 BY2539
 BY2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR665304(NAD 83)
 BY2539_MARKER: I = METAL ROD
 BY2539_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2539_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2539_STAMPING: J 1284 1979
 BY2539_PROJECTION: FLUSH
 BY2539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2539+STABILITY: POSITION/ELEVATION WELL
 BY2539_ROD/PIPE-DEPTH: 8.53 meters
 BY2539_SLEEVE-DEPTH  : 7.32 meters
 BY2539
 BY2539  HISTORY     - Date     Condition        Report By
 BY2539  HISTORY     - 1979     MONUMENTED       NGS
 BY2539
 BY2539                          STATION DESCRIPTION
 BY2539
 BY2539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2539'0.75 MI SW FROM TIMPSON.
 BY2539'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 BY2539'HIGHWAY 87 IN TIMPSON, AT THE WOODLAND CHRISTIAN CHURCH AND ACADEMY,
 BY2539'AT THE SOUTHWEST CORNER OF THE CHURCH BUILDING, 120 FT. NORTHWEST OF
 BY2539'THE CENTERLINE OF THE HIGHWAY, 57.0 FT. NORTHWEST OF THE NORTHWEST END
 BY2539'OF THE FOUNDATION FOR THE SIGN IN FRONT OF THE CHURCH, 33.0 FT.
 BY2539'SOUTHWEST OF THE EXTENDED CENTER OF THE MAIN ENTRANCE OF THE CHURCH,
 BY2539'4.5 FT. SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH, 4.0 FT.
 BY2539'SOUTHEAST OF THE SOUTHEAST FACE OF THE CHURCH.  DATUM POINT IS 3
 BY2539'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BY2539'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1976 ***********************************************************************
 BK1976  DESIGNATION -  J 1285
 BK1976  PID         -  BK1976
 BK1976  STATE/COUNTY-  TX/ORANGE
 BK1976  USGS QUAD   -  TEXLA (1975)
 BK1976
 BK1976                         *CURRENT SURVEY CONTROL
 BK1976  ___________________________________________________________________
 BK1976* NAD 83(1986)-  30 13 42.     (N)    093 53 08.     (W)     SCALED    
 BK1976* NAVD 88     -         9.780  (meters)      32.09   (feet)  ADJUSTED  
 BK1976  ___________________________________________________________________
 BK1976  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BK1976  DYNAMIC HT  -           9.767 (meters)      32.04  (feet)  COMP
 BK1976  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 BK1976
 BK1976  VERT ORDER  -  FIRST     CLASS II
 BK1976
 BK1976.The horizontal coordinates were scaled from a topographic map and have
 BK1976.an estimated accuracy of +/- 6 seconds.
 BK1976
 BK1976.The orthometric height was determined by differential leveling
 BK1976.and adjusted by the National Geodetic Survey in June 1991..
 BK1976
 BK1976.The geoid height was determined by GEOID03.
 BK1976
 BK1976.The dynamic height is computed by dividing the NAVD 88
 BK1976.geopotential number by the normal gravity value computed on the
 BK1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1976.degrees latitude (g = 980.6199 gals.).
 BK1976
 BK1976.The modeled gravity was interpolated from observed gravity values.
 BK1976
 BK1976;                    North         East    Units  Estimated Accuracy
 BK1976;SPC TX C     - 3,080,250.    1,320,330.      MT  (+/- 180 meters Scaled)
 BK1976
 BK1976                          SUPERSEDED SURVEY CONTROL
 BK1976
 BK1976  NGVD 29 (??/??/??)    9.743  (m)           31.97   (f) ADJUSTED    1 2
 BK1976
 BK1976.Superseded values are not recommended for survey control.
 BK1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1976.See file dsdata.txt to determine how the superseded data were derived.
 BK1976
 BK1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP147444(NAD 83)
 BK1976_MARKER: I = METAL ROD
 BK1976_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1976_SP_SET: STAINLESS STEEL ROD
 BK1976_STAMPING: J 1285 1979
 BK1976_PROJECTION: FLUSH
 BK1976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1976+STABILITY: POSITION/ELEVATION WELL
 BK1976_ROD/PIPE-DEPTH: 9.14 meters
 BK1976
 BK1976  HISTORY     - Date     Condition        Report By
 BK1976  HISTORY     - 1979     MONUMENTED       NGS
 BK1976  HISTORY     - 19880927 POOR             USPSQD
 BK1976  HISTORY     - 19960427 GOOD             USPSQD
 BK1976  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1976  HISTORY     - 20041009 GOOD             USPSQD
 BK1976
 BK1976                          STATION DESCRIPTION
 BK1976
 BK1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1976'1.6 MI NW FROM MAURICEVILLE.
 BK1976'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF STATE
 BK1976'HIGHWAY 12 IN MAURICEVILLE, 100.6 FT. SOUTHWEST OF THE CENTERLINE OF
 BK1976'THE HIGHWAY, 64.0 FT. SOUTHEAST OF THE CENTERLINE OF FOXTROT DRIVE
 BK1976'LEADING WEST-SOUTHWEST, 10.4 FT. SOUTHEAST OF A 30-INCH PINE TREE,
 BK1976'24.7 FT. WEST-SOUTHWEST OF THE WEST LEG OF A BILLBOARD.  DISK IS 2
 BK1976'INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BK1976'SCREW PLUG.
 BK1976'THE MARK IS 1.0 FT  NW FROM A WITNESS POST.
 BK1976'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1976
 BK1976                          STATION RECOVERY (1988)
 BK1976
 BK1976'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1976'MARK RECOVERED IN POOR CONDITION.
 BK1976
 BK1976                          STATION RECOVERY (1996)
 BK1976
 BK1976'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1976'RECOVERED IN GOOD CONDITION.
 BK1976
 BK1976                          STATION RECOVERY (2001)
 BK1976
 BK1976'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1976'MARK NOT FOUND.
 BK1976
 BK1976                          STATION RECOVERY (2004)
 BK1976
 BK1976'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMM)
 BK1976'PLASTIC LID WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2405 ***********************************************************************
 BY2405  DESIGNATION -  J 1286
 BY2405  PID         -  BY2405
 BY2405  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2405  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY2405
 BY2405                         *CURRENT SURVEY CONTROL
 BY2405  ___________________________________________________________________
 BY2405* NAD 83(1986)-  31 31 20.     (N)    094 07 34.     (W)     SCALED    
 BY2405* NAVD 88     -       102.859  (meters)     337.46   (feet)  ADJUSTED  
 BY2405  ___________________________________________________________________
 BY2405  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BY2405  DYNAMIC HT  -         102.732 (meters)     337.05  (feet)  COMP
 BY2405  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 BY2405
 BY2405  VERT ORDER  -  FIRST     CLASS II
 BY2405
 BY2405.The horizontal coordinates were scaled from a topographic map and have
 BY2405.an estimated accuracy of +/- 6 seconds.
 BY2405
 BY2405.The orthometric height was determined by differential leveling
 BY2405.and adjusted by the National Geodetic Survey in June 1991..
 BY2405
 BY2405.The geoid height was determined by GEOID03.
 BY2405
 BY2405.The dynamic height is computed by dividing the NAVD 88
 BY2405.geopotential number by the normal gravity value computed on the
 BY2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2405.degrees latitude (g = 980.6199 gals.).
 BY2405
 BY2405.The modeled gravity was interpolated from observed gravity values.
 BY2405
 BY2405;                    North         East    Units  Estimated Accuracy
 BY2405;SPC TX C     - 3,222,150.    1,289,210.      MT  (+/- 180 meters Scaled)
 BY2405
 BY2405                          SUPERSEDED SURVEY CONTROL
 BY2405
 BY2405  NGVD 29 (??/??/??)  102.887  (m)          337.56   (f) ADJUSTED    1 2
 BY2405
 BY2405.Superseded values are not recommended for survey control.
 BY2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2405.See file dsdata.txt to determine how the superseded data were derived.
 BY2405
 BY2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ930880(NAD 83)
 BY2405_MARKER: DB = BENCH MARK DISK
 BY2405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2405_SP_SET: STAINLESS STEEL ROD
 BY2405_STAMPING: J 1286 1979
 BY2405_PROJECTION: PROJECTING 5 CENTIMETERS
 BY2405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2405_ROD/PIPE-DEPTH: 4.27 meters
 BY2405
 BY2405  HISTORY     - Date     Condition        Report By
 BY2405  HISTORY     - 1979     MONUMENTED       NGS
 BY2405  HISTORY     - 20020712 MARK NOT FOUND   USPSQD
 BY2405
 BY2405                          STATION DESCRIPTION
 BY2405
 BY2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2405'0.8 MI SOUTH FROM SAN AUGUSTINE.
 BY2405'0.8 MILE SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2405'HIGHWAY 21 IN SAN AUGUSTINE, 313.0 FT. NORTH OF A METAL GATE LEADING
 BY2405'INTO A PASTURE, 64.0 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 4.5
 BY2405'FT. WEST OF A POWERLINE POLE, 1.0 FT. EAST OF A FENCE LINE.  DISK IS
 BY2405'1 INCH BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 BY2405'SCREW PLUG.
 BY2405'THE MARK IS 2 FT  S FROM A WITNESS POST.
 BY2405'THE MARK IS 6 FT ABOVE THE HIGHWAY.
 BY2405
 BY2405                          STATION RECOVERY (2002)
 BY2405
 BY2405'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BY2405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2536 ***********************************************************************
 BY2536  DESIGNATION -  J 1287
 BY2536  PID         -  BY2536
 BY2536  STATE/COUNTY-  TX/SHELBY
 BY2536  USGS QUAD   -  GARRISON EAST (1984)
 BY2536
 BY2536                         *CURRENT SURVEY CONTROL
 BY2536  ___________________________________________________________________
 BY2536* NAD 83(1986)-  31 52 26.     (N)    094 26 49.     (W)     SCALED    
 BY2536* NAVD 88     -       112.090  (meters)     367.75   (feet)  ADJUSTED  
 BY2536  ___________________________________________________________________
 BY2536  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY2536  DYNAMIC HT  -         111.955 (meters)     367.31  (feet)  COMP
 BY2536  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 BY2536
 BY2536  VERT ORDER  -  FIRST     CLASS II
 BY2536
 BY2536.The horizontal coordinates were scaled from a topographic map and have
 BY2536.an estimated accuracy of +/- 6 seconds.
 BY2536
 BY2536.The orthometric height was determined by differential leveling
 BY2536.and adjusted by the National Geodetic Survey in June 1991..
 BY2536
 BY2536.The geoid height was determined by GEOID03.
 BY2536
 BY2536.The dynamic height is computed by dividing the NAVD 88
 BY2536.geopotential number by the normal gravity value computed on the
 BY2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2536.degrees latitude (g = 980.6199 gals.).
 BY2536
 BY2536.The modeled gravity was interpolated from observed gravity values.
 BY2536
 BY2536;                    North         East    Units  Estimated Accuracy
 BY2536;SPC TX C     - 3,259,430.    1,256,720.      MT  (+/- 180 meters Scaled)
 BY2536
 BY2536                          SUPERSEDED SURVEY CONTROL
 BY2536
 BY2536.No superseded survey control is available for this station.
 BY2536
 BY2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR631273(NAD 83)
 BY2536_MARKER: DB = BENCH MARK DISK
 BY2536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2536_SP_SET: STAINLESS STEEL ROD
 BY2536_STAMPING: J 1287 1979
 BY2536_PROJECTION: FLUSH
 BY2536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2536_ROD/PIPE-DEPTH: 2.13 meters
 BY2536
 BY2536  HISTORY     - Date     Condition        Report By
 BY2536  HISTORY     - 1979     MONUMENTED       NGS
 BY2536
 BY2536                          STATION DESCRIPTION
 BY2536
 BY2536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2536'3.05 MI SW FROM TIMPSON.
 BY2536'3.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 BY2536'HIGHWAY 87 IN TIMPSON, AT A LANE LEADING NORTH TO THE G.N. ASHABRANNER
 BY2536'RESIDENCE, 180 FT. NORTH OF A DIRT DRIVE, 137.5 FT. WEST OF THE
 BY2536'SOUTHWEST CORNER OF A WHITE WOOD FRAME HOUSE, 97.0 FT. SOUTHWEST OF
 BY2536'POWERLINE POLE NUMBER 107771 WITH TRANSFORMER, 16.0 FT. WEST OF THE
 BY2536'CENTERLINE OF THE LANE, 1.0 FT. WEST OF A FENCE, 1.0 FT. EAST OF A
 BY2536'FENCE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH
 BY2536'A 4-INCH PLASTIC SCREW PLUG.  NOTE-AN EXCESSIVE EFFORT WAS MADE TO
 BY2536'GAIN THIS DEPTH.
 BY2536'THE MARK IS 1.5 FT  NNW FROM A WITNESS POST.
 BY2536'THE MARK IS 7 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1949 ***********************************************************************
 BK1949  DESIGNATION -  J 1288
 BK1949  PID         -  BK1949
 BK1949  STATE/COUNTY-  TX/JASPER
 BK1949  USGS QUAD   -  KIRBYVILLE (1984)
 BK1949
 BK1949                         *CURRENT SURVEY CONTROL
 BK1949  ___________________________________________________________________
 BK1949* NAD 83(1986)-  30 38 03.     (N)    093 54 05.     (W)     SCALED    
 BK1949* NAVD 88     -        34.441  (meters)     113.00   (feet)  ADJUSTED  
 BK1949  ___________________________________________________________________
 BK1949  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BK1949  DYNAMIC HT  -          34.397 (meters)     112.85  (feet)  COMP
 BK1949  MODELED GRAV-     979,351.0   (mgal)                       NAVD 88
 BK1949
 BK1949  VERT ORDER  -  FIRST     CLASS II
 BK1949
 BK1949.The horizontal coordinates were scaled from a topographic map and have
 BK1949.an estimated accuracy of +/- 6 seconds.
 BK1949
 BK1949.The orthometric height was determined by differential leveling
 BK1949.and adjusted by the National Geodetic Survey in June 1991..
 BK1949
 BK1949.The geoid height was determined by GEOID03.
 BK1949
 BK1949.The dynamic height is computed by dividing the NAVD 88
 BK1949.geopotential number by the normal gravity value computed on the
 BK1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1949.degrees latitude (g = 980.6199 gals.).
 BK1949
 BK1949.The modeled gravity was interpolated from observed gravity values.
 BK1949
 BK1949;                    North         East    Units  Estimated Accuracy
 BK1949;SPC TX C     - 3,125,070.    1,316,210.      MT  (+/- 180 meters Scaled)
 BK1949
 BK1949                          SUPERSEDED SURVEY CONTROL
 BK1949
 BK1949  NGVD 29 (??/??/??)   34.425  (m)          112.94   (f) ADJUSTED    1 2
 BK1949
 BK1949.Superseded values are not recommended for survey control.
 BK1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1949.See file dsdata.txt to determine how the superseded data were derived.
 BK1949
 BK1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP136894(NAD 83)
 BK1949_MARKER: I = METAL ROD
 BK1949_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1949_SP_SET: STAINLESS STEEL ROD
 BK1949_STAMPING: J 1288 1979
 BK1949_PROJECTION: FLUSH
 BK1949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1949+STABILITY: POSITION/ELEVATION WELL
 BK1949_ROD/PIPE-DEPTH: 9.14 meters
 BK1949
 BK1949  HISTORY     - Date     Condition        Report By
 BK1949  HISTORY     - 1979     MONUMENTED       NGS
 BK1949  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1949
 BK1949                          STATION DESCRIPTION
 BK1949
 BK1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1949'1.8 MI SSW FROM KIRBYVILLE.
 BK1949'1.8 MILES SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF
 BK1949'FARM ROAD 1013 IN KIRBYVILLE, AT THE JUNCTION OF A DIRT ROAD, 137 FT.
 BK1949'EAST OF THE CENTERLINE OF THE HIGHWAY, 19.0 FT. SOUTH OF THE
 BK1949'CENTERLINE OF THE DIRT ROAD LEADING EAST, 69.0 FT. EAST OF A CYCLONE
 BK1949'FENCE CORNER POST AND TELEPHONE JUNCTION BOX, 1.0 FT. NORTH OF THE
 BK1949'CYCLONE FENCE.  DISK IS 4 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BK1949'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1949'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BK1949
 BK1949                          STATION RECOVERY (2004)
 BK1949
 BK1949'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1923 ***********************************************************************
 BK1923  DESIGNATION -  J 1289
 BK1923  PID         -  BK1923
 BK1923  STATE/COUNTY-  TX/JASPER
 BK1923  USGS QUAD   -  JASPER EAST (1984)
 BK1923
 BK1923                         *CURRENT SURVEY CONTROL
 BK1923  ___________________________________________________________________
 BK1923* NAD 83(1986)-  30 59 53.     (N)    093 59 05.     (W)     SCALED    
 BK1923* NAVD 88     -       124.555  (meters)     408.64   (feet)  ADJUSTED  
 BK1923  ___________________________________________________________________
 BK1923  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BK1923  DYNAMIC HT  -         124.393 (meters)     408.11  (feet)  COMP
 BK1923  MODELED GRAV-     979,337.7   (mgal)                       NAVD 88
 BK1923
 BK1923  VERT ORDER  -  FIRST     CLASS II
 BK1923
 BK1923.The horizontal coordinates were scaled from a topographic map and have
 BK1923.an estimated accuracy of +/- 6 seconds.
 BK1923
 BK1923.The orthometric height was determined by differential leveling
 BK1923.and adjusted by the National Geodetic Survey in June 1991..
 BK1923
 BK1923.The geoid height was determined by GEOID03.
 BK1923
 BK1923.The dynamic height is computed by dividing the NAVD 88
 BK1923.geopotential number by the normal gravity value computed on the
 BK1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1923.degrees latitude (g = 980.6199 gals.).
 BK1923
 BK1923.The modeled gravity was interpolated from observed gravity values.
 BK1923
 BK1923;                    North         East    Units  Estimated Accuracy
 BK1923;SPC TX C     - 3,164,890.    1,305,930.      MT  (+/- 180 meters Scaled)
 BK1923
 BK1923                          SUPERSEDED SURVEY CONTROL
 BK1923
 BK1923  NGVD 29 (??/??/??)  124.555  (m)          408.64   (f) ADJUSTED    1 2
 BK1923
 BK1923.Superseded values are not recommended for survey control.
 BK1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1923.See file dsdata.txt to determine how the superseded data were derived.
 BK1923
 BK1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ059298(NAD 83)
 BK1923_MARKER: I = METAL ROD
 BK1923_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1923_SP_SET: STAINLESS STEEL ROD
 BK1923_STAMPING: J 1289 1979
 BK1923_PROJECTION: FLUSH
 BK1923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1923+STABILITY: POSITION/ELEVATION WELL
 BK1923_ROD/PIPE-DEPTH: 7.62 meters
 BK1923
 BK1923  HISTORY     - Date     Condition        Report By
 BK1923  HISTORY     - 1979     MONUMENTED       NGS
 BK1923
 BK1923                          STATION DESCRIPTION
 BK1923
 BK1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1923'5.85 MI NORTH FROM JASPER.
 BK1923'5.85 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BK1923'HIGHWAY 190 IN JASPER, AT A CHAIN LINK FENCE LINE ON THE WEST
 BK1923'SIDE OF THE HIGHWAY, 193.0 FT. NORTHEAST OF THE SOUTHEAST FENCE
 BK1923'CORNER, 161.0 FT. SOUTH OF THE NORTHEAST FENCE CORNER, 67.5 FT.
 BK1923'WEST OF THE CENTERLINE OF HIGHWAY 96 SOUTHBOUND,
 BK1923'3.0 FT. SOUTHEAST OF A TELEPHONE POLE WITH GUY WIRE, 1.0 FT. EAST
 BK1923'OF A FENCE LINE.  DISK IS 5 INCHES BELOW GROUND, ACCESS TO WHICH IS
 BK1923'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1923'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BK1923'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2509 ***********************************************************************
 BY2509  DESIGNATION -  J 1289 A
 BY2509  PID         -  BY2509
 BY2509  STATE/COUNTY-  TX/NACOGDOCHES
 BY2509  USGS QUAD   -  CUSHING (1973)
 BY2509
 BY2509                         *CURRENT SURVEY CONTROL
 BY2509  ___________________________________________________________________
 BY2509* NAD 83(1986)-  31 47 55.     (N)    094 47 28.     (W)     SCALED    
 BY2509* NAVD 88     -       124.549  (meters)     408.62   (feet)  ADJUSTED  
 BY2509  ___________________________________________________________________
 BY2509  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BY2509  DYNAMIC HT  -         124.398 (meters)     408.13  (feet)  COMP
 BY2509  MODELED GRAV-     979,425.5   (mgal)                       NAVD 88
 BY2509
 BY2509  VERT ORDER  -  FIRST     CLASS II
 BY2509
 BY2509.The horizontal coordinates were scaled from a topographic map and have
 BY2509.an estimated accuracy of +/- 6 seconds.
 BY2509
 BY2509.The orthometric height was determined by differential leveling
 BY2509.and adjusted by the National Geodetic Survey in June 1991..
 BY2509
 BY2509.The geoid height was determined by GEOID03.
 BY2509
 BY2509.The dynamic height is computed by dividing the NAVD 88
 BY2509.geopotential number by the normal gravity value computed on the
 BY2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2509.degrees latitude (g = 980.6199 gals.).
 BY2509
 BY2509.The modeled gravity was interpolated from observed gravity values.
 BY2509
 BY2509;                    North         East    Units  Estimated Accuracy
 BY2509;SPC TX C     - 3,249,420.    1,224,620.      MT  (+/- 180 meters Scaled)
 BY2509
 BY2509                          SUPERSEDED SURVEY CONTROL
 BY2509
 BY2509.No superseded survey control is available for this station.
 BY2509
 BY2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR304195(NAD 83)
 BY2509_MARKER: DB = BENCH MARK DISK
 BY2509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2509_SP_SET: STAINLESS STEEL ROD
 BY2509_STAMPING: J 1289 A 1979
 BY2509_PROJECTION: FLUSH
 BY2509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2509_ROD/PIPE-DEPTH: 2.44 meters
 BY2509
 BY2509  HISTORY     - Date     Condition        Report By
 BY2509  HISTORY     - 1979     MONUMENTED       NGS
 BY2509  HISTORY     - 19980919 GOOD             USPSQD
 BY2509
 BY2509                          STATION DESCRIPTION
 BY2509
 BY2509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2509'3.6 MI SE FROM CUSHING.
 BY2509'3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM
 BY2509'ROAD 225 IN CUSHING, AT THE JUNCTION OF A DIRT ROAD, 174 FT.
 BY2509'WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD, 54.5 FT. SOUTH-SOUTHWEST
 BY2509'OF THE CENTERLINE OF THE HIGHWAY, 17.5 FT. WEST-NORTHWEST OF A 20-INCH
 BY2509'TWIN-TRUNKED PINE TREE USED AS A FENCE CORNER, 1.0 FT. NORTH-NORTHEAST
 BY2509'OF A FENCE.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2509'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2509'THE MARK IS 1.8 FT  NNE FROM A WITNESS POST.
 BY2509'THE MARK IS 2 FT BELOW THE HIGHWAY.
 BY2509
 BY2509                          STATION RECOVERY (1998)
 BY2509
 BY2509'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0906 ***********************************************************************
 AE0906  DESIGNATION -  J 129
 AE0906  PID         -  AE0906
 AE0906  STATE/COUNTY-  TX/STARR
 AE0906  USGS QUAD   -  LA GLORIA (1993)
 AE0906
 AE0906                         *CURRENT SURVEY CONTROL
 AE0906  ___________________________________________________________________
 AE0906* NAD 83(1986)-  26 43 11.     (N)    098 31 20.     (W)     SCALED    
 AE0906* NAVD 88     -       101.174  (meters)     331.94   (feet)  ADJUSTED  
 AE0906  ___________________________________________________________________
 AE0906  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AE0906  DYNAMIC HT  -         101.008 (meters)     331.39  (feet)  COMP
 AE0906  MODELED GRAV-     979,010.7   (mgal)                       NAVD 88
 AE0906
 AE0906  VERT ORDER  -  SECOND    CLASS 0
 AE0906
 AE0906.The horizontal coordinates were scaled from a topographic map and have
 AE0906.an estimated accuracy of +/- 6 seconds.
 AE0906
 AE0906.The orthometric height was determined by differential leveling
 AE0906.and adjusted by the National Geodetic Survey in June 1991..
 AE0906
 AE0906.The geoid height was determined by GEOID03.
 AE0906
 AE0906.The dynamic height is computed by dividing the NAVD 88
 AE0906.geopotential number by the normal gravity value computed on the
 AE0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0906.degrees latitude (g = 980.6199 gals.).
 AE0906
 AE0906.The modeled gravity was interpolated from observed gravity values.
 AE0906
 AE0906;                    North         East    Units  Estimated Accuracy
 AE0906;SPC TX S     - 5,116,670.      297,790.      MT  (+/- 180 meters Scaled)
 AE0906
 AE0906                          SUPERSEDED SURVEY CONTROL
 AE0906
 AE0906  NGVD 29 (??/??/92)  101.24   (m)          332.2    (f) COMPUTED    2 0
 AE0906
 AE0906.Superseded values are not recommended for survey control.
 AE0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0906.See file dsdata.txt to determine how the superseded data were derived.
 AE0906
 AE0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ475554(NAD 83)
 AE0906_MARKER: DB = BENCH MARK DISK
 AE0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0906_STAMPING: J-129 1933
 AE0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0906+STABILITY: SURFACE MOTION
 AE0906
 AE0906  HISTORY     - Date     Condition        Report By
 AE0906  HISTORY     - 1933     MONUMENTED       CGS
 AE0906  HISTORY     - 1942     GOOD             NGS
 AE0906
 AE0906                          STATION DESCRIPTION
 AE0906
 AE0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AE0906'30.9 MI N FROM RIO GRANDE CITY.
 AE0906'3.50 MILES SOUTH OF SANTA ELENA ALONG SANTA ELENA - RIO GRANDE CITY
 AE0906'ROAD AT ITS JUNCTION WITH THE ROAD TO LA REFORMA WHICH LEADS TO THE
 AE0906'EAST, IN FENCE CORNER 25 FEET EAST OF CENTER OF AUTO PASS AT CATTLE
 AE0906'GUARD CONTAINING GATE AND PASS ON A EAST-WEST FENCE.
 AE0906
 AE0906                          STATION RECOVERY (1942)
 AE0906
 AE0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AE0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2482 ***********************************************************************
 BY2482  DESIGNATION -  J 1290
 BY2482  PID         -  BY2482
 BY2482  STATE/COUNTY-  TX/CHEROKEE
 BY2482  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2482
 BY2482                         *CURRENT SURVEY CONTROL
 BY2482  ___________________________________________________________________
 BY2482* NAD 83(1986)-  31 57 04.     (N)    095 18 53.     (W)     SCALED    
 BY2482* NAVD 88     -       145.793  (meters)     478.32   (feet)  ADJUSTED  
 BY2482  ___________________________________________________________________
 BY2482  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY2482  DYNAMIC HT  -         145.617 (meters)     477.75  (feet)  COMP
 BY2482  MODELED GRAV-     979,429.1   (mgal)                       NAVD 88
 BY2482
 BY2482  VERT ORDER  -  FIRST     CLASS II
 BY2482
 BY2482.The horizontal coordinates were scaled from a topographic map and have
 BY2482.an estimated accuracy of +/- 6 seconds.
 BY2482
 BY2482.The orthometric height was determined by differential leveling
 BY2482.and adjusted by the National Geodetic Survey in June 1991..
 BY2482
 BY2482.The geoid height was determined by GEOID03.
 BY2482
 BY2482.The dynamic height is computed by dividing the NAVD 88
 BY2482.geopotential number by the normal gravity value computed on the
 BY2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2482.degrees latitude (g = 980.6199 gals.).
 BY2482
 BY2482.The modeled gravity was interpolated from observed gravity values.
 BY2482
 BY2482;                    North         East    Units  Estimated Accuracy
 BY2482;SPC TX C     - 3,263,960.    1,174,320.      MT  (+/- 180 meters Scaled)
 BY2482
 BY2482                          SUPERSEDED SURVEY CONTROL
 BY2482
 BY2482.No superseded survey control is available for this station.
 BY2482
 BY2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR812373(NAD 83)
 BY2482_MARKER: DB = BENCH MARK DISK
 BY2482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2482_SP_SET: STAINLESS STEEL ROD
 BY2482_STAMPING: J 1290 1980
 BY2482_PROJECTION: FLUSH
 BY2482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2482_ROD/PIPE-DEPTH: 5.2  meters
 BY2482
 BY2482  HISTORY     - Date     Condition        Report By
 BY2482  HISTORY     - 1980     MONUMENTED       NGS
 BY2482  HISTORY     - 19960420 GOOD             USPSQD
 BY2482  HISTORY     - 20040606 GOOD             USPSQD
 BY2482
 BY2482                          STATION DESCRIPTION
 BY2482
 BY2482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2482'4.7 KM SW FROM JACKSONVILLE.
 BY2482'4.7 KM. (2.95 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BY2482'OF U.S. HIGHWAY 69 IN JACKSONVILLE, AT THE JUNCTION OF FARM ROAD 747,
 BY2482'73.8 M. (242 FT.) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BY2482'46.3 M. (152 FT.) NORTH OF THE NORTH RAIL OF THE MISSOURI PACIFIC
 BY2482'RAILROAD, 17.4 M. (57.0 FT.) NORTH-NORTHWEST OF A POWERLINE POLE,
 BY2482'15.2 M. (50.0 FT.) NORTHEAST OF THE CENTERLINE OF THE FARM ROAD,
 BY2482'10.7 M. (35.0 FT.) NORTH-NORTHWEST OF THE CENTERLINE OF A DIRT ROAD,
 BY2482'9.1 M. (30.0 FT.) NORTH OF A CONCRETE CULVERT, 5.2 M. (17.0 FT.)
 BY2482'NORTH-NORTHWEST OF A FENCE CORNER, 2.4 M. (8.0 FT.) EAST-NORTHEAST OF
 BY2482'AN UNDERGROUND WATER METER WITH A METAL LID, 0.3 M. (1.0 FT.)
 BY2482'SOUTHWEST OF A FENCE.  DISK IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS
 BY2482'HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2482'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 BY2482'THE MARK IS ABOVE LEVEL WITH THE FARM ROAD.
 BY2482
 BY2482                          STATION RECOVERY (1996)
 BY2482
 BY2482'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2482'RECOVERED IN GOOD CONDITION.
 BY2482
 BY2482                          STATION RECOVERY (2004)
 BY2482
 BY2482'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2466 ***********************************************************************
 BY2466  DESIGNATION -  J 1291
 BY2466  PID         -  BY2466
 BY2466  STATE/COUNTY-  TX/ANDERSON
 BY2466  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2466
 BY2466                         *CURRENT SURVEY CONTROL
 BY2466  ___________________________________________________________________
 BY2466* NAD 83(1986)-  31 45 49.     (N)    095 38 04.     (W)     SCALED    
 BY2466* NAVD 88     -       152.386  (meters)     499.95   (feet)  ADJUSTED  
 BY2466  ___________________________________________________________________
 BY2466  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2466  DYNAMIC HT  -         152.201 (meters)     499.35  (feet)  COMP
 BY2466  MODELED GRAV-     979,420.4   (mgal)                       NAVD 88
 BY2466  OBS GRAVITY -     979,417.6   (mgal)                       GRAV_OBS
 BY2466
 BY2466  VERT ORDER  -  FIRST     CLASS II
 BY2466
 BY2466.The horizontal coordinates were scaled from a topographic map and have
 BY2466.an estimated accuracy of +/- 6 seconds.
 BY2466
 BY2466.The orthometric height was determined by differential leveling
 BY2466.and adjusted by the National Geodetic Survey in June 1991..
 BY2466
 BY2466.The geoid height was determined by GEOID03.
 BY2466
 BY2466.The dynamic height is computed by dividing the NAVD 88
 BY2466.geopotential number by the normal gravity value computed on the
 BY2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2466.degrees latitude (g = 980.6199 gals.).
 BY2466
 BY2466.The modeled gravity was interpolated from observed gravity values.
 BY2466.The observed gravity was obtained from relative gravimeter ties
 BY2466.to the IGSN71 gravity network.
 BY2466
 BY2466;                    North         East    Units  Estimated Accuracy
 BY2466;SPC TX C     - 3,241,870.    1,145,000.      MT  (+/- 180 meters Scaled)
 BY2466
 BY2466                          SUPERSEDED SURVEY CONTROL
 BY2466
 BY2466.No superseded survey control is available for this station.
 BY2466
 BY2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR504172(NAD 83)
 BY2466_MARKER: I = METAL ROD
 BY2466_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2466_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2466_STAMPING: J 1291 1980
 BY2466_MARK LOGO: NGS   
 BY2466_PROJECTION: RECESSED 5 CENTIMETERS
 BY2466_MAGNETIC: I = MARKER IS A STEEL ROD
 BY2466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2466+STABILITY: POSITION/ELEVATION WELL
 BY2466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2466+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1997
 BY2466_ROD/PIPE-DEPTH: 8.27 meters
 BY2466_SLEEVE-DEPTH  : 0.3 meters
 BY2466
 BY2466  HISTORY     - Date     Condition        Report By
 BY2466  HISTORY     - 1980     MONUMENTED       NGS
 BY2466  HISTORY     - 1980     GOOD             NGS
 BY2466  HISTORY     - 1990     GOOD             USPSQD
 BY2466  HISTORY     - 19971016 GOOD             NGS
 BY2466  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2466
 BY2466                          STATION DESCRIPTION
 BY2466
 BY2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2466'IN PALESTINE.
 BY2466'IN PALESTINE, THREE BLOCKS WEST ALONG WEST OAK STREET FROM THE FEDERAL
 BY2466'BUILDING, THENCE TWO BLOCKS NORTH ALONG NORTH QUEEN STREET, AT THE
 BY2466'JUNCTION OF WEST DEBARD STREET, 14.2 M. (46.7 FT.) NORTHEAST OF THE
 BY2466'NORTHWEST CORNER OF THE CITY HALL, 13.4 M. (44.0 FT.) EAST OF THE EAST
 BY2466'CURB OF QUEEN STREET, 10.7 M. (35.1 FT.) NORTH OF THE NORTH FACE OF
 BY2466'THE BUILDING, 5.7 M. (18.8 FT.) SOUTH OF THE SOUTH CURB OF DEBARD
 BY2466'STREET, 3.5 M. (11.6 FT.) EAST OF THE EAST FACE OF THE WILLIAM
 BY2466'FINDLEY MONUMENT, 5.0 M. (16.4 FT.) WEST OF THE WEST CURB OF A PARKING
 BY2466'LOT.  DATUM POINT IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2466'THROUGH A 13-CM. LOGO CAP.
 BY2466'THE MARK IS ABOVE LEVEL WITH THE STREET.
 BY2466
 BY2466                          STATION RECOVERY (1980)
 BY2466
 BY2466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2466'NOTE-THIS MARK IS DESCRIBED IN L24543.L2.
 BY2466
 BY2466                          STATION RECOVERY (1990)
 BY2466
 BY2466'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2466'RECOVERED IN GOOD CONDITION.
 BY2466
 BY2466                          STATION RECOVERY (1997)
 BY2466
 BY2466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2466'IN PALESTINE, AT THE INTERSECTION OF NORTH QUEEN AND WEST DEBARD
 BY2466'STREETS, 19.4 M (63.6 FT) EAST OF THE CENTER OF NORTH QUEEN STREET,
 BY2466'13.8 M (45.3 FT) NORTHEAST OF THE NORTHWEST CORNER OF CITY HALL, 11.5
 BY2466'M (37.7 FT) SOUTH OF THE CENTER OF WEST DEBARD STREET, 10.7 M (35.1
 BY2466'FT) NORTH OF THE NORTH FACE OF THE BUILDING, 5.0 M (16.4 FT) WEST OF
 BY2466'THE WEST EDGE OF A PARKING LOT, 3.4 M (11.2 FT) EAST OF THE EAST FACE
 BY2466'OF A MEMORIAL GROVE MONUMENT, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 BY2466'WEST DEBARD STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 BY2466'5-INCH LOGO CAP.  THE ORGINAL DESCRIPTION STATES THE SLEEVE DEPTH WAS
 BY2466'0.3 M (1.0 FT) , BUT THE MARK IS A CLASS A MONUMENT.
 BY2466
 BY2466                          STATION RECOVERY (2002)
 BY2466
 BY2466'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1129 ***********************************************************************
 BZ1129  DESIGNATION -  J 1294
 BZ1129  PID         -  BZ1129
 BZ1129  STATE/COUNTY-  TX/LEON
 BZ1129  USGS QUAD   -  BUFFALO (1982)
 BZ1129
 BZ1129                         *CURRENT SURVEY CONTROL
 BZ1129  ___________________________________________________________________
 BZ1129* NAD 83(1986)-  31 28 54.     (N)    096 01 51.     (W)     SCALED    
 BZ1129* NAVD 88     -       109.914  (meters)     360.61   (feet)  ADJUSTED  
 BZ1129  ___________________________________________________________________
 BZ1129  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BZ1129  DYNAMIC HT  -         109.779 (meters)     360.17  (feet)  COMP
 BZ1129  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 BZ1129
 BZ1129  VERT ORDER  -  FIRST     CLASS II
 BZ1129
 BZ1129.The horizontal coordinates were scaled from a topographic map and have
 BZ1129.an estimated accuracy of +/- 6 seconds.
 BZ1129
 BZ1129.The orthometric height was determined by differential leveling
 BZ1129.and adjusted by the National Geodetic Survey in June 1991..
 BZ1129
 BZ1129.The geoid height was determined by GEOID03.
 BZ1129
 BZ1129.The dynamic height is computed by dividing the NAVD 88
 BZ1129.geopotential number by the normal gravity value computed on the
 BZ1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1129.degrees latitude (g = 980.6199 gals.).
 BZ1129
 BZ1129.The modeled gravity was interpolated from observed gravity values.
 BZ1129
 BZ1129;                    North         East    Units  Estimated Accuracy
 BZ1129;SPC TX C     - 3,209,110.    1,108,690.      MT  (+/- 180 meters Scaled)
 BZ1129
 BZ1129                          SUPERSEDED SURVEY CONTROL
 BZ1129
 BZ1129.No superseded survey control is available for this station.
 BZ1129
 BZ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV820868(NAD 83)
 BZ1129_MARKER: DB = BENCH MARK DISK
 BZ1129_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1129_SP_SET: STAINLESS STEEL ROD
 BZ1129_STAMPING: J 1294
 BZ1129_PROJECTION: FLUSH
 BZ1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1129_ROD/PIPE-DEPTH: 4.6  meters
 BZ1129
 BZ1129  HISTORY     - Date     Condition        Report By
 BZ1129  HISTORY     - 1980     MONUMENTED       NGS
 BZ1129  HISTORY     - 1990     GOOD             USPSQD
 BZ1129
 BZ1129                          STATION DESCRIPTION
 BZ1129
 BZ1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1129'4.1 KM NE FROM BUFFALO.
 BZ1129'4.1 KM. (2.55 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BZ1129'OF U.S. HIGHWAY 75 IN BUFFALO, AT THE VAN WINKLE RANCH ENTRANCE,
 BZ1129'16.5 M. (54.0 FT.) NORTHEAST AND ACROSS A FENCE FROM A GAS METER,
 BZ1129'15.2 M. (50.0 FT.) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.5 M.
 BZ1129'(51.0 FT.) SOUTHWEST OF THE CENTERLINE OF THE RANCH ROAD, 6.4 M.
 BZ1129'(21.0 FT.) SOUTHWEST OF A 20-CM. STEEL I-BEAM FENCE CORNER, 1.8 M.
 BZ1129'(6.0 FT.) SOUTHWEST OF A TELEPHONE JUNCTION BOX, 0.2 M. (0.5 FT.)
 BZ1129'SOUTHEAST OF A FENCE, 19.8 M. (65.0 FT.) SOUTH OF THE WEST END OF A
 BZ1129'STEEL CATTLE GUARD.  DISK IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS
 BZ1129'HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BZ1129'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BZ1129'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BZ1129
 BZ1129                          STATION RECOVERY (1990)
 BZ1129
 BZ1129'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1164 ***********************************************************************
 BZ1164  DESIGNATION -  J 1295
 BZ1164  PID         -  BZ1164
 BZ1164  STATE/COUNTY-  TX/LIMESTONE
 BZ1164  USGS QUAD   -  COOLIDGE (1978)
 BZ1164
 BZ1164                         *CURRENT SURVEY CONTROL
 BZ1164  ___________________________________________________________________
 BZ1164* NAD 83(1986)-  31 45 19.     (N)    096 37 54.     (W)     SCALED    
 BZ1164* NAVD 88     -       165.667  (meters)     543.53   (feet)  ADJUSTED  
 BZ1164  ___________________________________________________________________
 BZ1164  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 BZ1164  DYNAMIC HT  -         165.470 (meters)     542.88  (feet)  COMP
 BZ1164  MODELED GRAV-     979,447.4   (mgal)                       NAVD 88
 BZ1164
 BZ1164  VERT ORDER  -  FIRST     CLASS II
 BZ1164
 BZ1164.The horizontal coordinates were scaled from a topographic map and have
 BZ1164.an estimated accuracy of +/- 6 seconds.
 BZ1164
 BZ1164.The orthometric height was determined by differential leveling
 BZ1164.and adjusted by the National Geodetic Survey in June 1991..
 BZ1164
 BZ1164.The geoid height was determined by GEOID03.
 BZ1164
 BZ1164.The dynamic height is computed by dividing the NAVD 88
 BZ1164.geopotential number by the normal gravity value computed on the
 BZ1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1164.degrees latitude (g = 980.6199 gals.).
 BZ1164
 BZ1164.The modeled gravity was interpolated from observed gravity values.
 BZ1164
 BZ1164;                    North         East    Units  Estimated Accuracy
 BZ1164;SPC TX C     - 3,237,380.    1,050,630.      MT  (+/- 180 meters Scaled)
 BZ1164
 BZ1164                          SUPERSEDED SURVEY CONTROL
 BZ1164
 BZ1164.No superseded survey control is available for this station.
 BZ1164
 BZ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA243157(NAD 83)
 BZ1164_MARKER: I = METAL ROD
 BZ1164_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1164_SP_SET: STAINLESS STEEL ROD
 BZ1164_STAMPING: J 1295 1980
 BZ1164_PROJECTION: FLUSH
 BZ1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1164_ROD/PIPE-DEPTH: 7.3  meters
 BZ1164
 BZ1164  HISTORY     - Date     Condition        Report By
 BZ1164  HISTORY     - 1980     MONUMENTED       NGS
 BZ1164  HISTORY     - 19950715 GOOD             USPSQD
 BZ1164
 BZ1164                          STATION DESCRIPTION
 BZ1164
 BZ1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1164'16.7 KM NW FROM MEXIA.
 BZ1164'16.7 KM. (10.4 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE
 BZ1164'JUNCTION OF STATE HIGHWAY 14 IN MEXIA, ALSO 0.25 KM. (0.15 MI.)
 BZ1164'NORTHEAST ALONG COUNTY ROAD 73 FROM THE POST OFFICE IN COOLIDGE,
 BZ1164'THENCE 1.8 KM. (1.1 MI.) EAST ALONG STATE HIGHWAY 171, AT THE JUNCTION
 BZ1164'OF A PAVED ROAD LEADING NORTHEAST, 23.8 M. (78.0 FT.) NORTH OF THE
 BZ1164'CENTERLINE OF THE HIGHWAY, 29.0 M. (95.0 FT.) SOUTH-SOUTHEAST OF THE
 BZ1164'CENTERLINE OF THE PAVED ROAD, 46.0 M. (151 FT.) EAST-NORTHEAST OF THE
 BZ1164'CENTER OF THE NORTHEAST END OF A CONCRETE BOX CULVERT UNDER THE
 BZ1164'HIGHWAY, 6.1 M. (20.0 FT.) SOUTHEAST OF THE CENTER OF A METAL GATE
 BZ1164'LEADING TO A PASTURE, 1.8 M. (6.0 FT.) EAST-NORTHEAST OF A POWERLINE
 BZ1164'POLE WITH A TRANSFORMER, 2.7 M. (9.0 FT.) EAST OF A CORNER FENCE POST,
 BZ1164'0.3 M. (1.0 FT.) SOUTH OF A FENCE, 3.4 M. (11.0 FT.) EAST-NORTHEAST
 BZ1164'OF A RIGHT-OF-WAY MARKER.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS
 BZ1164'TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1164'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 BZ1164'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BZ1164
 BZ1164                          STATION RECOVERY (1995)
 BZ1164
 BZ1164'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1890 ***********************************************************************
 BL1890  DESIGNATION -  J 1296
 BL1890  PID         -  BL1890
 BL1890  STATE/COUNTY-  TX/TRINITY
 BL1890  USGS QUAD   -  TRINITY WEST (1972)
 BL1890
 BL1890                         *CURRENT SURVEY CONTROL
 BL1890  ___________________________________________________________________
 BL1890* NAD 83(1986)-  30 58 35.     (N)    095 24 23.     (W)     SCALED    
 BL1890* NAVD 88     -        88.597  (meters)     290.67   (feet)  ADJUSTED  
 BL1890  ___________________________________________________________________
 BL1890  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL1890  DYNAMIC HT  -          88.484 (meters)     290.30  (feet)  COMP
 BL1890  MODELED GRAV-     979,365.1   (mgal)                       NAVD 88
 BL1890
 BL1890  VERT ORDER  -  FIRST     CLASS II
 BL1890
 BL1890.The horizontal coordinates were scaled from a topographic map and have
 BL1890.an estimated accuracy of +/- 6 seconds.
 BL1890
 BL1890.The orthometric height was determined by differential leveling
 BL1890.and adjusted by the National Geodetic Survey in June 1991..
 BL1890
 BL1890.The geoid height was determined by GEOID03.
 BL1890
 BL1890.The dynamic height is computed by dividing the NAVD 88
 BL1890.geopotential number by the normal gravity value computed on the
 BL1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1890.degrees latitude (g = 980.6199 gals.).
 BL1890
 BL1890.The modeled gravity was interpolated from observed gravity values.
 BL1890
 BL1890;                    North         East    Units  Estimated Accuracy
 BL1890;SPC TX C     - 3,155,610.    1,170,450.      MT  (+/- 180 meters Scaled)
 BL1890
 BL1890                          SUPERSEDED SURVEY CONTROL
 BL1890
 BL1890.No superseded survey control is available for this station.
 BL1890
 BL1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ701294(NAD 83)
 BL1890_MARKER: DB = BENCH MARK DISK
 BL1890_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1890_SP_SET: STAINLESS STEEL ROD
 BL1890_STAMPING: J 1296 1980
 BL1890_PROJECTION: FLUSH
 BL1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1890+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 BL1890_ROD/PIPE-DEPTH: 4.0  meters
 BL1890
 BL1890  HISTORY     - Date     Condition        Report By
 BL1890  HISTORY     - 1980     MONUMENTED       NGS
 BL1890  HISTORY     - 19960601 GOOD             USPSQD
 BL1890  HISTORY     - 20060406 GOOD             USPSQD
 BL1890
 BL1890                          STATION DESCRIPTION
 BL1890
 BL1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BL1890'4.35 KM NW FROM TRINITY.
 BL1890'4.35 KM. (2.7 MI.) NORTHWEST ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 BL1890'OF STATE HIGHWAY 94 IN TRINITY, 20.0 M. (65.5 FT.) SOUTH-SOUTHWEST OF
 BL1890'THE CENTERLINE OF THE HIGHWAY, 12.2 M. (40.1 FT.) SOUTHEAST OF THE
 BL1890'CENTERLINE OF A DIRT ROAD LEADING WEST, 8.7 M. (28.7 FT.) EAST OF A
 BL1890'PAIR OF 60-CM. PINE TREES, 7.9 M. (26.0 FT.) WEST-NORTHWEST OF A
 BL1890'30-CM. PINE TREE WITH WHITE PAINT, 5.8 M. (19.0 FT.) SOUTHWEST OF A
 BL1890'CONCRETE RIGHT-OF-WAY MARKER.  DISK IS 12 CM. BELOW GROUND, ACCESS TO
 BL1890'WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BL1890'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 BL1890'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 BL1890
 BL1890                          STATION RECOVERY (1996)
 BL1890
 BL1890'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1890'RECOVERED IN GOOD CONDITION.
 BL1890
 BL1890                          STATION RECOVERY (2006)
 BL1890
 BL1890'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BL1890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2453 ***********************************************************************
 BY2453  DESIGNATION -  J 1297
 BY2453  PID         -  BY2453
 BY2453  STATE/COUNTY-  TX/ANDERSON
 BY2453  USGS QUAD   -  ELKHART CREEK (1982)
 BY2453
 BY2453                         *CURRENT SURVEY CONTROL
 BY2453  ___________________________________________________________________
 BY2453* NAD 83(1986)-  31 37 09.     (N)    095 33 31.     (W)     SCALED    
 BY2453* NAVD 88     -       116.634  (meters)     382.66   (feet)  ADJUSTED  
 BY2453  ___________________________________________________________________
 BY2453  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BY2453  DYNAMIC HT  -         116.490 (meters)     382.18  (feet)  COMP
 BY2453  MODELED GRAV-     979,401.6   (mgal)                       NAVD 88
 BY2453
 BY2453  VERT ORDER  -  FIRST     CLASS II
 BY2453
 BY2453.The horizontal coordinates were scaled from a topographic map and have
 BY2453.an estimated accuracy of +/- 6 seconds.
 BY2453
 BY2453.The orthometric height was determined by differential leveling
 BY2453.and adjusted by the National Geodetic Survey in June 1991..
 BY2453
 BY2453.The geoid height was determined by GEOID03.
 BY2453
 BY2453.The dynamic height is computed by dividing the NAVD 88
 BY2453.geopotential number by the normal gravity value computed on the
 BY2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2453.degrees latitude (g = 980.6199 gals.).
 BY2453
 BY2453.The modeled gravity was interpolated from observed gravity values.
 BY2453
 BY2453;                    North         East    Units  Estimated Accuracy
 BY2453;SPC TX C     - 3,226,170.    1,152,870.      MT  (+/- 180 meters Scaled)
 BY2453
 BY2453                          SUPERSEDED SURVEY CONTROL
 BY2453
 BY2453.No superseded survey control is available for this station.
 BY2453
 BY2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR572010(NAD 83)
 BY2453_MARKER: DB = BENCH MARK DISK
 BY2453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2453_SP_SET: STAINLESS STEEL ROD
 BY2453_STAMPING: J 1297 1980
 BY2453_PROJECTION: FLUSH
 BY2453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2453_ROD/PIPE-DEPTH: 6.4  meters
 BY2453
 BY2453  HISTORY     - Date     Condition        Report By
 BY2453  HISTORY     - 1980     MONUMENTED       NGS
 BY2453
 BY2453                          STATION DESCRIPTION
 BY2453
 BY2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2453'2.1 KM SE FROM ELKHART.
 BY2453'2.1 KM. (1.3 MI.) SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE JUNCTION
 BY2453'OF STATE HIGHWAY 294 IN ELKHART, AT A GRAVELED ROAD LEADING SOUTHWEST
 BY2453'TO A FIELD, 23.9 M. (78.5 FT.) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 BY2453'THE HIGHWAY, 2.9 M. (9.5 FT.) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 BY2453'0.6 M. (2.0 FT.) WEST-SOUTHWEST OF A 10-CM. BY 10-CM. CORNER FENCE
 BY2453'POST, 0.2 M. (0.7 FT.) NORTHWEST OF A 3-BOARD FENCE, 11.4 M.
 BY2453'(37.5 FT.) NORTHEAST OF THE CENTER OF A PIPE GATE, 6.9 M. (22.5 FT.)
 BY2453'EAST-SOUTHEAST AND ACROSS THE ROAD FROM A POWERLINE POLE, DISK IS
 BY2453'12 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC
 BY2453'SCREW PLUG.
 BY2453'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BY2453'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0044 ***********************************************************************
 AB0044  DESIGNATION -  J 13
 AB0044  PID         -  AB0044
 AB0044  STATE/COUNTY-  TX/CAMERON
 AB0044  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0044
 AB0044                         *CURRENT SURVEY CONTROL
 AB0044  ___________________________________________________________________
 AB0044* NAD 83(1986)-  25 55 01.     (N)    097 24 50.     (W)     SCALED    
 AB0044* NAVD 88     -         6.884  (meters)      22.59   (feet)  ADJUSTED  
 AB0044  ___________________________________________________________________
 AB0044  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AB0044  DYNAMIC HT  -           6.873 (meters)      22.55  (feet)  COMP
 AB0044  MODELED GRAV-     979,036.6   (mgal)                       NAVD 88
 AB0044
 AB0044  VERT ORDER  -  SECOND    CLASS 0
 AB0044
 AB0044.The horizontal coordinates were scaled from a topographic map and have
 AB0044.an estimated accuracy of +/- 6 seconds.
 AB0044
 AB0044.The orthometric height was determined by differential leveling
 AB0044.and adjusted by the National Geodetic Survey in June 1991..
 AB0044
 AB0044.The geoid height was determined by GEOID03.
 AB0044
 AB0044.The dynamic height is computed by dividing the NAVD 88
 AB0044.geopotential number by the normal gravity value computed on the
 AB0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0044.degrees latitude (g = 980.6199 gals.).
 AB0044
 AB0044.The modeled gravity was interpolated from observed gravity values.
 AB0044
 AB0044;                    North         East    Units  Estimated Accuracy
 AB0044;SPC TX S     - 5,028,200.      408,820.      MT  (+/- 180 meters Scaled)
 AB0044
 AB0044                          SUPERSEDED SURVEY CONTROL
 AB0044
 AB0044  NGVD 29 (??/??/92)    6.98   (m)           22.9    (f) COMPUTED    2 0
 AB0044
 AB0044.Superseded values are not recommended for survey control.
 AB0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0044.See file dsdata.txt to determine how the superseded data were derived.
 AB0044
 AB0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP588674(NAD 83)
 AB0044_MARKER: DD = SURVEY DISK
 AB0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0044_SP_SET: CULVERT
 AB0044_STAMPING: J 13 22.78
 AB0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0044
 AB0044  HISTORY     - Date     Condition        Report By
 AB0044  HISTORY     - UNK      MONUMENTED
 AB0044  HISTORY     - 1950     GOOD             NGS
 AB0044  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0044  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0044
 AB0044                          STATION DESCRIPTION
 AB0044
 AB0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0044'5.8 MI NE FROM BROWNSVILLE.
 AB0044'TO REACH FROM INTERSECTION OF TEXAS STATE HIGHWAYS NO. 4(E 14TH
 AB0044'STREET) AND NO.48 (BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED E. ALONG
 AB0044'HIGHWAY NO. 4 FOR 3.4 MILES TO A CONCRETE CULVERT NEAR A T ROAD
 AB0044'INTERSECTION AND SITE OF MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AB0044'CENTER OF THE TOP OF THE N. HEADWALL OF THE CULVERT.  IT IS
 AB0044'APPROXIMATELY 0.2 MILE E. OF THE EL JARDIN SCHOOL, 30 FT. W. OF THE
 AB0044'CENTERLINE OF THE N-S ROAD, 15 FT. N. OF AND APPROXIMATELY 1.5 FT.
 AB0044'ABOVE THE CENTERLINE OF THE HIGHWAY.  A CAMERON COUNTY DISK SET IN
 AB0044'DRILL HOLE.
 AB0044
 AB0044                          STATION RECOVERY (1982)
 AB0044
 AB0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0044'MARK NOT FOUND.
 AB0044
 AB0044                          STATION RECOVERY (1990)
 AB0044
 AB0044'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1102 ***********************************************************************
 AY1102  DESIGNATION -  J 13
 AY1102  PID         -  AY1102
 AY1102  STATE/COUNTY-  TX/BEXAR
 AY1102  USGS QUAD   -  HELOTES (1992)
 AY1102
 AY1102                         *CURRENT SURVEY CONTROL
 AY1102  ___________________________________________________________________
 AY1102* NAD 83(1986)-  29 30 17.     (N)    098 37 38.     (W)     SCALED    
 AY1102* NAVD 88     -       268.48   (+/-2cm)     880.8    (feet)  VERTCON   
 AY1102  ___________________________________________________________________
 AY1102  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AY1102
 AY1102  VERT ORDER  -  THIRD (See Below)
 AY1102
 AY1102.The horizontal coordinates were scaled from a topographic map and have
 AY1102.an estimated accuracy of +/- 6 seconds.
 AY1102
 AY1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1102.The vertical order pertains to the NGVD 29 superseded value.
 AY1102
 AY1102.The geoid height was determined by GEOID03.
 AY1102
 AY1102;                    North         East    Units  Estimated Accuracy
 AY1102;SPC TXSC     - 4,185,290.      636,140.      MT  (+/- 180 meters Scaled)
 AY1102
 AY1102                          SUPERSEDED SURVEY CONTROL
 AY1102
 AY1102  NGVD 29 (01/29/03)  268.36   (m)          880.4    (f) RESET       3  
 AY1102
 AY1102.Superseded values are not recommended for survey control.
 AY1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1102.See file dsdata.txt to determine how the superseded data were derived.
 AY1102
 AY1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT361639(NAD 83)
 AY1102_MARKER: DD = SURVEY DISK
 AY1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1102_STAMPING: J 13 879.669
 AY1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1102+STABILITY: SURFACE MOTION
 AY1102
 AY1102  HISTORY     - Date     Condition        Report By
 AY1102  HISTORY     - UNK      MONUMENTED       TXHD
 AY1102  HISTORY     - 1970     GOOD             NGS
 AY1102  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1102
 AY1102                          STATION DESCRIPTION
 AY1102
 AY1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY1102'2.25 MI NW FROM SAN ANTONIO.
 AY1102'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 AY1102'WITH INTERSTATE 410 IN NORTHERN PART OF SAN ANTONIO TO SITE OF BENCH
 AY1102'MARK, 0.4 MILE NORTHWEST OF HUEBNER ROAD, 125 FEET NORTHEAST OF
 AY1102'HIGHWAY CENTER LINE, 10 FEET SOUTHWEST OF A RIGHT-OF-WAY FLARE AT THE
 AY1102'NORTHWEST LINE OF LINKWOOD DRIVE, IN THE NORTHEAST ANGLE OF STATE
 AY1102'HIGHWAY 16 AND LINKWOOD DRIVE, BETWEEN TWO 4 X 4 IN. WOODEN WITNESS
 AY1102'POSTS, AND AT HIGHWAY STATION 169 + 65.  A TEXAS HIGHWAY DEPARTMENT
 AY1102'DISK, STAMPED J 13 879.669, IS SET ON TOP OF AN IRON ROD IN A 21 FEET
 AY1102'CONCRETE SHAFT.  THE MARK IS 10 IN. IN DIAMETER AND FLUSH WITH SURFACE
 AY1102'OF THE GROUND.
 AY1102
 AY1102                          STATION RECOVERY (2002)
 AY1102
 AY1102'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0154 ***********************************************************************
 CU0154  DESIGNATION -  J 13
 CU0154  PID         -  CU0154
 CU0154  STATE/COUNTY-  TX/TAYLOR
 CU0154  USGS QUAD   -  MERKEL WEST (1984)
 CU0154
 CU0154                         *CURRENT SURVEY CONTROL
 CU0154  ___________________________________________________________________
 CU0154* NAD 83(1986)-  32 29 19.     (N)    100 07 19.     (W)     SCALED    
 CU0154* NAVD 88     -       583.845  (meters)    1915.50   (feet)  POSTED    
 CU0154  ___________________________________________________________________
 CU0154  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CU0154  DYNAMIC HT  -         583.080 (meters)    1912.99  (feet)  COMP
 CU0154  MODELED GRAV-     979,314.5   (mgal)                       NAVD 88
 CU0154
 CU0154  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CU0154
 CU0154.The horizontal coordinates were scaled from a topographic map and have
 CU0154.an estimated accuracy of +/- 6 seconds.
 CU0154
 CU0154.The orthometric height was determined by differential leveling
 CU0154.and adjusted by the National Geodetic Survey in 1992..
 CU0154.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CU0154.rate of 1.1 thru 2.0 mm/km.
 CU0154
 CU0154.The geoid height was determined by GEOID03.
 CU0154
 CU0154.The dynamic height is computed by dividing the NAVD 88
 CU0154.geopotential number by the normal gravity value computed on the
 CU0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0154.degrees latitude (g = 980.6199 gals.).
 CU0154
 CU0154.The modeled gravity was interpolated from observed gravity values.
 CU0154
 CU0154;                    North         East    Units  Estimated Accuracy
 CU0154;SPC TXNC     - 2,092,320.      447,570.      MT  (+/- 180 meters Scaled)
 CU0154
 CU0154                          SUPERSEDED SURVEY CONTROL
 CU0154
 CU0154.No superseded survey control is available for this station.
 CU0154
 CU0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA945951(NAD 83)
 CU0154_MARKER: Z = SEE DESCRIPTION
 CU0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0154+STABILITY: SURFACE MOTION
 CU0154
 CU0154  HISTORY     - Date     Condition        Report By
 CU0154  HISTORY     - UNK      MONUMENTED       CGS
 CU0154  HISTORY     - 1956     MARK NOT FOUND   NGS
 CU0154  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0154
 CU0154                          STATION DESCRIPTION
 CU0154
 CU0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0154'IN TRENT.
 CU0154'AT TRENT, TAYLOR COUNTY, ON THE TEXAS AND PACIFIC RAILWAY, 36 YARDS
 CU0154'WEST OF THE STATION, AT THE MAIN STREET CROSSING, 15 YARDS NORTH OF
 CU0154'THE CENTERLINE OF THE MAIN TRACK, AND ON THE WEST LINE OF THE MAIN
 CU0154'STREET.  A SQUARE HOLE, CUT IN THE TOP OF A STONE POST.  NOTE-- IT MAY
 CU0154'HAVE BEEN DESTROYED WHEN THE HIGHWAY WAS WIDENED.
 CU0154
 CU0154                          STATION RECOVERY (2001)
 CU0154
 CU0154'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0045 ***********************************************************************
 AB0045  DESIGNATION -  J 13 RESET
 AB0045  PID         -  AB0045
 AB0045  STATE/COUNTY-  TX/CAMERON
 AB0045  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0045
 AB0045                         *CURRENT SURVEY CONTROL
 AB0045  ___________________________________________________________________
 AB0045* NAD 83(1986)-  25 55 01.     (N)    097 24 51.     (W)     SCALED    
 AB0045* NAVD 88     -         6.56   (+/-2cm)      21.5    (feet)  VERTCON   
 AB0045  ___________________________________________________________________
 AB0045  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 AB0045
 AB0045  VERT ORDER  -  THIRD (See Below)
 AB0045
 AB0045.The horizontal coordinates were scaled from a topographic map and have
 AB0045.an estimated accuracy of +/- 6 seconds.
 AB0045
 AB0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0045.The vertical order pertains to the NGVD 29 superseded value.
 AB0045
 AB0045.The geoid height was determined by GEOID03.
 AB0045
 AB0045;                    North         East    Units  Estimated Accuracy
 AB0045;SPC TX S     - 5,028,200.      408,790.      MT  (+/- 180 meters Scaled)
 AB0045
 AB0045                          SUPERSEDED SURVEY CONTROL
 AB0045
 AB0045  NGVD 29 (??/??/??)    6.65   (m)           21.8    (f) RESET       3  
 AB0045
 AB0045.Superseded values are not recommended for survey control.
 AB0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0045.See file dsdata.txt to determine how the superseded data were derived.
 AB0045
 AB0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP588674(NAD 83)
 AB0045_MARKER: DD = SURVEY DISK
 AB0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0045_SP_SET: CULVERT
 AB0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0045
 AB0045  HISTORY     - Date     Condition        Report By
 AB0045  HISTORY     - UNK      MONUMENTED
 AB0045  HISTORY     - 1951     GOOD             NGS
 AB0045  HISTORY     - 1990     GOOD             USPSQD
 AB0045
 AB0045                          STATION DESCRIPTION
 AB0045
 AB0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0045'4.4 MI E FROM BROWNSVILLE.
 AB0045'1.0 MILE NORTHEAST AND 3.4 MILES EAST ALONG STATE HIGHWAY 4 FROM THE
 AB0045'INTERSECTION OF SOUTHMOST ROAD AT BROWNSVILLE, CAMERON COUNTY, 0.2
 AB0045'MILES EAST OF EL JARDIN SCHOOL, AT THE T-JUNCTION OF A ROAD LEADING
 AB0045'NORTH, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 15 FEET NORTH OF
 AB0045'THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT, IN THE CENTER OF
 AB0045'THE TOP OF THE NORTH HEADWALL, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 AB0045'THE HIGHWAY.  BRASS TABLET IN NORTH HEADWALL OF 3 FT. X 2 FT. X 46 FT.
 AB0045'REINF. CONCRETE CULVERT, STATION 178+00.  MILEPOST 5.6.
 AB0045
 AB0045                          STATION RECOVERY (1990)
 AB0045
 AB0045'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2282 ***********************************************************************
 CS2282  DESIGNATION -  J 130
 CS2282  PID         -  CS2282
 CS2282  STATE/COUNTY-  TX/PARKER
 CS2282  USGS QUAD   -  ANNETA (1979)
 CS2282
 CS2282                         *CURRENT SURVEY CONTROL
 CS2282  ___________________________________________________________________
 CS2282* NAD 83(1986)-  32 44 14.     (N)    097 44 54.     (W)     SCALED    
 CS2282* NAVD 88     -       279.450  (meters)     916.83   (feet)  ADJUSTED  
 CS2282  ___________________________________________________________________
 CS2282  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CS2282  DYNAMIC HT  -         279.109 (meters)     915.71  (feet)  COMP
 CS2282  MODELED GRAV-     979,411.5   (mgal)                       NAVD 88
 CS2282
 CS2282  VERT ORDER  -  FIRST     CLASS II
 CS2282
 CS2282.The horizontal coordinates were scaled from a topographic map and have
 CS2282.an estimated accuracy of +/- 6 seconds.
 CS2282
 CS2282.The orthometric height was determined by differential leveling
 CS2282.and adjusted by the National Geodetic Survey in June 1991..
 CS2282
 CS2282.The geoid height was determined by GEOID03.
 CS2282
 CS2282.The dynamic height is computed by dividing the NAVD 88
 CS2282.geopotential number by the normal gravity value computed on the
 CS2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2282.degrees latitude (g = 980.6199 gals.).
 CS2282
 CS2282.The modeled gravity was interpolated from observed gravity values.
 CS2282
 CS2282;                    North         East    Units  Estimated Accuracy
 CS2282;SPC TXNC     - 2,118,970.      670,450.      MT  (+/- 180 meters Scaled)
 CS2282
 CS2282                          SUPERSEDED SURVEY CONTROL
 CS2282
 CS2282  NGVD 29 (??/??/92)  279.373  (m)          916.58   (f) ADJ UNCH    1 2
 CS2282
 CS2282.Superseded values are not recommended for survey control.
 CS2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2282.See file dsdata.txt to determine how the superseded data were derived.
 CS2282
 CS2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB172228(NAD 83)
 CS2282_MARKER: DB = BENCH MARK DISK
 CS2282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2282_SP_SET: RETAINING WALL
 CS2282_STAMPING: J 130 1951
 CS2282_MARK LOGO: CGS   
 CS2282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2282
 CS2282  HISTORY     - Date     Condition        Report By
 CS2282  HISTORY     - 1951     MONUMENTED       CGS
 CS2282  HISTORY     - 1983     GOOD             NGS
 CS2282  HISTORY     - 20051029 MARK NOT FOUND   USPSQD
 CS2282
 CS2282                          STATION DESCRIPTION
 CS2282
 CS2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS2282'3.4 MI E FROM WEATHERFORD.
 CS2282'3.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS2282'AT WEATHERFORD, 10 POLES WEST OF MILEPOST 273, 31 FEET SOUTH OF THE
 CS2282'SOUTH RAIL, 5 FEET WEST OF A FENCE CORNER, 15.5 FEET SOUTHEAST OF A
 CS2282'TELEPHONE POLE, 6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 CS2282'THE EAST END OF A 6X125 FOOT CONCRETE RETAINING WALL.
 CS2282
 CS2282                          STATION RECOVERY (1983)
 CS2282
 CS2282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2282'RECOVERED IN GOOD CONDITION.
 CS2282
 CS2282                          STATION RECOVERY (2005)
 CS2282
 CS2282'RECOVERY NOTE BY US POWER SQUADRON 2005 (WG)
 CS2282'RETAINING WALL HAS WASHED AWAY AT EAST END MARK MAY BE LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1125 ***********************************************************************
 BZ1125  DESIGNATION -  J 1300
 BZ1125  PID         -  BZ1125
 BZ1125  STATE/COUNTY-  TX/BELL
 BZ1125  USGS QUAD   -  TEMPLE (1993)
 BZ1125
 BZ1125                         *CURRENT SURVEY CONTROL
 BZ1125  ___________________________________________________________________
 BZ1125* NAD 83(1986)-  31 05 50.     (N)    097 20 28.     (W)     SCALED    
 BZ1125* NAVD 88     -       222.068  (meters)     728.57   (feet)  ADJUSTED  
 BZ1125  ___________________________________________________________________
 BZ1125  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1125  DYNAMIC HT  -         221.775 (meters)     727.61  (feet)  COMP
 BZ1125  MODELED GRAV-     979,319.6   (mgal)                       NAVD 88
 BZ1125  OBS GRAVITY -     979,311.7   (mgal)                       GRAV_OBS
 BZ1125
 BZ1125  VERT ORDER  -  FIRST     CLASS II
 BZ1125
 BZ1125.The horizontal coordinates were scaled from a topographic map and have
 BZ1125.an estimated accuracy of +/- 6 seconds.
 BZ1125
 BZ1125.The orthometric height was determined by differential leveling
 BZ1125.and adjusted by the National Geodetic Survey in June 1991..
 BZ1125
 BZ1125.The geoid height was determined by GEOID03.
 BZ1125
 BZ1125.The dynamic height is computed by dividing the NAVD 88
 BZ1125.geopotential number by the normal gravity value computed on the
 BZ1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1125.degrees latitude (g = 980.6199 gals.).
 BZ1125
 BZ1125.The modeled gravity was interpolated from observed gravity values.
 BZ1125.The observed gravity was obtained from relative gravimeter ties
 BZ1125.to the IGSN71 gravity network.
 BZ1125
 BZ1125;                    North         East    Units  Estimated Accuracy
 BZ1125;SPC TX C     - 3,162,420.      985,410.      MT  (+/- 180 meters Scaled)
 BZ1125
 BZ1125                          SUPERSEDED SURVEY CONTROL
 BZ1125
 BZ1125.No superseded survey control is available for this station.
 BZ1125
 BZ1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV582415(NAD 83)
 BZ1125_MARKER: I = METAL ROD
 BZ1125_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1125_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1125_STAMPING: J 1300 1980
 BZ1125_MARK LOGO: NGS   
 BZ1125_PROJECTION: RECESSED 2 CENTIMETERS
 BZ1125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1125+STABILITY: POSITION/ELEVATION WELL
 BZ1125_ROD/PIPE-DEPTH: 10.1 meters
 BZ1125_SLEEVE-DEPTH  : 8.5 meters
 BZ1125
 BZ1125  HISTORY     - Date     Condition        Report By
 BZ1125  HISTORY     - 1980     MONUMENTED       NGS
 BZ1125  HISTORY     - 1980     GOOD             NGS
 BZ1125  HISTORY     - 1983     GOOD             NGS
 BZ1125  HISTORY     - 19910403 MARK NOT FOUND   USPSQD
 BZ1125
 BZ1125                          STATION DESCRIPTION
 BZ1125
 BZ1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1125'IN TEMPLE.
 BZ1125'IN TEMPLE, AT THE MAIN STREET ENTRANCE OF THE MUNICIPAL BUILDING,
 BZ1125'51.5 M. (169 FT.) SOUTHWEST OF A FLAG POLE, 17.1 M. (56.2 FT.) WEST OF
 BZ1125'THE WEST CURB OF MAIN STREET, 12.4 M. (40.8 FT.) NORTHEAST OF THE
 BZ1125'SOUTHEAST CORNER OF THE BUILDING, 6.5 M. (21.4 FT.) SOUTH OF THE
 BZ1125'EXTENDED CENTER OF THE CENTER ONE OF THREE DOORS AT THE EAST ENTRANCE
 BZ1125'(MAIN STREET ENTRANCE OF THE BUILDING), 3.1 M. (10.3 FT.) EAST OF THE
 BZ1125'EAST FACE OF THE BUILDING.  DATUM POINT IS 10 CM. BELOW GROUND, ACCESS
 BZ1125'TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1125'THE MARK IS ABOVE LEVEL WITH MAIN STREET.
 BZ1125
 BZ1125                          STATION RECOVERY (1980)
 BZ1125
 BZ1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ1125'THIS JUNCTION MARK IS DESCRIBED IN L24544.L2.HAFF, 1980.
 BZ1125
 BZ1125                          STATION RECOVERY (1983)
 BZ1125
 BZ1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ1125'RECOVERED IN GOOD CONDITION.
 BZ1125
 BZ1125                          STATION RECOVERY (1991)
 BZ1125
 BZ1125'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1060 ***********************************************************************
 BZ1060  DESIGNATION -  J 1301
 BZ1060  PID         -  BZ1060
 BZ1060  STATE/COUNTY-  TX/HILL
 BZ1060  USGS QUAD   -  ABBOTT (1979)
 BZ1060
 BZ1060                         *CURRENT SURVEY CONTROL
 BZ1060  ___________________________________________________________________
 BZ1060* NAD 83(1986)-  31 53 04.     (N)    097 05 02.     (W)     SCALED    
 BZ1060* NAVD 88     -       204.524  (meters)     671.01   (feet)  ADJUSTED  
 BZ1060  ___________________________________________________________________
 BZ1060  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BZ1060  DYNAMIC HT  -         204.271 (meters)     670.18  (feet)  COMP
 BZ1060  MODELED GRAV-     979,398.9   (mgal)                       NAVD 88
 BZ1060
 BZ1060  VERT ORDER  -  FIRST     CLASS II
 BZ1060
 BZ1060.The horizontal coordinates were scaled from a topographic map and have
 BZ1060.an estimated accuracy of +/- 6 seconds.
 BZ1060
 BZ1060.The orthometric height was determined by differential leveling
 BZ1060.and adjusted by the National Geodetic Survey in June 1991..
 BZ1060
 BZ1060.The geoid height was determined by GEOID03.
 BZ1060
 BZ1060.The dynamic height is computed by dividing the NAVD 88
 BZ1060.geopotential number by the normal gravity value computed on the
 BZ1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1060.degrees latitude (g = 980.6199 gals.).
 BZ1060
 BZ1060.The modeled gravity was interpolated from observed gravity values.
 BZ1060
 BZ1060;                    North         East    Units  Estimated Accuracy
 BZ1060;SPC TXNC     - 2,025,050.      733,990.      MT  (+/- 180 meters Scaled)
 BZ1060
 BZ1060                          SUPERSEDED SURVEY CONTROL
 BZ1060
 BZ1060.No superseded survey control is available for this station.
 BZ1060
 BZ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA812292(NAD 83)
 BZ1060_MARKER: DB = BENCH MARK DISK
 BZ1060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1060_SP_SET: OVERPASS PIER
 BZ1060_STAMPING: J 1301 1980
 BZ1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1060
 BZ1060  HISTORY     - Date     Condition        Report By
 BZ1060  HISTORY     - 1980     MONUMENTED       NGS
 BZ1060  HISTORY     - 19950715 GOOD             USPSQD
 BZ1060  HISTORY     - 20031011 GOOD             USPSQD
 BZ1060
 BZ1060                          STATION DESCRIPTION
 BZ1060
 BZ1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1060'15.4 KM SOUTH FROM HILLSBORO.
 BZ1060'2.2 KM. (1.4 MI.) SOUTH ALONG U.S. HIGHWAYS 77 AND 81 FROM THE
 BZ1060'COURTHOUSE IN HILLSBORO TO THE JUNCTION OF A FRONTAGE ROAD WHICH
 BZ1060'PARALLELS INTERSTATE 35 ON THE WEST SIDE, THENCE 13.2 KM. (8.2 MI.)
 BZ1060'SOUTHEAST ALONG THE FRONTAGE ROAD, AT THE JUNCTION OF FARM ROAD 1242,
 BZ1060'ALSO 9.6 KM. (5.95 MI.) NORTH ALONG THE FRONTAGE ROAD FROM THE
 BZ1060'JUNCTION OF FARM ROAD 2114 IN WEST, SET VERTICALLY IN THE WEST FACE OF
 BZ1060'THE SOUTHWESTERNMOST PIER OF THE I-35 SOUTH OVERPASS, 42.1 M.
 BZ1060'(138 FT.) EAST-NORTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD,
 BZ1060'6.7 M. (22.0 FT.) SOUTHEAST OF THE CENTERLINE OF THE FARM ROAD.
 BZ1060'NOTE-COLUMNS ARE DRILLED INTO HARD SHALE AT DEPTH OF 2.7 M. ATTEMPTS
 BZ1060'AT SETTING ROD MARKS IN THS AREA FAILED TO MEET THE REQUIRED DEPTH.
 BZ1060'THE MARK IS 1.4 M ABOVE THE ROAD.
 BZ1060
 BZ1060                          STATION RECOVERY (1995)
 BZ1060
 BZ1060'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1060'RECOVERED IN GOOD CONDITION.
 BZ1060
 BZ1060                          STATION RECOVERY (2003)
 BZ1060
 BZ1060'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1086 ***********************************************************************
 BZ1086  DESIGNATION -  J 1302
 BZ1086  PID         -  BZ1086
 BZ1086  STATE/COUNTY-  TX/MCLENNAN
 BZ1086  USGS QUAD   -  WACO EAST (1975)
 BZ1086
 BZ1086                         *CURRENT SURVEY CONTROL
 BZ1086  ___________________________________________________________________
 BZ1086* NAD 83(1986)-  31 33 19.     (N)    097 07 18.     (W)     SCALED    
 BZ1086* NAVD 88     -       121.865  (meters)     399.82   (feet)  ADJUSTED  
 BZ1086  ___________________________________________________________________
 BZ1086  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BZ1086  DYNAMIC HT  -         121.712 (meters)     399.32  (feet)  COMP
 BZ1086  MODELED GRAV-     979,388.4   (mgal)                       NAVD 88
 BZ1086
 BZ1086  VERT ORDER  -  FIRST     CLASS II
 BZ1086
 BZ1086.The horizontal coordinates were scaled from a topographic map and have
 BZ1086.an estimated accuracy of +/- 6 seconds.
 BZ1086
 BZ1086.The orthometric height was determined by differential leveling
 BZ1086.and adjusted by the National Geodetic Survey in June 1991..
 BZ1086
 BZ1086.The geoid height was determined by GEOID03.
 BZ1086
 BZ1086.The dynamic height is computed by dividing the NAVD 88
 BZ1086.geopotential number by the normal gravity value computed on the
 BZ1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1086.degrees latitude (g = 980.6199 gals.).
 BZ1086
 BZ1086.The modeled gravity was interpolated from observed gravity values.
 BZ1086
 BZ1086;                    North         East    Units  Estimated Accuracy
 BZ1086;SPC TX C     - 3,213,770.    1,004,870.      MT  (+/- 180 meters Scaled)
 BZ1086
 BZ1086                          SUPERSEDED SURVEY CONTROL
 BZ1086
 BZ1086.No superseded survey control is available for this station.
 BZ1086
 BZ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV782926(NAD 83)
 BZ1086_MARKER: I = METAL ROD
 BZ1086_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1086_SP_SET: STAINLESS STEEL ROD
 BZ1086_STAMPING: J 1302 1980
 BZ1086_PROJECTION: FLUSH
 BZ1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1086+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1086_ROD/PIPE-DEPTH: 5.2  meters
 BZ1086
 BZ1086  HISTORY     - Date     Condition        Report By
 BZ1086  HISTORY     - 1980     MONUMENTED       NGS
 BZ1086  HISTORY     - 19910424 GOOD             USPSQD
 BZ1086  HISTORY     - 19950715 GOOD             USPSQD
 BZ1086  HISTORY     - 20010317 GOOD             USPSQD
 BZ1086  HISTORY     - 20031012 GOOD             USPSQD
 BZ1086  HISTORY     - 20050727 GOOD             USPSQD
 BZ1086
 BZ1086                          STATION DESCRIPTION
 BZ1086
 BZ1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1086'IN WACO.
 BZ1086'IN WACO, AT THE INTERCHANGE OF INTERSTATE 35 AND UNIVERSITY PARKS
 BZ1086'DRIVE(FIRST STREET), ABOUT 60 M. (200 FT.) WEST OF THE I-35 SOUTHBOUND
 BZ1086'OVERPASS, BETWEEN TWO 15-CM. BY 15-CM. WOODEN POSTS WHICH PROJECT
 BZ1086'1.2 M., 11.3 M. (37.0 FT.) NORTH OF THE CENTERLINE OF THE WESTBOUND
 BZ1086'LANE OF THE DRIVE, 40.2 M. (132 FT.) EAST OF A FIRE HYDRANT, 2.4 M.
 BZ1086'(8.0 FT.) NORTHEAST OF A POWERLINE POLE WITH TWO TRANSFORMERS, 14.9 M.
 BZ1086'(49.0 FT.) SOUTHWEST OF A POWERLINE POLE WITH AN ELECTRIC METER,
 BZ1086'22.6 M. (74.0 FT.) SOUTHWEST OF A STREET LIGHT.  NOTE-ROD WAS DRIVEN
 BZ1086'AND ANCHORED IN LIMESTONE.  DATUM POINT IS 8 CM. BELOW GROUND, ACCESS
 BZ1086'TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1086'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BZ1086'THE MARK IS 0.3 M ABOVE THE DRIVE.
 BZ1086
 BZ1086                          STATION RECOVERY (1991)
 BZ1086
 BZ1086'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGN)
 BZ1086'RECOVERED IN GOOD CONDITION.
 BZ1086
 BZ1086                          STATION RECOVERY (1995)
 BZ1086
 BZ1086'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1086'RECOVERED IN GOOD CONDITION.
 BZ1086
 BZ1086                          STATION RECOVERY (2001)
 BZ1086
 BZ1086'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ1086'RECOVERED IN GOOD CONDITION.
 BZ1086
 BZ1086                          STATION RECOVERY (2003)
 BZ1086
 BZ1086'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1086'RECOVERED IN GOOD CONDITION.
 BZ1086
 BZ1086                          STATION RECOVERY (2005)
 BZ1086
 BZ1086'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0767 ***********************************************************************
 BM0767  DESIGNATION -  J 1303
 BM0767  PID         -  BM0767
 BM0767  STATE/COUNTY-  TX/BELL
 BM0767  USGS QUAD   -  LITTLE RIVER (1978)
 BM0767
 BM0767                         *CURRENT SURVEY CONTROL
 BM0767  ___________________________________________________________________
 BM0767* NAD 83(1986)-  30 56 53.     (N)    097 21 12.     (W)     SCALED    
 BM0767* NAVD 88     -       143.628  (meters)     471.22   (feet)  ADJUSTED  
 BM0767  ___________________________________________________________________
 BM0767  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BM0767  DYNAMIC HT  -         143.439 (meters)     470.60  (feet)  COMP
 BM0767  MODELED GRAV-     979,323.3   (mgal)                       NAVD 88
 BM0767
 BM0767  VERT ORDER  -  FIRST     CLASS II
 BM0767
 BM0767.The horizontal coordinates were scaled from a topographic map and have
 BM0767.an estimated accuracy of +/- 6 seconds.
 BM0767
 BM0767.The orthometric height was determined by differential leveling
 BM0767.and adjusted by the National Geodetic Survey in June 1991..
 BM0767
 BM0767.The geoid height was determined by GEOID03.
 BM0767
 BM0767.The dynamic height is computed by dividing the NAVD 88
 BM0767.geopotential number by the normal gravity value computed on the
 BM0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0767.degrees latitude (g = 980.6199 gals.).
 BM0767
 BM0767.The modeled gravity was interpolated from observed gravity values.
 BM0767
 BM0767;                    North         East    Units  Estimated Accuracy
 BM0767;SPC TX C     - 3,145,860.      984,690.      MT  (+/- 180 meters Scaled)
 BM0767
 BM0767                          SUPERSEDED SURVEY CONTROL
 BM0767
 BM0767.No superseded survey control is available for this station.
 BM0767
 BM0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV572250(NAD 83)
 BM0767_MARKER: I = METAL ROD
 BM0767_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0767_SP_SET: STAINLESS STEEL ROD
 BM0767_STAMPING: J 1303 1980
 BM0767_MARK LOGO: NGS   
 BM0767_PROJECTION: RECESSED 2 CENTIMETERS
 BM0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0767+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0767_ROD/PIPE-DEPTH: 6.4  meters
 BM0767
 BM0767  HISTORY     - Date     Condition        Report By
 BM0767  HISTORY     - 1980     MONUMENTED       NGS
 BM0767  HISTORY     - 19910126 GOOD             USPSQD
 BM0767  HISTORY     - 20010317 GOOD             USPSQD
 BM0767  HISTORY     - 20031011 GOOD             USPSQD
 BM0767  HISTORY     - 20050725 GOOD             USPSQD
 BM0767
 BM0767                          STATION DESCRIPTION
 BM0767
 BM0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0767'3.9 KM (2.45 MI) SW FROM ACADEMY.
 BM0767'3.9 KM (2.45 MI) SOUTHWEST ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0767'FARM ROAD 436 IN ACADEMY, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 BM0767'WEST, 30.5 METERS (100 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 BM0767'58.5 METERS (192 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 10.4 METERS
 BM0767'(34.0 FT) EAST OF THE CENTERLINE OF OLD STATE HIGHWAY 95, 30.1 METERS
 BM0767'(102 FT) EAST OF THE EAST RAIL OF THE MISSOURI KANSAS AND TEXAS
 BM0767'RAILROAD, 1.2 METERS (4.0 FT) SOUTH OF A LARGE POWERLINE POLE.
 BM0767'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 BM0767'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BM0767
 BM0767                          STATION RECOVERY (1991)
 BM0767
 BM0767'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0767'RECOVERED IN GOOD CONDITION.
 BM0767
 BM0767                          STATION RECOVERY (2001)
 BM0767
 BM0767'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0767'RECOVERED IN GOOD CONDITION.
 BM0767
 BM0767                          STATION RECOVERY (2003)
 BM0767
 BM0767'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BM0767'RECOVERED IN GOOD CONDITION.
 BM0767
 BM0767                          STATION RECOVERY (2005)
 BM0767
 BM0767'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0791 ***********************************************************************
 BM0791  DESIGNATION -  J 1304
 BM0791  PID         -  BM0791
 BM0791  STATE/COUNTY-  TX/WILLIAMSON
 BM0791  USGS QUAD   -  GEORGETOWN (1982)
 BM0791
 BM0791                         *CURRENT SURVEY CONTROL
 BM0791  ___________________________________________________________________
 BM0791* NAD 83(1986)-  30 40 08.     (N)    097 38 03.     (W)     SCALED    
 BM0791* NAVD 88     -       203.409  (meters)     667.35   (feet)  ADJUSTED  
 BM0791  ___________________________________________________________________
 BM0791  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BM0791  DYNAMIC HT  -         203.136 (meters)     666.46  (feet)  COMP
 BM0791  MODELED GRAV-     979,295.9   (mgal)                       NAVD 88
 BM0791
 BM0791  VERT ORDER  -  FIRST     CLASS II
 BM0791
 BM0791.The horizontal coordinates were scaled from a topographic map and have
 BM0791.an estimated accuracy of +/- 6 seconds.
 BM0791
 BM0791.The orthometric height was determined by differential leveling
 BM0791.and adjusted by the National Geodetic Survey in June 1991..
 BM0791
 BM0791.The geoid height was determined by GEOID03.
 BM0791
 BM0791.The dynamic height is computed by dividing the NAVD 88
 BM0791.geopotential number by the normal gravity value computed on the
 BM0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0791.degrees latitude (g = 980.6199 gals.).
 BM0791
 BM0791.The modeled gravity was interpolated from observed gravity values.
 BM0791
 BM0791;                    North         East    Units  Estimated Accuracy
 BM0791;SPC TX C     - 3,114,240.      958,620.      MT  (+/- 180 meters Scaled)
 BM0791
 BM0791                          SUPERSEDED SURVEY CONTROL
 BM0791
 BM0791.No superseded survey control is available for this station.
 BM0791
 BM0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU308937(NAD 83)
 BM0791_MARKER: I = METAL ROD
 BM0791_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0791_SP_SET: STAINLESS STEEL ROD
 BM0791_STAMPING: J 1304 1980
 BM0791_MARK LOGO: NGS   
 BM0791_PROJECTION: FLUSH
 BM0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0791+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0791_ROD/PIPE-DEPTH: 7.6  meters
 BM0791
 BM0791  HISTORY     - Date     Condition        Report By
 BM0791  HISTORY     - 1980     MONUMENTED       NGS
 BM0791  HISTORY     - 20050724 GOOD             USPSQD
 BM0791
 BM0791                          STATION DESCRIPTION
 BM0791
 BM0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0791'4.7 KM (2.9 MI) WEST FROM WEIR.
 BM0791'4.7 KM (2.9 MI) WEST ALONG FARM ROAD 971 FROM THE JUNCTION OF FARM
 BM0791'ROAD 1105 IN WEIR, 12.2 METERS (40.0 FT) SOUTH-SOUTHEAST OF THE
 BM0791'CENTERLINE OF THE FARM ROAD, 49.4 METERS (162 FT) NORTHEAST OF THE
 BM0791'CENTER OF AN ASPHALT DRIVE LEADING SOUTHEAST, 4.3 METERS (14.0 FT)
 BM0791'NORTHEAST OF THE CENTER OF A CHAIN LINK FENCE GATE, 10.8 METERS
 BM0791'(35.5 FT) NORTHEAST OF A CORNER FENCE POST, 11.0 METERS (36.0 FT)
 BM0791'NORTHEAST OF A TELEPHONE POLE, 0.3 METER (1.0 FT) NORTHWEST OF A
 BM0791'FENCE.
 BM0791'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 BM0791'THE MARK IS ABOVE LEVEL WITH FARM ROAD 971.
 BM0791
 BM0791                          STATION RECOVERY (2005)
 BM0791
 BM0791'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0791'WITNESS POST OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0817 ***********************************************************************
 BM0817  DESIGNATION -  J 1306
 BM0817  PID         -  BM0817
 BM0817  STATE/COUNTY-  TX/TRAVIS
 BM0817  USGS QUAD   -  AUSTIN EAST (1988)
 BM0817
 BM0817                         *CURRENT SURVEY CONTROL
 BM0817  ___________________________________________________________________
 BM0817* NAD 83(1986)-  30 21 30.     (N)    097 41 17.     (W)     SCALED    
 BM0817* NAVD 88     -       203.075  (meters)     666.26   (feet)  ADJUSTED  
 BM0817  ___________________________________________________________________
 BM0817  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 BM0817  DYNAMIC HT  -         202.799 (meters)     665.35  (feet)  COMP
 BM0817  MODELED GRAV-     979,279.0   (mgal)                       NAVD 88
 BM0817
 BM0817  VERT ORDER  -  FIRST     CLASS II
 BM0817
 BM0817.The horizontal coordinates were scaled from a topographic map and have
 BM0817.an estimated accuracy of +/- 6 seconds.
 BM0817
 BM0817.The orthometric height was determined by differential leveling
 BM0817.and adjusted by the National Geodetic Survey in June 1991..
 BM0817
 BM0817.The geoid height was determined by GEOID03.
 BM0817
 BM0817.The dynamic height is computed by dividing the NAVD 88
 BM0817.geopotential number by the normal gravity value computed on the
 BM0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0817.degrees latitude (g = 980.6199 gals.).
 BM0817
 BM0817.The modeled gravity was interpolated from observed gravity values.
 BM0817
 BM0817;                    North         East    Units  Estimated Accuracy
 BM0817;SPC TX C     - 3,079,700.      954,270.      MT  (+/- 180 meters Scaled)
 BM0817
 BM0817                          SUPERSEDED SURVEY CONTROL
 BM0817
 BM0817.No superseded survey control is available for this station.
 BM0817
 BM0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU260592(NAD 83)
 BM0817_MARKER: DB = BENCH MARK DISK
 BM0817_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0817_SP_SET: OVERPASS PIER
 BM0817_STAMPING: J 1306 1980
 BM0817_MARK LOGO: NGS   
 BM0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0817
 BM0817  HISTORY     - Date     Condition        Report By
 BM0817  HISTORY     - 1980     MONUMENTED       NGS
 BM0817  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0817  HISTORY     - 19990110 MARK NOT FOUND   USPSQD
 BM0817
 BM0817                          STATION DESCRIPTION
 BM0817
 BM0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0817'2.5 KM (1.55 MI) NORTH FROM AUSTIN.
 BM0817'2.5 KM (1.55 MI) NORTH ALONG INTERSTATE 35 FROM THE JUNCTION OF U.S.
 BM0817'HIGHWAY 183 IN AUSTIN, SET VERTICALLY IN THE WEST FACE OF THE
 BM0817'NORTHWESTERNMOST CONCRETE PIER OF THE INTERSTATE 35 SOUTHBOUND
 BM0817'OVERPASS OVER RUNDBERG LANE (INTERSTATE EXIT 241), 9.1 METERS
 BM0817'(30.0 FT) NORTH OF THE CENTERLINE OF THE LANE, 0.9 METER (2.9 FT)
 BM0817'NORTH OF A METAL GUARDRAIL.  NOTE-BRIDGE PIERS ARE DRILLED INTO
 BM0817'LIMESTONE AND AUSTIN CHALK.
 BM0817'THE MARK IS 1.9 M ABOVE THE LANE.
 BM0817
 BM0817                          STATION RECOVERY (1990)
 BM0817
 BM0817'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0817'MARK NOT FOUND.
 BM0817
 BM0817                          STATION RECOVERY (1999)
 BM0817
 BM0817'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0746 ***********************************************************************
 BM0746  DESIGNATION -  J 1307
 BM0746  PID         -  BM0746
 BM0746  STATE/COUNTY-  TX/HAYS
 BM0746  USGS QUAD   -  BUDA (1994)
 BM0746
 BM0746                         *CURRENT SURVEY CONTROL
 BM0746  ___________________________________________________________________
 BM0746* NAD 83(1986)-  30 02 08.     (N)    097 50 43.     (W)     SCALED    
 BM0746* NAVD 88     -       220.835  (meters)     724.52   (feet)  ADJUSTED  
 BM0746  ___________________________________________________________________
 BM0746  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0746  DYNAMIC HT  -         220.525 (meters)     723.51  (feet)  COMP
 BM0746  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 BM0746
 BM0746  VERT ORDER  -  FIRST     CLASS II
 BM0746
 BM0746.The horizontal coordinates were scaled from a topographic map and have
 BM0746.an estimated accuracy of +/- 6 seconds.
 BM0746
 BM0746.The orthometric height was determined by differential leveling
 BM0746.and adjusted by the National Geodetic Survey in June 1991..
 BM0746
 BM0746.The geoid height was determined by GEOID03.
 BM0746
 BM0746.The dynamic height is computed by dividing the NAVD 88
 BM0746.geopotential number by the normal gravity value computed on the
 BM0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0746.degrees latitude (g = 980.6199 gals.).
 BM0746
 BM0746.The modeled gravity was interpolated from observed gravity values.
 BM0746
 BM0746;                    North         East    Units  Estimated Accuracy
 BM0746;SPC TXSC     - 4,244,620.      711,370.      MT  (+/- 180 meters Scaled)
 BM0746
 BM0746                          SUPERSEDED SURVEY CONTROL
 BM0746
 BM0746.No superseded survey control is available for this station.
 BM0746
 BM0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU113232(NAD 83)
 BM0746_MARKER: DB = BENCH MARK DISK
 BM0746_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0746_SP_SET: OVERPASS PIER
 BM0746_STAMPING: J 1307 1980
 BM0746_MARK LOGO: NGS   
 BM0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0746
 BM0746  HISTORY     - Date     Condition        Report By
 BM0746  HISTORY     - 1980     MONUMENTED       NGS
 BM0746  HISTORY     - 1990     GOOD             USPSQD
 BM0746  HISTORY     - 1990     GOOD             USPSQD
 BM0746  HISTORY     - 19910116 GOOD             USPSQD
 BM0746  HISTORY     - 19910828 GOOD             USPSQD
 BM0746  HISTORY     - 19930808 GOOD             USPSQD
 BM0746  HISTORY     - 19950726 GOOD             USPSQD
 BM0746  HISTORY     - 19990925 GOOD             USPSQD
 BM0746
 BM0746                          STATION DESCRIPTION
 BM0746
 BM0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0746'6.0 KM (3.75 MI) NE FROM KYLE.
 BM0746'6.0 KM (3.75 MI) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BM0746'35 FROM THE FARM ROAD 150 EAST OVERPASS IN KYLE, AT AN OVERPASS, SET
 BM0746'VERTICALLY IN THE NORTH FACE OF THE NORTHERNMOST ONE OF TWO PIERS OF
 BM0746'THE EASTERNMOST SET OF THREE SETS OF PIERS SUPPORTING THE OVERPASS.
 BM0746'THE MARK IS 1.35 M ABOVE THE GROUND.
 BM0746
 BM0746                          STATION RECOVERY (1990)
 BM0746
 BM0746'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLH)
 BM0746'RECOVERED IN GOOD CONDITION.
 BM0746
 BM0746                          STATION RECOVERY (1990)
 BM0746
 BM0746'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0746'RECOVERED IN GOOD CONDITION.
 BM0746
 BM0746                          STATION RECOVERY (1991)
 BM0746
 BM0746'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0746'RECOVERED IN GOOD CONDITION.
 BM0746
 BM0746                          STATION RECOVERY (1991)
 BM0746
 BM0746'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0746'RECOVERED IN GOOD CONDITION.
 BM0746
 BM0746                          STATION RECOVERY (1993)
 BM0746
 BM0746'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BM0746'RECOVERED IN GOOD CONDITION.
 BM0746
 BM0746                          STATION RECOVERY (1995)
 BM0746
 BM0746'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0746'RECOVERED IN GOOD CONDITION.
 BM0746
 BM0746                          STATION RECOVERY (1999)
 BM0746
 BM0746'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1563 ***********************************************************************
 AY1563  DESIGNATION -  J 1308
 AY1563  PID         -  AY1563
 AY1563  STATE/COUNTY-  TX/COMAL
 AY1563  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY1563
 AY1563                         *CURRENT SURVEY CONTROL
 AY1563  ___________________________________________________________________
 AY1563* NAD 83(1986)-  29 42 37.     (N)    098 08 57.     (W)     SCALED    
 AY1563* NAVD 88     -       240.859  (meters)     790.22   (feet)  ADJUSTED  
 AY1563  ___________________________________________________________________
 AY1563  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AY1563  DYNAMIC HT  -         240.513 (meters)     789.08  (feet)  COMP
 AY1563  MODELED GRAV-     979,202.5   (mgal)                       NAVD 88
 AY1563
 AY1563  VERT ORDER  -  FIRST     CLASS II
 AY1563
 AY1563.The horizontal coordinates were scaled from a topographic map and have
 AY1563.an estimated accuracy of +/- 6 seconds.
 AY1563
 AY1563.The orthometric height was determined by differential leveling
 AY1563.and adjusted by the National Geodetic Survey in June 1991..
 AY1563
 AY1563.The geoid height was determined by GEOID03.
 AY1563
 AY1563.The dynamic height is computed by dividing the NAVD 88
 AY1563.geopotential number by the normal gravity value computed on the
 AY1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1563.degrees latitude (g = 980.6199 gals.).
 AY1563
 AY1563.The modeled gravity was interpolated from observed gravity values.
 AY1563
 AY1563;                    North         East    Units  Estimated Accuracy
 AY1563;SPC TXSC     - 4,208,320.      682,320.      MT  (+/- 180 meters Scaled)
 AY1563
 AY1563                          SUPERSEDED SURVEY CONTROL
 AY1563
 AY1563.No superseded survey control is available for this station.
 AY1563
 AY1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT823869(NAD 83)
 AY1563_MARKER: DB = BENCH MARK DISK
 AY1563_SETTING: 66 = SET IN ROCK OUTCROP
 AY1563_SP_SET: ROCK OUTCROP
 AY1563_STAMPING: J 1308 1980
 AY1563_MARK LOGO: NGS   
 AY1563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1563+STABILITY: POSITION/ELEVATION WELL
 AY1563
 AY1563  HISTORY     - Date     Condition        Report By
 AY1563  HISTORY     - 1980     MONUMENTED       NGS
 AY1563  HISTORY     - 1989     GOOD             USPSQD
 AY1563  HISTORY     - 1989     GOOD             USPSQD
 AY1563  HISTORY     - 1990     GOOD             USPSQD
 AY1563  HISTORY     - 19930808 GOOD             USPSQD
 AY1563  HISTORY     - 19990925 GOOD             USPSQD
 AY1563
 AY1563                          STATION DESCRIPTION
 AY1563
 AY1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1563'IN NEW BRAUNFELS.
 AY1563'IN NEW BRAUNFELS, AT THE JUNCTION OF NORTH WALNUT AVENUE (BUSINESS
 AY1563'HIGHWAY 46) AND GRAND VIEW AVENUE, IN TOP OF A 1.0 BY 1.4-METER ROCK
 AY1563'OUTCROP, 14.9 METERS (49.0 FT) NORTHEAST OF THE CENTERLINE OF WALNUT
 AY1563'AVENUE, 8.8 METERS (29.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF GRAND
 AY1563'VIEW AVENUE, 1.8 METERS (6.0 FT) WEST OF A FENCE, 11.7 METERS
 AY1563'(38.5 FT) SOUTH OF A GRAVEL DRIVE LEADING EAST THROUGH A WIRE GATE TO
 AY1563'A WATER RESERVOIR, 19.8 METERS (65.0 FT) SOUTHWEST OF A FIRE HYDRANT,
 AY1563'7.8 METERS (25.6 FT) SOUTH OF A METAL CORNER FENCE POST.
 AY1563'THE MARK IS 2.1 METERS  W FROM A WITNESS POST.
 AY1563'THE MARK IS ABOVE LEVEL WITH THE AVENUES.
 AY1563
 AY1563                          STATION RECOVERY (1989)
 AY1563
 AY1563'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY1563'RECOVERED IN GOOD CONDITION.
 AY1563
 AY1563                          STATION RECOVERY (1989)
 AY1563
 AY1563'RECOVERY NOTE BY US POWER SQUADRON 1989 (MAM)
 AY1563'RECOVERED IN GOOD CONDITION.
 AY1563
 AY1563                          STATION RECOVERY (1990)
 AY1563
 AY1563'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGG)
 AY1563'RECOVERED IN GOOD CONDITION.
 AY1563
 AY1563                          STATION RECOVERY (1993)
 AY1563
 AY1563'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY1563'RECOVERED IN GOOD CONDITION.
 AY1563
 AY1563                          STATION RECOVERY (1999)
 AY1563
 AY1563'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2291 ***********************************************************************
 CS2291  DESIGNATION -  J 131
 CS2291  PID         -  CS2291
 CS2291  STATE/COUNTY-  TX/PARKER
 CS2291  USGS QUAD   -  LAKE WEATHERFORD (1979)
 CS2291
 CS2291                         *CURRENT SURVEY CONTROL
 CS2291  ___________________________________________________________________
 CS2291* NAD 83(1986)-  32 48 00.     (N)    097 44 47.     (W)     SCALED    
 CS2291* NAVD 88     -       333.240  (meters)    1093.30   (feet)  ADJUSTED  
 CS2291  ___________________________________________________________________
 CS2291  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CS2291  DYNAMIC HT  -         332.835 (meters)    1091.98  (feet)  COMP
 CS2291  MODELED GRAV-     979,414.2   (mgal)                       NAVD 88
 CS2291
 CS2291  VERT ORDER  -  FIRST     CLASS II
 CS2291
 CS2291.The horizontal coordinates were scaled from a topographic map and have
 CS2291.an estimated accuracy of +/- 6 seconds.
 CS2291
 CS2291.The orthometric height was determined by differential leveling
 CS2291.and adjusted by the National Geodetic Survey in June 1991..
 CS2291
 CS2291.The geoid height was determined by GEOID03.
 CS2291
 CS2291.The dynamic height is computed by dividing the NAVD 88
 CS2291.geopotential number by the normal gravity value computed on the
 CS2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2291.degrees latitude (g = 980.6199 gals.).
 CS2291
 CS2291.The modeled gravity was interpolated from observed gravity values.
 CS2291
 CS2291;                    North         East    Units  Estimated Accuracy
 CS2291;SPC TXNC     - 2,125,930.      670,580.      MT  (+/- 180 meters Scaled)
 CS2291
 CS2291                          SUPERSEDED SURVEY CONTROL
 CS2291
 CS2291  NGVD 29 (??/??/92)  333.155  (m)         1093.03   (f) ADJ UNCH    1 2
 CS2291
 CS2291.Superseded values are not recommended for survey control.
 CS2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2291.See file dsdata.txt to determine how the superseded data were derived.
 CS2291
 CS2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB173298(NAD 83)
 CS2291_MARKER: DB = BENCH MARK DISK
 CS2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2291_STAMPING: J 131 1952
 CS2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2291+STABILITY: SURFACE MOTION
 CS2291
 CS2291  HISTORY     - Date     Condition        Report By
 CS2291  HISTORY     - 1952     MONUMENTED       CGS
 CS2291  HISTORY     - 1964     GOOD             NGS
 CS2291  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CS2291  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2291
 CS2291                          STATION DESCRIPTION
 CS2291
 CS2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2291'4.75 MI NE FROM WEATHERFORD.
 CS2291'0.8 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CS2291'WEATHERFORD, THENCE 2.25 MILES NORTHEAST ALONG DENTON ROAD, THENCE 1.7
 CS2291'MILES NORTHEAST ALONG A WINDING GRADED DIRT ROAD, AT A JUNCTION WITH A
 CS2291'DIRT ROAD LEADING EAST, 37 FEET NORTH OF THE CENTER LINE OF THE ROAD
 CS2291'LEADING EAST, 65 FEET EAST OF THE CENTER LINE OF THE NORTHEAST AND
 CS2291'SOUTHWEST ROAD, 17 FEET NORTHWEST OF A FENCE CORNER, 3 FEET SOUTH OF A
 CS2291'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 CS2291'FOOT ABOVE THE GROUND.  NOTE-- ALL DISTANCES AND THE TO REACH STILL
 CS2291'APPLY FOR RECOVERY.
 CS2291
 CS2291                          STATION RECOVERY (1995)
 CS2291
 CS2291'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2291'MARK NOT FOUND.
 CS2291
 CS2291                          STATION RECOVERY (1997)
 CS2291
 CS2291'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0757 ***********************************************************************
 DN0757  DESIGNATION -  J 132
 DN0757  PID         -  DN0757
 DN0757  STATE/COUNTY-  TX/WISE
 DN0757  USGS QUAD   -  PECAN CREEK (1978)
 DN0757
 DN0757                         *CURRENT SURVEY CONTROL
 DN0757  ___________________________________________________________________
 DN0757* NAD 83(1986)-  33 16 32.     (N)    097 37 08.     (W)     SCALED    
 DN0757* NAVD 88     -       281.825  (meters)     924.62   (feet)  ADJUSTED  
 DN0757  ___________________________________________________________________
 DN0757  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DN0757  DYNAMIC HT  -         281.502 (meters)     923.56  (feet)  COMP
 DN0757  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 DN0757
 DN0757  VERT ORDER  -  FIRST     CLASS II
 DN0757
 DN0757.The horizontal coordinates were scaled from a topographic map and have
 DN0757.an estimated accuracy of +/- 6 seconds.
 DN0757
 DN0757.The orthometric height was determined by differential leveling
 DN0757.and adjusted by the National Geodetic Survey in June 1991..
 DN0757
 DN0757.The geoid height was determined by GEOID03.
 DN0757
 DN0757.The dynamic height is computed by dividing the NAVD 88
 DN0757.geopotential number by the normal gravity value computed on the
 DN0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0757.degrees latitude (g = 980.6199 gals.).
 DN0757
 DN0757.The modeled gravity was interpolated from observed gravity values.
 DN0757
 DN0757;                    North         East    Units  Estimated Accuracy
 DN0757;SPC TXNC     - 2,178,750.      682,080.      MT  (+/- 180 meters Scaled)
 DN0757
 DN0757                          SUPERSEDED SURVEY CONTROL
 DN0757
 DN0757  NGVD 29 (??/??/92)  281.756  (m)          924.39   (f) ADJ UNCH    1 2
 DN0757
 DN0757.Superseded values are not recommended for survey control.
 DN0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0757.See file dsdata.txt to determine how the superseded data were derived.
 DN0757
 DN0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB286826(NAD 83)
 DN0757_MARKER: DB = BENCH MARK DISK
 DN0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0757_STAMPING: J 132 1952
 DN0757_MARK LOGO: CGS   
 DN0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0757+STABILITY: SURFACE MOTION
 DN0757
 DN0757  HISTORY     - Date     Condition        Report By
 DN0757  HISTORY     - 1952     MONUMENTED       CGS
 DN0757  HISTORY     - 1984     GOOD             NGS
 DN0757
 DN0757                          STATION DESCRIPTION
 DN0757
 DN0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0757'3.8 MI NW FROM DECATUR.
 DN0757'3.8 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0757'THE STATION AT DECATUR, AT A ROAD CROSSING, 100 FEET NORTHWEST OF THE
 DN0757'CENTER LINE OF A ROAD, 39.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 24.7
 DN0757'FEET NORTHEAST OF MILEPOST 44, 70.4 FEET NORTHWEST OF A TELEGRAPH
 DN0757'POLE, 2.4 FEET SOUTHWEST OF A FENCE, 3 FEET SOUTHEAST OF A WITNESS
 DN0757'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 DN0757'THE GROUND.
 DN0757
 DN0757                          STATION RECOVERY (1984)
 DN0757
 DN0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0757'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 DN0757'TO REACH FOLLOWS.  1.5 KM (0.95 MI) WEST ALONG WALNUT STREET FROM THE
 DN0757'BURLINGTON NORTHERN RAILROAD STATION IN DECATUR, THENCE  4.7 KM
 DN0757'(2.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAYS 287 AND 81, THENCE 0.5 KM
 DN0757'(0.3 MI) NORTHEAST ALONG A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0031 ***********************************************************************
 DO0031  DESIGNATION -  J 133
 DO0031  PID         -  DO0031
 DO0031  STATE/COUNTY-  TX/CLAY
 DO0031  USGS QUAD   -  JOLLY (1972)
 DO0031
 DO0031                         *CURRENT SURVEY CONTROL
 DO0031  ___________________________________________________________________
 DO0031* NAD 83(1986)-  33 50 21.     (N)    098 16 53.     (W)     SCALED    
 DO0031* NAVD 88     -       267.498  (meters)     877.62   (feet)  ADJUSTED  
 DO0031  ___________________________________________________________________
 DO0031  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DO0031  DYNAMIC HT  -         267.203 (meters)     876.65  (feet)  COMP
 DO0031  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 DO0031
 DO0031  VERT ORDER  -  FIRST     CLASS II
 DO0031
 DO0031.The horizontal coordinates were scaled from a topographic map and have
 DO0031.an estimated accuracy of +/- 6 seconds.
 DO0031
 DO0031.The orthometric height was determined by differential leveling
 DO0031.and adjusted by the National Geodetic Survey in June 1991..
 DO0031
 DO0031.The geoid height was determined by GEOID03.
 DO0031
 DO0031.The dynamic height is computed by dividing the NAVD 88
 DO0031.geopotential number by the normal gravity value computed on the
 DO0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0031.degrees latitude (g = 980.6199 gals.).
 DO0031
 DO0031.The modeled gravity was interpolated from observed gravity values.
 DO0031
 DO0031;                    North         East    Units  Estimated Accuracy
 DO0031;SPC TXNC     - 2,240,940.      620,230.      MT  (+/- 180 meters Scaled)
 DO0031
 DO0031                          SUPERSEDED SURVEY CONTROL
 DO0031
 DO0031  NGVD 29 (??/??/92)  267.431  (m)          877.40   (f) ADJ UNCH    1 2
 DO0031
 DO0031.Superseded values are not recommended for survey control.
 DO0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0031.See file dsdata.txt to determine how the superseded data were derived.
 DO0031
 DO0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC664445(NAD 83)
 DO0031_MARKER: DB = BENCH MARK DISK
 DO0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0031_SP_SET: ABUTMENT
 DO0031_STAMPING: 877.397 J 133 1933
 DO0031_MARK LOGO: CGS   
 DO0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0031
 DO0031  HISTORY     - Date     Condition        Report By
 DO0031  HISTORY     - 1933     MONUMENTED       CGS
 DO0031  HISTORY     - 1950     GOOD             NGS
 DO0031  HISTORY     - 1984     GOOD             NGS
 DO0031
 DO0031                          STATION DESCRIPTION
 DO0031
 DO0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0031'5.0 MI NW FROM HENRIETTA.
 DO0031'5.0 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0031'HENRIETTA, CLAY COUNTY, AT MILEAGE 101.10, AT A BRIDGE, AND IN THE
 DO0031'NORTHEAST CORNER OF THE SOUTHEAST CONCRETE ABUTMENT.  A STANDARD DISK,
 DO0031'STAMPED 877.397 J 133 1933.
 DO0031
 DO0031                          STATION RECOVERY (1984)
 DO0031
 DO0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0031'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  21.1 KM (13.1
 DO0031'MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM ITS
 DO0031'JUNCTION WITH 7TH STREET IN WICHITA FALLS, IN THE NORTHEAST END OF THE
 DO0031'SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 101.10, 0.2 KM (0.1 MI)
 DO0031'NEAR RAIL.
 DO0031'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0376 ***********************************************************************
 EM0376  DESIGNATION -  J 134
 EM0376  PID         -  EM0376
 EM0376  STATE/COUNTY-  TX/HARDEMAN
 EM0376  USGS QUAD   -  QUANAH WEST (1990)
 EM0376
 EM0376                         *CURRENT SURVEY CONTROL
 EM0376  ___________________________________________________________________
 EM0376* NAD 83(1986)-  34 18 48.     (N)    099 48 37.     (W)     SCALED    
 EM0376* NAVD 88     -       470.336  (meters)    1543.09   (feet)  ADJUSTED  
 EM0376  ___________________________________________________________________
 EM0376  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 EM0376  DYNAMIC HT  -         469.804 (meters)    1541.35  (feet)  COMP
 EM0376  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 EM0376
 EM0376  VERT ORDER  -  FIRST     CLASS II
 EM0376
 EM0376.The horizontal coordinates were scaled from a topographic map and have
 EM0376.an estimated accuracy of +/- 6 seconds.
 EM0376
 EM0376.The orthometric height was determined by differential leveling
 EM0376.and adjusted by the National Geodetic Survey in June 1991..
 EM0376.WARNING-Repeat measurements at this control monument indicate possible
 EM0376.vertical movement.
 EM0376
 EM0376.The geoid height was determined by GEOID03.
 EM0376
 EM0376.The dynamic height is computed by dividing the NAVD 88
 EM0376.geopotential number by the normal gravity value computed on the
 EM0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0376.degrees latitude (g = 980.6199 gals.).
 EM0376
 EM0376.The modeled gravity was interpolated from observed gravity values.
 EM0376
 EM0376;                    North         East    Units  Estimated Accuracy
 EM0376;SPC TXNC     - 2,294,270.      479,390.      MT  (+/- 180 meters Scaled)
 EM0376
 EM0376                          SUPERSEDED SURVEY CONTROL
 EM0376
 EM0376  NGVD 29 (??/??/92)  470.131  (m)         1542.42   (f) ADJ UNCH    1 2
 EM0376
 EM0376.Superseded values are not recommended for survey control.
 EM0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0376.See file dsdata.txt to determine how the superseded data were derived.
 EM0376
 EM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC254971(NAD 83)
 EM0376_MARKER: DB = BENCH MARK DISK
 EM0376_SETTING: 66 = SET IN ROCK OUTCROP
 EM0376_SP_SET: BEDROCK
 EM0376_STAMPING: J 134 1933 1542.421
 EM0376_MARK LOGO: CGS   
 EM0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0376
 EM0376  HISTORY     - Date     Condition        Report By
 EM0376  HISTORY     - 1933     MONUMENTED       CGS
 EM0376  HISTORY     - 1933     GOOD             NGS
 EM0376  HISTORY     - 1958     GOOD             NGS
 EM0376  HISTORY     - 1984     GOOD             NGS
 EM0376
 EM0376                          STATION DESCRIPTION
 EM0376
 EM0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0376'4.3 MI NW FROM QUANAH.
 EM0376'4.3 MILES NORTHWEST OF STA. 600 FEET WEST OF MILEPOST 196 AND A ROAD
 EM0376'CROSSING.  AT BASE OF TELEPHONE, AND SIGNAL JUNCTION POLE, 78 FEET
 EM0376'SOUTH OF CENTER OF TRACK.
 EM0376
 EM0376                          STATION RECOVERY (1958)
 EM0376
 EM0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0376'RECOVERED IN GOOD CONDITION.
 EM0376
 EM0376                          STATION RECOVERY (1984)
 EM0376
 EM0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0376'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.5 KM
 EM0376'(5.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EM0376'STATE HIGHWAY 6 IN QUANAH, THENCE 1.3 KM (0.8 MI) EAST ALONG THE
 EM0376'BURLINGTON NORTHERN RAILROAD, IN THE CENTER OF A 3- BY 5-FOOT EXPOSED
 EM0376'AREA OF OUTCROPPING BEDROCK, 160.0 M (524.9 FT) WEST OF MILEPOST 196,
 EM0376'24.1 M (79.1 FT) SOUTHWEST OF THE NEAR RAIL, AND 3.4 M (11.2 FT)
 EM0376'NORTHWEST OF A UTILITY POLE.  NOTE=THE DISK HAS BEEN MUTILATED AND IS
 EM0376'DIFFICULT TO READ BUT IS SOLID IN PLACE.
 EM0376'THE MARK IS 5.7 METERS  NE FROM  A WITNESS POST AND FENCE
 EM0376'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0008 ***********************************************************************
 EN0008  DESIGNATION -  J 135
 EN0008  PID         -  EN0008
 EN0008  STATE/COUNTY-  TX/HALL
 EN0008  USGS QUAD   -  ESTELLINE NW (1984)
 EN0008
 EN0008                         *CURRENT SURVEY CONTROL
 EN0008  ___________________________________________________________________
 EN0008* NAD 83(1986)-  34 41 02.     (N)    100 29 21.     (W)     SCALED    
 EN0008* NAVD 88     -       603.553  (meters)    1980.16   (feet)  ADJUSTED  
 EN0008  ___________________________________________________________________
 EN0008  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 EN0008  DYNAMIC HT  -         602.879 (meters)    1977.95  (feet)  COMP
 EN0008  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 EN0008
 EN0008  VERT ORDER  -  FIRST     CLASS II
 EN0008
 EN0008.The horizontal coordinates were scaled from a topographic map and have
 EN0008.an estimated accuracy of +/- 6 seconds.
 EN0008
 EN0008.The orthometric height was determined by differential leveling
 EN0008.and adjusted by the National Geodetic Survey in June 1991..
 EN0008
 EN0008.The geoid height was determined by GEOID03.
 EN0008
 EN0008.The dynamic height is computed by dividing the NAVD 88
 EN0008.geopotential number by the normal gravity value computed on the
 EN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0008.degrees latitude (g = 980.6199 gals.).
 EN0008
 EN0008.The modeled gravity was interpolated from observed gravity values.
 EN0008
 EN0008;                    North         East    Units  Estimated Accuracy
 EN0008;SPC TX N     - 1,076,340.      292,630.      MT  (+/- 180 meters Scaled)
 EN0008
 EN0008                          SUPERSEDED SURVEY CONTROL
 EN0008
 EN0008  NGVD 29 (??/??/92)  603.260  (m)         1979.20   (f) ADJ UNCH    1 2
 EN0008
 EN0008.Superseded values are not recommended for survey control.
 EN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0008.See file dsdata.txt to determine how the superseded data were derived.
 EN0008
 EN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD635389(NAD 83)
 EN0008_MARKER: DB = BENCH MARK DISK
 EN0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0008_SP_SET: MONUMENT
 EN0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0008
 EN0008  HISTORY     - Date     Condition        Report By
 EN0008  HISTORY     - UNK      MONUMENTED       CGS
 EN0008  HISTORY     - 1933     GOOD             NGS
 EN0008  HISTORY     - 1961     MARK NOT FOUND   USGS
 EN0008
 EN0008                          STATION DESCRIPTION
 EN0008
 EN0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0008'4 MI SE FROM MEMPHIS.
 EN0008'NEAR BASE OF MILE POST 247, 33 FEET SOUTHWEST OF CENTER OF TRACK.
 EN0008
 EN0008                          STATION RECOVERY (1961)
 EN0008
 EN0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 EN0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0067 ***********************************************************************
 GK0067  DESIGNATION -  J 136
 GK0067  PID         -  GK0067
 GK0067  STATE/COUNTY-  TX/OCHILTREE
 GK0067  USGS QUAD   -  PERRYTON (1973)
 GK0067
 GK0067                         *CURRENT SURVEY CONTROL
 GK0067  ___________________________________________________________________
 GK0067* NAD 83(1986)-  36 28 10.     (N)    100 48 09.     (W)     SCALED    
 GK0067* NAVD 88     -       894.439  (meters)    2934.51   (feet)  ADJUSTED  
 GK0067  ___________________________________________________________________
 GK0067  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 GK0067  DYNAMIC HT  -         893.512 (meters)    2931.46  (feet)  COMP
 GK0067  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 GK0067
 GK0067  VERT ORDER  -  FIRST     CLASS II
 GK0067
 GK0067.The horizontal coordinates were scaled from a topographic map and have
 GK0067.an estimated accuracy of +/- 6 seconds.
 GK0067
 GK0067.The orthometric height was determined by differential leveling
 GK0067.and adjusted by the National Geodetic Survey in June 1991..
 GK0067
 GK0067.The geoid height was determined by GEOID03.
 GK0067
 GK0067.The dynamic height is computed by dividing the NAVD 88
 GK0067.geopotential number by the normal gravity value computed on the
 GK0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0067.degrees latitude (g = 980.6199 gals.).
 GK0067
 GK0067.The modeled gravity was interpolated from observed gravity values.
 GK0067
 GK0067;                    North         East    Units  Estimated Accuracy
 GK0067;SPC TX N     - 1,274,190.      262,520.      MT  (+/- 180 meters Scaled)
 GK0067
 GK0067                          SUPERSEDED SURVEY CONTROL
 GK0067
 GK0067  NGVD 29 (??/??/92)  894.062  (m)         2933.27   (f) ADJ UNCH    1 2
 GK0067
 GK0067.Superseded values are not recommended for survey control.
 GK0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0067.See file dsdata.txt to determine how the superseded data were derived.
 GK0067
 GK0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF385375(NAD 83)
 GK0067_MARKER: DB = BENCH MARK DISK
 GK0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0067_STAMPING: J-136 1934
 GK0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0067+STABILITY: SURFACE MOTION
 GK0067
 GK0067  HISTORY     - Date     Condition        Report By
 GK0067  HISTORY     - 1934     MONUMENTED       CGS
 GK0067  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0067
 GK0067                          STATION DESCRIPTION
 GK0067
 GK0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0067'3.2 MI N FROM PERRYTON.
 GK0067'3.2 MILES NORTH OF THE COUNTY COURT HOUSE, AT PERRYTON 0.1 MILE SOUTH
 GK0067'OF THE PHILLIPS FARM HOUSE ON THE EAST SIDE OF HIGHWAY.  56 FEET WEST
 GK0067'OF THE CENTERLINE OF U.S. HIGHWAY 83.  78 FEET NORTHWEST OF THE
 GK0067'JUNCTION OF HIGHWAY AND SIDE ROAD TO THE WEST.  2 FEET NORTH OF THE
 GK0067'SECTION LINE FENCE CORNER.
 GK0067
 GK0067                          STATION RECOVERY (1972)
 GK0067
 GK0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0094 ***********************************************************************
 GK0094  DESIGNATION -  J 137 RESET 1959
 GK0094  PID         -  GK0094
 GK0094  STATE/COUNTY-  TX/OCHILTREE
 GK0094  USGS QUAD   -  BARTON CREEK (1973)
 GK0094
 GK0094                         *CURRENT SURVEY CONTROL
 GK0094  ___________________________________________________________________
 GK0094* NAD 83(1986)-  36 05 59.     (N)    100 33 53.     (W)     SCALED    
 GK0094* NAVD 88     -       870.67   (+/-2cm)    2856.5    (feet)  VERTCON   
 GK0094  ___________________________________________________________________
 GK0094  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 GK0094
 GK0094  VERT ORDER  -  THIRD (See Below)
 GK0094
 GK0094.The horizontal coordinates were scaled from a topographic map and have
 GK0094.an estimated accuracy of +/- 6 seconds.
 GK0094
 GK0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0094.The vertical order pertains to the NGVD 29 superseded value.
 GK0094
 GK0094.The geoid height was determined by GEOID03.
 GK0094
 GK0094;                    North         East    Units  Estimated Accuracy
 GK0094;SPC TX N     - 1,233,340.      284,220.      MT  (+/- 180 meters Scaled)
 GK0094
 GK0094                          SUPERSEDED SURVEY CONTROL
 GK0094
 GK0094  NGVD 29 (01/29/03)  870.31   (m)         2855.3    (f) RESET       3  
 GK0094
 GK0094.Superseded values are not recommended for survey control.
 GK0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0094.See file dsdata.txt to determine how the superseded data were derived.
 GK0094
 GK0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE591961(NAD 83)
 GK0094_MARKER: DB = BENCH MARK DISK
 GK0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0094_STAMPING: J 137 RESET 1959
 GK0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0094+STABILITY: SURFACE MOTION
 GK0094
 GK0094  HISTORY     - Date     Condition        Report By
 GK0094  HISTORY     - 1959     MONUMENTED       CGS
 GK0094
 GK0094                          STATION DESCRIPTION
 GK0094
 GK0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 GK0094'19.4 MI NW FROM CANADIAN.
 GK0094'IN OCHILTREE COUNTY, ABOUT 19.4 MILES NORTHWEST ALONG U.S. HIGHWAY NO.
 GK0094'83 FROM THE MAIN STREET INTERSECTION IN CANADIAN, HEMPHILL COUNTY. IT
 GK0094'IS AT THE INTERSECTION OF U.S. NO. 83 AND FM ROAD 2389, 1 FOOT NORTH
 GK0094'OF THE SOUTH RIGHT-OF-WAY FENCE LINE OF NO. 2389 LEADING WEST, 3 FEET
 GK0094'EAST OF A POWER POLE, ABOUT 55 YARDS WEST OF THE NORTHWEST CORNER OF A
 GK0094'FARM YARD AND ABOUT 75 YARDS WEST OF THE CENTER OF THE INTERSECTION OF
 GK0094'HIGHWAYS NOS. 83 AND 2389. IT IS 15 YARDS SOUTH OF THE CENTERLINE OF
 GK0094'2389.  A STANDARD DISK STAMPED J 137 RESET 1959 IN A CONCRETE POST
 GK0094'WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0841 ***********************************************************************
 BL0841  DESIGNATION -  J 137 USDA
 BL0841  PID         -  BL0841
 BL0841  STATE/COUNTY-  TX/MONTGOMERY
 BL0841  USGS QUAD   -  NEW WAVERLY (1976)
 BL0841
 BL0841                         *CURRENT SURVEY CONTROL
 BL0841  ___________________________________________________________________
 BL0841* NAD 83(1986)-  30 32 13.     (N)    095 28 55.     (W)     SCALED    
 BL0841* NAVD 88     -       109.82   (+/-2cm)     360.3    (feet)  VERTCON   
 BL0841  ___________________________________________________________________
 BL0841  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BL0841
 BL0841  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0841
 BL0841.The horizontal coordinates were scaled from a topographic map and have
 BL0841.an estimated accuracy of +/- 6 seconds.
 BL0841
 BL0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0841.The vertical order pertains to the NGVD 29 superseded value.
 BL0841
 BL0841.The geoid height was determined by GEOID03.
 BL0841
 BL0841;                    North         East    Units  Estimated Accuracy
 BL0841;SPC TX C     - 3,106,620.    1,165,370.      MT  (+/- 180 meters Scaled)
 BL0841
 BL0841                          SUPERSEDED SURVEY CONTROL
 BL0841
 BL0841  NGVD 29 (??/??/92)  109.822  (m)          360.31   (f) ADJ UNCH    1 2
 BL0841
 BL0841.Superseded values are not recommended for survey control.
 BL0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0841.See file dsdata.txt to determine how the superseded data were derived.
 BL0841
 BL0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP618809(NAD 83)
 BL0841_MARKER: DD = SURVEY DISK
 BL0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0841_SP_SET: SIDEWALK
 BL0841_STAMPING: J 137 1934
 BL0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0841
 BL0841  HISTORY     - Date     Condition        Report By
 BL0841  HISTORY     - 1934     MONUMENTED       USDA
 BL0841  HISTORY     - 1973     GOOD             NGS
 BL0841  HISTORY     - 1978     GOOD             NGS
 BL0841  HISTORY     - 20020218 GOOD             USPSQD
 BL0841
 BL0841                          STATION DESCRIPTION
 BL0841
 BL0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0841'IN NEW WAVERLY.
 BL0841'ABOUT 52 FEET SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL0841'CROSSING OF FARM ROAD 150 AT NEW WAVERLY, AT THE CROSSING OF FARM ROAD
 BL0841'150, SET IN THE TOP OF THE WEST CONCRETE SIDEWALK AROUND POWERS AUTO
 BL0841'SUPPLY, 91.6 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 51.4 FEET
 BL0841'SOUTH OF THE CENTER LINE OF FARM ROAD 150, 13 FEET SOUTHWEST OF THE
 BL0841'NORTHWEST CORNER OF THE BUILDING, 6.8 FEET WEST OF THE WEST WALL OF
 BL0841'THE BUILDING, ABOUT LEVEL WITH THE ROAD.
 BL0841
 BL0841                          STATION RECOVERY (1978)
 BL0841
 BL0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0841'RECOVERED IN GOOD CONDITION.
 BL0841
 BL0841                          STATION RECOVERY (2002)
 BL0841
 BL0841'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BL0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1508 ***********************************************************************
 AY1508  DESIGNATION -  J 1377
 AY1508  PID         -  AY1508
 AY1508  STATE/COUNTY-  TX/BEXAR
 AY1508  USGS QUAD   -  SOUTHTON (1992)
 AY1508
 AY1508                         *CURRENT SURVEY CONTROL
 AY1508  ___________________________________________________________________
 AY1508* NAD 83(1986)-  29 18 41.     (N)    098 23 52.     (W)     SCALED    
 AY1508* NAVD 88     -       173.186  (meters)     568.19   (feet)  ADJUSTED  
 AY1508  ___________________________________________________________________
 AY1508  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AY1508  DYNAMIC HT  -         172.935 (meters)     567.37  (feet)  COMP
 AY1508  MODELED GRAV-     979,193.1   (mgal)                       NAVD 88
 AY1508
 AY1508  VERT ORDER  -  FIRST     CLASS II
 AY1508
 AY1508.The horizontal coordinates were scaled from a topographic map and have
 AY1508.an estimated accuracy of +/- 6 seconds.
 AY1508
 AY1508.The orthometric height was determined by differential leveling
 AY1508.and adjusted by the National Geodetic Survey in June 1991..
 AY1508
 AY1508.The geoid height was determined by GEOID03.
 AY1508
 AY1508.The dynamic height is computed by dividing the NAVD 88
 AY1508.geopotential number by the normal gravity value computed on the
 AY1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1508.degrees latitude (g = 980.6199 gals.).
 AY1508
 AY1508.The modeled gravity was interpolated from observed gravity values.
 AY1508
 AY1508;                    North         East    Units  Estimated Accuracy
 AY1508;SPC TXSC     - 4,163,960.      658,500.      MT  (+/- 180 meters Scaled)
 AY1508
 AY1508                          SUPERSEDED SURVEY CONTROL
 AY1508
 AY1508.No superseded survey control is available for this station.
 AY1508
 AY1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT584426(NAD 83)
 AY1508_MARKER: I = METAL ROD
 AY1508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1508_SP_SET: STAINLESS STEEL ROD
 AY1508_STAMPING: J 1377 1980
 AY1508_MARK LOGO: NGS   
 AY1508_PROJECTION: RECESSED 5 CENTIMETERS
 AY1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1508_ROD/PIPE-DEPTH: 6.1  meters
 AY1508
 AY1508  HISTORY     - Date     Condition        Report By
 AY1508  HISTORY     - 1980     MONUMENTED       NGS
 AY1508  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY1508
 AY1508                          STATION DESCRIPTION
 AY1508
 AY1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1508'14.6 KM (9.1 MI) SE FROM SAN ANTONIO.
 AY1508'14.6 KM (9.1 MI) SOUTHEAST ALONG SOUTH PRESA STREET (SPUR 122) FROM
 AY1508'THE JUNCTION OF EAST DURANGO BOULEVARD IN SAN ANTONIO, ALSO 9.4 KM
 AY1508'(5.85 MI) NORTHWEST ALONG OLD CORPUS CHRISTI ROAD FROM THE JUNCTION OF
 AY1508'FARM ROAD 1518 IN ELMENDORF, AT THE INTERSECTION OF SPUR 122 AND OLD
 AY1508'CORPUS CHRISTI ROAD, AT THE MISSION BUTANE GAS COMPANY, 25.4 METERS
 AY1508'(83.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 AY1508'PRESA STREET, 7.6 METERS (24.8 FT) SOUTHWEST OF THE CENTERLINE OF OLD
 AY1508'CORPUS CHRISTI ROAD, 15.5 METERS (50.9 FT) EAST-SOUTHEAST OF THE
 AY1508'CENTER OF THE ENTRANCE TO THE GAS COMPANY, 1.7 METERS (5.5 FT)
 AY1508'WEST-SOUTHWEST OF A TELEPHONE POLE, 0.7 METER (2.4 FT) NORTHWEST OF A
 AY1508'CHAIN LINK FENCE CORNER, 0.5 METER (1.5 FT) NORTH-NORTHEAST OF A CHAIN
 AY1508'LINK FENCE, 30.9 METERS (101.3 FT) SOUTHEAST OF A FIRE HYDRANT.
 AY1508'THE MARK IS 0.4 METERS  NNE FROM A WITNESS POST.
 AY1508'THE MARK IS 0.6 M ABOVE THE ROAD.
 AY1508
 AY1508                          STATION RECOVERY (1995)
 AY1508
 AY1508'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1475 ***********************************************************************
 AY1475  DESIGNATION -  J 1378
 AY1475  PID         -  AY1475
 AY1475  STATE/COUNTY-  TX/WILSON
 AY1475  USGS QUAD   -  POTH (1961)
 AY1475
 AY1475                         *CURRENT SURVEY CONTROL
 AY1475  ___________________________________________________________________
 AY1475* NAD 83(1986)-  29 00 21.     (N)    098 02 37.     (W)     SCALED    
 AY1475* NAVD 88     -       113.621  (meters)     372.77   (feet)  ADJUSTED  
 AY1475  ___________________________________________________________________
 AY1475  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AY1475  DYNAMIC HT  -         113.458 (meters)     372.24  (feet)  COMP
 AY1475  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 AY1475
 AY1475  VERT ORDER  -  FIRST     CLASS II
 AY1475
 AY1475.The horizontal coordinates were scaled from a topographic map and have
 AY1475.an estimated accuracy of +/- 6 seconds.
 AY1475
 AY1475.The orthometric height was determined by differential leveling
 AY1475.and adjusted by the National Geodetic Survey in June 1991..
 AY1475
 AY1475.The geoid height was determined by GEOID03.
 AY1475
 AY1475.The dynamic height is computed by dividing the NAVD 88
 AY1475.geopotential number by the normal gravity value computed on the
 AY1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1475.degrees latitude (g = 980.6199 gals.).
 AY1475
 AY1475.The modeled gravity was interpolated from observed gravity values.
 AY1475
 AY1475;                    North         East    Units  Estimated Accuracy
 AY1475;SPC TXSC     - 4,130,330.      693,170.      MT  (+/- 180 meters Scaled)
 AY1475
 AY1475                          SUPERSEDED SURVEY CONTROL
 AY1475
 AY1475.No superseded survey control is available for this station.
 AY1475
 AY1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT931090(NAD 83)
 AY1475_MARKER: I = METAL ROD
 AY1475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1475_SP_SET: STAINLESS STEEL ROD
 AY1475_STAMPING: J 1378 1981
 AY1475_MARK LOGO: NGS   
 AY1475_PROJECTION: FLUSH
 AY1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1475_ROD/PIPE-DEPTH: 11.2 meters
 AY1475
 AY1475  HISTORY     - Date     Condition        Report By
 AY1475  HISTORY     - 1981     MONUMENTED       NGS
 AY1475  HISTORY     - 19951028 GOOD             USPSQD
 AY1475  HISTORY     - 20050521 GOOD             USPSQD
 AY1475
 AY1475                          STATION DESCRIPTION
 AY1475
 AY1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AY1475'3.9 KM (2.4 MI) NW FROM FALLS CITY.
 AY1475'3.9 KM (2.4 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AY1475'FARM ROAD 791 IN FALLS CITY, AT THE JUNCTION OF A TRACK ROAD LEADING
 AY1475'NORTHWEST INTO A PASTURE, 17.6 METERS (58.0 FT) NORTHEAST OF THE
 AY1475'CENTERLINE OF THE HIGHWAY, 15.8 METERS (52.0 FT) NORTHWEST OF THE
 AY1475'CENTER OF THE ROAD, 15.5 METERS (51.0 FT) NORTHWEST OF THE CENTER OF
 AY1475'AN IRON ROD AND PIPE GATE, 0.9 METER (3.0 FT) SOUTHEAST OF A TELEPHONE
 AY1475'POLE WITH LINES WHICH CROSS THE HIGHWAY.
 AY1475'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 AY1475'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AY1475
 AY1475                          STATION RECOVERY (1995)
 AY1475
 AY1475'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1475'RECOVERED IN GOOD CONDITION.
 AY1475
 AY1475                          STATION RECOVERY (2005)
 AY1475
 AY1475'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1531 ***********************************************************************
 AY1531  DESIGNATION -  J 1379
 AY1531  PID         -  AY1531
 AY1531  STATE/COUNTY-  TX/BEXAR
 AY1531  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1531
 AY1531                         *CURRENT SURVEY CONTROL
 AY1531  ___________________________________________________________________
 AY1531* NAD 83(1986)-  29 29 48.     (N)    098 24 05.     (W)     SCALED    
 AY1531* NAVD 88     -       225.258  (meters)     739.03   (feet)  ADJUSTED  
 AY1531  ___________________________________________________________________
 AY1531  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AY1531  DYNAMIC HT  -         224.930 (meters)     737.96  (feet)  COMP
 AY1531  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 AY1531
 AY1531  VERT ORDER  -  FIRST     CLASS II
 AY1531
 AY1531.The horizontal coordinates were scaled from a topographic map and have
 AY1531.an estimated accuracy of +/- 6 seconds.
 AY1531
 AY1531.The orthometric height was determined by differential leveling
 AY1531.and adjusted by the National Geodetic Survey in June 1991..
 AY1531
 AY1531.The geoid height was determined by GEOID03.
 AY1531
 AY1531.The dynamic height is computed by dividing the NAVD 88
 AY1531.geopotential number by the normal gravity value computed on the
 AY1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1531.degrees latitude (g = 980.6199 gals.).
 AY1531
 AY1531.The modeled gravity was interpolated from observed gravity values.
 AY1531
 AY1531;                    North         East    Units  Estimated Accuracy
 AY1531;SPC TXSC     - 4,184,490.      658,040.      MT  (+/- 180 meters Scaled)
 AY1531
 AY1531                          SUPERSEDED SURVEY CONTROL
 AY1531
 AY1531.No superseded survey control is available for this station.
 AY1531
 AY1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT580631(NAD 83)
 AY1531_MARKER: DB = BENCH MARK DISK
 AY1531_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1531_SP_SET: BRIDGE PIER
 AY1531_STAMPING: J 1379 1980
 AY1531_MARK LOGO: NGS   
 AY1531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1531
 AY1531  HISTORY     - Date     Condition        Report By
 AY1531  HISTORY     - 1980     MONUMENTED       NGS
 AY1531  HISTORY     - 1989     GOOD             USPSQD
 AY1531  HISTORY     - 19990227 GOOD             USPSQD
 AY1531
 AY1531                          STATION DESCRIPTION
 AY1531
 AY1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1531'IN SAN ANTONIO.
 AY1531'IN SAN ANTONIO, AT THE JUNCTION OF INTERSTATE 35 SOUTHBOUND AND
 AY1531'EISENHAUER ROAD, 10.1 KM (6.3 MI) NORTHEAST ALONG INTERSTATE HIGHWAY
 AY1531'35 FROM THE NEW BRAUNFELS AVENUE EXIT, SET VERTICALLY IN THE WEST FACE
 AY1531'OF THE NORTHWESTERNMOST CONCRETE PIER SUPPORTING THE SOUTHBOUND LANES
 AY1531'OF THE INTERSTATE, 12.1 METERS (39.6 FT) NORTH OF THE CENTERLINE OF
 AY1531'THE WESTBOUND LANES OF THE ROAD, 24.5 METERS (80.4 FT) EAST OF THE
 AY1531'CENTERLINE OF THE FRONTAGE ROAD.
 AY1531'THE MARK IS 1.4 M ABOVE THE ROAD.
 AY1531
 AY1531                          STATION RECOVERY (1989)
 AY1531
 AY1531'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1531'RECOVERED IN GOOD CONDITION.
 AY1531
 AY1531                          STATION RECOVERY (1999)
 AY1531
 AY1531'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0034 ***********************************************************************
 GK0034  DESIGNATION -  J 138
 GK0034  PID         -  GK0034
 GK0034  STATE/COUNTY-  TX/LIPSCOMB
 GK0034  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK0034
 GK0034                         *CURRENT SURVEY CONTROL
 GK0034  ___________________________________________________________________
 GK0034* NAD 83(1986)-  36 06 38.     (N)    100 02 43.     (W)     SCALED    
 GK0034* NAVD 88     -       788.348  (meters)    2586.44   (feet)  ADJUSTED  
 GK0034  ___________________________________________________________________
 GK0034  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 GK0034  DYNAMIC HT  -         787.528 (meters)    2583.75  (feet)  COMP
 GK0034  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 GK0034
 GK0034  VERT ORDER  -  FIRST     CLASS II
 GK0034
 GK0034.The horizontal coordinates were scaled from a topographic map and have
 GK0034.an estimated accuracy of +/- 6 seconds.
 GK0034
 GK0034.The orthometric height was determined by differential leveling
 GK0034.and adjusted by the National Geodetic Survey in June 1991..
 GK0034
 GK0034.The geoid height was determined by GEOID03.
 GK0034
 GK0034.The dynamic height is computed by dividing the NAVD 88
 GK0034.geopotential number by the normal gravity value computed on the
 GK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0034.degrees latitude (g = 980.6199 gals.).
 GK0034
 GK0034.The modeled gravity was interpolated from observed gravity values.
 GK0034
 GK0034;                    North         East    Units  Estimated Accuracy
 GK0034;SPC TX N     - 1,235,110.      330,970.      MT  (+/- 180 meters Scaled)
 GK0034
 GK0034                          SUPERSEDED SURVEY CONTROL
 GK0034
 GK0034  NGVD 29 (??/??/92)  788.017  (m)         2585.35   (f) ADJ UNCH    1 2
 GK0034
 GK0034.Superseded values are not recommended for survey control.
 GK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0034.See file dsdata.txt to determine how the superseded data were derived.
 GK0034
 GK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME059967(NAD 83)
 GK0034_MARKER: DB = BENCH MARK DISK
 GK0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0034_STAMPING: J-138 1934
 GK0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0034+STABILITY: SURFACE MOTION
 GK0034
 GK0034  HISTORY     - Date     Condition        Report By
 GK0034  HISTORY     - 1934     MONUMENTED       CGS
 GK0034  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0034
 GK0034                          STATION DESCRIPTION
 GK0034
 GK0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0034'1.3 MI SW FROM HIGGINS.
 GK0034'1.3 MILES SOUTHWEST OF NEW HIGGINS HOTEL.  AT HIGGINS 200 FEET
 GK0034'NORTHEAST OF MILE POST 430.  69 FEET NORTHEAST OF THE CENTERLINE OF
 GK0034'ATCHISON TOPEKA AND SANTA FE RAILROAD.  90 FEET SOUTHWEST OF THE
 GK0034'CENTERLINE OF U.S. HIGHWAY 60.  NOTE-- MIGHT BE COVERED WITH SAND.
 GK0034
 GK0034                          STATION RECOVERY (1972)
 GK0034
 GK0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1061 ***********************************************************************
 AH1061  DESIGNATION -  J 1380
 AH1061  PID         -  AH1061
 AH1061  STATE/COUNTY-  TX/KLEBERG
 AH1061  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1061
 AH1061                         *CURRENT SURVEY CONTROL
 AH1061  ___________________________________________________________________
 AH1061* NAD 83(1986)-  27 31 31.     (N)    097 52 02.     (W)     SCALED    
 AH1061* NAVD 88     -        18.191  (meters)      59.68   (feet)  ADJUSTED  
 AH1061  ___________________________________________________________________
 AH1061  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AH1061  DYNAMIC HT  -          18.163 (meters)      59.59  (feet)  COMP
 AH1061  MODELED GRAV-     979,095.7   (mgal)                       NAVD 88
 AH1061
 AH1061  VERT ORDER  -  FIRST     CLASS II
 AH1061
 AH1061.The horizontal coordinates were scaled from a topographic map and have
 AH1061.an estimated accuracy of +/- 6 seconds.
 AH1061
 AH1061.The orthometric height was determined by differential leveling
 AH1061.and adjusted by the National Geodetic Survey in June 1991..
 AH1061
 AH1061.The geoid height was determined by GEOID03.
 AH1061
 AH1061.The dynamic height is computed by dividing the NAVD 88
 AH1061.geopotential number by the normal gravity value computed on the
 AH1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1061.degrees latitude (g = 980.6199 gals.).
 AH1061
 AH1061.The modeled gravity was interpolated from observed gravity values.
 AH1061
 AH1061;                    North         East    Units  Estimated Accuracy
 AH1061;SPC TX S     - 5,206,080.      362,510.      MT  (+/- 180 meters Scaled)
 AH1061
 AH1061                          SUPERSEDED SURVEY CONTROL
 AH1061
 AH1061.No superseded survey control is available for this station.
 AH1061
 AH1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR118451(NAD 83)
 AH1061_MARKER: I = METAL ROD
 AH1061_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1061_SP_SET: STAINLESS STEEL ROD
 AH1061_STAMPING: J 1380 1981
 AH1061_MARK LOGO: NGS   
 AH1061_PROJECTION: RECESSED 2 CENTIMETERS
 AH1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1061_ROD/PIPE-DEPTH: 7.3  meters
 AH1061
 AH1061  HISTORY     - Date     Condition        Report By
 AH1061  HISTORY     - 1981     MONUMENTED       NGS
 AH1061
 AH1061                          STATION DESCRIPTION
 AH1061
 AH1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1061'IN KINGSVILLE.
 AH1061'IN KINGSVILLE, AT THE ALICE G. KLEBERG ELEMENTARY SCHOOL, AT THE NORTH
 AH1061'EDGE OF KINGSVILLE, 27.3 METERS (89.5 FT) EAST OF THE CENTERLINE OF
 AH1061'U.S. HIGHWAY 77, 29.6 METERS (97.0 FT) NORTH OF THE CENTER OF THE MAIN
 AH1061'ENTRANCE WEST OF THE SCHOOL, 13.8 METERS (45.2 FT) NORTH OF THE
 AH1061'NORTHWEST CORNER OF THE MAIN SCHOOL BUILDING, 15.3 METERS (50.3 FT)
 AH1061'SOUTHWEST OF THE SOUTHWEST CORNER OF A SIDE SCHOOL BUILDING,
 AH1061'3.1 METERS (10.1 FT) SOUTH OF A FLAGPOLE.
 AH1061'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1949 ***********************************************************************
 AN1949  DESIGNATION -  J 1381
 AN1949  PID         -  AN1949
 AN1949  STATE/COUNTY-  TX/KARNES
 AN1949  USGS QUAD   -  KENEDY (1987)
 AN1949
 AN1949                         *CURRENT SURVEY CONTROL
 AN1949  ___________________________________________________________________
 AN1949* NAD 83(1986)-  28 49 04.     (N)    097 50 53.     (W)     SCALED    
 AN1949* NAVD 88     -        82.874  (meters)     271.90   (feet)  ADJUSTED  
 AN1949  ___________________________________________________________________
 AN1949  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN1949  DYNAMIC HT  -          82.753 (meters)     271.50  (feet)  COMP
 AN1949  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AN1949
 AN1949  VERT ORDER  -  FIRST     CLASS II
 AN1949
 AN1949.The horizontal coordinates were scaled from a topographic map and have
 AN1949.an estimated accuracy of +/- 6 seconds.
 AN1949
 AN1949.The orthometric height was determined by differential leveling
 AN1949.and adjusted by the National Geodetic Survey in June 1991..
 AN1949
 AN1949.The geoid height was determined by GEOID03.
 AN1949
 AN1949.The dynamic height is computed by dividing the NAVD 88
 AN1949.geopotential number by the normal gravity value computed on the
 AN1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1949.degrees latitude (g = 980.6199 gals.).
 AN1949
 AN1949.The modeled gravity was interpolated from observed gravity values.
 AN1949
 AN1949;                    North         East    Units  Estimated Accuracy
 AN1949;SPC TXSC     - 4,109,660.      712,430.      MT  (+/- 180 meters Scaled)
 AN1949
 AN1949                          SUPERSEDED SURVEY CONTROL
 AN1949
 AN1949.No superseded survey control is available for this station.
 AN1949
 AN1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS124883(NAD 83)
 AN1949_MARKER: I = METAL ROD
 AN1949_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN1949_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN1949_STAMPING: J 1381 1981
 AN1949_MARK LOGO: NGS   
 AN1949_PROJECTION: RECESSED 4 CENTIMETERS
 AN1949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AN1949+STABILITY: POSITION/ELEVATION WELL
 AN1949_ROD/PIPE-DEPTH: 10.6 meters
 AN1949_SLEEVE-DEPTH  : 9.1 meters
 AN1949
 AN1949  HISTORY     - Date     Condition        Report By
 AN1949  HISTORY     - 1981     MONUMENTED       NGS
 AN1949
 AN1949                          STATION DESCRIPTION
 AN1949
 AN1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1949'IN KENEDY.
 AN1949'IN KENEDY, AT THE KENEDY POST OFFICE AT 223 SOUTH SECOND STREET,
 AN1949'11.5 METERS (38.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE STREET,
 AN1949'15.5 METERS (51.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE DOORS AT
 AN1949'THE ENTRANCE OF THE POST OFFICE, 13.1 METERS (43.0 FT) SOUTH-SOUTHEAST
 AN1949'OF THE SOUTH-SOUTHEAST CURB OF AN ASPHALT DRIVE ON THE NORTH SIDE OF
 AN1949'THE POST OFFICE, 12.8 METERS (42.0 FT) WEST OF THE CENTER OF A LARGE
 AN1949'GAS METER, 6.0 METERS (20.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER
 AN1949'OF THE POST OFFICE, 2.4 METERS (8.0 FT) NORTH-NORTHWEST OF A FLAGPOLE.
 AN1949'THE MARK IS 0.3 M ABOVE SECOND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1913 ***********************************************************************
 AN1913  DESIGNATION -  J 1382
 AN1913  PID         -  AN1913
 AN1913  STATE/COUNTY-  TX/BEE
 AN1913  USGS QUAD   -  SKIDMORE (1979)
 AN1913
 AN1913                         *CURRENT SURVEY CONTROL
 AN1913  ___________________________________________________________________
 AN1913* NAD 83(1986)-  28 20 18.     (N)    097 42 54.     (W)     SCALED    
 AN1913* NAVD 88     -        57.600  (meters)     188.98   (feet)  ADJUSTED  
 AN1913  ___________________________________________________________________
 AN1913  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN1913  DYNAMIC HT  -          57.514 (meters)     188.69  (feet)  COMP
 AN1913  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 AN1913
 AN1913  VERT ORDER  -  FIRST     CLASS II
 AN1913
 AN1913.The horizontal coordinates were scaled from a topographic map and have
 AN1913.an estimated accuracy of +/- 6 seconds.
 AN1913
 AN1913.The orthometric height was determined by differential leveling
 AN1913.and adjusted by the National Geodetic Survey in June 1991..
 AN1913
 AN1913.The geoid height was determined by GEOID03.
 AN1913
 AN1913.The dynamic height is computed by dividing the NAVD 88
 AN1913.geopotential number by the normal gravity value computed on the
 AN1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1913.degrees latitude (g = 980.6199 gals.).
 AN1913
 AN1913.The modeled gravity was interpolated from observed gravity values.
 AN1913
 AN1913;                    North         East    Units  Estimated Accuracy
 AN1913;SPC TXSC     - 4,056,660.      726,000.      MT  (+/- 180 meters Scaled)
 AN1913
 AN1913                          SUPERSEDED SURVEY CONTROL
 AN1913
 AN1913.No superseded survey control is available for this station.
 AN1913
 AN1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS259353(NAD 83)
 AN1913_MARKER: I = METAL ROD
 AN1913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1913_SP_SET: STAINLESS STEEL ROD
 AN1913_STAMPING: J 1382 1981
 AN1913_MARK LOGO: NGS   
 AN1913_PROJECTION: RECESSED 4 CENTIMETERS
 AN1913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1913_ROD/PIPE-DEPTH: 5.4  meters
 AN1913
 AN1913  HISTORY     - Date     Condition        Report By
 AN1913  HISTORY     - 1981     MONUMENTED       NGS
 AN1913  HISTORY     - 19970725 GOOD             USPSQD
 AN1913
 AN1913                          STATION DESCRIPTION
 AN1913
 AN1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1913'8.1 KM (5.05 MI) SE FROM BEEVILLE.
 AN1913'3.9 KM (2.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1913'COURTHOUSE IN BEEVILLE, THENCE 4.2 KM (2.6 MI) SOUTHEAST ALONG U.S.
 AN1913'HIGHWAY 181, AT A DRIVE LEADING SOUTHWEST ACROSS A CATTLE GUARD,
 AN1913'38.1 METERS (125 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 AN1913'LANES OF THE HIGHWAY, 4.8 METERS (16.0 FT) NORTHWEST OF THE CENTER OF
 AN1913'THE DRIVE, 16.4 METERS (54.0 FT) WEST-NORTHWEST OF THE CENTER OF THE
 AN1913'CATTLE GUARD, 5.1 METERS (17.0 FT) SOUTHWEST OF A GUY WIRE ANCHOR,
 AN1913'1.2 METERS (4.5 FT) NORTHEAST OF A POWERLINE POLE, 0.3 METER (1.0 FT)
 AN1913'SOUTHEAST OF A FENCE.
 AN1913'THE MARK IS 0.4 METERS  WSW FROM A WITNESS POST.
 AN1913'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AN1913
 AN1913                          STATION RECOVERY (1997)
 AN1913
 AN1913'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0420 ***********************************************************************
 CE0420  DESIGNATION -  J 1383
 CE0420  PID         -  CE0420
 CE0420  STATE/COUNTY-  TX/EL PASO
 CE0420  USGS QUAD   -  EL PASO (1997)
 CE0420
 CE0420                         *CURRENT SURVEY CONTROL
 CE0420  ___________________________________________________________________
 CE0420* NAD 83(1986)-  31 52 28.     (N)    106 24 15.     (W)     SCALED    
 CE0420* NAVD 88     -      1191.168  (meters)    3908.02   (feet)  ADJUSTED  
 CE0420  ___________________________________________________________________
 CE0420  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CE0420  DYNAMIC HT  -        1189.358 (meters)    3902.09  (feet)  COMP
 CE0420  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 CE0420
 CE0420  VERT ORDER  -  FIRST     CLASS I
 CE0420
 CE0420.The horizontal coordinates were scaled from a topographic map and have
 CE0420.an estimated accuracy of +/- 6 seconds.
 CE0420
 CE0420.The orthometric height was determined by differential leveling
 CE0420.and adjusted by the National Geodetic Survey in November 1996..
 CE0420
 CE0420.The geoid height was determined by GEOID03.
 CE0420
 CE0420.The dynamic height is computed by dividing the NAVD 88
 CE0420.geopotential number by the normal gravity value computed on the
 CE0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0420.degrees latitude (g = 980.6199 gals.).
 CE0420
 CE0420.The modeled gravity was interpolated from observed gravity values.
 CE0420
 CE0420;                    North         East    Units  Estimated Accuracy
 CE0420;SPC TX C     - 3,260,430.      125,850.      MT  (+/- 180 meters Scaled)
 CE0420
 CE0420                          SUPERSEDED SURVEY CONTROL
 CE0420
 CE0420  NAVD 88 (06/15/91) 1191.170  (m)         3908.03   (f) UNKNOWN     1 1
 CE0420
 CE0420.Superseded values are not recommended for survey control.
 CE0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0420.See file dsdata.txt to determine how the superseded data were derived.
 CE0420
 CE0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR671273(NAD 83)
 CE0420_MARKER: I = METAL ROD
 CE0420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CE0420_SP_SET: STAINLESS STEEL ROD
 CE0420_STAMPING: J 1383 1981
 CE0420_MARK LOGO: NGS   
 CE0420_PROJECTION: FLUSH
 CE0420_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0420+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 CE0420_ROD/PIPE-DEPTH: 7.3  meters
 CE0420
 CE0420  HISTORY     - Date     Condition        Report By
 CE0420  HISTORY     - 1981     MONUMENTED       NGS
 CE0420  HISTORY     - 19921119 GOOD             NGS
 CE0420
 CE0420                          STATION DESCRIPTION
 CE0420
 CE0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0420'IN EL PASO.
 CE0420'THE MARK IS 1.0 M ABOVE THE ROAD.
 CE0420'IN EL PASO, AT BUILDING NUMBER N AT 9230 RAILROAD DRIVE,
 CE0420'60.3 METERS (198.0 FT) EAST OF THE
 CE0420'SOUTHEAST CORNER OF BUILDING N, 11.7 METERS
 CE0420'(38.5 FT) NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 CE0420'RAILROAD, 8.7 METERS (28.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CE0420'NORTH BOUND LANES OF RAILROAD DRIVE AND 1.4 METERS (4.5 FT) SOUTHWEST
 CE0420'OF MILEPOST 1306.  NOTE=ACCESS TO THE LOGO CAP IS THROUGH A 5-INCH
 CE0420'LOGO CAP.
 CE0420'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 CE0420
 CE0420                          STATION RECOVERY (1992)
 CE0420
 CE0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0420'16.2 KM (10.05 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0420'FROM THE UNION PASSENGER STATION IN EL PASO, 0.5 KM (0.30 MI)
 CE0420'NORTHEAST OF THE INTERSECTION OF HONDO PASS DRIVE, 125.0 M (410.1 FT)
 CE0420'SOUTHWEST OF THE EXTENDED CENTER OF LEXINGTON DRIVE, 60.3 M
 CE0420'(197.8 FT) EAST OF THE SOUTHEAST CORNER OF APARTMENT COMPLEX N, 11.7
 CE0420'M (38.4 FT) NORTHWEST OF THE NEAR RAIL, 8.7 M (28.5 FT) SOUTHEAST OF
 CE0420'THE CENTERLINE OF THE NORTHBOUND LANES OF RAILROAD DRIVE, 4.7 M
 CE0420'(15.4 FT) WEST OF MILEPOST 1306, AND 0.8 M (2.6 FT) NORTHEAST OF A
 CE0420'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CE0420'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0828 ***********************************************************************
 CD0828  DESIGNATION -  J 1384
 CD0828  PID         -  CD0828
 CD0828  STATE/COUNTY-  TX/EL PASO
 CD0828  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0828
 CD0828                         *CURRENT SURVEY CONTROL
 CD0828  ___________________________________________________________________
 CD0828* NAD 83(1986)-  31 50 19.     (N)    105 59 20.     (W)     SCALED    
 CD0828* NAVD 88     -      1535.184  (meters)    5036.68   (feet)  ADJUSTED  
 CD0828  ___________________________________________________________________
 CD0828  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CD0828  DYNAMIC HT  -        1532.798 (meters)    5028.85  (feet)  COMP
 CD0828  MODELED GRAV-     979,030.6   (mgal)                       NAVD 88
 CD0828
 CD0828  VERT ORDER  -  FIRST     CLASS II
 CD0828
 CD0828.The horizontal coordinates were scaled from a topographic map and have
 CD0828.an estimated accuracy of +/- 6 seconds.
 CD0828
 CD0828.The orthometric height was determined by differential leveling
 CD0828.and adjusted by the National Geodetic Survey in June 1991..
 CD0828
 CD0828.The geoid height was determined by GEOID03.
 CD0828
 CD0828.The dynamic height is computed by dividing the NAVD 88
 CD0828.geopotential number by the normal gravity value computed on the
 CD0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0828.degrees latitude (g = 980.6199 gals.).
 CD0828
 CD0828.The modeled gravity was interpolated from observed gravity values.
 CD0828
 CD0828;                    North         East    Units  Estimated Accuracy
 CD0828;SPC TX C     - 3,254,390.      164,890.      MT  (+/- 180 meters Scaled)
 CD0828
 CD0828                          SUPERSEDED SURVEY CONTROL
 CD0828
 CD0828.No superseded survey control is available for this station.
 CD0828
 CD0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR064229(NAD 83)
 CD0828_MARKER: DB = BENCH MARK DISK
 CD0828_SETTING: 66 = SET IN ROCK OUTCROP
 CD0828_SP_SET: ROCK OUTCROP
 CD0828_STAMPING: J 1384 1981
 CD0828_MARK LOGO: NGS   
 CD0828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0828+STABILITY: POSITION/ELEVATION WELL
 CD0828
 CD0828  HISTORY     - Date     Condition        Report By
 CD0828  HISTORY     - 1981     MONUMENTED       NGS
 CD0828
 CD0828                          STATION DESCRIPTION
 CD0828
 CD0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0828'43.1 KM (26.8 MI) EAST FROM EL PASO.
 CD0828'43.1 KM (26.8 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0828'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0828'21.3 METERS (69.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 CD0828'20.6 METERS (67.7 FT) NORTH OF A FENCE.
 CD0828'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 CD0828'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1888 ***********************************************************************
 AN1888  DESIGNATION -  J 1385
 AN1888  PID         -  AN1888
 AN1888  STATE/COUNTY-  TX/SAN PATRICIO
 AN1888  USGS QUAD   -  SINTON WEST (1979)
 AN1888
 AN1888                         *CURRENT SURVEY CONTROL
 AN1888  ___________________________________________________________________
 AN1888* NAD 83(1986)-  28 03 45.     (N)    097 31 43.     (W)     SCALED    
 AN1888* NAVD 88     -        15.663  (meters)      51.39   (feet)  ADJUSTED  
 AN1888  ___________________________________________________________________
 AN1888  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN1888  DYNAMIC HT  -          15.639 (meters)      51.31  (feet)  COMP
 AN1888  MODELED GRAV-     979,134.5   (mgal)                       NAVD 88
 AN1888
 AN1888  VERT ORDER  -  FIRST     CLASS II
 AN1888
 AN1888.The horizontal coordinates were scaled from a topographic map and have
 AN1888.an estimated accuracy of +/- 6 seconds.
 AN1888
 AN1888.The orthometric height was determined by differential leveling
 AN1888.and adjusted by the National Geodetic Survey in June 1991..
 AN1888
 AN1888.The geoid height was determined by GEOID03.
 AN1888
 AN1888.The dynamic height is computed by dividing the NAVD 88
 AN1888.geopotential number by the normal gravity value computed on the
 AN1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1888.degrees latitude (g = 980.6199 gals.).
 AN1888
 AN1888.The modeled gravity was interpolated from observed gravity values.
 AN1888
 AN1888;                    North         East    Units  Estimated Accuracy
 AN1888;SPC TX S     - 5,265,820.      395,500.      MT  (+/- 180 meters Scaled)
 AN1888
 AN1888                          SUPERSEDED SURVEY CONTROL
 AN1888
 AN1888.No superseded survey control is available for this station.
 AN1888
 AN1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS445049(NAD 83)
 AN1888_MARKER: I = METAL ROD
 AN1888_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1888_SP_SET: STAINLESS STEEL ROD
 AN1888_STAMPING: J 1385 1981
 AN1888_MARK LOGO: NGS   
 AN1888_PROJECTION: FLUSH
 AN1888_MAGNETIC: I = MARKER IS A STEEL ROD
 AN1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1888+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 AN1888_ROD/PIPE-DEPTH: 7.3  meters
 AN1888
 AN1888  HISTORY     - Date     Condition        Report By
 AN1888  HISTORY     - 1981     MONUMENTED       NGS
 AN1888  HISTORY     - 1987     GOOD             NGS
 AN1888  HISTORY     - 1990     GOOD             USPSQD
 AN1888  HISTORY     - 19950610 GOOD             USPSQD
 AN1888  HISTORY     - 19970210 GOOD             NGS
 AN1888
 AN1888                          STATION DESCRIPTION
 AN1888
 AN1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1888'3.3 KM (2.05 MI) NW FROM SINTON.
 AN1888'3.3 KM (2.05 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE POST OFFICE
 AN1888'IN SINTON, AT THE JUNCTION OF COUNTY ROAD 28A LEADING WEST,
 AN1888'25.9 METERS (85.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AN1888'12.8 METERS (42.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 AN1888'14.0 METERS (46.0 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST END OF THE
 AN1888'SOUTHWESTERNMOST ONE OF TWO CONCRETE CULVERTS, 6.0 METERS (20.0 FT)
 AN1888'SOUTH-SOUTHEAST OF A CORNER FENCE POST AND A TELEPHONE JUNCTION BOX,
 AN1888'1.2 METERS (4.0 FT) SOUTH-SOUTHEAST OF A POWERLINE POLE, 0.2 METER
 AN1888'(0.5 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 AN1888'THE MARK IS 0.6 METERS  NNW FROM A WITNESS POST.
 AN1888'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AN1888
 AN1888                          STATION RECOVERY (1987)
 AN1888
 AN1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN1888'RECOVERED IN GOOD CONDITION.
 AN1888
 AN1888                          STATION RECOVERY (1990)
 AN1888
 AN1888'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN1888'RECOVERED IN GOOD CONDITION.
 AN1888
 AN1888                          STATION RECOVERY (1995)
 AN1888
 AN1888'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1888'RECOVERED IN GOOD CONDITION.
 AN1888
 AN1888                          STATION RECOVERY (1997)
 AN1888
 AN1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1888'3.9 KM (2.40 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AN1888'JUNCTION OF STATE HIGHWAY 881 IN SINTON, 26.1 M (85.6 FT) SOUTHWEST OF
 AN1888'AND LEVEL WITH THE HIGHWAY CENTERLINE, 13.0 M (42.7 FT) SOUTH OF THE
 AN1888'CENTER OF COUNTY ROAD 28A, 1.1 M (3.6 FT) SOUTHEAST OF A UTILITY POLE,
 AN1888'0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AN1888'NORTHEAST OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AN1888'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1084 ***********************************************************************
 AH1084  DESIGNATION -  J 1387
 AH1084  PID         -  AH1084
 AH1084  STATE/COUNTY-  TX/KENEDY
 AH1084  USGS QUAD   -  SARITA (1979)
 AH1084
 AH1084                         *CURRENT SURVEY CONTROL
 AH1084  ___________________________________________________________________
 AH1084* NAD 83(1986)-  27 08 01.     (N)    097 47 34.     (W)     SCALED    
 AH1084* NAVD 88     -        12.432  (meters)      40.79   (feet)  ADJUSTED  
 AH1084  ___________________________________________________________________
 AH1084  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AH1084  DYNAMIC HT  -          12.412 (meters)      40.72  (feet)  COMP
 AH1084  MODELED GRAV-     979,087.0   (mgal)                       NAVD 88
 AH1084
 AH1084  VERT ORDER  -  FIRST     CLASS II
 AH1084
 AH1084.The horizontal coordinates were scaled from a topographic map and have
 AH1084.an estimated accuracy of +/- 6 seconds.
 AH1084
 AH1084.The orthometric height was determined by differential leveling
 AH1084.and adjusted by the National Geodetic Survey in June 1991..
 AH1084
 AH1084.The geoid height was determined by GEOID03.
 AH1084
 AH1084.The dynamic height is computed by dividing the NAVD 88
 AH1084.geopotential number by the normal gravity value computed on the
 AH1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1084.degrees latitude (g = 980.6199 gals.).
 AH1084
 AH1084.The modeled gravity was interpolated from observed gravity values.
 AH1084
 AH1084;                    North         East    Units  Estimated Accuracy
 AH1084;SPC TX S     - 5,162,720.      370,110.      MT  (+/- 180 meters Scaled)
 AH1084
 AH1084                          SUPERSEDED SURVEY CONTROL
 AH1084
 AH1084.No superseded survey control is available for this station.
 AH1084
 AH1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR196018(NAD 83)
 AH1084_MARKER: I = METAL ROD
 AH1084_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1084_SP_SET: STAINLESS STEEL ROD
 AH1084_STAMPING: J 1387 1981
 AH1084_MARK LOGO: NGS   
 AH1084_PROJECTION: FLUSH
 AH1084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1084+STABILITY: POSITION/ELEVATION WELL
 AH1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1084+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AH1084_ROD/PIPE-DEPTH: 14.6 meters
 AH1084
 AH1084  HISTORY     - Date     Condition        Report By
 AH1084  HISTORY     - 1981     MONUMENTED       NGS
 AH1084  HISTORY     - 20040202 GOOD             USPSQD
 AH1084
 AH1084                          STATION DESCRIPTION
 AH1084
 AH1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1084'10.1 KM (6.25 MI) SOUTH FROM SARITA.
 AH1084'10.1 KM (6.25 MI) SOUTH ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM THE
 AH1084'JUNCTION OF A PAVED ROAD LEADING WEST TO THE POST OFFICE IN SARITA,
 AH1084'SET AT A REST AREA AND ON THE PROPERTY OF THE TEXAS HIGHWAY
 AH1084'DEPARTMENT, 33.8 METERS (111 FT) EAST OF THE CENTERLINE OF THE
 AH1084'SOUTHBOUND LANE OF THE HIGHWAY, 7.4 METERS (24.3 FT) EAST OF THE EAST
 AH1084'EDGE OF A SIDEWALK, 2.0 METERS (6.7 FT) WEST-SOUTHWEST OF THE
 AH1084'SOUTHWEST CORNER OF A 5 FT HIGH STONE MEMORIAL, 0.3 METER (1.0 FT)
 AH1084'SOUTHWEST OF A SIDEWALK TO THE MEMORIAL, 9.3 METERS (30.4 FT) NORTH OF
 AH1084'THE NORTH FACE OF THE RESTROOM FACILITY BUILDING, 12.2 METERS
 AH1084'(40.0 FT) WEST OF THE WEST EDGE OF THE SIDEWALK.  NOTE-DESIGNATED
 AH1084'CLASS A DUE TO SOIL AND CLIMATE FACTOR.
 AH1084'THE MARK IS 0.30 M ABOVE THE PARKING AREA.
 AH1084
 AH1084                          STATION RECOVERY (2004)
 AH1084
 AH1084'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0818 ***********************************************************************
 CD0818  DESIGNATION -  J 1389
 CD0818  PID         -  CD0818
 CD0818  STATE/COUNTY-  TX/HUDSPETH
 CD0818  USGS QUAD   -  HACKETT PEAK (1964)
 CD0818
 CD0818                         *CURRENT SURVEY CONTROL
 CD0818  ___________________________________________________________________
 CD0818* NAD 83(1986)-  31 02 50.     (N)    104 55 24.     (W)     SCALED    
 CD0818* NAVD 88     -      1356.157  (meters)    4449.33   (feet)  ADJUSTED  
 CD0818  ___________________________________________________________________
 CD0818  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0818  DYNAMIC HT  -        1353.998 (meters)    4442.24  (feet)  COMP
 CD0818  MODELED GRAV-     979,001.5   (mgal)                       NAVD 88
 CD0818
 CD0818  VERT ORDER  -  FIRST     CLASS II
 CD0818
 CD0818.The horizontal coordinates were scaled from a topographic map and have
 CD0818.an estimated accuracy of +/- 6 seconds.
 CD0818
 CD0818.The orthometric height was determined by differential leveling
 CD0818.and adjusted by the National Geodetic Survey in June 1991..
 CD0818
 CD0818.The geoid height was determined by GEOID03.
 CD0818
 CD0818.The dynamic height is computed by dividing the NAVD 88
 CD0818.geopotential number by the normal gravity value computed on the
 CD0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0818.degrees latitude (g = 980.6199 gals.).
 CD0818
 CD0818.The modeled gravity was interpolated from observed gravity values.
 CD0818
 CD0818;                    North         East    Units  Estimated Accuracy
 CD0818;SPC TX C     - 3,162,080.      262,030.      MT  (+/- 180 meters Scaled)
 CD0818
 CD0818                          SUPERSEDED SURVEY CONTROL
 CD0818
 CD0818.No superseded survey control is available for this station.
 CD0818
 CD0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ073348(NAD 83)
 CD0818_MARKER: DB = BENCH MARK DISK
 CD0818_SETTING: 66 = SET IN ROCK OUTCROP
 CD0818_SP_SET: ROCK OUTCROP
 CD0818_STAMPING: J 1389 1981
 CD0818_MARK LOGO: NGS   
 CD0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0818+STABILITY: POSITION/ELEVATION WELL
 CD0818
 CD0818  HISTORY     - Date     Condition        Report By
 CD0818  HISTORY     - 1981     MONUMENTED       NGS
 CD0818
 CD0818                          STATION DESCRIPTION
 CD0818
 CD0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0818'9.1 KM (5.65 MI) WEST FROM VAN HORN.
 CD0818'9.1 KM (5.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0818'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN,0.9 KM (0.55 MI) WEST
 CD0818'OF MILE POST 135, ON TOP OF A CUT BANK, IN TOP OF A 8 BY 40 FT EXPOSED
 CD0818'AREA OF OUTCROPPING BEDROCK, 15.8 METERS (52.0 FT) NORTH-NORTHEAST OF
 CD0818'THE CENTERLINE OF THE HIGHWAY AND 11.3 METERS (37.0 FT)
 CD0818'SOUTH-SOUTHWEST OF A FENCE.
 CD0818'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CD0818'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0032 ***********************************************************************
 FL0032  DESIGNATION -  J 139
 FL0032  PID         -  FL0032
 FL0032  STATE/COUNTY-  TX/WHEELER
 FL0032  USGS QUAD   -  BRISCOE (1963)
 FL0032
 FL0032                         *CURRENT SURVEY CONTROL
 FL0032  ___________________________________________________________________
 FL0032* NAD 83(1993)-  35 34 41.81316(N)    100 18 41.79128(W)     ADJUSTED  
 FL0032* NAVD 88     -       828.805  (meters)    2719.17   (feet)  ADJUSTED  
 FL0032  ___________________________________________________________________
 FL0032  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 FL0032  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 FL0032  DYNAMIC HT  -         827.899 (meters)    2716.20  (feet)  COMP
 FL0032  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 FL0032
 FL0032  HORZ ORDER  -  THIRD
 FL0032  VERT ORDER  -  FIRST     CLASS II
 FL0032
 FL0032.The horizontal coordinates were established by classical geodetic methods
 FL0032.and adjusted by the National Geodetic Survey in February 1996..
 FL0032.No horizontal observational check was made to the station.
 FL0032
 FL0032.The orthometric height was determined by differential leveling
 FL0032.and adjusted by the National Geodetic Survey in June 1991..
 FL0032
 FL0032.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0032
 FL0032.The geoid height was determined by GEOID03.
 FL0032
 FL0032.The dynamic height is computed by dividing the NAVD 88
 FL0032.geopotential number by the normal gravity value computed on the
 FL0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0032.degrees latitude (g = 980.6199 gals.).
 FL0032
 FL0032.The modeled gravity was interpolated from observed gravity values.
 FL0032
 FL0032;                    North         East     Units Scale Factor Converg.
 FL0032;SPC TX N     - 1,175,737.071   307,705.535   MT  0.99991478   +0 41 19.4
 FL0032;SPC TX N     - 3,857,397.37  1,009,530.58   sFT  0.99991478   +0 41 19.4
 FL0032;UTM  14      - 3,937,966.843   381,158.282   MT  0.99977404   -0 45 47.5
 FL0032
 FL0032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0032!SPC TX N     -   0.99987421  x   0.99991478  =   0.99978900
 FL0032!UTM  14      -   0.99987421  x   0.99977404  =   0.99964828
 FL0032
 FL0032                          SUPERSEDED SURVEY CONTROL
 FL0032
 FL0032  NAD 83(1993)-  35 34 41.81357(N)    100 18 41.79096(W) AD(       ) 3
 FL0032  NAD 83(1986)-  35 34 41.81769(N)    100 18 41.78041(W) AD(       ) 3
 FL0032  NAD 27      -  35 34 41.65400(N)    100 18 40.33000(W) AD(       ) 3
 FL0032  NGVD 29 (??/??/92)  828.458  (m)         2718.03   (f) ADJ UNCH    1 2
 FL0032
 FL0032.Superseded values are not recommended for survey control.
 FL0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0032.See file dsdata.txt to determine how the superseded data were derived.
 FL0032
 FL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE8115837967(NAD 83)
 FL0032_MARKER: DB = BENCH MARK DISK
 FL0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0032_SP_SET: BRIDGE
 FL0032_STAMPING: J-139 1934
 FL0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0032
 FL0032  HISTORY     - Date     Condition        Report By
 FL0032  HISTORY     - 1934     MONUMENTED       CGS
 FL0032  HISTORY     - 1935     GOOD             NGS
 FL0032  HISTORY     - 1951     GOOD             CGS
 FL0032
 FL0032                          STATION DESCRIPTION
 FL0032
 FL0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0032'9.7 MI N FROM WHEELER.
 FL0032'9.7 MILES NORTH OF WHEELER CO. COURT HOUSE AT WHEELER ON NORTHEAST
 FL0032'CORNER ON WINGWALL OF U.S. 83 HIGHWAY OVERPASS OVER ATCHISON TOPEKA
 FL0032'AND SANTA FE RAILWAY.
 FL0032
 FL0032                          STATION RECOVERY (1935)
 FL0032
 FL0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FL0032'RECOVERED IN GOOD CONDITION.
 FL0032
 FL0032                          STATION RECOVERY (1951)
 FL0032
 FL0032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 FL0032'U.S. COAST AND GEODETIC SURVEY BENCH MARK J 139, STAMPED J 139
 FL0032'1934, SERVES AS REFERENCE MARK NO. 1.  IT IS SET IN THE NORTHEAST
 FL0032'CORNER OF THE OVERPASS.
 FL0032'
 FL0032'TO REACH THE STATION FROM THE COURTHOUSE IN WHEELER, GO NORTHERLY
 FL0032'ON U.S. HIGHWAY 83 FOR 10.05 MILES TO STATION NEAR OVERPASS AS
 FL0032'DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0612 ***********************************************************************
 CC0612  SACS        -  This is a Secondary Airport Control Station.
 CC0612  DESIGNATION -  J 1390
 CC0612  PID         -  CC0612
 CC0612  STATE/COUNTY-  TX/WARD
 CC0612  USGS QUAD   -  MONAHANS (1981)
 CC0612
 CC0612                         *CURRENT SURVEY CONTROL
 CC0612  ___________________________________________________________________
 CC0612* NAD 83(1993)-  31 34 21.63814(N)    102 54 05.67726(W)     ADJUSTED  
 CC0612* NAVD 88     -       794.431  (meters)    2606.40   (feet)  ADJUSTED  
 CC0612  ___________________________________________________________________
 CC0612  X           -  -1,214,553.847 (meters)                     COMP
 CC0612  Y           -  -5,302,349.927 (meters)                     COMP
 CC0612  Z           -   3,320,558.987 (meters)                     COMP
 CC0612  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 CC0612  ELLIP HEIGHT-         771.15  (meters)          (10/24/00) GPS OBS
 CC0612  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CC0612  DYNAMIC HT  -         793.327 (meters)    2602.77  (feet)  COMP
 CC0612  MODELED GRAV-     979,222.8   (mgal)                       NAVD 88
 CC0612
 CC0612  HORZ ORDER  -  B
 CC0612  VERT ORDER  -  FIRST     CLASS II
 CC0612  ELLP ORDER  -  FOURTH    CLASS II
 CC0612
 CC0612.This mark is at Roy Hurd Mem (E01) Airport (E01)
 CC0612
 CC0612.The horizontal coordinates were established by GPS observations
 CC0612.and adjusted by the National Geodetic Survey in September 1996..
 CC0612
 CC0612.The orthometric height was determined by differential leveling
 CC0612.and adjusted by the National Geodetic Survey in June 1991..
 CC0612
 CC0612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CC0612
 CC0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0612
 CC0612.The ellipsoidal height was determined by GPS observations
 CC0612.and is referenced to NAD 83.
 CC0612
 CC0612.The geoid height was determined by GEOID03.
 CC0612
 CC0612.The dynamic height is computed by dividing the NAVD 88
 CC0612.geopotential number by the normal gravity value computed on the
 CC0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0612.degrees latitude (g = 980.6199 gals.).
 CC0612
 CC0612.The modeled gravity was interpolated from observed gravity values.
 CC0612
 CC0612;                    North         East     Units Scale Factor Converg.
 CC0612;SPC TX C     - 3,214,109.390   456,238.219   MT  0.99993130   -1 19 22.1
 CC0612;SPC TX C     -10,544,957.22  1,496,841.56   sFT  0.99993130   -1 19 22.1
 CC0612;UTM  13      - 3,494,981.659   699,141.273   MT  1.00008914   +1 05 56.6
 CC0612
 CC0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0612!SPC TX C     -   0.99987892  x   0.99993130  =   0.99981023
 CC0612!UTM  13      -   0.99987892  x   1.00008914  =   0.99996805
 CC0612
 CC0612                          SUPERSEDED SURVEY CONTROL
 CC0612
 CC0612  ELLIP H (09/09/96)  771.14   (m)                       GP(       ) 1 2
 CC0612  NAVD 88 (09/09/96)  794.43   (m)         2606.4    (f) LEVELING    3  
 CC0612
 CC0612.Superseded values are not recommended for survey control.
 CC0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0612.See file dsdata.txt to determine how the superseded data were derived.
 CC0612
 CC0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ9914194982(NAD 83)
 CC0612_MARKER: DB = BENCH MARK DISK
 CC0612_SETTING: 66 = SET IN ROCK OUTCROP
 CC0612_SP_SET: ROCK OUTCROP
 CC0612_STAMPING: J 1390 1981
 CC0612_MARK LOGO: NGS   
 CC0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 CC0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0612+STABILITY: POSITION/ELEVATION WELL
 CC0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0612+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1995
 CC0612
 CC0612  HISTORY     - Date     Condition        Report By
 CC0612  HISTORY     - 1981     MONUMENTED       NGS
 CC0612  HISTORY     - 1981     GOOD             NGS
 CC0612  HISTORY     - 1982     GOOD             NGS
 CC0612  HISTORY     - 19950508 GOOD             NGS
 CC0612
 CC0612                          STATION DESCRIPTION
 CC0612
 CC0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0612'1.0 KM (0.65 MI) WEST FROM MONAHANS.
 CC0612'1.0 KM (0.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0612'JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.7 KM (0.45 MI)
 CC0612'EAST OF EXIT 79 OVERPASS (LOOP ROAD), IN A 3 BY 6 FEET EXPOSED
 CC0612'AREA OF OUTCROPPING BEDROCK, 71.9 METERS (236.0 FT) WEST OF THE NORTH
 CC0612'LEG OF A HIGHWAY SIGN (MONAHANS NEXT RIGHT), 14.9 METERS (39.0 FT)
 CC0612'NORTH OF THE CENTERLINE OF A FRONTAGE ROAD AND 11.9 METERS (39.0 FT)
 CC0612'SOUTH OF THE EAST BOUND LANES OF THE HIGHWAY.
 CC0612'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CC0612'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CC0612
 CC0612                          STATION RECOVERY (1981)
 CC0612
 CC0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0612'RECOVERED IN GOOD CONDITION.
 CC0612
 CC0612                          STATION RECOVERY (1982)
 CC0612
 CC0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0612'RECOVERED IN GOOD CONDITION.
 CC0612
 CC0612                          STATION RECOVERY (1995)
 CC0612
 CC0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CC0612'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) WESTERLY ALONG
 CC0612'INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN
 CC0612'MONAHANS, NEAR THE SOUTH SIDE OF THE INTERSTATE, ON THE NORTH SIDE OF
 CC0612'THE SERVICE ROAD, BETWEEN THE INTERSTATE AND SERVICE ROAD, ACROSS THE
 CC0612'ROAD FROM AND NORTHEAST OF (MR OIL CO.) , IN A 3X6 FOOT EXPOSED AREA
 CC0612'OF OUTCROPPING BEDROCK.  OWNERSHIP--TEXAS HIGHWAY DEPARTMENT.  TO
 CC0612'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE
 CC0612'HIGHWAY 18 IN MONAHANS, GO WESTERLY, 1.0 KM (0.60 MI) ON THE SERVICE
 CC0612'ROAD SOUTH OF THE INTERSTATE, TO THE STATION ON THE RIGHT. STATION IS
 CC0612'19.1 M (62.7 FT) WEST OF THE NORTH LEG OF A HIGHWAY SIGN, (GAS EXIT
 CC0612'80) , 14.9 M (48.9 FT) NORTH OF THE SERVICE ROAD CENTERLINE, 11.9 M
 CC0612'(39.0 FT) SOUTH OF THE EAST BOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0
 CC0612'FT) BELOW THE LEVEL OF THE HIGHWAY.  BY R.G. HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0562 ***********************************************************************
 CC0562  DESIGNATION -  J 1391
 CC0562  PID         -  CC0562
 CC0562  STATE/COUNTY-  TX/REEVES
 CC0562  USGS QUAD   -  ANDERSON RANCH (1961)
 CC0562
 CC0562                         *CURRENT SURVEY CONTROL
 CC0562  ___________________________________________________________________
 CC0562* NAD 83(1986)-  31 39 46.     (N)    103 43 26.     (W)     SCALED    
 CC0562* NAVD 88     -       853.369  (meters)    2799.76   (feet)  ADJUSTED  
 CC0562  ___________________________________________________________________
 CC0562  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CC0562  DYNAMIC HT  -         852.111 (meters)    2795.63  (feet)  COMP
 CC0562  MODELED GRAV-     979,138.5   (mgal)                       NAVD 88
 CC0562
 CC0562  VERT ORDER  -  FIRST     CLASS II
 CC0562
 CC0562.The horizontal coordinates were scaled from a topographic map and have
 CC0562.an estimated accuracy of +/- 6 seconds.
 CC0562
 CC0562.The orthometric height was determined by differential leveling
 CC0562.and adjusted by the National Geodetic Survey in June 1991..
 CC0562
 CC0562.The geoid height was determined by GEOID03.
 CC0562
 CC0562.The dynamic height is computed by dividing the NAVD 88
 CC0562.geopotential number by the normal gravity value computed on the
 CC0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0562.degrees latitude (g = 980.6199 gals.).
 CC0562
 CC0562.The modeled gravity was interpolated from observed gravity values.
 CC0562
 CC0562;                    North         East    Units  Estimated Accuracy
 CC0562;SPC TX C     - 3,226,190.      378,520.      MT  (+/- 180 meters Scaled)
 CC0562
 CC0562                          SUPERSEDED SURVEY CONTROL
 CC0562
 CC0562.No superseded survey control is available for this station.
 CC0562
 CC0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR209037(NAD 83)
 CC0562_MARKER: I = METAL ROD
 CC0562_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0562_SP_SET: STAINLESS STEEL ROD
 CC0562_STAMPING: J 1391 1981
 CC0562_MARK LOGO: NGS   
 CC0562_PROJECTION: FLUSH
 CC0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0562+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 CC0562_ROD/PIPE-DEPTH: 4.6  meters
 CC0562
 CC0562  HISTORY     - Date     Condition        Report By
 CC0562  HISTORY     - 1981     MONUMENTED       NGS
 CC0562  HISTORY     - 20050702 GOOD             USPSQD
 CC0562
 CC0562                          STATION DESCRIPTION
 CC0562
 CC0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0562'25.5 KM (15.85 MI) SE FROM ORLA.
 CC0562'25.5 KM (15.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0562'WITH FARM ROAD 652 IN ORLA, 26.9 METERS (88.2 FT) SOUTH-SOUTHWEST OF
 CC0562'THE CENTERLINE OF THE HIGHWAY, 12.7 METERS (41.5 FT) WEST-NORTHWEST
 CC0562'OF THE CENTER OF A GRAVELED ROAD LEADING SOUTHWEST, 8.6 METERS
 CC0562'(28.1 FT) NORTHWEST OF THE NORTHEAST CORNER OF A CATTLE GUARD, AND
 CC0562'4.6 METERS (15.0 FT) NORTHWEST OF A FENCE CORNER.  NOTE=REFUSAL WAS
 CC0562'REACHED AT 4.6 METERS (15.0 FT).  ACCESS TO THE DATUM POINT IS
 CC0562'THROUGH A 5-INCH LOGO CAP.
 CC0562'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CC0562'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CC0562
 CC0562                          STATION RECOVERY (2005)
 CC0562
 CC0562'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CC0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0837 ***********************************************************************
 CD0837  DESIGNATION -  J 1392
 CD0837  PID         -  CD0837
 CD0837  STATE/COUNTY-  TX/HUDSPETH
 CD0837  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0837
 CD0837                         *CURRENT SURVEY CONTROL
 CD0837  ___________________________________________________________________
 CD0837* NAD 83(1986)-  31 48 40.     (N)    105 39 07.     (W)     SCALED    
 CD0837* NAVD 88     -      1436.312  (meters)    4712.30   (feet)  ADJUSTED  
 CD0837  ___________________________________________________________________
 CD0837  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0837  DYNAMIC HT  -        1434.087 (meters)    4705.00  (feet)  COMP
 CD0837  MODELED GRAV-     979,040.4   (mgal)                       NAVD 88
 CD0837
 CD0837  VERT ORDER  -  FIRST     CLASS II
 CD0837
 CD0837.The horizontal coordinates were scaled from a topographic map and have
 CD0837.an estimated accuracy of +/- 6 seconds.
 CD0837
 CD0837.The orthometric height was determined by differential leveling
 CD0837.and adjusted by the National Geodetic Survey in June 1991..
 CD0837
 CD0837.The geoid height was determined by GEOID03.
 CD0837
 CD0837.The dynamic height is computed by dividing the NAVD 88
 CD0837.geopotential number by the normal gravity value computed on the
 CD0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0837.degrees latitude (g = 980.6199 gals.).
 CD0837
 CD0837.The modeled gravity was interpolated from observed gravity values.
 CD0837
 CD0837;                    North         East    Units  Estimated Accuracy
 CD0837;SPC TX C     - 3,249,770.      196,600.      MT  (+/- 180 meters Scaled)
 CD0837
 CD0837                          SUPERSEDED SURVEY CONTROL
 CD0837
 CD0837.No superseded survey control is available for this station.
 CD0837
 CD0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR382196(NAD 83)
 CD0837_MARKER: DB = BENCH MARK DISK
 CD0837_SETTING: 66 = SET IN ROCK OUTCROP
 CD0837_SP_SET: ROCK OUTCROP
 CD0837_STAMPING: J 1392 1981
 CD0837_MARK LOGO: NGS   
 CD0837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0837+STABILITY: POSITION/ELEVATION WELL
 CD0837
 CD0837  HISTORY     - Date     Condition        Report By
 CD0837  HISTORY     - 1981     MONUMENTED       NGS
 CD0837
 CD0837                          STATION DESCRIPTION
 CD0837
 CD0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0837'77.2 KM (47.95 MI) EAST FROM EL PASO.
 CD0837'77.2 KM (47.95 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0837'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0837'AT THE CENTER OF A HIGHWAY ROCK CUT, 11.9 METERS (39.0 FT)
 CD0837'SOUTH-SOUTHWEST OF A FENCE AND 11.4 METERS (37.4 FT) NORTH-NORTHEAST
 CD0837'OF THE CENTERLINE OF THE HIGHWAY.
 CD0837'THE MARK IS 0.2 METERS  SSW FROM A WITNESS POST.
 CD0837'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0754 ***********************************************************************
 CD0754  DESIGNATION -  J 1393
 CD0754  PID         -  CD0754
 CD0754  STATE/COUNTY-  TX/HUDSPETH
 CD0754  USGS QUAD   -  ACALA (1972)
 CD0754
 CD0754                         *CURRENT SURVEY CONTROL
 CD0754  ___________________________________________________________________
 CD0754* NAD 83(1986)-  31 22 25.     (N)    105 57 23.     (W)     SCALED    
 CD0754* NAVD 88     -      1083.187  (meters)    3553.76   (feet)  ADJUSTED  
 CD0754  ___________________________________________________________________
 CD0754  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CD0754  DYNAMIC HT  -        1081.487 (meters)    3548.18  (feet)  COMP
 CD0754  MODELED GRAV-     979,034.9   (mgal)                       NAVD 88
 CD0754
 CD0754  VERT ORDER  -  FIRST     CLASS II
 CD0754
 CD0754.The horizontal coordinates were scaled from a topographic map and have
 CD0754.an estimated accuracy of +/- 6 seconds.
 CD0754
 CD0754.The orthometric height was determined by differential leveling
 CD0754.and adjusted by the National Geodetic Survey in June 1991..
 CD0754
 CD0754.The geoid height was determined by GEOID03.
 CD0754
 CD0754.The dynamic height is computed by dividing the NAVD 88
 CD0754.geopotential number by the normal gravity value computed on the
 CD0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0754.degrees latitude (g = 980.6199 gals.).
 CD0754
 CD0754.The modeled gravity was interpolated from observed gravity values.
 CD0754
 CD0754;                    North         East    Units  Estimated Accuracy
 CD0754;SPC TX C     - 3,202,740.      165,360.      MT  (+/- 180 meters Scaled)
 CD0754
 CD0754                          SUPERSEDED SURVEY CONTROL
 CD0754
 CD0754.No superseded survey control is available for this station.
 CD0754
 CD0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ090714(NAD 83)
 CD0754_MARKER: I = METAL ROD
 CD0754_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0754_SP_SET: STAINLESS STEEL ROD
 CD0754_STAMPING: J 1393 1981
 CD0754_MARK LOGO: NGS   
 CD0754_PROJECTION: FLUSH
 CD0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0754_ROD/PIPE-DEPTH: 14.9 meters
 CD0754
 CD0754  HISTORY     - Date     Condition        Report By
 CD0754  HISTORY     - 1981     MONUMENTED       NGS
 CD0754  HISTORY     - 1990     GOOD             USPSQD
 CD0754
 CD0754                          STATION DESCRIPTION
 CD0754
 CD0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0754'23.6 KM (14.7 MI) SE FROM FABENS.
 CD0754'23.6 KM (14.7 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CD0754'POST OFFICE IN FABENS, 16.4 METERS (53.9 FT)
 CD0754'NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.2 METERS (27.0 FT) WEST
 CD0754'OF THE CENTER OF A TRACK ROAD LEADING NORTH AND 0.6 METER (2.0 FT)
 CD0754'SOUTHEAST OF A T-FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 CD0754'IS THROUGH A 5-INCH LOGO CAP.
 CD0754'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0754'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CD0754
 CD0754                          STATION RECOVERY (1990)
 CD0754
 CD0754'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0783 ***********************************************************************
 CD0783  DESIGNATION -  J 1394
 CD0783  PID         -  CD0783
 CD0783  STATE/COUNTY-  TX/HUDSPETH
 CD0783  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0783
 CD0783                         *CURRENT SURVEY CONTROL
 CD0783  ___________________________________________________________________
 CD0783* NAD 83(1986)-  31 11 36.     (N)    105 36 10.     (W)     SCALED    
 CD0783* NAVD 88     -      1178.171  (meters)    3865.38   (feet)  ADJUSTED  
 CD0783  ___________________________________________________________________
 CD0783  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CD0783  DYNAMIC HT  -        1176.328 (meters)    3859.34  (feet)  COMP
 CD0783  MODELED GRAV-     979,035.9   (mgal)                       NAVD 88
 CD0783
 CD0783  VERT ORDER  -  FIRST     CLASS II
 CD0783
 CD0783.The horizontal coordinates were scaled from a topographic map and have
 CD0783.an estimated accuracy of +/- 6 seconds.
 CD0783
 CD0783.The orthometric height was determined by differential leveling
 CD0783.and adjusted by the National Geodetic Survey in June 1991..
 CD0783
 CD0783.The geoid height was determined by GEOID03.
 CD0783
 CD0783.The dynamic height is computed by dividing the NAVD 88
 CD0783.geopotential number by the normal gravity value computed on the
 CD0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0783.degrees latitude (g = 980.6199 gals.).
 CD0783
 CD0783.The modeled gravity was interpolated from observed gravity values.
 CD0783
 CD0783;                    North         East    Units  Estimated Accuracy
 CD0783;SPC TX C     - 3,181,130.      198,010.      MT  (+/- 180 meters Scaled)
 CD0783
 CD0783                          SUPERSEDED SURVEY CONTROL
 CD0783
 CD0783.No superseded survey control is available for this station.
 CD0783
 CD0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ425511(NAD 83)
 CD0783_MARKER: I = METAL ROD
 CD0783_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0783_SP_SET: STAINLESS STEEL ROD
 CD0783_STAMPING: J 1394 1981
 CD0783_MARK LOGO: NGS   
 CD0783_PROJECTION: FLUSH
 CD0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0783_ROD/PIPE-DEPTH: 3.7  meters
 CD0783
 CD0783  HISTORY     - Date     Condition        Report By
 CD0783  HISTORY     - 1981     MONUMENTED       NGS
 CD0783  HISTORY     - 1990     GOOD             USPSQD
 CD0783
 CD0783                          STATION DESCRIPTION
 CD0783
 CD0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0783'25.9 KM (16.1 MI) NW FROM SIERRA BLANCA.
 CD0783'6.3 KM (3.9 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CD0783'FROM THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI)
 CD0783'SOUTH ALONG A GRAVELED ROAD, THENCE 19.5 KM (12.1 MI) NORTHWEST ALONG
 CD0783'INTERSTATE HIGHWAY 10, 0.6 KM (0.35 MI) NORTHEAST OF MILEPOST 91, 1.0
 CD0783'KM (0.65 MI) SOUTHWEST OF MILEPOST 92, 31.7 METERS (104.0 FT)
 CD0783'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CD0783'HIGHWAY AND 11.0 METERS (36.0 FT) SOUTH-SOUTHWEST OF UTILITY POLE
 CD0783'NUMBER 87.  NOTE=ACCESS TO THE LOGO CAP IS THROUGH A 5-INCH LOGO CAP.
 CD0783'THE MARK IS 0.3 METERS  NNW FROM  A WITNESS POST AND FENCE
 CD0783'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CD0783
 CD0783                          STATION RECOVERY (1990)
 CD0783
 CD0783'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0861 ***********************************************************************
 CD0861  DESIGNATION -  J 1395
 CD0861  PID         -  CD0861
 CD0861  STATE/COUNTY-  TX/CULBERSON
 CD0861  USGS QUAD   -  PLATEAU (1979)
 CD0861
 CD0861                         *CURRENT SURVEY CONTROL
 CD0861  ___________________________________________________________________
 CD0861* NAD 83(1986)-  31 03 20.     (N)    104 35 25.     (W)     SCALED    
 CD0861* NAVD 88     -      1183.488  (meters)    3882.83   (feet)  ADJUSTED  
 CD0861  ___________________________________________________________________
 CD0861  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 CD0861  DYNAMIC HT  -        1181.645 (meters)    3876.78  (feet)  COMP
 CD0861  MODELED GRAV-     979,042.2   (mgal)                       NAVD 88
 CD0861
 CD0861  VERT ORDER  -  FIRST     CLASS II
 CD0861
 CD0861.The horizontal coordinates were scaled from a topographic map and have
 CD0861.an estimated accuracy of +/- 6 seconds.
 CD0861
 CD0861.The orthometric height was determined by differential leveling
 CD0861.and adjusted by the National Geodetic Survey in June 1991..
 CD0861
 CD0861.The geoid height was determined by GEOID03.
 CD0861
 CD0861.The dynamic height is computed by dividing the NAVD 88
 CD0861.geopotential number by the normal gravity value computed on the
 CD0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0861.degrees latitude (g = 980.6199 gals.).
 CD0861
 CD0861.The modeled gravity was interpolated from observed gravity values.
 CD0861
 CD0861;                    North         East    Units  Estimated Accuracy
 CD0861;SPC TX C     - 3,161,740.      293,830.      MT  (+/- 180 meters Scaled)
 CD0861
 CD0861                          SUPERSEDED SURVEY CONTROL
 CD0861
 CD0861.No superseded survey control is available for this station.
 CD0861
 CD0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ390358(NAD 83)
 CD0861_MARKER: I = METAL ROD
 CD0861_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0861_SP_SET: STAINLESS STEEL ROD
 CD0861_STAMPING: J 1395 1981
 CD0861_MARK LOGO: NGS   
 CD0861_PROJECTION: FLUSH
 CD0861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0861+STABILITY: POSITION/ELEVATION WELL
 CD0861_ROD/PIPE-DEPTH: 7.3  meters
 CD0861
 CD0861  HISTORY     - Date     Condition        Report By
 CD0861  HISTORY     - 1981     MONUMENTED       NGS
 CD0861
 CD0861                          STATION DESCRIPTION
 CD0861
 CD0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0861'23.4 KM (14.55 MI) EAST FROM VAN HORN.
 CD0861'23.4 KM (14.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0861'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.7 KM (0.45 MI) EAST OF
 CD0861'MILE POST 154, 46.6 METERS (153.0 FT) NORTH OF THE CENTERLINE OF A
 CD0861'FRONTAGE ROAD, AND 24.1 METERS (79.0 FT) SOUTH-SOUTHWEST OF A
 CD0861'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CD0861'LOGO CAP.
 CD0861'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 CD0861'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0889 ***********************************************************************
 CD0889  DESIGNATION -  J 1396
 CD0889  PID         -  CD0889
 CD0889  STATE/COUNTY-  TX/JEFF DAVIS
 CD0889  USGS QUAD   -  KENT (1970)
 CD0889
 CD0889                         *CURRENT SURVEY CONTROL
 CD0889  ___________________________________________________________________
 CD0889* NAD 83(1986)-  31 03 43.     (N)    104 09 56.     (W)     SCALED    
 CD0889* NAVD 88     -      1265.414  (meters)    4151.61   (feet)  ADJUSTED  
 CD0889  ___________________________________________________________________
 CD0889  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CD0889  DYNAMIC HT  -        1263.460 (meters)    4145.20  (feet)  COMP
 CD0889  MODELED GRAV-     979,052.7   (mgal)                       NAVD 88
 CD0889
 CD0889  VERT ORDER  -  FIRST     CLASS II
 CD0889
 CD0889.The horizontal coordinates were scaled from a topographic map and have
 CD0889.an estimated accuracy of +/- 6 seconds.
 CD0889
 CD0889.The orthometric height was determined by differential leveling
 CD0889.and adjusted by the National Geodetic Survey in June 1991..
 CD0889
 CD0889.The geoid height was determined by GEOID03.
 CD0889
 CD0889.The dynamic height is computed by dividing the NAVD 88
 CD0889.geopotential number by the normal gravity value computed on the
 CD0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0889.degrees latitude (g = 980.6199 gals.).
 CD0889
 CD0889.The modeled gravity was interpolated from observed gravity values.
 CD0889
 CD0889;                    North         East    Units  Estimated Accuracy
 CD0889;SPC TX C     - 3,160,970.      334,360.      MT  (+/- 180 meters Scaled)
 CD0889
 CD0889                          SUPERSEDED SURVEY CONTROL
 CD0889
 CD0889.No superseded survey control is available for this station.
 CD0889
 CD0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ796367(NAD 83)
 CD0889_MARKER: DB = BENCH MARK DISK
 CD0889_SETTING: 66 = SET IN ROCK OUTCROP
 CD0889_SP_SET: ROCK OUTCROP
 CD0889_STAMPING: J 1396 1981
 CD0889_MARK LOGO: NGS   
 CD0889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0889+STABILITY: POSITION/ELEVATION WELL
 CD0889
 CD0889  HISTORY     - Date     Condition        Report By
 CD0889  HISTORY     - 1981     MONUMENTED       NGS
 CD0889
 CD0889                          STATION DESCRIPTION
 CD0889
 CD0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0889'5.0 KM (3.1 MI) EAST FROM KENT.
 CD0889'5.0 KM (3.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0889'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, IN THE
 CD0889'TOP OF A 4X50 EXPOSED OF BEDROCK, 11.2 METERS (36.8 FT) SOUTH OF A
 CD0889'FENCE, AND 9.6 METERS (31.5 FT) NORTH OF THE CENTER OF A FRONTAGE
 CD0889'ROAD.
 CD0889'THE MARK IS 0.4 METERS  WSW FROM A WITNESS POST.
 CD0889'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0580 ***********************************************************************
 CC0580  DESIGNATION -  J 1397
 CC0580  PID         -  CC0580
 CC0580  STATE/COUNTY-  TX/REEVES
 CC0580  USGS QUAD   -  GOZAR (1970)
 CC0580
 CC0580                         *CURRENT SURVEY CONTROL
 CC0580  ___________________________________________________________________
 CC0580* NAD 83(1986)-  31 08 39.     (N)    103 59 58.     (W)     SCALED    
 CC0580* NAVD 88     -      1099.900  (meters)    3608.59   (feet)  ADJUSTED  
 CC0580  ___________________________________________________________________
 CC0580  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 CC0580  DYNAMIC HT  -        1098.246 (meters)    3603.16  (feet)  COMP
 CC0580  MODELED GRAV-     979,098.3   (mgal)                       NAVD 88
 CC0580
 CC0580  VERT ORDER  -  FIRST     CLASS II
 CC0580
 CC0580.The horizontal coordinates were scaled from a topographic map and have
 CC0580.an estimated accuracy of +/- 6 seconds.
 CC0580
 CC0580.The orthometric height was determined by differential leveling
 CC0580.and adjusted by the National Geodetic Survey in June 1991..
 CC0580
 CC0580.The geoid height was determined by GEOID03.
 CC0580
 CC0580.The dynamic height is computed by dividing the NAVD 88
 CC0580.geopotential number by the normal gravity value computed on the
 CC0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0580.degrees latitude (g = 980.6199 gals.).
 CC0580
 CC0580.The modeled gravity was interpolated from observed gravity values.
 CC0580
 CC0580;                    North         East    Units  Estimated Accuracy
 CC0580;SPC TX C     - 3,169,550.      350,500.      MT  (+/- 180 meters Scaled)
 CC0580
 CC0580                          SUPERSEDED SURVEY CONTROL
 CC0580
 CC0580.No superseded survey control is available for this station.
 CC0580
 CC0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ953460(NAD 83)
 CC0580_MARKER: I = METAL ROD
 CC0580_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0580_SP_SET: STAINLESS STEEL ROD
 CC0580_STAMPING: J 1397 1981
 CC0580_MARK LOGO: NGS   
 CC0580_PROJECTION: FLUSH
 CC0580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0580+STABILITY: POSITION/ELEVATION WELL
 CC0580_ROD/PIPE-DEPTH: 6.1  meters
 CC0580
 CC0580  HISTORY     - Date     Condition        Report By
 CC0580  HISTORY     - 1981     MONUMENTED       NGS
 CC0580  HISTORY     - 19901117 GOOD             USPSQD
 CC0580
 CC0580                          STATION DESCRIPTION
 CC0580
 CC0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0580'24.7 KM (15.35 MI) EAST FROM KENT.
 CC0580'16.1 KM (10.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CC0580'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, THENCE
 CC0580'8.6 KM (5.35 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 20, 0.9 KM
 CC0580'(0.55 MI) SOUTHWEST OF MILE POST 6, 0.7 KM (0.45 MI) NORTHEAST OF
 CC0580'MILE POST 5, 10.2 METERS (33.4 FT) WEST-SOUTHWEST OF THE CENTER OF
 CC0580'A GRAVEL ROAD LEADING NORTH, AND 5.8 METERS (19.0 FT) NORTH-NORTHWEST
 CC0580'OF THE CENTER OF A FRONTAGE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 CC0580'THROUGH A 5-INCH LOGO CAP.
 CC0580'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST AND FENCE
 CC0580'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CC0580
 CC0580                          STATION RECOVERY (1990)
 CC0580
 CC0580'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CC0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0347 ***********************************************************************
 BQ0347  DESIGNATION -  J 1398
 BQ0347  PID         -  BQ0347
 BQ0347  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0347  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0347
 BQ0347                         *CURRENT SURVEY CONTROL
 BQ0347  ___________________________________________________________________
 BQ0347* NAD 83(1986)-  30 38 08.     (N)    104 33 32.     (W)     SCALED    
 BQ0347* NAVD 88     -      1311.984  (meters)    4304.40   (feet)  ADJUSTED  
 BQ0347  ___________________________________________________________________
 BQ0347  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 BQ0347  DYNAMIC HT  -        1309.841 (meters)    4297.37  (feet)  COMP
 BQ0347  MODELED GRAV-     978,962.3   (mgal)                       NAVD 88
 BQ0347
 BQ0347  VERT ORDER  -  FIRST     CLASS II
 BQ0347
 BQ0347.The horizontal coordinates were scaled from a topographic map and have
 BQ0347.an estimated accuracy of +/- 6 seconds.
 BQ0347
 BQ0347.The orthometric height was determined by differential leveling
 BQ0347.and adjusted by the National Geodetic Survey in June 1991..
 BQ0347
 BQ0347.The geoid height was determined by GEOID03.
 BQ0347
 BQ0347.The dynamic height is computed by dividing the NAVD 88
 BQ0347.geopotential number by the normal gravity value computed on the
 BQ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0347.degrees latitude (g = 980.6199 gals.).
 BQ0347
 BQ0347.The modeled gravity was interpolated from observed gravity values.
 BQ0347
 BQ0347;                    North         East    Units  Estimated Accuracy
 BQ0347;SPC TX C     - 3,115,100.      295,050.      MT  (+/- 180 meters Scaled)
 BQ0347
 BQ0347                          SUPERSEDED SURVEY CONTROL
 BQ0347
 BQ0347.No superseded survey control is available for this station.
 BQ0347
 BQ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP422892(NAD 83)
 BQ0347_MARKER: I = METAL ROD
 BQ0347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0347_SP_SET: STAINLESS STEEL ROD
 BQ0347_STAMPING: J 1398 1981
 BQ0347_MARK LOGO: NGS   
 BQ0347_PROJECTION: FLUSH
 BQ0347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0347+STABILITY: POSITION/ELEVATION WELL
 BQ0347_ROD/PIPE-DEPTH: 5.2  meters
 BQ0347
 BQ0347  HISTORY     - Date     Condition        Report By
 BQ0347  HISTORY     - 1981     MONUMENTED       NGS
 BQ0347  HISTORY     - 19961009 GOOD             USPSQD
 BQ0347
 BQ0347                          STATION DESCRIPTION
 BQ0347
 BQ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0347'7.3 KM (4.55 MI) NW FROM VALENTINE.
 BQ0347'7.3 KM (4.55 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0347'IN VALENTINE, 60.4 METERS (198.0 FT) SOUTHWEST AND ACROSS THE HIGHWAY
 BQ0347'FROM RAILROAD MILE POST 673, 16.3 METERS (53.5 FT) SOUTHWEST OF THE
 BQ0347'CENTERLINE OF THE HIGHWAY, 12.8 METERS (42.0 FT) WEST OF THE NORTHWEST
 BQ0347'CORNER OF A 7-CHANNEL CONCRETE CULVERT, AND 2.7 METERS (9.0 FT)
 BQ0347'NORTHWEST OF UTILITY POLE NUMBER I 90.  NOTE=REFUSAL WAS REACHED AT
 BQ0347'17.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0347'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0347'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 BQ0347
 BQ0347                          STATION RECOVERY (1996)
 BQ0347
 BQ0347'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0374 ***********************************************************************
 BQ0374  DESIGNATION -  J 1399
 BQ0374  PID         -  BQ0374
 BQ0374  STATE/COUNTY-  TX/PRESIDIO
 BQ0374  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0374
 BQ0374                         *CURRENT SURVEY CONTROL
 BQ0374  ___________________________________________________________________
 BQ0374* NAD 83(1986)-  30 13 47.     (N)    104 03 32.     (W)     SCALED    
 BQ0374* NAVD 88     -      1394.405  (meters)    4574.81   (feet)  ADJUSTED  
 BQ0374  ___________________________________________________________________
 BQ0374  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BQ0374  DYNAMIC HT  -        1392.093 (meters)    4567.23  (feet)  COMP
 BQ0374  MODELED GRAV-     978,934.8   (mgal)                       NAVD 88
 BQ0374
 BQ0374  VERT ORDER  -  FIRST     CLASS II
 BQ0374
 BQ0374.The horizontal coordinates were scaled from a topographic map and have
 BQ0374.an estimated accuracy of +/- 6 seconds.
 BQ0374
 BQ0374.The orthometric height was determined by differential leveling
 BQ0374.and adjusted by the National Geodetic Survey in June 1991..
 BQ0374
 BQ0374.The geoid height was determined by GEOID03.
 BQ0374
 BQ0374.The dynamic height is computed by dividing the NAVD 88
 BQ0374.geopotential number by the normal gravity value computed on the
 BQ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0374.degrees latitude (g = 980.6199 gals.).
 BQ0374
 BQ0374.The modeled gravity was interpolated from observed gravity values.
 BQ0374
 BQ0374;                    North         East    Units  Estimated Accuracy
 BQ0374;SPC TXSC     - 4,276,120.      113,170.      MT  (+/- 180 meters Scaled)
 BQ0374
 BQ0374                          SUPERSEDED SURVEY CONTROL
 BQ0374
 BQ0374.No superseded survey control is available for this station.
 BQ0374
 BQ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP905446(NAD 83)
 BQ0374_MARKER: I = METAL ROD
 BQ0374_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0374+WITH SETTING: INFORMATION.
 BQ0374_SP_SET: SHALLOW SET METAL ROD
 BQ0374_STAMPING: J 1399 1981
 BQ0374_MARK LOGO: NGS   
 BQ0374_PROJECTION: FLUSH
 BQ0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0374_ROD/PIPE-DEPTH: 2.4  meters
 BQ0374
 BQ0374  HISTORY     - Date     Condition        Report By
 BQ0374  HISTORY     - 1981     MONUMENTED       NGS
 BQ0374  HISTORY     - 1989     GOOD             USPSQD
 BQ0374  HISTORY     - 19961010 GOOD             USPSQD
 BQ0374
 BQ0374                          STATION DESCRIPTION
 BQ0374
 BQ0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0374'9.5 KM (5.9 MI) SOUTH FROM MARFA.
 BQ0374'9.5 KM (5.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0374'WITH U.S. HIGHWAY 90 IN MARFA, 19.8 METERS (65.0 FT) SOUTH-SOUTHWEST
 BQ0374'OF THE CENTER OF A GRAVELED ROAD LEADING EAST TO THE KERR MITCHELL
 BQ0374'RANCH, 16.3 METERS (53.6 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 BQ0374'HIGHWAY, AND 2.4 METERS (8.0 FT) EAST-NORTHEAST OF A FENCE CORNER.
 BQ0374'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0374'REFUSAL WAS REACHED AT 8.0 FT.
 BQ0374'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 BQ0374'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0374
 BQ0374                          STATION RECOVERY (1989)
 BQ0374
 BQ0374'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0374'RECOVERED IN GOOD CONDITION.
 BQ0374
 BQ0374                          STATION RECOVERY (1996)
 BQ0374
 BQ0374'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0046 ***********************************************************************
 AB0046  DESIGNATION -  J 14
 AB0046  PID         -  AB0046
 AB0046  STATE/COUNTY-  TX/CAMERON
 AB0046  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0046
 AB0046                         *CURRENT SURVEY CONTROL
 AB0046  ___________________________________________________________________
 AB0046* NAD 83(1986)-  25 55 00.     (N)    097 24 37.     (W)     SCALED    
 AB0046* NAVD 88     -         8.012  (meters)      26.29   (feet)  ADJUSTED  
 AB0046  ___________________________________________________________________
 AB0046  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 AB0046  DYNAMIC HT  -           7.999 (meters)      26.24  (feet)  COMP
 AB0046  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 AB0046
 AB0046  VERT ORDER  -  SECOND    CLASS 0
 AB0046
 AB0046.The horizontal coordinates were scaled from a topographic map and have
 AB0046.an estimated accuracy of +/- 6 seconds.
 AB0046
 AB0046.The orthometric height was determined by differential leveling
 AB0046.and adjusted by the National Geodetic Survey in June 1991..
 AB0046
 AB0046.The geoid height was determined by GEOID03.
 AB0046
 AB0046.The dynamic height is computed by dividing the NAVD 88
 AB0046.geopotential number by the normal gravity value computed on the
 AB0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0046.degrees latitude (g = 980.6199 gals.).
 AB0046
 AB0046.The modeled gravity was interpolated from observed gravity values.
 AB0046
 AB0046;                    North         East    Units  Estimated Accuracy
 AB0046;SPC TX S     - 5,028,170.      409,180.      MT  (+/- 180 meters Scaled)
 AB0046
 AB0046                          SUPERSEDED SURVEY CONTROL
 AB0046
 AB0046  NGVD 29 (??/??/92)    8.11   (m)           26.6    (f) COMPUTED    2 0
 AB0046
 AB0046.Superseded values are not recommended for survey control.
 AB0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0046.See file dsdata.txt to determine how the superseded data were derived.
 AB0046
 AB0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP592674(NAD 83)
 AB0046_MARKER: DD = SURVEY DISK
 AB0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0046_SP_SET: SYPHON
 AB0046_STAMPING: J 14 26.53
 AB0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0046
 AB0046  HISTORY     - Date     Condition        Report By
 AB0046  HISTORY     - UNK      MONUMENTED
 AB0046  HISTORY     - 1950     GOOD             NGS
 AB0046  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0046  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0046
 AB0046                          STATION DESCRIPTION
 AB0046
 AB0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0046'6.0 MI NE FROM BROWNSVILLE.
 AB0046'TO REACH FROM INTERSECTION OF TEXAS STATE HIGHWAYS NO. 4(E 14TH
 AB0046'STREET) AND NO. 48 (BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED E. ON
 AB0046'HIGHWAY NO. 4 FOR 3.7 MILES TO A CONCRETE SYPHON AND SITE OF BENCH
 AB0046'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF THE TOP OF THE
 AB0046'N. HEADWALL OF THE SYPHON, 15 FEET N. OF AND APPROXIMATELY 4.0 FEET
 AB0046'ABOVE THE CENTERLINE OF THE HIGHWAY.  A CAMERON COUNTY DISK SET IN
 AB0046'DRILL HOLE.
 AB0046
 AB0046                          STATION RECOVERY (1982)
 AB0046
 AB0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0046'MARK NOT FOUND.
 AB0046
 AB0046                          STATION RECOVERY (1990)
 AB0046
 AB0046'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1100 ***********************************************************************
 AY1100  DESIGNATION -  J 14
 AY1100  PID         -  AY1100
 AY1100  STATE/COUNTY-  TX/BEXAR
 AY1100  USGS QUAD   -  HELOTES (1992)
 AY1100
 AY1100                         *CURRENT SURVEY CONTROL
 AY1100  ___________________________________________________________________
 AY1100* NAD 83(1986)-  29 30 41.     (N)    098 37 53.     (W)     SCALED    
 AY1100* NAVD 88     -       257.00   (+/-2cm)     843.2    (feet)  VERTCON   
 AY1100  ___________________________________________________________________
 AY1100  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AY1100
 AY1100  VERT ORDER  -  THIRD (See Below)
 AY1100
 AY1100.The horizontal coordinates were scaled from a topographic map and have
 AY1100.an estimated accuracy of +/- 6 seconds.
 AY1100
 AY1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1100.The vertical order pertains to the NGVD 29 superseded value.
 AY1100
 AY1100.The geoid height was determined by GEOID03.
 AY1100
 AY1100;                    North         East    Units  Estimated Accuracy
 AY1100;SPC TXSC     - 4,186,030.      635,730.      MT  (+/- 180 meters Scaled)
 AY1100
 AY1100                          SUPERSEDED SURVEY CONTROL
 AY1100
 AY1100  NGVD 29 (01/29/03)  256.88   (m)          842.8    (f) RESET       3  
 AY1100
 AY1100.Superseded values are not recommended for survey control.
 AY1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1100.See file dsdata.txt to determine how the superseded data were derived.
 AY1100
 AY1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT357647(NAD 83)
 AY1100_MARKER: DD = SURVEY DISK
 AY1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1100_STAMPING: J 14 842.751
 AY1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1100+STABILITY: SURFACE MOTION
 AY1100
 AY1100  HISTORY     - Date     Condition        Report By
 AY1100  HISTORY     - UNK      MONUMENTED       TXHD
 AY1100  HISTORY     - 1970     GOOD             NGS
 AY1100  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1100
 AY1100                          STATION DESCRIPTION
 AY1100
 AY1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY1100'2.8 MI NW FROM SAN ANTONIO.
 AY1100'ABOUT 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 AY1100'INTERSTATE 410 IN THE NORTHERN PART OF SAN ANTONIO TO SITE OF BENCH
 AY1100'MARK, 87 FEET NORTHEAST OF THE HIGHWAY CENTER LINE, 0.1 MILE SOUTHEAST
 AY1100'OF THE BRIDGE OVER LEON CREEK, 10 FEET SOUTHEAST OF AN ANGLE POINT IN
 AY1100'THE RIGHT-OF-WAY AND 3 FEET SOUTHWEST OF THE RIGHT-OF-WAY LINE,
 AY1100'BETWEEN TWO 4 X 4 IN. WOODEN WITNESS POSTS, AT HIGHWAY STATION 197 +
 AY1100'81.  A TEXAS HIGHWAY DEPARTMENT DISK, STAMPED J 14 842.751 IS SET ON
 AY1100'TOP OF AN IRON ROD IN A 21 FEET CONCRETE SHAFT. THE MARK IS 10 IN. IN
 AY1100'DIAMETER AND FLUSH WITH SURFACE OF GROUND.
 AY1100
 AY1100                          STATION RECOVERY (2002)
 AY1100
 AY1100'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0566 ***********************************************************************
 CU0566  DESIGNATION -  J 14
 CU0566  PID         -  CU0566
 CU0566  STATE/COUNTY-  TX/HOWARD
 CU0566  USGS QUAD   -  COAHOMA (1971)
 CU0566
 CU0566                         *CURRENT SURVEY CONTROL
 CU0566  ___________________________________________________________________
 CU0566* NAD 83(1986)-  32 17 21.     (N)    101 20 12.     (W)     SCALED    
 CU0566* NAVD 88     -       739.237  (meters)    2425.31   (feet)  ADJUSTED  
 CU0566  ___________________________________________________________________
 CU0566  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CU0566  DYNAMIC HT  -         738.232 (meters)    2422.02  (feet)  COMP
 CU0566  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 CU0566
 CU0566  VERT ORDER  -  FIRST     CLASS II
 CU0566
 CU0566.The horizontal coordinates were scaled from a topographic map and have
 CU0566.an estimated accuracy of +/- 6 seconds.
 CU0566
 CU0566.The orthometric height was determined by differential leveling
 CU0566.and adjusted by the National Geodetic Survey in June 1991..
 CU0566
 CU0566.The geoid height was determined by GEOID03.
 CU0566
 CU0566.The dynamic height is computed by dividing the NAVD 88
 CU0566.geopotential number by the normal gravity value computed on the
 CU0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0566.degrees latitude (g = 980.6199 gals.).
 CU0566
 CU0566.The modeled gravity was interpolated from observed gravity values.
 CU0566
 CU0566;                    North         East    Units  Estimated Accuracy
 CU0566;SPC TXNC     - 2,072,640.      332,840.      MT  (+/- 180 meters Scaled)
 CU0566
 CU0566                          SUPERSEDED SURVEY CONTROL
 CU0566
 CU0566  NGVD 29 (??/??/92)  738.979  (m)         2424.47   (f) ADJ UNCH    1 2
 CU0566
 CU0566.Superseded values are not recommended for survey control.
 CU0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0566.See file dsdata.txt to determine how the superseded data were derived.
 CU0566
 CU0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA799748(NAD 83)
 CU0566_MARKER: P = PIPE CAP
 CU0566_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0566_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0566_STAMPING: J 14 ELEV 2424.618 FT
 CU0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0566
 CU0566  HISTORY     - Date     Condition        Report By
 CU0566  HISTORY     - UNK      MONUMENTED       CGS
 CU0566  HISTORY     - 1956     GOOD             NGS
 CU0566  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0566
 CU0566                          STATION DESCRIPTION
 CU0566
 CU0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0566'1.75 MI SW FROM COAHOMA.
 CU0566'1.75 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0566'STATION AT COAHOMA, 0.15 MILE NORTHEAST OF A ROAD CROSSING, 43 FEET
 CU0566'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 64.7 FEET NORTHWEST
 CU0566'OF THE NORTHWEST RAIL OF A SIDE TRACK, 30 FEET SOUTHWEST OF THE 8TH
 CU0566'POLE NORTHEAST OF MILEPOST 505, 1.2 FEET NORTHWEST OF A WITNESS POST,
 CU0566'SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT
 CU0566'ABOVE THE GROUND.  THIS MARK IS LEANING SLIGHTLY.
 CU0566
 CU0566                          STATION RECOVERY (1982)
 CU0566
 CU0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0280 ***********************************************************************
 BM0280  DESIGNATION -  J 14
 BM0280  PID         -  BM0280
 BM0280  STATE/COUNTY-  TX/ROBERTSON
 BM0280  USGS QUAD   -  HEARNE NORTH (1989)
 BM0280
 BM0280                         *CURRENT SURVEY CONTROL
 BM0280  ___________________________________________________________________
 BM0280* NAD 83(1986)-  30 53 05.     (N)    096 35 48.     (W)     SCALED    
 BM0280* NAVD 88     -        93.74   (+/-2cm)     307.5    (feet)  VERTCON   
 BM0280  ___________________________________________________________________
 BM0280  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM0280
 BM0280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0280
 BM0280.The horizontal coordinates were scaled from a topographic map and have
 BM0280.an estimated accuracy of +/- 6 seconds.
 BM0280
 BM0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0280.The vertical order pertains to the NGVD 29 superseded value.
 BM0280
 BM0280.The geoid height was determined by GEOID03.
 BM0280
 BM0280;                    North         East    Units  Estimated Accuracy
 BM0280;SPC TX C     - 3,141,030.    1,057,190.      MT  (+/- 180 meters Scaled)
 BM0280
 BM0280                          SUPERSEDED SURVEY CONTROL
 BM0280
 BM0280  NGVD 29 (??/??/92)   93.699  (m)          307.41   (f) ADJ UNCH    2 0
 BM0280
 BM0280.Superseded values are not recommended for survey control.
 BM0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0280.See file dsdata.txt to determine how the superseded data were derived.
 BM0280
 BM0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV297193(NAD 83)
 BM0280_MARKER: DD = SURVEY DISK
 BM0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0280_STAMPING: 307.447 J 14 1924
 BM0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0280+STABILITY: SURFACE MOTION
 BM0280
 BM0280  HISTORY     - Date     Condition        Report By
 BM0280  HISTORY     - 1924     MONUMENTED       USGS
 BM0280  HISTORY     - 1933     GOOD             NGS
 BM0280  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0280
 BM0280                          STATION DESCRIPTION
 BM0280
 BM0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0280'IN HEARNE.
 BM0280'AT HEARNE, ROBERTSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD
 BM0280'(FORMERLY THE INTERNATIONAL-GREAT NORTHERN RAILROAD), AND 20 FEET
 BM0280'SOUTHEAST OF THE CROSSING OF THE SOUTHERN PACIFIC LINES (FORMERLY THE
 BM0280'TEXAS AND NEW ORLEANS RAILROAD).  A UNITED STATES GEOLOGICAL SURVEY
 BM0280'STANDARD DISK, STAMPED 307.447 J 14 1924 AND SET IN THE TOP OF A
 BM0280'CONCRETE POST.
 BM0280
 BM0280                          STATION RECOVERY (1994)
 BM0280
 BM0280'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0047 ***********************************************************************
 AB0047  DESIGNATION -  J 14 RESET
 AB0047  PID         -  AB0047
 AB0047  STATE/COUNTY-  TX/CAMERON
 AB0047  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0047
 AB0047                         *CURRENT SURVEY CONTROL
 AB0047  ___________________________________________________________________
 AB0047* NAD 83(1986)-  25 55 00.     (N)    097 24 37.     (W)     SCALED    
 AB0047* NAVD 88     -         8.07   (+/-2cm)      26.5    (feet)  VERTCON   
 AB0047  ___________________________________________________________________
 AB0047  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 AB0047
 AB0047  VERT ORDER  -  THIRD (See Below)
 AB0047
 AB0047.The horizontal coordinates were scaled from a topographic map and have
 AB0047.an estimated accuracy of +/- 6 seconds.
 AB0047
 AB0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0047.The vertical order pertains to the NGVD 29 superseded value.
 AB0047
 AB0047.The geoid height was determined by GEOID03.
 AB0047
 AB0047;                    North         East    Units  Estimated Accuracy
 AB0047;SPC TX S     - 5,028,170.      409,180.      MT  (+/- 180 meters Scaled)
 AB0047
 AB0047                          SUPERSEDED SURVEY CONTROL
 AB0047
 AB0047  NGVD 29 (??/??/??)    8.16   (m)           26.8    (f) RESET       3  
 AB0047
 AB0047.Superseded values are not recommended for survey control.
 AB0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0047.See file dsdata.txt to determine how the superseded data were derived.
 AB0047
 AB0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP592674(NAD 83)
 AB0047_MARKER: DD = SURVEY DISK
 AB0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0047_SP_SET: CULVERT
 AB0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0047
 AB0047  HISTORY     - Date     Condition        Report By
 AB0047  HISTORY     - UNK      MONUMENTED
 AB0047  HISTORY     - 1951     GOOD             NGS
 AB0047  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0047
 AB0047                          STATION DESCRIPTION
 AB0047
 AB0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0047'4.6 MI E FROM BROWNSVILLE.
 AB0047'1.0 MILE NORTHEAST AND 3.6 MILES EAST ALONG STATE HIGHWAY 4 FROM THE
 AB0047'INTERSECTION OF SOUTHMOST ROAD AT BROWNSVILLE, CAMERON COUNTY, AT A
 AB0047'CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE NORTH HEADWALL 15
 AB0047'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 4 FEET ABOVE
 AB0047'THE LEVEL OF THE HIGHWAY.  NOTE-- BRASS TABLET IN SOUTH HEADWALL OF 10
 AB0047'FT. X 6 FT. X 134 FT. REINF. CONCRETE SIPHON, STATION 188+69. MILEPOST
 AB0047'5.8.
 AB0047
 AB0047                          STATION RECOVERY (1990)
 AB0047
 AB0047'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0126 ***********************************************************************
 EN0126  DESIGNATION -  J 140
 EN0126  PID         -  EN0126
 EN0126  STATE/COUNTY-  TX/HALL
 EN0126  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0126
 EN0126                         *CURRENT SURVEY CONTROL
 EN0126  ___________________________________________________________________
 EN0126* NAD 83(1986)-  34 28 52.     (N)    100 46 42.     (W)     SCALED    
 EN0126* NAVD 88     -       691.117  (meters)    2267.44   (feet)  ADJUSTED  
 EN0126  ___________________________________________________________________
 EN0126  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 EN0126  DYNAMIC HT  -         690.309 (meters)    2264.79  (feet)  COMP
 EN0126  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 EN0126
 EN0126  VERT ORDER  -  FIRST     CLASS II
 EN0126
 EN0126.The horizontal coordinates were scaled from a topographic map and have
 EN0126.an estimated accuracy of +/- 6 seconds.
 EN0126
 EN0126.The orthometric height was determined by differential leveling
 EN0126.and adjusted by the National Geodetic Survey in June 1991..
 EN0126
 EN0126.The geoid height was determined by GEOID03.
 EN0126
 EN0126.The dynamic height is computed by dividing the NAVD 88
 EN0126.geopotential number by the normal gravity value computed on the
 EN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0126.degrees latitude (g = 980.6199 gals.).
 EN0126
 EN0126.The modeled gravity was interpolated from observed gravity values.
 EN0126
 EN0126;                    North         East    Units  Estimated Accuracy
 EN0126;SPC TX N     - 1,053,620.      266,300.      MT  (+/- 180 meters Scaled)
 EN0126
 EN0126                          SUPERSEDED SURVEY CONTROL
 EN0126
 EN0126  NGVD 29 (??/??/92)  690.811  (m)         2266.44   (f) ADJ UNCH    1 2
 EN0126
 EN0126.Superseded values are not recommended for survey control.
 EN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0126.See file dsdata.txt to determine how the superseded data were derived.
 EN0126
 EN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD366169(NAD 83)
 EN0126_MARKER: DB = BENCH MARK DISK
 EN0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0126_STAMPING: J 140 1933
 EN0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0126+STABILITY: SURFACE MOTION
 EN0126
 EN0126  HISTORY     - Date     Condition        Report By
 EN0126  HISTORY     - 1933     MONUMENTED       CGS
 EN0126  HISTORY     - 1939     GOOD             NGS
 EN0126
 EN0126                          STATION DESCRIPTION
 EN0126
 EN0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0126'10.0 MI NE FROM TURKEY.
 EN0126'10.0 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0126'STATION AT TURKEY, HALL COUNTY, ABOUT 55 YARDS SOUTHWEST OF THE
 EN0126'SIGNBOARD AT TAMPICO, AT STATION 1157+00 (MILEAGE 258.96), ABOUT 41
 EN0126'YARDS SOUTHWEST OF A COUNTY-ROAD CROSSING ABOUT 43 YARDS SOUTHWEST OF
 EN0126'A SWITCH STAND, ABOUT 95 FEET SOUTH OF THE SOUTH TRACK, 42 FEET WEST
 EN0126'OF A CORNER IN THE RIGHT-OF-WAY FENCE, AND 4 FEET NORTH OF THE FENCE.
 EN0126'A STANDARD DISK, STAMPED 2266.436 J 140 1933 AND SET IN THE TOP OF A
 EN0126'CONCRETE POST PEOJECTING ABOUT 3 INCHES ABOVE GROUND.
 EN0126
 EN0126                          STATION RECOVERY (1939)
 EN0126
 EN0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EN0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0235 ***********************************************************************
 BB0235  DESIGNATION -  J 1400
 BB0235  PID         -  BB0235
 BB0235  STATE/COUNTY-  TX/PRESIDIO
 BB0235  USGS QUAD   -  SHAFTER (1983)
 BB0235
 BB0235                         *CURRENT SURVEY CONTROL
 BB0235  ___________________________________________________________________
 BB0235* NAD 83(1986)-  29 49 04.     (N)    104 18 23.     (W)     SCALED    
 BB0235* NAVD 88     -      1172.832  (meters)    3847.87   (feet)  ADJUSTED  
 BB0235  ___________________________________________________________________
 BB0235  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BB0235  DYNAMIC HT  -        1170.900 (meters)    3841.53  (feet)  COMP
 BB0235  MODELED GRAV-     978,954.0   (mgal)                       NAVD 88
 BB0235
 BB0235  VERT ORDER  -  FIRST     CLASS II
 BB0235
 BB0235.The horizontal coordinates were scaled from a topographic map and have
 BB0235.an estimated accuracy of +/- 6 seconds.
 BB0235
 BB0235.The orthometric height was determined by differential leveling
 BB0235.and adjusted by the National Geodetic Survey in June 1991..
 BB0235
 BB0235.The geoid height was determined by GEOID03.
 BB0235
 BB0235.The dynamic height is computed by dividing the NAVD 88
 BB0235.geopotential number by the normal gravity value computed on the
 BB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0235.degrees latitude (g = 980.6199 gals.).
 BB0235
 BB0235.The modeled gravity was interpolated from observed gravity values.
 BB0235
 BB0235;                    North         East    Units  Estimated Accuracy
 BB0235;SPC TXSC     - 4,231,570.       87,300.      MT  (+/- 180 meters Scaled)
 BB0235
 BB0235                          SUPERSEDED SURVEY CONTROL
 BB0235
 BB0235.No superseded survey control is available for this station.
 BB0235
 BB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN670987(NAD 83)
 BB0235_MARKER: I = METAL ROD
 BB0235_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BB0235+WITH SETTING: INFORMATION.
 BB0235_SP_SET: SHALLOW SET METAL ROD
 BB0235_STAMPING: J 1400 1981
 BB0235_MARK LOGO: NGS   
 BB0235_PROJECTION: FLUSH
 BB0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0235_ROD/PIPE-DEPTH: 3.1  meters
 BB0235
 BB0235  HISTORY     - Date     Condition        Report By
 BB0235  HISTORY     - 1981     MONUMENTED       NGS
 BB0235  HISTORY     - 19961010 GOOD             USPSQD
 BB0235
 BB0235                          STATION DESCRIPTION
 BB0235
 BB0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0235'IN SHAFTER.
 BB0235'IN SHAFTER, 0.3 KM (0.2 MI) SOUTHWEST OF THE BRIDGE OVER CIBOLO
 BB0235'CREEK, 17.7 METERS (58.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 BB0235'THE HIGHWAY, 0.8 METER (2.5 FT) NORTH-NORTHWEST OF A UTILITY
 BB0235'POLE, AND 0.7 METER (2.4 FT) EAST-NORTHEAST OF A UTILITY POLE.
 BB0235'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BB0235'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 BB0235'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BB0235
 BB0235                          STATION RECOVERY (1996)
 BB0235
 BB0235'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0692 ***********************************************************************
 BP0692  DESIGNATION -  J 1401
 BP0692  PID         -  BP0692
 BP0692  STATE/COUNTY-  TX/PRESIDIO
 BP0692  USGS QUAD   -  NOPAL (1972)
 BP0692
 BP0692                         *CURRENT SURVEY CONTROL
 BP0692  ___________________________________________________________________
 BP0692* NAD 83(1986)-  30 17 55.     (N)    103 58 02.     (W)     SCALED    
 BP0692* NAVD 88     -      1464.634  (meters)    4805.22   (feet)  ADJUSTED  
 BP0692  ___________________________________________________________________
 BP0692  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 BP0692  DYNAMIC HT  -        1462.188 (meters)    4797.20  (feet)  COMP
 BP0692  MODELED GRAV-     978,920.1   (mgal)                       NAVD 88
 BP0692
 BP0692  VERT ORDER  -  FIRST     CLASS II
 BP0692
 BP0692.The horizontal coordinates were scaled from a topographic map and have
 BP0692.an estimated accuracy of +/- 6 seconds.
 BP0692
 BP0692.The orthometric height was determined by differential leveling
 BP0692.and adjusted by the National Geodetic Survey in June 1991..
 BP0692
 BP0692.The geoid height was determined by GEOID03.
 BP0692
 BP0692.The dynamic height is computed by dividing the NAVD 88
 BP0692.geopotential number by the normal gravity value computed on the
 BP0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0692.degrees latitude (g = 980.6199 gals.).
 BP0692
 BP0692.The modeled gravity was interpolated from observed gravity values.
 BP0692
 BP0692;                    North         East    Units  Estimated Accuracy
 BP0692;SPC TXSC     - 4,283,380.      122,310.      MT  (+/- 180 meters Scaled)
 BP0692
 BP0692                          SUPERSEDED SURVEY CONTROL
 BP0692
 BP0692.No superseded survey control is available for this station.
 BP0692
 BP0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP993523(NAD 83)
 BP0692_MARKER: I = METAL ROD
 BP0692_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0692_SP_SET: STAINLESS STEEL ROD
 BP0692_STAMPING: J 1401 1981
 BP0692_MARK LOGO: NGS   
 BP0692_PROJECTION: FLUSH
 BP0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0692_ROD/PIPE-DEPTH: 3.7  meters
 BP0692
 BP0692  HISTORY     - Date     Condition        Report By
 BP0692  HISTORY     - 1981     MONUMENTED       NGS
 BP0692
 BP0692                          STATION DESCRIPTION
 BP0692
 BP0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0692'5.7 KM (3.55 MI) EAST FROM MARFA.
 BP0692'5.7 KM (3.55 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BP0692'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, 0.2 KM (0.1 MI) WEST OF A
 BP0692'CULVERT, 16.6 METERS (54.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY
 BP0692'AND 2.2 METERS (7.2 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 BP0692'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0692'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0692'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0716 ***********************************************************************
 BP0716  DESIGNATION -  J 1402
 BP0716  PID         -  BP0716
 BP0716  STATE/COUNTY-  TX/BREWSTER
 BP0716  USGS QUAD   -  ALTUDA (1983)
 BP0716
 BP0716                         *CURRENT SURVEY CONTROL
 BP0716  ___________________________________________________________________
 BP0716* NAD 83(1986)-  30 17 48.     (N)    103 27 15.     (W)     SCALED    
 BP0716* NAVD 88     -      1415.367  (meters)    4643.58   (feet)  ADJUSTED  
 BP0716  ___________________________________________________________________
 BP0716  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 BP0716  DYNAMIC HT  -        1413.038 (meters)    4635.94  (feet)  COMP
 BP0716  MODELED GRAV-     978,946.3   (mgal)                       NAVD 88
 BP0716
 BP0716  VERT ORDER  -  FIRST     CLASS II
 BP0716
 BP0716.The horizontal coordinates were scaled from a topographic map and have
 BP0716.an estimated accuracy of +/- 6 seconds.
 BP0716
 BP0716.The orthometric height was determined by differential leveling
 BP0716.and adjusted by the National Geodetic Survey in June 1991..
 BP0716
 BP0716.The geoid height was determined by GEOID03.
 BP0716
 BP0716.The dynamic height is computed by dividing the NAVD 88
 BP0716.geopotential number by the normal gravity value computed on the
 BP0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0716.degrees latitude (g = 980.6199 gals.).
 BP0716
 BP0716.The modeled gravity was interpolated from observed gravity values.
 BP0716
 BP0716;                    North         East    Units  Estimated Accuracy
 BP0716;SPC TXSC     - 4,281,170.      171,620.      MT  (+/- 180 meters Scaled)
 BP0716
 BP0716                          SUPERSEDED SURVEY CONTROL
 BP0716
 BP0716.No superseded survey control is available for this station.
 BP0716
 BP0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP486526(NAD 83)
 BP0716_MARKER: I = METAL ROD
 BP0716_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0716+WITH SETTING: INFORMATION.
 BP0716_SP_SET: SHALLOW SET METAL ROD
 BP0716_STAMPING: J 1402 1981
 BP0716_MARK LOGO: NGS   
 BP0716_PROJECTION: FLUSH
 BP0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0716_ROD/PIPE-DEPTH: 1.8  meters
 BP0716
 BP0716  HISTORY     - Date     Condition        Report By
 BP0716  HISTORY     - 1981     MONUMENTED       NGS
 BP0716
 BP0716                          STATION DESCRIPTION
 BP0716
 BP0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0716'23.9 KM (14.85 MI) NW FROM MARATHON.
 BP0716'23.9 KM (14.85 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0716'IN MARATHON, 21.6 METERS (70.9 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 BP0716'THE HIGHWAY AND 6.7 METERS (22.0 FT) NORTH-NORTHWEST OF THE CENTER OF
 BP0716'A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BP0716'LOGO CAP.
 BP0716'THE MARK IS 0.3 METERS  WSW FROM  A FENCE AND WITNESS POST
 BP0716'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0740 ***********************************************************************
 BP0740  DESIGNATION -  J 1403
 BP0740  PID         -  BP0740
 BP0740  STATE/COUNTY-  TX/BREWSTER
 BP0740  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0740
 BP0740                         *CURRENT SURVEY CONTROL
 BP0740  ___________________________________________________________________
 BP0740* NAD 83(1986)-  30 12 51.     (N)    103 01 49.     (W)     SCALED    
 BP0740* NAVD 88     -      1278.485  (meters)    4194.50   (feet)  ADJUSTED  
 BP0740  ___________________________________________________________________
 BP0740  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BP0740  DYNAMIC HT  -        1276.402 (meters)    4187.66  (feet)  COMP
 BP0740  MODELED GRAV-     978,968.3   (mgal)                       NAVD 88
 BP0740
 BP0740  VERT ORDER  -  FIRST     CLASS II
 BP0740
 BP0740.The horizontal coordinates were scaled from a topographic map and have
 BP0740.an estimated accuracy of +/- 6 seconds.
 BP0740
 BP0740.The orthometric height was determined by differential leveling
 BP0740.and adjusted by the National Geodetic Survey in June 1991..
 BP0740
 BP0740.The geoid height was determined by GEOID03.
 BP0740
 BP0740.The dynamic height is computed by dividing the NAVD 88
 BP0740.geopotential number by the normal gravity value computed on the
 BP0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0740.degrees latitude (g = 980.6199 gals.).
 BP0740
 BP0740.The modeled gravity was interpolated from observed gravity values.
 BP0740
 BP0740;                    North         East    Units  Estimated Accuracy
 BP0740;SPC TXSC     - 4,270,550.      212,060.      MT  (+/- 180 meters Scaled)
 BP0740
 BP0740                          SUPERSEDED SURVEY CONTROL
 BP0740
 BP0740.No superseded survey control is available for this station.
 BP0740
 BP0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP895441(NAD 83)
 BP0740_MARKER: I = METAL ROD
 BP0740_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0740_SP_SET: STAINLESS STEEL ROD
 BP0740_STAMPING: J 1403 1981
 BP0740_MARK LOGO: NGS   
 BP0740_PROJECTION: FLUSH
 BP0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0740_ROD/PIPE-DEPTH: 4.6  meters
 BP0740
 BP0740  HISTORY     - Date     Condition        Report By
 BP0740  HISTORY     - 1981     MONUMENTED       NGS
 BP0740  HISTORY     - 20010331 GOOD             NGS
 BP0740
 BP0740                          STATION DESCRIPTION
 BP0740
 BP0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0740'21.1 KM (13.1 MI) EAST FROM MARATHON.
 BP0740'21.1 KM (13.1 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0740'IN MARATHON, 42.4 METERS (139.1 FT) SOUTH AND ACROSS THE HIGHWAY FROM
 BP0740'UTILITY POLE NUMBER 2650 AND 18.0 METERS (59.1 FT) SOUTH OF THE
 BP0740'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 BP0740'A 5-INCH LOGO CAP.
 BP0740'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0740'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 BP0740
 BP0740                          STATION RECOVERY (2001)
 BP0740
 BP0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0740'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1085 ***********************************************************************
 AJ1085  DESIGNATION -  J 1404
 AJ1085  PID         -  AJ1085
 AJ1085  STATE/COUNTY-  TX/WEBB
 AJ1085  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ1085
 AJ1085                         *CURRENT SURVEY CONTROL
 AJ1085  ___________________________________________________________________
 AJ1085* NAD 83(1986)-  27 22 19.     (N)    099 28 00.     (W)     SCALED    
 AJ1085* NAVD 88     -       134.459  (meters)     441.14   (feet)  ADJUSTED  
 AJ1085  ___________________________________________________________________
 AJ1085  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AJ1085  DYNAMIC HT  -         134.246 (meters)     440.44  (feet)  COMP
 AJ1085  MODELED GRAV-     979,056.2   (mgal)                       NAVD 88
 AJ1085
 AJ1085  VERT ORDER  -  FIRST     CLASS II
 AJ1085
 AJ1085.The horizontal coordinates were scaled from a topographic map and have
 AJ1085.an estimated accuracy of +/- 6 seconds.
 AJ1085
 AJ1085.The orthometric height was determined by differential leveling
 AJ1085.and adjusted by the National Geodetic Survey in June 1991..
 AJ1085
 AJ1085.The geoid height was determined by GEOID03.
 AJ1085
 AJ1085.The dynamic height is computed by dividing the NAVD 88
 AJ1085.geopotential number by the normal gravity value computed on the
 AJ1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1085.degrees latitude (g = 980.6199 gals.).
 AJ1085
 AJ1085.The modeled gravity was interpolated from observed gravity values.
 AJ1085
 AJ1085;                    North         East    Units  Estimated Accuracy
 AJ1085;SPC TX S     - 5,189,300.      204,380.      MT  (+/- 180 meters Scaled)
 AJ1085
 AJ1085                          SUPERSEDED SURVEY CONTROL
 AJ1085
 AJ1085.No superseded survey control is available for this station.
 AJ1085
 AJ1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR538277(NAD 83)
 AJ1085_MARKER: I = METAL ROD
 AJ1085_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ1085+WITH SETTING: INFORMATION.
 AJ1085_SP_SET: SHALLOW SET METAL ROD
 AJ1085_STAMPING: J 1404 1981
 AJ1085_MARK LOGO: NGS   
 AJ1085_PROJECTION: FLUSH
 AJ1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1085_ROD/PIPE-DEPTH: 1.4  meters
 AJ1085
 AJ1085  HISTORY     - Date     Condition        Report By
 AJ1085  HISTORY     - 1981     MONUMENTED       NGS
 AJ1085  HISTORY     - 1988     GOOD             USPSQD
 AJ1085
 AJ1085                          STATION DESCRIPTION
 AJ1085
 AJ1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1085'15.6 KM (9.7 MI) SOUTH FROM LAREDO.
 AJ1085'15.6 KM (9.7 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 AJ1085'TEXAS MEXICAN RAILROAD OVERPASS BRIDGE IN LAREDO AT A FIELD ROAD
 AJ1085'LEADING NORTH AND AT THE ENTRANCE TO THE SANTA ROSA FARM, 19.8 METERS
 AJ1085'(65.1 FT) NORTHEAST OF CENTERLINE OF HIGHWAY, 2.4 METERS (7.8 FT)
 AJ1085'SOUTHWEST OF A FENCE, 0.88 METERS (2.9 FT) SOUTHEAST OF A POWERLINE
 AJ1085'POLE, 2.4 METERS (8.0 FT) WEST NORTHWEST OF AN IRON GATE, 6.1 METERS
 AJ1085'(20.0 FT) WEST SOUTHWEST OF SOUTH WEST CORNER OF A CATTLE GUARD,
 AJ1085'7.0 METERS (23.0 FT) WEST NORTHWEST OF A FIELD ROAD ENTRANCE DRIVE,
 AJ1085'AND 5.2 METERS (17.0 FT) NORTH OF THE NORTHWEST END OF A 61 CM (24 IN)
 AJ1085'PIPE CULVERT, NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED IN HARD BLUE
 AJ1085'ROCK AND OR SANDSTONE.
 AJ1085'THE MARK IS 2.1 METERS  SSE FROM A WITNESS POST.
 AJ1085'THE MARK IS 0.30 M BELOW HIGHWAY.
 AJ1085
 AJ1085                          STATION RECOVERY (1988)
 AJ1085
 AJ1085'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1077 ***********************************************************************
 AJ1077  DESIGNATION -  J 1405
 AJ1077  PID         -  AJ1077
 AJ1077  STATE/COUNTY-  TX/ZAPATA
 AJ1077  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ1077
 AJ1077                         *CURRENT SURVEY CONTROL
 AJ1077  ___________________________________________________________________
 AJ1077* NAD 83(1986)-  27 15 14.     (N)    099 25 16.     (W)     SCALED    
 AJ1077* NAVD 88     -       129.166  (meters)     423.77   (feet)  ADJUSTED  
 AJ1077  ___________________________________________________________________
 AJ1077  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AJ1077  DYNAMIC HT  -         128.959 (meters)     423.09  (feet)  COMP
 AJ1077  MODELED GRAV-     979,045.4   (mgal)                       NAVD 88
 AJ1077
 AJ1077  VERT ORDER  -  FIRST     CLASS II
 AJ1077
 AJ1077.The horizontal coordinates were scaled from a topographic map and have
 AJ1077.an estimated accuracy of +/- 6 seconds.
 AJ1077
 AJ1077.The orthometric height was determined by differential leveling
 AJ1077.and adjusted by the National Geodetic Survey in June 1991..
 AJ1077
 AJ1077.The geoid height was determined by GEOID03.
 AJ1077
 AJ1077.The dynamic height is computed by dividing the NAVD 88
 AJ1077.geopotential number by the normal gravity value computed on the
 AJ1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1077.degrees latitude (g = 980.6199 gals.).
 AJ1077
 AJ1077.The modeled gravity was interpolated from observed gravity values.
 AJ1077
 AJ1077;                    North         East    Units  Estimated Accuracy
 AJ1077;SPC TX S     - 5,176,180.      208,790.      MT  (+/- 180 meters Scaled)
 AJ1077
 AJ1077                          SUPERSEDED SURVEY CONTROL
 AJ1077
 AJ1077.No superseded survey control is available for this station.
 AJ1077
 AJ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR583146(NAD 83)
 AJ1077_MARKER: DB = BENCH MARK DISK
 AJ1077_SETTING: 66 = SET IN ROCK OUTCROP
 AJ1077_SP_SET: ROCK OUTCROP
 AJ1077_STAMPING: J 1405 1981
 AJ1077_MARK LOGO: NGS   
 AJ1077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1077+STABILITY: POSITION/ELEVATION WELL
 AJ1077
 AJ1077  HISTORY     - Date     Condition        Report By
 AJ1077  HISTORY     - 1981     MONUMENTED       NGS
 AJ1077
 AJ1077                          STATION DESCRIPTION
 AJ1077
 AJ1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1077'24.2 KM (15.0 MI) NORTH FROM SAN YGNACIO.
 AJ1077'24.2 KM (15.0 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1077'FARM ROAD 1369 AT SAN YGNACIO, SET IN THE TOP OF A ROCK OUTCROP, ALSO
 AJ1077'0.08 KM (0.05 MI) NORTH OF A DIRT ROAD LEADING WEST TO A GOOD HOPE GAS
 AJ1077'WELL, ALSO 2 POWERLINE POLES NORTH OF THE ROAD, 13.5 METERS (44.2 FT)
 AJ1077'WEST OF THE CENTERLINE OF THE HIGHWAY, 22.3 METERS (73.1 FT) SOUTH AND
 AJ1077'ACROSS A FENCE OF A POWERLINE POLE, 2.3 METERS (7.4 FT) EAST OF  A
 AJ1077'FENCE LINE, AND 20.1 METERS (66.0 FT) SOUTHWEST AND ACROSS HIGHWAY OF
 AJ1077'A HIGHWAY SIGN POST.
 AJ1077'THE MARK IS 2.3 METERS  E FROM A WITNESS POST.
 AJ1077'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1189 ***********************************************************************
 AB1189  DESIGNATION -  J 1406
 AB1189  PID         -  AB1189
 AB1189  STATE/COUNTY-  TX/CAMERON
 AB1189  USGS QUAD   -  OLMITO (1983)
 AB1189
 AB1189                         *CURRENT SURVEY CONTROL
 AB1189  ___________________________________________________________________
 AB1189* NAD 83(1986)-  26 05 56.     (N)    097 35 42.     (W)     SCALED    
 AB1189* NAVD 88     -         9.801  (meters)      32.16   (feet)  ADJUSTED  
 AB1189  ___________________________________________________________________
 AB1189  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 AB1189  DYNAMIC HT  -           9.785 (meters)      32.10  (feet)  COMP
 AB1189  MODELED GRAV-     979,033.5   (mgal)                       NAVD 88
 AB1189
 AB1189  VERT ORDER  -  FIRST     CLASS II
 AB1189
 AB1189.The horizontal coordinates were scaled from a topographic map and have
 AB1189.an estimated accuracy of +/- 6 seconds.
 AB1189
 AB1189.The orthometric height was determined by differential leveling
 AB1189.and adjusted by the National Geodetic Survey in June 1991..
 AB1189
 AB1189.The geoid height was determined by GEOID03.
 AB1189
 AB1189.The dynamic height is computed by dividing the NAVD 88
 AB1189.geopotential number by the normal gravity value computed on the
 AB1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1189.degrees latitude (g = 980.6199 gals.).
 AB1189
 AB1189.The modeled gravity was interpolated from observed gravity values.
 AB1189
 AB1189;                    North         East    Units  Estimated Accuracy
 AB1189;SPC TX S     - 5,048,210.      390,530.      MT  (+/- 180 meters Scaled)
 AB1189
 AB1189                          SUPERSEDED SURVEY CONTROL
 AB1189
 AB1189.No superseded survey control is available for this station.
 AB1189
 AB1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP405873(NAD 83)
 AB1189_MARKER: I = METAL ROD
 AB1189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1189_SP_SET: STAINLESS STEEL ROD
 AB1189_STAMPING: J 1406 1981
 AB1189_MARK LOGO: NGS   
 AB1189_PROJECTION: RECESSED 3 CENTIMETERS
 AB1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1189_ROD/PIPE-DEPTH: 12.1 meters
 AB1189
 AB1189  HISTORY     - Date     Condition        Report By
 AB1189  HISTORY     - 1981     MONUMENTED       NGS
 AB1189  HISTORY     - 19910325 MARK NOT FOUND   USPSQD
 AB1189
 AB1189                          STATION DESCRIPTION
 AB1189
 AB1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1189'5.4 KM (3.35 MI) SE FROM SAN BENITO.
 AB1189'3.6 KM (2.25 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1189'JUNCTION OF STATE HIGHWAY 345 IN SAN BENITO TO THE JUNCTION OF FARM
 AB1189'ROAD 732, THENCE 1.1 KM (0.7 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY
 AB1189'77 ENTRANCE ROAD TO THE JUNCTION OF U.S. HIGHWAY 77, THENCE 0.6 KM
 AB1189'(0.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 77 AT A GRAVEL ROAD LEADING
 AB1189'SOUTH CROSSING THE MISSOURI PACIFIC RAILROAD TRACKS, IS ABOUT
 AB1189'1.5 METERS (5.0 FT) LOWER THAN THE RAILROAD TRACKS, 15.5 METERS
 AB1189'(51.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 AB1189'HIGHWAY 77, 13.1 METERS (43.0 FT) NORTHEAST OF THE NORTHEAST RAIL OF
 AB1189'THE RAILROAD TRACKS, 10.0 EAST NORTHEAST OF THE CENTER OF THE
 AB1189'GRAVELED ROAD, 5.7 METERS (19.0 FT) SOUTHEAST OF THE CENTER OF THE
 AB1189'SOUTHEAST END OF TWO ROUND CONCRETE CULVERTS UNDER THE GRAVELED ROAD,
 AB1189'AND 0.75 METERS (2.5 FT) SOUTHWEST OF A METAL POST WITH TELEPHONE
 AB1189'UNDERGROUND WARNING SIGNS.
 AB1189'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AB1189'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB1189
 AB1189                          STATION RECOVERY (1991)
 AB1189
 AB1189'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1263 ***********************************************************************
 AB1263  DESIGNATION -  J 1407
 AB1263  PID         -  AB1263
 AB1263  STATE/COUNTY-  TX/KENEDY
 AB1263  USGS QUAD   -  NORIAS (1982)
 AB1263
 AB1263                         *CURRENT SURVEY CONTROL
 AB1263  ___________________________________________________________________
 AB1263* NAD 83(1986)-  26 51 35.     (N)    097 47 13.     (W)     SCALED    
 AB1263* NAVD 88     -         7.467  (meters)      24.50   (feet)  ADJUSTED  
 AB1263  ___________________________________________________________________
 AB1263  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 AB1263  DYNAMIC HT  -           7.456 (meters)      24.46  (feet)  COMP
 AB1263  MODELED GRAV-     979,072.0   (mgal)                       NAVD 88
 AB1263
 AB1263  VERT ORDER  -  FIRST     CLASS II
 AB1263
 AB1263.The horizontal coordinates were scaled from a topographic map and have
 AB1263.an estimated accuracy of +/- 6 seconds.
 AB1263
 AB1263.The orthometric height was determined by differential leveling
 AB1263.and adjusted by the National Geodetic Survey in June 1991..
 AB1263
 AB1263.The geoid height was determined by GEOID03.
 AB1263
 AB1263.The dynamic height is computed by dividing the NAVD 88
 AB1263.geopotential number by the normal gravity value computed on the
 AB1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1263.degrees latitude (g = 980.6199 gals.).
 AB1263
 AB1263.The modeled gravity was interpolated from observed gravity values.
 AB1263
 AB1263;                    North         East    Units  Estimated Accuracy
 AB1263;SPC TX S     - 5,132,380.      370,850.      MT  (+/- 180 meters Scaled)
 AB1263
 AB1263                          SUPERSEDED SURVEY CONTROL
 AB1263
 AB1263.No superseded survey control is available for this station.
 AB1263
 AB1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ205714(NAD 83)
 AB1263_MARKER: I = METAL ROD
 AB1263_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1263_SP_SET: STAINLESS STEEL ROD
 AB1263_STAMPING: J 1407 1981
 AB1263_MARK LOGO: NGS   
 AB1263_PROJECTION: RECESSED 3 CENTIMETERS
 AB1263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1263+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1263_ROD/PIPE-DEPTH: 10.9 meters
 AB1263
 AB1263  HISTORY     - Date     Condition        Report By
 AB1263  HISTORY     - 1981     MONUMENTED       NGS
 AB1263  HISTORY     - 1990     GOOD             USPSQD
 AB1263  HISTORY     - 20040204 GOOD             USPSQD
 AB1263
 AB1263                          STATION DESCRIPTION
 AB1263
 AB1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1263'40.9 KM (25.45 MI) SOUT FROM SARITA.
 AB1263'40.9 KM (25.45 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF A
 AB1263'PAVED ROAD LEADING WEST TO THE SARITA POST OFFICE, AT A BELL TELEPHONE
 AB1263'UNDERGROUND CABLE WARNING SIGN AND POST NUMBER 309 BETWEEN THE HIGHWAY
 AB1263'AND THE MISSOURI PACIFIC RAILROAD, 1.5 KM (0.95 MI) NORTH OF A
 AB1263'MICROWAVE TOWER, 18.2 METERS (60.0 FT) WEST OF THE CENTERLINE OF THE
 AB1263'HIGHWAY, 14.5 METERS (47.6 FT) EAST OF THE EAST RAIL, 0.46 METERS
 AB1263'(1.5 FT) NORTH OF POLE NUMBER 309, 81.3 METERS (267 FT) SOUTH OF A
 AB1263'POST AND SIGN MARKING AN UNDERGROUND GASLINE.
 AB1263'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AB1263'THE MARK IS 0.4 M BELOW RAILROAD TRACKS.
 AB1263
 AB1263                          STATION RECOVERY (1990)
 AB1263
 AB1263'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AB1263'RECOVERED IN GOOD CONDITION.
 AB1263
 AB1263                          STATION RECOVERY (2004)
 AB1263
 AB1263'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1289 ***********************************************************************
 AB1289  DESIGNATION -  J 1408
 AB1289  PID         -  AB1289
 AB1289  STATE/COUNTY-  TX/WILLACY
 AB1289  USGS QUAD   -  RAYMONDVILLE (1982)
 AB1289
 AB1289                         *CURRENT SURVEY CONTROL
 AB1289  ___________________________________________________________________
 AB1289* NAD 83(1986)-  26 23 04.     (N)    097 47 29.     (W)     SCALED    
 AB1289* NAVD 88     -        11.238  (meters)      36.87   (feet)  ADJUSTED  
 AB1289  ___________________________________________________________________
 AB1289  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AB1289  DYNAMIC HT  -          11.219 (meters)      36.81  (feet)  COMP
 AB1289  MODELED GRAV-     979,041.6   (mgal)                       NAVD 88
 AB1289
 AB1289  VERT ORDER  -  FIRST     CLASS II
 AB1289
 AB1289.The horizontal coordinates were scaled from a topographic map and have
 AB1289.an estimated accuracy of +/- 6 seconds.
 AB1289
 AB1289.The orthometric height was determined by differential leveling
 AB1289.and adjusted by the National Geodetic Survey in June 1991..
 AB1289
 AB1289.The geoid height was determined by GEOID03.
 AB1289
 AB1289.The dynamic height is computed by dividing the NAVD 88
 AB1289.geopotential number by the normal gravity value computed on the
 AB1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1289.degrees latitude (g = 980.6199 gals.).
 AB1289
 AB1289.The modeled gravity was interpolated from observed gravity values.
 AB1289
 AB1289;                    North         East    Units  Estimated Accuracy
 AB1289;SPC TX S     - 5,079,720.      370,710.      MT  (+/- 180 meters Scaled)
 AB1289
 AB1289                          SUPERSEDED SURVEY CONTROL
 AB1289
 AB1289.No superseded survey control is available for this station.
 AB1289
 AB1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ205188(NAD 83)
 AB1289_MARKER: I = METAL ROD
 AB1289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1289_SP_SET: STAINLESS STEEL ROD
 AB1289_STAMPING: J 1408 1981
 AB1289_MARK LOGO: NGS   
 AB1289_PROJECTION: FLUSH
 AB1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1289_ROD/PIPE-DEPTH: 8.5  meters
 AB1289
 AB1289  HISTORY     - Date     Condition        Report By
 AB1289  HISTORY     - 1981     MONUMENTED       NGS
 AB1289
 AB1289                          STATION DESCRIPTION
 AB1289
 AB1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1289'2.8 KM (1.75 MI) SOUTH FROM LYFORD.
 AB1289'0.2 KM (0.1 MI) EAST ALONG WEST BROADWAY STREET FROM THE LYFORD POST
 AB1289'OFFICE, THENCE 2.6 KM (1.65 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 77,
 AB1289'SET BY A POWERLINE POLE WHICH IS ABOUT 30.4 METERS (100.0 FT)
 AB1289'NORTHWEST OF THE NORTHWEST CORNER OF A TENNIS COURT, 15.5 METERS
 AB1289'(51.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 77, 48.7 METERS (160.0 FT)
 AB1289'NORTH OF THE CENTER OF A PRIVATE DRIVEWAY LEADING EAST, 51.8 METERS
 AB1289'(170.0 FT) SOUTH OF A CORNER FENCE, 21.9 METERS (72.0 FT) NORTH OF A
 AB1289'FENCE CORNER POST, 0.9 METER (3.0 FT) NORTH NORTHEAST OF A POWERLINE
 AB1289'POLE AND 0.15 METERS (0.5 FT) WEST OF THE FENCE LINE, NOTE ROD WAS
 AB1289'ANCHORED AT THIS DEPTH.
 AB1289'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 AB1289'THE MARK IS 0.6 M BELOW HIGHWAY 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1267 ***********************************************************************
 AE1267  DESIGNATION -  J 1409
 AE1267  PID         -  AE1267
 AE1267  STATE/COUNTY-  TX/STARR
 AE1267  USGS QUAD   -  LA GRULLA (1965)
 AE1267
 AE1267                         *CURRENT SURVEY CONTROL
 AE1267  ___________________________________________________________________
 AE1267* NAD 83(1986)-  26 18 15.     (N)    098 37 58.     (W)     SCALED    
 AE1267* NAVD 88     -        61.696  (meters)     202.41   (feet)  ADJUSTED  
 AE1267  ___________________________________________________________________
 AE1267  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AE1267  DYNAMIC HT  -          61.594 (meters)     202.08  (feet)  COMP
 AE1267  MODELED GRAV-     978,987.5   (mgal)                       NAVD 88
 AE1267
 AE1267  VERT ORDER  -  FIRST     CLASS II
 AE1267
 AE1267.The horizontal coordinates were scaled from a topographic map and have
 AE1267.an estimated accuracy of +/- 6 seconds.
 AE1267
 AE1267.The orthometric height was determined by differential leveling
 AE1267.and adjusted by the National Geodetic Survey in June 1991..
 AE1267
 AE1267.The geoid height was determined by GEOID03.
 AE1267
 AE1267.The dynamic height is computed by dividing the NAVD 88
 AE1267.geopotential number by the normal gravity value computed on the
 AE1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1267.degrees latitude (g = 980.6199 gals.).
 AE1267
 AE1267.The modeled gravity was interpolated from observed gravity values.
 AE1267
 AE1267;                    North         East    Units  Estimated Accuracy
 AE1267;SPC TX S     - 5,070,640.      286,740.      MT  (+/- 180 meters Scaled)
 AE1267
 AE1267                          SUPERSEDED SURVEY CONTROL
 AE1267
 AE1267.No superseded survey control is available for this station.
 AE1267
 AE1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ366094(NAD 83)
 AE1267_MARKER: I = METAL ROD
 AE1267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1267_SP_SET: STAINLESS STEEL ROD
 AE1267_STAMPING: J 1409 1981
 AE1267_MARK LOGO: NGS   
 AE1267_PROJECTION: FLUSH
 AE1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1267_ROD/PIPE-DEPTH: 4.9  meters
 AE1267
 AE1267  HISTORY     - Date     Condition        Report By
 AE1267  HISTORY     - 1981     MONUMENTED       NGS
 AE1267
 AE1267                          STATION DESCRIPTION
 AE1267
 AE1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1267'0.9 KM (0.55 MI) EAST FROM ALTO BONITO.
 AE1267'0.9 KM (0.55 MI) EAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AE1267'ROAD 2360 SOUTH AT ALTO BONITO, AT THE JUNCTION OF A PRIVATE DRIVE
 AE1267'LEADING SOUTH TO A MOBILE HOME, 18.6 METERS (61.0 FT) SOUTH OF THE
 AE1267'CENTER LINE OF THE HIGHWAY, 4.5 METERS (14.8 FT) WEST OF THE DRIVE,
 AE1267'1.8 METERS (6.0 FT) WEST OF A POWERLINE POLE WITH TWO GUY WIRES
 AE1267'SHARING A COMMON ANCHOR, 3.4 METERS (11.1 FT) EAST OF THE GUY WIRES
 AE1267'ANCHOR, AND 0.31 METERS (1.0 FT) NORTH OF A FENCE LINE.  NOTE, ROD
 AE1267'DRIVEN TO REFUSAL.
 AE1267'THE MARK IS 0.31 METERS  NE FROM A WITNESS POST.
 AE1267'THE MARK IS 0.31 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0291 ***********************************************************************
 EN0291  DESIGNATION -  J 141
 EN0291  PID         -  EN0291
 EN0291  STATE/COUNTY-  TX/FLOYD
 EN0291  USGS QUAD   -  LOCKNEY (1965)
 EN0291
 EN0291                         *CURRENT SURVEY CONTROL
 EN0291  ___________________________________________________________________
 EN0291* NAD 83(1986)-  34 04 45.     (N)    101 28 59.     (W)     SCALED    
 EN0291* NAVD 88     -       993.019  (meters)    3257.93   (feet)  POSTED    
 EN0291  ___________________________________________________________________
 EN0291  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EN0291  DYNAMIC HT  -         991.750 (meters)    3253.77  (feet)  COMP
 EN0291  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 EN0291
 EN0291  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0291
 EN0291.The horizontal coordinates were scaled from a topographic map and have
 EN0291.an estimated accuracy of +/- 6 seconds.
 EN0291
 EN0291.The orthometric height was determined by differential leveling
 EN0291.and adjusted by the National Geodetic Survey in 1992..
 EN0291.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0291.rate of 1.1 thru 2.0 mm/km.
 EN0291
 EN0291.The geoid height was determined by GEOID03.
 EN0291
 EN0291.The dynamic height is computed by dividing the NAVD 88
 EN0291.geopotential number by the normal gravity value computed on the
 EN0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0291.degrees latitude (g = 980.6199 gals.).
 EN0291
 EN0291.The modeled gravity was interpolated from observed gravity values.
 EN0291
 EN0291;                    North         East    Units  Estimated Accuracy
 EN0291;SPC TXNC     - 2,271,450.      324,700.      MT  (+/- 180 meters Scaled)
 EN0291
 EN0291                          SUPERSEDED SURVEY CONTROL
 EN0291
 EN0291  NGVD 29 (??/??/92)  992.644  (m)         3256.70   (f) ADJ UNCH    1 2
 EN0291
 EN0291.Superseded values are not recommended for survey control.
 EN0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0291.See file dsdata.txt to determine how the superseded data were derived.
 EN0291
 EN0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC708737(NAD 83)
 EN0291_MARKER: DB = BENCH MARK DISK
 EN0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0291_STAMPING: 3256.699 J 141 1933
 EN0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0291+STABILITY: SURFACE MOTION
 EN0291
 EN0291  HISTORY     - Date     Condition        Report By
 EN0291  HISTORY     - 1933     MONUMENTED       CGS
 EN0291  HISTORY     - 1958     GOOD             NGS
 EN0291
 EN0291                          STATION DESCRIPTION
 EN0291
 EN0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0291'4.3 MI SW FROM LOCKNEY.
 EN0291'4.3 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0291'THE STATION AT LOCKNEY, FLOYD COUNTY, ABOUT 37-1/4 RAILS SOUTH OF
 EN0291'MILEPOST L 317, ABOUT 15 RAILS SOUTH OF SIGN L 317.14, ABOUT 1-1/2
 EN0291'RAILS SOUTH OF A PRIVATEROAD CROSSING, 43 FEET EAST OF THE TRACK, AND
 EN0291'16 FEET SOUTH OF A GATE IN THE RIGHT-OF-WAY FENCE. A STANDARD DISK,
 EN0291'STAMPED 3256.699 J 141 1933 AND SET IN THE TOP OF A CONCRETE POST
 EN0291'PROJECTING ABOUT 3 INCHES ABOVE GROUND.  NOTE-- BM IS AT THE EAST EDGE
 EN0291'OF THE RAILROAD RIGHT OF WAY, SOUTH OF A PRIVATE ROAD CROSSING, AND
 EN0291'FLUSH WITH THE GROUND, THERE IS NO FENCE ALONG THE RIGHT OF WAY AT
 EN0291'THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0622 ***********************************************************************
 CC0622  DESIGNATION -  J 1410
 CC0622  PID         -  CC0622
 CC0622  STATE/COUNTY-  TX/WARD
 CC0622  USGS QUAD   -  GRANDFALLS (1981)
 CC0622
 CC0622                         *CURRENT SURVEY CONTROL
 CC0622  ___________________________________________________________________
 CC0622* NAD 83(1986)-  31 19 56.     (N)    102 50 53.     (W)     SCALED    
 CC0622* NAVD 88     -       740.096  (meters)    2428.13   (feet)  ADJUSTED  
 CC0622  ___________________________________________________________________
 CC0622  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CC0622  DYNAMIC HT  -         739.055 (meters)    2424.72  (feet)  COMP
 CC0622  MODELED GRAV-     979,209.2   (mgal)                       NAVD 88
 CC0622
 CC0622  VERT ORDER  -  FIRST     CLASS II
 CC0622
 CC0622.The horizontal coordinates were scaled from a topographic map and have
 CC0622.an estimated accuracy of +/- 6 seconds.
 CC0622
 CC0622.The orthometric height was determined by differential leveling
 CC0622.and adjusted by the National Geodetic Survey in June 1991..
 CC0622
 CC0622.The geoid height was determined by GEOID03.
 CC0622
 CC0622.The dynamic height is computed by dividing the NAVD 88
 CC0622.geopotential number by the normal gravity value computed on the
 CC0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0622.degrees latitude (g = 980.6199 gals.).
 CC0622
 CC0622.The modeled gravity was interpolated from observed gravity values.
 CC0622
 CC0622;                    North         East    Units  Estimated Accuracy
 CC0622;SPC TX C     - 3,187,340.      460,720.      MT  (+/- 180 meters Scaled)
 CC0622
 CC0622                          SUPERSEDED SURVEY CONTROL
 CC0622
 CC0622.No superseded survey control is available for this station.
 CC0622
 CC0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ047684(NAD 83)
 CC0622_MARKER: I = METAL ROD
 CC0622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0622_SP_SET: STAINLESS STEEL ROD
 CC0622_STAMPING: J 1410 1981
 CC0622_MARK LOGO: NGS   
 CC0622_PROJECTION: FLUSH
 CC0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0622_ROD/PIPE-DEPTH: 3.7  meters
 CC0622
 CC0622  HISTORY     - Date     Condition        Report By
 CC0622  HISTORY     - 1981     MONUMENTED       NGS
 CC0622
 CC0622                          STATION DESCRIPTION
 CC0622
 CC0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0622'0.9 KM (0.55 MI) SOUTH FROM GRANDFALLS.
 CC0622'0.9 KM (0.55 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0622'WITH STATE HIGHWAY 329 IN GRANDFALLS, 0.6 KM (0.4 MI) SOUTH OF THE
 CC0622'JUNCTION OF STATE HIGHWAY 11, 33.2 METERS (109.0 FT) NORTHEAST OF THE
 CC0622'NORTH END OF THE HEADWALL OF A CONCRETE CULVERT AND 14.7 METERS
 CC0622'(48.2 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=
 CC0622'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0622'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 CC0622'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0596 ***********************************************************************
 BP0596  DESIGNATION -  J 1411
 BP0596  PID         -  BP0596
 BP0596  STATE/COUNTY-  TX/PECOS
 BP0596  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0596
 BP0596                         *CURRENT SURVEY CONTROL
 BP0596  ___________________________________________________________________
 BP0596* NAD 83(1986)-  30 50 35.     (N)    102 50 52.     (W)     SCALED    
 BP0596* NAVD 88     -       942.674  (meters)    3092.76   (feet)  ADJUSTED  
 BP0596  ___________________________________________________________________
 BP0596  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 BP0596  DYNAMIC HT  -         941.224 (meters)    3088.00  (feet)  COMP
 BP0596  MODELED GRAV-     979,070.8   (mgal)                       NAVD 88
 BP0596
 BP0596  VERT ORDER  -  FIRST     CLASS II
 BP0596
 BP0596.The horizontal coordinates were scaled from a topographic map and have
 BP0596.an estimated accuracy of +/- 6 seconds.
 BP0596
 BP0596.The orthometric height was determined by differential leveling
 BP0596.and adjusted by the National Geodetic Survey in June 1991..
 BP0596
 BP0596.The geoid height was determined by GEOID03.
 BP0596
 BP0596.The dynamic height is computed by dividing the NAVD 88
 BP0596.geopotential number by the normal gravity value computed on the
 BP0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0596.degrees latitude (g = 980.6199 gals.).
 BP0596
 BP0596.The modeled gravity was interpolated from observed gravity values.
 BP0596
 BP0596;                    North         East    Units  Estimated Accuracy
 BP0596;SPC TX C     - 3,133,130.      459,520.      MT  (+/- 180 meters Scaled)
 BP0596
 BP0596                          SUPERSEDED SURVEY CONTROL
 BP0596
 BP0596.No superseded survey control is available for this station.
 BP0596
 BP0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ058141(NAD 83)
 BP0596_MARKER: I = METAL ROD
 BP0596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0596_SP_SET: STAINLESS STEEL ROD
 BP0596_STAMPING: J 1411 1981
 BP0596_MARK LOGO: NGS   
 BP0596_PROJECTION: FLUSH
 BP0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0596+STABILITY: POSITION/ELEVATION WELL
 BP0596_ROD/PIPE-DEPTH: 4.3  meters
 BP0596
 BP0596  HISTORY     - Date     Condition        Report By
 BP0596  HISTORY     - 1981     MONUMENTED       NGS
 BP0596
 BP0596                          STATION DESCRIPTION
 BP0596
 BP0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0596'6.1 KM (3.8 MI) SE FROM FORT STOCKTON.
 BP0596'6.1 KM (3.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0596'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON AND 18.2 METERS
 BP0596'(59.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 BP0596'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0596'THE MARK IS 0.4 METERS  NE FROM  A FENCE AND WITNESS POST
 BP0596'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0661 ***********************************************************************
 BP0661  DESIGNATION -  J 1412
 BP0661  PID         -  BP0661
 BP0661  STATE/COUNTY-  TX/TERRELL
 BP0661  USGS QUAD   -  MOFETA (1969)
 BP0661
 BP0661                         *CURRENT SURVEY CONTROL
 BP0661  ___________________________________________________________________
 BP0661* NAD 83(1986)-  30 03 28.     (N)    102 14 34.     (W)     SCALED    
 BP0661* NAVD 88     -       725.844  (meters)    2381.37   (feet)  ADJUSTED  
 BP0661  ___________________________________________________________________
 BP0661  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 BP0661  DYNAMIC HT  -         724.742 (meters)    2377.76  (feet)  COMP
 BP0661  MODELED GRAV-     979,100.0   (mgal)                       NAVD 88
 BP0661
 BP0661  VERT ORDER  -  FIRST     CLASS II
 BP0661
 BP0661.The horizontal coordinates were scaled from a topographic map and have
 BP0661.an estimated accuracy of +/- 6 seconds.
 BP0661
 BP0661.The orthometric height was determined by differential leveling
 BP0661.and adjusted by the National Geodetic Survey in June 1991..
 BP0661
 BP0661.The geoid height was determined by GEOID03.
 BP0661
 BP0661.The dynamic height is computed by dividing the NAVD 88
 BP0661.geopotential number by the normal gravity value computed on the
 BP0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0661.degrees latitude (g = 980.6199 gals.).
 BP0661
 BP0661.The modeled gravity was interpolated from observed gravity values.
 BP0661
 BP0661;                    North         East    Units  Estimated Accuracy
 BP0661;SPC TXSC     - 4,250,870.      287,360.      MT  (+/- 180 meters Scaled)
 BP0661
 BP0661                          SUPERSEDED SURVEY CONTROL
 BP0661
 BP0661.No superseded survey control is available for this station.
 BP0661
 BP0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP658283(NAD 83)
 BP0661_MARKER: DB = BENCH MARK DISK
 BP0661_SETTING: 66 = SET IN ROCK OUTCROP
 BP0661_SP_SET: ROCK OUTCROP
 BP0661_STAMPING: J 1412 1981
 BP0661_MARK LOGO: NGS   
 BP0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0661+STABILITY: POSITION/ELEVATION WELL
 BP0661
 BP0661  HISTORY     - Date     Condition        Report By
 BP0661  HISTORY     - 1981     MONUMENTED       NGS
 BP0661
 BP0661                          STATION DESCRIPTION
 BP0661
 BP0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0661'12.6 KM (7.85 MI) WEST FROM DRYDEN.
 BP0661'12.6 KM (7.85 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0661'IN DRYDEN, 0.2 KM (0.1 MI) WEST-NORTHWEST OF A ROAD LEADING NORTH, IN
 BP0661'A 9 BY 12 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 31.7 METERS
 BP0661'(104.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 9.6
 BP0661'METERS (31.5 FT) NORTH-NORTHEAST OF A FENCE.
 BP0661'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 BP0661'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0618 ***********************************************************************
 BP0618  DESIGNATION -  J 1414
 BP0618  PID         -  BP0618
 BP0618  STATE/COUNTY-  TX/PECOS
 BP0618  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0618
 BP0618                         *CURRENT SURVEY CONTROL
 BP0618  ___________________________________________________________________
 BP0618* NAD 83(1986)-  30 34 14.     (N)    102 34 09.     (W)     SCALED    
 BP0618* NAVD 88     -      1015.188  (meters)    3330.66   (feet)  ADJUSTED  
 BP0618  ___________________________________________________________________
 BP0618  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BP0618  DYNAMIC HT  -        1013.615 (meters)    3325.50  (feet)  COMP
 BP0618  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 BP0618
 BP0618  VERT ORDER  -  FIRST     CLASS II
 BP0618
 BP0618.The horizontal coordinates were scaled from a topographic map and have
 BP0618.an estimated accuracy of +/- 6 seconds.
 BP0618
 BP0618.The orthometric height was determined by differential leveling
 BP0618.and adjusted by the National Geodetic Survey in June 1991..
 BP0618
 BP0618.The geoid height was determined by GEOID03.
 BP0618
 BP0618.The dynamic height is computed by dividing the NAVD 88
 BP0618.geopotential number by the normal gravity value computed on the
 BP0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0618.degrees latitude (g = 980.6199 gals.).
 BP0618
 BP0618.The modeled gravity was interpolated from observed gravity values.
 BP0618
 BP0618;                    North         East    Units  Estimated Accuracy
 BP0618;SPC TX C     - 3,102,360.      485,550.      MT  (+/- 180 meters Scaled)
 BP0618
 BP0618                          SUPERSEDED SURVEY CONTROL
 BP0618
 BP0618.No superseded survey control is available for this station.
 BP0618
 BP0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP331845(NAD 83)
 BP0618_MARKER: DB = BENCH MARK DISK
 BP0618_SETTING: 66 = SET IN ROCK OUTCROP
 BP0618_SP_SET: ROCK OUTCROP
 BP0618_STAMPING: J 1414 1981
 BP0618_MARK LOGO: NGS   
 BP0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0618+STABILITY: POSITION/ELEVATION WELL
 BP0618
 BP0618  HISTORY     - Date     Condition        Report By
 BP0618  HISTORY     - 1981     MONUMENTED       NGS
 BP0618
 BP0618                          STATION DESCRIPTION
 BP0618
 BP0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0618'46.9 KM (29.15 MI) SE FROM FORT STOCKTON.
 BP0618'46.9 KM (29.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0618'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, IN THE CENTER OF
 BP0618'A 4 BY 16 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 54.3 METERS (178.1
 BP0618'FT) SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD LEADING EAST, 14.0
 BP0618'METERS (46.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 4.7
 BP0618'METERS (15.4 FT) SOUTHWEST OF A FENCE.
 BP0618'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BP0618'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0434 ***********************************************************************
 AZ0434  DESIGNATION -  J 1415
 AZ0434  PID         -  AZ0434
 AZ0434  STATE/COUNTY-  TX/VAL VERDE
 AZ0434  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0434
 AZ0434                         *CURRENT SURVEY CONTROL
 AZ0434  ___________________________________________________________________
 AZ0434* NAD 83(1986)-  29 33 29.     (N)    101 04 40.     (W)     SCALED    
 AZ0434* NAVD 88     -       397.177  (meters)    1303.07   (feet)  ADJUSTED  
 AZ0434  ___________________________________________________________________
 AZ0434  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AZ0434  DYNAMIC HT  -         396.598 (meters)    1301.17  (feet)  COMP
 AZ0434  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 AZ0434
 AZ0434  VERT ORDER  -  FIRST     CLASS II
 AZ0434
 AZ0434.The horizontal coordinates were scaled from a topographic map and have
 AZ0434.an estimated accuracy of +/- 6 seconds.
 AZ0434
 AZ0434.The orthometric height was determined by differential leveling
 AZ0434.and adjusted by the National Geodetic Survey in June 1991..
 AZ0434
 AZ0434.The geoid height was determined by GEOID03.
 AZ0434
 AZ0434.The dynamic height is computed by dividing the NAVD 88
 AZ0434.geopotential number by the normal gravity value computed on the
 AZ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0434.degrees latitude (g = 980.6199 gals.).
 AZ0434
 AZ0434.The modeled gravity was interpolated from observed gravity values.
 AZ0434
 AZ0434;                    North         East    Units  Estimated Accuracy
 AZ0434;SPC TXSC     - 4,192,930.      398,680.      MT  (+/- 180 meters Scaled)
 AZ0434
 AZ0434                          SUPERSEDED SURVEY CONTROL
 AZ0434
 AZ0434.No superseded survey control is available for this station.
 AZ0434
 AZ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT986716(NAD 83)
 AZ0434_MARKER: DB = BENCH MARK DISK
 AZ0434_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0434_SP_SET: ROCK OUTCROP
 AZ0434_STAMPING: J 1415 1981
 AZ0434_MARK LOGO: NGS   
 AZ0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0434+STABILITY: POSITION/ELEVATION WELL
 AZ0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0434+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0434
 AZ0434  HISTORY     - Date     Condition        Report By
 AZ0434  HISTORY     - 1981     MONUMENTED       NGS
 AZ0434  HISTORY     - 19990119 GOOD             USPSQD
 AZ0434  HISTORY     - 20030425 GOOD             USPSQD
 AZ0434
 AZ0434                          STATION DESCRIPTION
 AZ0434
 AZ0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0434'18.8 KM (11.65 MI) SE FROM COMSTOCK.
 AZ0434'18.8 KM (11.65 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0434'WITH STATE HIGHWAY 163 IN COMSTOCK, IN A 1 BY 3 FT EXPOSED AREA OF
 AZ0434'OUTCROPPING BEDROCK, 25.2 METERS (82.7 FT) EAST OF THE CENTERLINE OF
 AZ0434'THE WEST BOUND LANES OF THE HIGHWAY, 11.9 METERS (39.0 FT) SOUTH OF A
 AZ0434'UTILITY POLE, 3.0 METERS (10.0 FT) WEST OF THE CENTER OF A TRACK ROAD
 AZ0434'AND 1.3 METERS (4.4 FT) WEST OF A FENCE.
 AZ0434'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 AZ0434'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 AZ0434
 AZ0434                          STATION RECOVERY (1999)
 AZ0434
 AZ0434'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0434'RECOVERED IN GOOD CONDITION.
 AZ0434
 AZ0434                          STATION RECOVERY (2003)
 AZ0434
 AZ0434'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0410 ***********************************************************************
 AZ0410  DESIGNATION -  J 1416
 AZ0410  PID         -  AZ0410
 AZ0410  STATE/COUNTY-  TX/VAL VERDE
 AZ0410  USGS QUAD   -  ZUBERBUELER BEND NW (1972)
 AZ0410
 AZ0410                         *CURRENT SURVEY CONTROL
 AZ0410  ___________________________________________________________________
 AZ0410* NAD 83(1986)-  29 44 45.     (N)    101 23 05.     (W)     SCALED    
 AZ0410* NAVD 88     -       435.087  (meters)    1427.45   (feet)  ADJUSTED  
 AZ0410  ___________________________________________________________________
 AZ0410  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0410  DYNAMIC HT  -         434.454 (meters)    1425.37  (feet)  COMP
 AZ0410  MODELED GRAV-     979,173.0   (mgal)                       NAVD 88
 AZ0410
 AZ0410  VERT ORDER  -  FIRST     CLASS II
 AZ0410
 AZ0410.The horizontal coordinates were scaled from a topographic map and have
 AZ0410.an estimated accuracy of +/- 6 seconds.
 AZ0410
 AZ0410.The orthometric height was determined by differential leveling
 AZ0410.and adjusted by the National Geodetic Survey in June 1991..
 AZ0410
 AZ0410.The geoid height was determined by GEOID03.
 AZ0410
 AZ0410.The dynamic height is computed by dividing the NAVD 88
 AZ0410.geopotential number by the normal gravity value computed on the
 AZ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0410.degrees latitude (g = 980.6199 gals.).
 AZ0410
 AZ0410.The modeled gravity was interpolated from observed gravity values.
 AZ0410
 AZ0410;                    North         East    Units  Estimated Accuracy
 AZ0410;SPC TXSC     - 4,214,310.      369,370.      MT  (+/- 180 meters Scaled)
 AZ0410
 AZ0410                          SUPERSEDED SURVEY CONTROL
 AZ0410
 AZ0410.No superseded survey control is available for this station.
 AZ0410
 AZ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT693930(NAD 83)
 AZ0410_MARKER: DB = BENCH MARK DISK
 AZ0410_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0410_SP_SET: ROCK OUTCROP
 AZ0410_STAMPING: J 1416 1981
 AZ0410_MARK LOGO: NGS   
 AZ0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0410+STABILITY: POSITION/ELEVATION WELL
 AZ0410
 AZ0410  HISTORY     - Date     Condition        Report By
 AZ0410  HISTORY     - 1981     MONUMENTED       NGS
 AZ0410  HISTORY     - 19990120 GOOD             USPSQD
 AZ0410
 AZ0410                          STATION DESCRIPTION
 AZ0410
 AZ0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0410'23.3 KM (14.5 MI) SE FROM LANGTRY.
 AZ0410'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0410'OFFICE IN LANGTRY, THENCE 22.0 KM (13.7 MI) SOUTHEAST ALONG U.S.
 AZ0410'HIGHWAY 90, OR 23.5 KM (14.6 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM
 AZ0410'ITS JUNCTION WITH STATE HIGHWAY 163 IN COMSTOCK, IN A 4 BY 4 FT
 AZ0410'EXPOSED AREA OF OUTCROPPING BEDROCK, 54.9 METERS (180.1 FT) NORTHWEST
 AZ0410'OF A WINDMILL, 20.4 METERS (66.9 FT) EAST-NORTHEAST OF THE
 AZ0410'CENTERLINE OF THE HIGHWAY AND 10.3 METERS (33.8 FT) WEST-SOUTHWEST
 AZ0410'OF A FENCE.
 AZ0410'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AZ0410'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 AZ0410
 AZ0410                          STATION RECOVERY (1999)
 AZ0410
 AZ0410'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0640 ***********************************************************************
 BP0640  DESIGNATION -  J 1417
 BP0640  PID         -  BP0640
 BP0640  STATE/COUNTY-  TX/TERRELL
 BP0640  USGS QUAD   -  SANDERSON (1969)
 BP0640
 BP0640                         *CURRENT SURVEY CONTROL
 BP0640  ___________________________________________________________________
 BP0640* NAD 83(1986)-  30 14 54.     (N)    102 26 39.     (W)     SCALED    
 BP0640* NAVD 88     -      1001.603  (meters)    3286.09   (feet)  ADJUSTED  
 BP0640  ___________________________________________________________________
 BP0640  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 BP0640  DYNAMIC HT  -        1000.044 (meters)    3280.98  (feet)  COMP
 BP0640  MODELED GRAV-     979,051.6   (mgal)                       NAVD 88
 BP0640
 BP0640  VERT ORDER  -  FIRST     CLASS II
 BP0640
 BP0640.The horizontal coordinates were scaled from a topographic map and have
 BP0640.an estimated accuracy of +/- 6 seconds.
 BP0640
 BP0640.The orthometric height was determined by differential leveling
 BP0640.and adjusted by the National Geodetic Survey in June 1991..
 BP0640
 BP0640.The geoid height was determined by GEOID03.
 BP0640
 BP0640.The dynamic height is computed by dividing the NAVD 88
 BP0640.geopotential number by the normal gravity value computed on the
 BP0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0640.degrees latitude (g = 980.6199 gals.).
 BP0640
 BP0640.The modeled gravity was interpolated from observed gravity values.
 BP0640
 BP0640;                    North         East    Units  Estimated Accuracy
 BP0640;SPC TXSC     - 4,272,540.      268,570.      MT  (+/- 180 meters Scaled)
 BP0640
 BP0640                          SUPERSEDED SURVEY CONTROL
 BP0640
 BP0640.No superseded survey control is available for this station.
 BP0640
 BP0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP459490(NAD 83)
 BP0640_MARKER: DB = BENCH MARK DISK
 BP0640_SETTING: 66 = SET IN ROCK OUTCROP
 BP0640_SP_SET: ROCK OUTCROP
 BP0640_STAMPING: J 1417 1981
 BP0640_MARK LOGO: NGS   
 BP0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0640+STABILITY: POSITION/ELEVATION WELL
 BP0640
 BP0640  HISTORY     - Date     Condition        Report By
 BP0640  HISTORY     - 1981     MONUMENTED       NGS
 BP0640
 BP0640                          STATION DESCRIPTION
 BP0640
 BP0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0640'12.8 KM (7.95 MI) NNW FROM SANDERSON.
 BP0640'12.8 KM (7.95 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0640'WITH U.S. HIGHWAY 90 IN SANDERSON, IN A 20 BY 75 FT EXPOSED AREA OF
 BP0640'OUTCROPPING BEDROCK, 20.1 METERS (65.9 FT) WEST-SOUTHWEST OF THE
 BP0640'CENTERLINE OF THE HIGHWAY, 16.5 METERS (54.1 FT) SOUTH OF THE
 BP0640'SOUTHWEST CORNER OF A BOX CULVERT AND 0.9 METERS (3.0 FT)
 BP0640'EAST-NORTHEAST OF A FENCE.
 BP0640'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 BP0640'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0382 ***********************************************************************
 AZ0382  DESIGNATION -  J 1418
 AZ0382  PID         -  AZ0382
 AZ0382  STATE/COUNTY-  TX/TERRELL
 AZ0382  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0382
 AZ0382                         *CURRENT SURVEY CONTROL
 AZ0382  ___________________________________________________________________
 AZ0382* NAD 83(1986)-  29 54 05.     (N)    101 50 48.     (W)     SCALED    
 AZ0382* NAVD 88     -       513.937  (meters)    1686.14   (feet)  ADJUSTED  
 AZ0382  ___________________________________________________________________
 AZ0382  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AZ0382  DYNAMIC HT  -         513.174 (meters)    1683.64  (feet)  COMP
 AZ0382  MODELED GRAV-     979,141.9   (mgal)                       NAVD 88
 AZ0382
 AZ0382  VERT ORDER  -  FIRST     CLASS II
 AZ0382
 AZ0382.The horizontal coordinates were scaled from a topographic map and have
 AZ0382.an estimated accuracy of +/- 6 seconds.
 AZ0382
 AZ0382.The orthometric height was determined by differential leveling
 AZ0382.and adjusted by the National Geodetic Survey in June 1991..
 AZ0382
 AZ0382.The geoid height was determined by GEOID03.
 AZ0382
 AZ0382.The dynamic height is computed by dividing the NAVD 88
 AZ0382.geopotential number by the normal gravity value computed on the
 AZ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0382.degrees latitude (g = 980.6199 gals.).
 AZ0382
 AZ0382.The modeled gravity was interpolated from observed gravity values.
 AZ0382
 AZ0382;                    North         East    Units  Estimated Accuracy
 AZ0382;SPC TXSC     - 4,232,540.      325,120.      MT  (+/- 180 meters Scaled)
 AZ0382
 AZ0382                          SUPERSEDED SURVEY CONTROL
 AZ0382
 AZ0382.No superseded survey control is available for this station.
 AZ0382
 AZ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU251112(NAD 83)
 AZ0382_MARKER: DB = BENCH MARK DISK
 AZ0382_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0382_SP_SET: ROCK OUTCROP
 AZ0382_STAMPING: J 1418 1981
 AZ0382_MARK LOGO: NGS   
 AZ0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0382+STABILITY: POSITION/ELEVATION WELL
 AZ0382
 AZ0382  HISTORY     - Date     Condition        Report By
 AZ0382  HISTORY     - 1981     MONUMENTED       NGS
 AZ0382
 AZ0382                          STATION DESCRIPTION
 AZ0382
 AZ0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0382'32.2 KM (20.0 MI) SE FROM DRYDEN.
 AZ0382'32.2 KM (20.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST
 AZ0382'OFFICE IN DRYDEN, OR 1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY
 AZ0382'LOOP 25 FROM THE POST OFFICE IN LANGTRY, THENCE 31.7 KM (19.7 MI)
 AZ0382'WESTERLY ALONG U.S. HIGHWAY 90,  0.6 KM (0.35 MI) WEST OF A
 AZ0382'TRACK ROAD LEADING NORTH, 20.7 METERS (67.9 FT) SOUTH OF A FENCE, 17.1
 AZ0382'METERS (56.1 FT) WEST OF THE EAST END OF A HIGHWAY CUT AND 10.1 METERS
 AZ0382'(33.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 AZ0382'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AZ0382'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0764 ***********************************************************************
 BP0764  DESIGNATION -  J 1419
 BP0764  PID         -  BP0764
 BP0764  STATE/COUNTY-  TX/TERRELL
 BP0764  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0764
 BP0764                         *CURRENT SURVEY CONTROL
 BP0764  ___________________________________________________________________
 BP0764* NAD 83(1986)-  30 08 05.     (N)    102 33 49.     (W)     SCALED    
 BP0764* NAVD 88     -       974.952  (meters)    3198.66   (feet)  ADJUSTED  
 BP0764  ___________________________________________________________________
 BP0764  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 BP0764  DYNAMIC HT  -         973.423 (meters)    3193.64  (feet)  COMP
 BP0764  MODELED GRAV-     979,040.1   (mgal)                       NAVD 88
 BP0764
 BP0764  VERT ORDER  -  FIRST     CLASS II
 BP0764
 BP0764.The horizontal coordinates were scaled from a topographic map and have
 BP0764.an estimated accuracy of +/- 6 seconds.
 BP0764
 BP0764.The orthometric height was determined by differential leveling
 BP0764.and adjusted by the National Geodetic Survey in June 1991..
 BP0764
 BP0764.The geoid height was determined by GEOID03.
 BP0764
 BP0764.The dynamic height is computed by dividing the NAVD 88
 BP0764.geopotential number by the normal gravity value computed on the
 BP0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0764.degrees latitude (g = 980.6199 gals.).
 BP0764
 BP0764.The modeled gravity was interpolated from observed gravity values.
 BP0764
 BP0764;                    North         East    Units  Estimated Accuracy
 BP0764;SPC TXSC     - 4,260,290.      256,690.      MT  (+/- 180 meters Scaled)
 BP0764
 BP0764                          SUPERSEDED SURVEY CONTROL
 BP0764
 BP0764.No superseded survey control is available for this station.
 BP0764
 BP0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP347362(NAD 83)
 BP0764_MARKER: DB = BENCH MARK DISK
 BP0764_SETTING: 66 = SET IN ROCK OUTCROP
 BP0764_SP_SET: ROCK OUTCROP
 BP0764_STAMPING: J 1419 1981
 BP0764_MARK LOGO: NGS   
 BP0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0764+STABILITY: POSITION/ELEVATION WELL
 BP0764
 BP0764  HISTORY     - Date     Condition        Report By
 BP0764  HISTORY     - 1981     MONUMENTED       NGS
 BP0764
 BP0764                          STATION DESCRIPTION
 BP0764
 BP0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0764'18.6 KM (11.55 MI) WEST FROM SANDERSON.
 BP0764'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0764'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 18.4 KM (11.45 MI)
 BP0764'WESTERLY ALONG U.S. HIGHWAY 90, AT A HIGHWAY CUT BANK AND FIELD ROAD
 BP0764'ENTRANCE, 0.3 KM (0.2 MI) EAST OF THE TERRELL-PECOS COUNTY LINE, IN AN
 BP0764'EXPOSED AREA OF BEDROCK, 33.5 METERS (109.9 FT) SOUTHWEST OF A FIELD
 BP0764'ENTRANCE, 15.9 METERS (52.2 FT) SOUTH OF A FENCE, 14.6 METERS (47.9
 BP0764'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 8.2 METERS (26.9 FT)
 BP0764'WEST OF THE EAST END OF THE CUT BANK.
 BP0764'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BP0764'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0017 ***********************************************************************
 DQ0017  DESIGNATION -  J 142
 DQ0017  PID         -  DQ0017
 DQ0017  STATE/COUNTY-  TX/LUBBOCK
 DQ0017  USGS QUAD   -  WOLFFORTH (1985)
 DQ0017
 DQ0017                         *CURRENT SURVEY CONTROL
 DQ0017  ___________________________________________________________________
 DQ0017* NAD 83(1986)-  33 30 38.     (N)    102 00 35.     (W)     SCALED    
 DQ0017* NAVD 88     -      1010.849  (meters)    3316.43   (feet)  ADJUSTED  
 DQ0017  ___________________________________________________________________
 DQ0017  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 DQ0017  DYNAMIC HT  -        1009.536 (meters)    3312.12  (feet)  COMP
 DQ0017  MODELED GRAV-     979,304.0   (mgal)                       NAVD 88
 DQ0017
 DQ0017  VERT ORDER  -  FIRST     CLASS II
 DQ0017
 DQ0017.The horizontal coordinates were scaled from a topographic map and have
 DQ0017.an estimated accuracy of +/- 6 seconds.
 DQ0017
 DQ0017.The orthometric height was determined by differential leveling
 DQ0017.and adjusted by the National Geodetic Survey in June 1991..
 DQ0017
 DQ0017.The geoid height was determined by GEOID03.
 DQ0017
 DQ0017.The dynamic height is computed by dividing the NAVD 88
 DQ0017.geopotential number by the normal gravity value computed on the
 DQ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0017.degrees latitude (g = 980.6199 gals.).
 DQ0017
 DQ0017.The modeled gravity was interpolated from observed gravity values.
 DQ0017
 DQ0017;                    North         East    Units  Estimated Accuracy
 DQ0017;SPC TXNC     - 2,209,920.      274,000.      MT  (+/- 180 meters Scaled)
 DQ0017
 DQ0017                          SUPERSEDED SURVEY CONTROL
 DQ0017
 DQ0017  NGVD 29 (??/??/92) 1010.478  (m)         3315.21   (f) ADJ UNCH    1 2
 DQ0017
 DQ0017.Superseded values are not recommended for survey control.
 DQ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0017.See file dsdata.txt to determine how the superseded data were derived.
 DQ0017
 DQ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT777118(NAD 83)
 DQ0017_MARKER: DB = BENCH MARK DISK
 DQ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0017_STAMPING: J 142 1933
 DQ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0017+STABILITY: SURFACE MOTION
 DQ0017
 DQ0017  HISTORY     - Date     Condition        Report By
 DQ0017  HISTORY     - 1933     MONUMENTED       CGS
 DQ0017  HISTORY     - 1956     MARK NOT FOUND   NGS
 DQ0017
 DQ0017                          STATION DESCRIPTION
 DQ0017
 DQ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DQ0017'0.2 MI NE FROM WOLFFORTH.
 DQ0017'0.2 MILE NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0017'STATION AT WOLFFORTH, LUBBOCK COUNTY, ABOUT 45 FEET NORTHWEST OF
 DQ0017'MILEPOST 11, ABOUT 38 RAILS NORTHEAST OF THE STATION, ABOUT 5 RAILS
 DQ0017'SOUTHWEST OF A PUBLIC-ROAD CROSSING, 84 FEET NORTHWEST OF THE TRACK,
 DQ0017'AND 13 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 DQ0017'STAMPED 3315.210 J 142 1933 AND SET IN THE TOP OF A CONCRETE POST
 DQ0017'PROJECTING ABOUT 4 INCHES ABOVE GROUND.  NOTE-- DESCRIPTION BY RAILS
 DQ0017'TENDS TO SHOW THAT PRESENT MILEPOST IS NOT ORIGINAL ONE REFERRED TO.
 DQ0017'DISTANCE FROM TRACK 84 AND RIGHT OF WAY FENCE 13 TOTALS 97.  RIGHT OF
 DQ0017'WAY FENCE IS 100 FEET FROM TRACK.  ABOUT TWO FEET OF BLOW SAND COVERS
 DQ0017'THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1301 ***********************************************************************
 AE1301  DESIGNATION -  J 1420
 AE1301  PID         -  AE1301
 AE1301  STATE/COUNTY-  TX/STARR
 AE1301  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1301
 AE1301                         *CURRENT SURVEY CONTROL
 AE1301  ___________________________________________________________________
 AE1301* NAD 83(1986)-  26 28 26.     (N)    099 02 43.     (W)     SCALED    
 AE1301* NAVD 88     -        99.028  (meters)     324.89   (feet)  ADJUSTED  
 AE1301  ___________________________________________________________________
 AE1301  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AE1301  DYNAMIC HT  -          98.865 (meters)     324.36  (feet)  COMP
 AE1301  MODELED GRAV-     979,003.1   (mgal)                       NAVD 88
 AE1301
 AE1301  VERT ORDER  -  FIRST     CLASS II
 AE1301
 AE1301.The horizontal coordinates were scaled from a topographic map and have
 AE1301.an estimated accuracy of +/- 6 seconds.
 AE1301
 AE1301.The orthometric height was determined by differential leveling
 AE1301.and adjusted by the National Geodetic Survey in June 1991..
 AE1301
 AE1301.The geoid height was determined by GEOID03.
 AE1301
 AE1301.The dynamic height is computed by dividing the NAVD 88
 AE1301.geopotential number by the normal gravity value computed on the
 AE1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1301.degrees latitude (g = 980.6199 gals.).
 AE1301
 AE1301.The modeled gravity was interpolated from observed gravity values.
 AE1301
 AE1301;                    North         East    Units  Estimated Accuracy
 AE1301;SPC TX S     - 5,089,550.      245,630.      MT  (+/- 180 meters Scaled)
 AE1301
 AE1301                          SUPERSEDED SURVEY CONTROL
 AE1301
 AE1301.No superseded survey control is available for this station.
 AE1301
 AE1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ954281(NAD 83)
 AE1301_MARKER: I = METAL ROD
 AE1301_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1301_SP_SET: STAINLESS STEEL ROD
 AE1301_STAMPING: J 1420 1981
 AE1301_MARK LOGO: NGS   
 AE1301_PROJECTION: RECESSED 3 CENTIMETERS
 AE1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1301_ROD/PIPE-DEPTH: 6.1  meters
 AE1301
 AE1301  HISTORY     - Date     Condition        Report By
 AE1301  HISTORY     - 1981     MONUMENTED       NGS
 AE1301
 AE1301                          STATION DESCRIPTION
 AE1301
 AE1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1301'7.7 KM (4.8 MI) NNW FROM ROMA.
 AE1301'7.7 KM (4.8 MI) NORTH NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST
 AE1301'OFFICE IN ROMA ABOUT 0.08 KM (0.05 MI) SOUTHEAST OF A TWO CHANNEL BOX
 AE1301'CULVERT HEADWALL, 14.9 KM (48.8 FT) SOUTHWEST OF CENTERLINE OF
 AE1301'HIGHWAY, 0.30 METERS (1.0 FT) NORTHEAST OF FENCE LINE, AND 1.8 METERS
 AE1301'(5.8 FT) NORTHWEST OF A POWERLINE POLE.
 AE1301'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AE1301'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1226 ***********************************************************************
 AE1226  DESIGNATION -  J 1421
 AE1226  PID         -  AE1226
 AE1226  STATE/COUNTY-  TX/HIDALGO
 AE1226  USGS QUAD   -  PHARR (1983)
 AE1226
 AE1226                         *CURRENT SURVEY CONTROL
 AE1226  ___________________________________________________________________
 AE1226* NAD 83(1986)-  26 11 34.     (N)    098 10 32.     (W)     SCALED    
 AE1226* NAVD 88     -        34.150  (meters)     112.04   (feet)  ADJUSTED  
 AE1226  ___________________________________________________________________
 AE1226  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AE1226  DYNAMIC HT  -          34.094 (meters)     111.86  (feet)  COMP
 AE1226  MODELED GRAV-     978,996.0   (mgal)                       NAVD 88
 AE1226
 AE1226  VERT ORDER  -  FIRST     CLASS II
 AE1226
 AE1226.The horizontal coordinates were scaled from a topographic map and have
 AE1226.an estimated accuracy of +/- 6 seconds.
 AE1226
 AE1226.The orthometric height was determined by differential leveling
 AE1226.and adjusted by the National Geodetic Survey in June 1991..
 AE1226
 AE1226.The geoid height was determined by GEOID03.
 AE1226
 AE1226.The dynamic height is computed by dividing the NAVD 88
 AE1226.geopotential number by the normal gravity value computed on the
 AE1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1226.degrees latitude (g = 980.6199 gals.).
 AE1226
 AE1226.The modeled gravity was interpolated from observed gravity values.
 AE1226
 AE1226;                    North         East    Units  Estimated Accuracy
 AE1226;SPC TX S     - 5,058,330.      332,430.      MT  (+/- 180 meters Scaled)
 AE1226
 AE1226                          SUPERSEDED SURVEY CONTROL
 AE1226
 AE1226.No superseded survey control is available for this station.
 AE1226
 AE1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP823972(NAD 83)
 AE1226_MARKER: I = METAL ROD
 AE1226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1226_SP_SET: STAINLESS STEEL ROD
 AE1226_STAMPING: J 1421 1981
 AE1226_MARK LOGO: NGS   
 AE1226_PROJECTION: RECESSED 2 CENTIMETERS
 AE1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1226_ROD/PIPE-DEPTH: 8.53 meters
 AE1226
 AE1226  HISTORY     - Date     Condition        Report By
 AE1226  HISTORY     - 1981     MONUMENTED       NGS
 AE1226
 AE1226                          STATION DESCRIPTION
 AE1226
 AE1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1226'IN PHARR.
 AE1226'IN PHARR, 1.0 KM (0.6 MI) EAST ALONG U.S. HIGHWAY 83 BUSINESS FROM THE
 AE1226'JUNCTION OF FARM ROAD 336, AT THE PSJA NINTH SCHOOL, BETWEEN FIR
 AE1226'STREET AND GUMWOOD STREET, 39.6 METERS (130.0 FT) SOUTH OF THE CENTER
 AE1226'OF THE HIGHWAY, 75.1 (246.5 FT) WEST OF THE CENTER OF GUMWOOD STREET,
 AE1226'110.6 METERS (363.0 FT) EAST OF THE CENTER OF FIR STREET, 36.3 METERS
 AE1226'(119.0 FT) WEST NORTHWEST OF THE NORTHEAST CORNER OF THE SCHOOL,
 AE1226'28.0 METERS (91.9 FT) EAST NORTHEAST OF THE NORTHWEST CORNER OF THE
 AE1226'SCHOOL, 3.5 METERS (11.4 FT) SOUTH OF THE SOUTH EDGE, 3.3  METERS
 AE1226'(10.7 FT) SOUTH OF A RESERVED FOR HANDICAPPED SIGN, 4.2 METERS
 AE1226'(13.9 FT) WEST OF THE CENTER OF A NORTH SOUTH SIDEWALK LEADING TO THE
 AE1226'MAIN EXIT, AND 1.2 METERS (4.0 FT) EAST OF A FLAGPOLE.  NOTE, ROD
 AE1226'DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1098 ***********************************************************************
 AJ1098  DESIGNATION -  J 1422
 AJ1098  PID         -  AJ1098
 AJ1098  STATE/COUNTY-  TX/WEBB
 AJ1098  USGS QUAD   -  LAREDO WEST (1980)
 AJ1098
 AJ1098                         *CURRENT SURVEY CONTROL
 AJ1098  ___________________________________________________________________
 AJ1098* NAD 83(1986)-  27 31 24.     (N)    099 31 02.     (W)     SCALED    
 AJ1098* NAVD 88     -       127.993  (meters)     419.92   (feet)  ADJUSTED  
 AJ1098  ___________________________________________________________________
 AJ1098  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ1098  DYNAMIC HT  -         127.791 (meters)     419.26  (feet)  COMP
 AJ1098  MODELED GRAV-     979,066.6   (mgal)                       NAVD 88
 AJ1098
 AJ1098  VERT ORDER  -  FIRST     CLASS II
 AJ1098
 AJ1098.The horizontal coordinates were scaled from a topographic map and have
 AJ1098.an estimated accuracy of +/- 6 seconds.
 AJ1098
 AJ1098.The orthometric height was determined by differential leveling
 AJ1098.and adjusted by the National Geodetic Survey in June 1991..
 AJ1098
 AJ1098.The geoid height was determined by GEOID03.
 AJ1098
 AJ1098.The dynamic height is computed by dividing the NAVD 88
 AJ1098.geopotential number by the normal gravity value computed on the
 AJ1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1098.degrees latitude (g = 980.6199 gals.).
 AJ1098
 AJ1098.The modeled gravity was interpolated from observed gravity values.
 AJ1098
 AJ1098;                    North         East    Units  Estimated Accuracy
 AJ1098;SPC TX S     - 5,206,110.      199,520.      MT  (+/- 180 meters Scaled)
 AJ1098
 AJ1098                          SUPERSEDED SURVEY CONTROL
 AJ1098
 AJ1098.No superseded survey control is available for this station.
 AJ1098
 AJ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR489445(NAD 83)
 AJ1098_MARKER: I = METAL ROD
 AJ1098_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1098_SP_SET: STAINLESS STEEL ROD
 AJ1098_STAMPING: J 1422 1981
 AJ1098_MARK LOGO: NGS   
 AJ1098_PROJECTION: RECESSED 3 CENTIMETERS
 AJ1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1098_ROD/PIPE-DEPTH: 9.8  meters
 AJ1098
 AJ1098  HISTORY     - Date     Condition        Report By
 AJ1098  HISTORY     - 1981     MONUMENTED       NGS
 AJ1098  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AJ1098
 AJ1098                          STATION DESCRIPTION
 AJ1098
 AJ1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1098'IN LAREDO.
 AJ1098'IN LAREDO 1.9 KM (1.2 M) NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 AJ1098'FROM THE RAILROAD STATION IN LAREDO, AT THE JEFFERSON STREET CROSSING
 AJ1098'6.9 METERS (22.5 FT) WEST OF THE WEST RAIL OF THE WESTERNMOST ONE OF
 AJ1098'FOUR TRACKS, 7.3 METERS (24.0 FT) SOUTH OF THE CENTER OF JEFFERSON
 AJ1098'STREET 10.4 METERS (34.0 FT) EAST OF THE CENTER OF GATE LEADING TO
 AJ1098'HINOJOSA CALZADO WAREHOUSE, 2.3 METERS (7.7 FT) WEST OF A CORNER FENCE
 AJ1098'POST 1.2 METERS (4.0 FT) WEST OF A POWER POLE WITH A LIGHT, 0.61 METER
 AJ1098'(2.0 FT) NORTH OF AN EAST-WEST FENCE, 16.2 METERS (53.0 FT) NORTH OF
 AJ1098'CENTER OF DOOR AT NORTH ENTRANCE TO WAREHOUSE OFFICE.
 AJ1098'THE MARK IS 9.58 METERS  NW FROM A WITNESS POST.
 AJ1098'THE MARK IS ABOVE LEVEL WITH JEFFERSON STREET.
 AJ1098
 AJ1098                          STATION RECOVERY (2002)
 AJ1098
 AJ1098'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0684 ***********************************************************************
 BP0684  DESIGNATION -  J 1426
 BP0684  PID         -  BP0684
 BP0684  STATE/COUNTY-  TX/PECOS
 BP0684  USGS QUAD   -  SADDLE BUTTE (1970)
 BP0684
 BP0684                         *CURRENT SURVEY CONTROL
 BP0684  ___________________________________________________________________
 BP0684* NAD 83(1986)-  30 54 58.     (N)    102 36 48.     (W)     SCALED    
 BP0684* NAVD 88     -       874.072  (meters)    2867.68   (feet)  ADJUSTED  
 BP0684  ___________________________________________________________________
 BP0684  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 BP0684  DYNAMIC HT  -         872.764 (meters)    2863.39  (feet)  COMP
 BP0684  MODELED GRAV-     979,114.7   (mgal)                       NAVD 88
 BP0684
 BP0684  VERT ORDER  -  FIRST     CLASS II
 BP0684
 BP0684.The horizontal coordinates were scaled from a topographic map and have
 BP0684.an estimated accuracy of +/- 6 seconds.
 BP0684
 BP0684.The orthometric height was determined by differential leveling
 BP0684.and adjusted by the National Geodetic Survey in June 1991..
 BP0684
 BP0684.The geoid height was determined by GEOID03.
 BP0684
 BP0684.The dynamic height is computed by dividing the NAVD 88
 BP0684.geopotential number by the normal gravity value computed on the
 BP0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0684.degrees latitude (g = 980.6199 gals.).
 BP0684
 BP0684.The modeled gravity was interpolated from observed gravity values.
 BP0684
 BP0684;                    North         East    Units  Estimated Accuracy
 BP0684;SPC TX C     - 3,140,740.      482,100.      MT  (+/- 180 meters Scaled)
 BP0684
 BP0684                          SUPERSEDED SURVEY CONTROL
 BP0684
 BP0684.No superseded survey control is available for this station.
 BP0684
 BP0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ280227(NAD 83)
 BP0684_MARKER: I = METAL ROD
 BP0684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0684_SP_SET: STAINLESS STEEL ROD
 BP0684_STAMPING: J 1426 1981
 BP0684_MARK LOGO: NGS   
 BP0684_PROJECTION: FLUSH
 BP0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0684_ROD/PIPE-DEPTH: 3.4  meters
 BP0684
 BP0684  HISTORY     - Date     Condition        Report By
 BP0684  HISTORY     - 1981     MONUMENTED       NGS
 BP0684
 BP0684                          STATION DESCRIPTION
 BP0684
 BP0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0684'26.5 KM (16.45 MI) NE FROM FORT STOCKTON.
 BP0684'20.8 KM (12.9 MI) EAST ALONG U.S. HIGHWAYS 67, 290 AND 385 FROM ITS
 BP0684'JUNCTION WITH U.S. HIGHWAY 285 IN FORT STOCKTON, THENCE 5.7 KM (3.55
 BP0684'MI) NORTHEAST ALONG U.S. HIGHWAY 67 AND 385, OR 27.5 KM (17.1 MI)
 BP0684'SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS JUNCTION WITH STATE
 BP0684'HIGHWAY 11 IN GIRVIN AND 21.6 METERS (70.9 FT) EAST-SOUTHEAST OF THE
 BP0684'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 BP0684'A 5-INCH LOGO CAP.
 BP0684'THE MARK IS 0.3 METERS  WNW FROM  A FENCE AND WITNESS POST
 BP0684'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0660 ***********************************************************************
 CC0660  DESIGNATION -  J 1427
 CC0660  PID         -  CC0660
 CC0660  STATE/COUNTY-  TX/UPTON
 CC0660  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0660
 CC0660                         *CURRENT SURVEY CONTROL
 CC0660  ___________________________________________________________________
 CC0660* NAD 83(1986)-  31 07 43.     (N)    102 14 52.     (W)     SCALED    
 CC0660* NAVD 88     -       737.179  (meters)    2418.56   (feet)  ADJUSTED  
 CC0660  ___________________________________________________________________
 CC0660  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CC0660  DYNAMIC HT  -         736.121 (meters)    2415.09  (feet)  COMP
 CC0660  MODELED GRAV-     979,181.7   (mgal)                       NAVD 88
 CC0660
 CC0660  VERT ORDER  -  FIRST     CLASS II
 CC0660
 CC0660.The horizontal coordinates were scaled from a topographic map and have
 CC0660.an estimated accuracy of +/- 6 seconds.
 CC0660
 CC0660.The orthometric height was determined by differential leveling
 CC0660.and adjusted by the National Geodetic Survey in June 1991..
 CC0660
 CC0660.The geoid height was determined by GEOID03.
 CC0660
 CC0660.The dynamic height is computed by dividing the NAVD 88
 CC0660.geopotential number by the normal gravity value computed on the
 CC0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0660.degrees latitude (g = 980.6199 gals.).
 CC0660
 CC0660.The modeled gravity was interpolated from observed gravity values.
 CC0660
 CC0660;                    North         East    Units  Estimated Accuracy
 CC0660;SPC TX C     - 3,163,640.      517,440.      MT  (+/- 180 meters Scaled)
 CC0660
 CC0660                          SUPERSEDED SURVEY CONTROL
 CC0660
 CC0660.No superseded survey control is available for this station.
 CC0660
 CC0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ624471(NAD 83)
 CC0660_MARKER: I = METAL ROD
 CC0660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0660_SP_SET: STAINLESS STEEL ROD
 CC0660_STAMPING: J 1427 1981
 CC0660_MARK LOGO: NGS   
 CC0660_PROJECTION: FLUSH
 CC0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0660_ROD/PIPE-DEPTH: 4.9  meters
 CC0660
 CC0660  HISTORY     - Date     Condition        Report By
 CC0660  HISTORY     - 1981     MONUMENTED       NGS
 CC0660  HISTORY     - 20010217 GOOD             USPSQD
 CC0660
 CC0660                          STATION DESCRIPTION
 CC0660
 CC0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0660'2.5 KM (1.55 MI) SW FROM MCCAMEY.
 CC0660'2.5 KM (1.55 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FORM ITS
 CC0660'JUNCTION WITH FARM ROAD 305 IN MCCAMEY, 29.7 METERS (97.4 FT)
 CC0660'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 17.6 METERS (57.7 FT)
 CC0660'EAST-NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CC0660'THROUGH A 5-INCH LOGO CAP.
 CC0660'THE MARK IS 0.4 METERS  SSE FROM  A FENCE AND WITNESS POST
 CC0660'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0660
 CC0660                          STATION RECOVERY (2001)
 CC0660
 CC0660'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0679 ***********************************************************************
 CB0679  DESIGNATION -  J 1428
 CB0679  PID         -  CB0679
 CB0679  STATE/COUNTY-  TX/REAGAN
 CB0679  USGS QUAD   -  TEXON (1970)
 CB0679
 CB0679                         *CURRENT SURVEY CONTROL
 CB0679  ___________________________________________________________________
 CB0679* NAD 83(1986)-  31 13 50.     (N)    101 42 04.     (W)     SCALED    
 CB0679* NAVD 88     -       822.178  (meters)    2697.43   (feet)  ADJUSTED  
 CB0679  ___________________________________________________________________
 CB0679  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CB0679  DYNAMIC HT  -         820.980 (meters)    2693.50  (feet)  COMP
 CB0679  MODELED GRAV-     979,155.9   (mgal)                       NAVD 88
 CB0679
 CB0679  VERT ORDER  -  FIRST     CLASS II
 CB0679
 CB0679.The horizontal coordinates were scaled from a topographic map and have
 CB0679.an estimated accuracy of +/- 6 seconds.
 CB0679
 CB0679.The orthometric height was determined by differential leveling
 CB0679.and adjusted by the National Geodetic Survey in June 1991..
 CB0679
 CB0679.The geoid height was determined by GEOID03.
 CB0679
 CB0679.The dynamic height is computed by dividing the NAVD 88
 CB0679.geopotential number by the normal gravity value computed on the
 CB0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0679.degrees latitude (g = 980.6199 gals.).
 CB0679
 CB0679.The modeled gravity was interpolated from observed gravity values.
 CB0679
 CB0679;                    North         East    Units  Estimated Accuracy
 CB0679;SPC TX C     - 3,174,170.      569,700.      MT  (+/- 180 meters Scaled)
 CB0679
 CB0679                          SUPERSEDED SURVEY CONTROL
 CB0679
 CB0679.No superseded survey control is available for this station.
 CB0679
 CB0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV427583(NAD 83)
 CB0679_MARKER: I = METAL ROD
 CB0679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0679_SP_SET: STAINLESS STEEL ROD
 CB0679_STAMPING: J 1428 1981
 CB0679_MARK LOGO: NGS   
 CB0679_PROJECTION: FLUSH
 CB0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0679+STABILITY: POSITION/ELEVATION WELL
 CB0679_ROD/PIPE-DEPTH: 4.9  meters
 CB0679
 CB0679  HISTORY     - Date     Condition        Report By
 CB0679  HISTORY     - 1981     MONUMENTED       NGS
 CB0679
 CB0679                          STATION DESCRIPTION
 CB0679
 CB0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0679'22.9 KM (14.2 MI) EAST FROM RANKIN.
 CB0679'22.9 KM (14.2 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CB0679'WITH STATE HIGHWAY 349 IN RANKIN OR 22.7 KM (14.1 MI) WESTERLY ALONG
 CB0679'U.S. HIGHWAY 67 FROM ITS JUNCTION WITH STATE HIGHWAY 137 IN BIG LAKE,
 CB0679'22.1 METERS (72.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.4
 CB0679'METERS (66.9 FT) EAST OF THE CENTER OF FARM ROAD 1555 AND 1.4 METERS
 CB0679'(4.6 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CB0679'THROUGH A 5-INCH LOGO CAP.
 CB0679'THE MARK IS 0.3 METERS  W FROM  A FENCE AND WITNESS POST
 CB0679'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0753 ***********************************************************************
 CA0753  DESIGNATION -  J 1429
 CA0753  PID         -  CA0753
 CA0753  STATE/COUNTY-  TX/MCCULLOCH
 CA0753  USGS QUAD   -  MELVIN (1960)
 CA0753
 CA0753                         *CURRENT SURVEY CONTROL
 CA0753  ___________________________________________________________________
 CA0753* NAD 83(1986)-  31 11 56.     (N)    099 30 39.     (W)     SCALED    
 CA0753* NAVD 88     -       559.832  (meters)    1836.72   (feet)  ADJUSTED  
 CA0753  ___________________________________________________________________
 CA0753  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CA0753  DYNAMIC HT  -         559.074 (meters)    1834.23  (feet)  COMP
 CA0753  MODELED GRAV-     979,268.5   (mgal)                       NAVD 88
 CA0753
 CA0753  VERT ORDER  -  FIRST     CLASS II
 CA0753
 CA0753.The horizontal coordinates were scaled from a topographic map and have
 CA0753.an estimated accuracy of +/- 6 seconds.
 CA0753
 CA0753.The orthometric height was determined by differential leveling
 CA0753.and adjusted by the National Geodetic Survey in June 1991..
 CA0753
 CA0753.The geoid height was determined by GEOID03.
 CA0753
 CA0753.The dynamic height is computed by dividing the NAVD 88
 CA0753.geopotential number by the normal gravity value computed on the
 CA0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0753.degrees latitude (g = 980.6199 gals.).
 CA0753
 CA0753.The modeled gravity was interpolated from observed gravity values.
 CA0753
 CA0753;                    North         East    Units  Estimated Accuracy
 CA0753;SPC TX C     - 3,170,150.      778,380.      MT  (+/- 180 meters Scaled)
 CA0753
 CA0753                          SUPERSEDED SURVEY CONTROL
 CA0753
 CA0753.No superseded survey control is available for this station.
 CA0753
 CA0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV513517(NAD 83)
 CA0753_MARKER: I = METAL ROD
 CA0753_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0753_SP_SET: STAINLESS STEEL ROD
 CA0753_STAMPING: J 1429 1981
 CA0753_MARK LOGO: NGS   
 CA0753_PROJECTION: FLUSH
 CA0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0753_ROD/PIPE-DEPTH: 3.7  meters
 CA0753
 CA0753  HISTORY     - Date     Condition        Report By
 CA0753  HISTORY     - 1981     MONUMENTED       NGS
 CA0753
 CA0753                          STATION DESCRIPTION
 CA0753
 CA0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0753'18.9 KM (11.75 MI) NW FROM BRADY.
 CA0753'18.9 KM (11.75 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM THE
 CA0753'COURTHOUSE IN BRADY, 50.3 METERS (165.0 FT) WEST OF A BOX CULVERT,
 CA0753'15.5 METERS (50.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 6.7
 CA0753'METERS (22.0 FT) SOUTH OF THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN
 CA0753'(LITTER BARREL ONE MILE).  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CA0753'5-INCH LOGO CAP.
 CA0753'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 CA0753'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0728 ***********************************************************************
 CA0728  DESIGNATION -  J 1430
 CA0728  PID         -  CA0728
 CA0728  STATE/COUNTY-  TX/CONCHO
 CA0728  USGS QUAD   -  LIVE OAK (1970)
 CA0728
 CA0728                         *CURRENT SURVEY CONTROL
 CA0728  ___________________________________________________________________
 CA0728* NAD 83(1986)-  31 13 03.     (N)    099 57 05.     (W)     SCALED    
 CA0728* NAVD 88     -       655.002  (meters)    2148.95   (feet)  ADJUSTED  
 CA0728  ___________________________________________________________________
 CA0728  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CA0728  DYNAMIC HT  -         654.093 (meters)    2145.97  (feet)  COMP
 CA0728  MODELED GRAV-     979,230.3   (mgal)                       NAVD 88
 CA0728
 CA0728  VERT ORDER  -  FIRST     CLASS II
 CA0728
 CA0728.The horizontal coordinates were scaled from a topographic map and have
 CA0728.an estimated accuracy of +/- 6 seconds.
 CA0728
 CA0728.The orthometric height was determined by differential leveling
 CA0728.and adjusted by the National Geodetic Survey in June 1991..
 CA0728
 CA0728.The geoid height was determined by GEOID03.
 CA0728
 CA0728.The dynamic height is computed by dividing the NAVD 88
 CA0728.geopotential number by the normal gravity value computed on the
 CA0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0728.degrees latitude (g = 980.6199 gals.).
 CA0728
 CA0728.The modeled gravity was interpolated from observed gravity values.
 CA0728
 CA0728;                    North         East    Units  Estimated Accuracy
 CA0728;SPC TX C     - 3,171,980.      736,390.      MT  (+/- 180 meters Scaled)
 CA0728
 CA0728                          SUPERSEDED SURVEY CONTROL
 CA0728
 CA0728.No superseded survey control is available for this station.
 CA0728
 CA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV093540(NAD 83)
 CA0728_MARKER: DB = BENCH MARK DISK
 CA0728_SETTING: 66 = SET IN ROCK OUTCROP
 CA0728_SP_SET: ROCK OUTCROP
 CA0728_STAMPING: J 1430 1981
 CA0728_MARK LOGO: NGS   
 CA0728_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0728+STABILITY: POSITION/ELEVATION WELL
 CA0728
 CA0728  HISTORY     - Date     Condition        Report By
 CA0728  HISTORY     - 1981     MONUMENTED       NGS
 CA0728  HISTORY     - 19991231 GOOD             USPSQD
 CA0728
 CA0728                          STATION DESCRIPTION
 CA0728
 CA0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0728'10.3 KM (6.4 MI) WEST FROM EDEN.
 CA0728'10.3 KM (6.4 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION
 CA0728'WITH U.S. HIGHWAY 83 IN EDEN, 0.9 KM (0.55 MI) EAST OF A GRAVELED ROAD
 CA0728'LEADING NORTH, 11.9 METERS (39.0 FT) NORTH OF THE CENTERLINE OF THE
 CA0728'HIGHWAY AND 9.8 METERS (32.2 FT) SOUTH OF A FENCE.
 CA0728'THE MARK IS 9.8 METERS  S FROM  A WITNESS POST AND FENCE
 CA0728'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0728
 CA0728                          STATION RECOVERY (1999)
 CA0728
 CA0728'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0774 ***********************************************************************
 CB0774  DESIGNATION -  J 1431
 CB0774  PID         -  CB0774
 CB0774  STATE/COUNTY-  TX/TOM GREEN
 CB0774  USGS QUAD   -  WALL (1984)
 CB0774
 CB0774                         *CURRENT SURVEY CONTROL
 CB0774  ___________________________________________________________________
 CB0774* NAD 83(1986)-  31 22 27.     (N)    100 17 46.     (W)     SCALED    
 CB0774* NAVD 88     -       569.718  (meters)    1869.15   (feet)  ADJUSTED  
 CB0774  ___________________________________________________________________
 CB0774  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0774  DYNAMIC HT  -         568.936 (meters)    1866.58  (feet)  COMP
 CB0774  MODELED GRAV-     979,250.2   (mgal)                       NAVD 88
 CB0774
 CB0774  VERT ORDER  -  FIRST     CLASS II
 CB0774
 CB0774.The horizontal coordinates were scaled from a topographic map and have
 CB0774.an estimated accuracy of +/- 6 seconds.
 CB0774
 CB0774.The orthometric height was determined by differential leveling
 CB0774.and adjusted by the National Geodetic Survey in June 1991..
 CB0774
 CB0774.The geoid height was determined by GEOID03.
 CB0774
 CB0774.The dynamic height is computed by dividing the NAVD 88
 CB0774.geopotential number by the normal gravity value computed on the
 CB0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0774.degrees latitude (g = 980.6199 gals.).
 CB0774
 CB0774.The modeled gravity was interpolated from observed gravity values.
 CB0774
 CB0774;                    North         East    Units  Estimated Accuracy
 CB0774;SPC TX C     - 3,189,290.      703,540.      MT  (+/- 180 meters Scaled)
 CB0774
 CB0774                          SUPERSEDED SURVEY CONTROL
 CB0774
 CB0774.No superseded survey control is available for this station.
 CB0774
 CB0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV767717(NAD 83)
 CB0774_MARKER: I = METAL ROD
 CB0774_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0774_SP_SET: STAINLESS STEEL ROD
 CB0774_STAMPING: J 1431 1981
 CB0774_MARK LOGO: NGS   
 CB0774_PROJECTION: FLUSH
 CB0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0774_ROD/PIPE-DEPTH: 4.9  meters
 CB0774
 CB0774  HISTORY     - Date     Condition        Report By
 CB0774  HISTORY     - 1981     MONUMENTED       NGS
 CB0774
 CB0774                          STATION DESCRIPTION
 CB0774
 CB0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0774'15.4 KM (11.35 MI) SE FROM SAN ANGELO.
 CB0774'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0774'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 7.6 KM (4.7 MI)
 CB0774'SOUTHEASTERLY ALONG U. S. HIGHWAY 87, AT THE SOUTHEAST CORNER OF ST.
 CB0774'AMBROSE CEMETERY, 14.9 METERS (48.9 FT) NORTH OF THE CENTERLINE OF THE
 CB0774'HIGHWAY, 12.1 METERS (39.7 FT) WEST OF THE CENTER OF HAWK AVENUE, 5.1
 CB0774'METERS (16.7 FT) WEST OF A UTILITY POLE AND 0.5 METER (1.5 FT)
 CB0774'SOUTHWEST OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE CEMETERY.
 CB0774'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0774'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CB0774'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0497 ***********************************************************************
 AZ0497  DESIGNATION -  J 1432
 AZ0497  PID         -  AZ0497
 AZ0497  STATE/COUNTY-  TX/KINNEY
 AZ0497  USGS QUAD   -  ANACACHO (1974)
 AZ0497
 AZ0497                         *CURRENT SURVEY CONTROL
 AZ0497  ___________________________________________________________________
 AZ0497* NAD 83(1986)-  29 09 34.     (N)    100 21 25.     (W)     SCALED    
 AZ0497* NAVD 88     -       290.192  (meters)     952.07   (feet)  ADJUSTED  
 AZ0497  ___________________________________________________________________
 AZ0497  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0497  DYNAMIC HT  -         289.769 (meters)     950.68  (feet)  COMP
 AZ0497  MODELED GRAV-     979,177.2   (mgal)                       NAVD 88
 AZ0497
 AZ0497  VERT ORDER  -  FIRST     CLASS II
 AZ0497
 AZ0497.The horizontal coordinates were scaled from a topographic map and have
 AZ0497.an estimated accuracy of +/- 6 seconds.
 AZ0497
 AZ0497.The orthometric height was determined by differential leveling
 AZ0497.and adjusted by the National Geodetic Survey in June 1991..
 AZ0497
 AZ0497.The geoid height was determined by GEOID03.
 AZ0497
 AZ0497.The dynamic height is computed by dividing the NAVD 88
 AZ0497.geopotential number by the normal gravity value computed on the
 AZ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0497.degrees latitude (g = 980.6199 gals.).
 AZ0497
 AZ0497.The modeled gravity was interpolated from observed gravity values.
 AZ0497
 AZ0497;                    North         East    Units  Estimated Accuracy
 AZ0497;SPC TXSC     - 4,147,730.      468,010.      MT  (+/- 180 meters Scaled)
 AZ0497
 AZ0497                          SUPERSEDED SURVEY CONTROL
 AZ0497
 AZ0497.No superseded survey control is available for this station.
 AZ0497
 AZ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT680264(NAD 83)
 AZ0497_MARKER: I = METAL ROD
 AZ0497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0497_SP_SET: STAINLESS STEEL ROD
 AZ0497_STAMPING: J 1432 1982
 AZ0497_MARK LOGO: NGS   
 AZ0497_PROJECTION: FLUSH
 AZ0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0497_ROD/PIPE-DEPTH: 4.9  meters
 AZ0497
 AZ0497  HISTORY     - Date     Condition        Report By
 AZ0497  HISTORY     - 1982     MONUMENTED       NGS
 AZ0497
 AZ0497                          STATION DESCRIPTION
 AZ0497
 AZ0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0497'6.9 KM (4.3 MI) EAST FROM SPOFFORD.
 AZ0497'6.9 KM (4.3 MI) EASTERLY ALONG FARM ROAD 1572 FROM THE JUNCTION OF
 AZ0497'STATE ROUTE 131 IN SPOFFORD, AT A WOODEN GATE AND FIELD ROAD LEADING
 AZ0497'SOUTH, 18.3 METERS (60.0 FT) SOUTHEAST OF CENTERLINE OF ROAD,
 AZ0497'7.0 METERS (23.0 FT) NORTHEAST OF CENTER OF A WOODEN GATE AND FIELD
 AZ0497'ROAD, 0.30 METERS (1.0 FT) NORTHWEST OF A FENCE.  NOTE, ROD DRIVEN
 AZ0497'TO REFUSAL.
 AZ0497'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 AZ0497'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1606 ***********************************************************************
 AY1606  DESIGNATION -  J 1433
 AY1606  PID         -  AY1606
 AY1606  STATE/COUNTY-  TX/MEDINA
 AY1606  USGS QUAD   -  D'HANIS (1970)
 AY1606
 AY1606                         *CURRENT SURVEY CONTROL
 AY1606  ___________________________________________________________________
 AY1606* NAD 83(1986)-  29 19 52.     (N)    099 17 41.     (W)     SCALED    
 AY1606* NAVD 88     -       265.805  (meters)     872.06   (feet)  ADJUSTED  
 AY1606  ___________________________________________________________________
 AY1606  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AY1606  DYNAMIC HT  -         265.419 (meters)     870.80  (feet)  COMP
 AY1606  MODELED GRAV-     979,182.7   (mgal)                       NAVD 88
 AY1606
 AY1606  VERT ORDER  -  FIRST     CLASS II
 AY1606
 AY1606.The horizontal coordinates were scaled from a topographic map and have
 AY1606.an estimated accuracy of +/- 6 seconds.
 AY1606
 AY1606.The orthometric height was determined by differential leveling
 AY1606.and adjusted by the National Geodetic Survey in June 1991..
 AY1606
 AY1606.The geoid height was determined by GEOID03.
 AY1606
 AY1606.The dynamic height is computed by dividing the NAVD 88
 AY1606.geopotential number by the normal gravity value computed on the
 AY1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1606.degrees latitude (g = 980.6199 gals.).
 AY1606
 AY1606.The modeled gravity was interpolated from observed gravity values.
 AY1606
 AY1606;                    North         East    Units  Estimated Accuracy
 AY1606;SPC TXSC     - 4,166,030.      571,380.      MT  (+/- 180 meters Scaled)
 AY1606
 AY1606                          SUPERSEDED SURVEY CONTROL
 AY1606
 AY1606.No superseded survey control is available for this station.
 AY1606
 AY1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT713447(NAD 83)
 AY1606_MARKER: I = METAL ROD
 AY1606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1606_SP_SET: STAINLESS STEEL ROD
 AY1606_STAMPING: J 1433 1982
 AY1606_MARK LOGO: NGS   
 AY1606_PROJECTION: FLUSH
 AY1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1606_ROD/PIPE-DEPTH: 5.8  meters
 AY1606
 AY1606  HISTORY     - Date     Condition        Report By
 AY1606  HISTORY     - 1982     MONUMENTED       NGS
 AY1606  HISTORY     - 19950519 GOOD             USPSQD
 AY1606  HISTORY     - 20021029 MARK NOT FOUND   USPSQD
 AY1606
 AY1606                          STATION DESCRIPTION
 AY1606
 AY1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1606'1.5 KM (0.9 MI) WEST FROM D HANIS.
 AY1606'0.16 KM (0.1 MI) NORTH NORTHWEST ALONG A PAVED STREET FROM THE POST
 AY1606'OFFICE IN D HANIS, THENCE WEST ALONG AN OILED AND GRAVEL ROAD FOR
 AY1606'1.3 KM (0.8 MI), AT A SMALL BRIDGE OVER SECO CREEK, AND AT THE OUTSIDE
 AY1606'OF A CURVE IN ROAD, 9.5 METERS (31.0 FT) SOUTHWEST OF AN OILED ROAD,
 AY1606'37.8 METERS (124.0 FT) SOUTHEAST OF SOUTHEAST CORNER OF A SMALL
 AY1606'CONCRETE BRIDGE, 0.30 METERS (1.0 FT) NORTHEAST OF A FENCE, 2.7 METERS
 AY1606'(9.0 FT) WEST NORTHWEST OF A 20 INCH OAK TREE, AND 5.5 METERS
 AY1606'(18.0 FT) WEST NORTHWEST OF CENTER OF A WIRE GATE AND PASTURE
 AY1606'ENTRANCE.  NOTE, ROD DRIVEN TO REFUSAL.
 AY1606'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 AY1606'THE MARK IS 0.91 M ABOVE ROAD.
 AY1606
 AY1606                          STATION RECOVERY (1995)
 AY1606
 AY1606'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1606'RECOVERED IN GOOD CONDITION.
 AY1606
 AY1606                          STATION RECOVERY (2002)
 AY1606
 AY1606'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1611 ***********************************************************************
 AY1611  DESIGNATION -  J 1434
 AY1611  PID         -  AY1611
 AY1611  STATE/COUNTY-  TX/MEDINA
 AY1611  USGS QUAD   -  HONDO (1982)
 AY1611
 AY1611                         *CURRENT SURVEY CONTROL
 AY1611  ___________________________________________________________________
 AY1611* NAD 83(1986)-  29 20 11.     (N)    099 12 04.     (W)     SCALED    
 AY1611* NAVD 88     -       273.423  (meters)     897.06   (feet)  ADJUSTED  
 AY1611  ___________________________________________________________________
 AY1611  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AY1611  DYNAMIC HT  -         273.026 (meters)     895.75  (feet)  COMP
 AY1611  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 AY1611
 AY1611  VERT ORDER  -  FIRST     CLASS II
 AY1611
 AY1611.The horizontal coordinates were scaled from a topographic map and have
 AY1611.an estimated accuracy of +/- 6 seconds.
 AY1611
 AY1611.The orthometric height was determined by differential leveling
 AY1611.and adjusted by the National Geodetic Survey in June 1991..
 AY1611
 AY1611.The geoid height was determined by GEOID03.
 AY1611
 AY1611.The dynamic height is computed by dividing the NAVD 88
 AY1611.geopotential number by the normal gravity value computed on the
 AY1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1611.degrees latitude (g = 980.6199 gals.).
 AY1611
 AY1611.The modeled gravity was interpolated from observed gravity values.
 AY1611
 AY1611;                    North         East    Units  Estimated Accuracy
 AY1611;SPC TXSC     - 4,166,600.      580,470.      MT  (+/- 180 meters Scaled)
 AY1611
 AY1611                          SUPERSEDED SURVEY CONTROL
 AY1611
 AY1611.No superseded survey control is available for this station.
 AY1611
 AY1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT804452(NAD 83)
 AY1611_MARKER: DB = BENCH MARK DISK
 AY1611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1611_SP_SET: STAINLESS STEEL ROD
 AY1611_STAMPING: J 1434 1982
 AY1611_MARK LOGO: NGS   
 AY1611_PROJECTION: RECESSED 5 CENTIMETERS
 AY1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1611+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1611_ROD/PIPE-DEPTH: 8.5  meters
 AY1611
 AY1611  HISTORY     - Date     Condition        Report By
 AY1611  HISTORY     - 1982     MONUMENTED       NGS
 AY1611  HISTORY     - 19950427 GOOD             USPSQD
 AY1611  HISTORY     - 19950519 GOOD             USPSQD
 AY1611  HISTORY     - 20011113 GOOD             USPSQD
 AY1611  HISTORY     - 20050521 GOOD             USPSQD
 AY1611
 AY1611                          STATION DESCRIPTION
 AY1611
 AY1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1611'8.2 KM (5.1 MI) EAST FROM D HANIS.
 AY1611'8.2 KM (5.1 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1611'ROAD 1796 IN D HANIS, ALSO 6.1 KM (3.8 MI) WEST ALONG THE SOUTHERN
 AY1611'PACIFIC RAILROAD SERVICE ROAD FROM THE JUNCTION OF FARM ROAD 462 NORTH
 AY1611'IN HONDO, THENCE SOUTH ALONG AN ASPHALT ROAD FOR 0.65 KM (0.4 MI) AT
 AY1611'THE JUNCTION OF U.S. HIGHWAY 90, SET BETWEEN TWO PLASTIC WITNESS POST
 AY1611'SIGNS, 18.0 METERS (59.0 FT) NORTH OF CENTERLINE OF HIGHWAY,
 AY1611'39.6 METERS (130.0 FT) WEST OF AN ASPHALT ROAD, AND 0.61 METERS
 AY1611'(2.0 FT) WEST OF A POWERLINE POLE.
 AY1611'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AY1611'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AY1611
 AY1611                          STATION RECOVERY (1995)
 AY1611
 AY1611'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1611'RECOVERED IN GOOD CONDITION.
 AY1611
 AY1611                          STATION RECOVERY (1995)
 AY1611
 AY1611'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1611'RECOVERED IN GOOD CONDITION.
 AY1611
 AY1611                          STATION RECOVERY (2001)
 AY1611
 AY1611'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1611'RECOVERED IN GOOD CONDITION.
 AY1611
 AY1611                          STATION RECOVERY (2005)
 AY1611
 AY1611'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1201 ***********************************************************************
 AB1201  DESIGNATION -  J 1435
 AB1201  PID         -  AB1201
 AB1201  STATE/COUNTY-  TX/CAMERON
 AB1201  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB1201
 AB1201                         *CURRENT SURVEY CONTROL
 AB1201  ___________________________________________________________________
 AB1201* NAD 83(1986)-  25 55 21.     (N)    097 30 43.     (W)     SCALED    
 AB1201* NAVD 88     -         8.836  (meters)      28.99   (feet)  ADJUSTED  
 AB1201  ___________________________________________________________________
 AB1201  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 AB1201  DYNAMIC HT  -           8.821 (meters)      28.94  (feet)  COMP
 AB1201  MODELED GRAV-     979,027.8   (mgal)                       NAVD 88
 AB1201
 AB1201  VERT ORDER  -  FIRST     CLASS II
 AB1201
 AB1201.The horizontal coordinates were scaled from a topographic map and have
 AB1201.an estimated accuracy of +/- 6 seconds.
 AB1201
 AB1201.The orthometric height was determined by differential leveling
 AB1201.and adjusted by the National Geodetic Survey in June 1991..
 AB1201
 AB1201.The geoid height was determined by GEOID03.
 AB1201
 AB1201.The dynamic height is computed by dividing the NAVD 88
 AB1201.geopotential number by the normal gravity value computed on the
 AB1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1201.degrees latitude (g = 980.6199 gals.).
 AB1201
 AB1201.The modeled gravity was interpolated from observed gravity values.
 AB1201
 AB1201;                    North         East    Units  Estimated Accuracy
 AB1201;SPC TX S     - 5,028,730.      398,990.      MT  (+/- 180 meters Scaled)
 AB1201
 AB1201                          SUPERSEDED SURVEY CONTROL
 AB1201
 AB1201.No superseded survey control is available for this station.
 AB1201
 AB1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP490679(NAD 83)
 AB1201_MARKER: I = METAL ROD
 AB1201_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1201_SP_SET: STAINLESS STEEL ROD
 AB1201_STAMPING: J 1435 1981
 AB1201_MARK LOGO: NGS   
 AB1201_PROJECTION: FLUSH
 AB1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1201_ROD/PIPE-DEPTH: 9.5  meters
 AB1201
 AB1201  HISTORY     - Date     Condition        Report By
 AB1201  HISTORY     - 1981     MONUMENTED       NGS
 AB1201  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB1201  HISTORY     - 20060718 GOOD             INDIV
 AB1201
 AB1201                          STATION DESCRIPTION
 AB1201
 AB1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1201'3.3 KM (2.0 MI) NNW FROM BROWNSVILLE.
 AB1201'0.2 KM (0.1 MI) NORTHEAST ALONG ELEVENTH STREET FROM THE POST OFFICE
 AB1201'AND ELIZABETH STREET IN BROWNSVILLE, THENCE 2.1 KM (1.3 MI) NORTHWEST
 AB1201'ALONG BUSINESS U.S. HIGHWAY 77, THENCE 1.0 KM (0.6 MI) NORTH ALONG
 AB1201'BUSINESS U.S. HIGHWAY 77 AT A GRAVELED STREET LEADING WEST TO SMALL
 AB1201'LAKE AND A CAMPGROUND, 22.8 METERS (75.0 FT) WEST OF THE CENTER OF
 AB1201'HIGHWAY 77, 10.0 METERS (33.0 FT) WEST OF A POWERLINE POLE WITH TWO
 AB1201'TRANSFORMERS, 0.76 METERS (2.5 FT) EAST OF A POWERLINE POLE,
 AB1201'35.0 METERS (115.0 FT) SOUTH OF THE SOUTHWEST CORNER OF MRS. VIRGINIA
 AB1201'BURNS HOME, 3.3 METERS (11.0 FT) SOUTH OF THE CENTER OF THE GRAVELED
 AB1201'STREET, AND 18.8 METERS (62.0 FT) NORTH OF THE NORTHEAST CORNER OF THE
 AB1201'EL CHULETON OK STEAKHOUSE.
 AB1201'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AB1201'THE MARK IS 0.46 M BELOW HIGHWAY 77.
 AB1201
 AB1201                          STATION RECOVERY (1991)
 AB1201
 AB1201'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1201'MARK NOT FOUND.
 AB1201
 AB1201                          STATION RECOVERY (2006)
 AB1201
 AB1201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SR)
 AB1201'RECOVERED BY AGH ENGINEERING AND SURVEYING, BROWNSVILLE TEXAS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0528 ***********************************************************************
 AZ0528  DESIGNATION -  J 1436
 AZ0528  PID         -  AZ0528
 AZ0528  STATE/COUNTY-  TX/VAL VERDE
 AZ0528  USGS QUAD   -  DEL RIO SE (1972)
 AZ0528
 AZ0528                         *CURRENT SURVEY CONTROL
 AZ0528  ___________________________________________________________________
 AZ0528* NAD 83(1986)-  29 22 04.     (N)    100 48 00.     (W)     SCALED    
 AZ0528* NAVD 88     -       322.233  (meters)    1057.19   (feet)  ADJUSTED  
 AZ0528  ___________________________________________________________________
 AZ0528  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0528  DYNAMIC HT  -         321.763 (meters)    1055.65  (feet)  COMP
 AZ0528  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 AZ0528
 AZ0528  VERT ORDER  -  FIRST     CLASS II
 AZ0528
 AZ0528.The horizontal coordinates were scaled from a topographic map and have
 AZ0528.an estimated accuracy of +/- 6 seconds.
 AZ0528
 AZ0528.The orthometric height was determined by differential leveling
 AZ0528.and adjusted by the National Geodetic Survey in June 1991..
 AZ0528
 AZ0528.The geoid height was determined by GEOID03.
 AZ0528
 AZ0528.The dynamic height is computed by dividing the NAVD 88
 AZ0528.geopotential number by the normal gravity value computed on the
 AZ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0528.degrees latitude (g = 980.6199 gals.).
 AZ0528
 AZ0528.The modeled gravity was interpolated from observed gravity values.
 AZ0528
 AZ0528;                    North         East    Units  Estimated Accuracy
 AZ0528;SPC TXSC     - 4,171,400.      425,270.      MT  (+/- 180 meters Scaled)
 AZ0528
 AZ0528                          SUPERSEDED SURVEY CONTROL
 AZ0528
 AZ0528.No superseded survey control is available for this station.
 AZ0528
 AZ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT252500(NAD 83)
 AZ0528_MARKER: I = METAL ROD
 AZ0528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0528_SP_SET: STAINLESS STEEL ROD
 AZ0528_STAMPING: J 1436 1982
 AZ0528_MARK LOGO: NGS   
 AZ0528_PROJECTION: FLUSH
 AZ0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0528_ROD/PIPE-DEPTH: 4.6  meters
 AZ0528
 AZ0528  HISTORY     - Date     Condition        Report By
 AZ0528  HISTORY     - 1982     MONUMENTED       NGS
 AZ0528  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 AZ0528
 AZ0528                          STATION DESCRIPTION
 AZ0528
 AZ0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0528'12.2 KM (7.6 MI) EAST FROM DEL RIO.
 AZ0528'2.2 KM (1.4 MI) SOUTH SOUTHEAST ALONG U.S. HIGHWAYS 90 AND 277 (AVENUE
 AZ0528'F STREET) FROM THE CIVIC CENTER IN DEL RIO, TO THE JUNCTION OF U.S.
 AZ0528'HIGHWAY 90 EAST (GIBBS STREET), THENCE 10.0 KM (6.2 MI) EAST ALONG
 AZ0528'U.S. HIGHWAY 90, AT THE ENTRANCE TO THE LAUGHLIN AIR FORCE BASE, THE
 AZ0528'MARK IS IN THE MEDIAN BETWEEN THE EAST AND WESTBOUND LANES OF U.S.
 AZ0528'HIGHWAY 90, 36.3 METERS (53.5 FT) NORTH NORTHWEST OF THE CENTERLINE OF
 AZ0528'THE EAST BOUND LANE, 53.6 METERS (176.0 FT) SOUTH SOUTHEAST OF THE
 AZ0528'CENTERLINE OF THE WESTBOUND LANE, 16.7 METERS (55.0 FT) EAST OF THE
 AZ0528'CENTER OF THE NORTHBOUND CROSSOVER LANE OF THE AIR FORCE EXIT,
 AZ0528'38.1 METERS (120.5 FT) EAST NORTHEAST OF A METAL STREET LIGHT POLE,
 AZ0528'10.3 METERS (34.0 FT) EAST NORTHEAST OF THE CENTER OF THE EAST END OF
 AZ0528'A CONCRETE CULVERT UNDER THE CROSSOVER LANE, 0.9 METER (3.0 FT)
 AZ0528'NORTHEAST OF A POWERLINE POLE SUPPORTING 2 CAUTION LIGHTS OVER THE
 AZ0528'EASTBOUND LANE OF HIGHWAY 90, 0.9 METER (3.0 FT) SOUTH SOUTHWEST OF A
 AZ0528'GUY CABLE ANCHOR TO THE POWERLINE POLE, AND 25.9 METERS (85.0 FT)
 AZ0528'SOUTH SOUTHEAST OF A METAL STREET LIGHT POLE.  NOTE, ROD ANCHORED AT
 AZ0528'THIS DEPTH.
 AZ0528'THE MARK IS 0.15 METERS  ESE FROM A WITNESS POST.
 AZ0528'THE MARK IS 0.6 M BELOW EASTBOUND LANE.
 AZ0528
 AZ0528                          STATION RECOVERY (1999)
 AZ0528
 AZ0528'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1659 ***********************************************************************
 AY1659  DESIGNATION -  J 1437
 AY1659  PID         -  AY1659
 AY1659  STATE/COUNTY-  TX/BEXAR
 AY1659  USGS QUAD   -  CASTLE HILLS (1992)
 AY1659
 AY1659                         *CURRENT SURVEY CONTROL
 AY1659  ___________________________________________________________________
 AY1659* NAD 83(1986)-  29 31 35.     (N)    098 34 31.     (W)     SCALED    
 AY1659* NAVD 88     -       304.499  (meters)     999.01   (feet)  ADJUSTED  
 AY1659  ___________________________________________________________________
 AY1659  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AY1659  DYNAMIC HT  -         304.054 (meters)     997.55  (feet)  COMP
 AY1659  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 AY1659
 AY1659  VERT ORDER  -  FIRST     CLASS II
 AY1659
 AY1659.The horizontal coordinates were scaled from a topographic map and have
 AY1659.an estimated accuracy of +/- 6 seconds.
 AY1659
 AY1659.The orthometric height was determined by differential leveling
 AY1659.and adjusted by the National Geodetic Survey in June 1991..
 AY1659
 AY1659.The geoid height was determined by GEOID03.
 AY1659
 AY1659.The dynamic height is computed by dividing the NAVD 88
 AY1659.geopotential number by the normal gravity value computed on the
 AY1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1659.degrees latitude (g = 980.6199 gals.).
 AY1659
 AY1659.The modeled gravity was interpolated from observed gravity values.
 AY1659
 AY1659;                    North         East    Units  Estimated Accuracy
 AY1659;SPC TXSC     - 4,187,710.      641,170.      MT  (+/- 180 meters Scaled)
 AY1659
 AY1659                          SUPERSEDED SURVEY CONTROL
 AY1659
 AY1659.No superseded survey control is available for this station.
 AY1659
 AY1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT411663(NAD 83)
 AY1659_MARKER: I = METAL ROD
 AY1659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1659_SP_SET: STAINLESS STEEL ROD
 AY1659_STAMPING: J 1437 1982
 AY1659_MARK LOGO: NGS   
 AY1659_PROJECTION: RECESSED 20 CENTIMETERS
 AY1659_MAGNETIC: I = MARKER IS A STEEL ROD
 AY1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1659+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 AY1659_ROD/PIPE-DEPTH: 4.5  meters
 AY1659
 AY1659  HISTORY     - Date     Condition        Report By
 AY1659  HISTORY     - 1982     MONUMENTED       NGS
 AY1659  HISTORY     - 1990     GOOD             USPSQD
 AY1659  HISTORY     - 19961120 GOOD             NGS
 AY1659
 AY1659                          STATION DESCRIPTION
 AY1659
 AY1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1659'IN SAN ANTONIO.
 AY1659'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1659'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY1659'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY1659'THENCE 12.2 KM (7.6 MI) NORTHWEST ALONG FREDERICKSBURG ROAD AT BLUEMEL
 AY1659'STREET LEADING NORTHEAST, 29.2 METERS (96.0 FT) EAST NORTHEAST OF THE
 AY1659'CENTER OF FREDERICKSBURG ROAD, 17.6 METERS (58.0 FT) NORTHWEST OF THE
 AY1659'CENTERLINE OF BLUEMEL STREET, 16.4 METERS (54.0 FT) EAST OF THE EAST
 AY1659'NORTHEAST END OF A SMALL CONCRETE CULVERT UNDER FREDERICKSBURG ROAD,
 AY1659'0.9 METER (3.0 FT) NORTH NORTHWEST OF THE 2.4 METERS (8.0 FT) HIGH
 AY1659'CHAIN LINK CORNER FENCE POST, AND 0.15 METERS (0.5 FT) WEST SOUTHWEST
 AY1659'OF THE 2.4 METERS (8.0 FT) HIGH CHAIN LINK FENCE.  NOTE, ROD WAS
 AY1659'DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 AY1659'THE MARK IS 0.36 METERS  S FROM A WITNESS POST.
 AY1659'THE MARK IS 1.5 M BELOW FREDERICKSBURG ROAD.
 AY1659
 AY1659                          STATION RECOVERY (1990)
 AY1659
 AY1659'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1659'RECOVERED IN GOOD CONDITION.
 AY1659
 AY1659                          STATION RECOVERY (1996)
 AY1659
 AY1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AY1659'IN SAN ANTONIA, AT THE INTERSECTION OF FREDRICKSBURG AND BLUEMEL ROAD,
 AY1659'29.2 M (95.8 FT) EAST OF THE CENTER OF FREDRICKSBURG ROAD, 17.6 M
 AY1659'(57.7 FT) NORTHWEST OF THE CENTERLINE OF BLUEMEL ROAD, 16.4 M (53.8
 AY1659'FT) EAST OF THE CENTER OF THE NORTHEAST END OF A CULVERT UNDER
 AY1659'FREDRICKSBURG ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROADS, 0.9 M
 AY1659'(3.0 FT) NORTH OF A CHAIN-LINK FENCE CORNER, 0.3 M (1.0 FT) SOUTH OF A
 AY1659'WITNESS POST, AND 0.2 M (0.7 FT) WEST OF A CHAIN-LINK FENCE.
 AY1659'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0507 ***********************************************************************
 AO0507  DESIGNATION -  J 1438
 AO0507  PID         -  AO0507
 AO0507  STATE/COUNTY-  TX/DIMMIT
 AO0507  USGS QUAD   -  CATARINA (1982)
 AO0507
 AO0507                         *CURRENT SURVEY CONTROL
 AO0507  ___________________________________________________________________
 AO0507* NAD 83(1986)-  28 19 12.     (N)    099 36 53.     (W)     SCALED    
 AO0507* NAVD 88     -       156.120  (meters)     512.20   (feet)  ADJUSTED  
 AO0507  ___________________________________________________________________
 AO0507  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0507  DYNAMIC HT  -         155.883 (meters)     511.43  (feet)  COMP
 AO0507  MODELED GRAV-     979,121.4   (mgal)                       NAVD 88
 AO0507
 AO0507  VERT ORDER  -  FIRST     CLASS II
 AO0507
 AO0507.The horizontal coordinates were scaled from a topographic map and have
 AO0507.an estimated accuracy of +/- 6 seconds.
 AO0507
 AO0507.The orthometric height was determined by differential leveling
 AO0507.and adjusted by the National Geodetic Survey in June 1991..
 AO0507
 AO0507.The geoid height was determined by GEOID03.
 AO0507
 AO0507.The dynamic height is computed by dividing the NAVD 88
 AO0507.geopotential number by the normal gravity value computed on the
 AO0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0507.degrees latitude (g = 980.6199 gals.).
 AO0507
 AO0507.The modeled gravity was interpolated from observed gravity values.
 AO0507
 AO0507;                    North         East    Units  Estimated Accuracy
 AO0507;SPC TXSC     - 4,054,100.      539,710.      MT  (+/- 180 meters Scaled)
 AO0507
 AO0507                          SUPERSEDED SURVEY CONTROL
 AO0507
 AO0507.No superseded survey control is available for this station.
 AO0507
 AO0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS397328(NAD 83)
 AO0507_MARKER: I = METAL ROD
 AO0507_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0507+WITH SETTING: INFORMATION.
 AO0507_SP_SET: SHALLOW SET METAL ROD
 AO0507_STAMPING: J 1438 1982
 AO0507_MARK LOGO: NGS   
 AO0507_PROJECTION: FLUSH
 AO0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0507_ROD/PIPE-DEPTH: 14   meters
 AO0507
 AO0507  HISTORY     - Date     Condition        Report By
 AO0507  HISTORY     - 1982     MONUMENTED       NGS
 AO0507  HISTORY     - 19970802 GOOD             USPSQD
 AO0507
 AO0507                          STATION DESCRIPTION
 AO0507
 AO0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0507'3.4 KM (2.1 MI) SOUTH FROM CATARINA.
 AO0507'3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE IN
 AO0507'CATARINA AT A NORTH SOUTH, EAST WEST FENCE JUNCTION, 27.4 METERS
 AO0507'(90.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 1.9 METERS (6.5 FT)
 AO0507'SOUTHEAST OF THE EAST END OF A METAL GATE HEADING EAST AND WEST,
 AO0507'0.8 METER (2.8 FT) SOUTH SOUTHEAST OF A CORNER FENCE POST, 0.9 METER
 AO0507'(3.0 FT) SOUTH OF POWER POLE, AND 0.2 METER (0.8 FT) EAST OF A FENCE,
 AO0507'NOTE, ROD DRIVEN TO REFUSAL.
 AO0507'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 AO0507'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AO0507
 AO0507                          STATION RECOVERY (1997)
 AO0507
 AO0507'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0142 ***********************************************************************
 AP0142  DESIGNATION -  J 1439
 AP0142  PID         -  AP0142
 AP0142  STATE/COUNTY-  TX/MAVERICK
 AP0142  USGS QUAD   -  EAGLE PASS EAST (1983)
 AP0142
 AP0142                         *CURRENT SURVEY CONTROL
 AP0142  ___________________________________________________________________
 AP0142* NAD 83(1986)-  28 42 31.     (N)    100 28 39.     (W)     SCALED    
 AP0142* NAVD 88     -       243.756  (meters)     799.72   (feet)  ADJUSTED  
 AP0142  ___________________________________________________________________
 AP0142  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0142  DYNAMIC HT  -         243.392 (meters)     798.53  (feet)  COMP
 AP0142  MODELED GRAV-     979,145.8   (mgal)                       NAVD 88
 AP0142
 AP0142  VERT ORDER  -  FIRST     CLASS II
 AP0142
 AP0142.The horizontal coordinates were scaled from a topographic map and have
 AP0142.an estimated accuracy of +/- 6 seconds.
 AP0142
 AP0142.The orthometric height was determined by differential leveling
 AP0142.and adjusted by the National Geodetic Survey in June 1991..
 AP0142
 AP0142.The geoid height was determined by GEOID03.
 AP0142
 AP0142.The dynamic height is computed by dividing the NAVD 88
 AP0142.geopotential number by the normal gravity value computed on the
 AP0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0142.degrees latitude (g = 980.6199 gals.).
 AP0142
 AP0142.The modeled gravity was interpolated from observed gravity values.
 AP0142
 AP0142;                    North         East    Units  Estimated Accuracy
 AP0142;SPC TXSC     - 4,097,920.      455,650.      MT  (+/- 180 meters Scaled)
 AP0142
 AP0142                          SUPERSEDED SURVEY CONTROL
 AP0142
 AP0142.No superseded survey control is available for this station.
 AP0142
 AP0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS556765(NAD 83)
 AP0142_MARKER: I = METAL ROD
 AP0142_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AP0142_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AP0142_STAMPING: J 1439 1982
 AP0142_MARK LOGO: NGS   
 AP0142_PROJECTION: RECESSED 5 CENTIMETERS
 AP0142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AP0142+STABILITY: POSITION/ELEVATION WELL
 AP0142_ROD/PIPE-DEPTH: 10.3 meters
 AP0142_SLEEVE-DEPTH  : 9.4 meters
 AP0142
 AP0142  HISTORY     - Date     Condition        Report By
 AP0142  HISTORY     - 1982     MONUMENTED       NGS
 AP0142
 AP0142                          STATION DESCRIPTION
 AP0142
 AP0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0142'2.5 KM (1.55 MI) EAST FROM EAGLE PASS.
 AP0142'2.5 KM (1.55 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277 FROM THE
 AP0142'OLD COURTHOUSE IN EAGLE PASS, SET IN THE NORTH LAWN BY THE FLAG POLE
 AP0142'AT THE TEXAS HIGHWAY DEPARTMENT, 8.5 METERS (28.0 FT) SOUTH OF THE
 AP0142'SOUTH CURB OF HIGHWAY 277, 15.8 METERS (52.0 FT) WEST OF THE CENTER OF
 AP0142'DRIVEWAY LEADING TO THE HIGHWAY DEPARTMENT, 3.0 METERS (10.0 FT) NORTH
 AP0142'NORTHEAST OF THE FLAGPOLE, 2.8 METERS (9.5 FT) NORTHWEST OF THE
 AP0142'NORTHEAST CORNER OF THE HIGHWAY DEPARTMENT SIGN, 2.7 METERS (9.0 FT)
 AP0142'NORTHEAST OF THE NORTHWEST CORNER OF THE SIGN, 5.4 METERS (8.0 FT)
 AP0142'SOUTH OF A LIGHT IN THE LAWN FOR THE SIGN, AND 12.8 METERS (42.0 FT)
 AP0142'NORTHEAST OF THE CENTER OF THE DOOR AT THE MAIN ENTRANCE.
 AP0142'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0057 ***********************************************************************
 CV0057  DESIGNATION -  J 144
 CV0057  PID         -  CV0057
 CV0057  STATE/COUNTY-  TX/ANDREWS
 CV0057  USGS QUAD   -  GARDENDALE (1974)
 CV0057
 CV0057                         *CURRENT SURVEY CONTROL
 CV0057  ___________________________________________________________________
 CV0057* NAD 83(1986)-  32 07 25.     (N)    102 27 45.     (W)     SCALED    
 CV0057* NAVD 88     -       928.911  (meters)    3047.60   (feet)  ADJUSTED  
 CV0057  ___________________________________________________________________
 CV0057  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CV0057  DYNAMIC HT  -         927.596 (meters)    3043.29  (feet)  COMP
 CV0057  MODELED GRAV-     979,192.3   (mgal)                       NAVD 88
 CV0057
 CV0057  VERT ORDER  -  FIRST     CLASS II
 CV0057
 CV0057.The horizontal coordinates were scaled from a topographic map and have
 CV0057.an estimated accuracy of +/- 6 seconds.
 CV0057
 CV0057.The orthometric height was determined by differential leveling
 CV0057.and adjusted by the National Geodetic Survey in June 1991..
 CV0057
 CV0057.The geoid height was determined by GEOID03.
 CV0057
 CV0057.The dynamic height is computed by dividing the NAVD 88
 CV0057.geopotential number by the normal gravity value computed on the
 CV0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0057.degrees latitude (g = 980.6199 gals.).
 CV0057
 CV0057.The modeled gravity was interpolated from observed gravity values.
 CV0057
 CV0057;                    North         East    Units  Estimated Accuracy
 CV0057;SPC TXNC     - 2,057,720.      226,160.      MT  (+/- 180 meters Scaled)
 CV0057
 CV0057                          SUPERSEDED SURVEY CONTROL
 CV0057
 CV0057  NGVD 29 (??/??/92)  928.482  (m)         3046.19   (f) ADJ UNCH    1 2
 CV0057
 CV0057.Superseded values are not recommended for survey control.
 CV0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0057.See file dsdata.txt to determine how the superseded data were derived.
 CV0057
 CV0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR393569(NAD 83)
 CV0057_MARKER: DB = BENCH MARK DISK
 CV0057_SETTING: 0 = UNSPECIFIED SETTING
 CV0057_STAMPING: J 144 1934
 CV0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0057
 CV0057  HISTORY     - Date     Condition        Report By
 CV0057  HISTORY     - 1934     MONUMENTED       CGS
 CV0057
 CV0057                          STATION DESCRIPTION
 CV0057
 CV0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0057'14.7 MI SE FROM ANDREWS.
 CV0057'14.7 MI. S.E. ALONG STATE HIGHWAY (TEXAS) NO. 137, 2.4 MILES NORTHWEST
 CV0057'OF THE ECTOR-ANDREWS COUNTY LINE, 46 FEET NORTHEAST OF CENTER LINE OF
 CV0057'HIGHWAY, 1 FOOT SOUTHWEST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0152 ***********************************************************************
 AP0152  DESIGNATION -  J 1440
 AP0152  PID         -  AP0152
 AP0152  STATE/COUNTY-  TX/MAVERICK
 AP0152  USGS QUAD   -  QUEMADO SE (1974)
 AP0152
 AP0152                         *CURRENT SURVEY CONTROL
 AP0152  ___________________________________________________________________
 AP0152* NAD 83(1986)-  28 47 42.     (N)    100 31 08.     (W)     SCALED    
 AP0152* NAVD 88     -       258.926  (meters)     849.49   (feet)  ADJUSTED  
 AP0152  ___________________________________________________________________
 AP0152  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 AP0152  DYNAMIC HT  -         258.542 (meters)     848.23  (feet)  COMP
 AP0152  MODELED GRAV-     979,153.4   (mgal)                       NAVD 88
 AP0152
 AP0152  VERT ORDER  -  FIRST     CLASS II
 AP0152
 AP0152.The horizontal coordinates were scaled from a topographic map and have
 AP0152.an estimated accuracy of +/- 6 seconds.
 AP0152
 AP0152.The orthometric height was determined by differential leveling
 AP0152.and adjusted by the National Geodetic Survey in June 1991..
 AP0152
 AP0152.The geoid height was determined by GEOID03.
 AP0152
 AP0152.The dynamic height is computed by dividing the NAVD 88
 AP0152.geopotential number by the normal gravity value computed on the
 AP0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0152.degrees latitude (g = 980.6199 gals.).
 AP0152
 AP0152.The modeled gravity was interpolated from observed gravity values.
 AP0152
 AP0152;                    North         East    Units  Estimated Accuracy
 AP0152;SPC TXSC     - 4,107,540.      451,730.      MT  (+/- 180 meters Scaled)
 AP0152
 AP0152                          SUPERSEDED SURVEY CONTROL
 AP0152
 AP0152.No superseded survey control is available for this station.
 AP0152
 AP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS517862(NAD 83)
 AP0152_MARKER: I = METAL ROD
 AP0152_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0152_SP_SET: STAINLESS STEEL ROD
 AP0152_STAMPING: J 1440 1982
 AP0152_MARK LOGO: NGS   
 AP0152_PROJECTION: FLUSH
 AP0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0152_ROD/PIPE-DEPTH: 5.1  meters
 AP0152
 AP0152  HISTORY     - Date     Condition        Report By
 AP0152  HISTORY     - 1982     MONUMENTED       NGS
 AP0152
 AP0152                          STATION DESCRIPTION
 AP0152
 AP0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0152'10.9 KM (6.8 MI) NORTH FROM EAGLE PASS.
 AP0152'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0152'EAGLE PASS, THENCE 10.7 KM (6.65 MI) NORTH ALONG U.S. HIGHWAY 277,
 AP0152'CEYLON STREET, SET AT EAST RIGHT OF WAY FENCE, NEAR A FENCE CORNER
 AP0152'INSET, 15.0 METERS (49.5 FT) EAST NORTHEAST OF THE CENTERLINE OF THE
 AP0152'HIGHWAY 277, 11.2 METERS (37.0 FT) SOUTH SOUTHEAST OF THE CENTERLINE
 AP0152'OF A GRAVEL ROAD LEADING EAST NORTHEAST, 1.9 METERS (6.5 FT) SOUTH
 AP0152'SOUTHEAST OF A BRACED CORNER FENCE POST, AND 0.4 METER (1.4 FT) WEST
 AP0152'SOUTHWEST OF A FENCE.
 AP0152'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 AP0152'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0576 ***********************************************************************
 BN0576  DESIGNATION -  J 1441
 BN0576  PID         -  BN0576
 BN0576  STATE/COUNTY-  TX/MCCULLOCH
 BN0576  USGS QUAD   -  KATEMCY (1970)
 BN0576
 BN0576                         *CURRENT SURVEY CONTROL
 BN0576  ___________________________________________________________________
 BN0576* NAD 83(1986)-  30 59 19.     (N)    099 16 12.     (W)     SCALED    
 BN0576* NAVD 88     -       512.721  (meters)    1682.15   (feet)  ADJUSTED  
 BN0576  ___________________________________________________________________
 BN0576  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 BN0576  DYNAMIC HT  -         512.026 (meters)    1679.87  (feet)  COMP
 BN0576  MODELED GRAV-     979,268.7   (mgal)                       NAVD 88
 BN0576
 BN0576  VERT ORDER  -  FIRST     CLASS II
 BN0576
 BN0576.The horizontal coordinates were scaled from a topographic map and have
 BN0576.an estimated accuracy of +/- 6 seconds.
 BN0576
 BN0576.The orthometric height was determined by differential leveling
 BN0576.and adjusted by the National Geodetic Survey in June 1991..
 BN0576
 BN0576.The geoid height was determined by GEOID03.
 BN0576
 BN0576.The dynamic height is computed by dividing the NAVD 88
 BN0576.geopotential number by the normal gravity value computed on the
 BN0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0576.degrees latitude (g = 980.6199 gals.).
 BN0576
 BN0576.The modeled gravity was interpolated from observed gravity values.
 BN0576
 BN0576;                    North         East    Units  Estimated Accuracy
 BN0576;SPC TX C     - 3,147,030.      801,550.      MT  (+/- 180 meters Scaled)
 BN0576
 BN0576                          SUPERSEDED SURVEY CONTROL
 BN0576
 BN0576.No superseded survey control is available for this station.
 BN0576
 BN0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV742283(NAD 83)
 BN0576_MARKER: I = METAL ROD
 BN0576_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0576+WITH SETTING: INFORMATION.
 BN0576_SP_SET: SHALLOW SET METAL ROD
 BN0576_STAMPING: J 1441 1982
 BN0576_MARK LOGO: NGS   
 BN0576_PROJECTION: FLUSH
 BN0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0576_ROD/PIPE-DEPTH: 2.7  meters
 BN0576
 BN0576  HISTORY     - Date     Condition        Report By
 BN0576  HISTORY     - 1982     MONUMENTED       NGS
 BN0576  HISTORY     - 19950814 GOOD             USPSQD
 BN0576
 BN0576                          STATION DESCRIPTION
 BN0576
 BN0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0576'18.2 KM (11.3 MI) SE FROM BRADY.
 BN0576'18.2 KM (11.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0576'IN BRADY, 25.9 METERS (85.0 FT) EAST OF CENTERLINE OF HIGHWAY,
 BN0576'15.6 METERS (51.5 FT) NORTH OF TELEPHONE POLE NUMBER 370, AND
 BN0576'0.3 METER (1.0 FT) WEST OF RIGHT-OF-WAY FENCE.
 BN0576'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BN0576'THE MARK IS 1.2 M BELOW HIGHWAY.
 BN0576
 BN0576                          STATION RECOVERY (1995)
 BN0576
 BN0576'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0703 ***********************************************************************
 CB0703  DESIGNATION -  J 1442
 CB0703  PID         -  CB0703
 CB0703  STATE/COUNTY-  TX/REAGAN
 CB0703  USGS QUAD   -  WITCO (1971)
 CB0703
 CB0703                         *CURRENT SURVEY CONTROL
 CB0703  ___________________________________________________________________
 CB0703* NAD 83(1986)-  31 09 06.     (N)    101 17 18.     (W)     SCALED    
 CB0703* NAVD 88     -       803.166  (meters)    2635.05   (feet)  ADJUSTED  
 CB0703  ___________________________________________________________________
 CB0703  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CB0703  DYNAMIC HT  -         801.997 (meters)    2631.22  (feet)  COMP
 CB0703  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 CB0703
 CB0703  VERT ORDER  -  FIRST     CLASS II
 CB0703
 CB0703.The horizontal coordinates were scaled from a topographic map and have
 CB0703.an estimated accuracy of +/- 6 seconds.
 CB0703
 CB0703.The orthometric height was determined by differential leveling
 CB0703.and adjusted by the National Geodetic Survey in June 1991..
 CB0703
 CB0703.The geoid height was determined by GEOID03.
 CB0703
 CB0703.The dynamic height is computed by dividing the NAVD 88
 CB0703.geopotential number by the normal gravity value computed on the
 CB0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0703.degrees latitude (g = 980.6199 gals.).
 CB0703
 CB0703.The modeled gravity was interpolated from observed gravity values.
 CB0703
 CB0703;                    North         East    Units  Estimated Accuracy
 CB0703;SPC TX C     - 3,165,010.      608,950.      MT  (+/- 180 meters Scaled)
 CB0703
 CB0703                          SUPERSEDED SURVEY CONTROL
 CB0703
 CB0703.No superseded survey control is available for this station.
 CB0703
 CB0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV818486(NAD 83)
 CB0703_MARKER: DB = BENCH MARK DISK
 CB0703_SETTING: 66 = SET IN ROCK OUTCROP
 CB0703_SP_SET: ROCK OUTCROP
 CB0703_STAMPING: J 1442 1981
 CB0703_MARK LOGO: NGS   
 CB0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0703+STABILITY: POSITION/ELEVATION WELL
 CB0703
 CB0703  HISTORY     - Date     Condition        Report By
 CB0703  HISTORY     - 1981     MONUMENTED       NGS
 CB0703
 CB0703                          STATION DESCRIPTION
 CB0703
 CB0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0703'17.9 KM (11.1 MI) EAST FROM BIG LAKE.
 CB0703'17.9 KM (11.1 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0703'WITH STATE HIGHWAY 137 IN BIG LAKE, IN TOP OF A 10 BY 4 FT EXPOSED
 CB0703'AREA OF OUTCROPPING BEDROCK, 24.5 METERS (80.4 FT) NORTH-NORTHEAST OF
 CB0703'THE CENTERLINE OF THE HIGHWAY AND 2.8 METERS (9.2 FT) SOUTH-SOUTHWEST
 CB0703'OF A FENCE.
 CB0703'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 CB0703'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0453 ***********************************************************************
 AZ0453  DESIGNATION -  J 1443
 AZ0453  PID         -  AZ0453
 AZ0453  STATE/COUNTY-  TX/VAL VERDE
 AZ0453  USGS QUAD   -  DEL RIO NW (1972)
 AZ0453
 AZ0453                         *CURRENT SURVEY CONTROL
 AZ0453  ___________________________________________________________________
 AZ0453* NAD 83(1986)-  29 29 44.     (N)    100 54 47.     (W)     SCALED    
 AZ0453* NAVD 88     -       351.752  (meters)    1154.04   (feet)  ADJUSTED  
 AZ0453  ___________________________________________________________________
 AZ0453  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 AZ0453  DYNAMIC HT  -         351.240 (meters)    1152.36  (feet)  COMP
 AZ0453  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AZ0453
 AZ0453  VERT ORDER  -  FIRST     CLASS II
 AZ0453
 AZ0453.The horizontal coordinates were scaled from a topographic map and have
 AZ0453.an estimated accuracy of +/- 6 seconds.
 AZ0453
 AZ0453.The orthometric height was determined by differential leveling
 AZ0453.and adjusted by the National Geodetic Survey in June 1991..
 AZ0453
 AZ0453.The geoid height was determined by GEOID03.
 AZ0453
 AZ0453.The dynamic height is computed by dividing the NAVD 88
 AZ0453.geopotential number by the normal gravity value computed on the
 AZ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0453.degrees latitude (g = 980.6199 gals.).
 AZ0453
 AZ0453.The modeled gravity was interpolated from observed gravity values.
 AZ0453
 AZ0453;                    North         East    Units  Estimated Accuracy
 AZ0453;SPC TXSC     - 4,185,740.      414,520.      MT  (+/- 180 meters Scaled)
 AZ0453
 AZ0453                          SUPERSEDED SURVEY CONTROL
 AZ0453
 AZ0453.No superseded survey control is available for this station.
 AZ0453
 AZ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT145644(NAD 83)
 AZ0453_MARKER: DB = BENCH MARK DISK
 AZ0453_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AZ0453_SP_SET: ABUTMENT
 AZ0453_STAMPING: J 1443 1981
 AZ0453_MARK LOGO: NGS   
 AZ0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0453
 AZ0453  HISTORY     - Date     Condition        Report By
 AZ0453  HISTORY     - 1981     MONUMENTED       NGS
 AZ0453  HISTORY     - 19990525 GOOD             USPSQD
 AZ0453
 AZ0453                          STATION DESCRIPTION
 AZ0453
 AZ0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0453'7.7 KM (4.8 MI) NORTH FROM DEL RIO.
 AZ0453'7.7 KM (4.8 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0453'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, IN THE
 AZ0453'SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER
 AZ0453'THE AMISTAD RESERVOIR, 4.7 METERS (15.4 FT) EAST OF THE CENTERLINE OF
 AZ0453'THE HIGHWAY AND 0.1 METER (0.3 FT) NORTH OF THE SOUTH END OF THE
 AZ0453'BRIDGE.
 AZ0453'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 AZ0453
 AZ0453                          STATION RECOVERY (1999)
 AZ0453
 AZ0453'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0480 ***********************************************************************
 AZ0480  DESIGNATION -  J 1444
 AZ0480  PID         -  AZ0480
 AZ0480  STATE/COUNTY-  TX/EDWARDS
 AZ0480  USGS QUAD   -  CARTA VALLEY SE (1978)
 AZ0480
 AZ0480                         *CURRENT SURVEY CONTROL
 AZ0480  ___________________________________________________________________
 AZ0480* NAD 83(1986)-  29 49 25.     (N)    100 33 52.     (W)     SCALED    
 AZ0480* NAVD 88     -       687.966  (meters)    2257.10   (feet)  ADJUSTED  
 AZ0480  ___________________________________________________________________
 AZ0480  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 AZ0480  DYNAMIC HT  -         686.941 (meters)    2253.74  (feet)  COMP
 AZ0480  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 AZ0480
 AZ0480  VERT ORDER  -  FIRST     CLASS II
 AZ0480
 AZ0480.The horizontal coordinates were scaled from a topographic map and have
 AZ0480.an estimated accuracy of +/- 6 seconds.
 AZ0480
 AZ0480.The orthometric height was determined by differential leveling
 AZ0480.and adjusted by the National Geodetic Survey in June 1991..
 AZ0480
 AZ0480.The geoid height was determined by GEOID03.
 AZ0480
 AZ0480.The dynamic height is computed by dividing the NAVD 88
 AZ0480.geopotential number by the normal gravity value computed on the
 AZ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0480.degrees latitude (g = 980.6199 gals.).
 AZ0480
 AZ0480.The modeled gravity was interpolated from observed gravity values.
 AZ0480
 AZ0480;                    North         East    Units  Estimated Accuracy
 AZ0480;SPC TXSC     - 4,221,590.      448,810.      MT  (+/- 180 meters Scaled)
 AZ0480
 AZ0480                          SUPERSEDED SURVEY CONTROL
 AZ0480
 AZ0480.No superseded survey control is available for this station.
 AZ0480
 AZ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU488002(NAD 83)
 AZ0480_MARKER: DB = BENCH MARK DISK
 AZ0480_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0480_SP_SET: ROCK OUTCROP
 AZ0480_STAMPING: J 1444 1981
 AZ0480_MARK LOGO: NGS   
 AZ0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0480+STABILITY: POSITION/ELEVATION WELL
 AZ0480
 AZ0480  HISTORY     - Date     Condition        Report By
 AZ0480  HISTORY     - 1981     MONUMENTED       NGS
 AZ0480
 AZ0480                          STATION DESCRIPTION
 AZ0480
 AZ0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0480'50.8 KM (31.55 MI) SW FROM ROCKSPRINGS.
 AZ0480'50.8 KM (31.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0480'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 4 BY 5 FT EXPOSED
 AZ0480'AREA OF OUTCROPPING BEDROCK, 10.3 METERS (33.8 FT) EAST-SOUTHEAST OF
 AZ0480'THE CENTERLINE OF THE HIGHWAY AND 7.5 METERS (24.6 FT) WEST-NORTHWEST
 AZ0480'OF A FENCE.
 AZ0480'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 AZ0480'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0419 ***********************************************************************
 BO0419  DESIGNATION -  J 1445
 BO0419  PID         -  BO0419
 BO0419  STATE/COUNTY-  TX/EDWARDS
 BO0419  USGS QUAD   -  DEVILS SINKHOLE (1987)
 BO0419
 BO0419                         *CURRENT SURVEY CONTROL
 BO0419  ___________________________________________________________________
 BO0419* NAD 83(1986)-  30 06 37.     (N)    100 06 33.     (W)     SCALED    
 BO0419* NAVD 88     -       703.635  (meters)    2308.51   (feet)  ADJUSTED  
 BO0419  ___________________________________________________________________
 BO0419  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0419  DYNAMIC HT  -         702.598 (meters)    2305.11  (feet)  COMP
 BO0419  MODELED GRAV-     979,145.2   (mgal)                       NAVD 88
 BO0419
 BO0419  VERT ORDER  -  FIRST     CLASS II
 BO0419
 BO0419.The horizontal coordinates were scaled from a topographic map and have
 BO0419.an estimated accuracy of +/- 6 seconds.
 BO0419
 BO0419.The orthometric height was determined by differential leveling
 BO0419.and adjusted by the National Geodetic Survey in June 1991..
 BO0419
 BO0419.The geoid height was determined by GEOID03.
 BO0419
 BO0419.The dynamic height is computed by dividing the NAVD 88
 BO0419.geopotential number by the normal gravity value computed on the
 BO0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0419.degrees latitude (g = 980.6199 gals.).
 BO0419
 BO0419.The modeled gravity was interpolated from observed gravity values.
 BO0419
 BO0419;                    North         East    Units  Estimated Accuracy
 BO0419;SPC TXSC     - 4,252,860.      493,110.      MT  (+/- 180 meters Scaled)
 BO0419
 BO0419                          SUPERSEDED SURVEY CONTROL
 BO0419
 BO0419.No superseded survey control is available for this station.
 BO0419
 BO0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU931315(NAD 83)
 BO0419_MARKER: DB = BENCH MARK DISK
 BO0419_SETTING: 66 = SET IN ROCK OUTCROP
 BO0419_SP_SET: ROCK OUTCROP
 BO0419_STAMPING: J 1445 1981
 BO0419_MARK LOGO: NGS   
 BO0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0419+STABILITY: POSITION/ELEVATION WELL
 BO0419
 BO0419  HISTORY     - Date     Condition        Report By
 BO0419  HISTORY     - 1981     MONUMENTED       NGS
 BO0419
 BO0419                          STATION DESCRIPTION
 BO0419
 BO0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0419'15.2 KM (9.45 MI) NE FROM ROCKSPRINGS.
 BO0419'15.2 KM (9.45 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0419'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 3 BY 10 FT EXPOSED
 BO0419'AREA OF OUTCROPPING BEDROCK, 0.8 KM (0.5 MI) NORTHEAST OF A SIDE ROAD
 BO0419'LEADING NORTHWEST, 22.4 METERS (73.5 FT) WEST OF A FENCE AND 9.0
 BO0419'METERS (29.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 BO0419'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 BO0419'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0750 ***********************************************************************
 CB0750  DESIGNATION -  J 1446
 CB0750  PID         -  CB0750
 CB0750  STATE/COUNTY-  TX/TOM GREEN
 CB0750  USGS QUAD   -  TWIN BUTTES (1978)
 CB0750
 CB0750                         *CURRENT SURVEY CONTROL
 CB0750  ___________________________________________________________________
 CB0750* NAD 83(1986)-  31 25 06.     (N)    100 31 52.     (W)     SCALED    
 CB0750* NAVD 88     -       607.582  (meters)    1993.38   (feet)  ADJUSTED  
 CB0750  ___________________________________________________________________
 CB0750  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0750  DYNAMIC HT  -         606.750 (meters)    1990.65  (feet)  COMP
 CB0750  MODELED GRAV-     979,252.6   (mgal)                       NAVD 88
 CB0750
 CB0750  VERT ORDER  -  FIRST     CLASS II
 CB0750
 CB0750.The horizontal coordinates were scaled from a topographic map and have
 CB0750.an estimated accuracy of +/- 6 seconds.
 CB0750
 CB0750.The orthometric height was determined by differential leveling
 CB0750.and adjusted by the National Geodetic Survey in June 1991..
 CB0750
 CB0750.The geoid height was determined by GEOID03.
 CB0750
 CB0750.The dynamic height is computed by dividing the NAVD 88
 CB0750.geopotential number by the normal gravity value computed on the
 CB0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0750.degrees latitude (g = 980.6199 gals.).
 CB0750
 CB0750.The modeled gravity was interpolated from observed gravity values.
 CB0750
 CB0750;                    North         East    Units  Estimated Accuracy
 CB0750;SPC TX C     - 3,194,200.      681,200.      MT  (+/- 180 meters Scaled)
 CB0750
 CB0750                          SUPERSEDED SURVEY CONTROL
 CB0750
 CB0750.No superseded survey control is available for this station.
 CB0750
 CB0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV544769(NAD 83)
 CB0750_MARKER: I = METAL ROD
 CB0750_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0750+WITH SETTING: INFORMATION.
 CB0750_SP_SET: SHALLOW SET METAL ROD
 CB0750_STAMPING: J 1446 1981
 CB0750_MARK LOGO: NGS   
 CB0750_PROJECTION: FLUSH
 CB0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0750_ROD/PIPE-DEPTH: 1.5  meters
 CB0750
 CB0750  HISTORY     - Date     Condition        Report By
 CB0750  HISTORY     - 1981     MONUMENTED       NGS
 CB0750
 CB0750                          STATION DESCRIPTION
 CB0750
 CB0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0750'11.4 KM (7.05 MI) SW FROM SAN ANGELO.
 CB0750'1.0 KM (0.6 MI) NORTH ALONG CHADBOURNE STREET FROM THE ATCHISON,
 CB0750'TOPEKA AND SANTA FE RAILROAD FROM THE RAILROAD STATION IN SAN ANGELO,
 CB0750'THENCE 10.4 KM (6.45 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 67, 0.3 KM
 CB0750'(0.2 MI) SOUTHWEST OF A GRAVELED ROAD LEADING SOUTHWEST, 27.1 METERS
 CB0750'(89.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1.7 METERS
 CB0750'(5.6 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 CB0750'IS THROUGH A 5-INCH LOGO CAP.
 CB0750'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CB0750'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1220 ***********************************************************************
 CA1220  DESIGNATION -  J 1447 RESET
 CA1220  PID         -  CA1220
 CA1220  STATE/COUNTY-  TX/MCCULLOCH
 CA1220  USGS QUAD   -  BRADY SW (1987)
 CA1220
 CA1220                         *CURRENT SURVEY CONTROL
 CA1220  ___________________________________________________________________
 CA1220* NAD 83(1986)-  31 03 07.     (N)    099 22 32.     (W)     SCALED    
 CA1220* NAVD 88     -       589.34   (meters)    1933.5    (feet)  RESET     
 CA1220  ___________________________________________________________________
 CA1220  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CA1220
 CA1220  VERT ORDER  -  THIRD
 CA1220
 CA1220.The horizontal coordinates were scaled from a topographic map and have
 CA1220.an estimated accuracy of +/- 6 seconds.
 CA1220
 CA1220.The orthometric height was computed from unverified reset data.
 CA1220
 CA1220.The geoid height was determined by GEOID03.
 CA1220
 CA1220;                    North         East    Units  Estimated Accuracy
 CA1220;SPC TX C     - 3,153,960.      791,410.      MT  (+/- 180 meters Scaled)
 CA1220
 CA1220                          SUPERSEDED SURVEY CONTROL
 CA1220
 CA1220.No superseded survey control is available for this station.
 CA1220
 CA1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV641354(NAD 83)
 CA1220_MARKER: DV = VERTICAL CONTROL DISK
 CA1220_SETTING: 66 = SET IN ROCK OUTCROP
 CA1220_SP_SET: ROCK OUTCROP
 CA1220_STAMPING: J 1447 RESET 1989
 CA1220_MARK LOGO: NGS   
 CA1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA1220+STABILITY: POSITION/ELEVATION WELL
 CA1220
 CA1220  HISTORY     - Date     Condition        Report By
 CA1220  HISTORY     - 1989     MONUMENTED       TXHD
 CA1220
 CA1220                          STATION DESCRIPTION
 CA1220
 CA1220'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1989
 CA1220'2.3 KM (1.40 MI) SOUTHERLY ALONG US HIGHWAYS 87, 190 AND 377 FROM THE
 CA1220'COURTHOUSE IN BRADY, THENCE 7.9 KM (4.90 MI) SOUTHERLY ALONG US
 CA1220'HIGHWAY 190, 0.1 KM (0.05 MI) SOUTHWEST OF THE CENTER OF A FIELD
 CA1220'ENTRANCE, IN LIMESTONE BEDROCK, 20.9 M (68.6 FT) NORTHWEST OF THE
 CA1220'CENTERLINE OF THE HIGHWAY, 15.2 M (49.9 FT) SOUTH OF NINE RM 2, AND
 CA1220'2.5 M (8.2 FT) NORTHWEST OF A FENCE, 1.5 M (4.9 FT) ABOVE THE
 CA1220'HIGWHAY, 2.5 M (8.2 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0803 ***********************************************************************
 CA0803  DESIGNATION -  J 1448
 CA0803  PID         -  CA0803
 CA0803  STATE/COUNTY-  TX/MCCULLOCH
 CA0803  USGS QUAD   -  BRADY SOUTH (1987)
 CA0803
 CA0803                         *CURRENT SURVEY CONTROL
 CA0803  ___________________________________________________________________
 CA0803* NAD 83(1986)-  31 05 55.     (N)    099 20 42.     (W)     SCALED    
 CA0803* NAVD 88     -       537.868  (meters)    1764.66   (feet)  ADJUSTED  
 CA0803  ___________________________________________________________________
 CA0803  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CA0803  DYNAMIC HT  -         537.144 (meters)    1762.28  (feet)  COMP
 CA0803  MODELED GRAV-     979,277.7   (mgal)                       NAVD 88
 CA0803
 CA0803  VERT ORDER  -  FIRST     CLASS II
 CA0803
 CA0803.The horizontal coordinates were scaled from a topographic map and have
 CA0803.an estimated accuracy of +/- 6 seconds.
 CA0803
 CA0803.The orthometric height was determined by differential leveling
 CA0803.and adjusted by the National Geodetic Survey in June 1991..
 CA0803
 CA0803.The geoid height was determined by GEOID03.
 CA0803
 CA0803.The dynamic height is computed by dividing the NAVD 88
 CA0803.geopotential number by the normal gravity value computed on the
 CA0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0803.degrees latitude (g = 980.6199 gals.).
 CA0803
 CA0803.The modeled gravity was interpolated from observed gravity values.
 CA0803
 CA0803;                    North         East    Units  Estimated Accuracy
 CA0803;SPC TX C     - 3,159,160.      794,280.      MT  (+/- 180 meters Scaled)
 CA0803
 CA0803                          SUPERSEDED SURVEY CONTROL
 CA0803
 CA0803.No superseded survey control is available for this station.
 CA0803
 CA0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV670405(NAD 83)
 CA0803_MARKER: I = METAL ROD
 CA0803_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0803+WITH SETTING: INFORMATION.
 CA0803_SP_SET: SHALLOW SET METAL ROD
 CA0803_STAMPING: J 1448 1981
 CA0803_MARK LOGO: NGS   
 CA0803_PROJECTION: FLUSH
 CA0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0803_ROD/PIPE-DEPTH: 2.1  meters
 CA0803
 CA0803  HISTORY     - Date     Condition        Report By
 CA0803  HISTORY     - 1981     MONUMENTED       NGS
 CA0803  HISTORY     - 19950827 GOOD             USPSQD
 CA0803
 CA0803                          STATION DESCRIPTION
 CA0803
 CA0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0803'4.2 KM (2.65 MI) SW FROM BRADY.
 CA0803'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0803'THE COURTHOUSE IN BRADY, THENCE 1.9 KM (1.2 MI) SOUTHWESTERLY ALONG
 CA0803'U.S. HIGHWAY 190, 46.5 METERS (152.6 FT) NORTHEAST OF THE NORTHEAST
 CA0803'CORNER OF A CULVERT, 18.0 METERS (59.1 FT) SOUTHEAST OF THE CENTERLINE
 CA0803'OF THE HIGHWAY AND 7.2 METERS (23.6 FT) NORTHEAST OF THE CENTER OF A
 CA0803'FIELD ENTRANCE.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE
 CA0803'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0803'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CA0803'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 CA0803
 CA0803                          STATION RECOVERY (1995)
 CA0803
 CA0803'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0459 ***********************************************************************
 BN0459  DESIGNATION -  J 1449
 BN0459  PID         -  BN0459
 BN0459  STATE/COUNTY-  TX/KIMBLE
 BN0459  USGS QUAD   -  JULIO DRAW (1970)
 BN0459
 BN0459                         *CURRENT SURVEY CONTROL
 BN0459  ___________________________________________________________________
 BN0459* NAD 83(1986)-  30 42 20.     (N)    099 46 16.     (W)     SCALED    
 BN0459* NAVD 88     -       670.254  (meters)    2198.99   (feet)  ADJUSTED  
 BN0459  ___________________________________________________________________
 BN0459  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 BN0459  DYNAMIC HT  -         669.304 (meters)    2195.87  (feet)  COMP
 BN0459  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 BN0459
 BN0459  VERT ORDER  -  FIRST     CLASS II
 BN0459
 BN0459.The horizontal coordinates were scaled from a topographic map and have
 BN0459.an estimated accuracy of +/- 6 seconds.
 BN0459
 BN0459.The orthometric height was determined by differential leveling
 BN0459.and adjusted by the National Geodetic Survey in June 1991..
 BN0459
 BN0459.The geoid height was determined by GEOID03.
 BN0459
 BN0459.The dynamic height is computed by dividing the NAVD 88
 BN0459.geopotential number by the normal gravity value computed on the
 BN0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0459.degrees latitude (g = 980.6199 gals.).
 BN0459
 BN0459.The modeled gravity was interpolated from observed gravity values.
 BN0459
 BN0459;                    North         East    Units  Estimated Accuracy
 BN0459;SPC TX C     - 3,115,300.      753,850.      MT  (+/- 180 meters Scaled)
 BN0459
 BN0459                          SUPERSEDED SURVEY CONTROL
 BN0459
 BN0459.No superseded survey control is available for this station.
 BN0459
 BN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU261972(NAD 83)
 BN0459_MARKER: DB = BENCH MARK DISK
 BN0459_SETTING: 66 = SET IN ROCK OUTCROP
 BN0459_SP_SET: ROCK OUTCROP
 BN0459_STAMPING: J 1449 1982
 BN0459_MARK LOGO: NGS   
 BN0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0459+STABILITY: POSITION/ELEVATION WELL
 BN0459
 BN0459  HISTORY     - Date     Condition        Report By
 BN0459  HISTORY     - 1982     MONUMENTED       NGS
 BN0459  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0459  HISTORY     - 19950731 MARK NOT FOUND   USPSQD
 BN0459
 BN0459                          STATION DESCRIPTION
 BN0459
 BN0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0459'25.2 KM (15.65 MI) NORT FROM JUNCTION.
 BN0459'25.2 KM (15.65 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0459'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 0.2 KM (0.1
 BN0459'MI) NORTH OF A GRAVELED ROAD LEADING WEST, IN A 5 BY 25 FT EXPOSED
 BN0459'AREA OF OUTCROPPING BEDROCK AND 10.7 METERS (35.1 FT) EAST OF THE
 BN0459'CENTERLINE OF THE HIGHWAY.
 BN0459'THE MARK IS 7.9 METERS  W FROM  A WITNESS POST AND FENCE
 BN0459'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0459
 BN0459                          STATION RECOVERY (1991)
 BN0459
 BN0459'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0459'MARK NOT FOUND.
 BN0459
 BN0459                          STATION RECOVERY (1995)
 BN0459
 BN0459'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0830 ***********************************************************************
 BN0830  DESIGNATION -  J 1449 RESET
 BN0830  PID         -  BN0830
 BN0830  STATE/COUNTY-  TX/KIMBLE
 BN0830  USGS QUAD   -  JULIO DRAW (1970)
 BN0830
 BN0830                         *CURRENT SURVEY CONTROL
 BN0830  ___________________________________________________________________
 BN0830* NAD 83(1986)-  30 42 20.     (N)    099 46 16.     (W)     SCALED    
 BN0830* NAVD 88     -       672.80   (meters)    2207.3    (feet)  RESET     
 BN0830  ___________________________________________________________________
 BN0830  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 BN0830
 BN0830  VERT ORDER  -  THIRD
 BN0830
 BN0830.The horizontal coordinates were scaled from a topographic map and have
 BN0830.an estimated accuracy of +/- 6 seconds.
 BN0830
 BN0830.The orthometric height was computed from unverified reset data.
 BN0830
 BN0830.The geoid height was determined by GEOID03.
 BN0830
 BN0830;                    North         East    Units  Estimated Accuracy
 BN0830;SPC TX C     - 3,115,300.      753,850.      MT  (+/- 180 meters Scaled)
 BN0830
 BN0830                          SUPERSEDED SURVEY CONTROL
 BN0830
 BN0830.No superseded survey control is available for this station.
 BN0830
 BN0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU261972(NAD 83)
 BN0830_MARKER: DV = VERTICAL CONTROL DISK
 BN0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0830_SP_SET: CONCRETE POST
 BN0830_STAMPING: J 1449 RESET 1986
 BN0830_MARK LOGO: NGS   
 BN0830_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0830+STABILITY: SURFACE MOTION
 BN0830
 BN0830  HISTORY     - Date     Condition        Report By
 BN0830  HISTORY     - 1986     MONUMENTED       TXHD
 BN0830
 BN0830                          STATION DESCRIPTION
 BN0830
 BN0830'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 BN0830'15.65 MI (25.19 KM) NORTH OF US HIGHWAY 83 FROM ITS JUNCTION WITH US
 BN0830'HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 52 FEET (15.8 M)
 BN0830'EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY 83 AT ENGINEERS CENTERLINE
 BN0830'STATION 836+27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0890 ***********************************************************************
 CA0890  DESIGNATION -  J 1450
 CA0890  PID         -  CA0890
 CA0890  STATE/COUNTY-  TX/COLEMAN
 CA0890  USGS QUAD   -  NOVICE EAST (1987)
 CA0890
 CA0890                         *CURRENT SURVEY CONTROL
 CA0890  ___________________________________________________________________
 CA0890* NAD 83(1986)-  31 59 46.     (N)    099 35 20.     (W)     SCALED    
 CA0890* NAVD 88     -       594.534  (meters)    1950.57   (feet)  ADJUSTED  
 CA0890  ___________________________________________________________________
 CA0890  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CA0890  DYNAMIC HT  -         593.753 (meters)    1948.00  (feet)  COMP
 CA0890  MODELED GRAV-     979,305.1   (mgal)                       NAVD 88
 CA0890
 CA0890  VERT ORDER  -  FIRST     CLASS II
 CA0890
 CA0890.The horizontal coordinates were scaled from a topographic map and have
 CA0890.an estimated accuracy of +/- 6 seconds.
 CA0890
 CA0890.The orthometric height was determined by differential leveling
 CA0890.and adjusted by the National Geodetic Survey in June 1991..
 CA0890
 CA0890.The geoid height was determined by GEOID03.
 CA0890
 CA0890.The dynamic height is computed by dividing the NAVD 88
 CA0890.geopotential number by the normal gravity value computed on the
 CA0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0890.degrees latitude (g = 980.6199 gals.).
 CA0890
 CA0890.The modeled gravity was interpolated from observed gravity values.
 CA0890
 CA0890;                    North         East    Units  Estimated Accuracy
 CA0890;SPC TX C     - 3,258,480.      770,350.      MT  (+/- 180 meters Scaled)
 CA0890
 CA0890                          SUPERSEDED SURVEY CONTROL
 CA0890
 CA0890.No superseded survey control is available for this station.
 CA0890
 CA0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA443401(NAD 83)
 CA0890_MARKER: I = METAL ROD
 CA0890_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0890_SP_SET: STAINLESS STEEL ROD
 CA0890_STAMPING: J 1450 1982
 CA0890_MARK LOGO: NGS   
 CA0890_PROJECTION: FLUSH
 CA0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0890_ROD/PIPE-DEPTH: 4.0  meters
 CA0890
 CA0890  HISTORY     - Date     Condition        Report By
 CA0890  HISTORY     - 1982     MONUMENTED       NGS
 CA0890
 CA0890                          STATION DESCRIPTION
 CA0890
 CA0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0890'22.5 KM (14.0 MI) NW FROM COLEMAN.
 CA0890'22.5 KM (14.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CA0890'JUNCTION WITH U.S. HIGHWAY 283 AT THE NORTH EDGE OF COLEMAN, OR 21.8
 CA0890'KM (13.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 CA0890'WITH FARM ROAD 604 IN LAWN, 0.2 KM (0.1 MI) NORTHWEST OF A DRIVEWAY
 CA0890'LEADING SOUTHWEST, 0.4 KM (0.25 MI) SOUTHEAST OF A SIDE ROAD LEADING
 CA0890'EAST AND 18.4 METERS (60.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CA0890'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CA0890'CAP.
 CA0890'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST AND FENCE
 CA0890'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0844 ***********************************************************************
 CT0844  DESIGNATION -  J 1451
 CT0844  PID         -  CT0844
 CT0844  STATE/COUNTY-  TX/TAYLOR
 CT0844  USGS QUAD   -  ABILENE EAST (1987)
 CT0844
 CT0844                         *CURRENT SURVEY CONTROL
 CT0844  ___________________________________________________________________
 CT0844* NAD 83(1986)-  32 22 34.     (N)    099 44 33.     (W)     SCALED    
 CT0844* NAVD 88     -       545.774  (meters)    1790.59   (feet)  ADJUSTED  
 CT0844  ___________________________________________________________________
 CT0844  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CT0844  DYNAMIC HT  -         545.064 (meters)    1788.26  (feet)  COMP
 CT0844  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 CT0844
 CT0844  VERT ORDER  -  FIRST     CLASS II
 CT0844
 CT0844.The horizontal coordinates were scaled from a topographic map and have
 CT0844.an estimated accuracy of +/- 6 seconds.
 CT0844
 CT0844.The orthometric height was determined by differential leveling
 CT0844.and adjusted by the National Geodetic Survey in June 1991..
 CT0844
 CT0844.The geoid height was determined by GEOID03.
 CT0844
 CT0844.The dynamic height is computed by dividing the NAVD 88
 CT0844.geopotential number by the normal gravity value computed on the
 CT0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0844.degrees latitude (g = 980.6199 gals.).
 CT0844
 CT0844.The modeled gravity was interpolated from observed gravity values.
 CT0844
 CT0844;                    North         East    Units  Estimated Accuracy
 CT0844;SPC TXNC     - 2,079,360.      483,080.      MT  (+/- 180 meters Scaled)
 CT0844
 CT0844                          SUPERSEDED SURVEY CONTROL
 CT0844
 CT0844.No superseded survey control is available for this station.
 CT0844
 CT0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA301823(NAD 83)
 CT0844_MARKER: I = METAL ROD
 CT0844_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CT0844_SP_SET: STAINLESS STEEL ROD
 CT0844_STAMPING: J 1451 1982
 CT0844_MARK LOGO: NGS   
 CT0844_PROJECTION: FLUSH
 CT0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0844_ROD/PIPE-DEPTH: 4.3  meters
 CT0844
 CT0844  HISTORY     - Date     Condition        Report By
 CT0844  HISTORY     - 1982     MONUMENTED       NGS
 CT0844  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0844
 CT0844                          STATION DESCRIPTION
 CT0844
 CT0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0844'9.5 KM (5.9 MI) SOUTH FROM ABILENE.
 CT0844'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0844'STATION IN ABILENE, THENCE 5.3 KM (3.3 MI) SOUTHERLY ALONG THE
 CT0844'SOUTHERN PACIFIC RAILROAD, THENCE 3.2 KM (2.0 MI) SOUTHERLY ALONG U.S.
 CT0844'HIGHWAYS 83 AND 84, 0.4 KM (0.25 MI) NORTH OF A GRAVELED ROAD LEADING
 CT0844'WEST, 19.3 METERS (63.3 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 CT0844'LANES OF THE HIGHWAY AND 1.6 METERS (5.2 FT) SOUTH OF A FENCE CORNER.
 CT0844'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0844'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CT0844'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0844
 CT0844                          STATION RECOVERY (2001)
 CT0844
 CT0844'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0824 ***********************************************************************
 CU0824  DESIGNATION -  J 1452
 CU0824  PID         -  CU0824
 CU0824  STATE/COUNTY-  TX/MIDLAND
 CU0824  USGS QUAD   -  GERMANIA (1974)
 CU0824
 CU0824                         *CURRENT SURVEY CONTROL
 CU0824  ___________________________________________________________________
 CU0824* NAD 83(1986)-  32 02 38.     (N)    101 58 49.     (W)     SCALED    
 CU0824* NAVD 88     -       844.453  (meters)    2770.51   (feet)  ADJUSTED  
 CU0824  ___________________________________________________________________
 CU0824  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 CU0824  DYNAMIC HT  -         843.272 (meters)    2766.63  (feet)  COMP
 CU0824  MODELED GRAV-     979,212.1   (mgal)                       NAVD 88
 CU0824
 CU0824  VERT ORDER  -  FIRST     CLASS II
 CU0824
 CU0824.The horizontal coordinates were scaled from a topographic map and have
 CU0824.an estimated accuracy of +/- 6 seconds.
 CU0824
 CU0824.The orthometric height was determined by differential leveling
 CU0824.and adjusted by the National Geodetic Survey in June 1991..
 CU0824
 CU0824.The geoid height was determined by GEOID03.
 CU0824
 CU0824.The dynamic height is computed by dividing the NAVD 88
 CU0824.geopotential number by the normal gravity value computed on the
 CU0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0824.degrees latitude (g = 980.6199 gals.).
 CU0824
 CU0824.The modeled gravity was interpolated from observed gravity values.
 CU0824
 CU0824;                    North         East    Units  Estimated Accuracy
 CU0824;SPC TX C     - 3,264,700.      544,450.      MT  (+/- 180 meters Scaled)
 CU0824
 CU0824                          SUPERSEDED SURVEY CONTROL
 CU0824
 CU0824.No superseded survey control is available for this station.
 CU0824
 CU0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA185491(NAD 83)
 CU0824_MARKER: DB = BENCH MARK DISK
 CU0824_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0824_SP_SET: PIER
 CU0824_STAMPING: J 1452 1982
 CU0824_MARK LOGO: NGS   
 CU0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0824
 CU0824  HISTORY     - Date     Condition        Report By
 CU0824  HISTORY     - 1982     MONUMENTED       NGS
 CU0824
 CU0824                          STATION DESCRIPTION
 CU0824
 CU0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0824'10.2 KM (6.35 MI) NE FROM MIDLAND.
 CU0824'10.2 KM (6.35 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0824'FROM THE POST OFFICE IN MIDLAND, SET VERTICALLY IN THE NORTHWEST FACE
 CU0824'OF THE MOST SOUTHWESTERLY 1 OF 4 PIERS OF THE INTERSTATE HIGHWAY 20
 CU0824'OVERPASS OF U.S. HIGHWAY 80, 23.4 METERS (76.8 FT) SOUTHEAST OF THE
 CU0824'CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 80 AND 3.3 METERS
 CU0824'(10.8 FT) NORTHWEST OF THE NEAR RAIL.
 CU0824'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0798 ***********************************************************************
 CU0798  DESIGNATION -  J 1453
 CU0798  PID         -  CU0798
 CU0798  STATE/COUNTY-  TX/HOWARD
 CU0798  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0798
 CU0798                         *CURRENT SURVEY CONTROL
 CU0798  ___________________________________________________________________
 CU0798* NAD 83(1986)-  32 15 58.     (N)    101 28 25.     (W)     SCALED    
 CU0798* NAVD 88     -       755.597  (meters)    2478.99   (feet)  ADJUSTED  
 CU0798  ___________________________________________________________________
 CU0798  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CU0798  DYNAMIC HT  -         754.562 (meters)    2475.59  (feet)  COMP
 CU0798  MODELED GRAV-     979,244.4   (mgal)                       NAVD 88
 CU0798
 CU0798  VERT ORDER  -  FIRST     CLASS II
 CU0798
 CU0798.The horizontal coordinates were scaled from a topographic map and have
 CU0798.an estimated accuracy of +/- 6 seconds.
 CU0798
 CU0798.The orthometric height was determined by differential leveling
 CU0798.and adjusted by the National Geodetic Survey in June 1991..
 CU0798
 CU0798.The geoid height was determined by GEOID03.
 CU0798
 CU0798.The dynamic height is computed by dividing the NAVD 88
 CU0798.geopotential number by the normal gravity value computed on the
 CU0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0798.degrees latitude (g = 980.6199 gals.).
 CU0798
 CU0798.The modeled gravity was interpolated from observed gravity values.
 CU0798
 CU0798;                    North         East    Units  Estimated Accuracy
 CU0798;SPC TXNC     - 2,070,440.      319,880.      MT  (+/- 180 meters Scaled)
 CU0798
 CU0798                          SUPERSEDED SURVEY CONTROL
 CU0798
 CU0798.No superseded survey control is available for this station.
 CU0798
 CU0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA670726(NAD 83)
 CU0798_MARKER: DB = BENCH MARK DISK
 CU0798_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0798_SP_SET: ABUTMENT
 CU0798_STAMPING: J 1453 1982
 CU0798_MARK LOGO: NGS   
 CU0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0798+STABILITY: POSITION/ELEVATION WELL
 CU0798
 CU0798  HISTORY     - Date     Condition        Report By
 CU0798  HISTORY     - 1982     MONUMENTED       NGS
 CU0798
 CU0798                          STATION DESCRIPTION
 CU0798
 CU0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0798'1.6 KM (1.0 MI) NE FROM BIG SPRING.
 CU0798'1.6 KM (1.0 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0798'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, IN TOP OF AND 0.3 METER
 CU0798'(1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE
 CU0798'ABUTMENT OF THE STATE HIGHWAY 350 (EXIT 178) OVERPASS, 28.5 METERS
 CU0798'(93.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF
 CU0798'THE HIGHWAY AND 5.3 METERS (17.4 FT) EAST OF THE CENTER OF THE NORTH
 CU0798'BOUND LANES OF AN ACCESS ROAD.
 CU0798'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0433 ***********************************************************************
 BN0433  DESIGNATION -  J 1454
 BN0433  PID         -  BN0433
 BN0433  STATE/COUNTY-  TX/KIMBLE
 BN0433  USGS QUAD   -  JUNCTION (1974)
 BN0433
 BN0433                         *CURRENT SURVEY CONTROL
 BN0433  ___________________________________________________________________
 BN0433* NAD 83(1986)-  30 24 19.     (N)    099 51 41.     (W)     SCALED    
 BN0433* NAVD 88     -       551.242  (meters)    1808.53   (feet)  ADJUSTED  
 BN0433  ___________________________________________________________________
 BN0433  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 BN0433  DYNAMIC HT  -         550.458 (meters)    1805.96  (feet)  COMP
 BN0433  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 BN0433
 BN0433  VERT ORDER  -  FIRST     CLASS II
 BN0433
 BN0433.The horizontal coordinates were scaled from a topographic map and have
 BN0433.an estimated accuracy of +/- 6 seconds.
 BN0433
 BN0433.The orthometric height was determined by differential leveling
 BN0433.and adjusted by the National Geodetic Survey in June 1991..
 BN0433
 BN0433.The geoid height was determined by GEOID03.
 BN0433
 BN0433.The dynamic height is computed by dividing the NAVD 88
 BN0433.geopotential number by the normal gravity value computed on the
 BN0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0433.degrees latitude (g = 980.6199 gals.).
 BN0433
 BN0433.The modeled gravity was interpolated from observed gravity values.
 BN0433
 BN0433;                    North         East    Units  Estimated Accuracy
 BN0433;SPC TX C     - 3,081,980.      745,350.      MT  (+/- 180 meters Scaled)
 BN0433
 BN0433                          SUPERSEDED SURVEY CONTROL
 BN0433
 BN0433.No superseded survey control is available for this station.
 BN0433
 BN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU172640(NAD 83)
 BN0433_MARKER: I = METAL ROD
 BN0433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0433_SP_SET: STAINLESS STEEL ROD
 BN0433_STAMPING: J 1454 1982
 BN0433_MARK LOGO: NGS   
 BN0433_PROJECTION: FLUSH
 BN0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0433_ROD/PIPE-DEPTH: 6.1  meters
 BN0433
 BN0433  HISTORY     - Date     Condition        Report By
 BN0433  HISTORY     - 1982     MONUMENTED       NGS
 BN0433  HISTORY     - 19981121 GOOD             USPSQD
 BN0433
 BN0433                          STATION DESCRIPTION
 BN0433
 BN0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0433'14.0 KM (8.7 MI) SW FROM JUNCTION.
 BN0433'14.0 KM (8.7 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0433'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT THE ENTRANCE TO
 BN0433'THE BURT RANCH, 32.3 METERS (106.0 FT) SOUTH OF THE CENTERLINE OF THE
 BN0433'HIGHWAY AND 27.4 METERS (89.9 FT) EAST-NORTHEAST OF THE CENTER OF A
 BN0433'GRAVELED ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BN0433'LOGO CAP.
 BN0433'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 BN0433'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0433
 BN0433                          STATION RECOVERY (1998)
 BN0433
 BN0433'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0822 ***********************************************************************
 CA0822  DESIGNATION -  J 1455
 CA0822  PID         -  CA0822
 CA0822  STATE/COUNTY-  TX/MCCULLOCH
 CA0822  USGS QUAD   -  PLACID (1979)
 CA0822
 CA0822                         *CURRENT SURVEY CONTROL
 CA0822  ___________________________________________________________________
 CA0822* NAD 83(1986)-  31 21 03.     (N)    099 11 06.     (W)     SCALED    
 CA0822* NAVD 88     -       480.839  (meters)    1577.55   (feet)  ADJUSTED  
 CA0822  ___________________________________________________________________
 CA0822  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CA0822  DYNAMIC HT  -         480.197 (meters)    1575.45  (feet)  COMP
 CA0822  MODELED GRAV-     979,289.4   (mgal)                       NAVD 88
 CA0822
 CA0822  VERT ORDER  -  FIRST     CLASS II
 CA0822
 CA0822.The horizontal coordinates were scaled from a topographic map and have
 CA0822.an estimated accuracy of +/- 6 seconds.
 CA0822
 CA0822.The orthometric height was determined by differential leveling
 CA0822.and adjusted by the National Geodetic Survey in June 1991..
 CA0822
 CA0822.The geoid height was determined by GEOID03.
 CA0822
 CA0822.The dynamic height is computed by dividing the NAVD 88
 CA0822.geopotential number by the normal gravity value computed on the
 CA0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0822.degrees latitude (g = 980.6199 gals.).
 CA0822
 CA0822.The modeled gravity was interpolated from observed gravity values.
 CA0822
 CA0822;                    North         East    Units  Estimated Accuracy
 CA0822;SPC TX C     - 3,187,260.      809,250.      MT  (+/- 180 meters Scaled)
 CA0822
 CA0822                          SUPERSEDED SURVEY CONTROL
 CA0822
 CA0822.No superseded survey control is available for this station.
 CA0822
 CA0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV824684(NAD 83)
 CA0822_MARKER: DB = BENCH MARK DISK
 CA0822_SETTING: 66 = SET IN ROCK OUTCROP
 CA0822_SP_SET: ROCK OUTCROP
 CA0822_STAMPING: J 1455 1982
 CA0822_MARK LOGO: NGS   
 CA0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0822+STABILITY: POSITION/ELEVATION WELL
 CA0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0822+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0822
 CA0822  HISTORY     - Date     Condition        Report By
 CA0822  HISTORY     - 1982     MONUMENTED       NGS
 CA0822  HISTORY     - 19950826 GOOD             USPSQD
 CA0822  HISTORY     - 20060319 GOOD             USPSQD
 CA0822
 CA0822                          STATION DESCRIPTION
 CA0822
 CA0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0822'28.2 KM (17.5 MI) NE FROM BRADY.
 CA0822'28.2 KM (17.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0822'COURTHOUSE IN BRADY, IN THE CENTER OF A 2 BY 4 FT EXPOSED AREA OF
 CA0822'OUTCROPPING BEDROCK, 0.1 KM (0.05 MI) NORTHEAST OF THE CREST OF A
 CA0822'SMALL HILL, 0.4 KM (0.25 MI) SOUTHWEST OF A FIELD ENTRANCE, 17.7
 CA0822'METERS (58.1 FT) SOUTHWEST OF BENCH MARK TT 9 R USGS, 11.7 METERS
 CA0822'(38.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 3.3 METERS
 CA0822'(10.8 FT) SOUTHEAST OF A FENCE.
 CA0822'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CA0822'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 CA0822
 CA0822                          STATION RECOVERY (1995)
 CA0822
 CA0822'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0822'RECOVERED IN GOOD CONDITION.
 CA0822
 CA0822                          STATION RECOVERY (2006)
 CA0822
 CA0822'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0822'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0846 ***********************************************************************
 CA0846  DESIGNATION -  J 1456
 CA0846  PID         -  CA0846
 CA0846  STATE/COUNTY-  TX/BROWN
 CA0846  USGS QUAD   -  BANGS EAST (1987)
 CA0846
 CA0846                         *CURRENT SURVEY CONTROL
 CA0846  ___________________________________________________________________
 CA0846* NAD 83(1986)-  31 39 02.     (N)    099 00 41.     (W)     SCALED    
 CA0846* NAVD 88     -       482.192  (meters)    1581.99   (feet)  ADJUSTED  
 CA0846  ___________________________________________________________________
 CA0846  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CA0846  DYNAMIC HT  -         481.559 (meters)    1579.91  (feet)  COMP
 CA0846  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 CA0846
 CA0846  VERT ORDER  -  FIRST     CLASS II
 CA0846
 CA0846.The horizontal coordinates were scaled from a topographic map and have
 CA0846.an estimated accuracy of +/- 6 seconds.
 CA0846
 CA0846.The orthometric height was determined by differential leveling
 CA0846.and adjusted by the National Geodetic Survey in June 1991..
 CA0846
 CA0846.The geoid height was determined by GEOID03.
 CA0846
 CA0846.The dynamic height is computed by dividing the NAVD 88
 CA0846.geopotential number by the normal gravity value computed on the
 CA0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0846.degrees latitude (g = 980.6199 gals.).
 CA0846
 CA0846.The modeled gravity was interpolated from observed gravity values.
 CA0846
 CA0846;                    North         East    Units  Estimated Accuracy
 CA0846;SPC TX C     - 3,220,680.      825,380.      MT  (+/- 180 meters Scaled)
 CA0846
 CA0846                          SUPERSEDED SURVEY CONTROL
 CA0846
 CA0846.No superseded survey control is available for this station.
 CA0846
 CA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA989017(NAD 83)
 CA0846_MARKER: DB = BENCH MARK DISK
 CA0846_SETTING: 66 = SET IN ROCK OUTCROP
 CA0846_SP_SET: ROCK OUTCROP
 CA0846_STAMPING: J 1456 1982
 CA0846_MARK LOGO: NGS   
 CA0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0846+STABILITY: POSITION/ELEVATION WELL
 CA0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0846+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0846
 CA0846  HISTORY     - Date     Condition        Report By
 CA0846  HISTORY     - 1982     MONUMENTED       NGS
 CA0846  HISTORY     - 20060319 GOOD             USPSQD
 CA0846
 CA0846                          STATION DESCRIPTION
 CA0846
 CA0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0846'9.5 KM (5.9 MI) SW FROM BROWNWOOD.
 CA0846'9.5 KM (5.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS JUNCTION
 CA0846'WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, IN THE CENTER OF A 4 BY 6
 CA0846'FT EXPOSED AREA OF OUTCROPPING BEDROCK ON THE TOP OF A HIGHWAY CUT,
 CA0846'17.4 METERS (57.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.0
 CA0846'METERS (45.9 FT) SOUTHWEST OF THE WEST LEG OF A WINDMILL, 9.8 METERS
 CA0846'(32.2 FT) WEST OF AN 8-FT DIAMETER ROCK TANK AND 2.9 METERS (9.5 FT)
 CA0846'SOUTHEAST OF A FENCE.
 CA0846'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 CA0846'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 CA0846
 CA0846                          STATION RECOVERY (2006)
 CA0846
 CA0846'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0846'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0870 ***********************************************************************
 CA0870  DESIGNATION -  J 1457
 CA0870  PID         -  CA0870
 CA0870  STATE/COUNTY-  TX/COLEMAN
 CA0870  USGS QUAD   -  LAKE SAN TANA (1963)
 CA0870
 CA0870                         *CURRENT SURVEY CONTROL
 CA0870  ___________________________________________________________________
 CA0870* NAD 83(1986)-  31 45 13.     (N)    099 20 49.     (W)     SCALED    
 CA0870* NAVD 88     -       517.020  (meters)    1696.26   (feet)  ADJUSTED  
 CA0870  ___________________________________________________________________
 CA0870  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CA0870  DYNAMIC HT  -         516.337 (meters)    1694.02  (feet)  COMP
 CA0870  MODELED GRAV-     979,303.4   (mgal)                       NAVD 88
 CA0870
 CA0870  VERT ORDER  -  FIRST     CLASS II
 CA0870
 CA0870.The horizontal coordinates were scaled from a topographic map and have
 CA0870.an estimated accuracy of +/- 6 seconds.
 CA0870
 CA0870.The orthometric height was determined by differential leveling
 CA0870.and adjusted by the National Geodetic Survey in June 1991..
 CA0870
 CA0870.The geoid height was determined by GEOID03.
 CA0870
 CA0870.The dynamic height is computed by dividing the NAVD 88
 CA0870.geopotential number by the normal gravity value computed on the
 CA0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0870.degrees latitude (g = 980.6199 gals.).
 CA0870
 CA0870.The modeled gravity was interpolated from observed gravity values.
 CA0870
 CA0870;                    North         East    Units  Estimated Accuracy
 CA0870;SPC TX C     - 3,231,770.      793,450.      MT  (+/- 180 meters Scaled)
 CA0870
 CA0870                          SUPERSEDED SURVEY CONTROL
 CA0870
 CA0870.No superseded survey control is available for this station.
 CA0870
 CA0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA671131(NAD 83)
 CA0870_MARKER: I = METAL ROD
 CA0870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0870_SP_SET: STAINLESS STEEL ROD
 CA0870_STAMPING: J 1457 1982
 CA0870_MARK LOGO: NGS   
 CA0870_PROJECTION: FLUSH
 CA0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0870+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0870_ROD/PIPE-DEPTH: 3.0  meters
 CA0870
 CA0870  HISTORY     - Date     Condition        Report By
 CA0870  HISTORY     - 1982     MONUMENTED       NGS
 CA0870  HISTORY     - 20060320 GOOD             USPSQD
 CA0870
 CA0870                          STATION DESCRIPTION
 CA0870
 CA0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0870'14.1 KM (8.75 MI) SE FROM COLEMAN.
 CA0870'14.1 KM (8.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM
 CA0870'ITS JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, 0.6
 CA0870'KM (0.35 MI) SOUTHEAST OF A GRAVELED ROAD CROSSING, 20.0 METERS (65.6
 CA0870'FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 14.8 METERS
 CA0870'(48.6 FT) NORTH OF THE NORTHWEST END OF A BOX CULVERT.  NOTE=REFUSAL
 CA0870'WAS REACHED AT 10.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0870'LOGO CAP.
 CA0870'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 CA0870'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0870
 CA0870                          STATION RECOVERY (2006)
 CA0870
 CA0870'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0870'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0730 ***********************************************************************
 CU0730  DESIGNATION -  J 1458
 CU0730  PID         -  CU0730
 CU0730  STATE/COUNTY-  TX/NOLAN
 CU0730  USGS QUAD   -  CHALK PEAK (1984)
 CU0730
 CU0730                         *CURRENT SURVEY CONTROL
 CU0730  ___________________________________________________________________
 CU0730* NAD 83(1986)-  32 29 30.     (N)    100 09 51.     (W)     SCALED    
 CU0730* NAVD 88     -       602.711  (meters)    1977.39   (feet)  ADJUSTED  
 CU0730  ___________________________________________________________________
 CU0730  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CU0730  DYNAMIC HT  -         601.922 (meters)    1974.81  (feet)  COMP
 CU0730  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 CU0730
 CU0730  VERT ORDER  -  FIRST     CLASS II
 CU0730
 CU0730.The horizontal coordinates were scaled from a topographic map and have
 CU0730.an estimated accuracy of +/- 6 seconds.
 CU0730
 CU0730.The orthometric height was determined by differential leveling
 CU0730.and adjusted by the National Geodetic Survey in June 1991..
 CU0730
 CU0730.The geoid height was determined by GEOID03.
 CU0730
 CU0730.The dynamic height is computed by dividing the NAVD 88
 CU0730.geopotential number by the normal gravity value computed on the
 CU0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0730.degrees latitude (g = 980.6199 gals.).
 CU0730
 CU0730.The modeled gravity was interpolated from observed gravity values.
 CU0730
 CU0730;                    North         East    Units  Estimated Accuracy
 CU0730;SPC TXNC     - 2,092,720.      443,610.      MT  (+/- 180 meters Scaled)
 CU0730
 CU0730                          SUPERSEDED SURVEY CONTROL
 CU0730
 CU0730.No superseded survey control is available for this station.
 CU0730
 CU0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA906955(NAD 83)
 CU0730_MARKER: DB = BENCH MARK DISK
 CU0730_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0730_SP_SET: PIER
 CU0730_STAMPING: J 1458 1982
 CU0730_MARK LOGO: NGS   
 CU0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0730
 CU0730  HISTORY     - Date     Condition        Report By
 CU0730  HISTORY     - 1982     MONUMENTED       NGS
 CU0730
 CU0730                          STATION DESCRIPTION
 CU0730
 CU0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0730'23.7 KM (14.75 MI) EAST FROM SWEETWATER.
 CU0730'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0730'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0730'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0730'19.3 KM (12.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, SET VERTICALLY
 CU0730'IN THE NORTH FACE OF THE MOST EASTERLY ONE OF TWO PIERS OF THE FIRST
 CU0730'SET OF PIERS SOUTH OF THE NORTH ABUTMENT OF THE EXIT 259 OVERPASS,
 CU0730'25.7 METERS (84.3 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST
 CU0730'BOUND LANES OF THE HIGHWAY AND 7.8 METERS (25.6 FT) NORTH-NORTHWEST OF
 CU0730'THE CENTER OF A FRONTAGE ROAD.
 CU0730'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0763 ***********************************************************************
 CU0763  DESIGNATION -  J 1459
 CU0763  PID         -  CU0763
 CU0763  STATE/COUNTY-  TX/MITCHELL
 CU0763  USGS QUAD   -  COLORADO CITY (1979)
 CU0763
 CU0763                         *CURRENT SURVEY CONTROL
 CU0763  ___________________________________________________________________
 CU0763* NAD 83(1986)-  32 23 52.     (N)    100 48 39.     (W)     SCALED    
 CU0763* NAVD 88     -       664.715  (meters)    2180.82   (feet)  ADJUSTED  
 CU0763  ___________________________________________________________________
 CU0763  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CU0763  DYNAMIC HT  -         663.826 (meters)    2177.90  (feet)  COMP
 CU0763  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 CU0763
 CU0763  VERT ORDER  -  FIRST     CLASS II
 CU0763
 CU0763.The horizontal coordinates were scaled from a topographic map and have
 CU0763.an estimated accuracy of +/- 6 seconds.
 CU0763
 CU0763.The orthometric height was determined by differential leveling
 CU0763.and adjusted by the National Geodetic Survey in June 1991..
 CU0763
 CU0763.The geoid height was determined by GEOID03.
 CU0763
 CU0763.The dynamic height is computed by dividing the NAVD 88
 CU0763.geopotential number by the normal gravity value computed on the
 CU0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0763.degrees latitude (g = 980.6199 gals.).
 CU0763
 CU0763.The modeled gravity was interpolated from observed gravity values.
 CU0763
 CU0763;                    North         East    Units  Estimated Accuracy
 CU0763;SPC TXNC     - 2,083,470.      382,620.      MT  (+/- 180 meters Scaled)
 CU0763
 CU0763                          SUPERSEDED SURVEY CONTROL
 CU0763
 CU0763.No superseded survey control is available for this station.
 CU0763
 CU0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA296859(NAD 83)
 CU0763_MARKER: I = METAL ROD
 CU0763_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0763_SP_SET: STAINLESS STEEL ROD
 CU0763_STAMPING: J 1459 1982
 CU0763_MARK LOGO: NGS   
 CU0763_PROJECTION: FLUSH
 CU0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0763_ROD/PIPE-DEPTH: 3.4  meters
 CU0763
 CU0763  HISTORY     - Date     Condition        Report By
 CU0763  HISTORY     - 1982     MONUMENTED       NGS
 CU0763
 CU0763                          STATION DESCRIPTION
 CU0763
 CU0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0763'5.0 KM (3.1 MI) EAST FROM COLORADO CITY.
 CU0763'5.0 KM (3.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION
 CU0763'WITH STATE HIGHWAY 208 IN COLORADO CITY, 0.5 KM (0.3 MI) WEST OF THE
 CU0763'JUNCTION OF FARM ROAD 1899, 71.9 METERS (235.9 FT) SOUTHWEST OF
 CU0763'MILEMARKER 220, 30.5 METERS (100.1 FT) SOUTHEAST OF THE CENTERLINE OF
 CU0763'THE EAST BOUND LANES OF THE HIGHWAY, 10.2 METERS (33.5 FT)
 CU0763'SOUTH-SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD AND 1.4 METERS (4.6
 CU0763'FT) EAST-NORTHEAST OF UTILITY POLE NUMBER 35-6.  NOTE=ACCESS TO THE
 CU0763'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0763'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CU0763'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0128 ***********************************************************************
 CE0128  DESIGNATION -  J 146
 CE0128  PID         -  CE0128
 CE0128  STATE/COUNTY-  TX/EL PASO
 CE0128  USGS QUAD   -  EL PASO (1997)
 CE0128
 CE0128                         *CURRENT SURVEY CONTROL
 CE0128  ___________________________________________________________________
 CE0128* NAD 83(1986)-  31 48 32.     (N)    106 25 06.     (W)     SCALED    
 CE0128* NAVD 88     -      1183.049  (meters)    3881.39   (feet)  POSTED    
 CE0128  ___________________________________________________________________
 CE0128  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0128  DYNAMIC HT  -        1181.240 (meters)    3875.45  (feet)  COMP
 CE0128  MODELED GRAV-     979,073.1   (mgal)                       NAVD 88
 CE0128
 CE0128  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CE0128
 CE0128.The horizontal coordinates were scaled from a topographic map and have
 CE0128.an estimated accuracy of +/- 6 seconds.
 CE0128
 CE0128.The orthometric height was determined by differential leveling
 CE0128.and adjusted by the National Geodetic Survey in 1992..
 CE0128.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CE0128.rate of 4.1 thru 8.0 mm/km.
 CE0128
 CE0128.The geoid height was determined by GEOID03.
 CE0128
 CE0128.The dynamic height is computed by dividing the NAVD 88
 CE0128.geopotential number by the normal gravity value computed on the
 CE0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0128.degrees latitude (g = 980.6199 gals.).
 CE0128
 CE0128.The modeled gravity was interpolated from observed gravity values.
 CE0128
 CE0128;                    North         East    Units  Estimated Accuracy
 CE0128;SPC TX C     - 3,253,240.      124,120.      MT  (+/- 180 meters Scaled)
 CE0128
 CE0128                          SUPERSEDED SURVEY CONTROL
 CE0128
 CE0128  NGVD 29 (??/??/92) 1182.520  (m)         3879.65   (f) ADJ UNCH    1 2
 CE0128
 CE0128.Superseded values are not recommended for survey control.
 CE0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0128.See file dsdata.txt to determine how the superseded data were derived.
 CE0128
 CE0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR657201(NAD 83)
 CE0128_MARKER: DB = BENCH MARK DISK
 CE0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0128_STAMPING: J 146 1954
 CE0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0128+STABILITY: SURFACE MOTION
 CE0128
 CE0128  HISTORY     - Date     Condition        Report By
 CE0128  HISTORY     - 1954     MONUMENTED       CGS
 CE0128
 CE0128                          STATION DESCRIPTION
 CE0128
 CE0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0128'6.55 MI NE FROM EL PASO.
 CE0128'4.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0128'STATION AT EL PASO, THENCE 0.6 MILE EAST ALONG PERSHING DRIVE, THENCE
 CE0128'0.95 MILE SOUTHEAST ALONG SHERIDAN ROAD, THENCE 0.4 MILE NORTH ALONG
 CE0128'JEB STUART ROAD, AT AN INTERSECTION WITH CHAFFEE ROAD, 28 FEET SOUTH
 CE0128'OF THE CENTER LINE OF JEB STUART ROAD, 5 FEET WEST OF A POWER POLE,
 CE0128'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CE0128'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0864 ***********************************************************************
 CU0864  DESIGNATION -  J 1460
 CU0864  PID         -  CU0864
 CU0864  STATE/COUNTY-  TX/SCURRY
 CU0864  USGS QUAD   -  INADALE (1969)
 CU0864
 CU0864                         *CURRENT SURVEY CONTROL
 CU0864  ___________________________________________________________________
 CU0864* NAD 83(1986)-  32 32 48.     (N)    100 41 27.     (W)     SCALED    
 CU0864* NAVD 88     -       726.731  (meters)    2384.28   (feet)  ADJUSTED  
 CU0864  ___________________________________________________________________
 CU0864  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CU0864  DYNAMIC HT  -         725.753 (meters)    2381.07  (feet)  COMP
 CU0864  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 CU0864
 CU0864  VERT ORDER  -  FIRST     CLASS II
 CU0864
 CU0864.The horizontal coordinates were scaled from a topographic map and have
 CU0864.an estimated accuracy of +/- 6 seconds.
 CU0864
 CU0864.The orthometric height was determined by differential leveling
 CU0864.and adjusted by the National Geodetic Survey in June 1991..
 CU0864
 CU0864.The geoid height was determined by GEOID03.
 CU0864
 CU0864.The dynamic height is computed by dividing the NAVD 88
 CU0864.geopotential number by the normal gravity value computed on the
 CU0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0864.degrees latitude (g = 980.6199 gals.).
 CU0864
 CU0864.The modeled gravity was interpolated from observed gravity values.
 CU0864
 CU0864;                    North         East    Units  Estimated Accuracy
 CU0864;SPC TXNC     - 2,099,730.      394,250.      MT  (+/- 180 meters Scaled)
 CU0864
 CU0864                          SUPERSEDED SURVEY CONTROL
 CU0864
 CU0864.No superseded survey control is available for this station.
 CU0864
 CU0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB412022(NAD 83)
 CU0864_MARKER: I = METAL ROD
 CU0864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0864_SP_SET: STAINLESS STEEL ROD
 CU0864_STAMPING: J 1460 1982
 CU0864_MARK LOGO: NGS   
 CU0864_PROJECTION: FLUSH
 CU0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0864_ROD/PIPE-DEPTH: 7.3  meters
 CU0864
 CU0864  HISTORY     - Date     Condition        Report By
 CU0864  HISTORY     - 1982     MONUMENTED       NGS
 CU0864
 CU0864                          STATION DESCRIPTION
 CU0864
 CU0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0864'18.6 KM (11.55 MI) NW FROM ROSCOE.
 CU0864'18.6 KM (11.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM THE POST
 CU0864'OFFICE IN ROSCOE, 42.7 METERS (140.1 FT) SOUTHWEST OF THE CENTERLINE
 CU0864'OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 11.3 METERS (37.1 FT)
 CU0864'SOUTHWEST OF THE NEAR RAIL OF THE ROSCOE, SNYDER AND PACIFIC RAILROAD,
 CU0864'10.7 METERS (35.1 FT) NORTH OF THE CENTER OF A GRAVELED ROAD LEADING
 CU0864'TO A WHITE FARM HOUSE AND 0.6 METER (2.0 FT) NORTHWEST OF A UTILITY
 CU0864'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0864'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CU0864'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0849 ***********************************************************************
 CU0849  DESIGNATION -  J 1461
 CU0849  PID         -  CU0849
 CU0849  STATE/COUNTY-  TX/SCURRY
 CU0849  USGS QUAD   -  SNYDER (1979)
 CU0849
 CU0849                         *CURRENT SURVEY CONTROL
 CU0849  ___________________________________________________________________
 CU0849* NAD 83(1986)-  32 42 38.     (N)    100 53 17.     (W)     SCALED    
 CU0849* NAVD 88     -       717.253  (meters)    2353.19   (feet)  ADJUSTED  
 CU0849  ___________________________________________________________________
 CU0849  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CU0849  DYNAMIC HT  -         716.304 (meters)    2350.07  (feet)  COMP
 CU0849  MODELED GRAV-     979,292.7   (mgal)                       NAVD 88
 CU0849
 CU0849  VERT ORDER  -  FIRST     CLASS II
 CU0849
 CU0849.The horizontal coordinates were scaled from a topographic map and have
 CU0849.an estimated accuracy of +/- 6 seconds.
 CU0849
 CU0849.The orthometric height was determined by differential leveling
 CU0849.and adjusted by the National Geodetic Survey in June 1991..
 CU0849
 CU0849.The geoid height was determined by GEOID03.
 CU0849
 CU0849.The dynamic height is computed by dividing the NAVD 88
 CU0849.geopotential number by the normal gravity value computed on the
 CU0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0849.degrees latitude (g = 980.6199 gals.).
 CU0849
 CU0849.The modeled gravity was interpolated from observed gravity values.
 CU0849
 CU0849;                    North         East    Units  Estimated Accuracy
 CU0849;SPC TXNC     - 2,118,300.      376,150.      MT  (+/- 180 meters Scaled)
 CU0849
 CU0849                          SUPERSEDED SURVEY CONTROL
 CU0849
 CU0849.No superseded survey control is available for this station.
 CU0849
 CU0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB230207(NAD 83)
 CU0849_MARKER: I = METAL ROD
 CU0849_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0849+WITH SETTING: INFORMATION.
 CU0849_SP_SET: SHALLOW SET METAL ROD
 CU0849_STAMPING: J 1461 1982
 CU0849_MARK LOGO: NGS   
 CU0849_PROJECTION: FLUSH
 CU0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0849_ROD/PIPE-DEPTH: 2.4  meters
 CU0849
 CU0849  HISTORY     - Date     Condition        Report By
 CU0849  HISTORY     - 1982     MONUMENTED       NGS
 CU0849
 CU0849                          STATION DESCRIPTION
 CU0849
 CU0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0849'2.2 KM (1.35 MI) NW FROM SNYDER.
 CU0849'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0849'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 1.6 KM (1.0 MI) NORTHWESTERLY
 CU0849'ALONG THE SANTA FE RAILROAD, 0.5 KM (0.3 MI) NORTHWEST OF THE JUNCTION
 CU0849'OF A PAVED ROAD, 47.9 METERS (157.2 FT) NORTHWEST OF RAILROAD SIGNAL
 CU0849'NUMBER 7592, 29.3 METERS (96.1 FT) SOUTHWEST OF THE CENTER OF A
 CU0849'GRAVELED ROAD, 10.1 METERS (33.1 FT) NORTHEAST OF THE NEAR RAIL AND
 CU0849'2.1 METERS (6.9 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=REFUSAL WAS
 CU0849'REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CU0849'CAP.
 CU0849'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CU0849'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0553 ***********************************************************************
 EO0553  DESIGNATION -  J 1462
 EO0553  PID         -  EO0553
 EO0553  STATE/COUNTY-  TX/LAMB
 EO0553  USGS QUAD   -  AMHERST (1981)
 EO0553
 EO0553                         *CURRENT SURVEY CONTROL
 EO0553  ___________________________________________________________________
 EO0553* NAD 83(1986)-  34 01 56.     (N)    102 28 54.     (W)     SCALED    
 EO0553* NAVD 88     -      1124.572  (meters)    3689.53   (feet)  ADJUSTED  
 EO0553  ___________________________________________________________________
 EO0553  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 EO0553  DYNAMIC HT  -        1123.110 (meters)    3684.74  (feet)  COMP
 EO0553  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 EO0553
 EO0553  VERT ORDER  -  FIRST     CLASS II
 EO0553
 EO0553.The horizontal coordinates were scaled from a topographic map and have
 EO0553.an estimated accuracy of +/- 6 seconds.
 EO0553
 EO0553.The orthometric height was determined by differential leveling
 EO0553.and adjusted by the National Geodetic Survey in June 1991..
 EO0553
 EO0553.The geoid height was determined by GEOID03.
 EO0553
 EO0553.The dynamic height is computed by dividing the NAVD 88
 EO0553.geopotential number by the normal gravity value computed on the
 EO0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0553.degrees latitude (g = 980.6199 gals.).
 EO0553
 EO0553.The modeled gravity was interpolated from observed gravity values.
 EO0553
 EO0553;                    North         East    Units  Estimated Accuracy
 EO0553;SPC TXNC     - 2,269,300.      232,380.      MT  (+/- 180 meters Scaled)
 EO0553
 EO0553                          SUPERSEDED SURVEY CONTROL
 EO0553
 EO0553.No superseded survey control is available for this station.
 EO0553
 EO0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT325685(NAD 83)
 EO0553_MARKER: I = METAL ROD
 EO0553_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EO0553_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EO0553_STAMPING: J 1462 1982
 EO0553_MARK LOGO: NGS   
 EO0553_PROJECTION: FLUSH
 EO0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0553+STABILITY: POSITION/ELEVATION WELL
 EO0553_ROD/PIPE-DEPTH: 14.6 meters
 EO0553_SLEEVE-DEPTH  : 9.1 meters
 EO0553
 EO0553  HISTORY     - Date     Condition        Report By
 EO0553  HISTORY     - 1982     MONUMENTED       NGS
 EO0553
 EO0553                          STATION DESCRIPTION
 EO0553
 EO0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0553'21.1 KM (13.1 MI) NW FROM LITTLEFIELD.
 EO0553'21.1 KM (13.1 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0553'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 25.1 METERS (82.3 FT)
 EO0553'EAST OF THE CENTER OF A GRAVELED ROAD, 16.2 METERS (53.1 FT) SOUTHWEST
 EO0553'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 1.3
 EO0553'METERS (4.3 FT) SOUTHEAST OF UTILITY POLE NUMBER 8.  NOTE=ACCESS TO
 EO0553'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0553'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0553'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0457 ***********************************************************************
 DP0457  DESIGNATION -  J 1463
 DP0457  PID         -  DP0457
 DP0457  STATE/COUNTY-  TX/GARZA
 DP0457  USGS QUAD   -  POST WEST (1969)
 DP0457
 DP0457                         *CURRENT SURVEY CONTROL
 DP0457  ___________________________________________________________________
 DP0457* NAD 83(1986)-  33 12 18.     (N)    101 23 36.     (W)     SCALED    
 DP0457* NAVD 88     -       806.618  (meters)    2646.38   (feet)  ADJUSTED  
 DP0457  ___________________________________________________________________
 DP0457  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 DP0457  DYNAMIC HT  -         805.578 (meters)    2642.97  (feet)  COMP
 DP0457  MODELED GRAV-     979,320.5   (mgal)                       NAVD 88
 DP0457
 DP0457  VERT ORDER  -  FIRST     CLASS II
 DP0457
 DP0457.The horizontal coordinates were scaled from a topographic map and have
 DP0457.an estimated accuracy of +/- 6 seconds.
 DP0457
 DP0457.The orthometric height was determined by differential leveling
 DP0457.and adjusted by the National Geodetic Survey in June 1991..
 DP0457
 DP0457.The geoid height was determined by GEOID03.
 DP0457
 DP0457.The dynamic height is computed by dividing the NAVD 88
 DP0457.geopotential number by the normal gravity value computed on the
 DP0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0457.degrees latitude (g = 980.6199 gals.).
 DP0457
 DP0457.The modeled gravity was interpolated from observed gravity values.
 DP0457
 DP0457;                    North         East    Units  Estimated Accuracy
 DP0457;SPC TXNC     - 2,174,300.      330,300.      MT  (+/- 180 meters Scaled)
 DP0457
 DP0457                          SUPERSEDED SURVEY CONTROL
 DP0457
 DP0457.No superseded survey control is available for this station.
 DP0457
 DP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB769765(NAD 83)
 DP0457_MARKER: I = METAL ROD
 DP0457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0457_SP_SET: STAINLESS STEEL ROD
 DP0457_STAMPING: J 1463 1982
 DP0457_MARK LOGO: NGS   
 DP0457_PROJECTION: FLUSH
 DP0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0457+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0457_ROD/PIPE-DEPTH: 9.8  meters
 DP0457
 DP0457  HISTORY     - Date     Condition        Report By
 DP0457  HISTORY     - 1982     MONUMENTED       NGS
 DP0457  HISTORY     - 19890630 GOOD             NGS
 DP0457
 DP0457                          STATION DESCRIPTION
 DP0457
 DP0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0457'2.4 KM (1.5 MI) NW FROM POST.
 DP0457'2.4 KM (1.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 DP0457'WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 14.2 METERS (46.6 FT)
 DP0457'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DP0457'HIGHWAY, 11.4 METERS (37.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DP0457'CATTLE GUARD, 10.3 METERS (33.8 FT) WEST-NORTHWEST OF THE CENTER OF A
 DP0457'GRAVELED ROAD LEADING NORTH AND 5.6 METERS (18.4 FT) WEST-NORTHWEST OF
 DP0457'A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DP0457'LOGO CAP.
 DP0457'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 DP0457'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0457
 DP0457                          STATION RECOVERY (1989)
 DP0457
 DP0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1639 ***********************************************************************
 AY1639  DESIGNATION -  J 1464
 AY1639  PID         -  AY1639
 AY1639  STATE/COUNTY-  TX/BEXAR
 AY1639  USGS QUAD   -  CULEBRA HILL (1993)
 AY1639
 AY1639                         *CURRENT SURVEY CONTROL
 AY1639  ___________________________________________________________________
 AY1639* NAD 83(1986)-  29 23 35.     (N)    098 39 35.     (W)     SCALED    
 AY1639* NAVD 88     -       225.572  (meters)     740.06   (feet)  ADJUSTED  
 AY1639  ___________________________________________________________________
 AY1639  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AY1639  DYNAMIC HT  -         225.245 (meters)     738.99  (feet)  COMP
 AY1639  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AY1639
 AY1639  VERT ORDER  -  FIRST     CLASS II
 AY1639
 AY1639.The horizontal coordinates were scaled from a topographic map and have
 AY1639.an estimated accuracy of +/- 6 seconds.
 AY1639
 AY1639.The orthometric height was determined by differential leveling
 AY1639.and adjusted by the National Geodetic Survey in June 1991..
 AY1639
 AY1639.The geoid height was determined by GEOID03.
 AY1639
 AY1639.The dynamic height is computed by dividing the NAVD 88
 AY1639.geopotential number by the normal gravity value computed on the
 AY1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1639.degrees latitude (g = 980.6199 gals.).
 AY1639
 AY1639.The modeled gravity was interpolated from observed gravity values.
 AY1639
 AY1639;                    North         East    Units  Estimated Accuracy
 AY1639;SPC TXSC     - 4,172,910.      633,030.      MT  (+/- 180 meters Scaled)
 AY1639
 AY1639                          SUPERSEDED SURVEY CONTROL
 AY1639
 AY1639.No superseded survey control is available for this station.
 AY1639
 AY1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT330515(NAD 83)
 AY1639_MARKER: I = METAL ROD
 AY1639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1639_SP_SET: STAINLESS STEEL ROD
 AY1639_STAMPING: J 1464 1982
 AY1639_MARK LOGO: NGS   
 AY1639_PROJECTION: FLUSH
 AY1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1639_ROD/PIPE-DEPTH: 6.1  meters
 AY1639
 AY1639  HISTORY     - Date     Condition        Report By
 AY1639  HISTORY     - 1982     MONUMENTED       NGS
 AY1639  HISTORY     - 19990617 GOOD             USPSQD
 AY1639
 AY1639                          STATION DESCRIPTION
 AY1639
 AY1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1639'22.3 KM (13.8 MI) EAST FROM CASTROVILLE.
 AY1639'22.3 KM (13.8 MI) EASTERLY ALONG U.S. HIGHWAY 90 EASTBOUND FROM THE
 AY1639'JUNCTION OF FARM ROAD 471 NORTH IN CASTROVILLE, AT THE OVERPASS BRIDGE
 AY1639'AND JUNCTION OF U.S. HIGHWAY 90, DWYER ROAD, AND HUNT LANE, ALSO
 AY1639'1.2 KM (0.75 MI) WEST SOUTHWEST OF INTERSECTION  410 AND U.S. HIGHWAY
 AY1639'90 INTERCHANGE AT THE WEST EDGE OF SAN ANTONIO, 9.9 METERS (32.6 FT)
 AY1639'SOUTH SOUTHEAST OF CENTERLINE OF FRONTAGE ROAD OF EASTBOUND LANE,
 AY1639'0.85 METERS (2.8 FT) SOUTH SOUTHWEST OF CORNER FENCE POST, 0.30 METERS
 AY1639'(1.0 FT) EAST NORTHEAST OF A FENCE, 1.4 METERS (4.7 FT) SOUTH
 AY1639'SOUTHWEST OF A POWERLINE POLE, 31.7 METERS (104.0 FT) SOUTHWEST OF THE
 AY1639'MOST SOUTHWEST CONCRETE PIER OF OVERPASS BRIDGE, AND 11.3 METERS
 AY1639'(36.9 FT) NORTH NORTHWEST OF A GUYED POWERLINE POLE.
 AY1639'THE MARK IS 0.30 METERS  NNE FROM A WITNESS POST.
 AY1639'THE MARK IS 0.30 M ABOVE FRONTAGE ROAD.
 AY1639
 AY1639                          STATION RECOVERY (1999)
 AY1639
 AY1639'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1685 ***********************************************************************
 AY1685  DESIGNATION -  J 1465
 AY1685  PID         -  AY1685
 AY1685  STATE/COUNTY-  TX/KENDALL
 AY1685  USGS QUAD   -  WARING (1982)
 AY1685
 AY1685                         *CURRENT SURVEY CONTROL
 AY1685  ___________________________________________________________________
 AY1685* NAD 83(1986)-  29 52 49.     (N)    098 47 50.     (W)     SCALED    
 AY1685* NAVD 88     -       472.772  (meters)    1551.09   (feet)  ADJUSTED  
 AY1685  ___________________________________________________________________
 AY1685  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AY1685  DYNAMIC HT  -         472.090 (meters)    1548.85  (feet)  COMP
 AY1685  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 AY1685
 AY1685  VERT ORDER  -  FIRST     CLASS II
 AY1685
 AY1685.The horizontal coordinates were scaled from a topographic map and have
 AY1685.an estimated accuracy of +/- 6 seconds.
 AY1685
 AY1685.The orthometric height was determined by differential leveling
 AY1685.and adjusted by the National Geodetic Survey in June 1991..
 AY1685
 AY1685.The geoid height was determined by GEOID03.
 AY1685
 AY1685.The dynamic height is computed by dividing the NAVD 88
 AY1685.geopotential number by the normal gravity value computed on the
 AY1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1685.degrees latitude (g = 980.6199 gals.).
 AY1685
 AY1685.The modeled gravity was interpolated from observed gravity values.
 AY1685
 AY1685;                    North         East    Units  Estimated Accuracy
 AY1685;SPC TXSC     - 4,226,880.      619,590.      MT  (+/- 180 meters Scaled)
 AY1685
 AY1685                          SUPERSEDED SURVEY CONTROL
 AY1685
 AY1685.No superseded survey control is available for this station.
 AY1685
 AY1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU195055(NAD 83)
 AY1685_MARKER: I = METAL ROD
 AY1685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1685_SP_SET: STAINLESS STEEL ROD
 AY1685_STAMPING: J 1465 1982
 AY1685_MARK LOGO: NGS   
 AY1685_PROJECTION: RECESSED 12 CENTIMETERS
 AY1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1685_ROD/PIPE-DEPTH: 1.76 meters
 AY1685
 AY1685  HISTORY     - Date     Condition        Report By
 AY1685  HISTORY     - 1982     MONUMENTED       NGS
 AY1685  HISTORY     - 1990     GOOD             USPSQD
 AY1685  HISTORY     - 19940309 GOOD             USPSQD
 AY1685  HISTORY     - 20050521 GOOD             USPSQD
 AY1685
 AY1685                          STATION DESCRIPTION
 AY1685
 AY1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1685'12.5 KM (7.8 MI) NW FROM BOERNE.
 AY1685'4.0 KM (2.5 MI) NORTHWEST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1685'JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 7.5 KM (4.65 MI)
 AY1685'NORTHWEST ALONG THE NORTHEAST FRONTAGE ROAD TO THE ENTRANCE ROAD TO
 AY1685'THE WEST BOUND LANE OF INTERSTATE HIGHWAY 10, THENCE 1.0 KM (0.65 MI)
 AY1685'NORTH NORTHWEST ALONG OLD U.S. HIGHWAY 87, AT A POINT 72.8 METERS
 AY1685'(239.0 FT) NORTH NORTHWEST OF THE NORTHEAST END OF A 1 CHANNEL
 AY1685'CONCRETE CULVERT UNDER THE HIGHWAY, 36.5 METERS (120.0 FT) WEST
 AY1685'SOUTHWEST OF THE NORTHWEST CORNER OF A GALVANIZED METAL SHED,
 AY1685'22.5 METERS (74.0 FT) NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY,
 AY1685'1.0 METER (3.5 FT) SOUTH SOUTHWEST OF A TELEPHONE POLE NUMBER 436 61
 AY1685'WITH A GUY WIRE, 0.6 METER (2.0 FT) NORTHEAST OF THE GUY WIRE ANCHOR,
 AY1685'AND 0.46 METERS (1.5 FT) SOUTHWEST OF A FENCE LINE.  NOTE, THE ROD WAS
 AY1685'DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 AY1685'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 AY1685'THE MARK IS 1.5 M BELOW HIGHWAY.
 AY1685
 AY1685                          STATION RECOVERY (1990)
 AY1685
 AY1685'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1685'RECOVERED IN GOOD CONDITION.
 AY1685
 AY1685                          STATION RECOVERY (1994)
 AY1685
 AY1685'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1685'RECOVERED IN GOOD CONDITION.
 AY1685
 AY1685                          STATION RECOVERY (2005)
 AY1685
 AY1685'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY1685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0509 ***********************************************************************
 BN0509  DESIGNATION -  J 1466
 BN0509  PID         -  BN0509
 BN0509  STATE/COUNTY-  TX/KENDALL
 BN0509  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0509
 BN0509                         *CURRENT SURVEY CONTROL
 BN0509  ___________________________________________________________________
 BN0509* NAD 83(1986)-  30 06 50.     (N)    098 54 54.     (W)     SCALED    
 BN0509* NAVD 88     -       606.701  (meters)    1990.48   (feet)  ADJUSTED  
 BN0509  ___________________________________________________________________
 BN0509  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 BN0509  DYNAMIC HT  -         605.836 (meters)    1987.65  (feet)  COMP
 BN0509  MODELED GRAV-     979,196.5   (mgal)                       NAVD 88
 BN0509
 BN0509  VERT ORDER  -  FIRST     CLASS II
 BN0509
 BN0509.The horizontal coordinates were scaled from a topographic map and have
 BN0509.an estimated accuracy of +/- 6 seconds.
 BN0509
 BN0509.The orthometric height was determined by differential leveling
 BN0509.and adjusted by the National Geodetic Survey in June 1991..
 BN0509
 BN0509.The geoid height was determined by GEOID03.
 BN0509
 BN0509.The dynamic height is computed by dividing the NAVD 88
 BN0509.geopotential number by the normal gravity value computed on the
 BN0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0509.degrees latitude (g = 980.6199 gals.).
 BN0509
 BN0509.The modeled gravity was interpolated from observed gravity values.
 BN0509
 BN0509;                    North         East    Units  Estimated Accuracy
 BN0509;SPC TXSC     - 4,252,760.      608,190.      MT  (+/- 180 meters Scaled)
 BN0509
 BN0509                          SUPERSEDED SURVEY CONTROL
 BN0509
 BN0509.No superseded survey control is available for this station.
 BN0509
 BN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU081314(NAD 83)
 BN0509_MARKER: DB = BENCH MARK DISK
 BN0509_SETTING: 66 = SET IN ROCK OUTCROP
 BN0509_SP_SET: ROCK OUTCROP
 BN0509_STAMPING: J 1466 1982
 BN0509_MARK LOGO: NGS   
 BN0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0509+STABILITY: POSITION/ELEVATION WELL
 BN0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0509+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0509
 BN0509  HISTORY     - Date     Condition        Report By
 BN0509  HISTORY     - 1982     MONUMENTED       NGS
 BN0509  HISTORY     - 19940330 GOOD             USPSQD
 BN0509  HISTORY     - 20040325 GOOD             USPSQD
 BN0509  HISTORY     - 20051102 GOOD             USPSQD
 BN0509
 BN0509                          STATION DESCRIPTION
 BN0509
 BN0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0509'15.8 KM (9.85 MI) NORTH FROM COMFORT.
 BN0509'15.8 KM (9.85 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0509'INTERSTATE HIGHWAY 10 IN COMFORT SET IN TOP OF A 0.9 METER (3.0 FT) BY
 BN0509'0.9 METER (3.0 FT) OUTCROP AND AT A POWERLINE JUNCTION, 17.6 METERS
 BN0509'(58.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 33.8 METERS
 BN0509'(111.0 FT) SOUTH SOUTHEAST OF 0.46 METERS (1.5 FT) IN DIAMETER OAK
 BN0509'TREE ON THE HIGHWAY RIGHT-OF-WAY, 11.8 METERS (39.0 FT) WEST OF A
 BN0509'POWER POLE WITH ANCHOR CABLE, 10.2 METERS (33.5 FT) SOUTH SOUTHWEST OF
 BN0509'A POWER POLE AT THE JUNCTION OF THE LINE, 1.2 METERS (4.0 FT) WEST OF
 BN0509'THE RIGHT-OF-WAY FENCE, 9.1 METERS (30.0 FT) SOUTHWEST OF THE ANCHOR
 BN0509'CABLE ANCHOR BASE ROD.
 BN0509'THE MARK IS 3.0 METERS  NNW FROM A WITNESS POST.
 BN0509'THE MARK IS 0.6 M BELOW HIGHWAY 87.
 BN0509
 BN0509                          STATION RECOVERY (1994)
 BN0509
 BN0509'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0509'RECOVERED IN GOOD CONDITION.
 BN0509
 BN0509                          STATION RECOVERY (2004)
 BN0509
 BN0509'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0509'RECOVERED IN GOOD CONDITION.
 BN0509
 BN0509                          STATION RECOVERY (2005)
 BN0509
 BN0509'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0534 ***********************************************************************
 BN0534  DESIGNATION -  J 1467
 BN0534  PID         -  BN0534
 BN0534  STATE/COUNTY-  TX/GILLESPIE
 BN0534  USGS QUAD   -  CHERRY MOUNTAIN (1967)
 BN0534
 BN0534                         *CURRENT SURVEY CONTROL
 BN0534  ___________________________________________________________________
 BN0534* NAD 83(1986)-  30 25 18.     (N)    098 58 23.     (W)     SCALED    
 BN0534* NAVD 88     -       649.721  (meters)    2131.63   (feet)  ADJUSTED  
 BN0534  ___________________________________________________________________
 BN0534  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BN0534  DYNAMIC HT  -         648.810 (meters)    2128.64  (feet)  COMP
 BN0534  MODELED GRAV-     979,217.4   (mgal)                       NAVD 88
 BN0534
 BN0534  VERT ORDER  -  FIRST     CLASS II
 BN0534
 BN0534.The horizontal coordinates were scaled from a topographic map and have
 BN0534.an estimated accuracy of +/- 6 seconds.
 BN0534
 BN0534.The orthometric height was determined by differential leveling
 BN0534.and adjusted by the National Geodetic Survey in June 1991..
 BN0534
 BN0534.The geoid height was determined by GEOID03.
 BN0534
 BN0534.The dynamic height is computed by dividing the NAVD 88
 BN0534.geopotential number by the normal gravity value computed on the
 BN0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0534.degrees latitude (g = 980.6199 gals.).
 BN0534
 BN0534.The modeled gravity was interpolated from observed gravity values.
 BN0534
 BN0534;                    North         East    Units  Estimated Accuracy
 BN0534;SPC TX C     - 3,084,500.      830,680.      MT  (+/- 180 meters Scaled)
 BN0534
 BN0534                          SUPERSEDED SURVEY CONTROL
 BN0534
 BN0534.No superseded survey control is available for this station.
 BN0534
 BN0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU025655(NAD 83)
 BN0534_MARKER: I = METAL ROD
 BN0534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0534_SP_SET: STAINLESS STEEL ROD
 BN0534_STAMPING: J 1467 1982
 BN0534_MARK LOGO: NGS   
 BN0534_PROJECTION: FLUSH
 BN0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0534_ROD/PIPE-DEPTH: 2.53 meters
 BN0534
 BN0534  HISTORY     - Date     Condition        Report By
 BN0534  HISTORY     - 1982     MONUMENTED       NGS
 BN0534  HISTORY     - 19930728 GOOD             USPSQD
 BN0534  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0534
 BN0534                          STATION DESCRIPTION
 BN0534
 BN0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0534'19.5 KM (12.1 MI) SOUTH FROM LOYAL VALLEY.
 BN0534'19.5 KM (12.1 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION
 BN0534'OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, AT THE SOUTH
 BN0534'END OF A LONG CUT BANK ON THE WEST SIDE OF THE HIGHWAY, 28.1 METERS
 BN0534'(92.5 FT) WEST OF THE CENTERLINE OF HIGHWAY 87, 11.1 METERS (36.5 FT)
 BN0534'SOUTH OF A T FENCE JUNCTION POST, 11.8 METERS (39.0 FT) WEST OF THE
 BN0534'CENTER OF A TRACK ROAD, AND 0.3 METER (1.0 FT) EAST OF A FENCE LINE,
 BN0534'NOTE, ROD WAS DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 BN0534'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BN0534'THE MARK IS ABOVE LEVEL WITH HIGHWAY 87.
 BN0534
 BN0534                          STATION RECOVERY (1993)
 BN0534
 BN0534'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0534'RECOVERED IN GOOD CONDITION.
 BN0534
 BN0534                          STATION RECOVERY (1996)
 BN0534
 BN0534'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0429 ***********************************************************************
 DP0429  DESIGNATION -  J 1468
 DP0429  PID         -  DP0429
 DP0429  STATE/COUNTY-  TX/LUBBOCK
 DP0429  USGS QUAD   -  SLATON (1975)
 DP0429
 DP0429                         *CURRENT SURVEY CONTROL
 DP0429  ___________________________________________________________________
 DP0429* NAD 83(1986)-  33 29 32.     (N)    101 43 39.     (W)     SCALED    
 DP0429* NAVD 88     -       957.540  (meters)    3141.53   (feet)  ADJUSTED  
 DP0429  ___________________________________________________________________
 DP0429  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 DP0429  DYNAMIC HT  -         956.308 (meters)    3137.49  (feet)  COMP
 DP0429  MODELED GRAV-     979,317.4   (mgal)                       NAVD 88
 DP0429
 DP0429  VERT ORDER  -  FIRST     CLASS II
 DP0429
 DP0429.The horizontal coordinates were scaled from a topographic map and have
 DP0429.an estimated accuracy of +/- 6 seconds.
 DP0429
 DP0429.The orthometric height was determined by differential leveling
 DP0429.and adjusted by the National Geodetic Survey in June 1991..
 DP0429
 DP0429.The geoid height was determined by GEOID03.
 DP0429
 DP0429.The dynamic height is computed by dividing the NAVD 88
 DP0429.geopotential number by the normal gravity value computed on the
 DP0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0429.degrees latitude (g = 980.6199 gals.).
 DP0429
 DP0429.The modeled gravity was interpolated from observed gravity values.
 DP0429
 DP0429;                    North         East    Units  Estimated Accuracy
 DP0429;SPC TXNC     - 2,207,050.      300,140.      MT  (+/- 180 meters Scaled)
 DP0429
 DP0429                          SUPERSEDED SURVEY CONTROL
 DP0429
 DP0429.No superseded survey control is available for this station.
 DP0429
 DP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC465091(NAD 83)
 DP0429_MARKER: I = METAL ROD
 DP0429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0429_SP_SET: STAINLESS STEEL ROD
 DP0429_STAMPING: J 1468 1982
 DP0429_MARK LOGO: NGS   
 DP0429_PROJECTION: FLUSH
 DP0429_MAGNETIC: I = MARKER IS A STEEL ROD
 DP0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0429+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1997
 DP0429_ROD/PIPE-DEPTH: 3.7  meters
 DP0429
 DP0429  HISTORY     - Date     Condition        Report By
 DP0429  HISTORY     - 1982     MONUMENTED       NGS
 DP0429  HISTORY     - 19890630 GOOD             NGS
 DP0429  HISTORY     - 19970327 GOOD             NGS
 DP0429
 DP0429                          STATION DESCRIPTION
 DP0429
 DP0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0429'14.8 KM (9.2 MI) SE FROM LUBBOCK.
 DP0429'14.8 KM (9.2 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0429'RAILROAD STATION IN LUBBOCK, 46.0 METERS (150.9 FT) NORTHEAST OF THE
 DP0429'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 26.4 METERS
 DP0429'(86.6 FT) EAST OF THE CENTER OF FARM ROAD 835, 11.9 METERS (39.0 FT)
 DP0429'NORTHEAST OF THE NEAR RAIL AND 1.1 METERS (3.6 FT) SOUTHEAST OF A
 DP0429'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DP0429'CAP.
 DP0429'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0429'THE MARK IS 1.2 M BELOW THE TRACKS.
 DP0429
 DP0429                          STATION RECOVERY (1989)
 DP0429
 DP0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0429'RECOVERED IN GOOD CONDITION.
 DP0429
 DP0429                          STATION RECOVERY (1997)
 DP0429
 DP0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0429'7.8 KM (4.85 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0429'JUNCTION OF U.S.  HIGHWAY LOOP 289 IN SOUTHEAST LUBBOCK, 46.0 M (150.9
 DP0429'FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF U.S.
 DP0429'HIGHWAY 84, 26.4 M (86.6 FT) EAST OF THE CENTERLINE OF FARM ROAD 835,
 DP0429'11.9 M (39.0 FT) NORTHEAST OF THE NEAR RAIL, 1.2 M (3.9 FT) BELOW THE
 DP0429'LEVEL OF THE TRACK, 1.2 M (3.9 FT) SOUTHEAST OF A UTILITY POLE, AND
 DP0429'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 DP0429'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0670 ***********************************************************************
 DQ0670  DESIGNATION -  J 1469
 DQ0670  PID         -  DQ0670
 DQ0670  STATE/COUNTY-  TX/LUBBOCK
 DQ0670  USGS QUAD   -  WOLFFORTH NE (1985)
 DQ0670
 DQ0670                         *CURRENT SURVEY CONTROL
 DQ0670  ___________________________________________________________________
 DQ0670* NAD 83(1986)-  33 44 02.     (N)    102 03 06.     (W)     SCALED    
 DQ0670* NAVD 88     -      1010.750  (meters)    3316.10   (feet)  ADJUSTED  
 DQ0670  ___________________________________________________________________
 DQ0670  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 DQ0670  DYNAMIC HT  -        1009.439 (meters)    3311.80  (feet)  COMP
 DQ0670  MODELED GRAV-     979,305.4   (mgal)                       NAVD 88
 DQ0670
 DQ0670  VERT ORDER  -  FIRST     CLASS II
 DQ0670
 DQ0670.The horizontal coordinates were scaled from a topographic map and have
 DQ0670.an estimated accuracy of +/- 6 seconds.
 DQ0670
 DQ0670.The orthometric height was determined by differential leveling
 DQ0670.and adjusted by the National Geodetic Survey in June 1991..
 DQ0670
 DQ0670.The geoid height was determined by GEOID03.
 DQ0670
 DQ0670.The dynamic height is computed by dividing the NAVD 88
 DQ0670.geopotential number by the normal gravity value computed on the
 DQ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0670.degrees latitude (g = 980.6199 gals.).
 DQ0670
 DQ0670.The modeled gravity was interpolated from observed gravity values.
 DQ0670
 DQ0670;                    North         East    Units  Estimated Accuracy
 DQ0670;SPC TXNC     - 2,234,800.      270,940.      MT  (+/- 180 meters Scaled)
 DQ0670
 DQ0670                          SUPERSEDED SURVEY CONTROL
 DQ0670
 DQ0670.No superseded survey control is available for this station.
 DQ0670
 DQ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT731365(NAD 83)
 DQ0670_MARKER: I = METAL ROD
 DQ0670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0670_SP_SET: STAINLESS STEEL ROD
 DQ0670_STAMPING: J 1469 1982
 DQ0670_MARK LOGO: NGS   
 DQ0670_PROJECTION: FLUSH
 DQ0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0670_ROD/PIPE-DEPTH: 7.3  meters
 DQ0670
 DQ0670  HISTORY     - Date     Condition        Report By
 DQ0670  HISTORY     - 1982     MONUMENTED       NGS
 DQ0670  HISTORY     - 20051023 POOR             GEOCAC
 DQ0670
 DQ0670                          STATION DESCRIPTION
 DQ0670
 DQ0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0670'26.1 KM (16.25 MI) NW FROM LUBBOCK.
 DQ0670'15.9 KM (9.9 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DQ0670'RAILROAD STATION IN LUBBOCK, THENCE 10.2 KM (6.35 MI) NORTHWESTERLY
 DQ0670'ALONG U.S. HIGHWAY 84, 1.0 KM (0.6 MI) SOUTHEAST OF THE ENTRANCE TO A
 DQ0670'REST AREA, 16.4 METERS (53.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DQ0670'SOUTHEAST BOUND LANES OF THE HIGHWAY AND 1.0 METER (3.3 FT) SOUTHEAST
 DQ0670'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DQ0670'LOGO CAP.
 DQ0670'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DQ0670'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DQ0670
 DQ0670                          STATION RECOVERY (2005)
 DQ0670
 DQ0670'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DQ0670'INSCRIBED ROD FOUND LEANING, WITHOUT LID BURIED IN DIRT ON NW SIDE OF
 DQ0670'POLE.  THE POLE AND STATION ARE INLINE WITH A NATURAL GAS PIPELINE.
 DQ0670'THE STATION WAS PRESUMED DISTURBED-MOVED DURING PIPELINE CONSTRUCTION.
 DQ0670' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1131 ***********************************************************************
 BY1131  DESIGNATION -  J 147
 BY1131  PID         -  BY1131
 BY1131  STATE/COUNTY-  TX/RUSK
 BY1131  USGS QUAD   -  MOUNT ENTERPRISE (1984)
 BY1131
 BY1131                         *CURRENT SURVEY CONTROL
 BY1131  ___________________________________________________________________
 BY1131* NAD 83(1986)-  31 54 27.     (N)    094 39 15.     (W)     SCALED    
 BY1131* NAVD 88     -       137.248  (meters)     450.29   (feet)  ADJUSTED  
 BY1131  ___________________________________________________________________
 BY1131  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY1131  DYNAMIC HT  -         137.082 (meters)     449.74  (feet)  COMP
 BY1131  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 BY1131
 BY1131  VERT ORDER  -  SECOND    CLASS 0
 BY1131
 BY1131.The horizontal coordinates were scaled from a topographic map and have
 BY1131.an estimated accuracy of +/- 6 seconds.
 BY1131
 BY1131.The orthometric height was determined by differential leveling
 BY1131.and adjusted by the National Geodetic Survey in June 1991..
 BY1131
 BY1131.The geoid height was determined by GEOID03.
 BY1131
 BY1131.The dynamic height is computed by dividing the NAVD 88
 BY1131.geopotential number by the normal gravity value computed on the
 BY1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1131.degrees latitude (g = 980.6199 gals.).
 BY1131
 BY1131.The modeled gravity was interpolated from observed gravity values.
 BY1131
 BY1131;                    North         East    Units  Estimated Accuracy
 BY1131;SPC TXNC     - 2,033,370.      963,710.      MT  (+/- 180 meters Scaled)
 BY1131
 BY1131                          SUPERSEDED SURVEY CONTROL
 BY1131
 BY1131  NGVD 29 (??/??/92)  137.253  (m)          450.30   (f) ADJ UNCH    2 0
 BY1131
 BY1131.Superseded values are not recommended for survey control.
 BY1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1131.See file dsdata.txt to determine how the superseded data were derived.
 BY1131
 BY1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR435313(NAD 83)
 BY1131_MARKER: DB = BENCH MARK DISK
 BY1131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1131_SP_SET: CULVERT
 BY1131_STAMPING: J 147 1938
 BY1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1131
 BY1131  HISTORY     - Date     Condition        Report By
 BY1131  HISTORY     - 1938     MONUMENTED       CGS
 BY1131  HISTORY     - 1943     GOOD             NGS
 BY1131
 BY1131                          STATION DESCRIPTION
 BY1131
 BY1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BY1131'2.1 MI SE FROM MOUNT ENTERPRISE.
 BY1131'2.1 MILES SOUTHEAST ALONG U. S. HIGHWAY 84 FROM THE JUNCTION OF STATE
 BY1131'HIGHWAY 26 AT MOUNT ENTERPRISE, RUSK COUNTY, 200 FEET EAST OF THE
 BY1131'INTERSECTION OF A DIRT ROAD LEADING SOUTHEAST, AT A 24-INCH
 BY1131'CORRUGATED-METAL PIPE CULVERT, IN THE TOP OF THE WEST END OF THE NORTH
 BY1131'CONCRETE HEADWALL, 13 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 BY1131'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 147
 BY1131'1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0532 ***********************************************************************
 EO0532  DESIGNATION -  J 1470
 EO0532  PID         -  EO0532
 EO0532  STATE/COUNTY-  TX/BAILEY
 EO0532  USGS QUAD   -  PROGRESS (1963)
 EO0532
 EO0532                         *CURRENT SURVEY CONTROL
 EO0532  ___________________________________________________________________
 EO0532* NAD 83(1986)-  34 16 39.     (N)    102 48 31.     (W)     SCALED    
 EO0532* NAVD 88     -      1180.521  (meters)    3873.09   (feet)  ADJUSTED  
 EO0532  ___________________________________________________________________
 EO0532  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 EO0532  DYNAMIC HT  -        1178.996 (meters)    3868.09  (feet)  COMP
 EO0532  MODELED GRAV-     979,303.1   (mgal)                       NAVD 88
 EO0532
 EO0532  VERT ORDER  -  FIRST     CLASS II
 EO0532
 EO0532.The horizontal coordinates were scaled from a topographic map and have
 EO0532.an estimated accuracy of +/- 6 seconds.
 EO0532
 EO0532.The orthometric height was determined by differential leveling
 EO0532.and adjusted by the National Geodetic Survey in June 1991..
 EO0532
 EO0532.The geoid height was determined by GEOID03.
 EO0532
 EO0532.The dynamic height is computed by dividing the NAVD 88
 EO0532.geopotential number by the normal gravity value computed on the
 EO0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0532.degrees latitude (g = 980.6199 gals.).
 EO0532
 EO0532.The modeled gravity was interpolated from observed gravity values.
 EO0532
 EO0532;                    North         East    Units  Estimated Accuracy
 EO0532;SPC TXNC     - 2,297,680.      203,320.      MT  (+/- 180 meters Scaled)
 EO0532
 EO0532                          SUPERSEDED SURVEY CONTROL
 EO0532
 EO0532.No superseded survey control is available for this station.
 EO0532
 EO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT017950(NAD 83)
 EO0532_MARKER: I = METAL ROD
 EO0532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0532_SP_SET: STAINLESS STEEL ROD
 EO0532_STAMPING: J 1470 1982
 EO0532_MARK LOGO: NGS   
 EO0532_PROJECTION: FLUSH
 EO0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0532_ROD/PIPE-DEPTH: 4.3  meters
 EO0532
 EO0532  HISTORY     - Date     Condition        Report By
 EO0532  HISTORY     - 1982     MONUMENTED       NGS
 EO0532
 EO0532                          STATION DESCRIPTION
 EO0532
 EO0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0532'9.7 KM (6.0 MI) NW FROM MULESHOE.
 EO0532'9.7 KM (6.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM THEIR
 EO0532'JUNCTION IN MULESHOE, 0.3 KM (0.2 MI) SOUTHEAST OF RAILROAD MILEPOST
 EO0532'16, 0.2 KM (0.1 MI) SOUTHEAST OF THE JUNCTION OF A PAVED ROAD LEADING
 EO0532'NORTH TO THE SMALL COMMUNITY OF PROGRESS, 16.3 METERS (53.5 FT)
 EO0532'SOUTHWEST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 13.7 METERS (44.9
 EO0532'FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EO0532'HIGHWAY AND 1.9 METERS (6.2 FT) SOUTHEAST OF UTILITY POLE NUMBER 3.
 EO0532'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0532'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0532'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0555 ***********************************************************************
 EO0555  DESIGNATION -  J 1471
 EO0555  PID         -  EO0555
 EO0555  STATE/COUNTY-  TX/LAMB
 EO0555  USGS QUAD   -  AMHERST (1981)
 EO0555
 EO0555                         *CURRENT SURVEY CONTROL
 EO0555  ___________________________________________________________________
 EO0555* NAD 83(1986)-  34 00 20.     (N)    102 26 18.     (W)     SCALED    
 EO0555* NAVD 88     -      1116.374  (meters)    3662.64   (feet)  ADJUSTED  
 EO0555  ___________________________________________________________________
 EO0555  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 EO0555  DYNAMIC HT  -        1114.927 (meters)    3657.89  (feet)  COMP
 EO0555  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 EO0555
 EO0555  VERT ORDER  -  FIRST     CLASS II
 EO0555
 EO0555.The horizontal coordinates were scaled from a topographic map and have
 EO0555.an estimated accuracy of +/- 6 seconds.
 EO0555
 EO0555.The orthometric height was determined by differential leveling
 EO0555.and adjusted by the National Geodetic Survey in June 1991..
 EO0555
 EO0555.The geoid height was determined by GEOID03.
 EO0555
 EO0555.The dynamic height is computed by dividing the NAVD 88
 EO0555.geopotential number by the normal gravity value computed on the
 EO0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0555.degrees latitude (g = 980.6199 gals.).
 EO0555
 EO0555.The modeled gravity was interpolated from observed gravity values.
 EO0555
 EO0555;                    North         East    Units  Estimated Accuracy
 EO0555;SPC TXNC     - 2,266,190.      236,260.      MT  (+/- 180 meters Scaled)
 EO0555
 EO0555                          SUPERSEDED SURVEY CONTROL
 EO0555
 EO0555.No superseded survey control is available for this station.
 EO0555
 EO0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT365657(NAD 83)
 EO0555_MARKER: I = METAL ROD
 EO0555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0555_SP_SET: STAINLESS STEEL ROD
 EO0555_STAMPING: J 1471 1982
 EO0555_MARK LOGO: NGS   
 EO0555_PROJECTION: FLUSH
 EO0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0555_ROD/PIPE-DEPTH: 5.5  meters
 EO0555
 EO0555  HISTORY     - Date     Condition        Report By
 EO0555  HISTORY     - 1982     MONUMENTED       NGS
 EO0555
 EO0555                          STATION DESCRIPTION
 EO0555
 EO0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0555'16.1 KM (10.0 MI) NW FROM LITTLEFIELD.
 EO0555'16.1 KM (10.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0555'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 0.9 KM (0.55 MI)
 EO0555'SOUTHEAST OF THE JUNCTION OF A GRAVELED ROAD, 17.3 METERS (56.8 FT)
 EO0555'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 EO0555'HIGHWAY AND 1.0 METER (3.3 FT) SOUTHEAST OF UTILITY POLE NUMBER 2.
 EO0555'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0555'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0555'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4854 ***********************************************************************
 AW4854  DESIGNATION -  J 1472
 AW4854  PID         -  AW4854
 AW4854  STATE/COUNTY-  TX/HARRIS
 AW4854  USGS QUAD   -  HIGHLANDS (1995)
 AW4854
 AW4854                         *CURRENT SURVEY CONTROL
 AW4854  ___________________________________________________________________
 AW4854* NAD 83(1986)-  29 45 13.     (N)    095 02 10.     (W)     SCALED    
 AW4854* NAVD 88     -         6.08   (+/-2cm)      19.9    (feet)  VERTCON   
 AW4854  ___________________________________________________________________
 AW4854  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW4854
 AW4854  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4854
 AW4854.The horizontal coordinates were scaled from a topographic map and have
 AW4854.an estimated accuracy of +/- 6 seconds.
 AW4854
 AW4854.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4854.The vertical order pertains to the NGVD 29 superseded value.
 AW4854
 AW4854.The geoid height was determined by GEOID03.
 AW4854
 AW4854;                    North         East    Units  Estimated Accuracy
 AW4854;SPC TXSC     - 4,219,320.      983,290.      MT  (+/- 180 meters Scaled)
 AW4854
 AW4854                          SUPERSEDED SURVEY CONTROL
 AW4854
 AW4854  NGVD 29 (??/??/??)    6.076  (m)           19.93   (f) ADJUSTED    1 2
 AW4854
 AW4854.Superseded values are not recommended for survey control.
 AW4854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4854.See file dsdata.txt to determine how the superseded data were derived.
 AW4854
 AW4854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN031932(NAD 83)
 AW4854_MARKER: I = METAL ROD
 AW4854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4854_SP_SET: STAINLESS STEEL ROD
 AW4854_STAMPING: J 1472 1983
 AW4854_MARK LOGO: NGS   
 AW4854_PROJECTION: RECESSED 3 CENTIMETERS
 AW4854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4854_ROD/PIPE-DEPTH: 7.3  meters
 AW4854
 AW4854  HISTORY     - Date     Condition        Report By
 AW4854  HISTORY     - 1983     MONUMENTED       NGS
 AW4854  HISTORY     - 1989     GOOD             USPSQD
 AW4854  HISTORY     - 19940801 GOOD             USPSQD
 AW4854  HISTORY     - 20051228 GOOD             USPSQD
 AW4854
 AW4854                          STATION DESCRIPTION
 AW4854
 AW4854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4854'4.4 KM (2.75 MI) NW FROM BAYTOWN.
 AW4854'0.2 KM (0.15 MI) SOUTHWEST ALONG MARKET STREET FROM THE SUB STATION A
 AW4854'POST OFFICE IN BAYTOWN, THENCE 4.2 KM (2.6 MI) NORTHWEST ALONG BAYWAY
 AW4854'DRIVE, AT HARVEY BOULEVARD LEADING WEST-NORTHWEST, 14.48 METERS
 AW4854'(47.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF BAYWAY DRIVE,
 AW4854'5.79 METERS (19.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF HARVEY
 AW4854'BOULEVARD, 29.57 METERS (97.0 FT) EAST OF A LARGE METAL POWERLINE POLE
 AW4854'NUMBER 33, 11.73 METERS (38.5 FT) EAST-SOUTHEAST OF A FIRE HYDRANT,
 AW4854'0.61 METERS (2.0 FT) NORTH-NORTHWEST OF TELEPHONE POLE NUMBER 138 WITH
 AW4854'STREET LIGHT, AND 0.61 METERS (2.0 FT) SOUTHEAST OF A METAL STREET
 AW4854'SIGN POLE WITH SIGNS BAYWAY DRIVE AND HARVEY BOULEVARD.  NOTE, THE ROD
 AW4854'WAS ANCHORED AT THIS DEPTH.
 AW4854'THE MARK IS 0.19 METERS  SW FROM A WITNESS POST.
 AW4854'THE MARK IS 0.3 M BELOW BAYWAY DRIVE.
 AW4854
 AW4854                          STATION RECOVERY (1989)
 AW4854
 AW4854'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW4854'RECOVERED IN GOOD CONDITION.
 AW4854
 AW4854                          STATION RECOVERY (1994)
 AW4854
 AW4854'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4854'RECOVERED IN GOOD CONDITION.
 AW4854
 AW4854                          STATION RECOVERY (2005)
 AW4854
 AW4854'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AW4854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0917 ***********************************************************************
 CA0917  DESIGNATION -  J 1473
 CA0917  PID         -  CA0917
 CA0917  STATE/COUNTY-  TX/BROWN
 CA0917  USGS QUAD   -  ZEPHYR (1979)
 CA0917
 CA0917                         *CURRENT SURVEY CONTROL
 CA0917  ___________________________________________________________________
 CA0917* NAD 83(1993)-  31 41 25.26891(N)    098 49 04.84336(W)     ADJUSTED  
 CA0917* NAVD 88     -       458.373  (meters)    1503.85   (feet)  ADJUSTED  
 CA0917  ___________________________________________________________________
 CA0917  X           -    -832,789.699 (meters)                     COMP
 CA0917  Y           -  -5,368,330.891 (meters)                     COMP
 CA0917  Z           -   3,331,491.899 (meters)                     COMP
 CA0917  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CA0917  ELLIP HEIGHT-         432.51  (meters)          (10/06/03) GPS OBS
 CA0917  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CA0917  DYNAMIC HT  -         457.775 (meters)    1501.88  (feet)  COMP
 CA0917  MODELED GRAV-     979,321.1   (mgal)                       NAVD 88
 CA0917
 CA0917  HORZ ORDER  -  THIRD
 CA0917  VERT ORDER  -  FIRST     CLASS II
 CA0917  ELLP ORDER  -  THIRD     CLASS I
 CA0917
 CA0917.The horizontal coordinates were established by GPS observations
 CA0917.and adjusted by the National Geodetic Survey in October 2003..
 CA0917
 CA0917.The orthometric height was determined by differential leveling
 CA0917.and adjusted by the National Geodetic Survey in June 1991..
 CA0917
 CA0917.Photographs are available for this station.
 CA0917
 CA0917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CA0917
 CA0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0917
 CA0917.The ellipsoidal height was determined by GPS observations
 CA0917.and is referenced to NAD 83.
 CA0917
 CA0917.The geoid height was determined by GEOID03.
 CA0917
 CA0917.The dynamic height is computed by dividing the NAVD 88
 CA0917.geopotential number by the normal gravity value computed on the
 CA0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0917.degrees latitude (g = 980.6199 gals.).
 CA0917
 CA0917.The modeled gravity was interpolated from observed gravity values.
 CA0917
 CA0917;                    North         East     Units Scale Factor Converg.
 CA0917;SPC TX C     - 3,225,320.949   843,655.518   MT  0.99995386   +0 46 49.7
 CA0917;SPC TX C     -10,581,740.48  2,767,893.15   sFT  0.99995386   +0 46 49.7
 CA0917;UTM  14      - 3,506,128.828   517,247.267   MT  0.99960367   +0 05 44.2
 CA0917
 CA0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0917!SPC TX C     -   0.99993209  x   0.99995386  =   0.99988595
 CA0917!UTM  14      -   0.99993209  x   0.99960367  =   0.99953579
 CA0917
 CA0917                          SUPERSEDED SURVEY CONTROL
 CA0917
 CA0917.No superseded survey control is available for this station.
 CA0917
 CA0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA1724706129(NAD 83)
 CA0917_MARKER: F = FLANGE-ENCASED ROD
 CA0917_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0917_SP_SET: STAINLESS STEEL ROD
 CA0917_STAMPING: J 1473 1983
 CA0917_MARK LOGO: NGS   
 CA0917_PROJECTION: FLUSH
 CA0917_MAGNETIC: I = MARKER IS A STEEL ROD
 CA0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0917+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 CA0917_ROD/PIPE-DEPTH: 3.7  meters
 CA0917
 CA0917  HISTORY     - Date     Condition        Report By
 CA0917  HISTORY     - 1983     MONUMENTED       NGS
 CA0917  HISTORY     - 20010517 GOOD             JCLS
 CA0917  HISTORY     - 20030523 GOOD             NGS
 CA0917
 CA0917                          STATION DESCRIPTION
 CA0917
 CA0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0917'13.4 KM (8.3 MI) SE FROM EARLY.
 CA0917'13.4 KM (8.3 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS
 CA0917'JUNCTION WITH U.S. HIGHWAYS 67 AND 377 IN EARLY, 23.7 METERS (77.8 FT)
 CA0917'EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 18.3 METERS
 CA0917'(59.7 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 CA0917'THE HIGHWAY AND 1.3 METERS (4.3 FT) SOUTHWEST OF A FENCE CORNER.
 CA0917'NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0917'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 CA0917'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CA0917
 CA0917                          STATION RECOVERY (2001)
 CA0917
 CA0917'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 CA0917'RECOVERED IN GOOD CONDITION.
 CA0917
 CA0917                          STATION RECOVERY (2003)
 CA0917
 CA0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DEB)
 CA0917'RECOVERED AS DESCRIBED.
 CA0917'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0945 ***********************************************************************
 CA0945  DESIGNATION -  J 1474
 CA0945  PID         -  CA0945
 CA0945  STATE/COUNTY-  TX/LAMPASAS
 CA0945  USGS QUAD   -  ANTELOPE GAP (1979)
 CA0945
 CA0945                         *CURRENT SURVEY CONTROL
 CA0945  ___________________________________________________________________
 CA0945* NAD 83(1986)-  31 16 28.     (N)    098 24 52.     (W)     SCALED    
 CA0945* NAVD 88     -       449.048  (meters)    1473.25   (feet)  ADJUSTED  
 CA0945  ___________________________________________________________________
 CA0945  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CA0945  DYNAMIC HT  -         448.443 (meters)    1471.27  (feet)  COMP
 CA0945  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 CA0945
 CA0945  VERT ORDER  -  FIRST     CLASS II
 CA0945
 CA0945.The horizontal coordinates were scaled from a topographic map and have
 CA0945.an estimated accuracy of +/- 6 seconds.
 CA0945
 CA0945.The orthometric height was determined by differential leveling
 CA0945.and adjusted by the National Geodetic Survey in June 1991..
 CA0945
 CA0945.The geoid height was determined by GEOID03.
 CA0945
 CA0945.The dynamic height is computed by dividing the NAVD 88
 CA0945.geopotential number by the normal gravity value computed on the
 CA0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0945.degrees latitude (g = 980.6199 gals.).
 CA0945
 CA0945.The modeled gravity was interpolated from observed gravity values.
 CA0945
 CA0945;                    North         East    Units  Estimated Accuracy
 CA0945;SPC TX C     - 3,179,810.      882,710.      MT  (+/- 180 meters Scaled)
 CA0945
 CA0945                          SUPERSEDED SURVEY CONTROL
 CA0945
 CA0945.No superseded survey control is available for this station.
 CA0945
 CA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV557601(NAD 83)
 CA0945_MARKER: I = METAL ROD
 CA0945_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0945+WITH SETTING: INFORMATION.
 CA0945_SP_SET: SHALLOW SET METAL ROD
 CA0945_STAMPING: J 1474 1983
 CA0945_MARK LOGO: NGS   
 CA0945_PROJECTION: FLUSH
 CA0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0945_ROD/PIPE-DEPTH: 1.8  meters
 CA0945
 CA0945  HISTORY     - Date     Condition        Report By
 CA0945  HISTORY     - 1983     MONUMENTED       NGS
 CA0945
 CA0945                          STATION DESCRIPTION
 CA0945
 CA0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0945'6.9 KM (4.3 MI) NW FROM LOMETA.
 CA0945'6.9 KM (4.3 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0945'RAILROAD STATION IN LOMETA, 31.1 METERS (102.0 FT) WEST OF MILEPOST
 CA0945'296, 15.8 METERS (51.8 FT) WEST OF THE WEST CORNER OF A BOX CULVERT,
 CA0945'14.0 METERS (45.9 FT) SOUTHWEST OF THE NEAR RAIL AND 2.7 METERS (8.9
 CA0945'FT) NORTHWEST OF A FENCE CORNER.  NOTE, REFUSAL WAS REACHED AT 6.0 FT.
 CA0945'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0945'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0945'THE MARK IS 4.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1221 ***********************************************************************
 BZ1221  DESIGNATION -  J 1475
 BZ1221  PID         -  BZ1221
 BZ1221  STATE/COUNTY-  TX/LAMPASAS
 BZ1221  USGS QUAD   -  COPPERAS COVE (1995)
 BZ1221
 BZ1221                         *CURRENT SURVEY CONTROL
 BZ1221  ___________________________________________________________________
 BZ1221* NAD 83(1986)-  31 05 28.     (N)    097 57 34.     (W)     SCALED    
 BZ1221* NAVD 88     -       315.932  (meters)    1036.52   (feet)  ADJUSTED  
 BZ1221  ___________________________________________________________________
 BZ1221  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BZ1221  DYNAMIC HT  -         315.508 (meters)    1035.13  (feet)  COMP
 BZ1221  MODELED GRAV-     979,289.5   (mgal)                       NAVD 88
 BZ1221
 BZ1221  VERT ORDER  -  FIRST     CLASS II
 BZ1221
 BZ1221.The horizontal coordinates were scaled from a topographic map and have
 BZ1221.an estimated accuracy of +/- 6 seconds.
 BZ1221
 BZ1221.The orthometric height was determined by differential leveling
 BZ1221.and adjusted by the National Geodetic Survey in June 1991..
 BZ1221
 BZ1221.The geoid height was determined by GEOID03.
 BZ1221
 BZ1221.The dynamic height is computed by dividing the NAVD 88
 BZ1221.geopotential number by the normal gravity value computed on the
 BZ1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1221.degrees latitude (g = 980.6199 gals.).
 BZ1221
 BZ1221.The modeled gravity was interpolated from observed gravity values.
 BZ1221
 BZ1221;                    North         East    Units  Estimated Accuracy
 BZ1221;SPC TX C     - 3,160,320.      926,460.      MT  (+/- 180 meters Scaled)
 BZ1221
 BZ1221                          SUPERSEDED SURVEY CONTROL
 BZ1221
 BZ1221.No superseded survey control is available for this station.
 BZ1221
 BZ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV992401(NAD 83)
 BZ1221_MARKER: I = METAL ROD
 BZ1221_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BZ1221+WITH SETTING: INFORMATION.
 BZ1221_SP_SET: METAL ROD DRIVEN INTO GROUND
 BZ1221_STAMPING: J 1475 1983
 BZ1221_MARK LOGO: NGS   
 BZ1221_PROJECTION: FLUSH
 BZ1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1221+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 BZ1221_ROD/PIPE-DEPTH: 3.0  meters
 BZ1221
 BZ1221  HISTORY     - Date     Condition        Report By
 BZ1221  HISTORY     - 1983     MONUMENTED       NGS
 BZ1221  HISTORY     - 19910116 GOOD             USGS
 BZ1221  HISTORY     - 20020420 GOOD             USPSQD
 BZ1221  HISTORY     - 20040124 GOOD             USPSQD
 BZ1221
 BZ1221                          STATION DESCRIPTION
 BZ1221
 BZ1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1221'23.2 KM (14.4 MI) WEST FROM KILLEEN.
 BZ1221'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ1221'7.1 KM (4.4 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 BZ1221'STATION IN KILLEEN, THENCE 16.1 KM (10.0 MI) WESTERLY ALONG U.S.
 BZ1221'HIGHWAY 190, OR 0.4 KM (0.25 MI) WEST ALONG EAST SECOND STREET FROM
 BZ1221'THE SANTA FE RAILROAD STATION IN LAMPASAS, THENCE 24.2 KM (15.05 MI)
 BZ1221'EASTERLY ALONG U.S. HIGHWAY 190, 30.0 METERS (98.4 FT) SOUTHEAST OF
 BZ1221'THE CENTERLINE OF THE HIGHWAY, 18.5 METERS (60.7 FT) EAST OF THE EAST
 BZ1221'END OF A BOX CULVERT, 13.0 METERS (42.7 FT) SOUTHWEST OF THE CENTER OF
 BZ1221'A PAVED ROAD, 3.5 METERS (11.5 FT) SOUTHWEST OF A FENCE CORNER AND 1.2
 BZ1221'METERS (3.9 FT) NORTHEAST OF A UTILITY POLE.  NOTE, REFUSAL WAS
 BZ1221'REACHED AT 10.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 BZ1221'LOGO CAP.
 BZ1221'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 BZ1221
 BZ1221                          STATION RECOVERY (1991)
 BZ1221
 BZ1221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ1221'0.25 MILE (0.40 KM) NORTH ALONG PECAN STREET FROM THE POST OFFICE IN
 BZ1221'KEMPNER (10 PECAN) TO JUNCTION OF US 190, THENCE 2.7 MILES (4.3 KM)
 BZ1221'EAST ALONG US 190 TO PAVED ROAD LEADING SOUTHEAST, 98 FEET (29.9 M)
 BZ1221'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 61 FEET (18.6 M) EAST OF
 BZ1221'THE SOUTHEAST END OF A BOX CULVERT, 43 FEET (13.1 M) SOUTHWEST OF THE
 BZ1221'CENTER OF A PAVED ROAD, 12 FEET (3.7 M) SOUTHWEST OF A FENCE CORNER,
 BZ1221'3.9 FEET (1.2 M) NORTHEAST OF A POWER POLE AND 1.0 FOOT (0.3 M)
 BZ1221'NORTHWEST FROM A FIBERGLASS WITNESS POST AT R/W FENCE.  ACCESS TO THE
 BZ1221'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  A SHALLOW-SET METAL ROD
 BZ1221'SET TO THE DEPTH OF 10 FEET (3.0 M) AND ENCASED IN A PIPE SET FLUSH
 BZ1221'WITH THE GROUND, ABOUT LEVEL WITH THE HIGHWAY.
 BZ1221
 BZ1221                          STATION RECOVERY (2002)
 BZ1221
 BZ1221'RECOVERY NOTE BY US POWER SQUADRON 2002 (JP)
 BZ1221'RECOVERED IN GOOD CONDITION.
 BZ1221
 BZ1221                          STATION RECOVERY (2004)
 BZ1221
 BZ1221'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BZ1221'PAVED ROAD DESCRIBED IS CR4814.  ONLY MARGINALLY GPSABLE BECAUSE OF A
 BZ1221'SMALL TREE AND A NEARBY POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2460 ***********************************************************************
 CS2460  DESIGNATION -  J 1476
 CS2460  PID         -  CS2460
 CS2460  STATE/COUNTY-  TX/HILL
 CS2460  USGS QUAD   -  ITASCA (1965)
 CS2460
 CS2460                         *CURRENT SURVEY CONTROL
 CS2460  ___________________________________________________________________
 CS2460* NAD 83(1986)-  32 14 36.     (N)    097 10 53.     (W)     SCALED    
 CS2460* NAVD 88     -       201.361  (meters)     660.63   (feet)  ADJUSTED  
 CS2460  ___________________________________________________________________
 CS2460  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CS2460  DYNAMIC HT  -         201.116 (meters)     659.83  (feet)  COMP
 CS2460  MODELED GRAV-     979,419.0   (mgal)                       NAVD 88
 CS2460
 CS2460  VERT ORDER  -  FIRST     CLASS II
 CS2460
 CS2460.The horizontal coordinates were scaled from a topographic map and have
 CS2460.an estimated accuracy of +/- 6 seconds.
 CS2460
 CS2460.The orthometric height was determined by differential leveling
 CS2460.and adjusted by the National Geodetic Survey in June 1991..
 CS2460
 CS2460.The geoid height was determined by GEOID03.
 CS2460
 CS2460.The dynamic height is computed by dividing the NAVD 88
 CS2460.geopotential number by the normal gravity value computed on the
 CS2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2460.degrees latitude (g = 980.6199 gals.).
 CS2460
 CS2460.The modeled gravity was interpolated from observed gravity values.
 CS2460
 CS2460;                    North         East    Units  Estimated Accuracy
 CS2460;SPC TXNC     - 2,064,730.      724,260.      MT  (+/- 180 meters Scaled)
 CS2460
 CS2460                          SUPERSEDED SURVEY CONTROL
 CS2460
 CS2460.No superseded survey control is available for this station.
 CS2460
 CS2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA713688(NAD 83)
 CS2460_MARKER: I = METAL ROD
 CS2460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2460_SP_SET: STAINLESS STEEL ROD
 CS2460_STAMPING: J 1476 1983
 CS2460_MARK LOGO: NGS   
 CS2460_PROJECTION: FLUSH
 CS2460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2460_ROD/PIPE-DEPTH: 3.7  meters
 CS2460
 CS2460  HISTORY     - Date     Condition        Report By
 CS2460  HISTORY     - 1983     MONUMENTED       NGS
 CS2460  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CS2460
 CS2460                          STATION DESCRIPTION
 CS2460
 CS2460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2460'3.0 KM (1.85 MI) SOUTH FROM GRANDVIEW.
 CS2460'3.0 KM (1.85 MI) SOUTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS
 CS2460'RAILROAD FROM ITS JUNCTION WITH FARM ROAD 916 IN GRANDVIEW, 55.5
 CS2460'METERS (182.1 FT) NORTHEAST OF RAILROAD SIGNAL NUMBER 7951, 44.5
 CS2460'METERS (146.0 FT) EAST OF THE NEAR RAIL, 17.7 METERS (58.1 FT) EAST OF
 CS2460'THE CENTERLINE OF U.S. HIGHWAY 81 AND 2.4 METERS (7.9 FT) NORTH OF A
 CS2460'FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CS2460'CAP.
 CS2460'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CS2460'THE MARK IS 0.3 M BELOW THE ROAD.
 CS2460
 CS2460                          STATION RECOVERY (1999)
 CS2460
 CS2460'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2424 ***********************************************************************
 CS2424  DESIGNATION -  J 1477
 CS2424  PID         -  CS2424
 CS2424  STATE/COUNTY-  TX/TARRANT
 CS2424  USGS QUAD   -  BENBROOK (1981)
 CS2424
 CS2424                         *CURRENT SURVEY CONTROL
 CS2424  ___________________________________________________________________
 CS2424* NAD 83(1986)-  32 41 08.     (N)    097 27 51.     (W)     SCALED    
 CS2424* NAVD 88     -       208.312  (meters)     683.44   (feet)  ADJUSTED  
 CS2424  ___________________________________________________________________
 CS2424  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CS2424  DYNAMIC HT  -         208.067 (meters)     682.63  (feet)  COMP
 CS2424  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 CS2424
 CS2424  VERT ORDER  -  FIRST     CLASS II
 CS2424
 CS2424.The horizontal coordinates were scaled from a topographic map and have
 CS2424.an estimated accuracy of +/- 6 seconds.
 CS2424
 CS2424.The orthometric height was determined by differential leveling
 CS2424.and adjusted by the National Geodetic Survey in June 1991..
 CS2424
 CS2424.The geoid height was determined by GEOID03.
 CS2424
 CS2424.The dynamic height is computed by dividing the NAVD 88
 CS2424.geopotential number by the normal gravity value computed on the
 CS2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2424.degrees latitude (g = 980.6199 gals.).
 CS2424
 CS2424.The modeled gravity was interpolated from observed gravity values.
 CS2424
 CS2424;                    North         East    Units  Estimated Accuracy
 CS2424;SPC TXNC     - 2,113,460.      697,130.      MT  (+/- 180 meters Scaled)
 CS2424
 CS2424                          SUPERSEDED SURVEY CONTROL
 CS2424
 CS2424.No superseded survey control is available for this station.
 CS2424
 CS2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB439174(NAD 83)
 CS2424_MARKER: DB = BENCH MARK DISK
 CS2424_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2424_SP_SET: PIER
 CS2424_STAMPING: J 1477 1983
 CS2424_MARK LOGO: NGS   
 CS2424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2424+STABILITY: POSITION/ELEVATION WELL
 CS2424
 CS2424  HISTORY     - Date     Condition        Report By
 CS2424  HISTORY     - 1983     MONUMENTED       NGS
 CS2424  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2424
 CS2424                          STATION DESCRIPTION
 CS2424
 CS2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2424'14.8 KM (9.2 MI) WEST FROM FORT WORTH.
 CS2424'14.8 KM (9.2 MI) WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS
 CS2424'JUNCTION WITH SOUTH MAIN STREET IN FORT WORTH, SET VERTICALLY IN THE
 CS2424'NORTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 2 PIERS OF A FRONTAGE
 CS2424'ROAD OVERPASS OVER THE TRACKS, 13.8 METERS (45.3 FT) NORTHWEST OF THE
 CS2424'CENTER OF THE ROAD AND 5.7 METERS (18.7 FT) SOUTHEAST OF THE NEAR
 CS2424'RAIL.
 CS2424'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2424
 CS2424                          STATION RECOVERY (2004)
 CS2424
 CS2424'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS2424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2428 ***********************************************************************
 CS2428  DESIGNATION -  J 1478
 CS2428  PID         -  CS2428
 CS2428  STATE/COUNTY-  TX/PARKER
 CS2428  USGS QUAD   -  ALEDO (1981)
 CS2428
 CS2428                         *CURRENT SURVEY CONTROL
 CS2428  ___________________________________________________________________
 CS2428* NAD 83(1986)-  32 43 44.     (N)    097 36 00.     (W)     SCALED    
 CS2428* NAVD 88     -       318.113  (meters)    1043.68   (feet)  ADJUSTED  
 CS2428  ___________________________________________________________________
 CS2428  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CS2428  DYNAMIC HT  -         317.728 (meters)    1042.41  (feet)  COMP
 CS2428  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 CS2428
 CS2428  VERT ORDER  -  FIRST     CLASS II
 CS2428
 CS2428.The horizontal coordinates were scaled from a topographic map and have
 CS2428.an estimated accuracy of +/- 6 seconds.
 CS2428
 CS2428.The orthometric height was determined by differential leveling
 CS2428.and adjusted by the National Geodetic Survey in June 1991..
 CS2428
 CS2428.The geoid height was determined by GEOID03.
 CS2428
 CS2428.The dynamic height is computed by dividing the NAVD 88
 CS2428.geopotential number by the normal gravity value computed on the
 CS2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2428.degrees latitude (g = 980.6199 gals.).
 CS2428
 CS2428.The modeled gravity was interpolated from observed gravity values.
 CS2428
 CS2428;                    North         East    Units  Estimated Accuracy
 CS2428;SPC TXNC     - 2,118,150.      684,350.      MT  (+/- 180 meters Scaled)
 CS2428
 CS2428                          SUPERSEDED SURVEY CONTROL
 CS2428
 CS2428.No superseded survey control is available for this station.
 CS2428
 CS2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB311220(NAD 83)
 CS2428_MARKER: DB = BENCH MARK DISK
 CS2428_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2428_SP_SET: ABUTMENT
 CS2428_STAMPING: J 1478 1983
 CS2428_MARK LOGO: NGS   
 CS2428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2428+STABILITY: POSITION/ELEVATION WELL
 CS2428
 CS2428  HISTORY     - Date     Condition        Report By
 CS2428  HISTORY     - 1983     MONUMENTED       NGS
 CS2428  HISTORY     - 19910522 GOOD             USPSQD
 CS2428  HISTORY     - 19950820 GOOD             USPSQD
 CS2428  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2428  HISTORY     - 20041023 GOOD             USPSQD
 CS2428  HISTORY     - 20051119 GOOD             USPSQD
 CS2428
 CS2428                          STATION DESCRIPTION
 CS2428
 CS2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2428'18.8 KM (11.7 MI) EAST FROM WEATHERFORD.
 CS2428'18.8 KM (11.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2428'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, IN TOP OF AND
 CS2428'0.1 METERS (0.3 FT) EAST OF THE WEST END OF THE NORTH CONCRETE
 CS2428'ABUTMENT OF FARM ROAD 5 OVERPASS, 44.0 METERS (144.4 FT) NORTH OF THE
 CS2428'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 7.1 METERS
 CS2428'(23.3 FT) WEST OF THE CENTERLINE OF THE ROAD.
 CS2428'THE MARK IS 1.7 M BELOW THE ROAD.
 CS2428
 CS2428                          STATION RECOVERY (1991)
 CS2428
 CS2428'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2428'RECOVERED IN GOOD CONDITION.
 CS2428
 CS2428                          STATION RECOVERY (1995)
 CS2428
 CS2428'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2428'RECOVERED IN GOOD CONDITION.
 CS2428
 CS2428                          STATION RECOVERY (1997)
 CS2428
 CS2428'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2428'MARK NOT FOUND.
 CS2428
 CS2428                          STATION RECOVERY (2004)
 CS2428
 CS2428'RECOVERY NOTE BY US POWER SQUADRON 2004 (TGC)
 CS2428'RECOVERED IN GOOD CONDITION.
 CS2428
 CS2428                          STATION RECOVERY (2005)
 CS2428
 CS2428'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 CS2428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0915 ***********************************************************************
 CT0915  DESIGNATION -  J 1479
 CT0915  PID         -  CT0915
 CT0915  STATE/COUNTY-  TX/PALO PINTO
 CT0915  USGS QUAD   -  GORDON (1984)
 CT0915
 CT0915                         *CURRENT SURVEY CONTROL
 CT0915  ___________________________________________________________________
 CT0915* NAD 83(1986)-  32 31 13.     (N)    098 20 57.     (W)     SCALED    
 CT0915* NAVD 88     -       304.800  (meters)    1000.00   (feet)  ADJUSTED  
 CT0915  ___________________________________________________________________
 CT0915  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CT0915  DYNAMIC HT  -         304.421 (meters)     998.75  (feet)  COMP
 CT0915  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 CT0915
 CT0915  VERT ORDER  -  FIRST     CLASS II
 CT0915
 CT0915.The horizontal coordinates were scaled from a topographic map and have
 CT0915.an estimated accuracy of +/- 6 seconds.
 CT0915
 CT0915.The orthometric height was determined by differential leveling
 CT0915.and adjusted by the National Geodetic Survey in June 1991..
 CT0915
 CT0915.The geoid height was determined by GEOID03.
 CT0915
 CT0915.The dynamic height is computed by dividing the NAVD 88
 CT0915.geopotential number by the normal gravity value computed on the
 CT0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0915.degrees latitude (g = 980.6199 gals.).
 CT0915
 CT0915.The modeled gravity was interpolated from observed gravity values.
 CT0915
 CT0915;                    North         East    Units  Estimated Accuracy
 CT0915;SPC TXNC     - 2,094,670.      614,170.      MT  (+/- 180 meters Scaled)
 CT0915
 CT0915                          SUPERSEDED SURVEY CONTROL
 CT0915
 CT0915.No superseded survey control is available for this station.
 CT0915
 CT0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA611982(NAD 83)
 CT0915_MARKER: DB = BENCH MARK DISK
 CT0915_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0915_SP_SET: ABUTMENT
 CT0915_STAMPING: J 1479 1983
 CT0915_MARK LOGO: NGS   
 CT0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0915
 CT0915  HISTORY     - Date     Condition        Report By
 CT0915  HISTORY     - 1983     MONUMENTED       NGS
 CT0915  HISTORY     - 19980822 GOOD             USPSQD
 CT0915  HISTORY     - 20020316 GOOD             USPSQD
 CT0915  HISTORY     - 20040327 GOOD             USPSQD
 CT0915
 CT0915                          STATION DESCRIPTION
 CT0915
 CT0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0915'34.7 KM (21.55 MI) EAST FROM RANGER.
 CT0915'34.7 KM (21.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0915'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN TOP OF AND 0.1 METER (0.3
 CT0915'FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A PAVED
 CT0915'ROAD OVERPASS OVER THE HIGHWAY, 28.2 METERS (92.5 FT) NORTH OF THE
 CT0915'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY AND 4.2 METERS
 CT0915'(13.8 FT) EAST OF THE CENTERLINE OF THE ROAD.
 CT0915'THE MARK IS 1.1 M BELOW THE ROAD.
 CT0915
 CT0915                          STATION RECOVERY (1998)
 CT0915
 CT0915'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0915'RECOVERED IN GOOD CONDITION.
 CT0915
 CT0915                          STATION RECOVERY (2002)
 CT0915
 CT0915'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0915'RECOVERED IN GOOD CONDITION.
 CT0915
 CT0915                          STATION RECOVERY (2004)
 CT0915
 CT0915'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1386 ***********************************************************************
 AY1386  DESIGNATION -  J 148
 AY1386  PID         -  AY1386
 AY1386  STATE/COUNTY-  TX/UVALDE
 AY1386  USGS QUAD   -  LAKE CREEK (1971)
 AY1386
 AY1386                         *CURRENT SURVEY CONTROL
 AY1386  ___________________________________________________________________
 AY1386* NAD 83(1986)-  29 34 29.     (N)    099 59 12.     (W)     SCALED    
 AY1386* NAVD 88     -       406.186  (meters)    1332.63   (feet)  POSTED    
 AY1386  ___________________________________________________________________
 AY1386  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AY1386  DYNAMIC HT  -         405.590 (meters)    1330.67  (feet)  COMP
 AY1386  MODELED GRAV-     979,152.6   (mgal)                       NAVD 88
 AY1386
 AY1386  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY1386
 AY1386.The horizontal coordinates were scaled from a topographic map and have
 AY1386.an estimated accuracy of +/- 6 seconds.
 AY1386
 AY1386.The orthometric height was determined by differential leveling
 AY1386.and adjusted by the National Geodetic Survey in 1992..
 AY1386.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY1386.rate of 2.1 thru 3.0 mm/km.
 AY1386
 AY1386.The geoid height was determined by GEOID03.
 AY1386
 AY1386.The dynamic height is computed by dividing the NAVD 88
 AY1386.geopotential number by the normal gravity value computed on the
 AY1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1386.degrees latitude (g = 980.6199 gals.).
 AY1386
 AY1386.The modeled gravity was interpolated from observed gravity values.
 AY1386
 AY1386;                    North         East    Units  Estimated Accuracy
 AY1386;SPC TXSC     - 4,193,400.      504,410.      MT  (+/- 180 meters Scaled)
 AY1386
 AY1386                          SUPERSEDED SURVEY CONTROL
 AY1386
 AY1386  NGVD 29 (??/??/92)  406.085  (m)         1332.30   (f) ADJ UNCH    2 0
 AY1386
 AY1386.Superseded values are not recommended for survey control.
 AY1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1386.See file dsdata.txt to determine how the superseded data were derived.
 AY1386
 AY1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT044720(NAD 83)
 AY1386_MARKER: DB = BENCH MARK DISK
 AY1386_SETTING: 66 = SET IN ROCK OUTCROP
 AY1386_SP_SET: BEDROCK
 AY1386_STAMPING: J 148 1939
 AY1386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1386+STABILITY: POSITION/ELEVATION WELL
 AY1386
 AY1386  HISTORY     - Date     Condition        Report By
 AY1386  HISTORY     - 1939     MONUMENTED       CGS
 AY1386  HISTORY     - 1971     GOOD             USGS
 AY1386
 AY1386                          STATION DESCRIPTION
 AY1386
 AY1386'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AY1386'3.5 MI N FROM MONTELL.
 AY1386'3.3 MILES SOUTH ALONG STATE HIGHWAY 55 FROM JUNCTION OF HIGHWAY 55 AND
 AY1386'RANCH ROAD 337 AT CAMP WOOD.  THENCE 3.9 MILES SOUTHEAST ALONG GRADED
 AY1386'DIRT ROAD TO A TRACK ROAD LEADING EAST.  THE MARK IS ABOUT 170 FEET
 AY1386'EAST OF THIS JUNCTION.  30 FT. WEST OF OLD RAILROAD BED.  300 FT NORTH
 AY1386'OF FENCE CROSSING OLD R.R. AND SET IN BEDROCK.  A STANDARD USC AND GS
 AY1386'DISK, STAMPED J 148 1935 1332.297.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0931 ***********************************************************************
 CT0931  DESIGNATION -  J 1480
 CT0931  PID         -  CT0931
 CT0931  STATE/COUNTY-  TX/EASTLAND
 CT0931  USGS QUAD   -  RANGER (1987)
 CT0931
 CT0931                         *CURRENT SURVEY CONTROL
 CT0931  ___________________________________________________________________
 CT0931* NAD 83(1986)-  32 28 26.     (N)    098 37 32.     (W)     SCALED    
 CT0931* NAVD 88     -       428.835  (meters)    1406.94   (feet)  ADJUSTED  
 CT0931  ___________________________________________________________________
 CT0931  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CT0931  DYNAMIC HT  -         428.287 (meters)    1405.14  (feet)  COMP
 CT0931  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 CT0931
 CT0931  VERT ORDER  -  FIRST     CLASS II
 CT0931
 CT0931.The horizontal coordinates were scaled from a topographic map and have
 CT0931.an estimated accuracy of +/- 6 seconds.
 CT0931
 CT0931.The orthometric height was determined by differential leveling
 CT0931.and adjusted by the National Geodetic Survey in June 1991..
 CT0931
 CT0931.The geoid height was determined by GEOID03.
 CT0931
 CT0931.The dynamic height is computed by dividing the NAVD 88
 CT0931.geopotential number by the normal gravity value computed on the
 CT0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0931.degrees latitude (g = 980.6199 gals.).
 CT0931
 CT0931.The modeled gravity was interpolated from observed gravity values.
 CT0931
 CT0931;                    North         East    Units  Estimated Accuracy
 CT0931;SPC TXNC     - 2,089,520.      588,200.      MT  (+/- 180 meters Scaled)
 CT0931
 CT0931                          SUPERSEDED SURVEY CONTROL
 CT0931
 CT0931.No superseded survey control is available for this station.
 CT0931
 CT0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA351930(NAD 83)
 CT0931_MARKER: DB = BENCH MARK DISK
 CT0931_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0931_SP_SET: PIER
 CT0931_STAMPING: J 1480 1983
 CT0931_MARK LOGO: NGS   
 CT0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0931
 CT0931  HISTORY     - Date     Condition        Report By
 CT0931  HISTORY     - 1983     MONUMENTED       NGS
 CT0931  HISTORY     - 20020316 GOOD             USPSQD
 CT0931
 CT0931                          STATION DESCRIPTION
 CT0931
 CT0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0931'7.9 KM (4.9 MI) EAST FROM RANGER.
 CT0931'7.9 KM (4.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION
 CT0931'WITH FARM ROAD 2461 IN RANGER, SET VERTICALLY IN THE WEST FACE OF THE
 CT0931'MOST WESTERLY 1 OF 4 PIERS OF THE EAST BOUND LANES OF U.S. HIGHWAY 80
 CT0931'OVERPASS OVER HIGHWAY 80 AND 14.2 METERS (46.6 FT) NORTH OF THE
 CT0931'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 CT0931'THE MARK IS 1.3 M ABOVE THE GROUND.
 CT0931
 CT0931                          STATION RECOVERY (2002)
 CT0931
 CT0931'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0956 ***********************************************************************
 CT0956  DESIGNATION -  J 1481
 CT0956  PID         -  CT0956
 CT0956  STATE/COUNTY-  TX/CALLAHAN
 CT0956  USGS QUAD   -  JAYELL (1966)
 CT0956
 CT0956                         *CURRENT SURVEY CONTROL
 CT0956  ___________________________________________________________________
 CT0956* NAD 83(1986)-  32 23 30.     (N)    099 20 43.     (W)     SCALED    
 CT0956* NAVD 88     -       482.954  (meters)    1584.49   (feet)  ADJUSTED  
 CT0956  ___________________________________________________________________
 CT0956  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CT0956  DYNAMIC HT  -         482.328 (meters)    1582.44  (feet)  COMP
 CT0956  MODELED GRAV-     979,327.0   (mgal)                       NAVD 88
 CT0956
 CT0956  VERT ORDER  -  FIRST     CLASS II
 CT0956
 CT0956.The horizontal coordinates were scaled from a topographic map and have
 CT0956.an estimated accuracy of +/- 6 seconds.
 CT0956
 CT0956.The orthometric height was determined by differential leveling
 CT0956.and adjusted by the National Geodetic Survey in June 1991..
 CT0956
 CT0956.The geoid height was determined by GEOID03.
 CT0956
 CT0956.The dynamic height is computed by dividing the NAVD 88
 CT0956.geopotential number by the normal gravity value computed on the
 CT0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0956.degrees latitude (g = 980.6199 gals.).
 CT0956
 CT0956.The modeled gravity was interpolated from observed gravity values.
 CT0956
 CT0956;                    North         East    Units  Estimated Accuracy
 CT0956;SPC TXNC     - 2,080,720.      520,470.      MT  (+/- 180 meters Scaled)
 CT0956
 CT0956                          SUPERSEDED SURVEY CONTROL
 CT0956
 CT0956.No superseded survey control is available for this station.
 CT0956
 CT0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA675839(NAD 83)
 CT0956_MARKER: DB = BENCH MARK DISK
 CT0956_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0956_SP_SET: PIER
 CT0956_STAMPING: J 1481 1983
 CT0956_MARK LOGO: NGS   
 CT0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0956
 CT0956  HISTORY     - Date     Condition        Report By
 CT0956  HISTORY     - 1983     MONUMENTED       NGS
 CT0956
 CT0956                          STATION DESCRIPTION
 CT0956
 CT0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0956'39.7 KM (24.65 MI) EAST FROM ABILENE.
 CT0956'34.4 KM (21.35 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0956'THE RAILROAD STATION IN ABILENE, THENCE 1.3 KM (0.8 MI) NORTH ALONG
 CT0956'U.S. HIGHWAY 283, THENCE 4.0 KM (2.5 MI) EASTERLY ALONG INTERSTATE
 CT0956'HIGHWAY 20, SET VERTICALLY IN THE EAST FACE OF THE MOST NORTHERLY 1 OF
 CT0956'4 PIERS OF THE WEST BOUND OVERPASS OVER A FRONTAGE ROAD CROSSOVER,
 CT0956'6.2 METERS (20.3 FT) WEST OF THE CENTER OF THE ROAD AND 5.1 METERS
 CT0956'(16.7 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY.
 CT0956'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0635 ***********************************************************************
 DO0635  DESIGNATION -  J 1482
 DO0635  PID         -  DO0635
 DO0635  STATE/COUNTY-  TX/CLAY
 DO0635  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0635
 DO0635                         *CURRENT SURVEY CONTROL
 DO0635  ___________________________________________________________________
 DO0635* NAD 83(1986)-  33 53 06.     (N)    098 25 17.     (W)     SCALED    
 DO0635* NAVD 88     -       312.524  (meters)    1025.34   (feet)  ADJUSTED  
 DO0635  ___________________________________________________________________
 DO0635  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DO0635  DYNAMIC HT  -         312.181 (meters)    1024.21  (feet)  COMP
 DO0635  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 DO0635
 DO0635  VERT ORDER  -  FIRST     CLASS II
 DO0635
 DO0635.The horizontal coordinates were scaled from a topographic map and have
 DO0635.an estimated accuracy of +/- 6 seconds.
 DO0635
 DO0635.The orthometric height was determined by differential leveling
 DO0635.and adjusted by the National Geodetic Survey in June 1991..
 DO0635
 DO0635.The geoid height was determined by GEOID03.
 DO0635
 DO0635.The dynamic height is computed by dividing the NAVD 88
 DO0635.geopotential number by the normal gravity value computed on the
 DO0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0635.degrees latitude (g = 980.6199 gals.).
 DO0635
 DO0635.The modeled gravity was interpolated from observed gravity values.
 DO0635
 DO0635;                    North         East    Units  Estimated Accuracy
 DO0635;SPC TXNC     - 2,246,000.      607,270.      MT  (+/- 180 meters Scaled)
 DO0635
 DO0635                          SUPERSEDED SURVEY CONTROL
 DO0635
 DO0635.No superseded survey control is available for this station.
 DO0635
 DO0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC535495(NAD 83)
 DO0635_MARKER: DB = BENCH MARK DISK
 DO0635_SETTING: 66 = SET IN ROCK OUTCROP
 DO0635_SP_SET: ROCK OUTCROP
 DO0635_STAMPING: J 1482 1984
 DO0635_MARK LOGO: NGS   
 DO0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0635+STABILITY: POSITION/ELEVATION WELL
 DO0635
 DO0635  HISTORY     - Date     Condition        Report By
 DO0635  HISTORY     - 1984     MONUMENTED       NGS
 DO0635  HISTORY     - 20030625 MARK NOT FOUND   USPSQD
 DO0635
 DO0635                          STATION DESCRIPTION
 DO0635
 DO0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0635'7.2 KM (4.45 MI) SE FROM WICHITA FALLS.
 DO0635'7.2 KM (4.45 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0635'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, IN THE CENTER OF
 DO0635'THE NORTHWEST END OF A LARGE EXPOSED AREA OF BEDROCK IN A RAILROAD
 DO0635'CUT, 142.0 METERS (465.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 DO0635'CUT, 22.6 METERS (74.1 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 DO0635'OUTCROP, 17.2 METERS (56.4 FT) SOUTH OF A UTILITY POLE, AND
 DO0635'13.8 METERS (12.5 FT) NORTHEAST OF THE NEAR RAIL.
 DO0635'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DO0635'THE MARK IS 0.9 M ABOVE THE TRACKS.
 DO0635
 DO0635                          STATION RECOVERY (2003)
 DO0635
 DO0635'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 DO0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0526 ***********************************************************************
 EM0526  DESIGNATION -  J 1483
 EM0526  PID         -  EM0526
 EM0526  STATE/COUNTY-  TX/WICHITA
 EM0526  USGS QUAD   -  ELECTRA (1991)
 EM0526
 EM0526                         *CURRENT SURVEY CONTROL
 EM0526  ___________________________________________________________________
 EM0526* NAD 83(1986)-  34 02 44.     (N)    098 57 10.     (W)     SCALED    
 EM0526* NAVD 88     -       371.022  (meters)    1217.26   (feet)  ADJUSTED  
 EM0526  ___________________________________________________________________
 EM0526  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 EM0526  DYNAMIC HT  -         370.611 (meters)    1215.91  (feet)  COMP
 EM0526  MODELED GRAV-     979,517.9   (mgal)                       NAVD 88
 EM0526
 EM0526  VERT ORDER  -  FIRST     CLASS II
 EM0526
 EM0526.The horizontal coordinates were scaled from a topographic map and have
 EM0526.an estimated accuracy of +/- 6 seconds.
 EM0526
 EM0526.The orthometric height was determined by differential leveling
 EM0526.and adjusted by the National Geodetic Survey in June 1991..
 EM0526
 EM0526.The geoid height was determined by GEOID03.
 EM0526
 EM0526.The dynamic height is computed by dividing the NAVD 88
 EM0526.geopotential number by the normal gravity value computed on the
 EM0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0526.degrees latitude (g = 980.6199 gals.).
 EM0526
 EM0526.The modeled gravity was interpolated from observed gravity values.
 EM0526
 EM0526;                    North         East    Units  Estimated Accuracy
 EM0526;SPC TXNC     - 2,263,900.      558,190.      MT  (+/- 180 meters Scaled)
 EM0526
 EM0526                          SUPERSEDED SURVEY CONTROL
 EM0526
 EM0526.No superseded survey control is available for this station.
 EM0526
 EM0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC043672(NAD 83)
 EM0526_MARKER: DB = BENCH MARK DISK
 EM0526_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EM0526_SP_SET: PIER
 EM0526_STAMPING: J 1483 1984
 EM0526_MARK LOGO: NGS   
 EM0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0526+STABILITY: POSITION/ELEVATION WELL
 EM0526
 EM0526  HISTORY     - Date     Condition        Report By
 EM0526  HISTORY     - 1984     MONUMENTED       NGS
 EM0526  HISTORY     - 20010525 GOOD             USPSQD
 EM0526
 EM0526                          STATION DESCRIPTION
 EM0526
 EM0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0526'33.8 KM (20.95 MI) SE FROM VERNON.
 EM0526'33.6 KM (20.85 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN
 EM0526'RAILROAD FROM THE STATION IN VERNON, THENCE 0.2 KM (0.1 MI) NORTH
 EM0526'ALONG A PAVED ROAD, SET VERTICALLY IN THE WEST FACE OF THE MOST
 EM0526'SOUTHERLY 1 OF 3 COLUMNS OF THE 1ST PIER WEST OF THE EAST ABUTMENT OF
 EM0526'U.S. HIGHWAY 287 SOUTHEAST LANES OF THE OVERPASS OVER THE ROAD,
 EM0526'9.6 METERS (31.5 FT) EAST OF THE CENTERLINE OF THE ROAD, AND
 EM0526'5.0 METERS (16.4 FT) SOUTH OF THE CENTER OF THE HIGHWAY.
 EM0526'THE MARK IS 1.3 M ABOVE THE GROUND.
 EM0526
 EM0526                          STATION RECOVERY (2001)
 EM0526
 EM0526'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0584 ***********************************************************************
 EN0584  DESIGNATION -  J 1484
 EN0584  PID         -  EN0584
 EN0584  STATE/COUNTY-  TX/CHILDRESS
 EN0584  USGS QUAD   -  CAREY (1981)
 EN0584
 EN0584                         *CURRENT SURVEY CONTROL
 EN0584  ___________________________________________________________________
 EN0584* NAD 83(1986)-  34 27 56.     (N)    100 18 06.     (W)     SCALED    
 EN0584* NAVD 88     -       583.258  (meters)    1913.57   (feet)  ADJUSTED  
 EN0584  ___________________________________________________________________
 EN0584  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 EN0584  DYNAMIC HT  -         582.591 (meters)    1911.38  (feet)  COMP
 EN0584  MODELED GRAV-     979,475.3   (mgal)                       NAVD 88
 EN0584
 EN0584  VERT ORDER  -  FIRST     CLASS II
 EN0584
 EN0584.The horizontal coordinates were scaled from a topographic map and have
 EN0584.an estimated accuracy of +/- 6 seconds.
 EN0584
 EN0584.The orthometric height was determined by differential leveling
 EN0584.and adjusted by the National Geodetic Survey in June 1991..
 EN0584
 EN0584.The geoid height was determined by GEOID03.
 EN0584
 EN0584.The dynamic height is computed by dividing the NAVD 88
 EN0584.geopotential number by the normal gravity value computed on the
 EN0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0584.degrees latitude (g = 980.6199 gals.).
 EN0584
 EN0584.The modeled gravity was interpolated from observed gravity values.
 EN0584
 EN0584;                    North         East    Units  Estimated Accuracy
 EN0584;SPC TX N     - 1,052,320.      310,100.      MT  (+/- 180 meters Scaled)
 EN0584
 EN0584                          SUPERSEDED SURVEY CONTROL
 EN0584
 EN0584.No superseded survey control is available for this station.
 EN0584
 EN0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD804145(NAD 83)
 EN0584_MARKER: I = METAL ROD
 EN0584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0584_SP_SET: STAINLESS STEEL ROD
 EN0584_STAMPING: J 1484 1984
 EN0584_MARK LOGO: NGS   
 EN0584_PROJECTION: FLUSH
 EN0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0584_ROD/PIPE-DEPTH: 4.9  meters
 EN0584
 EN0584  HISTORY     - Date     Condition        Report By
 EN0584  HISTORY     - 1984     MONUMENTED       NGS
 EN0584
 EN0584                          STATION DESCRIPTION
 EN0584
 EN0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0584'7.8 KM (4.85 MI) NW FROM CHILDRESS.
 EN0584'7.8 KM (4.85 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0584'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 3.6 KM (2.25 MI) SOUTHEAST
 EN0584'OF A HIGHWAY BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD, 19.6 M
 EN0584'(64.3 FT) NORTHWEST OF THE CENTER OF LOOP ROAD 328, 18.1 M (59.4 FT)
 EN0584'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 EN0584'HIGHWAY, AND 2.1 M (6.9 FT) NORTHWEST OF A FENCE CORNER.  NOTE=ACCESS
 EN0584'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0584'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EN0584'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2502 ***********************************************************************
 CS2502  DESIGNATION -  J 1485
 CS2502  PID         -  CS2502
 CS2502  STATE/COUNTY-  TX/TARRANT
 CS2502  USGS QUAD   -  AVONDALE (1982)
 CS2502
 CS2502                         *CURRENT SURVEY CONTROL
 CS2502  ___________________________________________________________________
 CS2502* NAD 83(1986)-  32 58 12.     (N)    097 25 13.     (W)     SCALED    
 CS2502* NAVD 88     -       246.736  (meters)     809.50   (feet)  ADJUSTED  
 CS2502  ___________________________________________________________________
 CS2502  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CS2502  DYNAMIC HT  -         246.444 (meters)     808.54  (feet)  COMP
 CS2502  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 CS2502
 CS2502  VERT ORDER  -  FIRST     CLASS II
 CS2502
 CS2502.The horizontal coordinates were scaled from a topographic map and have
 CS2502.an estimated accuracy of +/- 6 seconds.
 CS2502
 CS2502.The orthometric height was determined by differential leveling
 CS2502.and adjusted by the National Geodetic Survey in June 1991..
 CS2502
 CS2502.The geoid height was determined by GEOID03.
 CS2502
 CS2502.The dynamic height is computed by dividing the NAVD 88
 CS2502.geopotential number by the normal gravity value computed on the
 CS2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2502.degrees latitude (g = 980.6199 gals.).
 CS2502
 CS2502.The modeled gravity was interpolated from observed gravity values.
 CS2502
 CS2502;                    North         East    Units  Estimated Accuracy
 CS2502;SPC TXNC     - 2,145,050.      700,920.      MT  (+/- 180 meters Scaled)
 CS2502
 CS2502                          SUPERSEDED SURVEY CONTROL
 CS2502
 CS2502.No superseded survey control is available for this station.
 CS2502
 CS2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB476490(NAD 83)
 CS2502_MARKER: DB = BENCH MARK DISK
 CS2502_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2502_SP_SET: PIER
 CS2502_STAMPING: J 1485 1984
 CS2502_MARK LOGO: NGS   
 CS2502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2502+STABILITY: POSITION/ELEVATION WELL
 CS2502
 CS2502  HISTORY     - Date     Condition        Report By
 CS2502  HISTORY     - 1984     MONUMENTED       NGS
 CS2502  HISTORY     - 19970301 GOOD             USPSQD
 CS2502
 CS2502                          STATION DESCRIPTION
 CS2502
 CS2502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 CS2502'11.7 KM (7.25 MI) SE FROM RHOME.
 CS2502'8.8 KM (5.45 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 CS2502'FROM ITS JUNCTION WITH SECOND STREET IN RHOME, THENCE 2.9 KM (1.8 MI)
 CS2502'SOUTHERLY ALONG A PAVED ROAD, OR 10.8 KM (6.7 MI) NORTHWESTERLY ALONG
 CS2502'THE SANTA FE RAILROAD FROM ITS JUNCTION WITH MC LEROY BOULEVARD IN
 CS2502'SAGINAW, THENCE 2.8 KM (1.75 MI) NORTHERLY ALONG U.S. HIGHWAYS 287 AND
 CS2502'81, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF 3
 CS2502'COLUMNS OF THE MOST NORTHERLY PIER OF THE U.S. HIGHWAY 287 AND 81
 CS2502'BUSINESS OVERPASS OVER U.S. HIGHWAYS 287 AND 81, 9.0 METERS (29.5 FT)
 CS2502'NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY.
 CS2502'THE MARK IS 1.5 M ABOVE THE GROUND.
 CS2502
 CS2502                          STATION RECOVERY (1997)
 CS2502
 CS2502'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0945 ***********************************************************************
 DN0945  DESIGNATION -  J 1486
 DN0945  PID         -  DN0945
 DN0945  STATE/COUNTY-  TX/MONTAGUE
 DN0945  USGS QUAD   -  BOWIE (1978)
 DN0945
 DN0945                         *CURRENT SURVEY CONTROL
 DN0945  ___________________________________________________________________
 DN0945* NAD 83(1993)-  33 34 16.48691(N)    097 52 23.73674(W)     ADJUSTED  
 DN0945* NAVD 88     -       325.024  (meters)    1066.35   (feet)  ADJUSTED  
 DN0945  ___________________________________________________________________
 DN0945  X           -    -728,739.124 (meters)                     COMP
 DN0945  Y           -  -5,269,803.916 (meters)                     COMP
 DN0945  Z           -   3,507,086.043 (meters)                     COMP
 DN0945  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 DN0945  ELLIP HEIGHT-         298.24  (meters)          (02/16/96) GPS OBS
 DN0945  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DN0945  DYNAMIC HT  -         324.665 (meters)    1065.17  (feet)  COMP
 DN0945  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 DN0945
 DN0945  HORZ ORDER  -  THIRD
 DN0945  VERT ORDER  -  FIRST     CLASS II
 DN0945  ELLP ORDER  -  FIFTH     CLASS I
 DN0945
 DN0945.The horizontal coordinates were established by GPS observations
 DN0945.and adjusted by the National Geodetic Survey in February 1996..
 DN0945
 DN0945.The orthometric height was determined by differential leveling
 DN0945.and adjusted by the National Geodetic Survey in June 1991..
 DN0945
 DN0945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN0945
 DN0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN0945
 DN0945.The ellipsoidal height was determined by GPS observations
 DN0945.and is referenced to NAD 83.
 DN0945
 DN0945.The geoid height was determined by GEOID03.
 DN0945
 DN0945.The dynamic height is computed by dividing the NAVD 88
 DN0945.geopotential number by the normal gravity value computed on the
 DN0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0945.degrees latitude (g = 980.6199 gals.).
 DN0945
 DN0945.The modeled gravity was interpolated from observed gravity values.
 DN0945
 DN0945;                    North         East     Units Scale Factor Converg.
 DN0945;SPC TXNC     - 2,211,375.861   658,185.131   MT  0.99991363   +0 20 30.6
 DN0945;SPC TXNC     - 7,255,155.64  2,159,395.72   sFT  0.99991363   +0 20 30.6
 DN0945;UTM  14      - 3,715,186.917   604,574.471   MT  0.99973482   +0 37 23.2
 DN0945
 DN0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN0945!SPC TXNC     -   0.99995318  x   0.99991363  =   0.99986682
 DN0945!UTM  14      -   0.99995318  x   0.99973482  =   0.99968801
 DN0945
 DN0945                          SUPERSEDED SURVEY CONTROL
 DN0945
 DN0945  NAD 83(1993)-  33 34 16.49061(N)    097 52 23.73210(W) AD(       ) 3
 DN0945  NAD 83(1986)-  33 34 16.49159(N)    097 52 23.72305(W) AD(       ) 3
 DN0945  NAD 27      -  33 34 16.11117(N)    097 52 22.59403(W) AD(       ) 3
 DN0945  NGVD 29 (12/08/88)  324.94   (m)         1066.1    (f) LEVELING    3  
 DN0945
 DN0945.Superseded values are not recommended for survey control.
 DN0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0945.See file dsdata.txt to determine how the superseded data were derived.
 DN0945
 DN0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC0457415187(NAD 83)
 DN0945_MARKER: I = METAL ROD
 DN0945_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN0945_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN0945_STAMPING: J 1486 1984
 DN0945_MARK LOGO: NGS   
 DN0945_PROJECTION: FLUSH
 DN0945_MAGNETIC: I = MARKER IS A STEEL ROD
 DN0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0945+STABILITY: POSITION/ELEVATION WELL
 DN0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0945+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 DN0945_ROD/PIPE-DEPTH: 8.9  meters
 DN0945_SLEEVE-DEPTH  : 8.6 meters
 DN0945
 DN0945  HISTORY     - Date     Condition        Report By
 DN0945  HISTORY     - 1984     MONUMENTED       NGS
 DN0945  HISTORY     - 1984     GOOD             NGS
 DN0945  HISTORY     - 1988     MARK NOT FOUND   NGS
 DN0945  HISTORY     - 19880225 GOOD             NGS
 DN0945  HISTORY     - 19961130 MARK NOT FOUND   USPSQD
 DN0945
 DN0945                          STATION DESCRIPTION
 DN0945
 DN0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0945'2.7 KM (1.7 MI) NW FROM BOWIE.
 DN0945'2.7 KM (1.7 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0945'FROM THE STATION IN BOWIE, 29.0 METERS (95.1 FT) NORTHEAST OF THE NEAR
 DN0945'RAIL, 26.9 METERS (88.3 FT) EAST OF A UTILITY POLE, 10.2 METERS
 DN0945'(33.5 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD, 0.8 METER (2.6 FT)
 DN0945'SOUTHWEST OF A FENCE AND 0.3 METER (1.0 FT) NORTHWEST OF A WITNESS
 DN0945'POST, AND 0.3 METER (1.0 FT) SOUTHEAST OF A WITNESS POST.  NOTE=ACCESS
 DN0945'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DN0945'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DN0945'THE MARK IS 1.0 M BELOW THE TRACKS.
 DN0945
 DN0945                          STATION RECOVERY (1984)
 DN0945
 DN0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0945'RECOVERED IN GOOD CONDITION.
 DN0945
 DN0945                          STATION RECOVERY (1988)
 DN0945
 DN0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DN0945'THE STATION WAS RECOVERED ON THIS DATE
 DN0945'AS DESCRIBED IN 1987.
 DN0945
 DN0945                          STATION RECOVERY (1988)
 DN0945
 DN0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DN0945'RECOVERED IN GOOD CONDITION.
 DN0945
 DN0945                          STATION RECOVERY (1996)
 DN0945
 DN0945'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0556 ***********************************************************************
 EM0556  FBN         -  This is a Federal Base Network Control Station.
 EM0556  DESIGNATION -  J 1487
 EM0556  PID         -  EM0556
 EM0556  STATE/COUNTY-  TX/HARDEMAN
 EM0556  USGS QUAD   -  CHILLICOTHE (1984)
 EM0556
 EM0556                         *CURRENT SURVEY CONTROL
 EM0556  ___________________________________________________________________
 EM0556* NAD 83(1993)-  34 15 26.16996(N)    099 34 26.57220(W)     ADJUSTED  
 EM0556* NAVD 88     -       435.064  (meters)    1427.37   (feet)  ADJUSTED  
 EM0556  ___________________________________________________________________
 EM0556  X           -    -877,778.853 (meters)                     COMP
 EM0556  Y           -  -5,204,074.340 (meters)                     COMP
 EM0556  Z           -   3,570,298.193 (meters)                     COMP
 EM0556  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EM0556  ELLIP HEIGHT-         406.54  (meters)          (05/01/00) GPS OBS
 EM0556  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EM0556  DYNAMIC HT  -         434.572 (meters)    1425.76  (feet)  COMP
 EM0556  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 EM0556
 EM0556  HORZ ORDER  -  B
 EM0556  VERT ORDER  -  FIRST     CLASS II
 EM0556  ELLP ORDER  -  THIRD     CLASS I
 EM0556
 EM0556.The horizontal coordinates were established by GPS observations
 EM0556.and adjusted by the National Geodetic Survey in May 1994..
 EM0556
 EM0556.The orthometric height was determined by differential leveling
 EM0556.and adjusted by the National Geodetic Survey in June 1991..
 EM0556
 EM0556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EM0556
 EM0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0556
 EM0556.The ellipsoidal height was determined by GPS observations
 EM0556.and is referenced to NAD 83.
 EM0556
 EM0556.The geoid height was determined by GEOID03.
 EM0556
 EM0556.The dynamic height is computed by dividing the NAVD 88
 EM0556.geopotential number by the normal gravity value computed on the
 EM0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0556.degrees latitude (g = 980.6199 gals.).
 EM0556
 EM0556.The modeled gravity was interpolated from observed gravity values.
 EM0556
 EM0556;                    North         East     Units Scale Factor Converg.
 EM0556;SPC TXNC     - 2,287,801.671   501,066.881   MT  1.00009402   -0 35 08.8
 EM0556;SPC TXNC     - 7,505,895.98  1,643,916.93   sFT  1.00009402   -0 35 08.8
 EM0556;UTM  14      - 3,790,831.141   447,147.951   MT  0.99963443   -0 19 23.3
 EM0556
 EM0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0556!SPC TXNC     -   0.99993619  x   1.00009402  =   1.00003020
 EM0556!UTM  14      -   0.99993619  x   0.99963443  =   0.99957064
 EM0556
 EM0556                          SUPERSEDED SURVEY CONTROL
 EM0556
 EM0556  ELLIP H (05/09/94)  406.54   (m)                       GP(       ) 4 2
 EM0556  NAVD 88 (05/09/94)  435.06   (m)         1427.4    (f) LEVELING    3  
 EM0556
 EM0556.Superseded values are not recommended for survey control.
 EM0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0556.See file dsdata.txt to determine how the superseded data were derived.
 EM0556
 EM0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC4714890831(NAD 83)
 EM0556_MARKER: F = FLANGE-ENCASED ROD
 EM0556_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0556_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EM0556_STAMPING: J 1487 1984
 EM0556_MARK LOGO: NGS   
 EM0556_PROJECTION: FLUSH
 EM0556_MAGNETIC: I = MARKER IS A STEEL ROD
 EM0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EM0556+STABILITY: POSITION/ELEVATION WELL
 EM0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EM0556+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1999
 EM0556_ROD/PIPE-DEPTH: 3.7  meters
 EM0556
 EM0556  HISTORY     - Date     Condition        Report By
 EM0556  HISTORY     - 1984     MONUMENTED       NGS
 EM0556  HISTORY     - 19930308 GOOD             NGS
 EM0556  HISTORY     - 19970828 GOOD             TXDOT
 EM0556  HISTORY     - 19980122 GOOD             NGS
 EM0556  HISTORY     - 19991118 GOOD             TXDOT
 EM0556  HISTORY     - 19991203 GOOD             NGS
 EM0556  HISTORY     - 20000404 GOOD             TXDOT
 EM0556
 EM0556                          STATION DESCRIPTION
 EM0556
 EM0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0556'5.7 KM (3.55 MI) WEST FROM CHILLICOTHE.
 EM0556'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EM0556'5.7 KM (3.55 MI) WESTERLY ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 EM0556'IN CHILLICOTHE, 22.0 M (72.2 FT) WEST OF THE CENTER OF A DIRT ROAD
 EM0556'LEADING NORTH, 17.4 M (57.1 FT) NORTH OF THE CENTERLINE OF THE WEST
 EM0556'BOUND LANES OF THE HIGHWAY, AND 9.0 M (29.5 FT) WEST OF THE CENTER OF
 EM0556'A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EM0556'LOGO CAP.
 EM0556'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EM0556
 EM0556                          STATION RECOVERY (1993)
 EM0556
 EM0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EM0556'STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) WEST OF CHILLICOTHE, ALONG
 EM0556'U.S. HIGHWAY 287, AT MILE 271.6, ON THE RIGHT-OF-WAY, AT AN ENTRANCE
 EM0556'TO A CULTIVATED FIELD, IN THE NORTHWEST ANGLE OF A ROAD JUNCTION.
 EM0556'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 EM0556'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM ROAD 91 IN
 EM0556'CHILLICOTHE, GO WESTERLY ON HIGHWAY 287 FOR 5.50 KM (3.40 MI) TO A
 EM0556'DIRT CROSSROAD AND THE STATION ON THE RIGHT.
 EM0556'STATION MARK IS A PUNCH HOLE TOP CENTER ON A DATUM POINT ON A STEEL
 EM0556'ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET FLUSH IN A CONCRETE POST
 EM0556'FLUSH WITH THE GROUND. IT IS AT THE SOUTHEAST CORNER OF THE
 EM0556'CULTIVATED FIELD, 7.0 M (23.0 FT) NORTH OF, AND SLIGHTLY LOWER THAN
 EM0556'THE CENTER OF THE WESTBOUND HIGHWAY LANES, 23.8 M (78.1 FT) WEST OF
 EM0556'THE DIRT ROAD CENTER, 2.6 M (8.5 FT) WEST OF THE WEST POST AT THE
 EM0556'FIELD ENTRANCE, AND 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS WITNESS POST
 EM0556'IN THE RIGHT-OF-WAY FENCE.
 EM0556
 EM0556                          STATION RECOVERY (1997)
 EM0556
 EM0556'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 EM0556'GOOD.
 EM0556
 EM0556                          STATION RECOVERY (1998)
 EM0556
 EM0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 EM0556'RECOVERED AS DESCRIBED WITH 2 NOTES.  BY R.G. HAYES  NOTE--THE DATUM
 EM0556'POINT IS A PUNCH MARK IN THE TOP CENTER OF A STAINLESS STEEL ROD CAP
 EM0556'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD RECESSED ABOUT 10-CM BELOW
 EM0556'THE GROUND SURFACE AND DRIVEN TO A DEPTH OF 3.7 M, (12.1 FT) ENCASED
 EM0556'IN A 5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY CONCRETE FLUSH
 EM0556'WITH THE GROUND SURFACE.  NOTE--THE PREVIOUS DESCRIPTIONS STATE
 EM0556'59-STAINLESS STEEL ROD IN SLEEVE, THIS IS INCORRECT.
 EM0556
 EM0556                          STATION RECOVERY (1999)
 EM0556
 EM0556'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (WEH)
 EM0556'GOOD CONDITION.
 EM0556
 EM0556                          STATION RECOVERY (1999)
 EM0556
 EM0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 EM0556'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) WEST OF CHILLICOTHE,
 EM0556'ALONG US HIGHWAY 287, AT MILE 271.6, ON THE RIGHT-OF-WAY, AT AN
 EM0556'ENTRANCE TO A CULTIVATED FIELD IN THE NORTHWEST ANGLE OF A ROAD
 EM0556'JUNCTION.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.  TO REACH
 EM0556'FROM THE JUNCTION OF US HIGHWAY 287 AND FARM ROAD 91 IN CHILLICOTHE,
 EM0556'GO WESTERLY ON HIGHWAY 287 FOR 5.50 KM (3.40 MI) TO A DIRT CROSSROAD
 EM0556'(HOLDEN/GRAMMER ROADS) AND THE STATION ON THE RIGHT.  STATION IS
 EM0556'RECESSED 4 CM BELOW GROUND, IN THE SOUTHEAST CORNER OF A CULTIVATED
 EM0556'FIELD, 16.98 M (55.71 FT) NORTH OF, AND SLIGHTLY LOWER THAN THE CENTER
 EM0556'OF THE WESTBOUND HIGHWAY LANES, 23.8 M (78.1 FT) WEST OF THE DIRT ROAD
 EM0556'CENTER, 2.6 M (8.5 FT) WEST OF THE WEST POST AT THE FIELD ENTRANCE,
 EM0556'AND 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS WITNESS POST IN THE
 EM0556'RIGHT-OF-WAY FENCE.
 EM0556
 EM0556                          STATION RECOVERY (2000)
 EM0556
 EM0556'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 EM0556'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1288 ***********************************************************************
 GL1288  DESIGNATION -  J 1488
 GL1288  PID         -  GL1288
 GL1288  STATE/COUNTY-  TX/DALLAM
 GL1288  USGS QUAD   -  BOLIN NE (1973)
 GL1288
 GL1288                         *CURRENT SURVEY CONTROL
 GL1288  ___________________________________________________________________
 GL1288* NAD 83(1986)-  36 08 21.     (N)    102 30 33.     (W)     SCALED    
 GL1288* NAVD 88     -      1229.530  (meters)    4033.88   (feet)  ADJUSTED  
 GL1288  ___________________________________________________________________
 GL1288  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 GL1288  DYNAMIC HT  -        1228.110 (meters)    4029.22  (feet)  COMP
 GL1288  MODELED GRAV-     979,435.1   (mgal)                       NAVD 88
 GL1288
 GL1288  VERT ORDER  -  FIRST     CLASS II
 GL1288
 GL1288.The horizontal coordinates were scaled from a topographic map and have
 GL1288.an estimated accuracy of +/- 6 seconds.
 GL1288
 GL1288.The orthometric height was determined by differential leveling
 GL1288.and adjusted by the National Geodetic Survey in June 1991..
 GL1288
 GL1288.The geoid height was determined by GEOID03.
 GL1288
 GL1288.The dynamic height is computed by dividing the NAVD 88
 GL1288.geopotential number by the normal gravity value computed on the
 GL1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1288.degrees latitude (g = 980.6199 gals.).
 GL1288
 GL1288.The modeled gravity was interpolated from observed gravity values.
 GL1288
 GL1288;                    North         East    Units  Estimated Accuracy
 GL1288;SPC TX N     - 1,237,780.      109,170.      MT  (+/- 180 meters Scaled)
 GL1288
 GL1288                          SUPERSEDED SURVEY CONTROL
 GL1288
 GL1288.No superseded survey control is available for this station.
 GL1288
 GL1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA241022(NAD 83)
 GL1288_MARKER: I = METAL ROD
 GL1288_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1288_SP_SET: STAINLESS STEEL ROD
 GL1288_STAMPING: J 1488 1985
 GL1288_MARK LOGO: NGS   
 GL1288_PROJECTION: FLUSH
 GL1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1288_ROD/PIPE-DEPTH: 3.1  meters
 GL1288
 GL1288  HISTORY     - Date     Condition        Report By
 GL1288  HISTORY     - 1985     MONUMENTED       NGS
 GL1288
 GL1288                          STATION DESCRIPTION
 GL1288
 GL1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1288'8.7 KM (5.4 MI) NORTH FROM DALHART.
 GL1288'8.7 KM (5.4 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1288'WITH U.S. HIGHWAY 54 IN DALHART, 23.5 M (77.1 FT) WEST OF THE
 GL1288'CENTERLINE OF THE HIGHWAY, 19.4 M (63.6 FT) SOUTH OF THE CENTER OF A
 GL1288'FIELD ROAD LEADING WEST, 9.9 M (32.5 FT) SOUTH OF A FENCE CORNER, AND
 GL1288'2.0 M (6.6 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT
 GL1288'IS HAD THROUGH A 5-INCH LOGO CAP.
 GL1288'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GL1288'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0570 ***********************************************************************
 EN0570  DESIGNATION -  J 1489
 EN0570  PID         -  EN0570
 EN0570  STATE/COUNTY-  TX/CHILDRESS
 EN0570  USGS QUAD   -  KIRKLAND SOUTH (1981)
 EN0570
 EN0570                         *CURRENT SURVEY CONTROL
 EN0570  ___________________________________________________________________
 EN0570* NAD 83(1986)-  34 22 07.     (N)    100 00 16.     (W)     SCALED    
 EN0570* NAVD 88     -       494.654  (meters)    1622.88   (feet)  ADJUSTED  
 EN0570  ___________________________________________________________________
 EN0570  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 EN0570  DYNAMIC HT  -         494.095 (meters)    1621.04  (feet)  COMP
 EN0570  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 EN0570
 EN0570  VERT ORDER  -  FIRST     CLASS II
 EN0570
 EN0570.The horizontal coordinates were scaled from a topographic map and have
 EN0570.an estimated accuracy of +/- 6 seconds.
 EN0570
 EN0570.The orthometric height was determined by differential leveling
 EN0570.and adjusted by the National Geodetic Survey in June 1991..
 EN0570
 EN0570.The geoid height was determined by GEOID03.
 EN0570
 EN0570.The dynamic height is computed by dividing the NAVD 88
 EN0570.geopotential number by the normal gravity value computed on the
 EN0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0570.degrees latitude (g = 980.6199 gals.).
 EN0570
 EN0570.The modeled gravity was interpolated from observed gravity values.
 EN0570
 EN0570;                    North         East    Units  Estimated Accuracy
 EN0570;SPC TX N     - 1,041,940.      337,570.      MT  (+/- 180 meters Scaled)
 EN0570
 EN0570                          SUPERSEDED SURVEY CONTROL
 EN0570
 EN0570.No superseded survey control is available for this station.
 EN0570
 EN0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD076034(NAD 83)
 EN0570_MARKER: I = METAL ROD
 EN0570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0570_SP_SET: STAINLESS STEEL ROD
 EN0570_STAMPING: J 1489 1984
 EN0570_MARK LOGO: NGS   
 EN0570_PROJECTION: FLUSH
 EN0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0570_ROD/PIPE-DEPTH: 4.3  meters
 EN0570
 EN0570  HISTORY     - Date     Condition        Report By
 EN0570  HISTORY     - 1984     MONUMENTED       NGS
 EN0570
 EN0570                          STATION DESCRIPTION
 EN0570
 EN0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0570'21.8 KM (13.55 MI) SE FROM CHILDRESS.
 EN0570'21.8 KM (13.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0570'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 1.6 KM (1.0 MI) SOUTHEAST
 EN0570'OF FARM ROAD 2875, 34.5 M (113.2 FT) EAST OF THE NORTHEAST CORNER OF A
 EN0570'BOX CULVERT, 23.0 M (75.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 EN0570'NORTHWEST BOUND LANES OF THE HIGHWAY, 12.0 M (39.4 FT) WEST OF THE
 EN0570'CENTER OF A GRAVELED ROAD LEADING NORTH, AND 1.0 M (3.3 FT) WEST OF A
 EN0570'UTILITY POLE AT A UTILITY LINE CROSSING OF THE HIGHWAY.  NOTE=ACCESS
 EN0570'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0570'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EN0570'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1210 ***********************************************************************
 CS1210  DESIGNATION -  J 149 RESET
 CS1210  PID         -  CS1210
 CS1210  STATE/COUNTY-  TX/DALLAS
 CS1210  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1210
 CS1210                         *CURRENT SURVEY CONTROL
 CS1210  ___________________________________________________________________
 CS1210* NAD 83(1986)-  32 51 19.     (N)    096 43 57.     (W)     SCALED    
 CS1210* NAVD 88     -       152.393  (meters)     499.98   (feet)  ADJUSTED  
 CS1210  ___________________________________________________________________
 CS1210  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CS1210  DYNAMIC HT  -         152.222 (meters)     499.42  (feet)  COMP
 CS1210  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 CS1210
 CS1210  VERT ORDER  -  FIRST     CLASS II
 CS1210
 CS1210.The horizontal coordinates were scaled from a topographic map and have
 CS1210.an estimated accuracy of +/- 6 seconds.
 CS1210
 CS1210.The orthometric height was determined by differential leveling
 CS1210.and adjusted by the National Geodetic Survey in June 1991..
 CS1210
 CS1210.The geoid height was determined by GEOID03.
 CS1210
 CS1210.The dynamic height is computed by dividing the NAVD 88
 CS1210.geopotential number by the normal gravity value computed on the
 CS1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1210.degrees latitude (g = 980.6199 gals.).
 CS1210
 CS1210.The modeled gravity was interpolated from observed gravity values.
 CS1210
 CS1210;                    North         East    Units  Estimated Accuracy
 CS1210;SPC TXNC     - 2,133,200.      765,420.      MT  (+/- 180 meters Scaled)
 CS1210
 CS1210                          SUPERSEDED SURVEY CONTROL
 CS1210
 CS1210  NGVD 29 (??/??/??)  152.45   (m)          500.2    (f) RESET       3  
 CS1210
 CS1210.Superseded values are not recommended for survey control.
 CS1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1210.See file dsdata.txt to determine how the superseded data were derived.
 CS1210
 CS1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB121375(NAD 83)
 CS1210_MARKER: DB = BENCH MARK DISK
 CS1210_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1210_SP_SET: BRIDGE ABUTMENT
 CS1210_STAMPING: J 149 RESET 1960
 CS1210_MARK LOGO: CGS   
 CS1210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS1210+STABILITY: POSITION/ELEVATION WELL
 CS1210
 CS1210  HISTORY     - Date     Condition        Report By
 CS1210  HISTORY     - 1960     MONUMENTED       CGS
 CS1210  HISTORY     - 1984     GOOD             USPSQD
 CS1210  HISTORY     - 1986     GOOD             NGS
 CS1210  HISTORY     - 1987     GOOD             USPSQD
 CS1210  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1210
 CS1210                          STATION DESCRIPTION
 CS1210
 CS1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CS1210'IN DALLAS.
 CS1210'THIS MARK IS ABOUT 7 MILES NORTHEAST OF THE DALLAS COUNTY COURT HOUSE,
 CS1210'IN DALLAS, AT THE INTERSECTION OF NORTHWEST HIGHWAY, LOOP 12, AND THE
 CS1210'M.K.T.R.R., IN THE TOP OF THE NORTHEND OF THE RAILROAD OVERPASS, ABOUT
 CS1210'12 FEET SOUTH FROM THE NORTH END OF THE EAST GUARD RAIL ABOVE THE EAST
 CS1210'END OF THE NORTH WALL.  IT IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CS1210'RAILS, AND IS ON THE SOUTH SIDE OF LOOP 12.  A STANDARD DISK STAMPED J
 CS1210'149 RESET 1960 SET IN THE MAIN BRIDGE STRUCTURE.
 CS1210
 CS1210                          STATION RECOVERY (1984)
 CS1210
 CS1210'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWT)
 CS1210'RECOVERED IN GOOD CONDITION.
 CS1210
 CS1210                          STATION RECOVERY (1986)
 CS1210
 CS1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1210'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DALLAS,
 CS1210'AT THE INTERSECTION OF NORTHWEST HIGHWAY (SPUR 244) AND THE MISSOURI
 CS1210'KANSAS TEXAS RAILROAD, IN THE EAST END OF THE NORTH CONCRETE ABUTMENT
 CS1210'OF THE RAILROAD OVERPASS OF THE HIGHWAY, 19.5 M (64.0 FT) NORTH OF THE
 CS1210'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 4.3 M (14.1 FT)
 CS1210'SOUTH OF THE NORTH END OF THE ABUTMENT, 2.2 M (7.2 FT) EAST OF THE
 CS1210'NEAR RAIL, AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE ABUTMENT.
 CS1210'THE MARK IS 0.3 M BELOW THE TRACKS.
 CS1210
 CS1210                          STATION RECOVERY (1987)
 CS1210
 CS1210'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1210'RECOVERED IN GOOD CONDITION.
 CS1210
 CS1210                          STATION RECOVERY (1999)
 CS1210
 CS1210'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1563 ***********************************************************************
 FL1563  DESIGNATION -  J 1490
 FL1563  PID         -  FL1563
 FL1563  STATE/COUNTY-  TX/DONLEY
 FL1563  USGS QUAD   -  ROACH RANCH (1978)
 FL1563
 FL1563                         *CURRENT SURVEY CONTROL
 FL1563  ___________________________________________________________________
 FL1563* NAD 83(1986)-  35 02 03.     (N)    100 53 36.     (W)     SCALED    
 FL1563* NAVD 88     -       838.121  (meters)    2749.74   (feet)  ADJUSTED  
 FL1563  ___________________________________________________________________
 FL1563  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FL1563  DYNAMIC HT  -         837.164 (meters)    2746.60  (feet)  COMP
 FL1563  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 FL1563
 FL1563  VERT ORDER  -  FIRST     CLASS II
 FL1563
 FL1563.The horizontal coordinates were scaled from a topographic map and have
 FL1563.an estimated accuracy of +/- 6 seconds.
 FL1563
 FL1563.The orthometric height was determined by differential leveling
 FL1563.and adjusted by the National Geodetic Survey in June 1991..
 FL1563
 FL1563.The geoid height was determined by GEOID03.
 FL1563
 FL1563.The dynamic height is computed by dividing the NAVD 88
 FL1563.geopotential number by the normal gravity value computed on the
 FL1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1563.degrees latitude (g = 980.6199 gals.).
 FL1563
 FL1563.The modeled gravity was interpolated from observed gravity values.
 FL1563
 FL1563;                    North         East    Units  Estimated Accuracy
 FL1563;SPC TX N     - 1,114,900.      255,350.      MT  (+/- 180 meters Scaled)
 FL1563
 FL1563                          SUPERSEDED SURVEY CONTROL
 FL1563
 FL1563.No superseded survey control is available for this station.
 FL1563
 FL1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD272784(NAD 83)
 FL1563_MARKER: I = METAL ROD
 FL1563_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1563_SP_SET: STAINLESS STEEL ROD
 FL1563_STAMPING: J 1490 1984
 FL1563_MARK LOGO: NGS   
 FL1563_PROJECTION: FLUSH
 FL1563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1563_ROD/PIPE-DEPTH: 13.8 meters
 FL1563
 FL1563  HISTORY     - Date     Condition        Report By
 FL1563  HISTORY     - 1984     MONUMENTED       NGS
 FL1563
 FL1563                          STATION DESCRIPTION
 FL1563
 FL1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1563'10.3 KM (6.4 MI) NORTH FROM CLARENDON.
 FL1563'10.3 KM (6.4 MI) NORTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1563'WITH U.S. HIGHWAY 287 AT THE WEST EDGE OF CLARENDON, 18.1 M (59.4 FT)
 FL1563'WEST OF THE CENTERLINE OF THE HIGHWAY, 7.9 M (25.9 FT) NORTH OF THE
 FL1563'CENTER OF A FENCE CORNER, AND 2.0 M (6.6 FT) NORTH OF A UTILITY POLE.
 FL1563'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1563'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FL1563'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1597 ***********************************************************************
 FL1597  DESIGNATION -  J 1491
 FL1597  PID         -  FL1597
 FL1597  STATE/COUNTY-  TX/CARSON
 FL1597  USGS QUAD   -  CONWAY (1983)
 FL1597
 FL1597                         *CURRENT SURVEY CONTROL
 FL1597  ___________________________________________________________________
 FL1597* NAD 83(1986)-  35 12 28.     (N)    101 28 16.     (W)     SCALED    
 FL1597* NAVD 88     -      1059.942  (meters)    3477.49   (feet)  ADJUSTED  
 FL1597  ___________________________________________________________________
 FL1597  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 FL1597  DYNAMIC HT  -        1058.686 (meters)    3473.37  (feet)  COMP
 FL1597  MODELED GRAV-     979,412.3   (mgal)                       NAVD 88
 FL1597
 FL1597  VERT ORDER  -  FIRST     CLASS II
 FL1597
 FL1597.The horizontal coordinates were scaled from a topographic map and have
 FL1597.an estimated accuracy of +/- 6 seconds.
 FL1597
 FL1597.The orthometric height was determined by differential leveling
 FL1597.and adjusted by the National Geodetic Survey in June 1991..
 FL1597
 FL1597.The geoid height was determined by GEOID03.
 FL1597
 FL1597.The dynamic height is computed by dividing the NAVD 88
 FL1597.geopotential number by the normal gravity value computed on the
 FL1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1597.degrees latitude (g = 980.6199 gals.).
 FL1597
 FL1597.The modeled gravity was interpolated from observed gravity values.
 FL1597
 FL1597;                    North         East    Units  Estimated Accuracy
 FL1597;SPC TX N     - 1,133,990.      202,630.      MT  (+/- 180 meters Scaled)
 FL1597
 FL1597                          SUPERSEDED SURVEY CONTROL
 FL1597
 FL1597.No superseded survey control is available for this station.
 FL1597
 FL1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD750988(NAD 83)
 FL1597_MARKER: I = METAL ROD
 FL1597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1597_SP_SET: STAINLESS STEEL ROD
 FL1597_STAMPING: J 1491 1984
 FL1597_MARK LOGO: NGS   
 FL1597_PROJECTION: FLUSH
 FL1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1597_ROD/PIPE-DEPTH: 4.9  meters
 FL1597
 FL1597  HISTORY     - Date     Condition        Report By
 FL1597  HISTORY     - 1984     MONUMENTED       NGS
 FL1597
 FL1597                          STATION DESCRIPTION
 FL1597
 FL1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1597'34.4 KM (21.35 MI) EAST FROM AMARILLO.
 FL1597'21.5 KM (13.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FL1597'JUNCTION WITH INTERSTATE HIGHWAY 27 IN AMARILLO, THENCE 12.9 KM (8.0
 FL1597'MI) EASTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 26.1
 FL1597'M (85.6 FT) SOUTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 66, 9.0 M
 FL1597'(29.5 FT) NORTH OF THE NEAR RAIL, 8.9 M (29.2 FT) EAST OF THE CENTER
 FL1597'OF A PRIVATE DRIVEWAY LEADING SOUTH, AND 1.2 M (3.9 FT) EAST OF A
 FL1597'UTILITY POLE AND UTILITY LINE CROSSING.  NOTE=ACCESS TO THE DATUM
 FL1597'POINT IS THROUGH A 5-ICH LOGO CAP.
 FL1597'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 FL1597'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0828 ***********************************************************************
 FM0828  DESIGNATION -  J 1492
 FM0828  PID         -  FM0828
 FM0828  STATE/COUNTY-  TX/OLDHAM
 FM0828  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0828
 FM0828                         *CURRENT SURVEY CONTROL
 FM0828  ___________________________________________________________________
 FM0828* NAD 83(1986)-  35 30 58.     (N)    102 15 34.     (W)     SCALED    
 FM0828* NAVD 88     -       977.552  (meters)    3207.19   (feet)  ADJUSTED  
 FM0828  ___________________________________________________________________
 FM0828  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 FM0828  DYNAMIC HT  -         976.415 (meters)    3203.45  (feet)  COMP
 FM0828  MODELED GRAV-     979,437.7   (mgal)                       NAVD 88
 FM0828
 FM0828  VERT ORDER  -  FIRST     CLASS II
 FM0828
 FM0828.The horizontal coordinates were scaled from a topographic map and have
 FM0828.an estimated accuracy of +/- 6 seconds.
 FM0828
 FM0828.The orthometric height was determined by differential leveling
 FM0828.and adjusted by the National Geodetic Survey in June 1991..
 FM0828
 FM0828.The geoid height was determined by GEOID03.
 FM0828
 FM0828.The dynamic height is computed by dividing the NAVD 88
 FM0828.geopotential number by the normal gravity value computed on the
 FM0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0828.degrees latitude (g = 980.6199 gals.).
 FM0828
 FM0828.The modeled gravity was interpolated from observed gravity values.
 FM0828
 FM0828;                    North         East    Units  Estimated Accuracy
 FM0828;SPC TX N     - 1,168,460.      131,120.      MT  (+/- 180 meters Scaled)
 FM0828
 FM0828                          SUPERSEDED SURVEY CONTROL
 FM0828
 FM0828.No superseded survey control is available for this station.
 FM0828
 FM0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV485337(NAD 83)
 FM0828_MARKER: I = METAL ROD
 FM0828_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0828_SP_SET: STAINLESS STEEL ROD
 FM0828_STAMPING: J 1492 1985
 FM0828_MARK LOGO: NGS   
 FM0828_PROJECTION: FLUSH
 FM0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0828+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 FM0828_ROD/PIPE-DEPTH: 6.7  meters
 FM0828
 FM0828  HISTORY     - Date     Condition        Report By
 FM0828  HISTORY     - 1985     MONUMENTED       NGS
 FM0828  HISTORY     - 20020817 GOOD             INDIV
 FM0828
 FM0828                          STATION DESCRIPTION
 FM0828
 FM0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0828'55.5 KM (34.5 MI) NW FROM AMARILLO.
 FM0828'54.0 KM (33.5 FT) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0828'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, THENCE 1.5 KM (0.95 MI)
 FM0828'NORTHERLY ALONG U.S. HIGHWAY 385, 0.2 KM (0.1 MI) NORTH OF A BRIDGE
 FM0828'OVER THE RAILROAD, 72.5 M (237.9 FT) EAST OF THE CENTERLINE OF THE
 FM0828'HIGHWAY, 30.6 M (130.0 FT) SOUTH OF A FENCE CORNER, 31.3 M (102.1 FT)
 FM0828'NORTHEAST OF THE NORTHEAST CORNER OF THE CANADIAN RIVER SHOP, 28.6 M
 FM0828'(93.8 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD, AND 1.8 M (5.9 FT)
 FM0828'NORTHEAST OF A UTILITY POLE WITH A TRANSFORMER.  NOTE--ACCESS TO DATUM
 FM0828'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0828'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FM0828'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FM0828
 FM0828                          STATION RECOVERY (2002)
 FM0828
 FM0828'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RGG)
 FM0828'CANADIAN RIVER SHOP IN NO LONGER STANDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0803 ***********************************************************************
 FM0803  DESIGNATION -  J 1493
 FM0803  PID         -  FM0803
 FM0803  STATE/COUNTY-  TX/POTTER
 FM0803  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0803
 FM0803                         *CURRENT SURVEY CONTROL
 FM0803  ___________________________________________________________________
 FM0803* NAD 83(1986)-  35 16 14.     (N)    102 01 42.     (W)     SCALED    
 FM0803* NAVD 88     -      1068.295  (meters)    3504.90   (feet)  ADJUSTED  
 FM0803  ___________________________________________________________________
 FM0803  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 FM0803  DYNAMIC HT  -        1067.025 (meters)    3500.73  (feet)  COMP
 FM0803  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 FM0803
 FM0803  VERT ORDER  -  FIRST     CLASS II
 FM0803
 FM0803.The horizontal coordinates were scaled from a topographic map and have
 FM0803.an estimated accuracy of +/- 6 seconds.
 FM0803
 FM0803.The orthometric height was determined by differential leveling
 FM0803.and adjusted by the National Geodetic Survey in June 1991..
 FM0803
 FM0803.The geoid height was determined by GEOID03.
 FM0803
 FM0803.The dynamic height is computed by dividing the NAVD 88
 FM0803.geopotential number by the normal gravity value computed on the
 FM0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0803.degrees latitude (g = 980.6199 gals.).
 FM0803
 FM0803.The modeled gravity was interpolated from observed gravity values.
 FM0803
 FM0803;                    North         East    Units  Estimated Accuracy
 FM0803;SPC TX N     - 1,141,080.      151,930.      MT  (+/- 180 meters Scaled)
 FM0803
 FM0803                          SUPERSEDED SURVEY CONTROL
 FM0803
 FM0803.No superseded survey control is available for this station.
 FM0803
 FM0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV703070(NAD 83)
 FM0803_MARKER: I = METAL ROD
 FM0803_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0803_SP_SET: STAINLESS STEEL ROD
 FM0803_STAMPING: J 1493 1985
 FM0803_MARK LOGO: NGS   
 FM0803_PROJECTION: FLUSH
 FM0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0803_ROD/PIPE-DEPTH: 5.2  meters
 FM0803
 FM0803  HISTORY     - Date     Condition        Report By
 FM0803  HISTORY     - 1985     MONUMENTED       NGS
 FM0803
 FM0803                          STATION DESCRIPTION
 FM0803
 FM0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0803'14.3 KM (8.9 MI) NW FROM AMARILLO.
 FM0803'14.3 KM (8.9 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION
 FM0803'WITH U.S. HIGHWAY 66 IN AMARILLO, 1.9 KM (1.2 MI) SOUTHEAST OF THE
 FM0803'INTERSECTION OF RANCH ROAD 2381, 72.5 M (238.0 FT) NORTHWEST OF THE
 FM0803'NORTHWEST CORNER OF CULVERT, 27.9 M (91.5 FT) SOUTHWEST OF THE WEST
 FM0803'ONE OF TWO POWER POLES, 18.0 M (59.1 FT) NORTHEAST OF THE CENTERLINE
 FM0803'OF THE ROAD, A 4.8 M (15.7 FT) SOUTHEAST OF THE CENTER OF A WIRE GATE
 FM0803'AND FIELD ENTRANCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FM0803'5-INCH LOGO CAP.
 FM0803'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0803'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0835 ***********************************************************************
 FM0835  DESIGNATION -  J 1494
 FM0835  PID         -  FM0835
 FM0835  STATE/COUNTY-  TX/OLDHAM
 FM0835  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0835
 FM0835                         *CURRENT SURVEY CONTROL
 FM0835  ___________________________________________________________________
 FM0835* NAD 83(1986)-  35 36 26.     (N)    102 17 51.     (W)     SCALED    
 FM0835* NAVD 88     -      1069.089  (meters)    3507.50   (feet)  ADJUSTED  
 FM0835  ___________________________________________________________________
 FM0835  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 FM0835  DYNAMIC HT  -        1067.841 (meters)    3503.41  (feet)  COMP
 FM0835  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 FM0835
 FM0835  VERT ORDER  -  FIRST     CLASS II
 FM0835
 FM0835.The horizontal coordinates were scaled from a topographic map and have
 FM0835.an estimated accuracy of +/- 6 seconds.
 FM0835
 FM0835.The orthometric height was determined by differential leveling
 FM0835.and adjusted by the National Geodetic Survey in June 1991..
 FM0835
 FM0835.The geoid height was determined by GEOID03.
 FM0835
 FM0835.The dynamic height is computed by dividing the NAVD 88
 FM0835.geopotential number by the normal gravity value computed on the
 FM0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0835.degrees latitude (g = 980.6199 gals.).
 FM0835
 FM0835.The modeled gravity was interpolated from observed gravity values.
 FM0835
 FM0835;                    North         East    Units  Estimated Accuracy
 FM0835;SPC TX N     - 1,178,590.      127,750.      MT  (+/- 180 meters Scaled)
 FM0835
 FM0835                          SUPERSEDED SURVEY CONTROL
 FM0835
 FM0835.No superseded survey control is available for this station.
 FM0835
 FM0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV448437(NAD 83)
 FM0835_MARKER: I = METAL ROD
 FM0835_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0835_SP_SET: STAINLESS STEEL ROD
 FM0835_STAMPING: J 1494 1985
 FM0835_MARK LOGO: NGS   
 FM0835_PROJECTION: FLUSH
 FM0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0835_ROD/PIPE-DEPTH: 7.9  meters
 FM0835
 FM0835  HISTORY     - Date     Condition        Report By
 FM0835  HISTORY     - 1985     MONUMENTED       NGS
 FM0835
 FM0835                          STATION DESCRIPTION
 FM0835
 FM0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0835'56.8 KM (35.3 MI) SOUTH FROM DALHART.
 FM0835'56.8 KM (35.3 MI) SOUTH ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION WITH
 FM0835'U.S. HIGHWAY 54 IN DALHART, AND 23.2 M (76.1 FT) NORTHEAST OF THE
 FM0835'CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 FM0835'A 5-INCH LOGO CAP.
 FM0835'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0835'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0984 ***********************************************************************
 DN0984  DESIGNATION -  J 1495
 DN0984  PID         -  DN0984
 DN0984  STATE/COUNTY-  TX/GRAYSON
 DN0984  USGS QUAD   -  AMBROSE (1984)
 DN0984
 DN0984                         *CURRENT SURVEY CONTROL
 DN0984  ___________________________________________________________________
 DN0984* NAD 83(1986)-  33 39 11.     (N)    096 26 19.     (W)     SCALED    
 DN0984* NAVD 88     -       192.872  (meters)     632.78   (feet)  ADJUSTED  
 DN0984  ___________________________________________________________________
 DN0984  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DN0984  DYNAMIC HT  -         192.666 (meters)     632.11  (feet)  COMP
 DN0984  MODELED GRAV-     979,565.0   (mgal)                       NAVD 88
 DN0984
 DN0984  VERT ORDER  -  FIRST     CLASS II
 DN0984
 DN0984.The horizontal coordinates were scaled from a topographic map and have
 DN0984.an estimated accuracy of +/- 6 seconds.
 DN0984
 DN0984.The orthometric height was determined by differential leveling
 DN0984.and adjusted by the National Geodetic Survey in June 1991..
 DN0984
 DN0984.The geoid height was determined by GEOID03.
 DN0984
 DN0984.The dynamic height is computed by dividing the NAVD 88
 DN0984.geopotential number by the normal gravity value computed on the
 DN0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0984.degrees latitude (g = 980.6199 gals.).
 DN0984
 DN0984.The modeled gravity was interpolated from observed gravity values.
 DN0984
 DN0984;                    North         East    Units  Estimated Accuracy
 DN0984;SPC TXNC     - 2,222,150.      791,190.      MT  (+/- 180 meters Scaled)
 DN0984
 DN0984                          SUPERSEDED SURVEY CONTROL
 DN0984
 DN0984.No superseded survey control is available for this station.
 DN0984
 DN0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC375266(NAD 83)
 DN0984_MARKER: I = METAL ROD
 DN0984_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN0984_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN0984_STAMPING: J 1495 1986
 DN0984_MARK LOGO: NGS   
 DN0984_PROJECTION: FLUSH
 DN0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0984+STABILITY: POSITION/ELEVATION WELL
 DN0984_ROD/PIPE-DEPTH: 20.7 meters
 DN0984
 DN0984  HISTORY     - Date     Condition        Report By
 DN0984  HISTORY     - 1986     MONUMENTED       NGS
 DN0984  HISTORY     - 20060520 GOOD             USPSQD
 DN0984
 DN0984                          STATION DESCRIPTION
 DN0984
 DN0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0984'15.8 KM (9.8 MI) SE FROM DENISON.
 DN0984'15.8 KM (9.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION
 DN0984'WITH FARM ROAD 120 IN DENISON, 57.3 M (188.0 FT) NORTHWEST OF THE
 DN0984'CENTER OF A FIELD ENTRANCE, 13.7 M (44.9 FT) NORTHEAST OF THE
 DN0984'CENTERLINE OF THE HIGHWAY, AND 6.2 M (20.3 FT) SOUTHEAST OF THE
 DN0984'SOUTHEAST 1 OF 2 IRON PIPE FENCE BRACE POSTS.  NOTE--ACCESS TO DATUM
 DN0984'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0984'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 DN0984'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN0984
 DN0984                          STATION RECOVERY (2006)
 DN0984
 DN0984'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBM)
 DN0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2547 ***********************************************************************
 CS2547  DESIGNATION -  J 1496
 CS2547  PID         -  CS2547
 CS2547  STATE/COUNTY-  TX/DALLAS
 CS2547  USGS QUAD   -  IRVING (1981)
 CS2547
 CS2547                         *CURRENT SURVEY CONTROL
 CS2547  ___________________________________________________________________
 CS2547* NAD 83(1986)-  32 45 00.     (N)    096 55 53.     (W)     SCALED    
 CS2547* NAVD 88     -       130.369  (meters)     427.72   (feet)  ADJUSTED  
 CS2547  ___________________________________________________________________
 CS2547  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 CS2547  DYNAMIC HT  -         130.219 (meters)     427.23  (feet)  COMP
 CS2547  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CS2547
 CS2547  VERT ORDER  -  FIRST     CLASS II
 CS2547
 CS2547.The horizontal coordinates were scaled from a topographic map and have
 CS2547.an estimated accuracy of +/- 6 seconds.
 CS2547
 CS2547.The orthometric height was determined by differential leveling
 CS2547.and adjusted by the National Geodetic Survey in June 1991..
 CS2547
 CS2547.The geoid height was determined by GEOID03.
 CS2547
 CS2547.The dynamic height is computed by dividing the NAVD 88
 CS2547.geopotential number by the normal gravity value computed on the
 CS2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2547.degrees latitude (g = 980.6199 gals.).
 CS2547
 CS2547.The modeled gravity was interpolated from observed gravity values.
 CS2547
 CS2547;                    North         East    Units  Estimated Accuracy
 CS2547;SPC TXNC     - 2,121,230.      746,980.      MT  (+/- 180 meters Scaled)
 CS2547
 CS2547                          SUPERSEDED SURVEY CONTROL
 CS2547
 CS2547.No superseded survey control is available for this station.
 CS2547
 CS2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB938254(NAD 83)
 CS2547_MARKER: I = METAL ROD
 CS2547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2547_SP_SET: STAINLESS STEEL ROD
 CS2547_STAMPING: J 1496 1986
 CS2547_MARK LOGO: NGS   
 CS2547_PROJECTION: FLUSH
 CS2547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2547_ROD/PIPE-DEPTH: 7.3  meters
 CS2547
 CS2547  HISTORY     - Date     Condition        Report By
 CS2547  HISTORY     - 1986     MONUMENTED       NGS
 CS2547  HISTORY     - 20030414 GOOD             TX1730
 CS2547
 CS2547                          STATION DESCRIPTION
 CS2547
 CS2547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2547'8.1 KM (5.05 MI) EAST FROM GRAND PRAIRIE.
 CS2547'8.1 KM (5.05 MI) EASTERLY ALONG MAIN STREET (U.S. HIGHWAY 80) FROM ITS
 CS2547'JUNCTION WITH CARRIER PARKWAY IN GRAND PARIRIE, 69.5 M (228.O FT)
 CS2547'NORTHWEST OF THE NORTHWEST CORNER OF A HIGHWAY BRIDGE, 48.2 M (158.1
 CS2547'FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CS2547'44.8 M (147.0 FT) EAST OF THE CENTER OF AN ENTRANCE ROAD LEADING NORTH
 CS2547'TO THE YELLOW BELLY RACE TRACK, 11.0 M (36.1 FT) NORTH OF THE CENTER
 CS2547'OF A FRONTAGE ROAD, AND 0.6 M (2.0 FT) WEST OF A UTILITY POLE.
 CS2547'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2547'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CS2547'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 CS2547
 CS2547                          STATION RECOVERY (2003)
 CS2547
 CS2547'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS2547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0998 ***********************************************************************
 DN0998  DESIGNATION -  J 1497
 DN0998  PID         -  DN0998
 DN0998  STATE/COUNTY-  TX/FANNIN
 DN0998  USGS QUAD   -  TRENTON (1964)
 DN0998
 DN0998                         *CURRENT SURVEY CONTROL
 DN0998  ___________________________________________________________________
 DN0998* NAD 83(1986)-  33 24 28.     (N)    096 17 35.     (W)     SCALED    
 DN0998* NAVD 88     -       223.603  (meters)     733.60   (feet)  ADJUSTED  
 DN0998  ___________________________________________________________________
 DN0998  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 DN0998  DYNAMIC HT  -         223.363 (meters)     732.82  (feet)  COMP
 DN0998  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 DN0998
 DN0998  VERT ORDER  -  FIRST     CLASS II
 DN0998
 DN0998.The horizontal coordinates were scaled from a topographic map and have
 DN0998.an estimated accuracy of +/- 6 seconds.
 DN0998
 DN0998.The orthometric height was determined by differential leveling
 DN0998.and adjusted by the National Geodetic Survey in June 1991..
 DN0998
 DN0998.The geoid height was determined by GEOID03.
 DN0998
 DN0998.The dynamic height is computed by dividing the NAVD 88
 DN0998.geopotential number by the normal gravity value computed on the
 DN0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0998.degrees latitude (g = 980.6199 gals.).
 DN0998
 DN0998.The modeled gravity was interpolated from observed gravity values.
 DN0998
 DN0998;                    North         East    Units  Estimated Accuracy
 DN0998;SPC TXNC     - 2,195,230.      805,260.      MT  (+/- 180 meters Scaled)
 DN0998
 DN0998                          SUPERSEDED SURVEY CONTROL
 DN0998
 DN0998.No superseded survey control is available for this station.
 DN0998
 DN0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB517997(NAD 83)
 DN0998_MARKER: I = METAL ROD
 DN0998_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0998+WITH SETTING: INFORMATION.
 DN0998_SP_SET: SHALLOW-SET METAL ROD
 DN0998_STAMPING: J 1497 1986
 DN0998_MARK LOGO: NGS   
 DN0998_PROJECTION: FLUSH
 DN0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0998+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 DN0998_ROD/PIPE-DEPTH: 1.9  meters
 DN0998
 DN0998  HISTORY     - Date     Condition        Report By
 DN0998  HISTORY     - 1986     MONUMENTED       NGS
 DN0998  HISTORY     - 19940405 GOOD             USPSQD
 DN0998  HISTORY     - 20021007 GOOD             INDIV
 DN0998
 DN0998                          STATION DESCRIPTION
 DN0998
 DN0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0998'37.8 KM (23.5 MI) NW FROM GREENVILLE.
 DN0998'37.8 KM (23.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE
 DN0998'COURTHOUSE IN GREENVILLE, 60.0 M (196.8 FT) SOUTHWEST OF THE
 DN0998'CENTERLINE OF THE HIGHWAY, 17.0 M (55.8 FT) SOUTHWEST OF THE NEAR RAIL
 DN0998'OF THE MISSOURI KANSAS TEXAS RAILROAD, 15.8 M (51.8 FT) EAST OF THE
 DN0998'CENTERLINE OF FARM ROAD 981, AND 1.1 M (3.6 FT) NORTH OF A UTILITY
 DN0998'POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH
 DN0998'LOGO CAP.
 DN0998'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 DN0998'THE MARK IS 1.0 M BELOW THE ROAD.
 DN0998
 DN0998                          STATION RECOVERY (1994)
 DN0998
 DN0998'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0998'RECOVERED IN GOOD CONDITION.
 DN0998
 DN0998                          STATION RECOVERY (2002)
 DN0998
 DN0998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN0998'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1986 NGS SURVEY.
 DN0998'AVERAGED LOCATION AND CORRECTED COORDINATES ARE (N 33 24.480 - W 096
 DN0998'17.592) DAWGIES OF GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2507 ***********************************************************************
 CS2507  DESIGNATION -  J 1498
 CS2507  PID         -  CS2507
 CS2507  STATE/COUNTY-  TX/ROCKWALL
 CS2507  USGS QUAD   -  ROCKWALL (1973)
 CS2507
 CS2507                         *CURRENT SURVEY CONTROL
 CS2507  ___________________________________________________________________
 CS2507* NAD 83(1986)-  32 56 11.     (N)    096 24 02.     (W)     SCALED    
 CS2507* NAVD 88     -       186.481  (meters)     611.81   (feet)  ADJUSTED  
 CS2507  ___________________________________________________________________
 CS2507  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS2507  DYNAMIC HT  -         186.278 (meters)     611.15  (feet)  COMP
 CS2507  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 CS2507
 CS2507  VERT ORDER  -  FIRST     CLASS II
 CS2507
 CS2507.The horizontal coordinates were scaled from a topographic map and have
 CS2507.an estimated accuracy of +/- 6 seconds.
 CS2507
 CS2507.The orthometric height was determined by differential leveling
 CS2507.and adjusted by the National Geodetic Survey in June 1991..
 CS2507
 CS2507.The geoid height was determined by GEOID03.
 CS2507
 CS2507.The dynamic height is computed by dividing the NAVD 88
 CS2507.geopotential number by the normal gravity value computed on the
 CS2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2507.degrees latitude (g = 980.6199 gals.).
 CS2507
 CS2507.The modeled gravity was interpolated from observed gravity values.
 CS2507
 CS2507;                    North         East    Units  Estimated Accuracy
 CS2507;SPC TXNC     - 2,142,760.      796,300.      MT  (+/- 180 meters Scaled)
 CS2507
 CS2507                          SUPERSEDED SURVEY CONTROL
 CS2507
 CS2507.No superseded survey control is available for this station.
 CS2507
 CS2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB430472(NAD 83)
 CS2507_MARKER: I = METAL ROD
 CS2507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2507_SP_SET: STAINLESS STEEL ROD
 CS2507_STAMPING: J 1498 1986
 CS2507_MARK LOGO: NGS   
 CS2507_PROJECTION: FLUSH
 CS2507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2507+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS2507_ROD/PIPE-DEPTH: 4.9  meters
 CS2507
 CS2507  HISTORY     - Date     Condition        Report By
 CS2507  HISTORY     - 1986     MONUMENTED       NGS
 CS2507  HISTORY     - 20051031 GOOD             BOHAN
 CS2507
 CS2507                          STATION DESCRIPTION
 CS2507
 CS2507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2507'6.0 KM (3.7 MI) NE FROM ROCKWALL.
 CS2507'6.0 KM (3.75 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS
 CS2507'JUNCTION WITH STATE HIGHWAY 205 IN ROCKWALL, 22.7 M (74.5 FT) EAST OF
 CS2507'THE CENTER OF CHELLIE SPELCE AVENUE, 7.9 M (25.9 FT) NORTH OF THE
 CS2507'CENTERLINE OF THE HIGHWAY, AND 1.7 M (5.6 FT) WEST OF THE WEST FACE OF
 CS2507'THE CONCRETE BASE OF A HIGHLINE TOWER.  NOTE--ACCESS TO DATUM POINT IS
 CS2507'HAD THROUGH A 5-INCH LOGO CAP.
 CS2507'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 CS2507'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CS2507
 CS2507                          STATION RECOVERY (2005)
 CS2507
 CS2507'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS2507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2568 ***********************************************************************
 CS2568  DESIGNATION -  J 1499
 CS2568  PID         -  CS2568
 CS2568  STATE/COUNTY-  TX/TARRANT
 CS2568  USGS QUAD   -  FORT WORTH (1981)
 CS2568
 CS2568                         *CURRENT SURVEY CONTROL
 CS2568  ___________________________________________________________________
 CS2568* NAD 83(1986)-  32 44 37.     (N)    097 17 45.     (W)     SCALED    
 CS2568* NAVD 88     -       166.599  (meters)     546.58   (feet)  ADJUSTED  
 CS2568  ___________________________________________________________________
 CS2568  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CS2568  DYNAMIC HT  -         166.404 (meters)     545.94  (feet)  COMP
 CS2568  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 CS2568
 CS2568  VERT ORDER  -  FIRST     CLASS II
 CS2568
 CS2568.The horizontal coordinates were scaled from a topographic map and have
 CS2568.an estimated accuracy of +/- 6 seconds.
 CS2568
 CS2568.The orthometric height was determined by differential leveling
 CS2568.and adjusted by the National Geodetic Survey in June 1991..
 CS2568
 CS2568.The geoid height was determined by GEOID03.
 CS2568
 CS2568.The dynamic height is computed by dividing the NAVD 88
 CS2568.geopotential number by the normal gravity value computed on the
 CS2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2568.degrees latitude (g = 980.6199 gals.).
 CS2568
 CS2568.The modeled gravity was interpolated from observed gravity values.
 CS2568
 CS2568;                    North         East    Units  Estimated Accuracy
 CS2568;SPC TXNC     - 2,120,070.      712,840.      MT  (+/- 180 meters Scaled)
 CS2568
 CS2568                          SUPERSEDED SURVEY CONTROL
 CS2568
 CS2568.No superseded survey control is available for this station.
 CS2568
 CS2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB596241(NAD 83)
 CS2568_MARKER: DB = BENCH MARK DISK
 CS2568_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2568_SP_SET: BRIDGE ABUTMENT
 CS2568_STAMPING: J 1499 1986
 CS2568_MARK LOGO: NGS   
 CS2568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2568
 CS2568  HISTORY     - Date     Condition        Report By
 CS2568  HISTORY     - 1986     MONUMENTED       NGS
 CS2568
 CS2568                          STATION DESCRIPTION
 CS2568
 CS2568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2568'IN FORT WORTH.
 CS2568'IN FORT WORTH, AT THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD
 CS2568'AND SYCAMORE STREET, IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH
 CS2568'END OF THE EAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING THE
 CS2568'CREEK, AND 2.3 M (7.5 FT) NORTH OF THE NEAR RAIL.
 CS2568'THE MARK IS 0.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0198 ***********************************************************************
 CC0198  DESIGNATION -  J 15
 CC0198  PID         -  CC0198
 CC0198  STATE/COUNTY-  TX/ECTOR
 CC0198  USGS QUAD   -  PENWELL (1981)
 CC0198
 CC0198                         *CURRENT SURVEY CONTROL
 CC0198  ___________________________________________________________________
 CC0198* NAD 83(1986)-  31 44 57.     (N)    102 33 00.     (W)     SCALED    
 CC0198* NAVD 88     -       943.913  (meters)    3096.82   (feet)  ADJUSTED  
 CC0198  ___________________________________________________________________
 CC0198  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CC0198  DYNAMIC HT  -         942.580 (meters)    3092.45  (feet)  COMP
 CC0198  MODELED GRAV-     979,194.9   (mgal)                       NAVD 88
 CC0198
 CC0198  VERT ORDER  -  FIRST     CLASS II
 CC0198
 CC0198.The horizontal coordinates were scaled from a topographic map and have
 CC0198.an estimated accuracy of +/- 6 seconds.
 CC0198
 CC0198.The orthometric height was determined by differential leveling
 CC0198.and adjusted by the National Geodetic Survey in June 1991..
 CC0198
 CC0198.The geoid height was determined by GEOID03.
 CC0198
 CC0198.The dynamic height is computed by dividing the NAVD 88
 CC0198.geopotential number by the normal gravity value computed on the
 CC0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0198.degrees latitude (g = 980.6199 gals.).
 CC0198
 CC0198.The modeled gravity was interpolated from observed gravity values.
 CC0198
 CC0198;                    North         East    Units  Estimated Accuracy
 CC0198;SPC TX C     - 3,232,960.      489,990.      MT  (+/- 180 meters Scaled)
 CC0198
 CC0198                          SUPERSEDED SURVEY CONTROL
 CC0198
 CC0198  NGVD 29 (??/??/92)  943.537  (m)         3095.59   (f) ADJ UNCH    1 2
 CC0198
 CC0198.Superseded values are not recommended for survey control.
 CC0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0198.See file dsdata.txt to determine how the superseded data were derived.
 CC0198
 CC0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR320152(NAD 83)
 CC0198_MARKER: P = PIPE CAP
 CC0198_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0198_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0198_STAMPING: J 15 ELEV 3095.666 FT
 CC0198_MARK LOGO: CGS   
 CC0198_PROJECTION: FLUSH
 CC0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0198
 CC0198  HISTORY     - Date     Condition        Report By
 CC0198  HISTORY     - UNK      MONUMENTED       CGS
 CC0198  HISTORY     - 1956     GOOD             NGS
 CC0198  HISTORY     - 1982     POOR             NGS
 CC0198
 CC0198                          STATION DESCRIPTION
 CC0198
 CC0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0198'12.5 MI SW FROM ODESSA.
 CC0198'12.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0198'STATION AT ODESSA, 46.1 FEET SOUTHWEST OF THE 1ST POLE SOUTHWEST OF
 CC0198'MILEPOST 586, 42 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 37 FEET
 CC0198'NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 2 FEET NORTHEAST OF A
 CC0198'WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CC0198'PROJECTS 1.5 FEET ABOVE THE GROUND.
 CC0198
 CC0198                          STATION RECOVERY (1982)
 CC0198
 CC0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0198'20.6 KM (12.8 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0198'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 61.3 METERS (201.1
 CC0198'FT) SOUTHWEST OF MILEPOST 586, 12.8 METERS (42.0 FT) SOUTHEAST OF THE
 CC0198'NEAR RAIL AND 10.9 METERS (35.8 FT) NORTHWEST OF THE CENTERLINE OF A
 CC0198'PAVED ROAD.  NOTE=THE PIPE IS LEANING SLIGHTLY TO THE WEST.
 CC0198'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CC0198'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0049 ***********************************************************************
 AB0049  DESIGNATION -  J 15
 AB0049  PID         -  AB0049
 AB0049  STATE/COUNTY-  TX/CAMERON
 AB0049  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0049
 AB0049                         *CURRENT SURVEY CONTROL
 AB0049  ___________________________________________________________________
 AB0049* NAD 83(1986)-  25 55 01.     (N)    097 24 01.     (W)     SCALED    
 AB0049* NAVD 88     -         3.339  (meters)      10.95   (feet)  ADJUSTED  
 AB0049  ___________________________________________________________________
 AB0049  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 AB0049  DYNAMIC HT  -           3.333 (meters)      10.94  (feet)  COMP
 AB0049  MODELED GRAV-     979,038.3   (mgal)                       NAVD 88
 AB0049
 AB0049  VERT ORDER  -  SECOND    CLASS 0
 AB0049
 AB0049.The horizontal coordinates were scaled from a topographic map and have
 AB0049.an estimated accuracy of +/- 6 seconds.
 AB0049
 AB0049.The orthometric height was determined by differential leveling
 AB0049.and adjusted by the National Geodetic Survey in June 1991..
 AB0049
 AB0049.The geoid height was determined by GEOID03.
 AB0049
 AB0049.The dynamic height is computed by dividing the NAVD 88
 AB0049.geopotential number by the normal gravity value computed on the
 AB0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0049.degrees latitude (g = 980.6199 gals.).
 AB0049
 AB0049.The modeled gravity was interpolated from observed gravity values.
 AB0049
 AB0049;                    North         East    Units  Estimated Accuracy
 AB0049;SPC TX S     - 5,028,210.      410,190.      MT  (+/- 180 meters Scaled)
 AB0049
 AB0049                          SUPERSEDED SURVEY CONTROL
 AB0049
 AB0049  NGVD 29 (??/??/92)    3.434  (m)           11.27   (f) ADJ UNCH    2 0
 AB0049
 AB0049.Superseded values are not recommended for survey control.
 AB0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0049.See file dsdata.txt to determine how the superseded data were derived.
 AB0049
 AB0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP602674(NAD 83)
 AB0049_MARKER: DB = BENCH MARK DISK
 AB0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0049_SP_SET: CULVERT
 AB0049_STAMPING: J 15 11.20
 AB0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0049
 AB0049  HISTORY     - Date     Condition        Report By
 AB0049  HISTORY     - UNK      MONUMENTED       CGS
 AB0049  HISTORY     - 1950     GOOD             NGS
 AB0049  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0049  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0049
 AB0049                          STATION DESCRIPTION
 AB0049
 AB0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0049'6.6 MI NE FROM BROWNSVILLE.
 AB0049'TO REACH FROM INTERSECTION OF TEXAS STATE HIGHWAYS NO. 4(E 14TH
 AB0049'STREET) AND NO. 48 (BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED E. ON
 AB0049'HIGHWAY NO. 4 FOR 4.2 MILES TO A CONCRETE CULVERT IN THE CENTER OF A
 AB0049'FILL AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AB0049'CENTER OF THE TOP OF THE N. HEADWALL OF THE CULVERT, 30 FT. N. OF AND
 AB0049'APPROXIMATELY 5.0 FT. BELOW THE CENTERLINE OF THE ROAD.  A CAMERON
 AB0049'COUNTY DISK SET IN DRILL HOLE.
 AB0049
 AB0049                          STATION RECOVERY (1982)
 AB0049
 AB0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0049'MARK NOT FOUND.
 AB0049
 AB0049                          STATION RECOVERY (1990)
 AB0049
 AB0049'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0287 ***********************************************************************
 BM0287  DESIGNATION -  J 15
 BM0287  PID         -  BM0287
 BM0287  STATE/COUNTY-  TX/ROBERTSON
 BM0287  USGS QUAD   -  HEARNE NORTH (1989)
 BM0287
 BM0287                         *CURRENT SURVEY CONTROL
 BM0287  ___________________________________________________________________
 BM0287* NAD 83(1986)-  30 56 25.     (N)    096 34 58.     (W)     SCALED    
 BM0287* NAVD 88     -       107.27   (+/-2cm)     351.9    (feet)  VERTCON   
 BM0287  ___________________________________________________________________
 BM0287  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 BM0287
 BM0287  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0287
 BM0287.The horizontal coordinates were scaled from a topographic map and have
 BM0287.an estimated accuracy of +/- 6 seconds.
 BM0287
 BM0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0287.The vertical order pertains to the NGVD 29 superseded value.
 BM0287
 BM0287.The geoid height was determined by GEOID03.
 BM0287
 BM0287;                    North         East    Units  Estimated Accuracy
 BM0287;SPC TX C     - 3,147,230.    1,058,310.      MT  (+/- 180 meters Scaled)
 BM0287
 BM0287                          SUPERSEDED SURVEY CONTROL
 BM0287
 BM0287  NGVD 29 (??/??/92)  107.233  (m)          351.81   (f) ADJ UNCH    2 0
 BM0287
 BM0287.Superseded values are not recommended for survey control.
 BM0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0287.See file dsdata.txt to determine how the superseded data were derived.
 BM0287
 BM0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV309254(NAD 83)
 BM0287_MARKER: DD = SURVEY DISK
 BM0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0287_STAMPING: 351.840 J 15 1924
 BM0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0287+STABILITY: SURFACE MOTION
 BM0287
 BM0287  HISTORY     - Date     Condition        Report By
 BM0287  HISTORY     - 1924     MONUMENTED       USGS
 BM0287  HISTORY     - 1933     GOOD             NGS
 BM0287  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0287
 BM0287                          STATION DESCRIPTION
 BM0287
 BM0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0287'4.1 MI NE FROM HEARNE.
 BM0287'4.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0287'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM HEARNE, ROBERTSON COUNTY,
 BM0287'AT POLE 85/5, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND AT A FENCE
 BM0287'LINE.  A UNITED STATE GEOLOGICAL SURVEY STANDARD DISK, STAMPED 351.840
 BM0287'J 15 1924 AND SET IN THE TOP OF A CONCRETE POST.
 BM0287
 BM0287                          STATION RECOVERY (1994)
 BM0287
 BM0287'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0665 ***********************************************************************
 BZ0665  DESIGNATION -  J 150
 BZ0665  PID         -  BZ0665
 BZ0665  STATE/COUNTY-  TX/NAVARRO
 BZ0665  USGS QUAD   -  PURDON (1978)
 BZ0665
 BZ0665                         *CURRENT SURVEY CONTROL
 BZ0665  ___________________________________________________________________
 BZ0665* NAD 83(1986)-  31 58 18.     (N)    096 34 18.     (W)     SCALED    
 BZ0665* NAVD 88     -       123.698  (meters)     405.83   (feet)  ADJUSTED  
 BZ0665  ___________________________________________________________________
 BZ0665  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 BZ0665  DYNAMIC HT  -         123.553 (meters)     405.36  (feet)  COMP
 BZ0665  MODELED GRAV-     979,466.3   (mgal)                       NAVD 88
 BZ0665
 BZ0665  VERT ORDER  -  SECOND    CLASS 0
 BZ0665
 BZ0665.The horizontal coordinates were scaled from a topographic map and have
 BZ0665.an estimated accuracy of +/- 6 seconds.
 BZ0665
 BZ0665.The orthometric height was determined by differential leveling
 BZ0665.and adjusted by the National Geodetic Survey in June 1991..
 BZ0665
 BZ0665.The geoid height was determined by GEOID03.
 BZ0665
 BZ0665.The dynamic height is computed by dividing the NAVD 88
 BZ0665.geopotential number by the normal gravity value computed on the
 BZ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0665.degrees latitude (g = 980.6199 gals.).
 BZ0665
 BZ0665.The modeled gravity was interpolated from observed gravity values.
 BZ0665
 BZ0665;                    North         East    Units  Estimated Accuracy
 BZ0665;SPC TXNC     - 2,035,500.      782,270.      MT  (+/- 180 meters Scaled)
 BZ0665
 BZ0665                          SUPERSEDED SURVEY CONTROL
 BZ0665
 BZ0665  NGVD 29 (??/??/92)  123.687  (m)          405.80   (f) ADJ UNCH    2 0
 BZ0665
 BZ0665.Superseded values are not recommended for survey control.
 BZ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0665.See file dsdata.txt to determine how the superseded data were derived.
 BZ0665
 BZ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA294398(NAD 83)
 BZ0665_MARKER: DB = BENCH MARK DISK
 BZ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0665_STAMPING: J 150 1933 405.734
 BZ0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0665+STABILITY: SURFACE MOTION
 BZ0665
 BZ0665  HISTORY     - Date     Condition        Report By
 BZ0665  HISTORY     - 1933     MONUMENTED       CGS
 BZ0665  HISTORY     - 1947     GOOD             NGS
 BZ0665  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0665
 BZ0665                          STATION DESCRIPTION
 BZ0665
 BZ0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0665'3.0 MI NE FROM PURDON.
 BZ0665'3.0 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM THE
 BZ0665'STATION AT PURDON, 3.3 MILES SOUTHWEST OF THE FLAG STOP AT CORBET,
 BZ0665'ACROSS THE TRACKS FROM THE FLAG STOP AT JESTER, 130.0 FEET SOUTHEAST
 BZ0665'OF AND ACROSS THE TRACKS FROM MILE POST 632/0, 101.0 FEET SOUTHEAST OF
 BZ0665'THE CENTER LINE OF A DIRT ROAD CROSSING, 98.5 FEET SOUTHEAST OF THE
 BZ0665'SOUTHEAST RAIL OF THE MAIN TRACK, 33.3 FEET SOUTH OF A POWER POLE,
 BZ0665'24.5 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 1.0 FOOT
 BZ0665'NORTHWEST OF A FENCE CORNER, ABOUT LEVEL WITH THE TRACKS. A BRONZE
 BZ0665'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 10 INCHES ABOVE
 BZ0665'THE GROUND.
 BZ0665
 BZ0665                          STATION RECOVERY (2002)
 BZ0665
 BZ0665'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BZ0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5514 ***********************************************************************
 AW5514  DESIGNATION -  J 1500
 AW5514  PID         -  AW5514
 AW5514  STATE/COUNTY-  TX/HARRIS
 AW5514  USGS QUAD   -  SATSUMA (1982)
 AW5514
 AW5514                         *CURRENT SURVEY CONTROL
 AW5514  ___________________________________________________________________
 AW5514* NAD 83(1986)-  29 56 31.     (N)    095 34 13.     (W)     SCALED    
 AW5514* NAVD 88     -        38.416  (meters)     126.04   (feet)  ADJUSTED  
 AW5514  ___________________________________________________________________
 AW5514  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW5514  DYNAMIC HT  -          38.364 (meters)     125.87  (feet)  COMP
 AW5514  MODELED GRAV-     979,290.6   (mgal)                       NAVD 88
 AW5514
 AW5514  VERT ORDER  -  FIRST     CLASS II
 AW5514
 AW5514.The horizontal coordinates were scaled from a topographic map and have
 AW5514.an estimated accuracy of +/- 6 seconds.
 AW5514
 AW5514.The orthometric height was determined by differential leveling
 AW5514.and adjusted by the National Geodetic Survey in June 1991..
 AW5514
 AW5514.The geoid height was determined by GEOID03.
 AW5514
 AW5514.The dynamic height is computed by dividing the NAVD 88
 AW5514.geopotential number by the normal gravity value computed on the
 AW5514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5514.degrees latitude (g = 980.6199 gals.).
 AW5514
 AW5514.The modeled gravity was interpolated from observed gravity values.
 AW5514
 AW5514;                    North         East    Units  Estimated Accuracy
 AW5514;SPC TXSC     - 4,238,550.      931,040.      MT  (+/- 180 meters Scaled)
 AW5514
 AW5514                          SUPERSEDED SURVEY CONTROL
 AW5514
 AW5514  NGVD 29 (12/23/87)   38.410  (m)          126.02   (f) ADJUSTED    1 2
 AW5514
 AW5514.Superseded values are not recommended for survey control.
 AW5514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5514.See file dsdata.txt to determine how the superseded data were derived.
 AW5514
 AW5514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP519151(NAD 83)
 AW5514_MARKER: I = METAL ROD
 AW5514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5514_SP_SET: STAINLESS STEEL ROD
 AW5514_STAMPING: J 1500 1986
 AW5514_MARK LOGO: NGS   
 AW5514_PROJECTION: FLUSH
 AW5514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5514_ROD/PIPE-DEPTH: 12.9 meters
 AW5514
 AW5514  HISTORY     - Date     Condition        Report By
 AW5514  HISTORY     - 1986     MONUMENTED       NGS
 AW5514  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW5514
 AW5514                          STATION DESCRIPTION
 AW5514
 AW5514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5514'15.4 KM (9.55 MI) SE FROM CYPRESS.
 AW5514'10.2 KM (6.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS
 AW5514'JUNCTION WITH SPRING-CYPRESS ROAD IN CYPRESS, THENCE 5.2 KM (3.25 MI)
 AW5514'NORTHEASTERLY ALONG FARM ROAD 1960, 9.6 M (31.5 FT) NORTHWEST OF THE
 AW5514'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE ROAD, AND 1.0 M (3.3
 AW5514'FT) NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5514'THROUGH A 5-INCH LOGO CAP.
 AW5514'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AW5514'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5514
 AW5514                          STATION RECOVERY (1994)
 AW5514
 AW5514'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0979 ***********************************************************************
 DN0979  DESIGNATION -  J 1501
 DN0979  PID         -  DN0979
 DN0979  STATE/COUNTY-  TX/GRAYSON
 DN0979  USGS QUAD   -  SHERMAN (1974)
 DN0979
 DN0979                         *CURRENT SURVEY CONTROL
 DN0979  ___________________________________________________________________
 DN0979* NAD 83(1986)-  33 43 23.     (N)    096 30 34.     (W)     SCALED    
 DN0979* NAVD 88     -       200.617  (meters)     658.19   (feet)  ADJUSTED  
 DN0979  ___________________________________________________________________
 DN0979  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DN0979  DYNAMIC HT  -         200.403 (meters)     657.49  (feet)  COMP
 DN0979  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 DN0979
 DN0979  VERT ORDER  -  FIRST     CLASS II
 DN0979
 DN0979.The horizontal coordinates were scaled from a topographic map and have
 DN0979.an estimated accuracy of +/- 6 seconds.
 DN0979
 DN0979.The orthometric height was determined by differential leveling
 DN0979.and adjusted by the National Geodetic Survey in June 1991..
 DN0979
 DN0979.The geoid height was determined by GEOID03.
 DN0979
 DN0979.The dynamic height is computed by dividing the NAVD 88
 DN0979.geopotential number by the normal gravity value computed on the
 DN0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0979.degrees latitude (g = 980.6199 gals.).
 DN0979
 DN0979.The modeled gravity was interpolated from observed gravity values.
 DN0979
 DN0979;                    North         East    Units  Estimated Accuracy
 DN0979;SPC TXNC     - 2,229,790.      784,470.      MT  (+/- 180 meters Scaled)
 DN0979
 DN0979                          SUPERSEDED SURVEY CONTROL
 DN0979
 DN0979.No superseded survey control is available for this station.
 DN0979
 DN0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC307342(NAD 83)
 DN0979_MARKER: I = METAL ROD
 DN0979_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0979_SP_SET: STAINLESS STEEL ROD
 DN0979_STAMPING: J 1501 1986
 DN0979_MARK LOGO: NGS   
 DN0979_PROJECTION: FLUSH
 DN0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0979_ROD/PIPE-DEPTH: 5.0  meters
 DN0979
 DN0979  HISTORY     - Date     Condition        Report By
 DN0979  HISTORY     - 1986     MONUMENTED       NGS
 DN0979  HISTORY     - 19990213 GOOD             USPSQD
 DN0979
 DN0979                          STATION DESCRIPTION
 DN0979
 DN0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0979'5.4 KM (3.35 MI) SE FROM DENISON.
 DN0979'5.4 KM (3.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION
 DN0979'WITH FARM ROAD 120 IN DENISON, 16.6 M (54.5 FT) NORTHEAST OF THE
 DN0979'CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTHWEST OF UTILITY
 DN0979'POLE NUMBER 2301 749 1664.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 DN0979'A 5-INCH LOGO CAP.
 DN0979'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST AND FENCE
 DN0979'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DN0979
 DN0979                          STATION RECOVERY (1999)
 DN0979
 DN0979'RECOVERY NOTE BY US POWER SQUADRON 1999
 DN0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1039 ***********************************************************************
 DN1039  DESIGNATION -  J 1502
 DN1039  PID         -  DN1039
 DN1039  STATE/COUNTY-  TX/MONTAGUE
 DN1039  USGS QUAD   -  RINGGOLD (1968)
 DN1039
 DN1039                         *CURRENT SURVEY CONTROL
 DN1039  ___________________________________________________________________
 DN1039* NAD 83(1986)-  33 50 20.     (N)    097 56 41.     (W)     SCALED    
 DN1039* NAVD 88     -       258.629  (meters)     848.52   (feet)  ADJUSTED  
 DN1039  ___________________________________________________________________
 DN1039  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DN1039  DYNAMIC HT  -         258.347 (meters)     847.59  (feet)  COMP
 DN1039  MODELED GRAV-     979,542.1   (mgal)                       NAVD 88
 DN1039
 DN1039  VERT ORDER  -  FIRST     CLASS II
 DN1039
 DN1039.The horizontal coordinates were scaled from a topographic map and have
 DN1039.an estimated accuracy of +/- 6 seconds.
 DN1039
 DN1039.The orthometric height was determined by differential leveling
 DN1039.and adjusted by the National Geodetic Survey in June 1991..
 DN1039
 DN1039.The geoid height was determined by GEOID03.
 DN1039
 DN1039.The dynamic height is computed by dividing the NAVD 88
 DN1039.geopotential number by the normal gravity value computed on the
 DN1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1039.degrees latitude (g = 980.6199 gals.).
 DN1039
 DN1039.The modeled gravity was interpolated from observed gravity values.
 DN1039
 DN1039;                    North         East    Units  Estimated Accuracy
 DN1039;SPC TXNC     - 2,241,020.      651,390.      MT  (+/- 180 meters Scaled)
 DN1039
 DN1039                          SUPERSEDED SURVEY CONTROL
 DN1039
 DN1039.No superseded survey control is available for this station.
 DN1039
 DN1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC976447(NAD 83)
 DN1039_MARKER: DB = BENCH MARK DISK
 DN1039_SETTING: 66 = SET IN ROCK OUTCROP
 DN1039_SP_SET: ROCK OUTCROP
 DN1039_STAMPING: J 1502 1986
 DN1039_MARK LOGO: NGS   
 DN1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1039+STABILITY: POSITION/ELEVATION WELL
 DN1039
 DN1039  HISTORY     - Date     Condition        Report By
 DN1039  HISTORY     - 1986     MONUMENTED       NGS
 DN1039  HISTORY     - 19980214 GOOD             USPSQD
 DN1039
 DN1039                          STATION DESCRIPTION
 DN1039
 DN1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1039'32.3 KM (20.1 MI) NORTH FROM BOWIE.
 DN1039'32.3 KM (20.05 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1039'WITH U.S. HIGHWAY 287 IN BOWIE, IN AN EXPOSED AREA OF BEDROCK NEAR THE
 DN1039'CENTER OF A HIGHWAY CUT, 0.5 KM (0.3 MI) SOUTH OF THE INTERSECTION OF
 DN1039'A GRAVELED ROAD LEADING SOUTH, 26.6 M (87.3 FT) NORTH OF A T-FENCE
 DN1039'CORNER, AND 11.6 M (38.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 DN1039'THE MARK IS 3.9 METERS  E FROM  A WITNESS POST AND FENCE
 DN1039'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 DN1039
 DN1039                          STATION RECOVERY (1998)
 DN1039
 DN1039'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5711 ***********************************************************************
 AW5711  DESIGNATION -  J 1503
 AW5711  PID         -  AW5711
 AW5711  STATE/COUNTY-  TX/GALVESTON
 AW5711  USGS QUAD   -  TEXAS CITY (1994)
 AW5711
 AW5711                         *CURRENT SURVEY CONTROL
 AW5711  ___________________________________________________________________
 AW5711* NAD 83(1986)-  29 27 21.     (N)    094 57 40.     (W)     SCALED    
 AW5711* NAVD 88     -         2.153  (meters)       7.06   (feet)  ADJUSTED  
 AW5711  ___________________________________________________________________
 AW5711  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW5711  DYNAMIC HT  -           2.150 (meters)       7.05  (feet)  COMP
 AW5711  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 AW5711
 AW5711  VERT ORDER  -  FIRST     CLASS II
 AW5711
 AW5711.The horizontal coordinates were scaled from a topographic map and have
 AW5711.an estimated accuracy of +/- 6 seconds.
 AW5711
 AW5711.The orthometric height was determined by differential leveling
 AW5711.and adjusted by the National Geodetic Survey in June 1991..
 AW5711
 AW5711.The geoid height was determined by GEOID03.
 AW5711
 AW5711.The dynamic height is computed by dividing the NAVD 88
 AW5711.geopotential number by the normal gravity value computed on the
 AW5711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5711.degrees latitude (g = 980.6199 gals.).
 AW5711
 AW5711.The modeled gravity was interpolated from observed gravity values.
 AW5711
 AW5711;                    North         East    Units  Estimated Accuracy
 AW5711;SPC TXSC     - 4,186,580.      991,680.      MT  (+/- 180 meters Scaled)
 AW5711
 AW5711                          SUPERSEDED SURVEY CONTROL
 AW5711
 AW5711  NGVD 29 (12/23/87)    2.150  (m)            7.05   (f) ADJUSTED    1 2
 AW5711
 AW5711.Superseded values are not recommended for survey control.
 AW5711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5711.See file dsdata.txt to determine how the superseded data were derived.
 AW5711
 AW5711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN098600(NAD 83)
 AW5711_MARKER: I = METAL ROD
 AW5711_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5711_SP_SET: STAINLESS STEEL ROD
 AW5711_STAMPING: J 1503 1986
 AW5711_MARK LOGO: NGS   
 AW5711_PROJECTION: FLUSH
 AW5711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5711_ROD/PIPE-DEPTH: 7.2  meters
 AW5711
 AW5711  HISTORY     - Date     Condition        Report By
 AW5711  HISTORY     - 1986     MONUMENTED       NGS
 AW5711  HISTORY     - 20040130 MARK NOT FOUND   USPSQD
 AW5711
 AW5711                          STATION DESCRIPTION
 AW5711
 AW5711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5711'12.2 KM (7.6 MI) SE FROM KEMAH.
 AW5711'11.3 KM (7.0 MI) SOUTHEAST ALONG STATE HIGHWAY 146 FROM THE POST
 AW5711'OFFICE IN KEMAH, THENCE 1.0 KM (0.6 MI) EAST ALONG AN ASPHALT ROAD ON
 AW5711'TOP OF A LEVEE TO A ROAD ON THE RIGHT LEADING TO A GATE IN A PASTURE
 AW5711'AND THE MARK ON THE RIGHT AT THE GATE, 64.0 METERS (210.0 FT)
 AW5711'SOUTH-SOUTHEAST OF THE CENTER OF THE LEVEE ROAD, 2.53 METERS (8.3 FT)
 AW5711'SOUTH-SOUTHWEST OF THE CENTER OF THE GATE, 0.67 METER (2.2 FT)
 AW5711'SOUTHWEST OF A GATE POST, 0.61 METER (2.0 FT) NORTHWEST OF A BARBED
 AW5711'WIRE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AW5711'CAP.
 AW5711'THE MARK IS 0.36 METERS  NW FROM  A WITNESS POST
 AW5711'THE MARK IS 1.52 M BELOW LEVEE ROAD.
 AW5711
 AW5711                          STATION RECOVERY (2004)
 AW5711
 AW5711'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5409 ***********************************************************************
 AW5409  DESIGNATION -  J 1504
 AW5409  PID         -  AW5409
 AW5409  STATE/COUNTY-  TX/FORT BEND
 AW5409  USGS QUAD   -  RICHMOND NE (1980)
 AW5409
 AW5409                         *CURRENT SURVEY CONTROL
 AW5409  ___________________________________________________________________
 AW5409* NAD 83(1986)-  29 42 03.     (N)    095 46 34.     (W)     SCALED    
 AW5409* NAVD 88     -        32.593  (meters)     106.93   (feet)  ADJUSTED  
 AW5409  ___________________________________________________________________
 AW5409  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW5409  DYNAMIC HT  -          32.549 (meters)     106.79  (feet)  COMP
 AW5409  MODELED GRAV-     979,271.8   (mgal)                       NAVD 88
 AW5409
 AW5409  VERT ORDER  -  FIRST     CLASS II
 AW5409
 AW5409.The horizontal coordinates were scaled from a topographic map and have
 AW5409.an estimated accuracy of +/- 6 seconds.
 AW5409
 AW5409.The orthometric height was determined by differential leveling
 AW5409.and adjusted by the National Geodetic Survey in June 1991..
 AW5409
 AW5409.The geoid height was determined by GEOID03.
 AW5409
 AW5409.The dynamic height is computed by dividing the NAVD 88
 AW5409.geopotential number by the normal gravity value computed on the
 AW5409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5409.degrees latitude (g = 980.6199 gals.).
 AW5409
 AW5409.The modeled gravity was interpolated from observed gravity values.
 AW5409
 AW5409;                    North         East    Units  Estimated Accuracy
 AW5409;SPC TXSC     - 4,211,270.      911,910.      MT  (+/- 180 meters Scaled)
 AW5409
 AW5409                          SUPERSEDED SURVEY CONTROL
 AW5409
 AW5409  NGVD 29 (12/23/87)   32.586  (m)          106.91   (f) ADJUSTED    1 2
 AW5409
 AW5409.Superseded values are not recommended for survey control.
 AW5409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5409.See file dsdata.txt to determine how the superseded data were derived.
 AW5409
 AW5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN313888(NAD 83)
 AW5409_MARKER: I = METAL ROD
 AW5409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5409_SP_SET: STAINLESS STEEL ROD
 AW5409_STAMPING: J 1504 1986
 AW5409_MARK LOGO: NGS   
 AW5409_PROJECTION: FLUSH
 AW5409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5409_ROD/PIPE-DEPTH: 11.0 meters
 AW5409
 AW5409  HISTORY     - Date     Condition        Report By
 AW5409  HISTORY     - 1986     MONUMENTED       NGS
 AW5409  HISTORY     - 19951010 MARK NOT FOUND   USPSQD
 AW5409  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 AW5409  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW5409
 AW5409                          STATION DESCRIPTION
 AW5409
 AW5409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5409'8.9 KM (5.55 MI) WEST FROM CLODINE.
 AW5409'0.32 KM (0.2 MI) WEST ALONG ALIEF ROAD FROM THE JUNCTION OF FM ROAD
 AW5409'1464 IN CLODINE, THENCE 8.5 KM (5.3 MI) WEST ALONG FM ROAD 1093, ALSO
 AW5409'0.24 KM (0.15 MI) EAST OF CANAL ROAD SOUTH, 18.6 METERS (61.0 FT)
 AW5409'NORTH OF THE CENTERLINE OF THE ROAD, 17.1 METERS (56.0 FT) EAST OF THE
 AW5409'SOUTHERNMOST POWER POLE IN A NORTH-SOUTH LINE, 14.9 METERS (49.0 FT)
 AW5409'EAST OF A FENCE CORNER AND A TELEPHONE JUNCTION BOX, 1.2 METER
 AW5409'(4.0 FT) EAST OF A TRIPLE-GUYED POWER POLE.  NOTE--ACCESS TO DATUM
 AW5409'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5409'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 AW5409'THE MARK IS 0.3 M BELOW THE ROAD.
 AW5409
 AW5409                          STATION RECOVERY (1995)
 AW5409
 AW5409'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5409'MARK NOT FOUND.
 AW5409
 AW5409                          STATION RECOVERY (1998)
 AW5409
 AW5409'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5409'MARK NOT FOUND.
 AW5409
 AW5409                          STATION RECOVERY (2004)
 AW5409
 AW5409'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5472 ***********************************************************************
 AW5472  DESIGNATION -  J 1505
 AW5472  PID         -  AW5472
 AW5472  STATE/COUNTY-  TX/FORT BEND
 AW5472  USGS QUAD   -  SMITHERS LAKE (1980)
 AW5472
 AW5472                         *CURRENT SURVEY CONTROL
 AW5472  ___________________________________________________________________
 AW5472* NAD 83(1986)-  29 23 29.     (N)    095 44 00.     (W)     SCALED    
 AW5472* NAVD 88     -        22.108  (meters)      72.53   (feet)  ADJUSTED  
 AW5472  ___________________________________________________________________
 AW5472  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW5472  DYNAMIC HT  -          22.078 (meters)      72.43  (feet)  COMP
 AW5472  MODELED GRAV-     979,255.4   (mgal)                       NAVD 88
 AW5472
 AW5472  VERT ORDER  -  FIRST     CLASS II
 AW5472
 AW5472.The horizontal coordinates were scaled from a topographic map and have
 AW5472.an estimated accuracy of +/- 6 seconds.
 AW5472
 AW5472.The orthometric height was determined by differential leveling
 AW5472.and adjusted by the National Geodetic Survey in June 1991..
 AW5472
 AW5472.The geoid height was determined by GEOID03.
 AW5472
 AW5472.The dynamic height is computed by dividing the NAVD 88
 AW5472.geopotential number by the normal gravity value computed on the
 AW5472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5472.degrees latitude (g = 980.6199 gals.).
 AW5472
 AW5472.The modeled gravity was interpolated from observed gravity values.
 AW5472
 AW5472;                    North         East    Units  Estimated Accuracy
 AW5472;SPC TXSC     - 4,177,100.      917,010.      MT  (+/- 180 meters Scaled)
 AW5472
 AW5472                          SUPERSEDED SURVEY CONTROL
 AW5472
 AW5472  NGVD 29 (12/23/87)   22.105  (m)           72.52   (f) ADJUSTED    1 2
 AW5472
 AW5472.Superseded values are not recommended for survey control.
 AW5472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5472.See file dsdata.txt to determine how the superseded data were derived.
 AW5472
 AW5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN347544(NAD 83)
 AW5472_MARKER: I = METAL ROD
 AW5472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5472_SP_SET: STAINLESS STEEL ROD
 AW5472_STAMPING: J 1505 1987
 AW5472_MARK LOGO: NGS   
 AW5472_PROJECTION: FLUSH
 AW5472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5472_ROD/PIPE-DEPTH: 6.1  meters
 AW5472
 AW5472  HISTORY     - Date     Condition        Report By
 AW5472  HISTORY     - 1987     MONUMENTED       NGS
 AW5472  HISTORY     - 1988     GOOD             USPSQD
 AW5472  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 AW5472  HISTORY     - 19980103 GOOD             USPSQD
 AW5472  HISTORY     - 19981121 GOOD             USPSQD
 AW5472
 AW5472                          STATION DESCRIPTION
 AW5472
 AW5472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5472'6.3 KM (3.9 MI) NE FROM GUY.
 AW5472'6.3 KM (3.9 MI) NORTHEAST ALONG FM ROAD 1994 FROM THE JUNCTION OF
 AW5472'STATE HIGHWAY 36 IN GUY, AT THE JUNCTION OF FM ROAD 361, AT THE
 AW5472'CROSSING OF A RAILROAD, 23.9 METERS (78.5 FT) SOUTHEAST OF THE
 AW5472'CENTERLINE OF FM ROAD 1994, 14.6 METERS (48.0 FT) NORTHEAST OF THE
 AW5472'CENTERLINE OF THE SAME FM ROAD 1994, 11.0 METERS (36.0 FT) WEST OF THE
 AW5472'WEST LEG OF A STEEL TOWER FOR A HIGH VOLTAGE POWER LINE, 5.3 METERS
 AW5472'(17.5 FT) NORTHEAST OF THE NORTHWEST END OF AN 18-INCH CONCRETE PIPE
 AW5472'CULVERT, 1.6 METERS (5.5 FT) NORTHWEST OF THE NORTHWEST POST OF A
 AW5472'GATE, 0.5 METER (1.5 FT) SOUTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM
 AW5472'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5472'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AW5472'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5472
 AW5472                          STATION RECOVERY (1988)
 AW5472
 AW5472'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLL)
 AW5472'RECOVERED IN GOOD CONDITION.
 AW5472
 AW5472                          STATION RECOVERY (1996)
 AW5472
 AW5472'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5472'MARK NOT FOUND.
 AW5472
 AW5472                          STATION RECOVERY (1998)
 AW5472
 AW5472'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5472'RECOVERED IN GOOD CONDITION.
 AW5472
 AW5472                          STATION RECOVERY (1998)
 AW5472
 AW5472'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2545 ***********************************************************************
 AX2545  DESIGNATION -  J 1506
 AX2545  PID         -  AX2545
 AX2545  STATE/COUNTY-  TX/FORT BEND
 AX2545  USGS QUAD   -  HUNGERFORD (1980)
 AX2545
 AX2545                         *CURRENT SURVEY CONTROL
 AX2545  ___________________________________________________________________
 AX2545* NAD 83(1986)-  29 26 42.     (N)    096 00 17.     (W)     SCALED    
 AX2545* NAVD 88     -        29.650  (meters)      97.28   (feet)  ADJUSTED  
 AX2545  ___________________________________________________________________
 AX2545  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2545  DYNAMIC HT  -          29.608 (meters)      97.14  (feet)  COMP
 AX2545  MODELED GRAV-     979,251.9   (mgal)                       NAVD 88
 AX2545
 AX2545  VERT ORDER  -  FIRST     CLASS I
 AX2545
 AX2545.The horizontal coordinates were scaled from a topographic map and have
 AX2545.an estimated accuracy of +/- 6 seconds.
 AX2545
 AX2545.The orthometric height was determined by differential leveling
 AX2545.and adjusted by the National Geodetic Survey in June 1991..
 AX2545
 AX2545.The geoid height was determined by GEOID03.
 AX2545
 AX2545.The dynamic height is computed by dividing the NAVD 88
 AX2545.geopotential number by the normal gravity value computed on the
 AX2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2545.degrees latitude (g = 980.6199 gals.).
 AX2545
 AX2545.The modeled gravity was interpolated from observed gravity values.
 AX2545
 AX2545;                    North         East    Units  Estimated Accuracy
 AX2545;SPC TXSC     - 4,182,340.      890,530.      MT  (+/- 180 meters Scaled)
 AX2545
 AX2545                          SUPERSEDED SURVEY CONTROL
 AX2545
 AX2545  NGVD 29 (12/23/87)   29.649  (m)           97.27   (f) ADJUSTED    1 1
 AX2545
 AX2545.Superseded values are not recommended for survey control.
 AX2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2545.See file dsdata.txt to determine how the superseded data were derived.
 AX2545
 AX2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT905610(NAD 83)
 AX2545_MARKER: I = METAL ROD
 AX2545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2545_SP_SET: STAINLESS STEEL ROD
 AX2545_STAMPING: J 1506 1987
 AX2545_MARK LOGO: NGS   
 AX2545_PROJECTION: FLUSH
 AX2545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2545_ROD/PIPE-DEPTH: 7.3  meters
 AX2545
 AX2545  HISTORY     - Date     Condition        Report By
 AX2545  HISTORY     - 1987     MONUMENTED       NGS
 AX2545  HISTORY     - 19951210 GOOD             USPSQD
 AX2545  HISTORY     - 19980207 GOOD             USPSQD
 AX2545
 AX2545                          STATION DESCRIPTION
 AX2545
 AX2545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2545'0.5 KM (0.3 MI) SW FROM KENDLETON.
 AX2545'0.53 KM (0.33 MI) SOUTHWEST ALONG BUSINESS ROUTE 59 FROM THE JUNCTION
 AX2545'OF FM ROAD 2919 IN KENDLETON, 18.2 METERS (59.8 FT) NORTHWEST OF THE
 AX2545'CENTERLINE OF THE ROAD, 11.6 METERS (38.3 FT) SOUTHEAST OF THE
 AX2545'SOUTHEAST RAIL OF THE MAIN TRACKS OF THE SOUTHERN PACIFIC COMPANY
 AX2545'RAILROAD, 0.9 METER (3.0 FT) NORTHEAST OF RAILROAD MILEPOST 14.
 AX2545'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2545'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AX2545'THE MARK IS 0.5 M BELOW THE ROAD.
 AX2545
 AX2545                          STATION RECOVERY (1995)
 AX2545
 AX2545'RECOVERY NOTE BY US POWER SQUADRON 1995
 AX2545'RECOVERED IN GOOD CONDITION.
 AX2545
 AX2545                          STATION RECOVERY (1998)
 AX2545
 AX2545'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5548 ***********************************************************************
 AW5548  DESIGNATION -  J 1509
 AW5548  PID         -  AW5548
 AW5548  STATE/COUNTY-  TX/BRAZORIA
 AW5548  USGS QUAD   -  FRIENDSWOOD (1995)
 AW5548
 AW5548                         *CURRENT SURVEY CONTROL
 AW5548  ___________________________________________________________________
 AW5548* NAD 83(1986)-  29 30 08.     (N)    095 14 51.     (W)     SCALED    
 AW5548* NAVD 88     -        11.492  (meters)      37.70   (feet)  ADJUSTED  
 AW5548  ___________________________________________________________________
 AW5548  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW5548  DYNAMIC HT  -          11.476 (meters)      37.65  (feet)  COMP
 AW5548  MODELED GRAV-     979,268.1   (mgal)                       NAVD 88
 AW5548
 AW5548  VERT ORDER  -  FIRST     CLASS II
 AW5548
 AW5548.The horizontal coordinates were scaled from a topographic map and have
 AW5548.an estimated accuracy of +/- 6 seconds.
 AW5548
 AW5548.The orthometric height was determined by differential leveling
 AW5548.and adjusted by the National Geodetic Survey in June 1991..
 AW5548
 AW5548.The geoid height was determined by GEOID03.
 AW5548
 AW5548.The dynamic height is computed by dividing the NAVD 88
 AW5548.geopotential number by the normal gravity value computed on the
 AW5548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5548.degrees latitude (g = 980.6199 gals.).
 AW5548
 AW5548.The modeled gravity was interpolated from observed gravity values.
 AW5548
 AW5548;                    North         East    Units  Estimated Accuracy
 AW5548;SPC TXSC     - 4,190,790.      963,750.      MT  (+/- 180 meters Scaled)
 AW5548
 AW5548                          SUPERSEDED SURVEY CONTROL
 AW5548
 AW5548  NGVD 29 (12/23/87)   11.488  (m)           37.69   (f) ADJUSTED    1 2
 AW5548
 AW5548.Superseded values are not recommended for survey control.
 AW5548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5548.See file dsdata.txt to determine how the superseded data were derived.
 AW5548
 AW5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN821657(NAD 83)
 AW5548_MARKER: I = METAL ROD
 AW5548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5548_SP_SET: STAINLESS STEEL ROD
 AW5548_STAMPING: J 1509 1986
 AW5548_MARK LOGO: NGS   
 AW5548_PROJECTION: FLUSH
 AW5548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5548+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW5548_ROD/PIPE-DEPTH: 8.5  meters
 AW5548
 AW5548  HISTORY     - Date     Condition        Report By
 AW5548  HISTORY     - 1986     MONUMENTED       NGS
 AW5548  HISTORY     - 19960928 GOOD             USPSQD
 AW5548  HISTORY     - 20051009 GOOD             USPSQD
 AW5548
 AW5548                          STATION DESCRIPTION
 AW5548
 AW5548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5548'11.7 KM (7.3 MI) NORTH FROM ALVIN.
 AW5548'3.7 KM (2.3 MI) NORTHERLY ALONG BUSINESS STATE HIGHWAY 35 FROM THE
 AW5548'ATCHISON TOPEKA AND SANTA FE RAILROAD STATION IN ALVIN, THENCE 8.0 KM
 AW5548'(4.95 MI) NORTHERLY ALONG STATE HIGHWAY 35, 39.3 M (128.9 FT) WEST OF
 AW5548'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 21.6 M (70.9
 AW5548'FT) EAST OF A FENCE CORNER, 12.8 M (42.0 FT) WEST OF THE CENTER OF A
 AW5548'DRIVEWAY LEADING NORTH TO THE QUALITY CONTROL INSPECTION COMPANY, 7.0
 AW5548'M (23.0 FT) NORTH OF THE CENTER OF A PAVED ROAD LEADING WEST, AND 1.6
 AW5548'M (5.2 FT) WEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5548'THROUGH A 5-INCH LOGO CAP.
 AW5548'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 AW5548'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5548
 AW5548                          STATION RECOVERY (1996)
 AW5548
 AW5548'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5548'RECOVERED IN GOOD CONDITION.
 AW5548
 AW5548                          STATION RECOVERY (2005)
 AW5548
 AW5548'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW5548'FOUND MARK AS DESCRIBED. MARK IS BELOW3 THE GRASS. WITNESS POST STILL
 AW5548'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0535 ***********************************************************************
 CR0535  DESIGNATION -  J 151
 CR0535  PID         -  CR0535
 CR0535  STATE/COUNTY-  TX/HENDERSON
 CR0535  USGS QUAD   -  MALLARD HILL (1984)
 CR0535
 CR0535                         *CURRENT SURVEY CONTROL
 CR0535  ___________________________________________________________________
 CR0535* NAD 83(1986)-  32 10 23.     (N)    095 58 45.     (W)     SCALED    
 CR0535* NAVD 88     -       109.422  (meters)     359.00   (feet)  ADJUSTED  
 CR0535  ___________________________________________________________________
 CR0535  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0535  DYNAMIC HT  -         109.296 (meters)     358.58  (feet)  COMP
 CR0535  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 CR0535
 CR0535  VERT ORDER  -  SECOND    CLASS 0
 CR0535
 CR0535.The horizontal coordinates were scaled from a topographic map and have
 CR0535.an estimated accuracy of +/- 6 seconds.
 CR0535
 CR0535.The orthometric height was determined by differential leveling
 CR0535.and adjusted by the National Geodetic Survey in June 1991..
 CR0535
 CR0535.The geoid height was determined by GEOID03.
 CR0535
 CR0535.The dynamic height is computed by dividing the NAVD 88
 CR0535.geopotential number by the normal gravity value computed on the
 CR0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0535.degrees latitude (g = 980.6199 gals.).
 CR0535
 CR0535.The modeled gravity was interpolated from observed gravity values.
 CR0535
 CR0535;                    North         East    Units  Estimated Accuracy
 CR0535;SPC TXNC     - 2,059,010.      837,730.      MT  (+/- 180 meters Scaled)
 CR0535
 CR0535                          SUPERSEDED SURVEY CONTROL
 CR0535
 CR0535  NGVD 29 (??/??/92)  109.428  (m)          359.01   (f) ADJ UNCH    2 0
 CR0535
 CR0535.Superseded values are not recommended for survey control.
 CR0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0535.See file dsdata.txt to determine how the superseded data were derived.
 CR0535
 CR0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR190635(NAD 83)
 CR0535_MARKER: DB = BENCH MARK DISK
 CR0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0535_SP_SET: CULVERT
 CR0535_STAMPING: J 151 1933
 CR0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0535
 CR0535  HISTORY     - Date     Condition        Report By
 CR0535  HISTORY     - 1933     MONUMENTED       CGS
 CR0535  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0535
 CR0535                          STATION DESCRIPTION
 CR0535
 CR0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CR0535'1.9 MI E FROM MALAKOFF.
 CR0535'1.9 MILES EAST OF, ALONG ST.L.S.W.RY.  MILEPOST 591 PLUS 24 1/2 POLES,
 CR0535'ON TOP OF EAST END OF SOUTH HEADWALL OF 9 FOOT CONCRETE BOX RAILROAD
 CR0535'CULVERT, WEST END OF RAILROAD CURVE.  TABLET CEMENTED IN CONCRETE.
 CR0535
 CR0535                          STATION RECOVERY (2004)
 CR0535
 CR0535'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CR0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2000 ***********************************************************************
 BL2000  DESIGNATION -  J 1510
 BL2000  PID         -  BL2000
 BL2000  STATE/COUNTY-  TX/HARRIS
 BL2000  USGS QUAD   -  SPRING (1982)
 BL2000
 BL2000                         *CURRENT SURVEY CONTROL
 BL2000  ___________________________________________________________________
 BL2000* NAD 83(1986)-  30 05 30.     (N)    095 28 45.     (W)     SCALED    
 BL2000* NAVD 88     -        40.987  (meters)     134.47   (feet)  ADJUSTED  
 BL2000  ___________________________________________________________________
 BL2000  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL2000  DYNAMIC HT  -          40.932 (meters)     134.29  (feet)  COMP
 BL2000  MODELED GRAV-     979,300.5   (mgal)                       NAVD 88
 BL2000
 BL2000  VERT ORDER  -  FIRST     CLASS II
 BL2000
 BL2000.The horizontal coordinates were scaled from a topographic map and have
 BL2000.an estimated accuracy of +/- 6 seconds.
 BL2000
 BL2000.The orthometric height was determined by differential leveling
 BL2000.and adjusted by the National Geodetic Survey in June 1991..
 BL2000
 BL2000.The geoid height was determined by GEOID03.
 BL2000
 BL2000.The dynamic height is computed by dividing the NAVD 88
 BL2000.geopotential number by the normal gravity value computed on the
 BL2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2000.degrees latitude (g = 980.6199 gals.).
 BL2000
 BL2000.The modeled gravity was interpolated from observed gravity values.
 BL2000
 BL2000;                    North         East    Units  Estimated Accuracy
 BL2000;SPC TXSC     - 4,255,400.      939,330.      MT  (+/- 180 meters Scaled)
 BL2000
 BL2000                          SUPERSEDED SURVEY CONTROL
 BL2000
 BL2000  NGVD 29 (12/23/87)   40.986  (m)          134.47   (f) ADJUSTED    1 2
 BL2000
 BL2000.Superseded values are not recommended for survey control.
 BL2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2000.See file dsdata.txt to determine how the superseded data were derived.
 BL2000
 BL2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP610315(NAD 83)
 BL2000_MARKER: I = METAL ROD
 BL2000_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2000_SP_SET: STAINLESS STEEL ROD
 BL2000_STAMPING: J 1510 1987
 BL2000_MARK LOGO: NGS   
 BL2000_PROJECTION: FLUSH
 BL2000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2000_ROD/PIPE-DEPTH: 8.2  meters
 BL2000
 BL2000  HISTORY     - Date     Condition        Report By
 BL2000  HISTORY     - 1987     MONUMENTED       NGS
 BL2000  HISTORY     - 19950905 GOOD             USPSQD
 BL2000
 BL2000                          STATION DESCRIPTION
 BL2000
 BL2000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2000'6.1 KM (3.8 MI) WEST FROM SPRING.
 BL2000'6.1 KM (3.8 MI) WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS
 BL2000'JUNCTION WITH HARDY STREET IN SPRING, 91.1 M (298.9 FT) WEST OF THE
 BL2000'CENTERLINE OF MOSSY OAK DRIVE, 14.3 M (46.9 FT) SOUTH OF THE NEAR
 BL2000'RAIL, AND 6.0 M (19.7 FT) WEST OF A FENCE CORNER.  NOTE--ACCESS TO
 BL2000'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2000'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 BL2000'THE MARK IS 1.0 M BELOW THE TRACKS.
 BL2000
 BL2000                          STATION RECOVERY (1995)
 BL2000
 BL2000'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5628 ***********************************************************************
 AW5628  DESIGNATION -  J 1511
 AW5628  PID         -  AW5628
 AW5628  STATE/COUNTY-  TX/HARRIS
 AW5628  USGS QUAD   -  ALDINE (1995)
 AW5628
 AW5628                         *CURRENT SURVEY CONTROL
 AW5628  ___________________________________________________________________
 AW5628* NAD 83(1986)-  29 56 44.     (N)    095 26 11.     (W)     SCALED    
 AW5628* NAVD 88     -        28.675  (meters)      94.08   (feet)  ADJUSTED  
 AW5628  ___________________________________________________________________
 AW5628  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AW5628  DYNAMIC HT  -          28.636 (meters)      93.95  (feet)  COMP
 AW5628  MODELED GRAV-     979,294.9   (mgal)                       NAVD 88
 AW5628
 AW5628  VERT ORDER  -  FIRST     CLASS II
 AW5628
 AW5628.The horizontal coordinates were scaled from a topographic map and have
 AW5628.an estimated accuracy of +/- 6 seconds.
 AW5628
 AW5628.The orthometric height was determined by differential leveling
 AW5628.and adjusted by the National Geodetic Survey in June 1991..
 AW5628
 AW5628.The geoid height was determined by GEOID03.
 AW5628
 AW5628.The dynamic height is computed by dividing the NAVD 88
 AW5628.geopotential number by the normal gravity value computed on the
 AW5628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5628.degrees latitude (g = 980.6199 gals.).
 AW5628
 AW5628.The modeled gravity was interpolated from observed gravity values.
 AW5628
 AW5628;                    North         East    Units  Estimated Accuracy
 AW5628;SPC TXSC     - 4,239,340.      943,950.      MT  (+/- 180 meters Scaled)
 AW5628
 AW5628                          SUPERSEDED SURVEY CONTROL
 AW5628
 AW5628  NGVD 29 (12/23/87)   28.672  (m)           94.07   (f) ADJUSTED    1 2
 AW5628
 AW5628.Superseded values are not recommended for survey control.
 AW5628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5628.See file dsdata.txt to determine how the superseded data were derived.
 AW5628
 AW5628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP648152(NAD 83)
 AW5628_MARKER: I = METAL ROD
 AW5628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5628_SP_SET: STAINLESS STEEL ROD
 AW5628_STAMPING: J 1511 1987
 AW5628_MARK LOGO: NGS   
 AW5628_PROJECTION: FLUSH
 AW5628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5628+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW5628_ROD/PIPE-DEPTH: 7.9  meters
 AW5628
 AW5628  HISTORY     - Date     Condition        Report By
 AW5628  HISTORY     - 1987     MONUMENTED       NGS
 AW5628  HISTORY     - 20051012 GOOD             USPSQD
 AW5628
 AW5628                          STATION DESCRIPTION
 AW5628
 AW5628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5628'9.3 KM (5.8 MI) NW FROM ALDINE.
 AW5628'5.4 KM (3.35 MI) WESTERLY ALONG FARM ROAD 525 FROM THE HIGH SCHOOL IN
 AW5628'ALDINE, THENCE 2.0 KM (1.25 MI) NORTH ALONG INTERSTATE HIGHWAY 45 EAST
 AW5628'FRONTAGE ROAD, THENCE 1.9 KM (1.2 MI) WEST ALONG GREENS AND GEARS
 AW5628'ROADS, 43.9 M (144.0 FT) EAST OF THE EXTENDED CENTERLINE OF SPEARS
 AW5628'ROAD, 24.2 M (79.4 FT) SOUTH OF THE CENTERLINE OF GEARS ROAD, 18.9 M
 AW5628'(62.0 FT) EAST OF A FENCE, 0.5 M (1.6 FT) NORTHWEST OF THE NORTHWEST
 AW5628'EDGE OF A SIDEWALK, AND 0.3 M (1.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE
 AW5628'OF A CONCRETE PAD SUPPORTING 2 PARK BENCHES.  NOTE--ACCESS TO DATUM
 AW5628'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5628'THE MARK IS ABOVE LEVEL WITH A SIDEWALK.
 AW5628
 AW5628                          STATION RECOVERY (2005)
 AW5628
 AW5628'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5628'FOUND AS DESCRIBED. PARK BENCH IS A VERY GOOD REFERANCE. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5614 ***********************************************************************
 AW5614  DESIGNATION -  J 1512
 AW5614  PID         -  AW5614
 AW5614  STATE/COUNTY-  TX/HARRIS
 AW5614  USGS QUAD   -  HARMASTON (1982)
 AW5614
 AW5614                         *CURRENT SURVEY CONTROL
 AW5614  ___________________________________________________________________
 AW5614* NAD 83(1986)-  29 59 58.     (N)    095 12 21.     (W)     SCALED    
 AW5614* NAVD 88     -        22.050  (meters)      72.34   (feet)  ADJUSTED  
 AW5614  ___________________________________________________________________
 AW5614  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW5614  DYNAMIC HT  -          22.020 (meters)      72.24  (feet)  COMP
 AW5614  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 AW5614
 AW5614  VERT ORDER  -  FIRST     CLASS II
 AW5614
 AW5614.The horizontal coordinates were scaled from a topographic map and have
 AW5614.an estimated accuracy of +/- 6 seconds.
 AW5614
 AW5614.The orthometric height was determined by differential leveling
 AW5614.and adjusted by the National Geodetic Survey in June 1991..
 AW5614
 AW5614.The geoid height was determined by GEOID03.
 AW5614
 AW5614.The dynamic height is computed by dividing the NAVD 88
 AW5614.geopotential number by the normal gravity value computed on the
 AW5614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5614.degrees latitude (g = 980.6199 gals.).
 AW5614
 AW5614.The modeled gravity was interpolated from observed gravity values.
 AW5614
 AW5614;                    North         East    Units  Estimated Accuracy
 AW5614;SPC TXSC     - 4,246,010.      966,000.      MT  (+/- 180 meters Scaled)
 AW5614
 AW5614                          SUPERSEDED SURVEY CONTROL
 AW5614
 AW5614  NGVD 29 (12/23/87)   22.048  (m)           72.34   (f) ADJUSTED    1 2
 AW5614
 AW5614.Superseded values are not recommended for survey control.
 AW5614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5614.See file dsdata.txt to determine how the superseded data were derived.
 AW5614
 AW5614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP872207(NAD 83)
 AW5614_MARKER: I = METAL ROD
 AW5614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5614_SP_SET: STAINLESS STEEL ROD
 AW5614_STAMPING: J 1512 1987
 AW5614_MARK LOGO: NGS   
 AW5614_PROJECTION: FLUSH
 AW5614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5614+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 AW5614_ROD/PIPE-DEPTH: 14.6 meters
 AW5614
 AW5614  HISTORY     - Date     Condition        Report By
 AW5614  HISTORY     - 1987     MONUMENTED       NGS
 AW5614  HISTORY     - 19990916 GOOD             USPSQD
 AW5614  HISTORY     - 20040316 GOOD             USPSQD
 AW5614
 AW5614                          STATION DESCRIPTION
 AW5614
 AW5614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5614'6.3 KM (3.9 MI) EAST FROM HUMBLE.
 AW5614'6.3 KM (3.9 MI) EASTERLY ALONG FARM ROAD 1960 BUSINESS FROM ITS
 AW5614'JUNCTION WITH U.S. HIGHWAY 59 IN HUMBLE, 13.4 M (44.0 FT) NORTH OF THE
 AW5614'CENTERLINE OF THE WEST BOUND LANES OF THE ROAD, 11.3 M (37.1 FT) EAST
 AW5614'OF THE CENTERLINE OF ARTESIAN WAY, 7.6 M (24.9 FT) SOUTH OF THE CENTER
 AW5614'OF A DRIVEWAY, 1.7 M (5.6 FT) NORTH OF A PILLAR, 1.7 M (5.6 FT) SOUTH
 AW5614'OF A PILLAR, AND 0.3 M (1.0 FT) WEST OF A SMALL BRICK WALL WITH A
 AW5614'SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5614'THE MARK IS ABOVE LEVEL WITH ARTESIAN WAY.
 AW5614
 AW5614                          STATION RECOVERY (1999)
 AW5614
 AW5614'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5614'RECOVERED IN GOOD CONDITION.
 AW5614
 AW5614                          STATION RECOVERY (2004)
 AW5614
 AW5614'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2008 ***********************************************************************
 BL2008  DESIGNATION -  J 1513
 BL2008  PID         -  BL2008
 BL2008  STATE/COUNTY-  TX/WALKER
 BL2008  USGS QUAD   -  RIVERSIDE (1997)
 BL2008
 BL2008                         *CURRENT SURVEY CONTROL
 BL2008  ___________________________________________________________________
 BL2008* NAD 83(1993)-  30 46 30.04948(N)    095 23 47.84160(W)     ADJUSTED  
 BL2008* NAVD 88     -       103.460  (meters)     339.44   (feet)  ADJUSTED  
 BL2008  ___________________________________________________________________
 BL2008  X           -    -515,849.213 (meters)                     COMP
 BL2008  Y           -  -5,460,550.145 (meters)                     COMP
 BL2008  Z           -   3,244,526.546 (meters)                     COMP
 BL2008  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BL2008  ELLIP HEIGHT-          76.41  (meters)          (02/16/96) GPS OBS
 BL2008  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BL2008  DYNAMIC HT  -         103.325 (meters)     338.99  (feet)  COMP
 BL2008  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BL2008
 BL2008  HORZ ORDER  -  THIRD
 BL2008  VERT ORDER  -  FIRST     CLASS I
 BL2008  ELLP ORDER  -  FIFTH     CLASS I
 BL2008
 BL2008.The horizontal coordinates were established by GPS observations
 BL2008.and adjusted by the National Geodetic Survey in February 1996..
 BL2008
 BL2008.The orthometric height was determined by differential leveling
 BL2008.and adjusted by the National Geodetic Survey in June 1991..
 BL2008
 BL2008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2008
 BL2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2008
 BL2008.The ellipsoidal height was determined by GPS observations
 BL2008.and is referenced to NAD 83.
 BL2008
 BL2008.The geoid height was determined by GEOID03.
 BL2008
 BL2008.The dynamic height is computed by dividing the NAVD 88
 BL2008.geopotential number by the normal gravity value computed on the
 BL2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2008.degrees latitude (g = 980.6199 gals.).
 BL2008
 BL2008.The modeled gravity was interpolated from observed gravity values.
 BL2008
 BL2008;                    North         East     Units Scale Factor Converg.
 BL2008;SPC TX C     - 3,133,349.113 1,172,372.901   MT  0.99988950   +2 32 33.7
 BL2008;SPC TX C     -10,279,996.21  3,846,360.09   sFT  0.99988950   +2 32 33.7
 BL2008;UTM  15      - 3,407,123.619   270,636.372   MT  1.00024900   -1 13 36.5
 BL2008
 BL2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2008!SPC TX C     -   0.99998800  x   0.99988950  =   0.99987750
 BL2008!UTM  15      -   0.99998800  x   1.00024900  =   1.00023700
 BL2008
 BL2008                          SUPERSEDED SURVEY CONTROL
 BL2008
 BL2008  NAD 83(1986)-  30 46 30.06165(N)    095 23 47.82364(W) AD(       ) 3
 BL2008  NGVD 29 (12/23/87)  103.469  (m)          339.46   (f) ADJUSTED    1 1
 BL2008
 BL2008.Superseded values are not recommended for survey control.
 BL2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2008.See file dsdata.txt to determine how the superseded data were derived.
 BL2008
 BL2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7063607124(NAD 83)
 BL2008_MARKER: I = METAL ROD
 BL2008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2008_SP_SET: STAINLESS STEEL ROD
 BL2008_STAMPING: J 1513 1987
 BL2008_MARK LOGO: NGS   
 BL2008_PROJECTION: FLUSH
 BL2008_MAGNETIC: I = MARKER IS A STEEL ROD
 BL2008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2008+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1991
 BL2008_ROD/PIPE-DEPTH: 4.6  meters
 BL2008
 BL2008  HISTORY     - Date     Condition        Report By
 BL2008  HISTORY     - 1987     MONUMENTED       NGS
 BL2008  HISTORY     - 19910218 GOOD             NGS
 BL2008
 BL2008                          STATION DESCRIPTION
 BL2008
 BL2008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2008'8.8 KM (5.45 MI) SW FROM RIVERSIDE.
 BL2008'THE MARK IS 0.3 M BELOW THE ROAD.
 BL2008'8.8 KM (5.45 MI) SOUTHWESTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 BL2008'FROM ITS JUNCTION WITH FARM ROAD 980 IN RIVERSIDE, 47.2 M (154.9 FT)
 BL2008'NORTHWEST OF A T-FENCE CORNER, 35.1 M (115.2 FT) SOUTHEAST OF THE NEAR
 BL2008'RAIL, AND 11.1 M (36.4 FT) SOUTHEAST OF THE CENTERLINE OF FARM ROAD
 BL2008'405.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2008'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 BL2008
 BL2008                          STATION RECOVERY (1991)
 BL2008
 BL2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BL2008'THE STATION IS LOCATED ABOUT 3.38 KM (2.10 MI) NORTH OF THE SMALL
 BL2008'COMMUNITY OF DODGE, ON THE NORTHEAST SIDE OF COUNTY ROAD 405, ON THE
 BL2008'WEST SIDE OF A BARBED WIRE FENCE AND 0.8 KM (0.5 MI) SOUTH OF CLARY
 BL2008'ANGUS RANCH ROAD. OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION, P.O.
 BL2008'BOX 280, LUFKIN, TX 75902.  PHONE 409-634-4433.
 BL2008'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 405 AND OAK
 BL2008'HURST ROAD (LOCATED ABOUT 0.08 KM (0.05 MI) NORTH OF THE FIRST BAPIST
 BL2008'CHURCH) IN THE CENTER OF DODGE, GO NORTH ON COUNTY ROAD 405 FOR 3.38
 BL2008'KM (2.10 MI) TO THE STATION ON THE RIGHT.
 BL2008'THE STATION IS LOCATED 47.1 M (154.5 FT) NORTHWEST OF TELEPHONE CABLE
 BL2008'JUNCTION BOX NUMBER 717, 11.1 M (36.4 FT) NORTHEAST OF THE CENTER OF
 BL2008'COUNTY ROAD 405, 0.3 M (1.0 FT) SOUTHWEST OF A BARBED WIRE FENCE AND
 BL2008'0.3 M (1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2569 ***********************************************************************
 AX2569  DESIGNATION -  J 1515
 AX2569  PID         -  AX2569
 AX2569  STATE/COUNTY-  TX/JACKSON
 AX2569  USGS QUAD   -  LOUISE (1981)
 AX2569
 AX2569                         *CURRENT SURVEY CONTROL
 AX2569  ___________________________________________________________________
 AX2569* NAD 83(1986)-  29 05 02.     (N)    096 26 56.     (W)     SCALED    
 AX2569* NAVD 88     -        21.574  (meters)      70.78   (feet)  ADJUSTED  
 AX2569  ___________________________________________________________________
 AX2569  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX2569  DYNAMIC HT  -          21.544 (meters)      70.68  (feet)  COMP
 AX2569  MODELED GRAV-     979,223.9   (mgal)                       NAVD 88
 AX2569
 AX2569  VERT ORDER  -  FIRST     CLASS I
 AX2569
 AX2569.The horizontal coordinates were scaled from a topographic map and have
 AX2569.an estimated accuracy of +/- 6 seconds.
 AX2569
 AX2569.The orthometric height was determined by differential leveling
 AX2569.and adjusted by the National Geodetic Survey in June 1991..
 AX2569
 AX2569.The geoid height was determined by GEOID03.
 AX2569
 AX2569.The dynamic height is computed by dividing the NAVD 88
 AX2569.geopotential number by the normal gravity value computed on the
 AX2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2569.degrees latitude (g = 980.6199 gals.).
 AX2569
 AX2569.The modeled gravity was interpolated from observed gravity values.
 AX2569
 AX2569;                    North         East    Units  Estimated Accuracy
 AX2569;SPC TXSC     - 4,141,300.      848,330.      MT  (+/- 180 meters Scaled)
 AX2569
 AX2569                          SUPERSEDED SURVEY CONTROL
 AX2569
 AX2569  NGVD 29 (12/23/87)   21.582  (m)           70.81   (f) ADJUSTED    1 1
 AX2569
 AX2569.Superseded values are not recommended for survey control.
 AX2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2569.See file dsdata.txt to determine how the superseded data were derived.
 AX2569
 AX2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT483199(NAD 83)
 AX2569_MARKER: I = METAL ROD
 AX2569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2569_SP_SET: STAINLESS STEEL ROD
 AX2569_STAMPING: J 1515 1987
 AX2569_MARK LOGO: NGS   
 AX2569_PROJECTION: FLUSH
 AX2569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2569_ROD/PIPE-DEPTH: 7.3  meters
 AX2569
 AX2569  HISTORY     - Date     Condition        Report By
 AX2569  HISTORY     - 1987     MONUMENTED       NGS
 AX2569  HISTORY     - 19980725 GOOD             USPSQD
 AX2569
 AX2569                          STATION DESCRIPTION
 AX2569
 AX2569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2569'5.8 KM (3.6 MI) SW FROM LOUISE.
 AX2569'1.28 KM (0.8 MI) SOUTHWEST ALONG HIGHWAY LOOP 523 FROM THE JUNCTION OF
 AX2569'FM ROAD 1160 IN LOUISE, THENCE 1.00 KM (0.62 MI) WEST ALONG FM ROAD
 AX2569'647, THENCE 3.53 KM (2.19 MI) SOUTHWEST ALONG US HIGHWAY 59, AT THE
 AX2569'WHARTON-JACKSON COUNTY LINE, 19.3 METERS (63.5 FT) NORTHWEST OF THE
 AX2569'CENTERLINE OF HIGHWAY 59 SOUTHBOUND, 10.2 METERS (33.5 FT) NORTHWEST
 AX2569'OF MILE POST 0, 7.9 METERS (26.0 FT) NORTHEAST OF THE NORTHEASTMOST 1
 AX2569'OF 3 BRACED FENCE POSTS, 0.6 METER (2.0 FT) SOUTHEAST OF A FENCE.
 AX2569'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2569'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 AX2569'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AX2569
 AX2569                          STATION RECOVERY (1998)
 AX2569
 AX2569'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3142 ***********************************************************************
 AA3142  DESIGNATION -  J 1516
 AA3142  PID         -  AA3142
 AA3142  STATE/COUNTY-  TX/TARRANT
 AA3142  USGS QUAD   -  EULESS (1981)
 AA3142
 AA3142                         *CURRENT SURVEY CONTROL
 AA3142  ___________________________________________________________________
 AA3142* NAD 83(1986)-  32 45 49.     (N)    097 03 50.     (W)     SCALED    
 AA3142* NAVD 88     -       157.850  (meters)     517.88   (feet)  ADJUSTED  
 AA3142  ___________________________________________________________________
 AA3142  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AA3142  DYNAMIC HT  -         157.667 (meters)     517.28  (feet)  COMP
 AA3142  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 AA3142
 AA3142  VERT ORDER  -  FIRST     CLASS II
 AA3142
 AA3142.The horizontal coordinates were scaled from a topographic map and have
 AA3142.an estimated accuracy of +/- 6 seconds.
 AA3142
 AA3142.The orthometric height was determined by differential leveling
 AA3142.and adjusted by the National Geodetic Survey in April 2001..
 AA3142
 AA3142.The geoid height was determined by GEOID03.
 AA3142
 AA3142.The dynamic height is computed by dividing the NAVD 88
 AA3142.geopotential number by the normal gravity value computed on the
 AA3142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3142.degrees latitude (g = 980.6199 gals.).
 AA3142
 AA3142.The modeled gravity was interpolated from observed gravity values.
 AA3142
 AA3142;                    North         East    Units  Estimated Accuracy
 AA3142;SPC TXNC     - 2,122,560.      734,550.      MT  (+/- 180 meters Scaled)
 AA3142
 AA3142                          SUPERSEDED SURVEY CONTROL
 AA3142
 AA3142.No superseded survey control is available for this station.
 AA3142
 AA3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB813267(NAD 83)
 AA3142_MARKER: DV = VERTICAL CONTROL DISK
 AA3142_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3142_SP_SET: BRIDGE ABUTMENT
 AA3142_STAMPING: J 1516 1994
 AA3142_MARK LOGO: NGS   
 AA3142_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3142+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1996
 AA3142
 AA3142  HISTORY     - Date     Condition        Report By
 AA3142  HISTORY     - 1994     MONUMENTED       NGS
 AA3142  HISTORY     - 19961008 GOOD             NGS
 AA3142  HISTORY     - 19970301 GOOD             USPSQD
 AA3142
 AA3142                          STATION DESCRIPTION
 AA3142
 AA3142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3142'IN ARLINGTON, AT THE INTERSECTION OF WATSON ROAD AND LAMAR BOULEVARD,
 AA3142'IN TOP OF AND 0.8 M (2.6 FT) EAST OF THE WEST END OF THE SOUTH
 AA3142'CONCRETE ABUTMENT OF THE ROAD BRIDGE SPANNING JOHNSON CREEK, 145.6 M
 AA3142'(477.7 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 AA3142'BOULEVARD, 4.9 M (16.1 FT) WEST OF THE ROAD CENTERLINE, AND 0.2 M (0.7
 AA3142'FT) ABOVE THE LEVEL OF THE ROAD.
 AA3142
 AA3142                          STATION RECOVERY (1996)
 AA3142
 AA3142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA3142'IN ARLINGTON, AT THE INTERSECTION OF WATSON ROAD AND LAMAR BOULEVARD,
 AA3142'IN TOP OF AND 0.8 M (2.6 FT) EAST OF THE WEST END OF THE SOUTH
 AA3142'CONCRETE ABUTMENT OF A BRIDGE SPANNING JOHNSON CREEK, 145.6 M (477.7
 AA3142'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE BOULEVARD,
 AA3142'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.
 AA3142
 AA3142                          STATION RECOVERY (1997)
 AA3142
 AA3142'RECOVERY NOTE BY US POWER SQUADRON 1997
 AA3142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0746 ***********************************************************************
 CE0746  DESIGNATION -  J 1517
 CE0746  PID         -  CE0746
 CE0746  STATE/COUNTY-  TX/EL PASO
 CE0746  USGS QUAD   -  HELMS WEST WELL (1995)
 CE0746
 CE0746                         *CURRENT SURVEY CONTROL
 CE0746  ___________________________________________________________________
 CE0746* NAD 83(1986)-  31 49 46.     (N)    106 05 32.     (W)     SCALED    
 CE0746* NAVD 88     -      1305.536  (meters)    4283.25   (feet)  ADJUSTED  
 CE0746  ___________________________________________________________________
 CE0746  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CE0746  DYNAMIC HT  -        1303.562 (meters)    4276.77  (feet)  COMP
 CE0746  MODELED GRAV-     979,081.8   (mgal)                       NAVD 88
 CE0746
 CE0746  VERT ORDER  -  FIRST     CLASS I
 CE0746
 CE0746.The horizontal coordinates were scaled from a topographic map and have
 CE0746.an estimated accuracy of +/- 6 seconds.
 CE0746
 CE0746.The orthometric height was determined by differential leveling
 CE0746.and adjusted by the National Geodetic Survey in November 1996..
 CE0746
 CE0746.The geoid height was determined by GEOID03.
 CE0746
 CE0746.The dynamic height is computed by dividing the NAVD 88
 CE0746.geopotential number by the normal gravity value computed on the
 CE0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0746.degrees latitude (g = 980.6199 gals.).
 CE0746
 CE0746.The modeled gravity was interpolated from observed gravity values.
 CE0746
 CE0746;                    North         East    Units  Estimated Accuracy
 CE0746;SPC TX C     - 3,253,870.      155,070.      MT  (+/- 180 meters Scaled)
 CE0746
 CE0746                          SUPERSEDED SURVEY CONTROL
 CE0746
 CE0746.No superseded survey control is available for this station.
 CE0746
 CE0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR966220(NAD 83)
 CE0746_MARKER: DV = VERTICAL CONTROL DISK
 CE0746_SETTING: 66 = SET IN ROCK OUTCROP
 CE0746_SP_SET: BEDROCK
 CE0746_STAMPING: J 1517 1992
 CE0746_MARK LOGO: NGS   
 CE0746_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0746+STABILITY: POSITION/ELEVATION WELL
 CE0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0746+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CE0746
 CE0746  HISTORY     - Date     Condition        Report By
 CE0746  HISTORY     - 1992     MONUMENTED       NGS
 CE0746
 CE0746                          STATION DESCRIPTION
 CE0746
 CE0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CE0746'32.0 KM (19.90 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0746'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, NEAR THE WEST END OF A
 CE0746'6 BY 20-FOOT ROCK LEDGE AT THE BASE OF A 65 BY 75-FOOT AREA OF
 CE0746'OUTCROPPING BEDROCK ALONG THE NORTH SLOPE OF A HILL, 90.4 M
 CE0746'(296.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.0 M (49.2 FT) ABOVE
 CE0746'THE LEVEL OF THE HIGHWAY, 3.0 M (9.8 FT) EAST OF THE WEST END OF THE
 CE0746'LEDGE, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8443 ***********************************************************************
 AC8443  DESIGNATION -  J 1518
 AC8443  PID         -  AC8443
 AC8443  STATE/COUNTY-  TX/NUECES
 AC8443  USGS QUAD   -  PORT ARANSAS (1975)
 AC8443
 AC8443                         *CURRENT SURVEY CONTROL
 AC8443  ___________________________________________________________________
 AC8443* NAD 83(1986)-  27 45 50.     (N)    097 06 56.     (W)     SCALED    
 AC8443* NAVD 88     -         1.656  (meters)       5.43   (feet)  ADJUSTED  
 AC8443  ___________________________________________________________________
 AC8443  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AC8443  DYNAMIC HT  -           1.654 (meters)       5.43  (feet)  COMP
 AC8443  MODELED GRAV-     979,140.9   (mgal)                       NAVD 88
 AC8443
 AC8443  VERT ORDER  -  FIRST     CLASS II
 AC8443
 AC8443.The horizontal coordinates were scaled from a topographic map and have
 AC8443.an estimated accuracy of +/- 6 seconds.
 AC8443
 AC8443.The orthometric height was determined by differential leveling
 AC8443.and adjusted by the National Geodetic Survey in December 1997..
 AC8443
 AC8443.The geoid height was determined by GEOID03.
 AC8443
 AC8443.The dynamic height is computed by dividing the NAVD 88
 AC8443.geopotential number by the normal gravity value computed on the
 AC8443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8443.degrees latitude (g = 980.6199 gals.).
 AC8443
 AC8443.The modeled gravity was interpolated from observed gravity values.
 AC8443
 AC8443;                    North         East    Units  Estimated Accuracy
 AC8443;SPC TX S     - 5,233,110.      436,470.      MT  (+/- 180 meters Scaled)
 AC8443
 AC8443                          SUPERSEDED SURVEY CONTROL
 AC8443
 AC8443.No superseded survey control is available for this station.
 AC8443
 AC8443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR857724(NAD 83)
 AC8443_MARKER: I = METAL ROD
 AC8443_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8443_STAMPING: J 1518 1996
 AC8443_MARK LOGO: NGS   
 AC8443_PROJECTION: FLUSH
 AC8443_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8443+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8443_ROD/PIPE-DEPTH: 26.8 meters
 AC8443_SLEEVE-DEPTH  : 0.9 meters
 AC8443
 AC8443  HISTORY     - Date     Condition        Report By
 AC8443  HISTORY     - 1996     MONUMENTED       NGS
 AC8443  HISTORY     - 20050820 GOOD             USPSQD
 AC8443
 AC8443                          STATION DESCRIPTION
 AC8443
 AC8443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8443'8.8 KM (5.45 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AC8443'FROM THE POST OFFICE IN PORT ARANSAS, 17.7 M (58.1 FT) WEST OF THE
 AC8443'HIGHWAY CENTER, 6.6 M (21.7 FT) NORTH OF THE CENTER OF A FIELD GATE,
 AC8443'0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 AC8443'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 AC8443'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC8443'SPECIFICATIONS FOR A CLASS A MARK.
 AC8443
 AC8443                          STATION RECOVERY (2005)
 AC8443
 AC8443'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8409 ***********************************************************************
 AC8409  DESIGNATION -  J 1519
 AC8409  PID         -  AC8409
 AC8409  STATE/COUNTY-  TX/SAN PATRICIO
 AC8409  USGS QUAD   -  PORT INGLESIDE (1975)
 AC8409
 AC8409                         *CURRENT SURVEY CONTROL
 AC8409  ___________________________________________________________________
 AC8409* NAD 83(1993)-  27 50 16.73967(N)    097 13 03.25158(W)     ADJUSTED  
 AC8409* NAVD 88     -         5.628  (meters)      18.46   (feet)  ADJUSTED  
 AC8409  ___________________________________________________________________
 AC8409  X           -    -709,111.420 (meters)                     COMP
 AC8409  Y           -  -5,599,385.460 (meters)                     COMP
 AC8409  Z           -   2,960,630.858 (meters)                     COMP
 AC8409  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AC8409  ELLIP HEIGHT-         -20.84  (meters)          (07/05/05) GPS OBS
 AC8409  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AC8409  DYNAMIC HT  -           5.619 (meters)      18.43  (feet)  COMP
 AC8409  MODELED GRAV-     979,138.3   (mgal)                       NAVD 88
 AC8409
 AC8409  HORZ ORDER  -  FIRST
 AC8409  VERT ORDER  -  FIRST     CLASS II
 AC8409  ELLP ORDER  -  FOURTH    CLASS I
 AC8409
 AC8409.The horizontal coordinates were established by GPS observations
 AC8409.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 AC8409
 AC8409.The orthometric height was determined by differential leveling
 AC8409.and adjusted by the National Geodetic Survey in December 1997..
 AC8409
 AC8409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8409
 AC8409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8409
 AC8409.The ellipsoidal height was determined by GPS observations
 AC8409.and is referenced to NAD 83.
 AC8409
 AC8409.The geoid height was determined by GEOID03.
 AC8409
 AC8409.The dynamic height is computed by dividing the NAVD 88
 AC8409.geopotential number by the normal gravity value computed on the
 AC8409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8409.degrees latitude (g = 980.6199 gals.).
 AC8409
 AC8409.The modeled gravity was interpolated from observed gravity values.
 AC8409
 AC8409;                    North         East     Units Scale Factor Converg.
 AC8409;SPC TX S     - 5,241,214.361   426,328.360   MT  1.00000118   +0 34 56.0
 AC8409;SPC TX S     -17,195,550.78  1,398,712.29   sFT  1.00000118   +0 34 56.0
 AC8409;UTM  14      - 3,080,530.405   675,530.527   MT  0.99998031   +0 49 57.2
 AC8409
 AC8409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8409!SPC TX S     -   1.00000327  x   1.00000118  =   1.00000445
 AC8409!UTM  14      -   1.00000327  x   0.99998031  =   0.99998358
 AC8409
 AC8409                          SUPERSEDED SURVEY CONTROL
 AC8409
 AC8409  NAVD 88 (07/05/05)    5.63   (m)           18.5    (f) LEVELING    3  
 AC8409
 AC8409.Superseded values are not recommended for survey control.
 AC8409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8409.See file dsdata.txt to determine how the superseded data were derived.
 AC8409
 AC8409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7553180530(NAD 83)
 AC8409_MARKER: I = METAL ROD
 AC8409_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8409_STAMPING: J 1519 1997
 AC8409_MARK LOGO: NGS   
 AC8409_PROJECTION: FLUSH
 AC8409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8409+SATELLITE: SATELLITE OBSERVATIONS - 2005
 AC8409_ROD/PIPE-DEPTH: 10.0 meters
 AC8409_SLEEVE-DEPTH  : 0.90 meters
 AC8409
 AC8409  HISTORY     - Date     Condition        Report By
 AC8409  HISTORY     - 1997     MONUMENTED       NGS
 AC8409  HISTORY     - 2005     GOOD             CCTI
 AC8409
 AC8409                          STATION DESCRIPTION
 AC8409
 AC8409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8409'5.4 KM (3.35 MI) SOUTHERLY ALONG FARM ROAD 1069 FROM THE JUNCTION OF
 AC8409'STATE HIGHWAY 361 IN INGLESIDE, 15.3 M (50.2 FT) NORTH OF THE ROAD
 AC8409'CENTERLINE, 10.1 M (33.1 FT) SOUTHWEST OF THE CENTER OF A ROAD LEADING
 AC8409'TO A PUMPING STATION, 3.3 M (10.8 FT) SOUTHEAST OF A UTILITY POLE, 3.1
 AC8409'M (10.2 FT) NORTHWEST OF A UTILITY POLE, 0.4 M (1.3 FT) ABOVE THE
 AC8409'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 AC8409'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 AC8409'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC8409
 AC8409                          STATION RECOVERY (2005)
 AC8409
 AC8409'RECOVERY NOTE BY C AND C TECHNOLOGIES INCORPORATED 2005
 AC8409'RECOVERY NOTE BY C AND C TECHNOLOGIES 2005 (JEW)RECOVERED AS
 AC8409'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0322 ***********************************************************************
 CS0322  DESIGNATION -  J 152
 CS0322  PID         -  CS0322
 CS0322  STATE/COUNTY-  TX/KAUFMAN
 CS0322  USGS QUAD   -  ROSSER (1963)
 CS0322
 CS0322                         *CURRENT SURVEY CONTROL
 CS0322  ___________________________________________________________________
 CS0322* NAD 83(1986)-  32 28 42.     (N)    096 25 13.     (W)     SCALED    
 CS0322* NAVD 88     -       117.648  (meters)     385.98   (feet)  ADJUSTED  
 CS0322  ___________________________________________________________________
 CS0322  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0322  DYNAMIC HT  -         117.516 (meters)     385.55  (feet)  COMP
 CS0322  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 CS0322
 CS0322  VERT ORDER  -  SECOND    CLASS 0
 CS0322
 CS0322.The horizontal coordinates were scaled from a topographic map and have
 CS0322.an estimated accuracy of +/- 6 seconds.
 CS0322
 CS0322.The orthometric height was determined by differential leveling
 CS0322.and adjusted by the National Geodetic Survey in June 1991..
 CS0322.WARNING-Repeat measurements at this control monument indicate possible
 CS0322.vertical movement.
 CS0322
 CS0322.The geoid height was determined by GEOID03.
 CS0322
 CS0322.The dynamic height is computed by dividing the NAVD 88
 CS0322.geopotential number by the normal gravity value computed on the
 CS0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0322.degrees latitude (g = 980.6199 gals.).
 CS0322
 CS0322.The modeled gravity was interpolated from observed gravity values.
 CS0322
 CS0322;                    North         East    Units  Estimated Accuracy
 CS0322;SPC TXNC     - 2,091,940.      795,460.      MT  (+/- 180 meters Scaled)
 CS0322
 CS0322                          SUPERSEDED SURVEY CONTROL
 CS0322
 CS0322  NGVD 29 (??/??/92)  117.656  (m)          386.01   (f) ADJ UNCH    2 0
 CS0322
 CS0322.Superseded values are not recommended for survey control.
 CS0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0322.See file dsdata.txt to determine how the superseded data were derived.
 CS0322
 CS0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA424963(NAD 83)
 CS0322_MARKER: DB = BENCH MARK DISK
 CS0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0322_STAMPING: 385.883 J 152 1933
 CS0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0322+STABILITY: SURFACE MOTION
 CS0322
 CS0322  HISTORY     - Date     Condition        Report By
 CS0322  HISTORY     - 1933     MONUMENTED       CGS
 CS0322  HISTORY     - 1946     GOOD             NGS
 CS0322
 CS0322                          STATION DESCRIPTION
 CS0322
 CS0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0322'2.2 MI NE FROM ROSSER.
 CS0322'2.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE TEXAS AND NEW ORLEANS
 CS0322'RAILROAD STATION (ABANDONED) AT ROSSER.  BENCH MARK IS AT A ROAD
 CS0322'JUNCTION.  106 FEET NORTH OF AND 1.5 FEET LOWER THAN THE CENTER LINE
 CS0322'OF STATE HIGHWAY 34, 12.5 FEET WEST OF THE CENTER LINE OF A NORTH AND
 CS0322'SOUTH ROAD, 1 FOOT WEST OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET
 CS0322'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE THE
 CS0322'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8499 ***********************************************************************
 AC8499  DESIGNATION -  J 1520
 AC8499  PID         -  AC8499
 AC8499  STATE/COUNTY-  TX/NUECES
 AC8499  USGS QUAD   -  OSO CREEK NW (1975)
 AC8499
 AC8499                         *CURRENT SURVEY CONTROL
 AC8499  ___________________________________________________________________
 AC8499* NAD 83(1986)-  27 44 08.     (N)    097 25 36.     (W)     SCALED    
 AC8499* NAVD 88     -        15.621  (meters)      51.25   (feet)  ADJUSTED  
 AC8499  ___________________________________________________________________
 AC8499  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AC8499  DYNAMIC HT  -          15.597 (meters)      51.17  (feet)  COMP
 AC8499  MODELED GRAV-     979,125.4   (mgal)                       NAVD 88
 AC8499
 AC8499  VERT ORDER  -  FIRST     CLASS II
 AC8499
 AC8499.The horizontal coordinates were scaled from a topographic map and have
 AC8499.an estimated accuracy of +/- 6 seconds.
 AC8499
 AC8499.The orthometric height was determined by differential leveling
 AC8499.and adjusted by the National Geodetic Survey in December 1997..
 AC8499
 AC8499.The geoid height was determined by GEOID03.
 AC8499
 AC8499.The dynamic height is computed by dividing the NAVD 88
 AC8499.geopotential number by the normal gravity value computed on the
 AC8499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8499.degrees latitude (g = 980.6199 gals.).
 AC8499
 AC8499.The modeled gravity was interpolated from observed gravity values.
 AC8499
 AC8499;                    North         East    Units  Estimated Accuracy
 AC8499;SPC TX S     - 5,229,670.      405,830.      MT  (+/- 180 meters Scaled)
 AC8499
 AC8499                          SUPERSEDED SURVEY CONTROL
 AC8499
 AC8499.No superseded survey control is available for this station.
 AC8499
 AC8499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR550689(NAD 83)
 AC8499_MARKER: DD = SURVEY DISK
 AC8499_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8499_SP_SET: OVERPASS ABUTMENT
 AC8499_STAMPING: J 1520
 AC8499_MARK LOGO: TXHD  
 AC8499_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8499+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1997
 AC8499
 AC8499  HISTORY     - Date     Condition        Report By
 AC8499  HISTORY     - UNK      MONUMENTED       TXHD
 AC8499  HISTORY     - 19970209 GOOD             NGS
 AC8499
 AC8499                          STATION DESCRIPTION
 AC8499
 AC8499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8499'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAYS 358 AND 286,
 AC8499'AND AYERS STREET, IN TOP OF AND 1.2 M (3.9 FT) SOUTHWEST OF THE
 AC8499'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY
 AC8499'OVERPASS OF THE STREET, 30.6 M (100.4 FT) SOUTHEAST OF THE CENTERLINE
 AC8499'OF THE NORTHBOUND LANES OF THE STREET, 18.3 M (60.0 FT) NORTHEAST OF
 AC8499'THE CENTERLINE OF THE WESTBOUND LANES OF HIGHWAY 358, AND 6.1 M (20.0
 AC8499'FT) NORTH OF AND LEVEL WITH THE CENTER OF THE NORTHBOUND ON RAMP OF
 AC8499'HIGHWAY 286.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0145 ***********************************************************************
 CS0145  DESIGNATION -  J 153
 CS0145  PID         -  CS0145
 CS0145  STATE/COUNTY-  TX/HUNT
 CS0145  USGS QUAD   -  WEST TAWAKONI (1980)
 CS0145
 CS0145                         *CURRENT SURVEY CONTROL
 CS0145  ___________________________________________________________________
 CS0145* NAD 83(1986)-  32 59 31.     (N)    096 06 33.     (W)     SCALED    
 CS0145* NAVD 88     -       148.992  (meters)     488.82   (feet)  ADJUSTED  
 CS0145  ___________________________________________________________________
 CS0145  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0145  DYNAMIC HT  -         148.829 (meters)     488.28  (feet)  COMP
 CS0145  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 CS0145
 CS0145  VERT ORDER  -  SECOND    CLASS 0
 CS0145
 CS0145.The horizontal coordinates were scaled from a topographic map and have
 CS0145.an estimated accuracy of +/- 6 seconds.
 CS0145
 CS0145.The orthometric height was determined by differential leveling
 CS0145.and adjusted by the National Geodetic Survey in June 1991..
 CS0145.WARNING-Repeat measurements at this control monument indicate possible
 CS0145.vertical movement.
 CS0145
 CS0145.The geoid height was determined by GEOID03.
 CS0145
 CS0145.The dynamic height is computed by dividing the NAVD 88
 CS0145.geopotential number by the normal gravity value computed on the
 CS0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0145.degrees latitude (g = 980.6199 gals.).
 CS0145
 CS0145.The modeled gravity was interpolated from observed gravity values.
 CS0145
 CS0145;                    North         East    Units  Estimated Accuracy
 CS0145;SPC TXNC     - 2,149,500.      823,400.      MT  (+/- 180 meters Scaled)
 CS0145
 CS0145                          SUPERSEDED SURVEY CONTROL
 CS0145
 CS0145  NGVD 29 (??/??/92)  148.987  (m)          488.80   (f) ADJ UNCH    2 0
 CS0145
 CS0145.Superseded values are not recommended for survey control.
 CS0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0145.See file dsdata.txt to determine how the superseded data were derived.
 CS0145
 CS0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB701541(NAD 83)
 CS0145_MARKER: DB = BENCH MARK DISK
 CS0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0145_STAMPING: J 153 1933
 CS0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0145+STABILITY: SURFACE MOTION
 CS0145
 CS0145  HISTORY     - Date     Condition        Report By
 CS0145  HISTORY     - 1933     MONUMENTED       CGS
 CS0145  HISTORY     - 1975     MARK NOT FOUND   USGS
 CS0145  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 CS0145
 CS0145                          STATION DESCRIPTION
 CS0145
 CS0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0145'11.0 MI S FROM GREENVILLE.
 CS0145'11.0 MILES SOUTH OF, ALONG S.P.RY. CONCRETE POST, AT CASH, IN
 CS0145'SOUTHWEST CORNER OF CASH SCHOOL GROUNDS, 55 FEET NORTHEAST OF STREET
 CS0145'INTERSECTION, 0.1 MILES EAST OF RAILROAD MILEPOST 62, 125 FEET
 CS0145'SOUTHWEST OF SCHOOL BUILDING.  TABLET ON TOP OF CONCRETE POST.
 CS0145
 CS0145                          STATION RECOVERY (1975)
 CS0145
 CS0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CS0145'MARK NOT FOUND.
 CS0145
 CS0145                          STATION RECOVERY (1994)
 CS0145
 CS0145'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0561 ***********************************************************************
 DM0561  DESIGNATION -  J 154
 DM0561  PID         -  DM0561
 DM0561  STATE/COUNTY-  TX/LAMAR
 DM0561  USGS QUAD   -  ROXTON (1984)
 DM0561
 DM0561                         *CURRENT SURVEY CONTROL
 DM0561  ___________________________________________________________________
 DM0561* NAD 83(1986)-  33 31 11.     (N)    095 38 21.     (W)     SCALED    
 DM0561* NAVD 88     -       136.637  (meters)     448.28   (feet)  ADJUSTED  
 DM0561  ___________________________________________________________________
 DM0561  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DM0561  DYNAMIC HT  -         136.494 (meters)     447.81  (feet)  COMP
 DM0561  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 DM0561
 DM0561  VERT ORDER  -  SECOND    CLASS 0
 DM0561
 DM0561.The horizontal coordinates were scaled from a topographic map and have
 DM0561.an estimated accuracy of +/- 6 seconds.
 DM0561
 DM0561.The orthometric height was determined by differential leveling
 DM0561.and adjusted by the National Geodetic Survey in June 1991..
 DM0561
 DM0561.The geoid height was determined by GEOID03.
 DM0561
 DM0561.The dynamic height is computed by dividing the NAVD 88
 DM0561.geopotential number by the normal gravity value computed on the
 DM0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0561.degrees latitude (g = 980.6199 gals.).
 DM0561
 DM0561.The modeled gravity was interpolated from observed gravity values.
 DM0561
 DM0561;                    North         East    Units  Estimated Accuracy
 DM0561;SPC TXNC     - 2,209,110.      865,720.      MT  (+/- 180 meters Scaled)
 DM0561
 DM0561                          SUPERSEDED SURVEY CONTROL
 DM0561
 DM0561  NGVD 29 (??/??/92)  136.622  (m)          448.23   (f) ADJ UNCH    2 0
 DM0561
 DM0561.Superseded values are not recommended for survey control.
 DM0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0561.See file dsdata.txt to determine how the superseded data were derived.
 DM0561
 DM0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT548120(NAD 83)
 DM0561_MARKER: DB = BENCH MARK DISK
 DM0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0561_STAMPING: J 154 1933
 DM0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0561+STABILITY: SURFACE MOTION
 DM0561
 DM0561  HISTORY     - Date     Condition        Report By
 DM0561  HISTORY     - 1933     MONUMENTED       CGS
 DM0561  HISTORY     - 1935     GOOD             NGS
 DM0561  HISTORY     - 1977     MARK NOT FOUND   USGS
 DM0561  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM0561
 DM0561                          STATION DESCRIPTION
 DM0561
 DM0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0561'11 MI S FROM PARIS.
 DM0561'11 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS R.R.  ABOUT ONE MILE
 DM0561'SOUTH OF HOWLAND.  0.3 MILE NORTH OF MILEPOST 113.  OPPOSITE CATTLE
 DM0561'GUARD NO 113 B.  30 FEET NORTH OF RURAL DIRT ROAD CROSSING TRACK.  45
 DM0561'FEET EAST OF TRACK C.L.  2 FEET WEST OF FENCE, IN RAILROAD
 DM0561'RIGHT-OF-WAY.  TABLET SET IN TOP OF CONCRETE POST.
 DM0561
 DM0561                          STATION RECOVERY (1935)
 DM0561
 DM0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0561'RECOVERED IN GOOD CONDITION.
 DM0561
 DM0561                          STATION RECOVERY (1977)
 DM0561
 DM0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DM0561'A SEARCH WAS MADE OF THE AREA DESCRIBED, BUT THE BENCH MARK WAS NOT
 DM0561'RECOVERED. THE RAILROAD HAS BEEN DISMANTLED AND MOST OF THE REMAINING
 DM0561'LANDMARKS WERE DESTROYED. IT IS ASSUMED THE BENCH MARK WAS ALSO
 DM0561'DESTROYED.
 DM0561
 DM0561                          STATION RECOVERY (1995)
 DM0561
 DM0561'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0405 ***********************************************************************
 DM0405  DESIGNATION -  J 155
 DM0405  PID         -  DM0405
 DM0405  STATE/COUNTY-  TX/LAMAR
 DM0405  USGS QUAD   -  DEPORT (1964)
 DM0405
 DM0405                         *CURRENT SURVEY CONTROL
 DM0405  ___________________________________________________________________
 DM0405* NAD 83(1986)-  33 31 33.     (N)    095 19 04.     (W)     SCALED    
 DM0405* NAVD 88     -       128.529  (meters)     421.68   (feet)  ADJUSTED  
 DM0405  ___________________________________________________________________
 DM0405  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DM0405  DYNAMIC HT  -         128.394 (meters)     421.24  (feet)  COMP
 DM0405  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 DM0405
 DM0405  VERT ORDER  -  SECOND    CLASS 0
 DM0405
 DM0405.The horizontal coordinates were scaled from a topographic map and have
 DM0405.an estimated accuracy of +/- 6 seconds.
 DM0405
 DM0405.The orthometric height was determined by differential leveling
 DM0405.and adjusted by the National Geodetic Survey in June 1991..
 DM0405
 DM0405.The geoid height was determined by GEOID03.
 DM0405
 DM0405.The dynamic height is computed by dividing the NAVD 88
 DM0405.geopotential number by the normal gravity value computed on the
 DM0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0405.degrees latitude (g = 980.6199 gals.).
 DM0405
 DM0405.The modeled gravity was interpolated from observed gravity values.
 DM0405
 DM0405;                    North         East    Units  Estimated Accuracy
 DM0405;SPC TXNC     - 2,210,640.      895,540.      MT  (+/- 180 meters Scaled)
 DM0405
 DM0405                          SUPERSEDED SURVEY CONTROL
 DM0405
 DM0405  NGVD 29 (??/??/92)  128.525  (m)          421.67   (f) ADJ UNCH    2 0
 DM0405
 DM0405.Superseded values are not recommended for survey control.
 DM0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0405.See file dsdata.txt to determine how the superseded data were derived.
 DM0405
 DM0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT847119(NAD 83)
 DM0405_MARKER: DB = BENCH MARK DISK
 DM0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0405_SP_SET: PILLAR
 DM0405_STAMPING: J 155 1933
 DM0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0405
 DM0405  HISTORY     - Date     Condition        Report By
 DM0405  HISTORY     - 1933     MONUMENTED       CGS
 DM0405  HISTORY     - 1935     GOOD             NGS
 DM0405  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM0405
 DM0405                          STATION DESCRIPTION
 DM0405
 DM0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0405'IN DEPORT.
 DM0405'AT DEPORT HIGH SCHOOL, EAST SIDE OF NORTH MAIN ENTRANCE, 1.5 FEET
 DM0405'ABOVE SIDEWALK.  TABLET CEMENTED IN NORTH VERTICAL FACE OF CONCRETE
 DM0405'BASE TO BRICK PILLAR.
 DM0405
 DM0405                          STATION RECOVERY (1935)
 DM0405
 DM0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0405'RECOVERED IN GOOD CONDITION.
 DM0405
 DM0405                          STATION RECOVERY (1995)
 DM0405
 DM0405'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0264 ***********************************************************************
 DM0264  DESIGNATION -  J 156
 DM0264  PID         -  DM0264
 DM0264  STATE/COUNTY-  TX/TITUS
 DM0264  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM0264
 DM0264                         *CURRENT SURVEY CONTROL
 DM0264  ___________________________________________________________________
 DM0264* NAD 83(1986)-  33 09 29.     (N)    094 58 10.     (W)     SCALED    
 DM0264* NAVD 88     -       126.757  (meters)     415.87   (feet)  ADJUSTED  
 DM0264  ___________________________________________________________________
 DM0264  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM0264  DYNAMIC HT  -         126.619 (meters)     415.42  (feet)  COMP
 DM0264  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 DM0264
 DM0264  VERT ORDER  -  SECOND    CLASS 0
 DM0264
 DM0264.The horizontal coordinates were scaled from a topographic map and have
 DM0264.an estimated accuracy of +/- 6 seconds.
 DM0264
 DM0264.The orthometric height was determined by differential leveling
 DM0264.and adjusted by the National Geodetic Survey in June 1991..
 DM0264
 DM0264.The geoid height was determined by GEOID03.
 DM0264
 DM0264.The dynamic height is computed by dividing the NAVD 88
 DM0264.geopotential number by the normal gravity value computed on the
 DM0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0264.degrees latitude (g = 980.6199 gals.).
 DM0264
 DM0264.The modeled gravity was interpolated from observed gravity values.
 DM0264
 DM0264;                    North         East    Units  Estimated Accuracy
 DM0264;SPC TXNC     - 2,170,910.      929,250.      MT  (+/- 180 meters Scaled)
 DM0264
 DM0264                          SUPERSEDED SURVEY CONTROL
 DM0264
 DM0264  NGVD 29 (??/??/92)  126.765  (m)          415.89   (f) ADJ UNCH    2 0
 DM0264
 DM0264.Superseded values are not recommended for survey control.
 DM0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0264.See file dsdata.txt to determine how the superseded data were derived.
 DM0264
 DM0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS163705(NAD 83)
 DM0264_MARKER: DB = BENCH MARK DISK
 DM0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0264_SP_SET: BALLUSTRADE
 DM0264_STAMPING: J 156 1933
 DM0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0264
 DM0264  HISTORY     - Date     Condition        Report By
 DM0264  HISTORY     - 1933     MONUMENTED       CGS
 DM0264  HISTORY     - 1964     GOOD             LOCENG
 DM0264
 DM0264                          STATION DESCRIPTION
 DM0264
 DM0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0264'IN MT PLEASANT.
 DM0264'U.S. POST OFFICE ENTRANCE FACING MADISON AVENUE.  AT NORTH SIDE OF
 DM0264'STAIRWAY, 9 INCHES EAST OF WALL.  TABLET CEMENTED IN TOP OF CONCRETE
 DM0264'BALUSTRADE.
 DM0264
 DM0264                          STATION RECOVERY (1964)
 DM0264
 DM0264'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 DM0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0315 ***********************************************************************
 DM0315  DESIGNATION -  J 157
 DM0315  PID         -  DM0315
 DM0315  STATE/COUNTY-  TX/BOWIE
 DM0315  USGS QUAD   -  BASSETT (1975)
 DM0315
 DM0315                         *CURRENT SURVEY CONTROL
 DM0315  ___________________________________________________________________
 DM0315* NAD 83(1986)-  33 17 14.     (N)    094 35 47.     (W)     SCALED    
 DM0315* NAVD 88     -        76.615  (meters)     251.36   (feet)  ADJUSTED  
 DM0315  ___________________________________________________________________
 DM0315  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM0315  DYNAMIC HT  -          76.532 (meters)     251.09  (feet)  COMP
 DM0315  MODELED GRAV-     979,558.5   (mgal)                       NAVD 88
 DM0315
 DM0315  VERT ORDER  -  SECOND    CLASS 0
 DM0315
 DM0315.The horizontal coordinates were scaled from a topographic map and have
 DM0315.an estimated accuracy of +/- 6 seconds.
 DM0315
 DM0315.The orthometric height was determined by differential leveling
 DM0315.and adjusted by the National Geodetic Survey in June 1991..
 DM0315
 DM0315.The geoid height was determined by GEOID03.
 DM0315
 DM0315.The dynamic height is computed by dividing the NAVD 88
 DM0315.geopotential number by the normal gravity value computed on the
 DM0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0315.degrees latitude (g = 980.6199 gals.).
 DM0315
 DM0315.The modeled gravity was interpolated from observed gravity values.
 DM0315
 DM0315;                    North         East    Units  Estimated Accuracy
 DM0315;SPC TXNC     - 2,186,460.      963,490.      MT  (+/- 180 meters Scaled)
 DM0315
 DM0315                          SUPERSEDED SURVEY CONTROL
 DM0315
 DM0315  NGVD 29 (??/??/92)   76.628  (m)          251.40   (f) ADJ UNCH    2 0
 DM0315
 DM0315.Superseded values are not recommended for survey control.
 DM0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0315.See file dsdata.txt to determine how the superseded data were derived.
 DM0315
 DM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS513842(NAD 83)
 DM0315_MARKER: DB = BENCH MARK DISK
 DM0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0315_SP_SET: CULVERT
 DM0315_STAMPING: J 157 1933
 DM0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0315
 DM0315  HISTORY     - Date     Condition        Report By
 DM0315  HISTORY     - 1933     MONUMENTED       CGS
 DM0315  HISTORY     - 1965     MARK NOT FOUND   USGS
 DM0315  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0315
 DM0315                          STATION DESCRIPTION
 DM0315
 DM0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0315'8.2 MI NE FROM NAPLES.
 DM0315'8.2 MILES NORTHEAST OF, ALONG ST.LOUIS SOUTHWESTERN RY.  BETWEEN 9TH
 DM0315'AND 10TH TELEGRAPH POSTS WEST OF MILEPOST 453.  1.2 MILES NORTHEAST OF
 DM0315'DARDEN.  ABOUT 75 FEET SOUTH OF STATE HIGHWAY 1 (U.S.67) C.L. ABOUT 24
 DM0315'FEET SOUTH OF RIGHT-OF-WAY FENCE.  NORTH END OF RAILROAD CULVERT (5X5
 DM0315'FT.), MARKED 1928.  TABLET CEMENTED IN TOP OF CONCRETE HEADWALL, 15
 DM0315'FEET NORTH OF TRACK C.L.  NOTE-- NEW CULVERTS MAY HAVE REPLACED THE
 DM0315'OLD ONE OR A CONCRETE SLAB MAY HAVE BEEN PLACED ON TOP OF THE MARK.
 DM0315
 DM0315                          STATION RECOVERY (1965)
 DM0315
 DM0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DM0315'MARK NOT FOUND.
 DM0315
 DM0315                          STATION RECOVERY (1997)
 DM0315
 DM0315'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0215 ***********************************************************************
 DM0215  DESIGNATION -  J 158
 DM0215  PID         -  DM0215
 DM0215  STATE/COUNTY-  TX/CASS
 DM0215  USGS QUAD   -  ATLANTA NORTH (1969)
 DM0215
 DM0215                         *CURRENT SURVEY CONTROL
 DM0215  ___________________________________________________________________
 DM0215* NAD 83(1986)-  33 13 57.     (N)    094 08 06.     (W)     SCALED    
 DM0215* NAVD 88     -        74.596  (meters)     244.74   (feet)  ADJUSTED  
 DM0215  ___________________________________________________________________
 DM0215  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DM0215  DYNAMIC HT  -          74.516 (meters)     244.47  (feet)  COMP
 DM0215  MODELED GRAV-     979,556.3   (mgal)                       NAVD 88
 DM0215
 DM0215  VERT ORDER  -  SECOND    CLASS 0
 DM0215
 DM0215.The horizontal coordinates were scaled from a topographic map and have
 DM0215.an estimated accuracy of +/- 6 seconds.
 DM0215
 DM0215.The orthometric height was determined by differential leveling
 DM0215.and adjusted by the National Geodetic Survey in June 1991..
 DM0215
 DM0215.The geoid height was determined by GEOID03.
 DM0215
 DM0215.The dynamic height is computed by dividing the NAVD 88
 DM0215.geopotential number by the normal gravity value computed on the
 DM0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0215.degrees latitude (g = 980.6199 gals.).
 DM0215
 DM0215.The modeled gravity was interpolated from observed gravity values.
 DM0215
 DM0215;                    North         East    Units  Estimated Accuracy
 DM0215;SPC TXNC     - 2,182,090.    1,006,680.      MT  (+/- 180 meters Scaled)
 DM0215
 DM0215                          SUPERSEDED SURVEY CONTROL
 DM0215
 DM0215  NGVD 29 (??/??/92)   74.629  (m)          244.85   (f) ADJ UNCH    2 0
 DM0215
 DM0215.Superseded values are not recommended for survey control.
 DM0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0215.See file dsdata.txt to determine how the superseded data were derived.
 DM0215
 DM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS942776(NAD 83)
 DM0215_MARKER: DB = BENCH MARK DISK
 DM0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0215_SP_SET: FOUNDATION
 DM0215_STAMPING: 244.845 J 158 1934
 DM0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0215
 DM0215  HISTORY     - Date     Condition        Report By
 DM0215  HISTORY     - 1934     MONUMENTED       CGS
 DM0215  HISTORY     - 1943     MARK NOT FOUND   NGS
 DM0215
 DM0215                          STATION DESCRIPTION
 DM0215
 DM0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0215'IN SPRINGDALE.
 DM0215'AT SPRINGDALE, CASS COUNTY, ABOUT 300 FEET SOUTH OF THE TEXAS AND
 DM0215'PACIFIC RAILWAY STATION, ABOUT 10 POLES SOUTH OF MILEPOST 15, IN THE
 DM0215'CONCRETE FOUNDATION OF SIGNAL TOWER 15.2, AND 10 FEET WEST OF THE
 DM0215'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 244.845 J 158
 DM0215'1934.
 DM0215
 DM0215                          STATION RECOVERY (1943)
 DM0215
 DM0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DM0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0063 ***********************************************************************
 CR0063  DESIGNATION -  J 159
 CR0063  PID         -  CR0063
 CR0063  STATE/COUNTY-  TX/HARRISON
 CR0063  USGS QUAD   -  WOODLAWN (1978)
 CR0063
 CR0063                         *CURRENT SURVEY CONTROL
 CR0063  ___________________________________________________________________
 CR0063* NAD 83(1986)-  32 40 15.     (N)    094 20 33.     (W)     SCALED    
 CR0063* NAVD 88     -        86.305  (meters)     283.15   (feet)  ADJUSTED  
 CR0063  ___________________________________________________________________
 CR0063  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR0063  DYNAMIC HT  -          86.208 (meters)     282.83  (feet)  COMP
 CR0063  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 CR0063
 CR0063  VERT ORDER  -  SECOND    CLASS 0
 CR0063
 CR0063.The horizontal coordinates were scaled from a topographic map and have
 CR0063.an estimated accuracy of +/- 6 seconds.
 CR0063
 CR0063.The orthometric height was determined by differential leveling
 CR0063.and adjusted by the National Geodetic Survey in June 1991..
 CR0063
 CR0063.The geoid height was determined by GEOID03.
 CR0063
 CR0063.The dynamic height is computed by dividing the NAVD 88
 CR0063.geopotential number by the normal gravity value computed on the
 CR0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0063.degrees latitude (g = 980.6199 gals.).
 CR0063
 CR0063.The modeled gravity was interpolated from observed gravity values.
 CR0063
 CR0063;                    North         East    Units  Estimated Accuracy
 CR0063;SPC TXNC     - 2,119,070.      989,830.      MT  (+/- 180 meters Scaled)
 CR0063
 CR0063                          SUPERSEDED SURVEY CONTROL
 CR0063
 CR0063  NGVD 29 (??/??/92)   86.352  (m)          283.31   (f) ADJ UNCH    2 0
 CR0063
 CR0063.Superseded values are not recommended for survey control.
 CR0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0063.See file dsdata.txt to determine how the superseded data were derived.
 CR0063
 CR0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS741155(NAD 83)
 CR0063_MARKER: DB = BENCH MARK DISK
 CR0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0063_SP_SET: CULVERT
 CR0063_STAMPING: J 159 1934
 CR0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0063
 CR0063  HISTORY     - Date     Condition        Report By
 CR0063  HISTORY     - 1934     MONUMENTED       CGS
 CR0063  HISTORY     - 1935     GOOD             NGS
 CR0063  HISTORY     - 1988     GOOD             USPSQD
 CR0063  HISTORY     - 19980117 GOOD             USPSQD
 CR0063
 CR0063                          STATION DESCRIPTION
 CR0063
 CR0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0063'8.7 MI N FROM MARSHALL.
 CR0063'8.7 MILES NORTH OF, ALONG TEXAS AND PACIFIC R.R.  0.3 MILES NORTH OF
 CR0063'WOODLAWN RY. STATION.  37 YARDS NORTH OF MILEPOST 58.  WEST END OF
 CR0063'CULVERT, 23 FEET WEST OF TRACK C.L.  TABLET CEMENTED IN TOP OF
 CR0063'CONCRETE HEADWALL, 46 YARDS WEST OF STATE HIGHWAY 8, AND 32 YARDS
 CR0063'SOUTH OF SIGNAL TOWER 57.9.
 CR0063
 CR0063                          STATION RECOVERY (1935)
 CR0063
 CR0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0063'RECOVERED IN GOOD CONDITION.
 CR0063
 CR0063                          STATION RECOVERY (1988)
 CR0063
 CR0063'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 CR0063'RECOVERED IN GOOD CONDITION.
 CR0063
 CR0063                          STATION RECOVERY (1998)
 CR0063
 CR0063'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0050 ***********************************************************************
 AB0050  DESIGNATION -  J 16
 AB0050  PID         -  AB0050
 AB0050  STATE/COUNTY-  TX/CAMERON
 AB0050  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0050
 AB0050                         *CURRENT SURVEY CONTROL
 AB0050  ___________________________________________________________________
 AB0050* NAD 83(1986)-  25 55 01.     (N)    097 23 57.     (W)     SCALED    
 AB0050* NAVD 88     -         6.986  (meters)      22.92   (feet)  ADJUSTED  
 AB0050  ___________________________________________________________________
 AB0050  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 AB0050  DYNAMIC HT  -           6.975 (meters)      22.88  (feet)  COMP
 AB0050  MODELED GRAV-     979,038.5   (mgal)                       NAVD 88
 AB0050
 AB0050  VERT ORDER  -  SECOND    CLASS 0
 AB0050
 AB0050.The horizontal coordinates were scaled from a topographic map and have
 AB0050.an estimated accuracy of +/- 6 seconds.
 AB0050
 AB0050.The orthometric height was determined by differential leveling
 AB0050.and adjusted by the National Geodetic Survey in June 1991..
 AB0050
 AB0050.The geoid height was determined by GEOID03.
 AB0050
 AB0050.The dynamic height is computed by dividing the NAVD 88
 AB0050.geopotential number by the normal gravity value computed on the
 AB0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0050.degrees latitude (g = 980.6199 gals.).
 AB0050
 AB0050.The modeled gravity was interpolated from observed gravity values.
 AB0050
 AB0050;                    North         East    Units  Estimated Accuracy
 AB0050;SPC TX S     - 5,028,210.      410,300.      MT  (+/- 180 meters Scaled)
 AB0050
 AB0050                          SUPERSEDED SURVEY CONTROL
 AB0050
 AB0050  NGVD 29 (??/??/92)    7.08   (m)           23.2    (f) COMPUTED    2 0
 AB0050
 AB0050.Superseded values are not recommended for survey control.
 AB0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0050.See file dsdata.txt to determine how the superseded data were derived.
 AB0050
 AB0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP603674(NAD 83)
 AB0050_MARKER: DD = SURVEY DISK
 AB0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0050_SP_SET: CULVERT
 AB0050_STAMPING: J 16 23.19
 AB0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0050
 AB0050  HISTORY     - Date     Condition        Report By
 AB0050  HISTORY     - UNK      MONUMENTED
 AB0050  HISTORY     - 1950     GOOD             NGS
 AB0050  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0050  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0050
 AB0050                          STATION DESCRIPTION
 AB0050
 AB0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0050'6.7 MI NE FROM BROWNSVILLE.
 AB0050'TO REACH FROM THE INTERSECTION OF TEXAS STATE HIGHWAYS NO. 4(E 14TH
 AB0050'STREET) AND NO. 48(BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED 4.4 MILES
 AB0050'E. ON HIGHWAY NO. 4 TO A CROSSROAD AND SITE OF MARK.  BENCH MARK IS
 AB0050'SET HORIZONTALLY IN THE CENTER OF THE TOP OF THE N. HEADWALL OF A
 AB0050'SMALL CONCRETE CULVERT, 36 FEET W. OF THE CENTERLINE OF THE N-S ROAD,
 AB0050'24 FT. S. OF AND APPROXIMATELY 1.0 FT. ABOVE THE CENTERLINE OF THE
 AB0050'HIGHWAY.  A CAMERON COUNTY DISK SET IN DRILL HOLE.
 AB0050
 AB0050                          STATION RECOVERY (1963)
 AB0050
 AB0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0050'MARK NOT FOUND.
 AB0050
 AB0050                          STATION RECOVERY (1990)
 AB0050
 AB0050'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0334 ***********************************************************************
 CC0334  DESIGNATION -  J 16
 CC0334  PID         -  CC0334
 CC0334  STATE/COUNTY-  TX/REEVES
 CC0334  USGS QUAD   -  PECOS EAST (1981)
 CC0334
 CC0334                         *CURRENT SURVEY CONTROL
 CC0334  ___________________________________________________________________
 CC0334* NAD 83(1986)-  31 25 36.     (N)    103 29 54.     (W)     SCALED    
 CC0334* NAVD 88     -       787.482  (meters)    2583.60   (feet)  POSTED    
 CC0334  ___________________________________________________________________
 CC0334  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CC0334  DYNAMIC HT  -         786.330 (meters)    2579.82  (feet)  COMP
 CC0334  MODELED GRAV-     979,155.2   (mgal)                       NAVD 88
 CC0334
 CC0334  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CC0334
 CC0334.The horizontal coordinates were scaled from a topographic map and have
 CC0334.an estimated accuracy of +/- 6 seconds.
 CC0334
 CC0334.The orthometric height was determined by differential leveling
 CC0334.and adjusted by the National Geodetic Survey in 1992..
 CC0334.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CC0334.rate greater than 8.0 mm/km.
 CC0334
 CC0334.The geoid height was determined by GEOID03.
 CC0334
 CC0334.The dynamic height is computed by dividing the NAVD 88
 CC0334.geopotential number by the normal gravity value computed on the
 CC0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0334.degrees latitude (g = 980.6199 gals.).
 CC0334
 CC0334.The modeled gravity was interpolated from observed gravity values.
 CC0334
 CC0334;                    North         East    Units  Estimated Accuracy
 CC0334;SPC TX C     - 3,199,390.      399,150.      MT  (+/- 180 meters Scaled)
 CC0334
 CC0334                          SUPERSEDED SURVEY CONTROL
 CC0334
 CC0334  NGVD 29 (??/??/92)  787.417  (m)         2583.38   (f) ADJ UNCH    1 2
 CC0334
 CC0334.Superseded values are not recommended for survey control.
 CC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0334.See file dsdata.txt to determine how the superseded data were derived.
 CC0334
 CC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ427778(NAD 83)
 CC0334_MARKER: Z = SEE DESCRIPTION
 CC0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0334+STABILITY: SURFACE MOTION
 CC0334
 CC0334  HISTORY     - Date     Condition        Report By
 CC0334  HISTORY     - UNK      MONUMENTED       CGS
 CC0334  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0334
 CC0334                          STATION DESCRIPTION
 CC0334
 CC0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0334'IN PECOS.
 CC0334'AT PECOS, REEVES COUNTY, ON THE TEXAS AND PACIFIC RAILWAY, 160 YARDS
 CC0334'WEST OF THE STATION, AT THE SECTION FOREMANS HOUSE, IN THE NORTHEAST
 CC0334'CORNER OF THE YARD, AND 28 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 CC0334'TRACK.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0288 ***********************************************************************
 BM0288  DESIGNATION -  J 16
 BM0288  PID         -  BM0288
 BM0288  STATE/COUNTY-  TX/ROBERTSON
 BM0288  USGS QUAD   -  HEARNE NORTH (1989)
 BM0288
 BM0288                         *CURRENT SURVEY CONTROL
 BM0288  ___________________________________________________________________
 BM0288* NAD 83(1986)-  30 57 40.     (N)    096 33 35.     (W)     SCALED    
 BM0288* NAVD 88     -       110.81   (+/-2cm)     363.5    (feet)  VERTCON   
 BM0288  ___________________________________________________________________
 BM0288  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BM0288
 BM0288  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0288
 BM0288.The horizontal coordinates were scaled from a topographic map and have
 BM0288.an estimated accuracy of +/- 6 seconds.
 BM0288
 BM0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0288.The vertical order pertains to the NGVD 29 superseded value.
 BM0288
 BM0288.The geoid height was determined by GEOID03.
 BM0288
 BM0288;                    North         East    Units  Estimated Accuracy
 BM0288;SPC TX C     - 3,149,610.    1,060,430.      MT  (+/- 180 meters Scaled)
 BM0288
 BM0288                          SUPERSEDED SURVEY CONTROL
 BM0288
 BM0288  NGVD 29 (??/??/92)  110.771  (m)          363.42   (f) ADJ UNCH    2 0
 BM0288
 BM0288.Superseded values are not recommended for survey control.
 BM0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0288.See file dsdata.txt to determine how the superseded data were derived.
 BM0288
 BM0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV330278(NAD 83)
 BM0288_MARKER: DD = SURVEY DISK
 BM0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0288_STAMPING: 363.441 J 16 1924
 BM0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0288+STABILITY: SURFACE MOTION
 BM0288
 BM0288  HISTORY     - Date     Condition        Report By
 BM0288  HISTORY     - 1924     MONUMENTED       USGS
 BM0288  HISTORY     - 1933     GOOD             NGS
 BM0288  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0288
 BM0288                          STATION DESCRIPTION
 BM0288
 BM0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0288'6.0 MI NE FROM HEARNE.
 BM0288'6.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0288'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM HEARNE, ROBERTSON COUNTY,
 BM0288'AT A ROAD CROSING, ON THE SOUTHEAST SIDE OF THE TRACK, AND AT THE
 BM0288'NORTHWEST CORNER OF A FIELD.  A UNITED STATES GEOLOGICAL SURVEY
 BM0288'STANDARD DISK, STAMPED 363.441 J 16 1924 AND SET IN THE TOP OF A
 BM0288'CONCRETE POST.
 BM0288
 BM0288                          STATION RECOVERY (1994)
 BM0288
 BM0288'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0164 ***********************************************************************
 CR0164  DESIGNATION -  J 160
 CR0164  PID         -  CR0164
 CR0164  STATE/COUNTY-  TX/GREGG
 CR0164  USGS QUAD   -  KILGORE NE (1971)
 CR0164
 CR0164                         *CURRENT SURVEY CONTROL
 CR0164  ___________________________________________________________________
 CR0164* NAD 83(1986)-  32 28 42.     (N)    094 45 38.     (W)     SCALED    
 CR0164* NAVD 88     -        88.217  (meters)     289.43   (feet)  ADJUSTED  
 CR0164  ___________________________________________________________________
 CR0164  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR0164  DYNAMIC HT  -          88.116 (meters)     289.09  (feet)  COMP
 CR0164  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 CR0164
 CR0164  VERT ORDER  -  SECOND    CLASS 0
 CR0164
 CR0164.The horizontal coordinates were scaled from a topographic map and have
 CR0164.an estimated accuracy of +/- 6 seconds.
 CR0164
 CR0164.The orthometric height was determined by differential leveling
 CR0164.and adjusted by the National Geodetic Survey in June 1991..
 CR0164
 CR0164.The geoid height was determined by GEOID03.
 CR0164
 CR0164.The dynamic height is computed by dividing the NAVD 88
 CR0164.geopotential number by the normal gravity value computed on the
 CR0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0164.degrees latitude (g = 980.6199 gals.).
 CR0164
 CR0164.The modeled gravity was interpolated from observed gravity values.
 CR0164
 CR0164;                    North         East    Units  Estimated Accuracy
 CR0164;SPC TXNC     - 2,096,260.      951,400.      MT  (+/- 180 meters Scaled)
 CR0164
 CR0164                          SUPERSEDED SURVEY CONTROL
 CR0164
 CR0164  NGVD 29 (??/??/92)   88.247  (m)          289.52   (f) ADJ UNCH    2 0
 CR0164
 CR0164.Superseded values are not recommended for survey control.
 CR0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0164.See file dsdata.txt to determine how the superseded data were derived.
 CR0164
 CR0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR345948(NAD 83)
 CR0164_MARKER: DB = BENCH MARK DISK
 CR0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0164_STAMPING: J 160 1934
 CR0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0164+STABILITY: SURFACE MOTION
 CR0164
 CR0164  HISTORY     - Date     Condition        Report By
 CR0164  HISTORY     - 1934     MONUMENTED       CGS
 CR0164  HISTORY     - 1971     MARK NOT FOUND   USGS
 CR0164
 CR0164                          STATION DESCRIPTION
 CR0164
 CR0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0164'2.3 MI SW FROM LONGVIEW.
 CR0164'2.3 MILES SOUTHWEST OF LONGVIEW JUNCTION, ALONG INT. GREAT NORTHERN
 CR0164'R.R. 11 YARDS SOUTH OF MILEPOST 79.  AT PRIVATE DIRT ROAD CROSSING
 CR0164'TRACK.  12 YARDS SOUTHEAST OF STATE HIGHWAY 26 TO KILGORE.  4 FEET
 CR0164'SOUTH OF GATE POST AND 45 FEET NORTHWEST OF TRACK C.L.  TABLET SET IN
 CR0164'TOP OF CONCRETE POST.
 CR0164
 CR0164                          STATION RECOVERY (1971)
 CR0164
 CR0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CR0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0459 ***********************************************************************
 CR0459  DESIGNATION -  J 161
 CR0459  PID         -  CR0459
 CR0459  STATE/COUNTY-  TX/CHEROKEE
 CR0459  USGS QUAD   -  TECULA (1973)
 CR0459
 CR0459                         *CURRENT SURVEY CONTROL
 CR0459  ___________________________________________________________________
 CR0459* NAD 83(1986)-  32 05 38.     (N)    095 07 50.     (W)     SCALED    
 CR0459* NAVD 88     -       116.602  (meters)     382.55   (feet)  ADJUSTED  
 CR0459  ___________________________________________________________________
 CR0459  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR0459  DYNAMIC HT  -         116.463 (meters)     382.10  (feet)  COMP
 CR0459  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 CR0459
 CR0459  VERT ORDER  -  SECOND    CLASS 0
 CR0459
 CR0459.The horizontal coordinates were scaled from a topographic map and have
 CR0459.an estimated accuracy of +/- 6 seconds.
 CR0459
 CR0459.The orthometric height was determined by differential leveling
 CR0459.and adjusted by the National Geodetic Survey in June 1991..
 CR0459
 CR0459.The geoid height was determined by GEOID03.
 CR0459
 CR0459.The dynamic height is computed by dividing the NAVD 88
 CR0459.geopotential number by the normal gravity value computed on the
 CR0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0459.degrees latitude (g = 980.6199 gals.).
 CR0459
 CR0459.The modeled gravity was interpolated from observed gravity values.
 CR0459
 CR0459;                    North         East    Units  Estimated Accuracy
 CR0459;SPC TX C     - 3,280,570.    1,190,980.      MT  (+/- 180 meters Scaled)
 CR0459
 CR0459                          SUPERSEDED SURVEY CONTROL
 CR0459
 CR0459  NGVD 29 (??/??/92)  116.630  (m)          382.64   (f) ADJ UNCH    2 0
 CR0459
 CR0459.Superseded values are not recommended for survey control.
 CR0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0459.See file dsdata.txt to determine how the superseded data were derived.
 CR0459
 CR0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR989528(NAD 83)
 CR0459_MARKER: DB = BENCH MARK DISK
 CR0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0459_STAMPING: J-161 1934
 CR0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0459+STABILITY: SURFACE MOTION
 CR0459
 CR0459  HISTORY     - Date     Condition        Report By
 CR0459  HISTORY     - 1934     MONUMENTED       CGS
 CR0459  HISTORY     - 1935     MARK NOT FOUND   NGS
 CR0459
 CR0459                          STATION DESCRIPTION
 CR0459
 CR0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0459'3.8 MI SW FROM TROUP.
 CR0459'3.8 MILES SOUTHWEST OF, ALONG I. AND G.N.R.R. 900 SOUTHWEST OF LIGHT
 CR0459'SIGNALS NARKED 418 AND 419, 44 FEET SOUTHEAST OF TRACK, 18 FEET
 CR0459'SOUTHWEST OF GATE FOR FARM ROAD CROSSING AND 1 FOOT NORTHWEST OF RIGHT
 CR0459'OF WAY FENCE.  PRECASTED POST STAMPED, J-161, 1934.
 CR0459
 CR0459                          STATION RECOVERY (1935)
 CR0459
 CR0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0509 ***********************************************************************
 CR0509  DESIGNATION -  J 162
 CR0509  PID         -  CR0509
 CR0509  STATE/COUNTY-  TX/ANDERSON
 CR0509  USGS QUAD   -  POYNOR (1984)
 CR0509
 CR0509                         *CURRENT SURVEY CONTROL
 CR0509  ___________________________________________________________________
 CR0509* NAD 83(1986)-  32 03 01.     (N)    095 30 21.     (W)     SCALED    
 CR0509* NAVD 88     -       119.533  (meters)     392.17   (feet)  ADJUSTED  
 CR0509  ___________________________________________________________________
 CR0509  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CR0509  DYNAMIC HT  -         119.391 (meters)     391.70  (feet)  COMP
 CR0509  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 CR0509
 CR0509  VERT ORDER  -  SECOND    CLASS 0
 CR0509
 CR0509.The horizontal coordinates were scaled from a topographic map and have
 CR0509.an estimated accuracy of +/- 6 seconds.
 CR0509
 CR0509.The orthometric height was determined by differential leveling
 CR0509.and adjusted by the National Geodetic Survey in June 1991..
 CR0509
 CR0509.The geoid height was determined by GEOID03.
 CR0509
 CR0509.The dynamic height is computed by dividing the NAVD 88
 CR0509.geopotential number by the normal gravity value computed on the
 CR0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0509.degrees latitude (g = 980.6199 gals.).
 CR0509
 CR0509.The modeled gravity was interpolated from observed gravity values.
 CR0509
 CR0509;                    North         East    Units  Estimated Accuracy
 CR0509;SPC TX C     - 3,274,140.    1,155,800.      MT  (+/- 180 meters Scaled)
 CR0509
 CR0509                          SUPERSEDED SURVEY CONTROL
 CR0509
 CR0509  NGVD 29 (??/??/92)  119.558  (m)          392.25   (f) ADJ UNCH    2 0
 CR0509
 CR0509.Superseded values are not recommended for survey control.
 CR0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0509.See file dsdata.txt to determine how the superseded data were derived.
 CR0509
 CR0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR634487(NAD 83)
 CR0509_MARKER: DB = BENCH MARK DISK
 CR0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0509_STAMPING: J-162 1934
 CR0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0509+STABILITY: SURFACE MOTION
 CR0509
 CR0509  HISTORY     - Date     Condition        Report By
 CR0509  HISTORY     - 1934     MONUMENTED       CGS
 CR0509
 CR0509                          STATION DESCRIPTION
 CR0509
 CR0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0509'16.4 MI NW FROM JACKSONVILLE.
 CR0509'16.4 MILES NORTHWEST OF, ALONG T. AND N.O.R.R.  IN TOWN OF FRANKSTON.
 CR0509'IN SOUTHEAST CORNER OF CITY PARK, 138 FEET NORTH OF MAIN LINE TRACK,
 CR0509'45 FEET WEST OF COMMERCE STREET, AND 10 FEET NORTH OF R.R. RIGHT OF
 CR0509'WAY LINE.  TABLET SET IN PRECASTED POST STAMPED, J-162, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0835 ***********************************************************************
 BY0835  DESIGNATION -  J 163
 BY0835  PID         -  BY0835
 BY0835  STATE/COUNTY-  TX/ANGELINA
 BY0835  USGS QUAD   -  DIBOLL (1980)
 BY0835
 BY0835                         *CURRENT SURVEY CONTROL
 BY0835  ___________________________________________________________________
 BY0835* NAD 83(1986)-  31 10 48.     (N)    094 47 16.     (W)     SCALED    
 BY0835* NAVD 88     -        68.66   (+/-2cm)     225.3    (feet)  VERTCON   
 BY0835  ___________________________________________________________________
 BY0835  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BY0835
 BY0835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0835
 BY0835.The horizontal coordinates were scaled from a topographic map and have
 BY0835.an estimated accuracy of +/- 6 seconds.
 BY0835
 BY0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0835.The vertical order pertains to the NGVD 29 superseded value.
 BY0835
 BY0835.The geoid height was determined by GEOID03.
 BY0835
 BY0835;                    North         East    Units  Estimated Accuracy
 BY0835;SPC TX C     - 3,180,930.    1,228,350.      MT  (+/- 180 meters Scaled)
 BY0835
 BY0835                          SUPERSEDED SURVEY CONTROL
 BY0835
 BY0835  NGVD 29 (??/??/92)   68.694  (m)          225.37   (f) ADJ UNCH    2 0
 BY0835
 BY0835.Superseded values are not recommended for survey control.
 BY0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0835.See file dsdata.txt to determine how the superseded data were derived.
 BY0835
 BY0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ296509(NAD 83)
 BY0835_MARKER: DB = BENCH MARK DISK
 BY0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0835_STAMPING: J 163 1934
 BY0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0835+STABILITY: SURFACE MOTION
 BY0835
 BY0835  HISTORY     - Date     Condition        Report By
 BY0835  HISTORY     - 1934     MONUMENTED       CGS
 BY0835  HISTORY     - 1949     GOOD             NGS
 BY0835  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY0835  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0835
 BY0835                          STATION DESCRIPTION
 BY0835
 BY0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0835'IN DIBOLL.
 BY0835'0.2 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0835'STATION AT DIBOLL, AT THE METHODIST CHURCH, 112.2 FEET SOUTHWEST OF
 BY0835'THE SOUTHWEST CORNER AND ACROSS THE ROAD FROM THE METHODIST CHURCH,
 BY0835'71.0 WEST OF THE CENTER LINE OF THE ROAD, 37.4 FEET EAST OF THEEAST
 BY0835'RAIL, 1.2 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0835'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0835
 BY0835                          STATION RECOVERY (1963)
 BY0835
 BY0835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY0835'MARK NOT FOUND.
 BY0835
 BY0835                          STATION RECOVERY (1998)
 BY0835
 BY0835'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0881 ***********************************************************************
 BL0881  DESIGNATION -  J 164
 BL0881  PID         -  BL0881
 BL0881  STATE/COUNTY-  TX/TRINITY
 BL0881  USGS QUAD   -  CARLISLE (1972)
 BL0881
 BL0881                         *CURRENT SURVEY CONTROL
 BL0881  ___________________________________________________________________
 BL0881* NAD 83(1986)-  30 50 17.     (N)    095 09 57.     (W)     SCALED    
 BL0881* NAVD 88     -        44.68   (+/-2cm)     146.6    (feet)  VERTCON   
 BL0881  ___________________________________________________________________
 BL0881  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL0881
 BL0881  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0881
 BL0881.The horizontal coordinates were scaled from a topographic map and have
 BL0881.an estimated accuracy of +/- 6 seconds.
 BL0881
 BL0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0881.The vertical order pertains to the NGVD 29 superseded value.
 BL0881
 BL0881.The geoid height was determined by GEOID03.
 BL0881
 BL0881;                    North         East    Units  Estimated Accuracy
 BL0881;SPC TX C     - 3,141,330.    1,194,120.      MT  (+/- 180 meters Scaled)
 BL0881
 BL0881                          SUPERSEDED SURVEY CONTROL
 BL0881
 BL0881  NGVD 29 (??/??/92)   44.700  (m)          146.65   (f) ADJ UNCH    2 0
 BL0881
 BL0881.Superseded values are not recommended for survey control.
 BL0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0881.See file dsdata.txt to determine how the superseded data were derived.
 BL0881
 BL0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ928136(NAD 83)
 BL0881_MARKER: DB = BENCH MARK DISK
 BL0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0881+STABILITY: SURFACE MOTION
 BL0881
 BL0881  HISTORY     - Date     Condition        Report By
 BL0881  HISTORY     - UNK      MONUMENTED       CGS
 BL0881  HISTORY     - 1951     MARK NOT FOUND   NGS
 BL0881  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0881
 BL0881                          STATION DESCRIPTION
 BL0881
 BL0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BL0881'4.0 MI W FROM ONALASKA.
 BL0881'IN TRINITY COUNTY, 4.0 MILES WEST ALONG THE ABANDONED WACO, BEAUMONT,
 BL0881'TRINITY AND SABINE RAILWAY FROM ONALASKA, POLK COUNTY, 6 FEET EAST OF
 BL0881'MILEPOST 30, AND 33 FEET SOUTH OF THE TRACK, A STANDARD DISK SET IN
 BL0881'THE TOP OF A CONCRETE POST.
 BL0881
 BL0881                          STATION RECOVERY (1996)
 BL0881
 BL0881'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0035 ***********************************************************************
 BL0035  DESIGNATION -  J 165
 BL0035  PID         -  BL0035
 BL0035  STATE/COUNTY-  TX/TYLER
 BL0035  USGS QUAD   -  WOODVILLE (1984)
 BL0035
 BL0035                         *CURRENT SURVEY CONTROL
 BL0035  ___________________________________________________________________
 BL0035* NAD 83(1986)-  30 46 47.     (N)    094 24 57.     (W)     SCALED    
 BL0035* NAVD 88     -        85.18   (+/-2cm)     279.5    (feet)  VERTCON   
 BL0035  ___________________________________________________________________
 BL0035  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BL0035
 BL0035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0035
 BL0035.The horizontal coordinates were scaled from a topographic map and have
 BL0035.an estimated accuracy of +/- 6 seconds.
 BL0035
 BL0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0035.The vertical order pertains to the NGVD 29 superseded value.
 BL0035
 BL0035.The geoid height was determined by GEOID03.
 BL0035
 BL0035;                    North         East    Units  Estimated Accuracy
 BL0035;SPC TX C     - 3,138,450.    1,266,110.      MT  (+/- 180 meters Scaled)
 BL0035
 BL0035                          SUPERSEDED SURVEY CONTROL
 BL0035
 BL0035  NGVD 29 (??/??/92)   85.179  (m)          279.46   (f) ADJ UNCH    2 0
 BL0035
 BL0035.Superseded values are not recommended for survey control.
 BL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0035.See file dsdata.txt to determine how the superseded data were derived.
 BL0035
 BL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ645060(NAD 83)
 BL0035_MARKER: DB = BENCH MARK DISK
 BL0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0035_SP_SET: WALL
 BL0035_STAMPING: J 165 1934
 BL0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0035
 BL0035  HISTORY     - Date     Condition        Report By
 BL0035  HISTORY     - 1934     MONUMENTED       CGS
 BL0035  HISTORY     - 1949     MARK NOT FOUND   NGS
 BL0035
 BL0035                          STATION DESCRIPTION
 BL0035
 BL0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0035'IN WOODVILLE.
 BL0035'WOODVILLE HIGH SCHOOL, AT NORTHEAST CORNER OF BUILDING, 4 BLOCKS NORTH
 BL0035'OF POST OFFICE, 2 FEET ABOVE CORNER STONE, TABLET CEMENTED VERTICALLY
 BL0035'IN BRICK WALL.
 BL0035
 BL0035                          STATION RECOVERY (1949)
 BL0035
 BL0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BL0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0558 ***********************************************************************
 BL0558  DESIGNATION -  J 166
 BL0558  PID         -  BL0558
 BL0558  STATE/COUNTY-  TX/SAN JACINTO
 BL0558  USGS QUAD   -  GOODRICH (1984)
 BL0558
 BL0558                         *CURRENT SURVEY CONTROL
 BL0558  ___________________________________________________________________
 BL0558* NAD 83(1986)-  30 32 58.     (N)    094 57 53.     (W)     SCALED    
 BL0558* NAVD 88     -        30.43   (+/-2cm)      99.8    (feet)  VERTCON   
 BL0558  ___________________________________________________________________
 BL0558  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0558
 BL0558  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0558
 BL0558.The horizontal coordinates were scaled from a topographic map and have
 BL0558.an estimated accuracy of +/- 6 seconds.
 BL0558
 BL0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0558.The vertical order pertains to the NGVD 29 superseded value.
 BL0558
 BL0558.The geoid height was determined by GEOID03.
 BL0558
 BL0558;                    North         East    Units  Estimated Accuracy
 BL0558;SPC TX C     - 3,110,290.    1,214,880.      MT  (+/- 180 meters Scaled)
 BL0558
 BL0558                          SUPERSEDED SURVEY CONTROL
 BL0558
 BL0558  NGVD 29 (??/??/92)   30.445  (m)           99.89   (f) ADJ UNCH    2 0
 BL0558
 BL0558.Superseded values are not recommended for survey control.
 BL0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0558.See file dsdata.txt to determine how the superseded data were derived.
 BL0558
 BL0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP115813(NAD 83)
 BL0558_MARKER: DB = BENCH MARK DISK
 BL0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0558_STAMPING: 100.000 J 166 1934
 BL0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0558+STABILITY: SURFACE MOTION
 BL0558
 BL0558  HISTORY     - Date     Condition        Report By
 BL0558  HISTORY     - 1934     MONUMENTED       CGS
 BL0558  HISTORY     - 1935     GOOD             NGS
 BL0558  HISTORY     - 1958     MARK NOT FOUND   USGS
 BL0558
 BL0558                          STATION DESCRIPTION
 BL0558
 BL0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0558'4.1 MI N FROM SHEPHERD.
 BL0558'4.1 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BL0558'SHEPHERD, SAN JACINTO COUNTY, 10 POLES NORTH OF MILEPOST 59, ABOUT 200
 BL0558'FEET WEST OF U.S. HIGHWAY 59, AT A ROAD CROSSING, 42 FEET WEST OF THE
 BL0558'TRACK, 15 FEET SOUTH OF THE ROAD, AND 2 FEET EAST OF THE RAILROAD
 BL0558'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 100.000 J 166 1934 AND
 BL0558'SET IN THE TOP OF A CONCRETE POST.  NOTE-- A REWORKING OF THE TURNOFF
 BL0558'ROAD HAS EITHER DESTROYED THE MARK OR BURIED IT.
 BL0558
 BL0558                          STATION RECOVERY (1958)
 BL0558
 BL0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BL0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0459 ***********************************************************************
 BL0459  DESIGNATION -  J 167
 BL0459  PID         -  BL0459
 BL0459  STATE/COUNTY-  TX/LIBERTY
 BL0459  USGS QUAD   -  DAVIS HILL (1984)
 BL0459
 BL0459                         *CURRENT SURVEY CONTROL
 BL0459  ___________________________________________________________________
 BL0459* NAD 83(1986)-  30 20 55.     (N)    094 45 16.     (W)     SCALED    
 BL0459* NAVD 88     -        25.02   (+/-2cm)      82.1    (feet)  VERTCON   
 BL0459  ___________________________________________________________________
 BL0459  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0459
 BL0459  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0459
 BL0459.The horizontal coordinates were scaled from a topographic map and have
 BL0459.an estimated accuracy of +/- 6 seconds.
 BL0459
 BL0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0459.The vertical order pertains to the NGVD 29 superseded value.
 BL0459
 BL0459.The geoid height was determined by GEOID03.
 BL0459
 BL0459;                    North         East    Units  Estimated Accuracy
 BL0459;SPC TX C     - 3,089,050.    1,236,140.      MT  (+/- 180 meters Scaled)
 BL0459
 BL0459                          SUPERSEDED SURVEY CONTROL
 BL0459
 BL0459  NGVD 29 (??/??/92)   25.024  (m)           82.10   (f) ADJ UNCH    2 0
 BL0459
 BL0459.Superseded values are not recommended for survey control.
 BL0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0459.See file dsdata.txt to determine how the superseded data were derived.
 BL0459
 BL0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP313587(NAD 83)
 BL0459_MARKER: DB = BENCH MARK DISK
 BL0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0459_STAMPING: 82.224 J 167 1934
 BL0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0459+STABILITY: SURFACE MOTION
 BL0459
 BL0459  HISTORY     - Date     Condition        Report By
 BL0459  HISTORY     - 1934     MONUMENTED       CGS
 BL0459  HISTORY     - 1935     GOOD             NGS
 BL0459  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0459
 BL0459                          STATION DESCRIPTION
 BL0459
 BL0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0459'8.5 MI S FROM RYE.
 BL0459'8.5 MILES SOUTH ALONG OLD STATE HIGHWAY 146 FROM RYE, LIBERTY COUNTY,
 BL0459'1.9 MILES SOUTH OF CLARK SCHOOL, ABOUT 300 FEET WEST OF THE RUINS OF A
 BL0459'SAWMILL AT THE TOP OF A HILL, AND 45 FEET WEST OF THE CENTERLINE OF
 BL0459'THE HIGHWAY.  A STANDARD DISK, STAMPED 82.224 J 167 1934 AND SET IN
 BL0459'THE TOP OF A CONCRETE POST.
 BL0459
 BL0459                          STATION RECOVERY (1977)
 BL0459
 BL0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0179 ***********************************************************************
 CD0179  DESIGNATION -  J 17
 CD0179  PID         -  CD0179
 CD0179  STATE/COUNTY-  TX/CULBERSON
 CD0179  USGS QUAD   -  PLATEAU (1979)
 CD0179
 CD0179                         *CURRENT SURVEY CONTROL
 CD0179  ___________________________________________________________________
 CD0179* NAD 83(1986)-  31 03 47.     (N)    104 33 27.     (W)     SCALED    
 CD0179* NAVD 88     -      1201.921  (meters)    3943.30   (feet)  POSTED    
 CD0179  ___________________________________________________________________
 CD0179  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 CD0179  DYNAMIC HT  -        1200.050 (meters)    3937.16  (feet)  COMP
 CD0179  MODELED GRAV-     979,045.9   (mgal)                       NAVD 88
 CD0179
 CD0179  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0179
 CD0179.The horizontal coordinates were scaled from a topographic map and have
 CD0179.an estimated accuracy of +/- 6 seconds.
 CD0179
 CD0179.The orthometric height was determined by differential leveling
 CD0179.and adjusted by the National Geodetic Survey in 1992..
 CD0179.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0179.rate of 0.0 thru 1.0 mm/km.
 CD0179
 CD0179.The geoid height was determined by GEOID03.
 CD0179
 CD0179.The dynamic height is computed by dividing the NAVD 88
 CD0179.geopotential number by the normal gravity value computed on the
 CD0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0179.degrees latitude (g = 980.6199 gals.).
 CD0179
 CD0179.The modeled gravity was interpolated from observed gravity values.
 CD0179
 CD0179;                    North         East    Units  Estimated Accuracy
 CD0179;SPC TX C     - 3,162,450.      296,980.      MT  (+/- 180 meters Scaled)
 CD0179
 CD0179                          SUPERSEDED SURVEY CONTROL
 CD0179
 CD0179  NGVD 29 (??/??/92) 1201.434  (m)         3941.70   (f) ADJ UNCH    1 2
 CD0179
 CD0179.Superseded values are not recommended for survey control.
 CD0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0179.See file dsdata.txt to determine how the superseded data were derived.
 CD0179
 CD0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ422366(NAD 83)
 CD0179_MARKER: Z = SEE DESCRIPTION
 CD0179_SETTING: 66 = SET IN ROCK OUTCROP
 CD0179_SP_SET: LIMESTONE POST
 CD0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0179+STABILITY: POSITION/ELEVATION WELL
 CD0179
 CD0179  HISTORY     - Date     Condition        Report By
 CD0179  HISTORY     - UNK      MONUMENTED       CGS
 CD0179  HISTORY     - 1968     GOOD             NGS
 CD0179
 CD0179                          STATION DESCRIPTION
 CD0179
 CD0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CD0179'17 MI E FROM VAN HORN.
 CD0179'17.9 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN VAN HORN
 CD0179'TO A CATTLE GUARD, SIDE ROAD, AND SIGN PLATEAU ON THE LEFT, THENCE
 CD0179'0.35 MILE NORTH ALONG BLADED ROAD TO A GATE, 68 FEET SOUTH OF THE
 CD0179'SOUTH RAIL OF THE MAIN TRACK OF THE TEXAS AND PACIFIC RAILROAD, 32
 CD0179'FEET SOUTHEAST OF MILEPOST 719, 20 FEET WEST OF THE CENTER OF A DIRT
 CD0179'ROAD, 7 FEET NORTHWEST OF A FENCE CORNER, 4 FEET NORTH OF A FENCE, 1
 CD0179'FOOT WEST OF A WOODEN WITNESS POST, IN THE TOP OF A LIMESTONE POST
 CD0179'WHICH PROJECTS 6 INCHES ABOVE THE GROUND, SURROUNDED BY THE LETTERS
 CD0179'USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0051 ***********************************************************************
 AB0051  DESIGNATION -  J 17
 AB0051  PID         -  AB0051
 AB0051  STATE/COUNTY-  TX/CAMERON
 AB0051  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0051
 AB0051                         *CURRENT SURVEY CONTROL
 AB0051  ___________________________________________________________________
 AB0051* NAD 83(1986)-  25 55 01.     (N)    097 23 51.     (W)     SCALED    
 AB0051* NAVD 88     -         4.640  (meters)      15.22   (feet)  ADJUSTED  
 AB0051  ___________________________________________________________________
 AB0051  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 AB0051  DYNAMIC HT  -           4.632 (meters)      15.20  (feet)  COMP
 AB0051  MODELED GRAV-     979,038.7   (mgal)                       NAVD 88
 AB0051
 AB0051  VERT ORDER  -  SECOND    CLASS 0
 AB0051
 AB0051.The horizontal coordinates were scaled from a topographic map and have
 AB0051.an estimated accuracy of +/- 6 seconds.
 AB0051
 AB0051.The orthometric height was determined by differential leveling
 AB0051.and adjusted by the National Geodetic Survey in June 1991..
 AB0051
 AB0051.The geoid height was determined by GEOID03.
 AB0051
 AB0051.The dynamic height is computed by dividing the NAVD 88
 AB0051.geopotential number by the normal gravity value computed on the
 AB0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0051.degrees latitude (g = 980.6199 gals.).
 AB0051
 AB0051.The modeled gravity was interpolated from observed gravity values.
 AB0051
 AB0051;                    North         East    Units  Estimated Accuracy
 AB0051;SPC TX S     - 5,028,210.      410,460.      MT  (+/- 180 meters Scaled)
 AB0051
 AB0051                          SUPERSEDED SURVEY CONTROL
 AB0051
 AB0051  NGVD 29 (??/??/92)    4.74   (m)           15.6    (f) COMPUTED    2 0
 AB0051
 AB0051.Superseded values are not recommended for survey control.
 AB0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0051.See file dsdata.txt to determine how the superseded data were derived.
 AB0051
 AB0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP605674(NAD 83)
 AB0051_MARKER: DD = SURVEY DISK
 AB0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0051_SP_SET: CULVERT
 AB0051_STAMPING: J 17 15.43
 AB0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0051
 AB0051  HISTORY     - Date     Condition        Report By
 AB0051  HISTORY     - UNK      MONUMENTED
 AB0051  HISTORY     - 1950     GOOD             NGS
 AB0051  HISTORY     - 1982     GOOD             NGS
 AB0051  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0051
 AB0051                          STATION DESCRIPTION
 AB0051
 AB0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0051'6.8 MI NE FROM BROWNSVILLE.
 AB0051'TO REACH FROM INTERSECTION OF TEXAS STATE HIGHWAYS NO. 4 (E 14TH
 AB0051'STREET) AND NO. 48 (BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED E. ON
 AB0051'HIGHWAY NO. 4 FOR 4.6 MILES TO A LARGE CONCRETE CULVERT AND SITE OF
 AB0051'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF THE TOP OF THE
 AB0051'N. HEADWALL OF THE CULVERT, 22 FT. N. OF AND APPROXIMATELY 4.0 FEET
 AB0051'BELOW THE CENTERLINE OF THE HIGHWAY.  A CAMERON COUNTY DISK SET IN
 AB0051'DRILL HOLE.
 AB0051
 AB0051                          STATION RECOVERY (1982)
 AB0051
 AB0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0051'1.0 MI. NORTHEAST AND 4.4 MILES EAST ALONG STATE HIGHWAY 4 FROM THE
 AB0051'INTERSECTION OF SOUTHMOST ROAD AT BROWNSVILLE, CAMERON COUNTY, AT A
 AB0051'LARGE CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH
 AB0051'HEADWALL, 22 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 4
 AB0051'FEET BELOW THE LEVEL OF THE HIGHWAY.
 AB0051
 AB0051                          STATION RECOVERY (1990)
 AB0051
 AB0051'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1098 ***********************************************************************
 AY1098  DESIGNATION -  J 17
 AY1098  PID         -  AY1098
 AY1098  STATE/COUNTY-  TX/BEXAR
 AY1098  USGS QUAD   -  HELOTES (1992)
 AY1098
 AY1098                         *CURRENT SURVEY CONTROL
 AY1098  ___________________________________________________________________
 AY1098* NAD 83(1986)-  29 31 42.     (N)    098 38 30.     (W)     SCALED    
 AY1098* NAVD 88     -       263.13   (+/-2cm)     863.3    (feet)  VERTCON   
 AY1098  ___________________________________________________________________
 AY1098  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AY1098
 AY1098  VERT ORDER  -  THIRD (See Below)
 AY1098
 AY1098.The horizontal coordinates were scaled from a topographic map and have
 AY1098.an estimated accuracy of +/- 6 seconds.
 AY1098
 AY1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1098.The vertical order pertains to the NGVD 29 superseded value.
 AY1098
 AY1098.The geoid height was determined by GEOID03.
 AY1098
 AY1098;                    North         East    Units  Estimated Accuracy
 AY1098;SPC TXSC     - 4,187,900.      634,730.      MT  (+/- 180 meters Scaled)
 AY1098
 AY1098                          SUPERSEDED SURVEY CONTROL
 AY1098
 AY1098  NGVD 29 (01/29/03)  263.01   (m)          862.9    (f) RESET       3  
 AY1098
 AY1098.Superseded values are not recommended for survey control.
 AY1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1098.See file dsdata.txt to determine how the superseded data were derived.
 AY1098
 AY1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT347665(NAD 83)
 AY1098_MARKER: DD = SURVEY DISK
 AY1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1098_STAMPING: J 17 862.870
 AY1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1098+STABILITY: SURFACE MOTION
 AY1098
 AY1098  HISTORY     - Date     Condition        Report By
 AY1098  HISTORY     - UNK      MONUMENTED       TXHD
 AY1098  HISTORY     - 1970     GOOD             NGS
 AY1098  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1098
 AY1098                          STATION DESCRIPTION
 AY1098
 AY1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY1098'4.15 MI NW FROM SAN ANTONIO.
 AY1098'ABOUT 4.15 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 AY1098'WITH INTERSTATE 410 IN THE NORTHERN PART OF SAN ANTONIO TO SITE OF
 AY1098'BENCH MARK, 0.1 MILE NORTHWEST OF THE BRIDGE OVER FRENCH CREEK, 87
 AY1098'FEET SOUTHWEST OF THE HIGHWAY CENTER LINE, 50 FEET SOUTHEAST OF A
 AY1098'FENCE CORNER, 3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, BETWEEN TWO
 AY1098'4 X 4 IN. WOODEN WITNESS POSTS AND AT HIGHWAY STATION 272 + 13.  A
 AY1098'TEXAS HIGHWAY DEPARTMENT DISK, STAMPED J 17 862.870, IS SET ON TOP OF
 AY1098'AN IRON ROD IN A 13 FEET CONCRETE SHAFT.  THE MARK IS A 10 IN.
 AY1098'DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 AY1098
 AY1098                          STATION RECOVERY (2002)
 AY1098
 AY1098'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0052 ***********************************************************************
 AB0052  DESIGNATION -  J 17 RESET
 AB0052  PID         -  AB0052
 AB0052  STATE/COUNTY-  TX/CAMERON
 AB0052  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0052
 AB0052                         *CURRENT SURVEY CONTROL
 AB0052  ___________________________________________________________________
 AB0052* NAD 83(1986)-  25 55 01.     (N)    097 23 51.     (W)     SCALED    
 AB0052* NAVD 88     -         4.41   (+/-2cm)      14.5    (feet)  VERTCON   
 AB0052  ___________________________________________________________________
 AB0052  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 AB0052
 AB0052  VERT ORDER  -  THIRD (See Below)
 AB0052
 AB0052.The horizontal coordinates were scaled from a topographic map and have
 AB0052.an estimated accuracy of +/- 6 seconds.
 AB0052
 AB0052.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0052.The vertical order pertains to the NGVD 29 superseded value.
 AB0052
 AB0052.The geoid height was determined by GEOID03.
 AB0052
 AB0052;                    North         East    Units  Estimated Accuracy
 AB0052;SPC TX S     - 5,028,210.      410,460.      MT  (+/- 180 meters Scaled)
 AB0052
 AB0052                          SUPERSEDED SURVEY CONTROL
 AB0052
 AB0052  NGVD 29 (??/??/??)    4.50   (m)           14.8    (f) RESET       3  
 AB0052
 AB0052.Superseded values are not recommended for survey control.
 AB0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0052.See file dsdata.txt to determine how the superseded data were derived.
 AB0052
 AB0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP605674(NAD 83)
 AB0052_MARKER: DD = SURVEY DISK
 AB0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0052_SP_SET: CULVERT
 AB0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0052
 AB0052  HISTORY     - Date     Condition        Report By
 AB0052  HISTORY     - UNK      MONUMENTED
 AB0052  HISTORY     - 1951     GOOD             NGS
 AB0052  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0052
 AB0052                          STATION DESCRIPTION
 AB0052
 AB0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0052'5.4 MI E FROM BROWNSVILLE.
 AB0052'1.0 MILE NORTHEAST AND 4.4 MILES EAST ALONG STATE HIGHWAY 4 FROM THE
 AB0052'INTERSECTION OF SOUTHMOST ROAD AT BROWNSVILLE, CAMERON COUNTY, AT A
 AB0052'LARGE CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE NORTH
 AB0052'HEADWALL, 22 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 4
 AB0052'FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- BRASS TABLET IN SOUTH
 AB0052'HEADWALL OF FOUR 8 FT. X 8 FT. X 83 FT. 230+80. MILEPOST 6.6.
 AB0052
 AB0052                          STATION RECOVERY (1990)
 AB0052
 AB0052'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1344 ***********************************************************************
 AW1344  DESIGNATION -  J 171 RESET 1956
 AW1344  PID         -  AW1344
 AW1344  STATE/COUNTY-  TX/GALVESTON
 AW1344  USGS QUAD   -  FLAKE (1994)
 AW1344
 AW1344                         *CURRENT SURVEY CONTROL
 AW1344  ___________________________________________________________________
 AW1344* NAD 83(1986)-  29 23 31.     (N)    094 43 52.     (W)     SCALED    
 AW1344* NAVD 88     -         1.70   (+/-2cm)       5.6    (feet)  VERTCON   
 AW1344  ___________________________________________________________________
 AW1344  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW1344
 AW1344  VERT ORDER  -  THIRD (See Below)
 AW1344
 AW1344.The horizontal coordinates were scaled from a topographic map and have
 AW1344.an estimated accuracy of +/- 6 seconds.
 AW1344
 AW1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1344.The vertical order pertains to the NGVD 29 superseded value.
 AW1344
 AW1344.The geoid height was determined by GEOID03.
 AW1344
 AW1344;                    North         East    Units  Estimated Accuracy
 AW1344;SPC TXSC     - 4,180,300.    1,014,230.      MT  (+/- 180 meters Scaled)
 AW1344
 AW1344                          SUPERSEDED SURVEY CONTROL
 AW1344
 AW1344  NGVD 29 (??/??/??)    1.70   (m)            5.6    (f) RESET       3  
 AW1344
 AW1344.Superseded values are not recommended for survey control.
 AW1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1344.See file dsdata.txt to determine how the superseded data were derived.
 AW1344
 AW1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN320526(NAD 83)
 AW1344_MARKER: DB = BENCH MARK DISK
 AW1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1344_STAMPING: J 171 RESET 1956
 AW1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1344+STABILITY: SURFACE MOTION
 AW1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1344+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW1344
 AW1344  HISTORY     - Date     Condition        Report By
 AW1344  HISTORY     - 1956     MONUMENTED       CGS
 AW1344  HISTORY     - 1958     GOOD             NGS
 AW1344  HISTORY     - 1977     GOOD             NGS
 AW1344  HISTORY     - 1978     GOOD             NGS
 AW1344  HISTORY     - 1990     GOOD             USPSQD
 AW1344  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 AW1344  HISTORY     - 19990511 GOOD             USPSQD
 AW1344  HISTORY     - 20010430 GOOD             USPSQD
 AW1344  HISTORY     - 20020708 GOOD             USPSQD
 AW1344  HISTORY     - 20031009 GOOD             USPSQD
 AW1344  HISTORY     - 20041023 GOOD             USPSQD
 AW1344
 AW1344                          STATION DESCRIPTION
 AW1344
 AW1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1344'3.6 MI NE FROM PORT BOLIVAR.
 AW1344'ABOUT 3.6 MILE NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY LANDING
 AW1344'AT PORT BOLIVAR, 88 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 AW1344'64 FEET SOUTHWEST OF THE CENTER LINE OF AN OILED ROAD LEADING
 AW1344'SOUTHEAST, 72 FEET SOUTH OF THE SOUTH CORNER OF A CATTLE GUARD, 29
 AW1344'FEET SOUTHEAST OF A FENCE, 28 1/2 FEET SOUTHWEST OF A FENCE, 30 FEET
 AW1344'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND IN
 AW1344'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 AW1344
 AW1344                          STATION RECOVERY (1977)
 AW1344
 AW1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW1344'RECOVERED IN GOOD CONDITION.
 AW1344
 AW1344                          STATION RECOVERY (1978)
 AW1344
 AW1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1344'RECOVERED IN GOOD CONDITION.
 AW1344
 AW1344                          STATION RECOVERY (1990)
 AW1344
 AW1344'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1344'RECOVERED IN GOOD CONDITION.
 AW1344
 AW1344                          STATION RECOVERY (1991)
 AW1344
 AW1344'RECOVERY NOTE BY US POWER SQUADRON 1991 (BM)
 AW1344'MARK NOT FOUND.
 AW1344
 AW1344                          STATION RECOVERY (1999)
 AW1344
 AW1344'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1344'RECOVERED IN GOOD CONDITION.
 AW1344
 AW1344                          STATION RECOVERY (2001)
 AW1344
 AW1344'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1344'RECOVERED IN GOOD CONDITION.
 AW1344
 AW1344                          STATION RECOVERY (2002)
 AW1344
 AW1344'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1344'RECOVERED IN GOOD CONDITION.
 AW1344
 AW1344                          STATION RECOVERY (2003)
 AW1344
 AW1344'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1344'RECOVERED IN GOOD CONDITION.
 AW1344
 AW1344                          STATION RECOVERY (2004)
 AW1344
 AW1344'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1344'STAKE WITH ORANGEW TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2853 ***********************************************************************
 AW2853  DESIGNATION -  J 173
 AW2853  PID         -  AW2853
 AW2853  STATE/COUNTY-  TX/CHAMBERS
 AW2853  USGS QUAD   -  MONT BELVIEU (1994)
 AW2853
 AW2853                         *CURRENT SURVEY CONTROL
 AW2853  ___________________________________________________________________
 AW2853* NAD 83(1986)-  29 46 22.     (N)    094 54 46.     (W)     SCALED    
 AW2853* NAVD 88     -         3.14   (+/-2cm)      10.3    (feet)  VERTCON   
 AW2853  ___________________________________________________________________
 AW2853  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW2853
 AW2853  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2853
 AW2853.The horizontal coordinates were scaled from a topographic map and have
 AW2853.an estimated accuracy of +/- 6 seconds.
 AW2853
 AW2853.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2853.The vertical order pertains to the NGVD 29 superseded value.
 AW2853
 AW2853.The geoid height was determined by GEOID03.
 AW2853
 AW2853;                    North         East    Units  Estimated Accuracy
 AW2853;SPC TXSC     - 4,221,850.      995,130.      MT  (+/- 180 meters Scaled)
 AW2853
 AW2853                          SUPERSEDED SURVEY CONTROL
 AW2853
 AW2853  NGVD 29 (??/??/92)    3.14   (m)           10.3    (f) COMPUTED    1 2
 AW2853
 AW2853.Superseded values are not recommended for survey control.
 AW2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2853.See file dsdata.txt to determine how the superseded data were derived.
 AW2853
 AW2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN150951(NAD 83)
 AW2853_MARKER: DB = BENCH MARK DISK
 AW2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2853_STAMPING: J-173 1936
 AW2853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2853+STABILITY: SURFACE MOTION
 AW2853
 AW2853  HISTORY     - Date     Condition        Report By
 AW2853  HISTORY     - 1936     MONUMENTED       CGS
 AW2853  HISTORY     - 1937     GOOD             NGS
 AW2853  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2853  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2853  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 AW2853
 AW2853                          STATION DESCRIPTION
 AW2853
 AW2853'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2853'5.1 MI NE FROM GOOSE CREEK.
 AW2853'5.1 MILES NORTHEAST OF THE MUNICIPAL BUILDING.  ALONG THE HIGHWAY
 AW2853'BETWEEN GOOSE CREEK AND COVE, 56 FEET NORTHEAST OF 4 WAY ROAD
 AW2853'INTERSECTION, ON STEEP EASTERN SLOPE, 55 FEET NORTH OF THE CENTER LINE
 AW2853'OF ROAD, AND 47 FEET EAST OF THE CENTER LINE OF ROAD, ABOUT 100 FEET
 AW2853'FROM SINCLAIR SERVICE STATION, AND THE TOP OF THE POST IS FLUSH WITH
 AW2853'THE GROUND.  THE MARK IS ABOUT 0.2 MILE NORTH OF CEDAR BAYOU AND THE
 AW2853'CHAMBERS-HARRIS COUNTY LINE.
 AW2853
 AW2853                          STATION RECOVERY (1937)
 AW2853
 AW2853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 AW2853'RECOVERED IN GOOD CONDITION.
 AW2853
 AW2853                          STATION RECOVERY (1997)
 AW2853
 AW2853'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2853'MARK NOT FOUND.
 AW2853
 AW2853                          STATION RECOVERY (2001)
 AW2853
 AW2853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2853'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2853
 AW2853                          STATION RECOVERY (2005)
 AW2853
 AW2853'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3764 ***********************************************************************
 AW3764  DESIGNATION -  J 174
 AW3764  PID         -  AW3764
 AW3764  STATE/COUNTY-  TX/HARRIS
 AW3764  USGS QUAD   -  SETTEGAST (1995)
 AW3764
 AW3764                         *CURRENT SURVEY CONTROL
 AW3764  ___________________________________________________________________
 AW3764* NAD 83(1986)-  29 45 37.     (N)    095 20 03.     (W)     SCALED    
 AW3764* NAVD 88     -        12.14   (+/-2cm)      39.8    (feet)  VERTCON   
 AW3764  ___________________________________________________________________
 AW3764  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW3764
 AW3764  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3764
 AW3764.The horizontal coordinates were scaled from a topographic map and have
 AW3764.an estimated accuracy of +/- 6 seconds.
 AW3764
 AW3764.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3764.The vertical order pertains to the NGVD 29 superseded value.
 AW3764
 AW3764.The geoid height was determined by GEOID03.
 AW3764
 AW3764;                    North         East    Units  Estimated Accuracy
 AW3764;SPC TXSC     - 4,219,110.      954,450.      MT  (+/- 180 meters Scaled)
 AW3764
 AW3764                          SUPERSEDED SURVEY CONTROL
 AW3764
 AW3764  NGVD 29 (??/??/92)   12.135  (m)           39.81   (f) ADJ UNCH    1 2
 AW3764
 AW3764.Superseded values are not recommended for survey control.
 AW3764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3764.See file dsdata.txt to determine how the superseded data were derived.
 AW3764
 AW3764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN743945(NAD 83)
 AW3764_MARKER: DB = BENCH MARK DISK
 AW3764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3764_STAMPING: J-174 1936
 AW3764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3764+STABILITY: SURFACE MOTION
 AW3764
 AW3764  HISTORY     - Date     Condition        Report By
 AW3764  HISTORY     - 1936     MONUMENTED       CGS
 AW3764  HISTORY     - 1943     MARK NOT FOUND   NGS
 AW3764  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW3764  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AW3764
 AW3764                          STATION DESCRIPTION
 AW3764
 AW3764'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW3764'IN HOUSTON.
 AW3764'NEAR THE SOUTH END OF SOUTHERN PACIFIC RAILROAD BRIDGE OVER BUFFALO
 AW3764'BAYOU, NORTH OF H-174, IN RAILROAD FILL, 6 FEET SOUTH OF WARNING POST,
 AW3764'AND 6 FEET WEST OF THE WEST RAIL OF RAILROAD TRACK.  THE CONCRETE POST
 AW3764'IS FLUSH WITH THE GROUND.  ABOUT 150 FEET NORTHEAST OF CITY
 AW3764'INCINERATOR AND TO EAST OF DUMPING YARD.
 AW3764
 AW3764                          STATION RECOVERY (1943)
 AW3764
 AW3764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW3764'MARK NOT FOUND.
 AW3764
 AW3764                          STATION RECOVERY (1996)
 AW3764
 AW3764'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3764'MARK NOT FOUND.
 AW3764
 AW3764                          STATION RECOVERY (2004)
 AW3764
 AW3764'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1236 ***********************************************************************
 AN1236  DESIGNATION -  J 175
 AN1236  PID         -  AN1236
 AN1236  STATE/COUNTY-  TX/REFUGIO
 AN1236  USGS QUAD   -  REFUGIO (1979)
 AN1236
 AN1236                         *CURRENT SURVEY CONTROL
 AN1236  ___________________________________________________________________
 AN1236* NAD 83(1986)-  28 17 23.     (N)    097 19 28.     (W)     SCALED    
 AN1236* NAVD 88     -        16.39   (+/-2cm)      53.8    (feet)  VERTCON   
 AN1236  ___________________________________________________________________
 AN1236  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1236
 AN1236  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1236
 AN1236.The horizontal coordinates were scaled from a topographic map and have
 AN1236.an estimated accuracy of +/- 6 seconds.
 AN1236
 AN1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1236.The vertical order pertains to the NGVD 29 superseded value.
 AN1236
 AN1236.The geoid height was determined by GEOID03.
 AN1236
 AN1236;                    North         East    Units  Estimated Accuracy
 AN1236;SPC TXSC     - 4,051,760.      764,370.      MT  (+/- 180 meters Scaled)
 AN1236
 AN1236                          SUPERSEDED SURVEY CONTROL
 AN1236
 AN1236  NGVD 29 (??/??/92)   16.54   (m)           54.3    (f) COMPUTED    1 2
 AN1236
 AN1236.Superseded values are not recommended for survey control.
 AN1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1236.See file dsdata.txt to determine how the superseded data were derived.
 AN1236
 AN1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS643304(NAD 83)
 AN1236_MARKER: DB = BENCH MARK DISK
 AN1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1236_STAMPING: J 175 1950
 AN1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1236+STABILITY: SURFACE MOTION
 AN1236
 AN1236  HISTORY     - Date     Condition        Report By
 AN1236  HISTORY     - 1950     MONUMENTED       CGS
 AN1236  HISTORY     - 19940716 GOOD             USPSQD
 AN1236  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1236
 AN1236                          STATION DESCRIPTION
 AN1236
 AN1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN1236'3.65 MI W FROM REFUGIO.
 AN1236'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1236'REFUGIO, THENCE 0.5 MILE NORTHWEST ALONG AN OILED ROAD, THENCE 0.9
 AN1236'MILE WEST ALONG AN OILED ROAD, THENCE 0.45 MILE WEST ALONG A GRAVELED
 AN1236'ROAD, AT THE ROOKE AIRPORT, 10 FEET NORTHWEST OF THE SOUTHWEST CORNER
 AN1236'OF THE WEST HANGAR, 7 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AN1236'WEST HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 AN1236'ABOVE THE GROUND.  IN MAY 1953, US.
 AN1236
 AN1236                          STATION RECOVERY (1994)
 AN1236
 AN1236'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1236'RECOVERED IN GOOD CONDITION.
 AN1236
 AN1236                          STATION RECOVERY (1999)
 AN1236
 AN1236'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0974 ***********************************************************************
 AH0974  DESIGNATION -  J 177
 AH0974  PID         -  AH0974
 AH0974  STATE/COUNTY-  TX/NUECES
 AH0974  USGS QUAD   -  AGUA DULCE (1979)
 AH0974
 AH0974                         *CURRENT SURVEY CONTROL
 AH0974  ___________________________________________________________________
 AH0974* NAD 83(1986)-  27 46 32.     (N)    097 54 03.     (W)     SCALED    
 AH0974* NAVD 88     -        36.944  (meters)     121.21   (feet)  ADJUSTED  
 AH0974  ___________________________________________________________________
 AH0974  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH0974  DYNAMIC HT  -          36.887 (meters)     121.02  (feet)  COMP
 AH0974  MODELED GRAV-     979,106.6   (mgal)                       NAVD 88
 AH0974
 AH0974  VERT ORDER  -  FIRST     CLASS II
 AH0974
 AH0974.The horizontal coordinates were scaled from a topographic map and have
 AH0974.an estimated accuracy of +/- 6 seconds.
 AH0974
 AH0974.The orthometric height was determined by differential leveling
 AH0974.and adjusted by the National Geodetic Survey in June 1991..
 AH0974
 AH0974.The geoid height was determined by GEOID03.
 AH0974
 AH0974.The dynamic height is computed by dividing the NAVD 88
 AH0974.geopotential number by the normal gravity value computed on the
 AH0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0974.degrees latitude (g = 980.6199 gals.).
 AH0974
 AH0974.The modeled gravity was interpolated from observed gravity values.
 AH0974
 AH0974;                    North         East    Units  Estimated Accuracy
 AH0974;SPC TX S     - 5,233,800.      359,060.      MT  (+/- 180 meters Scaled)
 AH0974
 AH0974                          SUPERSEDED SURVEY CONTROL
 AH0974
 AH0974  NGVD 29 (??/??/92)   37.054  (m)          121.57   (f) ADJ UNCH    1 2
 AH0974
 AH0974.Superseded values are not recommended for survey control.
 AH0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0974.See file dsdata.txt to determine how the superseded data were derived.
 AH0974
 AH0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR083728(NAD 83)
 AH0974_MARKER: DB = BENCH MARK DISK
 AH0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0974_STAMPING: J 177 1950
 AH0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0974+STABILITY: SURFACE MOTION
 AH0974
 AH0974  HISTORY     - Date     Condition        Report By
 AH0974  HISTORY     - 1950     MONUMENTED       CGS
 AH0974  HISTORY     - 1951     GOOD             NGS
 AH0974
 AH0974                          STATION DESCRIPTION
 AH0974
 AH0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0974'0.95 MI SE FROM AGUA DULCE.
 AH0974'0.6 MILE EAST ALONG A GRAVELED ROAD FROM THE TEXAS MEXICAN RAILROAD
 AH0974'STATION AT AGUA DULCE, THENCE 0.35 MILE SOUTH ALONG AN ASPHALT ROAD,
 AH0974'40 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 46 FEET
 AH0974'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 1.7 FEET SOUTH OF A
 AH0974'TELEPHONE POLE, 1.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AH0974'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0468 ***********************************************************************
 AB0468  DESIGNATION -  J 178
 AB0468  PID         -  AB0468
 AB0468  STATE/COUNTY-  TX/CAMERON
 AB0468  USGS QUAD   -  RIO HONDO (1980)
 AB0468
 AB0468                         *CURRENT SURVEY CONTROL
 AB0468  ___________________________________________________________________
 AB0468* NAD 83(1986)-  26 07 57.     (N)    097 36 57.     (W)     SCALED    
 AB0468* NAVD 88     -         9.409  (meters)      30.87   (feet)  ADJUSTED  
 AB0468  ___________________________________________________________________
 AB0468  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AB0468  DYNAMIC HT  -           9.394 (meters)      30.82  (feet)  COMP
 AB0468  MODELED GRAV-     979,034.9   (mgal)                       NAVD 88
 AB0468
 AB0468  VERT ORDER  -  FIRST     CLASS II
 AB0468
 AB0468.The horizontal coordinates were scaled from a topographic map and have
 AB0468.an estimated accuracy of +/- 6 seconds.
 AB0468
 AB0468.The orthometric height was determined by differential leveling
 AB0468.and adjusted by the National Geodetic Survey in June 1991..
 AB0468
 AB0468.The geoid height was determined by GEOID03.
 AB0468
 AB0468.The dynamic height is computed by dividing the NAVD 88
 AB0468.geopotential number by the normal gravity value computed on the
 AB0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0468.degrees latitude (g = 980.6199 gals.).
 AB0468
 AB0468.The modeled gravity was interpolated from observed gravity values.
 AB0468
 AB0468;                    North         East    Units  Estimated Accuracy
 AB0468;SPC TX S     - 5,051,920.      388,420.      MT  (+/- 180 meters Scaled)
 AB0468
 AB0468                          SUPERSEDED SURVEY CONTROL
 AB0468
 AB0468  NGVD 29 (??/??/92)    9.518  (m)           31.23   (f) ADJ UNCH    1 2
 AB0468
 AB0468.Superseded values are not recommended for survey control.
 AB0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0468.See file dsdata.txt to determine how the superseded data were derived.
 AB0468
 AB0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP383910(NAD 83)
 AB0468_MARKER: DB = BENCH MARK DISK
 AB0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0468_STAMPING: J 178 1951
 AB0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0468+STABILITY: SURFACE MOTION
 AB0468
 AB0468  HISTORY     - Date     Condition        Report By
 AB0468  HISTORY     - 1951     MONUMENTED       CGS
 AB0468  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0468  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0468  HISTORY     - 1988     GOOD             USPSQD
 AB0468  HISTORY     - 19910325 MARK NOT FOUND   USPSQD
 AB0468
 AB0468                          STATION DESCRIPTION
 AB0468
 AB0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0468'1.15 MI E FROM SAN BENITO.
 AB0468'0.35 MILE NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0468'SAN BENITO, THENCE 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 77, AT THE
 AB0468'SAN BENITO MUNICIPAL AIRPORT, AT THE EAST CORNER OF THE NORTH HANGAR,
 AB0468'3 FEET SOUTHEAST OF THE EAST CORNER OF THE HANGAR, SET IN THE TOP OF A
 AB0468'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AB0468
 AB0468                          STATION RECOVERY (1981)
 AB0468
 AB0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0468'NOT RECOVERED, POST FOUND, DISK GONE CONSIDERED DESTROYED.
 AB0468
 AB0468                          STATION RECOVERY (1987)
 AB0468
 AB0468'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0468'MARK NOT FOUND.
 AB0468
 AB0468                          STATION RECOVERY (1988)
 AB0468
 AB0468'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0468'RECOVERED IN GOOD CONDITION.
 AB0468
 AB0468                          STATION RECOVERY (1991)
 AB0468
 AB0468'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0511 ***********************************************************************
 AH0511  DESIGNATION -  J 179
 AH0511  PID         -  AH0511
 AH0511  STATE/COUNTY-  TX/KENEDY
 AH0511  USGS QUAD   -  SARITA (1979)
 AH0511
 AH0511                         *CURRENT SURVEY CONTROL
 AH0511  ___________________________________________________________________
 AH0511* NAD 83(1986)-  27 09 06.     (N)    097 47 35.     (W)     SCALED    
 AH0511* NAVD 88     -        11.574  (meters)      37.97   (feet)  ADJUSTED  
 AH0511  ___________________________________________________________________
 AH0511  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AH0511  DYNAMIC HT  -          11.556 (meters)      37.91  (feet)  COMP
 AH0511  MODELED GRAV-     979,087.9   (mgal)                       NAVD 88
 AH0511
 AH0511  VERT ORDER  -  FIRST     CLASS II
 AH0511
 AH0511.The horizontal coordinates were scaled from a topographic map and have
 AH0511.an estimated accuracy of +/- 6 seconds.
 AH0511
 AH0511.The orthometric height was determined by differential leveling
 AH0511.and adjusted by the National Geodetic Survey in June 1991..
 AH0511
 AH0511.The geoid height was determined by GEOID03.
 AH0511
 AH0511.The dynamic height is computed by dividing the NAVD 88
 AH0511.geopotential number by the normal gravity value computed on the
 AH0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0511.degrees latitude (g = 980.6199 gals.).
 AH0511
 AH0511.The modeled gravity was interpolated from observed gravity values.
 AH0511
 AH0511;                    North         East    Units  Estimated Accuracy
 AH0511;SPC TX S     - 5,164,720.      370,070.      MT  (+/- 180 meters Scaled)
 AH0511
 AH0511                          SUPERSEDED SURVEY CONTROL
 AH0511
 AH0511  NGVD 29 (??/??/92)   11.672  (m)           38.29   (f) ADJ UNCH    1 2
 AH0511
 AH0511.Superseded values are not recommended for survey control.
 AH0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0511.See file dsdata.txt to determine how the superseded data were derived.
 AH0511
 AH0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR195038(NAD 83)
 AH0511_MARKER: DB = BENCH MARK DISK
 AH0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0511_STAMPING: J 179 1951
 AH0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0511+STABILITY: SURFACE MOTION
 AH0511
 AH0511  HISTORY     - Date     Condition        Report By
 AH0511  HISTORY     - 1951     MONUMENTED       CGS
 AH0511  HISTORY     - 1975     GOOD             USGS
 AH0511  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0511  HISTORY     - 1988     GOOD             USPSQD
 AH0511  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AH0511
 AH0511                          STATION DESCRIPTION
 AH0511
 AH0511'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0511'5.0 MI S FROM SARITA.
 AH0511'AT THE INTERSECTION OF U.S. HIGHWAY 77 AT THE EAST-WEST ROAD CROSSING
 AH0511'AT SARITA, THENCE 5.0 MILES SOUTH ALONG HWY 77 AT A JUNCTION OF A
 AH0511'CALICHE ROAD LEADING EAST, 161 FEET SOUTH OF CENTER LINE OF GATE AND
 AH0511'ROADEAST, 89 FEET EAST OF THE CENTER LINE OF THE HWY, 1 FOOT WEST OF
 AH0511'ROW FENCE, A DISK SET IN THE TOP OF A CONCRETE POST 0.5 FOOT ABOVE
 AH0511'GROUND.
 AH0511
 AH0511                          STATION RECOVERY (1981)
 AH0511
 AH0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0511'NOT RECOVERED THIS DATE, PRESUMED DESTROYED, RESET IN 1974.
 AH0511
 AH0511                          STATION RECOVERY (1988)
 AH0511
 AH0511'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0511'RECOVERED IN GOOD CONDITION.
 AH0511
 AH0511                          STATION RECOVERY (2004)
 AH0511
 AH0511'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0512 ***********************************************************************
 AH0512  DESIGNATION -  J 179 RESET 1974
 AH0512  PID         -  AH0512
 AH0512  STATE/COUNTY-  TX/KENEDY
 AH0512  USGS QUAD   -  SARITA (1979)
 AH0512
 AH0512                         *CURRENT SURVEY CONTROL
 AH0512  ___________________________________________________________________
 AH0512* NAD 83(1986)-  27 09 06.     (N)    097 47 37.     (W)     SCALED    
 AH0512* NAVD 88     -        11.002  (meters)      36.10   (feet)  ADJUSTED  
 AH0512  ___________________________________________________________________
 AH0512  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AH0512  DYNAMIC HT  -          10.985 (meters)      36.04  (feet)  COMP
 AH0512  MODELED GRAV-     979,087.9   (mgal)                       NAVD 88
 AH0512
 AH0512  VERT ORDER  -  FIRST     CLASS II
 AH0512
 AH0512.The horizontal coordinates were scaled from a topographic map and have
 AH0512.an estimated accuracy of +/- 6 seconds.
 AH0512
 AH0512.The orthometric height was determined by differential leveling
 AH0512.and adjusted by the National Geodetic Survey in June 1991..
 AH0512
 AH0512.The geoid height was determined by GEOID03.
 AH0512
 AH0512.The dynamic height is computed by dividing the NAVD 88
 AH0512.geopotential number by the normal gravity value computed on the
 AH0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0512.degrees latitude (g = 980.6199 gals.).
 AH0512
 AH0512.The modeled gravity was interpolated from observed gravity values.
 AH0512
 AH0512;                    North         East    Units  Estimated Accuracy
 AH0512;SPC TX S     - 5,164,720.      370,010.      MT  (+/- 180 meters Scaled)
 AH0512
 AH0512                          SUPERSEDED SURVEY CONTROL
 AH0512
 AH0512.No superseded survey control is available for this station.
 AH0512
 AH0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR195038(NAD 83)
 AH0512_MARKER: DB = BENCH MARK DISK
 AH0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0512_STAMPING: J 179 RESET 1974
 AH0512_MARK LOGO: NGS   
 AH0512_PROJECTION: FLUSH
 AH0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0512+STABILITY: SURFACE MOTION
 AH0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0512+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AH0512
 AH0512  HISTORY     - Date     Condition        Report By
 AH0512  HISTORY     - 1974     MONUMENTED       NGS
 AH0512  HISTORY     - 1981     GOOD             NGS
 AH0512  HISTORY     - 20040204 GOOD             USPSQD
 AH0512
 AH0512                          STATION DESCRIPTION
 AH0512
 AH0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0512'5 MI S FROM SARITA.
 AH0512'FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN SURFACE ROAD FOR 0.15
 AH0512'MILE TO THE INTERSECTION OF U.S. HWY. 77.  TURN RIGHT AND GO SOUTH ON
 AH0512'U.S. HWY. 77 FOR 5.1 MILES TO MARK ON THE RIGHT, ACROSS THE HIGHWAY
 AH0512'AND SOUTHWEST OF A GUARD-GATE.  STANDARD BENCH MARK DISK, SET IN THE
 AH0512'TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND THE
 AH0512'DISK IS STAMPED J 179 RESET 1974.  IT IS 106 FEET SOUTH OF THE SOUTH
 AH0512'END OF GATE, 137 FEET SOUTH OF A HILINE POLE WITH METER, 90 FEET WEST
 AH0512'OF THE CENTER-LINE OF U.S. HWY. 77, 2 FEET SOUTH OF A METAL WITNESS
 AH0512'POST AND 0.6 FEET EAST OF FENCE-LINE.
 AH0512
 AH0512                          STATION RECOVERY (1981)
 AH0512
 AH0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0512'RECOVERED THIS DATE.  NOTE-8.1 KM (5.05 MI) SOUTH ALONG U.S. HIGHWAY
 AH0512'77 SOUTHBOUND FROM THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE
 AH0512'POST OFFICE IN SARITA.
 AH0512
 AH0512                          STATION RECOVERY (2004)
 AH0512
 AH0512'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0625 ***********************************************************************
 CD0625  DESIGNATION -  J 18 RESET 1951
 CD0625  PID         -  CD0625
 CD0625  STATE/COUNTY-  TX/HUDSPETH
 CD0625  USGS QUAD   -  CAMPO GRANDE MOUNTAIN (1972)
 CD0625
 CD0625                         *CURRENT SURVEY CONTROL
 CD0625  ___________________________________________________________________
 CD0625* NAD 83(1986)-  31 15 50.     (N)    105 40 20.     (W)     SCALED    
 CD0625* NAVD 88     -      1181.000  (meters)    3874.66   (feet)  ADJUSTED  
 CD0625  ___________________________________________________________________
 CD0625  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CD0625  DYNAMIC HT  -        1179.142 (meters)    3868.57  (feet)  COMP
 CD0625  MODELED GRAV-     979,027.0   (mgal)                       NAVD 88
 CD0625
 CD0625  VERT ORDER  -  FIRST     CLASS II
 CD0625
 CD0625.The horizontal coordinates were scaled from a topographic map and have
 CD0625.an estimated accuracy of +/- 6 seconds.
 CD0625
 CD0625.The orthometric height was determined by differential leveling
 CD0625.and adjusted by the National Geodetic Survey in June 1991..
 CD0625
 CD0625.The geoid height was determined by GEOID03.
 CD0625
 CD0625.The dynamic height is computed by dividing the NAVD 88
 CD0625.geopotential number by the normal gravity value computed on the
 CD0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0625.degrees latitude (g = 980.6199 gals.).
 CD0625
 CD0625.The modeled gravity was interpolated from observed gravity values.
 CD0625
 CD0625;                    North         East    Units  Estimated Accuracy
 CD0625;SPC TX C     - 3,189,260.      191,770.      MT  (+/- 180 meters Scaled)
 CD0625
 CD0625                          SUPERSEDED SURVEY CONTROL
 CD0625
 CD0625  NGVD 29 (??/??/92) 1180.425  (m)         3872.78   (f) ADJ UNCH    1 2
 CD0625
 CD0625.Superseded values are not recommended for survey control.
 CD0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0625.See file dsdata.txt to determine how the superseded data were derived.
 CD0625
 CD0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ360590(NAD 83)
 CD0625_MARKER: DB = BENCH MARK DISK
 CD0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0625_STAMPING: J 18 RESET 1951
 CD0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0625+STABILITY: SURFACE MOTION
 CD0625
 CD0625  HISTORY     - Date     Condition        Report By
 CD0625  HISTORY     - 1951     MONUMENTED       CGS
 CD0625  HISTORY     - 1956     GOOD             NGS
 CD0625
 CD0625                          STATION DESCRIPTION
 CD0625
 CD0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0625'2.7 MI W FROM FINLAY.
 CD0625'2.7 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0625'SECTION FOREMANS HOUSE AT FINLAY, 0.25 MILE WEST OF THE WEST END OF A
 CD0625'CUT, 12 POLES WEST OF MILEPOST 761, 15 RAILS WEST OF THE WEST END OF
 CD0625'TRESTLE 761.15, 78.5 FEET NORTH OF THE NORTH RAIL, 77 FEET NORTHEAST
 CD0625'OF A TELEPHONE POLE, 2 FEET SOUTH OF A FENCE, 4 FEET BELOW THE TOP OF
 CD0625'THE RAILS, SURROUNDED BY THE LETTERS USBM, SET IN THE TOP OF A
 CD0625'LIMESTONE POST WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0393 ***********************************************************************
 BZ0393  DESIGNATION -  J 18 USGS
 BZ0393  PID         -  BZ0393
 BZ0393  STATE/COUNTY-  TX/ROBERTSON
 BZ0393  USGS QUAD   -  FRANKLIN (1982)
 BZ0393
 BZ0393                         *CURRENT SURVEY CONTROL
 BZ0393  ___________________________________________________________________
 BZ0393* NAD 83(1986)-  31 01 37.     (N)    096 29 13.     (W)     SCALED    
 BZ0393* NAVD 88     -       139.24   (+/-2cm)     456.8    (feet)  VERTCON   
 BZ0393  ___________________________________________________________________
 BZ0393  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ0393
 BZ0393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0393
 BZ0393.The horizontal coordinates were scaled from a topographic map and have
 BZ0393.an estimated accuracy of +/- 6 seconds.
 BZ0393
 BZ0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0393.The vertical order pertains to the NGVD 29 superseded value.
 BZ0393
 BZ0393.The geoid height was determined by GEOID03.
 BZ0393
 BZ0393;                    North         East    Units  Estimated Accuracy
 BZ0393;SPC TX C     - 3,157,140.    1,067,130.      MT  (+/- 180 meters Scaled)
 BZ0393
 BZ0393                          SUPERSEDED SURVEY CONTROL
 BZ0393
 BZ0393  NGVD 29 (??/??/92)  139.203  (m)          456.70   (f) ADJ UNCH    2 0
 BZ0393
 BZ0393.Superseded values are not recommended for survey control.
 BZ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0393.See file dsdata.txt to determine how the superseded data were derived.
 BZ0393
 BZ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV398353(NAD 83)
 BZ0393_MARKER: DD = SURVEY DISK
 BZ0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0393_SP_SET: PORCH
 BZ0393_STAMPING: 456.705 J 18 1924
 BZ0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ0393+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 BZ0393
 BZ0393  HISTORY     - Date     Condition        Report By
 BZ0393  HISTORY     - 1924     MONUMENTED       USGS
 BZ0393  HISTORY     - 1990     GOOD             USPSQD
 BZ0393  HISTORY     - 19940820 GOOD             USPSQD
 BZ0393  HISTORY     - 20040107 GOOD             JCLS
 BZ0393  HISTORY     - 20050213 GOOD             JCLS
 BZ0393  HISTORY     - 20060419 GOOD             JAC
 BZ0393
 BZ0393                          STATION DESCRIPTION
 BZ0393
 BZ0393'DESCRIBED BY US GEOLOGICAL SURVEY 1924
 BZ0393'IN FRANKLIN.
 BZ0393'AT FRANKLIN, ROBERTSON COUNTY, AT THE COUNTY COURTHOUSE, 12 FEET SOUTH
 BZ0393'OF THE CENTER OF THE ENTRANCE, IN THE TOP OF A CONCRETE PANEL OF THE
 BZ0393'PORCH, AND 3.7 FEET ABOVE THE GROUND.  A UNITED STATE GEOLOGICAL
 BZ0393'SURVEY STANDARD DISK, STAMPED 456.705 J 18 1924.
 BZ0393
 BZ0393                          STATION RECOVERY (1990)
 BZ0393
 BZ0393'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ0393'RECOVERED IN GOOD CONDITION.
 BZ0393
 BZ0393                          STATION RECOVERY (1994)
 BZ0393
 BZ0393'RECOVERY NOTE BY US POWER SQUADRON 1994
 BZ0393'RECOVERED IN GOOD CONDITION.
 BZ0393
 BZ0393                          STATION RECOVERY (2004)
 BZ0393
 BZ0393'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 BZ0393'RECOVERED IN GOOD CONDITION.
 BZ0393
 BZ0393                          STATION RECOVERY (2005)
 BZ0393
 BZ0393'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 BZ0393'RECOVERED IN GOOD CONDITION.
 BZ0393
 BZ0393                          STATION RECOVERY (2006)
 BZ0393
 BZ0393'RECOVERY NOTE BY JOHN T JAKUBIK AND ASSOCIATES 2006 (JLF)
 BZ0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0394 ***********************************************************************
 CD0394  DESIGNATION -  J 181
 CD0394  PID         -  CD0394
 CD0394  STATE/COUNTY-  TX/HUDSPETH
 CD0394  USGS QUAD   -  CORNUDAS (1984)
 CD0394
 CD0394                         *CURRENT SURVEY CONTROL
 CD0394  ___________________________________________________________________
 CD0394* NAD 83(1986)-  31 46 14.     (N)    105 24 58.     (W)     SCALED    
 CD0394* NAVD 88     -      1292.429  (meters)    4240.24   (feet)  ADJUSTED  
 CD0394  ___________________________________________________________________
 CD0394  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CD0394  DYNAMIC HT  -        1290.470 (meters)    4233.82  (feet)  COMP
 CD0394  MODELED GRAV-     979,079.1   (mgal)                       NAVD 88
 CD0394
 CD0394  VERT ORDER  -  FIRST     CLASS II
 CD0394
 CD0394.The horizontal coordinates were scaled from a topographic map and have
 CD0394.an estimated accuracy of +/- 6 seconds.
 CD0394
 CD0394.The orthometric height was determined by differential leveling
 CD0394.and adjusted by the National Geodetic Survey in June 1991..
 CD0394
 CD0394.The geoid height was determined by GEOID03.
 CD0394
 CD0394.The dynamic height is computed by dividing the NAVD 88
 CD0394.geopotential number by the normal gravity value computed on the
 CD0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0394.degrees latitude (g = 980.6199 gals.).
 CD0394
 CD0394.The modeled gravity was interpolated from observed gravity values.
 CD0394
 CD0394;                    North         East    Units  Estimated Accuracy
 CD0394;SPC TX C     - 3,244,230.      218,700.      MT  (+/- 180 meters Scaled)
 CD0394
 CD0394                          SUPERSEDED SURVEY CONTROL
 CD0394
 CD0394  NGVD 29 (??/??/92) 1291.870  (m)         4238.41   (f) ADJ UNCH    1 2
 CD0394
 CD0394.Superseded values are not recommended for survey control.
 CD0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0394.See file dsdata.txt to determine how the superseded data were derived.
 CD0394
 CD0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR605150(NAD 83)
 CD0394_MARKER: DB = BENCH MARK DISK
 CD0394_SETTING: 80 = SET IN A BOULDER
 CD0394_SP_SET: BOULDER
 CD0394_STAMPING: J 181 1933
 CD0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0394+STABILITY: SURFACE MOTION
 CD0394
 CD0394  HISTORY     - Date     Condition        Report By
 CD0394  HISTORY     - 1933     MONUMENTED       CGS
 CD0394  HISTORY     - 1955     MARK NOT FOUND   USGS
 CD0394  HISTORY     - 1981     GOOD             NGS
 CD0394  HISTORY     - 19970916 GOOD             USPSQD
 CD0394
 CD0394                          STATION DESCRIPTION
 CD0394
 CD0394'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CD0394'66.6 MI E FROM EL PASO.
 CD0394'IN HUDSPETH COUNTY, 66.6 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0394'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, ABOUT 400 FEET WEST OF
 CD0394'THE ROAD LEADING TO THE MITCHELL RANCH, 32 FEET EAST OF A SINGLE IRON
 CD0394'CULVERT, 77 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, NEAR THE
 CD0394'NORTH EDGE OF A BORROW PIT, IN A 3- BY 5-FOOT LIMESTONE BOULDER
 CD0394'IMBEDDED IN CALICHE, AND ABOUT 10 INCHES ABOVE THE GROUND.  A STANDARD
 CD0394'DISK, STAMPED J 181 1933.
 CD0394
 CD0394                          STATION RECOVERY (1981)
 CD0394
 CD0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0394'100.0 KM (62.1 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0394'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0394'IN TOP OF THE NORTH END OF A 3 BY 9 FT EXPOSED AREA OF OUTCROPPING
 CD0394'BEDROCK, 121.9 METERS (400.0 FT) WEST OF A FIELD ROAD LEADING NORTH,
 CD0394'23.5 METERS (77.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.8
 CD0394'METERS (42.0 FT) NORTHEAST OF THE NORTH CORNER OF A 36-INCH STEEL
 CD0394'PIPE CULVERT AND 6.6 METERS (21.5 FT) NORTH OF A FENCE.
 CD0394'THE MARK IS 5.0 METERS  N FROM A WITNESS POST.
 CD0394'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 CD0394
 CD0394                          STATION RECOVERY (1997)
 CD0394
 CD0394'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0324 ***********************************************************************
 CD0324  DESIGNATION -  J 182
 CD0324  PID         -  CD0324
 CD0324  STATE/COUNTY-  TX/CULBERSON
 CD0324  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0324
 CD0324                         *CURRENT SURVEY CONTROL
 CD0324  ___________________________________________________________________
 CD0324* NAD 83(1986)-  31 56 07.     (N)    104 42 01.     (W)     SCALED    
 CD0324* NAVD 88     -      1409.231  (meters)    4623.45   (feet)  ADJUSTED  
 CD0324  ___________________________________________________________________
 CD0324  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CD0324  DYNAMIC HT  -        1407.063 (meters)    4616.34  (feet)  COMP
 CD0324  MODELED GRAV-     979,051.8   (mgal)                       NAVD 88
 CD0324
 CD0324  VERT ORDER  -  FIRST     CLASS I
 CD0324
 CD0324.The horizontal coordinates were scaled from a topographic map and have
 CD0324.an estimated accuracy of +/- 6 seconds.
 CD0324
 CD0324.The orthometric height was determined by differential leveling
 CD0324.and adjusted by the National Geodetic Survey in June 1991..
 CD0324
 CD0324.The geoid height was determined by GEOID03.
 CD0324
 CD0324.The dynamic height is computed by dividing the NAVD 88
 CD0324.geopotential number by the normal gravity value computed on the
 CD0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0324.degrees latitude (g = 980.6199 gals.).
 CD0324
 CD0324.The modeled gravity was interpolated from observed gravity values.
 CD0324
 CD0324;                    North         East    Units  Estimated Accuracy
 CD0324;SPC TX C     - 3,259,610.      287,160.      MT  (+/- 180 meters Scaled)
 CD0324
 CD0324                          SUPERSEDED SURVEY CONTROL
 CD0324
 CD0324  NGVD 29 (??/??/92) 1408.638  (m)         4621.51   (f) ADJ UNCH    1 1
 CD0324
 CD0324.Superseded values are not recommended for survey control.
 CD0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0324.See file dsdata.txt to determine how the superseded data were derived.
 CD0324
 CD0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER283333(NAD 83)
 CD0324_MARKER: DB = BENCH MARK DISK
 CD0324_SETTING: 66 = SET IN ROCK OUTCROP
 CD0324_SP_SET: OUTCROP
 CD0324_STAMPING: J 182 1933
 CD0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0324+STABILITY: POSITION/ELEVATION WELL
 CD0324
 CD0324  HISTORY     - Date     Condition        Report By
 CD0324  HISTORY     - 1933     MONUMENTED       CGS
 CD0324  HISTORY     - 1973     GOOD             USGS
 CD0324  HISTORY     - 1977     GOOD             NGS
 CD0324
 CD0324                          STATION DESCRIPTION
 CD0324
 CD0324'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0324'12.1 MI SW FROM TEX.-N.M. STATE LINE.
 CD0324'IN CULBERSON COUNTY, 11.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 180 AND
 CD0324'62 FROM THE TEX.-N.M. STATE LINE, THENCE SOUTHEAST ALONG A GRADED DIRT
 CD0324'ROAD LEADING TO THE D RANCH 0.7 MILE, 235 FEET NORTHWEST OF A DRAIN
 CD0324'CROSSING, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, IN THE TOP
 CD0324'OF A SMOOTH BUFF SANDSTONE OUTCROP, AND ABOUT 3 INCHES ABOVE THE
 CD0324'GROUND.  A STANDARD DISK, STAMPED J 182 1933.
 CD0324
 CD0324                          STATION RECOVERY (1977)
 CD0324
 CD0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0324'7.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0324'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 0.65 MILE
 CD0324'SOUTHEAST ALONG A GRADED DIRT ROAD LEADING TO THE D RANCH,
 CD0324'43 FT. SOUTHWEST OF THE APPROXIMATE CENTER LINE OF THE ROAD,
 CD0324'SET IN TOP OF A LARGE SMOOTH SURFACED SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1820 ***********************************************************************
 CS1820  DESIGNATION -  J 183
 CS1820  PID         -  CS1820
 CS1820  STATE/COUNTY-  TX/TARRANT
 CS1820  USGS QUAD   -  ARLINGTON (1981)
 CS1820
 CS1820                         *CURRENT SURVEY CONTROL
 CS1820  ___________________________________________________________________
 CS1820* NAD 83(1986)-  32 44 58.     (N)    097 06 46.     (W)     SCALED    
 CS1820* NAVD 88     -       190.494  (meters)     624.98   (feet)  ADJUSTED  
 CS1820  ___________________________________________________________________
 CS1820  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CS1820  DYNAMIC HT  -         190.273 (meters)     624.25  (feet)  COMP
 CS1820  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 CS1820
 CS1820  VERT ORDER  -  FIRST     CLASS II
 CS1820
 CS1820.The horizontal coordinates were scaled from a topographic map and have
 CS1820.an estimated accuracy of +/- 6 seconds.
 CS1820
 CS1820.The orthometric height was determined by differential leveling
 CS1820.and adjusted by the National Geodetic Survey in June 1991..
 CS1820
 CS1820.The geoid height was determined by GEOID03.
 CS1820
 CS1820.The dynamic height is computed by dividing the NAVD 88
 CS1820.geopotential number by the normal gravity value computed on the
 CS1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1820.degrees latitude (g = 980.6199 gals.).
 CS1820
 CS1820.The modeled gravity was interpolated from observed gravity values.
 CS1820
 CS1820;                    North         East    Units  Estimated Accuracy
 CS1820;SPC TXNC     - 2,120,930.      729,990.      MT  (+/- 180 meters Scaled)
 CS1820
 CS1820                          SUPERSEDED SURVEY CONTROL
 CS1820
 CS1820  NGVD 29 (??/??/92)  190.488  (m)          624.96   (f) ADJ UNCH    1 2
 CS1820
 CS1820.Superseded values are not recommended for survey control.
 CS1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1820.See file dsdata.txt to determine how the superseded data were derived.
 CS1820
 CS1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB768250(NAD 83)
 CS1820_MARKER: DB = BENCH MARK DISK
 CS1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1820_STAMPING: J 183 1952
 CS1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1820+STABILITY: SURFACE MOTION
 CS1820
 CS1820  HISTORY     - Date     Condition        Report By
 CS1820  HISTORY     - 1952     MONUMENTED       CGS
 CS1820  HISTORY     - 1963     MARK NOT FOUND   NGS
 CS1820  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS1820  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1820
 CS1820                          STATION DESCRIPTION
 CS1820
 CS1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1820'1.3 MI NW FROM ARLINGTON.
 CS1820'0.9 MILE NORTH ALONG NORTH CENTER STREET FROM THE ARLINGTON STATE BANK
 CS1820'AT ARLINGTON, TARRANT COUNTY, THENCE 0.4 MILE WEST ALONG RANDOL MILL
 CS1820'STREET.  AT PULLEY AIRPORT, 174 FEET SOUTHWEST OF THE CENTER LINE OF
 CS1820'RANDOL MILL STREET, 148 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 CS1820'OF THE WEST ENTRANCE TO THE AIRPORT, 108 FEET NORTH OF THE NORTHWEST
 CS1820'CORNER OF THE AIRPORT OFFICE, 3 FEET NORTH OF A POWER-TRANSMISSION
 CS1820'LINE POLE, AND 2.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST. A
 CS1820'STANDARD DISK, STAMPED J 183 1952 AND SET IN THE TOP OF A CONCRETE
 CS1820'POST PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- THE AIRPORT IS GONE AND
 CS1820'THE AREA IS NOW A BUSINESS DISTRICT AND DWELLING HOUSES. THERE HAVE
 CS1820'BEEN NEW STREETS BUILT WHICH MAKES MOST OF THE DISTANCES OBSOLETE IN
 CS1820'THE ABOVE DESCRIPTION.
 CS1820
 CS1820                          STATION RECOVERY (1991)
 CS1820
 CS1820'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJD)
 CS1820'MARK NOT FOUND.
 CS1820
 CS1820                          STATION RECOVERY (1996)
 CS1820
 CS1820'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1425 ***********************************************************************
 CS1425  DESIGNATION -  J 184
 CS1425  PID         -  CS1425
 CS1425  STATE/COUNTY-  TX/DALLAS
 CS1425  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1425
 CS1425                         *CURRENT SURVEY CONTROL
 CS1425  ___________________________________________________________________
 CS1425* NAD 83(1986)-  32 46 34.     (N)    096 40 54.     (W)     SCALED    
 CS1425* NAVD 88     -       165.200  (meters)     541.99   (feet)  ADJUSTED  
 CS1425  ___________________________________________________________________
 CS1425  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CS1425  DYNAMIC HT  -         165.014 (meters)     541.38  (feet)  COMP
 CS1425  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 CS1425
 CS1425  VERT ORDER  -  SECOND    CLASS 0
 CS1425
 CS1425.The horizontal coordinates were scaled from a topographic map and have
 CS1425.an estimated accuracy of +/- 6 seconds.
 CS1425
 CS1425.The orthometric height was determined by differential leveling
 CS1425.and adjusted by the National Geodetic Survey in June 1991..
 CS1425
 CS1425.The geoid height was determined by GEOID03.
 CS1425
 CS1425.The dynamic height is computed by dividing the NAVD 88
 CS1425.geopotential number by the normal gravity value computed on the
 CS1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1425.degrees latitude (g = 980.6199 gals.).
 CS1425
 CS1425.The modeled gravity was interpolated from observed gravity values.
 CS1425
 CS1425;                    North         East    Units  Estimated Accuracy
 CS1425;SPC TXNC     - 2,124,500.      770,330.      MT  (+/- 180 meters Scaled)
 CS1425
 CS1425                          SUPERSEDED SURVEY CONTROL
 CS1425
 CS1425  NGVD 29 (??/??/92)  165.210  (m)          542.03   (f) ADJ UNCH    2 0
 CS1425
 CS1425.Superseded values are not recommended for survey control.
 CS1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1425.See file dsdata.txt to determine how the superseded data were derived.
 CS1425
 CS1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB171288(NAD 83)
 CS1425_MARKER: DB = BENCH MARK DISK
 CS1425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1425_SP_SET: MONUMENT
 CS1425_STAMPING: J 184 1952
 CS1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1425
 CS1425  HISTORY     - Date     Condition        Report By
 CS1425  HISTORY     - 1952     MONUMENTED       CGS
 CS1425  HISTORY     - 1954     GOOD             NGS
 CS1425  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1425
 CS1425                          STATION DESCRIPTION
 CS1425
 CS1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CS1425'4.5 MI W FROM MESQUITE.
 CS1425'THE AREA HAS BEEN LEVELED AND COVERED WITH GRAVEL.  THE MARK IS NOW
 CS1425'ABOUT 4 INCHES BELOW THE SURFACE.  IT IS 24.7 FEET SOUTH OF THE SOUTH
 CS1425'RAIL OF THE MAIN TRACK, 12.4 FEET WEST, NORTHWEST OF THE FIRST POLE
 CS1425'WEST OF MILE POST 207, 124.7 FEET EAST SOUTHEAST OF THE SOUTHEAST
 CS1425'CORNER OF THE CONCRETE BASE OF A DISPATCHERS PHONE BOX, 4 FEET NORTH
 CS1425'OF THE POLE LINE AND 208 FEET EAST OF THE CENTERLINE OF BUCKNER BLVD.
 CS1425'THE MARK IS 4.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 CS1425'THE STATION AT MESQUITE, DALLAS COUNTY AT THE SCOTTSDALE SIDING AND
 CS1425'THE CROSSING OF BUCKNER BLVD., A STANDARD DISK SET IN A CONCRETE
 CS1425'MONUMENT AND STAMPED J 184 1952.
 CS1425
 CS1425                          STATION RECOVERY (1958)
 CS1425
 CS1425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0328 ***********************************************************************
 DO0328  DESIGNATION -  J 186
 DO0328  PID         -  DO0328
 DO0328  STATE/COUNTY-  TX/ARCHER
 DO0328  USGS QUAD   -  ARCHER CITY NE (1963)
 DO0328
 DO0328                         *CURRENT SURVEY CONTROL
 DO0328  ___________________________________________________________________
 DO0328* NAD 83(1986)-  33 41 27.     (N)    098 33 28.     (W)     SCALED    
 DO0328* NAVD 88     -       295.984  (meters)     971.07   (feet)  ADJUSTED  
 DO0328  ___________________________________________________________________
 DO0328  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DO0328  DYNAMIC HT  -         295.651 (meters)     969.98  (feet)  COMP
 DO0328  MODELED GRAV-     979,505.5   (mgal)                       NAVD 88
 DO0328
 DO0328  VERT ORDER  -  SECOND    CLASS 0
 DO0328
 DO0328.The horizontal coordinates were scaled from a topographic map and have
 DO0328.an estimated accuracy of +/- 6 seconds.
 DO0328
 DO0328.The orthometric height was determined by differential leveling
 DO0328.and adjusted by the National Geodetic Survey in June 1991..
 DO0328
 DO0328.The geoid height was determined by GEOID03.
 DO0328
 DO0328.The dynamic height is computed by dividing the NAVD 88
 DO0328.geopotential number by the normal gravity value computed on the
 DO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0328.degrees latitude (g = 980.6199 gals.).
 DO0328
 DO0328.The modeled gravity was interpolated from observed gravity values.
 DO0328
 DO0328;                    North         East    Units  Estimated Accuracy
 DO0328;SPC TXNC     - 2,224,470.      594,640.      MT  (+/- 180 meters Scaled)
 DO0328
 DO0328                          SUPERSEDED SURVEY CONTROL
 DO0328
 DO0328  NGVD 29 (??/??/92)  295.890  (m)          970.77   (f) ADJ UNCH    2 0
 DO0328
 DO0328.Superseded values are not recommended for survey control.
 DO0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0328.See file dsdata.txt to determine how the superseded data were derived.
 DO0328
 DO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC409279(NAD 83)
 DO0328_MARKER: DB = BENCH MARK DISK
 DO0328_SETTING: 66 = SET IN ROCK OUTCROP
 DO0328_SP_SET: OUTCROP
 DO0328_STAMPING: J-186 1933
 DO0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0328+STABILITY: POSITION/ELEVATION WELL
 DO0328
 DO0328  HISTORY     - Date     Condition        Report By
 DO0328  HISTORY     - 1933     MONUMENTED       CGS
 DO0328  HISTORY     - 1957     GOOD             NGS
 DO0328
 DO0328                          STATION DESCRIPTION
 DO0328
 DO0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0328'7.5 MI N FROM ARCHER CITY.
 DO0328'7.5 MILES NORTH OF, ALONG W.F. AND S. R. R. 1560 FEET SOUTH OF
 DO0328'MILEPOST NO. 18, 8 FEET WEST OF CENTER OF TRACK.
 DO0328
 DO0328                          STATION RECOVERY (1957)
 DO0328
 DO0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0413 ***********************************************************************
 DO0413  DESIGNATION -  J 187
 DO0413  PID         -  DO0413
 DO0413  STATE/COUNTY-  TX/BAYLOR
 DO0413  USGS QUAD   -  SEYMOUR EAST (1966)
 DO0413
 DO0413                         *CURRENT SURVEY CONTROL
 DO0413  ___________________________________________________________________
 DO0413* NAD 83(1986)-  33 34 42.     (N)    099 09 39.     (W)     SCALED    
 DO0413* NAVD 88     -       412.962  (meters)    1354.86   (feet)  ADJUSTED  
 DO0413  ___________________________________________________________________
 DO0413  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DO0413  DYNAMIC HT  -         412.485 (meters)    1353.29  (feet)  COMP
 DO0413  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 DO0413
 DO0413  VERT ORDER  -  SECOND    CLASS 0
 DO0413
 DO0413.The horizontal coordinates were scaled from a topographic map and have
 DO0413.an estimated accuracy of +/- 6 seconds.
 DO0413
 DO0413.The orthometric height was determined by differential leveling
 DO0413.and adjusted by the National Geodetic Survey in June 1991..
 DO0413
 DO0413.The geoid height was determined by GEOID03.
 DO0413
 DO0413.The dynamic height is computed by dividing the NAVD 88
 DO0413.geopotential number by the normal gravity value computed on the
 DO0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0413.degrees latitude (g = 980.6199 gals.).
 DO0413
 DO0413.The modeled gravity was interpolated from observed gravity values.
 DO0413
 DO0413;                    North         East    Units  Estimated Accuracy
 DO0413;SPC TXNC     - 2,212,180.      538,660.      MT  (+/- 180 meters Scaled)
 DO0413
 DO0413                          SUPERSEDED SURVEY CONTROL
 DO0413
 DO0413  NGVD 29 (??/??/92)  412.831  (m)         1354.43   (f) ADJ UNCH    2 0
 DO0413
 DO0413.Superseded values are not recommended for survey control.
 DO0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0413.See file dsdata.txt to determine how the superseded data were derived.
 DO0413
 DO0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC850154(NAD 83)
 DO0413_MARKER: DB = BENCH MARK DISK
 DO0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0413_STAMPING: J-187 1933
 DO0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0413+STABILITY: SURFACE MOTION
 DO0413
 DO0413  HISTORY     - Date     Condition        Report By
 DO0413  HISTORY     - 1933     MONUMENTED       CGS
 DO0413  HISTORY     - 1966     MARK NOT FOUND   USGS
 DO0413
 DO0413                          STATION DESCRIPTION
 DO0413
 DO0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0413'4.2 MI W FROM RENDHAM.
 DO0413'4.2 MILES WEST OF, ALONG ST LOUIS, SAN FRANCISCO AND TEXAS R.R. 66
 DO0413'FEET SOUTHWEST OF MILEPOST 68, 48 FEET SOUTH WEST OF CENTER OF TRACK.
 DO0413'NOTE-- R.R. IS DISMANTLED.
 DO0413
 DO0413                          STATION RECOVERY (1966)
 DO0413
 DO0413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DO0413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0351 ***********************************************************************
 CT0351  DESIGNATION -  J 188
 CT0351  PID         -  CT0351
 CT0351  STATE/COUNTY-  TX/SHACKELFORD
 CT0351  USGS QUAD   -  MORAN (1965)
 CT0351
 CT0351                         *CURRENT SURVEY CONTROL
 CT0351  ___________________________________________________________________
 CT0351* NAD 83(1986)-  32 35 44.     (N)    099 11 41.     (W)     SCALED    
 CT0351* NAVD 88     -       421.618  (meters)    1383.26   (feet)  ADJUSTED  
 CT0351  ___________________________________________________________________
 CT0351  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CT0351  DYNAMIC HT  -         421.082 (meters)    1381.50  (feet)  COMP
 CT0351  MODELED GRAV-     979,355.8   (mgal)                       NAVD 88
 CT0351
 CT0351  VERT ORDER  -  SECOND    CLASS 0
 CT0351
 CT0351.The horizontal coordinates were scaled from a topographic map and have
 CT0351.an estimated accuracy of +/- 6 seconds.
 CT0351
 CT0351.The orthometric height was determined by differential leveling
 CT0351.and adjusted by the National Geodetic Survey in June 1991..
 CT0351
 CT0351.The geoid height was determined by GEOID03.
 CT0351
 CT0351.The dynamic height is computed by dividing the NAVD 88
 CT0351.geopotential number by the normal gravity value computed on the
 CT0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0351.degrees latitude (g = 980.6199 gals.).
 CT0351
 CT0351.The modeled gravity was interpolated from observed gravity values.
 CT0351
 CT0351;                    North         East    Units  Estimated Accuracy
 CT0351;SPC TXNC     - 2,103,220.      534,790.      MT  (+/- 180 meters Scaled)
 CT0351
 CT0351                          SUPERSEDED SURVEY CONTROL
 CT0351
 CT0351  NGVD 29 (??/??/92)  421.488  (m)         1382.83   (f) ADJ UNCH    2 0
 CT0351
 CT0351.Superseded values are not recommended for survey control.
 CT0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0351.See file dsdata.txt to determine how the superseded data were derived.
 CT0351
 CT0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB817064(NAD 83)
 CT0351_MARKER: DB = BENCH MARK DISK
 CT0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0351_SP_SET: BRIDGE ABUTMENT
 CT0351_STAMPING: J 188 1933
 CT0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0351
 CT0351  HISTORY     - Date     Condition        Report By
 CT0351  HISTORY     - 1933     MONUMENTED       CGS
 CT0351  HISTORY     - 1957     GOOD             NGS
 CT0351
 CT0351                          STATION DESCRIPTION
 CT0351
 CT0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0351'4.1 MI NW FROM MORAN.
 CT0351'4.1 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0351'FROM MORAN, SHACKELFORD COUNTY, 0.8 MILE SOUTHEAST OF THE STATION AT
 CT0351'SEDWICK, 0.1 MILE SOUTH OF A FARMHOUSE, AT BRIDGE 176.8, AND IN THE
 CT0351'TOP OF THE NORTH CONCRETE ABUTMENT.  NOTE-- FOUND IN THE TOP OF THE
 CT0351'NORTH END OF EAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0249 ***********************************************************************
 DO0249  DESIGNATION -  J 189
 DO0249  PID         -  DO0249
 DO0249  STATE/COUNTY-  TX/YOUNG
 DO0249  USGS QUAD   -  GRAHAM (1981)
 DO0249
 DO0249                         *CURRENT SURVEY CONTROL
 DO0249  ___________________________________________________________________
 DO0249* NAD 83(1986)-  33 06 22.     (N)    098 35 25.     (W)     SCALED    
 DO0249* NAVD 88     -       319.491  (meters)    1048.20   (feet)  ADJUSTED  
 DO0249  ___________________________________________________________________
 DO0249  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DO0249  DYNAMIC HT  -         319.108 (meters)    1046.94  (feet)  COMP
 DO0249  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 DO0249
 DO0249  VERT ORDER  -  SECOND    CLASS 0
 DO0249
 DO0249.The horizontal coordinates were scaled from a topographic map and have
 DO0249.an estimated accuracy of +/- 6 seconds.
 DO0249
 DO0249.The orthometric height was determined by differential leveling
 DO0249.and adjusted by the National Geodetic Survey in June 1991..
 DO0249
 DO0249.The geoid height was determined by GEOID03.
 DO0249
 DO0249.The dynamic height is computed by dividing the NAVD 88
 DO0249.geopotential number by the normal gravity value computed on the
 DO0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0249.degrees latitude (g = 980.6199 gals.).
 DO0249
 DO0249.The modeled gravity was interpolated from observed gravity values.
 DO0249
 DO0249;                    North         East    Units  Estimated Accuracy
 DO0249;SPC TXNC     - 2,159,620.      591,570.      MT  (+/- 180 meters Scaled)
 DO0249
 DO0249                          SUPERSEDED SURVEY CONTROL
 DO0249
 DO0249  NGVD 29 (??/??/92)  319.355  (m)         1047.75   (f) ADJ UNCH    2 0
 DO0249
 DO0249.Superseded values are not recommended for survey control.
 DO0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0249.See file dsdata.txt to determine how the superseded data were derived.
 DO0249
 DO0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB382631(NAD 83)
 DO0249_MARKER: DB = BENCH MARK DISK
 DO0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0249_SP_SET: SLAB
 DO0249_STAMPING: J-189 1933
 DO0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0249
 DO0249  HISTORY     - Date     Condition        Report By
 DO0249  HISTORY     - 1933     MONUMENTED       CGS
 DO0249  HISTORY     - 1975     GOOD             NGS
 DO0249  HISTORY     - 20010325 GOOD             USPSQD
 DO0249  HISTORY     - 20050416 GOOD             USPSQD
 DO0249
 DO0249                          STATION DESCRIPTION
 DO0249
 DO0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0249'IN GRAHAM.
 DO0249'AT COUNTY COURTHOUSE, AT THE NORTH ENTRANCE, WEST END OF STEP.
 DO0249
 DO0249                          STATION RECOVERY (1975)
 DO0249
 DO0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DO0249'RECOVERED IN GOOD CONDITION.
 DO0249
 DO0249                          STATION RECOVERY (2001)
 DO0249
 DO0249'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 DO0249'RECOVERED IN GOOD CONDITION.
 DO0249
 DO0249                          STATION RECOVERY (2005)
 DO0249
 DO0249'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0053 ***********************************************************************
 AB0053  DESIGNATION -  J 19
 AB0053  PID         -  AB0053
 AB0053  STATE/COUNTY-  TX/CAMERON
 AB0053  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0053
 AB0053                         *CURRENT SURVEY CONTROL
 AB0053  ___________________________________________________________________
 AB0053* NAD 83(1986)-  25 55 01.     (N)    097 23 29.     (W)     SCALED    
 AB0053* NAVD 88     -         7.345  (meters)      24.10   (feet)  ADJUSTED  
 AB0053  ___________________________________________________________________
 AB0053  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 AB0053  DYNAMIC HT  -           7.333 (meters)      24.06  (feet)  COMP
 AB0053  MODELED GRAV-     979,039.5   (mgal)                       NAVD 88
 AB0053
 AB0053  VERT ORDER  -  SECOND    CLASS 0
 AB0053
 AB0053.The horizontal coordinates were scaled from a topographic map and have
 AB0053.an estimated accuracy of +/- 6 seconds.
 AB0053
 AB0053.The orthometric height was determined by differential leveling
 AB0053.and adjusted by the National Geodetic Survey in June 1991..
 AB0053
 AB0053.The geoid height was determined by GEOID03.
 AB0053
 AB0053.The dynamic height is computed by dividing the NAVD 88
 AB0053.geopotential number by the normal gravity value computed on the
 AB0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0053.degrees latitude (g = 980.6199 gals.).
 AB0053
 AB0053.The modeled gravity was interpolated from observed gravity values.
 AB0053
 AB0053;                    North         East    Units  Estimated Accuracy
 AB0053;SPC TX S     - 5,028,220.      411,080.      MT  (+/- 180 meters Scaled)
 AB0053
 AB0053                          SUPERSEDED SURVEY CONTROL
 AB0053
 AB0053  NGVD 29 (??/??/92)    7.44   (m)           24.4    (f) COMPUTED    2 0
 AB0053
 AB0053.Superseded values are not recommended for survey control.
 AB0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0053.See file dsdata.txt to determine how the superseded data were derived.
 AB0053
 AB0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP611674(NAD 83)
 AB0053_MARKER: DD = SURVEY DISK
 AB0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0053_SP_SET: CONCRETE BOX
 AB0053_STAMPING: J 19 24.35
 AB0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0053
 AB0053  HISTORY     - Date     Condition        Report By
 AB0053  HISTORY     - UNK      MONUMENTED
 AB0053  HISTORY     - 1950     GOOD             NGS
 AB0053  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0053  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0053
 AB0053                          STATION DESCRIPTION
 AB0053
 AB0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0053'7.2 MI NE FROM BROWNSVILLE.
 AB0053'TO REACH FROM INTERSECTION OF TEXAS STATE HIGHWAYS NO. 4 (E 14TH
 AB0053'STREET) AND NO. 48 (BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED E. ON
 AB0053'HIGHWAY NO. 4 FOR 5.0 MILES TO A CONCRETE SLUICE BOX AND SITE OF MARK.
 AB0053'BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF THE S. SIDE OF THE
 AB0053'CONCRETE BOX, 30 FT. N. OF AND APPROXIMATELY 3.0 FT. ABOVE THE
 AB0053'HIGHWAY.  A CAMERON COUNTY DISK SET IN A DRILL HOLE.
 AB0053
 AB0053                          STATION RECOVERY (1963)
 AB0053
 AB0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0053'MARK NOT FOUND.
 AB0053
 AB0053                          STATION RECOVERY (1990)
 AB0053
 AB0053'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0958 ***********************************************************************
 AY0958  DESIGNATION -  J 19
 AY0958  PID         -  AY0958
 AY0958  STATE/COUNTY-  TX/BEXAR
 AY0958  USGS QUAD   -  HELOTES (1992)
 AY0958
 AY0958                         *CURRENT SURVEY CONTROL
 AY0958  ___________________________________________________________________
 AY0958* NAD 83(1986)-  29 32 20.     (N)    098 39 03.     (W)     SCALED    
 AY0958* NAVD 88     -       274.57   (+/-2cm)     900.8    (feet)  VERTCON   
 AY0958  ___________________________________________________________________
 AY0958  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AY0958
 AY0958  VERT ORDER  -  THIRD (See Below)
 AY0958
 AY0958.The horizontal coordinates were scaled from a topographic map and have
 AY0958.an estimated accuracy of +/- 6 seconds.
 AY0958
 AY0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0958.The vertical order pertains to the NGVD 29 superseded value.
 AY0958
 AY0958.The geoid height was determined by GEOID03.
 AY0958
 AY0958;                    North         East    Units  Estimated Accuracy
 AY0958;SPC TXSC     - 4,189,070.      633,840.      MT  (+/- 180 meters Scaled)
 AY0958
 AY0958                          SUPERSEDED SURVEY CONTROL
 AY0958
 AY0958  NGVD 29 (01/29/03)  274.46   (m)          900.5    (f) RESET       3  
 AY0958
 AY0958.Superseded values are not recommended for survey control.
 AY0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0958.See file dsdata.txt to determine how the superseded data were derived.
 AY0958
 AY0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT338677(NAD 83)
 AY0958_MARKER: DD = SURVEY DISK
 AY0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0958_STAMPING: J 19 900.421
 AY0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0958+STABILITY: SURFACE MOTION
 AY0958
 AY0958  HISTORY     - Date     Condition        Report By
 AY0958  HISTORY     - UNK      MONUMENTED       TXHD
 AY0958  HISTORY     - 1970     GOOD             NGS
 AY0958  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY0958
 AY0958                          STATION DESCRIPTION
 AY0958
 AY0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY0958'5.0 MI NW FROM SAN ANTONIO.
 AY0958'ABOUT 5.0 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 AY0958'WITH INTERSTATE 410 IN NORTHERN PART OF SAN ANTONIO TO SITE OF BENCH
 AY0958'MARK, 0.1 MILE SOUTHEAST OF PRUE ROAD, 1.4 MILES SOUTHEAST OF FM
 AY0958'HIGHWAY 1604, 87 FEET SOUTHWEST OF THE HIGHWAY CENTER LINE, 3 FEET
 AY0958'NORTHEAST OF RIGHT-OF-WAY FENCE, BETWEEN TWO 4 X 4 IN. WOODEN WITNESS
 AY0958'POSTS, AND AT HIGHWAY STATION 316 + 01.  A TEXAS HIGHWAY DEPARTMENT
 AY0958'BRONZE DISK, STAMPED J 19 900.421, IS SET IN TOP OF AN IRON ROD IN A
 AY0958'21 FEET CONCRETE SHAFT.  THE MARK IS 10 IN. IN DIAMETER AND FLUSH WITH
 AY0958'SURFACE OF GROUND.
 AY0958
 AY0958                          STATION RECOVERY (2002)
 AY0958
 AY0958'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0855 ***********************************************************************
 FL0855  DESIGNATION -  J 19
 FL0855  PID         -  FL0855
 FL0855  STATE/COUNTY-  TX/GRAY
 FL0855  USGS QUAD   -  GROOM (1983)
 FL0855
 FL0855                         *CURRENT SURVEY CONTROL
 FL0855  ___________________________________________________________________
 FL0855* NAD 83(1986)-  35 11 00.     (N)    101 00 46.     (W)     SCALED    
 FL0855* NAVD 88     -       985.449  (meters)    3233.09   (feet)  ADJUSTED  
 FL0855  ___________________________________________________________________
 FL0855  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0855  DYNAMIC HT  -         984.315 (meters)    3229.37  (feet)  COMP
 FL0855  MODELED GRAV-     979,449.4   (mgal)                       NAVD 88
 FL0855
 FL0855  VERT ORDER  -  FIRST     CLASS II
 FL0855
 FL0855.The horizontal coordinates were scaled from a topographic map and have
 FL0855.an estimated accuracy of +/- 6 seconds.
 FL0855
 FL0855.The orthometric height was determined by differential leveling
 FL0855.and adjusted by the National Geodetic Survey in June 1991..
 FL0855
 FL0855.The geoid height was determined by GEOID03.
 FL0855
 FL0855.The dynamic height is computed by dividing the NAVD 88
 FL0855.geopotential number by the normal gravity value computed on the
 FL0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0855.degrees latitude (g = 980.6199 gals.).
 FL0855
 FL0855.The modeled gravity was interpolated from observed gravity values.
 FL0855
 FL0855;                    North         East    Units  Estimated Accuracy
 FL0855;SPC TX N     - 1,131,380.      244,370.      MT  (+/- 180 meters Scaled)
 FL0855
 FL0855                          SUPERSEDED SURVEY CONTROL
 FL0855
 FL0855  NGVD 29 (??/??/92)  985.015  (m)         3231.67   (f) ADJ UNCH    1 2
 FL0855
 FL0855.Superseded values are not recommended for survey control.
 FL0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0855.See file dsdata.txt to determine how the superseded data were derived.
 FL0855
 FL0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD167952(NAD 83)
 FL0855_MARKER: P = PIPE CAP
 FL0855_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0855_SP_SET: SHALLOW-SET PIPE
 FL0855_STAMPING: J 19 1933 3231.671
 FL0855_MARK LOGO: CGS   
 FL0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0855
 FL0855  HISTORY     - Date     Condition        Report By
 FL0855  HISTORY     - 1933     MONUMENTED       CGS
 FL0855  HISTORY     - 1943     GOOD             NGS
 FL0855  HISTORY     - 1984     GOOD             NGS
 FL0855
 FL0855                          STATION DESCRIPTION
 FL0855
 FL0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0855'IN BOYDSTON.
 FL0855'AT BOYDSTON, GRAY COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0855'RAILROAD, 11 YARDS EAST OF THE FIRST POLE EAST OF POLE 713/30, 8 YARDS
 FL0855'NORTHEAST OF THE GRAY-DONLEY COUNTY-LINE POST, AND 50 FEET NORTH OF
 FL0855'THE CENTERLINE OF THE TRACK.  A STANDARD CAP, STAMPED ELEV 3231.670 FT
 FL0855'J 19 1933 AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 FL0855'ONE FOOT ABOVE GROUND.
 FL0855
 FL0855                          STATION RECOVERY (1984)
 FL0855
 FL0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0855'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0855'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0855'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 9.5 KM (5.9 MI)
 FL0855'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD.  ADD=0.5
 FL0855'M (1.6 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0790 ***********************************************************************
 DN0790  DESIGNATION -  J 190
 DN0790  PID         -  DN0790
 DN0790  STATE/COUNTY-  TX/JACK
 DN0790  USGS QUAD   -  WIZARD WELLS (1978)
 DN0790
 DN0790                         *CURRENT SURVEY CONTROL
 DN0790  ___________________________________________________________________
 DN0790* NAD 83(1986)-  33 09 48.     (N)    097 56 26.     (W)     SCALED    
 DN0790* NAVD 88     -       277.327  (meters)     909.86   (feet)  ADJUSTED  
 DN0790  ___________________________________________________________________
 DN0790  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DN0790  DYNAMIC HT  -         277.005 (meters)     908.81  (feet)  COMP
 DN0790  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 DN0790
 DN0790  VERT ORDER  -  SECOND    CLASS 0
 DN0790
 DN0790.The horizontal coordinates were scaled from a topographic map and have
 DN0790.an estimated accuracy of +/- 6 seconds.
 DN0790
 DN0790.The orthometric height was determined by differential leveling
 DN0790.and adjusted by the National Geodetic Survey in June 1991..
 DN0790
 DN0790.The geoid height was determined by GEOID03.
 DN0790
 DN0790.The dynamic height is computed by dividing the NAVD 88
 DN0790.geopotential number by the normal gravity value computed on the
 DN0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0790.degrees latitude (g = 980.6199 gals.).
 DN0790
 DN0790.The modeled gravity was interpolated from observed gravity values.
 DN0790
 DN0790;                    North         East    Units  Estimated Accuracy
 DN0790;SPC TXNC     - 2,166,100.      652,180.      MT  (+/- 180 meters Scaled)
 DN0790
 DN0790                          SUPERSEDED SURVEY CONTROL
 DN0790
 DN0790  NGVD 29 (??/??/92)  277.212  (m)          909.49   (f) ADJ UNCH    2 0
 DN0790
 DN0790.Superseded values are not recommended for survey control.
 DN0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0790.See file dsdata.txt to determine how the superseded data were derived.
 DN0790
 DN0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB987698(NAD 83)
 DN0790_MARKER: DB = BENCH MARK DISK
 DN0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0790_SP_SET: DRAIN
 DN0790_STAMPING: J 190 1933
 DN0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0790
 DN0790  HISTORY     - Date     Condition        Report By
 DN0790  HISTORY     - 1933     MONUMENTED       CGS
 DN0790  HISTORY     - 1958     GOOD             USGS
 DN0790  HISTORY     - 20030301 MARK NOT FOUND   GEOCAC
 DN0790
 DN0790                          STATION DESCRIPTION
 DN0790
 DN0790'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DN0790'1.7 MI E FROM VINEYARD.
 DN0790'VINEYARD, 0.7 MI SE ALONG COUNTY RD TOWARD WILLOW POINT AND PASTURE
 DN0790'RD. ALONG NE SIDE OF RR., THENCE 1.0 MI EASTERLY ALONG OLD RR GRADE.
 DN0790'ABOUT 1600 FT EASTERLY ALONG OLD RR GRADE FROM NEW PIPELINE CROSSING.
 DN0790'120 FT. SW OF OLD RR AT DRAIN.  66 FT S OF OLD RR GRADE.
 DN0790
 DN0790                          STATION RECOVERY (2003)
 DN0790
 DN0790'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 DN0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0294 ***********************************************************************
 CT0294  DESIGNATION -  J 191
 CT0294  PID         -  CT0294
 CT0294  STATE/COUNTY-  TX/YOUNG
 CT0294  USGS QUAD   -  IVAN NORTH (1967)
 CT0294
 CT0294                         *CURRENT SURVEY CONTROL
 CT0294  ___________________________________________________________________
 CT0294* NAD 83(1986)-  32 58 05.     (N)    098 42 43.     (W)     SCALED    
 CT0294* NAVD 88     -       318.839  (meters)    1046.06   (feet)  ADJUSTED  
 CT0294  ___________________________________________________________________
 CT0294  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CT0294  DYNAMIC HT  -         318.451 (meters)    1044.78  (feet)  COMP
 CT0294  MODELED GRAV-     979,412.5   (mgal)                       NAVD 88
 CT0294
 CT0294  VERT ORDER  -  SECOND    CLASS 0
 CT0294
 CT0294.The horizontal coordinates were scaled from a topographic map and have
 CT0294.an estimated accuracy of +/- 6 seconds.
 CT0294
 CT0294.The orthometric height was determined by differential leveling
 CT0294.and adjusted by the National Geodetic Survey in June 1991..
 CT0294
 CT0294.The geoid height was determined by GEOID03.
 CT0294
 CT0294.The dynamic height is computed by dividing the NAVD 88
 CT0294.geopotential number by the normal gravity value computed on the
 CT0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0294.degrees latitude (g = 980.6199 gals.).
 CT0294
 CT0294.The modeled gravity was interpolated from observed gravity values.
 CT0294
 CT0294;                    North         East    Units  Estimated Accuracy
 CT0294;SPC TXNC     - 2,144,330.      580,190.      MT  (+/- 180 meters Scaled)
 CT0294
 CT0294                          SUPERSEDED SURVEY CONTROL
 CT0294
 CT0294  NGVD 29 (??/??/92)  318.750  (m)         1045.77   (f) ADJ UNCH    2 0
 CT0294
 CT0294.Superseded values are not recommended for survey control.
 CT0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0294.See file dsdata.txt to determine how the superseded data were derived.
 CT0294
 CT0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB269477(NAD 83)
 CT0294_MARKER: DB = BENCH MARK DISK
 CT0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0294_STAMPING: J 191 1933
 CT0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0294+STABILITY: SURFACE MOTION
 CT0294
 CT0294  HISTORY     - Date     Condition        Report By
 CT0294  HISTORY     - 1933     MONUMENTED       CGS
 CT0294  HISTORY     - 1957     GOOD             NGS
 CT0294  HISTORY     - 1966     GOOD             USGS
 CT0294  HISTORY     - 1984     MARK NOT FOUND   NGS
 CT0294
 CT0294                          STATION DESCRIPTION
 CT0294
 CT0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0294'3.8 MI SW FROM SOUTH BEND.
 CT0294'3.8 MILES SOUTHWEST ALONG THE WICHITA FALLS AND SOUTHERN RAILROAD FROM
 CT0294'SOUTH BEND, YOUNG COUNTY, AT MILEAGE 80.2, AND 34 FEET EAST OF THE
 CT0294'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED J 191 1933 AND SET
 CT0294'IN THE TOP OF A CONCRETE POST.  NOTE-- MILEAGE 80.25 AT THE SOUTH ONE
 CT0294'OF TWO ROAD CROSSINGS.  MARK IS 12 FEET SOUTHWEST OF CENTERLINE OF
 CT0294'ROAD.  PART OF THE TOP OF THE CONCRETE POST WAS FOUND TO BE BROKEN OFF
 CT0294'BUT THE DISK WAS SOLID.
 CT0294
 CT0294                          STATION RECOVERY (1966)
 CT0294
 CT0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CT0294'RECOVERED IN GOOD CONDITION.
 CT0294
 CT0294                          STATION RECOVERY (1984)
 CT0294
 CT0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0217 ***********************************************************************
 CT0217  DESIGNATION -  J 193
 CT0217  PID         -  CT0217
 CT0217  STATE/COUNTY-  TX/EASTLAND
 CT0217  USGS QUAD   -  CARBON (1966)
 CT0217
 CT0217                         *CURRENT SURVEY CONTROL
 CT0217  ___________________________________________________________________
 CT0217* NAD 83(1986)-  32 18 17.     (N)    098 51 11.     (W)     SCALED    
 CT0217* NAVD 88     -       464.579  (meters)    1524.21   (feet)  ADJUSTED  
 CT0217  ___________________________________________________________________
 CT0217  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CT0217  DYNAMIC HT  -         463.980 (meters)    1522.24  (feet)  COMP
 CT0217  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 CT0217
 CT0217  VERT ORDER  -  SECOND    CLASS 0
 CT0217
 CT0217.The horizontal coordinates were scaled from a topographic map and have
 CT0217.an estimated accuracy of +/- 6 seconds.
 CT0217
 CT0217.The orthometric height was determined by differential leveling
 CT0217.and adjusted by the National Geodetic Survey in June 1991..
 CT0217
 CT0217.The geoid height was determined by GEOID03.
 CT0217
 CT0217.The dynamic height is computed by dividing the NAVD 88
 CT0217.geopotential number by the normal gravity value computed on the
 CT0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0217.degrees latitude (g = 980.6199 gals.).
 CT0217
 CT0217.The modeled gravity was interpolated from observed gravity values.
 CT0217
 CT0217;                    North         East    Units  Estimated Accuracy
 CT0217;SPC TXNC     - 2,070,810.      566,750.      MT  (+/- 180 meters Scaled)
 CT0217
 CT0217                          SUPERSEDED SURVEY CONTROL
 CT0217
 CT0217  NGVD 29 (??/??/92)  464.466  (m)         1523.84   (f) ADJ UNCH    2 0
 CT0217
 CT0217.Superseded values are not recommended for survey control.
 CT0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0217.See file dsdata.txt to determine how the superseded data were derived.
 CT0217
 CT0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA138742(NAD 83)
 CT0217_MARKER: DB = BENCH MARK DISK
 CT0217_SETTING: 66 = SET IN ROCK OUTCROP
 CT0217_SP_SET: ROCK LEDGE
 CT0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0217+STABILITY: POSITION/ELEVATION WELL
 CT0217
 CT0217  HISTORY     - Date     Condition        Report By
 CT0217  HISTORY     - UNK      MONUMENTED       CGS
 CT0217  HISTORY     - 1933     GOOD             NGS
 CT0217  HISTORY     - 1965     MARK NOT FOUND   USGS
 CT0217
 CT0217                          STATION DESCRIPTION
 CT0217
 CT0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0217'1.1 MI SE FROM MANGUM.
 CT0217'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, AT 1 MILE 143.1, 20 FEET
 CT0217'NORTH OF ROAD CROSSING, 70 FEET WEST OF CENTERLINE OF TRACK.  SET IN
 CT0217'ROCK LEDGE.
 CT0217
 CT0217                          STATION RECOVERY (1965)
 CT0217
 CT0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0136 ***********************************************************************
 CT0136  DESIGNATION -  J 194
 CT0136  PID         -  CT0136
 CT0136  STATE/COUNTY-  TX/ERATH
 CT0136  USGS QUAD   -  DUBLIN (1965)
 CT0136
 CT0136                         *CURRENT SURVEY CONTROL
 CT0136  ___________________________________________________________________
 CT0136* NAD 83(1986)-  32 05 21.     (N)    098 20 18.     (W)     SCALED    
 CT0136* NAVD 88     -       457.158  (meters)    1499.86   (feet)  ADJUSTED  
 CT0136  ___________________________________________________________________
 CT0136  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CT0136  DYNAMIC HT  -         456.573 (meters)    1497.94  (feet)  COMP
 CT0136  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 CT0136
 CT0136  VERT ORDER  -  SECOND    CLASS 0
 CT0136
 CT0136.The horizontal coordinates were scaled from a topographic map and have
 CT0136.an estimated accuracy of +/- 6 seconds.
 CT0136
 CT0136.The orthometric height was determined by differential leveling
 CT0136.and adjusted by the National Geodetic Survey in June 1991..
 CT0136
 CT0136.The geoid height was determined by GEOID03.
 CT0136
 CT0136.The dynamic height is computed by dividing the NAVD 88
 CT0136.geopotential number by the normal gravity value computed on the
 CT0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0136.degrees latitude (g = 980.6199 gals.).
 CT0136
 CT0136.The modeled gravity was interpolated from observed gravity values.
 CT0136
 CT0136;                    North         East    Units  Estimated Accuracy
 CT0136;SPC TXNC     - 2,046,860.      615,260.      MT  (+/- 180 meters Scaled)
 CT0136
 CT0136                          SUPERSEDED SURVEY CONTROL
 CT0136
 CT0136  NGVD 29 (??/??/92)  457.058  (m)         1499.53   (f) ADJ UNCH    2 0
 CT0136
 CT0136.Superseded values are not recommended for survey control.
 CT0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0136.See file dsdata.txt to determine how the superseded data were derived.
 CT0136
 CT0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA624505(NAD 83)
 CT0136_MARKER: DB = BENCH MARK DISK
 CT0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0136_SP_SET: PIER
 CT0136_STAMPING: J 194 1933 1499.531
 CT0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0136
 CT0136  HISTORY     - Date     Condition        Report By
 CT0136  HISTORY     - 1933     MONUMENTED       CGS
 CT0136  HISTORY     - 1954     GOOD             NGS
 CT0136  HISTORY     - 19950405 GOOD             USPSQD
 CT0136  HISTORY     - 19990828 GOOD             USPSQD
 CT0136
 CT0136                          STATION DESCRIPTION
 CT0136
 CT0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0136'IN DUBLIN.
 CT0136'AT DUBLIN, ERATH COUNTY, AT THE SCHOOL GROUNDS, HIGH AND ELEMENTARY,
 CT0136'IN THE TOP OF THE CONCRETE PIER NEAR THE CENTER OF THE WEST FRONT OF
 CT0136'THE CAMPUS.  A STANDARD DISK STAMPED AS ABOVE AND SET IN THE PIER USED
 CT0136'FOR THE FLAG, ABOUT 15 INCHES ABOVE THE GROUND.
 CT0136
 CT0136                          STATION RECOVERY (1995)
 CT0136
 CT0136'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0136'RECOVERED IN GOOD CONDITION.
 CT0136
 CT0136                          STATION RECOVERY (1999)
 CT0136
 CT0136'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2258 ***********************************************************************
 CS2258  DESIGNATION -  J 195
 CS2258  PID         -  CS2258
 CS2258  STATE/COUNTY-  TX/BOSQUE
 CS2258  USGS QUAD   -  MORGAN (1977)
 CS2258
 CS2258                         *CURRENT SURVEY CONTROL
 CS2258  ___________________________________________________________________
 CS2258* NAD 83(1986)-  32 00 45.     (N)    097 36 23.     (W)     SCALED    
 CS2258* NAVD 88     -       223.090  (meters)     731.92   (feet)  ADJUSTED  
 CS2258  ___________________________________________________________________
 CS2258  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CS2258  DYNAMIC HT  -         222.812 (meters)     731.01  (feet)  COMP
 CS2258  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 CS2258
 CS2258  VERT ORDER  -  SECOND    CLASS 0
 CS2258
 CS2258.The horizontal coordinates were scaled from a topographic map and have
 CS2258.an estimated accuracy of +/- 6 seconds.
 CS2258
 CS2258.The orthometric height was determined by differential leveling
 CS2258.and adjusted by the National Geodetic Survey in June 1991..
 CS2258
 CS2258.The geoid height was determined by GEOID03.
 CS2258
 CS2258.The dynamic height is computed by dividing the NAVD 88
 CS2258.geopotential number by the normal gravity value computed on the
 CS2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2258.degrees latitude (g = 980.6199 gals.).
 CS2258
 CS2258.The modeled gravity was interpolated from observed gravity values.
 CS2258
 CS2258;                    North         East    Units  Estimated Accuracy
 CS2258;SPC TX C     - 3,263,220.      957,630.      MT  (+/- 180 meters Scaled)
 CS2258
 CS2258                          SUPERSEDED SURVEY CONTROL
 CS2258
 CS2258  NGVD 29 (??/??/92)  223.052  (m)          731.80   (f) ADJ UNCH    2 0
 CS2258
 CS2258.Superseded values are not recommended for survey control.
 CS2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2258.See file dsdata.txt to determine how the superseded data were derived.
 CS2258
 CS2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA316426(NAD 83)
 CS2258_MARKER: DB = BENCH MARK DISK
 CS2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2258_STAMPING: J 195 1933 731.796
 CS2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2258+STABILITY: SURFACE MOTION
 CS2258
 CS2258  HISTORY     - Date     Condition        Report By
 CS2258  HISTORY     - 1933     MONUMENTED       CGS
 CS2258  HISTORY     - 1951     GOOD             NGS
 CS2258  HISTORY     - 1955     MARK NOT FOUND   USGS
 CS2258  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2258
 CS2258                          STATION DESCRIPTION
 CS2258
 CS2258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS2258'IN MORGAN.
 CS2258'AT MORGAN, BOSQUE COUNTY, ABOUT 200 FEET EAST OF THE
 CS2258'MISSOURI-KANSAS-TEXAS STATION, 1/4 MILE WEST OF THE SANTA FE STATION,
 CS2258'33 FEET SOUTH OF THE CENTERLINE OF THE TRACKS, 40 FEET WEST OF THE
 CS2258'CENTERLINE OF A ROAD CROSSING.  A STANDARD DISK STAMPED J 195 1933
 CS2258'731.796 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 CS2258'INCHES ABOVE THE GROUND.
 CS2258
 CS2258                          STATION RECOVERY (1955)
 CS2258
 CS2258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CS2258'MARK NOT FOUND.
 CS2258
 CS2258                          STATION RECOVERY (2001)
 CS2258
 CS2258'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0378 ***********************************************************************
 BM0378  DESIGNATION -  J 196
 BM0378  PID         -  BM0378
 BM0378  STATE/COUNTY-  TX/WILLIAMSON
 BM0378  USGS QUAD   -  THRALL (1989)
 BM0378
 BM0378                         *CURRENT SURVEY CONTROL
 BM0378  ___________________________________________________________________
 BM0378* NAD 83(1986)-  30 34 59.     (N)    097 20 12.     (W)     SCALED    
 BM0378* NAVD 88     -       173.85   (+/-2cm)     570.4    (feet)  VERTCON   
 BM0378  ___________________________________________________________________
 BM0378  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0378
 BM0378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0378
 BM0378.The horizontal coordinates were scaled from a topographic map and have
 BM0378.an estimated accuracy of +/- 6 seconds.
 BM0378
 BM0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0378.The vertical order pertains to the NGVD 29 superseded value.
 BM0378
 BM0378.The geoid height was determined by GEOID03.
 BM0378
 BM0378;                    North         East    Units  Estimated Accuracy
 BM0378;SPC TX C     - 3,105,460.      987,370.      MT  (+/- 180 meters Scaled)
 BM0378
 BM0378                          SUPERSEDED SURVEY CONTROL
 BM0378
 BM0378  NGVD 29 (??/??/92)  173.780  (m)          570.14   (f) ADJ UNCH    2 0
 BM0378
 BM0378.Superseded values are not recommended for survey control.
 BM0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0378.See file dsdata.txt to determine how the superseded data were derived.
 BM0378
 BM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU594845(NAD 83)
 BM0378_MARKER: DB = BENCH MARK DISK
 BM0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0378_SP_SET: CULVERT
 BM0378_STAMPING: J 196 1933 570.166
 BM0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0378
 BM0378  HISTORY     - Date     Condition        Report By
 BM0378  HISTORY     - 1933     MONUMENTED       CGS
 BM0378  HISTORY     - 1935     GOOD             NGS
 BM0378  HISTORY     - 1990     GOOD             USPSQD
 BM0378  HISTORY     - 19991231 GOOD             USPSQD
 BM0378
 BM0378                          STATION DESCRIPTION
 BM0378
 BM0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0378'4.3 MI E FROM TAYLOR.
 BM0378'4.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0378'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM TAYLOR, WILLIAMSON COUNTY,
 BM0378'0.1 MILE WEST OF MILEPOST 140, AT THE SOUTHEAST END OF A CULVERT, AND
 BM0378'IN THE TOP OF THE CONCRETE HEADWALL.
 BM0378
 BM0378                          STATION RECOVERY (1935)
 BM0378
 BM0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0378'RECOVERED IN GOOD CONDITION.
 BM0378
 BM0378                          STATION RECOVERY (1990)
 BM0378
 BM0378'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0378'RECOVERED IN GOOD CONDITION.
 BM0378
 BM0378                          STATION RECOVERY (1999)
 BM0378
 BM0378'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1017 ***********************************************************************
 BL1017  DESIGNATION -  J 197
 BL1017  PID         -  BL1017
 BL1017  STATE/COUNTY-  TX/SAN JACINTO
 BL1017  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1017
 BL1017                         *CURRENT SURVEY CONTROL
 BL1017  ___________________________________________________________________
 BL1017* NAD 83(1986)-  30 43 48.     (N)    095 11 51.     (W)     SCALED    
 BL1017* NAVD 88     -        37.33   (+/-2cm)     122.5    (feet)  VERTCON   
 BL1017  ___________________________________________________________________
 BL1017  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BL1017
 BL1017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1017
 BL1017.The horizontal coordinates were scaled from a topographic map and have
 BL1017.an estimated accuracy of +/- 6 seconds.
 BL1017
 BL1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1017.The vertical order pertains to the NGVD 29 superseded value.
 BL1017
 BL1017.The geoid height was determined by GEOID03.
 BL1017
 BL1017;                    North         East    Units  Estimated Accuracy
 BL1017;SPC TX C     - 3,129,230.    1,191,640.      MT  (+/- 180 meters Scaled)
 BL1017
 BL1017                          SUPERSEDED SURVEY CONTROL
 BL1017
 BL1017  NGVD 29 (??/??/92)   37.346  (m)          122.53   (f) ADJ UNCH    2 0
 BL1017
 BL1017.Superseded values are not recommended for survey control.
 BL1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1017.See file dsdata.txt to determine how the superseded data were derived.
 BL1017
 BL1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ896017(NAD 83)
 BL1017_MARKER: DD = SURVEY DISK
 BL1017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1017_SP_SET: CURB
 BL1017_STAMPING: J 197 34
 BL1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1017
 BL1017  HISTORY     - Date     Condition        Report By
 BL1017  HISTORY     - 1934     MONUMENTED       USDA
 BL1017  HISTORY     - 1947     GOOD             NGS
 BL1017
 BL1017                          STATION DESCRIPTION
 BL1017
 BL1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1017'1.4 MI SE FROM POINT BLANK.
 BL1017'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 156 FROM THE POST OFFICE
 BL1017'AT POINTBLANK, IN THE NORTHWEST END OF THE SOUTHWEST CURB OF THE
 BL1017'WOODEN PORTION OF THE BRIDGE OVER CLEAR BRANCH, 10.2 FEET SOUTHWEST OF
 BL1017'THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT SOUTHEAST OF THE NORTHWEST
 BL1017'END OF THE CURB, 0.5 FOOT ABOVE ROAD LEVEL.  NOTE-- THE DATE IS GIVEN
 BL1017'ON THE DISK AS 1934.  THE 19 IN THE DISK IS CAST AND THE DATE 34 IS
 BL1017'STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0276 ***********************************************************************
 BM0276  DESIGNATION -  J 197
 BM0276  PID         -  BM0276
 BM0276  STATE/COUNTY-  TX/MILAM
 BM0276  USGS QUAD   -  GAUSE (1989)
 BM0276
 BM0276                         *CURRENT SURVEY CONTROL
 BM0276  ___________________________________________________________________
 BM0276* NAD 83(1986)-  30 48 08.     (N)    096 41 49.     (W)     SCALED    
 BM0276* NAVD 88     -       103.90   (+/-2cm)     340.9    (feet)  VERTCON   
 BM0276  ___________________________________________________________________
 BM0276  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BM0276
 BM0276  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0276
 BM0276.The horizontal coordinates were scaled from a topographic map and have
 BM0276.an estimated accuracy of +/- 6 seconds.
 BM0276
 BM0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0276.The vertical order pertains to the NGVD 29 superseded value.
 BM0276
 BM0276.The geoid height was determined by GEOID03.
 BM0276
 BM0276;                    North         East    Units  Estimated Accuracy
 BM0276;SPC TX C     - 3,131,570.    1,047,900.      MT  (+/- 180 meters Scaled)
 BM0276
 BM0276                          SUPERSEDED SURVEY CONTROL
 BM0276
 BM0276  NGVD 29 (??/??/92)  103.858  (m)          340.74   (f) ADJ UNCH    2 0
 BM0276
 BM0276.Superseded values are not recommended for survey control.
 BM0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0276.See file dsdata.txt to determine how the superseded data were derived.
 BM0276
 BM0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV203099(NAD 83)
 BM0276_MARKER: DB = BENCH MARK DISK
 BM0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0276_SP_SET: WALL
 BM0276_STAMPING: 340.800 J 197 1933
 BM0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0276
 BM0276  HISTORY     - Date     Condition        Report By
 BM0276  HISTORY     - 1933     MONUMENTED       CGS
 BM0276  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0276
 BM0276                          STATION DESCRIPTION
 BM0276
 BM0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0276'1.9 MI NE FROM GAUSE.
 BM0276'1.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0276'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT GAUSE,
 BM0276'MILAM COUNTY, 200 YARDS SOUTHWEST OF A ROAD CROSSING, 105 YARDS
 BM0276'NORTHEAST OF MILEPOST 98, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 BM0276'SOUTH RETAINING WALL.
 BM0276
 BM0276                          STATION RECOVERY (1999)
 BM0276
 BM0276'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1034 ***********************************************************************
 BZ1034  DESIGNATION -  J 198
 BZ1034  PID         -  BZ1034
 BZ1034  STATE/COUNTY-  TX/CORYELL
 BZ1034  USGS QUAD   -  JONESBORO (1979)
 BZ1034
 BZ1034                         *CURRENT SURVEY CONTROL
 BZ1034  ___________________________________________________________________
 BZ1034* NAD 83(1986)-  31 32 24.     (N)    097 55 37.     (W)     SCALED    
 BZ1034* NAVD 88     -       309.996  (meters)    1017.05   (feet)  ADJUSTED  
 BZ1034  ___________________________________________________________________
 BZ1034  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BZ1034  DYNAMIC HT  -         309.594 (meters)    1015.73  (feet)  COMP
 BZ1034  MODELED GRAV-     979,337.5   (mgal)                       NAVD 88
 BZ1034
 BZ1034  VERT ORDER  -  SECOND    CLASS 0
 BZ1034
 BZ1034.The horizontal coordinates were scaled from a topographic map and have
 BZ1034.an estimated accuracy of +/- 6 seconds.
 BZ1034
 BZ1034.The orthometric height was determined by differential leveling
 BZ1034.and adjusted by the National Geodetic Survey in June 1991..
 BZ1034
 BZ1034.The geoid height was determined by GEOID03.
 BZ1034
 BZ1034.The dynamic height is computed by dividing the NAVD 88
 BZ1034.geopotential number by the normal gravity value computed on the
 BZ1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1034.degrees latitude (g = 980.6199 gals.).
 BZ1034
 BZ1034.The modeled gravity was interpolated from observed gravity values.
 BZ1034
 BZ1034;                    North         East    Units  Estimated Accuracy
 BZ1034;SPC TX C     - 3,210,140.      928,480.      MT  (+/- 180 meters Scaled)
 BZ1034
 BZ1034                          SUPERSEDED SURVEY CONTROL
 BZ1034
 BZ1034  NGVD 29 (??/??/92)  309.920  (m)         1016.80   (f) ADJ UNCH    2 0
 BZ1034
 BZ1034.Superseded values are not recommended for survey control.
 BZ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1034.See file dsdata.txt to determine how the superseded data were derived.
 BZ1034
 BZ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV018899(NAD 83)
 BZ1034_MARKER: DB = BENCH MARK DISK
 BZ1034_SETTING: 66 = SET IN ROCK OUTCROP
 BZ1034_SP_SET: ROCK OUTCROP
 BZ1034_STAMPING: J 198 1933
 BZ1034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1034+STABILITY: POSITION/ELEVATION WELL
 BZ1034
 BZ1034  HISTORY     - Date     Condition        Report By
 BZ1034  HISTORY     - 1933     MONUMENTED       CGS
 BZ1034  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1034
 BZ1034                          STATION DESCRIPTION
 BZ1034
 BZ1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ1034'2.8 MI SE FROM IRELAND.
 BZ1034'2.8 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ1034'IRELAND, CORYELL COUNTY, 87 FEET NORTHWEST OF MILEPOST 14, 68 FEET
 BZ1034'NORTH OF THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF A ROCK OUTCROP.
 BZ1034
 BZ1034                          STATION RECOVERY (2001)
 BZ1034
 BZ1034'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0879 ***********************************************************************
 BZ0879  DESIGNATION -  J 199
 BZ0879  PID         -  BZ0879
 BZ0879  STATE/COUNTY-  TX/MCLENNAN
 BZ0879  USGS QUAD   -  EAGLE SPRINGS (1965)
 BZ0879
 BZ0879                         *CURRENT SURVEY CONTROL
 BZ0879  ___________________________________________________________________
 BZ0879* NAD 83(1986)-  31 21 19.     (N)    097 22 40.     (W)     SCALED    
 BZ0879* NAVD 88     -       225.949  (meters)     741.30   (feet)  ADJUSTED  
 BZ0879  ___________________________________________________________________
 BZ0879  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BZ0879  DYNAMIC HT  -         225.652 (meters)     740.33  (feet)  COMP
 BZ0879  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 BZ0879
 BZ0879  VERT ORDER  -  SECOND    CLASS 0
 BZ0879
 BZ0879.The horizontal coordinates were scaled from a topographic map and have
 BZ0879.an estimated accuracy of +/- 6 seconds.
 BZ0879
 BZ0879.The orthometric height was determined by differential leveling
 BZ0879.and adjusted by the National Geodetic Survey in June 1991..
 BZ0879
 BZ0879.The geoid height was determined by GEOID03.
 BZ0879
 BZ0879.The dynamic height is computed by dividing the NAVD 88
 BZ0879.geopotential number by the normal gravity value computed on the
 BZ0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0879.degrees latitude (g = 980.6199 gals.).
 BZ0879
 BZ0879.The modeled gravity was interpolated from observed gravity values.
 BZ0879
 BZ0879;                    North         East    Units  Estimated Accuracy
 BZ0879;SPC TX C     - 3,190,930.      981,160.      MT  (+/- 180 meters Scaled)
 BZ0879
 BZ0879                          SUPERSEDED SURVEY CONTROL
 BZ0879
 BZ0879  NGVD 29 (??/??/92)  225.900  (m)          741.14   (f) ADJ UNCH    2 0
 BZ0879
 BZ0879.Superseded values are not recommended for survey control.
 BZ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0879.See file dsdata.txt to determine how the superseded data were derived.
 BZ0879
 BZ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV543701(NAD 83)
 BZ0879_MARKER: DB = BENCH MARK DISK
 BZ0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0879_STAMPING: J 199 1933
 BZ0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0879+STABILITY: SURFACE MOTION
 BZ0879
 BZ0879  HISTORY     - Date     Condition        Report By
 BZ0879  HISTORY     - 1933     MONUMENTED       CGS
 BZ0879  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0879  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0879
 BZ0879                          STATION DESCRIPTION
 BZ0879
 BZ0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0879'3.2 MI N FROM MOODY.
 BZ0879'3.2 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0879'MOODY, MCLENNAN COUNTY, AT MILEPOST 237, ABOUT 100 FEET WEST OF THE
 BZ0879'CENTERLINE OF THE TRACK, AND ABOUT 60 FEET EAST OF THE RIGHT-OF-WAY
 BZ0879'FENCE.  A STANDARD DISK, STAMPED J 199 1933 AND SET IN THE TOP OF A
 BZ0879'CONCRETE POST.
 BZ0879
 BZ0879                          STATION RECOVERY (1995)
 BZ0879
 BZ0879'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0879'MARK NOT FOUND.
 BZ0879
 BZ0879                          STATION RECOVERY (2001)
 BZ0879
 BZ0879'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0022 ***********************************************************************
 AB0022  DESIGNATION -  J 2
 AB0022  PID         -  AB0022
 AB0022  STATE/COUNTY-  TX/CAMERON
 AB0022  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0022
 AB0022                         *CURRENT SURVEY CONTROL
 AB0022  ___________________________________________________________________
 AB0022* NAD 83(1986)-  25 55 07.     (N)    097 27 36.     (W)     SCALED    
 AB0022* NAVD 88     -         8.434  (meters)      27.67   (feet)  ADJUSTED  
 AB0022  ___________________________________________________________________
 AB0022  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AB0022  DYNAMIC HT  -           8.420 (meters)      27.62  (feet)  COMP
 AB0022  MODELED GRAV-     979,030.7   (mgal)                       NAVD 88
 AB0022
 AB0022  VERT ORDER  -  FIRST     CLASS II
 AB0022
 AB0022.The horizontal coordinates were scaled from a topographic map and have
 AB0022.an estimated accuracy of +/- 6 seconds.
 AB0022
 AB0022.The orthometric height was determined by differential leveling
 AB0022.and adjusted by the National Geodetic Survey in June 1991..
 AB0022
 AB0022.The geoid height was determined by GEOID03.
 AB0022
 AB0022.The dynamic height is computed by dividing the NAVD 88
 AB0022.geopotential number by the normal gravity value computed on the
 AB0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0022.degrees latitude (g = 980.6199 gals.).
 AB0022
 AB0022.The modeled gravity was interpolated from observed gravity values.
 AB0022
 AB0022;                    North         East    Units  Estimated Accuracy
 AB0022;SPC TX S     - 5,028,340.      404,200.      MT  (+/- 180 meters Scaled)
 AB0022
 AB0022                          SUPERSEDED SURVEY CONTROL
 AB0022
 AB0022  NGVD 29 (??/??/92)    8.52   (m)           28.0    (f) COMPUTED    1 2
 AB0022
 AB0022.Superseded values are not recommended for survey control.
 AB0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0022.See file dsdata.txt to determine how the superseded data were derived.
 AB0022
 AB0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP542675(NAD 83)
 AB0022_MARKER: DD = SURVEY DISK
 AB0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0022_SP_SET: CULVERT
 AB0022_STAMPING: J 2 27.80
 AB0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0022
 AB0022  HISTORY     - Date     Condition        Report By
 AB0022  HISTORY     - UNK      MONUMENTED
 AB0022  HISTORY     - 1950     GOOD             NGS
 AB0022  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0022  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0022
 AB0022                          STATION DESCRIPTION
 AB0022
 AB0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0022'2.8 MI NE FROM BROWNSVILLE.
 AB0022'TO REACH FROM INTERSECTION OF TEXAS STATE HIGHWAYS NO. 4(E 14TH
 AB0022'STREET) AND NO. 48 (BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED E. 0.4
 AB0022'MILE ON STATE HIGHWAY NO. 4 TO A CONCRETE CULVERT NEAR A T ROAD
 AB0022'INTERSECTION AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY
 AB0022'IN THE CENTER OF THE TOP OF THE N. HEADWALL OF THE CULVERT, 27 FEET W.
 AB0022'OF THE CENTER OF THE INTERSECTION, 15 FEET N. OF AND APPROXIMATELY 1.0
 AB0022'FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.  A CAMERON COUNTY DISK SET
 AB0022'IN DRILL HOLE.
 AB0022
 AB0022                          STATION RECOVERY (1982)
 AB0022
 AB0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0022'MARK NOT FOUND.
 AB0022
 AB0022                          STATION RECOVERY (1990)
 AB0022
 AB0022'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0138 ***********************************************************************
 DN0138  DESIGNATION -  J 2
 DN0138  PID         -  DN0138
 DN0138  STATE/COUNTY-  TX/HUNT
 DN0138  USGS QUAD   -  GREENVILLE SW (1962)
 DN0138
 DN0138                         *CURRENT SURVEY CONTROL
 DN0138  ___________________________________________________________________
 DN0138* NAD 83(1986)-  33 04 00.     (N)    096 13 30.     (W)     SCALED    
 DN0138* NAVD 88     -       161.729  (meters)     530.61   (feet)  POSTED    
 DN0138  ___________________________________________________________________
 DN0138  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN0138  DYNAMIC HT  -         161.550 (meters)     530.02  (feet)  COMP
 DN0138  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 DN0138
 DN0138  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DN0138
 DN0138.The horizontal coordinates were scaled from a topographic map and have
 DN0138.an estimated accuracy of +/- 6 seconds.
 DN0138
 DN0138.The orthometric height was determined by differential leveling
 DN0138.and adjusted by the National Geodetic Survey in 1992..
 DN0138.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DN0138.rate of 0.0 thru 1.0 mm/km.
 DN0138
 DN0138.The geoid height was determined by GEOID03.
 DN0138
 DN0138.The dynamic height is computed by dividing the NAVD 88
 DN0138.geopotential number by the normal gravity value computed on the
 DN0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0138.degrees latitude (g = 980.6199 gals.).
 DN0138
 DN0138.The modeled gravity was interpolated from observed gravity values.
 DN0138
 DN0138;                    North         East    Units  Estimated Accuracy
 DN0138;SPC TXNC     - 2,157,550.      812,400.      MT  (+/- 180 meters Scaled)
 DN0138
 DN0138                          SUPERSEDED SURVEY CONTROL
 DN0138
 DN0138  NGVD 29 (??/??/92)  161.713  (m)          530.55   (f) ADJ UNCH    1 2
 DN0138
 DN0138.Superseded values are not recommended for survey control.
 DN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0138.See file dsdata.txt to determine how the superseded data were derived.
 DN0138
 DN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB590621(NAD 83)
 DN0138_MARKER: DB = BENCH MARK DISK
 DN0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0138+STABILITY: SURFACE MOTION
 DN0138
 DN0138  HISTORY     - Date     Condition        Report By
 DN0138  HISTORY     - UNK      MONUMENTED       CGS
 DN0138  HISTORY     - 1961     MARK NOT FOUND   NGS
 DN0138  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0138
 DN0138                          STATION DESCRIPTION
 DN0138
 DN0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DN0138'IN CADDO MILLS.
 DN0138'AT CADDO MILLS, HUNT COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROADD OF
 DN0138'TEXAS, 200 FEET EAST OF THE STATION, 20 FEET NORTH OF THE CENTERLINE
 DN0138'OF THE TRACK, AND 2 FEET NORTH OF THE LOWER EDGE OF THE ROADBED. THE
 DN0138'BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM IN THE TOP OF
 DN0138'A STONE POST.  NOTE-- HEAVY EQUIPMENT HAS BEEN USED IN THE AREA AND
 DN0138'MARK HAS EITHER BEEN COVERED OR DESTROYED.
 DN0138
 DN0138                          STATION RECOVERY (1986)
 DN0138
 DN0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0004 ***********************************************************************
 BM0004  DESIGNATION -  J 2
 BM0004  PID         -  BM0004
 BM0004  STATE/COUNTY-  TX/MADISON
 BM0004  USGS QUAD   -  NORTH ZULCH (1989)
 BM0004
 BM0004                         *CURRENT SURVEY CONTROL
 BM0004  ___________________________________________________________________
 BM0004* NAD 83(1986)-  30 56 50.     (N)    096 06 35.     (W)     SCALED    
 BM0004* NAVD 88     -       114.57   (+/-2cm)     375.9    (feet)  VERTCON   
 BM0004  ___________________________________________________________________
 BM0004  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BM0004
 BM0004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0004
 BM0004.The horizontal coordinates were scaled from a topographic map and have
 BM0004.an estimated accuracy of +/- 6 seconds.
 BM0004
 BM0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0004.The vertical order pertains to the NGVD 29 superseded value.
 BM0004
 BM0004.The geoid height was determined by GEOID03.
 BM0004
 BM0004;                    North         East    Units  Estimated Accuracy
 BM0004;SPC TX C     - 3,149,620.    1,103,450.      MT  (+/- 180 meters Scaled)
 BM0004
 BM0004                          SUPERSEDED SURVEY CONTROL
 BM0004
 BM0004  NGVD 29 (??/??/92)  114.544  (m)          375.80   (f) ADJ UNCH    2 0
 BM0004
 BM0004.Superseded values are not recommended for survey control.
 BM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0004.See file dsdata.txt to determine how the superseded data were derived.
 BM0004
 BM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV761273(NAD 83)
 BM0004_MARKER: DD = SURVEY DISK
 BM0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0004_STAMPING: 17B 1924 J-2 1925
 BM0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0004+STABILITY: SURFACE MOTION
 BM0004
 BM0004  HISTORY     - Date     Condition        Report By
 BM0004  HISTORY     - 1925     MONUMENTED       USGS
 BM0004  HISTORY     - 1933     GOOD             NGS
 BM0004  HISTORY     - 1947     MARK NOT FOUND   NGS
 BM0004
 BM0004                          STATION DESCRIPTION
 BM0004
 BM0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BM0004'2.5 MI N FROM NORTH ZULCH.
 BM0004'2.5 MILES NORTH OF, ALONG BURLINGTON AND ROCK ISLAND R. R.  1.5 MILES
 BM0004'SOUTH OF GEORGE STATION, 100 FEET WEST OF CENTER OF TRACK, IN
 BM0004'NORTHWEST CORNER OF INTERSECTION OF ROAD AND HIGHWAY, 10 FEET EAST AND
 BM0004'2 FEET SOUTH OF CORNER POST.
 BM0004
 BM0004                          STATION RECOVERY (1947)
 BM0004
 BM0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BM0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0023 ***********************************************************************
 AB0023  DESIGNATION -  J 2 RESET
 AB0023  PID         -  AB0023
 AB0023  STATE/COUNTY-  TX/CAMERON
 AB0023  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0023
 AB0023                         *CURRENT SURVEY CONTROL
 AB0023  ___________________________________________________________________
 AB0023* NAD 83(1986)-  25 55 07.     (N)    097 27 36.     (W)     SCALED    
 AB0023* NAVD 88     -         8.12   (+/-2cm)      26.6    (feet)  VERTCON   
 AB0023  ___________________________________________________________________
 AB0023  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 AB0023
 AB0023  VERT ORDER  -  THIRD (See Below)
 AB0023
 AB0023.The horizontal coordinates were scaled from a topographic map and have
 AB0023.an estimated accuracy of +/- 6 seconds.
 AB0023
 AB0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0023.The vertical order pertains to the NGVD 29 superseded value.
 AB0023
 AB0023.The geoid height was determined by GEOID03.
 AB0023
 AB0023;                    North         East    Units  Estimated Accuracy
 AB0023;SPC TX S     - 5,028,340.      404,200.      MT  (+/- 180 meters Scaled)
 AB0023
 AB0023                          SUPERSEDED SURVEY CONTROL
 AB0023
 AB0023  NGVD 29 (??/??/??)    8.21   (m)           26.9    (f) RESET       3  
 AB0023
 AB0023.Superseded values are not recommended for survey control.
 AB0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0023.See file dsdata.txt to determine how the superseded data were derived.
 AB0023
 AB0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP542675(NAD 83)
 AB0023_MARKER: DD = SURVEY DISK
 AB0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0023_SP_SET: CULVERT
 AB0023_STAMPING: J 2 RESET 1963
 AB0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0023
 AB0023  HISTORY     - Date     Condition        Report By
 AB0023  HISTORY     - 1963     MONUMENTED
 AB0023  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0023  HISTORY     - 19910327 MARK NOT FOUND   USPSQD
 AB0023
 AB0023                          STATION DESCRIPTION
 AB0023
 AB0023'DESCRIBED 1963
 AB0023'1.4 MI E FROM BROWNSVILLE.
 AB0023'1.0 MILE NORTHEAST AND 0.4 MILES SOUTHEAST ALONG STATE HIGHWAY 4 FROM
 AB0023'THE INTERSECTION OF SOUTHMOST ROAD AT BROWNSVILLE, CAMERON COUNTY, 0.4
 AB0023'MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 48 LEADING NORTHEAST
 AB0023'AND WEST, AT THE T-JUNCTION OF A ROAD LEADING SOUTH ACROSS RESACA DE
 AB0023'LA PALMA, 27 FEET WEST OF THE CENTER OF THE JUNCTION, 15 FEET NORTH OF
 AB0023'THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT, IN THE CENTER OF
 AB0023'THE TOP OF THE NORTH HEADWALL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AB0023'HIGHWAY.  NOTE-- BRASS TABLET IN TOP OF SLOTTED INLET IN NORTH CURB.
 AB0023'STATION 22+00 MILEPOST 2.6.
 AB0023
 AB0023                          STATION RECOVERY (1990)
 AB0023
 AB0023'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0023'MARK NOT FOUND.
 AB0023
 AB0023                          STATION RECOVERY (1991)
 AB0023
 AB0023'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0012 ***********************************************************************
 EO0012  DESIGNATION -  J 20
 EO0012  PID         -  EO0012
 EO0012  STATE/COUNTY-  TX/RANDALL
 EO0012  USGS QUAD   -  DAWN (1984)
 EO0012
 EO0012                         *CURRENT SURVEY CONTROL
 EO0012  ___________________________________________________________________
 EO0012* NAD 83(1986)-  34 56 27.     (N)    102 07 54.     (W)     SCALED    
 EO0012* NAVD 88     -      1144.889  (meters)    3756.19   (feet)  ADJUSTED  
 EO0012  ___________________________________________________________________
 EO0012  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 EO0012  DYNAMIC HT  -        1143.481 (meters)    3751.57  (feet)  COMP
 EO0012  MODELED GRAV-     979,365.4   (mgal)                       NAVD 88
 EO0012
 EO0012  VERT ORDER  -  FIRST     CLASS II
 EO0012
 EO0012.The horizontal coordinates were scaled from a topographic map and have
 EO0012.an estimated accuracy of +/- 6 seconds.
 EO0012
 EO0012.The orthometric height was determined by differential leveling
 EO0012.and adjusted by the National Geodetic Survey in June 1991..
 EO0012.WARNING-Repeat measurements at this control monument indicate possible
 EO0012.vertical movement.
 EO0012
 EO0012.The geoid height was determined by GEOID03.
 EO0012
 EO0012.The dynamic height is computed by dividing the NAVD 88
 EO0012.geopotential number by the normal gravity value computed on the
 EO0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0012.degrees latitude (g = 980.6199 gals.).
 EO0012
 EO0012.The modeled gravity was interpolated from observed gravity values.
 EO0012
 EO0012;                    North         East    Units  Estimated Accuracy
 EO0012;SPC TX N     - 1,104,560.      142,300.      MT  (+/- 180 meters Scaled)
 EO0012
 EO0012                          SUPERSEDED SURVEY CONTROL
 EO0012
 EO0012  NGVD 29 (??/??/92) 1144.364  (m)         3754.47   (f) ADJ UNCH    1 2
 EO0012
 EO0012.Superseded values are not recommended for survey control.
 EO0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0012.See file dsdata.txt to determine how the superseded data were derived.
 EO0012
 EO0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU619702(NAD 83)
 EO0012_MARKER: DB = BENCH MARK DISK
 EO0012_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EO0012_STAMPING: J 20 1911 ELEV. 3754.468 FT.
 EO0012_MARK LOGO: CGS   
 EO0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0012+STABILITY: SURFACE MOTION
 EO0012
 EO0012  HISTORY     - Date     Condition        Report By
 EO0012  HISTORY     - 1911     MONUMENTED       CGS
 EO0012  HISTORY     - 1958     GOOD             NGS
 EO0012  HISTORY     - 1984     GOOD             NGS
 EO0012
 EO0012                          STATION DESCRIPTION
 EO0012
 EO0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0012'1.6 MI SW FROM UMBARGER.
 EO0012'ABOUT 1.6 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0012'FROM THE STATION AT UMBARGER, 7 1/2 TELEPHONE POLES SOUTHWEST OF MILE
 EO0012'POST 582, 16 FEET NORTHWEST OF THE NEAR RAIL, 7 FEET BELOW THE TRACK,
 EO0012'AND IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 36
 EO0012'INCH CULVERT.  NOTE-- 1911 WAS STAMPED ON THE MARK BY THIS PARTY.
 EO0012
 EO0012                          STATION RECOVERY (1984)
 EO0012
 EO0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0012'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.1 KM
 EO0012'(11.85 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0012'RAILROAD FROM THE STATION IN CANYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0396 ***********************************************************************
 BZ0396  DESIGNATION -  J 20 USGS
 BZ0396  PID         -  BZ0396
 BZ0396  STATE/COUNTY-  TX/ROBERTSON
 BZ0396  USGS QUAD   -  FRANKLIN (1982)
 BZ0396
 BZ0396                         *CURRENT SURVEY CONTROL
 BZ0396  ___________________________________________________________________
 BZ0396* NAD 83(1986)-  31 02 48.     (N)    096 26 26.     (W)     SCALED    
 BZ0396* NAVD 88     -       127.57   (+/-2cm)     418.5    (feet)  VERTCON   
 BZ0396  ___________________________________________________________________
 BZ0396  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 BZ0396
 BZ0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0396
 BZ0396.The horizontal coordinates were scaled from a topographic map and have
 BZ0396.an estimated accuracy of +/- 6 seconds.
 BZ0396
 BZ0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0396.The vertical order pertains to the NGVD 29 superseded value.
 BZ0396
 BZ0396.The geoid height was determined by GEOID03.
 BZ0396
 BZ0396;                    North         East    Units  Estimated Accuracy
 BZ0396;SPC TX C     - 3,159,480.    1,071,480.      MT  (+/- 180 meters Scaled)
 BZ0396
 BZ0396                          SUPERSEDED SURVEY CONTROL
 BZ0396
 BZ0396  NGVD 29 (??/??/92)  127.534  (m)          418.42   (f) ADJ UNCH    2 0
 BZ0396
 BZ0396.Superseded values are not recommended for survey control.
 BZ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0396.See file dsdata.txt to determine how the superseded data were derived.
 BZ0396
 BZ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV442375(NAD 83)
 BZ0396_MARKER: DD = SURVEY DISK
 BZ0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0396_STAMPING: 418.411 J 20 1924
 BZ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0396+STABILITY: SURFACE MOTION
 BZ0396
 BZ0396  HISTORY     - Date     Condition        Report By
 BZ0396  HISTORY     - 1924     MONUMENTED       USGS
 BZ0396  HISTORY     - 1942     GOOD             NGS
 BZ0396  HISTORY     - 19940820 GOOD             USPSQD
 BZ0396
 BZ0396                          STATION DESCRIPTION
 BZ0396
 BZ0396'DESCRIBED BY US GEOLOGICAL SURVEY 1924
 BZ0396'3.0 MI NE FROM FRANKLIN.
 BZ0396'3.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0396'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM FRANKLIN, ROBERTSON
 BZ0396'COUNTY, 0.6 MILE WEST OF NEW BADEN, AT A ROAD CROSSING, ON THE
 BZ0396'NORTHWEST SIDE OF THE TRACK, ON THE NORTHEAST SIDE OF FERRIER ROAD,
 BZ0396'AND AT THE NORTHEAST CORNER OF THE RIGHT-OF-WAY FENCE.  A UNITED
 BZ0396'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 418.411 J 20 1924 AND
 BZ0396'SET IN THE TOP OF A CONCRETE POST.
 BZ0396
 BZ0396                          STATION RECOVERY (1942)
 BZ0396
 BZ0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BZ0396'RECOVERED IN GOOD CONDITION.
 BZ0396
 BZ0396                          STATION RECOVERY (1994)
 BZ0396
 BZ0396'RECOVERY NOTE BY US POWER SQUADRON 1994
 BZ0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0058 ***********************************************************************
 BN0058  DESIGNATION -  J 200
 BN0058  PID         -  BN0058
 BN0058  STATE/COUNTY-  TX/BURNET
 BN0058  USGS QUAD   -  BERTRAM (1986)
 BN0058
 BN0058                         *CURRENT SURVEY CONTROL
 BN0058  ___________________________________________________________________
 BN0058* NAD 83(1986)-  30 44 14.     (N)    098 02 11.     (W)     SCALED    
 BN0058* NAVD 88     -       366.411  (meters)    1202.13   (feet)  ADJUSTED  
 BN0058  ___________________________________________________________________
 BN0058  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 BN0058  DYNAMIC HT  -         365.916 (meters)    1200.51  (feet)  COMP
 BN0058  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 BN0058
 BN0058  VERT ORDER  -  SECOND    CLASS 0
 BN0058
 BN0058.The horizontal coordinates were scaled from a topographic map and have
 BN0058.an estimated accuracy of +/- 6 seconds.
 BN0058
 BN0058.The orthometric height was determined by differential leveling
 BN0058.and adjusted by the National Geodetic Survey in June 1991..
 BN0058
 BN0058.The geoid height was determined by GEOID03.
 BN0058
 BN0058.The dynamic height is computed by dividing the NAVD 88
 BN0058.geopotential number by the normal gravity value computed on the
 BN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0058.degrees latitude (g = 980.6199 gals.).
 BN0058
 BN0058.The modeled gravity was interpolated from observed gravity values.
 BN0058
 BN0058;                    North         East    Units  Estimated Accuracy
 BN0058;SPC TX C     - 3,120,950.      919,930.      MT  (+/- 180 meters Scaled)
 BN0058
 BN0058                          SUPERSEDED SURVEY CONTROL
 BN0058
 BN0058  NGVD 29 (??/??/92)  366.330  (m)         1201.87   (f) ADJ UNCH    2 0
 BN0058
 BN0058.Superseded values are not recommended for survey control.
 BN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0058.See file dsdata.txt to determine how the superseded data were derived.
 BN0058
 BN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV922008(NAD 83)
 BN0058_MARKER: DB = BENCH MARK DISK
 BN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0058_STAMPING: J-200 1933
 BN0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0058+STABILITY: SURFACE MOTION
 BN0058
 BN0058  HISTORY     - Date     Condition        Report By
 BN0058  HISTORY     - 1933     MONUMENTED       CGS
 BN0058  HISTORY     - 20020223 MARK NOT FOUND   USPSQD
 BN0058
 BN0058                          STATION DESCRIPTION
 BN0058
 BN0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0058'1.2 MI E FROM BERTRAM.
 BN0058'ALONG TEXAS AND NEW ORLEANS RAILROAD, AT MILEPOST 48, 440 FEET EAST OF
 BN0058'SIGN BERTRAM ONE MILE, 45 FEET NORTH OF CENTER OF TRACK, 2 FEET SOUTH
 BN0058'OF RIGHT OF WAY FENCE.
 BN0058
 BN0058                          STATION RECOVERY (2002)
 BN0058
 BN0058'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0615 ***********************************************************************
 BM0615  DESIGNATION -  J 201
 BM0615  PID         -  BM0615
 BM0615  STATE/COUNTY-  TX/TRAVIS
 BM0615  USGS QUAD   -  AUSTIN EAST (1988)
 BM0615
 BM0615                         *CURRENT SURVEY CONTROL
 BM0615  ___________________________________________________________________
 BM0615* NAD 83(1986)-  30 18 55.     (N)    097 42 57.     (W)     SCALED    
 BM0615* NAVD 88     -       202.665  (meters)     664.91   (feet)  ADJUSTED  
 BM0615  ___________________________________________________________________
 BM0615  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BM0615  DYNAMIC HT  -         202.388 (meters)     664.00  (feet)  COMP
 BM0615  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 BM0615
 BM0615  VERT ORDER  -  FIRST     CLASS II
 BM0615
 BM0615.The horizontal coordinates were scaled from a topographic map and have
 BM0615.an estimated accuracy of +/- 6 seconds.
 BM0615
 BM0615.The orthometric height was determined by differential leveling
 BM0615.and adjusted by the National Geodetic Survey in June 1991..
 BM0615
 BM0615.The geoid height was determined by GEOID03.
 BM0615
 BM0615.The dynamic height is computed by dividing the NAVD 88
 BM0615.geopotential number by the normal gravity value computed on the
 BM0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0615.degrees latitude (g = 980.6199 gals.).
 BM0615
 BM0615.The modeled gravity was interpolated from observed gravity values.
 BM0615
 BM0615;                    North         East    Units  Estimated Accuracy
 BM0615;SPC TX C     - 3,074,870.      951,720.      MT  (+/- 180 meters Scaled)
 BM0615
 BM0615                          SUPERSEDED SURVEY CONTROL
 BM0615
 BM0615  NGVD 29 (??/??/92)  202.556  (m)          664.55   (f) ADJ UNCH    1 2
 BM0615
 BM0615.Superseded values are not recommended for survey control.
 BM0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0615.See file dsdata.txt to determine how the superseded data were derived.
 BM0615
 BM0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU234544(NAD 83)
 BM0615_MARKER: DB = BENCH MARK DISK
 BM0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0615_STAMPING: J-201 1933
 BM0615_MARK LOGO: CGS   
 BM0615_PROJECTION: PROJECTING 5 CENTIMETERS
 BM0615_MAGNETIC: N = NO MAGNETIC MATERIAL
 BM0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0615+STABILITY: SURFACE MOTION
 BM0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0615+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 BM0615
 BM0615  HISTORY     - Date     Condition        Report By
 BM0615  HISTORY     - 1933     MONUMENTED       CGS
 BM0615  HISTORY     - 1977     GOOD             NGS
 BM0615  HISTORY     - 1980     GOOD             NGS
 BM0615  HISTORY     - 1983     GOOD             USGS
 BM0615  HISTORY     - 1990     POOR             USPSQD
 BM0615  HISTORY     - 19961120 GOOD             NGS
 BM0615  HISTORY     - 20010224 POOR             USPSQD
 BM0615  HISTORY     - 20030607 POOR             USPSQD
 BM0615  HISTORY     - 20050305 POOR             USPSQD
 BM0615
 BM0615                          STATION DESCRIPTION
 BM0615
 BM0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0615'5.4 MI N FROM AUSTIN.
 BM0615'ALONG THE TEXAS AND NEW ORLEANS RAILROAD, 700 FEET SOUTHEAST OF
 BM0615'MILEPOST 6, AT CATTLE GUARD NO. 5-F, 65 FEET NORTHWEST OF CENTERLINE
 BM0615'OF ROAD, 24 FEET SOUTHWEST OF CENTER OF TRACK, IN CORNER OF RIGHT OF
 BM0615'WAY FENCE.
 BM0615
 BM0615                          STATION RECOVERY (1977)
 BM0615
 BM0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BM0615'RECOVERED IN GOOD CONDITION.
 BM0615
 BM0615                          STATION RECOVERY (1980)
 BM0615
 BM0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0615'IN AUSTIN, AT THE SOUTHERN PACIFIC RAILROAD CROSSING OVER EAST 53RD
 BM0615'STREET, APPROXIMATELY 100 METERS WEST ALONG BRUNING AVENUE FROM THE
 BM0615'JUNCTION OF AIRPORT BOULEVARD, 21.9 METERS (72.0 FT) NORTHWEST OF THE
 BM0615'CENTER OF THE CROSSING, 6.4 METERS (21.0 FT) WEST OF THE WEST RAIL OF
 BM0615'THE TRACKS, 2.6 METERS (8.4 FT) EAST OF THE EAST FACE OF A BUILDING
 BM0615'OCCUPIED BY JIMS DISCOUNT AUTO SALES.  NOTE-DISK HAS BEEN MUTILATED
 BM0615'WHERE THE DATE HAD BEEN STAMPED AND THE DATE IS NO LONGER READABLE.
 BM0615'THE MARK IS 1.0 M ABOVE THE RAILROAD TRACKS.
 BM0615
 BM0615                          STATION RECOVERY (1983)
 BM0615
 BM0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 BM0615'RECOVERED IN GOOD CONDITION.
 BM0615
 BM0615                          STATION RECOVERY (1990)
 BM0615
 BM0615'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0615'MARK RECOVERED IN POOR CONDITION.
 BM0615
 BM0615                          STATION RECOVERY (1996)
 BM0615
 BM0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BM0615'IN AUSTIN, AT THE INTERSECTION OF BRUNING AVENUE AND EAST 53TH STREET,
 BM0615'21.8 M (71.5 FT) NORTH OF THE AVENUE CENTERLINE, 17.6 M (57.7 FT)
 BM0615'NORTHEAST OF THE STREET CENTERLINE, 6.4 M (21.0 FT) WEST OF THE NEAR
 BM0615'RAIL OF THE SOUTHERN PACIFIC RAILROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL
 BM0615'OF THE STREET, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT
 BM0615'IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN MUTILATED
 BM0615'AND THE STAMPING IS ILLEGIBLE.
 BM0615
 BM0615                          STATION RECOVERY (2001)
 BM0615
 BM0615'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BM0615'MARK RECOVERED IN POOR CONDITION.
 BM0615
 BM0615                          STATION RECOVERY (2003)
 BM0615
 BM0615'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0615'MARK RECOVERED IN POOR CONDITION.
 BM0615
 BM0615                          STATION RECOVERY (2005)
 BM0615
 BM0615'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 BM0615'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0083 ***********************************************************************
 BN0083  DESIGNATION -  J 202
 BN0083  PID         -  BN0083
 BN0083  STATE/COUNTY-  TX/HAYS
 BN0083  USGS QUAD   -  HENLY (1986)
 BN0083
 BN0083                         *CURRENT SURVEY CONTROL
 BN0083  ___________________________________________________________________
 BN0083* NAD 83(1986)-  30 11 47.     (N)    098 12 56.     (W)     SCALED    
 BN0083* NAVD 88     -       390.961  (meters)    1282.68   (feet)  ADJUSTED  
 BN0083  ___________________________________________________________________
 BN0083  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 BN0083  DYNAMIC HT  -         390.413 (meters)    1280.88  (feet)  COMP
 BN0083  MODELED GRAV-     979,228.4   (mgal)                       NAVD 88
 BN0083
 BN0083  VERT ORDER  -  SECOND    CLASS 0
 BN0083
 BN0083.The horizontal coordinates were scaled from a topographic map and have
 BN0083.an estimated accuracy of +/- 6 seconds.
 BN0083
 BN0083.The orthometric height was determined by differential leveling
 BN0083.and adjusted by the National Geodetic Survey in June 1991..
 BN0083
 BN0083.The geoid height was determined by GEOID03.
 BN0083
 BN0083.The dynamic height is computed by dividing the NAVD 88
 BN0083.geopotential number by the normal gravity value computed on the
 BN0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0083.degrees latitude (g = 980.6199 gals.).
 BN0083
 BN0083.The modeled gravity was interpolated from observed gravity values.
 BN0083
 BN0083;                    North         East    Units  Estimated Accuracy
 BN0083;SPC TXSC     - 4,262,150.      675,540.      MT  (+/- 180 meters Scaled)
 BN0083
 BN0083                          SUPERSEDED SURVEY CONTROL
 BN0083
 BN0083  NGVD 29 (??/??/92)  390.866  (m)         1282.37   (f) ADJ UNCH    2 0
 BN0083
 BN0083.Superseded values are not recommended for survey control.
 BN0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0083.See file dsdata.txt to determine how the superseded data were derived.
 BN0083
 BN0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU755408(NAD 83)
 BN0083_MARKER: DB = BENCH MARK DISK
 BN0083_SETTING: 66 = SET IN ROCK OUTCROP
 BN0083_SP_SET: ROCK OUTCROP
 BN0083_STAMPING: J 202 1933
 BN0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0083+STABILITY: POSITION/ELEVATION WELL
 BN0083
 BN0083  HISTORY     - Date     Condition        Report By
 BN0083  HISTORY     - 1933     MONUMENTED       CGS
 BN0083  HISTORY     - 1963     GOOD             USGS
 BN0083  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 BN0083  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BN0083  HISTORY     - 19990925 GOOD             USPSQD
 BN0083
 BN0083                          STATION DESCRIPTION
 BN0083
 BN0083'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BN0083'8.3 MI W FROM DRIPPING SPRINGS.
 BN0083'0.2 MILE NORTHWEST ALONG GRADED ROAD FROM HENLY POST OFFICE, HAYS
 BN0083'COUNTY, 34 FT. NORTH OF THE CENTER LINE OF ROAD, 42 FT. WEST OF A
 BN0083'DRAIN AND IN A ROCK OUTCROP.  A STANDARD C AND GS TABLET, STAMPED J
 BN0083'202 1933.
 BN0083
 BN0083                          STATION RECOVERY (1983)
 BN0083
 BN0083'RECOVERY NOTE BY US POWER SQUADRON 1983
 BN0083'MARK NOT FOUND.
 BN0083
 BN0083                          STATION RECOVERY (1990)
 BN0083
 BN0083'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BN0083'MARK NOT FOUND.
 BN0083
 BN0083                          STATION RECOVERY (1999)
 BN0083
 BN0083'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0662 ***********************************************************************
 AH0662  DESIGNATION -  J 203
 AH0662  PID         -  AH0662
 AH0662  STATE/COUNTY-  TX/KLEBERG
 AH0662  USGS QUAD   -  RIVIERA (1979)
 AH0662
 AH0662                         *CURRENT SURVEY CONTROL
 AH0662  ___________________________________________________________________
 AH0662* NAD 83(1986)-  27 17 27.     (N)    097 49 30.     (W)     SCALED    
 AH0662* NAVD 88     -        16.599  (meters)      54.46   (feet)  ADJUSTED  
 AH0662  ___________________________________________________________________
 AH0662  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH0662  DYNAMIC HT  -          16.574 (meters)      54.38  (feet)  COMP
 AH0662  MODELED GRAV-     979,092.4   (mgal)                       NAVD 88
 AH0662
 AH0662  VERT ORDER  -  SECOND    CLASS 0
 AH0662
 AH0662.The horizontal coordinates were scaled from a topographic map and have
 AH0662.an estimated accuracy of +/- 6 seconds.
 AH0662
 AH0662.The orthometric height was determined by differential leveling
 AH0662.and adjusted by the National Geodetic Survey in June 1991..
 AH0662
 AH0662.The geoid height was determined by GEOID03.
 AH0662
 AH0662.The dynamic height is computed by dividing the NAVD 88
 AH0662.geopotential number by the normal gravity value computed on the
 AH0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0662.degrees latitude (g = 980.6199 gals.).
 AH0662
 AH0662.The modeled gravity was interpolated from observed gravity values.
 AH0662
 AH0662;                    North         East    Units  Estimated Accuracy
 AH0662;SPC TX S     - 5,180,120.      366,820.      MT  (+/- 180 meters Scaled)
 AH0662
 AH0662                          SUPERSEDED SURVEY CONTROL
 AH0662
 AH0662  NGVD 29 (??/??/92)   16.730  (m)           54.89   (f) ADJ UNCH    2 0
 AH0662
 AH0662.Superseded values are not recommended for survey control.
 AH0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0662.See file dsdata.txt to determine how the superseded data were derived.
 AH0662
 AH0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR162191(NAD 83)
 AH0662_MARKER: DB = BENCH MARK DISK
 AH0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0662_STAMPING: J 203 1934
 AH0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0662+STABILITY: SURFACE MOTION
 AH0662
 AH0662  HISTORY     - Date     Condition        Report By
 AH0662  HISTORY     - 1934     MONUMENTED       CGS
 AH0662  HISTORY     - 1951     MARK NOT FOUND   NGS
 AH0662  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0662
 AH0662                          STATION DESCRIPTION
 AH0662
 AH0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0662'1.2 MI SW FROM RIVIERA.
 AH0662'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AH0662'RIVIERA, KLEBERG COUNTY, ABOUT 0.5 MILE WEST OF A CURVE, ABOUT 0.3
 AH0662'MILE NORTHEAST OF A BRIDGE OVER LOS OLMOS CREEK, ABOUT 40 FEET
 AH0662'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 2-1/2 FEET NORTHWEST
 AH0662'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 203 1934 AND
 AH0662'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS BELIEVED TO HAVE BEEN
 AH0662'COVERED BY DRIFTING SAND.
 AH0662
 AH0662                          STATION RECOVERY (1975)
 AH0662
 AH0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0420 ***********************************************************************
 BZ0420  DESIGNATION -  J 204
 BZ0420  PID         -  BZ0420
 BZ0420  STATE/COUNTY-  TX/LEON
 BZ0420  USGS QUAD   -  JEWETT (1982)
 BZ0420
 BZ0420                         *CURRENT SURVEY CONTROL
 BZ0420  ___________________________________________________________________
 BZ0420* NAD 83(1986)-  31 15 23.     (N)    096 08 37.     (W)     SCALED    
 BZ0420* NAVD 88     -       158.73   (+/-2cm)     520.8    (feet)  VERTCON   
 BZ0420  ___________________________________________________________________
 BZ0420  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BZ0420
 BZ0420  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0420
 BZ0420.The horizontal coordinates were scaled from a topographic map and have
 BZ0420.an estimated accuracy of +/- 6 seconds.
 BZ0420
 BZ0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0420.The vertical order pertains to the NGVD 29 superseded value.
 BZ0420
 BZ0420.The geoid height was determined by GEOID03.
 BZ0420
 BZ0420;                    North         East    Units  Estimated Accuracy
 BZ0420;SPC TX C     - 3,183,740.    1,098,920.      MT  (+/- 180 meters Scaled)
 BZ0420
 BZ0420                          SUPERSEDED SURVEY CONTROL
 BZ0420
 BZ0420  NGVD 29 (??/??/92)  158.695  (m)          520.65   (f) ADJ UNCH    2 0
 BZ0420
 BZ0420.Superseded values are not recommended for survey control.
 BZ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0420.See file dsdata.txt to determine how the superseded data were derived.
 BZ0420
 BZ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV720615(NAD 83)
 BZ0420_MARKER: DB = BENCH MARK DISK
 BZ0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0420_SP_SET: BUILDING
 BZ0420_STAMPING: 520.658 J 204 1933
 BZ0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0420
 BZ0420  HISTORY     - Date     Condition        Report By
 BZ0420  HISTORY     - 1933     MONUMENTED       CGS
 BZ0420  HISTORY     - 1965     GOOD             USGS
 BZ0420
 BZ0420                          STATION DESCRIPTION
 BZ0420
 BZ0420'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 BZ0420'IN CONCORD.
 BZ0420'AT CONCORD, LEON CO., 123 FT. SW OF THE SW CORNER OF THE POST OFFICE
 BZ0420'IN THE REMAINS OF A CONCRETE SPLASHWALL OF THE WEST FACE OF THE
 BZ0420'SCHOOL, AND 3 FT. ABOVE THE GROUND.  A STANDARD DISK, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1665 ***********************************************************************
 BL1665  DESIGNATION -  J 205
 BL1665  PID         -  BL1665
 BL1665  STATE/COUNTY-  TX/WALKER
 BL1665  USGS QUAD   -  CONNOR (1962)
 BL1665
 BL1665                         *CURRENT SURVEY CONTROL
 BL1665  ___________________________________________________________________
 BL1665* NAD 83(1986)-  30 52 34.     (N)    095 46 13.     (W)     SCALED    
 BL1665* NAVD 88     -        76.41   (+/-2cm)     250.7    (feet)  VERTCON   
 BL1665  ___________________________________________________________________
 BL1665  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BL1665
 BL1665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1665
 BL1665.The horizontal coordinates were scaled from a topographic map and have
 BL1665.an estimated accuracy of +/- 6 seconds.
 BL1665
 BL1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1665.The vertical order pertains to the NGVD 29 superseded value.
 BL1665
 BL1665.The geoid height was determined by GEOID03.
 BL1665
 BL1665;                    North         East    Units  Estimated Accuracy
 BL1665;SPC TX C     - 3,143,020.    1,136,180.      MT  (+/- 180 meters Scaled)
 BL1665
 BL1665                          SUPERSEDED SURVEY CONTROL
 BL1665
 BL1665  NGVD 29 (??/??/92)   76.409  (m)          250.69   (f) ADJ UNCH    2 0
 BL1665
 BL1665.Superseded values are not recommended for survey control.
 BL1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1665.See file dsdata.txt to determine how the superseded data were derived.
 BL1665
 BL1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ351191(NAD 83)
 BL1665_MARKER: DB = BENCH MARK DISK
 BL1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1665_STAMPING: J 205 1933 250.685
 BL1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1665+STABILITY: SURFACE MOTION
 BL1665
 BL1665  HISTORY     - Date     Condition        Report By
 BL1665  HISTORY     - 1933     MONUMENTED       CGS
 BL1665  HISTORY     - 1947     GOOD             NGS
 BL1665
 BL1665                          STATION DESCRIPTION
 BL1665
 BL1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL1665'10.75 MI SE FROM MADISONVILLE.
 BL1665'10.75 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75 FROM THE MADISONVILLE
 BL1665'HIGH SCHOOL AT MADISONVILLE, 0.4 MILE SOUTHEAST OF THE JUNCTION OF THE
 BL1665'OLD SECTION AND THE NEW SECTION OF THE HIGHWAY, 270.0 FEET SOUTHEAST
 BL1665'OF THE TOP OF A PROMINENT HILL, 55.5 FEET NORTHEAST OF THE CENTER OF
 BL1665'THE HIGHWAY, 35.5 FEET EAST OF TELEPHONE POLE NO.660, 5.0 FEET
 BL1665'SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE, 1.7 FOOT NORTHEAST OF A
 BL1665'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 BL1665'HIGHWAY AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1314 ***********************************************************************
 BL1314  DESIGNATION -  J 205 USFS
 BL1314  PID         -  BL1314
 BL1314  STATE/COUNTY-  TX/MONTGOMERY
 BL1314  USGS QUAD   -  FOSTORIA (1997)
 BL1314
 BL1314                         *CURRENT SURVEY CONTROL
 BL1314  ___________________________________________________________________
 BL1314* NAD 83(1993)-  30 19 39.80599(N)    095 09 32.03306(W)     ADJUSTED  
 BL1314* NAVD 88     -        49.57   (+/-2cm)     162.6    (feet)  VERTCON   
 BL1314  ___________________________________________________________________
 BL1314  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BL1314  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1314
 BL1314  HORZ ORDER  -  SECOND
 BL1314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1314
 BL1314.The horizontal coordinates were established by classical geodetic methods
 BL1314.and adjusted by the National Geodetic Survey in February 1996..
 BL1314
 BL1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1314.The vertical order pertains to the NGVD 29 superseded value.
 BL1314
 BL1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1314
 BL1314.The geoid height was determined by GEOID03.
 BL1314
 BL1314;                    North         East     Units Scale Factor Converg.
 BL1314;SPC TX C     - 3,084,853.369 1,197,409.278   MT  0.99995036   +2 39 54.5
 BL1314;SPC TX C     -10,120,889.76  3,928,500.27   sFT  0.99995036   +2 39 54.5
 BL1314;UTM  15      - 3,357,075.832   292,442.594   MT  1.00013150   -1 05 25.9
 BL1314
 BL1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1314!SPC TX C     -   0.99999654  x   0.99995036  =   0.99994690
 BL1314!UTM  15      -   0.99999654  x   1.00013150  =   1.00012804
 BL1314
 BL1314                          SUPERSEDED SURVEY CONTROL
 BL1314
 BL1314  NAD 83(1986)-  30 19 39.81987(N)    095 09 32.01807(W) AD(       ) 2
 BL1314  NAD 27      -  30 19 39.05576(N)    095 09 31.25030(W) AD(       ) 2
 BL1314  NGVD 29 (??/??/92)   49.579  (m)          162.66   (f) ADJ UNCH    2 0
 BL1314
 BL1314.Superseded values are not recommended for survey control.
 BL1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1314.See file dsdata.txt to determine how the superseded data were derived.
 BL1314
 BL1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9244357076(NAD 83)
 BL1314_MARKER: DD = SURVEY DISK
 BL1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1314_STAMPING: J 205 1935
 BL1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1314+STABILITY: SURFACE MOTION
 BL1314
 BL1314  HISTORY     - Date     Condition        Report By
 BL1314  HISTORY     - 1942     MONUMENTED       USDA
 BL1314  HISTORY     - 1954     GOOD             NGS
 BL1314  HISTORY     - 1958     MARK NOT FOUND   USGS
 BL1314
 BL1314                          STATION DESCRIPTION
 BL1314
 BL1314'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1942 (FBQ)
 BL1314'STATION IS AT THE E EDGE OF THE VILLAGE OF FOSTORIA, ON THE
 BL1314'LINE BETWEEN MONTGOMERY AND LIBERTY COUNTIES, 23.5 FEET S OF
 BL1314'THE CENTER LINE OF STATE HIGHWAY 105 AND 3 FEET S OF A HIGHWAY
 BL1314'SIGN.  IT IS A STANDARD U.S.D.A. BRASS DISK SET IN THE TOP
 BL1314'OF AN 8- BY 8-INCH CONCRETE POST WHICH PROJECTS ABOUT 16 INCHES.
 BL1314'IT IS STAMPED J-205 1935.
 BL1314'
 BL1314'STATION WAS LOCATED BY DISTANCE AND DIRECTION FROM STATION
 BL1314'FOSTORIA WHICH IS 4.152 METERS SE.
 BL1314
 BL1314                          STATION RECOVERY (1954)
 BL1314
 BL1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1314'0.6 MI E FROM FOSTORIA.
 BL1314'0.6 MILE EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1314'STATION AT FOSTORIA, AT THE LIBERTY AND MONTGOMERY COUNTY LINE, 94.8
 BL1314'FEET SOUTH OF THE SOUTH RAIL, 22 FEET SOUTH OF THE CENTER LINE OF A
 BL1314'DIRT ROAD, 13.6 FEET NORTHWEST OF TRIANGULATION STATION FOSTORIA, 0.7
 BL1314'FOOT SOUTH OF A STEEL RAIL WHICH IS USED AS A COUNTY LINE MARKER, SET
 BL1314'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 BL1314'GROUND.
 BL1314
 BL1314                          STATION RECOVERY (1958)
 BL1314
 BL1314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BL1314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1650 ***********************************************************************
 BL1650  DESIGNATION -  J 206
 BL1650  PID         -  BL1650
 BL1650  STATE/COUNTY-  TX/GRIMES
 BL1650  USGS QUAD   -  ROANS PRAIRIE (1962)
 BL1650
 BL1650                         *CURRENT SURVEY CONTROL
 BL1650  ___________________________________________________________________
 BL1650* NAD 83(1986)-  30 35 24.     (N)    095 56 32.     (W)     SCALED    
 BL1650* NAVD 88     -       105.77   (+/-2cm)     347.0    (feet)  VERTCON   
 BL1650  ___________________________________________________________________
 BL1650  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BL1650
 BL1650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1650
 BL1650.The horizontal coordinates were scaled from a topographic map and have
 BL1650.an estimated accuracy of +/- 6 seconds.
 BL1650
 BL1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1650.The vertical order pertains to the NGVD 29 superseded value.
 BL1650
 BL1650.The geoid height was determined by GEOID03.
 BL1650
 BL1650;                    North         East    Units  Estimated Accuracy
 BL1650;SPC TX C     - 3,110,670.    1,121,010.      MT  (+/- 180 meters Scaled)
 BL1650
 BL1650                          SUPERSEDED SURVEY CONTROL
 BL1650
 BL1650  NGVD 29 (??/??/92)  105.749  (m)          346.94   (f) ADJ UNCH    2 0
 BL1650
 BL1650.Superseded values are not recommended for survey control.
 BL1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1650.See file dsdata.txt to determine how the superseded data were derived.
 BL1650
 BL1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP178878(NAD 83)
 BL1650_MARKER: DB = BENCH MARK DISK
 BL1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1650_STAMPING: J-206 1933
 BL1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1650+STABILITY: SURFACE MOTION
 BL1650
 BL1650  HISTORY     - Date     Condition        Report By
 BL1650  HISTORY     - 1933     MONUMENTED       CGS
 BL1650  HISTORY     - 1954     MARK NOT FOUND   NGS
 BL1650  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1650  HISTORY     - 19991102 MARK NOT FOUND   USPSQD
 BL1650
 BL1650                          STATION DESCRIPTION
 BL1650
 BL1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BL1650'0.2 MI N FROM ROANS PRAIRIE.
 BL1650'0.2 MILES NORTH OF ALONG INTERNATIONAL AND GREAT NORTHERN RAILROAD.
 BL1650'160 FEET NORTH OF RAILROAD BRIDGE MARKED 18/88.  100 FEET EAST OF
 BL1650'COLORED SCHOOL HOUSE, 125 FEET WEST OF CENTER OF TRACK.
 BL1650
 BL1650                          STATION RECOVERY (1954)
 BL1650
 BL1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1650'MARK NOT FOUND.
 BL1650
 BL1650                          STATION RECOVERY (1994)
 BL1650
 BL1650'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1650'MARK NOT FOUND.
 BL1650
 BL1650                          STATION RECOVERY (1999)
 BL1650
 BL1650'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0101 ***********************************************************************
 BM0101  DESIGNATION -  J 207
 BM0101  PID         -  BM0101
 BM0101  STATE/COUNTY-  TX/WASHINGTON
 BM0101  USGS QUAD   -  CHAPPELL HILL (1989)
 BM0101
 BM0101                         *CURRENT SURVEY CONTROL
 BM0101  ___________________________________________________________________
 BM0101* NAD 83(1986)-  30 08 03.     (N)    096 17 39.     (W)     SCALED    
 BM0101* NAVD 88     -        98.47   (+/-2cm)     323.1    (feet)  VERTCON   
 BM0101  ___________________________________________________________________
 BM0101  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BM0101
 BM0101  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0101
 BM0101.The horizontal coordinates were scaled from a topographic map and have
 BM0101.an estimated accuracy of +/- 6 seconds.
 BM0101
 BM0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0101.The vertical order pertains to the NGVD 29 superseded value.
 BM0101
 BM0101.The geoid height was determined by GEOID03.
 BM0101
 BM0101;                    North         East    Units  Estimated Accuracy
 BM0101;SPC TX C     - 3,058,890.    1,089,110.      MT  (+/- 180 meters Scaled)
 BM0101
 BM0101                          SUPERSEDED SURVEY CONTROL
 BM0101
 BM0101  NGVD 29 (??/??/92)   98.439  (m)          322.96   (f) ADJ UNCH    2 0
 BM0101
 BM0101.Superseded values are not recommended for survey control.
 BM0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0101.See file dsdata.txt to determine how the superseded data were derived.
 BM0101
 BM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU606367(NAD 83)
 BM0101_MARKER: DB = BENCH MARK DISK
 BM0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0101_SP_SET: MONUMENT
 BM0101_STAMPING: J-207 1934
 BM0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0101
 BM0101  HISTORY     - Date     Condition        Report By
 BM0101  HISTORY     - 1934     MONUMENTED       CGS
 BM0101  HISTORY     - 1954     GOOD             NGS
 BM0101  HISTORY     - 19910623 MARK NOT FOUND   USPSQD
 BM0101  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0101  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0101
 BM0101                          STATION DESCRIPTION
 BM0101
 BM0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0101'2.4 MI W FROM CHAPEL HILL.
 BM0101'2.4 MILES WEST OF, ALONG TEXAS AND NEW ORLEANS RAILROAD 200 YARDS EAST
 BM0101'OF MILE POST 14, 3 FEET WEST OF CROSS FENCE, 32 FEET NORTH OF CENTER
 BM0101'OF TRACK AND 2 FEET NORTH OF RIGHT OF WAY FENCE.
 BM0101
 BM0101                          STATION RECOVERY (1954)
 BM0101
 BM0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BM0101'RECOVERED IN GOOD CONDITION.
 BM0101
 BM0101                          STATION RECOVERY (1991)
 BM0101
 BM0101'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0101'MARK NOT FOUND.
 BM0101
 BM0101                          STATION RECOVERY (1994)
 BM0101
 BM0101'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0101'MARK NOT FOUND.
 BM0101
 BM0101                          STATION RECOVERY (1994)
 BM0101
 BM0101'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0323 ***********************************************************************
 BM0323  DESIGNATION -  J 208
 BM0323  PID         -  BM0323
 BM0323  STATE/COUNTY-  TX/BURLESON
 BM0323  USGS QUAD   -  CHRIESMAN (1988)
 BM0323
 BM0323                         *CURRENT SURVEY CONTROL
 BM0323  ___________________________________________________________________
 BM0323* NAD 83(1986)-  30 34 27.     (N)    096 45 28.     (W)     SCALED    
 BM0323* NAVD 88     -       114.91   (+/-2cm)     377.0    (feet)  VERTCON   
 BM0323  ___________________________________________________________________
 BM0323  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BM0323
 BM0323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0323
 BM0323.The horizontal coordinates were scaled from a topographic map and have
 BM0323.an estimated accuracy of +/- 6 seconds.
 BM0323
 BM0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0323.The vertical order pertains to the NGVD 29 superseded value.
 BM0323
 BM0323.The geoid height was determined by GEOID03.
 BM0323
 BM0323;                    North         East    Units  Estimated Accuracy
 BM0323;SPC TX C     - 3,106,110.    1,042,900.      MT  (+/- 180 meters Scaled)
 BM0323
 BM0323                          SUPERSEDED SURVEY CONTROL
 BM0323
 BM0323  NGVD 29 (??/??/92)  114.854  (m)          376.82   (f) ADJ UNCH    2 0
 BM0323
 BM0323.Superseded values are not recommended for survey control.
 BM0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0323.See file dsdata.txt to determine how the superseded data were derived.
 BM0323
 BM0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU150845(NAD 83)
 BM0323_MARKER: DB = BENCH MARK DISK
 BM0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0323_SP_SET: ABUTMENT
 BM0323_STAMPING: J-208 1934
 BM0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0323
 BM0323  HISTORY     - Date     Condition        Report By
 BM0323  HISTORY     - 1934     MONUMENTED       CGS
 BM0323  HISTORY     - 1961     POOR             USGS
 BM0323
 BM0323                          STATION DESCRIPTION
 BM0323
 BM0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0323'1.9 MI SE FROM CHRIESMAN.
 BM0323'1.9 MILES SOUTHEAST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD 360
 BM0323'YARDS SOUTHWEST OF MILEPOST 163, AT STEEL GIRDER BRIDGE NO. 162B, SET
 BM0323'HORIZONTAL ON THE WEST END OF THE NORTHWEST CONCRETE ABUTMENT.
 BM0323
 BM0323                          STATION RECOVERY (1961)
 BM0323
 BM0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BM0323'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0352 ***********************************************************************
 BM0352  DESIGNATION -  J 209
 BM0352  PID         -  BM0352
 BM0352  STATE/COUNTY-  TX/WILLIAMSON
 BM0352  USGS QUAD   -  TAYLOR (1989)
 BM0352
 BM0352                         *CURRENT SURVEY CONTROL
 BM0352  ___________________________________________________________________
 BM0352* NAD 83(1986)-  30 36 55.     (N)    097 25 01.     (W)     SCALED    
 BM0352* NAVD 88     -       184.91   (+/-2cm)     606.7    (feet)  VERTCON   
 BM0352  ___________________________________________________________________
 BM0352  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BM0352
 BM0352  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0352
 BM0352.The horizontal coordinates were scaled from a topographic map and have
 BM0352.an estimated accuracy of +/- 6 seconds.
 BM0352
 BM0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0352.The vertical order pertains to the NGVD 29 superseded value.
 BM0352
 BM0352.The geoid height was determined by GEOID03.
 BM0352
 BM0352;                    North         East    Units  Estimated Accuracy
 BM0352;SPC TX C     - 3,108,820.      979,580.      MT  (+/- 180 meters Scaled)
 BM0352
 BM0352                          SUPERSEDED SURVEY CONTROL
 BM0352
 BM0352  NGVD 29 (??/??/92)  184.831  (m)          606.40   (f) ADJ UNCH    1 2
 BM0352
 BM0352.Superseded values are not recommended for survey control.
 BM0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0352.See file dsdata.txt to determine how the superseded data were derived.
 BM0352
 BM0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU517880(NAD 83)
 BM0352_MARKER: DB = BENCH MARK DISK
 BM0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0352_STAMPING: J-209 1933
 BM0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0352+STABILITY: SURFACE MOTION
 BM0352
 BM0352  HISTORY     - Date     Condition        Report By
 BM0352  HISTORY     - 1933     MONUMENTED       CGS
 BM0352  HISTORY     - 1935     GOOD             NGS
 BM0352  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0352
 BM0352                          STATION DESCRIPTION
 BM0352
 BM0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0352'3.4 MI NW FROM TAYLOR.
 BM0352'3.4 MILES NORTHWEST OF, ALONG M. K. T. RAILROAD, ABOUT 0.5 MILES
 BM0352'SOUTHEAST OF MILE POST 915, 30 FEET SOUTHEAST OF ROAD CROSSING, 35
 BM0352'FEET NORTHEAST OF CENTER OF TRACK, 16 FEET SOUTHWEST OF RIGHT OF WAY
 BM0352'FENCE.
 BM0352
 BM0352                          STATION RECOVERY (1935)
 BM0352
 BM0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0352'RECOVERED IN GOOD CONDITION.
 BM0352
 BM0352                          STATION RECOVERY (1999)
 BM0352
 BM0352'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0398 ***********************************************************************
 BZ0398  DESIGNATION -  J 21 USGS
 BZ0398  PID         -  BZ0398
 BZ0398  STATE/COUNTY-  TX/ROBERTSON
 BZ0398  USGS QUAD   -  FRANKLIN (1982)
 BZ0398
 BZ0398                         *CURRENT SURVEY CONTROL
 BZ0398  ___________________________________________________________________
 BZ0398* NAD 83(1986)-  31 05 09.     (N)    096 24 04.     (W)     SCALED    
 BZ0398* NAVD 88     -       125.53   (+/-2cm)     411.8    (feet)  VERTCON   
 BZ0398  ___________________________________________________________________
 BZ0398  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BZ0398
 BZ0398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0398
 BZ0398.The horizontal coordinates were scaled from a topographic map and have
 BZ0398.an estimated accuracy of +/- 6 seconds.
 BZ0398
 BZ0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0398.The vertical order pertains to the NGVD 29 superseded value.
 BZ0398
 BZ0398.The geoid height was determined by GEOID03.
 BZ0398
 BZ0398;                    North         East    Units  Estimated Accuracy
 BZ0398;SPC TX C     - 3,163,950.    1,075,090.      MT  (+/- 180 meters Scaled)
 BZ0398
 BZ0398                          SUPERSEDED SURVEY CONTROL
 BZ0398
 BZ0398  NGVD 29 (??/??/92)  125.501  (m)          411.75   (f) ADJ UNCH    2 0
 BZ0398
 BZ0398.Superseded values are not recommended for survey control.
 BZ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0398.See file dsdata.txt to determine how the superseded data were derived.
 BZ0398
 BZ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV479420(NAD 83)
 BZ0398_MARKER: DD = SURVEY DISK
 BZ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0398_STAMPING: 411.735 J 21 1924
 BZ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0398+STABILITY: SURFACE MOTION
 BZ0398
 BZ0398  HISTORY     - Date     Condition        Report By
 BZ0398  HISTORY     - 1924     MONUMENTED       USGS
 BZ0398  HISTORY     - 1933     GOOD             NGS
 BZ0398  HISTORY     - 19940820 GOOD             USPSQD
 BZ0398
 BZ0398                          STATION DESCRIPTION
 BZ0398
 BZ0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0398'2.6 MI SW FROM EASTERLY.
 BZ0398'2.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0398'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM EASTERLY, ROBERTSON
 BZ0398'COUNTY, AT MILEPOST 71, AND 100 FEET SOUTHEAST OF THE CENTERLINE OF
 BZ0398'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 BZ0398'411.735 J 21 1924 AND SET IN THE TOP OF A CONCRETE POST.
 BZ0398
 BZ0398                          STATION RECOVERY (1994)
 BZ0398
 BZ0398'RECOVERY NOTE BY US POWER SQUADRON 1994
 BZ0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0678 ***********************************************************************
 AX0678  DESIGNATION -  J 210
 AX0678  PID         -  AX0678
 AX0678  STATE/COUNTY-  TX/LAVACA
 AX0678  USGS QUAD   -  SHERIDAN (1981)
 AX0678
 AX0678                         *CURRENT SURVEY CONTROL
 AX0678  ___________________________________________________________________
 AX0678* NAD 83(1986)-  29 29 19.     (N)    096 44 27.     (W)     SCALED    
 AX0678* NAVD 88     -        87.94   (+/-2cm)     288.5    (feet)  VERTCON   
 AX0678  ___________________________________________________________________
 AX0678  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0678
 AX0678  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0678
 AX0678.The horizontal coordinates were scaled from a topographic map and have
 AX0678.an estimated accuracy of +/- 6 seconds.
 AX0678
 AX0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0678.The vertical order pertains to the NGVD 29 superseded value.
 AX0678
 AX0678.The geoid height was determined by GEOID03.
 AX0678
 AX0678;                    North         East    Units  Estimated Accuracy
 AX0678;SPC TXSC     - 4,185,560.      819,050.      MT  (+/- 180 meters Scaled)
 AX0678
 AX0678                          SUPERSEDED SURVEY CONTROL
 AX0678
 AX0678  NGVD 29 (??/??/92)   87.927  (m)          288.47   (f) ADJ UNCH    2 0
 AX0678
 AX0678.Superseded values are not recommended for survey control.
 AX0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0678.See file dsdata.txt to determine how the superseded data were derived.
 AX0678
 AX0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT190642(NAD 83)
 AX0678_MARKER: DB = BENCH MARK DISK
 AX0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0678_STAMPING: 288.513 J 210 1934
 AX0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0678+STABILITY: SURFACE MOTION
 AX0678
 AX0678  HISTORY     - Date     Condition        Report By
 AX0678  HISTORY     - 1934     MONUMENTED       CGS
 AX0678  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0678
 AX0678                          STATION DESCRIPTION
 AX0678
 AX0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0678'8.75 MI NE FROM SUBLIME.
 AX0678'SUBLIME, LAVACA COUNTY, 3.6 MI. E OF ALONG ABANDONED RAILROAD.  GO SE
 AX0678'0.5 MI. FROM THE POST OFFICE AT SUBLIME TO JCT. WITH U.S. HWY. 90A,
 AX0678'THENCE 4.3 MI. E ALONG US. HWY. 9 A TO FARM ROAD, THENCE 0.35 MI. N
 AX0678'ALONG FARM ROAD TO A GATE AND ROAD LEADING W ON N SIDE OF R R
 AX0678'RIGHT-OF-WAY, THENCE 0.6 MI. W TO A SMALL BURN.  ABOUT 700 FT. SW OF
 AX0678'BARN, 45 FT. S OF CENTERLINE OF R. R. GRADE, 12 FT. N OF S R.O.W.
 AX0678'FENCE.  A STANDARD DISK, SET IN A CONCRETE POST, AND STAMPED 288.513 J
 AX0678'210 1934.
 AX0678
 AX0678                          STATION RECOVERY (1997)
 AX0678
 AX0678'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0646 ***********************************************************************
 CA0646  DESIGNATION -  J 212
 CA0646  PID         -  CA0646
 CA0646  STATE/COUNTY-  TX/RUNNELS
 CA0646  USGS QUAD   -  HATCHEL (1987)
 CA0646
 CA0646                         *CURRENT SURVEY CONTROL
 CA0646  ___________________________________________________________________
 CA0646* NAD 83(1986)-  31 49 11.     (N)    099 56 15.     (W)     SCALED    
 CA0646* NAVD 88     -       514.125  (meters)    1686.76   (feet)  ADJUSTED  
 CA0646  ___________________________________________________________________
 CA0646  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 CA0646  DYNAMIC HT  -         513.449 (meters)    1684.54  (feet)  COMP
 CA0646  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 CA0646
 CA0646  VERT ORDER  -  SECOND    CLASS 0
 CA0646
 CA0646.The horizontal coordinates were scaled from a topographic map and have
 CA0646.an estimated accuracy of +/- 6 seconds.
 CA0646
 CA0646.The orthometric height was determined by differential leveling
 CA0646.and adjusted by the National Geodetic Survey in June 1991..
 CA0646
 CA0646.The geoid height was determined by GEOID03.
 CA0646
 CA0646.The dynamic height is computed by dividing the NAVD 88
 CA0646.geopotential number by the normal gravity value computed on the
 CA0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0646.degrees latitude (g = 980.6199 gals.).
 CA0646
 CA0646.The modeled gravity was interpolated from observed gravity values.
 CA0646
 CA0646;                    North         East    Units  Estimated Accuracy
 CA0646;SPC TX C     - 3,238,750.      737,480.      MT  (+/- 180 meters Scaled)
 CA0646
 CA0646                          SUPERSEDED SURVEY CONTROL
 CA0646
 CA0646  NGVD 29 (??/??/92)  514.013  (m)         1686.39   (f) ADJ UNCH    2 0
 CA0646
 CA0646.Superseded values are not recommended for survey control.
 CA0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0646.See file dsdata.txt to determine how the superseded data were derived.
 CA0646
 CA0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA112208(NAD 83)
 CA0646_MARKER: DB = BENCH MARK DISK
 CA0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0646_STAMPING: J 212 1934
 CA0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0646+STABILITY: SURFACE MOTION
 CA0646
 CA0646  HISTORY     - Date     Condition        Report By
 CA0646  HISTORY     - 1934     MONUMENTED       CGS
 CA0646  HISTORY     - 1967     GOOD             USGS
 CA0646
 CA0646                          STATION DESCRIPTION
 CA0646
 CA0646'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CA0646'2.0 MI S FROM HATCHEL.
 CA0646'2.0 MILES SOUTH ALONG THE ABILE AND SOUTHERN (T AND P) RAILWAY FROM
 CA0646'HATCHEL, 43 FEET SOUTHEAST OF MILEPOST 48, 42 FEET SOUTHWEST OF THE
 CA0646'CENTERLINE OF THE TRACK, AND NINE FEET NORTHEAST OF THE RIGHT-OF-WAY
 CA0646'FENCE, AND 1 FOOT BELOW GROUND.  A STANDARD DISK, STAMPED J 212 1934
 CA0646'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0070 ***********************************************************************
 AX0070  DESIGNATION -  J 212
 AX0070  PID         -  AX0070
 AX0070  STATE/COUNTY-  TX/WHARTON
 AX0070  USGS QUAD   -  LISSIE (1981)
 AX0070
 AX0070                         *CURRENT SURVEY CONTROL
 AX0070  ___________________________________________________________________
 AX0070* NAD 83(1986)-  29 37 04.     (N)    096 09 52.     (W)     SCALED    
 AX0070* NAVD 88     -        44.01   (+/-2cm)     144.4    (feet)  VERTCON   
 AX0070  ___________________________________________________________________
 AX0070  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0070
 AX0070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0070
 AX0070.The horizontal coordinates were scaled from a topographic map and have
 AX0070.an estimated accuracy of +/- 6 seconds.
 AX0070
 AX0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0070.The vertical order pertains to the NGVD 29 superseded value.
 AX0070
 AX0070.The geoid height was determined by GEOID03.
 AX0070
 AX0070;                    North         East    Units  Estimated Accuracy
 AX0070;SPC TXSC     - 4,201,090.      874,570.      MT  (+/- 180 meters Scaled)
 AX0070
 AX0070                          SUPERSEDED SURVEY CONTROL
 AX0070
 AX0070  NGVD 29 (??/??/92)   43.998  (m)          144.35   (f) ADJ UNCH    2 0
 AX0070
 AX0070.Superseded values are not recommended for survey control.
 AX0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0070.See file dsdata.txt to determine how the superseded data were derived.
 AX0070
 AX0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT745797(NAD 83)
 AX0070_MARKER: DB = BENCH MARK DISK
 AX0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0070_STAMPING: 144.321 J 212 1934
 AX0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0070+STABILITY: SURFACE MOTION
 AX0070
 AX0070  HISTORY     - Date     Condition        Report By
 AX0070  HISTORY     - 1934     MONUMENTED       CGS
 AX0070  HISTORY     - 1960     MARK NOT FOUND   USGS
 AX0070  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0070
 AX0070                          STATION DESCRIPTION
 AX0070
 AX0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0070'6.0 MI W FROM WALLIS.
 AX0070'IN WHARTON COUNTY, ABOUT 6.0 MILES WEST ALONG THE TEXAS AND NEW
 AX0070'ORLEANS RAILROAD FROM THE STATION AT WALLIS, AUSTIN COUNTY, AT THE
 AX0070'SIDING AT ARROZ, ABOUT 100 FEET EAST OF MILEPOST 51, ABOUT 100 FEET
 AX0070'NORTH OF THE CENTER LINE OF THE TRACK, AND 6 FEET FROM THE NORTHEAST
 AX0070'CORNER OF A WAGON SCALE.  A STANDARD DISK, STAMPED 144.321 J 212 1934
 AX0070'AND SET IN THE TOP OF A CONCRETE POST.
 AX0070
 AX0070                          STATION RECOVERY (1960)
 AX0070
 AX0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AX0070'MARK NOT FOUND.
 AX0070
 AX0070                          STATION RECOVERY (1991)
 AX0070
 AX0070'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0130 ***********************************************************************
 CC0130  DESIGNATION -  J 213
 CC0130  PID         -  CC0130
 CC0130  STATE/COUNTY-  TX/UPTON
 CC0130  USGS QUAD   -  MC CAMEY SOUTH (1972)
 CC0130
 CC0130                         *CURRENT SURVEY CONTROL
 CC0130  ___________________________________________________________________
 CC0130* NAD 83(1986)-  31 06 32.     (N)    102 12 30.     (W)     SCALED    
 CC0130* NAVD 88     -       723.317  (meters)    2373.08   (feet)  ADJUSTED  
 CC0130  ___________________________________________________________________
 CC0130  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CC0130  DYNAMIC HT  -         722.278 (meters)    2369.67  (feet)  COMP
 CC0130  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 CC0130
 CC0130  VERT ORDER  -  SECOND    CLASS 0
 CC0130
 CC0130.The horizontal coordinates were scaled from a topographic map and have
 CC0130.an estimated accuracy of +/- 6 seconds.
 CC0130
 CC0130.The orthometric height was determined by differential leveling
 CC0130.and adjusted by the National Geodetic Survey in June 1991..
 CC0130
 CC0130.The geoid height was determined by GEOID03.
 CC0130
 CC0130.The dynamic height is computed by dividing the NAVD 88
 CC0130.geopotential number by the normal gravity value computed on the
 CC0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0130.degrees latitude (g = 980.6199 gals.).
 CC0130
 CC0130.The modeled gravity was interpolated from observed gravity values.
 CC0130
 CC0130;                    North         East    Units  Estimated Accuracy
 CC0130;SPC TX C     - 3,161,390.      521,160.      MT  (+/- 180 meters Scaled)
 CC0130
 CC0130                          SUPERSEDED SURVEY CONTROL
 CC0130
 CC0130  NGVD 29 (??/??/92)  723.059  (m)         2372.24   (f) ADJ UNCH    2 0
 CC0130
 CC0130.Superseded values are not recommended for survey control.
 CC0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0130.See file dsdata.txt to determine how the superseded data were derived.
 CC0130
 CC0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ662450(NAD 83)
 CC0130_MARKER: DB = BENCH MARK DISK
 CC0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0130_STAMPING: J-213 1934
 CC0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0130+STABILITY: SURFACE MOTION
 CC0130
 CC0130  HISTORY     - Date     Condition        Report By
 CC0130  HISTORY     - 1934     MONUMENTED       CGS
 CC0130  HISTORY     - 1973     MARK NOT FOUND   USGS
 CC0130
 CC0130                          STATION DESCRIPTION
 CC0130
 CC0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CC0130'1.7 MI SE FROM MCCAMEY.
 CC0130'1.7 MILES SE OF AND ALONG THE MCCAMEY-IRAAN HWY.  AT A T-ROAD SW. 165
 CC0130'FT. SW OF CENTER OF HIGHWAY.  35 FT. SE OF T-ROAD.
 CC0130
 CC0130                          STATION RECOVERY (1973)
 CC0130
 CC0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CC0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1428 ***********************************************************************
 AY1428  DESIGNATION -  J 214
 AY1428  PID         -  AY1428
 AY1428  STATE/COUNTY-  TX/REAL
 AY1428  USGS QUAD   -  RIO FRIO (1969)
 AY1428
 AY1428                         *CURRENT SURVEY CONTROL
 AY1428  ___________________________________________________________________
 AY1428* NAD 83(1986)-  29 40 14.     (N)    099 44 32.     (W)     SCALED    
 AY1428* NAVD 88     -       461.488  (meters)    1514.07   (feet)  ADJUSTED  
 AY1428  ___________________________________________________________________
 AY1428  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AY1428  DYNAMIC HT  -         460.802 (meters)    1511.81  (feet)  COMP
 AY1428  MODELED GRAV-     979,143.5   (mgal)                       NAVD 88
 AY1428
 AY1428  VERT ORDER  -  SECOND    CLASS 0
 AY1428
 AY1428.The horizontal coordinates were scaled from a topographic map and have
 AY1428.an estimated accuracy of +/- 6 seconds.
 AY1428
 AY1428.The orthometric height was determined by differential leveling
 AY1428.and adjusted by the National Geodetic Survey in June 1991..
 AY1428
 AY1428.The geoid height was determined by GEOID03.
 AY1428
 AY1428.The dynamic height is computed by dividing the NAVD 88
 AY1428.geopotential number by the normal gravity value computed on the
 AY1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1428.degrees latitude (g = 980.6199 gals.).
 AY1428
 AY1428.The modeled gravity was interpolated from observed gravity values.
 AY1428
 AY1428;                    North         East    Units  Estimated Accuracy
 AY1428;SPC TXSC     - 4,203,840.      528,160.      MT  (+/- 180 meters Scaled)
 AY1428
 AY1428                          SUPERSEDED SURVEY CONTROL
 AY1428
 AY1428  NGVD 29 (??/??/92)  461.404  (m)         1513.79   (f) ADJ UNCH    2 0
 AY1428
 AY1428.Superseded values are not recommended for survey control.
 AY1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1428.See file dsdata.txt to determine how the superseded data were derived.
 AY1428
 AY1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT281825(NAD 83)
 AY1428_MARKER: DB = BENCH MARK DISK
 AY1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1428_STAMPING: J 214 1934
 AY1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1428+STABILITY: SURFACE MOTION
 AY1428
 AY1428  HISTORY     - Date     Condition        Report By
 AY1428  HISTORY     - 1934     MONUMENTED       CGS
 AY1428  HISTORY     - 1969     GOOD             USGS
 AY1428  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1428  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1428  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1428
 AY1428                          STATION DESCRIPTION
 AY1428
 AY1428'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AY1428'2.4 MI N FROM RIO FRIO.
 AY1428'2.4 MILES NORTH ALONG RANCH ROAD 1120 FROM THE POST OFFICE AT RIO
 AY1428'FRIO, REAL COUNTY, 4.4 MILES SOUTH OF THE COURTHOUSE AT LEAKEY, 210
 AY1428'FEET SOUTHWEST OF A FARMHOUSE, 187 FEET SOUTH OF THE CENTER LINE OF A
 AY1428'PRIVATE DRIVEWAY TO THE FARMHOUSE, 23 FEET EAST OF THE CENTER LINE OF
 AY1428'THE RANCH ROAD, 16.4 FEET WEST OF A FENCE (R. O. W.) WITHIN THE
 AY1428'HIGHWAY RIGHT OF WAY.  A STANDARD DISK, STAMPED J 214 1934 AND SET IN
 AY1428'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND.
 AY1428
 AY1428                          STATION RECOVERY (2001)
 AY1428
 AY1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1428'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1428
 AY1428                          STATION RECOVERY (2001)
 AY1428
 AY1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1428'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1428
 AY1428                          STATION RECOVERY (2001)
 AY1428
 AY1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1428'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0298 ***********************************************************************
 AJ0298  DESIGNATION -  J 215
 AJ0298  PID         -  AJ0298
 AJ0298  STATE/COUNTY-  TX/DUVAL
 AJ0298  USGS QUAD   -  RAMIREZ (1969)
 AJ0298
 AJ0298                         *CURRENT SURVEY CONTROL
 AJ0298  ___________________________________________________________________
 AJ0298* NAD 83(1986)-  27 17 46.     (N)    098 26 21.     (W)     SCALED    
 AJ0298* NAVD 88     -       106.625  (meters)     349.82   (feet)  ADJUSTED  
 AJ0298  ___________________________________________________________________
 AJ0298  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AJ0298  DYNAMIC HT  -         106.456 (meters)     349.26  (feet)  COMP
 AJ0298  MODELED GRAV-     979,059.4   (mgal)                       NAVD 88
 AJ0298
 AJ0298  VERT ORDER  -  SECOND    CLASS 0
 AJ0298
 AJ0298.The horizontal coordinates were scaled from a topographic map and have
 AJ0298.an estimated accuracy of +/- 6 seconds.
 AJ0298
 AJ0298.The orthometric height was determined by differential leveling
 AJ0298.and adjusted by the National Geodetic Survey in June 1991..
 AJ0298
 AJ0298.The geoid height was determined by GEOID03.
 AJ0298
 AJ0298.The dynamic height is computed by dividing the NAVD 88
 AJ0298.geopotential number by the normal gravity value computed on the
 AJ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0298.degrees latitude (g = 980.6199 gals.).
 AJ0298
 AJ0298.The modeled gravity was interpolated from observed gravity values.
 AJ0298
 AJ0298;                    North         East    Units  Estimated Accuracy
 AJ0298;SPC TX S     - 5,180,530.      306,020.      MT  (+/- 180 meters Scaled)
 AJ0298
 AJ0298                          SUPERSEDED SURVEY CONTROL
 AJ0298
 AJ0298  NGVD 29 (??/??/92)  106.712  (m)          350.10   (f) ADJ UNCH    2 0
 AJ0298
 AJ0298.Superseded values are not recommended for survey control.
 AJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0298.See file dsdata.txt to determine how the superseded data were derived.
 AJ0298
 AJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR554193(NAD 83)
 AJ0298_MARKER: DB = BENCH MARK DISK
 AJ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0298_STAMPING: J-215 1934
 AJ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0298+STABILITY: SURFACE MOTION
 AJ0298
 AJ0298  HISTORY     - Date     Condition        Report By
 AJ0298  HISTORY     - 1934     MONUMENTED       CGS
 AJ0298  HISTORY     - 1969     GOOD             USGS
 AJ0298
 AJ0298                          STATION DESCRIPTION
 AJ0298
 AJ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AJ0298'22.0 MI NW FROM FALFURRIAS.
 AJ0298'ABOUT 22.0 NW OF, AND ALONG THE FALFURRIAS-HEBBRONVILLE ROAD.  15.2
 AJ0298'MILES TO HEBBRONVILLE.  0.5 SE OF SEJITA (DUVAL COUNTY) ON E
 AJ0298'FOUNDATION OF BELL TOWER IN CHURCH YARD (CATHOLIC).
 AJ0298
 AJ0298                          STATION RECOVERY (1969)
 AJ0298
 AJ0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AJ0298'FROM FALFURRIAS, BROOKS COUNTY, TEXAS, WEST ALONG STATE HIGHWAY 285
 AJ0298'FROM ITS INTERSECTION WITH U.S. HIGHWAY 281, A DISTANCE OF 16.0 MILES
 AJ0298'TO STATE HIGHWAY 339. THENCE NORTH ON S.H. 339 A DISTANCE OF 2.2
 AJ0298'MILES TO A HARD-SURFACED SIDE ROAD LEADING WEST. THENCE WEST ON THE
 AJ0298'SIDE ROAD A DISTANCE OF 3.5 MILES, TO A SIDE ROAD LEADING NORTH. 57
 AJ0298'FT SOUTH OF THE MAIN ROAD, 102 FT. EAST OF THE CENTER LINE OF THE
 AJ0298'ROAD LEADING NORTH. 8 FT SOUTH OF A FENCE AND 55 FT EAST OF A FENCE
 AJ0298'CORNER. STANDARD DISK SET IN THE TOP PROJECTING APPROXIMATELY 2 FT
 AJ0298'FROM THE GROUND, AND STAMPED J 215 - 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0477 ***********************************************************************
 AO0477  DESIGNATION -  J 216
 AO0477  PID         -  AO0477
 AO0477  STATE/COUNTY-  TX/DIMMIT
 AO0477  USGS QUAD   -  BRUNDAGE (1972)
 AO0477
 AO0477                         *CURRENT SURVEY CONTROL
 AO0477  ___________________________________________________________________
 AO0477* NAD 83(1986)-  28 35 58.     (N)    099 41 51.     (W)     SCALED    
 AO0477* NAVD 88     -       167.706  (meters)     550.22   (feet)  ADJUSTED  
 AO0477  ___________________________________________________________________
 AO0477  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AO0477  DYNAMIC HT  -         167.457 (meters)     549.40  (feet)  COMP
 AO0477  MODELED GRAV-     979,155.0   (mgal)                       NAVD 88
 AO0477
 AO0477  VERT ORDER  -  SECOND    CLASS 0
 AO0477
 AO0477.The horizontal coordinates were scaled from a topographic map and have
 AO0477.an estimated accuracy of +/- 6 seconds.
 AO0477
 AO0477.The orthometric height was determined by differential leveling
 AO0477.and adjusted by the National Geodetic Survey in June 1991..
 AO0477
 AO0477.The geoid height was determined by GEOID03.
 AO0477
 AO0477.The dynamic height is computed by dividing the NAVD 88
 AO0477.geopotential number by the normal gravity value computed on the
 AO0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0477.degrees latitude (g = 980.6199 gals.).
 AO0477
 AO0477.The modeled gravity was interpolated from observed gravity values.
 AO0477
 AO0477;                    North         East    Units  Estimated Accuracy
 AO0477;SPC TXSC     - 4,085,110.      531,780.      MT  (+/- 180 meters Scaled)
 AO0477
 AO0477                          SUPERSEDED SURVEY CONTROL
 AO0477
 AO0477  NGVD 29 (??/??/92)  167.614  (m)          549.91   (f) ADJ UNCH    2 0
 AO0477
 AO0477.Superseded values are not recommended for survey control.
 AO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0477.See file dsdata.txt to determine how the superseded data were derived.
 AO0477
 AO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS318638(NAD 83)
 AO0477_MARKER: DB = BENCH MARK DISK
 AO0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0477_STAMPING: J-216 1934
 AO0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0477+STABILITY: SURFACE MOTION
 AO0477
 AO0477  HISTORY     - Date     Condition        Report By
 AO0477  HISTORY     - 1934     MONUMENTED       CGS
 AO0477  HISTORY     - 1940     GOOD             NGS
 AO0477
 AO0477                          STATION DESCRIPTION
 AO0477
 AO0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0477'2.3 MI NW FROM BRUNDAGE.
 AO0477'2.3 MILES NW OF, AND ALONG THE S. A. U. AND G. R. R. DIRECTLY ACROSS
 AO0477'TRACK FROM MILE POST A-136.  28 FT. SW OF CENTER-LINE OF TRACK IN LINE
 AO0477'OF POLES.
 AO0477
 AO0477                          STATION RECOVERY (1940)
 AO0477
 AO0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AO0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1375 ***********************************************************************
 AY1375  DESIGNATION -  J 217
 AY1375  PID         -  AY1375
 AY1375  STATE/COUNTY-  TX/UVALDE
 AY1375  USGS QUAD   -  PULLIAM RANCH (1960)
 AY1375
 AY1375                         *CURRENT SURVEY CONTROL
 AY1375  ___________________________________________________________________
 AY1375* NAD 83(1986)-  29 06 49.     (N)    099 49 57.     (W)     SCALED    
 AY1375* NAVD 88     -       272.055  (meters)     892.57   (feet)  ADJUSTED  
 AY1375  ___________________________________________________________________
 AY1375  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AY1375  DYNAMIC HT  -         271.660 (meters)     891.27  (feet)  COMP
 AY1375  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 AY1375
 AY1375  VERT ORDER  -  SECOND    CLASS 0
 AY1375
 AY1375.The horizontal coordinates were scaled from a topographic map and have
 AY1375.an estimated accuracy of +/- 6 seconds.
 AY1375
 AY1375.The orthometric height was determined by differential leveling
 AY1375.and adjusted by the National Geodetic Survey in June 1991..
 AY1375
 AY1375.The geoid height was determined by GEOID03.
 AY1375
 AY1375.The dynamic height is computed by dividing the NAVD 88
 AY1375.geopotential number by the normal gravity value computed on the
 AY1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1375.degrees latitude (g = 980.6199 gals.).
 AY1375
 AY1375.The modeled gravity was interpolated from observed gravity values.
 AY1375
 AY1375;                    North         East    Units  Estimated Accuracy
 AY1375;SPC TXSC     - 4,142,180.      518,980.      MT  (+/- 180 meters Scaled)
 AY1375
 AY1375                          SUPERSEDED SURVEY CONTROL
 AY1375
 AY1375  NGVD 29 (??/??/92)  271.918  (m)          892.12   (f) ADJ UNCH    2 0
 AY1375
 AY1375.Superseded values are not recommended for survey control.
 AY1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1375.See file dsdata.txt to determine how the superseded data were derived.
 AY1375
 AY1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT190208(NAD 83)
 AY1375_MARKER: DB = BENCH MARK DISK
 AY1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1375_STAMPING: J-217 1934
 AY1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1375+STABILITY: SURFACE MOTION
 AY1375
 AY1375  HISTORY     - Date     Condition        Report By
 AY1375  HISTORY     - 1934     MONUMENTED       CGS
 AY1375  HISTORY     - 1940     GOOD             NGS
 AY1375  HISTORY     - 20021110 MARK NOT FOUND   USPSQD
 AY1375
 AY1375                          STATION DESCRIPTION
 AY1375
 AY1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AY1375'7.9 MI SW FROM UVALDE.
 AY1375'7.9 MILES SW OF, AND ALONG THE S. A. U. AND G. R. R. 1070 FT. N OF
 AY1375'MILE POST B-177.  35 FT. E OF CENTER-LINE OF TRACK.  AND 8 FT. E OF
 AY1375'LINE OF POLES.
 AY1375
 AY1375                          STATION RECOVERY (1940)
 AY1375
 AY1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 AY1375'RECOVERED IN GOOD CONDITION.
 AY1375
 AY1375                          STATION RECOVERY (2002)
 AY1375
 AY1375'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY1375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0062 ***********************************************************************
 BO0062  DESIGNATION -  J 218
 BO0062  PID         -  BO0062
 BO0062  STATE/COUNTY-  TX/EDWARDS
 BO0062  USGS QUAD   -  TURNEY DRAW NW (1973)
 BO0062
 BO0062                         *CURRENT SURVEY CONTROL
 BO0062  ___________________________________________________________________
 BO0062* NAD 83(1986)-  30 12 48.     (N)    100 39 49.     (W)     SCALED    
 BO0062* NAVD 88     -       635.502  (meters)    2084.98   (feet)  ADJUSTED  
 BO0062  ___________________________________________________________________
 BO0062  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BO0062  DYNAMIC HT  -         634.567 (meters)    2081.91  (feet)  COMP
 BO0062  MODELED GRAV-     979,150.2   (mgal)                       NAVD 88
 BO0062
 BO0062  VERT ORDER  -  SECOND    CLASS 0
 BO0062
 BO0062.The horizontal coordinates were scaled from a topographic map and have
 BO0062.an estimated accuracy of +/- 6 seconds.
 BO0062
 BO0062.The orthometric height was determined by differential leveling
 BO0062.and adjusted by the National Geodetic Survey in June 1991..
 BO0062
 BO0062.The geoid height was determined by GEOID03.
 BO0062
 BO0062.The dynamic height is computed by dividing the NAVD 88
 BO0062.geopotential number by the normal gravity value computed on the
 BO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0062.degrees latitude (g = 980.6199 gals.).
 BO0062
 BO0062.The modeled gravity was interpolated from observed gravity values.
 BO0062
 BO0062;                    North         East    Units  Estimated Accuracy
 BO0062;SPC TXSC     - 4,264,920.      439,840.      MT  (+/- 180 meters Scaled)
 BO0062
 BO0062                          SUPERSEDED SURVEY CONTROL
 BO0062
 BO0062  NGVD 29 (??/??/92)  635.347  (m)         2084.47   (f) ADJ UNCH    2 0
 BO0062
 BO0062.Superseded values are not recommended for survey control.
 BO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0062.See file dsdata.txt to determine how the superseded data were derived.
 BO0062
 BO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU398435(NAD 83)
 BO0062_MARKER: DB = BENCH MARK DISK
 BO0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0062_STAMPING: J 218 1934 2084.468
 BO0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0062+STABILITY: SURFACE MOTION
 BO0062
 BO0062  HISTORY     - Date     Condition        Report By
 BO0062  HISTORY     - 1934     MONUMENTED       CGS
 BO0062  HISTORY     - 1958     GOOD             NGS
 BO0062
 BO0062                          STATION DESCRIPTION
 BO0062
 BO0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0062'26.8 MI S FROM SONORA.
 BO0062'ABOUT 26.2 MILES SOUTH ALONG U. S. HIGHWAY 277 FROM THE INTERSECTION
 BO0062'OF 3RD STREET AND CROCKETT AVENUE AT SONORA, THENCE ABOUT 0.6 MILE
 BO0062'SOUTH-SOUTHEAST ALONG THE OLD HIGHWAY.  131 FEET EAST-NORTHEAST OF THE
 BO0062'CENTER LINE OF THE OLD HIGHWAY, 86 FEET EAST-NORTHEAST OF A FENCE, 17
 BO0062'FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE AND IN LINE WITH A ROW OF
 BO0062'POLES, 1 1/2 FEET WEST OF A CONCRETE WITNESS POST, AND IN THE TOP OF A
 BO0062'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0291 ***********************************************************************
 BN0291  DESIGNATION -  J 219
 BN0291  PID         -  BN0291
 BN0291  STATE/COUNTY-  TX/KERR
 BN0291  USGS QUAD   -  BEE CAVES CREEK (1964)
 BN0291
 BN0291                         *CURRENT SURVEY CONTROL
 BN0291  ___________________________________________________________________
 BN0291* NAD 83(1986)-  30 00 03.     (N)    099 22 57.     (W)     SCALED    
 BN0291* NAVD 88     -       570.570  (meters)    1871.95   (feet)  ADJUSTED  
 BN0291  ___________________________________________________________________
 BN0291  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 BN0291  DYNAMIC HT  -         569.751 (meters)    1869.26  (feet)  COMP
 BN0291  MODELED GRAV-     979,187.5   (mgal)                       NAVD 88
 BN0291
 BN0291  VERT ORDER  -  SECOND    CLASS 0
 BN0291
 BN0291.The horizontal coordinates were scaled from a topographic map and have
 BN0291.an estimated accuracy of +/- 6 seconds.
 BN0291
 BN0291.The orthometric height was determined by differential leveling
 BN0291.and adjusted by the National Geodetic Survey in June 1991..
 BN0291
 BN0291.The geoid height was determined by GEOID03.
 BN0291
 BN0291.The dynamic height is computed by dividing the NAVD 88
 BN0291.geopotential number by the normal gravity value computed on the
 BN0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0291.degrees latitude (g = 980.6199 gals.).
 BN0291
 BN0291.The modeled gravity was interpolated from observed gravity values.
 BN0291
 BN0291;                    North         East    Units  Estimated Accuracy
 BN0291;SPC TXSC     - 4,240,280.      563,100.      MT  (+/- 180 meters Scaled)
 BN0291
 BN0291                          SUPERSEDED SURVEY CONTROL
 BN0291
 BN0291  NGVD 29 (??/??/92)  570.497  (m)         1871.71   (f) ADJ UNCH    2 0
 BN0291
 BN0291.Superseded values are not recommended for survey control.
 BN0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0291.See file dsdata.txt to determine how the superseded data were derived.
 BN0291
 BN0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU631189(NAD 83)
 BN0291_MARKER: DB = BENCH MARK DISK
 BN0291_SETTING: 66 = SET IN ROCK OUTCROP
 BN0291_SP_SET: ROCK OUTCROP
 BN0291_STAMPING: J 219 1934
 BN0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0291+STABILITY: POSITION/ELEVATION WELL
 BN0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0291+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0291
 BN0291  HISTORY     - Date     Condition        Report By
 BN0291  HISTORY     - 1934     MONUMENTED       CGS
 BN0291  HISTORY     - 1964     GOOD             USGS
 BN0291  HISTORY     - 20040702 GOOD             USPSQD
 BN0291  HISTORY     - 20050718 GOOD             USPSQD
 BN0291
 BN0291                          STATION DESCRIPTION
 BN0291
 BN0291'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 BN0291'6.5 MI SW FROM HUNT.
 BN0291'6.5 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 BN0291'HUNT, KERR COUNTY, ACROSS THE HIGHWAY FROM A STONE HOUSE, 89 FEET
 BN0291'SOUTH OF A FENCE CORNER, 39.5 FEET EAST OF THE CENTER LINE OF THE
 BN0291'HIGHWAY, 7.9 FEET EAST OF A FENCE, IN THE TOP OF A ROCK OUTCROP, AND
 BN0291'0.7 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED J 219 1934.
 BN0291
 BN0291                          STATION RECOVERY (2004)
 BN0291
 BN0291'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0291'RECOVERED IN GOOD CONDITION.
 BN0291
 BN0291                          STATION RECOVERY (2005)
 BN0291
 BN0291'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0383 ***********************************************************************
 CC0383  DESIGNATION -  J 22
 CC0383  PID         -  CC0383
 CC0383  STATE/COUNTY-  TX/REEVES
 CC0383  USGS QUAD   -  PECOS EAST (1981)
 CC0383
 CC0383                         *CURRENT SURVEY CONTROL
 CC0383  ___________________________________________________________________
 CC0383* NAD 83(1986)-  31 25 39.     (N)    103 29 47.     (W)     SCALED    
 CC0383* NAVD 88     -       788.991  (meters)    2588.55   (feet)  ADJUSTED  
 CC0383  ___________________________________________________________________
 CC0383  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CC0383  DYNAMIC HT  -         787.839 (meters)    2584.77  (feet)  COMP
 CC0383  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 CC0383
 CC0383  VERT ORDER  -  FIRST     CLASS II
 CC0383
 CC0383.The horizontal coordinates were scaled from a topographic map and have
 CC0383.an estimated accuracy of +/- 6 seconds.
 CC0383
 CC0383.The orthometric height was determined by differential leveling
 CC0383.and adjusted by the National Geodetic Survey in June 1991..
 CC0383
 CC0383.The geoid height was determined by GEOID03.
 CC0383
 CC0383.The dynamic height is computed by dividing the NAVD 88
 CC0383.geopotential number by the normal gravity value computed on the
 CC0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0383.degrees latitude (g = 980.6199 gals.).
 CC0383
 CC0383.The modeled gravity was interpolated from observed gravity values.
 CC0383
 CC0383;                    North         East    Units  Estimated Accuracy
 CC0383;SPC TX C     - 3,199,480.      399,340.      MT  (+/- 180 meters Scaled)
 CC0383
 CC0383                          SUPERSEDED SURVEY CONTROL
 CC0383
 CC0383  NGVD 29 (??/??/92)  788.819  (m)         2587.98   (f) ADJ UNCH    1 2
 CC0383
 CC0383.Superseded values are not recommended for survey control.
 CC0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0383.See file dsdata.txt to determine how the superseded data were derived.
 CC0383
 CC0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ429779(NAD 83)
 CC0383_MARKER: DB = BENCH MARK DISK
 CC0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0383_SP_SET: PILLAR
 CC0383_STAMPING: J 22 1917 ELEV 2588.650 FT
 CC0383_MARK LOGO: CGS   
 CC0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0383
 CC0383  HISTORY     - Date     Condition        Report By
 CC0383  HISTORY     - 1917     MONUMENTED       CGS
 CC0383  HISTORY     - 1956     GOOD             NGS
 CC0383  HISTORY     - 1981     GOOD             NGS
 CC0383  HISTORY     - 20050702 GOOD             USPSQD
 CC0383
 CC0383                          STATION DESCRIPTION
 CC0383
 CC0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0383'IN PECOS.
 CC0383'AT PECOS, REEVES COUNTY, AT THE TEXAS AND PACIFIC RAILWAY STATION, AND
 CC0383'IN THE NORTH FACE OF THE NORTHEAST PILLAR.  A STANDARD DISK, STAMPED
 CC0383'ELEV. 2588.650 FT J 22 1917.
 CC0383
 CC0383                          STATION RECOVERY (1981)
 CC0383
 CC0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0383'IN PECOS, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST PILLAR
 CC0383'OF THE RAILROAD STATION AT THE SOUTH CEDAR STREET CROSSING OF THE
 CC0383'MISSOURI PACIFIC RAILROAD.
 CC0383'THE MARK IS 1.4 M ABOVE THE WALKWAY.
 CC0383
 CC0383                          STATION RECOVERY (2005)
 CC0383
 CC0383'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CC0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0287 ***********************************************************************
 BN0287  DESIGNATION -  J 220
 BN0287  PID         -  BN0287
 BN0287  STATE/COUNTY-  TX/KERR
 BN0287  USGS QUAD   -  BEE CAVES CREEK (1964)
 BN0287
 BN0287                         *CURRENT SURVEY CONTROL
 BN0287  ___________________________________________________________________
 BN0287* NAD 83(1986)-  30 03 46.     (N)    099 26 40.     (W)     SCALED    
 BN0287* NAVD 88     -       577.131  (meters)    1893.47   (feet)  ADJUSTED  
 BN0287  ___________________________________________________________________
 BN0287  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BN0287  DYNAMIC HT  -         576.301 (meters)    1890.75  (feet)  COMP
 BN0287  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 BN0287
 BN0287  VERT ORDER  -  SECOND    CLASS 0
 BN0287
 BN0287.The horizontal coordinates were scaled from a topographic map and have
 BN0287.an estimated accuracy of +/- 6 seconds.
 BN0287
 BN0287.The orthometric height was determined by differential leveling
 BN0287.and adjusted by the National Geodetic Survey in June 1991..
 BN0287
 BN0287.The geoid height was determined by GEOID03.
 BN0287
 BN0287.The dynamic height is computed by dividing the NAVD 88
 BN0287.geopotential number by the normal gravity value computed on the
 BN0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0287.degrees latitude (g = 980.6199 gals.).
 BN0287
 BN0287.The modeled gravity was interpolated from observed gravity values.
 BN0287
 BN0287;                    North         East    Units  Estimated Accuracy
 BN0287;SPC TXSC     - 4,247,170.      557,150.      MT  (+/- 180 meters Scaled)
 BN0287
 BN0287                          SUPERSEDED SURVEY CONTROL
 BN0287
 BN0287  NGVD 29 (??/??/92)  577.062  (m)         1893.24   (f) ADJ UNCH    2 0
 BN0287
 BN0287.Superseded values are not recommended for survey control.
 BN0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0287.See file dsdata.txt to determine how the superseded data were derived.
 BN0287
 BN0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU571258(NAD 83)
 BN0287_MARKER: DB = BENCH MARK DISK
 BN0287_SETTING: 66 = SET IN ROCK OUTCROP
 BN0287_SP_SET: ROCK OUTCROP
 BN0287_STAMPING: J 220 1934
 BN0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0287+STABILITY: POSITION/ELEVATION WELL
 BN0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0287+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0287
 BN0287  HISTORY     - Date     Condition        Report By
 BN0287  HISTORY     - 1934     MONUMENTED       CGS
 BN0287  HISTORY     - 1964     GOOD             USGS
 BN0287  HISTORY     - 20040702 GOOD             USPSQD
 BN0287  HISTORY     - 20050718 GOOD             USPSQD
 BN0287
 BN0287                          STATION DESCRIPTION
 BN0287
 BN0287'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 BN0287'8.2 MI W FROM HUNT.
 BN0287'ABOUT 8.2 MILES WEST ALONG THE HUNT-ROCKSPRINGS ROAD FROM THE POST
 BN0287'OFFICE AT HUNT, KERR COUNTY, ABOUT 0.1 MILE EAST OF A RIVER CROSSING,
 BN0287'355 FEET EAST OF JUNCTION OF ROAD TO THE WAGON WHEEL RANCH
 BN0287'HEADQUARTERS, 73 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 28.3
 BN0287'FEET SOUTH OF THE ROW FENCE, ABOUT 13 FEET HIGHER THAN THE ROAD, AND
 BN0287'IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED J 220 1934.
 BN0287
 BN0287                          STATION RECOVERY (2004)
 BN0287
 BN0287'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0287'RECOVERED IN GOOD CONDITION.
 BN0287
 BN0287                          STATION RECOVERY (2005)
 BN0287
 BN0287'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0050 ***********************************************************************
 BO0050  DESIGNATION -  J 221
 BO0050  PID         -  BO0050
 BO0050  STATE/COUNTY-  TX/EDWARDS
 BO0050  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0050
 BO0050                         *CURRENT SURVEY CONTROL
 BO0050  ___________________________________________________________________
 BO0050* NAD 83(1986)-  30 04 34.     (N)    100 08 12.     (W)     SCALED    
 BO0050* NAVD 88     -       716.298  (meters)    2350.05   (feet)  ADJUSTED  
 BO0050  ___________________________________________________________________
 BO0050  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0050  DYNAMIC HT  -         715.239 (meters)    2346.58  (feet)  COMP
 BO0050  MODELED GRAV-     979,140.5   (mgal)                       NAVD 88
 BO0050
 BO0050  VERT ORDER  -  FIRST     CLASS II
 BO0050
 BO0050.The horizontal coordinates were scaled from a topographic map and have
 BO0050.an estimated accuracy of +/- 6 seconds.
 BO0050
 BO0050.The orthometric height was determined by differential leveling
 BO0050.and adjusted by the National Geodetic Survey in June 1991..
 BO0050
 BO0050.The geoid height was determined by GEOID03.
 BO0050
 BO0050.The dynamic height is computed by dividing the NAVD 88
 BO0050.geopotential number by the normal gravity value computed on the
 BO0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0050.degrees latitude (g = 980.6199 gals.).
 BO0050
 BO0050.The modeled gravity was interpolated from observed gravity values.
 BO0050
 BO0050;                    North         East    Units  Estimated Accuracy
 BO0050;SPC TXSC     - 4,249,100.      490,420.      MT  (+/- 180 meters Scaled)
 BO0050
 BO0050                          SUPERSEDED SURVEY CONTROL
 BO0050
 BO0050  NGVD 29 (??/??/92)  716.235  (m)         2349.85   (f) ADJ UNCH    1 2
 BO0050
 BO0050.Superseded values are not recommended for survey control.
 BO0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0050.See file dsdata.txt to determine how the superseded data were derived.
 BO0050
 BO0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU904277(NAD 83)
 BO0050_MARKER: DB = BENCH MARK DISK
 BO0050_SETTING: 0 = UNSPECIFIED SETTING
 BO0050_STAMPING: J 221 1934
 BO0050_MARK LOGO: CGS   
 BO0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0050
 BO0050  HISTORY     - Date     Condition        Report By
 BO0050  HISTORY     - 1934     MONUMENTED       CGS
 BO0050  HISTORY     - 1971     GOOD             USGS
 BO0050  HISTORY     - 1981     GOOD             NGS
 BO0050
 BO0050                          STATION DESCRIPTION
 BO0050
 BO0050'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0050'6.35 MI NE FROM ROCK SPRINGS.
 BO0050'6.35 MILES AND NORTHEAST ALONF US 377 AND ST. HWY 41 FROM JUNCTION OF
 BO0050'HIGHWAYS WITH ST. HWY 55 (EAST EDGE ROCKSPRINGS) ABOUT 50 FEET SOUTH
 BO0050'CENTERLINE HWY., 17 FT EAST OF EAST EDGE SMALL TREE, AND 2 FEET NORTH
 BO0050'OF FENCE.
 BO0050
 BO0050                          STATION RECOVERY (1981)
 BO0050
 BO0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0050'10.1 KM (6.3 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0050'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, 1.2 KM (0.75 MI)
 BO0050'SOUTHWEST OF A FIELD ROAD LEADING NORTH TO A WINDMILL, IN THE CENTER
 BO0050'OF A 4 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 15.2 METERS (49.9
 BO0050'FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.1 METERS (13.5
 BO0050'FT) WEST OF A UTILITY POLE AND 0.5 METER (1.6 FT) NORTH-NORTHWEST OF A
 BO0050'FENCE.
 BO0050'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 BO0050'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0143 ***********************************************************************
 BO0143  DESIGNATION -  J 222
 BO0143  PID         -  BO0143
 BO0143  STATE/COUNTY-  TX/SCHLEICHER
 BO0143  USGS QUAD   -  ELDORADO (1982)
 BO0143
 BO0143                         *CURRENT SURVEY CONTROL
 BO0143  ___________________________________________________________________
 BO0143* NAD 83(1986)-  30 51 19.     (N)    100 36 24.     (W)     SCALED    
 BO0143* NAVD 88     -       744.277  (meters)    2441.85   (feet)  ADJUSTED  
 BO0143  ___________________________________________________________________
 BO0143  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 BO0143  DYNAMIC HT  -         743.219 (meters)    2438.38  (feet)  COMP
 BO0143  MODELED GRAV-     979,194.2   (mgal)                       NAVD 88
 BO0143
 BO0143  VERT ORDER  -  SECOND    CLASS 0
 BO0143
 BO0143.The horizontal coordinates were scaled from a topographic map and have
 BO0143.an estimated accuracy of +/- 6 seconds.
 BO0143
 BO0143.The orthometric height was determined by differential leveling
 BO0143.and adjusted by the National Geodetic Survey in June 1991..
 BO0143
 BO0143.The geoid height was determined by GEOID03.
 BO0143
 BO0143.The dynamic height is computed by dividing the NAVD 88
 BO0143.geopotential number by the normal gravity value computed on the
 BO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0143.degrees latitude (g = 980.6199 gals.).
 BO0143
 BO0143.The modeled gravity was interpolated from observed gravity values.
 BO0143
 BO0143;                    North         East    Units  Estimated Accuracy
 BO0143;SPC TX C     - 3,131,800.      673,860.      MT  (+/- 180 meters Scaled)
 BO0143
 BO0143                          SUPERSEDED SURVEY CONTROL
 BO0143
 BO0143  NGVD 29 (??/??/92)  744.078  (m)         2441.20   (f) ADJ UNCH    2 0
 BO0143
 BO0143.Superseded values are not recommended for survey control.
 BO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0143.See file dsdata.txt to determine how the superseded data were derived.
 BO0143
 BO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV463146(NAD 83)
 BO0143_MARKER: DB = BENCH MARK DISK
 BO0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0143_STAMPING: 3441.196 J 222 1934
 BO0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0143+STABILITY: SURFACE MOTION
 BO0143
 BO0143  HISTORY     - Date     Condition        Report By
 BO0143  HISTORY     - 1934     MONUMENTED       CGS
 BO0143  HISTORY     - 1964     MARK NOT FOUND   USGS
 BO0143
 BO0143                          STATION DESCRIPTION
 BO0143
 BO0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0143'IN ELDORADO.
 BO0143'AT ELDORADO, SCHLEICHER COUNTY, ABOUT 0.5 MILE SOUTHWEST ALONG U. S.
 BO0143'HIGHWAY 277 FROM THE COURTHOUSE, 67 FEET NORTH OF THE CENTER OF THE
 BO0143'JUNCTION OF A ROAD LEADING WEST, AND 63 FEET WEST OF THE CENTER OF THE
 BO0143'INTERSECTION OF A NORTH- AND-SOUTH STREET.  A STANDARD DISK STAMPED
 BO0143'2441.196 J 222 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BO0143
 BO0143                          STATION RECOVERY (1964)
 BO0143
 BO0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BO0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0356 ***********************************************************************
 CB0356  DESIGNATION -  J 223
 CB0356  PID         -  CB0356
 CB0356  STATE/COUNTY-  TX/IRION
 CB0356  USGS QUAD   -  BARNHART (1971)
 CB0356
 CB0356                         *CURRENT SURVEY CONTROL
 CB0356  ___________________________________________________________________
 CB0356* NAD 83(1986)-  31 07 37.     (N)    101 10 17.     (W)     SCALED    
 CB0356* NAVD 88     -       780.627  (meters)    2561.11   (feet)  ADJUSTED  
 CB0356  ___________________________________________________________________
 CB0356  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CB0356  DYNAMIC HT  -         779.497 (meters)    2557.40  (feet)  COMP
 CB0356  MODELED GRAV-     979,167.5   (mgal)                       NAVD 88
 CB0356
 CB0356  VERT ORDER  -  FIRST     CLASS II
 CB0356
 CB0356.The horizontal coordinates were scaled from a topographic map and have
 CB0356.an estimated accuracy of +/- 6 seconds.
 CB0356
 CB0356.The orthometric height was determined by differential leveling
 CB0356.and adjusted by the National Geodetic Survey in June 1991..
 CB0356
 CB0356.The geoid height was determined by GEOID03.
 CB0356
 CB0356.The dynamic height is computed by dividing the NAVD 88
 CB0356.geopotential number by the normal gravity value computed on the
 CB0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0356.degrees latitude (g = 980.6199 gals.).
 CB0356
 CB0356.The modeled gravity was interpolated from observed gravity values.
 CB0356
 CB0356;                    North         East    Units  Estimated Accuracy
 CB0356;SPC TX C     - 3,162,180.      620,080.      MT  (+/- 180 meters Scaled)
 CB0356
 CB0356                          SUPERSEDED SURVEY CONTROL
 CB0356
 CB0356  NGVD 29 (??/??/92)  780.367  (m)         2560.25   (f) ADJ UNCH    1 2
 CB0356
 CB0356.Superseded values are not recommended for survey control.
 CB0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0356.See file dsdata.txt to determine how the superseded data were derived.
 CB0356
 CB0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV929456(NAD 83)
 CB0356_MARKER: DB = BENCH MARK DISK
 CB0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CB0356_SP_SET: FOUNDATION
 CB0356_STAMPING: J 223 1934 2560.254
 CB0356_MARK LOGO: CGS   
 CB0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0356
 CB0356  HISTORY     - Date     Condition        Report By
 CB0356  HISTORY     - 1934     MONUMENTED       CGS
 CB0356  HISTORY     - 1942     GOOD             NGS
 CB0356  HISTORY     - 1981     GOOD             NGS
 CB0356
 CB0356                          STATION DESCRIPTION
 CB0356
 CB0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 CB0356'IN BARNHART.
 CB0356'AT BARNHART, IRION COUNTY, ABOUT 225 FEET SOUTHWEST OF THE PANHANDLE
 CB0356'AND SANTA FE RAILWAY STATION, AT THE WATER TOWER, IN THE TOP OF THE
 CB0356'NORTHEAST SIDE OF THE CONCRETE FOUNDATION OF THE PIPE.  16.2 FEET
 CB0356'NORTHWEST OF THE CENTER LINE OF THE MAIN TRACK, A STANDARD DISK
 CB0356'STAMPED J 223 1934. 2560.254
 CB0356
 CB0356                          STATION RECOVERY (1981)
 CB0356
 CB0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0356'29.5 KM (18.3 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0356'WITH STATE HIGHWAY 137 IN BIG LAKE, AT THE SMALL COMMUNITY OF
 CB0356'BARNHART, IN THE SOUTHEAST CORNER OF THE CENTER CONCRETE FOUNDATION OF
 CB0356'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD WATER TANK, 0.2 KM (0.1 MI)
 CB0356'WEST OF THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 163, 4.3 METERS
 CB0356'(14.1 FT) NORTHWEST OF THE NEAR RAIL AND 2.3 METERS (7.6 FT) WEST OF
 CB0356'THE SOUTHEAST LEG OF THE WATER TANK.
 CB0356'THE MARK IS 0.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0397 ***********************************************************************
 BO0397  DESIGNATION -  J 224
 BO0397  PID         -  BO0397
 BO0397  STATE/COUNTY-  TX/PECOS
 BO0397  USGS QUAD   -  DIVIDE COUNTRY (1967)
 BO0397
 BO0397                         *CURRENT SURVEY CONTROL
 BO0397  ___________________________________________________________________
 BO0397* NAD 83(1986)-  30 52 14.     (N)    101 52 52.     (W)     SCALED    
 BO0397* NAVD 88     -       677.237  (meters)    2221.90   (feet)  ADJUSTED  
 BO0397  ___________________________________________________________________
 BO0397  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 BO0397  DYNAMIC HT  -         676.255 (meters)    2218.68  (feet)  COMP
 BO0397  MODELED GRAV-     979,170.4   (mgal)                       NAVD 88
 BO0397
 BO0397  VERT ORDER  -  SECOND    CLASS 0
 BO0397
 BO0397.The horizontal coordinates were scaled from a topographic map and have
 BO0397.an estimated accuracy of +/- 6 seconds.
 BO0397
 BO0397.The orthometric height was determined by differential leveling
 BO0397.and adjusted by the National Geodetic Survey in June 1991..
 BO0397
 BO0397.The geoid height was determined by GEOID03.
 BO0397
 BO0397.The dynamic height is computed by dividing the NAVD 88
 BO0397.geopotential number by the normal gravity value computed on the
 BO0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0397.degrees latitude (g = 980.6199 gals.).
 BO0397
 BO0397.The modeled gravity was interpolated from observed gravity values.
 BO0397
 BO0397;                    North         East    Units  Estimated Accuracy
 BO0397;SPC TX C     - 3,134,490.      552,000.      MT  (+/- 180 meters Scaled)
 BO0397
 BO0397                          SUPERSEDED SURVEY CONTROL
 BO0397
 BO0397  NGVD 29 (??/??/92)  677.006  (m)         2221.14   (f) ADJ UNCH    2 0
 BO0397
 BO0397.Superseded values are not recommended for survey control.
 BO0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0397.See file dsdata.txt to determine how the superseded data were derived.
 BO0397
 BO0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV245188(NAD 83)
 BO0397_MARKER: DB = BENCH MARK DISK
 BO0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0397_STAMPING: J-224 1934
 BO0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0397+STABILITY: SURFACE MOTION
 BO0397
 BO0397  HISTORY     - Date     Condition        Report By
 BO0397  HISTORY     - 1934     MONUMENTED       CGS
 BO0397  HISTORY     - 1940     GOOD             NGS
 BO0397
 BO0397                          STATION DESCRIPTION
 BO0397
 BO0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0397'3.5 MI SE FROM IRAAN.
 BO0397'3.5 MILES SE OF AND ALONG IRAAN-MCCAMEY HWY. 48 FT. E OF CENTER OF
 BO0397'HIGHWAY.
 BO0397
 BO0397                          STATION RECOVERY (1940)
 BO0397
 BO0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 BO0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0501 ***********************************************************************
 FL0501  DESIGNATION -  J 227
 FL0501  PID         -  FL0501
 FL0501  STATE/COUNTY-  TX/WHEELER
 FL0501  USGS QUAD   -  POND CREEK (1976)
 FL0501
 FL0501                         *CURRENT SURVEY CONTROL
 FL0501  ___________________________________________________________________
 FL0501* NAD 83(1986)-  35 22 30.     (N)    100 32 19.     (W)     SCALED    
 FL0501* NAVD 88     -       767.160  (meters)    2516.92   (feet)  ADJUSTED  
 FL0501  ___________________________________________________________________
 FL0501  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 FL0501  DYNAMIC HT  -         766.354 (meters)    2514.28  (feet)  COMP
 FL0501  MODELED GRAV-     979,556.5   (mgal)                       NAVD 88
 FL0501
 FL0501  VERT ORDER  -  SECOND    CLASS 0
 FL0501
 FL0501.The horizontal coordinates were scaled from a topographic map and have
 FL0501.an estimated accuracy of +/- 6 seconds.
 FL0501
 FL0501.The orthometric height was determined by differential leveling
 FL0501.and adjusted by the National Geodetic Survey in June 1991..
 FL0501
 FL0501.The geoid height was determined by GEOID03.
 FL0501
 FL0501.The dynamic height is computed by dividing the NAVD 88
 FL0501.geopotential number by the normal gravity value computed on the
 FL0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0501.degrees latitude (g = 980.6199 gals.).
 FL0501
 FL0501.The modeled gravity was interpolated from observed gravity values.
 FL0501
 FL0501;                    North         East    Units  Estimated Accuracy
 FL0501;SPC TX N     - 1,152,960.      287,350.      MT  (+/- 180 meters Scaled)
 FL0501
 FL0501                          SUPERSEDED SURVEY CONTROL
 FL0501
 FL0501  NGVD 29 (??/??/92)  766.834  (m)         2515.85   (f) ADJ UNCH    2 0
 FL0501
 FL0501.Superseded values are not recommended for survey control.
 FL0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0501.See file dsdata.txt to determine how the superseded data were derived.
 FL0501
 FL0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE602157(NAD 83)
 FL0501_MARKER: DB = BENCH MARK DISK
 FL0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0501_STAMPING: J-227 1934
 FL0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0501+STABILITY: SURFACE MOTION
 FL0501
 FL0501  HISTORY     - Date     Condition        Report By
 FL0501  HISTORY     - 1934     MONUMENTED       CGS
 FL0501  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL0501
 FL0501                          STATION DESCRIPTION
 FL0501
 FL0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0501'4.3 MI SE FROM DENWORTH.
 FL0501'4.3 MILES SE OF AND ALONG THE F.W. AND D.R.R.  ON COUNTY LINE IN SE
 FL0501'R/W CORNER OF ROAD CROSSING AT MILE POST N-301.5.  50 FT. S OF CENTER
 FL0501'OF TRACKS.
 FL0501
 FL0501                          STATION RECOVERY (1962)
 FL0501
 FL0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0791 ***********************************************************************
 FL0791  DESIGNATION -  J 228
 FL0791  PID         -  FL0791
 FL0791  STATE/COUNTY-  TX/CARSON
 FL0791  USGS QUAD   -  SKELLYTOWN (1978)
 FL0791
 FL0791                         *CURRENT SURVEY CONTROL
 FL0791  ___________________________________________________________________
 FL0791* NAD 83(1986)-  35 32 54.     (N)    101 10 04.     (W)     SCALED    
 FL0791* NAVD 88     -      1004.072  (meters)    3294.19   (feet)  ADJUSTED  
 FL0791  ___________________________________________________________________
 FL0791  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL0791  DYNAMIC HT  -        1002.951 (meters)    3290.52  (feet)  COMP
 FL0791  MODELED GRAV-     979,483.4   (mgal)                       NAVD 88
 FL0791
 FL0791  VERT ORDER  -  SECOND    CLASS 0
 FL0791
 FL0791.The horizontal coordinates were scaled from a topographic map and have
 FL0791.an estimated accuracy of +/- 6 seconds.
 FL0791
 FL0791.The orthometric height was determined by differential leveling
 FL0791.and adjusted by the National Geodetic Survey in June 1991..
 FL0791
 FL0791.The geoid height was determined by GEOID03.
 FL0791
 FL0791.The dynamic height is computed by dividing the NAVD 88
 FL0791.geopotential number by the normal gravity value computed on the
 FL0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0791.degrees latitude (g = 980.6199 gals.).
 FL0791
 FL0791.The modeled gravity was interpolated from observed gravity values.
 FL0791
 FL0791;                    North         East    Units  Estimated Accuracy
 FL0791;SPC TX N     - 1,171,820.      230,120.      MT  (+/- 180 meters Scaled)
 FL0791
 FL0791                          SUPERSEDED SURVEY CONTROL
 FL0791
 FL0791  NGVD 29 (??/??/92) 1003.650  (m)         3292.81   (f) ADJ UNCH    2 0
 FL0791
 FL0791.Superseded values are not recommended for survey control.
 FL0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0791.See file dsdata.txt to determine how the superseded data were derived.
 FL0791
 FL0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE035360(NAD 83)
 FL0791_MARKER: DB = BENCH MARK DISK
 FL0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0791_STAMPING: J-227 1934
 FL0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0791+STABILITY: SURFACE MOTION
 FL0791
 FL0791  HISTORY     - Date     Condition        Report By
 FL0791  HISTORY     - 1934     MONUMENTED       CGS
 FL0791  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0791
 FL0791                          STATION DESCRIPTION
 FL0791
 FL0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0791'1.6 MI S FROM SKELLYTOWN.
 FL0791'1.6 MILES S OF AND ALONG THE OIL FIELD HWY TO BORGER.  MARK IS 119 FT.
 FL0791'W OF THE CENTER OF THE HIGHWAY.  102 FT. E OF THE CENTER OF THE SANTE
 FL0791'FE RAILROAD TRACK.  59 FT. NE OF A STOCK YARD WINDMILL.  2 FT. E OF
 FL0791'R/W FENCE.
 FL0791
 FL0791                          STATION RECOVERY (1963)
 FL0791
 FL0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1393 ***********************************************************************
 FL1393  DESIGNATION -  J 229
 FL1393  PID         -  FL1393
 FL1393  STATE/COUNTY-  TX/HUTCHINSON
 FL1393  USGS QUAD   -  POLLARD CREEK (1972)
 FL1393
 FL1393                         *CURRENT SURVEY CONTROL
 FL1393  ___________________________________________________________________
 FL1393* NAD 83(1986)-  35 51 00.     (N)    101 43 15.     (W)     SCALED    
 FL1393* NAVD 88     -      1048.833  (meters)    3441.05   (feet)  ADJUSTED  
 FL1393  ___________________________________________________________________
 FL1393  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 FL1393  DYNAMIC HT  -        1047.636 (meters)    3437.12  (feet)  COMP
 FL1393  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 FL1393
 FL1393  VERT ORDER  -  SECOND    CLASS 0
 FL1393
 FL1393.The horizontal coordinates were scaled from a topographic map and have
 FL1393.an estimated accuracy of +/- 6 seconds.
 FL1393
 FL1393.The orthometric height was determined by differential leveling
 FL1393.and adjusted by the National Geodetic Survey in June 1991..
 FL1393
 FL1393.The geoid height was determined by GEOID03.
 FL1393
 FL1393.The dynamic height is computed by dividing the NAVD 88
 FL1393.geopotential number by the normal gravity value computed on the
 FL1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1393.degrees latitude (g = 980.6199 gals.).
 FL1393
 FL1393.The modeled gravity was interpolated from observed gravity values.
 FL1393
 FL1393;                    North         East    Units  Estimated Accuracy
 FL1393;SPC TX N     - 1,205,260.      180,050.      MT  (+/- 180 meters Scaled)
 FL1393
 FL1393                          SUPERSEDED SURVEY CONTROL
 FL1393
 FL1393  NGVD 29 (??/??/92) 1048.322  (m)         3439.37   (f) ADJ UNCH    2 0
 FL1393
 FL1393.Superseded values are not recommended for survey control.
 FL1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1393.See file dsdata.txt to determine how the superseded data were derived.
 FL1393
 FL1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE542707(NAD 83)
 FL1393_MARKER: DB = BENCH MARK DISK
 FL1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1393_STAMPING: J-229 1934
 FL1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1393+STABILITY: SURFACE MOTION
 FL1393
 FL1393  HISTORY     - Date     Condition        Report By
 FL1393  HISTORY     - 1934     MONUMENTED       CGS
 FL1393  HISTORY     - 1952     MARK NOT FOUND   NGS
 FL1393
 FL1393                          STATION DESCRIPTION
 FL1393
 FL1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1393'15.4 MI E FROM DUMAS.
 FL1393'15.4 MILES E OF AND ALONG THE DUMAS-STINNETT HWY 170 YARDS E OF A
 FL1393'FENCE RUNNING S. 27 FT. S OF CENTER OF ROAD.
 FL1393
 FL1393                          STATION RECOVERY (1952)
 FL1393
 FL1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FL1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0491 ***********************************************************************
 FL0491  DESIGNATION -  J 230
 FL0491  PID         -  FL0491
 FL0491  STATE/COUNTY-  TX/GRAY
 FL0491  USGS QUAD   -  BOWERS CITY (1976)
 FL0491
 FL0491                         *CURRENT SURVEY CONTROL
 FL0491  ___________________________________________________________________
 FL0491* NAD 83(1986)-  35 24 48.     (N)    100 58 25.     (W)     SCALED    
 FL0491* NAVD 88     -       976.631  (meters)    3204.16   (feet)  ADJUSTED  
 FL0491  ___________________________________________________________________
 FL0491  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL0491  DYNAMIC HT  -         975.554 (meters)    3200.63  (feet)  COMP
 FL0491  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 FL0491
 FL0491  VERT ORDER  -  SECOND    CLASS 0
 FL0491
 FL0491.The horizontal coordinates were scaled from a topographic map and have
 FL0491.an estimated accuracy of +/- 6 seconds.
 FL0491
 FL0491.The orthometric height was determined by differential leveling
 FL0491.and adjusted by the National Geodetic Survey in June 1991..
 FL0491
 FL0491.The geoid height was determined by GEOID03.
 FL0491
 FL0491.The dynamic height is computed by dividing the NAVD 88
 FL0491.geopotential number by the normal gravity value computed on the
 FL0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0491.degrees latitude (g = 980.6199 gals.).
 FL0491
 FL0491.The modeled gravity was interpolated from observed gravity values.
 FL0491
 FL0491;                    North         East    Units  Estimated Accuracy
 FL0491;SPC TX N     - 1,156,920.      247,810.      MT  (+/- 180 meters Scaled)
 FL0491
 FL0491                          SUPERSEDED SURVEY CONTROL
 FL0491
 FL0491  NGVD 29 (??/??/92)  976.215  (m)         3202.80   (f) ADJ UNCH    2 0
 FL0491
 FL0491.Superseded values are not recommended for survey control.
 FL0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0491.See file dsdata.txt to determine how the superseded data were derived.
 FL0491
 FL0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE208206(NAD 83)
 FL0491_MARKER: DB = BENCH MARK DISK
 FL0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0491_STAMPING: J 230 1934
 FL0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0491+STABILITY: SURFACE MOTION
 FL0491
 FL0491  HISTORY     - Date     Condition        Report By
 FL0491  HISTORY     - 1934     MONUMENTED       CGS
 FL0491  HISTORY     - 1943     GOOD             NGS
 FL0491  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0491
 FL0491                          STATION DESCRIPTION
 FL0491
 FL0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0491'8.8 MI S FROM PAMPA.
 FL0491'ABOUT 8.8 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURT HOUSE AT
 FL0491'PAMPA, GRAY COUNTY, NEAR THE TOP OF A LONG GRADE ON THE SOUTH SIDE OF
 FL0491'A LARGE VALLEY, 48.0 FEET SOUTH OF A POWER POLE, 148 FEET EAST OF THE
 FL0491'CENTER LINE OF THE HIGHWAY PROJECTING ABOUT 2-INCHES ABOVE THE GROUND.
 FL0491
 FL0491                          STATION RECOVERY (1966)
 FL0491
 FL0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0830 ***********************************************************************
 DN0830  DESIGNATION -  J 231
 DN0830  PID         -  DN0830
 DN0830  STATE/COUNTY-  TX/MONTAGUE
 DN0830  USGS QUAD   -  RINGGOLD (1968)
 DN0830
 DN0830                         *CURRENT SURVEY CONTROL
 DN0830  ___________________________________________________________________
 DN0830* NAD 83(1986)-  33 50 19.     (N)    097 56 50.     (W)     SCALED    
 DN0830* NAVD 88     -       263.263  (meters)     863.72   (feet)  ADJUSTED  
 DN0830  ___________________________________________________________________
 DN0830  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DN0830  DYNAMIC HT  -         262.976 (meters)     862.78  (feet)  COMP
 DN0830  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 DN0830
 DN0830  VERT ORDER  -  FIRST     CLASS II
 DN0830
 DN0830.The horizontal coordinates were scaled from a topographic map and have
 DN0830.an estimated accuracy of +/- 6 seconds.
 DN0830
 DN0830.The orthometric height was determined by differential leveling
 DN0830.and adjusted by the National Geodetic Survey in June 1991..
 DN0830.WARNING-Repeat measurements at this control monument indicate possible
 DN0830.vertical movement.
 DN0830
 DN0830.The geoid height was determined by GEOID03.
 DN0830
 DN0830.The dynamic height is computed by dividing the NAVD 88
 DN0830.geopotential number by the normal gravity value computed on the
 DN0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0830.degrees latitude (g = 980.6199 gals.).
 DN0830
 DN0830.The modeled gravity was interpolated from observed gravity values.
 DN0830
 DN0830;                    North         East    Units  Estimated Accuracy
 DN0830;SPC TXNC     - 2,240,990.      651,160.      MT  (+/- 180 meters Scaled)
 DN0830
 DN0830                          SUPERSEDED SURVEY CONTROL
 DN0830
 DN0830  NGVD 29 (??/??/92)  263.100  (m)          863.19   (f) ADJ UNCH    1 2
 DN0830
 DN0830.Superseded values are not recommended for survey control.
 DN0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0830.See file dsdata.txt to determine how the superseded data were derived.
 DN0830
 DN0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC974447(NAD 83)
 DN0830_MARKER: DB = BENCH MARK DISK
 DN0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0830_SP_SET: CONCRETE POST
 DN0830_STAMPING: J 231 1952
 DN0830_MARK LOGO: CGS   
 DN0830_PROJECTION: PROJECTING 10 CENTIMETERS
 DN0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0830+STABILITY: SURFACE MOTION
 DN0830
 DN0830  HISTORY     - Date     Condition        Report By
 DN0830  HISTORY     - 1952     MONUMENTED       CGS
 DN0830  HISTORY     - 1986     GOOD             NGS
 DN0830  HISTORY     - 19980214 GOOD             USPSQD
 DN0830
 DN0830                          STATION DESCRIPTION
 DN0830
 DN0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0830'1.0 MI N FROM RINGOLD.
 DN0830'1.0 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0830'FROM THE STATION AT RINGOLD, AT A ROAD CROSSING, 9 POLES SOUTH OF
 DN0830'MILEPOST 523, 89 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST,
 DN0830'38 FEET WEST OF THE WEST RAIL, 9.3 FEET NORTH OF THE 9TH POLE SOUTH OF
 DN0830'MILEPOST 523, 3.4 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 DN0830'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, 2.7 FEET SOUTH OF A
 DN0830'WITNESS POST.
 DN0830
 DN0830                          STATION RECOVERY (1986)
 DN0830
 DN0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0830'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  32.8 KM
 DN0830'(20.35 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0830'HIGHWAY 287 IN BOWIE, THENCE 0.6 KM (0.35 MI) SOUTHWESTERLY ALONG A
 DN0830'GRAVELED ROAD, 27.1 M (88.9 FT) NORTH OF THE CENTER OF THE ROAD,
 DN0830'11.6 M (38.1 FT) WEST OF THE NEAR RAIL OF THE OKLAHOMA KANSAS TEXAS
 DN0830'RAILROAD, AND 9.3 M (30.5 FT) NORTH OF A UTILITY POLE.
 DN0830'THE MARK IS 1.0 METERS  E FROM  A WITNESS POST AND FENCE
 DN0830'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DN0830
 DN0830                          STATION RECOVERY (1998)
 DN0830
 DN0830'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0497 ***********************************************************************
 DN0497  DESIGNATION -  J 233
 DN0497  PID         -  DN0497
 DN0497  STATE/COUNTY-  TX/GRAYSON
 DN0497  USGS QUAD   -  DORCHESTER (1974)
 DN0497
 DN0497                         *CURRENT SURVEY CONTROL
 DN0497  ___________________________________________________________________
 DN0497* NAD 83(1986)-  33 34 16.     (N)    096 38 59.     (W)     SCALED    
 DN0497* NAVD 88     -       219.292  (meters)     719.46   (feet)  ADJUSTED  
 DN0497  ___________________________________________________________________
 DN0497  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 DN0497  DYNAMIC HT  -         219.057 (meters)     718.69  (feet)  COMP
 DN0497  MODELED GRAV-     979,559.5   (mgal)                       NAVD 88
 DN0497
 DN0497  VERT ORDER  -  SECOND    CLASS 0
 DN0497
 DN0497.The horizontal coordinates were scaled from a topographic map and have
 DN0497.an estimated accuracy of +/- 6 seconds.
 DN0497
 DN0497.The orthometric height was determined by differential leveling
 DN0497.and adjusted by the National Geodetic Survey in June 1991..
 DN0497
 DN0497.The geoid height was determined by GEOID03.
 DN0497
 DN0497.The dynamic height is computed by dividing the NAVD 88
 DN0497.geopotential number by the normal gravity value computed on the
 DN0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0497.degrees latitude (g = 980.6199 gals.).
 DN0497
 DN0497.The modeled gravity was interpolated from observed gravity values.
 DN0497
 DN0497;                    North         East    Units  Estimated Accuracy
 DN0497;SPC TXNC     - 2,212,700.      771,770.      MT  (+/- 180 meters Scaled)
 DN0497
 DN0497                          SUPERSEDED SURVEY CONTROL
 DN0497
 DN0497  NGVD 29 (??/??/92)  219.268  (m)          719.38   (f) ADJ UNCH    2 0
 DN0497
 DN0497.Superseded values are not recommended for survey control.
 DN0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0497.See file dsdata.txt to determine how the superseded data were derived.
 DN0497
 DN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC181170(NAD 83)
 DN0497_MARKER: DB = BENCH MARK DISK
 DN0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0497_STAMPING: J 233 1952
 DN0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0497+STABILITY: SURFACE MOTION
 DN0497
 DN0497  HISTORY     - Date     Condition        Report By
 DN0497  HISTORY     - 1952     MONUMENTED       CGS
 DN0497  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0497
 DN0497                          STATION DESCRIPTION
 DN0497
 DN0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0497'3.9 MI NE FROM DORCHESTER.
 DN0497'3.9 MILES NORTHEAST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0497'RAILROAD FROM THE STATION SIGN AT DORCHESTER, 2 POLES SOUTHWEST OF
 DN0497'MILEPOST 653-20, 48 FEET NORTH OF THE NORTH RAIL, 29 FEET NORTHWEST OF
 DN0497'A TELEPHONE POLE, 1 FOOT SOUTHEAST OF A FENCE, 3 FEET EAST OF A
 DN0497'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 DN0497'FOOT ABOVE THE GROUND.
 DN0497
 DN0497                          STATION RECOVERY (1995)
 DN0497
 DN0497'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0420 ***********************************************************************
 FM0420  DESIGNATION -  J 234
 FM0420  PID         -  FM0420
 FM0420  STATE/COUNTY-  TX/HARTLEY
 FM0420  USGS QUAD   -  MIDDLE WATER (1971)
 FM0420
 FM0420                         *CURRENT SURVEY CONTROL
 FM0420  ___________________________________________________________________
 FM0420* NAD 83(1986)-  35 46 29.     (N)    102 52 02.     (W)     SCALED    
 FM0420* NAVD 88     -      1233.300  (meters)    4046.25   (feet)  ADJUSTED  
 FM0420  ___________________________________________________________________
 FM0420  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 FM0420  DYNAMIC HT  -        1231.840 (meters)    4041.46  (feet)  COMP
 FM0420  MODELED GRAV-     979,406.6   (mgal)                       NAVD 88
 FM0420
 FM0420  VERT ORDER  -  FIRST     CLASS II
 FM0420
 FM0420.The horizontal coordinates were scaled from a topographic map and have
 FM0420.an estimated accuracy of +/- 6 seconds.
 FM0420
 FM0420.The orthometric height was determined by differential leveling
 FM0420.and adjusted by the National Geodetic Survey in June 1991..
 FM0420.WARNING-Repeat measurements at this control monument indicate possible
 FM0420.vertical movement.
 FM0420
 FM0420.The geoid height was determined by GEOID03.
 FM0420
 FM0420.The dynamic height is computed by dividing the NAVD 88
 FM0420.geopotential number by the normal gravity value computed on the
 FM0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0420.degrees latitude (g = 980.6199 gals.).
 FM0420
 FM0420.The modeled gravity was interpolated from observed gravity values.
 FM0420
 FM0420;                    North         East    Units  Estimated Accuracy
 FM0420;SPC TX N     - 1,197,740.       76,390.      MT  (+/- 180 meters Scaled)
 FM0420
 FM0420                          SUPERSEDED SURVEY CONTROL
 FM0420
 FM0420  NGVD 29 (??/??/92) 1232.767  (m)         4044.50   (f) ADJ UNCH    1 2
 FM0420
 FM0420.Superseded values are not recommended for survey control.
 FM0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0420.See file dsdata.txt to determine how the superseded data were derived.
 FM0420
 FM0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV927610(NAD 83)
 FM0420_MARKER: DB = BENCH MARK DISK
 FM0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0420_STAMPING: J-234 1933
 FM0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0420+STABILITY: SURFACE MOTION
 FM0420
 FM0420  HISTORY     - Date     Condition        Report By
 FM0420  HISTORY     - 1933     MONUMENTED       CGS
 FM0420  HISTORY     - 1943     GOOD             NGS
 FM0420
 FM0420                          STATION DESCRIPTION
 FM0420
 FM0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0420'5.0 MI NE FROM ROMERO.
 FM0420'5.0 MILES NORTH EAST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. 16
 FM0420'POLES SOUTH WEST OF MILE POLE NO. 573.  SET IN POST, 115 FEET SOUTH
 FM0420'EAST OF THE CENTER LINE OF THE TRACKS AND 3 FEET NORTH WEST OF THE
 FM0420'RIGHT OF-WAY FENCE.  NOTE-- THE RIGHT OF WAY FENCE IS GONE THE MARK IS
 FM0420'94.9 FEET SE OF THE SE RAIL OF THE RR AND 156 FEET NW OF CENTERLINE OF
 FM0420'US HIGHWAY NO. 54 (UNPAVED).
 FM0420
 FM0420                          STATION RECOVERY (1943)
 FM0420
 FM0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0001 ***********************************************************************
 FM0001  DESIGNATION -  J 235
 FM0001  PID         -  FM0001
 FM0001  STATE/COUNTY-  TX/HARTLEY
 FM0001  USGS QUAD   -  HARTLEY (1973)
 FM0001
 FM0001                         *CURRENT SURVEY CONTROL
 FM0001  ___________________________________________________________________
 FM0001* NAD 83(1986)-  35 58 46.     (N)    102 27 04.     (W)     SCALED    
 FM0001* NAVD 88     -      1194.225  (meters)    3918.05   (feet)  ADJUSTED  
 FM0001  ___________________________________________________________________
 FM0001  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 FM0001  DYNAMIC HT  -        1192.831 (meters)    3913.48  (feet)  COMP
 FM0001  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 FM0001
 FM0001  VERT ORDER  -  FIRST     CLASS II
 FM0001
 FM0001.The horizontal coordinates were scaled from a topographic map and have
 FM0001.an estimated accuracy of +/- 6 seconds.
 FM0001
 FM0001.The orthometric height was determined by differential leveling
 FM0001.and adjusted by the National Geodetic Survey in June 1991..
 FM0001
 FM0001.The geoid height was determined by GEOID03.
 FM0001
 FM0001.The dynamic height is computed by dividing the NAVD 88
 FM0001.geopotential number by the normal gravity value computed on the
 FM0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0001.degrees latitude (g = 980.6199 gals.).
 FM0001
 FM0001.The modeled gravity was interpolated from observed gravity values.
 FM0001
 FM0001;                    North         East    Units  Estimated Accuracy
 FM0001;SPC TX N     - 1,220,010.      114,230.      MT  (+/- 180 meters Scaled)
 FM0001
 FM0001                          SUPERSEDED SURVEY CONTROL
 FM0001
 FM0001  NGVD 29 (??/??/92) 1193.661  (m)         3916.20   (f) ADJ UNCH    1 2
 FM0001
 FM0001.Superseded values are not recommended for survey control.
 FM0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0001.See file dsdata.txt to determine how the superseded data were derived.
 FM0001
 FM0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV298846(NAD 83)
 FM0001_MARKER: DB = BENCH MARK DISK
 FM0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0001_SP_SET: CULVERT
 FM0001_STAMPING: J-235 1933
 FM0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0001
 FM0001  HISTORY     - Date     Condition        Report By
 FM0001  HISTORY     - 1933     MONUMENTED       CGS
 FM0001  HISTORY     - 1973     MARK NOT FOUND   USGS
 FM0001  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0001
 FM0001                          STATION DESCRIPTION
 FM0001
 FM0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0001'7.3 MI SE FROM DALHART.
 FM0001'7.3 MILES SOUTHEAST OF THE COURT HOUSE, ALONG THE FORT WORTH AND
 FM0001'DENVER CITY RAILROAD.  AT CONCRETE HIGHWAY BRIDGE, 31 POLES SOUTH EAST
 FM0001'OF MILE POLE NO. 411 SET IN SOUTH EAST END OF SOUTH WEST HEADWALL. 85
 FM0001'FEET NORTH EAST OF THE CENTERLINE OF THE TRACKS.
 FM0001
 FM0001                          STATION RECOVERY (1973)
 FM0001
 FM0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FM0001'MARK NOT FOUND.
 FM0001
 FM0001                          STATION RECOVERY (1985)
 FM0001
 FM0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0001'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0030 ***********************************************************************
 FM0030  DESIGNATION -  J 236
 FM0030  PID         -  FM0030
 FM0030  STATE/COUNTY-  TX/OLDHAM
 FM0030  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0030
 FM0030                         *CURRENT SURVEY CONTROL
 FM0030  ___________________________________________________________________
 FM0030* NAD 83(1986)-  35 31 20.     (N)    102 17 34.     (W)     SCALED    
 FM0030* NAVD 88     -       979.386  (meters)    3213.20   (feet)  POSTED    
 FM0030  ___________________________________________________________________
 FM0030  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 FM0030  DYNAMIC HT  -         978.250 (meters)    3209.48  (feet)  COMP
 FM0030  MODELED GRAV-     979,436.3   (mgal)                       NAVD 88
 FM0030
 FM0030  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FM0030
 FM0030.The horizontal coordinates were scaled from a topographic map and have
 FM0030.an estimated accuracy of +/- 6 seconds.
 FM0030
 FM0030.The orthometric height was determined by differential leveling
 FM0030.and adjusted by the National Geodetic Survey in 1992..
 FM0030.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FM0030.rate of 1.1 thru 2.0 mm/km.
 FM0030
 FM0030.The geoid height was determined by GEOID03.
 FM0030
 FM0030.The dynamic height is computed by dividing the NAVD 88
 FM0030.geopotential number by the normal gravity value computed on the
 FM0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0030.degrees latitude (g = 980.6199 gals.).
 FM0030
 FM0030.The modeled gravity was interpolated from observed gravity values.
 FM0030
 FM0030;                    North         East    Units  Estimated Accuracy
 FM0030;SPC TX N     - 1,169,160.      128,100.      MT  (+/- 180 meters Scaled)
 FM0030
 FM0030                          SUPERSEDED SURVEY CONTROL
 FM0030
 FM0030  NGVD 29 (??/??/92)  978.899  (m)         3211.60   (f) ADJ UNCH    1 2
 FM0030
 FM0030.Superseded values are not recommended for survey control.
 FM0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0030.See file dsdata.txt to determine how the superseded data were derived.
 FM0030
 FM0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV454343(NAD 83)
 FM0030_MARKER: DB = BENCH MARK DISK
 FM0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0030_SP_SET: ABUTMENT
 FM0030_STAMPING: J-236 1933
 FM0030_MARK LOGO: CGS   
 FM0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0030
 FM0030  HISTORY     - Date     Condition        Report By
 FM0030  HISTORY     - 1933     MONUMENTED       CGS
 FM0030  HISTORY     - 1985     GOOD             NGS
 FM0030
 FM0030                          STATION DESCRIPTION
 FM0030
 FM0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0030'2.6 MI NW FROM TASCOSA.
 FM0030'2.6 MILES NORTH WEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0030'RAILROAD.  AT BRIDGE OVER CANADIAN RIVER NO. 375-02.  ONE POLE NORTH
 FM0030'WEST OF MILE POLE NO. 375.  SET IN CONCRETE ABUTMENT, SOUTH WEST SIDE
 FM0030'OF SOUTH EAST END.
 FM0030
 FM0030                          STATION RECOVERY (1985)
 FM0030
 FM0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0030'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  54.0 KM
 FM0030'(33.4 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION WITH
 FM0030'U.S.HIGHWAY 66 IN AMARILLO, THENCE 1.2 KM (0.75 MI) NORTHWESTERLY
 FM0030'ALONG U.S. HIGHWAY 385, THENCE 3.3 KM (2.05 MI) NORTHWEST ALONG THE
 FM0030'BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0021 ***********************************************************************
 GL0021  DESIGNATION -  J 237
 GL0021  PID         -  GL0021
 GL0021  STATE/COUNTY-  TX/DALLAM
 GL0021  USGS QUAD   -  DALHART EAST (1973)
 GL0021
 GL0021                         *CURRENT SURVEY CONTROL
 GL0021  ___________________________________________________________________
 GL0021* NAD 83(1986)-  36 04 58.     (N)    102 29 39.     (W)     SCALED    
 GL0021* NAVD 88     -      1217.385  (meters)    3994.04   (feet)  ADJUSTED  
 GL0021  ___________________________________________________________________
 GL0021  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 GL0021  DYNAMIC HT  -        1215.973 (meters)    3989.40  (feet)  COMP
 GL0021  MODELED GRAV-     979,431.1   (mgal)                       NAVD 88
 GL0021
 GL0021  VERT ORDER  -  FIRST     CLASS II
 GL0021
 GL0021.The horizontal coordinates were scaled from a topographic map and have
 GL0021.an estimated accuracy of +/- 6 seconds.
 GL0021
 GL0021.The orthometric height was determined by differential leveling
 GL0021.and adjusted by the National Geodetic Survey in June 1991..
 GL0021
 GL0021.The geoid height was determined by GEOID03.
 GL0021
 GL0021.The dynamic height is computed by dividing the NAVD 88
 GL0021.geopotential number by the normal gravity value computed on the
 GL0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0021.degrees latitude (g = 980.6199 gals.).
 GL0021
 GL0021.The modeled gravity was interpolated from observed gravity values.
 GL0021
 GL0021;                    North         East    Units  Estimated Accuracy
 GL0021;SPC TX N     - 1,231,510.      110,460.      MT  (+/- 180 meters Scaled)
 GL0021
 GL0021                          SUPERSEDED SURVEY CONTROL
 GL0021
 GL0021.No superseded survey control is available for this station.
 GL0021
 GL0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV256960(NAD 83)
 GL0021_MARKER: DB = BENCH MARK DISK
 GL0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0021_STAMPING: J-237, 1933
 GL0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0021+STABILITY: SURFACE MOTION
 GL0021
 GL0021  HISTORY     - Date     Condition        Report By
 GL0021  HISTORY     - 1933     MONUMENTED       CGS
 GL0021  HISTORY     - 1944     GOOD             NGS
 GL0021
 GL0021                          STATION DESCRIPTION
 GL0021
 GL0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0021'1.8 MI NE FROM DALHART.
 GL0021'1.8 MILES NORTH EAST OF DALHART DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GL0021'AT PUBLIC CROSSING, AT RAILROAD CROSSING, 23 1/2 POLES SOUTH WEST OF
 GL0021'MILE POLE NO. 543.  18 FEET NORTH EAST OF ELECTRIC CONTROL BOX, 21
 GL0021'FEET NORTH WEST OF GUY POLE FOR POWER LINE AND 90 FEET SOUTH EAST OF
 GL0021'THE CENTER LINE OF THE TRACKS.
 GL0021
 GL0021                          STATION RECOVERY (1944)
 GL0021
 GL0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 GL0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0964 ***********************************************************************
 BZ0964  DESIGNATION -  J 239
 BZ0964  PID         -  BZ0964
 BZ0964  STATE/COUNTY-  TX/BELL
 BZ0964  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ0964
 BZ0964                         *CURRENT SURVEY CONTROL
 BZ0964  ___________________________________________________________________
 BZ0964* NAD 83(1986)-  31 05 46.     (N)    097 50 07.     (W)     SCALED    
 BZ0964* NAVD 88     -       292.791  (meters)     960.60   (feet)  ADJUSTED  
 BZ0964  ___________________________________________________________________
 BZ0964  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BZ0964  DYNAMIC HT  -         292.398 (meters)     959.31  (feet)  COMP
 BZ0964  MODELED GRAV-     979,291.8   (mgal)                       NAVD 88
 BZ0964
 BZ0964  VERT ORDER  -  FIRST     CLASS II
 BZ0964
 BZ0964.The horizontal coordinates were scaled from a topographic map and have
 BZ0964.an estimated accuracy of +/- 6 seconds.
 BZ0964
 BZ0964.The orthometric height was determined by differential leveling
 BZ0964.and adjusted by the National Geodetic Survey in June 1991..
 BZ0964
 BZ0964.The geoid height was determined by GEOID03.
 BZ0964
 BZ0964.The dynamic height is computed by dividing the NAVD 88
 BZ0964.geopotential number by the normal gravity value computed on the
 BZ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0964.degrees latitude (g = 980.6199 gals.).
 BZ0964
 BZ0964.The modeled gravity was interpolated from observed gravity values.
 BZ0964
 BZ0964;                    North         East    Units  Estimated Accuracy
 BZ0964;SPC TX C     - 3,161,140.      938,290.      MT  (+/- 180 meters Scaled)
 BZ0964
 BZ0964                          SUPERSEDED SURVEY CONTROL
 BZ0964
 BZ0964  NGVD 29 (??/??/92)  292.708  (m)          960.33   (f) ADJ UNCH    1 2
 BZ0964
 BZ0964.Superseded values are not recommended for survey control.
 BZ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0964.See file dsdata.txt to determine how the superseded data were derived.
 BZ0964
 BZ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV110408(NAD 83)
 BZ0964_MARKER: DB = BENCH MARK DISK
 BZ0964_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0964_SP_SET: CULVERT
 BZ0964_STAMPING: J 239 1953
 BZ0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0964
 BZ0964  HISTORY     - Date     Condition        Report By
 BZ0964  HISTORY     - 1953     MONUMENTED       CGS
 BZ0964  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0964
 BZ0964                          STATION DESCRIPTION
 BZ0964
 BZ0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0964'8.2 MI SW FROM KILLEEN.
 BZ0964'8.2 MILES SOUTHWEST OF KILLEEN, BELL COUNTY, FROM THE GULF, COLORADO
 BZ0964'AND SANTA FE RAILWAY STATION, 0.1 MILE SOUTH ALONG AN OILED STREET,
 BZ0964'6.4 MILES WEST ALONG U. S. HIGHWAY 190, 1.8 MILES SOUTH ALONG A ROAD
 BZ0964'LEADING TO GRAY AFB, 35.5 FEET EAST OF THE CENTERLINE OF THE ROAD, AT
 BZ0964'A 20-FOOT CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF THE EAST
 BZ0964'HEADWALL, AND ABOUT 4 FEET LOWER THAN THE ROAD.
 BZ0964
 BZ0964                          STATION RECOVERY (1983)
 BZ0964
 BZ0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0478 ***********************************************************************
 BM0478  DESIGNATION -  J 240
 BM0478  PID         -  BM0478
 BM0478  STATE/COUNTY-  TX/TRAVIS
 BM0478  USGS QUAD   -  ELGIN WEST (1982)
 BM0478
 BM0478                         *CURRENT SURVEY CONTROL
 BM0478  ___________________________________________________________________
 BM0478* NAD 83(1986)-  30 19 18.     (N)    097 25 53.     (W)     SCALED    
 BM0478* NAVD 88     -       150.14   (+/-2cm)     492.6    (feet)  VERTCON   
 BM0478  ___________________________________________________________________
 BM0478  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0478
 BM0478  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0478
 BM0478.The horizontal coordinates were scaled from a topographic map and have
 BM0478.an estimated accuracy of +/- 6 seconds.
 BM0478
 BM0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0478.The vertical order pertains to the NGVD 29 superseded value.
 BM0478
 BM0478.The geoid height was determined by GEOID03.
 BM0478
 BM0478;                    North         East    Units  Estimated Accuracy
 BM0478;SPC TX C     - 3,076,250.      979,050.      MT  (+/- 180 meters Scaled)
 BM0478
 BM0478                          SUPERSEDED SURVEY CONTROL
 BM0478
 BM0478  NGVD 29 (??/??/92)  150.062  (m)          492.33   (f) ADJ UNCH    1 2
 BM0478
 BM0478.Superseded values are not recommended for survey control.
 BM0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0478.See file dsdata.txt to determine how the superseded data were derived.
 BM0478
 BM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU508554(NAD 83)
 BM0478_MARKER: DB = BENCH MARK DISK
 BM0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0478_STAMPING: J 240 1953
 BM0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0478+STABILITY: SURFACE MOTION
 BM0478
 BM0478  HISTORY     - Date     Condition        Report By
 BM0478  HISTORY     - 1953     MONUMENTED       CGS
 BM0478  HISTORY     - 1990     GOOD             USPSQD
 BM0478  HISTORY     - 19990123 GOOD             USPSQD
 BM0478  HISTORY     - 20030308 GOOD             USPSQD
 BM0478
 BM0478                          STATION DESCRIPTION
 BM0478
 BM0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0478'4.3 MI W FROM ELGIN.
 BM0478'4.3 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0478'STATION AT ELGIN, 108 FEET NORTHEAST OF MILEPOST 92, 40 FEET NORTHWEST
 BM0478'OF THE CENTER OF A GRAVELED ROAD CROSSING, 34.6 FEET NORTHWEST OF THE
 BM0478'NORTHWEST RAIL, 47.6 FEET EAST OF A POWER POLE, 3 FEET NORTHEAST OF A
 BM0478'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 BM0478'FOOT ABOVE THE GROUND.
 BM0478
 BM0478                          STATION RECOVERY (1990)
 BM0478
 BM0478'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMT)
 BM0478'RECOVERED IN GOOD CONDITION.
 BM0478
 BM0478                          STATION RECOVERY (1999)
 BM0478
 BM0478'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0478'RECOVERED IN GOOD CONDITION.
 BM0478
 BM0478                          STATION RECOVERY (2003)
 BM0478
 BM0478'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0299 ***********************************************************************
 GL0299  DESIGNATION -  J 241
 GL0299  PID         -  GL0299
 GL0299  STATE/COUNTY-  TX/DALLAM
 GL0299  USGS QUAD   -  BOLIN NE (1973)
 GL0299
 GL0299                         *CURRENT SURVEY CONTROL
 GL0299  ___________________________________________________________________
 GL0299* NAD 83(1986)-  36 14 25.     (N)    102 30 54.     (W)     SCALED    
 GL0299* NAVD 88     -      1251.278  (meters)    4105.23   (feet)  ADJUSTED  
 GL0299  ___________________________________________________________________
 GL0299  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 GL0299  DYNAMIC HT  -        1249.842 (meters)    4100.52  (feet)  COMP
 GL0299  MODELED GRAV-     979,441.4   (mgal)                       NAVD 88
 GL0299
 GL0299  VERT ORDER  -  FIRST     CLASS II
 GL0299
 GL0299.The horizontal coordinates were scaled from a topographic map and have
 GL0299.an estimated accuracy of +/- 6 seconds.
 GL0299
 GL0299.The orthometric height was determined by differential leveling
 GL0299.and adjusted by the National Geodetic Survey in June 1991..
 GL0299
 GL0299.The geoid height was determined by GEOID03.
 GL0299
 GL0299.The dynamic height is computed by dividing the NAVD 88
 GL0299.geopotential number by the normal gravity value computed on the
 GL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0299.degrees latitude (g = 980.6199 gals.).
 GL0299
 GL0299.The modeled gravity was interpolated from observed gravity values.
 GL0299
 GL0299;                    North         East    Units  Estimated Accuracy
 GL0299;SPC TX N     - 1,249,010.      108,760.      MT  (+/- 180 meters Scaled)
 GL0299
 GL0299                          SUPERSEDED SURVEY CONTROL
 GL0299
 GL0299.No superseded survey control is available for this station.
 GL0299
 GL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA233134(NAD 83)
 GL0299_MARKER: DB = BENCH MARK DISK
 GL0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0299_STAMPING: J-241 1933
 GL0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0299+STABILITY: SURFACE MOTION
 GL0299
 GL0299  HISTORY     - Date     Condition        Report By
 GL0299  HISTORY     - 1933     MONUMENTED       CGS
 GL0299  HISTORY     - 1973     GOOD             USGS
 GL0299  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0299
 GL0299                          STATION DESCRIPTION
 GL0299
 GL0299'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GL0299'13.0 MI N FROM DALHART.
 GL0299'13.0 MILES NORTH ALONG US HIGHWAY 385 FROM THE FIRST NATIONAL BANK AT
 GL0299'DALHART, DALLAM COUNTY, 0.4 MILE EAST OF HIGHWAY ALONG A FARM ROAD
 GL0299'(OLD STATE HWY 41) TO EAST, 30 FEET NORTH OF CENTER OF ROAD AT FENCE
 GL0299'NORTH, 0.5 FEET WEST OF N-S FENCE LINE.  A STANDARD DISK STAMPED J-241
 GL0299'1933 AND SET IN TOP OF A CONCRETE POST.
 GL0299
 GL0299                          STATION RECOVERY (1985)
 GL0299
 GL0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0299'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0404 ***********************************************************************
 FM0404  DESIGNATION -  J 243 RESET 1967
 FM0404  PID         -  FM0404
 FM0404  STATE/COUNTY-  TX/OLDHAM
 FM0404  USGS QUAD   -  ADRIAN (1966)
 FM0404
 FM0404                         *CURRENT SURVEY CONTROL
 FM0404  ___________________________________________________________________
 FM0404* NAD 83(1986)-  35 16 14.     (N)    102 42 24.     (W)     SCALED    
 FM0404* NAVD 88     -      1248.00   (meters)    4094.5    (feet)  RESET     
 FM0404  ___________________________________________________________________
 FM0404  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 FM0404
 FM0404  VERT ORDER  -  THIRD
 FM0404
 FM0404.The horizontal coordinates were scaled from a topographic map and have
 FM0404.an estimated accuracy of +/- 6 seconds.
 FM0404
 FM0404.The orthometric height was computed from unverified reset data.
 FM0404
 FM0404.The geoid height was determined by GEOID03.
 FM0404
 FM0404;                    North         East    Units  Estimated Accuracy
 FM0404;SPC TX N     - 1,141,620.       90,220.      MT  (+/- 180 meters Scaled)
 FM0404
 FM0404                          SUPERSEDED SURVEY CONTROL
 FM0404
 FM0404.No superseded survey control is available for this station.
 FM0404
 FM0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV085054(NAD 83)
 FM0404_MARKER: DB = BENCH MARK DISK
 FM0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0404_STAMPING: J 243 RESET 1967
 FM0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0404+STABILITY: SURFACE MOTION
 FM0404
 FM0404  HISTORY     - Date     Condition        Report By
 FM0404  HISTORY     - 1967     MONUMENTED       TXHD
 FM0404
 FM0404                          STATION DESCRIPTION
 FM0404
 FM0404'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1967
 FM0404'2.2 MI W FROM ADRIAN.
 FM0404'2.2 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FM0404'FROM THE STATION AT ADRIAN, 95 FEET SOUTH OF MILE POST 811, 48 FEET
 FM0404'SOUTH OF THE CENTER LINE OF THE TRACK, 161 FEET NORTH OF THE CENTER
 FM0404'LINE OF INTERSTATE HIGHWAY 40, 11 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 FM0404'OF INTERSTATE HIGHWAY 40 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0594 ***********************************************************************
 DN0594  DESIGNATION -  J 244
 DN0594  PID         -  DN0594
 DN0594  STATE/COUNTY-  TX/COOKE
 DN0594  USGS QUAD   -  GAINESVILLE SOUTH (1978)
 DN0594
 DN0594                         *CURRENT SURVEY CONTROL
 DN0594  ___________________________________________________________________
 DN0594* NAD 83(1986)-  33 36 54.     (N)    097 08 00.     (W)     SCALED    
 DN0594* NAVD 88     -       223.475  (meters)     733.18   (feet)  ADJUSTED  
 DN0594  ___________________________________________________________________
 DN0594  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0594  DYNAMIC HT  -         223.243 (meters)     732.42  (feet)  COMP
 DN0594  MODELED GRAV-     979,591.9   (mgal)                       NAVD 88
 DN0594
 DN0594  VERT ORDER  -  SECOND    CLASS 0
 DN0594
 DN0594.The horizontal coordinates were scaled from a topographic map and have
 DN0594.an estimated accuracy of +/- 6 seconds.
 DN0594
 DN0594.The orthometric height was determined by differential leveling
 DN0594.and adjusted by the National Geodetic Survey in June 1991..
 DN0594
 DN0594.The geoid height was determined by GEOID03.
 DN0594
 DN0594.The dynamic height is computed by dividing the NAVD 88
 DN0594.geopotential number by the normal gravity value computed on the
 DN0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0594.degrees latitude (g = 980.6199 gals.).
 DN0594
 DN0594.The modeled gravity was interpolated from observed gravity values.
 DN0594
 DN0594;                    North         East    Units  Estimated Accuracy
 DN0594;SPC TXNC     - 2,216,880.      726,810.      MT  (+/- 180 meters Scaled)
 DN0594
 DN0594                          SUPERSEDED SURVEY CONTROL
 DN0594
 DN0594  NGVD 29 (??/??/92)  223.441  (m)          733.07   (f) ADJ UNCH    2 0
 DN0594
 DN0594.Superseded values are not recommended for survey control.
 DN0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0594.See file dsdata.txt to determine how the superseded data were derived.
 DN0594
 DN0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC731210(NAD 83)
 DN0594_MARKER: DB = BENCH MARK DISK
 DN0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0594_STAMPING: J 244 1934
 DN0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0594+STABILITY: SURFACE MOTION
 DN0594
 DN0594  HISTORY     - Date     Condition        Report By
 DN0594  HISTORY     - 1934     MONUMENTED       CGS
 DN0594  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 DN0594
 DN0594                          STATION DESCRIPTION
 DN0594
 DN0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0594'IN GAINESVILLE.
 DN0594'AT GAINESVILLE, COOKE COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0594'TEXAS, AT THE CROSSING OF GRAND AVENUE, ABOUT 20 FEET WEST OF THE
 DN0594'CENTER LINE OF THE AVENUE, ABOUT 40 FEET SOUTH OF THE TRACK, AND IN A
 DN0594'FENCE CORNER.  A STANDARD DISK, STAMPED J 244 1934 AND SET IN THE TOP
 DN0594'OF A CONCRETE POST.
 DN0594
 DN0594                          STATION RECOVERY (1995)
 DN0594
 DN0594'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0486 ***********************************************************************
 DN0486  DESIGNATION -  J 246
 DN0486  PID         -  DN0486
 DN0486  STATE/COUNTY-  TX/GRAYSON
 DN0486  USGS QUAD   -  DENISON DAM (1973)
 DN0486
 DN0486                         *CURRENT SURVEY CONTROL
 DN0486  ___________________________________________________________________
 DN0486* NAD 83(1986)-  33 45 16.     (N)    096 33 53.     (W)     SCALED    
 DN0486* NAVD 88     -       226.961  (meters)     744.62   (feet)  ADJUSTED  
 DN0486  ___________________________________________________________________
 DN0486  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DN0486  DYNAMIC HT  -         226.717 (meters)     743.82  (feet)  COMP
 DN0486  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 DN0486
 DN0486  VERT ORDER  -  SECOND    CLASS 0
 DN0486
 DN0486.The horizontal coordinates were scaled from a topographic map and have
 DN0486.an estimated accuracy of +/- 6 seconds.
 DN0486
 DN0486.The orthometric height was determined by differential leveling
 DN0486.and adjusted by the National Geodetic Survey in June 1991..
 DN0486
 DN0486.The geoid height was determined by GEOID03.
 DN0486
 DN0486.The dynamic height is computed by dividing the NAVD 88
 DN0486.geopotential number by the normal gravity value computed on the
 DN0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0486.degrees latitude (g = 980.6199 gals.).
 DN0486
 DN0486.The modeled gravity was interpolated from observed gravity values.
 DN0486
 DN0486;                    North         East    Units  Estimated Accuracy
 DN0486;SPC TXNC     - 2,233,170.      779,280.      MT  (+/- 180 meters Scaled)
 DN0486
 DN0486                          SUPERSEDED SURVEY CONTROL
 DN0486
 DN0486  NGVD 29 (??/??/92)  226.93   (m)          744.5    (f) COMPUTED    2 0
 DN0486
 DN0486.Superseded values are not recommended for survey control.
 DN0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0486.See file dsdata.txt to determine how the superseded data were derived.
 DN0486
 DN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC255375(NAD 83)
 DN0486_MARKER: DB = BENCH MARK DISK
 DN0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0486_STAMPING: J 246 1934
 DN0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0486+STABILITY: SURFACE MOTION
 DN0486
 DN0486  HISTORY     - Date     Condition        Report By
 DN0486  HISTORY     - 1934     MONUMENTED       CGS
 DN0486  HISTORY     - 1955     MARK NOT FOUND   USGS
 DN0486  HISTORY     - 19951111 MARK NOT FOUND   USPSQD
 DN0486
 DN0486                          STATION DESCRIPTION
 DN0486
 DN0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0486'1.4 MI W FROM DENISON.
 DN0486'1.4 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 DN0486'THE STATION AT DENISON, GRAYSON COUNTY, ABOUT 150 FEET NORTH OF
 DN0486'MILEPOST 663, AT THE CROSSING OF THE ROAD LEADING TO THE KATY GOLF
 DN0486'CLUB, ABOUT 50 FEET NORTH OF THE MAIN TRACK, AND 20 FEET EAST OF THE
 DN0486'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED J 246 1934 AND SET
 DN0486'IN THE TOP OF A CONCRETE POST.
 DN0486
 DN0486                          STATION RECOVERY (1955)
 DN0486
 DN0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DN0486'MARK NOT FOUND.
 DN0486
 DN0486                          STATION RECOVERY (1995)
 DN0486
 DN0486'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0642 ***********************************************************************
 DN0642  DESIGNATION -  J 247
 DN0642  PID         -  DN0642
 DN0642  STATE/COUNTY-  TX/DENTON
 DN0642  USGS QUAD   -  SANGER (1978)
 DN0642
 DN0642                         *CURRENT SURVEY CONTROL
 DN0642  ___________________________________________________________________
 DN0642* NAD 83(1986)-  33 19 04.     (N)    097 10 28.     (W)     SCALED    
 DN0642* NAVD 88     -       190.818  (meters)     626.04   (feet)  ADJUSTED  
 DN0642  ___________________________________________________________________
 DN0642  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DN0642  DYNAMIC HT  -         190.611 (meters)     625.36  (feet)  COMP
 DN0642  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 DN0642
 DN0642  VERT ORDER  -  SECOND    CLASS 0
 DN0642
 DN0642.The horizontal coordinates were scaled from a topographic map and have
 DN0642.an estimated accuracy of +/- 6 seconds.
 DN0642
 DN0642.The orthometric height was determined by differential leveling
 DN0642.and adjusted by the National Geodetic Survey in June 1991..
 DN0642
 DN0642.The geoid height was determined by GEOID03.
 DN0642
 DN0642.The dynamic height is computed by dividing the NAVD 88
 DN0642.geopotential number by the normal gravity value computed on the
 DN0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0642.degrees latitude (g = 980.6199 gals.).
 DN0642
 DN0642.The modeled gravity was interpolated from observed gravity values.
 DN0642
 DN0642;                    North         East    Units  Estimated Accuracy
 DN0642;SPC TXNC     - 2,183,870.      723,410.      MT  (+/- 180 meters Scaled)
 DN0642
 DN0642                          SUPERSEDED SURVEY CONTROL
 DN0642
 DN0642  NGVD 29 (??/??/92)  190.808  (m)          626.01   (f) ADJ UNCH    2 0
 DN0642
 DN0642.Superseded values are not recommended for survey control.
 DN0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0642.See file dsdata.txt to determine how the superseded data were derived.
 DN0642
 DN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB699880(NAD 83)
 DN0642_MARKER: DB = BENCH MARK DISK
 DN0642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0642_SP_SET: BRIDGE
 DN0642_STAMPING: J-247 1934
 DN0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0642
 DN0642  HISTORY     - Date     Condition        Report By
 DN0642  HISTORY     - 1934     MONUMENTED       CGS
 DN0642  HISTORY     - 19950630 GOOD             USPSQD
 DN0642  HISTORY     - 20021025 MARK NOT FOUND   JCLS
 DN0642  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0642
 DN0642                          STATION DESCRIPTION
 DN0642
 DN0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0642'3.3 MI S FROM SANGER.
 DN0642'3.3 MI SOUTH OF SANGER G.C. AND S.F. RR DEPOT.  JUST NORTH OF A WOOD
 DN0642'UNDERPASS U. S. 77.  IN A GULF COLORADO AND SANTA FE CONCRETE BRIDGE
 DN0642'NUMBER 388 A.
 DN0642
 DN0642                          STATION RECOVERY (1995)
 DN0642
 DN0642'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0642'RECOVERED IN GOOD CONDITION.
 DN0642
 DN0642                          STATION RECOVERY (2002)
 DN0642
 DN0642'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DN0642'MARK NOT FOUND.
 DN0642
 DN0642                          STATION RECOVERY (2005)
 DN0642
 DN0642'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1281 ***********************************************************************
 FL1281  DESIGNATION -  J 248
 FL1281  PID         -  FL1281
 FL1281  STATE/COUNTY-  TX/POTTER
 FL1281  USGS QUAD   -  AMARILLO EAST (1973)
 FL1281
 FL1281                         *CURRENT SURVEY CONTROL
 FL1281  ___________________________________________________________________
 FL1281* NAD 83(1986)-  35 12 12.     (N)    101 52 25.     (W)     SCALED    
 FL1281* NAVD 88     -      1119.140  (meters)    3671.71   (feet)  ADJUSTED  
 FL1281  ___________________________________________________________________
 FL1281  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL1281  DYNAMIC HT  -        1117.811 (meters)    3667.35  (feet)  COMP
 FL1281  MODELED GRAV-     979,408.0   (mgal)                       NAVD 88
 FL1281
 FL1281  VERT ORDER  -  SECOND    CLASS 0
 FL1281
 FL1281.The horizontal coordinates were scaled from a topographic map and have
 FL1281.an estimated accuracy of +/- 6 seconds.
 FL1281
 FL1281.The orthometric height was determined by differential leveling
 FL1281.and adjusted by the National Geodetic Survey in June 1991..
 FL1281
 FL1281.The geoid height was determined by GEOID03.
 FL1281
 FL1281.The dynamic height is computed by dividing the NAVD 88
 FL1281.geopotential number by the normal gravity value computed on the
 FL1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1281.degrees latitude (g = 980.6199 gals.).
 FL1281
 FL1281.The modeled gravity was interpolated from observed gravity values.
 FL1281
 FL1281;                    North         East    Units  Estimated Accuracy
 FL1281;SPC TX N     - 1,133,560.      165,980.      MT  (+/- 180 meters Scaled)
 FL1281
 FL1281                          SUPERSEDED SURVEY CONTROL
 FL1281
 FL1281  NGVD 29 (??/??/92) 1118.627  (m)         3670.03   (f) ADJ UNCH    2 0
 FL1281
 FL1281.Superseded values are not recommended for survey control.
 FL1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1281.See file dsdata.txt to determine how the superseded data were derived.
 FL1281
 FL1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD383993(NAD 83)
 FL1281_MARKER: DB = BENCH MARK DISK
 FL1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1281_STAMPING: J-248 1934
 FL1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1281+STABILITY: SURFACE MOTION
 FL1281
 FL1281  HISTORY     - Date     Condition        Report By
 FL1281  HISTORY     - 1934     MONUMENTED       CGS
 FL1281
 FL1281                          STATION DESCRIPTION
 FL1281
 FL1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL1281'IN AMARILLO.
 FL1281'78 FEET SOUTHWEST OF MILE POST 763.  33 FEET SOUTH OF CENTERLINE OF
 FL1281'ROCK ISLAND RAILROAD.  51 FEET NORTH OF CENTERLINE OF TENTH STREET.
 FL1281'200 FEET WEST OF YARD LIMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2053 ***********************************************************************
 BY2053  DESIGNATION -  J 249
 BY2053  PID         -  BY2053
 BY2053  STATE/COUNTY-  TX/ANDERSON
 BY2053  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2053
 BY2053                         *CURRENT SURVEY CONTROL
 BY2053  ___________________________________________________________________
 BY2053* NAD 83(1986)-  31 42 45.     (N)    095 42 25.     (W)     SCALED    
 BY2053* NAVD 88     -        99.430  (meters)     326.21   (feet)  ADJUSTED  
 BY2053  ___________________________________________________________________
 BY2053  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2053  DYNAMIC HT  -          99.309 (meters)     325.82  (feet)  COMP
 BY2053  MODELED GRAV-     979,423.0   (mgal)                       NAVD 88
 BY2053
 BY2053  VERT ORDER  -  FIRST     CLASS II
 BY2053
 BY2053.The horizontal coordinates were scaled from a topographic map and have
 BY2053.an estimated accuracy of +/- 6 seconds.
 BY2053
 BY2053.The orthometric height was determined by differential leveling
 BY2053.and adjusted by the National Geodetic Survey in June 1991..
 BY2053
 BY2053.The geoid height was determined by GEOID03.
 BY2053
 BY2053.The dynamic height is computed by dividing the NAVD 88
 BY2053.geopotential number by the normal gravity value computed on the
 BY2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2053.degrees latitude (g = 980.6199 gals.).
 BY2053
 BY2053.The modeled gravity was interpolated from observed gravity values.
 BY2053
 BY2053;                    North         East    Units  Estimated Accuracy
 BY2053;SPC TX C     - 3,235,920.    1,138,380.      MT  (+/- 180 meters Scaled)
 BY2053
 BY2053                          SUPERSEDED SURVEY CONTROL
 BY2053
 BY2053  NGVD 29 (??/??/92)   99.404  (m)          326.13   (f) ADJ UNCH    1 2
 BY2053
 BY2053.Superseded values are not recommended for survey control.
 BY2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2053.See file dsdata.txt to determine how the superseded data were derived.
 BY2053
 BY2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR434117(NAD 83)
 BY2053_MARKER: DB = BENCH MARK DISK
 BY2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2053_STAMPING: J 249 1952
 BY2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2053+STABILITY: SURFACE MOTION
 BY2053
 BY2053  HISTORY     - Date     Condition        Report By
 BY2053  HISTORY     - 1952     MONUMENTED       CGS
 BY2053  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2053  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2053
 BY2053                          STATION DESCRIPTION
 BY2053
 BY2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2053'5.55 MI SW FROM PALESTINE.
 BY2053'0.75 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2053'RAILROAD FROM THE STATION AT PALESTINE, THENCE 4.8 MILES SOUTHWEST
 BY2053'ALONG U.S. HIGHWAYS 79 AND 84, 93 FEET NORTHWEST OF THE CENTER LINE OF
 BY2053'THE HIGHWAY, 39 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD
 BY2053'LEADING NORTHWEST TO A ROCK FARMHOUSE, 15 FEET EAST OF A 20 INCH GUM
 BY2053'TREE, 15 FEET SOUTH OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST,
 BY2053'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 BY2053'GROUND.
 BY2053
 BY2053                          STATION RECOVERY (1977)
 BY2053
 BY2053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2053'MARK NOT FOUND.
 BY2053
 BY2053                          STATION RECOVERY (1980)
 BY2053
 BY2053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1048 ***********************************************************************
 AY1048  DESIGNATION -  J 25
 AY1048  PID         -  AY1048
 AY1048  STATE/COUNTY-  TX/BEXAR
 AY1048  USGS QUAD   -  HELOTES (1992)
 AY1048
 AY1048                         *CURRENT SURVEY CONTROL
 AY1048  ___________________________________________________________________
 AY1048* NAD 83(1986)-  29 34 26.     (N)    098 41 17.     (W)     SCALED    
 AY1048* NAVD 88     -       314.25   (+/-2cm)    1031.0    (feet)  VERTCON   
 AY1048  ___________________________________________________________________
 AY1048  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AY1048
 AY1048  VERT ORDER  -  THIRD (See Below)
 AY1048
 AY1048.The horizontal coordinates were scaled from a topographic map and have
 AY1048.an estimated accuracy of +/- 6 seconds.
 AY1048
 AY1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1048.The vertical order pertains to the NGVD 29 superseded value.
 AY1048
 AY1048.The geoid height was determined by GEOID03.
 AY1048
 AY1048;                    North         East    Units  Estimated Accuracy
 AY1048;SPC TXSC     - 4,192,940.      630,220.      MT  (+/- 180 meters Scaled)
 AY1048
 AY1048                          SUPERSEDED SURVEY CONTROL
 AY1048
 AY1048  NGVD 29 (01/29/03)  314.13   (m)         1030.6    (f) RESET       3  
 AY1048
 AY1048.Superseded values are not recommended for survey control.
 AY1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1048.See file dsdata.txt to determine how the superseded data were derived.
 AY1048
 AY1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT302716(NAD 83)
 AY1048_MARKER: DD = SURVEY DISK
 AY1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1048_STAMPING: J 25 1030.265
 AY1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1048+STABILITY: SURFACE MOTION
 AY1048
 AY1048  HISTORY     - Date     Condition        Report By
 AY1048  HISTORY     - UNK      MONUMENTED       TXHD
 AY1048  HISTORY     - 1970     GOOD             NGS
 AY1048  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1048
 AY1048                          STATION DESCRIPTION
 AY1048
 AY1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AY1048'8.6 MI NW FROM SAN ANTONIO.
 AY1048'ABOUT 8.6 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 AY1048'WITH INTERSTATE 410 IN THE NORTHERN PART OF SAN ANTONIO TO SITE OF
 AY1048'BENCH MARK, 0.2 MILE SOUTHEAST OF THE POST OFFICE AT HELOTES, 106 FEET
 AY1048'NORTHEAST OF THE HIGHWAY CENTER LINE, 38 FEET SOUTHWEST OF A
 AY1048'RIGHT-OF-WAY MARKER, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE, BETWEEN
 AY1048'TWO 4 X 4 IN. WOODEN WITNESS POSTS, AND AT HIGHWAY STATION 500 + 92. A
 AY1048'TEXAS HIGHWAY DEPARTMENT BRONZE DISK, STAMPED J 25 1030.265, IS SET ON
 AY1048'TOP OF AN IRON ROD IN A 20 FEET CONCRETE SHAFT.  THE MARK IS 10 IN. IN
 AY1048'DIAMETER AND FLUSH WITH THE SURFACE OF GROUND.
 AY1048
 AY1048                          STATION RECOVERY (2002)
 AY1048
 AY1048'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0360 ***********************************************************************
 BP0360  DESIGNATION -  J 25 USGS
 BP0360  PID         -  BP0360
 BP0360  STATE/COUNTY-  TX/BREWSTER
 BP0360  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0360
 BP0360                         *CURRENT SURVEY CONTROL
 BP0360  ___________________________________________________________________
 BP0360* NAD 83(1986)-  30 21 30.     (N)    103 39 48.     (W)     SCALED    
 BP0360* NAVD 88     -      1366.080  (meters)    4481.88   (feet)  ADJUSTED  
 BP0360  ___________________________________________________________________
 BP0360  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 BP0360  DYNAMIC HT  -        1363.867 (meters)    4474.62  (feet)  COMP
 BP0360  MODELED GRAV-     978,973.2   (mgal)                       NAVD 88
 BP0360  OBS GRAVITY -     978,975.9   (mgal)                       GRAV_OBS
 BP0360
 BP0360  VERT ORDER  -  FIRST     CLASS I
 BP0360
 BP0360.The horizontal coordinates were scaled from a topographic map and have
 BP0360.an estimated accuracy of +/- 6 seconds.
 BP0360
 BP0360.The orthometric height was determined by differential leveling
 BP0360.and adjusted by the National Geodetic Survey in June 1991..
 BP0360.WARNING-Repeat measurements at this control monument indicate possible
 BP0360.vertical movement.
 BP0360
 BP0360.The geoid height was determined by GEOID03.
 BP0360
 BP0360.The dynamic height is computed by dividing the NAVD 88
 BP0360.geopotential number by the normal gravity value computed on the
 BP0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0360.degrees latitude (g = 980.6199 gals.).
 BP0360
 BP0360.The modeled gravity was interpolated from observed gravity values.
 BP0360.The observed gravity was obtained from relative gravimeter ties
 BP0360.to the IGSN71 gravity network.
 BP0360
 BP0360;                    North         East    Units  Estimated Accuracy
 BP0360;SPC TXSC     - 4,288,790.      151,790.      MT  (+/- 180 meters Scaled)
 BP0360
 BP0360                          SUPERSEDED SURVEY CONTROL
 BP0360
 BP0360  NGVD 29 (??/??/92) 1365.621  (m)         4480.37   (f) ADJ UNCH    1 1
 BP0360
 BP0360.Superseded values are not recommended for survey control.
 BP0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0360.See file dsdata.txt to determine how the superseded data were derived.
 BP0360
 BP0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP284592(NAD 83)
 BP0360_MARKER: DD = SURVEY DISK
 BP0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0360_SP_SET: STEP
 BP0360_STAMPING: J 25 4478 ELEV. 4480.477 FT MARFA
 BP0360_MARK LOGO: USGS  
 BP0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0360
 BP0360  HISTORY     - Date     Condition        Report By
 BP0360  HISTORY     - UNK      MONUMENTED       USGS
 BP0360  HISTORY     - 1957     GOOD             NGS
 BP0360  HISTORY     - 1977     GOOD             NGS
 BP0360  HISTORY     - 1981     GOOD             NGS
 BP0360  HISTORY     - 19961007 GOOD             USPSQD
 BP0360
 BP0360                          STATION DESCRIPTION
 BP0360
 BP0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0360'IN ALPINE.
 BP0360'ABOUT 0.05 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0360'FROM THE STATION AT ALPINE, THENCE 0.05 MILE NORTHWEST ALONG 6TH
 BP0360'STREET, AT THE COUNTY COURTHOUSE, IN THE TOP OF THE NORTHWEST END OF
 BP0360'THE 3RD CONCRETE STEP AT THE NORTHEAST ENTRANCE, 4 FEET NORTHWEST OF
 BP0360'THE CENTER LINE OF THE ENTRANCE, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL
 BP0360'OF THE GROUND.
 BP0360
 BP0360                          STATION RECOVERY (1977)
 BP0360
 BP0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0360'RECOVERED IN GOOD CONDITION.
 BP0360
 BP0360                          STATION RECOVERY (1981)
 BP0360
 BP0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0360'IN ALPINE, AT THE INTERSECTION OF WEST AVENUE EAST AND NORTH SIXTH
 BP0360'STREET, IN TOP OF THE NORTHWEST END OF THE 3RD STEP TO THE NORTHWEST
 BP0360'ENTRANCE TO THE COURTHOUSE, 1.2 METERS (3.9 FT) NORTHWEST OF THE
 BP0360'CENTER OF THE ENTRANCE.
 BP0360'THE MARK IS 0.8 M ABOVE THE GROUND.
 BP0360
 BP0360                          STATION RECOVERY (1996)
 BP0360
 BP0360'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1276 ***********************************************************************
 BY1276  DESIGNATION -  J 252
 BY1276  PID         -  BY1276
 BY1276  STATE/COUNTY-  TX/CHEROKEE
 BY1276  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1276
 BY1276                         *CURRENT SURVEY CONTROL
 BY1276  ___________________________________________________________________
 BY1276* NAD 83(1986)-  31 56 17.     (N)    095 15 04.     (W)     SCALED    
 BY1276* NAVD 88     -       144.888  (meters)     475.35   (feet)  ADJUSTED  
 BY1276  ___________________________________________________________________
 BY1276  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BY1276  DYNAMIC HT  -         144.713 (meters)     474.78  (feet)  COMP
 BY1276  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 BY1276
 BY1276  VERT ORDER  -  FIRST     CLASS II
 BY1276
 BY1276.The horizontal coordinates were scaled from a topographic map and have
 BY1276.an estimated accuracy of +/- 6 seconds.
 BY1276
 BY1276.The orthometric height was determined by differential leveling
 BY1276.and adjusted by the National Geodetic Survey in June 1991..
 BY1276
 BY1276.The geoid height was determined by GEOID03.
 BY1276
 BY1276.The dynamic height is computed by dividing the NAVD 88
 BY1276.geopotential number by the normal gravity value computed on the
 BY1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1276.degrees latitude (g = 980.6199 gals.).
 BY1276
 BY1276.The modeled gravity was interpolated from observed gravity values.
 BY1276
 BY1276;                    North         East    Units  Estimated Accuracy
 BY1276;SPC TX C     - 3,262,780.    1,180,400.      MT  (+/- 180 meters Scaled)
 BY1276
 BY1276                          SUPERSEDED SURVEY CONTROL
 BY1276
 BY1276  NGVD 29 (??/??/92)  144.908  (m)          475.42   (f) ADJ UNCH    1 2
 BY1276
 BY1276.Superseded values are not recommended for survey control.
 BY1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1276.See file dsdata.txt to determine how the superseded data were derived.
 BY1276
 BY1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR872357(NAD 83)
 BY1276_MARKER: DB = BENCH MARK DISK
 BY1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1276_STAMPING: J 252 1952
 BY1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1276+STABILITY: SURFACE MOTION
 BY1276
 BY1276  HISTORY     - Date     Condition        Report By
 BY1276  HISTORY     - 1952     MONUMENTED       CGS
 BY1276  HISTORY     - 1973     MARK NOT FOUND   USGS
 BY1276  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1276  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 BY1276
 BY1276                          STATION DESCRIPTION
 BY1276
 BY1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1276'2.0 MI SE FROM JACKSONVILLE.
 BY1276'2.0 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1276'STATION AT JACKSONVILLE, AT THE WILSON AIRPORT, AT THE SOUTH END OF
 BY1276'THE CENTER LINE OF A NORTH AND SOUTH RUNWAY, 115 FEET NORTH OF THE
 BY1276'NORTH RAIL, 16 FEET NORTH OF A FENCE, 1.2 FEET SOUTH OF A LANE FENCE,
 BY1276'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1276'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1276
 BY1276                          STATION RECOVERY (1973)
 BY1276
 BY1276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BY1276'MARK NOT FOUND.
 BY1276
 BY1276                          STATION RECOVERY (1996)
 BY1276
 BY1276'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1276'MARK NOT FOUND.
 BY1276
 BY1276                          STATION RECOVERY (2004)
 BY1276
 BY1276'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 BY1276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0281 ***********************************************************************
 GK0281  DESIGNATION -  J 253
 GK0281  PID         -  GK0281
 GK0281  STATE/COUNTY-  TX/HUTCHINSON
 GK0281  USGS QUAD   -  MORSE (1974)
 GK0281
 GK0281                         *CURRENT SURVEY CONTROL
 GK0281  ___________________________________________________________________
 GK0281* NAD 83(1986)-  36 02 10.     (N)    101 28 26.     (W)     SCALED    
 GK0281* NAVD 88     -       982.415  (meters)    3223.14   (feet)  ADJUSTED  
 GK0281  ___________________________________________________________________
 GK0281  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GK0281  DYNAMIC HT  -         981.330 (meters)    3219.58  (feet)  COMP
 GK0281  MODELED GRAV-     979,495.4   (mgal)                       NAVD 88
 GK0281
 GK0281  VERT ORDER  -  SECOND    CLASS 0
 GK0281
 GK0281.The horizontal coordinates were scaled from a topographic map and have
 GK0281.an estimated accuracy of +/- 6 seconds.
 GK0281
 GK0281.The orthometric height was determined by differential leveling
 GK0281.and adjusted by the National Geodetic Survey in June 1991..
 GK0281
 GK0281.The geoid height was determined by GEOID03.
 GK0281
 GK0281.The dynamic height is computed by dividing the NAVD 88
 GK0281.geopotential number by the normal gravity value computed on the
 GK0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0281.degrees latitude (g = 980.6199 gals.).
 GK0281
 GK0281.The modeled gravity was interpolated from observed gravity values.
 GK0281
 GK0281;                    North         East    Units  Estimated Accuracy
 GK0281;SPC TX N     - 1,225,890.      202,350.      MT  (+/- 180 meters Scaled)
 GK0281
 GK0281                          SUPERSEDED SURVEY CONTROL
 GK0281
 GK0281  NGVD 29 (??/??/92)  981.956  (m)         3221.63   (f) ADJ UNCH    2 0
 GK0281
 GK0281.Superseded values are not recommended for survey control.
 GK0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0281.See file dsdata.txt to determine how the superseded data were derived.
 GK0281
 GK0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE771907(NAD 83)
 GK0281_MARKER: DB = BENCH MARK DISK
 GK0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0281_STAMPING: J-253 1934
 GK0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0281+STABILITY: SURFACE MOTION
 GK0281
 GK0281  HISTORY     - Date     Condition        Report By
 GK0281  HISTORY     - 1934     MONUMENTED       CGS
 GK0281  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0281
 GK0281                          STATION DESCRIPTION
 GK0281
 GK0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0281'1.5 MI S FROM MORSE.
 GK0281'1.6 MILES SOUTH OF C. RI AND G. RR. STATION AT MORSE 264 FEET SOUTH OF
 GK0281'MORSE JUNCTION SIGN POST, WHERE PANHANDLE AND SOUTH FE RAILWAY CROSSES
 GK0281'CHICAGO ROCK ISLAND AND GULF, RAILWAY. 39 FEET EAST OF NEAREST RAIL OF
 GK0281'CHICAGO ROCK ISLAND AND GULF RAILWAY TRACK. 10 FEET SOUTH OF MILEPOLE
 GK0281'73/24.
 GK0281
 GK0281                          STATION RECOVERY (1973)
 GK0281
 GK0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0451 ***********************************************************************
 GK0451  DESIGNATION -  J 254
 GK0451  PID         -  GK0451
 GK0451  STATE/COUNTY-  TX/SHERMAN
 GK0451  USGS QUAD   -  STEVENS SE (1974)
 GK0451
 GK0451                         *CURRENT SURVEY CONTROL
 GK0451  ___________________________________________________________________
 GK0451* NAD 83(1986)-  36 19 42.     (N)    101 47 12.     (W)     SCALED    
 GK0451* NAVD 88     -      1064.602  (meters)    3492.78   (feet)  ADJUSTED  
 GK0451  ___________________________________________________________________
 GK0451  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 GK0451  DYNAMIC HT  -        1063.437 (meters)    3488.96  (feet)  COMP
 GK0451  MODELED GRAV-     979,501.4   (mgal)                       NAVD 88
 GK0451
 GK0451  VERT ORDER  -  SECOND    CLASS 0
 GK0451
 GK0451.The horizontal coordinates were scaled from a topographic map and have
 GK0451.an estimated accuracy of +/- 6 seconds.
 GK0451
 GK0451.The orthometric height was determined by differential leveling
 GK0451.and adjusted by the National Geodetic Survey in June 1991..
 GK0451
 GK0451.The geoid height was determined by GEOID03.
 GK0451
 GK0451.The dynamic height is computed by dividing the NAVD 88
 GK0451.geopotential number by the normal gravity value computed on the
 GK0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0451.degrees latitude (g = 980.6199 gals.).
 GK0451
 GK0451.The modeled gravity was interpolated from observed gravity values.
 GK0451
 GK0451;                    North         East    Units  Estimated Accuracy
 GK0451;SPC TX N     - 1,258,350.      174,260.      MT  (+/- 180 meters Scaled)
 GK0451
 GK0451                          SUPERSEDED SURVEY CONTROL
 GK0451
 GK0451  NGVD 29 (??/??/92) 1064.132  (m)         3491.24   (f) ADJ UNCH    2 0
 GK0451
 GK0451.Superseded values are not recommended for survey control.
 GK0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0451.See file dsdata.txt to determine how the superseded data were derived.
 GK0451
 GK0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF498239(NAD 83)
 GK0451_MARKER: DB = BENCH MARK DISK
 GK0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0451_STAMPING: J 254 1934
 GK0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0451+STABILITY: SURFACE MOTION
 GK0451
 GK0451  HISTORY     - Date     Condition        Report By
 GK0451  HISTORY     - 1934     MONUMENTED       CGS
 GK0451  HISTORY     - 1943     GOOD             NGS
 GK0451  HISTORY     - 1952     MARK NOT FOUND   NGS
 GK0451
 GK0451                          STATION DESCRIPTION
 GK0451
 GK0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0451'16.0 MI SE FROM STRATFORD.
 GK0451'ABOUT 16.0 MILES SOUTHEAST ALONG THE ROAD LEADING TO GRUVER FROM THE
 GK0451'CHICAGO ROCK ISLAND AND GULF RAILROAD STATION AT STRATFORD, SHERMAN
 GK0451'COUNTY, 35.0 FEET WEST OF THE WEST END OF A GATE AT A SECTION LINE
 GK0451'FENCE CORNER, 40.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 GK0451'PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, AND 2.0 FEET SOUTH OF THE
 GK0451'NORTH RIGHT-OF-WAY FENCE.
 GK0451
 GK0451                          STATION RECOVERY (1952)
 GK0451
 GK0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GK0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0340 ***********************************************************************
 GK0340  DESIGNATION -  J 255
 GK0340  PID         -  GK0340
 GK0340  STATE/COUNTY-  TX/OCHILTREE
 GK0340  USGS QUAD   -  WAKA (1973)
 GK0340
 GK0340                         *CURRENT SURVEY CONTROL
 GK0340  ___________________________________________________________________
 GK0340* NAD 83(1986)-  36 18 12.     (N)    101 00 16.     (W)     SCALED    
 GK0340* NAVD 88     -       917.015  (meters)    3008.57   (feet)  ADJUSTED  
 GK0340  ___________________________________________________________________
 GK0340  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 GK0340  DYNAMIC HT  -         916.043 (meters)    3005.38  (feet)  COMP
 GK0340  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 GK0340
 GK0340  VERT ORDER  -  SECOND    CLASS 0
 GK0340
 GK0340.The horizontal coordinates were scaled from a topographic map and have
 GK0340.an estimated accuracy of +/- 6 seconds.
 GK0340
 GK0340.The orthometric height was determined by differential leveling
 GK0340.and adjusted by the National Geodetic Survey in June 1991..
 GK0340
 GK0340.The geoid height was determined by GEOID03.
 GK0340
 GK0340.The dynamic height is computed by dividing the NAVD 88
 GK0340.geopotential number by the normal gravity value computed on the
 GK0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0340.degrees latitude (g = 980.6199 gals.).
 GK0340
 GK0340.The modeled gravity was interpolated from observed gravity values.
 GK0340
 GK0340;                    North         East    Units  Estimated Accuracy
 GK0340;SPC TX N     - 1,255,650.      244,510.      MT  (+/- 180 meters Scaled)
 GK0340
 GK0340                          SUPERSEDED SURVEY CONTROL
 GK0340
 GK0340  NGVD 29 (??/??/92)  916.604  (m)         3007.22   (f) ADJ UNCH    2 0
 GK0340
 GK0340.Superseded values are not recommended for survey control.
 GK0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0340.See file dsdata.txt to determine how the superseded data were derived.
 GK0340
 GK0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF200194(NAD 83)
 GK0340_MARKER: DB = BENCH MARK DISK
 GK0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0340_STAMPING: J-255 1934
 GK0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0340+STABILITY: SURFACE MOTION
 GK0340
 GK0340  HISTORY     - Date     Condition        Report By
 GK0340  HISTORY     - 1934     MONUMENTED       CGS
 GK0340  HISTORY     - 1943     GOOD             NGS
 GK0340
 GK0340                          STATION DESCRIPTION
 GK0340
 GK0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0340'2.4 MI SW FROM FARNSWORTH.
 GK0340'2.4 MILES SOUTHWEST OF FARNSWORTH P. AND SF. RR. STATION 54 FEET
 GK0340'NORTHWEST OF CENTER-LINE OF STATE HWY 117, 45 FEET SOUTHEAST OF
 GK0340'NEAREST RAIL OF SANTA FE RAILROAD TRACK, ON OPPOSITE SIDE OF TRACK OF
 GK0340'MILEPOST 71.  NOTE-- A REF. POST WAS SET 2 FT N. OF BM.
 GK0340
 GK0340                          STATION RECOVERY (1943)
 GK0340
 GK0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 GK0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0061 ***********************************************************************
 FL0061  DESIGNATION -  J 256
 FL0061  PID         -  FL0061
 FL0061  STATE/COUNTY-  TX/HEMPHILL
 FL0061  USGS QUAD   -  CANADIAN WEST (1972)
 FL0061
 FL0061                         *CURRENT SURVEY CONTROL
 FL0061  ___________________________________________________________________
 FL0061* NAD 83(1986)-  35 53 03.     (N)    100 25 19.     (W)     SCALED    
 FL0061* NAVD 88     -       727.300  (meters)    2386.15   (feet)  ADJUSTED  
 FL0061  ___________________________________________________________________
 FL0061  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 FL0061  DYNAMIC HT  -         726.515 (meters)    2383.57  (feet)  COMP
 FL0061  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 FL0061
 FL0061  VERT ORDER  -  SECOND    CLASS 0
 FL0061
 FL0061.The horizontal coordinates were scaled from a topographic map and have
 FL0061.an estimated accuracy of +/- 6 seconds.
 FL0061
 FL0061.The orthometric height was determined by differential leveling
 FL0061.and adjusted by the National Geodetic Survey in June 1991..
 FL0061
 FL0061.The geoid height was determined by GEOID03.
 FL0061
 FL0061.The dynamic height is computed by dividing the NAVD 88
 FL0061.geopotential number by the normal gravity value computed on the
 FL0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0061.degrees latitude (g = 980.6199 gals.).
 FL0061
 FL0061.The modeled gravity was interpolated from observed gravity values.
 FL0061
 FL0061;                    North         East    Units  Estimated Accuracy
 FL0061;SPC TX N     - 1,209,560.      297,340.      MT  (+/- 180 meters Scaled)
 FL0061
 FL0061                          SUPERSEDED SURVEY CONTROL
 FL0061
 FL0061  NGVD 29 (??/??/92)  726.947  (m)         2384.99   (f) ADJ UNCH    2 0
 FL0061
 FL0061.Superseded values are not recommended for survey control.
 FL0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0061.See file dsdata.txt to determine how the superseded data were derived.
 FL0061
 FL0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE716720(NAD 83)
 FL0061_MARKER: DB = BENCH MARK DISK
 FL0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0061_STAMPING: J 256 1934
 FL0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0061+STABILITY: SURFACE MOTION
 FL0061
 FL0061  HISTORY     - Date     Condition        Report By
 FL0061  HISTORY     - 1934     MONUMENTED       CGS
 FL0061  HISTORY     - 1973     GOOD             USGS
 FL0061
 FL0061                          STATION DESCRIPTION
 FL0061
 FL0061'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FL0061'3.0 MI S FROM CANADIAN.
 FL0061'3.0 MILES SW ALONG THE A.T. AND S.F. RR FROM THE STATION AT CANADIAN,
 FL0061'HEMPHILL COUNTY, 156 FT. NE AND 110 FT. SE OF THE NE ABUTMENT OF RR
 FL0061'BRIDGE, 68 FT. NE AND 110 FT. SE OF RR RD. X-ING, 22 FT. NE AND 12 FT.
 FL0061'SE OF A TELEPHONE POLE AND 3 FT. NW OF A R.O.W. FENCE.  A STANDARD
 FL0061'DISK, STAMPED J 256 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0049 ***********************************************************************
 FL0049  DESIGNATION -  J 257
 FL0049  PID         -  FL0049
 FL0049  STATE/COUNTY-  TX/WHEELER
 FL0049  USGS QUAD   -  ALLISON (1963)
 FL0049
 FL0049                         *CURRENT SURVEY CONTROL
 FL0049  ___________________________________________________________________
 FL0049* NAD 83(1986)-  35 36 18.     (N)    100 05 57.     (W)     SCALED    
 FL0049* NAVD 88     -       792.885  (meters)    2601.32   (feet)  ADJUSTED  
 FL0049  ___________________________________________________________________
 FL0049  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 FL0049  DYNAMIC HT  -         792.027 (meters)    2598.51  (feet)  COMP
 FL0049  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 FL0049
 FL0049  VERT ORDER  -  SECOND    CLASS 0
 FL0049
 FL0049.The horizontal coordinates were scaled from a topographic map and have
 FL0049.an estimated accuracy of +/- 6 seconds.
 FL0049
 FL0049.The orthometric height was determined by differential leveling
 FL0049.and adjusted by the National Geodetic Survey in June 1991..
 FL0049
 FL0049.The geoid height was determined by GEOID03.
 FL0049
 FL0049.The dynamic height is computed by dividing the NAVD 88
 FL0049.geopotential number by the normal gravity value computed on the
 FL0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0049.degrees latitude (g = 980.6199 gals.).
 FL0049
 FL0049.The modeled gravity was interpolated from observed gravity values.
 FL0049
 FL0049;                    North         East    Units  Estimated Accuracy
 FL0049;SPC TX N     - 1,178,950.      326,920.      MT  (+/- 180 meters Scaled)
 FL0049
 FL0049                          SUPERSEDED SURVEY CONTROL
 FL0049
 FL0049  NGVD 29 (??/??/92)  792.546  (m)         2600.21   (f) ADJ UNCH    2 0
 FL0049
 FL0049.Superseded values are not recommended for survey control.
 FL0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0049.See file dsdata.txt to determine how the superseded data were derived.
 FL0049
 FL0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME004406(NAD 83)
 FL0049_MARKER: DB = BENCH MARK DISK
 FL0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FL0049_SP_SET: FOUNDATION
 FL0049_STAMPING: J-257 1934
 FL0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL0049
 FL0049  HISTORY     - Date     Condition        Report By
 FL0049  HISTORY     - 1934     MONUMENTED       CGS
 FL0049  HISTORY     - 1951     GOOD             NGS
 FL0049
 FL0049                          STATION DESCRIPTION
 FL0049
 FL0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0049'IN ALLISON.
 FL0049'297 FEET EAST OF PANHANDLE AND SANTA FE STATION, 145 FEET NORTH OF
 FL0049'NEAREST RAIL OF MAIN TRACK, SET VERTICALY ON SOUTH SIDE OF SOUTHEAST
 FL0049'CORNER OF CONCRETE FOUNDATION OF GRAIN ELEVATOR.
 FL0049
 FL0049                          STATION RECOVERY (1951)
 FL0049
 FL0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 FL0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0364 ***********************************************************************
 BZ0364  DESIGNATION -  J 258
 BZ0364  PID         -  BZ0364
 BZ0364  STATE/COUNTY-  TX/LEON
 BZ0364  USGS QUAD   -  DONIE (1982)
 BZ0364
 BZ0364                         *CURRENT SURVEY CONTROL
 BZ0364  ___________________________________________________________________
 BZ0364* NAD 83(1986)-  31 23 55.     (N)    096 12 33.     (W)     SCALED    
 BZ0364* NAVD 88     -       129.288  (meters)     424.17   (feet)  ADJUSTED  
 BZ0364  ___________________________________________________________________
 BZ0364  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BZ0364  DYNAMIC HT  -         129.129 (meters)     423.65  (feet)  COMP
 BZ0364  MODELED GRAV-     979,409.9   (mgal)                       NAVD 88
 BZ0364
 BZ0364  VERT ORDER  -  FIRST     CLASS II
 BZ0364
 BZ0364.The horizontal coordinates were scaled from a topographic map and have
 BZ0364.an estimated accuracy of +/- 6 seconds.
 BZ0364
 BZ0364.The orthometric height was determined by differential leveling
 BZ0364.and adjusted by the National Geodetic Survey in June 1991..
 BZ0364
 BZ0364.The geoid height was determined by GEOID03.
 BZ0364
 BZ0364.The dynamic height is computed by dividing the NAVD 88
 BZ0364.geopotential number by the normal gravity value computed on the
 BZ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0364.degrees latitude (g = 980.6199 gals.).
 BZ0364
 BZ0364.The modeled gravity was interpolated from observed gravity values.
 BZ0364
 BZ0364;                    North         East    Units  Estimated Accuracy
 BZ0364;SPC TX C     - 3,199,270.    1,092,100.      MT  (+/- 180 meters Scaled)
 BZ0364
 BZ0364                          SUPERSEDED SURVEY CONTROL
 BZ0364
 BZ0364  NGVD 29 (??/??/92)  129.263  (m)          424.09   (f) ADJ UNCH    1 2
 BZ0364
 BZ0364.Superseded values are not recommended for survey control.
 BZ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0364.See file dsdata.txt to determine how the superseded data were derived.
 BZ0364
 BZ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV653771(NAD 83)
 BZ0364_MARKER: DB = BENCH MARK DISK
 BZ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0364_STAMPING: J 258 1952
 BZ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0364+STABILITY: SURFACE MOTION
 BZ0364
 BZ0364  HISTORY     - Date     Condition        Report By
 BZ0364  HISTORY     - 1952     MONUMENTED       CGS
 BZ0364  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0364
 BZ0364                          STATION DESCRIPTION
 BZ0364
 BZ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0364'5.5 MI NW FROM JEWETT.
 BZ0364'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JEWETT STATE BANK
 BZ0364'AT JEWETT, THENCE 4.75 MILES NORTHWEST ALONG FARM ROAD 39, 48 FEET
 BZ0364'SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 13 FEET NORTH OF A 14
 BZ0364'INCH TRIANGULAR BLAZED ELM TREE, 2 FEET NORTHEAST OF A FENCE, 2 FEET
 BZ0364'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0364'PROJECTS 0.5 FOOT ABOVE THE GROUND, 1.0 MILE SOUTHEAST OF BENCH MARK H
 BZ0364'258.
 BZ0364
 BZ0364                          STATION RECOVERY (1980)
 BZ0364
 BZ0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0364'THE LOWER HALF OF A CONCRETE POST WAS RECOVERED IN THE DESCRIBED
 BZ0364'LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0566 ***********************************************************************
 BZ0566  DESIGNATION -  J 259
 BZ0566  PID         -  BZ0566
 BZ0566  STATE/COUNTY-  TX/HILL
 BZ0566  USGS QUAD   -  IRENE (1978)
 BZ0566
 BZ0566                         *CURRENT SURVEY CONTROL
 BZ0566  ___________________________________________________________________
 BZ0566* NAD 83(1986)-  31 53 58.     (N)    096 51 20.     (W)     SCALED    
 BZ0566* NAVD 88     -       141.456  (meters)     464.09   (feet)  ADJUSTED  
 BZ0566  ___________________________________________________________________
 BZ0566  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BZ0566  DYNAMIC HT  -         141.285 (meters)     463.53  (feet)  COMP
 BZ0566  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 BZ0566
 BZ0566  VERT ORDER  -  FIRST     CLASS II
 BZ0566
 BZ0566.The horizontal coordinates were scaled from a topographic map and have
 BZ0566.an estimated accuracy of +/- 6 seconds.
 BZ0566
 BZ0566.The orthometric height was determined by differential leveling
 BZ0566.and adjusted by the National Geodetic Survey in June 1991..
 BZ0566
 BZ0566.The geoid height was determined by GEOID03.
 BZ0566
 BZ0566.The dynamic height is computed by dividing the NAVD 88
 BZ0566.geopotential number by the normal gravity value computed on the
 BZ0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0566.degrees latitude (g = 980.6199 gals.).
 BZ0566
 BZ0566.The modeled gravity was interpolated from observed gravity values.
 BZ0566
 BZ0566;                    North         East    Units  Estimated Accuracy
 BZ0566;SPC TXNC     - 2,027,030.      755,560.      MT  (+/- 180 meters Scaled)
 BZ0566
 BZ0566                          SUPERSEDED SURVEY CONTROL
 BZ0566
 BZ0566  NGVD 29 (??/??/92)  141.442  (m)          464.05   (f) ADJ UNCH    1 2
 BZ0566
 BZ0566.Superseded values are not recommended for survey control.
 BZ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0566.See file dsdata.txt to determine how the superseded data were derived.
 BZ0566
 BZ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA027312(NAD 83)
 BZ0566_MARKER: DB = BENCH MARK DISK
 BZ0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0566_SP_SET: CULVERT
 BZ0566_STAMPING: J 259 1952
 BZ0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0566
 BZ0566  HISTORY     - Date     Condition        Report By
 BZ0566  HISTORY     - 1952     MONUMENTED       CGS
 BZ0566  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0566  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ0566  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0566  HISTORY     - 20031011 GOOD             USPSQD
 BZ0566
 BZ0566                          STATION DESCRIPTION
 BZ0566
 BZ0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0566'2.5 MI SE FROM MALONE.
 BZ0566'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE MISSOURI PACIFIC
 BZ0566'RAILROAD STATION AT MALONE, 22 FEET NORTHEAST OF THE CENTER LINE OF
 BZ0566'THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 BZ0566'HEADWALL OF A LARGE CONCRETE CULVERT.
 BZ0566
 BZ0566                          STATION RECOVERY (1980)
 BZ0566
 BZ0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0566'MARK NOT FOUND.
 BZ0566
 BZ0566                          STATION RECOVERY (1999)
 BZ0566
 BZ0566'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0566'MARK NOT FOUND.
 BZ0566
 BZ0566                          STATION RECOVERY (2002)
 BZ0566
 BZ0566'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 BZ0566'MARK NOT FOUND.
 BZ0566
 BZ0566                          STATION RECOVERY (2003)
 BZ0566
 BZ0566'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0438 ***********************************************************************
 GK0438  DESIGNATION -  J 260
 GK0438  PID         -  GK0438
 GK0438  STATE/COUNTY-  TX/SHERMAN
 GK0438  USGS QUAD   -  STEVENS SW (1964)
 GK0438
 GK0438                         *CURRENT SURVEY CONTROL
 GK0438  ___________________________________________________________________
 GK0438* NAD 83(1986)-  36 19 41.     (N)    101 57 16.     (W)     SCALED    
 GK0438* NAVD 88     -      1094.956  (meters)    3592.37   (feet)  ADJUSTED  
 GK0438  ___________________________________________________________________
 GK0438  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 GK0438  DYNAMIC HT  -        1093.752 (meters)    3588.42  (feet)  COMP
 GK0438  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 GK0438
 GK0438  VERT ORDER  -  SECOND    CLASS 0
 GK0438
 GK0438.The horizontal coordinates were scaled from a topographic map and have
 GK0438.an estimated accuracy of +/- 6 seconds.
 GK0438
 GK0438.The orthometric height was determined by differential leveling
 GK0438.and adjusted by the National Geodetic Survey in June 1991..
 GK0438
 GK0438.The geoid height was determined by GEOID03.
 GK0438
 GK0438.The dynamic height is computed by dividing the NAVD 88
 GK0438.geopotential number by the normal gravity value computed on the
 GK0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0438.degrees latitude (g = 980.6199 gals.).
 GK0438
 GK0438.The modeled gravity was interpolated from observed gravity values.
 GK0438
 GK0438;                    North         East    Units  Estimated Accuracy
 GK0438;SPC TX N     - 1,258,370.      159,200.      MT  (+/- 180 meters Scaled)
 GK0438
 GK0438                          SUPERSEDED SURVEY CONTROL
 GK0438
 GK0438  NGVD 29 (??/??/92) 1094.469  (m)         3590.77   (f) ADJ UNCH    2 0
 GK0438
 GK0438.Superseded values are not recommended for survey control.
 GK0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0438.See file dsdata.txt to determine how the superseded data were derived.
 GK0438
 GK0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF347243(NAD 83)
 GK0438_MARKER: DB = BENCH MARK DISK
 GK0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0438_STAMPING: J 260 1952
 GK0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0438+STABILITY: SURFACE MOTION
 GK0438
 GK0438  HISTORY     - Date     Condition        Report By
 GK0438  HISTORY     - 1952     MONUMENTED       CGS
 GK0438
 GK0438                          STATION DESCRIPTION
 GK0438
 GK0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0438'6.7 MI E FROM STRATFORD.
 GK0438'6.7 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0438'PACIFIC RAILROAD STATION AT STRATFORD, AT A JUNCTION WITH A ROAD
 GK0438'LEADING SOUTH, 138 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 GK0438'SOUTH, 49 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 6 FEET
 GK0438'NORTHWEST OF A POWER POLE, 38 FEET EAST OF A FENCE CORNER, 1.5 FEET
 GK0438'NORTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 GK0438'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0383 ***********************************************************************
 DO0383  DESIGNATION -  J 261
 DO0383  PID         -  DO0383
 DO0383  STATE/COUNTY-  TX/WILBARGER
 DO0383  USGS QUAD   -  NORTHEAST LAKE KEMP (1966)
 DO0383
 DO0383                         *CURRENT SURVEY CONTROL
 DO0383  ___________________________________________________________________
 DO0383* NAD 83(1986)-  33 52 08.     (N)    099 10 30.     (W)     SCALED    
 DO0383* NAVD 88     -       379.558  (meters)    1245.27   (feet)  ADJUSTED  
 DO0383  ___________________________________________________________________
 DO0383  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0383  DYNAMIC HT  -         379.130 (meters)    1243.86  (feet)  COMP
 DO0383  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 DO0383
 DO0383  VERT ORDER  -  SECOND    CLASS 0
 DO0383
 DO0383.The horizontal coordinates were scaled from a topographic map and have
 DO0383.an estimated accuracy of +/- 6 seconds.
 DO0383
 DO0383.The orthometric height was determined by differential leveling
 DO0383.and adjusted by the National Geodetic Survey in June 1991..
 DO0383
 DO0383.The geoid height was determined by GEOID03.
 DO0383
 DO0383.The dynamic height is computed by dividing the NAVD 88
 DO0383.geopotential number by the normal gravity value computed on the
 DO0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0383.degrees latitude (g = 980.6199 gals.).
 DO0383
 DO0383.The modeled gravity was interpolated from observed gravity values.
 DO0383
 DO0383;                    North         East    Units  Estimated Accuracy
 DO0383;SPC TXNC     - 2,244,420.      537,550.      MT  (+/- 180 meters Scaled)
 DO0383
 DO0383                          SUPERSEDED SURVEY CONTROL
 DO0383
 DO0383  NGVD 29 (??/??/92)  379.433  (m)         1244.86   (f) ADJ UNCH    2 0
 DO0383
 DO0383.Superseded values are not recommended for survey control.
 DO0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0383.See file dsdata.txt to determine how the superseded data were derived.
 DO0383
 DO0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC838476(NAD 83)
 DO0383_MARKER: DB = BENCH MARK DISK
 DO0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0383_STAMPING: J 261 1934
 DO0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0383+STABILITY: SURFACE MOTION
 DO0383
 DO0383  HISTORY     - Date     Condition        Report By
 DO0383  HISTORY     - 1934     MONUMENTED       CGS
 DO0383  HISTORY     - 1957     GOOD             NGS
 DO0383
 DO0383                          STATION DESCRIPTION
 DO0383
 DO0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0383'14.7 MI N FROM MABELLE.
 DO0383'IN WILBARGER COUNTY, 14.7 MILES NORTH ALONG U. S. HIGHWAY 283 FROM
 DO0383'MABELLE, BAYLOR COUNTY, SOUTH OF A SECTION LINE FENCE, AT A FENCE
 DO0383'JUNCTION, 51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN
 DO0383'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0737 ***********************************************************************
 CT0737  DESIGNATION -  J 262
 CT0737  PID         -  CT0737
 CT0737  STATE/COUNTY-  TX/JONES
 CT0737  USGS QUAD   -  FUNSTON (1965)
 CT0737
 CT0737                         *CURRENT SURVEY CONTROL
 CT0737  ___________________________________________________________________
 CT0737* NAD 83(1986)-  32 49 06.     (N)    099 51 54.     (W)     SCALED    
 CT0737* NAVD 88     -       498.215  (meters)    1634.56   (feet)  ADJUSTED  
 CT0737  ___________________________________________________________________
 CT0737  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0737  DYNAMIC HT  -         497.573 (meters)    1632.45  (feet)  COMP
 CT0737  MODELED GRAV-     979,336.3   (mgal)                       NAVD 88
 CT0737
 CT0737  VERT ORDER  -  SECOND    CLASS 0
 CT0737
 CT0737.The horizontal coordinates were scaled from a topographic map and have
 CT0737.an estimated accuracy of +/- 6 seconds.
 CT0737
 CT0737.The orthometric height was determined by differential leveling
 CT0737.and adjusted by the National Geodetic Survey in June 1991..
 CT0737
 CT0737.The geoid height was determined by GEOID03.
 CT0737
 CT0737.The dynamic height is computed by dividing the NAVD 88
 CT0737.geopotential number by the normal gravity value computed on the
 CT0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0737.degrees latitude (g = 980.6199 gals.).
 CT0737
 CT0737.The modeled gravity was interpolated from observed gravity values.
 CT0737
 CT0737;                    North         East    Units  Estimated Accuracy
 CT0737;SPC TXNC     - 2,128,540.      472,190.      MT  (+/- 180 meters Scaled)
 CT0737
 CT0737                          SUPERSEDED SURVEY CONTROL
 CT0737
 CT0737  NGVD 29 (??/??/92)  498.024  (m)         1633.93   (f) ADJ UNCH    2 0
 CT0737
 CT0737.Superseded values are not recommended for survey control.
 CT0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0737.See file dsdata.txt to determine how the superseded data were derived.
 CT0737
 CT0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB190314(NAD 83)
 CT0737_MARKER: DB = BENCH MARK DISK
 CT0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0737_STAMPING: J 262 1934
 CT0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0737+STABILITY: SURFACE MOTION
 CT0737
 CT0737  HISTORY     - Date     Condition        Report By
 CT0737  HISTORY     - 1934     MONUMENTED       CGS
 CT0737  HISTORY     - 1965     GOOD             USGS
 CT0737
 CT0737                          STATION DESCRIPTION
 CT0737
 CT0737'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CT0737'5.7 MI NE FROM ANSON.
 CT0737'5.7 MILES NORTHEAST ALONG THE WICHTA VALLEY RAILWAY FROM THE STATION
 CT0737'AT ANSON, 30 YARDS NORTHEAST OF MILEPOST 122, 45 FEET SOUTHEAST OF THE
 CT0737'CENTERLINE OF THE TRACK, AT THE EDGE OF A FIELD.  A STANDARD DISK,
 CT0737'STAMPED J 262 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0287 ***********************************************************************
 DN0287  DESIGNATION -  J 263
 DN0287  PID         -  DN0287
 DN0287  STATE/COUNTY-  TX/COLLIN
 DN0287  USGS QUAD   -  CELINA (1960)
 DN0287
 DN0287                         *CURRENT SURVEY CONTROL
 DN0287  ___________________________________________________________________
 DN0287* NAD 83(1986)-  33 17 53.     (N)    096 47 27.     (W)     SCALED    
 DN0287* NAVD 88     -       199.886  (meters)     655.79   (feet)  ADJUSTED  
 DN0287  ___________________________________________________________________
 DN0287  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 DN0287  DYNAMIC HT  -         199.672 (meters)     655.09  (feet)  COMP
 DN0287  MODELED GRAV-     979,561.8   (mgal)                       NAVD 88
 DN0287
 DN0287  VERT ORDER  -  SECOND    CLASS 0
 DN0287
 DN0287.The horizontal coordinates were scaled from a topographic map and have
 DN0287.an estimated accuracy of +/- 6 seconds.
 DN0287
 DN0287.The orthometric height was determined by differential leveling
 DN0287.and adjusted by the National Geodetic Survey in June 1991..
 DN0287
 DN0287.The geoid height was determined by GEOID03.
 DN0287
 DN0287.The dynamic height is computed by dividing the NAVD 88
 DN0287.geopotential number by the normal gravity value computed on the
 DN0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0287.degrees latitude (g = 980.6199 gals.).
 DN0287
 DN0287.The modeled gravity was interpolated from observed gravity values.
 DN0287
 DN0287;                    North         East    Units  Estimated Accuracy
 DN0287;SPC TXNC     - 2,182,200.      759,160.      MT  (+/- 180 meters Scaled)
 DN0287
 DN0287                          SUPERSEDED SURVEY CONTROL
 DN0287
 DN0287  NGVD 29 (??/??/92)  199.88   (m)          655.8    (f) COMPUTED    2 0
 DN0287
 DN0287.Superseded values are not recommended for survey control.
 DN0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0287.See file dsdata.txt to determine how the superseded data were derived.
 DN0287
 DN0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB056865(NAD 83)
 DN0287_MARKER: DB = BENCH MARK DISK
 DN0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0287_STAMPING: J 263 1934
 DN0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0287+STABILITY: SURFACE MOTION
 DN0287
 DN0287  HISTORY     - Date     Condition        Report By
 DN0287  HISTORY     - 1934     MONUMENTED       CGS
 DN0287  HISTORY     - 1952     MARK NOT FOUND   NGS
 DN0287  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0287  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0287
 DN0287                          STATION DESCRIPTION
 DN0287
 DN0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0287'1.9 MI S FROM CELINA.
 DN0287'1.9 MILES S OF AND ALONG THE ST. L. AND S. F. R. R. AT MILE POST 674.
 DN0287'33 YARDS N OF BRIDGE NO. 674.0.  49 FEET W OF THE CENTER OF THE TRACK.
 DN0287
 DN0287                          STATION RECOVERY (1952)
 DN0287
 DN0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DN0287'MARK NOT FOUND.
 DN0287
 DN0287                          STATION RECOVERY (1994)
 DN0287
 DN0287'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0287'MARK NOT FOUND.
 DN0287
 DN0287                          STATION RECOVERY (2005)
 DN0287
 DN0287'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0364 ***********************************************************************
 DN0364  DESIGNATION -  J 264
 DN0364  PID         -  DN0364
 DN0364  STATE/COUNTY-  TX/COLLIN
 DN0364  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0364
 DN0364                         *CURRENT SURVEY CONTROL
 DN0364  ___________________________________________________________________
 DN0364* NAD 83(1986)-  33 09 08.     (N)    096 44 58.     (W)     SCALED    
 DN0364* NAVD 88     -       221.375  (meters)     726.29   (feet)  ADJUSTED  
 DN0364  ___________________________________________________________________
 DN0364  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 DN0364  DYNAMIC HT  -         221.132 (meters)     725.50  (feet)  COMP
 DN0364  MODELED GRAV-     979,533.0   (mgal)                       NAVD 88
 DN0364
 DN0364  VERT ORDER  -  SECOND    CLASS 0
 DN0364
 DN0364.The horizontal coordinates were scaled from a topographic map and have
 DN0364.an estimated accuracy of +/- 6 seconds.
 DN0364
 DN0364.The orthometric height was determined by differential leveling
 DN0364.and adjusted by the National Geodetic Survey in June 1991..
 DN0364
 DN0364.The geoid height was determined by GEOID03.
 DN0364
 DN0364.The dynamic height is computed by dividing the NAVD 88
 DN0364.geopotential number by the normal gravity value computed on the
 DN0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0364.degrees latitude (g = 980.6199 gals.).
 DN0364
 DN0364.The modeled gravity was interpolated from observed gravity values.
 DN0364
 DN0364;                    North         East    Units  Estimated Accuracy
 DN0364;SPC TXNC     - 2,166,090.      763,290.      MT  (+/- 180 meters Scaled)
 DN0364
 DN0364                          SUPERSEDED SURVEY CONTROL
 DN0364
 DN0364  NGVD 29 (??/??/92)  221.398  (m)          726.37   (f) ADJ UNCH    2 0
 DN0364
 DN0364.Superseded values are not recommended for survey control.
 DN0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0364.See file dsdata.txt to determine how the superseded data were derived.
 DN0364
 DN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB098704(NAD 83)
 DN0364_MARKER: DB = BENCH MARK DISK
 DN0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0364_STAMPING: J 264 1934
 DN0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0364+STABILITY: SURFACE MOTION
 DN0364
 DN0364  HISTORY     - Date     Condition        Report By
 DN0364  HISTORY     - 1934     MONUMENTED       CGS
 DN0364  HISTORY     - 1954     GOOD             NGS
 DN0364  HISTORY     - 19910707 GOOD             USPSQD
 DN0364  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0364
 DN0364                          STATION DESCRIPTION
 DN0364
 DN0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0364'4.55 MI E FROM FRISCO.
 DN0364'1.5 MILES EAST ALONG STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0364'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, THENCE 3.05 MILES EAST
 DN0364'ALONG FARM ROAD 720.  41 FEET NORTH OF THE CENTER LINE OF THE FARM
 DN0364'ROAD, 15 FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 1 FOOT NORTH OF
 DN0364'A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DN0364'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 DN0364
 DN0364                          STATION RECOVERY (1991)
 DN0364
 DN0364'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0364'RECOVERED IN GOOD CONDITION.
 DN0364
 DN0364                          STATION RECOVERY (2005)
 DN0364
 DN0364'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0728 ***********************************************************************
 CS0728  DESIGNATION -  J 266
 CS0728  PID         -  CS0728
 CS0728  STATE/COUNTY-  TX/HILL
 CS0728  USGS QUAD   -  MERTENS (1965)
 CS0728
 CS0728                         *CURRENT SURVEY CONTROL
 CS0728  ___________________________________________________________________
 CS0728* NAD 83(1986)-  32 03 58.     (N)    096 53 42.     (W)     SCALED    
 CS0728* NAVD 88     -       168.186  (meters)     551.79   (feet)  ADJUSTED  
 CS0728  ___________________________________________________________________
 CS0728  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CS0728  DYNAMIC HT  -         167.984 (meters)     551.13  (feet)  COMP
 CS0728  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 CS0728
 CS0728  VERT ORDER  -  SECOND    CLASS 0
 CS0728
 CS0728.The horizontal coordinates were scaled from a topographic map and have
 CS0728.an estimated accuracy of +/- 6 seconds.
 CS0728
 CS0728.The orthometric height was determined by differential leveling
 CS0728.and adjusted by the National Geodetic Survey in June 1991..
 CS0728.WARNING-Repeat measurements at this control monument indicate possible
 CS0728.vertical movement.
 CS0728
 CS0728.The geoid height was determined by GEOID03.
 CS0728
 CS0728.The dynamic height is computed by dividing the NAVD 88
 CS0728.geopotential number by the normal gravity value computed on the
 CS0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0728.degrees latitude (g = 980.6199 gals.).
 CS0728
 CS0728.The modeled gravity was interpolated from observed gravity values.
 CS0728
 CS0728;                    North         East    Units  Estimated Accuracy
 CS0728;SPC TXNC     - 2,045,450.      751,550.      MT  (+/- 180 meters Scaled)
 CS0728
 CS0728                          SUPERSEDED SURVEY CONTROL
 CS0728
 CS0728  NGVD 29 (??/??/92)  168.155  (m)          551.69   (f) ADJ UNCH    2 0
 CS0728
 CS0728.Superseded values are not recommended for survey control.
 CS0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0728.See file dsdata.txt to determine how the superseded data were derived.
 CS0728
 CS0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA987497(NAD 83)
 CS0728_MARKER: DB = BENCH MARK DISK
 CS0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0728_STAMPING: J 266 1934
 CS0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0728+STABILITY: SURFACE MOTION
 CS0728
 CS0728  HISTORY     - Date     Condition        Report By
 CS0728  HISTORY     - 1934     MONUMENTED       CGS
 CS0728  HISTORY     - 1947     GOOD             NGS
 CS0728  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 CS0728
 CS0728                          STATION DESCRIPTION
 CS0728
 CS0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0728'0.5 MI NW FROM MERTENS.
 CS0728'0.5 MILE NORTHWEST ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CS0728'FROM THE STATION AT MERTENS, HILL COUNTY, 425 FEET NORTHWEST OF A ROAD
 CS0728'CROSSING, DIRECTLY OPPOSITE POLE 213/20, 46 FEET NORTHEAST OF THE
 CS0728'TRACK, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 CS0728'DISK, STAMPED J 266 1934 AND SET IN THE TOP OF A CONCRETE POST
 CS0728'PROJECTING 5 INCHES ABOVE GROUND.
 CS0728
 CS0728                          STATION RECOVERY (1999)
 CS0728
 CS0728'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0551 ***********************************************************************
 CR0551  DESIGNATION -  J 267
 CR0551  PID         -  CR0551
 CR0551  STATE/COUNTY-  TX/HENDERSON
 CR0551  USGS QUAD   -  STOCKARD (1984)
 CR0551
 CR0551                         *CURRENT SURVEY CONTROL
 CR0551  ___________________________________________________________________
 CR0551* NAD 83(1986)-  32 15 52.     (N)    095 56 11.     (W)     SCALED    
 CR0551* NAVD 88     -       131.575  (meters)     431.68   (feet)  ADJUSTED  
 CR0551  ___________________________________________________________________
 CR0551  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0551  DYNAMIC HT  -         131.423 (meters)     431.18  (feet)  COMP
 CR0551  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 CR0551
 CR0551  VERT ORDER  -  SECOND    CLASS 0
 CR0551
 CR0551.The horizontal coordinates were scaled from a topographic map and have
 CR0551.an estimated accuracy of +/- 6 seconds.
 CR0551
 CR0551.The orthometric height was determined by differential leveling
 CR0551.and adjusted by the National Geodetic Survey in June 1991..
 CR0551.WARNING-Repeat measurements at this control monument indicate possible
 CR0551.vertical movement.
 CR0551
 CR0551.The geoid height was determined by GEOID03.
 CR0551
 CR0551.The dynamic height is computed by dividing the NAVD 88
 CR0551.geopotential number by the normal gravity value computed on the
 CR0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0551.degrees latitude (g = 980.6199 gals.).
 CR0551
 CR0551.The modeled gravity was interpolated from observed gravity values.
 CR0551
 CR0551;                    North         East    Units  Estimated Accuracy
 CR0551;SPC TXNC     - 2,069,240.      841,510.      MT  (+/- 180 meters Scaled)
 CR0551
 CR0551                          SUPERSEDED SURVEY CONTROL
 CR0551
 CR0551  NGVD 29 (??/??/92)  131.586  (m)          431.71   (f) ADJ UNCH    2 0
 CR0551
 CR0551.Superseded values are not recommended for survey control.
 CR0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0551.See file dsdata.txt to determine how the superseded data were derived.
 CR0551
 CR0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR233735(NAD 83)
 CR0551_MARKER: DB = BENCH MARK DISK
 CR0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0551_STAMPING: J 267 1934
 CR0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0551+STABILITY: SURFACE MOTION
 CR0551
 CR0551  HISTORY     - Date     Condition        Report By
 CR0551  HISTORY     - 1934     MONUMENTED       CGS
 CR0551  HISTORY     - 1948     GOOD             NGS
 CR0551  HISTORY     - 1978     MARK NOT FOUND   USGS
 CR0551
 CR0551                          STATION DESCRIPTION
 CR0551
 CR0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0551'6.6 MI NW FROM ATHENS.
 CR0551'6.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 CR0551'STATION AT ATHENS, 12 POLES SOUTHEAST OF MILEPOST 250, 298.0 FEET
 CR0551'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 175, 273.0 FEET NORTHWEST
 CR0551'OF THE CENTER OF THE NORTHEAST END OF A 36-INCH CORRUGATED IRON
 CR0551'CULVERT, 44.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 1.6
 CR0551'FEET SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 CR0551'POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 CR0551
 CR0551                          STATION RECOVERY (1978)
 CR0551
 CR0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0784 ***********************************************************************
 CR0784  DESIGNATION -  J 268
 CR0784  PID         -  CR0784
 CR0784  STATE/COUNTY-  TX/HENDERSON
 CR0784  USGS QUAD   -  BROWNSBORO (1984)
 CR0784
 CR0784                         *CURRENT SURVEY CONTROL
 CR0784  ___________________________________________________________________
 CR0784* NAD 83(1986)-  32 18 13.     (N)    095 36 59.     (W)     SCALED    
 CR0784* NAVD 88     -       115.466  (meters)     378.82   (feet)  ADJUSTED  
 CR0784  ___________________________________________________________________
 CR0784  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CR0784  DYNAMIC HT  -         115.332 (meters)     378.39  (feet)  COMP
 CR0784  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 CR0784
 CR0784  VERT ORDER  -  SECOND    CLASS 0
 CR0784
 CR0784.The horizontal coordinates were scaled from a topographic map and have
 CR0784.an estimated accuracy of +/- 6 seconds.
 CR0784
 CR0784.The orthometric height was determined by differential leveling
 CR0784.and adjusted by the National Geodetic Survey in June 1991..
 CR0784
 CR0784.The geoid height was determined by GEOID03.
 CR0784
 CR0784.The dynamic height is computed by dividing the NAVD 88
 CR0784.geopotential number by the normal gravity value computed on the
 CR0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0784.degrees latitude (g = 980.6199 gals.).
 CR0784
 CR0784.The modeled gravity was interpolated from observed gravity values.
 CR0784
 CR0784;                    North         East    Units  Estimated Accuracy
 CR0784;SPC TXNC     - 2,074,360.      871,530.      MT  (+/- 180 meters Scaled)
 CR0784
 CR0784                          SUPERSEDED SURVEY CONTROL
 CR0784
 CR0784  NGVD 29 (??/??/92)  115.490  (m)          378.90   (f) ADJ UNCH    2 0
 CR0784
 CR0784.Superseded values are not recommended for survey control.
 CR0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0784.See file dsdata.txt to determine how the superseded data were derived.
 CR0784
 CR0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR536770(NAD 83)
 CR0784_MARKER: DB = BENCH MARK DISK
 CR0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0784_SP_SET: CONCRETE BASE
 CR0784_STAMPING: J 268 1934
 CR0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0784
 CR0784  HISTORY     - Date     Condition        Report By
 CR0784  HISTORY     - 1934     MONUMENTED       CGS
 CR0784  HISTORY     - 1978     MARK NOT FOUND   USGS
 CR0784  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0784
 CR0784                          STATION DESCRIPTION
 CR0784
 CR0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0784'0.3 MI W FROM BROWNSBORO.
 CR0784'0.3 MI W OF AND ALONG THE ST. L AND S W R R HORIZONTAL MARK IN N
 CR0784'FOUNDATION OF RAILROAD WATER TANK.  12 FEET S OF TRACK.  2 FEET ABOVE
 CR0784'TRACK LEVEL.  70 YARDS W OF SMALL BRIDGE.
 CR0784
 CR0784                          STATION RECOVERY (1978)
 CR0784
 CR0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0784'MARK NOT FOUND.
 CR0784
 CR0784                          STATION RECOVERY (2004)
 CR0784
 CR0784'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0784'MARK NOT FOUND. WATER TOWER NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1150 ***********************************************************************
 CS1150  DESIGNATION -  J 269
 CS1150  PID         -  CS1150
 CS1150  STATE/COUNTY-  TX/DALLAS
 CS1150  USGS QUAD   -  DUNCANVILLE (1981)
 CS1150
 CS1150                         *CURRENT SURVEY CONTROL
 CS1150  ___________________________________________________________________
 CS1150* NAD 83(1986)-  32 44 53.     (N)    096 57 09.     (W)     SCALED    
 CS1150* NAVD 88     -       139.248  (meters)     456.85   (feet)  ADJUSTED  
 CS1150  ___________________________________________________________________
 CS1150  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CS1150  DYNAMIC HT  -         139.088 (meters)     456.32  (feet)  COMP
 CS1150  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 CS1150
 CS1150  VERT ORDER  -  FIRST     CLASS II
 CS1150
 CS1150.The horizontal coordinates were scaled from a topographic map and have
 CS1150.an estimated accuracy of +/- 6 seconds.
 CS1150
 CS1150.The orthometric height was determined by differential leveling
 CS1150.and adjusted by the National Geodetic Survey in June 1991..
 CS1150
 CS1150.The geoid height was determined by GEOID03.
 CS1150
 CS1150.The dynamic height is computed by dividing the NAVD 88
 CS1150.geopotential number by the normal gravity value computed on the
 CS1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1150.degrees latitude (g = 980.6199 gals.).
 CS1150
 CS1150.The modeled gravity was interpolated from observed gravity values.
 CS1150
 CS1150;                    North         East    Units  Estimated Accuracy
 CS1150;SPC TXNC     - 2,120,980.      745,010.      MT  (+/- 180 meters Scaled)
 CS1150
 CS1150                          SUPERSEDED SURVEY CONTROL
 CS1150
 CS1150  NGVD 29 (??/??/92)  139.300  (m)          457.02   (f) ADJ UNCH    1 2
 CS1150
 CS1150.Superseded values are not recommended for survey control.
 CS1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1150.See file dsdata.txt to determine how the superseded data were derived.
 CS1150
 CS1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB918252(NAD 83)
 CS1150_MARKER: DB = BENCH MARK DISK
 CS1150_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1150_SP_SET: BRIDGE ABUTMENT
 CS1150_STAMPING: J 269 1934
 CS1150_MARK LOGO: CGS   
 CS1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1150
 CS1150  HISTORY     - Date     Condition        Report By
 CS1150  HISTORY     - 1934     MONUMENTED       CGS
 CS1150  HISTORY     - 1966     GOOD             NGS
 CS1150  HISTORY     - 1981     GOOD             LOCSUR
 CS1150  HISTORY     - 1986     GOOD             NGS
 CS1150  HISTORY     - 20030217 GOOD             GEOCAC
 CS1150  HISTORY     - 20030414 GOOD             TX1730
 CS1150
 CS1150                          STATION DESCRIPTION
 CS1150
 CS1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS1150'2.9 MI E FROM GRAND PRAIRIE.
 CS1150'2.9 MI E OF AND ALONG THE T P R R HORIZONTAL MARK IN NW FOUNDATION OF
 CS1150'BRIDGE.  10 FEET N OF TRACK.  BRIDGE IS OVER DALLAS PIKE.  75 YARDS W
 CS1150'OF SMALL BRIDGE NUMBER 223.5.
 CS1150
 CS1150                          STATION RECOVERY (1966)
 CS1150
 CS1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1150'RECOVERED IN GOOD CONDITION.
 CS1150
 CS1150                          STATION RECOVERY (1981)
 CS1150
 CS1150'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CS1150'RECOVERED IN GOOD CONDITION.
 CS1150
 CS1150                          STATION RECOVERY (1986)
 CS1150
 CS1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1150'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN GRAND
 CS1150'PRAIRIE, AT THE JUNCTION OF EAST MAIN STREET AND THE MISSOURI PACIFIC
 CS1150'RAILROAD, IN THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE
 CS1150'RAILROAD OVERPASS OF THE STREET, 14.1 M (46.3 FT) NORTH OF THE
 CS1150'CENTERLINE OF THE STREET, AND 2.2 M (7.2 FT) NORTH OF THE NEAR RAIL.
 CS1150'THE MARK IS 0.3 M BELOW THE TRACKS.
 CS1150
 CS1150                          STATION RECOVERY (2003)
 CS1150
 CS1150'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CS1150'RECOVERED IN GOOD CONDITION.
 CS1150
 CS1150                          STATION RECOVERY (2003)
 CS1150
 CS1150'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS1150'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0409 ***********************************************************************
 BZ0409  DESIGNATION -  J 27 USGS
 BZ0409  PID         -  BZ0409
 BZ0409  STATE/COUNTY-  TX/LEON
 BZ0409  USGS QUAD   -  JEWETT (1982)
 BZ0409
 BZ0409                         *CURRENT SURVEY CONTROL
 BZ0409  ___________________________________________________________________
 BZ0409* NAD 83(1986)-  31 16 37.     (N)    096 14 08.     (W)     SCALED    
 BZ0409* NAVD 88     -       126.60   (+/-2cm)     415.4    (feet)  VERTCON   
 BZ0409  ___________________________________________________________________
 BZ0409  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BZ0409
 BZ0409  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0409
 BZ0409.The horizontal coordinates were scaled from a topographic map and have
 BZ0409.an estimated accuracy of +/- 6 seconds.
 BZ0409
 BZ0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0409.The vertical order pertains to the NGVD 29 superseded value.
 BZ0409
 BZ0409.The geoid height was determined by GEOID03.
 BZ0409
 BZ0409;                    North         East    Units  Estimated Accuracy
 BZ0409;SPC TX C     - 3,185,690.    1,090,090.      MT  (+/- 180 meters Scaled)
 BZ0409
 BZ0409                          SUPERSEDED SURVEY CONTROL
 BZ0409
 BZ0409  NGVD 29 (??/??/92)  126.571  (m)          415.26   (f) ADJ UNCH    2 0
 BZ0409
 BZ0409.Superseded values are not recommended for survey control.
 BZ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0409.See file dsdata.txt to determine how the superseded data were derived.
 BZ0409
 BZ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV631635(NAD 83)
 BZ0409_MARKER: DD = SURVEY DISK
 BZ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0409_STAMPING: 419.196 J 27 1924
 BZ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0409+STABILITY: SURFACE MOTION
 BZ0409
 BZ0409  HISTORY     - Date     Condition        Report By
 BZ0409  HISTORY     - 1924     MONUMENTED       USGS
 BZ0409  HISTORY     - 1933     GOOD             NGS
 BZ0409
 BZ0409                          STATION DESCRIPTION
 BZ0409
 BZ0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 BZ0409'3.0 MI NE FROM MARQUEZ.
 BZ0409'3.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0409'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM MARQUEZ, LEON COUNTY, 160
 BZ0409'FEET NORTHEAST OF MILEPOST 52, AND 40 FEET SOUTHEAST OF THE CENTERLINE
 BZ0409'OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 BZ0409'STAMPED 419.196 J 27 1924 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0057 ***********************************************************************
 CT0057  DESIGNATION -  J 272
 CT0057  PID         -  CT0057
 CT0057  STATE/COUNTY-  TX/PARKER
 CT0057  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0057
 CT0057                         *CURRENT SURVEY CONTROL
 CT0057  ___________________________________________________________________
 CT0057* NAD 83(1986)-  32 49 10.     (N)    098 00 51.     (W)     SCALED    
 CT0057* NAVD 88     -       290.475  (meters)     953.00   (feet)  ADJUSTED  
 CT0057  ___________________________________________________________________
 CT0057  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CT0057  DYNAMIC HT  -         290.120 (meters)     951.84  (feet)  COMP
 CT0057  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 CT0057
 CT0057  VERT ORDER  -  SECOND    CLASS 0
 CT0057
 CT0057.The horizontal coordinates were scaled from a topographic map and have
 CT0057.an estimated accuracy of +/- 6 seconds.
 CT0057
 CT0057.The orthometric height was determined by differential leveling
 CT0057.and adjusted by the National Geodetic Survey in June 1991..
 CT0057.WARNING-Repeat measurements at this control monument indicate possible
 CT0057.vertical movement.
 CT0057
 CT0057.The geoid height was determined by GEOID03.
 CT0057
 CT0057.The dynamic height is computed by dividing the NAVD 88
 CT0057.geopotential number by the normal gravity value computed on the
 CT0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0057.degrees latitude (g = 980.6199 gals.).
 CT0057
 CT0057.The modeled gravity was interpolated from observed gravity values.
 CT0057
 CT0057;                    North         East    Units  Estimated Accuracy
 CT0057;SPC TXNC     - 2,127,940.      645,490.      MT  (+/- 180 meters Scaled)
 CT0057
 CT0057                          SUPERSEDED SURVEY CONTROL
 CT0057
 CT0057  NGVD 29 (??/??/92)  290.375  (m)          952.67   (f) ADJ UNCH    2 0
 CT0057
 CT0057.Superseded values are not recommended for survey control.
 CT0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0057.See file dsdata.txt to determine how the superseded data were derived.
 CT0057
 CT0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB922317(NAD 83)
 CT0057_MARKER: DB = BENCH MARK DISK
 CT0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0057_SP_SET: CULVERT
 CT0057_STAMPING: J 272 1934 952.764
 CT0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0057
 CT0057  HISTORY     - Date     Condition        Report By
 CT0057  HISTORY     - 1934     MONUMENTED       CGS
 CT0057  HISTORY     - 1956     GOOD             NGS
 CT0057  HISTORY     - 19971128 GOOD             USPSQD
 CT0057
 CT0057                          STATION DESCRIPTION
 CT0057
 CT0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0057'6.65 MI E FROM MINERAL WELLS.
 CT0057'6.65 MILES EAST ALONG THE WEATHERFORD, MINERAL WELLS AND NORTHWESTERN
 CT0057'RAILROAD FROM THE STATION AT MINERAL WELLS, 2.1 MILES WEST OF THE
 CT0057'STATION SIGN AT GARNER, 5 1/2 POLES WEST OF MILEPOST 15, 205 FEET WEST
 CT0057'OF THE CENTER OF A ROAD CROSSING, 12.6 FEET NORTH OF THE NORTH RAIL, 5
 CT0057'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH END OF
 CT0057'THE WEST ABUTMENT OF A STONE CULVERT.
 CT0057
 CT0057                          STATION RECOVERY (1997)
 CT0057
 CT0057'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0246 ***********************************************************************
 CT0246  DESIGNATION -  J 274
 CT0246  PID         -  CT0246
 CT0246  STATE/COUNTY-  TX/EASTLAND
 CT0246  USGS QUAD   -  RISING STAR (1966)
 CT0246
 CT0246                         *CURRENT SURVEY CONTROL
 CT0246  ___________________________________________________________________
 CT0246* NAD 83(1986)-  32 06 13.     (N)    098 54 01.     (W)     SCALED    
 CT0246* NAVD 88     -       473.990  (meters)    1555.08   (feet)  ADJUSTED  
 CT0246  ___________________________________________________________________
 CT0246  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 CT0246  DYNAMIC HT  -         473.375 (meters)    1553.06  (feet)  COMP
 CT0246  MODELED GRAV-     979,328.9   (mgal)                       NAVD 88
 CT0246
 CT0246  VERT ORDER  -  SECOND    CLASS 0
 CT0246
 CT0246.The horizontal coordinates were scaled from a topographic map and have
 CT0246.an estimated accuracy of +/- 6 seconds.
 CT0246
 CT0246.The orthometric height was determined by differential leveling
 CT0246.and adjusted by the National Geodetic Survey in June 1991..
 CT0246
 CT0246.The geoid height was determined by GEOID03.
 CT0246
 CT0246.The dynamic height is computed by dividing the NAVD 88
 CT0246.geopotential number by the normal gravity value computed on the
 CT0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0246.degrees latitude (g = 980.6199 gals.).
 CT0246
 CT0246.The modeled gravity was interpolated from observed gravity values.
 CT0246
 CT0246;                    North         East    Units  Estimated Accuracy
 CT0246;SPC TXNC     - 2,048,530.      562,220.      MT  (+/- 180 meters Scaled)
 CT0246
 CT0246                          SUPERSEDED SURVEY CONTROL
 CT0246
 CT0246  NGVD 29 (??/??/92)  473.875  (m)         1554.70   (f) ADJ UNCH    2 0
 CT0246
 CT0246.Superseded values are not recommended for survey control.
 CT0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0246.See file dsdata.txt to determine how the superseded data were derived.
 CT0246
 CT0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA094519(NAD 83)
 CT0246_MARKER: DB = BENCH MARK DISK
 CT0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0246_STAMPING: J 274 1934
 CT0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0246+STABILITY: SURFACE MOTION
 CT0246
 CT0246  HISTORY     - Date     Condition        Report By
 CT0246  HISTORY     - 1934     MONUMENTED       CGS
 CT0246  HISTORY     - 1957     GOOD             NGS
 CT0246
 CT0246                          STATION DESCRIPTION
 CT0246
 CT0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0246'3.6 MI NE FROM RISING STAR.
 CT0246'3.6 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0246'FROM THE STATION AT RISING STAR, EASTLAND COUNTY, 0.1 MILE NORTHEAST
 CT0246'END OF THE HEADWALL, AND 13 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CT0246'TRACK.  A STANDARD DISK, STAMPED DISK, STAMPED J 274 1934 AND SET IN
 CT0246'THE TOP OF A CONCRETE POST.  NOTE-- 0.2 MILE EAST AND 0.2 MILE NORTH
 CT0246'OF THE HARRIS FARMHOUSE AND ABOUT 0.25 MILE NORTH-NORTHEAST OF THE
 CT0246'JUNCTION OF STATE HIGHWAY 36 AND FARM ROAD 1027.  THE RAILROAD IS GONE
 CT0246'BUT THE CONCRETE CULVERT REMAINS AND MARK IS IN SOUTHEAST HEADWALL OF
 CT0246'DOUBLE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0262 ***********************************************************************
 CT0262  DESIGNATION -  J 275
 CT0262  PID         -  CT0262
 CT0262  STATE/COUNTY-  TX/STEPHENS
 CT0262  USGS QUAD   -  LA CASA (1967)
 CT0262
 CT0262                         *CURRENT SURVEY CONTROL
 CT0262  ___________________________________________________________________
 CT0262* NAD 83(1986)-  32 31 44.     (N)    098 38 39.     (W)     SCALED    
 CT0262* NAVD 88     -       400.739  (meters)    1314.76   (feet)  ADJUSTED  
 CT0262  ___________________________________________________________________
 CT0262  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CT0262  DYNAMIC HT  -         400.231 (meters)    1313.09  (feet)  COMP
 CT0262  MODELED GRAV-     979,358.3   (mgal)                       NAVD 88
 CT0262
 CT0262  VERT ORDER  -  FIRST     CLASS II
 CT0262
 CT0262.The horizontal coordinates were scaled from a topographic map and have
 CT0262.an estimated accuracy of +/- 6 seconds.
 CT0262
 CT0262.The orthometric height was determined by differential leveling
 CT0262.and adjusted by the National Geodetic Survey in June 1991..
 CT0262.WARNING-Repeat measurements at this control monument indicate possible
 CT0262.vertical movement.
 CT0262
 CT0262.The geoid height was determined by GEOID03.
 CT0262
 CT0262.The dynamic height is computed by dividing the NAVD 88
 CT0262.geopotential number by the normal gravity value computed on the
 CT0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0262.degrees latitude (g = 980.6199 gals.).
 CT0262
 CT0262.The modeled gravity was interpolated from observed gravity values.
 CT0262
 CT0262;                    North         East    Units  Estimated Accuracy
 CT0262;SPC TXNC     - 2,095,620.      586,460.      MT  (+/- 180 meters Scaled)
 CT0262
 CT0262                          SUPERSEDED SURVEY CONTROL
 CT0262
 CT0262  NGVD 29 (??/??/92)  400.609  (m)         1314.33   (f) ADJ UNCH    1 2
 CT0262
 CT0262.Superseded values are not recommended for survey control.
 CT0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0262.See file dsdata.txt to determine how the superseded data were derived.
 CT0262
 CT0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA334991(NAD 83)
 CT0262_MARKER: DB = BENCH MARK DISK
 CT0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0262_SP_SET: FOUNDATION
 CT0262_STAMPING: J 275 1934
 CT0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0262
 CT0262  HISTORY     - Date     Condition        Report By
 CT0262  HISTORY     - 1934     MONUMENTED       CGS
 CT0262  HISTORY     - 1956     GOOD             NGS
 CT0262
 CT0262                          STATION DESCRIPTION
 CT0262
 CT0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0262'4.7 MI NE FROM RANGER.
 CT0262'4.7 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0262'STATION AT RANGER, 8 POLES SOUTH OF MILEPOST 336, 8.6 FEET EAST OF THE
 CT0262'EAST RAIL, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 CT0262'FOUNDATION OF SIGNAL 336.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0448 ***********************************************************************
 DM0448  DESIGNATION -  J 276
 DM0448  PID         -  DM0448
 DM0448  STATE/COUNTY-  TX/HOPKINS
 DM0448  USGS QUAD   -  DIKE (1965)
 DM0448
 DM0448                         *CURRENT SURVEY CONTROL
 DM0448  ___________________________________________________________________
 DM0448* NAD 83(1986)-  33 09 27.     (N)    095 29 42.     (W)     SCALED    
 DM0448* NAVD 88     -       121.224  (meters)     397.72   (feet)  ADJUSTED  
 DM0448  ___________________________________________________________________
 DM0448  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DM0448  DYNAMIC HT  -         121.090 (meters)     397.28  (feet)  COMP
 DM0448  MODELED GRAV-     979,537.4   (mgal)                       NAVD 88
 DM0448
 DM0448  VERT ORDER  -  SECOND    CLASS 0
 DM0448
 DM0448.The horizontal coordinates were scaled from a topographic map and have
 DM0448.an estimated accuracy of +/- 6 seconds.
 DM0448
 DM0448.The orthometric height was determined by differential leveling
 DM0448.and adjusted by the National Geodetic Survey in June 1991..
 DM0448
 DM0448.The geoid height was determined by GEOID03.
 DM0448
 DM0448.The dynamic height is computed by dividing the NAVD 88
 DM0448.geopotential number by the normal gravity value computed on the
 DM0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0448.degrees latitude (g = 980.6199 gals.).
 DM0448
 DM0448.The modeled gravity was interpolated from observed gravity values.
 DM0448
 DM0448;                    North         East    Units  Estimated Accuracy
 DM0448;SPC TXNC     - 2,169,330.      880,250.      MT  (+/- 180 meters Scaled)
 DM0448
 DM0448                          SUPERSEDED SURVEY CONTROL
 DM0448
 DM0448  NGVD 29 (??/??/92)  121.228  (m)          397.73   (f) ADJ UNCH    2 0
 DM0448
 DM0448.Superseded values are not recommended for survey control.
 DM0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0448.See file dsdata.txt to determine how the superseded data were derived.
 DM0448
 DM0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS673715(NAD 83)
 DM0448_MARKER: DB = BENCH MARK DISK
 DM0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0448_STAMPING: J 276 1934
 DM0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0448+STABILITY: SURFACE MOTION
 DM0448
 DM0448  HISTORY     - Date     Condition        Report By
 DM0448  HISTORY     - 1934     MONUMENTED       CGS
 DM0448  HISTORY     - 1964     MARK NOT FOUND   USGS
 DM0448  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 DM0448
 DM0448                          STATION DESCRIPTION
 DM0448
 DM0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0448'5.0 MI SW FROM WEAVER.
 DM0448'5.0 MI SW OF AND ALONG THE ST. L AND SW R R.  125 YARDS W OF MILE POST
 DM0448'511/20.  AT A CROSS ROAD.  38 FEET E OF CENTER OF CROSS ROAD.  6 FEET
 DM0448'N OF R/W FENCE.  NOTE-- ROAD CONSTRUCTION IN THE AREA.
 DM0448
 DM0448                          STATION RECOVERY (1964)
 DM0448
 DM0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM0448'MARK NOT FOUND.
 DM0448
 DM0448                          STATION RECOVERY (1995)
 DM0448
 DM0448'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0093 ***********************************************************************
 CR0093  DESIGNATION -  J 277
 CR0093  PID         -  CR0093
 CR0093  STATE/COUNTY-  TX/PANOLA
 CR0093  USGS QUAD   -  LAKE MURVAUL (1983)
 CR0093
 CR0093                         *CURRENT SURVEY CONTROL
 CR0093  ___________________________________________________________________
 CR0093* NAD 83(1986)-  32 02 44.     (N)    094 22 54.     (W)     SCALED    
 CR0093* NAVD 88     -        69.854  (meters)     229.18   (feet)  ADJUSTED  
 CR0093  ___________________________________________________________________
 CR0093  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0093  DYNAMIC HT  -          69.772 (meters)     228.91  (feet)  COMP
 CR0093  MODELED GRAV-     979,453.6   (mgal)                       NAVD 88
 CR0093
 CR0093  VERT ORDER  -  SECOND    CLASS 0
 CR0093
 CR0093.The horizontal coordinates were scaled from a topographic map and have
 CR0093.an estimated accuracy of +/- 6 seconds.
 CR0093
 CR0093.The orthometric height was determined by differential leveling
 CR0093.and adjusted by the National Geodetic Survey in June 1991..
 CR0093
 CR0093.The geoid height was determined by GEOID03.
 CR0093
 CR0093.The dynamic height is computed by dividing the NAVD 88
 CR0093.geopotential number by the normal gravity value computed on the
 CR0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0093.degrees latitude (g = 980.6199 gals.).
 CR0093
 CR0093.The modeled gravity was interpolated from observed gravity values.
 CR0093
 CR0093;                    North         East    Units  Estimated Accuracy
 CR0093;SPC TXNC     - 2,049,640.      988,870.      MT  (+/- 180 meters Scaled)
 CR0093
 CR0093                          SUPERSEDED SURVEY CONTROL
 CR0093
 CR0093  NGVD 29 (??/??/92)   69.887  (m)          229.29   (f) ADJ UNCH    2 0
 CR0093
 CR0093.Superseded values are not recommended for survey control.
 CR0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0093.See file dsdata.txt to determine how the superseded data were derived.
 CR0093
 CR0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR695463(NAD 83)
 CR0093_MARKER: DB = BENCH MARK DISK
 CR0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0093_STAMPING: J 277 1934
 CR0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0093+STABILITY: SURFACE MOTION
 CR0093
 CR0093  HISTORY     - Date     Condition        Report By
 CR0093  HISTORY     - 1934     MONUMENTED       CGS
 CR0093
 CR0093                          STATION DESCRIPTION
 CR0093
 CR0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0093'1.6 MI N FROM GARY.
 CR0093'1.6 MI N OF AND ALONG THE S F R R 120 YARDS NW OF MILE POST 163.  34
 CR0093'YARDS NW OF S END OF TRESTLE 163A.  27 FEET W OF CENTER OF TRACK.  5
 CR0093'FEET N OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0216 ***********************************************************************
 CR0216  DESIGNATION -  J 278
 CR0216  PID         -  CR0216
 CR0216  STATE/COUNTY-  TX/GREGG
 CR0216  USGS QUAD   -  WHITE OAK (1978)
 CR0216
 CR0216                         *CURRENT SURVEY CONTROL
 CR0216  ___________________________________________________________________
 CR0216* NAD 83(1986)-  32 30 11.     (N)    094 46 48.     (W)     SCALED    
 CR0216* NAVD 88     -        96.376  (meters)     316.19   (feet)  ADJUSTED  
 CR0216  ___________________________________________________________________
 CR0216  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CR0216  DYNAMIC HT  -          96.266 (meters)     315.83  (feet)  COMP
 CR0216  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 CR0216
 CR0216  VERT ORDER  -  SECOND    CLASS 0
 CR0216
 CR0216.The horizontal coordinates were scaled from a topographic map and have
 CR0216.an estimated accuracy of +/- 6 seconds.
 CR0216
 CR0216.The orthometric height was determined by differential leveling
 CR0216.and adjusted by the National Geodetic Survey in June 1991..
 CR0216
 CR0216.The geoid height was determined by GEOID03.
 CR0216
 CR0216.The dynamic height is computed by dividing the NAVD 88
 CR0216.geopotential number by the normal gravity value computed on the
 CR0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0216.degrees latitude (g = 980.6199 gals.).
 CR0216
 CR0216.The modeled gravity was interpolated from observed gravity values.
 CR0216
 CR0216;                    North         East    Units  Estimated Accuracy
 CR0216;SPC TXNC     - 2,098,940.      949,480.      MT  (+/- 180 meters Scaled)
 CR0216
 CR0216                          SUPERSEDED SURVEY CONTROL
 CR0216
 CR0216  NGVD 29 (??/??/92)   96.407  (m)          316.30   (f) ADJ UNCH    2 0
 CR0216
 CR0216.Superseded values are not recommended for survey control.
 CR0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0216.See file dsdata.txt to determine how the superseded data were derived.
 CR0216
 CR0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR327975(NAD 83)
 CR0216_MARKER: DB = BENCH MARK DISK
 CR0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0216_SP_SET: ABUTMENT
 CR0216_STAMPING: J 278 1934
 CR0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0216
 CR0216  HISTORY     - Date     Condition        Report By
 CR0216  HISTORY     - 1934     MONUMENTED       CGS
 CR0216  HISTORY     - 1958     MARK NOT FOUND   USGS
 CR0216
 CR0216                          STATION DESCRIPTION
 CR0216
 CR0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0216'2.3 MI W FROM LONGVIEW.
 CR0216'2.3 MI W OF AND ALONG THE T P R R 490 YARDS E OF MILE POST 93.  40
 CR0216'FEET N OF CENTER OF TRACK.  DISK IS SET HORIZONTALLY ON E END OF A
 CR0216'CONCRETE ABUTMENT OF CULVERT.
 CR0216
 CR0216                          STATION RECOVERY (1958)
 CR0216
 CR0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CR0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0411 ***********************************************************************
 BZ0411  DESIGNATION -  J 28 USGS
 BZ0411  PID         -  BZ0411
 BZ0411  STATE/COUNTY-  TX/LEON
 BZ0411  USGS QUAD   -  JEWETT (1982)
 BZ0411
 BZ0411                         *CURRENT SURVEY CONTROL
 BZ0411  ___________________________________________________________________
 BZ0411* NAD 83(1986)-  31 19 00.     (N)    096 12 11.     (W)     SCALED    
 BZ0411* NAVD 88     -       134.609  (meters)     441.63   (feet)  ADJUSTED  
 BZ0411  ___________________________________________________________________
 BZ0411  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BZ0411  DYNAMIC HT  -         134.442 (meters)     441.08  (feet)  COMP
 BZ0411  MODELED GRAV-     979,398.2   (mgal)                       NAVD 88
 BZ0411
 BZ0411  VERT ORDER  -  FIRST     CLASS II
 BZ0411
 BZ0411.The horizontal coordinates were scaled from a topographic map and have
 BZ0411.an estimated accuracy of +/- 6 seconds.
 BZ0411
 BZ0411.The orthometric height was determined by differential leveling
 BZ0411.and adjusted by the National Geodetic Survey in June 1991..
 BZ0411
 BZ0411.The geoid height was determined by GEOID03.
 BZ0411
 BZ0411.The dynamic height is computed by dividing the NAVD 88
 BZ0411.geopotential number by the normal gravity value computed on the
 BZ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0411.degrees latitude (g = 980.6199 gals.).
 BZ0411
 BZ0411.The modeled gravity was interpolated from observed gravity values.
 BZ0411
 BZ0411;                    North         East    Units  Estimated Accuracy
 BZ0411;SPC TX C     - 3,190,210.    1,093,020.      MT  (+/- 180 meters Scaled)
 BZ0411
 BZ0411                          SUPERSEDED SURVEY CONTROL
 BZ0411
 BZ0411  NGVD 29 (??/??/92)  134.582  (m)          441.54   (f) ADJ UNCH    1 2
 BZ0411
 BZ0411.Superseded values are not recommended for survey control.
 BZ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0411.See file dsdata.txt to determine how the superseded data were derived.
 BZ0411
 BZ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV661680(NAD 83)
 BZ0411_MARKER: DD = SURVEY DISK
 BZ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0411_STAMPING: 441.469 J 28 1924
 BZ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0411+STABILITY: SURFACE MOTION
 BZ0411
 BZ0411  HISTORY     - Date     Condition        Report By
 BZ0411  HISTORY     - 1924     MONUMENTED       USGS
 BZ0411  HISTORY     - 1952     GOOD             NGS
 BZ0411
 BZ0411                          STATION DESCRIPTION
 BZ0411
 BZ0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0411'4.8 MI SW FROM JEWETT.
 BZ0411'4.8 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0411'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT JEWETT,
 BZ0411'3-1/2 POLES SOUTHWEST OF MILEPOST 48-10, AT A ROAD CROSSING, 27 FEET
 BZ0411'NORTHEAST OF THE CENTERLINE OF THE ROAD, 41 FEET SOUTHEAST OF THE
 BZ0411'SOUTHEAST RAIL, 6.5 FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A
 BZ0411'FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A
 BZ0411'CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0522 ***********************************************************************
 DO0522  DESIGNATION -  J 280
 DO0522  PID         -  DO0522
 DO0522  STATE/COUNTY-  TX/HASKELL
 DO0522  USGS QUAD   -  HASKELL (1966)
 DO0522
 DO0522                         *CURRENT SURVEY CONTROL
 DO0522  ___________________________________________________________________
 DO0522* NAD 83(1986)-  33 10 12.     (N)    099 38 58.     (W)     SCALED    
 DO0522* NAVD 88     -       454.246  (meters)    1490.31   (feet)  ADJUSTED  
 DO0522  ___________________________________________________________________
 DO0522  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DO0522  DYNAMIC HT  -         453.683 (meters)    1488.46  (feet)  COMP
 DO0522  MODELED GRAV-     979,384.3   (mgal)                       NAVD 88
 DO0522
 DO0522  VERT ORDER  -  SECOND    CLASS 0
 DO0522
 DO0522.The horizontal coordinates were scaled from a topographic map and have
 DO0522.an estimated accuracy of +/- 6 seconds.
 DO0522
 DO0522.The orthometric height was determined by differential leveling
 DO0522.and adjusted by the National Geodetic Survey in June 1991..
 DO0522
 DO0522.The geoid height was determined by GEOID03.
 DO0522
 DO0522.The dynamic height is computed by dividing the NAVD 88
 DO0522.geopotential number by the normal gravity value computed on the
 DO0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0522.degrees latitude (g = 980.6199 gals.).
 DO0522
 DO0522.The modeled gravity was interpolated from observed gravity values.
 DO0522
 DO0522;                    North         East    Units  Estimated Accuracy
 DO0522;SPC TXNC     - 2,167,290.      492,800.      MT  (+/- 180 meters Scaled)
 DO0522
 DO0522                          SUPERSEDED SURVEY CONTROL
 DO0522
 DO0522  NGVD 29 (??/??/92)  454.090  (m)         1489.79   (f) ADJ UNCH    2 0
 DO0522
 DO0522.Superseded values are not recommended for survey control.
 DO0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0522.See file dsdata.txt to determine how the superseded data were derived.
 DO0522
 DO0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB394703(NAD 83)
 DO0522_MARKER: DB = BENCH MARK DISK
 DO0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0522_STAMPING: J 280 1934
 DO0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0522+STABILITY: SURFACE MOTION
 DO0522
 DO0522  HISTORY     - Date     Condition        Report By
 DO0522  HISTORY     - 1934     MONUMENTED       CGS
 DO0522  HISTORY     - 1966     GOOD             USGS
 DO0522  HISTORY     - 1982     MARK NOT FOUND   NGS
 DO0522
 DO0522                          STATION DESCRIPTION
 DO0522
 DO0522'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DO0522'5.9 MI E FROM HASKELL.
 DO0522'COURTHOUSE AT HASKELL.  THENCE 5.5 MILES EAST ALONG STATE HIGHWAY 24
 DO0522'TO THE JUNCTION OF STATE HIGHWAY 24 AND FARM ROAD 618.  THENCE 0.05
 DO0522'MILES NORTH.  THENCE 0.5 MILES WEST TO A T FENCE NORTH.  39 FEET NORTH
 DO0522'AND 140 FEET EAST OF THE T FENCE.  A STANDARD DISK STAMPED J 280 1934
 DO0522'AND SET IN A CONCRETE POST.
 DO0522
 DO0522                          STATION RECOVERY (1982)
 DO0522
 DO0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DO0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0275 ***********************************************************************
 DO0275  DESIGNATION -  J 281
 DO0275  PID         -  DO0275
 DO0275  STATE/COUNTY-  TX/YOUNG
 DO0275  USGS QUAD   -  PROFFITT CROSSING (1981)
 DO0275
 DO0275                         *CURRENT SURVEY CONTROL
 DO0275  ___________________________________________________________________
 DO0275* NAD 83(1986)-  33 10 58.     (N)    098 53 41.     (W)     SCALED    
 DO0275* NAVD 88     -       339.272  (meters)    1113.09   (feet)  ADJUSTED  
 DO0275  ___________________________________________________________________
 DO0275  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DO0275  DYNAMIC HT  -         338.868 (meters)    1111.77  (feet)  COMP
 DO0275  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 DO0275
 DO0275  VERT ORDER  -  SECOND    CLASS 0
 DO0275
 DO0275.The horizontal coordinates were scaled from a topographic map and have
 DO0275.an estimated accuracy of +/- 6 seconds.
 DO0275
 DO0275.The orthometric height was determined by differential leveling
 DO0275.and adjusted by the National Geodetic Survey in June 1991..
 DO0275
 DO0275.The geoid height was determined by GEOID03.
 DO0275
 DO0275.The dynamic height is computed by dividing the NAVD 88
 DO0275.geopotential number by the normal gravity value computed on the
 DO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0275.degrees latitude (g = 980.6199 gals.).
 DO0275
 DO0275.The modeled gravity was interpolated from observed gravity values.
 DO0275
 DO0275;                    North         East    Units  Estimated Accuracy
 DO0275;SPC TXNC     - 2,168,190.      563,190.      MT  (+/- 180 meters Scaled)
 DO0275
 DO0275                          SUPERSEDED SURVEY CONTROL
 DO0275
 DO0275  NGVD 29 (??/??/92)  339.173  (m)         1112.77   (f) ADJ UNCH    2 0
 DO0275
 DO0275.Superseded values are not recommended for survey control.
 DO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0275.See file dsdata.txt to determine how the superseded data were derived.
 DO0275
 DO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB098715(NAD 83)
 DO0275_MARKER: DB = BENCH MARK DISK
 DO0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0275_SP_SET: FOUNDATION
 DO0275_STAMPING: J 281 1934
 DO0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0275
 DO0275  HISTORY     - Date     Condition        Report By
 DO0275  HISTORY     - 1934     MONUMENTED       CGS
 DO0275  HISTORY     - 1957     GOOD             NGS
 DO0275
 DO0275                          STATION DESCRIPTION
 DO0275
 DO0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DO0275'10.5 MI W FROM NEWCASTLE.
 DO0275'10.5 MI. W OF AND ALONG STATE HIGHWAY NO 120 DISK SET HORIZONTALLY IN
 DO0275'THE N WINGWALL OF W ABUTMENT OF CONCRETE BRIDGE OVER ELM CREEK.
 DO0275
 DO0275                          STATION RECOVERY (1957)
 DO0275
 DO0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0001 ***********************************************************************
 CA0001  DESIGNATION -  J 282
 CA0001  PID         -  CA0001
 CA0001  STATE/COUNTY-  TX/COMANCHE
 CA0001  USGS QUAD   -  PROCTOR (1979)
 CA0001
 CA0001                         *CURRENT SURVEY CONTROL
 CA0001  ___________________________________________________________________
 CA0001* NAD 83(1986)-  31 56 19.     (N)    098 29 24.     (W)     SCALED    
 CA0001* NAVD 88     -       358.476  (meters)    1176.10   (feet)  ADJUSTED  
 CA0001  ___________________________________________________________________
 CA0001  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CA0001  DYNAMIC HT  -         358.021 (meters)    1174.61  (feet)  COMP
 CA0001  MODELED GRAV-     979,359.9   (mgal)                       NAVD 88
 CA0001
 CA0001  VERT ORDER  -  SECOND    CLASS 0
 CA0001
 CA0001.The horizontal coordinates were scaled from a topographic map and have
 CA0001.an estimated accuracy of +/- 6 seconds.
 CA0001
 CA0001.The orthometric height was determined by differential leveling
 CA0001.and adjusted by the National Geodetic Survey in June 1991..
 CA0001
 CA0001.The geoid height was determined by GEOID03.
 CA0001
 CA0001.The dynamic height is computed by dividing the NAVD 88
 CA0001.geopotential number by the normal gravity value computed on the
 CA0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0001.degrees latitude (g = 980.6199 gals.).
 CA0001
 CA0001.The modeled gravity was interpolated from observed gravity values.
 CA0001
 CA0001;                    North         East    Units  Estimated Accuracy
 CA0001;SPC TX C     - 3,253,310.      874,290.      MT  (+/- 180 meters Scaled)
 CA0001
 CA0001                          SUPERSEDED SURVEY CONTROL
 CA0001
 CA0001  NGVD 29 (??/??/92)  358.409  (m)         1175.88   (f) ADJ UNCH    2 0
 CA0001
 CA0001.Superseded values are not recommended for survey control.
 CA0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0001.See file dsdata.txt to determine how the superseded data were derived.
 CA0001
 CA0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA482337(NAD 83)
 CA0001_MARKER: DB = BENCH MARK DISK
 CA0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0001_STAMPING: J 282 1934
 CA0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0001+STABILITY: SURFACE MOTION
 CA0001
 CA0001  HISTORY     - Date     Condition        Report By
 CA0001  HISTORY     - 1934     MONUMENTED       CGS
 CA0001  HISTORY     - 1966     GOOD             NGS
 CA0001
 CA0001                          STATION DESCRIPTION
 CA0001
 CA0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CA0001'IN HASSE.
 CA0001'AT THE NORTH EDGE OF THE VILLAGE OF HASSE ALONG THE NORTHWEST
 CA0001'RIGHT-OF-WAY OF THE A.T. AND SANTA FE RAILWAY, 177 FEET SOUTHWEST OF A
 CA0001'ROAD CROSSING, 29 FEET NORTHWEST OF THE NORTHWEST RAILROAD TRACK, 37
 CA0001'FEET NORTH OF A RAILROAD SIGN POST 50/40, AND 1 FOOT SOUTHWEST OF A
 CA0001'METAL WITNESS POST.  A C AND GS DISK SET IN A 10 X 10 IN. CONCRETE
 CA0001'POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0127 ***********************************************************************
 CT0127  DESIGNATION -  J 283
 CT0127  PID         -  CT0127
 CT0127  STATE/COUNTY-  TX/ERATH
 CT0127  USGS QUAD   -  BLUFF DALE (1979)
 CT0127
 CT0127                         *CURRENT SURVEY CONTROL
 CT0127  ___________________________________________________________________
 CT0127* NAD 83(1986)-  32 20 55.     (N)    098 02 28.     (W)     SCALED    
 CT0127* NAVD 88     -       273.677  (meters)     897.89   (feet)  ADJUSTED  
 CT0127  ___________________________________________________________________
 CT0127  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CT0127  DYNAMIC HT  -         273.337 (meters)     896.77  (feet)  COMP
 CT0127  MODELED GRAV-     979,389.2   (mgal)                       NAVD 88
 CT0127
 CT0127  VERT ORDER  -  SECOND    CLASS 0
 CT0127
 CT0127.The horizontal coordinates were scaled from a topographic map and have
 CT0127.an estimated accuracy of +/- 6 seconds.
 CT0127
 CT0127.The orthometric height was determined by differential leveling
 CT0127.and adjusted by the National Geodetic Survey in June 1991..
 CT0127
 CT0127.The geoid height was determined by GEOID03.
 CT0127
 CT0127.The dynamic height is computed by dividing the NAVD 88
 CT0127.geopotential number by the normal gravity value computed on the
 CT0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0127.degrees latitude (g = 980.6199 gals.).
 CT0127
 CT0127.The modeled gravity was interpolated from observed gravity values.
 CT0127
 CT0127;                    North         East    Units  Estimated Accuracy
 CT0127;SPC TXNC     - 2,075,720.      643,200.      MT  (+/- 180 meters Scaled)
 CT0127
 CT0127                          SUPERSEDED SURVEY CONTROL
 CT0127
 CT0127  NGVD 29 (??/??/92)  273.617  (m)          897.69   (f) ADJ UNCH    2 0
 CT0127
 CT0127.Superseded values are not recommended for survey control.
 CT0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0127.See file dsdata.txt to determine how the superseded data were derived.
 CT0127
 CT0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA902794(NAD 83)
 CT0127_MARKER: DB = BENCH MARK DISK
 CT0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0127_SP_SET: BRIDGE ABUTMENT
 CT0127_STAMPING: J 283 1934
 CT0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0127
 CT0127  HISTORY     - Date     Condition        Report By
 CT0127  HISTORY     - 1934     MONUMENTED       CGS
 CT0127  HISTORY     - 1966     GOOD             NGS
 CT0127  HISTORY     - 19950408 GOOD             USPSQD
 CT0127
 CT0127                          STATION DESCRIPTION
 CT0127
 CT0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0127'1.3 MI W FROM BLUFFDALE.
 CT0127'ABOUT 1.3 MILES WEST ALONG THE A.T. AND SANTA FE RAILWAY FROM A
 CT0127'RAILROAD SIGN WHERE THE OLD DEPOT USED TO BE TO SITE OF MARK.  TO
 CT0127'REACH FROM THE POST OFFICE IN BLUFFDALE, GO WEST ON U. S. HIGHWAY 377
 CT0127'FOR 0.85 MILE TO F. M. HIGHWAY 1188, TURN RIGHT ALONG F.M. HIGHWAY
 CT0127'1188 FOR 0.4 MILE TO A BRIDGE OVER PALUXY CREEK, THENCE WALK ACROSS A
 CT0127'PASTURE LAND, NORTH, ABOUT 200 YARDS TO A RAILROAD BRIDGE AND SITE OF
 CT0127'BENCH MARK, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 CT0127'ABUTMENT.
 CT0127
 CT0127                          STATION RECOVERY (1995)
 CT0127
 CT0127'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0342 ***********************************************************************
 CA0342  DESIGNATION -  J 284
 CA0342  PID         -  CA0342
 CA0342  STATE/COUNTY-  TX/COMANCHE
 CA0342  USGS QUAD   -  COMANCHE (1969)
 CA0342
 CA0342                         *CURRENT SURVEY CONTROL
 CA0342  ___________________________________________________________________
 CA0342* NAD 83(1986)-  31 53 21.     (N)    098 33 28.     (W)     SCALED    
 CA0342* NAVD 88     -       404.201  (meters)    1326.12   (feet)  ADJUSTED  
 CA0342  ___________________________________________________________________
 CA0342  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CA0342  DYNAMIC HT  -         403.683 (meters)    1324.42  (feet)  COMP
 CA0342  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 CA0342
 CA0342  VERT ORDER  -  SECOND    CLASS 0
 CA0342
 CA0342.The horizontal coordinates were scaled from a topographic map and have
 CA0342.an estimated accuracy of +/- 6 seconds.
 CA0342
 CA0342.The orthometric height was determined by differential leveling
 CA0342.and adjusted by the National Geodetic Survey in June 1991..
 CA0342
 CA0342.The geoid height was determined by GEOID03.
 CA0342
 CA0342.The dynamic height is computed by dividing the NAVD 88
 CA0342.geopotential number by the normal gravity value computed on the
 CA0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0342.degrees latitude (g = 980.6199 gals.).
 CA0342
 CA0342.The modeled gravity was interpolated from observed gravity values.
 CA0342
 CA0342;                    North         East    Units  Estimated Accuracy
 CA0342;SPC TX C     - 3,247,730.      867,970.      MT  (+/- 180 meters Scaled)
 CA0342
 CA0342                          SUPERSEDED SURVEY CONTROL
 CA0342
 CA0342  NGVD 29 (??/??/92)  404.123  (m)         1325.86   (f) ADJ UNCH    2 0
 CA0342
 CA0342.Superseded values are not recommended for survey control.
 CA0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0342.See file dsdata.txt to determine how the superseded data were derived.
 CA0342
 CA0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA418282(NAD 83)
 CA0342_MARKER: DB = BENCH MARK DISK
 CA0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0342_STAMPING: J 284 1934
 CA0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0342+STABILITY: SURFACE MOTION
 CA0342
 CA0342  HISTORY     - Date     Condition        Report By
 CA0342  HISTORY     - 1934     MONUMENTED       CGS
 CA0342
 CA0342                          STATION DESCRIPTION
 CA0342
 CA0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0342'3.2 MI E FROM COMANCHE.
 CA0342'3.2 MI E OF AND ALONG STATE HWY 36 AT A CROSS ROAD.  61 FEET S OF
 CA0342'CENTER OF HIGHWAY.  20 FEET E OF CENTER OF CROSS ROAD.  IN THE R/W
 CA0342'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0127 ***********************************************************************
 CA0127  DESIGNATION -  J 285
 CA0127  PID         -  CA0127
 CA0127  STATE/COUNTY-  TX/LAMPASAS
 CA0127  USGS QUAD   -  EVANT (1979)
 CA0127
 CA0127                         *CURRENT SURVEY CONTROL
 CA0127  ___________________________________________________________________
 CA0127* NAD 83(1986)-  31 27 00.     (N)    098 10 14.     (W)     SCALED    
 CA0127* NAVD 88     -       398.796  (meters)    1308.38   (feet)  ADJUSTED  
 CA0127  ___________________________________________________________________
 CA0127  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CA0127  DYNAMIC HT  -         398.269 (meters)    1306.65  (feet)  COMP
 CA0127  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 CA0127
 CA0127  VERT ORDER  -  SECOND    CLASS 0
 CA0127
 CA0127.The horizontal coordinates were scaled from a topographic map and have
 CA0127.an estimated accuracy of +/- 6 seconds.
 CA0127
 CA0127.The orthometric height was determined by differential leveling
 CA0127.and adjusted by the National Geodetic Survey in June 1991..
 CA0127
 CA0127.The geoid height was determined by GEOID03.
 CA0127
 CA0127.The dynamic height is computed by dividing the NAVD 88
 CA0127.geopotential number by the normal gravity value computed on the
 CA0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0127.degrees latitude (g = 980.6199 gals.).
 CA0127
 CA0127.The modeled gravity was interpolated from observed gravity values.
 CA0127
 CA0127;                    North         East    Units  Estimated Accuracy
 CA0127;SPC TX C     - 3,199,690.      905,550.      MT  (+/- 180 meters Scaled)
 CA0127
 CA0127                          SUPERSEDED SURVEY CONTROL
 CA0127
 CA0127  NGVD 29 (??/??/92)  398.698  (m)         1308.06   (f) ADJ UNCH    2 0
 CA0127
 CA0127.Superseded values are not recommended for survey control.
 CA0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0127.See file dsdata.txt to determine how the superseded data were derived.
 CA0127
 CA0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV788797(NAD 83)
 CA0127_MARKER: DB = BENCH MARK DISK
 CA0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0127_STAMPING: J 285 1934
 CA0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0127+STABILITY: SURFACE MOTION
 CA0127
 CA0127  HISTORY     - Date     Condition        Report By
 CA0127  HISTORY     - 1934     MONUMENTED       CGS
 CA0127
 CA0127                          STATION DESCRIPTION
 CA0127
 CA0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0127'2.1 MI S FROM EVANT.
 CA0127'IN LAMPASAS COUNTY, 2.1 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM A
 CA0127'SCHOOL AT EVANT, CORYELL COUNTY, 111 FEET SOUTHEAST OF A CONCRETE
 CA0127'CULVERT, 52 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF
 CA0127'THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0391 ***********************************************************************
 DM0391  DESIGNATION -  J 286
 DM0391  PID         -  DM0391
 DM0391  STATE/COUNTY-  TX/RED RIVER
 DM0391  USGS QUAD   -  CLARKSVILLE (1964)
 DM0391
 DM0391                         *CURRENT SURVEY CONTROL
 DM0391  ___________________________________________________________________
 DM0391* NAD 83(1986)-  33 37 00.     (N)    095 03 07.     (W)     SCALED    
 DM0391* NAVD 88     -       133.934  (meters)     439.42   (feet)  ADJUSTED  
 DM0391  ___________________________________________________________________
 DM0391  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DM0391  DYNAMIC HT  -         133.794 (meters)     438.96  (feet)  COMP
 DM0391  MODELED GRAV-     979,593.3   (mgal)                       NAVD 88
 DM0391
 DM0391  VERT ORDER  -  SECOND    CLASS 0
 DM0391
 DM0391.The horizontal coordinates were scaled from a topographic map and have
 DM0391.an estimated accuracy of +/- 6 seconds.
 DM0391
 DM0391.The orthometric height was determined by differential leveling
 DM0391.and adjusted by the National Geodetic Survey in June 1991..
 DM0391
 DM0391.The geoid height was determined by GEOID03.
 DM0391
 DM0391.The dynamic height is computed by dividing the NAVD 88
 DM0391.geopotential number by the normal gravity value computed on the
 DM0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0391.degrees latitude (g = 980.6199 gals.).
 DM0391
 DM0391.The modeled gravity was interpolated from observed gravity values.
 DM0391
 DM0391;                    North         East    Units  Estimated Accuracy
 DM0391;SPC TXNC     - 2,221,490.      919,890.      MT  (+/- 180 meters Scaled)
 DM0391
 DM0391                          SUPERSEDED SURVEY CONTROL
 DM0391
 DM0391  NGVD 29 (??/??/92)  133.928  (m)          439.40   (f) ADJ UNCH    2 0
 DM0391
 DM0391.Superseded values are not recommended for survey control.
 DM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0391.See file dsdata.txt to determine how the superseded data were derived.
 DM0391
 DM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT096215(NAD 83)
 DM0391_MARKER: DB = BENCH MARK DISK
 DM0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0391_STAMPING: J 286 1934
 DM0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0391+STABILITY: SURFACE MOTION
 DM0391
 DM0391  HISTORY     - Date     Condition        Report By
 DM0391  HISTORY     - 1934     MONUMENTED       CGS
 DM0391  HISTORY     - 1942     GOOD             NGS
 DM0391
 DM0391                          STATION DESCRIPTION
 DM0391
 DM0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0391'IN CLARKSVILLE.
 DM0391'AT CLARKSVILLE AND AT THE T P R R DEPOT.  AT THE DEPOT.  IN THE NW
 DM0391'CORNER OF SMALL PARK W OF DEPOT.  28 FEET W OF NW CORNER OF STATION.
 DM0391
 DM0391                          STATION RECOVERY (1942)
 DM0391
 DM0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 DM0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0351 ***********************************************************************
 CR0351  DESIGNATION -  J 287
 CR0351  PID         -  CR0351
 CR0351  STATE/COUNTY-  TX/WOOD
 CR0351  USGS QUAD   -  MINEOLA (1981)
 CR0351
 CR0351                         *CURRENT SURVEY CONTROL
 CR0351  ___________________________________________________________________
 CR0351* NAD 83(1986)-  32 38 51.     (N)    095 25 04.     (W)     SCALED    
 CR0351* NAVD 88     -       118.266  (meters)     388.01   (feet)  ADJUSTED  
 CR0351  ___________________________________________________________________
 CR0351  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CR0351  DYNAMIC HT  -         118.131 (meters)     387.57  (feet)  COMP
 CR0351  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 CR0351
 CR0351  VERT ORDER  -  SECOND    CLASS 0
 CR0351
 CR0351.The horizontal coordinates were scaled from a topographic map and have
 CR0351.an estimated accuracy of +/- 6 seconds.
 CR0351
 CR0351.The orthometric height was determined by differential leveling
 CR0351.and adjusted by the National Geodetic Survey in June 1991..
 CR0351
 CR0351.The geoid height was determined by GEOID03.
 CR0351
 CR0351.The dynamic height is computed by dividing the NAVD 88
 CR0351.geopotential number by the normal gravity value computed on the
 CR0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0351.degrees latitude (g = 980.6199 gals.).
 CR0351
 CR0351.The modeled gravity was interpolated from observed gravity values.
 CR0351
 CR0351;                    North         East    Units  Estimated Accuracy
 CR0351;SPC TXNC     - 2,113,010.      889,110.      MT  (+/- 180 meters Scaled)
 CR0351
 CR0351                          SUPERSEDED SURVEY CONTROL
 CR0351
 CR0351  NGVD 29 (??/??/92)  118.292  (m)          388.10   (f) ADJ UNCH    2 0
 CR0351
 CR0351.Superseded values are not recommended for survey control.
 CR0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0351.See file dsdata.txt to determine how the superseded data were derived.
 CR0351
 CR0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS732147(NAD 83)
 CR0351_MARKER: DB = BENCH MARK DISK
 CR0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0351_STAMPING: J 287 1934
 CR0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0351+STABILITY: SURFACE MOTION
 CR0351
 CR0351  HISTORY     - Date     Condition        Report By
 CR0351  HISTORY     - 1934     MONUMENTED       CGS
 CR0351  HISTORY     - 1958     MARK NOT FOUND   USGS
 CR0351  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0351
 CR0351                          STATION DESCRIPTION
 CR0351
 CR0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0351'4.1 MI E FROM MINEOLA.
 CR0351'4.1 MI E OF AND ALONG THE T P R R AT A COUNTRY ROAD CROSSING.  53
 CR0351'YARDS NW OF SEMAPHORE 1316.  50 FEET W OF CENTER OF CROSSROAD.  43
 CR0351'FEET N OF CENTER OF TRACK.
 CR0351
 CR0351                          STATION RECOVERY (1958)
 CR0351
 CR0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CR0351'MARK NOT FOUND.
 CR0351
 CR0351                          STATION RECOVERY (1995)
 CR0351
 CR0351'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0470 ***********************************************************************
 DM0470  DESIGNATION -  J 288
 DM0470  PID         -  DM0470
 DM0470  STATE/COUNTY-  TX/HUNT
 DM0470  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM0470
 DM0470                         *CURRENT SURVEY CONTROL
 DM0470  ___________________________________________________________________
 DM0470* NAD 83(1986)-  33 07 53.     (N)    095 52 59.     (W)     SCALED    
 DM0470* NAVD 88     -       182.230  (meters)     597.87   (feet)  ADJUSTED  
 DM0470  ___________________________________________________________________
 DM0470  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DM0470  DYNAMIC HT  -         182.030 (meters)     597.21  (feet)  COMP
 DM0470  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 DM0470
 DM0470  VERT ORDER  -  SECOND    CLASS 0
 DM0470
 DM0470.The horizontal coordinates were scaled from a topographic map and have
 DM0470.an estimated accuracy of +/- 6 seconds.
 DM0470
 DM0470.The orthometric height was determined by differential leveling
 DM0470.and adjusted by the National Geodetic Survey in June 1991..
 DM0470
 DM0470.The geoid height was determined by GEOID03.
 DM0470
 DM0470.The dynamic height is computed by dividing the NAVD 88
 DM0470.geopotential number by the normal gravity value computed on the
 DM0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0470.degrees latitude (g = 980.6199 gals.).
 DM0470
 DM0470.The modeled gravity was interpolated from observed gravity values.
 DM0470
 DM0470;                    North         East    Units  Estimated Accuracy
 DM0470;SPC TXNC     - 2,165,460.      844,140.      MT  (+/- 180 meters Scaled)
 DM0470
 DM0470                          SUPERSEDED SURVEY CONTROL
 DM0470
 DM0470  NGVD 29 (??/??/92)  182.221  (m)          597.84   (f) ADJ UNCH    2 0
 DM0470
 DM0470.Superseded values are not recommended for survey control.
 DM0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0470.See file dsdata.txt to determine how the superseded data were derived.
 DM0470
 DM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS310695(NAD 83)
 DM0470_MARKER: DB = BENCH MARK DISK
 DM0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0470_STAMPING: J 288 1934
 DM0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0470+STABILITY: SURFACE MOTION
 DM0470
 DM0470  HISTORY     - Date     Condition        Report By
 DM0470  HISTORY     - 1934     MONUMENTED       CGS
 DM0470  HISTORY     - 1964     MARK NOT FOUND   NGS
 DM0470  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DM0470
 DM0470                          STATION DESCRIPTION
 DM0470
 DM0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0470'2.5 MI W FROM CUMBY.
 DM0470'2.5 MI W OF AND ALONG THE L AND A RR AT A ROAD CROSSING.  185 YARDS E
 DM0470'OF MILE POST 157.  29 FEET E OF CENTER OF CROSS ROAD.  38 FEET S OF
 DM0470'CENTER OF TRACK.  IN A PASTURE FENCE CORNER.  STANDARD DISK STAMPED J
 DM0470'288 1934 AND SET IN THE TOP OF A CONCRETE POST.
 DM0470
 DM0470                          STATION RECOVERY (1964)
 DM0470
 DM0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DM0470'MARK NOT FOUND.
 DM0470
 DM0470                          STATION RECOVERY (1994)
 DM0470
 DM0470'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1421 ***********************************************************************
 CS1421  DESIGNATION -  J 289
 CS1421  PID         -  CS1421
 CS1421  STATE/COUNTY-  TX/DALLAS
 CS1421  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1421
 CS1421                         *CURRENT SURVEY CONTROL
 CS1421  ___________________________________________________________________
 CS1421* NAD 83(1986)-  32 46 39.     (N)    096 39 07.     (W)     SCALED    
 CS1421* NAVD 88     -       164.056  (meters)     538.24   (feet)  ADJUSTED  
 CS1421  ___________________________________________________________________
 CS1421  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CS1421  DYNAMIC HT  -         163.873 (meters)     537.64  (feet)  COMP
 CS1421  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 CS1421
 CS1421  VERT ORDER  -  SECOND    CLASS 0
 CS1421
 CS1421.The horizontal coordinates were scaled from a topographic map and have
 CS1421.an estimated accuracy of +/- 6 seconds.
 CS1421
 CS1421.The orthometric height was determined by differential leveling
 CS1421.and adjusted by the National Geodetic Survey in June 1991..
 CS1421.WARNING-Repeat measurements at this control monument indicate possible
 CS1421.vertical movement.
 CS1421
 CS1421.The geoid height was determined by GEOID03.
 CS1421
 CS1421.The dynamic height is computed by dividing the NAVD 88
 CS1421.geopotential number by the normal gravity value computed on the
 CS1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1421.degrees latitude (g = 980.6199 gals.).
 CS1421
 CS1421.The modeled gravity was interpolated from observed gravity values.
 CS1421
 CS1421;                    North         East    Units  Estimated Accuracy
 CS1421;SPC TXNC     - 2,124,700.      773,110.      MT  (+/- 180 meters Scaled)
 CS1421
 CS1421                          SUPERSEDED SURVEY CONTROL
 CS1421
 CS1421  NGVD 29 (??/??/92)  164.067  (m)          538.28   (f) ADJ UNCH    2 0
 CS1421
 CS1421.Superseded values are not recommended for survey control.
 CS1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1421.See file dsdata.txt to determine how the superseded data were derived.
 CS1421
 CS1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB199290(NAD 83)
 CS1421_MARKER: DB = BENCH MARK DISK
 CS1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1421_STAMPING: J 289 1934
 CS1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1421+STABILITY: SURFACE MOTION
 CS1421
 CS1421  HISTORY     - Date     Condition        Report By
 CS1421  HISTORY     - 1934     MONUMENTED       CGS
 CS1421  HISTORY     - 1952     GOOD             NGS
 CS1421  HISTORY     - 1958     GOOD             NGS
 CS1421
 CS1421                          STATION DESCRIPTION
 CS1421
 CS1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1421'2.8 MI W FROM MESQUITE.
 CS1421'2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1421'AT MESQUITE, 0.35 MILE WEST OF MILEPOST 205, 68 FEET NORTH OF THE
 CS1421'NORTH RAIL, 25 FEET SOUTH OF A FENCE, 6 FEET WEST OF A TELEPHONE POLE,
 CS1421'3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CS1421'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CS1421
 CS1421                          STATION RECOVERY (1958)
 CS1421
 CS1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0345 ***********************************************************************
 AZ0345  DESIGNATION -  J 29
 AZ0345  PID         -  AZ0345
 AZ0345  STATE/COUNTY-  TX/VAL VERDE
 AZ0345  USGS QUAD   -  PUMPVILLE (1980)
 AZ0345
 AZ0345                         *CURRENT SURVEY CONTROL
 AZ0345  ___________________________________________________________________
 AZ0345* NAD 83(1986)-  29 56 19.     (N)    101 43 38.     (W)     SCALED    
 AZ0345* NAVD 88     -       555.641  (meters)    1822.97   (feet)  POSTED    
 AZ0345  ___________________________________________________________________
 AZ0345  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AZ0345  DYNAMIC HT  -         554.820 (meters)    1820.27  (feet)  COMP
 AZ0345  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 AZ0345
 AZ0345  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0345
 AZ0345.The horizontal coordinates were scaled from a topographic map and have
 AZ0345.an estimated accuracy of +/- 6 seconds.
 AZ0345
 AZ0345.The orthometric height was determined by differential leveling
 AZ0345.and adjusted by the National Geodetic Survey in 1992..
 AZ0345.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0345.rate of 0.0 thru 1.0 mm/km.
 AZ0345
 AZ0345.The geoid height was determined by GEOID03.
 AZ0345
 AZ0345.The dynamic height is computed by dividing the NAVD 88
 AZ0345.geopotential number by the normal gravity value computed on the
 AZ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0345.degrees latitude (g = 980.6199 gals.).
 AZ0345
 AZ0345.The modeled gravity was interpolated from observed gravity values.
 AZ0345
 AZ0345;                    North         East    Units  Estimated Accuracy
 AZ0345;SPC TXSC     - 4,236,390.      336,740.      MT  (+/- 180 meters Scaled)
 AZ0345
 AZ0345                          SUPERSEDED SURVEY CONTROL
 AZ0345
 AZ0345.No superseded survey control is available for this station.
 AZ0345
 AZ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU367151(NAD 83)
 AZ0345_MARKER: DB = BENCH MARK DISK
 AZ0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0345_SP_SET: ABUTMENT
 AZ0345_STAMPING: ELEV. 1822.61 FT J 29 1917
 AZ0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0345
 AZ0345  HISTORY     - Date     Condition        Report By
 AZ0345  HISTORY     - 1917     MONUMENTED       CGS
 AZ0345  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0345
 AZ0345                          STATION DESCRIPTION
 AZ0345
 AZ0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0345'0.9 MI E FROM PUMPVILLE.
 AZ0345'ABOUT 0.9 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0345'PUMPVILLE, VAL VERDE COUNTY, BETWEEN THE FIFTH AND SIXTH POLES WEST OF
 AZ0345'MILEPOST 462, ON THE WEST ABUTMENT OF BRIDGE 462-A AND 10 FEET SOUTH
 AZ0345'OF THE TRACK.  A STANDARD DISK, STAMPED ELEV. 1,822.61 FT J 29 1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0413 ***********************************************************************
 BZ0413  DESIGNATION -  J 29 USGS
 BZ0413  PID         -  BZ0413
 BZ0413  STATE/COUNTY-  TX/LEON
 BZ0413  USGS QUAD   -  JEWETT (1982)
 BZ0413
 BZ0413                         *CURRENT SURVEY CONTROL
 BZ0413  ___________________________________________________________________
 BZ0413* NAD 83(1986)-  31 20 21.     (N)    096 10 37.     (W)     SCALED    
 BZ0413* NAVD 88     -       134.093  (meters)     439.94   (feet)  ADJUSTED  
 BZ0413  ___________________________________________________________________
 BZ0413  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BZ0413  DYNAMIC HT  -         133.926 (meters)     439.39  (feet)  COMP
 BZ0413  MODELED GRAV-     979,398.3   (mgal)                       NAVD 88
 BZ0413
 BZ0413  VERT ORDER  -  FIRST     CLASS II
 BZ0413
 BZ0413.The horizontal coordinates were scaled from a topographic map and have
 BZ0413.an estimated accuracy of +/- 6 seconds.
 BZ0413
 BZ0413.The orthometric height was determined by differential leveling
 BZ0413.and adjusted by the National Geodetic Survey in June 1991..
 BZ0413
 BZ0413.The geoid height was determined by GEOID03.
 BZ0413
 BZ0413.The dynamic height is computed by dividing the NAVD 88
 BZ0413.geopotential number by the normal gravity value computed on the
 BZ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0413.degrees latitude (g = 980.6199 gals.).
 BZ0413
 BZ0413.The modeled gravity was interpolated from observed gravity values.
 BZ0413
 BZ0413;                    North         East    Units  Estimated Accuracy
 BZ0413;SPC TX C     - 3,192,790.    1,095,410.      MT  (+/- 180 meters Scaled)
 BZ0413
 BZ0413                          SUPERSEDED SURVEY CONTROL
 BZ0413
 BZ0413  NGVD 29 (??/??/92)  134.066  (m)          439.85   (f) ADJ UNCH    1 2
 BZ0413
 BZ0413.Superseded values are not recommended for survey control.
 BZ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0413.See file dsdata.txt to determine how the superseded data were derived.
 BZ0413
 BZ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV685706(NAD 83)
 BZ0413_MARKER: DD = SURVEY DISK
 BZ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0413_STAMPING: J 29 1924 439.865
 BZ0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0413+STABILITY: SURFACE MOTION
 BZ0413
 BZ0413  HISTORY     - Date     Condition        Report By
 BZ0413  HISTORY     - 1924     MONUMENTED       USGS
 BZ0413  HISTORY     - 1952     GOOD             NGS
 BZ0413
 BZ0413                          STATION DESCRIPTION
 BZ0413
 BZ0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0413'2.7 MI SW FROM JEWETT.
 BZ0413'2.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0413'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT JEWETT, 0.5
 BZ0413'MILE SOUTHWEST OF THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 BZ0413'RAILROAD (FORMERLY THE BURLINGTON, ROCK ISLAND RAILROAD), AT A ROAD
 BZ0413'CROSSING, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 14.5 FEET SOUTHEAST
 BZ0413'OF TELEPHONE POLE 46-10, 7 FEET SOUTHWEST OF THE CENTERLINE OF A ROAD,
 BZ0413'0.7 FOOT NORTHEAST OF A FENCE CORNER, ON THE EXTENDED LINE OF A
 BZ0413'NORTHEAST AND SOUTHWEST FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, AND
 BZ0413'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0089 ***********************************************************************
 CT0089  DESIGNATION -  J 291
 CT0089  PID         -  CT0089
 CT0089  STATE/COUNTY-  TX/PALO PINTO
 CT0089  USGS QUAD   -  WHITT (1984)
 CT0089
 CT0089                         *CURRENT SURVEY CONTROL
 CT0089  ___________________________________________________________________
 CT0089* NAD 83(1986)-  32 58 18.     (N)    098 03 51.     (W)     SCALED    
 CT0089* NAVD 88     -       354.851  (meters)    1164.21   (feet)  ADJUSTED  
 CT0089  ___________________________________________________________________
 CT0089  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CT0089  DYNAMIC HT  -         354.421 (meters)    1162.80  (feet)  COMP
 CT0089  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 CT0089
 CT0089  VERT ORDER  -  SECOND    CLASS 0
 CT0089
 CT0089.The horizontal coordinates were scaled from a topographic map and have
 CT0089.an estimated accuracy of +/- 6 seconds.
 CT0089
 CT0089.The orthometric height was determined by differential leveling
 CT0089.and adjusted by the National Geodetic Survey in June 1991..
 CT0089
 CT0089.The geoid height was determined by GEOID03.
 CT0089
 CT0089.The dynamic height is computed by dividing the NAVD 88
 CT0089.geopotential number by the normal gravity value computed on the
 CT0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0089.degrees latitude (g = 980.6199 gals.).
 CT0089
 CT0089.The modeled gravity was interpolated from observed gravity values.
 CT0089
 CT0089;                    North         East    Units  Estimated Accuracy
 CT0089;SPC TXNC     - 2,144,800.      640,740.      MT  (+/- 180 meters Scaled)
 CT0089
 CT0089                          SUPERSEDED SURVEY CONTROL
 CT0089
 CT0089  NGVD 29 (??/??/92)  354.751  (m)         1163.88   (f) ADJ UNCH    2 0
 CT0089
 CT0089.Superseded values are not recommended for survey control.
 CT0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0089.See file dsdata.txt to determine how the superseded data were derived.
 CT0089
 CT0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB874485(NAD 83)
 CT0089_MARKER: DB = BENCH MARK DISK
 CT0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0089_SP_SET: CONCRETE POST
 CT0089_STAMPING: J 291 1934 1163.876
 CT0089_MARK LOGO: CGS   
 CT0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0089+STABILITY: SURFACE MOTION
 CT0089
 CT0089  HISTORY     - Date     Condition        Report By
 CT0089  HISTORY     - 1934     MONUMENTED       CGS
 CT0089  HISTORY     - 1961     GOOD             NGS
 CT0089  HISTORY     - 19810427 GOOD             NGS
 CT0089  HISTORY     - 20010325 GOOD             USPSQD
 CT0089  HISTORY     - 20050416 GOOD             USPSQD
 CT0089
 CT0089                          STATION DESCRIPTION
 CT0089
 CT0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0089'5.05 MI S FROM PERRIN.
 CT0089'ABOUT 4.4 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL BUILDING
 CT0089'AT PERRIN, THENCE 0.65 MILE WEST ALONG A GRADED DIRT ROAD, 28 FEET
 CT0089'NORTH OF THE CENTER LINE OF THE ROAD, 150 FEET SOUTHWEST OF THE
 CT0089'SOUTHWEST CORNER OF A WHITE FARMHOUSE, 41 FEET WEST OF A POWER POLE
 CT0089'BEARING A TRANSFORMER, 26 FEET EAST OF THE CENTER LINE OF AN OLD
 CT0089'RAILROAD GRADE, 6 INCHES SOUTH OF A FENCE, 1.1 FEET EAST OF A METAL
 CT0089'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 CT0089'TOP OF A CONCRETE POST PROJECTING 14 INCHES.
 CT0089
 CT0089                          STATION RECOVERY (1981)
 CT0089
 CT0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CT0089'RECOVERED IN GOOD CONDITION.
 CT0089
 CT0089                          STATION RECOVERY (2001)
 CT0089
 CT0089'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0089'RECOVERED IN GOOD CONDITION.
 CT0089
 CT0089                          STATION RECOVERY (2005)
 CT0089
 CT0089'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1213 ***********************************************************************
 CT1213  DESIGNATION -  J 291 RESET
 CT1213  PID         -  CT1213
 CT1213  STATE/COUNTY-  TX/PALO PINTO
 CT1213  USGS QUAD   -  WHITT (1984)
 CT1213
 CT1213                         *CURRENT SURVEY CONTROL
 CT1213  ___________________________________________________________________
 CT1213* NAD 83(1986)-  32 58 18.     (N)    098 03 51.     (W)     SCALED    
 CT1213* NAVD 88     -       354.55   (meters)    1163.2    (feet)  RESET     
 CT1213  ___________________________________________________________________
 CT1213  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CT1213
 CT1213  VERT ORDER  -  THIRD
 CT1213
 CT1213.The horizontal coordinates were scaled from a topographic map and have
 CT1213.an estimated accuracy of +/- 6 seconds.
 CT1213
 CT1213.The orthometric height was computed from unverified reset data.
 CT1213.No vertical observational check was made to the station.
 CT1213
 CT1213.The geoid height was determined by GEOID03.
 CT1213
 CT1213;                    North         East    Units  Estimated Accuracy
 CT1213;SPC TXNC     - 2,144,800.      640,740.      MT  (+/- 180 meters Scaled)
 CT1213
 CT1213                          SUPERSEDED SURVEY CONTROL
 CT1213
 CT1213  NGVD 29 (01/29/03)  354.45   (m)         1162.9    (f) RESET       3  
 CT1213
 CT1213.Superseded values are not recommended for survey control.
 CT1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1213.See file dsdata.txt to determine how the superseded data were derived.
 CT1213
 CT1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB874485(NAD 83)
 CT1213_MARKER: DB = BENCH MARK DISK
 CT1213_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CT1213_SP_SET: RETAINING WALL
 CT1213_STAMPING: J 291 RESET 1981
 CT1213_MARK LOGO: NGS   
 CT1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT1213
 CT1213  HISTORY     - Date     Condition        Report By
 CT1213  HISTORY     - 1981     MONUMENTED       NGS
 CT1213  HISTORY     - 20010325 GOOD             USPSQD
 CT1213  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 CT1213
 CT1213                          STATION DESCRIPTION
 CT1213
 CT1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CT1213'FROM THE SCHOOL IN PERRIN, GO SOUTH ON U.S. HIGHWAY 281 FOR 4.5 MILES
 CT1213'TO SIDE ROAD RIGHT AT BM F 1175, TURN RIGHT GO WEST ON GRAVEL ROAD
 CT1213'FOR 0.7 MILE TO A HOUSE ON THE RIGHT, CONTINUE WEST FOR 300 FEET TO
 CT1213'AN OLD RAILROAD GRADE AND MARK ON THE LEFT, 21 FEET SOUTH OF THE
 CT1213'CENTER OF THE GRAVEL ROAD, 2 FEET WEST OF THE WEST EDGE OF A GATE, 2
 CT1213'FEET EAST OF A METAL WITNESS POST ON THE WEST SIDE OF AN OLD RAILROAD
 CT1213'BED, AND FLUSH WITH GROUND.
 CT1213
 CT1213                          STATION RECOVERY (2001)
 CT1213
 CT1213'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT1213'RECOVERED IN GOOD CONDITION.
 CT1213
 CT1213                          STATION RECOVERY (2005)
 CT1213
 CT1213'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1017 ***********************************************************************
 BZ1017  DESIGNATION -  J 292
 BZ1017  PID         -  BZ1017
 BZ1017  STATE/COUNTY-  TX/BOSQUE
 BZ1017  USGS QUAD   -  CLIFTON (1979)
 BZ1017
 BZ1017                         *CURRENT SURVEY CONTROL
 BZ1017  ___________________________________________________________________
 BZ1017* NAD 83(1986)-  31 47 01.     (N)    097 34 22.     (W)     SCALED    
 BZ1017* NAVD 88     -       204.703  (meters)     671.60   (feet)  ADJUSTED  
 BZ1017  ___________________________________________________________________
 BZ1017  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BZ1017  DYNAMIC HT  -         204.445 (meters)     670.75  (feet)  COMP
 BZ1017  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 BZ1017
 BZ1017  VERT ORDER  -  SECOND    CLASS 0
 BZ1017
 BZ1017.The horizontal coordinates were scaled from a topographic map and have
 BZ1017.an estimated accuracy of +/- 6 seconds.
 BZ1017
 BZ1017.The orthometric height was determined by differential leveling
 BZ1017.and adjusted by the National Geodetic Survey in June 1991..
 BZ1017
 BZ1017.The geoid height was determined by GEOID03.
 BZ1017
 BZ1017.The dynamic height is computed by dividing the NAVD 88
 BZ1017.geopotential number by the normal gravity value computed on the
 BZ1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1017.degrees latitude (g = 980.6199 gals.).
 BZ1017
 BZ1017.The modeled gravity was interpolated from observed gravity values.
 BZ1017
 BZ1017;                    North         East    Units  Estimated Accuracy
 BZ1017;SPC TX C     - 3,237,930.      961,430.      MT  (+/- 180 meters Scaled)
 BZ1017
 BZ1017                          SUPERSEDED SURVEY CONTROL
 BZ1017
 BZ1017  NGVD 29 (??/??/92)  204.666  (m)          671.48   (f) ADJ UNCH    2 0
 BZ1017
 BZ1017.Superseded values are not recommended for survey control.
 BZ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1017.See file dsdata.txt to determine how the superseded data were derived.
 BZ1017
 BZ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA351173(NAD 83)
 BZ1017_MARKER: DB = BENCH MARK DISK
 BZ1017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ1017_SP_SET: FOUNDATION
 BZ1017_STAMPING: J 292 1934
 BZ1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1017
 BZ1017  HISTORY     - Date     Condition        Report By
 BZ1017  HISTORY     - 1933     MONUMENTED       CGS
 BZ1017  HISTORY     - 1966     GOOD             NGS
 BZ1017  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1017
 BZ1017                          STATION DESCRIPTION
 BZ1017
 BZ1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1017'IN CLIFTON.
 BZ1017'AT CLIFTON, BOSQUE COUNTY, IN THE WALL OF THE CONCRETE FOUNDATION OF
 BZ1017'THE GULF, COLORADO AND SANTA FE RAILWAY STATION, DIRECTLY BELOW THE
 BZ1017'DESPATCHER WINDOW, AND 21 FEET WEST OF THE CENTER LINE OF THE MAIN
 BZ1017'TRACK.  A STANDARD DISK, STAMPED J 292 1934 AND SET VERTICALLY.
 BZ1017
 BZ1017                          STATION RECOVERY (2001)
 BZ1017
 BZ1017'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 BZ1017'TRAIN STATION HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2148 ***********************************************************************
 CS2148  DESIGNATION -  J 293
 CS2148  PID         -  CS2148
 CS2148  STATE/COUNTY-  TX/JOHNSON
 CS2148  USGS QUAD   -  CLEBURNE WEST (1978)
 CS2148
 CS2148                         *CURRENT SURVEY CONTROL
 CS2148  ___________________________________________________________________
 CS2148* NAD 83(1986)-  32 20 54.     (N)    097 23 02.     (W)     SCALED    
 CS2148* NAVD 88     -       234.128  (meters)     768.13   (feet)  ADJUSTED  
 CS2148  ___________________________________________________________________
 CS2148  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS2148  DYNAMIC HT  -         233.843 (meters)     767.20  (feet)  COMP
 CS2148  MODELED GRAV-     979,416.7   (mgal)                       NAVD 88
 CS2148
 CS2148  VERT ORDER  -  SECOND    CLASS 0
 CS2148
 CS2148.The horizontal coordinates were scaled from a topographic map and have
 CS2148.an estimated accuracy of +/- 6 seconds.
 CS2148
 CS2148.The orthometric height was determined by differential leveling
 CS2148.and adjusted by the National Geodetic Survey in June 1991..
 CS2148
 CS2148.The geoid height was determined by GEOID03.
 CS2148
 CS2148.The dynamic height is computed by dividing the NAVD 88
 CS2148.geopotential number by the normal gravity value computed on the
 CS2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2148.degrees latitude (g = 980.6199 gals.).
 CS2148
 CS2148.The modeled gravity was interpolated from observed gravity values.
 CS2148
 CS2148;                    North         East    Units  Estimated Accuracy
 CS2148;SPC TXNC     - 2,076,150.      705,060.      MT  (+/- 180 meters Scaled)
 CS2148
 CS2148                          SUPERSEDED SURVEY CONTROL
 CS2148
 CS2148  NGVD 29 (??/??/92)  234.106  (m)          768.06   (f) ADJ UNCH    2 0
 CS2148
 CS2148.Superseded values are not recommended for survey control.
 CS2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2148.See file dsdata.txt to determine how the superseded data were derived.
 CS2148
 CS2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA520801(NAD 83)
 CS2148_MARKER: DB = BENCH MARK DISK
 CS2148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2148_SP_SET: COLUMN BASE
 CS2148_STAMPING: J 293 1934
 CS2148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2148+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2002
 CS2148
 CS2148  HISTORY     - Date     Condition        Report By
 CS2148  HISTORY     - 1934     MONUMENTED       CGS
 CS2148  HISTORY     - 1965     GOOD             NGS
 CS2148  HISTORY     - 19910413 GOOD             USPSQD
 CS2148  HISTORY     - 19940325 GOOD             USPSQD
 CS2148  HISTORY     - 19990605 GOOD             USPSQD
 CS2148  HISTORY     - 20020929 GOOD             GEOCAC
 CS2148
 CS2148                          STATION DESCRIPTION
 CS2148
 CS2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2148'IN CLEBURNE.
 CS2148'AT CLEBURNE, JOHNSON COUNTY, AT THE NORTHEAST CORNER OF THE CROSSING
 CS2148'OF NORTH ROBERTS AND EAST CHAMBERS STREET, AT THE WEST SIDE OF THE
 CS2148'POST OFFICE, AND IN THE TOP OF THE BASE OF THE SECOND COLUMN NORTH OF
 CS2148'THE MAIN ENTRANCE.  A STANDARD DISK, STAMPED J 293 1934.  NOTE-- THE
 CS2148'POST OFFICE IS LOCATED BETWEEN EAST HENDERSON AND EAST CHAMBERS
 CS2148'STREET, THE MAIN ENTRANCE IS ON THE EAST SIDE OF SOUTH ROBINSON STREET
 CS2148'IN CLEBURNE.
 CS2148
 CS2148                          STATION RECOVERY (1991)
 CS2148
 CS2148'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWM)
 CS2148'RECOVERED IN GOOD CONDITION.
 CS2148
 CS2148                          STATION RECOVERY (1994)
 CS2148
 CS2148'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2148'RECOVERED IN GOOD CONDITION.
 CS2148
 CS2148                          STATION RECOVERY (1999)
 CS2148
 CS2148'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2148'RECOVERED IN GOOD CONDITION.
 CS2148
 CS2148                          STATION RECOVERY (2002)
 CS2148
 CS2148'RECOVERY NOTE BY GEOCACHING 2002 (SLW)
 CS2148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0744 ***********************************************************************
 CS0744  DESIGNATION -  J 294
 CS0744  PID         -  CS0744
 CS0744  STATE/COUNTY-  TX/ELLIS
 CS0744  USGS QUAD   -  WAXAHACHIE (1978)
 CS0744
 CS0744                         *CURRENT SURVEY CONTROL
 CS0744  ___________________________________________________________________
 CS0744* NAD 83(1986)-  32 23 15.     (N)    096 49 19.     (W)     SCALED    
 CS0744* NAVD 88     -       176.042  (meters)     577.56   (feet)  ADJUSTED  
 CS0744  ___________________________________________________________________
 CS0744  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CS0744  DYNAMIC HT  -         175.834 (meters)     576.88  (feet)  COMP
 CS0744  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 CS0744
 CS0744  VERT ORDER  -  SECOND    CLASS 0
 CS0744
 CS0744.The horizontal coordinates were scaled from a topographic map and have
 CS0744.an estimated accuracy of +/- 6 seconds.
 CS0744
 CS0744.The orthometric height was determined by differential leveling
 CS0744.and adjusted by the National Geodetic Survey in June 1991..
 CS0744
 CS0744.The geoid height was determined by GEOID03.
 CS0744
 CS0744.The dynamic height is computed by dividing the NAVD 88
 CS0744.geopotential number by the normal gravity value computed on the
 CS0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0744.degrees latitude (g = 980.6199 gals.).
 CS0744
 CS0744.The modeled gravity was interpolated from observed gravity values.
 CS0744
 CS0744;                    North         East    Units  Estimated Accuracy
 CS0744;SPC TXNC     - 2,081,200.      757,880.      MT  (+/- 180 meters Scaled)
 CS0744
 CS0744                          SUPERSEDED SURVEY CONTROL
 CS0744
 CS0744  NGVD 29 (??/??/92)  176.032  (m)          577.53   (f) ADJ UNCH    2 0
 CS0744
 CS0744.Superseded values are not recommended for survey control.
 CS0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0744.See file dsdata.txt to determine how the superseded data were derived.
 CS0744
 CS0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA048854(NAD 83)
 CS0744_MARKER: DB = BENCH MARK DISK
 CS0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0744_STAMPING: J 294 1934
 CS0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0744+STABILITY: SURFACE MOTION
 CS0744
 CS0744  HISTORY     - Date     Condition        Report By
 CS0744  HISTORY     - 1934     MONUMENTED       CGS
 CS0744  HISTORY     - 1966     GOOD             NGS
 CS0744  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0744
 CS0744                          STATION DESCRIPTION
 CS0744
 CS0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0744'1.6 MI SE FROM WAXAHACHIE.
 CS0744'1.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0744'STATION AT WAXAHACHIE, ELLIS COUNTY, 300 FEET SOUTHWEST OF MILEPOST
 CS0744'10, 40 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, 5 FEET
 CS0744'NORTHEAST OF A POLE, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD
 CS0744'DISK, STAMPED J 294 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 CS0744'THE MARK MAY BE REACHED FROM THE COURT HOUSE IN WAXAHACHIE, BY GOING
 CS0744'0.3 MILE EASTERLY ALONG U. S. HIGHWAY 287 TO A STOP LIGHT, THENCE 1.3
 CS0744'MILES NORTHEAST ALONG FM HIGHWAY 878 TO SITE OF BENCH MARK, 39 FEET
 CS0744'SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 60 FEET NORTHEAST OF A FIELD
 CS0744'ROAD, 31 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TEXAS AND NEW
 CS0744'ORLEANS RAILROAD TRACKS, AND 5 FEET NORTHEAST OF THE FIRST POLE WHICH
 CS0744'IS SOUTHWEST OF MILE POST 10.
 CS0744
 CS0744                          STATION RECOVERY (2002)
 CS0744
 CS0744'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0130 ***********************************************************************
 CR0130  DESIGNATION -  J 296
 CR0130  PID         -  CR0130
 CR0130  STATE/COUNTY-  TX/RUSK
 CR0130  USGS QUAD   -  KILGORE SW (1971)
 CR0130
 CR0130                         *CURRENT SURVEY CONTROL
 CR0130  ___________________________________________________________________
 CR0130* NAD 83(1986)-  32 15 25.     (N)    094 57 31.     (W)     SCALED    
 CR0130* NAVD 88     -       152.212  (meters)     499.38   (feet)  ADJUSTED  
 CR0130  ___________________________________________________________________
 CR0130  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0130  DYNAMIC HT  -         152.034 (meters)     498.80  (feet)  COMP
 CR0130  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 CR0130
 CR0130  VERT ORDER  -  SECOND    CLASS 0
 CR0130
 CR0130.The horizontal coordinates were scaled from a topographic map and have
 CR0130.an estimated accuracy of +/- 6 seconds.
 CR0130
 CR0130.The orthometric height was determined by differential leveling
 CR0130.and adjusted by the National Geodetic Survey in June 1991..
 CR0130
 CR0130.The geoid height was determined by GEOID03.
 CR0130
 CR0130.The dynamic height is computed by dividing the NAVD 88
 CR0130.geopotential number by the normal gravity value computed on the
 CR0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0130.degrees latitude (g = 980.6199 gals.).
 CR0130
 CR0130.The modeled gravity was interpolated from observed gravity values.
 CR0130
 CR0130;                    North         East    Units  Estimated Accuracy
 CR0130;SPC TXNC     - 2,071,080.      933,630.      MT  (+/- 180 meters Scaled)
 CR0130
 CR0130                          SUPERSEDED SURVEY CONTROL
 CR0130
 CR0130  NGVD 29 (??/??/92)  152.230  (m)          499.44   (f) ADJ UNCH    2 0
 CR0130
 CR0130.Superseded values are not recommended for survey control.
 CR0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0130.See file dsdata.txt to determine how the superseded data were derived.
 CR0130
 CR0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR155706(NAD 83)
 CR0130_MARKER: DB = BENCH MARK DISK
 CR0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0130_STAMPING: J 296 1934
 CR0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0130+STABILITY: SURFACE MOTION
 CR0130
 CR0130  HISTORY     - Date     Condition        Report By
 CR0130  HISTORY     - 1934     MONUMENTED       CGS
 CR0130  HISTORY     - 1938     GOOD             NGS
 CR0130  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0130
 CR0130                          STATION DESCRIPTION
 CR0130
 CR0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0130'2.0 MI SE FROM OVERTON.
 CR0130'2.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CR0130'STATION AT OVERTON, RUSK COUNTY, 60 FEET NORTH OF MILEPOST 2, 27 FEET
 CR0130'SOUTH OF THE SOUTH CONCRETE BASE OF A STEEL OIL DERRICK, AT A
 CR0130'FARM-ROAD CROSSING, 45 FEET EAST OF THE ROAD, 35 FEET NORTH OF THE
 CR0130'CENTERLINE OF THE TRACK, 12 FEET WEST OF A POLE, AND ABOUT 1 FOOT
 CR0130'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED J 296 1934 AND SET IN
 CR0130'THE TOP OF A CONCRETE POST.
 CR0130
 CR0130                          STATION RECOVERY (2004)
 CR0130
 CR0130'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0665 ***********************************************************************
 BY0665  DESIGNATION -  J 298
 BY0665  PID         -  BY0665
 BY0665  STATE/COUNTY-  TX/ANGELINA
 BY0665  USGS QUAD   -  WELLS (1980)
 BY0665
 BY0665                         *CURRENT SURVEY CONTROL
 BY0665  ___________________________________________________________________
 BY0665* NAD 83(1986)-  31 27 27.     (N)    094 53 32.     (W)     SCALED    
 BY0665* NAVD 88     -        90.33   (+/-2cm)     296.4    (feet)  VERTCON   
 BY0665  ___________________________________________________________________
 BY0665  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY0665
 BY0665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0665
 BY0665.The horizontal coordinates were scaled from a topographic map and have
 BY0665.an estimated accuracy of +/- 6 seconds.
 BY0665
 BY0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0665.The vertical order pertains to the NGVD 29 superseded value.
 BY0665
 BY0665.The geoid height was determined by GEOID03.
 BY0665
 BY0665;                    North         East    Units  Estimated Accuracy
 BY0665;SPC TX C     - 3,211,170.    1,216,900.      MT  (+/- 180 meters Scaled)
 BY0665
 BY0665                          SUPERSEDED SURVEY CONTROL
 BY0665
 BY0665  NGVD 29 (??/??/92)   90.384  (m)          296.53   (f) ADJ UNCH    2 0
 BY0665
 BY0665.Superseded values are not recommended for survey control.
 BY0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0665.See file dsdata.txt to determine how the superseded data were derived.
 BY0665
 BY0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ202818(NAD 83)
 BY0665_MARKER: DB = BENCH MARK DISK
 BY0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0665_STAMPING: J 298 1934
 BY0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0665+STABILITY: SURFACE MOTION
 BY0665
 BY0665  HISTORY     - Date     Condition        Report By
 BY0665  HISTORY     - 1934     MONUMENTED       CGS
 BY0665  HISTORY     - 1943     GOOD             NGS
 BY0665
 BY0665                          STATION DESCRIPTION
 BY0665
 BY0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0665'3.6 MI SE FROM WELLS.
 BY0665'3.6 MILES SE OF AND ALONG THE ST. L. AND SW. R. R. 40 FEET S OF THE
 BY0665'CENTER OF THE TRACK.  IN LINE WITH A ROW OF TELEPHONE POLES.  70 FEET
 BY0665'S OF MILE POST 622/25.  NOTE-- BM IS ALSO 300 FT. W OF A COUNTY RD.
 BY0665'CROSSING LEADING SW.
 BY0665
 BY0665                          STATION RECOVERY (1943)
 BY0665
 BY0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 BY0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0104 ***********************************************************************
 BY0104  DESIGNATION -  J 299 RESET 1953
 BY0104  PID         -  BY0104
 BY0104  STATE/COUNTY-  TX/NACOGDOCHES
 BY0104  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0104
 BY0104                         *CURRENT SURVEY CONTROL
 BY0104  ___________________________________________________________________
 BY0104* NAD 83(1986)-  31 30 29.     (N)    094 21 14.     (W)     SCALED    
 BY0104* NAVD 88     -       102.95   (+/-2cm)     337.8    (feet)  VERTCON   
 BY0104  ___________________________________________________________________
 BY0104  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BY0104
 BY0104  VERT ORDER  -  ? (See Below)
 BY0104
 BY0104.The horizontal coordinates were scaled from a topographic map and have
 BY0104.an estimated accuracy of +/- 6 seconds.
 BY0104
 BY0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0104.The vertical order pertains to the NGVD 29 superseded value.
 BY0104
 BY0104.The geoid height was determined by GEOID03.
 BY0104
 BY0104;                    North         East    Units  Estimated Accuracy
 BY0104;SPC TX C     - 3,219,390.    1,267,690.      MT  (+/- 180 meters Scaled)
 BY0104
 BY0104                          SUPERSEDED SURVEY CONTROL
 BY0104
 BY0104  NGVD 29 (??/??/92)  102.992  (m)          337.90   (f) ADJ UNCH    ?  
 BY0104
 BY0104.Superseded values are not recommended for survey control.
 BY0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0104.See file dsdata.txt to determine how the superseded data were derived.
 BY0104
 BY0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ714867(NAD 83)
 BY0104_MARKER: DB = BENCH MARK DISK
 BY0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0104_STAMPING: J 299 RESET 1953
 BY0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0104+STABILITY: SURFACE MOTION
 BY0104
 BY0104  HISTORY     - Date     Condition        Report By
 BY0104  HISTORY     - 1953     MONUMENTED       TXHD
 BY0104  HISTORY     - 1953     GOOD             NGS
 BY0104  HISTORY     - 1958     GOOD             NGS
 BY0104  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0104
 BY0104                          STATION DESCRIPTION
 BY0104
 BY0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BY0104'0.5 MI NW FROM CHIRENO.
 BY0104'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BY0104'CHIRENO, NACOGDOCHES COUNTY, TO JUNCTION OF STATE HIGHWAY 21, FARM
 BY0104'ROAD 1274 AND LOOP 34.  THENCE SOUTH ALONG STATE HIGHWAY 21 FOR 0.1
 BY0104'MILE TO SITE OF BENCH MARK, 110 FEET NORTH OF A DIRT ROAD JUNCTION
 BY0104'WITH HIGHWAY, 60 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 BY0104'21, 30 FEET WEST OF A DRIVEWAY, AND 1 FOOT WEST OF A METAL WITNESS
 BY0104'POST.  A STANDARD BENCH MARK DISK STAMPED J 299 RESET 1953, IS SET IN
 BY0104'A ROUND CONCRETE POST 10 INCHES IN DIAMETER AND PROJECTING 3 INCHES.
 BY0104'NOTE-- TO REACH FROM THE POST OFFICE IN NACOGDOCHES, GO EASTERLY 1.3
 BY0104'MILES TO JUNCTION OF STATE HIGHWAYS 7 AND 21, THENCE 9.2 MILES
 BY0104'SOUTHEASTERLY ALONG STATE HIGHWAY 21 TO THE JUNCTION OF FARM ROAD 1274
 BY0104'AND LOOP 34, THENCE CONTINUE ALONG STATE HIGHWAY 21 FOR 0.1 MILE TO
 BY0104'BENCH MARK ON THE LEFT.
 BY0104
 BY0104                          STATION RECOVERY (1958)
 BY0104
 BY0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BY0104'RECOVERED IN GOOD CONDITION.
 BY0104
 BY0104                          STATION RECOVERY (1998)
 BY0104
 BY0104'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0261 ***********************************************************************
 AZ0261  DESIGNATION -  J 30
 AZ0261  PID         -  AZ0261
 AZ0261  STATE/COUNTY-  TX/VAL VERDE
 AZ0261  USGS QUAD   -  COMSTOCK (1972)
 AZ0261
 AZ0261                         *CURRENT SURVEY CONTROL
 AZ0261  ___________________________________________________________________
 AZ0261* NAD 83(1986)-  29 40 04.     (N)    101 09 25.     (W)     SCALED    
 AZ0261* NAVD 88     -       462.087  (meters)    1516.03   (feet)  POSTED    
 AZ0261  ___________________________________________________________________
 AZ0261  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0261  DYNAMIC HT  -         461.410 (meters)    1513.81  (feet)  COMP
 AZ0261  MODELED GRAV-     979,168.0   (mgal)                       NAVD 88
 AZ0261
 AZ0261  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0261
 AZ0261.The horizontal coordinates were scaled from a topographic map and have
 AZ0261.an estimated accuracy of +/- 6 seconds.
 AZ0261
 AZ0261.The orthometric height was determined by differential leveling
 AZ0261.and adjusted by the National Geodetic Survey in 1992..
 AZ0261.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0261.rate of 0.0 thru 1.0 mm/km.
 AZ0261
 AZ0261.The geoid height was determined by GEOID03.
 AZ0261
 AZ0261.The dynamic height is computed by dividing the NAVD 88
 AZ0261.geopotential number by the normal gravity value computed on the
 AZ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0261.degrees latitude (g = 980.6199 gals.).
 AZ0261
 AZ0261.The modeled gravity was interpolated from observed gravity values.
 AZ0261
 AZ0261;                    North         East    Units  Estimated Accuracy
 AZ0261;SPC TXSC     - 4,205,230.      391,230.      MT  (+/- 180 meters Scaled)
 AZ0261
 AZ0261                          SUPERSEDED SURVEY CONTROL
 AZ0261
 AZ0261  NGVD 29 (??/??/92)  461.983  (m)         1515.69   (f) ADJ UNCH    1 2
 AZ0261
 AZ0261.Superseded values are not recommended for survey control.
 AZ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0261.See file dsdata.txt to determine how the superseded data were derived.
 AZ0261
 AZ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT912839(NAD 83)
 AZ0261_MARKER: DB = BENCH MARK DISK
 AZ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0261_STAMPING: J 30 1917 ELEV 1515.689 FT
 AZ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0261+STABILITY: SURFACE MOTION
 AZ0261
 AZ0261  HISTORY     - Date     Condition        Report By
 AZ0261  HISTORY     - 1917     MONUMENTED       CGS
 AZ0261  HISTORY     - 1958     GOOD             NGS
 AZ0261
 AZ0261                          STATION DESCRIPTION
 AZ0261
 AZ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0261'1.8 MI SE FROM COMSTOCK.
 AZ0261'ABOUT 1.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0261'FROM THE STATION AT COMSTOCK, 78 FEET EAST-NORTHEAST OF AND ACROSS THE
 AZ0261'TRACK FROM THE 6TH POLE SOUTHEAST OF MILEPOST 412, 41 FEET
 AZ0261'EAST-NORTHEAST OF THE NEAR RAIL, 12 FEET NORTH OF A TELEPHONE POLE, 4
 AZ0261'FEET WEST OF A FENCE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 AZ0261'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 AZ0261'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1041 ***********************************************************************
 AY1041  DESIGNATION -  J 30
 AY1041  PID         -  AY1041
 AY1041  STATE/COUNTY-  TX/BEXAR
 AY1041  USGS QUAD   -  HELOTES (1992)
 AY1041
 AY1041                         *CURRENT SURVEY CONTROL
 AY1041  ___________________________________________________________________
 AY1041* NAD 83(1986)-  29 35 52.     (N)    098 42 19.     (W)     SCALED    
 AY1041* NAVD 88     -       333.91   (+/-2cm)    1095.5    (feet)  VERTCON   
 AY1041  ___________________________________________________________________
 AY1041  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AY1041
 AY1041  VERT ORDER  -  THIRD (See Below)
 AY1041
 AY1041.The horizontal coordinates were scaled from a topographic map and have
 AY1041.an estimated accuracy of +/- 6 seconds.
 AY1041
 AY1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1041.The vertical order pertains to the NGVD 29 superseded value.
 AY1041
 AY1041.The geoid height was determined by GEOID03.
 AY1041
 AY1041;                    North         East    Units  Estimated Accuracy
 AY1041;SPC TXSC     - 4,195,580.      628,550.      MT  (+/- 180 meters Scaled)
 AY1041
 AY1041                          SUPERSEDED SURVEY CONTROL
 AY1041
 AY1041  NGVD 29 (01/29/03)  333.80   (m)         1095.1    (f) RESET       3  
 AY1041
 AY1041.Superseded values are not recommended for survey control.
 AY1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1041.See file dsdata.txt to determine how the superseded data were derived.
 AY1041
 AY1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT285742(NAD 83)
 AY1041_MARKER: DD = SURVEY DISK
 AY1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1041_STAMPING: J 30 1095.14
 AY1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1041+STABILITY: SURFACE MOTION
 AY1041
 AY1041  HISTORY     - Date     Condition        Report By
 AY1041  HISTORY     - UNK      MONUMENTED       TXHD
 AY1041  HISTORY     - 1973     GOOD             NGS
 AY1041  HISTORY     - 1990     GOOD             USPSQD
 AY1041  HISTORY     - 20020308 GOOD             USPSQD
 AY1041
 AY1041                          STATION DESCRIPTION
 AY1041
 AY1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AY1041'2 MI NW FROM HELOTES.
 AY1041'FROM THE POST OFFICE IN HELOTES, GO NORTHWESTERLY ON STATE HIGHWAY 16
 AY1041'FOR 1.8 MILES TO MARK ON THE RIGHT, THIS IS JUST BEFORE REACHING
 AY1041'BRIDGE.  THE MARK IS A TEXAS HIGHWAY DEPARTMENT BENCH MARK DISK, WHICH
 AY1041'IS A 2-INCH BRONZE DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT
 AY1041'IS FLUSH WITH THE GROUND AND IS STAMPED J 30 1095.14.  IT IS ABOUT 107
 AY1041'FEET EAST OF HIGHWAY CENTERLINE SURVEY STATION 609+60, 120 FEET EAST
 AY1041'OF THE PRESENT CENTER-LINE OF HIGHWAY, 4 FEET SOUTHWEST OF A STEEL
 AY1041'POST AND 3 FEET WEST OF THE FENCE-LINE AND EAST RIGHT-OF-WAY OF
 AY1041'HIGHWAY.
 AY1041
 AY1041                          STATION RECOVERY (1990)
 AY1041
 AY1041'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1041'RECOVERED IN GOOD CONDITION.
 AY1041
 AY1041                          STATION RECOVERY (2002)
 AY1041
 AY1041'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0232 ***********************************************************************
 BZ0232  DESIGNATION -  J 300 RESET 1958
 BZ0232  PID         -  BZ0232
 BZ0232  STATE/COUNTY-  TX/FREESTONE
 BZ0232  USGS QUAD   -  TURLINGTON (1982)
 BZ0232
 BZ0232                         *CURRENT SURVEY CONTROL
 BZ0232  ___________________________________________________________________
 BZ0232* NAD 83(1986)-  31 41 43.     (N)    096 03 31.     (W)     SCALED    
 BZ0232* NAVD 88     -       144.58   (+/-2cm)     474.3    (feet)  VERTCON   
 BZ0232  ___________________________________________________________________
 BZ0232  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BZ0232
 BZ0232  VERT ORDER  -  THIRD (See Below)
 BZ0232
 BZ0232.The horizontal coordinates were scaled from a topographic map and have
 BZ0232.an estimated accuracy of +/- 6 seconds.
 BZ0232
 BZ0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0232.The vertical order pertains to the NGVD 29 superseded value.
 BZ0232
 BZ0232.The geoid height was determined by GEOID03.
 BZ0232
 BZ0232;                    North         East    Units  Estimated Accuracy
 BZ0232;SPC TX C     - 3,232,670.    1,105,140.      MT  (+/- 180 meters Scaled)
 BZ0232
 BZ0232                          SUPERSEDED SURVEY CONTROL
 BZ0232
 BZ0232  NGVD 29 (??/??/??)  144.56   (m)          474.3    (f) RESET       3  
 BZ0232
 BZ0232.Superseded values are not recommended for survey control.
 BZ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0232.See file dsdata.txt to determine how the superseded data were derived.
 BZ0232
 BZ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA788104(NAD 83)
 BZ0232_MARKER: DB = BENCH MARK DISK
 BZ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0232_STAMPING: J 300 RESET 1958
 BZ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0232+STABILITY: SURFACE MOTION
 BZ0232
 BZ0232  HISTORY     - Date     Condition        Report By
 BZ0232  HISTORY     - 1958     MONUMENTED       CGS
 BZ0232
 BZ0232                          STATION DESCRIPTION
 BZ0232
 BZ0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ0232'6.2 MI SE FROM FAIRFIELD.
 BZ0232'ABOUT 6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.84 FROM THE COURT
 BZ0232'HOUSE IN FAIRFIELD, 0.2 MILE WEST OF THE JUNCTION OF F.M. ROAD 1364,
 BZ0232'IN THE SOUTHWEST CORNER OF A FARM YARD, 3 FEET SOUTH OF A 30 INCH
 BZ0232'DIAMETER OAK TREE AND IN THE WEST SIDE OF TURLINGTON SETTLEMENT.  A
 BZ0232'STANDARD DISK STAMPED J 300 RESET 1958 IN A CONCRETE POST PROJECTING
 BZ0232'ABOUT 2 INCHES, 72 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 BZ0232'STA. 1430 + 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2039 ***********************************************************************
 CS2039  DESIGNATION -  J 301
 CS2039  PID         -  CS2039
 CS2039  STATE/COUNTY-  TX/HILL
 CS2039  USGS QUAD   -  ITASCA (1965)
 CS2039
 CS2039                         *CURRENT SURVEY CONTROL
 CS2039  ___________________________________________________________________
 CS2039* NAD 83(1986)-  32 12 04.     (N)    097 10 14.     (W)     SCALED    
 CS2039* NAVD 88     -       209.890  (meters)     688.61   (feet)  ADJUSTED  
 CS2039  ___________________________________________________________________
 CS2039  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CS2039  DYNAMIC HT  -         209.634 (meters)     687.77  (feet)  COMP
 CS2039  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 CS2039
 CS2039  VERT ORDER  -  FIRST     CLASS II
 CS2039
 CS2039.The horizontal coordinates were scaled from a topographic map and have
 CS2039.an estimated accuracy of +/- 6 seconds.
 CS2039
 CS2039.The orthometric height was determined by differential leveling
 CS2039.and adjusted by the National Geodetic Survey in June 1991..
 CS2039.WARNING-Repeat measurements at this control monument indicate possible
 CS2039.vertical movement.
 CS2039
 CS2039.The geoid height was determined by GEOID03.
 CS2039
 CS2039.The dynamic height is computed by dividing the NAVD 88
 CS2039.geopotential number by the normal gravity value computed on the
 CS2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2039.degrees latitude (g = 980.6199 gals.).
 CS2039
 CS2039.The modeled gravity was interpolated from observed gravity values.
 CS2039
 CS2039;                    North         East    Units  Estimated Accuracy
 CS2039;SPC TXNC     - 2,060,060.      725,340.      MT  (+/- 180 meters Scaled)
 CS2039
 CS2039                          SUPERSEDED SURVEY CONTROL
 CS2039
 CS2039  NGVD 29 (??/??/92)  209.787  (m)          688.28   (f) ADJ UNCH    1 2
 CS2039
 CS2039.Superseded values are not recommended for survey control.
 CS2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2039.See file dsdata.txt to determine how the superseded data were derived.
 CS2039
 CS2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA724641(NAD 83)
 CS2039_MARKER: DB = BENCH MARK DISK
 CS2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2039_STAMPING: J 301 1934
 CS2039_MARK LOGO: CGS   
 CS2039_PROJECTION: PROJECTING 5 CENTIMETERS
 CS2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2039+STABILITY: SURFACE MOTION
 CS2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2039+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 CS2039
 CS2039  HISTORY     - Date     Condition        Report By
 CS2039  HISTORY     - 1934     MONUMENTED       CGS
 CS2039  HISTORY     - 1983     GOOD             NGS
 CS2039  HISTORY     - 19990220 GOOD             USPSQD
 CS2039  HISTORY     - 20040107 GOOD             JCLS
 CS2039
 CS2039                          STATION DESCRIPTION
 CS2039
 CS2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS2039'3.1 MI N FROM ITASCA.
 CS2039'3.1 MI N OF AND ALONG THE M K AND T R R 348 YARDS S OF MILE POST 798.
 CS2039'45 FEET W OF CENTER OF US HWY 81.  38 FEET E OF CENTER OF TRACK.
 CS2039
 CS2039                          STATION RECOVERY (1983)
 CS2039
 CS2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2039'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9 MI)
 CS2039'SOUTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM ITS
 CS2039'JUNCTION WITH FARM ROAD 916 IN GRANDVIEW, 0.3 KM (0.2 MI) SOUTHEAST OF
 CS2039'MILEPOST 798, 29.9 METERS (98.1 FT) SOUTHEAST OF A UTILITY POLE, 23.0
 CS2039'METERS (75.5 FT) NORTHWEST OF A UTILITY POLE, 13.8 METERS (45.3 FT)
 CS2039'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 81 AND 11.1 METERS (36.4
 CS2039'FT) NORTHEAST OF THE NEAR RAIL.
 CS2039'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CS2039'THE MARK IS 0.9 M BELOW THE TRACKS.
 CS2039
 CS2039                          STATION RECOVERY (1999)
 CS2039
 CS2039'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2039'RECOVERED IN GOOD CONDITION.
 CS2039
 CS2039                          STATION RECOVERY (2004)
 CS2039
 CS2039'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 CS2039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0987 ***********************************************************************
 BY0987  DESIGNATION -  J 303
 BY0987  PID         -  BY0987
 BY0987  STATE/COUNTY-  TX/ANGELINA
 BY0987  USGS QUAD   -  HUNTINGTON (1980)
 BY0987
 BY0987                         *CURRENT SURVEY CONTROL
 BY0987  ___________________________________________________________________
 BY0987* NAD 83(1986)-  31 17 27.     (N)    094 35 19.     (W)     SCALED    
 BY0987* NAVD 88     -        93.67   (+/-2cm)     307.3    (feet)  VERTCON   
 BY0987  ___________________________________________________________________
 BY0987  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BY0987
 BY0987  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0987
 BY0987.The horizontal coordinates were scaled from a topographic map and have
 BY0987.an estimated accuracy of +/- 6 seconds.
 BY0987
 BY0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0987.The vertical order pertains to the NGVD 29 superseded value.
 BY0987
 BY0987.The geoid height was determined by GEOID03.
 BY0987
 BY0987;                    North         East    Units  Estimated Accuracy
 BY0987;SPC TX C     - 3,194,170.    1,246,670.      MT  (+/- 180 meters Scaled)
 BY0987
 BY0987                          SUPERSEDED SURVEY CONTROL
 BY0987
 BY0987  NGVD 29 (??/??/92)   93.713  (m)          307.46   (f) ADJ UNCH    2 0
 BY0987
 BY0987.Superseded values are not recommended for survey control.
 BY0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0987.See file dsdata.txt to determine how the superseded data were derived.
 BY0987
 BY0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ487629(NAD 83)
 BY0987_MARKER: DB = BENCH MARK DISK
 BY0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0987_STAMPING: J 303 1934
 BY0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0987+STABILITY: SURFACE MOTION
 BY0987
 BY0987  HISTORY     - Date     Condition        Report By
 BY0987  HISTORY     - 1934     MONUMENTED       CGS
 BY0987  HISTORY     - 1952     GOOD             NGS
 BY0987
 BY0987                          STATION DESCRIPTION
 BY0987
 BY0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0987'1.1 MI NW FROM HUNTINGTON.
 BY0987'1.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0987'STATION AT HUNTINGTON, 2 1/2 POLES SOUTHEAST OF MILEPOST 128, 44.2
 BY0987'FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTHWEST OF A FENCE, 1.7
 BY0987'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0987'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0019 ***********************************************************************
 BL0019  DESIGNATION -  J 304
 BL0019  PID         -  BL0019
 BL0019  STATE/COUNTY-  TX/TYLER
 BL0019  USGS QUAD   -  HILLISTER (1984)
 BL0019
 BL0019                         *CURRENT SURVEY CONTROL
 BL0019  ___________________________________________________________________
 BL0019* NAD 83(1986)-  30 41 16.     (N)    094 22 52.     (W)     SCALED    
 BL0019* NAVD 88     -        61.08   (+/-2cm)     200.4    (feet)  VERTCON   
 BL0019  ___________________________________________________________________
 BL0019  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL0019
 BL0019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0019
 BL0019.The horizontal coordinates were scaled from a topographic map and have
 BL0019.an estimated accuracy of +/- 6 seconds.
 BL0019
 BL0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0019.The vertical order pertains to the NGVD 29 superseded value.
 BL0019
 BL0019.The geoid height was determined by GEOID03.
 BL0019
 BL0019;                    North         East    Units  Estimated Accuracy
 BL0019;SPC TX C     - 3,128,450.    1,269,980.      MT  (+/- 180 meters Scaled)
 BL0019
 BL0019                          SUPERSEDED SURVEY CONTROL
 BL0019
 BL0019  NGVD 29 (??/??/92)   61.079  (m)          200.39   (f) ADJ UNCH    2 0
 BL0019
 BL0019.Superseded values are not recommended for survey control.
 BL0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0019.See file dsdata.txt to determine how the superseded data were derived.
 BL0019
 BL0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP677958(NAD 83)
 BL0019_MARKER: DB = BENCH MARK DISK
 BL0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0019_STAMPING: J 304 1934
 BL0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0019+STABILITY: SURFACE MOTION
 BL0019
 BL0019  HISTORY     - Date     Condition        Report By
 BL0019  HISTORY     - 1934     MONUMENTED       CGS
 BL0019
 BL0019                          STATION DESCRIPTION
 BL0019
 BL0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0019'6.6 MI S FROM WOODVILLE.
 BL0019'6.6 MI S OF AND ALONG THE S P R R ABOUT 1.0 MI N OF HILLISTER SWITCH.
 BL0019'0.1 MILE N OF MILE POST 78.  14 YARDS NE OF THE TRACK.  17 YARDS N OF
 BL0019'ROAD CROSSING.  50 YARDS SE OF THE SE CORNER OF BRIDGE 78 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0437 ***********************************************************************
 AW0437  TIDAL BM    -  This is a Tidal Bench Mark.
 AW0437  DESIGNATION -  J 305
 AW0437  PID         -  AW0437
 AW0437  STATE/COUNTY-  TX/GALVESTON
 AW0437  USGS QUAD   -  GALVESTON (1994)
 AW0437
 AW0437                         *CURRENT SURVEY CONTROL
 AW0437  ___________________________________________________________________
 AW0437* NAD 83(1986)-  29 18 21.     (N)    094 47 51.     (W)     SCALED    
 AW0437* NAVD 88     -         2.226  (meters)       7.30   (feet)  ADJUSTED  
 AW0437  ___________________________________________________________________
 AW0437  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0437  DYNAMIC HT  -           2.223 (meters)       7.29  (feet)  COMP
 AW0437  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 AW0437
 AW0437  VERT ORDER  -  FIRST     CLASS II
 AW0437
 AW0437.The horizontal coordinates were scaled from a topographic map and have
 AW0437.an estimated accuracy of +/- 6 seconds.
 AW0437
 AW0437.The orthometric height was determined by differential leveling
 AW0437.and adjusted by the National Geodetic Survey in June 1991..
 AW0437
 AW0437.This Tidal Bench Mark is designated as VM 847
 AW0437.by the Center for Operational Oceanographic Products and Services.
 AW0437
 AW0437.The geoid height was determined by GEOID03.
 AW0437
 AW0437.The dynamic height is computed by dividing the NAVD 88
 AW0437.geopotential number by the normal gravity value computed on the
 AW0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0437.degrees latitude (g = 980.6199 gals.).
 AW0437
 AW0437.The modeled gravity was interpolated from observed gravity values.
 AW0437
 AW0437;                    North         East    Units  Estimated Accuracy
 AW0437;SPC TXSC     - 4,170,530.    1,008,130.      MT  (+/- 180 meters Scaled)
 AW0437
 AW0437                          SUPERSEDED SURVEY CONTROL
 AW0437
 AW0437  NGVD 29 (12/23/87)    2.223  (m)            7.29   (f) ADJUSTED    1 2
 AW0437
 AW0437.Superseded values are not recommended for survey control.
 AW0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0437.See file dsdata.txt to determine how the superseded data were derived.
 AW0437
 AW0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN254432(NAD 83)
 AW0437_MARKER: DB = BENCH MARK DISK
 AW0437_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0437_SP_SET: BUILDING
 AW0437_STAMPING: J 305 1935
 AW0437_MARK LOGO: CGS   
 AW0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0437+STABILITY: SURFACE MOTION
 AW0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0437+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2004
 AW0437
 AW0437  HISTORY     - Date     Condition        Report By
 AW0437  HISTORY     - 1935     MONUMENTED       CGS
 AW0437  HISTORY     - 1973     GOOD             NGS
 AW0437  HISTORY     - 1976     GOOD             NGS
 AW0437  HISTORY     - 1978     GOOD             NGS
 AW0437  HISTORY     - 1983     GOOD             NGS
 AW0437  HISTORY     - 1987     GOOD             USPSQD
 AW0437  HISTORY     - 1987     GOOD             USPSQD
 AW0437  HISTORY     - 1987     GOOD             USPSQD
 AW0437  HISTORY     - 1987     GOOD             NGS
 AW0437  HISTORY     - 1988     GOOD             USPSQD
 AW0437  HISTORY     - 1988     GOOD             USPSQD
 AW0437  HISTORY     - 1988     GOOD             USPSQD
 AW0437  HISTORY     - 1988     GOOD             USPSQD
 AW0437  HISTORY     - 1988     GOOD             USPSQD
 AW0437  HISTORY     - 1988     GOOD             USPSQD
 AW0437  HISTORY     - 1989     GOOD             USPSQD
 AW0437  HISTORY     - 1989     GOOD             USPSQD
 AW0437  HISTORY     - 1989     GOOD             USPSQD
 AW0437  HISTORY     - 1989     GOOD             USPSQD
 AW0437  HISTORY     - 1989     GOOD             USPSQD
 AW0437  HISTORY     - 1990     GOOD             USPSQD
 AW0437  HISTORY     - 19940917 GOOD             USPSQD
 AW0437  HISTORY     - 19950722 GOOD             USPSQD
 AW0437  HISTORY     - 20010730 GOOD             NGS
 AW0437  HISTORY     - 20040216 GOOD             USPSQD
 AW0437
 AW0437                          STATION DESCRIPTION
 AW0437
 AW0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0437'IN GALVESTON.
 AW0437'AT GALVESTON, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, AT THE
 AW0437'CROSSING OF 25TH STREET, SET VERTICALLY IN THE SOUTH FACE OF THE UNION
 AW0437'RAILROAD STATION BUILDING, 3.3 FEET WEST OF THE SOUTHEAST CORNER OF
 AW0437'THE BUILDING, ABOUT 2 FEET ABOVE THE SIDEWALK, AND 4 FEET HIGHER THAN
 AW0437'THE STREET.
 AW0437
 AW0437                          STATION RECOVERY (1976)
 AW0437
 AW0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1978)
 AW0437
 AW0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1983)
 AW0437
 AW0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1987)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1987)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1987 (PSM)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1987)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1987)
 AW0437
 AW0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0437'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN GALVESTON AT
 AW0437'THE NORTHWEST ANGLE OF THE INTERSECTION OF 25TH ROSENBURN AVENUE AND
 AW0437'SANTA FE PL., IN THE SOUTH FACE AT THE SOUTHEAST CORNER OF THE SHERAN
 AW0437'MOODY PLAZA BUILDING, 1.0 METER (3.3 FT) WEST OF THE SOUTHEAST CORNER
 AW0437'OF THE BUILDING.
 AW0437'THE MARK IS 0.60 M ABOVE SIDEWALK.
 AW0437
 AW0437                          STATION RECOVERY (1988)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1988)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1988)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1988)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1988)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1988)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1989)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (USP)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1989)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1989)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (TC)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1989)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1989)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJC)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1990)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1994)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (1995)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0437'RECOVERED IN GOOD CONDITION.
 AW0437
 AW0437                          STATION RECOVERY (2001)
 AW0437
 AW0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW0437'THIS RECOVERY WAS REPORTED BY THE US POWER SQUADRONS.
 AW0437
 AW0437                          STATION RECOVERY (2004)
 AW0437
 AW0437'RECOVERY NOTE BY US POWER SQUADRON 2004 (MEF)
 AW0437'GPS DATA READS N29 18 22.1 W094 47 48.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2359 ***********************************************************************
 AW2359  DESIGNATION -  J 306
 AW2359  PID         -  AW2359
 AW2359  STATE/COUNTY-  TX/FORT BEND
 AW2359  USGS QUAD   -  THOMPSONS (1980)
 AW2359
 AW2359                         *CURRENT SURVEY CONTROL
 AW2359  ___________________________________________________________________
 AW2359* NAD 83(1986)-  29 30 00.     (N)    095 30 52.     (W)     SCALED    
 AW2359* NAVD 88     -        19.585  (meters)      64.26   (feet)  ADJUSTED  
 AW2359  ___________________________________________________________________
 AW2359  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW2359  DYNAMIC HT  -          19.558 (meters)      64.17  (feet)  COMP
 AW2359  MODELED GRAV-     979,267.8   (mgal)                       NAVD 88
 AW2359
 AW2359  VERT ORDER  -  FIRST     CLASS II
 AW2359
 AW2359.The horizontal coordinates were scaled from a topographic map and have
 AW2359.an estimated accuracy of +/- 6 seconds.
 AW2359
 AW2359.The orthometric height was determined by differential leveling
 AW2359.and adjusted by the National Geodetic Survey in June 1991..
 AW2359
 AW2359.The geoid height was determined by GEOID03.
 AW2359
 AW2359.The dynamic height is computed by dividing the NAVD 88
 AW2359.geopotential number by the normal gravity value computed on the
 AW2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2359.degrees latitude (g = 980.6199 gals.).
 AW2359
 AW2359.The modeled gravity was interpolated from observed gravity values.
 AW2359
 AW2359;                    North         East    Units  Estimated Accuracy
 AW2359;SPC TXSC     - 4,189,750.      937,890.      MT  (+/- 180 meters Scaled)
 AW2359
 AW2359                          SUPERSEDED SURVEY CONTROL
 AW2359
 AW2359  NGVD 29 (12/23/87)   19.581  (m)           64.24   (f) ADJUSTED    1 2
 AW2359
 AW2359.Superseded values are not recommended for survey control.
 AW2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2359.See file dsdata.txt to determine how the superseded data were derived.
 AW2359
 AW2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN562660(NAD 83)
 AW2359_MARKER: DB = BENCH MARK DISK
 AW2359_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW2359+WITH SETTING: PAVEMENT
 AW2359_SP_SET: SEMAPHORE BASE
 AW2359_STAMPING: J 306 1935
 AW2359_MARK LOGO: CGS   
 AW2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2359+STABILITY: SURFACE MOTION
 AW2359
 AW2359  HISTORY     - Date     Condition        Report By
 AW2359  HISTORY     - 1935     MONUMENTED       CGS
 AW2359  HISTORY     - 1973     GOOD             NGS
 AW2359  HISTORY     - 1978     GOOD             NGS
 AW2359  HISTORY     - 1986     GOOD             NGS
 AW2359  HISTORY     - 19980214 GOOD             USPSQD
 AW2359  HISTORY     - 20031022 GOOD             LJA
 AW2359  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 AW2359  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW2359
 AW2359                          STATION DESCRIPTION
 AW2359
 AW2359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2359'3.6 MI W FROM ARCOLA.
 AW2359'0.5 MILE SOUTH ALONG STATE HIGHWAY 288 FROM THE INTERSECTION OF STATE
 AW2359'HIGHWAY 6 AT ARCOLA, THENCE 3.1 MILES WEST ALONG THE ATCHISON, TOPEKA
 AW2359'AND SANTA FE RAILWAY, 1-3/4 POLES WEST OF MILEPOLE 46, 0.1 MILE WEST
 AW2359'OF THE CROSSING OF A PRIVATE ROAD AND BENCH MARK L 1213, IN THE TOP OF
 AW2359'THE NORTHEAST CORNER OF A 3- BY 3-FOOT CONCRETE BASE OF AN ABANDONED
 AW2359'SEMAPHORE, AT SUGAR LAND JUNCTION SIDING, 7.0 FEET SOUTH OF THE SOUTH
 AW2359'RAIL OF THE MAIN TRACK, 12.7 FEET WEST OF THE CENTER OF A SWITCH
 AW2359'STAND, ABOUT 1 1/2 FEET HIGHER THAN THE TRACK AND THE GROUND.
 AW2359
 AW2359                          STATION RECOVERY (1978)
 AW2359
 AW2359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2359'RECOVERED IN GOOD CONDITION.
 AW2359
 AW2359                          STATION RECOVERY (1986)
 AW2359
 AW2359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2359'RECOVERED IN GOOD CONDITION.
 AW2359
 AW2359                          STATION RECOVERY (1998)
 AW2359
 AW2359'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW2359'RECOVERED IN GOOD CONDITION.
 AW2359
 AW2359                          STATION RECOVERY (2003)
 AW2359
 AW2359'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (RHC)
 AW2359'RECOVERED IN GOOD CONDITION.
 AW2359
 AW2359                          STATION RECOVERY (2004)
 AW2359
 AW2359'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2359'MARK NOT FOUND.
 AW2359
 AW2359                          STATION RECOVERY (2005)
 AW2359
 AW2359'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0322 ***********************************************************************
 AX0322  DESIGNATION -  J 307
 AX0322  PID         -  AX0322
 AX0322  STATE/COUNTY-  TX/WHARTON
 AX0322  USGS QUAD   -  GLEN FLORA (1980)
 AX0322
 AX0322                         *CURRENT SURVEY CONTROL
 AX0322  ___________________________________________________________________
 AX0322* NAD 83(1986)-  29 15 10.     (N)    096 10 36.     (W)     SCALED    
 AX0322* NAVD 88     -        31.04   (+/-2cm)     101.8    (feet)  VERTCON   
 AX0322  ___________________________________________________________________
 AX0322  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0322
 AX0322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0322
 AX0322.The horizontal coordinates were scaled from a topographic map and have
 AX0322.an estimated accuracy of +/- 6 seconds.
 AX0322
 AX0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0322.The vertical order pertains to the NGVD 29 superseded value.
 AX0322
 AX0322.The geoid height was determined by GEOID03.
 AX0322
 AX0322;                    North         East    Units  Estimated Accuracy
 AX0322;SPC TXSC     - 4,160,620.      874,370.      MT  (+/- 180 meters Scaled)
 AX0322
 AX0322                          SUPERSEDED SURVEY CONTROL
 AX0322
 AX0322  NGVD 29 (??/??/92)   31.041  (m)          101.84   (f) ADJ UNCH    2 0
 AX0322
 AX0322.Superseded values are not recommended for survey control.
 AX0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0322.See file dsdata.txt to determine how the superseded data were derived.
 AX0322
 AX0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT743392(NAD 83)
 AX0322_MARKER: DB = BENCH MARK DISK
 AX0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0322_SP_SET: CONCRETE BASE
 AX0322_STAMPING: J 307 1935
 AX0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0322
 AX0322  HISTORY     - Date     Condition        Report By
 AX0322  HISTORY     - 1935     MONUMENTED       CGS
 AX0322  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0322
 AX0322                          STATION DESCRIPTION
 AX0322
 AX0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0322'6 9 MI SW FROM WHARTON.
 AX0322'6.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE COURTHOUSE AT
 AX0322'WHARTON, WHARTON COUNTY 70 FEET SOUTHWEST OF TEXAS AND NEW ORLEANS
 AX0322'RAILROAD MILEPOST 32, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AX0322'TRACK, AND IN THE TOP OF THE SOUTHWEST EDGE OF THE CONCRETE BASE OF A
 AX0322'SIPHON.  A STANDARD DISK, STAMPED J 307 1935.
 AX0322
 AX0322                          STATION RECOVERY (1987)
 AX0322
 AX0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0322'NOT RECOVERED.  EVIDENCE WAS FOUND THAT THE MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0314 ***********************************************************************
 BL0314  DESIGNATION -  J 308
 BL0314  PID         -  BL0314
 BL0314  STATE/COUNTY-  TX/JASPER
 BL0314  USGS QUAD   -  EVADALE (1984)
 BL0314
 BL0314                         *CURRENT SURVEY CONTROL
 BL0314  ___________________________________________________________________
 BL0314* NAD 83(1986)-  30 21 31.     (N)    094 03 27.     (W)     SCALED    
 BL0314* NAVD 88     -        15.09   (+/-2cm)      49.5    (feet)  VERTCON   
 BL0314  ___________________________________________________________________
 BL0314  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0314
 BL0314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0314
 BL0314.The horizontal coordinates were scaled from a topographic map and have
 BL0314.an estimated accuracy of +/- 6 seconds.
 BL0314
 BL0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0314.The vertical order pertains to the NGVD 29 superseded value.
 BL0314
 BL0314.The geoid height was determined by GEOID03.
 BL0314
 BL0314;                    North         East    Units  Estimated Accuracy
 BL0314;SPC TX C     - 3,093,720.    1,302,990.      MT  (+/- 180 meters Scaled)
 BL0314
 BL0314                          SUPERSEDED SURVEY CONTROL
 BL0314
 BL0314  NGVD 29 (??/??/92)   15.070  (m)           49.44   (f) ADJ UNCH    2 0
 BL0314
 BL0314.Superseded values are not recommended for survey control.
 BL0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0314.See file dsdata.txt to determine how the superseded data were derived.
 BL0314
 BL0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP983589(NAD 83)
 BL0314_MARKER: DB = BENCH MARK DISK
 BL0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0314_STAMPING: J 308 1935
 BL0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0314+STABILITY: SURFACE MOTION
 BL0314
 BL0314  HISTORY     - Date     Condition        Report By
 BL0314  HISTORY     - 1935     MONUMENTED       CGS
 BL0314  HISTORY     - 1976     MARK NOT FOUND   NGS
 BL0314
 BL0314                          STATION DESCRIPTION
 BL0314
 BL0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL0314'7.7 MI SW FROM BUNA.
 BL0314'7.7 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BL0314'THE STATION AT BUNA, JASPER COUNTY, 0.5 MILE WEST OF MILEPOST 29, AT A
 BL0314'ROAD CROSSING, 37 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 14
 BL0314'FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED J 308 1935 AND
 BL0314'SET IN THE TOP OF A CONCRETE POST.
 BL0314
 BL0314                          STATION RECOVERY (1976)
 BL0314
 BL0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BL0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0151 ***********************************************************************
 AZ0151  DESIGNATION -  J 31
 AZ0151  PID         -  AZ0151
 AZ0151  STATE/COUNTY-  TX/KINNEY
 AZ0151  USGS QUAD   -  STANDART (1979)
 AZ0151
 AZ0151                         *CURRENT SURVEY CONTROL
 AZ0151  ___________________________________________________________________
 AZ0151* NAD 83(1986)-  29 20 57.     (N)    100 37 24.     (W)     SCALED    
 AZ0151* NAVD 88     -       330.765  (meters)    1085.18   (feet)  POSTED    
 AZ0151  ___________________________________________________________________
 AZ0151  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AZ0151  DYNAMIC HT  -         330.280 (meters)    1083.59  (feet)  COMP
 AZ0151  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 AZ0151
 AZ0151  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0151
 AZ0151.The horizontal coordinates were scaled from a topographic map and have
 AZ0151.an estimated accuracy of +/- 6 seconds.
 AZ0151
 AZ0151.The orthometric height was determined by differential leveling
 AZ0151.and adjusted by the National Geodetic Survey in 1992..
 AZ0151.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0151.rate of 1.1 thru 2.0 mm/km.
 AZ0151
 AZ0151.The geoid height was determined by GEOID03.
 AZ0151
 AZ0151.The dynamic height is computed by dividing the NAVD 88
 AZ0151.geopotential number by the normal gravity value computed on the
 AZ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0151.degrees latitude (g = 980.6199 gals.).
 AZ0151
 AZ0151.The modeled gravity was interpolated from observed gravity values.
 AZ0151
 AZ0151;                    North         East    Units  Estimated Accuracy
 AZ0151;SPC TXSC     - 4,169,090.      442,390.      MT  (+/- 180 meters Scaled)
 AZ0151
 AZ0151                          SUPERSEDED SURVEY CONTROL
 AZ0151
 AZ0151  NGVD 29 (??/??/92)  330.692  (m)         1084.95   (f) ADJ UNCH    1 2
 AZ0151
 AZ0151.Superseded values are not recommended for survey control.
 AZ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0151.See file dsdata.txt to determine how the superseded data were derived.
 AZ0151
 AZ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT424477(NAD 83)
 AZ0151_MARKER: DB = BENCH MARK DISK
 AZ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0151_STAMPING: J 31 1917 ELEV. 1084.945 FT
 AZ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0151+STABILITY: SURFACE MOTION
 AZ0151
 AZ0151  HISTORY     - Date     Condition        Report By
 AZ0151  HISTORY     - 1917     MONUMENTED       CGS
 AZ0151  HISTORY     - 1957     GOOD             NGS
 AZ0151  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0151
 AZ0151                          STATION DESCRIPTION
 AZ0151
 AZ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0151'18.4 MI NW FROM SPOFFORD.
 AZ0151'ABOUT 18.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0151'FROM THE STATION AT SPOFFORD, 0.45 MILE NORTHWEST OF THE CROSSING AT
 AZ0151'STANDART, 29 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 73 FEET NORTHWEST
 AZ0151'OF THE THIRD POLE NORTHWEST OF MILE POST 360, 18 FEET NORTHEAST OF THE
 AZ0151'FENCE LINE, 3.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3
 AZ0151'FEET BELOW THE TOP OF RAIL, AND IN THE TOP OF A CONCRETE POST WHICH
 AZ0151'PROJECTS 1.5 FEET.
 AZ0151
 AZ0151                          STATION RECOVERY (1982)
 AZ0151
 AZ0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0151'MARK HAS BEEN BULLDOZED OUT, DISK LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2433 ***********************************************************************
 AW2433  DESIGNATION -  J 310
 AW2433  PID         -  AW2433
 AW2433  STATE/COUNTY-  TX/JEFFERSON
 AW2433  USGS QUAD   -  MUD LAKE (1994)
 AW2433
 AW2433                         *CURRENT SURVEY CONTROL
 AW2433  ___________________________________________________________________
 AW2433* NAD 83(1986)-  29 35 24.     (N)    094 16 46.     (W)     SCALED    
 AW2433* NAVD 88     -         1.48   (+/-2cm)       4.9    (feet)  VERTCON   
 AW2433  ___________________________________________________________________
 AW2433  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW2433
 AW2433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2433
 AW2433.The horizontal coordinates were scaled from a topographic map and have
 AW2433.an estimated accuracy of +/- 6 seconds.
 AW2433
 AW2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2433.The vertical order pertains to the NGVD 29 superseded value.
 AW2433
 AW2433.The geoid height was determined by GEOID03.
 AW2433
 AW2433;                    North         East    Units  Estimated Accuracy
 AW2433;SPC TXSC     - 4,203,910.    1,057,150.      MT  (+/- 180 meters Scaled)
 AW2433
 AW2433                          SUPERSEDED SURVEY CONTROL
 AW2433
 AW2433  NGVD 29 (??/??/92)    1.48   (m)            4.9    (f) COMPUTED    2 0
 AW2433
 AW2433.Superseded values are not recommended for survey control.
 AW2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2433.See file dsdata.txt to determine how the superseded data were derived.
 AW2433
 AW2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN760740(NAD 83)
 AW2433_MARKER: DB = BENCH MARK DISK
 AW2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2433_STAMPING: J 310 1935
 AW2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2433+STABILITY: SURFACE MOTION
 AW2433
 AW2433  HISTORY     - Date     Condition        Report By
 AW2433  HISTORY     - 1935     MONUMENTED       CGS
 AW2433  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2433
 AW2433                          STATION DESCRIPTION
 AW2433
 AW2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW2433'9.0 MI E FROM HIGH ISLAND.
 AW2433'9.0 MILES EAST OF AND ALONG STATE HIGHWAY 87.  62 YARDS NORTH OF THE
 AW2433'OLD ROAD BED.  ABOUT 140 YARDS NORTH OF THE GULF.
 AW2433
 AW2433                          STATION RECOVERY (1953)
 AW2433
 AW2433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0526 ***********************************************************************
 BL0526  DESIGNATION -  J 310
 BL0526  PID         -  BL0526
 BL0526  STATE/COUNTY-  TX/SAN JACINTO
 BL0526  USGS QUAD   -  RAYBURN (1997)
 BL0526
 BL0526                         *CURRENT SURVEY CONTROL
 BL0526  ___________________________________________________________________
 BL0526* NAD 83(1986)-  30 29 55.     (N)    094 59 53.     (W)     SCALED    
 BL0526* NAVD 88     -        45.16   (+/-2cm)     148.2    (feet)  VERTCON   
 BL0526  ___________________________________________________________________
 BL0526  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0526
 BL0526  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0526
 BL0526.The horizontal coordinates were scaled from a topographic map and have
 BL0526.an estimated accuracy of +/- 6 seconds.
 BL0526
 BL0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0526.The vertical order pertains to the NGVD 29 superseded value.
 BL0526
 BL0526.The geoid height was determined by GEOID03.
 BL0526
 BL0526;                    North         East    Units  Estimated Accuracy
 BL0526;SPC TX C     - 3,104,510.    1,211,950.      MT  (+/- 180 meters Scaled)
 BL0526
 BL0526                          SUPERSEDED SURVEY CONTROL
 BL0526
 BL0526  NGVD 29 (??/??/92)   45.17   (m)          148.2    (f) COMPUTED    2 0
 BL0526
 BL0526.Superseded values are not recommended for survey control.
 BL0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0526.See file dsdata.txt to determine how the superseded data were derived.
 BL0526
 BL0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP082757(NAD 83)
 BL0526_MARKER: DD = SURVEY DISK
 BL0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0526_SP_SET: CULVERT
 BL0526_STAMPING: J 310 34
 BL0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0526
 BL0526  HISTORY     - Date     Condition        Report By
 BL0526  HISTORY     - UNK      MONUMENTED       USFS
 BL0526  HISTORY     - 1947     GOOD             NGS
 BL0526  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 BL0526  HISTORY     - 20050708 MARK NOT FOUND   USPSQD
 BL0526
 BL0526                          STATION DESCRIPTION
 BL0526
 BL0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0526'SHEPHERD.
 BL0526'AT SHEPHERD, APPROXIMATELY 40 YARDS WEST OF THE POST OFFICE, 16.0 FEET
 BL0526'NORTH OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF STATE HIGHWAY
 BL0526'150, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 4 X 4
 BL0526'FOOT CONCRETE CULVERT.
 BL0526
 BL0526                          STATION RECOVERY (2004)
 BL0526
 BL0526'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0526'MARK NOT FOUND.
 BL0526
 BL0526                          STATION RECOVERY (2005)
 BL0526
 BL0526'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0255 ***********************************************************************
 BM0255  DESIGNATION -  J 311
 BM0255  PID         -  BM0255
 BM0255  STATE/COUNTY-  TX/LEE
 BM0255  USGS QUAD   -  GIDDINGS (1988)
 BM0255
 BM0255                         *CURRENT SURVEY CONTROL
 BM0255  ___________________________________________________________________
 BM0255* NAD 83(1986)-  30 14 06.     (N)    096 56 03.     (W)     SCALED    
 BM0255* NAVD 88     -       126.62   (+/-2cm)     415.4    (feet)  VERTCON   
 BM0255  ___________________________________________________________________
 BM0255  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BM0255
 BM0255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0255
 BM0255.The horizontal coordinates were scaled from a topographic map and have
 BM0255.an estimated accuracy of +/- 6 seconds.
 BM0255
 BM0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0255.The vertical order pertains to the NGVD 29 superseded value.
 BM0255
 BM0255.The geoid height was determined by GEOID03.
 BM0255
 BM0255;                    North         East    Units  Estimated Accuracy
 BM0255;SPC TX C     - 3,068,000.    1,027,140.      MT  (+/- 180 meters Scaled)
 BM0255
 BM0255                          SUPERSEDED SURVEY CONTROL
 BM0255
 BM0255  NGVD 29 (??/??/92)  126.569  (m)          415.25   (f) ADJ UNCH    2 0
 BM0255
 BM0255.Superseded values are not recommended for survey control.
 BM0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0255.See file dsdata.txt to determine how the superseded data were derived.
 BM0255
 BM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU987466(NAD 83)
 BM0255_MARKER: DB = BENCH MARK DISK
 BM0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0255_STAMPING: J 311 1935
 BM0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0255+STABILITY: SURFACE MOTION
 BM0255
 BM0255  HISTORY     - Date     Condition        Report By
 BM0255  HISTORY     - 1935     MONUMENTED       CGS
 BM0255
 BM0255                          STATION DESCRIPTION
 BM0255
 BM0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0255'3.7 MI N FROM GIDDINGS.
 BM0255'3.7 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0255'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT GIDDINGS, 400 YARDS
 BM0255'SOUTH OF MILEPOST 71, AT A ROAD CROSSING, 46 FEET EAST OF THE
 BM0255'CENTERLINE OF THE TRACK, AND IN A FENCE CORNER.  A STANDARD DISK,
 BM0255'STAMPED J 311 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1462 ***********************************************************************
 BL1462  DESIGNATION -  J 312
 BL1462  PID         -  BL1462
 BL1462  STATE/COUNTY-  TX/MONTGOMERY
 BL1462  USGS QUAD   -  MONTGOMERY (1997)
 BL1462
 BL1462                         *CURRENT SURVEY CONTROL
 BL1462  ___________________________________________________________________
 BL1462* NAD 83(1986)-  30 23 02.     (N)    095 44 52.     (W)     SCALED    
 BL1462* NAVD 88     -        94.89   (+/-2cm)     311.3    (feet)  VERTCON   
 BL1462  ___________________________________________________________________
 BL1462  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BL1462
 BL1462  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1462
 BL1462.The horizontal coordinates were scaled from a topographic map and have
 BL1462.an estimated accuracy of +/- 6 seconds.
 BL1462
 BL1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1462.The vertical order pertains to the NGVD 29 superseded value.
 BL1462
 BL1462.The geoid height was determined by GEOID03.
 BL1462
 BL1462;                    North         East    Units  Estimated Accuracy
 BL1462;SPC TX C     - 3,088,590.    1,140,580.      MT  (+/- 180 meters Scaled)
 BL1462
 BL1462                          SUPERSEDED SURVEY CONTROL
 BL1462
 BL1462  NGVD 29 (??/??/92)   94.881  (m)          311.29   (f) ADJ UNCH    2 0
 BL1462
 BL1462.Superseded values are not recommended for survey control.
 BL1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1462.See file dsdata.txt to determine how the superseded data were derived.
 BL1462
 BL1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP359645(NAD 83)
 BL1462_MARKER: DB = BENCH MARK DISK
 BL1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1462_STAMPING: J 312 1935
 BL1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1462+STABILITY: SURFACE MOTION
 BL1462
 BL1462  HISTORY     - Date     Condition        Report By
 BL1462  HISTORY     - 1935     MONUMENTED       CGS
 BL1462  HISTORY     - 1954     GOOD             NGS
 BL1462  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL1462  HISTORY     - 19920314 MARK NOT FOUND   USPSQD
 BL1462
 BL1462                          STATION DESCRIPTION
 BL1462
 BL1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1462'2.1 MI NE FROM DOBBIN.
 BL1462'2.1 MILES NORTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BL1462'FROM THE STATION AT DOBBIN, 60.8 FEET SOUTHEAST OF THE CENTER LINE OF
 BL1462'STATE HIGHWAY 105, 23.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.9 FEET
 BL1462'NORTHWEST OF A FENCE, 1 POLE SOUTHWEST OF MILEPOST 52, SET IN THE TOP
 BL1462'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL1462
 BL1462                          STATION RECOVERY (1989)
 BL1462
 BL1462'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 BL1462'MARK NOT FOUND.
 BL1462
 BL1462                          STATION RECOVERY (1992)
 BL1462
 BL1462'RECOVERY NOTE BY US POWER SQUADRON 1992 (DDD)
 BL1462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0122 ***********************************************************************
 BM0122  DESIGNATION -  J 313
 BM0122  PID         -  BM0122
 BM0122  STATE/COUNTY-  TX/GRIMES
 BM0122  USGS QUAD   -  COURTNEY (1989)
 BM0122
 BM0122                         *CURRENT SURVEY CONTROL
 BM0122  ___________________________________________________________________
 BM0122* NAD 83(1986)-  30 21 07.     (N)    096 00 30.     (W)     SCALED    
 BM0122* NAVD 88     -        77.15   (+/-2cm)     253.1    (feet)  VERTCON   
 BM0122  ___________________________________________________________________
 BM0122  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BM0122
 BM0122  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0122
 BM0122.The horizontal coordinates were scaled from a topographic map and have
 BM0122.an estimated accuracy of +/- 6 seconds.
 BM0122
 BM0122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0122.The vertical order pertains to the NGVD 29 superseded value.
 BM0122
 BM0122.The geoid height was determined by GEOID03.
 BM0122
 BM0122;                    North         East    Units  Estimated Accuracy
 BM0122;SPC TX C     - 3,084,050.    1,115,700.      MT  (+/- 180 meters Scaled)
 BM0122
 BM0122                          SUPERSEDED SURVEY CONTROL
 BM0122
 BM0122  NGVD 29 (??/??/92)   77.14   (m)          253.1    (f) COMPUTED    2 0
 BM0122
 BM0122.Superseded values are not recommended for survey control.
 BM0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0122.See file dsdata.txt to determine how the superseded data were derived.
 BM0122
 BM0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU875615(NAD 83)
 BM0122_MARKER: DB = BENCH MARK DISK
 BM0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0122_STAMPING: J 313 1935
 BM0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0122+STABILITY: SURFACE MOTION
 BM0122
 BM0122  HISTORY     - Date     Condition        Report By
 BM0122  HISTORY     - 1935     MONUMENTED       CGS
 BM0122  HISTORY     - 1954     GOOD             NGS
 BM0122  HISTORY     - 19910622 MARK NOT FOUND   USPSQD
 BM0122  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BM0122
 BM0122                          STATION DESCRIPTION
 BM0122
 BM0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0122'5.9 MI SE FROM NAVASOTA.
 BM0122'5.9 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BM0122'RAILROAD FROM THE STATION AT NAVASOTA, 24 FEET WEST OF THE 4TH POLE
 BM0122'WEST OF MILEPOST 42/20, 37 FEET SOUTH OF THE SOUTH RAIL, 12 FEET EAST
 BM0122'OF THE CENTER LINE OF A PRIVATE ROAD, 3 FEET EAST OF A WITNESS POST, 6
 BM0122'FEET NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0122'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE INTERNATIONAL-GREAT
 BM0122'NORTHERN RAILROAD IS NOW THE MISSOURI PACIFIC.
 BM0122
 BM0122                          STATION RECOVERY (1991)
 BM0122
 BM0122'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0122'MARK NOT FOUND.
 BM0122
 BM0122                          STATION RECOVERY (1999)
 BM0122
 BM0122'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0291 ***********************************************************************
 BM0291  DESIGNATION -  J 314
 BM0291  PID         -  BM0291
 BM0291  STATE/COUNTY-  TX/ROBERTSON
 BM0291  USGS QUAD   -  HEARNE SOUTH (1988)
 BM0291
 BM0291                         *CURRENT SURVEY CONTROL
 BM0291  ___________________________________________________________________
 BM0291* NAD 83(1986)-  30 50 08.     (N)    096 32 40.     (W)     SCALED    
 BM0291* NAVD 88     -       108.51   (+/-2cm)     356.0    (feet)  VERTCON   
 BM0291  ___________________________________________________________________
 BM0291  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BM0291
 BM0291  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0291
 BM0291.The horizontal coordinates were scaled from a topographic map and have
 BM0291.an estimated accuracy of +/- 6 seconds.
 BM0291
 BM0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0291.The vertical order pertains to the NGVD 29 superseded value.
 BM0291
 BM0291.The geoid height was determined by GEOID03.
 BM0291
 BM0291;                    North         East    Units  Estimated Accuracy
 BM0291;SPC TX C     - 3,135,750.    1,062,360.      MT  (+/- 180 meters Scaled)
 BM0291
 BM0291                          SUPERSEDED SURVEY CONTROL
 BM0291
 BM0291  NGVD 29 (??/??/92)  108.473  (m)          355.88   (f) ADJ UNCH    2 0
 BM0291
 BM0291.Superseded values are not recommended for survey control.
 BM0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0291.See file dsdata.txt to determine how the superseded data were derived.
 BM0291
 BM0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV348139(NAD 83)
 BM0291_MARKER: DB = BENCH MARK DISK
 BM0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0291_STAMPING: J 314 1935
 BM0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0291+STABILITY: SURFACE MOTION
 BM0291
 BM0291  HISTORY     - Date     Condition        Report By
 BM0291  HISTORY     - 1935     MONUMENTED       CGS
 BM0291  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0291
 BM0291                          STATION DESCRIPTION
 BM0291
 BM0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0291'4.5 MI S FROM HEARNE.
 BM0291'4.5 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0291'STATION AT HEARNE, ROBERTSON COUNTY, 85 YARDS NORTH OF MILEPOST 116,
 BM0291'57 YARDS SOUTHWEST OF A SUTTON-ONE-MILE SIGN, 15 YARDS WEST OF THE
 BM0291'CENTERLINE OF THE TRACK, AND 14 YARDS EAST OF THE CENTERLINE OF STATE
 BM0291'HIGHWAY 6.  A STANDARD DISK, STAMPED J 314 1935 AND SET IN THE TOP OF
 BM0291'A CONCRETE POST.
 BM0291
 BM0291                          STATION RECOVERY (1994)
 BM0291
 BM0291'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1993 ***********************************************************************
 AX1993  DESIGNATION -  J 315
 AX1993  PID         -  AX1993
 AX1993  STATE/COUNTY-  TX/WILSON
 AX1993  USGS QUAD   -  NIXON (1987)
 AX1993
 AX1993                         *CURRENT SURVEY CONTROL
 AX1993  ___________________________________________________________________
 AX1993* NAD 83(1986)-  29 15 02.     (N)    097 50 16.     (W)     SCALED    
 AX1993* NAVD 88     -       137.56   (+/-2cm)     451.3    (feet)  VERTCON   
 AX1993  ___________________________________________________________________
 AX1993  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AX1993
 AX1993  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1993
 AX1993.The horizontal coordinates were scaled from a topographic map and have
 AX1993.an estimated accuracy of +/- 6 seconds.
 AX1993
 AX1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1993.The vertical order pertains to the NGVD 29 superseded value.
 AX1993
 AX1993.The geoid height was determined by GEOID03.
 AX1993
 AX1993;                    North         East    Units  Estimated Accuracy
 AX1993;SPC TXSC     - 4,157,630.      712,950.      MT  (+/- 180 meters Scaled)
 AX1993
 AX1993                          SUPERSEDED SURVEY CONTROL
 AX1993
 AX1993  NGVD 29 (??/??/92)  137.510  (m)          451.15   (f) ADJ UNCH    2 0
 AX1993
 AX1993.Superseded values are not recommended for survey control.
 AX1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1993.See file dsdata.txt to determine how the superseded data were derived.
 AX1993
 AX1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT129363(NAD 83)
 AX1993_MARKER: DB = BENCH MARK DISK
 AX1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1993_STAMPING: J 315 1935
 AX1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1993+STABILITY: SURFACE MOTION
 AX1993
 AX1993  HISTORY     - Date     Condition        Report By
 AX1993  HISTORY     - 1935     MONUMENTED       CGS
 AX1993  HISTORY     - 1943     GOOD             NGS
 AX1993  HISTORY     - 1961     GOOD             USGS
 AX1993  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1993  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1993
 AX1993                          STATION DESCRIPTION
 AX1993
 AX1993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1993'4.5 MI W FROM NIXON.
 AX1993'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1993'STATION AT NIXON, PROCEED 4.5 MILES WESTERLY ALONG THE TRACK TO THE
 AX1993'EAST END OF THE PANDORA SIDING AND SITE OF BENCH MARK.  BENCH MARK IS
 AX1993'75.5 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM THE SWITCH STAND AT
 AX1993'THE EAST END OF THE PANDORA SIDING.  IT IS 31.5 FEET SOUTH OF AND
 AX1993'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE MAIN TRACK, 13.1
 AX1993'FEET WEST OF THE THIRD TELEPHONE POLE WEST OF MILE POST NO.94, 2.5
 AX1993'FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AX1993'0.3 FOOT.  A DISK SET IN A CONCRETE POST.
 AX1993
 AX1993                          STATION RECOVERY (1961)
 AX1993
 AX1993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1993'RECOVERED IN GOOD CONDITION.
 AX1993
 AX1993                          STATION RECOVERY (1996)
 AX1993
 AX1993'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1993'MARK NOT FOUND.
 AX1993
 AX1993                          STATION RECOVERY (2003)
 AX1993
 AX1993'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX1993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2322 ***********************************************************************
 AX2322  DESIGNATION -  J 316
 AX2322  PID         -  AX2322
 AX2322  STATE/COUNTY-  TX/GUADALUPE
 AX2322  USGS QUAD   -  SEGUIN (1994)
 AX2322
 AX2322                         *CURRENT SURVEY CONTROL
 AX2322  ___________________________________________________________________
 AX2322* NAD 83(1986)-  29 34 12.     (N)    097 58 05.     (W)     SCALED    
 AX2322* NAVD 88     -       159.66   (+/-2cm)     523.8    (feet)  VERTCON   
 AX2322  ___________________________________________________________________
 AX2322  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2322
 AX2322  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2322
 AX2322.The horizontal coordinates were scaled from a topographic map and have
 AX2322.an estimated accuracy of +/- 6 seconds.
 AX2322
 AX2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2322.The vertical order pertains to the NGVD 29 superseded value.
 AX2322
 AX2322.The geoid height was determined by GEOID03.
 AX2322
 AX2322;                    North         East    Units  Estimated Accuracy
 AX2322;SPC TXSC     - 4,192,910.      699,980.      MT  (+/- 180 meters Scaled)
 AX2322
 AX2322                          SUPERSEDED SURVEY CONTROL
 AX2322
 AX2322  NGVD 29 (??/??/92)  159.587  (m)          523.58   (f) ADJ UNCH    2 0
 AX2322
 AX2322.Superseded values are not recommended for survey control.
 AX2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2322.See file dsdata.txt to determine how the superseded data were derived.
 AX2322
 AX2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT999715(NAD 83)
 AX2322_MARKER: DB = BENCH MARK DISK
 AX2322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2322_SP_SET: BUILDING WALL
 AX2322_STAMPING: J 316 1935
 AX2322_MARK LOGO: CGS   
 AX2322_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2322
 AX2322  HISTORY     - Date     Condition        Report By
 AX2322  HISTORY     - 1935     MONUMENTED       CGS
 AX2322  HISTORY     - 1958     GOOD             DOD
 AX2322  HISTORY     - 1988     GOOD             USPSQD
 AX2322  HISTORY     - 19930203 GOOD             USPSQD
 AX2322  HISTORY     - 19930808 GOOD             USPSQD
 AX2322  HISTORY     - 19990925 GOOD             USPSQD
 AX2322  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2322
 AX2322                          STATION DESCRIPTION
 AX2322
 AX2322'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AX2322'IN SEGUIN.
 AX2322'93 FEET NORTH-NORTHWEST OF THE INTERSECTING CENTERLINES OF THE
 AX2322'DRIVEWAY TO THE SOUTH AND THE EAST-AND-WEST SIDEWALK, 95 FEET WEST OF
 AX2322'THE CENTERLINE OF THE NORTH-AND-SOUTH STREET, AND 92 FEET NORTHWEST OF
 AX2322'THE NORTH EDGE OF A SMALL LONE TREE.  NOTE-- 1943 DESCRIPTION-- AT
 AX2322'SEGUIN, AT THE HIGH SCHOOL, IN THE EAST WALL NEAR THE SOUTH ENTRANCE,
 AX2322'1.9 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND 1.4 FEET
 AX2322'ABOVE THE GROUND.
 AX2322
 AX2322                          STATION RECOVERY (1988)
 AX2322
 AX2322'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2322'RECOVERED IN GOOD CONDITION.
 AX2322
 AX2322                          STATION RECOVERY (1993)
 AX2322
 AX2322'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2322'RECOVERED IN GOOD CONDITION.
 AX2322
 AX2322                          STATION RECOVERY (1993)
 AX2322
 AX2322'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2322'RECOVERED IN GOOD CONDITION.
 AX2322
 AX2322                          STATION RECOVERY (1999)
 AX2322
 AX2322'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2322'RECOVERED IN GOOD CONDITION.
 AX2322
 AX2322                          STATION RECOVERY (2003)
 AX2322
 AX2322'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX2322'DESCRIBED LOCATION HAS BEEN BUILT OVER WITH AN EXPANSION TO THE SCHOOL
 AX2322'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1591 ***********************************************************************
 AN1591  DESIGNATION -  J 317
 AN1591  PID         -  AN1591
 AN1591  STATE/COUNTY-  TX/KARNES
 AN1591  USGS QUAD   -  KENEDY (1987)
 AN1591
 AN1591                         *CURRENT SURVEY CONTROL
 AN1591  ___________________________________________________________________
 AN1591* NAD 83(1986)-  28 49 47.     (N)    097 50 58.     (W)     SCALED    
 AN1591* NAVD 88     -        85.837  (meters)     281.62   (feet)  ADJUSTED  
 AN1591  ___________________________________________________________________
 AN1591  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AN1591  DYNAMIC HT  -          85.712 (meters)     281.21  (feet)  COMP
 AN1591  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 AN1591
 AN1591  VERT ORDER  -  FIRST     CLASS II
 AN1591
 AN1591.The horizontal coordinates were scaled from a topographic map and have
 AN1591.an estimated accuracy of +/- 6 seconds.
 AN1591
 AN1591.The orthometric height was determined by differential leveling
 AN1591.and adjusted by the National Geodetic Survey in June 1991..
 AN1591
 AN1591.The geoid height was determined by GEOID03.
 AN1591
 AN1591.The dynamic height is computed by dividing the NAVD 88
 AN1591.geopotential number by the normal gravity value computed on the
 AN1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1591.degrees latitude (g = 980.6199 gals.).
 AN1591
 AN1591.The modeled gravity was interpolated from observed gravity values.
 AN1591
 AN1591;                    North         East    Units  Estimated Accuracy
 AN1591;SPC TXSC     - 4,110,980.      712,280.      MT  (+/- 180 meters Scaled)
 AN1591
 AN1591                          SUPERSEDED SURVEY CONTROL
 AN1591
 AN1591  NGVD 29 (??/??/92)   85.81   (m)          281.5    (f) COMPUTED    1 2
 AN1591
 AN1591.Superseded values are not recommended for survey control.
 AN1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1591.See file dsdata.txt to determine how the superseded data were derived.
 AN1591
 AN1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS122896(NAD 83)
 AN1591_MARKER: DB = BENCH MARK DISK
 AN1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1591+STABILITY: SURFACE MOTION
 AN1591
 AN1591  HISTORY     - Date     Condition        Report By
 AN1591  HISTORY     - UNK      MONUMENTED       CGS
 AN1591  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN1591
 AN1591                          STATION DESCRIPTION
 AN1591
 AN1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN1591'0.75 MI N FROM KENEDY.
 AN1591'3/4 MILE NORTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1591'KENEDY, KARNES COUNTY, 300 FEET SOUTH OF THE SOUTH END OF TRESTLE
 AN1591'60.23, 60 FEET NORTH OF THE NINTH POLE SOUTH OF MILEPOST 60, 49 FEET
 AN1591'WEST OF THE CENTERLINE OF THE TRACK, 25.5 FEET SOUTH OF THE CENTERLINE
 AN1591'OF A CATTLEGUARD AT A PRIVATE-ROAD CROSSING, 13.8 FEET NORTHWEST OF A
 AN1591'POLE, 2.7 FEET EAST OF THE RIGHT-OF-WAY FENCE, 3.7 FEET NORTH OF A
 AN1591'WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE TRACK. SET IN THE
 AN1591'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1437 ***********************************************************************
 BY1437  DESIGNATION -  J 318
 BY1437  PID         -  BY1437
 BY1437  STATE/COUNTY-  TX/HOUSTON
 BY1437  USGS QUAD   -  CROCKETT (1950)
 BY1437
 BY1437                         *CURRENT SURVEY CONTROL
 BY1437  ___________________________________________________________________
 BY1437* NAD 83(1986)-  31 18 17.     (N)    095 28 51.     (W)     SCALED    
 BY1437* NAVD 88     -       108.47   (+/-2cm)     355.9    (feet)  VERTCON   
 BY1437  ___________________________________________________________________
 BY1437  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1437
 BY1437  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1437
 BY1437.The horizontal coordinates were scaled from a topographic map and have
 BY1437.an estimated accuracy of +/- 6 seconds.
 BY1437
 BY1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1437.The vertical order pertains to the NGVD 29 superseded value.
 BY1437
 BY1437.The geoid height was determined by GEOID03.
 BY1437
 BY1437;                    North         East    Units  Estimated Accuracy
 BY1437;SPC TX C     - 3,191,660.    1,161,760.      MT  (+/- 180 meters Scaled)
 BY1437
 BY1437                          SUPERSEDED SURVEY CONTROL
 BY1437
 BY1437  NGVD 29 (??/??/92)  108.455  (m)          355.82   (f) ADJ UNCH    2 0
 BY1437
 BY1437.Superseded values are not recommended for survey control.
 BY1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1437.See file dsdata.txt to determine how the superseded data were derived.
 BY1437
 BY1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ638660(NAD 83)
 BY1437_MARKER: DB = BENCH MARK DISK
 BY1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1437_STAMPING: J 318 1935
 BY1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1437+STABILITY: SURFACE MOTION
 BY1437
 BY1437  HISTORY     - Date     Condition        Report By
 BY1437  HISTORY     - 1935     MONUMENTED       CGS
 BY1437  HISTORY     - 1947     GOOD             NGS
 BY1437
 BY1437                          STATION DESCRIPTION
 BY1437
 BY1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1437'1.75 MI SW FROM CROCKETT.
 BY1437'1.75 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 21 FROM THE COURT HOUSE AT
 BY1437'CROCKETT, 0.55 MILE SOUTHWEST OF A LARGE TWO STORY RED BRICK HOUSE
 BY1437'WHICH IS AT THE TOP OF A PROMINENT HILL, 0.15 MILE NORTHEAST OF A
 BY1437'CONCRETE BRIDGE OVER A SMALL CREEK, 49.3 FEET NORTHWEST OF THE CENTER
 BY1437'LINE OF THE HIGHWAY, 10.5 FEET WEST OF A TELEPHONE POLE, 3.5 FEET
 BY1437'NORTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST WHICH PROJECTS 5
 BY1437'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0507 ***********************************************************************
 BZ0507  DESIGNATION -  J 319
 BZ0507  PID         -  BZ0507
 BZ0507  STATE/COUNTY-  TX/ROBERTSON
 BZ0507  USGS QUAD   -  HAMMOND (1978)
 BZ0507
 BZ0507                         *CURRENT SURVEY CONTROL
 BZ0507  ___________________________________________________________________
 BZ0507* NAD 83(1986)-  31 07 05.     (N)    096 42 32.     (W)     SCALED    
 BZ0507* NAVD 88     -       129.51   (+/-2cm)     424.9    (feet)  VERTCON   
 BZ0507  ___________________________________________________________________
 BZ0507  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BZ0507
 BZ0507  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0507
 BZ0507.The horizontal coordinates were scaled from a topographic map and have
 BZ0507.an estimated accuracy of +/- 6 seconds.
 BZ0507
 BZ0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0507.The vertical order pertains to the NGVD 29 superseded value.
 BZ0507
 BZ0507.The geoid height was determined by GEOID03.
 BZ0507
 BZ0507;                    North         East    Units  Estimated Accuracy
 BZ0507;SPC TX C     - 3,166,530.    1,045,620.      MT  (+/- 180 meters Scaled)
 BZ0507
 BZ0507                          SUPERSEDED SURVEY CONTROL
 BZ0507
 BZ0507  NGVD 29 (??/??/92)  129.462  (m)          424.74   (f) ADJ UNCH    2 0
 BZ0507
 BZ0507.Superseded values are not recommended for survey control.
 BZ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0507.See file dsdata.txt to determine how the superseded data were derived.
 BZ0507
 BZ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV184449(NAD 83)
 BZ0507_MARKER: DB = BENCH MARK DISK
 BZ0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0507_STAMPING: J 319 1935
 BZ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0507+STABILITY: SURFACE MOTION
 BZ0507
 BZ0507  HISTORY     - Date     Condition        Report By
 BZ0507  HISTORY     - 1935     MONUMENTED       CGS
 BZ0507
 BZ0507                          STATION DESCRIPTION
 BZ0507
 BZ0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0507'3.9 MI S FROM BREMOND.
 BZ0507'3.9 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0507'STATION AT BREMOND, ROBERTSON COUNTY, 0.2 MILE SOUTH OF MILEPOST 139,
 BZ0507'AT A PRIVATE-ROAD CROSSING, 43 FEET WEST OF THE CENTERLINE OF THE
 BZ0507'TRACK, 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 7 FEET EAST OF
 BZ0507'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 319 1935 AND SET
 BZ0507'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1038 ***********************************************************************
 AY1038  DESIGNATION -  J 32
 AY1038  PID         -  AY1038
 AY1038  STATE/COUNTY-  TX/BEXAR
 AY1038  USGS QUAD   -  HELOTES (1992)
 AY1038
 AY1038                         *CURRENT SURVEY CONTROL
 AY1038  ___________________________________________________________________
 AY1038* NAD 83(1986)-  29 36 32.     (N)    098 42 51.     (W)     SCALED    
 AY1038* NAVD 88     -       345.71   (+/-2cm)    1134.2    (feet)  VERTCON   
 AY1038  ___________________________________________________________________
 AY1038  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AY1038
 AY1038  VERT ORDER  -  THIRD (See Below)
 AY1038
 AY1038.The horizontal coordinates were scaled from a topographic map and have
 AY1038.an estimated accuracy of +/- 6 seconds.
 AY1038
 AY1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1038.The vertical order pertains to the NGVD 29 superseded value.
 AY1038
 AY1038.The geoid height was determined by GEOID03.
 AY1038
 AY1038;                    North         East    Units  Estimated Accuracy
 AY1038;SPC TXSC     - 4,196,810.      627,680.      MT  (+/- 180 meters Scaled)
 AY1038
 AY1038                          SUPERSEDED SURVEY CONTROL
 AY1038
 AY1038  NGVD 29 (01/29/03)  345.61   (m)         1133.9    (f) RESET       3  
 AY1038
 AY1038.Superseded values are not recommended for survey control.
 AY1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1038.See file dsdata.txt to determine how the superseded data were derived.
 AY1038
 AY1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT276754(NAD 83)
 AY1038_MARKER: DD = SURVEY DISK
 AY1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1038+STABILITY: SURFACE MOTION
 AY1038
 AY1038  HISTORY     - Date     Condition        Report By
 AY1038  HISTORY     - UNK      MONUMENTED       TXHD
 AY1038  HISTORY     - 1972     GOOD             TXHD
 AY1038  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1038  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1038
 AY1038                          STATION DESCRIPTION
 AY1038
 AY1038'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AY1038'2.80 MI NW FROM HELOTES.
 AY1038'ABOUT 2.80 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 AY1038'AT HELOTES, 11.25 MILES NORTHWEST OF INTERSTATE HIGHWAY 410, 2.06
 AY1038'MILES NORTHWEST OF SCENIC LOOP ROAD, 20 FEET SOUTHEAST OF AN IRON PIN
 AY1038'AT AN ANGLE POINT IN THE RIGHT-OF-WAY LINE, 3 FEET IN THE
 AY1038'RIGHT-OF-WAY, 107 FEET LEFT OF THE CENTER LINE STATION 643 + 78 AND
 AY1038'SET IN A 7 FOOT CONCRETE POST (2 FEET IN ROCK).
 AY1038
 AY1038                          STATION RECOVERY (1990)
 AY1038
 AY1038'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1038'MARK NOT FOUND.
 AY1038
 AY1038                          STATION RECOVERY (2002)
 AY1038
 AY1038'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0103 ***********************************************************************
 AZ0103  DESIGNATION -  J 32
 AZ0103  PID         -  AZ0103
 AZ0103  STATE/COUNTY-  TX/KINNEY
 AZ0103  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0103
 AZ0103                         *CURRENT SURVEY CONTROL
 AZ0103  ___________________________________________________________________
 AZ0103* NAD 83(1986)-  29 06 33.     (N)    100 23 58.     (W)     SCALED    
 AZ0103* NAVD 88     -       294.173  (meters)     965.13   (feet)  ADJUSTED  
 AZ0103  ___________________________________________________________________
 AZ0103  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 AZ0103  DYNAMIC HT  -         293.743 (meters)     963.72  (feet)  COMP
 AZ0103  MODELED GRAV-     979,173.1   (mgal)                       NAVD 88
 AZ0103
 AZ0103  VERT ORDER  -  FIRST     CLASS II
 AZ0103
 AZ0103.The horizontal coordinates were scaled from a topographic map and have
 AZ0103.an estimated accuracy of +/- 6 seconds.
 AZ0103
 AZ0103.The orthometric height was determined by differential leveling
 AZ0103.and adjusted by the National Geodetic Survey in June 1991..
 AZ0103
 AZ0103.The geoid height was determined by GEOID03.
 AZ0103
 AZ0103.The dynamic height is computed by dividing the NAVD 88
 AZ0103.geopotential number by the normal gravity value computed on the
 AZ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0103.degrees latitude (g = 980.6199 gals.).
 AZ0103
 AZ0103.The modeled gravity was interpolated from observed gravity values.
 AZ0103
 AZ0103;                    North         East    Units  Estimated Accuracy
 AZ0103;SPC TXSC     - 4,142,210.      463,800.      MT  (+/- 180 meters Scaled)
 AZ0103
 AZ0103                          SUPERSEDED SURVEY CONTROL
 AZ0103
 AZ0103  NGVD 29 (??/??/92)  294.010  (m)          964.60   (f) ADJ UNCH    1 2
 AZ0103
 AZ0103.Superseded values are not recommended for survey control.
 AZ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0103.See file dsdata.txt to determine how the superseded data were derived.
 AZ0103
 AZ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT638208(NAD 83)
 AZ0103_MARKER: DB = BENCH MARK DISK
 AZ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0103_STAMPING: J 32 1917 ELEV 964.512 FT
 AZ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0103+STABILITY: SURFACE MOTION
 AZ0103
 AZ0103  HISTORY     - Date     Condition        Report By
 AZ0103  HISTORY     - 1917     MONUMENTED       CGS
 AZ0103  HISTORY     - 1957     GOOD             NGS
 AZ0103
 AZ0103                          STATION DESCRIPTION
 AZ0103
 AZ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0103'4.7 MI S FROM SPOFFORD.
 AZ0103'4.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0103'STATION AT SPOFFORD, 44 FEET EAST OF THE EAST RAIL, 17.4 FEET
 AZ0103'NORTHEAST OF MILEPOST 4, 2.5 FEET WEST OF A FENCE, 1.9 FEET NORTH OF A
 AZ0103'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.6
 AZ0103'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0747 ***********************************************************************
 BZ0747  DESIGNATION -  J 320
 BZ0747  PID         -  BZ0747
 BZ0747  STATE/COUNTY-  TX/MCLENNAN
 BZ0747  USGS QUAD   -  WACO EAST (1975)
 BZ0747
 BZ0747                         *CURRENT SURVEY CONTROL
 BZ0747  ___________________________________________________________________
 BZ0747* NAD 83(1986)-  31 32 30.     (N)    097 03 57.     (W)     SCALED    
 BZ0747* NAVD 88     -       118.09   (+/-2cm)     387.4    (feet)  VERTCON   
 BZ0747  ___________________________________________________________________
 BZ0747  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BZ0747
 BZ0747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0747
 BZ0747.The horizontal coordinates were scaled from a topographic map and have
 BZ0747.an estimated accuracy of +/- 6 seconds.
 BZ0747
 BZ0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0747.The vertical order pertains to the NGVD 29 superseded value.
 BZ0747
 BZ0747.The geoid height was determined by GEOID03.
 BZ0747
 BZ0747;                    North         East    Units  Estimated Accuracy
 BZ0747;SPC TX C     - 3,212,410.    1,010,220.      MT  (+/- 180 meters Scaled)
 BZ0747
 BZ0747                          SUPERSEDED SURVEY CONTROL
 BZ0747
 BZ0747  NGVD 29 (??/??/92)  118.038  (m)          387.26   (f) ADJ UNCH    2 0
 BZ0747
 BZ0747.Superseded values are not recommended for survey control.
 BZ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0747.See file dsdata.txt to determine how the superseded data were derived.
 BZ0747
 BZ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV836912(NAD 83)
 BZ0747_MARKER: DB = BENCH MARK DISK
 BZ0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0747_STAMPING: J 320 1935
 BZ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0747+STABILITY: SURFACE MOTION
 BZ0747
 BZ0747  HISTORY     - Date     Condition        Report By
 BZ0747  HISTORY     - 1935     MONUMENTED       CGS
 BZ0747  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0747  HISTORY     - 20010317 GOOD             USPSQD
 BZ0747
 BZ0747                          STATION DESCRIPTION
 BZ0747
 BZ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0747'4.3 MI S FROM WACO.
 BZ0747'4.3 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0747'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT WACO, MCLENNAN
 BZ0747'COUNTY, AT THE CROSSING OF STATE HIGHWAY 6, 47 FEET NORTH OF THE
 BZ0747'CENTERLINE OF THE HIGHWAY, 46 FEET WEST OF THE CENTERLINE OF THE
 BZ0747'TRACK, AND 5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE CORNER.  A
 BZ0747'STANDARD DISK, STAMPED J 320 1935 AND SET IN THE TOP OF A CONCRETE
 BZ0747'POST.
 BZ0747
 BZ0747                          STATION RECOVERY (1995)
 BZ0747
 BZ0747'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0747'MARK NOT FOUND.
 BZ0747
 BZ0747                          STATION RECOVERY (2001)
 BZ0747
 BZ0747'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0700 ***********************************************************************
 BZ0700  DESIGNATION -  J 321
 BZ0700  PID         -  BZ0700
 BZ0700  STATE/COUNTY-  TX/HILL
 BZ0700  USGS QUAD   -  ABBOTT (1979)
 BZ0700
 BZ0700                         *CURRENT SURVEY CONTROL
 BZ0700  ___________________________________________________________________
 BZ0700* NAD 83(1986)-  31 53 04.     (N)    097 04 23.     (W)     SCALED    
 BZ0700* NAVD 88     -       216.959  (meters)     711.81   (feet)  POSTED    
 BZ0700  ___________________________________________________________________
 BZ0700  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BZ0700  DYNAMIC HT  -         216.690 (meters)     710.92  (feet)  COMP
 BZ0700  MODELED GRAV-     979,400.0   (mgal)                       NAVD 88
 BZ0700
 BZ0700  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BZ0700
 BZ0700.The horizontal coordinates were scaled from a topographic map and have
 BZ0700.an estimated accuracy of +/- 6 seconds.
 BZ0700
 BZ0700.The orthometric height was determined by differential leveling
 BZ0700.and adjusted by the National Geodetic Survey in 1992..
 BZ0700.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BZ0700.rate of 2.1 thru 3.0 mm/km.
 BZ0700
 BZ0700.The geoid height was determined by GEOID03.
 BZ0700
 BZ0700.The dynamic height is computed by dividing the NAVD 88
 BZ0700.geopotential number by the normal gravity value computed on the
 BZ0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0700.degrees latitude (g = 980.6199 gals.).
 BZ0700
 BZ0700.The modeled gravity was interpolated from observed gravity values.
 BZ0700
 BZ0700;                    North         East    Units  Estimated Accuracy
 BZ0700;SPC TXNC     - 2,025,070.      735,010.      MT  (+/- 180 meters Scaled)
 BZ0700
 BZ0700                          SUPERSEDED SURVEY CONTROL
 BZ0700
 BZ0700  NGVD 29 (??/??/92)  216.889  (m)          711.58   (f) ADJ UNCH    1 2
 BZ0700
 BZ0700.Superseded values are not recommended for survey control.
 BZ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0700.See file dsdata.txt to determine how the superseded data were derived.
 BZ0700
 BZ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA822292(NAD 83)
 BZ0700_MARKER: DB = BENCH MARK DISK
 BZ0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0700_STAMPING: J 321 1935
 BZ0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0700+STABILITY: SURFACE MOTION
 BZ0700
 BZ0700  HISTORY     - Date     Condition        Report By
 BZ0700  HISTORY     - 1935     MONUMENTED       CGS
 BZ0700  HISTORY     - 1942     GOOD             NGS
 BZ0700  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0700  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0700  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0700
 BZ0700                          STATION DESCRIPTION
 BZ0700
 BZ0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0700'IN ABBOTT.
 BZ0700'AT ABBOTT AND ALONG THE M.K.T.R.R. 94 FEET SOUTH OF THE SOUTH END OF
 BZ0700'THE STATION.  46 FEET SOUTH OF THE CENTER OF THE FIRST CROSSING SOUTH
 BZ0700'OF THE STATION.  50 FEET WEST OF CENTER OF THE TRACK.
 BZ0700
 BZ0700                          STATION RECOVERY (1942)
 BZ0700
 BZ0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 BZ0700'RECOVERED IN GOOD CONDITION.
 BZ0700
 BZ0700                          STATION RECOVERY (1980)
 BZ0700
 BZ0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0700'MARK NOT FOUND.
 BZ0700
 BZ0700                          STATION RECOVERY (1995)
 BZ0700
 BZ0700'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0700'MARK NOT FOUND.
 BZ0700
 BZ0700                          STATION RECOVERY (2003)
 BZ0700
 BZ0700'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0791 ***********************************************************************
 BZ0791  DESIGNATION -  J 322
 BZ0791  PID         -  BZ0791
 BZ0791  STATE/COUNTY-  TX/BELL
 BZ0791  USGS QUAD   -  TROY (1993)
 BZ0791
 BZ0791                         *CURRENT SURVEY CONTROL
 BZ0791  ___________________________________________________________________
 BZ0791* NAD 83(1986)-  31 12 31.     (N)    097 18 02.     (W)     SCALED    
 BZ0791* NAVD 88     -       203.050  (meters)     666.17   (feet)  ADJUSTED  
 BZ0791  ___________________________________________________________________
 BZ0791  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ0791  DYNAMIC HT  -         202.783 (meters)     665.30  (feet)  COMP
 BZ0791  MODELED GRAV-     979,322.1   (mgal)                       NAVD 88
 BZ0791
 BZ0791  VERT ORDER  -  FIRST     CLASS II
 BZ0791
 BZ0791.The horizontal coordinates were scaled from a topographic map and have
 BZ0791.an estimated accuracy of +/- 6 seconds.
 BZ0791
 BZ0791.The orthometric height was determined by differential leveling
 BZ0791.and adjusted by the National Geodetic Survey in June 1991..
 BZ0791
 BZ0791.The geoid height was determined by GEOID03.
 BZ0791
 BZ0791.The dynamic height is computed by dividing the NAVD 88
 BZ0791.geopotential number by the normal gravity value computed on the
 BZ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0791.degrees latitude (g = 980.6199 gals.).
 BZ0791
 BZ0791.The modeled gravity was interpolated from observed gravity values.
 BZ0791
 BZ0791;                    North         East    Units  Estimated Accuracy
 BZ0791;SPC TX C     - 3,174,870.      988,940.      MT  (+/- 180 meters Scaled)
 BZ0791
 BZ0791                          SUPERSEDED SURVEY CONTROL
 BZ0791
 BZ0791  NGVD 29 (??/??/92)  202.986  (m)          665.96   (f) ADJ UNCH    1 2
 BZ0791
 BZ0791.Superseded values are not recommended for survey control.
 BZ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0791.See file dsdata.txt to determine how the superseded data were derived.
 BZ0791
 BZ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV618539(NAD 83)
 BZ0791_MARKER: DB = BENCH MARK DISK
 BZ0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0791_SP_SET: CULVERT
 BZ0791_STAMPING: J 322 1935
 BZ0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0791
 BZ0791  HISTORY     - Date     Condition        Report By
 BZ0791  HISTORY     - 1935     MONUMENTED       CGS
 BZ0791  HISTORY     - 1980     GOOD             NGS
 BZ0791  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 BZ0791  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0791
 BZ0791                          STATION DESCRIPTION
 BZ0791
 BZ0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0791'0.3 MI N FROM TROY.
 BZ0791'0.3 MILE NORTH OF AND ALONG THE M.K.T.R.R.  SET HORIZONTAL IN THE EAST
 BZ0791'END OF THE NORTH ABUTMENT OF A CONCRETE R.R. CULVERT.
 BZ0791
 BZ0791                          STATION RECOVERY (1980)
 BZ0791
 BZ0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0791'0.3 KM. (0.2 MI.) NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 BZ0791'THE CROSSING OF FARM ROAD 935 IN TROY, IN TOP OF THE NORTH END OF THE
 BZ0791'EAST HEADWALL OF A DOUBLE-CHANNEL CONCRETE BOX CULVERT UNDER THE
 BZ0791'RAILROAD, 4.0 M. (13.1 FT.) EAST OF THE EAST RAIL OF THE TRACKS.
 BZ0791'THE MARK IS 1.2 M BELOW THE TRACKS.
 BZ0791
 BZ0791                          STATION RECOVERY (1991)
 BZ0791
 BZ0791'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0791'MARK NOT FOUND.
 BZ0791
 BZ0791                          STATION RECOVERY (1995)
 BZ0791
 BZ0791'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0202 ***********************************************************************
 AY0202  DESIGNATION -  J 323
 AY0202  PID         -  AY0202
 AY0202  STATE/COUNTY-  TX/COMAL
 AY0202  USGS QUAD   -  SPRING BRANCH (1964)
 AY0202
 AY0202                         *CURRENT SURVEY CONTROL
 AY0202  ___________________________________________________________________
 AY0202* NAD 83(1986)-  29 52 58.     (N)    098 24 32.     (W)     SCALED    
 AY0202* NAVD 88     -       323.217  (meters)    1060.42   (feet)  ADJUSTED  
 AY0202  ___________________________________________________________________
 AY0202  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AY0202  DYNAMIC HT  -         322.758 (meters)    1058.92  (feet)  COMP
 AY0202  MODELED GRAV-     979,212.2   (mgal)                       NAVD 88
 AY0202
 AY0202  VERT ORDER  -  SECOND    CLASS 0
 AY0202
 AY0202.The horizontal coordinates were scaled from a topographic map and have
 AY0202.an estimated accuracy of +/- 6 seconds.
 AY0202
 AY0202.The orthometric height was determined by differential leveling
 AY0202.and adjusted by the National Geodetic Survey in June 1991..
 AY0202
 AY0202.The geoid height was determined by GEOID03.
 AY0202
 AY0202.The dynamic height is computed by dividing the NAVD 88
 AY0202.geopotential number by the normal gravity value computed on the
 AY0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0202.degrees latitude (g = 980.6199 gals.).
 AY0202
 AY0202.The modeled gravity was interpolated from observed gravity values.
 AY0202
 AY0202;                    North         East    Units  Estimated Accuracy
 AY0202;SPC TXSC     - 4,227,280.      657,100.      MT  (+/- 180 meters Scaled)
 AY0202
 AY0202                          SUPERSEDED SURVEY CONTROL
 AY0202
 AY0202  NGVD 29 (??/??/92)  323.117  (m)         1060.09   (f) ADJ UNCH    2 0
 AY0202
 AY0202.Superseded values are not recommended for survey control.
 AY0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0202.See file dsdata.txt to determine how the superseded data were derived.
 AY0202
 AY0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU570059(NAD 83)
 AY0202_MARKER: DB = BENCH MARK DISK
 AY0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0202_STAMPING: J-323 1935
 AY0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0202+STABILITY: SURFACE MOTION
 AY0202
 AY0202  HISTORY     - Date     Condition        Report By
 AY0202  HISTORY     - 1935     MONUMENTED       CGS
 AY0202  HISTORY     - 1964     MARK NOT FOUND   USGS
 AY0202  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0202  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 AY0202
 AY0202                          STATION DESCRIPTION
 AY0202
 AY0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY0202'8.4 MI S FROM TWIN SISTERS.
 AY0202'8.4 MILES SOUTH OF AND ALONG STATE HIGHWAY 46.  ABOUT 123 YDS N. OF A
 AY0202'SMALL CONCRETE CULVERT.  38 FT. W. OF CENTERLINE OF HIGHWAY.  2 FT W.
 AY0202'OF R. O. W. FENCE.
 AY0202
 AY0202                          STATION RECOVERY (1964)
 AY0202
 AY0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AY0202'MARK NOT FOUND.
 AY0202
 AY0202                          STATION RECOVERY (1999)
 AY0202
 AY0202'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0202'MARK NOT FOUND.
 AY0202
 AY0202                          STATION RECOVERY (2002)
 AY0202
 AY0202'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0154 ***********************************************************************
 AO0154  DESIGNATION -  J 324
 AO0154  PID         -  AO0154
 AO0154  STATE/COUNTY-  TX/ATASCOSA
 AO0154  USGS QUAD   -  CHARLOTTE (1968)
 AO0154
 AO0154                         *CURRENT SURVEY CONTROL
 AO0154  ___________________________________________________________________
 AO0154* NAD 83(1986)-  28 50 41.     (N)    098 43 22.     (W)     SCALED    
 AO0154* NAVD 88     -       147.498  (meters)     483.92   (feet)  ADJUSTED  
 AO0154  ___________________________________________________________________
 AO0154  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AO0154  DYNAMIC HT  -         147.282 (meters)     483.21  (feet)  COMP
 AO0154  MODELED GRAV-     979,179.0   (mgal)                       NAVD 88
 AO0154
 AO0154  VERT ORDER  -  SECOND    CLASS 0
 AO0154
 AO0154.The horizontal coordinates were scaled from a topographic map and have
 AO0154.an estimated accuracy of +/- 6 seconds.
 AO0154
 AO0154.The orthometric height was determined by differential leveling
 AO0154.and adjusted by the National Geodetic Survey in June 1991..
 AO0154
 AO0154.The geoid height was determined by GEOID03.
 AO0154
 AO0154.The dynamic height is computed by dividing the NAVD 88
 AO0154.geopotential number by the normal gravity value computed on the
 AO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0154.degrees latitude (g = 980.6199 gals.).
 AO0154
 AO0154.The modeled gravity was interpolated from observed gravity values.
 AO0154
 AO0154;                    North         East    Units  Estimated Accuracy
 AO0154;SPC TXSC     - 4,112,120.      627,050.      MT  (+/- 180 meters Scaled)
 AO0154
 AO0154                          SUPERSEDED SURVEY CONTROL
 AO0154
 AO0154  NGVD 29 (??/??/92)  147.440  (m)          483.73   (f) ADJ UNCH    2 0
 AO0154
 AO0154.Superseded values are not recommended for survey control.
 AO0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0154.See file dsdata.txt to determine how the superseded data were derived.
 AO0154
 AO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS270908(NAD 83)
 AO0154_MARKER: DB = BENCH MARK DISK
 AO0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0154_STAMPING: J 324 1935
 AO0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0154+STABILITY: SURFACE MOTION
 AO0154
 AO0154  HISTORY     - Date     Condition        Report By
 AO0154  HISTORY     - 1935     MONUMENTED       CGS
 AO0154  HISTORY     - 1968     GOOD             USGS
 AO0154
 AO0154                          STATION DESCRIPTION
 AO0154
 AO0154'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0154'1.5 MI S FROM CHARLOTTE.
 AO0154'CHARLOTTE.  1.55 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 97 FROM THE
 AO0154'JUNCTION OF STATE HIGHWAY 97 AND FARM ROAD 140, 0.45 MILES SOUTHWEST
 AO0154'ALONG STATE HIGHWAY 97 FROM A PRIVATE ROAD NORTHWEST.  59 FEET
 AO0154'NORTHWEST OF THE CENTER OF THE HIGHWAY.  A STANDARD BRONZE DISK IN A
 AO0154'CONCRETE POST STAMPED J 324 1935 PROJECTING 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0398 ***********************************************************************
 BM0398  DESIGNATION -  J 325
 BM0398  PID         -  BM0398
 BM0398  STATE/COUNTY-  TX/MILAM
 BM0398  USGS QUAD   -  ROCKDALE EAST (1989)
 BM0398
 BM0398                         *CURRENT SURVEY CONTROL
 BM0398  ___________________________________________________________________
 BM0398* NAD 83(1986)-  30 41 30.     (N)    096 59 38.     (W)     SCALED    
 BM0398* NAVD 88     -       147.21   (+/-2cm)     483.0    (feet)  VERTCON   
 BM0398  ___________________________________________________________________
 BM0398  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0398
 BM0398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0398
 BM0398.The horizontal coordinates were scaled from a topographic map and have
 BM0398.an estimated accuracy of +/- 6 seconds.
 BM0398
 BM0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0398.The vertical order pertains to the NGVD 29 superseded value.
 BM0398
 BM0398.The geoid height was determined by GEOID03.
 BM0398
 BM0398;                    North         East    Units  Estimated Accuracy
 BM0398;SPC TX C     - 3,118,430.    1,019,870.      MT  (+/- 180 meters Scaled)
 BM0398
 BM0398                          SUPERSEDED SURVEY CONTROL
 BM0398
 BM0398  NGVD 29 (??/??/92)  147.141  (m)          482.75   (f) ADJ UNCH    2 0
 BM0398
 BM0398.Superseded values are not recommended for survey control.
 BM0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0398.See file dsdata.txt to determine how the superseded data were derived.
 BM0398
 BM0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU921971(NAD 83)
 BM0398_MARKER: DB = BENCH MARK DISK
 BM0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0398_SP_SET: ABUTMENT
 BM0398_STAMPING: J 325 1935
 BM0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0398
 BM0398  HISTORY     - Date     Condition        Report By
 BM0398  HISTORY     - 1935     MONUMENTED       CGS
 BM0398  HISTORY     - 1962     GOOD             USGS
 BM0398  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0398
 BM0398                          STATION DESCRIPTION
 BM0398
 BM0398'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BM0398'0.7 MI SE FROM MINERVA.
 BM0398'0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 77 FROM MINERVA, THENCE 4.1
 BM0398'MILES SOUTH ALONG F.M. ROAD 1712 (OLD U.S. 77) TO A T-ROAD LEADING
 BM0398'EAST, 0.3 MILE EAST TO THE OLD GRADE CROSSING, 870 FEET SOUTH ALONG
 BM0398'THE OLD RAILROAD GRADE, IN THE TOP AND CENTER OF THE WEST ABUTMENT OF
 BM0398'THE CONCRETE CULVERT, 7.5 FEET WEST OF THE CENTERLINE OF THE GRADE. A
 BM0398'STANDARD DISK, STAMPED J 325 1935.
 BM0398
 BM0398                          STATION RECOVERY (1999)
 BM0398
 BM0398'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0542 ***********************************************************************
 BZ0542  DESIGNATION -  J 326
 BZ0542  PID         -  BZ0542
 BZ0542  STATE/COUNTY-  TX/MILAM
 BZ0542  USGS QUAD   -  ROSEBUD (1978)
 BZ0542
 BZ0542                         *CURRENT SURVEY CONTROL
 BZ0542  ___________________________________________________________________
 BZ0542* NAD 83(1986)-  31 00 56.     (N)    096 59 48.     (W)     SCALED    
 BZ0542* NAVD 88     -       131.57   (+/-2cm)     431.7    (feet)  VERTCON   
 BZ0542  ___________________________________________________________________
 BZ0542  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BZ0542
 BZ0542  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0542
 BZ0542.The horizontal coordinates were scaled from a topographic map and have
 BZ0542.an estimated accuracy of +/- 6 seconds.
 BZ0542
 BZ0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0542.The vertical order pertains to the NGVD 29 superseded value.
 BZ0542
 BZ0542.The geoid height was determined by GEOID03.
 BZ0542
 BZ0542;                    North         East    Units  Estimated Accuracy
 BZ0542;SPC TX C     - 3,154,310.    1,018,530.      MT  (+/- 180 meters Scaled)
 BZ0542
 BZ0542                          SUPERSEDED SURVEY CONTROL
 BZ0542
 BZ0542  NGVD 29 (??/??/92)  131.517  (m)          431.49   (f) ADJ UNCH    2 0
 BZ0542
 BZ0542.Superseded values are not recommended for survey control.
 BZ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0542.See file dsdata.txt to determine how the superseded data were derived.
 BZ0542
 BZ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV912330(NAD 83)
 BZ0542_MARKER: DB = BENCH MARK DISK
 BZ0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0542_STAMPING: J 326 1935
 BZ0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0542+STABILITY: SURFACE MOTION
 BZ0542
 BZ0542  HISTORY     - Date     Condition        Report By
 BZ0542  HISTORY     - 1935     MONUMENTED       CGS
 BZ0542  HISTORY     - 1960     GOOD             USGS
 BZ0542  HISTORY     - 19910423 GOOD             USPSQD
 BZ0542  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BZ0542
 BZ0542                          STATION DESCRIPTION
 BZ0542
 BZ0542'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 BZ0542'IN BURLINGTON.
 BZ0542'AT BURLINGTON, MILAN COUNTY, ON THE SOUTHERN PACIFIC RAILROAD
 BZ0542'(FORMERLY THE TEXAS AND NEW ORLEANS RR) 0.3 MILE NORTH OF MILEPOST
 BZ0542'129, 35 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 26 FEET EAST OF
 BZ0542'THE CENTERLINE OF A ROAD, AND IN LINE WITH A ROW OF POLES, 48 YARDS
 BZ0542'NORTHEAST OF A BEND IN FM.R 1963, 1/16 MILE EAST OF THE POST OFFICE. A
 BZ0542'STANDARD DISK, STAMPED J 326 1935 AND SET IN THE TOP OF A CONCRETE
 BZ0542'POST.
 BZ0542
 BZ0542                          STATION RECOVERY (1991)
 BZ0542
 BZ0542'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGN)
 BZ0542'RECOVERED IN GOOD CONDITION.
 BZ0542
 BZ0542                          STATION RECOVERY (1999)
 BZ0542
 BZ0542'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0853 ***********************************************************************
 BZ0853  DESIGNATION -  J 327
 BZ0853  PID         -  BZ0853
 BZ0853  STATE/COUNTY-  TX/MCLENNAN
 BZ0853  USGS QUAD   -  ROBINSON (1993)
 BZ0853
 BZ0853                         *CURRENT SURVEY CONTROL
 BZ0853  ___________________________________________________________________
 BZ0853* NAD 83(1986)-  31 25 05.     (N)    097 03 25.     (W)     SCALED    
 BZ0853* NAVD 88     -       119.90   (+/-2cm)     393.4    (feet)  VERTCON   
 BZ0853  ___________________________________________________________________
 BZ0853  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BZ0853
 BZ0853  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0853
 BZ0853.The horizontal coordinates were scaled from a topographic map and have
 BZ0853.an estimated accuracy of +/- 6 seconds.
 BZ0853
 BZ0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0853.The vertical order pertains to the NGVD 29 superseded value.
 BZ0853
 BZ0853.The geoid height was determined by GEOID03.
 BZ0853
 BZ0853;                    North         East    Units  Estimated Accuracy
 BZ0853;SPC TX C     - 3,198,740.    1,011,460.      MT  (+/- 180 meters Scaled)
 BZ0853
 BZ0853                          SUPERSEDED SURVEY CONTROL
 BZ0853
 BZ0853  NGVD 29 (??/??/92)  119.850  (m)          393.21   (f) ADJ UNCH    2 0
 BZ0853
 BZ0853.Superseded values are not recommended for survey control.
 BZ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0853.See file dsdata.txt to determine how the superseded data were derived.
 BZ0853
 BZ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV846775(NAD 83)
 BZ0853_MARKER: DB = BENCH MARK DISK
 BZ0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0853_STAMPING: J 327 1935
 BZ0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0853+STABILITY: SURFACE MOTION
 BZ0853
 BZ0853  HISTORY     - Date     Condition        Report By
 BZ0853  HISTORY     - 1935     MONUMENTED       CGS
 BZ0853  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0853  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0853
 BZ0853                          STATION DESCRIPTION
 BZ0853
 BZ0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0853'0.3 MI N FROM ASA.
 BZ0853'0.3 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE TEXAS
 BZ0853'AND NEW ORLEANS RR) FROM ASA, 70 YARDS SOUTHEAST OF MILEPOST 160, 64
 BZ0853'FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 43 FEET WEST OF THE
 BZ0853'CENTERLINE OF THE TRACK, AND 14 FEET SOUTH OF A FENCE CORNER.  A
 BZ0853'STANDARD DISK, STAMPED J 327 1935 AND SET IN THE TOP OF A CONCRETE
 BZ0853'POST.
 BZ0853
 BZ0853                          STATION RECOVERY (1995)
 BZ0853
 BZ0853'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0853'MARK NOT FOUND.
 BZ0853
 BZ0853                          STATION RECOVERY (2001)
 BZ0853
 BZ0853'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ0853'RAILWAY HAS BEEN REPLACED BY HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0715 ***********************************************************************
 BM0715  DESIGNATION -  J 328
 BM0715  PID         -  BM0715
 BM0715  STATE/COUNTY-  TX/WILLIAMSON
 BM0715  USGS QUAD   -  ROUND ROCK (1987)
 BM0715
 BM0715                         *CURRENT SURVEY CONTROL
 BM0715  ___________________________________________________________________
 BM0715* NAD 83(1986)-  30 35 49.     (N)    097 41 32.     (W)     SCALED    
 BM0715* NAVD 88     -       248.44   (+/-2cm)     815.1    (feet)  VERTCON   
 BM0715  ___________________________________________________________________
 BM0715  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 BM0715
 BM0715  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0715
 BM0715.The horizontal coordinates were scaled from a topographic map and have
 BM0715.an estimated accuracy of +/- 6 seconds.
 BM0715
 BM0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0715.The vertical order pertains to the NGVD 29 superseded value.
 BM0715
 BM0715.The geoid height was determined by GEOID03.
 BM0715
 BM0715;                    North         East    Units  Estimated Accuracy
 BM0715;SPC TX C     - 3,106,130.      953,250.      MT  (+/- 180 meters Scaled)
 BM0715
 BM0715                          SUPERSEDED SURVEY CONTROL
 BM0715
 BM0715  NGVD 29 (??/??/92)  248.358  (m)          814.82   (f) ADJ UNCH    2 0
 BM0715
 BM0715.Superseded values are not recommended for survey control.
 BM0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0715.See file dsdata.txt to determine how the superseded data were derived.
 BM0715
 BM0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU253856(NAD 83)
 BM0715_MARKER: DB = BENCH MARK DISK
 BM0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0715_STAMPING: J 328 1935
 BM0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0715+STABILITY: SURFACE MOTION
 BM0715
 BM0715  HISTORY     - Date     Condition        Report By
 BM0715  HISTORY     - 1935     MONUMENTED       CGS
 BM0715  HISTORY     - 1954     GOOD             NGS
 BM0715  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0715
 BM0715                          STATION DESCRIPTION
 BM0715
 BM0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0715'2.8 MI S FROM GEORGETOWN.
 BM0715'2.8 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0715'FROM THE STATION AT GEORGETOWN, 5 FEET NORTHWEST OF MILEPOST 7, 25.9
 BM0715'FEET EAST OF THE EAST RAIL, 3 FEET WEST OF A FENCE, 3 FEET SOUTH OF A
 BM0715'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BM0715'FOOT ABOVE THE GROUND.
 BM0715
 BM0715                          STATION RECOVERY (1980)
 BM0715
 BM0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0715'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0665 ***********************************************************************
 AX0665  DESIGNATION -  J 330
 AX0665  PID         -  AX0665
 AX0665  STATE/COUNTY-  TX/JACKSON
 AX0665  USGS QUAD   -  GANADO (1981)
 AX0665
 AX0665                         *CURRENT SURVEY CONTROL
 AX0665  ___________________________________________________________________
 AX0665* NAD 83(1986)-  29 01 31.     (N)    096 33 08.     (W)     SCALED    
 AX0665* NAVD 88     -        13.02   (+/-2cm)      42.7    (feet)  VERTCON   
 AX0665  ___________________________________________________________________
 AX0665  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0665
 AX0665  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0665
 AX0665.The horizontal coordinates were scaled from a topographic map and have
 AX0665.an estimated accuracy of +/- 6 seconds.
 AX0665
 AX0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0665.The vertical order pertains to the NGVD 29 superseded value.
 AX0665
 AX0665.The geoid height was determined by GEOID03.
 AX0665
 AX0665;                    North         East    Units  Estimated Accuracy
 AX0665;SPC TXSC     - 4,134,600.      838,400.      MT  (+/- 180 meters Scaled)
 AX0665
 AX0665                          SUPERSEDED SURVEY CONTROL
 AX0665
 AX0665  NGVD 29 (??/??/92)   13.032  (m)           42.76   (f) ADJ UNCH    2 0
 AX0665
 AX0665.Superseded values are not recommended for survey control.
 AX0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0665.See file dsdata.txt to determine how the superseded data were derived.
 AX0665
 AX0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT383132(NAD 83)
 AX0665_MARKER: DB = BENCH MARK DISK
 AX0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0665_SP_SET: BRIDGE
 AX0665_STAMPING: J 330 1935
 AX0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0665
 AX0665  HISTORY     - Date     Condition        Report By
 AX0665  HISTORY     - 1935     MONUMENTED       CGS
 AX0665  HISTORY     - 1972     GOOD             NGS
 AX0665  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0665
 AX0665                          STATION DESCRIPTION
 AX0665
 AX0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0665'2.55 MI SW FROM GANADO.
 AX0665'ABOUT 2.55 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD AND U.
 AX0665'S. HIGHWAY 59 FROM THE INTERSECTION OF STATE HIGHWAY 172 AT GANADO,
 AX0665'0.4 MILE NORTHEAST OF MILEPOST 60, AT A STEEL GIRDER RAILROAD BRIDGE
 AX0665'OVER THE NAVIDAD RIVER, 9 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF MAIN
 AX0665'TRACK, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 AX0665'SEAT OF THE BRIDGE AND 6.7 FEET BELOW THE TOP OF THE RAIL.
 AX0665
 AX0665                          STATION RECOVERY (1998)
 AX0665
 AX0665'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0603 ***********************************************************************
 AX0603  DESIGNATION -  J 331
 AX0603  PID         -  AX0603
 AX0603  STATE/COUNTY-  TX/LAVACA
 AX0603  USGS QUAD   -  SUBLIME (1981)
 AX0603
 AX0603                         *CURRENT SURVEY CONTROL
 AX0603  ___________________________________________________________________
 AX0603* NAD 83(1986)-  29 22 52.     (N)    096 47 03.     (W)     SCALED    
 AX0603* NAVD 88     -        48.576  (meters)     159.37   (feet)  ADJUSTED  
 AX0603  ___________________________________________________________________
 AX0603  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0603  DYNAMIC HT  -          48.507 (meters)     159.14  (feet)  COMP
 AX0603  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 AX0603
 AX0603  VERT ORDER  -  FIRST     CLASS I
 AX0603
 AX0603.The horizontal coordinates were scaled from a topographic map and have
 AX0603.an estimated accuracy of +/- 6 seconds.
 AX0603
 AX0603.The orthometric height was determined by differential leveling
 AX0603.and adjusted by the National Geodetic Survey in June 1991..
 AX0603
 AX0603.The geoid height was determined by GEOID03.
 AX0603
 AX0603.The dynamic height is computed by dividing the NAVD 88
 AX0603.geopotential number by the normal gravity value computed on the
 AX0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0603.degrees latitude (g = 980.6199 gals.).
 AX0603
 AX0603.The modeled gravity was interpolated from observed gravity values.
 AX0603
 AX0603;                    North         East    Units  Estimated Accuracy
 AX0603;SPC TXSC     - 4,173,570.      815,070.      MT  (+/- 180 meters Scaled)
 AX0603
 AX0603                          SUPERSEDED SURVEY CONTROL
 AX0603
 AX0603  NGVD 29 (??/??/92)   48.569  (m)          159.35   (f) ADJ UNCH    1 1
 AX0603
 AX0603.Superseded values are not recommended for survey control.
 AX0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0603.See file dsdata.txt to determine how the superseded data were derived.
 AX0603
 AX0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT150522(NAD 83)
 AX0603_MARKER: DB = BENCH MARK DISK
 AX0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0603_STAMPING: J 331 1935
 AX0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0603+STABILITY: SURFACE MOTION
 AX0603
 AX0603  HISTORY     - Date     Condition        Report By
 AX0603  HISTORY     - 1935     MONUMENTED       CGS
 AX0603  HISTORY     - 1972     GOOD             NGS
 AX0603  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0603
 AX0603                          STATION DESCRIPTION
 AX0603
 AX0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0603'11.35 MI SE FROM HALLETTSVILLE.
 AX0603'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 90A FROM THE JUNCTION OF U.S.
 AX0603'HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 10.15 MILES
 AX0603'SOUTHEAST ALONG FARM ROAD 530, THENCE 0.5 MILE NORTHEAST ALONG A PAVED
 AX0603'ROAD LEADING TO THE VIENNA BAPTIST CHURCH, 0.25 MILE SOUTHWEST OF THE
 AX0603'SOUTHWEST END OF A ROAD BRIDGE OVER THE NAVIDAD RIVER, 49 FEET
 AX0603'NORTHWEST OF THE CENTER LINE OF THE ROAD, 77.5 FEET WEST OF THE WEST
 AX0603'CORNER OF AN 8- X 20-FOOT BRIDGE OVER A SLOUGH, 33 FEET NORTHEAST OF
 AX0603'TELEPHONE POLE NUMBER 2, 29 1/2 FEET WEST OF A 14-INCH ASH TREE, 13
 AX0603'1/2 FEET NORTHWEST OF A FENCE, 28 1/2 FEET EAST OF A FENCE, 14.0 FEET
 AX0603'NORTHWEST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 AX0603'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 AX0603'SURFACE OF THE GROUND.
 AX0603
 AX0603                          STATION RECOVERY (1997)
 AX0603
 AX0603'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1009 ***********************************************************************
 AN1009  DESIGNATION -  J 332
 AN1009  PID         -  AN1009
 AN1009  STATE/COUNTY-  TX/GOLIAD
 AN1009  USGS QUAD   -  FANNIN (1987)
 AN1009
 AN1009                         *CURRENT SURVEY CONTROL
 AN1009  ___________________________________________________________________
 AN1009* NAD 83(1986)-  28 41 43.     (N)    097 14 10.     (W)     SCALED    
 AN1009* NAVD 88     -        41.75   (+/-2cm)     137.0    (feet)  VERTCON   
 AN1009  ___________________________________________________________________
 AN1009  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1009
 AN1009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1009
 AN1009.The horizontal coordinates were scaled from a topographic map and have
 AN1009.an estimated accuracy of +/- 6 seconds.
 AN1009
 AN1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1009.The vertical order pertains to the NGVD 29 superseded value.
 AN1009
 AN1009.The geoid height was determined by GEOID03.
 AN1009
 AN1009;                    North         East    Units  Estimated Accuracy
 AN1009;SPC TXSC     - 4,096,830.      772,350.      MT  (+/- 180 meters Scaled)
 AN1009
 AN1009                          SUPERSEDED SURVEY CONTROL
 AN1009
 AN1009  NGVD 29 (??/??/92)   41.831  (m)          137.24   (f) ADJ UNCH    2 0
 AN1009
 AN1009.Superseded values are not recommended for survey control.
 AN1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1009.See file dsdata.txt to determine how the superseded data were derived.
 AN1009
 AN1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS723755(NAD 83)
 AN1009_MARKER: DB = BENCH MARK DISK
 AN1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1009_STAMPING: J-332 1935
 AN1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1009+STABILITY: SURFACE MOTION
 AN1009
 AN1009  HISTORY     - Date     Condition        Report By
 AN1009  HISTORY     - 1935     MONUMENTED       CGS
 AN1009  HISTORY     - 1943     GOOD             NGS
 AN1009
 AN1009                          STATION DESCRIPTION
 AN1009
 AN1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1009'IN FANNIN.
 AN1009'AT FANNIN, ALONG THE TEXAS AND NEW ORLEANS RAILROAD, SET IN THE
 AN1009'SOUTHEAST QUARTER OF THE FIRST ROAD CROSSING WEST OF THE STATION SIGN,
 AN1009'99 FEET SOUTHWEST OF THE STATION SIGN, 70 FEET EAST OF THE CENTER-LINE
 AN1009'OF THE NORTH-SOUTH ROAD, 51.2 FEET SOUTH OF THE SOUTH RAIL OF THE
 AN1009'TRACK, IN LINE WITH THE POLES, 1.6 FEET SOUTH OF REFERENCE POST. BENCH
 AN1009'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT
 AN1009'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2228 ***********************************************************************
 BL2228  DESIGNATION -  J 332 USFS 1942
 BL2228  PID         -  BL2228
 BL2228  STATE/COUNTY-  TX/MONTGOMERY
 BL2228  USGS QUAD   -  WILLIS (1997)
 BL2228
 BL2228                         *CURRENT SURVEY CONTROL
 BL2228  ___________________________________________________________________
 BL2228* NAD 83(1993)-  30 23 18.06644(N)    095 24 21.86354(W)     ADJUSTED  
 BL2228* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 BL2228  ___________________________________________________________________
 BL2228  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BL2228  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL2228
 BL2228  HORZ ORDER  -  SECOND
 BL2228
 BL2228.The horizontal coordinates were established by classical geodetic methods
 BL2228.and adjusted by the National Geodetic Survey in February 1996..
 BL2228
 BL2228.The orthometric height was scaled from a topographic map.
 BL2228
 BL2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2228
 BL2228.The geoid height was determined by GEOID03.
 BL2228
 BL2228;                    North         East     Units Scale Factor Converg.
 BL2228;SPC TX C     - 3,090,488.670 1,173,367.114   MT  0.99993857   +2 32 16.2
 BL2228;SPC TX C     -10,139,378.24  3,849,621.94   sFT  0.99993857   +2 32 16.2
 BL2228;UTM  15      - 3,364,275.583   268,815.265   MT  1.00025940   -1 13 03.6
 BL2228
 BL2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2228!SPC TX C     -   0.99999050  x   0.99993857  =   0.99992907
 BL2228!UTM  15      -   0.99999050  x   1.00025940  =   1.00024990
 BL2228
 BL2228                          SUPERSEDED SURVEY CONTROL
 BL2228
 BL2228  NAD 83(1986)-  30 23 18.07939(N)    095 24 21.84740(W) AD(       ) 2
 BL2228  NAD 27      -  30 23 17.33520(N)    095 24 21.06555(W) AD(       ) 2
 BL2228
 BL2228.Superseded values are not recommended for survey control.
 BL2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2228.See file dsdata.txt to determine how the superseded data were derived.
 BL2228
 BL2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6881564276(NAD 83)
 BL2228_MARKER: DD = SURVEY DISK
 BL2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2228+STABILITY: SURFACE MOTION
 BL2228
 BL2228  HISTORY     - Date     Condition        Report By
 BL2228  HISTORY     - 1942     MONUMENTED       USDA
 BL2228
 BL2228                          STATION DESCRIPTION
 BL2228
 BL2228'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1942 (FBQ)
 BL2228'STATION IS 5 MILES ESE OF WILLIS, IN THE NW ANGLE OF THE
 BL2228'INTERSECTION OF 2 COUNTY ROADS.  IT IS 36 FEET N OF THE
 BL2228'CENTER LINE OF THE E-AND-W ROAD, 45 FEET W OF THE CENTER
 BL2228'LINE OF THE N-AND-S ROAD, 7.978 METERS, 26.17 FEET, SW BY
 BL2228'S OF STATION WILLIS, AND 4.5 FEET NE OF A CONCRETE RIGHT-OF-WAY
 BL2228'POST.
 BL2228'
 BL2228'IT IS A DEPARTMENT OF AGRICULTURE FOREST SERVICE DISK SET
 BL2228'IN THE TOP OF A CYLINDRICAL CONCRETE POST WHICH IS ABOUT
 BL2228'3 INCHES IN DIAMETER AND PROJECTS ABOUT 10 INCHES.  IT IS
 BL2228'STAMPED J 332 1934.  IT WAS LOCATED BY TRAVERSE FROM STATION
 BL2228'WILLIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1043 ***********************************************************************
 AX1043  DESIGNATION -  J 333
 AX1043  PID         -  AX1043
 AX1043  STATE/COUNTY-  TX/COLORADO
 AX1043  USGS QUAD   -  COLUMBUS (1981)
 AX1043
 AX1043                         *CURRENT SURVEY CONTROL
 AX1043  ___________________________________________________________________
 AX1043* NAD 83(1986)-  29 42 10.     (N)    096 30 44.     (W)     SCALED    
 AX1043* NAVD 88     -        61.37   (+/-2cm)     201.3    (feet)  VERTCON   
 AX1043  ___________________________________________________________________
 AX1043  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1043
 AX1043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1043
 AX1043.The horizontal coordinates were scaled from a topographic map and have
 AX1043.an estimated accuracy of +/- 6 seconds.
 AX1043
 AX1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1043.The vertical order pertains to the NGVD 29 superseded value.
 AX1043
 AX1043.The geoid height was determined by GEOID03.
 AX1043
 AX1043;                    North         East    Units  Estimated Accuracy
 AX1043;SPC TXSC     - 4,209,750.      840,700.      MT  (+/- 180 meters Scaled)
 AX1043
 AX1043                          SUPERSEDED SURVEY CONTROL
 AX1043
 AX1043  NGVD 29 (??/??/92)   61.354  (m)          201.29   (f) ADJ UNCH    2 0
 AX1043
 AX1043.Superseded values are not recommended for survey control.
 AX1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1043.See file dsdata.txt to determine how the superseded data were derived.
 AX1043
 AX1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT406884(NAD 83)
 AX1043_MARKER: DB = BENCH MARK DISK
 AX1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1043_STAMPING: J 333 1935
 AX1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1043+STABILITY: SURFACE MOTION
 AX1043
 AX1043  HISTORY     - Date     Condition        Report By
 AX1043  HISTORY     - 1935     MONUMENTED       CGS
 AX1043  HISTORY     - 1943     GOOD             NGS
 AX1043  HISTORY     - 1987     GOOD             USPSQD
 AX1043
 AX1043                          STATION DESCRIPTION
 AX1043
 AX1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1043'1.5 MI E FROM COLUMBUS.
 AX1043'1.5 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 AX1043'COLUMBUS, COLORADO COUNTY, 0.3 MILE EAST OF MILEPOST 83, 71 FEET EAST
 AX1043'OF THE TENTH POLE EAST OF THE MILEPOST, 112 YARDS EAST OF THE CROSSING
 AX1043'OF A GRAVEL ROAD LEADING TO THE TEXAS CONSTRUCTION MATERIAL CO. SAND
 AX1043'AND GRAVEL PIT, 46.7 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 2.3
 AX1043'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 2 FEET WEST OF A WHITE
 AX1043'WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK. A STANDARD
 AX1043'DISK, STAMPED J 333 1935 AND SET IN THE TOP OF A CONCRETE POST
 AX1043'PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
 AX1043
 AX1043                          STATION RECOVERY (1987)
 AX1043
 AX1043'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AX1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1557 ***********************************************************************
 AN1557  DESIGNATION -  J 334
 AN1557  PID         -  AN1557
 AN1557  STATE/COUNTY-  TX/JIM WELLS
 AN1557  USGS QUAD   -  SANDIA (1979)
 AN1557
 AN1557                         *CURRENT SURVEY CONTROL
 AN1557  ___________________________________________________________________
 AN1557* NAD 83(1986)-  28 01 14.     (N)    097 52 45.     (W)     SCALED    
 AN1557* NAVD 88     -        39.267  (meters)     128.83   (feet)  POSTED    
 AN1557  ___________________________________________________________________
 AN1557  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AN1557  DYNAMIC HT  -          39.210 (meters)     128.64  (feet)  COMP
 AN1557  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 AN1557
 AN1557  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AN1557
 AN1557.The horizontal coordinates were scaled from a topographic map and have
 AN1557.an estimated accuracy of +/- 6 seconds.
 AN1557
 AN1557.The orthometric height was determined by differential leveling
 AN1557.and adjusted by the National Geodetic Survey in 1992..
 AN1557.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AN1557.rate of 1.1 thru 2.0 mm/km.
 AN1557
 AN1557.The geoid height was determined by GEOID03.
 AN1557
 AN1557.The dynamic height is computed by dividing the NAVD 88
 AN1557.geopotential number by the normal gravity value computed on the
 AN1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1557.degrees latitude (g = 980.6199 gals.).
 AN1557
 AN1557.The modeled gravity was interpolated from observed gravity values.
 AN1557
 AN1557;                    North         East    Units  Estimated Accuracy
 AN1557;SPC TX S     - 5,260,960.      361,060.      MT  (+/- 180 meters Scaled)
 AN1557
 AN1557                          SUPERSEDED SURVEY CONTROL
 AN1557
 AN1557  NGVD 29 (??/??/92)   39.33   (m)          129.0    (f) COMPUTED    2 0
 AN1557
 AN1557.Superseded values are not recommended for survey control.
 AN1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1557.See file dsdata.txt to determine how the superseded data were derived.
 AN1557
 AN1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR101999(NAD 83)
 AN1557_MARKER: DB = BENCH MARK DISK
 AN1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1557_STAMPING: J-334 1935
 AN1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1557+STABILITY: SURFACE MOTION
 AN1557
 AN1557  HISTORY     - Date     Condition        Report By
 AN1557  HISTORY     - 1935     MONUMENTED       CGS
 AN1557  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 AN1557
 AN1557                          STATION DESCRIPTION
 AN1557
 AN1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1557'IN SANDIA.
 AN1557'ALONG S.P.R.R. 45 FEET WEST OF THE MAIN TRACK.  120 FEET NORTHWEST OF
 AN1557'RAILROAD DEPOT.  25 FEET SOUTH OF GATE IN WEST RIGHT OF WAY FENCE.  1
 AN1557'FOOT EAST OF RIGHT OF WAY FENCE.
 AN1557
 AN1557                          STATION RECOVERY (1985)
 AN1557
 AN1557'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 AN1557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0397 ***********************************************************************
 BY0397  DESIGNATION -  J 336
 BY0397  PID         -  BY0397
 BY0397  STATE/COUNTY-  TX/SABINE
 BY0397  USGS QUAD   -  BRONSON (1984)
 BY0397
 BY0397                         *CURRENT SURVEY CONTROL
 BY0397  ___________________________________________________________________
 BY0397* NAD 83(1986)-  31 20 48.     (N)    094 00 04.     (W)     SCALED    
 BY0397* NAVD 88     -       109.646  (meters)     359.73   (feet)  ADJUSTED  
 BY0397  ___________________________________________________________________
 BY0397  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BY0397  DYNAMIC HT  -         109.509 (meters)     359.28  (feet)  COMP
 BY0397  MODELED GRAV-     979,385.3   (mgal)                       NAVD 88
 BY0397
 BY0397  VERT ORDER  -  FIRST     CLASS II
 BY0397
 BY0397.The horizontal coordinates were scaled from a topographic map and have
 BY0397.an estimated accuracy of +/- 6 seconds.
 BY0397
 BY0397.The orthometric height was determined by differential leveling
 BY0397.and adjusted by the National Geodetic Survey in June 1991..
 BY0397
 BY0397.The geoid height was determined by GEOID03.
 BY0397
 BY0397.The dynamic height is computed by dividing the NAVD 88
 BY0397.geopotential number by the normal gravity value computed on the
 BY0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0397.degrees latitude (g = 980.6199 gals.).
 BY0397
 BY0397.The modeled gravity was interpolated from observed gravity values.
 BY0397
 BY0397;                    North         East    Units  Estimated Accuracy
 BY0397;SPC TX C     - 3,203,380.    1,302,170.      MT  (+/- 180 meters Scaled)
 BY0397
 BY0397                          SUPERSEDED SURVEY CONTROL
 BY0397
 BY0397  NGVD 29 (??/??/??)  109.666  (m)          359.80   (f) ADJUSTED    1 2
 BY0397
 BY0397.Superseded values are not recommended for survey control.
 BY0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0397.See file dsdata.txt to determine how the superseded data were derived.
 BY0397
 BY0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ047684(NAD 83)
 BY0397_MARKER: DB = BENCH MARK DISK
 BY0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0397_STAMPING: J 336 1952
 BY0397_PROJECTION: FLUSH
 BY0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0397+STABILITY: SURFACE MOTION
 BY0397
 BY0397  HISTORY     - Date     Condition        Report By
 BY0397  HISTORY     - 1952     MONUMENTED       CGS
 BY0397  HISTORY     - 1979     GOOD             NGS
 BY0397
 BY0397                          STATION DESCRIPTION
 BY0397
 BY0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0397'0.65 MI E FROM BRONSON.
 BY0397'0.65 MILE EAST ALONG STATE HIGHWAY 184 FROM THE GULF, COLORADO AND
 BY0397'SANTA FE RAILROAD STATION AT BRONSON, AT A JUNCTION WITH A GRADED CLAY
 BY0397'ROAD LEADING SOUTHEAST, 280 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BY0397'HIGHWAY, 75 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 BY0397'SOUTHEAST, 57 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 25 FEET
 BY0397'WEST OF A 12 INCH OAK TREE, 16.5 FEET EAST OF A POWER POLE, 1.7 FEET
 BY0397'WEST OF A BOARD FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0397'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY0397
 BY0397                          STATION RECOVERY (1979)
 BY0397
 BY0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0397'OMIT-0.65 MILE EAST FROM THE GULF, COLORADO AND SANTA FE RAILROAD
 BY0397'STATION AT BRONSON, 1.7 FT. WEST OF A BOARD FENCE.
 BY0397'ADD-0.75 MILE EAST ALONG STATE HIGHWAY 184 FROM THE JUNCTION OF
 BY0397'U.S. HIGHWAY 96 IN BRONSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0449 ***********************************************************************
 BY0449  DESIGNATION -  J 337
 BY0449  PID         -  BY0449
 BY0449  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0449  USGS QUAD   -  BRONSON (1984)
 BY0449
 BY0449                         *CURRENT SURVEY CONTROL
 BY0449  ___________________________________________________________________
 BY0449* NAD 83(1986)-  31 16 39.     (N)    094 04 26.     (W)     SCALED    
 BY0449* NAVD 88     -        98.78   (+/-2cm)     324.1    (feet)  VERTCON   
 BY0449  ___________________________________________________________________
 BY0449  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BY0449
 BY0449  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0449
 BY0449.The horizontal coordinates were scaled from a topographic map and have
 BY0449.an estimated accuracy of +/- 6 seconds.
 BY0449
 BY0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0449.The vertical order pertains to the NGVD 29 superseded value.
 BY0449
 BY0449.The geoid height was determined by GEOID03.
 BY0449
 BY0449;                    North         East    Units  Estimated Accuracy
 BY0449;SPC TX C     - 3,195,330.    1,295,690.      MT  (+/- 180 meters Scaled)
 BY0449
 BY0449                          SUPERSEDED SURVEY CONTROL
 BY0449
 BY0449  NGVD 29 (??/??/92)   98.792  (m)          324.12   (f) ADJ UNCH    2 0
 BY0449
 BY0449.Superseded values are not recommended for survey control.
 BY0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0449.See file dsdata.txt to determine how the superseded data were derived.
 BY0449
 BY0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ977608(NAD 83)
 BY0449_MARKER: DB = BENCH MARK DISK
 BY0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0449_STAMPING: J 337 1952
 BY0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0449+STABILITY: SURFACE MOTION
 BY0449
 BY0449  HISTORY     - Date     Condition        Report By
 BY0449  HISTORY     - 1952     MONUMENTED       CGS
 BY0449
 BY0449                          STATION DESCRIPTION
 BY0449
 BY0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0449'23.2 MI S FROM SAN AUGUSTINE.
 BY0449'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0449'SAN AUGUSTINE, THENCE 10.65 MILES SOUTH ALONG FARM ROAD 705, THENCE
 BY0449'3.6 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A
 BY0449'GRADED DIRT ROAD, AT A JUNCTION WITH A GRADED DIRT ROAD LEADING
 BY0449'NORTHEAST, 128 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH
 BY0449'DIRT ROAD, 110 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 BY0449'NORTHEAST, 69 FEET NORTH OF A LONE 18 INCH PINE TREE, 17.5 FEET SOUTH
 BY0449'OF A 10 INCH MAGNOLIA TREE, 2.8 FEET NORTHEAST OF A WITNESS POST, SET
 BY0449'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BY0449'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0195 ***********************************************************************
 GL0195  DESIGNATION -  J 339
 GL0195  PID         -  GL0195
 GL0195  STATE/COUNTY-  TX/SHERMAN
 GL0195  USGS QUAD   -  STRATFORD (1964)
 GL0195
 GL0195                         *CURRENT SURVEY CONTROL
 GL0195  ___________________________________________________________________
 GL0195* NAD 83(1986)-  36 15 20.     (N)    102 06 58.     (W)     SCALED    
 GL0195* NAVD 88     -      1132.706  (meters)    3716.22   (feet)  ADJUSTED  
 GL0195  ___________________________________________________________________
 GL0195  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 GL0195  DYNAMIC HT  -        1131.443 (meters)    3712.08  (feet)  COMP
 GL0195  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 GL0195
 GL0195  VERT ORDER  -  SECOND    CLASS 0
 GL0195
 GL0195.The horizontal coordinates were scaled from a topographic map and have
 GL0195.an estimated accuracy of +/- 6 seconds.
 GL0195
 GL0195.The orthometric height was determined by differential leveling
 GL0195.and adjusted by the National Geodetic Survey in June 1991..
 GL0195
 GL0195.The geoid height was determined by GEOID03.
 GL0195
 GL0195.The dynamic height is computed by dividing the NAVD 88
 GL0195.geopotential number by the normal gravity value computed on the
 GL0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0195.degrees latitude (g = 980.6199 gals.).
 GL0195
 GL0195.The modeled gravity was interpolated from observed gravity values.
 GL0195
 GL0195;                    North         East    Units  Estimated Accuracy
 GL0195;SPC TX N     - 1,250,410.      144,630.      MT  (+/- 180 meters Scaled)
 GL0195
 GL0195                          SUPERSEDED SURVEY CONTROL
 GL0195
 GL0195.No superseded survey control is available for this station.
 GL0195
 GL0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA591161(NAD 83)
 GL0195_MARKER: DB = BENCH MARK DISK
 GL0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0195_STAMPING: J 339 1952
 GL0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0195+STABILITY: SURFACE MOTION
 GL0195
 GL0195  HISTORY     - Date     Condition        Report By
 GL0195  HISTORY     - 1952     MONUMENTED       CGS
 GL0195
 GL0195                          STATION DESCRIPTION
 GL0195
 GL0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0195'9.5 MI SW FROM STRATFORD.
 GL0195'4.65 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 GL0195'HIGHWAY 54 AT STRATFORD, THENCE 0.85 MILE WEST ALONG A GRADED DIRT
 GL0195'ROAD, THENCE 3.0 MILES WEST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH
 GL0195'ALONG A NEW FARM TO MARKET ROAD, 0.1 MILE NORTH OF A FARMHOUSE, 49
 GL0195'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 13 FEET SOUTH
 GL0195'OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST, 27 FEET SOUTH OF A
 GL0195'POWER POLE, 26 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, 2
 GL0195'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0195'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1243 ***********************************************************************
 AY1243  DESIGNATION -  J 34 USGS
 AY1243  PID         -  AY1243
 AY1243  STATE/COUNTY-  TX/MEDINA
 AY1243  USGS QUAD   -  HONDO (1982)
 AY1243
 AY1243                         *CURRENT SURVEY CONTROL
 AY1243  ___________________________________________________________________
 AY1243* NAD 83(1986)-  29 20 22.     (N)    099 13 10.     (W)     SCALED    
 AY1243* NAVD 88     -       273.587  (meters)     897.59   (feet)  POSTED    
 AY1243  ___________________________________________________________________
 AY1243  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 AY1243  DYNAMIC HT  -         273.190 (meters)     896.29  (feet)  COMP
 AY1243  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 AY1243
 AY1243  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1243
 AY1243.The horizontal coordinates were scaled from a topographic map and have
 AY1243.an estimated accuracy of +/- 6 seconds.
 AY1243
 AY1243.The orthometric height was determined by differential leveling
 AY1243.and adjusted by the National Geodetic Survey in 1992..
 AY1243.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1243.rate of 0.0 thru 1.0 mm/km.
 AY1243
 AY1243.The geoid height was determined by GEOID03.
 AY1243
 AY1243.The dynamic height is computed by dividing the NAVD 88
 AY1243.geopotential number by the normal gravity value computed on the
 AY1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1243.degrees latitude (g = 980.6199 gals.).
 AY1243
 AY1243.The modeled gravity was interpolated from observed gravity values.
 AY1243
 AY1243;                    North         East    Units  Estimated Accuracy
 AY1243;SPC TXSC     - 4,166,940.      578,690.      MT  (+/- 180 meters Scaled)
 AY1243
 AY1243                          SUPERSEDED SURVEY CONTROL
 AY1243
 AY1243  NGVD 29 (??/??/92)  273.467  (m)          897.20   (f) ADJ UNCH    1 2
 AY1243
 AY1243.Superseded values are not recommended for survey control.
 AY1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1243.See file dsdata.txt to determine how the superseded data were derived.
 AY1243
 AY1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT786456(NAD 83)
 AY1243_MARKER: P = PIPE CAP
 AY1243_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY1243_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY1243_STAMPING: J 34 S A 4 897.236
 AY1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1243
 AY1243  HISTORY     - Date     Condition        Report By
 AY1243  HISTORY     - UNK      MONUMENTED       USGS
 AY1243  HISTORY     - 1957     GOOD             NGS
 AY1243  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1243  HISTORY     - 19880821 MARK NOT FOUND   USPSQD
 AY1243  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1243  HISTORY     - 19970430 MARK NOT FOUND   USPSQD
 AY1243  HISTORY     - 20021029 MARK NOT FOUND   USPSQD
 AY1243
 AY1243                          STATION DESCRIPTION
 AY1243
 AY1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1243'3.75 MI E FROM DHANIS.
 AY1243'3.75 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1243'STATION AT DHANIS, 21 RAILS WEST OF A ROAD CROSSING, 9 1/2 RAILS WEST
 AY1243'OF A POWER LINE CROSSING, 36 FEET WEST OF THE 8TH POLE WEST OF
 AY1243'MILEPOST 263, 31 FEET SOUTH OF THE SOUTH RAIL, 17 FEET NORTH OF A
 AY1243'FENCE, 1.2 MILES WEST OF BENCH MARK M 915, RIVETED ON THE TOP OF A 3
 AY1243'1/2 INCH IRON PIPE WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.
 AY1243
 AY1243                          STATION RECOVERY (1982)
 AY1243
 AY1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1243'MARK NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD EQUIPMENT.
 AY1243
 AY1243                          STATION RECOVERY (1988)
 AY1243
 AY1243'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1243'MARK NOT FOUND.
 AY1243
 AY1243                          STATION RECOVERY (1995)
 AY1243
 AY1243'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1243'MARK NOT FOUND.
 AY1243
 AY1243                          STATION RECOVERY (1997)
 AY1243
 AY1243'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1243'MARK NOT FOUND.
 AY1243
 AY1243                          STATION RECOVERY (2002)
 AY1243
 AY1243'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0149 ***********************************************************************
 CA0149  DESIGNATION -  J 340
 CA0149  PID         -  CA0149
 CA0149  STATE/COUNTY-  TX/LAMPASAS
 CA0149  USGS QUAD   -  LOMETA (1959)
 CA0149
 CA0149                         *CURRENT SURVEY CONTROL
 CA0149  ___________________________________________________________________
 CA0149* NAD 83(1986)-  31 14 26.     (N)    098 28 27.     (W)     SCALED    
 CA0149* NAVD 88     -       422.856  (meters)    1387.32   (feet)  ADJUSTED  
 CA0149  ___________________________________________________________________
 CA0149  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 CA0149  DYNAMIC HT  -         422.289 (meters)    1385.46  (feet)  COMP
 CA0149  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 CA0149
 CA0149  VERT ORDER  -  SECOND    CLASS 0
 CA0149
 CA0149.The horizontal coordinates were scaled from a topographic map and have
 CA0149.an estimated accuracy of +/- 6 seconds.
 CA0149
 CA0149.The orthometric height was determined by differential leveling
 CA0149.and adjusted by the National Geodetic Survey in June 1991..
 CA0149
 CA0149.The geoid height was determined by GEOID03.
 CA0149
 CA0149.The dynamic height is computed by dividing the NAVD 88
 CA0149.geopotential number by the normal gravity value computed on the
 CA0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0149.degrees latitude (g = 980.6199 gals.).
 CA0149
 CA0149.The modeled gravity was interpolated from observed gravity values.
 CA0149
 CA0149;                    North         East    Units  Estimated Accuracy
 CA0149;SPC TX C     - 3,175,950.      877,080.      MT  (+/- 180 meters Scaled)
 CA0149
 CA0149                          SUPERSEDED SURVEY CONTROL
 CA0149
 CA0149  NGVD 29 (??/??/92)  422.770  (m)         1387.04   (f) ADJ UNCH    2 0
 CA0149
 CA0149.Superseded values are not recommended for survey control.
 CA0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0149.See file dsdata.txt to determine how the superseded data were derived.
 CA0149
 CA0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV500563(NAD 83)
 CA0149_MARKER: DB = BENCH MARK DISK
 CA0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0149_STAMPING: J 340 1935
 CA0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0149+STABILITY: SURFACE MOTION
 CA0149
 CA0149  HISTORY     - Date     Condition        Report By
 CA0149  HISTORY     - 1935     MONUMENTED       CGS
 CA0149
 CA0149                          STATION DESCRIPTION
 CA0149
 CA0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0149'6.2 MI W FROM LOMETA.
 CA0149'6.2 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. 185 YARDS WEST OF
 CA0149'MILE POST 6.  ABOUT 300 YARDS WEST OF A BRIDGE.  17 YARDS SOUTH OF
 CA0149'CENTER OF THE TRACK.  1 YARD SOUTH OF THE RIGHT OF WAY FENCE.  IN THE
 CA0149'CORNER OF A JOG IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0560 ***********************************************************************
 CA0560  DESIGNATION -  J 341
 CA0560  PID         -  CA0560
 CA0560  STATE/COUNTY-  TX/MCCULLOCH
 CA0560  USGS QUAD   -  ROCHELLE (1979)
 CA0560
 CA0560                         *CURRENT SURVEY CONTROL
 CA0560  ___________________________________________________________________
 CA0560* NAD 83(1986)-  31 11 11.     (N)    099 12 49.     (W)     SCALED    
 CA0560* NAVD 88     -       525.461  (meters)    1723.95   (feet)  ADJUSTED  
 CA0560  ___________________________________________________________________
 CA0560  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CA0560  DYNAMIC HT  -         524.752 (meters)    1721.62  (feet)  COMP
 CA0560  MODELED GRAV-     979,275.3   (mgal)                       NAVD 88
 CA0560
 CA0560  VERT ORDER  -  SECOND    CLASS 0
 CA0560
 CA0560.The horizontal coordinates were scaled from a topographic map and have
 CA0560.an estimated accuracy of +/- 6 seconds.
 CA0560
 CA0560.The orthometric height was determined by differential leveling
 CA0560.and adjusted by the National Geodetic Survey in June 1991..
 CA0560
 CA0560.The geoid height was determined by GEOID03.
 CA0560
 CA0560.The dynamic height is computed by dividing the NAVD 88
 CA0560.geopotential number by the normal gravity value computed on the
 CA0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0560.degrees latitude (g = 980.6199 gals.).
 CA0560
 CA0560.The modeled gravity was interpolated from observed gravity values.
 CA0560
 CA0560;                    North         East    Units  Estimated Accuracy
 CA0560;SPC TX C     - 3,169,010.      806,720.      MT  (+/- 180 meters Scaled)
 CA0560
 CA0560                          SUPERSEDED SURVEY CONTROL
 CA0560
 CA0560  NGVD 29 (??/??/92)  525.386  (m)         1723.70   (f) ADJ UNCH    2 0
 CA0560
 CA0560.Superseded values are not recommended for survey control.
 CA0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0560.See file dsdata.txt to determine how the superseded data were derived.
 CA0560
 CA0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV796502(NAD 83)
 CA0560_MARKER: DB = BENCH MARK DISK
 CA0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0560_STAMPING: J 341 1935
 CA0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0560+STABILITY: SURFACE MOTION
 CA0560
 CA0560  HISTORY     - Date     Condition        Report By
 CA0560  HISTORY     - 1935     MONUMENTED       CGS
 CA0560  HISTORY     - 1962     MARK NOT FOUND   USGS
 CA0560
 CA0560                          STATION DESCRIPTION
 CA0560
 CA0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0560'8.0 MI E FROM BRADY.
 CA0560'8.0 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. AT A ROAD CROSSING.
 CA0560'80 YARDS N.E. OF MILE POST 58.  24 YARDS S.E. OF CENTER OF THE TRACK.
 CA0560'1 YARD WEST OF THE RIGHT OF WAY FENCE.  9 YARDS EAST OF THE ROAD.
 CA0560
 CA0560                          STATION RECOVERY (1962)
 CA0560
 CA0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CA0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0012 ***********************************************************************
 AO0012  DESIGNATION -  J 342
 AO0012  PID         -  AO0012
 AO0012  STATE/COUNTY-  TX/ATASCOSA
 AO0012  USGS QUAD   -  LEAL (1968)
 AO0012
 AO0012                         *CURRENT SURVEY CONTROL
 AO0012  ___________________________________________________________________
 AO0012* NAD 83(1986)-  28 54 05.     (N)    098 15 05.     (W)     SCALED    
 AO0012* NAVD 88     -        99.093  (meters)     325.11   (feet)  ADJUSTED  
 AO0012  ___________________________________________________________________
 AO0012  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AO0012  DYNAMIC HT  -          98.950 (meters)     324.64  (feet)  COMP
 AO0012  MODELED GRAV-     979,196.7   (mgal)                       NAVD 88
 AO0012
 AO0012  VERT ORDER  -  SECOND    CLASS 0
 AO0012
 AO0012.The horizontal coordinates were scaled from a topographic map and have
 AO0012.an estimated accuracy of +/- 6 seconds.
 AO0012
 AO0012.The orthometric height was determined by differential leveling
 AO0012.and adjusted by the National Geodetic Survey in June 1991..
 AO0012
 AO0012.The geoid height was determined by GEOID03.
 AO0012
 AO0012.The dynamic height is computed by dividing the NAVD 88
 AO0012.geopotential number by the normal gravity value computed on the
 AO0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0012.degrees latitude (g = 980.6199 gals.).
 AO0012
 AO0012.The modeled gravity was interpolated from observed gravity values.
 AO0012
 AO0012;                    North         East    Units  Estimated Accuracy
 AO0012;SPC TXSC     - 4,118,600.      673,010.      MT  (+/- 180 meters Scaled)
 AO0012
 AO0012                          SUPERSEDED SURVEY CONTROL
 AO0012
 AO0012  NGVD 29 (??/??/92)   99.042  (m)          324.94   (f) ADJ UNCH    2 0
 AO0012
 AO0012.Superseded values are not recommended for survey control.
 AO0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0012.See file dsdata.txt to determine how the superseded data were derived.
 AO0012
 AO0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS729972(NAD 83)
 AO0012_MARKER: DB = BENCH MARK DISK
 AO0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0012_STAMPING: J 342 1935
 AO0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0012+STABILITY: SURFACE MOTION
 AO0012
 AO0012  HISTORY     - Date     Condition        Report By
 AO0012  HISTORY     - 1935     MONUMENTED       CGS
 AO0012
 AO0012                          STATION DESCRIPTION
 AO0012
 AO0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0012'14.6 MI NE FROM CAMPBELLTON.
 AO0012'14.6 MILES NE OF AND ALONG THE ROAD TO FLORESVILLE 11 YARDS NW OF
 AO0012'CENTER OF ROAD.  1 YARD NW OF R/W FENCE.  3 YARDS SW OF A GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0035 ***********************************************************************
 AO0035  DESIGNATION -  J 343
 AO0035  PID         -  AO0035
 AO0035  STATE/COUNTY-  TX/ATASCOSA
 AO0035  USGS QUAD   -  LEAL (1968)
 AO0035
 AO0035                         *CURRENT SURVEY CONTROL
 AO0035  ___________________________________________________________________
 AO0035* NAD 83(1986)-  28 53 23.     (N)    098 21 17.     (W)     SCALED    
 AO0035* NAVD 88     -        93.552  (meters)     306.93   (feet)  ADJUSTED  
 AO0035  ___________________________________________________________________
 AO0035  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AO0035  DYNAMIC HT  -          93.417 (meters)     306.49  (feet)  COMP
 AO0035  MODELED GRAV-     979,195.4   (mgal)                       NAVD 88
 AO0035
 AO0035  VERT ORDER  -  SECOND    CLASS 0
 AO0035
 AO0035.The horizontal coordinates were scaled from a topographic map and have
 AO0035.an estimated accuracy of +/- 6 seconds.
 AO0035
 AO0035.The orthometric height was determined by differential leveling
 AO0035.and adjusted by the National Geodetic Survey in June 1991..
 AO0035
 AO0035.The geoid height was determined by GEOID03.
 AO0035
 AO0035.The dynamic height is computed by dividing the NAVD 88
 AO0035.geopotential number by the normal gravity value computed on the
 AO0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0035.degrees latitude (g = 980.6199 gals.).
 AO0035
 AO0035.The modeled gravity was interpolated from observed gravity values.
 AO0035
 AO0035;                    North         East    Units  Estimated Accuracy
 AO0035;SPC TXSC     - 4,117,250.      662,940.      MT  (+/- 180 meters Scaled)
 AO0035
 AO0035                          SUPERSEDED SURVEY CONTROL
 AO0035
 AO0035  NGVD 29 (??/??/92)   93.518  (m)          306.82   (f) ADJ UNCH    2 0
 AO0035
 AO0035.Superseded values are not recommended for survey control.
 AO0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0035.See file dsdata.txt to determine how the superseded data were derived.
 AO0035
 AO0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS629959(NAD 83)
 AO0035_MARKER: DB = BENCH MARK DISK
 AO0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0035_STAMPING: J 343 1935
 AO0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0035+STABILITY: SURFACE MOTION
 AO0035
 AO0035  HISTORY     - Date     Condition        Report By
 AO0035  HISTORY     - 1935     MONUMENTED       CGS
 AO0035  HISTORY     - 1968     MARK NOT FOUND   USGS
 AO0035
 AO0035                          STATION DESCRIPTION
 AO0035
 AO0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0035'2.0 MI N FROM MCCOY.
 AO0035'2.0 MILES N OF AND ALONG THE M PRR 50 YARDS SE OF MILEPOST 44-10.  18
 AO0035'YARDS E OF CENTER OF TRACK.  1 YARD E OF R/W FENCE.
 AO0035
 AO0035                          STATION RECOVERY (1968)
 AO0035
 AO0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AO0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0083 ***********************************************************************
 BY0083  DESIGNATION -  J 345
 BY0083  PID         -  BY0083
 BY0083  STATE/COUNTY-  TX/SHELBY
 BY0083  USGS QUAD   -  LOGANSPORT WEST (1984)
 BY0083
 BY0083                         *CURRENT SURVEY CONTROL
 BY0083  ___________________________________________________________________
 BY0083* NAD 83(1986)-  31 58 11.     (N)    094 00 53.     (W)     SCALED    
 BY0083* NAVD 88     -        63.217  (meters)     207.40   (feet)  ADJUSTED  
 BY0083  ___________________________________________________________________
 BY0083  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BY0083  DYNAMIC HT  -          63.144 (meters)     207.16  (feet)  COMP
 BY0083  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 BY0083
 BY0083  VERT ORDER  -  FIRST     CLASS II
 BY0083
 BY0083.The horizontal coordinates were scaled from a topographic map and have
 BY0083.an estimated accuracy of +/- 6 seconds.
 BY0083
 BY0083.The orthometric height was determined by differential leveling
 BY0083.and adjusted by the National Geodetic Survey in June 1991..
 BY0083.WARNING-Repeat measurements at this control monument indicate possible
 BY0083.vertical movement.
 BY0083
 BY0083.The geoid height was determined by GEOID03.
 BY0083
 BY0083.The dynamic height is computed by dividing the NAVD 88
 BY0083.geopotential number by the normal gravity value computed on the
 BY0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0083.degrees latitude (g = 980.6199 gals.).
 BY0083
 BY0083.The modeled gravity was interpolated from observed gravity values.
 BY0083
 BY0083;                    North         East    Units  Estimated Accuracy
 BY0083;SPC TX C     - 3,272,280.    1,296,960.      MT  (+/- 180 meters Scaled)
 BY0083
 BY0083                          SUPERSEDED SURVEY CONTROL
 BY0083
 BY0083  NGVD 29 (??/??/??)   63.272  (m)          207.58   (f) ADJUSTED    1 2
 BY0083
 BY0083.Superseded values are not recommended for survey control.
 BY0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0083.See file dsdata.txt to determine how the superseded data were derived.
 BY0083
 BY0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVR041375(NAD 83)
 BY0083_MARKER: DB = BENCH MARK DISK
 BY0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0083_STAMPING: J 345 1952
 BY0083_PROJECTION: PROJECTING 20 CENTIMETERS
 BY0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0083+STABILITY: SURFACE MOTION
 BY0083
 BY0083  HISTORY     - Date     Condition        Report By
 BY0083  HISTORY     - 1952     MONUMENTED       CGS
 BY0083  HISTORY     - 1961     GOOD             LOCENG
 BY0083  HISTORY     - 1979     GOOD             NGS
 BY0083
 BY0083                          STATION DESCRIPTION
 BY0083
 BY0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0083'2.35 MI E FROM JOAQUIN.
 BY0083'2.35 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0083'STATION AT JOAQUIN, 0.7 MILE WEST OF THE TEXAS AND NEW ORLEANS
 BY0083'RAILROAD STATION AT LOGANSPORT, LOUISIANA, 114 FEET NORTHEAST OF THE
 BY0083'CENTER LINE OF A GRAVELED ROAD, 60 FEET NORTH OF THE NORTH RAIL, 34
 BY0083'FEET SOUTH OF THE CENTER LINE OF OLD U.S. HIGHWAY 84, 40 FEET EAST OF
 BY0083'A POWER POLE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BY0083'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0083
 BY0083                          STATION RECOVERY (1961)
 BY0083
 BY0083'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 BY0083'RECOVERED IN GOOD CONDITION.
 BY0083
 BY0083                          STATION RECOVERY (1979)
 BY0083
 BY0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0083'OMIT-2.35 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BY0083'THE JOAQUIN RAILROAD STATION, 3.0 FT. EAST OF A WITNESS POST.
 BY0083'ADD-0.6 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE WEST END OF THE
 BY0083'BRIDGE OVER THE SABINE RIVER IN LOGANSPORT, THENCE 0.1 MILE SOUTHEAST
 BY0083'ALONG A DIRT ROAD, AT THE SOUTHERN PACIFIC RAILROAD CROSSING.
 BY0083'THE MARK IS 1 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1428 ***********************************************************************
 FL1428  DESIGNATION -  J 346
 FL1428  PID         -  FL1428
 FL1428  STATE/COUNTY-  TX/MOORE
 FL1428  USGS QUAD   -  POLLARD CREEK NW (1972)
 FL1428
 FL1428                         *CURRENT SURVEY CONTROL
 FL1428  ___________________________________________________________________
 FL1428* NAD 83(1986)-  35 56 41.     (N)    101 37 52.     (W)     SCALED    
 FL1428* NAVD 88     -      1027.956  (meters)    3372.55   (feet)  ADJUSTED  
 FL1428  ___________________________________________________________________
 FL1428  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 FL1428  DYNAMIC HT  -        1026.800 (meters)    3368.76  (feet)  COMP
 FL1428  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 FL1428
 FL1428  VERT ORDER  -  SECOND    CLASS 0
 FL1428
 FL1428.The horizontal coordinates were scaled from a topographic map and have
 FL1428.an estimated accuracy of +/- 6 seconds.
 FL1428
 FL1428.The orthometric height was determined by differential leveling
 FL1428.and adjusted by the National Geodetic Survey in June 1991..
 FL1428
 FL1428.The geoid height was determined by GEOID03.
 FL1428
 FL1428.The dynamic height is computed by dividing the NAVD 88
 FL1428.geopotential number by the normal gravity value computed on the
 FL1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1428.degrees latitude (g = 980.6199 gals.).
 FL1428
 FL1428.The modeled gravity was interpolated from observed gravity values.
 FL1428
 FL1428;                    North         East    Units  Estimated Accuracy
 FL1428;SPC TX N     - 1,215,750.      188,170.      MT  (+/- 180 meters Scaled)
 FL1428
 FL1428                          SUPERSEDED SURVEY CONTROL
 FL1428
 FL1428  NGVD 29 (??/??/92) 1027.463  (m)         3370.93   (f) ADJ UNCH    2 0
 FL1428
 FL1428.Superseded values are not recommended for survey control.
 FL1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1428.See file dsdata.txt to determine how the superseded data were derived.
 FL1428
 FL1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE626810(NAD 83)
 FL1428_MARKER: DB = BENCH MARK DISK
 FL1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1428_STAMPING: J 346 1952
 FL1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1428+STABILITY: SURFACE MOTION
 FL1428
 FL1428  HISTORY     - Date     Condition        Report By
 FL1428  HISTORY     - 1952     MONUMENTED       CGS
 FL1428  HISTORY     - 1971     GOOD             USGS
 FL1428
 FL1428                          STATION DESCRIPTION
 FL1428
 FL1428'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FL1428'11.9 MI SW FROM PRINGLE.
 FL1428'11.9 MILES SOUTHWEST 9.8 MI. WEST ALONG FR 1598 FROM THE JUNCTION OF
 FL1428'FR 278 AT PRINGLE, HUTCHINSON COUNTY, THENCE 2.1 MI. SOUTH WEST ALONG
 FL1428'A WINDING UNMAINTED ROAD.  CAPPS, MOORE COUNTY.  3.3 MI. SOUTH ALONG
 FL1428'FR 1060.  ALSO 1.1 MI. SOUTH ALONG FR 1060 FROM ITS JUNCTION WITH FR
 FL1428'1598.  0.7 MI. EAST ON PRIVATE ROAD.  0.3 MI. NORTH ON PRIVATE ROAD.
 FL1428'0.45 MI. EAST ON PRIVATE ROAD.  450 FT. WEST OF A CATTLE GUARD.  21
 FL1428'FT. SOUTH OF CENTER LINE OF PRIVATE ROAD IN FNECE.  A STNADARD DISK
 FL1428'STAMPED J 346 1952 SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FT.
 FL1428'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0784 ***********************************************************************
 FL0784  DESIGNATION -  J 347
 FL0784  PID         -  FL0784
 FL0784  STATE/COUNTY-  TX/HUTCHINSON
 FL0784  USGS QUAD   -  PRINGLE (1978)
 FL0784
 FL0784                         *CURRENT SURVEY CONTROL
 FL0784  ___________________________________________________________________
 FL0784* NAD 83(1986)-  35 57 03.     (N)    101 28 26.     (W)     SCALED    
 FL0784* NAVD 88     -      1015.595  (meters)    3332.00   (feet)  ADJUSTED  
 FL0784  ___________________________________________________________________
 FL0784  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 FL0784  DYNAMIC HT  -        1014.459 (meters)    3328.27  (feet)  COMP
 FL0784  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 FL0784
 FL0784  VERT ORDER  -  SECOND    CLASS 0
 FL0784
 FL0784.The horizontal coordinates were scaled from a topographic map and have
 FL0784.an estimated accuracy of +/- 6 seconds.
 FL0784
 FL0784.The orthometric height was determined by differential leveling
 FL0784.and adjusted by the National Geodetic Survey in June 1991..
 FL0784
 FL0784.The geoid height was determined by GEOID03.
 FL0784
 FL0784.The dynamic height is computed by dividing the NAVD 88
 FL0784.geopotential number by the normal gravity value computed on the
 FL0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0784.degrees latitude (g = 980.6199 gals.).
 FL0784
 FL0784.The modeled gravity was interpolated from observed gravity values.
 FL0784
 FL0784;                    North         East    Units  Estimated Accuracy
 FL0784;SPC TX N     - 1,216,420.      202,360.      MT  (+/- 180 meters Scaled)
 FL0784
 FL0784                          SUPERSEDED SURVEY CONTROL
 FL0784
 FL0784  NGVD 29 (??/??/92) 1015.123  (m)         3330.45   (f) ADJ UNCH    2 0
 FL0784
 FL0784.Superseded values are not recommended for survey control.
 FL0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0784.See file dsdata.txt to determine how the superseded data were derived.
 FL0784
 FL0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE768813(NAD 83)
 FL0784_MARKER: DB = BENCH MARK DISK
 FL0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0784_STAMPING: J 347 1952
 FL0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0784+STABILITY: SURFACE MOTION
 FL0784
 FL0784  HISTORY     - Date     Condition        Report By
 FL0784  HISTORY     - 1952     MONUMENTED       CGS
 FL0784
 FL0784                          STATION DESCRIPTION
 FL0784
 FL0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL0784'1.0 MI W FROM PRINGLE.
 FL0784'1.0 MILE WEST ALONG FARM ROAD 1598 FROM ITS JUNCTION WITH FARM ROAD
 FL0784'278 AT PRINGLE, 49 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 31
 FL0784'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING TO A
 FL0784'FARMHOUSE, 25 FEET WEST OF THE WEST END OF A CATTLE GUARD, 2.8 FEET
 FL0784'WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 2.2 FEET EAST OF A
 FL0784'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 FL0784'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0118 ***********************************************************************
 GL0118  DESIGNATION -  J 348
 GL0118  PID         -  GL0118
 GL0118  STATE/COUNTY-  TX/DALLAM
 GL0118  USGS QUAD   -  CONLEN (1965)
 GL0118
 GL0118                         *CURRENT SURVEY CONTROL
 GL0118  ___________________________________________________________________
 GL0118* NAD 83(1986)-  36 09 14.     (N)    102 11 14.     (W)     SCALED    
 GL0118* NAVD 88     -      1150.992  (meters)    3776.21   (feet)  ADJUSTED  
 GL0118  ___________________________________________________________________
 GL0118  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 GL0118  DYNAMIC HT  -        1149.689 (meters)    3771.94  (feet)  COMP
 GL0118  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 GL0118
 GL0118  VERT ORDER  -  SECOND    CLASS 0
 GL0118
 GL0118.The horizontal coordinates were scaled from a topographic map and have
 GL0118.an estimated accuracy of +/- 6 seconds.
 GL0118
 GL0118.The orthometric height was determined by differential leveling
 GL0118.and adjusted by the National Geodetic Survey in June 1991..
 GL0118
 GL0118.The geoid height was determined by GEOID03.
 GL0118
 GL0118.The dynamic height is computed by dividing the NAVD 88
 GL0118.geopotential number by the normal gravity value computed on the
 GL0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0118.degrees latitude (g = 980.6199 gals.).
 GL0118
 GL0118.The modeled gravity was interpolated from observed gravity values.
 GL0118
 GL0118;                    North         East    Units  Estimated Accuracy
 GL0118;SPC TX N     - 1,239,170.      138,160.      MT  (+/- 180 meters Scaled)
 GL0118
 GL0118                          SUPERSEDED SURVEY CONTROL
 GL0118
 GL0118.No superseded survey control is available for this station.
 GL0118
 GL0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA530046(NAD 83)
 GL0118_MARKER: DB = BENCH MARK DISK
 GL0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0118_STAMPING: J 348 1952
 GL0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0118+STABILITY: SURFACE MOTION
 GL0118
 GL0118  HISTORY     - Date     Condition        Report By
 GL0118  HISTORY     - 1952     MONUMENTED       CGS
 GL0118
 GL0118                          STATION DESCRIPTION
 GL0118
 GL0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0118'8.5 MI SE FROM CONLEN.
 GL0118'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0118'HIGHWAY 54 AT CONLEN, THENCE 3.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0118'AT THE SOUTHEAST CORNER OF A PASTURE, 62 FEET NORTH OF THE CENTER LINE
 GL0118'OF THE ROAD, 32.8 FEET NORTH OF AN EAST AND WEST FENCE, 1.4 FEET WEST
 GL0118'OF A FENCE LEADING NORTH, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE
 GL0118'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1034 ***********************************************************************
 AY1034  DESIGNATION -  J 35
 AY1034  PID         -  AY1034
 AY1034  STATE/COUNTY-  TX/BEXAR
 AY1034  USGS QUAD   -  HELOTES (1992)
 AY1034
 AY1034                         *CURRENT SURVEY CONTROL
 AY1034  ___________________________________________________________________
 AY1034* NAD 83(1986)-  29 37 09.     (N)    098 43 49.     (W)     SCALED    
 AY1034* NAVD 88     -       367.05   (+/-2cm)    1204.2    (feet)  VERTCON   
 AY1034  ___________________________________________________________________
 AY1034  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AY1034
 AY1034  VERT ORDER  -  THIRD (See Below)
 AY1034
 AY1034.The horizontal coordinates were scaled from a topographic map and have
 AY1034.an estimated accuracy of +/- 6 seconds.
 AY1034
 AY1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1034.The vertical order pertains to the NGVD 29 superseded value.
 AY1034
 AY1034.The geoid height was determined by GEOID03.
 AY1034
 AY1034;                    North         East    Units  Estimated Accuracy
 AY1034;SPC TXSC     - 4,197,950.      626,120.      MT  (+/- 180 meters Scaled)
 AY1034
 AY1034                          SUPERSEDED SURVEY CONTROL
 AY1034
 AY1034  NGVD 29 (01/29/03)  366.94   (m)         1203.9    (f) RESET       3  
 AY1034
 AY1034.Superseded values are not recommended for survey control.
 AY1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1034.See file dsdata.txt to determine how the superseded data were derived.
 AY1034
 AY1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT261766(NAD 83)
 AY1034_MARKER: DD = SURVEY DISK
 AY1034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1034_SP_SET: BRIDGE
 AY1034_STAMPING: J 30 1203.84
 AY1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1034
 AY1034  HISTORY     - Date     Condition        Report By
 AY1034  HISTORY     - UNK      MONUMENTED       TXHD
 AY1034  HISTORY     - 1973     GOOD             NGS
 AY1034  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1034
 AY1034                          STATION DESCRIPTION
 AY1034
 AY1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AY1034'4 MI NW FROM HELOTES.
 AY1034'FROM THE POST OFFICE IN HELOTES, GO NORTHWESTERLY ON STATE HIGHWAY 16
 AY1034'FOR 3.9 MILES TO MARK ON THE RIGHT, THIS IS JUST BEFORE REACHING
 AY1034'BRIDGE.  THE MARK IS A TEXAS HIGHWAY DEPARTMENT BENCH MARK, WHICH IS A
 AY1034'2-INCH BRONZE DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS
 AY1034'FLUSH WITH THE GROUND AND IS STAMPED J 35 1203.84.  IT IS 107 FEET
 AY1034'EAST OF HIGHWAY CENTERLINE SURVEY STATION 702+26, 147 FEET EAST OF THE
 AY1034'PRESENT CENTER-LINE OF HIGHWAY, 150 FEET EAST-SOUTHEAST OF THE
 AY1034'SOUTHEAST CORNER OF BRIDGE AND 41 FEET NORTH-NORTHWEST OF THE
 AY1034'NORTHWEST CORNER OF HOUSE.
 AY1034
 AY1034                          STATION RECOVERY (1990)
 AY1034
 AY1034'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0866 ***********************************************************************
 AY0866  DESIGNATION -  J 35
 AY0866  PID         -  AY0866
 AY0866  STATE/COUNTY-  TX/MEDINA
 AY0866  USGS QUAD   -  CASTROVILLE (1982)
 AY0866
 AY0866                         *CURRENT SURVEY CONTROL
 AY0866  ___________________________________________________________________
 AY0866* NAD 83(1986)-  29 18 05.     (N)    098 57 13.     (W)     SCALED    
 AY0866* NAVD 88     -       259.630  (meters)     851.80   (feet)  ADJUSTED  
 AY0866  ___________________________________________________________________
 AY0866  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AY0866  DYNAMIC HT  -         259.256 (meters)     850.58  (feet)  COMP
 AY0866  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 AY0866
 AY0866  VERT ORDER  -  FIRST     CLASS II
 AY0866
 AY0866.The horizontal coordinates were scaled from a topographic map and have
 AY0866.an estimated accuracy of +/- 6 seconds.
 AY0866
 AY0866.The orthometric height was determined by differential leveling
 AY0866.and adjusted by the National Geodetic Survey in June 1991..
 AY0866
 AY0866.The geoid height was determined by GEOID03.
 AY0866
 AY0866.The dynamic height is computed by dividing the NAVD 88
 AY0866.geopotential number by the normal gravity value computed on the
 AY0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0866.degrees latitude (g = 980.6199 gals.).
 AY0866
 AY0866.The modeled gravity was interpolated from observed gravity values.
 AY0866
 AY0866;                    North         East    Units  Estimated Accuracy
 AY0866;SPC TXSC     - 4,162,700.      604,510.      MT  (+/- 180 meters Scaled)
 AY0866
 AY0866                          SUPERSEDED SURVEY CONTROL
 AY0866
 AY0866  NGVD 29 (??/??/92)  259.504  (m)          851.39   (f) ADJ UNCH    1 2
 AY0866
 AY0866.Superseded values are not recommended for survey control.
 AY0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0866.See file dsdata.txt to determine how the superseded data were derived.
 AY0866
 AY0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT045413(NAD 83)
 AY0866_MARKER: P = PIPE CAP
 AY0866_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY0866_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY0866_STAMPING: J 33 851.53 S A 113
 AY0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0866
 AY0866  HISTORY     - Date     Condition        Report By
 AY0866  HISTORY     - UNK      MONUMENTED       USGS
 AY0866  HISTORY     - 1957     GOOD             NGS
 AY0866  HISTORY     - 1989     GOOD             USPSQD
 AY0866  HISTORY     - 19970210 GOOD             USPSQD
 AY0866  HISTORY     - 20020218 GOOD             USPSQD
 AY0866
 AY0866                          STATION DESCRIPTION
 AY0866
 AY0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0866'10.6 MI SW FROM LACOSTE.
 AY0866'10.6 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0866'STATION AT LACOSTE, 66 FEET SOUTHEAST OF THE SOUTH CORNER OF A SMALL
 AY0866'WOODEN TRESTLE, 79 FEET SOUTHEAST OF THE 6TH POLE SOUTHEAST OF
 AY0866'MILEPOST 245, 38 FEET NORTHEAST OF THE CENTER LINE OF A ROAD, 28 FEET
 AY0866'SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET NORTHWEST OF A WITNESS POST, 3
 AY0866'FEET BELOW THE TOP OF THE RAILS, RIVETED ON THE TOP OF A 3 1/2 INCH
 AY0866'IRON PIPE WHICH PROJECTS 1.3 FEET ABOVE THE GROUND.
 AY0866
 AY0866                          STATION RECOVERY (1989)
 AY0866
 AY0866'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY0866'RECOVERED IN GOOD CONDITION.
 AY0866
 AY0866                          STATION RECOVERY (1997)
 AY0866
 AY0866'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0866'RECOVERED IN GOOD CONDITION.
 AY0866
 AY0866                          STATION RECOVERY (2002)
 AY0866
 AY0866'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0866'TILTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2343 ***********************************************************************
 AX2343  DESIGNATION -  J 350
 AX2343  PID         -  AX2343
 AX2343  STATE/COUNTY-  TX/GONZALES
 AX2343  USGS QUAD   -  OTTINE (1981)
 AX2343
 AX2343                         *CURRENT SURVEY CONTROL
 AX2343  ___________________________________________________________________
 AX2343* NAD 83(1986)-  29 34 47.     (N)    097 31 27.     (W)     SCALED    
 AX2343* NAVD 88     -       100.15   (+/-2cm)     328.6    (feet)  VERTCON   
 AX2343  ___________________________________________________________________
 AX2343  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AX2343
 AX2343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2343
 AX2343.The horizontal coordinates were scaled from a topographic map and have
 AX2343.an estimated accuracy of +/- 6 seconds.
 AX2343
 AX2343.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2343.The vertical order pertains to the NGVD 29 superseded value.
 AX2343
 AX2343.The geoid height was determined by GEOID03.
 AX2343
 AX2343;                    North         East    Units  Estimated Accuracy
 AX2343;SPC TXSC     - 4,194,450.      742,970.      MT  (+/- 180 meters Scaled)
 AX2343
 AX2343                          SUPERSEDED SURVEY CONTROL
 AX2343
 AX2343  NGVD 29 (??/??/92)  100.103  (m)          328.42   (f) ADJ UNCH    2 0
 AX2343
 AX2343.Superseded values are not recommended for survey control.
 AX2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2343.See file dsdata.txt to determine how the superseded data were derived.
 AX2343
 AX2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT429731(NAD 83)
 AX2343_MARKER: DB = BENCH MARK DISK
 AX2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2343_STAMPING: J 350 1935
 AX2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2343+STABILITY: SURFACE MOTION
 AX2343
 AX2343  HISTORY     - Date     Condition        Report By
 AX2343  HISTORY     - 1935     MONUMENTED       CGS
 AX2343  HISTORY     - 1961     GOOD             NGS
 AX2343  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2343
 AX2343                          STATION DESCRIPTION
 AX2343
 AX2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX2343'7.4 MI NW FROM GONZALES.
 AX2343'7.4 MILES NORTHWEST ALONG U. S. HIGHWAY 183 FROM THE COUNTY COURTHOUSE
 AX2343'AT GONZALES, GONZALES COUNTY, ABOUT 60 YARDS WEST OF A FARMHOUSE, 47
 AX2343'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 15 FEET NORTH OF AN OLD
 AX2343'CONCRETE CULVERT, AND AT A PASTURE FENCE.  A STANDARD DISK, STAMPED J
 AX2343'350 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- BM IS 100 YDS S
 AX2343'OF J.R. WALKER RANCH, 18 FT W OF A T-FENCE CORNER, AND 3 FT E OF A
 AX2343'TREE.
 AX2343
 AX2343                          STATION RECOVERY (1961)
 AX2343
 AX2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AX2343'RECOVERED IN GOOD CONDITION.
 AX2343
 AX2343                          STATION RECOVERY (1988)
 AX2343
 AX2343'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0187 ***********************************************************************
 AE0187  DESIGNATION -  J 351
 AE0187  PID         -  AE0187
 AE0187  STATE/COUNTY-  TX/HIDALGO
 AE0187  USGS QUAD   -  CALLO PADRONES (1982)
 AE0187
 AE0187                         *CURRENT SURVEY CONTROL
 AE0187  ___________________________________________________________________
 AE0187* NAD 83(1986)-  26 46 01.     (N)    098 05 54.     (W)     SCALED    
 AE0187* NAVD 88     -        21.382  (meters)      70.15   (feet)  ADJUSTED  
 AE0187  ___________________________________________________________________
 AE0187  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 AE0187  DYNAMIC HT  -          21.348 (meters)      70.04  (feet)  COMP
 AE0187  MODELED GRAV-     979,046.9   (mgal)                       NAVD 88
 AE0187
 AE0187  VERT ORDER  -  SECOND    CLASS 0
 AE0187
 AE0187.The horizontal coordinates were scaled from a topographic map and have
 AE0187.an estimated accuracy of +/- 6 seconds.
 AE0187
 AE0187.The orthometric height was determined by differential leveling
 AE0187.and adjusted by the National Geodetic Survey in June 1991..
 AE0187
 AE0187.The geoid height was determined by GEOID03.
 AE0187
 AE0187.The dynamic height is computed by dividing the NAVD 88
 AE0187.geopotential number by the normal gravity value computed on the
 AE0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0187.degrees latitude (g = 980.6199 gals.).
 AE0187
 AE0187.The modeled gravity was interpolated from observed gravity values.
 AE0187
 AE0187;                    North         East    Units  Estimated Accuracy
 AE0187;SPC TX S     - 5,121,970.      339,950.      MT  (+/- 180 meters Scaled)
 AE0187
 AE0187                          SUPERSEDED SURVEY CONTROL
 AE0187
 AE0187  NGVD 29 (??/??/92)   21.494  (m)           70.52   (f) ADJ UNCH    2 0
 AE0187
 AE0187.Superseded values are not recommended for survey control.
 AE0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0187.See file dsdata.txt to determine how the superseded data were derived.
 AE0187
 AE0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ896609(NAD 83)
 AE0187_MARKER: DB = BENCH MARK DISK
 AE0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0187_STAMPING: J-351
 AE0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0187+STABILITY: SURFACE MOTION
 AE0187
 AE0187  HISTORY     - Date     Condition        Report By
 AE0187  HISTORY     - UNK      MONUMENTED       CGS
 AE0187  HISTORY     - 1935     GOOD             NGS
 AE0187  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0187
 AE0187                          STATION DESCRIPTION
 AE0187
 AE0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0187'9.2 MI S FROM RACHAL.
 AE0187'9.2 MILES SOUTH OF AND ALONG U. S. HIGHWAY 281.  85 FEET WEST OF
 AE0187'CENTER LINE OF ROAD.  14 FEET WEST OF FENCE LINE.  ON SMALL HILL.
 AE0187
 AE0187                          STATION RECOVERY (1962)
 AE0187
 AE0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0485 ***********************************************************************
 AE0485  DESIGNATION -  J 352
 AE0485  PID         -  AE0485
 AE0485  STATE/COUNTY-  TX/HIDALGO
 AE0485  USGS QUAD   -  EDINBURG (1983)
 AE0485
 AE0485                         *CURRENT SURVEY CONTROL
 AE0485  ___________________________________________________________________
 AE0485* NAD 83(1986)-  26 18 06.     (N)    098 09 46.     (W)     SCALED    
 AE0485* NAVD 88     -        29.014  (meters)      95.19   (feet)  ADJUSTED  
 AE0485  ___________________________________________________________________
 AE0485  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE0485  DYNAMIC HT  -          28.967 (meters)      95.04  (feet)  COMP
 AE0485  MODELED GRAV-     979,012.9   (mgal)                       NAVD 88
 AE0485
 AE0485  VERT ORDER  -  FIRST     CLASS II
 AE0485
 AE0485.The horizontal coordinates were scaled from a topographic map and have
 AE0485.an estimated accuracy of +/- 6 seconds.
 AE0485
 AE0485.The orthometric height was determined by differential leveling
 AE0485.and adjusted by the National Geodetic Survey in June 1991..
 AE0485.WARNING-Repeat measurements at this control monument indicate possible
 AE0485.vertical movement.
 AE0485
 AE0485.The geoid height was determined by GEOID03.
 AE0485
 AE0485.The dynamic height is computed by dividing the NAVD 88
 AE0485.geopotential number by the normal gravity value computed on the
 AE0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0485.degrees latitude (g = 980.6199 gals.).
 AE0485
 AE0485.The modeled gravity was interpolated from observed gravity values.
 AE0485
 AE0485;                    North         East    Units  Estimated Accuracy
 AE0485;SPC TX S     - 5,070,400.      333,670.      MT  (+/- 180 meters Scaled)
 AE0485
 AE0485                          SUPERSEDED SURVEY CONTROL
 AE0485
 AE0485  NGVD 29 (??/??/92)   29.127  (m)           95.56   (f) ADJ UNCH    1 2
 AE0485
 AE0485.Superseded values are not recommended for survey control.
 AE0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0485.See file dsdata.txt to determine how the superseded data were derived.
 AE0485
 AE0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ835093(NAD 83)
 AE0485_MARKER: DB = BENCH MARK DISK
 AE0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0485_STAMPING: J-352
 AE0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0485+STABILITY: SURFACE MOTION
 AE0485
 AE0485  HISTORY     - Date     Condition        Report By
 AE0485  HISTORY     - UNK      MONUMENTED       CGS
 AE0485  HISTORY     - 1935     GOOD             NGS
 AE0485  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0485  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0485
 AE0485                          STATION DESCRIPTION
 AE0485
 AE0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 AE0485'IN EDINBURG.
 AE0485'AT, ALONG U. S. HIGHWAY 281.  41 FEET EAST OF HIGHWAY.  30 FEET NORTH
 AE0485'OF STREET LEADING WEST.  154 FEET NORTH OF HIDALGO COUNTY COURT HOUSE.
 AE0485'AT STREET CORNER NEAR SIDE WALK.  IN SMALL PARK.
 AE0485
 AE0485                          STATION RECOVERY (1962)
 AE0485
 AE0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0485'MARK NOT FOUND.
 AE0485
 AE0485                          STATION RECOVERY (1987)
 AE0485
 AE0485'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0139 ***********************************************************************
 FL0139  DESIGNATION -  J 353
 FL0139  PID         -  FL0139
 FL0139  STATE/COUNTY-  TX/WHEELER
 FL0139  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0139
 FL0139                         *CURRENT SURVEY CONTROL
 FL0139  ___________________________________________________________________
 FL0139* NAD 83(1986)-  35 12 43.     (N)    100 12 43.     (W)     SCALED    
 FL0139* NAVD 88     -       709.553  (meters)    2327.93   (feet)  ADJUSTED  
 FL0139  ___________________________________________________________________
 FL0139  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL0139  DYNAMIC HT  -         708.819 (meters)    2325.52  (feet)  COMP
 FL0139  MODELED GRAV-     979,574.3   (mgal)                       NAVD 88
 FL0139
 FL0139  VERT ORDER  -  FIRST     CLASS II
 FL0139
 FL0139.The horizontal coordinates were scaled from a topographic map and have
 FL0139.an estimated accuracy of +/- 6 seconds.
 FL0139
 FL0139.The orthometric height was determined by differential leveling
 FL0139.and adjusted by the National Geodetic Survey in June 1991..
 FL0139
 FL0139.The geoid height was determined by GEOID03.
 FL0139
 FL0139.The dynamic height is computed by dividing the NAVD 88
 FL0139.geopotential number by the normal gravity value computed on the
 FL0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0139.degrees latitude (g = 980.6199 gals.).
 FL0139
 FL0139.The modeled gravity was interpolated from observed gravity values.
 FL0139
 FL0139;                    North         East    Units  Estimated Accuracy
 FL0139;SPC TX N     - 1,135,210.      317,270.      MT  (+/- 180 meters Scaled)
 FL0139
 FL0139                          SUPERSEDED SURVEY CONTROL
 FL0139
 FL0139  NGVD 29 (??/??/92)  709.271  (m)         2327.00   (f) ADJ UNCH    1 2
 FL0139
 FL0139.Superseded values are not recommended for survey control.
 FL0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0139.See file dsdata.txt to determine how the superseded data were derived.
 FL0139
 FL0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD896972(NAD 83)
 FL0139_MARKER: DB = BENCH MARK DISK
 FL0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0139_STAMPING: J 353 1953
 FL0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0139+STABILITY: SURFACE MOTION
 FL0139
 FL0139  HISTORY     - Date     Condition        Report By
 FL0139  HISTORY     - 1953     MONUMENTED       CGS
 FL0139
 FL0139                          STATION DESCRIPTION
 FL0139
 FL0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0139'1.95 MI E FROM SHAMROCK.
 FL0139'1.95 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0139'FROM THE STATION AT SHAMROCK, 22 POLES WEST OF MILEPOST 662, 0.1 MILE
 FL0139'EAST OF A ROAD CROSSING, 32.7 FEET SOUTH OF THE SOUTH RAIL, 56.5 FEET
 FL0139'NORTH OF THE CENTER LINE OF A ROAD, 2.9 FEET WEST OF A WITNESS POST,
 FL0139'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 FL0139'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0309 ***********************************************************************
 FL0309  DESIGNATION -  J 354
 FL0309  PID         -  FL0309
 FL0309  STATE/COUNTY-  TX/GRAY
 FL0309  USGS QUAD   -  ALANREED (1976)
 FL0309
 FL0309                         *CURRENT SURVEY CONTROL
 FL0309  ___________________________________________________________________
 FL0309* NAD 83(1986)-  35 13 10.     (N)    100 39 40.     (W)     SCALED    
 FL0309* NAVD 88     -       903.392  (meters)    2963.88   (feet)  ADJUSTED  
 FL0309  ___________________________________________________________________
 FL0309  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL0309  DYNAMIC HT  -         902.406 (meters)    2960.64  (feet)  COMP
 FL0309  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 FL0309
 FL0309  VERT ORDER  -  FIRST     CLASS II
 FL0309
 FL0309.The horizontal coordinates were scaled from a topographic map and have
 FL0309.an estimated accuracy of +/- 6 seconds.
 FL0309
 FL0309.The orthometric height was determined by differential leveling
 FL0309.and adjusted by the National Geodetic Survey in June 1991..
 FL0309
 FL0309.The geoid height was determined by GEOID03.
 FL0309
 FL0309.The dynamic height is computed by dividing the NAVD 88
 FL0309.geopotential number by the normal gravity value computed on the
 FL0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0309.degrees latitude (g = 980.6199 gals.).
 FL0309
 FL0309.The modeled gravity was interpolated from observed gravity values.
 FL0309
 FL0309;                    North         East    Units  Estimated Accuracy
 FL0309;SPC TX N     - 1,135,610.      276,370.      MT  (+/- 180 meters Scaled)
 FL0309
 FL0309                          SUPERSEDED SURVEY CONTROL
 FL0309
 FL0309  NGVD 29 (??/??/92)  903.037  (m)         2962.71   (f) ADJ UNCH    1 2
 FL0309
 FL0309.Superseded values are not recommended for survey control.
 FL0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0309.See file dsdata.txt to determine how the superseded data were derived.
 FL0309
 FL0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD488986(NAD 83)
 FL0309_MARKER: DB = BENCH MARK DISK
 FL0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0309_STAMPING: J 354 1953
 FL0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0309+STABILITY: SURFACE MOTION
 FL0309
 FL0309  HISTORY     - Date     Condition        Report By
 FL0309  HISTORY     - 1953     MONUMENTED       CGS
 FL0309
 FL0309                          STATION DESCRIPTION
 FL0309
 FL0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0309'3.85 MI SW FROM MCLEAN.
 FL0309'3.85 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0309'RAILROAD FROM THE STATION AT MCLEAN, 15.7 FEET SOUTHWEST OF THE 3RD
 FL0309'POLE SOUTHWEST OF MILEPOST 691, 39.3 FEET NORTHWEST OF THE NORTHWEST
 FL0309'RAIL, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FL0309'POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0261 ***********************************************************************
 GL0261  DESIGNATION -  J 355
 GL0261  PID         -  GL0261
 GL0261  STATE/COUNTY-  TX/DALLAM
 GL0261  USGS QUAD   -  PERICO (1973)
 GL0261
 GL0261                         *CURRENT SURVEY CONTROL
 GL0261  ___________________________________________________________________
 GL0261* NAD 83(1986)-  36 16 50.     (N)    102 52 21.     (W)     SCALED    
 GL0261* NAVD 88     -      1335.210  (meters)    4380.60   (feet)  ADJUSTED  
 GL0261  ___________________________________________________________________
 GL0261  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 GL0261  DYNAMIC HT  -        1333.658 (meters)    4375.51  (feet)  COMP
 GL0261  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 GL0261
 GL0261  VERT ORDER  -  FIRST     CLASS II
 GL0261
 GL0261.The horizontal coordinates were scaled from a topographic map and have
 GL0261.an estimated accuracy of +/- 6 seconds.
 GL0261
 GL0261.The orthometric height was determined by differential leveling
 GL0261.and adjusted by the National Geodetic Survey in June 1991..
 GL0261
 GL0261.The geoid height was determined by GEOID03.
 GL0261
 GL0261.The dynamic height is computed by dividing the NAVD 88
 GL0261.geopotential number by the normal gravity value computed on the
 GL0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0261.degrees latitude (g = 980.6199 gals.).
 GL0261
 GL0261.The modeled gravity was interpolated from observed gravity values.
 GL0261
 GL0261;                    North         East    Units  Estimated Accuracy
 GL0261;SPC TX N     - 1,253,870.       76,690.      MT  (+/- 180 meters Scaled)
 GL0261
 GL0261                          SUPERSEDED SURVEY CONTROL
 GL0261
 GL0261.No superseded survey control is available for this station.
 GL0261
 GL0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA910171(NAD 83)
 GL0261_MARKER: DB = BENCH MARK DISK
 GL0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0261_STAMPING: J 355 1956
 GL0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0261+STABILITY: SURFACE MOTION
 GL0261
 GL0261  HISTORY     - Date     Condition        Report By
 GL0261  HISTORY     - 1956     MONUMENTED       CGS
 GL0261
 GL0261                          STATION DESCRIPTION
 GL0261
 GL0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GL0261'0.5 MI NW FROM PERICO.
 GL0261'0.5 MILE NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 GL0261'THE STATION SIGN AT PERICO, 0.15 MILE NORTHWEST OF MILEPOST 442, 10
 GL0261'RAILS EAST OF THE WEST END OF A SIDE TRACK, 99 FEET SOUTH OF THE
 GL0261'CENTER LINE OF U.S. HIGHWAY 87, 49 FEET NORTH OF THE NORTH RAIL OF THE
 GL0261'MAIN TRACK, 33.5 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 38.5
 GL0261'FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 GL0261'2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GL0261'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0317 ***********************************************************************
 AO0317  DESIGNATION -  J 356
 AO0317  PID         -  AO0317
 AO0317  STATE/COUNTY-  TX/LA SALLE
 AO0317  USGS QUAD   -  CHARCO MARRANO CREEK (1974)
 AO0317
 AO0317                         *CURRENT SURVEY CONTROL
 AO0317  ___________________________________________________________________
 AO0317* NAD 83(1986)-  28 16 23.     (N)    099 03 22.     (W)     SCALED    
 AO0317* NAVD 88     -       101.612  (meters)     333.37   (feet)  POSTED    
 AO0317  ___________________________________________________________________
 AO0317  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AO0317  DYNAMIC HT  -         101.460 (meters)     332.87  (feet)  COMP
 AO0317  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 AO0317
 AO0317  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0317
 AO0317.The horizontal coordinates were scaled from a topographic map and have
 AO0317.an estimated accuracy of +/- 6 seconds.
 AO0317
 AO0317.The orthometric height was determined by differential leveling
 AO0317.and adjusted by the National Geodetic Survey in 1992..
 AO0317.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0317.rate of 1.1 thru 2.0 mm/km.
 AO0317
 AO0317.The geoid height was determined by GEOID03.
 AO0317
 AO0317.The dynamic height is computed by dividing the NAVD 88
 AO0317.geopotential number by the normal gravity value computed on the
 AO0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0317.degrees latitude (g = 980.6199 gals.).
 AO0317
 AO0317.The modeled gravity was interpolated from observed gravity values.
 AO0317
 AO0317;                    North         East    Units  Estimated Accuracy
 AO0317;SPC TXSC     - 4,048,740.      594,500.      MT  (+/- 180 meters Scaled)
 AO0317
 AO0317                          SUPERSEDED SURVEY CONTROL
 AO0317
 AO0317  NGVD 29 (??/??/92)  101.543  (m)          333.15   (f) ADJ UNCH    2 0
 AO0317
 AO0317.Superseded values are not recommended for survey control.
 AO0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0317.See file dsdata.txt to determine how the superseded data were derived.
 AO0317
 AO0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS944274(NAD 83)
 AO0317_MARKER: DB = BENCH MARK DISK
 AO0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0317_STAMPING: J 356 1935
 AO0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0317+STABILITY: SURFACE MOTION
 AO0317
 AO0317  HISTORY     - Date     Condition        Report By
 AO0317  HISTORY     - 1935     MONUMENTED       CGS
 AO0317  HISTORY     - 1974     GOOD             USGS
 AO0317
 AO0317                          STATION DESCRIPTION
 AO0317
 AO0317'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 AO0317'18.4 MI SE FROM COTULLA.
 AO0317'J 356 ABOUT 15.4 MILES SE ALONG FM 468 FROM COTULLA, LASALLE CO. AND
 AO0317'ABOUT 2.1 MILES SE ALONG FM 468 FROM T-RD FM 469, TO A TRACK RD. S.
 AO0317'THEN ABOUT 0.9 MILES S. ALONG TRACK RD., 0.2 MILES S OF A SMALL
 AO0317'BRIDGE, TO BM. 12.0 FT. WEST CENTERLINE RD.  A STANDARD DISK, STAMPED
 AO0317'J 356 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0696 ***********************************************************************
 AJ0696  DESIGNATION -  J 357
 AJ0696  PID         -  AJ0696
 AJ0696  STATE/COUNTY-  TX/DUVAL
 AJ0696  USGS QUAD   -  FREER NORTH (1971)
 AJ0696
 AJ0696                         *CURRENT SURVEY CONTROL
 AJ0696  ___________________________________________________________________
 AJ0696* NAD 83(1986)-  27 52 59.     (N)    098 35 09.     (W)     SCALED    
 AJ0696* NAVD 88     -       185.459  (meters)     608.46   (feet)  POSTED    
 AJ0696  ___________________________________________________________________
 AJ0696  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AJ0696  DYNAMIC HT  -         185.170 (meters)     607.51  (feet)  COMP
 AJ0696  MODELED GRAV-     979,081.6   (mgal)                       NAVD 88
 AJ0696
 AJ0696  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0696
 AJ0696.The horizontal coordinates were scaled from a topographic map and have
 AJ0696.an estimated accuracy of +/- 6 seconds.
 AJ0696
 AJ0696.The orthometric height was determined by differential leveling
 AJ0696.and adjusted by the National Geodetic Survey in 1992..
 AJ0696.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0696.rate of 1.1 thru 2.0 mm/km.
 AJ0696
 AJ0696.The geoid height was determined by GEOID03.
 AJ0696
 AJ0696.The dynamic height is computed by dividing the NAVD 88
 AJ0696.geopotential number by the normal gravity value computed on the
 AJ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0696.degrees latitude (g = 980.6199 gals.).
 AJ0696
 AJ0696.The modeled gravity was interpolated from observed gravity values.
 AJ0696
 AJ0696;                    North         East    Units  Estimated Accuracy
 AJ0696;SPC TX S     - 5,245,570.      291,550.      MT  (+/- 180 meters Scaled)
 AJ0696
 AJ0696                          SUPERSEDED SURVEY CONTROL
 AJ0696
 AJ0696  NGVD 29 (??/??/92)  185.464  (m)          608.48   (f) ADJ UNCH    2 0
 AJ0696
 AJ0696.Superseded values are not recommended for survey control.
 AJ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0696.See file dsdata.txt to determine how the superseded data were derived.
 AJ0696
 AJ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR407843(NAD 83)
 AJ0696_MARKER: DB = BENCH MARK DISK
 AJ0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0696_STAMPING: J-357 1935
 AJ0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0696+STABILITY: SURFACE MOTION
 AJ0696
 AJ0696  HISTORY     - Date     Condition        Report By
 AJ0696  HISTORY     - 1935     MONUMENTED       CGS
 AJ0696  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0696
 AJ0696                          STATION DESCRIPTION
 AJ0696
 AJ0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0696'1.8 MI E FROM FREER.
 AJ0696'1.8 MI. EAST OF AND ALONG STATE HIGHWAY 55.  AT A CURVE IN THE ROAD.
 AJ0696'57 FT. N. W. OF ROAD.  77 FT. S. W. OF PROLONGATION OF TANGENT OF
 AJ0696'CENTERLINE OF N. W. AND S. E. ROAD.  34 FT. S. OF CLEARING MADE FOR
 AJ0696'PIPE LINE.  SET IN TOP A CONCRETE POST.
 AJ0696
 AJ0696                          STATION RECOVERY (1968)
 AJ0696
 AJ0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0111 ***********************************************************************
 BA0111  DESIGNATION -  J 358
 BA0111  PID         -  BA0111
 BA0111  STATE/COUNTY-  TX/BREWSTER
 BA0111  USGS QUAD   -  SMOKY CREEK (1971)
 BA0111
 BA0111                         *CURRENT SURVEY CONTROL
 BA0111  ___________________________________________________________________
 BA0111* NAD 83(1986)-  29 05 43.     (N)    103 28 36.     (W)     SCALED    
 BA0111* NAVD 88     -       647.315  (meters)    2123.73   (feet)  ADJUSTED  
 BA0111  ___________________________________________________________________
 BA0111  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BA0111  DYNAMIC HT  -         646.265 (meters)    2120.29  (feet)  COMP
 BA0111  MODELED GRAV-     979,002.8   (mgal)                       NAVD 88
 BA0111
 BA0111  VERT ORDER  -  FIRST     CLASS II
 BA0111
 BA0111.The horizontal coordinates were scaled from a topographic map and have
 BA0111.an estimated accuracy of +/- 6 seconds.
 BA0111
 BA0111.The orthometric height was determined by differential leveling
 BA0111.and adjusted by the National Geodetic Survey in June 1991..
 BA0111
 BA0111.The geoid height was determined by GEOID03.
 BA0111
 BA0111.The dynamic height is computed by dividing the NAVD 88
 BA0111.geopotential number by the normal gravity value computed on the
 BA0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0111.degrees latitude (g = 980.6199 gals.).
 BA0111
 BA0111.The modeled gravity was interpolated from observed gravity values.
 BA0111
 BA0111;                    North         East    Units  Estimated Accuracy
 BA0111;SPC TXSC     - 4,148,200.      164,360.      MT  (+/- 180 meters Scaled)
 BA0111
 BA0111                          SUPERSEDED SURVEY CONTROL
 BA0111
 BA0111  NGVD 29 (??/??/92)  646.907  (m)         2122.39   (f) ADJ UNCH    1 2
 BA0111
 BA0111.Superseded values are not recommended for survey control.
 BA0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0111.See file dsdata.txt to determine how the superseded data were derived.
 BA0111
 BA0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN482195(NAD 83)
 BA0111_MARKER: DB = BENCH MARK DISK
 BA0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0111_STAMPING: J 358 1943
 BA0111_MARK LOGO: CGS   
 BA0111_MAGNETIC: N = NO MAGNETIC MATERIAL
 BA0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0111+STABILITY: SURFACE MOTION
 BA0111
 BA0111  HISTORY     - Date     Condition        Report By
 BA0111  HISTORY     - 1943     MONUMENTED       CGS
 BA0111  HISTORY     - 1958     GOOD             NGS
 BA0111  HISTORY     - 19900318 GOOD             LOCENG
 BA0111
 BA0111                          STATION DESCRIPTION
 BA0111
 BA0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0111'3.75 MI SE FROM CASTOLON.
 BA0111'ABOUT 3.75 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0111'OFFICE AT CASTOLON, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40
 BA0111'FEET EAST OF THE NORTH END OF A ROCKY HILL, 3 FEET EAST OF A WHITE
 BA0111'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 BA0111'CONCRETE POST PROJECTING 2 INCHES.
 BA0111
 BA0111                          STATION RECOVERY (1990)
 BA0111
 BA0111'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (AWS)
 BA0111'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0683 ***********************************************************************
 CD0683  DESIGNATION -  J 359
 CD0683  PID         -  CD0683
 CD0683  STATE/COUNTY-  TX/HUDSPETH
 CD0683  USGS QUAD   -  BUCKHORN DRAW WEST (1979)
 CD0683
 CD0683                         *CURRENT SURVEY CONTROL
 CD0683  ___________________________________________________________________
 CD0683* NAD 83(1986)-  31 50 53.     (N)    105 47 25.     (W)     SCALED    
 CD0683* NAVD 88     -      1601.261  (meters)    5253.47   (feet)  ADJUSTED  
 CD0683  ___________________________________________________________________
 CD0683  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0683  DYNAMIC HT  -        1598.748 (meters)    5245.23  (feet)  COMP
 CD0683  MODELED GRAV-     979,012.5   (mgal)                       NAVD 88
 CD0683
 CD0683  VERT ORDER  -  FIRST     CLASS II
 CD0683
 CD0683.The horizontal coordinates were scaled from a topographic map and have
 CD0683.an estimated accuracy of +/- 6 seconds.
 CD0683
 CD0683.The orthometric height was determined by differential leveling
 CD0683.and adjusted by the National Geodetic Survey in June 1991..
 CD0683
 CD0683.The geoid height was determined by GEOID03.
 CD0683
 CD0683.The dynamic height is computed by dividing the NAVD 88
 CD0683.geopotential number by the normal gravity value computed on the
 CD0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0683.degrees latitude (g = 980.6199 gals.).
 CD0683
 CD0683.The modeled gravity was interpolated from observed gravity values.
 CD0683
 CD0683;                    North         East    Units  Estimated Accuracy
 CD0683;SPC TX C     - 3,254,490.      183,720.      MT  (+/- 180 meters Scaled)
 CD0683
 CD0683                          SUPERSEDED SURVEY CONTROL
 CD0683
 CD0683  NGVD 29 (??/??/92) 1600.54   (m)         5251.1    (f) COMPUTED    1 2
 CD0683
 CD0683.Superseded values are not recommended for survey control.
 CD0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0683.See file dsdata.txt to determine how the superseded data were derived.
 CD0683
 CD0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR252238(NAD 83)
 CD0683_MARKER: DB = BENCH MARK DISK
 CD0683_SETTING: 66 = SET IN ROCK OUTCROP
 CD0683_SP_SET: OUTCROP
 CD0683_STAMPING: J 359 1943
 CD0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0683+STABILITY: POSITION/ELEVATION WELL
 CD0683
 CD0683  HISTORY     - Date     Condition        Report By
 CD0683  HISTORY     - 1943     MONUMENTED       CGS
 CD0683  HISTORY     - 1956     GOOD             NGS
 CD0683
 CD0683                          STATION DESCRIPTION
 CD0683
 CD0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0683'44.0 MI E FROM EL PASO.
 CD0683'IN HUDSPETH COUNTY ABOUT 44.0 MILES EAST ALONG HIGHWAY 62 FROM THE
 CD0683'CITY HALL AT EL PASO, EL PASO COUNTY, 25 YARDS EAST OF THE EAST END OF
 CD0683'A GUARD FENCE, 60 FEET WEST OF A DIM TRACK ROAD LEADING NORTH FROM THE
 CD0683'HIGHWAY, 45 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND IS A
 CD0683'BENCH MARK DISK SET IN AN OUTCROPPING LEDGE OF LIMESTONE.  NOTE-- BM
 CD0683'DUE TO BE DEST. WHEN HIGHWAY IS REBUILT.
 CD0683
 CD0683                          STATION RECOVERY (1956)
 CD0683
 CD0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 CD0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0684 ***********************************************************************
 CD0684  DESIGNATION -  J 359 RESET 1956
 CD0684  PID         -  CD0684
 CD0684  STATE/COUNTY-  TX/HUDSPETH
 CD0684  USGS QUAD   -  BUCKHORN DRAW WEST (1979)
 CD0684
 CD0684                         *CURRENT SURVEY CONTROL
 CD0684  ___________________________________________________________________
 CD0684* NAD 83(1986)-  31 50 54.     (N)    105 47 28.     (W)     SCALED    
 CD0684* NAVD 88     -      1602.703  (meters)    5258.20   (feet)  ADJUSTED  
 CD0684  ___________________________________________________________________
 CD0684  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0684  DYNAMIC HT  -        1600.186 (meters)    5249.94  (feet)  COMP
 CD0684  MODELED GRAV-     979,012.1   (mgal)                       NAVD 88
 CD0684
 CD0684  VERT ORDER  -  FIRST     CLASS II
 CD0684
 CD0684.The horizontal coordinates were scaled from a topographic map and have
 CD0684.an estimated accuracy of +/- 6 seconds.
 CD0684
 CD0684.The orthometric height was determined by differential leveling
 CD0684.and adjusted by the National Geodetic Survey in June 1991..
 CD0684
 CD0684.The geoid height was determined by GEOID03.
 CD0684
 CD0684.The dynamic height is computed by dividing the NAVD 88
 CD0684.geopotential number by the normal gravity value computed on the
 CD0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0684.degrees latitude (g = 980.6199 gals.).
 CD0684
 CD0684.The modeled gravity was interpolated from observed gravity values.
 CD0684
 CD0684;                    North         East    Units  Estimated Accuracy
 CD0684;SPC TX C     - 3,254,530.      183,640.      MT  (+/- 180 meters Scaled)
 CD0684
 CD0684                          SUPERSEDED SURVEY CONTROL
 CD0684
 CD0684.No superseded survey control is available for this station.
 CD0684
 CD0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR251238(NAD 83)
 CD0684_MARKER: DB = BENCH MARK DISK
 CD0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0684_STAMPING: J 359 RESET 1956
 CD0684_PROJECTION: PROJECTING 7 CENTIMETERS
 CD0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0684+STABILITY: SURFACE MOTION
 CD0684
 CD0684  HISTORY     - Date     Condition        Report By
 CD0684  HISTORY     - 1956     MONUMENTED       CGS
 CD0684  HISTORY     - 1958     GOOD             NGS
 CD0684  HISTORY     - 1981     GOOD             NGS
 CD0684
 CD0684                          STATION DESCRIPTION
 CD0684
 CD0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0684'39.1 MI E FROM EL PASO.
 CD0684'ABOUT 39.1 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0684'OF LOOP 16 AT EL PASO, 0.45 MILE WEST OF A ROADSIDE PARK, 73 FEET
 CD0684'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2 MILE EAST OF THE
 CD0684'EAST END OF A CURVE, ABOUT 0.1 MILE EAST OF A 5-FOOT STEEL CULVERT, 2
 CD0684'1/2 FEET SOUTH OF A FENCE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 CD0684'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 CD0684'CONCRETE POST PROJECTING 3 INCHES.
 CD0684
 CD0684                          STATION RECOVERY (1981)
 CD0684
 CD0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0684'63.1 KM (39.2 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0684'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0684'0.6 KM (0.4 MI) WEST OF A ROAD SIDE PARK, 0.3 KM (0.2 MI) EAST OF THE
 CD0684'EAST END OF A CURVE IN THE HIGHWAY, 22.3 METERS (73.0 FT) NORTH OF
 CD0684'THE CENTERLINE OF THE HIGHWAY AND 0.5 METER (1.5 FT) WEST OF A 4 BY
 CD0684'4 INCH WOODEN WITNESS POST.
 CD0684'THE MARK IS 0.7 METERS  S FROM  A WITNESS POST AND FENCE
 CD0684'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1060 ***********************************************************************
 FL1060  DESIGNATION -  J 361
 FL1060  PID         -  FL1060
 FL1060  STATE/COUNTY-  TX/POTTER
 FL1060  USGS QUAD   -  PULLMAN (1973)
 FL1060
 FL1060                         *CURRENT SURVEY CONTROL
 FL1060  ___________________________________________________________________
 FL1060* NAD 83(1986)-  35 12 58.     (N)    101 40 15.     (W)     SCALED    
 FL1060* NAVD 88     -      1090.798  (meters)    3578.73   (feet)  ADJUSTED  
 FL1060  ___________________________________________________________________
 FL1060  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 FL1060  DYNAMIC HT  -        1089.501 (meters)    3574.47  (feet)  COMP
 FL1060  MODELED GRAV-     979,407.7   (mgal)                       NAVD 88
 FL1060
 FL1060  VERT ORDER  -  FIRST     CLASS II
 FL1060
 FL1060.The horizontal coordinates were scaled from a topographic map and have
 FL1060.an estimated accuracy of +/- 6 seconds.
 FL1060
 FL1060.The orthometric height was determined by differential leveling
 FL1060.and adjusted by the National Geodetic Survey in June 1991..
 FL1060
 FL1060.The geoid height was determined by GEOID03.
 FL1060
 FL1060.The dynamic height is computed by dividing the NAVD 88
 FL1060.geopotential number by the normal gravity value computed on the
 FL1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1060.degrees latitude (g = 980.6199 gals.).
 FL1060
 FL1060.The modeled gravity was interpolated from observed gravity values.
 FL1060
 FL1060;                    North         East    Units  Estimated Accuracy
 FL1060;SPC TX N     - 1,134,930.      184,450.      MT  (+/- 180 meters Scaled)
 FL1060
 FL1060                          SUPERSEDED SURVEY CONTROL
 FL1060
 FL1060  NGVD 29 (??/??/92) 1090.292  (m)         3577.07   (f) ADJ UNCH    1 2
 FL1060
 FL1060.Superseded values are not recommended for survey control.
 FL1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1060.See file dsdata.txt to determine how the superseded data were derived.
 FL1060
 FL1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE568002(NAD 83)
 FL1060_MARKER: DB = BENCH MARK DISK
 FL1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1060_STAMPING: J 361 1943
 FL1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1060+STABILITY: SURFACE MOTION
 FL1060
 FL1060  HISTORY     - Date     Condition        Report By
 FL1060  HISTORY     - 1943     MONUMENTED       CGS
 FL1060  HISTORY     - 1957     GOOD             NGS
 FL1060  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1060
 FL1060                          STATION DESCRIPTION
 FL1060
 FL1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FL1060'7.6 MI W FROM YARNALL.
 FL1060'IN POTTER COUNTY, 7.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 FL1060'PACIFIC RAILROAD FROM THE STATION AT YARNALL, CARSON COUNTY, ABOUT ONE
 FL1060'MILE EAST OF ROYAL, 0.35 MILE WEST OF MILEPOST 751, 44 FEET NORTH OF
 FL1060'THE NORTH RAIL, AT A SECTION-LINE FENCE, 19 FEET WEST OF THE
 FL1060'SECTIONLINE FENCE JUNCTION, AND 2.5 FEET WEST OF A WHITE WOODEN
 FL1060'WITNESS POST.  A STANDARD DISK, STAMPED J 361 1943 AND SET IN THE TOP
 FL1060'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 FL1060
 FL1060                          STATION RECOVERY (1984)
 FL1060
 FL1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0231 ***********************************************************************
 CV0231  DESIGNATION -  J 364
 CV0231  PID         -  CV0231
 CV0231  STATE/COUNTY-  TX/GAINES
 CV0231  USGS QUAD   -  SEAGRAVES NW (1970)
 CV0231
 CV0231                         *CURRENT SURVEY CONTROL
 CV0231  ___________________________________________________________________
 CV0231* NAD 83(1986)-  32 56 39.     (N)    102 43 16.     (W)     SCALED    
 CV0231* NAVD 88     -      1050.117  (meters)    3445.26   (feet)  ADJUSTED  
 CV0231  ___________________________________________________________________
 CV0231  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 CV0231  DYNAMIC HT  -        1048.712 (meters)    3440.65  (feet)  COMP
 CV0231  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 CV0231
 CV0231  VERT ORDER  -  SECOND    CLASS 0
 CV0231
 CV0231.The horizontal coordinates were scaled from a topographic map and have
 CV0231.an estimated accuracy of +/- 6 seconds.
 CV0231
 CV0231.The orthometric height was determined by differential leveling
 CV0231.and adjusted by the National Geodetic Survey in June 1991..
 CV0231
 CV0231.The geoid height was determined by GEOID03.
 CV0231
 CV0231.The dynamic height is computed by dividing the NAVD 88
 CV0231.geopotential number by the normal gravity value computed on the
 CV0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0231.degrees latitude (g = 980.6199 gals.).
 CV0231
 CV0231.The modeled gravity was interpolated from observed gravity values.
 CV0231
 CV0231;                    North         East    Units  Estimated Accuracy
 CV0231;SPC TXNC     - 2,149,590.      205,430.      MT  (+/- 180 meters Scaled)
 CV0231
 CV0231                          SUPERSEDED SURVEY CONTROL
 CV0231
 CV0231  NGVD 29 (??/??/92) 1049.774  (m)         3444.13   (f) ADJ UNCH    2 0
 CV0231
 CV0231.Superseded values are not recommended for survey control.
 CV0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0231.See file dsdata.txt to determine how the superseded data were derived.
 CV0231
 CV0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS130474(NAD 83)
 CV0231_MARKER: DB = BENCH MARK DISK
 CV0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0231_SP_SET: CULVERT
 CV0231_STAMPING: J 364 1943
 CV0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0231
 CV0231  HISTORY     - Date     Condition        Report By
 CV0231  HISTORY     - 1943     MONUMENTED       CGS
 CV0231  HISTORY     - 1974     GOOD             NGS
 CV0231
 CV0231                          STATION DESCRIPTION
 CV0231
 CV0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CV0231'9.65 MI W FROM SEAGRAVES.
 CV0231'9.65 MILES WEST ALONG STATE HIGHWAY 328 FROM THE PANHANDLE AND SANTA
 CV0231'FE RAILWAY STATION AT SEAGRAVES, GAINES COUNTY, AT A 32-FOOT CULVERT,
 CV0231'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 27 FEET SOUTH OF THE
 CV0231'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 CV0231'DISK, STAMPED J 364 1943.
 CV0231
 CV0231                          STATION RECOVERY (1974)
 CV0231
 CV0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CV0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0232 ***********************************************************************
 CV0232  DESIGNATION -  J 364 RESET 1973
 CV0232  PID         -  CV0232
 CV0232  STATE/COUNTY-  TX/GAINES
 CV0232  USGS QUAD   -  SEAGRAVES NW (1970)
 CV0232
 CV0232                         *CURRENT SURVEY CONTROL
 CV0232  ___________________________________________________________________
 CV0232* NAD 83(1986)-  32 56 39.     (N)    102 43 16.     (W)     SCALED    
 CV0232* NAVD 88     -      1049.98   (+/-2cm)    3444.8    (feet)  VERTCON   
 CV0232  ___________________________________________________________________
 CV0232  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 CV0232
 CV0232  VERT ORDER  -  THIRD (See Below)
 CV0232
 CV0232.The horizontal coordinates were scaled from a topographic map and have
 CV0232.an estimated accuracy of +/- 6 seconds.
 CV0232
 CV0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0232.The vertical order pertains to the NGVD 29 superseded value.
 CV0232
 CV0232.The geoid height was determined by GEOID03.
 CV0232
 CV0232;                    North         East    Units  Estimated Accuracy
 CV0232;SPC TXNC     - 2,149,590.      205,430.      MT  (+/- 180 meters Scaled)
 CV0232
 CV0232                          SUPERSEDED SURVEY CONTROL
 CV0232
 CV0232  NGVD 29 (01/29/03) 1049.64   (m)         3443.7    (f) RESET       3  
 CV0232
 CV0232.Superseded values are not recommended for survey control.
 CV0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0232.See file dsdata.txt to determine how the superseded data were derived.
 CV0232
 CV0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS130474(NAD 83)
 CV0232_MARKER: DB = BENCH MARK DISK
 CV0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0232_SP_SET: CULVERT
 CV0232_STAMPING: J 364 RESET 1973
 CV0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0232
 CV0232  HISTORY     - Date     Condition        Report By
 CV0232  HISTORY     - 1973     MONUMENTED       NGS
 CV0232  HISTORY     - 1974     GOOD             NGS
 CV0232
 CV0232                          STATION DESCRIPTION
 CV0232
 CV0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 CV0232'6.5 MI SE FROM DENVER CITY.
 CV0232'FROM THE INTERSECTION OF STATE HIGHWAYS 83 AND 214, WHICH IS LOCATED
 CV0232'ABOUT 1 MILE SOUTH OF DENVER CITY, GO EAST ON STATE HIGHWAY 83 FOR 5.2
 CV0232'MILES TO CULVERT AND DISK SET IN THE APPROXIMATE CENTER OF THE SOUTH
 CV0232'HEADWALL OF CONCRETE CULVERT.  STANDARD DISK, SET IN THE APPROXIMATE
 CV0232'CENTER OF THE SOUTH HEADWALL OF CULVERT AND IS STAMPED J 364 RESET
 CV0232'1973.  IT IS ABOUT 3 FEET LOWER IN ELEVATION OF THE ROAD-BED OF
 CV0232'HIGHWAY AND IS 55 FEET NORTH OF THE CENTER-LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0189 ***********************************************************************
 DQ0189  DESIGNATION -  J 365
 DQ0189  PID         -  DQ0189
 DQ0189  STATE/COUNTY-  TX/YOAKUM
 DQ0189  USGS QUAD   -  PLAINS (1971)
 DQ0189
 DQ0189                         *CURRENT SURVEY CONTROL
 DQ0189  ___________________________________________________________________
 DQ0189* NAD 83(1986)-  33 10 04.     (N)    102 51 12.     (W)     SCALED    
 DQ0189* NAVD 88     -      1130.326  (meters)    3708.41   (feet)  ADJUSTED  
 DQ0189  ___________________________________________________________________
 DQ0189  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DQ0189  DYNAMIC HT  -        1128.817 (meters)    3703.46  (feet)  COMP
 DQ0189  MODELED GRAV-     979,263.2   (mgal)                       NAVD 88
 DQ0189
 DQ0189  VERT ORDER  -  SECOND    CLASS 0
 DQ0189
 DQ0189.The horizontal coordinates were scaled from a topographic map and have
 DQ0189.an estimated accuracy of +/- 6 seconds.
 DQ0189
 DQ0189.The orthometric height was determined by differential leveling
 DQ0189.and adjusted by the National Geodetic Survey in June 1991..
 DQ0189
 DQ0189.The geoid height was determined by GEOID03.
 DQ0189
 DQ0189.The dynamic height is computed by dividing the NAVD 88
 DQ0189.geopotential number by the normal gravity value computed on the
 DQ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0189.degrees latitude (g = 980.6199 gals.).
 DQ0189
 DQ0189.The modeled gravity was interpolated from observed gravity values.
 DQ0189
 DQ0189;                    North         East    Units  Estimated Accuracy
 DQ0189;SPC TXNC     - 2,174,870.      194,110.      MT  (+/- 180 meters Scaled)
 DQ0189
 DQ0189                          SUPERSEDED SURVEY CONTROL
 DQ0189
 DQ0189  NGVD 29 (??/??/92) 1129.912  (m)         3707.05   (f) ADJ UNCH    2 0
 DQ0189
 DQ0189.Superseded values are not recommended for survey control.
 DQ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0189.See file dsdata.txt to determine how the superseded data were derived.
 DQ0189
 DQ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS001719(NAD 83)
 DQ0189_MARKER: DB = BENCH MARK DISK
 DQ0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0189_STAMPING: J 365 1943
 DQ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0189+STABILITY: SURFACE MOTION
 DQ0189
 DQ0189  HISTORY     - Date     Condition        Report By
 DQ0189  HISTORY     - 1943     MONUMENTED       CGS
 DQ0189  HISTORY     - 1972     MARK NOT FOUND   USGS
 DQ0189
 DQ0189                          STATION DESCRIPTION
 DQ0189
 DQ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0189'2.8 MI SSW FROM PLAINS.
 DQ0189'2.8 MILES SOUTH-SOUTHWEST ALONG THE ROAD LEADING TO ALLRED FROM THE
 DQ0189'COURTHOUSE AT PLAINS, YOAKUM COUNTY, AT A CATTLEGUARD CROSSING, IN THE
 DQ0189'NORTHEAST CORNER OF A FENCE, 67 FEET NORTH OF THE CENTERLINE OF THE
 DQ0189'MAIN ROAD.  47 FEET WEST OF THE CENTERLINE OF A ROAD LEADING NORTH, 12
 DQ0189'FEET WEST OF A NORTH-AND-SOUTH FENCE, 8 FEET SOUTH OF A FENCE PARALLEL
 DQ0189'TO THE ROAD, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST. A
 DQ0189'STANDARD DISK, STAMPED J 365 1943 AND SET IN THE TOP OF A CONCRETE
 DQ0189'POST PROJECTING 3 INCHES ABOVE GROUND.
 DQ0189
 DQ0189                          STATION RECOVERY (1972)
 DQ0189
 DQ0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DQ0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0137 ***********************************************************************
 DQ0137  DESIGNATION -  J 366
 DQ0137  PID         -  DQ0137
 DQ0137  STATE/COUNTY-  TX/TERRY
 DQ0137  USGS QUAD   -  WEST OF SUNDOWN (1965)
 DQ0137
 DQ0137                         *CURRENT SURVEY CONTROL
 DQ0137  ___________________________________________________________________
 DQ0137* NAD 83(1986)-  33 23 17.     (N)    102 35 40.     (W)     SCALED    
 DQ0137* NAVD 88     -      1098.410  (meters)    3603.70   (feet)  ADJUSTED  
 DQ0137  ___________________________________________________________________
 DQ0137  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 DQ0137  DYNAMIC HT  -        1096.970 (meters)    3598.98  (feet)  COMP
 DQ0137  MODELED GRAV-     979,288.5   (mgal)                       NAVD 88
 DQ0137
 DQ0137  VERT ORDER  -  SECOND    CLASS 0
 DQ0137
 DQ0137.The horizontal coordinates were scaled from a topographic map and have
 DQ0137.an estimated accuracy of +/- 6 seconds.
 DQ0137
 DQ0137.The orthometric height was determined by differential leveling
 DQ0137.and adjusted by the National Geodetic Survey in June 1991..
 DQ0137
 DQ0137.The geoid height was determined by GEOID03.
 DQ0137
 DQ0137.The dynamic height is computed by dividing the NAVD 88
 DQ0137.geopotential number by the normal gravity value computed on the
 DQ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0137.degrees latitude (g = 980.6199 gals.).
 DQ0137
 DQ0137.The modeled gravity was interpolated from observed gravity values.
 DQ0137
 DQ0137;                    North         East    Units  Estimated Accuracy
 DQ0137;SPC TXNC     - 2,198,310.      219,180.      MT  (+/- 180 meters Scaled)
 DQ0137
 DQ0137                          SUPERSEDED SURVEY CONTROL
 DQ0137
 DQ0137  NGVD 29 (??/??/92) 1098.020  (m)         3602.42   (f) ADJ UNCH    2 0
 DQ0137
 DQ0137.Superseded values are not recommended for survey control.
 DQ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0137.See file dsdata.txt to determine how the superseded data were derived.
 DQ0137
 DQ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS237968(NAD 83)
 DQ0137_MARKER: DB = BENCH MARK DISK
 DQ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0137_STAMPING: J 366 1943
 DQ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0137+STABILITY: SURFACE MOTION
 DQ0137
 DQ0137  HISTORY     - Date     Condition        Report By
 DQ0137  HISTORY     - 1943     MONUMENTED       CGS
 DQ0137
 DQ0137                          STATION DESCRIPTION
 DQ0137
 DQ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0137'17.6 MI NW FROM TOKIO.
 DQ0137'THIS MARK IS ABOUT 1.9 MILES WEST ALONG U.S. HIGHWAY 380 AND 62 AND
 DQ0137'ABOUT 15.7 MILES NORTH ALONG THE COUNTY LINE ROAD FROM TOKIO, TERRY
 DQ0137'COUNTY, SET WHERE TERRY, HOCKLEY, COCHRAN, AND YOAKUM COUNTY CORNER,
 DQ0137'99.0 FEET EAST OF A 5 FOOT CONCRETE COUNTY CORNER POST, 0.1 MILE NORTH
 DQ0137'OF A CATTLE GUARD, 32.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 DQ0137'PROJECTING ABOUT 6-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE
 DQ0137'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0065 ***********************************************************************
 GL0065  DESIGNATION -  J 369
 GL0065  PID         -  GL0065
 GL0065  STATE/COUNTY-  TX/HARTLEY
 GL0065  USGS QUAD   -  WILCO (1965)
 GL0065
 GL0065                         *CURRENT SURVEY CONTROL
 GL0065  ___________________________________________________________________
 GL0065* NAD 83(1986)-  36 01 35.     (N)    102 19 29.     (W)     SCALED    
 GL0065* NAVD 88     -      1192.247  (meters)    3911.56   (feet)  ADJUSTED  
 GL0065  ___________________________________________________________________
 GL0065  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 GL0065  DYNAMIC HT  -        1190.866 (meters)    3907.03  (feet)  COMP
 GL0065  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 GL0065
 GL0065  VERT ORDER  -  SECOND    CLASS 0
 GL0065
 GL0065.The horizontal coordinates were scaled from a topographic map and have
 GL0065.an estimated accuracy of +/- 6 seconds.
 GL0065
 GL0065.The orthometric height was determined by differential leveling
 GL0065.and adjusted by the National Geodetic Survey in June 1991..
 GL0065
 GL0065.The geoid height was determined by GEOID03.
 GL0065
 GL0065.The dynamic height is computed by dividing the NAVD 88
 GL0065.geopotential number by the normal gravity value computed on the
 GL0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0065.degrees latitude (g = 980.6199 gals.).
 GL0065
 GL0065.The modeled gravity was interpolated from observed gravity values.
 GL0065
 GL0065;                    North         East    Units  Estimated Accuracy
 GL0065;SPC TX N     - 1,225,120.      125,670.      MT  (+/- 180 meters Scaled)
 GL0065
 GL0065                          SUPERSEDED SURVEY CONTROL
 GL0065
 GL0065.No superseded survey control is available for this station.
 GL0065
 GL0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV410901(NAD 83)
 GL0065_MARKER: DB = BENCH MARK DISK
 GL0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0065_STAMPING: J 369 1943
 GL0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0065+STABILITY: SURFACE MOTION
 GL0065
 GL0065  HISTORY     - Date     Condition        Report By
 GL0065  HISTORY     - 1943     MONUMENTED       CGS
 GL0065  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0065
 GL0065                          STATION DESCRIPTION
 GL0065
 GL0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0065'12.6 MI E FROM DALHART.
 GL0065'12.6 MILES EAST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0065'DALHART.  SET BY MILE POST NUMBER 49.  ABOUT 5 1/3 RAILS EAST OF A
 GL0065'WHISTLE POST, 74, 6 FEET NORTH OF MILE POST, 32.8 FEET NORTH OF THE
 GL0065'NORTH RAIL OF TRACK, 15.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 3.0
 GL0065'FEET SOUTH OF THE REFERENCE POST.  NOTE-- RAILROAD HAS BEEN REMOVED
 GL0065'AND THE ENTIRE RIGHT-OF-WAY IS UNDER CULTIVATION.
 GL0065
 GL0065                          STATION RECOVERY (1965)
 GL0065
 GL0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0122 ***********************************************************************
 FM0122  DESIGNATION -  J 371
 FM0122  PID         -  FM0122
 FM0122  STATE/COUNTY-  TX/MOORE
 FM0122  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0122
 FM0122                         *CURRENT SURVEY CONTROL
 FM0122  ___________________________________________________________________
 FM0122* NAD 83(1986)-  35 51 57.     (N)    102 05 14.     (W)     SCALED    
 FM0122* NAVD 88     -      1145.317  (meters)    3757.59   (feet)  POSTED    
 FM0122  ___________________________________________________________________
 FM0122  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FM0122  DYNAMIC HT  -        1143.980 (meters)    3753.21  (feet)  COMP
 FM0122  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 FM0122
 FM0122  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FM0122
 FM0122.The horizontal coordinates were scaled from a topographic map and have
 FM0122.an estimated accuracy of +/- 6 seconds.
 FM0122
 FM0122.The orthometric height was determined by differential leveling
 FM0122.and adjusted by the National Geodetic Survey in 1992..
 FM0122.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FM0122.rate of 4.1 thru 8.0 mm/km.
 FM0122
 FM0122.The geoid height was determined by GEOID03.
 FM0122
 FM0122.The dynamic height is computed by dividing the NAVD 88
 FM0122.geopotential number by the normal gravity value computed on the
 FM0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0122.degrees latitude (g = 980.6199 gals.).
 FM0122
 FM0122.The modeled gravity was interpolated from observed gravity values.
 FM0122
 FM0122;                    North         East    Units  Estimated Accuracy
 FM0122;SPC TX N     - 1,207,150.      146,970.      MT  (+/- 180 meters Scaled)
 FM0122
 FM0122                          SUPERSEDED SURVEY CONTROL
 FM0122
 FM0122  NGVD 29 (??/??/92) 1144.752  (m)         3755.74   (f) ADJ UNCH    2 0
 FM0122
 FM0122.Superseded values are not recommended for survey control.
 FM0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0122.See file dsdata.txt to determine how the superseded data were derived.
 FM0122
 FM0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV630729(NAD 83)
 FM0122_MARKER: DB = BENCH MARK DISK
 FM0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0122_SP_SET: CULVERT
 FM0122_STAMPING: J 371 1943
 FM0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0122
 FM0122  HISTORY     - Date     Condition        Report By
 FM0122  HISTORY     - 1943     MONUMENTED       CGS
 FM0122  HISTORY     - 1952     GOOD             NGS
 FM0122
 FM0122                          STATION DESCRIPTION
 FM0122
 FM0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0122'7.0 MI W FROM DUMAS.
 FM0122'0.5 MILE NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE COURTHOUSE AT
 FM0122'DUMAS, THENCE 6.5 MILES WEST ALONG U.S. HIGHWAY 87, 0.1 MILE WEST OF A
 FM0122'LARGE FARMHOUSE 22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET
 FM0122'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A LARGE CONCRETE
 FM0122'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0123 ***********************************************************************
 FM0123  DESIGNATION -  J 371 RESET 1975
 FM0123  PID         -  FM0123
 FM0123  STATE/COUNTY-  TX/MOORE
 FM0123  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0123
 FM0123                         *CURRENT SURVEY CONTROL
 FM0123  ___________________________________________________________________
 FM0123* NAD 83(1986)-  35 51 57.     (N)    102 05 14.     (W)     SCALED    
 FM0123* NAVD 88     -      1145.11   (+/-2cm)    3756.9    (feet)  VERTCON   
 FM0123  ___________________________________________________________________
 FM0123  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 FM0123
 FM0123  VERT ORDER  -  THIRD (See Below)
 FM0123
 FM0123.The horizontal coordinates were scaled from a topographic map and have
 FM0123.an estimated accuracy of +/- 6 seconds.
 FM0123
 FM0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0123.The vertical order pertains to the NGVD 29 superseded value.
 FM0123
 FM0123.The geoid height was determined by GEOID03.
 FM0123
 FM0123;                    North         East    Units  Estimated Accuracy
 FM0123;SPC TX N     - 1,207,150.      146,970.      MT  (+/- 180 meters Scaled)
 FM0123
 FM0123                          SUPERSEDED SURVEY CONTROL
 FM0123
 FM0123  NGVD 29 (01/29/03) 1144.54   (m)         3755.0    (f) RESET       3  
 FM0123
 FM0123.Superseded values are not recommended for survey control.
 FM0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0123.See file dsdata.txt to determine how the superseded data were derived.
 FM0123
 FM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV630729(NAD 83)
 FM0123_MARKER: DB = BENCH MARK DISK
 FM0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0123_SP_SET: CULVERT
 FM0123_STAMPING: J 371 RESET 1975
 FM0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0123+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 FM0123
 FM0123  HISTORY     - Date     Condition        Report By
 FM0123  HISTORY     - 1975     MONUMENTED       NGS
 FM0123  HISTORY     - 20040805 GOOD             USPSQD
 FM0123
 FM0123                          STATION DESCRIPTION
 FM0123
 FM0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 FM0123'6.5 MI W FROM DUMAS.
 FM0123'FROM THE INTERSECTION OF U.S. HIGHWAYS 87 AND 287 IN DUMAS, GO WEST ON
 FM0123'U.S. HIGHWAY 87 FOR 6.55 MILES TO CULVERT AND MARK ON THE LEFT.
 FM0123'STANDARD BENCH MARK DISK, SET IN A DRILL HOLE, IN THE SOUTH HEAD-WALL
 FM0123'OF CULVERT, ITS 43 FEET SOUTH OF THE CENTER-LINE OF HIGHWAY, 3 FEET
 FM0123'WEST OF THE EAST END OF CULVERT AND ABOUT THE SAME ELEVATION AS THE
 FM0123'ROAD-BED OF HIGHWAY.
 FM0123
 FM0123                          STATION RECOVERY (2004)
 FM0123
 FM0123'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0493 ***********************************************************************
 GK0493  DESIGNATION -  J 373 RESET 1952
 GK0493  PID         -  GK0493
 GK0493  STATE/COUNTY-  TX/SHERMAN
 GK0493  USGS QUAD   -  PLEASURE POND (1974)
 GK0493
 GK0493                         *CURRENT SURVEY CONTROL
 GK0493  ___________________________________________________________________
 GK0493* NAD 83(1986)-  36 14 32.     (N)    101 49 29.     (W)     SCALED    
 GK0493* NAVD 88     -      1067.776  (meters)    3503.20   (feet)  ADJUSTED  
 GK0493  ___________________________________________________________________
 GK0493  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 GK0493  DYNAMIC HT  -        1066.594 (meters)    3499.32  (feet)  COMP
 GK0493  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 GK0493
 GK0493  VERT ORDER  -  SECOND    CLASS 0
 GK0493
 GK0493.The horizontal coordinates were scaled from a topographic map and have
 GK0493.an estimated accuracy of +/- 6 seconds.
 GK0493
 GK0493.The orthometric height was determined by differential leveling
 GK0493.and adjusted by the National Geodetic Survey in June 1991..
 GK0493
 GK0493.The geoid height was determined by GEOID03.
 GK0493
 GK0493.The dynamic height is computed by dividing the NAVD 88
 GK0493.geopotential number by the normal gravity value computed on the
 GK0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0493.degrees latitude (g = 980.6199 gals.).
 GK0493
 GK0493.The modeled gravity was interpolated from observed gravity values.
 GK0493
 GK0493;                    North         East    Units  Estimated Accuracy
 GK0493;SPC TX N     - 1,248,800.      170,810.      MT  (+/- 180 meters Scaled)
 GK0493
 GK0493                          SUPERSEDED SURVEY CONTROL
 GK0493
 GK0493  NGVD 29 (??/??/92) 1067.300  (m)         3501.63   (f) ADJ UNCH    2 0
 GK0493
 GK0493.Superseded values are not recommended for survey control.
 GK0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0493.See file dsdata.txt to determine how the superseded data were derived.
 GK0493
 GK0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF461145(NAD 83)
 GK0493_MARKER: DB = BENCH MARK DISK
 GK0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0493_STAMPING: J 373 1943 RESET 1952
 GK0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0493+STABILITY: SURFACE MOTION
 GK0493
 GK0493  HISTORY     - Date     Condition        Report By
 GK0493  HISTORY     - 1952     MONUMENTED       CGS
 GK0493
 GK0493                          STATION DESCRIPTION
 GK0493
 GK0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0493'20.1 MI SE FROM STRATFORD.
 GK0493'14.0 MILES EAST ALONG STATE HIGHWAY 289 FROM THE CHICAGO, ROCK ISLAND
 GK0493'AND PACIFIC RAILROAD STATION AT STRATFORD, THENCE 6.1 MILES SOUTH
 GK0493'ALONG AN OILED ROAD, 45 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.5
 GK0493'FEET EAST OF A FENCE CORNER, 2 FEET EAST OF A FENCE, 3 FEET SOUTH OF A
 GK0493'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 GK0493'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0133 ***********************************************************************
 GL0133  DESIGNATION -  J 375
 GL0133  PID         -  GL0133
 GL0133  STATE/COUNTY-  TX/SHERMAN
 GL0133  USGS QUAD   -  LAUTZ (1965)
 GL0133
 GL0133                         *CURRENT SURVEY CONTROL
 GL0133  ___________________________________________________________________
 GL0133* NAD 83(1986)-  36 09 15.     (N)    102 03 43.     (W)     SCALED    
 GL0133* NAVD 88     -      1106.254  (meters)    3629.43   (feet)  ADJUSTED  
 GL0133  ___________________________________________________________________
 GL0133  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 GL0133  DYNAMIC HT  -        1105.013 (meters)    3625.36  (feet)  COMP
 GL0133  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 GL0133
 GL0133  VERT ORDER  -  SECOND    CLASS 0
 GL0133
 GL0133.The horizontal coordinates were scaled from a topographic map and have
 GL0133.an estimated accuracy of +/- 6 seconds.
 GL0133
 GL0133.The orthometric height was determined by differential leveling
 GL0133.and adjusted by the National Geodetic Survey in June 1991..
 GL0133.WARNING-Repeat measurements at this control monument indicate possible
 GL0133.vertical movement.
 GL0133
 GL0133.The geoid height was determined by GEOID03.
 GL0133
 GL0133.The dynamic height is computed by dividing the NAVD 88
 GL0133.geopotential number by the normal gravity value computed on the
 GL0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0133.degrees latitude (g = 980.6199 gals.).
 GL0133
 GL0133.The modeled gravity was interpolated from observed gravity values.
 GL0133
 GL0133;                    North         East    Units  Estimated Accuracy
 GL0133;SPC TX N     - 1,239,130.      149,430.      MT  (+/- 180 meters Scaled)
 GL0133
 GL0133                          SUPERSEDED SURVEY CONTROL
 GL0133
 GL0133.No superseded survey control is available for this station.
 GL0133
 GL0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA643050(NAD 83)
 GL0133_MARKER: DB = BENCH MARK DISK
 GL0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0133_STAMPING: J 375 1943
 GL0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0133+STABILITY: SURFACE MOTION
 GL0133
 GL0133  HISTORY     - Date     Condition        Report By
 GL0133  HISTORY     - 1943     MONUMENTED       CGS
 GL0133  HISTORY     - 1952     GOOD             NGS
 GL0133  HISTORY     - 1962     MARK NOT FOUND   USGS
 GL0133
 GL0133                          STATION DESCRIPTION
 GL0133
 GL0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0133'15.5 MI SE FROM CONLEN.
 GL0133'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0133'HIGHWAY 54 AT CONLEN, THENCE 10.0 MILES EAST ALONG A GRADED DIRT ROAD,
 GL0133'63 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 24 FEET
 GL0133'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 30 FEET WEST OF A
 GL0133'FENCE CORNER, 1.8 FEET SOUTH OF A FENCE, 2.9 FEET EAST OF A WITNESS
 GL0133'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 2.0 FEET BELOW THE
 GL0133'TOP OF THE GROUND.  NOTE-- THE ROAD HAS BEEN RESURFACED.
 GL0133
 GL0133                          STATION RECOVERY (1962)
 GL0133
 GL0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GL0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0455 ***********************************************************************
 FM0455  DESIGNATION -  J 376
 FM0455  PID         -  FM0455
 FM0455  STATE/COUNTY-  TX/HARTLEY
 FM0455  USGS QUAD   -  SPRING CREEK RANCH (1971)
 FM0455
 FM0455                         *CURRENT SURVEY CONTROL
 FM0455  ___________________________________________________________________
 FM0455* NAD 83(1986)-  35 43 48.     (N)    102 47 53.     (W)     SCALED    
 FM0455* NAVD 88     -      1205.856  (meters)    3956.21   (feet)  ADJUSTED  
 FM0455  ___________________________________________________________________
 FM0455  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 FM0455  DYNAMIC HT  -        1204.438 (meters)    3951.56  (feet)  COMP
 FM0455  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 FM0455
 FM0455  VERT ORDER  -  SECOND    CLASS 0
 FM0455
 FM0455.The horizontal coordinates were scaled from a topographic map and have
 FM0455.an estimated accuracy of +/- 6 seconds.
 FM0455
 FM0455.The orthometric height was determined by differential leveling
 FM0455.and adjusted by the National Geodetic Survey in June 1991..
 FM0455
 FM0455.The geoid height was determined by GEOID03.
 FM0455
 FM0455.The dynamic height is computed by dividing the NAVD 88
 FM0455.geopotential number by the normal gravity value computed on the
 FM0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0455.degrees latitude (g = 980.6199 gals.).
 FM0455
 FM0455.The modeled gravity was interpolated from observed gravity values.
 FM0455
 FM0455;                    North         East    Units  Estimated Accuracy
 FM0455;SPC TX N     - 1,192,690.       82,580.      MT  (+/- 180 meters Scaled)
 FM0455
 FM0455                          SUPERSEDED SURVEY CONTROL
 FM0455
 FM0455  NGVD 29 (??/??/92) 1205.324  (m)         3954.47   (f) ADJ UNCH    2 0
 FM0455
 FM0455.Superseded values are not recommended for survey control.
 FM0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0455.See file dsdata.txt to determine how the superseded data were derived.
 FM0455
 FM0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV991562(NAD 83)
 FM0455_MARKER: DB = BENCH MARK DISK
 FM0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0455_STAMPING: J-376 1943
 FM0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0455+STABILITY: SURFACE MOTION
 FM0455
 FM0455  HISTORY     - Date     Condition        Report By
 FM0455  HISTORY     - 1943     MONUMENTED       CGS
 FM0455  HISTORY     - 1971     GOOD             USGS
 FM0455
 FM0455                          STATION DESCRIPTION
 FM0455
 FM0455'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0455'9.4 MI E FROM ROMERO.
 FM0455'ROMERO, 1.2 MI. NE. OF, ALONG U. S. HWY 54, THENCE 6.5 MI. SE. ALONG
 FM0455'F.M. RD. 767, THENCE 0.35 MI. NORTH ALONG A TRACK RD. WHICH IS ON EAST
 FM0455'SIDE OF A NORTH SOUTH FENCE, THENCE 0.5 MI. NE ALONG SAME TRACK RD. TO
 FM0455'A WINDMILL, THENCE 0.55 MI. NE. ALONG SAME TRACK RD., 30 FT. SOUTH OF
 FM0455'THE CENTER LINE OF OLD COUNTY RD. SCAR AND 11 FT. WEST OF OLD
 FM0455'NORTH-SOUTH FENCE LINE, A STANDARD TABLET STAMPED J-376 1943 AND SET
 FM0455'IN CONCRETE POST.  PROJECTING 1.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0253 ***********************************************************************
 FL0253  DESIGNATION -  J 378
 FL0253  PID         -  FL0253
 FL0253  STATE/COUNTY-  TX/WHEELER
 FL0253  USGS QUAD   -  PAKAN (1976)
 FL0253
 FL0253                         *CURRENT SURVEY CONTROL
 FL0253  ___________________________________________________________________
 FL0253* NAD 83(1986)-  35 17 57.     (N)    100 25 52.     (W)     SCALED    
 FL0253* NAVD 88     -       806.544  (meters)    2646.14   (feet)  ADJUSTED  
 FL0253  ___________________________________________________________________
 FL0253  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 FL0253  DYNAMIC HT  -         805.699 (meters)    2643.36  (feet)  COMP
 FL0253  MODELED GRAV-     979,557.5   (mgal)                       NAVD 88
 FL0253
 FL0253  VERT ORDER  -  SECOND    CLASS 0
 FL0253
 FL0253.The horizontal coordinates were scaled from a topographic map and have
 FL0253.an estimated accuracy of +/- 6 seconds.
 FL0253
 FL0253.The orthometric height was determined by differential leveling
 FL0253.and adjusted by the National Geodetic Survey in June 1991..
 FL0253
 FL0253.The geoid height was determined by GEOID03.
 FL0253
 FL0253.The dynamic height is computed by dividing the NAVD 88
 FL0253.geopotential number by the normal gravity value computed on the
 FL0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0253.degrees latitude (g = 980.6199 gals.).
 FL0253
 FL0253.The modeled gravity was interpolated from observed gravity values.
 FL0253
 FL0253;                    North         East    Units  Estimated Accuracy
 FL0253;SPC TX N     - 1,144,650.      297,210.      MT  (+/- 180 meters Scaled)
 FL0253
 FL0253                          SUPERSEDED SURVEY CONTROL
 FL0253
 FL0253  NGVD 29 (??/??/92)  806.24   (m)         2645.1    (f) COMPUTED    2 0
 FL0253
 FL0253.Superseded values are not recommended for survey control.
 FL0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0253.See file dsdata.txt to determine how the superseded data were derived.
 FL0253
 FL0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE698071(NAD 83)
 FL0253_MARKER: DB = BENCH MARK DISK
 FL0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0253_STAMPING: J 378 1943
 FL0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0253+STABILITY: SURFACE MOTION
 FL0253
 FL0253  HISTORY     - Date     Condition        Report By
 FL0253  HISTORY     - 1943     MONUMENTED       CGS
 FL0253
 FL0253                          STATION DESCRIPTION
 FL0253
 FL0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0253'8.1 MI N FROM RAMSDELL.
 FL0253'THIS MARK IS ABOUT 8.1 MILES NORTH ALONG A GRADED ROAD FROM THE
 FL0253'RAILROAD AT RAMSDELL, WHEELER COUNTY, 1.0 MILE NORTH OF A CHURCH, SET
 FL0253'AT A ROAD RUNNING EAST, 4.0 FEET EAST OF A FENCE CORNER, 2.0 FEET
 FL0253'SOUTH OF A EAST-WEST FENCE, 15.5 FEET NORTH OF THE CENTER LINE OF THE
 FL0253'ROAD RUNNING EAST, 45.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FL0253'PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET WEST OF A WHITE
 FL0253'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0461 ***********************************************************************
 FL0461  DESIGNATION -  J 379
 FL0461  PID         -  FL0461
 FL0461  STATE/COUNTY-  TX/GRAY
 FL0461  USGS QUAD   -  BOWERS CITY (1976)
 FL0461
 FL0461                         *CURRENT SURVEY CONTROL
 FL0461  ___________________________________________________________________
 FL0461* NAD 83(1986)-  35 25 29.     (N)    100 53 30.     (W)     SCALED    
 FL0461* NAVD 88     -       963.135  (meters)    3159.89   (feet)  ADJUSTED  
 FL0461  ___________________________________________________________________
 FL0461  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 FL0461  DYNAMIC HT  -         962.091 (meters)    3156.46  (feet)  COMP
 FL0461  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 FL0461
 FL0461  VERT ORDER  -  SECOND    CLASS 0
 FL0461
 FL0461.The horizontal coordinates were scaled from a topographic map and have
 FL0461.an estimated accuracy of +/- 6 seconds.
 FL0461
 FL0461.The orthometric height was determined by differential leveling
 FL0461.and adjusted by the National Geodetic Survey in June 1991..
 FL0461
 FL0461.The geoid height was determined by GEOID03.
 FL0461
 FL0461.The dynamic height is computed by dividing the NAVD 88
 FL0461.geopotential number by the normal gravity value computed on the
 FL0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0461.degrees latitude (g = 980.6199 gals.).
 FL0461
 FL0461.The modeled gravity was interpolated from observed gravity values.
 FL0461
 FL0461;                    North         East    Units  Estimated Accuracy
 FL0461;SPC TX N     - 1,158,220.      255,240.      MT  (+/- 180 meters Scaled)
 FL0461
 FL0461                          SUPERSEDED SURVEY CONTROL
 FL0461
 FL0461  NGVD 29 (??/??/92)  962.747  (m)         3158.61   (f) ADJ UNCH    2 0
 FL0461
 FL0461.Superseded values are not recommended for survey control.
 FL0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0461.See file dsdata.txt to determine how the superseded data were derived.
 FL0461
 FL0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE282217(NAD 83)
 FL0461_MARKER: DB = BENCH MARK DISK
 FL0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0461_STAMPING: J 379 1943
 FL0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0461+STABILITY: SURFACE MOTION
 FL0461
 FL0461  HISTORY     - Date     Condition        Report By
 FL0461  HISTORY     - 1943     MONUMENTED       CGS
 FL0461
 FL0461                          STATION DESCRIPTION
 FL0461
 FL0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0461'5.0 MI W FROM LEFORS.
 FL0461'5.0 MILES WEST ALONG A GRADED ROAD FROM THE POST OFFICE AT LEFORS,
 FL0461'GRAY COUNTY, ON THE SUMMIT OF A HILL, ACROSS THE ROAD FROM A VERY
 FL0461'LARGE STEEL TANK, 65 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 2
 FL0461'FEET NORTH OF THE NORTHEAST CORNER OF A STEEL FENCE AROUND A
 FL0461'TRANSFORMER.  A STANDARD DISK, STAMPED J 379 1943 AND SET IN THE TOP
 FL0461'OF A CONCRETE POST PROJECTING 3 INCEHS ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0450 ***********************************************************************
 CA0450  DESIGNATION -  J 382
 CA0450  PID         -  CA0450
 CA0450  STATE/COUNTY-  TX/BROWN
 CA0450  USGS QUAD   -  THRIFTY (1977)
 CA0450
 CA0450                         *CURRENT SURVEY CONTROL
 CA0450  ___________________________________________________________________
 CA0450* NAD 83(1986)-  31 49 42.     (N)    099 10 07.     (W)     SCALED    
 CA0450* NAVD 88     -       443.712  (meters)    1455.75   (feet)  ADJUSTED  
 CA0450  ___________________________________________________________________
 CA0450  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CA0450  DYNAMIC HT  -         443.133 (meters)    1453.85  (feet)  COMP
 CA0450  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 CA0450
 CA0450  VERT ORDER  -  SECOND    CLASS 0
 CA0450
 CA0450.The horizontal coordinates were scaled from a topographic map and have
 CA0450.an estimated accuracy of +/- 6 seconds.
 CA0450
 CA0450.The orthometric height was determined by differential leveling
 CA0450.and adjusted by the National Geodetic Survey in June 1991..
 CA0450
 CA0450.The geoid height was determined by GEOID03.
 CA0450
 CA0450.The dynamic height is computed by dividing the NAVD 88
 CA0450.geopotential number by the normal gravity value computed on the
 CA0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0450.degrees latitude (g = 980.6199 gals.).
 CA0450
 CA0450.The modeled gravity was interpolated from observed gravity values.
 CA0450
 CA0450;                    North         East    Units  Estimated Accuracy
 CA0450;SPC TX C     - 3,240,220.      810,260.      MT  (+/- 180 meters Scaled)
 CA0450
 CA0450                          SUPERSEDED SURVEY CONTROL
 CA0450
 CA0450  NGVD 29 (??/??/92)  443.607  (m)         1455.40   (f) ADJ UNCH    2 0
 CA0450
 CA0450.Superseded values are not recommended for survey control.
 CA0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0450.See file dsdata.txt to determine how the superseded data were derived.
 CA0450
 CA0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA840214(NAD 83)
 CA0450_MARKER: DB = BENCH MARK DISK
 CA0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0450_STAMPING: J 382 1943
 CA0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0450+STABILITY: SURFACE MOTION
 CA0450
 CA0450  HISTORY     - Date     Condition        Report By
 CA0450  HISTORY     - 1943     MONUMENTED       CGS
 CA0450  HISTORY     - 1969     MARK NOT FOUND   USGS
 CA0450
 CA0450                          STATION DESCRIPTION
 CA0450
 CA0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0450'5.2 MI S FROM GROSVENOR.
 CA0450'4.6 MILES SOUTH ALONG A COUNTY GRADED ROAD FROM THE GRAMMER SCHOOL AT
 CA0450'GROSVENOR, THENCE 0.6 MILE SOUTHWEST ALONG A WOODS ROAD(CROSS JIM NED
 CA0450'CREEK ON FOOT BRIDGE), AT THE END OF THE WOODS ROAD AND THE BEGINNING
 CA0450'OF A GRAVEL SURFACED ROAD IN THE ABANDONED TOWN OF FRY, 35 FEET
 CA0450'SOUTHWEST OF THE WEST END OF A CATTLE GUARD, 33 FEET WEST OF THE
 CA0450'CENTER LINE OF THE ROAD, 2.3 FEET SOUTHEAST OF A FENCE, AND 3 FEET
 CA0450'NORTHEAST OF A WHITE REFERENCE POST.  A DISK, SET IN THE TOP OF A
 CA0450'CONCRETE POST.
 CA0450
 CA0450                          STATION RECOVERY (1969)
 CA0450
 CA0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0908 ***********************************************************************
 CA0908  DESIGNATION -  J 383
 CA0908  PID         -  CA0908
 CA0908  STATE/COUNTY-  TX/BROWN
 CA0908  USGS QUAD   -  BURKETT (1977)
 CA0908
 CA0908                         *CURRENT SURVEY CONTROL
 CA0908  ___________________________________________________________________
 CA0908* NAD 83(1986)-  31 59 43.     (N)    099 07 55.     (W)     SCALED    
 CA0908* NAVD 88     -       466.947  (meters)    1531.98   (feet)  ADJUSTED  
 CA0908  ___________________________________________________________________
 CA0908  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CA0908  DYNAMIC HT  -         466.340 (meters)    1529.98  (feet)  COMP
 CA0908  MODELED GRAV-     979,324.3   (mgal)                       NAVD 88
 CA0908
 CA0908  VERT ORDER  -  SECOND    CLASS 0
 CA0908
 CA0908.The horizontal coordinates were scaled from a topographic map and have
 CA0908.an estimated accuracy of +/- 6 seconds.
 CA0908
 CA0908.The orthometric height was determined by differential leveling
 CA0908.and adjusted by the National Geodetic Survey in June 1991..
 CA0908
 CA0908.The geoid height was determined by GEOID03.
 CA0908
 CA0908.The dynamic height is computed by dividing the NAVD 88
 CA0908.geopotential number by the normal gravity value computed on the
 CA0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0908.degrees latitude (g = 980.6199 gals.).
 CA0908
 CA0908.The modeled gravity was interpolated from observed gravity values.
 CA0908
 CA0908;                    North         East    Units  Estimated Accuracy
 CA0908;SPC TX C     - 3,258,770.      813,530.      MT  (+/- 180 meters Scaled)
 CA0908
 CA0908                          SUPERSEDED SURVEY CONTROL
 CA0908
 CA0908  NGVD 29 (??/??/92)  466.830  (m)         1531.59   (f) ADJ UNCH    2 0
 CA0908
 CA0908.Superseded values are not recommended for survey control.
 CA0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0908.See file dsdata.txt to determine how the superseded data were derived.
 CA0908
 CA0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA875399(NAD 83)
 CA0908_MARKER: DB = BENCH MARK DISK
 CA0908_SETTING: 80 = SET IN A BOULDER
 CA0908_SP_SET: BOULDER
 CA0908_STAMPING: J 383 1943
 CA0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0908+STABILITY: SURFACE MOTION
 CA0908
 CA0908  HISTORY     - Date     Condition        Report By
 CA0908  HISTORY     - 1943     MONUMENTED       CGS
 CA0908  HISTORY     - 1960     GOOD             USGS
 CA0908
 CA0908                          STATION DESCRIPTION
 CA0908
 CA0908'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CA0908'6.9 MI NE FROM BURKETT.
 CA0908'0.8 MI N ALONG STATE HIGHWAY 206 FROM THE P.O. AT BURKETT, THENCE 6.1
 CA0908'MI NE ALONG A DIRT ROAD, THENCE 1.9 MI S ALONG STATE HIGHWAY 279, 62
 CA0908'FEET W OF THE CENTERLINE OF THE HIGHWAY, 34 FEET S OF A DRAIN, 24 FEET
 CA0908'SW OF A 10 INCH OAK TREE, 11 FEET WEST OF A FENCE.  A DISK, SET IN THE
 CA0908'TOP OF AN OUTCROPPING BOULDER AND ABOUT 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2225 ***********************************************************************
 CS2225  DESIGNATION -  J 384
 CS2225  PID         -  CS2225
 CS2225  STATE/COUNTY-  TX/JOHNSON
 CS2225  USGS QUAD   -  BRAZOS POINT (1979)
 CS2225
 CS2225                         *CURRENT SURVEY CONTROL
 CS2225  ___________________________________________________________________
 CS2225* NAD 83(1986)-  32 12 59.     (N)    097 36 53.     (W)     SCALED    
 CS2225* NAVD 88     -       190.123  (meters)     623.76   (feet)  ADJUSTED  
 CS2225  ___________________________________________________________________
 CS2225  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS2225  DYNAMIC HT  -         189.891 (meters)     623.00  (feet)  COMP
 CS2225  MODELED GRAV-     979,414.5   (mgal)                       NAVD 88
 CS2225
 CS2225  VERT ORDER  -  SECOND    CLASS 0
 CS2225
 CS2225.The horizontal coordinates were scaled from a topographic map and have
 CS2225.an estimated accuracy of +/- 6 seconds.
 CS2225
 CS2225.The orthometric height was determined by differential leveling
 CS2225.and adjusted by the National Geodetic Survey in June 1991..
 CS2225
 CS2225.The geoid height was determined by GEOID03.
 CS2225
 CS2225.The dynamic height is computed by dividing the NAVD 88
 CS2225.geopotential number by the normal gravity value computed on the
 CS2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2225.degrees latitude (g = 980.6199 gals.).
 CS2225
 CS2225.The modeled gravity was interpolated from observed gravity values.
 CS2225
 CS2225;                    North         East    Units  Estimated Accuracy
 CS2225;SPC TXNC     - 2,061,310.      683,450.      MT  (+/- 180 meters Scaled)
 CS2225
 CS2225                          SUPERSEDED SURVEY CONTROL
 CS2225
 CS2225  NGVD 29 (??/??/92)  190.096  (m)          623.67   (f) ADJ UNCH    2 0
 CS2225
 CS2225.Superseded values are not recommended for survey control.
 CS2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2225.See file dsdata.txt to determine how the superseded data were derived.
 CS2225
 CS2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA305652(NAD 83)
 CS2225_MARKER: DB = BENCH MARK DISK
 CS2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2225_STAMPING: J 384 1943
 CS2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2225+STABILITY: SURFACE MOTION
 CS2225
 CS2225  HISTORY     - Date     Condition        Report By
 CS2225  HISTORY     - 1943     MONUMENTED       CGS
 CS2225  HISTORY     - 19940329 MARK NOT FOUND   USPSQD
 CS2225
 CS2225                          STATION DESCRIPTION
 CS2225
 CS2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2225'3.4 MI NE FROM BRAZOS POINT.
 CS2225'2.6 MILES NORTHEAST ALONG STATE HIGHWAY 174 FROM THE SCHOOL AT BRAZOS
 CS2225'POINT, 0.8 MILE NORTHWEST ALONG A DIRT ROAD, 141.3 FEET NORTHWEST OF
 CS2225'THE CENTER OF THE NORTHWEST END OF ONE OF TWO CONCRETE LOW-WATER
 CS2225'BRIDGES, 32 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1.5 FEET
 CS2225'NORTHEAST OF A FENCE, AND 4 FEET SOUTHEAST OF A WHITE REFERENCE POST.
 CS2225'A DISK, SET IN THE TOP OF A CONCRETE POST.
 CS2225
 CS2225                          STATION RECOVERY (1994)
 CS2225
 CS2225'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0632 ***********************************************************************
 CA0632  DESIGNATION -  J 385
 CA0632  PID         -  CA0632
 CA0632  STATE/COUNTY-  TX/COLEMAN
 CA0632  USGS QUAD   -  VALERA (1967)
 CA0632
 CA0632                         *CURRENT SURVEY CONTROL
 CA0632  ___________________________________________________________________
 CA0632* NAD 83(1986)-  31 50 58.     (N)    099 30 30.     (W)     SCALED    
 CA0632* NAVD 88     -       576.011  (meters)    1889.80   (feet)  ADJUSTED  
 CA0632  ___________________________________________________________________
 CA0632  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CA0632  DYNAMIC HT  -         575.248 (meters)    1887.29  (feet)  COMP
 CA0632  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 CA0632
 CA0632  VERT ORDER  -  SECOND    CLASS 0
 CA0632
 CA0632.The horizontal coordinates were scaled from a topographic map and have
 CA0632.an estimated accuracy of +/- 6 seconds.
 CA0632
 CA0632.The orthometric height was determined by differential leveling
 CA0632.and adjusted by the National Geodetic Survey in June 1991..
 CA0632
 CA0632.The geoid height was determined by GEOID03.
 CA0632
 CA0632.The dynamic height is computed by dividing the NAVD 88
 CA0632.geopotential number by the normal gravity value computed on the
 CA0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0632.degrees latitude (g = 980.6199 gals.).
 CA0632
 CA0632.The modeled gravity was interpolated from observed gravity values.
 CA0632
 CA0632;                    North         East    Units  Estimated Accuracy
 CA0632;SPC TX C     - 3,242,270.      778,080.      MT  (+/- 180 meters Scaled)
 CA0632
 CA0632                          SUPERSEDED SURVEY CONTROL
 CA0632
 CA0632  NGVD 29 (??/??/92)  575.900  (m)         1889.43   (f) ADJ UNCH    2 0
 CA0632
 CA0632.Superseded values are not recommended for survey control.
 CA0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0632.See file dsdata.txt to determine how the superseded data were derived.
 CA0632
 CA0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA519238(NAD 83)
 CA0632_MARKER: DB = BENCH MARK DISK
 CA0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0632_STAMPING: J 385 1944
 CA0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0632+STABILITY: SURFACE MOTION
 CA0632
 CA0632  HISTORY     - Date     Condition        Report By
 CA0632  HISTORY     - 1944     MONUMENTED       CGS
 CA0632  HISTORY     - 1967     MARK NOT FOUND   USGS
 CA0632
 CA0632                          STATION DESCRIPTION
 CA0632
 CA0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0632'5.5 MI W FROM COLEMAN.
 CA0632'0.2 MILE SOUTH ALONG CONCHO STREET FROM THE POST OFFICE AT COLEMAN,
 CA0632'THENCE 5.3 MILES WEST ALONG HORDS CREEK ROAD, AT THE WEST ENTRANCE TO
 CA0632'A SMALL RED-TOPPED FARMHOUSE, 21 FEET NORTH OF THE CENTER LINE OF THE
 CA0632'ROAD, 21 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 5 FEET
 CA0632'NORTHWEST OF A TELEPHONE POLE, AND 4 FEET WEST OF A FENCE CORNER POST.
 CA0632'A DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 CA0632'ABOVE THE GROUND.
 CA0632
 CA0632                          STATION RECOVERY (1967)
 CA0632
 CA0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CA0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0433 ***********************************************************************
 CS0433  DESIGNATION -  J 388
 CS0433  PID         -  CS0433
 CS0433  STATE/COUNTY-  TX/NAVARRO
 CS0433  USGS QUAD   -  ROSSER SW (1962)
 CS0433
 CS0433                         *CURRENT SURVEY CONTROL
 CS0433  ___________________________________________________________________
 CS0433* NAD 83(1986)-  32 17 08.     (N)    096 23 24.     (W)     SCALED    
 CS0433* NAVD 88     -       115.942  (meters)     380.39   (feet)  ADJUSTED  
 CS0433  ___________________________________________________________________
 CS0433  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0433  DYNAMIC HT  -         115.809 (meters)     379.95  (feet)  COMP
 CS0433  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 CS0433
 CS0433  VERT ORDER  -  SECOND    CLASS 0
 CS0433
 CS0433.The horizontal coordinates were scaled from a topographic map and have
 CS0433.an estimated accuracy of +/- 6 seconds.
 CS0433
 CS0433.The orthometric height was determined by differential leveling
 CS0433.and adjusted by the National Geodetic Survey in June 1991..
 CS0433
 CS0433.The geoid height was determined by GEOID03.
 CS0433
 CS0433.The dynamic height is computed by dividing the NAVD 88
 CS0433.geopotential number by the normal gravity value computed on the
 CS0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0433.degrees latitude (g = 980.6199 gals.).
 CS0433
 CS0433.The modeled gravity was interpolated from observed gravity values.
 CS0433
 CS0433;                    North         East    Units  Estimated Accuracy
 CS0433;SPC TXNC     - 2,070,630.      798,740.      MT  (+/- 180 meters Scaled)
 CS0433
 CS0433                          SUPERSEDED SURVEY CONTROL
 CS0433
 CS0433  NGVD 29 (??/??/92)  115.945  (m)          380.40   (f) ADJ UNCH    2 0
 CS0433
 CS0433.Superseded values are not recommended for survey control.
 CS0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0433.See file dsdata.txt to determine how the superseded data were derived.
 CS0433
 CS0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA457750(NAD 83)
 CS0433_MARKER: DB = BENCH MARK DISK
 CS0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0433_STAMPING: J 388 1946
 CS0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0433+STABILITY: SURFACE MOTION
 CS0433
 CS0433  HISTORY     - Date     Condition        Report By
 CS0433  HISTORY     - 1946     MONUMENTED       CGS
 CS0433
 CS0433                          STATION DESCRIPTION
 CS0433
 CS0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0433'3.7 MI NE FROM CHATFIELD.
 CS0433'1.0 MILE NORTHEAST ALONG A DIRT ROAD FROM THE METHODIST CHURCH AT
 CS0433'CHATFIELD, THENCE 1.9 MILES NORTH ALONG A DIRT ROAD, THENCE 0.8 MILE
 CS0433'NORTHEAST ALONG A DIRT ROAD TO THE SITE OF THE MARK, AT THE SOUTH
 CS0433'CORNER OF A SCHOOL YARD, 189 FEET SOUTH OF THE SOUTH CORNER OF THE
 CS0433'SCHOOL BUILDING, 180 FEET SOUTHWEST OF THE CENTER OF AN INTERSECTION
 CS0433'WITH A DIRT ROAD LEADING SOUTHEAST, 30 FEET NORTHWEST OF THE CENTER
 CS0433'LINE OF THE ROAD, 20 FEET SOUTH OF POWER NUMBER 7/178, 5 FEET NORTH OF
 CS0433'A FENCE CORNER, 1 FOOT SOUTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK
 CS0433'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 CS0433'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1902 ***********************************************************************
 BY1902  DESIGNATION -  J 389
 BY1902  PID         -  BY1902
 BY1902  STATE/COUNTY-  TX/MADISON
 BY1902  USGS QUAD   -  ELWOOD (1972)
 BY1902
 BY1902                         *CURRENT SURVEY CONTROL
 BY1902  ___________________________________________________________________
 BY1902* NAD 83(1986)-  31 05 20.     (N)    095 48 37.     (W)     SCALED    
 BY1902* NAVD 88     -        83.31   (+/-2cm)     273.3    (feet)  VERTCON   
 BY1902  ___________________________________________________________________
 BY1902  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BY1902
 BY1902  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1902
 BY1902.The horizontal coordinates were scaled from a topographic map and have
 BY1902.an estimated accuracy of +/- 6 seconds.
 BY1902
 BY1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1902.The vertical order pertains to the NGVD 29 superseded value.
 BY1902
 BY1902.The geoid height was determined by GEOID03.
 BY1902
 BY1902;                    North         East    Units  Estimated Accuracy
 BY1902;SPC TX C     - 3,166,430.    1,131,400.      MT  (+/- 180 meters Scaled)
 BY1902
 BY1902                          SUPERSEDED SURVEY CONTROL
 BY1902
 BY1902  NGVD 29 (??/??/92)   83.300  (m)          273.29   (f) ADJ UNCH    2 0
 BY1902
 BY1902.Superseded values are not recommended for survey control.
 BY1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1902.See file dsdata.txt to determine how the superseded data were derived.
 BY1902
 BY1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ319428(NAD 83)
 BY1902_MARKER: DB = BENCH MARK DISK
 BY1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1902_STAMPING: J 389 1947
 BY1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1902+STABILITY: SURFACE MOTION
 BY1902
 BY1902  HISTORY     - Date     Condition        Report By
 BY1902  HISTORY     - 1947     MONUMENTED       CGS
 BY1902
 BY1902                          STATION DESCRIPTION
 BY1902
 BY1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1902'3.5 MI N FROM ELWOOD.
 BY1902'TO REACH FROM THE ELWOOD SCHOOL AT ELWOOD GO EAST 0.6 MILE ALONG STATE
 BY1902'OSR HIGHWAY, THENCE NORTH 2.3 MILES ALONG A GRADED DIRT ROAD, THENCE
 BY1902'NORTHWEST 0.6 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 BY1902'MARK IS 153.4 FEET SOUTH OF THE SOUTHWEST CORNER OF A CHURCH, 44.2
 BY1902'FEET SOUTHEAST OF A FENCE CORNER, 31.1 FEET NORTH OF A FOURTEEN INCH
 BY1902'HICKORY TREE, 27.5 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 BY1902'LINE OF THE ROAD, 1.5 FEET SOUTHWEST OF A FENCE AND 1.5 FEET NORTHWEST
 BY1902'OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP
 BY1902'OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0439 ***********************************************************************
 CS0439  DESIGNATION -  J 390
 CS0439  PID         -  CS0439
 CS0439  STATE/COUNTY-  TX/HENDERSON
 CS0439  USGS QUAD   -  MALAKOFF (1981)
 CS0439
 CS0439                         *CURRENT SURVEY CONTROL
 CS0439  ___________________________________________________________________
 CS0439* NAD 83(1986)-  32 09 33.     (N)    096 05 47.     (W)     SCALED    
 CS0439* NAVD 88     -        95.191  (meters)     312.31   (feet)  ADJUSTED  
 CS0439  ___________________________________________________________________
 CS0439  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0439  DYNAMIC HT  -          95.081 (meters)     311.94  (feet)  COMP
 CS0439  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 CS0439
 CS0439  VERT ORDER  -  SECOND    CLASS 0
 CS0439
 CS0439.The horizontal coordinates were scaled from a topographic map and have
 CS0439.an estimated accuracy of +/- 6 seconds.
 CS0439
 CS0439.The orthometric height was determined by differential leveling
 CS0439.and adjusted by the National Geodetic Survey in June 1991..
 CS0439
 CS0439.The geoid height was determined by GEOID03.
 CS0439
 CS0439.The dynamic height is computed by dividing the NAVD 88
 CS0439.geopotential number by the normal gravity value computed on the
 CS0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0439.degrees latitude (g = 980.6199 gals.).
 CS0439
 CS0439.The modeled gravity was interpolated from observed gravity values.
 CS0439
 CS0439;                    North         East    Units  Estimated Accuracy
 CS0439;SPC TXNC     - 2,057,210.      826,710.      MT  (+/- 180 meters Scaled)
 CS0439
 CS0439                          SUPERSEDED SURVEY CONTROL
 CS0439
 CS0439  NGVD 29 (??/??/92)   95.19   (m)          312.3    (f) COMPUTED    2 0
 CS0439
 CS0439.Superseded values are not recommended for survey control.
 CS0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0439.See file dsdata.txt to determine how the superseded data were derived.
 CS0439
 CS0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA738617(NAD 83)
 CS0439_MARKER: DB = BENCH MARK DISK
 CS0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0439_SP_SET: CULVERT
 CS0439_STAMPING: J 390 1947
 CS0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0439
 CS0439  HISTORY     - Date     Condition        Report By
 CS0439  HISTORY     - 1947     MONUMENTED       CGS
 CS0439  HISTORY     - 19950909 GOOD             USPSQD
 CS0439
 CS0439                          STATION DESCRIPTION
 CS0439
 CS0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0439'1.1 MI NW FROM TRINIDAD.
 CS0439'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 274 FROM THE ST. LOUIS
 CS0439'SOUTHWESTERN RAILWAY STATION AT TRINIDAD, ABOUT IN THE MIDDLE OF A
 CS0439'SMALL FILL, 37 FEET NORTHEAST OF AND ABOUT 5 FEET LOWER THAN THE
 CS0439'CENTER LINE OF THE HIGHWAY, A BRONZE DISK SET IN THE TOP OF THE
 CS0439'NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A 30 INCH CONCRETE
 CS0439'PIPE CULVERT.
 CS0439
 CS0439                          STATION RECOVERY (1995)
 CS0439
 CS0439'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0654 ***********************************************************************
 BZ0654  DESIGNATION -  J 392
 BZ0654  PID         -  BZ0654
 BZ0654  STATE/COUNTY-  TX/NAVARRO
 BZ0654  USGS QUAD   -  DAWSON (1978)
 BZ0654
 BZ0654                         *CURRENT SURVEY CONTROL
 BZ0654  ___________________________________________________________________
 BZ0654* NAD 83(1986)-  31 54 57.     (N)    096 41 12.     (W)     SCALED    
 BZ0654* NAVD 88     -       127.286  (meters)     417.60   (feet)  ADJUSTED  
 BZ0654  ___________________________________________________________________
 BZ0654  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 BZ0654  DYNAMIC HT  -         127.136 (meters)     417.11  (feet)  COMP
 BZ0654  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 BZ0654
 BZ0654  VERT ORDER  -  SECOND    CLASS 0
 BZ0654
 BZ0654.The horizontal coordinates were scaled from a topographic map and have
 BZ0654.an estimated accuracy of +/- 6 seconds.
 BZ0654
 BZ0654.The orthometric height was determined by differential leveling
 BZ0654.and adjusted by the National Geodetic Survey in June 1991..
 BZ0654
 BZ0654.The geoid height was determined by GEOID03.
 BZ0654
 BZ0654.The dynamic height is computed by dividing the NAVD 88
 BZ0654.geopotential number by the normal gravity value computed on the
 BZ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0654.degrees latitude (g = 980.6199 gals.).
 BZ0654
 BZ0654.The modeled gravity was interpolated from observed gravity values.
 BZ0654
 BZ0654;                    North         East    Units  Estimated Accuracy
 BZ0654;SPC TXNC     - 2,029,110.      771,510.      MT  (+/- 180 meters Scaled)
 BZ0654
 BZ0654                          SUPERSEDED SURVEY CONTROL
 BZ0654
 BZ0654  NGVD 29 (??/??/92)  127.266  (m)          417.54   (f) ADJ UNCH    2 0
 BZ0654
 BZ0654.Superseded values are not recommended for survey control.
 BZ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0654.See file dsdata.txt to determine how the superseded data were derived.
 BZ0654
 BZ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA187334(NAD 83)
 BZ0654_MARKER: DB = BENCH MARK DISK
 BZ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0654_STAMPING: J 392 1947
 BZ0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0654+STABILITY: SURFACE MOTION
 BZ0654
 BZ0654  HISTORY     - Date     Condition        Report By
 BZ0654  HISTORY     - 1947     MONUMENTED       CGS
 BZ0654
 BZ0654                          STATION DESCRIPTION
 BZ0654
 BZ0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0654'2.2 MI NE FROM DAWSON.
 BZ0654'2.2 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM THE
 BZ0654'STATION AT DAWSON, AT A PRIVATE ROAD CROSSING WHICH IS AT THE
 BZ0654'SOUTHWEST END OF A CUT, 150.0 FEET SOUTHWEST OF MILE POST 640/0, 47.0
 BZ0654'FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD CROSSING, 44.0 FEET
 BZ0654'NORTHWEST OF THE NORTHWEST RAIL, 28.8 FEET NORTH OF THE FIRST
 BZ0654'TELEPHONE POLE SOUTHWEST OF MILE POST 640/0, 2.6 FEET NORTHEAST OF A
 BZ0654'4X4 MARKER POST, 2.4 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, ABOUT
 BZ0654'LEVEL WITH THE TRACKS.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 BZ0654'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0674 ***********************************************************************
 CS0674  DESIGNATION -  J 393
 CS0674  PID         -  CS0674
 CS0674  STATE/COUNTY-  TX/NAVARRO
 CS0674  USGS QUAD   -  POWELL (1959)
 CS0674
 CS0674                         *CURRENT SURVEY CONTROL
 CS0674  ___________________________________________________________________
 CS0674* NAD 83(1986)-  32 05 14.     (N)    096 18 10.     (W)     SCALED    
 CS0674* NAVD 88     -       109.522  (meters)     359.32   (feet)  ADJUSTED  
 CS0674  ___________________________________________________________________
 CS0674  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0674  DYNAMIC HT  -         109.394 (meters)     358.90  (feet)  COMP
 CS0674  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 CS0674
 CS0674  VERT ORDER  -  SECOND    CLASS 0
 CS0674
 CS0674.The horizontal coordinates were scaled from a topographic map and have
 CS0674.an estimated accuracy of +/- 6 seconds.
 CS0674
 CS0674.The orthometric height was determined by differential leveling
 CS0674.and adjusted by the National Geodetic Survey in June 1991..
 CS0674
 CS0674.The geoid height was determined by GEOID03.
 CS0674
 CS0674.The dynamic height is computed by dividing the NAVD 88
 CS0674.geopotential number by the normal gravity value computed on the
 CS0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0674.degrees latitude (g = 980.6199 gals.).
 CS0674
 CS0674.The modeled gravity was interpolated from observed gravity values.
 CS0674
 CS0674;                    North         East    Units  Estimated Accuracy
 CS0674;SPC TXNC     - 2,048,810.      807,410.      MT  (+/- 180 meters Scaled)
 CS0674
 CS0674                          SUPERSEDED SURVEY CONTROL
 CS0674
 CS0674  NGVD 29 (??/??/92)  109.521  (m)          359.32   (f) ADJ UNCH    2 0
 CS0674
 CS0674.Superseded values are not recommended for survey control.
 CS0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0674.See file dsdata.txt to determine how the superseded data were derived.
 CS0674
 CS0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA545532(NAD 83)
 CS0674_MARKER: DB = BENCH MARK DISK
 CS0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0674_STAMPING: J 393 1947
 CS0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0674+STABILITY: SURFACE MOTION
 CS0674
 CS0674  HISTORY     - Date     Condition        Report By
 CS0674  HISTORY     - 1947     MONUMENTED       CGS
 CS0674
 CS0674                          STATION DESCRIPTION
 CS0674
 CS0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0674'IN ELM FLAT.
 CS0674'75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF ELM FLAT SCHOOL, 24 FEET
 CS0674'WEST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTH OF THE CENTER OF A
 CS0674'SMALL DITCH, 2 FEET SOUTH OF A 4X4 MARKER POST.  A BRONZE DISK SET IN
 CS0674'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0415 ***********************************************************************
 FL0415  DESIGNATION -  J 393
 FL0415  PID         -  FL0415
 FL0415  STATE/COUNTY-  TX/GRAY
 FL0415  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0415
 FL0415                         *CURRENT SURVEY CONTROL
 FL0415  ___________________________________________________________________
 FL0415* NAD 83(1986)-  35 18 03.     (N)    100 41 54.     (W)     SCALED    
 FL0415* NAVD 88     -       852.828  (meters)    2797.99   (feet)  ADJUSTED  
 FL0415  ___________________________________________________________________
 FL0415  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FL0415  DYNAMIC HT  -         851.917 (meters)    2795.00  (feet)  COMP
 FL0415  MODELED GRAV-     979,535.5   (mgal)                       NAVD 88
 FL0415
 FL0415  VERT ORDER  -  SECOND    CLASS 0
 FL0415
 FL0415.The horizontal coordinates were scaled from a topographic map and have
 FL0415.an estimated accuracy of +/- 6 seconds.
 FL0415
 FL0415.The orthometric height was determined by differential leveling
 FL0415.and adjusted by the National Geodetic Survey in June 1991..
 FL0415
 FL0415.The geoid height was determined by GEOID03.
 FL0415
 FL0415.The dynamic height is computed by dividing the NAVD 88
 FL0415.geopotential number by the normal gravity value computed on the
 FL0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0415.degrees latitude (g = 980.6199 gals.).
 FL0415
 FL0415.The modeled gravity was interpolated from observed gravity values.
 FL0415
 FL0415;                    North         East    Units  Estimated Accuracy
 FL0415;SPC TX N     - 1,144,610.      272,910.      MT  (+/- 180 meters Scaled)
 FL0415
 FL0415                          SUPERSEDED SURVEY CONTROL
 FL0415
 FL0415  NGVD 29 (??/??/92)  852.480  (m)         2796.84   (f) ADJ UNCH    2 0
 FL0415
 FL0415.Superseded values are not recommended for survey control.
 FL0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0415.See file dsdata.txt to determine how the superseded data were derived.
 FL0415
 FL0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE455077(NAD 83)
 FL0415_MARKER: DB = BENCH MARK DISK
 FL0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0415_STAMPING: J 393 1943
 FL0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0415+STABILITY: SURFACE MOTION
 FL0415
 FL0415  HISTORY     - Date     Condition        Report By
 FL0415  HISTORY     - 1943     MONUMENTED       CGS
 FL0415
 FL0415                          STATION DESCRIPTION
 FL0415
 FL0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0415'12.7 MI SE FROM LEFORS.
 FL0415'7.3 MILES SOUTHEAST ALONG STATE HIGHWAY 273 FROM THE POST OFFICE AT
 FL0415'LEFORS, THENCE 5.4 MILES SOUTH ALONG THE ALANREED ROAD.  0.1 MILE
 FL0415'NORTH OF A CURVE, 45 FEET SOUTH OF A PIPE LINE CROSSING THE ROAD, 20
 FL0415'FEET WEST OF THE CENTERLINE OF THE ROAD, 2.5 FEET WEST OF A FENCE
 FL0415'LINE, AND 1-1/2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 FL0415'DISK, STAMPED J 393 1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1007 ***********************************************************************
 CS1007  DESIGNATION -  J 394
 CS1007  PID         -  CS1007
 CS1007  STATE/COUNTY-  TX/DALLAS
 CS1007  USGS QUAD   -  IRVING (1981)
 CS1007
 CS1007                         *CURRENT SURVEY CONTROL
 CS1007  ___________________________________________________________________
 CS1007* NAD 83(1986)-  32 51 30.     (N)    096 52 49.     (W)     SCALED    
 CS1007* NAVD 88     -       131.811  (meters)     432.45   (feet)  ADJUSTED  
 CS1007  ___________________________________________________________________
 CS1007  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CS1007  DYNAMIC HT  -         131.661 (meters)     431.96  (feet)  COMP
 CS1007  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 CS1007
 CS1007  VERT ORDER  -  FIRST     CLASS II
 CS1007
 CS1007.The horizontal coordinates were scaled from a topographic map and have
 CS1007.an estimated accuracy of +/- 6 seconds.
 CS1007
 CS1007.The orthometric height was determined by differential leveling
 CS1007.and adjusted by the National Geodetic Survey in June 1991..
 CS1007
 CS1007.The geoid height was determined by GEOID03.
 CS1007
 CS1007.The dynamic height is computed by dividing the NAVD 88
 CS1007.geopotential number by the normal gravity value computed on the
 CS1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1007.degrees latitude (g = 980.6199 gals.).
 CS1007
 CS1007.The modeled gravity was interpolated from observed gravity values.
 CS1007
 CS1007;                    North         East    Units  Estimated Accuracy
 CS1007;SPC TXNC     - 2,133,310.      751,590.      MT  (+/- 180 meters Scaled)
 CS1007
 CS1007                          SUPERSEDED SURVEY CONTROL
 CS1007
 CS1007  NGVD 29 (??/??/92)  131.823  (m)          432.49   (f) ADJ UNCH    1 2
 CS1007
 CS1007.Superseded values are not recommended for survey control.
 CS1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1007.See file dsdata.txt to determine how the superseded data were derived.
 CS1007
 CS1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB983375(NAD 83)
 CS1007_MARKER: DD = SURVEY DISK
 CS1007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1007_SP_SET: CONCRETE BLOCK
 CS1007_STAMPING: J 394 1947 2Y
 CS1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1007
 CS1007  HISTORY     - Date     Condition        Report By
 CS1007  HISTORY     - 1947     MONUMENTED       TX1730
 CS1007  HISTORY     - 1958     GOOD             NGS
 CS1007  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 CS1007
 CS1007                          STATION DESCRIPTION
 CS1007
 CS1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1007'7.5 MI NW FROM DALLAS.
 CS1007'ABOUT 7.5 MILES AIRLINE NORTHWEST OF THE DALLAS COUNTY COURT HOUSE IN
 CS1007'DALLAS, AT THE TRAFFIC CIRCLE AT THE JUNCTION OF LOOP 12, AND HIGHWAYS
 CS1007'NOS. 77, 114 AND 183.  IT IS IN THE SAFETY ISLAND BETWEEN THE EAST AND
 CS1007'WEST TRAFFIC LANES OF LOOP NO. 12, DUE EAST OF THE CENTER OF THE
 CS1007'CIRCLE, NEAR THE NORTH CORNER OF THE TRAFFIC ISLAND, 12 FEET SOUTH OF
 CS1007'THE SOUTH CURB OF THE WEST BOUND LANE OF LOOP 12 AND 12 FEET EAST OF
 CS1007'THE EAST CURB OF THE TRAFFIC CIRCLE.  A CITY OF DALLAS DISK IN AN 18
 CS1007'INCH SQUARE BLOCK OF CONCRETE, FLUSH WITH THE SURFACE OF THE GROUND.
 CS1007
 CS1007                          STATION RECOVERY (2005)
 CS1007
 CS1007'RECOVERY NOTE BY US POWER SQUADRON 2005 (HBD)
 CS1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1056 ***********************************************************************
 CS1056  DESIGNATION -  J 395
 CS1056  PID         -  CS1056
 CS1056  STATE/COUNTY-  TX/DALLAS
 CS1056  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1056
 CS1056                         *CURRENT SURVEY CONTROL
 CS1056  ___________________________________________________________________
 CS1056* NAD 83(1986)-  32 47 34.     (N)    096 43 54.     (W)     SCALED    
 CS1056* NAVD 88     -       128.642  (meters)     422.05   (feet)  ADJUSTED  
 CS1056  ___________________________________________________________________
 CS1056  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CS1056  DYNAMIC HT  -         128.496 (meters)     421.57  (feet)  COMP
 CS1056  MODELED GRAV-     979,505.0   (mgal)                       NAVD 88
 CS1056
 CS1056  VERT ORDER  -  FIRST     CLASS II
 CS1056
 CS1056.The horizontal coordinates were scaled from a topographic map and have
 CS1056.an estimated accuracy of +/- 6 seconds.
 CS1056
 CS1056.The orthometric height was determined by differential leveling
 CS1056.and adjusted by the National Geodetic Survey in June 1991..
 CS1056
 CS1056.The geoid height was determined by GEOID03.
 CS1056
 CS1056.The dynamic height is computed by dividing the NAVD 88
 CS1056.geopotential number by the normal gravity value computed on the
 CS1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1056.degrees latitude (g = 980.6199 gals.).
 CS1056
 CS1056.The modeled gravity was interpolated from observed gravity values.
 CS1056
 CS1056;                    North         East    Units  Estimated Accuracy
 CS1056;SPC TXNC     - 2,126,270.      765,610.      MT  (+/- 180 meters Scaled)
 CS1056
 CS1056                          SUPERSEDED SURVEY CONTROL
 CS1056
 CS1056  NGVD 29 (??/??/92)  128.651  (m)          422.08   (f) ADJ UNCH    1 2
 CS1056
 CS1056.Superseded values are not recommended for survey control.
 CS1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1056.See file dsdata.txt to determine how the superseded data were derived.
 CS1056
 CS1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB124305(NAD 83)
 CS1056_MARKER: DD = SURVEY DISK
 CS1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1056_STAMPING: J 395 1947 1 P
 CS1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1056+STABILITY: SURFACE MOTION
 CS1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1056+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 CS1056
 CS1056  HISTORY     - Date     Condition        Report By
 CS1056  HISTORY     - 1947     MONUMENTED       TX1730
 CS1056  HISTORY     - 1947     GOOD             NGS
 CS1056  HISTORY     - 1958     GOOD             NGS
 CS1056  HISTORY     - 1984     GOOD             USPSQD
 CS1056  HISTORY     - 1987     GOOD             USPSQD
 CS1056  HISTORY     - 20031028 GOOD             TXDOT
 CS1056
 CS1056                          STATION DESCRIPTION
 CS1056
 CS1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1056'IN DALLAS.
 CS1056'AT DALLAS, AT THE INTERSECTION OF THE BELT LINE RAILROAD AND SAMUELL
 CS1056'BLVD. (U.S. HIGHWAY NO.80), 25.0 FEET SOUTH OF AND ABOUT 0.5 FOOT
 CS1056'HIGHER THAN THE CENTER LINE OF SAMUELL BLVD., 11.7 FEET WEST OF THE
 CS1056'CENTER LINE OF THE RAILROAD AND 1.5 FEET WEST OF THE WEST END OF THE
 CS1056'SOUTH ABUTEMENT OF THE UNDERPASS.  A BRONZE DISK SET IN THE TOP OF A
 CS1056'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 CS1056
 CS1056                          STATION RECOVERY (1958)
 CS1056
 CS1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1056'RECOVERED IN GOOD CONDITION.
 CS1056
 CS1056                          STATION RECOVERY (1984)
 CS1056
 CS1056'RECOVERY NOTE BY US POWER SQUADRON 1984
 CS1056'RECOVERED IN GOOD CONDITION.
 CS1056
 CS1056                          STATION RECOVERY (1987)
 CS1056
 CS1056'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1056'RECOVERED IN GOOD CONDITION.
 CS1056
 CS1056                          STATION RECOVERY (2003)
 CS1056
 CS1056'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (MAE)
 CS1056'J 395 RECOVERED AS DESCRIBED 1 FOOT NORTH OF SOUTH ABUTMENT OF
 CS1056'RAILROAD OVERPASS, SET IN SIDEWALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0561 ***********************************************************************
 CR0561  DESIGNATION -  J 396
 CR0561  PID         -  CR0561
 CR0561  STATE/COUNTY-  TX/HENDERSON
 CR0561  USGS QUAD   -  CROSS ROADS (1984)
 CR0561
 CR0561                         *CURRENT SURVEY CONTROL
 CR0561  ___________________________________________________________________
 CR0561* NAD 83(1986)-  32 04 58.     (N)    095 55 13.     (W)     SCALED    
 CR0561* NAVD 88     -       142.772  (meters)     468.41   (feet)  ADJUSTED  
 CR0561  ___________________________________________________________________
 CR0561  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0561  DYNAMIC HT  -         142.605 (meters)     467.86  (feet)  COMP
 CR0561  MODELED GRAV-     979,469.5   (mgal)                       NAVD 88
 CR0561
 CR0561  VERT ORDER  -  SECOND    CLASS 0
 CR0561
 CR0561.The horizontal coordinates were scaled from a topographic map and have
 CR0561.an estimated accuracy of +/- 6 seconds.
 CR0561
 CR0561.The orthometric height was determined by differential leveling
 CR0561.and adjusted by the National Geodetic Survey in June 1991..
 CR0561
 CR0561.The geoid height was determined by GEOID03.
 CR0561
 CR0561.The dynamic height is computed by dividing the NAVD 88
 CR0561.geopotential number by the normal gravity value computed on the
 CR0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0561.degrees latitude (g = 980.6199 gals.).
 CR0561
 CR0561.The modeled gravity was interpolated from observed gravity values.
 CR0561
 CR0561;                    North         East    Units  Estimated Accuracy
 CR0561;SPC TXNC     - 2,049,130.      843,530.      MT  (+/- 180 meters Scaled)
 CR0561
 CR0561                          SUPERSEDED SURVEY CONTROL
 CR0561
 CR0561  NGVD 29 (??/??/92)  142.774  (m)          468.42   (f) ADJ UNCH    2 0
 CR0561
 CR0561.Superseded values are not recommended for survey control.
 CR0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0561.See file dsdata.txt to determine how the superseded data were derived.
 CR0561
 CR0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR243533(NAD 83)
 CR0561_MARKER: DB = BENCH MARK DISK
 CR0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0561_STAMPING: J 396 1947
 CR0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0561+STABILITY: SURFACE MOTION
 CR0561
 CR0561  HISTORY     - Date     Condition        Report By
 CR0561  HISTORY     - 1947     MONUMENTED       CGS
 CR0561  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0561
 CR0561                          STATION DESCRIPTION
 CR0561
 CR0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0561'4.9 MI E FROM CROSS ROADS.
 CR0561'4.0 MILES NORTHEAST ALONG FARM HIGHWAY 59 FROM CROSS ROADS SCHOOL,
 CR0561'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD TO THE SITE OF THE MARK, AT A
 CR0561'POINT WHERE THE ROAD TURNS EAST, 80 FEET SOUTHWEST OF THE SOUTHWEST
 CR0561'CORNER OF AN UNPAINTED FRAME HOUSE, 44 FEET SOUTH OF THE CENTER LINE
 CR0561'OF THE ROAD, 14 FEET WEST OF A POWER POLE, 12 FEET NORTHEAST OF A 24
 CR0561'INCH CEDAR TREE, 2 FEET WEST OF A 4X4 MARKER POST.  A BRONZE DISK SET
 CR0561'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 CR0561'GROUND.
 CR0561
 CR0561                          STATION RECOVERY (1977)
 CR0561
 CR0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0778 ***********************************************************************
 CS0778  DESIGNATION -  J 397
 CS0778  PID         -  CS0778
 CS0778  STATE/COUNTY-  TX/ELLIS
 CS0778  USGS QUAD   -  ENNIS WEST (1978)
 CS0778
 CS0778                         *CURRENT SURVEY CONTROL
 CS0778  ___________________________________________________________________
 CS0778* NAD 83(1986)-  32 22 02.     (N)    096 38 00.     (W)     SCALED    
 CS0778* NAVD 88     -       154.839  (meters)     508.00   (feet)  ADJUSTED  
 CS0778  ___________________________________________________________________
 CS0778  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CS0778  DYNAMIC HT  -         154.659 (meters)     507.41  (feet)  COMP
 CS0778  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 CS0778
 CS0778  VERT ORDER  -  SECOND    CLASS 0
 CS0778
 CS0778.The horizontal coordinates were scaled from a topographic map and have
 CS0778.an estimated accuracy of +/- 6 seconds.
 CS0778
 CS0778.The orthometric height was determined by differential leveling
 CS0778.and adjusted by the National Geodetic Survey in June 1991..
 CS0778
 CS0778.The geoid height was determined by GEOID03.
 CS0778
 CS0778.The dynamic height is computed by dividing the NAVD 88
 CS0778.geopotential number by the normal gravity value computed on the
 CS0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0778.degrees latitude (g = 980.6199 gals.).
 CS0778
 CS0778.The modeled gravity was interpolated from observed gravity values.
 CS0778
 CS0778;                    North         East    Units  Estimated Accuracy
 CS0778;SPC TXNC     - 2,079,250.      775,660.      MT  (+/- 180 meters Scaled)
 CS0778
 CS0778                          SUPERSEDED SURVEY CONTROL
 CS0778
 CS0778  NGVD 29 (??/??/92)  154.835  (m)          507.99   (f) ADJ UNCH    2 0
 CS0778
 CS0778.Superseded values are not recommended for survey control.
 CS0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0778.See file dsdata.txt to determine how the superseded data were derived.
 CS0778
 CS0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA226836(NAD 83)
 CS0778_MARKER: DB = BENCH MARK DISK
 CS0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0778_STAMPING: J 397 1947
 CS0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0778+STABILITY: SURFACE MOTION
 CS0778
 CS0778  HISTORY     - Date     Condition        Report By
 CS0778  HISTORY     - 1947     MONUMENTED       CGS
 CS0778
 CS0778                          STATION DESCRIPTION
 CS0778
 CS0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0778'2.9 MI N FROM ENNIS.
 CS0778'1.9 MILE NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE JUNCTION OF U.S.
 CS0778'HIGHWAY NO.75 AND STATE HIGHWAY NO.34 AT ENNIS, TO A CONCRETE OVER
 CS0778'PASS WHICH IS OVER AN OLD ABANDONED TEXAS AND NEW ORLEANS RAILROAD
 CS0778'RIGHT-OF-WAY, THENCE 1.0 MILE NORTHEAST ALONG THE ABANDONED RAILROAD
 CS0778'BED, BENCH MARK IS 0.3 MILE SOUTHWEST OF A DIRT ROAD CROSSING, 6 POLES
 CS0778'NORTH OF A DEEP WASH ACROSS THE OLD RAILROAD BED, 3 POLES SOUTH OF A
 CS0778'GUY WIRE BRACED POLE WHICH IS AT AN ANGLE IN THE TELEPHONE LINE,
 CS0778'DIRECTLY ACROSS THE OLD RIGHT-OF-WAY FROM A FENCE CORNER, 41.0 FEET
 CS0778'EAST OF THE CENTER OF THE OLD RAILROAD BED, 9.5 FEET NORTH OF A
 CS0778'TELEPHONE POLE, 3.0 FEET WEST OF A REFERENCE POST, SET IN A CONCRETE
 CS0778'POST ABOUT 3 FEET ABOVE THE OLD RAILROAD BED AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2350 ***********************************************************************
 BY2350  DESIGNATION -  J 398
 BY2350  PID         -  BY2350
 BY2350  STATE/COUNTY-  TX/ANDERSON
 BY2350  USGS QUAD   -  LONG LAKE (1964)
 BY2350
 BY2350                         *CURRENT SURVEY CONTROL
 BY2350  ___________________________________________________________________
 BY2350* NAD 83(1986)-  31 44 08.     (N)    095 46 04.     (W)     SCALED    
 BY2350* NAVD 88     -        89.815  (meters)     294.67   (feet)  ADJUSTED  
 BY2350  ___________________________________________________________________
 BY2350  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BY2350  DYNAMIC HT  -          89.706 (meters)     294.31  (feet)  COMP
 BY2350  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 BY2350
 BY2350  VERT ORDER  -  SECOND    CLASS 0
 BY2350
 BY2350.The horizontal coordinates were scaled from a topographic map and have
 BY2350.an estimated accuracy of +/- 6 seconds.
 BY2350
 BY2350.The orthometric height was determined by differential leveling
 BY2350.and adjusted by the National Geodetic Survey in June 1991..
 BY2350
 BY2350.The geoid height was determined by GEOID03.
 BY2350
 BY2350.The dynamic height is computed by dividing the NAVD 88
 BY2350.geopotential number by the normal gravity value computed on the
 BY2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2350.degrees latitude (g = 980.6199 gals.).
 BY2350
 BY2350.The modeled gravity was interpolated from observed gravity values.
 BY2350
 BY2350;                    North         East    Units  Estimated Accuracy
 BY2350;SPC TX C     - 3,238,230.    1,132,510.      MT  (+/- 180 meters Scaled)
 BY2350
 BY2350                          SUPERSEDED SURVEY CONTROL
 BY2350
 BY2350  NGVD 29 (??/??/92)   89.787  (m)          294.58   (f) ADJ UNCH    2 0
 BY2350
 BY2350.Superseded values are not recommended for survey control.
 BY2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2350.See file dsdata.txt to determine how the superseded data were derived.
 BY2350
 BY2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR377144(NAD 83)
 BY2350_MARKER: DB = BENCH MARK DISK
 BY2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2350_STAMPING: J 398 1947
 BY2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2350+STABILITY: SURFACE MOTION
 BY2350
 BY2350  HISTORY     - Date     Condition        Report By
 BY2350  HISTORY     - 1947     MONUMENTED       CGS
 BY2350
 BY2350                          STATION DESCRIPTION
 BY2350
 BY2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2350'4.2 MI NW FROM TUCKER.
 BY2350'ALONG A GRADED COUNTY ROAD LEADING TO TENNESSEE COLONY, 4.2 MILES
 BY2350'NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION SIGNBOARD TUCKER,
 BY2350'IN WOODED SECTION, 50 FEET NORTH OF THE CENTER OF THE ROAD, 34 FEET
 BY2350'NORTH OF A GROUP OF MAIL BOXES, 17 FEET SOUTH OF A WIRE FENCE, 2 FEET
 BY2350'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2281 ***********************************************************************
 BY2281  DESIGNATION -  J 399
 BY2281  PID         -  BY2281
 BY2281  STATE/COUNTY-  TX/ANDERSON
 BY2281  USGS QUAD   -  CAYUGA (1982)
 BY2281
 BY2281                         *CURRENT SURVEY CONTROL
 BY2281  ___________________________________________________________________
 BY2281* NAD 83(1986)-  31 58 34.     (N)    095 55 09.     (W)     SCALED    
 BY2281* NAVD 88     -       151.610  (meters)     497.41   (feet)  ADJUSTED  
 BY2281  ___________________________________________________________________
 BY2281  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BY2281  DYNAMIC HT  -         151.431 (meters)     496.82  (feet)  COMP
 BY2281  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 BY2281
 BY2281  VERT ORDER  -  SECOND    CLASS 0
 BY2281
 BY2281.The horizontal coordinates were scaled from a topographic map and have
 BY2281.an estimated accuracy of +/- 6 seconds.
 BY2281
 BY2281.The orthometric height was determined by differential leveling
 BY2281.and adjusted by the National Geodetic Survey in June 1991..
 BY2281
 BY2281.The geoid height was determined by GEOID03.
 BY2281
 BY2281.The dynamic height is computed by dividing the NAVD 88
 BY2281.geopotential number by the normal gravity value computed on the
 BY2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2281.degrees latitude (g = 980.6199 gals.).
 BY2281
 BY2281.The modeled gravity was interpolated from observed gravity values.
 BY2281
 BY2281;                    North         East    Units  Estimated Accuracy
 BY2281;SPC TX C     - 3,264,310.    1,117,120.      MT  (+/- 180 meters Scaled)
 BY2281
 BY2281                          SUPERSEDED SURVEY CONTROL
 BY2281
 BY2281  NGVD 29 (??/??/92)  151.605  (m)          497.39   (f) ADJ UNCH    2 0
 BY2281
 BY2281.Superseded values are not recommended for survey control.
 BY2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2281.See file dsdata.txt to determine how the superseded data were derived.
 BY2281
 BY2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR241415(NAD 83)
 BY2281_MARKER: DB = BENCH MARK DISK
 BY2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2281_STAMPING: J 399 1947
 BY2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2281+STABILITY: SURFACE MOTION
 BY2281
 BY2281  HISTORY     - Date     Condition        Report By
 BY2281  HISTORY     - 1947     MONUMENTED       CGS
 BY2281  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2281
 BY2281                          STATION DESCRIPTION
 BY2281
 BY2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2281'4.5 MI NE FROM CAYUGA.
 BY2281'ALONG A NARROW OIL ROAD, 1.1 MILES NORTH THENCE 3.4 MILES EAST OF
 BY2281'CAYUGA POST OFFICE, AT THE TOP OF A HILL, 34 FEET SOUTH OF THE CENTER
 BY2281'OF THE ROAD, 5 FEET NORTH OF A WIRE FENCE, 3 FEET EAST OF WITNESS
 BY2281'POST.
 BY2281
 BY2281                          STATION RECOVERY (1977)
 BY2281
 BY2281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0026 ***********************************************************************
 AB0026  DESIGNATION -  J 4
 AB0026  PID         -  AB0026
 AB0026  STATE/COUNTY-  TX/CAMERON
 AB0026  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0026
 AB0026                         *CURRENT SURVEY CONTROL
 AB0026  ___________________________________________________________________
 AB0026* NAD 83(1986)-  25 54 56.     (N)    097 27 05.     (W)     SCALED    
 AB0026* NAVD 88     -         8.152  (meters)      26.75   (feet)  ADJUSTED  
 AB0026  ___________________________________________________________________
 AB0026  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AB0026  DYNAMIC HT  -           8.139 (meters)      26.70  (feet)  COMP
 AB0026  MODELED GRAV-     979,031.6   (mgal)                       NAVD 88
 AB0026
 AB0026  VERT ORDER  -  SECOND    CLASS 0
 AB0026
 AB0026.The horizontal coordinates were scaled from a topographic map and have
 AB0026.an estimated accuracy of +/- 6 seconds.
 AB0026
 AB0026.The orthometric height was determined by differential leveling
 AB0026.and adjusted by the National Geodetic Survey in June 1991..
 AB0026
 AB0026.The geoid height was determined by GEOID03.
 AB0026
 AB0026.The dynamic height is computed by dividing the NAVD 88
 AB0026.geopotential number by the normal gravity value computed on the
 AB0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0026.degrees latitude (g = 980.6199 gals.).
 AB0026
 AB0026.The modeled gravity was interpolated from observed gravity values.
 AB0026
 AB0026;                    North         East    Units  Estimated Accuracy
 AB0026;SPC TX S     - 5,028,010.      405,070.      MT  (+/- 180 meters Scaled)
 AB0026
 AB0026                          SUPERSEDED SURVEY CONTROL
 AB0026
 AB0026  NGVD 29 (??/??/92)    8.23   (m)           27.0    (f) COMPUTED    2 0
 AB0026
 AB0026.Superseded values are not recommended for survey control.
 AB0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0026.See file dsdata.txt to determine how the superseded data were derived.
 AB0026
 AB0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP551672(NAD 83)
 AB0026_MARKER: DD = SURVEY DISK
 AB0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0026_SP_SET: BRIDGE
 AB0026_STAMPING: J 4 26.96
 AB0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0026
 AB0026  HISTORY     - Date     Condition        Report By
 AB0026  HISTORY     - UNK      MONUMENTED
 AB0026  HISTORY     - 1950     GOOD             NGS
 AB0026  HISTORY     - 1982     GOOD             NGS
 AB0026  HISTORY     - 1990     GOOD             USPSQD
 AB0026
 AB0026                          STATION DESCRIPTION
 AB0026
 AB0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0026'3.4 MI NE FROM BROWNSVILLE.
 AB0026'TO REACH FROM INTERSECTION OF TEXAS STATE HIGHWAYS NO 4(E 14TH STREET)
 AB0026'AND NO. 48 (BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED E. 1.0 MILE ON
 AB0026'HIGHWAY NO. 4 TO A SMALL CONCRETE BRIDGE AND SITE OF MARK. BENCH MARK
 AB0026'IS SET HORIZONTALLY IN THE CENTER OF THE TOP OF THE N. HEADWALL OF THE
 AB0026'BRIDGE, 17 FT. N. OF AND APPROXIMATELY THE SAME ELEVATION AS THE
 AB0026'CENTERLINE OF THE HIGHWAY.  A CAMERON COUNTY DISK SET IN DRILL HOLE.
 AB0026
 AB0026                          STATION RECOVERY (1982)
 AB0026
 AB0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0026'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE INTERSECTION OF
 AB0026'HIGHWAY 48 AT AT BROWNSVILLE, CAMERON COUNTY, 0.2 MILES EAST OF A
 AB0026'CURVE IN THE HIGHWAY, AT A CONCRETE BRIDGE OVER RESACA DE LA PALMA,
 AB0026'IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL. 17 FEET SOUTH OF THE
 AB0026'CENTERLINE OF THE HIGHWAY AND LEVEL WITH THE HIGHWAY.
 AB0026
 AB0026                          STATION RECOVERY (1990)
 AB0026
 AB0026'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0433 ***********************************************************************
 BZ0433  DESIGNATION -  J 4= PTS 15 B USGS
 BZ0433  PID         -  BZ0433
 BZ0433  STATE/COUNTY-  TX/LEON
 BZ0433  USGS QUAD   -  NORMANGEE (1982)
 BZ0433
 BZ0433                         *CURRENT SURVEY CONTROL
 BZ0433  ___________________________________________________________________
 BZ0433* NAD 83(1986)-  31 01 48.     (N)    096 06 52.     (W)     SCALED    
 BZ0433* NAVD 88     -       113.97   (+/-2cm)     373.9    (feet)  VERTCON   
 BZ0433  ___________________________________________________________________
 BZ0433  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BZ0433
 BZ0433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0433
 BZ0433.The horizontal coordinates were scaled from a topographic map and have
 BZ0433.an estimated accuracy of +/- 6 seconds.
 BZ0433
 BZ0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0433.The vertical order pertains to the NGVD 29 superseded value.
 BZ0433
 BZ0433.The geoid height was determined by GEOID03.
 BZ0433
 BZ0433;                    North         East    Units  Estimated Accuracy
 BZ0433;SPC TX C     - 3,158,770.    1,102,650.      MT  (+/- 180 meters Scaled)
 BZ0433
 BZ0433                          SUPERSEDED SURVEY CONTROL
 BZ0433
 BZ0433  NGVD 29 (??/??/92)  113.951  (m)          373.85   (f) ADJ UNCH    2 0
 BZ0433
 BZ0433.Superseded values are not recommended for survey control.
 BZ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0433.See file dsdata.txt to determine how the superseded data were derived.
 BZ0433
 BZ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV754365(NAD 83)
 BZ0433_MARKER: DB = BENCH MARK DISK
 BZ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0433_STAMPING: 373.579 PRIM TRAV STA NO 15 B 1924 J 4 1925
 BZ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0433+STABILITY: SURFACE MOTION
 BZ0433
 BZ0433  HISTORY     - Date     Condition        Report By
 BZ0433  HISTORY     - 1925     MONUMENTED       USGS
 BZ0433  HISTORY     - 1947     GOOD             NGS
 BZ0433
 BZ0433                          STATION DESCRIPTION
 BZ0433
 BZ0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0433'IN NORMANGEE.
 BZ0433'AT NORMANGEE, ABOUT 74 YARDS NORTHWEST OF THE BURLINGTON-ROCK ISLAND
 BZ0433'RAILROAD STATION, AT THE NORTHEAST CORNER OF THE INTERSECTION OF FM
 BZ0433'HIGHWAY NO.3 AND FM HIGHWAY NO.39, 50.6 FEET NORTH OF AND ABOUT LEVEL
 BZ0433'WITH THE CENTER LINE OF FM HIGHWAY NO.3, 20.5 FEET EAST OF THE CENTER
 BZ0433'LINE OF FM HIGHWAY NO.39, 12.5 FEET NORTH OF THE NORTH END OF THE EAST
 BZ0433'HEADWALL OF A CONCRETE CULVERT AND 1.0 FOOT SOUTH OF A 4 X 4 IN.
 BZ0433'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0433'PROJECTS ABOUT 9 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0027 ***********************************************************************
 AB0027  DESIGNATION -  J 4 RESET
 AB0027  PID         -  AB0027
 AB0027  STATE/COUNTY-  TX/CAMERON
 AB0027  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0027
 AB0027                         *CURRENT SURVEY CONTROL
 AB0027  ___________________________________________________________________
 AB0027* NAD 83(1986)-  25 54 56.     (N)    097 27 05.     (W)     SCALED    
 AB0027* NAVD 88     -         7.90   (+/-2cm)      25.9    (feet)  VERTCON   
 AB0027  ___________________________________________________________________
 AB0027  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AB0027
 AB0027  VERT ORDER  -  THIRD (See Below)
 AB0027
 AB0027.The horizontal coordinates were scaled from a topographic map and have
 AB0027.an estimated accuracy of +/- 6 seconds.
 AB0027
 AB0027.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0027.The vertical order pertains to the NGVD 29 superseded value.
 AB0027
 AB0027.The geoid height was determined by GEOID03.
 AB0027
 AB0027;                    North         East    Units  Estimated Accuracy
 AB0027;SPC TX S     - 5,028,010.      405,070.      MT  (+/- 180 meters Scaled)
 AB0027
 AB0027                          SUPERSEDED SURVEY CONTROL
 AB0027
 AB0027  NGVD 29 (??/??/??)    7.99   (m)           26.2    (f) RESET       3  
 AB0027
 AB0027.Superseded values are not recommended for survey control.
 AB0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0027.See file dsdata.txt to determine how the superseded data were derived.
 AB0027
 AB0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP551672(NAD 83)
 AB0027_MARKER: DD = SURVEY DISK
 AB0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0027_SP_SET: BRIDGE
 AB0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0027
 AB0027  HISTORY     - Date     Condition        Report By
 AB0027  HISTORY     - UNK      MONUMENTED
 AB0027  HISTORY     - 1951     GOOD             NGS
 AB0027  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0027
 AB0027                          STATION DESCRIPTION
 AB0027
 AB0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0027'2.0 MI E FROM BROWNSVILLE.
 AB0027'1.0 MILE NORTHEAST AND 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 4 FROM
 AB0027'THE INTERSECTION OF SOUTHMOST ROAD AT BROWNSVILLE, CAMERON COUNTY, 0.2
 AB0027'MILES EAST OF A CURVE IN THE HIGHWAY, AT A SMALL CONCRETE BRIDGE, IN
 AB0027'THE CENTER OF THE TOP OF THE NORTH HEADWALL, 17 FEET NORTH OF THE
 AB0027'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  NOTE-- BRASS
 AB0027'TABLET IN SOUTH HEADWALL OF TWO 8 X 10 X 88 FT. REINF. CONCRETE
 AB0027'CULVERT STATION 51+25 MILEPOST 3.1.
 AB0027
 AB0027                          STATION RECOVERY (1990)
 AB0027
 AB0027'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0064 ***********************************************************************
 AB0064  DESIGNATION -  J 40
 AB0064  PID         -  AB0064
 AB0064  STATE/COUNTY-  TX/CAMERON
 AB0064  USGS QUAD   -  PALMITO HILL (1983)
 AB0064
 AB0064                         *CURRENT SURVEY CONTROL
 AB0064  ___________________________________________________________________
 AB0064* NAD 83(1986)-  25 57 44.     (N)    097 17 11.     (W)     SCALED    
 AB0064* NAVD 88     -         2.734  (meters)       8.97   (feet)  ADJUSTED  
 AB0064  ___________________________________________________________________
 AB0064  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 AB0064  DYNAMIC HT  -           2.730 (meters)       8.96  (feet)  COMP
 AB0064  MODELED GRAV-     979,054.0   (mgal)                       NAVD 88
 AB0064
 AB0064  VERT ORDER  -  SECOND    CLASS 0
 AB0064
 AB0064.The horizontal coordinates were scaled from a topographic map and have
 AB0064.an estimated accuracy of +/- 6 seconds.
 AB0064
 AB0064.The orthometric height was determined by differential leveling
 AB0064.and adjusted by the National Geodetic Survey in June 1991..
 AB0064
 AB0064.The geoid height was determined by GEOID03.
 AB0064
 AB0064.The dynamic height is computed by dividing the NAVD 88
 AB0064.geopotential number by the normal gravity value computed on the
 AB0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0064.degrees latitude (g = 980.6199 gals.).
 AB0064
 AB0064.The modeled gravity was interpolated from observed gravity values.
 AB0064
 AB0064;                    North         East    Units  Estimated Accuracy
 AB0064;SPC TX S     - 5,033,330.      421,550.      MT  (+/- 180 meters Scaled)
 AB0064
 AB0064                          SUPERSEDED SURVEY CONTROL
 AB0064
 AB0064  NGVD 29 (??/??/92)    2.833  (m)            9.29   (f) ADJ UNCH    2 0
 AB0064
 AB0064.Superseded values are not recommended for survey control.
 AB0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0064.See file dsdata.txt to determine how the superseded data were derived.
 AB0064
 AB0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP715726(NAD 83)
 AB0064_MARKER: DD = SURVEY DISK
 AB0064_SETTING: 0 = UNSPECIFIED SETTING
 AB0064_STAMPING: J 40 ELEV 9.261
 AB0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0064+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AB0064
 AB0064  HISTORY     - Date     Condition        Report By
 AB0064  HISTORY     - UNK      MONUMENTED
 AB0064  HISTORY     - 1949     GOOD             NGS
 AB0064  HISTORY     - 20050208 GOOD             IBWC
 AB0064
 AB0064                          STATION DESCRIPTION
 AB0064
 AB0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AB0064'15.5 MI NE FROM BROWNSVILLE.
 AB0064'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 4 AND STATE HIGHWAY
 AB0064'48, NE OF BROWNSVILLE, GO E ON HIGHWAY 4 ABOUT 12.7 MILES TO BENCH
 AB0064'MARK SITE, 90 FT. N OF CENTERLINE OF HIGHWAY, ABOUT 40 FT. E OF BRUSH
 AB0064'LINE, ON SAND FLAT, 3 FT. W OF 4X4 INCH WOOD WITNESS POST.
 AB0064
 AB0064                          STATION RECOVERY (2005)
 AB0064
 AB0064'RECOVERY NOTE BY INT BDRY WTR COMM 2005 (RGF)
 AB0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2230 ***********************************************************************
 BY2230  DESIGNATION -  J 400
 BY2230  PID         -  BY2230
 BY2230  STATE/COUNTY-  TX/ANDERSON
 BY2230  USGS QUAD   -  TENNESSEE COLONY (1982)
 BY2230
 BY2230                         *CURRENT SURVEY CONTROL
 BY2230  ___________________________________________________________________
 BY2230* NAD 83(1986)-  31 48 35.     (N)    095 45 46.     (W)     SCALED    
 BY2230* NAVD 88     -        94.088  (meters)     308.69   (feet)  ADJUSTED  
 BY2230  ___________________________________________________________________
 BY2230  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BY2230  DYNAMIC HT  -          93.974 (meters)     308.31  (feet)  COMP
 BY2230  MODELED GRAV-     979,432.3   (mgal)                       NAVD 88
 BY2230
 BY2230  VERT ORDER  -  SECOND    CLASS 0
 BY2230
 BY2230.The horizontal coordinates were scaled from a topographic map and have
 BY2230.an estimated accuracy of +/- 6 seconds.
 BY2230
 BY2230.The orthometric height was determined by differential leveling
 BY2230.and adjusted by the National Geodetic Survey in June 1991..
 BY2230
 BY2230.The geoid height was determined by GEOID03.
 BY2230
 BY2230.The dynamic height is computed by dividing the NAVD 88
 BY2230.geopotential number by the normal gravity value computed on the
 BY2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2230.degrees latitude (g = 980.6199 gals.).
 BY2230
 BY2230.The modeled gravity was interpolated from observed gravity values.
 BY2230
 BY2230;                    North         East    Units  Estimated Accuracy
 BY2230;SPC TX C     - 3,246,470.    1,132,650.      MT  (+/- 180 meters Scaled)
 BY2230
 BY2230                          SUPERSEDED SURVEY CONTROL
 BY2230
 BY2230  NGVD 29 (??/??/92)   94.068  (m)          308.62   (f) ADJ UNCH    2 0
 BY2230
 BY2230.Superseded values are not recommended for survey control.
 BY2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2230.See file dsdata.txt to determine how the superseded data were derived.
 BY2230
 BY2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR384226(NAD 83)
 BY2230_MARKER: DB = BENCH MARK DISK
 BY2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2230_STAMPING: J 400 1947
 BY2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2230+STABILITY: SURFACE MOTION
 BY2230
 BY2230  HISTORY     - Date     Condition        Report By
 BY2230  HISTORY     - 1947     MONUMENTED       CGS
 BY2230  HISTORY     - 1956     MARK NOT FOUND   NGS
 BY2230
 BY2230                          STATION DESCRIPTION
 BY2230
 BY2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2230'4.8 MI SE FROM TENNESSEE COLONY.
 BY2230'4.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE SCHOOL AT
 BY2230'TENNESSEE COLONY, 0.1 MILE EAST OF A BRIDGE OVER LAKE CREEK, 21 FEET
 BY2230'EAST OF A FENCE CORNER, 2 FEET SOUTH OF A WIRE FENCE, 2 FEET WEST OF A
 BY2230'4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 BY2230'NOTE-- THE DESCRIPTION DID NOT CHECK WITH LOCAL CONDITIONS AND NO
 BY2230'EVIDENCE OF THE MARK NOR THE WITNESS WAS FOUND.
 BY2230
 BY2230                          STATION RECOVERY (1956)
 BY2230
 BY2230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 BY2230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2186 ***********************************************************************
 BY2186  DESIGNATION -  J 401
 BY2186  PID         -  BY2186
 BY2186  STATE/COUNTY-  TX/HOUSTON
 BY2186  USGS QUAD   -  INDIAN LAKE (1982)
 BY2186
 BY2186                         *CURRENT SURVEY CONTROL
 BY2186  ___________________________________________________________________
 BY2186* NAD 83(1986)-  31 30 47.     (N)    095 41 55.     (W)     SCALED    
 BY2186* NAVD 88     -        82.30   (+/-2cm)     270.0    (feet)  VERTCON   
 BY2186  ___________________________________________________________________
 BY2186  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY2186
 BY2186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2186
 BY2186.The horizontal coordinates were scaled from a topographic map and have
 BY2186.an estimated accuracy of +/- 6 seconds.
 BY2186
 BY2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2186.The vertical order pertains to the NGVD 29 superseded value.
 BY2186
 BY2186.The geoid height was determined by GEOID03.
 BY2186
 BY2186;                    North         East    Units  Estimated Accuracy
 BY2186;SPC TX C     - 3,213,850.    1,140,090.      MT  (+/- 180 meters Scaled)
 BY2186
 BY2186                          SUPERSEDED SURVEY CONTROL
 BY2186
 BY2186  NGVD 29 (??/??/92)   82.282  (m)          269.95   (f) ADJ UNCH    2 0
 BY2186
 BY2186.Superseded values are not recommended for survey control.
 BY2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2186.See file dsdata.txt to determine how the superseded data were derived.
 BY2186
 BY2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ437896(NAD 83)
 BY2186_MARKER: DB = BENCH MARK DISK
 BY2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2186_STAMPING: J 401 1947
 BY2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2186+STABILITY: SURFACE MOTION
 BY2186
 BY2186  HISTORY     - Date     Condition        Report By
 BY2186  HISTORY     - 1947     MONUMENTED       CGS
 BY2186  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2186
 BY2186                          STATION DESCRIPTION
 BY2186
 BY2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2186'17.8 MI SW FROM ELKHART.
 BY2186'TO REACH FROM THE ELKHART STATE BANK AT ELKHART GO WEST 5.1 MILES
 BY2186'ALONG STATE HIGHWAY NO.294, THENCE SOUTH 4.6 MILES ALONG A GRADED DIRT
 BY2186'ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWEST
 BY2186'4.7 MILES ALONG AN ASPHALT ROAD, THENCE SOUTHWEST 1.3 MILES ALONG A
 BY2186'GRADED DIRT ROAD, THENCE WEST 1.0 MILE ALONG A GRADED DIRT ROAD TO
 BY2186'SITE OF MARK, BENCH MARK IS 23.7 FEET NORTH OF AND ABOUT LEVEL WITH
 BY2186'THE CENTER LINE OF THE ROAD, 11.7 FEET SOUTH OF A SIXTEEN INCH OAK
 BY2186'TREE, 11.6 FEET NORTHEAST OF AN EIGHTEEN INCH OAK TREE AND 1.5 FEET
 BY2186'SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BY2186'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY2186
 BY2186                          STATION RECOVERY (1977)
 BY2186
 BY2186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1766 ***********************************************************************
 BY1766  DESIGNATION -  J 402
 BY1766  PID         -  BY1766
 BY1766  STATE/COUNTY-  TX/LEON
 BY1766  USGS QUAD   -  LAKE LEON (1964)
 BY1766
 BY1766                         *CURRENT SURVEY CONTROL
 BY1766  ___________________________________________________________________
 BY1766* NAD 83(1986)-  31 25 43.     (N)    095 45 17.     (W)     SCALED    
 BY1766* NAVD 88     -        77.20   (+/-2cm)     253.3    (feet)  VERTCON   
 BY1766  ___________________________________________________________________
 BY1766  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BY1766
 BY1766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1766
 BY1766.The horizontal coordinates were scaled from a topographic map and have
 BY1766.an estimated accuracy of +/- 6 seconds.
 BY1766
 BY1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1766.The vertical order pertains to the NGVD 29 superseded value.
 BY1766
 BY1766.The geoid height was determined by GEOID03.
 BY1766
 BY1766;                    North         East    Units  Estimated Accuracy
 BY1766;SPC TX C     - 3,204,280.    1,135,150.      MT  (+/- 180 meters Scaled)
 BY1766
 BY1766                          SUPERSEDED SURVEY CONTROL
 BY1766
 BY1766  NGVD 29 (??/??/92)   77.188  (m)          253.24   (f) ADJ UNCH    2 0
 BY1766
 BY1766.Superseded values are not recommended for survey control.
 BY1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1766.See file dsdata.txt to determine how the superseded data were derived.
 BY1766
 BY1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ381803(NAD 83)
 BY1766_MARKER: DB = BENCH MARK DISK
 BY1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1766_STAMPING: J 402 1947
 BY1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1766+STABILITY: SURFACE MOTION
 BY1766
 BY1766  HISTORY     - Date     Condition        Report By
 BY1766  HISTORY     - 1947     MONUMENTED       CGS
 BY1766  HISTORY     - 1965     GOOD             USGS
 BY1766
 BY1766                          STATION DESCRIPTION
 BY1766
 BY1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1766'8.0 MI E FROM NINEVEH.
 BY1766'TO REACH FROM THE POST OFFICE AT NINEVEH GO SOUTHEAST 3.5 MILES ALONG
 BY1766'A GRADED DIRT ROAD, THENCE NORTHERLY 4.5 MILES ALONG A GRADED DIRT
 BY1766'ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 35 YARDS NORTHWEST OF A
 BY1766'FRAME BUILDING, 81.5 FEET SOUTHEAST OF A TWENTYFOUR INCH OAK TREE,
 BY1766'32.4 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BY1766'20.4 FEET NORTH OF THE NORTH END OF A BOARD GATE, 1.0 FOOT WEST OF A
 BY1766'FENCE AND 2.0 FEET SOUTH OF A 4X4 IN. MARKER POST.  A BRONZE BENCH
 BY1766'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 BY1766'INCHES ABOVE GROUND.
 BY1766
 BY1766                          STATION RECOVERY (1965)
 BY1766
 BY1766'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BY1766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0474 ***********************************************************************
 BZ0474  DESIGNATION -  J 403
 BZ0474  PID         -  BZ0474
 BZ0474  STATE/COUNTY-  TX/LEON
 BZ0474  USGS QUAD   -  SPRING SEAT (1982)
 BZ0474
 BZ0474                         *CURRENT SURVEY CONTROL
 BZ0474  ___________________________________________________________________
 BZ0474* NAD 83(1986)-  31 14 39.     (N)    096 04 16.     (W)     SCALED    
 BZ0474* NAVD 88     -       121.01   (+/-2cm)     397.0    (feet)  VERTCON   
 BZ0474  ___________________________________________________________________
 BZ0474  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BZ0474
 BZ0474  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0474
 BZ0474.The horizontal coordinates were scaled from a topographic map and have
 BZ0474.an estimated accuracy of +/- 6 seconds.
 BZ0474
 BZ0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0474.The vertical order pertains to the NGVD 29 superseded value.
 BZ0474
 BZ0474.The geoid height was determined by GEOID03.
 BZ0474
 BZ0474;                    North         East    Units  Estimated Accuracy
 BZ0474;SPC TX C     - 3,182,650.    1,105,880.      MT  (+/- 180 meters Scaled)
 BZ0474
 BZ0474                          SUPERSEDED SURVEY CONTROL
 BZ0474
 BZ0474  NGVD 29 (??/??/92)  120.980  (m)          396.92   (f) ADJ UNCH    2 0
 BZ0474
 BZ0474.Superseded values are not recommended for survey control.
 BZ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0474.See file dsdata.txt to determine how the superseded data were derived.
 BZ0474
 BZ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV789603(NAD 83)
 BZ0474_MARKER: DB = BENCH MARK DISK
 BZ0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0474_SP_SET: CULVERT
 BZ0474_STAMPING: J 403 1947
 BZ0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0474
 BZ0474  HISTORY     - Date     Condition        Report By
 BZ0474  HISTORY     - 1947     MONUMENTED       CGS
 BZ0474
 BZ0474                          STATION DESCRIPTION
 BZ0474
 BZ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0474'4.6 MI E FROM CONCORD.
 BZ0474'ABOUT 4.6 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE CONCORD SCHOOL
 BZ0474'AT CONCORD, 22.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BZ0474'THE HIGHWAY, ON TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 10 X 30
 BZ0474'FT. THREE COMPARTMENT CONCRETE CULVERT.  A BRONZE BENCH MARK DISK SET
 BZ0474'IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1094 ***********************************************************************
 CS1094  DESIGNATION -  J 404
 CS1094  PID         -  CS1094
 CS1094  STATE/COUNTY-  TX/DALLAS
 CS1094  USGS QUAD   -  OAK CLIFF (1981)
 CS1094
 CS1094                         *CURRENT SURVEY CONTROL
 CS1094  ___________________________________________________________________
 CS1094* NAD 83(1986)-  32 43 06.     (N)    096 51 24.     (W)     SCALED    
 CS1094* NAVD 88     -       186.124  (meters)     610.64   (feet)  ADJUSTED  
 CS1094  ___________________________________________________________________
 CS1094  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CS1094  DYNAMIC HT  -         185.909 (meters)     609.94  (feet)  COMP
 CS1094  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 CS1094
 CS1094  VERT ORDER  -  FIRST     CLASS II
 CS1094
 CS1094.The horizontal coordinates were scaled from a topographic map and have
 CS1094.an estimated accuracy of +/- 6 seconds.
 CS1094
 CS1094.The orthometric height was determined by differential leveling
 CS1094.and adjusted by the National Geodetic Survey in June 1991..
 CS1094
 CS1094.The geoid height was determined by GEOID03.
 CS1094
 CS1094.The dynamic height is computed by dividing the NAVD 88
 CS1094.geopotential number by the normal gravity value computed on the
 CS1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1094.degrees latitude (g = 980.6199 gals.).
 CS1094
 CS1094.The modeled gravity was interpolated from observed gravity values.
 CS1094
 CS1094;                    North         East    Units  Estimated Accuracy
 CS1094;SPC TXNC     - 2,117,820.      754,040.      MT  (+/- 180 meters Scaled)
 CS1094
 CS1094                          SUPERSEDED SURVEY CONTROL
 CS1094
 CS1094  NGVD 29 (??/??/92)  186.134  (m)          610.67   (f) ADJ UNCH    1 2
 CS1094
 CS1094.Superseded values are not recommended for survey control.
 CS1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1094.See file dsdata.txt to determine how the superseded data were derived.
 CS1094
 CS1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB008220(NAD 83)
 CS1094_MARKER: DB = BENCH MARK DISK
 CS1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1094_STAMPING: J 404 1947
 CS1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1094+STABILITY: SURFACE MOTION
 CS1094
 CS1094  HISTORY     - Date     Condition        Report By
 CS1094  HISTORY     - 1947     MONUMENTED       CGS
 CS1094  HISTORY     - 1958     MARK NOT FOUND   NGS
 CS1094
 CS1094                          STATION DESCRIPTION
 CS1094
 CS1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1094'IN DALLAS.
 CS1094'AT DALLAS, AT THE CLEARVIEW AIRPORT, 66.0 FEET EAST OF AND ABOUT LEVEL
 CS1094'WITH THE CENTER LINE OF HAMPTON ROAD, 3.0 FEET SOUTHWEST OF THE
 CS1094'NORTHWEST CORNER OF THE SOUTH HANGAR AND 1.0 FOOT NORTH OF A 4 X 4 IN.
 CS1094'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 CS1094'POST FLUSH WITH THE GROUND.
 CS1094
 CS1094                          STATION RECOVERY (1958)
 CS1094
 CS1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2195 ***********************************************************************
 BY2195  DESIGNATION -  J 405
 BY2195  PID         -  BY2195
 BY2195  STATE/COUNTY-  TX/LEON
 BY2195  USGS QUAD   -  OAKWOOD (1964)
 BY2195
 BY2195                         *CURRENT SURVEY CONTROL
 BY2195  ___________________________________________________________________
 BY2195* NAD 83(1986)-  31 34 46.     (N)    095 50 32.     (W)     SCALED    
 BY2195* NAVD 88     -        79.19   (+/-2cm)     259.8    (feet)  VERTCON   
 BY2195  ___________________________________________________________________
 BY2195  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BY2195
 BY2195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2195
 BY2195.The horizontal coordinates were scaled from a topographic map and have
 BY2195.an estimated accuracy of +/- 6 seconds.
 BY2195
 BY2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2195.The vertical order pertains to the NGVD 29 superseded value.
 BY2195
 BY2195.The geoid height was determined by GEOID03.
 BY2195
 BY2195;                    North         East    Units  Estimated Accuracy
 BY2195;SPC TX C     - 3,220,650.    1,126,160.      MT  (+/- 180 meters Scaled)
 BY2195
 BY2195                          SUPERSEDED SURVEY CONTROL
 BY2195
 BY2195  NGVD 29 (??/??/92)   79.158  (m)          259.70   (f) ADJ UNCH    2 0
 BY2195
 BY2195.Superseded values are not recommended for survey control.
 BY2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2195.See file dsdata.txt to determine how the superseded data were derived.
 BY2195
 BY2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ302973(NAD 83)
 BY2195_MARKER: DB = BENCH MARK DISK
 BY2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2195_STAMPING: J 405 1947
 BY2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2195+STABILITY: SURFACE MOTION
 BY2195
 BY2195  HISTORY     - Date     Condition        Report By
 BY2195  HISTORY     - 1947     MONUMENTED       CGS
 BY2195  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2195
 BY2195                          STATION DESCRIPTION
 BY2195
 BY2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2195'0.6 MI SE FROM OAKWOOD.
 BY2195'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY2195'OAKWOOD GO EAST 0.1 MILE ALONG A GRADED DIRT ROAD, THENCE
 BY2195'SOUTHEASTERLY 0.5 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 BY2195'MARK IS ABOUT 0.15 MILE SOUTH OF A T INTERSECTION, 111 YARDS NORTHWEST
 BY2195'OF A WOODEN BRIDGE, 48.0 FEET WEST OF AND ABOUT 1.5 FEET HIGHER THAN
 BY2195'THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A FENCE AND 1.0 FOOT
 BY2195'NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BY2195'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BY2195
 BY2195                          STATION RECOVERY (1980)
 BY2195
 BY2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2161 ***********************************************************************
 BY2161  DESIGNATION -  J 406
 BY2161  PID         -  BY2161
 BY2161  STATE/COUNTY-  TX/ANDERSON
 BY2161  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2161
 BY2161                         *CURRENT SURVEY CONTROL
 BY2161  ___________________________________________________________________
 BY2161* NAD 83(1986)-  31 38 17.     (N)    095 38 39.     (W)     SCALED    
 BY2161* NAVD 88     -        99.222  (meters)     325.53   (feet)  ADJUSTED  
 BY2161  ___________________________________________________________________
 BY2161  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY2161  DYNAMIC HT  -          99.101 (meters)     325.13  (feet)  COMP
 BY2161  MODELED GRAV-     979,415.2   (mgal)                       NAVD 88
 BY2161
 BY2161  VERT ORDER  -  FIRST     CLASS II
 BY2161
 BY2161.The horizontal coordinates were scaled from a topographic map and have
 BY2161.an estimated accuracy of +/- 6 seconds.
 BY2161
 BY2161.The orthometric height was determined by differential leveling
 BY2161.and adjusted by the National Geodetic Survey in June 1991..
 BY2161
 BY2161.The geoid height was determined by GEOID03.
 BY2161
 BY2161.The dynamic height is computed by dividing the NAVD 88
 BY2161.geopotential number by the normal gravity value computed on the
 BY2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2161.degrees latitude (g = 980.6199 gals.).
 BY2161
 BY2161.The modeled gravity was interpolated from observed gravity values.
 BY2161
 BY2161;                    North         East    Units  Estimated Accuracy
 BY2161;SPC TX C     - 3,227,920.    1,144,670.      MT  (+/- 180 meters Scaled)
 BY2161
 BY2161                          SUPERSEDED SURVEY CONTROL
 BY2161
 BY2161  NGVD 29 (??/??/92)   99.197  (m)          325.45   (f) ADJ UNCH    1 2
 BY2161
 BY2161.Superseded values are not recommended for survey control.
 BY2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2161.See file dsdata.txt to determine how the superseded data were derived.
 BY2161
 BY2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR492033(NAD 83)
 BY2161_MARKER: DB = BENCH MARK DISK
 BY2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2161_STAMPING: J 406 1947
 BY2161_PROJECTION: FLUSH
 BY2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2161+STABILITY: SURFACE MOTION
 BY2161
 BY2161  HISTORY     - Date     Condition        Report By
 BY2161  HISTORY     - 1947     MONUMENTED       CGS
 BY2161  HISTORY     - 1980     GOOD             NGS
 BY2161  HISTORY     - 1990     GOOD             USPSQD
 BY2161
 BY2161                          STATION DESCRIPTION
 BY2161
 BY2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2161'4.6 MI W FROM ELKHART.
 BY2161'ABOUT 4.6 MILES WEST ALONG STATE HIGHWAY NO.,294 FROM THE ELKHART
 BY2161'STATE BANK AT ELKHART, 87.0 FEET NORTHEAST OF AND ACROSS THE HIGHWAY
 BY2161'FROM A THIRTY INCH OAK TREE, 45.4 FEET NORTH OF AND ABOUT LEVEL WITH
 BY2161'THE CENTER LINE OF THE HIGHWAY, 8.0 FEET WEST OF A TWELVE INCH PINE
 BY2161'TREE AND 1.5 FEET EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY2161'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1
 BY2161'INCH ABOVE GROUND.
 BY2161
 BY2161                          STATION RECOVERY (1980)
 BY2161
 BY2161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2161'7.2 KM. (4.5 MI.) WEST ALONG STATE HIGHWAY 294 FROM THE CROSSING OF
 BY2161'THE MISSOURI PACIFIC RAILROAD IN ELKHART, 26.5 M. (87.0 FT.) NORTHEAST
 BY2161'AND ACROSS THE HIGHWAY FROM A LONE 50-CM. OAK TREE, 13.8 M. (45.4 FT.)
 BY2161'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.7 M. (9.0 FT.) WEST OF A
 BY2161'50-CM. PINE TREE, 0.9 M. (3.0 FT.) SOUTHWEST OF A FENCE.
 BY2161'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 BY2161'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2161
 BY2161                          STATION RECOVERY (1990)
 BY2161
 BY2161'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0556 ***********************************************************************
 CS0556  DESIGNATION -  J 408
 CS0556  PID         -  CS0556
 CS0556  STATE/COUNTY-  TX/NAVARRO
 CS0556  USGS QUAD   -  CORSICANA (1978)
 CS0556
 CS0556                         *CURRENT SURVEY CONTROL
 CS0556  ___________________________________________________________________
 CS0556* NAD 83(1986)-  32 06 57.     (N)    096 27 52.     (W)     SCALED    
 CS0556* NAVD 88     -       137.759  (meters)     451.96   (feet)  ADJUSTED  
 CS0556  ___________________________________________________________________
 CS0556  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0556  DYNAMIC HT  -         137.598 (meters)     451.44  (feet)  COMP
 CS0556  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 CS0556
 CS0556  VERT ORDER  -  SECOND    CLASS 0
 CS0556
 CS0556.The horizontal coordinates were scaled from a topographic map and have
 CS0556.an estimated accuracy of +/- 6 seconds.
 CS0556
 CS0556.The orthometric height was determined by differential leveling
 CS0556.and adjusted by the National Geodetic Survey in June 1991..
 CS0556
 CS0556.The geoid height was determined by GEOID03.
 CS0556
 CS0556.The dynamic height is computed by dividing the NAVD 88
 CS0556.geopotential number by the normal gravity value computed on the
 CS0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0556.degrees latitude (g = 980.6199 gals.).
 CS0556
 CS0556.The modeled gravity was interpolated from observed gravity values.
 CS0556
 CS0556;                    North         East    Units  Estimated Accuracy
 CS0556;SPC TXNC     - 2,051,670.      792,090.      MT  (+/- 180 meters Scaled)
 CS0556
 CS0556                          SUPERSEDED SURVEY CONTROL
 CS0556
 CS0556  NGVD 29 (??/??/92)  137.751  (m)          451.94   (f) ADJ UNCH    2 0
 CS0556
 CS0556.Superseded values are not recommended for survey control.
 CS0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0556.See file dsdata.txt to determine how the superseded data were derived.
 CS0556
 CS0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA392560(NAD 83)
 CS0556_MARKER: DB = BENCH MARK DISK
 CS0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0556_STAMPING: J 408 1947
 CS0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0556+STABILITY: SURFACE MOTION
 CS0556
 CS0556  HISTORY     - Date     Condition        Report By
 CS0556  HISTORY     - 1947     MONUMENTED       CGS
 CS0556  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0556
 CS0556                          STATION DESCRIPTION
 CS0556
 CS0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0556'1.6 MI N FROM CORSICANA.
 CS0556'1.6 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF U.S.
 CS0556'HIGHWAY NO. 75 AND STATE HIGHWAY NO. 31 AT CORSICANA, AT CORSICANA 75
 CS0556'AIRPORT, 115.5 FEET WEST OF THE CENTER OF THE HIGHWAY, 36.5 FEET SOUTH
 CS0556'OF THE SOUTHWEST CORNER OF THE ADMISTRATION BUILDING WHICH IS AT THE
 CS0556'MAIN ENTRANCE TO THE FIELD, 2.0 FEET WEST OF THE WEST END OF A BUTANE
 CS0556'GAS STORAGE TANK, 2.4 FEET EAST OF A REFERENCE POST, SET IN A CONCRETE
 CS0556'POST PROJECTING 0.3 FOOT.
 CS0556
 CS0556                          STATION RECOVERY (2002)
 CS0556
 CS0556'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 CS0556'MIDDLE NUMBER 3 IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0652 ***********************************************************************
 CS0652  DESIGNATION -  J 409
 CS0652  PID         -  CS0652
 CS0652  STATE/COUNTY-  TX/NAVARRO
 CS0652  USGS QUAD   -  POWELL (1959)
 CS0652
 CS0652                         *CURRENT SURVEY CONTROL
 CS0652  ___________________________________________________________________
 CS0652* NAD 83(1986)-  32 01 11.     (N)    096 19 02.     (W)     SCALED    
 CS0652* NAVD 88     -       121.991  (meters)     400.23   (feet)  ADJUSTED  
 CS0652  ___________________________________________________________________
 CS0652  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0652  DYNAMIC HT  -         121.848 (meters)     399.76  (feet)  COMP
 CS0652  MODELED GRAV-     979,465.3   (mgal)                       NAVD 88
 CS0652
 CS0652  VERT ORDER  -  SECOND    CLASS 0
 CS0652
 CS0652.The horizontal coordinates were scaled from a topographic map and have
 CS0652.an estimated accuracy of +/- 6 seconds.
 CS0652
 CS0652.The orthometric height was determined by differential leveling
 CS0652.and adjusted by the National Geodetic Survey in June 1991..
 CS0652
 CS0652.The geoid height was determined by GEOID03.
 CS0652
 CS0652.The dynamic height is computed by dividing the NAVD 88
 CS0652.geopotential number by the normal gravity value computed on the
 CS0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0652.degrees latitude (g = 980.6199 gals.).
 CS0652
 CS0652.The modeled gravity was interpolated from observed gravity values.
 CS0652
 CS0652;                    North         East    Units  Estimated Accuracy
 CS0652;SPC TXNC     - 2,041,290.      806,210.      MT  (+/- 180 meters Scaled)
 CS0652
 CS0652                          SUPERSEDED SURVEY CONTROL
 CS0652
 CS0652  NGVD 29 (??/??/92)  121.985  (m)          400.21   (f) ADJ UNCH    2 0
 CS0652
 CS0652.Superseded values are not recommended for survey control.
 CS0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0652.See file dsdata.txt to determine how the superseded data were derived.
 CS0652
 CS0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA533457(NAD 83)
 CS0652_MARKER: DB = BENCH MARK DISK
 CS0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0652_STAMPING: J 409 1947
 CS0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0652+STABILITY: SURFACE MOTION
 CS0652
 CS0652  HISTORY     - Date     Condition        Report By
 CS0652  HISTORY     - 1947     MONUMENTED       CGS
 CS0652  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0652
 CS0652                          STATION DESCRIPTION
 CS0652
 CS0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0652'10.1 MI SE FROM CORSICANA.
 CS0652'10.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 CS0652'CORSICANA, 1.25 MILES WEST OF THE POST OFFICE AT EUREKA, 0.2 MILE EAST
 CS0652'OF A CATTLE PASS UNDER THE HIGHWAY, 49 FEET SOUTH OF THE CENTER LINE
 CS0652'OF THE HIGHWAY, 3 FEET EAST OF A 4X4 MARKER POST, 1 FOOT NORTH OF THE
 CS0652'SOUTH RIGHT OF WAY FENCE, 2 FEET BELOW THE LEVEL OF THE HIGHWAY. A
 CS0652'BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 CS0652'ABOVE THE GROUND.
 CS0652
 CS0652                          STATION RECOVERY (2002)
 CS0652
 CS0652'RECOVERY NOTE BY US POWER SQUADRON 2002 (EL)
 CS0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0509 ***********************************************************************
 AN0509  DESIGNATION -  J 41
 AN0509  PID         -  AN0509
 AN0509  STATE/COUNTY-  TX/JACKSON
 AN0509  USGS QUAD   -  LA SALLE (1995)
 AN0509
 AN0509                         *CURRENT SURVEY CONTROL
 AN0509  ___________________________________________________________________
 AN0509* NAD 83(1986)-  28 47 23.     (N)    096 40 26.     (W)     SCALED    
 AN0509* NAVD 88     -        10.860  (meters)      35.63   (feet)  ADJUSTED  
 AN0509  ___________________________________________________________________
 AN0509  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0509  DYNAMIC HT  -          10.845 (meters)      35.58  (feet)  COMP
 AN0509  MODELED GRAV-     979,203.0   (mgal)                       NAVD 88
 AN0509
 AN0509  VERT ORDER  -  FIRST     CLASS I
 AN0509
 AN0509.The horizontal coordinates were scaled from a topographic map and have
 AN0509.an estimated accuracy of +/- 6 seconds.
 AN0509
 AN0509.The orthometric height was determined by differential leveling
 AN0509.and adjusted by the National Geodetic Survey in June 1991..
 AN0509
 AN0509.The geoid height was determined by GEOID03.
 AN0509
 AN0509.The dynamic height is computed by dividing the NAVD 88
 AN0509.geopotential number by the normal gravity value computed on the
 AN0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0509.degrees latitude (g = 980.6199 gals.).
 AN0509
 AN0509.The modeled gravity was interpolated from observed gravity values.
 AN0509
 AN0509;                    North         East    Units  Estimated Accuracy
 AN0509;SPC TXSC     - 4,108,250.      827,080.      MT  (+/- 180 meters Scaled)
 AN0509
 AN0509                          SUPERSEDED SURVEY CONTROL
 AN0509
 AN0509.No superseded survey control is available for this station.
 AN0509
 AN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS270869(NAD 83)
 AN0509_MARKER: DB = BENCH MARK DISK
 AN0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0509_STAMPING: J 41 1918 ELEV 35.430 FT
 AN0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0509+STABILITY: SURFACE MOTION
 AN0509
 AN0509  HISTORY     - Date     Condition        Report By
 AN0509  HISTORY     - 1918     MONUMENTED       CGS
 AN0509  HISTORY     - 1972     GOOD             NGS
 AN0509  HISTORY     - 1978     GOOD             NGS
 AN0509
 AN0509                          STATION DESCRIPTION
 AN0509
 AN0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0509'0.3 MI SW FROM LA SALLE.
 AN0509'ABOUT 0.3 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0509'CROSSING OF A PAVED ROAD AT LA SALLE, 0.1 MILE SOUTHWEST OF MILEPOST
 AN0509'236, 0.2 MILE NORTHEAST OF A PRIVATE ROAD CROSSING, 35 FEET NORTHWEST
 AN0509'OF THE NORTHWEST RAIL OF THE TRACK, 60 FEET SOUTH-SOUTHWEST OF THE
 AN0509'SECOND TELEPHONE POLE SOUTHWEST OF THE MILEPOST, 1.0 FOOT SOUTHEAST OF
 AN0509'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 AN0509'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 18 INCHES. NOTE--
 AN0509'THIS MARK WAS RECOVERED AND IT WAS LEANING TOWARD THE NORTH. THE MARK
 AN0509'WAS STRAIGHTENED AND REINFORCED BY THIS PARTY IN 1972.
 AN0509
 AN0509                          STATION RECOVERY (1978)
 AN0509
 AN0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2298 ***********************************************************************
 BY2298  DESIGNATION -  J 410
 BY2298  PID         -  BY2298
 BY2298  STATE/COUNTY-  TX/FREESTONE
 BY2298  USGS QUAD   -  YARD (1982)
 BY2298
 BY2298                         *CURRENT SURVEY CONTROL
 BY2298  ___________________________________________________________________
 BY2298* NAD 83(1986)-  31 48 55.     (N)    095 59 44.     (W)     SCALED    
 BY2298* NAVD 88     -       108.910  (meters)     357.32   (feet)  ADJUSTED  
 BY2298  ___________________________________________________________________
 BY2298  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BY2298  DYNAMIC HT  -         108.780 (meters)     356.89  (feet)  COMP
 BY2298  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 BY2298
 BY2298  VERT ORDER  -  SECOND    CLASS 0
 BY2298
 BY2298.The horizontal coordinates were scaled from a topographic map and have
 BY2298.an estimated accuracy of +/- 6 seconds.
 BY2298
 BY2298.The orthometric height was determined by differential leveling
 BY2298.and adjusted by the National Geodetic Survey in June 1991..
 BY2298
 BY2298.The geoid height was determined by GEOID03.
 BY2298
 BY2298.The dynamic height is computed by dividing the NAVD 88
 BY2298.geopotential number by the normal gravity value computed on the
 BY2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2298.degrees latitude (g = 980.6199 gals.).
 BY2298
 BY2298.The modeled gravity was interpolated from observed gravity values.
 BY2298
 BY2298;                    North         East    Units  Estimated Accuracy
 BY2298;SPC TX C     - 3,246,200.    1,110,600.      MT  (+/- 180 meters Scaled)
 BY2298
 BY2298                          SUPERSEDED SURVEY CONTROL
 BY2298
 BY2298  NGVD 29 (??/??/92)  108.899  (m)          357.28   (f) ADJ UNCH    2 0
 BY2298
 BY2298.Superseded values are not recommended for survey control.
 BY2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2298.See file dsdata.txt to determine how the superseded data were derived.
 BY2298
 BY2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR164238(NAD 83)
 BY2298_MARKER: DB = BENCH MARK DISK
 BY2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2298_STAMPING: J 410 1947
 BY2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2298+STABILITY: SURFACE MOTION
 BY2298
 BY2298  HISTORY     - Date     Condition        Report By
 BY2298  HISTORY     - 1947     MONUMENTED       CGS
 BY2298
 BY2298                          STATION DESCRIPTION
 BY2298
 BY2298'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2298'6.8 MI SE FROM YOUNG.
 BY2298'1.9 MILE SOUTH ALONG A DIRT ROAD AND 4.9 MILES EAST ALONG THE COOK
 BY2298'LAKE ROAD FROM THE GENERAL STORE AT YOUNG, AT THE TOP OF A SMALL SANDY
 BY2298'KNOLL, 0.1 MILE NORTHEAST OF THE JUNCTION OF TWO ONE TRACK DIRT ROADS
 BY2298'(ONE LEADING EAST AND THE OTHER LEADING SOUTH THROUGH A PASTURE),
 BY2298'200.0 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM THE SOUTHEAST EDGE OF
 BY2298'A SMALL STOCK WATERING POND, 41.0 FEET SOUTHEAST OF AND ACROSS THE
 BY2298'ROAD FROM A 2 1/2-FOOT OAK TREE WHICH IS BEING USED FOR A FENCE CORNER
 BY2298'POST, 33.0 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 2.0 FEET
 BY2298'NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET
 BY2298'ABOVE THE ROAD AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0592 ***********************************************************************
 CS0592  DESIGNATION -  J 411
 CS0592  PID         -  CS0592
 CS0592  STATE/COUNTY-  TX/NAVARRO
 CS0592  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0592
 CS0592                         *CURRENT SURVEY CONTROL
 CS0592  ___________________________________________________________________
 CS0592* NAD 83(1986)-  32 03 43.     (N)    096 06 36.     (W)     SCALED    
 CS0592* NAVD 88     -        94.584  (meters)     310.31   (feet)  ADJUSTED  
 CS0592  ___________________________________________________________________
 CS0592  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0592  DYNAMIC HT  -          94.474 (meters)     309.95  (feet)  COMP
 CS0592  MODELED GRAV-     979,476.6   (mgal)                       NAVD 88
 CS0592
 CS0592  VERT ORDER  -  SECOND    CLASS 0
 CS0592
 CS0592.The horizontal coordinates were scaled from a topographic map and have
 CS0592.an estimated accuracy of +/- 6 seconds.
 CS0592
 CS0592.The orthometric height was determined by differential leveling
 CS0592.and adjusted by the National Geodetic Survey in June 1991..
 CS0592
 CS0592.The geoid height was determined by GEOID03.
 CS0592
 CS0592.The dynamic height is computed by dividing the NAVD 88
 CS0592.geopotential number by the normal gravity value computed on the
 CS0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0592.degrees latitude (g = 980.6199 gals.).
 CS0592
 CS0592.The modeled gravity was interpolated from observed gravity values.
 CS0592
 CS0592;                    North         East    Units  Estimated Accuracy
 CS0592;SPC TXNC     - 2,046,400.      825,670.      MT  (+/- 180 meters Scaled)
 CS0592
 CS0592                          SUPERSEDED SURVEY CONTROL
 CS0592
 CS0592  NGVD 29 (??/??/92)   94.585  (m)          310.32   (f) ADJ UNCH    2 0
 CS0592
 CS0592.Superseded values are not recommended for survey control.
 CS0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0592.See file dsdata.txt to determine how the superseded data were derived.
 CS0592
 CS0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA728509(NAD 83)
 CS0592_MARKER: DB = BENCH MARK DISK
 CS0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0592_STAMPING: J 411 1947
 CS0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0592+STABILITY: SURFACE MOTION
 CS0592
 CS0592  HISTORY     - Date     Condition        Report By
 CS0592  HISTORY     - 1947     MONUMENTED       CGS
 CS0592  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS0592
 CS0592                          STATION DESCRIPTION
 CS0592
 CS0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0592'1.8 MI E FROM RURAL SHADE.
 CS0592'1.8 MILES EAST ALONG A DIRT ROAD FROM THE DUNCAN GROCERY IN RURAL
 CS0592'SHADE TO THE SITE OF THE MARK.  60 FEET NORTHEAST OF NORTHEAST CORNER
 CS0592'OF BARN, 55 FEET NORTHWEST OF NORTHWEST CORNER OF A HOUSE, 21 FEET
 CS0592'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 2 FEET NORTH OF A FENCE
 CS0592'CORNER, 3 FEET EAST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE
 CS0592'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE BUILDINGS
 CS0592'MENTIONED IN THE DESCRIPTION HAVE BEEN DEMOLISHED, AND ACCURATE
 CS0592'MEASUREMENTS WERE IMPOSSIBLE.
 CS0592
 CS0592                          STATION RECOVERY (1958)
 CS0592
 CS0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1048 ***********************************************************************
 BL1048  DESIGNATION -  J 412
 BL1048  PID         -  BL1048
 BL1048  STATE/COUNTY-  TX/SAN JACINTO
 BL1048  USGS QUAD   -  COLDSPRING (1997)
 BL1048
 BL1048                         *CURRENT SURVEY CONTROL
 BL1048  ___________________________________________________________________
 BL1048* NAD 83(1986)-  30 33 49.     (N)    095 13 26.     (W)     SCALED    
 BL1048* NAVD 88     -        76.18   (+/-2cm)     249.9    (feet)  VERTCON   
 BL1048  ___________________________________________________________________
 BL1048  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BL1048
 BL1048  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1048
 BL1048.The horizontal coordinates were scaled from a topographic map and have
 BL1048.an estimated accuracy of +/- 6 seconds.
 BL1048
 BL1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1048.The vertical order pertains to the NGVD 29 superseded value.
 BL1048
 BL1048.The geoid height was determined by GEOID03.
 BL1048
 BL1048;                    North         East    Units  Estimated Accuracy
 BL1048;SPC TX C     - 3,110,690.    1,189,970.      MT  (+/- 180 meters Scaled)
 BL1048
 BL1048                          SUPERSEDED SURVEY CONTROL
 BL1048
 BL1048  NGVD 29 (??/??/92)   76.191  (m)          249.97   (f) ADJ UNCH    2 0
 BL1048
 BL1048.Superseded values are not recommended for survey control.
 BL1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1048.See file dsdata.txt to determine how the superseded data were derived.
 BL1048
 BL1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP867833(NAD 83)
 BL1048_MARKER: DB = BENCH MARK DISK
 BL1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1048_SP_SET: CULVERT
 BL1048_STAMPING: J 412 1947
 BL1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1048
 BL1048  HISTORY     - Date     Condition        Report By
 BL1048  HISTORY     - 1947     MONUMENTED       CGS
 BL1048
 BL1048                          STATION DESCRIPTION
 BL1048
 BL1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1048'0.9 MI E FROM EVERGREEN.
 BL1048'0.9 MILE EAST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1048'EVERGREEN, 0.1 MILE EAST OF A FARM DRIVE LEADING NORTH, 16.0 FEET
 BL1048'NORTH OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 BL1048'OF THE WEST END OF THE NORTH HEADWALL OF A 4 X 4 FOOT CONCRETE
 BL1048'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0315 ***********************************************************************
 BZ0315  DESIGNATION -  J 413
 BZ0315  PID         -  BZ0315
 BZ0315  STATE/COUNTY-  TX/FREESTONE
 BZ0315  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0315
 BZ0315                         *CURRENT SURVEY CONTROL
 BZ0315  ___________________________________________________________________
 BZ0315* NAD 83(1986)-  31 50 48.     (N)    096 11 23.     (W)     SCALED    
 BZ0315* NAVD 88     -       121.611  (meters)     398.99   (feet)  ADJUSTED  
 BZ0315  ___________________________________________________________________
 BZ0315  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 BZ0315  DYNAMIC HT  -         121.467 (meters)     398.51  (feet)  COMP
 BZ0315  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 BZ0315
 BZ0315  VERT ORDER  -  SECOND    CLASS 0
 BZ0315
 BZ0315.The horizontal coordinates were scaled from a topographic map and have
 BZ0315.an estimated accuracy of +/- 6 seconds.
 BZ0315
 BZ0315.The orthometric height was determined by differential leveling
 BZ0315.and adjusted by the National Geodetic Survey in June 1991..
 BZ0315
 BZ0315.The geoid height was determined by GEOID03.
 BZ0315
 BZ0315.The dynamic height is computed by dividing the NAVD 88
 BZ0315.geopotential number by the normal gravity value computed on the
 BZ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0315.degrees latitude (g = 980.6199 gals.).
 BZ0315
 BZ0315.The modeled gravity was interpolated from observed gravity values.
 BZ0315
 BZ0315;                    North         East    Units  Estimated Accuracy
 BZ0315;SPC TX C     - 3,248,980.    1,092,100.      MT  (+/- 180 meters Scaled)
 BZ0315
 BZ0315                          SUPERSEDED SURVEY CONTROL
 BZ0315
 BZ0315  NGVD 29 (??/??/92)  121.596  (m)          398.94   (f) ADJ UNCH    2 0
 BZ0315
 BZ0315.Superseded values are not recommended for survey control.
 BZ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0315.See file dsdata.txt to determine how the superseded data were derived.
 BZ0315
 BZ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA659268(NAD 83)
 BZ0315_MARKER: DB = BENCH MARK DISK
 BZ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0315_STAMPING: J 413 1947
 BZ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0315+STABILITY: SURFACE MOTION
 BZ0315
 BZ0315  HISTORY     - Date     Condition        Report By
 BZ0315  HISTORY     - 1947     MONUMENTED       CGS
 BZ0315  HISTORY     - 1963     MARK NOT FOUND   USGS
 BZ0315
 BZ0315                          STATION DESCRIPTION
 BZ0315
 BZ0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0315'2.0 MI NE FROM STEWARDS MILL.
 BZ0315'2.0 MILES NORTHEAST ALONG A DIRT ROAD FROM THE CROSS ROADS AT STEWARDS
 BZ0315'MILL, IN THE NORTH ANGLE OF THE INTERSECTION OF A ONE TRACK DIRT CROSS
 BZ0315'ROAD, 160.0 FEET NORTHWEST OF THE NORTHWEST END OF A SMALL COUNTY
 BZ0315'SCHOOL BUILDING, 36.0 FEET NORTHEAST OF THE CROSS ROAD, 23.0 FEET
 BZ0315'NORTHWEST OF THE CENTER OF THE NORTHEAST-SOUTHWEST ROAD, 8.0 FEET
 BZ0315'NORTH OF A 2-FOOT OAK TREE WHICH IS BEING USED FOR A FENCE CORNER
 BZ0315'POST, 1.6 FOOT NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST
 BZ0315'ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.2 FOOT.
 BZ0315
 BZ0315                          STATION RECOVERY (1963)
 BZ0315
 BZ0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BZ0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1973 ***********************************************************************
 BY1973  DESIGNATION -  J 414
 BY1973  PID         -  BY1973
 BY1973  STATE/COUNTY-  TX/HOUSTON
 BY1973  USGS QUAD   -  PEARSONS CHAPEL (1964)
 BY1973
 BY1973                         *CURRENT SURVEY CONTROL
 BY1973  ___________________________________________________________________
 BY1973* NAD 83(1986)-  31 10 03.     (N)    095 36 38.     (W)     SCALED    
 BY1973* NAVD 88     -        89.43   (+/-2cm)     293.4    (feet)  VERTCON   
 BY1973  ___________________________________________________________________
 BY1973  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1973
 BY1973  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1973
 BY1973.The horizontal coordinates were scaled from a topographic map and have
 BY1973.an estimated accuracy of +/- 6 seconds.
 BY1973
 BY1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1973.The vertical order pertains to the NGVD 29 superseded value.
 BY1973
 BY1973.The geoid height was determined by GEOID03.
 BY1973
 BY1973;                    North         East    Units  Estimated Accuracy
 BY1973;SPC TX C     - 3,175,930.    1,150,070.      MT  (+/- 180 meters Scaled)
 BY1973
 BY1973                          SUPERSEDED SURVEY CONTROL
 BY1973
 BY1973  NGVD 29 (??/??/92)   89.436  (m)          293.42   (f) ADJ UNCH    2 0
 BY1973
 BY1973.Superseded values are not recommended for survey control.
 BY1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1973.See file dsdata.txt to determine how the superseded data were derived.
 BY1973
 BY1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ511511(NAD 83)
 BY1973_MARKER: DB = BENCH MARK DISK
 BY1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1973_STAMPING: J 414 1947
 BY1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1973+STABILITY: SURFACE MOTION
 BY1973
 BY1973  HISTORY     - Date     Condition        Report By
 BY1973  HISTORY     - 1947     MONUMENTED       CGS
 BY1973
 BY1973                          STATION DESCRIPTION
 BY1973
 BY1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1973'4.75 MI W FROM POST OAK.
 BY1973'4.75 MILES WEST ALONG A DIRT ROAD FROM PEARSONS CHAPEL SCHOOL AT POST
 BY1973'OAK, AT THE CREEK CHURCH, 60.6 FEET NORTHWEST OF AND DIRECTLY ACROSS
 BY1973'THE ROAD FROM THE CENTER OF THE NORTHWEST WALL OF THE CHURCH BUILDING,
 BY1973'87.0 FEET NORTH OF THE CENTER OF A T ROAD INTERSECTION, 37.5 FEET
 BY1973'NORTHWEST OF THE CENTER OF A NORTHEAST-SOUTHWEST ROAD, 4.0 FEET
 BY1973'SOUTHWEST OF A 15-INCH OAK TREE, 1.8 FOOT NORTHEAST OF A REFERENCE
 BY1973'POST, SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND
 BY1973'PROJECTING 0.4 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 2.2 MILES
 BY1973'SOUTHEAST AND 0.25 MILE NORTHEAST ALONG DIRT ROADS FROM THE AUSTONIO
 BY1973'HIGH SCHOOL AT AUSTONIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1837 ***********************************************************************
 BY1837  DESIGNATION -  J 415
 BY1837  PID         -  BY1837
 BY1837  STATE/COUNTY-  TX/LEON
 BY1837  USGS QUAD   -  EUNICE (1964)
 BY1837
 BY1837                         *CURRENT SURVEY CONTROL
 BY1837  ___________________________________________________________________
 BY1837* NAD 83(1986)-  31 19 59.     (N)    095 45 29.     (W)     SCALED    
 BY1837* NAVD 88     -        74.41   (+/-2cm)     244.1    (feet)  VERTCON   
 BY1837  ___________________________________________________________________
 BY1837  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY1837
 BY1837  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1837
 BY1837.The horizontal coordinates were scaled from a topographic map and have
 BY1837.an estimated accuracy of +/- 6 seconds.
 BY1837
 BY1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1837.The vertical order pertains to the NGVD 29 superseded value.
 BY1837
 BY1837.The geoid height was determined by GEOID03.
 BY1837
 BY1837;                    North         East    Units  Estimated Accuracy
 BY1837;SPC TX C     - 3,193,680.    1,135,270.      MT  (+/- 180 meters Scaled)
 BY1837
 BY1837                          SUPERSEDED SURVEY CONTROL
 BY1837
 BY1837  NGVD 29 (??/??/92)   74.395  (m)          244.08   (f) ADJ UNCH    2 0
 BY1837
 BY1837.Superseded values are not recommended for survey control.
 BY1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1837.See file dsdata.txt to determine how the superseded data were derived.
 BY1837
 BY1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ375698(NAD 83)
 BY1837_MARKER: DB = BENCH MARK DISK
 BY1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1837_STAMPING: J 415 1947
 BY1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1837+STABILITY: SURFACE MOTION
 BY1837
 BY1837  HISTORY     - Date     Condition        Report By
 BY1837  HISTORY     - 1947     MONUMENTED       CGS
 BY1837
 BY1837                          STATION DESCRIPTION
 BY1837
 BY1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1837'14.8 MI E FROM CENTERVILLE.
 BY1837'ABOUT 14.8 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1837'CENTERVILLE, 54.9 FEET EAST OF THE EAST END OF A BOARD GATE, 52.0 FEET
 BY1837'SOUTH OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY,
 BY1837'18.7 FEET EAST OF A TWELVE INCH OAK TREE, 1.0 FOOT NORTH OF A FENCE
 BY1837'AND 1.5 FEET WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK
 BY1837'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 BY1837'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0453 ***********************************************************************
 BZ0453  DESIGNATION -  J 416
 BZ0453  PID         -  BZ0453
 BZ0453  STATE/COUNTY-  TX/LEON
 BZ0453  USGS QUAD   -  BUFFALO (1982)
 BZ0453
 BZ0453                         *CURRENT SURVEY CONTROL
 BZ0453  ___________________________________________________________________
 BZ0453* NAD 83(1986)-  31 24 01.     (N)    096 00 35.     (W)     SCALED    
 BZ0453* NAVD 88     -       128.30   (+/-2cm)     420.9    (feet)  VERTCON   
 BZ0453  ___________________________________________________________________
 BZ0453  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BZ0453
 BZ0453  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0453
 BZ0453.The horizontal coordinates were scaled from a topographic map and have
 BZ0453.an estimated accuracy of +/- 6 seconds.
 BZ0453
 BZ0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0453.The vertical order pertains to the NGVD 29 superseded value.
 BZ0453
 BZ0453.The geoid height was determined by GEOID03.
 BZ0453
 BZ0453;                    North         East    Units  Estimated Accuracy
 BZ0453;SPC TX C     - 3,200,170.    1,111,050.      MT  (+/- 180 meters Scaled)
 BZ0453
 BZ0453                          SUPERSEDED SURVEY CONTROL
 BZ0453
 BZ0453  NGVD 29 (??/??/92)  128.272  (m)          420.84   (f) ADJ UNCH    2 0
 BZ0453
 BZ0453.Superseded values are not recommended for survey control.
 BZ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0453.See file dsdata.txt to determine how the superseded data were derived.
 BZ0453
 BZ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV843778(NAD 83)
 BZ0453_MARKER: DB = BENCH MARK DISK
 BZ0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0453_STAMPING: J 416 1947
 BZ0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0453+STABILITY: SURFACE MOTION
 BZ0453
 BZ0453  HISTORY     - Date     Condition        Report By
 BZ0453  HISTORY     - 1947     MONUMENTED       CGS
 BZ0453
 BZ0453                          STATION DESCRIPTION
 BZ0453
 BZ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0453'6.3 MI SE FROM BUFFALO.
 BZ0453'TO REACH FROM THE POST OFFICE AT BUFFALO GO SOUTHWEST 0.4 MILE ALONG
 BZ0453'U.S.HIGHWAY NO.79, THENCE SOUTHEASTERLY 5.9 MILES ALONG U.S.HIGHWAY
 BZ0453'NO.75 TO SITE OF MARK, BENCH MARK IS 47.0 FEET EAST OF AND ABOUT LEVEL
 BZ0453'WITH THE CENTER LINE OF THE HIGHWAY, 37.0 FEET SOUTH OF A TELEPHONE
 BZ0453'POLE AND IN LINE WITH A ROW OF POLES EAST OF THE HIGHWAY, 2.8 FEET
 BZ0453'WEST OF A FENCE AND 2.0 FEET NORTH OF A 4 X 4 IN. MARKER POST. A
 BZ0453'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0453'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2011 ***********************************************************************
 BY2011  DESIGNATION -  J 417
 BY2011  PID         -  BY2011
 BY2011  STATE/COUNTY-  TX/LEON
 BY2011  USGS QUAD   -  KEECHI (1964)
 BY2011
 BY2011                         *CURRENT SURVEY CONTROL
 BY2011  ___________________________________________________________________
 BY2011* NAD 83(1986)-  31 30 42.     (N)    095 57 37.     (W)     SCALED    
 BY2011* NAVD 88     -        96.479  (meters)     316.53   (feet)  ADJUSTED  
 BY2011  ___________________________________________________________________
 BY2011  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BY2011  DYNAMIC HT  -          96.360 (meters)     316.14  (feet)  COMP
 BY2011  MODELED GRAV-     979,410.2   (mgal)                       NAVD 88
 BY2011
 BY2011  VERT ORDER  -  FIRST     CLASS II
 BY2011
 BY2011.The horizontal coordinates were scaled from a topographic map and have
 BY2011.an estimated accuracy of +/- 6 seconds.
 BY2011
 BY2011.The orthometric height was determined by differential leveling
 BY2011.and adjusted by the National Geodetic Survey in June 1991..
 BY2011.WARNING-Repeat measurements at this control monument indicate possible
 BY2011.vertical movement.
 BY2011
 BY2011.The geoid height was determined by GEOID03.
 BY2011
 BY2011.The dynamic height is computed by dividing the NAVD 88
 BY2011.geopotential number by the normal gravity value computed on the
 BY2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2011.degrees latitude (g = 980.6199 gals.).
 BY2011
 BY2011.The modeled gravity was interpolated from observed gravity values.
 BY2011
 BY2011;                    North         East    Units  Estimated Accuracy
 BY2011;SPC TX C     - 3,212,690.    1,115,260.      MT  (+/- 180 meters Scaled)
 BY2011
 BY2011                          SUPERSEDED SURVEY CONTROL
 BY2011
 BY2011  NGVD 29 (??/??/92)   96.438  (m)          316.40   (f) ADJ UNCH    1 2
 BY2011
 BY2011.Superseded values are not recommended for survey control.
 BY2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2011.See file dsdata.txt to determine how the superseded data were derived.
 BY2011
 BY2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ188901(NAD 83)
 BY2011_MARKER: DB = BENCH MARK DISK
 BY2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2011_STAMPING: J 417 1947
 BY2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2011+STABILITY: SURFACE MOTION
 BY2011
 BY2011  HISTORY     - Date     Condition        Report By
 BY2011  HISTORY     - 1947     MONUMENTED       CGS
 BY2011  HISTORY     - 1952     GOOD             NGS
 BY2011
 BY2011                          STATION DESCRIPTION
 BY2011
 BY2011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2011'0.9 MI SW FROM KEECHI.
 BY2011'0.9 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BY2011'FROM THE STATION SIGN AT KEECHI, 2 1/2 POLES NORTH OF MILEPOST 27-20,
 BY2011'65.7 FEETWEST OF THE WEST RAIL, 33 FEET EAST OF THE CENTER LINE OF A
 BY2011'DIRT ROAD, 12 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST,
 BY2011'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 BY2011'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0466 ***********************************************************************
 BZ0466  DESIGNATION -  J 418
 BZ0466  PID         -  BZ0466
 BZ0466  STATE/COUNTY-  TX/LEON
 BZ0466  USGS QUAD   -  BUFFALO (1982)
 BZ0466
 BZ0466                         *CURRENT SURVEY CONTROL
 BZ0466  ___________________________________________________________________
 BZ0466* NAD 83(1986)-  31 23 51.     (N)    096 02 19.     (W)     SCALED    
 BZ0466* NAVD 88     -       119.06   (+/-2cm)     390.6    (feet)  VERTCON   
 BZ0466  ___________________________________________________________________
 BZ0466  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BZ0466
 BZ0466  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0466
 BZ0466.The horizontal coordinates were scaled from a topographic map and have
 BZ0466.an estimated accuracy of +/- 6 seconds.
 BZ0466
 BZ0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0466.The vertical order pertains to the NGVD 29 superseded value.
 BZ0466
 BZ0466.The geoid height was determined by GEOID03.
 BZ0466
 BZ0466;                    North         East    Units  Estimated Accuracy
 BZ0466;SPC TX C     - 3,199,760.    1,108,310.      MT  (+/- 180 meters Scaled)
 BZ0466
 BZ0466                          SUPERSEDED SURVEY CONTROL
 BZ0466
 BZ0466  NGVD 29 (??/??/92)  119.026  (m)          390.50   (f) ADJ UNCH    2 0
 BZ0466
 BZ0466.Superseded values are not recommended for survey control.
 BZ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0466.See file dsdata.txt to determine how the superseded data were derived.
 BZ0466
 BZ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV815774(NAD 83)
 BZ0466_MARKER: DB = BENCH MARK DISK
 BZ0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0466_STAMPING: J 418 1947
 BZ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0466+STABILITY: SURFACE MOTION
 BZ0466
 BZ0466  HISTORY     - Date     Condition        Report By
 BZ0466  HISTORY     - 1947     MONUMENTED       CGS
 BZ0466
 BZ0466                          STATION DESCRIPTION
 BZ0466
 BZ0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0466'9.9 MI E FROM JEWETT.
 BZ0466'TO REACH FROM THE JEWETT STATE BANK AT JEWETT GO NORTHEAST 2.9 MILES
 BZ0466'ALONG U.S.HIGHWAY NO.79, THENCE SOUTHEAST 2.6 MILES ALONG A GRADED
 BZ0466'DIRT ROAD, THENCE EASTERLY 4.4 MILES ALONG A GRADED DIRT ROAD TO SITE
 BZ0466'OF MARK, BENCH MARK IS 73.2 FEET SOUTHWEST OF A FOURTEEN INCH OAK
 BZ0466'TREE, 35.0 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BZ0466'THE ROAD, 27.5 FEET NORTHEAST OF A TWELVE INCH OAK TREE, 9.5 FEET
 BZ0466'SOUTHEAST OF A FENCE AND 1.5 FEET NORTHEAST OF A 4 X 4 IN. MARKER
 BZ0466'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BZ0466'WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0066 ***********************************************************************
 AB0066  DESIGNATION -  J 42
 AB0066  PID         -  AB0066
 AB0066  STATE/COUNTY-  TX/CAMERON
 AB0066  USGS QUAD   -  PALMITO HILL (1983)
 AB0066
 AB0066                         *CURRENT SURVEY CONTROL
 AB0066  ___________________________________________________________________
 AB0066* NAD 83(1986)-  25 57 45.     (N)    097 16 09.     (W)     SCALED    
 AB0066* NAVD 88     -         1.922  (meters)       6.31   (feet)  ADJUSTED  
 AB0066  ___________________________________________________________________
 AB0066  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 AB0066  DYNAMIC HT  -           1.919 (meters)       6.30  (feet)  COMP
 AB0066  MODELED GRAV-     979,055.6   (mgal)                       NAVD 88
 AB0066
 AB0066  VERT ORDER  -  SECOND    CLASS 0
 AB0066
 AB0066.The horizontal coordinates were scaled from a topographic map and have
 AB0066.an estimated accuracy of +/- 6 seconds.
 AB0066
 AB0066.The orthometric height was determined by differential leveling
 AB0066.and adjusted by the National Geodetic Survey in June 1991..
 AB0066
 AB0066.The geoid height was determined by GEOID03.
 AB0066
 AB0066.The dynamic height is computed by dividing the NAVD 88
 AB0066.geopotential number by the normal gravity value computed on the
 AB0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0066.degrees latitude (g = 980.6199 gals.).
 AB0066
 AB0066.The modeled gravity was interpolated from observed gravity values.
 AB0066
 AB0066;                    North         East    Units  Estimated Accuracy
 AB0066;SPC TX S     - 5,033,380.      423,270.      MT  (+/- 180 meters Scaled)
 AB0066
 AB0066                          SUPERSEDED SURVEY CONTROL
 AB0066
 AB0066  NGVD 29 (??/??/92)    2.020  (m)            6.63   (f) ADJ UNCH    2 0
 AB0066
 AB0066.Superseded values are not recommended for survey control.
 AB0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0066.See file dsdata.txt to determine how the superseded data were derived.
 AB0066
 AB0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP732726(NAD 83)
 AB0066_MARKER: DD = SURVEY DISK
 AB0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0066_STAMPING: J 42 6.65
 AB0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0066+STABILITY: SURFACE MOTION
 AB0066
 AB0066  HISTORY     - Date     Condition        Report By
 AB0066  HISTORY     - UNK      MONUMENTED
 AB0066  HISTORY     - 1942     GOOD             NGS
 AB0066  HISTORY     - 1949     GOOD
 AB0066
 AB0066                          STATION DESCRIPTION
 AB0066
 AB0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0066'14.7 MI NE FROM BROWNSVILLE.
 AB0066'14.7 MILES NORTHEAST OF BROWNSVILLE, CAMERON COUNTY.  THIS BENCH MARK
 AB0066'MAY BE REACHED FROM THE INTERSECTION OF SOUTHMOST ROAD BY GOING 1.0
 AB0066'MILE NORTHEAST, 5.7 MILES EAST, AND 8.0 MILES NORTHEAST ALONG STATE
 AB0066'HIGHWAY 4.  IT IS 0.3 MILE WEST OF A HIGHWAY CURVE AT THE EAST END OF
 AB0066'A FILL, AT THE JUNCTION OF A DIM TRACK ROAD, 120 FEET NORTH OF THE
 AB0066'CENTER LINE OF THE HIGHWAY, 60 FEET EAST OF THE CENTER LINE OF THE
 AB0066'ROAD, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET
 AB0066'BELOW THE LEVEL OF THE HIGHWAY.  A CAMERON COUNTY STANDARD DISK,
 AB0066'STAMPED J 42 6.65 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 AB0066'CHANGE TO REACH FROM, TO REACH FROM INTERSECTION OF STATE HIGHWAY 4
 AB0066'AND STATE HIGHWAY 48, NE OF BROWNSVILLE, GO E. ON HIGHWAY 4 ABOUT
 AB0066'13.55 MI. TO SITE OF BENCH MARK.
 AB0066
 AB0066                          STATION RECOVERY (1949)
 AB0066
 AB0066'RECOVERED 1949
 AB0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1877 ***********************************************************************
 BY1877  DESIGNATION -  J 420
 BY1877  PID         -  BY1877
 BY1877  STATE/COUNTY-  TX/LEON
 BY1877  USGS QUAD   -  MIDDLETON (1972)
 BY1877
 BY1877                         *CURRENT SURVEY CONTROL
 BY1877  ___________________________________________________________________
 BY1877* NAD 83(1986)-  31 10 50.     (N)    095 50 33.     (W)     SCALED    
 BY1877* NAVD 88     -        62.70   (+/-2cm)     205.7    (feet)  VERTCON   
 BY1877  ___________________________________________________________________
 BY1877  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY1877
 BY1877  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1877
 BY1877.The horizontal coordinates were scaled from a topographic map and have
 BY1877.an estimated accuracy of +/- 6 seconds.
 BY1877
 BY1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1877.The vertical order pertains to the NGVD 29 superseded value.
 BY1877
 BY1877.The geoid height was determined by GEOID03.
 BY1877
 BY1877;                    North         East    Units  Estimated Accuracy
 BY1877;SPC TX C     - 3,176,460.    1,127,920.      MT  (+/- 180 meters Scaled)
 BY1877
 BY1877                          SUPERSEDED SURVEY CONTROL
 BY1877
 BY1877  NGVD 29 (??/??/92)   62.693  (m)          205.69   (f) ADJ UNCH    2 0
 BY1877
 BY1877.Superseded values are not recommended for survey control.
 BY1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1877.See file dsdata.txt to determine how the superseded data were derived.
 BY1877
 BY1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ290530(NAD 83)
 BY1877_MARKER: DB = BENCH MARK DISK
 BY1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1877_STAMPING: J 420 1947
 BY1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1877+STABILITY: SURFACE MOTION
 BY1877
 BY1877  HISTORY     - Date     Condition        Report By
 BY1877  HISTORY     - 1947     MONUMENTED       CGS
 BY1877  HISTORY     - 1974     GOOD             NGS
 BY1877
 BY1877                          STATION DESCRIPTION
 BY1877
 BY1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1877'1.6 MI NE FROM MIDDLETON.
 BY1877'TO REACH FROM THE POST OFFICE AT MIDDLETON GO EAST 1.1 MILES ALONG A
 BY1877'GRADED DIRT ROAD, THENCE NORTH 0.5 MILE ALONG A GRADED DIRT ROAD TO
 BY1877'SITE OF MARK, BENCH MARK IS 78.6 FEET SOUTHEAST OF THE SOUTHEAST
 BY1877'CORNER OF THE STEEL BRIDGE OVER LITTLE KEECHI CREEK, 60.0 FEET NORTH
 BY1877'OF A TWENTY INCH OAK TREE, 32.0 FEET SOUTH OF AN EIGHTEEN INCH OAK
 BY1877'TREE, 41.5 FEET EAST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE
 BY1877'OF THE ROAD, 1.5 FEET WEST OF A FENCE AND 1.5 FEET NORTH OF A 4 X 4
 BY1877'IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A
 BY1877'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 BY1877
 BY1877                          STATION RECOVERY (1974)
 BY1877
 BY1877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BY1877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1878 ***********************************************************************
 BY1878  DESIGNATION -  J 420 RESET 1974
 BY1878  PID         -  BY1878
 BY1878  STATE/COUNTY-  TX/LEON
 BY1878  USGS QUAD   -  MIDDLETON (1972)
 BY1878
 BY1878                         *CURRENT SURVEY CONTROL
 BY1878  ___________________________________________________________________
 BY1878* NAD 83(1986)-  31 10 50.     (N)    095 50 36.     (W)     SCALED    
 BY1878* NAVD 88     -        62.75   (+/-2cm)     205.9    (feet)  VERTCON   
 BY1878  ___________________________________________________________________
 BY1878  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY1878
 BY1878  VERT ORDER  -  THIRD (See Below)
 BY1878
 BY1878.The horizontal coordinates were scaled from a topographic map and have
 BY1878.an estimated accuracy of +/- 6 seconds.
 BY1878
 BY1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1878.The vertical order pertains to the NGVD 29 superseded value.
 BY1878
 BY1878.The geoid height was determined by GEOID03.
 BY1878
 BY1878;                    North         East    Units  Estimated Accuracy
 BY1878;SPC TX C     - 3,176,460.    1,127,840.      MT  (+/- 180 meters Scaled)
 BY1878
 BY1878                          SUPERSEDED SURVEY CONTROL
 BY1878
 BY1878  NGVD 29 (01/29/03)   62.74   (m)          205.8    (f) RESET       3  
 BY1878
 BY1878.Superseded values are not recommended for survey control.
 BY1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1878.See file dsdata.txt to determine how the superseded data were derived.
 BY1878
 BY1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ290530(NAD 83)
 BY1878_MARKER: DB = BENCH MARK DISK
 BY1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1878_STAMPING: J 420 RESET 1974
 BY1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1878+STABILITY: SURFACE MOTION
 BY1878
 BY1878  HISTORY     - Date     Condition        Report By
 BY1878  HISTORY     - 1974     MONUMENTED       NGS
 BY1878
 BY1878                          STATION DESCRIPTION
 BY1878
 BY1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BY1878'1.6 MI NE FROM MIDDLETON.
 BY1878'1.1 MILE EAST ALONG FM ROAD 811 FROM ITS JUNCTION WITH FM ROAD 1119 AT
 BY1878'THE SETTLEMENT OF MIDDLETON TO A REVERSE Y, CONTINUE NORTHEAST ON FM
 BY1878'ROAD 811 FOR 0.5 MILE TO A CONCRETE BRIDGE AND THE BENCH MARK ON THE
 BY1878'LEFT, APPROXIMATELY 100 FEET SOUTHWEST OF THE SOUTH END OF THE
 BY1878'PROPOSED BRIDGE, 90 FEET WEST OF THE CENTER OF THE ROAD, 1.7 FEET
 BY1878'NORTH OF A METAL WITNESS POST, AT THE BREAK AT THE BOTTOM OF A HILL
 BY1878'SLOPING NORTH, IN WOODED PASTURE LAND ON PROPERTY OF MRS. LORENE
 BY1878'VAUGHAN, A STANDARD BENCH MARK DISK SET IN THE TOP OF A ROUND CONCRETE
 BY1878'MONUMENT WHICH PROJECTS 10-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0309 ***********************************************************************
 BZ0309  DESIGNATION -  J 421
 BZ0309  PID         -  BZ0309
 BZ0309  STATE/COUNTY-  TX/FREESTONE
 BZ0309  USGS QUAD   -  YOUNG (1982)
 BZ0309
 BZ0309                         *CURRENT SURVEY CONTROL
 BZ0309  ___________________________________________________________________
 BZ0309* NAD 83(1986)-  31 51 14.     (N)    096 04 10.     (W)     SCALED    
 BZ0309* NAVD 88     -       104.001  (meters)     341.21   (feet)  ADJUSTED  
 BZ0309  ___________________________________________________________________
 BZ0309  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BZ0309  DYNAMIC HT  -         103.879 (meters)     340.81  (feet)  COMP
 BZ0309  MODELED GRAV-     979,457.3   (mgal)                       NAVD 88
 BZ0309
 BZ0309  VERT ORDER  -  SECOND    CLASS 0
 BZ0309
 BZ0309.The horizontal coordinates were scaled from a topographic map and have
 BZ0309.an estimated accuracy of +/- 6 seconds.
 BZ0309
 BZ0309.The orthometric height was determined by differential leveling
 BZ0309.and adjusted by the National Geodetic Survey in June 1991..
 BZ0309
 BZ0309.The geoid height was determined by GEOID03.
 BZ0309
 BZ0309.The dynamic height is computed by dividing the NAVD 88
 BZ0309.geopotential number by the normal gravity value computed on the
 BZ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0309.degrees latitude (g = 980.6199 gals.).
 BZ0309
 BZ0309.The modeled gravity was interpolated from observed gravity values.
 BZ0309
 BZ0309;                    North         East    Units  Estimated Accuracy
 BZ0309;SPC TX C     - 3,250,210.    1,103,440.      MT  (+/- 180 meters Scaled)
 BZ0309
 BZ0309                          SUPERSEDED SURVEY CONTROL
 BZ0309
 BZ0309  NGVD 29 (??/??/92)  103.994  (m)          341.19   (f) ADJ UNCH    2 0
 BZ0309
 BZ0309.Superseded values are not recommended for survey control.
 BZ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0309.See file dsdata.txt to determine how the superseded data were derived.
 BZ0309
 BZ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA772279(NAD 83)
 BZ0309_MARKER: DB = BENCH MARK DISK
 BZ0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0309_STAMPING: J 421 1947
 BZ0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0309+STABILITY: SURFACE MOTION
 BZ0309
 BZ0309  HISTORY     - Date     Condition        Report By
 BZ0309  HISTORY     - 1947     MONUMENTED       CGS
 BZ0309
 BZ0309                          STATION DESCRIPTION
 BZ0309
 BZ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0309'1.0 MI NE FROM YOUNG.
 BZ0309'1.0 MILE NORTHEAST ALONG A DIRT ROAD FROM THE GENERAL STORE AT YOUNG,
 BZ0309'0.2 MILE NORTHEAST OF THE JUNCTION WITH A DIRT ROAD LEADING EAST, ON
 BZ0309'THE OUTSIDE OF A CURVE, 31 FEET NORTHWEST OF THE CENTER LINE OF THE
 BZ0309'ROAD, 18 FEET SOUTHWEST OF A 24 INCH OAK TREE WHICH IS BEING USED FOR
 BZ0309'A GATE POST, 11 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD
 BZ0309'LEADING NORTHWEST THROUGH A GATE, 2 FEET NORTHEAST OF A 4X4 MARKER
 BZ0309'POST, 1 FOOT SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE.  A BRONZE
 BZ0309'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BZ0309'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0701 ***********************************************************************
 CS0701  DESIGNATION -  J 422
 CS0701  PID         -  CS0701
 CS0701  STATE/COUNTY-  TX/NAVARRO
 CS0701  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0701
 CS0701                         *CURRENT SURVEY CONTROL
 CS0701  ___________________________________________________________________
 CS0701* NAD 83(1986)-  32 02 26.     (N)    096 06 22.     (W)     SCALED    
 CS0701* NAVD 88     -       104.229  (meters)     341.96   (feet)  ADJUSTED  
 CS0701  ___________________________________________________________________
 CS0701  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CS0701  DYNAMIC HT  -         104.108 (meters)     341.56  (feet)  COMP
 CS0701  MODELED GRAV-     979,474.8   (mgal)                       NAVD 88
 CS0701
 CS0701  VERT ORDER  -  SECOND    CLASS 0
 CS0701
 CS0701.The horizontal coordinates were scaled from a topographic map and have
 CS0701.an estimated accuracy of +/- 6 seconds.
 CS0701
 CS0701.The orthometric height was determined by differential leveling
 CS0701.and adjusted by the National Geodetic Survey in June 1991..
 CS0701
 CS0701.The geoid height was determined by GEOID03.
 CS0701
 CS0701.The dynamic height is computed by dividing the NAVD 88
 CS0701.geopotential number by the normal gravity value computed on the
 CS0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0701.degrees latitude (g = 980.6199 gals.).
 CS0701
 CS0701.The modeled gravity was interpolated from observed gravity values.
 CS0701
 CS0701;                    North         East    Units  Estimated Accuracy
 CS0701;SPC TXNC     - 2,044,040.      826,090.      MT  (+/- 180 meters Scaled)
 CS0701
 CS0701                          SUPERSEDED SURVEY CONTROL
 CS0701
 CS0701  NGVD 29 (??/??/92)  104.229  (m)          341.96   (f) ADJ UNCH    2 0
 CS0701
 CS0701.Superseded values are not recommended for survey control.
 CS0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0701.See file dsdata.txt to determine how the superseded data were derived.
 CS0701
 CS0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA732485(NAD 83)
 CS0701_MARKER: DB = BENCH MARK DISK
 CS0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0701_STAMPING: J 422 1947
 CS0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0701+STABILITY: SURFACE MOTION
 CS0701
 CS0701  HISTORY     - Date     Condition        Report By
 CS0701  HISTORY     - 1947     MONUMENTED       CGS
 CS0701
 CS0701                          STATION DESCRIPTION
 CS0701
 CS0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0701'2.3 MI SE FROM RURAL SHADE.
 CS0701'0.6 OF A MILE NORTHEAST ALONG A GRADED DIRT ROAD FROM THE RURAL SHADE
 CS0701'ELEMENTARY SCHOOL, THENCE 1.3 MILES EAST ALONG A GRADED DIRT ROAD,
 CS0701'THENCE 0.4 OF A MILE SOUTHEAST ALONG A GRADED DIRT ROAD TO THE SITE OF
 CS0701'THE BENCH MARK.  THE MARK IS 140 FEET NORTH OF A FARMHOUSE, 98 FEET
 CS0701'NORTHWEST OF AN EIGHTEEN INCH OAK TREE, 28 FEET SOUTHWEST OF AND 1
 CS0701'FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 6 FEET SOUTHWEST OF A
 CS0701'FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE, AND 2 FEET SOUTHWEST OF A
 CS0701'4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 CS0701'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0805 ***********************************************************************
 GL0805  DESIGNATION -  J 423
 GL0805  PID         -  GL0805
 GL0805  STATE/COUNTY-  TX/DALLAM
 GL0805  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0805
 GL0805                         *CURRENT SURVEY CONTROL
 GL0805  ___________________________________________________________________
 GL0805* NAD 83(1986)-  36 17 32.     (N)    103 02 28.     (W)     SCALED    
 GL0805* NAVD 88     -      1399.273  (meters)    4590.78   (feet)  ADJUSTED  
 GL0805  ___________________________________________________________________
 GL0805  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 GL0805  DYNAMIC HT  -        1397.622 (meters)    4585.36  (feet)  COMP
 GL0805  MODELED GRAV-     979,403.8   (mgal)                       NAVD 88
 GL0805
 GL0805  VERT ORDER  -  SECOND    CLASS 0
 GL0805
 GL0805.The horizontal coordinates were scaled from a topographic map and have
 GL0805.an estimated accuracy of +/- 6 seconds.
 GL0805
 GL0805.The orthometric height was determined by differential leveling
 GL0805.and adjusted by the National Geodetic Survey in June 1991..
 GL0805
 GL0805.The geoid height was determined by GEOID03.
 GL0805
 GL0805.The dynamic height is computed by dividing the NAVD 88
 GL0805.geopotential number by the normal gravity value computed on the
 GL0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0805.degrees latitude (g = 980.6199 gals.).
 GL0805
 GL0805.The modeled gravity was interpolated from observed gravity values.
 GL0805
 GL0805;                    North         East    Units  Estimated Accuracy
 GL0805;SPC TX N     - 1,255,380.       61,560.      MT  (+/- 180 meters Scaled)
 GL0805
 GL0805                          SUPERSEDED SURVEY CONTROL
 GL0805
 GL0805  NGVD 29 (??/??/92) 1398.593  (m)         4588.55   (f) ADJ UNCH    2 0
 GL0805
 GL0805.Superseded values are not recommended for survey control.
 GL0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0805.See file dsdata.txt to determine how the superseded data were derived.
 GL0805
 GL0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA759181(NAD 83)
 GL0805_MARKER: DB = BENCH MARK DISK
 GL0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0805_SP_SET: GUARD RAIL
 GL0805_STAMPING: J 423 1955
 GL0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0805+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0805
 GL0805  HISTORY     - Date     Condition        Report By
 GL0805  HISTORY     - 1955     MONUMENTED       CGS
 GL0805  HISTORY     - 20050806 GOOD             USPSQD
 GL0805
 GL0805                          STATION DESCRIPTION
 GL0805
 GL0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0805'6.3 MI S FROM TEXLINE.
 GL0805'6.3 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0805'CITY RAILROAD STATION AT TEXLINE, 12 FEET WEST OF THE CENTER LINE OF
 GL0805'THE FARM ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST GUARD RAIL
 GL0805'OF A CONCRETE BRIDGE OVER A LARGE DRY WASH.
 GL0805
 GL0805                          STATION RECOVERY (2005)
 GL0805
 GL0805'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0805'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0037 ***********************************************************************
 EN0037  DESIGNATION -  J 425
 EN0037  PID         -  EN0037
 EN0037  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0037  USGS QUAD   -  QUAIL (1964)
 EN0037
 EN0037                         *CURRENT SURVEY CONTROL
 EN0037  ___________________________________________________________________
 EN0037* NAD 83(1986)-  34 55 12.     (N)    100 25 53.     (W)     SCALED    
 EN0037* NAVD 88     -       687.926  (meters)    2256.97   (feet)  POSTED    
 EN0037  ___________________________________________________________________
 EN0037  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EN0037  DYNAMIC HT  -         687.160 (meters)    2254.46  (feet)  COMP
 EN0037  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 EN0037
 EN0037  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0037
 EN0037.The horizontal coordinates were scaled from a topographic map and have
 EN0037.an estimated accuracy of +/- 6 seconds.
 EN0037
 EN0037.The orthometric height was determined by differential leveling
 EN0037.and adjusted by the National Geodetic Survey in 1992..
 EN0037.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0037.rate of 1.1 thru 2.0 mm/km.
 EN0037
 EN0037.The geoid height was determined by GEOID03.
 EN0037
 EN0037.The dynamic height is computed by dividing the NAVD 88
 EN0037.geopotential number by the normal gravity value computed on the
 EN0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0037.degrees latitude (g = 980.6199 gals.).
 EN0037
 EN0037.The modeled gravity was interpolated from observed gravity values.
 EN0037
 EN0037;                    North         East    Units  Estimated Accuracy
 EN0037;SPC TX N     - 1,102,590.      297,640.      MT  (+/- 180 meters Scaled)
 EN0037
 EN0037                          SUPERSEDED SURVEY CONTROL
 EN0037
 EN0037  NGVD 29 (??/??/92)  687.609  (m)         2255.93   (f) ADJ UNCH    2 0
 EN0037
 EN0037.Superseded values are not recommended for survey control.
 EN0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0037.See file dsdata.txt to determine how the superseded data were derived.
 EN0037
 EN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD692651(NAD 83)
 EN0037_MARKER: DB = BENCH MARK DISK
 EN0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0037_STAMPING: J 425 1934
 EN0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0037+STABILITY: SURFACE MOTION
 EN0037
 EN0037  HISTORY     - Date     Condition        Report By
 EN0037  HISTORY     - 1934     MONUMENTED       CGS
 EN0037  HISTORY     - 1964     MARK NOT FOUND   USGS
 EN0037
 EN0037                          STATION DESCRIPTION
 EN0037
 EN0037'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EN0037'2.1 MI W FROM QUAIL.
 EN0037'2.1 MILES WEST ALONG ALONG STATE HIGHWAY 203 FROM QUAIL, COLLINGSWORTH
 EN0037'COUNTY, 13 FEET EAST OF A ROW OF TREES LEADING SOUTH, 30 FEET SOUTH OF
 EN0037'THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF A FENCE CORNER, AND SET
 EN0037'IN THE TOP OF A CONCRETE POST.  NOTE-- IT HAS BEEN REPORTED THAT THE
 EN0037'FENCE IS GONE AND ROAD GRADER HAS BEEN WORKING SLOPES AROUND DITCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0065 ***********************************************************************
 EN0065  DESIGNATION -  J 426
 EN0065  PID         -  EN0065
 EN0065  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0065  USGS QUAD   -  WELLINGTON (1982)
 EN0065
 EN0065                         *CURRENT SURVEY CONTROL
 EN0065  ___________________________________________________________________
 EN0065* NAD 83(1986)-  34 50 00.     (N)    100 09 25.     (W)     SCALED    
 EN0065* NAVD 88     -       605.709  (meters)    1987.23   (feet)  POSTED    
 EN0065  ___________________________________________________________________
 EN0065  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 EN0065  DYNAMIC HT  -         605.030 (meters)    1985.00  (feet)  COMP
 EN0065  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 EN0065
 EN0065  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EN0065
 EN0065.The horizontal coordinates were scaled from a topographic map and have
 EN0065.an estimated accuracy of +/- 6 seconds.
 EN0065
 EN0065.The orthometric height was determined by differential leveling
 EN0065.and adjusted by the National Geodetic Survey in 1992..
 EN0065.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EN0065.rate of 0.0 thru 1.0 mm/km.
 EN0065
 EN0065.The geoid height was determined by GEOID03.
 EN0065
 EN0065.The dynamic height is computed by dividing the NAVD 88
 EN0065.geopotential number by the normal gravity value computed on the
 EN0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0065.degrees latitude (g = 980.6199 gals.).
 EN0065
 EN0065.The modeled gravity was interpolated from observed gravity values.
 EN0065
 EN0065;                    North         East    Units  Estimated Accuracy
 EN0065;SPC TX N     - 1,093,280.      322,850.      MT  (+/- 180 meters Scaled)
 EN0065
 EN0065                          SUPERSEDED SURVEY CONTROL
 EN0065
 EN0065  NGVD 29 (??/??/92)  605.39   (m)         1986.2    (f) COMPUTED    2 0
 EN0065
 EN0065.Superseded values are not recommended for survey control.
 EN0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0065.See file dsdata.txt to determine how the superseded data were derived.
 EN0065
 EN0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD942551(NAD 83)
 EN0065_MARKER: DB = BENCH MARK DISK
 EN0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0065_STAMPING: J-426 1934
 EN0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0065+STABILITY: SURFACE MOTION
 EN0065
 EN0065  HISTORY     - Date     Condition        Report By
 EN0065  HISTORY     - 1934     MONUMENTED       CGS
 EN0065  HISTORY     - 1964     MARK NOT FOUND   USGS
 EN0065
 EN0065                          STATION DESCRIPTION
 EN0065
 EN0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0065'3.4 MI SE FROM WELLINGTON.
 EN0065'3.4 MI. S.E. OF ON M.K.T. RAILROAD.  AT MILE POST NO. 129, 2 FT. S.W.
 EN0065'OF MILE POST, 37 FT. N.E. CENTER LINE OF TRACK, AND 9 FT. S.W. OF
 EN0065'FENCE LINE.  NOTE-- RR IS DISMANTLED.
 EN0065
 EN0065                          STATION RECOVERY (1964)
 EN0065
 EN0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EN0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0030 ***********************************************************************
 EN0030  DESIGNATION -  J 427
 EN0030  PID         -  EN0030
 EN0030  STATE/COUNTY-  TX/CHILDRESS
 EN0030  USGS QUAD   -  SMITHDALE (1985)
 EN0030
 EN0030                         *CURRENT SURVEY CONTROL
 EN0030  ___________________________________________________________________
 EN0030* NAD 83(1986)-  34 36 05.     (N)    100 11 19.     (W)     SCALED    
 EN0030* NAVD 88     -       528.242  (meters)    1733.07   (feet)  ADJUSTED  
 EN0030  ___________________________________________________________________
 EN0030  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 EN0030  DYNAMIC HT  -         527.646 (meters)    1731.12  (feet)  COMP
 EN0030  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 EN0030
 EN0030  VERT ORDER  -  SECOND    CLASS 0
 EN0030
 EN0030.The horizontal coordinates were scaled from a topographic map and have
 EN0030.an estimated accuracy of +/- 6 seconds.
 EN0030
 EN0030.The orthometric height was determined by differential leveling
 EN0030.and adjusted by the National Geodetic Survey in June 1991..
 EN0030
 EN0030.The geoid height was determined by GEOID03.
 EN0030
 EN0030.The dynamic height is computed by dividing the NAVD 88
 EN0030.geopotential number by the normal gravity value computed on the
 EN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0030.degrees latitude (g = 980.6199 gals.).
 EN0030
 EN0030.The modeled gravity was interpolated from observed gravity values.
 EN0030
 EN0030;                    North         East    Units  Estimated Accuracy
 EN0030;SPC TX N     - 1,067,520.      320,290.      MT  (+/- 180 meters Scaled)
 EN0030
 EN0030                          SUPERSEDED SURVEY CONTROL
 EN0030
 EN0030  NGVD 29 (??/??/92)  527.958  (m)         1732.14   (f) ADJ UNCH    2 0
 EN0030
 EN0030.Superseded values are not recommended for survey control.
 EN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0030.See file dsdata.txt to determine how the superseded data were derived.
 EN0030
 EN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD910294(NAD 83)
 EN0030_MARKER: DB = BENCH MARK DISK
 EN0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0030_SP_SET: CULVERT
 EN0030_STAMPING: J 427 1934
 EN0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0030
 EN0030  HISTORY     - Date     Condition        Report By
 EN0030  HISTORY     - 1934     MONUMENTED       CGS
 EN0030  HISTORY     - 1953     GOOD             NGS
 EN0030  HISTORY     - 1958     GOOD             NGS
 EN0030
 EN0030                          STATION DESCRIPTION
 EN0030
 EN0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EN0030'11.9 MI N FROM CHILDRESS.
 EN0030'11.9 MILES NORTH ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH U.S.
 EN0030'HIGHWAY 287 AT CHILDRESS, 28 FEET EAST OF THE CENTER LINE OF THE
 EN0030'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A
 EN0030'SMALL CONCRETE CULVERT.
 EN0030
 EN0030                          STATION RECOVERY (1958)
 EN0030
 EN0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0204 ***********************************************************************
 EN0204  DESIGNATION -  J 428
 EN0204  PID         -  EN0204
 EN0204  STATE/COUNTY-  TX/DONLEY
 EN0204  USGS QUAD   -  CLARENDON (1982)
 EN0204
 EN0204                         *CURRENT SURVEY CONTROL
 EN0204  ___________________________________________________________________
 EN0204* NAD 83(1986)-  34 58 32.     (N)    100 59 00.     (W)     SCALED    
 EN0204* NAVD 88     -       861.201  (meters)    2825.46   (feet)  ADJUSTED  
 EN0204  ___________________________________________________________________
 EN0204  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EN0204  DYNAMIC HT  -         860.201 (meters)    2822.18  (feet)  COMP
 EN0204  MODELED GRAV-     979,444.2   (mgal)                       NAVD 88
 EN0204
 EN0204  VERT ORDER  -  SECOND    CLASS 0
 EN0204
 EN0204.The horizontal coordinates were scaled from a topographic map and have
 EN0204.an estimated accuracy of +/- 6 seconds.
 EN0204
 EN0204.The orthometric height was determined by differential leveling
 EN0204.and adjusted by the National Geodetic Survey in June 1991..
 EN0204
 EN0204.The geoid height was determined by GEOID03.
 EN0204
 EN0204.The dynamic height is computed by dividing the NAVD 88
 EN0204.geopotential number by the normal gravity value computed on the
 EN0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0204.degrees latitude (g = 980.6199 gals.).
 EN0204
 EN0204.The modeled gravity was interpolated from observed gravity values.
 EN0204
 EN0204;                    North         East    Units  Estimated Accuracy
 EN0204;SPC TX N     - 1,108,350.      247,180.      MT  (+/- 180 meters Scaled)
 EN0204
 EN0204                          SUPERSEDED SURVEY CONTROL
 EN0204
 EN0204  NGVD 29 (??/??/92)  860.784  (m)         2824.09   (f) ADJ UNCH    2 0
 EN0204
 EN0204.Superseded values are not recommended for survey control.
 EN0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0204.See file dsdata.txt to determine how the superseded data were derived.
 EN0204
 EN0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD189721(NAD 83)
 EN0204_MARKER: DB = BENCH MARK DISK
 EN0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0204_STAMPING: J-428 1934
 EN0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0204+STABILITY: SURFACE MOTION
 EN0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0204+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 EN0204
 EN0204  HISTORY     - Date     Condition        Report By
 EN0204  HISTORY     - 1934     MONUMENTED       CGS
 EN0204  HISTORY     - 1941     GOOD             NGS
 EN0204  HISTORY     - 1984     GOOD             NGS
 EN0204  HISTORY     - 20040803 GOOD             USPSQD
 EN0204
 EN0204                          STATION DESCRIPTION
 EN0204
 EN0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0204'4.1 MI SE FROM ASHTOLA.
 EN0204'4.1 MI. S.E. ALONG F.W. AND .D.C. RAILROAD.  6.1 MI. N.W. OF CLARENDON
 EN0204'AT N.W. END OF A CUT ON A CURVE, 2 POLES S.E. OF MILE POST NO. 284,
 EN0204'105 FT. N.E. OF THE CENTER LINE OF U.S. NO. 370, 36 FT. S.W. OF THE
 EN0204'CENTER LINE OF TRACK, AND 2 FT. N.E. OF A TELEGRAPH POLE.
 EN0204
 EN0204                          STATION RECOVERY (1941)
 EN0204
 EN0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 EN0204'RECOVERED IN GOOD CONDITION.
 EN0204
 EN0204                          STATION RECOVERY (1984)
 EN0204
 EN0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0204'RECOVERED IN GOOD CONDITION.
 EN0204
 EN0204                          STATION RECOVERY (2004)
 EN0204
 EN0204'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0301 ***********************************************************************
 EN0301  DESIGNATION -  J 429
 EN0301  PID         -  EN0301
 EN0301  STATE/COUNTY-  TX/BRISCOE
 EN0301  USGS QUAD   -  LAKE THEO (1967)
 EN0301
 EN0301                         *CURRENT SURVEY CONTROL
 EN0301  ___________________________________________________________________
 EN0301* NAD 83(1986)-  34 26 21.     (N)    101 01 20.     (W)     SCALED    
 EN0301* NAVD 88     -       742.473  (meters)    2435.93   (feet)  ADJUSTED  
 EN0301  ___________________________________________________________________
 EN0301  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 EN0301  DYNAMIC HT  -         741.579 (meters)    2433.00  (feet)  COMP
 EN0301  MODELED GRAV-     979,407.8   (mgal)                       NAVD 88
 EN0301
 EN0301  VERT ORDER  -  SECOND    CLASS 0
 EN0301
 EN0301.The horizontal coordinates were scaled from a topographic map and have
 EN0301.an estimated accuracy of +/- 6 seconds.
 EN0301
 EN0301.The orthometric height was determined by differential leveling
 EN0301.and adjusted by the National Geodetic Survey in June 1991..
 EN0301
 EN0301.The geoid height was determined by GEOID03.
 EN0301
 EN0301.The dynamic height is computed by dividing the NAVD 88
 EN0301.geopotential number by the normal gravity value computed on the
 EN0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0301.degrees latitude (g = 980.6199 gals.).
 EN0301
 EN0301.The modeled gravity was interpolated from observed gravity values.
 EN0301
 EN0301;                    North         East    Units  Estimated Accuracy
 EN0301;SPC TX N     - 1,048,830.      243,910.      MT  (+/- 180 meters Scaled)
 EN0301
 EN0301                          SUPERSEDED SURVEY CONTROL
 EN0301
 EN0301  NGVD 29 (??/??/92)  742.132  (m)         2434.81   (f) ADJ UNCH    2 0
 EN0301
 EN0301.Superseded values are not recommended for survey control.
 EN0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0301.See file dsdata.txt to determine how the superseded data were derived.
 EN0301
 EN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD142127(NAD 83)
 EN0301_MARKER: DB = BENCH MARK DISK
 EN0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0301_STAMPING: J 429 1934
 EN0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0301+STABILITY: SURFACE MOTION
 EN0301
 EN0301  HISTORY     - Date     Condition        Report By
 EN0301  HISTORY     - 1934     MONUMENTED       CGS
 EN0301  HISTORY     - 1967     POOR             USGS
 EN0301
 EN0301                          STATION DESCRIPTION
 EN0301
 EN0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0301'6.8 MI N FROM QUITAQUE.
 EN0301'6.8 MILES NORTH ALONG THE CLARENDON-QUITAQUE ROAD FROM QUITAQUE,
 EN0301'BRISCOE COUNTY, AT THE BOTTOM OF A DRAW, 50 FEET SOUTH OF A
 EN0301'GALVANIZED-IRON CULVERT, 27 FEET WEST OF THE CENTERLINE OF THE ROAD.
 EN0301'AND SET IN THE TOP OF A CONCRETE POST.
 EN0301
 EN0301                          STATION RECOVERY (1967)
 EN0301
 EN0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EN0301'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0115 ***********************************************************************
 AY0115  DESIGNATION -  J 43
 AY0115  PID         -  AY0115
 AY0115  STATE/COUNTY-  TX/BEXAR
 AY0115  USGS QUAD   -  LONGHORN (1992)
 AY0115
 AY0115                         *CURRENT SURVEY CONTROL
 AY0115  ___________________________________________________________________
 AY0115* NAD 83(1986)-  29 33 23.     (N)    098 22 38.     (W)     SCALED    
 AY0115* NAVD 88     -       245.448  (meters)     805.27   (feet)  POSTED    
 AY0115  ___________________________________________________________________
 AY0115  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AY0115  DYNAMIC HT  -         245.090 (meters)     804.10  (feet)  COMP
 AY0115  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 AY0115
 AY0115  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0115
 AY0115.The horizontal coordinates were scaled from a topographic map and have
 AY0115.an estimated accuracy of +/- 6 seconds.
 AY0115
 AY0115.The orthometric height was determined by differential leveling
 AY0115.and adjusted by the National Geodetic Survey in 1992..
 AY0115.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0115.rate of 0.0 thru 1.0 mm/km.
 AY0115
 AY0115.The geoid height was determined by GEOID03.
 AY0115
 AY0115.The dynamic height is computed by dividing the NAVD 88
 AY0115.geopotential number by the normal gravity value computed on the
 AY0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0115.degrees latitude (g = 980.6199 gals.).
 AY0115
 AY0115.The modeled gravity was interpolated from observed gravity values.
 AY0115
 AY0115;                    North         East    Units  Estimated Accuracy
 AY0115;SPC TXSC     - 4,191,120.      660,350.      MT  (+/- 180 meters Scaled)
 AY0115
 AY0115                          SUPERSEDED SURVEY CONTROL
 AY0115
 AY0115  NGVD 29 (??/??/92)  245.330  (m)          804.89   (f) ADJ UNCH    1 2
 AY0115
 AY0115.Superseded values are not recommended for survey control.
 AY0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0115.See file dsdata.txt to determine how the superseded data were derived.
 AY0115
 AY0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT603697(NAD 83)
 AY0115_MARKER: DB = BENCH MARK DISK
 AY0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0115_STAMPING: ELEV. 804.62 FT. J 43 1917
 AY0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0115+STABILITY: SURFACE MOTION
 AY0115
 AY0115  HISTORY     - Date     Condition        Report By
 AY0115  HISTORY     - 1917     MONUMENTED       CGS
 AY0115  HISTORY     - 1967     GOOD             USGS
 AY0115  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0115  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0115  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AY0115
 AY0115                          STATION DESCRIPTION
 AY0115
 AY0115'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0115'18.6 MI SW FROM NEW BRAUNFELS.
 AY0115'18.6 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0115'FROM THE STATION AT NEW BRAUNFELS, BEXAR COUNTY, 45 FEET SOUTHEAST OF
 AY0115'THE CENTERLINE OF THE TRACK.  FROM THE INTERSECTION OF OCONNOR AND
 AY0115'LOOKOUT ROADS.  905 FEET NORTHEAST ALONG THE CENTERLINE OF LOOKOUT
 AY0115'ROAD, THENCE 28 FEET NORTHWEST.  A STANDARD DISK, STAMPED ELEV 804.62
 AY0115'FT J 43 1917 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 AY0115'ABOVE THE GROUND.
 AY0115
 AY0115                          STATION RECOVERY (1987)
 AY0115
 AY0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0115'MARK NOT FOUND.
 AY0115
 AY0115                          STATION RECOVERY (1989)
 AY0115
 AY0115'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0115'MARK NOT FOUND.
 AY0115
 AY0115                          STATION RECOVERY (1999)
 AY0115
 AY0115'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0099 ***********************************************************************
 EO0099  DESIGNATION -  J 430
 EO0099  PID         -  EO0099
 EO0099  STATE/COUNTY-  TX/CASTRO
 EO0099  USGS QUAD   -  NAZARETH SW (1965)
 EO0099
 EO0099                         *CURRENT SURVEY CONTROL
 EO0099  ___________________________________________________________________
 EO0099* NAD 83(1986)-  34 32 23.     (N)    102 11 42.     (W)     SCALED    
 EO0099* NAVD 88     -      1161.845  (meters)    3811.82   (feet)  ADJUSTED  
 EO0099  ___________________________________________________________________
 EO0099  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 EO0099  DYNAMIC HT  -        1160.367 (meters)    3806.97  (feet)  COMP
 EO0099  MODELED GRAV-     979,323.5   (mgal)                       NAVD 88
 EO0099
 EO0099  VERT ORDER  -  SECOND    CLASS 0
 EO0099
 EO0099.The horizontal coordinates were scaled from a topographic map and have
 EO0099.an estimated accuracy of +/- 6 seconds.
 EO0099
 EO0099.The orthometric height was determined by differential leveling
 EO0099.and adjusted by the National Geodetic Survey in June 1991..
 EO0099
 EO0099.The geoid height was determined by GEOID03.
 EO0099
 EO0099.The dynamic height is computed by dividing the NAVD 88
 EO0099.geopotential number by the normal gravity value computed on the
 EO0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0099.degrees latitude (g = 980.6199 gals.).
 EO0099
 EO0099.The modeled gravity was interpolated from observed gravity values.
 EO0099
 EO0099;                    North         East    Units  Estimated Accuracy
 EO0099;SPC TX N     - 1,060,100.      136,200.      MT  (+/- 180 meters Scaled)
 EO0099
 EO0099                          SUPERSEDED SURVEY CONTROL
 EO0099
 EO0099  NGVD 29 (??/??/92) 1161.366  (m)         3810.25   (f) ADJ UNCH    2 0
 EO0099
 EO0099.Superseded values are not recommended for survey control.
 EO0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0099.See file dsdata.txt to determine how the superseded data were derived.
 EO0099
 EO0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU574255(NAD 83)
 EO0099_MARKER: DB = BENCH MARK DISK
 EO0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0099_STAMPING: J 430 1934
 EO0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0099+STABILITY: SURFACE MOTION
 EO0099
 EO0099  HISTORY     - Date     Condition        Report By
 EO0099  HISTORY     - 1934     MONUMENTED       CGS
 EO0099
 EO0099                          STATION DESCRIPTION
 EO0099
 EO0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0099'6.7 MI E FROM DIMMITT.
 EO0099'6.7 MILES EAST ALONG STATE HIGHWAY 86 FROM THE FORT WORTH AND DENVER
 EO0099'RAILWAY STATION AT DIMMITT, AT THE JUNCTION OF A ROAD LEADING SOUTH,
 EO0099'50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 21 FEET EAST OF THE
 EO0099'CENTERLINE OF THE ROAD, 4 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT
 EO0099'WEST OF THE FENCE LINE LEADING SOUTH.  A STANDARD DISK, STAMPED J 430
 EO0099'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0307 ***********************************************************************
 EN0307  DESIGNATION -  J 431 RESET 1942
 EN0307  PID         -  EN0307
 EN0307  STATE/COUNTY-  TX/BRISCOE
 EN0307  USGS QUAD   -  ROCK CREEK (1965)
 EN0307
 EN0307                         *CURRENT SURVEY CONTROL
 EN0307  ___________________________________________________________________
 EN0307* NAD 83(1986)-  34 28 40.     (N)    101 28 11.     (W)     SCALED    
 EN0307* NAVD 88     -      1005.61   (+/-2cm)    3299.2    (feet)  VERTCON   
 EN0307  ___________________________________________________________________
 EN0307  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EN0307
 EN0307  VERT ORDER  -  THIRD (See Below)
 EN0307
 EN0307.The horizontal coordinates were scaled from a topographic map and have
 EN0307.an estimated accuracy of +/- 6 seconds.
 EN0307
 EN0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0307.The vertical order pertains to the NGVD 29 superseded value.
 EN0307
 EN0307.The geoid height was determined by GEOID03.
 EN0307
 EN0307;                    North         East    Units  Estimated Accuracy
 EN0307;SPC TX N     - 1,053,010.      202,780.      MT  (+/- 180 meters Scaled)
 EN0307
 EN0307                          SUPERSEDED SURVEY CONTROL
 EN0307
 EN0307  NGVD 29 (??/??/??) 1005.22   (m)         3298.0    (f) RESET       3  
 EN0307
 EN0307.Superseded values are not recommended for survey control.
 EN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0307.See file dsdata.txt to determine how the superseded data were derived.
 EN0307
 EN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD731179(NAD 83)
 EN0307_MARKER: DB = BENCH MARK DISK
 EN0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0307_SP_SET: CULVERT
 EN0307_STAMPING: J 431 RESET 1942
 EN0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0307
 EN0307  HISTORY     - Date     Condition        Report By
 EN0307  HISTORY     - 1942     MONUMENTED       TXHD
 EN0307
 EN0307                          STATION DESCRIPTION
 EN0307
 EN0307'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1942
 EN0307'9.9 MI W FROM SILVERTON.
 EN0307'9.9 MILES WEST ALONG STATE HIGHWAY 86 FROM THE COUNTY COURTHOUSE AT
 EN0307'SILVERTON, AT THE SWISHER-BRISCOE COUNTY LINE, AT A CONCRETE CULVERT,
 EN0307'AND IN THE TOP OF THE NORTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0336 ***********************************************************************
 EN0336  DESIGNATION -  J 432
 EN0336  PID         -  EN0336
 EN0336  STATE/COUNTY-  TX/SWISHER
 EN0336  USGS QUAD   -  EDMONSON NE (1965)
 EN0336
 EN0336                         *CURRENT SURVEY CONTROL
 EN0336  ___________________________________________________________________
 EN0336* NAD 83(1986)-  34 27 21.     (N)    101 45 56.     (W)     SCALED    
 EN0336* NAVD 88     -      1058.440  (meters)    3472.57   (feet)  ADJUSTED  
 EN0336  ___________________________________________________________________
 EN0336  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 EN0336  DYNAMIC HT  -        1057.111 (meters)    3468.20  (feet)  COMP
 EN0336  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 EN0336
 EN0336  VERT ORDER  -  SECOND    CLASS 0
 EN0336
 EN0336.The horizontal coordinates were scaled from a topographic map and have
 EN0336.an estimated accuracy of +/- 6 seconds.
 EN0336
 EN0336.The orthometric height was determined by differential leveling
 EN0336.and adjusted by the National Geodetic Survey in June 1991..
 EN0336
 EN0336.The geoid height was determined by GEOID03.
 EN0336
 EN0336.The dynamic height is computed by dividing the NAVD 88
 EN0336.geopotential number by the normal gravity value computed on the
 EN0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0336.degrees latitude (g = 980.6199 gals.).
 EN0336
 EN0336.The modeled gravity was interpolated from observed gravity values.
 EN0336
 EN0336;                    North         East    Units  Estimated Accuracy
 EN0336;SPC TX N     - 1,050,600.      175,600.      MT  (+/- 180 meters Scaled)
 EN0336
 EN0336                          SUPERSEDED SURVEY CONTROL
 EN0336
 EN0336  NGVD 29 (??/??/92) 1058.017  (m)         3471.18   (f) ADJ UNCH    2 0
 EN0336
 EN0336.Superseded values are not recommended for survey control.
 EN0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0336.See file dsdata.txt to determine how the superseded data were derived.
 EN0336
 EN0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD459161(NAD 83)
 EN0336_MARKER: DB = BENCH MARK DISK
 EN0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0336_STAMPING: J 432 1934
 EN0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0336+STABILITY: SURFACE MOTION
 EN0336
 EN0336  HISTORY     - Date     Condition        Report By
 EN0336  HISTORY     - 1934     MONUMENTED       CGS
 EN0336  HISTORY     - 1965     GOOD             USGS
 EN0336
 EN0336                          STATION DESCRIPTION
 EN0336
 EN0336'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EN0336'6.2 MI N FROM KRESS.
 EN0336'ABOUT 6.2 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EN0336'THE STATION AT KRESS, SWISHER COUNTY, ABOUT 5.6 MILES SOUTH OF TULIA,
 EN0336'84 FEET WEST OF MILEPOST 609, 55.7 FEET NORTHEAST OF THE CENTERLINE OF
 EN0336'THE EAST LANE OF U S HIGHWAY 87, 44 FEET WEST OF THE CENTERLINE OF THE
 EN0336'TRACKS.  A STANDARD DISK, STAMPED J 432 1934 AND SET IN THE TOP OF A
 EN0336'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0081 ***********************************************************************
 DP0081  DESIGNATION -  J 433
 DP0081  PID         -  DP0081
 DP0081  STATE/COUNTY-  TX/KENT
 DP0081  USGS QUAD   -  GIRARD (1959)
 DP0081
 DP0081                         *CURRENT SURVEY CONTROL
 DP0081  ___________________________________________________________________
 DP0081* NAD 83(1986)-  33 21 41.     (N)    100 40 01.     (W)     SCALED    
 DP0081* NAVD 88     -       642.290  (meters)    2107.25   (feet)  ADJUSTED  
 DP0081  ___________________________________________________________________
 DP0081  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DP0081  DYNAMIC HT  -         641.517 (meters)    2104.71  (feet)  COMP
 DP0081  MODELED GRAV-     979,412.8   (mgal)                       NAVD 88
 DP0081
 DP0081  VERT ORDER  -  SECOND    CLASS 0
 DP0081
 DP0081.The horizontal coordinates were scaled from a topographic map and have
 DP0081.an estimated accuracy of +/- 6 seconds.
 DP0081
 DP0081.The orthometric height was determined by differential leveling
 DP0081.and adjusted by the National Geodetic Survey in June 1991..
 DP0081
 DP0081.The geoid height was determined by GEOID03.
 DP0081
 DP0081.The dynamic height is computed by dividing the NAVD 88
 DP0081.geopotential number by the normal gravity value computed on the
 DP0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0081.degrees latitude (g = 980.6199 gals.).
 DP0081
 DP0081.The modeled gravity was interpolated from observed gravity values.
 DP0081
 DP0081;                    North         East    Units  Estimated Accuracy
 DP0081;SPC TXNC     - 2,190,010.      398,360.      MT  (+/- 180 meters Scaled)
 DP0081
 DP0081                          SUPERSEDED SURVEY CONTROL
 DP0081
 DP0081  NGVD 29 (??/??/92)  642.060  (m)         2106.49   (f) ADJ UNCH    2 0
 DP0081
 DP0081.Superseded values are not recommended for survey control.
 DP0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0081.See file dsdata.txt to determine how the superseded data were derived.
 DP0081
 DP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB449925(NAD 83)
 DP0081_MARKER: DB = BENCH MARK DISK
 DP0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0081_STAMPING: J-433 1934
 DP0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0081+STABILITY: SURFACE MOTION
 DP0081
 DP0081  HISTORY     - Date     Condition        Report By
 DP0081  HISTORY     - 1934     MONUMENTED       CGS
 DP0081  HISTORY     - 1935     GOOD             NGS
 DP0081
 DP0081                          STATION DESCRIPTION
 DP0081
 DP0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0081'IN GIRARD.
 DP0081'AT THE BASE OF MILE POST B-181, ABOUT 150 FT. N. OF THE DEPOT, 39 FT.
 DP0081'N.E. OF THE CENTER LINE OF TRACK, AND 36 FT. N. OF A COAL SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0184 ***********************************************************************
 DP0184  DESIGNATION -  J 434
 DP0184  PID         -  DP0184
 DP0184  STATE/COUNTY-  TX/MOTLEY
 DP0184  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0184
 DP0184                         *CURRENT SURVEY CONTROL
 DP0184  ___________________________________________________________________
 DP0184* NAD 83(1986)-  33 53 30.     (N)    100 50 55.     (W)     SCALED    
 DP0184* NAVD 88     -       758.480  (meters)    2488.45   (feet)  ADJUSTED  
 DP0184  ___________________________________________________________________
 DP0184  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DP0184  DYNAMIC HT  -         757.553 (meters)    2485.41  (feet)  COMP
 DP0184  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 DP0184
 DP0184  VERT ORDER  -  SECOND    CLASS 0
 DP0184
 DP0184.The horizontal coordinates were scaled from a topographic map and have
 DP0184.an estimated accuracy of +/- 6 seconds.
 DP0184
 DP0184.The orthometric height was determined by differential leveling
 DP0184.and adjusted by the National Geodetic Survey in June 1991..
 DP0184
 DP0184.The geoid height was determined by GEOID03.
 DP0184
 DP0184.The dynamic height is computed by dividing the NAVD 88
 DP0184.geopotential number by the normal gravity value computed on the
 DP0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0184.degrees latitude (g = 980.6199 gals.).
 DP0184
 DP0184.The modeled gravity was interpolated from observed gravity values.
 DP0184
 DP0184;                    North         East    Units  Estimated Accuracy
 DP0184;SPC TXNC     - 2,249,170.      382,770.      MT  (+/- 180 meters Scaled)
 DP0184
 DP0184                          SUPERSEDED SURVEY CONTROL
 DP0184
 DP0184  NGVD 29 (??/??/92)  758.194  (m)         2487.51   (f) ADJ UNCH    2 0
 DP0184
 DP0184.Superseded values are not recommended for survey control.
 DP0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0184.See file dsdata.txt to determine how the superseded data were derived.
 DP0184
 DP0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC290516(NAD 83)
 DP0184_MARKER: DB = BENCH MARK DISK
 DP0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0184_STAMPING: J-434 1934
 DP0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0184+STABILITY: SURFACE MOTION
 DP0184
 DP0184  HISTORY     - Date     Condition        Report By
 DP0184  HISTORY     - 1934     MONUMENTED       CGS
 DP0184  HISTORY     - 1935     GOOD             NGS
 DP0184  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0184
 DP0184                          STATION DESCRIPTION
 DP0184
 DP0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0184'1.0 MI S FROM ROARING SPRINGS.
 DP0184'1.0 MI. S. ALONG U.S. NO. 62 ABOUT 150 YDS. S. OF A CURVE, 48 FT. E.
 DP0184'OF THE CENTER LINE OF HWY., 24 FT. S. OF A FENCE CORNER, AND 1 FT. W.
 DP0184'OF THE FENCE LINE.  NOTE-- RD. CONSTR. IN AREA.
 DP0184
 DP0184                          STATION RECOVERY (1968)
 DP0184
 DP0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0115 ***********************************************************************
 EN0115  DESIGNATION -  J 435 RESET 1959
 EN0115  PID         -  EN0115
 EN0115  STATE/COUNTY-  TX/COTTLE
 EN0115  USGS QUAD   -  TRIANGLE RANCH (1981)
 EN0115
 EN0115                         *CURRENT SURVEY CONTROL
 EN0115  ___________________________________________________________________
 EN0115* NAD 83(1986)-  34 04 28.     (N)    100 07 16.     (W)     SCALED    
 EN0115* NAVD 88     -       536.03   (meters)    1758.6    (feet)  RESET     
 EN0115  ___________________________________________________________________
 EN0115  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 EN0115
 EN0115  VERT ORDER  -  THIRD
 EN0115
 EN0115.The horizontal coordinates were scaled from a topographic map and have
 EN0115.an estimated accuracy of +/- 6 seconds.
 EN0115
 EN0115.The orthometric height was computed from unverified reset data.
 EN0115
 EN0115.The geoid height was determined by GEOID03.
 EN0115
 EN0115;                    North         East    Units  Estimated Accuracy
 EN0115;SPC TXNC     - 2,268,170.      450,370.      MT  (+/- 180 meters Scaled)
 EN0115
 EN0115                          SUPERSEDED SURVEY CONTROL
 EN0115
 EN0115.No superseded survey control is available for this station.
 EN0115
 EN0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC965709(NAD 83)
 EN0115_MARKER: DB = BENCH MARK DISK
 EN0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0115_STAMPING: J 435 RESET 1959
 EN0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0115+STABILITY: SURFACE MOTION
 EN0115
 EN0115  HISTORY     - Date     Condition        Report By
 EN0115  HISTORY     - 1959     MONUMENTED       CGS
 EN0115
 EN0115                          STATION DESCRIPTION
 EN0115
 EN0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EN0115'11.2 MI E FROM PADUCAH.
 EN0115'ABOUT 11.2 MILES EAST ALONG U.S. HIGHWAY NO. 70 FROM PADUCAH, COTTLE
 EN0115'COUNTY, ABOUT 50 YARDS SOUTHEAST OF A CONCRETE CULVERT, 11 YARDS SOUTH
 EN0115'OF THE SOUTH RIGHT-OF-WAY FENCE LINE AND 1 FOOT NORTHEAST OF A 4 X 4
 EN0115'WITNESS POST, IN A BRUSHY PASTURE AREA, A STANDARD DISK STAMPED J 435
 EN0115'RESET 1959 IN A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 EN0115'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0027 ***********************************************************************
 DP0027  DESIGNATION -  J 436
 DP0027  PID         -  DP0027
 DP0027  STATE/COUNTY-  TX/KING
 DP0027  USGS QUAD   -  FOURMILE HILL (1981)
 DP0027
 DP0027                         *CURRENT SURVEY CONTROL
 DP0027  ___________________________________________________________________
 DP0027* NAD 83(1986)-  33 41 36.     (N)    100 20 50.     (W)     SCALED    
 DP0027* NAVD 88     -       561.163  (meters)    1841.08   (feet)  ADJUSTED  
 DP0027  ___________________________________________________________________
 DP0027  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DP0027  DYNAMIC HT  -         560.502 (meters)    1838.91  (feet)  COMP
 DP0027  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 DP0027
 DP0027  VERT ORDER  -  SECOND    CLASS 0
 DP0027
 DP0027.The horizontal coordinates were scaled from a topographic map and have
 DP0027.an estimated accuracy of +/- 6 seconds.
 DP0027
 DP0027.The orthometric height was determined by differential leveling
 DP0027.and adjusted by the National Geodetic Survey in June 1991..
 DP0027
 DP0027.The geoid height was determined by GEOID03.
 DP0027
 DP0027.The dynamic height is computed by dividing the NAVD 88
 DP0027.geopotential number by the normal gravity value computed on the
 DP0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0027.degrees latitude (g = 980.6199 gals.).
 DP0027
 DP0027.The modeled gravity was interpolated from observed gravity values.
 DP0027
 DP0027;                    North         East    Units  Estimated Accuracy
 DP0027;SPC TXNC     - 2,226,250.      428,750.      MT  (+/- 180 meters Scaled)
 DP0027
 DP0027                          SUPERSEDED SURVEY CONTROL
 DP0027
 DP0027  NGVD 29 (??/??/92)  560.968  (m)         1840.44   (f) ADJ UNCH    2 0
 DP0027
 DP0027.Superseded values are not recommended for survey control.
 DP0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0027.See file dsdata.txt to determine how the superseded data were derived.
 DP0027
 DP0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC751289(NAD 83)
 DP0027_MARKER: DR = REFERENCE MARK DISK
 DP0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0027_STAMPING: J-436 1934
 DP0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0027+STABILITY: SURFACE MOTION
 DP0027
 DP0027  HISTORY     - Date     Condition        Report By
 DP0027  HISTORY     - 1934     MONUMENTED       CGS
 DP0027  HISTORY     - 1935     GOOD             NGS
 DP0027  HISTORY     - 1968     POOR             USGS
 DP0027
 DP0027                          STATION DESCRIPTION
 DP0027
 DP0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0027'5.6 MI N FROM GUTHRIE.
 DP0027'5.6 MI N. ALONG U.S. NO. 83 ABOUT 150 YDS. N. OF A SIGN CURVE, ABOUT
 DP0027'150 YDS. S. OF A U.S. HWY. MARKER, 49 FT. E. OF THE CENTER LINE OF
 DP0027'HWY., AND 1 FT. W. OF THE FENCE LINE.
 DP0027
 DP0027                          STATION RECOVERY (1968)
 DP0027
 DP0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0027'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0097 ***********************************************************************
 EN0097  DESIGNATION -  J 437
 EN0097  PID         -  EN0097
 EN0097  STATE/COUNTY-  TX/COTTLE
 EN0097  USGS QUAD   -  MOONS CAMP (1981)
 EN0097
 EN0097                         *CURRENT SURVEY CONTROL
 EN0097  ___________________________________________________________________
 EN0097* NAD 83(1986)-  34 05 29.     (N)    100 11 34.     (W)     SCALED    
 EN0097* NAVD 88     -       548.508  (meters)    1799.56   (feet)  ADJUSTED  
 EN0097  ___________________________________________________________________
 EN0097  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EN0097  DYNAMIC HT  -         547.877 (meters)    1797.49  (feet)  COMP
 EN0097  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 EN0097
 EN0097  VERT ORDER  -  SECOND    CLASS 0
 EN0097
 EN0097.The horizontal coordinates were scaled from a topographic map and have
 EN0097.an estimated accuracy of +/- 6 seconds.
 EN0097
 EN0097.The orthometric height was determined by differential leveling
 EN0097.and adjusted by the National Geodetic Survey in June 1991..
 EN0097
 EN0097.The geoid height was determined by GEOID03.
 EN0097
 EN0097.The dynamic height is computed by dividing the NAVD 88
 EN0097.geopotential number by the normal gravity value computed on the
 EN0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0097.degrees latitude (g = 980.6199 gals.).
 EN0097
 EN0097.The modeled gravity was interpolated from observed gravity values.
 EN0097
 EN0097;                    North         East    Units  Estimated Accuracy
 EN0097;SPC TXNC     - 2,270,150.      443,780.      MT  (+/- 180 meters Scaled)
 EN0097
 EN0097                          SUPERSEDED SURVEY CONTROL
 EN0097
 EN0097  NGVD 29 (??/??/92)  548.310  (m)         1798.91   (f) ADJ UNCH    2 0
 EN0097
 EN0097.Superseded values are not recommended for survey control.
 EN0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0097.See file dsdata.txt to determine how the superseded data were derived.
 EN0097
 EN0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC899729(NAD 83)
 EN0097_MARKER: DB = BENCH MARK DISK
 EN0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0097_STAMPING: J 437 1934
 EN0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0097+STABILITY: SURFACE MOTION
 EN0097
 EN0097  HISTORY     - Date     Condition        Report By
 EN0097  HISTORY     - 1934     MONUMENTED       CGS
 EN0097  HISTORY     - 1967     MARK NOT FOUND   USGS
 EN0097
 EN0097                          STATION DESCRIPTION
 EN0097
 EN0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0097'5.2 MI W FROM SWEARINGEN.
 EN0097'ABOUT 5.2 MILES WEST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM
 EN0097'THE STATION AT SWEARINGEN, COTTLE COUNTY, 1 1/2 POLES EAST OF MILEPOST
 EN0097'35, ABOUT 200 YARDS EAST OF A SMALL FRAME HOUSE, 48 FEET SOUTH OF THE
 EN0097'CENTER LINE OF THE TRACK, 30 FEET NORTH OF THE CENTER LINE OF THE
 EN0097'HIGHWAY, 2 FEET NORTHEAST OF A POLE, AND 1 FOOT NORTH OF THE FENCE. A
 EN0097'STANDARD DISK, STAMPED J 437 1934 AND SET IN THE TOP OF A CONCRETE
 EN0097'POST.
 EN0097
 EN0097                          STATION RECOVERY (1967)
 EN0097
 EN0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EN0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0223 ***********************************************************************
 DP0223  DESIGNATION -  J 438
 DP0223  PID         -  DP0223
 DP0223  STATE/COUNTY-  TX/MOTLEY
 DP0223  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0223
 DP0223                         *CURRENT SURVEY CONTROL
 DP0223  ___________________________________________________________________
 DP0223* NAD 83(1986)-  33 53 54.     (N)    100 51 20.     (W)     SCALED    
 DP0223* NAVD 88     -       765.125  (meters)    2510.25   (feet)  ADJUSTED  
 DP0223  ___________________________________________________________________
 DP0223  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DP0223  DYNAMIC HT  -         764.188 (meters)    2507.17  (feet)  COMP
 DP0223  MODELED GRAV-     979,386.8   (mgal)                       NAVD 88
 DP0223
 DP0223  VERT ORDER  -  SECOND    CLASS 0
 DP0223
 DP0223.The horizontal coordinates were scaled from a topographic map and have
 DP0223.an estimated accuracy of +/- 6 seconds.
 DP0223
 DP0223.The orthometric height was determined by differential leveling
 DP0223.and adjusted by the National Geodetic Survey in June 1991..
 DP0223
 DP0223.The geoid height was determined by GEOID03.
 DP0223
 DP0223.The dynamic height is computed by dividing the NAVD 88
 DP0223.geopotential number by the normal gravity value computed on the
 DP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0223.degrees latitude (g = 980.6199 gals.).
 DP0223
 DP0223.The modeled gravity was interpolated from observed gravity values.
 DP0223
 DP0223;                    North         East    Units  Estimated Accuracy
 DP0223;SPC TXNC     - 2,249,920.      382,150.      MT  (+/- 180 meters Scaled)
 DP0223
 DP0223                          SUPERSEDED SURVEY CONTROL
 DP0223
 DP0223  NGVD 29 (??/??/92)  764.837  (m)         2509.30   (f) ADJ UNCH    2 0
 DP0223
 DP0223.Superseded values are not recommended for survey control.
 DP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0223.See file dsdata.txt to determine how the superseded data were derived.
 DP0223
 DP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC284524(NAD 83)
 DP0223_MARKER: DB = BENCH MARK DISK
 DP0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0223_SP_SET: WALL
 DP0223_STAMPING: J 438 1934
 DP0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0223
 DP0223  HISTORY     - Date     Condition        Report By
 DP0223  HISTORY     - 1934     MONUMENTED       CGS
 DP0223  HISTORY     - 1958     GOOD             NGS
 DP0223
 DP0223                          STATION DESCRIPTION
 DP0223
 DP0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0223'IN ROARING SPRINGS.
 DP0223'AT ROARING SPRINGS, MOTLEY COUNTY, AT THE QUANAH ACME AND PACIFIC
 DP0223'RAILWAY STATION, 14 FEET EAST OF THE WAITING-ROOM DOOR, IN THE WALL AT
 DP0223'THE SOUTHWEST CORNER OF THE TICKET OFFICE, AND 4 FEET ABOVE GROUND. A
 DP0223'STANDARD DISK, STAMPED J 438 1934 AND SET VERTICALLY.
 DP0223
 DP0223                          STATION RECOVERY (1958)
 DP0223
 DP0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0338 ***********************************************************************
 EN0338  DESIGNATION -  J 439
 EN0338  PID         -  EN0338
 EN0338  STATE/COUNTY-  TX/FLOYD
 EN0338  USGS QUAD   -  AIKEN (1968)
 EN0338
 EN0338                         *CURRENT SURVEY CONTROL
 EN0338  ___________________________________________________________________
 EN0338* NAD 83(1986)-  34 08 03.     (N)    101 30 08.     (W)     SCALED    
 EN0338* NAVD 88     -      1005.040  (meters)    3297.37   (feet)  ADJUSTED  
 EN0338  ___________________________________________________________________
 EN0338  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EN0338  DYNAMIC HT  -        1003.754 (meters)    3293.15  (feet)  COMP
 EN0338  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 EN0338
 EN0338  VERT ORDER  -  SECOND    CLASS 0
 EN0338
 EN0338.The horizontal coordinates were scaled from a topographic map and have
 EN0338.an estimated accuracy of +/- 6 seconds.
 EN0338
 EN0338.The orthometric height was determined by differential leveling
 EN0338.and adjusted by the National Geodetic Survey in June 1991..
 EN0338
 EN0338.The geoid height was determined by GEOID03.
 EN0338
 EN0338.The dynamic height is computed by dividing the NAVD 88
 EN0338.geopotential number by the normal gravity value computed on the
 EN0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0338.degrees latitude (g = 980.6199 gals.).
 EN0338
 EN0338.The modeled gravity was interpolated from observed gravity values.
 EN0338
 EN0338;                    North         East    Units  Estimated Accuracy
 EN0338;SPC TXNC     - 2,277,600.      323,100.      MT  (+/- 180 meters Scaled)
 EN0338
 EN0338                          SUPERSEDED SURVEY CONTROL
 EN0338
 EN0338  NGVD 29 (??/??/92) 1004.659  (m)         3296.12   (f) ADJ UNCH    2 0
 EN0338
 EN0338.Superseded values are not recommended for survey control.
 EN0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0338.See file dsdata.txt to determine how the superseded data were derived.
 EN0338
 EN0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC692798(NAD 83)
 EN0338_MARKER: DB = BENCH MARK DISK
 EN0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EN0338_SP_SET: ABUTMENT
 EN0338_STAMPING: J 439 1934
 EN0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0338
 EN0338  HISTORY     - Date     Condition        Report By
 EN0338  HISTORY     - 1934     MONUMENTED       CGS
 EN0338  HISTORY     - 1958     GOOD             NGS
 EN0338
 EN0338                          STATION DESCRIPTION
 EN0338
 EN0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0338'3.7 MI W FROM LOCKNEY.
 EN0338'ABOUT 3.7 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EN0338'LOCKNEY, FLOYD COUNTY, ABOUT 8 1/2 POLES WEST OF MILEPOST 12, AT A
 EN0338'ROAD CROSSING ABOUT 108 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 15
 EN0338'FEET WEST OF THE CENTER LINE OF THE ROAD, AT A CONCRETE CULVERT, IN
 EN0338'THE TOP OF THE CENTER OF THE WEST ABUTMENT, AND 36 FEET NORTH OF THE
 EN0338'CENTER LINE OF U.S. HIGHWAY 70.  A STANDARD DISK, STAMPED J 439 1934.
 EN0338
 EN0338                          STATION RECOVERY (1958)
 EN0338
 EN0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0068 ***********************************************************************
 AB0068  DESIGNATION -  J 44
 AB0068  PID         -  AB0068
 AB0068  STATE/COUNTY-  TX/CAMERON
 AB0068  USGS QUAD   -  PALMITO HILL (1983)
 AB0068
 AB0068                         *CURRENT SURVEY CONTROL
 AB0068  ___________________________________________________________________
 AB0068* NAD 83(1986)-  25 57 48.     (N)    097 15 23.     (W)     SCALED    
 AB0068* NAVD 88     -         2.451  (meters)       8.04   (feet)  ADJUSTED  
 AB0068  ___________________________________________________________________
 AB0068  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 AB0068  DYNAMIC HT  -           2.447 (meters)       8.03  (feet)  COMP
 AB0068  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 AB0068
 AB0068  VERT ORDER  -  SECOND    CLASS 0
 AB0068
 AB0068.The horizontal coordinates were scaled from a topographic map and have
 AB0068.an estimated accuracy of +/- 6 seconds.
 AB0068
 AB0068.The orthometric height was determined by differential leveling
 AB0068.and adjusted by the National Geodetic Survey in June 1991..
 AB0068
 AB0068.The geoid height was determined by GEOID03.
 AB0068
 AB0068.The dynamic height is computed by dividing the NAVD 88
 AB0068.geopotential number by the normal gravity value computed on the
 AB0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0068.degrees latitude (g = 980.6199 gals.).
 AB0068
 AB0068.The modeled gravity was interpolated from observed gravity values.
 AB0068
 AB0068;                    North         East    Units  Estimated Accuracy
 AB0068;SPC TX S     - 5,033,480.      424,550.      MT  (+/- 180 meters Scaled)
 AB0068
 AB0068                          SUPERSEDED SURVEY CONTROL
 AB0068
 AB0068  NGVD 29 (??/??/92)    2.549  (m)            8.36   (f) ADJ UNCH    2 0
 AB0068
 AB0068.Superseded values are not recommended for survey control.
 AB0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0068.See file dsdata.txt to determine how the superseded data were derived.
 AB0068
 AB0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP745727(NAD 83)
 AB0068_MARKER: DD = SURVEY DISK
 AB0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0068_SP_SET: CULVERT
 AB0068_STAMPING: J 44 8.22
 AB0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0068
 AB0068  HISTORY     - Date     Condition        Report By
 AB0068  HISTORY     - UNK      MONUMENTED
 AB0068  HISTORY     - 1942     GOOD             NGS
 AB0068  HISTORY     - 1949     GOOD             NGS
 AB0068
 AB0068                          STATION DESCRIPTION
 AB0068
 AB0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0068'16.9 MI NE FROM BROWNSVILLE.
 AB0068'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0068'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0068'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLE GUARD. CONTINUE
 AB0068'ON STATE HIGHWAY NUMBER 4 AND GO 8.8 MILES TO A CONCRETE CULVERT AND
 AB0068'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF
 AB0068'THE TOP OF THE NORTH HEADWALL OF THE CULVERT.  IT IS 20 FEET NORTH OF
 AB0068'AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE HIGHWAY.
 AB0068
 AB0068                          STATION RECOVERY (1949)
 AB0068
 AB0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1775 ***********************************************************************
 AY1775  DESIGNATION -  J 44
 AY1775  PID         -  AY1775
 AY1775  STATE/COUNTY-  TX/WILSON
 AY1775  USGS QUAD   -  DEWEES (1961)
 AY1775
 AY1775                         *CURRENT SURVEY CONTROL
 AY1775  ___________________________________________________________________
 AY1775* NAD 83(1986)-  29 07 07.     (N)    098 08 25.     (W)     SCALED    
 AY1775* NAVD 88     -       115.314  (meters)     378.33   (feet)  POSTED    
 AY1775  ___________________________________________________________________
 AY1775  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AY1775  DYNAMIC HT  -         115.150 (meters)     377.79  (feet)  COMP
 AY1775  MODELED GRAV-     979,222.7   (mgal)                       NAVD 88
 AY1775
 AY1775  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY1775
 AY1775.The horizontal coordinates were scaled from a topographic map and have
 AY1775.an estimated accuracy of +/- 6 seconds.
 AY1775
 AY1775.The orthometric height was determined by differential leveling
 AY1775.and adjusted by the National Geodetic Survey in 1992..
 AY1775.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY1775.rate of 2.1 thru 3.0 mm/km.
 AY1775
 AY1775.The geoid height was determined by GEOID03.
 AY1775
 AY1775.The dynamic height is computed by dividing the NAVD 88
 AY1775.geopotential number by the normal gravity value computed on the
 AY1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1775.degrees latitude (g = 980.6199 gals.).
 AY1775
 AY1775.The modeled gravity was interpolated from observed gravity values.
 AY1775
 AY1775;                    North         East    Units  Estimated Accuracy
 AY1775;SPC TXSC     - 4,142,750.      683,660.      MT  (+/- 180 meters Scaled)
 AY1775
 AY1775                          SUPERSEDED SURVEY CONTROL
 AY1775
 AY1775.No superseded survey control is available for this station.
 AY1775
 AY1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT836214(NAD 83)
 AY1775_MARKER: DD = SURVEY DISK
 AY1775_SETTING: 66 = SET IN ROCK OUTCROP
 AY1775_SP_SET: ROCK OUTCROP
 AY1775_STAMPING: J 44
 AY1775_MARK LOGO: CGS   
 AY1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1775
 AY1775  HISTORY     - Date     Condition        Report By
 AY1775  HISTORY     - UNK      MONUMENTED
 AY1775  HISTORY     - 19770308 GOOD             NGS
 AY1775  HISTORY     - 20050819 MARK NOT FOUND   USPSQD
 AY1775
 AY1775                          STATION DESCRIPTION
 AY1775
 AY1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AY1775'FROM THE JUNCTION OF STATE HIGHWAY 16 AND FARM ROAD 1560 IN HELOTES,
 AY1775'GO NORTHWEST ON STATE HIGHWAY 16 FOR 7.5 MI (12.1 KM) TO MARK ON THE
 AY1775'RIGHT. 162 FT (49.4 M) SOUTHEAST OF THE SOUTHEAST
 AY1775'CORNER OF HEADWALL OF CULVERT, OF THE NORTHWEST BOUND TRAFFIC LANE,
 AY1775'119 FT (36.3 M) NORTHEAST OF THE CENTER OF THE NORTHWEST BOUND
 AY1775'TRAFFIC LANE, 64 FT (19.5 M) SOUTHEAST OF A BURIED CABLE WARNING SIGN
 AY1775'POST, 61 FT (18.6 M) SOUTHEAST OF A HIGH LINE POLE, AND 3 FT (0.9 M)
 AY1775'SOUTHWEST OF FENCE LINE AND WITNESS SIGN.
 AY1775
 AY1775                          STATION RECOVERY (2005)
 AY1775
 AY1775'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AY1775'DESCRIPTION PLACES MARK NW OF SAN ANTONIO, BEXAR COUNTY NOT WILSON
 AY1775'COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0114 ***********************************************************************
 EO0114  DESIGNATION -  J 440
 EO0114  PID         -  EO0114
 EO0114  STATE/COUNTY-  TX/LAMB
 EO0114  USGS QUAD   -  OLTON (1981)
 EO0114
 EO0114                         *CURRENT SURVEY CONTROL
 EO0114  ___________________________________________________________________
 EO0114* NAD 83(1993)-  34 11 17.30820(N)    102 13 23.64641(W)     ADJUSTED  
 EO0114* NAVD 88     -      1104.827  (meters)    3624.75   (feet)  ADJUSTED  
 EO0114  ___________________________________________________________________
 EO0114  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 EO0114  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 EO0114  DYNAMIC HT  -        1103.409 (meters)    3620.10  (feet)  COMP
 EO0114  MODELED GRAV-     979,314.5   (mgal)                       NAVD 88
 EO0114
 EO0114  HORZ ORDER  -  SECOND
 EO0114  VERT ORDER  -  SECOND    CLASS 0
 EO0114
 EO0114.The horizontal coordinates were established by classical geodetic methods
 EO0114.and adjusted by the National Geodetic Survey in February 1996..
 EO0114
 EO0114.The orthometric height was determined by differential leveling
 EO0114.and adjusted by the National Geodetic Survey in June 1991..
 EO0114
 EO0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0114
 EO0114.The geoid height was determined by GEOID03.
 EO0114
 EO0114.The dynamic height is computed by dividing the NAVD 88
 EO0114.geopotential number by the normal gravity value computed on the
 EO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0114.degrees latitude (g = 980.6199 gals.).
 EO0114
 EO0114.The modeled gravity was interpolated from observed gravity values.
 EO0114
 EO0114;                    North         East     Units Scale Factor Converg.
 EO0114;SPC TXNC     - 2,285,708.830   256,837.979   MT  1.00006930   -2 01 50.3
 EO0114;SPC TXNC     - 7,499,029.72    842,642.60   sFT  1.00006930   -2 01 50.3
 EO0114;UTM  13      - 3,786,503.008   755,898.705   MT  1.00040729   +1 33 40.1
 EO0114
 EO0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0114!SPC TXNC     -   0.99983055  x   1.00006930  =   0.99989984
 EO0114!UTM  13      -   0.99983055  x   1.00040729  =   1.00023777
 EO0114
 EO0114                          SUPERSEDED SURVEY CONTROL
 EO0114
 EO0114  NAD 83(1986)-  34 11 17.31507(N)    102 13 23.64016(W) AD(       ) 2
 EO0114  NAD 27      -  34 11 17.00213(N)    102 13 21.99031(W) AD(       ) 2
 EO0114  NGVD 29 (??/??/92) 1104.341  (m)         3623.16   (f) ADJ UNCH    2 0
 EO0114
 EO0114.Superseded values are not recommended for survey control.
 EO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0114.See file dsdata.txt to determine how the superseded data were derived.
 EO0114
 EO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT5589986503(NAD 83)
 EO0114_MARKER: DB = BENCH MARK DISK
 EO0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0114_SP_SET: CULVERT
 EO0114_STAMPING: J-440 1934
 EO0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0114
 EO0114  HISTORY     - Date     Condition        Report By
 EO0114  HISTORY     - 1934     MONUMENTED       CGS
 EO0114  HISTORY     - 1975     GOOD             NGS
 EO0114  HISTORY     - 1975     GOOD             NGS
 EO0114
 EO0114                          STATION DESCRIPTION
 EO0114
 EO0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0114'5.5 MI W FROM OLTON.
 EO0114'5.5 MI. W. ALONG U.S. NO. 70 (6.0 MI.E. OF SPRING LAKE) 175 FT. E. OF
 EO0114'A ROAD TO THE S., 100 FT. S. OF A SMALL LAKE, 16 FT. S. OF THE CENTER
 EO0114'LINE OF HWY., AND SET IN THE CENTER OF THE S. ABUTMENT OF A CONC.
 EO0114'CULVERT.
 EO0114
 EO0114                          STATION RECOVERY (1975)
 EO0114
 EO0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0114'THE STATION IS 4-3/4 MILES WEST ALONG U.S. HIGHWAY 70 FROM ITS
 EO0114'JUNCTION WITH FARM ROAD 168 IN OLTON.  IT IS A STANDARD BENCH MARK
 EO0114'DISK, STAMPED J 440 1934 RESET 1952, CEMENTED IN A DRILL HOLE IN
 EO0114'THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.  THE MARK
 EO0114'IS 33.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70 AND 7.5 FEET
 EO0114'EAST OF THE WEST END OF THE CULVERT.
 EO0114'
 EO0114'A GEODIMETER TRAVERSE WAS MADE FROM TRIANGULATION STATION CIRCLE,
 EO0114'DISTANCE BEING 1180.560 METERS WEST OF TRIANGULATION STATION CIRCLE.
 EO0114
 EO0114                          STATION RECOVERY (1975)
 EO0114
 EO0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EO0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0153 ***********************************************************************
 DQ0153  DESIGNATION -  J 441
 DQ0153  PID         -  DQ0153
 DQ0153  STATE/COUNTY-  TX/YOAKUM
 DQ0153  USGS QUAD   -  PLAINS (1971)
 DQ0153
 DQ0153                         *CURRENT SURVEY CONTROL
 DQ0153  ___________________________________________________________________
 DQ0153* NAD 83(1986)-  33 10 55.     (N)    102 47 53.     (W)     SCALED    
 DQ0153* NAVD 88     -      1094.611  (meters)    3591.24   (feet)  ADJUSTED  
 DQ0153  ___________________________________________________________________
 DQ0153  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DQ0153  DYNAMIC HT  -        1093.150 (meters)    3586.44  (feet)  COMP
 DQ0153  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 DQ0153
 DQ0153  VERT ORDER  -  SECOND    CLASS 0
 DQ0153
 DQ0153.The horizontal coordinates were scaled from a topographic map and have
 DQ0153.an estimated accuracy of +/- 6 seconds.
 DQ0153
 DQ0153.The orthometric height was determined by differential leveling
 DQ0153.and adjusted by the National Geodetic Survey in June 1991..
 DQ0153
 DQ0153.The geoid height was determined by GEOID03.
 DQ0153
 DQ0153.The dynamic height is computed by dividing the NAVD 88
 DQ0153.geopotential number by the normal gravity value computed on the
 DQ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0153.degrees latitude (g = 980.6199 gals.).
 DQ0153
 DQ0153.The modeled gravity was interpolated from observed gravity values.
 DQ0153
 DQ0153;                    North         East    Units  Estimated Accuracy
 DQ0153;SPC TXNC     - 2,176,230.      199,320.      MT  (+/- 180 meters Scaled)
 DQ0153
 DQ0153                          SUPERSEDED SURVEY CONTROL
 DQ0153
 DQ0153  NGVD 29 (??/??/92) 1094.196  (m)         3589.87   (f) ADJ UNCH    2 0
 DQ0153
 DQ0153.Superseded values are not recommended for survey control.
 DQ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0153.See file dsdata.txt to determine how the superseded data were derived.
 DQ0153
 DQ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS052736(NAD 83)
 DQ0153_MARKER: DB = BENCH MARK DISK
 DQ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0153_STAMPING: J 441 1934
 DQ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0153+STABILITY: SURFACE MOTION
 DQ0153
 DQ0153  HISTORY     - Date     Condition        Report By
 DQ0153  HISTORY     - 1934     MONUMENTED       CGS
 DQ0153  HISTORY     - 1943     GOOD             NGS
 DQ0153  HISTORY     - 1972     MARK NOT FOUND   NGS
 DQ0153
 DQ0153                          STATION DESCRIPTION
 DQ0153
 DQ0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DQ0153'1.9 MI E FROM PLAINS.
 DQ0153'1.9 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE COURTHOUSE AT PLAINS
 DQ0153'YOAKUM COUNTY, 0.05 MILE WEST OF A DOUBLE GALVANIZED-IRON CULVERT, 48
 DQ0153'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET NORTH OF A ROW OF
 DQ0153'POLES, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT HIGHER THAN
 DQ0153'THE HIGHWAY.  A STANDARD DISK, STAMPED J 441 1934 AND SET IN THE TOP
 DQ0153'OF A CONCRETE POST.
 DQ0153
 DQ0153                          STATION RECOVERY (1972)
 DQ0153
 DQ0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DQ0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0096 ***********************************************************************
 DQ0096  DESIGNATION -  J 442
 DQ0096  PID         -  DQ0096
 DQ0096  STATE/COUNTY-  TX/TERRY
 DQ0096  USGS QUAD   -  GOMEZ (1969)
 DQ0096
 DQ0096                         *CURRENT SURVEY CONTROL
 DQ0096  ___________________________________________________________________
 DQ0096* NAD 83(1986)-  33 10 57.     (N)    102 28 56.     (W)     SCALED    
 DQ0096* NAVD 88     -      1047.039  (meters)    3435.16   (feet)  POSTED    
 DQ0096  ___________________________________________________________________
 DQ0096  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 DQ0096  DYNAMIC HT  -        1045.640 (meters)    3430.57  (feet)  COMP
 DQ0096  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 DQ0096
 DQ0096  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DQ0096
 DQ0096.The horizontal coordinates were scaled from a topographic map and have
 DQ0096.an estimated accuracy of +/- 6 seconds.
 DQ0096
 DQ0096.The orthometric height was determined by differential leveling
 DQ0096.and adjusted by the National Geodetic Survey in 1992..
 DQ0096.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DQ0096.rate of 1.1 thru 2.0 mm/km.
 DQ0096
 DQ0096.The geoid height was determined by GEOID03.
 DQ0096
 DQ0096.The dynamic height is computed by dividing the NAVD 88
 DQ0096.geopotential number by the normal gravity value computed on the
 DQ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0096.degrees latitude (g = 980.6199 gals.).
 DQ0096
 DQ0096.The modeled gravity was interpolated from observed gravity values.
 DQ0096
 DQ0096;                    North         East    Units  Estimated Accuracy
 DQ0096;SPC TXNC     - 2,175,130.      228,750.      MT  (+/- 180 meters Scaled)
 DQ0096
 DQ0096                          SUPERSEDED SURVEY CONTROL
 DQ0096
 DQ0096  NGVD 29 (??/??/92) 1046.659  (m)         3433.91   (f) ADJ UNCH    2 0
 DQ0096
 DQ0096.Superseded values are not recommended for survey control.
 DQ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0096.See file dsdata.txt to determine how the superseded data were derived.
 DQ0096
 DQ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS347743(NAD 83)
 DQ0096_MARKER: DB = BENCH MARK DISK
 DQ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0096_STAMPING: J-442 1934
 DQ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0096+STABILITY: SURFACE MOTION
 DQ0096
 DQ0096  HISTORY     - Date     Condition        Report By
 DQ0096  HISTORY     - 1934     MONUMENTED       CGS
 DQ0096
 DQ0096                          STATION DESCRIPTION
 DQ0096
 DQ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0096'11.4 MI W FROM BROWNFIELD.
 DQ0096'11.4 MI. W. ALONG U.S. NO. 380 150 YDS. W. OF RANCH ROAD TO THE N. 150
 DQ0096'YDS. E. OF A HWY MARKER ON S. SIDE OF THE HWY., AND 40 FT. N. OF THE
 DQ0096'CENTER LINE OF THE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0220 ***********************************************************************
 CV0220  DESIGNATION -  J 443
 CV0220  PID         -  CV0220
 CV0220  STATE/COUNTY-  TX/GAINES
 CV0220  USGS QUAD   -  SEMINOLE NE (1970)
 CV0220
 CV0220                         *CURRENT SURVEY CONTROL
 CV0220  ___________________________________________________________________
 CV0220* NAD 83(1986)-  32 42 40.     (N)    102 31 02.     (W)     SCALED    
 CV0220* NAVD 88     -       980.440  (meters)    3216.66   (feet)  ADJUSTED  
 CV0220  ___________________________________________________________________
 CV0220  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 CV0220  DYNAMIC HT  -         979.121 (meters)    3212.33  (feet)  COMP
 CV0220  MODELED GRAV-     979,259.0   (mgal)                       NAVD 88
 CV0220
 CV0220  VERT ORDER  -  SECOND    CLASS 0
 CV0220
 CV0220.The horizontal coordinates were scaled from a topographic map and have
 CV0220.an estimated accuracy of +/- 6 seconds.
 CV0220
 CV0220.The orthometric height was determined by differential leveling
 CV0220.and adjusted by the National Geodetic Survey in June 1991..
 CV0220
 CV0220.The geoid height was determined by GEOID03.
 CV0220
 CV0220.The dynamic height is computed by dividing the NAVD 88
 CV0220.geopotential number by the normal gravity value computed on the
 CV0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0220.degrees latitude (g = 980.6199 gals.).
 CV0220
 CV0220.The modeled gravity was interpolated from observed gravity values.
 CV0220
 CV0220;                    North         East    Units  Estimated Accuracy
 CV0220;SPC TXNC     - 2,123,020.      223,490.      MT  (+/- 180 meters Scaled)
 CV0220
 CV0220                          SUPERSEDED SURVEY CONTROL
 CV0220
 CV0220  NGVD 29 (??/??/92)  980.136  (m)         3215.66   (f) ADJ UNCH    2 0
 CV0220
 CV0220.Superseded values are not recommended for survey control.
 CV0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0220.See file dsdata.txt to determine how the superseded data were derived.
 CV0220
 CV0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS327219(NAD 83)
 CV0220_MARKER: DB = BENCH MARK DISK
 CV0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0220_STAMPING: J 443 1934
 CV0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0220+STABILITY: SURFACE MOTION
 CV0220
 CV0220  HISTORY     - Date     Condition        Report By
 CV0220  HISTORY     - 1934     MONUMENTED       CGS
 CV0220  HISTORY     - 1950     GOOD             NGS
 CV0220  HISTORY     - 1970     MARK NOT FOUND   NGS
 CV0220
 CV0220                          STATION DESCRIPTION
 CV0220
 CV0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CV0220'7.6 MI E FROM SEMINOLE.
 CV0220'7.6 MILES EAST ALONG STATE HIGHWAY 15 FROM SEMINOLE, GAINES COUNTY, 36
 CV0220'FEET WEST OF HIGHWAY STATION 402+00, 78 FEET NORTH OF THE CENTERLINE
 CV0220'OF THE HIGHWAY, 50 FEET NORTHWEST OF POLE 1215, 25 FEET NORTH OF A ROW
 CV0220'OF POLES, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED J 443
 CV0220'1934 AND SET IN THE TOP OF A CONCRETE POST.
 CV0220
 CV0220                          STATION RECOVERY (1970)
 CV0220
 CV0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 CV0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0679 ***********************************************************************
 CU0679  DESIGNATION -  J 444
 CU0679  PID         -  CU0679
 CU0679  STATE/COUNTY-  TX/HOWARD
 CU0679  USGS QUAD   -  ACKERLY (1970)
 CU0679
 CU0679                         *CURRENT SURVEY CONTROL
 CU0679  ___________________________________________________________________
 CU0679* NAD 83(1986)-  32 30 36.     (N)    101 41 18.     (W)     SCALED    
 CU0679* NAVD 88     -       848.974  (meters)    2785.34   (feet)  ADJUSTED  
 CU0679  ___________________________________________________________________
 CU0679  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 CU0679  DYNAMIC HT  -         847.831 (meters)    2781.59  (feet)  COMP
 CU0679  MODELED GRAV-     979,264.1   (mgal)                       NAVD 88
 CU0679
 CU0679  VERT ORDER  -  SECOND    CLASS 0
 CU0679
 CU0679.The horizontal coordinates were scaled from a topographic map and have
 CU0679.an estimated accuracy of +/- 6 seconds.
 CU0679
 CU0679.The orthometric height was determined by differential leveling
 CU0679.and adjusted by the National Geodetic Survey in June 1991..
 CU0679
 CU0679.The geoid height was determined by GEOID03.
 CU0679
 CU0679.The dynamic height is computed by dividing the NAVD 88
 CU0679.geopotential number by the normal gravity value computed on the
 CU0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0679.degrees latitude (g = 980.6199 gals.).
 CU0679
 CU0679.The modeled gravity was interpolated from observed gravity values.
 CU0679
 CU0679;                    North         East    Units  Estimated Accuracy
 CU0679;SPC TXNC     - 2,098,060.      300,480.      MT  (+/- 180 meters Scaled)
 CU0679
 CU0679                          SUPERSEDED SURVEY CONTROL
 CU0679
 CU0679  NGVD 29 (??/??/92)  848.678  (m)         2784.37   (f) ADJ UNCH    2 0
 CU0679
 CU0679.Superseded values are not recommended for survey control.
 CU0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0679.See file dsdata.txt to determine how the superseded data were derived.
 CU0679
 CU0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB474001(NAD 83)
 CU0679_MARKER: DB = BENCH MARK DISK
 CU0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0679_STAMPING: J 444 1934
 CU0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0679+STABILITY: SURFACE MOTION
 CU0679
 CU0679  HISTORY     - Date     Condition        Report By
 CU0679  HISTORY     - 1934     MONUMENTED       CGS
 CU0679  HISTORY     - 1961     GOOD             NGS
 CU0679  HISTORY     - 1968     GOOD             NGS
 CU0679
 CU0679                          STATION DESCRIPTION
 CU0679
 CU0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0679'22.2 MI NW FROM BIG SPRINGS.
 CU0679'IN MARTIN COUNTY, 22.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE
 CU0679'TEXAS AND PACIFIC RAILWAY STATION AT BIG SPRING, HOWARD COUNTY, 21.8
 CU0679'MILES SOUTHEAST OF THE COUNTY COURTHOUSE AT LAMESA, DAWSON COUNTY, 1.0
 CU0679'MILE SOUTHEAST OF THE MARTIN-DAWSON COUNTY LINE, 32 FEET NORTHWEST OF
 CU0679'THE HOWARD-MARTIN COUNTY LINE, 0.1 MILE SOUTHEAST OF A ROAD
 CU0679'INTERSECTION, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1
 CU0679'FOOT EAST OF THE FENCE.  NOTE-- IN THE WEST RIGHT-OF-WAY LINE OF THE
 CU0679'EXPRESSWAY, AND IS 10 FEET SOUTH OF THE COUNTY LINE POST, OUT OF THE
 CU0679'CONSTRUCTION AREA.
 CU0679
 CU0679                          STATION RECOVERY (1968)
 CU0679
 CU0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CU0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0329 ***********************************************************************
 DP0329  DESIGNATION -  J 445
 DP0329  PID         -  DP0329
 DP0329  STATE/COUNTY-  TX/GARZA
 DP0329  USGS QUAD   -  GRASSLAND (1970)
 DP0329
 DP0329                         *CURRENT SURVEY CONTROL
 DP0329  ___________________________________________________________________
 DP0329* NAD 83(1986)-  33 10 52.     (N)    101 30 04.     (W)     SCALED    
 DP0329* NAVD 88     -       888.995  (meters)    2916.64   (feet)  ADJUSTED  
 DP0329  ___________________________________________________________________
 DP0329  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 DP0329  DYNAMIC HT  -         887.831 (meters)    2912.83  (feet)  COMP
 DP0329  MODELED GRAV-     979,298.1   (mgal)                       NAVD 88
 DP0329
 DP0329  VERT ORDER  -  SECOND    CLASS 0
 DP0329
 DP0329.The horizontal coordinates were scaled from a topographic map and have
 DP0329.an estimated accuracy of +/- 6 seconds.
 DP0329
 DP0329.The orthometric height was determined by differential leveling
 DP0329.and adjusted by the National Geodetic Survey in June 1991..
 DP0329
 DP0329.The geoid height was determined by GEOID03.
 DP0329
 DP0329.The dynamic height is computed by dividing the NAVD 88
 DP0329.geopotential number by the normal gravity value computed on the
 DP0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0329.degrees latitude (g = 980.6199 gals.).
 DP0329
 DP0329.The modeled gravity was interpolated from observed gravity values.
 DP0329
 DP0329;                    North         East    Units  Estimated Accuracy
 DP0329;SPC TXNC     - 2,171,930.      320,180.      MT  (+/- 180 meters Scaled)
 DP0329
 DP0329                          SUPERSEDED SURVEY CONTROL
 DP0329
 DP0329  NGVD 29 (??/??/92)  888.55   (m)         2915.2    (f) COMPUTED    2 0
 DP0329
 DP0329.Superseded values are not recommended for survey control.
 DP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0329.See file dsdata.txt to determine how the superseded data were derived.
 DP0329
 DP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB668741(NAD 83)
 DP0329_MARKER: DB = BENCH MARK DISK
 DP0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0329_STAMPING: J-445 1934
 DP0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0329+STABILITY: SURFACE MOTION
 DP0329
 DP0329  HISTORY     - Date     Condition        Report By
 DP0329  HISTORY     - 1934     MONUMENTED       CGS
 DP0329  HISTORY     - 1956     MARK NOT FOUND   NGS
 DP0329
 DP0329                          STATION DESCRIPTION
 DP0329
 DP0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0329'7.1 MI W FROM POST.
 DP0329'7.1 MI. W. ALONG U.S. NO. 380 350 FT. S.W. OF A FARMHOUSE, 42 FT. N.
 DP0329'OF THE CENTER LINE OF HWY., AND 3 FT. W. OF A FENCE CORNER.
 DP0329
 DP0329                          STATION RECOVERY (1956)
 DP0329
 DP0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 DP0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0330 ***********************************************************************
 DP0330  DESIGNATION -  J 445 RESET 1938
 DP0330  PID         -  DP0330
 DP0330  STATE/COUNTY-  TX/GARZA
 DP0330  USGS QUAD   -  GRASSLAND (1970)
 DP0330
 DP0330                         *CURRENT SURVEY CONTROL
 DP0330  ___________________________________________________________________
 DP0330* NAD 83(1986)-  33 10 52.     (N)    101 30 03.     (W)     SCALED    
 DP0330* NAVD 88     -       888.86   (+/-2cm)    2916.2    (feet)  VERTCON   
 DP0330  ___________________________________________________________________
 DP0330  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 DP0330
 DP0330  VERT ORDER  -  THIRD (See Below)
 DP0330
 DP0330.The horizontal coordinates were scaled from a topographic map and have
 DP0330.an estimated accuracy of +/- 6 seconds.
 DP0330
 DP0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0330.The vertical order pertains to the NGVD 29 superseded value.
 DP0330
 DP0330.The geoid height was determined by GEOID03.
 DP0330
 DP0330;                    North         East    Units  Estimated Accuracy
 DP0330;SPC TXNC     - 2,171,930.      320,210.      MT  (+/- 180 meters Scaled)
 DP0330
 DP0330                          SUPERSEDED SURVEY CONTROL
 DP0330
 DP0330  NGVD 29 (??/??/??)  888.42   (m)         2914.8    (f) RESET       3  
 DP0330
 DP0330.Superseded values are not recommended for survey control.
 DP0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0330.See file dsdata.txt to determine how the superseded data were derived.
 DP0330
 DP0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB668741(NAD 83)
 DP0330_MARKER: DB = BENCH MARK DISK
 DP0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0330_STAMPING: J 445 RESET 1938
 DP0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0330+STABILITY: SURFACE MOTION
 DP0330
 DP0330  HISTORY     - Date     Condition        Report By
 DP0330  HISTORY     - 1938     MONUMENTED       TXHD
 DP0330  HISTORY     - 1950     MARK NOT FOUND   NGS
 DP0330
 DP0330                          STATION DESCRIPTION
 DP0330
 DP0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DP0330'7.1 MI W FROM POST.
 DP0330'19 FEET NORTH OF THE ORIGINAL LOCATION OF J 445 WHICH WAS DESCRIBED AS
 DP0330'FOLLOWS-- 7.1 MILES WEST ALONG U. S. HIGHWAY 380 AND STATE HIGHWAY 84
 DP0330'FROM THE COURTHOUSE AT POST, GARZA COUNTY, 350 FEET SOUTHWEST OF A
 DP0330'FARMHOUSE, 42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 DP0330'WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED J 445 RESET 1938 AND
 DP0330'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0461 ***********************************************************************
 CU0461  DESIGNATION -  J 447 RESET 1939
 CU0461  PID         -  CU0461
 CU0461  STATE/COUNTY-  TX/SCURRY
 CU0461  USGS QUAD   -  SNYDER (1979)
 CU0461
 CU0461                         *CURRENT SURVEY CONTROL
 CU0461  ___________________________________________________________________
 CU0461* NAD 83(1986)-  32 43 39.     (N)    100 58 23.     (W)     SCALED    
 CU0461* NAVD 88     -       739.12   (+/-2cm)    2424.9    (feet)  VERTCON   
 CU0461  ___________________________________________________________________
 CU0461  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CU0461
 CU0461  VERT ORDER  -  THIRD (See Below)
 CU0461
 CU0461.The horizontal coordinates were scaled from a topographic map and have
 CU0461.an estimated accuracy of +/- 6 seconds.
 CU0461
 CU0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0461.The vertical order pertains to the NGVD 29 superseded value.
 CU0461
 CU0461.The geoid height was determined by GEOID03.
 CU0461
 CU0461;                    North         East    Units  Estimated Accuracy
 CU0461;SPC TXNC     - 2,120,360.      368,220.      MT  (+/- 180 meters Scaled)
 CU0461
 CU0461                          SUPERSEDED SURVEY CONTROL
 CU0461
 CU0461  NGVD 29 (??/??/??)  738.82   (m)         2423.9    (f) RESET       3  
 CU0461
 CU0461.Superseded values are not recommended for survey control.
 CU0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0461.See file dsdata.txt to determine how the superseded data were derived.
 CU0461
 CU0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB151228(NAD 83)
 CU0461_MARKER: DB = BENCH MARK DISK
 CU0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0461_STAMPING: J 447 RESET 1939
 CU0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0461+STABILITY: SURFACE MOTION
 CU0461
 CU0461  HISTORY     - Date     Condition        Report By
 CU0461  HISTORY     - 1939     MONUMENTED       TXHD
 CU0461  HISTORY     - 1961     GOOD             NGS
 CU0461
 CU0461                          STATION DESCRIPTION
 CU0461
 CU0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0461'3.5 MI W FROM SNYDER.
 CU0461'3.5 MILES WEST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE SQUARE AT
 CU0461'SNYDER, SCURRY COUNTY, 0.2 MILE WEST OF THE JUNCTION OF A RANCH ROAD
 CU0461'LEADING SOUTH TO A HOUSE AND BUILDINGS, 0.1 MILE EAST OF A T-FENCE
 CU0461'JUNCTION IN THE SOUTH FENCE, AND 60 FEET SOUTH OF THE CENTERLINE OF
 CU0461'THE HIGHWAY.  A STANDARD DISK, STAMPED J 447 RESET 1939 AND SET IN THE
 CU0461'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0266 ***********************************************************************
 BN0266  DESIGNATION -  J 448
 BN0266  PID         -  BN0266
 BN0266  STATE/COUNTY-  TX/MASON
 BN0266  USGS QUAD   -  GRIT (1970)
 BN0266
 BN0266                         *CURRENT SURVEY CONTROL
 BN0266  ___________________________________________________________________
 BN0266* NAD 83(1986)-  30 45 53.     (N)    099 22 18.     (W)     SCALED    
 BN0266* NAVD 88     -       513.969  (meters)    1686.25   (feet)  ADJUSTED  
 BN0266  ___________________________________________________________________
 BN0266  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BN0266  DYNAMIC HT  -         513.261 (meters)    1683.92  (feet)  COMP
 BN0266  MODELED GRAV-     979,246.4   (mgal)                       NAVD 88
 BN0266
 BN0266  VERT ORDER  -  SECOND    CLASS 0
 BN0266
 BN0266.The horizontal coordinates were scaled from a topographic map and have
 BN0266.an estimated accuracy of +/- 6 seconds.
 BN0266
 BN0266.The orthometric height was determined by differential leveling
 BN0266.and adjusted by the National Geodetic Survey in June 1991..
 BN0266
 BN0266.The geoid height was determined by GEOID03.
 BN0266
 BN0266.The dynamic height is computed by dividing the NAVD 88
 BN0266.geopotential number by the normal gravity value computed on the
 BN0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0266.degrees latitude (g = 980.6199 gals.).
 BN0266
 BN0266.The modeled gravity was interpolated from observed gravity values.
 BN0266
 BN0266;                    North         East    Units  Estimated Accuracy
 BN0266;SPC TX C     - 3,122,120.      792,060.      MT  (+/- 180 meters Scaled)
 BN0266
 BN0266                          SUPERSEDED SURVEY CONTROL
 BN0266
 BN0266  NGVD 29 (??/??/92)  513.91   (m)         1686.1    (f) COMPUTED    2 0
 BN0266
 BN0266.Superseded values are not recommended for survey control.
 BN0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0266.See file dsdata.txt to determine how the superseded data were derived.
 BN0266
 BN0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV644035(NAD 83)
 BN0266_MARKER: DB = BENCH MARK DISK
 BN0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0266_STAMPING: J-448 1935
 BN0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0266+STABILITY: SURFACE MOTION
 BN0266
 BN0266  HISTORY     - Date     Condition        Report By
 BN0266  HISTORY     - 1935     MONUMENTED       CGS
 BN0266  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 BN0266
 BN0266                          STATION DESCRIPTION
 BN0266
 BN0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0266'9.8 MI SW FROM MASON.
 BN0266'9.8 MI. S.W. OF COURTHOUSE ALONG STATE NO. 29 0.15 MI. E. OF A RANCH
 BN0266'HOUSE ON S. SIDE OF HWY., 150 FT. N. OF ROAD BEARING N. TO RANCH
 BN0266'HOUSE, 37 FT. S. OF THE CENTER LINE OF HWY., .6 FT. W. OF T ANGLE IN
 BN0266'S. FENCE, AND 1 FT. S. OF FENCE.
 BN0266
 BN0266                          STATION RECOVERY (1950)
 BN0266
 BN0266'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 BN0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0338 ***********************************************************************
 BN0338  DESIGNATION -  J 449
 BN0338  PID         -  BN0338
 BN0338  STATE/COUNTY-  TX/KIMBLE
 BN0338  USGS QUAD   -  ALLEN CREEK (1987)
 BN0338
 BN0338                         *CURRENT SURVEY CONTROL
 BN0338  ___________________________________________________________________
 BN0338* NAD 83(1986)-  30 21 39.     (N)    099 37 52.     (W)     SCALED    
 BN0338* NAVD 88     -       566.905  (meters)    1859.92   (feet)  ADJUSTED  
 BN0338  ___________________________________________________________________
 BN0338  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 BN0338  DYNAMIC HT  -         566.094 (meters)    1857.26  (feet)  COMP
 BN0338  MODELED GRAV-     979,191.9   (mgal)                       NAVD 88
 BN0338
 BN0338  VERT ORDER  -  SECOND    CLASS 0
 BN0338
 BN0338.The horizontal coordinates were scaled from a topographic map and have
 BN0338.an estimated accuracy of +/- 6 seconds.
 BN0338
 BN0338.The orthometric height was determined by differential leveling
 BN0338.and adjusted by the National Geodetic Survey in June 1991..
 BN0338
 BN0338.The geoid height was determined by GEOID03.
 BN0338
 BN0338.The dynamic height is computed by dividing the NAVD 88
 BN0338.geopotential number by the normal gravity value computed on the
 BN0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0338.degrees latitude (g = 980.6199 gals.).
 BN0338
 BN0338.The modeled gravity was interpolated from observed gravity values.
 BN0338
 BN0338;                    North         East    Units  Estimated Accuracy
 BN0338;SPC TX C     - 3,077,170.      767,500.      MT  (+/- 180 meters Scaled)
 BN0338
 BN0338                          SUPERSEDED SURVEY CONTROL
 BN0338
 BN0338  NGVD 29 (??/??/92)  566.854  (m)         1859.75   (f) ADJ UNCH    2 0
 BN0338
 BN0338.Superseded values are not recommended for survey control.
 BN0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0338.See file dsdata.txt to determine how the superseded data were derived.
 BN0338
 BN0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU393589(NAD 83)
 BN0338_MARKER: DB = BENCH MARK DISK
 BN0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0338_STAMPING: J 449 1935
 BN0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0338+STABILITY: SURFACE MOTION
 BN0338
 BN0338  HISTORY     - Date     Condition        Report By
 BN0338  HISTORY     - 1935     MONUMENTED       CGS
 BN0338  HISTORY     - 1974     GOOD             USGS
 BN0338  HISTORY     - 19990227 GOOD             USPSQD
 BN0338
 BN0338                          STATION DESCRIPTION
 BN0338
 BN0338'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 BN0338'5.1 MI SE FROM SEGOVIA.
 BN0338'CENTER OVERPASS OVER IH 10 AT SEGOVIA.  0.5 MILES SE ALONG SERVICE
 BN0338'ROAD (OLD SEGOVIA ROAD) TO END OF PAVEMENT.  4.6 MILES ALONG OLD
 BN0338'SEGOVIA ROAD.  240 FT SW OF RANCH HOUSE.  70 FT SW OF T-FENCE CORNER.
 BN0338'42 FT NW OF CENTER OLD ROAD.  A STANDARD DISK, STAMPED J 449 1935 AND
 BN0338'SET IN TOP OF CONCRETE POST PROJECTING 0.4 FT.
 BN0338
 BN0338                          STATION RECOVERY (1999)
 BN0338
 BN0338'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0069 ***********************************************************************
 AB0069  DESIGNATION -  J 45
 AB0069  PID         -  AB0069
 AB0069  STATE/COUNTY-  TX/CAMERON
 AB0069  USGS QUAD   -  PALMITO HILL (1983)
 AB0069
 AB0069                         *CURRENT SURVEY CONTROL
 AB0069  ___________________________________________________________________
 AB0069* NAD 83(1986)-  25 57 47.     (N)    097 15 08.     (W)     SCALED    
 AB0069* NAVD 88     -         5.405  (meters)      17.73   (feet)  ADJUSTED  
 AB0069  ___________________________________________________________________
 AB0069  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 AB0069  DYNAMIC HT  -           5.396 (meters)      17.70  (feet)  COMP
 AB0069  MODELED GRAV-     979,057.0   (mgal)                       NAVD 88
 AB0069
 AB0069  VERT ORDER  -  SECOND    CLASS 0
 AB0069
 AB0069.The horizontal coordinates were scaled from a topographic map and have
 AB0069.an estimated accuracy of +/- 6 seconds.
 AB0069
 AB0069.The orthometric height was determined by differential leveling
 AB0069.and adjusted by the National Geodetic Survey in June 1991..
 AB0069
 AB0069.The geoid height was determined by GEOID03.
 AB0069
 AB0069.The dynamic height is computed by dividing the NAVD 88
 AB0069.geopotential number by the normal gravity value computed on the
 AB0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0069.degrees latitude (g = 980.6199 gals.).
 AB0069
 AB0069.The modeled gravity was interpolated from observed gravity values.
 AB0069
 AB0069;                    North         East    Units  Estimated Accuracy
 AB0069;SPC TX S     - 5,033,460.      424,970.      MT  (+/- 180 meters Scaled)
 AB0069
 AB0069                          SUPERSEDED SURVEY CONTROL
 AB0069
 AB0069  NGVD 29 (??/??/92)    5.503  (m)           18.05   (f) ADJ UNCH    2 0
 AB0069
 AB0069.Superseded values are not recommended for survey control.
 AB0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0069.See file dsdata.txt to determine how the superseded data were derived.
 AB0069
 AB0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP749727(NAD 83)
 AB0069_MARKER: DD = SURVEY DISK
 AB0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0069_SP_SET: CULVERT
 AB0069_STAMPING: J 45 18.02
 AB0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0069
 AB0069  HISTORY     - Date     Condition        Report By
 AB0069  HISTORY     - UNK      MONUMENTED
 AB0069  HISTORY     - 1942     GOOD             NGS
 AB0069  HISTORY     - 1949     GOOD             NGS
 AB0069
 AB0069                          STATION DESCRIPTION
 AB0069
 AB0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0069'17.2 MI NE FROM BROWNSVILLE.
 AB0069'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0069'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0069'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLE GUARD, CONTINUE
 AB0069'ON STATE HIGHWAY NUMBER 4 AND GO 9.1 MILES TO A CONCRETE CULVERT AND
 AB0069'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF
 AB0069'THE TOP OF THE NORTH HEADWALL OF THE CULVERT.  IT IS 20 FEET NORTH OF
 AB0069'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AB0069
 AB0069                          STATION RECOVERY (1949)
 AB0069
 AB0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1616 ***********************************************************************
 AN1616  DESIGNATION -  J 45
 AN1616  PID         -  AN1616
 AN1616  STATE/COUNTY-  TX/BEE
 AN1616  USGS QUAD   -  TULETA (1987)
 AN1616
 AN1616                         *CURRENT SURVEY CONTROL
 AN1616  ___________________________________________________________________
 AN1616* NAD 83(1986)-  28 32 25.     (N)    097 47 12.     (W)     SCALED    
 AN1616* NAVD 88     -        81.229  (meters)     266.50   (feet)  ADJUSTED  
 AN1616  ___________________________________________________________________
 AN1616  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AN1616  DYNAMIC HT  -          81.108 (meters)     266.10  (feet)  COMP
 AN1616  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 AN1616
 AN1616  VERT ORDER  -  FIRST     CLASS II
 AN1616
 AN1616.The horizontal coordinates were scaled from a topographic map and have
 AN1616.an estimated accuracy of +/- 6 seconds.
 AN1616
 AN1616.The orthometric height was determined by differential leveling
 AN1616.and adjusted by the National Geodetic Survey in June 1991..
 AN1616.WARNING-Repeat measurements at this control monument indicate possible
 AN1616.vertical movement.
 AN1616
 AN1616.The geoid height was determined by GEOID03.
 AN1616
 AN1616.The dynamic height is computed by dividing the NAVD 88
 AN1616.geopotential number by the normal gravity value computed on the
 AN1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1616.degrees latitude (g = 980.6199 gals.).
 AN1616
 AN1616.The modeled gravity was interpolated from observed gravity values.
 AN1616
 AN1616;                    North         East    Units  Estimated Accuracy
 AN1616;SPC TXSC     - 4,078,970.      718,740.      MT  (+/- 180 meters Scaled)
 AN1616
 AN1616                          SUPERSEDED SURVEY CONTROL
 AN1616
 AN1616  NGVD 29 (??/??/92)   81.189  (m)          266.37   (f) ADJ UNCH    1 2
 AN1616
 AN1616.Superseded values are not recommended for survey control.
 AN1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1616.See file dsdata.txt to determine how the superseded data were derived.
 AN1616
 AN1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS187576(NAD 83)
 AN1616_MARKER: DB = BENCH MARK DISK
 AN1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1616_STAMPING: ELEV 266.207 FT J 45 1917
 AN1616_PROJECTION: PROJECTING 12 CENTIMETERS
 AN1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1616+STABILITY: SURFACE MOTION
 AN1616
 AN1616  HISTORY     - Date     Condition        Report By
 AN1616  HISTORY     - 1917     MONUMENTED       CGS
 AN1616  HISTORY     - 1943     GOOD             NGS
 AN1616  HISTORY     - 1981     GOOD             NGS
 AN1616  HISTORY     - 1987     GOOD             USPSQD
 AN1616
 AN1616                          STATION DESCRIPTION
 AN1616
 AN1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 AN1616'3.4 MI N FROM NORMANNA.
 AN1616'3/4 MILE NORTH ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AN1616'NORMANNA, BEE COUNTY, 7-1/2 POLES NORTH OF MILEPOST 83, 56 FEET
 AN1616'SOUTHWEST ACROSS THE TRACK FROM A SIGNBOARD PAINTED 40-25, 44.2 FEET
 AN1616'WEST OF THE CENTERLINE OF THE TRACK, 2.7 FEET SOUTH OF A WHITE WOODEN
 AN1616'WITNESS POST, AND 2.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, SET
 AN1616'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AN1616
 AN1616                          STATION RECOVERY (1943)
 AN1616
 AN1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AN1616'RECOVERED IN GOOD CONDITION.
 AN1616
 AN1616                          STATION RECOVERY (1981)
 AN1616
 AN1616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1616'9.1 KM (5.65 MI) SOUTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1616'FARM ROAD 623 IN PETTUS, AT A THREE WIRE HIGH TENSION POWERLINE
 AN1616'CROSSING, 18.8 METERS (62.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 AN1616'THE HIGHWAY, 13.1 METERS (43.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 AN1616'RAIL OF THE SOUTHERN PACIFIC RAILROAD, 5.4 METERS (18.0 FT) SOUTH OF A
 AN1616'POWERLINE POLE.
 AN1616'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AN1616'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AN1616
 AN1616                          STATION RECOVERY (1987)
 AN1616
 AN1616'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1118 ***********************************************************************
 AY1118  DESIGNATION -  J 450
 AY1118  PID         -  AY1118
 AY1118  STATE/COUNTY-  TX/BANDERA
 AY1118  USGS QUAD   -  ECHO HILL RANCH (1964)
 AY1118
 AY1118                         *CURRENT SURVEY CONTROL
 AY1118  ___________________________________________________________________
 AY1118* NAD 83(1986)-  29 53 50.     (N)    099 15 35.     (W)     SCALED    
 AY1118* NAVD 88     -       518.545  (meters)    1701.26   (feet)  ADJUSTED  
 AY1118  ___________________________________________________________________
 AY1118  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 AY1118  DYNAMIC HT  -         517.803 (meters)    1698.83  (feet)  COMP
 AY1118  MODELED GRAV-     979,194.1   (mgal)                       NAVD 88
 AY1118
 AY1118  VERT ORDER  -  SECOND    CLASS 0
 AY1118
 AY1118.The horizontal coordinates were scaled from a topographic map and have
 AY1118.an estimated accuracy of +/- 6 seconds.
 AY1118
 AY1118.The orthometric height was determined by differential leveling
 AY1118.and adjusted by the National Geodetic Survey in June 1991..
 AY1118
 AY1118.The geoid height was determined by GEOID03.
 AY1118
 AY1118.The dynamic height is computed by dividing the NAVD 88
 AY1118.geopotential number by the normal gravity value computed on the
 AY1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1118.degrees latitude (g = 980.6199 gals.).
 AY1118
 AY1118.The modeled gravity was interpolated from observed gravity values.
 AY1118
 AY1118;                    North         East    Units  Estimated Accuracy
 AY1118;SPC TXSC     - 4,228,770.      574,920.      MT  (+/- 180 meters Scaled)
 AY1118
 AY1118                          SUPERSEDED SURVEY CONTROL
 AY1118
 AY1118  NGVD 29 (??/??/92)  518.453  (m)         1700.96   (f) ADJ UNCH    2 0
 AY1118
 AY1118.Superseded values are not recommended for survey control.
 AY1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1118.See file dsdata.txt to determine how the superseded data were derived.
 AY1118
 AY1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU749074(NAD 83)
 AY1118_MARKER: DB = BENCH MARK DISK
 AY1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1118_STAMPING: J 450 1935
 AY1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1118+STABILITY: SURFACE MOTION
 AY1118
 AY1118  HISTORY     - Date     Condition        Report By
 AY1118  HISTORY     - 1935     MONUMENTED       CGS
 AY1118  HISTORY     - 1953     GOOD             NGS
 AY1118  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1118
 AY1118                          STATION DESCRIPTION
 AY1118
 AY1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1118'14.8 MI SW FROM KERRVILLE.
 AY1118'14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1118'KERRVILLE, 0.3 MILE SOUTH OF THE KERR AND BANDERA COUNTY LINE, AT THE
 AY1118'SOUTH END OF A CURVE IN THE HIGHWAY, 75 FEET NORTH OF A FENCE LEADING
 AY1118'WEST, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF
 AY1118'A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY1118'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1118
 AY1118                          STATION RECOVERY (1990)
 AY1118
 AY1118'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0243 ***********************************************************************
 CD0243  DESIGNATION -  J 451
 CD0243  PID         -  CD0243
 CD0243  STATE/COUNTY-  TX/CULBERSON
 CD0243  USGS QUAD   -  NUTT RANCH (1964)
 CD0243
 CD0243                         *CURRENT SURVEY CONTROL
 CD0243  ___________________________________________________________________
 CD0243* NAD 83(1986)-  31 14 07.     (N)    104 51 22.     (W)     SCALED    
 CD0243* NAVD 88     -      1262.092  (meters)    4140.71   (feet)  ADJUSTED  
 CD0243  ___________________________________________________________________
 CD0243  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CD0243  DYNAMIC HT  -        1260.119 (meters)    4134.24  (feet)  COMP
 CD0243  MODELED GRAV-     979,033.7   (mgal)                       NAVD 88
 CD0243
 CD0243  VERT ORDER  -  SECOND    CLASS 0
 CD0243
 CD0243.The horizontal coordinates were scaled from a topographic map and have
 CD0243.an estimated accuracy of +/- 6 seconds.
 CD0243
 CD0243.The orthometric height was determined by differential leveling
 CD0243.and adjusted by the National Geodetic Survey in June 1991..
 CD0243
 CD0243.The geoid height was determined by GEOID03.
 CD0243
 CD0243.The dynamic height is computed by dividing the NAVD 88
 CD0243.geopotential number by the normal gravity value computed on the
 CD0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0243.degrees latitude (g = 980.6199 gals.).
 CD0243
 CD0243.The modeled gravity was interpolated from observed gravity values.
 CD0243
 CD0243;                    North         East    Units  Estimated Accuracy
 CD0243;SPC TX C     - 3,182,650.      269,290.      MT  (+/- 180 meters Scaled)
 CD0243
 CD0243                          SUPERSEDED SURVEY CONTROL
 CD0243
 CD0243  NGVD 29 (??/??/92) 1261.583  (m)         4139.04   (f) ADJ UNCH    2 0
 CD0243
 CD0243.Superseded values are not recommended for survey control.
 CD0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0243.See file dsdata.txt to determine how the superseded data were derived.
 CD0243
 CD0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ137556(NAD 83)
 CD0243_MARKER: DB = BENCH MARK DISK
 CD0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0243_STAMPING: J 451 1934
 CD0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0243+STABILITY: SURFACE MOTION
 CD0243
 CD0243  HISTORY     - Date     Condition        Report By
 CD0243  HISTORY     - 1934     MONUMENTED       CGS
 CD0243  HISTORY     - 1958     GOOD             NGS
 CD0243
 CD0243                          STATION DESCRIPTION
 CD0243
 CD0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0243'15.1 MI N FROM VAN HORN.
 CD0243'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0243'STATION AT VAN HORN, THENCE ABOUT 14.95 MILE NORTH ALONG STATE HIGHWAY
 CD0243'54.  238 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1.1 MILE
 CD0243'NORTH OF A RANCH HOUSE, 275 FEET NORTH OF A PRIVATE ROAD LEADING WEST,
 CD0243'35 FEET EAST OF THE CENTER LINE OF THE OLD ROAD, 2 FEET EAST OF A
 CD0243'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 CD0243'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0408 ***********************************************************************
 CC0408  DESIGNATION -  J 452
 CC0408  PID         -  CC0408
 CC0408  STATE/COUNTY-  TX/REEVES
 CC0408  USGS QUAD   -  SOTOL HILL (1970)
 CC0408
 CC0408                         *CURRENT SURVEY CONTROL
 CC0408  ___________________________________________________________________
 CC0408* NAD 83(1986)-  31 01 21.     (N)    103 57 12.     (W)     SCALED    
 CC0408* NAVD 88     -      1134.618  (meters)    3722.49   (feet)  POSTED    
 CC0408  ___________________________________________________________________
 CC0408  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 CC0408  DYNAMIC HT  -        1132.870 (meters)    3716.76  (feet)  COMP
 CC0408  MODELED GRAV-     979,065.3   (mgal)                       NAVD 88
 CC0408
 CC0408  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0408
 CC0408.The horizontal coordinates were scaled from a topographic map and have
 CC0408.an estimated accuracy of +/- 6 seconds.
 CC0408
 CC0408.The orthometric height was determined by differential leveling
 CC0408.and adjusted by the National Geodetic Survey in 1992..
 CC0408.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0408.rate of 1.1 thru 2.0 mm/km.
 CC0408
 CC0408.The geoid height was determined by GEOID03.
 CC0408
 CC0408.The dynamic height is computed by dividing the NAVD 88
 CC0408.geopotential number by the normal gravity value computed on the
 CC0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0408.degrees latitude (g = 980.6199 gals.).
 CC0408
 CC0408.The modeled gravity was interpolated from observed gravity values.
 CC0408
 CC0408;                    North         East    Units  Estimated Accuracy
 CC0408;SPC TX C     - 3,155,920.      354,460.      MT  (+/- 180 meters Scaled)
 CC0408
 CC0408                          SUPERSEDED SURVEY CONTROL
 CC0408
 CC0408  NGVD 29 (??/??/92) 1134.200  (m)         3721.12   (f) ADJ UNCH    2 0
 CC0408
 CC0408.Superseded values are not recommended for survey control.
 CC0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0408.See file dsdata.txt to determine how the superseded data were derived.
 CC0408
 CC0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ999325(NAD 83)
 CC0408_MARKER: DB = BENCH MARK DISK
 CC0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0408_SP_SET: BRIDGE
 CC0408_STAMPING: J 452 1934 3721.101
 CC0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0408
 CC0408  HISTORY     - Date     Condition        Report By
 CC0408  HISTORY     - 1934     MONUMENTED       CGS
 CC0408  HISTORY     - 1958     GOOD             NGS
 CC0408
 CC0408                          STATION DESCRIPTION
 CC0408
 CC0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0408'12.5 MI NW FROM TOYAHVALE.
 CC0408'ABOUT 12.5 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE
 CC0408'AT TOYAHVALE, IN THE TOP OF THE SOUTHWEST CONCRETE HEADWALL OF A
 CC0408'3-CHANNEL CULVERT, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CC0408'HIGHWAY, 0.6 MILE NORTHWEST OF A CONCRETE HIGHWAY BRIDGE, ABOUT 0.1
 CC0408'MILE NORTH OF A LONE ROCKY HILL, 7 FEET SOUTHEAST OF THE NORTHWEST END
 CC0408'OF THE HEADWALL, AND ABOUT 9 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0247 ***********************************************************************
 BP0247  DESIGNATION -  J 453
 BP0247  PID         -  BP0247
 BP0247  STATE/COUNTY-  TX/PECOS
 BP0247  USGS QUAD   -  TUCKER HILL (1970)
 BP0247
 BP0247                         *CURRENT SURVEY CONTROL
 BP0247  ___________________________________________________________________
 BP0247* NAD 83(1986)-  30 56 19.     (N)    103 18 30.     (W)     SCALED    
 BP0247* NAVD 88     -       936.578  (meters)    3072.76   (feet)  POSTED    
 BP0247  ___________________________________________________________________
 BP0247  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BP0247  DYNAMIC HT  -         935.150 (meters)    3068.07  (feet)  COMP
 BP0247  MODELED GRAV-     979,087.8   (mgal)                       NAVD 88
 BP0247
 BP0247  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0247
 BP0247.The horizontal coordinates were scaled from a topographic map and have
 BP0247.an estimated accuracy of +/- 6 seconds.
 BP0247
 BP0247.The orthometric height was determined by differential leveling
 BP0247.and adjusted by the National Geodetic Survey in 1992..
 BP0247.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0247.rate of 1.1 thru 2.0 mm/km.
 BP0247
 BP0247.The geoid height was determined by GEOID03.
 BP0247
 BP0247.The dynamic height is computed by dividing the NAVD 88
 BP0247.geopotential number by the normal gravity value computed on the
 BP0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0247.degrees latitude (g = 980.6199 gals.).
 BP0247
 BP0247.The modeled gravity was interpolated from observed gravity values.
 BP0247
 BP0247;                    North         East    Units  Estimated Accuracy
 BP0247;SPC TX C     - 3,144,800.      415,760.      MT  (+/- 180 meters Scaled)
 BP0247
 BP0247                          SUPERSEDED SURVEY CONTROL
 BP0247
 BP0247  NGVD 29 (??/??/92)  936.240  (m)         3071.65   (f) ADJ UNCH    2 0
 BP0247
 BP0247.Superseded values are not recommended for survey control.
 BP0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0247.See file dsdata.txt to determine how the superseded data were derived.
 BP0247
 BP0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ616240(NAD 83)
 BP0247_MARKER: DB = BENCH MARK DISK
 BP0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0247_STAMPING: J 453 1935 3071.647
 BP0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0247+STABILITY: SURFACE MOTION
 BP0247
 BP0247  HISTORY     - Date     Condition        Report By
 BP0247  HISTORY     - 1935     MONUMENTED       CGS
 BP0247  HISTORY     - 1958     GOOD             NGS
 BP0247  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0247  HISTORY     - 20001011 MARK NOT FOUND   TXDOT
 BP0247
 BP0247                          STATION DESCRIPTION
 BP0247
 BP0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0247'25.6 MI W FROM FORT STOCKTON.
 BP0247'ABOUT 25.6 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0247'SANTA FE RAILWAY STATION AT FORT STOCKTON, ABOUT 26.4 MILES EAST ALONG
 BP0247'U. S. HIGHWAY 290 FROM THE POST OFFICE AT BALMORHEA, 51 1/2 FEET NORTH
 BP0247'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2 MILE WEST OF A WINDMILL
 BP0247'AT THE EAST END OF A ROAD SIDE PARK, 305 FEET WEST OF THE MOST
 BP0247'WESTERLY TREE AT THE WEST END OF THE ROAD SIDE PARK, 55 FEET WEST OF A
 BP0247'FENCE CORNER POST, 1 FOOT SOUTH OF A WOVEN WIRE FENCE, 1 1/2 FEET EAST
 BP0247'OF A CONCRETE WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BP0247'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 BP0247
 BP0247                          STATION RECOVERY (1996)
 BP0247
 BP0247'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0247'MARK NOT FOUND.
 BP0247
 BP0247                          STATION RECOVERY (2000)
 BP0247
 BP0247'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (JCW)
 BP0247'MARK LOCATION IS IN INTERSTATE HIGHWAY 10 REST AREA WHICH WAS EXPANDED
 BP0247'IN 1971. SURVIVAL OF MARK UNLIKELY IN DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0148 ***********************************************************************
 BQ0148  DESIGNATION -  J 454
 BQ0148  PID         -  BQ0148
 BQ0148  STATE/COUNTY-  TX/PRESIDIO
 BQ0148  USGS QUAD   -  SAN ESTEBAN LAKE SW (1983)
 BQ0148
 BQ0148                         *CURRENT SURVEY CONTROL
 BQ0148  ___________________________________________________________________
 BQ0148* NAD 83(1986)-  30 00 43.     (N)    104 12 45.     (W)     SCALED    
 BQ0148* NAVD 88     -      1530.801  (meters)    5022.30   (feet)  POSTED    
 BQ0148  ___________________________________________________________________
 BQ0148  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 BQ0148  DYNAMIC HT  -        1528.180 (meters)    5013.70  (feet)  COMP
 BQ0148  MODELED GRAV-     978,873.6   (mgal)                       NAVD 88
 BQ0148
 BQ0148  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BQ0148
 BQ0148.The horizontal coordinates were scaled from a topographic map and have
 BQ0148.an estimated accuracy of +/- 6 seconds.
 BQ0148
 BQ0148.The orthometric height was determined by differential leveling
 BQ0148.and adjusted by the National Geodetic Survey in 1992..
 BQ0148.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BQ0148.rate of 0.0 thru 1.0 mm/km.
 BQ0148
 BQ0148.The geoid height was determined by GEOID03.
 BQ0148
 BQ0148.The dynamic height is computed by dividing the NAVD 88
 BQ0148.geopotential number by the normal gravity value computed on the
 BQ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0148.degrees latitude (g = 980.6199 gals.).
 BQ0148
 BQ0148.The modeled gravity was interpolated from observed gravity values.
 BQ0148
 BQ0148;                    North         East    Units  Estimated Accuracy
 BQ0148;SPC TXSC     - 4,252,660.       97,330.      MT  (+/- 180 meters Scaled)
 BQ0148
 BQ0148                          SUPERSEDED SURVEY CONTROL
 BQ0148
 BQ0148  NGVD 29 (??/??/92) 1530.270  (m)         5020.56   (f) ADJ UNCH    1 2
 BQ0148
 BQ0148.Superseded values are not recommended for survey control.
 BQ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0148.See file dsdata.txt to determine how the superseded data were derived.
 BQ0148
 BQ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP759203(NAD 83)
 BQ0148_MARKER: DB = BENCH MARK DISK
 BQ0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BQ0148_SP_SET: CULVERT
 BQ0148_STAMPING: J 454 1935
 BQ0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BQ0148
 BQ0148  HISTORY     - Date     Condition        Report By
 BQ0148  HISTORY     - 1935     MONUMENTED       CGS
 BQ0148  HISTORY     - 1958     GOOD             NGS
 BQ0148  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0148  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BQ0148
 BQ0148                          STATION DESCRIPTION
 BQ0148
 BQ0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0148'15.65 MI NE FROM SHAFTER.
 BQ0148'ABOUT 15.65 MILES NORTHEAST ALONG U. S. HIGHWAY 67 FROM THE BRIDGE
 BQ0148'OVER CIBOLE CREEK AT SHAFTER, IN THE TOP OF THE SOUTHWEST END OF THE
 BQ0148'NORTHWEST CONCRETE HEAD WALL OF A CULVERT, 18 FEET NORTHWEST OF THE
 BQ0148'CENTER LINE OF THE HIGHWAY, 9 FEET NORTHEAST OF THE SOUTHWEST END OF
 BQ0148'THE CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BQ0148
 BQ0148                          STATION RECOVERY (1966)
 BQ0148
 BQ0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0148'MARK NOT FOUND.
 BQ0148
 BQ0148                          STATION RECOVERY (1996)
 BQ0148
 BQ0148'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0218 ***********************************************************************
 BP0218  DESIGNATION -  J 455
 BP0218  PID         -  BP0218
 BP0218  STATE/COUNTY-  TX/PECOS
 BP0218  USGS QUAD   -  FORT STOCKTON WEST (1970)
 BP0218
 BP0218                         *CURRENT SURVEY CONTROL
 BP0218  ___________________________________________________________________
 BP0218* NAD 83(1986)-  30 53 38.     (N)    102 53 40.     (W)     SCALED    
 BP0218* NAVD 88     -       912.218  (meters)    2992.84   (feet)  POSTED    
 BP0218  ___________________________________________________________________
 BP0218  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 BP0218  DYNAMIC HT  -         910.830 (meters)    2988.28  (feet)  COMP
 BP0218  MODELED GRAV-     979,092.2   (mgal)                       NAVD 88
 BP0218
 BP0218  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BP0218
 BP0218.The horizontal coordinates were scaled from a topographic map and have
 BP0218.an estimated accuracy of +/- 6 seconds.
 BP0218
 BP0218.The orthometric height was determined by differential leveling
 BP0218.and adjusted by the National Geodetic Survey in 1992..
 BP0218.No vertical observational check was made to the station.
 BP0218.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BP0218.was located on a no-check spur therefore a value was not computed.
 BP0218
 BP0218.The geoid height was determined by GEOID03.
 BP0218
 BP0218.The dynamic height is computed by dividing the NAVD 88
 BP0218.geopotential number by the normal gravity value computed on the
 BP0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0218.degrees latitude (g = 980.6199 gals.).
 BP0218
 BP0218.The modeled gravity was interpolated from observed gravity values.
 BP0218
 BP0218;                    North         East    Units  Estimated Accuracy
 BP0218;SPC TX C     - 3,138,860.      455,180.      MT  (+/- 180 meters Scaled)
 BP0218
 BP0218                          SUPERSEDED SURVEY CONTROL
 BP0218
 BP0218  NGVD 29 (??/??/92)  911.856  (m)         2991.65   (f) ADJ UNCH    2 0
 BP0218
 BP0218.Superseded values are not recommended for survey control.
 BP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0218.See file dsdata.txt to determine how the superseded data were derived.
 BP0218
 BP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ012197(NAD 83)
 BP0218_MARKER: DB = BENCH MARK DISK
 BP0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0218_STAMPING: J-455 1935
 BP0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0218+STABILITY: SURFACE MOTION
 BP0218
 BP0218  HISTORY     - Date     Condition        Report By
 BP0218  HISTORY     - 1935     MONUMENTED       CGS
 BP0218  HISTORY     - 1970     MARK NOT FOUND   USGS
 BP0218  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0218
 BP0218                          STATION DESCRIPTION
 BP0218
 BP0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BP0218'0.9 MI W FROM FORT STOCKTON.
 BP0218'0.9 MI. W. OF MAIN ST., ALONG U.S. HWY NO. 290 AT FORT STOCKTON CITY
 BP0218'LIMITS, 55 FT. S. OF THE CENTER LINE OF U.S. NO. 290, 45 FT. W. OF THE
 BP0218'CENTER LINE OF A SIDE ROAD, 5 FT. W. OF A FENCE CORNER, AND 2 FT. N.
 BP0218'OF R.O.W. FENCE.
 BP0218
 BP0218                          STATION RECOVERY (1970)
 BP0218
 BP0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BP0218'MARK NOT FOUND.
 BP0218
 BP0218                          STATION RECOVERY (1996)
 BP0218
 BP0218'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4853 ***********************************************************************
 AW4853  DESIGNATION -  J 459 RESET
 AW4853  PID         -  AW4853
 AW4853  STATE/COUNTY-  TX/HARRIS
 AW4853  USGS QUAD   -  CROSBY (1982)
 AW4853
 AW4853                         *CURRENT SURVEY CONTROL
 AW4853  ___________________________________________________________________
 AW4853* NAD 83(1986)-  29 53 19.     (N)    095 03 48.     (W)     SCALED    
 AW4853* NAVD 88     -        14.263  (meters)      46.79   (feet)  ADJUSTED  
 AW4853  ___________________________________________________________________
 AW4853  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW4853  DYNAMIC HT  -          14.244 (meters)      46.73  (feet)  COMP
 AW4853  MODELED GRAV-     979,299.0   (mgal)                       NAVD 88
 AW4853
 AW4853  VERT ORDER  -  FIRST     CLASS II
 AW4853
 AW4853.The horizontal coordinates were scaled from a topographic map and have
 AW4853.an estimated accuracy of +/- 6 seconds.
 AW4853
 AW4853.The orthometric height was determined by differential leveling
 AW4853.and adjusted by the National Geodetic Survey in June 1991..
 AW4853
 AW4853.The geoid height was determined by GEOID03.
 AW4853
 AW4853.The dynamic height is computed by dividing the NAVD 88
 AW4853.geopotential number by the normal gravity value computed on the
 AW4853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4853.degrees latitude (g = 980.6199 gals.).
 AW4853
 AW4853.The modeled gravity was interpolated from observed gravity values.
 AW4853
 AW4853;                    North         East    Units  Estimated Accuracy
 AW4853;SPC TXSC     - 4,234,180.      980,150.      MT  (+/- 180 meters Scaled)
 AW4853
 AW4853                          SUPERSEDED SURVEY CONTROL
 AW4853
 AW4853  NGVD 29 (12/23/87)   14.262  (m)           46.79   (f) ADJUSTED    1 2
 AW4853
 AW4853.Superseded values are not recommended for survey control.
 AW4853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4853.See file dsdata.txt to determine how the superseded data were derived.
 AW4853
 AW4853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP007082(NAD 83)
 AW4853_MARKER: DB = BENCH MARK DISK
 AW4853_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4853_SP_SET: HEADWALL
 AW4853_STAMPING: J 459 RESET 1979
 AW4853_MARK LOGO: NGS   
 AW4853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4853+STABILITY: SURFACE MOTION
 AW4853
 AW4853  HISTORY     - Date     Condition        Report By
 AW4853  HISTORY     - 1979     MONUMENTED       NGS
 AW4853  HISTORY     - 1983     GOOD             NGS
 AW4853  HISTORY     - 1986     GOOD             NGS
 AW4853  HISTORY     - 19941213 GOOD             USPSQD
 AW4853  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 AW4853
 AW4853                          STATION DESCRIPTION
 AW4853
 AW4853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4853'2.3 KM (1.45 MI) SSE FROM CROSBY.
 AW4853'2.3 KM (1.45 MI) SOUTH-SOUTHEAST ALONG FARM ROAD 2100 FROM THE POST
 AW4853'OFFICE IN CROSBY, AT KENNING ROAD LEADING EAST, SET IN THE TOP OF THE
 AW4853'EAST HEADWALL OF A SMALL CONCRETE CULVERT UNDER FARM ROAD 2100,
 AW4853'10.06 METERS (33.0 FT) EAST OF THE CENTERLINE OF FARM ROAD 2100,
 AW4853'16.15 METERS (53.0 FT) SOUTH OF THE CENTERLINE OF KENNING ROAD,
 AW4853'8.68 METERS (28.5 FT) SOUTHWEST OF A POWERLINE JUNCTION POLE,
 AW4853'14.02 METERS (46.0 FT) NORTH-NORTHWEST OF THE NORTH END OF A ROUND
 AW4853'CONCRETE CULVERT UNDER AN ENTRANCE TO RONS KRISPY FRIED CHICKEN
 AW4853'RESTAURANT, 1.37 METERS (4.5 FT) NORTH OF THE SOUTH END OF THE
 AW4853'HEADWALL, AND 4.42 METERS (14.5 FT) WEST OF A DOUBLE GUY WIRE ANCHOR
 AW4853'TO THE POWERLINE JUNCTION POLE.
 AW4853'THE MARK IS 0.3 M ABOVE FARM ROAD 2100.
 AW4853
 AW4853                          STATION RECOVERY (1986)
 AW4853
 AW4853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4853'RECOVERED IN GOOD CONDITION.
 AW4853
 AW4853                          STATION RECOVERY (1994)
 AW4853
 AW4853'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4853'RECOVERED IN GOOD CONDITION.
 AW4853
 AW4853                          STATION RECOVERY (2004)
 AW4853
 AW4853'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0675 ***********************************************************************
 AW0675  DESIGNATION -  J 460
 AW0675  PID         -  AW0675
 AW0675  STATE/COUNTY-  TX/GALVESTON
 AW0675  USGS QUAD   -  SEA ISLE (1974)
 AW0675
 AW0675                         *CURRENT SURVEY CONTROL
 AW0675  ___________________________________________________________________
 AW0675* NAD 83(1986)-  29 07 37.     (N)    095 03 40.     (W)     SCALED    
 AW0675* NAVD 88     -         2.42   (+/-2cm)       7.9    (feet)  VERTCON   
 AW0675  ___________________________________________________________________
 AW0675  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AW0675
 AW0675  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0675
 AW0675.The horizontal coordinates were scaled from a topographic map and have
 AW0675.an estimated accuracy of +/- 6 seconds.
 AW0675
 AW0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0675.The vertical order pertains to the NGVD 29 superseded value.
 AW0675
 AW0675.The geoid height was determined by GEOID03.
 AW0675
 AW0675;                    North         East    Units  Estimated Accuracy
 AW0675;SPC TXSC     - 4,149,820.      983,210.      MT  (+/- 180 meters Scaled)
 AW0675
 AW0675                          SUPERSEDED SURVEY CONTROL
 AW0675
 AW0675  NGVD 29 (??/??/92)    2.421  (m)            7.94   (f) ADJ UNCH    1 2
 AW0675
 AW0675.Superseded values are not recommended for survey control.
 AW0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0675.See file dsdata.txt to determine how the superseded data were derived.
 AW0675
 AW0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN994238(NAD 83)
 AW0675_MARKER: DB = BENCH MARK DISK
 AW0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0675_STAMPING: J 460 1951
 AW0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0675+STABILITY: SURFACE MOTION
 AW0675
 AW0675  HISTORY     - Date     Condition        Report By
 AW0675  HISTORY     - 1951     MONUMENTED       CGS
 AW0675  HISTORY     - 1958     GOOD             NGS
 AW0675  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW0675  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0675  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 AW0675
 AW0675                          STATION DESCRIPTION
 AW0675
 AW0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW0675'19.95 MI SW FROM GALVESTON.
 AW0675'3.7 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE BUCCANEER HOTEL
 AW0675'AT GALVESTON, THENCE ABOUT 7.9 MILES SOUTHWEST ALONG THE BEACH TO THE
 AW0675'END OF STEWART ROAD, THENCE ABOUT 0.2 MILE NORTHWEST ALONG STEWART
 AW0675'ROAD, THENCE ABOUT 8.15 MILES SOUTHWEST ALONG THE TERMINI SAN LUIS
 AW0675'PASS ROAD, 142 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 AW0675'0.15 MILE SOUTHWEST OF A WINDMILL, 80 FEET SOUTHEAST OF AN ALUMINUM
 AW0675'GATE IN THE RIGHT-OF-WAY FENCE, 225 FEET NORTHWEST OF THE HIGH WATER
 AW0675'LINE, 3 FEET SOUTHEAST OF AN OLD FENCE LINE, 1 FOOT NORTHWEST OF A
 AW0675'METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 AW0675'INCHES.
 AW0675
 AW0675                          STATION RECOVERY (1964)
 AW0675
 AW0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW0675'MARK NOT FOUND.
 AW0675
 AW0675                          STATION RECOVERY (1978)
 AW0675
 AW0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0675'NOT RECOVERED IN 1964.
 AW0675
 AW0675                          STATION RECOVERY (1994)
 AW0675
 AW0675'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1438 ***********************************************************************
 AY1438  DESIGNATION -  J 461
 AY1438  PID         -  AY1438
 AY1438  STATE/COUNTY-  TX/REAL
 AY1438  USGS QUAD   -  OWL HOLLOW (1971)
 AY1438
 AY1438                         *CURRENT SURVEY CONTROL
 AY1438  ___________________________________________________________________
 AY1438* NAD 83(1986)-  29 47 42.     (N)    099 46 50.     (W)     SCALED    
 AY1438* NAVD 88     -       522.927  (meters)    1715.64   (feet)  ADJUSTED  
 AY1438  ___________________________________________________________________
 AY1438  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 AY1438  DYNAMIC HT  -         522.157 (meters)    1713.11  (feet)  COMP
 AY1438  MODELED GRAV-     979,154.0   (mgal)                       NAVD 88
 AY1438
 AY1438  VERT ORDER  -  SECOND    CLASS 0
 AY1438
 AY1438.The horizontal coordinates were scaled from a topographic map and have
 AY1438.an estimated accuracy of +/- 6 seconds.
 AY1438
 AY1438.The orthometric height was determined by differential leveling
 AY1438.and adjusted by the National Geodetic Survey in June 1991..
 AY1438
 AY1438.The geoid height was determined by GEOID03.
 AY1438
 AY1438.The dynamic height is computed by dividing the NAVD 88
 AY1438.geopotential number by the normal gravity value computed on the
 AY1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1438.degrees latitude (g = 980.6199 gals.).
 AY1438
 AY1438.The modeled gravity was interpolated from observed gravity values.
 AY1438
 AY1438;                    North         East    Units  Estimated Accuracy
 AY1438;SPC TXSC     - 4,217,660.      524,540.      MT  (+/- 180 meters Scaled)
 AY1438
 AY1438                          SUPERSEDED SURVEY CONTROL
 AY1438
 AY1438  NGVD 29 (??/??/92)  522.839  (m)         1715.35   (f) ADJ UNCH    2 0
 AY1438
 AY1438.Superseded values are not recommended for survey control.
 AY1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1438.See file dsdata.txt to determine how the superseded data were derived.
 AY1438
 AY1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT245963(NAD 83)
 AY1438_MARKER: DB = BENCH MARK DISK
 AY1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1438_STAMPING: J 461 1953
 AY1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1438+STABILITY: SURFACE MOTION
 AY1438
 AY1438  HISTORY     - Date     Condition        Report By
 AY1438  HISTORY     - 1953     MONUMENTED       CGS
 AY1438  HISTORY     - 1989     GOOD             USPSQD
 AY1438  HISTORY     - 20010331 GOOD             NGS
 AY1438  HISTORY     - 20010801 GOOD             NGS
 AY1438
 AY1438                          STATION DESCRIPTION
 AY1438
 AY1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1438'5.15 MI N FROM LEAKEY.
 AY1438'0.75 MILE NORTH ALONG U.S. HIGHWAY 83 AND RANCH ROAD 336 FROM THE
 AY1438'COURTHOUSE AT LEAKEY, THENCE 4.4 MILES NORTH ALONG RANCH ROAD 336, AT
 AY1438'THE LEWIS RANCH AIRPORT, 92 YARDS WEST OF THE CENTER LINE OF THE RANCH
 AY1438'ROAD, 72 FEET NORTH OF A FENCE, 2.5 FEET SOUTHWEST OF THE NORTHWEST
 AY1438'CORNER OF THE HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY1438'0.1 FOOT ABOVE THE GROUND.
 AY1438
 AY1438                          STATION RECOVERY (1989)
 AY1438
 AY1438'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1438'RECOVERED IN GOOD CONDITION.
 AY1438
 AY1438                          STATION RECOVERY (2001)
 AY1438
 AY1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1438'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1438
 AY1438                          STATION RECOVERY (2001)
 AY1438
 AY1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1438'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0047 ***********************************************************************
 AZ0047  DESIGNATION -  J 462
 AZ0047  PID         -  AZ0047
 AZ0047  STATE/COUNTY-  TX/REAL
 AZ0047  USGS QUAD   -  CAMP WOOD (1973)
 AZ0047
 AZ0047                         *CURRENT SURVEY CONTROL
 AZ0047  ___________________________________________________________________
 AZ0047* NAD 83(1986)-  29 39 22.     (N)    100 00 32.     (W)     SCALED    
 AZ0047* NAVD 88     -       437.073  (meters)    1433.96   (feet)  ADJUSTED  
 AZ0047  ___________________________________________________________________
 AZ0047  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 AZ0047  DYNAMIC HT  -         436.428 (meters)    1431.85  (feet)  COMP
 AZ0047  MODELED GRAV-     979,153.6   (mgal)                       NAVD 88
 AZ0047
 AZ0047  VERT ORDER  -  SECOND    CLASS 0
 AZ0047
 AZ0047.The horizontal coordinates were scaled from a topographic map and have
 AZ0047.an estimated accuracy of +/- 6 seconds.
 AZ0047
 AZ0047.The orthometric height was determined by differential leveling
 AZ0047.and adjusted by the National Geodetic Survey in June 1991..
 AZ0047
 AZ0047.The geoid height was determined by GEOID03.
 AZ0047
 AZ0047.The dynamic height is computed by dividing the NAVD 88
 AZ0047.geopotential number by the normal gravity value computed on the
 AZ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0047.degrees latitude (g = 980.6199 gals.).
 AZ0047
 AZ0047.The modeled gravity was interpolated from observed gravity values.
 AZ0047
 AZ0047;                    North         East    Units  Estimated Accuracy
 AZ0047;SPC TXSC     - 4,202,430.      502,340.      MT  (+/- 180 meters Scaled)
 AZ0047
 AZ0047                          SUPERSEDED SURVEY CONTROL
 AZ0047
 AZ0047  NGVD 29 (??/??/92)  436.980  (m)         1433.66   (f) ADJ UNCH    2 0
 AZ0047
 AZ0047.Superseded values are not recommended for survey control.
 AZ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0047.See file dsdata.txt to determine how the superseded data were derived.
 AZ0047
 AZ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT023811(NAD 83)
 AZ0047_MARKER: DB = BENCH MARK DISK
 AZ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0047_STAMPING: J 462 1953
 AZ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0047+STABILITY: SURFACE MOTION
 AZ0047
 AZ0047  HISTORY     - Date     Condition        Report By
 AZ0047  HISTORY     - 1953     MONUMENTED       CGS
 AZ0047  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AZ0047  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AZ0047
 AZ0047                          STATION DESCRIPTION
 AZ0047
 AZ0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AZ0047'1.05 MI S FROM CAMP WOOD.
 AZ0047'1.05 MILES SOUTH ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP
 AZ0047'WOOD, 28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET EAST OF
 AZ0047'THE CENTER LINE OF AN OLD RAILROAD GRADE, 8.4 FEET SOUTH OF A
 AZ0047'TELEPHONE POLE, 3.8 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF A
 AZ0047'FENCE, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AZ0047'POST WHICH IS FLUSH WITH THE GROUND.
 AZ0047
 AZ0047                          STATION RECOVERY (2001)
 AZ0047
 AZ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0047'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AZ0047
 AZ0047                          STATION RECOVERY (2001)
 AZ0047
 AZ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0047'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1123 ***********************************************************************
 AY1123  DESIGNATION -  J 463
 AY1123  PID         -  AY1123
 AY1123  STATE/COUNTY-  TX/BANDERA
 AY1123  USGS QUAD   -  ROCK CLIFF RESERVOIR (1982)
 AY1123
 AY1123                         *CURRENT SURVEY CONTROL
 AY1123  ___________________________________________________________________
 AY1123* NAD 83(1986)-  29 47 43.     (N)    099 14 32.     (W)     SCALED    
 AY1123* NAVD 88     -       440.541  (meters)    1445.34   (feet)  ADJUSTED  
 AY1123  ___________________________________________________________________
 AY1123  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AY1123  DYNAMIC HT  -         439.904 (meters)    1443.25  (feet)  COMP
 AY1123  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 AY1123
 AY1123  VERT ORDER  -  SECOND    CLASS 0
 AY1123
 AY1123.The horizontal coordinates were scaled from a topographic map and have
 AY1123.an estimated accuracy of +/- 6 seconds.
 AY1123
 AY1123.The orthometric height was determined by differential leveling
 AY1123.and adjusted by the National Geodetic Survey in June 1991..
 AY1123
 AY1123.The geoid height was determined by GEOID03.
 AY1123
 AY1123.The dynamic height is computed by dividing the NAVD 88
 AY1123.geopotential number by the normal gravity value computed on the
 AY1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1123.degrees latitude (g = 980.6199 gals.).
 AY1123
 AY1123.The modeled gravity was interpolated from observed gravity values.
 AY1123
 AY1123;                    North         East    Units  Estimated Accuracy
 AY1123;SPC TXSC     - 4,217,460.      576,580.      MT  (+/- 180 meters Scaled)
 AY1123
 AY1123                          SUPERSEDED SURVEY CONTROL
 AY1123
 AY1123  NGVD 29 (??/??/92)  440.434  (m)         1444.99   (f) ADJ UNCH    2 0
 AY1123
 AY1123.Superseded values are not recommended for survey control.
 AY1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1123.See file dsdata.txt to determine how the superseded data were derived.
 AY1123
 AY1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT765961(NAD 83)
 AY1123_MARKER: DB = BENCH MARK DISK
 AY1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1123_STAMPING: J 463 1953
 AY1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1123+STABILITY: SURFACE MOTION
 AY1123
 AY1123  HISTORY     - Date     Condition        Report By
 AY1123  HISTORY     - 1953     MONUMENTED       CGS
 AY1123  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1123  HISTORY     - 19931117 GOOD             USPSQD
 AY1123  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1123
 AY1123                          STATION DESCRIPTION
 AY1123
 AY1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1123'0.4 MI E FROM MEDINA.
 AY1123'0.4 MILE EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT MEDINA,
 AY1123'114 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 105 FEET NORTH OF A
 AY1123'36 INCH OAK TREE, 47 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN
 AY1123'LINE WITH A FENCE LEADING SOUTH, 2 FEET NORTH OF A FENCE, 1 FOOT WEST
 AY1123'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY1123'0.3 FOOT ABOVE THE GROUND.
 AY1123
 AY1123                          STATION RECOVERY (1990)
 AY1123
 AY1123'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1123'MARK NOT FOUND.
 AY1123
 AY1123                          STATION RECOVERY (1993)
 AY1123
 AY1123'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1123'RECOVERED IN GOOD CONDITION.
 AY1123
 AY1123                          STATION RECOVERY (2005)
 AY1123
 AY1123'RECOVERY NOTE BY US POWER SQUADRON 2005 (TGM)
 AY1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0162 ***********************************************************************
 BN0162  DESIGNATION -  J 464
 BN0162  PID         -  BN0162
 BN0162  STATE/COUNTY-  TX/GILLESPIE
 BN0162  USGS QUAD   -  CAIN CITY (1963)
 BN0162
 BN0162                         *CURRENT SURVEY CONTROL
 BN0162  ___________________________________________________________________
 BN0162* NAD 83(1986)-  30 13 38.     (N)    098 49 04.     (W)     SCALED    
 BN0162* NAVD 88     -       478.444  (meters)    1569.69   (feet)  POSTED    
 BN0162  ___________________________________________________________________
 BN0162  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 BN0162  DYNAMIC HT  -         477.780 (meters)    1567.52  (feet)  COMP
 BN0162  MODELED GRAV-     979,237.9   (mgal)                       NAVD 88
 BN0162
 BN0162  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0162
 BN0162.The horizontal coordinates were scaled from a topographic map and have
 BN0162.an estimated accuracy of +/- 6 seconds.
 BN0162
 BN0162.The orthometric height was determined by differential leveling
 BN0162.and adjusted by the National Geodetic Survey in 1992..
 BN0162.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0162.rate of 0.0 thru 1.0 mm/km.
 BN0162
 BN0162.The geoid height was determined by GEOID03.
 BN0162
 BN0162.The dynamic height is computed by dividing the NAVD 88
 BN0162.geopotential number by the normal gravity value computed on the
 BN0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0162.degrees latitude (g = 980.6199 gals.).
 BN0162
 BN0162.The modeled gravity was interpolated from observed gravity values.
 BN0162
 BN0162;                    North         East    Units  Estimated Accuracy
 BN0162;SPC TX C     - 3,063,140.      845,890.      MT  (+/- 180 meters Scaled)
 BN0162
 BN0162                          SUPERSEDED SURVEY CONTROL
 BN0162
 BN0162  NGVD 29 (??/??/92)  478.393  (m)         1569.53   (f) ADJ UNCH    2 0
 BN0162
 BN0162.Superseded values are not recommended for survey control.
 BN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0162.See file dsdata.txt to determine how the superseded data were derived.
 BN0162
 BN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU175439(NAD 83)
 BN0162_MARKER: DB = BENCH MARK DISK
 BN0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0162_SP_SET: BRIDGE
 BN0162_STAMPING: J 464 1953
 BN0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0162
 BN0162  HISTORY     - Date     Condition        Report By
 BN0162  HISTORY     - 1953     MONUMENTED       CGS
 BN0162  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0162
 BN0162                          STATION DESCRIPTION
 BN0162
 BN0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0162'4.75 MI SE FROM FREDERICKSBURG.
 BN0162'4.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BN0162'FREDERICKSBURG, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET
 BN0162'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE
 BN0162'OVER THE PEDERNALES RIVER, 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BN0162
 BN0162                          STATION RECOVERY (1993)
 BN0162
 BN0162'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0426 ***********************************************************************
 AY0426  DESIGNATION -  J 465
 AY0426  PID         -  AY0426
 AY0426  STATE/COUNTY-  TX/BEXAR
 AY0426  USGS QUAD   -  SOUTHTON (1992)
 AY0426
 AY0426                         *CURRENT SURVEY CONTROL
 AY0426  ___________________________________________________________________
 AY0426* NAD 83(1986)-  29 19 14.     (N)    098 27 17.     (W)     SCALED    
 AY0426* NAVD 88     -       163.508  (meters)     536.44   (feet)  ADJUSTED  
 AY0426  ___________________________________________________________________
 AY0426  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AY0426  DYNAMIC HT  -         163.271 (meters)     535.66  (feet)  COMP
 AY0426  MODELED GRAV-     979,189.9   (mgal)                       NAVD 88
 AY0426
 AY0426  VERT ORDER  -  FIRST     CLASS II
 AY0426
 AY0426.The horizontal coordinates were scaled from a topographic map and have
 AY0426.an estimated accuracy of +/- 6 seconds.
 AY0426
 AY0426.The orthometric height was determined by differential leveling
 AY0426.and adjusted by the National Geodetic Survey in June 1991..
 AY0426
 AY0426.The geoid height was determined by GEOID03.
 AY0426
 AY0426.The dynamic height is computed by dividing the NAVD 88
 AY0426.geopotential number by the normal gravity value computed on the
 AY0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0426.degrees latitude (g = 980.6199 gals.).
 AY0426
 AY0426.The modeled gravity was interpolated from observed gravity values.
 AY0426
 AY0426;                    North         East    Units  Estimated Accuracy
 AY0426;SPC TXSC     - 4,164,950.      652,960.      MT  (+/- 180 meters Scaled)
 AY0426
 AY0426                          SUPERSEDED SURVEY CONTROL
 AY0426
 AY0426  NGVD 29 (??/??/92)  163.416  (m)          536.14   (f) ADJ UNCH    1 2
 AY0426
 AY0426.Superseded values are not recommended for survey control.
 AY0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0426.See file dsdata.txt to determine how the superseded data were derived.
 AY0426
 AY0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT529436(NAD 83)
 AY0426_MARKER: DB = BENCH MARK DISK
 AY0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0426_STAMPING: J 465 1952
 AY0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0426+STABILITY: SURFACE MOTION
 AY0426
 AY0426  HISTORY     - Date     Condition        Report By
 AY0426  HISTORY     - 1952     MONUMENTED       CGS
 AY0426  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0426  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0426  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 AY0426
 AY0426                          STATION DESCRIPTION
 AY0426
 AY0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0426'IN SAN ANTONIO.
 AY0426'AT SAN ANTONIO, AT THE JUNCTION OF CHAVANAUX ROAD AND ESPADA ROAD, 21
 AY0426'FEET SOUTH OF THE EXTENDED CENTER LINE OF CHAVANAUX ROAD, 22 FEET
 AY0426'NORTHEAST OF THE CENTER LINE OF ESPADA ROAD, 9 FEET WEST OF A 10 INCH
 AY0426'HACKBERRY TREE, 14.4 FEET EAST OF A FENCE CORNER, 2.6 FEET SOUTH OF A
 AY0426'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AY0426'THE GROUND.
 AY0426
 AY0426                          STATION RECOVERY (1966)
 AY0426
 AY0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0426'MARK NOT FOUND.
 AY0426
 AY0426                          STATION RECOVERY (1980)
 AY0426
 AY0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0426'SEARCHED FOR, NOT RECOVERED.
 AY0426
 AY0426                          STATION RECOVERY (1995)
 AY0426
 AY0426'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0656 ***********************************************************************
 AY0656  DESIGNATION -  J 466
 AY0656  PID         -  AY0656
 AY0656  STATE/COUNTY-  TX/BEXAR
 AY0656  USGS QUAD   -  TERRELL WELLS (1992)
 AY0656
 AY0656                         *CURRENT SURVEY CONTROL
 AY0656  ___________________________________________________________________
 AY0656* NAD 83(1986)-  29 21 25.     (N)    098 37 15.     (W)     SCALED    
 AY0656* NAVD 88     -       213.281  (meters)     699.74   (feet)  ADJUSTED  
 AY0656  ___________________________________________________________________
 AY0656  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AY0656  DYNAMIC HT  -         212.973 (meters)     698.73  (feet)  COMP
 AY0656  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 AY0656
 AY0656  VERT ORDER  -  FIRST     CLASS II
 AY0656
 AY0656.The horizontal coordinates were scaled from a topographic map and have
 AY0656.an estimated accuracy of +/- 6 seconds.
 AY0656
 AY0656.The orthometric height was determined by differential leveling
 AY0656.and adjusted by the National Geodetic Survey in June 1991..
 AY0656
 AY0656.The geoid height was determined by GEOID03.
 AY0656
 AY0656.The dynamic height is computed by dividing the NAVD 88
 AY0656.geopotential number by the normal gravity value computed on the
 AY0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0656.degrees latitude (g = 980.6199 gals.).
 AY0656
 AY0656.The modeled gravity was interpolated from observed gravity values.
 AY0656
 AY0656;                    North         East    Units  Estimated Accuracy
 AY0656;SPC TXSC     - 4,168,920.      636,810.      MT  (+/- 180 meters Scaled)
 AY0656
 AY0656                          SUPERSEDED SURVEY CONTROL
 AY0656
 AY0656  NGVD 29 (??/??/92)  213.178  (m)          699.40   (f) ADJ UNCH    1 2
 AY0656
 AY0656.Superseded values are not recommended for survey control.
 AY0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0656.See file dsdata.txt to determine how the superseded data were derived.
 AY0656
 AY0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT368475(NAD 83)
 AY0656_MARKER: DB = BENCH MARK DISK
 AY0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0656_STAMPING: J 466 1952
 AY0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0656+STABILITY: SURFACE MOTION
 AY0656
 AY0656  HISTORY     - Date     Condition        Report By
 AY0656  HISTORY     - 1952     MONUMENTED       CGS
 AY0656  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0656  HISTORY     - 19991027 GOOD             USPSQD
 AY0656
 AY0656                          STATION DESCRIPTION
 AY0656
 AY0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0656'IN SAN ANTONIO.
 AY0656'AT SAN ANTONIO, 1.1 MILES WEST ALONG DWYER ROAD FROM ITS JUNCTION WITH
 AY0656'PEARSALL ROAD, AT A RAILROAD CROSSING, 53 FEET SOUTH OF THE CENTER
 AY0656'LINE OF DWYER ROAD, 45 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 22
 AY0656'FEET SOUTH OF A TELEPHONE POLE, 21 FEET SOUTH OF A FENCE, 2 FEET WEST
 AY0656'OF A FENCE LEADING SOUTH, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0656'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0656
 AY0656                          STATION RECOVERY (1989)
 AY0656
 AY0656'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0656'MARK NOT FOUND.
 AY0656
 AY0656                          STATION RECOVERY (1999)
 AY0656
 AY0656'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0189 ***********************************************************************
 CC0189  DESIGNATION -  J 467
 CC0189  PID         -  CC0189
 CC0189  STATE/COUNTY-  TX/PECOS
 CC0189  USGS QUAD   -  OWEGO (1972)
 CC0189
 CC0189                         *CURRENT SURVEY CONTROL
 CC0189  ___________________________________________________________________
 CC0189* NAD 83(1986)-  31 02 16.     (N)    102 35 38.     (W)     SCALED    
 CC0189* NAVD 88     -       756.596  (meters)    2482.27   (feet)  ADJUSTED  
 CC0189  ___________________________________________________________________
 CC0189  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CC0189  DYNAMIC HT  -         755.516 (meters)    2478.72  (feet)  COMP
 CC0189  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 CC0189
 CC0189  VERT ORDER  -  SECOND    CLASS 0
 CC0189
 CC0189.The horizontal coordinates were scaled from a topographic map and have
 CC0189.an estimated accuracy of +/- 6 seconds.
 CC0189
 CC0189.The orthometric height was determined by differential leveling
 CC0189.and adjusted by the National Geodetic Survey in June 1991..
 CC0189
 CC0189.The geoid height was determined by GEOID03.
 CC0189
 CC0189.The dynamic height is computed by dividing the NAVD 88
 CC0189.geopotential number by the normal gravity value computed on the
 CC0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0189.degrees latitude (g = 980.6199 gals.).
 CC0189
 CC0189.The modeled gravity was interpolated from observed gravity values.
 CC0189
 CC0189;                    North         East    Units  Estimated Accuracy
 CC0189;SPC TX C     - 3,154,190.      484,230.      MT  (+/- 180 meters Scaled)
 CC0189
 CC0189                          SUPERSEDED SURVEY CONTROL
 CC0189
 CC0189  NGVD 29 (??/??/92)  756.372  (m)         2481.53   (f) ADJ UNCH    2 0
 CC0189
 CC0189.Superseded values are not recommended for survey control.
 CC0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0189.See file dsdata.txt to determine how the superseded data were derived.
 CC0189
 CC0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ296362(NAD 83)
 CC0189_MARKER: DB = BENCH MARK DISK
 CC0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0189_STAMPING: J 467 1935 2481.530
 CC0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0189+STABILITY: SURFACE MOTION
 CC0189
 CC0189  HISTORY     - Date     Condition        Report By
 CC0189  HISTORY     - 1935     MONUMENTED       CGS
 CC0189  HISTORY     - 1958     GOOD             NGS
 CC0189
 CC0189                          STATION DESCRIPTION
 CC0189
 CC0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0189'19.7 MI NE FROM FORT STOCKTON.
 CC0189'ABOUT 19.7 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0189'FROM THE STATION AT FORT STOCKTON, ABOUT 23.35 MILES SOUTHWEST OF THE
 CC0189'STATION AT MCCAMEY, 34 FEET NORTHWEST OF MILEPOST 862, 75 FEET
 CC0189'NORTHWEST OF THE NORTHWEST RAIL, ABOUT 102 FEET SOUTHWEST OF A TEE
 CC0189'FENCE CORNER, 25 FEET SOUTHEAST OF THE CENTER LINE OF A GRADED DIRT
 CC0189'ROAD, 1 FOOT NORTHWEST OF A WOVEN WIRE FENCE, 1 FOOT SOUTHWEST OF A
 CC0189'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK,
 CC0189'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0228 ***********************************************************************
 BP0228  DESIGNATION -  J 468
 BP0228  PID         -  BP0228
 BP0228  STATE/COUNTY-  TX/PECOS
 BP0228  USGS QUAD   -  HOVEY NE (1980)
 BP0228
 BP0228                         *CURRENT SURVEY CONTROL
 BP0228  ___________________________________________________________________
 BP0228* NAD 83(1986)-  30 38 08.     (N)    103 16 01.     (W)     SCALED    
 BP0228* NAVD 88     -      1055.006  (meters)    3461.30   (feet)  ADJUSTED  
 BP0228  ___________________________________________________________________
 BP0228  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 BP0228  DYNAMIC HT  -        1053.363 (meters)    3455.91  (feet)  COMP
 BP0228  MODELED GRAV-     979,047.2   (mgal)                       NAVD 88
 BP0228
 BP0228  VERT ORDER  -  SECOND    CLASS 0
 BP0228
 BP0228.The horizontal coordinates were scaled from a topographic map and have
 BP0228.an estimated accuracy of +/- 6 seconds.
 BP0228
 BP0228.The orthometric height was determined by differential leveling
 BP0228.and adjusted by the National Geodetic Survey in June 1991..
 BP0228
 BP0228.The geoid height was determined by GEOID03.
 BP0228
 BP0228.The dynamic height is computed by dividing the NAVD 88
 BP0228.geopotential number by the normal gravity value computed on the
 BP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0228.degrees latitude (g = 980.6199 gals.).
 BP0228
 BP0228.The modeled gravity was interpolated from observed gravity values.
 BP0228
 BP0228;                    North         East    Units  Estimated Accuracy
 BP0228;SPC TX C     - 3,111,110.      418,830.      MT  (+/- 180 meters Scaled)
 BP0228
 BP0228                          SUPERSEDED SURVEY CONTROL
 BP0228
 BP0228  NGVD 29 (??/??/92) 1054.634  (m)         3460.08   (f) ADJ UNCH    2 0
 BP0228
 BP0228.Superseded values are not recommended for survey control.
 BP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0228.See file dsdata.txt to determine how the superseded data were derived.
 BP0228
 BP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP660904(NAD 83)
 BP0228_MARKER: DB = BENCH MARK DISK
 BP0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0228_STAMPING: J 468 1935 3460.078
 BP0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0228+STABILITY: SURFACE MOTION
 BP0228
 BP0228  HISTORY     - Date     Condition        Report By
 BP0228  HISTORY     - 1935     MONUMENTED       CGS
 BP0228  HISTORY     - 1958     GOOD             NGS
 BP0228
 BP0228                          STATION DESCRIPTION
 BP0228
 BP0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0228'29.3 MI SW FROM FORT STOCKTON.
 BP0228'ABOUT 29.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0228'FROM THE STATION AT FORT STOCKTON, 24 1/2 FEET SOUTHWEST OF MILEPOST
 BP0228'911, 48 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT 0.5 MILE SOUTHWEST
 BP0228'OF THE CROSSING OF U.S. HIGHWAY 67, 2 POLES SOUTHWEST OF A TRESTLE, 50
 BP0228'FEET SOUTHEAST OF THE CENTER LINE OF A GRADED DIRT ROAD, 1 1/2 FEET
 BP0228'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 BP0228'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0414 ***********************************************************************
 CC0414  DESIGNATION -  J 470
 CC0414  PID         -  CC0414
 CC0414  STATE/COUNTY-  TX/REEVES
 CC0414  USGS QUAD   -  SARAGOSA (1970)
 CC0414
 CC0414                         *CURRENT SURVEY CONTROL
 CC0414  ___________________________________________________________________
 CC0414* NAD 83(1986)-  31 02 00.     (N)    103 40 53.     (W)     SCALED    
 CC0414* NAVD 88     -       922.682  (meters)    3027.17   (feet)  POSTED    
 CC0414  ___________________________________________________________________
 CC0414  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CC0414  DYNAMIC HT  -         921.300 (meters)    3022.63  (feet)  COMP
 CC0414  MODELED GRAV-     979,111.7   (mgal)                       NAVD 88
 CC0414
 CC0414  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CC0414
 CC0414.The horizontal coordinates were scaled from a topographic map and have
 CC0414.an estimated accuracy of +/- 6 seconds.
 CC0414
 CC0414.The orthometric height was determined by differential leveling
 CC0414.and adjusted by the National Geodetic Survey in 1992..
 CC0414.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CC0414.rate of 4.1 thru 8.0 mm/km.
 CC0414
 CC0414.The geoid height was determined by GEOID03.
 CC0414
 CC0414.The dynamic height is computed by dividing the NAVD 88
 CC0414.geopotential number by the normal gravity value computed on the
 CC0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0414.degrees latitude (g = 980.6199 gals.).
 CC0414
 CC0414.The modeled gravity was interpolated from observed gravity values.
 CC0414
 CC0414;                    North         East    Units  Estimated Accuracy
 CC0414;SPC TX C     - 3,156,310.      380,440.      MT  (+/- 180 meters Scaled)
 CC0414
 CC0414                          SUPERSEDED SURVEY CONTROL
 CC0414
 CC0414  NGVD 29 (??/??/92)  922.434  (m)         3026.35   (f) ADJ UNCH    2 0
 CC0414
 CC0414.Superseded values are not recommended for survey control.
 CC0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0414.See file dsdata.txt to determine how the superseded data were derived.
 CC0414
 CC0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ258340(NAD 83)
 CC0414_MARKER: DB = BENCH MARK DISK
 CC0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0414_STAMPING: J 470 1934 3026.300
 CC0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0414+STABILITY: SURFACE MOTION
 CC0414
 CC0414  HISTORY     - Date     Condition        Report By
 CC0414  HISTORY     - 1934     MONUMENTED       CGS
 CC0414  HISTORY     - 1958     GOOD             NGS
 CC0414
 CC0414                          STATION DESCRIPTION
 CC0414
 CC0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0414'1.65 MI SW FROM SARAGOSA.
 CC0414'ABOUT 1.65 MILES SOUTHWEST ALONG THE PECOS VALLEY SOUTHERN RAILWAY
 CC0414'FROM THE STATION AT SARAGOSA, 56 FEET EAST-SOUTHEAST OF MILEPOST 31,
 CC0414'98 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN THE TOP OF A CONCRETE
 CC0414'POST WHICH IS PAINTED WHITE AND PROJECTS 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0003 ***********************************************************************
 DP0003  DESIGNATION -  J 471
 DP0003  PID         -  DP0003
 DP0003  STATE/COUNTY-  TX/KING
 DP0003  USGS QUAD   -  BUZZARD PEAK (1981)
 DP0003
 DP0003                         *CURRENT SURVEY CONTROL
 DP0003  ___________________________________________________________________
 DP0003* NAD 83(1986)-  33 33 02.     (N)    100 05 01.     (W)     SCALED    
 DP0003* NAVD 88     -       520.051  (meters)    1706.20   (feet)  ADJUSTED  
 DP0003  ___________________________________________________________________
 DP0003  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DP0003  DYNAMIC HT  -         519.436 (meters)    1704.18  (feet)  COMP
 DP0003  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 DP0003
 DP0003  VERT ORDER  -  SECOND    CLASS 0
 DP0003
 DP0003.The horizontal coordinates were scaled from a topographic map and have
 DP0003.an estimated accuracy of +/- 6 seconds.
 DP0003
 DP0003.The orthometric height was determined by differential leveling
 DP0003.and adjusted by the National Geodetic Survey in June 1991..
 DP0003
 DP0003.The geoid height was determined by GEOID03.
 DP0003
 DP0003.The dynamic height is computed by dividing the NAVD 88
 DP0003.geopotential number by the normal gravity value computed on the
 DP0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0003.degrees latitude (g = 980.6199 gals.).
 DP0003
 DP0003.The modeled gravity was interpolated from observed gravity values.
 DP0003
 DP0003;                    North         East    Units  Estimated Accuracy
 DP0003;SPC TXNC     - 2,210,020.      452,950.      MT  (+/- 180 meters Scaled)
 DP0003
 DP0003                          SUPERSEDED SURVEY CONTROL
 DP0003
 DP0003  NGVD 29 (??/??/92)  519.873  (m)         1705.62   (f) ADJ UNCH    2 0
 DP0003
 DP0003.Superseded values are not recommended for survey control.
 DP0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0003.See file dsdata.txt to determine how the superseded data were derived.
 DP0003
 DP0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC994128(NAD 83)
 DP0003_MARKER: DB = BENCH MARK DISK
 DP0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0003_STAMPING: J 471 1934
 DP0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0003+STABILITY: SURFACE MOTION
 DP0003
 DP0003  HISTORY     - Date     Condition        Report By
 DP0003  HISTORY     - 1934     MONUMENTED       CGS
 DP0003  HISTORY     - 1958     MARK NOT FOUND   NGS
 DP0003
 DP0003                          STATION DESCRIPTION
 DP0003
 DP0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0003'15.1 MI E FROM GUTHRIE.
 DP0003'15.1 MILES EAST ALONG U.S. HIGHWAY 82 FROM GUTHRIE, KING COUNTY, AT
 DP0003'THE FOOT OF A HILL, ABOUT 150 YARDS WEST OF A BRIDGE, 50 FEET SOUTH OF
 DP0003'THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0203 ***********************************************************************
 DP0203  DESIGNATION -  J 472
 DP0203  PID         -  DP0203
 DP0203  STATE/COUNTY-  TX/DICKENS
 DP0203  USGS QUAD   -  DICKENS SOUTH (1981)
 DP0203
 DP0203                         *CURRENT SURVEY CONTROL
 DP0203  ___________________________________________________________________
 DP0203* NAD 83(1986)-  33 37 23.     (N)    100 49 33.     (W)     SCALED    
 DP0203* NAVD 88     -       782.262  (meters)    2566.47   (feet)  ADJUSTED  
 DP0203  ___________________________________________________________________
 DP0203  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DP0203  DYNAMIC HT  -         781.306 (meters)    2563.33  (feet)  COMP
 DP0203  MODELED GRAV-     979,387.5   (mgal)                       NAVD 88
 DP0203
 DP0203  VERT ORDER  -  SECOND    CLASS 0
 DP0203
 DP0203.The horizontal coordinates were scaled from a topographic map and have
 DP0203.an estimated accuracy of +/- 6 seconds.
 DP0203
 DP0203.The orthometric height was determined by differential leveling
 DP0203.and adjusted by the National Geodetic Survey in June 1991..
 DP0203
 DP0203.The geoid height was determined by GEOID03.
 DP0203
 DP0203.The dynamic height is computed by dividing the NAVD 88
 DP0203.geopotential number by the normal gravity value computed on the
 DP0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0203.degrees latitude (g = 980.6199 gals.).
 DP0203
 DP0203.The modeled gravity was interpolated from observed gravity values.
 DP0203
 DP0203;                    North         East    Units  Estimated Accuracy
 DP0203;SPC TXNC     - 2,219,340.      384,220.      MT  (+/- 180 meters Scaled)
 DP0203
 DP0203                          SUPERSEDED SURVEY CONTROL
 DP0203
 DP0203  NGVD 29 (??/??/92)  781.986  (m)         2565.57   (f) ADJ UNCH    2 0
 DP0203
 DP0203.Superseded values are not recommended for survey control.
 DP0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0203.See file dsdata.txt to determine how the superseded data were derived.
 DP0203
 DP0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC306218(NAD 83)
 DP0203_MARKER: DB = BENCH MARK DISK
 DP0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0203_STAMPING: J-472-1935
 DP0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0203+STABILITY: SURFACE MOTION
 DP0203
 DP0203  HISTORY     - Date     Condition        Report By
 DP0203  HISTORY     - 1935     MONUMENTED       CGS
 DP0203  HISTORY     - 1968     GOOD             USGS
 DP0203
 DP0203                          STATION DESCRIPTION
 DP0203
 DP0203'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0203'0.6 MI E FROM DICKENS.
 DP0203'0.6 MILES EAST ON U.S., 82 FROM DICKENS, THENCE 0.1 MILE SOUTH ON
 DP0203'GRADED ROAD TO INTERSECTION OF ROAD TO CEMETARY, THENCE 90 FT. SOUTH
 DP0203'ON OLD RIGHT-OF-WAY THENCE 40 FT. EAST OF THE CENTERLINE OF THE OLD
 DP0203'ROAD TO A CONCRETE POST WITH A STANDARD DISK STAMPED J-472-1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0248 ***********************************************************************
 DP0248  DESIGNATION -  J 473 RESET 1948
 DP0248  PID         -  DP0248
 DP0248  STATE/COUNTY-  TX/CROSBY
 DP0248  USGS QUAD   -  CROSBYTON (1966)
 DP0248
 DP0248                         *CURRENT SURVEY CONTROL
 DP0248  ___________________________________________________________________
 DP0248* NAD 83(1986)-  33 40 12.     (N)    101 07 35.     (W)     SCALED    
 DP0248* NAVD 88     -       845.92   (meters)    2775.3    (feet)  RESET     
 DP0248  ___________________________________________________________________
 DP0248  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 DP0248
 DP0248  VERT ORDER  -  THIRD
 DP0248
 DP0248.The horizontal coordinates were scaled from a topographic map and have
 DP0248.an estimated accuracy of +/- 6 seconds.
 DP0248
 DP0248.The orthometric height was computed from unverified reset data.
 DP0248
 DP0248.The geoid height was determined by GEOID03.
 DP0248
 DP0248;                    North         East    Units  Estimated Accuracy
 DP0248;SPC TXNC     - 2,225,200.      356,470.      MT  (+/- 180 meters Scaled)
 DP0248
 DP0248                          SUPERSEDED SURVEY CONTROL
 DP0248
 DP0248.No superseded survey control is available for this station.
 DP0248
 DP0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC028275(NAD 83)
 DP0248_MARKER: DB = BENCH MARK DISK
 DP0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0248_SP_SET: CULVERT
 DP0248_STAMPING: J 473 RESET 1948
 DP0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0248
 DP0248  HISTORY     - Date     Condition        Report By
 DP0248  HISTORY     - 1948     MONUMENTED       TXHD
 DP0248
 DP0248                          STATION DESCRIPTION
 DP0248
 DP0248'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 DP0248'6.6 MI E FROM CROSBYTON.
 DP0248'6.6 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE PANHANDLE AND SANTA FE
 DP0248'RAILWAY STATION AT CROSBYTON, ABOUT 200 YARDS EAST OF THE FOOT OF A
 DP0248'STEEP GRADE, AT A CULVERT, AND IN THE TOP OF THE NORTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0291 ***********************************************************************
 DP0291  DESIGNATION -  J 474
 DP0291  PID         -  DP0291
 DP0291  STATE/COUNTY-  TX/GARZA
 DP0291  USGS QUAD   -  COTTONWOOD CREEK (1969)
 DP0291
 DP0291                         *CURRENT SURVEY CONTROL
 DP0291  ___________________________________________________________________
 DP0291* NAD 83(1986)-  33 10 55.     (N)    101 04 10.     (W)     SCALED    
 DP0291* NAVD 88     -       715.202  (meters)    2346.46   (feet)  ADJUSTED  
 DP0291  ___________________________________________________________________
 DP0291  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DP0291  DYNAMIC HT  -         714.317 (meters)    2343.55  (feet)  COMP
 DP0291  MODELED GRAV-     979,375.7   (mgal)                       NAVD 88
 DP0291
 DP0291  VERT ORDER  -  SECOND    CLASS 0
 DP0291
 DP0291.The horizontal coordinates were scaled from a topographic map and have
 DP0291.an estimated accuracy of +/- 6 seconds.
 DP0291
 DP0291.The orthometric height was determined by differential leveling
 DP0291.and adjusted by the National Geodetic Survey in June 1991..
 DP0291
 DP0291.The geoid height was determined by GEOID03.
 DP0291
 DP0291.The dynamic height is computed by dividing the NAVD 88
 DP0291.geopotential number by the normal gravity value computed on the
 DP0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0291.degrees latitude (g = 980.6199 gals.).
 DP0291
 DP0291.The modeled gravity was interpolated from observed gravity values.
 DP0291
 DP0291;                    North         East    Units  Estimated Accuracy
 DP0291;SPC TXNC     - 2,170,960.      360,430.      MT  (+/- 180 meters Scaled)
 DP0291
 DP0291                          SUPERSEDED SURVEY CONTROL
 DP0291
 DP0291  NGVD 29 (??/??/92)  714.894  (m)         2345.45   (f) ADJ UNCH    2 0
 DP0291
 DP0291.Superseded values are not recommended for survey control.
 DP0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0291.See file dsdata.txt to determine how the superseded data were derived.
 DP0291
 DP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB070733(NAD 83)
 DP0291_MARKER: DB = BENCH MARK DISK
 DP0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0291_STAMPING: J 474 1935
 DP0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0291+STABILITY: SURFACE MOTION
 DP0291
 DP0291  HISTORY     - Date     Condition        Report By
 DP0291  HISTORY     - 1935     MONUMENTED       CGS
 DP0291  HISTORY     - 1975     GOOD             NGS
 DP0291
 DP0291                          STATION DESCRIPTION
 DP0291
 DP0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0291'18.7 MI E FROM POST.
 DP0291'18.7 MILES EAST ALONG U. S. HIGHWAY 380 FROM POST, GARZA COUNTY, 200
 DP0291'YARDS EAST OF A HIGHWAY MARKER, 100 YARDS EAST OF A SHORT DIP IN THE
 DP0291'HIGHWAY, AND 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 DP0291'STANDARD DISK, STAMPED J 474 1935 AND SET IN THE TOP OF A CONCRETE
 DP0291'POST.
 DP0291
 DP0291                          STATION RECOVERY (1975)
 DP0291
 DP0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DP0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0292 ***********************************************************************
 DP0292  DESIGNATION -  J 474 RESET 1975
 DP0292  PID         -  DP0292
 DP0292  STATE/COUNTY-  TX/GARZA
 DP0292  USGS QUAD   -  COTTONWOOD CREEK (1969)
 DP0292
 DP0292                         *CURRENT SURVEY CONTROL
 DP0292  ___________________________________________________________________
 DP0292* NAD 83(1986)-  33 10 55.     (N)    101 04 10.     (W)     SCALED    
 DP0292* NAVD 88     -       715.52   (+/-2cm)    2347.5    (feet)  VERTCON   
 DP0292  ___________________________________________________________________
 DP0292  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DP0292
 DP0292  VERT ORDER  -  THIRD (See Below)
 DP0292
 DP0292.The horizontal coordinates were scaled from a topographic map and have
 DP0292.an estimated accuracy of +/- 6 seconds.
 DP0292
 DP0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0292.The vertical order pertains to the NGVD 29 superseded value.
 DP0292
 DP0292.The geoid height was determined by GEOID03.
 DP0292
 DP0292;                    North         East    Units  Estimated Accuracy
 DP0292;SPC TXNC     - 2,170,960.      360,430.      MT  (+/- 180 meters Scaled)
 DP0292
 DP0292                          SUPERSEDED SURVEY CONTROL
 DP0292
 DP0292  NGVD 29 (01/29/03)  715.21   (m)         2346.5    (f) RESET       3  
 DP0292
 DP0292.Superseded values are not recommended for survey control.
 DP0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0292.See file dsdata.txt to determine how the superseded data were derived.
 DP0292
 DP0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB070733(NAD 83)
 DP0292_MARKER: DB = BENCH MARK DISK
 DP0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0292_STAMPING: J 474 RESET 1975
 DP0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0292+STABILITY: SURFACE MOTION
 DP0292
 DP0292  HISTORY     - Date     Condition        Report By
 DP0292  HISTORY     - 1975     MONUMENTED       NGS
 DP0292
 DP0292                          STATION DESCRIPTION
 DP0292
 DP0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DP0292'19 MI E FROM POST.
 DP0292'FROM THE INTERSECTION OF U.S. HIGHWAYS 84 AND 380 IN POST, GO EASTERLY
 DP0292'ON U.S. HIGHWAY 380 FOR 11.0 MILES TO JUNCTION OF FARM ROAD 2008 ON
 DP0292'THE LEFT.  CONTINUE EASTERLY ON U.S. HIGHWAY 380 FOR 7.8 MILES TO THE
 DP0292'MARK ON THE RIGHT.  (NOTE-- THIS IS 2.0 MILES WEST OF THE KENT-GARZA
 DP0292'COUNTY LINE).  STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND
 DP0292'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED J 474 RESET
 DP0292'1975.  IT IS AT HIGHWAY DEPARTMENT SURVEY STATION NO. 985, 76 FEET
 DP0292'SOUTH OF THE PRESENT CENTER-LINE OF HIGHWAY, 1-FOOT NORTH OF THE
 DP0292'FENCE-LINE AND 1-FOOT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0040 ***********************************************************************
 DP0040  DESIGNATION -  J 475
 DP0040  PID         -  DP0040
 DP0040  STATE/COUNTY-  TX/STONEWALL
 DP0040  USGS QUAD   -  PEACOCK (1968)
 DP0040
 DP0040                         *CURRENT SURVEY CONTROL
 DP0040  ___________________________________________________________________
 DP0040* NAD 83(1986)-  33 10 11.     (N)    100 29 51.     (W)     SCALED    
 DP0040* NAVD 88     -       579.899  (meters)    1902.55   (feet)  ADJUSTED  
 DP0040  ___________________________________________________________________
 DP0040  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DP0040  DYNAMIC HT  -         579.181 (meters)    1900.20  (feet)  COMP
 DP0040  MODELED GRAV-     979,382.2   (mgal)                       NAVD 88
 DP0040
 DP0040  VERT ORDER  -  SECOND    CLASS 0
 DP0040
 DP0040.The horizontal coordinates were scaled from a topographic map and have
 DP0040.an estimated accuracy of +/- 6 seconds.
 DP0040
 DP0040.The orthometric height was determined by differential leveling
 DP0040.and adjusted by the National Geodetic Survey in June 1991..
 DP0040
 DP0040.The geoid height was determined by GEOID03.
 DP0040
 DP0040.The dynamic height is computed by dividing the NAVD 88
 DP0040.geopotential number by the normal gravity value computed on the
 DP0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0040.degrees latitude (g = 980.6199 gals.).
 DP0040
 DP0040.The modeled gravity was interpolated from observed gravity values.
 DP0040
 DP0040;                    North         East    Units  Estimated Accuracy
 DP0040;SPC TXNC     - 2,168,450.      413,720.      MT  (+/- 180 meters Scaled)
 DP0040
 DP0040                          SUPERSEDED SURVEY CONTROL
 DP0040
 DP0040  NGVD 29 (??/??/92)  579.674  (m)         1901.81   (f) ADJ UNCH    2 0
 DP0040
 DP0040.Superseded values are not recommended for survey control.
 DP0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0040.See file dsdata.txt to determine how the superseded data were derived.
 DP0040
 DP0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB603711(NAD 83)
 DP0040_MARKER: DB = BENCH MARK DISK
 DP0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0040_STAMPING: J 475 1935
 DP0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0040+STABILITY: SURFACE MOTION
 DP0040
 DP0040  HISTORY     - Date     Condition        Report By
 DP0040  HISTORY     - 1935     MONUMENTED       CGS
 DP0040  HISTORY     - 1958     GOOD             NGS
 DP0040
 DP0040                          STATION DESCRIPTION
 DP0040
 DP0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0040'6.6 MI SE FROM JAYTON.
 DP0040'IN STONEWALL COUNTY, 6.6 MILES SOUTHEAST ALONG THE WICHITA VALLEY
 DP0040'RAILWAY FROM JAYTON, KENT-COUNTY, 7.1 MILES NORTHWEST OF PEACOCK,
 DP0040'STONEWALL COUNTY, 100 YARDS SOUTH OF THE TRACK, BETWEEN TWO WINDMILLS,
 DP0040'AND IN THE CENTER OF THE TOP OF THE NORTHWEST SIDE OF A CONCRETE
 DP0040'WATERING TROUGH.  A STANDARD DISK, STAMPED J 475 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0200 ***********************************************************************
 CU0200  DESIGNATION -  J 476
 CU0200  PID         -  CU0200
 CU0200  STATE/COUNTY-  TX/NOLAN
 CU0200  USGS QUAD   -  MARYNEAL (1969)
 CU0200
 CU0200                         *CURRENT SURVEY CONTROL
 CU0200  ___________________________________________________________________
 CU0200* NAD 83(1986)-  32 10 05.     (N)    100 24 24.     (W)     SCALED    
 CU0200* NAVD 88     -       716.101  (meters)    2349.41   (feet)  ADJUSTED  
 CU0200  ___________________________________________________________________
 CU0200  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CU0200  DYNAMIC HT  -         715.146 (meters)    2346.27  (feet)  COMP
 CU0200  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 CU0200
 CU0200  VERT ORDER  -  SECOND    CLASS 0
 CU0200
 CU0200.The horizontal coordinates were scaled from a topographic map and have
 CU0200.an estimated accuracy of +/- 6 seconds.
 CU0200
 CU0200.The orthometric height was determined by differential leveling
 CU0200.and adjusted by the National Geodetic Survey in June 1991..
 CU0200
 CU0200.The geoid height was determined by GEOID03.
 CU0200
 CU0200.The dynamic height is computed by dividing the NAVD 88
 CU0200.geopotential number by the normal gravity value computed on the
 CU0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0200.degrees latitude (g = 980.6199 gals.).
 CU0200
 CU0200.The modeled gravity was interpolated from observed gravity values.
 CU0200
 CU0200;                    North         East    Units  Estimated Accuracy
 CU0200;SPC TXNC     - 2,057,230.      420,170.      MT  (+/- 180 meters Scaled)
 CU0200
 CU0200                          SUPERSEDED SURVEY CONTROL
 CU0200
 CU0200  NGVD 29 (??/??/92)  715.877  (m)         2348.67   (f) ADJ UNCH    2 0
 CU0200
 CU0200.Superseded values are not recommended for survey control.
 CU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0200.See file dsdata.txt to determine how the superseded data were derived.
 CU0200
 CU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA673599(NAD 83)
 CU0200_MARKER: DB = BENCH MARK DISK
 CU0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0200_STAMPING: 2348.673 J 476 1935
 CU0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0200+STABILITY: SURFACE MOTION
 CU0200
 CU0200  HISTORY     - Date     Condition        Report By
 CU0200  HISTORY     - 1935     MONUMENTED       CGS
 CU0200  HISTORY     - 1958     GOOD             NGS
 CU0200
 CU0200                          STATION DESCRIPTION
 CU0200
 CU0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0200'5.4 MI S FROM MARYNEAL.
 CU0200'5.4 MILES SOUTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0200'STATION AT MARYNEAL, NOLAN COUNTY, 2 FEET SOUTHEAST OF MILEPOST 663,
 CU0200'ON THE OUTSIDE OF A CURVE, 48 FEET SOUTH OF THE CENTERLINE OF THE
 CU0200'TRACK, AND 1 FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED
 CU0200'2348.673 J 476 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 CU0200'MARK IS 15 FEET SOUTH OF MILEPOST 663 AND 1 FOOT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0715 ***********************************************************************
 CA0715  DESIGNATION -  J 477
 CA0715  PID         -  CA0715
 CA0715  STATE/COUNTY-  TX/CONCHO
 CA0715  USGS QUAD   -  PAINT ROCK (1967)
 CA0715
 CA0715                         *CURRENT SURVEY CONTROL
 CA0715  ___________________________________________________________________
 CA0715* NAD 83(1986)-  31 31 43.     (N)    099 59 27.     (W)     SCALED    
 CA0715* NAVD 88     -       510.380  (meters)    1674.47   (feet)  ADJUSTED  
 CA0715  ___________________________________________________________________
 CA0715  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 CA0715  DYNAMIC HT  -         509.691 (meters)    1672.21  (feet)  COMP
 CA0715  MODELED GRAV-     979,274.8   (mgal)                       NAVD 88
 CA0715
 CA0715  VERT ORDER  -  SECOND    CLASS 0
 CA0715
 CA0715.The horizontal coordinates were scaled from a topographic map and have
 CA0715.an estimated accuracy of +/- 6 seconds.
 CA0715
 CA0715.The orthometric height was determined by differential leveling
 CA0715.and adjusted by the National Geodetic Survey in June 1991..
 CA0715
 CA0715.The geoid height was determined by GEOID03.
 CA0715
 CA0715.The dynamic height is computed by dividing the NAVD 88
 CA0715.geopotential number by the normal gravity value computed on the
 CA0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0715.degrees latitude (g = 980.6199 gals.).
 CA0715
 CA0715.The modeled gravity was interpolated from observed gravity values.
 CA0715
 CA0715;                    North         East    Units  Estimated Accuracy
 CA0715;SPC TX C     - 3,206,460.      732,530.      MT  (+/- 180 meters Scaled)
 CA0715
 CA0715                          SUPERSEDED SURVEY CONTROL
 CA0715
 CA0715  NGVD 29 (??/??/92)  510.263  (m)         1674.09   (f) ADJ UNCH    2 0
 CA0715
 CA0715.Superseded values are not recommended for survey control.
 CA0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0715.See file dsdata.txt to determine how the superseded data were derived.
 CA0715
 CA0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV059886(NAD 83)
 CA0715_MARKER: DB = BENCH MARK DISK
 CA0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0715_STAMPING: J 477 1935
 CA0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0715+STABILITY: SURFACE MOTION
 CA0715
 CA0715  HISTORY     - Date     Condition        Report By
 CA0715  HISTORY     - 1935     MONUMENTED       CGS
 CA0715  HISTORY     - 1940     MARK NOT FOUND   NGS
 CA0715
 CA0715                          STATION DESCRIPTION
 CA0715
 CA0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0715'5.0 MI NW FROM PAINT ROCK.
 CA0715'5.0 MILES NORTHWEST ALONG THE ABANDONED GULF, COLORADO AND SANTA FE
 CA0715'RAILWAY FROM THE COUNTY COURTHOUSE AT PAINT ROCK, 2.1 MILES WEST OF
 CA0715'THE FORMER LOCATION OF THE STATION AT SIMS VALLEY, ON THE SIMS RANCH,
 CA0715'75 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE OLD
 CA0715'RAILROAD ROADBED AND A NORTH-AND-SOUTH WAGON ROAD, ABOUT 45 FEET NORTH
 CA0715'OF THE CENTERLINE OF THE ROADBED, AND 22 YARDS WEST OF THE CENTERLINE
 CA0715'OF THE ROAD.  A STANDARD DISK, STAMPED J 477 1935 AND SET IN THE TOP
 CA0715'OF A CONCRETE POST PROJECTING ABOUT 9 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0421 ***********************************************************************
 CA0421  DESIGNATION -  J 478
 CA0421  PID         -  CA0421
 CA0421  STATE/COUNTY-  TX/COLEMAN
 CA0421  USGS QUAD   -  COLEMAN (1987)
 CA0421
 CA0421                         *CURRENT SURVEY CONTROL
 CA0421  ___________________________________________________________________
 CA0421* NAD 83(1986)-  31 45 36.     (N)    099 27 24.     (W)     SCALED    
 CA0421* NAVD 88     -       505.993  (meters)    1660.08   (feet)  ADJUSTED  
 CA0421  ___________________________________________________________________
 CA0421  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CA0421  DYNAMIC HT  -         505.323 (meters)    1657.88  (feet)  COMP
 CA0421  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 CA0421
 CA0421  VERT ORDER  -  SECOND    CLASS 0
 CA0421
 CA0421.The horizontal coordinates were scaled from a topographic map and have
 CA0421.an estimated accuracy of +/- 6 seconds.
 CA0421
 CA0421.The orthometric height was determined by differential leveling
 CA0421.and adjusted by the National Geodetic Survey in June 1991..
 CA0421
 CA0421.The geoid height was determined by GEOID03.
 CA0421
 CA0421.The dynamic height is computed by dividing the NAVD 88
 CA0421.geopotential number by the normal gravity value computed on the
 CA0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0421.degrees latitude (g = 980.6199 gals.).
 CA0421
 CA0421.The modeled gravity was interpolated from observed gravity values.
 CA0421
 CA0421;                    North         East    Units  Estimated Accuracy
 CA0421;SPC TX C     - 3,232,390.      783,050.      MT  (+/- 180 meters Scaled)
 CA0421
 CA0421                          SUPERSEDED SURVEY CONTROL
 CA0421
 CA0421  NGVD 29 (??/??/92)  505.882  (m)         1659.71   (f) ADJ UNCH    2 0
 CA0421
 CA0421.Superseded values are not recommended for survey control.
 CA0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0421.See file dsdata.txt to determine how the superseded data were derived.
 CA0421
 CA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA567139(NAD 83)
 CA0421_MARKER: DB = BENCH MARK DISK
 CA0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0421_STAMPING: J 478 1935
 CA0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0421+STABILITY: SURFACE MOTION
 CA0421
 CA0421  HISTORY     - Date     Condition        Report By
 CA0421  HISTORY     - 1935     MONUMENTED       CGS
 CA0421  HISTORY     - 1940     GOOD             NGS
 CA0421  HISTORY     - 1962     POOR             USGS
 CA0421
 CA0421                          STATION DESCRIPTION
 CA0421
 CA0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0421'6.0 MI E FROM VALERA.
 CA0421'6.0 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0421'STATION AT VALERA, COLEMAN COUNTY, 15 POLES WEST OF MILEPOST 5, 40
 CA0421'FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 35 FEET SOUTH OF THE
 CA0421'CENTERLINE OF THE TRACK, AND 4 FEET NORTHWEST OF THE FENCE CORNER.  A
 CA0421'STANDARD DISK, STAMPED J 478 1935 AND SET IN THE TOP OF A CONCRETE
 CA0421'POST.
 CA0421
 CA0421                          STATION RECOVERY (1962)
 CA0421
 CA0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CA0421'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0268 ***********************************************************************
 CS0268  DESIGNATION -  J 479
 CS0268  PID         -  CS0268
 CS0268  STATE/COUNTY-  TX/KAUFMAN
 CS0268  USGS QUAD   -  CEDARVALE (1981)
 CS0268
 CS0268                         *CURRENT SURVEY CONTROL
 CS0268  ___________________________________________________________________
 CS0268* NAD 83(1986)-  32 34 11.     (N)    096 05 32.     (W)     SCALED    
 CS0268* NAVD 88     -       125.892  (meters)     413.03   (feet)  ADJUSTED  
 CS0268  ___________________________________________________________________
 CS0268  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0268  DYNAMIC HT  -         125.749 (meters)     412.56  (feet)  COMP
 CS0268  MODELED GRAV-     979,504.5   (mgal)                       NAVD 88
 CS0268
 CS0268  VERT ORDER  -  SECOND    CLASS 0
 CS0268
 CS0268.The horizontal coordinates were scaled from a topographic map and have
 CS0268.an estimated accuracy of +/- 6 seconds.
 CS0268
 CS0268.The orthometric height was determined by differential leveling
 CS0268.and adjusted by the National Geodetic Survey in June 1991..
 CS0268
 CS0268.The geoid height was determined by GEOID03.
 CS0268
 CS0268.The dynamic height is computed by dividing the NAVD 88
 CS0268.geopotential number by the normal gravity value computed on the
 CS0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0268.degrees latitude (g = 980.6199 gals.).
 CS0268
 CS0268.The modeled gravity was interpolated from observed gravity values.
 CS0268
 CS0268;                    North         East    Units  Estimated Accuracy
 CS0268;SPC TXNC     - 2,102,730.      826,060.      MT  (+/- 180 meters Scaled)
 CS0268
 CS0268                          SUPERSEDED SURVEY CONTROL
 CS0268
 CS0268  NGVD 29 (??/??/92)  125.903  (m)          413.07   (f) ADJ UNCH    2 0
 CS0268
 CS0268.Superseded values are not recommended for survey control.
 CS0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0268.See file dsdata.txt to determine how the superseded data were derived.
 CS0268
 CS0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB729073(NAD 83)
 CS0268_MARKER: DB = BENCH MARK DISK
 CS0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0268_STAMPING: J 479 1948
 CS0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0268+STABILITY: SURFACE MOTION
 CS0268
 CS0268  HISTORY     - Date     Condition        Report By
 CS0268  HISTORY     - 1948     MONUMENTED       CGS
 CS0268  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0268
 CS0268                          STATION DESCRIPTION
 CS0268
 CS0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0268'IN CEDARVALE.
 CS0268'AT CEDARVALE, 100 YARDS (ESTIMATED) SOUTHWEST OF THE CEDARVALE COTTON
 CS0268'GIN, 65.0 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD (PROPOSED
 CS0268'ROUTE OF STATE HIGHWAY 243), 102.1 FEET EAST NORTHEAST OF THE
 CS0268'NORTHEAST CORNER OF A HOUSE OCCUPIED BY JIM LAROE AND OWNED BY H. H.
 CS0268'HIEDLE, 26.9 FEET WEST OF THE NORTHWEST CORNER OF A GENERAL STORE
 CS0268'LOCATED ON THE SOUTH SIDE OF THE EAST-WEST ROAD, 15.0 FEET EAST OF THE
 CS0268'EXTENDED CENTER LINE OF A DIRT ROAD LEADING NORTH, 8.0 FEET EAST OF
 CS0268'THE CENTER LINE OF A GULLEY, AND SET IN THE TOP OF A CONCRETE POST
 CS0268'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS0268
 CS0268                          STATION RECOVERY (1962)
 CS0268
 CS0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0277 ***********************************************************************
 CS0277  DESIGNATION -  J 480
 CS0277  PID         -  CS0277
 CS0277  STATE/COUNTY-  TX/KAUFMAN
 CS0277  USGS QUAD   -  CEDARVALE (1981)
 CS0277
 CS0277                         *CURRENT SURVEY CONTROL
 CS0277  ___________________________________________________________________
 CS0277* NAD 83(1986)-  32 30 00.     (N)    096 06 25.     (W)     SCALED    
 CS0277* NAVD 88     -       108.762  (meters)     356.83   (feet)  ADJUSTED  
 CS0277  ___________________________________________________________________
 CS0277  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0277  DYNAMIC HT  -         108.638 (meters)     356.42  (feet)  COMP
 CS0277  MODELED GRAV-     979,500.9   (mgal)                       NAVD 88
 CS0277
 CS0277  VERT ORDER  -  SECOND    CLASS 0
 CS0277
 CS0277.The horizontal coordinates were scaled from a topographic map and have
 CS0277.an estimated accuracy of +/- 6 seconds.
 CS0277
 CS0277.The orthometric height was determined by differential leveling
 CS0277.and adjusted by the National Geodetic Survey in June 1991..
 CS0277
 CS0277.The geoid height was determined by GEOID03.
 CS0277
 CS0277.The dynamic height is computed by dividing the NAVD 88
 CS0277.geopotential number by the normal gravity value computed on the
 CS0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0277.degrees latitude (g = 980.6199 gals.).
 CS0277
 CS0277.The modeled gravity was interpolated from observed gravity values.
 CS0277
 CS0277;                    North         East    Units  Estimated Accuracy
 CS0277;SPC TXNC     - 2,094,970.      824,850.      MT  (+/- 180 meters Scaled)
 CS0277
 CS0277                          SUPERSEDED SURVEY CONTROL
 CS0277
 CS0277  NGVD 29 (??/??/92)  108.774  (m)          356.87   (f) ADJ UNCH    2 0
 CS0277
 CS0277.Superseded values are not recommended for survey control.
 CS0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0277.See file dsdata.txt to determine how the superseded data were derived.
 CS0277
 CS0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA718995(NAD 83)
 CS0277_MARKER: DB = BENCH MARK DISK
 CS0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0277_STAMPING: J 480 1948
 CS0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0277+STABILITY: SURFACE MOTION
 CS0277
 CS0277  HISTORY     - Date     Condition        Report By
 CS0277  HISTORY     - 1948     MONUMENTED       CGS
 CS0277
 CS0277                          STATION DESCRIPTION
 CS0277
 CS0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0277'1.5 MI N FROM PRAIRIEVILLE.
 CS0277'1.5 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 CS0277'PRAIRIEVILLE, AT THE SOUTHEAST EDGE OF CEDAR CREEK BOTTOM, 39.0 FEET
 CS0277'SOUTHWEST OF THE CENTER LINE OF THE ROAD (MEASURED FROM A POINT 356.0
 CS0277'FEET SOUTHEAST OF THE MOST SOUTHEASTERLY BRIDGE IN CEDAR CREEK
 CS0277'BOTTOM), 19.4 FEET NORTH OF A 20-INCH OAK TREE, 15.2 FEET SOUTHEAST OF
 CS0277'A 12-INCH HACKBERRY TREE, 10.3 FEET SOUTHWEST OF A FENCE, 1.8 FEET
 CS0277'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CS0277'PROJECTING 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1020 ***********************************************************************
 AY1020  DESIGNATION -  J 481
 AY1020  PID         -  AY1020
 AY1020  STATE/COUNTY-  TX/MEDINA
 AY1020  USGS QUAD   -  JACK MOUNTAIN (1982)
 AY1020
 AY1020                         *CURRENT SURVEY CONTROL
 AY1020  ___________________________________________________________________
 AY1020* NAD 83(1986)-  29 38 54.     (N)    098 48 54.     (W)     SCALED    
 AY1020* NAVD 88     -       399.745  (meters)    1311.50   (feet)  ADJUSTED  
 AY1020  ___________________________________________________________________
 AY1020  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AY1020  DYNAMIC HT  -         399.158 (meters)    1309.57  (feet)  COMP
 AY1020  MODELED GRAV-     979,161.8   (mgal)                       NAVD 88
 AY1020
 AY1020  VERT ORDER  -  SECOND    CLASS 0
 AY1020
 AY1020.The horizontal coordinates were scaled from a topographic map and have
 AY1020.an estimated accuracy of +/- 6 seconds.
 AY1020
 AY1020.The orthometric height was determined by differential leveling
 AY1020.and adjusted by the National Geodetic Survey in June 1991..
 AY1020
 AY1020.The geoid height was determined by GEOID03.
 AY1020
 AY1020.The dynamic height is computed by dividing the NAVD 88
 AY1020.geopotential number by the normal gravity value computed on the
 AY1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1020.degrees latitude (g = 980.6199 gals.).
 AY1020
 AY1020.The modeled gravity was interpolated from observed gravity values.
 AY1020
 AY1020;                    North         East    Units  Estimated Accuracy
 AY1020;SPC TXSC     - 4,201,170.      617,910.      MT  (+/- 180 meters Scaled)
 AY1020
 AY1020                          SUPERSEDED SURVEY CONTROL
 AY1020
 AY1020  NGVD 29 (??/??/92)  399.64   (m)         1311.2    (f) COMPUTED    2 0
 AY1020
 AY1020.Superseded values are not recommended for survey control.
 AY1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1020.See file dsdata.txt to determine how the superseded data were derived.
 AY1020
 AY1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT179798(NAD 83)
 AY1020_MARKER: DB = BENCH MARK DISK
 AY1020_SETTING: 66 = SET IN ROCK OUTCROP
 AY1020_SP_SET: ROCK LEDGE
 AY1020_STAMPING: J-481 1935
 AY1020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1020+STABILITY: POSITION/ELEVATION WELL
 AY1020
 AY1020  HISTORY     - Date     Condition        Report By
 AY1020  HISTORY     - 1935     MONUMENTED       CGS
 AY1020  HISTORY     - 1953     MARK NOT FOUND   NGS
 AY1020  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1020
 AY1020                          STATION DESCRIPTION
 AY1020
 AY1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY1020'19.3 MI SE FROM BANDERA.
 AY1020'19.3 MI. S.E. OF COURTHOUSE, ALONG STATE HWY NO. 81 55 FT. EAST OF THE
 AY1020'CENTER LINE OF THE HIGHWAY, 32 FT. WEST OF THE MEDINA RIVER BANK, 200
 AY1020'FT. NORTH OF A HOUSE ON THE WEST SIDE OF THE HIGHWAY, 0.15 OF A MILE
 AY1020'SOUTH OF F.A. WENDT RUSTIC PARK AND SERVICE STATION.
 AY1020
 AY1020                          STATION RECOVERY (1953)
 AY1020
 AY1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY1020'MARK NOT FOUND.
 AY1020
 AY1020                          STATION RECOVERY (1995)
 AY1020
 AY1020'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0042 ***********************************************************************
 AZ0042  DESIGNATION -  J 482
 AZ0042  PID         -  AZ0042
 AZ0042  STATE/COUNTY-  TX/REAL
 AZ0042  USGS QUAD   -  CAMP WOOD (1973)
 AZ0042
 AZ0042                         *CURRENT SURVEY CONTROL
 AZ0042  ___________________________________________________________________
 AZ0042* NAD 83(1986)-  29 41 53.     (N)    100 01 30.     (W)     SCALED    
 AZ0042* NAVD 88     -       450.373  (meters)    1477.60   (feet)  ADJUSTED  
 AZ0042  ___________________________________________________________________
 AZ0042  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 AZ0042  DYNAMIC HT  -         449.708 (meters)    1475.42  (feet)  COMP
 AZ0042  MODELED GRAV-     979,152.8   (mgal)                       NAVD 88
 AZ0042
 AZ0042  VERT ORDER  -  SECOND    CLASS 0
 AZ0042
 AZ0042.The horizontal coordinates were scaled from a topographic map and have
 AZ0042.an estimated accuracy of +/- 6 seconds.
 AZ0042
 AZ0042.The orthometric height was determined by differential leveling
 AZ0042.and adjusted by the National Geodetic Survey in June 1991..
 AZ0042
 AZ0042.The geoid height was determined by GEOID03.
 AZ0042
 AZ0042.The dynamic height is computed by dividing the NAVD 88
 AZ0042.geopotential number by the normal gravity value computed on the
 AZ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0042.degrees latitude (g = 980.6199 gals.).
 AZ0042
 AZ0042.The modeled gravity was interpolated from observed gravity values.
 AZ0042
 AZ0042;                    North         East    Units  Estimated Accuracy
 AZ0042;SPC TXSC     - 4,207,100.      500,820.      MT  (+/- 180 meters Scaled)
 AZ0042
 AZ0042                          SUPERSEDED SURVEY CONTROL
 AZ0042
 AZ0042  NGVD 29 (??/??/92)  450.276  (m)         1477.28   (f) ADJ UNCH    2 0
 AZ0042
 AZ0042.Superseded values are not recommended for survey control.
 AZ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0042.See file dsdata.txt to determine how the superseded data were derived.
 AZ0042
 AZ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT008857(NAD 83)
 AZ0042_MARKER: DB = BENCH MARK DISK
 AZ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0042_STAMPING: J 482 1935
 AZ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0042+STABILITY: SURFACE MOTION
 AZ0042
 AZ0042  HISTORY     - Date     Condition        Report By
 AZ0042  HISTORY     - 1935     MONUMENTED       CGS
 AZ0042  HISTORY     - 1973     GOOD             USGS
 AZ0042  HISTORY     - 20010331 GOOD             NGS
 AZ0042  HISTORY     - 20010801 GOOD             NGS
 AZ0042
 AZ0042                          STATION DESCRIPTION
 AZ0042
 AZ0042'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0042'2.05 MI NW FROM CAMP WOOD.
 AZ0042'2.05 MILES NORTHWEST ALONG STATE HIGHWAY 55 FROM THE CITY PARK AT CAMP
 AZ0042'WOOD, 89 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 AZ0042'LEADING SOUTHWEST, 77 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AZ0042'HIGHWAY, 2 FEET NORTHEAST OF THE R. O. W. FENCE, SET IN THE TOP OF A
 AZ0042'CONCRETE POST WHICH PROJECTS ABOUT 0.5 FOOT ABOVE GROUND.
 AZ0042
 AZ0042                          STATION RECOVERY (2001)
 AZ0042
 AZ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0042'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AZ0042
 AZ0042                          STATION RECOVERY (2001)
 AZ0042
 AZ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AZ0042'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0639 ***********************************************************************
 CR0639  DESIGNATION -  J 483
 CR0639  PID         -  CR0639
 CR0639  STATE/COUNTY-  TX/VAN ZANDT
 CR0639  USGS QUAD   -  PHALBA (1984)
 CR0639
 CR0639                         *CURRENT SURVEY CONTROL
 CR0639  ___________________________________________________________________
 CR0639* NAD 83(1986)-  32 27 38.     (N)    095 56 52.     (W)     SCALED    
 CR0639* NAVD 88     -       159.481  (meters)     523.23   (feet)  ADJUSTED  
 CR0639  ___________________________________________________________________
 CR0639  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CR0639  DYNAMIC HT  -         159.298 (meters)     522.63  (feet)  COMP
 CR0639  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 CR0639
 CR0639  VERT ORDER  -  SECOND    CLASS 0
 CR0639
 CR0639.The horizontal coordinates were scaled from a topographic map and have
 CR0639.an estimated accuracy of +/- 6 seconds.
 CR0639
 CR0639.The orthometric height was determined by differential leveling
 CR0639.and adjusted by the National Geodetic Survey in June 1991..
 CR0639
 CR0639.The geoid height was determined by GEOID03.
 CR0639
 CR0639.The dynamic height is computed by dividing the NAVD 88
 CR0639.geopotential number by the normal gravity value computed on the
 CR0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0639.degrees latitude (g = 980.6199 gals.).
 CR0639
 CR0639.The modeled gravity was interpolated from observed gravity values.
 CR0639
 CR0639;                    North         East    Units  Estimated Accuracy
 CR0639;SPC TXNC     - 2,090,950.      839,910.      MT  (+/- 180 meters Scaled)
 CR0639
 CR0639                          SUPERSEDED SURVEY CONTROL
 CR0639
 CR0639  NGVD 29 (??/??/92)  159.487  (m)          523.25   (f) ADJ UNCH    2 0
 CR0639
 CR0639.Superseded values are not recommended for survey control.
 CR0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0639.See file dsdata.txt to determine how the superseded data were derived.
 CR0639
 CR0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR229953(NAD 83)
 CR0639_MARKER: DB = BENCH MARK DISK
 CR0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0639_STAMPING: J 483 1948
 CR0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0639+STABILITY: SURFACE MOTION
 CR0639
 CR0639  HISTORY     - Date     Condition        Report By
 CR0639  HISTORY     - 1948     MONUMENTED       CGS
 CR0639  HISTORY     - 19950915 GOOD             USPSQD
 CR0639
 CR0639                          STATION DESCRIPTION
 CR0639
 CR0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0639'1.85 MI SW FROM JACKSON.
 CR0639'1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 198 FROM THE ELEMENTARY
 CR0639'SCHOOL AT JACKSON, 128 YARDS(PACED) NORTHEAST OF THE CENTER OF AN
 CR0639'INTERSECTION WITH AN EAST-WEST ROAD, 48.0 FEET WEST OF THE EXTENDED
 CR0639'CENTER LINE OF A ROAD LEADING SOUTH, 72.6 FEET NORTHWEST OF THE CENTER
 CR0639'LINE OF THE HIGHWAY, 32.0 FEET EAST OF THE EAST CORNER OF THE TRUMAN
 CR0639'CAREY FARMHOUSE, 14.4 FEET NORTH OF A 12-INCH COTTONWOOD TREE, 0.9
 CR0639'FOOT SOUTHWEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CR0639'IS FLUSH WITH THE SURFACE OF THE GROUND.
 CR0639
 CR0639                          STATION RECOVERY (1995)
 CR0639
 CR0639'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0237 ***********************************************************************
 BY0237  DESIGNATION -  J 484
 BY0237  PID         -  BY0237
 BY0237  STATE/COUNTY-  TX/SHELBY
 BY0237  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0237
 BY0237                         *CURRENT SURVEY CONTROL
 BY0237  ___________________________________________________________________
 BY0237* NAD 83(1986)-  31 38 36.     (N)    094 15 09.     (W)     SCALED    
 BY0237* NAVD 88     -       124.59   (+/-2cm)     408.8    (feet)  VERTCON   
 BY0237  ___________________________________________________________________
 BY0237  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BY0237
 BY0237  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0237
 BY0237.The horizontal coordinates were scaled from a topographic map and have
 BY0237.an estimated accuracy of +/- 6 seconds.
 BY0237
 BY0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0237.The vertical order pertains to the NGVD 29 superseded value.
 BY0237
 BY0237.The geoid height was determined by GEOID03.
 BY0237
 BY0237;                    North         East    Units  Estimated Accuracy
 BY0237;SPC TX C     - 3,234,890.    1,276,490.      MT  (+/- 180 meters Scaled)
 BY0237
 BY0237                          SUPERSEDED SURVEY CONTROL
 BY0237
 BY0237  NGVD 29 (??/??/92)  124.620  (m)          408.86   (f) ADJ UNCH    2 0
 BY0237
 BY0237.Superseded values are not recommended for survey control.
 BY0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0237.See file dsdata.txt to determine how the superseded data were derived.
 BY0237
 BY0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR812015(NAD 83)
 BY0237_MARKER: DB = BENCH MARK DISK
 BY0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0237_STAMPING: J 484 1949
 BY0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0237+STABILITY: SURFACE MOTION
 BY0237
 BY0237  HISTORY     - Date     Condition        Report By
 BY0237  HISTORY     - 1949     MONUMENTED       CGS
 BY0237
 BY0237                          STATION DESCRIPTION
 BY0237
 BY0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0237'4.8 MI S FROM JERICHO.
 BY0237'4.8 MILES SOUTH ALONG THE JERICHO-CAMP WORTH ROAD FROM THE POWDRILL
 BY0237'GROCERY STORE AT JERICHO, AT A ROAD JUNCTION, NEAR THE CENTER OF A
 BY0237'TRIANGULAR PLOT OF GROUND AT THE ROAD JUNCTION, 67.0 FEET NORTH OF A
 BY0237'FENCE, 50.0 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 52.0
 BY0237'FEET SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING SOUTHEAST, 1.8
 BY0237'FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0237'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0234 ***********************************************************************
 BY0234  DESIGNATION -  J 485
 BY0234  PID         -  BY0234
 BY0234  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0234  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0234
 BY0234                         *CURRENT SURVEY CONTROL
 BY0234  ___________________________________________________________________
 BY0234* NAD 83(1986)-  31 36 49.     (N)    094 14 32.     (W)     SCALED    
 BY0234* NAVD 88     -       100.39   (+/-2cm)     329.4    (feet)  VERTCON   
 BY0234  ___________________________________________________________________
 BY0234  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BY0234
 BY0234  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0234
 BY0234.The horizontal coordinates were scaled from a topographic map and have
 BY0234.an estimated accuracy of +/- 6 seconds.
 BY0234
 BY0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0234.The vertical order pertains to the NGVD 29 superseded value.
 BY0234
 BY0234.The geoid height was determined by GEOID03.
 BY0234
 BY0234;                    North         East    Units  Estimated Accuracy
 BY0234;SPC TX C     - 3,231,650.    1,277,650.      MT  (+/- 180 meters Scaled)
 BY0234
 BY0234                          SUPERSEDED SURVEY CONTROL
 BY0234
 BY0234  NGVD 29 (??/??/92)  100.426  (m)          329.48   (f) ADJ UNCH    2 0
 BY0234
 BY0234.Superseded values are not recommended for survey control.
 BY0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0234.See file dsdata.txt to determine how the superseded data were derived.
 BY0234
 BY0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ821982(NAD 83)
 BY0234_MARKER: DB = BENCH MARK DISK
 BY0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0234_STAMPING: J-485 1949
 BY0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0234+STABILITY: SURFACE MOTION
 BY0234
 BY0234  HISTORY     - Date     Condition        Report By
 BY0234  HISTORY     - 1949     MONUMENTED       CGS
 BY0234  HISTORY     - 1958     GOOD             USGS
 BY0234
 BY0234                          STATION DESCRIPTION
 BY0234
 BY0234'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY0234'3.95 MI NE FROM CAMP WORTH.
 BY0234'5.75 MILES SOUTH ALONG THE JERICHO-CAMP WORTH ROAD FROM THE POWDRILL
 BY0234'GROCERY STORE AT JERICHO TO ROAD FORK, THEN EAST AND SOUTHEAST 1.55
 BY0234'MILES BENCH MARK IS 0.55 MILES SOUTHEAST ALONG ROAD FROM CROSSING OF
 BY0234'AERONOSA CREEK, 140 FEET SOUTH OF ROAD AT CURVE, 260 FEET WEST OF ROAD
 BY0234'FORK WITH ABANDONED ROAD WHICH LEADS SOUTHWEST TO BENCH MARK H-485,
 BY0234'120 FEET NORTHEAST 24 INCH ALONG POST OAK TREE, A STANDARD TABLET SET
 BY0234'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE THE GROUND.
 BY0234'STAMPED J-485 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0651 ***********************************************************************
 BY0651  DESIGNATION -  J 486
 BY0651  PID         -  BY0651
 BY0651  STATE/COUNTY-  TX/SHELBY
 BY0651  USGS QUAD   -  GARRISON EAST (1984)
 BY0651
 BY0651                         *CURRENT SURVEY CONTROL
 BY0651  ___________________________________________________________________
 BY0651* NAD 83(1986)-  31 46 08.     (N)    094 23 54.     (W)     SCALED    
 BY0651* NAVD 88     -        99.26   (+/-2cm)     325.7    (feet)  VERTCON   
 BY0651  ___________________________________________________________________
 BY0651  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY0651
 BY0651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0651
 BY0651.The horizontal coordinates were scaled from a topographic map and have
 BY0651.an estimated accuracy of +/- 6 seconds.
 BY0651
 BY0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0651.The vertical order pertains to the NGVD 29 superseded value.
 BY0651
 BY0651.The geoid height was determined by GEOID03.
 BY0651
 BY0651;                    North         East    Units  Estimated Accuracy
 BY0651;SPC TX C     - 3,248,040.    1,261,940.      MT  (+/- 180 meters Scaled)
 BY0651
 BY0651                          SUPERSEDED SURVEY CONTROL
 BY0651
 BY0651  NGVD 29 (??/??/92)   99.270  (m)          325.69   (f) ADJ UNCH    2 0
 BY0651
 BY0651.Superseded values are not recommended for survey control.
 BY0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0651.See file dsdata.txt to determine how the superseded data were derived.
 BY0651
 BY0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR675156(NAD 83)
 BY0651_MARKER: DB = BENCH MARK DISK
 BY0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0651_STAMPING: J 486 1949
 BY0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0651+STABILITY: SURFACE MOTION
 BY0651
 BY0651  HISTORY     - Date     Condition        Report By
 BY0651  HISTORY     - 1949     MONUMENTED       CGS
 BY0651  HISTORY     - 1956     GOOD             USGS
 BY0651
 BY0651                          STATION DESCRIPTION
 BY0651
 BY0651'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BY0651'1.2 MI E FROM STOCKMAN.
 BY0651'0.6 MILES SOUTH ALONG FARM ROAD 415 FROM THE POST OFFICE AT STOCKMAN,
 BY0651'THENCE 0.6 MILE EAST ALONG FARM ROAD 138, 0.25 MILE EAST OF A JUNCTION
 BY0651'WITH A ROAD LEADING SOUTH 81 FEET, SOUTHEAST OF THE CENTER LINE OF THE
 BY0651'ROAD, 49 FEET SOUTH EAST OF THE NORTHEAST OF A WIREGATE ACROSS A
 BY0651'LOGGING ROAD, 30 FEET SOUTH OF A FENCE, ON A SMALL MOUND, A STANDARD
 BY0651'DISK STAMPED J 486 1949 AND SET IN THE TOP OF A CONCRETE POST
 BY0651'PROJECTING 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0141 ***********************************************************************
 BY0141  DESIGNATION -  J 487
 BY0141  PID         -  BY0141
 BY0141  STATE/COUNTY-  TX/SHELBY
 BY0141  USGS QUAD   -  TIMPSON (1984)
 BY0141
 BY0141                         *CURRENT SURVEY CONTROL
 BY0141  ___________________________________________________________________
 BY0141* NAD 83(1986)-  31 52 51.     (N)    094 22 52.     (W)     SCALED    
 BY0141* NAVD 88     -       105.92   (+/-2cm)     347.5    (feet)  VERTCON   
 BY0141  ___________________________________________________________________
 BY0141  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY0141
 BY0141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0141
 BY0141.The horizontal coordinates were scaled from a topographic map and have
 BY0141.an estimated accuracy of +/- 6 seconds.
 BY0141
 BY0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0141.The vertical order pertains to the NGVD 29 superseded value.
 BY0141
 BY0141.The geoid height was determined by GEOID03.
 BY0141
 BY0141;                    North         East    Units  Estimated Accuracy
 BY0141;SPC TX C     - 3,260,530.    1,262,900.      MT  (+/- 180 meters Scaled)
 BY0141
 BY0141                          SUPERSEDED SURVEY CONTROL
 BY0141
 BY0141  NGVD 29 (??/??/92)  105.931  (m)          347.54   (f) ADJ UNCH    2 0
 BY0141
 BY0141.Superseded values are not recommended for survey control.
 BY0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0141.See file dsdata.txt to determine how the superseded data were derived.
 BY0141
 BY0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR693280(NAD 83)
 BY0141_MARKER: DB = BENCH MARK DISK
 BY0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0141_STAMPING: J 487 1949
 BY0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0141+STABILITY: SURFACE MOTION
 BY0141
 BY0141  HISTORY     - Date     Condition        Report By
 BY0141  HISTORY     - 1949     MONUMENTED       CGS
 BY0141
 BY0141                          STATION DESCRIPTION
 BY0141
 BY0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0141'2.0 MI SE FROM TIMPSON.
 BY0141'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE TEXAS AND NEW
 BY0141'ORLEANS RAILROAD STATION AT TIMPSON, 0.4 MILE NORTHEAST OF JUNCTION OF
 BY0141'FARM ROAD 415, ACROSS THE HIGHWAY FROM A PRIVATE DIRT ROAD LEADING
 BY0141'NORTHEAST, ABOUT 350.0 FEET SOUTHEAST OF A BRIDGE, 74.0 FEET EAST OF
 BY0141'THE EAST CORNER OF THE HOME OF ELBERT YOUNG, 62.3 FEET SOUTHWEST OF
 BY0141'THE CENTER LINE OF THE HIGHWAY, 11.0 FEET SOUTHWEST OF CORNER IN
 BY0141'RIGHT-OF-WAY FENCE, 2.0 FEET SOUTHWEST OF A REFERENCE POST, AND SET IN
 BY0141'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0881 ***********************************************************************
 BY0881  DESIGNATION -  J 488
 BY0881  PID         -  BY0881
 BY0881  STATE/COUNTY-  TX/ANGELINA
 BY0881  USGS QUAD   -  LUFKIN (1980)
 BY0881
 BY0881                         *CURRENT SURVEY CONTROL
 BY0881  ___________________________________________________________________
 BY0881* NAD 83(1986)-  31 16 17.     (N)    094 38 13.     (W)     SCALED    
 BY0881* NAVD 88     -        94.90   (+/-2cm)     311.4    (feet)  VERTCON   
 BY0881  ___________________________________________________________________
 BY0881  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BY0881
 BY0881  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0881
 BY0881.The horizontal coordinates were scaled from a topographic map and have
 BY0881.an estimated accuracy of +/- 6 seconds.
 BY0881
 BY0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0881.The vertical order pertains to the NGVD 29 superseded value.
 BY0881
 BY0881.The geoid height was determined by GEOID03.
 BY0881
 BY0881;                    North         East    Units  Estimated Accuracy
 BY0881;SPC TX C     - 3,191,780.    1,242,190.      MT  (+/- 180 meters Scaled)
 BY0881
 BY0881                          SUPERSEDED SURVEY CONTROL
 BY0881
 BY0881  NGVD 29 (??/??/92)   94.942  (m)          311.49   (f) ADJ UNCH    2 0
 BY0881
 BY0881.Superseded values are not recommended for survey control.
 BY0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0881.See file dsdata.txt to determine how the superseded data were derived.
 BY0881
 BY0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ441608(NAD 83)
 BY0881_MARKER: DB = BENCH MARK DISK
 BY0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0881_STAMPING: J 488 1949
 BY0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0881+STABILITY: SURFACE MOTION
 BY0881
 BY0881  HISTORY     - Date     Condition        Report By
 BY0881  HISTORY     - 1949     MONUMENTED       CGS
 BY0881
 BY0881                          STATION DESCRIPTION
 BY0881
 BY0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0881'1.2 MI S FROM HOMER.
 BY0881'1.2 MILES SOUTH ALONG FARM ROAD 326 FROM THE JUNCTION OF FARM ROAD 326
 BY0881'AND U. S. HIGHWAY 69 AT HOMER, 0.15 MILE SOUTH OF A JUNCTION WITH A
 BY0881'ROAD LEADING WEST TO A CEMETERY, AT AN ABANDONED FARMHOUSE SITE, 63.0
 BY0881'FEET WEST OF THE CENTER LINE OF FARM ROAD 326, 52.0 FEET NORTH OF THE
 BY0881'CENTER LINE OF A PRIVATE ROAD, 30.0 FEET NORTHWEST OF A 30-INCH OAK
 BY0881'TREE, 25.0 FEET SOUTHWEST OF A 12-INCH PINE TREE, 1.8 FEET EAST OF A
 BY0881'4X4 REFERENCE POST, 1.3 FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF A
 BY0881'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0891 ***********************************************************************
 BY0891  DESIGNATION -  J 489
 BY0891  PID         -  BY0891
 BY0891  STATE/COUNTY-  TX/ANGELINA
 BY0891  USGS QUAD   -  BALD HILL (1980)
 BY0891
 BY0891                         *CURRENT SURVEY CONTROL
 BY0891  ___________________________________________________________________
 BY0891* NAD 83(1986)-  31 13 11.     (N)    094 40 11.     (W)     SCALED    
 BY0891* NAVD 88     -        82.21   (+/-2cm)     269.7    (feet)  VERTCON   
 BY0891  ___________________________________________________________________
 BY0891  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BY0891
 BY0891  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0891
 BY0891.The horizontal coordinates were scaled from a topographic map and have
 BY0891.an estimated accuracy of +/- 6 seconds.
 BY0891
 BY0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0891.The vertical order pertains to the NGVD 29 superseded value.
 BY0891
 BY0891.The geoid height was determined by GEOID03.
 BY0891
 BY0891;                    North         East    Units  Estimated Accuracy
 BY0891;SPC TX C     - 3,185,900.    1,239,360.      MT  (+/- 180 meters Scaled)
 BY0891
 BY0891                          SUPERSEDED SURVEY CONTROL
 BY0891
 BY0891  NGVD 29 (??/??/92)   82.249  (m)          269.85   (f) ADJ UNCH    2 0
 BY0891
 BY0891.Superseded values are not recommended for survey control.
 BY0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0891.See file dsdata.txt to determine how the superseded data were derived.
 BY0891
 BY0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ409551(NAD 83)
 BY0891_MARKER: DB = BENCH MARK DISK
 BY0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0891_STAMPING: J 489 1949
 BY0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0891+STABILITY: SURFACE MOTION
 BY0891
 BY0891  HISTORY     - Date     Condition        Report By
 BY0891  HISTORY     - 1949     MONUMENTED       CGS
 BY0891
 BY0891                          STATION DESCRIPTION
 BY0891
 BY0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0891'5.85 MI SW FROM HOMER.
 BY0891'3.55 MILES SOUTHWEST ALONG FARM ROAD 326 FROM THE MILLION STORE AT
 BY0891'HOMER, THENCE 2.3 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 2.3 MILES
 BY0891'SOUTHWEST OF HOMER CHURCH, 0.65 MILE SOUTHWEST OF AN ABANDONED BRIDGE
 BY0891'OVER BALUXY CREEK, 175.0 FEET NORTHEAST OF THE CENTER LINE OF A TRAIL
 BY0891'LEADING NORTH, 0.15 MILE NORTHEAST OF A Y ROAD JUNCTION, AT THE CREST
 BY0891'OF A HILL, 64.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 25.6
 BY0891'FEET WEST OF A 12 INCH OAK TREE, 35.0 FEET EAST OF A 12 INCH OAK TREE,
 BY0891'1.8 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0891'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS
 BY0891'1.15 MILES NORTHEAST OF BENCH MARK ES 18 (U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0804 ***********************************************************************
 BZ0804  DESIGNATION -  J 49
 BZ0804  PID         -  BZ0804
 BZ0804  STATE/COUNTY-  TX/BELL
 BZ0804  USGS QUAD   -  TEMPLE (1993)
 BZ0804
 BZ0804                         *CURRENT SURVEY CONTROL
 BZ0804  ___________________________________________________________________
 BZ0804* NAD 83(1986)-  31 05 43.     (N)    097 21 32.     (W)     SCALED    
 BZ0804* NAVD 88     -       215.711  (meters)     707.71   (feet)  ADJUSTED  
 BZ0804  ___________________________________________________________________
 BZ0804  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ0804  DYNAMIC HT  -         215.426 (meters)     706.78  (feet)  COMP
 BZ0804  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 BZ0804
 BZ0804  VERT ORDER  -  FIRST     CLASS II
 BZ0804
 BZ0804.The horizontal coordinates were scaled from a topographic map and have
 BZ0804.an estimated accuracy of +/- 6 seconds.
 BZ0804
 BZ0804.The orthometric height was determined by differential leveling
 BZ0804.and adjusted by the National Geodetic Survey in June 1991..
 BZ0804
 BZ0804.The geoid height was determined by GEOID03.
 BZ0804
 BZ0804.The dynamic height is computed by dividing the NAVD 88
 BZ0804.geopotential number by the normal gravity value computed on the
 BZ0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0804.degrees latitude (g = 980.6199 gals.).
 BZ0804
 BZ0804.The modeled gravity was interpolated from observed gravity values.
 BZ0804
 BZ0804;                    North         East    Units  Estimated Accuracy
 BZ0804;SPC TX C     - 3,162,160.      983,720.      MT  (+/- 180 meters Scaled)
 BZ0804
 BZ0804                          SUPERSEDED SURVEY CONTROL
 BZ0804
 BZ0804  NGVD 29 (??/??/92)  215.642  (m)          707.49   (f) ADJ UNCH    1 2
 BZ0804
 BZ0804.Superseded values are not recommended for survey control.
 BZ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0804.See file dsdata.txt to determine how the superseded data were derived.
 BZ0804
 BZ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV565413(NAD 83)
 BZ0804_MARKER: DB = BENCH MARK DISK
 BZ0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0804_STAMPING: J 49 1953
 BZ0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0804+STABILITY: SURFACE MOTION
 BZ0804
 BZ0804  HISTORY     - Date     Condition        Report By
 BZ0804  HISTORY     - 1953     MONUMENTED       CGS
 BZ0804  HISTORY     - 1954     GOOD             NGS
 BZ0804  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0804  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0804  HISTORY     - 19950716 MARK NOT FOUND   USPSQD
 BZ0804
 BZ0804                          STATION DESCRIPTION
 BZ0804
 BZ0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BZ0804'1.0 MI SW FROM TEMPLE.
 BZ0804'1.0 MILE SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0804'THE STATION AT TEMPLE, BELL COUNTY, 240 FEET EAST OF THE CENTER OF THE
 BZ0804'CROSSING OF SOUTH THIRTY-FIRST STREET, ACROSS THE TRACK FROM THE CITY
 BZ0804'WATER WORKS, 34.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND
 BZ0804'3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 BZ0804'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 BZ0804
 BZ0804                          STATION RECOVERY (1980)
 BZ0804
 BZ0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0804'MARK NOT FOUND.
 BZ0804
 BZ0804                          STATION RECOVERY (1983)
 BZ0804
 BZ0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0804'THERE HAS BEEN GRADING IN THIS AREA.
 BZ0804
 BZ0804                          STATION RECOVERY (1995)
 BZ0804
 BZ0804'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0916 ***********************************************************************
 BY0916  DESIGNATION -  J 490
 BY0916  PID         -  BY0916
 BY0916  STATE/COUNTY-  TX/ANGELINA
 BY0916  USGS QUAD   -  BALD HILL (1980)
 BY0916
 BY0916                         *CURRENT SURVEY CONTROL
 BY0916  ___________________________________________________________________
 BY0916* NAD 83(1986)-  31 08 20.     (N)    094 37 45.     (W)     SCALED    
 BY0916* NAVD 88     -        47.91   (+/-2cm)     157.2    (feet)  VERTCON   
 BY0916  ___________________________________________________________________
 BY0916  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BY0916
 BY0916  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0916
 BY0916.The horizontal coordinates were scaled from a topographic map and have
 BY0916.an estimated accuracy of +/- 6 seconds.
 BY0916
 BY0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0916.The vertical order pertains to the NGVD 29 superseded value.
 BY0916
 BY0916.The geoid height was determined by GEOID03.
 BY0916
 BY0916;                    North         East    Units  Estimated Accuracy
 BY0916;SPC TX C     - 3,177,150.    1,243,680.      MT  (+/- 180 meters Scaled)
 BY0916
 BY0916                          SUPERSEDED SURVEY CONTROL
 BY0916
 BY0916  NGVD 29 (??/??/92)   47.938  (m)          157.28   (f) ADJ UNCH    2 0
 BY0916
 BY0916.Superseded values are not recommended for survey control.
 BY0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0916.See file dsdata.txt to determine how the superseded data were derived.
 BY0916
 BY0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ446461(NAD 83)
 BY0916_MARKER: DB = BENCH MARK DISK
 BY0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0916_STAMPING: J 490 1949
 BY0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0916+STABILITY: SURFACE MOTION
 BY0916
 BY0916  HISTORY     - Date     Condition        Report By
 BY0916  HISTORY     - 1949     MONUMENTED       CGS
 BY0916  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY0916
 BY0916                          STATION DESCRIPTION
 BY0916
 BY0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0916'9.1 MI W FROM SHAWNEE PRAIRIE.
 BY0916'2.9 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE ELEMENTARY SCHOOL AT
 BY0916'SHAWNEE PRAIRIE, THENCE 3.6 MILES WEST ALONG A GRADED DIRT ROAD,
 BY0916'THENCE 2.6 MILES WEST ALONG AN OLD C.C.C. ROAD, ABOUT 0.5 MILE WEST OF
 BY0916'A BRIDGE OVER BALUXY CREEK, ON THE WEST BANK OF THE CREEK BOTTOM,
 BY0916'125.0 FEET NORTH OF THE CENTER LINE OF THE OLD C.C.C. ROADBED, 30.0
 BY0916'FEET SOUTHWEST OF THE CREEK BANK OF A BRANCH OF BALUXY CREEK, 23.0
 BY0916'FEET NORTH OF THE CENTER LINE OF THE ROAD BY-PASSING AN ABANDONED SPOT
 BY0916'ON THE C.C.C. ROAD, 11.0 FEET SOUTH OF A 24-INCH OAK TREE, 1.7 FEET
 BY0916'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0916'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0916
 BY0916                          STATION RECOVERY (1963)
 BY0916
 BY0916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0495 ***********************************************************************
 BY0495  DESIGNATION -  J 491
 BY0495  PID         -  BY0495
 BY0495  STATE/COUNTY-  TX/ANGELINA
 BY0495  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0495
 BY0495                         *CURRENT SURVEY CONTROL
 BY0495  ___________________________________________________________________
 BY0495* NAD 83(1986)-  31 16 03.     (N)    094 25 53.     (W)     SCALED    
 BY0495* NAVD 88     -        60.89   (+/-2cm)     199.8    (feet)  VERTCON   
 BY0495  ___________________________________________________________________
 BY0495  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BY0495
 BY0495  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0495
 BY0495.The horizontal coordinates were scaled from a topographic map and have
 BY0495.an estimated accuracy of +/- 6 seconds.
 BY0495
 BY0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0495.The vertical order pertains to the NGVD 29 superseded value.
 BY0495
 BY0495.The geoid height was determined by GEOID03.
 BY0495
 BY0495;                    North         East    Units  Estimated Accuracy
 BY0495;SPC TX C     - 3,192,370.    1,261,760.      MT  (+/- 180 meters Scaled)
 BY0495
 BY0495                          SUPERSEDED SURVEY CONTROL
 BY0495
 BY0495  NGVD 29 (??/??/92)   60.919  (m)          199.87   (f) ADJ UNCH    2 0
 BY0495
 BY0495.Superseded values are not recommended for survey control.
 BY0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0495.See file dsdata.txt to determine how the superseded data were derived.
 BY0495
 BY0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ637601(NAD 83)
 BY0495_MARKER: DB = BENCH MARK DISK
 BY0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0495_STAMPING: J 491 1949
 BY0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0495+STABILITY: SURFACE MOTION
 BY0495
 BY0495  HISTORY     - Date     Condition        Report By
 BY0495  HISTORY     - 1949     MONUMENTED       CGS
 BY0495  HISTORY     - 1979     GOOD             USGS
 BY0495  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0495
 BY0495                          STATION DESCRIPTION
 BY0495
 BY0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0495'0.8 MI S FROM ORA.
 BY0495'0.8 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE BAPTIST CHURCH AT
 BY0495'ORA, AT THE RAY COX FARM HOME, 103.0 FEET EAST OF THE EAST CORNER OF
 BY0495'THE HOUSE, 53.0 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE AT THE
 BY0495'DRIVEWAY, 29.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET
 BY0495'WEST OF A REFERENCE POST, 1.3 FEET NORTH OF A FENCE, AND SET IN THE
 BY0495'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 BY0495
 BY0495                          STATION RECOVERY (1979)
 BY0495
 BY0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0495'0.45 MILE SOUTHEAST ALONG FARM ROAD 2109 FROM THE STORE AT ORA,
 BY0495'THENCE 0.2 MILE NW ALONG GRADED ROAD. 247 FT. NORTHWEST OF A DRIVE
 BY0495'SOUTHWEST TO A GRAY HOUSE, 60 FT. SOUTHEAST OF A TRACK ROAD
 BY0495'NORTHEAST, 28 FT. SOUTHWEST OF THE ROAD, 70 FT. EAST OF DAM OF POND,
 BY0495'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FT.
 BY0495'ABOVE THE GROUND.
 BY0495
 BY0495                          STATION RECOVERY (1998)
 BY0495
 BY0495'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0574 ***********************************************************************
 BY0574  DESIGNATION -  J 492
 BY0574  PID         -  BY0574
 BY0574  STATE/COUNTY-  TX/ANGELINA
 BY0574  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0574
 BY0574                         *CURRENT SURVEY CONTROL
 BY0574  ___________________________________________________________________
 BY0574* NAD 83(1986)-  31 06 54.     (N)    094 15 37.     (W)     SCALED    
 BY0574* NAVD 88     -        54.72   (+/-2cm)     179.5    (feet)  VERTCON   
 BY0574  ___________________________________________________________________
 BY0574  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BY0574
 BY0574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0574
 BY0574.The horizontal coordinates were scaled from a topographic map and have
 BY0574.an estimated accuracy of +/- 6 seconds.
 BY0574
 BY0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0574.The vertical order pertains to the NGVD 29 superseded value.
 BY0574
 BY0574.The geoid height was determined by GEOID03.
 BY0574
 BY0574;                    North         East    Units  Estimated Accuracy
 BY0574;SPC TX C     - 3,176,360.    1,278,950.      MT  (+/- 180 meters Scaled)
 BY0574
 BY0574                          SUPERSEDED SURVEY CONTROL
 BY0574
 BY0574  NGVD 29 (??/??/92)   54.738  (m)          179.59   (f) ADJ UNCH    2 0
 BY0574
 BY0574.Superseded values are not recommended for survey control.
 BY0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0574.See file dsdata.txt to determine how the superseded data were derived.
 BY0574
 BY0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ798430(NAD 83)
 BY0574_MARKER: DB = BENCH MARK DISK
 BY0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0574_STAMPING: J 492 1949
 BY0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0574+STABILITY: SURFACE MOTION
 BY0574
 BY0574  HISTORY     - Date     Condition        Report By
 BY0574  HISTORY     - 1949     MONUMENTED       CGS
 BY0574  HISTORY     - 1979     GOOD             USGS
 BY0574
 BY0574                          STATION DESCRIPTION
 BY0574
 BY0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0574'12.00 MI S FROM ZAVALLA.
 BY0574'11.25 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0574'RAILROAD STATION AT ZAVALLA, THENCE 0.75 MILE SOUTH ALONG ANGELINA
 BY0574'NATIONAL FOREST ROAD 313B, AT THE Y JUNCTION OF A DIRT ROAD LEADING
 BY0574'SOUTHWEST, 98.0 FEET NORTHWEST OF THE CENTER LINE OF A DIM WOODS TRAIL
 BY0574'LEADING NORTHEAST, 57.0 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD
 BY0574'LEADING SOUTHWEST, 32.0 FEET EAST OF THE CENTER LINE OF ANGELINA
 BY0574'NATIONAL FOREST ROAD 313B, 1.8 FEET WEST OF A REFERENCE POST, AND SET
 BY0574'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 BY0574
 BY0574                          STATION RECOVERY (1979)
 BY0574
 BY0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0574'11.25 MILES EAST ALONG STATE HWY. 63 FROM THE TEXAS AND NEW ORLEANS
 BY0574'RR X-ING IN ZAVALLA, THENCE 1.4 MILES NORTH ALONG ANGELINA NATIONAL
 BY0574'FOREST ROAD 313B, AT THE Y JUNCTION OF A DIRT ROAD LEADING SOUTHWEST,
 BY0574'186 FT. NORTHEAST OF THE CENTERLINE OF A DIM WOODS TRAIL NORTHEAST,
 BY0574'44 FT. SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD LEADING
 BY0574'SOUTHWEST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FT. ABOVE
 BY0574'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0939 ***********************************************************************
 BY0939  DESIGNATION -  J 493
 BY0939  PID         -  BY0939
 BY0939  STATE/COUNTY-  TX/TYLER
 BY0939  USGS QUAD   -  WOLF HILL (1980)
 BY0939
 BY0939                         *CURRENT SURVEY CONTROL
 BY0939  ___________________________________________________________________
 BY0939* NAD 83(1986)-  31 02 13.     (N)    094 33 34.     (W)     SCALED    
 BY0939* NAVD 88     -        40.78   (+/-2cm)     133.8    (feet)  VERTCON   
 BY0939  ___________________________________________________________________
 BY0939  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BY0939
 BY0939  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0939
 BY0939.The horizontal coordinates were scaled from a topographic map and have
 BY0939.an estimated accuracy of +/- 6 seconds.
 BY0939
 BY0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0939.The vertical order pertains to the NGVD 29 superseded value.
 BY0939
 BY0939.The geoid height was determined by GEOID03.
 BY0939
 BY0939;                    North         East    Units  Estimated Accuracy
 BY0939;SPC TX C     - 3,166,200.    1,250,910.      MT  (+/- 180 meters Scaled)
 BY0939
 BY0939                          SUPERSEDED SURVEY CONTROL
 BY0939
 BY0939  NGVD 29 (??/??/92)   40.804  (m)          133.87   (f) ADJ UNCH    2 0
 BY0939
 BY0939.Superseded values are not recommended for survey control.
 BY0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0939.See file dsdata.txt to determine how the superseded data were derived.
 BY0939
 BY0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ511347(NAD 83)
 BY0939_MARKER: DB = BENCH MARK DISK
 BY0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0939_STAMPING: J 493 1949
 BY0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0939+STABILITY: SURFACE MOTION
 BY0939
 BY0939  HISTORY     - Date     Condition        Report By
 BY0939  HISTORY     - 1949     MONUMENTED       CGS
 BY0939
 BY0939                          STATION DESCRIPTION
 BY0939
 BY0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0939'10.4 MI NE FROM CHESTER.
 BY0939'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BY0939'THENCE 2.15 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 5.05 MILES
 BY0939'NORTHEAST ALONG A DIRT ROAD, THENCE 1.2 MILES NORTHERLY ALONG A DIRT
 BY0939'ROAD, ALONG THE CARTER LUMBER TRAM, JUST NORTH OF A CURVE IN THE TRACK
 BY0939'WITH TANGENTS LEADING NORTH AND SOUTHWEST, AT AN OLD ROAD CROSSING,
 BY0939'ALONG THE SOUTH SIDE OF A CORRAL, 60.6 FEET EAST OF THE EAST RAIL OF
 BY0939'THE TRACK, 16.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 11.0
 BY0939'FEET SOUTHWEST OF THE CENTER LINE OF A GATE, 1.6 FEET EAST OF A
 BY0939'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BY0939'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0365 ***********************************************************************
 BY0365  DESIGNATION -  J 494 RESET 1971
 BY0365  PID         -  BY0365
 BY0365  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0365  USGS QUAD   -  NORWOOD (1984)
 BY0365
 BY0365                         *CURRENT SURVEY CONTROL
 BY0365  ___________________________________________________________________
 BY0365* NAD 83(1986)-  31 27 38.     (N)    094 08 35.     (W)     SCALED    
 BY0365* NAVD 88     -        82.56   (+/-2cm)     270.9    (feet)  VERTCON   
 BY0365  ___________________________________________________________________
 BY0365  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BY0365
 BY0365  VERT ORDER  -  THIRD (See Below)
 BY0365
 BY0365.The horizontal coordinates were scaled from a topographic map and have
 BY0365.an estimated accuracy of +/- 6 seconds.
 BY0365
 BY0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0365.The vertical order pertains to the NGVD 29 superseded value.
 BY0365
 BY0365.The geoid height was determined by GEOID03.
 BY0365
 BY0365;                    North         East    Units  Estimated Accuracy
 BY0365;SPC TX C     - 3,215,230.    1,287,980.      MT  (+/- 180 meters Scaled)
 BY0365
 BY0365                          SUPERSEDED SURVEY CONTROL
 BY0365
 BY0365  NGVD 29 (01/29/03)   82.58   (m)          270.9    (f) RESET       3  
 BY0365
 BY0365.Superseded values are not recommended for survey control.
 BY0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0365.See file dsdata.txt to determine how the superseded data were derived.
 BY0365
 BY0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ914812(NAD 83)
 BY0365_MARKER: DB = BENCH MARK DISK
 BY0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0365_SP_SET: CONCRETE PAD
 BY0365_STAMPING: J 494 RESET 1971
 BY0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0365
 BY0365  HISTORY     - Date     Condition        Report By
 BY0365  HISTORY     - 1971     MONUMENTED       NGS
 BY0365
 BY0365                          STATION DESCRIPTION
 BY0365
 BY0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 BY0365'5.5 MI SW FROM SAN AUGUSTINE.
 BY0365'ABOUT 5.5 MILES SOUTHWEST OF SAN AUGUSTINE, ALONG THE WEST SIDE OF
 BY0365'STATE HIGHWAY 147, 103 FEET WEST OF TENTATIVE PLANS OF NEW CENTER LINE
 BY0365'OF ROAD, 92 FEET WEST OF THE PRESENT CENTER LINE OF HIGHWAY, 43 FEET
 BY0365'EAST OF HOUSE, 5 FEET WEST OF THE SOUTHWEST CORNER OF WATER-WELL
 BY0365'CURBING, 1.8 FEET SOUTH-SOUTHWEST OF THE CENTER HOLE IN CONCRETE PAD,
 BY0365'1.6 FEET NORTHEAST OF THE SOUTH-SOUTHWEST CORNER CONCRETE PAD.  THE
 BY0365'DISK IS SET IN A DRILL HOLE, IN A 4 X 4 FT. CONCRETE PAD THAT IS FLUSH
 BY0365'WITH THE GROUND AND AT ONE TIME WAS USED FOR WATER-WELL PUMP
 BY0365'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0356 ***********************************************************************
 BY0356  DESIGNATION -  J 495
 BY0356  PID         -  BY0356
 BY0356  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0356  USGS QUAD   -  NORWOOD (1984)
 BY0356
 BY0356                         *CURRENT SURVEY CONTROL
 BY0356  ___________________________________________________________________
 BY0356* NAD 83(1986)-  31 25 44.     (N)    094 14 41.     (W)     SCALED    
 BY0356* NAVD 88     -        74.14   (+/-2cm)     243.2    (feet)  VERTCON   
 BY0356  ___________________________________________________________________
 BY0356  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BY0356
 BY0356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0356
 BY0356.The horizontal coordinates were scaled from a topographic map and have
 BY0356.an estimated accuracy of +/- 6 seconds.
 BY0356
 BY0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0356.The vertical order pertains to the NGVD 29 superseded value.
 BY0356
 BY0356.The geoid height was determined by GEOID03.
 BY0356
 BY0356;                    North         East    Units  Estimated Accuracy
 BY0356;SPC TX C     - 3,211,190.    1,278,530.      MT  (+/- 180 meters Scaled)
 BY0356
 BY0356                          SUPERSEDED SURVEY CONTROL
 BY0356
 BY0356  NGVD 29 (??/??/92)   74.168  (m)          243.33   (f) ADJ UNCH    2 0
 BY0356
 BY0356.Superseded values are not recommended for survey control.
 BY0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0356.See file dsdata.txt to determine how the superseded data were derived.
 BY0356
 BY0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ817778(NAD 83)
 BY0356_MARKER: DB = BENCH MARK DISK
 BY0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0356_STAMPING: J 495 1949
 BY0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0356+STABILITY: SURFACE MOTION
 BY0356
 BY0356  HISTORY     - Date     Condition        Report By
 BY0356  HISTORY     - 1949     MONUMENTED       CGS
 BY0356  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0356
 BY0356                          STATION DESCRIPTION
 BY0356
 BY0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0356'11.5 MI N FROM BROADDUS.
 BY0356'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0356'BROADDUS, THENCE 0.9 MILE NORTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BY0356'0.7 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 2.6 MILES NORTHWEST
 BY0356'ALONG A DIRT ROAD, 39 FEET EAST OF THE CENTER LINE OF THE ROAD, 39
 BY0356'FEET NORTH OF A 12 INCH TRIANGULAR BLAZED GUM TREE, 1.6 FEET SOUTHWEST
 BY0356'OF A WITNESS POST, 33 FEET NORTH OF THE NORTH EDGE OF A CREEK, SET IN
 BY0356'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND,
 BY0356'37 FEET SOUTHEAST OF A 12 INCH TRIANGULAR BLAZED GUM TREE.
 BY0356
 BY0356                          STATION RECOVERY (1998)
 BY0356
 BY0356'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0075 ***********************************************************************
 AY0075  DESIGNATION -  J 497
 AY0075  PID         -  AY0075
 AY0075  STATE/COUNTY-  TX/BEXAR
 AY0075  USGS QUAD   -  LONGHORN (1992)
 AY0075
 AY0075                         *CURRENT SURVEY CONTROL
 AY0075  ___________________________________________________________________
 AY0075* NAD 83(1986)-  29 34 18.     (N)    098 29 33.     (W)     SCALED    
 AY0075* NAVD 88     -       280.323  (meters)     919.69   (feet)  POSTED    
 AY0075  ___________________________________________________________________
 AY0075  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AY0075  DYNAMIC HT  -         279.920 (meters)     918.37  (feet)  COMP
 AY0075  MODELED GRAV-     979,180.9   (mgal)                       NAVD 88
 AY0075
 AY0075  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0075
 AY0075.The horizontal coordinates were scaled from a topographic map and have
 AY0075.an estimated accuracy of +/- 6 seconds.
 AY0075
 AY0075.The orthometric height was determined by differential leveling
 AY0075.and adjusted by the National Geodetic Survey in 1992..
 AY0075.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0075.rate of 2.1 thru 3.0 mm/km.
 AY0075
 AY0075.The geoid height was determined by GEOID03.
 AY0075
 AY0075.The dynamic height is computed by dividing the NAVD 88
 AY0075.geopotential number by the normal gravity value computed on the
 AY0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0075.degrees latitude (g = 980.6199 gals.).
 AY0075
 AY0075.The modeled gravity was interpolated from observed gravity values.
 AY0075
 AY0075;                    North         East    Units  Estimated Accuracy
 AY0075;SPC TXSC     - 4,192,760.      649,170.      MT  (+/- 180 meters Scaled)
 AY0075
 AY0075                          SUPERSEDED SURVEY CONTROL
 AY0075
 AY0075  NGVD 29 (??/??/92)  280.192  (m)          919.26   (f) ADJ UNCH    1 2
 AY0075
 AY0075.Superseded values are not recommended for survey control.
 AY0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0075.See file dsdata.txt to determine how the superseded data were derived.
 AY0075
 AY0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT491714(NAD 83)
 AY0075_MARKER: DB = BENCH MARK DISK
 AY0075_SETTING: 66 = SET IN ROCK OUTCROP
 AY0075_SP_SET: LIMESTONE ROCK
 AY0075_STAMPING: J 497 1953
 AY0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0075+STABILITY: POSITION/ELEVATION WELL
 AY0075
 AY0075  HISTORY     - Date     Condition        Report By
 AY0075  HISTORY     - 1953     MONUMENTED       CGS
 AY0075  HISTORY     - 1967     GOOD             USGS
 AY0075  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0075  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0075  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0075  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0075
 AY0075                          STATION DESCRIPTION
 AY0075
 AY0075'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0075'IN SAN ANTONIO.
 AY0075'AT SAN ANTONIO, BEXAR COUNTY, 0.8 MILE NORTHWEST ALONG BITTERS ROAD
 AY0075'FROM THE INTERSECTION OF U.S. HIGHWAY 281, FROM TRIANGULATION STATION
 AY0075'BITTERS 475 FEET SOUTHEAST TO CENTERLINE OF ROAD, THENCE 44.5 FEET
 AY0075'PERPENDICULAR SOUTHWEST, 18.7 FEET SOUTHWEST OF A FENCE, IN THE TOP OF
 AY0075'A LIMESTONE ROCK, AND FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED
 AY0075'J 497 1953.
 AY0075
 AY0075                          STATION RECOVERY (1987)
 AY0075
 AY0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0075'MARK NOT FOUND.
 AY0075
 AY0075                          STATION RECOVERY (1989)
 AY0075
 AY0075'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0075'MARK NOT FOUND.
 AY0075
 AY0075                          STATION RECOVERY (1989)
 AY0075
 AY0075'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0075'MARK NOT FOUND.
 AY0075
 AY0075                          STATION RECOVERY (1999)
 AY0075
 AY0075'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0401 ***********************************************************************
 AY0401  DESIGNATION -  J 499
 AY0401  PID         -  AY0401
 AY0401  STATE/COUNTY-  TX/BEXAR
 AY0401  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0401
 AY0401                         *CURRENT SURVEY CONTROL
 AY0401  ___________________________________________________________________
 AY0401* NAD 83(1986)-  29 23 35.     (N)    098 24 17.     (W)     SCALED    
 AY0401* NAVD 88     -       192.435  (meters)     631.35   (feet)  ADJUSTED  
 AY0401  ___________________________________________________________________
 AY0401  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AY0401  DYNAMIC HT  -         192.154 (meters)     630.43  (feet)  COMP
 AY0401  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 AY0401
 AY0401  VERT ORDER  -  FIRST     CLASS II
 AY0401
 AY0401.The horizontal coordinates were scaled from a topographic map and have
 AY0401.an estimated accuracy of +/- 6 seconds.
 AY0401
 AY0401.The orthometric height was determined by differential leveling
 AY0401.and adjusted by the National Geodetic Survey in June 1991..
 AY0401
 AY0401.The geoid height was determined by GEOID03.
 AY0401
 AY0401.The dynamic height is computed by dividing the NAVD 88
 AY0401.geopotential number by the normal gravity value computed on the
 AY0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0401.degrees latitude (g = 980.6199 gals.).
 AY0401
 AY0401.The modeled gravity was interpolated from observed gravity values.
 AY0401
 AY0401;                    North         East    Units  Estimated Accuracy
 AY0401;SPC TXSC     - 4,173,010.      657,770.      MT  (+/- 180 meters Scaled)
 AY0401
 AY0401                          SUPERSEDED SURVEY CONTROL
 AY0401
 AY0401  NGVD 29 (??/??/92)  192.340  (m)          631.04   (f) ADJ UNCH    1 2
 AY0401
 AY0401.Superseded values are not recommended for survey control.
 AY0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0401.See file dsdata.txt to determine how the superseded data were derived.
 AY0401
 AY0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT577516(NAD 83)
 AY0401_MARKER: DB = BENCH MARK DISK
 AY0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0401_STAMPING: J 499 1953
 AY0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0401+STABILITY: SURFACE MOTION
 AY0401
 AY0401  HISTORY     - Date     Condition        Report By
 AY0401  HISTORY     - 1953     MONUMENTED       CGS
 AY0401  HISTORY     - 19870114 POOR             USGS
 AY0401  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0401
 AY0401                          STATION DESCRIPTION
 AY0401
 AY0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0401'IN SAN ANTONIO.
 AY0401'AT SAN ANTONIO, 0.3 MILE SOUTH ALONG LOOP 13 FROM ITS INTERSECTION
 AY0401'WITH U.S. HIGHWAY 87 (NIXON ROAD), 47 FEET WEST OF THE CENTER LINE OF
 AY0401'LOOP 13, 61 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FRANK WAGNER
 AY0401'HOUSE, 25 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 3.6
 AY0401'FEET NORTH OF A POWER POLE, 1.8 FEET EAST OF A FENCE, 1.8 FEET
 AY0401'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0401'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0401
 AY0401                          STATION RECOVERY (1987)
 AY0401
 AY0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0401'MARK RECOVERED IN POOR CONDITION.
 AY0401
 AY0401                          STATION RECOVERY (1995)
 AY0401
 AY0401'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0028 ***********************************************************************
 AB0028  DESIGNATION -  J 5
 AB0028  PID         -  AB0028
 AB0028  STATE/COUNTY-  TX/CAMERON
 AB0028  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0028
 AB0028                         *CURRENT SURVEY CONTROL
 AB0028  ___________________________________________________________________
 AB0028* NAD 83(1986)-  25 54 56.     (N)    097 27 04.     (W)     SCALED    
 AB0028* NAVD 88     -         9.463  (meters)      31.05   (feet)  ADJUSTED  
 AB0028  ___________________________________________________________________
 AB0028  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AB0028  DYNAMIC HT  -           9.448 (meters)      31.00  (feet)  COMP
 AB0028  MODELED GRAV-     979,031.6   (mgal)                       NAVD 88
 AB0028
 AB0028  VERT ORDER  -  SECOND    CLASS 0
 AB0028
 AB0028.The horizontal coordinates were scaled from a topographic map and have
 AB0028.an estimated accuracy of +/- 6 seconds.
 AB0028
 AB0028.The orthometric height was determined by differential leveling
 AB0028.and adjusted by the National Geodetic Survey in June 1991..
 AB0028
 AB0028.The geoid height was determined by GEOID03.
 AB0028
 AB0028.The dynamic height is computed by dividing the NAVD 88
 AB0028.geopotential number by the normal gravity value computed on the
 AB0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0028.degrees latitude (g = 980.6199 gals.).
 AB0028
 AB0028.The modeled gravity was interpolated from observed gravity values.
 AB0028
 AB0028;                    North         East    Units  Estimated Accuracy
 AB0028;SPC TX S     - 5,028,010.      405,090.      MT  (+/- 180 meters Scaled)
 AB0028
 AB0028                          SUPERSEDED SURVEY CONTROL
 AB0028
 AB0028  NGVD 29 (??/??/92)    9.54   (m)           31.3    (f) COMPUTED    2 0
 AB0028
 AB0028.Superseded values are not recommended for survey control.
 AB0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0028.See file dsdata.txt to determine how the superseded data were derived.
 AB0028
 AB0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP551672(NAD 83)
 AB0028_MARKER: DD = SURVEY DISK
 AB0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0028_SP_SET: SYPHON
 AB0028_STAMPING: J5 31.25
 AB0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0028
 AB0028  HISTORY     - Date     Condition        Report By
 AB0028  HISTORY     - UNK      MONUMENTED
 AB0028  HISTORY     - 1950     GOOD             NGS
 AB0028  HISTORY     - 1990     GOOD             USPSQD
 AB0028
 AB0028                          STATION DESCRIPTION
 AB0028
 AB0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0028'3.4 MI NE FROM BROWNSVILLE.
 AB0028'TO REACH FROM THE INTERSECTION OF TEXAS STATE HIGHWAY NO. 4(E 14TH
 AB0028'STREET) AND NO. 48(BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED 1.0 MILE
 AB0028'E. ON HIGHWAY NO. 4 TO A CONCRETE SYPHON AND SITE OF BENCH MARK. BENCH
 AB0028'MARK IS SET HORIZONTALLY IN THE CENTER OF THE TOP OF THE N. HEADWALL
 AB0028'OF THE SYPHON, 15 FEET N. OF AND APPROXIMATELY 3.5 FEET ABOVE THE
 AB0028'HIGHWAY.  A CAMERON COUNTY DISK SET IN A DRILL HOLE.
 AB0028
 AB0028                          STATION RECOVERY (1990)
 AB0028
 AB0028'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0410 ***********************************************************************
 BM0410  DESIGNATION -  J 5
 BM0410  PID         -  BM0410
 BM0410  STATE/COUNTY-  TX/BASTROP
 BM0410  USGS QUAD   -  LAKE BASTROP (1982)
 BM0410
 BM0410                         *CURRENT SURVEY CONTROL
 BM0410  ___________________________________________________________________
 BM0410* NAD 83(1986)-  30 14 23.     (N)    097 19 55.     (W)     SCALED    
 BM0410* NAVD 88     -       121.05   (+/-2cm)     397.1    (feet)  VERTCON   
 BM0410  ___________________________________________________________________
 BM0410  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0410
 BM0410  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0410
 BM0410.The horizontal coordinates were scaled from a topographic map and have
 BM0410.an estimated accuracy of +/- 6 seconds.
 BM0410
 BM0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0410.The vertical order pertains to the NGVD 29 superseded value.
 BM0410
 BM0410.The geoid height was determined by GEOID03.
 BM0410
 BM0410;                    North         East    Units  Estimated Accuracy
 BM0410;SPC TX C     - 3,067,420.      988,850.      MT  (+/- 180 meters Scaled)
 BM0410
 BM0410                          SUPERSEDED SURVEY CONTROL
 BM0410
 BM0410  NGVD 29 (??/??/92)  120.978  (m)          396.91   (f) ADJ UNCH    1 2
 BM0410
 BM0410.Superseded values are not recommended for survey control.
 BM0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0410.See file dsdata.txt to determine how the superseded data were derived.
 BM0410
 BM0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU605465(NAD 83)
 BM0410_MARKER: Q = CHISELED SQUARE
 BM0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0410+STABILITY: SURFACE MOTION
 BM0410
 BM0410  HISTORY     - Date     Condition        Report By
 BM0410  HISTORY     - UNK      MONUMENTED       CGS
 BM0410  HISTORY     - 1953     POOR             NGS
 BM0410  HISTORY     - 1976     MARK NOT FOUND   USGS
 BM0410
 BM0410                          STATION DESCRIPTION
 BM0410
 BM0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0410'8.3 MI SE FROM ELGIN.
 BM0410'8.3 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0410'THE STATION AT ELGIN, 122 FEET NORTHWEST OF MILEPOST 943, 39 FEET
 BM0410'NORTHEAST OF THE NORTHEAST RAIL, 5.7 FEET SOUTHWEST OF A FENCE, 2 FEET
 BM0410'SOUTH OF A WITNESS POST, A SQUARE HOLE IN THE TOP OF A STONE POST
 BM0410'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.  NOTE-- HALF OF THE SQUARE
 BM0410'HOLE HAS BEEN BROKEN OFF.  THE POST IS STILL SOLID.
 BM0410
 BM0410                          STATION RECOVERY (1976)
 BM0410
 BM0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BM0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0029 ***********************************************************************
 AB0029  DESIGNATION -  J 5 RESET
 AB0029  PID         -  AB0029
 AB0029  STATE/COUNTY-  TX/CAMERON
 AB0029  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0029
 AB0029                         *CURRENT SURVEY CONTROL
 AB0029  ___________________________________________________________________
 AB0029* NAD 83(1986)-  25 54 56.     (N)    097 27 04.     (W)     SCALED    
 AB0029* NAVD 88     -         9.54   (+/-2cm)      31.3    (feet)  VERTCON   
 AB0029  ___________________________________________________________________
 AB0029  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AB0029
 AB0029  VERT ORDER  -  THIRD (See Below)
 AB0029
 AB0029.The horizontal coordinates were scaled from a topographic map and have
 AB0029.an estimated accuracy of +/- 6 seconds.
 AB0029
 AB0029.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0029.The vertical order pertains to the NGVD 29 superseded value.
 AB0029
 AB0029.The geoid height was determined by GEOID03.
 AB0029
 AB0029;                    North         East    Units  Estimated Accuracy
 AB0029;SPC TX S     - 5,028,010.      405,090.      MT  (+/- 180 meters Scaled)
 AB0029
 AB0029                          SUPERSEDED SURVEY CONTROL
 AB0029
 AB0029  NGVD 29 (??/??/??)    9.63   (m)           31.6    (f) RESET       3  
 AB0029
 AB0029.Superseded values are not recommended for survey control.
 AB0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0029.See file dsdata.txt to determine how the superseded data were derived.
 AB0029
 AB0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP551672(NAD 83)
 AB0029_MARKER: DD = SURVEY DISK
 AB0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0029_SP_SET: SYPHON
 AB0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0029
 AB0029  HISTORY     - Date     Condition        Report By
 AB0029  HISTORY     - UNK      MONUMENTED
 AB0029  HISTORY     - 1951     GOOD             NGS
 AB0029  HISTORY     - 1990     GOOD             USPSQD
 AB0029
 AB0029                          STATION DESCRIPTION
 AB0029
 AB0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0029'2.0 MI E FROM BROWNSVILLE.
 AB0029'1.0 MILE NORTHEAST AND 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 4 FROM
 AB0029'THE INTERSECTION OF SOUTHMOST ROAD AT BROWNSVILLE, CAMERON COUNTY, 0.2
 AB0029'MILE EAST OF A CURVE IN THE HIGHWAY, AT A CONCRETE SYPHON, IN THE
 AB0029'CENTER OF THE TOP OF THE NORTH HEADWALL, 15 FEET NORTH OF THE
 AB0029'CENTERLINE OF THE HIGHWAY, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 AB0029'HIGHWAY.  NOTE-- BRASS TABLE IN SOUTH HEADWALL OF 7 FT. X 6 FT. X 134
 AB0029'FT. REINF. CONCRETE SIPHON, STA. 53+86. MILEPOST 3.2.
 AB0029
 AB0029                          STATION RECOVERY (1990)
 AB0029
 AB0029'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0074 ***********************************************************************
 AB0074  DESIGNATION -  J 50
 AB0074  PID         -  AB0074
 AB0074  STATE/COUNTY-  TX/CAMERON
 AB0074  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0074
 AB0074                         *CURRENT SURVEY CONTROL
 AB0074  ___________________________________________________________________
 AB0074* NAD 83(1986)-  25 57 49.     (N)    097 13 25.     (W)     SCALED    
 AB0074* NAVD 88     -         1.405  (meters)       4.61   (feet)  ADJUSTED  
 AB0074  ___________________________________________________________________
 AB0074  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 AB0074  DYNAMIC HT  -           1.403 (meters)       4.60  (feet)  COMP
 AB0074  MODELED GRAV-     979,059.3   (mgal)                       NAVD 88
 AB0074
 AB0074  VERT ORDER  -  SECOND    CLASS 0
 AB0074
 AB0074.The horizontal coordinates were scaled from a topographic map and have
 AB0074.an estimated accuracy of +/- 6 seconds.
 AB0074
 AB0074.The orthometric height was determined by differential leveling
 AB0074.and adjusted by the National Geodetic Survey in June 1991..
 AB0074
 AB0074.The geoid height was determined by GEOID03.
 AB0074
 AB0074.The dynamic height is computed by dividing the NAVD 88
 AB0074.geopotential number by the normal gravity value computed on the
 AB0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0074.degrees latitude (g = 980.6199 gals.).
 AB0074
 AB0074.The modeled gravity was interpolated from observed gravity values.
 AB0074
 AB0074;                    North         East    Units  Estimated Accuracy
 AB0074;SPC TX S     - 5,033,550.      427,830.      MT  (+/- 180 meters Scaled)
 AB0074
 AB0074                          SUPERSEDED SURVEY CONTROL
 AB0074
 AB0074  NGVD 29 (??/??/92)    1.504  (m)            4.93   (f) ADJ UNCH    2 0
 AB0074
 AB0074.Superseded values are not recommended for survey control.
 AB0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0074.See file dsdata.txt to determine how the superseded data were derived.
 AB0074
 AB0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP778728(NAD 83)
 AB0074_MARKER: DD = SURVEY DISK
 AB0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0074_SP_SET: CULVERT
 AB0074_STAMPING: J 50. 4.90
 AB0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0074
 AB0074  HISTORY     - Date     Condition        Report By
 AB0074  HISTORY     - UNK      MONUMENTED
 AB0074  HISTORY     - 1950     GOOD             NGS
 AB0074
 AB0074                          STATION DESCRIPTION
 AB0074
 AB0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0074'19.4 MI E FROM BROWNSVILLE.
 AB0074'TO REACH FROM INTERSECTION OF STATE HIGHWAY NO. 48 (BOCA CHICA ROAD)
 AB0074'AND STATE HIGHWAY NO. 4 (E 14TH STREET) IN BROWNSVILLE, GO E. ON
 AB0074'HIGHWAY NO. 4 FOR 16.5 MILES TO BENCH MARK.  BENCH MARK IS 0.2 MILE E.
 AB0074'OF THE NE. CORNER OF THE PORT ISABEL RESERVOIR, 22 FT. N. OF AND 2.5
 AB0074'FT. ABOVE CENTERLINE OF HIGHWAY, SET HORIZONTALLY IN CENTER OF N.
 AB0074'HEADWALL OF CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0916 ***********************************************************************
 BZ0916  DESIGNATION -  J 50
 BZ0916  PID         -  BZ0916
 BZ0916  STATE/COUNTY-  TX/BELL
 BZ0916  USGS QUAD   -  NOLANVILLE (1995)
 BZ0916
 BZ0916                         *CURRENT SURVEY CONTROL
 BZ0916  ___________________________________________________________________
 BZ0916* NAD 83(1986)-  31 04 16.     (N)    097 35 17.     (W)     SCALED    
 BZ0916* NAVD 88     -       209.472  (meters)     687.24   (feet)  ADJUSTED  
 BZ0916  ___________________________________________________________________
 BZ0916  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BZ0916  DYNAMIC HT  -         209.194 (meters)     686.33  (feet)  COMP
 BZ0916  MODELED GRAV-     979,308.9   (mgal)                       NAVD 88
 BZ0916
 BZ0916  VERT ORDER  -  FIRST     CLASS II
 BZ0916
 BZ0916.The horizontal coordinates were scaled from a topographic map and have
 BZ0916.an estimated accuracy of +/- 6 seconds.
 BZ0916
 BZ0916.The orthometric height was determined by differential leveling
 BZ0916.and adjusted by the National Geodetic Survey in June 1991..
 BZ0916.WARNING-Repeat measurements at this control monument indicate possible
 BZ0916.vertical movement.
 BZ0916
 BZ0916.The geoid height was determined by GEOID03.
 BZ0916
 BZ0916.The dynamic height is computed by dividing the NAVD 88
 BZ0916.geopotential number by the normal gravity value computed on the
 BZ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0916.degrees latitude (g = 980.6199 gals.).
 BZ0916
 BZ0916.The modeled gravity was interpolated from observed gravity values.
 BZ0916
 BZ0916;                    North         East    Units  Estimated Accuracy
 BZ0916;SPC TX C     - 3,158,920.      961,930.      MT  (+/- 180 meters Scaled)
 BZ0916
 BZ0916                          SUPERSEDED SURVEY CONTROL
 BZ0916
 BZ0916  NGVD 29 (??/??/92)  209.391  (m)          686.98   (f) ADJ UNCH    1 2
 BZ0916
 BZ0916.Superseded values are not recommended for survey control.
 BZ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0916.See file dsdata.txt to determine how the superseded data were derived.
 BZ0916
 BZ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV346383(NAD 83)
 BZ0916_MARKER: DB = BENCH MARK DISK
 BZ0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0916_STAMPING: J 50 1953
 BZ0916_MARK LOGO: CGS   
 BZ0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0916+STABILITY: SURFACE MOTION
 BZ0916
 BZ0916  HISTORY     - Date     Condition        Report By
 BZ0916  HISTORY     - 1953     MONUMENTED       CGS
 BZ0916  HISTORY     - 1957     GOOD             DOD
 BZ0916  HISTORY     - 1983     GOOD             NGS
 BZ0916
 BZ0916                          STATION DESCRIPTION
 BZ0916
 BZ0916'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0916'1.1 MI E FROM NOLANVILLE.
 BZ0916'1.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0916'STATION AT NOLANVILLE, BELL COUNTY, 0.6 MILE WEST OF MILEPOST 234, 68
 BZ0916'FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 190, 48.3 SOUTH OF THE
 BZ0916'SOUTH RAIL, 18 FEET SOUTHWEST OF A POLE, 5.6 FEET EAST OF A 6- BY
 BZ0916'8-INCH CONCRETE POST, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST
 BZ0916'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 BZ0916'GROUND.
 BZ0916
 BZ0916                          STATION RECOVERY (1983)
 BZ0916
 BZ0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0916'RECOVERED THIS DATE.  ADD, 0.3 METER (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0954 ***********************************************************************
 BY0954  DESIGNATION -  J 500
 BY0954  PID         -  BY0954
 BY0954  STATE/COUNTY-  TX/POLK
 BY0954  USGS QUAD   -  WAKEFIELD (1980)
 BY0954
 BY0954                         *CURRENT SURVEY CONTROL
 BY0954  ___________________________________________________________________
 BY0954* NAD 83(1986)-  31 05 37.     (N)    094 45 15.     (W)     SCALED    
 BY0954* NAVD 88     -        48.72   (+/-2cm)     159.8    (feet)  VERTCON   
 BY0954  ___________________________________________________________________
 BY0954  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BY0954
 BY0954  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0954
 BY0954.The horizontal coordinates were scaled from a topographic map and have
 BY0954.an estimated accuracy of +/- 6 seconds.
 BY0954
 BY0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0954.The vertical order pertains to the NGVD 29 superseded value.
 BY0954
 BY0954.The geoid height was determined by GEOID03.
 BY0954
 BY0954;                    North         East    Units  Estimated Accuracy
 BY0954;SPC TX C     - 3,171,530.    1,232,030.      MT  (+/- 180 meters Scaled)
 BY0954
 BY0954                          SUPERSEDED SURVEY CONTROL
 BY0954
 BY0954  NGVD 29 (??/??/92)   48.750  (m)          159.94   (f) ADJ UNCH    2 0
 BY0954
 BY0954.Superseded values are not recommended for survey control.
 BY0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0954.See file dsdata.txt to determine how the superseded data were derived.
 BY0954
 BY0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ326412(NAD 83)
 BY0954_MARKER: DB = BENCH MARK DISK
 BY0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0954_STAMPING: J 500 1949
 BY0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0954+STABILITY: SURFACE MOTION
 BY0954
 BY0954  HISTORY     - Date     Condition        Report By
 BY0954  HISTORY     - 1949     MONUMENTED       CGS
 BY0954  HISTORY     - 1963     GOOD             USGS
 BY0954
 BY0954                          STATION DESCRIPTION
 BY0954
 BY0954'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BY0954'0.5 MI SE FROM WAKEFIELD.
 BY0954'CORRIGAN, 7.3 MILES NORTH ALONG U.S. HIGHWAY 59, 3.0 MILES EAST ALONG
 BY0954'FARM ROAD 1987, 0.8 MILES EAST ALONG A DIRT ROAD, 135 FEET EAST OF
 BY0954'WOODEN BRIDGE, 22 FEET NORTH OF ROAD, 3 FEET SOUTH OF A FENCE, SET IN
 BY0954'THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0705 ***********************************************************************
 BL0705  DESIGNATION -  J 501
 BL0705  PID         -  BL0705
 BL0705  STATE/COUNTY-  TX/POLK
 BL0705  USGS QUAD   -  CORRIGAN (1984)
 BL0705
 BL0705                         *CURRENT SURVEY CONTROL
 BL0705  ___________________________________________________________________
 BL0705* NAD 83(1986)-  30 54 16.     (N)    094 49 14.     (W)     SCALED    
 BL0705* NAVD 88     -       109.11   (+/-2cm)     358.0    (feet)  VERTCON   
 BL0705  ___________________________________________________________________
 BL0705  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0705
 BL0705  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0705
 BL0705.The horizontal coordinates were scaled from a topographic map and have
 BL0705.an estimated accuracy of +/- 6 seconds.
 BL0705
 BL0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0705.The vertical order pertains to the NGVD 29 superseded value.
 BL0705
 BL0705.The geoid height was determined by GEOID03.
 BL0705
 BL0705;                    North         East    Units  Estimated Accuracy
 BL0705;SPC TX C     - 3,150,270.    1,226,740.      MT  (+/- 180 meters Scaled)
 BL0705
 BL0705                          SUPERSEDED SURVEY CONTROL
 BL0705
 BL0705  NGVD 29 (??/??/92)  109.122  (m)          358.01   (f) ADJ UNCH    2 0
 BL0705
 BL0705.Superseded values are not recommended for survey control.
 BL0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0705.See file dsdata.txt to determine how the superseded data were derived.
 BL0705
 BL0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ260204(NAD 83)
 BL0705_MARKER: DB = BENCH MARK DISK
 BL0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0705_STAMPING: J 501 1949
 BL0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0705+STABILITY: SURFACE MOTION
 BL0705
 BL0705  HISTORY     - Date     Condition        Report By
 BL0705  HISTORY     - 1949     MONUMENTED       CGS
 BL0705  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0705
 BL0705                          STATION DESCRIPTION
 BL0705
 BL0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0705'0.5 MI E FROM MOSCOW.
 BL0705'0.5 MILE EAST ALONG FARM ROAD NO. 62 FROM THE JUNCTION OF NO. 62 AND
 BL0705'U. S. HIGHWAY NO. 59 AT MOSCOW, ON THE OUTSIDE OF A CURVE WITH
 BL0705'TANGENTS LEADING NORTHWEST AND EAST, 79.0 FEET SOUTH OF THE CENTER
 BL0705'LINE OF THE ROAD, 28.0 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 BL0705'ROAD LEADING SOUTHEAST, 96.0 FEET SOUTHWEST OF THE SOUTH END OF A PIPE
 BL0705'CULVERT UNDER THE MAIN ROAD, 12.2 FEET NORTHEAST OF AN 8-INCH PINE
 BL0705'WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 1.5 FEET
 BL0705'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0705'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BL0705
 BL0705                          STATION RECOVERY (1997)
 BL0705
 BL0705'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0760 ***********************************************************************
 BL0760  DESIGNATION -  J 502
 BL0760  PID         -  BL0760
 BL0760  STATE/COUNTY-  TX/POLK
 BL0760  USGS QUAD   -  LEGGETT (1984)
 BL0760
 BL0760                         *CURRENT SURVEY CONTROL
 BL0760  ___________________________________________________________________
 BL0760* NAD 83(1986)-  30 47 33.     (N)    094 46 29.     (W)     SCALED    
 BL0760* NAVD 88     -        94.45   (+/-2cm)     309.9    (feet)  VERTCON   
 BL0760  ___________________________________________________________________
 BL0760  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0760
 BL0760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0760
 BL0760.The horizontal coordinates were scaled from a topographic map and have
 BL0760.an estimated accuracy of +/- 6 seconds.
 BL0760
 BL0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0760.The vertical order pertains to the NGVD 29 superseded value.
 BL0760
 BL0760.The geoid height was determined by GEOID03.
 BL0760
 BL0760;                    North         East    Units  Estimated Accuracy
 BL0760;SPC TX C     - 3,138,090.    1,231,740.      MT  (+/- 180 meters Scaled)
 BL0760
 BL0760                          SUPERSEDED SURVEY CONTROL
 BL0760
 BL0760  NGVD 29 (??/??/92)   94.455  (m)          309.89   (f) ADJ UNCH    2 0
 BL0760
 BL0760.Superseded values are not recommended for survey control.
 BL0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0760.See file dsdata.txt to determine how the superseded data were derived.
 BL0760
 BL0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ301079(NAD 83)
 BL0760_MARKER: DB = BENCH MARK DISK
 BL0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0760_STAMPING: J 502 1949
 BL0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0760+STABILITY: SURFACE MOTION
 BL0760
 BL0760  HISTORY     - Date     Condition        Report By
 BL0760  HISTORY     - 1949     MONUMENTED       CGS
 BL0760  HISTORY     - 1980     GOOD             USGS
 BL0760
 BL0760                          STATION DESCRIPTION
 BL0760
 BL0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0760'11.2 MI SE FROM LEGGETT.
 BL0760'7.1 MILES EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BL0760'RAILWAY STATION AT LEGGETT, THENCE 2.1 MILES SOUTH ALONG A DIRT ROAD,
 BL0760'THENCE 2.0 MILES SOUTHWEST ALONG A DIRT ROAD, ON THE OUTSIDE OF A
 BL0760'CURVE WITH TANGENTS LEADING SOUTHEAST AND WEST, 0.6 MILE NORTHWEST OF
 BL0760'A STEEL BRIDGE OVER BIG SANDY CREEK, 121.0 FEET NORTHEAST OF THE
 BL0760'CENTER LINE OF THE ROAD, 10.0 FEET SOUTH OF A POINT ON THE PROJECTED
 BL0760'CENTER LINE OF THE WEST TANGENT, 10.0 FEET SOUTH OF THE CENTER LINE OF
 BL0760'A WOODS ROAD LEADING EAST, 9.0 FEET WEST OF A 3-FOOT OAK WITH A
 BL0760'TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 1.4 FEET NORTHWEST OF A
 BL0760'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0760'ABOVE THE GROUND.
 BL0760
 BL0760                          STATION RECOVERY (1980)
 BL0760
 BL0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BL0760'7.25 MILES EAST ALONG FARM ROAD 942 FROM THE POST OFFICE AT LEGGETT,
 BL0760'ON THE OUTSIDE OF A CURVE WITH THE TANGENTS LEADING SOUTHEAST AND
 BL0760'WEST, 0.6 MILE NORTHWEST OF A BRIDGE OVER BIG SANDY CREEK, 121.0 FEET
 BL0760'NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 10.0 FEET SOUTH OF A
 BL0760'POINT ON THE PROJECTED CENTER LINE OF THE WEST TANGENT, 9.0 FEET WEST
 BL0760'OF A 4-FOOT OAK WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE,
 BL0760'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BL0760'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0688 ***********************************************************************
 BL0688  DESIGNATION -  J 503
 BL0688  PID         -  BL0688
 BL0688  STATE/COUNTY-  TX/TYLER
 BL0688  USGS QUAD   -  CHESTER (1984)
 BL0688
 BL0688                         *CURRENT SURVEY CONTROL
 BL0688  ___________________________________________________________________
 BL0688* NAD 83(1986)-  30 57 20.     (N)    094 34 56.     (W)     SCALED    
 BL0688* NAVD 88     -        63.46   (+/-2cm)     208.2    (feet)  VERTCON   
 BL0688  ___________________________________________________________________
 BL0688  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL0688
 BL0688  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0688
 BL0688.The horizontal coordinates were scaled from a topographic map and have
 BL0688.an estimated accuracy of +/- 6 seconds.
 BL0688
 BL0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0688.The vertical order pertains to the NGVD 29 superseded value.
 BL0688
 BL0688.The geoid height was determined by GEOID03.
 BL0688
 BL0688;                    North         East    Units  Estimated Accuracy
 BL0688;SPC TX C     - 3,157,080.    1,249,200.      MT  (+/- 180 meters Scaled)
 BL0688
 BL0688                          SUPERSEDED SURVEY CONTROL
 BL0688
 BL0688  NGVD 29 (??/??/92)   63.478  (m)          208.26   (f) ADJ UNCH    2 0
 BL0688
 BL0688.Superseded values are not recommended for survey control.
 BL0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0688.See file dsdata.txt to determine how the superseded data were derived.
 BL0688
 BL0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ488257(NAD 83)
 BL0688_MARKER: DB = BENCH MARK DISK
 BL0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0688_STAMPING: J 503 1949
 BL0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0688+STABILITY: SURFACE MOTION
 BL0688
 BL0688  HISTORY     - Date     Condition        Report By
 BL0688  HISTORY     - 1949     MONUMENTED       CGS
 BL0688
 BL0688                          STATION DESCRIPTION
 BL0688
 BL0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0688'2.0 MI N FROM CHESTER.
 BL0688'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER, AT
 BL0688'A Y-JUNCTION OF DIRT ROADS, 71.0 FEET NORTH OF THE CENTER LINE OF THE
 BL0688'EAST-WEST ROAD, 30.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 BL0688'LEADING NORTHWEST, 28.8 FEET WEST OF THE CENTER LINE OF THE SOUTHWEST
 BL0688'END OF A CONCRETE PIPE CULVERT, 1.7 MILES SOUTHWEST OF THE ENON SCHOOL
 BL0688'AND BAPTIST CHURCH, 1.2 FEET NORTHEAST OF A REFERENCE POST, SET IN THE
 BL0688'TOP OF A CONCRETE POST AND PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0600 ***********************************************************************
 BY0600  DESIGNATION -  J 504
 BY0600  PID         -  BY0600
 BY0600  STATE/COUNTY-  TX/TYLER
 BY0600  USGS QUAD   -  BOYKIN SPRING (1984)
 BY0600
 BY0600                         *CURRENT SURVEY CONTROL
 BY0600  ___________________________________________________________________
 BY0600* NAD 83(1986)-  31 00 09.     (N)    094 19 53.     (W)     SCALED    
 BY0600* NAVD 88     -        45.16   (+/-2cm)     148.2    (feet)  VERTCON   
 BY0600  ___________________________________________________________________
 BY0600  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BY0600
 BY0600  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0600
 BY0600.The horizontal coordinates were scaled from a topographic map and have
 BY0600.an estimated accuracy of +/- 6 seconds.
 BY0600
 BY0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0600.The vertical order pertains to the NGVD 29 superseded value.
 BY0600
 BY0600.The geoid height was determined by GEOID03.
 BY0600
 BY0600;                    North         East    Units  Estimated Accuracy
 BY0600;SPC TX C     - 3,163,540.    1,272,850.      MT  (+/- 180 meters Scaled)
 BY0600
 BY0600                          SUPERSEDED SURVEY CONTROL
 BY0600
 BY0600  NGVD 29 (??/??/92)   45.166  (m)          148.18   (f) ADJ UNCH    2 0
 BY0600
 BY0600.Superseded values are not recommended for survey control.
 BY0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0600.See file dsdata.txt to determine how the superseded data were derived.
 BY0600
 BY0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ728306(NAD 83)
 BY0600_MARKER: DB = BENCH MARK DISK
 BY0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0600_STAMPING: J 504 1949
 BY0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0600+STABILITY: SURFACE MOTION
 BY0600
 BY0600  HISTORY     - Date     Condition        Report By
 BY0600  HISTORY     - 1949     MONUMENTED       CGS
 BY0600
 BY0600                          STATION DESCRIPTION
 BY0600
 BY0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0600'3.8 MI E FROM ROCKLAND.
 BY0600'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BY0600'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BY0600'DIRT ROAD, THENCE 0.8 MILE SOUTHEAST ALONG A DIRT ROAD, 244 FEET
 BY0600'NORTHWEST OF BENCH MARK D 504, 56 FEET SOUTH OF THE CENTER LINE OF THE
 BY0600'ROAD, 51 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 BY0600'LEADING SOUTHEAST, 1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 BY0600'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0633 ***********************************************************************
 BL0633  DESIGNATION -  J 505
 BL0633  PID         -  BL0633
 BL0633  STATE/COUNTY-  TX/TYLER
 BL0633  USGS QUAD   -  CHESTER (1984)
 BL0633
 BL0633                         *CURRENT SURVEY CONTROL
 BL0633  ___________________________________________________________________
 BL0633* NAD 83(1986)-  30 58 30.     (N)    094 36 00.     (W)     SCALED    
 BL0633* NAVD 88     -        72.86   (+/-2cm)     239.0    (feet)  VERTCON   
 BL0633  ___________________________________________________________________
 BL0633  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL0633
 BL0633  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0633
 BL0633.The horizontal coordinates were scaled from a topographic map and have
 BL0633.an estimated accuracy of +/- 6 seconds.
 BL0633
 BL0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0633.The vertical order pertains to the NGVD 29 superseded value.
 BL0633
 BL0633.The geoid height was determined by GEOID03.
 BL0633
 BL0633;                    North         East    Units  Estimated Accuracy
 BL0633;SPC TX C     - 3,159,150.    1,247,390.      MT  (+/- 180 meters Scaled)
 BL0633
 BL0633                          SUPERSEDED SURVEY CONTROL
 BL0633
 BL0633  NGVD 29 (??/??/92)   72.874  (m)          239.09   (f) ADJ UNCH    2 0
 BL0633
 BL0633.Superseded values are not recommended for survey control.
 BL0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0633.See file dsdata.txt to determine how the superseded data were derived.
 BL0633
 BL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ472279(NAD 83)
 BL0633_MARKER: DB = BENCH MARK DISK
 BL0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0633_STAMPING: J 505 1949
 BL0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0633+STABILITY: SURFACE MOTION
 BL0633
 BL0633  HISTORY     - Date     Condition        Report By
 BL0633  HISTORY     - 1949     MONUMENTED       CGS
 BL0633  HISTORY     - 1987     GOOD             USPSQD
 BL0633
 BL0633                          STATION DESCRIPTION
 BL0633
 BL0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0633'4.15 MI NW FROM CHESTER.
 BL0633'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BL0633'THENCE 2.15 MILES NORTHWEST ALONG A DIRT ROAD, AT A Y-JUNCTION OF DIRT
 BL0633'ROADS, AT A CATTLE GUARD, 82.0 FEET NORTHEAST OF THE CENTER LINE OF
 BL0633'THE ROAD LEADING NORTHWEST, 26.0 FEET WEST OF THE CENTER LINE OF THE
 BL0633'ROAD LEADING NORTH, 35.0 FEET NORTHWEST OF THE CENTER LINE OF A GATE,
 BL0633'1.2 FEET NORTHEAST OF A FENCE, 1.3 FEET SOUTHEAST OF A REFERENCE POST,
 BL0633'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 BL0633'GROUND.
 BL0633
 BL0633                          STATION RECOVERY (1987)
 BL0633
 BL0633'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 BL0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0670 ***********************************************************************
 BL0670  DESIGNATION -  J 506
 BL0670  PID         -  BL0670
 BL0670  STATE/COUNTY-  TX/TYLER
 BL0670  USGS QUAD   -  CHESTER (1984)
 BL0670
 BL0670                         *CURRENT SURVEY CONTROL
 BL0670  ___________________________________________________________________
 BL0670* NAD 83(1986)-  30 54 00.     (N)    094 34 30.     (W)     SCALED    
 BL0670* NAVD 88     -        71.38   (+/-2cm)     234.2    (feet)  VERTCON   
 BL0670  ___________________________________________________________________
 BL0670  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL0670
 BL0670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0670
 BL0670.The horizontal coordinates were scaled from a topographic map and have
 BL0670.an estimated accuracy of +/- 6 seconds.
 BL0670
 BL0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0670.The vertical order pertains to the NGVD 29 superseded value.
 BL0670
 BL0670.The geoid height was determined by GEOID03.
 BL0670
 BL0670;                    North         East    Units  Estimated Accuracy
 BL0670;SPC TX C     - 3,150,970.    1,250,210.      MT  (+/- 180 meters Scaled)
 BL0670
 BL0670                          SUPERSEDED SURVEY CONTROL
 BL0670
 BL0670  NGVD 29 (??/??/92)   71.382  (m)          234.19   (f) ADJ UNCH    2 0
 BL0670
 BL0670.Superseded values are not recommended for survey control.
 BL0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0670.See file dsdata.txt to determine how the superseded data were derived.
 BL0670
 BL0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ494195(NAD 83)
 BL0670_MARKER: DB = BENCH MARK DISK
 BL0670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0670_SP_SET: BRIDGE
 BL0670_STAMPING: J 506 1949
 BL0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0670
 BL0670  HISTORY     - Date     Condition        Report By
 BL0670  HISTORY     - 1949     MONUMENTED       CGS
 BL0670  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BL0670
 BL0670                          STATION DESCRIPTION
 BL0670
 BL0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0670'2.3 MI SE FROM CHESTER.
 BL0670'2.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0670'AT CHESTER, SET IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 BL0670'2-CHANNEL BRIDGE, NO. S 19.T50, ABOUT 0.1 MILE SOUTHEAST OF A COUNTRY
 BL0670'STORE ON THE SOUTHWEST SIDE OF THE HIGHWAY, 0.2 MILE NORTHWEST OF A
 BL0670'SIDE ROAD LEADING SOUTH TO THE GULF OIL CO. CHESTER PUMPING STATION,
 BL0670'15.7 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT
 BL0670'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL, ABOUT 1.0 FOOT ABOVE
 BL0670'ROAD LEVEL.
 BL0670
 BL0670                          STATION RECOVERY (1989)
 BL0670
 BL0670'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BL0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0599 ***********************************************************************
 BL0599  DESIGNATION -  J 507
 BL0599  PID         -  BL0599
 BL0599  STATE/COUNTY-  TX/POLK
 BL0599  USGS QUAD   -  HORTENSE (1984)
 BL0599
 BL0599                         *CURRENT SURVEY CONTROL
 BL0599  ___________________________________________________________________
 BL0599* NAD 83(1986)-  30 49 26.     (N)    094 39 17.     (W)     SCALED    
 BL0599* NAVD 88     -       127.11   (+/-2cm)     417.0    (feet)  VERTCON   
 BL0599  ___________________________________________________________________
 BL0599  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0599
 BL0599  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0599
 BL0599.The horizontal coordinates were scaled from a topographic map and have
 BL0599.an estimated accuracy of +/- 6 seconds.
 BL0599
 BL0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0599.The vertical order pertains to the NGVD 29 superseded value.
 BL0599
 BL0599.The geoid height was determined by GEOID03.
 BL0599
 BL0599;                    North         East    Units  Estimated Accuracy
 BL0599;SPC TX C     - 3,142,150.    1,243,030.      MT  (+/- 180 meters Scaled)
 BL0599
 BL0599                          SUPERSEDED SURVEY CONTROL
 BL0599
 BL0599  NGVD 29 (??/??/92)  127.114  (m)          417.04   (f) ADJ UNCH    2 0
 BL0599
 BL0599.Superseded values are not recommended for survey control.
 BL0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0599.See file dsdata.txt to determine how the superseded data were derived.
 BL0599
 BL0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ417112(NAD 83)
 BL0599_MARKER: DB = BENCH MARK DISK
 BL0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0599_STAMPING: J 507 1949
 BL0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0599+STABILITY: SURFACE MOTION
 BL0599
 BL0599  HISTORY     - Date     Condition        Report By
 BL0599  HISTORY     - 1949     MONUMENTED       CGS
 BL0599
 BL0599                          STATION DESCRIPTION
 BL0599
 BL0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0599'12.45 MI SW FROM CHESTER.
 BL0599'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0599'AT CHESTER, THENCE 8.25 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.9
 BL0599'MILE EAST ALONG A DIRT ROAD, THENCE 2.0 MILES SOUTH ALONG A WOODS
 BL0599'ROAD, 0.4 MILE NORTHWEST ALONG AN OLD ROAD FROM THE CARTER LUMBER
 BL0599'TRAM, IN THE EAST QUARTER OF A ROAD CROSSING, 29.0 FEET NORTHEAST OF
 BL0599'THE CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD, 18.0 FEET SOUTHEAST
 BL0599'OF THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 17.5 FEET NORTH OF
 BL0599'A 20-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE
 BL0599'TREE, 6.0 FEET SOUTHWEST OF A 20-INCH PINE WITH A TRIANGULAR BLAZE ON
 BL0599'THE NORTHWEST SIDE OF THE TREE, 1.1 FEET WEST OF A REFERENCE POST, SET
 BL0599'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0338 ***********************************************************************
 BY0338  DESIGNATION -  J 508
 BY0338  PID         -  BY0338
 BY0338  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0338  USGS QUAD   -  BROADDUS (1984)
 BY0338
 BY0338                         *CURRENT SURVEY CONTROL
 BY0338  ___________________________________________________________________
 BY0338* NAD 83(1986)-  31 21 00.     (N)    094 17 03.     (W)     SCALED    
 BY0338* NAVD 88     -        81.51   (+/-2cm)     267.4    (feet)  VERTCON   
 BY0338  ___________________________________________________________________
 BY0338  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0338
 BY0338  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0338
 BY0338.The horizontal coordinates were scaled from a topographic map and have
 BY0338.an estimated accuracy of +/- 6 seconds.
 BY0338
 BY0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0338.The vertical order pertains to the NGVD 29 superseded value.
 BY0338
 BY0338.The geoid height was determined by GEOID03.
 BY0338
 BY0338;                    North         East    Units  Estimated Accuracy
 BY0338;SPC TX C     - 3,202,250.    1,275,260.      MT  (+/- 180 meters Scaled)
 BY0338
 BY0338                          SUPERSEDED SURVEY CONTROL
 BY0338
 BY0338  NGVD 29 (??/??/92)   81.537  (m)          267.51   (f) ADJ UNCH    2 0
 BY0338
 BY0338.Superseded values are not recommended for survey control.
 BY0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0338.See file dsdata.txt to determine how the superseded data were derived.
 BY0338
 BY0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ778691(NAD 83)
 BY0338_MARKER: DB = BENCH MARK DISK
 BY0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0338_STAMPING: J 508 1949
 BY0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0338+STABILITY: SURFACE MOTION
 BY0338
 BY0338  HISTORY     - Date     Condition        Report By
 BY0338  HISTORY     - 1949     MONUMENTED       CGS
 BY0338
 BY0338                          STATION DESCRIPTION
 BY0338
 BY0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0338'3.7 MI N FROM BROADDUS.
 BY0338'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0338'BROADDUS, THENCE 3.25 MILES NORTH ALONG A GRADED DIRT ROAD, 44 FEET
 BY0338'EAST OF THE CENTER LINE OF THE ROAD, 8.6 FEET NORTHEAST OF A 12 INCH
 BY0338'TRIANGULAR BLAZED PINE TREE, 1.7 FEET WEST OF A WITNESS POST, SET IN
 BY0338'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0513 ***********************************************************************
 BY0513  DESIGNATION -  J 509
 BY0513  PID         -  BY0513
 BY0513  STATE/COUNTY-  TX/NACOGDOCHES
 BY0513  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0513
 BY0513                         *CURRENT SURVEY CONTROL
 BY0513  ___________________________________________________________________
 BY0513* NAD 83(1986)-  31 17 36.     (N)    094 23 10.     (W)     SCALED    
 BY0513* NAVD 88     -        42.89   (+/-2cm)     140.7    (feet)  VERTCON   
 BY0513  ___________________________________________________________________
 BY0513  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BY0513
 BY0513  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0513
 BY0513.The horizontal coordinates were scaled from a topographic map and have
 BY0513.an estimated accuracy of +/- 6 seconds.
 BY0513
 BY0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0513.The vertical order pertains to the NGVD 29 superseded value.
 BY0513
 BY0513.The geoid height was determined by GEOID03.
 BY0513
 BY0513;                    North         East    Units  Estimated Accuracy
 BY0513;SPC TX C     - 3,195,460.    1,265,910.      MT  (+/- 180 meters Scaled)
 BY0513
 BY0513                          SUPERSEDED SURVEY CONTROL
 BY0513
 BY0513  NGVD 29 (??/??/92)   42.927  (m)          140.84   (f) ADJ UNCH    2 0
 BY0513
 BY0513.Superseded values are not recommended for survey control.
 BY0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0513.See file dsdata.txt to determine how the superseded data were derived.
 BY0513
 BY0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ680629(NAD 83)
 BY0513_MARKER: DB = BENCH MARK DISK
 BY0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0513_STAMPING: J 509 1949
 BY0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0513+STABILITY: SURFACE MOTION
 BY0513
 BY0513  HISTORY     - Date     Condition        Report By
 BY0513  HISTORY     - 1949     MONUMENTED       CGS
 BY0513  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0513
 BY0513                          STATION DESCRIPTION
 BY0513
 BY0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0513'8.35 MI SE FROM ETOILE.
 BY0513'6.55 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0513'ETOILE, THENCE 1.8 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, AT THE
 BY0513'ANGELINA RIVER BRIDGE, 227.0 FEET NORTH OF THE NORTHEAST END OF THE
 BY0513'RIVER BRIDGE, 167.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 BY0513'68.0 FEET NORTHEAST OF THE RIVER BANK, 49.0 FEET NORTHEAST OF THE
 BY0513'CENTER LINE OF A ROAD LEADING NORTHWEST ALONG THE RIVER, 25.0 FEET
 BY0513'SOUTHWEST OF A 24-INCH TWIN GUM WITH A TRIANGULAR BLAZE ON THE
 BY0513'SOUTHEAST SIDE OF THE TREE, 1.3 FEET NORTHEAST OF A REFERENCE POST,
 BY0513'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 BY0513'GROUND.
 BY0513
 BY0513                          STATION RECOVERY (1998)
 BY0513
 BY0513'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0075 ***********************************************************************
 AB0075  DESIGNATION -  J 51
 AB0075  PID         -  AB0075
 AB0075  STATE/COUNTY-  TX/CAMERON
 AB0075  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0075
 AB0075                         *CURRENT SURVEY CONTROL
 AB0075  ___________________________________________________________________
 AB0075* NAD 83(1986)-  25 57 54.     (N)    097 12 54.     (W)     SCALED    
 AB0075* NAVD 88     -         1.379  (meters)       4.52   (feet)  ADJUSTED  
 AB0075  ___________________________________________________________________
 AB0075  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 AB0075  DYNAMIC HT  -           1.376 (meters)       4.51  (feet)  COMP
 AB0075  MODELED GRAV-     979,060.0   (mgal)                       NAVD 88
 AB0075
 AB0075  VERT ORDER  -  SECOND    CLASS 0
 AB0075
 AB0075.The horizontal coordinates were scaled from a topographic map and have
 AB0075.an estimated accuracy of +/- 6 seconds.
 AB0075
 AB0075.The orthometric height was determined by differential leveling
 AB0075.and adjusted by the National Geodetic Survey in June 1991..
 AB0075
 AB0075.The geoid height was determined by GEOID03.
 AB0075
 AB0075.The dynamic height is computed by dividing the NAVD 88
 AB0075.geopotential number by the normal gravity value computed on the
 AB0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0075.degrees latitude (g = 980.6199 gals.).
 AB0075
 AB0075.The modeled gravity was interpolated from observed gravity values.
 AB0075
 AB0075;                    North         East    Units  Estimated Accuracy
 AB0075;SPC TX S     - 5,033,710.      428,690.      MT  (+/- 180 meters Scaled)
 AB0075
 AB0075                          SUPERSEDED SURVEY CONTROL
 AB0075
 AB0075  NGVD 29 (??/??/92)    1.477  (m)            4.85   (f) ADJ UNCH    2 0
 AB0075
 AB0075.Superseded values are not recommended for survey control.
 AB0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0075.See file dsdata.txt to determine how the superseded data were derived.
 AB0075
 AB0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP787730(NAD 83)
 AB0075_MARKER: DD = SURVEY DISK
 AB0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0075_STAMPING: J 51 4.75
 AB0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0075+STABILITY: SURFACE MOTION
 AB0075
 AB0075  HISTORY     - Date     Condition        Report By
 AB0075  HISTORY     - UNK      MONUMENTED
 AB0075  HISTORY     - 1942     GOOD             NGS
 AB0075  HISTORY     - 1949     GOOD             NGS
 AB0075
 AB0075                          STATION DESCRIPTION
 AB0075
 AB0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0075'19.5 MI NE FROM BROWNSVILLE.
 AB0075'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0075'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0075'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLEGUARD, CONTINUE
 AB0075'ON STATE HIGHWAY NUMBER 4, GO 10.4 MILES TO THE ARMY RIFLE RANGE,
 AB0075'CONTINUE ON PAVED HIGHWAY AND GO 1.0 MILE TO SITE OF BENCH MARK. BENCH
 AB0075'MARK IS NEAR THE WEST END OF A CURVE, IT IS 51 FEET NORTH OF AND ABOUT
 AB0075'THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  AND 3.0 FEET
 AB0075'EAST OF A 4 BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 1.0 FOOT.
 AB0075
 AB0075                          STATION RECOVERY (1949)
 AB0075
 AB0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0183 ***********************************************************************
 AM0183  DESIGNATION -  J 51
 AM0183  PID         -  AM0183
 AM0183  STATE/COUNTY-  TX/MATAGORDA
 AM0183  USGS QUAD   -  BAY CITY (1972)
 AM0183
 AM0183                         *CURRENT SURVEY CONTROL
 AM0183  ___________________________________________________________________
 AM0183* NAD 83(1986)-  28 58 47.     (N)    095 58 10.     (W)     SCALED    
 AM0183* NAVD 88     -        17.16   (+/-2cm)      56.3    (feet)  VERTCON   
 AM0183  ___________________________________________________________________
 AM0183  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AM0183
 AM0183  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0183
 AM0183.The horizontal coordinates were scaled from a topographic map and have
 AM0183.an estimated accuracy of +/- 6 seconds.
 AM0183
 AM0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0183.The vertical order pertains to the NGVD 29 superseded value.
 AM0183
 AM0183.The geoid height was determined by GEOID03.
 AM0183
 AM0183;                    North         East    Units  Estimated Accuracy
 AM0183;SPC TXSC     - 4,130,880.      895,280.      MT  (+/- 180 meters Scaled)
 AM0183
 AM0183                          SUPERSEDED SURVEY CONTROL
 AM0183
 AM0183  NGVD 29 (??/??/92)   17.190  (m)           56.40   (f) ADJ UNCH    1 1
 AM0183
 AM0183.Superseded values are not recommended for survey control.
 AM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0183.See file dsdata.txt to determine how the superseded data were derived.
 AM0183
 AM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN106093(NAD 83)
 AM0183_MARKER: DB = BENCH MARK DISK
 AM0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0183_SP_SET: BUILDING
 AM0183_STAMPING: J 51 1918 ELEV. 57.293 FT.
 AM0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0183+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AM0183
 AM0183  HISTORY     - Date     Condition        Report By
 AM0183  HISTORY     - 1918     MONUMENTED       CGS
 AM0183  HISTORY     - 1972     GOOD             NGS
 AM0183  HISTORY     - 19910630 GOOD             USPSQD
 AM0183  HISTORY     - 19961119 GOOD             USPSQD
 AM0183  HISTORY     - 20041118 GOOD             USPSQD
 AM0183  HISTORY     - 20060312 GOOD             USPSQD
 AM0183
 AM0183                          STATION DESCRIPTION
 AM0183
 AM0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0183'IN BAY CITY.
 AM0183'AT BAY CITY, AT THE NORTHEAST CORNER OF THE INTERSECTION OF AVENUE F
 AM0183'AND FOURTH STREET, SET VERTICALLY IN THE WEST FACE OF THE BRICK WALL
 AM0183'OF THE FIRST BAPTIST CHURCH, 1.0 FOOT SOUTH OF THE NORTHWEST CORNER OF
 AM0183'THE BUILDING, 23.8 FEET WEST OF THE WEST CURB OF THE AVENUE, 132.6
 AM0183'FEET NORTH OF THE NORTH CURB OF THE STREET, 1.0 FOOT SOUTH OF THE
 AM0183'SOUTH EDGE OF A SIDEWALK, ABOUT 4 1/2 FEET HIGHER THAN THE AVENUE AND
 AM0183'4.0 FEET ABOVE THE GROUND.
 AM0183
 AM0183                          STATION RECOVERY (1991)
 AM0183
 AM0183'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AM0183'RECOVERED IN GOOD CONDITION.
 AM0183
 AM0183                          STATION RECOVERY (1996)
 AM0183
 AM0183'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0183'RECOVERED IN GOOD CONDITION.
 AM0183
 AM0183                          STATION RECOVERY (2004)
 AM0183
 AM0183'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0183'RECOVERED IN GOOD CONDITION.
 AM0183
 AM0183                          STATION RECOVERY (2006)
 AM0183
 AM0183'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0183'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0453 ***********************************************************************
 AY0453  DESIGNATION -  J 510
 AY0453  PID         -  AY0453
 AY0453  STATE/COUNTY-  TX/BEXAR
 AY0453  USGS QUAD   -  SOUTHTON (1992)
 AY0453
 AY0453                         *CURRENT SURVEY CONTROL
 AY0453  ___________________________________________________________________
 AY0453* NAD 83(1986)-  29 16 15.     (N)    098 27 29.     (W)     SCALED    
 AY0453* NAVD 88     -       157.770  (meters)     517.62   (feet)  ADJUSTED  
 AY0453  ___________________________________________________________________
 AY0453  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AY0453  DYNAMIC HT  -         157.542 (meters)     516.87  (feet)  COMP
 AY0453  MODELED GRAV-     979,192.7   (mgal)                       NAVD 88
 AY0453
 AY0453  VERT ORDER  -  FIRST     CLASS II
 AY0453
 AY0453.The horizontal coordinates were scaled from a topographic map and have
 AY0453.an estimated accuracy of +/- 6 seconds.
 AY0453
 AY0453.The orthometric height was determined by differential leveling
 AY0453.and adjusted by the National Geodetic Survey in June 1991..
 AY0453
 AY0453.The geoid height was determined by GEOID03.
 AY0453
 AY0453.The dynamic height is computed by dividing the NAVD 88
 AY0453.geopotential number by the normal gravity value computed on the
 AY0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0453.degrees latitude (g = 980.6199 gals.).
 AY0453
 AY0453.The modeled gravity was interpolated from observed gravity values.
 AY0453
 AY0453;                    North         East    Units  Estimated Accuracy
 AY0453;SPC TXSC     - 4,159,440.      652,660.      MT  (+/- 180 meters Scaled)
 AY0453
 AY0453                          SUPERSEDED SURVEY CONTROL
 AY0453
 AY0453  NGVD 29 (??/??/92)  157.679  (m)          517.32   (f) ADJ UNCH    1 2
 AY0453
 AY0453.Superseded values are not recommended for survey control.
 AY0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0453.See file dsdata.txt to determine how the superseded data were derived.
 AY0453
 AY0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT526381(NAD 83)
 AY0453_MARKER: DB = BENCH MARK DISK
 AY0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0453_STAMPING: J 510 1953
 AY0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0453+STABILITY: SURFACE MOTION
 AY0453
 AY0453  HISTORY     - Date     Condition        Report By
 AY0453  HISTORY     - 1953     MONUMENTED       CGS
 AY0453  HISTORY     - 19861126 MARK NOT FOUND   USGS
 AY0453  HISTORY     - 19990412 MARK NOT FOUND   USPSQD
 AY0453
 AY0453                          STATION DESCRIPTION
 AY0453
 AY0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0453'4.0 MI SW FROM SOUTHTON.
 AY0453'4.0 MILES SOUTHWEST ALONG BLUE WING ROAD FROM THE POST OFFICE AT
 AY0453'SOUTHTON, 0.2 MILE NORTHEAST OF AN INTERSECTION WITH SOUTH FLORES
 AY0453'ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 41 FEET EAST OF
 AY0453'THE CENTER LINE OF A PRIVATE DRIVEWAY.  5 FEET EAST OF A POWER POLE, 2
 AY0453'FEET NORTH OF A FENCE, 2.6 FEET WEST OF A WITNESS POST, SET IN THE TOP
 AY0453'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0453
 AY0453                          STATION RECOVERY (1986)
 AY0453
 AY0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY0453'MARK NOT FOUND.
 AY0453
 AY0453                          STATION RECOVERY (1999)
 AY0453
 AY0453'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0060 ***********************************************************************
 FM0060  DESIGNATION -  J 511
 FM0060  PID         -  FM0060
 FM0060  STATE/COUNTY-  TX/MOORE
 FM0060  USGS QUAD   -  STALLWITZ LAKE NE (1965)
 FM0060
 FM0060                         *CURRENT SURVEY CONTROL
 FM0060  ___________________________________________________________________
 FM0060* NAD 83(1986)-  35 55 26.     (N)    102 06 21.     (W)     SCALED    
 FM0060* NAVD 88     -      1141.258  (meters)    3744.28   (feet)  POSTED    
 FM0060  ___________________________________________________________________
 FM0060  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 FM0060  DYNAMIC HT  -        1139.930 (meters)    3739.92  (feet)  COMP
 FM0060  MODELED GRAV-     979,433.2   (mgal)                       NAVD 88
 FM0060
 FM0060  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FM0060
 FM0060.The horizontal coordinates were scaled from a topographic map and have
 FM0060.an estimated accuracy of +/- 6 seconds.
 FM0060
 FM0060.The orthometric height was determined by differential leveling
 FM0060.and adjusted by the National Geodetic Survey in 1992..
 FM0060.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FM0060.rate of 4.1 thru 8.0 mm/km.
 FM0060
 FM0060.The geoid height was determined by GEOID03.
 FM0060
 FM0060.The dynamic height is computed by dividing the NAVD 88
 FM0060.geopotential number by the normal gravity value computed on the
 FM0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0060.degrees latitude (g = 980.6199 gals.).
 FM0060
 FM0060.The modeled gravity was interpolated from observed gravity values.
 FM0060
 FM0060;                    North         East    Units  Estimated Accuracy
 FM0060;SPC TX N     - 1,213,600.      145,330.      MT  (+/- 180 meters Scaled)
 FM0060
 FM0060                          SUPERSEDED SURVEY CONTROL
 FM0060
 FM0060  NGVD 29 (??/??/92) 1140.672  (m)         3742.35   (f) ADJ UNCH    2 0
 FM0060
 FM0060.Superseded values are not recommended for survey control.
 FM0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0060.See file dsdata.txt to determine how the superseded data were derived.
 FM0060
 FM0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV611793(NAD 83)
 FM0060_MARKER: DB = BENCH MARK DISK
 FM0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0060_STAMPING: J 511 1935
 FM0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0060+STABILITY: SURFACE MOTION
 FM0060
 FM0060  HISTORY     - Date     Condition        Report By
 FM0060  HISTORY     - 1935     MONUMENTED       CGS
 FM0060  HISTORY     - 1952     MARK NOT FOUND   NGS
 FM0060
 FM0060                          STATION DESCRIPTION
 FM0060
 FM0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0060'11.6 MI NW FROM DUMAS.
 FM0060'TO REACH FROM DUMAS COURTHOUSE GO 0.4 MILE NORTH, THENCE 7.2 MILES
 FM0060'WEST, THENCE 4.0 MILES NORTH, ALONG GRADED ROADS.  2.0 MILES SOUTH OF
 FM0060'ROAD JUNCTION, 0.7 MILE NORTH OF RANCH HOUSE.  28.2 FEET WEST OF
 FM0060'CENTERLINE OF ROAD, AND 4.3 FEET SOUTHWEST OF CORNER POST.
 FM0060
 FM0060                          STATION RECOVERY (1952)
 FM0060
 FM0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 FM0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0050 ***********************************************************************
 FM0050  DESIGNATION -  J 512 RESET 1949
 FM0050  PID         -  FM0050
 FM0050  STATE/COUNTY-  TX/HARTLEY
 FM0050  USGS QUAD   -  MORAN RANCH (1963)
 FM0050
 FM0050                         *CURRENT SURVEY CONTROL
 FM0050  ___________________________________________________________________
 FM0050* NAD 83(1986)-  35 58 57.     (N)    102 14 55.     (W)     SCALED    
 FM0050* NAVD 88     -      1174.716  (meters)    3854.05   (feet)  ADJUSTED  
 FM0050  ___________________________________________________________________
 FM0050  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 FM0050  DYNAMIC HT  -        1173.352 (meters)    3849.57  (feet)  COMP
 FM0050  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 FM0050
 FM0050  VERT ORDER  -  SECOND    CLASS 0
 FM0050
 FM0050.The horizontal coordinates were scaled from a topographic map and have
 FM0050.an estimated accuracy of +/- 6 seconds.
 FM0050
 FM0050.The orthometric height was determined by differential leveling
 FM0050.and adjusted by the National Geodetic Survey in June 1991..
 FM0050
 FM0050.The geoid height was determined by GEOID03.
 FM0050
 FM0050.The dynamic height is computed by dividing the NAVD 88
 FM0050.geopotential number by the normal gravity value computed on the
 FM0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0050.degrees latitude (g = 980.6199 gals.).
 FM0050
 FM0050.The modeled gravity was interpolated from observed gravity values.
 FM0050
 FM0050;                    North         East    Units  Estimated Accuracy
 FM0050;SPC TX N     - 1,220,190.      132,490.      MT  (+/- 180 meters Scaled)
 FM0050
 FM0050                          SUPERSEDED SURVEY CONTROL
 FM0050
 FM0050  NGVD 29 (??/??/92) 1174.16   (m)         3852.2    (f) COMPUTED    2 0
 FM0050
 FM0050.Superseded values are not recommended for survey control.
 FM0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0050.See file dsdata.txt to determine how the superseded data were derived.
 FM0050
 FM0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV480855(NAD 83)
 FM0050_MARKER: DB = BENCH MARK DISK
 FM0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0050_STAMPING: J 512 RESET 1949
 FM0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0050+STABILITY: SURFACE MOTION
 FM0050
 FM0050  HISTORY     - Date     Condition        Report By
 FM0050  HISTORY     - 1949     MONUMENTED       CGS
 FM0050  HISTORY     - 1952     GOOD             NGS
 FM0050
 FM0050                          STATION DESCRIPTION
 FM0050
 FM0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0050'17.3 MI NE FROM HARTLEY.
 FM0050'9.2 MILES EAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT HARTLEY,
 FM0050'THENCE 2.0 MILES NORTH ALONG A PRIVATE ROAD, THENCE 1.0 MILE NORTH
 FM0050'ACROSS A CULTIVATED FIELD, THENCE 2.1 MILES NORTH ALONG A NORTH AND
 FM0050'SOUTH FENCE, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD, 56 FEET
 FM0050'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD.  23 FEET WEST OF A
 FM0050'NORTH AND SOUTH FENCE, 1.2 FEET NORTH OF A FENCE LEADING WEST, 2 FEET
 FM0050'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FM0050'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0170 ***********************************************************************
 GL0170  DESIGNATION -  J 513
 GL0170  PID         -  GL0170
 GL0170  STATE/COUNTY-  TX/MOORE
 GL0170  USGS QUAD   -  CACTUS WEST (1965)
 GL0170
 GL0170                         *CURRENT SURVEY CONTROL
 GL0170  ___________________________________________________________________
 GL0170* NAD 83(1986)-  36 01 32.     (N)    102 07 23.     (W)     SCALED    
 GL0170* NAVD 88     -      1140.939  (meters)    3743.23   (feet)  ADJUSTED  
 GL0170  ___________________________________________________________________
 GL0170  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 GL0170  DYNAMIC HT  -        1139.630 (meters)    3738.94  (feet)  COMP
 GL0170  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 GL0170
 GL0170  VERT ORDER  -  SECOND    CLASS 0
 GL0170
 GL0170.The horizontal coordinates were scaled from a topographic map and have
 GL0170.an estimated accuracy of +/- 6 seconds.
 GL0170
 GL0170.The orthometric height was determined by differential leveling
 GL0170.and adjusted by the National Geodetic Survey in June 1991..
 GL0170
 GL0170.The geoid height was determined by GEOID03.
 GL0170
 GL0170.The dynamic height is computed by dividing the NAVD 88
 GL0170.geopotential number by the normal gravity value computed on the
 GL0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0170.degrees latitude (g = 980.6199 gals.).
 GL0170
 GL0170.The modeled gravity was interpolated from observed gravity values.
 GL0170
 GL0170;                    North         East    Units  Estimated Accuracy
 GL0170;SPC TX N     - 1,224,890.      143,840.      MT  (+/- 180 meters Scaled)
 GL0170
 GL0170                          SUPERSEDED SURVEY CONTROL
 GL0170
 GL0170  NGVD 29 (??/??/92) 1140.39   (m)         3741.4    (f) COMPUTED    2 0
 GL0170
 GL0170.Superseded values are not recommended for survey control.
 GL0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0170.See file dsdata.txt to determine how the superseded data were derived.
 GL0170
 GL0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV592906(NAD 83)
 GL0170_MARKER: DB = BENCH MARK DISK
 GL0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0170_STAMPING: J 513 1935
 GL0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0170+STABILITY: SURFACE MOTION
 GL0170
 GL0170  HISTORY     - Date     Condition        Report By
 GL0170  HISTORY     - 1935     MONUMENTED       CGS
 GL0170  HISTORY     - 1952     GOOD             NGS
 GL0170  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0170
 GL0170                          STATION DESCRIPTION
 GL0170
 GL0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GL0170'20.0 MI NW FROM DUMAS.
 GL0170'0.5 MILE NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE COURTHOUSE AT
 GL0170'DUMAS, THENCE 7.5 MILES WEST ALONG U.S. HIGHWAY 87, THENCE 7.0 MILES
 GL0170'NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRADED
 GL0170'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A FENCE, THENCE 1.0 MILE NORTH
 GL0170'ACROSS A CULTIVATED FIELD, THENCE 1.0 MILE NORTH ALONG A PRIVATE TRACK
 GL0170'ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, AT THE CROSSING
 GL0170'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAIKROAD, 440 FEET SOUTH OF
 GL0170'THE SOUTH RAIL, 34 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 GL0170'ROAD, 4.5 FEET NORTHEAST OF A FENCE CORNER.  3.2 FEET NORTH OF A
 GL0170'FENCE, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0170'POST WHICH IS 1.0 FOOT BELOW THE TOP OF THE GROUND.
 GL0170
 GL0170                          STATION RECOVERY (1965)
 GL0170
 GL0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1490 ***********************************************************************
 FL1490  DESIGNATION -  J 516
 FL1490  PID         -  FL1490
 FL1490  STATE/COUNTY-  TX/MOORE
 FL1490  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1490
 FL1490                         *CURRENT SURVEY CONTROL
 FL1490  ___________________________________________________________________
 FL1490* NAD 83(1986)-  35 51 11.     (N)    101 58 54.     (W)     SCALED    
 FL1490* NAVD 88     -      1118.311  (meters)    3668.99   (feet)  ADJUSTED  
 FL1490  ___________________________________________________________________
 FL1490  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1490  DYNAMIC HT  -        1117.013 (meters)    3664.73  (feet)  COMP
 FL1490  MODELED GRAV-     979,433.9   (mgal)                       NAVD 88
 FL1490
 FL1490  VERT ORDER  -  SECOND    CLASS 0
 FL1490
 FL1490.The horizontal coordinates were scaled from a topographic map and have
 FL1490.an estimated accuracy of +/- 6 seconds.
 FL1490
 FL1490.The orthometric height was determined by differential leveling
 FL1490.and adjusted by the National Geodetic Survey in June 1991..
 FL1490
 FL1490.The geoid height was determined by GEOID03.
 FL1490
 FL1490.The dynamic height is computed by dividing the NAVD 88
 FL1490.geopotential number by the normal gravity value computed on the
 FL1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1490.degrees latitude (g = 980.6199 gals.).
 FL1490
 FL1490.The modeled gravity was interpolated from observed gravity values.
 FL1490
 FL1490;                    North         East    Units  Estimated Accuracy
 FL1490;SPC TX N     - 1,205,680.      156,490.      MT  (+/- 180 meters Scaled)
 FL1490
 FL1490                          SUPERSEDED SURVEY CONTROL
 FL1490
 FL1490  NGVD 29 (??/??/92) 1117.749  (m)         3667.15   (f) ADJ UNCH    2 0
 FL1490
 FL1490.Superseded values are not recommended for survey control.
 FL1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1490.See file dsdata.txt to determine how the superseded data were derived.
 FL1490
 FL1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE307717(NAD 83)
 FL1490_MARKER: DB = BENCH MARK DISK
 FL1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1490_STAMPING: J 516 1935
 FL1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1490+STABILITY: SURFACE MOTION
 FL1490
 FL1490  HISTORY     - Date     Condition        Report By
 FL1490  HISTORY     - 1935     MONUMENTED       CGS
 FL1490  HISTORY     - 1943     GOOD             NGS
 FL1490  HISTORY     - 1962     MARK NOT FOUND   LOCENG
 FL1490  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 FL1490
 FL1490                          STATION DESCRIPTION
 FL1490
 FL1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1490'IN DUMAS.
 FL1490'AT DUMAS, SET IN THE NORTHEAST QUARTER OF THE FIRST RAILROAD CROSSING
 FL1490'SOUTH OF THE SANTA FE RAILWAY STATION.  6 POLES SOUTH OF MILE POST
 FL1490'NUMBER 52, 56 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 52 FEET
 FL1490'NORTH OF THE CENTER-LINE OF THE DIRT ROAD, 14 FEET WEST OF THE CENTER
 FL1490'OF RAILROAD BUILDING NUMBER 1, 7.0 FEET NORTH OF THE WOODEN CORNER
 FL1490'FENCE POST.  1.5 FEET WEST OF THE FENCE, 1.0 FOOT WEST OF THE
 FL1490'REFERENCE POST.
 FL1490
 FL1490                          STATION RECOVERY (1962)
 FL1490
 FL1490'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 FL1490'MARK NOT FOUND.
 FL1490
 FL1490                          STATION RECOVERY (2004)
 FL1490
 FL1490'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0209 ***********************************************************************
 GL0209  DESIGNATION -  J 517
 GL0209  PID         -  GL0209
 GL0209  STATE/COUNTY-  TX/SHERMAN
 GL0209  USGS QUAD   -  STRATFORD (1964)
 GL0209
 GL0209                         *CURRENT SURVEY CONTROL
 GL0209  ___________________________________________________________________
 GL0209* NAD 83(1986)-  36 19 53.     (N)    102 04 31.     (W)     SCALED    
 GL0209* NAVD 88     -      1126.138  (meters)    3694.67   (feet)  ADJUSTED  
 GL0209  ___________________________________________________________________
 GL0209  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 GL0209  DYNAMIC HT  -        1124.893 (meters)    3690.59  (feet)  COMP
 GL0209  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 GL0209
 GL0209  VERT ORDER  -  SECOND    CLASS 0
 GL0209
 GL0209.The horizontal coordinates were scaled from a topographic map and have
 GL0209.an estimated accuracy of +/- 6 seconds.
 GL0209
 GL0209.The orthometric height was determined by differential leveling
 GL0209.and adjusted by the National Geodetic Survey in June 1991..
 GL0209
 GL0209.The geoid height was determined by GEOID03.
 GL0209
 GL0209.The dynamic height is computed by dividing the NAVD 88
 GL0209.geopotential number by the normal gravity value computed on the
 GL0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0209.degrees latitude (g = 980.6199 gals.).
 GL0209
 GL0209.The modeled gravity was interpolated from observed gravity values.
 GL0209
 GL0209;                    North         East    Units  Estimated Accuracy
 GL0209;SPC TX N     - 1,258,800.      148,350.      MT  (+/- 180 meters Scaled)
 GL0209
 GL0209                          SUPERSEDED SURVEY CONTROL
 GL0209
 GL0209.No superseded survey control is available for this station.
 GL0209
 GL0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA625246(NAD 83)
 GL0209_MARKER: DB = BENCH MARK DISK
 GL0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0209_STAMPING: J 517 1935
 GL0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0209+STABILITY: SURFACE MOTION
 GL0209
 GL0209  HISTORY     - Date     Condition        Report By
 GL0209  HISTORY     - 1935     MONUMENTED       CGS
 GL0209  HISTORY     - 1943     GOOD             NGS
 GL0209  HISTORY     - 1968     GOOD             AMS
 GL0209
 GL0209                          STATION DESCRIPTION
 GL0209
 GL0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0209'0.2 MI S FROM STRATFORD.
 GL0209'THIS MARK IS ABOUT 0.2 MILE SOUTH ALONG THE SANTA FE RAILROAD FROM THE
 GL0209'STATION AT STRATFORD, SHERMAN COUNTY, SET AT THE CROSSING OF THE ROCK
 GL0209'ISLAND RAILROAD, 90.0 FEET SOUTH OF THE SOUTH RAIL OF THE ROCK ISLAND
 GL0209'RAILROAD, 61.0 FEET EAST OF THE EAST RAIL OF THE SANTA FE RAILROAD,
 GL0209'144.0 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 54, 10.0 FEET
 GL0209'NORTH OF A POWER POLE, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0
 GL0209'FEET SOUTHEAST OF A WHITE REFERENCE POST.  NOTE-- 1968 REPORT--WITNESS
 GL0209'POST HAS BEEN DESTROYED.
 GL0209
 GL0209                          STATION RECOVERY (1968)
 GL0209
 GL0209'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1968
 GL0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0394 ***********************************************************************
 GK0394  DESIGNATION -  J 519
 GK0394  PID         -  GK0394
 GK0394  STATE/COUNTY-  TX/HANSFORD
 GK0394  USGS QUAD   -  MORSE SE (1974)
 GK0394
 GK0394                         *CURRENT SURVEY CONTROL
 GK0394  ___________________________________________________________________
 GK0394* NAD 83(1986)-  36 03 20.     (N)    101 18 21.     (W)     SCALED    
 GK0394* NAVD 88     -       979.349  (meters)    3213.08   (feet)  ADJUSTED  
 GK0394  ___________________________________________________________________
 GK0394  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 GK0394  DYNAMIC HT  -         978.271 (meters)    3209.54  (feet)  COMP
 GK0394  MODELED GRAV-     979,498.6   (mgal)                       NAVD 88
 GK0394
 GK0394  VERT ORDER  -  SECOND    CLASS 0
 GK0394
 GK0394.The horizontal coordinates were scaled from a topographic map and have
 GK0394.an estimated accuracy of +/- 6 seconds.
 GK0394
 GK0394.The orthometric height was determined by differential leveling
 GK0394.and adjusted by the National Geodetic Survey in June 1991..
 GK0394
 GK0394.The geoid height was determined by GEOID03.
 GK0394
 GK0394.The dynamic height is computed by dividing the NAVD 88
 GK0394.geopotential number by the normal gravity value computed on the
 GK0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0394.degrees latitude (g = 980.6199 gals.).
 GK0394
 GK0394.The modeled gravity was interpolated from observed gravity values.
 GK0394
 GK0394;                    North         East    Units  Estimated Accuracy
 GK0394;SPC TX N     - 1,228,060.      217,490.      MT  (+/- 180 meters Scaled)
 GK0394
 GK0394                          SUPERSEDED SURVEY CONTROL
 GK0394
 GK0394  NGVD 29 (??/??/92)  978.890  (m)         3211.57   (f) ADJ UNCH    2 0
 GK0394
 GK0394.Superseded values are not recommended for survey control.
 GK0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0394.See file dsdata.txt to determine how the superseded data were derived.
 GK0394
 GK0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE923925(NAD 83)
 GK0394_MARKER: DB = BENCH MARK DISK
 GK0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0394_STAMPING: J 519 1935
 GK0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0394+STABILITY: SURFACE MOTION
 GK0394
 GK0394  HISTORY     - Date     Condition        Report By
 GK0394  HISTORY     - 1935     MONUMENTED       CGS
 GK0394  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0394
 GK0394                          STATION DESCRIPTION
 GK0394
 GK0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0394'11.7 MI SW FROM SPEARMAN.
 GK0394'11.7 MILES SOUTHWEST ALONG STATE HIGHWAY 117 FROM THE COUNTY
 GK0394'COURTHOUSE AT SPEARMAN, 2.5 MILES SOUTH OF MCKIBBEN SIDING, 109 FEET
 GK0394'NORTHEAST OF THE HUTCHINSON-HANSFORD COUNTY LINE, 55.2 FEET SOUTH OF
 GK0394'THE CENTERLINE OF THE HIGHWAY, 36 FEET WEST OF THE CENTERLINE OF A
 GK0394'GRADED ROAD, 41 FEET SOUTHWEST OF THE WEST HEADWALL OF A CONCRETE
 GK0394'CULVERT, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED J
 GK0394'519 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0394
 GK0394                          STATION RECOVERY (1973)
 GK0394
 GK0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0077 ***********************************************************************
 AB0077  DESIGNATION -  J 52
 AB0077  PID         -  AB0077
 AB0077  STATE/COUNTY-  TX/CAMERON
 AB0077  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0077
 AB0077                         *CURRENT SURVEY CONTROL
 AB0077  ___________________________________________________________________
 AB0077* NAD 83(1986)-  25 58 05.     (N)    097 12 22.     (W)     SCALED    
 AB0077* NAVD 88     -         1.264  (meters)       4.15   (feet)  ADJUSTED  
 AB0077  ___________________________________________________________________
 AB0077  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 AB0077  DYNAMIC HT  -           1.262 (meters)       4.14  (feet)  COMP
 AB0077  MODELED GRAV-     979,060.8   (mgal)                       NAVD 88
 AB0077
 AB0077  VERT ORDER  -  SECOND    CLASS 0
 AB0077
 AB0077.The horizontal coordinates were scaled from a topographic map and have
 AB0077.an estimated accuracy of +/- 6 seconds.
 AB0077
 AB0077.The orthometric height was determined by differential leveling
 AB0077.and adjusted by the National Geodetic Survey in June 1991..
 AB0077
 AB0077.The geoid height was determined by GEOID03.
 AB0077
 AB0077.The dynamic height is computed by dividing the NAVD 88
 AB0077.geopotential number by the normal gravity value computed on the
 AB0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0077.degrees latitude (g = 980.6199 gals.).
 AB0077
 AB0077.The modeled gravity was interpolated from observed gravity values.
 AB0077
 AB0077;                    North         East    Units  Estimated Accuracy
 AB0077;SPC TX S     - 5,034,060.      429,580.      MT  (+/- 180 meters Scaled)
 AB0077
 AB0077                          SUPERSEDED SURVEY CONTROL
 AB0077
 AB0077  NGVD 29 (??/??/92)    1.363  (m)            4.47   (f) ADJ UNCH    2 0
 AB0077
 AB0077.Superseded values are not recommended for survey control.
 AB0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0077.See file dsdata.txt to determine how the superseded data were derived.
 AB0077
 AB0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP795733(NAD 83)
 AB0077_MARKER: DD = SURVEY DISK
 AB0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0077_SP_SET: CULVERT
 AB0077_STAMPING: J 52 4.48
 AB0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0077
 AB0077  HISTORY     - Date     Condition        Report By
 AB0077  HISTORY     - UNK      MONUMENTED
 AB0077  HISTORY     - 1942     GOOD             NGS
 AB0077  HISTORY     - 1958     GOOD             DOD
 AB0077
 AB0077                          STATION DESCRIPTION
 AB0077
 AB0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0077'20.0 MI NE FROM BROWNSVILLE.
 AB0077'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0077'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0077'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLEGUARD, CONTINUE
 AB0077'ON STATE HIGHWAY NUMBER 4, GO 10.4 MILES TO THE ARMY RIFLE RANGE,
 AB0077'CONTINUE ON THE HIGHWAY AND GO 1.5 MILES TO A CONCRETE CULVERT AND
 AB0077'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF
 AB0077'THE TOP OF THE NORTH HEADWALL OF THE CULVERT.  IT IS 21 FEET NORTH OF
 AB0077'AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE HIGHWAY.
 AB0077
 AB0077                          STATION RECOVERY (1958)
 AB0077
 AB0077'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 AB0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1188 ***********************************************************************
 AW1188  DESIGNATION -  J 52
 AW1188  PID         -  AW1188
 AW1188  STATE/COUNTY-  TX/BRAZORIA
 AW1188  USGS QUAD   -  BRAZORIA (1952)
 AW1188
 AW1188                         *CURRENT SURVEY CONTROL
 AW1188  ___________________________________________________________________
 AW1188* NAD 83(1986)-  29 03 11.     (N)    095 33 22.     (W)     SCALED    
 AW1188* NAVD 88     -        10.71   (+/-2cm)      35.1    (feet)  VERTCON   
 AW1188  ___________________________________________________________________
 AW1188  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW1188
 AW1188  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1188
 AW1188.The horizontal coordinates were scaled from a topographic map and have
 AW1188.an estimated accuracy of +/- 6 seconds.
 AW1188
 AW1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1188.The vertical order pertains to the NGVD 29 superseded value.
 AW1188
 AW1188.The geoid height was determined by GEOID03.
 AW1188
 AW1188;                    North         East    Units  Estimated Accuracy
 AW1188;SPC TXSC     - 4,140,120.      935,310.      MT  (+/- 180 meters Scaled)
 AW1188
 AW1188                          SUPERSEDED SURVEY CONTROL
 AW1188
 AW1188  NGVD 29 (??/??/92)   10.731  (m)           35.21   (f) ADJ UNCH    1 1
 AW1188
 AW1188.Superseded values are not recommended for survey control.
 AW1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1188.See file dsdata.txt to determine how the superseded data were derived.
 AW1188
 AW1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN511165(NAD 83)
 AW1188_MARKER: DB = BENCH MARK DISK
 AW1188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1188_SP_SET: PIER
 AW1188_STAMPING: J 52 1918 ELEV. 35.426 FT.
 AW1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1188
 AW1188  HISTORY     - Date     Condition        Report By
 AW1188  HISTORY     - 1918     MONUMENTED       CGS
 AW1188  HISTORY     - 1972     GOOD             NGS
 AW1188  HISTORY     - 1978     GOOD             NGS
 AW1188  HISTORY     - 19940416 GOOD             USPSQD
 AW1188  HISTORY     - 20010428 GOOD             USPSQD
 AW1188
 AW1188                          STATION DESCRIPTION
 AW1188
 AW1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1188'0.8 MI NE FROM BRAZORIA.
 AW1188'0.8 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FIRE
 AW1188'STATION AT BRAZORIA, 2 POLES NORTHEAST OF MILEPOST 309.20, SET IN THE
 AW1188'TOP OF THE SOUTHEAST END OF THE CONCRETE PIER AT THE SOUTHWEST END OF
 AW1188'THE STEEL PART OF THE BRIDGE 309.7 OVER THE BRAZOS RIVER, 6.8 FEET
 AW1188'SOUTHEAST OF SOUTHEAST RAIL, 2.0 FEET SOUTHWEST OF SOUTHWEST OF
 AW1188'SOUTHEAST GUARD RAIL, 2.3 FEET NORTHWEST OF SOUTHEAST EDGE OF THE
 AW1188'CONCRETE PIER, 1.5 FEET NORTHEAST OF SOUTHWEST EDGE OF THE CONCRETE
 AW1188'PIER, AND 4.0 FEET BELOW THE RAIL.
 AW1188
 AW1188                          STATION RECOVERY (1978)
 AW1188
 AW1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1188'RECOVERED IN GOOD CONDITION.
 AW1188
 AW1188                          STATION RECOVERY (1994)
 AW1188
 AW1188'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1188'RECOVERED IN GOOD CONDITION.
 AW1188
 AW1188                          STATION RECOVERY (2001)
 AW1188
 AW1188'RECOVERY NOTE BY US POWER SQUADRON 2001
 AW1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1198 ***********************************************************************
 AY1198  DESIGNATION -  J 520
 AY1198  PID         -  AY1198
 AY1198  STATE/COUNTY-  TX/MEDINA
 AY1198  USGS QUAD   -  TWIN HOLLOW (1969)
 AY1198
 AY1198                         *CURRENT SURVEY CONTROL
 AY1198  ___________________________________________________________________
 AY1198* NAD 83(1986)-  29 32 36.     (N)    099 14 01.     (W)     SCALED    
 AY1198* NAVD 88     -       352.026  (meters)    1154.94   (feet)  POSTED    
 AY1198  ___________________________________________________________________
 AY1198  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AY1198  DYNAMIC HT  -         351.510 (meters)    1153.25  (feet)  COMP
 AY1198  MODELED GRAV-     979,160.6   (mgal)                       NAVD 88
 AY1198
 AY1198  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1198
 AY1198.The horizontal coordinates were scaled from a topographic map and have
 AY1198.an estimated accuracy of +/- 6 seconds.
 AY1198
 AY1198.The orthometric height was determined by differential leveling
 AY1198.and adjusted by the National Geodetic Survey in 1992..
 AY1198.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1198.rate of 0.0 thru 1.0 mm/km.
 AY1198
 AY1198.The geoid height was determined by GEOID03.
 AY1198
 AY1198.The dynamic height is computed by dividing the NAVD 88
 AY1198.geopotential number by the normal gravity value computed on the
 AY1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1198.degrees latitude (g = 980.6199 gals.).
 AY1198
 AY1198.The modeled gravity was interpolated from observed gravity values.
 AY1198
 AY1198;                    North         East    Units  Estimated Accuracy
 AY1198;SPC TXSC     - 4,189,540.      577,360.      MT  (+/- 180 meters Scaled)
 AY1198
 AY1198                          SUPERSEDED SURVEY CONTROL
 AY1198
 AY1198  NGVD 29 (??/??/92)  351.886  (m)         1154.48   (f) ADJ UNCH    2 0
 AY1198
 AY1198.Superseded values are not recommended for survey control.
 AY1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1198.See file dsdata.txt to determine how the superseded data were derived.
 AY1198
 AY1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT773682(NAD 83)
 AY1198_MARKER: DB = BENCH MARK DISK
 AY1198_SETTING: 66 = SET IN ROCK OUTCROP
 AY1198_SP_SET: ROCK LEDGE
 AY1198_STAMPING: J 520 1953
 AY1198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1198+STABILITY: POSITION/ELEVATION WELL
 AY1198
 AY1198  HISTORY     - Date     Condition        Report By
 AY1198  HISTORY     - 1953     MONUMENTED       CGS
 AY1198  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1198  HISTORY     - 19970430 MARK NOT FOUND   USPSQD
 AY1198  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 AY1198  HISTORY     - 20040124 MARK NOT FOUND   USPSQD
 AY1198
 AY1198                          STATION DESCRIPTION
 AY1198
 AY1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1198'9.1 MI SE FROM TARPLEY.
 AY1198'9.1 MILES SOUTHEAST ALONG FARM ROAD 1888 FROM THE POST OFFICE AT
 AY1198'TARPLEY, 65 YARDS SOUTHEAST OF THE CROSSING OF HONDO CREEK, 82 FEET
 AY1198'WEST OF A POWER LINE, 28.3 FEET EAST OF A FENCE, ON THE NORTHWEST
 AY1198'SLOPE OF A HILL, 3.5 FEET ABOVE THE GROUND, 28.3 FEET SOUTHEAST OF A
 AY1198'WITNESS POST, SET IN THE TOP OF A ROCK LEDGE.
 AY1198
 AY1198                          STATION RECOVERY (1995)
 AY1198
 AY1198'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1198'MARK NOT FOUND.
 AY1198
 AY1198                          STATION RECOVERY (1997)
 AY1198
 AY1198'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1198'MARK NOT FOUND.
 AY1198
 AY1198                          STATION RECOVERY (2003)
 AY1198
 AY1198'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1198'MARK NOT FOUND.
 AY1198
 AY1198                          STATION RECOVERY (2004)
 AY1198
 AY1198'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 AY1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1199 ***********************************************************************
 AY1199  DESIGNATION -  J 520 RESET 1965
 AY1199  PID         -  AY1199
 AY1199  STATE/COUNTY-  TX/MEDINA
 AY1199  USGS QUAD   -  TWIN HOLLOW (1969)
 AY1199
 AY1199                         *CURRENT SURVEY CONTROL
 AY1199  ___________________________________________________________________
 AY1199* NAD 83(1986)-  29 32 37.     (N)    099 14 02.     (W)     SCALED    
 AY1199* NAVD 88     -       352.83   (+/-2cm)    1157.6    (feet)  VERTCON   
 AY1199  ___________________________________________________________________
 AY1199  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AY1199
 AY1199  VERT ORDER  -  THIRD (See Below)
 AY1199
 AY1199.The horizontal coordinates were scaled from a topographic map and have
 AY1199.an estimated accuracy of +/- 6 seconds.
 AY1199
 AY1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1199.The vertical order pertains to the NGVD 29 superseded value.
 AY1199
 AY1199.The geoid height was determined by GEOID03.
 AY1199
 AY1199;                    North         East    Units  Estimated Accuracy
 AY1199;SPC TXSC     - 4,189,570.      577,330.      MT  (+/- 180 meters Scaled)
 AY1199
 AY1199                          SUPERSEDED SURVEY CONTROL
 AY1199
 AY1199  NGVD 29 (01/29/03)  352.69   (m)         1157.1    (f) RESET       3  
 AY1199
 AY1199.Superseded values are not recommended for survey control.
 AY1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1199.See file dsdata.txt to determine how the superseded data were derived.
 AY1199
 AY1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT773682(NAD 83)
 AY1199_MARKER: DB = BENCH MARK DISK
 AY1199_SETTING: 66 = SET IN ROCK OUTCROP
 AY1199_SP_SET: OUTCROP
 AY1199_STAMPING: J-520 1953 RESET 1965
 AY1199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1199+STABILITY: POSITION/ELEVATION WELL
 AY1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1199+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AY1199
 AY1199  HISTORY     - Date     Condition        Report By
 AY1199  HISTORY     - 1965     MONUMENTED       CGS
 AY1199  HISTORY     - 1969     GOOD             USGS
 AY1199  HISTORY     - 20030109 MARK NOT FOUND   USPSQD
 AY1199  HISTORY     - 20040124 GOOD             USPSQD
 AY1199  HISTORY     - 20050809 GOOD             USPSQD
 AY1199
 AY1199                          STATION DESCRIPTION
 AY1199
 AY1199'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AY1199'16 MI NNW FROM HONDO.
 AY1199'16.0 MILES NORTH OF THE P. O. AT HONDO, AT THE SOUTH END OF A BRIDGE
 AY1199'OVER HONDO CREEK, 94 FEET SOUTH OF THE SOUTH END OF THE BRIDGE AND 50
 AY1199'FEET EAST OF THE CENTER LINE OF THE FARM ROAD, IN THE NORTH SIDE OF
 AY1199'ROCK OUTCROP.  A STANDARD DISK CEMENTED IN THE OUTCROP ABOUT 4.5 FEET
 AY1199'HIGHER THAN THE BRIDGE.  NOTE-- ALONG FARM ROAD 462.
 AY1199
 AY1199                          STATION RECOVERY (2003)
 AY1199
 AY1199'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1199'MARK NOT FOUND.
 AY1199
 AY1199                          STATION RECOVERY (2004)
 AY1199
 AY1199'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 AY1199'RECOVERED IN GOOD CONDITION.
 AY1199
 AY1199                          STATION RECOVERY (2005)
 AY1199
 AY1199'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0574 ***********************************************************************
 GK0574  DESIGNATION -  J 523 RESET 1951
 GK0574  PID         -  GK0574
 GK0574  STATE/COUNTY-  TX/SHERMAN
 GK0574  USGS QUAD   -  PLEASURE POND (1974)
 GK0574
 GK0574                         *CURRENT SURVEY CONTROL
 GK0574  ___________________________________________________________________
 GK0574* NAD 83(1986)-  36 08 21.     (N)    101 47 35.     (W)     SCALED    
 GK0574* NAVD 88     -      1068.764  (meters)    3506.44   (feet)  ADJUSTED  
 GK0574  ___________________________________________________________________
 GK0574  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 GK0574  DYNAMIC HT  -        1067.570 (meters)    3502.52  (feet)  COMP
 GK0574  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 GK0574
 GK0574  VERT ORDER  -  SECOND    CLASS 0
 GK0574
 GK0574.The horizontal coordinates were scaled from a topographic map and have
 GK0574.an estimated accuracy of +/- 6 seconds.
 GK0574
 GK0574.The orthometric height was determined by differential leveling
 GK0574.and adjusted by the National Geodetic Survey in June 1991..
 GK0574
 GK0574.The geoid height was determined by GEOID03.
 GK0574
 GK0574.The dynamic height is computed by dividing the NAVD 88
 GK0574.geopotential number by the normal gravity value computed on the
 GK0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0574.degrees latitude (g = 980.6199 gals.).
 GK0574
 GK0574.The modeled gravity was interpolated from observed gravity values.
 GK0574
 GK0574;                    North         East    Units  Estimated Accuracy
 GK0574;SPC TX N     - 1,237,360.      173,620.      MT  (+/- 180 meters Scaled)
 GK0574
 GK0574                          SUPERSEDED SURVEY CONTROL
 GK0574
 GK0574  NGVD 29 (??/??/92) 1068.270  (m)         3504.82   (f) ADJ UNCH    2 0
 GK0574
 GK0574.Superseded values are not recommended for survey control.
 GK0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0574.See file dsdata.txt to determine how the superseded data were derived.
 GK0574
 GK0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF486029(NAD 83)
 GK0574_MARKER: DB = BENCH MARK DISK
 GK0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0574_STAMPING: J 523 1935 RESET 1951
 GK0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0574+STABILITY: SURFACE MOTION
 GK0574
 GK0574  HISTORY     - Date     Condition        Report By
 GK0574  HISTORY     - 1951     MONUMENTED       CGS
 GK0574  HISTORY     - 1952     GOOD             NGS
 GK0574
 GK0574                          STATION DESCRIPTION
 GK0574
 GK0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0574'10.0 MI NE FROM SUNRAY.
 GK0574'8.0 MILES NORTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 GK0574'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 2.0 MILES EAST ALONG FARM
 GK0574'ROAD 1573 0.5 MILE NORTHWEST OF A FARMHOUSE, 51 FEET SOUTH OF THE
 GK0574'CENTER LINE OF AN EAST  AND WEST ROAD, 1.6 FEET WEST OF A FENCE, IN
 GK0574'LINE WITH AN EAST AND WEST FENCE, 2.6 FEET EAST OF A WITNESS POST, SET
 GK0574'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 GK0574'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0814 ***********************************************************************
 AY0814  DESIGNATION -  J 524
 AY0814  PID         -  AY0814
 AY0814  STATE/COUNTY-  TX/BEXAR
 AY0814  USGS QUAD   -  TERRELL WELLS (1992)
 AY0814
 AY0814                         *CURRENT SURVEY CONTROL
 AY0814  ___________________________________________________________________
 AY0814* NAD 83(1986)-  29 17 18.     (N)    098 35 46.     (W)     SCALED    
 AY0814* NAVD 88     -       187.666  (meters)     615.70   (feet)  ADJUSTED  
 AY0814  ___________________________________________________________________
 AY0814  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AY0814  DYNAMIC HT  -         187.395 (meters)     614.81  (feet)  COMP
 AY0814  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 AY0814
 AY0814  VERT ORDER  -  FIRST     CLASS II
 AY0814
 AY0814.The horizontal coordinates were scaled from a topographic map and have
 AY0814.an estimated accuracy of +/- 6 seconds.
 AY0814
 AY0814.The orthometric height was determined by differential leveling
 AY0814.and adjusted by the National Geodetic Survey in June 1991..
 AY0814
 AY0814.The geoid height was determined by GEOID03.
 AY0814
 AY0814.The dynamic height is computed by dividing the NAVD 88
 AY0814.geopotential number by the normal gravity value computed on the
 AY0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0814.degrees latitude (g = 980.6199 gals.).
 AY0814
 AY0814.The modeled gravity was interpolated from observed gravity values.
 AY0814
 AY0814;                    North         East    Units  Estimated Accuracy
 AY0814;SPC TXSC     - 4,161,320.      639,240.      MT  (+/- 180 meters Scaled)
 AY0814
 AY0814                          SUPERSEDED SURVEY CONTROL
 AY0814
 AY0814  NGVD 29 (??/??/92)  187.567  (m)          615.38   (f) ADJ UNCH    1 2
 AY0814
 AY0814.Superseded values are not recommended for survey control.
 AY0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0814.See file dsdata.txt to determine how the superseded data were derived.
 AY0814
 AY0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT392399(NAD 83)
 AY0814_MARKER: DB = BENCH MARK DISK
 AY0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0814_STAMPING: J 524 1953
 AY0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0814+STABILITY: SURFACE MOTION
 AY0814
 AY0814  HISTORY     - Date     Condition        Report By
 AY0814  HISTORY     - 1953     MONUMENTED       CGS
 AY0814  HISTORY     - 1985     GOOD             LOCSUR
 AY0814  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 AY0814
 AY0814                          STATION DESCRIPTION
 AY0814
 AY0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0814'6.75 MI SW FROM SAN ANTONIO.
 AY0814'4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 346 (PALO ALTO ROAD) FROM ITS
 AY0814'INTERSECTION WITH CHAVANAUX ROAD AT SAN ANTONIO, THENCE 2.15 MILES
 AY0814'NORTHWEST ALONG WATSON ROAD, 168 FEET WEST OF THE CENTER LINE OF THE
 AY0814'ROAD, 101 FEET EAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 38 FEET
 AY0814'EAST OF A POWER POLE, 11 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 AY0814'DRIVEWAY, 1.6 FEET NORTH OF A FENCE, 2.6 FEET NORTHWEST OF A WITNESS
 AY0814'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AY0814'THE GROUND.
 AY0814
 AY0814                          STATION RECOVERY (1985)
 AY0814
 AY0814'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 AY0814'2.2 MILES NORTHWEST OF STATE HIGHWAY 16, 155.' WEST OF WATSON ROAD,
 AY0814'SOUTH SIDE OF PRIVATE DRIVE TO WALTER KRUEGER PROP. RES NO. 13609
 AY0814
 AY0814                          STATION RECOVERY (1995)
 AY0814
 AY0814'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0385 ***********************************************************************
 GK0385  DESIGNATION -  J 526
 GK0385  PID         -  GK0385
 GK0385  STATE/COUNTY-  TX/OCHILTREE
 GK0385  USGS QUAD   -  SPEARMAN SE (1973)
 GK0385
 GK0385                         *CURRENT SURVEY CONTROL
 GK0385  ___________________________________________________________________
 GK0385* NAD 83(1986)-  36 06 45.     (N)    101 00 05.     (W)     SCALED    
 GK0385* NAVD 88     -       926.981  (meters)    3041.27   (feet)  ADJUSTED  
 GK0385  ___________________________________________________________________
 GK0385  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 GK0385  DYNAMIC HT  -         925.983 (meters)    3038.00  (feet)  COMP
 GK0385  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 GK0385
 GK0385  VERT ORDER  -  SECOND    CLASS 0
 GK0385
 GK0385.The horizontal coordinates were scaled from a topographic map and have
 GK0385.an estimated accuracy of +/- 6 seconds.
 GK0385
 GK0385.The orthometric height was determined by differential leveling
 GK0385.and adjusted by the National Geodetic Survey in June 1991..
 GK0385
 GK0385.The geoid height was determined by GEOID03.
 GK0385
 GK0385.The dynamic height is computed by dividing the NAVD 88
 GK0385.geopotential number by the normal gravity value computed on the
 GK0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0385.degrees latitude (g = 980.6199 gals.).
 GK0385
 GK0385.The modeled gravity was interpolated from observed gravity values.
 GK0385
 GK0385;                    North         East    Units  Estimated Accuracy
 GK0385;SPC TX N     - 1,234,470.      244,890.      MT  (+/- 180 meters Scaled)
 GK0385
 GK0385                          SUPERSEDED SURVEY CONTROL
 GK0385
 GK0385  NGVD 29 (??/??/92)  926.574  (m)         3039.93   (f) ADJ UNCH    2 0
 GK0385
 GK0385.Superseded values are not recommended for survey control.
 GK0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0385.See file dsdata.txt to determine how the superseded data were derived.
 GK0385
 GK0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE198982(NAD 83)
 GK0385_MARKER: DB = BENCH MARK DISK
 GK0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0385_STAMPING: J 526 1935
 GK0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0385+STABILITY: SURFACE MOTION
 GK0385
 GK0385  HISTORY     - Date     Condition        Report By
 GK0385  HISTORY     - 1935     MONUMENTED       CGS
 GK0385  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0385
 GK0385                          STATION DESCRIPTION
 GK0385
 GK0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0385'16.1 MI SE FROM SPEARMAN.
 GK0385'IN OCHILTREE COUNTY, 16.1 MILES SOUTHEAST OF SPEARMAN, HANSFORD
 GK0385'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE COURTHOUSE BY GOING
 GK0385'7.4 MILES EAST, 4.9 MILES SOUTH, 1.9 MILES EAST, 1.0 MILE SOUTH, AND
 GK0385'0.9 MILE EAST ALONG GRADED ROADS, 44.2 FEET WEST OF A NORTH-AND-SOUTH
 GK0385'FENCE, 26.4 FEET NORTH OF THE CENTERLINE OF THE ROAD, 23.8 FEET WEST
 GK0385'OF THE WEST END OF A FIELD GATE, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 GK0385'FENCE.  A STANDARD DISK, STAMPED J 526 1935 AND SET IN THE TOP OF A
 GK0385'CONCRETE POST.
 GK0385
 GK0385                          STATION RECOVERY (1973)
 GK0385
 GK0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0142 ***********************************************************************
 GK0142  DESIGNATION -  J 527
 GK0142  PID         -  GK0142
 GK0142  STATE/COUNTY-  TX/ROBERTS
 GK0142  USGS QUAD   -  SOURDOUGH CREEK SW (1973)
 GK0142
 GK0142                         *CURRENT SURVEY CONTROL
 GK0142  ___________________________________________________________________
 GK0142* NAD 83(1986)-  36 01 04.     (N)    100 57 18.     (W)     SCALED    
 GK0142* NAVD 88     -       850.761  (meters)    2791.20   (feet)  ADJUSTED  
 GK0142  ___________________________________________________________________
 GK0142  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 GK0142  DYNAMIC HT  -         849.852 (meters)    2788.22  (feet)  COMP
 GK0142  MODELED GRAV-     979,535.5   (mgal)                       NAVD 88
 GK0142
 GK0142  VERT ORDER  -  SECOND    CLASS 0
 GK0142
 GK0142.The horizontal coordinates were scaled from a topographic map and have
 GK0142.an estimated accuracy of +/- 6 seconds.
 GK0142
 GK0142.The orthometric height was determined by differential leveling
 GK0142.and adjusted by the National Geodetic Survey in June 1991..
 GK0142
 GK0142.The geoid height was determined by GEOID03.
 GK0142
 GK0142.The dynamic height is computed by dividing the NAVD 88
 GK0142.geopotential number by the normal gravity value computed on the
 GK0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0142.degrees latitude (g = 980.6199 gals.).
 GK0142
 GK0142.The modeled gravity was interpolated from observed gravity values.
 GK0142
 GK0142;                    North         East    Units  Estimated Accuracy
 GK0142;SPC TX N     - 1,223,990.      249,130.      MT  (+/- 180 meters Scaled)
 GK0142
 GK0142                          SUPERSEDED SURVEY CONTROL
 GK0142
 GK0142  NGVD 29 (??/??/92)  850.378  (m)         2789.95   (f) ADJ UNCH    2 0
 GK0142
 GK0142.Superseded values are not recommended for survey control.
 GK0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0142.See file dsdata.txt to determine how the superseded data were derived.
 GK0142
 GK0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE238876(NAD 83)
 GK0142_MARKER: DB = BENCH MARK DISK
 GK0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0142_STAMPING: J 527 1935
 GK0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0142+STABILITY: SURFACE MOTION
 GK0142
 GK0142  HISTORY     - Date     Condition        Report By
 GK0142  HISTORY     - 1935     MONUMENTED       CGS
 GK0142  HISTORY     - 1941     GOOD             NGS
 GK0142  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0142
 GK0142                          STATION DESCRIPTION
 GK0142
 GK0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GK0142'9.3 MI S FROM FARNSWORTH.
 GK0142'IN ROBERTS COUNTY, 9.3 MILES SOUTH ALONG A GRADED ROAD FROM THE POST
 GK0142'OFFICE AT FARNSWORTH, OCHILTREE COUNTY, THENCE 1.0 MILE EAST AND 12.2
 GK0142'MILES SOUTH ALONG GRADED ROADS AND A TRAIL.  4.4 MILES NORTH OF THE
 GK0142'JUNCTION OF THE CANADIAN RIVER ROAD, 3.6 MILES SOUTH OF A WINDMILL,
 GK0142'34.6 FEET SOUTH OF A SMALL WEATHERED ROCK OPPOSITE A LARGE BLUFF, AND
 GK0142'21.4 FEET NORTH OF THE CENTERLINE OF THE TRAIL.  A STANDARD DISK,
 GK0142'STAMPED J 527 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0142
 GK0142                          STATION RECOVERY (1973)
 GK0142
 GK0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0322 ***********************************************************************
 FM0322  DESIGNATION -  J 528
 FM0322  PID         -  FM0322
 FM0322  STATE/COUNTY-  TX/POTTER
 FM0322  USGS QUAD   -  BODEN (1966)
 FM0322
 FM0322                         *CURRENT SURVEY CONTROL
 FM0322  ___________________________________________________________________
 FM0322* NAD 83(1986)-  35 22 49.     (N)    102 05 45.     (W)     SCALED    
 FM0322* NAVD 88     -      1072.378  (meters)    3518.29   (feet)  ADJUSTED  
 FM0322  ___________________________________________________________________
 FM0322  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FM0322  DYNAMIC HT  -        1071.110 (meters)    3514.13  (feet)  COMP
 FM0322  MODELED GRAV-     979,415.3   (mgal)                       NAVD 88
 FM0322
 FM0322  VERT ORDER  -  SECOND    CLASS 0
 FM0322
 FM0322.The horizontal coordinates were scaled from a topographic map and have
 FM0322.an estimated accuracy of +/- 6 seconds.
 FM0322
 FM0322.The orthometric height was determined by differential leveling
 FM0322.and adjusted by the National Geodetic Survey in June 1991..
 FM0322
 FM0322.The geoid height was determined by GEOID03.
 FM0322
 FM0322.The dynamic height is computed by dividing the NAVD 88
 FM0322.geopotential number by the normal gravity value computed on the
 FM0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0322.degrees latitude (g = 980.6199 gals.).
 FM0322
 FM0322.The modeled gravity was interpolated from observed gravity values.
 FM0322
 FM0322;                    North         East    Units  Estimated Accuracy
 FM0322;SPC TX N     - 1,153,290.      145,870.      MT  (+/- 180 meters Scaled)
 FM0322
 FM0322                          SUPERSEDED SURVEY CONTROL
 FM0322
 FM0322  NGVD 29 (??/??/92) 1071.904  (m)         3516.74   (f) ADJ UNCH    2 0
 FM0322
 FM0322.Superseded values are not recommended for survey control.
 FM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0322.See file dsdata.txt to determine how the superseded data were derived.
 FM0322
 FM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV638190(NAD 83)
 FM0322_MARKER: DB = BENCH MARK DISK
 FM0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0322_STAMPING: J-528 1935
 FM0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0322+STABILITY: SURFACE MOTION
 FM0322
 FM0322  HISTORY     - Date     Condition        Report By
 FM0322  HISTORY     - 1935     MONUMENTED       CGS
 FM0322  HISTORY     - 1966     GOOD             USGS
 FM0322
 FM0322                          STATION DESCRIPTION
 FM0322
 FM0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0322'14.0 MI N FROM BUSHLAND.
 FM0322'TO REACH BENCHMARK GO 6.3 MILES NORTH TO JUNCTION OF BUSHLAND ROAD
 FM0322'WITH TASCOSA ROAD FROM AMARILLO, THENCE 7.7 MILES ALONG TASCOSA ROAD.
 FM0322'BENCHMARK IS SET ON A RIDGE BETWEEN TWO DEEP CANYONS APPROXIMATELY 0.3
 FM0322'MILE SOUTH OF WHERE ROAD MAKES A WIDE CURVE TO THE EAST AROUND A LARGE
 FM0322'HILL.  BEING 41.0 FEET EAST OF CENTER-LINE OF ROAD, AND 2.0 FEET WEST
 FM0322'OF RIGHT OF WAY FENCE.
 FM0322
 FM0322                          STATION RECOVERY (1966)
 FM0322
 FM0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0701 ***********************************************************************
 FL0701  DESIGNATION -  J 529
 FL0701  PID         -  FL0701
 FL0701  STATE/COUNTY-  TX/HUTCHINSON
 FL0701  USGS QUAD   -  PHILLIPS (1978)
 FL0701
 FL0701                         *CURRENT SURVEY CONTROL
 FL0701  ___________________________________________________________________
 FL0701* NAD 83(1986)-  35 44 34.     (N)    101 20 40.     (W)     SCALED    
 FL0701* NAVD 88     -       835.595  (meters)    2741.45   (feet)  ADJUSTED  
 FL0701  ___________________________________________________________________
 FL0701  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FL0701  DYNAMIC HT  -         834.674 (meters)    2738.43  (feet)  COMP
 FL0701  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 FL0701
 FL0701  VERT ORDER  -  SECOND    CLASS 0
 FL0701
 FL0701.The horizontal coordinates were scaled from a topographic map and have
 FL0701.an estimated accuracy of +/- 6 seconds.
 FL0701
 FL0701.The orthometric height was determined by differential leveling
 FL0701.and adjusted by the National Geodetic Survey in June 1991..
 FL0701
 FL0701.The geoid height was determined by GEOID03.
 FL0701
 FL0701.The dynamic height is computed by dividing the NAVD 88
 FL0701.geopotential number by the normal gravity value computed on the
 FL0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0701.degrees latitude (g = 980.6199 gals.).
 FL0701
 FL0701.The modeled gravity was interpolated from observed gravity values.
 FL0701
 FL0701;                    North         East    Units  Estimated Accuracy
 FL0701;SPC TX N     - 1,193,350.      214,070.      MT  (+/- 180 meters Scaled)
 FL0701
 FL0701                          SUPERSEDED SURVEY CONTROL
 FL0701
 FL0701  NGVD 29 (??/??/92)  835.167  (m)         2740.04   (f) ADJ UNCH    2 0
 FL0701
 FL0701.Superseded values are not recommended for survey control.
 FL0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0701.See file dsdata.txt to determine how the superseded data were derived.
 FL0701
 FL0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE879579(NAD 83)
 FL0701_MARKER: DB = BENCH MARK DISK
 FL0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0701_STAMPING: J 529 1935
 FL0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0701+STABILITY: SURFACE MOTION
 FL0701
 FL0701  HISTORY     - Date     Condition        Report By
 FL0701  HISTORY     - 1935     MONUMENTED       CGS
 FL0701  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0701
 FL0701                          STATION DESCRIPTION
 FL0701
 FL0701'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0701'4.9 MI SW FROM PLEMONS.
 FL0701'4.9 MILES SOUTHWEST ALONG THE BORGER ROAD FROM THE POST OFFICE AT
 FL0701'PLEMONS, ABOUT 800 FEET SOUTHWEST OF A BRIDGE OVER CANADIAN RIVER, 105
 FL0701'FEET NORTHWEST OF THE CENTER OF A ROAD JUNCTION, AND 39.7 FEET NORTH
 FL0701'OF THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED
 FL0701'J 529 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0078 ***********************************************************************
 AB0078  DESIGNATION -  J 53
 AB0078  PID         -  AB0078
 AB0078  STATE/COUNTY-  TX/CAMERON
 AB0078  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0078
 AB0078                         *CURRENT SURVEY CONTROL
 AB0078  ___________________________________________________________________
 AB0078* NAD 83(1986)-  25 58 22.     (N)    097 12 02.     (W)     SCALED    
 AB0078* NAVD 88     -         2.154  (meters)       7.07   (feet)  ADJUSTED  
 AB0078  ___________________________________________________________________
 AB0078  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 AB0078  DYNAMIC HT  -           2.151 (meters)       7.06  (feet)  COMP
 AB0078  MODELED GRAV-     979,061.4   (mgal)                       NAVD 88
 AB0078
 AB0078  VERT ORDER  -  SECOND    CLASS 0
 AB0078
 AB0078.The horizontal coordinates were scaled from a topographic map and have
 AB0078.an estimated accuracy of +/- 6 seconds.
 AB0078
 AB0078.The orthometric height was determined by differential leveling
 AB0078.and adjusted by the National Geodetic Survey in June 1991..
 AB0078
 AB0078.The geoid height was determined by GEOID03.
 AB0078
 AB0078.The dynamic height is computed by dividing the NAVD 88
 AB0078.geopotential number by the normal gravity value computed on the
 AB0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0078.degrees latitude (g = 980.6199 gals.).
 AB0078
 AB0078.The modeled gravity was interpolated from observed gravity values.
 AB0078
 AB0078;                    North         East    Units  Estimated Accuracy
 AB0078;SPC TX S     - 5,034,590.      430,130.      MT  (+/- 180 meters Scaled)
 AB0078
 AB0078                          SUPERSEDED SURVEY CONTROL
 AB0078
 AB0078  NGVD 29 (??/??/92)    2.253  (m)            7.39   (f) ADJ UNCH    2 0
 AB0078
 AB0078.Superseded values are not recommended for survey control.
 AB0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0078.See file dsdata.txt to determine how the superseded data were derived.
 AB0078
 AB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP801739(NAD 83)
 AB0078_MARKER: DD = SURVEY DISK
 AB0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0078_SP_SET: CULVERT
 AB0078_STAMPING: J 53 7.48
 AB0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0078
 AB0078  HISTORY     - Date     Condition        Report By
 AB0078  HISTORY     - UNK      MONUMENTED
 AB0078  HISTORY     - 1942     GOOD             NGS
 AB0078  HISTORY     - 1949     GOOD             NGS
 AB0078
 AB0078                          STATION DESCRIPTION
 AB0078
 AB0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0078'20.6 MI NE FROM BROWNSVILLE.
 AB0078'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0078'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0078'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLEGUARD, CONTINUE
 AB0078'ON STATE HIGHWAY NUMBER 4, GO 10.4 MILES TO THE ARMY RIFLE RANGE,
 AB0078'CONTINUE ON THE HIGHWAY AND GO 2.1 MILES TO A CONCRETE CULVERT AND
 AB0078'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF
 AB0078'THE TOP OF THE NORTH HEADWALL OF THE CULVERT.  IT IS 21 FEET NORTH OF
 AB0078'AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE HIGHWAY.
 AB0078
 AB0078                          STATION RECOVERY (1949)
 AB0078
 AB0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0517 ***********************************************************************
 FL0517  DESIGNATION -  J 530
 FL0517  PID         -  FL0517
 FL0517  STATE/COUNTY-  TX/ROBERTS
 FL0517  USGS QUAD   -  DRY CREEK NE (1971)
 FL0517
 FL0517                         *CURRENT SURVEY CONTROL
 FL0517  ___________________________________________________________________
 FL0517* NAD 83(1986)-  35 58 49.     (N)    100 52 02.     (W)     SCALED    
 FL0517* NAVD 88     -       768.281  (meters)    2520.60   (feet)  ADJUSTED  
 FL0517  ___________________________________________________________________
 FL0517  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 FL0517  DYNAMIC HT  -         767.460 (meters)    2517.91  (feet)  COMP
 FL0517  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 FL0517
 FL0517  VERT ORDER  -  SECOND    CLASS 0
 FL0517
 FL0517.The horizontal coordinates were scaled from a topographic map and have
 FL0517.an estimated accuracy of +/- 6 seconds.
 FL0517
 FL0517.The orthometric height was determined by differential leveling
 FL0517.and adjusted by the National Geodetic Survey in June 1991..
 FL0517
 FL0517.The geoid height was determined by GEOID03.
 FL0517
 FL0517.The dynamic height is computed by dividing the NAVD 88
 FL0517.geopotential number by the normal gravity value computed on the
 FL0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0517.degrees latitude (g = 980.6199 gals.).
 FL0517
 FL0517.The modeled gravity was interpolated from observed gravity values.
 FL0517
 FL0517;                    North         East    Units  Estimated Accuracy
 FL0517;SPC TX N     - 1,219,870.      257,070.      MT  (+/- 180 meters Scaled)
 FL0517
 FL0517                          SUPERSEDED SURVEY CONTROL
 FL0517
 FL0517  NGVD 29 (??/??/92)  767.913  (m)         2519.39   (f) ADJ UNCH    2 0
 FL0517
 FL0517.Superseded values are not recommended for survey control.
 FL0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0517.See file dsdata.txt to determine how the superseded data were derived.
 FL0517
 FL0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE316833(NAD 83)
 FL0517_MARKER: DB = BENCH MARK DISK
 FL0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0517_STAMPING: J 530 1935
 FL0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0517+STABILITY: SURFACE MOTION
 FL0517
 FL0517  HISTORY     - Date     Condition        Report By
 FL0517  HISTORY     - 1935     MONUMENTED       CGS
 FL0517  HISTORY     - 1955     GOOD             NGS
 FL0517
 FL0517                          STATION DESCRIPTION
 FL0517
 FL0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0517'28.4 MI NE FROM PLEMONS.
 FL0517'IN ROBERTS COUNTY, 28.4 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM
 FL0517'THE POST OFFICE AT PLEMONS, HUTCHINSON COUNTY, 0.3 MILE WEST OF A
 FL0517'LARGE GROUP OF RANCH HOUSES, 20.4 FEET NORTH OF THE CENTERLINE OF THE
 FL0517'ROAD, 11.9 FEET NORTH OF THE NORTH END OF A CATTLE GATE, AND 1.5 FEET
 FL0517'WEST OF THE FENCE.  A STANDARD DISK, STAMPED J 530 1935 AND SET IN THE
 FL0517'TOP OF A CONCRETE POST.  NOTE-- THE MARK IS APPROXIMATELY 3000 FEET
 FL0517'WEST OF HIGHWAY 70, 15 FEET NORTH OF A CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0463 ***********************************************************************
 FM0463  DESIGNATION -  J 531
 FM0463  PID         -  FM0463
 FM0463  STATE/COUNTY-  TX/OLDHAM
 FM0463  USGS QUAD   -  MANY POST CAMP (1971)
 FM0463
 FM0463                         *CURRENT SURVEY CONTROL
 FM0463  ___________________________________________________________________
 FM0463* NAD 83(1986)-  35 30 32.     (N)    102 36 00.     (W)     SCALED    
 FM0463* NAVD 88     -      1062.973  (meters)    3487.44   (feet)  ADJUSTED  
 FM0463  ___________________________________________________________________
 FM0463  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 FM0463  DYNAMIC HT  -        1061.728 (meters)    3483.35  (feet)  COMP
 FM0463  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 FM0463
 FM0463  VERT ORDER  -  SECOND    CLASS 0
 FM0463
 FM0463.The horizontal coordinates were scaled from a topographic map and have
 FM0463.an estimated accuracy of +/- 6 seconds.
 FM0463
 FM0463.The orthometric height was determined by differential leveling
 FM0463.and adjusted by the National Geodetic Survey in June 1991..
 FM0463
 FM0463.The geoid height was determined by GEOID03.
 FM0463
 FM0463.The dynamic height is computed by dividing the NAVD 88
 FM0463.geopotential number by the normal gravity value computed on the
 FM0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0463.degrees latitude (g = 980.6199 gals.).
 FM0463
 FM0463.The modeled gravity was interpolated from observed gravity values.
 FM0463
 FM0463;                    North         East    Units  Estimated Accuracy
 FM0463;SPC TX N     - 1,167,950.      100,220.      MT  (+/- 180 meters Scaled)
 FM0463
 FM0463                          SUPERSEDED SURVEY CONTROL
 FM0463
 FM0463  NGVD 29 (??/??/92) 1062.479  (m)         3485.82   (f) ADJ UNCH    2 0
 FM0463
 FM0463.Superseded values are not recommended for survey control.
 FM0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0463.See file dsdata.txt to determine how the superseded data were derived.
 FM0463
 FM0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV176321(NAD 83)
 FM0463_MARKER: DB = BENCH MARK DISK
 FM0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0463_STAMPING: J 531 1935
 FM0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0463+STABILITY: SURFACE MOTION
 FM0463
 FM0463  HISTORY     - Date     Condition        Report By
 FM0463  HISTORY     - 1935     MONUMENTED       CGS
 FM0463  HISTORY     - 1971     GOOD             USGS
 FM0463
 FM0463                          STATION DESCRIPTION
 FM0463
 FM0463'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0463'17.0 MI NE FROM ADRIAN.
 FM0463'TO REACH FROM THE JCT OF U.S. HWY 385 AND FARM ROAD 767 IN CHANNING GO
 FM0463'WEST ON FM 767 FOR 12.0 MILES TO A BLADED ROAD ON THE LEFT, TURN LEFT
 FM0463'THROUGH A CATTLEGUARD AND GO SOUTH 4.0 MILES THROUGH FOY PROCTOR RANCH
 FM0463'TO CG AT ENTRANCE TO R H FULTON RANCH, CONTINUE SOUTH 3.6 MILES TO
 FM0463'FULTONS MANY POST CAMP, CONTINUE WESTERLY FROM MANY POST ALONG MAIN
 FM0463'GRADED ROAD FOR 5.0 MILES TO FULTONS OLD FARM CAMP.  CONTINUE
 FM0463'SOUTH-SOUTHWEST PASSING ON THE WEST SIDE OF OLD FARM RANCH HOUSE FOR
 FM0463'0.5 MILES TO THE CANADIAN RIVER, CROSS RIVER AND GO SOUTH FOR 0.35
 FM0463'MILES TO THE JCT OF ROADS LEADING EAST, SOUTHEAST AND SOUTHWEST, TAKE
 FM0463'SOUTHEAST FORK AND GO UP GRADE FOR 0.6 MILES TO THE TOP OF THE RIDGE
 FM0463'AND THE BM ON THE RIGHT.  BM IS ON TOP OF THE RIDGE, 13 FEET NORTHWEST
 FM0463'OF THE ROAD, AND ABOUT 150 FEET NORTHEAST OF A BEND IN THE ROAD. A
 FM0463'STANDARD DISK STAMPED J 531 1935 SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0522 ***********************************************************************
 EN0522  DESIGNATION -  J 532
 EN0522  PID         -  EN0522
 EN0522  STATE/COUNTY-  TX/RANDALL
 EN0522  USGS QUAD   -  NANCE RANCH (1984)
 EN0522
 EN0522                         *CURRENT SURVEY CONTROL
 EN0522  ___________________________________________________________________
 EN0522* NAD 83(1986)-  34 55 31.     (N)    101 46 30.     (W)     SCALED    
 EN0522* NAVD 88     -      1091.582  (meters)    3581.30   (feet)  POSTED    
 EN0522  ___________________________________________________________________
 EN0522  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 EN0522  DYNAMIC HT  -        1090.260 (meters)    3576.96  (feet)  COMP
 EN0522  MODELED GRAV-     979,381.9   (mgal)                       NAVD 88
 EN0522
 EN0522  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EN0522
 EN0522.The horizontal coordinates were scaled from a topographic map and have
 EN0522.an estimated accuracy of +/- 6 seconds.
 EN0522
 EN0522.The orthometric height was determined by differential leveling
 EN0522.and adjusted by the National Geodetic Survey in 1992..
 EN0522.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EN0522.rate greater than 8.0 mm/km.
 EN0522
 EN0522.The geoid height was determined by GEOID03.
 EN0522
 EN0522.The dynamic height is computed by dividing the NAVD 88
 EN0522.geopotential number by the normal gravity value computed on the
 EN0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0522.degrees latitude (g = 980.6199 gals.).
 EN0522
 EN0522.The modeled gravity was interpolated from observed gravity values.
 EN0522
 EN0522;                    North         East    Units  Estimated Accuracy
 EN0522;SPC TX N     - 1,102,680.      174,870.      MT  (+/- 180 meters Scaled)
 EN0522
 EN0522                          SUPERSEDED SURVEY CONTROL
 EN0522
 EN0522  NGVD 29 (??/??/92) 1091.08   (m)         3579.7    (f) COMPUTED    2 0
 EN0522
 EN0522.Superseded values are not recommended for survey control.
 EN0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0522.See file dsdata.txt to determine how the superseded data were derived.
 EN0522
 EN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD465682(NAD 83)
 EN0522_MARKER: DB = BENCH MARK DISK
 EN0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0522_STAMPING: J-532 1935
 EN0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0522+STABILITY: SURFACE MOTION
 EN0522
 EN0522  HISTORY     - Date     Condition        Report By
 EN0522  HISTORY     - 1935     MONUMENTED       CGS
 EN0522  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0522
 EN0522                          STATION DESCRIPTION
 EN0522
 EN0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0522'25.6 MI NE FROM HAPPY.
 EN0522'ALONG GRADED ROADS BETWEEN HAPPY AND AMARILLO.  TO REACH BENCHMARK
 EN0522'FROM POST-OFFICE GO 0.4 MILE EAST, THENCE 0.6 MILE SOUTH, THENCE 3.1
 EN0522'MILES EAST, THENCE 0.9 MILE SOUTH, THENCE 3.0 MILES EAST, THENCE 5.8
 EN0522'MILES NORTH, THENCE 2.0 MILES WEST, THENCE 9.8 MILES NORTH.
 EN0522
 EN0522                          STATION RECOVERY (1954)
 EN0522
 EN0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EN0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1367 ***********************************************************************
 FL1367  DESIGNATION -  J 533
 FL1367  PID         -  FL1367
 FL1367  STATE/COUNTY-  TX/CARSON
 FL1367  USGS QUAD   -  DEAL (1953)
 FL1367
 FL1367                         *CURRENT SURVEY CONTROL
 FL1367  ___________________________________________________________________
 FL1367* NAD 83(1986)-  35 30 28.     (N)    101 35 23.     (W)     SCALED    
 FL1367* NAVD 88     -      1042.135  (meters)    3419.07   (feet)  ADJUSTED  
 FL1367  ___________________________________________________________________
 FL1367  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 FL1367  DYNAMIC HT  -        1040.925 (meters)    3415.10  (feet)  COMP
 FL1367  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 FL1367
 FL1367  VERT ORDER  -  SECOND    CLASS 0
 FL1367
 FL1367.The horizontal coordinates were scaled from a topographic map and have
 FL1367.an estimated accuracy of +/- 6 seconds.
 FL1367
 FL1367.The orthometric height was determined by differential leveling
 FL1367.and adjusted by the National Geodetic Survey in June 1991..
 FL1367
 FL1367.The geoid height was determined by GEOID03.
 FL1367
 FL1367.The dynamic height is computed by dividing the NAVD 88
 FL1367.geopotential number by the normal gravity value computed on the
 FL1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1367.degrees latitude (g = 980.6199 gals.).
 FL1367
 FL1367.The modeled gravity was interpolated from observed gravity values.
 FL1367
 FL1367;                    North         East    Units  Estimated Accuracy
 FL1367;SPC TX N     - 1,167,270.      191,860.      MT  (+/- 180 meters Scaled)
 FL1367
 FL1367                          SUPERSEDED SURVEY CONTROL
 FL1367
 FL1367  NGVD 29 (??/??/92) 1041.653  (m)         3417.49   (f) ADJ UNCH    2 0
 FL1367
 FL1367.Superseded values are not recommended for survey control.
 FL1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1367.See file dsdata.txt to determine how the superseded data were derived.
 FL1367
 FL1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE651324(NAD 83)
 FL1367_MARKER: DB = BENCH MARK DISK
 FL1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1367_STAMPING: J-533 1935
 FL1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1367+STABILITY: SURFACE MOTION
 FL1367
 FL1367  HISTORY     - Date     Condition        Report By
 FL1367  HISTORY     - 1935     MONUMENTED       CGS
 FL1367
 FL1367                          STATION DESCRIPTION
 FL1367
 FL1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1367'27.1 MI NE FROM AMARILLO.
 FL1367'27.1 MILES NORTHEAST OF CRI AND G DEPOT BY RAIL BENCHMARK IS LOCATED
 FL1367'ON HILL EAST OF DEEP PIT.  24 RAIL LENGTHS SOUTH OF LARGE CONCRETE
 FL1367'CULVERT AT WHICH POINT RAILROAD MAKES WIDE HORSE-SHOE CURVE.  90 FEET
 FL1367'SOUTHEAST OF MILE-POST NO. 27.1.  103 FEET EAST OF EAST RAIL.  1.8
 FL1367'FEET EAST OF RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1045 ***********************************************************************
 FL1045  DESIGNATION -  J 534
 FL1045  PID         -  FL1045
 FL1045  STATE/COUNTY-  TX/CARSON
 FL1045  USGS QUAD   -  ABELL (1965)
 FL1045
 FL1045                         *CURRENT SURVEY CONTROL
 FL1045  ___________________________________________________________________
 FL1045* NAD 83(1986)-  35 23 53.     (N)    101 27 45.     (W)     SCALED    
 FL1045* NAVD 88     -      1063.437  (meters)    3488.96   (feet)  ADJUSTED  
 FL1045  ___________________________________________________________________
 FL1045  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 FL1045  DYNAMIC HT  -        1062.193 (meters)    3484.88  (feet)  COMP
 FL1045  MODELED GRAV-     979,427.5   (mgal)                       NAVD 88
 FL1045
 FL1045  VERT ORDER  -  SECOND    CLASS 0
 FL1045
 FL1045.The horizontal coordinates were scaled from a topographic map and have
 FL1045.an estimated accuracy of +/- 6 seconds.
 FL1045
 FL1045.The orthometric height was determined by differential leveling
 FL1045.and adjusted by the National Geodetic Survey in June 1991..
 FL1045
 FL1045.The geoid height was determined by GEOID03.
 FL1045
 FL1045.The dynamic height is computed by dividing the NAVD 88
 FL1045.geopotential number by the normal gravity value computed on the
 FL1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1045.degrees latitude (g = 980.6199 gals.).
 FL1045
 FL1045.The modeled gravity was interpolated from observed gravity values.
 FL1045
 FL1045;                    North         East    Units  Estimated Accuracy
 FL1045;SPC TX N     - 1,155,100.      203,410.      MT  (+/- 180 meters Scaled)
 FL1045
 FL1045                          SUPERSEDED SURVEY CONTROL
 FL1045
 FL1045  NGVD 29 (??/??/92) 1062.935  (m)         3487.31   (f) ADJ UNCH    2 0
 FL1045
 FL1045.Superseded values are not recommended for survey control.
 FL1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1045.See file dsdata.txt to determine how the superseded data were derived.
 FL1045
 FL1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE763199(NAD 83)
 FL1045_MARKER: DB = BENCH MARK DISK
 FL1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1045_STAMPING: J-534 1935
 FL1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1045+STABILITY: SURFACE MOTION
 FL1045
 FL1045  HISTORY     - Date     Condition        Report By
 FL1045  HISTORY     - 1935     MONUMENTED       CGS
 FL1045
 FL1045                          STATION DESCRIPTION
 FL1045
 FL1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1045'6.0 MI N FROM PANHANDLE.
 FL1045'TO REACH BENCHMARK FROM RAILROAD DEPOT GO 6.0 MILES NORTH ALONG P AND
 FL1045'SF RR.  BENCHMARK IS SET AT NORTH END OF ABELL SIDING.  BEING 16 RAIL
 FL1045'LENGTHS NORTH OF GRAIN ELEVATOR, 138.0 FEET NORTH OF GRADE CROSSING,
 FL1045'65.0 FEET WEST OF WEST RAIL OF MAIN LINE TRACK, 80.0 FEET NORTHEAST OF
 FL1045'CENTER-LINE OF GRADED ROAD, AND 21.0 FEET NORTH OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0288 ***********************************************************************
 FM0288  DESIGNATION -  J 535
 FM0288  PID         -  FM0288
 FM0288  STATE/COUNTY-  TX/OLDHAM
 FM0288  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0288
 FM0288                         *CURRENT SURVEY CONTROL
 FM0288  ___________________________________________________________________
 FM0288* NAD 83(1986)-  35 24 10.     (N)    102 15 27.     (W)     SCALED    
 FM0288* NAVD 88     -      1079.601  (meters)    3541.99   (feet)  ADJUSTED  
 FM0288  ___________________________________________________________________
 FM0288  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 FM0288  DYNAMIC HT  -        1078.324 (meters)    3537.80  (feet)  COMP
 FM0288  MODELED GRAV-     979,414.3   (mgal)                       NAVD 88
 FM0288
 FM0288  VERT ORDER  -  SECOND    CLASS 0
 FM0288
 FM0288.The horizontal coordinates were scaled from a topographic map and have
 FM0288.an estimated accuracy of +/- 6 seconds.
 FM0288
 FM0288.The orthometric height was determined by differential leveling
 FM0288.and adjusted by the National Geodetic Survey in June 1991..
 FM0288
 FM0288.The geoid height was determined by GEOID03.
 FM0288
 FM0288.The dynamic height is computed by dividing the NAVD 88
 FM0288.geopotential number by the normal gravity value computed on the
 FM0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0288.degrees latitude (g = 980.6199 gals.).
 FM0288
 FM0288.The modeled gravity was interpolated from observed gravity values.
 FM0288
 FM0288;                    North         East    Units  Estimated Accuracy
 FM0288;SPC TX N     - 1,155,880.      131,200.      MT  (+/- 180 meters Scaled)
 FM0288
 FM0288                          SUPERSEDED SURVEY CONTROL
 FM0288
 FM0288  NGVD 29 (??/??/92) 1079.122  (m)         3540.42   (f) ADJ UNCH    2 0
 FM0288
 FM0288.Superseded values are not recommended for survey control.
 FM0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0288.See file dsdata.txt to determine how the superseded data were derived.
 FM0288
 FM0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV490211(NAD 83)
 FM0288_MARKER: DB = BENCH MARK DISK
 FM0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0288_STAMPING: J 535 1935
 FM0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0288+STABILITY: SURFACE MOTION
 FM0288
 FM0288  HISTORY     - Date     Condition        Report By
 FM0288  HISTORY     - 1935     MONUMENTED       CGS
 FM0288  HISTORY     - 1966     GOOD             USGS
 FM0288
 FM0288                          STATION DESCRIPTION
 FM0288
 FM0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0288'15.8 MI NW FROM WILDERADO.
 FM0288'ALONG GRADED ROAD AND TRAILS BETWEEN WILDERADO AND TASCOSA.  TO REACH
 FM0288'FROM WILDERADO POST OFFICE GO 1/2 MILE NORTH ALONG GRADED ROAD, THENCE
 FM0288'0.1 MILE WEST ALONG GRADED ROAD, THENCE 0.6 MILE NORTH ALONG GRADED
 FM0288'ROAD, THENCE 1.8 MILES NORTHEAST ACROSS FIELD TO RANCH HOUSE, THENCE
 FM0288'12.8 MILES NORTHWEST ALONG TRAIL.  2 MILES SOUTH OF VEGA - TASCOSA
 FM0288'ROAD.  215 FEET EAST OF COTTON WOOD CAMP RANCH HOUSE, 21 FEET WEST OF
 FM0288'CATTLE GATE, AND 2.3 FEET NORTH OF EAST AND WEST FENCE.
 FM0288
 FM0288                          STATION RECOVERY (1966)
 FM0288
 FM0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1302 ***********************************************************************
 FL1302  DESIGNATION -  J 536
 FL1302  PID         -  FL1302
 FL1302  STATE/COUNTY-  TX/POTTER
 FL1302  USGS QUAD   -  MAYER (1973)
 FL1302
 FL1302                         *CURRENT SURVEY CONTROL
 FL1302  ___________________________________________________________________
 FL1302* NAD 83(1986)-  35 15 22.     (N)    101 38 23.     (W)     SCALED    
 FL1302* NAVD 88     -      1075.694  (meters)    3529.17   (feet)  ADJUSTED  
 FL1302  ___________________________________________________________________
 FL1302  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FL1302  DYNAMIC HT  -        1074.415 (meters)    3524.98  (feet)  COMP
 FL1302  MODELED GRAV-     979,408.5   (mgal)                       NAVD 88
 FL1302
 FL1302  VERT ORDER  -  SECOND    CLASS 0
 FL1302
 FL1302.The horizontal coordinates were scaled from a topographic map and have
 FL1302.an estimated accuracy of +/- 6 seconds.
 FL1302
 FL1302.The orthometric height was determined by differential leveling
 FL1302.and adjusted by the National Geodetic Survey in June 1991..
 FL1302
 FL1302.The geoid height was determined by GEOID03.
 FL1302
 FL1302.The dynamic height is computed by dividing the NAVD 88
 FL1302.geopotential number by the normal gravity value computed on the
 FL1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1302.degrees latitude (g = 980.6199 gals.).
 FL1302
 FL1302.The modeled gravity was interpolated from observed gravity values.
 FL1302
 FL1302;                    North         East    Units  Estimated Accuracy
 FL1302;SPC TX N     - 1,139,360.      187,290.      MT  (+/- 180 meters Scaled)
 FL1302
 FL1302                          SUPERSEDED SURVEY CONTROL
 FL1302
 FL1302  NGVD 29 (??/??/92) 1075.188  (m)         3527.51   (f) ADJ UNCH    2 0
 FL1302
 FL1302.Superseded values are not recommended for survey control.
 FL1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1302.See file dsdata.txt to determine how the superseded data were derived.
 FL1302
 FL1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE598046(NAD 83)
 FL1302_MARKER: DB = BENCH MARK DISK
 FL1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1302_STAMPING: J 536 1935
 FL1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1302+STABILITY: SURFACE MOTION
 FL1302
 FL1302  HISTORY     - Date     Condition        Report By
 FL1302  HISTORY     - 1935     MONUMENTED       CGS
 FL1302  HISTORY     - 1954     MARK NOT FOUND   USGS
 FL1302
 FL1302                          STATION DESCRIPTION
 FL1302
 FL1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1302'1.0 MI W FROM ST FRANCIS.
 FL1302'1.0 MILE WEST OF DEPOT BY RAIL.  ALONG THE SANTE FE RAILROAD AT MILE
 FL1302'POST 542, BETWEEN RAILROAD TRACKS AND STATE HIGHWAY NO. 33.  27 RAILS
 FL1302'EAST OF SEMAPHORE SIGNAL NO. 541.12, 51 FEET SOUTH OF SOUTH RAIL OF
 FL1302'SOUTH TRACK, 36 FEET NORTH OF CENTERLINE OF HIGHWAY, AND 9 FEET
 FL1302'SOUTHWEST OF MILE POST 542.
 FL1302
 FL1302                          STATION RECOVERY (1954)
 FL1302
 FL1302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FL1302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0826 ***********************************************************************
 FL0826  DESIGNATION -  J 537
 FL0826  PID         -  FL0826
 FL0826  STATE/COUNTY-  TX/CARSON
 FL0826  USGS QUAD   -  MC BRIDE (1978)
 FL0826
 FL0826                         *CURRENT SURVEY CONTROL
 FL0826  ___________________________________________________________________
 FL0826* NAD 83(1986)-  35 36 40.     (N)    101 24 18.     (W)     SCALED    
 FL0826* NAVD 88     -       983.932  (meters)    3228.12   (feet)  ADJUSTED  
 FL0826  ___________________________________________________________________
 FL0826  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FL0826  DYNAMIC HT  -         982.813 (meters)    3224.45  (feet)  COMP
 FL0826  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 FL0826
 FL0826  VERT ORDER  -  SECOND    CLASS 0
 FL0826
 FL0826.The horizontal coordinates were scaled from a topographic map and have
 FL0826.an estimated accuracy of +/- 6 seconds.
 FL0826
 FL0826.The orthometric height was determined by differential leveling
 FL0826.and adjusted by the National Geodetic Survey in June 1991..
 FL0826
 FL0826.The geoid height was determined by GEOID03.
 FL0826
 FL0826.The dynamic height is computed by dividing the NAVD 88
 FL0826.geopotential number by the normal gravity value computed on the
 FL0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0826.degrees latitude (g = 980.6199 gals.).
 FL0826
 FL0826.The modeled gravity was interpolated from observed gravity values.
 FL0826
 FL0826;                    North         East    Units  Estimated Accuracy
 FL0826;SPC TX N     - 1,178,740.      208,610.      MT  (+/- 180 meters Scaled)
 FL0826
 FL0826                          SUPERSEDED SURVEY CONTROL
 FL0826
 FL0826  NGVD 29 (??/??/92)  983.462  (m)         3226.57   (f) ADJ UNCH    2 0
 FL0826
 FL0826.Superseded values are not recommended for survey control.
 FL0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0826.See file dsdata.txt to determine how the superseded data were derived.
 FL0826
 FL0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE821434(NAD 83)
 FL0826_MARKER: DB = BENCH MARK DISK
 FL0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0826_STAMPING: J 537 1935
 FL0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0826+STABILITY: SURFACE MOTION
 FL0826
 FL0826  HISTORY     - Date     Condition        Report By
 FL0826  HISTORY     - 1935     MONUMENTED       CGS
 FL0826  HISTORY     - 1953     GOOD             USGS
 FL0826
 FL0826                          STATION DESCRIPTION
 FL0826
 FL0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0826'3.7 MI SW FROM BORGER.
 FL0826'3.7 MILES SOUTHWEST OF PANHANDLE AND S.F. RR DEPOT BY RAIL.  ALONG THE
 FL0826'PANHANDLE AND SANTA FE RAILROAD BETWEEN BORGER AND PANHANDLE, AT NORTH
 FL0826'END OF HILLARD SIDING.  BETWEEN TWO OIL WELLS OF THE CONTINENTAL OIL
 FL0826'CO., 180 FEET NORTH OF MILE POST 24, 73 FEET EAST OF EAST RAIL OF MAIN
 FL0826'TRACK, AND 1 FOOT WEST OF EAST RIGHT OF WAY FENCE.
 FL0826
 FL0826                          STATION RECOVERY (1953)
 FL0826
 FL0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 FL0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0150 ***********************************************************************
 FM0150  DESIGNATION -  J 538
 FM0150  PID         -  FM0150
 FM0150  STATE/COUNTY-  TX/MOORE
 FM0150  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0150
 FM0150                         *CURRENT SURVEY CONTROL
 FM0150  ___________________________________________________________________
 FM0150* NAD 83(1986)-  35 41 29.     (N)    102 09 36.     (W)     SCALED    
 FM0150* NAVD 88     -      1159.514  (meters)    3804.17   (feet)  ADJUSTED  
 FM0150  ___________________________________________________________________
 FM0150  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 FM0150  DYNAMIC HT  -        1158.144 (meters)    3799.68  (feet)  COMP
 FM0150  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 FM0150
 FM0150  VERT ORDER  -  SECOND    CLASS 0
 FM0150
 FM0150.The horizontal coordinates were scaled from a topographic map and have
 FM0150.an estimated accuracy of +/- 6 seconds.
 FM0150
 FM0150.The orthometric height was determined by differential leveling
 FM0150.and adjusted by the National Geodetic Survey in June 1991..
 FM0150
 FM0150.The geoid height was determined by GEOID03.
 FM0150
 FM0150.The dynamic height is computed by dividing the NAVD 88
 FM0150.geopotential number by the normal gravity value computed on the
 FM0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0150.degrees latitude (g = 980.6199 gals.).
 FM0150
 FM0150.The modeled gravity was interpolated from observed gravity values.
 FM0150
 FM0150;                    North         East    Units  Estimated Accuracy
 FM0150;SPC TX N     - 1,187,840.      140,270.      MT  (+/- 180 meters Scaled)
 FM0150
 FM0150                          SUPERSEDED SURVEY CONTROL
 FM0150
 FM0150  NGVD 29 (??/??/92) 1158.950  (m)         3802.32   (f) ADJ UNCH    2 0
 FM0150
 FM0150.Superseded values are not recommended for survey control.
 FM0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0150.See file dsdata.txt to determine how the superseded data were derived.
 FM0150
 FM0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV569534(NAD 83)
 FM0150_MARKER: DB = BENCH MARK DISK
 FM0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0150_STAMPING: J 538 1935
 FM0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0150+STABILITY: SURFACE MOTION
 FM0150
 FM0150  HISTORY     - Date     Condition        Report By
 FM0150  HISTORY     - 1935     MONUMENTED       CGS
 FM0150  HISTORY     - 1938     GOOD             NGS
 FM0150
 FM0150                          STATION DESCRIPTION
 FM0150
 FM0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0150'18.0 MI N FROM TASCOSA.
 FM0150'TO REACH BENCHMARK FROM POST-OFFICE GO 0.8 MILE NORTH ALONG GRADED
 FM0150'ROAD TO CANADIAN RIVER, CONTINUE THENCE 0.6 MILE TO CATTLE GUARD,
 FM0150'THENCE NORTHWEST 1.2 MILES TO A JUNCTION OF ROADS, THENCE NORTH 0.7
 FM0150'MILE, TO CROSS ROAD, THENCE EAST 2.3 MILES, THENCE NORTH ALONG TRAIL
 FM0150'12.4 MILES.  BENCHMARK IS SET ALONG TRAIL BETWEEN TASCOSA AND DUMAS
 FM0150'WEST OF FOUR WAY STORE APPROXIMATELY 240 FEET NORTH OF SMALL WHITE
 FM0150'RANCH HOUSE.  BEING 63.0 FEET NORTH OF CENTER-LINE OF HIGHWAY NO. 385,
 FM0150'AND 29.0 FEET NORTH OF FENCE CORNER.
 FM0150
 FM0150                          STATION RECOVERY (1938)
 FM0150
 FM0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 FM0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0089 ***********************************************************************
 AB0089  DESIGNATION -  J 54
 AB0089  PID         -  AB0089
 AB0089  STATE/COUNTY-  TX/CAMERON
 AB0089  USGS QUAD   -  MOUTH OF RIO GRANDE (1970)
 AB0089
 AB0089                         *CURRENT SURVEY CONTROL
 AB0089  ___________________________________________________________________
 AB0089* NAD 83(1986)-  25 59 32.     (N)    097 10 35.     (W)     SCALED    
 AB0089* NAVD 88     -         0.977  (meters)       3.21   (feet)  ADJUSTED  
 AB0089  ___________________________________________________________________
 AB0089  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 AB0089  DYNAMIC HT  -           0.975 (meters)       3.20  (feet)  COMP
 AB0089  MODELED GRAV-     979,064.0   (mgal)                       NAVD 88
 AB0089
 AB0089  VERT ORDER  -  SECOND    CLASS 0
 AB0089
 AB0089.The horizontal coordinates were scaled from a topographic map and have
 AB0089.an estimated accuracy of +/- 6 seconds.
 AB0089
 AB0089.The orthometric height was determined by differential leveling
 AB0089.and adjusted by the National Geodetic Survey in June 1991..
 AB0089
 AB0089.The geoid height was determined by GEOID03.
 AB0089
 AB0089.The dynamic height is computed by dividing the NAVD 88
 AB0089.geopotential number by the normal gravity value computed on the
 AB0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0089.degrees latitude (g = 980.6199 gals.).
 AB0089
 AB0089.The modeled gravity was interpolated from observed gravity values.
 AB0089
 AB0089;                    North         East    Units  Estimated Accuracy
 AB0089;SPC TX S     - 5,036,770.      432,530.      MT  (+/- 180 meters Scaled)
 AB0089
 AB0089                          SUPERSEDED SURVEY CONTROL
 AB0089
 AB0089  NGVD 29 (??/??/92)    1.076  (m)            3.53   (f) ADJ UNCH    2 0
 AB0089
 AB0089.Superseded values are not recommended for survey control.
 AB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0089.See file dsdata.txt to determine how the superseded data were derived.
 AB0089
 AB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP825760(NAD 83)
 AB0089_MARKER: DD = SURVEY DISK
 AB0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0089_STAMPING: J 54 3.44
 AB0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0089+STABILITY: SURFACE MOTION
 AB0089
 AB0089  HISTORY     - Date     Condition        Report By
 AB0089  HISTORY     - UNK      MONUMENTED
 AB0089  HISTORY     - 1942     GOOD             NGS
 AB0089  HISTORY     - 1949     GOOD             NGS
 AB0089
 AB0089                          STATION DESCRIPTION
 AB0089
 AB0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0089'22.6 MI NE FROM BROWNSVILLE.
 AB0089'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0089'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0089'HIGHWAY NUMBER 4, GO 8.1 MILES TO A BRIDGE AND CATTLEGUARD, CONTINUE
 AB0089'ON STATE HIGHWAY NUMBER 4, GO 10.4 MILES, TO THE ARMY RIFLE RANGE,
 AB0089'CONTINUE ON THE HIGHWAY AND GO 4.1 MILES TO SITE OF BENCH MARK. BENCH
 AB0089'MARK IS ABOUT 1.6 MILES SOUTHWEST OF BOCA CHICA.  ABOUT 0.2 MILE
 AB0089'NORTHEAST OF A SHARP CURVE.  96 FEET NORTH OF AND ABOUT THE SAME
 AB0089'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  AND 3.0 FEET EAST OF A 4
 AB0089'BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.8 FOOT.
 AB0089
 AB0089                          STATION RECOVERY (1949)
 AB0089
 AB0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0357 ***********************************************************************
 FM0357  DESIGNATION -  J 540
 FM0357  PID         -  FM0357
 FM0357  STATE/COUNTY-  TX/RANDALL
 FM0357  USGS QUAD   -  BUSHLAND (1984)
 FM0357
 FM0357                         *CURRENT SURVEY CONTROL
 FM0357  ___________________________________________________________________
 FM0357* NAD 83(1986)-  35 08 51.     (N)    102 03 50.     (W)     SCALED    
 FM0357* NAVD 88     -      1160.656  (meters)    3807.92   (feet)  ADJUSTED  
 FM0357  ___________________________________________________________________
 FM0357  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 FM0357  DYNAMIC HT  -        1159.244 (meters)    3803.29  (feet)  COMP
 FM0357  MODELED GRAV-     979,377.8   (mgal)                       NAVD 88
 FM0357
 FM0357  VERT ORDER  -  SECOND    CLASS 0
 FM0357
 FM0357.The horizontal coordinates were scaled from a topographic map and have
 FM0357.an estimated accuracy of +/- 6 seconds.
 FM0357
 FM0357.The orthometric height was determined by differential leveling
 FM0357.and adjusted by the National Geodetic Survey in June 1991..
 FM0357
 FM0357.The geoid height was determined by GEOID03.
 FM0357
 FM0357.The dynamic height is computed by dividing the NAVD 88
 FM0357.geopotential number by the normal gravity value computed on the
 FM0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0357.degrees latitude (g = 980.6199 gals.).
 FM0357
 FM0357.The modeled gravity was interpolated from observed gravity values.
 FM0357
 FM0357;                    North         East    Units  Estimated Accuracy
 FM0357;SPC TX N     - 1,127,450.      148,620.      MT  (+/- 180 meters Scaled)
 FM0357
 FM0357                          SUPERSEDED SURVEY CONTROL
 FM0357
 FM0357  NGVD 29 (??/??/92) 1160.152  (m)         3806.27   (f) ADJ UNCH    2 0
 FM0357
 FM0357.Superseded values are not recommended for survey control.
 FM0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0357.See file dsdata.txt to determine how the superseded data were derived.
 FM0357
 FM0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU674933(NAD 83)
 FM0357_MARKER: DB = BENCH MARK DISK
 FM0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0357_STAMPING: J 540 1935
 FM0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0357+STABILITY: SURFACE MOTION
 FM0357
 FM0357  HISTORY     - Date     Condition        Report By
 FM0357  HISTORY     - 1935     MONUMENTED       CGS
 FM0357  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0357  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0357
 FM0357                          STATION DESCRIPTION
 FM0357
 FM0357'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FM0357'3.1 MI S FROM BUSHLAND.
 FM0357'IN RANDALL COUNTY, 3.1 MILES SOUTH ALONG THE UMBARGER ROAD FROM THE
 FM0357'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT BUSHLAND, POTTER
 FM0357'COUNTY, 0.9 MILE NORTH OF A RANCH HOUSE WITH THREE PECULIAR-SHAPED
 FM0357'GABLES IN FRONT, AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 78
 FM0357'FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 52 FEET
 FM0357'NORTHEAST OF A FENCE CORNER, 16 FEET NORTH OF A LANE LEADING EAST TO A
 FM0357'RANCH HOUSE, 3.7 FEET NORTH OF THE EAST-AND-WEST FENCE, AND SET IN THE
 FM0357'TOP OF A CONCRETE POST.  NOTE-- BELIEVED DESTROYED DURING ROAD
 FM0357'CONSTRUCTION IN THIS AREA.
 FM0357
 FM0357                          STATION RECOVERY (1980)
 FM0357
 FM0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0608 ***********************************************************************
 FL0608  DESIGNATION -  J 541
 FL0608  PID         -  FL0608
 FL0608  STATE/COUNTY-  TX/ROBERTS
 FL0608  USGS QUAD   -  PAMPA NW (1971)
 FL0608
 FL0608                         *CURRENT SURVEY CONTROL
 FL0608  ___________________________________________________________________
 FL0608* NAD 83(1986)-  35 42 26.     (N)    100 59 24.     (W)     SCALED    
 FL0608* NAVD 88     -       962.471  (meters)    3157.71   (feet)  ADJUSTED  
 FL0608  ___________________________________________________________________
 FL0608  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 FL0608  DYNAMIC HT  -         961.396 (meters)    3154.18  (feet)  COMP
 FL0608  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 FL0608
 FL0608  VERT ORDER  -  SECOND    CLASS 0
 FL0608
 FL0608.The horizontal coordinates were scaled from a topographic map and have
 FL0608.an estimated accuracy of +/- 6 seconds.
 FL0608
 FL0608.The orthometric height was determined by differential leveling
 FL0608.and adjusted by the National Geodetic Survey in June 1991..
 FL0608
 FL0608.The geoid height was determined by GEOID03.
 FL0608
 FL0608.The dynamic height is computed by dividing the NAVD 88
 FL0608.geopotential number by the normal gravity value computed on the
 FL0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0608.degrees latitude (g = 980.6199 gals.).
 FL0608
 FL0608.The modeled gravity was interpolated from observed gravity values.
 FL0608
 FL0608;                    North         East    Units  Estimated Accuracy
 FL0608;SPC TX N     - 1,189,510.      246,150.      MT  (+/- 180 meters Scaled)
 FL0608
 FL0608                          SUPERSEDED SURVEY CONTROL
 FL0608
 FL0608  NGVD 29 (??/??/92)  962.034  (m)         3156.27   (f) ADJ UNCH    2 0
 FL0608
 FL0608.Superseded values are not recommended for survey control.
 FL0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0608.See file dsdata.txt to determine how the superseded data were derived.
 FL0608
 FL0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE199533(NAD 83)
 FL0608_MARKER: DB = BENCH MARK DISK
 FL0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0608_STAMPING: J 541 1935
 FL0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0608+STABILITY: SURFACE MOTION
 FL0608
 FL0608  HISTORY     - Date     Condition        Report By
 FL0608  HISTORY     - 1935     MONUMENTED       CGS
 FL0608  HISTORY     - 1941     GOOD             NGS
 FL0608
 FL0608                          STATION DESCRIPTION
 FL0608
 FL0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FL0608'14.5 MI N FROM PAMPA.
 FL0608'IN ROBERTS COUNTY, 14.5 MILES NORTH OF PAMPA, GRAY COUNTY.  THIS BENCH
 FL0608'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 7.4 MILES NORTH, 2.0
 FL0608'MILES WEST, AND 0.8 MILE NORTH ALONG GRADED ROADS AND THENCE 4.3 MILES
 FL0608'NORTH ALONG A TRAIL.  IT IS 2.2 MILES NORTHWEST OF ONE AUTOMOBILE
 FL0608'GATE, 1.4 MILES SOUTH OF ANOTHER AUTOMOBILE GATE, AT THE TOP OF A LONG
 FL0608'HILL, 37.8 FEET NORTHEAST OF THE CENTERLINE OF THE TRAIL, IN LINE WITH
 FL0608'A ROW OF POLES, AND 22.6 FEET NORTH OF A POLE.  A STANDARD DISK,
 FL0608'STAMPED J 541 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0764 ***********************************************************************
 FL0764  DESIGNATION -  J 542
 FL0764  PID         -  FL0764
 FL0764  STATE/COUNTY-  TX/HUTCHINSON
 FL0764  USGS QUAD   -  SKELLYTOWN NW (1971)
 FL0764
 FL0764                         *CURRENT SURVEY CONTROL
 FL0764  ___________________________________________________________________
 FL0764* NAD 83(1986)-  35 42 56.     (N)    101 14 06.     (W)     SCALED    
 FL0764* NAVD 88     -       891.539  (meters)    2924.99   (feet)  ADJUSTED  
 FL0764  ___________________________________________________________________
 FL0764  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 FL0764  DYNAMIC HT  -         890.550 (meters)    2921.75  (feet)  COMP
 FL0764  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 FL0764
 FL0764  VERT ORDER  -  SECOND    CLASS 0
 FL0764
 FL0764.The horizontal coordinates were scaled from a topographic map and have
 FL0764.an estimated accuracy of +/- 6 seconds.
 FL0764
 FL0764.The orthometric height was determined by differential leveling
 FL0764.and adjusted by the National Geodetic Survey in June 1991..
 FL0764
 FL0764.The geoid height was determined by GEOID03.
 FL0764
 FL0764.The dynamic height is computed by dividing the NAVD 88
 FL0764.geopotential number by the normal gravity value computed on the
 FL0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0764.degrees latitude (g = 980.6199 gals.).
 FL0764
 FL0764.The modeled gravity was interpolated from observed gravity values.
 FL0764
 FL0764;                    North         East    Units  Estimated Accuracy
 FL0764;SPC TX N     - 1,190,350.      223,980.      MT  (+/- 180 meters Scaled)
 FL0764
 FL0764                          SUPERSEDED SURVEY CONTROL
 FL0764
 FL0764  NGVD 29 (??/??/92)  891.099  (m)         2923.55   (f) ADJ UNCH    2 0
 FL0764
 FL0764.Superseded values are not recommended for survey control.
 FL0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0764.See file dsdata.txt to determine how the superseded data were derived.
 FL0764
 FL0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE978547(NAD 83)
 FL0764_MARKER: DB = BENCH MARK DISK
 FL0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0764_STAMPING: J 542 1935
 FL0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0764+STABILITY: SURFACE MOTION
 FL0764
 FL0764  HISTORY     - Date     Condition        Report By
 FL0764  HISTORY     - 1935     MONUMENTED       CGS
 FL0764  HISTORY     - 1953     GOOD             NGS
 FL0764
 FL0764                          STATION DESCRIPTION
 FL0764
 FL0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0764'4.9 MI SW FROM PLEMONS.
 FL0764'4.9 MILES SOUTHWEST ALONG A ROAD FROM THE POST OFFICE AT PLEMONS,
 FL0764'THENCE 9.2 MILES SOUTHEAST ALONG A TRAIL AND ROAD.  0.2 MILE WEST OF A
 FL0764'BRIDGE OVER SPRING CREEK, ON THE TOP OF A LARGE HILL, AT THE ENTRANCE
 FL0764'TO THE J.C. MATNEY RANCH, 52.8 FEET SOUTH OF THE CENTERLINE OF THE
 FL0764'ROAD, 15.8 FEET WEST OF THE CENTERLINE OF THE RANCH ROAD, AND 1.7 FEET
 FL0764'SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED J 542 1935 AND SET IN
 FL0764'THE TOP OF A CONCRETE POST.  NOTE-- DISK HAS BEEN MUTILATED UNTIL
 FL0764'STAMPED LETTERS ARE DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0547 ***********************************************************************
 FL0547  DESIGNATION -  J 543
 FL0547  PID         -  FL0547
 FL0547  STATE/COUNTY-  TX/ROBERTS
 FL0547  USGS QUAD   -  MIAMI (1972)
 FL0547
 FL0547                         *CURRENT SURVEY CONTROL
 FL0547  ___________________________________________________________________
 FL0547* NAD 83(1986)-  35 44 51.     (N)    100 43 03.     (W)     SCALED    
 FL0547* NAVD 88     -       935.473  (meters)    3069.13   (feet)  ADJUSTED  
 FL0547  ___________________________________________________________________
 FL0547  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FL0547  DYNAMIC HT  -         934.433 (meters)    3065.72  (feet)  COMP
 FL0547  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 FL0547
 FL0547  VERT ORDER  -  SECOND    CLASS 0
 FL0547
 FL0547.The horizontal coordinates were scaled from a topographic map and have
 FL0547.an estimated accuracy of +/- 6 seconds.
 FL0547
 FL0547.The orthometric height was determined by differential leveling
 FL0547.and adjusted by the National Geodetic Survey in June 1991..
 FL0547
 FL0547.The geoid height was determined by GEOID03.
 FL0547
 FL0547.The dynamic height is computed by dividing the NAVD 88
 FL0547.geopotential number by the normal gravity value computed on the
 FL0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0547.degrees latitude (g = 980.6199 gals.).
 FL0547
 FL0547.The modeled gravity was interpolated from observed gravity values.
 FL0547
 FL0547;                    North         East    Units  Estimated Accuracy
 FL0547;SPC TX N     - 1,194,140.      270,770.      MT  (+/- 180 meters Scaled)
 FL0547
 FL0547                          SUPERSEDED SURVEY CONTROL
 FL0547
 FL0547  NGVD 29 (??/??/92)  935.062  (m)         3067.78   (f) ADJ UNCH    2 0
 FL0547
 FL0547.Superseded values are not recommended for survey control.
 FL0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0547.See file dsdata.txt to determine how the superseded data were derived.
 FL0547
 FL0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE447573(NAD 83)
 FL0547_MARKER: DB = BENCH MARK DISK
 FL0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0547_STAMPING: J 543 1935
 FL0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0547+STABILITY: SURFACE MOTION
 FL0547
 FL0547  HISTORY     - Date     Condition        Report By
 FL0547  HISTORY     - 1935     MONUMENTED       CGS
 FL0547  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0547
 FL0547                          STATION DESCRIPTION
 FL0547
 FL0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0547'6.7 MI NW FROM MIAMI.
 FL0547'6.7 MILES NORTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE AT MIAMI,
 FL0547'0.6 MILE SOUTHEAST OF A ROAD INTERSECTION, 37.2 FEET SOUTHWEST OF THE
 FL0547'CENTERLINE OF THE ROAD, AND 34 FEET NORTHEAST OF THE RIGHT-OF-WAY
 FL0547'FENCE.  A STANDARD DISK, STAMPED J 543 1935 AND SET IN THE TOP OF A
 FL0547'CONCRETE POST.  NOTE-- RD. WORK IN AREA.
 FL0547
 FL0547                          STATION RECOVERY (1971)
 FL0547
 FL0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0548 ***********************************************************************
 FL0548  DESIGNATION -  J 544
 FL0548  PID         -  FL0548
 FL0548  STATE/COUNTY-  TX/ROBERTS
 FL0548  USGS QUAD   -  HORSE CREEK SOUTH (1972)
 FL0548
 FL0548                         *CURRENT SURVEY CONTROL
 FL0548  ___________________________________________________________________
 FL0548* NAD 83(1986)-  35 46 43.     (N)    100 44 10.     (W)     SCALED    
 FL0548* NAVD 88     -       938.666  (meters)    3079.61   (feet)  ADJUSTED  
 FL0548  ___________________________________________________________________
 FL0548  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 FL0548  DYNAMIC HT  -         937.627 (meters)    3076.20  (feet)  COMP
 FL0548  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 FL0548
 FL0548  VERT ORDER  -  SECOND    CLASS 0
 FL0548
 FL0548.The horizontal coordinates were scaled from a topographic map and have
 FL0548.an estimated accuracy of +/- 6 seconds.
 FL0548
 FL0548.The orthometric height was determined by differential leveling
 FL0548.and adjusted by the National Geodetic Survey in June 1991..
 FL0548
 FL0548.The geoid height was determined by GEOID03.
 FL0548
 FL0548.The dynamic height is computed by dividing the NAVD 88
 FL0548.geopotential number by the normal gravity value computed on the
 FL0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0548.degrees latitude (g = 980.6199 gals.).
 FL0548
 FL0548.The modeled gravity was interpolated from observed gravity values.
 FL0548
 FL0548;                    North         East    Units  Estimated Accuracy
 FL0548;SPC TX N     - 1,197,580.      269,060.      MT  (+/- 180 meters Scaled)
 FL0548
 FL0548                          SUPERSEDED SURVEY CONTROL
 FL0548
 FL0548  NGVD 29 (??/??/92)  938.256  (m)         3078.26   (f) ADJ UNCH    2 0
 FL0548
 FL0548.Superseded values are not recommended for survey control.
 FL0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0548.See file dsdata.txt to determine how the superseded data were derived.
 FL0548
 FL0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE430607(NAD 83)
 FL0548_MARKER: DB = BENCH MARK DISK
 FL0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0548_STAMPING: J 544 1935
 FL0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0548+STABILITY: SURFACE MOTION
 FL0548
 FL0548  HISTORY     - Date     Condition        Report By
 FL0548  HISTORY     - 1935     MONUMENTED       CGS
 FL0548  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0548
 FL0548                          STATION DESCRIPTION
 FL0548
 FL0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0548'9.8 MI NW FROM MIAMI.
 FL0548'9.8 MILES NORTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE AT MIAMI,
 FL0548'2.0 MILES NORTH OF A ROAD JUNCTION, 0.4 MILE SOUTH OF THE ENTRANCE TO
 FL0548'A RANCH, 31.4 FEET EAST OF THE CEMTERLINE OF THE ROAD, AND 1.4 FEET
 FL0548'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 544 1935
 FL0548'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RD. WORK IN AREA.
 FL0548
 FL0548                          STATION RECOVERY (1971)
 FL0548
 FL0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0843 ***********************************************************************
 FL0843  DESIGNATION -  J 545
 FL0843  PID         -  FL0843
 FL0843  STATE/COUNTY-  TX/CARSON
 FL0843  USGS QUAD   -  BORGER SE (1978)
 FL0843
 FL0843                         *CURRENT SURVEY CONTROL
 FL0843  ___________________________________________________________________
 FL0843* NAD 83(1986)-  35 30 57.     (N)    101 15 41.     (W)     SCALED    
 FL0843* NAVD 88     -      1012.067  (meters)    3320.42   (feet)  ADJUSTED  
 FL0843  ___________________________________________________________________
 FL0843  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL0843  DYNAMIC HT  -        1010.923 (meters)    3316.67  (feet)  COMP
 FL0843  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 FL0843
 FL0843  VERT ORDER  -  SECOND    CLASS 0
 FL0843
 FL0843.The horizontal coordinates were scaled from a topographic map and have
 FL0843.an estimated accuracy of +/- 6 seconds.
 FL0843
 FL0843.The orthometric height was determined by differential leveling
 FL0843.and adjusted by the National Geodetic Survey in June 1991..
 FL0843
 FL0843.The geoid height was determined by GEOID03.
 FL0843
 FL0843.The dynamic height is computed by dividing the NAVD 88
 FL0843.geopotential number by the normal gravity value computed on the
 FL0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0843.degrees latitude (g = 980.6199 gals.).
 FL0843
 FL0843.The modeled gravity was interpolated from observed gravity values.
 FL0843
 FL0843;                    North         East    Units  Estimated Accuracy
 FL0843;SPC TX N     - 1,168,190.      221,640.      MT  (+/- 180 meters Scaled)
 FL0843
 FL0843                          SUPERSEDED SURVEY CONTROL
 FL0843
 FL0843  NGVD 29 (??/??/92) 1011.608  (m)         3318.92   (f) ADJ UNCH    2 0
 FL0843
 FL0843.Superseded values are not recommended for survey control.
 FL0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0843.See file dsdata.txt to determine how the superseded data were derived.
 FL0843
 FL0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE949326(NAD 83)
 FL0843_MARKER: DB = BENCH MARK DISK
 FL0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0843_STAMPING: J 545 1935
 FL0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0843+STABILITY: SURFACE MOTION
 FL0843
 FL0843  HISTORY     - Date     Condition        Report By
 FL0843  HISTORY     - 1935     MONUMENTED       CGS
 FL0843
 FL0843                          STATION DESCRIPTION
 FL0843
 FL0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0843'5.0 MI N FROM WHITE DEER.
 FL0843'5.0 MILES NORTH ALONG STATE HIGHWAY 117 FROM THE POST OFFICE AT WHITE
 FL0843'DEER, CARSON COUNTY, 4.2 MILES WEST ALONG A TRAIL AND PIPE LINE.  0.2
 FL0843'MILE WEST OF A ROAD JUNCTION, 27.8 FEET NORTH OF THE CENTERLINE OF THE
 FL0843'TRAIL, AND 2.4 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED J 545
 FL0843'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0083 ***********************************************************************
 FL0083  DESIGNATION -  J 546
 FL0083  PID         -  FL0083
 FL0083  STATE/COUNTY-  TX/HEMPHILL
 FL0083  USGS QUAD   -  YOUNG RANCH (1967)
 FL0083
 FL0083                         *CURRENT SURVEY CONTROL
 FL0083  ___________________________________________________________________
 FL0083* NAD 83(1986)-  35 43 18.     (N)    100 27 07.     (W)     SCALED    
 FL0083* NAVD 88     -       806.480  (meters)    2645.93   (feet)  ADJUSTED  
 FL0083  ___________________________________________________________________
 FL0083  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 FL0083  DYNAMIC HT  -         805.592 (meters)    2643.01  (feet)  COMP
 FL0083  MODELED GRAV-     979,506.9   (mgal)                       NAVD 88
 FL0083
 FL0083  VERT ORDER  -  SECOND    CLASS 0
 FL0083
 FL0083.The horizontal coordinates were scaled from a topographic map and have
 FL0083.an estimated accuracy of +/- 6 seconds.
 FL0083
 FL0083.The orthometric height was determined by differential leveling
 FL0083.and adjusted by the National Geodetic Survey in June 1991..
 FL0083
 FL0083.The geoid height was determined by GEOID03.
 FL0083
 FL0083.The dynamic height is computed by dividing the NAVD 88
 FL0083.geopotential number by the normal gravity value computed on the
 FL0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0083.degrees latitude (g = 980.6199 gals.).
 FL0083
 FL0083.The modeled gravity was interpolated from observed gravity values.
 FL0083
 FL0083;                    North         East    Units  Estimated Accuracy
 FL0083;SPC TX N     - 1,191,500.      294,820.      MT  (+/- 180 meters Scaled)
 FL0083
 FL0083                          SUPERSEDED SURVEY CONTROL
 FL0083
 FL0083  NGVD 29 (??/??/92)  806.106  (m)         2644.70   (f) ADJ UNCH    2 0
 FL0083
 FL0083.Superseded values are not recommended for survey control.
 FL0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0083.See file dsdata.txt to determine how the superseded data were derived.
 FL0083
 FL0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE686540(NAD 83)
 FL0083_MARKER: DB = BENCH MARK DISK
 FL0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0083_STAMPING: J 546 1935
 FL0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0083+STABILITY: SURFACE MOTION
 FL0083
 FL0083  HISTORY     - Date     Condition        Report By
 FL0083  HISTORY     - 1935     MONUMENTED       CGS
 FL0083  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0083
 FL0083                          STATION DESCRIPTION
 FL0083
 FL0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0083'16.1 MI E FROM MIAMI.
 FL0083'TO REACH FROM COURTHOUSE AT MIAMI GO 12.2 MILES NORTHEAST ALONG U.S.
 FL0083'HIGHWAY NO. 60, THENCE 3.9 MILES SOUTH ALONG GRADED ROAD.  0.4 MILE
 FL0083'NORTH OF CIRCLE BAR RANCH, JUST NORTHEAST OF LONE STAR SCHOOL DISTRICT
 FL0083'NO. 7 SCHOOL BUILDING.   48.0 FEET NORTHEAST OF NORTHEAST CORNER OF
 FL0083'BUILDING, 42.8 FEET WEST OF CENTERLINE OF GRADED ROAD, AND 2.4 FEET
 FL0083'SOUTH OF FENCE.
 FL0083
 FL0083                          STATION RECOVERY (1966)
 FL0083
 FL0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0532 ***********************************************************************
 FL0532  DESIGNATION -  J 547
 FL0532  PID         -  FL0532
 FL0532  STATE/COUNTY-  TX/GRAY
 FL0532  USGS QUAD   -  HOOVER (1967)
 FL0532
 FL0532                         *CURRENT SURVEY CONTROL
 FL0532  ___________________________________________________________________
 FL0532* NAD 83(1986)-  35 36 41.     (N)    100 46 33.     (W)     SCALED    
 FL0532* NAVD 88     -       939.391  (meters)    3081.99   (feet)  ADJUSTED  
 FL0532  ___________________________________________________________________
 FL0532  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 FL0532  DYNAMIC HT  -         938.362 (meters)    3078.61  (feet)  COMP
 FL0532  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 FL0532
 FL0532  VERT ORDER  -  SECOND    CLASS 0
 FL0532
 FL0532.The horizontal coordinates were scaled from a topographic map and have
 FL0532.an estimated accuracy of +/- 6 seconds.
 FL0532
 FL0532.The orthometric height was determined by differential leveling
 FL0532.and adjusted by the National Geodetic Survey in June 1991..
 FL0532
 FL0532.The geoid height was determined by GEOID03.
 FL0532
 FL0532.The dynamic height is computed by dividing the NAVD 88
 FL0532.geopotential number by the normal gravity value computed on the
 FL0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0532.degrees latitude (g = 980.6199 gals.).
 FL0532
 FL0532.The modeled gravity was interpolated from observed gravity values.
 FL0532
 FL0532;                    North         East    Units  Estimated Accuracy
 FL0532;SPC TX N     - 1,179,000.      265,610.      MT  (+/- 180 meters Scaled)
 FL0532
 FL0532                          SUPERSEDED SURVEY CONTROL
 FL0532
 FL0532  NGVD 29 (??/??/92)  938.990  (m)         3080.67   (f) ADJ UNCH    2 0
 FL0532
 FL0532.Superseded values are not recommended for survey control.
 FL0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0532.See file dsdata.txt to determine how the superseded data were derived.
 FL0532
 FL0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE391422(NAD 83)
 FL0532_MARKER: DB = BENCH MARK DISK
 FL0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0532_STAMPING: J 547 1935
 FL0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0532+STABILITY: SURFACE MOTION
 FL0532
 FL0532  HISTORY     - Date     Condition        Report By
 FL0532  HISTORY     - 1935     MONUMENTED       CGS
 FL0532
 FL0532                          STATION DESCRIPTION
 FL0532
 FL0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0532'3.8 MI NE FROM HOOVER.
 FL0532'TO REACH FROM HOOVER GO 3.0 MILES NORTHEAST ALONG SANTA FE RAILROAD,
 FL0532'THENCE 0.8 MILE SOUTH ALONG TRAIL.  ON TOP OF LARGE HILL, NEAR SECTION
 FL0532'LINE FENCE DEEP GULLEY TO THE WEST.  77.6 FEET EAST OF CENTERLINE OF
 FL0532'TRAIL, AND 4.4 FEET WEST OF SECTION LINE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0100 ***********************************************************************
 FL0100  DESIGNATION -  J 548
 FL0100  PID         -  FL0100
 FL0100  STATE/COUNTY-  TX/WHEELER
 FL0100  USGS QUAD   -  MOBEETIE (1963)
 FL0100
 FL0100                         *CURRENT SURVEY CONTROL
 FL0100  ___________________________________________________________________
 FL0100* NAD 83(1986)-  35 32 08.     (N)    100 27 32.     (W)     SCALED    
 FL0100* NAVD 88     -       816.394  (meters)    2678.45   (feet)  ADJUSTED  
 FL0100  ___________________________________________________________________
 FL0100  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 FL0100  DYNAMIC HT  -         815.510 (meters)    2675.55  (feet)  COMP
 FL0100  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 FL0100
 FL0100  VERT ORDER  -  SECOND    CLASS 0
 FL0100
 FL0100.The horizontal coordinates were scaled from a topographic map and have
 FL0100.an estimated accuracy of +/- 6 seconds.
 FL0100
 FL0100.The orthometric height was determined by differential leveling
 FL0100.and adjusted by the National Geodetic Survey in June 1991..
 FL0100
 FL0100.The geoid height was determined by GEOID03.
 FL0100
 FL0100.The dynamic height is computed by dividing the NAVD 88
 FL0100.geopotential number by the normal gravity value computed on the
 FL0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0100.degrees latitude (g = 980.6199 gals.).
 FL0100
 FL0100.The modeled gravity was interpolated from observed gravity values.
 FL0100
 FL0100;                    North         East    Units  Estimated Accuracy
 FL0100;SPC TX N     - 1,170,850.      294,410.      MT  (+/- 180 meters Scaled)
 FL0100
 FL0100                          SUPERSEDED SURVEY CONTROL
 FL0100
 FL0100  NGVD 29 (??/??/92)  816.048  (m)         2677.32   (f) ADJ UNCH    2 0
 FL0100
 FL0100.Superseded values are not recommended for survey control.
 FL0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0100.See file dsdata.txt to determine how the superseded data were derived.
 FL0100
 FL0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE677334(NAD 83)
 FL0100_MARKER: DB = BENCH MARK DISK
 FL0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0100_STAMPING: J 548 1935
 FL0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0100+STABILITY: SURFACE MOTION
 FL0100
 FL0100  HISTORY     - Date     Condition        Report By
 FL0100  HISTORY     - 1935     MONUMENTED       CGS
 FL0100  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0100
 FL0100                          STATION DESCRIPTION
 FL0100
 FL0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0100'1.2 MI W FROM MOBEETIE.
 FL0100'1.2 MILES WEST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND
 FL0100'S.F. RAILROAD BETWEEN MOBEETIE AND LAKETON, AT ROAD CROSSING JUST EAST
 FL0100'OF MILE POST NO. 29.  131.5 FEET EAST OF MILE POST 29, 121.4 FEET
 FL0100'NORTHEAST OF CENTER OF ROAD CROSSING, 65.7 FEET NORTH OF RIGHT OF WAY
 FL0100'FENCE, AND 3.8 FEET EAST OF PASTURE FENCE.
 FL0100
 FL0100                          STATION RECOVERY (1963)
 FL0100
 FL0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0592 ***********************************************************************
 FL0592  DESIGNATION -  J 549
 FL0592  PID         -  FL0592
 FL0592  STATE/COUNTY-  TX/ROBERTS
 FL0592  USGS QUAD   -  WASHBURN ARROYO (1972)
 FL0592
 FL0592                         *CURRENT SURVEY CONTROL
 FL0592  ___________________________________________________________________
 FL0592* NAD 83(1986)-  35 48 01.     (N)    100 34 01.     (W)     SCALED    
 FL0592* NAVD 88     -       885.991  (meters)    2906.79   (feet)  ADJUSTED  
 FL0592  ___________________________________________________________________
 FL0592  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 FL0592  DYNAMIC HT  -         885.019 (meters)    2903.60  (feet)  COMP
 FL0592  MODELED GRAV-     979,506.4   (mgal)                       NAVD 88
 FL0592
 FL0592  VERT ORDER  -  SECOND    CLASS 0
 FL0592
 FL0592.The horizontal coordinates were scaled from a topographic map and have
 FL0592.an estimated accuracy of +/- 6 seconds.
 FL0592
 FL0592.The orthometric height was determined by differential leveling
 FL0592.and adjusted by the National Geodetic Survey in June 1991..
 FL0592
 FL0592.The geoid height was determined by GEOID03.
 FL0592
 FL0592.The dynamic height is computed by dividing the NAVD 88
 FL0592.geopotential number by the normal gravity value computed on the
 FL0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0592.degrees latitude (g = 980.6199 gals.).
 FL0592
 FL0592.The modeled gravity was interpolated from observed gravity values.
 FL0592
 FL0592;                    North         East    Units  Estimated Accuracy
 FL0592;SPC TX N     - 1,200,120.      284,330.      MT  (+/- 180 meters Scaled)
 FL0592
 FL0592                          SUPERSEDED SURVEY CONTROL
 FL0592
 FL0592  NGVD 29 (??/??/92)  885.610  (m)         2905.54   (f) ADJ UNCH    2 0
 FL0592
 FL0592.Superseded values are not recommended for survey control.
 FL0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0592.See file dsdata.txt to determine how the superseded data were derived.
 FL0592
 FL0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE584629(NAD 83)
 FL0592_MARKER: DB = BENCH MARK DISK
 FL0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0592_STAMPING: J 549 1935
 FL0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0592+STABILITY: SURFACE MOTION
 FL0592
 FL0592  HISTORY     - Date     Condition        Report By
 FL0592  HISTORY     - 1935     MONUMENTED       CGS
 FL0592  HISTORY     - 1972     GOOD             USGS
 FL0592
 FL0592                          STATION DESCRIPTION
 FL0592
 FL0592'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 FL0592'4.4 MI W FROM MENDOTA.
 FL0592'4.4 MI. W. ALONG A RD. FROM THE GRADE X-ING AT MENDOTA, HEMPHILL
 FL0592'COUNTY, ON THE TOP OF A LARGE FLAT, 27.5 FT. N. OF THE RD., 1.0 FT. S.
 FL0592'OF A METAL WITNESS SIGN.  A STANDARD DISK STAMPED J 549 1935 AND SET
 FL0592'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0245 ***********************************************************************
 FL0245  DESIGNATION -  J 550
 FL0245  PID         -  FL0245
 FL0245  STATE/COUNTY-  TX/WHEELER
 FL0245  USGS QUAD   -  SPRING CREEK (1962)
 FL0245
 FL0245                         *CURRENT SURVEY CONTROL
 FL0245  ___________________________________________________________________
 FL0245* NAD 83(1986)-  35 24 38.     (N)    100 29 08.     (W)     SCALED    
 FL0245* NAVD 88     -       770.640  (meters)    2528.34   (feet)  ADJUSTED  
 FL0245  ___________________________________________________________________
 FL0245  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL0245  DYNAMIC HT  -         769.820 (meters)    2525.65  (feet)  COMP
 FL0245  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 FL0245
 FL0245  VERT ORDER  -  SECOND    CLASS 0
 FL0245
 FL0245.The horizontal coordinates were scaled from a topographic map and have
 FL0245.an estimated accuracy of +/- 6 seconds.
 FL0245
 FL0245.The orthometric height was determined by differential leveling
 FL0245.and adjusted by the National Geodetic Survey in June 1991..
 FL0245
 FL0245.The geoid height was determined by GEOID03.
 FL0245
 FL0245.The dynamic height is computed by dividing the NAVD 88
 FL0245.geopotential number by the normal gravity value computed on the
 FL0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0245.degrees latitude (g = 980.6199 gals.).
 FL0245
 FL0245.The modeled gravity was interpolated from observed gravity values.
 FL0245
 FL0245;                    North         East    Units  Estimated Accuracy
 FL0245;SPC TX N     - 1,156,960.      292,130.      MT  (+/- 180 meters Scaled)
 FL0245
 FL0245                          SUPERSEDED SURVEY CONTROL
 FL0245
 FL0245  NGVD 29 (??/??/92)  770.308  (m)         2527.25   (f) ADJ UNCH    2 0
 FL0245
 FL0245.Superseded values are not recommended for survey control.
 FL0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0245.See file dsdata.txt to determine how the superseded data were derived.
 FL0245
 FL0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE651195(NAD 83)
 FL0245_MARKER: DB = BENCH MARK DISK
 FL0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0245_STAMPING: J-550 1935
 FL0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0245+STABILITY: SURFACE MOTION
 FL0245
 FL0245  HISTORY     - Date     Condition        Report By
 FL0245  HISTORY     - 1935     MONUMENTED       CGS
 FL0245  HISTORY     - 1945     MARK NOT FOUND   NGS
 FL0245
 FL0245                          STATION DESCRIPTION
 FL0245
 FL0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0245'10.9 MI SW FROM MABEETIE.
 FL0245'TO REACH BENCHMARK FROM DEPOT GO 1.3 MILES WEST ALONG RAILROAD, THENCE
 FL0245'1.1 MILES SOUTH ALONG GRADED ROAD, THENCE 1.4 MILES WEST ALONG STATE
 FL0245'HIGHWAY NO. 152, THENCE 7.1 MILES SOUTH ALONG GRADED ROAD. BENCHMARK
 FL0245'IS ON LONG FLAT HILL.  49.1 FEET SOUTH OF CENTERLINE OF ENTRANCE TO
 FL0245'FIELD.  24.2 FEET WEST OF CENTER-LINE OF ROAD.  2.7 FEET EAST OF
 FL0245'RIGHT-OF-WAY FENCE.
 FL0245
 FL0245                          STATION RECOVERY (1945)
 FL0245
 FL0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 FL0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0924 ***********************************************************************
 FL0924  DESIGNATION -  J 551
 FL0924  PID         -  FL0924
 FL0924  STATE/COUNTY-  TX/CARSON
 FL0924  USGS QUAD   -  WHITE DEER (1965)
 FL0924
 FL0924                         *CURRENT SURVEY CONTROL
 FL0924  ___________________________________________________________________
 FL0924* NAD 83(1986)-  35 23 42.     (N)    101 10 10.     (W)     SCALED    
 FL0924* NAVD 88     -      1020.701  (meters)    3348.75   (feet)  ADJUSTED  
 FL0924  ___________________________________________________________________
 FL0924  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0924  DYNAMIC HT  -        1019.538 (meters)    3344.93  (feet)  COMP
 FL0924  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 FL0924
 FL0924  VERT ORDER  -  SECOND    CLASS 0
 FL0924
 FL0924.The horizontal coordinates were scaled from a topographic map and have
 FL0924.an estimated accuracy of +/- 6 seconds.
 FL0924
 FL0924.The orthometric height was determined by differential leveling
 FL0924.and adjusted by the National Geodetic Survey in June 1991..
 FL0924
 FL0924.The geoid height was determined by GEOID03.
 FL0924
 FL0924.The dynamic height is computed by dividing the NAVD 88
 FL0924.geopotential number by the normal gravity value computed on the
 FL0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0924.degrees latitude (g = 980.6199 gals.).
 FL0924
 FL0924.The modeled gravity was interpolated from observed gravity values.
 FL0924
 FL0924;                    North         East    Units  Estimated Accuracy
 FL0924;SPC TX N     - 1,154,810.      230,030.      MT  (+/- 180 meters Scaled)
 FL0924
 FL0924                          SUPERSEDED SURVEY CONTROL
 FL0924
 FL0924  NGVD 29 (??/??/92) 1020.25   (m)         3347.3    (f) COMPUTED    2 0
 FL0924
 FL0924.Superseded values are not recommended for survey control.
 FL0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0924.See file dsdata.txt to determine how the superseded data were derived.
 FL0924
 FL0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE029190(NAD 83)
 FL0924_MARKER: DB = BENCH MARK DISK
 FL0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0924_STAMPING: J-551 1935
 FL0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0924+STABILITY: SURFACE MOTION
 FL0924
 FL0924  HISTORY     - Date     Condition        Report By
 FL0924  HISTORY     - 1935     MONUMENTED       CGS
 FL0924  HISTORY     - 1954     MARK NOT FOUND   LOCENG
 FL0924
 FL0924                          STATION DESCRIPTION
 FL0924
 FL0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0924'2.6 MI S FROM WHITE DEER.
 FL0924'TO REACH BENCH MARK FROM POST OFFICE GO 2.6 MILES NORTH ALONG GRADED
 FL0924'ROAD.  BENCHMARK IS 0.3 MILE SOUTH OF ROAD INTERSECTION.  285 FEET
 FL0924'SOUTH OF IRON GATE.  37.2 FEET WEST OF CENTER-LINE OF ROAD.  4.7 FEET
 FL0924'WEST OF RIGHT-OF-WAY FENCE.  15.8 FEET NORTH OF FENCE CORNER POST.
 FL0924
 FL0924                          STATION RECOVERY (1954)
 FL0924
 FL0924'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 FL0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0644 ***********************************************************************
 FL0644  DESIGNATION -  J 553
 FL0644  PID         -  FL0644
 FL0644  STATE/COUNTY-  TX/GRAY
 FL0644  USGS QUAD   -  PAMPA (1963)
 FL0644
 FL0644                         *CURRENT SURVEY CONTROL
 FL0644  ___________________________________________________________________
 FL0644* NAD 83(1986)-  35 31 28.     (N)    100 58 58.     (W)     SCALED    
 FL0644* NAVD 88     -       989.971  (meters)    3247.93   (feet)  ADJUSTED  
 FL0644  ___________________________________________________________________
 FL0644  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 FL0644  DYNAMIC HT  -         988.870 (meters)    3244.32  (feet)  COMP
 FL0644  MODELED GRAV-     979,487.8   (mgal)                       NAVD 88
 FL0644
 FL0644  VERT ORDER  -  SECOND    CLASS 0
 FL0644
 FL0644.The horizontal coordinates were scaled from a topographic map and have
 FL0644.an estimated accuracy of +/- 6 seconds.
 FL0644
 FL0644.The orthometric height was determined by differential leveling
 FL0644.and adjusted by the National Geodetic Survey in June 1991..
 FL0644
 FL0644.The geoid height was determined by GEOID03.
 FL0644
 FL0644.The dynamic height is computed by dividing the NAVD 88
 FL0644.geopotential number by the normal gravity value computed on the
 FL0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0644.degrees latitude (g = 980.6199 gals.).
 FL0644
 FL0644.The modeled gravity was interpolated from observed gravity values.
 FL0644
 FL0644;                    North         East    Units  Estimated Accuracy
 FL0644;SPC TX N     - 1,169,240.      246,910.      MT  (+/- 180 meters Scaled)
 FL0644
 FL0644                          SUPERSEDED SURVEY CONTROL
 FL0644
 FL0644  NGVD 29 (??/??/92)  989.54   (m)         3246.5    (f) COMPUTED    2 0
 FL0644
 FL0644.Superseded values are not recommended for survey control.
 FL0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0644.See file dsdata.txt to determine how the superseded data were derived.
 FL0644
 FL0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE202330(NAD 83)
 FL0644_MARKER: DB = BENCH MARK DISK
 FL0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0644_STAMPING: J 553 1935
 FL0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0644+STABILITY: SURFACE MOTION
 FL0644
 FL0644  HISTORY     - Date     Condition        Report By
 FL0644  HISTORY     - 1935     MONUMENTED       CGS
 FL0644  HISTORY     - 1963     MARK NOT FOUND   NGS
 FL0644
 FL0644                          STATION DESCRIPTION
 FL0644
 FL0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FL0644'1.5 MI SW FROM PAMPA.
 FL0644'1.5 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 FL0644'STATION AT PAMPA, GRAY COUNTY, 9-1/2 RAILS SOUTHWEST OF SIGNAL TOWER
 FL0644'500+1, 67 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EAST-BOUND
 FL0644'TRACK, 69 FEET SOUTH OF A SWITCH, 67 FEET NORTHWEST OF THE CENTERLINE
 FL0644'OF U.S. HIGHWAY 60, AND 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 FL0644'POST.  A STANDARD DISK, STAMPED J 553 1935 AND SET IN THE TOP OF A
 FL0644'CONCRETE POST PORJECTING 5 INCHES ABOVE GROUND.  NOTE-- HIGHWAY HAS
 FL0644'BEEN WIDENED AND MARK WAS PROBABLY DESTROYED IN ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0274 ***********************************************************************
 FL0274  DESIGNATION -  J 554
 FL0274  PID         -  FL0274
 FL0274  STATE/COUNTY-  TX/WHEELER
 FL0274  USGS QUAD   -  WHEELER SE (1976)
 FL0274
 FL0274                         *CURRENT SURVEY CONTROL
 FL0274  ___________________________________________________________________
 FL0274* NAD 83(1986)-  35 18 49.     (N)    100 20 29.     (W)     SCALED    
 FL0274* NAVD 88     -       710.060  (meters)    2329.59   (feet)  ADJUSTED  
 FL0274  ___________________________________________________________________
 FL0274  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 FL0274  DYNAMIC HT  -         709.316 (meters)    2327.15  (feet)  COMP
 FL0274  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 FL0274
 FL0274  VERT ORDER  -  SECOND    CLASS 0
 FL0274
 FL0274.The horizontal coordinates were scaled from a topographic map and have
 FL0274.an estimated accuracy of +/- 6 seconds.
 FL0274
 FL0274.The orthometric height was determined by differential leveling
 FL0274.and adjusted by the National Geodetic Survey in June 1991..
 FL0274
 FL0274.The geoid height was determined by GEOID03.
 FL0274
 FL0274.The dynamic height is computed by dividing the NAVD 88
 FL0274.geopotential number by the normal gravity value computed on the
 FL0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0274.degrees latitude (g = 980.6199 gals.).
 FL0274
 FL0274.The modeled gravity was interpolated from observed gravity values.
 FL0274
 FL0274;                    North         East    Units  Estimated Accuracy
 FL0274;SPC TX N     - 1,146,350.      305,350.      MT  (+/- 180 meters Scaled)
 FL0274
 FL0274                          SUPERSEDED SURVEY CONTROL
 FL0274
 FL0274  NGVD 29 (??/??/92)  709.748  (m)         2328.56   (f) ADJ UNCH    2 0
 FL0274
 FL0274.Superseded values are not recommended for survey control.
 FL0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0274.See file dsdata.txt to determine how the superseded data were derived.
 FL0274
 FL0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE780086(NAD 83)
 FL0274_MARKER: DB = BENCH MARK DISK
 FL0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0274_STAMPING: J 554 1935
 FL0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0274+STABILITY: SURFACE MOTION
 FL0274
 FL0274  HISTORY     - Date     Condition        Report By
 FL0274  HISTORY     - 1935     MONUMENTED       CGS
 FL0274  HISTORY     - 1943     GOOD             NGS
 FL0274
 FL0274                          STATION DESCRIPTION
 FL0274
 FL0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0274'2.3 MI E FROM MAGIC CITY.
 FL0274'2.3 MILES EAST ALONG THE FORT WORTH AND DENVER RAILWAY FROM THE
 FL0274'STATION AT MAGIC CITY, THENCE 2.0 MILES SOUTH ALONG A GRADED ROAD. 5.8
 FL0274'MILES NORTH OF LELA, 400 FEET SOUTH OF A CREEK, 115 FEET SOUTH OF THE
 FL0274'SOUTHWEST CORNER OF A FARMHOUSE, 48 FEET EAST OF THE CENTERLINE OF THE
 FL0274'MAIN ROAD, 14 FEET NORTH OF THE CENTERLINE OF A ROAD LEADING EAST, AND
 FL0274'13 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J
 FL0274'554 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FL0274'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0458 ***********************************************************************
 FL0458  DESIGNATION -  J 555
 FL0458  PID         -  FL0458
 FL0458  STATE/COUNTY-  TX/GRAY
 FL0458  USGS QUAD   -  BOWERS CITY (1976)
 FL0458
 FL0458                         *CURRENT SURVEY CONTROL
 FL0458  ___________________________________________________________________
 FL0458* NAD 83(1986)-  35 26 23.     (N)    100 55 44.     (W)     SCALED    
 FL0458* NAVD 88     -       980.704  (meters)    3217.53   (feet)  ADJUSTED  
 FL0458  ___________________________________________________________________
 FL0458  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL0458  DYNAMIC HT  -         979.635 (meters)    3214.02  (feet)  COMP
 FL0458  MODELED GRAV-     979,509.7   (mgal)                       NAVD 88
 FL0458
 FL0458  VERT ORDER  -  SECOND    CLASS 0
 FL0458
 FL0458.The horizontal coordinates were scaled from a topographic map and have
 FL0458.an estimated accuracy of +/- 6 seconds.
 FL0458
 FL0458.The orthometric height was determined by differential leveling
 FL0458.and adjusted by the National Geodetic Survey in June 1991..
 FL0458
 FL0458.The geoid height was determined by GEOID03.
 FL0458
 FL0458.The dynamic height is computed by dividing the NAVD 88
 FL0458.geopotential number by the normal gravity value computed on the
 FL0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0458.degrees latitude (g = 980.6199 gals.).
 FL0458
 FL0458.The modeled gravity was interpolated from observed gravity values.
 FL0458
 FL0458;                    North         East    Units  Estimated Accuracy
 FL0458;SPC TX N     - 1,159,870.      251,850.      MT  (+/- 180 meters Scaled)
 FL0458
 FL0458                          SUPERSEDED SURVEY CONTROL
 FL0458
 FL0458  NGVD 29 (??/??/92)  980.305  (m)         3216.22   (f) ADJ UNCH    2 0
 FL0458
 FL0458.Superseded values are not recommended for survey control.
 FL0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0458.See file dsdata.txt to determine how the superseded data were derived.
 FL0458
 FL0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE249235(NAD 83)
 FL0458_MARKER: DB = BENCH MARK DISK
 FL0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0458_STAMPING: J 555 1935
 FL0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0458+STABILITY: SURFACE MOTION
 FL0458
 FL0458  HISTORY     - Date     Condition        Report By
 FL0458  HISTORY     - 1935     MONUMENTED       CGS
 FL0458  HISTORY     - 1943     GOOD             NGS
 FL0458
 FL0458                          STATION DESCRIPTION
 FL0458
 FL0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0458'8.0 MI W FROM LEFORS.
 FL0458'8.0 MILES WEST ALONG A GRADED ROAD FROM THE POST OFFICE AT LEFORS, 0.2
 FL0458'MILE WEST OF A CATTLEGUARD, 300 YARDS EAST OF A CARBON-BLACK PLANT,
 FL0458'109 FEET NORTHWEST OF THE CENTER OF A ROAD INTERSECTION, 99 FEET WEST
 FL0458'OF THE CENTERLINE OF THE GRADED ROAD, 58 FEET NORTH OF THE CENTERLINE
 FL0458'OF THE EAST-AND-WEST ROAD, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND
 FL0458'2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 FL0458'J 555 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FL0458'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0727 ***********************************************************************
 BY0727  DESIGNATION -  J 556
 BY0727  PID         -  BY0727
 BY0727  STATE/COUNTY-  TX/TRINITY
 BY0727  USGS QUAD   -  WELLS SW (1980)
 BY0727
 BY0727                         *CURRENT SURVEY CONTROL
 BY0727  ___________________________________________________________________
 BY0727* NAD 83(1986)-  31 16 39.     (N)    094 59 28.     (W)     SCALED    
 BY0727* NAVD 88     -        82.16   (+/-2cm)     269.6    (feet)  VERTCON   
 BY0727  ___________________________________________________________________
 BY0727  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY0727
 BY0727  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0727
 BY0727.The horizontal coordinates were scaled from a topographic map and have
 BY0727.an estimated accuracy of +/- 6 seconds.
 BY0727
 BY0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0727.The vertical order pertains to the NGVD 29 superseded value.
 BY0727
 BY0727.The geoid height was determined by GEOID03.
 BY0727
 BY0727;                    North         East    Units  Estimated Accuracy
 BY0727;SPC TX C     - 3,190,780.    1,208,470.      MT  (+/- 180 meters Scaled)
 BY0727
 BY0727                          SUPERSEDED SURVEY CONTROL
 BY0727
 BY0727  NGVD 29 (??/??/92)   82.199  (m)          269.68   (f) ADJ UNCH    2 0
 BY0727
 BY0727.Superseded values are not recommended for survey control.
 BY0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0727.See file dsdata.txt to determine how the superseded data were derived.
 BY0727
 BY0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ104620(NAD 83)
 BY0727_MARKER: DB = BENCH MARK DISK
 BY0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0727_STAMPING: J 556 1947
 BY0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0727+STABILITY: SURFACE MOTION
 BY0727
 BY0727  HISTORY     - Date     Condition        Report By
 BY0727  HISTORY     - 1947     MONUMENTED       CGS
 BY0727
 BY0727                          STATION DESCRIPTION
 BY0727
 BY0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0727'4.1 MI N FROM APPLE SPRINGS.
 BY0727'0.1 MILE WEST ALONG STATE HIGHWAY NO.94 FROM THE POST OFFICE AT APPLE
 BY0727'SPRINGS, THENCE NORTH 4.0 MILES ALONG A GRADED DIRT ROAD, 33.0 FEET
 BY0727'NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 41.0 FEET EAST OF
 BY0727'THE CENTER LINE OF THE ROAD, 23.0 FEET NORTH OF THE NORTH END OF A
 BY0727'BOARD GATE, 7.7 FEET SOUTH OF A 16 INCH OAK TREE, 4.5 FEET SOUTH OF A
 BY0727'YARD FENCE CORNER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY0727'ABOUT 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0757 ***********************************************************************
 BY0757  DESIGNATION -  J 557
 BY0757  PID         -  BY0757
 BY0757  STATE/COUNTY-  TX/ANGELINA
 BY0757  USGS QUAD   -  LUFKIN (1980)
 BY0757
 BY0757                         *CURRENT SURVEY CONTROL
 BY0757  ___________________________________________________________________
 BY0757* NAD 83(1986)-  31 20 10.     (N)    094 44 20.     (W)     SCALED    
 BY0757* NAVD 88     -        94.40   (+/-2cm)     309.7    (feet)  VERTCON   
 BY0757  ___________________________________________________________________
 BY0757  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BY0757
 BY0757  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0757
 BY0757.The horizontal coordinates were scaled from a topographic map and have
 BY0757.an estimated accuracy of +/- 6 seconds.
 BY0757
 BY0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0757.The vertical order pertains to the NGVD 29 superseded value.
 BY0757
 BY0757.The geoid height was determined by GEOID03.
 BY0757
 BY0757;                    North         East    Units  Estimated Accuracy
 BY0757;SPC TX C     - 3,198,450.    1,232,130.      MT  (+/- 180 meters Scaled)
 BY0757
 BY0757                          SUPERSEDED SURVEY CONTROL
 BY0757
 BY0757  NGVD 29 (??/??/92)   94.444  (m)          309.86   (f) ADJ UNCH    2 0
 BY0757
 BY0757.Superseded values are not recommended for survey control.
 BY0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0757.See file dsdata.txt to determine how the superseded data were derived.
 BY0757
 BY0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ345681(NAD 83)
 BY0757_MARKER: DB = BENCH MARK DISK
 BY0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0757_STAMPING: J 557 1948
 BY0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0757+STABILITY: SURFACE MOTION
 BY0757
 BY0757  HISTORY     - Date     Condition        Report By
 BY0757  HISTORY     - 1948     MONUMENTED       CGS
 BY0757  HISTORY     - 1990     POOR             USPSQD
 BY0757
 BY0757                          STATION DESCRIPTION
 BY0757
 BY0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0757'IN LUFKIN.
 BY0757'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0757'THENCE SOUTH 0.3 MILE ALONG U.S. HIGHWAY NO.59, THENCE 0.7 MILE WEST
 BY0757'ALONG STATE HIGHWAY NO.94, 28.2 FEET SOUTHWEST OF THE CENTER OF THE
 BY0757'HIGHWAY, 139.0 FEET NORTHWEST OF THE INTERSECTION OF KILN AND BYNUM
 BY0757'STREETS, 163.0 FEET SOUTHEAST OF THE INTERSECTION OF BYNUM AND ELLIS
 BY0757'STREETS, 2.6 FEET SOUTHEAST OF A WHITE PICKET FENCE, 1.0 FOOT ABOVE
 BY0757'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH
 BY0757'PROJECTS 6 INCHES.
 BY0757
 BY0757                          STATION RECOVERY (1990)
 BY0757
 BY0757'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BY0757'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1546 ***********************************************************************
 BY1546  DESIGNATION -  J 558
 BY1546  PID         -  BY1546
 BY1546  STATE/COUNTY-  TX/TRINITY
 BY1546  USGS QUAD   -  CRECY (1963)
 BY1546
 BY1546                         *CURRENT SURVEY CONTROL
 BY1546  ___________________________________________________________________
 BY1546* NAD 83(1986)-  31 10 43.     (N)    095 00 38.     (W)     SCALED    
 BY1546* NAVD 88     -        97.85   (+/-2cm)     321.0    (feet)  VERTCON   
 BY1546  ___________________________________________________________________
 BY1546  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BY1546
 BY1546  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1546
 BY1546.The horizontal coordinates were scaled from a topographic map and have
 BY1546.an estimated accuracy of +/- 6 seconds.
 BY1546
 BY1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1546.The vertical order pertains to the NGVD 29 superseded value.
 BY1546
 BY1546.The geoid height was determined by GEOID03.
 BY1546
 BY1546;                    North         East    Units  Estimated Accuracy
 BY1546;SPC TX C     - 3,179,740.    1,207,150.      MT  (+/- 180 meters Scaled)
 BY1546
 BY1546                          SUPERSEDED SURVEY CONTROL
 BY1546
 BY1546  NGVD 29 (??/??/92)   97.877  (m)          321.12   (f) ADJ UNCH    2 0
 BY1546
 BY1546.Superseded values are not recommended for survey control.
 BY1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1546.See file dsdata.txt to determine how the superseded data were derived.
 BY1546
 BY1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ084511(NAD 83)
 BY1546_MARKER: DB = BENCH MARK DISK
 BY1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1546_STAMPING: J 558 1948
 BY1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1546+STABILITY: SURFACE MOTION
 BY1546
 BY1546  HISTORY     - Date     Condition        Report By
 BY1546  HISTORY     - 1948     MONUMENTED       CGS
 BY1546
 BY1546                          STATION DESCRIPTION
 BY1546
 BY1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1546'7.1 MI E FROM APPLE SPRINGS.
 BY1546'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY1546'LODGE AT APPLE SPRINGS, THENCE 1.9 MILES EAST ALONG A GRADED DIRT
 BY1546'ROAD, 64.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 51.1 FEET EAST
 BY1546'OF A 14 INCH PINE TREE, 35.5 FEET NORTH OF THE NORTHEAST CORNER OF A
 BY1546'SMALL FRAME CHURCH, 1.9 FEET NORTH OF AN 8 INCH HICKORY TREE, 1.6 FEET
 BY1546'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY1546'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1543 ***********************************************************************
 BY1543  DESIGNATION -  J 559
 BY1543  PID         -  BY1543
 BY1543  STATE/COUNTY-  TX/TRINITY
 BY1543  USGS QUAD   -  CRECY (1963)
 BY1543
 BY1543                         *CURRENT SURVEY CONTROL
 BY1543  ___________________________________________________________________
 BY1543* NAD 83(1986)-  31 11 22.     (N)    095 04 02.     (W)     SCALED    
 BY1543* NAVD 88     -       103.48   (+/-2cm)     339.5    (feet)  VERTCON   
 BY1543  ___________________________________________________________________
 BY1543  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BY1543
 BY1543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1543
 BY1543.The horizontal coordinates were scaled from a topographic map and have
 BY1543.an estimated accuracy of +/- 6 seconds.
 BY1543
 BY1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1543.The vertical order pertains to the NGVD 29 superseded value.
 BY1543
 BY1543.The geoid height was determined by GEOID03.
 BY1543
 BY1543;                    North         East    Units  Estimated Accuracy
 BY1543;SPC TX C     - 3,180,690.    1,201,700.      MT  (+/- 180 meters Scaled)
 BY1543
 BY1543                          SUPERSEDED SURVEY CONTROL
 BY1543
 BY1543  NGVD 29 (??/??/92)  103.500  (m)          339.57   (f) ADJ UNCH    2 0
 BY1543
 BY1543.Superseded values are not recommended for survey control.
 BY1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1543.See file dsdata.txt to determine how the superseded data were derived.
 BY1543
 BY1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ030524(NAD 83)
 BY1543_MARKER: DB = BENCH MARK DISK
 BY1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1543_STAMPING: J 559 1948
 BY1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1543+STABILITY: SURFACE MOTION
 BY1543
 BY1543  HISTORY     - Date     Condition        Report By
 BY1543  HISTORY     - 1948     MONUMENTED       CGS
 BY1543
 BY1543                          STATION DESCRIPTION
 BY1543
 BY1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1543'6.95 MI W FROM APPLE SPRINGS.
 BY1543'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY1543'LODGE AT APPLE SPRINGS, THENCE 1.75 MILES WEST ALONG A GRADED DIRT
 BY1543'ROAD, AT THE INTERSECTION OF TWO DIRT ROADS, 120.1 FEET WEST OF POWER
 BY1543'LINE JUNCTION POLE, 82.0 FEET WEST OF THE CENTER LINE OF THE
 BY1543'NORTH-SOUTH ROAD, 59.0 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 BY1543'ROAD, 52.0 FEET EAST OF THE EAST END OF A WOODEN GATE, 1.7 FEET WEST
 BY1543'OF A REFERENCE POST, 0.8 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A
 BY1543'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1527 ***********************************************************************
 BY1527  DESIGNATION -  J 560
 BY1527  PID         -  BY1527
 BY1527  STATE/COUNTY-  TX/TRINITY
 BY1527  USGS QUAD   -  PENNINGTON (1963)
 BY1527
 BY1527                         *CURRENT SURVEY CONTROL
 BY1527  ___________________________________________________________________
 BY1527* NAD 83(1986)-  31 11 57.     (N)    095 11 20.     (W)     SCALED    
 BY1527* NAVD 88     -       109.17   (+/-2cm)     358.2    (feet)  VERTCON   
 BY1527  ___________________________________________________________________
 BY1527  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BY1527
 BY1527  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1527
 BY1527.The horizontal coordinates were scaled from a topographic map and have
 BY1527.an estimated accuracy of +/- 6 seconds.
 BY1527
 BY1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1527.The vertical order pertains to the NGVD 29 superseded value.
 BY1527
 BY1527.The geoid height was determined by GEOID03.
 BY1527
 BY1527;                    North         East    Units  Estimated Accuracy
 BY1527;SPC TX C     - 3,181,220.    1,190,060.      MT  (+/- 180 meters Scaled)
 BY1527
 BY1527                          SUPERSEDED SURVEY CONTROL
 BY1527
 BY1527  NGVD 29 (??/??/92)  109.188  (m)          358.23   (f) ADJ UNCH    2 0
 BY1527
 BY1527.Superseded values are not recommended for survey control.
 BY1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1527.See file dsdata.txt to determine how the superseded data were derived.
 BY1527
 BY1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ914537(NAD 83)
 BY1527_MARKER: DB = BENCH MARK DISK
 BY1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1527_STAMPING: J 560 1948
 BY1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1527+STABILITY: SURFACE MOTION
 BY1527
 BY1527  HISTORY     - Date     Condition        Report By
 BY1527  HISTORY     - 1948     MONUMENTED       CGS
 BY1527  HISTORY     - 1962     MARK NOT FOUND   USGS
 BY1527
 BY1527                          STATION DESCRIPTION
 BY1527
 BY1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1527'3.3 MI N FROM PENNINGTON.
 BY1527'2.5 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1527'PENNINGTON, THENCE 0.8 MILE NORTH ALONG A GRADED DIRT ROAD, 52.7 FEET
 BY1527'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 46.0 FEET WEST OF
 BY1527'THE CENTER LINE OF THE ROAD, 17.0 FEET WEST OF A FENCE CORNER, 1.6
 BY1527'FEET WEST OF A REFERENCE POST, 1.3 FEET NORTH OF A FENCE, SET IN THE
 BY1527'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY1527
 BY1527                          STATION RECOVERY (1962)
 BY1527
 BY1527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BY1527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1222 ***********************************************************************
 FL1222  DESIGNATION -  J 561
 FL1222  PID         -  FL1222
 FL1222  STATE/COUNTY-  TX/RANDALL
 FL1222  USGS QUAD   -  THOMAS RANCH (1973)
 FL1222
 FL1222                         *CURRENT SURVEY CONTROL
 FL1222  ___________________________________________________________________
 FL1222* NAD 83(1986)-  35 06 10.     (N)    101 40 20.     (W)     SCALED    
 FL1222* NAVD 88     -      1075.380  (meters)    3528.14   (feet)  ADJUSTED  
 FL1222  ___________________________________________________________________
 FL1222  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL1222  DYNAMIC HT  -        1074.095 (meters)    3523.93  (feet)  COMP
 FL1222  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 FL1222
 FL1222  VERT ORDER  -  SECOND    CLASS 0
 FL1222
 FL1222.The horizontal coordinates were scaled from a topographic map and have
 FL1222.an estimated accuracy of +/- 6 seconds.
 FL1222
 FL1222.The orthometric height was determined by differential leveling
 FL1222.and adjusted by the National Geodetic Survey in June 1991..
 FL1222
 FL1222.The geoid height was determined by GEOID03.
 FL1222
 FL1222.The dynamic height is computed by dividing the NAVD 88
 FL1222.geopotential number by the normal gravity value computed on the
 FL1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1222.degrees latitude (g = 980.6199 gals.).
 FL1222
 FL1222.The modeled gravity was interpolated from observed gravity values.
 FL1222
 FL1222;                    North         East    Units  Estimated Accuracy
 FL1222;SPC TX N     - 1,122,350.      184,300.      MT  (+/- 180 meters Scaled)
 FL1222
 FL1222                          SUPERSEDED SURVEY CONTROL
 FL1222
 FL1222  NGVD 29 (??/??/92) 1074.889  (m)         3526.53   (f) ADJ UNCH    2 0
 FL1222
 FL1222.Superseded values are not recommended for survey control.
 FL1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1222.See file dsdata.txt to determine how the superseded data were derived.
 FL1222
 FL1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD564877(NAD 83)
 FL1222_MARKER: DB = BENCH MARK DISK
 FL1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1222_STAMPING: J 561 1935
 FL1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1222+STABILITY: SURFACE MOTION
 FL1222
 FL1222  HISTORY     - Date     Condition        Report By
 FL1222  HISTORY     - 1935     MONUMENTED       CGS
 FL1222  HISTORY     - 1958     MARK NOT FOUND   NGS
 FL1222
 FL1222                          STATION DESCRIPTION
 FL1222
 FL1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FL1222'14.1 MI SE FROM ZITA.
 FL1222'14.1 MILES EAST OF ZITA, RANDALL COUNTY.  THIS BENCH MARK MAY BE
 FL1222'REACHED FROM THE PANHANDLE AND SANTA FE RAILWAY STATION BY GOING 0.7
 FL1222'MILE SOUTH ALONG THE RAILROAD AND THENCE ALONG GRADED ROADS 7.5 MILES
 FL1222'EAST, 2.3 MILES SOUTH, 0.9 MILE EAST, 1.0 MILE NORTH, AND 1.7 MILES
 FL1222'EAST.  IT IS 0.6 MILE EAST OF THE NEWMAN RANCH HOUSE, ON THE WEST
 FL1222'SLOPE OF A HILL, ABOUT 500 FEET EAST OF A DRAINAGE DITCH AT THE BOTTOM
 FL1222'OF A VALLEY, 42 FEET NORTH OF THE CENTERLINE OF THE ROAD, 18 FEET
 FL1222'NORTH OF THE SOUTHEAST FENCE CORNER, AND 3 FEET WEST OF THE
 FL1222'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED J 561 1935 AND SET IN
 FL1222'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1274 ***********************************************************************
 FL1274  DESIGNATION -  J 563
 FL1274  PID         -  FL1274
 FL1274  STATE/COUNTY-  TX/ARMSTRONG
 FL1274  USGS QUAD   -  FAIRVIEW (1973)
 FL1274
 FL1274                         *CURRENT SURVEY CONTROL
 FL1274  ___________________________________________________________________
 FL1274* NAD 83(1986)-  35 00 03.     (N)    101 33 31.     (W)     SCALED    
 FL1274* NAVD 88     -      1056.581  (meters)    3466.47   (feet)  ADJUSTED  
 FL1274  ___________________________________________________________________
 FL1274  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL1274  DYNAMIC HT  -        1055.312 (meters)    3462.30  (feet)  COMP
 FL1274  MODELED GRAV-     979,397.7   (mgal)                       NAVD 88
 FL1274
 FL1274  VERT ORDER  -  SECOND    CLASS 0
 FL1274
 FL1274.The horizontal coordinates were scaled from a topographic map and have
 FL1274.an estimated accuracy of +/- 6 seconds.
 FL1274
 FL1274.The orthometric height was determined by differential leveling
 FL1274.and adjusted by the National Geodetic Survey in June 1991..
 FL1274
 FL1274.The geoid height was determined by GEOID03.
 FL1274
 FL1274.The dynamic height is computed by dividing the NAVD 88
 FL1274.geopotential number by the normal gravity value computed on the
 FL1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1274.degrees latitude (g = 980.6199 gals.).
 FL1274
 FL1274.The modeled gravity was interpolated from observed gravity values.
 FL1274
 FL1274;                    North         East    Units  Estimated Accuracy
 FL1274;SPC TX N     - 1,111,030.      194,650.      MT  (+/- 180 meters Scaled)
 FL1274
 FL1274                          SUPERSEDED SURVEY CONTROL
 FL1274
 FL1274  NGVD 29 (??/??/92) 1056.102  (m)         3464.89   (f) ADJ UNCH    2 0
 FL1274
 FL1274.Superseded values are not recommended for survey control.
 FL1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1274.See file dsdata.txt to determine how the superseded data were derived.
 FL1274
 FL1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD664761(NAD 83)
 FL1274_MARKER: DB = BENCH MARK DISK
 FL1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1274_STAMPING: J 563 1935
 FL1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1274+STABILITY: SURFACE MOTION
 FL1274
 FL1274  HISTORY     - Date     Condition        Report By
 FL1274  HISTORY     - 1935     MONUMENTED       CGS
 FL1274
 FL1274                          STATION DESCRIPTION
 FL1274
 FL1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1274'17.6 MI SW FROM WASHBURN.
 FL1274'2.3 MILES WEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 FL1274'WASHBURN, ARMSTRONG COUNTY, THENCE 12.4 MILES SOUTH AND 2.9 MILES EAST
 FL1274'ALONG GRADED ROADS.  0.4 MILE WEST OF THE NORTH ENTRANCE TO A RANCH
 FL1274'HOUSE, 0.2 MILE WEST OF A SMALL VALLEY WITH A RANCH HOUSE TO THE EAST,
 FL1274'31 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH OF THE
 FL1274'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED J 563 1935 AND SET IN
 FL1274'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1275 ***********************************************************************
 FL1275  DESIGNATION -  J 563 RESET 1964
 FL1275  PID         -  FL1275
 FL1275  STATE/COUNTY-  TX/ARMSTRONG
 FL1275  USGS QUAD   -  FAIRVIEW (1973)
 FL1275
 FL1275                         *CURRENT SURVEY CONTROL
 FL1275  ___________________________________________________________________
 FL1275* NAD 83(1986)-  35 00 04.     (N)    101 33 31.     (W)     SCALED    
 FL1275* NAVD 88     -      1056.69   (meters)    3466.8    (feet)  RESET     
 FL1275  ___________________________________________________________________
 FL1275  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 FL1275
 FL1275  VERT ORDER  -  THIRD
 FL1275
 FL1275.The horizontal coordinates were scaled from a topographic map and have
 FL1275.an estimated accuracy of +/- 6 seconds.
 FL1275
 FL1275.The orthometric height was computed from unverified reset data.
 FL1275
 FL1275.The geoid height was determined by GEOID03.
 FL1275
 FL1275;                    North         East    Units  Estimated Accuracy
 FL1275;SPC TX N     - 1,111,060.      194,650.      MT  (+/- 180 meters Scaled)
 FL1275
 FL1275                          SUPERSEDED SURVEY CONTROL
 FL1275
 FL1275.No superseded survey control is available for this station.
 FL1275
 FL1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD664761(NAD 83)
 FL1275_MARKER: DB = BENCH MARK DISK
 FL1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1275_STAMPING: J 563 RESET 1964
 FL1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1275+STABILITY: SURFACE MOTION
 FL1275
 FL1275  HISTORY     - Date     Condition        Report By
 FL1275  HISTORY     - 1964     MONUMENTED       CGS
 FL1275
 FL1275                          STATION DESCRIPTION
 FL1275
 FL1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 FL1275'18.3 MI SW FROM WASHBURN.
 FL1275'ABOUT 2.3 MILES WEST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 FL1275'WASHBURN, ARMSTRONG COUNTY, THENCE 12.9 MILES SOUTH ALONG A DIRT ROAD
 FL1275'TO FARM ROAD 1258, THENCE 3.1 MILES EAST ALONG FM 1258 TO BENCH MARK.
 FL1275'OR 8.5 MILES SOUTH ALONG STATE HIGHWAY 284 FROM THE JUNCTION OF U. S.
 FL1275'HIGHWAY 287 AND STATE HIGHWAY 284 IN CLAUDE, ARMSTRONG COUNTY, THENCE
 FL1275'12.3 MILES WEST ALONG FARM ROAD 1258 TO BENCH MARK, ABOUT 0.2 MILE
 FL1275'WEST OF THE ENTRANCE OF A RANCH TO THE NORTH, ABOUT 100 YARDS
 FL1275'NORTH-NORTHEAST OF A WINDMILL, 72 FEET EAST OF A POWER LINE POLE, 51
 FL1275'FEET NORTH OF THE CENTER LINE OF HIGHWAY, 3 FEET WEST OF A T-FENCE
 FL1275'CORNER, 1 FOOT EAST OF A METAL WITNESS POST AND AT THE NORTH ROAD
 FL1275'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK STAMPED J 563 RESET 1964 AND
 FL1275'SET IN A 12 IN. X 12 IN. CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS
 FL1275'AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 148-94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1170 ***********************************************************************
 AY1170  DESIGNATION -  J 564
 AY1170  PID         -  AY1170
 AY1170  STATE/COUNTY-  TX/BANDERA
 AY1170  USGS QUAD   -  TARPLEY PASS (1964)
 AY1170
 AY1170                         *CURRENT SURVEY CONTROL
 AY1170  ___________________________________________________________________
 AY1170* NAD 83(1986)-  29 40 24.     (N)    099 13 32.     (W)     SCALED    
 AY1170* NAVD 88     -       455.287  (meters)    1493.72   (feet)  ADJUSTED  
 AY1170  ___________________________________________________________________
 AY1170  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AY1170  DYNAMIC HT  -         454.621 (meters)    1491.54  (feet)  COMP
 AY1170  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 AY1170
 AY1170  VERT ORDER  -  SECOND    CLASS 0
 AY1170
 AY1170.The horizontal coordinates were scaled from a topographic map and have
 AY1170.an estimated accuracy of +/- 6 seconds.
 AY1170
 AY1170.The orthometric height was determined by differential leveling
 AY1170.and adjusted by the National Geodetic Survey in June 1991..
 AY1170
 AY1170.The geoid height was determined by GEOID03.
 AY1170
 AY1170.The dynamic height is computed by dividing the NAVD 88
 AY1170.geopotential number by the normal gravity value computed on the
 AY1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1170.degrees latitude (g = 980.6199 gals.).
 AY1170
 AY1170.The modeled gravity was interpolated from observed gravity values.
 AY1170
 AY1170;                    North         East    Units  Estimated Accuracy
 AY1170;SPC TXSC     - 4,203,940.      578,170.      MT  (+/- 180 meters Scaled)
 AY1170
 AY1170                          SUPERSEDED SURVEY CONTROL
 AY1170
 AY1170  NGVD 29 (??/??/92)  455.150  (m)         1493.27   (f) ADJ UNCH    2 0
 AY1170
 AY1170.Superseded values are not recommended for survey control.
 AY1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1170.See file dsdata.txt to determine how the superseded data were derived.
 AY1170
 AY1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT781826(NAD 83)
 AY1170_MARKER: DB = BENCH MARK DISK
 AY1170_SETTING: 66 = SET IN ROCK OUTCROP
 AY1170_SP_SET: ROCK OUTCROP
 AY1170_STAMPING: J 564 1953
 AY1170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1170+STABILITY: POSITION/ELEVATION WELL
 AY1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1170+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AY1170
 AY1170  HISTORY     - Date     Condition        Report By
 AY1170  HISTORY     - 1953     MONUMENTED       CGS
 AY1170  HISTORY     - 1963     GOOD             USGS
 AY1170  HISTORY     - 19931201 GOOD             USPSQD
 AY1170  HISTORY     - 20050809 GOOD             USPSQD
 AY1170
 AY1170                          STATION DESCRIPTION
 AY1170
 AY1170'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AY1170'3.5 MI NE FROM TARPLEY.
 AY1170'3.45 MILES NORTHEAST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1170'TARPLEY, ABOUT 100 YARDS EAST OF A CULVERT, 89 FEET SOUTHEAST OF THE
 AY1170'CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHEAST OF THE R. O. W. FENCE,
 AY1170'0.3 FEET ABOVE GROUND AND SET IN ROCK OUTCROP IN THE FENCE LINE.
 AY1170
 AY1170                          STATION RECOVERY (1993)
 AY1170
 AY1170'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1170'RECOVERED IN GOOD CONDITION.
 AY1170
 AY1170                          STATION RECOVERY (2005)
 AY1170
 AY1170'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1255 ***********************************************************************
 FL1255  DESIGNATION -  J 567 RESET 1943
 FL1255  PID         -  FL1255
 FL1255  STATE/COUNTY-  TX/RANDALL
 FL1255  USGS QUAD   -  THE PALISADES (1973)
 FL1255
 FL1255                         *CURRENT SURVEY CONTROL
 FL1255  ___________________________________________________________________
 FL1255* NAD 83(1986)-  35 05 28.     (N)    101 50 53.     (W)     SCALED    
 FL1255* NAVD 88     -      1102.416  (meters)    3616.84   (feet)  ADJUSTED  
 FL1255  ___________________________________________________________________
 FL1255  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FL1255  DYNAMIC HT  -        1101.093 (meters)    3612.50  (feet)  COMP
 FL1255  MODELED GRAV-     979,396.5   (mgal)                       NAVD 88
 FL1255
 FL1255  VERT ORDER  -  SECOND    CLASS 0
 FL1255
 FL1255.The horizontal coordinates were scaled from a topographic map and have
 FL1255.an estimated accuracy of +/- 6 seconds.
 FL1255
 FL1255.The orthometric height was determined by differential leveling
 FL1255.and adjusted by the National Geodetic Survey in June 1991..
 FL1255
 FL1255.The geoid height was determined by GEOID03.
 FL1255
 FL1255.The dynamic height is computed by dividing the NAVD 88
 FL1255.geopotential number by the normal gravity value computed on the
 FL1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1255.degrees latitude (g = 980.6199 gals.).
 FL1255
 FL1255.The modeled gravity was interpolated from observed gravity values.
 FL1255
 FL1255;                    North         East    Units  Estimated Accuracy
 FL1255;SPC TX N     - 1,121,100.      168,260.      MT  (+/- 180 meters Scaled)
 FL1255
 FL1255                          SUPERSEDED SURVEY CONTROL
 FL1255
 FL1255  NGVD 29 (??/??/92) 1101.925  (m)         3615.23   (f) ADJ UNCH    2 0
 FL1255
 FL1255.Superseded values are not recommended for survey control.
 FL1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1255.See file dsdata.txt to determine how the superseded data were derived.
 FL1255
 FL1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD403868(NAD 83)
 FL1255_MARKER: DB = BENCH MARK DISK
 FL1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1255_STAMPING: J 567 1935 RESET 1943
 FL1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1255+STABILITY: SURFACE MOTION
 FL1255
 FL1255  HISTORY     - Date     Condition        Report By
 FL1255  HISTORY     - 1943     MONUMENTED       CGS
 FL1255  HISTORY     - 1960     MARK NOT FOUND   USGS
 FL1255  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1255
 FL1255                          STATION DESCRIPTION
 FL1255
 FL1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL1255'12 MI NE FROM CANYON.
 FL1255'4.6 MILES EAST ALONG STATE HIGHWAY 217 (PALO DURO DRIVE) FROM THE
 FL1255'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 7.4 MILES NORTH
 FL1255'ALONG A GRADED ROAD.  1.0 MILE EAST OF THE PUBLIC SCHOOL AT ZITA, AT A
 FL1255'ROAD INTERSECTION, 35.5 FEET SOUTH OF THE CENTERLINE OF THE
 FL1255'EAST-AND-WEST ROAD, 33 FEET WEST OF THE CENTERLINE OF THE
 FL1255'NORTH-AND-SOUTH ROAD, AND 2-1/2 FEET SOUTHWEST OF A FENCE CORNER.  A
 FL1255'STANDARD DISK, STAMPED J 567 1935 RESET 1943 AND SET IN THE TOP OF A
 FL1255'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FL1255
 FL1255                          STATION RECOVERY (1960)
 FL1255
 FL1255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FL1255'MARK NOT FOUND.
 FL1255
 FL1255                          STATION RECOVERY (1984)
 FL1255
 FL1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0541 ***********************************************************************
 EN0541  DESIGNATION -  J 568
 EN0541  PID         -  EN0541
 EN0541  STATE/COUNTY-  TX/ARMSTRONG
 EN0541  USGS QUAD   -  WESLEY POINT (1984)
 EN0541
 EN0541                         *CURRENT SURVEY CONTROL
 EN0541  ___________________________________________________________________
 EN0541* NAD 83(1986)-  34 48 27.     (N)    101 37 58.     (W)     SCALED    
 EN0541* NAVD 88     -      1061.735  (meters)    3483.38   (feet)  ADJUSTED  
 EN0541  ___________________________________________________________________
 EN0541  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EN0541  DYNAMIC HT  -        1060.440 (meters)    3479.13  (feet)  COMP
 EN0541  MODELED GRAV-     979,378.5   (mgal)                       NAVD 88
 EN0541
 EN0541  VERT ORDER  -  SECOND    CLASS 0
 EN0541
 EN0541.The horizontal coordinates were scaled from a topographic map and have
 EN0541.an estimated accuracy of +/- 6 seconds.
 EN0541
 EN0541.The orthometric height was determined by differential leveling
 EN0541.and adjusted by the National Geodetic Survey in June 1991..
 EN0541
 EN0541.The geoid height was determined by GEOID03.
 EN0541
 EN0541.The dynamic height is computed by dividing the NAVD 88
 EN0541.geopotential number by the normal gravity value computed on the
 EN0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0541.degrees latitude (g = 980.6199 gals.).
 EN0541
 EN0541.The modeled gravity was interpolated from observed gravity values.
 EN0541
 EN0541;                    North         East    Units  Estimated Accuracy
 EN0541;SPC TX N     - 1,089,590.      187,850.      MT  (+/- 180 meters Scaled)
 EN0541
 EN0541                          SUPERSEDED SURVEY CONTROL
 EN0541
 EN0541  NGVD 29 (??/??/92) 1061.291  (m)         3481.92   (f) ADJ UNCH    2 0
 EN0541
 EN0541.Superseded values are not recommended for survey control.
 EN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0541.See file dsdata.txt to determine how the superseded data were derived.
 EN0541
 EN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD591548(NAD 83)
 EN0541_MARKER: DB = BENCH MARK DISK
 EN0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0541_STAMPING: J 568 1935
 EN0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0541+STABILITY: SURFACE MOTION
 EN0541
 EN0541  HISTORY     - Date     Condition        Report By
 EN0541  HISTORY     - 1935     MONUMENTED       CGS
 EN0541  HISTORY     - 1943     GOOD             NGS
 EN0541
 EN0541                          STATION DESCRIPTION
 EN0541
 EN0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0541'6 MI W FROM WAYSIDE.
 EN0541'1.0 MILE WEST, 1.0 MILE NORTH, AND 4.0 MILES WEST ALONG GRADED ROADS
 EN0541'FROM THE POST OFFICE AT WAYSIDE, AMSTRONG COUNTY, AT A 200-FOOT JOG IN
 EN0541'THE ROAD, AT A RRAD INTERSECTION, 126 FEET EAST OF THE CENTERLINE OF
 EN0541'THE NORTH-AND-SOUTH ROAD, 34 FEET NORTH OF THE CENTERLINE OF THE
 EN0541'EAST-AND-WEST ROAD, 110 FEET EAST OF THE RIGHT-OF-WAY-CORNER FENCE
 EN0541'POST, 102.7 FEET EAST OF POLE 3-71, AND 2.4 FEET NORTH OF THE
 EN0541'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 568 1935 AND SET IN
 EN0541'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0245 ***********************************************************************
 EN0245  DESIGNATION -  J 569
 EN0245  PID         -  EN0245
 EN0245  STATE/COUNTY-  TX/SWISHER
 EN0245  USGS QUAD   -  VIGO PARK (1965)
 EN0245
 EN0245                         *CURRENT SURVEY CONTROL
 EN0245  ___________________________________________________________________
 EN0245* NAD 83(1986)-  34 42 12.     (N)    101 29 37.     (W)     SCALED    
 EN0245* NAVD 88     -      1023.726  (meters)    3358.67   (feet)  ADJUSTED  
 EN0245  ___________________________________________________________________
 EN0245  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EN0245  DYNAMIC HT  -        1022.480 (meters)    3354.59  (feet)  COMP
 EN0245  MODELED GRAV-     979,382.8   (mgal)                       NAVD 88
 EN0245
 EN0245  VERT ORDER  -  SECOND    CLASS 0
 EN0245
 EN0245.The horizontal coordinates were scaled from a topographic map and have
 EN0245.an estimated accuracy of +/- 6 seconds.
 EN0245
 EN0245.The orthometric height was determined by differential leveling
 EN0245.and adjusted by the National Geodetic Survey in June 1991..
 EN0245
 EN0245.The geoid height was determined by GEOID03.
 EN0245
 EN0245.The dynamic height is computed by dividing the NAVD 88
 EN0245.geopotential number by the normal gravity value computed on the
 EN0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0245.degrees latitude (g = 980.6199 gals.).
 EN0245
 EN0245.The modeled gravity was interpolated from observed gravity values.
 EN0245
 EN0245;                    North         East    Units  Estimated Accuracy
 EN0245;SPC TX N     - 1,078,030.      200,590.      MT  (+/- 180 meters Scaled)
 EN0245
 EN0245                          SUPERSEDED SURVEY CONTROL
 EN0245
 EN0245  NGVD 29 (??/??/92) 1023.296  (m)         3357.26   (f) ADJ UNCH    2 0
 EN0245
 EN0245.Superseded values are not recommended for survey control.
 EN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0245.See file dsdata.txt to determine how the superseded data were derived.
 EN0245
 EN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD716429(NAD 83)
 EN0245_MARKER: DB = BENCH MARK DISK
 EN0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0245_STAMPING: J 569 1935
 EN0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0245+STABILITY: SURFACE MOTION
 EN0245
 EN0245  HISTORY     - Date     Condition        Report By
 EN0245  HISTORY     - 1935     MONUMENTED       CGS
 EN0245  HISTORY     - 1965     MARK NOT FOUND   USGS
 EN0245
 EN0245                          STATION DESCRIPTION
 EN0245
 EN0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0245'9.8 MI SE FROM WAYSIDE.
 EN0245'IN SWISHER COUNTY, 3.2 MILES EAST AND 6.6 MILES SOUTH ALONG GRADED
 EN0245'ROADS FROM THE POST OFFICE AT WAYSIDE, ARMSTRONG COUNTY, ON THE
 EN0245'SOUTHWEST SLOPE OF A HILL, 0.6 MILE SOUTH OF A SMALL STUCCO RANCH
 EN0245'HOUSE, 0.4 MILE NORTH OF A ROAD LEADING SOUTHEAST TO A RANCH HOUSE, 20
 EN0245'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2.5 FEET EAST OF THE
 EN0245'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED J 569 1935 AND SET IN
 EN0245'THE TOP OF A CONCRETE POST.
 EN0245
 EN0245                          STATION RECOVERY (1965)
 EN0245
 EN0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0264 ***********************************************************************
 BL0264  DESIGNATION -  J 57
 BL0264  PID         -  BL0264
 BL0264  STATE/COUNTY-  TX/JEFFERSON
 BL0264  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0264
 BL0264                         *CURRENT SURVEY CONTROL
 BL0264  ___________________________________________________________________
 BL0264* NAD 83(1986)-  30 02 53.     (N)    094 06 02.     (W)     SCALED    
 BL0264* NAVD 88     -         6.78   (+/-2cm)      22.2    (feet)  VERTCON   
 BL0264  ___________________________________________________________________
 BL0264  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL0264
 BL0264  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0264
 BL0264.The horizontal coordinates were scaled from a topographic map and have
 BL0264.an estimated accuracy of +/- 6 seconds.
 BL0264
 BL0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0264.The vertical order pertains to the NGVD 29 superseded value.
 BL0264
 BL0264.The geoid height was determined by GEOID03.
 BL0264
 BL0264;                    North         East    Units  Estimated Accuracy
 BL0264;SPC TXSC     - 4,255,350.    1,072,340.      MT  (+/- 180 meters Scaled)
 BL0264
 BL0264                          SUPERSEDED SURVEY CONTROL
 BL0264
 BL0264  NGVD 29 (??/??/92)    6.780  (m)           22.24   (f) ADJ UNCH    1 2
 BL0264
 BL0264.Superseded values are not recommended for survey control.
 BL0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0264.See file dsdata.txt to determine how the superseded data were derived.
 BL0264
 BL0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP939246(NAD 83)
 BL0264_MARKER: DB = BENCH MARK DISK
 BL0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0264_STAMPING: J 57 1918 ELEV 22.237 FT
 BL0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0264+STABILITY: SURFACE MOTION
 BL0264
 BL0264  HISTORY     - Date     Condition        Report By
 BL0264  HISTORY     - 1918     MONUMENTED       CGS
 BL0264  HISTORY     - 1954     GOOD             NGS
 BL0264  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL0264  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BL0264  HISTORY     - 19940817 MARK NOT FOUND   USPSQD
 BL0264  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0264  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0264  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 BL0264  HISTORY     - 20041127 MARK NOT FOUND   USPSQD
 BL0264
 BL0264                          STATION DESCRIPTION
 BL0264
 BL0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0264'2.9 MI SE FROM BEAUMONT.
 BL0264'0.45 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0264'STATION AT BEAUMONT, THENCE 2.45 MILES SOUTHEAST ALONG THE TEXAS AND
 BL0264'NEW ORLEANS RAILROAD, 5 1/2 POLES SOUTHEAST OF MILEPOST 28, 30.2 FEET
 BL0264'SOUTHWEST OF THE SOUTHWEST RAIL, 85.4 SOUTHEAST OF A TELEPHONE POLE,
 BL0264'45 FEET NORTHWEST OF THE CENTER LINE OF BURTON STREET, 9 FEET
 BL0264'NORTHEAST OF A ROW OF TELEPHONE POLES, 1.1 FEET NORTH OF A WITNESS
 BL0264'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 BL0264'THE GROUND.  THE TOP OF THE POST HAS BEEN CHIPPED BUT THE DISK IS
 BL0264'SOLID.  NOTE-- A PORTION OF A CONCRETE POST RESEMBLING THIS MARK WAS
 BL0264'FOUND IN THE AREA.
 BL0264
 BL0264                          STATION RECOVERY (1960)
 BL0264
 BL0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0264'MARK NOT FOUND.
 BL0264
 BL0264                          STATION RECOVERY (1988)
 BL0264
 BL0264'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 BL0264'MARK NOT FOUND.
 BL0264
 BL0264                          STATION RECOVERY (1994)
 BL0264
 BL0264'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0264'MARK NOT FOUND.
 BL0264
 BL0264                          STATION RECOVERY (2001)
 BL0264
 BL0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0264'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0264
 BL0264                          STATION RECOVERY (2001)
 BL0264
 BL0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0264'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0264
 BL0264                          STATION RECOVERY (2003)
 BL0264
 BL0264'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0264'MARK NOT FOUND.
 BL0264
 BL0264                          STATION RECOVERY (2004)
 BL0264
 BL0264'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0264 ***********************************************************************
 FM0264  DESIGNATION -  J 570 RESET 1975
 FM0264  PID         -  FM0264
 FM0264  STATE/COUNTY-  TX/OLDHAM
 FM0264  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0264
 FM0264                         *CURRENT SURVEY CONTROL
 FM0264  ___________________________________________________________________
 FM0264* NAD 83(1986)-  35 24 12.     (N)    102 17 51.     (W)     SCALED    
 FM0264* NAVD 88     -      1120.34   (+/-2cm)    3675.6    (feet)  VERTCON   
 FM0264  ___________________________________________________________________
 FM0264  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 FM0264
 FM0264  VERT ORDER  -  THIRD (See Below)
 FM0264
 FM0264.The horizontal coordinates were scaled from a topographic map and have
 FM0264.an estimated accuracy of +/- 6 seconds.
 FM0264
 FM0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0264.The vertical order pertains to the NGVD 29 superseded value.
 FM0264
 FM0264.The geoid height was determined by GEOID03.
 FM0264
 FM0264;                    North         East    Units  Estimated Accuracy
 FM0264;SPC TX N     - 1,155,970.      127,560.      MT  (+/- 180 meters Scaled)
 FM0264
 FM0264                          SUPERSEDED SURVEY CONTROL
 FM0264
 FM0264  NGVD 29 (01/29/03) 1119.85   (m)         3674.0    (f) RESET       3  
 FM0264
 FM0264.Superseded values are not recommended for survey control.
 FM0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0264.See file dsdata.txt to determine how the superseded data were derived.
 FM0264
 FM0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV454211(NAD 83)
 FM0264_MARKER: DB = BENCH MARK DISK
 FM0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0264_STAMPING: J 570 RESET 1975
 FM0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0264+STABILITY: SURFACE MOTION
 FM0264
 FM0264  HISTORY     - Date     Condition        Report By
 FM0264  HISTORY     - 1975     MONUMENTED       TXHD
 FM0264
 FM0264                          STATION DESCRIPTION
 FM0264
 FM0264'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1975
 FM0264'12.9 MI NE FROM VEGA.
 FM0264'12.9 MILES NORTHEAST OF VEGA, BENCH MARK CAN BE REACHED BY GOING 12.9
 FM0264'MILES NORTHEAST OF VEGA ON U. S. HIGHWAY 385.  LOCATED 100 FEET WEST
 FM0264'OF CENTER LINE STATION 719+31, AND ABOUT 1 FOOT FROM WOODEN WITNESS
 FM0264'POST.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0129 ***********************************************************************
 AM0129  DESIGNATION -  J 572 RESET 1951
 AM0129  PID         -  AM0129
 AM0129  STATE/COUNTY-  TX/MATAGORDA
 AM0129  USGS QUAD   -  WADSWORTH (1972)
 AM0129
 AM0129                         *CURRENT SURVEY CONTROL
 AM0129  ___________________________________________________________________
 AM0129* NAD 83(1986)-  28 50 21.     (N)    095 54 31.     (W)     SCALED    
 AM0129* NAVD 88     -         7.54   (+/-2cm)      24.7    (feet)  VERTCON   
 AM0129  ___________________________________________________________________
 AM0129  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AM0129
 AM0129  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0129
 AM0129.The horizontal coordinates were scaled from a topographic map and have
 AM0129.an estimated accuracy of +/- 6 seconds.
 AM0129
 AM0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0129.The vertical order pertains to the NGVD 29 superseded value.
 AM0129
 AM0129.The geoid height was determined by GEOID03.
 AM0129
 AM0129;                    North         East    Units  Estimated Accuracy
 AM0129;SPC TXSC     - 4,115,460.      901,620.      MT  (+/- 180 meters Scaled)
 AM0129
 AM0129                          SUPERSEDED SURVEY CONTROL
 AM0129
 AM0129  NGVD 29 (??/??/92)    7.585  (m)           24.89   (f) ADJ UNCH    1 1
 AM0129
 AM0129.Superseded values are not recommended for survey control.
 AM0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0129.See file dsdata.txt to determine how the superseded data were derived.
 AM0129
 AM0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM161936(NAD 83)
 AM0129_MARKER: DB = BENCH MARK DISK
 AM0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0129_STAMPING: J 572 1941 RESET 1951
 AM0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0129+STABILITY: SURFACE MOTION
 AM0129
 AM0129  HISTORY     - Date     Condition        Report By
 AM0129  HISTORY     - 1951     MONUMENTED       CGS
 AM0129  HISTORY     - 1978     GOOD             NGS
 AM0129  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0129
 AM0129                          STATION DESCRIPTION
 AM0129
 AM0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AM0129'1.7 MI E FROM WADSWORTH.
 AM0129'1.7 MILES EAST ALONG A SHELL ROAD FROM THE GULF, COLORADO AND SANTA FE
 AM0129'RAILROAD STATION AT WADSWORTH, 127 FEET NORTH OF THE CENTER LINE OF AN
 AM0129'EAST AND WEST SHELL ROAD.  78 FEET NORTH OF A FENCE CORNER, 25.3 FEET
 AM0129'WEST OF THE CENTER LINE OF A NORTH AND SOUTH SHELL ROAD, 3 FEET SOUTH
 AM0129'OF A WITNESS POST, 1 FOOT EAST OF A FENCE, SET IN THE TOP OF A
 AM0129'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AM0129
 AM0129                          STATION RECOVERY (1978)
 AM0129
 AM0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0129'1.7 MILES EAST ALONG FRAM ROAD 521 FROM THE JUNCTION OF STATE
 AM0129'HIGHWAY 60 AT WADSWORTH, 127 FT NORTH OF THE CENTER LINE OF THE
 AM0129'ROAD, 28 FT WEST OF THE CENTER LINE OF A SHELL ROAD LEADING NORTH,
 AM0129'78 FT NORTH OF A FENCE CORNER.
 AM0129
 AM0129                          STATION RECOVERY (1998)
 AM0129
 AM0129'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0327 ***********************************************************************
 AX0327  DESIGNATION -  J 574 RESET
 AX0327  PID         -  AX0327
 AX0327  STATE/COUNTY-  TX/WHARTON
 AX0327  USGS QUAD   -  PIERCE (1980)
 AX0327
 AX0327                         *CURRENT SURVEY CONTROL
 AX0327  ___________________________________________________________________
 AX0327* NAD 83(1986)-  29 13 58.     (N)    096 12 29.     (W)     SCALED    
 AX0327* NAVD 88     -        31.697  (meters)     103.99   (feet)  ADJUSTED  
 AX0327  ___________________________________________________________________
 AX0327  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0327  DYNAMIC HT  -          31.652 (meters)     103.84  (feet)  COMP
 AX0327  MODELED GRAV-     979,238.9   (mgal)                       NAVD 88
 AX0327
 AX0327  VERT ORDER  -  FIRST     CLASS I
 AX0327
 AX0327.The horizontal coordinates were scaled from a topographic map and have
 AX0327.an estimated accuracy of +/- 6 seconds.
 AX0327
 AX0327.The orthometric height was determined by differential leveling
 AX0327.and adjusted by the National Geodetic Survey in June 1991..
 AX0327
 AX0327.The geoid height was determined by GEOID03.
 AX0327
 AX0327.The dynamic height is computed by dividing the NAVD 88
 AX0327.geopotential number by the normal gravity value computed on the
 AX0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0327.degrees latitude (g = 980.6199 gals.).
 AX0327
 AX0327.The modeled gravity was interpolated from observed gravity values.
 AX0327
 AX0327;                    North         East    Units  Estimated Accuracy
 AX0327;SPC TXSC     - 4,158,340.      871,370.      MT  (+/- 180 meters Scaled)
 AX0327
 AX0327                          SUPERSEDED SURVEY CONTROL
 AX0327
 AX0327  NGVD 29 (12/23/87)   31.701  (m)          104.01   (f) ADJUSTED    1 1
 AX0327
 AX0327.Superseded values are not recommended for survey control.
 AX0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0327.See file dsdata.txt to determine how the superseded data were derived.
 AX0327
 AX0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT713370(NAD 83)
 AX0327_MARKER: DB = BENCH MARK DISK
 AX0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0327_SP_SET: CONCRETE POST
 AX0327_STAMPING: J 574 1941 RESET 1947
 AX0327_MARK LOGO: CGS   
 AX0327_PROJECTION: PROJECTING 10 CENTIMETERS
 AX0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0327+STABILITY: SURFACE MOTION
 AX0327
 AX0327  HISTORY     - Date     Condition        Report By
 AX0327  HISTORY     - 1947     MONUMENTED       CGS
 AX0327  HISTORY     - 1987     GOOD             NGS
 AX0327
 AX0327                          STATION DESCRIPTION
 AX0327
 AX0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0327'0 5 MI SW FROM PIERCE.
 AX0327'0.5 MILE SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0327'STATION AT PIERCE, WHARTON COUNTY, 149.9 FEET WEST-NORTHWEST OF THE
 AX0327'WEST CORNER OF A BARN, AT A ROAD CROSSING, 42 FEET SOUTHEAST OF THE
 AX0327'SOUTHEAST RAIL, 34 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 5.1
 AX0327'FEET EAST OF THE TWELFTH POLE SOUTHWEST OF MILEPOST 34, AND 1.5 FEET
 AX0327'SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J
 AX0327'574 1941 RESET 1947 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX0327'0.3 FOOT ABOVE GROUND.
 AX0327
 AX0327                          STATION RECOVERY (1987)
 AX0327
 AX0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0327'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.86 KM (3.02
 AX0327'MI) NORTHEAST ALONG HIGHWAY LOOP 525 FROM THE JUNCTION OF STATE
 AX0327'HIGHWAY 71 IN EL CAMPO, THENCE 2.06 KM (1.28 MI) NORTHEAST ALONG US
 AX0327'HIGHWAY 59, IN THE EAST CORNER OF THE T-JUNCTION OF PIERCE WEST ROAD,
 AX0327'43.9 METERS (144 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 59
 AX0327'NORTHBOUND, 10.3 METERS (34.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 AX0327'ROAD, 12.8 METERS (42.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 AX0327'SOUTHERN PACIFIC RAILROAD, 4.1 METERS (13.5 FT) NORTH OF A POWER POLE.
 AX0327'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 AX0327'THE MARK IS 0.7 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0540 ***********************************************************************
 AX0540  DESIGNATION -  J 575
 AX0540  PID         -  AX0540
 AX0540  STATE/COUNTY-  TX/WHARTON
 AX0540  USGS QUAD   -  DANEVANG (1951)
 AX0540
 AX0540                         *CURRENT SURVEY CONTROL
 AX0540  ___________________________________________________________________
 AX0540* NAD 83(1986)-  29 05 27.     (N)    096 13 31.     (W)     SCALED    
 AX0540* NAVD 88     -        24.95   (+/-2cm)      81.9    (feet)  VERTCON   
 AX0540  ___________________________________________________________________
 AX0540  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0540
 AX0540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0540
 AX0540.The horizontal coordinates were scaled from a topographic map and have
 AX0540.an estimated accuracy of +/- 6 seconds.
 AX0540
 AX0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0540.The vertical order pertains to the NGVD 29 superseded value.
 AX0540
 AX0540.The geoid height was determined by GEOID03.
 AX0540
 AX0540;                    North         East    Units  Estimated Accuracy
 AX0540;SPC TXSC     - 4,142,570.      870,070.      MT  (+/- 180 meters Scaled)
 AX0540
 AX0540                          SUPERSEDED SURVEY CONTROL
 AX0540
 AX0540  NGVD 29 (??/??/92)   24.960  (m)           81.89   (f) ADJ UNCH    2 0
 AX0540
 AX0540.Superseded values are not recommended for survey control.
 AX0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0540.See file dsdata.txt to determine how the superseded data were derived.
 AX0540
 AX0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT700212(NAD 83)
 AX0540_MARKER: DB = BENCH MARK DISK
 AX0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0540_SP_SET: CULVERT
 AX0540_STAMPING: J 575 1941
 AX0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0540
 AX0540  HISTORY     - Date     Condition        Report By
 AX0540  HISTORY     - 1941     MONUMENTED       CGS
 AX0540  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0540
 AX0540                          STATION DESCRIPTION
 AX0540
 AX0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0540'2.7 MI NW FROM DANEVANG.
 AX0540'TO REACH THE BENCH MARK FROM THE CROSSROADS IN DANEVANG-- GO 2.7 MILES
 AX0540'NORTHWEST ALONG STATE HIGHWAY 71 TO THE SITE OF THE BENCH MARK. BENCH
 AX0540'MARK IS NEAR A CROSSROAD, SET IN TOP OF THE SOUTHEAST END OF THE
 AX0540'SOUTHWEST HEADWALL OF A CONCRETE HIGHWAY CULVERT, ABOUT 105.0 FEET
 AX0540'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF CROSSROAD, 14.5 FEET
 AX0540'SOUTHWEST OF AND ABOUT 1.0 FOOT THE CENTERLINE OF THE HIGHWAY AND IS
 AX0540'STAMPED J 575 1941.
 AX0540
 AX0540                          STATION RECOVERY (1990)
 AX0540
 AX0540'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0482 ***********************************************************************
 AX0482  DESIGNATION -  J 577
 AX0482  PID         -  AX0482
 AX0482  STATE/COUNTY-  TX/WHARTON
 AX0482  USGS QUAD   -  LANE CITY (1980)
 AX0482
 AX0482                         *CURRENT SURVEY CONTROL
 AX0482  ___________________________________________________________________
 AX0482* NAD 83(1986)-  29 07 46.     (N)    096 06 36.     (W)     SCALED    
 AX0482* NAVD 88     -        21.72   (+/-2cm)      71.3    (feet)  VERTCON   
 AX0482  ___________________________________________________________________
 AX0482  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0482
 AX0482  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0482
 AX0482.The horizontal coordinates were scaled from a topographic map and have
 AX0482.an estimated accuracy of +/- 6 seconds.
 AX0482
 AX0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0482.The vertical order pertains to the NGVD 29 superseded value.
 AX0482
 AX0482.The geoid height was determined by GEOID03.
 AX0482
 AX0482;                    North         East    Units  Estimated Accuracy
 AX0482;SPC TXSC     - 4,147,120.      881,180.      MT  (+/- 180 meters Scaled)
 AX0482
 AX0482                          SUPERSEDED SURVEY CONTROL
 AX0482
 AX0482  NGVD 29 (??/??/92)   21.737  (m)           71.32   (f) ADJ UNCH    2 0
 AX0482
 AX0482.Superseded values are not recommended for survey control.
 AX0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0482.See file dsdata.txt to determine how the superseded data were derived.
 AX0482
 AX0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT811257(NAD 83)
 AX0482_MARKER: DB = BENCH MARK DISK
 AX0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0482_STAMPING: J 577 1941
 AX0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0482+STABILITY: SURFACE MOTION
 AX0482
 AX0482  HISTORY     - Date     Condition        Report By
 AX0482  HISTORY     - 1941     MONUMENTED       CGS
 AX0482
 AX0482                          STATION DESCRIPTION
 AX0482
 AX0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0482'10.9 MI SE FROM PIERCE.
 AX0482'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PIERCE--
 AX0482'PROCEED 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY NO 59 TO INTERSECTION
 AX0482'OF GRAVELED ROAD.  THENCE, GO 9.2 MILES SOUTHEASTERLY ALONG GRAVELED
 AX0482'ROAD TOWARDS MARKHAM TO INTERSECTION OF CROSSROAD, THENCE, GO 1.2
 AX0482'MILES NORTHEASTERLY ALONG ROAD TO THE SITE OF BENCH MARK.  BENCH MARK
 AX0482'IS ABOUT 400.0 FEET NORTHEAST OF A SMALL WOODEN BRIDGE, 33.0 FEET
 AX0482'SOUTHEAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD. IT
 AX0482'IS 16.0 FEET SOUTHWEST OF THE CENTER OF A GATE, 3.0 FEET NORTHEAST OF
 AX0482'A 4X4 INCH WODEN MARKER POST AND 1.0 FEET SOUTHEAST OF FENCE, THE
 AX0482'MONUMENT PROJECTS 0.6 FEET.  STAMPED J 577 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0117 ***********************************************************************
 AN0117  DESIGNATION -  J 578
 AN0117  PID         -  AN0117
 AN0117  STATE/COUNTY-  TX/JACKSON
 AN0117  USGS QUAD   -  FRANCITAS NE (1995)
 AN0117
 AN0117                         *CURRENT SURVEY CONTROL
 AN0117  ___________________________________________________________________
 AN0117* NAD 83(1986)-  28 54 20.     (N)    096 20 24.     (W)     SCALED    
 AN0117* NAVD 88     -        13.20   (+/-2cm)      43.3    (feet)  VERTCON   
 AN0117  ___________________________________________________________________
 AN0117  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN0117
 AN0117  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0117
 AN0117.The horizontal coordinates were scaled from a topographic map and have
 AN0117.an estimated accuracy of +/- 6 seconds.
 AN0117
 AN0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0117.The vertical order pertains to the NGVD 29 superseded value.
 AN0117
 AN0117.The geoid height was determined by GEOID03.
 AN0117
 AN0117;                    North         East    Units  Estimated Accuracy
 AN0117;SPC TXSC     - 4,121,780.      859,370.      MT  (+/- 180 meters Scaled)
 AN0117
 AN0117                          SUPERSEDED SURVEY CONTROL
 AN0117
 AN0117  NGVD 29 (??/??/92)   13.241  (m)           43.44   (f) ADJ UNCH    2 0
 AN0117
 AN0117.Superseded values are not recommended for survey control.
 AN0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0117.See file dsdata.txt to determine how the superseded data were derived.
 AN0117
 AN0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT593004(NAD 83)
 AN0117_MARKER: DB = BENCH MARK DISK
 AN0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0117_STAMPING: J 578 1941
 AN0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0117+STABILITY: SURFACE MOTION
 AN0117
 AN0117  HISTORY     - Date     Condition        Report By
 AN0117  HISTORY     - 1941     MONUMENTED       CGS
 AN0117  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 AN0117
 AN0117                          STATION DESCRIPTION
 AN0117
 AN0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0117'3.9 MI N FROM FRANCITAS.
 AN0117'ABOUT 3.9 MILES NORTH ALONG THE ROAD TO LOUISE FROM THE ST. LOUIS,
 AN0117'BROWNSVILLE AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY,
 AN0117'ABOUT 1.0 MILE SOUTH OF A SHARP TURN IN THE ROAD, 50 FEET SOUTH OF A
 AN0117'GROUP OF SMALL OAKS, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 1
 AN0117'FOOT EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN
 AN0117'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 AN0117'J 578 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 AN0117'FOOT ABOVE GROUND.
 AN0117
 AN0117                          STATION RECOVERY (1991)
 AN0117
 AN0117'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0103 ***********************************************************************
 AN0103  DESIGNATION -  J 579
 AN0103  PID         -  AN0103
 AN0103  STATE/COUNTY-  TX/JACKSON
 AN0103  USGS QUAD   -  FRANCITAS NW (1995)
 AN0103
 AN0103                         *CURRENT SURVEY CONTROL
 AN0103  ___________________________________________________________________
 AN0103* NAD 83(1986)-  28 57 09.     (N)    096 23 46.     (W)     SCALED    
 AN0103* NAVD 88     -        16.63   (+/-2cm)      54.6    (feet)  VERTCON   
 AN0103  ___________________________________________________________________
 AN0103  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0103
 AN0103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0103
 AN0103.The horizontal coordinates were scaled from a topographic map and have
 AN0103.an estimated accuracy of +/- 6 seconds.
 AN0103
 AN0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0103.The vertical order pertains to the NGVD 29 superseded value.
 AN0103
 AN0103.The geoid height was determined by GEOID03.
 AN0103
 AN0103;                    North         East    Units  Estimated Accuracy
 AN0103;SPC TXSC     - 4,126,860.      853,790.      MT  (+/- 180 meters Scaled)
 AN0103
 AN0103                          SUPERSEDED SURVEY CONTROL
 AN0103
 AN0103  NGVD 29 (??/??/92)   16.654  (m)           54.64   (f) ADJ UNCH    2 0
 AN0103
 AN0103.Superseded values are not recommended for survey control.
 AN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0103.See file dsdata.txt to determine how the superseded data were derived.
 AN0103
 AN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT537055(NAD 83)
 AN0103_MARKER: DB = BENCH MARK DISK
 AN0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0103_STAMPING: J 579 1941
 AN0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0103+STABILITY: SURFACE MOTION
 AN0103
 AN0103  HISTORY     - Date     Condition        Report By
 AN0103  HISTORY     - 1941     MONUMENTED       CGS
 AN0103  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 AN0103
 AN0103                          STATION DESCRIPTION
 AN0103
 AN0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0103'10.6 MI NW FROM FRANCITAS.
 AN0103'ABOUT 6.8 MILES NORTH ALONG A GRADED ROAD FROM THE ST. LOUIS,
 AN0103'BROWNSVILLE AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY,
 AN0103'THENCE ABOUT 3.8 MILES WEST ALONG STATE HIGHWAY 111.  AT A ROAD
 AN0103'INTERSECTION, 72 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET
 AN0103'WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 3 FEET NORTH OF
 AN0103'POLE R.E.A. 30, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 AN0103'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED J 579 1941 AND SET
 AN0103'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0103
 AN0103                          STATION RECOVERY (1991)
 AN0103
 AN0103'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0868 ***********************************************************************
 AN0868  DESIGNATION -  J 580 RESET 1955
 AN0868  PID         -  AN0868
 AN0868  STATE/COUNTY-  TX/CALHOUN
 AN0868  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0868
 AN0868                         *CURRENT SURVEY CONTROL
 AN0868  ___________________________________________________________________
 AN0868* NAD 83(1986)-  28 33 13.     (N)    096 38 10.     (W)     SCALED    
 AN0868* NAVD 88     -         4.91   (+/-2cm)      16.1    (feet)  VERTCON   
 AN0868  ___________________________________________________________________
 AN0868  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN0868
 AN0868  VERT ORDER  -  THIRD (See Below)
 AN0868
 AN0868.The horizontal coordinates were scaled from a topographic map and have
 AN0868.an estimated accuracy of +/- 6 seconds.
 AN0868
 AN0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0868.The vertical order pertains to the NGVD 29 superseded value.
 AN0868
 AN0868.The geoid height was determined by GEOID03.
 AN0868
 AN0868;                    North         East    Units  Estimated Accuracy
 AN0868;SPC TXSC     - 4,082,170.      831,290.      MT  (+/- 180 meters Scaled)
 AN0868
 AN0868                          SUPERSEDED SURVEY CONTROL
 AN0868
 AN0868  NGVD 29 (??/??/??)    5.03   (m)           16.5    (f) RESET       3  
 AN0868
 AN0868.Superseded values are not recommended for survey control.
 AN0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0868.See file dsdata.txt to determine how the superseded data were derived.
 AN0868
 AN0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS312608(NAD 83)
 AN0868_MARKER: DB = BENCH MARK DISK
 AN0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0868_SP_SET: CULVERT
 AN0868_STAMPING: J 580 RESET 1955
 AN0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0868
 AN0868  HISTORY     - Date     Condition        Report By
 AN0868  HISTORY     - 1955     MONUMENTED       TXHD
 AN0868  HISTORY     - 1961     GOOD             TXHD
 AN0868  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AN0868
 AN0868                          STATION DESCRIPTION
 AN0868
 AN0868'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN0868'5.3 MI S FROM PORT LAVACA.
 AN0868'5.3 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0868'PORT LAVACA, 0.9 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 316, NEAR
 AN0868'A T-ROAD JUNCTION, AT THE WEST END OF A 2-2- BY 44-FOOT CONCRETE PIPE,
 AN0868'21.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT THE SAME
 AN0868'ELEVATION AS THE HIGHWAY, AND SET IN THE TOP OF THE SOUTH END OF THE
 AN0868'WEST HEAD WALL.
 AN0868
 AN0868                          STATION RECOVERY (1998)
 AN0868
 AN0868'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0278 ***********************************************************************
 AN0278  DESIGNATION -  J 582
 AN0278  PID         -  AN0278
 AN0278  STATE/COUNTY-  TX/MATAGORDA
 AN0278  USGS QUAD   -  PALACIOS (1995)
 AN0278
 AN0278                         *CURRENT SURVEY CONTROL
 AN0278  ___________________________________________________________________
 AN0278* NAD 83(1986)-  28 43 55.     (N)    096 08 47.     (W)     SCALED    
 AN0278* NAVD 88     -         3.76   (+/-2cm)      12.3    (feet)  VERTCON   
 AN0278  ___________________________________________________________________
 AN0278  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN0278
 AN0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0278
 AN0278.The horizontal coordinates were scaled from a topographic map and have
 AN0278.an estimated accuracy of +/- 6 seconds.
 AN0278
 AN0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0278.The vertical order pertains to the NGVD 29 superseded value.
 AN0278
 AN0278.The geoid height was determined by GEOID03.
 AN0278
 AN0278;                    North         East    Units  Estimated Accuracy
 AN0278;SPC TXSC     - 4,102,990.      878,720.      MT  (+/- 180 meters Scaled)
 AN0278
 AN0278                          SUPERSEDED SURVEY CONTROL
 AN0278
 AN0278  NGVD 29 (??/??/92)    3.823  (m)           12.54   (f) ADJ UNCH    2 0
 AN0278
 AN0278.Superseded values are not recommended for survey control.
 AN0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0278.See file dsdata.txt to determine how the superseded data were derived.
 AN0278
 AN0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS787816(NAD 83)
 AN0278_MARKER: DB = BENCH MARK DISK
 AN0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0278_STAMPING: J 582 1941
 AN0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0278+STABILITY: SURFACE MOTION
 AN0278
 AN0278  HISTORY     - Date     Condition        Report By
 AN0278  HISTORY     - 1941     MONUMENTED       CGS
 AN0278  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0278
 AN0278                          STATION DESCRIPTION
 AN0278
 AN0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0278'2.0 MI NE FROM COLLEGEPORT.
 AN0278'2.0 MILES NORTHEAST ALONG A PAVED COUNTY ROAD FROM THE SCHOOL AT
 AN0278'COLLEGEPORT, MATAGORDA COUNTY, AT THE JUNCTION OF A DIRT ROAD LEADING
 AN0278'NORTH, 39.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18 INCHES WEST
 AN0278'OF A BOARD GATE TO A RANCHHOUSE, 0.6 FOOT SOUTH OF THE RANCH FENCE, 4
 AN0278'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN
 AN0278'THE ROAD.  A STANDARD DISK, STAMPED J 582 1941 AND SET IN THE TOP OF A
 AN0278'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AN0278
 AN0278                          STATION RECOVERY (1991)
 AN0278
 AN0278'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0190 ***********************************************************************
 AN0190  DESIGNATION -  J 583
 AN0190  PID         -  AN0190
 AN0190  STATE/COUNTY-  TX/MATAGORDA
 AN0190  USGS QUAD   -  BLESSING (1995)
 AN0190
 AN0190                         *CURRENT SURVEY CONTROL
 AN0190  ___________________________________________________________________
 AN0190* NAD 83(1986)-  28 49 15.     (N)    096 12 35.     (W)     SCALED    
 AN0190* NAVD 88     -         8.85   (+/-2cm)      29.0    (feet)  VERTCON   
 AN0190  ___________________________________________________________________
 AN0190  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN0190
 AN0190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0190
 AN0190.The horizontal coordinates were scaled from a topographic map and have
 AN0190.an estimated accuracy of +/- 6 seconds.
 AN0190
 AN0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0190.The vertical order pertains to the NGVD 29 superseded value.
 AN0190
 AN0190.The geoid height was determined by GEOID03.
 AN0190
 AN0190;                    North         East    Units  Estimated Accuracy
 AN0190;SPC TXSC     - 4,112,690.      872,300.      MT  (+/- 180 meters Scaled)
 AN0190
 AN0190                          SUPERSEDED SURVEY CONTROL
 AN0190
 AN0190  NGVD 29 (??/??/92)    8.905  (m)           29.22   (f) ADJ UNCH    2 0
 AN0190
 AN0190.Superseded values are not recommended for survey control.
 AN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0190.See file dsdata.txt to determine how the superseded data were derived.
 AN0190
 AN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS722913(NAD 83)
 AN0190_MARKER: DB = BENCH MARK DISK
 AN0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0190_SP_SET: CULVERT
 AN0190_STAMPING: J 583 1941
 AN0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0190
 AN0190  HISTORY     - Date     Condition        Report By
 AN0190  HISTORY     - 1941     MONUMENTED       CGS
 AN0190
 AN0190                          STATION DESCRIPTION
 AN0190
 AN0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0190'3.3 MI S FROM BLESSING.
 AN0190'3.3 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0190'HIGHWAY 93 AT BLESSING, MATAGORDA COUNTY, 0.2 MILE NORTH OF THE
 AN0190'JUNCTION OF A DRIVEWAY LEADING TO A FARMHOUSE, AT THE WEST END OF A 5-
 AN0190'BY 5-FOOT CONCRETE-BOX CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF
 AN0190'THE SOUTH WING WALL.  A STANDARD DISK, STAMPED J 583 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0191 ***********************************************************************
 AN0191  DESIGNATION -  J 583 RESET 1963
 AN0191  PID         -  AN0191
 AN0191  STATE/COUNTY-  TX/MATAGORDA
 AN0191  USGS QUAD   -  BLESSING (1995)
 AN0191
 AN0191                         *CURRENT SURVEY CONTROL
 AN0191  ___________________________________________________________________
 AN0191* NAD 83(1986)-  28 49 15.     (N)    096 12 35.     (W)     SCALED    
 AN0191* NAVD 88     -         8.86   (+/-2cm)      29.1    (feet)  VERTCON   
 AN0191  ___________________________________________________________________
 AN0191  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN0191
 AN0191  VERT ORDER  -  THIRD (See Below)
 AN0191
 AN0191.The horizontal coordinates were scaled from a topographic map and have
 AN0191.an estimated accuracy of +/- 6 seconds.
 AN0191
 AN0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0191.The vertical order pertains to the NGVD 29 superseded value.
 AN0191
 AN0191.The geoid height was determined by GEOID03.
 AN0191
 AN0191;                    North         East    Units  Estimated Accuracy
 AN0191;SPC TXSC     - 4,112,690.      872,300.      MT  (+/- 180 meters Scaled)
 AN0191
 AN0191                          SUPERSEDED SURVEY CONTROL
 AN0191
 AN0191  NGVD 29 (??/??/??)    8.91   (m)           29.2    (f) RESET       3  
 AN0191
 AN0191.Superseded values are not recommended for survey control.
 AN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0191.See file dsdata.txt to determine how the superseded data were derived.
 AN0191
 AN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS722913(NAD 83)
 AN0191_MARKER: DB = BENCH MARK DISK
 AN0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0191_STAMPING: J 583 RESET 1963
 AN0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0191+STABILITY: SURFACE MOTION
 AN0191
 AN0191  HISTORY     - Date     Condition        Report By
 AN0191  HISTORY     - 1963     MONUMENTED       CGS
 AN0191  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0191
 AN0191                          STATION DESCRIPTION
 AN0191
 AN0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0191'4.55 MI SE FROM BLESSING.
 AN0191'ABOUT 1.0 MILE EAST ALONG FARM ROAD 616, THENCE 3.55 MILES SOUTH ALONG
 AN0191'STATE HIGHWAY 35 FROM BLESSING, 150 FEET WEST OF CENTER LINE OF
 AN0191'HIGHWAY 35, 106 FEET WEST-SOUTHWEST OF CENTER OF STEEL CATTLE GUARD,
 AN0191'40 FEET SOUTH OF CENTER LINE OF SHELL ROAD, 3 FEET EAST OF METAL
 AN0191'WITNESS POST.  AT TEXAS HIGHWAY DEPARTMENT STATION 1126 +24.  A
 AN0191'STANDARD DISK STAMPED J 583 RESET 1963 SET IN 10- BY 10-INCH CONCRETE
 AN0191'POST WHICH PROJECTS 3-INCHES.
 AN0191
 AN0191                          STATION RECOVERY (1991)
 AN0191
 AN0191'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0172 ***********************************************************************
 AN0172  DESIGNATION -  J 584
 AN0172  PID         -  AN0172
 AN0172  STATE/COUNTY-  TX/MATAGORDA
 AN0172  USGS QUAD   -  TURTLE BAY (1995)
 AN0172
 AN0172                         *CURRENT SURVEY CONTROL
 AN0172  ___________________________________________________________________
 AN0172* NAD 83(1986)-  28 43 10.     (N)    096 17 59.     (W)     SCALED    
 AN0172* NAVD 88     -         4.89   (+/-2cm)      16.0    (feet)  VERTCON   
 AN0172  ___________________________________________________________________
 AN0172  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN0172
 AN0172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0172
 AN0172.The horizontal coordinates were scaled from a topographic map and have
 AN0172.an estimated accuracy of +/- 6 seconds.
 AN0172
 AN0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0172.The vertical order pertains to the NGVD 29 superseded value.
 AN0172
 AN0172.The geoid height was determined by GEOID03.
 AN0172
 AN0172;                    North         East    Units  Estimated Accuracy
 AN0172;SPC TXSC     - 4,101,250.      863,780.      MT  (+/- 180 meters Scaled)
 AN0172
 AN0172                          SUPERSEDED SURVEY CONTROL
 AN0172
 AN0172  NGVD 29 (??/??/92)    4.962  (m)           16.28   (f) ADJ UNCH    2 0
 AN0172
 AN0172.Superseded values are not recommended for survey control.
 AN0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0172.See file dsdata.txt to determine how the superseded data were derived.
 AN0172
 AN0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS637798(NAD 83)
 AN0172_MARKER: DB = BENCH MARK DISK
 AN0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0172_SP_SET: CULVERT
 AN0172_STAMPING: J 584 1941
 AN0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0172
 AN0172  HISTORY     - Date     Condition        Report By
 AN0172  HISTORY     - 1941     MONUMENTED       CGS
 AN0172
 AN0172                          STATION DESCRIPTION
 AN0172
 AN0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0172'5.6 MI W FROM PALACIOS.
 AN0172'5.6 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0172'RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, AT THE T-JUNCTION OF A
 AN0172'ROAD LEADING SOUTH, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 AN0172'AT A 3- BY 3-FOOT CONCRETE-BOX CULVERT UNDER THE SIDE ROAD, AND IN THE
 AN0172'TOP OF THE NORTH END OF THE WEST HEADWALL.  A STANDARD DISK, STAMPED J
 AN0172'584 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3493 ***********************************************************************
 AI3493  DESIGNATION -  J 584 RESET
 AI3493  PID         -  AI3493
 AI3493  STATE/COUNTY-  TX/MATAGORDA
 AI3493  USGS QUAD   -  TURTLE BAY (1995)
 AI3493
 AI3493                         *CURRENT SURVEY CONTROL
 AI3493  ___________________________________________________________________
 AI3493* NAD 83(1986)-  28 43 10.     (N)    096 17 59.     (W)     SCALED    
 AI3493* NAVD 88     -         4.51   (+/-2cm)      14.8    (feet)  VERTCON   
 AI3493  ___________________________________________________________________
 AI3493  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AI3493
 AI3493  VERT ORDER  -  THIRD (See Below)
 AI3493
 AI3493.The horizontal coordinates were scaled from a topographic map and have
 AI3493.an estimated accuracy of +/- 6 seconds.
 AI3493
 AI3493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3493.The vertical order pertains to the NGVD 29 superseded value.
 AI3493
 AI3493.The geoid height was determined by GEOID03.
 AI3493
 AI3493;                    North         East    Units  Estimated Accuracy
 AI3493;SPC TXSC     - 4,101,250.      863,780.      MT  (+/- 180 meters Scaled)
 AI3493
 AI3493                          SUPERSEDED SURVEY CONTROL
 AI3493
 AI3493  NGVD 29 (01/29/03)    4.59   (m)           15.1    (f) RESET       3  
 AI3493
 AI3493.Superseded values are not recommended for survey control.
 AI3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3493.See file dsdata.txt to determine how the superseded data were derived.
 AI3493
 AI3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS637798(NAD 83)
 AI3493_MARKER: DV = VERTICAL CONTROL DISK
 AI3493_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3493_SP_SET: CULVERT HEADWALL
 AI3493_STAMPING: J 584 RESET 1999
 AI3493_MARK LOGO: NGS   
 AI3493_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3493+STABILITY: SURFACE MOTION
 AI3493
 AI3493  HISTORY     - Date     Condition        Report By
 AI3493  HISTORY     - 1999     MONUMENTED       TXDOT
 AI3493
 AI3493                          STATION DESCRIPTION
 AI3493
 AI3493'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (DN)
 AI3493'1.6 MILES (2.6 KM) WEST FROM SH 35 TURTLE CREEK BRIDGE, AT THE
 AI3493'T-JUNCTION OF A ROAD LEADING SOUTH, 43 FEET (13.1 M) SOUTH OF THE
 AI3493'CENTERLINE OF HIGHWAY 35, AT A 2 X 2 FOOT (0.6 M) CONCRETE BOX CULVERT
 AI3493'UNDER THE SIDE ROAD, AND IN THE CENTER OF THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0137 ***********************************************************************
 AM0137  DESIGNATION -  J 585
 AM0137  PID         -  AM0137
 AM0137  STATE/COUNTY-  TX/MATAGORDA
 AM0137  USGS QUAD   -  WADSWORTH (1972)
 AM0137
 AM0137                         *CURRENT SURVEY CONTROL
 AM0137  ___________________________________________________________________
 AM0137* NAD 83(1986)-  28 45 28.     (N)    095 55 07.     (W)     SCALED    
 AM0137* NAVD 88     -         2.33   (+/-2cm)       7.6    (feet)  VERTCON   
 AM0137  ___________________________________________________________________
 AM0137  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0137
 AM0137  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0137
 AM0137.The horizontal coordinates were scaled from a topographic map and have
 AM0137.an estimated accuracy of +/- 6 seconds.
 AM0137
 AM0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0137.The vertical order pertains to the NGVD 29 superseded value.
 AM0137
 AM0137.The geoid height was determined by GEOID03.
 AM0137
 AM0137;                    North         East    Units  Estimated Accuracy
 AM0137;SPC TXSC     - 4,106,420.      900,880.      MT  (+/- 180 meters Scaled)
 AM0137
 AM0137                          SUPERSEDED SURVEY CONTROL
 AM0137
 AM0137  NGVD 29 (??/??/92)    2.375  (m)            7.79   (f) ADJ UNCH    1 1
 AM0137
 AM0137.Superseded values are not recommended for survey control.
 AM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0137.See file dsdata.txt to determine how the superseded data were derived.
 AM0137
 AM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM150846(NAD 83)
 AM0137_MARKER: DB = BENCH MARK DISK
 AM0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0137_STAMPING: J 585 1941
 AM0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0137+STABILITY: SURFACE MOTION
 AM0137
 AM0137  HISTORY     - Date     Condition        Report By
 AM0137  HISTORY     - 1941     MONUMENTED       CGS
 AM0137  HISTORY     - 1951     GOOD             NGS
 AM0137
 AM0137                          STATION DESCRIPTION
 AM0137
 AM0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0137'0.7 MI E FROM GULF HILL.
 AM0137'0.7 MILE EAST ALONG AN OILED ROAD FROM THE GULF, COLORADO AND SANTA FE
 AM0137'RAILWAY SIDING AT GULF HILL, 0.4 MILE WEST OF A FARMHOUSE ON THE NORTH
 AM0137'SIDE OF THE ROAD, 385 FEET EAST OF A BRIDGE OVER A SLOUGH, 44 FEET
 AM0137'NORTH OF THE CENTERLINE OF THE ROAD, 11 FEET WEST OF A LARGE POST AT A
 AM0137'FENCE CORNER, 2.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF
 AM0137'A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 AM0137'DISK, STAMPED J 585 1941 AND SET IN THE TOP OF A CONCRETE POST
 AM0137'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0242 ***********************************************************************
 AM0242  DESIGNATION -  J 586
 AM0242  PID         -  AM0242
 AM0242  STATE/COUNTY-  TX/BRAZORIA
 AM0242  USGS QUAD   -  CEDAR LANE NE (1972)
 AM0242
 AM0242                         *CURRENT SURVEY CONTROL
 AM0242  ___________________________________________________________________
 AM0242* NAD 83(1986)-  28 56 48.     (N)    095 37 01.     (W)     SCALED    
 AM0242* NAVD 88     -         6.87   (+/-2cm)      22.5    (feet)  VERTCON   
 AM0242  ___________________________________________________________________
 AM0242  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AM0242
 AM0242  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0242
 AM0242.The horizontal coordinates were scaled from a topographic map and have
 AM0242.an estimated accuracy of +/- 6 seconds.
 AM0242
 AM0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0242.The vertical order pertains to the NGVD 29 superseded value.
 AM0242
 AM0242.The geoid height was determined by GEOID03.
 AM0242
 AM0242;                    North         East    Units  Estimated Accuracy
 AM0242;SPC TXSC     - 4,128,160.      929,730.      MT  (+/- 180 meters Scaled)
 AM0242
 AM0242                          SUPERSEDED SURVEY CONTROL
 AM0242
 AM0242  NGVD 29 (??/??/92)    6.895  (m)           22.62   (f) ADJ UNCH    2 0
 AM0242
 AM0242.Superseded values are not recommended for survey control.
 AM0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0242.See file dsdata.txt to determine how the superseded data were derived.
 AM0242
 AM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN449048(NAD 83)
 AM0242_MARKER: DB = BENCH MARK DISK
 AM0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0242_STAMPING: J 586 1941
 AM0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0242+STABILITY: SURFACE MOTION
 AM0242
 AM0242  HISTORY     - Date     Condition        Report By
 AM0242  HISTORY     - 1941     MONUMENTED       CGS
 AM0242
 AM0242                          STATION DESCRIPTION
 AM0242
 AM0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0242'0.3 MI E FROM SWEENY.
 AM0242'IN BRAZORIA COUNTY, 0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD
 AM0242'FROM THE STATION AT SWEENY, THENCE 8.2 MILES SOUTHEAST ALONG A SHELL
 AM0242'ROAD.  7.9 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 AM0242'CEDAR LAKE, MATAGORDA COUNTY, THENCE 0.9 MILE NORTHWEST ALONG A SHELL
 AM0242'ROAD.  0.45 MILE NORTHWEST OF A STORE ON THE EAST SIDE OF THE ROAD,
 AM0242'0.3 MILE NORTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST TO
 AM0242'JERUSALEM SCHOOL, AT THE JUNCTION OF A ROAD SOUTHWEST, 49 FEET WEST OF
 AM0242'THE CENTER OF THE JUNCTION, 34 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AM0242'SHELL ROAD, 27 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD LEADING
 AM0242'SOUTHWEST, 16 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT NORTHWEST OF
 AM0242'THE FENCE, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1
 AM0242'FOOT HIGHER THAN THE SHELL ROAD. A STANDARD DISK, STAMPED J 586 1941
 AM0242'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AM0242'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0759 ***********************************************************************
 AH0759  DESIGNATION -  J 588
 AH0759  PID         -  AH0759
 AH0759  STATE/COUNTY-  TX/SAN PATRICIO
 AH0759  USGS QUAD   -  ODEM (1975)
 AH0759
 AH0759                         *CURRENT SURVEY CONTROL
 AH0759  ___________________________________________________________________
 AH0759* NAD 83(1986)-  27 56 33.     (N)    097 33 30.     (W)     SCALED    
 AH0759* NAVD 88     -        16.29   (+/-2cm)      53.4    (feet)  VERTCON   
 AH0759  ___________________________________________________________________
 AH0759  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AH0759
 AH0759  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0759
 AH0759.The horizontal coordinates were scaled from a topographic map and have
 AH0759.an estimated accuracy of +/- 6 seconds.
 AH0759
 AH0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0759.The vertical order pertains to the NGVD 29 superseded value.
 AH0759
 AH0759.The geoid height was determined by GEOID03.
 AH0759
 AH0759;                    North         East    Units  Estimated Accuracy
 AH0759;SPC TX S     - 5,252,500.      392,680.      MT  (+/- 180 meters Scaled)
 AH0759
 AH0759                          SUPERSEDED SURVEY CONTROL
 AH0759
 AH0759  NGVD 29 (??/??/92)   16.450  (m)           53.97   (f) ADJ UNCH    2 0
 AH0759
 AH0759.Superseded values are not recommended for survey control.
 AH0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0759.See file dsdata.txt to determine how the superseded data were derived.
 AH0759
 AH0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR418916(NAD 83)
 AH0759_MARKER: DB = BENCH MARK DISK
 AH0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0759_STAMPING: J 588 1942
 AH0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0759+STABILITY: SURFACE MOTION
 AH0759
 AH0759  HISTORY     - Date     Condition        Report By
 AH0759  HISTORY     - 1942     MONUMENTED       CGS
 AH0759  HISTORY     - 1949     GOOD             NGS
 AH0759  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0759
 AH0759                          STATION DESCRIPTION
 AH0759
 AH0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0759'1.7 MI E FROM ODEM.
 AH0759'ABOUT 1.7 MILES EAST ALONG FARM ROAD 631 FROM THE MISSOURI PACIFIC
 AH0759'RAILROAD STATION AT ODEM, SAN PATRICIO COUNTY, ABOUT 0.4 MILE EAST OF
 AH0759'AN S-CURVE, ABOUT 0.35 MILE WEST OF A SHARP JOG IN THE ROAD, 37 FEET
 AH0759'NORTH OF THE NORTH END OF A CULVERT FOR A DRAINAGE DITCH, 51 FEET
 AH0759'NORTH OF CENTER LINE OF ROAD, 2.7 FEET WEST OF POWER TRANSMISSION LINE
 AH0759'POLE NO. 8-61, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 AH0759'LEVEL WITH THE ROAD.  A STANDARD DISK STAMPED J-588 1942 AND SET IN
 AH0759'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AH0759
 AH0759                          STATION RECOVERY (1969)
 AH0759
 AH0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0072 ***********************************************************************
 AH0072  DESIGNATION -  J 589
 AH0072  PID         -  AH0072
 AH0072  STATE/COUNTY-  TX/NUECES
 AH0072  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0072
 AH0072                         *CURRENT SURVEY CONTROL
 AH0072  ___________________________________________________________________
 AH0072* NAD 83(1986)-  27 47 07.     (N)    097 29 41.     (W)     SCALED    
 AH0072* NAVD 88     -        12.785  (meters)      41.95   (feet)  ADJUSTED  
 AH0072  ___________________________________________________________________
 AH0072  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH0072  DYNAMIC HT  -          12.765 (meters)      41.88  (feet)  COMP
 AH0072  MODELED GRAV-     979,124.7   (mgal)                       NAVD 88
 AH0072
 AH0072  VERT ORDER  -  FIRST     CLASS I
 AH0072
 AH0072.The horizontal coordinates were scaled from a topographic map and have
 AH0072.an estimated accuracy of +/- 6 seconds.
 AH0072
 AH0072.The orthometric height was determined by differential leveling
 AH0072.and adjusted by the National Geodetic Survey in June 1991..
 AH0072
 AH0072.The geoid height was determined by GEOID03.
 AH0072
 AH0072.The dynamic height is computed by dividing the NAVD 88
 AH0072.geopotential number by the normal gravity value computed on the
 AH0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0072.degrees latitude (g = 980.6199 gals.).
 AH0072
 AH0072.The modeled gravity was interpolated from observed gravity values.
 AH0072
 AH0072;                    North         East    Units  Estimated Accuracy
 AH0072;SPC TX S     - 5,235,130.      399,070.      MT  (+/- 180 meters Scaled)
 AH0072
 AH0072                          SUPERSEDED SURVEY CONTROL
 AH0072
 AH0072  NGVD 29 (??/??/92)   13.069  (m)           42.88   (f) ADJ UNCH    1 1
 AH0072
 AH0072.Superseded values are not recommended for survey control.
 AH0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0072.See file dsdata.txt to determine how the superseded data were derived.
 AH0072
 AH0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR483743(NAD 83)
 AH0072_MARKER: DB = BENCH MARK DISK
 AH0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0072_SP_SET: BRIDGE
 AH0072_STAMPING: J 589 1942
 AH0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0072
 AH0072  HISTORY     - Date     Condition        Report By
 AH0072  HISTORY     - 1942     MONUMENTED       CGS
 AH0072  HISTORY     - 1963     GOOD             NGS
 AH0072  HISTORY     - 1978     GOOD             NGS
 AH0072  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0072
 AH0072                          STATION DESCRIPTION
 AH0072
 AH0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AH0072'2.6 MI E FROM CLARKWOOD.
 AH0072'2.6 MILES EAST ALONG THE SOUTHERN PACIFIC LINES FROM THE CITY WATER
 AH0072'TANK, 9 POLES WEST OF MILEPOST 156, IN THE TOP OF THE NORTH END OF THE
 AH0072'EAST ABUTMENT OF THE CONCRETE BRIDGE ON THE SOUTH TRAFFIC LANE OF
 AH0072'STATE HIGHWAY 44, 114 FEET SOUTH OF THE SOUTH RAIL, 17-1/2 FEET NORTH
 AH0072'OF THE CENTERLINE OF THE SOUTH TRAFFIC LANE OF THE HIGHWAY, AND 1 FOOT
 AH0072'BELOW THE LEVEL OF THE HIGHWAY.
 AH0072
 AH0072                          STATION RECOVERY (1978)
 AH0072
 AH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0072'RECOVERED IN GOOD CONDITION.
 AH0072
 AH0072                          STATION RECOVERY (2001)
 AH0072
 AH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0072'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0333 ***********************************************************************
 AE0333  DESIGNATION -  J 59 USGS
 AE0333  PID         -  AE0333
 AE0333  STATE/COUNTY-  TX/HIDALGO
 AE0333  USGS QUAD   -  DONNA (1983)
 AE0333
 AE0333                         *CURRENT SURVEY CONTROL
 AE0333  ___________________________________________________________________
 AE0333* NAD 83(1986)-  26 10 09.     (N)    098 03 16.     (W)     SCALED    
 AE0333* NAVD 88     -        29.515  (meters)      96.83   (feet)  ADJUSTED  
 AE0333  ___________________________________________________________________
 AE0333  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AE0333  DYNAMIC HT  -          29.466 (meters)      96.67  (feet)  COMP
 AE0333  MODELED GRAV-     979,002.0   (mgal)                       NAVD 88
 AE0333
 AE0333  VERT ORDER  -  FIRST     CLASS II
 AE0333
 AE0333.The horizontal coordinates were scaled from a topographic map and have
 AE0333.an estimated accuracy of +/- 6 seconds.
 AE0333
 AE0333.The orthometric height was determined by differential leveling
 AE0333.and adjusted by the National Geodetic Survey in June 1991..
 AE0333
 AE0333.The geoid height was determined by GEOID03.
 AE0333
 AE0333.The dynamic height is computed by dividing the NAVD 88
 AE0333.geopotential number by the normal gravity value computed on the
 AE0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0333.degrees latitude (g = 980.6199 gals.).
 AE0333
 AE0333.The modeled gravity was interpolated from observed gravity values.
 AE0333
 AE0333;                    North         East    Units  Estimated Accuracy
 AE0333;SPC TX S     - 5,055,750.      344,540.      MT  (+/- 180 meters Scaled)
 AE0333
 AE0333                          SUPERSEDED SURVEY CONTROL
 AE0333
 AE0333  NGVD 29 (??/??/92)   29.631  (m)           97.21   (f) ADJ UNCH    1 2
 AE0333
 AE0333.Superseded values are not recommended for survey control.
 AE0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0333.See file dsdata.txt to determine how the superseded data were derived.
 AE0333
 AE0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP944947(NAD 83)
 AE0333_MARKER: P = PIPE CAP
 AE0333_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE0333_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AE0333_STAMPING: 1913 96.811
 AE0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0333
 AE0333  HISTORY     - Date     Condition        Report By
 AE0333  HISTORY     - 1913     MONUMENTED       USGS
 AE0333  HISTORY     - 1942     GOOD             NGS
 AE0333  HISTORY     - 1943     GOOD             USGS
 AE0333  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0333
 AE0333                          STATION DESCRIPTION
 AE0333
 AE0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0333'IN DONNA.
 AE0333'BENCH MARK IS LOCATED AT THE SOUTHEAST CORNER OF THE CITY PARK, AT
 AE0333'DONNA IT IS 47.0 FEET NORTH OF THE CENTERLINE OF MILLER STREET, 43.0
 AE0333'FEET WEST OF THE CENTERLINE OF FIFTH STREET.  MONUMENT IS AN IRON PIPE
 AE0333'WITH A BRONZE CAP RIVETED ON.
 AE0333
 AE0333                          STATION RECOVERY (1943)
 AE0333
 AE0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 AE0333'BENCH MARK IS AT THE SOUTHEAST CORNER OF THE CITY PARK AT DONNA. IT
 AE0333'IS 47.0 FEET NORTH OF THE CENTERLINE OF MILLER STREET AND 43.0 FEET
 AE0333'WEST OF THE CENTERLINE OF FIFTH STREET. A. U.S. GEOLOGICAL SURVEY
 AE0333'BRASS CAP RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 AE0333
 AE0333                          STATION RECOVERY (1981)
 AE0333
 AE0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0333'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0821 ***********************************************************************
 AN0821  DESIGNATION -  J 591
 AN0821  PID         -  AN0821
 AN0821  STATE/COUNTY-  TX/CALHOUN
 AN0821  USGS QUAD   -  GREEN LAKE (1995)
 AN0821
 AN0821                         *CURRENT SURVEY CONTROL
 AN0821  ___________________________________________________________________
 AN0821* NAD 83(1986)-  28 32 32.     (N)    096 48 11.     (W)     SCALED    
 AN0821* NAVD 88     -        10.62   (+/-2cm)      34.8    (feet)  VERTCON   
 AN0821  ___________________________________________________________________
 AN0821  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN0821
 AN0821  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0821
 AN0821.The horizontal coordinates were scaled from a topographic map and have
 AN0821.an estimated accuracy of +/- 6 seconds.
 AN0821
 AN0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0821.The vertical order pertains to the NGVD 29 superseded value.
 AN0821
 AN0821.The geoid height was determined by GEOID03.
 AN0821
 AN0821;                    North         East    Units  Estimated Accuracy
 AN0821;SPC TXSC     - 4,080,590.      814,980.      MT  (+/- 180 meters Scaled)
 AN0821
 AN0821                          SUPERSEDED SURVEY CONTROL
 AN0821
 AN0821  NGVD 29 (??/??/92)   10.746  (m)           35.26   (f) ADJ UNCH    2 0
 AN0821
 AN0821.Superseded values are not recommended for survey control.
 AN0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0821.See file dsdata.txt to determine how the superseded data were derived.
 AN0821
 AN0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS149592(NAD 83)
 AN0821_MARKER: DB = BENCH MARK DISK
 AN0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0821_STAMPING: J 591 1942
 AN0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0821+STABILITY: SURFACE MOTION
 AN0821
 AN0821  HISTORY     - Date     Condition        Report By
 AN0821  HISTORY     - 1942     MONUMENTED       CGS
 AN0821  HISTORY     - 1974     MARK NOT FOUND   NGS
 AN0821  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0821
 AN0821                          STATION DESCRIPTION
 AN0821
 AN0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0821'1.6 MI NW FROM GREEN LAKE.
 AN0821'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 185 FROM THE INTERSECTION OF
 AN0821'STATE HIGHWAY 35 AT GREEN LAKE, CALHOUN COUNTY, 200 FEET SOUTHEAST OF
 AN0821'A SMALL CULVERT, 48.5 FEET SOUTHWEST OF THE CENTERLINE OF THE ST.
 AN0821'LOUIS, BROWNSVILLE AND MEXICO RAILWAY TRACK, OPPOSITE MILEPOST 9, 34
 AN0821'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN LINE WITH A ROW OF
 AN0821'POLES, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AN0821'HIGHWAY.  A STANDARD DISK, STAMPED J 591 1942 AND SET IN THE TOP OF A
 AN0821'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0821
 AN0821                          STATION RECOVERY (1974)
 AN0821
 AN0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AN0821'MARK NOT FOUND.
 AN0821
 AN0821                          STATION RECOVERY (1988)
 AN0821
 AN0821'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0325 ***********************************************************************
 AN0325  DESIGNATION -  J 592
 AN0325  PID         -  AN0325
 AN0325  STATE/COUNTY-  TX/CALHOUN
 AN0325  USGS QUAD   -  PORT O'CONNOR (1973)
 AN0325
 AN0325                         *CURRENT SURVEY CONTROL
 AN0325  ___________________________________________________________________
 AN0325* NAD 83(1993)-  28 25 44.03145(N)    096 29 07.70079(W)     ADJUSTED  
 AN0325* NAVD 88     -         3.12   (+/-2cm)      10.2    (feet)  VERTCON   
 AN0325  ___________________________________________________________________
 AN0325  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AN0325  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN0325
 AN0325  HORZ ORDER  -  SECOND
 AN0325  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0325
 AN0325.The horizontal coordinates were established by classical geodetic methods
 AN0325.and adjusted by the National Geodetic Survey in February 1996..
 AN0325
 AN0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0325.The vertical order pertains to the NGVD 29 superseded value.
 AN0325
 AN0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN0325
 AN0325.The geoid height was determined by GEOID03.
 AN0325
 AN0325;                    North         East     Units Scale Factor Converg.
 AN0325;SPC TXSC     - 4,068,655.257   846,325.295   MT  0.99998723   +1 13 54.8
 AN0325;SPC TXSC     -13,348,579.79  2,776,652.24   sFT  0.99998723   +1 13 54.8
 AN0325;UTM  14      - 3,147,289.013   746,292.415   MT  1.00034870   +1 11 51.7
 AN0325
 AN0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN0325!SPC TXSC     -   1.00000372  x   0.99998723  =   0.99999095
 AN0325!UTM  14      -   1.00000372  x   1.00034870  =   1.00035242
 AN0325
 AN0325                          SUPERSEDED SURVEY CONTROL
 AN0325
 AN0325  NAD 83(1986)-  28 25 44.03706(N)    096 29 07.68339(W) AD(       ) 2
 AN0325  NAD 27      -  28 25 43.02283(N)    096 29 06.77187(W) AD(       ) 2
 AN0325  NGVD 29 (??/??/92)    3.223  (m)           10.57   (f) ADJ UNCH    2 0
 AN0325
 AN0325.Superseded values are not recommended for survey control.
 AN0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0325.See file dsdata.txt to determine how the superseded data were derived.
 AN0325
 AN0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS4629247289(NAD 83)
 AN0325_MARKER: DB = BENCH MARK DISK
 AN0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0325_SP_SET: CONCRETE POST
 AN0325_STAMPING: J 592 1942
 AN0325_MARK LOGO: CGS   
 AN0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0325+STABILITY: SURFACE MOTION
 AN0325
 AN0325  HISTORY     - Date     Condition        Report By
 AN0325  HISTORY     - 1959     MONUMENTED       DOWCO
 AN0325  HISTORY     - 19980721 MARK NOT FOUND   USPSQD
 AN0325
 AN0325                          STATION DESCRIPTION
 AN0325
 AN0325'DESCRIBED BY DOW CHEMICAL COMPANY 1959
 AN0325'5.0 MI W FROM PORT OCONNOR.
 AN0325'5.0 MILES WEST ALONG STATE HIGHWAY 185 FROM THE INTERSECTION OF ADAMS
 AN0325'STREET AND PARK AVENUE AT PORT OCONNOR, CALHOUN COUNTY, 29 FEET NORTH
 AN0325'OF THE CENTERLINE OF THE HIGHWAY, 28 FEET EAST OF A POWERLINE POLE, 20
 AN0325'FEET WEST OF A FENCE POST WITH A GUY WIRE, 3 FEET EAST OF A WHITE
 AN0325'WOODEN WITNESS POST, 1 FOOT SOUTH OF A FENCE, AND 1 FOOT HIGHER THAN
 AN0325'THE HIGHWAY.  A STANDARD DISK, STAMPED J 592 1942 AND SET IN THE TOP
 AN0325'OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN0325
 AN0325                          STATION RECOVERY (1998)
 AN0325
 AN0325'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0880 ***********************************************************************
 AN0880  DESIGNATION -  J 593
 AN0880  PID         -  AN0880
 AN0880  STATE/COUNTY-  TX/CALHOUN
 AN0880  USGS QUAD   -  GREEN LAKE (1995)
 AN0880
 AN0880                         *CURRENT SURVEY CONTROL
 AN0880  ___________________________________________________________________
 AN0880* NAD 83(1986)-  28 32 35.     (N)    096 45 39.     (W)     SCALED    
 AN0880* NAVD 88     -         9.40   (+/-2cm)      30.8    (feet)  VERTCON   
 AN0880  ___________________________________________________________________
 AN0880  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0880
 AN0880  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0880
 AN0880.The horizontal coordinates were scaled from a topographic map and have
 AN0880.an estimated accuracy of +/- 6 seconds.
 AN0880
 AN0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0880.The vertical order pertains to the NGVD 29 superseded value.
 AN0880
 AN0880.The geoid height was determined by GEOID03.
 AN0880
 AN0880;                    North         East    Units  Estimated Accuracy
 AN0880;SPC TXSC     - 4,080,760.      819,110.      MT  (+/- 180 meters Scaled)
 AN0880
 AN0880                          SUPERSEDED SURVEY CONTROL
 AN0880
 AN0880  NGVD 29 (??/??/92)    9.527  (m)           31.26   (f) ADJ UNCH    2 0
 AN0880
 AN0880.Superseded values are not recommended for survey control.
 AN0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0880.See file dsdata.txt to determine how the superseded data were derived.
 AN0880
 AN0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS190594(NAD 83)
 AN0880_MARKER: DB = BENCH MARK DISK
 AN0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0880_STAMPING: J 593 1942
 AN0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0880+STABILITY: SURFACE MOTION
 AN0880
 AN0880  HISTORY     - Date     Condition        Report By
 AN0880  HISTORY     - 1942     MONUMENTED       CGS
 AN0880
 AN0880                          STATION DESCRIPTION
 AN0880
 AN0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0880'2.1 MI NE FROM GREEN LAKE.
 AN0880'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0880'HIGHWAY 185 AT GREEN LAKE, CALHOUN COUNTY, 0.2 MILE SOUTHWEST OF A
 AN0880'ROAD INTERSECTION, 54 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AN0880'36 FEET SOUTHEAST OF A MAIL BOX, 3 FEET NORTHEAST OF A WHITE WOODEN
 AN0880'WITNESS POST, 2 FEET WEST OF A FENCE CORNER, AND 1 FOOT LOWER THAN THE
 AN0880'HIGHWAY.  A STANDARD DISK, STAMPED J 593 1942 AND SET IN THE TOP OF A
 AN0880'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0399 ***********************************************************************
 AN0399  DESIGNATION -  J 594
 AN0399  PID         -  AN0399
 AN0399  STATE/COUNTY-  TX/REFUGIO
 AN0399  USGS QUAD   -  TIVOLI SE (1952)
 AN0399
 AN0399                         *CURRENT SURVEY CONTROL
 AN0399  ___________________________________________________________________
 AN0399* NAD 83(1986)-  28 21 31.     (N)    096 48 33.     (W)     SCALED    
 AN0399* NAVD 88     -         3.73   (+/-2cm)      12.2    (feet)  VERTCON   
 AN0399  ___________________________________________________________________
 AN0399  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN0399
 AN0399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0399
 AN0399.The horizontal coordinates were scaled from a topographic map and have
 AN0399.an estimated accuracy of +/- 6 seconds.
 AN0399
 AN0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0399.The vertical order pertains to the NGVD 29 superseded value.
 AN0399
 AN0399.The geoid height was determined by GEOID03.
 AN0399
 AN0399;                    North         East    Units  Estimated Accuracy
 AN0399;SPC TXSC     - 4,060,230.      814,770.      MT  (+/- 180 meters Scaled)
 AN0399
 AN0399                          SUPERSEDED SURVEY CONTROL
 AN0399
 AN0399  NGVD 29 (??/??/92)    3.852  (m)           12.64   (f) ADJ UNCH    2 0
 AN0399
 AN0399.Superseded values are not recommended for survey control.
 AN0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0399.See file dsdata.txt to determine how the superseded data were derived.
 AN0399
 AN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS147388(NAD 83)
 AN0399_MARKER: DB = BENCH MARK DISK
 AN0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0399_STAMPING: J 594 1942
 AN0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0399+STABILITY: SURFACE MOTION
 AN0399
 AN0399  HISTORY     - Date     Condition        Report By
 AN0399  HISTORY     - 1942     MONUMENTED       CGS
 AN0399  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN0399
 AN0399                          STATION DESCRIPTION
 AN0399
 AN0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0399'3.1 MI SSE FROM AUSTWELL.
 AN0399'3.1 MILES SOUTH-SOUTHEAST ALONG A SHELL ROAD FROM THE CITY WATER TOWER
 AN0399'AT AUSTWELL, REFUGIO COUNTY, 0.4 MILE EAST OF A SMALL WOODEN BRIDGE,
 AN0399'NEAR THE CROSSING OF A POWERLINE AT A CURVE IN THE ROAD, 38 FEET
 AN0399'NORTHEAST OF THE CENTERLINE OF THE ROAD NEAR THE MIDDLE OF THE CURVE,
 AN0399'25 FEET SOUTHWEST OF A POWERLINE POLE, 3 FEET WEST OF A WHITE WOODEN
 AN0399'WITNESS POST, 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND LEVEL
 AN0399'WITH THE ROAD.  A STANDARD DISK, STAMPED J 594 1942 AND SET IN THE TOP
 AN0399'OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN0399
 AN0399                          STATION RECOVERY (1999)
 AN0399
 AN0399'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0362 ***********************************************************************
 AN0362  DESIGNATION -  J 595
 AN0362  PID         -  AN0362
 AN0362  STATE/COUNTY-  TX/REFUGIO
 AN0362  USGS QUAD   -  TIVOLI SW (1952)
 AN0362
 AN0362                         *CURRENT SURVEY CONTROL
 AN0362  ___________________________________________________________________
 AN0362* NAD 83(1986)-  28 20 50.     (N)    096 55 34.     (W)     SCALED    
 AN0362* NAVD 88     -         6.42   (+/-2cm)      21.1    (feet)  VERTCON   
 AN0362  ___________________________________________________________________
 AN0362  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN0362
 AN0362  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0362
 AN0362.The horizontal coordinates were scaled from a topographic map and have
 AN0362.an estimated accuracy of +/- 6 seconds.
 AN0362
 AN0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0362.The vertical order pertains to the NGVD 29 superseded value.
 AN0362
 AN0362.The geoid height was determined by GEOID03.
 AN0362
 AN0362;                    North         East    Units  Estimated Accuracy
 AN0362;SPC TXSC     - 4,058,760.      803,330.      MT  (+/- 180 meters Scaled)
 AN0362
 AN0362                          SUPERSEDED SURVEY CONTROL
 AN0362
 AN0362  NGVD 29 (??/??/92)    6.536  (m)           21.44   (f) ADJ UNCH    2 0
 AN0362
 AN0362.Superseded values are not recommended for survey control.
 AN0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0362.See file dsdata.txt to determine how the superseded data were derived.
 AN0362
 AN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS032374(NAD 83)
 AN0362_MARKER: DB = BENCH MARK DISK
 AN0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0362_SP_SET: BRIDGE
 AN0362_STAMPING: J 595 1942
 AN0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0362
 AN0362  HISTORY     - Date     Condition        Report By
 AN0362  HISTORY     - 1942     MONUMENTED       CGS
 AN0362  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0362  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0362
 AN0362                          STATION DESCRIPTION
 AN0362
 AN0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0362'7.8 MI S FROM TIVOLI.
 AN0362'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 35 AND 113 AT
 AN0362'TIVOLI-- PROCEED SOUTH 7.8 MILES ON STATE HIGHWAY NO. 35 TO A CONCRETE
 AN0362'BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE
 AN0362'TOP OF THE NORTH END OF THE EAST CURB OF THE CONCRETE BRIDGE. IT IS
 AN0362'14.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 AN0362'HIGHWAY, 0.3 FOOT NORTH OF THE NORTH END OF THE EAST GUARD RAIL.
 AN0362
 AN0362                          STATION RECOVERY (1990)
 AN0362
 AN0362'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0362'MARK NOT FOUND.
 AN0362
 AN0362                          STATION RECOVERY (1999)
 AN0362
 AN0362'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0363 ***********************************************************************
 AN0363  DESIGNATION -  J 595 RESET 1953
 AN0363  PID         -  AN0363
 AN0363  STATE/COUNTY-  TX/REFUGIO
 AN0363  USGS QUAD   -  TIVOLI SW (1952)
 AN0363
 AN0363                         *CURRENT SURVEY CONTROL
 AN0363  ___________________________________________________________________
 AN0363* NAD 83(1986)-  28 20 50.     (N)    096 55 34.     (W)     SCALED    
 AN0363* NAVD 88     -         6.33   (+/-2cm)      20.8    (feet)  VERTCON   
 AN0363  ___________________________________________________________________
 AN0363  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN0363
 AN0363  VERT ORDER  -  THIRD (See Below)
 AN0363
 AN0363.The horizontal coordinates were scaled from a topographic map and have
 AN0363.an estimated accuracy of +/- 6 seconds.
 AN0363
 AN0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0363.The vertical order pertains to the NGVD 29 superseded value.
 AN0363
 AN0363.The geoid height was determined by GEOID03.
 AN0363
 AN0363;                    North         East    Units  Estimated Accuracy
 AN0363;SPC TXSC     - 4,058,760.      803,330.      MT  (+/- 180 meters Scaled)
 AN0363
 AN0363                          SUPERSEDED SURVEY CONTROL
 AN0363
 AN0363  NGVD 29 (??/??/??)    6.45   (m)           21.2    (f) RESET       3  
 AN0363
 AN0363.Superseded values are not recommended for survey control.
 AN0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0363.See file dsdata.txt to determine how the superseded data were derived.
 AN0363
 AN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS032374(NAD 83)
 AN0363_MARKER: DD = SURVEY DISK
 AN0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0363_SP_SET: BRIDGE
 AN0363_STAMPING: J 595 RESET 1953
 AN0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0363
 AN0363  HISTORY     - Date     Condition        Report By
 AN0363  HISTORY     - 1953     MONUMENTED       TXHD
 AN0363  HISTORY     - 1987     GOOD             USPSQD
 AN0363  HISTORY     - 1988     GOOD             USPSQD
 AN0363  HISTORY     - 1990     GOOD             USPSQD
 AN0363  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0363
 AN0363                          STATION DESCRIPTION
 AN0363
 AN0363'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN0363'7.8 MI S FROM TIVOLI.
 AN0363'7.8 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0363'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, AT A CONCRETE BRIDGE, IN THE
 AN0363'TOP OF THE NORTH END OF THE EAST CURB, 9.8 FEET SOUTH OF THE NORTH
 AN0363'END, 20.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 AN0363'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 595 RESET 1953.
 AN0363
 AN0363                          STATION RECOVERY (1987)
 AN0363
 AN0363'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0363'RECOVERED IN GOOD CONDITION.
 AN0363
 AN0363                          STATION RECOVERY (1988)
 AN0363
 AN0363'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN0363'RECOVERED IN GOOD CONDITION.
 AN0363
 AN0363                          STATION RECOVERY (1990)
 AN0363
 AN0363'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0363'RECOVERED IN GOOD CONDITION.
 AN0363
 AN0363                          STATION RECOVERY (1999)
 AN0363
 AN0363'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0153 ***********************************************************************
 AN0153  DESIGNATION -  J 596
 AN0153  PID         -  AN0153
 AN0153  STATE/COUNTY-  TX/JACKSON
 AN0153  USGS QUAD   -  OLIVIA (1995)
 AN0153
 AN0153                         *CURRENT SURVEY CONTROL
 AN0153  ___________________________________________________________________
 AN0153* NAD 83(1986)-  28 44 11.     (N)    096 24 30.     (W)     SCALED    
 AN0153* NAVD 88     -         2.24   (+/-2cm)       7.3    (feet)  VERTCON   
 AN0153  ___________________________________________________________________
 AN0153  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN0153
 AN0153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0153
 AN0153.The horizontal coordinates were scaled from a topographic map and have
 AN0153.an estimated accuracy of +/- 6 seconds.
 AN0153
 AN0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0153.The vertical order pertains to the NGVD 29 superseded value.
 AN0153
 AN0153.The geoid height was determined by GEOID03.
 AN0153
 AN0153;                    North         East    Units  Estimated Accuracy
 AN0153;SPC TXSC     - 4,102,890.      853,130.      MT  (+/- 180 meters Scaled)
 AN0153
 AN0153                          SUPERSEDED SURVEY CONTROL
 AN0153
 AN0153  NGVD 29 (??/??/92)    2.33   (m)            7.6    (f) COMPUTED    2 0
 AN0153
 AN0153.Superseded values are not recommended for survey control.
 AN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0153.See file dsdata.txt to determine how the superseded data were derived.
 AN0153
 AN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS531815(NAD 83)
 AN0153_MARKER: DB = BENCH MARK DISK
 AN0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0153_SP_SET: CULVERT
 AN0153_STAMPING: J-596 1942
 AN0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0153
 AN0153  HISTORY     - Date     Condition        Report By
 AN0153  HISTORY     - 1942     MONUMENTED       CGS
 AN0153
 AN0153                          STATION DESCRIPTION
 AN0153
 AN0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0153'12.4 MI W FROM PALACIOS.
 AN0153'TO REACH MARK FROM SOUTHERN PACIFIC R.R. STATION AT PALACIOS-- GO 12.4
 AN0153'MILES WESTERLY ON STATE HIGHWAY NO.35 TO SITE OF MARK.  BENCH MARK IS
 AN0153'0.3 MILE SOUTH OF A COTTAGE CAMP.  IN CENTER OF WEST HEADWALL OF 8X6
 AN0153'FT. CONCRETE CULVERT UNDER HIGHWAY.  STANDARD DISK SET HORIZONTALLY IN
 AN0153'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0154 ***********************************************************************
 AN0154  DESIGNATION -  J 596 RESET 1957
 AN0154  PID         -  AN0154
 AN0154  STATE/COUNTY-  TX/JACKSON
 AN0154  USGS QUAD   -  OLIVIA (1995)
 AN0154
 AN0154                         *CURRENT SURVEY CONTROL
 AN0154  ___________________________________________________________________
 AN0154* NAD 83(1986)-  28 44 11.     (N)    096 24 30.     (W)     SCALED    
 AN0154* NAVD 88     -         1.99   (+/-2cm)       6.5    (feet)  VERTCON   
 AN0154  ___________________________________________________________________
 AN0154  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN0154
 AN0154  VERT ORDER  -  THIRD (See Below)
 AN0154
 AN0154.The horizontal coordinates were scaled from a topographic map and have
 AN0154.an estimated accuracy of +/- 6 seconds.
 AN0154
 AN0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0154.The vertical order pertains to the NGVD 29 superseded value.
 AN0154
 AN0154.The geoid height was determined by GEOID03.
 AN0154
 AN0154;                    North         East    Units  Estimated Accuracy
 AN0154;SPC TXSC     - 4,102,890.      853,130.      MT  (+/- 180 meters Scaled)
 AN0154
 AN0154                          SUPERSEDED SURVEY CONTROL
 AN0154
 AN0154  NGVD 29 (??/??/??)    2.08   (m)            6.8    (f) RESET       3  
 AN0154
 AN0154.Superseded values are not recommended for survey control.
 AN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0154.See file dsdata.txt to determine how the superseded data were derived.
 AN0154
 AN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS531815(NAD 83)
 AN0154_MARKER: DB = BENCH MARK DISK
 AN0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0154_SP_SET: CULVERT
 AN0154_STAMPING: J 596 RESET 1957
 AN0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0154
 AN0154  HISTORY     - Date     Condition        Report By
 AN0154  HISTORY     - 1957     MONUMENTED       TXHD
 AN0154
 AN0154                          STATION DESCRIPTION
 AN0154
 AN0154'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AN0154'12.4 MI W FROM PALACIOS.
 AN0154'IN JACKSON COUNTY, 12.4 MILES WEST ALONG STATE HIGHWAY 35 FROM THE
 AN0154'TEXAS AND NEW ORLEANS RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY,
 AN0154'2.8 MILES WEST OF THE JUNCTION OF THE FM HIGHWAY 1862, 0.3 MILES SOUTH
 AN0154'OF A COTTAGE CAMP, AT A 8 X 6 FOOT CONCRETE BOX CULVERT UNDER THE
 AN0154'HIGHWAY, AND IN THE CENTER AND TOP OF THE NORTHWEST HEADWALL.  A
 AN0154'STANDARD DISK, STAMPED J 596 RESET 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0572 ***********************************************************************
 AN0572  DESIGNATION -  J 597
 AN0572  PID         -  AN0572
 AN0572  STATE/COUNTY-  TX/VICTORIA
 AN0572  USGS QUAD   -  PLACEDO (1995)
 AN0572
 AN0572                         *CURRENT SURVEY CONTROL
 AN0572  ___________________________________________________________________
 AN0572* NAD 83(1986)-  28 41 07.     (N)    096 49 12.     (W)     SCALED    
 AN0572* NAVD 88     -        16.20   (+/-2cm)      53.1    (feet)  VERTCON   
 AN0572  ___________________________________________________________________
 AN0572  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0572
 AN0572  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0572
 AN0572.The horizontal coordinates were scaled from a topographic map and have
 AN0572.an estimated accuracy of +/- 6 seconds.
 AN0572
 AN0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0572.The vertical order pertains to the NGVD 29 superseded value.
 AN0572
 AN0572.The geoid height was determined by GEOID03.
 AN0572
 AN0572;                    North         East    Units  Estimated Accuracy
 AN0572;SPC TXSC     - 4,096,410.      813,030.      MT  (+/- 180 meters Scaled)
 AN0572
 AN0572                          SUPERSEDED SURVEY CONTROL
 AN0572
 AN0572  NGVD 29 (??/??/92)   16.325  (m)           53.56   (f) ADJ UNCH    1 2
 AN0572
 AN0572.Superseded values are not recommended for survey control.
 AN0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0572.See file dsdata.txt to determine how the superseded data were derived.
 AN0572
 AN0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS130750(NAD 83)
 AN0572_MARKER: DB = BENCH MARK DISK
 AN0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0572_SP_SET: CULVERT
 AN0572_STAMPING: J 597 1942
 AN0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0572
 AN0572  HISTORY     - Date     Condition        Report By
 AN0572  HISTORY     - 1942     MONUMENTED       CGS
 AN0572  HISTORY     - 1959     GOOD             NGS
 AN0572
 AN0572                          STATION DESCRIPTION
 AN0572
 AN0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0572'0.9 MI S FROM PLACEDO.
 AN0572'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PLACEDO--
 AN0572'PROCEED 0.9 MILE SOUTHERLY ALONG STATE HIGHWAY NO. 87 TO THE SITE OF
 AN0572'THE BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END OF
 AN0572'THE WEST HEADWALL OF CONCRETE HIGHWAY CULVERT.  IT IS ABOUT 175.0 FEET
 AN0572'EAST OF A SMALL HOUSE AND ABOUT 175.0 FEET NORTHWEST OF TWIN OIL
 AN0572'STORAGE TANKS.  IT IS 14.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AN0572'CENTERLINE OF THE HIGHWAY.
 AN0572
 AN0572                          STATION RECOVERY (1959)
 AN0572
 AN0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AN0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0573 ***********************************************************************
 AN0573  DESIGNATION -  J 597 RESET 1959
 AN0573  PID         -  AN0573
 AN0573  STATE/COUNTY-  TX/VICTORIA
 AN0573  USGS QUAD   -  PLACEDO (1995)
 AN0573
 AN0573                         *CURRENT SURVEY CONTROL
 AN0573  ___________________________________________________________________
 AN0573* NAD 83(1986)-  28 41 12.     (N)    096 49 23.     (W)     SCALED    
 AN0573* NAVD 88     -        15.39   (+/-2cm)      50.5    (feet)  VERTCON   
 AN0573  ___________________________________________________________________
 AN0573  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0573
 AN0573  VERT ORDER  -  THIRD (See Below)
 AN0573
 AN0573.The horizontal coordinates were scaled from a topographic map and have
 AN0573.an estimated accuracy of +/- 6 seconds.
 AN0573
 AN0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0573.The vertical order pertains to the NGVD 29 superseded value.
 AN0573
 AN0573.The geoid height was determined by GEOID03.
 AN0573
 AN0573;                    North         East    Units  Estimated Accuracy
 AN0573;SPC TXSC     - 4,096,550.      812,730.      MT  (+/- 180 meters Scaled)
 AN0573
 AN0573                          SUPERSEDED SURVEY CONTROL
 AN0573
 AN0573  NGVD 29 (??/??/??)   15.51   (m)           50.9    (f) RESET       3  
 AN0573
 AN0573.Superseded values are not recommended for survey control.
 AN0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0573.See file dsdata.txt to determine how the superseded data were derived.
 AN0573
 AN0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS126752(NAD 83)
 AN0573_MARKER: DB = BENCH MARK DISK
 AN0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0573_STAMPING: J 597 RESET 1959
 AN0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0573+STABILITY: SURFACE MOTION
 AN0573
 AN0573  HISTORY     - Date     Condition        Report By
 AN0573  HISTORY     - 1959     MONUMENTED       CGS
 AN0573  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0573
 AN0573                          STATION DESCRIPTION
 AN0573
 AN0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN0573'IN PLACEDO.
 AN0573'IN THE SOUTH SIDE OF PLACEDO, 0.7 MILE SOUTHEAST ALONG THE T AND
 AN0573'N.O.R.R. (S.P.) FROM THE STATION, AND 0.7 MILE SOUTHEAST ALONG U.S.
 AN0573'HIGHWAY NO. 87 FROM THE INTERSECTION WITH F.M.NO. 1302.  IT IS ABOUT
 AN0573'75 YARDS NORTHEAST OF THE HIGHWAY, 18 YARDS SOUTHWEST OF THE
 AN0573'CENTERLINE OF THE TRACKS AND 14 YARDS SOUTH OF A GRADED ROAD CROSSING
 AN0573'THE TRACKS, AND ACROSS THE HIGHWAY FROM A PUMPING PLANT.  A DISK
 AN0573'STAMPED J 597 RESET 1959 IN A CONCRETE POST PROJECTING 3 INCHES, SET 3
 AN0573'FEET SOUTH OF A TELEGRAPH POLE.
 AN0573
 AN0573                          STATION RECOVERY (1978)
 AN0573
 AN0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0573'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0152 ***********************************************************************
 AJ0152  DESIGNATION -  J 598
 AJ0152  PID         -  AJ0152
 AJ0152  STATE/COUNTY-  TX/JIM WELLS
 AJ0152  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0152
 AJ0152                         *CURRENT SURVEY CONTROL
 AJ0152  ___________________________________________________________________
 AJ0152* NAD 83(1986)-  27 36 59.     (N)    098 09 03.     (W)     SCALED    
 AJ0152* NAVD 88     -        66.318  (meters)     217.58   (feet)  ADJUSTED  
 AJ0152  ___________________________________________________________________
 AJ0152  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AJ0152  DYNAMIC HT  -          66.215 (meters)     217.24  (feet)  COMP
 AJ0152  MODELED GRAV-     979,087.2   (mgal)                       NAVD 88
 AJ0152
 AJ0152  VERT ORDER  -  SECOND    CLASS 0
 AJ0152
 AJ0152.The horizontal coordinates were scaled from a topographic map and have
 AJ0152.an estimated accuracy of +/- 6 seconds.
 AJ0152
 AJ0152.The orthometric height was determined by differential leveling
 AJ0152.and adjusted by the National Geodetic Survey in June 1991..
 AJ0152
 AJ0152.The geoid height was determined by GEOID03.
 AJ0152
 AJ0152.The dynamic height is computed by dividing the NAVD 88
 AJ0152.geopotential number by the normal gravity value computed on the
 AJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0152.degrees latitude (g = 980.6199 gals.).
 AJ0152
 AJ0152.The modeled gravity was interpolated from observed gravity values.
 AJ0152
 AJ0152;                    North         East    Units  Estimated Accuracy
 AJ0152;SPC TX S     - 5,216,070.      334,460.      MT  (+/- 180 meters Scaled)
 AJ0152
 AJ0152                          SUPERSEDED SURVEY CONTROL
 AJ0152
 AJ0152  NGVD 29 (??/??/92)   66.414  (m)          217.89   (f) ADJ UNCH    2 0
 AJ0152
 AJ0152.Superseded values are not recommended for survey control.
 AJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0152.See file dsdata.txt to determine how the superseded data were derived.
 AJ0152
 AJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR837549(NAD 83)
 AJ0152_MARKER: DB = BENCH MARK DISK
 AJ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0152_STAMPING: J 598 1942
 AJ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0152+STABILITY: SURFACE MOTION
 AJ0152
 AJ0152  HISTORY     - Date     Condition        Report By
 AJ0152  HISTORY     - 1942     MONUMENTED       CGS
 AJ0152
 AJ0152                          STATION DESCRIPTION
 AJ0152
 AJ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0152'12.6 MI SW FROM ALICE.
 AJ0152'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0152'7.9 MILES SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0152'INTERSECTION OF DIRT ROAD LEADING WESTERLY.  THENCE, GO 4.7 MILES
 AJ0152'WESTERLY ALONG DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 AJ0152'ABOUT 0.9 MILE WEST OF A WOODEN BRIDGE, 25.0 FEET NORTH OF THE
 AJ0152'CENTERLINE OF THE ROAD AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AJ0152'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0186 ***********************************************************************
 AJ0186  DESIGNATION -  J 599
 AJ0186  PID         -  AJ0186
 AJ0186  STATE/COUNTY-  TX/DUVAL
 AJ0186  USGS QUAD   -  BENAVIDES NE (1968)
 AJ0186
 AJ0186                         *CURRENT SURVEY CONTROL
 AJ0186  ___________________________________________________________________
 AJ0186* NAD 83(1993)-  27 43 29.67788(N)    098 15 02.06081(W)     ADJUSTED  
 AJ0186* NAVD 88     -       100.814  (meters)     330.75   (feet)  ADJUSTED  
 AJ0186  ___________________________________________________________________
 AJ0186  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AJ0186  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AJ0186  DYNAMIC HT  -         100.657 (meters)     330.24  (feet)  COMP
 AJ0186  MODELED GRAV-     979,091.6   (mgal)                       NAVD 88
 AJ0186
 AJ0186  HORZ ORDER  -  SECOND
 AJ0186  VERT ORDER  -  SECOND    CLASS 0
 AJ0186
 AJ0186.The horizontal coordinates were established by classical geodetic methods
 AJ0186.and adjusted by the National Geodetic Survey in February 1996..
 AJ0186
 AJ0186.The orthometric height was determined by differential leveling
 AJ0186.and adjusted by the National Geodetic Survey in June 1991..
 AJ0186
 AJ0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ0186
 AJ0186.The geoid height was determined by GEOID03.
 AJ0186
 AJ0186.The dynamic height is computed by dividing the NAVD 88
 AJ0186.geopotential number by the normal gravity value computed on the
 AJ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0186.degrees latitude (g = 980.6199 gals.).
 AJ0186
 AJ0186.The modeled gravity was interpolated from observed gravity values.
 AJ0186
 AJ0186;                    North         East     Units Scale Factor Converg.
 AJ0186;SPC TX S     - 5,228,066.694   324,595.535   MT  0.99997435   +0 06 47.7
 AJ0186;SPC TX S     -17,152,415.48  1,064,943.85   sFT  0.99997435   +0 06 47.7
 AJ0186;UTM  14      - 3,066,954.682   573,873.087   MT  0.99966736   +0 20 55.2
 AJ0186
 AJ0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ0186!SPC TX S     -   0.99998826  x   0.99997435  =   0.99996261
 AJ0186!UTM  14      -   0.99998826  x   0.99966736  =   0.99965562
 AJ0186
 AJ0186                          SUPERSEDED SURVEY CONTROL
 AJ0186
 AJ0186  NAD 83(1986)-  27 43 29.68463(N)    098 15 02.03753(W) AD(       ) 2
 AJ0186  NAD 27      -  27 43 28.58600(N)    098 15 01.01400(W) AD(       ) 2
 AJ0186  NGVD 29 (??/??/92)  100.89   (m)          331.0    (f) COMPUTED    2 0
 AJ0186
 AJ0186.Superseded values are not recommended for survey control.
 AJ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0186.See file dsdata.txt to determine how the superseded data were derived.
 AJ0186
 AJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7387366955(NAD 83)
 AJ0186_MARKER: DB = BENCH MARK DISK
 AJ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0186_STAMPING: J 599 1942
 AJ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0186+STABILITY: SURFACE MOTION
 AJ0186
 AJ0186  HISTORY     - Date     Condition        Report By
 AJ0186  HISTORY     - 1942     MONUMENTED       CGS
 AJ0186  HISTORY     - 1953     GOOD             CGS
 AJ0186  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0186
 AJ0186                          STATION DESCRIPTION
 AJ0186
 AJ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0186'3.2 MI S FROM SAN DIEGO.
 AJ0186'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0186'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF DIRT ROAD
 AJ0186'LEADING SOUTH.  THENCE, GO 1.7 MILES SOUTHERLY ALONG DIRT ROAD TO THE
 AJ0186'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTH OF
 AJ0186'INTERSECTION OF LANE LEADING TO FARM HOUSE, 30.0 FEET EAST OF THE
 AJ0186'CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AJ0186'POST AND 2.0 FEET EAST OF FENCE.  THE MONUMENT PROJECTS 0.3 FOOT.
 AJ0186
 AJ0186                          STATION RECOVERY (1953)
 AJ0186
 AJ0186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 AJ0186'BENCH MARK IS A STANDARD BRONZE DISK STAMPED J 599 1942 AND
 AJ0186'PROJECTS 5 INCHES.  THE MARK IS 54 FEET EAST OF CENTERLINE OF
 AJ0186'ROAD, 3 FEET NORTH OF WITNESS POST, AND 1.5 FEET EAST OF A
 AJ0186'NORTH-SOUTH FENCE LINE.
 AJ0186
 AJ0186                          STATION RECOVERY (1968)
 AJ0186
 AJ0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0036 ***********************************************************************
 AB0036  DESIGNATION -  J 6
 AB0036  PID         -  AB0036
 AB0036  STATE/COUNTY-  TX/CAMERON
 AB0036  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0036
 AB0036                         *CURRENT SURVEY CONTROL
 AB0036  ___________________________________________________________________
 AB0036* NAD 83(1986)-  25 54 57.     (N)    097 26 06.     (W)     SCALED    
 AB0036* NAVD 88     -         5.774  (meters)      18.94   (feet)  ADJUSTED  
 AB0036  ___________________________________________________________________
 AB0036  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 AB0036  DYNAMIC HT  -           5.765 (meters)      18.91  (feet)  COMP
 AB0036  MODELED GRAV-     979,033.7   (mgal)                       NAVD 88
 AB0036
 AB0036  VERT ORDER  -  SECOND    CLASS 0
 AB0036
 AB0036.The horizontal coordinates were scaled from a topographic map and have
 AB0036.an estimated accuracy of +/- 6 seconds.
 AB0036
 AB0036.The orthometric height was determined by differential leveling
 AB0036.and adjusted by the National Geodetic Survey in June 1991..
 AB0036
 AB0036.The geoid height was determined by GEOID03.
 AB0036
 AB0036.The dynamic height is computed by dividing the NAVD 88
 AB0036.geopotential number by the normal gravity value computed on the
 AB0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0036.degrees latitude (g = 980.6199 gals.).
 AB0036
 AB0036.The modeled gravity was interpolated from observed gravity values.
 AB0036
 AB0036;                    North         East    Units  Estimated Accuracy
 AB0036;SPC TX S     - 5,028,060.      406,710.      MT  (+/- 180 meters Scaled)
 AB0036
 AB0036                          SUPERSEDED SURVEY CONTROL
 AB0036
 AB0036  NGVD 29 (??/??/92)    5.88   (m)           19.3    (f) COMPUTED    2 0
 AB0036
 AB0036.Superseded values are not recommended for survey control.
 AB0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0036.See file dsdata.txt to determine how the superseded data were derived.
 AB0036
 AB0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP567672(NAD 83)
 AB0036_MARKER: DD = SURVEY DISK
 AB0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0036_SP_SET: CULVERT
 AB0036_STAMPING: J6 19.18
 AB0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0036
 AB0036  HISTORY     - Date     Condition        Report By
 AB0036  HISTORY     - UNK      MONUMENTED
 AB0036  HISTORY     - 1950     GOOD             NGS
 AB0036  HISTORY     - 1963     GOOD             NGS
 AB0036  HISTORY     - 1990     GOOD             USPSQD
 AB0036
 AB0036                          STATION DESCRIPTION
 AB0036
 AB0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0036'4.5 MI NE FROM BROWNSVILLE.
 AB0036'ORIGINAL DESCRIPTION OBSOLETE.  COMPLETE NEW DESCRIPTION FOLLOWS-- TO
 AB0036'REACH FROM THE INTERSECTION OF TEXAS STATE HIGHWAY NO. 4(E 14TH
 AB0036'STREET) AND NO. 48(BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED E. 2.1
 AB0036'MILES ON HIGHWAY NO. 4 TO A SMALL CONCRETE CULVERT AND SITE OF BENCH
 AB0036'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER OF THE TOP OF THE
 AB0036'N. HEADWALL OF THE CULVERT, 0.3 MILE E. OF THE INTERSECTION OF THE
 AB0036'PAVED ROAD TO THE AIRPORT.  15 FEET N. OF AND APPROXIMATELY 1.0 FOOT
 AB0036'ABOVE THE CENTERLINE OF STATE HIGHWAY NO. 4.  A CAMERON COUNTY DISK
 AB0036'SET IN DRILL HOLE.
 AB0036
 AB0036                          STATION RECOVERY (1963)
 AB0036
 AB0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0036'RECOVERED IN GOOD CONDITION.
 AB0036
 AB0036                          STATION RECOVERY (1990)
 AB0036
 AB0036'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0037 ***********************************************************************
 AB0037  DESIGNATION -  J 6 RESET
 AB0037  PID         -  AB0037
 AB0037  STATE/COUNTY-  TX/CAMERON
 AB0037  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0037
 AB0037                         *CURRENT SURVEY CONTROL
 AB0037  ___________________________________________________________________
 AB0037* NAD 83(1986)-  25 54 57.     (N)    097 26 06.     (W)     SCALED    
 AB0037* NAVD 88     -         5.29   (+/-2cm)      17.4    (feet)  VERTCON   
 AB0037  ___________________________________________________________________
 AB0037  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 AB0037
 AB0037  VERT ORDER  -  THIRD (See Below)
 AB0037
 AB0037.The horizontal coordinates were scaled from a topographic map and have
 AB0037.an estimated accuracy of +/- 6 seconds.
 AB0037
 AB0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB0037.The vertical order pertains to the NGVD 29 superseded value.
 AB0037
 AB0037.The geoid height was determined by GEOID03.
 AB0037
 AB0037;                    North         East    Units  Estimated Accuracy
 AB0037;SPC TX S     - 5,028,060.      406,710.      MT  (+/- 180 meters Scaled)
 AB0037
 AB0037                          SUPERSEDED SURVEY CONTROL
 AB0037
 AB0037  NGVD 29 (??/??/??)    5.38   (m)           17.7    (f) RESET       3  
 AB0037
 AB0037.Superseded values are not recommended for survey control.
 AB0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0037.See file dsdata.txt to determine how the superseded data were derived.
 AB0037
 AB0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP567672(NAD 83)
 AB0037_MARKER: DD = SURVEY DISK
 AB0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0037_SP_SET: CULVERT
 AB0037_STAMPING: J 6
 AB0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0037
 AB0037  HISTORY     - Date     Condition        Report By
 AB0037  HISTORY     - UNK      MONUMENTED
 AB0037  HISTORY     - 1973     GOOD             NGS
 AB0037  HISTORY     - 1990     GOOD             USPSQD
 AB0037
 AB0037                          STATION DESCRIPTION
 AB0037
 AB0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AB0037'3.1 MI E FROM BROWNSVILLE.
 AB0037'1.0 MILE NORTHEAST AND 2.1 MILES EAST ALONG STATE HIGHWAY 4 FROM THE
 AB0037'INTERSECTION OF SOUTHMOST ROAD AT BROWNSVILLE, CAMERON COUNTY,
 AB0037'APPROXIMATELY 700 FT. EAST OF THE INTERSECTION OF IOWA AVE. AND STATE
 AB0037'HIGHWAY 4, SET IN THE TOP OF A CONCRETE HEADWALL ON THE SOUTH SIDE OF
 AB0037'THE HWY.
 AB0037
 AB0037                          STATION RECOVERY (1990)
 AB0037
 AB0037'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0319 ***********************************************************************
 AJ0319  DESIGNATION -  J 600
 AJ0319  PID         -  AJ0319
 AJ0319  STATE/COUNTY-  TX/DUVAL
 AJ0319  USGS QUAD   -  CONCEPCION (1968)
 AJ0319
 AJ0319                         *CURRENT SURVEY CONTROL
 AJ0319  ___________________________________________________________________
 AJ0319* NAD 83(1986)-  27 26 53.     (N)    098 15 13.     (W)     SCALED    
 AJ0319* NAVD 88     -        75.936  (meters)     249.13   (feet)  ADJUSTED  
 AJ0319  ___________________________________________________________________
 AJ0319  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AJ0319  DYNAMIC HT  -          75.817 (meters)     248.74  (feet)  COMP
 AJ0319  MODELED GRAV-     979,075.3   (mgal)                       NAVD 88
 AJ0319
 AJ0319  VERT ORDER  -  SECOND    CLASS 0
 AJ0319
 AJ0319.The horizontal coordinates were scaled from a topographic map and have
 AJ0319.an estimated accuracy of +/- 6 seconds.
 AJ0319
 AJ0319.The orthometric height was determined by differential leveling
 AJ0319.and adjusted by the National Geodetic Survey in June 1991..
 AJ0319
 AJ0319.The geoid height was determined by GEOID03.
 AJ0319
 AJ0319.The dynamic height is computed by dividing the NAVD 88
 AJ0319.geopotential number by the normal gravity value computed on the
 AJ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0319.degrees latitude (g = 980.6199 gals.).
 AJ0319
 AJ0319.The modeled gravity was interpolated from observed gravity values.
 AJ0319
 AJ0319;                    North         East    Units  Estimated Accuracy
 AJ0319;SPC TX S     - 5,197,390.      324,360.      MT  (+/- 180 meters Scaled)
 AJ0319
 AJ0319                          SUPERSEDED SURVEY CONTROL
 AJ0319
 AJ0319  NGVD 29 (??/??/92)   76.028  (m)          249.44   (f) ADJ UNCH    2 0
 AJ0319
 AJ0319.Superseded values are not recommended for survey control.
 AJ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0319.See file dsdata.txt to determine how the superseded data were derived.
 AJ0319
 AJ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR737362(NAD 83)
 AJ0319_MARKER: DB = BENCH MARK DISK
 AJ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0319_STAMPING: J 600 1942
 AJ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0319+STABILITY: SURFACE MOTION
 AJ0319
 AJ0319  HISTORY     - Date     Condition        Report By
 AJ0319  HISTORY     - 1942     MONUMENTED       CGS
 AJ0319
 AJ0319                          STATION DESCRIPTION
 AJ0319
 AJ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0319'18.4 MI NW FROM PREMONT.
 AJ0319'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0319'PROCEED 7.7 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0319'INTERSECTION OF TRACK ROAD LEADING WEST.  THENCE, GO 10.7 MILES
 AJ0319'WESTERLY ALONG THE TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH
 AJ0319'MARK IS ABOUT 0.3 MILE EAST OF VERA CRUZ SCHOOL HOUSE, SOUTH OF A
 AJ0319'CEMETERY AND 6.0 FEET WEST OF A FENCE CORNER.  IT IS 18.0 FEET SOUTH
 AJ0319'OF THE CENTERLINE OF THE ROAD, 3.0 FEET EAST OF A 4X4-INCH WOODEN
 AJ0319'MARKER POST AND IN FENCE LINE.  THE MONUMENT PROJECTS 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1381 ***********************************************************************
 AN1381  DESIGNATION -  J 601
 AN1381  PID         -  AN1381
 AN1381  STATE/COUNTY-  TX/ARANSAS
 AN1381  USGS QUAD   -  LAMAR (1979)
 AN1381
 AN1381                         *CURRENT SURVEY CONTROL
 AN1381  ___________________________________________________________________
 AN1381* NAD 83(1986)-  28 08 47.     (N)    097 00 09.     (W)     SCALED    
 AN1381* NAVD 88     -         2.07   (+/-2cm)       6.8    (feet)  VERTCON   
 AN1381  ___________________________________________________________________
 AN1381  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1381
 AN1381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1381
 AN1381.The horizontal coordinates were scaled from a topographic map and have
 AN1381.an estimated accuracy of +/- 6 seconds.
 AN1381
 AN1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1381.The vertical order pertains to the NGVD 29 superseded value.
 AN1381
 AN1381.The geoid height was determined by GEOID03.
 AN1381
 AN1381;                    North         East    Units  Estimated Accuracy
 AN1381;SPC TXSC     - 4,036,370.      796,220.      MT  (+/- 180 meters Scaled)
 AN1381
 AN1381                          SUPERSEDED SURVEY CONTROL
 AN1381
 AN1381  NGVD 29 (??/??/92)    2.206  (m)            7.24   (f) ADJ UNCH    2 0
 AN1381
 AN1381.Superseded values are not recommended for survey control.
 AN1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1381.See file dsdata.txt to determine how the superseded data were derived.
 AN1381
 AN1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS961150(NAD 83)
 AN1381_MARKER: DB = BENCH MARK DISK
 AN1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1381_STAMPING: J 601 1942
 AN1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1381+STABILITY: SURFACE MOTION
 AN1381
 AN1381  HISTORY     - Date     Condition        Report By
 AN1381  HISTORY     - 1942     MONUMENTED       CGS
 AN1381  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1381  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1381  HISTORY     - 19910720 MARK NOT FOUND   USPSQD
 AN1381  HISTORY     - 19961011 MARK NOT FOUND   USPSQD
 AN1381
 AN1381                          STATION DESCRIPTION
 AN1381
 AN1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1381'9.1 MI N FROM ROCKPORT.
 AN1381'9.1 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN1381'ROCKPORT, ARANSAS COUNTY, AT THE MIDDLE OF A REVERSE CURVE, 48 FEET
 AN1381'EAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTHWEST OF CONCRETE
 AN1381'HIGHWAY RIGHT-OF-WAY MARKER POST 28+06.4, 3 FEET SOUTH OF A WHITE
 AN1381'WOODEN WITNESS POST, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 AN1381'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 601 1942 AND SET
 AN1381'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN1381
 AN1381                          STATION RECOVERY (1974)
 AN1381
 AN1381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1381'MARK NOT FOUND.
 AN1381
 AN1381                          STATION RECOVERY (1988)
 AN1381
 AN1381'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN1381'MARK NOT FOUND.
 AN1381
 AN1381                          STATION RECOVERY (1991)
 AN1381
 AN1381'RECOVERY NOTE BY US POWER SQUADRON 1991 (ARB)
 AN1381'MARK NOT FOUND.
 AN1381
 AN1381                          STATION RECOVERY (1996)
 AN1381
 AN1381'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1282 ***********************************************************************
 AN1282  DESIGNATION -  J 602
 AN1282  PID         -  AN1282
 AN1282  STATE/COUNTY-  TX/REFUGIO
 AN1282  USGS QUAD   -  QUINTANA (1979)
 AN1282
 AN1282                         *CURRENT SURVEY CONTROL
 AN1282  ___________________________________________________________________
 AN1282* NAD 83(1986)-  28 17 51.     (N)    097 09 38.     (W)     SCALED    
 AN1282* NAVD 88     -        12.50   (+/-2cm)      41.0    (feet)  VERTCON   
 AN1282  ___________________________________________________________________
 AN1282  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1282
 AN1282  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1282
 AN1282.The horizontal coordinates were scaled from a topographic map and have
 AN1282.an estimated accuracy of +/- 6 seconds.
 AN1282
 AN1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1282.The vertical order pertains to the NGVD 29 superseded value.
 AN1282
 AN1282.The geoid height was determined by GEOID03.
 AN1282
 AN1282;                    North         East    Units  Estimated Accuracy
 AN1282;SPC TXSC     - 4,052,860.      780,430.      MT  (+/- 180 meters Scaled)
 AN1282
 AN1282                          SUPERSEDED SURVEY CONTROL
 AN1282
 AN1282  NGVD 29 (??/??/92)   12.649  (m)           41.50   (f) ADJ UNCH    2 0
 AN1282
 AN1282.Superseded values are not recommended for survey control.
 AN1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1282.See file dsdata.txt to determine how the superseded data were derived.
 AN1282
 AN1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS803315(NAD 83)
 AN1282_MARKER: DB = BENCH MARK DISK
 AN1282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1282_SP_SET: CULVERT
 AN1282_STAMPING: J 602 1942
 AN1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1282
 AN1282  HISTORY     - Date     Condition        Report By
 AN1282  HISTORY     - 1942     MONUMENTED       CGS
 AN1282  HISTORY     - 1953     GOOD             NGS
 AN1282  HISTORY     - 1988     GOOD             USPSQD
 AN1282  HISTORY     - 1990     GOOD             USPSQD
 AN1282  HISTORY     - 19940716 GOOD             USPSQD
 AN1282  HISTORY     - 19990724 GOOD             USPSQD
 AN1282
 AN1282                          STATION DESCRIPTION
 AN1282
 AN1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AN1282'7.0 MI E FROM REFUGIO.
 AN1282'7.0 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1282'REFUGIO, REFUGIO COUNTY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF
 AN1282'THE WEST END OF THE NORTH HEADWALL, 22 FEET NORTH OF THE CENTERLINE OF
 AN1282'THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 AN1282'STAMPED J 602 1942.
 AN1282
 AN1282                          STATION RECOVERY (1988)
 AN1282
 AN1282'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1282'RECOVERED IN GOOD CONDITION.
 AN1282
 AN1282                          STATION RECOVERY (1990)
 AN1282
 AN1282'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AN1282'RECOVERED IN GOOD CONDITION.
 AN1282
 AN1282                          STATION RECOVERY (1994)
 AN1282
 AN1282'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1282'RECOVERED IN GOOD CONDITION.
 AN1282
 AN1282                          STATION RECOVERY (1999)
 AN1282
 AN1282'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1321 ***********************************************************************
 AN1321  DESIGNATION -  J 603
 AN1321  PID         -  AN1321
 AN1321  STATE/COUNTY-  TX/ARANSAS
 AN1321  USGS QUAD   -  BAYSIDE (1979)
 AN1321
 AN1321                         *CURRENT SURVEY CONTROL
 AN1321  ___________________________________________________________________
 AN1321* NAD 83(1986)-  28 01 22.     (N)    097 13 00.     (W)     SCALED    
 AN1321* NAVD 88     -         3.41   (+/-2cm)      11.2    (feet)  VERTCON   
 AN1321  ___________________________________________________________________
 AN1321  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN1321
 AN1321  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1321
 AN1321.The horizontal coordinates were scaled from a topographic map and have
 AN1321.an estimated accuracy of +/- 6 seconds.
 AN1321
 AN1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1321.The vertical order pertains to the NGVD 29 superseded value.
 AN1321
 AN1321.The geoid height was determined by GEOID03.
 AN1321
 AN1321;                    North         East    Units  Estimated Accuracy
 AN1321;SPC TXSC     - 4,022,340.      775,390.      MT  (+/- 180 meters Scaled)
 AN1321
 AN1321                          SUPERSEDED SURVEY CONTROL
 AN1321
 AN1321  NGVD 29 (??/??/92)    3.556  (m)           11.67   (f) ADJ UNCH    2 0
 AN1321
 AN1321.Superseded values are not recommended for survey control.
 AN1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1321.See file dsdata.txt to determine how the superseded data were derived.
 AN1321
 AN1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS753010(NAD 83)
 AN1321_MARKER: DB = BENCH MARK DISK
 AN1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1321_STAMPING: J 603 1942
 AN1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1321+STABILITY: SURFACE MOTION
 AN1321
 AN1321  HISTORY     - Date     Condition        Report By
 AN1321  HISTORY     - 1942     MONUMENTED       CGS
 AN1321
 AN1321                          STATION DESCRIPTION
 AN1321
 AN1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1321'13.0 MI SW FROM ROCKPORT.
 AN1321'TO REACH FROM INTERSECTION OF STATE HIGHWAY NO. 35 AND ROAD TO BAYSIDE
 AN1321'AT ROCKPORT-- PROCEED WEST 4.0 MILES ON BAYSIDE ROAD TO THE
 AN1321'INTERSECTION OF THE ROAD TO THE PORT BAY CLUB BUILDINGS (OLD ROAD TO
 AN1321'BAYSIDE).  THENCE CONTINUE SOUTHWEST AND GO 3.2 MILES TO A CROSSROAD.
 AN1321'THENCE TURN RIGHT (NORTHWEST) AND GO 5.8 MILES TO A DIVISION FENCE
 AN1321'CORNER AND SITE OF BENCH MARK.  BENCH MARK IS 57.0 FEET SOUTHWEST OF A
 AN1321'WINDMILL.  IT IS 31.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION
 AN1321'AS THE CENTERLINE OF THE ROAD, 12.0 FEET NORTHWEST OF THE FENCE
 AN1321'CORNER, 3.0 FEET SOUTHEAST OF A 4 X 4 INCH WOODEN MARKER POST, AND 1.0
 AN1321'FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.5
 AN1321'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1322 ***********************************************************************
 AN1322  DESIGNATION -  J 603 RESET 1950
 AN1322  PID         -  AN1322
 AN1322  STATE/COUNTY-  TX/ARANSAS
 AN1322  USGS QUAD   -  BAYSIDE (1979)
 AN1322
 AN1322                         *CURRENT SURVEY CONTROL
 AN1322  ___________________________________________________________________
 AN1322* NAD 83(1986)-  28 01 22.     (N)    097 13 00.     (W)     SCALED    
 AN1322* NAVD 88     -         3.40   (+/-2cm)      11.2    (feet)  VERTCON   
 AN1322  ___________________________________________________________________
 AN1322  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN1322
 AN1322  VERT ORDER  -  THIRD (See Below)
 AN1322
 AN1322.The horizontal coordinates were scaled from a topographic map and have
 AN1322.an estimated accuracy of +/- 6 seconds.
 AN1322
 AN1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1322.The vertical order pertains to the NGVD 29 superseded value.
 AN1322
 AN1322.The geoid height was determined by GEOID03.
 AN1322
 AN1322;                    North         East    Units  Estimated Accuracy
 AN1322;SPC TXSC     - 4,022,340.      775,390.      MT  (+/- 180 meters Scaled)
 AN1322
 AN1322                          SUPERSEDED SURVEY CONTROL
 AN1322
 AN1322  NGVD 29 (01/29/03)    3.54   (m)           11.6    (f) RESET       3  
 AN1322
 AN1322.Superseded values are not recommended for survey control.
 AN1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1322.See file dsdata.txt to determine how the superseded data were derived.
 AN1322
 AN1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS753010(NAD 83)
 AN1322_MARKER: DB = BENCH MARK DISK
 AN1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1322_STAMPING: J 603 RESET 1950
 AN1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1322+STABILITY: SURFACE MOTION
 AN1322
 AN1322  HISTORY     - Date     Condition        Report By
 AN1322  HISTORY     - 1950     MONUMENTED       TXHD
 AN1322
 AN1322                          STATION DESCRIPTION
 AN1322
 AN1322'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AN1322'8.5 MI NE FROM GREGORY.
 AN1322'IN ARANSA COUNTY, 8.5 MILES NORTHEAST ALONG HIGHWAY 136 FROM THE POST
 AN1322'OFFICE AT GREGORY, SAN PATRICIO COUNTY, 1.5 MILES SOUTHEAST ALONG
 AN1322'HIGHWAY 881.  AT A DIVISION FENCE CORNER, 49 FEET NORTHEAST OF THE
 AN1322'CENTERLINE OF THE HIGHWAY, 10.5 FEET NORTHWEST OF THE FENCE CORNER, 1
 AN1322'FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT BELOW THE
 AN1322'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 603 RESET 1950
 AN1322'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AN1322'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0236 ***********************************************************************
 AH0236  DESIGNATION -  J 605
 AH0236  PID         -  AH0236
 AH0236  STATE/COUNTY-  TX/SAN PATRICIO
 AH0236  USGS QUAD   -  ARANSAS PASS (1975)
 AH0236
 AH0236                         *CURRENT SURVEY CONTROL
 AH0236  ___________________________________________________________________
 AH0236* NAD 83(1986)-  27 53 46.     (N)    097 09 06.     (W)     SCALED    
 AH0236* NAVD 88     -         1.80   (+/-2cm)       5.9    (feet)  VERTCON   
 AH0236  ___________________________________________________________________
 AH0236  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH0236
 AH0236  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0236
 AH0236.The horizontal coordinates were scaled from a topographic map and have
 AH0236.an estimated accuracy of +/- 6 seconds.
 AH0236
 AH0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0236.The vertical order pertains to the NGVD 29 superseded value.
 AH0236
 AH0236.The geoid height was determined by GEOID03.
 AH0236
 AH0236;                    North         East    Units  Estimated Accuracy
 AH0236;SPC TX S     - 5,247,720.      432,750.      MT  (+/- 180 meters Scaled)
 AH0236
 AH0236                          SUPERSEDED SURVEY CONTROL
 AH0236
 AH0236  NGVD 29 (??/??/92)    1.95   (m)            6.4    (f) COMPUTED    2 0
 AH0236
 AH0236.Superseded values are not recommended for survey control.
 AH0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0236.See file dsdata.txt to determine how the superseded data were derived.
 AH0236
 AH0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR819870(NAD 83)
 AH0236_MARKER: DB = BENCH MARK DISK
 AH0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0236_SP_SET: CULVERT
 AH0236_STAMPING: J 605 1942
 AH0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0236
 AH0236  HISTORY     - Date     Condition        Report By
 AH0236  HISTORY     - 1942     MONUMENTED       CGS
 AH0236  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0236  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AH0236  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0236
 AH0236                          STATION DESCRIPTION
 AH0236
 AH0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0236'0.7 MI SW FROM ARANSAS PASS.
 AH0236'AT ARANSAS PASS, SAN PATRICIO COUNTY, 0.7 MILE SOUTHWEST ALONG THE
 AH0236'INGLESIDE ROAD FROM THE POST OFFICE, NEAR THE LAST STREET INTERSECTION
 AH0236'AT THE SOUTHWEST EDGE OF TOWN, 45 FEET NORTHEAST OF THE CENTERLINE OF
 AH0236'THE MAIN ROAD, AT A SMALL CONCRETE CULVERT, IN THE TOP OF THE
 AH0236'NORTHEAST END OF THE SOUTHEAST HEADWALL, AND LEVEL WITH THE ROAD. A
 AH0236'STANDARD DISK, STAMPED J 605 1942.  NOTE-- THE STREET WAS WIDENED.
 AH0236'NOTE-- CONCRETE ABUTMENT HAS BEEN REMOVED.
 AH0236
 AH0236                          STATION RECOVERY (1987)
 AH0236
 AH0236'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH0236'MARK NOT FOUND.
 AH0236
 AH0236                          STATION RECOVERY (1989)
 AH0236
 AH0236'RECOVERY NOTE BY US POWER SQUADRON 1989 (CA)
 AH0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0222 ***********************************************************************
 AH0222  DESIGNATION -  J 606
 AH0222  PID         -  AH0222
 AH0222  STATE/COUNTY-  TX/SAN PATRICIO
 AH0222  USGS QUAD   -  GREGORY (1975)
 AH0222
 AH0222                         *CURRENT SURVEY CONTROL
 AH0222  ___________________________________________________________________
 AH0222* NAD 83(1986)-  27 56 03.     (N)    097 16 58.     (W)     SCALED    
 AH0222* NAVD 88     -         8.63   (+/-2cm)      28.3    (feet)  VERTCON   
 AH0222  ___________________________________________________________________
 AH0222  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AH0222
 AH0222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0222
 AH0222.The horizontal coordinates were scaled from a topographic map and have
 AH0222.an estimated accuracy of +/- 6 seconds.
 AH0222
 AH0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0222.The vertical order pertains to the NGVD 29 superseded value.
 AH0222
 AH0222.The geoid height was determined by GEOID03.
 AH0222
 AH0222;                    North         East    Units  Estimated Accuracy
 AH0222;SPC TX S     - 5,251,810.      419,800.      MT  (+/- 180 meters Scaled)
 AH0222
 AH0222                          SUPERSEDED SURVEY CONTROL
 AH0222
 AH0222  NGVD 29 (??/??/92)    8.795  (m)           28.85   (f) ADJ UNCH    2 0
 AH0222
 AH0222.Superseded values are not recommended for survey control.
 AH0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0222.See file dsdata.txt to determine how the superseded data were derived.
 AH0222
 AH0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR689910(NAD 83)
 AH0222_MARKER: DB = BENCH MARK DISK
 AH0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0222_STAMPING: J 606 1942
 AH0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0222+STABILITY: SURFACE MOTION
 AH0222
 AH0222  HISTORY     - Date     Condition        Report By
 AH0222  HISTORY     - 1942     MONUMENTED       CGS
 AH0222  HISTORY     - 1949     GOOD             NGS
 AH0222  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0222  HISTORY     - 1978     MARK NOT FOUND   NGS
 AH0222  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0222
 AH0222                          STATION DESCRIPTION
 AH0222
 AH0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0222'1.0 MI NE FROM GREGORY.
 AH0222'1.0 MILE NORTHEAST ALONG THE BAYSIDE ROAD FROM THE POST OFFICE AT
 AH0222'GREGORY, SAN PATRICIO COUNTY, 0.1 MILE NORTHEAST OF THE END OF A
 AH0222'POWERLINE, 54 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL HOUSE,
 AH0222'39 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WHITE
 AH0222'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AH0222'STAMPED J 606 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AH0222'ABOUT 0.5 FOOT ABOVE GROUND.  NOTE-- SMALL HOUSE NO LONGER IN
 AH0222'EXISTENCE.
 AH0222
 AH0222                          STATION RECOVERY (1969)
 AH0222
 AH0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0222'MARK NOT FOUND.
 AH0222
 AH0222                          STATION RECOVERY (1978)
 AH0222
 AH0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0222'SEARCHED FOR NOT RECOVERED THIS DATE.
 AH0222
 AH0222                          STATION RECOVERY (1995)
 AH0222
 AH0222'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0792 ***********************************************************************
 AH0792  DESIGNATION -  J 607 RESET 1964
 AH0792  PID         -  AH0792
 AH0792  STATE/COUNTY-  TX/NUECES
 AH0792  USGS QUAD   -  PETRONILA NE (1975)
 AH0792
 AH0792                         *CURRENT SURVEY CONTROL
 AH0792  ___________________________________________________________________
 AH0792* NAD 83(1986)-  27 43 23.     (N)    097 33 13.     (W)     SCALED    
 AH0792* NAVD 88     -        14.43   (+/-2cm)      47.3    (feet)  VERTCON   
 AH0792  ___________________________________________________________________
 AH0792  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH0792
 AH0792  VERT ORDER  -  THIRD (See Below)
 AH0792
 AH0792.The horizontal coordinates were scaled from a topographic map and have
 AH0792.an estimated accuracy of +/- 6 seconds.
 AH0792
 AH0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0792.The vertical order pertains to the NGVD 29 superseded value.
 AH0792
 AH0792.The geoid height was determined by GEOID03.
 AH0792
 AH0792;                    North         East    Units  Estimated Accuracy
 AH0792;SPC TX S     - 5,228,190.      393,320.      MT  (+/- 180 meters Scaled)
 AH0792
 AH0792                          SUPERSEDED SURVEY CONTROL
 AH0792
 AH0792  NGVD 29 (??/??/??)   14.59   (m)           47.9    (f) RESET       3  
 AH0792
 AH0792.Superseded values are not recommended for survey control.
 AH0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0792.See file dsdata.txt to determine how the superseded data were derived.
 AH0792
 AH0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR425673(NAD 83)
 AH0792_MARKER: DB = BENCH MARK DISK
 AH0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0792_SP_SET: CULVERT
 AH0792_STAMPING: J 607 1942 RESET 1964
 AH0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0792
 AH0792  HISTORY     - Date     Condition        Report By
 AH0792  HISTORY     - 1964     MONUMENTED       TXHD
 AH0792  HISTORY     - 20010728 GOOD             USPSQD
 AH0792  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0792
 AH0792                          STATION DESCRIPTION
 AH0792
 AH0792'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1964
 AH0792'5.4 MI SW FROM CLARKWOOD.
 AH0792'4.0 MILES SOUTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT CLARKWOOD,
 AH0792'NUECES COUNTY, THENCE 1.4 MILES WEST ALONG A PAVED ROAD, 350 FEET
 AH0792'SOUTH OF THE INTERSECTION OF A NORTH-AND-SOUTH ROAD, 16 FEET WEST OF
 AH0792'AND ABOUT 1 FOOT HIGHER THAN THE CENTERLINE OF THE NORTH-AND-SOUTH
 AH0792'ROAD, AT A 3- BY 8-FOOT CONCRETE BOX CULVERT UNDER THE NORTH-AND-SOUTH
 AH0792'ROAD, AND SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL.
 AH0792
 AH0792                          STATION RECOVERY (2001)
 AH0792
 AH0792'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0792'RECOVERED IN GOOD CONDITION.
 AH0792
 AH0792                          STATION RECOVERY (2002)
 AH0792
 AH0792'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0355 ***********************************************************************
 AH0355  DESIGNATION -  J 608
 AH0355  PID         -  AH0355
 AH0355  STATE/COUNTY-  TX/NUECES
 AH0355  USGS QUAD   -  OSO CREEK NW (1975)
 AH0355
 AH0355                         *CURRENT SURVEY CONTROL
 AH0355  ___________________________________________________________________
 AH0355* NAD 83(1986)-  27 41 59.     (N)    097 26 56.     (W)     SCALED    
 AH0355* NAVD 88     -         5.542  (meters)      18.18   (feet)  ADJUSTED  
 AH0355  ___________________________________________________________________
 AH0355  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AH0355  DYNAMIC HT  -           5.533 (meters)      18.15  (feet)  COMP
 AH0355  MODELED GRAV-     979,123.1   (mgal)                       NAVD 88
 AH0355
 AH0355  VERT ORDER  -  SECOND    CLASS 0
 AH0355
 AH0355.The horizontal coordinates were scaled from a topographic map and have
 AH0355.an estimated accuracy of +/- 6 seconds.
 AH0355
 AH0355.The orthometric height was determined by differential leveling
 AH0355.and adjusted by the National Geodetic Survey in June 1991..
 AH0355
 AH0355.The geoid height was determined by GEOID03.
 AH0355
 AH0355.The dynamic height is computed by dividing the NAVD 88
 AH0355.geopotential number by the normal gravity value computed on the
 AH0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0355.degrees latitude (g = 980.6199 gals.).
 AH0355
 AH0355.The modeled gravity was interpolated from observed gravity values.
 AH0355
 AH0355;                    North         East    Units  Estimated Accuracy
 AH0355;SPC TX S     - 5,225,680.      403,670.      MT  (+/- 180 meters Scaled)
 AH0355
 AH0355                          SUPERSEDED SURVEY CONTROL
 AH0355
 AH0355  NGVD 29 (??/??/92)    5.713  (m)           18.74   (f) ADJ UNCH    2 0
 AH0355
 AH0355.Superseded values are not recommended for survey control.
 AH0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0355.See file dsdata.txt to determine how the superseded data were derived.
 AH0355
 AH0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR529649(NAD 83)
 AH0355_MARKER: DB = BENCH MARK DISK
 AH0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0355_SP_SET: CULVERT
 AH0355_STAMPING: J 608 1942
 AH0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0355
 AH0355  HISTORY     - Date     Condition        Report By
 AH0355  HISTORY     - 1942     MONUMENTED       CGS
 AH0355  HISTORY     - 1949     GOOD             NGS
 AH0355  HISTORY     - 1984     GOOD             USPSQD
 AH0355  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0355  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0355  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0355  HISTORY     - 20010729 MARK NOT FOUND   USPSQD
 AH0355
 AH0355                          STATION DESCRIPTION
 AH0355
 AH0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0355'6.9 MI S FROM CORPUS CHRISTI.
 AH0355'6.9 MILES SOUTH ALONG STATE HIGHWAY 286 FROM THE MISSOURI PACIFIC
 AH0355'RAILROAD STATION AT CORPUS CHRISTI, NUECES COUNTY, AT NAVAL AIR FIELD
 AH0355'B-2, 100 FEET NORTH OF THE SOUTHWEST CORNER OF THE LANDING FIELD, 20
 AH0355'FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE HIGHWAY, AT A
 AH0355'LARGE CONCRETE-BOX HIGHWAY CULVERT, AND IN THE NORTH END OF THE EAST
 AH0355'HEAD WALL.  A STANDARD DISK, STAMPED J 608 1942.
 AH0355
 AH0355                          STATION RECOVERY (1984)
 AH0355
 AH0355'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0355'RECOVERED IN GOOD CONDITION.
 AH0355
 AH0355                          STATION RECOVERY (1989)
 AH0355
 AH0355'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AH0355'MARK NOT FOUND.
 AH0355
 AH0355                          STATION RECOVERY (1991)
 AH0355
 AH0355'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0355'MARK NOT FOUND.
 AH0355
 AH0355                          STATION RECOVERY (1997)
 AH0355
 AH0355'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0355'MARK NOT FOUND.
 AH0355
 AH0355                          STATION RECOVERY (2001)
 AH0355
 AH0355'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0878 ***********************************************************************
 AH0878  DESIGNATION -  J 609
 AH0878  PID         -  AH0878
 AH0878  STATE/COUNTY-  TX/NUECES
 AH0878  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0878
 AH0878                         *CURRENT SURVEY CONTROL
 AH0878  ___________________________________________________________________
 AH0878* NAD 83(1986)-  27 34 16.     (N)    097 45 37.     (W)     SCALED    
 AH0878* NAVD 88     -        17.635  (meters)      57.86   (feet)  ADJUSTED  
 AH0878  ___________________________________________________________________
 AH0878  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AH0878  DYNAMIC HT  -          17.607 (meters)      57.77  (feet)  COMP
 AH0878  MODELED GRAV-     979,104.2   (mgal)                       NAVD 88
 AH0878
 AH0878  VERT ORDER  -  SECOND    CLASS 0
 AH0878
 AH0878.The horizontal coordinates were scaled from a topographic map and have
 AH0878.an estimated accuracy of +/- 6 seconds.
 AH0878
 AH0878.The orthometric height was determined by differential leveling
 AH0878.and adjusted by the National Geodetic Survey in June 1991..
 AH0878
 AH0878.The geoid height was determined by GEOID03.
 AH0878
 AH0878.The dynamic height is computed by dividing the NAVD 88
 AH0878.geopotential number by the normal gravity value computed on the
 AH0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0878.degrees latitude (g = 980.6199 gals.).
 AH0878
 AH0878.The modeled gravity was interpolated from observed gravity values.
 AH0878
 AH0878;                    North         East    Units  Estimated Accuracy
 AH0878;SPC TX S     - 5,211,210.      373,040.      MT  (+/- 180 meters Scaled)
 AH0878
 AH0878                          SUPERSEDED SURVEY CONTROL
 AH0878
 AH0878  NGVD 29 (??/??/92)   17.744  (m)           58.22   (f) ADJ UNCH    2 0
 AH0878
 AH0878.Superseded values are not recommended for survey control.
 AH0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0878.See file dsdata.txt to determine how the superseded data were derived.
 AH0878
 AH0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR223503(NAD 83)
 AH0878_MARKER: DB = BENCH MARK DISK
 AH0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0878_STAMPING: J 609 1942
 AH0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0878+STABILITY: SURFACE MOTION
 AH0878
 AH0878  HISTORY     - Date     Condition        Report By
 AH0878  HISTORY     - 1942     MONUMENTED       CGS
 AH0878  HISTORY     - 1949     GOOD             NGS
 AH0878  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0878
 AH0878                          STATION DESCRIPTION
 AH0878
 AH0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0878'2.0 MI E FROM BISHOP.
 AH0878'TO REACH FROM THE HIGH SCHOOL AT BISHOP-- PROCEED 2.0 MILES EASTERLY
 AH0878'ALONG PAVED ROAD TO INTERSECTION OF CROSSROAD AND THE SITE OF THE
 AH0878'BENCH MARK.  BENCH MARK IS 42.0 FEET EAST OF THE CENTERLINE OF THE
 AH0878'NORTH-SOUTH CROSSROAD, 33.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION
 AH0878'AS THE CENTERLINE OF THE EAST-WEST ROAD.  IT IS 20.0 FEET EAST OF
 AH0878'POWERLINE POLE WITH GUY WIRE AND 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AH0878'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AH0878
 AH0878                          STATION RECOVERY (1949)
 AH0878
 AH0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0878'RECOVERED IN GOOD CONDITION.
 AH0878
 AH0878                          STATION RECOVERY (1997)
 AH0878
 AH0878'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0394 ***********************************************************************
 AH0394  DESIGNATION -  J 610
 AH0394  PID         -  AH0394
 AH0394  STATE/COUNTY-  TX/NUECES
 AH0394  USGS QUAD   -  OSO CREEK NE (1975)
 AH0394
 AH0394                         *CURRENT SURVEY CONTROL
 AH0394  ___________________________________________________________________
 AH0394* NAD 83(1986)-  27 40 51.     (N)    097 18 47.     (W)     SCALED    
 AH0394* NAVD 88     -         4.397  (meters)      14.43   (feet)  ADJUSTED  
 AH0394  ___________________________________________________________________
 AH0394  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AH0394  DYNAMIC HT  -           4.390 (meters)      14.40  (feet)  COMP
 AH0394  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 AH0394
 AH0394  VERT ORDER  -  SECOND    CLASS 0
 AH0394
 AH0394.The horizontal coordinates were scaled from a topographic map and have
 AH0394.an estimated accuracy of +/- 6 seconds.
 AH0394
 AH0394.The orthometric height was determined by differential leveling
 AH0394.and adjusted by the National Geodetic Survey in June 1991..
 AH0394
 AH0394.The geoid height was determined by GEOID03.
 AH0394
 AH0394.The dynamic height is computed by dividing the NAVD 88
 AH0394.geopotential number by the normal gravity value computed on the
 AH0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0394.degrees latitude (g = 980.6199 gals.).
 AH0394
 AH0394.The modeled gravity was interpolated from observed gravity values.
 AH0394
 AH0394;                    North         East    Units  Estimated Accuracy
 AH0394;SPC TX S     - 5,223,710.      417,090.      MT  (+/- 180 meters Scaled)
 AH0394
 AH0394                          SUPERSEDED SURVEY CONTROL
 AH0394
 AH0394  NGVD 29 (??/??/92)    4.562  (m)           14.97   (f) ADJ UNCH    2 0
 AH0394
 AH0394.Superseded values are not recommended for survey control.
 AH0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0394.See file dsdata.txt to determine how the superseded data were derived.
 AH0394
 AH0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR663629(NAD 83)
 AH0394_MARKER: DB = BENCH MARK DISK
 AH0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0394_SP_SET: BRIDGE
 AH0394_STAMPING: J 610 1942
 AH0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0394
 AH0394  HISTORY     - Date     Condition        Report By
 AH0394  HISTORY     - 1942     MONUMENTED       CGS
 AH0394  HISTORY     - 1949     GOOD             NGS
 AH0394  HISTORY     - 1977     GOOD             NGS
 AH0394  HISTORY     - 19910709 MARK NOT FOUND   USPSQD
 AH0394  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0394  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0394
 AH0394                          STATION DESCRIPTION
 AH0394
 AH0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0394'1.2 MI S FROM CORPUS CHRISTI.
 AH0394'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0394'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0394'SOUTH ALONG STATE HIGHWAY 286, AND THENCE 7.9 MILES EAST ALONG
 AH0394'LEXINGTON BOULEVARD (STATE HIGHWAY 358).  19 FEET NORTH OF AND ABOUT 1
 AH0394'FOOT HIGHER THAN THE CENTER LINE OF THE BOULEVARD, AT A BRIDGE OVER
 AH0394'CAYO DEL OSO (OSO CREEK), AT THE WEST END OF THE BRIDGE, IN THE TOP OF
 AH0394'THE NORTH WING WALL, AND 1 FOOT NORTH OF THE FIRST GUARDRAIL POST. A
 AH0394'STANDARD DISK, STAMPED J 610 1942.
 AH0394
 AH0394                          STATION RECOVERY (1977)
 AH0394
 AH0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0394'RECOVERED IN GOOD CONDITION.
 AH0394
 AH0394                          STATION RECOVERY (1991)
 AH0394
 AH0394'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0394'MARK NOT FOUND.
 AH0394
 AH0394                          STATION RECOVERY (1997)
 AH0394
 AH0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0394'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0394'DESTROYED.
 AH0394
 AH0394                          STATION RECOVERY (1997)
 AH0394
 AH0394'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1006 ***********************************************************************
 AH1006  DESIGNATION -  J 611
 AH1006  PID         -  AH1006
 AH1006  STATE/COUNTY-  TX/NUECES
 AH1006  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1006
 AH1006                         *CURRENT SURVEY CONTROL
 AH1006  ___________________________________________________________________
 AH1006* NAD 83(1986)-  27 41 05.     (N)    097 50 27.     (W)     SCALED    
 AH1006* NAVD 88     -        26.346  (meters)      86.44   (feet)  ADJUSTED  
 AH1006  ___________________________________________________________________
 AH1006  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH1006  DYNAMIC HT  -          26.305 (meters)      86.30  (feet)  COMP
 AH1006  MODELED GRAV-     979,104.3   (mgal)                       NAVD 88
 AH1006
 AH1006  VERT ORDER  -  SECOND    CLASS 0
 AH1006
 AH1006.The horizontal coordinates were scaled from a topographic map and have
 AH1006.an estimated accuracy of +/- 6 seconds.
 AH1006
 AH1006.The orthometric height was determined by differential leveling
 AH1006.and adjusted by the National Geodetic Survey in June 1991..
 AH1006
 AH1006.The geoid height was determined by GEOID03.
 AH1006
 AH1006.The dynamic height is computed by dividing the NAVD 88
 AH1006.geopotential number by the normal gravity value computed on the
 AH1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1006.degrees latitude (g = 980.6199 gals.).
 AH1006
 AH1006.The modeled gravity was interpolated from observed gravity values.
 AH1006
 AH1006;                    North         East    Units  Estimated Accuracy
 AH1006;SPC TX S     - 5,223,760.      365,020.      MT  (+/- 180 meters Scaled)
 AH1006
 AH1006                          SUPERSEDED SURVEY CONTROL
 AH1006
 AH1006  NGVD 29 (??/??/92)   26.451  (m)           86.78   (f) ADJ UNCH    2 0
 AH1006
 AH1006.Superseded values are not recommended for survey control.
 AH1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1006.See file dsdata.txt to determine how the superseded data were derived.
 AH1006
 AH1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR143628(NAD 83)
 AH1006_MARKER: DB = BENCH MARK DISK
 AH1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1006_STAMPING: J 611 1942
 AH1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1006+STABILITY: SURFACE MOTION
 AH1006
 AH1006  HISTORY     - Date     Condition        Report By
 AH1006  HISTORY     - 1942     MONUMENTED       CGS
 AH1006  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH1006
 AH1006                          STATION DESCRIPTION
 AH1006
 AH1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1006'8.5 MI S FROM BANQUETE.
 AH1006'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BANQUETE--
 AH1006'PROCEED 8.0 MILES SOUTHERLY ALONG OILED ROAD TO INTERSECTION OF ROAD
 AH1006'LEADING WEST.  THENCE, GO 0.5 MILE WESTERLY ALONG GRADED ROAD TO THE
 AH1006'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE WEST OF SEVERAL
 AH1006'OIL STORAGE TANKS, 58.5 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT BELOW THE
 AH1006'CENTER OF INTERSECTION OF ROADS AND IN THE NORTHEAST CORNER OF A
 AH1006'FIELD.  IT IS 78.0 FEET SOUTH OF POWER POLE AND IN LINE WITH POWER
 AH1006'LINE.  IT IS 8.0 FEET NORTH OF ROW OF TREES AND 3.0 FEET NORTH OF A
 AH1006'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AH1006
 AH1006                          STATION RECOVERY (1975)
 AH1006
 AH1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0114 ***********************************************************************
 AJ0114  DESIGNATION -  J 612
 AJ0114  PID         -  AJ0114
 AJ0114  STATE/COUNTY-  TX/JIM WELLS
 AJ0114  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0114
 AJ0114                         *CURRENT SURVEY CONTROL
 AJ0114  ___________________________________________________________________
 AJ0114* NAD 83(1986)-  27 39 37.     (N)    098 01 06.     (W)     SCALED    
 AJ0114* NAVD 88     -        48.818  (meters)     160.16   (feet)  ADJUSTED  
 AJ0114  ___________________________________________________________________
 AJ0114  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AJ0114  DYNAMIC HT  -          48.742 (meters)     159.91  (feet)  COMP
 AJ0114  MODELED GRAV-     979,093.9   (mgal)                       NAVD 88
 AJ0114
 AJ0114  VERT ORDER  -  SECOND    CLASS 0
 AJ0114
 AJ0114.The horizontal coordinates were scaled from a topographic map and have
 AJ0114.an estimated accuracy of +/- 6 seconds.
 AJ0114
 AJ0114.The orthometric height was determined by differential leveling
 AJ0114.and adjusted by the National Geodetic Survey in June 1991..
 AJ0114
 AJ0114.The geoid height was determined by GEOID03.
 AJ0114
 AJ0114.The dynamic height is computed by dividing the NAVD 88
 AJ0114.geopotential number by the normal gravity value computed on the
 AJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0114.degrees latitude (g = 980.6199 gals.).
 AJ0114
 AJ0114.The modeled gravity was interpolated from observed gravity values.
 AJ0114
 AJ0114;                    North         East    Units  Estimated Accuracy
 AJ0114;SPC TX S     - 5,220,970.      347,520.      MT  (+/- 180 meters Scaled)
 AJ0114
 AJ0114                          SUPERSEDED SURVEY CONTROL
 AJ0114
 AJ0114  NGVD 29 (??/??/??)   48.92   (m)          160.5    (f) RESET       3  
 AJ0114
 AJ0114.Superseded values are not recommended for survey control.
 AJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0114.See file dsdata.txt to determine how the superseded data were derived.
 AJ0114
 AJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR968599(NAD 83)
 AJ0114_MARKER: DB = BENCH MARK DISK
 AJ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0114_STAMPING: J 612 1942
 AJ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0114+STABILITY: SURFACE MOTION
 AJ0114
 AJ0114  HISTORY     - Date     Condition        Report By
 AJ0114  HISTORY     - 1942     MONUMENTED       CGS
 AJ0114
 AJ0114                          STATION DESCRIPTION
 AJ0114
 AJ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0114'6.6 MI SE FROM ALICE.
 AJ0114'TO REACH FROM POST OFFICE IN ALICE-- PROCEED SOUTHEASTERLY 6.6 MILES
 AJ0114'ON GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT NORTHWEST
 AJ0114'CORNER OF INTERSECTION OF OLD KINGSVILLE-ALICE ROAD AND RANCH ROAD
 AJ0114'RUNNING NORTH AND SOUTH.  IT IS ABOUT 300.0 FEET SOUTHWEST OF RANCH
 AJ0114'HOUSE, 93.0 FEET NORTHEAST AND ACROSS ROAD FROM CATTLE GUARD ON RANCH
 AJ0114'ROAD, 36.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS CENTERLINE OF
 AJ0114'KINGSVILLE-ALICE ROAD AND 3.0 FEET EAST OF 4 X 4 INCH WOODEN MARKER
 AJ0114'POST.  THE MONUMENT PROJECTS ABOUT 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0121 ***********************************************************************
 AJ0121  DESIGNATION -  J 613
 AJ0121  PID         -  AJ0121
 AJ0121  STATE/COUNTY-  TX/JIM WELLS
 AJ0121  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0121
 AJ0121                         *CURRENT SURVEY CONTROL
 AJ0121  ___________________________________________________________________
 AJ0121* NAD 83(1986)-  27 32 49.     (N)    098 03 58.     (W)     SCALED    
 AJ0121* NAVD 88     -        43.035  (meters)     141.19   (feet)  ADJUSTED  
 AJ0121  ___________________________________________________________________
 AJ0121  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AJ0121  DYNAMIC HT  -          42.968 (meters)     140.97  (feet)  COMP
 AJ0121  MODELED GRAV-     979,086.7   (mgal)                       NAVD 88
 AJ0121
 AJ0121  VERT ORDER  -  SECOND    CLASS 0
 AJ0121
 AJ0121.The horizontal coordinates were scaled from a topographic map and have
 AJ0121.an estimated accuracy of +/- 6 seconds.
 AJ0121
 AJ0121.The orthometric height was determined by differential leveling
 AJ0121.and adjusted by the National Geodetic Survey in June 1991..
 AJ0121
 AJ0121.The geoid height was determined by GEOID03.
 AJ0121
 AJ0121.The dynamic height is computed by dividing the NAVD 88
 AJ0121.geopotential number by the normal gravity value computed on the
 AJ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0121.degrees latitude (g = 980.6199 gals.).
 AJ0121
 AJ0121.The modeled gravity was interpolated from observed gravity values.
 AJ0121
 AJ0121;                    North         East    Units  Estimated Accuracy
 AJ0121;SPC TX S     - 5,208,400.      342,850.      MT  (+/- 180 meters Scaled)
 AJ0121
 AJ0121                          SUPERSEDED SURVEY CONTROL
 AJ0121
 AJ0121  NGVD 29 (??/??/92)   43.132  (m)          141.51   (f) ADJ UNCH    2 0
 AJ0121
 AJ0121.Superseded values are not recommended for survey control.
 AJ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0121.See file dsdata.txt to determine how the superseded data were derived.
 AJ0121
 AJ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR922473(NAD 83)
 AJ0121_MARKER: DB = BENCH MARK DISK
 AJ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0121_STAMPING: J 613 1942
 AJ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0121+STABILITY: SURFACE MOTION
 AJ0121
 AJ0121  HISTORY     - Date     Condition        Report By
 AJ0121  HISTORY     - 1942     MONUMENTED       CGS
 AJ0121  HISTORY     - 1976     MARK NOT FOUND   TXHD
 AJ0121
 AJ0121                          STATION DESCRIPTION
 AJ0121
 AJ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0121'10.9 MI W FROM KINGSVILLE.
 AJ0121'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AJ0121'PROCEED WESTERLY 10.9 MILES ALONG STATE HIGHWAY NO. 141 TO SITE OF
 AJ0121'BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE WEST OF THE JIM WELLS AND
 AJ0121'KLEBERG COUNTY LINE.  IT IS 45.0 FEET NORTH OF AND ABOUT 1.0 FOOT
 AJ0121'BELOW CENTERLINE OF HIGHWAY, 15.5 FEET EAST OF WOODEN HIGHWAY PROPERTY
 AJ0121'LINE MARKER POST, 0.6 FOOT SOUTH OF 4 X 4 INCH WOODEN MARKER POST. THE
 AJ0121'MONUMENT PROJECTS ABOUT 0.5 FOOT.
 AJ0121
 AJ0121                          STATION RECOVERY (1976)
 AJ0121
 AJ0121'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0122 ***********************************************************************
 AJ0122  DESIGNATION -  J 613 RESET 1961
 AJ0122  PID         -  AJ0122
 AJ0122  STATE/COUNTY-  TX/JIM WELLS
 AJ0122  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0122
 AJ0122                         *CURRENT SURVEY CONTROL
 AJ0122  ___________________________________________________________________
 AJ0122* NAD 83(1986)-  27 32 49.     (N)    098 03 58.     (W)     SCALED    
 AJ0122* NAVD 88     -        43.00   (meters)     141.1    (feet)  RESET     
 AJ0122  ___________________________________________________________________
 AJ0122  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AJ0122
 AJ0122  VERT ORDER  -  THIRD
 AJ0122
 AJ0122.The horizontal coordinates were scaled from a topographic map and have
 AJ0122.an estimated accuracy of +/- 6 seconds.
 AJ0122
 AJ0122.The orthometric height was computed from unverified reset data.
 AJ0122
 AJ0122.The geoid height was determined by GEOID03.
 AJ0122
 AJ0122;                    North         East    Units  Estimated Accuracy
 AJ0122;SPC TX S     - 5,208,400.      342,850.      MT  (+/- 180 meters Scaled)
 AJ0122
 AJ0122                          SUPERSEDED SURVEY CONTROL
 AJ0122
 AJ0122.No superseded survey control is available for this station.
 AJ0122
 AJ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR922473(NAD 83)
 AJ0122_MARKER: DB = BENCH MARK DISK
 AJ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0122_STAMPING: J 613 RESET 1961
 AJ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0122+STABILITY: SURFACE MOTION
 AJ0122
 AJ0122  HISTORY     - Date     Condition        Report By
 AJ0122  HISTORY     - 1961     MONUMENTED       TXHD
 AJ0122
 AJ0122                          STATION DESCRIPTION
 AJ0122
 AJ0122'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AJ0122'12.5 MI W FROM KINGSVILLE.
 AJ0122'THIS MARK IS LOCATED ABOUT 12.5 MILES WEST ALONG STATE HIGHWAY 141
 AJ0122'FROM THE MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE, ABOUT 2000
 AJ0122'FEET WEST OF KLEBERG-JIM WELLS COUNTY LINE, 60 FEET NORTH OF
 AJ0122'CENTERLINE STATION 660+00, 1 FOOT SOUTH OF FENCE, AND SET IN THE TOP
 AJ0122'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0301 ***********************************************************************
 AJ0301  DESIGNATION -  J 614
 AJ0301  PID         -  AJ0301
 AJ0301  STATE/COUNTY-  TX/JIM WELLS
 AJ0301  USGS QUAD   -  PREMONT EAST (1963)
 AJ0301
 AJ0301                         *CURRENT SURVEY CONTROL
 AJ0301  ___________________________________________________________________
 AJ0301* NAD 83(1986)-  27 21 53.     (N)    098 06 09.     (W)     SCALED    
 AJ0301* NAVD 88     -        43.249  (meters)     141.89   (feet)  ADJUSTED  
 AJ0301  ___________________________________________________________________
 AJ0301  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AJ0301  DYNAMIC HT  -          43.181 (meters)     141.67  (feet)  COMP
 AJ0301  MODELED GRAV-     979,076.2   (mgal)                       NAVD 88
 AJ0301
 AJ0301  VERT ORDER  -  SECOND    CLASS 0
 AJ0301
 AJ0301.The horizontal coordinates were scaled from a topographic map and have
 AJ0301.an estimated accuracy of +/- 6 seconds.
 AJ0301
 AJ0301.The orthometric height was determined by differential leveling
 AJ0301.and adjusted by the National Geodetic Survey in June 1991..
 AJ0301
 AJ0301.The geoid height was determined by GEOID03.
 AJ0301
 AJ0301.The dynamic height is computed by dividing the NAVD 88
 AJ0301.geopotential number by the normal gravity value computed on the
 AJ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0301.degrees latitude (g = 980.6199 gals.).
 AJ0301
 AJ0301.The modeled gravity was interpolated from observed gravity values.
 AJ0301
 AJ0301;                    North         East    Units  Estimated Accuracy
 AJ0301;SPC TX S     - 5,188,190.      339,320.      MT  (+/- 180 meters Scaled)
 AJ0301
 AJ0301                          SUPERSEDED SURVEY CONTROL
 AJ0301
 AJ0301  NGVD 29 (??/??/??)   43.35   (m)          142.2    (f) RESET       3  
 AJ0301
 AJ0301.Superseded values are not recommended for survey control.
 AJ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0301.See file dsdata.txt to determine how the superseded data were derived.
 AJ0301
 AJ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR887271(NAD 83)
 AJ0301_MARKER: DB = BENCH MARK DISK
 AJ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0301_STAMPING: J 614 1942
 AJ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0301+STABILITY: SURFACE MOTION
 AJ0301
 AJ0301  HISTORY     - Date     Condition        Report By
 AJ0301  HISTORY     - 1942     MONUMENTED       CGS
 AJ0301
 AJ0301                          STATION DESCRIPTION
 AJ0301
 AJ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0301'1.0 MI E FROM PREMONT.
 AJ0301'TO REACH FROM POST OFFICE AT PREMONT-- PROCEED EASTERLY 1.0 MILE ALONG
 AJ0301'OLD PREMONT-KINGSVILLE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ON
 AJ0301'FENCE LINE ABOUT 1.0 MILE WEST OF CAMPHOUSE ON CANELES RANCH AND ABOUT
 AJ0301'1.0 MILE EAST OF PREMONT.  IT IS 20.0 FEET NORTH OF ROAD, 0.6 FOOT
 AJ0301'SOUTH OF FENCE LINE, 3.0 FEET WEST OF 4 X 4 INCH WOODEN MARKER POST.
 AJ0301'THE MONUMENT PROJECTS ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0692 ***********************************************************************
 AH0692  DESIGNATION -  J 615
 AH0692  PID         -  AH0692
 AH0692  STATE/COUNTY-  TX/KENEDY
 AH0692  USGS QUAD   -  SARITA (1979)
 AH0692
 AH0692                         *CURRENT SURVEY CONTROL
 AH0692  ___________________________________________________________________
 AH0692* NAD 83(1986)-  27 11 05.     (N)    097 51 28.     (W)     SCALED    
 AH0692* NAVD 88     -        12.599  (meters)      41.34   (feet)  ADJUSTED  
 AH0692  ___________________________________________________________________
 AH0692  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH0692  DYNAMIC HT  -          12.579 (meters)      41.27  (feet)  COMP
 AH0692  MODELED GRAV-     979,085.3   (mgal)                       NAVD 88
 AH0692
 AH0692  VERT ORDER  -  SECOND    CLASS 0
 AH0692
 AH0692.The horizontal coordinates were scaled from a topographic map and have
 AH0692.an estimated accuracy of +/- 6 seconds.
 AH0692
 AH0692.The orthometric height was determined by differential leveling
 AH0692.and adjusted by the National Geodetic Survey in June 1991..
 AH0692
 AH0692.The geoid height was determined by GEOID03.
 AH0692
 AH0692.The dynamic height is computed by dividing the NAVD 88
 AH0692.geopotential number by the normal gravity value computed on the
 AH0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0692.degrees latitude (g = 980.6199 gals.).
 AH0692
 AH0692.The modeled gravity was interpolated from observed gravity values.
 AH0692
 AH0692;                    North         East    Units  Estimated Accuracy
 AH0692;SPC TX S     - 5,168,350.      363,630.      MT  (+/- 180 meters Scaled)
 AH0692
 AH0692                          SUPERSEDED SURVEY CONTROL
 AH0692
 AH0692  NGVD 29 (??/??/92)   12.688  (m)           41.63   (f) ADJ UNCH    2 0
 AH0692
 AH0692.Superseded values are not recommended for survey control.
 AH0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0692.See file dsdata.txt to determine how the superseded data were derived.
 AH0692
 AH0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR131074(NAD 83)
 AH0692_MARKER: DB = BENCH MARK DISK
 AH0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0692_STAMPING: J 615 1942
 AH0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0692+STABILITY: SURFACE MOTION
 AH0692
 AH0692  HISTORY     - Date     Condition        Report By
 AH0692  HISTORY     - 1942     MONUMENTED       CGS
 AH0692  HISTORY     - 1975     GOOD             USGS
 AH0692
 AH0692                          STATION DESCRIPTION
 AH0692
 AH0692'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0692'5.2 MI SW FROM RIVERA.
 AH0692'5.2 MILES SW ALONG STATE HWY 285 FROM THE JCT. OF HWY. 285 AND US. HWY
 AH0692'77 AT RIVERA, THEN THROUGH BUMP GATE AND SOUTH ON CALICHE ROAD FOR 3.9
 AH0692'MILES TO A JCT., BEAR RIGHT AND CONTINUE SW FOR 1.8 MILES TO A GATE
 AH0692'AND EAST-WEST FENCE.  FOLLOW FENCE EAST 0.15 MILE, BM IS 120 FEET
 AH0692'SOUTH OF FENCE.  A DISK SET IN A CONCRETE POST 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0455 ***********************************************************************
 AJ0455  DESIGNATION -  J 616
 AJ0455  PID         -  AJ0455
 AJ0455  STATE/COUNTY-  TX/BROOKS
 AJ0455  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ0455
 AJ0455                         *CURRENT SURVEY CONTROL
 AJ0455  ___________________________________________________________________
 AJ0455* NAD 83(1986)-  27 05 54.     (N)    098 05 04.     (W)     SCALED    
 AJ0455* NAVD 88     -        29.317  (meters)      96.18   (feet)  ADJUSTED  
 AJ0455  ___________________________________________________________________
 AJ0455  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AJ0455  DYNAMIC HT  -          29.270 (meters)      96.03  (feet)  COMP
 AJ0455  MODELED GRAV-     979,064.7   (mgal)                       NAVD 88
 AJ0455
 AJ0455  VERT ORDER  -  SECOND    CLASS 0
 AJ0455
 AJ0455.The horizontal coordinates were scaled from a topographic map and have
 AJ0455.an estimated accuracy of +/- 6 seconds.
 AJ0455
 AJ0455.The orthometric height was determined by differential leveling
 AJ0455.and adjusted by the National Geodetic Survey in June 1991..
 AJ0455
 AJ0455.The geoid height was determined by GEOID03.
 AJ0455
 AJ0455.The dynamic height is computed by dividing the NAVD 88
 AJ0455.geopotential number by the normal gravity value computed on the
 AJ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0455.degrees latitude (g = 980.6199 gals.).
 AJ0455
 AJ0455.The modeled gravity was interpolated from observed gravity values.
 AJ0455
 AJ0455;                    North         East    Units  Estimated Accuracy
 AJ0455;SPC TX S     - 5,158,680.      341,210.      MT  (+/- 180 meters Scaled)
 AJ0455
 AJ0455                          SUPERSEDED SURVEY CONTROL
 AJ0455
 AJ0455  NGVD 29 (??/??/92)   29.43   (m)           96.6    (f) COMPUTED    2 0
 AJ0455
 AJ0455.Superseded values are not recommended for survey control.
 AJ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0455.See file dsdata.txt to determine how the superseded data were derived.
 AJ0455
 AJ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ907976(NAD 83)
 AJ0455_MARKER: DB = BENCH MARK DISK
 AJ0455_SETTING: 0 = UNSPECIFIED SETTING
 AJ0455_STAMPING: J 616 1942
 AJ0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0455
 AJ0455  HISTORY     - Date     Condition        Report By
 AJ0455  HISTORY     - 1942     MONUMENTED       CGS
 AJ0455  HISTORY     - 1962     GOOD             USGS
 AJ0455
 AJ0455                          STATION DESCRIPTION
 AJ0455
 AJ0455'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ0455'4.1 MI E FROM FALFURRIAS.
 AJ0455'RANCH ROAD USED IN OLD DESCRIPTION HAS BEEN ABANDONED.  FROM THE
 AJ0455'INTERSECTION OF US HWY 281 AND FARM ROAD 2191 IN FALFURRIAS, BROOKS
 AJ0455'CO., TEXAS PROCEED 5.2 MILES EAST TO A CROSS ROAD, THENCE SOUTH 3.6
 AJ0455'MILES TO THE GATE-KEEPERS HOUSE AT THE MARIPESA RANCH, CONTINUE SOUTH
 AJ0455'4.7 MILES TO A Y-RD NORTHWEST, THENCE WEST 1.85 MILES TO A GATE IN A
 AJ0455'NORTH-SOUTH FENCE, CONTINUE WEST 1.2 MILES ALONG TRACK ROAD(ABOUT 0.1
 AJ0455'MILE SOUTH OF EAST-WEST FENCE) TO THE BENCH MARK NORTH OF THE ROAD AND
 AJ0455'SOUTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1099 ***********************************************************************
 AB1099  DESIGNATION -  J 617
 AB1099  PID         -  AB1099
 AB1099  STATE/COUNTY-  TX/KENEDY
 AB1099  USGS QUAD   -  PITA CAMP (1982)
 AB1099
 AB1099                         *CURRENT SURVEY CONTROL
 AB1099  ___________________________________________________________________
 AB1099* NAD 83(1986)-  26 55 19.     (N)    097 56 25.     (W)     SCALED    
 AB1099* NAVD 88     -        10.783  (meters)      35.38   (feet)  ADJUSTED  
 AB1099  ___________________________________________________________________
 AB1099  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AB1099  DYNAMIC HT  -          10.766 (meters)      35.32  (feet)  COMP
 AB1099  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 AB1099
 AB1099  VERT ORDER  -  SECOND    CLASS 0
 AB1099
 AB1099.The horizontal coordinates were scaled from a topographic map and have
 AB1099.an estimated accuracy of +/- 6 seconds.
 AB1099
 AB1099.The orthometric height was determined by differential leveling
 AB1099.and adjusted by the National Geodetic Survey in June 1991..
 AB1099
 AB1099.The geoid height was determined by GEOID03.
 AB1099
 AB1099.The dynamic height is computed by dividing the NAVD 88
 AB1099.geopotential number by the normal gravity value computed on the
 AB1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1099.degrees latitude (g = 980.6199 gals.).
 AB1099
 AB1099.The modeled gravity was interpolated from observed gravity values.
 AB1099
 AB1099;                    North         East    Units  Estimated Accuracy
 AB1099;SPC TX S     - 5,139,200.      355,590.      MT  (+/- 180 meters Scaled)
 AB1099
 AB1099                          SUPERSEDED SURVEY CONTROL
 AB1099
 AB1099  NGVD 29 (??/??/92)   10.875  (m)           35.68   (f) ADJ UNCH    2 0
 AB1099
 AB1099.Superseded values are not recommended for survey control.
 AB1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1099.See file dsdata.txt to determine how the superseded data were derived.
 AB1099
 AB1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ052782(NAD 83)
 AB1099_MARKER: DB = BENCH MARK DISK
 AB1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1099_STAMPING: J 617 1942
 AB1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1099+STABILITY: SURFACE MOTION
 AB1099
 AB1099  HISTORY     - Date     Condition        Report By
 AB1099  HISTORY     - 1942     MONUMENTED       CGS
 AB1099
 AB1099                          STATION DESCRIPTION
 AB1099
 AB1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1099'10.0 MI W FROM ARMSTRONG.
 AB1099'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG--
 AB1099'PROCEED 9.6 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1099'MARK.  BENCH MARK IS AT THE SOUTHWEST CORNER OF THE LA PITA CATTLE
 AB1099'CORRALS, ABOUT 400.0 FEET WEST OF THE LA PITA CAMP HOUSE, AND 12.0
 AB1099'FEET NORTH OF THE SOUTHWEST CORNER OF THE CORRALS.  IT IS 3.0 FEET
 AB1099'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5
 AB1099'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1136 ***********************************************************************
 AJ1136  DESIGNATION -  J 618
 AJ1136  PID         -  AJ1136
 AJ1136  STATE/COUNTY-  TX/BROOKS
 AJ1136  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ1136
 AJ1136                         *CURRENT SURVEY CONTROL
 AJ1136  ___________________________________________________________________
 AJ1136* NAD 83(1986)-  27 02 32.     (N)    098 00 56.     (W)     SCALED    
 AJ1136* NAVD 88     -        22.991  (meters)      75.43   (feet)  ADJUSTED  
 AJ1136  ___________________________________________________________________
 AJ1136  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AJ1136  DYNAMIC HT  -          22.954 (meters)      75.31  (feet)  COMP
 AJ1136  MODELED GRAV-     979,066.0   (mgal)                       NAVD 88
 AJ1136
 AJ1136  VERT ORDER  -  SECOND    CLASS 0
 AJ1136
 AJ1136.The horizontal coordinates were scaled from a topographic map and have
 AJ1136.an estimated accuracy of +/- 6 seconds.
 AJ1136
 AJ1136.The orthometric height was determined by differential leveling
 AJ1136.and adjusted by the National Geodetic Survey in June 1991..
 AJ1136
 AJ1136.The geoid height was determined by GEOID03.
 AJ1136
 AJ1136.The dynamic height is computed by dividing the NAVD 88
 AJ1136.geopotential number by the normal gravity value computed on the
 AJ1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1136.degrees latitude (g = 980.6199 gals.).
 AJ1136
 AJ1136.The modeled gravity was interpolated from observed gravity values.
 AJ1136
 AJ1136;                    North         East    Units  Estimated Accuracy
 AJ1136;SPC TX S     - 5,152,490.      348,060.      MT  (+/- 180 meters Scaled)
 AJ1136
 AJ1136                          SUPERSEDED SURVEY CONTROL
 AJ1136
 AJ1136  NGVD 29 (??/??/92)   23.090  (m)           75.75   (f) ADJ UNCH    2 0
 AJ1136
 AJ1136.Superseded values are not recommended for survey control.
 AJ1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1136.See file dsdata.txt to determine how the superseded data were derived.
 AJ1136
 AJ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ976914(NAD 83)
 AJ1136_MARKER: DB = BENCH MARK DISK
 AJ1136_SETTING: 0 = UNSPECIFIED SETTING
 AJ1136_STAMPING: J 618 1942
 AJ1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1136
 AJ1136  HISTORY     - Date     Condition        Report By
 AJ1136  HISTORY     - 1942     MONUMENTED       CGS
 AJ1136  HISTORY     - 1962     GOOD             USGS
 AJ1136
 AJ1136                          STATION DESCRIPTION
 AJ1136
 AJ1136'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ1136'13.3 MI SE FROM BARROSO.
 AJ1136'TO REACH FROM THE COURTHOUSE IN FALFURRIAS, BROOKS COUNTY, PROCEED
 AJ1136'SOUTH ON U.S. HIGHWAY 281 FOR 9.6 MILES TO GATEKEEPERS HOUSES ON BOTH
 AJ1136'SIDES OF THE HIGHWAY, EAST-SOUTHEAST 6.3 MILES ON A PAVED ROAD TO AN
 AJ1136'OILED Y-ROAD LEFT, NORTH-NORTHEAST 1.8 MILES TO A RANCH ROAD EAST,
 AJ1136'EAST 1.1 MILES TO A POINT 0.4 MILE WEST OF A WINDMILL AND SOUTH OF A
 AJ1136'LARGE MESQUITE TREE ON THE EAST SIDE OF WHICH IS THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1124 ***********************************************************************
 AB1124  DESIGNATION -  J 619
 AB1124  PID         -  AB1124
 AB1124  STATE/COUNTY-  TX/KENEDY
 AB1124  USGS QUAD   -  NORIAS (1982)
 AB1124
 AB1124                         *CURRENT SURVEY CONTROL
 AB1124  ___________________________________________________________________
 AB1124* NAD 83(1986)-  26 46 25.     (N)    097 49 08.     (W)     SCALED    
 AB1124* NAVD 88     -         9.406  (meters)      30.86   (feet)  ADJUSTED  
 AB1124  ___________________________________________________________________
 AB1124  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 AB1124  DYNAMIC HT  -           9.391 (meters)      30.81  (feet)  COMP
 AB1124  MODELED GRAV-     979,064.3   (mgal)                       NAVD 88
 AB1124
 AB1124  VERT ORDER  -  SECOND    CLASS 0
 AB1124
 AB1124.The horizontal coordinates were scaled from a topographic map and have
 AB1124.an estimated accuracy of +/- 6 seconds.
 AB1124
 AB1124.The orthometric height was determined by differential leveling
 AB1124.and adjusted by the National Geodetic Survey in June 1991..
 AB1124
 AB1124.The geoid height was determined by GEOID03.
 AB1124
 AB1124.The dynamic height is computed by dividing the NAVD 88
 AB1124.geopotential number by the normal gravity value computed on the
 AB1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1124.degrees latitude (g = 980.6199 gals.).
 AB1124
 AB1124.The modeled gravity was interpolated from observed gravity values.
 AB1124
 AB1124;                    North         East    Units  Estimated Accuracy
 AB1124;SPC TX S     - 5,122,820.      367,730.      MT  (+/- 180 meters Scaled)
 AB1124
 AB1124                          SUPERSEDED SURVEY CONTROL
 AB1124
 AB1124  NGVD 29 (??/??/92)    9.493  (m)           31.14   (f) ADJ UNCH    2 0
 AB1124
 AB1124.Superseded values are not recommended for survey control.
 AB1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1124.See file dsdata.txt to determine how the superseded data were derived.
 AB1124
 AB1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ174619(NAD 83)
 AB1124_MARKER: DB = BENCH MARK DISK
 AB1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1124_STAMPING: J 619 1942
 AB1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1124+STABILITY: SURFACE MOTION
 AB1124
 AB1124  HISTORY     - Date     Condition        Report By
 AB1124  HISTORY     - 1942     MONUMENTED       CGS
 AB1124
 AB1124                          STATION DESCRIPTION
 AB1124
 AB1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1124'3.0 MI W FROM NORRIAS.
 AB1124'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1124'PROCEED 3.0 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1124'MARK.  BENCH MARK IS AT THE NORTHEAST CORNER OF WOVEN WIRE FENCE
 AB1124'AROUND PASTURE, 16.0 FEET WEST OF THE FENCE CORNER AND 18.0 FEET SOUTH
 AB1124'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. IT IS
 AB1124'3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.5 FEET SOUTH OF
 AB1124'THE FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0799 ***********************************************************************
 AJ0799  DESIGNATION -  J 62
 AJ0799  PID         -  AJ0799
 AJ0799  STATE/COUNTY-  TX/ZAPATA
 AJ0799  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0799
 AJ0799                         *CURRENT SURVEY CONTROL
 AJ0799  ___________________________________________________________________
 AJ0799* NAD 83(1986)-  27 02 39.     (N)    099 26 31.     (W)     SCALED    
 AJ0799* NAVD 88     -        99.686  (meters)     327.05   (feet)  ADJUSTED  
 AJ0799  ___________________________________________________________________
 AJ0799  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AJ0799  DYNAMIC HT  -          99.527 (meters)     326.53  (feet)  COMP
 AJ0799  MODELED GRAV-     979,043.7   (mgal)                       NAVD 88
 AJ0799
 AJ0799  VERT ORDER  -  FIRST     CLASS II
 AJ0799
 AJ0799.The horizontal coordinates were scaled from a topographic map and have
 AJ0799.an estimated accuracy of +/- 6 seconds.
 AJ0799
 AJ0799.The orthometric height was determined by differential leveling
 AJ0799.and adjusted by the National Geodetic Survey in June 1991..
 AJ0799
 AJ0799.The geoid height was determined by GEOID03.
 AJ0799
 AJ0799.The dynamic height is computed by dividing the NAVD 88
 AJ0799.geopotential number by the normal gravity value computed on the
 AJ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0799.degrees latitude (g = 980.6199 gals.).
 AJ0799
 AJ0799.The modeled gravity was interpolated from observed gravity values.
 AJ0799
 AJ0799;                    North         East    Units  Estimated Accuracy
 AJ0799;SPC TX S     - 5,152,960.      206,560.      MT  (+/- 180 meters Scaled)
 AJ0799
 AJ0799                          SUPERSEDED SURVEY CONTROL
 AJ0799
 AJ0799  NGVD 29 (??/??/92)   99.745  (m)          327.25   (f) ADJ UNCH    1 2
 AJ0799
 AJ0799.Superseded values are not recommended for survey control.
 AJ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0799.See file dsdata.txt to determine how the superseded data were derived.
 AJ0799
 AJ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ561914(NAD 83)
 AJ0799_MARKER: DB = BENCH MARK DISK
 AJ0799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0799_SP_SET: BUILDING
 AJ0799_STAMPING: J 62 1918 ELEV 327.22 FT
 AJ0799_MARK LOGO: CGS   
 AJ0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0799
 AJ0799  HISTORY     - Date     Condition        Report By
 AJ0799  HISTORY     - 1918     MONUMENTED       CGS
 AJ0799  HISTORY     - 1956     GOOD             NGS
 AJ0799  HISTORY     - 1981     GOOD             NGS
 AJ0799
 AJ0799                          STATION DESCRIPTION
 AJ0799
 AJ0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AJ0799'IN SAN YGNACIO.
 AJ0799'AT SAN YGNACIO, 102 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 AJ0799'CATHOLIC CHURCH, 17 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 83
 AJ0799'(BUSINESS ROUTE), 0.9 FOOT NORTH OF THE SOUTHEAST CORNER OF A STUCCOED
 AJ0799'BRICK BUILDING, 2.6 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE
 AJ0799'EAST WALL OF THE BUILDING.
 AJ0799
 AJ0799                          STATION RECOVERY (1981)
 AJ0799
 AJ0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0799'NOTE, 0.9 KM (3 FT) BELOW A MEMORIAL PLAQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0381 ***********************************************************************
 AJ0381  DESIGNATION -  J 622
 AJ0381  PID         -  AJ0381
 AJ0381  STATE/COUNTY-  TX/DUVAL
 AJ0381  USGS QUAD   -  RAMIREZ (1969)
 AJ0381
 AJ0381                         *CURRENT SURVEY CONTROL
 AJ0381  ___________________________________________________________________
 AJ0381* NAD 83(1986)-  27 19 13.     (N)    098 24 22.     (W)     SCALED    
 AJ0381* NAVD 88     -       107.781  (meters)     353.61   (feet)  ADJUSTED  
 AJ0381  ___________________________________________________________________
 AJ0381  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AJ0381  DYNAMIC HT  -         107.610 (meters)     353.05  (feet)  COMP
 AJ0381  MODELED GRAV-     979,062.7   (mgal)                       NAVD 88
 AJ0381
 AJ0381  VERT ORDER  -  SECOND    CLASS 0
 AJ0381
 AJ0381.The horizontal coordinates were scaled from a topographic map and have
 AJ0381.an estimated accuracy of +/- 6 seconds.
 AJ0381
 AJ0381.The orthometric height was determined by differential leveling
 AJ0381.and adjusted by the National Geodetic Survey in June 1991..
 AJ0381
 AJ0381.The geoid height was determined by GEOID03.
 AJ0381
 AJ0381.The dynamic height is computed by dividing the NAVD 88
 AJ0381.geopotential number by the normal gravity value computed on the
 AJ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0381.degrees latitude (g = 980.6199 gals.).
 AJ0381
 AJ0381.The modeled gravity was interpolated from observed gravity values.
 AJ0381
 AJ0381;                    North         East    Units  Estimated Accuracy
 AJ0381;SPC TX S     - 5,183,210.      309,290.      MT  (+/- 180 meters Scaled)
 AJ0381
 AJ0381                          SUPERSEDED SURVEY CONTROL
 AJ0381
 AJ0381  NGVD 29 (??/??/92)  107.89   (m)          354.0    (f) COMPUTED    2 0
 AJ0381
 AJ0381.Superseded values are not recommended for survey control.
 AJ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0381.See file dsdata.txt to determine how the superseded data were derived.
 AJ0381
 AJ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR587220(NAD 83)
 AJ0381_MARKER: DB = BENCH MARK DISK
 AJ0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0381_STAMPING: J 622 1942
 AJ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0381+STABILITY: SURFACE MOTION
 AJ0381
 AJ0381  HISTORY     - Date     Condition        Report By
 AJ0381  HISTORY     - 1942     MONUMENTED       CGS
 AJ0381  HISTORY     - 1969     GOOD             USGS
 AJ0381
 AJ0381                          STATION DESCRIPTION
 AJ0381
 AJ0381'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AJ0381'1.8 MI S FROM RAMIREZ.
 AJ0381'FROM THE SCHOOL HOUSE AT RAMIREZ, SOUTH ALONG A DIRT ROAD A DISTANCE
 AJ0381'OF 0.4 MILES TO A T INTERSECTION.  TURN LEFT (EAST) AND CONTINUE ON
 AJ0381'DIRT ROAD A DISTANCE OF 0.35 MILES TO A RIGHT ANGLE TURN LEADING
 AJ0381'SOUTH, CONTINUE ON MAIN ROAD A DISTANCE OF 1.3 MILES TO THE MARK, 20
 AJ0381'FEET EAST OF MAIN ROAD, 18 FEET WEST OF A FENCE, 4 FEET SOUTH OF A
 AJ0381'METAL WITNESS POST, 420 FEET NORTH OF A DIRT LAND HEADING EAST.
 AJ0381'STANDARD DISK, STAMPED J 622 1942, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0170 ***********************************************************************
 AJ0170  DESIGNATION -  J 624
 AJ0170  PID         -  AJ0170
 AJ0170  STATE/COUNTY-  TX/JIM WELLS
 AJ0170  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0170
 AJ0170                         *CURRENT SURVEY CONTROL
 AJ0170  ___________________________________________________________________
 AJ0170* NAD 83(1986)-  27 41 14.     (N)    098 08 22.     (W)     SCALED    
 AJ0170* NAVD 88     -        71.095  (meters)     233.25   (feet)  ADJUSTED  
 AJ0170  ___________________________________________________________________
 AJ0170  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AJ0170  DYNAMIC HT  -          70.984 (meters)     232.89  (feet)  COMP
 AJ0170  MODELED GRAV-     979,091.9   (mgal)                       NAVD 88
 AJ0170
 AJ0170  VERT ORDER  -  SECOND    CLASS 0
 AJ0170
 AJ0170.The horizontal coordinates were scaled from a topographic map and have
 AJ0170.an estimated accuracy of +/- 6 seconds.
 AJ0170
 AJ0170.The orthometric height was determined by differential leveling
 AJ0170.and adjusted by the National Geodetic Survey in June 1991..
 AJ0170
 AJ0170.The geoid height was determined by GEOID03.
 AJ0170
 AJ0170.The dynamic height is computed by dividing the NAVD 88
 AJ0170.geopotential number by the normal gravity value computed on the
 AJ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0170.degrees latitude (g = 980.6199 gals.).
 AJ0170
 AJ0170.The modeled gravity was interpolated from observed gravity values.
 AJ0170
 AJ0170;                    North         East    Units  Estimated Accuracy
 AJ0170;SPC TX S     - 5,223,920.      335,570.      MT  (+/- 180 meters Scaled)
 AJ0170
 AJ0170                          SUPERSEDED SURVEY CONTROL
 AJ0170
 AJ0170  NGVD 29 (??/??/92)   71.18   (m)          233.5    (f) COMPUTED    2 0
 AJ0170
 AJ0170.Superseded values are not recommended for survey control.
 AJ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0170.See file dsdata.txt to determine how the superseded data were derived.
 AJ0170
 AJ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR848628(NAD 83)
 AJ0170_MARKER: DB = BENCH MARK DISK
 AJ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0170_STAMPING: J 624 1942
 AJ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0170+STABILITY: SURFACE MOTION
 AJ0170
 AJ0170  HISTORY     - Date     Condition        Report By
 AJ0170  HISTORY     - 1942     MONUMENTED       CGS
 AJ0170  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0170
 AJ0170                          STATION DESCRIPTION
 AJ0170
 AJ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0170'6.7 MI NW FROM BEN BOLT.
 AJ0170'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT BEN BOLT--
 AJ0170'PROCEED 3.4 MILES WESTERLY ALONG ROAD TO INTERSECTION OF ROAD LEADING
 AJ0170'NORTH.  THENCE, GO 2.6 MILES NORTH ALONG ROAD TO SHARP CURVE. THENCE,
 AJ0170'GO 0.7 MILE WEST ALONG ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AJ0170'ABOUT 225.0 FEET WEST OF A FARM HOUSE, 25.0 FEET SOUTH OF AND ABOUT
 AJ0170'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 3.0 FEET WEST
 AJ0170'OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF FENCE. THE
 AJ0170'MONUMENT PROJECTS 0.5 FOOT.
 AJ0170
 AJ0170                          STATION RECOVERY (1963)
 AJ0170
 AJ0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0423 ***********************************************************************
 AJ0423  DESIGNATION -  J 625
 AJ0423  PID         -  AJ0423
 AJ0423  STATE/COUNTY-  TX/BROOKS
 AJ0423  USGS QUAD   -  PALOMAS RANCH (1968)
 AJ0423
 AJ0423                         *CURRENT SURVEY CONTROL
 AJ0423  ___________________________________________________________________
 AJ0423* NAD 83(1986)-  27 10 02.     (N)    098 21 29.     (W)     SCALED    
 AJ0423* NAVD 88     -        79.017  (meters)     259.24   (feet)  ADJUSTED  
 AJ0423  ___________________________________________________________________
 AJ0423  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AJ0423  DYNAMIC HT  -          78.891 (meters)     258.83  (feet)  COMP
 AJ0423  MODELED GRAV-     979,053.8   (mgal)                       NAVD 88
 AJ0423
 AJ0423  VERT ORDER  -  SECOND    CLASS 0
 AJ0423
 AJ0423.The horizontal coordinates were scaled from a topographic map and have
 AJ0423.an estimated accuracy of +/- 6 seconds.
 AJ0423
 AJ0423.The orthometric height was determined by differential leveling
 AJ0423.and adjusted by the National Geodetic Survey in June 1991..
 AJ0423
 AJ0423.The geoid height was determined by GEOID03.
 AJ0423
 AJ0423.The dynamic height is computed by dividing the NAVD 88
 AJ0423.geopotential number by the normal gravity value computed on the
 AJ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0423.degrees latitude (g = 980.6199 gals.).
 AJ0423
 AJ0423.The modeled gravity was interpolated from observed gravity values.
 AJ0423
 AJ0423;                    North         East    Units  Estimated Accuracy
 AJ0423;SPC TX S     - 5,166,260.      314,070.      MT  (+/- 180 meters Scaled)
 AJ0423
 AJ0423                          SUPERSEDED SURVEY CONTROL
 AJ0423
 AJ0423  NGVD 29 (??/??/92)   79.094  (m)          259.49   (f) ADJ UNCH    2 0
 AJ0423
 AJ0423.Superseded values are not recommended for survey control.
 AJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0423.See file dsdata.txt to determine how the superseded data were derived.
 AJ0423
 AJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR635051(NAD 83)
 AJ0423_MARKER: DB = BENCH MARK DISK
 AJ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0423_STAMPING: J 625 1942
 AJ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0423+STABILITY: SURFACE MOTION
 AJ0423
 AJ0423  HISTORY     - Date     Condition        Report By
 AJ0423  HISTORY     - 1942     MONUMENTED       CGS
 AJ0423  HISTORY     - 1968     GOOD             USGS
 AJ0423
 AJ0423                          STATION DESCRIPTION
 AJ0423
 AJ0423'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0423'17.0 MI SW FROM FALFURRIAS.
 AJ0423'17.0 MILES WEST-SOUTHWEST OF FALFURRIAS, BROOKS COUNTY, BENCH MARK MAY
 AJ0423'BE REACHED FROM THE COUNTY COURT HOUSE BY GOING 2.5 MILES SOUTH ALONG
 AJ0423'U.S. HIGHWAY 281, THENCE, 11.9 MILES SOUTHWEST ALONG THE PAVED
 AJ0423'BALUARTE CREEK RD, THENCE 2.2 MILES NORTHWEST ALONG A DIRT ROAD
 AJ0423'FOLLOWING BALUARTE CREEK.  IT IS 1.0 MILE WEST OF A BUILDING AND
 AJ0423'WINDMILL, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF
 AJ0423'A FENCE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  A STANDARD
 AJ0423'DISK, STAMPED J 625 1942 AND SET IN THE TOP OF A CONCRETE POST
 AJ0423'PROJECTING 0.3 FOOT ABOVE GROUNDOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0515 ***********************************************************************
 AJ0515  DESIGNATION -  J 626
 AJ0515  PID         -  AJ0515
 AJ0515  STATE/COUNTY-  TX/JIM HOGG
 AJ0515  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0515
 AJ0515                         *CURRENT SURVEY CONTROL
 AJ0515  ___________________________________________________________________
 AJ0515* NAD 83(1986)-  27 11 23.     (N)    098 34 27.     (W)     SCALED    
 AJ0515* NAVD 88     -       135.393  (meters)     444.20   (feet)  ADJUSTED  
 AJ0515  ___________________________________________________________________
 AJ0515  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AJ0515  DYNAMIC HT  -         135.177 (meters)     443.49  (feet)  COMP
 AJ0515  MODELED GRAV-     979,047.1   (mgal)                       NAVD 88
 AJ0515
 AJ0515  VERT ORDER  -  SECOND    CLASS 0
 AJ0515
 AJ0515.The horizontal coordinates were scaled from a topographic map and have
 AJ0515.an estimated accuracy of +/- 6 seconds.
 AJ0515
 AJ0515.The orthometric height was determined by differential leveling
 AJ0515.and adjusted by the National Geodetic Survey in June 1991..
 AJ0515
 AJ0515.The geoid height was determined by GEOID03.
 AJ0515
 AJ0515.The dynamic height is computed by dividing the NAVD 88
 AJ0515.geopotential number by the normal gravity value computed on the
 AJ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0515.degrees latitude (g = 980.6199 gals.).
 AJ0515
 AJ0515.The modeled gravity was interpolated from observed gravity values.
 AJ0515
 AJ0515;                    North         East    Units  Estimated Accuracy
 AJ0515;SPC TX S     - 5,168,740.      292,650.      MT  (+/- 180 meters Scaled)
 AJ0515
 AJ0515                          SUPERSEDED SURVEY CONTROL
 AJ0515
 AJ0515  NGVD 29 (??/??/92)  135.439  (m)          444.35   (f) ADJ UNCH    2 0
 AJ0515
 AJ0515.Superseded values are not recommended for survey control.
 AJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0515.See file dsdata.txt to determine how the superseded data were derived.
 AJ0515
 AJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR421075(NAD 83)
 AJ0515_MARKER: DB = BENCH MARK DISK
 AJ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0515_STAMPING: J 626 1942
 AJ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0515+STABILITY: SURFACE MOTION
 AJ0515
 AJ0515  HISTORY     - Date     Condition        Report By
 AJ0515  HISTORY     - 1942     MONUMENTED       CGS
 AJ0515  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0515
 AJ0515                          STATION DESCRIPTION
 AJ0515
 AJ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0515'12.7 MI SE FROM HEBBRONVILLE.
 AJ0515'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0515'PROCEED 9.2 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTA VISTA TO
 AJ0515'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 3.5 MILES EASTERLY
 AJ0515'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.1
 AJ0515'MILE WEST OF INTERSECTION OF ROAD LEADING INTO A FIELD ON THE SOUTH
 AJ0515'SIDE OF THE ROAD, ABOUT 195.0 NORTH OF A PASTURE FENCE, 12.0 FEET
 AJ0515'SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS
 AJ0515'2.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AJ0515'0.3 FOOT.
 AJ0515
 AJ0515                          STATION RECOVERY (1972)
 AJ0515
 AJ0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0400 ***********************************************************************
 AJ0400  DESIGNATION -  J 627
 AJ0400  PID         -  AJ0400
 AJ0400  STATE/COUNTY-  TX/BROOKS
 AJ0400  USGS QUAD   -  PALOMAS RANCH NW (1968)
 AJ0400
 AJ0400                         *CURRENT SURVEY CONTROL
 AJ0400  ___________________________________________________________________
 AJ0400* NAD 83(1986)-  27 10 18.     (N)    098 24 53.     (W)     SCALED    
 AJ0400* NAVD 88     -       100.607  (meters)     330.07   (feet)  ADJUSTED  
 AJ0400  ___________________________________________________________________
 AJ0400  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AJ0400  DYNAMIC HT  -         100.446 (meters)     329.55  (feet)  COMP
 AJ0400  MODELED GRAV-     979,051.6   (mgal)                       NAVD 88
 AJ0400
 AJ0400  VERT ORDER  -  SECOND    CLASS 0
 AJ0400
 AJ0400.The horizontal coordinates were scaled from a topographic map and have
 AJ0400.an estimated accuracy of +/- 6 seconds.
 AJ0400
 AJ0400.The orthometric height was determined by differential leveling
 AJ0400.and adjusted by the National Geodetic Survey in June 1991..
 AJ0400
 AJ0400.The geoid height was determined by GEOID03.
 AJ0400
 AJ0400.The dynamic height is computed by dividing the NAVD 88
 AJ0400.geopotential number by the normal gravity value computed on the
 AJ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0400.degrees latitude (g = 980.6199 gals.).
 AJ0400
 AJ0400.The modeled gravity was interpolated from observed gravity values.
 AJ0400
 AJ0400;                    North         East    Units  Estimated Accuracy
 AJ0400;SPC TX S     - 5,166,740.      308,450.      MT  (+/- 180 meters Scaled)
 AJ0400
 AJ0400                          SUPERSEDED SURVEY CONTROL
 AJ0400
 AJ0400  NGVD 29 (??/??/92)  100.684  (m)          330.33   (f) ADJ UNCH    2 0
 AJ0400
 AJ0400.Superseded values are not recommended for survey control.
 AJ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0400.See file dsdata.txt to determine how the superseded data were derived.
 AJ0400
 AJ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR579055(NAD 83)
 AJ0400_MARKER: DB = BENCH MARK DISK
 AJ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0400_STAMPING: J 627 1942
 AJ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0400+STABILITY: SURFACE MOTION
 AJ0400
 AJ0400  HISTORY     - Date     Condition        Report By
 AJ0400  HISTORY     - 1942     MONUMENTED       CGS
 AJ0400  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0400
 AJ0400                          STATION DESCRIPTION
 AJ0400
 AJ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0400'22.6 MI SW FROM FALFURRIAS.
 AJ0400'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 15.6
 AJ0400'MILES WESTERLY ALONG STATE HIGHWAY NO. 285 TO THE INTERSECTION OF ROAD
 AJ0400'LEADING SOUTHERLY TO SEJITA.  THENCE, GO 7.0 MILES SOUTHERLY ALONG
 AJ0400'TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 300.0
 AJ0400'FEET EAST OF A SMALL GROVE OF LIVE OAK TREES, 14.0 FEET EAST OF AND
 AJ0400'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 2.0
 AJ0400'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AJ0400'0.4 FOOT.  IT IS ABOUT 0.3 MILE SOUTH OF PALO BLANCO CREEK.
 AJ0400
 AJ0400                          STATION RECOVERY (1968)
 AJ0400
 AJ0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0125 ***********************************************************************
 AE0125  DESIGNATION -  J 628
 AE0125  PID         -  AE0125
 AE0125  STATE/COUNTY-  TX/BROOKS
 AE0125  USGS QUAD   -  TACUBAYA (1993)
 AE0125
 AE0125                         *CURRENT SURVEY CONTROL
 AE0125  ___________________________________________________________________
 AE0125* NAD 83(1986)-  26 55 01.     (N)    098 18 47.     (W)     SCALED    
 AE0125* NAVD 88     -        90.192  (meters)     295.90   (feet)  ADJUSTED  
 AE0125  ___________________________________________________________________
 AE0125  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AE0125  DYNAMIC HT  -          90.046 (meters)     295.43  (feet)  COMP
 AE0125  MODELED GRAV-     979,031.4   (mgal)                       NAVD 88
 AE0125
 AE0125  VERT ORDER  -  SECOND    CLASS 0
 AE0125
 AE0125.The horizontal coordinates were scaled from a topographic map and have
 AE0125.an estimated accuracy of +/- 6 seconds.
 AE0125
 AE0125.The orthometric height was determined by differential leveling
 AE0125.and adjusted by the National Geodetic Survey in June 1991..
 AE0125
 AE0125.The geoid height was determined by GEOID03.
 AE0125
 AE0125.The dynamic height is computed by dividing the NAVD 88
 AE0125.geopotential number by the normal gravity value computed on the
 AE0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0125.degrees latitude (g = 980.6199 gals.).
 AE0125
 AE0125.The modeled gravity was interpolated from observed gravity values.
 AE0125
 AE0125;                    North         East    Units  Estimated Accuracy
 AE0125;SPC TX S     - 5,138,530.      318,570.      MT  (+/- 180 meters Scaled)
 AE0125
 AE0125                          SUPERSEDED SURVEY CONTROL
 AE0125
 AE0125  NGVD 29 (??/??/92)   90.254  (m)          296.11   (f) ADJ UNCH    2 0
 AE0125
 AE0125.Superseded values are not recommended for survey control.
 AE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0125.See file dsdata.txt to determine how the superseded data were derived.
 AE0125
 AE0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ682774(NAD 83)
 AE0125_MARKER: DB = BENCH MARK DISK
 AE0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0125_STAMPING: J 628 1942
 AE0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0125+STABILITY: SURFACE MOTION
 AE0125
 AE0125  HISTORY     - Date     Condition        Report By
 AE0125  HISTORY     - 1942     MONUMENTED       CGS
 AE0125
 AE0125                          STATION DESCRIPTION
 AE0125
 AE0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0125'12.0 MI W FROM RACHAL.
 AE0125'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0125'PROCEED 12.0 MILES WESTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH
 AE0125'MARK.  BENCH MARK IS ABOUT 0.4 MILE WEST OF INTERSECTION OF ROAD
 AE0125'LEADING SOUTH, 20.0 FEET SOUTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AE0125'CENTERLINE OF THE ROAD.  IT IS 3.0 FEET EAST OF A TELEPHONE POLE, 3.0
 AE0125'FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND IN LINE WITH TELEPHONE
 AE0125'LINE.  THE MONUMENT PROJECTS 0.6 FOOT.  ALSO 0.1 MILE EAST OF
 AE0125'INTERSECTION OF ROAD LEADING NORTHERLY TO PASOTEX PIPE LINE CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0057 ***********************************************************************
 AE0057  DESIGNATION -  J 630
 AE0057  PID         -  AE0057
 AE0057  STATE/COUNTY-  TX/HIDALGO
 AE0057  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0057
 AE0057                         *CURRENT SURVEY CONTROL
 AE0057  ___________________________________________________________________
 AE0057* NAD 83(1986)-  26 37 22.     (N)    098 18 57.     (W)     SCALED    
 AE0057* NAVD 88     -        58.317  (meters)     191.33   (feet)  ADJUSTED  
 AE0057  ___________________________________________________________________
 AE0057  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 AE0057  DYNAMIC HT  -          58.222 (meters)     191.02  (feet)  COMP
 AE0057  MODELED GRAV-     979,023.7   (mgal)                       NAVD 88
 AE0057
 AE0057  VERT ORDER  -  SECOND    CLASS 0
 AE0057
 AE0057.The horizontal coordinates were scaled from a topographic map and have
 AE0057.an estimated accuracy of +/- 6 seconds.
 AE0057
 AE0057.The orthometric height was determined by differential leveling
 AE0057.and adjusted by the National Geodetic Survey in June 1991..
 AE0057
 AE0057.The geoid height was determined by GEOID03.
 AE0057
 AE0057.The dynamic height is computed by dividing the NAVD 88
 AE0057.geopotential number by the normal gravity value computed on the
 AE0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0057.degrees latitude (g = 980.6199 gals.).
 AE0057
 AE0057.The modeled gravity was interpolated from observed gravity values.
 AE0057
 AE0057;                    North         East    Units  Estimated Accuracy
 AE0057;SPC TX S     - 5,105,940.      318,340.      MT  (+/- 180 meters Scaled)
 AE0057
 AE0057                          SUPERSEDED SURVEY CONTROL
 AE0057
 AE0057  NGVD 29 (??/??/92)   58.409  (m)          191.63   (f) ADJ UNCH    2 0
 AE0057
 AE0057.Superseded values are not recommended for survey control.
 AE0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0057.See file dsdata.txt to determine how the superseded data were derived.
 AE0057
 AE0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ681448(NAD 83)
 AE0057_MARKER: DB = BENCH MARK DISK
 AE0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0057_STAMPING: J 630 1942
 AE0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0057+STABILITY: SURFACE MOTION
 AE0057
 AE0057  HISTORY     - Date     Condition        Report By
 AE0057  HISTORY     - 1942     MONUMENTED       CGS
 AE0057  HISTORY     - 1972     POOR             USGS
 AE0057  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0057
 AE0057                          STATION DESCRIPTION
 AE0057
 AE0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0057'14.5 MI E FROM SANTA ELENA.
 AE0057'TO REACH FROM THE POST OFFICE AT SANTA ELENA-- PROCEED 14.5 MILES
 AE0057'EASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCHMARK IS
 AE0057'ABOUT 1.0 MILE EAST OF SAM LANE SCHOOL HOUSE, ABOUT 0.2 MILE WEST OF A
 AE0057'FARM HOUSE AND 26.0 FEET SOUTH OF AND ABOUT 3.0 FEET ABOVE THE
 AE0057'CENTERLINE OF THE ROAD.  IT IS 2.0 FEET EAST OF A FENCE CORNER, 1.0
 AE0057'FOOT SOUTH OF FENCE AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AE0057'POST.  THE MONUMENT PROJECTS 0.3 FOOT.  NOTE-- BENCH MARK IS 11.7
 AE0057'MILES WEST OF LINN, TEXAS.
 AE0057
 AE0057                          STATION RECOVERY (1972)
 AE0057
 AE0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0057'MARK RECOVERED IN POOR CONDITION.
 AE0057
 AE0057                          STATION RECOVERY (1992)
 AE0057
 AE0057'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4447 ***********************************************************************
 AW4447  DESIGNATION -  J 631
 AW4447  PID         -  AW4447
 AW4447  STATE/COUNTY-  TX/MATAGORDA
 AW4447  USGS QUAD   -  VAN VLECK (1980)
 AW4447
 AW4447                         *CURRENT SURVEY CONTROL
 AW4447  ___________________________________________________________________
 AW4447* NAD 83(1986)-  29 07 10.     (N)    095 58 02.     (W)     SCALED    
 AW4447* NAVD 88     -        20.64   (+/-2cm)      67.7    (feet)  VERTCON   
 AW4447  ___________________________________________________________________
 AW4447  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW4447
 AW4447  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4447
 AW4447.The horizontal coordinates were scaled from a topographic map and have
 AW4447.an estimated accuracy of +/- 6 seconds.
 AW4447
 AW4447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4447.The vertical order pertains to the NGVD 29 superseded value.
 AW4447
 AW4447.The geoid height was determined by GEOID03.
 AW4447
 AW4447;                    North         East    Units  Estimated Accuracy
 AW4447;SPC TXSC     - 4,146,360.      895,100.      MT  (+/- 180 meters Scaled)
 AW4447
 AW4447                          SUPERSEDED SURVEY CONTROL
 AW4447
 AW4447  NGVD 29 (??/??/92)   20.66   (m)           67.8    (f) COMPUTED    2 0
 AW4447
 AW4447.Superseded values are not recommended for survey control.
 AW4447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4447.See file dsdata.txt to determine how the superseded data were derived.
 AW4447
 AW4447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN112248(NAD 83)
 AW4447_MARKER: DB = BENCH MARK DISK
 AW4447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4447_SP_SET: CULVERT
 AW4447_STAMPING: J 631 1942
 AW4447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4447
 AW4447  HISTORY     - Date     Condition        Report By
 AW4447  HISTORY     - 1942     MONUMENTED       CGS
 AW4447  HISTORY     - 1951     MARK NOT FOUND   USGS
 AW4447  HISTORY     - 19961119 MARK NOT FOUND   USPSQD
 AW4447
 AW4447                          STATION DESCRIPTION
 AW4447
 AW4447'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4447'2.7 MI S FROM MAGNET.
 AW4447'TO REACH FROM THE STATION OF MAGNET.  PROCEED 2.7 MILES SOUTHERLY
 AW4447'ALONG THE SANTA FE RAILROAD TRACKS TO SITE OF BENCH MARK.  BENCH MARK
 AW4447'IS 66 FEET EAST OF THE CENTERLINE OF THE RAILROAD TRACK, 15.5 FEET
 AW4447'EAST OF RIGHT-OF-WAY FENCE, IS SET HORIZONTALLY IN NORTHEAST CORNER OF
 AW4447'WEST HEADWALL OF A 4X2-FOOT CULVERT UNDER OLD ROAD GRADE, ABOUT 2 FEET
 AW4447'BELOW CENTERLINE OF RAILROAD AND 0.5 FOOT ABOVE OLD ROAD GRADE. A
 AW4447'STANDARD DISK, STAMPED J 631 1942 AND SET IN A DRILL HOLE.
 AW4447
 AW4447                          STATION RECOVERY (1951)
 AW4447
 AW4447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 AW4447'MARK NOT FOUND.
 AW4447
 AW4447                          STATION RECOVERY (1996)
 AW4447
 AW4447'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0907 ***********************************************************************
 AH0907  DESIGNATION -  J 632
 AH0907  PID         -  AH0907
 AH0907  STATE/COUNTY-  TX/NUECES
 AH0907  USGS QUAD   -  LAURELES RANCH (1975)
 AH0907
 AH0907                         *CURRENT SURVEY CONTROL
 AH0907  ___________________________________________________________________
 AH0907* NAD 83(1986)-  27 35 10.     (N)    097 30 11.     (W)     SCALED    
 AH0907* NAVD 88     -        11.602  (meters)      38.06   (feet)  ADJUSTED  
 AH0907  ___________________________________________________________________
 AH0907  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 AH0907  DYNAMIC HT  -          11.584 (meters)      38.01  (feet)  COMP
 AH0907  MODELED GRAV-     979,117.2   (mgal)                       NAVD 88
 AH0907
 AH0907  VERT ORDER  -  SECOND    CLASS 0
 AH0907
 AH0907.The horizontal coordinates were scaled from a topographic map and have
 AH0907.an estimated accuracy of +/- 6 seconds.
 AH0907
 AH0907.The orthometric height was determined by differential leveling
 AH0907.and adjusted by the National Geodetic Survey in June 1991..
 AH0907
 AH0907.The geoid height was determined by GEOID03.
 AH0907
 AH0907.The dynamic height is computed by dividing the NAVD 88
 AH0907.geopotential number by the normal gravity value computed on the
 AH0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0907.degrees latitude (g = 980.6199 gals.).
 AH0907
 AH0907.The modeled gravity was interpolated from observed gravity values.
 AH0907
 AH0907;                    North         East    Units  Estimated Accuracy
 AH0907;SPC TX S     - 5,213,050.      398,430.      MT  (+/- 180 meters Scaled)
 AH0907
 AH0907                          SUPERSEDED SURVEY CONTROL
 AH0907
 AH0907  NGVD 29 (??/??/92)   11.754  (m)           38.56   (f) ADJ UNCH    2 0
 AH0907
 AH0907.Superseded values are not recommended for survey control.
 AH0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0907.See file dsdata.txt to determine how the superseded data were derived.
 AH0907
 AH0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR477522(NAD 83)
 AH0907_MARKER: DB = BENCH MARK DISK
 AH0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0907_STAMPING: J-632 1942
 AH0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0907+STABILITY: SURFACE MOTION
 AH0907
 AH0907  HISTORY     - Date     Condition        Report By
 AH0907  HISTORY     - 1942     MONUMENTED       CGS
 AH0907  HISTORY     - 1949     GOOD             NGS
 AH0907  HISTORY     - 1953     MARK NOT FOUND   NGS
 AH0907
 AH0907                          STATION DESCRIPTION
 AH0907
 AH0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0907'3.0 MI W FROM CHAPMAN RANCH.
 AH0907'TO REACH FROM CHAPMAN RANCH, PROCEED 3.0 MI. W ON BLACK TOP ROAD TO
 AH0907'ROAD INTERSECTION NEAR SANTA CRUZ RANCH, IN VICINITY OF BENCH MARK.
 AH0907'BENCH MARK IS 240 FT. W OF CENTERLINE OF ROAD LEADING S TO LAURELES
 AH0907'RANCH, 70 FT. E OF THE NE CORNER OF A SMALL BARN, 45 FT. S OF
 AH0907'CENTERLINE OF NUECES COUNTY ROAD NO. 8, 92 FT. NW OF A POWER POLE, AND
 AH0907'6 FT. W OF A 6 IN. X 6 IN. POST PROJECTING 4 FT.   MARK IS A STANDARD
 AH0907'BM DISK SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 AH0907
 AH0907                          STATION RECOVERY (1953)
 AH0907
 AH0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AH0907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0383 ***********************************************************************
 AH0383  DESIGNATION -  J 633
 AH0383  PID         -  AH0383
 AH0383  STATE/COUNTY-  TX/NUECES
 AH0383  USGS QUAD   -  OSO CREEK NW (1975)
 AH0383
 AH0383                         *CURRENT SURVEY CONTROL
 AH0383  ___________________________________________________________________
 AH0383* NAD 83(1986)-  27 41 18.     (N)    097 27 46.     (W)     SCALED    
 AH0383* NAVD 88     -         9.244  (meters)      30.33   (feet)  ADJUSTED  
 AH0383  ___________________________________________________________________
 AH0383  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AH0383  DYNAMIC HT  -           9.230 (meters)      30.28  (feet)  COMP
 AH0383  MODELED GRAV-     979,122.1   (mgal)                       NAVD 88
 AH0383
 AH0383  VERT ORDER  -  SECOND    CLASS 0
 AH0383
 AH0383.The horizontal coordinates were scaled from a topographic map and have
 AH0383.an estimated accuracy of +/- 6 seconds.
 AH0383
 AH0383.The orthometric height was determined by differential leveling
 AH0383.and adjusted by the National Geodetic Survey in June 1991..
 AH0383
 AH0383.The geoid height was determined by GEOID03.
 AH0383
 AH0383.The dynamic height is computed by dividing the NAVD 88
 AH0383.geopotential number by the normal gravity value computed on the
 AH0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0383.degrees latitude (g = 980.6199 gals.).
 AH0383
 AH0383.The modeled gravity was interpolated from observed gravity values.
 AH0383
 AH0383;                    North         East    Units  Estimated Accuracy
 AH0383;SPC TX S     - 5,224,410.      402,310.      MT  (+/- 180 meters Scaled)
 AH0383
 AH0383                          SUPERSEDED SURVEY CONTROL
 AH0383
 AH0383  NGVD 29 (??/??/92)    9.408  (m)           30.87   (f) ADJ UNCH    2 0
 AH0383
 AH0383.Superseded values are not recommended for survey control.
 AH0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0383.See file dsdata.txt to determine how the superseded data were derived.
 AH0383
 AH0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR515636(NAD 83)
 AH0383_MARKER: DB = BENCH MARK DISK
 AH0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0383_STAMPING: J 633 1942
 AH0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0383+STABILITY: SURFACE MOTION
 AH0383
 AH0383  HISTORY     - Date     Condition        Report By
 AH0383  HISTORY     - 1942     MONUMENTED       CGS
 AH0383  HISTORY     - 1961     MARK NOT FOUND   USGS
 AH0383  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0383  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0383  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0383
 AH0383                          STATION DESCRIPTION
 AH0383
 AH0383'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH0383'11.5 MI NE FROM PETRONILLA.
 AH0383'1.0 MILE NORTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT PETRONILLA,
 AH0383'NUECES COUNTY, THENCE 10.5 MILES EAST ALONG A PAVED ROAD. 0.9 MILE
 AH0383'EAST OF LONDON SCHOOL, 0.5 MILE WEST OF A SERVICE STATION AT THE
 AH0383'INTERSECTION OF STATE HIGHWAY 286, 750 FEET WEST OF A T-JUNCTION WITH
 AH0383'A ROAD LEADING SOUTH, 40 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 AH0383'LINE OF THE ROAD, AND 3 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 AH0383'J 633 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AH0383'ABOVE GROUND.  NOTE-- USGS REPORT-- DESCRIBED LOCATION IS NEXT TO A
 AH0383'PLOWED FIELD AND MARK COULD HAVE BEEN DESTROYED BY CULTIVATION.
 AH0383
 AH0383                          STATION RECOVERY (1984)
 AH0383
 AH0383'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0383'MARK NOT FOUND.
 AH0383
 AH0383                          STATION RECOVERY (1997)
 AH0383
 AH0383'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0383'MARK NOT FOUND.
 AH0383
 AH0383                          STATION RECOVERY (2001)
 AH0383
 AH0383'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0555 ***********************************************************************
 AH0555  DESIGNATION -  J 634
 AH0555  PID         -  AH0555
 AH0555  STATE/COUNTY-  TX/KLEBERG
 AH0555  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH0555
 AH0555                         *CURRENT SURVEY CONTROL
 AH0555  ___________________________________________________________________
 AH0555* NAD 83(1986)-  27 28 43.     (N)    097 43 15.     (W)     SCALED    
 AH0555* NAVD 88     -        13.104  (meters)      42.99   (feet)  ADJUSTED  
 AH0555  ___________________________________________________________________
 AH0555  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 AH0555  DYNAMIC HT  -          13.084 (meters)      42.93  (feet)  COMP
 AH0555  MODELED GRAV-     979,104.0   (mgal)                       NAVD 88
 AH0555
 AH0555  VERT ORDER  -  SECOND    CLASS 0
 AH0555
 AH0555.The horizontal coordinates were scaled from a topographic map and have
 AH0555.an estimated accuracy of +/- 6 seconds.
 AH0555
 AH0555.The orthometric height was determined by differential leveling
 AH0555.and adjusted by the National Geodetic Survey in June 1991..
 AH0555
 AH0555.The geoid height was determined by GEOID03.
 AH0555
 AH0555.The dynamic height is computed by dividing the NAVD 88
 AH0555.geopotential number by the normal gravity value computed on the
 AH0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0555.degrees latitude (g = 980.6199 gals.).
 AH0555
 AH0555.The modeled gravity was interpolated from observed gravity values.
 AH0555
 AH0555;                    North         East    Units  Estimated Accuracy
 AH0555;SPC TX S     - 5,200,990.      377,000.      MT  (+/- 180 meters Scaled)
 AH0555
 AH0555                          SUPERSEDED SURVEY CONTROL
 AH0555
 AH0555  NGVD 29 (??/??/92)   13.220  (m)           43.37   (f) ADJ UNCH    2 0
 AH0555
 AH0555.Superseded values are not recommended for survey control.
 AH0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0555.See file dsdata.txt to determine how the superseded data were derived.
 AH0555
 AH0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR263400(NAD 83)
 AH0555_MARKER: DB = BENCH MARK DISK
 AH0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0555_STAMPING: J 634 1942
 AH0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0555+STABILITY: SURFACE MOTION
 AH0555
 AH0555  HISTORY     - Date     Condition        Report By
 AH0555  HISTORY     - 1942     MONUMENTED       CGS
 AH0555  HISTORY     - 1949     GOOD             NGS
 AH0555
 AH0555                          STATION DESCRIPTION
 AH0555
 AH0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0555'10.3 MI SE FROM KINGSVILLE.
 AH0555'LOCATED ON KING RANCH, 10.3 MILES SE OF KINGSVILLE.  FROM JUNCTION OF
 AH0555'US HWY 77 AND ANGLE ROAD 0.4 MILE E OF COUNTY HOSPITAL IN KINGSVILLE,
 AH0555'GO 1.9 MILES DUE E TO T ROAD INTERSECTION, THEN WIND 1.6 MILES ALONG
 AH0555'PAVED ROAD THAT PARALLELS NAVY FIELD FENCE TO LOCKED GATE ENTERING
 AH0555'KING RANCH AT SAN FERNANDO CREEK.  CONTINUE 0.5 MILE E TO ROAD FORK,
 AH0555'TAKE RIGHT FORK AND GO 3.0 MILES SE ALONG GRADED ROAD TO LEONCITAS
 AH0555'WINDMILL, CONTINUE 2.5 MILES SE ALONG EL TELEPHONE RANCH ROAD TO BENCH
 AH0555'MARK.  1.0 MILE NW OF GATE, 42 FT. S OF ROAD C/L, AND 3 FT. W OF A
 AH0555'WITNESS POST.  STANDARD DISK STAMPED J 634 1942 SET IN TOP OF A 6 INCH
 AH0555'SQUARE CONCRETE MONUMENT PROJECTING 0.5 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0583 ***********************************************************************
 AH0583  DESIGNATION -  J 635
 AH0583  PID         -  AH0583
 AH0583  STATE/COUNTY-  TX/KLEBERG
 AH0583  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0583
 AH0583                         *CURRENT SURVEY CONTROL
 AH0583  ___________________________________________________________________
 AH0583* NAD 83(1986)-  27 18 13.     (N)    097 41 07.     (W)     SCALED    
 AH0583* NAVD 88     -         3.279  (meters)      10.76   (feet)  ADJUSTED  
 AH0583  ___________________________________________________________________
 AH0583  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH0583  DYNAMIC HT  -           3.274 (meters)      10.74  (feet)  COMP
 AH0583  MODELED GRAV-     979,100.9   (mgal)                       NAVD 88
 AH0583
 AH0583  VERT ORDER  -  SECOND    CLASS 0
 AH0583
 AH0583.The horizontal coordinates were scaled from a topographic map and have
 AH0583.an estimated accuracy of +/- 6 seconds.
 AH0583
 AH0583.The orthometric height was determined by differential leveling
 AH0583.and adjusted by the National Geodetic Survey in June 1991..
 AH0583
 AH0583.The geoid height was determined by GEOID03.
 AH0583
 AH0583.The dynamic height is computed by dividing the NAVD 88
 AH0583.geopotential number by the normal gravity value computed on the
 AH0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0583.degrees latitude (g = 980.6199 gals.).
 AH0583
 AH0583.The modeled gravity was interpolated from observed gravity values.
 AH0583
 AH0583;                    North         East    Units  Estimated Accuracy
 AH0583;SPC TX S     - 5,181,620.      380,640.      MT  (+/- 180 meters Scaled)
 AH0583
 AH0583                          SUPERSEDED SURVEY CONTROL
 AH0583
 AH0583  NGVD 29 (??/??/92)    3.390  (m)           11.12   (f) ADJ UNCH    2 0
 AH0583
 AH0583.Superseded values are not recommended for survey control.
 AH0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0583.See file dsdata.txt to determine how the superseded data were derived.
 AH0583
 AH0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR300207(NAD 83)
 AH0583_MARKER: DB = BENCH MARK DISK
 AH0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0583_STAMPING: J 635 1942
 AH0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0583+STABILITY: SURFACE MOTION
 AH0583
 AH0583  HISTORY     - Date     Condition        Report By
 AH0583  HISTORY     - 1942     MONUMENTED       CGS
 AH0583  HISTORY     - 1949     GOOD             NGS
 AH0583
 AH0583                          STATION DESCRIPTION
 AH0583
 AH0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0583'9.0 MI E FROM RIVIERA.
 AH0583'STATION 9.0 MILES E OF RIVIERA.  TO REACH, GO 8.0 MILES E ALONG FARM
 AH0583'ROAD 771 (RIVIERA BEACH ROAD) FROM U. S. HIGHWAY NO. 77 AT RIVIERA.
 AH0583'AND THEN 0.9 MILES N TO A RIGHT ANGLE CURVE.  MONUMENT IS ON THE
 AH0583'OUTSIDE OF CURVE 3 FEET S.W. OF FENCE CORNER.  A STANDARD DISK STAMPED
 AH0583'J 635 1942 SET IN TOP OF A 6 X 6 INCH CONCRETE MONUMENT 0.3 FEET ABOVE
 AH0583'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0619 ***********************************************************************
 AH0619  DESIGNATION -  J 637
 AH0619  PID         -  AH0619
 AH0619  STATE/COUNTY-  TX/KENEDY
 AH0619  USGS QUAD   -  LA PARRA RANCH (1975)
 AH0619
 AH0619                         *CURRENT SURVEY CONTROL
 AH0619  ___________________________________________________________________
 AH0619* NAD 83(1986)-  27 12 50.     (N)    097 37 43.     (W)     SCALED    
 AH0619* NAVD 88     -         4.016  (meters)      13.18   (feet)  ADJUSTED  
 AH0619  ___________________________________________________________________
 AH0619  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AH0619  DYNAMIC HT  -           4.010 (meters)      13.16  (feet)  COMP
 AH0619  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 AH0619
 AH0619  VERT ORDER  -  SECOND    CLASS 0
 AH0619
 AH0619.The horizontal coordinates were scaled from a topographic map and have
 AH0619.an estimated accuracy of +/- 6 seconds.
 AH0619
 AH0619.The orthometric height was determined by differential leveling
 AH0619.and adjusted by the National Geodetic Survey in June 1991..
 AH0619
 AH0619.The geoid height was determined by GEOID03.
 AH0619
 AH0619.The dynamic height is computed by dividing the NAVD 88
 AH0619.geopotential number by the normal gravity value computed on the
 AH0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0619.degrees latitude (g = 980.6199 gals.).
 AH0619
 AH0619.The modeled gravity was interpolated from observed gravity values.
 AH0619
 AH0619;                    North         East    Units  Estimated Accuracy
 AH0619;SPC TX S     - 5,171,720.      386,320.      MT  (+/- 180 meters Scaled)
 AH0619
 AH0619                          SUPERSEDED SURVEY CONTROL
 AH0619
 AH0619  NGVD 29 (??/??/92)    4.104  (m)           13.46   (f) ADJ UNCH    2 0
 AH0619
 AH0619.Superseded values are not recommended for survey control.
 AH0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0619.See file dsdata.txt to determine how the superseded data were derived.
 AH0619
 AH0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR358108(NAD 83)
 AH0619_MARKER: DB = BENCH MARK DISK
 AH0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0619_STAMPING: J 637 1942
 AH0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0619+STABILITY: SURFACE MOTION
 AH0619
 AH0619  HISTORY     - Date     Condition        Report By
 AH0619  HISTORY     - 1942     MONUMENTED       CGS
 AH0619  HISTORY     - 1949     GOOD             NGS
 AH0619
 AH0619                          STATION DESCRIPTION
 AH0619
 AH0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0619'10 MI E FROM SARITA.
 AH0619'LOCATED ON KENEDY RANCH, 10 MILES E OF SARITA.  TO REACH FROM POST
 AH0619'OFFICE IN SARITA, GO E ALONG DIRT ROAD 5.8 MILES TO Y JUST W OF RANCH
 AH0619'HOUSE, THEN 0.8 MILE ALONG LEFT FORK TO Y, THEN TAKE RIGHT FORK AND
 AH0619'FOLLOW GRADED ROAD 4.1 MILES NE TO BAFFIN BAY, THEN 1.4 MILES ALONG
 AH0619'BAY SHORE TRAIL TO FENCE LINE.  THEN S ALONG W SIDE OF FENCE 2.0 MILES
 AH0619'TO BENCH MARK.  BENCH MARK IS 24 FT. N OF GATE, 10 FT. E OF ROAD, 3
 AH0619'FT. S OF WITNESS POST AND 1 FT. W OF FENCE.  A STANDARD DISK STAMPED J
 AH0619'637 1942 IN TOP OF A 6 INCH SQUARE CONCRETE MONUMENT PROJECTING 0.6
 AH0619'FT.  NOTE-- (LAST 2 MILES BY 4-WHEEL DRIVE VEHICLE ONLY. KEYS FOR
 AH0619'LOCKED GATE CAN BE OBTAINED IN SARITA).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1014 ***********************************************************************
 AB1014  DESIGNATION -  J 638
 AB1014  PID         -  AB1014
 AB1014  STATE/COUNTY-  TX/KENEDY
 AB1014  USGS QUAD   -  SAN PEDRO RANCH (1975)
 AB1014
 AB1014                         *CURRENT SURVEY CONTROL
 AB1014  ___________________________________________________________________
 AB1014* NAD 83(1986)-  26 57 45.     (N)    097 39 14.     (W)     SCALED    
 AB1014* NAVD 88     -         7.226  (meters)      23.71   (feet)  ADJUSTED  
 AB1014  ___________________________________________________________________
 AB1014  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AB1014  DYNAMIC HT  -           7.214 (meters)      23.67  (feet)  COMP
 AB1014  MODELED GRAV-     979,087.2   (mgal)                       NAVD 88
 AB1014
 AB1014  VERT ORDER  -  SECOND    CLASS 0
 AB1014
 AB1014.The horizontal coordinates were scaled from a topographic map and have
 AB1014.an estimated accuracy of +/- 6 seconds.
 AB1014
 AB1014.The orthometric height was determined by differential leveling
 AB1014.and adjusted by the National Geodetic Survey in June 1991..
 AB1014
 AB1014.The geoid height was determined by GEOID03.
 AB1014
 AB1014.The dynamic height is computed by dividing the NAVD 88
 AB1014.geopotential number by the normal gravity value computed on the
 AB1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1014.degrees latitude (g = 980.6199 gals.).
 AB1014
 AB1014.The modeled gravity was interpolated from observed gravity values.
 AB1014
 AB1014;                    North         East    Units  Estimated Accuracy
 AB1014;SPC TX S     - 5,143,850.      384,000.      MT  (+/- 180 meters Scaled)
 AB1014
 AB1014                          SUPERSEDED SURVEY CONTROL
 AB1014
 AB1014  NGVD 29 (??/??/92)    7.29   (m)           23.9    (f) COMPUTED    2 0
 AB1014
 AB1014.Superseded values are not recommended for survey control.
 AB1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1014.See file dsdata.txt to determine how the superseded data were derived.
 AB1014
 AB1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ336829(NAD 83)
 AB1014_MARKER: DB = BENCH MARK DISK
 AB1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1014_STAMPING: J-638 1942
 AB1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1014+STABILITY: SURFACE MOTION
 AB1014
 AB1014  HISTORY     - Date     Condition        Report By
 AB1014  HISTORY     - 1942     MONUMENTED       CGS
 AB1014
 AB1014                          STATION DESCRIPTION
 AB1014
 AB1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1014'11.7 MI SE FROM TURCOTTE.
 AB1014'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT TURCOTTE--
 AB1014'PROCEED 0.2 SOUTHERLY ON STATE HIGHWAY NO. 96 TO GRADED CROSSROAD.
 AB1014'TURN EAST AND GO 10.5 TO THE SAN PEDRO RANCH AND CONTINUE ON GRADED
 AB1014'ROAD 1.0 MILE TO SITE OF BENCH MARK.  BENCH MARK IS ON TOP OF A SMALL
 AB1014'RIDGE, ABOUT 0.2 MILE SOUTH OF WHERE THE ROAD CROSSES A SMALL SAND
 AB1014'HILL.  30.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AB1014'CENTERLINE OF THE ROAD. 9.0 FEET SOUTH OF A SMALL TELEPHONE POLE, 3.0
 AB1014'FEET NORTH OF A 4X4 INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.6
 AB1014'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1066 ***********************************************************************
 AW1066  DESIGNATION -  J 639
 AW1066  PID         -  AW1066
 AW1066  STATE/COUNTY-  TX/GALVESTON
 AW1066  USGS QUAD   -  DICKINSON (1997)
 AW1066
 AW1066                         *CURRENT SURVEY CONTROL
 AW1066  ___________________________________________________________________
 AW1066* NAD 83(1986)-  29 26 50.     (N)    095 01 57.     (W)     SCALED    
 AW1066* NAVD 88     -         5.746  (meters)      18.85   (feet)  ADJUSTED  
 AW1066  ___________________________________________________________________
 AW1066  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AW1066  DYNAMIC HT  -           5.738 (meters)      18.83  (feet)  COMP
 AW1066  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 AW1066  OBS GRAVITY -     979,269.1   (mgal)                       GRAV_OBS
 AW1066
 AW1066  VERT ORDER  -  FIRST     CLASS II
 AW1066
 AW1066.The horizontal coordinates were scaled from a topographic map and have
 AW1066.an estimated accuracy of +/- 6 seconds.
 AW1066
 AW1066.The orthometric height was determined by differential leveling
 AW1066.and adjusted by the National Geodetic Survey in March 1997..
 AW1066
 AW1066.The geoid height was determined by GEOID03.
 AW1066
 AW1066.The dynamic height is computed by dividing the NAVD 88
 AW1066.geopotential number by the normal gravity value computed on the
 AW1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1066.degrees latitude (g = 980.6199 gals.).
 AW1066
 AW1066.The modeled gravity was interpolated from observed gravity values.
 AW1066.The observed gravity was obtained from relative gravimeter ties
 AW1066.to the IGSN71 gravity network.
 AW1066
 AW1066;                    North         East    Units  Estimated Accuracy
 AW1066;SPC TXSC     - 4,185,390.      984,790.      MT  (+/- 180 meters Scaled)
 AW1066
 AW1066                          SUPERSEDED SURVEY CONTROL
 AW1066
 AW1066  NAVD 88 (06/15/91)    5.794  (m)           19.01   (f) UNKNOWN     1 1
 AW1066  NGVD 29 (12/23/87)    5.790  (m)           19.00   (f) ADJUSTED    1 1
 AW1066
 AW1066.Superseded values are not recommended for survey control.
 AW1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1066.See file dsdata.txt to determine how the superseded data were derived.
 AW1066
 AW1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN028592(NAD 83)
 AW1066_MARKER: DB = BENCH MARK DISK
 AW1066_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1066_SP_SET: CULVERT HEADWALL
 AW1066_STAMPING: J 639 1942
 AW1066_MARK LOGO: CGS   
 AW1066_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1066+STABILITY: SURFACE MOTION
 AW1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1066+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW1066
 AW1066  HISTORY     - Date     Condition        Report By
 AW1066  HISTORY     - 1942     MONUMENTED       CGS
 AW1066  HISTORY     - 1973     GOOD             NGS
 AW1066  HISTORY     - 1976     GOOD             NGS
 AW1066  HISTORY     - 1976     GOOD             NGS
 AW1066  HISTORY     - 1978     GOOD             NGS
 AW1066  HISTORY     - 1983     GOOD             NGS
 AW1066  HISTORY     - 1987     GOOD             USPSQD
 AW1066  HISTORY     - 1987     GOOD             NGS
 AW1066  HISTORY     - 1989     GOOD             USPSQD
 AW1066  HISTORY     - 1989     GOOD             USPSQD
 AW1066  HISTORY     - 1989     GOOD             USPSQD
 AW1066  HISTORY     - 1989     GOOD             USPSQD
 AW1066  HISTORY     - 1989     GOOD             USPSQD
 AW1066  HISTORY     - 1989     GOOD             USPSQD
 AW1066  HISTORY     - 19950624 GOOD             USPSQD
 AW1066  HISTORY     - 19961203 GOOD             NGS
 AW1066  HISTORY     - 20030531 GOOD             USPSQD
 AW1066  HISTORY     - 20040628 GOOD             USPSQD
 AW1066  HISTORY     - 20050629 GOOD             USPSQD
 AW1066
 AW1066                          STATION DESCRIPTION
 AW1066
 AW1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1066'1.6 MI SE FROM DICKINSON.
 AW1066'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF FARM
 AW1066'ROAD 517 AT DICKINSON, IN THE TOP AND CENTER OF THE NORTHEAST CONCRETE
 AW1066'HEADWALL OF A CULVERT, 15.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 AW1066'HIGHWAY, 1 1/2 POLES NORTHWEST OF MILE POLE 30, 57.5 FEET SOUTHWEST OF
 AW1066'THE SOUTHWEST RAIL, AND ABOUT 1.5 FEET HIGHER THAN THE ROAD.
 AW1066
 AW1066                          STATION RECOVERY (1976)
 AW1066
 AW1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (1976)
 AW1066
 AW1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (1978)
 AW1066
 AW1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (1983)
 AW1066
 AW1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (1987)
 AW1066
 AW1066'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (1987)
 AW1066
 AW1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (1989)
 AW1066
 AW1066'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (1989)
 AW1066
 AW1066'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (1989)
 AW1066
 AW1066'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (1989)
 AW1066
 AW1066'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (1989)
 AW1066
 AW1066'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (1989)
 AW1066
 AW1066'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (1995)
 AW1066
 AW1066'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (1996)
 AW1066
 AW1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1066'2.5 KM (1.55 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 3 FROM THE JUNCTION
 AW1066'OF STATE HIGHWAY 517 IN DICKINSON, IN TOP OF AND 1.0 M (3.3 FT)
 AW1066'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 AW1066'CULVERT UNDER THE HIGHWAY, 4.7 M (15.4 FT) NORTHEAST OF THE HIGHWAY
 AW1066'CENTERLINE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AW1066
 AW1066                          STATION RECOVERY (2003)
 AW1066
 AW1066'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (2004)
 AW1066
 AW1066'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1066'RECOVERED IN GOOD CONDITION.
 AW1066
 AW1066                          STATION RECOVERY (2005)
 AW1066
 AW1066'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1066'GO TO N29 26 51.2  W095 01 57.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0110 ***********************************************************************
 AO0110  DESIGNATION -  J 64
 AO0110  PID         -  AO0110
 AO0110  STATE/COUNTY-  TX/MCMULLEN
 AO0110  USGS QUAD   -  TILDEN (1968)
 AO0110
 AO0110                         *CURRENT SURVEY CONTROL
 AO0110  ___________________________________________________________________
 AO0110* NAD 83(1986)-  28 25 01.     (N)    098 36 22.     (W)     SCALED    
 AO0110* NAVD 88     -        86.639  (meters)     284.25   (feet)  ADJUSTED  
 AO0110  ___________________________________________________________________
 AO0110  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 AO0110  DYNAMIC HT  -          86.510 (meters)     283.82  (feet)  COMP
 AO0110  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 AO0110
 AO0110  VERT ORDER  -  SECOND    CLASS 0
 AO0110
 AO0110.The horizontal coordinates were scaled from a topographic map and have
 AO0110.an estimated accuracy of +/- 6 seconds.
 AO0110
 AO0110.The orthometric height was determined by differential leveling
 AO0110.and adjusted by the National Geodetic Survey in June 1991..
 AO0110
 AO0110.The geoid height was determined by GEOID03.
 AO0110
 AO0110.The dynamic height is computed by dividing the NAVD 88
 AO0110.geopotential number by the normal gravity value computed on the
 AO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0110.degrees latitude (g = 980.6199 gals.).
 AO0110
 AO0110.The modeled gravity was interpolated from observed gravity values.
 AO0110
 AO0110;                    North         East    Units  Estimated Accuracy
 AO0110;SPC TXSC     - 4,064,750.      638,590.      MT  (+/- 180 meters Scaled)
 AO0110
 AO0110                          SUPERSEDED SURVEY CONTROL
 AO0110
 AO0110  NGVD 29 (??/??/92)   86.604  (m)          284.13   (f) ADJ UNCH    2 0
 AO0110
 AO0110.Superseded values are not recommended for survey control.
 AO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0110.See file dsdata.txt to determine how the superseded data were derived.
 AO0110
 AO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS385434(NAD 83)
 AO0110_MARKER: DD = SURVEY DISK
 AO0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0110_STAMPING: 284.11 J 64 1925
 AO0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0110+STABILITY: SURFACE MOTION
 AO0110
 AO0110  HISTORY     - Date     Condition        Report By
 AO0110  HISTORY     - 1925     MONUMENTED       USGS
 AO0110  HISTORY     - 1934     GOOD             NGS
 AO0110
 AO0110                          STATION DESCRIPTION
 AO0110
 AO0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0110'4.9 MI SW FROM TILDEN.
 AO0110'4.9 MILES SOUTHWEST ALONG THE ROAD LEADING TO FOWLERTON FROM TILDEN,
 AO0110'MCMULLEN COUNTY, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LOWE
 AO0110'RANCH HOUSE, AND AT THE SOUTHWEST CORNER OF THE YARD FENCE.  A UNITED
 AO0110'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 284.11 J 64 1925 AND
 AO0110'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0025 ***********************************************************************
 AP0025  DESIGNATION -  J 64
 AP0025  PID         -  AP0025
 AP0025  STATE/COUNTY-  TX/MAVERICK
 AP0025  USGS QUAD   -  SACATOSA TANK (1974)
 AP0025
 AP0025                         *CURRENT SURVEY CONTROL
 AP0025  ___________________________________________________________________
 AP0025* NAD 83(1986)-  28 39 53.     (N)    100 07 57.     (W)     SCALED    
 AP0025* NAVD 88     -       208.720  (meters)     684.78   (feet)  ADJUSTED  
 AP0025  ___________________________________________________________________
 AP0025  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AP0025  DYNAMIC HT  -         208.411 (meters)     683.76  (feet)  COMP
 AP0025  MODELED GRAV-     979,156.8   (mgal)                       NAVD 88
 AP0025
 AP0025  VERT ORDER  -  FIRST     CLASS II
 AP0025
 AP0025.The horizontal coordinates were scaled from a topographic map and have
 AP0025.an estimated accuracy of +/- 6 seconds.
 AP0025
 AP0025.The orthometric height was determined by differential leveling
 AP0025.and adjusted by the National Geodetic Survey in June 1991..
 AP0025
 AP0025.The geoid height was determined by GEOID03.
 AP0025
 AP0025.The dynamic height is computed by dividing the NAVD 88
 AP0025.geopotential number by the normal gravity value computed on the
 AP0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0025.degrees latitude (g = 980.6199 gals.).
 AP0025
 AP0025.The modeled gravity was interpolated from observed gravity values.
 AP0025
 AP0025;                    North         East    Units  Estimated Accuracy
 AP0025;SPC TXSC     - 4,092,680.      489,310.      MT  (+/- 180 meters Scaled)
 AP0025
 AP0025                          SUPERSEDED SURVEY CONTROL
 AP0025
 AP0025  NGVD 29 (??/??/92)  208.620  (m)          684.45   (f) ADJ UNCH    1 2
 AP0025
 AP0025.Superseded values are not recommended for survey control.
 AP0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0025.See file dsdata.txt to determine how the superseded data were derived.
 AP0025
 AP0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS893713(NAD 83)
 AP0025_MARKER: DB = BENCH MARK DISK
 AP0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AP0025_SP_SET: BRIDGE WALL
 AP0025_STAMPING: J 64 1919 ELEV 684.447 FT
 AP0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0025
 AP0025  HISTORY     - Date     Condition        Report By
 AP0025  HISTORY     - 1919     MONUMENTED       CGS
 AP0025  HISTORY     - 1957     GOOD             NGS
 AP0025
 AP0025                          STATION DESCRIPTION
 AP0025
 AP0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AP0025'24.05 MI E FROM EAGLE PASS.
 AP0025'21.1 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0025'RAILROAD STATION AT EAGLE PASS TO THE ENTRANCE TO THE FARIAS RANCH,
 AP0025'THENCE 1.55 MILES NORTHEAST ALONG A WINDING TRACK ROAD, THENCE 0.4
 AP0025'MILE EAST ALONG A TRACK ROAD, THENCE 0.45 MILE NORTH ALONG A TRACK
 AP0025'ROAD, THENCE 0.55 MILE EAST ALONG AN OLD ABANDONED ROAD WHICH LEADS TO
 AP0025'CARRIZO SPRINGS, 202 YARDS NORTH OF THE CENTER LINE OF A TRACK ROAD,
 AP0025'258 FEET NORTHWEST OF A SMALL POND, 87 FEET NORTH OF A FENCE, 52 FEET
 AP0025'NORTHEAST OF A WITNESS POST, 9 FEET SOUTHEAST OF THE CENTER LINE OF
 AP0025'THE ABANDONED ROAD, SET IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE
 AP0025'WINGWALL OF AN ABANDONED BRIDGE, ONLY THE WINGWALLS REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1278 ***********************************************************************
 AW1278  DESIGNATION -  J 640
 AW1278  PID         -  AW1278
 AW1278  STATE/COUNTY-  TX/HARRIS
 AW1278  USGS QUAD   -  LA PORTE (1982)
 AW1278
 AW1278                         *CURRENT SURVEY CONTROL
 AW1278  ___________________________________________________________________
 AW1278* NAD 83(1986)-  29 39 55.     (N)    095 03 52.     (W)     SCALED    
 AW1278* NAVD 88     -         6.832  (meters)      22.41   (feet)  ADJUSTED  
 AW1278  ___________________________________________________________________
 AW1278  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW1278  DYNAMIC HT  -           6.823 (meters)      22.39  (feet)  COMP
 AW1278  MODELED GRAV-     979,279.8   (mgal)                       NAVD 88
 AW1278
 AW1278  VERT ORDER  -  FIRST     CLASS II
 AW1278
 AW1278.The horizontal coordinates were scaled from a topographic map and have
 AW1278.an estimated accuracy of +/- 6 seconds.
 AW1278
 AW1278.The orthometric height was determined by differential leveling
 AW1278.and adjusted by the National Geodetic Survey in June 1991..
 AW1278
 AW1278.The geoid height was determined by GEOID03.
 AW1278
 AW1278.The dynamic height is computed by dividing the NAVD 88
 AW1278.geopotential number by the normal gravity value computed on the
 AW1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1278.degrees latitude (g = 980.6199 gals.).
 AW1278
 AW1278.The modeled gravity was interpolated from observed gravity values.
 AW1278
 AW1278;                    North         East    Units  Estimated Accuracy
 AW1278;SPC TXSC     - 4,209,440.      980,880.      MT  (+/- 180 meters Scaled)
 AW1278
 AW1278                          SUPERSEDED SURVEY CONTROL
 AW1278
 AW1278  NGVD 29 (12/23/87)    6.829  (m)           22.40   (f) ADJUSTED    1 2
 AW1278
 AW1278.Superseded values are not recommended for survey control.
 AW1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1278.See file dsdata.txt to determine how the superseded data were derived.
 AW1278
 AW1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN002834(NAD 83)
 AW1278_MARKER: DB = BENCH MARK DISK
 AW1278_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1278_SP_SET: HEADWALL OF CULVERT
 AW1278_STAMPING: J 640 1942
 AW1278_MARK LOGO: CGS   
 AW1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1278+STABILITY: SURFACE MOTION
 AW1278
 AW1278  HISTORY     - Date     Condition        Report By
 AW1278  HISTORY     - 1942     MONUMENTED       CGS
 AW1278  HISTORY     - 1964     GOOD             NGS
 AW1278  HISTORY     - 1978     POOR             NGS
 AW1278  HISTORY     - 1986     GOOD             NGS
 AW1278  HISTORY     - 1987     POOR             USPSQD
 AW1278  HISTORY     - 1987     POOR             USPSQD
 AW1278  HISTORY     - 1988     GOOD             USPSQD
 AW1278  HISTORY     - 1988     GOOD             USPSQD
 AW1278  HISTORY     - 1988     POOR             USPSQD
 AW1278  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1278  HISTORY     - 1988     POOR             USPSQD
 AW1278  HISTORY     - 1988     POOR             USPSQD
 AW1278  HISTORY     - 1988     POOR             USPSQD
 AW1278  HISTORY     - 1988     POOR             USPSQD
 AW1278  HISTORY     - 1989     GOOD             USPSQD
 AW1278  HISTORY     - 1989     GOOD             USPSQD
 AW1278  HISTORY     - 1989     GOOD             USPSQD
 AW1278  HISTORY     - 1989     GOOD             USPSQD
 AW1278  HISTORY     - 1989     POOR             USPSQD
 AW1278  HISTORY     - 1989     POOR             USPSQD
 AW1278  HISTORY     - 19910202 POOR             USPSQD
 AW1278  HISTORY     - 19940423 MARK NOT FOUND   USPSQD
 AW1278
 AW1278                          STATION DESCRIPTION
 AW1278
 AW1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW1278'3.15 MI NW FROM LA PORTE.
 AW1278'ABOUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW1278'ELEMENTARY SCHOOL AT LA PORTE, THENCE 2.0 MILES WEST ALONG THE SPENCER
 AW1278'HIGHWAY, ABOUT 150 YARDS SOUTHEAST ACROSS THE HIGHWAY FROM LA PORTE
 AW1278'1952, 42 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ACROSS THE
 AW1278'HIGHWAY FROM THE OPERATIONS BUILDING FOR THE AIR NATIONAL GUARD, 11
 AW1278'FEET EAST OF THE CENTER LINE OF A SHELL ROAD LEADING SOUTH, SET IN THE
 AW1278'CENTER OF THE TOP OF THE EAST CONCRETE HEAD WALL OF A CONCRETE CULVERT
 AW1278'UNDER THE SHELL ROAD.
 AW1278
 AW1278                          STATION RECOVERY (1978)
 AW1278
 AW1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1278'RECOVERED.  NOTE=MARK HAS BEEN MARRED AND THE STAMPING IS UNREADABLE.
 AW1278
 AW1278                          STATION RECOVERY (1986)
 AW1278
 AW1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1278'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1278'EXCEPT TO ADD
 AW1278'THE MARK IS 0.76 METERS  S FROM  A WITNESS POST
 AW1278
 AW1278                          STATION RECOVERY (1987)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1278'MARK RECOVERED IN POOR CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1987)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1278'MARK RECOVERED IN POOR CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1988)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1278'RECOVERED IN GOOD CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1988)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1278'RECOVERED IN GOOD CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1988)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1278'MARK RECOVERED IN POOR CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1988)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1988 (RR)
 AW1278'MARK NOT FOUND.
 AW1278
 AW1278                          STATION RECOVERY (1988)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1278'MARK RECOVERED IN POOR CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1988)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1278'MARK RECOVERED IN POOR CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1988)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1278'MARK RECOVERED IN POOR CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1988)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1988 (PSM)
 AW1278'MARK RECOVERED IN POOR CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1989)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1989 (MWM)
 AW1278'RECOVERED IN GOOD CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1989)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1278'RECOVERED IN GOOD CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1989)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1278'RECOVERED IN GOOD CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1989)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1278'RECOVERED IN GOOD CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1989)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1278'MARK RECOVERED IN POOR CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1989)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1278'MARK RECOVERED IN POOR CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1991)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1991 (CD)
 AW1278'MARK RECOVERED IN POOR CONDITION.
 AW1278
 AW1278                          STATION RECOVERY (1994)
 AW1278
 AW1278'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0168 ***********************************************************************
 AE0168  DESIGNATION -  J 641
 AE0168  PID         -  AE0168
 AE0168  STATE/COUNTY-  TX/HIDALGO
 AE0168  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0168
 AE0168                         *CURRENT SURVEY CONTROL
 AE0168  ___________________________________________________________________
 AE0168* NAD 83(1986)-  26 30 18.     (N)    098 19 47.     (W)     SCALED    
 AE0168* NAVD 88     -        73.313  (meters)     240.53   (feet)  ADJUSTED  
 AE0168  ___________________________________________________________________
 AE0168  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AE0168  DYNAMIC HT  -          73.194 (meters)     240.14  (feet)  COMP
 AE0168  MODELED GRAV-     979,017.0   (mgal)                       NAVD 88
 AE0168
 AE0168  VERT ORDER  -  SECOND    CLASS 0
 AE0168
 AE0168.The horizontal coordinates were scaled from a topographic map and have
 AE0168.an estimated accuracy of +/- 6 seconds.
 AE0168
 AE0168.The orthometric height was determined by differential leveling
 AE0168.and adjusted by the National Geodetic Survey in June 1991..
 AE0168
 AE0168.The geoid height was determined by GEOID03.
 AE0168
 AE0168.The dynamic height is computed by dividing the NAVD 88
 AE0168.geopotential number by the normal gravity value computed on the
 AE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0168.degrees latitude (g = 980.6199 gals.).
 AE0168
 AE0168.The modeled gravity was interpolated from observed gravity values.
 AE0168
 AE0168;                    North         East    Units  Estimated Accuracy
 AE0168;SPC TX S     - 5,092,890.      316,970.      MT  (+/- 180 meters Scaled)
 AE0168
 AE0168                          SUPERSEDED SURVEY CONTROL
 AE0168
 AE0168  NGVD 29 (??/??/92)   73.404  (m)          240.83   (f) ADJ UNCH    2 0
 AE0168
 AE0168.Superseded values are not recommended for survey control.
 AE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0168.See file dsdata.txt to determine how the superseded data were derived.
 AE0168
 AE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ667317(NAD 83)
 AE0168_MARKER: DB = BENCH MARK DISK
 AE0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0168_STAMPING: J 641 1942
 AE0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0168+STABILITY: SURFACE MOTION
 AE0168
 AE0168  HISTORY     - Date     Condition        Report By
 AE0168  HISTORY     - 1942     MONUMENTED       CGS
 AE0168
 AE0168                          STATION DESCRIPTION
 AE0168
 AE0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0168'5.7 MI NE FROM MCCOOK.
 AE0168'TO REACH FROM SCHOOL HOUSE AT MCCOOK-- PROCEED 3.9 MILES EASTERLY
 AE0168'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING NORTH.  THENCE, GO 1.8
 AE0168'MILES NORTHERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AE0168'IS 16.0 FEET NORTH OF THE CENTERLINE OF A ROAD LEADING EAST THROUGH
 AE0168'GATE TO FARM HOUSE, 22.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS
 AE0168'THE CENTERLINE OF THE ROAD.  IT IS 2.0 FEET SOUTH OF A 4X4-INCH WOODEN
 AE0168'MARKER POST AND 1.0 FOOT WEST OF FENCE.  THE MONUMENT PROJECTS 0.2
 AE0168'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0142 ***********************************************************************
 AE0142  DESIGNATION -  J 642
 AE0142  PID         -  AE0142
 AE0142  STATE/COUNTY-  TX/HIDALGO
 AE0142  USGS QUAD   -  LINN NW (1982)
 AE0142
 AE0142                         *CURRENT SURVEY CONTROL
 AE0142  ___________________________________________________________________
 AE0142* NAD 83(1986)-  26 42 00.     (N)    098 08 20.     (W)     SCALED    
 AE0142* NAVD 88     -        31.351  (meters)     102.86   (feet)  ADJUSTED  
 AE0142  ___________________________________________________________________
 AE0142  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AE0142  DYNAMIC HT  -          31.300 (meters)     102.69  (feet)  COMP
 AE0142  MODELED GRAV-     979,042.2   (mgal)                       NAVD 88
 AE0142
 AE0142  VERT ORDER  -  SECOND    CLASS 0
 AE0142
 AE0142.The horizontal coordinates were scaled from a topographic map and have
 AE0142.an estimated accuracy of +/- 6 seconds.
 AE0142
 AE0142.The orthometric height was determined by differential leveling
 AE0142.and adjusted by the National Geodetic Survey in June 1991..
 AE0142
 AE0142.The geoid height was determined by GEOID03.
 AE0142
 AE0142.The dynamic height is computed by dividing the NAVD 88
 AE0142.geopotential number by the normal gravity value computed on the
 AE0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0142.degrees latitude (g = 980.6199 gals.).
 AE0142
 AE0142.The modeled gravity was interpolated from observed gravity values.
 AE0142
 AE0142;                    North         East    Units  Estimated Accuracy
 AE0142;SPC TX S     - 5,114,540.      335,930.      MT  (+/- 180 meters Scaled)
 AE0142
 AE0142                          SUPERSEDED SURVEY CONTROL
 AE0142
 AE0142  NGVD 29 (??/??/92)   31.459  (m)          103.21   (f) ADJ UNCH    2 0
 AE0142
 AE0142.Superseded values are not recommended for survey control.
 AE0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0142.See file dsdata.txt to determine how the superseded data were derived.
 AE0142
 AE0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ856534(NAD 83)
 AE0142_MARKER: DB = BENCH MARK DISK
 AE0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0142_STAMPING: J 642 1942
 AE0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0142+STABILITY: SURFACE MOTION
 AE0142
 AE0142  HISTORY     - Date     Condition        Report By
 AE0142  HISTORY     - 1942     MONUMENTED       CGS
 AE0142
 AE0142                          STATION DESCRIPTION
 AE0142
 AE0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0142'1.0 MI E FROM DIX.
 AE0142'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT DIX-- PROCEED
 AE0142'1.0 MILE EASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AE0142'BENCH MARK IS ABOUT 0.2 MILE EAST OF A SHARP CURVE IN ROAD, 48.0 FEET
 AE0142'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD,
 AE0142'3.0 FEET EAST OF A 4X4-INCH WOODEN A MARKER POST AND 1.0 FOOT NORTH OF
 AE0142'FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0995 ***********************************************************************
 AE0995  DESIGNATION -  J 643
 AE0995  PID         -  AE0995
 AE0995  STATE/COUNTY-  TX/STARR
 AE0995  USGS QUAD   -  RINCON (1993)
 AE0995
 AE0995                         *CURRENT SURVEY CONTROL
 AE0995  ___________________________________________________________________
 AE0995* NAD 83(1986)-  26 33 27.     (N)    098 36 08.     (W)     SCALED    
 AE0995* NAVD 88     -       139.877  (meters)     458.91   (feet)  ADJUSTED  
 AE0995  ___________________________________________________________________
 AE0995  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AE0995  DYNAMIC HT  -         139.647 (meters)     458.16  (feet)  COMP
 AE0995  MODELED GRAV-     978,994.9   (mgal)                       NAVD 88
 AE0995
 AE0995  VERT ORDER  -  SECOND    CLASS 0
 AE0995
 AE0995.The horizontal coordinates were scaled from a topographic map and have
 AE0995.an estimated accuracy of +/- 6 seconds.
 AE0995
 AE0995.The orthometric height was determined by differential leveling
 AE0995.and adjusted by the National Geodetic Survey in June 1991..
 AE0995
 AE0995.The geoid height was determined by GEOID03.
 AE0995
 AE0995.The dynamic height is computed by dividing the NAVD 88
 AE0995.geopotential number by the normal gravity value computed on the
 AE0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0995.degrees latitude (g = 980.6199 gals.).
 AE0995
 AE0995.The modeled gravity was interpolated from observed gravity values.
 AE0995
 AE0995;                    North         East    Units  Estimated Accuracy
 AE0995;SPC TX S     - 5,098,700.      289,820.      MT  (+/- 180 meters Scaled)
 AE0995
 AE0995                          SUPERSEDED SURVEY CONTROL
 AE0995
 AE0995  NGVD 29 (??/??/92)  139.938  (m)          459.11   (f) ADJ UNCH    2 0
 AE0995
 AE0995.Superseded values are not recommended for survey control.
 AE0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0995.See file dsdata.txt to determine how the superseded data were derived.
 AE0995
 AE0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ396374(NAD 83)
 AE0995_MARKER: DB = BENCH MARK DISK
 AE0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0995_STAMPING: J 643 1942
 AE0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0995+STABILITY: SURFACE MOTION
 AE0995
 AE0995  HISTORY     - Date     Condition        Report By
 AE0995  HISTORY     - 1942     MONUMENTED       CGS
 AE0995  HISTORY     - 1942     GOOD             NGS
 AE0995
 AE0995                          STATION DESCRIPTION
 AE0995
 AE0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0995'20.0 MI NE FROM RIO GRANDE CITY.
 AE0995'TO REACH FROM THE POST OFFICE AT RIO GRANDE CITY, PROCEED 16.4 MILES
 AE0995'NORTH ALONG THE HEBBRONVILLE ROAD TO THE INTERSECTION OF A DIRT ROAD
 AE0995'LEADING EAST, THENCE 3.6 MILES EAST ALONG DIRT ROAD TO SITE OF BENCH
 AE0995'MARK.  BENCH MARK IS 0.1 MILE EAST OF A CATTLE GUARD.  IT IS 21.0 FEET
 AE0995'NORTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF ROAD. MONUMENT IS
 AE0995'3.0 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4
 AE0995'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0701 ***********************************************************************
 AE0701  DESIGNATION -  J 644
 AE0701  PID         -  AE0701
 AE0701  STATE/COUNTY-  TX/STARR
 AE0701  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0701
 AE0701                         *CURRENT SURVEY CONTROL
 AE0701  ___________________________________________________________________
 AE0701* NAD 83(1986)-  26 22 01.     (N)    098 33 58.     (W)     SCALED    
 AE0701* NAVD 88     -        96.003  (meters)     314.97   (feet)  ADJUSTED  
 AE0701  ___________________________________________________________________
 AE0701  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE0701  DYNAMIC HT  -          95.844 (meters)     314.45  (feet)  COMP
 AE0701  MODELED GRAV-     978,992.7   (mgal)                       NAVD 88
 AE0701
 AE0701  VERT ORDER  -  SECOND    CLASS 0
 AE0701
 AE0701.The horizontal coordinates were scaled from a topographic map and have
 AE0701.an estimated accuracy of +/- 6 seconds.
 AE0701
 AE0701.The orthometric height was determined by differential leveling
 AE0701.and adjusted by the National Geodetic Survey in June 1991..
 AE0701
 AE0701.The geoid height was determined by GEOID03.
 AE0701
 AE0701.The dynamic height is computed by dividing the NAVD 88
 AE0701.geopotential number by the normal gravity value computed on the
 AE0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0701.degrees latitude (g = 980.6199 gals.).
 AE0701
 AE0701.The modeled gravity was interpolated from observed gravity values.
 AE0701
 AE0701;                    North         East    Units  Estimated Accuracy
 AE0701;SPC TX S     - 5,077,590.      293,400.      MT  (+/- 180 meters Scaled)
 AE0701
 AE0701                          SUPERSEDED SURVEY CONTROL
 AE0701
 AE0701  NGVD 29 (??/??/92)   96.080  (m)          315.22   (f) ADJ UNCH    2 0
 AE0701
 AE0701.Superseded values are not recommended for survey control.
 AE0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0701.See file dsdata.txt to determine how the superseded data were derived.
 AE0701
 AE0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ432163(NAD 83)
 AE0701_MARKER: DB = BENCH MARK DISK
 AE0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0701_STAMPING: J 644 1942
 AE0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0701+STABILITY: SURFACE MOTION
 AE0701
 AE0701  HISTORY     - Date     Condition        Report By
 AE0701  HISTORY     - 1942     MONUMENTED       CGS
 AE0701
 AE0701                          STATION DESCRIPTION
 AE0701
 AE0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0701'7.1 MI N FROM SULLIVAN CITY.
 AE0701'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.3 MILES
 AE0701'WESTERLY ALONG U.S. HIGHWAY NO. 83 TO INTERSECTION OF ROAD LEADING
 AE0701'NORTH. THENCE, GO 5.8 MILES NORTHERLY ALONG DIRT ROAD TO THE SITE OF
 AE0701'THE BENCH MARK.  BENCH MARK IS 35.0 FEET SOUTH OF A TELEPHONE POLE,
 AE0701'21.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0701'THE ROAD AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE
 AE0701'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0556 ***********************************************************************
 AE0556  DESIGNATION -  J 645
 AE0556  PID         -  AE0556
 AE0556  STATE/COUNTY-  TX/HIDALGO
 AE0556  USGS QUAD   -  MC COOK (1963)
 AE0556
 AE0556                         *CURRENT SURVEY CONTROL
 AE0556  ___________________________________________________________________
 AE0556* NAD 83(1986)-  26 28 31.     (N)    098 23 32.     (W)     SCALED    
 AE0556* NAVD 88     -        93.400  (meters)     306.43   (feet)  ADJUSTED  
 AE0556  ___________________________________________________________________
 AE0556  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AE0556  DYNAMIC HT  -          93.247 (meters)     305.93  (feet)  COMP
 AE0556  MODELED GRAV-     979,007.5   (mgal)                       NAVD 88
 AE0556
 AE0556  VERT ORDER  -  SECOND    CLASS 0
 AE0556
 AE0556.The horizontal coordinates were scaled from a topographic map and have
 AE0556.an estimated accuracy of +/- 6 seconds.
 AE0556
 AE0556.The orthometric height was determined by differential leveling
 AE0556.and adjusted by the National Geodetic Survey in June 1991..
 AE0556
 AE0556.The geoid height was determined by GEOID03.
 AE0556
 AE0556.The dynamic height is computed by dividing the NAVD 88
 AE0556.geopotential number by the normal gravity value computed on the
 AE0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0556.degrees latitude (g = 980.6199 gals.).
 AE0556
 AE0556.The modeled gravity was interpolated from observed gravity values.
 AE0556
 AE0556;                    North         East    Units  Estimated Accuracy
 AE0556;SPC TX S     - 5,089,590.      310,750.      MT  (+/- 180 meters Scaled)
 AE0556
 AE0556                          SUPERSEDED SURVEY CONTROL
 AE0556
 AE0556  NGVD 29 (??/??/92)   93.482  (m)          306.70   (f) ADJ UNCH    2 0
 AE0556
 AE0556.Superseded values are not recommended for survey control.
 AE0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0556.See file dsdata.txt to determine how the superseded data were derived.
 AE0556
 AE0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ605284(NAD 83)
 AE0556_MARKER: DB = BENCH MARK DISK
 AE0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0556_STAMPING: J 645 1942
 AE0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0556+STABILITY: SURFACE MOTION
 AE0556
 AE0556  HISTORY     - Date     Condition        Report By
 AE0556  HISTORY     - 1942     MONUMENTED       CGS
 AE0556  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0556
 AE0556                          STATION DESCRIPTION
 AE0556
 AE0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0556'0.6 MI S FROM MCCOOK.
 AE0556'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 0.6 MILE SOUTHERLY
 AE0556'ALONG DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 28.0
 AE0556'FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 15.0
 AE0556'FEET SOUTH OF A 16-INCH MESQUITE TREE AND 2.0 FEET NORTH OF A 4X4-INCH
 AE0556'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0556
 AE0556                          STATION RECOVERY (1962)
 AE0556
 AE0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0517 ***********************************************************************
 AE0517  DESIGNATION -  J 646
 AE0517  PID         -  AE0517
 AE0517  STATE/COUNTY-  TX/HIDALGO
 AE0517  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0517
 AE0517                         *CURRENT SURVEY CONTROL
 AE0517  ___________________________________________________________________
 AE0517* NAD 83(1986)-  26 24 53.     (N)    098 18 23.     (W)     SCALED    
 AE0517* NAVD 88     -        58.996  (meters)     193.56   (feet)  ADJUSTED  
 AE0517  ___________________________________________________________________
 AE0517  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AE0517  DYNAMIC HT  -          58.899 (meters)     193.24  (feet)  COMP
 AE0517  MODELED GRAV-     979,010.3   (mgal)                       NAVD 88
 AE0517
 AE0517  VERT ORDER  -  SECOND    CLASS 0
 AE0517
 AE0517.The horizontal coordinates were scaled from a topographic map and have
 AE0517.an estimated accuracy of +/- 6 seconds.
 AE0517
 AE0517.The orthometric height was determined by differential leveling
 AE0517.and adjusted by the National Geodetic Survey in June 1991..
 AE0517
 AE0517.The geoid height was determined by GEOID03.
 AE0517
 AE0517.The dynamic height is computed by dividing the NAVD 88
 AE0517.geopotential number by the normal gravity value computed on the
 AE0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0517.degrees latitude (g = 980.6199 gals.).
 AE0517
 AE0517.The modeled gravity was interpolated from observed gravity values.
 AE0517
 AE0517;                    North         East    Units  Estimated Accuracy
 AE0517;SPC TX S     - 5,082,890.      319,310.      MT  (+/- 180 meters Scaled)
 AE0517
 AE0517                          SUPERSEDED SURVEY CONTROL
 AE0517
 AE0517  NGVD 29 (??/??/92)   59.091  (m)          193.87   (f) ADJ UNCH    2 0
 AE0517
 AE0517.Superseded values are not recommended for survey control.
 AE0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0517.See file dsdata.txt to determine how the superseded data were derived.
 AE0517
 AE0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ691217(NAD 83)
 AE0517_MARKER: DB = BENCH MARK DISK
 AE0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0517_STAMPING: J 646 1942
 AE0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0517+STABILITY: SURFACE MOTION
 AE0517
 AE0517  HISTORY     - Date     Condition        Report By
 AE0517  HISTORY     - 1942     MONUMENTED       CGS
 AE0517  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0517  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0517
 AE0517                          STATION DESCRIPTION
 AE0517
 AE0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0517'15.9 MI NW FROM EDINBURG.
 AE0517'TO REACH FROM THE COUNTY COURT HOUSE AT EDINBURG-- PROCEED 7.0 MILES
 AE0517'WESTERLY ALONG STATE HIGHWAY NO. 107.  THENCE, GO 2.5 MILES WESTERLY
 AE0517'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING NORTH ALONG THE
 AE0517'MISSOURI PACIFIC RAILROAD.  THENCE, GO 5.5 MILES NORTH ALONG ROAD TO
 AE0517'INTERSECTION OF ROAD LEADING WEST.  THENCE, GO 0.9 MILE WEST ALONG
 AE0517'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.9 MILE WEST
 AE0517'OF THE MISSOURI PACIFIC RAILROAD, ABOUT 1.0 MILE EAST OF M642 1942 AND
 AE0517'36.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0517'THE ROAD.  IT IS 2.0 FEET SOUTH OF A FENCE AND 2.0 FEET EAST OF A
 AE0517'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.3 FOOT.
 AE0517
 AE0517                          STATION RECOVERY (1962)
 AE0517
 AE0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0517'MARK NOT FOUND.
 AE0517
 AE0517                          STATION RECOVERY (1992)
 AE0517
 AE0517'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3121 ***********************************************************************
 AW3121  DESIGNATION -  J 649
 AW3121  PID         -  AW3121
 AW3121  STATE/COUNTY-  TX/LIBERTY
 AW3121  USGS QUAD   -  WHITES BAYOU (1994)
 AW3121
 AW3121                         *CURRENT SURVEY CONTROL
 AW3121  ___________________________________________________________________
 AW3121* NAD 83(1986)-  29 57 29.     (N)    094 35 46.     (W)     SCALED    
 AW3121* NAVD 88     -        14.16   (+/-2cm)      46.5    (feet)  VERTCON   
 AW3121  ___________________________________________________________________
 AW3121  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW3121  OBS GRAVITY -     979,300.0   (mgal)                       GRAV_OBS
 AW3121
 AW3121  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3121
 AW3121.The horizontal coordinates were scaled from a topographic map and have
 AW3121.an estimated accuracy of +/- 6 seconds.
 AW3121
 AW3121.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3121.The vertical order pertains to the NGVD 29 superseded value.
 AW3121
 AW3121.The geoid height was determined by GEOID03.
 AW3121.The observed gravity was obtained from relative gravimeter ties
 AW3121.to the IGSN71 gravity network.
 AW3121
 AW3121;                    North         East    Units  Estimated Accuracy
 AW3121;SPC TX C     - 3,046,580.    1,253,580.      MT  (+/- 180 meters Scaled)
 AW3121
 AW3121                          SUPERSEDED SURVEY CONTROL
 AW3121
 AW3121  NGVD 29 (??/??/92)   14.168  (m)           46.48   (f) ADJ UNCH    1 2
 AW3121
 AW3121.Superseded values are not recommended for survey control.
 AW3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3121.See file dsdata.txt to determine how the superseded data were derived.
 AW3121
 AW3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP459152(NAD 83)
 AW3121_MARKER: DB = BENCH MARK DISK
 AW3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3121_STAMPING: J 649 1942
 AW3121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3121+STABILITY: SURFACE MOTION
 AW3121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3121+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3121
 AW3121  HISTORY     - Date     Condition        Report By
 AW3121  HISTORY     - 1942     MONUMENTED       CGS
 AW3121  HISTORY     - 1973     GOOD             NGS
 AW3121  HISTORY     - 20060121 GOOD             USPSQD
 AW3121
 AW3121                          STATION DESCRIPTION
 AW3121
 AW3121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3121'5.1 MI S FROM DEVERS.
 AW3121'ABOUT 5.1 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE JUNCTION OF US
 AW3121'HIGHWAY 90 AT DEVERS, ABOUT 0.15 MILE SOUTHWEST OF A BRICK FARMHOUSE
 AW3121'ON THE EAST SIDE OF THE HIGHWAY, 62 FEET EAST OF THE CENTER LINE OF
 AW3121'THE HIGHWAY, 2 1/2 FEET SOUTHEAST OF A FENCE CORNER POST, 13 1/2 FEET
 AW3121'NORTH OF THE CENTER OF A STEEL GATE, 2.2 FEET EAST OF A METAL WITNESS
 AW3121'POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 AW3121'OF A CONCRETE POST PROJECTING 5 INCHES.
 AW3121
 AW3121                          STATION RECOVERY (2006)
 AW3121
 AW3121'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3121'FOUND AS DESCRIBED. NO WITNESS POST HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0562 ***********************************************************************
 BZ0562  DESIGNATION -  J 65
 BZ0562  PID         -  BZ0562
 BZ0562  STATE/COUNTY-  TX/HILL
 BZ0562  USGS QUAD   -  MALONE (1978)
 BZ0562
 BZ0562                         *CURRENT SURVEY CONTROL
 BZ0562  ___________________________________________________________________
 BZ0562* NAD 83(1986)-  31 55 06.     (N)    096 53 45.     (W)     SCALED    
 BZ0562* NAVD 88     -       148.175  (meters)     486.14   (feet)  ADJUSTED  
 BZ0562  ___________________________________________________________________
 BZ0562  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BZ0562  DYNAMIC HT  -         147.995 (meters)     485.55  (feet)  COMP
 BZ0562  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 BZ0562
 BZ0562  VERT ORDER  -  FIRST     CLASS II
 BZ0562
 BZ0562.The horizontal coordinates were scaled from a topographic map and have
 BZ0562.an estimated accuracy of +/- 6 seconds.
 BZ0562
 BZ0562.The orthometric height was determined by differential leveling
 BZ0562.and adjusted by the National Geodetic Survey in June 1991..
 BZ0562.WARNING-Repeat measurements at this control monument indicate possible
 BZ0562.vertical movement.
 BZ0562
 BZ0562.The geoid height was determined by GEOID03.
 BZ0562
 BZ0562.The dynamic height is computed by dividing the NAVD 88
 BZ0562.geopotential number by the normal gravity value computed on the
 BZ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0562.degrees latitude (g = 980.6199 gals.).
 BZ0562
 BZ0562.The modeled gravity was interpolated from observed gravity values.
 BZ0562
 BZ0562;                    North         East    Units  Estimated Accuracy
 BZ0562;SPC TXNC     - 2,029,070.      751,720.      MT  (+/- 180 meters Scaled)
 BZ0562
 BZ0562                          SUPERSEDED SURVEY CONTROL
 BZ0562
 BZ0562  NGVD 29 (??/??/92)  148.158  (m)          486.08   (f) ADJ UNCH    1 2
 BZ0562
 BZ0562.Superseded values are not recommended for survey control.
 BZ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0562.See file dsdata.txt to determine how the superseded data were derived.
 BZ0562
 BZ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA989333(NAD 83)
 BZ0562_MARKER: DB = BENCH MARK DISK
 BZ0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0562_SP_SET: WALL
 BZ0562_STAMPING: J 65 1929 ELEV 486.023 FT
 BZ0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0562
 BZ0562  HISTORY     - Date     Condition        Report By
 BZ0562  HISTORY     - 1929     MONUMENTED       CGS
 BZ0562  HISTORY     - 1952     GOOD             NGS
 BZ0562  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0562  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 BZ0562  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0562
 BZ0562                          STATION DESCRIPTION
 BZ0562
 BZ0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0562'IN MALONE.
 BZ0562'AT MALONE, HILL COUNTY, AT THE SOUTHWEST CORNER OF FIFTH AND NORTH
 BZ0562'SECOND STREETS, AT THE MALONE STATE BANK BUILDING IN THE MIDDLE COLUMN
 BZ0562'OF THE WEST BRICK WALL, AND 3 FEET ABOVE THE SIDEWALK.  A STANDARD
 BZ0562'DISK, STAMPED ELEV 486.023 FT J 65 1929 AND SET VERTICALLY.
 BZ0562
 BZ0562                          STATION RECOVERY (1980)
 BZ0562
 BZ0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0562'MARK NOT FOUND.
 BZ0562
 BZ0562                          STATION RECOVERY (1999)
 BZ0562
 BZ0562'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0562'MARK NOT FOUND.
 BZ0562
 BZ0562                          STATION RECOVERY (2003)
 BZ0562
 BZ0562'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0106 ***********************************************************************
 AO0106  DESIGNATION -  J 65
 AO0106  PID         -  AO0106
 AO0106  STATE/COUNTY-  TX/MCMULLEN
 AO0106  USGS QUAD   -  TILDEN (1968)
 AO0106
 AO0106                         *CURRENT SURVEY CONTROL
 AO0106  ___________________________________________________________________
 AO0106* NAD 83(1986)-  28 26 50.     (N)    098 33 12.     (W)     SCALED    
 AO0106* NAVD 88     -        94.119  (meters)     308.79   (feet)  ADJUSTED  
 AO0106  ___________________________________________________________________
 AO0106  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AO0106  DYNAMIC HT  -          93.980 (meters)     308.33  (feet)  COMP
 AO0106  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 AO0106
 AO0106  VERT ORDER  -  SECOND    CLASS 0
 AO0106
 AO0106.The horizontal coordinates were scaled from a topographic map and have
 AO0106.an estimated accuracy of +/- 6 seconds.
 AO0106
 AO0106.The orthometric height was determined by differential leveling
 AO0106.and adjusted by the National Geodetic Survey in June 1991..
 AO0106
 AO0106.The geoid height was determined by GEOID03.
 AO0106
 AO0106.The dynamic height is computed by dividing the NAVD 88
 AO0106.geopotential number by the normal gravity value computed on the
 AO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0106.degrees latitude (g = 980.6199 gals.).
 AO0106
 AO0106.The modeled gravity was interpolated from observed gravity values.
 AO0106
 AO0106;                    North         East    Units  Estimated Accuracy
 AO0106;SPC TXSC     - 4,068,120.      643,750.      MT  (+/- 180 meters Scaled)
 AO0106
 AO0106                          SUPERSEDED SURVEY CONTROL
 AO0106
 AO0106  NGVD 29 (??/??/92)   94.085  (m)          308.68   (f) ADJ UNCH    2 0
 AO0106
 AO0106.Superseded values are not recommended for survey control.
 AO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0106.See file dsdata.txt to determine how the superseded data were derived.
 AO0106
 AO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS437468(NAD 83)
 AO0106_MARKER: DD = SURVEY DISK
 AO0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0106_STAMPING: 308.66 J 65 1925
 AO0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0106+STABILITY: SURFACE MOTION
 AO0106
 AO0106  HISTORY     - Date     Condition        Report By
 AO0106  HISTORY     - 1925     MONUMENTED       USGS
 AO0106  HISTORY     - 1934     GOOD             NGS
 AO0106
 AO0106                          STATION DESCRIPTION
 AO0106
 AO0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AO0106'1.2 MI S FROM TILDEN.
 AO0106'1.2 MILES SOUTH ALONG THE ROAD LEADING TO FOWLERTON FROM TILDEN,
 AO0106'MCMULLEN COUNTY, AT THE JUNCTION OF A NORTH-AND-SOUTH FENCE AND A
 AO0106'FENCE RUNNING SOUTHEAST, ABOUT 100 FEET EAST OF THE CENTERLINE OF THE
 AO0106'ROAD, AND AT A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 AO0106'STANDARD DISK, STAMPED 308.66 J 65 1925 AND SET IN THE TOP OF A
 AO0106'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1458 ***********************************************************************
 AY1458  DESIGNATION -  J 651
 AY1458  PID         -  AY1458
 AY1458  STATE/COUNTY-  TX/BANDERA
 AY1458  USGS QUAD   -  VANDERPOOL (1969)
 AY1458
 AY1458                         *CURRENT SURVEY CONTROL
 AY1458  ___________________________________________________________________
 AY1458* NAD 83(1986)-  29 38 01.     (N)    099 31 19.     (W)     SCALED    
 AY1458* NAVD 88     -       425.957  (meters)    1397.49   (feet)  ADJUSTED  
 AY1458  ___________________________________________________________________
 AY1458  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 AY1458  DYNAMIC HT  -         425.330 (meters)    1395.44  (feet)  COMP
 AY1458  MODELED GRAV-     979,157.1   (mgal)                       NAVD 88
 AY1458
 AY1458  VERT ORDER  -  SECOND    CLASS 0
 AY1458
 AY1458.The horizontal coordinates were scaled from a topographic map and have
 AY1458.an estimated accuracy of +/- 6 seconds.
 AY1458
 AY1458.The orthometric height was determined by differential leveling
 AY1458.and adjusted by the National Geodetic Survey in June 1991..
 AY1458
 AY1458.The geoid height was determined by GEOID03.
 AY1458
 AY1458.The dynamic height is computed by dividing the NAVD 88
 AY1458.geopotential number by the normal gravity value computed on the
 AY1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1458.degrees latitude (g = 980.6199 gals.).
 AY1458
 AY1458.The modeled gravity was interpolated from observed gravity values.
 AY1458
 AY1458;                    North         East    Units  Estimated Accuracy
 AY1458;SPC TXSC     - 4,199,630.      549,460.      MT  (+/- 180 meters Scaled)
 AY1458
 AY1458                          SUPERSEDED SURVEY CONTROL
 AY1458
 AY1458  NGVD 29 (??/??/92)  425.852  (m)         1397.15   (f) ADJ UNCH    2 0
 AY1458
 AY1458.Superseded values are not recommended for survey control.
 AY1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1458.See file dsdata.txt to determine how the superseded data were derived.
 AY1458
 AY1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT494783(NAD 83)
 AY1458_MARKER: DB = BENCH MARK DISK
 AY1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1458_STAMPING: J 651 1953
 AY1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1458+STABILITY: SURFACE MOTION
 AY1458
 AY1458  HISTORY     - Date     Condition        Report By
 AY1458  HISTORY     - 1953     MONUMENTED       CGS
 AY1458  HISTORY     - 19931201 POOR             USPSQD
 AY1458
 AY1458                          STATION DESCRIPTION
 AY1458
 AY1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1458'1.4 MI N FROM UTOPIA.
 AY1458'1.4 MILES NORTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA, 27
 AY1458'FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 6 FEET NORTH OF A
 AY1458'TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.8 FEET EAST OF A FENCE,
 AY1458'1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1458'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1458
 AY1458                          STATION RECOVERY (1993)
 AY1458
 AY1458'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1458'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1161 ***********************************************************************
 AB1161  DESIGNATION -  J 652
 AB1161  PID         -  AB1161
 AB1161  STATE/COUNTY-  TX/WILLACY
 AB1161  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1161
 AB1161                         *CURRENT SURVEY CONTROL
 AB1161  ___________________________________________________________________
 AB1161* NAD 83(1986)-  26 34 27.     (N)    097 54 45.     (W)     SCALED    
 AB1161* NAVD 88     -        14.256  (meters)      46.77   (feet)  ADJUSTED  
 AB1161  ___________________________________________________________________
 AB1161  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AB1161  DYNAMIC HT  -          14.233 (meters)      46.70  (feet)  COMP
 AB1161  MODELED GRAV-     979,047.4   (mgal)                       NAVD 88
 AB1161
 AB1161  VERT ORDER  -  SECOND    CLASS 0
 AB1161
 AB1161.The horizontal coordinates were scaled from a topographic map and have
 AB1161.an estimated accuracy of +/- 6 seconds.
 AB1161
 AB1161.The orthometric height was determined by differential leveling
 AB1161.and adjusted by the National Geodetic Survey in June 1991..
 AB1161
 AB1161.The geoid height was determined by GEOID03.
 AB1161
 AB1161.The dynamic height is computed by dividing the NAVD 88
 AB1161.geopotential number by the normal gravity value computed on the
 AB1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1161.degrees latitude (g = 980.6199 gals.).
 AB1161
 AB1161.The modeled gravity was interpolated from observed gravity values.
 AB1161
 AB1161;                    North         East    Units  Estimated Accuracy
 AB1161;SPC TX S     - 5,100,680.      358,530.      MT  (+/- 180 meters Scaled)
 AB1161
 AB1161                          SUPERSEDED SURVEY CONTROL
 AB1161
 AB1161  NGVD 29 (??/??/92)   14.342  (m)           47.05   (f) ADJ UNCH    2 0
 AB1161
 AB1161.Superseded values are not recommended for survey control.
 AB1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1161.See file dsdata.txt to determine how the superseded data were derived.
 AB1161
 AB1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ083397(NAD 83)
 AB1161_MARKER: DB = BENCH MARK DISK
 AB1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1161_STAMPING: J 652 1942
 AB1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1161+STABILITY: SURFACE MOTION
 AB1161
 AB1161  HISTORY     - Date     Condition        Report By
 AB1161  HISTORY     - 1942     MONUMENTED       CGS
 AB1161
 AB1161                          STATION DESCRIPTION
 AB1161
 AB1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1161'1.3 MI W FROM LA TORDILLA RANCH.
 AB1161'ABOUT 1.3 MILES WEST ALONG JESUS MARIA ROAD FROM A FENCE CORNER ABOUT
 AB1161'400 FEET SOUTH OF THE RANCH HOUSES AT LA TORDILLA RANCH, WILLACY
 AB1161'COUNTY, 11 FEET NORTH OF THE ROAD, 20 FEET SOUTH OF A LARGE MESQUITE
 AB1161'TREE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH
 AB1161'THE ROAD.  A STANDARD DISK, STAMPED J 652 1942 AND SET IN THE TOP OF A
 AB1161'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0664 ***********************************************************************
 AB0664  DESIGNATION -  J 653
 AB0664  PID         -  AB0664
 AB0664  STATE/COUNTY-  TX/WILLACY
 AB0664  USGS QUAD   -  LASARA (1970)
 AB0664
 AB0664                         *CURRENT SURVEY CONTROL
 AB0664  ___________________________________________________________________
 AB0664* NAD 83(1986)-  26 29 10.     (N)    097 57 25.     (W)     SCALED    
 AB0664* NAVD 88     -        16.327  (meters)      53.57   (feet)  ADJUSTED  
 AB0664  ___________________________________________________________________
 AB0664  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 AB0664  DYNAMIC HT  -          16.301 (meters)      53.48  (feet)  COMP
 AB0664  MODELED GRAV-     979,040.7   (mgal)                       NAVD 88
 AB0664
 AB0664  VERT ORDER  -  SECOND    CLASS 0
 AB0664
 AB0664.The horizontal coordinates were scaled from a topographic map and have
 AB0664.an estimated accuracy of +/- 6 seconds.
 AB0664
 AB0664.The orthometric height was determined by differential leveling
 AB0664.and adjusted by the National Geodetic Survey in June 1991..
 AB0664
 AB0664.The geoid height was determined by GEOID03.
 AB0664
 AB0664.The dynamic height is computed by dividing the NAVD 88
 AB0664.geopotential number by the normal gravity value computed on the
 AB0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0664.degrees latitude (g = 980.6199 gals.).
 AB0664
 AB0664.The modeled gravity was interpolated from observed gravity values.
 AB0664
 AB0664;                    North         East    Units  Estimated Accuracy
 AB0664;SPC TX S     - 5,090,910.      354,140.      MT  (+/- 180 meters Scaled)
 AB0664
 AB0664                          SUPERSEDED SURVEY CONTROL
 AB0664
 AB0664  NGVD 29 (??/??/92)   16.417  (m)           53.86   (f) ADJ UNCH    2 0
 AB0664
 AB0664.Superseded values are not recommended for survey control.
 AB0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0664.See file dsdata.txt to determine how the superseded data were derived.
 AB0664
 AB0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ039299(NAD 83)
 AB0664_MARKER: DB = BENCH MARK DISK
 AB0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0664_STAMPING: J 653 1942
 AB0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0664+STABILITY: SURFACE MOTION
 AB0664
 AB0664  HISTORY     - Date     Condition        Report By
 AB0664  HISTORY     - 1942     MONUMENTED       CGS
 AB0664  HISTORY     - 1959     MARK NOT FOUND   LOCENG
 AB0664
 AB0664                          STATION DESCRIPTION
 AB0664
 AB0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0664'10.5 MI W FROM RAYMONDVILLE.
 AB0664'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB0664'PROCEED 10.7 (STADIA) MILES WESTERLY ALONG STATE HIGHWAY NO. 186 TO
 AB0664'SITE OF BENCH MARK. BENCH MARK IS ABOUT 100.0 FEET SOUTHWEST OF THE
 AB0664'INTERSECTION OF HIGHWAY AND CROSSROAD, ABOUT 150.0 FEET SOUTHEAST AND
 AB0664'ACROSS HIGHWAY FROM A ONE-STORY FRAME FARM HOUSE, ABOUT 1.0 FOOT
 AB0664'HIGHER THAN THE CENTERLINE OF THE INTERSECTION, 40.0 FEET WEST OF A
 AB0664'TELEPHONE LINE POLE, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AB0664'POST.  MONUMENT PROJECTS 0.5 FOOT.  NOTE-- LINE POLE, AND 3.0 FEET
 AB0664'WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AB0664'NOTE-- MAY HAVE BEEN PLOWED OUT BY FARMER.
 AB0664
 AB0664                          STATION RECOVERY (1959)
 AB0664
 AB0664'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 AB0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0673 ***********************************************************************
 AB0673  DESIGNATION -  J 654
 AB0673  PID         -  AB0673
 AB0673  STATE/COUNTY-  TX/WILLACY
 AB0673  USGS QUAD   -  LASARA (1970)
 AB0673
 AB0673                         *CURRENT SURVEY CONTROL
 AB0673  ___________________________________________________________________
 AB0673* NAD 83(1986)-  26 27 59.     (N)    097 52 46.     (W)     SCALED    
 AB0673* NAVD 88     -        11.072  (meters)      36.33   (feet)  ADJUSTED  
 AB0673  ___________________________________________________________________
 AB0673  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AB0673  DYNAMIC HT  -          11.054 (meters)      36.27  (feet)  COMP
 AB0673  MODELED GRAV-     979,041.8   (mgal)                       NAVD 88
 AB0673
 AB0673  VERT ORDER  -  SECOND    CLASS 0
 AB0673
 AB0673.The horizontal coordinates were scaled from a topographic map and have
 AB0673.an estimated accuracy of +/- 6 seconds.
 AB0673
 AB0673.The orthometric height was determined by differential leveling
 AB0673.and adjusted by the National Geodetic Survey in June 1991..
 AB0673
 AB0673.The geoid height was determined by GEOID03.
 AB0673
 AB0673.The dynamic height is computed by dividing the NAVD 88
 AB0673.geopotential number by the normal gravity value computed on the
 AB0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0673.degrees latitude (g = 980.6199 gals.).
 AB0673
 AB0673.The modeled gravity was interpolated from observed gravity values.
 AB0673
 AB0673;                    North         East    Units  Estimated Accuracy
 AB0673;SPC TX S     - 5,088,760.      361,880.      MT  (+/- 180 meters Scaled)
 AB0673
 AB0673                          SUPERSEDED SURVEY CONTROL
 AB0673
 AB0673  NGVD 29 (??/??/92)   11.150  (m)           36.58   (f) ADJ UNCH    2 0
 AB0673
 AB0673.Superseded values are not recommended for survey control.
 AB0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0673.See file dsdata.txt to determine how the superseded data were derived.
 AB0673
 AB0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ117278(NAD 83)
 AB0673_MARKER: DB = BENCH MARK DISK
 AB0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0673_STAMPING: J 654 1942
 AB0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0673+STABILITY: SURFACE MOTION
 AB0673
 AB0673  HISTORY     - Date     Condition        Report By
 AB0673  HISTORY     - 1942     MONUMENTED       CGS
 AB0673  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0673
 AB0673                          STATION DESCRIPTION
 AB0673
 AB0673'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0673'5.7 MI W FROM RAYMONDVILLE.
 AB0673'5.7 MILES WEST ALONG STATE HIGHWAY 186 FROM THE MISSOURI PACIFIC
 AB0673'RAILROAD STATION AT RAYMONDVILLE, WILLACY COUNTY, THENCE ABOUT 1.0
 AB0673'MILE SOUTH ALONG A FENCE LINE.  38 FEET NORTH OF THE CENTER LINE OF AN
 AB0673'EAST-WEST ROAD, DIRECTLY NORTH OF THE JUNCTION OF A GRADED DIRT ROAD
 AB0673'LEADING SOUTH, 16 FEET NORTH OF A CORNER FENCE POST, 1 FOOT WEST OF
 AB0673'THE FENCE LINE, 27 FEET NORTHWEST OF A LARGE CONCRETE IRRIGATION
 AB0673'OUTLET, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AB0673'DISK, STAMPED J 654 1942 AND SET IN THE TOP OF A CONCRETE POST
 AB0673'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1370 ***********************************************************************
 AE1370  DESIGNATION -  J 657
 AE1370  PID         -  AE1370
 AE1370  STATE/COUNTY-  TX/HIDALGO
 AE1370  USGS QUAD   -  LA BLANCA (1982)
 AE1370
 AE1370                         *CURRENT SURVEY CONTROL
 AE1370  ___________________________________________________________________
 AE1370* NAD 83(1986)-  26 17 48.     (N)    098 00 04.     (W)     SCALED    
 AE1370* NAVD 88     -        20.255  (meters)      66.45   (feet)  ADJUSTED  
 AE1370  ___________________________________________________________________
 AE1370  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AE1370  DYNAMIC HT  -          20.221 (meters)      66.34  (feet)  COMP
 AE1370  MODELED GRAV-     979,010.5   (mgal)                       NAVD 88
 AE1370
 AE1370  VERT ORDER  -  SECOND    CLASS 0
 AE1370
 AE1370.The horizontal coordinates were scaled from a topographic map and have
 AE1370.an estimated accuracy of +/- 6 seconds.
 AE1370
 AE1370.The orthometric height was determined by differential leveling
 AE1370.and adjusted by the National Geodetic Survey in June 1991..
 AE1370
 AE1370.The geoid height was determined by GEOID03.
 AE1370
 AE1370.The dynamic height is computed by dividing the NAVD 88
 AE1370.geopotential number by the normal gravity value computed on the
 AE1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1370.degrees latitude (g = 980.6199 gals.).
 AE1370
 AE1370.The modeled gravity was interpolated from observed gravity values.
 AE1370
 AE1370;                    North         East    Units  Estimated Accuracy
 AE1370;SPC TX S     - 5,069,900.      349,820.      MT  (+/- 180 meters Scaled)
 AE1370
 AE1370                          SUPERSEDED SURVEY CONTROL
 AE1370
 AE1370  NGVD 29 (??/??/92)   20.364  (m)           66.81   (f) ADJ UNCH    2 0
 AE1370
 AE1370.Superseded values are not recommended for survey control.
 AE1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1370.See file dsdata.txt to determine how the superseded data were derived.
 AE1370
 AE1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ997089(NAD 83)
 AE1370_MARKER: DB = BENCH MARK DISK
 AE1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1370_STAMPING: J 657 1942
 AE1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1370+STABILITY: SURFACE MOTION
 AE1370
 AE1370  HISTORY     - Date     Condition        Report By
 AE1370  HISTORY     - 1942     MONUMENTED       CGS
 AE1370  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE1370
 AE1370                          STATION DESCRIPTION
 AE1370
 AE1370'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AE1370'2.1 MI E FROM EDCOUCH.
 AE1370'2.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AE1370'STATION AT LA BLANCA, HIDALGO COUNTY, ABOUT 2.5 MILES WEST OF EDCOUCH,
 AE1370'ABOUT 0.2 MILE WEST OF ELSA, ABOUT 80 FEET SOUTH ACROSS THE TRACK FROM
 AE1370'THE FOURTH POLE EAST OF MILEPOST 153, 48 FEET SOUTH OF THE CENTER LINE
 AE1370'OF THE MAIN TRACK, 8 FEET NORTHWEST OF A POWER-TRANSMISSION LINE POLE,
 AE1370'2.5 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER
 AE1370'THAN THE MAIN TRACK.  A STANDARD DISK, STAMPED J 657 1942 AND SET IN
 AE1370'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0408 ***********************************************************************
 AW0408  DESIGNATION -  J 659
 AW0408  PID         -  AW0408
 AW0408  STATE/COUNTY-  TX/HARRIS
 AW0408  USGS QUAD   -  HIGHLANDS (1995)
 AW0408
 AW0408                         *CURRENT SURVEY CONTROL
 AW0408  ___________________________________________________________________
 AW0408* NAD 83(1986)-  29 49 38.     (N)    095 03 27.     (W)     SCALED    
 AW0408* NAVD 88     -        11.803  (meters)      38.72   (feet)  ADJUSTED  
 AW0408  ___________________________________________________________________
 AW0408  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW0408  DYNAMIC HT  -          11.787 (meters)      38.67  (feet)  COMP
 AW0408  MODELED GRAV-     979,293.6   (mgal)                       NAVD 88
 AW0408
 AW0408  VERT ORDER  -  FIRST     CLASS II
 AW0408
 AW0408.The horizontal coordinates were scaled from a topographic map and have
 AW0408.an estimated accuracy of +/- 6 seconds.
 AW0408
 AW0408.The orthometric height was determined by differential leveling
 AW0408.and adjusted by the National Geodetic Survey in June 1991..
 AW0408
 AW0408.The geoid height was determined by GEOID03.
 AW0408
 AW0408.The dynamic height is computed by dividing the NAVD 88
 AW0408.geopotential number by the normal gravity value computed on the
 AW0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0408.degrees latitude (g = 980.6199 gals.).
 AW0408
 AW0408.The modeled gravity was interpolated from observed gravity values.
 AW0408
 AW0408;                    North         East    Units  Estimated Accuracy
 AW0408;SPC TXSC     - 4,227,400.      980,940.      MT  (+/- 180 meters Scaled)
 AW0408
 AW0408                          SUPERSEDED SURVEY CONTROL
 AW0408
 AW0408  NGVD 29 (12/23/87)   11.801  (m)           38.72   (f) ADJUSTED    1 2
 AW0408
 AW0408.Superseded values are not recommended for survey control.
 AW0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0408.See file dsdata.txt to determine how the superseded data were derived.
 AW0408
 AW0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP011014(NAD 83)
 AW0408_MARKER: DB = BENCH MARK DISK
 AW0408_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0408_SP_SET: HEADWALL
 AW0408_STAMPING: J 659 1942
 AW0408_MARK LOGO: CGS   
 AW0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0408+STABILITY: SURFACE MOTION
 AW0408
 AW0408  HISTORY     - Date     Condition        Report By
 AW0408  HISTORY     - 1942     MONUMENTED       CGS
 AW0408  HISTORY     - 1972     GOOD             NGS
 AW0408  HISTORY     - 1978     GOOD             NGS
 AW0408  HISTORY     - 1978     GOOD             DOD
 AW0408  HISTORY     - 1983     GOOD             NGS
 AW0408  HISTORY     - 1986     GOOD             NGS
 AW0408  HISTORY     - 1987     GOOD             USPSQD
 AW0408  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 AW0408
 AW0408                          STATION DESCRIPTION
 AW0408
 AW0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0408'1.3 MI N FROM HIGHLANDS.
 AW0408'ABOUT 1.3 MILES NORTH ALONG FARM ROAD 1200 FROM THE POST OFFICE, SET
 AW0408'IN THE NORTH END OF THE WEST CONCRETE HEADWALL TO A 8-FOOT CONCRETE
 AW0408'BOX CULVERT WITH ONE DIVIDER, 130 1/2 FEET NORTHWEST OF THE
 AW0408'INTERSECTION OF CANAL RD., 31 FEET WEST OF THE CENTER LINE OF MAIN
 AW0408'ST., 0.8 FOOT SOUTH OF THE NORTH END OF THE WEST HEADWALL, AND ABOUT
 AW0408'LEVEL WITH THE HIGHWAY.  NOTE-- THE CONDITION OF THE MARK IS FAIR.
 AW0408'THERE IS A CRACK IN THE HEADWALL AT THE SOUTH EDGE OF THE BENCH MARK.
 AW0408
 AW0408                          STATION RECOVERY (1978)
 AW0408
 AW0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0408'RECOVERED IN GOOD CONDITION.
 AW0408
 AW0408                          STATION RECOVERY (1978)
 AW0408
 AW0408'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0408'RECOVERED IN GOOD CONDITION.
 AW0408
 AW0408                          STATION RECOVERY (1983)
 AW0408
 AW0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0408'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1972.  NOTE, CHANGE FARM
 AW0408'ROAD 1200 TO CROSBY-LYNCHBURG ROAD.
 AW0408
 AW0408                          STATION RECOVERY (1986)
 AW0408
 AW0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0408'RECOVERED IN GOOD CONDITION.
 AW0408
 AW0408                          STATION RECOVERY (1987)
 AW0408
 AW0408'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0408'RECOVERED IN GOOD CONDITION.
 AW0408
 AW0408                          STATION RECOVERY (1994)
 AW0408
 AW0408'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0358 ***********************************************************************
 BZ0358  DESIGNATION -  J 66
 BZ0358  PID         -  BZ0358
 BZ0358  STATE/COUNTY-  TX/LIMESTONE
 BZ0358  USGS QUAD   -  FARRAR (1966)
 BZ0358
 BZ0358                         *CURRENT SURVEY CONTROL
 BZ0358  ___________________________________________________________________
 BZ0358* NAD 83(1986)-  31 27 22.     (N)    096 16 48.     (W)     SCALED    
 BZ0358* NAVD 88     -       131.435  (meters)     431.22   (feet)  ADJUSTED  
 BZ0358  ___________________________________________________________________
 BZ0358  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 BZ0358  DYNAMIC HT  -         131.275 (meters)     430.69  (feet)  COMP
 BZ0358  MODELED GRAV-     979,422.6   (mgal)                       NAVD 88
 BZ0358
 BZ0358  VERT ORDER  -  FIRST     CLASS II
 BZ0358
 BZ0358.The horizontal coordinates were scaled from a topographic map and have
 BZ0358.an estimated accuracy of +/- 6 seconds.
 BZ0358
 BZ0358.The orthometric height was determined by differential leveling
 BZ0358.and adjusted by the National Geodetic Survey in June 1991..
 BZ0358.WARNING-Repeat measurements at this control monument indicate possible
 BZ0358.vertical movement.
 BZ0358
 BZ0358.The geoid height was determined by GEOID03.
 BZ0358
 BZ0358.The dynamic height is computed by dividing the NAVD 88
 BZ0358.geopotential number by the normal gravity value computed on the
 BZ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0358.degrees latitude (g = 980.6199 gals.).
 BZ0358
 BZ0358.The modeled gravity was interpolated from observed gravity values.
 BZ0358
 BZ0358;                    North         East    Units  Estimated Accuracy
 BZ0358;SPC TX C     - 3,205,390.    1,085,140.      MT  (+/- 180 meters Scaled)
 BZ0358
 BZ0358                          SUPERSEDED SURVEY CONTROL
 BZ0358
 BZ0358  NGVD 29 (??/??/92)  131.408  (m)          431.13   (f) ADJ UNCH    1 2
 BZ0358
 BZ0358.Superseded values are not recommended for survey control.
 BZ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0358.See file dsdata.txt to determine how the superseded data were derived.
 BZ0358
 BZ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV584833(NAD 83)
 BZ0358_MARKER: DB = BENCH MARK DISK
 BZ0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0358_SP_SET: CULVERT
 BZ0358_STAMPING: J 66 1919
 BZ0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0358
 BZ0358  HISTORY     - Date     Condition        Report By
 BZ0358  HISTORY     - 1919     MONUMENTED       CGS
 BZ0358  HISTORY     - 1952     GOOD             NGS
 BZ0358  HISTORY     - 1980     GOOD             NGS
 BZ0358
 BZ0358                          STATION DESCRIPTION
 BZ0358
 BZ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0358'0.1 MI SE FROM FARRAR.
 BZ0358'0.1 MILE SOUTHEAST ALONG FARM ROAD 39 FROM THE POST OFFICE AT FARRAR,
 BZ0358'15 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 2 FEET BELOW
 BZ0358'THE LEVEL OF THE ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE
 BZ0358'SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
 BZ0358
 BZ0358                          STATION RECOVERY (1980)
 BZ0358
 BZ0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0358'17.9 KM. (11.1 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0358'U.S. HIGHWAY 79 IN JEWETT, IN THE SOUTHWEST HEADWALL OF A CULVERT
 BZ0358'UNDER THE ROAD, 1.4 M. (4.5 FT.) NORTHWEST OF THE SOUTHEAST END OF THE
 BZ0358'HEADWALL, 0.3 M. (1.5 FT.) SOUTHWEST OF THE NORTHWEST SIDE OF THE
 BZ0358'HEADWALL.
 BZ0358'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1511 ***********************************************************************
 AW1511  DESIGNATION -  J 660
 AW1511  PID         -  AW1511
 AW1511  STATE/COUNTY-  TX/HARRIS
 AW1511  USGS QUAD   -  MORGANS POINT (1993)
 AW1511
 AW1511                         *CURRENT SURVEY CONTROL
 AW1511  ___________________________________________________________________
 AW1511* NAD 83(1986)-  29 41 16.     (N)    094 56 02.     (W)     SCALED    
 AW1511* NAVD 88     -         0.902  (meters)       2.96   (feet)  ADJUSTED  
 AW1511  ___________________________________________________________________
 AW1511  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1511  DYNAMIC HT  -           0.900 (meters)       2.95  (feet)  COMP
 AW1511  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 AW1511
 AW1511  VERT ORDER  -  FIRST     CLASS II
 AW1511
 AW1511.The horizontal coordinates were scaled from a topographic map and have
 AW1511.an estimated accuracy of +/- 6 seconds.
 AW1511
 AW1511.The orthometric height was determined by differential leveling
 AW1511.and adjusted by the National Geodetic Survey in June 1991..
 AW1511
 AW1511.The geoid height was determined by GEOID03.
 AW1511
 AW1511.The dynamic height is computed by dividing the NAVD 88
 AW1511.geopotential number by the normal gravity value computed on the
 AW1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1511.degrees latitude (g = 980.6199 gals.).
 AW1511
 AW1511.The modeled gravity was interpolated from observed gravity values.
 AW1511
 AW1511;                    North         East    Units  Estimated Accuracy
 AW1511;SPC TXSC     - 4,212,360.      993,420.      MT  (+/- 180 meters Scaled)
 AW1511
 AW1511                          SUPERSEDED SURVEY CONTROL
 AW1511
 AW1511  NGVD 29 (12/23/87)    0.899  (m)            2.95   (f) ADJUSTED    1 2
 AW1511
 AW1511.Superseded values are not recommended for survey control.
 AW1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1511.See file dsdata.txt to determine how the superseded data were derived.
 AW1511
 AW1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN128857(NAD 83)
 AW1511_MARKER: DB = BENCH MARK DISK
 AW1511_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1511_SP_SET: HEADWALL
 AW1511_STAMPING: J 660 1942
 AW1511_MARK LOGO: CGS   
 AW1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1511+STABILITY: SURFACE MOTION
 AW1511
 AW1511  HISTORY     - Date     Condition        Report By
 AW1511  HISTORY     - 1942     MONUMENTED       CGS
 AW1511  HISTORY     - 1973     GOOD             NGS
 AW1511  HISTORY     - 1978     GOOD             NGS
 AW1511  HISTORY     - 1987     GOOD             USPSQD
 AW1511  HISTORY     - 1987     GOOD             USPSQD
 AW1511  HISTORY     - 1987     GOOD             NGS
 AW1511  HISTORY     - 1989     GOOD             USPSQD
 AW1511  HISTORY     - 1989     GOOD             USPSQD
 AW1511  HISTORY     - 1989     GOOD             USPSQD
 AW1511  HISTORY     - 19940219 GOOD             USPSQD
 AW1511  HISTORY     - 20000916 MARK NOT FOUND   USPSQD
 AW1511  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1511
 AW1511                          STATION DESCRIPTION
 AW1511
 AW1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1511'4.2 MI SE FROM BAYTOWN.
 AW1511'ABOUT 1 BLOCK SOUTH ALONG N. GAILLARD ST. FROM THE POST OFFICE AT
 AW1511'BAYTOWN, THENCE 1.05 MILES EAST ALONG EAST TEXAS AVE., THENCE 3.15
 AW1511'MILES SOUTHEAST ALONG TRI-CITY BEACH RD., ABOUT 176 FEET NORTH OF THE
 AW1511'CENTER LINE OF A PRIVATE DRIVE LEADING WEST, 18 FEET EAST OF THE
 AW1511'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST
 AW1511'CONCRETE HEADWALL OF A 3 X 9 FT. BOX CULVERT, AND ABOUT 1 FOOT ABOVE
 AW1511'THE LEVEL OF THE ROAD.
 AW1511
 AW1511                          STATION RECOVERY (1978)
 AW1511
 AW1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1511'RECOVERED IN GOOD CONDITION.
 AW1511
 AW1511                          STATION RECOVERY (1987)
 AW1511
 AW1511'RECOVERY NOTE BY US POWER SQUADRON 1987 (PSM)
 AW1511'RECOVERED IN GOOD CONDITION.
 AW1511
 AW1511                          STATION RECOVERY (1987)
 AW1511
 AW1511'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1511'RECOVERED IN GOOD CONDITION.
 AW1511
 AW1511                          STATION RECOVERY (1987)
 AW1511
 AW1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1511'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW1511'CHANGE CODE 42.
 AW1511'THE MARK IS 0.18 M BELOW ROAD.
 AW1511
 AW1511                          STATION RECOVERY (1989)
 AW1511
 AW1511'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1511'RECOVERED IN GOOD CONDITION.
 AW1511
 AW1511                          STATION RECOVERY (1989)
 AW1511
 AW1511'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1511'RECOVERED IN GOOD CONDITION.
 AW1511
 AW1511                          STATION RECOVERY (1989)
 AW1511
 AW1511'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1511'RECOVERED IN GOOD CONDITION.
 AW1511
 AW1511                          STATION RECOVERY (1994)
 AW1511
 AW1511'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1511'RECOVERED IN GOOD CONDITION.
 AW1511
 AW1511                          STATION RECOVERY (2000)
 AW1511
 AW1511'RECOVERY NOTE BY US POWER SQUADRON 2000 (KC)
 AW1511'MARK NOT FOUND.
 AW1511
 AW1511                          STATION RECOVERY (2001)
 AW1511
 AW1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1511'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0497 ***********************************************************************
 BL0497  DESIGNATION -  J 661
 BL0497  PID         -  BL0497
 BL0497  STATE/COUNTY-  TX/LIBERTY
 BL0497  USGS QUAD   -  DAYTON (1984)
 BL0497
 BL0497                         *CURRENT SURVEY CONTROL
 BL0497  ___________________________________________________________________
 BL0497* NAD 83(1986)-  30 02 46.     (N)    094 56 18.     (W)     SCALED    
 BL0497* NAVD 88     -        24.84   (+/-2cm)      81.5    (feet)  VERTCON   
 BL0497  ___________________________________________________________________
 BL0497  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0497
 BL0497  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0497
 BL0497.The horizontal coordinates were scaled from a topographic map and have
 BL0497.an estimated accuracy of +/- 6 seconds.
 BL0497
 BL0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0497.The vertical order pertains to the NGVD 29 superseded value.
 BL0497
 BL0497.The geoid height was determined by GEOID03.
 BL0497
 BL0497;                    North         East    Units  Estimated Accuracy
 BL0497;SPC TX C     - 3,054,680.    1,220,110.      MT  (+/- 180 meters Scaled)
 BL0497
 BL0497                          SUPERSEDED SURVEY CONTROL
 BL0497
 BL0497  NGVD 29 (??/??/92)   24.840  (m)           81.50   (f) ADJ UNCH    2 0
 BL0497
 BL0497.Superseded values are not recommended for survey control.
 BL0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0497.See file dsdata.txt to determine how the superseded data were derived.
 BL0497
 BL0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP131254(NAD 83)
 BL0497_MARKER: DB = BENCH MARK DISK
 BL0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0497_STAMPING: J 661 1942
 BL0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0497+STABILITY: SURFACE MOTION
 BL0497
 BL0497  HISTORY     - Date     Condition        Report By
 BL0497  HISTORY     - 1942     MONUMENTED       CGS
 BL0497  HISTORY     - 1954     GOOD             NGS
 BL0497  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0497  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0497  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL0497  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL0497
 BL0497                          STATION DESCRIPTION
 BL0497
 BL0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0497'2.8 MI W FROM DAYTON.
 BL0497'2.8 MILES WEST ALONG FARM ROAD 1008 FROM ITS INTERSECTION WITH STATE
 BL0497'HIGHWAY 321 AT DAYTON, 117 FEET WEST OF THE CENTER LINE OF A PRIVATE
 BL0497'DRIVEWAY LEADING SOUTH TO A HOUSE, AT THE NORTHEAST CORNER OF A SMALL
 BL0497'PASTURE, 53 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 3 FEET
 BL0497'SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP
 BL0497'OF A CONRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BL0497
 BL0497                          STATION RECOVERY (1977)
 BL0497
 BL0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0497'MARK NOT FOUND.
 BL0497
 BL0497                          STATION RECOVERY (1978)
 BL0497
 BL0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0497'NOT RECOVERED.
 BL0497
 BL0497                          STATION RECOVERY (1996)
 BL0497
 BL0497'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0497'MARK NOT FOUND.
 BL0497
 BL0497                          STATION RECOVERY (2004)
 BL0497
 BL0497'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0838 ***********************************************************************
 AW0838  DESIGNATION -  J 662
 AW0838  PID         -  AW0838
 AW0838  STATE/COUNTY-  TX/HARRIS
 AW0838  USGS QUAD   -  HARMASTON (1982)
 AW0838
 AW0838                         *CURRENT SURVEY CONTROL
 AW0838  ___________________________________________________________________
 AW0838* NAD 83(1986)-  29 58 46.     (N)    095 09 25.     (W)     SCALED    
 AW0838* NAVD 88     -        20.873  (meters)      68.48   (feet)  ADJUSTED  
 AW0838  ___________________________________________________________________
 AW0838  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW0838  DYNAMIC HT  -          20.845 (meters)      68.39  (feet)  COMP
 AW0838  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 AW0838
 AW0838  VERT ORDER  -  FIRST     CLASS II
 AW0838
 AW0838.The horizontal coordinates were scaled from a topographic map and have
 AW0838.an estimated accuracy of +/- 6 seconds.
 AW0838
 AW0838.The orthometric height was determined by differential leveling
 AW0838.and adjusted by the National Geodetic Survey in June 1991..
 AW0838
 AW0838.The geoid height was determined by GEOID03.
 AW0838
 AW0838.The dynamic height is computed by dividing the NAVD 88
 AW0838.geopotential number by the normal gravity value computed on the
 AW0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0838.degrees latitude (g = 980.6199 gals.).
 AW0838
 AW0838.The modeled gravity was interpolated from observed gravity values.
 AW0838
 AW0838;                    North         East    Units  Estimated Accuracy
 AW0838;SPC TXSC     - 4,243,940.      970,780.      MT  (+/- 180 meters Scaled)
 AW0838
 AW0838                          SUPERSEDED SURVEY CONTROL
 AW0838
 AW0838  NGVD 29 (12/23/87)   20.872  (m)           68.48   (f) ADJUSTED    1 2
 AW0838
 AW0838.Superseded values are not recommended for survey control.
 AW0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0838.See file dsdata.txt to determine how the superseded data were derived.
 AW0838
 AW0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP919184(NAD 83)
 AW0838_MARKER: DB = BENCH MARK DISK
 AW0838_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0838+WITH SETTING: PAVEMENT
 AW0838_SP_SET: SIGNAL BASE
 AW0838_STAMPING: J 662 1942
 AW0838_MARK LOGO: CGS   
 AW0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0838+STABILITY: SURFACE MOTION
 AW0838
 AW0838  HISTORY     - Date     Condition        Report By
 AW0838  HISTORY     - 1942     MONUMENTED       CGS
 AW0838  HISTORY     - 1973     GOOD             NGS
 AW0838  HISTORY     - 1978     GOOD             NGS
 AW0838  HISTORY     - 1987     GOOD             NGS
 AW0838
 AW0838                          STATION DESCRIPTION
 AW0838
 AW0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0838'5.85 MI SW FROM HUFFMAN.
 AW0838'ABOUT 1.4 MILES SOUTH ALONG FARM ROAD NO. 2100 FROM THE POST OFFICE AT
 AW0838'HUFFMAN, THENCE 0.9 MILE WEST ALONG ATASCOCITA ROAD, THENCE 3.55 MILES
 AW0838'SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD, SET ON THE TOP OF THE
 AW0838'EAST CORNER OF THE CONCRETE BASE SUPPORTING SIGNAL NO. 3931, 0.2 MILE
 AW0838'NORTHEAST OF THE CROSSING OF A TRACK ROAD, 21 RAILS NORTHEAST OF
 AW0838'MILEPOST 393, 7.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 39 FEET
 AW0838'SOUTHEAST OF A FENCE LINE AND ABOUT LEVEL WITH THE TRACK.
 AW0838
 AW0838                          STATION RECOVERY (1978)
 AW0838
 AW0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0838'RECOVERED IN GOOD CONDITION.
 AW0838
 AW0838                          STATION RECOVERY (1987)
 AW0838
 AW0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0838'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 AW0838'NOTE--SIGNAL NUMBER 3931 MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW
 AW0838'ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9585 ***********************************************************************
 AA9585  DESIGNATION -  J 663 RESET
 AA9585  PID         -  AA9585
 AA9585  STATE/COUNTY-  TX/LIBERTY
 AA9585  USGS QUAD   -  SHILOH (1993)
 AA9585
 AA9585                         *CURRENT SURVEY CONTROL
 AA9585  ___________________________________________________________________
 AA9585* NAD 83(1986)-  29 59 07.     (N)    094 44 28.     (W)     SCALED    
 AA9585* NAVD 88     -         6.14   (+/-2cm)      20.1    (feet)  VERTCON   
 AA9585  ___________________________________________________________________
 AA9585  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA9585
 AA9585  VERT ORDER  -  THIRD (See Below)
 AA9585
 AA9585.The horizontal coordinates were scaled from a topographic map and have
 AA9585.an estimated accuracy of +/- 6 seconds.
 AA9585
 AA9585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9585.The vertical order pertains to the NGVD 29 superseded value.
 AA9585
 AA9585.The geoid height was determined by GEOID03.
 AA9585
 AA9585;                    North         East    Units  Estimated Accuracy
 AA9585;SPC TX C     - 3,048,880.    1,239,450.      MT  (+/- 180 meters Scaled)
 AA9585
 AA9585                          SUPERSEDED SURVEY CONTROL
 AA9585
 AA9585  NGVD 29 (01/29/03)    6.15   (m)           20.2    (f) RESET       3  
 AA9585
 AA9585.Superseded values are not recommended for survey control.
 AA9585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9585.See file dsdata.txt to determine how the superseded data were derived.
 AA9585
 AA9585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP320184(NAD 83)
 AA9585_MARKER: DV = VERTICAL CONTROL DISK
 AA9585_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA9585_SP_SET: BRIDGE RAIL
 AA9585_STAMPING: J 663 RESET 1994
 AA9585_MARK LOGO: NGS   
 AA9585_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9585
 AA9585  HISTORY     - Date     Condition        Report By
 AA9585  HISTORY     - 1994     MONUMENTED       TXDOT
 AA9585  HISTORY     - 19950502 GOOD             TXDOT
 AA9585
 AA9585                          STATION DESCRIPTION
 AA9585
 AA9585'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1995 (RKB)
 AA9585'O.8 MILES EAST ALONG US HIGHWAY 90 FROM THE TEXAS AND NEW ORLEANS
 AA9585'RAILROAD STATION IN LIBERTY, 6.4 MILES (10.3 KM) SOUTHEAST ALONG FARM
 AA9585'ROAD 563, 0.2 MILE (0.3 KM) SOUTH OF A BETHEL CHURCH.  MARK IS 25 FEET
 AA9585'(7.6 M) WEST OF THE CENTERLINE OF THE ROAD IN THE TOP OF A TY T201
 AA9585'RAIL ON THE WEST SIDE AND SOUTH END OF A 100 FOOT (30.5 M) BRIDGE OVER
 AA9585'REDMOND CREEK, AND ABOUT 2 FEET (0.6 M) ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3067 ***********************************************************************
 AW3067  DESIGNATION -  J 663 RESET 1975
 AW3067  PID         -  AW3067
 AW3067  STATE/COUNTY-  TX/LIBERTY
 AW3067  USGS QUAD   -  SHILOH (1993)
 AW3067
 AW3067                         *CURRENT SURVEY CONTROL
 AW3067  ___________________________________________________________________
 AW3067* NAD 83(1986)-  29 59 07.     (N)    094 44 28.     (W)     SCALED    
 AW3067* NAVD 88     -         6.13   (+/-2cm)      20.1    (feet)  VERTCON   
 AW3067  ___________________________________________________________________
 AW3067  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW3067
 AW3067  VERT ORDER  -  THIRD (See Below)
 AW3067
 AW3067.The horizontal coordinates were scaled from a topographic map and have
 AW3067.an estimated accuracy of +/- 6 seconds.
 AW3067
 AW3067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3067.The vertical order pertains to the NGVD 29 superseded value.
 AW3067
 AW3067.The geoid height was determined by GEOID03.
 AW3067
 AW3067;                    North         East    Units  Estimated Accuracy
 AW3067;SPC TX C     - 3,048,880.    1,239,450.      MT  (+/- 180 meters Scaled)
 AW3067
 AW3067                          SUPERSEDED SURVEY CONTROL
 AW3067
 AW3067  NGVD 29 (01/29/03)    6.13   (m)           20.1    (f) RESET       3  
 AW3067
 AW3067.Superseded values are not recommended for survey control.
 AW3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3067.See file dsdata.txt to determine how the superseded data were derived.
 AW3067
 AW3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP320184(NAD 83)
 AW3067_MARKER: DB = BENCH MARK DISK
 AW3067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3067_SP_SET: BRIDGE
 AW3067_STAMPING: J 663 RESET 1975
 AW3067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3067+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 AW3067
 AW3067  HISTORY     - Date     Condition        Report By
 AW3067  HISTORY     - 1975     MONUMENTED       TXHD
 AW3067  HISTORY     - 19910819 GOOD             USPSQD
 AW3067  HISTORY     - 20050306 GOOD             USPSQD
 AW3067
 AW3067                          STATION DESCRIPTION
 AW3067
 AW3067'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1975
 AW3067'7.2 MI E FROM LIBERTY.
 AW3067'ABOUT 0.8 MILE EAST ALONG U.S. 90 FROM THE TX AND NEW ORLEANS RAILROAD
 AW3067'STATION AT LIBERTY, THENCE ABOUT 6.4 MILES SOUTHEAST ALONG FARM ROAD
 AW3067'563.  25.4 FEET WEST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF THE
 AW3067'WEST WING OF THE SOUTH END OF A CONCRETE BRIDGE OVER REDMOND CREEK,
 AW3067'AND ABOUT 2.25 FEET HIGHER THAN THE LEVEL OF THE ROAD.
 AW3067
 AW3067                          STATION RECOVERY (1991)
 AW3067
 AW3067'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3067'RECOVERED IN GOOD CONDITION.
 AW3067
 AW3067                          STATION RECOVERY (2005)
 AW3067
 AW3067'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW3067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2891 ***********************************************************************
 AW2891  DESIGNATION -  J 665
 AW2891  PID         -  AW2891
 AW2891  STATE/COUNTY-  TX/CHAMBERS
 AW2891  USGS QUAD   -  MOSS BLUFF (1993)
 AW2891
 AW2891                         *CURRENT SURVEY CONTROL
 AW2891  ___________________________________________________________________
 AW2891* NAD 83(1986)-  29 52 37.     (N)    094 49 37.     (W)     SCALED    
 AW2891* NAVD 88     -        10.32   (+/-2cm)      33.9    (feet)  VERTCON   
 AW2891  ___________________________________________________________________
 AW2891  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW2891
 AW2891  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2891
 AW2891.The horizontal coordinates were scaled from a topographic map and have
 AW2891.an estimated accuracy of +/- 6 seconds.
 AW2891
 AW2891.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2891.The vertical order pertains to the NGVD 29 superseded value.
 AW2891
 AW2891.The geoid height was determined by GEOID03.
 AW2891
 AW2891;                    North         East    Units  Estimated Accuracy
 AW2891;SPC TXSC     - 4,233,680.    1,003,020.      MT  (+/- 180 meters Scaled)
 AW2891
 AW2891                          SUPERSEDED SURVEY CONTROL
 AW2891
 AW2891  NGVD 29 (??/??/92)   10.326  (m)           33.88   (f) ADJ UNCH    1 2
 AW2891
 AW2891.Superseded values are not recommended for survey control.
 AW2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2891.See file dsdata.txt to determine how the superseded data were derived.
 AW2891
 AW2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP235065(NAD 83)
 AW2891_MARKER: DB = BENCH MARK DISK
 AW2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2891_STAMPING: J 665 1942
 AW2891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2891+STABILITY: SURFACE MOTION
 AW2891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2891+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AW2891
 AW2891  HISTORY     - Date     Condition        Report By
 AW2891  HISTORY     - 1942     MONUMENTED       CGS
 AW2891  HISTORY     - 1963     GOOD             NGS
 AW2891  HISTORY     - 1971     GOOD             USGS
 AW2891  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2891  HISTORY     - 20031230 GOOD             USPSQD
 AW2891  HISTORY     - 20050208 GOOD             USPSQD
 AW2891
 AW2891                          STATION DESCRIPTION
 AW2891
 AW2891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW2891'4.4 MI NW FROM COVE.
 AW2891'ABOUT 3.6 MILES NORTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE
 AW2891'HIGHWAY 10 OVERPASS AT COVE, THENCE 0.8 MILE NORTHEAST ALONG FARM ROAD
 AW2891'1409, 0.2 MILE NORTHEAST OF A CONCRETE BRIDGE, 54 FEET NORTHWEST OF
 AW2891'THE CENTER LINE OF THE ROAD, 67 FEET SOUTH OF THE CENTER LINE OF A
 AW2891'SHELL ROAD, 55 FEET SOUTHWEST OF A POWER POLE, 9 FEET NORTHEAST OF A
 AW2891'16-INCH PINE TREE, 7 FEET SOUTHEAST OF A BRACE POLE, 1.5 FEET
 AW2891'NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 AW2891'POST PROJECTING 6 INCHES.
 AW2891
 AW2891                          STATION RECOVERY (1971)
 AW2891
 AW2891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AW2891'RECOVERED IN GOOD CONDITION.
 AW2891
 AW2891                          STATION RECOVERY (1990)
 AW2891
 AW2891'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2891'MARK NOT FOUND.
 AW2891
 AW2891                          STATION RECOVERY (2003)
 AW2891
 AW2891'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2891'RECOVERED IN GOOD CONDITION.
 AW2891
 AW2891                          STATION RECOVERY (2005)
 AW2891
 AW2891'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3411 ***********************************************************************
 AW3411  DESIGNATION -  J 666
 AW3411  PID         -  AW3411
 AW3411  STATE/COUNTY-  TX/HARRIS
 AW3411  USGS QUAD   -  HARMASTON (1982)
 AW3411
 AW3411                         *CURRENT SURVEY CONTROL
 AW3411  ___________________________________________________________________
 AW3411* NAD 83(1986)-  29 57 43.     (N)    095 10 31.     (W)     SCALED    
 AW3411* NAVD 88     -        20.83   (+/-2cm)      68.3    (feet)  VERTCON   
 AW3411  ___________________________________________________________________
 AW3411  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3411
 AW3411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3411
 AW3411.The horizontal coordinates were scaled from a topographic map and have
 AW3411.an estimated accuracy of +/- 6 seconds.
 AW3411
 AW3411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3411.The vertical order pertains to the NGVD 29 superseded value.
 AW3411
 AW3411.The geoid height was determined by GEOID03.
 AW3411
 AW3411;                    North         East    Units  Estimated Accuracy
 AW3411;SPC TXSC     - 4,241,950.      969,080.      MT  (+/- 180 meters Scaled)
 AW3411
 AW3411                          SUPERSEDED SURVEY CONTROL
 AW3411
 AW3411  NGVD 29 (??/??/92)   20.831  (m)           68.34   (f) ADJ UNCH    2 0
 AW3411
 AW3411.Superseded values are not recommended for survey control.
 AW3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3411.See file dsdata.txt to determine how the superseded data were derived.
 AW3411
 AW3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP900165(NAD 83)
 AW3411_MARKER: DB = BENCH MARK DISK
 AW3411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3411_SP_SET: FOUNDATION
 AW3411_STAMPING: J 666 1942
 AW3411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3411
 AW3411  HISTORY     - Date     Condition        Report By
 AW3411  HISTORY     - 1942     MONUMENTED       CGS
 AW3411  HISTORY     - 1954     MARK NOT FOUND   NGS
 AW3411
 AW3411                          STATION DESCRIPTION
 AW3411
 AW3411'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3411'7.3 MI SW FROM HUFFMAN.
 AW3411'TO REACH FROM THE BEAUMONT SOUR LAKE AND WESTERN RAILROAD STATION AT
 AW3411'HUFFMAN--PROCEED 7.3 MILES SOUTHWESTERLY ALONG THE RAILROAD TO SITE OF
 AW3411'BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE NORTHEAST OF MILEPOST 391
 AW3411'AND 7.2 FEET SOUTHEAST OF AND ABOUT 0.7 FEET ABOVE THE SOUTHEAST RAIL
 AW3411'OF TRACK.  IT IS SET VERTICALLY IN THE NORTHWEST SIDE OF THE CONCRETE
 AW3411'FOUNDATION OF A RAILROAD SIGNAL BLOCK.
 AW3411
 AW3411                          STATION RECOVERY (1954)
 AW3411
 AW3411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AW3411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0681 ***********************************************************************
 AW0681  DESIGNATION -  J 667
 AW0681  PID         -  AW0681
 AW0681  STATE/COUNTY-  TX/HARRIS
 AW0681  USGS QUAD   -  HUMBLE (1995)
 AW0681
 AW0681                         *CURRENT SURVEY CONTROL
 AW0681  ___________________________________________________________________
 AW0681* NAD 83(1986)-  29 59 35.     (N)    095 15 29.     (W)     SCALED    
 AW0681* NAVD 88     -        25.626  (meters)      84.07   (feet)  ADJUSTED  
 AW0681  ___________________________________________________________________
 AW0681  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW0681  DYNAMIC HT  -          25.592 (meters)      83.96  (feet)  COMP
 AW0681  MODELED GRAV-     979,294.9   (mgal)                       NAVD 88
 AW0681
 AW0681  VERT ORDER  -  FIRST     CLASS II
 AW0681
 AW0681.The horizontal coordinates were scaled from a topographic map and have
 AW0681.an estimated accuracy of +/- 6 seconds.
 AW0681
 AW0681.The orthometric height was determined by differential leveling
 AW0681.and adjusted by the National Geodetic Survey in June 1991..
 AW0681
 AW0681.The geoid height was determined by GEOID03.
 AW0681
 AW0681.The dynamic height is computed by dividing the NAVD 88
 AW0681.geopotential number by the normal gravity value computed on the
 AW0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0681.degrees latitude (g = 980.6199 gals.).
 AW0681
 AW0681.The modeled gravity was interpolated from observed gravity values.
 AW0681
 AW0681;                    North         East    Units  Estimated Accuracy
 AW0681;SPC TXSC     - 4,245,140.      960,980.      MT  (+/- 180 meters Scaled)
 AW0681
 AW0681                          SUPERSEDED SURVEY CONTROL
 AW0681
 AW0681  NGVD 29 (12/23/87)   25.625  (m)           84.07   (f) ADJUSTED    1 2
 AW0681
 AW0681.Superseded values are not recommended for survey control.
 AW0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0681.See file dsdata.txt to determine how the superseded data were derived.
 AW0681
 AW0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP821201(NAD 83)
 AW0681_MARKER: DB = BENCH MARK DISK
 AW0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0681_SP_SET: CONCRETE POST
 AW0681_STAMPING: J 667 1942
 AW0681_MARK LOGO: CGS   
 AW0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0681+STABILITY: SURFACE MOTION
 AW0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0681+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 AW0681
 AW0681  HISTORY     - Date     Condition        Report By
 AW0681  HISTORY     - 1942     MONUMENTED       CGS
 AW0681  HISTORY     - 1954     GOOD             NGS
 AW0681  HISTORY     - 1978     GOOD             NGS
 AW0681  HISTORY     - 1987     GOOD             NGS
 AW0681  HISTORY     - 19941009 GOOD             NGS
 AW0681  HISTORY     - 20040316 GOOD             USPSQD
 AW0681
 AW0681                          STATION DESCRIPTION
 AW0681
 AW0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW0681'0.65 MI SE FROM HUMBLE.
 AW0681'0.45 MILE EAST ALONG BARRETT STREET FROM THE POST OFFICE AT HUMBLE,
 AW0681'THENCE 0.2 MILE SOUTH ALONG OLD HUMBLE ROAD, 28 FEET EAST OF THE
 AW0681'CENTER LINE OF THE ROAD, 23 FEET NORTH OF THE CENTER LINE OF A
 AW0681'DRIVEWAY TO THE HUMBLE CEMETERY, 14.7 FEET NORTH OF THE NORTH END OF A
 AW0681'GATE, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AW0681'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AW0681
 AW0681                          STATION RECOVERY (1978)
 AW0681
 AW0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0681'RECOVERED IN GOOD CONDITION.
 AW0681
 AW0681                          STATION RECOVERY (1987)
 AW0681
 AW0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0681'RECOVERED IN GOOD CONDITION.
 AW0681
 AW0681                          STATION RECOVERY (1994)
 AW0681
 AW0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW0681'IN HUMBLE, AT THE INTERSECTION OF HOUSTON AVENUE AND ISAACS ROAD, 52.1
 AW0681'M (170.9 FT) NORTH OF THE ROAD CENTER, 7.1 M (23.3 FT) NORTH OF THE
 AW0681'CENTER OF THE ENTRANCE ROAD LEADING TO THE HUMBLE CEMETARY, 6.8 M
 AW0681'(22.3 FT) EAST OF THE AVENUE CENTERLINE, 6.5 M (21.3 FT) SOUTH OF A
 AW0681'UTILITY POLE, 0.3 M (1.0 FT) WEST OF A CHAIN-LINK FENCE, 0.2 M (0.7
 AW0681'FT) BELOW THE LEVEL OF THE AVENUE, AND THE MONUMENT IS FLUSH WITH THE
 AW0681'GROUND SURFACE.
 AW0681
 AW0681                          STATION RECOVERY (2004)
 AW0681
 AW0681'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3378 ***********************************************************************
 AW3378  DESIGNATION -  J 668
 AW3378  PID         -  AW3378
 AW3378  STATE/COUNTY-  TX/FORT BEND
 AW3378  USGS QUAD   -  ALMEDA (1995)
 AW3378
 AW3378                         *CURRENT SURVEY CONTROL
 AW3378  ___________________________________________________________________
 AW3378* NAD 83(1986)-  29 30 01.     (N)    095 27 51.     (W)     SCALED    
 AW3378* NAVD 88     -        20.40   (+/-2cm)      66.9    (feet)  VERTCON   
 AW3378  ___________________________________________________________________
 AW3378  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW3378
 AW3378  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3378
 AW3378.The horizontal coordinates were scaled from a topographic map and have
 AW3378.an estimated accuracy of +/- 6 seconds.
 AW3378
 AW3378.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3378.The vertical order pertains to the NGVD 29 superseded value.
 AW3378
 AW3378.The geoid height was determined by GEOID03.
 AW3378
 AW3378;                    North         East    Units  Estimated Accuracy
 AW3378;SPC TXSC     - 4,189,920.      942,760.      MT  (+/- 180 meters Scaled)
 AW3378
 AW3378                          SUPERSEDED SURVEY CONTROL
 AW3378
 AW3378  NGVD 29 (??/??/92)   20.399  (m)           66.93   (f) ADJ UNCH    2 0
 AW3378
 AW3378.Superseded values are not recommended for survey control.
 AW3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3378.See file dsdata.txt to determine how the superseded data were derived.
 AW3378
 AW3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN611659(NAD 83)
 AW3378_MARKER: DB = BENCH MARK DISK
 AW3378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3378_SP_SET: FOUNDATION
 AW3378_STAMPING: J 668 1942
 AW3378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3378
 AW3378  HISTORY     - Date     Condition        Report By
 AW3378  HISTORY     - 1942     MONUMENTED       CGS
 AW3378  HISTORY     - 1956     MARK NOT FOUND   LOCENG
 AW3378
 AW3378                          STATION DESCRIPTION
 AW3378
 AW3378'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3378'6.9 MI W FROM MANVEL.
 AW3378'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILWAY STATION AT
 AW3378'MANVEL-- PROCEED 6.9 MILES WESTERLY ALONG THE RAILROAD TO SITE OF
 AW3378'BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE EAST OF MILEPOST 43, AND
 AW3378'ABOUT 58.0 FEET EAST OF THE INTERSECTION OF THE INTERNATIONAL-GREAT
 AW3378'NORTHERN RAILROAD AT ARCOLA.  IT IS 23.0 FEET NORTHWEST OF THE CENTER
 AW3378'OF THE CROSSING OF STATE HIGHWAY NO. 288, AND SET HORIZONTALLY IN THE
 AW3378'NORTH SIDE OF THE CONCRETE FOUNDATION OF A RAILROAD CROSSING SIGNAL.
 AW3378'NOTE-- BENCH MARK IS ALSO 0.5 MILE SOUTH OF THE INTERSECTION OF STATE
 AW3378'HIGHWAY NO. 6 AND NO. 288 AT ARCOLA.
 AW3378
 AW3378                          STATION RECOVERY (1956)
 AW3378
 AW3378'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 AW3378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2064 ***********************************************************************
 BY2064  DESIGNATION -  J 67
 BY2064  PID         -  BY2064
 BY2064  STATE/COUNTY-  TX/ANDERSON
 BY2064  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2064
 BY2064                         *CURRENT SURVEY CONTROL
 BY2064  ___________________________________________________________________
 BY2064* NAD 83(1986)-  31 45 41.     (N)    095 37 55.     (W)     SCALED    
 BY2064* NAVD 88     -       147.636  (meters)     484.37   (feet)  ADJUSTED  
 BY2064  ___________________________________________________________________
 BY2064  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2064  DYNAMIC HT  -         147.457 (meters)     483.78  (feet)  COMP
 BY2064  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 BY2064  OBS GRAVITY -     979,418.4   (mgal)                       GRAV_OBS
 BY2064
 BY2064  VERT ORDER  -  FIRST     CLASS II
 BY2064
 BY2064.The horizontal coordinates were scaled from a topographic map and have
 BY2064.an estimated accuracy of +/- 6 seconds.
 BY2064
 BY2064.The orthometric height was determined by differential leveling
 BY2064.and adjusted by the National Geodetic Survey in July 2002..
 BY2064
 BY2064.The geoid height was determined by GEOID03.
 BY2064
 BY2064.The dynamic height is computed by dividing the NAVD 88
 BY2064.geopotential number by the normal gravity value computed on the
 BY2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2064.degrees latitude (g = 980.6199 gals.).
 BY2064
 BY2064.The modeled gravity was interpolated from observed gravity values.
 BY2064.The observed gravity was obtained from relative gravimeter ties
 BY2064.to the IGSN71 gravity network.
 BY2064
 BY2064;                    North         East    Units  Estimated Accuracy
 BY2064;SPC TX C     - 3,241,630.    1,145,250.      MT  (+/- 180 meters Scaled)
 BY2064
 BY2064                          SUPERSEDED SURVEY CONTROL
 BY2064
 BY2064  NAVD 88 (06/15/91)  147.635  (m)          484.37   (f) UNKNOWN     1 2
 BY2064  NGVD 29 (??/??/92)  147.607  (m)          484.27   (f) ADJ UNCH    1 2
 BY2064
 BY2064.Superseded values are not recommended for survey control.
 BY2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2064.See file dsdata.txt to determine how the superseded data were derived.
 BY2064
 BY2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR507170(NAD 83)
 BY2064_MARKER: DB = BENCH MARK DISK
 BY2064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY2064_SP_SET: BUILDING
 BY2064_STAMPING: J 67 1919 ELEV 484.278
 BY2064_MARK LOGO: CGS   
 BY2064_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2064+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1997
 BY2064
 BY2064  HISTORY     - Date     Condition        Report By
 BY2064  HISTORY     - 1929     MONUMENTED       CGS
 BY2064  HISTORY     - 1960     GOOD             NGS
 BY2064  HISTORY     - 1980     GOOD             NGS
 BY2064  HISTORY     - 1990     GOOD             USPSQD
 BY2064  HISTORY     - 19971016 GOOD             NGS
 BY2064  HISTORY     - 20020824 GOOD             USPSQD
 BY2064
 BY2064                          STATION DESCRIPTION
 BY2064
 BY2064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2064'IN PALESTINE.
 BY2064'2 BLOCKS EAST ALONG WEST SPRING STREET FROM THE MISSOURI PACIFIC
 BY2064'RAILROAD STATION AT PALESTINE, AT THE INTERSECTION OF NORTH SYCAMORE
 BY2064'AND WEST SPRING STREETS, SET VERTICALLY IN THE EAST FACE OF THE LELAND
 BY2064'DOUTHIT DRUG STORE BUILDING, 28 1/2 FEET NORTH OF THE NORTH CURB OF
 BY2064'WEST SPRING STREET, 8 1/2 FEET WEST OF THE WEST CURB OF NORTH SYCAMORE
 BY2064'STREET, 10 1/2 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND
 BY2064'ABOUT 3 FEET ABOVE THE SIDEWALK.
 BY2064
 BY2064                          STATION RECOVERY (1980)
 BY2064
 BY2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2064'IN PALESTINE, AT THE INTERSECTION OF NORTH SYCAMORE AND EAST SPRING
 BY2064'STREETS, SET VERTICALLY IN THE EAST FACE OF THE BRICK BUILDING OF THE
 BY2064'EDWARD JONES AND COMPANY STOCK EXCHANGE (PREVIOUSLY THE LELAND DOUTHIT
 BY2064'DRUG STORE BUILDING), 8.7 M. (28.6 FT.) NORTH OF THE NORTH CURB OF
 BY2064'EAST SPRING STREET, 2.6 M. (8.6 FT.) WEST OF THE WEST CURB OF NORTH
 BY2064'SYCAMORE STREET, 3.0 M. (9.9 FT.) NORTH OF THE SOUTHEAST CORNER OF THE
 BY2064'BUILDING.
 BY2064'THE MARK IS 0.9 M ABOVE THE SIDEWALK.
 BY2064
 BY2064                          STATION RECOVERY (1990)
 BY2064
 BY2064'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2064'RECOVERED IN GOOD CONDITION.
 BY2064
 BY2064                          STATION RECOVERY (1997)
 BY2064
 BY2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2064'IN PALESTINE, AT THE INTERSECTION OF NORTH SYCAMORE AND EAST SPRING
 BY2064'STREETS, SET VERTICALLY IN THE EAST FACE OF A BRICK BUILDING, 18.5 M
 BY2064'(60.7 FT) NORTH OF THE CENTERLINE OF EAST SPRING STREET, 9.0 M (29.5
 BY2064'FT) WEST OF THE CENTER OF NORTH SYCAMORE STREET, 3.6 M (11.8 FT) NORTH
 BY2064'OF THE SOUTHEAST CORNER OF THE BUILDING, AND 0.9 M (3.0 FT) ABOVE THE
 BY2064'LEVEL OF NORTH SYCAMORE STREET.  THERE HAS BEEN A 2 STAMPED OVER THE
 BY2064'SECOND 1 IN THE DATE.
 BY2064
 BY2064                          STATION RECOVERY (2002)
 BY2064
 BY2064'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1030 ***********************************************************************
 AB1030  DESIGNATION -  J 670
 AB1030  PID         -  AB1030
 AB1030  STATE/COUNTY-  TX/KENEDY
 AB1030  USGS QUAD   -  SALTILLO WELL (1975)
 AB1030
 AB1030                         *CURRENT SURVEY CONTROL
 AB1030  ___________________________________________________________________
 AB1030* NAD 83(1986)-  26 45 08.     (N)    097 40 22.     (W)     SCALED    
 AB1030* NAVD 88     -         4.010  (meters)      13.16   (feet)  ADJUSTED  
 AB1030  ___________________________________________________________________
 AB1030  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AB1030  DYNAMIC HT  -           4.003 (meters)      13.13  (feet)  COMP
 AB1030  MODELED GRAV-     979,072.4   (mgal)                       NAVD 88
 AB1030
 AB1030  VERT ORDER  -  SECOND    CLASS 0
 AB1030
 AB1030.The horizontal coordinates were scaled from a topographic map and have
 AB1030.an estimated accuracy of +/- 6 seconds.
 AB1030
 AB1030.The orthometric height was determined by differential leveling
 AB1030.and adjusted by the National Geodetic Survey in June 1991..
 AB1030
 AB1030.The geoid height was determined by GEOID03.
 AB1030
 AB1030.The dynamic height is computed by dividing the NAVD 88
 AB1030.geopotential number by the normal gravity value computed on the
 AB1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1030.degrees latitude (g = 980.6199 gals.).
 AB1030
 AB1030.The modeled gravity was interpolated from observed gravity values.
 AB1030
 AB1030;                    North         East    Units  Estimated Accuracy
 AB1030;SPC TX S     - 5,120,540.      382,280.      MT  (+/- 180 meters Scaled)
 AB1030
 AB1030                          SUPERSEDED SURVEY CONTROL
 AB1030
 AB1030  NGVD 29 (??/??/92)    4.092  (m)           13.43   (f) ADJ UNCH    2 0
 AB1030
 AB1030.Superseded values are not recommended for survey control.
 AB1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1030.See file dsdata.txt to determine how the superseded data were derived.
 AB1030
 AB1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ319596(NAD 83)
 AB1030_MARKER: DB = BENCH MARK DISK
 AB1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1030_STAMPING: J 670 1942
 AB1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1030+STABILITY: SURFACE MOTION
 AB1030
 AB1030  HISTORY     - Date     Condition        Report By
 AB1030  HISTORY     - 1942     MONUMENTED       CGS
 AB1030
 AB1030                          STATION DESCRIPTION
 AB1030
 AB1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1030'2.5 MI E FROM NORIAS RANCH.
 AB1030'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1030'TRACK ROAD TO THE TOTACHE WINDMILL, GO 1.4 MILES TO A GATE IN
 AB1030'NORTH-SOUTH FENCE, PASS THROUGH GATE AND CONTINUE SOUTHEASTERLY ON
 AB1030'RIGHT FORK OF TRACK ROAD AND GO 1.1 MILES TO A CORRAL AND SITE OF
 AB1030'BENCH MARK.  BENCH MARK IS ABOUT 300.0 FEET SOUTHWEST OF THE SOUTHWEST
 AB1030'CORNER OF THE CORRAL, 15.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION
 AB1030'AS THE CENTERLINE OF THE ROAD, 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN
 AB1030'MARKER POST AND AT THE WEST EDGE OF A MESQUITE THICKET. MONUMENT
 AB1030'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0499 ***********************************************************************
 AB0499  DESIGNATION -  J 671 RESET 1964
 AB0499  PID         -  AB0499
 AB0499  STATE/COUNTY-  TX/WILLACY
 AB0499  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0499
 AB0499                         *CURRENT SURVEY CONTROL
 AB0499  ___________________________________________________________________
 AB0499* NAD 83(1986)-  26 28 51.     (N)    097 39 08.     (W)     SCALED    
 AB0499* NAVD 88     -         6.68   (meters)      21.9    (feet)  RESET     
 AB0499  ___________________________________________________________________
 AB0499  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 AB0499
 AB0499  VERT ORDER  -  THIRD
 AB0499
 AB0499.The horizontal coordinates were scaled from a topographic map and have
 AB0499.an estimated accuracy of +/- 6 seconds.
 AB0499
 AB0499.The orthometric height was computed from unverified reset data.
 AB0499
 AB0499.The geoid height was determined by GEOID03.
 AB0499
 AB0499;                    North         East    Units  Estimated Accuracy
 AB0499;SPC TX S     - 5,090,490.      384,520.      MT  (+/- 180 meters Scaled)
 AB0499
 AB0499                          SUPERSEDED SURVEY CONTROL
 AB0499
 AB0499.No superseded survey control is available for this station.
 AB0499
 AB0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ343296(NAD 83)
 AB0499_MARKER: DB = BENCH MARK DISK
 AB0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0499_SP_SET: CULVERT
 AB0499_STAMPING: J 671 RESET 1964
 AB0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0499
 AB0499  HISTORY     - Date     Condition        Report By
 AB0499  HISTORY     - 1964     MONUMENTED       CGS
 AB0499  HISTORY     - 1987     GOOD             USPSQD
 AB0499  HISTORY     - 1988     GOOD             USPSQD
 AB0499  HISTORY     - 1988     GOOD             USPSQD
 AB0499
 AB0499                          STATION DESCRIPTION
 AB0499
 AB0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AB0499'8.25 MI E FROM RAYMONDVILLE.
 AB0499'ABOUT 8.25 MILES EAST ALONG STATE HIGHWAY 186 FROM THE JUNCTION OF
 AB0499'U.S. HIGHWAY 77 AND STATE HIGHWAY 186 IN RAYMONDVILLE.  23.7 FEET
 AB0499'SOUTH OF THE CENTER LINE OF HIGHWAY, AT TEXAS HIGHWAY DEOARTMENT BASE
 AB0499'LINE STATION 425 + 55, AT A CONCRETE CULVERT AND IN THE TOP OF THE
 AB0499'SOUTH HEADWALL.  A STANDARD DISK STAMPED J 671 RESET 1964.
 AB0499
 AB0499                          STATION RECOVERY (1987)
 AB0499
 AB0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0499'RECOVERED IN GOOD CONDITION.
 AB0499
 AB0499                          STATION RECOVERY (1988)
 AB0499
 AB0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEC)
 AB0499'RECOVERED IN GOOD CONDITION.
 AB0499
 AB0499                          STATION RECOVERY (1988)
 AB0499
 AB0499'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1066 ***********************************************************************
 AB1066  DESIGNATION -  J 672
 AB1066  PID         -  AB1066
 AB1066  STATE/COUNTY-  TX/KENEDY
 AB1066  USGS QUAD   -  LOS AMIGOS WINDMILL (1975)
 AB1066
 AB1066                         *CURRENT SURVEY CONTROL
 AB1066  ___________________________________________________________________
 AB1066* NAD 83(1986)-  26 47 45.     (N)    097 35 16.     (W)     SCALED    
 AB1066* NAVD 88     -         6.142  (meters)      20.15   (feet)  ADJUSTED  
 AB1066  ___________________________________________________________________
 AB1066  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AB1066  DYNAMIC HT  -           6.133 (meters)      20.12  (feet)  COMP
 AB1066  MODELED GRAV-     979,081.2   (mgal)                       NAVD 88
 AB1066
 AB1066  VERT ORDER  -  SECOND    CLASS 0
 AB1066
 AB1066.The horizontal coordinates were scaled from a topographic map and have
 AB1066.an estimated accuracy of +/- 6 seconds.
 AB1066
 AB1066.The orthometric height was determined by differential leveling
 AB1066.and adjusted by the National Geodetic Survey in June 1991..
 AB1066
 AB1066.The geoid height was determined by GEOID03.
 AB1066
 AB1066.The dynamic height is computed by dividing the NAVD 88
 AB1066.geopotential number by the normal gravity value computed on the
 AB1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1066.degrees latitude (g = 980.6199 gals.).
 AB1066
 AB1066.The modeled gravity was interpolated from observed gravity values.
 AB1066
 AB1066;                    North         East    Units  Estimated Accuracy
 AB1066;SPC TX S     - 5,125,430.      390,700.      MT  (+/- 180 meters Scaled)
 AB1066
 AB1066                          SUPERSEDED SURVEY CONTROL
 AB1066
 AB1066  NGVD 29 (??/??/92)    6.226  (m)           20.43   (f) ADJ UNCH    2 0
 AB1066
 AB1066.Superseded values are not recommended for survey control.
 AB1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1066.See file dsdata.txt to determine how the superseded data were derived.
 AB1066
 AB1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ403646(NAD 83)
 AB1066_MARKER: DB = BENCH MARK DISK
 AB1066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB1066_SP_SET: WATER TANK
 AB1066_STAMPING: J 672 1942
 AB1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB1066
 AB1066  HISTORY     - Date     Condition        Report By
 AB1066  HISTORY     - 1942     MONUMENTED       CGS
 AB1066  HISTORY     - 1950     GOOD             NGS
 AB1066
 AB1066                          STATION DESCRIPTION
 AB1066
 AB1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1066'9.5 MI NE FROM NORIAS RANCH.
 AB1066'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1066'TRACK ROAD AND GO 1.4 MILES TO GATE AND FORK IN ROAD, PASS THROUGH
 AB1066'GATE AND TAKE LEFT FORK, (ROAD TO SANTA CRUZ WINDMILL), CONTINUE
 AB1066'NORTHEASTERLY 8.1 MILES TO A LARGE ROUND CONCRETE WATER TANK AND SITE
 AB1066'OF BENCH MARK.  BENCH MARK IS 72.0 FEET NORTHWEST OF A GATE, 15.0 FEET
 AB1066'NORTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD, AND SET
 AB1066'HORIZONTALLY IN TOP OF THE SOUTH SIDE OF THE CONCRETE WATER TANK.
 AB1066
 AB1066                          STATION RECOVERY (1950)
 AB1066
 AB1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1072 ***********************************************************************
 AB1072  DESIGNATION -  J 673
 AB1072  PID         -  AB1072
 AB1072  STATE/COUNTY-  TX/KENEDY
 AB1072  USGS QUAD   -  SAN PERLITA NORTH (1975)
 AB1072
 AB1072                         *CURRENT SURVEY CONTROL
 AB1072  ___________________________________________________________________
 AB1072* NAD 83(1986)-  26 35 54.     (N)    097 43 15.     (W)     SCALED    
 AB1072* NAVD 88     -         8.912  (meters)      29.24   (feet)  ADJUSTED  
 AB1072  ___________________________________________________________________
 AB1072  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AB1072  DYNAMIC HT  -           8.898 (meters)      29.19  (feet)  COMP
 AB1072  MODELED GRAV-     979,058.6   (mgal)                       NAVD 88
 AB1072
 AB1072  VERT ORDER  -  SECOND    CLASS 0
 AB1072
 AB1072.The horizontal coordinates were scaled from a topographic map and have
 AB1072.an estimated accuracy of +/- 6 seconds.
 AB1072
 AB1072.The orthometric height was determined by differential leveling
 AB1072.and adjusted by the National Geodetic Survey in June 1991..
 AB1072
 AB1072.The geoid height was determined by GEOID03.
 AB1072
 AB1072.The dynamic height is computed by dividing the NAVD 88
 AB1072.geopotential number by the normal gravity value computed on the
 AB1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1072.degrees latitude (g = 980.6199 gals.).
 AB1072
 AB1072.The modeled gravity was interpolated from observed gravity values.
 AB1072
 AB1072;                    North         East    Units  Estimated Accuracy
 AB1072;SPC TX S     - 5,103,460.      377,600.      MT  (+/- 180 meters Scaled)
 AB1072
 AB1072                          SUPERSEDED SURVEY CONTROL
 AB1072
 AB1072  NGVD 29 (??/??/92)    8.982  (m)           29.47   (f) ADJ UNCH    2 0
 AB1072
 AB1072.Superseded values are not recommended for survey control.
 AB1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1072.See file dsdata.txt to determine how the superseded data were derived.
 AB1072
 AB1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ273425(NAD 83)
 AB1072_MARKER: DB = BENCH MARK DISK
 AB1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1072_STAMPING: J 673 1942
 AB1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1072+STABILITY: SURFACE MOTION
 AB1072
 AB1072  HISTORY     - Date     Condition        Report By
 AB1072  HISTORY     - 1942     MONUMENTED       CGS
 AB1072
 AB1072                          STATION DESCRIPTION
 AB1072
 AB1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1072'10.7 MI NE FROM RAYMONDVILLE.
 AB1072'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB1072'PROCEED NORTHERLY ON STATE HIGHWAY NO. 96, GO 7.9 MILES TO THE
 AB1072'KENEDY-WILLACY COUNTY LINE, TURN EAST (RIGHT) ONTO TRAIL ALONG THE
 AB1072'NORTH SIDE OF THE COUNTY LINE FENCE AND GO 2.8 MILES TO THE
 AB1072'INTERSECTION OF A TRAIL LEADING NORTH AND SITE OF BENCH MARK.  BENCH
 AB1072'MARK IS ABOUT 50.0 FEET WEST OF THE INTERSECTION OF THE TRAIL, 3.0
 AB1072'FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.5 FEET NORTH OF
 AB1072'THE COUNTY LINE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0531 ***********************************************************************
 AB0531  DESIGNATION -  J 674 RESET 1950
 AB0531  PID         -  AB0531
 AB0531  STATE/COUNTY-  TX/WILLACY
 AB0531  USGS QUAD   -  WILLAMAR SW (1983)
 AB0531
 AB0531                         *CURRENT SURVEY CONTROL
 AB0531  ___________________________________________________________________
 AB0531* NAD 83(1986)-  26 21 26.     (N)    097 40 43.     (W)     SCALED    
 AB0531* NAVD 88     -         9.138  (meters)      29.98   (feet)  ADJUSTED  
 AB0531  ___________________________________________________________________
 AB0531  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AB0531  DYNAMIC HT  -           9.124 (meters)      29.93  (feet)  COMP
 AB0531  MODELED GRAV-     979,047.1   (mgal)                       NAVD 88
 AB0531
 AB0531  VERT ORDER  -  FIRST     CLASS II
 AB0531
 AB0531.The horizontal coordinates were scaled from a topographic map and have
 AB0531.an estimated accuracy of +/- 6 seconds.
 AB0531
 AB0531.The orthometric height was determined by differential leveling
 AB0531.and adjusted by the National Geodetic Survey in June 1991..
 AB0531
 AB0531.The geoid height was determined by GEOID03.
 AB0531
 AB0531.The dynamic height is computed by dividing the NAVD 88
 AB0531.geopotential number by the normal gravity value computed on the
 AB0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0531.degrees latitude (g = 980.6199 gals.).
 AB0531
 AB0531.The modeled gravity was interpolated from observed gravity values.
 AB0531
 AB0531;                    North         East    Units  Estimated Accuracy
 AB0531;SPC TX S     - 5,076,780.      381,980.      MT  (+/- 180 meters Scaled)
 AB0531
 AB0531                          SUPERSEDED SURVEY CONTROL
 AB0531
 AB0531  NGVD 29 (??/??/92)    9.208  (m)           30.21   (f) ADJ UNCH    1 2
 AB0531
 AB0531.Superseded values are not recommended for survey control.
 AB0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0531.See file dsdata.txt to determine how the superseded data were derived.
 AB0531
 AB0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ318159(NAD 83)
 AB0531_MARKER: DB = BENCH MARK DISK
 AB0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0531_STAMPING: J 674 1942 RESET 1950
 AB0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0531+STABILITY: SURFACE MOTION
 AB0531
 AB0531  HISTORY     - Date     Condition        Report By
 AB0531  HISTORY     - 1950     MONUMENTED       CGS
 AB0531  HISTORY     - 1951     GOOD             NGS
 AB0531  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0531
 AB0531                          STATION DESCRIPTION
 AB0531
 AB0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0531'7.7 MI NE FROM SEBASTIAN.
 AB0531'0.9 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0531'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 6.8 MILES EAST ALONG
 AB0531'FARM ROAD 1018, 37 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN LINE
 AB0531'WITH AN EAST AND WEST FENCE, 1.4 FEET WEST OF A WITNESS POST, SET IN
 AB0531'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AB0531
 AB0531                          STATION RECOVERY (1987)
 AB0531
 AB0531'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0625 ***********************************************************************
 AB0625  DESIGNATION -  J 675
 AB0625  PID         -  AB0625
 AB0625  STATE/COUNTY-  TX/CAMERON
 AB0625  USGS QUAD   -  RIO HONDO (1980)
 AB0625
 AB0625                         *CURRENT SURVEY CONTROL
 AB0625  ___________________________________________________________________
 AB0625* NAD 83(1986)-  26 14 27.     (N)    097 31 51.     (W)     SCALED    
 AB0625* NAVD 88     -         5.150  (meters)      16.90   (feet)  ADJUSTED  
 AB0625  ___________________________________________________________________
 AB0625  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 AB0625  DYNAMIC HT  -           5.142 (meters)      16.87  (feet)  COMP
 AB0625  MODELED GRAV-     979,050.4   (mgal)                       NAVD 88
 AB0625
 AB0625  VERT ORDER  -  SECOND    CLASS 0
 AB0625
 AB0625.The horizontal coordinates were scaled from a topographic map and have
 AB0625.an estimated accuracy of +/- 6 seconds.
 AB0625
 AB0625.The orthometric height was determined by differential leveling
 AB0625.and adjusted by the National Geodetic Survey in June 1991..
 AB0625
 AB0625.The geoid height was determined by GEOID03.
 AB0625
 AB0625.The dynamic height is computed by dividing the NAVD 88
 AB0625.geopotential number by the normal gravity value computed on the
 AB0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0625.degrees latitude (g = 980.6199 gals.).
 AB0625
 AB0625.The modeled gravity was interpolated from observed gravity values.
 AB0625
 AB0625;                    North         East    Units  Estimated Accuracy
 AB0625;SPC TX S     - 5,063,990.      396,830.      MT  (+/- 180 meters Scaled)
 AB0625
 AB0625                          SUPERSEDED SURVEY CONTROL
 AB0625
 AB0625  NGVD 29 (??/??/92)    5.251  (m)           17.23   (f) ADJ UNCH    2 0
 AB0625
 AB0625.Superseded values are not recommended for survey control.
 AB0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0625.See file dsdata.txt to determine how the superseded data were derived.
 AB0625
 AB0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ467031(NAD 83)
 AB0625_MARKER: DB = BENCH MARK DISK
 AB0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0625_STAMPING: J 675 1942
 AB0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0625+STABILITY: SURFACE MOTION
 AB0625
 AB0625  HISTORY     - Date     Condition        Report By
 AB0625  HISTORY     - 1942     MONUMENTED       CGS
 AB0625
 AB0625                          STATION DESCRIPTION
 AB0625
 AB0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0625'4.0 MI NE FROM RIO HONDO.
 AB0625'TO REACH FROM THE HIGH SCHOOL AT RIO HONDO, PROCEED EASTERLY ON STATE
 AB0625'HIGHWAY NUMBER 345, GO 0.9 MILE TO A CROSSROAD, CONTINUE EASTERLY ON
 AB0625'PAVED ROAD, GO 2.1 MILES.  TURN NORTHERLY (LEFT) AND GO 1.0 MILE TO A
 AB0625'CROSSROAD AND SITE OF BENCH MARK.  BENCH MARK IS 50 FEET NORTH OF THE
 AB0625'CENTERLINE OF THE EAST-WEST ROAD.  24 FEET EAST OF THE CENTERLINE OF
 AB0625'THE NORTH-SOUTH ROAD.  5.0 FEET SOUTH OF A POWER POLE NUMBER 14E11.
 AB0625'3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0626 ***********************************************************************
 AB0626  DESIGNATION -  J 675 RESET 1947
 AB0626  PID         -  AB0626
 AB0626  STATE/COUNTY-  TX/CAMERON
 AB0626  USGS QUAD   -  RIO HONDO (1980)
 AB0626
 AB0626                         *CURRENT SURVEY CONTROL
 AB0626  ___________________________________________________________________
 AB0626* NAD 83(1986)-  26 14 27.     (N)    097 31 50.     (W)     SCALED    
 AB0626* NAVD 88     -         6.56   (meters)      21.5    (feet)  RESET     
 AB0626  ___________________________________________________________________
 AB0626  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 AB0626
 AB0626  VERT ORDER  -  THIRD
 AB0626
 AB0626.The horizontal coordinates were scaled from a topographic map and have
 AB0626.an estimated accuracy of +/- 6 seconds.
 AB0626
 AB0626.The orthometric height was computed from unverified reset data.
 AB0626
 AB0626.The geoid height was determined by GEOID03.
 AB0626
 AB0626;                    North         East    Units  Estimated Accuracy
 AB0626;SPC TX S     - 5,063,990.      396,860.      MT  (+/- 180 meters Scaled)
 AB0626
 AB0626                          SUPERSEDED SURVEY CONTROL
 AB0626
 AB0626.No superseded survey control is available for this station.
 AB0626
 AB0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ467031(NAD 83)
 AB0626_MARKER: DB = BENCH MARK DISK
 AB0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0626_STAMPING: J 675 RESET 1947
 AB0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0626+STABILITY: SURFACE MOTION
 AB0626
 AB0626  HISTORY     - Date     Condition        Report By
 AB0626  HISTORY     - 1947     MONUMENTED       TXHD
 AB0626  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0626
 AB0626                          STATION DESCRIPTION
 AB0626
 AB0626'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1947
 AB0626'4.0 MI NE FROM RIO HONDO.
 AB0626'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0626'HONDO, CAMERON COUNTY, 2.1 MILES EAST ALONG A PAVED ROAD, AND 1 MILE
 AB0626'NORTH ALONG FARM-TO-MARKET HIGHWAY 106.  AT A ROAD INTERSECTION, 50
 AB0626'FEET NORTH OF THE CENTERLINE OF THE CROSSROAD, 30 FEET EAST OF THE
 AB0626'CENTERLINE OF THE HIGHWAY, NEAR A POWERLINE POLE, AND 4 FEET FROM A
 AB0626'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 675 RESET 1947
 AB0626'AND SET IN THE TOP OF A CONCRETE POST.
 AB0626
 AB0626                          STATION RECOVERY (1987)
 AB0626
 AB0626'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0652 ***********************************************************************
 AB0652  DESIGNATION -  J 677
 AB0652  PID         -  AB0652
 AB0652  STATE/COUNTY-  TX/CAMERON
 AB0652  USGS QUAD   -  RIO HONDO (1980)
 AB0652
 AB0652                         *CURRENT SURVEY CONTROL
 AB0652  ___________________________________________________________________
 AB0652* NAD 83(1986)-  26 07 58.     (N)    097 31 12.     (W)     SCALED    
 AB0652* NAVD 88     -         5.287  (meters)      17.35   (feet)  ADJUSTED  
 AB0652  ___________________________________________________________________
 AB0652  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 AB0652  DYNAMIC HT  -           5.279 (meters)      17.32  (feet)  COMP
 AB0652  MODELED GRAV-     979,043.4   (mgal)                       NAVD 88
 AB0652
 AB0652  VERT ORDER  -  SECOND    CLASS 0
 AB0652
 AB0652.The horizontal coordinates were scaled from a topographic map and have
 AB0652.an estimated accuracy of +/- 6 seconds.
 AB0652
 AB0652.The orthometric height was determined by differential leveling
 AB0652.and adjusted by the National Geodetic Survey in June 1991..
 AB0652
 AB0652.The geoid height was determined by GEOID03.
 AB0652
 AB0652.The dynamic height is computed by dividing the NAVD 88
 AB0652.geopotential number by the normal gravity value computed on the
 AB0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0652.degrees latitude (g = 980.6199 gals.).
 AB0652
 AB0652.The modeled gravity was interpolated from observed gravity values.
 AB0652
 AB0652;                    North         East    Units  Estimated Accuracy
 AB0652;SPC TX S     - 5,052,020.      398,010.      MT  (+/- 180 meters Scaled)
 AB0652
 AB0652                          SUPERSEDED SURVEY CONTROL
 AB0652
 AB0652  NGVD 29 (??/??/92)    5.396  (m)           17.70   (f) ADJ UNCH    2 0
 AB0652
 AB0652.Superseded values are not recommended for survey control.
 AB0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0652.See file dsdata.txt to determine how the superseded data were derived.
 AB0652
 AB0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP479912(NAD 83)
 AB0652_MARKER: DD = SURVEY DISK
 AB0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0652_SP_SET: CULVERT
 AB0652_STAMPING: J 677 1942
 AB0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0652
 AB0652  HISTORY     - Date     Condition        Report By
 AB0652  HISTORY     - 1942     MONUMENTED       TX-061
 AB0652  HISTORY     - 1942     GOOD             NGS
 AB0652  HISTORY     - 1987     GOOD             USPSQD
 AB0652  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0652  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0652
 AB0652                          STATION DESCRIPTION
 AB0652
 AB0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0652'7.8 MI E FROM SAN BENITO.
 AB0652'7.8 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0652'BENITO, CAMERON COUTNY, 6.0 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0652'TO BAYVIEW.  0.1 MILE WEST OF A ROAD INTERSECTION, 24 FEET NORTH OF
 AB0652'AND 5 FEET LOWER THAN THE CENTERLINE OF THE ROAD, AT A CONCRETE
 AB0652'CULVERT, AND IN THE CENTER OF THE TOP OF THE NORTH HEADWALL. A CAMERON
 AB0652'COUNTY STANDARD DISK, STAMPED J 677 1942.
 AB0652
 AB0652                          STATION RECOVERY (1987)
 AB0652
 AB0652'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0652'RECOVERED IN GOOD CONDITION.
 AB0652
 AB0652                          STATION RECOVERY (1987)
 AB0652
 AB0652'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0652'MARK NOT FOUND.
 AB0652
 AB0652                          STATION RECOVERY (1988)
 AB0652
 AB0652'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0007 ***********************************************************************
 AB0007  DESIGNATION -  J 678
 AB0007  PID         -  AB0007
 AB0007  STATE/COUNTY-  TX/CAMERON
 AB0007  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0007
 AB0007                         *CURRENT SURVEY CONTROL
 AB0007  ___________________________________________________________________
 AB0007* NAD 83(1986)-  25 54 56.     (N)    097 29 24.     (W)     SCALED    
 AB0007* NAVD 88     -         9.225  (meters)      30.27   (feet)  ADJUSTED  
 AB0007  ___________________________________________________________________
 AB0007  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 AB0007  DYNAMIC HT  -           9.210 (meters)      30.22  (feet)  COMP
 AB0007  MODELED GRAV-     979,026.6   (mgal)                       NAVD 88
 AB0007
 AB0007  VERT ORDER  -  FIRST     CLASS II
 AB0007
 AB0007.The horizontal coordinates were scaled from a topographic map and have
 AB0007.an estimated accuracy of +/- 6 seconds.
 AB0007
 AB0007.The orthometric height was determined by differential leveling
 AB0007.and adjusted by the National Geodetic Survey in June 1991..
 AB0007
 AB0007.The geoid height was determined by GEOID03.
 AB0007
 AB0007.The dynamic height is computed by dividing the NAVD 88
 AB0007.geopotential number by the normal gravity value computed on the
 AB0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0007.degrees latitude (g = 980.6199 gals.).
 AB0007
 AB0007.The modeled gravity was interpolated from observed gravity values.
 AB0007
 AB0007;                    North         East    Units  Estimated Accuracy
 AB0007;SPC TX S     - 5,027,980.      401,200.      MT  (+/- 180 meters Scaled)
 AB0007
 AB0007                          SUPERSEDED SURVEY CONTROL
 AB0007
 AB0007  NGVD 29 (??/??/92)    9.305  (m)           30.53   (f) ADJ UNCH    1 2
 AB0007
 AB0007.Superseded values are not recommended for survey control.
 AB0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0007.See file dsdata.txt to determine how the superseded data were derived.
 AB0007
 AB0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP512672(NAD 83)
 AB0007_MARKER: DB = BENCH MARK DISK
 AB0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0007_STAMPING: J 678 1942
 AB0007_MARK LOGO: CGS   
 AB0007_PROJECTION: PROJECTING 15 CENTIMETERS
 AB0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0007+STABILITY: SURFACE MOTION
 AB0007
 AB0007  HISTORY     - Date     Condition        Report By
 AB0007  HISTORY     - 1942     MONUMENTED       CGS
 AB0007  HISTORY     - 1951     GOOD             NGS
 AB0007  HISTORY     - 1982     GOOD             NGS
 AB0007  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0007  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0007  HISTORY     - 19910320 MARK NOT FOUND   USPSQD
 AB0007
 AB0007                          STATION DESCRIPTION
 AB0007
 AB0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0007'1.1 MI NE FROM BROWNSVILLE.
 AB0007'1.0 MILE NORTHEAST ALONG SEVENTH STREET FROM THE JUNCTION WITH U.S.
 AB0007'HIGHWAY 83 AT BROWNSVILLE, THENCE 0.1 MILE NORTH ALONG LOS FRESNOS
 AB0007'ROAD, NEAR THE NORTHWEST CORNER OF A CEMETERY, 40 FEET EAST OF THE
 AB0007'CENTER LINE OF THE ROAD, 16 FEET NORTHEAST OF A TELEPHONE POLE, 1.3
 AB0007'FEET SOUTH OF A WITNESS POST, IN LINE WITH A NORTH AND SOUTH FENCE,
 AB0007'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AB0007
 AB0007                          STATION RECOVERY (1982)
 AB0007
 AB0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0007'LEVEL LINE REROUTED, MARK NOT LEVELED TO AT THIS TIME, NOTE, NEW
 AB0007'DESCRIPTION FOLLOWS, THE MARK IS LOCATED ABOUT 0.2 KM (0.15 MI) NORTH
 AB0007'ALONG PAREDES AVENUE FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 83 NEAR
 AB0007'THE CENTER OF THE BUENA VISTA CEMETARY, 12.1 M (40.0 FT) EAST OF THE
 AB0007'CENTER OF THE AVENUE, 0.3 M (1.0 FT) WEST OF THE CEMETARY FENCE, AND
 AB0007'91.4 M (300.00 FT) SOUTH OF THE MAIN ENTRANCE TO THE CEMETARY.
 AB0007'THE MARK IS ABOVE LEVEL WITH STREET.
 AB0007
 AB0007                          STATION RECOVERY (1987)
 AB0007
 AB0007'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0007'MARK NOT FOUND.
 AB0007
 AB0007                          STATION RECOVERY (1990)
 AB0007
 AB0007'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0007'MARK NOT FOUND.
 AB0007
 AB0007                          STATION RECOVERY (1991)
 AB0007
 AB0007'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0143 ***********************************************************************
 AB0143  DESIGNATION -  J 679
 AB0143  PID         -  AB0143
 AB0143  STATE/COUNTY-  TX/CAMERON
 AB0143  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0143
 AB0143                         *CURRENT SURVEY CONTROL
 AB0143  ___________________________________________________________________
 AB0143* NAD 83(1986)-  25 59 52.     (N)    097 27 41.     (W)     SCALED    
 AB0143* NAVD 88     -         3.940  (meters)      12.93   (feet)  POSTED    
 AB0143  ___________________________________________________________________
 AB0143  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 AB0143  DYNAMIC HT  -           3.930 (meters)      12.89  (feet)  COMP
 AB0143  MODELED GRAV-     979,037.3   (mgal)                       NAVD 88
 AB0143
 AB0143  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AB0143
 AB0143.The horizontal coordinates were scaled from a topographic map and have
 AB0143.an estimated accuracy of +/- 6 seconds.
 AB0143
 AB0143.The orthometric height was determined by differential leveling
 AB0143.and adjusted by the National Geodetic Survey in 1992..
 AB0143.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AB0143.rate of 1.1 thru 2.0 mm/km.
 AB0143
 AB0143.The geoid height was determined by GEOID03.
 AB0143
 AB0143.The dynamic height is computed by dividing the NAVD 88
 AB0143.geopotential number by the normal gravity value computed on the
 AB0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0143.degrees latitude (g = 980.6199 gals.).
 AB0143
 AB0143.The modeled gravity was interpolated from observed gravity values.
 AB0143
 AB0143;                    North         East    Units  Estimated Accuracy
 AB0143;SPC TX S     - 5,037,110.      403,990.      MT  (+/- 180 meters Scaled)
 AB0143
 AB0143                          SUPERSEDED SURVEY CONTROL
 AB0143
 AB0143  NGVD 29 (??/??/92)    4.028  (m)           13.22   (f) ADJ UNCH    2 0
 AB0143
 AB0143.Superseded values are not recommended for survey control.
 AB0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0143.See file dsdata.txt to determine how the superseded data were derived.
 AB0143
 AB0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP539763(NAD 83)
 AB0143_MARKER: DB = BENCH MARK DISK
 AB0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0143_STAMPING: J 679 1942
 AB0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0143+STABILITY: SURFACE MOTION
 AB0143
 AB0143  HISTORY     - Date     Condition        Report By
 AB0143  HISTORY     - 1942     MONUMENTED       CGS
 AB0143  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0143  HISTORY     - 1990     GOOD             USPSQD
 AB0143  HISTORY     - 20040220 MARK NOT FOUND   GEOCAC
 AB0143
 AB0143                          STATION DESCRIPTION
 AB0143
 AB0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0143'3.9 MI S FROM LOS FRESNOS.
 AB0143'3.9 MILES SOUTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0143'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, 1.6 MILES SOUTHEAST ALONG
 AB0143'FARM ROAD 511.  0.3 MILE SOUTHEAST OF TWO GATES IN THE RIGHT-OF-WAY
 AB0143'FENCES, 74 FEET NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE
 AB0143'ROAD, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 AB0143'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 679
 AB0143'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AB0143'GROUND.
 AB0143
 AB0143                          STATION RECOVERY (1987)
 AB0143
 AB0143'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0143'MARK NOT FOUND.
 AB0143
 AB0143                          STATION RECOVERY (1990)
 AB0143
 AB0143'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0143'RECOVERED IN GOOD CONDITION.
 AB0143
 AB0143                          STATION RECOVERY (2004)
 AB0143
 AB0143'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0143'BELIEVE THIS MARK HAS BEEN DESTROYED. A RAILROAD BRIDGE HAS BEEN
 AB0143'CONSTRUCTED AT THIS SITE AND THE BY-PASS HIGHWAY USED DURING
 AB0143'CONSTRUCTION WENT OVER THIS SITE. RIGHT-OF WAY FENCE RELOCATED AND NO
 AB0143'WITNESS POST OR GATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0163 ***********************************************************************
 AB0163  DESIGNATION -  J 680
 AB0163  PID         -  AB0163
 AB0163  STATE/COUNTY-  TX/CAMERON
 AB0163  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0163
 AB0163                         *CURRENT SURVEY CONTROL
 AB0163  ___________________________________________________________________
 AB0163* NAD 83(1986)-  25 59 48.     (N)    097 33 47.     (W)     SCALED    
 AB0163* NAVD 88     -        11.069  (meters)      36.32   (feet)  ADJUSTED  
 AB0163  ___________________________________________________________________
 AB0163  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 AB0163  DYNAMIC HT  -          11.051 (meters)      36.26  (feet)  COMP
 AB0163  MODELED GRAV-     979,028.4   (mgal)                       NAVD 88
 AB0163
 AB0163  VERT ORDER  -  SECOND    CLASS 0
 AB0163
 AB0163.The horizontal coordinates were scaled from a topographic map and have
 AB0163.an estimated accuracy of +/- 6 seconds.
 AB0163
 AB0163.The orthometric height was determined by differential leveling
 AB0163.and adjusted by the National Geodetic Survey in June 1991..
 AB0163
 AB0163.The geoid height was determined by GEOID03.
 AB0163
 AB0163.The dynamic height is computed by dividing the NAVD 88
 AB0163.geopotential number by the normal gravity value computed on the
 AB0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0163.degrees latitude (g = 980.6199 gals.).
 AB0163
 AB0163.The modeled gravity was interpolated from observed gravity values.
 AB0163
 AB0163;                    North         East    Units  Estimated Accuracy
 AB0163;SPC TX S     - 5,036,910.      393,810.      MT  (+/- 180 meters Scaled)
 AB0163
 AB0163                          SUPERSEDED SURVEY CONTROL
 AB0163
 AB0163  NGVD 29 (??/??/92)   11.154  (m)           36.59   (f) ADJ UNCH    2 0
 AB0163
 AB0163.Superseded values are not recommended for survey control.
 AB0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0163.See file dsdata.txt to determine how the superseded data were derived.
 AB0163
 AB0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP438761(NAD 83)
 AB0163_MARKER: DD = SURVEY DISK
 AB0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0163_STAMPING: J 680 1942
 AB0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0163+STABILITY: SURFACE MOTION
 AB0163
 AB0163  HISTORY     - Date     Condition        Report By
 AB0163  HISTORY     - 1942     MONUMENTED       IBC
 AB0163  HISTORY     - 1942     GOOD             NGS
 AB0163
 AB0163                          STATION DESCRIPTION
 AB0163
 AB0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0163'0.8 MI W FROM OLMITO.
 AB0163'0.8 MILE WEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT OLMITO,
 AB0163'CAMERON COUNTY, 1.3 MILES WEST ALONG A DIRT ROAD, AND 1.4 MILES SOUTH
 AB0163'ALONG ANOTHER DIRT ROAD.  4.8 MILES NORTHEAST OF VILLA NUEVA SCHOOL AT
 AB0163'CAVAZOS, 26.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STEEL
 AB0163'BRIDGE, 29.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 16 FEET WEST OF
 AB0163'THE RIGHT-OF-WAY FENCE, INSIDE A SMALL BARNYARD AND 1 FOOT HIGHER THAN
 AB0163'THE ROAD.  AN INTERNATIONAL BOUNDARY COMMISSION STANDARD DISK, STAMPED
 AB0163'J 680 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 AB0163'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0474 ***********************************************************************
 AB0474  DESIGNATION -  J 681
 AB0474  PID         -  AB0474
 AB0474  STATE/COUNTY-  TX/CAMERON
 AB0474  USGS QUAD   -  OLMITO (1983)
 AB0474
 AB0474                         *CURRENT SURVEY CONTROL
 AB0474  ___________________________________________________________________
 AB0474* NAD 83(1986)-  26 03 09.     (N)    097 33 34.     (W)     SCALED    
 AB0474* NAVD 88     -        10.222  (meters)      33.54   (feet)  ADJUSTED  
 AB0474  ___________________________________________________________________
 AB0474  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 AB0474  DYNAMIC HT  -          10.206 (meters)      33.48  (feet)  COMP
 AB0474  MODELED GRAV-     979,032.5   (mgal)                       NAVD 88
 AB0474
 AB0474  VERT ORDER  -  FIRST     CLASS II
 AB0474
 AB0474.The horizontal coordinates were scaled from a topographic map and have
 AB0474.an estimated accuracy of +/- 6 seconds.
 AB0474
 AB0474.The orthometric height was determined by differential leveling
 AB0474.and adjusted by the National Geodetic Survey in June 1991..
 AB0474
 AB0474.The geoid height was determined by GEOID03.
 AB0474
 AB0474.The dynamic height is computed by dividing the NAVD 88
 AB0474.geopotential number by the normal gravity value computed on the
 AB0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0474.degrees latitude (g = 980.6199 gals.).
 AB0474
 AB0474.The modeled gravity was interpolated from observed gravity values.
 AB0474
 AB0474;                    North         East    Units  Estimated Accuracy
 AB0474;SPC TX S     - 5,043,100.      394,130.      MT  (+/- 180 meters Scaled)
 AB0474
 AB0474                          SUPERSEDED SURVEY CONTROL
 AB0474
 AB0474.No superseded survey control is available for this station.
 AB0474
 AB0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP441822(NAD 83)
 AB0474_MARKER: DB = BENCH MARK DISK
 AB0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0474_SP_SET: CURB
 AB0474_STAMPING: J 681 1942
 AB0474_MARK LOGO: CGS   
 AB0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0474
 AB0474  HISTORY     - Date     Condition        Report By
 AB0474  HISTORY     - 1942     MONUMENTED       CGS
 AB0474  HISTORY     - 1951     GOOD             NGS
 AB0474  HISTORY     - 1982     GOOD             NGS
 AB0474  HISTORY     - 1987     GOOD             USPSQD
 AB0474  HISTORY     - 1987     GOOD             USPSQD
 AB0474  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0474  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 AB0474
 AB0474                          STATION DESCRIPTION
 AB0474
 AB0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0474'3.0 MI NW FROM OLMITO.
 AB0474'3.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AB0474'AT OLMITO, CAMERON COUNTY, 115 FEET NORTHEAST ACROSS THE TRACK FROM
 AB0474'MILEPOST 12, AT A SMALL CONCRETE BRIDGE ON U. S. HIGHWAY 83, IN THE
 AB0474'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CURB, 19.5 FEET SOUTHWEST OF
 AB0474'THE CENTERLINE OF THE HIGHWAY, AND 0.6 FOOT HIGHER THAN THE HIGHWAY. A
 AB0474'STANDARD DISK.
 AB0474
 AB0474                          STATION RECOVERY (1951)
 AB0474
 AB0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0474'RECOVERED IN GOOD CONDITION.
 AB0474
 AB0474                          STATION RECOVERY (1982)
 AB0474
 AB0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0474'3.8 KM (2.35 MI) NORTHWEST ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF
 AB0474'FARM ROADS 511 AND 803 IN OLMITO AND IS SET IN THE TOP OF THE
 AB0474'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF THE CULVERT UNDER
 AB0474'THE SOUTHBOUND LANE OF U.S. HIGHWAY 77, 34.1 METERS (112 FT) NORTH
 AB0474'EAST AND ACROSS RAILROAD TRACKS FROM RAILROAD MILEPOST NUMBER 12,
 AB0474'6.7 METERS (22.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 AB0474'LANE OF U.S. HIGHWAY 77 AND 83.
 AB0474'THE MARK IS 0.3 M ABOVE HIGHWAY.
 AB0474
 AB0474                          STATION RECOVERY (1987)
 AB0474
 AB0474'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0474'RECOVERED IN GOOD CONDITION.
 AB0474
 AB0474                          STATION RECOVERY (1987)
 AB0474
 AB0474'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0474'RECOVERED IN GOOD CONDITION.
 AB0474
 AB0474                          STATION RECOVERY (1988)
 AB0474
 AB0474'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0474'MARK NOT FOUND.
 AB0474
 AB0474                          STATION RECOVERY (1991)
 AB0474
 AB0474'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0885 ***********************************************************************
 AB0885  DESIGNATION -  J 682
 AB0885  PID         -  AB0885
 AB0885  STATE/COUNTY-  TX/CAMERON
 AB0885  USGS QUAD   -  LA PALOMA (1970)
 AB0885
 AB0885                         *CURRENT SURVEY CONTROL
 AB0885  ___________________________________________________________________
 AB0885* NAD 83(1986)-  26 02 40.     (N)    097 42 23.     (W)     SCALED    
 AB0885* NAVD 88     -        16.388  (meters)      53.77   (feet)  ADJUSTED  
 AB0885  ___________________________________________________________________
 AB0885  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AB0885  DYNAMIC HT  -          16.361 (meters)      53.68  (feet)  COMP
 AB0885  MODELED GRAV-     979,019.8   (mgal)                       NAVD 88
 AB0885
 AB0885  VERT ORDER  -  SECOND    CLASS 0
 AB0885
 AB0885.The horizontal coordinates were scaled from a topographic map and have
 AB0885.an estimated accuracy of +/- 6 seconds.
 AB0885
 AB0885.The orthometric height was determined by differential leveling
 AB0885.and adjusted by the National Geodetic Survey in June 1991..
 AB0885
 AB0885.The geoid height was determined by GEOID03.
 AB0885
 AB0885.The dynamic height is computed by dividing the NAVD 88
 AB0885.geopotential number by the normal gravity value computed on the
 AB0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0885.degrees latitude (g = 980.6199 gals.).
 AB0885
 AB0885.The modeled gravity was interpolated from observed gravity values.
 AB0885
 AB0885;                    North         East    Units  Estimated Accuracy
 AB0885;SPC TX S     - 5,042,110.      379,430.      MT  (+/- 180 meters Scaled)
 AB0885
 AB0885                          SUPERSEDED SURVEY CONTROL
 AB0885
 AB0885  NGVD 29 (??/??/92)   16.490  (m)           54.10   (f) ADJ UNCH    2 0
 AB0885
 AB0885.Superseded values are not recommended for survey control.
 AB0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0885.See file dsdata.txt to determine how the superseded data were derived.
 AB0885
 AB0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP294812(NAD 83)
 AB0885_MARKER: DD = SURVEY DISK
 AB0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0885_SP_SET: CULVERT
 AB0885_STAMPING: J 682 1942
 AB0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0885
 AB0885  HISTORY     - Date     Condition        Report By
 AB0885  HISTORY     - 1942     MONUMENTED
 AB0885  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0885  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0885  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0885
 AB0885                          STATION DESCRIPTION
 AB0885
 AB0885'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0885'0.7 MI W FROM LANDRUM.
 AB0885'0.7 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0885'LANDRUM, CAMERON COUNTY, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH
 AB0885'TO THE LEVEE, 37 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.5
 AB0885'FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, MIDWAY BETWEEN REA CO-OP
 AB0885'POLES NO. 15V75 AND 15V76, AT A CONCRETE-BOX CULVERT UNDER THE
 AB0885'HIGHWAY, IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL, AND ABOUT 1
 AB0885'FOOT HIGHER THAN THE HIGHWAY.
 AB0885
 AB0885                          STATION RECOVERY (1991)
 AB0885
 AB0885'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0885'MARK NOT FOUND.
 AB0885
 AB0885                          STATION RECOVERY (1993)
 AB0885
 AB0885'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0325 ***********************************************************************
 AE0325  DESIGNATION -  J 683
 AE0325  PID         -  AE0325
 AE0325  STATE/COUNTY-  TX/HIDALGO
 AE0325  USGS QUAD   -  SAN JUAN SE (1962)
 AE0325
 AE0325                         *CURRENT SURVEY CONTROL
 AE0325  ___________________________________________________________________
 AE0325* NAD 83(1986)-  26 06 16.     (N)    098 03 15.     (W)     SCALED    
 AE0325* NAVD 88     -        23.779  (meters)      78.01   (feet)  ADJUSTED  
 AE0325  ___________________________________________________________________
 AE0325  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 AE0325  DYNAMIC HT  -          23.740 (meters)      77.89  (feet)  COMP
 AE0325  MODELED GRAV-     978,997.7   (mgal)                       NAVD 88
 AE0325
 AE0325  VERT ORDER  -  SECOND    CLASS 0
 AE0325
 AE0325.The horizontal coordinates were scaled from a topographic map and have
 AE0325.an estimated accuracy of +/- 6 seconds.
 AE0325
 AE0325.The orthometric height was determined by differential leveling
 AE0325.and adjusted by the National Geodetic Survey in June 1991..
 AE0325
 AE0325.The geoid height was determined by GEOID03.
 AE0325
 AE0325.The dynamic height is computed by dividing the NAVD 88
 AE0325.geopotential number by the normal gravity value computed on the
 AE0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0325.degrees latitude (g = 980.6199 gals.).
 AE0325
 AE0325.The modeled gravity was interpolated from observed gravity values.
 AE0325
 AE0325;                    North         East    Units  Estimated Accuracy
 AE0325;SPC TX S     - 5,048,580.      344,600.      MT  (+/- 180 meters Scaled)
 AE0325
 AE0325                          SUPERSEDED SURVEY CONTROL
 AE0325
 AE0325  NGVD 29 (??/??/92)   23.897  (m)           78.40   (f) ADJ UNCH    2 0
 AE0325
 AE0325.Superseded values are not recommended for survey control.
 AE0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0325.See file dsdata.txt to determine how the superseded data were derived.
 AE0325
 AE0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP945875(NAD 83)
 AE0325_MARKER: DB = BENCH MARK DISK
 AE0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0325_STAMPING: J 683 1942
 AE0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0325+STABILITY: SURFACE MOTION
 AE0325
 AE0325  HISTORY     - Date     Condition        Report By
 AE0325  HISTORY     - 1942     MONUMENTED       CGS
 AE0325  HISTORY     - 1961     MARK NOT FOUND   NGS
 AE0325
 AE0325                          STATION DESCRIPTION
 AE0325
 AE0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AE0325'2.3 MI N FROM RAY PAUL.
 AE0325'2.3 MILES NORTH ALONG A GRAVEL ROAD FROM RUN SCHOOL NO. 1 AT RAY PAUL,
 AE0325'HIDALGO COUNTY, NEAR TWO SMALL FRAMEHOUSES, 120 FEET SOUTH OF THE
 AE0325'SOUTHWEST CORNER OF ONE HOUSE, 30 FEET EAST OF THE CENTERLINE OF THE
 AE0325'ROAD, 27 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE
 AE0325'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 AE0325'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0310 ***********************************************************************
 AE0310  DESIGNATION -  J 684
 AE0310  PID         -  AE0310
 AE0310  STATE/COUNTY-  TX/HIDALGO
 AE0310  USGS QUAD   -  PHARR (1983)
 AE0310
 AE0310                         *CURRENT SURVEY CONTROL
 AE0310  ___________________________________________________________________
 AE0310* NAD 83(1986)-  26 10 01.     (N)    098 11 18.     (W)     SCALED    
 AE0310* NAVD 88     -        25.888  (meters)      84.93   (feet)  POSTED    
 AE0310  ___________________________________________________________________
 AE0310  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AE0310  DYNAMIC HT  -          25.840 (meters)      84.78  (feet)  COMP
 AE0310  MODELED GRAV-     978,991.5   (mgal)                       NAVD 88
 AE0310
 AE0310  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0310
 AE0310.The horizontal coordinates were scaled from a topographic map and have
 AE0310.an estimated accuracy of +/- 6 seconds.
 AE0310
 AE0310.The orthometric height was determined by differential leveling
 AE0310.and adjusted by the National Geodetic Survey in 1992..
 AE0310.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0310.rate of 0.0 thru 1.0 mm/km.
 AE0310
 AE0310.The geoid height was determined by GEOID03.
 AE0310
 AE0310.The dynamic height is computed by dividing the NAVD 88
 AE0310.geopotential number by the normal gravity value computed on the
 AE0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0310.degrees latitude (g = 980.6199 gals.).
 AE0310
 AE0310.The modeled gravity was interpolated from observed gravity values.
 AE0310
 AE0310;                    North         East    Units  Estimated Accuracy
 AE0310;SPC TX S     - 5,055,470.      331,160.      MT  (+/- 180 meters Scaled)
 AE0310
 AE0310                          SUPERSEDED SURVEY CONTROL
 AE0310
 AE0310  NGVD 29 (??/??/92)   26.010  (m)           85.33   (f) ADJ UNCH    2 0
 AE0310
 AE0310.Superseded values are not recommended for survey control.
 AE0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0310.See file dsdata.txt to determine how the superseded data were derived.
 AE0310
 AE0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP811944(NAD 83)
 AE0310_MARKER: DB = BENCH MARK DISK
 AE0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0310_SP_SET: CULVERT
 AE0310_STAMPING: J 684 1942
 AE0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0310
 AE0310  HISTORY     - Date     Condition        Report By
 AE0310  HISTORY     - 1942     MONUMENTED       CGS
 AE0310  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0310  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0310
 AE0310                          STATION DESCRIPTION
 AE0310
 AE0310'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0310'1.9 MI S FROM PHARR.
 AE0310'1.9 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE MISSOURI PACIFIC
 AE0310'RAILROAD STATION AT PHARR, HIDALGO COUNTY, 0.2 MILE SOUTH OF A
 AE0310'DIRTROAD INTERSECTION, 34.7 FEET EAST OF THE CENTERLINE OF THE
 AE0310'HIGHWAY, AT A 1.5-FOOT CONCRETE-PIPE DRAIN CULVERT IN THE HIGHWAY
 AE0310'DITCH, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, AND ABOUT 4
 AE0310'FEET LOWER THAN THE HIGHWAY.
 AE0310
 AE0310                          STATION RECOVERY (1981)
 AE0310
 AE0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0310'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0289 ***********************************************************************
 AE0289  DESIGNATION -  J 685
 AE0289  PID         -  AE0289
 AE0289  STATE/COUNTY-  TX/HIDALGO
 AE0289  USGS QUAD   -  MISSION (1983)
 AE0289
 AE0289                         *CURRENT SURVEY CONTROL
 AE0289  ___________________________________________________________________
 AE0289* NAD 83(1986)-  26 08 38.     (N)    098 18 56.     (W)     SCALED    
 AE0289* NAVD 88     -        33.536  (meters)     110.03   (feet)  POSTED    
 AE0289  ___________________________________________________________________
 AE0289  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AE0289  DYNAMIC HT  -          33.480 (meters)     109.84  (feet)  COMP
 AE0289  MODELED GRAV-     978,981.5   (mgal)                       NAVD 88
 AE0289
 AE0289  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0289
 AE0289.The horizontal coordinates were scaled from a topographic map and have
 AE0289.an estimated accuracy of +/- 6 seconds.
 AE0289
 AE0289.The orthometric height was determined by differential leveling
 AE0289.and adjusted by the National Geodetic Survey in 1992..
 AE0289.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0289.rate of 1.1 thru 2.0 mm/km.
 AE0289
 AE0289.The geoid height was determined by GEOID03.
 AE0289
 AE0289.The dynamic height is computed by dividing the NAVD 88
 AE0289.geopotential number by the normal gravity value computed on the
 AE0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0289.degrees latitude (g = 980.6199 gals.).
 AE0289
 AE0289.The modeled gravity was interpolated from observed gravity values.
 AE0289
 AE0289;                    North         East    Units  Estimated Accuracy
 AE0289;SPC TX S     - 5,052,890.      318,440.      MT  (+/- 180 meters Scaled)
 AE0289
 AE0289                          SUPERSEDED SURVEY CONTROL
 AE0289
 AE0289  NGVD 29 (??/??/92)   33.633  (m)          110.34   (f) ADJ UNCH    2 0
 AE0289
 AE0289.Superseded values are not recommended for survey control.
 AE0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0289.See file dsdata.txt to determine how the superseded data were derived.
 AE0289
 AE0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP684917(NAD 83)
 AE0289_MARKER: DB = BENCH MARK DISK
 AE0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0289_STAMPING: J 685 1942
 AE0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0289+STABILITY: SURFACE MOTION
 AE0289
 AE0289  HISTORY     - Date     Condition        Report By
 AE0289  HISTORY     - 1942     MONUMENTED       CGS
 AE0289  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0289
 AE0289                          STATION DESCRIPTION
 AE0289
 AE0289'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0289'0.9 MI NW FROM GRANJENO.
 AE0289'0.9 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 AE0289'GRANJENO, HIDALGO COUNTY, 0.1 MILE NORTHWEST OF A TWO-STORY FRAMEHOUSE
 AE0289'ON THE SOUTHWEST SIDE OF THE ROAD, 25 FEET NORTHEAST OF THE CENTERLINE
 AE0289'OF THE ROAD, 16 FEET SOUTHEAST OF POWER LINE POLE 834, 2 FEET
 AE0289'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 2 FEET SOUTHEAST OF A WHITE
 AE0289'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD, SET IN THE TOP OF A
 AE0289'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0521 ***********************************************************************
 AE0521  DESIGNATION -  J 686
 AE0521  PID         -  AE0521
 AE0521  STATE/COUNTY-  TX/HIDALGO
 AE0521  USGS QUAD   -  ALTON (1963)
 AE0521
 AE0521                         *CURRENT SURVEY CONTROL
 AE0521  ___________________________________________________________________
 AE0521* NAD 83(1986)-  26 15 56.     (N)    098 19 01.     (W)     SCALED    
 AE0521* NAVD 88     -        47.850  (meters)     156.99   (feet)  ADJUSTED  
 AE0521  ___________________________________________________________________
 AE0521  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE0521  DYNAMIC HT  -          47.771 (meters)     156.73  (feet)  COMP
 AE0521  MODELED GRAV-     978,997.8   (mgal)                       NAVD 88
 AE0521
 AE0521  VERT ORDER  -  SECOND    CLASS 0
 AE0521
 AE0521.The horizontal coordinates were scaled from a topographic map and have
 AE0521.an estimated accuracy of +/- 6 seconds.
 AE0521
 AE0521.The orthometric height was determined by differential leveling
 AE0521.and adjusted by the National Geodetic Survey in June 1991..
 AE0521
 AE0521.The geoid height was determined by GEOID03.
 AE0521
 AE0521.The dynamic height is computed by dividing the NAVD 88
 AE0521.geopotential number by the normal gravity value computed on the
 AE0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0521.degrees latitude (g = 980.6199 gals.).
 AE0521
 AE0521.The modeled gravity was interpolated from observed gravity values.
 AE0521
 AE0521;                    North         East    Units  Estimated Accuracy
 AE0521;SPC TX S     - 5,066,370.      318,290.      MT  (+/- 180 meters Scaled)
 AE0521
 AE0521                          SUPERSEDED SURVEY CONTROL
 AE0521
 AE0521  NGVD 29 (??/??/92)   47.939  (m)          157.28   (f) ADJ UNCH    2 0
 AE0521
 AE0521.Superseded values are not recommended for survey control.
 AE0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0521.See file dsdata.txt to determine how the superseded data were derived.
 AE0521
 AE0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ682052(NAD 83)
 AE0521_MARKER: DB = BENCH MARK DISK
 AE0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0521_SP_SET: CULVERT
 AE0521_STAMPING: J 686 1942
 AE0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0521
 AE0521  HISTORY     - Date     Condition        Report By
 AE0521  HISTORY     - 1942     MONUMENTED       CGS
 AE0521  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 AE0521
 AE0521                          STATION DESCRIPTION
 AE0521
 AE0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0521'3.6 MI N FROM MISSION.
 AE0521'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY BUILDING AT
 AE0521'MISSION, PROCEED 3.6 MILES NORTHERLY ALONG STATE HIGHWAY NO. 107 TO A
 AE0521'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0521'HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A 1.5
 AE0521'FOOT CONCRETE PIPE CULVERT UNDER THE HIGHWAY.  IT IS 0.25 MILE NORTH
 AE0521'OF AN IRRIGATION CANAL, 96.0 FEET EAST OF AND ACROSS THE RAILROAD AND
 AE0521'HIGHWAY FROM A RAILROAD WHISTLE POST, 21.8 FEET EAST OF AND ABOUT 0.5
 AE0521'FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 AE0521
 AE0521                          STATION RECOVERY (2004)
 AE0521
 AE0521'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE0521'FIRST STATE BANK AND TRUST COMPANY IS NOW CALLED TEXAS STATE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0751 ***********************************************************************
 AE0751  DESIGNATION -  J 687
 AE0751  PID         -  AE0751
 AE0751  STATE/COUNTY-  TX/STARR
 AE0751  USGS QUAD   -  EL SAUZ (1993)
 AE0751
 AE0751                         *CURRENT SURVEY CONTROL
 AE0751  ___________________________________________________________________
 AE0751* NAD 83(1986)-  26 35 16.     (N)    098 52 10.     (W)     SCALED    
 AE0751* NAVD 88     -        88.557  (meters)     290.54   (feet)  ADJUSTED  
 AE0751  ___________________________________________________________________
 AE0751  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AE0751  DYNAMIC HT  -          88.412 (meters)     290.06  (feet)  COMP
 AE0751  MODELED GRAV-     979,009.4   (mgal)                       NAVD 88
 AE0751
 AE0751  VERT ORDER  -  SECOND    CLASS 0
 AE0751
 AE0751.The horizontal coordinates were scaled from a topographic map and have
 AE0751.an estimated accuracy of +/- 6 seconds.
 AE0751
 AE0751.The orthometric height was determined by differential leveling
 AE0751.and adjusted by the National Geodetic Survey in June 1991..
 AE0751
 AE0751.The geoid height was determined by GEOID03.
 AE0751
 AE0751.The dynamic height is computed by dividing the NAVD 88
 AE0751.geopotential number by the normal gravity value computed on the
 AE0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0751.degrees latitude (g = 980.6199 gals.).
 AE0751
 AE0751.The modeled gravity was interpolated from observed gravity values.
 AE0751
 AE0751;                    North         East    Units  Estimated Accuracy
 AE0751;SPC TX S     - 5,102,110.      263,200.      MT  (+/- 180 meters Scaled)
 AE0751
 AE0751                          SUPERSEDED SURVEY CONTROL
 AE0751
 AE0751  NGVD 29 (??/??/92)   88.616  (m)          290.73   (f) ADJ UNCH    2 0
 AE0751
 AE0751.Superseded values are not recommended for survey control.
 AE0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0751.See file dsdata.txt to determine how the superseded data were derived.
 AE0751
 AE0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ130407(NAD 83)
 AE0751_MARKER: DB = BENCH MARK DISK
 AE0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0751_STAMPING: J 687 1942
 AE0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0751+STABILITY: SURFACE MOTION
 AE0751
 AE0751  HISTORY     - Date     Condition        Report By
 AE0751  HISTORY     - 1942     MONUMENTED       CGS
 AE0751  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0751
 AE0751                          STATION DESCRIPTION
 AE0751
 AE0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0751'1.0 MI N FROM EL SAUZ.
 AE0751'TO REACH FROM THE SCHOOL BUILDING AT EL SAUZ, PROCEED 1.0 MILE NORTH
 AE0751'ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.3 MILE
 AE0751'NORTH OF A SMALL FRAME HOUSE ON THE EAST SIDE OF ROAD.  IT IS ABOUT
 AE0751'225.0 FEET SOUTH OF A SMALL CULVERT UNDER GRAVEL ROAD, 30.0 FEET EAST
 AE0751'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF GRAVEL ROAD, 2.0 FEET
 AE0751'WEST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4
 AE0751'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
 AE0751
 AE0751                          STATION RECOVERY (1972)
 AE0751
 AE0751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0367 ***********************************************************************
 AE0367  DESIGNATION -  J 688
 AE0367  PID         -  AE0367
 AE0367  STATE/COUNTY-  TX/HIDALGO
 AE0367  USGS QUAD   -  MISSION (1983)
 AE0367
 AE0367                         *CURRENT SURVEY CONTROL
 AE0367  ___________________________________________________________________
 AE0367* NAD 83(1986)-  26 12 39.     (N)    098 17 23.     (W)     SCALED    
 AE0367* NAVD 88     -        39.685  (meters)     130.20   (feet)  ADJUSTED  
 AE0367  ___________________________________________________________________
 AE0367  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AE0367  DYNAMIC HT  -          39.619 (meters)     129.98  (feet)  COMP
 AE0367  MODELED GRAV-     978,992.3   (mgal)                       NAVD 88
 AE0367
 AE0367  VERT ORDER  -  FIRST     CLASS II
 AE0367
 AE0367.The horizontal coordinates were scaled from a topographic map and have
 AE0367.an estimated accuracy of +/- 6 seconds.
 AE0367
 AE0367.The orthometric height was determined by differential leveling
 AE0367.and adjusted by the National Geodetic Survey in June 1991..
 AE0367
 AE0367.The geoid height was determined by GEOID03.
 AE0367
 AE0367.The dynamic height is computed by dividing the NAVD 88
 AE0367.geopotential number by the normal gravity value computed on the
 AE0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0367.degrees latitude (g = 980.6199 gals.).
 AE0367
 AE0367.The modeled gravity was interpolated from observed gravity values.
 AE0367
 AE0367;                    North         East    Units  Estimated Accuracy
 AE0367;SPC TX S     - 5,060,310.      321,020.      MT  (+/- 180 meters Scaled)
 AE0367
 AE0367                          SUPERSEDED SURVEY CONTROL
 AE0367
 AE0367  NGVD 29 (??/??/92)   39.768  (m)          130.47   (f) ADJ UNCH    1 2
 AE0367
 AE0367.Superseded values are not recommended for survey control.
 AE0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0367.See file dsdata.txt to determine how the superseded data were derived.
 AE0367
 AE0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP709992(NAD 83)
 AE0367_MARKER: DB = BENCH MARK DISK
 AE0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0367_SP_SET: CULVERT
 AE0367_STAMPING: J 688 1942
 AE0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0367
 AE0367  HISTORY     - Date     Condition        Report By
 AE0367  HISTORY     - 1942     MONUMENTED       CGS
 AE0367  HISTORY     - 1961     MARK NOT FOUND   NGS
 AE0367  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0367  HISTORY     - 19920409 MARK NOT FOUND   USPSQD
 AE0367
 AE0367                          STATION DESCRIPTION
 AE0367
 AE0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0367'2.1 MI E FROM MISSION.
 AE0367'TO REACH FROM THE MISSOURI PACIFIC RAILROAD PASSENGER STATION AT
 AE0367'MISSION, PROCEED 2.1 MILES EASTERLY ALONG THE TRACK TO A SWITCH STAND
 AE0367'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF
 AE0367'THE WEST END OF THE NORTH HEADWALL OF A 1.5 FOOT CONCRETE PIPE CULVERT
 AE0367'UNDER U.S. HIGHWAY NO. 83.  IT IS 62.0 FEET SOUTH OF AND ACROSS THE
 AE0367'TRACK FROM A SWITCH STAND, 50.7 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW
 AE0367'THE CENTERLINE OF THE TRACK, 40.4 FEET EAST OF TELEGRAPH POLE NO.
 AE0367'H1395, 21.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 83.
 AE0367
 AE0367                          STATION RECOVERY (1961)
 AE0367
 AE0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AE0367'MARK NOT FOUND.
 AE0367
 AE0367                          STATION RECOVERY (1987)
 AE0367
 AE0367'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0367'MARK NOT FOUND.
 AE0367
 AE0367                          STATION RECOVERY (1992)
 AE0367
 AE0367'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0779 ***********************************************************************
 AE0779  DESIGNATION -  J 689
 AE0779  PID         -  AE0779
 AE0779  STATE/COUNTY-  TX/JIM HOGG
 AE0779  USGS QUAD   -  GUERRA (1983)
 AE0779
 AE0779                         *CURRENT SURVEY CONTROL
 AE0779  ___________________________________________________________________
 AE0779* NAD 83(1986)-  26 54 01.     (N)    098 54 15.     (W)     SCALED    
 AE0779* NAVD 88     -       188.931  (meters)     619.85   (feet)  ADJUSTED  
 AE0779  ___________________________________________________________________
 AE0779  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE0779  DYNAMIC HT  -         188.622 (meters)     618.84  (feet)  COMP
 AE0779  MODELED GRAV-     979,007.9   (mgal)                       NAVD 88
 AE0779
 AE0779  VERT ORDER  -  SECOND    CLASS 0
 AE0779
 AE0779.The horizontal coordinates were scaled from a topographic map and have
 AE0779.an estimated accuracy of +/- 6 seconds.
 AE0779
 AE0779.The orthometric height was determined by differential leveling
 AE0779.and adjusted by the National Geodetic Survey in June 1991..
 AE0779
 AE0779.The geoid height was determined by GEOID03.
 AE0779
 AE0779.The dynamic height is computed by dividing the NAVD 88
 AE0779.geopotential number by the normal gravity value computed on the
 AE0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0779.degrees latitude (g = 980.6199 gals.).
 AE0779
 AE0779.The modeled gravity was interpolated from observed gravity values.
 AE0779
 AE0779;                    North         East    Units  Estimated Accuracy
 AE0779;SPC TX S     - 5,136,740.      259,850.      MT  (+/- 180 meters Scaled)
 AE0779
 AE0779                          SUPERSEDED SURVEY CONTROL
 AE0779
 AE0779  NGVD 29 (??/??/92)  188.960  (m)          619.95   (f) ADJ UNCH    2 0
 AE0779
 AE0779.Superseded values are not recommended for survey control.
 AE0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0779.See file dsdata.txt to determine how the superseded data were derived.
 AE0779
 AE0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ095753(NAD 83)
 AE0779_MARKER: DB = BENCH MARK DISK
 AE0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0779_STAMPING: J 689 1942
 AE0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0779+STABILITY: SURFACE MOTION
 AE0779
 AE0779  HISTORY     - Date     Condition        Report By
 AE0779  HISTORY     - 1942     MONUMENTED       CGS
 AE0779  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0779
 AE0779                          STATION DESCRIPTION
 AE0779
 AE0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0779'1.2 MI NW FROM GUERRA.
 AE0779'TO REACH FROM THE SCHOOL BUILDING AT GUERRA, PROCEED 1.2 MILES
 AE0779'NORTHWESTERLY ALONG A GRAVEL ROAD TO THE TOP OF A LONG SLIGHT GRADE
 AE0779'AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTHEAST OF THE
 AE0779'TOP OF A  HILL, 0.1 MILE SOUTHEAST OF THE INTERSECTION OF A DIRT ROAD
 AE0779'LEADING SOUTHWEST.  IT IS 48.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT
 AE0779'ABOVE THE CENTERLINE OF GRAVEL ROAD.  MONUMENT IS 3.0 FEET SOUTHEAST
 AE0779'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AE0779
 AE0779                          STATION RECOVERY (1972)
 AE0779
 AE0779'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1061 ***********************************************************************
 BY1061  DESIGNATION -  J 69
 BY1061  PID         -  BY1061
 BY1061  STATE/COUNTY-  TX/CHEROKEE
 BY1061  USGS QUAD   -  REKLAW (1973)
 BY1061
 BY1061                         *CURRENT SURVEY CONTROL
 BY1061  ___________________________________________________________________
 BY1061* NAD 83(1986)-  31 51 51.     (N)    094 59 17.     (W)     SCALED    
 BY1061* NAVD 88     -        97.010  (meters)     318.27   (feet)  ADJUSTED  
 BY1061  ___________________________________________________________________
 BY1061  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY1061  DYNAMIC HT  -          96.894 (meters)     317.89  (feet)  COMP
 BY1061  MODELED GRAV-     979,443.0   (mgal)                       NAVD 88
 BY1061
 BY1061  VERT ORDER  -  FIRST     CLASS II
 BY1061
 BY1061.The horizontal coordinates were scaled from a topographic map and have
 BY1061.an estimated accuracy of +/- 6 seconds.
 BY1061
 BY1061.The orthometric height was determined by differential leveling
 BY1061.and adjusted by the National Geodetic Survey in June 1991..
 BY1061.WARNING-Repeat measurements at this control monument indicate possible
 BY1061.vertical movement.
 BY1061
 BY1061.The geoid height was determined by GEOID03.
 BY1061
 BY1061.The dynamic height is computed by dividing the NAVD 88
 BY1061.geopotential number by the normal gravity value computed on the
 BY1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1061.degrees latitude (g = 980.6199 gals.).
 BY1061
 BY1061.The modeled gravity was interpolated from observed gravity values.
 BY1061
 BY1061;                    North         East    Units  Estimated Accuracy
 BY1061;SPC TX C     - 3,255,770.    1,205,640.      MT  (+/- 180 meters Scaled)
 BY1061
 BY1061                          SUPERSEDED SURVEY CONTROL
 BY1061
 BY1061  NGVD 29 (??/??/92)   97.039  (m)          318.37   (f) ADJ UNCH    1 2
 BY1061
 BY1061.Superseded values are not recommended for survey control.
 BY1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1061.See file dsdata.txt to determine how the superseded data were derived.
 BY1061
 BY1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR119271(NAD 83)
 BY1061_MARKER: DB = BENCH MARK DISK
 BY1061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1061_SP_SET: CHIMNEY
 BY1061_STAMPING: J 69 1929 318.054
 BY1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1061
 BY1061  HISTORY     - Date     Condition        Report By
 BY1061  HISTORY     - 1929     MONUMENTED       CGS
 BY1061  HISTORY     - 1952     GOOD             NGS
 BY1061  HISTORY     - 1979     GOOD             NGS
 BY1061  HISTORY     - 19960420 GOOD             USPSQD
 BY1061
 BY1061                          STATION DESCRIPTION
 BY1061
 BY1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1061'IN REKLAW.
 BY1061'AT REKLAW, 0.15 MILE NORTHEAST OF THE TEXAS AND NEW ORLEANS RAILROAD
 BY1061'STATION, AT THE INTERSECTION OF WALKER AND NACOGDOCHES STREETS, SET
 BY1061'VERTICALLY IN THE SOUTHWEST SIDE OF THE BRICK CHIMNEY ON THE NORTHWEST
 BY1061'SIDE OF THE F.C. STEAGALL HOME, 4.1 FEET ABOVE THE GROUND.
 BY1061
 BY1061                          STATION RECOVERY (1979)
 BY1061
 BY1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1061'0.45 MILE NORTHWEST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF U.S.
 BY1061'HIGHWAY 84 IN REKLAW, THENCE 0.1 MILE SOUTHWEST ALONG WALKER STREET,
 BY1061'AT THE JUNCTION OF NACOGDOCHES STREET, SET VERTICALLY IN THE SOUTHWEST
 BY1061'END OF A CHIMNEY AT THE WALLACE RESIDENCE.
 BY1061'THE MARK IS 4 FT ABOVE THE GROUND.
 BY1061
 BY1061                          STATION RECOVERY (1996)
 BY1061
 BY1061'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1149 ***********************************************************************
 AW1149  DESIGNATION -  J 691
 AW1149  PID         -  AW1149
 AW1149  STATE/COUNTY-  TX/BRAZORIA
 AW1149  USGS QUAD   -  MUSTANG BAYOU (1974)
 AW1149
 AW1149                         *CURRENT SURVEY CONTROL
 AW1149  ___________________________________________________________________
 AW1149* NAD 83(1986)-  29 19 52.     (N)    095 14 38.     (W)     SCALED    
 AW1149* NAVD 88     -         7.13   (+/-2cm)      23.4    (feet)  VERTCON   
 AW1149  ___________________________________________________________________
 AW1149  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW1149
 AW1149  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1149
 AW1149.The horizontal coordinates were scaled from a topographic map and have
 AW1149.an estimated accuracy of +/- 6 seconds.
 AW1149
 AW1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1149.The vertical order pertains to the NGVD 29 superseded value.
 AW1149
 AW1149.The geoid height was determined by GEOID03.
 AW1149
 AW1149;                    North         East    Units  Estimated Accuracy
 AW1149;SPC TXSC     - 4,171,850.      964,710.      MT  (+/- 180 meters Scaled)
 AW1149
 AW1149                          SUPERSEDED SURVEY CONTROL
 AW1149
 AW1149  NGVD 29 (??/??/92)    7.127  (m)           23.38   (f) ADJ UNCH    1 1
 AW1149
 AW1149.Superseded values are not recommended for survey control.
 AW1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1149.See file dsdata.txt to determine how the superseded data were derived.
 AW1149
 AW1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN821467(NAD 83)
 AW1149_MARKER: DB = BENCH MARK DISK
 AW1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1149_STAMPING: J 691 1942
 AW1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1149+STABILITY: SURFACE MOTION
 AW1149
 AW1149  HISTORY     - Date     Condition        Report By
 AW1149  HISTORY     - 1942     MONUMENTED       CGS
 AW1149  HISTORY     - 1973     GOOD             NGS
 AW1149  HISTORY     - 1978     GOOD             NGS
 AW1149  HISTORY     - 1991     GOOD             USPSQD
 AW1149
 AW1149                          STATION DESCRIPTION
 AW1149
 AW1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1149'3.1 MI NE FROM LIVERPOOL.
 AW1149'3.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1149'CROSSING OF MAIN STREET AT LIVERPOOL, 0.25 MILE SOUTHWEST OF MILEPOLE
 AW1149'337, 6 1/2 POLES NORTHEAST OF THE CROSSING OF A PRIVATE ROAD, 48.3
 AW1149'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 32 FEET NORTHWEST OF THE CENTER
 AW1149'LINE OF COUNTY ROAD 169, 78.3 FEET WEST AND ACROSS THE ROAD FROM THE
 AW1149'WEST CORNER OF A FENCE AROUND A PHILLIPS 66 GAS WELL, 107 FEET
 AW1149'NORTHEAST OF THE NORTHEAST SWITCHSTAND AT CHOCOLATE BAYOU SIDING, 0.5
 AW1149'FOOT SOUTHEAST OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK,
 AW1149'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 AW1149'GROUND.
 AW1149
 AW1149                          STATION RECOVERY (1978)
 AW1149
 AW1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1149'RECOVERED IN GOOD CONDITION.
 AW1149
 AW1149                          STATION RECOVERY (1991)
 AW1149
 AW1149'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4042 ***********************************************************************
 AW4042  DESIGNATION -  J 692
 AW4042  PID         -  AW4042
 AW4042  STATE/COUNTY-  TX/BRAZORIA
 AW4042  USGS QUAD   -  ROSHARON (1974)
 AW4042
 AW4042                         *CURRENT SURVEY CONTROL
 AW4042  ___________________________________________________________________
 AW4042* NAD 83(1986)-  29 22 24.     (N)    095 28 27.     (W)     SCALED    
 AW4042* NAVD 88     -        16.59   (+/-2cm)      54.4    (feet)  VERTCON   
 AW4042  ___________________________________________________________________
 AW4042  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW4042
 AW4042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4042
 AW4042.The horizontal coordinates were scaled from a topographic map and have
 AW4042.an estimated accuracy of +/- 6 seconds.
 AW4042
 AW4042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4042.The vertical order pertains to the NGVD 29 superseded value.
 AW4042
 AW4042.The geoid height was determined by GEOID03.
 AW4042
 AW4042;                    North         East    Units  Estimated Accuracy
 AW4042;SPC TXSC     - 4,175,830.      942,210.      MT  (+/- 180 meters Scaled)
 AW4042
 AW4042                          SUPERSEDED SURVEY CONTROL
 AW4042
 AW4042  NGVD 29 (??/??/92)   16.590  (m)           54.43   (f) ADJ UNCH    2 0
 AW4042
 AW4042.Superseded values are not recommended for survey control.
 AW4042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4042.See file dsdata.txt to determine how the superseded data were derived.
 AW4042
 AW4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN598518(NAD 83)
 AW4042_MARKER: DB = BENCH MARK DISK
 AW4042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4042_STAMPING: J 692 1942
 AW4042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4042+STABILITY: SURFACE MOTION
 AW4042
 AW4042  HISTORY     - Date     Condition        Report By
 AW4042  HISTORY     - 1942     MONUMENTED       CGS
 AW4042  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW4042  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4042  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4042
 AW4042                          STATION DESCRIPTION
 AW4042
 AW4042'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4042'9.1 MI S FROM ARCOLA.
 AW4042'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD JUNCTION AT
 AW4042'ARCOLA, PROCEED 9.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD TO
 AW4042'A FARM HOUSE ON THE EAST SIDE OF STATE HIGHWAY NO. 288 RUNNING
 AW4042'PARALLEL WITH THE TRACK AND TO SITE OF BENCH MARK.  BENCH MARK IS
 AW4042'ABOUT 0.8 MILES SOUTH OF THE POST OFFICE AT SANDY POINT, ABOUT 300.0
 AW4042'FEET SOUTHWEST OF A FARM HOUSE.  IT IS 51.0 FEET WEST OF AND ABOUT 1.0
 AW4042'FOOT BELOW THE CENTERLINE OF HIGHWAY, ABOUT 43.0 FEET EAST OF AND 2.0
 AW4042'FEET BELOW THE CENTERLINE OF TRACK, 4.0 FEET EAST OF A TELEGRAPH POLE.
 AW4042'MONUMENT IS 2.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AW4042'PROJECTS 0.4 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 1.6 MILES NORTH OF
 AW4042'THE POST OFFICE AT ROSHARON.
 AW4042
 AW4042                          STATION RECOVERY (1963)
 AW4042
 AW4042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4042'MARK NOT FOUND.
 AW4042
 AW4042                          STATION RECOVERY (1988)
 AW4042
 AW4042'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4042'MARK NOT FOUND.
 AW4042
 AW4042                          STATION RECOVERY (2004)
 AW4042
 AW4042'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4042'GO SOUTH ON HW 521 FROM ARCOLA TO N29 22 24 W095 28 27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1164 ***********************************************************************
 AW1164  DESIGNATION -  J 693
 AW1164  PID         -  AW1164
 AW1164  STATE/COUNTY-  TX/BRAZORIA
 AW1164  USGS QUAD   -  DANBURY (1974)
 AW1164
 AW1164                         *CURRENT SURVEY CONTROL
 AW1164  ___________________________________________________________________
 AW1164* NAD 83(1986)-  29 14 52.     (N)    095 21 33.     (W)     SCALED    
 AW1164* NAVD 88     -         8.42   (+/-2cm)      27.6    (feet)  VERTCON   
 AW1164  ___________________________________________________________________
 AW1164  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AW1164
 AW1164  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1164
 AW1164.The horizontal coordinates were scaled from a topographic map and have
 AW1164.an estimated accuracy of +/- 6 seconds.
 AW1164
 AW1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1164.The vertical order pertains to the NGVD 29 superseded value.
 AW1164
 AW1164.The geoid height was determined by GEOID03.
 AW1164
 AW1164;                    North         East    Units  Estimated Accuracy
 AW1164;SPC TXSC     - 4,162,270.      953,800.      MT  (+/- 180 meters Scaled)
 AW1164
 AW1164                          SUPERSEDED SURVEY CONTROL
 AW1164
 AW1164  NGVD 29 (??/??/92)    8.425  (m)           27.64   (f) ADJ UNCH    1 1
 AW1164
 AW1164.Superseded values are not recommended for survey control.
 AW1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1164.See file dsdata.txt to determine how the superseded data were derived.
 AW1164
 AW1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN707377(NAD 83)
 AW1164_MARKER: DB = BENCH MARK DISK
 AW1164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1164_SP_SET: CULVERT
 AW1164_STAMPING: J 693 1942
 AW1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1164
 AW1164  HISTORY     - Date     Condition        Report By
 AW1164  HISTORY     - 1942     MONUMENTED       CGS
 AW1164  HISTORY     - 1950     GOOD             NGS
 AW1164  HISTORY     - 1978     GOOD             NGS
 AW1164  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW1164
 AW1164                          STATION DESCRIPTION
 AW1164
 AW1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW1164'1.5 MI NW FROM DANBURY.
 AW1164'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AW1164'AT DANBURY, PROCEED 1.5 MILES NORTHWEST ALONG AN IMPROVED SHELL ROAD
 AW1164'TO THE INTERSECTION OF STATE HIGHWAY NO. 35 AND SITE OF BENCH MARK.
 AW1164'BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE SOUTHWEST
 AW1164'HEADWALL OF A 3 X 3 FOOT CONCRETE BOX CULVERT UNDER IMPROVED ROAD AND
 AW1164'RUNNING PARALLEL WITH THE HIGHWAY.  IT IS 48.0 FEET SOUTHEAST OF AND
 AW1164'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, ABOUT 21.0 FEET
 AW1164'SOUTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF IMPROVED ROAD
 AW1164'LEADING TO DANBURY.
 AW1164
 AW1164                          STATION RECOVERY (1950)
 AW1164
 AW1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AW1164'RECOVERED IN GOOD CONDITION.
 AW1164
 AW1164                          STATION RECOVERY (1978)
 AW1164
 AW1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1164'RECOVERED IN GOOD CONDITION.
 AW1164
 AW1164                          STATION RECOVERY (1997)
 AW1164
 AW1164'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1211 ***********************************************************************
 AN1211  DESIGNATION -  J 694 RESET 1953
 AN1211  PID         -  AN1211
 AN1211  STATE/COUNTY-  TX/REFUGIO
 AN1211  USGS QUAD   -  CRANELL (1978)
 AN1211
 AN1211                         *CURRENT SURVEY CONTROL
 AN1211  ___________________________________________________________________
 AN1211* NAD 83(1986)-  28 08 03.     (N)    097 25 05.     (W)     SCALED    
 AN1211* NAVD 88     -        12.971  (meters)      42.56   (feet)  ADJUSTED  
 AN1211  ___________________________________________________________________
 AN1211  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AN1211  DYNAMIC HT  -          12.951 (meters)      42.49  (feet)  COMP
 AN1211  MODELED GRAV-     979,142.4   (mgal)                       NAVD 88
 AN1211
 AN1211  VERT ORDER  -  FIRST     CLASS I
 AN1211
 AN1211.The horizontal coordinates were scaled from a topographic map and have
 AN1211.an estimated accuracy of +/- 6 seconds.
 AN1211
 AN1211.The orthometric height was determined by differential leveling
 AN1211.and adjusted by the National Geodetic Survey in June 1991..
 AN1211
 AN1211.The geoid height was determined by GEOID03.
 AN1211
 AN1211.The dynamic height is computed by dividing the NAVD 88
 AN1211.geopotential number by the normal gravity value computed on the
 AN1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1211.degrees latitude (g = 980.6199 gals.).
 AN1211
 AN1211.The modeled gravity was interpolated from observed gravity values.
 AN1211
 AN1211;                    North         East    Units  Estimated Accuracy
 AN1211;SPC TXSC     - 4,034,390.      755,420.      MT  (+/- 180 meters Scaled)
 AN1211
 AN1211                          SUPERSEDED SURVEY CONTROL
 AN1211
 AN1211  NGVD 29 (??/??/92)   13.143  (m)           43.12   (f) ADJ UNCH    1 1
 AN1211
 AN1211.Superseded values are not recommended for survey control.
 AN1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1211.See file dsdata.txt to determine how the superseded data were derived.
 AN1211
 AN1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS553130(NAD 83)
 AN1211_MARKER: DB = BENCH MARK DISK
 AN1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1211_SP_SET: CULVERT
 AN1211_STAMPING: J 694 RESET 1953
 AN1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1211
 AN1211  HISTORY     - Date     Condition        Report By
 AN1211  HISTORY     - 1953     MONUMENTED       TXHD
 AN1211  HISTORY     - 1978     GOOD             NGS
 AN1211  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1211  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1211  HISTORY     - 19990724 GOOD             USPSQD
 AN1211
 AN1211                          STATION DESCRIPTION
 AN1211
 AN1211'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN1211'9.0 MI SW FROM WOODSBORO.
 AN1211'9.0 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1211'RAILWAY FROM THE STATION AT WOODSBORO, REFUGIO COUNTY, 2.7 MILES
 AN1211'SOUTHWEST OF THE STATION AT CRANELL, 1 POLE NORTHEAST OF MILEPOST 171,
 AN1211'100 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AT A 4- BY 3-FOOT
 AN1211'CONCRETE CULVERT UNDER U.S. HIGHWAY 77, IN THE CENTER OF THE TOP OF
 AN1211'THE SOUTHEAST HEAD WALL, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AN1211'HIGHWAY, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 AN1211'J 694 RESET 1953.
 AN1211
 AN1211                          STATION RECOVERY (1978)
 AN1211
 AN1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1211'RECOVERED IN GOOD CONDITION.
 AN1211
 AN1211                          STATION RECOVERY (1990)
 AN1211
 AN1211'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1211'MARK NOT FOUND.
 AN1211
 AN1211                          STATION RECOVERY (1994)
 AN1211
 AN1211'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1211'MARK NOT FOUND.
 AN1211
 AN1211                          STATION RECOVERY (1999)
 AN1211
 AN1211'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0464 ***********************************************************************
 AN0464  DESIGNATION -  J 695
 AN0464  PID         -  AN0464
 AN0464  STATE/COUNTY-  TX/VICTORIA
 AN0464  USGS QUAD   -  BLOOMINGTON SW (1995)
 AN0464
 AN0464                         *CURRENT SURVEY CONTROL
 AN0464  ___________________________________________________________________
 AN0464* NAD 83(1986)-  28 35 38.     (N)    096 57 22.     (W)     SCALED    
 AN0464* NAVD 88     -        12.70   (+/-2cm)      41.7    (feet)  VERTCON   
 AN0464  ___________________________________________________________________
 AN0464  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN0464
 AN0464  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0464
 AN0464.The horizontal coordinates were scaled from a topographic map and have
 AN0464.an estimated accuracy of +/- 6 seconds.
 AN0464
 AN0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0464.The vertical order pertains to the NGVD 29 superseded value.
 AN0464
 AN0464.The geoid height was determined by GEOID03.
 AN0464
 AN0464;                    North         East    Units  Estimated Accuracy
 AN0464;SPC TXSC     - 4,086,040.      799,910.      MT  (+/- 180 meters Scaled)
 AN0464
 AN0464                          SUPERSEDED SURVEY CONTROL
 AN0464
 AN0464  NGVD 29 (??/??/92)   12.836  (m)           42.11   (f) ADJ UNCH    1 2
 AN0464
 AN0464.Superseded values are not recommended for survey control.
 AN0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0464.See file dsdata.txt to determine how the superseded data were derived.
 AN0464
 AN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS998647(NAD 83)
 AN0464_MARKER: DB = BENCH MARK DISK
 AN0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0464_STAMPING: J 695 1943
 AN0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0464+STABILITY: SURFACE MOTION
 AN0464
 AN0464  HISTORY     - Date     Condition        Report By
 AN0464  HISTORY     - 1943     MONUMENTED       CGS
 AN0464  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0464
 AN0464                          STATION DESCRIPTION
 AN0464
 AN0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0464'4.4 MI NE FROM MCFADDIN.
 AN0464'TO REACH FROM THE RAILROAD STATION AT MCFADDIN, PROCEED 4.4 MILES
 AN0464'NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO THE
 AN0464'SOUTHWEST END OF A RAILROAD FILL AND SITE OF BENCH MARK.  BENCH MARK
 AN0464'IS 3 POLES SOUTHWEST OF MILE POST NO.214.  IT IS 45.0 FEET SOUTHEAST
 AN0464'OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF TRACK AND 1.0 FOOT
 AN0464'NORTHWEST OF THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTHEAST
 AN0464'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT. STAMPED
 AN0464'J 695 1943 AND SET IN THE TOP OF A CONCRETE POST.
 AN0464
 AN0464                          STATION RECOVERY (1978)
 AN0464
 AN0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0464'SEARCHED FOR BUR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0639 ***********************************************************************
 AN0639  DESIGNATION -  J 697
 AN0639  PID         -  AN0639
 AN0639  STATE/COUNTY-  TX/VICTORIA
 AN0639  USGS QUAD   -  LA SALLE (1995)
 AN0639
 AN0639                         *CURRENT SURVEY CONTROL
 AN0639  ___________________________________________________________________
 AN0639* NAD 83(1986)-  28 49 03.     (N)    096 43 54.     (W)     SCALED    
 AN0639* NAVD 88     -        13.70   (+/-2cm)      44.9    (feet)  VERTCON   
 AN0639  ___________________________________________________________________
 AN0639  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0639
 AN0639  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0639
 AN0639.The horizontal coordinates were scaled from a topographic map and have
 AN0639.an estimated accuracy of +/- 6 seconds.
 AN0639
 AN0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0639.The vertical order pertains to the NGVD 29 superseded value.
 AN0639
 AN0639.The geoid height was determined by GEOID03.
 AN0639
 AN0639;                    North         East    Units  Estimated Accuracy
 AN0639;SPC TXSC     - 4,111,220.      821,380.      MT  (+/- 180 meters Scaled)
 AN0639
 AN0639                          SUPERSEDED SURVEY CONTROL
 AN0639
 AN0639  NGVD 29 (??/??/92)   13.81   (m)           45.3    (f) COMPUTED    2 0
 AN0639
 AN0639.Superseded values are not recommended for survey control.
 AN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0639.See file dsdata.txt to determine how the superseded data were derived.
 AN0639
 AN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS213898(NAD 83)
 AN0639_MARKER: DB = BENCH MARK DISK
 AN0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0639_STAMPING: J 697 1943
 AN0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0639+STABILITY: SURFACE MOTION
 AN0639
 AN0639  HISTORY     - Date     Condition        Report By
 AN0639  HISTORY     - 1943     MONUMENTED       CGS
 AN0639  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0639
 AN0639                          STATION DESCRIPTION
 AN0639
 AN0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0639'7.4 MI SE FROM INEZ.
 AN0639'7.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 AN0639'INEZ, VICTORIA COUNTY, 1.0 MILE SOUTH OF THE JUNCTION OF THE ROAD
 AN0639'LEADING WEST TO GUADALUPE, 30 FEET EAST OF A SMALL FARMHOUSE, 20.5
 AN0639'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A FENCE
 AN0639'CORNER, 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHEAST
 AN0639'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 AN0639'DISK, STAMPED J 697 1943 AND SET IN THE TOP OF A CONCRETE POST
 AN0639'PROJECTING 0.2 FOOT ABOVE GROUND.  NOTE-- THE DESCRIBED AREA IS NOW ON
 AN0639'PRIVATE PROPERTY.  MARK MAY STILL BE THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0626 ***********************************************************************
 AN0626  DESIGNATION -  J 698
 AN0626  PID         -  AN0626
 AN0626  STATE/COUNTY-  TX/VICTORIA
 AN0626  USGS QUAD   -  MARCADO CREEK (1995)
 AN0626
 AN0626                         *CURRENT SURVEY CONTROL
 AN0626  ___________________________________________________________________
 AN0626* NAD 83(1986)-  28 49 41.     (N)    096 52 26.     (W)     SCALED    
 AN0626* NAVD 88     -        23.32   (+/-2cm)      76.5    (feet)  VERTCON   
 AN0626  ___________________________________________________________________
 AN0626  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0626
 AN0626  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0626
 AN0626.The horizontal coordinates were scaled from a topographic map and have
 AN0626.an estimated accuracy of +/- 6 seconds.
 AN0626
 AN0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0626.The vertical order pertains to the NGVD 29 superseded value.
 AN0626
 AN0626.The geoid height was determined by GEOID03.
 AN0626
 AN0626;                    North         East    Units  Estimated Accuracy
 AN0626;SPC TXSC     - 4,112,130.      807,480.      MT  (+/- 180 meters Scaled)
 AN0626
 AN0626                          SUPERSEDED SURVEY CONTROL
 AN0626
 AN0626  NGVD 29 (??/??/92)   23.40   (m)           76.8    (f) COMPUTED    2 0
 AN0626
 AN0626.Superseded values are not recommended for survey control.
 AN0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0626.See file dsdata.txt to determine how the superseded data were derived.
 AN0626
 AN0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS074907(NAD 83)
 AN0626_MARKER: DB = BENCH MARK DISK
 AN0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0626_STAMPING: J 698 1943
 AN0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0626+STABILITY: SURFACE MOTION
 AN0626
 AN0626  HISTORY     - Date     Condition        Report By
 AN0626  HISTORY     - 1943     MONUMENTED       CGS
 AN0626
 AN0626                          STATION DESCRIPTION
 AN0626
 AN0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0626'2.0 MI SE FROM TELFENER.
 AN0626'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT TELFENER,
 AN0626'PROCEED 2.0 MILES SOUTHEAST ALONG A GRAVEL ROAD AND SITE OF BENCH
 AN0626'MARK.  BENCH MARK IS ABOUT 0.2 MILE SOUTHEAST OF A WINDMILL ON THE
 AN0626'NORTHEAST SIDE OF ROAD.  IT IS 25.0 FEET NORTHEAST OF AND ABOUT THE
 AN0626'SAME ELEVATION AS THE CENTERLINE OF ROAD, ABOUT 1.0 FOOT NORTHEAST OF
 AN0626'THE RIGHT OF WAY FENCE.  MONUMENT IS 3.0 FEET SOUTHEAST OF A 4X4 INCH
 AN0626'WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0627 ***********************************************************************
 AN0627  DESIGNATION -  J 698 RESET 1955
 AN0627  PID         -  AN0627
 AN0627  STATE/COUNTY-  TX/VICTORIA
 AN0627  USGS QUAD   -  MARCADO CREEK (1995)
 AN0627
 AN0627                         *CURRENT SURVEY CONTROL
 AN0627  ___________________________________________________________________
 AN0627* NAD 83(1986)-  28 49 41.     (N)    096 52 26.     (W)     SCALED    
 AN0627* NAVD 88     -        23.36   (+/-2cm)      76.6    (feet)  VERTCON   
 AN0627  ___________________________________________________________________
 AN0627  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0627
 AN0627  VERT ORDER  -  THIRD (See Below)
 AN0627
 AN0627.The horizontal coordinates were scaled from a topographic map and have
 AN0627.an estimated accuracy of +/- 6 seconds.
 AN0627
 AN0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0627.The vertical order pertains to the NGVD 29 superseded value.
 AN0627
 AN0627.The geoid height was determined by GEOID03.
 AN0627
 AN0627;                    North         East    Units  Estimated Accuracy
 AN0627;SPC TXSC     - 4,112,130.      807,480.      MT  (+/- 180 meters Scaled)
 AN0627
 AN0627                          SUPERSEDED SURVEY CONTROL
 AN0627
 AN0627  NGVD 29 (??/??/??)   23.45   (m)           76.9    (f) RESET       3  
 AN0627
 AN0627.Superseded values are not recommended for survey control.
 AN0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0627.See file dsdata.txt to determine how the superseded data were derived.
 AN0627
 AN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS074907(NAD 83)
 AN0627_MARKER: DD = SURVEY DISK
 AN0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0627_STAMPING: J 698 RESET 1955
 AN0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0627+STABILITY: SURFACE MOTION
 AN0627
 AN0627  HISTORY     - Date     Condition        Report By
 AN0627  HISTORY     - 1955     MONUMENTED       TXHD
 AN0627  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN0627
 AN0627                          STATION DESCRIPTION
 AN0627
 AN0627'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0627'2.0 MI SE FROM TELFENER.
 AN0627'2.0 MILES SOUTHEAST ALONG FARM-TO-MARKET HIGHWAY 1686 FROM THE TEXAS
 AN0627'AND NEW ORLEANS RAILROAD STATION AT TELFENER, VICTORIA COUNTY, 51.5
 AN0627'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION
 AN0627'103+10, AND 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 AN0627'DISK, STAMPED J 698 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST
 AN0627'PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0627
 AN0627                          STATION RECOVERY (1991)
 AN0627
 AN0627'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0672 ***********************************************************************
 AN0672  DESIGNATION -  J 699
 AN0672  PID         -  AN0672
 AN0672  STATE/COUNTY-  TX/VICTORIA
 AN0672  USGS QUAD   -  BLOOMINGTON (1995)
 AN0672
 AN0672                         *CURRENT SURVEY CONTROL
 AN0672  ___________________________________________________________________
 AN0672* NAD 83(1986)-  28 44 30.     (N)    096 54 26.     (W)     SCALED    
 AN0672* NAVD 88     -        21.82   (+/-2cm)      71.6    (feet)  VERTCON   
 AN0672  ___________________________________________________________________
 AN0672  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0672
 AN0672  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0672
 AN0672.The horizontal coordinates were scaled from a topographic map and have
 AN0672.an estimated accuracy of +/- 6 seconds.
 AN0672
 AN0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0672.The vertical order pertains to the NGVD 29 superseded value.
 AN0672
 AN0672.The geoid height was determined by GEOID03.
 AN0672
 AN0672;                    North         East    Units  Estimated Accuracy
 AN0672;SPC TXSC     - 4,102,500.      804,400.      MT  (+/- 180 meters Scaled)
 AN0672
 AN0672                          SUPERSEDED SURVEY CONTROL
 AN0672
 AN0672  NGVD 29 (??/??/92)   21.931  (m)           71.95   (f) ADJ UNCH    2 0
 AN0672
 AN0672.Superseded values are not recommended for survey control.
 AN0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0672.See file dsdata.txt to determine how the superseded data were derived.
 AN0672
 AN0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS043811(NAD 83)
 AN0672_MARKER: DB = BENCH MARK DISK
 AN0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0672_STAMPING: J 699 1943
 AN0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0672+STABILITY: SURFACE MOTION
 AN0672
 AN0672  HISTORY     - Date     Condition        Report By
 AN0672  HISTORY     - 1943     MONUMENTED       CGS
 AN0672  HISTORY     - 1959     GOOD             NGS
 AN0672  HISTORY     - 1990     GOOD             USPSQD
 AN0672  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN0672
 AN0672                          STATION DESCRIPTION
 AN0672
 AN0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AN0672'1.3 MI SE FROM GUADALUPE.
 AN0672'1.3 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0672'PUBLIC SCHOOL AT GUADALUPE, VICTORIA COUNTY, 5 POLES NORTHWEST OF
 AN0672'MILEPOST 20, 73 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 51.6
 AN0672'FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 87, 3 FEET SOUTH OF A
 AN0672'WHITE WOODEN WITNESS POST, AND 3 FEET LOWER THAN THE TRACK.  A
 AN0672'STANDARD DISK, STAMPED J 699 1943 AND SET IN THE TOP OF A CONCRETE
 AN0672'POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AN0672
 AN0672                          STATION RECOVERY (1990)
 AN0672
 AN0672'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0672'RECOVERED IN GOOD CONDITION.
 AN0672
 AN0672                          STATION RECOVERY (1991)
 AN0672
 AN0672'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0038 ***********************************************************************
 AB0038  DESIGNATION -  J 7
 AB0038  PID         -  AB0038
 AB0038  STATE/COUNTY-  TX/CAMERON
 AB0038  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0038
 AB0038                         *CURRENT SURVEY CONTROL
 AB0038  ___________________________________________________________________
 AB0038* NAD 83(1986)-  25 54 59.     (N)    097 25 55.     (W)     SCALED    
 AB0038* NAVD 88     -         5.105  (meters)      16.75   (feet)  ADJUSTED  
 AB0038  ___________________________________________________________________
 AB0038  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 AB0038  DYNAMIC HT  -           5.096 (meters)      16.72  (feet)  COMP
 AB0038  MODELED GRAV-     979,034.2   (mgal)                       NAVD 88
 AB0038
 AB0038  VERT ORDER  -  SECOND    CLASS 0
 AB0038
 AB0038.The horizontal coordinates were scaled from a topographic map and have
 AB0038.an estimated accuracy of +/- 6 seconds.
 AB0038
 AB0038.The orthometric height was determined by differential leveling
 AB0038.and adjusted by the National Geodetic Survey in June 1991..
 AB0038.WARNING-Repeat measurements at this control monument indicate possible
 AB0038.vertical movement.
 AB0038
 AB0038.The geoid height was determined by GEOID03.
 AB0038
 AB0038.The dynamic height is computed by dividing the NAVD 88
 AB0038.geopotential number by the normal gravity value computed on the
 AB0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0038.degrees latitude (g = 980.6199 gals.).
 AB0038
 AB0038.The modeled gravity was interpolated from observed gravity values.
 AB0038
 AB0038;                    North         East    Units  Estimated Accuracy
 AB0038;SPC TX S     - 5,028,120.      407,010.      MT  (+/- 180 meters Scaled)
 AB0038
 AB0038                          SUPERSEDED SURVEY CONTROL
 AB0038
 AB0038  NGVD 29 (??/??/92)    5.208  (m)           17.09   (f) ADJ UNCH    2 0
 AB0038
 AB0038.Superseded values are not recommended for survey control.
 AB0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0038.See file dsdata.txt to determine how the superseded data were derived.
 AB0038
 AB0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP570673(NAD 83)
 AB0038_MARKER: DD = SURVEY DISK
 AB0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0038_SP_SET: HEADWALL
 AB0038_STAMPING: J 7 17.03
 AB0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0038
 AB0038  HISTORY     - Date     Condition        Report By
 AB0038  HISTORY     - UNK      MONUMENTED
 AB0038  HISTORY     - 1973     GOOD             NGS
 AB0038  HISTORY     - 1990     GOOD             USPSQD
 AB0038
 AB0038                          STATION DESCRIPTION
 AB0038
 AB0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AB0038'3.2 MI NE FROM BROWNSVILLE.
 AB0038'1.0 MILE NORTHEAST AND 2.25 MILES EAST ALONG STATE HIGHWAY 4 FROM THE
 AB0038'INTERSECTION OF SOUTHMOST ROAD AT BROWNSVILLE, CAMERON COUNTY, 57 FT.
 AB0038'WEST OF THE CENTERLINE OF MINNESOTA AVE., 30 FT. NORTH OF THE
 AB0038'CENTERLINE OF STATE HIGHWAY 4, IN THE CENTER OF THE TOP OF A CONCRETE
 AB0038'HEADWALL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AB0038
 AB0038                          STATION RECOVERY (1990)
 AB0038
 AB0038'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0051 ***********************************************************************
 AX0051  DESIGNATION -  J 7
 AX0051  PID         -  AX0051
 AX0051  STATE/COUNTY-  TX/AUSTIN
 AX0051  USGS QUAD   -  NEW ULM (1981)
 AX0051
 AX0051                         *CURRENT SURVEY CONTROL
 AX0051  ___________________________________________________________________
 AX0051* NAD 83(1986)-  29 53 16.     (N)    096 29 08.     (W)     SCALED    
 AX0051* NAVD 88     -       120.053  (meters)     393.87   (feet)  ADJUSTED  
 AX0051  ___________________________________________________________________
 AX0051  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX0051  DYNAMIC HT  -         119.888 (meters)     393.33  (feet)  COMP
 AX0051  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 AX0051
 AX0051  VERT ORDER  -  FIRST     CLASS I
 AX0051
 AX0051.The horizontal coordinates were scaled from a topographic map and have
 AX0051.an estimated accuracy of +/- 6 seconds.
 AX0051
 AX0051.The orthometric height was determined by differential leveling
 AX0051.and adjusted by the National Geodetic Survey in June 1991..
 AX0051
 AX0051.The geoid height was determined by GEOID03.
 AX0051
 AX0051.The dynamic height is computed by dividing the NAVD 88
 AX0051.geopotential number by the normal gravity value computed on the
 AX0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0051.degrees latitude (g = 980.6199 gals.).
 AX0051
 AX0051.The modeled gravity was interpolated from observed gravity values.
 AX0051
 AX0051;                    North         East    Units  Estimated Accuracy
 AX0051;SPC TXSC     - 4,230,300.      842,840.      MT  (+/- 180 meters Scaled)
 AX0051
 AX0051                          SUPERSEDED SURVEY CONTROL
 AX0051
 AX0051  NGVD 29 (12/23/87)  120.019  (m)          393.76   (f) ADJUSTED    1 1
 AX0051
 AX0051.Superseded values are not recommended for survey control.
 AX0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0051.See file dsdata.txt to determine how the superseded data were derived.
 AX0051
 AX0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU428090(NAD 83)
 AX0051_MARKER: Q = CHISELED SQUARE
 AX0051_SETTING: 0 = UNSPECIFIED SETTING
 AX0051_SP_SET: STONE POST
 AX0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0051+STABILITY: SURFACE MOTION
 AX0051
 AX0051  HISTORY     - Date     Condition        Report By
 AX0051  HISTORY     - UNK      MONUMENTED       CGS
 AX0051  HISTORY     - 1973     GOOD             NGS
 AX0051  HISTORY     - 1976     GOOD             NGS
 AX0051  HISTORY     - 1976     GOOD             NGS
 AX0051  HISTORY     - 1978     GOOD             NGS
 AX0051  HISTORY     - 1986     GOOD             NGS
 AX0051  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0051
 AX0051                          STATION DESCRIPTION
 AX0051
 AX0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0051'0.4 MI E FROM NEW ULM.
 AX0051'0.4 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0051'CROSSING OF FARM ROAD 109 AT NEW ULM, 4 POLES WEST OF MILE POLE 1014,
 AX0051'7 RAILS EAST OF THE EAST END OF SIDE TRACKS, 44.7 NORTH OF THE NORTH
 AX0051'RAIL, 20 1/2 FEET WEST-NORTHWEST OF THE 4TH TELEPHONE POLE WEST OF THE
 AX0051'MILE POLE, 1.5 FEET SOUTH OF A FENCE LINE, 1.5 FEET EAST OF A WITNESS
 AX0051'POST, ABOUT 2 1/2 FEET HIGHER THAN THE TRACK, THE BOTTOM OF A SQUARE
 AX0051'HOLE IN THE TOP OF A STONE POST LETTERED USBM, AND PROJECTING 0.5 FOOT
 AX0051'ABOVE THE GROUND.  NOTE-- THE POST IS LEANING SLIGHTLY TO THE SOUTH.
 AX0051
 AX0051                          STATION RECOVERY (1976)
 AX0051
 AX0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0051'RECOVERED IN GOOD CONDITION.
 AX0051
 AX0051                          STATION RECOVERY (1976)
 AX0051
 AX0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0051'RECOVERED IN GOOD CONDITION.
 AX0051
 AX0051                          STATION RECOVERY (1978)
 AX0051
 AX0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0051'RECOVERED IN GOOD CONDITION.
 AX0051
 AX0051                          STATION RECOVERY (1986)
 AX0051
 AX0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0051'RECOVERED IN GOOD CONDITION.
 AX0051
 AX0051                          STATION RECOVERY (1999)
 AX0051
 AX0051'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0109 ***********************************************************************
 EO0109  DESIGNATION -  J 70 RESET 1957
 EO0109  PID         -  EO0109
 EO0109  STATE/COUNTY-  TX/LAMB
 EO0109  USGS QUAD   -  AMHERST (1981)
 EO0109
 EO0109                         *CURRENT SURVEY CONTROL
 EO0109  ___________________________________________________________________
 EO0109* NAD 83(1986)-  34 00 08.     (N)    102 25 55.     (W)     SCALED    
 EO0109* NAVD 88     -      1115.21   (meters)    3658.8    (feet)  RESET     
 EO0109  ___________________________________________________________________
 EO0109  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 EO0109
 EO0109  VERT ORDER  -  THIRD
 EO0109
 EO0109.The horizontal coordinates were scaled from a topographic map and have
 EO0109.an estimated accuracy of +/- 6 seconds.
 EO0109
 EO0109.The orthometric height was computed from unverified reset data.
 EO0109
 EO0109.The geoid height was determined by GEOID03.
 EO0109
 EO0109;                    North         East    Units  Estimated Accuracy
 EO0109;SPC TXNC     - 2,265,800.      236,840.      MT  (+/- 180 meters Scaled)
 EO0109
 EO0109                          SUPERSEDED SURVEY CONTROL
 EO0109
 EO0109.No superseded survey control is available for this station.
 EO0109
 EO0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT371653(NAD 83)
 EO0109_MARKER: DB = BENCH MARK DISK
 EO0109_SETTING: 0 = UNSPECIFIED SETTING
 EO0109_STAMPING: J 70 RESET 1957
 EO0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0109
 EO0109  HISTORY     - Date     Condition        Report By
 EO0109  HISTORY     - 1957     MONUMENTED       LOCENG
 EO0109  HISTORY     - 1962     MARK NOT FOUND   USGS
 EO0109  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0109
 EO0109                          STATION DESCRIPTION
 EO0109
 EO0109'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 EO0109'0.5 MI N FROM AMHERST.
 EO0109'0.5 MILE NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM AMHERST,
 EO0109'ABOUT 250 FEET SOUTH OF MILEPOST 45 AND 50 FEET WEST OF THE TRACK.
 EO0109
 EO0109                          STATION RECOVERY (1962)
 EO0109
 EO0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 EO0109'MARK NOT FOUND.
 EO0109
 EO0109                          STATION RECOVERY (1982)
 EO0109
 EO0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0198 ***********************************************************************
 BO0198  DESIGNATION -  J 700
 BO0198  PID         -  BO0198
 BO0198  STATE/COUNTY-  TX/CROCKETT
 BO0198  USGS QUAD   -  INDIO HILL (1967)
 BO0198
 BO0198                         *CURRENT SURVEY CONTROL
 BO0198  ___________________________________________________________________
 BO0198* NAD 83(1986)-  30 50 03.     (N)    101 10 08.     (W)     SCALED    
 BO0198* NAVD 88     -       774.962  (meters)    2542.52   (feet)  ADJUSTED  
 BO0198  ___________________________________________________________________
 BO0198  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 BO0198  DYNAMIC HT  -         773.831 (meters)    2538.81  (feet)  COMP
 BO0198  MODELED GRAV-     979,155.5   (mgal)                       NAVD 88
 BO0198
 BO0198  VERT ORDER  -  SECOND    CLASS 0
 BO0198
 BO0198.The horizontal coordinates were scaled from a topographic map and have
 BO0198.an estimated accuracy of +/- 6 seconds.
 BO0198
 BO0198.The orthometric height was determined by differential leveling
 BO0198.and adjusted by the National Geodetic Survey in June 1991..
 BO0198
 BO0198.The geoid height was determined by GEOID03.
 BO0198
 BO0198.The dynamic height is computed by dividing the NAVD 88
 BO0198.geopotential number by the normal gravity value computed on the
 BO0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0198.degrees latitude (g = 980.6199 gals.).
 BO0198
 BO0198.The modeled gravity was interpolated from observed gravity values.
 BO0198
 BO0198;                    North         East    Units  Estimated Accuracy
 BO0198;SPC TX C     - 3,129,720.      620,070.      MT  (+/- 180 meters Scaled)
 BO0198
 BO0198                          SUPERSEDED SURVEY CONTROL
 BO0198
 BO0198  NGVD 29 (??/??/92)  774.733  (m)         2541.77   (f) ADJ UNCH    2 0
 BO0198
 BO0198.Superseded values are not recommended for survey control.
 BO0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0198.See file dsdata.txt to determine how the superseded data were derived.
 BO0198
 BO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV925132(NAD 83)
 BO0198_MARKER: DB = BENCH MARK DISK
 BO0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0198_STAMPING: J 700 1942
 BO0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0198+STABILITY: SURFACE MOTION
 BO0198
 BO0198  HISTORY     - Date     Condition        Report By
 BO0198  HISTORY     - 1942     MONUMENTED       CGS
 BO0198  HISTORY     - 1966     GOOD             NGS
 BO0198
 BO0198                          STATION DESCRIPTION
 BO0198
 BO0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0198'9.1 MI N FROM OZONA.
 BO0198'ABOUT 9.1 MILES NORTH ALONG STATE HIGHWAY 163 FORM THE OZONA NATIONAL
 BO0198'BANK AT OZONA, CROCKETT COUNTY, AT THE JUNCTION OF A DRIVEWAY LEADING
 BO0198'TO CARL COLWICK RANCH, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BO0198'32 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 42.2 FEET SOUTHWEST
 BO0198'OF THE SOUTH END OF A BUMPER GATE, 5.0 FEET NORTHWEST OF THE WEST END
 BO0198'OF A WIRE FENCE LEADING EAST FROM THE HIGHWAY, AND 2.5 FEET NORTH OF A
 BO0198'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 700 1942 AND
 BO0198'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0174 ***********************************************************************
 BO0174  DESIGNATION -  J 701
 BO0174  PID         -  BO0174
 BO0174  STATE/COUNTY-  TX/CROCKETT
 BO0174  USGS QUAD   -  MITCHELL CANYON NE (1979)
 BO0174
 BO0174                         *CURRENT SURVEY CONTROL
 BO0174  ___________________________________________________________________
 BO0174* NAD 83(1986)-  30 39 29.     (N)    101 16 18.     (W)     SCALED    
 BO0174* NAVD 88     -       767.903  (meters)    2519.36   (feet)  ADJUSTED  
 BO0174  ___________________________________________________________________
 BO0174  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 BO0174  DYNAMIC HT  -         766.769 (meters)    2515.64  (feet)  COMP
 BO0174  MODELED GRAV-     979,138.9   (mgal)                       NAVD 88
 BO0174
 BO0174  VERT ORDER  -  FIRST     CLASS II
 BO0174
 BO0174.The horizontal coordinates were scaled from a topographic map and have
 BO0174.an estimated accuracy of +/- 6 seconds.
 BO0174
 BO0174.The orthometric height was determined by differential leveling
 BO0174.and adjusted by the National Geodetic Survey in June 1991..
 BO0174
 BO0174.The geoid height was determined by GEOID03.
 BO0174
 BO0174.The dynamic height is computed by dividing the NAVD 88
 BO0174.geopotential number by the normal gravity value computed on the
 BO0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0174.degrees latitude (g = 980.6199 gals.).
 BO0174
 BO0174.The modeled gravity was interpolated from observed gravity values.
 BO0174
 BO0174;                    North         East    Units  Estimated Accuracy
 BO0174;SPC TX C     - 3,110,280.      610,080.      MT  (+/- 180 meters Scaled)
 BO0174
 BO0174                          SUPERSEDED SURVEY CONTROL
 BO0174
 BO0174  NGVD 29 (??/??/92)  767.686  (m)         2518.65   (f) ADJ UNCH    1 2
 BO0174
 BO0174.Superseded values are not recommended for survey control.
 BO0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0174.See file dsdata.txt to determine how the superseded data were derived.
 BO0174
 BO0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU823939(NAD 83)
 BO0174_MARKER: DB = BENCH MARK DISK
 BO0174_SETTING: 80 = SET IN A BOULDER
 BO0174_SP_SET: BOULDER
 BO0174_STAMPING: J 701 1942
 BO0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0174+STABILITY: SURFACE MOTION
 BO0174
 BO0174  HISTORY     - Date     Condition        Report By
 BO0174  HISTORY     - 1942     MONUMENTED       CGS
 BO0174  HISTORY     - 1967     GOOD             USGS
 BO0174
 BO0174                          STATION DESCRIPTION
 BO0174
 BO0174'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BO0174'4.6 MI W FROM OZONA.
 BO0174'5.2 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURT HOUSE AT OZONA,
 BO0174'CROCKETT COUNTY, TO INTERSECTION OF U.S. HIGHWAY 290 AND RANCH ROAD
 BO0174'2083, THENCE 3.2 MILES SOUTH ALONG ROAD 2083.  ABOUT 2400 FEET SOUTH
 BO0174'OF AND W AT N-S FENCE LINE CORNER, 62 FEET WEST OF THE CENTER LINE OF
 BO0174'THE HIGHWAY, 10 FEET WEST OF A WIRE FENCE, 17 FEET NORTH OF A CEDAR
 BO0174'BUSH, IN THE TOP OF A BOULDER SURROUNDED BY A CIRCLE OF ROCKS, AND 1.1
 BO0174'FEET LOWER THAN THE HIGHWAY. A STANDARD DISK, STAMPED J 701 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0227 ***********************************************************************
 BO0227  DESIGNATION -  J 702
 BO0227  PID         -  BO0227
 BO0227  STATE/COUNTY-  TX/CROCKETT
 BO0227  USGS QUAD   -  HOWARDS WELL (1970)
 BO0227
 BO0227                         *CURRENT SURVEY CONTROL
 BO0227  ___________________________________________________________________
 BO0227* NAD 83(1986)-  30 24 45.     (N)    101 28 34.     (W)     SCALED    
 BO0227* NAVD 88     -       598.731  (meters)    1964.34   (feet)  ADJUSTED  
 BO0227  ___________________________________________________________________
 BO0227  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 BO0227  DYNAMIC HT  -         597.833 (meters)    1961.39  (feet)  COMP
 BO0227  MODELED GRAV-     979,123.6   (mgal)                       NAVD 88
 BO0227
 BO0227  VERT ORDER  -  FIRST     CLASS II
 BO0227
 BO0227.The horizontal coordinates were scaled from a topographic map and have
 BO0227.an estimated accuracy of +/- 6 seconds.
 BO0227
 BO0227.The orthometric height was determined by differential leveling
 BO0227.and adjusted by the National Geodetic Survey in June 1991..
 BO0227
 BO0227.The geoid height was determined by GEOID03.
 BO0227
 BO0227.The dynamic height is computed by dividing the NAVD 88
 BO0227.geopotential number by the normal gravity value computed on the
 BO0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0227.degrees latitude (g = 980.6199 gals.).
 BO0227
 BO0227.The modeled gravity was interpolated from observed gravity values.
 BO0227
 BO0227;                    North         East    Units  Estimated Accuracy
 BO0227;SPC TX C     - 3,083,240.      590,210.      MT  (+/- 180 meters Scaled)
 BO0227
 BO0227                          SUPERSEDED SURVEY CONTROL
 BO0227
 BO0227  NGVD 29 (??/??/92)  598.548  (m)         1963.74   (f) ADJ UNCH    1 2
 BO0227
 BO0227.Superseded values are not recommended for survey control.
 BO0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0227.See file dsdata.txt to determine how the superseded data were derived.
 BO0227
 BO0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU621670(NAD 83)
 BO0227_MARKER: DB = BENCH MARK DISK
 BO0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0227_STAMPING: J 702 1942
 BO0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0227+STABILITY: SURFACE MOTION
 BO0227
 BO0227  HISTORY     - Date     Condition        Report By
 BO0227  HISTORY     - 1942     MONUMENTED       CGS
 BO0227  HISTORY     - 1971     GOOD             USGS
 BO0227
 BO0227                          STATION DESCRIPTION
 BO0227
 BO0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0227'17.7 MI N FROM PANDALE.
 BO0227'THIS MARK IS ABOUT 17.7 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0227'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 29.5 FEET EAST OF THE CENTER
 BO0227'LINE OF THE DIRT ROAD, 1.0 FOOT WEST OF A WIRE FENCE WHICH RUNS
 BO0227'PARALLEL WITH THE ROAD, 52.9 FEET NORTH OF A TELEPHONE POLE, 150.0
 BO0227'FEET SOUTH OF A TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD.
 BO0227
 BO0227                          STATION RECOVERY (1971)
 BO0227
 BO0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BO0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0311 ***********************************************************************
 AZ0311  DESIGNATION -  J 704
 AZ0311  PID         -  AZ0311
 AZ0311  STATE/COUNTY-  TX/VAL VERDE
 AZ0311  USGS QUAD   -  LANGTRY (1973)
 AZ0311
 AZ0311                         *CURRENT SURVEY CONTROL
 AZ0311  ___________________________________________________________________
 AZ0311* NAD 83(1986)-  29 49 15.     (N)    101 33 53.     (W)     SCALED    
 AZ0311* NAVD 88     -       417.244  (meters)    1368.91   (feet)  ADJUSTED  
 AZ0311  ___________________________________________________________________
 AZ0311  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 AZ0311  DYNAMIC HT  -         416.635 (meters)    1366.91  (feet)  COMP
 AZ0311  MODELED GRAV-     979,169.6   (mgal)                       NAVD 88
 AZ0311
 AZ0311  VERT ORDER  -  FIRST     CLASS II
 AZ0311
 AZ0311.The horizontal coordinates were scaled from a topographic map and have
 AZ0311.an estimated accuracy of +/- 6 seconds.
 AZ0311
 AZ0311.The orthometric height was determined by differential leveling
 AZ0311.and adjusted by the National Geodetic Survey in June 1991..
 AZ0311
 AZ0311.The geoid height was determined by GEOID03.
 AZ0311
 AZ0311.The dynamic height is computed by dividing the NAVD 88
 AZ0311.geopotential number by the normal gravity value computed on the
 AZ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0311.degrees latitude (g = 980.6199 gals.).
 AZ0311
 AZ0311.The modeled gravity was interpolated from observed gravity values.
 AZ0311
 AZ0311;                    North         East    Units  Estimated Accuracy
 AZ0311;SPC TXSC     - 4,222,990.      352,140.      MT  (+/- 180 meters Scaled)
 AZ0311
 AZ0311                          SUPERSEDED SURVEY CONTROL
 AZ0311
 AZ0311  NGVD 29 (??/??/92)  417.130  (m)         1368.53   (f) ADJ UNCH    1 2
 AZ0311
 AZ0311.Superseded values are not recommended for survey control.
 AZ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0311.See file dsdata.txt to determine how the superseded data were derived.
 AZ0311
 AZ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU521016(NAD 83)
 AZ0311_MARKER: DB = BENCH MARK DISK
 AZ0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0311_STAMPING: J 704 1942
 AZ0311_MARK LOGO: CGS   
 AZ0311_PROJECTION: PROJECTING 10 CENTIMETERS
 AZ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0311+STABILITY: SURFACE MOTION
 AZ0311
 AZ0311  HISTORY     - Date     Condition        Report By
 AZ0311  HISTORY     - 1942     MONUMENTED       CGS
 AZ0311  HISTORY     - 1973     GOOD             USGS
 AZ0311  HISTORY     - 1981     GOOD             NGS
 AZ0311  HISTORY     - 20010607 GOOD             USPSQD
 AZ0311
 AZ0311                          STATION DESCRIPTION
 AZ0311
 AZ0311'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 AZ0311'0.7 MI N FROM LANGTRY.
 AZ0311'ABOUT 0.7 MI. NORTHEAST ALONG THE DIRT ROAD TO PANDALE FROM THE
 AZ0311'SOUTHERN PACIFIC RAILROAD STATION AT LANGTRY, 82 FEET EAST OF THE
 AZ0311'CENTER LINE OF THE ROAD, BETWEEN 2 HILLS, 100 FEET SOUTH OF THE CENTER
 AZ0311'LINE OF A DRY WASH, 2 FEET WEST OF A FENCE, 2 FEET NORTH OF A WHITE
 AZ0311'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 AZ0311
 AZ0311                          STATION RECOVERY (1981)
 AZ0311
 AZ0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0311'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0311'OFFICE IN LANGTRY, THENCE 1.0 KM (0.6 MI) NORTHERLY ALONG A GRAVELED
 AZ0311'ROAD, 30.5 METERS (100.1 FT) SOUTH OF THE CENTER OF A DRY WASH, 25.1
 AZ0311'METERS (82.3 FT) EAST OF THE CENTER OF THE ROAD AND 0.6 METER (2.0 FT)
 AZ0311'WEST OF A FENCE.
 AZ0311'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 AZ0311'THE MARK IS 0.6 M BELOW THE ROAD.
 AZ0311
 AZ0311                          STATION RECOVERY (2001)
 AZ0311
 AZ0311'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0517 ***********************************************************************
 CD0517  DESIGNATION -  J 705
 CD0517  PID         -  CD0517
 CD0517  STATE/COUNTY-  TX/HUDSPETH
 CD0517  USGS QUAD   -  BLACK HILLS (1979)
 CD0517
 CD0517                         *CURRENT SURVEY CONTROL
 CD0517  ___________________________________________________________________
 CD0517* NAD 83(1986)-  31 28 29.     (N)    105 20 57.     (W)     SCALED    
 CD0517* NAVD 88     -      1326.565  (meters)    4352.24   (feet)  ADJUSTED  
 CD0517  ___________________________________________________________________
 CD0517  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0517  DYNAMIC HT  -        1324.501 (meters)    4345.47  (feet)  COMP
 CD0517  MODELED GRAV-     979,037.8   (mgal)                       NAVD 88
 CD0517
 CD0517  VERT ORDER  -  FIRST     CLASS II
 CD0517
 CD0517.The horizontal coordinates were scaled from a topographic map and have
 CD0517.an estimated accuracy of +/- 6 seconds.
 CD0517
 CD0517.The orthometric height was determined by differential leveling
 CD0517.and adjusted by the National Geodetic Survey in June 1991..
 CD0517
 CD0517.The geoid height was determined by GEOID03.
 CD0517
 CD0517.The dynamic height is computed by dividing the NAVD 88
 CD0517.geopotential number by the normal gravity value computed on the
 CD0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0517.degrees latitude (g = 980.6199 gals.).
 CD0517
 CD0517.The modeled gravity was interpolated from observed gravity values.
 CD0517
 CD0517;                    North         East    Units  Estimated Accuracy
 CD0517;SPC TX C     - 3,211,180.      223,560.      MT  (+/- 180 meters Scaled)
 CD0517
 CD0517                          SUPERSEDED SURVEY CONTROL
 CD0517
 CD0517  NGVD 29 (??/??/92) 1325.99   (m)         4350.4    (f) COMPUTED    1 2
 CD0517
 CD0517.Superseded values are not recommended for survey control.
 CD0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0517.See file dsdata.txt to determine how the superseded data were derived.
 CD0517
 CD0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ668822(NAD 83)
 CD0517_MARKER: DB = BENCH MARK DISK
 CD0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0517_STAMPING: J 705 1942
 CD0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0517+STABILITY: SURFACE MOTION
 CD0517
 CD0517  HISTORY     - Date     Condition        Report By
 CD0517  HISTORY     - 1942     MONUMENTED       CGS
 CD0517  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0517
 CD0517                          STATION DESCRIPTION
 CD0517
 CD0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CD0517'22.65 MI N FROM SIERRA BLANCA.
 CD0517'THIS MARK IS ABOUT 22.65 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE
 CD0517'RAILROAD STATION AT SIERRA BLANCA, HUDSPETH COUNTY, 39.2 FEET EAST OF
 CD0517'THE CENTER LINE OF THE DIRT ROAD, 1.1 FEET WEST OF A WIRE FENCE WHICH
 CD0517'RUNS PARALLEL WITH THE ROAD, 42.0 FEET NORTHWEST OF A DAGGER BUSH,
 CD0517'ABOUT LEVEL WITH THE ROAD, 2.0 FEET SOUTH OF A STANDARD REFERENCE
 CD0517'POST.
 CD0517
 CD0517                          STATION RECOVERY (1958)
 CD0517
 CD0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0380 ***********************************************************************
 BP0380  DESIGNATION -  J 706
 BP0380  PID         -  BP0380
 BP0380  STATE/COUNTY-  TX/BREWSTER
 BP0380  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0380
 BP0380                         *CURRENT SURVEY CONTROL
 BP0380  ___________________________________________________________________
 BP0380* NAD 83(1986)-  30 20 07.     (N)    103 38 11.     (W)     SCALED    
 BP0380* NAVD 88     -      1406.995  (meters)    4616.12   (feet)  ADJUSTED  
 BP0380  ___________________________________________________________________
 BP0380  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 BP0380  DYNAMIC HT  -        1404.703 (meters)    4608.60  (feet)  COMP
 BP0380  MODELED GRAV-     978,962.9   (mgal)                       NAVD 88
 BP0380
 BP0380  VERT ORDER  -  FIRST     CLASS I
 BP0380
 BP0380.The horizontal coordinates were scaled from a topographic map and have
 BP0380.an estimated accuracy of +/- 6 seconds.
 BP0380
 BP0380.The orthometric height was determined by differential leveling
 BP0380.and adjusted by the National Geodetic Survey in June 1991..
 BP0380
 BP0380.The geoid height was determined by GEOID03.
 BP0380
 BP0380.The dynamic height is computed by dividing the NAVD 88
 BP0380.geopotential number by the normal gravity value computed on the
 BP0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0380.degrees latitude (g = 980.6199 gals.).
 BP0380
 BP0380.The modeled gravity was interpolated from observed gravity values.
 BP0380
 BP0380;                    North         East    Units  Estimated Accuracy
 BP0380;SPC TXSC     - 4,286,130.      154,270.      MT  (+/- 180 meters Scaled)
 BP0380
 BP0380                          SUPERSEDED SURVEY CONTROL
 BP0380
 BP0380  NGVD 29 (??/??/92) 1406.525  (m)         4614.57   (f) ADJ UNCH    1 1
 BP0380
 BP0380.Superseded values are not recommended for survey control.
 BP0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0380.See file dsdata.txt to determine how the superseded data were derived.
 BP0380
 BP0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP310567(NAD 83)
 BP0380_MARKER: DB = BENCH MARK DISK
 BP0380_SETTING: 66 = SET IN ROCK OUTCROP
 BP0380_SP_SET: ROCK OUTCROP
 BP0380_STAMPING: J 706 1943
 BP0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0380+STABILITY: POSITION/ELEVATION WELL
 BP0380
 BP0380  HISTORY     - Date     Condition        Report By
 BP0380  HISTORY     - 1943     MONUMENTED       CGS
 BP0380  HISTORY     - 1958     GOOD             NGS
 BP0380  HISTORY     - 1977     GOOD             NGS
 BP0380  HISTORY     - 1981     GOOD             NGS
 BP0380  HISTORY     - 19961008 GOOD             USPSQD
 BP0380
 BP0380                          STATION DESCRIPTION
 BP0380
 BP0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0380'2.45 MI SE FROM ALPINE.
 BP0380'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0380'STATION AT ALPINE, THENCE ABOUT 2.05 MILES SOUTH ALONG STATE HIGHWAY
 BP0380'118.  IN THE TOP OF A LARGE ROCK OUTCROP PROJECTING ABOUT 2 1/2 FEET,
 BP0380'179 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 119 FEET
 BP0380'NORTHEAST OF THE NORTHEAST RIGHT OF WAY FENCE, 69 1/2 FEET EAST OF A
 BP0380'TELEPHONE POLE, AND 46 FEET NORTHEAST FROM THE LINE OF POLES.
 BP0380
 BP0380                          STATION RECOVERY (1977)
 BP0380
 BP0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0380'0.4 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0380'FROM THE STATION AT ALPINE, THENCE 2.0 MILES SOUTHEAST ALONG STATE
 BP0380'HIGHWAY 118, IN TOP OF LARGE OUTCROP PROJECTING 2.5 FEET, 179 FT.
 BP0380'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 119 FT. NORTHEAST
 BP0380'OF THE NORTHEAST RIGHT-OF-WAY FENCE, 69.5 FT. EAST OF A TELEPHONE
 BP0380'POLE, AND 46 FT. NORTHEAST OF A LINE OF POLES
 BP0380
 BP0380                          STATION RECOVERY (1981)
 BP0380
 BP0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0380'RECOVERED IN GOOD CONDITION.
 BP0380
 BP0380                          STATION RECOVERY (1996)
 BP0380
 BP0380'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0302 ***********************************************************************
 BA0302  DESIGNATION -  J 708
 BA0302  PID         -  BA0302
 BA0302  STATE/COUNTY-  TX/BREWSTER
 BA0302  USGS QUAD   -  DOG CANYON (1983)
 BA0302
 BA0302                         *CURRENT SURVEY CONTROL
 BA0302  ___________________________________________________________________
 BA0302* NAD 83(1986)-  29 40 57.     (N)    103 35 16.     (W)     SCALED    
 BA0302* NAVD 88     -      1107.995  (meters)    3635.15   (feet)  ADJUSTED  
 BA0302  ___________________________________________________________________
 BA0302  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 BA0302  DYNAMIC HT  -        1106.179 (meters)    3629.19  (feet)  COMP
 BA0302  MODELED GRAV-     978,966.0   (mgal)                       NAVD 88
 BA0302
 BA0302  VERT ORDER  -  SECOND    CLASS 0
 BA0302
 BA0302.The horizontal coordinates were scaled from a topographic map and have
 BA0302.an estimated accuracy of +/- 6 seconds.
 BA0302
 BA0302.The orthometric height was determined by differential leveling
 BA0302.and adjusted by the National Geodetic Survey in June 1991..
 BA0302
 BA0302.The geoid height was determined by GEOID03.
 BA0302
 BA0302.The dynamic height is computed by dividing the NAVD 88
 BA0302.geopotential number by the normal gravity value computed on the
 BA0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0302.degrees latitude (g = 980.6199 gals.).
 BA0302
 BA0302.The modeled gravity was interpolated from observed gravity values.
 BA0302
 BA0302;                    North         East    Units  Estimated Accuracy
 BA0302;SPC TXSC     - 4,213,650.      156,110.      MT  (+/- 180 meters Scaled)
 BA0302
 BA0302                          SUPERSEDED SURVEY CONTROL
 BA0302
 BA0302  NGVD 29 (??/??/92) 1107.522  (m)         3633.60   (f) ADJ UNCH    2 0
 BA0302
 BA0302.Superseded values are not recommended for survey control.
 BA0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0302.See file dsdata.txt to determine how the superseded data were derived.
 BA0302
 BA0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN366844(NAD 83)
 BA0302_MARKER: DB = BENCH MARK DISK
 BA0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0302_STAMPING: J 708 1943
 BA0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0302+STABILITY: SURFACE MOTION
 BA0302
 BA0302  HISTORY     - Date     Condition        Report By
 BA0302  HISTORY     - 1943     MONUMENTED       CGS
 BA0302  HISTORY     - 1958     GOOD             NGS
 BA0302  HISTORY     - 20010331 GOOD             NGS
 BA0302
 BA0302                          STATION DESCRIPTION
 BA0302
 BA0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0302'30.0 MI N FROM TERLINGUA.
 BA0302'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0302'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0302'THENCE ABOUT 14.6 MILES NORTH ALONG STATE HIGHWAY 118.  106 FEET EAST
 BA0302'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 133 YARDS SOUTH-SOUTHEAST AND
 BA0302'ACROSS THE HIGHWAY FROM A WOODEN GATE IN THE WEST RIGHT OF WAY FENCE,
 BA0302'15 FEET SOUTHWEST OF THE TOP AND CENTER LINE OF A DIRT LEVEE, 45 FEET
 BA0302'EAST OF THE EAST HIGHWAY RIGHT OF WAY FENCE, 1 1/2 FEET NORTH OF A
 BA0302'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0302'PROJECTING 6 INCHES.
 BA0302
 BA0302                          STATION RECOVERY (2001)
 BA0302
 BA0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0302'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0260 ***********************************************************************
 BA0260  DESIGNATION -  J 709
 BA0260  PID         -  BA0260
 BA0260  STATE/COUNTY-  TX/BREWSTER
 BA0260  USGS QUAD   -  TERLINGUA (1971)
 BA0260
 BA0260                         *CURRENT SURVEY CONTROL
 BA0260  ___________________________________________________________________
 BA0260* NAD 83(1986)-  29 21 04.     (N)    103 36 08.     (W)     SCALED    
 BA0260* NAVD 88     -       811.784  (meters)    2663.33   (feet)  ADJUSTED  
 BA0260  ___________________________________________________________________
 BA0260  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BA0260  DYNAMIC HT  -         810.470 (meters)    2659.02  (feet)  COMP
 BA0260  MODELED GRAV-     978,997.9   (mgal)                       NAVD 88
 BA0260
 BA0260  VERT ORDER  -  SECOND    CLASS 0
 BA0260
 BA0260.The horizontal coordinates were scaled from a topographic map and have
 BA0260.an estimated accuracy of +/- 6 seconds.
 BA0260
 BA0260.The orthometric height was determined by differential leveling
 BA0260.and adjusted by the National Geodetic Survey in June 1991..
 BA0260
 BA0260.The geoid height was determined by GEOID03.
 BA0260
 BA0260.The dynamic height is computed by dividing the NAVD 88
 BA0260.geopotential number by the normal gravity value computed on the
 BA0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0260.degrees latitude (g = 980.6199 gals.).
 BA0260
 BA0260.The modeled gravity was interpolated from observed gravity values.
 BA0260
 BA0260;                    North         East    Units  Estimated Accuracy
 BA0260;SPC TXSC     - 4,177,000.      153,270.      MT  (+/- 180 meters Scaled)
 BA0260
 BA0260                          SUPERSEDED SURVEY CONTROL
 BA0260
 BA0260  NGVD 29 (??/??/92)  811.341  (m)         2661.87   (f) ADJ UNCH    2 0
 BA0260
 BA0260.Superseded values are not recommended for survey control.
 BA0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0260.See file dsdata.txt to determine how the superseded data were derived.
 BA0260
 BA0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN356476(NAD 83)
 BA0260_MARKER: DB = BENCH MARK DISK
 BA0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0260_STAMPING: J 709 1943
 BA0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0260+STABILITY: SURFACE MOTION
 BA0260
 BA0260  HISTORY     - Date     Condition        Report By
 BA0260  HISTORY     - 1943     MONUMENTED       CGS
 BA0260  HISTORY     - 1958     GOOD             NGS
 BA0260  HISTORY     - 19960414 GOOD             USPSQD
 BA0260  HISTORY     - 20010331 GOOD             NGS
 BA0260
 BA0260                          STATION DESCRIPTION
 BA0260
 BA0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0260'3.6 MI N FROM TERLINGUA.
 BA0260'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0260'TERLINGUA, THENCE ABOUT 2.6 MILE NORTH ALONG A GRADED DIRT ROAD.  27
 BA0260'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.15 MILE NORTH OF A
 BA0260'WASH ACROSS THE ROAD, ABOUT 0.15 MILE SOUTH-SOUTHWEST OF A CATTLE
 BA0260'GUARD ACROSS THE ROAD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST,
 BA0260'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BA0260
 BA0260                          STATION RECOVERY (1996)
 BA0260
 BA0260'RECOVERY NOTE BY US POWER SQUADRON 1996
 BA0260'RECOVERED IN GOOD CONDITION.
 BA0260
 BA0260                          STATION RECOVERY (2001)
 BA0260
 BA0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0260'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0297 ***********************************************************************
 DP0297  DESIGNATION -  J 71
 DP0297  PID         -  DP0297
 DP0297  STATE/COUNTY-  TX/LUBBOCK
 DP0297  USGS QUAD   -  SLATON (1975)
 DP0297
 DP0297                         *CURRENT SURVEY CONTROL
 DP0297  ___________________________________________________________________
 DP0297* NAD 83(1993)-  33 28 29.05197(N)    101 41 45.68379(W)     ADJUSTED  
 DP0297* NAVD 88     -       958.516  (meters)    3144.73   (feet)  ADJUSTED  
 DP0297  ___________________________________________________________________
 DP0297  X           -  -1,079,763.093 (meters)                     COMP
 DP0297  Y           -  -5,215,801.796 (meters)                     COMP
 DP0297  Z           -   3,498,512.308 (meters)                     COMP
 DP0297  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DP0297  ELLIP HEIGHT-         933.59  (meters)          (02/16/96) GPS OBS
 DP0297  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 DP0297  DYNAMIC HT  -         957.284 (meters)    3140.69  (feet)  COMP
 DP0297  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 DP0297
 DP0297  HORZ ORDER  -  SECOND
 DP0297  VERT ORDER  -  FIRST     CLASS II
 DP0297  ELLP ORDER  -  FIFTH     CLASS I
 DP0297
 DP0297.The horizontal coordinates were established by classical geodetic methods
 DP0297.and adjusted by the National Geodetic Survey in February 1996..
 DP0297
 DP0297.The orthometric height was determined by differential leveling
 DP0297.and adjusted by the National Geodetic Survey in June 1991..
 DP0297
 DP0297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0297
 DP0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0297
 DP0297.The ellipsoidal height was determined by GPS observations
 DP0297.and is referenced to NAD 83.
 DP0297
 DP0297.The geoid height was determined by GEOID03.
 DP0297
 DP0297.The dynamic height is computed by dividing the NAVD 88
 DP0297.geopotential number by the normal gravity value computed on the
 DP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0297.degrees latitude (g = 980.6199 gals.).
 DP0297
 DP0297.The modeled gravity was interpolated from observed gravity values.
 DP0297
 DP0297;                    North         East     Units Scale Factor Converg.
 DP0297;SPC TXNC     - 2,205,017.060   303,006.732   MT  0.99989980   -1 44 35.1
 DP0297;SPC TXNC     - 7,234,293.47    994,114.59   sFT  0.99989980   -1 44 35.1
 DP0297;UTM  14      - 3,707,170.861   249,469.668   MT  1.00037389   -1 29 16.1
 DP0297
 DP0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0297!SPC TXNC     -   0.99985345  x   0.99989980  =   0.99975327
 DP0297!UTM  14      -   0.99985345  x   1.00037389  =   1.00022729
 DP0297
 DP0297                          SUPERSEDED SURVEY CONTROL
 DP0297
 DP0297  ELLIP H (12/21/93)  933.33   (m)                       GP(       ) 4 1
 DP0297  NAD 83(1986)-  33 28 29.06007(N)    101 41 45.67552(W) AD(       ) 2
 DP0297  NAD 27      -  33 28 28.74400(N)    101 41 44.09900(W) AD(       ) 2
 DP0297  NGVD 29 (??/??/92)  958.156  (m)         3143.55   (f) ADJ UNCH    1 2
 DP0297
 DP0297.Superseded values are not recommended for survey control.
 DP0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0297.See file dsdata.txt to determine how the superseded data were derived.
 DP0297
 DP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4947007171(NAD 83)
 DP0297_MARKER: DB = BENCH MARK DISK
 DP0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0297_SP_SET: CONCRETE POST
 DP0297_STAMPING: J 71 1930 3143.550
 DP0297_MARK LOGO: CGS   
 DP0297_PROJECTION: PROJECTING 30 CENTIMETERS
 DP0297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0297+STABILITY: SURFACE MOTION
 DP0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0297+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1997
 DP0297
 DP0297  HISTORY     - Date     Condition        Report By
 DP0297  HISTORY     - 1930     MONUMENTED       CGS
 DP0297  HISTORY     - 1932     GOOD             CGS
 DP0297  HISTORY     - 1934     GOOD             NGS
 DP0297  HISTORY     - 1982     GOOD             NGS
 DP0297  HISTORY     - 1988     GOOD             NGS
 DP0297  HISTORY     - 19890630 GOOD             NGS
 DP0297  HISTORY     - 19970327 GOOD             NGS
 DP0297
 DP0297                          STATION DESCRIPTION
 DP0297
 DP0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0297'ABOUT 1.2 MILES SE OF POSEY, ON PANHANDLE AND SANTA FE RAILWAY,
 DP0297'AT NW END OF LARGEST CUT BETWEEN LUBBOCK AND SLATON, 51 FEET
 DP0297'SW OF TRACK, AND 25 FEET NW OF MILEPOST 686.
 DP0297'
 DP0297'MARK IS STANDARD BENCH MARK DISK, STAMPED J 71 1930, SET IN
 DP0297'TOP OF CONCRETE POST.  STATION B.M. J71 ECCENTRIC IS 4.943
 DP0297'METERS (16.22 FEET) FROM STATION N 24 DEG 04 MIN E.
 DP0297
 DP0297                          STATION RECOVERY (1934)
 DP0297
 DP0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 DP0297'1.2 MI SE FROM POSEY.
 DP0297'1.2 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0297'POSEY, LUBBOCK COUNTY, 25 FEET NORTHWEST OF MILEPOST 686, AT THE
 DP0297'NORTHWEST END OF THE LARGEST CUT BETWEEN LUBBOCK AND SLATON, 51 FEET
 DP0297'SOUTHWEST OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DP0297'PROJECTING ABOUT 1 INCH ABOVE GROUND.
 DP0297
 DP0297                          STATION RECOVERY (1982)
 DP0297
 DP0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0297'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  18.3 KM (11.35
 DP0297'MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 DP0297'STATION IN LUBBOCK, 17.4 METERS (57.1 FT) NORTHEAST OF THE CENTERLINE
 DP0297'OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 17.1 METERS (56.1 FT)
 DP0297'WEST OF RAILROAD MILEPOST 686, 14.9 METERS (48.9 FT) SOUTHWEST OF THE
 DP0297'NEAR RAIL, 10.1 METERS (33.1 FT) SOUTHEAST OF THE MOST WESTERLY 1 OF 2
 DP0297'UTILITY POLES AND 4.0 METERS (13.1 FT) SOUTHEAST OF AN UNDERGROUND
 DP0297'CABLE WARNING SIGNPOST.
 DP0297'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0297'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0297
 DP0297                          STATION RECOVERY (1988)
 DP0297
 DP0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DP0297'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 DP0297'NORTHEAST OF SLAYTON, 19.3 KM (12.0 MI) SOUTHEAST OF LUBBOCK ON
 DP0297'HIGHWAY RIGHT-OF-WAY AND BETWEEN THE HIGHWAY AND RAILROAD TRACK.
 DP0297'THE MARK IS ALSO 13.4 KM (8.3 MI) SOUTHEAST ON US HIGHWAY 84
 DP0297'FROM THE JUNCTION OF US HIGHWAY 84 AND LOOP 289 ON SOUTHEAST SIDE
 DP0297'OF LUBBOCK.
 DP0297'OWNERSHIP--TEXAS DEPARTMENT OF HIGHWAYS, PO BOX 2708, AMARILLO TX
 DP0297'79105, PHONE 806-355-5671.
 DP0297'
 DP0297'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 84 AND FARM
 DP0297'ROAD 41 ON THE WEST SIDE OF SLAYTON, GO NORTH ON US HIGHWAY 84 FOR
 DP0297'2.7 KM (1.65 MI) TO AN OVERPASS.  CONTINUE NORTHWEST ON US HIGHWAY
 DP0297'84 FOR 3.3 KM (2.05 MI) TO THE STATION ON THE RIGHT AT RAILROAD
 DP0297'MILEPOST 686.
 DP0297'
 DP0297'THE STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED---J 71
 DP0297'1930---, SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST PROJECTING
 DP0297'30 CM.  LOCATED 17.5 METERS (57.4 FT) NORTHEAST OF THE CENTER OF
 DP0297'THE NORTHBOUND LANES OF US HIGHWAY 84, 17.2 METERS (56.4 FT) WEST
 DP0297'OF RAILROAD MILEPOST 686, 14.9 METERS (48.9 FT) SOUTHWEST OF
 DP0297'SOUTHWEST RAIL OF TRACKS, 10.0 METERS (32.8 FT) SOUTHEAST OF
 DP0297'UTILITY POLE 4, 3.9 METERS (12.8 FT) SOUTHEAST OF CABLE ROUTE POST
 DP0297'AND 0.4 METER (1.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 DP0297'
 DP0297'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DP0297'
 DP0297'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DP0297'
 DP0297'DESCRIBED BY D.A. BOWLING.
 DP0297
 DP0297                          STATION RECOVERY (1989)
 DP0297
 DP0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0297'RECOVERED IN GOOD CONDITION.
 DP0297
 DP0297                          STATION RECOVERY (1997)
 DP0297
 DP0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0297'8.5 KM (5.30 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION OF
 DP0297'FARM ROAD 400 IN SLAYTON, 17.5 M (57.4 FT) NORTHEAST OF THE CENTERLINE
 DP0297'OF THE WESTBOUND LANES OF THE HIGHWAY, 17.2 M (56.4 FT) WEST OF
 DP0297'RAILROAD MILEPOST 686, 14.9 M (48.9 FT) SOUTHWEST OF THE NEAR RAIL OF
 DP0297'THE SANTA FE RAILROAD, 10.0 M (32.8 FT) SOUTHEAST OF A UTILITY POLE,
 DP0297'0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 DP0297'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE
 DP0297'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0639 ***********************************************************************
 DP0639  DESIGNATION -  J 71 ECC
 DP0639  PID         -  DP0639
 DP0639  STATE/COUNTY-  TX/LUBBOCK
 DP0639  USGS QUAD   -  SLATON (1975)
 DP0639
 DP0639                         *CURRENT SURVEY CONTROL
 DP0639  ___________________________________________________________________
 DP0639* NAD 83(1993)-  33 28 29.19845(N)    101 41 45.60570(W)     ADJUSTED  
 DP0639* NAVD 88     -       958.2    (meters)    3144.     (feet)  VERTCON   
 DP0639  ___________________________________________________________________
 DP0639  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DP0639  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 DP0639
 DP0639  HORZ ORDER  -  FIRST
 DP0639
 DP0639.The horizontal coordinates were established by classical geodetic methods
 DP0639.and adjusted by the National Geodetic Survey in February 1996..
 DP0639
 DP0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0639
 DP0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0639
 DP0639.The geoid height was determined by GEOID03.
 DP0639
 DP0639;                    North         East     Units Scale Factor Converg.
 DP0639;SPC TXNC     - 2,205,021.509   303,008.884   MT  0.99989981   -1 44 35.1
 DP0639;SPC TXNC     - 7,234,308.07    994,121.65   sFT  0.99989981   -1 44 35.1
 DP0639;UTM  14      - 3,707,175.322   249,471.802   MT  1.00037387   -1 29 16.1
 DP0639
 DP0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0639!SPC TXNC     -   0.99985351  x   0.99989981  =   0.99975334
 DP0639!UTM  14      -   0.99985351  x   1.00037387  =   1.00022733
 DP0639
 DP0639:                Primary Azimuth Mark                     Grid Az
 DP0639:SPC TXNC     -  IDALOU MUNICIPAL TANK                    005 51 15.0
 DP0639:UTM  14      -  IDALOU MUNICIPAL TANK                    005 35 56.0
 DP0639
 DP0639|---------------------------------------------------------------------|
 DP0639| PID    Reference Object                     Distance      Geod. Az  |
 DP0639|                                                           dddmmss.s |
 DP0639| DP0669 IDALOU MUNICIPAL TANK               APPROX.21.2 KM 0040639.9 |
 DP0639| DP0636 SLATON COTTON COMPRESS TANK         APPROX. 5.7 KM 1243006.9 |
 DP0639| DP0638 SLATON MUNICIPAL TANK               APPROX. 6.2 KM 1284232.5 |
 DP0639| DP0635 SLATON SCHSE BRICK CHIMNEY          APPROX. 7.0 KM 1360717.3 |
 DP0639| CJ6619 J 71 ECC RM 1                        45.964 METERS 18622     |
 DP0639| DP0297 J 71                                  4.943 METERS 20404     |
 DP0639| DP0637 POSEY BLACK CHIMNEY ON FACTORY      APPROX. 1.4 KM 3020426.7 |
 DP0639| AI5628 J 71 ECC RM 2                                      3032447.7 |
 DP0639| DP0674 LUBBOCK MUNICIPAL STANDPIPE         APPROX.19.3 KM 3061608.6 |
 DP0639| DP0676 HOTEL LUBBOCK SILVER TANK           APPROX.18.7 KM 3105127.1 |
 DP0639| DP0672 SOUTHEAST LUBBOCK MUNICIPAL TK      APPROX.17.3 KM 3122054.1 |
 DP0639|---------------------------------------------------------------------|
 DP0639
 DP0639                          SUPERSEDED SURVEY CONTROL
 DP0639
 DP0639  NAD 83(1986)-  33 28 29.20656(N)    101 41 45.59743(W) AD(       ) 1
 DP0639  NAD 27      -  33 28 28.89000(N)    101 41 44.02100(W) AD(       ) 1
 DP0639  NGVD 29 (07/19/86)  957.8    (m)         3142.     (f) VERT ANG       
 DP0639
 DP0639.Superseded values are not recommended for survey control.
 DP0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0639.See file dsdata.txt to determine how the superseded data were derived.
 DP0639
 DP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC4947207175(NAD 83)
 DP0639_MARKER: DS = TRIANGULATION STATION DISK
 DP0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0639
 DP0639  HISTORY     - Date     Condition        Report By
 DP0639  HISTORY     - 1932     MONUMENTED       CGS
 DP0639  HISTORY     - 1937     GOOD             TSI
 DP0639  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0639
 DP0639                          STATION DESCRIPTION
 DP0639
 DP0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 DP0639'B.M. J 71 ESTABLISHED IN 1930 WAS DESCRIBED AS BEING 1.2 MILES
 DP0639'SOUTHEAST OF POSEY, ON THE PANHANDLE AND SANTA FE RAILWAY, AT
 DP0639'THE NORTHWEST END OF THE LARGEST CUT BETWEEN LUBBOCK AND SLATON,
 DP0639'51 FEET SOUTHWEST OF THE TRACK, AND 25 FEET NORTHWEST OF
 DP0639'MILEPOST 686.  IT WAS MARKED BY A STANDARD DISK STAMPED J 71,
 DP0639'1930, SET IN TOP OF A CONCRETE POST.  IN 1932 IT WAS FURTHER
 DP0639'DESCRIBED AS BEING 1-1/2 FEET OUTSIDE THE RAILWAY SOUTH
 DP0639'RIGHT-OF-WAY FENCE, 65 PACES NORTHWEST OF A JOG IN THE SOUTH
 DP0639'RIGHT-OF-WAY FENCE, AND 49.5 FEET WEST BY SOUTH OF MILEPOST
 DP0639'686, A VERTICAL SECTION OF RAIL SET SOUTH OF TRACK AND NUMBERED
 DP0639'686.  B.M. J 71 IS 4.943 METERS (16.22 FEET) FROM THE
 DP0639'TRIANGULATION STATION (B.M. J 71 ECC.), S 24 DEG 04 MIN W.
 DP0639'THE TRIANGULATION STATION IS 15 FEET NORTHEAST OF
 DP0639'THE RAILWAY RIGHT-OF-WAY FENCE, 65 PACES NORTHWEST OF JOG IN
 DP0639'SOUTH RIGHT-OF-WAY FENCE, 36 FEET SOUTHWEST OF
 DP0639'SOUTHWEST RAIL, AND 39 FEET WEST BY SOUTH OF MILEPOST 686.  TO
 DP0639'REACH STATION FROM POSEY GO SOUTHEAST ON HIGHWAY NO. 7
 DP0639'TOWARDS SLATON 1 MILE FROM THE POSEY SCHOOLHOUSE.  TO
 DP0639'REACH STATION FROM STATION HOLT GO WEST 0.5 MILE TO SECTION
 DP0639'LINE ROAD TURNING SOUTH, THEN SOUTH ON THIS ROAD 4.0
 DP0639'MILES, THEN EAST 1.3 MILES, SOUTH 4.0 MILES, EAST 1 MILE,
 DP0639'THEN TURN SOUTH AND FOLLOW WINDING ROAD THROUGH CANYON FOR
 DP0639'3.5 MILES TO T-INTERSECTION ON SOUTH SIDE OF CANYON.  HERE
 DP0639'TURN WEST AND GO 0.4 MILE, THEN SOUTH 2.0 MILES TO STATE
 DP0639'HIGHWAY NO. 7.  TURN NORTHWEST INTO HIGHWAY AND GO 1.5
 DP0639'MILES TO STATION.  SURFACE AND UNDERGROUND MARKS ARE
 DP0639'STANDARD DISK STATION MARKS IN CONCRETE.
 DP0639'SURFACE MARK IS 1 FOOT LOWER IN ELEVATION THAN BENCH MARK, AND
 DP0639'PROJECTS 1 INCH ABOVE GROUND.  REFERENCE MARKS ARE STANDARD
 DP0639'REFERENCE DISKS IN CONCRETE.  NO. 1 PROJECTS 4
 DP0639'INCHES ABOVE GROUND, IS 135.7 FEET SOUTH BY EAST OF THE BENCH
 DP0639'MARK, 60 FEET SOUTHWEST OF CENTER OF PAVEMENT, 1 FOOT EAST
 DP0639'OF CONCRETE POST MARKING HIGHWAY RIGHT-OF-WAY STATION
 DP0639'602+45, AND 150.8 FEET FROM STATION, S 6 DEG 22 MIN W.
 DP0639'NO. 2 PROJECTS 2 INCHES ABOVE GROUND, IS 22.5 FEET EAST OF
 DP0639'FENCE CORNER, 32.1 FEET SOUTHWEST OF SOUTHWEST RAIL, 50.5 FEET
 DP0639'NORTH OF CENTER OF ROAD, AND 0.2 MILE FROM STATION,
 DP0639'N 56 DEG 35 MIN W.  OTHER BEARINGS FROM THE STATION
 DP0639'ARE--POSEY, BLACK CHIMNEY ON FACTORY, N 57 DEG 55 MIN W.
 DP0639'IDALOU, MUNICIPAL WATER TANK, FINIAL, N 14 DEG 07 MIN E.
 DP0639'SLATON MUNICIPAL WATER TANK, FINIAL S 51 DEG 18 MIN E.
 DP0639
 DP0639                          STATION RECOVERY (1937)
 DP0639
 DP0639'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 DP0639'DESCRIPTION SATISFACTORY.  TOWER STILL STANDING.
 DP0639
 DP0639                          STATION RECOVERY (1982)
 DP0639
 DP0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DP0639'THE STATION, REFERENCE MARK NO 1, AND NO 2 WERE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0318 ***********************************************************************
 CB0318  DESIGNATION -  J 710
 CB0318  PID         -  CB0318
 CB0318  STATE/COUNTY-  TX/STERLING
 CB0318  USGS QUAD   -  GLASS RANCH (1978)
 CB0318
 CB0318                         *CURRENT SURVEY CONTROL
 CB0318  ___________________________________________________________________
 CB0318* NAD 83(1986)-  31 49 23.     (N)    101 11 37.     (W)     SCALED    
 CB0318* NAVD 88     -       741.766  (meters)    2433.61   (feet)  ADJUSTED  
 CB0318  ___________________________________________________________________
 CB0318  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CB0318  DYNAMIC HT  -         740.744 (meters)    2430.26  (feet)  COMP
 CB0318  MODELED GRAV-     979,236.6   (mgal)                       NAVD 88
 CB0318
 CB0318  VERT ORDER  -  SECOND    CLASS 0
 CB0318
 CB0318.The horizontal coordinates were scaled from a topographic map and have
 CB0318.an estimated accuracy of +/- 6 seconds.
 CB0318
 CB0318.The orthometric height was determined by differential leveling
 CB0318.and adjusted by the National Geodetic Survey in June 1991..
 CB0318
 CB0318.The geoid height was determined by GEOID03.
 CB0318
 CB0318.The dynamic height is computed by dividing the NAVD 88
 CB0318.geopotential number by the normal gravity value computed on the
 CB0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0318.degrees latitude (g = 980.6199 gals.).
 CB0318
 CB0318.The modeled gravity was interpolated from observed gravity values.
 CB0318
 CB0318;                    North         East    Units  Estimated Accuracy
 CB0318;SPC TX C     - 3,239,370.      618,560.      MT  (+/- 180 meters Scaled)
 CB0318
 CB0318                          SUPERSEDED SURVEY CONTROL
 CB0318
 CB0318  NGVD 29 (??/??/92)  741.522  (m)         2432.81   (f) ADJ UNCH    2 0
 CB0318
 CB0318.Superseded values are not recommended for survey control.
 CB0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0318.See file dsdata.txt to determine how the superseded data were derived.
 CB0318
 CB0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA923229(NAD 83)
 CB0318_MARKER: DB = BENCH MARK DISK
 CB0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0318_STAMPING: J 710 1942
 CB0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0318+STABILITY: SURFACE MOTION
 CB0318
 CB0318  HISTORY     - Date     Condition        Report By
 CB0318  HISTORY     - 1942     MONUMENTED       CGS
 CB0318  HISTORY     - 1962     MARK NOT FOUND   USGS
 CB0318  HISTORY     - 1973     MARK NOT FOUND   TXHD
 CB0318
 CB0318                          STATION DESCRIPTION
 CB0318
 CB0318'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0318'13.8 MI NW FROM STERLING CITY.
 CB0318'3.3 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM STERLING CITY,
 CB0318'STERLING COUNTY, 10.5 MILES WEST ALONG THE GARDEN CITY HIGHWAY.  0.2
 CB0318'MILE NORTHEAST OF A PRIVATE ROAD LEADING NORTHWEST THROUGH A RED
 CB0318'WOODEN GATE, NEAR A BRIDGE ACROSS A DRAW, 237 FEET WEST-SOUTHWEST OF
 CB0318'THE CENTERLINE OF THE HIGHWAY AT THE MIDDLE OF THE BRIDGE, 59 FEET
 CB0318'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET HIGHER THAN THE
 CB0318'HIGHWAY.  AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 CB0318'ABOVE GROUND.
 CB0318
 CB0318                          STATION RECOVERY (1973)
 CB0318
 CB0318'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0450 ***********************************************************************
 CB0450  DESIGNATION -  J 711
 CB0450  PID         -  CB0450
 CB0450  STATE/COUNTY-  TX/GLASSCOCK
 CB0450  USGS QUAD   -  DEWEY LAKE SE (1965)
 CB0450
 CB0450                         *CURRENT SURVEY CONTROL
 CB0450  ___________________________________________________________________
 CB0450* NAD 83(1986)-  31 51 48.     (N)    101 35 56.     (W)     SCALED    
 CB0450* NAVD 88     -       829.904  (meters)    2722.78   (feet)  ADJUSTED  
 CB0450  ___________________________________________________________________
 CB0450  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CB0450  DYNAMIC HT  -         828.755 (meters)    2719.01  (feet)  COMP
 CB0450  MODELED GRAV-     979,226.8   (mgal)                       NAVD 88
 CB0450
 CB0450  VERT ORDER  -  SECOND    CLASS 0
 CB0450
 CB0450.The horizontal coordinates were scaled from a topographic map and have
 CB0450.an estimated accuracy of +/- 6 seconds.
 CB0450
 CB0450.The orthometric height was determined by differential leveling
 CB0450.and adjusted by the National Geodetic Survey in June 1991..
 CB0450
 CB0450.The geoid height was determined by GEOID03.
 CB0450
 CB0450.The dynamic height is computed by dividing the NAVD 88
 CB0450.geopotential number by the normal gravity value computed on the
 CB0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0450.degrees latitude (g = 980.6199 gals.).
 CB0450
 CB0450.The modeled gravity was interpolated from observed gravity values.
 CB0450
 CB0450;                    North         East    Units  Estimated Accuracy
 CB0450;SPC TX C     - 3,244,200.      580,240.      MT  (+/- 180 meters Scaled)
 CB0450
 CB0450                          SUPERSEDED SURVEY CONTROL
 CB0450
 CB0450  NGVD 29 (??/??/92)  829.610  (m)         2721.81   (f) ADJ UNCH    2 0
 CB0450
 CB0450.Superseded values are not recommended for survey control.
 CB0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0450.See file dsdata.txt to determine how the superseded data were derived.
 CB0450
 CB0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA541282(NAD 83)
 CB0450_MARKER: DB = BENCH MARK DISK
 CB0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0450_STAMPING: J 711 1942
 CB0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0450+STABILITY: SURFACE MOTION
 CB0450
 CB0450  HISTORY     - Date     Condition        Report By
 CB0450  HISTORY     - 1942     MONUMENTED       CGS
 CB0450
 CB0450                          STATION DESCRIPTION
 CB0450
 CB0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0450'7.2 MI W FROM GARDEN CITY.
 CB0450'7.2 MILES WEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT GARDEN
 CB0450'CITY, GLASSCOCK COUNTY, AT THE INTERSECTION OF A PRIVATE
 CB0450'NORTH-AND-SOUTH LANE, 59 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CB0450'23 FEET WEST OF THE CENTERLINE OF THE LANE, JUST WEST OF A GATE
 CB0450'PAINTED WILL HANSON RANCH, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 CB0450'POST.  AND SET IN THE TOP OF A CONCRETE POST PROJECTONG 8 INCHES ABOVE
 CB0450'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0378 ***********************************************************************
 CB0378  DESIGNATION -  J 713
 CB0378  PID         -  CB0378
 CB0378  STATE/COUNTY-  TX/REAGAN
 CB0378  USGS QUAD   -  DIVIDE DRAW (1970)
 CB0378
 CB0378                         *CURRENT SURVEY CONTROL
 CB0378  ___________________________________________________________________
 CB0378* NAD 83(1986)-  31 18 11.     (N)    101 30 00.     (W)     SCALED    
 CB0378* NAVD 88     -       792.596  (meters)    2600.38   (feet)  ADJUSTED  
 CB0378  ___________________________________________________________________
 CB0378  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CB0378  DYNAMIC HT  -         791.453 (meters)    2596.63  (feet)  COMP
 CB0378  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 CB0378
 CB0378  VERT ORDER  -  SECOND    CLASS 0
 CB0378
 CB0378.The horizontal coordinates were scaled from a topographic map and have
 CB0378.an estimated accuracy of +/- 6 seconds.
 CB0378
 CB0378.The orthometric height was determined by differential leveling
 CB0378.and adjusted by the National Geodetic Survey in June 1991..
 CB0378
 CB0378.The geoid height was determined by GEOID03.
 CB0378
 CB0378.The dynamic height is computed by dividing the NAVD 88
 CB0378.geopotential number by the normal gravity value computed on the
 CB0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0378.degrees latitude (g = 980.6199 gals.).
 CB0378
 CB0378.The modeled gravity was interpolated from observed gravity values.
 CB0378
 CB0378;                    North         East    Units  Estimated Accuracy
 CB0378;SPC TX C     - 3,181,990.      588,950.      MT  (+/- 180 meters Scaled)
 CB0378
 CB0378                          SUPERSEDED SURVEY CONTROL
 CB0378
 CB0378  NGVD 29 (??/??/92)  792.26   (m)         2599.3    (f) COMPUTED    2 0
 CB0378
 CB0378.Superseded values are not recommended for survey control.
 CB0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0378.See file dsdata.txt to determine how the superseded data were derived.
 CB0378
 CB0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV620658(NAD 83)
 CB0378_MARKER: DB = BENCH MARK DISK
 CB0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0378_STAMPING: J 713 1942
 CB0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0378+STABILITY: SURFACE MOTION
 CB0378
 CB0378  HISTORY     - Date     Condition        Report By
 CB0378  HISTORY     - 1942     MONUMENTED       CGS
 CB0378
 CB0378                          STATION DESCRIPTION
 CB0378
 CB0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0378'9.5 MI N FROM BIG LAKE.
 CB0378'ABOUT 9.5 MILES NORTH ALONG THE GARDEN CITY ROAD FROM THE RAILROAD
 CB0378'STATION AT BIG LAKE, ON THE EAST SIDE OF THE ROAD, 0.3 MILE NORTH OF A
 CB0378'DRAW, ON THE SOUTH SIDE OF A SLOPE, 30 FEET EAST OF THE CENTER LINE OF
 CB0378'THE ROAD, 1 1/2 FEET NORTH OF A WHITE REFERENCE POST, A BENCH MARK
 CB0378'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0379 ***********************************************************************
 CB0379  DESIGNATION -  J 713 RESET 1947
 CB0379  PID         -  CB0379
 CB0379  STATE/COUNTY-  TX/REAGAN
 CB0379  USGS QUAD   -  DIVIDE DRAW (1970)
 CB0379
 CB0379                         *CURRENT SURVEY CONTROL
 CB0379  ___________________________________________________________________
 CB0379* NAD 83(1986)-  31 18 11.     (N)    101 30 00.     (W)     SCALED    
 CB0379* NAVD 88     -       792.60   (meters)    2600.4    (feet)  RESET     
 CB0379  ___________________________________________________________________
 CB0379  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CB0379
 CB0379  VERT ORDER  -  THIRD
 CB0379
 CB0379.The horizontal coordinates were scaled from a topographic map and have
 CB0379.an estimated accuracy of +/- 6 seconds.
 CB0379
 CB0379.The orthometric height was computed from unverified reset data.
 CB0379
 CB0379.The geoid height was determined by GEOID03.
 CB0379
 CB0379;                    North         East    Units  Estimated Accuracy
 CB0379;SPC TX C     - 3,181,990.      588,950.      MT  (+/- 180 meters Scaled)
 CB0379
 CB0379                          SUPERSEDED SURVEY CONTROL
 CB0379
 CB0379.No superseded survey control is available for this station.
 CB0379
 CB0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV620658(NAD 83)
 CB0379_MARKER: DB = BENCH MARK DISK
 CB0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0379_STAMPING: J 713 RESET 1947
 CB0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0379+STABILITY: SURFACE MOTION
 CB0379
 CB0379  HISTORY     - Date     Condition        Report By
 CB0379  HISTORY     - 1947     MONUMENTED       CGS
 CB0379  HISTORY     - 1970     GOOD             USGS
 CB0379
 CB0379                          STATION DESCRIPTION
 CB0379
 CB0379'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0379'8.3 MI N FROM BIG LAKE.
 CB0379'8.3 MILES NORTH ALONG STATE HIGHWAY 137 FROM THE INTERSECTION OF USS
 CB0379'HIGHWAY 67 AND STATE HIGHWAY 137 IN BIG LAKE, REAGAN CO., 0.3 MILE
 CB0379'NORTH OF A FLAT DRAW CROSSING THE ROAD, 49 FEET EAST OF THE CENTER
 CB0379'LINE OF THE ROAD, 2 FEET FROM A WHITE WOODEN WITNESS POST, AND 1 FOOT
 CB0379'WEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, SET IN THE TOP OF A
 CB0379'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0486 ***********************************************************************
 CB0486  DESIGNATION -  J 714
 CB0486  PID         -  CB0486
 CB0486  STATE/COUNTY-  TX/REAGAN
 CB0486  USGS QUAD   -  SAINT LAWRENCE SE (1973)
 CB0486
 CB0486                         *CURRENT SURVEY CONTROL
 CB0486  ___________________________________________________________________
 CB0486* NAD 83(1986)-  31 35 01.     (N)    101 31 27.     (W)     SCALED    
 CB0486* NAVD 88     -       818.117  (meters)    2684.11   (feet)  ADJUSTED  
 CB0486  ___________________________________________________________________
 CB0486  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CB0486  DYNAMIC HT  -         816.965 (meters)    2680.33  (feet)  COMP
 CB0486  MODELED GRAV-     979,204.6   (mgal)                       NAVD 88
 CB0486
 CB0486  VERT ORDER  -  SECOND    CLASS 0
 CB0486
 CB0486.The horizontal coordinates were scaled from a topographic map and have
 CB0486.an estimated accuracy of +/- 6 seconds.
 CB0486
 CB0486.The orthometric height was determined by differential leveling
 CB0486.and adjusted by the National Geodetic Survey in June 1991..
 CB0486
 CB0486.The geoid height was determined by GEOID03.
 CB0486
 CB0486.The dynamic height is computed by dividing the NAVD 88
 CB0486.geopotential number by the normal gravity value computed on the
 CB0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0486.degrees latitude (g = 980.6199 gals.).
 CB0486
 CB0486.The modeled gravity was interpolated from observed gravity values.
 CB0486
 CB0486;                    North         East    Units  Estimated Accuracy
 CB0486;SPC TX C     - 3,213,110.      586,980.      MT  (+/- 180 meters Scaled)
 CB0486
 CB0486                          SUPERSEDED SURVEY CONTROL
 CB0486
 CB0486  NGVD 29 (??/??/92)  817.813  (m)         2683.11   (f) ADJ UNCH    2 0
 CB0486
 CB0486.Superseded values are not recommended for survey control.
 CB0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0486.See file dsdata.txt to determine how the superseded data were derived.
 CB0486
 CB0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV604970(NAD 83)
 CB0486_MARKER: DB = BENCH MARK DISK
 CB0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0486_STAMPING: J 714 1942
 CB0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0486+STABILITY: SURFACE MOTION
 CB0486
 CB0486  HISTORY     - Date     Condition        Report By
 CB0486  HISTORY     - 1942     MONUMENTED       CGS
 CB0486  HISTORY     - 1973     MARK NOT FOUND   USGS
 CB0486
 CB0486                          STATION DESCRIPTION
 CB0486
 CB0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0486'17.9 MI N FROM STILES.
 CB0486'17.9 MILES NORTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0486'FROM THE OLD COUNTY COURTHOUSE AT STILES, REAGAN COUNTY, AT THE
 CB0486'T-JUNCTION OF DIRT ROADS LEADING TO STILES, GARDEN CITY, AND STERLING
 CB0486'CITY, IN THE CENTER OF THE WEST ROAD FORK, 84 FEET NORTHWEST OF AND
 CB0486'ACROSS THE EAST-AND-WEST ROAD FROM AN IRON PIPE DIRVEN INTO THE
 CB0486'GROUND, 48 FEET SOUTHEAST OF THE CENTERLINE OF THE WEST FORK OF THE
 CB0486'ROAD, 42.9 FEET NORTHEAST OF POLE CB-1B, AND 1-1/2 FEET NORTHEAST OF A
 CB0486'WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 CB0486'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- ROAD CONSTR. IN AREA.
 CB0486
 CB0486                          STATION RECOVERY (1973)
 CB0486
 CB0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CB0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0265 ***********************************************************************
 CD0265  DESIGNATION -  J 715
 CD0265  PID         -  CD0265
 CD0265  STATE/COUNTY-  TX/CULBERSON
 CD0265  USGS QUAD   -  SEVEN HEART GAP NW (1973)
 CD0265
 CD0265                         *CURRENT SURVEY CONTROL
 CD0265  ___________________________________________________________________
 CD0265* NAD 83(1986)-  31 24 31.     (N)    104 39 45.     (W)     SCALED    
 CD0265* NAVD 88     -      1262.262  (meters)    4141.27   (feet)  ADJUSTED  
 CD0265  ___________________________________________________________________
 CD0265  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CD0265  DYNAMIC HT  -        1260.327 (meters)    4134.92  (feet)  COMP
 CD0265  MODELED GRAV-     979,063.2   (mgal)                       NAVD 88
 CD0265
 CD0265  VERT ORDER  -  SECOND    CLASS 0
 CD0265
 CD0265.The horizontal coordinates were scaled from a topographic map and have
 CD0265.an estimated accuracy of +/- 6 seconds.
 CD0265
 CD0265.The orthometric height was determined by differential leveling
 CD0265.and adjusted by the National Geodetic Survey in June 1991..
 CD0265
 CD0265.The geoid height was determined by GEOID03.
 CD0265
 CD0265.The dynamic height is computed by dividing the NAVD 88
 CD0265.geopotential number by the normal gravity value computed on the
 CD0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0265.degrees latitude (g = 980.6199 gals.).
 CD0265
 CD0265.The modeled gravity was interpolated from observed gravity values.
 CD0265
 CD0265;                    North         East    Units  Estimated Accuracy
 CD0265;SPC TX C     - 3,201,110.      288,460.      MT  (+/- 180 meters Scaled)
 CD0265
 CD0265                          SUPERSEDED SURVEY CONTROL
 CD0265
 CD0265  NGVD 29 (??/??/92) 1261.773  (m)         4139.67   (f) ADJ UNCH    2 0
 CD0265
 CD0265.Superseded values are not recommended for survey control.
 CD0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0265.See file dsdata.txt to determine how the superseded data were derived.
 CD0265
 CD0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ320749(NAD 83)
 CD0265_MARKER: DB = BENCH MARK DISK
 CD0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0265_STAMPING: J 715 1942
 CD0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0265+STABILITY: SURFACE MOTION
 CD0265
 CD0265  HISTORY     - Date     Condition        Report By
 CD0265  HISTORY     - 1942     MONUMENTED       CGS
 CD0265  HISTORY     - 1958     GOOD             NGS
 CD0265
 CD0265                          STATION DESCRIPTION
 CD0265
 CD0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0265'43.8 MI N FROM VAN HORN.
 CD0265'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0265'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0265'HIGHWAY 54, THENCE ABOUT 12.4 MILES EAST ALONG A DIRT ROAD.  22 FEET
 CD0265'SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE EAST OF FOUR
 CD0265'STEEL WINDMILLS AND WATER SUPPLY TANKS, 51 FEET NORTH OF A PIPE LINE
 CD0265'LEADING EAST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CD0265'FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0265'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0164 ***********************************************************************
 CD0164  DESIGNATION -  J 716
 CD0164  PID         -  CD0164
 CD0164  STATE/COUNTY-  TX/CULBERSON
 CD0164  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0164
 CD0164                         *CURRENT SURVEY CONTROL
 CD0164  ___________________________________________________________________
 CD0164* NAD 83(1986)-  31 26 30.     (N)    104 26 50.     (W)     SCALED    
 CD0164* NAVD 88     -      1271.897  (meters)    4172.88   (feet)  ADJUSTED  
 CD0164  ___________________________________________________________________
 CD0164  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CD0164  DYNAMIC HT  -        1269.934 (meters)    4166.44  (feet)  COMP
 CD0164  MODELED GRAV-     979,052.5   (mgal)                       NAVD 88
 CD0164
 CD0164  VERT ORDER  -  SECOND    CLASS 0
 CD0164
 CD0164.The horizontal coordinates were scaled from a topographic map and have
 CD0164.an estimated accuracy of +/- 6 seconds.
 CD0164
 CD0164.The orthometric height was determined by differential leveling
 CD0164.and adjusted by the National Geodetic Survey in June 1991..
 CD0164
 CD0164.The geoid height was determined by GEOID03.
 CD0164
 CD0164.The dynamic height is computed by dividing the NAVD 88
 CD0164.geopotential number by the normal gravity value computed on the
 CD0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0164.degrees latitude (g = 980.6199 gals.).
 CD0164
 CD0164.The modeled gravity was interpolated from observed gravity values.
 CD0164
 CD0164;                    North         East    Units  Estimated Accuracy
 CD0164;SPC TX C     - 3,204,000.      309,050.      MT  (+/- 180 meters Scaled)
 CD0164
 CD0164                          SUPERSEDED SURVEY CONTROL
 CD0164
 CD0164  NGVD 29 (??/??/92) 1271.387  (m)         4171.21   (f) ADJ UNCH    2 0
 CD0164
 CD0164.Superseded values are not recommended for survey control.
 CD0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0164.See file dsdata.txt to determine how the superseded data were derived.
 CD0164
 CD0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ525786(NAD 83)
 CD0164_MARKER: DB = BENCH MARK DISK
 CD0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0164_STAMPING: J-716 1942
 CD0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0164+STABILITY: SURFACE MOTION
 CD0164
 CD0164  HISTORY     - Date     Condition        Report By
 CD0164  HISTORY     - 1942     MONUMENTED       CGS
 CD0164  HISTORY     - 1973     GOOD             USGS
 CD0164
 CD0164                          STATION DESCRIPTION
 CD0164
 CD0164'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0164'44 MI NE FROM VAN HORN.
 CD0164'VAN HORN, AT JUNCTION OF STATE HWY. 54 AND FARM ROAD 2185, THENCE
 CD0164'GENERALLY EAST ALONG FARM ROAD 2185 FOR 42.4 MILES TO END OF PAVEMENT
 CD0164'AT A Y-ROAD FORK, THENCE 1.6 MILES NORTH ALONG RIGHT FORK.  ABOUT 1.6
 CD0164'MILES SOUTH OF THE JUNCTION OF A ROAD LEADING TO TOYAH.  7 FT. WEST OF
 CD0164'THE WEST END OF A CATTLEGUARD.  1 FT. SOUTH OF A FENCE.  IN A CONCRETE
 CD0164'POST PROJECTING 4 INCHES.  STANDARD TABLET STAMPED J-716, 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0380 ***********************************************************************
 CD0380  DESIGNATION -  J 717
 CD0380  PID         -  CD0380
 CD0380  STATE/COUNTY-  TX/CULBERSON
 CD0380  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0380
 CD0380                         *CURRENT SURVEY CONTROL
 CD0380  ___________________________________________________________________
 CD0380* NAD 83(1986)-  31 42 05.     (N)    104 34 07.     (W)     SCALED    
 CD0380* NAVD 88     -      1337.874  (meters)    4389.34   (feet)  ADJUSTED  
 CD0380  ___________________________________________________________________
 CD0380  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CD0380  DYNAMIC HT  -        1335.783 (meters)    4382.48  (feet)  COMP
 CD0380  MODELED GRAV-     979,030.9   (mgal)                       NAVD 88
 CD0380
 CD0380  VERT ORDER  -  SECOND    CLASS 0
 CD0380
 CD0380.The horizontal coordinates were scaled from a topographic map and have
 CD0380.an estimated accuracy of +/- 6 seconds.
 CD0380
 CD0380.The orthometric height was determined by differential leveling
 CD0380.and adjusted by the National Geodetic Survey in June 1991..
 CD0380
 CD0380.The geoid height was determined by GEOID03.
 CD0380
 CD0380.The dynamic height is computed by dividing the NAVD 88
 CD0380.geopotential number by the normal gravity value computed on the
 CD0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0380.degrees latitude (g = 980.6199 gals.).
 CD0380
 CD0380.The modeled gravity was interpolated from observed gravity values.
 CD0380
 CD0380;                    North         East    Units  Estimated Accuracy
 CD0380;SPC TX C     - 3,233,210.      298,620.      MT  (+/- 180 meters Scaled)
 CD0380
 CD0380                          SUPERSEDED SURVEY CONTROL
 CD0380
 CD0380  NGVD 29 (??/??/92) 1337.306  (m)         4387.48   (f) ADJ UNCH    2 0
 CD0380
 CD0380.Superseded values are not recommended for survey control.
 CD0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0380.See file dsdata.txt to determine how the superseded data were derived.
 CD0380
 CD0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER408074(NAD 83)
 CD0380_MARKER: DB = BENCH MARK DISK
 CD0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0380_STAMPING: J 717 1942
 CD0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0380+STABILITY: SURFACE MOTION
 CD0380
 CD0380  HISTORY     - Date     Condition        Report By
 CD0380  HISTORY     - 1942     MONUMENTED       CGS
 CD0380  HISTORY     - 1958     GOOD             NGS
 CD0380
 CD0380                          STATION DESCRIPTION
 CD0380
 CD0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0380'44.7 MI SE FROM PINE SPRINGS.
 CD0380'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0380'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0380'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 15.6 MILES SOUTH ALONG
 CD0380'A GRADED DIRT ROAD.  25 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 CD0380'ROAD, ABOUT 0.35 MILE NORTH-NORTHEAST OF A CATTLE GUARD, ABOUT 0.7
 CD0380'MILE NORTHEAST OF THE NORTHEAST POINT OF THE TRIANGLE JUNCTION OF THE
 CD0380'ROADS, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 CD0380'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0360 ***********************************************************************
 CD0360  DESIGNATION -  J 718
 CD0360  PID         -  CD0360
 CD0360  STATE/COUNTY-  TX/CULBERSON
 CD0360  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0360
 CD0360                         *CURRENT SURVEY CONTROL
 CD0360  ___________________________________________________________________
 CD0360* NAD 83(1986)-  31 58 55.     (N)    104 31 26.     (W)     SCALED    
 CD0360* NAVD 88     -      1166.967  (meters)    3828.62   (feet)  ADJUSTED  
 CD0360  ___________________________________________________________________
 CD0360  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CD0360  DYNAMIC HT  -        1165.203 (meters)    3822.84  (feet)  COMP
 CD0360  MODELED GRAV-     979,088.1   (mgal)                       NAVD 88
 CD0360
 CD0360  VERT ORDER  -  SECOND    CLASS 0
 CD0360
 CD0360.The horizontal coordinates were scaled from a topographic map and have
 CD0360.an estimated accuracy of +/- 6 seconds.
 CD0360
 CD0360.The orthometric height was determined by differential leveling
 CD0360.and adjusted by the National Geodetic Survey in June 1991..
 CD0360
 CD0360.The geoid height was determined by GEOID03.
 CD0360
 CD0360.The dynamic height is computed by dividing the NAVD 88
 CD0360.geopotential number by the normal gravity value computed on the
 CD0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0360.degrees latitude (g = 980.6199 gals.).
 CD0360
 CD0360.The modeled gravity was interpolated from observed gravity values.
 CD0360
 CD0360;                    North         East    Units  Estimated Accuracy
 CD0360;SPC TX C     - 3,264,130.      304,030.      MT  (+/- 180 meters Scaled)
 CD0360
 CD0360                          SUPERSEDED SURVEY CONTROL
 CD0360
 CD0360  NGVD 29 (??/??/92) 1166.417  (m)         3826.82   (f) ADJ UNCH    2 0
 CD0360
 CD0360.Superseded values are not recommended for survey control.
 CD0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0360.See file dsdata.txt to determine how the superseded data were derived.
 CD0360
 CD0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER449385(NAD 83)
 CD0360_MARKER: DB = BENCH MARK DISK
 CD0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0360_STAMPING: J 718 1942
 CD0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0360+STABILITY: SURFACE MOTION
 CD0360
 CD0360  HISTORY     - Date     Condition        Report By
 CD0360  HISTORY     - 1942     MONUMENTED       CGS
 CD0360  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0360
 CD0360                          STATION DESCRIPTION
 CD0360
 CD0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CD0360'20.2 MI NE FROM PINE SPRINGS.
 CD0360'ABOUT 18.8 MILES NORTHEAST ALONG HIGHWAY 62 FROM THE POST OFFICE AT
 CD0360'PINE SPRINGS AND 1.4 MILES SOUTH ALONG THE 9K RANCH ROAD, ABOUT 25
 CD0360'FEET EAST OF THE JUNCTION OF A DIM TRACK ROAD LEADING SOUTH ACROSS THE
 CD0360'PASTURE FROM THE MAIN ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE
 CD0360'MAIN ROAD, 1 1/2 FEET NORTH OF A WHITE REFERENCE POST AND IS A BENCH
 CD0360'MARK DISK SET IN TOP OF A CONCRETE POST.
 CD0360
 CD0360                          STATION RECOVERY (1958)
 CD0360
 CD0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0167 ***********************************************************************
 BB0167  DESIGNATION -  J 719
 BB0167  PID         -  BB0167
 BB0167  STATE/COUNTY-  TX/PRESIDIO
 BB0167  USGS QUAD   -  ALAMO SPRING (1983)
 BB0167
 BB0167                         *CURRENT SURVEY CONTROL
 BB0167  ___________________________________________________________________
 BB0167* NAD 83(1986)-  29 41 05.     (N)    104 08 06.     (W)     SCALED    
 BB0167* NAVD 88     -       999.311  (meters)    3278.57   (feet)  ADJUSTED  
 BB0167  ___________________________________________________________________
 BB0167  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 BB0167  DYNAMIC HT  -         997.695 (meters)    3273.27  (feet)  COMP
 BB0167  MODELED GRAV-     978,992.2   (mgal)                       NAVD 88
 BB0167
 BB0167  VERT ORDER  -  SECOND    CLASS 0
 BB0167
 BB0167.The horizontal coordinates were scaled from a topographic map and have
 BB0167.an estimated accuracy of +/- 6 seconds.
 BB0167
 BB0167.The orthometric height was determined by differential leveling
 BB0167.and adjusted by the National Geodetic Survey in June 1991..
 BB0167
 BB0167.The geoid height was determined by GEOID03.
 BB0167
 BB0167.The dynamic height is computed by dividing the NAVD 88
 BB0167.geopotential number by the normal gravity value computed on the
 BB0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0167.degrees latitude (g = 980.6199 gals.).
 BB0167
 BB0167.The modeled gravity was interpolated from observed gravity values.
 BB0167
 BB0167;                    North         East    Units  Estimated Accuracy
 BB0167;SPC TXSC     - 4,216,090.      103,200.      MT  (+/- 180 meters Scaled)
 BB0167
 BB0167                          SUPERSEDED SURVEY CONTROL
 BB0167
 BB0167  NGVD 29 (??/??/92)  998.983  (m)         3277.50   (f) ADJ UNCH    2 0
 BB0167
 BB0167.Superseded values are not recommended for survey control.
 BB0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0167.See file dsdata.txt to determine how the superseded data were derived.
 BB0167
 BB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN836841(NAD 83)
 BB0167_MARKER: DB = BENCH MARK DISK
 BB0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0167_STAMPING: J 719 1943
 BB0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0167+STABILITY: SURFACE MOTION
 BB0167
 BB0167  HISTORY     - Date     Condition        Report By
 BB0167  HISTORY     - 1943     MONUMENTED       CGS
 BB0167  HISTORY     - 1967     GOOD             NGS
 BB0167
 BB0167                          STATION DESCRIPTION
 BB0167
 BB0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BB0167'7.35 MI SW FROM CASA PIEDRA.
 BB0167'ABOUT 0.3 MILES WEST ALONG A GRADED DIRT ROAD FROM THE C. L. VASQUEZ
 BB0167'STORE AT CASA PIEDRA, THENCE 3.45 MILES SOUTHWEST ALONG A GRADED DIRT
 BB0167'ROAD, THENCE 3.6 MILES SOUTHWEST ALONG A DIM TRACK ROAD, 35 1/2 FEET
 BB0167'SOUTHEAST OF THE CENTERLINE OF THE ROAD, ON THE TOP OF A SMALL HILL, 2
 BB0167'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 BB0167'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 BB0167'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0484 ***********************************************************************
 CU0484  DESIGNATION -  J 72
 CU0484  PID         -  CU0484
 CU0484  STATE/COUNTY-  TX/SCURRY
 CU0484  USGS QUAD   -  FLAT TOP MOUNTAIN (1969)
 CU0484
 CU0484                         *CURRENT SURVEY CONTROL
 CU0484  ___________________________________________________________________
 CU0484* NAD 83(1986)-  32 52 57.     (N)    101 03 11.     (W)     SCALED    
 CU0484* NAVD 88     -       771.175  (meters)    2530.10   (feet)  ADJUSTED  
 CU0484  ___________________________________________________________________
 CU0484  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CU0484  DYNAMIC HT  -         770.169 (meters)    2526.80  (feet)  COMP
 CU0484  MODELED GRAV-     979,307.5   (mgal)                       NAVD 88
 CU0484
 CU0484  VERT ORDER  -  FIRST     CLASS II
 CU0484
 CU0484.The horizontal coordinates were scaled from a topographic map and have
 CU0484.an estimated accuracy of +/- 6 seconds.
 CU0484
 CU0484.The orthometric height was determined by differential leveling
 CU0484.and adjusted by the National Geodetic Survey in June 1991..
 CU0484
 CU0484.The geoid height was determined by GEOID03.
 CU0484
 CU0484.The dynamic height is computed by dividing the NAVD 88
 CU0484.geopotential number by the normal gravity value computed on the
 CU0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0484.degrees latitude (g = 980.6199 gals.).
 CU0484
 CU0484.The modeled gravity was interpolated from observed gravity values.
 CU0484
 CU0484;                    North         East    Units  Estimated Accuracy
 CU0484;SPC TXNC     - 2,137,730.      361,150.      MT  (+/- 180 meters Scaled)
 CU0484
 CU0484                          SUPERSEDED SURVEY CONTROL
 CU0484
 CU0484  NGVD 29 (??/??/92)  770.854  (m)         2529.04   (f) ADJ UNCH    1 2
 CU0484
 CU0484.Superseded values are not recommended for survey control.
 CU0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0484.See file dsdata.txt to determine how the superseded data were derived.
 CU0484
 CU0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB079401(NAD 83)
 CU0484_MARKER: DB = BENCH MARK DISK
 CU0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0484_STAMPING: 2529.043 J 72 1931
 CU0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0484+STABILITY: SURFACE MOTION
 CU0484
 CU0484  HISTORY     - Date     Condition        Report By
 CU0484  HISTORY     - 1931     MONUMENTED       CGS
 CU0484  HISTORY     - 1941     GOOD             NGS
 CU0484  HISTORY     - 1970     MARK NOT FOUND   USGS
 CU0484  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0484
 CU0484                          STATION DESCRIPTION
 CU0484
 CU0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CU0484'2.7 MI N FROM DERMOTT.
 CU0484'2.7 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM DERMOTT,
 CU0484'SCURRY COUNTY, 0.2 MILE NORTH OF MILEPOST 744, 100 FEET EAST OF THE
 CU0484'TRACK, 30 FEET SOUTH OF A CULVERT ON STATE HIGHWAY 7, 15 FEET SOUTH OF
 CU0484'A GATE, AT THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CU0484'ABOUT 1 INCH ABOVE GROUND.  NOTE-- ROAD CONSTR. IN AREA.
 CU0484
 CU0484                          STATION RECOVERY (1970)
 CU0484
 CU0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CU0484'MARK NOT FOUND.
 CU0484
 CU0484                          STATION RECOVERY (1982)
 CU0484
 CU0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0484'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0259 ***********************************************************************
 BO0259  DESIGNATION -  J 721
 BO0259  PID         -  BO0259
 BO0259  STATE/COUNTY-  TX/VAL VERDE
 BO0259  USGS QUAD   -  BEE CANYON (1970)
 BO0259
 BO0259                         *CURRENT SURVEY CONTROL
 BO0259  ___________________________________________________________________
 BO0259* NAD 83(1986)-  30 10 24.     (N)    101 13 23.     (W)     SCALED    
 BO0259* NAVD 88     -       545.759  (meters)    1790.54   (feet)  ADJUSTED  
 BO0259  ___________________________________________________________________
 BO0259  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 BO0259  DYNAMIC HT  -         544.949 (meters)    1787.89  (feet)  COMP
 BO0259  MODELED GRAV-     979,141.2   (mgal)                       NAVD 88
 BO0259
 BO0259  VERT ORDER  -  SECOND    CLASS 0
 BO0259
 BO0259.The horizontal coordinates were scaled from a topographic map and have
 BO0259.an estimated accuracy of +/- 6 seconds.
 BO0259
 BO0259.The orthometric height was determined by differential leveling
 BO0259.and adjusted by the National Geodetic Survey in June 1991..
 BO0259
 BO0259.The geoid height was determined by GEOID03.
 BO0259
 BO0259.The dynamic height is computed by dividing the NAVD 88
 BO0259.geopotential number by the normal gravity value computed on the
 BO0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0259.degrees latitude (g = 980.6199 gals.).
 BO0259
 BO0259.The modeled gravity was interpolated from observed gravity values.
 BO0259
 BO0259;                    North         East    Units  Estimated Accuracy
 BO0259;SPC TXSC     - 4,261,380.      385,900.      MT  (+/- 180 meters Scaled)
 BO0259
 BO0259                          SUPERSEDED SURVEY CONTROL
 BO0259
 BO0259  NGVD 29 (??/??/92)  545.623  (m)         1790.10   (f) ADJ UNCH    2 0
 BO0259
 BO0259.Superseded values are not recommended for survey control.
 BO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0259.See file dsdata.txt to determine how the superseded data were derived.
 BO0259
 BO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU859400(NAD 83)
 BO0259_MARKER: DB = BENCH MARK DISK
 BO0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0259_STAMPING: J 721 1942
 BO0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0259+STABILITY: SURFACE MOTION
 BO0259
 BO0259  HISTORY     - Date     Condition        Report By
 BO0259  HISTORY     - 1942     MONUMENTED       CGS
 BO0259  HISTORY     - 1970     GOOD             NGS
 BO0259  HISTORY     - 1971     MARK NOT FOUND   NGS
 BO0259
 BO0259                          STATION DESCRIPTION
 BO0259
 BO0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BO0259'9.3 MI W FROM JUNO.
 BO0259'FROM JUNO POST OFFICE GO SOUTH 1.8 MI, THEN WEST ON GRADED ROAD 7.5
 BO0259'MILES TO THE JCT WITH A ROAD SOUTH TO THE TAYLOR DEATON RANCH, (THIS
 BO0259'JCT. IS 1.4 MILES SOUTHEAST OF THE MASSIE WEST RANCH) CONTINUE
 BO0259'WEST-NORTHWEST ALONG GRADED ROAD FOR 800 FEET TO BEND IN ROAD, THENCE
 BO0259'WEST-NORTHWEST (ON SAME AZIMUTH AS PREVIOUS 800 FEET) ON ABANDONED
 BO0259'TRAIL FOR 512 FEET TO THE BENCH MARK ON THE RIGHT, 23 FEET NORTHEAST
 BO0259'OF THE TRAIL.  A STANDARD TABLET STAMPED J 721 1942 AND SET IN THE TOP
 BO0259'OF A CONCRETE POST PROJECTING 0.8 FT.
 BO0259
 BO0259                          STATION RECOVERY (1971)
 BO0259
 BO0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0079 ***********************************************************************
 BO0079  DESIGNATION -  J 722
 BO0079  PID         -  BO0079
 BO0079  STATE/COUNTY-  TX/VAL VERDE
 BO0079  USGS QUAD   -  WHITE DRAW (1973)
 BO0079
 BO0079                         *CURRENT SURVEY CONTROL
 BO0079  ___________________________________________________________________
 BO0079* NAD 83(1986)-  30 06 44.     (N)    100 58 24.     (W)     SCALED    
 BO0079* NAVD 88     -       631.710  (meters)    2072.54   (feet)  ADJUSTED  
 BO0079  ___________________________________________________________________
 BO0079  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 BO0079  DYNAMIC HT  -         630.782 (meters)    2069.49  (feet)  COMP
 BO0079  MODELED GRAV-     979,152.4   (mgal)                       NAVD 88
 BO0079
 BO0079  VERT ORDER  -  SECOND    CLASS 0
 BO0079
 BO0079.The horizontal coordinates were scaled from a topographic map and have
 BO0079.an estimated accuracy of +/- 6 seconds.
 BO0079
 BO0079.The orthometric height was determined by differential leveling
 BO0079.and adjusted by the National Geodetic Survey in June 1991..
 BO0079
 BO0079.The geoid height was determined by GEOID03.
 BO0079
 BO0079.The dynamic height is computed by dividing the NAVD 88
 BO0079.geopotential number by the normal gravity value computed on the
 BO0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0079.degrees latitude (g = 980.6199 gals.).
 BO0079
 BO0079.The modeled gravity was interpolated from observed gravity values.
 BO0079
 BO0079;                    North         East    Units  Estimated Accuracy
 BO0079;SPC TXSC     - 4,254,170.      409,830.      MT  (+/- 180 meters Scaled)
 BO0079
 BO0079                          SUPERSEDED SURVEY CONTROL
 BO0079
 BO0079  NGVD 29 (??/??/92)  631.582  (m)         2072.12   (f) ADJ UNCH    2 0
 BO0079
 BO0079.Superseded values are not recommended for survey control.
 BO0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0079.See file dsdata.txt to determine how the superseded data were derived.
 BO0079
 BO0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU098328(NAD 83)
 BO0079_MARKER: DB = BENCH MARK DISK
 BO0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0079_STAMPING: J 722 1942
 BO0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0079+STABILITY: SURFACE MOTION
 BO0079
 BO0079  HISTORY     - Date     Condition        Report By
 BO0079  HISTORY     - 1942     MONUMENTED       CGS
 BO0079
 BO0079                          STATION DESCRIPTION
 BO0079
 BO0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0079'15.05 MI NE FROM JUNO.
 BO0079'THIS MARK IS ABOUT 8.0 MILES NORTHEAST ALONG THE ROAD TO SONORA AND
 BO0079'ABOUT 7.05 MILES EAST ALONG A RANCH ROAD TO LOMA ALTA FROM THE POST
 BO0079'OFFICE AT JUNO, VAL VERDE COUNTY, ABOUT 1.4 MILE EAST OF A WELL AND A
 BO0079'GATE, SET AT THE SOUTHE END OF A PROMINENT CURVE, 4.0 FEET SOUTH OF A
 BO0079'CEDAR TREE, 31.0 FEET EAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0103 ***********************************************************************
 BO0103  DESIGNATION -  J 723
 BO0103  PID         -  BO0103
 BO0103  STATE/COUNTY-  TX/VAL VERDE
 BO0103  USGS QUAD   -  ROBINSON DRAW (1973)
 BO0103
 BO0103                         *CURRENT SURVEY CONTROL
 BO0103  ___________________________________________________________________
 BO0103* NAD 83(1986)-  30 02 34.     (N)    100 51 58.     (W)     SCALED    
 BO0103* NAVD 88     -       568.357  (meters)    1864.68   (feet)  ADJUSTED  
 BO0103  ___________________________________________________________________
 BO0103  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 BO0103  DYNAMIC HT  -         567.518 (meters)    1861.93  (feet)  COMP
 BO0103  MODELED GRAV-     979,146.8   (mgal)                       NAVD 88
 BO0103
 BO0103  VERT ORDER  -  SECOND    CLASS 0
 BO0103
 BO0103.The horizontal coordinates were scaled from a topographic map and have
 BO0103.an estimated accuracy of +/- 6 seconds.
 BO0103
 BO0103.The orthometric height was determined by differential leveling
 BO0103.and adjusted by the National Geodetic Survey in June 1991..
 BO0103
 BO0103.The geoid height was determined by GEOID03.
 BO0103
 BO0103.The dynamic height is computed by dividing the NAVD 88
 BO0103.geopotential number by the normal gravity value computed on the
 BO0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0103.degrees latitude (g = 980.6199 gals.).
 BO0103
 BO0103.The modeled gravity was interpolated from observed gravity values.
 BO0103
 BO0103;                    North         East    Units  Estimated Accuracy
 BO0103;SPC TXSC     - 4,246,310.      420,040.      MT  (+/- 180 meters Scaled)
 BO0103
 BO0103                          SUPERSEDED SURVEY CONTROL
 BO0103
 BO0103  NGVD 29 (??/??/92)  568.242  (m)         1864.31   (f) ADJ UNCH    2 0
 BO0103
 BO0103.Superseded values are not recommended for survey control.
 BO0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0103.See file dsdata.txt to determine how the superseded data were derived.
 BO0103
 BO0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU200249(NAD 83)
 BO0103_MARKER: DB = BENCH MARK DISK
 BO0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0103_STAMPING: J 723 1942
 BO0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0103+STABILITY: SURFACE MOTION
 BO0103
 BO0103  HISTORY     - Date     Condition        Report By
 BO0103  HISTORY     - 1942     MONUMENTED       CGS
 BO0103  HISTORY     - 1973     MARK NOT FOUND   USGS
 BO0103
 BO0103                          STATION DESCRIPTION
 BO0103
 BO0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0103'13.3 MI NW FROM LOMA ALTA.
 BO0103'THIS MARK IS ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 277 AND ABOUT
 BO0103'9.6 MILES WEST ALONG A RANCH ROAD TO JUNO FROM THE STORE AT LOMA ALTA,
 BO0103'VAL VERDE COUNTY, ABOUT 0.2 MILE WEST OF A BUMPER GATE, SET AMONG
 BO0103'CEDAR TREES, ABOUT LEVEL WITH THE ROAD, 27.0 FEET SOUTHWEST OF THE
 BO0103'CENTER LINE OF THE ROAD.
 BO0103
 BO0103                          STATION RECOVERY (1973)
 BO0103
 BO0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 BO0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0332 ***********************************************************************
 BO0332  DESIGNATION -  J 725
 BO0332  PID         -  BO0332
 BO0332  STATE/COUNTY-  TX/TERRELL
 BO0332  USGS QUAD   -  GEDDIS CANYON WEST (1980)
 BO0332
 BO0332                         *CURRENT SURVEY CONTROL
 BO0332  ___________________________________________________________________
 BO0332* NAD 83(1986)-  30 17 39.     (N)    101 58 46.     (W)     SCALED    
 BO0332* NAVD 88     -       685.654  (meters)    2249.52   (feet)  ADJUSTED  
 BO0332  ___________________________________________________________________
 BO0332  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 BO0332  DYNAMIC HT  -         684.624 (meters)    2246.14  (feet)  COMP
 BO0332  MODELED GRAV-     979,117.2   (mgal)                       NAVD 88
 BO0332
 BO0332  VERT ORDER  -  SECOND    CLASS 0
 BO0332
 BO0332.The horizontal coordinates were scaled from a topographic map and have
 BO0332.an estimated accuracy of +/- 6 seconds.
 BO0332
 BO0332.The orthometric height was determined by differential leveling
 BO0332.and adjusted by the National Geodetic Survey in June 1991..
 BO0332
 BO0332.The geoid height was determined by GEOID03.
 BO0332
 BO0332.The dynamic height is computed by dividing the NAVD 88
 BO0332.geopotential number by the normal gravity value computed on the
 BO0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0332.degrees latitude (g = 980.6199 gals.).
 BO0332
 BO0332.The modeled gravity was interpolated from observed gravity values.
 BO0332
 BO0332;                    North         East    Units  Estimated Accuracy
 BO0332;SPC TXSC     - 4,276,390.      313,410.      MT  (+/- 180 meters Scaled)
 BO0332
 BO0332                          SUPERSEDED SURVEY CONTROL
 BO0332
 BO0332  NGVD 29 (??/??/92)  685.431  (m)         2248.78   (f) ADJ UNCH    2 0
 BO0332
 BO0332.Superseded values are not recommended for survey control.
 BO0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0332.See file dsdata.txt to determine how the superseded data were derived.
 BO0332
 BO0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU134551(NAD 83)
 BO0332_MARKER: DB = BENCH MARK DISK
 BO0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0332_STAMPING: J 725 1942
 BO0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0332+STABILITY: SURFACE MOTION
 BO0332
 BO0332  HISTORY     - Date     Condition        Report By
 BO0332  HISTORY     - 1942     MONUMENTED       CGS
 BO0332  HISTORY     - 1958     GOOD             NGS
 BO0332
 BO0332                          STATION DESCRIPTION
 BO0332
 BO0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0332'20.0 MI N FROM DRYDEN.
 BO0332'ABOUT 16.55 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BO0332'ORLEANS RAILROAD STATION AT DRYDEN TO A CONCRETE WATER CROSSING,
 BO0332'THENCE 0.3 MILE NORTHWEST ALONG A TRAIL ROAD, THENCE 3.15 MILES
 BO0332'NORTHEAST ALONG THE OLD HIGHWAY, 33 FEET SOUTHEAST OF THE CENTER OF
 BO0332'THE OLD HIGHWAY, ABOUT 0.25 MILE NORTHEAST OF THE JUNCTION OF A
 BO0332'PRIVATE ROAD LEADING NORTHWEST TO THE PROSSER RANCH, ABOUT 0.35 MILE
 BO0332'SOUTHWEST OF A WINDMILL, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS
 BO0332'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0385 ***********************************************************************
 CC0385  DESIGNATION -  J 726
 CC0385  PID         -  CC0385
 CC0385  STATE/COUNTY-  TX/REEVES
 CC0385  USGS QUAD   -  TOYAH (1970)
 CC0385
 CC0385                         *CURRENT SURVEY CONTROL
 CC0385  ___________________________________________________________________
 CC0385* NAD 83(1986)-  31 19 21.     (N)    103 48 46.     (W)     SCALED    
 CC0385* NAVD 88     -       894.635  (meters)    2935.15   (feet)  ADJUSTED  
 CC0385  ___________________________________________________________________
 CC0385  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CC0385  DYNAMIC HT  -         893.314 (meters)    2930.81  (feet)  COMP
 CC0385  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 CC0385
 CC0385  VERT ORDER  -  SECOND    CLASS 0
 CC0385
 CC0385.The horizontal coordinates were scaled from a topographic map and have
 CC0385.an estimated accuracy of +/- 6 seconds.
 CC0385
 CC0385.The orthometric height was determined by differential leveling
 CC0385.and adjusted by the National Geodetic Survey in June 1991..
 CC0385
 CC0385.The geoid height was determined by GEOID03.
 CC0385
 CC0385.The dynamic height is computed by dividing the NAVD 88
 CC0385.geopotential number by the normal gravity value computed on the
 CC0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0385.degrees latitude (g = 980.6199 gals.).
 CC0385
 CC0385.The modeled gravity was interpolated from observed gravity values.
 CC0385
 CC0385;                    North         East    Units  Estimated Accuracy
 CC0385;SPC TX C     - 3,188,740.      368,910.      MT  (+/- 180 meters Scaled)
 CC0385
 CC0385                          SUPERSEDED SURVEY CONTROL
 CC0385
 CC0385  NGVD 29 (??/??/92)  894.279  (m)         2933.98   (f) ADJ UNCH    2 0
 CC0385
 CC0385.Superseded values are not recommended for survey control.
 CC0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0385.See file dsdata.txt to determine how the superseded data were derived.
 CC0385
 CC0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ129659(NAD 83)
 CC0385_MARKER: DB = BENCH MARK DISK
 CC0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0385_STAMPING: J 726 1942
 CC0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0385+STABILITY: SURFACE MOTION
 CC0385
 CC0385  HISTORY     - Date     Condition        Report By
 CC0385  HISTORY     - 1942     MONUMENTED       CGS
 CC0385  HISTORY     - 1958     GOOD             NGS
 CC0385
 CC0385                          STATION DESCRIPTION
 CC0385
 CC0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0385'2.15 MI NW FROM TOYAH.
 CC0385'ABOUT 2.15 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0385'PACIFIC RAILWAY COMPANY STATION AT TOYAH, 47 FEET EAST OF THE CENTER
 CC0385'LINE OF THE ROAD, ABOUT 0.5 MILE SOUTH OF A CEMETERY, ABOUT 0.05 MILE
 CC0385'NORTH OF A CATTLE GUARD, 2 1/2 FEET WEST OF A FENCE, 1 1/2 FEET NORTH
 CC0385'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT LOWER THAN THE LEVEL OF
 CC0385'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0052 ***********************************************************************
 CD0052  DESIGNATION -  J 727
 CD0052  PID         -  CD0052
 CD0052  STATE/COUNTY-  TX/CULBERSON
 CD0052  USGS QUAD   -  DRY LAKE (1973)
 CD0052
 CD0052                         *CURRENT SURVEY CONTROL
 CD0052  ___________________________________________________________________
 CD0052* NAD 83(1986)-  31 31 41.     (N)    104 05 33.     (W)     SCALED    
 CD0052* NAVD 88     -      1007.514  (meters)    3305.49   (feet)  ADJUSTED  
 CD0052  ___________________________________________________________________
 CD0052  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CD0052  DYNAMIC HT  -        1005.999 (meters)    3300.52  (feet)  COMP
 CD0052  MODELED GRAV-     979,102.3   (mgal)                       NAVD 88
 CD0052
 CD0052  VERT ORDER  -  SECOND    CLASS 0
 CD0052
 CD0052.The horizontal coordinates were scaled from a topographic map and have
 CD0052.an estimated accuracy of +/- 6 seconds.
 CD0052
 CD0052.The orthometric height was determined by differential leveling
 CD0052.and adjusted by the National Geodetic Survey in June 1991..
 CD0052
 CD0052.The geoid height was determined by GEOID03.
 CD0052
 CD0052.The dynamic height is computed by dividing the NAVD 88
 CD0052.geopotential number by the normal gravity value computed on the
 CD0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0052.degrees latitude (g = 980.6199 gals.).
 CD0052
 CD0052.The modeled gravity was interpolated from observed gravity values.
 CD0052
 CD0052;                    North         East    Units  Estimated Accuracy
 CD0052;SPC TX C     - 3,212,380.      343,070.      MT  (+/- 180 meters Scaled)
 CD0052
 CD0052                          SUPERSEDED SURVEY CONTROL
 CD0052
 CD0052  NGVD 29 (??/??/92) 1007.086  (m)         3304.08   (f) ADJ UNCH    2 0
 CD0052
 CD0052.Superseded values are not recommended for survey control.
 CD0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0052.See file dsdata.txt to determine how the superseded data were derived.
 CD0052
 CD0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ861884(NAD 83)
 CD0052_MARKER: DB = BENCH MARK DISK
 CD0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0052_STAMPING: J 727 1942
 CD0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0052+STABILITY: SURFACE MOTION
 CD0052
 CD0052  HISTORY     - Date     Condition        Report By
 CD0052  HISTORY     - 1942     MONUMENTED       CGS
 CD0052  HISTORY     - 1958     GOOD             NGS
 CD0052
 CD0052                          STATION DESCRIPTION
 CD0052
 CD0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0052'26.15 MI NW FROM TOYAH.
 CD0052'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0052'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 17.2 MILES
 CD0052'NORTHWEST ALONG A GRADED DIRT ROAD.  28 FEET NORTHWEST OF THE CENTER
 CD0052'LINE OF THE ROAD, IN A LOW FLAT BOTTOM BETWEEN TWO HILLS, ABOUT 0.3
 CD0052'MILE NORTHEAST OF A RANCH HOUSE, ABOUT 0.1 MILE NORTHEAST OF A CATTLE
 CD0052'GUARD, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CD0052'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CD0052'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0171 ***********************************************************************
 CD0171  DESIGNATION -  J 728
 CD0171  PID         -  CD0171
 CD0171  STATE/COUNTY-  TX/CULBERSON
 CD0171  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0171
 CD0171                         *CURRENT SURVEY CONTROL
 CD0171  ___________________________________________________________________
 CD0171* NAD 83(1986)-  31 28 44.     (N)    104 25 22.     (W)     SCALED    
 CD0171* NAVD 88     -      1225.548  (meters)    4020.82   (feet)  ADJUSTED  
 CD0171  ___________________________________________________________________
 CD0171  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CD0171  DYNAMIC HT  -        1223.664 (meters)    4014.64  (feet)  COMP
 CD0171  MODELED GRAV-     979,060.1   (mgal)                       NAVD 88
 CD0171
 CD0171  VERT ORDER  -  SECOND    CLASS 0
 CD0171
 CD0171.The horizontal coordinates were scaled from a topographic map and have
 CD0171.an estimated accuracy of +/- 6 seconds.
 CD0171
 CD0171.The orthometric height was determined by differential leveling
 CD0171.and adjusted by the National Geodetic Survey in June 1991..
 CD0171
 CD0171.The geoid height was determined by GEOID03.
 CD0171
 CD0171.The dynamic height is computed by dividing the NAVD 88
 CD0171.geopotential number by the normal gravity value computed on the
 CD0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0171.degrees latitude (g = 980.6199 gals.).
 CD0171
 CD0171.The modeled gravity was interpolated from observed gravity values.
 CD0171
 CD0171;                    North         East    Units  Estimated Accuracy
 CD0171;SPC TX C     - 3,208,040.      311,530.      MT  (+/- 180 meters Scaled)
 CD0171
 CD0171                          SUPERSEDED SURVEY CONTROL
 CD0171
 CD0171  NGVD 29 (??/??/92) 1225.049  (m)         4019.18   (f) ADJ UNCH    2 0
 CD0171
 CD0171.Superseded values are not recommended for survey control.
 CD0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0171.See file dsdata.txt to determine how the superseded data were derived.
 CD0171
 CD0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ548828(NAD 83)
 CD0171_MARKER: DB = BENCH MARK DISK
 CD0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0171_STAMPING: J 728 1942
 CD0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0171+STABILITY: SURFACE MOTION
 CD0171
 CD0171  HISTORY     - Date     Condition        Report By
 CD0171  HISTORY     - 1942     MONUMENTED       CGS
 CD0171  HISTORY     - 1958     GOOD             NGS
 CD0171
 CD0171                          STATION DESCRIPTION
 CD0171
 CD0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0171'50.35 MI NW FROM TOYAH.
 CD0171'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0171'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 41.4 MILES
 CD0171'NORTHWEST ALONG A GRADED ROAD.  30 FEET NORTHWEST OF THE CENTER LINE
 CD0171'OF THE ROAD, ABOUT 0.55 MILE SOUTHWEST OF A CATTLE GUARD, ABOUT THE
 CD0171'CENTER AND ON THE INSIDE OF A CURVE, 1 FOOT NORTHEAST OF A WHITE
 CD0171'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD, AND IN THE TOP OF A
 CD0171'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0054 ***********************************************************************
 BQ0054  DESIGNATION -  J 729
 BQ0054  PID         -  BQ0054
 BQ0054  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0054  USGS QUAD   -  BORACHO PEAK (1978)
 BQ0054
 BQ0054                         *CURRENT SURVEY CONTROL
 BQ0054  ___________________________________________________________________
 BQ0054* NAD 83(1986)-  30 53 46.     (N)    104 26 21.     (W)     SCALED    
 BQ0054* NAVD 88     -      1336.751  (meters)    4385.66   (feet)  ADJUSTED  
 BQ0054  ___________________________________________________________________
 BQ0054  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 BQ0054  DYNAMIC HT  -        1334.624 (meters)    4378.68  (feet)  COMP
 BQ0054  MODELED GRAV-     979,002.8   (mgal)                       NAVD 88
 BQ0054
 BQ0054  VERT ORDER  -  SECOND    CLASS 0
 BQ0054
 BQ0054.The horizontal coordinates were scaled from a topographic map and have
 BQ0054.an estimated accuracy of +/- 6 seconds.
 BQ0054
 BQ0054.The orthometric height was determined by differential leveling
 BQ0054.and adjusted by the National Geodetic Survey in June 1991..
 BQ0054
 BQ0054.The geoid height was determined by GEOID03.
 BQ0054
 BQ0054.The dynamic height is computed by dividing the NAVD 88
 BQ0054.geopotential number by the normal gravity value computed on the
 BQ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0054.degrees latitude (g = 980.6199 gals.).
 BQ0054
 BQ0054.The modeled gravity was interpolated from observed gravity values.
 BQ0054
 BQ0054;                    North         East    Units  Estimated Accuracy
 BQ0054;SPC TX C     - 3,143,530.      307,590.      MT  (+/- 180 meters Scaled)
 BQ0054
 BQ0054                          SUPERSEDED SURVEY CONTROL
 BQ0054
 BQ0054  NGVD 29 (??/??/92) 1336.208  (m)         4383.88   (f) ADJ UNCH    2 0
 BQ0054
 BQ0054.Superseded values are not recommended for survey control.
 BQ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0054.See file dsdata.txt to determine how the superseded data were derived.
 BQ0054
 BQ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ535182(NAD 83)
 BQ0054_MARKER: DB = BENCH MARK DISK
 BQ0054_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0054_SP_SET: ROCK OUTCROP
 BQ0054_STAMPING: J 729 1942
 BQ0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0054+STABILITY: POSITION/ELEVATION WELL
 BQ0054
 BQ0054  HISTORY     - Date     Condition        Report By
 BQ0054  HISTORY     - 1942     MONUMENTED       CGS
 BQ0054  HISTORY     - 1966     GOOD             NGS
 BQ0054
 BQ0054                          STATION DESCRIPTION
 BQ0054
 BQ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BQ0054'13.8 MI S FROM BORACHO.
 BQ0054'ABOUT 0.35 MILES SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0054'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 13.45 MILES
 BQ0054'SOUTH ALONG A VERY POOR DIRT ROAD.  IN THE TOP OF A ROCK OUTCROP, 93
 BQ0054'FEET NORTH OF THE CENTERLINE OF THE ROAD, 0.1 MILES WEST OF THE CREST
 BQ0054'OF A HILL, 6 FEET SOUTH OF A SMALL GROUP OF MESQUITE TREES, AND ABOUT
 BQ0054'8 FEET ABOVE THE LEVEL OF THE ROAD.  NOTE-- THIS MARK IS IN JEFF DAVIS
 BQ0054'COUNTY NOT CULBERSON AS WAS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0470 ***********************************************************************
 CT0470  DESIGNATION -  J 73
 CT0470  PID         -  CT0470
 CT0470  STATE/COUNTY-  TX/TAYLOR
 CT0470  USGS QUAD   -  POTOSI (1984)
 CT0470
 CT0470                         *CURRENT SURVEY CONTROL
 CT0470  ___________________________________________________________________
 CT0470* NAD 83(1986)-  32 22 23.     (N)    099 45 00.     (W)     SCALED    
 CT0470* NAVD 88     -       552.073  (meters)    1811.26   (feet)  POSTED    
 CT0470  ___________________________________________________________________
 CT0470  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CT0470  DYNAMIC HT  -         551.350 (meters)    1808.89  (feet)  COMP
 CT0470  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 CT0470
 CT0470  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0470
 CT0470.The horizontal coordinates were scaled from a topographic map and have
 CT0470.an estimated accuracy of +/- 6 seconds.
 CT0470
 CT0470.The orthometric height was determined by differential leveling
 CT0470.and adjusted by the National Geodetic Survey in 1992..
 CT0470.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0470.rate of 0.0 thru 1.0 mm/km.
 CT0470
 CT0470.The geoid height was determined by GEOID03.
 CT0470
 CT0470.The dynamic height is computed by dividing the NAVD 88
 CT0470.geopotential number by the normal gravity value computed on the
 CT0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0470.degrees latitude (g = 980.6199 gals.).
 CT0470
 CT0470.The modeled gravity was interpolated from observed gravity values.
 CT0470
 CT0470;                    North         East    Units  Estimated Accuracy
 CT0470;SPC TXNC     - 2,079,030.      482,370.      MT  (+/- 180 meters Scaled)
 CT0470
 CT0470                          SUPERSEDED SURVEY CONTROL
 CT0470
 CT0470  NGVD 29 (??/??/92)  551.901  (m)         1810.70   (f) ADJ UNCH    1 2
 CT0470
 CT0470.Superseded values are not recommended for survey control.
 CT0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0470.See file dsdata.txt to determine how the superseded data were derived.
 CT0470
 CT0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA294820(NAD 83)
 CT0470_MARKER: DB = BENCH MARK DISK
 CT0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0470_STAMPING: 1810.695 J 73 1931
 CT0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0470+STABILITY: SURFACE MOTION
 CT0470
 CT0470  HISTORY     - Date     Condition        Report By
 CT0470  HISTORY     - 1931     MONUMENTED       CGS
 CT0470  HISTORY     - 1958     MARK NOT FOUND   NGS
 CT0470
 CT0470                          STATION DESCRIPTION
 CT0470
 CT0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0470'3.3 MI N FROM IBERIS.
 CT0470'3.3 MILES NORTH ALONG THE ABILENE AND SOUTHERN RAILWAY FROM IBERIS,
 CT0470'TAYLOR COUNTY, 0.3 MILE NORTH OF MILEPOST 48, AT A ROAD CROSSING, 30
 CT0470'FEET WEST OF THE TRACK, 25 FEET NORTH OF THE CROSSROAD, AND 15 FEET
 CT0470'EAST OF A ROW OF POLES.  A STANDARD DISK, STAMPED 1810.695 J 73 1931
 CT0470'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0030 ***********************************************************************
 BQ0030  DESIGNATION -  J 730
 BQ0030  PID         -  BQ0030
 BQ0030  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0030  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0030
 BQ0030                         *CURRENT SURVEY CONTROL
 BQ0030  ___________________________________________________________________
 BQ0030* NAD 83(1986)-  30 37 13.     (N)    104 28 34.     (W)     SCALED    
 BQ0030* NAVD 88     -      1367.873  (meters)    4487.76   (feet)  ADJUSTED  
 BQ0030  ___________________________________________________________________
 BQ0030  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 BQ0030  DYNAMIC HT  -        1365.623 (meters)    4480.38  (feet)  COMP
 BQ0030  MODELED GRAV-     978,948.2   (mgal)                       NAVD 88
 BQ0030
 BQ0030  VERT ORDER  -  SECOND    CLASS 0
 BQ0030
 BQ0030.The horizontal coordinates were scaled from a topographic map and have
 BQ0030.an estimated accuracy of +/- 6 seconds.
 BQ0030
 BQ0030.The orthometric height was determined by differential leveling
 BQ0030.and adjusted by the National Geodetic Survey in June 1991..
 BQ0030
 BQ0030.The geoid height was determined by GEOID03.
 BQ0030
 BQ0030.The dynamic height is computed by dividing the NAVD 88
 BQ0030.geopotential number by the normal gravity value computed on the
 BQ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0030.degrees latitude (g = 980.6199 gals.).
 BQ0030
 BQ0030.The modeled gravity was interpolated from observed gravity values.
 BQ0030
 BQ0030;                    North         East    Units  Estimated Accuracy
 BQ0030;SPC TX C     - 3,113,110.      302,920.      MT  (+/- 180 meters Scaled)
 BQ0030
 BQ0030                          SUPERSEDED SURVEY CONTROL
 BQ0030
 BQ0030  NGVD 29 (??/??/92) 1367.291  (m)         4485.85   (f) ADJ UNCH    2 0
 BQ0030
 BQ0030.Superseded values are not recommended for survey control.
 BQ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0030.See file dsdata.txt to determine how the superseded data were derived.
 BQ0030
 BQ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP502876(NAD 83)
 BQ0030_MARKER: DB = BENCH MARK DISK
 BQ0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0030_STAMPING: J 730 1942
 BQ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0030+STABILITY: SURFACE MOTION
 BQ0030
 BQ0030  HISTORY     - Date     Condition        Report By
 BQ0030  HISTORY     - 1942     MONUMENTED       CGS
 BQ0030  HISTORY     - 1958     GOOD             NGS
 BQ0030
 BQ0030                          STATION DESCRIPTION
 BQ0030
 BQ0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0030'2.85 MI N FROM VALENTINE.
 BQ0030'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0030'THE STATION AT VALENTINE, THENCE 2.65 MILES NORTH ALONG A DIRT ROAD.
 BQ0030'37 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 1.7 MILES
 BQ0030'SOUTH OF THE Y 6 RANCH HOUSE, 147 FEET SOUTH-SOUTHWEST OF A POWER
 BQ0030'POLE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 BQ0030'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0181 ***********************************************************************
 BQ0181  DESIGNATION -  J 731
 BQ0181  PID         -  BQ0181
 BQ0181  STATE/COUNTY-  TX/PRESIDIO
 BQ0181  USGS QUAD   -  CAPOTE PEAK (1978)
 BQ0181
 BQ0181                         *CURRENT SURVEY CONTROL
 BQ0181  ___________________________________________________________________
 BQ0181* NAD 83(1986)-  30 17 42.     (N)    104 33 45.     (W)     SCALED    
 BQ0181* NAVD 88     -      1454.998  (meters)    4773.61   (feet)  POSTED    
 BQ0181  ___________________________________________________________________
 BQ0181  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 BQ0181  DYNAMIC HT  -        1452.570 (meters)    4765.64  (feet)  COMP
 BQ0181  MODELED GRAV-     978,924.6   (mgal)                       NAVD 88
 BQ0181
 BQ0181  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0181
 BQ0181.The horizontal coordinates were scaled from a topographic map and have
 BQ0181.an estimated accuracy of +/- 6 seconds.
 BQ0181
 BQ0181.The orthometric height was determined by differential leveling
 BQ0181.and adjusted by the National Geodetic Survey in 1992..
 BQ0181.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0181.rate of 1.1 thru 2.0 mm/km.
 BQ0181
 BQ0181.The geoid height was determined by GEOID03.
 BQ0181
 BQ0181.The dynamic height is computed by dividing the NAVD 88
 BQ0181.geopotential number by the normal gravity value computed on the
 BQ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0181.degrees latitude (g = 980.6199 gals.).
 BQ0181
 BQ0181.The modeled gravity was interpolated from observed gravity values.
 BQ0181
 BQ0181;                    North         East    Units  Estimated Accuracy
 BQ0181;SPC TXSC     - 4,285,550.       65,090.      MT  (+/- 180 meters Scaled)
 BQ0181
 BQ0181                          SUPERSEDED SURVEY CONTROL
 BQ0181
 BQ0181  NGVD 29 (??/??/92) 1454.432  (m)         4771.75   (f) ADJ UNCH    2 0
 BQ0181
 BQ0181.Superseded values are not recommended for survey control.
 BQ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0181.See file dsdata.txt to determine how the superseded data were derived.
 BQ0181
 BQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP420515(NAD 83)
 BQ0181_MARKER: DB = BENCH MARK DISK
 BQ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0181_STAMPING: J 731 1943
 BQ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0181+STABILITY: SURFACE MOTION
 BQ0181
 BQ0181  HISTORY     - Date     Condition        Report By
 BQ0181  HISTORY     - 1943     MONUMENTED       CGS
 BQ0181
 BQ0181                          STATION DESCRIPTION
 BQ0181
 BQ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0181'22.5 MI S FROM VALENTINE.
 BQ0181'THIS MARK IS 22.5 MILES SOUTH ALONG A DIRT ROAD TO CANDELARIA FROM THE
 BQ0181'POST OFFICE AT VALENTINE, 3.2 MILES SOUTH OF THE BRITE RANCH, 0.7 MILE
 BQ0181'SOUTH OF A CATTLE GUARD, 0.6 MILE SOUTH OF A WATER TANK, 0.1 MILE
 BQ0181'NORTH OF A FEED BEN, 21.2 FEET EAST OF THE CENTERLINE OF THE ROAD,
 BQ0181'PROJECTING 5-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0208 ***********************************************************************
 BQ0208  DESIGNATION -  J 732
 BQ0208  PID         -  BQ0208
 BQ0208  STATE/COUNTY-  TX/PRESIDIO
 BQ0208  USGS QUAD   -  PUEBLO NUEVO (1979)
 BQ0208
 BQ0208                         *CURRENT SURVEY CONTROL
 BQ0208  ___________________________________________________________________
 BQ0208* NAD 83(1986)-  30 04 44.     (N)    104 41 06.     (W)     SCALED    
 BQ0208* NAVD 88     -       864.662  (meters)    2836.81   (feet)  POSTED    
 BQ0208  ___________________________________________________________________
 BQ0208  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 BQ0208  DYNAMIC HT  -         863.270 (meters)    2832.24  (feet)  COMP
 BQ0208  MODELED GRAV-     979,001.3   (mgal)                       NAVD 88
 BQ0208
 BQ0208  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0208
 BQ0208.The horizontal coordinates were scaled from a topographic map and have
 BQ0208.an estimated accuracy of +/- 6 seconds.
 BQ0208
 BQ0208.The orthometric height was determined by differential leveling
 BQ0208.and adjusted by the National Geodetic Survey in 1992..
 BQ0208.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0208.rate of 1.1 thru 2.0 mm/km.
 BQ0208
 BQ0208.The geoid height was determined by GEOID03.
 BQ0208
 BQ0208.The dynamic height is computed by dividing the NAVD 88
 BQ0208.geopotential number by the normal gravity value computed on the
 BQ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0208.degrees latitude (g = 980.6199 gals.).
 BQ0208
 BQ0208.The modeled gravity was interpolated from observed gravity values.
 BQ0208
 BQ0208;                    North         East    Units  Estimated Accuracy
 BQ0208;SPC TXSC     - 4,262,190.       52,160.      MT  (+/- 180 meters Scaled)
 BQ0208
 BQ0208                          SUPERSEDED SURVEY CONTROL
 BQ0208
 BQ0208  NGVD 29 (??/??/92)  864.193  (m)         2835.27   (f) ADJ UNCH    2 0
 BQ0208
 BQ0208.Superseded values are not recommended for survey control.
 BQ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0208.See file dsdata.txt to determine how the superseded data were derived.
 BQ0208
 BQ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP303275(NAD 83)
 BQ0208_MARKER: DB = BENCH MARK DISK
 BQ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0208_STAMPING: J 732 1943
 BQ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0208+STABILITY: SURFACE MOTION
 BQ0208
 BQ0208  HISTORY     - Date     Condition        Report By
 BQ0208  HISTORY     - 1943     MONUMENTED       CGS
 BQ0208
 BQ0208                          STATION DESCRIPTION
 BQ0208
 BQ0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0208'4.5 MI SE FROM CANDELARIA.
 BQ0208'THIS MARK IS 4.5 MILES SOUTHEAST ALONG THE ROAD TO RUIDOSA FROM THE
 BQ0208'SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, 0.1 MILE SOUTH OF A
 BQ0208'ARROYO, SET ON THE NORTH SIDE OF AN ARROYO, 52.0 FEET EAST OF THE
 BQ0208'CENTERLINE OF THE ROAD, 66.0 FEET EAST OF A FENCE RUNNING PARALLEL
 BQ0208'WITH THE ROAD, PROJECTING 5-INCHES ABOVE THE GROUND, 2.0 FEET SOUTH OF
 BQ0208'A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0017 ***********************************************************************
 CD0017  DESIGNATION -  J 733
 CD0017  PID         -  CD0017
 CD0017  STATE/COUNTY-  TX/CULBERSON
 CD0017  USGS QUAD   -  SCREW BEAN DRAW EAST (1973)
 CD0017
 CD0017                         *CURRENT SURVEY CONTROL
 CD0017  ___________________________________________________________________
 CD0017* NAD 83(1986)-  31 48 42.     (N)    104 02 20.     (W)     SCALED    
 CD0017* NAVD 88     -       921.781  (meters)    3024.21   (feet)  ADJUSTED  
 CD0017  ___________________________________________________________________
 CD0017  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CD0017  DYNAMIC HT  -         920.411 (meters)    3019.72  (feet)  COMP
 CD0017  MODELED GRAV-     979,123.0   (mgal)                       NAVD 88
 CD0017
 CD0017  VERT ORDER  -  SECOND    CLASS 0
 CD0017
 CD0017.The horizontal coordinates were scaled from a topographic map and have
 CD0017.an estimated accuracy of +/- 6 seconds.
 CD0017
 CD0017.The orthometric height was determined by differential leveling
 CD0017.and adjusted by the National Geodetic Survey in June 1991..
 CD0017
 CD0017.The geoid height was determined by GEOID03.
 CD0017
 CD0017.The dynamic height is computed by dividing the NAVD 88
 CD0017.geopotential number by the normal gravity value computed on the
 CD0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0017.degrees latitude (g = 980.6199 gals.).
 CD0017
 CD0017.The modeled gravity was interpolated from observed gravity values.
 CD0017
 CD0017;                    North         East    Units  Estimated Accuracy
 CD0017;SPC TX C     - 3,243,640.      349,210.      MT  (+/- 180 meters Scaled)
 CD0017
 CD0017                          SUPERSEDED SURVEY CONTROL
 CD0017
 CD0017  NGVD 29 (??/??/92)  921.302  (m)         3022.64   (f) ADJ UNCH    2 0
 CD0017
 CD0017.Superseded values are not recommended for survey control.
 CD0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0017.See file dsdata.txt to determine how the superseded data were derived.
 CD0017
 CD0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER909199(NAD 83)
 CD0017_MARKER: DB = BENCH MARK DISK
 CD0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0017_STAMPING: J 733 1943
 CD0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0017+STABILITY: SURFACE MOTION
 CD0017
 CD0017  HISTORY     - Date     Condition        Report By
 CD0017  HISTORY     - 1943     MONUMENTED       CGS
 CD0017  HISTORY     - 1972     GOOD             USGS
 CD0017
 CD0017                          STATION DESCRIPTION
 CD0017
 CD0017'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CD0017'11.0 MI W FROM ORLA.
 CD0017'TO REACH FROM ORLA, TEXAS GO WEST ON TEXAS FARM-MARKET ROAD NO. 652
 CD0017'FOR 9.3 MI. THENCE SOUTH ALONG DUVAL CORPORATIONS PRIVATE BLACK TOP
 CD0017'ROAD FOR 0.8 MI. TO A E-W PIPELINE AND ROAD, THENCE EAST FOR 1.85 MI.
 CD0017'ALONG PIPELINE ROAD.  30 FT. NORTH OF CENTERLINE ROAD AND 28 FT. WEST
 CD0017'OF POWER POLE NO. 144-20, IN CONCRETE POST, A STANDARD TABLET STAMPED
 CD0017'J 733 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0041 ***********************************************************************
 CD0041  DESIGNATION -  J 734
 CD0041  PID         -  CD0041
 CD0041  STATE/COUNTY-  TX/CULBERSON
 CD0041  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0041
 CD0041                         *CURRENT SURVEY CONTROL
 CD0041  ___________________________________________________________________
 CD0041* NAD 83(1986)-  31 50 30.     (N)    104 25 01.     (W)     SCALED    
 CD0041* NAVD 88     -      1122.240  (meters)    3681.88   (feet)  ADJUSTED  
 CD0041  ___________________________________________________________________
 CD0041  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CD0041  DYNAMIC HT  -        1120.531 (meters)    3676.28  (feet)  COMP
 CD0041  MODELED GRAV-     979,078.8   (mgal)                       NAVD 88
 CD0041
 CD0041  VERT ORDER  -  SECOND    CLASS 0
 CD0041
 CD0041.The horizontal coordinates were scaled from a topographic map and have
 CD0041.an estimated accuracy of +/- 6 seconds.
 CD0041
 CD0041.The orthometric height was determined by differential leveling
 CD0041.and adjusted by the National Geodetic Survey in June 1991..
 CD0041
 CD0041.The geoid height was determined by GEOID03.
 CD0041
 CD0041.The dynamic height is computed by dividing the NAVD 88
 CD0041.geopotential number by the normal gravity value computed on the
 CD0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0041.degrees latitude (g = 980.6199 gals.).
 CD0041
 CD0041.The modeled gravity was interpolated from observed gravity values.
 CD0041
 CD0041;                    North         East    Units  Estimated Accuracy
 CD0041;SPC TX C     - 3,248,210.      313,560.      MT  (+/- 180 meters Scaled)
 CD0041
 CD0041                          SUPERSEDED SURVEY CONTROL
 CD0041
 CD0041  NGVD 29 (??/??/92) 1121.706  (m)         3680.13   (f) ADJ UNCH    2 0
 CD0041
 CD0041.Superseded values are not recommended for survey control.
 CD0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0041.See file dsdata.txt to determine how the superseded data were derived.
 CD0041
 CD0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER551230(NAD 83)
 CD0041_MARKER: DB = BENCH MARK DISK
 CD0041_SETTING: 0 = UNSPECIFIED SETTING
 CD0041_STAMPING: J 734 1943
 CD0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0041
 CD0041  HISTORY     - Date     Condition        Report By
 CD0041  HISTORY     - 1943     MONUMENTED       CGS
 CD0041
 CD0041                          STATION DESCRIPTION
 CD0041
 CD0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0041'32.8 MI W FROM ORLA.
 CD0041'THIS MARK IS 32.8 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0041'ORLA, SET ON THE WEST SLOPE OF A HILL, 0.5 MILE WEST OF THE SUMMIT OF
 CD0041'A HILL, 27.3 FEET WEST OF POLE NUMBER 125-7, 19.5 FEET NORTH OF THE
 CD0041'CENTERLINE OF THE ROAD, PROJECTING 6-INCHES ABOVE THE GROUND, 2.0 FEET
 CD0041'EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0092 ***********************************************************************
 BB0092  DESIGNATION -  J 735
 BB0092  PID         -  BB0092
 BB0092  STATE/COUNTY-  TX/PRESIDIO
 BB0092  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0092
 BB0092                         *CURRENT SURVEY CONTROL
 BB0092  ___________________________________________________________________
 BB0092* NAD 83(1986)-  29 50 02.     (N)    104 12 40.     (W)     SCALED    
 BB0092* NAVD 88     -      1266.276  (meters)    4154.44   (feet)  ADJUSTED  
 BB0092  ___________________________________________________________________
 BB0092  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 BB0092  DYNAMIC HT  -        1264.162 (meters)    4147.50  (feet)  COMP
 BB0092  MODELED GRAV-     978,928.7   (mgal)                       NAVD 88
 BB0092
 BB0092  VERT ORDER  -  SECOND    CLASS 0
 BB0092
 BB0092.The horizontal coordinates were scaled from a topographic map and have
 BB0092.an estimated accuracy of +/- 6 seconds.
 BB0092
 BB0092.The orthometric height was determined by differential leveling
 BB0092.and adjusted by the National Geodetic Survey in June 1991..
 BB0092
 BB0092.The geoid height was determined by GEOID03.
 BB0092
 BB0092.The dynamic height is computed by dividing the NAVD 88
 BB0092.geopotential number by the normal gravity value computed on the
 BB0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0092.degrees latitude (g = 980.6199 gals.).
 BB0092
 BB0092.The modeled gravity was interpolated from observed gravity values.
 BB0092
 BB0092;                    North         East    Units  Estimated Accuracy
 BB0092;SPC TXSC     - 4,232,940.       96,580.      MT  (+/- 180 meters Scaled)
 BB0092
 BB0092                          SUPERSEDED SURVEY CONTROL
 BB0092
 BB0092  NGVD 29 (??/??/92) 1265.839  (m)         4153.01   (f) ADJ UNCH    2 0
 BB0092
 BB0092.Superseded values are not recommended for survey control.
 BB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0092.See file dsdata.txt to determine how the superseded data were derived.
 BB0092
 BB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP762006(NAD 83)
 BB0092_MARKER: DB = BENCH MARK DISK
 BB0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0092_STAMPING: J 735 1943
 BB0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0092+STABILITY: SURFACE MOTION
 BB0092
 BB0092  HISTORY     - Date     Condition        Report By
 BB0092  HISTORY     - 1943     MONUMENTED       CGS
 BB0092  HISTORY     - 1958     GOOD             NGS
 BB0092
 BB0092                          STATION DESCRIPTION
 BB0092
 BB0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0092'11.25 MI NE FROM SHAFTER.
 BB0092'ABOUT 5.5 MILES NORTH-NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE SCHOOL
 BB0092'HOUSE AT SHAFTER, THENCE ABOUT 5.75 MILES SOUTHEAST ALONG A GRADED
 BB0092'DIRT ROAD.  36 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.3
 BB0092'MILE SOUTH OF A WASH AND A SHARP CURVE TO THE SOUTH, 37 FEET EAST OF
 BB0092'THE EAST EDGE OF A WASH, 30 FEET WEST OF THE WEST END OF A CATTLE
 BB0092'GUARD, 1 1/2 FEET NORTH OF A FENCE, 1 FOOT WEST OF A WHITE WOODEN
 BB0092'WITNESS POST, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0367 ***********************************************************************
 BA0367  DESIGNATION -  J 736
 BA0367  PID         -  BA0367
 BA0367  STATE/COUNTY-  TX/PRESIDIO
 BA0367  USGS QUAD   -  HORSESHOE MOUNTAINS (1983)
 BA0367
 BA0367                         *CURRENT SURVEY CONTROL
 BA0367  ___________________________________________________________________
 BA0367* NAD 83(1986)-  29 40 01.     (N)    103 52 42.     (W)     SCALED    
 BA0367* NAVD 88     -      1238.450  (meters)    4063.15   (feet)  ADJUSTED  
 BA0367  ___________________________________________________________________
 BA0367  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 BA0367  DYNAMIC HT  -        1236.385 (meters)    4056.37  (feet)  COMP
 BA0367  MODELED GRAV-     978,932.4   (mgal)                       NAVD 88
 BA0367
 BA0367  VERT ORDER  -  SECOND    CLASS 0
 BA0367
 BA0367.The horizontal coordinates were scaled from a topographic map and have
 BA0367.an estimated accuracy of +/- 6 seconds.
 BA0367
 BA0367.The orthometric height was determined by differential leveling
 BA0367.and adjusted by the National Geodetic Survey in June 1991..
 BA0367
 BA0367.The geoid height was determined by GEOID03.
 BA0367
 BA0367.The dynamic height is computed by dividing the NAVD 88
 BA0367.geopotential number by the normal gravity value computed on the
 BA0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0367.degrees latitude (g = 980.6199 gals.).
 BA0367
 BA0367.The modeled gravity was interpolated from observed gravity values.
 BA0367
 BA0367;                    North         East    Units  Estimated Accuracy
 BA0367;SPC TXSC     - 4,213,060.      127,940.      MT  (+/- 180 meters Scaled)
 BA0367
 BA0367                          SUPERSEDED SURVEY CONTROL
 BA0367
 BA0367  NGVD 29 (??/??/92) 1238.080  (m)         4061.93   (f) ADJ UNCH    2 0
 BA0367
 BA0367.Superseded values are not recommended for survey control.
 BA0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0367.See file dsdata.txt to determine how the superseded data were derived.
 BA0367
 BA0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN085824(NAD 83)
 BA0367_MARKER: DB = BENCH MARK DISK
 BA0367_SETTING: 66 = SET IN ROCK OUTCROP
 BA0367_SP_SET: ROCK OUTCROP
 BA0367_STAMPING: J 736 1943
 BA0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0367+STABILITY: POSITION/ELEVATION WELL
 BA0367
 BA0367  HISTORY     - Date     Condition        Report By
 BA0367  HISTORY     - 1943     MONUMENTED       CGS
 BA0367  HISTORY     - 1958     GOOD             NGS
 BA0367
 BA0367                          STATION DESCRIPTION
 BA0367
 BA0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0367'14.70 MI SE FROM CASA PIEDRA.
 BA0367'ABOUT 2.15 MILE NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE
 BA0367'BUILDING AT CASA PIEDRA, THENCE ABOUT 0.95 MILE EAST ALONG A GRADED
 BA0367'DIRT ROAD, THENCE ABOUT 11.6 MILES SOUTHEAST ALONG A GRADED DIRT ROAD,
 BA0367'IN THE TOP OF A LARGE ROCK OUTCROP IN THE CENTER OF THE WASH, 61 FEET
 BA0367'EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE NORTH OF A CATTLE
 BA0367'GUARD, ABOUT 0.1 MILE NORTH OF A STEEL WINDMILL AND STONE TANK ON THE
 BA0367'WEST SIDE OF A GRAVEL CREEK BED, 13 FEET EAST OF THE WEST BANK OF THE
 BA0367'WASH, 36 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 5 1/2
 BA0367'FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0120 ***********************************************************************
 BB0120  DESIGNATION -  J 737
 BB0120  PID         -  BB0120
 BB0120  STATE/COUNTY-  TX/PRESIDIO
 BB0120  USGS QUAD   -  PLATA NE (1983)
 BB0120
 BB0120                         *CURRENT SURVEY CONTROL
 BB0120  ___________________________________________________________________
 BB0120* NAD 83(1986)-  29 56 25.     (N)    104 02 01.     (W)     SCALED    
 BB0120* NAVD 88     -      1215.204  (meters)    3986.88   (feet)  ADJUSTED  
 BB0120  ___________________________________________________________________
 BB0120  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BB0120  DYNAMIC HT  -        1213.187 (meters)    3980.26  (feet)  COMP
 BB0120  MODELED GRAV-     978,941.2   (mgal)                       NAVD 88
 BB0120
 BB0120  VERT ORDER  -  SECOND    CLASS 0
 BB0120
 BB0120.The horizontal coordinates were scaled from a topographic map and have
 BB0120.an estimated accuracy of +/- 6 seconds.
 BB0120
 BB0120.The orthometric height was determined by differential leveling
 BB0120.and adjusted by the National Geodetic Survey in June 1991..
 BB0120
 BB0120.The geoid height was determined by GEOID03.
 BB0120
 BB0120.The dynamic height is computed by dividing the NAVD 88
 BB0120.geopotential number by the normal gravity value computed on the
 BB0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0120.degrees latitude (g = 980.6199 gals.).
 BB0120
 BB0120.The modeled gravity was interpolated from observed gravity values.
 BB0120
 BB0120;                    North         East    Units  Estimated Accuracy
 BB0120;SPC TXSC     - 4,243,970.      114,220.      MT  (+/- 180 meters Scaled)
 BB0120
 BB0120                          SUPERSEDED SURVEY CONTROL
 BB0120
 BB0120  NGVD 29 (??/??/92) 1214.78   (m)         3985.5    (f) COMPUTED    2 0
 BB0120
 BB0120.Superseded values are not recommended for survey control.
 BB0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0120.See file dsdata.txt to determine how the superseded data were derived.
 BB0120
 BB0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP932125(NAD 83)
 BB0120_MARKER: DB = BENCH MARK DISK
 BB0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0120_STAMPING: J 737 1943
 BB0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0120+STABILITY: SURFACE MOTION
 BB0120
 BB0120  HISTORY     - Date     Condition        Report By
 BB0120  HISTORY     - 1943     MONUMENTED       CGS
 BB0120
 BB0120                          STATION DESCRIPTION
 BB0120
 BB0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0120'5.9 MI NW FROM PLATA.
 BB0120'ABOUT 5.9 MILES NORTHWEST OF PLATA ALONG THE MARFA-LAJITAS ROAD, AT A
 BB0120'CATTLE GUARD ACROSS THE ROAD, IN LINE WITH THE LINE OF TELEPHONE
 BB0120'POLES, 1 FOOT SOUTH OF THE EASTWEST FENCE LINE, 1 1/2 FEET SOUTHWEST
 BB0120'OF A WHITE REFERENCE POST AND IS A BENCH MARK DISK SET IN THE TOP OF A
 BB0120'CONCRETE POST ABOUT 50 FEET EAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0121 ***********************************************************************
 BB0121  DESIGNATION -  J 737 RESET 1950
 BB0121  PID         -  BB0121
 BB0121  STATE/COUNTY-  TX/PRESIDIO
 BB0121  USGS QUAD   -  PLATA NE (1983)
 BB0121
 BB0121                         *CURRENT SURVEY CONTROL
 BB0121  ___________________________________________________________________
 BB0121* NAD 83(1986)-  29 56 29.     (N)    104 02 01.     (W)     SCALED    
 BB0121* NAVD 88     -      1215.28   (meters)    3987.1    (feet)  RESET     
 BB0121  ___________________________________________________________________
 BB0121  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BB0121
 BB0121  VERT ORDER  -  THIRD
 BB0121
 BB0121.The horizontal coordinates were scaled from a topographic map and have
 BB0121.an estimated accuracy of +/- 6 seconds.
 BB0121
 BB0121.The orthometric height was computed from unverified reset data.
 BB0121
 BB0121.The geoid height was determined by GEOID03.
 BB0121
 BB0121;                    North         East    Units  Estimated Accuracy
 BB0121;SPC TXSC     - 4,244,090.      114,230.      MT  (+/- 180 meters Scaled)
 BB0121
 BB0121                          SUPERSEDED SURVEY CONTROL
 BB0121
 BB0121.No superseded survey control is available for this station.
 BB0121
 BB0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP932126(NAD 83)
 BB0121_MARKER: DB = BENCH MARK DISK
 BB0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0121_STAMPING: J 737 RESET 1950
 BB0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0121+STABILITY: SURFACE MOTION
 BB0121
 BB0121  HISTORY     - Date     Condition        Report By
 BB0121  HISTORY     - 1950     MONUMENTED       TXHD
 BB0121  HISTORY     - 1958     GOOD             NGS
 BB0121
 BB0121                          STATION DESCRIPTION
 BB0121
 BB0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0121'5.55 MI N FROM PLATA.
 BB0121'ABOUT 5.55 MILES NORTH ALONG FARM ROAD 169 FROM THE RAILROAD SECTION
 BB0121'FOREMANS HOUSE AT PLATA, 52 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BB0121'ABOUT 0.2 MILE NORTH OF A STEEL CULVERT AT THE NORTH END OF A CURVE IN
 BB0121'THE ROAD, ABOUT 0.1 MILE SOUTH OF A POWER LINE CROSSING THE ROAD, 23
 BB0121'1/2 FEET NORTH OF A TEE FENCE, 1 FOOT EAST OF A WOVEN WIRE FENCE, 1
 BB0121'1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 BB0121'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0323 ***********************************************************************
 BA0323  DESIGNATION -  J 738
 BA0323  PID         -  BA0323
 BA0323  STATE/COUNTY-  TX/PRESIDIO
 BA0323  USGS QUAD   -  PUERTO POTRILLO (1983)
 BA0323
 BA0323                         *CURRENT SURVEY CONTROL
 BA0323  ___________________________________________________________________
 BA0323* NAD 83(1986)-  29 49 38.     (N)    103 54 05.     (W)     SCALED    
 BA0323* NAVD 88     -      1259.423  (meters)    4131.96   (feet)  POSTED    
 BA0323  ___________________________________________________________________
 BA0323  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BA0323  DYNAMIC HT  -        1257.340 (meters)    4125.12  (feet)  COMP
 BA0323  MODELED GRAV-     978,941.8   (mgal)                       NAVD 88
 BA0323
 BA0323  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0323
 BA0323.The horizontal coordinates were scaled from a topographic map and have
 BA0323.an estimated accuracy of +/- 6 seconds.
 BA0323
 BA0323.The orthometric height was determined by differential leveling
 BA0323.and adjusted by the National Geodetic Survey in 1992..
 BA0323.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0323.rate of 2.1 thru 3.0 mm/km.
 BA0323
 BA0323.The geoid height was determined by GEOID03.
 BA0323
 BA0323.The dynamic height is computed by dividing the NAVD 88
 BA0323.geopotential number by the normal gravity value computed on the
 BA0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0323.degrees latitude (g = 980.6199 gals.).
 BA0323
 BA0323.The modeled gravity was interpolated from observed gravity values.
 BA0323
 BA0323;                    North         East    Units  Estimated Accuracy
 BA0323;SPC TXSC     - 4,230,900.      126,450.      MT  (+/- 180 meters Scaled)
 BA0323
 BA0323                          SUPERSEDED SURVEY CONTROL
 BA0323
 BA0323  NGVD 29 (??/??/92) 1259.013  (m)         4130.61   (f) ADJ UNCH    2 0
 BA0323
 BA0323.Superseded values are not recommended for survey control.
 BA0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0323.See file dsdata.txt to determine how the superseded data were derived.
 BA0323
 BA0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP061001(NAD 83)
 BA0323_MARKER: DB = BENCH MARK DISK
 BA0323_SETTING: 66 = SET IN ROCK OUTCROP
 BA0323_SP_SET: ROCK OUTCROP
 BA0323_STAMPING: J 738 1943
 BA0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0323+STABILITY: POSITION/ELEVATION WELL
 BA0323
 BA0323  HISTORY     - Date     Condition        Report By
 BA0323  HISTORY     - 1943     MONUMENTED       CGS
 BA0323  HISTORY     - 1958     GOOD             NGS
 BA0323
 BA0323                          STATION DESCRIPTION
 BA0323
 BA0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0323'10.0 MI SE FROM PLATA.
 BA0323'ABOUT 3.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD
 BA0323'SECTION FOREMANS HOUSE AT PLATA, THENCE ABOUT 6.75 MILES EAST ALONG A
 BA0323'PRIVATE TRACK ROAD LEADING TO THE C. L. HANCOCK RANCH.  IN THE TOP AND
 BA0323'AT THE LOWER END OF THE ROCK OUTCROP, AT THE TOP OF A SMALL ROCKY
 BA0323'PASS, 70 FEET NORTH OF A POWER LINE, 25 FEET NORTH OF THE CENTER LINE
 BA0323'OF THE ROAD, AND PROJECTING ABUT 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0217 ***********************************************************************
 BB0217  DESIGNATION -  J 739
 BB0217  PID         -  BB0217
 BB0217  STATE/COUNTY-  TX/PRESIDIO
 BB0217  USGS QUAD   -  INDIO (1979)
 BB0217
 BB0217                         *CURRENT SURVEY CONTROL
 BB0217  ___________________________________________________________________
 BB0217* NAD 83(1986)-  29 40 58.     (N)    104 30 33.     (W)     SCALED    
 BB0217* NAVD 88     -       803.322  (meters)    2635.57   (feet)  POSTED    
 BB0217  ___________________________________________________________________
 BB0217  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 BB0217  DYNAMIC HT  -         802.020 (meters)    2631.29  (feet)  COMP
 BB0217  MODELED GRAV-     978,999.7   (mgal)                       NAVD 88
 BB0217
 BB0217  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0217
 BB0217.The horizontal coordinates were scaled from a topographic map and have
 BB0217.an estimated accuracy of +/- 6 seconds.
 BB0217
 BB0217.The orthometric height was determined by differential leveling
 BB0217.and adjusted by the National Geodetic Survey in 1992..
 BB0217.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0217.rate of 1.1 thru 2.0 mm/km.
 BB0217
 BB0217.The geoid height was determined by GEOID03.
 BB0217
 BB0217.The dynamic height is computed by dividing the NAVD 88
 BB0217.geopotential number by the normal gravity value computed on the
 BB0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0217.degrees latitude (g = 980.6199 gals.).
 BB0217
 BB0217.The modeled gravity was interpolated from observed gravity values.
 BB0217
 BB0217;                    North         East    Units  Estimated Accuracy
 BB0217;SPC TXSC     - 4,217,520.       67,020.      MT  (+/- 180 meters Scaled)
 BB0217
 BB0217                          SUPERSEDED SURVEY CONTROL
 BB0217
 BB0217  NGVD 29 (??/??/92)  802.898  (m)         2634.17   (f) ADJ UNCH    2 0
 BB0217
 BB0217.Superseded values are not recommended for survey control.
 BB0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0217.See file dsdata.txt to determine how the superseded data were derived.
 BB0217
 BB0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN474837(NAD 83)
 BB0217_MARKER: DB = BENCH MARK DISK
 BB0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0217_STAMPING: J 739 1943
 BB0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0217+STABILITY: SURFACE MOTION
 BB0217
 BB0217  HISTORY     - Date     Condition        Report By
 BB0217  HISTORY     - 1943     MONUMENTED       CGS
 BB0217  HISTORY     - 1966     GOOD             NGS
 BB0217
 BB0217                          STATION DESCRIPTION
 BB0217
 BB0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BB0217'13.0 MI NW FROM PRESIDIO.
 BB0217'ABOUT 13.0 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE POST
 BB0217'OFFICE AT PRESIDIO, PRESIDIO COUNTY, 135.0 FEET NORTH OF THE NORTHWEST
 BB0217'END OF A 20 FEET BRIDGE, 96.0 FEET SOUTHEAST OF A ROAD RUNNING
 BB0217'SOUTHWEST, 90 PACES EAST OF THE CENTERLINE OF THE PAVED ROAD, 2.0 FEET
 BB0217'SOUTHWEST OF A WHITE REFERENCE POST, AND PROJECTING ABOUT 6 INCHES
 BB0217'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0374 ***********************************************************************
 CA0374  DESIGNATION -  J 74
 CA0374  PID         -  CA0374
 CA0374  STATE/COUNTY-  TX/COLEMAN
 CA0374  USGS QUAD   -  COLEMAN (1987)
 CA0374
 CA0374                         *CURRENT SURVEY CONTROL
 CA0374  ___________________________________________________________________
 CA0374* NAD 83(1986)-  31 47 59.     (N)    099 23 12.     (W)     SCALED    
 CA0374* NAVD 88     -       527.387  (meters)    1730.27   (feet)  ADJUSTED  
 CA0374  ___________________________________________________________________
 CA0374  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CA0374  DYNAMIC HT  -         526.692 (meters)    1727.99  (feet)  COMP
 CA0374  MODELED GRAV-     979,306.5   (mgal)                       NAVD 88
 CA0374
 CA0374  VERT ORDER  -  FIRST     CLASS II
 CA0374
 CA0374.The horizontal coordinates were scaled from a topographic map and have
 CA0374.an estimated accuracy of +/- 6 seconds.
 CA0374
 CA0374.The orthometric height was determined by differential leveling
 CA0374.and adjusted by the National Geodetic Survey in June 1991..
 CA0374
 CA0374.The geoid height was determined by GEOID03.
 CA0374
 CA0374.The dynamic height is computed by dividing the NAVD 88
 CA0374.geopotential number by the normal gravity value computed on the
 CA0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0374.degrees latitude (g = 980.6199 gals.).
 CA0374
 CA0374.The modeled gravity was interpolated from observed gravity values.
 CA0374
 CA0374;                    North         East    Units  Estimated Accuracy
 CA0374;SPC TX C     - 3,236,850.      789,640.      MT  (+/- 180 meters Scaled)
 CA0374
 CA0374                          SUPERSEDED SURVEY CONTROL
 CA0374
 CA0374  NGVD 29 (??/??/92)  527.276  (m)         1729.90   (f) ADJ UNCH    1 2
 CA0374
 CA0374.Superseded values are not recommended for survey control.
 CA0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0374.See file dsdata.txt to determine how the superseded data were derived.
 CA0374
 CA0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA633183(NAD 83)
 CA0374_MARKER: DB = BENCH MARK DISK
 CA0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0374_STAMPING: 1729.905 J 74 1931
 CA0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0374+STABILITY: SURFACE MOTION
 CA0374
 CA0374  HISTORY     - Date     Condition        Report By
 CA0374  HISTORY     - 1931     MONUMENTED       CGS
 CA0374  HISTORY     - 1944     GOOD             NGS
 CA0374  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0374
 CA0374                          STATION DESCRIPTION
 CA0374
 CA0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CA0374'2.8 MI SE FROM COLEMAN.
 CA0374'2.8 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 CA0374'THE STATION AT COLEMAN, COLEMAN COUNTY, 23 RAILS NORTHWEST OF A
 CA0374'CONCRETE BRIDGE OVER U. S. HIGHWAY 67, 51.3 FEET SOUTHWEST OF THE
 CA0374'SOUTHWEST RAIL, 10 FEET NORTHWEST OF A POLE, AND 3.5 FEET SOUTHWEST OF
 CA0374'A FENCE.  A STANDARD DISK, STAMPED 1729.905 J 74 1931 AND SET IN THE
 CA0374'TOP OF A CONCRETE POST.
 CA0374
 CA0374                          STATION RECOVERY (1982)
 CA0374
 CA0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0374'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0073 ***********************************************************************
 BA0073  DESIGNATION -  J 740
 BA0073  PID         -  BA0073
 BA0073  STATE/COUNTY-  TX/BREWSTER
 BA0073  USGS QUAD   -  SANTIAGO PEAK (1983)
 BA0073
 BA0073                         *CURRENT SURVEY CONTROL
 BA0073  ___________________________________________________________________
 BA0073* NAD 83(1986)-  29 46 01.     (N)    103 24 17.     (W)     SCALED    
 BA0073* NAVD 88     -      1044.439  (meters)    3426.63   (feet)  ADJUSTED  
 BA0073  ___________________________________________________________________
 BA0073  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 BA0073  DYNAMIC HT  -        1042.752 (meters)    3421.10  (feet)  COMP
 BA0073  MODELED GRAV-     978,991.1   (mgal)                       NAVD 88
 BA0073
 BA0073  VERT ORDER  -  SECOND    CLASS 0
 BA0073
 BA0073.The horizontal coordinates were scaled from a topographic map and have
 BA0073.an estimated accuracy of +/- 6 seconds.
 BA0073
 BA0073.The orthometric height was determined by differential leveling
 BA0073.and adjusted by the National Geodetic Survey in June 1991..
 BA0073
 BA0073.The geoid height was determined by GEOID03.
 BA0073
 BA0073.The dynamic height is computed by dividing the NAVD 88
 BA0073.geopotential number by the normal gravity value computed on the
 BA0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0073.degrees latitude (g = 980.6199 gals.).
 BA0073
 BA0073.The modeled gravity was interpolated from observed gravity values.
 BA0073
 BA0073;                    North         East    Units  Estimated Accuracy
 BA0073;SPC TXSC     - 4,222,320.      174,160.      MT  (+/- 180 meters Scaled)
 BA0073
 BA0073                          SUPERSEDED SURVEY CONTROL
 BA0073
 BA0073  NGVD 29 (??/??/92) 1044.034  (m)         3425.30   (f) ADJ UNCH    2 0
 BA0073
 BA0073.Superseded values are not recommended for survey control.
 BA0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0073.See file dsdata.txt to determine how the superseded data were derived.
 BA0073
 BA0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN542940(NAD 83)
 BA0073_MARKER: DB = BENCH MARK DISK
 BA0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0073_STAMPING: J 740 1943
 BA0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0073+STABILITY: SURFACE MOTION
 BA0073
 BA0073  HISTORY     - Date     Condition        Report By
 BA0073  HISTORY     - 1943     MONUMENTED       CGS
 BA0073  HISTORY     - 1958     GOOD             NGS
 BA0073  HISTORY     - 1967     MARK NOT FOUND   NGS
 BA0073  HISTORY     - 1976     MARK NOT FOUND   USGS
 BA0073
 BA0073                          STATION DESCRIPTION
 BA0073
 BA0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0073'53.75 MI S FROM ALPINE.
 BA0073'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0073'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0073'118, THENCE ABOUT 10.6 MILES EAST ALONG A GRADED DIRT ROAD LEADING TO
 BA0073'THE A. M. POTTER RANCH, THENCE ABOUT 0.5 MILE EAST ACROSS A SMALL
 BA0073'VALLEY PASTURE.  148 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD
 BA0073'WHICH FOLLOWS HIGH GROUND OUT OF THE VALLEY, ABOUT 100 YARDS NORTHWEST
 BA0073'OF A PROMINENT HILL, 152 FEET SOUTH OF A FENCE CORNER POST, 24 1/2
 BA0073'FEET EAST OF A FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 BA0073'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BA0073
 BA0073                          STATION RECOVERY (1967)
 BA0073
 BA0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BA0073'MARK NOT FOUND.
 BA0073
 BA0073                          STATION RECOVERY (1976)
 BA0073
 BA0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0097 ***********************************************************************
 BA0097  DESIGNATION -  J 741
 BA0097  PID         -  BA0097
 BA0097  STATE/COUNTY-  TX/BREWSTER
 BA0097  USGS QUAD   -  MARAVILLAS GAP (1983)
 BA0097
 BA0097                         *CURRENT SURVEY CONTROL
 BA0097  ___________________________________________________________________
 BA0097* NAD 83(1986)-  29 55 48.     (N)    103 15 40.     (W)     SCALED    
 BA0097* NAVD 88     -      1009.222  (meters)    3311.09   (feet)  ADJUSTED  
 BA0097  ___________________________________________________________________
 BA0097  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BA0097  DYNAMIC HT  -        1007.601 (meters)    3305.77  (feet)  COMP
 BA0097  MODELED GRAV-     979,002.7   (mgal)                       NAVD 88
 BA0097
 BA0097  VERT ORDER  -  SECOND    CLASS 0
 BA0097
 BA0097.The horizontal coordinates were scaled from a topographic map and have
 BA0097.an estimated accuracy of +/- 6 seconds.
 BA0097
 BA0097.The orthometric height was determined by differential leveling
 BA0097.and adjusted by the National Geodetic Survey in June 1991..
 BA0097
 BA0097.The geoid height was determined by GEOID03.
 BA0097
 BA0097.The dynamic height is computed by dividing the NAVD 88
 BA0097.geopotential number by the normal gravity value computed on the
 BA0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0097.degrees latitude (g = 980.6199 gals.).
 BA0097
 BA0097.The modeled gravity was interpolated from observed gravity values.
 BA0097
 BA0097;                    North         East    Units  Estimated Accuracy
 BA0097;SPC TXSC     - 4,239,860.      188,700.      MT  (+/- 180 meters Scaled)
 BA0097
 BA0097                          SUPERSEDED SURVEY CONTROL
 BA0097
 BA0097  NGVD 29 (??/??/92) 1008.853  (m)         3309.88   (f) ADJ UNCH    2 0
 BA0097
 BA0097.Superseded values are not recommended for survey control.
 BA0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0097.See file dsdata.txt to determine how the superseded data were derived.
 BA0097
 BA0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP678123(NAD 83)
 BA0097_MARKER: DB = BENCH MARK DISK
 BA0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0097_STAMPING: J 741 1943
 BA0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0097+STABILITY: SURFACE MOTION
 BA0097
 BA0097  HISTORY     - Date     Condition        Report By
 BA0097  HISTORY     - 1943     MONUMENTED       CGS
 BA0097  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0097  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0097
 BA0097                          STATION DESCRIPTION
 BA0097
 BA0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0097'15.5 MI NW FROM TWIN MILLS.
 BA0097'THIS MARK IS ABOUT 15.5 MILES NORTHWEST ALONG STATE HIGHWAY 227 FROM
 BA0097'THE TWIN MILLS STORE AT TWIN MILLS, BREWSTER COUNTY, AT A SHARP ANGLE
 BA0097'IN THE HIGHWAY, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 BA0097'104 FEET NORTHEAST OF A WINDMILL, 1.5 FEET NORTHEAST OF A WIRE FENCE
 BA0097'WHICH RUNS PARALLEL WITH THE HIGHWAY, 175 FEET NORTHWEST OF A CATTLE
 BA0097'GUARD, 4 FEET SOUTHEAST OF THE NORTHWEST FENCE CORNER, ABOUT 4 FEET
 BA0097'LOWER THAN THE HIGHWAY, 2 FEET NORTH OF A STANDARD REFERENCE POST.
 BA0097
 BA0097                          STATION RECOVERY (1958)
 BA0097
 BA0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0097'MARK NOT FOUND.
 BA0097
 BA0097                          STATION RECOVERY (2001)
 BA0097
 BA0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0097'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0163 ***********************************************************************
 BA0163  DESIGNATION -  J 742
 BA0163  PID         -  BA0163
 BA0163  STATE/COUNTY-  TX/BREWSTER
 BA0163  USGS QUAD   -  SAN VICENTE (1971)
 BA0163
 BA0163                         *CURRENT SURVEY CONTROL
 BA0163  ___________________________________________________________________
 BA0163* NAD 83(1986)-  29 11 48.     (N)    103 01 42.     (W)     SCALED    
 BA0163* NAVD 88     -       628.620  (meters)    2062.40   (feet)  ADJUSTED  
 BA0163  ___________________________________________________________________
 BA0163  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0163  DYNAMIC HT  -         627.624 (meters)    2059.13  (feet)  COMP
 BA0163  MODELED GRAV-     979,039.2   (mgal)                       NAVD 88
 BA0163
 BA0163  VERT ORDER  -  FIRST     CLASS II
 BA0163
 BA0163.The horizontal coordinates were scaled from a topographic map and have
 BA0163.an estimated accuracy of +/- 6 seconds.
 BA0163
 BA0163.The orthometric height was determined by differential leveling
 BA0163.and adjusted by the National Geodetic Survey in June 1991..
 BA0163
 BA0163.The geoid height was determined by GEOID03.
 BA0163
 BA0163.The dynamic height is computed by dividing the NAVD 88
 BA0163.geopotential number by the normal gravity value computed on the
 BA0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0163.degrees latitude (g = 980.6199 gals.).
 BA0163
 BA0163.The modeled gravity was interpolated from observed gravity values.
 BA0163
 BA0163;                    North         East    Units  Estimated Accuracy
 BA0163;SPC TXSC     - 4,157,840.      208,360.      MT  (+/- 180 meters Scaled)
 BA0163
 BA0163                          SUPERSEDED SURVEY CONTROL
 BA0163
 BA0163  NGVD 29 (??/??/92)  628.271  (m)         2061.25   (f) ADJ UNCH    1 2
 BA0163
 BA0163.Superseded values are not recommended for survey control.
 BA0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0163.See file dsdata.txt to determine how the superseded data were derived.
 BA0163
 BA0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN916313(NAD 83)
 BA0163_MARKER: DB = BENCH MARK DISK
 BA0163_SETTING: 66 = SET IN ROCK OUTCROP
 BA0163_SP_SET: OUTCROP
 BA0163_STAMPING: J 742 1943
 BA0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0163+STABILITY: POSITION/ELEVATION WELL
 BA0163
 BA0163  HISTORY     - Date     Condition        Report By
 BA0163  HISTORY     - 1943     MONUMENTED       CGS
 BA0163  HISTORY     - 1958     GOOD             NGS
 BA0163  HISTORY     - 20030422 GOOD             USPSQD
 BA0163
 BA0163                          STATION DESCRIPTION
 BA0163
 BA0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0163'14.0 MI SE FROM PARK HEADQUARTERS.
 BA0163'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0163'BUILDING, THENCE 13.5 MILES SOUTHEAST ALONG A PAVED ROAD.  IN THE TOP
 BA0163'OF A SANDSTONE OUTCROP PROJECTING 4 FEET ON THE EAST SIDE, 234 FEET
 BA0163'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A CAIRN,
 BA0163'AND ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
 BA0163
 BA0163                          STATION RECOVERY (2003)
 BA0163
 BA0163'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0031 ***********************************************************************
 BA0031  DESIGNATION -  J 743
 BA0031  PID         -  BA0031
 BA0031  STATE/COUNTY-  TX/BREWSTER
 BA0031  USGS QUAD   -  SAN FRANCISCO SHUTUP (1983)
 BA0031
 BA0031                         *CURRENT SURVEY CONTROL
 BA0031  ___________________________________________________________________
 BA0031* NAD 83(1986)-  29 58 37.     (N)    102 38 22.     (W)     SCALED    
 BA0031* NAVD 88     -       795.904  (meters)    2611.23   (feet)  ADJUSTED  
 BA0031  ___________________________________________________________________
 BA0031  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 BA0031  DYNAMIC HT  -         794.683 (meters)    2607.22  (feet)  COMP
 BA0031  MODELED GRAV-     979,080.7   (mgal)                       NAVD 88
 BA0031
 BA0031  VERT ORDER  -  FIRST     CLASS II
 BA0031
 BA0031.The horizontal coordinates were scaled from a topographic map and have
 BA0031.an estimated accuracy of +/- 6 seconds.
 BA0031
 BA0031.The orthometric height was determined by differential leveling
 BA0031.and adjusted by the National Geodetic Survey in June 1991..
 BA0031
 BA0031.The geoid height was determined by GEOID03.
 BA0031
 BA0031.The dynamic height is computed by dividing the NAVD 88
 BA0031.geopotential number by the normal gravity value computed on the
 BA0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0031.degrees latitude (g = 980.6199 gals.).
 BA0031
 BA0031.The modeled gravity was interpolated from observed gravity values.
 BA0031
 BA0031;                    North         East    Units  Estimated Accuracy
 BA0031;SPC TXSC     - 4,243,040.      248,850.      MT  (+/- 180 meters Scaled)
 BA0031
 BA0031                          SUPERSEDED SURVEY CONTROL
 BA0031
 BA0031  NGVD 29 (??/??/92)  795.632  (m)         2610.34   (f) ADJ UNCH    1 2
 BA0031
 BA0031.Superseded values are not recommended for survey control.
 BA0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0031.See file dsdata.txt to determine how the superseded data were derived.
 BA0031
 BA0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP277185(NAD 83)
 BA0031_MARKER: DB = BENCH MARK DISK
 BA0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0031_STAMPING: J 743 1943
 BA0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0031+STABILITY: SURFACE MOTION
 BA0031
 BA0031  HISTORY     - Date     Condition        Report By
 BA0031  HISTORY     - 1943     MONUMENTED       CGS
 BA0031  HISTORY     - 1958     GOOD             NGS
 BA0031
 BA0031                          STATION DESCRIPTION
 BA0031
 BA0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0031'16.65 MI S FROM LONGFELLOW.
 BA0031'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BA0031'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 15.65 MILES SOUTH
 BA0031'ALONG A DIRT ROAD.  25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BA0031'21 FEET EAST OF THE EAST CORNER OF A CATTLE GUARD ACROSS THE ROAD, 38
 BA0031'1/2 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 BA0031'WEST, 1 1/2 FEET SOUTH OF A FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN
 BA0031'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 BA0031'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0084 ***********************************************************************
 BB0084  DESIGNATION -  J 744
 BB0084  PID         -  BB0084
 BB0084  STATE/COUNTY-  TX/PRESIDIO
 BB0084  USGS QUAD   -  MANZANILLO CANYON (1983)
 BB0084
 BB0084                         *CURRENT SURVEY CONTROL
 BB0084  ___________________________________________________________________
 BB0084* NAD 83(1986)-  29 31 00.     (N)    104 07 01.     (W)     SCALED    
 BB0084* NAVD 88     -      1045.064  (meters)    3428.68   (feet)  ADJUSTED  
 BB0084  ___________________________________________________________________
 BB0084  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 BB0084  DYNAMIC HT  -        1043.330 (meters)    3422.99  (feet)  COMP
 BB0084  MODELED GRAV-     978,949.2   (mgal)                       NAVD 88
 BB0084
 BB0084  VERT ORDER  -  FIRST     CLASS II
 BB0084
 BB0084.The horizontal coordinates were scaled from a topographic map and have
 BB0084.an estimated accuracy of +/- 6 seconds.
 BB0084
 BB0084.The orthometric height was determined by differential leveling
 BB0084.and adjusted by the National Geodetic Survey in June 1991..
 BB0084
 BB0084.The geoid height was determined by GEOID03.
 BB0084
 BB0084.The dynamic height is computed by dividing the NAVD 88
 BB0084.geopotential number by the normal gravity value computed on the
 BB0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0084.degrees latitude (g = 980.6199 gals.).
 BB0084
 BB0084.The modeled gravity was interpolated from observed gravity values.
 BB0084
 BB0084;                    North         East    Units  Estimated Accuracy
 BB0084;SPC TXSC     - 4,197,410.      104,130.      MT  (+/- 180 meters Scaled)
 BB0084
 BB0084                          SUPERSEDED SURVEY CONTROL
 BB0084
 BB0084  NGVD 29 (??/??/92) 1044.721  (m)         3427.56   (f) ADJ UNCH    1 2
 BB0084
 BB0084.Superseded values are not recommended for survey control.
 BB0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0084.See file dsdata.txt to determine how the superseded data were derived.
 BB0084
 BB0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN855655(NAD 83)
 BB0084_MARKER: DB = BENCH MARK DISK
 BB0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0084_SP_SET: DRILL HOLE
 BB0084_STAMPING: J 744 1943
 BB0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0084
 BB0084  HISTORY     - Date     Condition        Report By
 BB0084  HISTORY     - 1943     MONUMENTED       CGS
 BB0084  HISTORY     - 1958     MARK NOT FOUND   NGS
 BB0084  HISTORY     - 20020205 MARK NOT FOUND   USPSQD
 BB0084
 BB0084                          STATION DESCRIPTION
 BB0084
 BB0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0084'6.1 MI SE FROM BOTILLA RANCH HDQTRS.
 BB0084'ABOUT 2.2 MILES SOUTHWEST OF THE BOTILLA RANCH HEADQUARTERS AND 3.9
 BB0084'MILES EAST ALONG THE ABANDONED TERLINGUA-PRESIDIO TRAIL, 0.4 MILE
 BB0084'NORTH AIRLINE FROM A ROCK CORRAL, IN THE BED OF A WASH, SET IN THE TOP
 BB0084'OF A ROCK OUTCROP ABOUT 9 FEET EAST OF THE TRAIL, A BENCH MARK DISK
 BB0084'SET IN THE TOP OF A BOULDER.  NOTE-- IT IS HARD TO DETERMINE WHICH
 BB0084'ROAD THE LINE FOLLOWS, ALL VISIBLE TRAILS WERE SEARCHED.
 BB0084
 BB0084                          STATION RECOVERY (1958)
 BB0084
 BB0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BB0084'MARK NOT FOUND.
 BB0084
 BB0084                          STATION RECOVERY (2002)
 BB0084
 BB0084'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BB0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0138 ***********************************************************************
 BA0138  DESIGNATION -  J 746
 BA0138  PID         -  BA0138
 BA0138  STATE/COUNTY-  TX/BREWSTER
 BA0138  USGS QUAD   -  MARISCAL MOUNTAIN (1971)
 BA0138
 BA0138                         *CURRENT SURVEY CONTROL
 BA0138  ___________________________________________________________________
 BA0138* NAD 83(1986)-  29 03 32.     (N)    103 12 59.     (W)     SCALED    
 BA0138* NAVD 88     -       674.934  (meters)    2214.35   (feet)  ADJUSTED  
 BA0138  ___________________________________________________________________
 BA0138  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BA0138  DYNAMIC HT  -         673.855 (meters)    2210.81  (feet)  COMP
 BA0138  MODELED GRAV-     979,024.0   (mgal)                       NAVD 88
 BA0138
 BA0138  VERT ORDER  -  FIRST     CLASS II
 BA0138
 BA0138.The horizontal coordinates were scaled from a topographic map and have
 BA0138.an estimated accuracy of +/- 6 seconds.
 BA0138
 BA0138.The orthometric height was determined by differential leveling
 BA0138.and adjusted by the National Geodetic Survey in June 1991..
 BA0138
 BA0138.The geoid height was determined by GEOID03.
 BA0138
 BA0138.The dynamic height is computed by dividing the NAVD 88
 BA0138.geopotential number by the normal gravity value computed on the
 BA0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0138.degrees latitude (g = 980.6199 gals.).
 BA0138
 BA0138.The modeled gravity was interpolated from observed gravity values.
 BA0138
 BA0138;                    North         East    Units  Estimated Accuracy
 BA0138;SPC TXSC     - 4,143,220.      189,530.      MT  (+/- 180 meters Scaled)
 BA0138
 BA0138                          SUPERSEDED SURVEY CONTROL
 BA0138
 BA0138  NGVD 29 (??/??/92)  674.566  (m)         2213.14   (f) ADJ UNCH    1 2
 BA0138
 BA0138.Superseded values are not recommended for survey control.
 BA0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0138.See file dsdata.txt to determine how the superseded data were derived.
 BA0138
 BA0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN736158(NAD 83)
 BA0138_MARKER: DB = BENCH MARK DISK
 BA0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0138_STAMPING: J 746 1943
 BA0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0138+STABILITY: SURFACE MOTION
 BA0138
 BA0138  HISTORY     - Date     Condition        Report By
 BA0138  HISTORY     - 1943     MONUMENTED       CGS
 BA0138  HISTORY     - 1958     GOOD             NGS
 BA0138
 BA0138                          STATION DESCRIPTION
 BA0138
 BA0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0138'27.5 MI E FROM CASTOLON.
 BA0138'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0138'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0138'5.3 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.9 MILES
 BA0138'NORTHEAST ALONG A GRADED DIRT ROAD.  38 FEET SOUTHEAST OF THE CENTER
 BA0138'LINE OF THE ROAD, ON THE INSIDE OF A CURVE, 2 FEET NORTHWEST OF A
 BA0138'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 BA0138'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0290 ***********************************************************************
 BP0290  DESIGNATION -  J 747
 BP0290  PID         -  BP0290
 BP0290  STATE/COUNTY-  TX/BREWSTER
 BP0290  USGS QUAD   -  MARATHON (1983)
 BP0290
 BP0290                         *CURRENT SURVEY CONTROL
 BP0290  ___________________________________________________________________
 BP0290* NAD 83(1986)-  30 12 20.     (N)    103 14 36.     (W)     SCALED    
 BP0290* NAVD 88     -      1233.967  (meters)    4048.44   (feet)  ADJUSTED  
 BP0290  ___________________________________________________________________
 BP0290  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BP0290  DYNAMIC HT  -        1231.954 (meters)    4041.84  (feet)  COMP
 BP0290  MODELED GRAV-     978,967.4   (mgal)                       NAVD 88
 BP0290
 BP0290  VERT ORDER  -  SECOND    CLASS 0
 BP0290
 BP0290.The horizontal coordinates were scaled from a topographic map and have
 BP0290.an estimated accuracy of +/- 6 seconds.
 BP0290
 BP0290.The orthometric height was determined by differential leveling
 BP0290.and adjusted by the National Geodetic Survey in June 1991..
 BP0290
 BP0290.The geoid height was determined by GEOID03.
 BP0290
 BP0290.The dynamic height is computed by dividing the NAVD 88
 BP0290.geopotential number by the normal gravity value computed on the
 BP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0290.degrees latitude (g = 980.6199 gals.).
 BP0290
 BP0290.The modeled gravity was interpolated from observed gravity values.
 BP0290
 BP0290;                    North         East    Units  Estimated Accuracy
 BP0290;SPC TXSC     - 4,270,330.      191,520.      MT  (+/- 180 meters Scaled)
 BP0290
 BP0290                          SUPERSEDED SURVEY CONTROL
 BP0290
 BP0290  NGVD 29 (??/??/92) 1233.55   (m)         4047.1    (f) COMPUTED    2 0
 BP0290
 BP0290.Superseded values are not recommended for survey control.
 BP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0290.See file dsdata.txt to determine how the superseded data were derived.
 BP0290
 BP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP690428(NAD 83)
 BP0290_MARKER: DB = BENCH MARK DISK
 BP0290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BP0290_SP_SET: FOUNDATION
 BP0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0290
 BP0290  HISTORY     - Date     Condition        Report By
 BP0290  HISTORY     - UNK      MONUMENTED       CGS
 BP0290  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0290  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BP0290
 BP0290                          STATION DESCRIPTION
 BP0290
 BP0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0290'0.1 MI E FROM MARATHON.
 BP0290'THIS MARK IS AT MARATHON, BREWSTER COUNTY, SET VERTICALLY IN THE
 BP0290'NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE NORTH GASOLINE TANK
 BP0290'OF THE MAGNOLIA PETROLEUM COMPANY, ABOUT 0.1 MILE EAST OF THE SOUTHERN
 BP0290'PACIFIC RAILROAD STATION, 93.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 BP0290'MAIN TRACK, ABOUT 2.0 FEET HIGHER THAN THE GROUND.
 BP0290
 BP0290                          STATION RECOVERY (2001)
 BP0290
 BP0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0290'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0175 ***********************************************************************
 BA0175  DESIGNATION -  J 748
 BA0175  PID         -  BA0175
 BA0175  STATE/COUNTY-  TX/BREWSTER
 BA0175  USGS QUAD   -  PANTHER JUNCTION (1971)
 BA0175
 BA0175                         *CURRENT SURVEY CONTROL
 BA0175  ___________________________________________________________________
 BA0175* NAD 83(1986)-  29 19 06.     (N)    103 10 01.     (W)     SCALED    
 BA0175* NAVD 88     -      1014.860  (meters)    3329.59   (feet)  ADJUSTED  
 BA0175  ___________________________________________________________________
 BA0175  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 BA0175  DYNAMIC HT  -        1013.197 (meters)    3324.13  (feet)  COMP
 BA0175  MODELED GRAV-     978,970.5   (mgal)                       NAVD 88
 BA0175
 BA0175  VERT ORDER  -  FIRST     CLASS II
 BA0175
 BA0175.The horizontal coordinates were scaled from a topographic map and have
 BA0175.an estimated accuracy of +/- 6 seconds.
 BA0175
 BA0175.The orthometric height was determined by differential leveling
 BA0175.and adjusted by the National Geodetic Survey in June 1991..
 BA0175
 BA0175.The geoid height was determined by GEOID03.
 BA0175
 BA0175.The dynamic height is computed by dividing the NAVD 88
 BA0175.geopotential number by the normal gravity value computed on the
 BA0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0175.degrees latitude (g = 980.6199 gals.).
 BA0175
 BA0175.The modeled gravity was interpolated from observed gravity values.
 BA0175
 BA0175;                    North         East    Units  Estimated Accuracy
 BA0175;SPC TXSC     - 4,171,790.      195,370.      MT  (+/- 180 meters Scaled)
 BA0175
 BA0175                          SUPERSEDED SURVEY CONTROL
 BA0175
 BA0175  NGVD 29 (??/??/92) 1014.460  (m)         3328.27   (f) ADJ UNCH    1 2
 BA0175
 BA0175.Superseded values are not recommended for survey control.
 BA0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0175.See file dsdata.txt to determine how the superseded data were derived.
 BA0175
 BA0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN780446(NAD 83)
 BA0175_MARKER: DB = BENCH MARK DISK
 BA0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0175_STAMPING: J 748 1943
 BA0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0175+STABILITY: SURFACE MOTION
 BA0175
 BA0175  HISTORY     - Date     Condition        Report By
 BA0175  HISTORY     - 1943     MONUMENTED       CGS
 BA0175  HISTORY     - 1958     GOOD             NGS
 BA0175
 BA0175                          STATION DESCRIPTION
 BA0175
 BA0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0175'11.95 MI E FROM PARK HEADQUARTERS.
 BA0175'ABOUT 0.5 MILE NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0175'BUILDING, THENCE 6.2 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 5.25
 BA0175'MILES NORTHWEST ALONG AN ABANDONED ROAD.  27 FEET SOUTHWEST OF THE
 BA0175'CENTER LINE OF THE ROAD, AT THE CREST OF A RISE, 2 FEET NORTHEAST OF A
 BA0175'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 BA0175'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0193 ***********************************************************************
 BA0193  DESIGNATION -  J 749
 BA0193  PID         -  BA0193
 BA0193  STATE/COUNTY-  TX/PRESIDIO
 BA0193  USGS QUAD   -  THE SOLITARIO (1971)
 BA0193
 BA0193                         *CURRENT SURVEY CONTROL
 BA0193  ___________________________________________________________________
 BA0193* NAD 83(1986)-  29 27 54.     (N)    103 51 55.     (W)     SCALED    
 BA0193* NAVD 88     -      1163.711  (meters)    3817.94   (feet)  POSTED    
 BA0193  ___________________________________________________________________
 BA0193  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0193  DYNAMIC HT  -        1161.770 (meters)    3811.57  (feet)  COMP
 BA0193  MODELED GRAV-     978,934.2   (mgal)                       NAVD 88
 BA0193
 BA0193  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0193
 BA0193.The horizontal coordinates were scaled from a topographic map and have
 BA0193.an estimated accuracy of +/- 6 seconds.
 BA0193
 BA0193.The orthometric height was determined by differential leveling
 BA0193.and adjusted by the National Geodetic Survey in 1992..
 BA0193.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0193.rate of 4.1 thru 8.0 mm/km.
 BA0193
 BA0193.The geoid height was determined by GEOID03.
 BA0193
 BA0193.The dynamic height is computed by dividing the NAVD 88
 BA0193.geopotential number by the normal gravity value computed on the
 BA0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0193.degrees latitude (g = 980.6199 gals.).
 BA0193
 BA0193.The modeled gravity was interpolated from observed gravity values.
 BA0193
 BA0193;                    North         East    Units  Estimated Accuracy
 BA0193;SPC TXSC     - 4,190,650.      128,270.      MT  (+/- 180 meters Scaled)
 BA0193
 BA0193                          SUPERSEDED SURVEY CONTROL
 BA0193
 BA0193  NGVD 29 (??/??/92) 1163.350  (m)         3816.76   (f) ADJ UNCH    1 2
 BA0193
 BA0193.Superseded values are not recommended for survey control.
 BA0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0193.See file dsdata.txt to determine how the superseded data were derived.
 BA0193
 BA0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN100600(NAD 83)
 BA0193_MARKER: DB = BENCH MARK DISK
 BA0193_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0193_SP_SET: ROCK
 BA0193_STAMPING: J 749 1943
 BA0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0193
 BA0193  HISTORY     - Date     Condition        Report By
 BA0193  HISTORY     - 1943     MONUMENTED       CGS
 BA0193  HISTORY     - 1958     GOOD             NGS
 BA0193
 BA0193                          STATION DESCRIPTION
 BA0193
 BA0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0193'11.65 MI SE FROM FOWLKES BROS RANCH.
 BA0193'ABOUT 7.5 MILES NORTHEAST ALONG A WINDING BLADED ROAD FROM THE FOWLKES
 BA0193'BROS.  RANCH HOUSE, THENCE 4.15 MILES SOUTHEAST ALONG AN ABANDONED
 BA0193'TRACK ROAD.  IN THE TOP OF A SMALL ROCK, 19 FEET NORTHWEST OF THE
 BA0193'CENTER LINE OF THE ROAD, ABOUT 0.15 MILE SOUTHWEST OF THE CROSSING OF
 BA0193'FRESNO CREEK, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 BA0193'FEET ABOVE THE LEVEL OF THE ROAD, AND PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0509 ***********************************************************************
 CA0509  DESIGNATION -  J 75
 CA0509  PID         -  CA0509
 CA0509  STATE/COUNTY-  TX/MCCULLOCH
 CA0509  USGS QUAD   -  MERCURY (1987)
 CA0509
 CA0509                         *CURRENT SURVEY CONTROL
 CA0509  ___________________________________________________________________
 CA0509* NAD 83(1986)-  31 24 49.     (N)    099 09 37.     (W)     SCALED    
 CA0509* NAVD 88     -       440.488  (meters)    1445.17   (feet)  POSTED    
 CA0509  ___________________________________________________________________
 CA0509  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 CA0509  DYNAMIC HT  -         439.900 (meters)    1443.24  (feet)  COMP
 CA0509  MODELED GRAV-     979,299.7   (mgal)                       NAVD 88
 CA0509
 CA0509  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0509
 CA0509.The horizontal coordinates were scaled from a topographic map and have
 CA0509.an estimated accuracy of +/- 6 seconds.
 CA0509
 CA0509.The orthometric height was determined by differential leveling
 CA0509.and adjusted by the National Geodetic Survey in 1992..
 CA0509.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0509.rate of 0.0 thru 1.0 mm/km.
 CA0509
 CA0509.The geoid height was determined by GEOID03.
 CA0509
 CA0509.The dynamic height is computed by dividing the NAVD 88
 CA0509.geopotential number by the normal gravity value computed on the
 CA0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0509.degrees latitude (g = 980.6199 gals.).
 CA0509
 CA0509.The modeled gravity was interpolated from observed gravity values.
 CA0509
 CA0509;                    North         East    Units  Estimated Accuracy
 CA0509;SPC TX C     - 3,194,250.      811,530.      MT  (+/- 180 meters Scaled)
 CA0509
 CA0509                          SUPERSEDED SURVEY CONTROL
 CA0509
 CA0509  NGVD 29 (??/??/92)  440.373  (m)         1444.79   (f) ADJ UNCH    1 2
 CA0509
 CA0509.Superseded values are not recommended for survey control.
 CA0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0509.See file dsdata.txt to determine how the superseded data were derived.
 CA0509
 CA0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV847754(NAD 83)
 CA0509_MARKER: DB = BENCH MARK DISK
 CA0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0509_STAMPING: 1444.790 J 75 1931
 CA0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0509+STABILITY: SURFACE MOTION
 CA0509
 CA0509  HISTORY     - Date     Condition        Report By
 CA0509  HISTORY     - 1931     MONUMENTED       CGS
 CA0509  HISTORY     - 1935     GOOD             NGS
 CA0509  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0509
 CA0509                          STATION DESCRIPTION
 CA0509
 CA0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0509'IN MERCURY.
 CA0509'AT MERCURY, MCCULLOCH COUNTY, ON THE OLD FORT WORTH AND RIO GRANDE
 CA0509'RAILWAY (NOW PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM),
 CA0509'500 FEET NORTH OF THE STATION, 20 POLES SOUTH OF MILEPOST 900, 25 FEET
 CA0509'EAST OF THE TRACK, AND AT A FENCE.  A STANDARD DISK, STAMPED 1444.790
 CA0509'J 75 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 CA0509'ABOVE GROUND.
 CA0509
 CA0509                          STATION RECOVERY (1935)
 CA0509
 CA0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0509'RECOVERED IN GOOD CONDITION.
 CA0509
 CA0509                          STATION RECOVERY (1982)
 CA0509
 CA0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0509'THIS AREA IS NOW A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0219 ***********************************************************************
 BA0219  DESIGNATION -  J 750
 BA0219  PID         -  BA0219
 BA0219  STATE/COUNTY-  TX/BREWSTER
 BA0219  USGS QUAD   -  AMARILLA MOUNTAIN (1971)
 BA0219
 BA0219                         *CURRENT SURVEY CONTROL
 BA0219  ___________________________________________________________________
 BA0219* NAD 83(1986)-  29 19 02.     (N)    103 38 16.     (W)     SCALED    
 BA0219* NAVD 88     -       870.819  (meters)    2857.01   (feet)  POSTED    
 BA0219  ___________________________________________________________________
 BA0219  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BA0219  DYNAMIC HT  -         869.400 (meters)    2852.36  (feet)  COMP
 BA0219  MODELED GRAV-     978,989.8   (mgal)                       NAVD 88
 BA0219
 BA0219  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0219
 BA0219.The horizontal coordinates were scaled from a topographic map and have
 BA0219.an estimated accuracy of +/- 6 seconds.
 BA0219
 BA0219.The orthometric height was determined by differential leveling
 BA0219.and adjusted by the National Geodetic Survey in 1992..
 BA0219.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0219.rate of 4.1 thru 8.0 mm/km.
 BA0219
 BA0219.The geoid height was determined by GEOID03.
 BA0219
 BA0219.The dynamic height is computed by dividing the NAVD 88
 BA0219.geopotential number by the normal gravity value computed on the
 BA0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0219.degrees latitude (g = 980.6199 gals.).
 BA0219
 BA0219.The modeled gravity was interpolated from observed gravity values.
 BA0219
 BA0219;                    North         East    Units  Estimated Accuracy
 BA0219;SPC TXSC     - 4,173,380.      149,670.      MT  (+/- 180 meters Scaled)
 BA0219
 BA0219                          SUPERSEDED SURVEY CONTROL
 BA0219
 BA0219  NGVD 29 (??/??/92)  870.373  (m)         2855.55   (f) ADJ UNCH    1 2
 BA0219
 BA0219.Superseded values are not recommended for survey control.
 BA0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0219.See file dsdata.txt to determine how the superseded data were derived.
 BA0219
 BA0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN322439(NAD 83)
 BA0219_MARKER: DB = BENCH MARK DISK
 BA0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0219_STAMPING: J 750 1943
 BA0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0219+STABILITY: SURFACE MOTION
 BA0219
 BA0219  HISTORY     - Date     Condition        Report By
 BA0219  HISTORY     - 1943     MONUMENTED       CGS
 BA0219  HISTORY     - 1958     GOOD             NGS
 BA0219  HISTORY     - 1967     MARK NOT FOUND   NGS
 BA0219  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0219
 BA0219                          STATION DESCRIPTION
 BA0219
 BA0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0219'2.5 MI SW FROM TERLINGUA.
 BA0219'ABOUT 0.3 MILE EAST ALONG A GRADED DIRT ROAD FROM THE LA CANTINA
 BA0219'GROCERY STORE AT TERLINGUA, THENCE 2.2 MILES SOUTHWEST ALONG A GRADED
 BA0219'DIRT ROAD.  39 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 BA0219'0.25 MILE NORTHWEST OF A CREEK CROSSING, 1 1/2 FEET SOUTHEAST OF A
 BA0219'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 BA0219'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BA0219
 BA0219                          STATION RECOVERY (1967)
 BA0219
 BA0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BA0219'MARK NOT FOUND.
 BA0219
 BA0219                          STATION RECOVERY (2001)
 BA0219
 BA0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0219'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3966 ***********************************************************************
 AW3966  DESIGNATION -  J 751
 AW3966  PID         -  AW3966
 AW3966  STATE/COUNTY-  TX/BRAZORIA
 AW3966  USGS QUAD   -  OYSTER CREEK (1974)
 AW3966
 AW3966                         *CURRENT SURVEY CONTROL
 AW3966  ___________________________________________________________________
 AW3966* NAD 83(1986)-  29 03 47.     (N)    095 19 18.     (W)     SCALED    
 AW3966* NAVD 88     -         3.81   (+/-2cm)      12.5    (feet)  VERTCON   
 AW3966  ___________________________________________________________________
 AW3966  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW3966
 AW3966  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3966
 AW3966.The horizontal coordinates were scaled from a topographic map and have
 AW3966.an estimated accuracy of +/- 6 seconds.
 AW3966
 AW3966.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3966.The vertical order pertains to the NGVD 29 superseded value.
 AW3966
 AW3966.The geoid height was determined by GEOID03.
 AW3966
 AW3966;                    North         East    Units  Estimated Accuracy
 AW3966;SPC TXSC     - 4,141,920.      958,090.      MT  (+/- 180 meters Scaled)
 AW3966
 AW3966                          SUPERSEDED SURVEY CONTROL
 AW3966
 AW3966  NGVD 29 (??/??/92)    3.826  (m)           12.55   (f) ADJ UNCH    2 0
 AW3966
 AW3966.Superseded values are not recommended for survey control.
 AW3966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3966.See file dsdata.txt to determine how the superseded data were derived.
 AW3966
 AW3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN739171(NAD 83)
 AW3966_MARKER: DB = BENCH MARK DISK
 AW3966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3966_STAMPING: J 751 1942
 AW3966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3966+STABILITY: SURFACE MOTION
 AW3966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3966+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW3966
 AW3966  HISTORY     - Date     Condition        Report By
 AW3966  HISTORY     - 1942     MONUMENTED       CGS
 AW3966  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW3966  HISTORY     - 20040319 GOOD             USPSQD
 AW3966
 AW3966                          STATION DESCRIPTION
 AW3966
 AW3966'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3966'7.1 MI SW FROM HOSKINS.
 AW3966'7.1 MILES SOUTHWEST ALONG A SHELL ROAD PARALLELING THE MISSOURI
 AW3966'PACIFIC RAILROAD FROM THE MAIN ENTRANCE TO THE FREEPORT SULPHUR CO.
 AW3966'PLANT AT HOSKINS, 6.4 MILES SOUTHWEST OF A RAILROAD UNDERPASS AND A
 AW3966'T-ROAD INTERSECTION, 350 FEET WEST OF A WOODEN BRIDGE, 190 FEET
 AW3966'NORTHEAST OF MILEPOLE 5-20, 48 FEET NORTHWEST OF THE CENTERLINE OF THE
 AW3966'ROAD, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET
 AW3966'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A
 AW3966'STANDARD DISK, STAMPED J 751 1942 AND SET IN THE TOP OF A CONCRETE
 AW3966'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AW3966
 AW3966                          STATION RECOVERY (1963)
 AW3966
 AW3966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW3966'MARK NOT FOUND.
 AW3966
 AW3966                          STATION RECOVERY (2004)
 AW3966
 AW3966'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0020 ***********************************************************************
 AW0020  DESIGNATION -  J 752
 AW0020  PID         -  AW0020
 AW0020  STATE/COUNTY-  TX/BRAZORIA
 AW0020  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0020
 AW0020                         *CURRENT SURVEY CONTROL
 AW0020  ___________________________________________________________________
 AW0020* NAD 83(1986)-  29 12 19.     (N)    095 14 40.     (W)     SCALED    
 AW0020* NAVD 88     -         5.38   (+/-2cm)      17.7    (feet)  VERTCON   
 AW0020  ___________________________________________________________________
 AW0020  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW0020
 AW0020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0020
 AW0020.The horizontal coordinates were scaled from a topographic map and have
 AW0020.an estimated accuracy of +/- 6 seconds.
 AW0020
 AW0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0020.The vertical order pertains to the NGVD 29 superseded value.
 AW0020
 AW0020.The geoid height was determined by GEOID03.
 AW0020
 AW0020;                    North         East    Units  Estimated Accuracy
 AW0020;SPC TXSC     - 4,157,910.      965,100.      MT  (+/- 180 meters Scaled)
 AW0020
 AW0020                          SUPERSEDED SURVEY CONTROL
 AW0020
 AW0020  NGVD 29 (??/??/92)    5.378  (m)           17.64   (f) ADJ UNCH    2 0
 AW0020
 AW0020.Superseded values are not recommended for survey control.
 AW0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0020.See file dsdata.txt to determine how the superseded data were derived.
 AW0020
 AW0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN817328(NAD 83)
 AW0020_MARKER: DB = BENCH MARK DISK
 AW0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0020_STAMPING: J 752 1942
 AW0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0020+STABILITY: SURFACE MOTION
 AW0020
 AW0020  HISTORY     - Date     Condition        Report By
 AW0020  HISTORY     - 1942     MONUMENTED       CGS
 AW0020  HISTORY     - 1971     GOOD             NGS
 AW0020  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0020  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0020  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW0020
 AW0020                          STATION DESCRIPTION
 AW0020
 AW0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0020'7.7 MI SE FROM LIVERPOOL.
 AW0020'7.7 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AW0020'LIVERPOOL, 2.0 MILES SOUTH OF A CURVE IN THE ROAD AT THE NORTH END OF
 AW0020'A LONG TANGENT, 37 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET
 AW0020'SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET WEST OF THE RIGHT-OF-WAY
 AW0020'FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED J 752 1942
 AW0020'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 AW0020'GROUND.
 AW0020
 AW0020                          STATION RECOVERY (1971)
 AW0020
 AW0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0020'RECOVERED IN GOOD CONDITION.
 AW0020
 AW0020                          STATION RECOVERY (1978)
 AW0020
 AW0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0020'NOT RECOVERED THIS DATE.
 AW0020
 AW0020                          STATION RECOVERY (2004)
 AW0020
 AW0020'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0020'MARK NOT FOUND.
 AW0020
 AW0020                          STATION RECOVERY (2004)
 AW0020
 AW0020'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0020'THIS IS NOW A FIELD OF 2 FOOT HIGH SAW GRASS. COULD NOT FIND THE MARK.
 AW0020' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1183 ***********************************************************************
 AW1183  DESIGNATION -  J 754
 AW1183  PID         -  AW1183
 AW1183  STATE/COUNTY-  TX/BRAZORIA
 AW1183  USGS QUAD   -  LAKE JACKSON (1974)
 AW1183
 AW1183                         *CURRENT SURVEY CONTROL
 AW1183  ___________________________________________________________________
 AW1183* NAD 83(1986)-  29 06 32.     (N)    095 29 52.     (W)     SCALED    
 AW1183* NAVD 88     -         6.93   (+/-2cm)      22.7    (feet)  VERTCON   
 AW1183  ___________________________________________________________________
 AW1183  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW1183
 AW1183  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1183
 AW1183.The horizontal coordinates were scaled from a topographic map and have
 AW1183.an estimated accuracy of +/- 6 seconds.
 AW1183
 AW1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1183.The vertical order pertains to the NGVD 29 superseded value.
 AW1183
 AW1183.The geoid height was determined by GEOID03.
 AW1183
 AW1183;                    North         East    Units  Estimated Accuracy
 AW1183;SPC TXSC     - 4,146,470.      940,800.      MT  (+/- 180 meters Scaled)
 AW1183
 AW1183                          SUPERSEDED SURVEY CONTROL
 AW1183
 AW1183  NGVD 29 (??/??/92)    6.948  (m)           22.80   (f) ADJ UNCH    1 1
 AW1183
 AW1183.Superseded values are not recommended for survey control.
 AW1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1183.See file dsdata.txt to determine how the superseded data were derived.
 AW1183
 AW1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN569226(NAD 83)
 AW1183_MARKER: DB = BENCH MARK DISK
 AW1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1183_STAMPING: J 754 1943
 AW1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1183+STABILITY: SURFACE MOTION
 AW1183
 AW1183  HISTORY     - Date     Condition        Report By
 AW1183  HISTORY     - 1943     MONUMENTED       CGS
 AW1183  HISTORY     - 1972     GOOD             NGS
 AW1183  HISTORY     - 1978     GOOD             NGS
 AW1183  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AW1183
 AW1183                          STATION DESCRIPTION
 AW1183
 AW1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1183'5.3 MI SW FROM ANGLETON.
 AW1183'5.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1183'STATION AT ANGLETON, ABOUT 0.3 MILE SOUTHWEST OF RETREVE, SPUR
 AW1183'JUNCTION, ABOUT 0.25 MILE SOUTHWEST OF RAILROAD BRIDGE 315.2, 95.0
 AW1183'FEET NORTHWEST OF THE NORTHWEST RAIL, 45.0 FEET NORTHWEST OF MILE POLE
 AW1183'315, 2.0 FEET SOUTHEAST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE
 AW1183'POST PROJECTING 0.4 FOOT ABOVE THE GROUND, AND ABOUT 7.0 FEET BELOW
 AW1183'THE RAIL.
 AW1183
 AW1183                          STATION RECOVERY (1978)
 AW1183
 AW1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1183'RECOVERED IN GOOD CONDITION.
 AW1183
 AW1183                          STATION RECOVERY (1998)
 AW1183
 AW1183'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1213 ***********************************************************************
 AW1213  DESIGNATION -  J 755
 AW1213  PID         -  AW1213
 AW1213  STATE/COUNTY-  TX/MATAGORDA
 AW1213  USGS QUAD   -  VAN VLECK (1980)
 AW1213
 AW1213                         *CURRENT SURVEY CONTROL
 AW1213  ___________________________________________________________________
 AW1213* NAD 83(1986)-  29 00 01.     (N)    095 52 36.     (W)     SCALED    
 AW1213* NAVD 88     -        11.91   (+/-2cm)      39.1    (feet)  VERTCON   
 AW1213  ___________________________________________________________________
 AW1213  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW1213
 AW1213  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1213
 AW1213.The horizontal coordinates were scaled from a topographic map and have
 AW1213.an estimated accuracy of +/- 6 seconds.
 AW1213
 AW1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1213.The vertical order pertains to the NGVD 29 superseded value.
 AW1213
 AW1213.The geoid height was determined by GEOID03.
 AW1213
 AW1213;                    North         East    Units  Estimated Accuracy
 AW1213;SPC TXSC     - 4,133,390.      904,260.      MT  (+/- 180 meters Scaled)
 AW1213
 AW1213                          SUPERSEDED SURVEY CONTROL
 AW1213
 AW1213  NGVD 29 (??/??/92)   11.933  (m)           39.15   (f) ADJ UNCH    1 1
 AW1213
 AW1213.Superseded values are not recommended for survey control.
 AW1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1213.See file dsdata.txt to determine how the superseded data were derived.
 AW1213
 AW1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN197114(NAD 83)
 AW1213_MARKER: DB = BENCH MARK DISK
 AW1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1213_STAMPING: J 755 1943
 AW1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1213+STABILITY: SURFACE MOTION
 AW1213
 AW1213  HISTORY     - Date     Condition        Report By
 AW1213  HISTORY     - 1943     MONUMENTED       CGS
 AW1213  HISTORY     - 1972     GOOD             NGS
 AW1213  HISTORY     - 1978     GOOD             NGS
 AW1213  HISTORY     - 1988     GOOD             USPSQD
 AW1213  HISTORY     - 1990     GOOD             USPSQD
 AW1213  HISTORY     - 19961119 GOOD             USPSQD
 AW1213
 AW1213                          STATION DESCRIPTION
 AW1213
 AW1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1213'5.9 MI NE FROM BAY CITY.
 AW1213'5.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1213'STATION AT BAY CITY, 71 FEET EAST OF THE CENTER OF THE CROSSING OF A
 AW1213'ROAD, 47 FEET SOUTH OF SEMAPHORE 2898, 42 FEET SOUTHEAST OF THE
 AW1213'SOUTHEAST RAIL, 45 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 8
 AW1213'1/2 FEET SOUTHWEST OF A PIPE LINE, 4 FEET NORTHEAST OF A FENCE CORNER,
 AW1213'0.8 FOOT NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 AW1213'POST FLUSH WITH THE GROUND.
 AW1213
 AW1213                          STATION RECOVERY (1978)
 AW1213
 AW1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1213'RECOVERED IN GOOD CONDITION.
 AW1213
 AW1213                          STATION RECOVERY (1988)
 AW1213
 AW1213'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWM)
 AW1213'RECOVERED IN GOOD CONDITION.
 AW1213
 AW1213                          STATION RECOVERY (1990)
 AW1213
 AW1213'RECOVERY NOTE BY US POWER SQUADRON 1990 (OOG)
 AW1213'RECOVERED IN GOOD CONDITION.
 AW1213
 AW1213                          STATION RECOVERY (1996)
 AW1213
 AW1213'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4336 ***********************************************************************
 AW4336  DESIGNATION -  J 756
 AW4336  PID         -  AW4336
 AW4336  STATE/COUNTY-  TX/BRAZORIA
 AW4336  USGS QUAD   -  SWEENY (1972)
 AW4336
 AW4336                         *CURRENT SURVEY CONTROL
 AW4336  ___________________________________________________________________
 AW4336* NAD 83(1986)-  29 04 48.     (N)    095 44 58.     (W)     SCALED    
 AW4336* NAVD 88     -        11.97   (+/-2cm)      39.3    (feet)  VERTCON   
 AW4336  ___________________________________________________________________
 AW4336  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW4336
 AW4336  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4336
 AW4336.The horizontal coordinates were scaled from a topographic map and have
 AW4336.an estimated accuracy of +/- 6 seconds.
 AW4336
 AW4336.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4336.The vertical order pertains to the NGVD 29 superseded value.
 AW4336
 AW4336.The geoid height was determined by GEOID03.
 AW4336
 AW4336;                    North         East    Units  Estimated Accuracy
 AW4336;SPC TXSC     - 4,142,560.      916,410.      MT  (+/- 180 meters Scaled)
 AW4336
 AW4336                          SUPERSEDED SURVEY CONTROL
 AW4336
 AW4336  NGVD 29 (??/??/92)   11.993  (m)           39.35   (f) ADJ UNCH    2 0
 AW4336
 AW4336.Superseded values are not recommended for survey control.
 AW4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4336.See file dsdata.txt to determine how the superseded data were derived.
 AW4336
 AW4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN323199(NAD 83)
 AW4336_MARKER: DB = BENCH MARK DISK
 AW4336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4336_STAMPING: J 756 1943
 AW4336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4336+STABILITY: SURFACE MOTION
 AW4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4336+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4336
 AW4336  HISTORY     - Date     Condition        Report By
 AW4336  HISTORY     - 1943     MONUMENTED       CGS
 AW4336  HISTORY     - 20041118 GOOD             USPSQD
 AW4336
 AW4336                          STATION DESCRIPTION
 AW4336
 AW4336'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4336'8.0 MI SW FROM WEST COLUMBIA.
 AW4336'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4336'SOUTHWESTERLY 8.0 MILES ALONG STATE HIGHWAY NO. 35 TO THE INTERSECTION
 AW4336'OF A CONCRETE ROAD LEADING SOUTHEAST AND SITE OF BENCH MARK. BENCH
 AW4336'MARK IS 122.0 FEET SOUTHWEST OF THE CENTER OF THE TRIANGLE FORMED BY
 AW4336'THE JUNCTION OF THE CONCRETE ROADS, 48.0 FEET SOUTHEAST OF AND ABOUT
 AW4336'1.0 FOOT BELOW THE CENTERLINE OF STATE HIGHWAY NO. 35, 47.0 FEET
 AW4336'NORTHEAST OF THE NORTHEAST CORNER OF A WHITE HOUSE, 4.0 FEET EAST OF A
 AW4336'POWER LINE POLE CARRYING LEAD WIRES TO THE HOUSE, 3.0 FEET SOUTHWEST
 AW4336'OF A 4 BY 4 INCH WOODEN MARKER POST AND ACROSS THE HIGHWAY FROM A
 AW4336'FILLING STATION.  MONUMENT PROJECTS ABOUT 0.4 FOOT.
 AW4336
 AW4336                          STATION RECOVERY (2004)
 AW4336
 AW4336'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4337 ***********************************************************************
 AW4337  DESIGNATION -  J 756 RESET 1948
 AW4337  PID         -  AW4337
 AW4337  STATE/COUNTY-  TX/BRAZORIA
 AW4337  USGS QUAD   -  SWEENY (1972)
 AW4337
 AW4337                         *CURRENT SURVEY CONTROL
 AW4337  ___________________________________________________________________
 AW4337* NAD 83(1986)-  29 04 48.     (N)    095 44 59.     (W)     SCALED    
 AW4337* NAVD 88     -        12.01   (+/-2cm)      39.4    (feet)  VERTCON   
 AW4337  ___________________________________________________________________
 AW4337  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW4337
 AW4337  VERT ORDER  -  THIRD (See Below)
 AW4337
 AW4337.The horizontal coordinates were scaled from a topographic map and have
 AW4337.an estimated accuracy of +/- 6 seconds.
 AW4337
 AW4337.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4337.The vertical order pertains to the NGVD 29 superseded value.
 AW4337
 AW4337.The geoid height was determined by GEOID03.
 AW4337
 AW4337;                    North         East    Units  Estimated Accuracy
 AW4337;SPC TXSC     - 4,142,560.      916,380.      MT  (+/- 180 meters Scaled)
 AW4337
 AW4337                          SUPERSEDED SURVEY CONTROL
 AW4337
 AW4337  NGVD 29 (01/29/03)   12.02   (m)           39.4    (f) RESET       3  
 AW4337
 AW4337.Superseded values are not recommended for survey control.
 AW4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4337.See file dsdata.txt to determine how the superseded data were derived.
 AW4337
 AW4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN323199(NAD 83)
 AW4337_MARKER: DB = BENCH MARK DISK
 AW4337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4337+STABILITY: SURFACE MOTION
 AW4337
 AW4337  HISTORY     - Date     Condition        Report By
 AW4337  HISTORY     - 1948     MONUMENTED       LOCENG
 AW4337  HISTORY     - 1948     GOOD             NGS
 AW4337  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4337
 AW4337                          STATION DESCRIPTION
 AW4337
 AW4337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 AW4337'8.0 MI SW FROM WEST COLUMBIA.
 AW4337'8.0 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE CITY WATER TANK AT
 AW4337'WEST COLUMBIA, BRAZORIA COUNTY, AT THE JUNCTION OF A CONCRETE ROAD
 AW4337'LEADING SOUTHEAST TO SWEENY, 185 FEET SOUTHWEST OF THE CENTER OF THE
 AW4337'TRIANGLE AT THE JUNCTION, 59.5 FEET FROM THE NORTHWEST CORNER OF A
 AW4337'BRICK SERVICE STATION, 38.5 FEET FROM THE NORTHWEST CORNER OF A WHITE
 AW4337'FRAME HOUSE, AND 46 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 AW4337'SET IN THE TOP OF A CONCRETE POST.
 AW4337
 AW4337                          STATION RECOVERY (2004)
 AW4337
 AW4337'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4337'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1215 ***********************************************************************
 AW1215  DESIGNATION -  J 757
 AW1215  PID         -  AW1215
 AW1215  STATE/COUNTY-  TX/MATAGORDA
 AW1215  USGS QUAD   -  VAN VLECK (1980)
 AW1215
 AW1215                         *CURRENT SURVEY CONTROL
 AW1215  ___________________________________________________________________
 AW1215* NAD 83(1986)-  29 00 39.     (N)    095 52 58.     (W)     SCALED    
 AW1215* NAVD 88     -        12.86   (+/-2cm)      42.2    (feet)  VERTCON   
 AW1215  ___________________________________________________________________
 AW1215  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1215
 AW1215  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1215
 AW1215.The horizontal coordinates were scaled from a topographic map and have
 AW1215.an estimated accuracy of +/- 6 seconds.
 AW1215
 AW1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1215.The vertical order pertains to the NGVD 29 superseded value.
 AW1215
 AW1215.The geoid height was determined by GEOID03.
 AW1215
 AW1215;                    North         East    Units  Estimated Accuracy
 AW1215;SPC TXSC     - 4,134,550.      903,630.      MT  (+/- 180 meters Scaled)
 AW1215
 AW1215                          SUPERSEDED SURVEY CONTROL
 AW1215
 AW1215  NGVD 29 (??/??/92)   12.887  (m)           42.28   (f) ADJ UNCH    1 1
 AW1215
 AW1215.Superseded values are not recommended for survey control.
 AW1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1215.See file dsdata.txt to determine how the superseded data were derived.
 AW1215
 AW1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN191126(NAD 83)
 AW1215_MARKER: DB = BENCH MARK DISK
 AW1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1215_STAMPING: J 757 1943
 AW1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1215+STABILITY: SURFACE MOTION
 AW1215
 AW1215  HISTORY     - Date     Condition        Report By
 AW1215  HISTORY     - 1943     MONUMENTED       CGS
 AW1215  HISTORY     - 1951     GOOD             NGS
 AW1215  HISTORY     - 1978     GOOD             NGS
 AW1215  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 AW1215
 AW1215                          STATION DESCRIPTION
 AW1215
 AW1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW1215'0.8 MI SE FROM VAN VLECK.
 AW1215'0.1 MILE EAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE AT VAN
 AW1215'VLECK, THENCE 0.7 MILE SOUTHEAST ALONG AN OILED ROAD, 0.15 MILE
 AW1215'SOUTHEAST OF A WOODEN BRIDGE OVER A SMALL CREEK, 38 FEET NORTHEAST OF
 AW1215'THE CENTER LINE OF THE OILED ROAD, 6 FEET EAST OF A TELEPHONE POLE, 3
 AW1215'FEET NORTHWEST OF A WITNESS POST, 1.5 FEET NORTHEAST OF A FENCE, SET
 AW1215'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AW1215'GROUND.
 AW1215
 AW1215                          STATION RECOVERY (1978)
 AW1215
 AW1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1215'RECOVERED IN GOOD CONDITION.
 AW1215
 AW1215                          STATION RECOVERY (1996)
 AW1215
 AW1215'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4312 ***********************************************************************
 AW4312  DESIGNATION -  J 758
 AW4312  PID         -  AW4312
 AW4312  STATE/COUNTY-  TX/WHARTON
 AW4312  USGS QUAD   -  BOLING (1980)
 AW4312
 AW4312                         *CURRENT SURVEY CONTROL
 AW4312  ___________________________________________________________________
 AW4312* NAD 83(1986)-  29 15 53.     (N)    095 56 39.     (W)     SCALED    
 AW4312* NAVD 88     -        24.76   (+/-2cm)      81.2    (feet)  VERTCON   
 AW4312  ___________________________________________________________________
 AW4312  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW4312
 AW4312  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4312
 AW4312.The horizontal coordinates were scaled from a topographic map and have
 AW4312.an estimated accuracy of +/- 6 seconds.
 AW4312
 AW4312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4312.The vertical order pertains to the NGVD 29 superseded value.
 AW4312
 AW4312.The geoid height was determined by GEOID03.
 AW4312
 AW4312;                    North         East    Units  Estimated Accuracy
 AW4312;SPC TXSC     - 4,162,520.      896,920.      MT  (+/- 180 meters Scaled)
 AW4312
 AW4312                          SUPERSEDED SURVEY CONTROL
 AW4312
 AW4312  NGVD 29 (??/??/92)   24.766  (m)           81.25   (f) ADJ UNCH    2 0
 AW4312
 AW4312.Superseded values are not recommended for survey control.
 AW4312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4312.See file dsdata.txt to determine how the superseded data were derived.
 AW4312
 AW4312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN139409(NAD 83)
 AW4312_MARKER: DB = BENCH MARK DISK
 AW4312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4312_SP_SET: CULVERT
 AW4312_STAMPING: J 758 1943
 AW4312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4312
 AW4312  HISTORY     - Date     Condition        Report By
 AW4312  HISTORY     - 1943     MONUMENTED       CGS
 AW4312  HISTORY     - 1959     GOOD             NGS
 AW4312  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4312
 AW4312                          STATION DESCRIPTION
 AW4312
 AW4312'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4312'IN BOLING.
 AW4312'BENCH MARK IS AT A CROSS-ROAD NEAR THE SOUTHERN PACIFIC RAILROAD
 AW4312'STATION AT BOLING.  IT IS 283.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AW4312'OF THE STATION, 49.0 FEET SOUTHWEST OF THE CENTERLINE OF THE RAILROAD,
 AW4312'35.5 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHEAST-SOUTHWEST
 AW4312'STREET, 23.0 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN CONCRETE
 AW4312'HIGHWAY AND IS SET HORIZONTALLY IN THE TOP NORTHWEST END OF AN
 AW4312'ANGLE-SHAPED HEADWALL OF A CONCRETE BOX CULVERT UNDER HIGHWAY.
 AW4312
 AW4312                          STATION RECOVERY (1959)
 AW4312
 AW4312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW4312'RECOVERED IN GOOD CONDITION.
 AW4312
 AW4312                          STATION RECOVERY (1988)
 AW4312
 AW4312'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLL)
 AW4312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4204 ***********************************************************************
 AW4204  DESIGNATION -  J 759
 AW4204  PID         -  AW4204
 AW4204  STATE/COUNTY-  TX/WHARTON
 AW4204  USGS QUAD   -  PLEDGER (1980)
 AW4204
 AW4204                         *CURRENT SURVEY CONTROL
 AW4204  ___________________________________________________________________
 AW4204* NAD 83(1986)-  29 12 56.     (N)    095 56 19.     (W)     SCALED    
 AW4204* NAVD 88     -        20.53   (+/-2cm)      67.4    (feet)  VERTCON   
 AW4204  ___________________________________________________________________
 AW4204  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW4204
 AW4204  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4204
 AW4204.The horizontal coordinates were scaled from a topographic map and have
 AW4204.an estimated accuracy of +/- 6 seconds.
 AW4204
 AW4204.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4204.The vertical order pertains to the NGVD 29 superseded value.
 AW4204
 AW4204.The geoid height was determined by GEOID03.
 AW4204
 AW4204;                    North         East    Units  Estimated Accuracy
 AW4204;SPC TXSC     - 4,157,080.      897,600.      MT  (+/- 180 meters Scaled)
 AW4204
 AW4204                          SUPERSEDED SURVEY CONTROL
 AW4204
 AW4204  NGVD 29 (??/??/92)   20.54   (m)           67.4    (f) COMPUTED    2 0
 AW4204
 AW4204.Superseded values are not recommended for survey control.
 AW4204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4204.See file dsdata.txt to determine how the superseded data were derived.
 AW4204
 AW4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN143354(NAD 83)
 AW4204_MARKER: DB = BENCH MARK DISK
 AW4204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4204_STAMPING: J 759 1943
 AW4204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4204+STABILITY: SURFACE MOTION
 AW4204
 AW4204  HISTORY     - Date     Condition        Report By
 AW4204  HISTORY     - 1943     MONUMENTED       CGS
 AW4204
 AW4204                          STATION DESCRIPTION
 AW4204
 AW4204'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4204'1.6 MI SW FROM NEW GULF.
 AW4204'TO REACH FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE
 AW4204'SANTA FE RAILROAD AT NEW GULF.  PROCEED SOUTHWESTERLY 1.6 MILES ALONG
 AW4204'SANTA FE RAILROAD TO MILE POST NO. 5 AND SITE OF BENCH MARK.  BENCH
 AW4204'MARK IS ABOUT 75.0 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 66.0
 AW4204'FEET SOUTHEAST OF THE SOUTHWEST END OF RAILROAD BRIDGE NO. 4-B, 50.0
 AW4204'FEET SOUTHEAST OF MILE POST NO. 5, 7.0 FEET SOUTHWEST OF A FENCE
 AW4204'CORNER, 3.0 FEET NORTHEAST OF A 4 BY 4 INCH WOODEN MARKER POST AND 2.0
 AW4204'FEET NORTHWEST OF RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.5
 AW4204'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0604 ***********************************************************************
 CA0604  DESIGNATION -  J 76
 CA0604  PID         -  CA0604
 CA0604  STATE/COUNTY-  TX/MENARD
 CA0604  USGS QUAD   -  CALLAN (1970)
 CA0604
 CA0604                         *CURRENT SURVEY CONTROL
 CA0604  ___________________________________________________________________
 CA0604* NAD 83(1986)-  31 03 40.     (N)    099 41 28.     (W)     SCALED    
 CA0604* NAVD 88     -       615.486  (meters)    2019.31   (feet)  POSTED    
 CA0604  ___________________________________________________________________
 CA0604  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CA0604  DYNAMIC HT  -         614.630 (meters)    2016.50  (feet)  COMP
 CA0604  MODELED GRAV-     979,237.4   (mgal)                       NAVD 88
 CA0604
 CA0604  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0604
 CA0604.The horizontal coordinates were scaled from a topographic map and have
 CA0604.an estimated accuracy of +/- 6 seconds.
 CA0604
 CA0604.The orthometric height was determined by differential leveling
 CA0604.and adjusted by the National Geodetic Survey in 1992..
 CA0604.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0604.rate of 0.0 thru 1.0 mm/km.
 CA0604
 CA0604.The geoid height was determined by GEOID03.
 CA0604
 CA0604.The dynamic height is computed by dividing the NAVD 88
 CA0604.geopotential number by the normal gravity value computed on the
 CA0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0604.degrees latitude (g = 980.6199 gals.).
 CA0604
 CA0604.The modeled gravity was interpolated from observed gravity values.
 CA0604
 CA0604;                    North         East    Units  Estimated Accuracy
 CA0604;SPC TX C     - 3,154,760.      761,290.      MT  (+/- 180 meters Scaled)
 CA0604
 CA0604                          SUPERSEDED SURVEY CONTROL
 CA0604
 CA0604  NGVD 29 (??/??/92)  615.392  (m)         2019.00   (f) ADJ UNCH    1 2
 CA0604
 CA0604.Superseded values are not recommended for survey control.
 CA0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0604.See file dsdata.txt to determine how the superseded data were derived.
 CA0604
 CA0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV340365(NAD 83)
 CA0604_MARKER: DB = BENCH MARK DISK
 CA0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0604_STAMPING: 2018.999 J 76 1931
 CA0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0604+STABILITY: SURFACE MOTION
 CA0604
 CA0604  HISTORY     - Date     Condition        Report By
 CA0604  HISTORY     - 1931     MONUMENTED       CGS
 CA0604  HISTORY     - 1970     GOOD             USGS
 CA0604
 CA0604                          STATION DESCRIPTION
 CA0604
 CA0604'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CA0604'IN CALLAN.
 CA0604'AT CALLAN, MENARD COUNTY.  2,000 FEET NORTHEAST OF THE COUNTY ROAD AND
 CA0604'RAILROAD CROSSING.  10 3/4 POLES SOUTHWEST OF MILEPOST 211.  860 FEET
 CA0604'SOUTHWEST OF A TRESTLE.  310 FEET SOUTH OF A SWITCH.  85 FEET
 CA0604'SOUTHEAST OF THE MAIN TRACK, AT RIGHT OF WAY FENCE.  A STANDARD DISK
 CA0604'STAMPED 2018.999 J 76 1931 AND SET IN THE TOP OF A CONCRETE POST
 CA0604'PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0353 ***********************************************************************
 AX0353  DESIGNATION -  J 762 RESET
 AX0353  PID         -  AX0353
 AX0353  STATE/COUNTY-  TX/WHARTON
 AX0353  USGS QUAD   -  LOUISE (1981)
 AX0353
 AX0353                         *CURRENT SURVEY CONTROL
 AX0353  ___________________________________________________________________
 AX0353* NAD 83(1986)-  29 07 06.     (N)    096 23 31.     (W)     SCALED    
 AX0353* NAVD 88     -        25.938  (meters)      85.10   (feet)  ADJUSTED  
 AX0353  ___________________________________________________________________
 AX0353  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0353  DYNAMIC HT  -          25.901 (meters)      84.98  (feet)  COMP
 AX0353  MODELED GRAV-     979,227.6   (mgal)                       NAVD 88
 AX0353
 AX0353  VERT ORDER  -  FIRST     CLASS I
 AX0353
 AX0353.The horizontal coordinates were scaled from a topographic map and have
 AX0353.an estimated accuracy of +/- 6 seconds.
 AX0353
 AX0353.The orthometric height was determined by differential leveling
 AX0353.and adjusted by the National Geodetic Survey in June 1991..
 AX0353
 AX0353.The geoid height was determined by GEOID03.
 AX0353
 AX0353.The dynamic height is computed by dividing the NAVD 88
 AX0353.geopotential number by the normal gravity value computed on the
 AX0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0353.degrees latitude (g = 980.6199 gals.).
 AX0353
 AX0353.The modeled gravity was interpolated from observed gravity values.
 AX0353
 AX0353;                    North         East    Units  Estimated Accuracy
 AX0353;SPC TXSC     - 4,145,240.      853,780.      MT  (+/- 180 meters Scaled)
 AX0353
 AX0353                          SUPERSEDED SURVEY CONTROL
 AX0353
 AX0353  NGVD 29 (12/23/87)   25.945  (m)           85.12   (f) ADJUSTED    1 1
 AX0353
 AX0353.Superseded values are not recommended for survey control.
 AX0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0353.See file dsdata.txt to determine how the superseded data were derived.
 AX0353
 AX0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT537239(NAD 83)
 AX0353_MARKER: DB = BENCH MARK DISK
 AX0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0353_SP_SET: CONCRETE POST
 AX0353_STAMPING: J 762 1943 RESET 1947
 AX0353_MARK LOGO: CGS   
 AX0353_PROJECTION: PROJECTING 15 CENTIMETERS
 AX0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0353+STABILITY: SURFACE MOTION
 AX0353
 AX0353  HISTORY     - Date     Condition        Report By
 AX0353  HISTORY     - 1947     MONUMENTED       CGS
 AX0353  HISTORY     - 1987     GOOD             NGS
 AX0353
 AX0353                          STATION DESCRIPTION
 AX0353
 AX0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0353'1.2 MI NE FROM LOUISE.
 AX0353'1.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0353'STATION AT LOUISE, WHARTON COUNTY, 54.5 FEET SOUTHEAST OF A
 AX0353'LOUISE-ONE-MILE SIGN, 38 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 8 FEET
 AX0353'NORTHWEST OF A FENCE, 6.5 FEET SOUTHWEST OF MILEPOST 48, IN LINE WITH
 AX0353'A ROW OF POLES, AND 2.6 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.
 AX0353'A STANDARD DISK, STAMPED J 762 1943 RESET 1947 AND SET IN THE TOP OF
 AX0353'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AX0353
 AX0353                          STATION RECOVERY (1987)
 AX0353
 AX0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0353'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.39 KM (0.86
 AX0353'MI) NORTHEAST ALONG HIGHWAY LOOP 523 FROM THE JUNCTION OF FM ROAD 1160
 AX0353'IN LOUISE, 42.6 METERS (140 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AX0353'HIGHWAY, 11.6 METERS (38.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 AX0353'SOUTHERN PACIFIC RAILROAD, 2.0 METERS (6.5 FT) SOUTHWEST OF THE
 AX0353'RAILROAD MILE POST 48.
 AX0353'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 AX0353'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1514 ***********************************************************************
 AJ1514  DESIGNATION -  J 763 RESET
 AJ1514  PID         -  AJ1514
 AJ1514  STATE/COUNTY-  TX/WEBB
 AJ1514  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ1514
 AJ1514                         *CURRENT SURVEY CONTROL
 AJ1514  ___________________________________________________________________
 AJ1514* NAD 83(1986)-  27 19 56.     (N)    099 08 42.     (W)     SCALED    
 AJ1514* NAVD 88     -       153.74   (+/-2cm)     504.4    (feet)  VERTCON   
 AJ1514  ___________________________________________________________________
 AJ1514  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AJ1514
 AJ1514  VERT ORDER  -  THIRD (See Below)
 AJ1514
 AJ1514.The horizontal coordinates were scaled from a topographic map and have
 AJ1514.an estimated accuracy of +/- 6 seconds.
 AJ1514
 AJ1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1514.The vertical order pertains to the NGVD 29 superseded value.
 AJ1514
 AJ1514.The geoid height was determined by GEOID03.
 AJ1514
 AJ1514;                    North         East    Units  Estimated Accuracy
 AJ1514;SPC TX S     - 5,184,690.      236,180.      MT  (+/- 180 meters Scaled)
 AJ1514
 AJ1514                          SUPERSEDED SURVEY CONTROL
 AJ1514
 AJ1514  NGVD 29 (01/29/03)  153.78   (m)          504.5    (f) RESET       3  
 AJ1514
 AJ1514.Superseded values are not recommended for survey control.
 AJ1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1514.See file dsdata.txt to determine how the superseded data were derived.
 AJ1514
 AJ1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR856232(NAD 83)
 AJ1514_MARKER: DV = VERTICAL CONTROL DISK
 AJ1514_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ1514_SP_SET: DRAINAGE WINGWALL
 AJ1514_STAMPING: J 763 RESET 1990
 AJ1514_MARK LOGO: NGS   
 AJ1514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1514+STABILITY: SURFACE MOTION
 AJ1514
 AJ1514  HISTORY     - Date     Condition        Report By
 AJ1514  HISTORY     - 1990     MONUMENTED       TXHD
 AJ1514
 AJ1514                          STATION DESCRIPTION
 AJ1514
 AJ1514'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1990
 AJ1514'FROM INTERSECTION OF S.H. 359 AND F.M. 2895, GO SOUTHEAST 9.2 MILES
 AJ1514'(14.8 KM) ON JENNINGS ROAD TO AGUA AZUL CREEK BRIDGE STRUCTURE, SET
 AJ1514'FLUSH WITH SURFACE OF SOUTHEAST CORNER OF WINGWALL AT DRAINAGE
 AJ1514'STRUCTURE, 1.0 FEET (0.3 M) FROM SOUTHEAST CORNER OF STRUCTURE
 AJ1514'WINGWALL AND 12.5 FEET (3.8 M) FROM CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1001 ***********************************************************************
 AJ1001  DESIGNATION -  J 764
 AJ1001  PID         -  AJ1001
 AJ1001  STATE/COUNTY-  TX/ZAPATA
 AJ1001  USGS QUAD   -  ESCOBAS (1980)
 AJ1001
 AJ1001                         *CURRENT SURVEY CONTROL
 AJ1001  ___________________________________________________________________
 AJ1001* NAD 83(1986)-  27 06 26.     (N)    099 02 28.     (W)     SCALED    
 AJ1001* NAVD 88     -       152.239  (meters)     499.47   (feet)  POSTED    
 AJ1001  ___________________________________________________________________
 AJ1001  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AJ1001  DYNAMIC HT  -         151.990 (meters)     498.65  (feet)  COMP
 AJ1001  MODELED GRAV-     979,029.5   (mgal)                       NAVD 88
 AJ1001
 AJ1001  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ1001
 AJ1001.The horizontal coordinates were scaled from a topographic map and have
 AJ1001.an estimated accuracy of +/- 6 seconds.
 AJ1001
 AJ1001.The orthometric height was determined by differential leveling
 AJ1001.and adjusted by the National Geodetic Survey in 1992..
 AJ1001.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ1001.rate of 1.1 thru 2.0 mm/km.
 AJ1001
 AJ1001.The geoid height was determined by GEOID03.
 AJ1001
 AJ1001.The dynamic height is computed by dividing the NAVD 88
 AJ1001.geopotential number by the normal gravity value computed on the
 AJ1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1001.degrees latitude (g = 980.6199 gals.).
 AJ1001
 AJ1001.The modeled gravity was interpolated from observed gravity values.
 AJ1001
 AJ1001;                    North         East    Units  Estimated Accuracy
 AJ1001;SPC TX S     - 5,159,720.      246,350.      MT  (+/- 180 meters Scaled)
 AJ1001
 AJ1001                          SUPERSEDED SURVEY CONTROL
 AJ1001
 AJ1001  NGVD 29 (??/??/92)  152.270  (m)          499.57   (f) ADJ UNCH    2 0
 AJ1001
 AJ1001.Superseded values are not recommended for survey control.
 AJ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1001.See file dsdata.txt to determine how the superseded data were derived.
 AJ1001
 AJ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ959983(NAD 83)
 AJ1001_MARKER: P = PIPE CAP
 AJ1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1001_STAMPING: J 764 1934
 AJ1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1001+STABILITY: SURFACE MOTION
 AJ1001
 AJ1001  HISTORY     - Date     Condition        Report By
 AJ1001  HISTORY     - 1934     MONUMENTED       CGS
 AJ1001  HISTORY     - 1975     GOOD             USGS
 AJ1001
 AJ1001                          STATION DESCRIPTION
 AJ1001
 AJ1001'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ1001'16.10 MI NE FROM ESCOBAS.
 AJ1001'FROM THE STORE AT ESCOBAS GO 0.35 MI. NE ON TEX. HIWAY 16 TO T-RD. NW,
 AJ1001'19.4 MI. NE OF ZAPATA, THENCE NW ALONG PAVED ROAD 1.25 MI. TO TEXACO
 AJ1001'CAMP.  IN TEXACO CAMP CONTINUE PAST OFFICE 0.05 MI. TO MAIN ROAD NORTH
 AJ1001'THRU CATTLEGUARD, THENCE NORTH ON MAIN GRAVELED, SOMETIMES PAVED, ROAD
 AJ1001'2.9 MI. TO TRACK N/S CROSSROADS, THENCE LEFT, SOUTH, ON TRACK ROAD
 AJ1001'1.05 MI. TO FAINT TRACK ROAD WEST AND BM 140 FT. SOUTH ON TRAIL
 AJ1001'LEADING DIRECTLY TO A POND, 19 FT. W. OF TRAIL, 450 FT. N OF DAM.
 AJ1001'STANDARD CAP STAMPED AS ABOVE IN CONCRETE POST PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1479 ***********************************************************************
 AX1479  DESIGNATION -  J 765
 AX1479  PID         -  AX1479
 AX1479  STATE/COUNTY-  TX/BASTROP
 AX1479  USGS QUAD   -  TOGO (1981)
 AX1479
 AX1479                         *CURRENT SURVEY CONTROL
 AX1479  ___________________________________________________________________
 AX1479* NAD 83(1986)-  29 59 29.     (N)    097 07 33.     (W)     SCALED    
 AX1479* NAVD 88     -        97.723  (meters)     320.61   (feet)  ADJUSTED  
 AX1479  ___________________________________________________________________
 AX1479  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AX1479  DYNAMIC HT  -          97.592 (meters)     320.18  (feet)  COMP
 AX1479  MODELED GRAV-     979,294.4   (mgal)                       NAVD 88
 AX1479
 AX1479  VERT ORDER  -  FIRST     CLASS I
 AX1479
 AX1479.The horizontal coordinates were scaled from a topographic map and have
 AX1479.an estimated accuracy of +/- 6 seconds.
 AX1479
 AX1479.The orthometric height was determined by differential leveling
 AX1479.and adjusted by the National Geodetic Survey in June 1991..
 AX1479
 AX1479.The geoid height was determined by GEOID03.
 AX1479
 AX1479.The dynamic height is computed by dividing the NAVD 88
 AX1479.geopotential number by the normal gravity value computed on the
 AX1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1479.degrees latitude (g = 980.6199 gals.).
 AX1479
 AX1479.The modeled gravity was interpolated from observed gravity values.
 AX1479
 AX1479;                    North         East    Units  Estimated Accuracy
 AX1479;SPC TX C     - 3,040,460.    1,009,480.      MT  (+/- 180 meters Scaled)
 AX1479
 AX1479                          SUPERSEDED SURVEY CONTROL
 AX1479
 AX1479  NGVD 29 (??/??/92)   97.675  (m)          320.46   (f) ADJ UNCH    1 1
 AX1479
 AX1479.Superseded values are not recommended for survey control.
 AX1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1479.See file dsdata.txt to determine how the superseded data were derived.
 AX1479
 AX1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU807193(NAD 83)
 AX1479_MARKER: DB = BENCH MARK DISK
 AX1479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1479_SP_SET: BRIDGE ABUTMENT
 AX1479_STAMPING: J 765 1943
 AX1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1479
 AX1479  HISTORY     - Date     Condition        Report By
 AX1479  HISTORY     - 1943     MONUMENTED       CGS
 AX1479  HISTORY     - 1973     GOOD             NGS
 AX1479  HISTORY     - 1978     GOOD             NGS
 AX1479
 AX1479                          STATION DESCRIPTION
 AX1479
 AX1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1479'2.6 MI SE FROM SMITHVILLE.
 AX1479'0.25 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT SMITHVILLE,
 AX1479'THENCE 2.35 MILE SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD,
 AX1479'AT RAILROAD OVERPASS 971.6 OVER STATE HIGHWAY 71, IN THE TOP AND 2.7
 AX1479'FEET NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT
 AX1479'OF THE BRIDGE, 6.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT
 AX1479'LEVEL WITH THE TRACK.
 AX1479
 AX1479                          STATION RECOVERY (1978)
 AX1479
 AX1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1021 ***********************************************************************
 AX1021  DESIGNATION -  J 766
 AX1021  PID         -  AX1021
 AX1021  STATE/COUNTY-  TX/FAYETTE
 AX1021  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1021
 AX1021                         *CURRENT SURVEY CONTROL
 AX1021  ___________________________________________________________________
 AX1021* NAD 83(1986)-  29 54 42.     (N)    096 43 49.     (W)     SCALED    
 AX1021* NAVD 88     -       106.034  (meters)     347.88   (feet)  ADJUSTED  
 AX1021  ___________________________________________________________________
 AX1021  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AX1021  DYNAMIC HT  -         105.888 (meters)     347.40  (feet)  COMP
 AX1021  MODELED GRAV-     979,262.4   (mgal)                       NAVD 88
 AX1021
 AX1021  VERT ORDER  -  FIRST     CLASS I
 AX1021
 AX1021.The horizontal coordinates were scaled from a topographic map and have
 AX1021.an estimated accuracy of +/- 6 seconds.
 AX1021
 AX1021.The orthometric height was determined by differential leveling
 AX1021.and adjusted by the National Geodetic Survey in June 1991..
 AX1021
 AX1021.The geoid height was determined by GEOID03.
 AX1021
 AX1021.The dynamic height is computed by dividing the NAVD 88
 AX1021.geopotential number by the normal gravity value computed on the
 AX1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1021.degrees latitude (g = 980.6199 gals.).
 AX1021
 AX1021.The modeled gravity was interpolated from observed gravity values.
 AX1021
 AX1021;                    North         East    Units  Estimated Accuracy
 AX1021;SPC TXSC     - 4,232,470.      819,160.      MT  (+/- 180 meters Scaled)
 AX1021
 AX1021                          SUPERSEDED SURVEY CONTROL
 AX1021
 AX1021  NGVD 29 (12/23/87)  105.990  (m)          347.74   (f) ADJUSTED    1 1
 AX1021
 AX1021.Superseded values are not recommended for survey control.
 AX1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1021.See file dsdata.txt to determine how the superseded data were derived.
 AX1021
 AX1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU191111(NAD 83)
 AX1021_MARKER: DB = BENCH MARK DISK
 AX1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1021_SP_SET: CONCRETE POST
 AX1021_STAMPING: J 766 1943
 AX1021_MARK LOGO: CGS   
 AX1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1021+STABILITY: SURFACE MOTION
 AX1021
 AX1021  HISTORY     - Date     Condition        Report By
 AX1021  HISTORY     - 1943     MONUMENTED       CGS
 AX1021  HISTORY     - 1973     GOOD             NGS
 AX1021  HISTORY     - 1976     GOOD             NGS
 AX1021  HISTORY     - 1976     GOOD             NGS
 AX1021  HISTORY     - 1978     GOOD             NGS
 AX1021  HISTORY     - 1986     GOOD             NGS
 AX1021
 AX1021                          STATION DESCRIPTION
 AX1021
 AX1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1021'3.2 MI W FROM FAYETTEVILLE.
 AX1021'3.2 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1021'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, 1 TELEPHONE POLE EAST OF
 AX1021'MILE POLE 998, 28.3 FEET NORTH OF THE NORTH RAIL, 6 1/2 FEET WEST OF
 AX1021'THE TELEPHONE POLE, 16.6 FEET SOUTHEAST OF THE CENTER OF THE WEST END
 AX1021'OF A 36-INCH CONCRETE PIPE CULVERT, 19 FEET WEST OF THE CENTER LINE OF
 AX1021'ABANDON ROAD CROSSING, 18.6 FEET SOUTH OF A FENCE, 1.2 FEET EAST OF
 AX1021'WITNESS POST, ABOUT LEVEL WITH THE TRACK, SET IN THE TOP OF A CONCRETE
 AX1021'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AX1021
 AX1021                          STATION RECOVERY (1976)
 AX1021
 AX1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1021'RECOVERED IN GOOD CONDITION.
 AX1021
 AX1021                          STATION RECOVERY (1976)
 AX1021
 AX1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1021'RECOVERED IN GOOD CONDITION.
 AX1021
 AX1021                          STATION RECOVERY (1978)
 AX1021
 AX1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1021'RECOVERED IN GOOD CONDITION.
 AX1021
 AX1021                          STATION RECOVERY (1986)
 AX1021
 AX1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1021'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AX1021'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0039 ***********************************************************************
 AX0039  DESIGNATION -  J 767
 AX0039  PID         -  AX0039
 AX0039  STATE/COUNTY-  TX/AUSTIN
 AX0039  USGS QUAD   -  CAT SPRING (1981)
 AX0039
 AX0039                         *CURRENT SURVEY CONTROL
 AX0039  ___________________________________________________________________
 AX0039* NAD 83(1986)-  29 50 59.     (N)    096 20 02.     (W)     SCALED    
 AX0039* NAVD 88     -        87.334  (meters)     286.53   (feet)  ADJUSTED  
 AX0039  ___________________________________________________________________
 AX0039  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0039  DYNAMIC HT  -          87.214 (meters)     286.13  (feet)  COMP
 AX0039  MODELED GRAV-     979,268.4   (mgal)                       NAVD 88
 AX0039
 AX0039  VERT ORDER  -  FIRST     CLASS I
 AX0039
 AX0039.The horizontal coordinates were scaled from a topographic map and have
 AX0039.an estimated accuracy of +/- 6 seconds.
 AX0039
 AX0039.The orthometric height was determined by differential leveling
 AX0039.and adjusted by the National Geodetic Survey in June 1991..
 AX0039
 AX0039.The geoid height was determined by GEOID03.
 AX0039
 AX0039.The dynamic height is computed by dividing the NAVD 88
 AX0039.geopotential number by the normal gravity value computed on the
 AX0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0039.degrees latitude (g = 980.6199 gals.).
 AX0039
 AX0039.The modeled gravity was interpolated from observed gravity values.
 AX0039
 AX0039;                    North         East    Units  Estimated Accuracy
 AX0039;SPC TXSC     - 4,226,410.      857,580.      MT  (+/- 180 meters Scaled)
 AX0039
 AX0039                          SUPERSEDED SURVEY CONTROL
 AX0039
 AX0039  NGVD 29 (12/23/87)   87.305  (m)          286.43   (f) ADJUSTED    1 1
 AX0039
 AX0039.Superseded values are not recommended for survey control.
 AX0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0039.See file dsdata.txt to determine how the superseded data were derived.
 AX0039
 AX0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU575051(NAD 83)
 AX0039_MARKER: DB = BENCH MARK DISK
 AX0039_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0039_SP_SET: CULVERT HEADWALL
 AX0039_STAMPING: J 767 1943
 AX0039_MARK LOGO: CGS   
 AX0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0039+STABILITY: SURFACE MOTION
 AX0039
 AX0039  HISTORY     - Date     Condition        Report By
 AX0039  HISTORY     - 1943     MONUMENTED       CGS
 AX0039  HISTORY     - 1973     GOOD             NGS
 AX0039  HISTORY     - 1976     GOOD             NGS
 AX0039  HISTORY     - 1976     GOOD             NGS
 AX0039  HISTORY     - 1978     GOOD             NGS
 AX0039  HISTORY     - 1986     GOOD             NGS
 AX0039  HISTORY     - 19991017 GOOD             USPSQD
 AX0039
 AX0039                          STATION DESCRIPTION
 AX0039
 AX0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0039'0.55 MI W FROM CAT SPRING.
 AX0039'0.55 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0039'CROSSING OF FARM ROAD 949 AT CAT SPRING, 13 POLES WEST OF MILE POLE
 AX0039'1024, IN THE TOP AND 0.8 FOOT WEST OF THE EAST END OF THE SOUTH
 AX0039'CONCRETE HEADWALL OF A LARGE BOX CULVERT, 25.0 FEET SOUTH OF THE SOUTH
 AX0039'RAIL OF THE MAIN TRACK, 10.0 FEET SOUTH OF THE SOUTH RAIL OF THE SIDE
 AX0039'TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 AX0039
 AX0039                          STATION RECOVERY (1976)
 AX0039
 AX0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0039'RECOVERED IN GOOD CONDITION.
 AX0039
 AX0039                          STATION RECOVERY (1976)
 AX0039
 AX0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0039'RECOVERED IN GOOD CONDITION.
 AX0039
 AX0039                          STATION RECOVERY (1978)
 AX0039
 AX0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0039'RECOVERED IN GOOD CONDITION.
 AX0039
 AX0039                          STATION RECOVERY (1986)
 AX0039
 AX0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0039'RECOVERED IN GOOD CONDITION.
 AX0039
 AX0039                          STATION RECOVERY (1999)
 AX0039
 AX0039'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0125 ***********************************************************************
 AW0125  DESIGNATION -  J 768
 AW0125  PID         -  AW0125
 AW0125  STATE/COUNTY-  TX/WALLER
 AW0125  USGS QUAD   -  BROOKSHIRE (1980)
 AW0125
 AW0125                         *CURRENT SURVEY CONTROL
 AW0125  ___________________________________________________________________
 AW0125* NAD 83(1986)-  29 47 10.     (N)    095 56 11.     (W)     SCALED    
 AW0125* NAVD 88     -        48.509  (meters)     159.15   (feet)  ADJUSTED  
 AW0125  ___________________________________________________________________
 AW0125  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW0125  DYNAMIC HT  -          48.443 (meters)     158.93  (feet)  COMP
 AW0125  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 AW0125  OBS GRAVITY -     979,272.7   (mgal)                       GRAV_OBS
 AW0125
 AW0125  VERT ORDER  -  FIRST     CLASS I
 AW0125
 AW0125.The horizontal coordinates were scaled from a topographic map and have
 AW0125.an estimated accuracy of +/- 6 seconds.
 AW0125
 AW0125.The orthometric height was determined by differential leveling
 AW0125.and adjusted by the National Geodetic Survey in June 1991..
 AW0125
 AW0125.The geoid height was determined by GEOID03.
 AW0125
 AW0125.The dynamic height is computed by dividing the NAVD 88
 AW0125.geopotential number by the normal gravity value computed on the
 AW0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0125.degrees latitude (g = 980.6199 gals.).
 AW0125
 AW0125.The modeled gravity was interpolated from observed gravity values.
 AW0125.The observed gravity was obtained from relative gravimeter ties
 AW0125.to the IGSN71 gravity network.
 AW0125
 AW0125;                    North         East    Units  Estimated Accuracy
 AW0125;SPC TXSC     - 4,220,300.      896,160.      MT  (+/- 180 meters Scaled)
 AW0125
 AW0125                          SUPERSEDED SURVEY CONTROL
 AW0125
 AW0125  NGVD 29 (12/23/87)   48.494  (m)          159.10   (f) ADJUSTED    1 1
 AW0125
 AW0125.Superseded values are not recommended for survey control.
 AW0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0125.See file dsdata.txt to determine how the superseded data were derived.
 AW0125
 AW0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN161987(NAD 83)
 AW0125_MARKER: DB = BENCH MARK DISK
 AW0125_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW0125_SP_SET: BRIDGE CURB
 AW0125_STAMPING: J 768 1943
 AW0125_MARK LOGO: CGS   
 AW0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0125
 AW0125  HISTORY     - Date     Condition        Report By
 AW0125  HISTORY     - 1943     MONUMENTED       CGS
 AW0125  HISTORY     - 1973     GOOD             NGS
 AW0125  HISTORY     - 1976     GOOD             NGS
 AW0125  HISTORY     - 1978     GOOD             NGS
 AW0125  HISTORY     - 1986     GOOD             NGS
 AW0125  HISTORY     - 1990     GOOD             USPSQD
 AW0125  HISTORY     - 20030825 MARK NOT FOUND   USPSQD
 AW0125  HISTORY     - 20041012 MARK NOT FOUND   USPSQD
 AW0125
 AW0125                          STATION DESCRIPTION
 AW0125
 AW0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0125'1.05 MI E FROM BROOKSHIRE.
 AW0125'ABOUT 1.05 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0125'THE STATION AT BROOKSHIRE, ABOUT 17.2 FEET NORTH OF THE CENTER LINE OF
 AW0125'US HIGHWAY 90, 79.8 FEET SOUTH OF THE SOUTH RAIL, 2 1/2 FEET WEST OF
 AW0125'THE EAST END OF THE NORTH GUARD RAIL, SET IN THE TOP OF THE EAST END
 AW0125'OF THE NORTH CONCRETE CURB OF THE GUARD RAIL OF THE HIGHWAY BRIDGE,
 AW0125'AND ABOUT 1 FOOT ABOVE THE LEVEL OF HWY. 90.
 AW0125
 AW0125                          STATION RECOVERY (1976)
 AW0125
 AW0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0125'RECOVERED IN GOOD CONDITION.
 AW0125
 AW0125                          STATION RECOVERY (1978)
 AW0125
 AW0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0125'RECOVERED IN GOOD CONDITION.
 AW0125
 AW0125                          STATION RECOVERY (1986)
 AW0125
 AW0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0125'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW0125'ADD--1.45 KM (0.9 MI) EAST ALONG US HIGHWAY 90 FROM THE JUNCTION OF FM
 AW0125'ROAD 359 SOUTH IN BROOKSHIRE.
 AW0125
 AW0125                          STATION RECOVERY (1990)
 AW0125
 AW0125'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0125'RECOVERED IN GOOD CONDITION.
 AW0125
 AW0125                          STATION RECOVERY (2003)
 AW0125
 AW0125'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AW0125'BRIDGE AND CURB REPLACED.
 AW0125
 AW0125                          STATION RECOVERY (2004)
 AW0125
 AW0125'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0386 ***********************************************************************
 BN0386  DESIGNATION -  J 77
 BN0386  PID         -  BN0386
 BN0386  STATE/COUNTY-  TX/KIMBLE
 BN0386  USGS QUAD   -  RUST RANCH (1970)
 BN0386
 BN0386                         *CURRENT SURVEY CONTROL
 BN0386  ___________________________________________________________________
 BN0386* NAD 83(1986)-  30 40 15.     (N)    099 52 39.     (W)     SCALED    
 BN0386* NAVD 88     -       647.065  (meters)    2122.91   (feet)  POSTED    
 BN0386  ___________________________________________________________________
 BN0386  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 BN0386  DYNAMIC HT  -         646.150 (meters)    2119.91  (feet)  COMP
 BN0386  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 BN0386
 BN0386  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0386
 BN0386.The horizontal coordinates were scaled from a topographic map and have
 BN0386.an estimated accuracy of +/- 6 seconds.
 BN0386
 BN0386.The orthometric height was determined by differential leveling
 BN0386.and adjusted by the National Geodetic Survey in 1992..
 BN0386.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0386.rate of 0.0 thru 1.0 mm/km.
 BN0386
 BN0386.The geoid height was determined by GEOID03.
 BN0386
 BN0386.The dynamic height is computed by dividing the NAVD 88
 BN0386.geopotential number by the normal gravity value computed on the
 BN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0386.degrees latitude (g = 980.6199 gals.).
 BN0386
 BN0386.The modeled gravity was interpolated from observed gravity values.
 BN0386
 BN0386;                    North         East    Units  Estimated Accuracy
 BN0386;SPC TX C     - 3,111,410.      743,680.      MT  (+/- 180 meters Scaled)
 BN0386
 BN0386                          SUPERSEDED SURVEY CONTROL
 BN0386
 BN0386  NGVD 29 (??/??/92)  647.002  (m)         2122.71   (f) ADJ UNCH    1 2
 BN0386
 BN0386.Superseded values are not recommended for survey control.
 BN0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0386.See file dsdata.txt to determine how the superseded data were derived.
 BN0386
 BN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU159934(NAD 83)
 BN0386_MARKER: DB = BENCH MARK DISK
 BN0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0386_STAMPING: 2122.706 J 77 1931
 BN0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0386+STABILITY: SURFACE MOTION
 BN0386
 BN0386  HISTORY     - Date     Condition        Report By
 BN0386  HISTORY     - 1931     MONUMENTED       CGS
 BN0386  HISTORY     - 1970     MARK NOT FOUND   USGS
 BN0386  HISTORY     - 19981227 MARK NOT FOUND   USPSQD
 BN0386
 BN0386                          STATION DESCRIPTION
 BN0386
 BN0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0386'19.8 MI S FROM MENARD.
 BN0386'IN KIMBLE COUNTY, 19.8 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM MENARD,
 BN0386'MENARD COUNTY, 3.1 MILES SOUTH OF THE ENTRANCE TO A SHELL OIL PUMP
 BN0386'STATION, AT THE FOOT OF TWO HILLS, AT A CURVE, 45 FEET EAST OF THE
 BN0386'HIGHWAY, AND 6 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 BN0386'2122.706 J 77 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BN0386'INCHES ABOVE GROUND.
 BN0386
 BN0386                          STATION RECOVERY (1970)
 BN0386
 BN0386'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BN0386'MARK NOT FOUND.
 BN0386
 BN0386                          STATION RECOVERY (1998)
 BN0386
 BN0386'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0733 ***********************************************************************
 AE0733  DESIGNATION -  J 770
 AE0733  PID         -  AE0733
 AE0733  STATE/COUNTY-  TX/STARR
 AE0733  USGS QUAD   -  EL CHAPOTE CREEK (1972)
 AE0733
 AE0733                         *CURRENT SURVEY CONTROL
 AE0733  ___________________________________________________________________
 AE0733* NAD 83(1986)-  26 31 31.     (N)    098 55 00.     (W)     SCALED    
 AE0733* NAVD 88     -       111.953  (meters)     367.30   (feet)  ADJUSTED  
 AE0733  ___________________________________________________________________
 AE0733  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 AE0733  DYNAMIC HT  -         111.769 (meters)     366.70  (feet)  COMP
 AE0733  MODELED GRAV-     979,005.0   (mgal)                       NAVD 88
 AE0733
 AE0733  VERT ORDER  -  SECOND    CLASS 0
 AE0733
 AE0733.The horizontal coordinates were scaled from a topographic map and have
 AE0733.an estimated accuracy of +/- 6 seconds.
 AE0733
 AE0733.The orthometric height was determined by differential leveling
 AE0733.and adjusted by the National Geodetic Survey in June 1991..
 AE0733
 AE0733.The geoid height was determined by GEOID03.
 AE0733
 AE0733.The dynamic height is computed by dividing the NAVD 88
 AE0733.geopotential number by the normal gravity value computed on the
 AE0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0733.degrees latitude (g = 980.6199 gals.).
 AE0733
 AE0733.The modeled gravity was interpolated from observed gravity values.
 AE0733
 AE0733;                    North         East    Units  Estimated Accuracy
 AE0733;SPC TX S     - 5,095,200.      258,480.      MT  (+/- 180 meters Scaled)
 AE0733
 AE0733                          SUPERSEDED SURVEY CONTROL
 AE0733
 AE0733  NGVD 29 (??/??/92)  112.006  (m)          367.47   (f) ADJ UNCH    2 0
 AE0733
 AE0733.Superseded values are not recommended for survey control.
 AE0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0733.See file dsdata.txt to determine how the superseded data were derived.
 AE0733
 AE0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ083338(NAD 83)
 AE0733_MARKER: DB = BENCH MARK DISK
 AE0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0733_STAMPING: J 770 1942
 AE0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0733+STABILITY: SURFACE MOTION
 AE0733
 AE0733  HISTORY     - Date     Condition        Report By
 AE0733  HISTORY     - 1942     MONUMENTED       CGS
 AE0733
 AE0733                          STATION DESCRIPTION
 AE0733
 AE0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0733'8.8 MI N FROM GARCENO.
 AE0733'70 REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND THE HEBBRONVILLE
 AE0733'ROAD AT GARCENO, PROCEED 8.8 MILES NORTHERLY ALONG THE HEBBRONVILLE
 AE0733'ROAD TO AN OLD CALICHE PIT AND SITE OF BENCH MARK. BENCH MARK IS 90.0
 AE0733'YARDS SOUTH OF THE CENTERLINE OF A DIRT ROAD LEADING WEST TO THE SAN
 AE0733'MANUEL RANCH.  IT IS 71.0 FEET NORTH OF THE NORTH EDGE OF AN OLD
 AE0733'CALICHE PIT, 32.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0733'CENTERLINE OF THE ROAD.  MONUMENT IS 2.5 FEET SOUTH OF A 4X4 INCH
 AE0733'WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0799 ***********************************************************************
 AE0799  DESIGNATION -  J 771
 AE0799  PID         -  AE0799
 AE0799  STATE/COUNTY-  TX/JIM HOGG
 AE0799  USGS QUAD   -  CUEVITAS SW (1972)
 AE0799
 AE0799                         *CURRENT SURVEY CONTROL
 AE0799  ___________________________________________________________________
 AE0799* NAD 83(1986)-  26 46 12.     (N)    098 56 05.     (W)     SCALED    
 AE0799* NAVD 88     -       137.797  (meters)     452.09   (feet)  ADJUSTED  
 AE0799  ___________________________________________________________________
 AE0799  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AE0799  DYNAMIC HT  -         137.573 (meters)     451.35  (feet)  COMP
 AE0799  MODELED GRAV-     979,016.7   (mgal)                       NAVD 88
 AE0799
 AE0799  VERT ORDER  -  SECOND    CLASS 0
 AE0799
 AE0799.The horizontal coordinates were scaled from a topographic map and have
 AE0799.an estimated accuracy of +/- 6 seconds.
 AE0799
 AE0799.The orthometric height was determined by differential leveling
 AE0799.and adjusted by the National Geodetic Survey in June 1991..
 AE0799
 AE0799.The geoid height was determined by GEOID03.
 AE0799
 AE0799.The dynamic height is computed by dividing the NAVD 88
 AE0799.geopotential number by the normal gravity value computed on the
 AE0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0799.degrees latitude (g = 980.6199 gals.).
 AE0799
 AE0799.The modeled gravity was interpolated from observed gravity values.
 AE0799
 AE0799;                    North         East    Units  Estimated Accuracy
 AE0799;SPC TX S     - 5,122,320.      256,770.      MT  (+/- 180 meters Scaled)
 AE0799
 AE0799                          SUPERSEDED SURVEY CONTROL
 AE0799
 AE0799  NGVD 29 (??/??/92)  137.849  (m)          452.26   (f) ADJ UNCH    2 0
 AE0799
 AE0799.Superseded values are not recommended for survey control.
 AE0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0799.See file dsdata.txt to determine how the superseded data were derived.
 AE0799
 AE0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ064609(NAD 83)
 AE0799_MARKER: DB = BENCH MARK DISK
 AE0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0799_STAMPING: J 771
 AE0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0799+STABILITY: SURFACE MOTION
 AE0799
 AE0799  HISTORY     - Date     Condition        Report By
 AE0799  HISTORY     - UNK      MONUMENTED       CGS
 AE0799  HISTORY     - 1942     GOOD             NGS
 AE0799
 AE0799                          STATION DESCRIPTION
 AE0799
 AE0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0799'9.7 MI SW FROM GUERRA.
 AE0799'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0799'GUERRA) PROCEED 7.1 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO A PASTURE
 AE0799'FENCE AND A CATTLE GUARD AND SITE OF BENCH MARK.  BENCH MARK IS 20.0
 AE0799'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF DIRT
 AE0799'ROAD.  IT IS 14.0 FEET EAST OF THE NORTHEAST CORNER OF CATTLE GUARD,
 AE0799'3.0 FEET NORTH OF A FENCE CORNER.  MONUMENT IS 3.0 FEET SOUTH OF A 4X4
 AE0799'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0853 ***********************************************************************
 AE0853  DESIGNATION -  J 772
 AE0853  PID         -  AE0853
 AE0853  STATE/COUNTY-  TX/STARR
 AE0853  USGS QUAD   -  VIBORAS (1993)
 AE0853
 AE0853                         *CURRENT SURVEY CONTROL
 AE0853  ___________________________________________________________________
 AE0853* NAD 83(1986)-  26 40 58.     (N)    098 46 20.     (W)     SCALED    
 AE0853* NAVD 88     -       145.087  (meters)     476.01   (feet)  ADJUSTED  
 AE0853  ___________________________________________________________________
 AE0853  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0853  DYNAMIC HT  -         144.849 (meters)     475.23  (feet)  COMP
 AE0853  MODELED GRAV-     979,002.5   (mgal)                       NAVD 88
 AE0853
 AE0853  VERT ORDER  -  SECOND    CLASS 0
 AE0853
 AE0853.The horizontal coordinates were scaled from a topographic map and have
 AE0853.an estimated accuracy of +/- 6 seconds.
 AE0853
 AE0853.The orthometric height was determined by differential leveling
 AE0853.and adjusted by the National Geodetic Survey in June 1991..
 AE0853
 AE0853.The geoid height was determined by GEOID03.
 AE0853
 AE0853.The dynamic height is computed by dividing the NAVD 88
 AE0853.geopotential number by the normal gravity value computed on the
 AE0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0853.degrees latitude (g = 980.6199 gals.).
 AE0853
 AE0853.The modeled gravity was interpolated from observed gravity values.
 AE0853
 AE0853;                    North         East    Units  Estimated Accuracy
 AE0853;SPC TX S     - 5,112,610.      272,910.      MT  (+/- 180 meters Scaled)
 AE0853
 AE0853                          SUPERSEDED SURVEY CONTROL
 AE0853
 AE0853  NGVD 29 (??/??/92)  145.127  (m)          476.14   (f) ADJ UNCH    2 0
 AE0853
 AE0853.Superseded values are not recommended for survey control.
 AE0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0853.See file dsdata.txt to determine how the superseded data were derived.
 AE0853
 AE0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ226513(NAD 83)
 AE0853_MARKER: DB = BENCH MARK DISK
 AE0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0853_STAMPING: J 772 1942
 AE0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0853+STABILITY: SURFACE MOTION
 AE0853
 AE0853  HISTORY     - Date     Condition        Report By
 AE0853  HISTORY     - 1942     MONUMENTED       CGS
 AE0853  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0853
 AE0853                          STATION DESCRIPTION
 AE0853
 AE0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0853'15.9 MI W FROM LA GLORIA.
 AE0853'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 15.9 MILES
 AE0853'WESTERLY ALONG A COUNTY GRADED ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE0853'IS 0.25 MILE WEST OF AND ACROSS THE ROAD FROM THE INTERSECTION OF A
 AE0853'DIRT ROAD LEADING SOUTH THROUGH A LARGE WOODEN GATE.  IT IS 24.3 FEET
 AE0853'NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD. MONUMENT
 AE0853'IS 2.6 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AE0853'0.1 FOOT ABOVE THE GROUND.
 AE0853
 AE0853                          STATION RECOVERY (1972)
 AE0853
 AE0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0875 ***********************************************************************
 AE0875  DESIGNATION -  J 773
 AE0875  PID         -  AE0875
 AE0875  STATE/COUNTY-  TX/STARR
 AE0875  USGS QUAD   -  LA GLORIA (1993)
 AE0875
 AE0875                         *CURRENT SURVEY CONTROL
 AE0875  ___________________________________________________________________
 AE0875* NAD 83(1986)-  26 44 46.     (N)    098 36 23.     (W)     SCALED    
 AE0875* NAVD 88     -       130.542  (meters)     428.29   (feet)  ADJUSTED  
 AE0875  ___________________________________________________________________
 AE0875  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AE0875  DYNAMIC HT  -         130.328 (meters)     427.58  (feet)  COMP
 AE0875  MODELED GRAV-     979,006.2   (mgal)                       NAVD 88
 AE0875
 AE0875  VERT ORDER  -  SECOND    CLASS 0
 AE0875
 AE0875.The horizontal coordinates were scaled from a topographic map and have
 AE0875.an estimated accuracy of +/- 6 seconds.
 AE0875
 AE0875.The orthometric height was determined by differential leveling
 AE0875.and adjusted by the National Geodetic Survey in June 1991..
 AE0875
 AE0875.The geoid height was determined by GEOID03.
 AE0875
 AE0875.The dynamic height is computed by dividing the NAVD 88
 AE0875.geopotential number by the normal gravity value computed on the
 AE0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0875.degrees latitude (g = 980.6199 gals.).
 AE0875
 AE0875.The modeled gravity was interpolated from observed gravity values.
 AE0875
 AE0875;                    North         East    Units  Estimated Accuracy
 AE0875;SPC TX S     - 5,119,600.      289,420.      MT  (+/- 180 meters Scaled)
 AE0875
 AE0875                          SUPERSEDED SURVEY CONTROL
 AE0875
 AE0875  NGVD 29 (??/??/92)  130.598  (m)          428.47   (f) ADJ UNCH    2 0
 AE0875
 AE0875.Superseded values are not recommended for survey control.
 AE0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0875.See file dsdata.txt to determine how the superseded data were derived.
 AE0875
 AE0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ391583(NAD 83)
 AE0875_MARKER: DB = BENCH MARK DISK
 AE0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0875_STAMPING: J 773 1942
 AE0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0875+STABILITY: SURFACE MOTION
 AE0875
 AE0875  HISTORY     - Date     Condition        Report By
 AE0875  HISTORY     - 1942     MONUMENTED       CGS
 AE0875
 AE0875                          STATION DESCRIPTION
 AE0875
 AE0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0875'6.3 MI NW FROM LA GLORIA.
 AE0875'TO REACH FROM THE INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY,
 AE0875'(3.8 MILES WEST OF THE SCHOOL BUILDING AT LA GLORIA) PROCEED 2.5 MILES
 AE0875'NORTHWEST ALONG GRAVEL ROAD TO SITE OF BENCH MARK. BENCH MARK IS 0.3
 AE0875'MILE NORTHWEST OF A WINDMILL AND A CONCRETE WATER TANK ON THE
 AE0875'NORTHEAST SIDE OF ROAD.  IT IS 24.0 FEET NORTHEAST OF AND ABOUT THE
 AE0875'SAME ELEVATION AS THE CENTERLINE OF GRAVEL ROAD, 2.0 FEET NORTHEAST OF
 AE0875'AND INSIDE THE RIGHT OF WAY FENCE, 3.0 FEET NORTH OF A TELEPHONE POLE.
 AE0875'MONUMENT IS 3.0 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER
 AE0875'POST, AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1110 ***********************************************************************
 AE1110  DESIGNATION -  J 774
 AE1110  PID         -  AE1110
 AE1110  STATE/COUNTY-  TX/ZAPATA
 AE1110  USGS QUAD   -  BECKWITH ARM (1980)
 AE1110
 AE1110                         *CURRENT SURVEY CONTROL
 AE1110  ___________________________________________________________________
 AE1110* NAD 83(1986)-  26 37 56.     (N)    099 09 00.     (W)     SCALED    
 AE1110* NAVD 88     -       108.706  (meters)     356.65   (feet)  ADJUSTED  
 AE1110  ___________________________________________________________________
 AE1110  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AE1110  DYNAMIC HT  -         108.529 (meters)     356.07  (feet)  COMP
 AE1110  MODELED GRAV-     979,023.5   (mgal)                       NAVD 88
 AE1110
 AE1110  VERT ORDER  -  FIRST     CLASS II
 AE1110
 AE1110.The horizontal coordinates were scaled from a topographic map and have
 AE1110.an estimated accuracy of +/- 6 seconds.
 AE1110
 AE1110.The orthometric height was determined by differential leveling
 AE1110.and adjusted by the National Geodetic Survey in June 1991..
 AE1110
 AE1110.The geoid height was determined by GEOID03.
 AE1110
 AE1110.The dynamic height is computed by dividing the NAVD 88
 AE1110.geopotential number by the normal gravity value computed on the
 AE1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1110.degrees latitude (g = 980.6199 gals.).
 AE1110
 AE1110.The modeled gravity was interpolated from observed gravity values.
 AE1110
 AE1110;                    North         East    Units  Estimated Accuracy
 AE1110;SPC TX S     - 5,107,140.      235,280.      MT  (+/- 180 meters Scaled)
 AE1110
 AE1110                          SUPERSEDED SURVEY CONTROL
 AE1110
 AE1110  NGVD 29 (??/??/92)  108.743  (m)          356.77   (f) ADJ UNCH    1 2
 AE1110
 AE1110.Superseded values are not recommended for survey control.
 AE1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1110.See file dsdata.txt to determine how the superseded data were derived.
 AE1110
 AE1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ850457(NAD 83)
 AE1110_MARKER: DB = BENCH MARK DISK
 AE1110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1110_SP_SET: CULVERT
 AE1110_STAMPING: J 774 1942
 AE1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1110
 AE1110  HISTORY     - Date     Condition        Report By
 AE1110  HISTORY     - 1942     MONUMENTED       CGS
 AE1110  HISTORY     - 1956     GOOD             NGS
 AE1110
 AE1110                          STATION DESCRIPTION
 AE1110
 AE1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1110'4.8 MI NW FROM FALCON HIGHTS.
 AE1110'0.1 MILE NORTH ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1110'HIGHTS, THENCE 4.7 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 83, 0.9 MILE
 AE1110'NORTHWEST OF A JUNCTION WITH A NORTHEAST AND SOUTHWEST ROAD, 26 FEET
 AE1110'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE
 AE1110'NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1160 ***********************************************************************
 AE1160  DESIGNATION -  J 775
 AE1160  PID         -  AE1160
 AE1160  STATE/COUNTY-  TX/ZAPATA
 AE1160  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1160
 AE1160                         *CURRENT SURVEY CONTROL
 AE1160  ___________________________________________________________________
 AE1160* NAD 83(1986)-  26 47 15.     (N)    099 06 42.     (W)     SCALED    
 AE1160* NAVD 88     -       112.902  (meters)     370.41   (feet)  ADJUSTED  
 AE1160  ___________________________________________________________________
 AE1160  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AE1160  DYNAMIC HT  -         112.719 (meters)     369.81  (feet)  COMP
 AE1160  MODELED GRAV-     979,026.7   (mgal)                       NAVD 88
 AE1160
 AE1160  VERT ORDER  -  SECOND    CLASS 0
 AE1160
 AE1160.The horizontal coordinates were scaled from a topographic map and have
 AE1160.an estimated accuracy of +/- 6 seconds.
 AE1160
 AE1160.The orthometric height was determined by differential leveling
 AE1160.and adjusted by the National Geodetic Survey in June 1991..
 AE1160
 AE1160.The geoid height was determined by GEOID03.
 AE1160
 AE1160.The dynamic height is computed by dividing the NAVD 88
 AE1160.geopotential number by the normal gravity value computed on the
 AE1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1160.degrees latitude (g = 980.6199 gals.).
 AE1160
 AE1160.The modeled gravity was interpolated from observed gravity values.
 AE1160
 AE1160;                    North         East    Units  Estimated Accuracy
 AE1160;SPC TX S     - 5,124,330.      239,180.      MT  (+/- 180 meters Scaled)
 AE1160
 AE1160                          SUPERSEDED SURVEY CONTROL
 AE1160
 AE1160  NGVD 29 (??/??/92)  112.950  (m)          370.57   (f) ADJ UNCH    2 0
 AE1160
 AE1160.Superseded values are not recommended for survey control.
 AE1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1160.See file dsdata.txt to determine how the superseded data were derived.
 AE1160
 AE1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ889629(NAD 83)
 AE1160_MARKER: DB = BENCH MARK DISK
 AE1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1160_STAMPING: J 775 1943
 AE1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1160+STABILITY: SURFACE MOTION
 AE1160
 AE1160  HISTORY     - Date     Condition        Report By
 AE1160  HISTORY     - 1943     MONUMENTED       CGS
 AE1160  HISTORY     - 1975     MARK NOT FOUND   USGS
 AE1160
 AE1160                          STATION DESCRIPTION
 AE1160
 AE1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1160'7.8 MI NE FROM SANTA ROSA.
 AE1160'TO REACH FROM THE INTERSECTION OF A GRAVEL ROAD LEADING NORTHEASTERLY,
 AE1160'(0.9 MILE NORTH OF SANTA ROSA) PROCEED 6.9 MILES NORTHEASTERLY ALONG A
 AE1160'GRAVEL ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING NORTHWEST AND
 AE1160'SITE OF BENCH MARK.  BENCH MARK IS 0.3 MILE NORTHEAST OF A LARGE
 AE1160'WOODEN BRIDGE, 0.2 MILE NORTHEAST OF A SMALL MEXICAN HOUSE AND A
 AE1160'WINDMILL.  IT IS 54.0 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE
 AE1160'CENTERLINE OF GRAVEL ROAD, AND IN LINE WITH THE CENTERLINE OF DIRT
 AE1160'ROAD LEADING NORTHWEST.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH
 AE1160'WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AE1160
 AE1160                          STATION RECOVERY (1975)
 AE1160
 AE1160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AE1160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0131 ***********************************************************************
 AB0131  DESIGNATION -  J 776
 AB0131  PID         -  AB0131
 AB0131  STATE/COUNTY-  TX/CAMERON
 AB0131  USGS QUAD   -  PALMITO HILL (1983)
 AB0131
 AB0131                         *CURRENT SURVEY CONTROL
 AB0131  ___________________________________________________________________
 AB0131* NAD 83(1986)-  25 58 59.     (N)    097 16 25.     (W)     SCALED    
 AB0131* NAVD 88     -         1.862  (meters)       6.11   (feet)  ADJUSTED  
 AB0131  ___________________________________________________________________
 AB0131  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB0131  DYNAMIC HT  -           1.859 (meters)       6.10  (feet)  COMP
 AB0131  MODELED GRAV-     979,056.3   (mgal)                       NAVD 88
 AB0131
 AB0131  VERT ORDER  -  SECOND    CLASS 0
 AB0131
 AB0131.The horizontal coordinates were scaled from a topographic map and have
 AB0131.an estimated accuracy of +/- 6 seconds.
 AB0131
 AB0131.The orthometric height was determined by differential leveling
 AB0131.and adjusted by the National Geodetic Survey in June 1991..
 AB0131
 AB0131.The geoid height was determined by GEOID03.
 AB0131
 AB0131.The dynamic height is computed by dividing the NAVD 88
 AB0131.geopotential number by the normal gravity value computed on the
 AB0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0131.degrees latitude (g = 980.6199 gals.).
 AB0131
 AB0131.The modeled gravity was interpolated from observed gravity values.
 AB0131
 AB0131;                    North         East    Units  Estimated Accuracy
 AB0131;SPC TX S     - 5,035,650.      422,810.      MT  (+/- 180 meters Scaled)
 AB0131
 AB0131                          SUPERSEDED SURVEY CONTROL
 AB0131
 AB0131  NGVD 29 (??/??/92)    1.961  (m)            6.43   (f) ADJ UNCH    2 0
 AB0131
 AB0131.Superseded values are not recommended for survey control.
 AB0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0131.See file dsdata.txt to determine how the superseded data were derived.
 AB0131
 AB0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP728749(NAD 83)
 AB0131_MARKER: DB = BENCH MARK DISK
 AB0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0131_SP_SET: MUD FLAT
 AB0131_STAMPING: J 776 1942
 AB0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0131
 AB0131  HISTORY     - Date     Condition        Report By
 AB0131  HISTORY     - 1942     MONUMENTED       CGS
 AB0131  HISTORY     - 1949     GOOD             NGS
 AB0131
 AB0131                          STATION DESCRIPTION
 AB0131
 AB0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AB0131'16.8 MI NE FROM BROWNSVILLE.
 AB0131'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 4 AND STATE HIGHWAY
 AB0131'48, NE OF BROWNSVILLE, GO E ON HIGHWAY 4 ABOUT 12.6 MILES TO GRADED
 AB0131'DIRT ROAD NNE, TURN LEFT AND FOLLOW DIRT ROAD 2.0 MILES TO BENCH MARK,
 AB0131'ABOUT 80 FT. W OF AND ABOUT SAME ELEVATION AS CENTERLINE OF ROAD, IN A
 AB0131'MUD FLAT, ABOUT 75 FT. N OF SMALL SAND WASH, AND 3 FT. N OF 4X4 INCH
 AB0131'WOOD WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0585 ***********************************************************************
 AJ0585  DESIGNATION -  J 778 RESET 1947
 AJ0585  PID         -  AJ0585
 AJ0585  STATE/COUNTY-  TX/JIM HOGG
 AJ0585  USGS QUAD   -  MC CAMPBELL RANCH (1972)
 AJ0585
 AJ0585                         *CURRENT SURVEY CONTROL
 AJ0585  ___________________________________________________________________
 AJ0585* NAD 83(1986)-  27 11 14.     (N)    098 44 48.     (W)     SCALED    
 AJ0585* NAVD 88     -       201.06   (meters)     659.6    (feet)  RESET     
 AJ0585  ___________________________________________________________________
 AJ0585  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AJ0585
 AJ0585  VERT ORDER  -  THIRD
 AJ0585
 AJ0585.The horizontal coordinates were scaled from a topographic map and have
 AJ0585.an estimated accuracy of +/- 6 seconds.
 AJ0585
 AJ0585.The orthometric height was computed from unverified reset data.
 AJ0585
 AJ0585.The geoid height was determined by GEOID03.
 AJ0585
 AJ0585;                    North         East    Units  Estimated Accuracy
 AJ0585;SPC TX S     - 5,168,490.      275,560.      MT  (+/- 180 meters Scaled)
 AJ0585
 AJ0585                          SUPERSEDED SURVEY CONTROL
 AJ0585
 AJ0585.No superseded survey control is available for this station.
 AJ0585
 AJ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR250071(NAD 83)
 AJ0585_MARKER: DB = BENCH MARK DISK
 AJ0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0585_STAMPING: J 778 RESET 1947
 AJ0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0585+STABILITY: SURFACE MOTION
 AJ0585
 AJ0585  HISTORY     - Date     Condition        Report By
 AJ0585  HISTORY     - 1947     MONUMENTED       CGS
 AJ0585  HISTORY     - 1968     GOOD             NGS
 AJ0585
 AJ0585                          STATION DESCRIPTION
 AJ0585
 AJ0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AJ0585'9.8 MI SW FROM HEBBRONVILLE.
 AJ0585'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAYS 16-285 FROM THERE JUNCTION
 AJ0585'WITH STATE HIGHWAY 359 IN HEBBRONVILLE, THENCE 9.4 MILES SOUTHWEST
 AJ0585'ALONG STATE HIGHWAY 16 TO SITE OF BENCH MARK.  AT THE EAST END OF A
 AJ0585'CURVE OF THE OLD SECTION OF THE ROAD, 44 FEET NORTH OF THE CENTER LINE
 AJ0585'OF THE ROAD, 1 FOOT SOUTH OF THE FENCE LINE, AND 1 FOOT EAST OF A
 AJ0585'METAL WITNESS POST.  A STANDARD C AND G S BENCH MARK DISK SET IN A
 AJ0585'CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.  THE BENCH MARK IS
 AJ0585'ABOUT 0.1 MILE NORTHWEST OF STATE HIGHWAY 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0638 ***********************************************************************
 AJ0638  DESIGNATION -  J 779
 AJ0638  PID         -  AJ0638
 AJ0638  STATE/COUNTY-  TX/JIM HOGG
 AJ0638  USGS QUAD   -  THOMPSONVILLE (1972)
 AJ0638
 AJ0638                         *CURRENT SURVEY CONTROL
 AJ0638  ___________________________________________________________________
 AJ0638* NAD 83(1986)-  27 13 01.     (N)    098 56 22.     (W)     SCALED    
 AJ0638* NAVD 88     -       208.546  (meters)     684.20   (feet)  POSTED    
 AJ0638  ___________________________________________________________________
 AJ0638  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AJ0638  DYNAMIC HT  -         208.210 (meters)     683.10  (feet)  COMP
 AJ0638  MODELED GRAV-     979,029.7   (mgal)                       NAVD 88
 AJ0638
 AJ0638  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0638
 AJ0638.The horizontal coordinates were scaled from a topographic map and have
 AJ0638.an estimated accuracy of +/- 6 seconds.
 AJ0638
 AJ0638.The orthometric height was determined by differential leveling
 AJ0638.and adjusted by the National Geodetic Survey in 1992..
 AJ0638.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0638.rate of 1.1 thru 2.0 mm/km.
 AJ0638
 AJ0638.The geoid height was determined by GEOID03.
 AJ0638
 AJ0638.The dynamic height is computed by dividing the NAVD 88
 AJ0638.geopotential number by the normal gravity value computed on the
 AJ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0638.degrees latitude (g = 980.6199 gals.).
 AJ0638
 AJ0638.The modeled gravity was interpolated from observed gravity values.
 AJ0638
 AJ0638;                    North         East    Units  Estimated Accuracy
 AJ0638;SPC TX S     - 5,171,830.      256,470.      MT  (+/- 180 meters Scaled)
 AJ0638
 AJ0638                          SUPERSEDED SURVEY CONTROL
 AJ0638
 AJ0638  NGVD 29 (??/??/92)  208.576  (m)          684.30   (f) ADJ UNCH    2 0
 AJ0638
 AJ0638.Superseded values are not recommended for survey control.
 AJ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0638.See file dsdata.txt to determine how the superseded data were derived.
 AJ0638
 AJ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR059104(NAD 83)
 AJ0638_MARKER: DB = BENCH MARK DISK
 AJ0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0638_STAMPING: J 779 1943
 AJ0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0638+STABILITY: SURFACE MOTION
 AJ0638
 AJ0638  HISTORY     - Date     Condition        Report By
 AJ0638  HISTORY     - 1943     MONUMENTED       CGS
 AJ0638
 AJ0638                          STATION DESCRIPTION
 AJ0638
 AJ0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0638'11.0 MI NW FROM PETROLEUM.
 AJ0638'TO REACH FROM THE PETROLEUM POST OFFICE, PROCEED WESTERLY ON GRADED
 AJ0638'ROAD, GO 0.4 MILE.  TURN NORTHERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE,
 AJ0638'GO 10.0 MILES TO THE PUMPING PLANT AT THOMPSONVILLE, CONTINUE
 AJ0638'NORTHERLY ON ROAD TO MIRANDO CITY, AND GO 0.6 MILE TO SITE OF BENCH
 AJ0638'MARK.  BENCH MARK IS ABOUT 0.6 MILE NORTHWEST OF THE PUMPING PLANT AT
 AJ0638'THOMPSONVILLE.  33 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS
 AJ0638'THE CENTERLINE OF THE ROAD.  3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN
 AJ0638'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0028 ***********************************************************************
 BO0028  DESIGNATION -  J 78
 BO0028  PID         -  BO0028
 BO0028  STATE/COUNTY-  TX/EDWARDS
 BO0028  USGS QUAD   -  ELBOW LAKE (1987)
 BO0028
 BO0028                         *CURRENT SURVEY CONTROL
 BO0028  ___________________________________________________________________
 BO0028* NAD 83(1986)-  30 07 40.     (N)    100 09 27.     (W)     SCALED    
 BO0028* NAVD 88     -       654.572  (meters)    2147.54   (feet)  ADJUSTED  
 BO0028  ___________________________________________________________________
 BO0028  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0028  DYNAMIC HT  -         653.605 (meters)    2144.37  (feet)  COMP
 BO0028  MODELED GRAV-     979,144.2   (mgal)                       NAVD 88
 BO0028
 BO0028  VERT ORDER  -  FIRST     CLASS II
 BO0028
 BO0028.The horizontal coordinates were scaled from a topographic map and have
 BO0028.an estimated accuracy of +/- 6 seconds.
 BO0028
 BO0028.The orthometric height was determined by differential leveling
 BO0028.and adjusted by the National Geodetic Survey in June 1991..
 BO0028
 BO0028.The geoid height was determined by GEOID03.
 BO0028
 BO0028.The dynamic height is computed by dividing the NAVD 88
 BO0028.geopotential number by the normal gravity value computed on the
 BO0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0028.degrees latitude (g = 980.6199 gals.).
 BO0028
 BO0028.The modeled gravity was interpolated from observed gravity values.
 BO0028
 BO0028;                    North         East    Units  Estimated Accuracy
 BO0028;SPC TXSC     - 4,254,850.      488,470.      MT  (+/- 180 meters Scaled)
 BO0028
 BO0028                          SUPERSEDED SURVEY CONTROL
 BO0028
 BO0028  NGVD 29 (??/??/92)  654.518  (m)         2147.36   (f) ADJ UNCH    1 2
 BO0028
 BO0028.Superseded values are not recommended for survey control.
 BO0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0028.See file dsdata.txt to determine how the superseded data were derived.
 BO0028
 BO0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU885335(NAD 83)
 BO0028_MARKER: DB = BENCH MARK DISK
 BO0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0028_STAMPING: 2147.364 J 78 1931
 BO0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0028+STABILITY: SURFACE MOTION
 BO0028
 BO0028  HISTORY     - Date     Condition        Report By
 BO0028  HISTORY     - 1931     MONUMENTED       CGS
 BO0028  HISTORY     - 1971     GOOD             USGS
 BO0028
 BO0028                          STATION DESCRIPTION
 BO0028
 BO0028'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0028'8.6 MI NE FROM ROCK SPRINGS.
 BO0028'1.9 MILES N.E. ON HIWAY NO. 377.  THENCE 5.3 MILES N.E. ON RANCH ROAD
 BO0028'NO. 2630. THENCE 1.4 MILES N.E. ON GRAVEL ROAD TO STATION SIGHT.  30
 BO0028'FT. E. OF CENTERLINE OF ROAD.  355 FT. SOUTH FROM T-RD. WEST. STANDARD
 BO0028'DISK SET IN CONCRETE POST 3 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0679 ***********************************************************************
 AJ0679  DESIGNATION -  J 780
 AJ0679  PID         -  AJ0679
 AJ0679  STATE/COUNTY-  TX/JIM HOGG
 AJ0679  USGS QUAD   -  BRUNI SE (1972)
 AJ0679
 AJ0679                         *CURRENT SURVEY CONTROL
 AJ0679  ___________________________________________________________________
 AJ0679* NAD 83(1986)-  27 15 03.     (N)    098 47 26.     (W)     SCALED    
 AJ0679* NAVD 88     -       210.682  (meters)     691.21   (feet)  POSTED    
 AJ0679  ___________________________________________________________________
 AJ0679  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AJ0679  DYNAMIC HT  -         210.340 (meters)     690.09  (feet)  COMP
 AJ0679  MODELED GRAV-     979,026.9   (mgal)                       NAVD 88
 AJ0679
 AJ0679  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0679
 AJ0679.The horizontal coordinates were scaled from a topographic map and have
 AJ0679.an estimated accuracy of +/- 6 seconds.
 AJ0679
 AJ0679.The orthometric height was determined by differential leveling
 AJ0679.and adjusted by the National Geodetic Survey in 1992..
 AJ0679.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0679.rate of 0.0 thru 1.0 mm/km.
 AJ0679
 AJ0679.The geoid height was determined by GEOID03.
 AJ0679
 AJ0679.The dynamic height is computed by dividing the NAVD 88
 AJ0679.geopotential number by the normal gravity value computed on the
 AJ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0679.degrees latitude (g = 980.6199 gals.).
 AJ0679
 AJ0679.The modeled gravity was interpolated from observed gravity values.
 AJ0679
 AJ0679;                    North         East    Units  Estimated Accuracy
 AJ0679;SPC TX S     - 5,175,550.      271,230.      MT  (+/- 180 meters Scaled)
 AJ0679
 AJ0679                          SUPERSEDED SURVEY CONTROL
 AJ0679
 AJ0679  NGVD 29 (??/??/92)  210.705  (m)          691.29   (f) ADJ UNCH    2 0
 AJ0679
 AJ0679.Superseded values are not recommended for survey control.
 AJ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0679.See file dsdata.txt to determine how the superseded data were derived.
 AJ0679
 AJ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR207142(NAD 83)
 AJ0679_MARKER: DB = BENCH MARK DISK
 AJ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0679_STAMPING: J 780 1943
 AJ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0679+STABILITY: SURFACE MOTION
 AJ0679
 AJ0679  HISTORY     - Date     Condition        Report By
 AJ0679  HISTORY     - 1943     MONUMENTED       CGS
 AJ0679  HISTORY     - 1972     GOOD             USGS
 AJ0679
 AJ0679                          STATION DESCRIPTION
 AJ0679
 AJ0679'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AJ0679'2.0 MI SW FROM HEBBRONVILLE.
 AJ0679'2.0 MILES SOUTHWEST ALONG THE ZAPATA HWY (STATE HWY 16) FROM THE JCT
 AJ0679'OF STATE HWY 285 AT HEBBRONVILLE, JIM HOGG COUNTY, THENCE WEST 6.3
 AJ0679'MILES ALONG HWY 3073, THENCE SOUTH 0.3 MILE ALONG GRAVELED ROAD,
 AJ0679'THENCE WEST 0.7 MILE ALONG TRACK ROAD TO GATE.  34 FEET SOUTH OF THE
 AJ0679'CENTER LINE OF ROAD, 26 FEET SOUTHWEST OF THE SOUTH END OF AN OLD
 AJ0679'CATTLEGUARD FOUNDATION, 10 FEET SW OF A Y FENCE, IN THE FENCE LINE. A
 AJ0679'STANDARD DISK STAMPED J 780 1943 AND SET IN A CONCRETE POST PROJECTING
 AJ0679'0.6 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0951 ***********************************************************************
 AE0951  DESIGNATION -  J 782
 AE0951  PID         -  AE0951
 AE0951  STATE/COUNTY-  TX/JIM HOGG
 AE0951  USGS QUAD   -  AGUA NUEVA NW (1972)
 AE0951
 AE0951                         *CURRENT SURVEY CONTROL
 AE0951  ___________________________________________________________________
 AE0951* NAD 83(1986)-  26 54 05.     (N)    098 38 11.     (W)     SCALED    
 AE0951* NAVD 88     -       142.849  (meters)     468.66   (feet)  ADJUSTED  
 AE0951  ___________________________________________________________________
 AE0951  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 AE0951  DYNAMIC HT  -         142.615 (meters)     467.90  (feet)  COMP
 AE0951  MODELED GRAV-     979,009.8   (mgal)                       NAVD 88
 AE0951
 AE0951  VERT ORDER  -  SECOND    CLASS 0
 AE0951
 AE0951.The horizontal coordinates were scaled from a topographic map and have
 AE0951.an estimated accuracy of +/- 6 seconds.
 AE0951
 AE0951.The orthometric height was determined by differential leveling
 AE0951.and adjusted by the National Geodetic Survey in June 1991..
 AE0951
 AE0951.The geoid height was determined by GEOID03.
 AE0951
 AE0951.The dynamic height is computed by dividing the NAVD 88
 AE0951.geopotential number by the normal gravity value computed on the
 AE0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0951.degrees latitude (g = 980.6199 gals.).
 AE0951
 AE0951.The modeled gravity was interpolated from observed gravity values.
 AE0951
 AE0951;                    North         East    Units  Estimated Accuracy
 AE0951;SPC TX S     - 5,136,800.      286,450.      MT  (+/- 180 meters Scaled)
 AE0951
 AE0951                          SUPERSEDED SURVEY CONTROL
 AE0951
 AE0951  NGVD 29 (??/??/92)  142.895  (m)          468.81   (f) ADJ UNCH    2 0
 AE0951
 AE0951.Superseded values are not recommended for survey control.
 AE0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0951.See file dsdata.txt to determine how the superseded data were derived.
 AE0951
 AE0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ361755(NAD 83)
 AE0951_MARKER: DB = BENCH MARK DISK
 AE0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0951_STAMPING: J 782 1943
 AE0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0951+STABILITY: SURFACE MOTION
 AE0951
 AE0951  HISTORY     - Date     Condition        Report By
 AE0951  HISTORY     - 1943     MONUMENTED       CGS
 AE0951  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0951
 AE0951                          STATION DESCRIPTION
 AE0951
 AE0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0951'4.7 MI SW FROM AGUA NUEVA.
 AE0951'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED SOUTHERLY ON ROAD
 AE0951'TO RIO GRANDE CITY, GO 1.7 MILES.  TURN WESTERLY (RIGHT) ONTO TRACK
 AE0951'ROAD TO THE T. T. EAST RANCH HEADQUARTERS AND GO 3.0 MILES TO SITE OF
 AE0951'BENCH MARK.  BENCH MARK IS 27 FEET NORTH OF AND ABOUT THE SAME
 AE0951'ELEVATION AS THE MOST NORTHERLY ONE OF TWO TRACK ROADS ABOUT 20 FEET
 AE0951'APART AND 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.
 AE0951
 AE0951                          STATION RECOVERY (1972)
 AE0951
 AE0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0942 ***********************************************************************
 AE0942  DESIGNATION -  J 783
 AE0942  PID         -  AE0942
 AE0942  STATE/COUNTY-  TX/STARR
 AE0942  USGS QUAD   -  CUEVITAS (1972)
 AE0942
 AE0942                         *CURRENT SURVEY CONTROL
 AE0942  ___________________________________________________________________
 AE0942* NAD 83(1986)-  26 47 59.     (N)    098 47 11.     (W)     SCALED    
 AE0942* NAVD 88     -       149.716  (meters)     491.19   (feet)  ADJUSTED  
 AE0942  ___________________________________________________________________
 AE0942  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AE0942  DYNAMIC HT  -         149.470 (meters)     490.39  (feet)  COMP
 AE0942  MODELED GRAV-     979,002.2   (mgal)                       NAVD 88
 AE0942
 AE0942  VERT ORDER  -  SECOND    CLASS 0
 AE0942
 AE0942.The horizontal coordinates were scaled from a topographic map and have
 AE0942.an estimated accuracy of +/- 6 seconds.
 AE0942
 AE0942.The orthometric height was determined by differential leveling
 AE0942.and adjusted by the National Geodetic Survey in June 1991..
 AE0942
 AE0942.The geoid height was determined by GEOID03.
 AE0942
 AE0942.The dynamic height is computed by dividing the NAVD 88
 AE0942.geopotential number by the normal gravity value computed on the
 AE0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0942.degrees latitude (g = 980.6199 gals.).
 AE0942
 AE0942.The modeled gravity was interpolated from observed gravity values.
 AE0942
 AE0942;                    North         East    Units  Estimated Accuracy
 AE0942;SPC TX S     - 5,125,570.      271,530.      MT  (+/- 180 meters Scaled)
 AE0942
 AE0942                          SUPERSEDED SURVEY CONTROL
 AE0942
 AE0942  NGVD 29 (??/??/92)  149.756  (m)          491.32   (f) ADJ UNCH    2 0
 AE0942
 AE0942.Superseded values are not recommended for survey control.
 AE0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0942.See file dsdata.txt to determine how the superseded data were derived.
 AE0942
 AE0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ212642(NAD 83)
 AE0942_MARKER: DB = BENCH MARK DISK
 AE0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0942_STAMPING: J 783 1943
 AE0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0942+STABILITY: SURFACE MOTION
 AE0942
 AE0942  HISTORY     - Date     Condition        Report By
 AE0942  HISTORY     - 1943     MONUMENTED       CGS
 AE0942
 AE0942                          STATION DESCRIPTION
 AE0942
 AE0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0942'5.9 MI NE FROM VIBORAS.
 AE0942'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED NORTHEASTERLY ON A
 AE0942'TRACK ROAD TO THE A. C. JONES RANCH, GO 5.1 MILES TO T. T. EAST
 AE0942'PROPERTY LINE, PASS THROUGH GATE AND CONTINUE NORTHEASTERLY ON THE
 AE0942'MIDDLE FORK OF THREE TRACK ROADS LEADING FROM THE GATE, AND GO 0.8
 AE0942'MILE TO A FENCE CORNER AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AE0942'0.2 MILE NORTHWEST OF A RANCH HOUSE.  20 FEET SOUTH OF AND ABOUT THE
 AE0942'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  14 FEET NORTHEAST OF A
 AE0942'FENCE CORNER.  AND 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1321 ***********************************************************************
 AX1321  DESIGNATION -  J 784
 AX1321  PID         -  AX1321
 AX1321  STATE/COUNTY-  TX/BASTROP
 AX1321  USGS QUAD   -  ROSANKY (1981)
 AX1321
 AX1321                         *CURRENT SURVEY CONTROL
 AX1321  ___________________________________________________________________
 AX1321* NAD 83(1986)-  29 56 17.     (N)    097 20 24.     (W)     SCALED    
 AX1321* NAVD 88     -       139.56   (+/-2cm)     457.9    (feet)  VERTCON   
 AX1321  ___________________________________________________________________
 AX1321  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX1321
 AX1321  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1321
 AX1321.The horizontal coordinates were scaled from a topographic map and have
 AX1321.an estimated accuracy of +/- 6 seconds.
 AX1321
 AX1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1321.The vertical order pertains to the NGVD 29 superseded value.
 AX1321
 AX1321.The geoid height was determined by GEOID03.
 AX1321
 AX1321;                    North         East    Units  Estimated Accuracy
 AX1321;SPC TX C     - 3,033,970.      988,980.      MT  (+/- 180 meters Scaled)
 AX1321
 AX1321                          SUPERSEDED SURVEY CONTROL
 AX1321
 AX1321  NGVD 29 (??/??/92)  139.504  (m)          457.69   (f) ADJ UNCH    1 2
 AX1321
 AX1321.Superseded values are not recommended for survey control.
 AX1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1321.See file dsdata.txt to determine how the superseded data were derived.
 AX1321
 AX1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU602130(NAD 83)
 AX1321_MARKER: DB = BENCH MARK DISK
 AX1321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1321_SP_SET: CULVERT
 AX1321_STAMPING: J 784 1943
 AX1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1321
 AX1321  HISTORY     - Date     Condition        Report By
 AX1321  HISTORY     - 1943     MONUMENTED       CGS
 AX1321
 AX1321                          STATION DESCRIPTION
 AX1321
 AX1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1321'3.0 MI W FROM ROSANKY.
 AX1321'3.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1321'STATION AT ROSANKY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF THE
 AX1321'NORTHWEST END OF THE NORTHEAST HEADWALL, 18 FEET NORTHEAST OF THE
 AX1321'CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 AX1321'STANDARD DISK, STAMPED J 784 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2129 ***********************************************************************
 AX2129  DESIGNATION -  J 785
 AX2129  PID         -  AX2129
 AX2129  STATE/COUNTY-  TX/CALDWELL
 AX2129  USGS QUAD   -  LOCKHART NORTH (1994)
 AX2129
 AX2129                         *CURRENT SURVEY CONTROL
 AX2129  ___________________________________________________________________
 AX2129* NAD 83(1986)-  29 53 28.     (N)    097 38 51.     (W)     SCALED    
 AX2129* NAVD 88     -       131.40   (+/-2cm)     431.1    (feet)  VERTCON   
 AX2129  ___________________________________________________________________
 AX2129  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2129
 AX2129  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2129
 AX2129.The horizontal coordinates were scaled from a topographic map and have
 AX2129.an estimated accuracy of +/- 6 seconds.
 AX2129
 AX2129.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2129.The vertical order pertains to the NGVD 29 superseded value.
 AX2129
 AX2129.The geoid height was determined by GEOID03.
 AX2129
 AX2129;                    North         East    Units  Estimated Accuracy
 AX2129;SPC TXSC     - 4,228,820.      730,630.      MT  (+/- 180 meters Scaled)
 AX2129
 AX2129                          SUPERSEDED SURVEY CONTROL
 AX2129
 AX2129  NGVD 29 (??/??/92)  131.323  (m)          430.85   (f) ADJ UNCH    1 2
 AX2129
 AX2129.Superseded values are not recommended for survey control.
 AX2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2129.See file dsdata.txt to determine how the superseded data were derived.
 AX2129
 AX2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU305074(NAD 83)
 AX2129_MARKER: DB = BENCH MARK DISK
 AX2129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2129_SP_SET: BRIDGE ABUTMENT
 AX2129_STAMPING: J 785 1943
 AX2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2129
 AX2129  HISTORY     - Date     Condition        Report By
 AX2129  HISTORY     - 1943     MONUMENTED       CGS
 AX2129  HISTORY     - 19870729 MARK NOT FOUND   USPSQD
 AX2129
 AX2129                          STATION DESCRIPTION
 AX2129
 AX2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2129'2.5 MI E FROM LOCKHART.
 AX2129'2.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2129'STATION AT LOCKHART, AT THE BRIDGE OVER PLUM CREEK, AT THE WEST
 AX2129'CONCRETE ABUTMENT, IN THE TOP OF THE SOUTH END, 12 FEET SOUTH OF THE
 AX2129'CENTERLINE OF THE TRACK, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD
 AX2129'DISK, STAMPED J 785 1943.
 AX2129
 AX2129                          STATION RECOVERY (1987)
 AX2129
 AX2129'RECOVERY NOTE BY US POWER SQUADRON 1987 (RV)
 AX2129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2261 ***********************************************************************
 AX2261  DESIGNATION -  J 787
 AX2261  PID         -  AX2261
 AX2261  STATE/COUNTY-  TX/GUADALUPE
 AX2261  USGS QUAD   -  MARTINDALE (1994)
 AX2261
 AX2261                         *CURRENT SURVEY CONTROL
 AX2261  ___________________________________________________________________
 AX2261* NAD 83(1986)-  29 46 22.     (N)    097 51 46.     (W)     SCALED    
 AX2261* NAVD 88     -       174.20   (+/-2cm)     571.5    (feet)  VERTCON   
 AX2261  ___________________________________________________________________
 AX2261  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AX2261
 AX2261  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2261
 AX2261.The horizontal coordinates were scaled from a topographic map and have
 AX2261.an estimated accuracy of +/- 6 seconds.
 AX2261
 AX2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2261.The vertical order pertains to the NGVD 29 superseded value.
 AX2261
 AX2261.The geoid height was determined by GEOID03.
 AX2261
 AX2261;                    North         East    Units  Estimated Accuracy
 AX2261;SPC TXSC     - 4,215,480.      709,960.      MT  (+/- 180 meters Scaled)
 AX2261
 AX2261                          SUPERSEDED SURVEY CONTROL
 AX2261
 AX2261  NGVD 29 (??/??/92)  174.133  (m)          571.30   (f) ADJ UNCH    2 0
 AX2261
 AX2261.Superseded values are not recommended for survey control.
 AX2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2261.See file dsdata.txt to determine how the superseded data were derived.
 AX2261
 AX2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT099941(NAD 83)
 AX2261_MARKER: DB = BENCH MARK DISK
 AX2261_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2261_SP_SET: CULVERT WINGWALL
 AX2261_STAMPING: J 787 1943
 AX2261_MARK LOGO: CGS   
 AX2261_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2261+STABILITY: SURFACE MOTION
 AX2261
 AX2261  HISTORY     - Date     Condition        Report By
 AX2261  HISTORY     - 1943     MONUMENTED       CGS
 AX2261  HISTORY     - 1959     GOOD             DOD
 AX2261  HISTORY     - 1988     GOOD             USPSQD
 AX2261  HISTORY     - 19930203 MARK NOT FOUND   USPSQD
 AX2261  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2261
 AX2261                          STATION DESCRIPTION
 AX2261
 AX2261'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2261'1.7 MI W FROM STAPLES.
 AX2261'0.2 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE GRADE SCHOOL AT
 AX2261'STAPLES, GUADALUPE COUNTY, THENCE 1.5 MILES WEST ALONG THE ZORN ROAD.
 AX2261'AT A T-ROAD JUNCTION, AT THE EAST END OF A ROCK AND CONCRETE CULVERT
 AX2261'UNDER THE NORTH-AND-SOUTH ROAD, IN THE TOP OF THE NORTHEAST WING WALL,
 AX2261'42 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 12 FEET
 AX2261'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 1 FOOT EAST OF
 AX2261'THE EAST HEADWALL.  NOTE-- THE MARK IS 175 FEET WEST OF THE NORTHWEST
 AX2261'CORNER OF A FIELD, AND 43 FEET NORTH-NORTHWEST OF THE INTERSECTING
 AX2261'CENTERLINES OF THE NORTHEAST-AND-SOUTHWEST HIGHWAY AND THE ROAD TO THE
 AX2261'NORTHWEST.
 AX2261
 AX2261                          STATION RECOVERY (1988)
 AX2261
 AX2261'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2261'RECOVERED IN GOOD CONDITION.
 AX2261
 AX2261                          STATION RECOVERY (1993)
 AX2261
 AX2261'RECOVERY NOTE BY US POWER SQUADRON 1993
 AX2261'MARK NOT FOUND.
 AX2261
 AX2261                          STATION RECOVERY (1993)
 AX2261
 AX2261'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2329 ***********************************************************************
 AX2329  DESIGNATION -  J 788
 AX2329  PID         -  AX2329
 AX2329  STATE/COUNTY-  TX/GUADALUPE
 AX2329  USGS QUAD   -  KINGSBURY (1994)
 AX2329
 AX2329                         *CURRENT SURVEY CONTROL
 AX2329  ___________________________________________________________________
 AX2329* NAD 83(1986)-  29 38 59.     (N)    097 49 03.     (W)     SCALED    
 AX2329* NAVD 88     -       183.22   (+/-2cm)     601.1    (feet)  VERTCON   
 AX2329  ___________________________________________________________________
 AX2329  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AX2329
 AX2329  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2329
 AX2329.The horizontal coordinates were scaled from a topographic map and have
 AX2329.an estimated accuracy of +/- 6 seconds.
 AX2329
 AX2329.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2329.The vertical order pertains to the NGVD 29 superseded value.
 AX2329
 AX2329.The geoid height was determined by GEOID03.
 AX2329
 AX2329;                    North         East    Units  Estimated Accuracy
 AX2329;SPC TXSC     - 4,201,880.      714,480.      MT  (+/- 180 meters Scaled)
 AX2329
 AX2329                          SUPERSEDED SURVEY CONTROL
 AX2329
 AX2329  NGVD 29 (??/??/92)  183.15   (m)          600.9    (f) COMPUTED    2 0
 AX2329
 AX2329.Superseded values are not recommended for survey control.
 AX2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2329.See file dsdata.txt to determine how the superseded data were derived.
 AX2329
 AX2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT144805(NAD 83)
 AX2329_MARKER: DB = BENCH MARK DISK
 AX2329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2329_SP_SET: CULVERT
 AX2329_STAMPING: J 788 1943
 AX2329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2329
 AX2329  HISTORY     - Date     Condition        Report By
 AX2329  HISTORY     - 1943     MONUMENTED       CGS
 AX2329  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2329
 AX2329                          STATION DESCRIPTION
 AX2329
 AX2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2329'0.6 MI E FROM KINGSBURY.
 AX2329'BENCH MARK IS ABOUT 0.6 MILE EASTERLY ALONG THE SOUTHERN PACIFIC RR.
 AX2329'FROM THE STATION AT KINGSBURY, ABOUT 100 FEET SOUTH OF THE CENTER-LINE
 AX2329'OF THE RR., 18 FEET NORTH OF THE CENTER-LINE OF STATE HIGHWAY NUMBER
 AX2329'3-A. AND SET HORIZONTALLY IN TOP OF THE WEST END OF THE NORTH
 AX2329'HEAD-WALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 AX2329
 AX2329                          STATION RECOVERY (1999)
 AX2329
 AX2329'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2330 ***********************************************************************
 AX2330  DESIGNATION -  J 788 RESET 1949
 AX2330  PID         -  AX2330
 AX2330  STATE/COUNTY-  TX/GUADALUPE
 AX2330  USGS QUAD   -  KINGSBURY (1994)
 AX2330
 AX2330                         *CURRENT SURVEY CONTROL
 AX2330  ___________________________________________________________________
 AX2330* NAD 83(1986)-  29 38 59.     (N)    097 49 03.     (W)     SCALED    
 AX2330* NAVD 88     -       183.22   (+/-2cm)     601.1    (feet)  VERTCON   
 AX2330  ___________________________________________________________________
 AX2330  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AX2330
 AX2330  VERT ORDER  -  THIRD (See Below)
 AX2330
 AX2330.The horizontal coordinates were scaled from a topographic map and have
 AX2330.an estimated accuracy of +/- 6 seconds.
 AX2330
 AX2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2330.The vertical order pertains to the NGVD 29 superseded value.
 AX2330
 AX2330.The geoid height was determined by GEOID03.
 AX2330
 AX2330;                    North         East    Units  Estimated Accuracy
 AX2330;SPC TXSC     - 4,201,880.      714,480.      MT  (+/- 180 meters Scaled)
 AX2330
 AX2330                          SUPERSEDED SURVEY CONTROL
 AX2330
 AX2330  NGVD 29 (??/??/??)  183.14   (m)          600.9    (f) RESET       3  
 AX2330
 AX2330.Superseded values are not recommended for survey control.
 AX2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2330.See file dsdata.txt to determine how the superseded data were derived.
 AX2330
 AX2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT144805(NAD 83)
 AX2330_MARKER: DD = SURVEY DISK
 AX2330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2330_SP_SET: CULVERT
 AX2330_STAMPING: J 788 RESET 1949
 AX2330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2330
 AX2330  HISTORY     - Date     Condition        Report By
 AX2330  HISTORY     - 1949     MONUMENTED       TXHD
 AX2330  HISTORY     - 1959     GOOD             DOD
 AX2330  HISTORY     - 1987     GOOD             USPSQD
 AX2330  HISTORY     - 19930808 GOOD             USPSQD
 AX2330  HISTORY     - 19990925 GOOD             USPSQD
 AX2330  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2330
 AX2330                          STATION DESCRIPTION
 AX2330
 AX2330'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2330'0.6 MI E FROM KINGSBURY.
 AX2330'92 FEET SOUTH-SOUTHEAST OF THE TRACK AND ABOUT 2-1/2 FEET LOWER, 26
 AX2330'FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.6 FOOT
 AX2330'HIGHER.  NOTE-- 1949 DESCRIPTION-- 0.6 MILE EAST ALONG THE TEXAS AND
 AX2330'NEW ORLEANS RAILROAD FROM THE STATION AT KINGSBURY, GUADALUPE COUNTY,
 AX2330'90 FEET SOUTH OF THE TRACK, AT A CONCRETE CULVERT UNDER U. S. HIGHWAY
 AX2330'90, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL, AND 28 FEET
 AX2330'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 AX2330
 AX2330                          STATION RECOVERY (1987)
 AX2330
 AX2330'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2330'RECOVERED IN GOOD CONDITION.
 AX2330
 AX2330                          STATION RECOVERY (1993)
 AX2330
 AX2330'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2330'RECOVERED IN GOOD CONDITION.
 AX2330
 AX2330                          STATION RECOVERY (1999)
 AX2330
 AX2330'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2330'RECOVERED IN GOOD CONDITION.
 AX2330
 AX2330                          STATION RECOVERY (2005)
 AX2330
 AX2330'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2197 ***********************************************************************
 AX2197  DESIGNATION -  J 789
 AX2197  PID         -  AX2197
 AX2197  STATE/COUNTY-  TX/CALDWELL
 AX2197  USGS QUAD   -  MC MAHAN (1981)
 AX2197
 AX2197                         *CURRENT SURVEY CONTROL
 AX2197  ___________________________________________________________________
 AX2197* NAD 83(1986)-  29 46 56.     (N)    097 36 03.     (W)     SCALED    
 AX2197* NAVD 88     -       136.73   (+/-2cm)     448.6    (feet)  VERTCON   
 AX2197  ___________________________________________________________________
 AX2197  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2197
 AX2197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2197
 AX2197.The horizontal coordinates were scaled from a topographic map and have
 AX2197.an estimated accuracy of +/- 6 seconds.
 AX2197
 AX2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2197.The vertical order pertains to the NGVD 29 superseded value.
 AX2197
 AX2197.The geoid height was determined by GEOID03.
 AX2197
 AX2197;                    North         East    Units  Estimated Accuracy
 AX2197;SPC TXSC     - 4,216,800.      735,280.      MT  (+/- 180 meters Scaled)
 AX2197
 AX2197                          SUPERSEDED SURVEY CONTROL
 AX2197
 AX2197  NGVD 29 (??/??/92)  136.666  (m)          448.38   (f) ADJ UNCH    2 0
 AX2197
 AX2197.Superseded values are not recommended for survey control.
 AX2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2197.See file dsdata.txt to determine how the superseded data were derived.
 AX2197
 AX2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT352954(NAD 83)
 AX2197_MARKER: DB = BENCH MARK DISK
 AX2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2197_STAMPING: J 789 1943
 AX2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2197+STABILITY: SURFACE MOTION
 AX2197
 AX2197  HISTORY     - Date     Condition        Report By
 AX2197  HISTORY     - 1943     MONUMENTED       CGS
 AX2197  HISTORY     - 1959     MARK NOT FOUND   NGS
 AX2197  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2197  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2197
 AX2197                          STATION DESCRIPTION
 AX2197
 AX2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2197'8.1 MI E FROM JOLIET.
 AX2197'THE ROAD HAS BEEN WIDENED.  8.1 MILES EAST OF JOLIET, CALDWELL COUNTY.
 AX2197'THIS BENCH MARK MAY BE REACHED FROM THE GRADE SCHOOL BY GOING 0.5
 AX2197'MILE NORTH ALONG STATE HIGHWAY 29, TURN RIGHT AND GO 1.4 MILES
 AX2197'NORTHEAST ALONG A GRADED DIRT ROAD, TURN RIGHT AND GO 0.2 MILE SOUTH,
 AX2197'TURN LEFT AND GO 2.8 MILE NORTHEAST TO THE INTERSECTION OF A PAVED
 AX2197'ROAD, AND TURN RIGHT AND GO 3.2 MILES SOUTH ALONG THE PAVED ROAD. IT
 AX2197'IS 7.7 MILES SOUTHWEST OF MCMAHAN, AT THE INTERSECTION OF THE
 AX2197'MCMAHAN-LULING ROAD, 10 FEET NORTHWEST OF THE INTERSECTION, 57 FEET
 AX2197'EAST OF THE CENTERLINE OF THE PAVED ROAD, 19 FEET SOUTH OF THE
 AX2197'CENTERLINE OF THE EAST-AND-WEST GRAVEL ROAD, 1 FOOT NORTH OF THE
 AX2197'RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.
 AX2197
 AX2197                          STATION RECOVERY (1990)
 AX2197
 AX2197'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2197'MARK NOT FOUND.
 AX2197
 AX2197                          STATION RECOVERY (1993)
 AX2197
 AX2197'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0197 ***********************************************************************
 AZ0197  DESIGNATION -  J 79
 AZ0197  PID         -  AZ0197
 AZ0197  STATE/COUNTY-  TX/EDWARDS
 AZ0197  USGS QUAD   -  CARTA VALLEY (1978)
 AZ0197
 AZ0197                         *CURRENT SURVEY CONTROL
 AZ0197  ___________________________________________________________________
 AZ0197* NAD 83(1986)-  29 47 41.     (N)    100 39 15.     (W)     SCALED    
 AZ0197* NAVD 88     -       575.132  (meters)    1886.91   (feet)  ADJUSTED  
 AZ0197  ___________________________________________________________________
 AZ0197  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 AZ0197  DYNAMIC HT  -         574.274 (meters)    1884.10  (feet)  COMP
 AZ0197  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 AZ0197
 AZ0197  VERT ORDER  -  FIRST     CLASS II
 AZ0197
 AZ0197.The horizontal coordinates were scaled from a topographic map and have
 AZ0197.an estimated accuracy of +/- 6 seconds.
 AZ0197
 AZ0197.The orthometric height was determined by differential leveling
 AZ0197.and adjusted by the National Geodetic Survey in June 1991..
 AZ0197
 AZ0197.The geoid height was determined by GEOID03.
 AZ0197
 AZ0197.The dynamic height is computed by dividing the NAVD 88
 AZ0197.geopotential number by the normal gravity value computed on the
 AZ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0197.degrees latitude (g = 980.6199 gals.).
 AZ0197
 AZ0197.The modeled gravity was interpolated from observed gravity values.
 AZ0197
 AZ0197;                    North         East    Units  Estimated Accuracy
 AZ0197;SPC TXSC     - 4,218,510.      440,090.      MT  (+/- 180 meters Scaled)
 AZ0197
 AZ0197                          SUPERSEDED SURVEY CONTROL
 AZ0197
 AZ0197  NGVD 29 (??/??/92)  575.067  (m)         1886.70   (f) ADJ UNCH    1 2
 AZ0197
 AZ0197.Superseded values are not recommended for survey control.
 AZ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0197.See file dsdata.txt to determine how the superseded data were derived.
 AZ0197
 AZ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT401971(NAD 83)
 AZ0197_MARKER: DB = BENCH MARK DISK
 AZ0197_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0197_SP_SET: OUTCROP
 AZ0197_STAMPING: 1886.699 J 79 1931
 AZ0197_MARK LOGO: CGS   
 AZ0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0197+STABILITY: POSITION/ELEVATION WELL
 AZ0197
 AZ0197  HISTORY     - Date     Condition        Report By
 AZ0197  HISTORY     - 1931     MONUMENTED       CGS
 AZ0197  HISTORY     - 1971     GOOD             USGS
 AZ0197  HISTORY     - 1981     GOOD             NGS
 AZ0197
 AZ0197                          STATION DESCRIPTION
 AZ0197
 AZ0197'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0197'1.4 MI NE FROM CARTA VALLEY.
 AZ0197'1.4 MILES NORTHEAST ALONG U.S. HWY. 377 FROM CARTA VALLEY, EDWARDS
 AZ0197'COUNTY ABOUT 480 FEET WEST OF A CURVE.  ABOUT 360 FEET WEST OF A FENCE
 AZ0197'CORNER.  ABOUT 360 FEET EAST OF A CULVERT.  51 FEET NORTH OF THE
 AZ0197'CENTERLINE OF THE HIGHWAY.  26 FEET NORTH OF THE ROW FENCE.  NEAR A
 AZ0197'ROCK CAIRN, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 AZ0197'STAMPED 1886.699 J 79 1931.
 AZ0197
 AZ0197                          STATION RECOVERY (1981)
 AZ0197
 AZ0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0197'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0197'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE
 AZ0197'19.2 KM (11.95 MI) NORTHEAST ALONG U.S. HIGHWAY 377, IN THE SOUTHEAST
 AZ0197'END OF A 6 BY 12 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 1.3 KM (0.8
 AZ0197'MI) SOUTHWEST OF A GRAVELED ROAD LEADING SOUTH TO A RANCH HOUSE AND
 AZ0197'WINDMILL, 91.4 METERS (299.9 FT) WEST OF THE EAST END OF A HIGHWAY
 AZ0197'CURVE, 15.7 METERS (51.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 AZ0197'HIGHWAY AND 8.0 METERS (26.2 FT) NORTHEAST OF A FENCE.
 AZ0197'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1531 ***********************************************************************
 AX1531  DESIGNATION -  J 790
 AX1531  PID         -  AX1531
 AX1531  STATE/COUNTY-  TX/CALDWELL
 AX1531  USGS QUAD   -  DELHI (1981)
 AX1531
 AX1531                         *CURRENT SURVEY CONTROL
 AX1531  ___________________________________________________________________
 AX1531* NAD 83(1986)-  29 50 49.     (N)    097 26 28.     (W)     SCALED    
 AX1531* NAVD 88     -       162.72   (+/-2cm)     533.9    (feet)  VERTCON   
 AX1531  ___________________________________________________________________
 AX1531  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX1531
 AX1531  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1531
 AX1531.The horizontal coordinates were scaled from a topographic map and have
 AX1531.an estimated accuracy of +/- 6 seconds.
 AX1531
 AX1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1531.The vertical order pertains to the NGVD 29 superseded value.
 AX1531
 AX1531.The geoid height was determined by GEOID03.
 AX1531
 AX1531;                    North         East    Units  Estimated Accuracy
 AX1531;SPC TXSC     - 4,224,170.      750,620.      MT  (+/- 180 meters Scaled)
 AX1531
 AX1531                          SUPERSEDED SURVEY CONTROL
 AX1531
 AX1531  NGVD 29 (??/??/92)  162.65   (m)          533.6    (f) COMPUTED    2 0
 AX1531
 AX1531.Superseded values are not recommended for survey control.
 AX1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1531.See file dsdata.txt to determine how the superseded data were derived.
 AX1531
 AX1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU505028(NAD 83)
 AX1531_MARKER: DB = BENCH MARK DISK
 AX1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1531_STAMPING: J 790 1943
 AX1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1531+STABILITY: SURFACE MOTION
 AX1531
 AX1531  HISTORY     - Date     Condition        Report By
 AX1531  HISTORY     - 1943     MONUMENTED       CGS
 AX1531  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1531  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1531
 AX1531                          STATION DESCRIPTION
 AX1531
 AX1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1531'5 MI E FROM MCMAHAN.
 AX1531'5.0 MILES EAST ALONG A GRADED ROAD LEADING TO DELHI FROM THE POST
 AX1531'OFFICE AT MCMAHAN, CALDWELL COUNTY, AT A SAND PIT, ABOUT 250 FEET
 AX1531'NORTHWEST OF THE ENTRANCE TO THE PIT, ABOUT 200 FEET EAST OF THE
 AX1531'JUNCTION OF A TRAIL LEADING NORTH, 40 FEET NORTH OF THE CENTERLINE OF
 AX1531'THE ROAD, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET
 AX1531'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED J 790 1943 AND SET IN
 AX1531'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AX1531
 AX1531                          STATION RECOVERY (1964)
 AX1531
 AX1531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1531'MARK NOT FOUND.
 AX1531
 AX1531                          STATION RECOVERY (1999)
 AX1531
 AX1531'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0812 ***********************************************************************
 AJ0812  DESIGNATION -  J 791
 AJ0812  PID         -  AJ0812
 AJ0812  STATE/COUNTY-  TX/ZAPATA
 AJ0812  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0812
 AJ0812                         *CURRENT SURVEY CONTROL
 AJ0812  ___________________________________________________________________
 AJ0812* NAD 83(1986)-  27 08 19.     (N)    099 25 21.     (W)     SCALED    
 AJ0812* NAVD 88     -       103.741  (meters)     340.36   (feet)  ADJUSTED  
 AJ0812  ___________________________________________________________________
 AJ0812  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AJ0812  DYNAMIC HT  -         103.574 (meters)     339.81  (feet)  COMP
 AJ0812  MODELED GRAV-     979,039.6   (mgal)                       NAVD 88
 AJ0812
 AJ0812  VERT ORDER  -  FIRST     CLASS II
 AJ0812
 AJ0812.The horizontal coordinates were scaled from a topographic map and have
 AJ0812.an estimated accuracy of +/- 6 seconds.
 AJ0812
 AJ0812.The orthometric height was determined by differential leveling
 AJ0812.and adjusted by the National Geodetic Survey in June 1991..
 AJ0812.WARNING-Repeat measurements at this control monument indicate possible
 AJ0812.vertical movement.
 AJ0812
 AJ0812.The geoid height was determined by GEOID03.
 AJ0812
 AJ0812.The dynamic height is computed by dividing the NAVD 88
 AJ0812.geopotential number by the normal gravity value computed on the
 AJ0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0812.degrees latitude (g = 980.6199 gals.).
 AJ0812
 AJ0812.The modeled gravity was interpolated from observed gravity values.
 AJ0812
 AJ0812;                    North         East    Units  Estimated Accuracy
 AJ0812;SPC TX S     - 5,163,410.      208,560.      MT  (+/- 180 meters Scaled)
 AJ0812
 AJ0812                          SUPERSEDED SURVEY CONTROL
 AJ0812
 AJ0812  NGVD 29 (??/??/92)  103.792  (m)          340.52   (f) ADJ UNCH    1 2
 AJ0812
 AJ0812.Superseded values are not recommended for survey control.
 AJ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0812.See file dsdata.txt to determine how the superseded data were derived.
 AJ0812
 AJ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR581018(NAD 83)
 AJ0812_MARKER: DB = BENCH MARK DISK
 AJ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0812_STAMPING: J 791 1943
 AJ0812_MARK LOGO: CGS   
 AJ0812_PROJECTION: PROJECTING 9 CENTIMETERS
 AJ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0812+STABILITY: SURFACE MOTION
 AJ0812
 AJ0812  HISTORY     - Date     Condition        Report By
 AJ0812  HISTORY     - 1943     MONUMENTED       CGS
 AJ0812  HISTORY     - 1957     GOOD             NGS
 AJ0812  HISTORY     - 1981     GOOD             NGS
 AJ0812  HISTORY     - 1988     GOOD             USPSQD
 AJ0812
 AJ0812                          STATION DESCRIPTION
 AJ0812
 AJ0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0812'6.7 MI N FROM SAN YGNACIO.
 AJ0812'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0812'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 6.3 MILES NORTH ALONG U.S.
 AJ0812'HIGHWAY 83, 0.3 MILE SOUTH OF A BRIDGE OVER ARROYO SALADO, 0.1 MILE
 AJ0812'SOUTH OF A CURVE IN THE HIGHWAY, 60 FEET EAST OF THE CENTER LINE OF
 AJ0812'THE HIGHWAY, 2.5 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 AJ0812'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 AJ0812'GROUND.
 AJ0812
 AJ0812                          STATION RECOVERY (1981)
 AJ0812
 AJ0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0812'RECOVERED THIS DATE.  NOTE, 11.1 KM (6.9 MI) NORTH ALONG U.S.
 AJ0812'HIGHWAY 83 FROM THE JUNCTION OF FARM ROAD 3169 IN SAN YGNACIO, AND
 AJ0812'0.30 METERS (1.0 FT) SOUTH OF A METAL WITNESS POST.
 AJ0812'THE MARK IS 0.61 METERS  N FROM  A WOODEN WITNESS POST.
 AJ0812
 AJ0812                          STATION RECOVERY (1988)
 AJ0812
 AJ0812'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1139 ***********************************************************************
 AE1139  DESIGNATION -  J 792
 AE1139  PID         -  AE1139
 AE1139  STATE/COUNTY-  TX/ZAPATA
 AE1139  USGS QUAD   -  BECKWITH ARM (1980)
 AE1139
 AE1139                         *CURRENT SURVEY CONTROL
 AE1139  ___________________________________________________________________
 AE1139* NAD 83(1986)-  26 41 05.     (N)    099 10 03.     (W)     SCALED    
 AE1139* NAVD 88     -        74.109  (meters)     243.14   (feet)  POSTED    
 AE1139  ___________________________________________________________________
 AE1139  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AE1139  DYNAMIC HT  -          73.990 (meters)     242.75  (feet)  COMP
 AE1139  MODELED GRAV-     979,025.1   (mgal)                       NAVD 88
 AE1139
 AE1139  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AE1139
 AE1139.The horizontal coordinates were scaled from a topographic map and have
 AE1139.an estimated accuracy of +/- 6 seconds.
 AE1139
 AE1139.The orthometric height was determined by differential leveling
 AE1139.and adjusted by the National Geodetic Survey in 1992..
 AE1139.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AE1139.rate of 2.1 thru 3.0 mm/km.
 AE1139
 AE1139.The geoid height was determined by GEOID03.
 AE1139
 AE1139.The dynamic height is computed by dividing the NAVD 88
 AE1139.geopotential number by the normal gravity value computed on the
 AE1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1139.degrees latitude (g = 980.6199 gals.).
 AE1139
 AE1139.The modeled gravity was interpolated from observed gravity values.
 AE1139
 AE1139;                    North         East    Units  Estimated Accuracy
 AE1139;SPC TX S     - 5,112,970.      233,570.      MT  (+/- 180 meters Scaled)
 AE1139
 AE1139                          SUPERSEDED SURVEY CONTROL
 AE1139
 AE1139  NGVD 29 (??/??/92)   74.158  (m)          243.30   (f) ADJ UNCH    2 0
 AE1139
 AE1139.Superseded values are not recommended for survey control.
 AE1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1139.See file dsdata.txt to determine how the superseded data were derived.
 AE1139
 AE1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ833515(NAD 83)
 AE1139_MARKER: DB = BENCH MARK DISK
 AE1139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1139_SP_SET: CULVERT
 AE1139_STAMPING: J 792 1943
 AE1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1139
 AE1139  HISTORY     - Date     Condition        Report By
 AE1139  HISTORY     - 1943     MONUMENTED       CGS
 AE1139
 AE1139                          STATION DESCRIPTION
 AE1139
 AE1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1139'2.4 MI NE FROM LOPENO.
 AE1139'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A DIRT CROSS
 AE1139'ROAD (2.0 MILES NORTHEAST OF THE CATHOLIC CHURCH AT LOPENO), PROCEED
 AE1139'0.4 MILE NORTHEASTERLY ALONG A DIRT ROAD TO A STEEL BRIDGE AND SITE OF
 AE1139'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AE1139'NORTHEAST CONCRETE WINGWALL OF A 100.0 FOOT STEEL BRIDGE OVER A CREEK.
 AE1139'IT IS 10.6 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AE1139'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0995 ***********************************************************************
 AJ0995  DESIGNATION -  J 793
 AJ0995  PID         -  AJ0995
 AJ0995  STATE/COUNTY-  TX/ZAPATA
 AJ0995  USGS QUAD   -  LAS OVEJAS CREEK (1980)
 AJ0995
 AJ0995                         *CURRENT SURVEY CONTROL
 AJ0995  ___________________________________________________________________
 AJ0995* NAD 83(1986)-  27 12 24.     (N)    099 11 15.     (W)     SCALED    
 AJ0995* NAVD 88     -       154.048  (meters)     505.41   (feet)  ADJUSTED  
 AJ0995  ___________________________________________________________________
 AJ0995  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 AJ0995  DYNAMIC HT  -         153.800 (meters)     504.59  (feet)  COMP
 AJ0995  MODELED GRAV-     979,037.2   (mgal)                       NAVD 88
 AJ0995
 AJ0995  VERT ORDER  -  SECOND    CLASS 0
 AJ0995
 AJ0995.The horizontal coordinates were scaled from a topographic map and have
 AJ0995.an estimated accuracy of +/- 6 seconds.
 AJ0995
 AJ0995.The orthometric height was determined by differential leveling
 AJ0995.and adjusted by the National Geodetic Survey in June 1991..
 AJ0995
 AJ0995.The geoid height was determined by GEOID03.
 AJ0995
 AJ0995.The dynamic height is computed by dividing the NAVD 88
 AJ0995.geopotential number by the normal gravity value computed on the
 AJ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0995.degrees latitude (g = 980.6199 gals.).
 AJ0995
 AJ0995.The modeled gravity was interpolated from observed gravity values.
 AJ0995
 AJ0995;                    North         East    Units  Estimated Accuracy
 AJ0995;SPC TX S     - 5,170,810.      231,900.      MT  (+/- 180 meters Scaled)
 AJ0995
 AJ0995                          SUPERSEDED SURVEY CONTROL
 AJ0995
 AJ0995  NGVD 29 (??/??/92)  154.090  (m)          505.54   (f) ADJ UNCH    2 0
 AJ0995
 AJ0995.Superseded values are not recommended for survey control.
 AJ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0995.See file dsdata.txt to determine how the superseded data were derived.
 AJ0995
 AJ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR814093(NAD 83)
 AJ0995_MARKER: DB = BENCH MARK DISK
 AJ0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0995_STAMPING: J 793 1943
 AJ0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0995+STABILITY: SURFACE MOTION
 AJ0995
 AJ0995  HISTORY     - Date     Condition        Report By
 AJ0995  HISTORY     - 1943     MONUMENTED       CGS
 AJ0995  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0995
 AJ0995                          STATION DESCRIPTION
 AJ0995
 AJ0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0995'21.7 MI NE FROM SAN YGNACIO.
 AJ0995'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 21.7 MILES
 AJ0995'NORTHEASTERLY ALONG A GRAVEL AND DIRT ROAD TO SITE OF BENCH MARK.
 AJ0995'BENCH MARK IS 0.6 MILE SOUTH OF EL TRINIDAD RANCH HOUSE, 0.3 MILE
 AJ0995'SOUTH OF A LARGE EARTH TANK.  IT IS 10.0 FEET WEST OF AND ABOUT THE
 AJ0995'SAME ELEVATION AS THE CENTERLINE OF ROAD, 1.5 FOOT WEST OF A FENCE
 AJ0995'LINE.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER
 AJ0995'POST, AND PROJECTS 0.4 FOOT.
 AJ0995
 AJ0995                          STATION RECOVERY (1975)
 AJ0995
 AJ0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0937 ***********************************************************************
 AE0937  DESIGNATION -  J 794
 AE0937  PID         -  AE0937
 AE0937  STATE/COUNTY-  TX/JIM HOGG
 AE0937  USGS QUAD   -  BORREGOS RANCH (1993)
 AE0937
 AE0937                         *CURRENT SURVEY CONTROL
 AE0937  ___________________________________________________________________
 AE0937* NAD 83(1986)-  26 50 38.     (N)    098 44 24.     (W)     SCALED    
 AE0937* NAVD 88     -       168.189  (meters)     551.80   (feet)  ADJUSTED  
 AE0937  ___________________________________________________________________
 AE0937  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AE0937  DYNAMIC HT  -         167.913 (meters)     550.89  (feet)  COMP
 AE0937  MODELED GRAV-     979,003.3   (mgal)                       NAVD 88
 AE0937
 AE0937  VERT ORDER  -  SECOND    CLASS 0
 AE0937
 AE0937.The horizontal coordinates were scaled from a topographic map and have
 AE0937.an estimated accuracy of +/- 6 seconds.
 AE0937
 AE0937.The orthometric height was determined by differential leveling
 AE0937.and adjusted by the National Geodetic Survey in June 1991..
 AE0937
 AE0937.The geoid height was determined by GEOID03.
 AE0937
 AE0937.The dynamic height is computed by dividing the NAVD 88
 AE0937.geopotential number by the normal gravity value computed on the
 AE0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0937.degrees latitude (g = 980.6199 gals.).
 AE0937
 AE0937.The modeled gravity was interpolated from observed gravity values.
 AE0937
 AE0937;                    North         East    Units  Estimated Accuracy
 AE0937;SPC TX S     - 5,130,450.      276,150.      MT  (+/- 180 meters Scaled)
 AE0937
 AE0937                          SUPERSEDED SURVEY CONTROL
 AE0937
 AE0937  NGVD 29 (??/??/92)  168.229  (m)          551.93   (f) ADJ UNCH    2 0
 AE0937
 AE0937.Superseded values are not recommended for survey control.
 AE0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0937.See file dsdata.txt to determine how the superseded data were derived.
 AE0937
 AE0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ258691(NAD 83)
 AE0937_MARKER: DB = BENCH MARK DISK
 AE0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0937_STAMPING: J 794 1943
 AE0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0937+STABILITY: SURFACE MOTION
 AE0937
 AE0937  HISTORY     - Date     Condition        Report By
 AE0937  HISTORY     - 1943     MONUMENTED       CGS
 AE0937
 AE0937                          STATION DESCRIPTION
 AE0937
 AE0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0937'12.7 MI SW FROM AGUA NUEVA.
 AE0937'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY - HEBBRONVILLE ROAD
 AE0937'AND A DIRT TRACK ROAD LEADING WEST THROUGH THE BORREGOS RANCH (3.9
 AE0937'MILES SOUTH OF THE POST OFFICE AT AGUA NUEVA), PROCEED 8.8 MILES
 AE0937'WESTERLY ALONG A DIRT TRACK ROAD TO A FIVE FOOT HEAVY NET WIRE FENCE
 AE0937'RUNNING EAST AND WEST AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AE0937'0.25 MILE NORTHWEST OF A WINDMILL.  IT IS ABOUT MIDWAY BETWEEN THE
 AE0937'EAST AND WEST ENDS OF THE NET WIRE FENCE, 0.8 FOOT NORTH OF A NET WIRE
 AE0937'FENCE RUNNING EAST AND WEST, 12.0 FEET SOUTH OF AND ABOUT THE SAME
 AE0937'ELEVATION AS THE CENTERLINE OF THE ROAD.  MONUMENT IS 2.4 FEET WEST OF
 AE0937'A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE
 AE0937'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1161 ***********************************************************************
 AE1161  DESIGNATION -  J 796
 AE1161  PID         -  AE1161
 AE1161  STATE/COUNTY-  TX/ZAPATA
 AE1161  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1161
 AE1161                         *CURRENT SURVEY CONTROL
 AE1161  ___________________________________________________________________
 AE1161* NAD 83(1986)-  26 47 40.     (N)    099 06 04.     (W)     SCALED    
 AE1161* NAVD 88     -       124.978  (meters)     410.03   (feet)  ADJUSTED  
 AE1161  ___________________________________________________________________
 AE1161  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AE1161  DYNAMIC HT  -         124.776 (meters)     409.37  (feet)  COMP
 AE1161  MODELED GRAV-     979,026.4   (mgal)                       NAVD 88
 AE1161
 AE1161  VERT ORDER  -  SECOND    CLASS 0
 AE1161
 AE1161.The horizontal coordinates were scaled from a topographic map and have
 AE1161.an estimated accuracy of +/- 6 seconds.
 AE1161
 AE1161.The orthometric height was determined by differential leveling
 AE1161.and adjusted by the National Geodetic Survey in June 1991..
 AE1161
 AE1161.The geoid height was determined by GEOID03.
 AE1161
 AE1161.The dynamic height is computed by dividing the NAVD 88
 AE1161.geopotential number by the normal gravity value computed on the
 AE1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1161.degrees latitude (g = 980.6199 gals.).
 AE1161
 AE1161.The modeled gravity was interpolated from observed gravity values.
 AE1161
 AE1161;                    North         East    Units  Estimated Accuracy
 AE1161;SPC TX S     - 5,125,090.      240,240.      MT  (+/- 180 meters Scaled)
 AE1161
 AE1161                          SUPERSEDED SURVEY CONTROL
 AE1161
 AE1161  NGVD 29 (??/??/92)  125.025  (m)          410.19   (f) ADJ UNCH    2 0
 AE1161
 AE1161.Superseded values are not recommended for survey control.
 AE1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1161.See file dsdata.txt to determine how the superseded data were derived.
 AE1161
 AE1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ899636(NAD 83)
 AE1161_MARKER: DB = BENCH MARK DISK
 AE1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1161_STAMPING: J 796 1943
 AE1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1161+STABILITY: SURFACE MOTION
 AE1161
 AE1161  HISTORY     - Date     Condition        Report By
 AE1161  HISTORY     - 1943     MONUMENTED       CGS
 AE1161
 AE1161                          STATION DESCRIPTION
 AE1161
 AE1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1161'8.7 MI NE FROM SANTA ROSA.
 AE1161'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A GRAVEL ROAD
 AE1161'LEADING NORTHEAST (0.9 MILE NORTH OF SANTA ROSA), PROCEED 7.8 MILES
 AE1161'NORTHEASTERLY ALONG A GRAVEL ROAD TO A FENCE CORNER ON THE NORTHWEST
 AE1161'SIDE OF THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS IN THE SOUTH
 AE1161'CORNER OF A PASTURE.  IT IS 27.3 FEET NORTHEAST OF THE SOUTHWEST
 AE1161'RIGHT-OF-WAY FENCE, 17.0 FEET NORTHWEST OF AND ABOUT THE SAME
 AE1161'ELEVATION AS THE CENTERLINE OF THE ROAD, 1.0 FOOT NORTHWEST OF THE
 AE1161'NORTHWEST RIGHT-OF-WAY FENCE.  MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4
 AE1161'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1162 ***********************************************************************
 AE1162  DESIGNATION -  J 796 RESET 1962
 AE1162  PID         -  AE1162
 AE1162  STATE/COUNTY-  TX/ZAPATA
 AE1162  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1162
 AE1162                         *CURRENT SURVEY CONTROL
 AE1162  ___________________________________________________________________
 AE1162* NAD 83(1986)-  26 47 41.     (N)    099 06 05.     (W)     SCALED    
 AE1162* NAVD 88     -       124.98   (meters)     410.0    (feet)  RESET     
 AE1162  ___________________________________________________________________
 AE1162  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AE1162
 AE1162  VERT ORDER  -  THIRD
 AE1162
 AE1162.The horizontal coordinates were scaled from a topographic map and have
 AE1162.an estimated accuracy of +/- 6 seconds.
 AE1162
 AE1162.The orthometric height was computed from unverified reset data.
 AE1162
 AE1162.The geoid height was determined by GEOID03.
 AE1162
 AE1162;                    North         East    Units  Estimated Accuracy
 AE1162;SPC TX S     - 5,125,120.      240,210.      MT  (+/- 180 meters Scaled)
 AE1162
 AE1162                          SUPERSEDED SURVEY CONTROL
 AE1162
 AE1162.No superseded survey control is available for this station.
 AE1162
 AE1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ899637(NAD 83)
 AE1162_MARKER: DB = BENCH MARK DISK
 AE1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1162_STAMPING: J 796 RESET 1962
 AE1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1162+STABILITY: SURFACE MOTION
 AE1162
 AE1162  HISTORY     - Date     Condition        Report By
 AE1162  HISTORY     - 1962     MONUMENTED       TXHD
 AE1162  HISTORY     - 1975     MARK NOT FOUND   USGS
 AE1162
 AE1162                          STATION DESCRIPTION
 AE1162
 AE1162'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 AE1162'8.7 MI NE FROM SANTA ROSA.
 AE1162'ABOUT 0.9 MILE NORTH ALONG U.S. HIGHWAY 83 FROM SANTA ROSA, ZAPATA
 AE1162'COUNTY, THENCE 7.8 MILES NORTHEAST ALONG A GRAVEL ROAD TO A FENCE
 AE1162'CORNER ON THE NORTHWEST SIDE OF THE ROAD, AND THE BENCH MARK ABOUT 60
 AE1162'FEET SOUTHEAST OF THE CENTER OF THE ROAD.  A STANDARD DISK STAMPED J
 AE1162'796 RESET 1962, IS SET IN THE TOP OF A 6-1/2 INCH CONCRETE POST WHICH
 AE1162'PROJECTS 4 INCHES ABOVE THE GROUND.  NOTE-- THIS MARK WAS SET 62 FEET
 AE1162'SOUTHEAST OF THE ORIGINAL BENCH MARK.
 AE1162
 AE1162                          STATION RECOVERY (1975)
 AE1162
 AE1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AE1162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0011 ***********************************************************************
 AY0011  DESIGNATION -  J 797
 AY0011  PID         -  AY0011
 AY0011  STATE/COUNTY-  TX/COMAL
 AY0011  USGS QUAD   -  SCHERTZ (1992)
 AY0011
 AY0011                         *CURRENT SURVEY CONTROL
 AY0011  ___________________________________________________________________
 AY0011* NAD 83(1986)-  29 37 13.     (N)    098 16 34.     (W)     SCALED    
 AY0011* NAVD 88     -       229.651  (meters)     753.45   (feet)  POSTED    
 AY0011  ___________________________________________________________________
 AY0011  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AY0011  DYNAMIC HT  -         229.320 (meters)     752.36  (feet)  COMP
 AY0011  MODELED GRAV-     979,183.7   (mgal)                       NAVD 88
 AY0011
 AY0011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0011
 AY0011.The horizontal coordinates were scaled from a topographic map and have
 AY0011.an estimated accuracy of +/- 6 seconds.
 AY0011
 AY0011.The orthometric height was determined by differential leveling
 AY0011.and adjusted by the National Geodetic Survey in 1992..
 AY0011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0011.rate of 0.0 thru 1.0 mm/km.
 AY0011
 AY0011.The geoid height was determined by GEOID03.
 AY0011
 AY0011.The dynamic height is computed by dividing the NAVD 88
 AY0011.geopotential number by the normal gravity value computed on the
 AY0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0011.degrees latitude (g = 980.6199 gals.).
 AY0011
 AY0011.The modeled gravity was interpolated from observed gravity values.
 AY0011
 AY0011;                    North         East    Units  Estimated Accuracy
 AY0011;SPC TXSC     - 4,198,260.      670,100.      MT  (+/- 180 meters Scaled)
 AY0011
 AY0011                          SUPERSEDED SURVEY CONTROL
 AY0011
 AY0011  NGVD 29 (??/??/92)  229.552  (m)          753.12   (f) ADJ UNCH    1 2
 AY0011
 AY0011.Superseded values are not recommended for survey control.
 AY0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0011.See file dsdata.txt to determine how the superseded data were derived.
 AY0011
 AY0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT700769(NAD 83)
 AY0011_MARKER: DB = BENCH MARK DISK
 AY0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0011_SP_SET: CULVERT
 AY0011_STAMPING: J 797 1943
 AY0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0011
 AY0011  HISTORY     - Date     Condition        Report By
 AY0011  HISTORY     - 1943     MONUMENTED       CGS
 AY0011  HISTORY     - 1952     GOOD             DOD
 AY0011  HISTORY     - 1988     GOOD             USPSQD
 AY0011  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0011  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0011  HISTORY     - 20020308 GOOD             USPSQD
 AY0011
 AY0011                          STATION DESCRIPTION
 AY0011
 AY0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0011'10.8 MI SW FROM NEW BRAUNFELS.
 AY0011'10.8 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0011'FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 1-1/2 POLES SOUTHWEST
 AY0011'OF MILEPOST 1014, AT A 3- BY 4-FOOT CONCRETE CULVERT, IN THE TOP OF
 AY0011'THE NORTHEAST END OF THE SOUTHEAST HEADWALL, 13 FEET SOUTHEAST OF THE
 AY0011'CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK. A STANDARD
 AY0011'DISK.
 AY0011
 AY0011                          STATION RECOVERY (1952)
 AY0011
 AY0011'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1952
 AY0011'RECOVERED IN GOOD CONDITION.
 AY0011
 AY0011                          STATION RECOVERY (1988)
 AY0011
 AY0011'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0011'RECOVERED IN GOOD CONDITION.
 AY0011
 AY0011                          STATION RECOVERY (1993)
 AY0011
 AY0011'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0011'MARK NOT FOUND.
 AY0011
 AY0011                          STATION RECOVERY (1999)
 AY0011
 AY0011'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0011'MARK NOT FOUND.
 AY0011
 AY0011                          STATION RECOVERY (2002)
 AY0011
 AY0011'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0748 ***********************************************************************
 AY0748  DESIGNATION -  J 799
 AY0748  PID         -  AY0748
 AY0748  STATE/COUNTY-  TX/BEXAR
 AY0748  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0748
 AY0748                         *CURRENT SURVEY CONTROL
 AY0748  ___________________________________________________________________
 AY0748* NAD 83(1986)-  29 24 24.     (N)    098 31 56.     (W)     SCALED    
 AY0748* NAVD 88     -       203.341  (meters)     667.13   (feet)  POSTED    
 AY0748  ___________________________________________________________________
 AY0748  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AY0748  DYNAMIC HT  -         203.050 (meters)     666.17  (feet)  COMP
 AY0748  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 AY0748
 AY0748  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0748
 AY0748.The horizontal coordinates were scaled from a topographic map and have
 AY0748.an estimated accuracy of +/- 6 seconds.
 AY0748
 AY0748.The orthometric height was determined by differential leveling
 AY0748.and adjusted by the National Geodetic Survey in 1992..
 AY0748.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0748.rate of 0.0 thru 1.0 mm/km.
 AY0748
 AY0748.The geoid height was determined by GEOID03.
 AY0748
 AY0748.The dynamic height is computed by dividing the NAVD 88
 AY0748.geopotential number by the normal gravity value computed on the
 AY0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0748.degrees latitude (g = 980.6199 gals.).
 AY0748
 AY0748.The modeled gravity was interpolated from observed gravity values.
 AY0748
 AY0748;                    North         East    Units  Estimated Accuracy
 AY0748;SPC TXSC     - 4,174,460.      645,390.      MT  (+/- 180 meters Scaled)
 AY0748
 AY0748                          SUPERSEDED SURVEY CONTROL
 AY0748
 AY0748  NGVD 29 (??/??/92)  203.222  (m)          666.74   (f) ADJ UNCH    1 2
 AY0748
 AY0748.Superseded values are not recommended for survey control.
 AY0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0748.See file dsdata.txt to determine how the superseded data were derived.
 AY0748
 AY0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT453531(NAD 83)
 AY0748_MARKER: DB = BENCH MARK DISK
 AY0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0748_STAMPING: J 799 1943
 AY0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0748+STABILITY: SURFACE MOTION
 AY0748
 AY0748  HISTORY     - Date     Condition        Report By
 AY0748  HISTORY     - 1943     MONUMENTED       CGS
 AY0748  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0748  HISTORY     - 19950510 MARK NOT FOUND   USPSQD
 AY0748
 AY0748                          STATION DESCRIPTION
 AY0748
 AY0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0748'5.0 MI SW FROM SAN ANTONIO.
 AY0748'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0748'PROCEED 5.0 MILES SOUTHWEST ALONG THE TRACKS TO MILE POST NO.214 AND
 AY0748'SITE OF BENCH MARK.  BENCH MARK IS 3 TELEGRAPH POLES SOUTHWEST OF A
 AY0748'GRAVEL ROAD CROSSING, 30.0 FEET SOUTHEAST OF AND ABOUT 2.0 FEET BELOW
 AY0748'THE CENTERLINE OF TRACK.  IT IS 2.0 FEET NORTH OF MILE POST NO.214.
 AY0748'MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AY0748'AND PROJECTS 0.4 FOOT.
 AY0748
 AY0748                          STATION RECOVERY (1967)
 AY0748
 AY0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0748'MARK NOT FOUND.
 AY0748
 AY0748                          STATION RECOVERY (1995)
 AY0748
 AY0748'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0335 ***********************************************************************
 AW0335  DESIGNATION -  J 8
 AW0335  PID         -  AW0335
 AW0335  STATE/COUNTY-  TX/HARRIS
 AW0335  USGS QUAD   -  SETTEGAST (1995)
 AW0335
 AW0335                         *CURRENT SURVEY CONTROL
 AW0335  ___________________________________________________________________
 AW0335* NAD 83(1986)-  29 45 52.     (N)    095 21 26.     (W)     SCALED    
 AW0335* NAVD 88     -        12.247  (meters)      40.18   (feet)  ADJUSTED  
 AW0335  ___________________________________________________________________
 AW0335  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW0335  DYNAMIC HT  -          12.230 (meters)      40.12  (feet)  COMP
 AW0335  MODELED GRAV-     979,285.5   (mgal)                       NAVD 88
 AW0335
 AW0335  VERT ORDER  -  FIRST     CLASS I
 AW0335
 AW0335.The horizontal coordinates were scaled from a topographic map and have
 AW0335.an estimated accuracy of +/- 6 seconds.
 AW0335
 AW0335.The orthometric height was determined by differential leveling
 AW0335.and adjusted by the National Geodetic Survey in July 2002..
 AW0335
 AW0335.The geoid height was determined by GEOID03.
 AW0335
 AW0335.The dynamic height is computed by dividing the NAVD 88
 AW0335.geopotential number by the normal gravity value computed on the
 AW0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0335.degrees latitude (g = 980.6199 gals.).
 AW0335
 AW0335.The modeled gravity was interpolated from observed gravity values.
 AW0335
 AW0335;                    North         East    Units  Estimated Accuracy
 AW0335;SPC TXSC     - 4,219,510.      952,210.      MT  (+/- 180 meters Scaled)
 AW0335
 AW0335                          SUPERSEDED SURVEY CONTROL
 AW0335
 AW0335  NAVD 88 (06/15/91)   12.328  (m)           40.45   (f) UNKNOWN     1 1
 AW0335  NGVD 29 (12/23/87)   12.324  (m)           40.43   (f) ADJUSTED    1 1
 AW0335
 AW0335.Superseded values are not recommended for survey control.
 AW0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0335.See file dsdata.txt to determine how the superseded data were derived.
 AW0335
 AW0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN720950(NAD 83)
 AW0335_MARKER: DB = BENCH MARK DISK
 AW0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0335_SP_SET: BUILDING PILLAR
 AW0335_STAMPING: J 8 ELEV 45.00 FT
 AW0335_MARK LOGO: CGS   
 AW0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0335+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 AW0335
 AW0335  HISTORY     - Date     Condition        Report By
 AW0335  HISTORY     - 1906     MONUMENTED       CGS
 AW0335  HISTORY     - 1973     GOOD             NGS
 AW0335  HISTORY     - 1976     GOOD             NGS
 AW0335  HISTORY     - 1976     GOOD             NGS
 AW0335  HISTORY     - 1978     GOOD             DOD
 AW0335  HISTORY     - 1978     GOOD             NGS
 AW0335  HISTORY     - 1983     GOOD             NGS
 AW0335  HISTORY     - 1986     GOOD             NGS
 AW0335  HISTORY     - 1987     GOOD             USPSQD
 AW0335  HISTORY     - 1988     GOOD             USPSQD
 AW0335  HISTORY     - 1988     GOOD             USPSQD
 AW0335  HISTORY     - 1989     GOOD             USPSQD
 AW0335  HISTORY     - 1990     GOOD             USPSQD
 AW0335  HISTORY     - 19960206 GOOD             NGS
 AW0335  HISTORY     - 20040517 GOOD             USPSQD
 AW0335
 AW0335                          STATION DESCRIPTION
 AW0335
 AW0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0335'IN HOUSTON.
 AW0335'AT HOUSTON, ABOUT 0.1 MILE SOUTH ALONG NORTH SAN JACINTO STREET FROM
 AW0335'THE MISSOURI-KANSAS-TEXAS RAILROAD SWITCH CONTROL TOWER NO. 108 AT
 AW0335'HOUSTON, 270 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 37.3 FEET
 AW0335'EAST OF THE CENTER LINE OF NORTH SAN JACINTO STREET, 51.2 FEET NORTH
 AW0335'OF THE CENTER LINE OF BAKER STREET, SET VERTICALLY IN THE WEST FACE
 AW0335'AND AT THE SOUTHWEST CORNER OF THE PILLAR FOR PEDEN IRON AND STEEL
 AW0335'COMPANY SALES OFFICE BLDG, 2.9 FEET ABOVE THE LEVEL OF THE STREET.
 AW0335
 AW0335                          STATION RECOVERY (1976)
 AW0335
 AW0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0335'RECOVERED IN GOOD CONDITION.
 AW0335
 AW0335                          STATION RECOVERY (1976)
 AW0335
 AW0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0335'RECOVERED IN GOOD CONDITION.
 AW0335
 AW0335                          STATION RECOVERY (1978)
 AW0335
 AW0335'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW0335'RECOVERED IN GOOD CONDITION.
 AW0335
 AW0335                          STATION RECOVERY (1978)
 AW0335
 AW0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0335'RECOVERED IN GOOD CONDITION.
 AW0335
 AW0335                          STATION RECOVERY (1983)
 AW0335
 AW0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0335'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 36
 AW0335'FEET WEST OF THE CENTERLINE OF SAN JACINTO STREET, ADD 36 FEET EAST
 AW0335'OF THE CENTERLINE OF SAN JACINTO STREET, ADD 40 FEET NORTH-NORTHEAST
 AW0335'OF THE CENTERLINE OF BAKER STREET.
 AW0335
 AW0335                          STATION RECOVERY (1986)
 AW0335
 AW0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0335'RECOVERED IN GOOD CONDITION.
 AW0335
 AW0335                          STATION RECOVERY (1987)
 AW0335
 AW0335'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0335'RECOVERED IN GOOD CONDITION.
 AW0335
 AW0335                          STATION RECOVERY (1988)
 AW0335
 AW0335'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0335'RECOVERED IN GOOD CONDITION.
 AW0335
 AW0335                          STATION RECOVERY (1988)
 AW0335
 AW0335'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW0335'RECOVERED IN GOOD CONDITION.
 AW0335
 AW0335                          STATION RECOVERY (1989)
 AW0335
 AW0335'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0335'RECOVERED IN GOOD CONDITION.
 AW0335
 AW0335                          STATION RECOVERY (1990)
 AW0335
 AW0335'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0335'RECOVERED IN GOOD CONDITION.
 AW0335
 AW0335                          STATION RECOVERY (1996)
 AW0335
 AW0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0335'IN HOUSTON, AT THE INTERSECTION OF NORTH SAN JACINTO AND BAKER
 AW0335'STREETS, SET VERTICALLY IN THE WEST FACE OF THE CORNER PILLAR OF THE
 AW0335'U.S.  CUSTOMS RECORD ARCHIVE BUILDING AT 700 NORTH SAN JACINTO STREET,
 AW0335'13.3 M (43.6 FT) NORTH OF THE CENTERLINE OF BAKER STREET, 10.1 M (33.1
 AW0335'FT) EAST OF THE CENTER OF SAN JACINTO, 0.8 M (2.6 FT) ABOVE THE LEVEL
 AW0335'OF THE STREETS, AND 0.7 M (2.3 FT) NORTH OF THE SOUTHWEST CORNER OF
 AW0335'THE BUILDING.
 AW0335
 AW0335                          STATION RECOVERY (2004)
 AW0335
 AW0335'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0232 ***********************************************************************
 BN0232  DESIGNATION -  J 80
 BN0232  PID         -  BN0232
 BN0232  STATE/COUNTY-  TX/MASON
 BN0232  USGS QUAD   -  GRIT (1970)
 BN0232
 BN0232                         *CURRENT SURVEY CONTROL
 BN0232  ___________________________________________________________________
 BN0232* NAD 83(1986)-  30 52 02.     (N)    099 16 43.     (W)     SCALED    
 BN0232* NAVD 88     -       547.004  (meters)    1794.63   (feet)  ADJUSTED  
 BN0232  ___________________________________________________________________
 BN0232  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 BN0232  DYNAMIC HT  -         546.245 (meters)    1792.14  (feet)  COMP
 BN0232  MODELED GRAV-     979,237.4   (mgal)                       NAVD 88
 BN0232
 BN0232  VERT ORDER  -  FIRST     CLASS II
 BN0232
 BN0232.The horizontal coordinates were scaled from a topographic map and have
 BN0232.an estimated accuracy of +/- 6 seconds.
 BN0232
 BN0232.The orthometric height was determined by differential leveling
 BN0232.and adjusted by the National Geodetic Survey in June 1991..
 BN0232
 BN0232.The geoid height was determined by GEOID03.
 BN0232
 BN0232.The dynamic height is computed by dividing the NAVD 88
 BN0232.geopotential number by the normal gravity value computed on the
 BN0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0232.degrees latitude (g = 980.6199 gals.).
 BN0232
 BN0232.The modeled gravity was interpolated from observed gravity values.
 BN0232
 BN0232;                    North         East    Units  Estimated Accuracy
 BN0232;SPC TX C     - 3,133,570.      800,860.      MT  (+/- 180 meters Scaled)
 BN0232
 BN0232                          SUPERSEDED SURVEY CONTROL
 BN0232
 BN0232  NGVD 29 (??/??/92)  546.927  (m)         1794.38   (f) ADJ UNCH    1 2
 BN0232
 BN0232.Superseded values are not recommended for survey control.
 BN0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0232.See file dsdata.txt to determine how the superseded data were derived.
 BN0232
 BN0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV733149(NAD 83)
 BN0232_MARKER: DB = BENCH MARK DISK
 BN0232_SETTING: 66 = SET IN ROCK OUTCROP
 BN0232_SP_SET: ROCK OUTCROP
 BN0232_STAMPING: J 80 1931
 BN0232_MARK LOGO: CGS   
 BN0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0232+STABILITY: POSITION/ELEVATION WELL
 BN0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0232+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0232
 BN0232  HISTORY     - Date     Condition        Report By
 BN0232  HISTORY     - 1931     MONUMENTED       CGS
 BN0232  HISTORY     - 1953     GOOD             NGS
 BN0232  HISTORY     - 1982     GOOD             NGS
 BN0232  HISTORY     - 19960213 GOOD             USPSQD
 BN0232  HISTORY     - 20060318 GOOD             USPSQD
 BN0232
 BN0232                          STATION DESCRIPTION
 BN0232
 BN0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0232'8.8 MI N FROM MASON.
 BN0232'8.8 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT MASON,
 BN0232'126 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET WEST OF A
 BN0232'FENCE, SET IN THE TOP OF A LARGE ROCK OUTCROP.
 BN0232
 BN0232                          STATION RECOVERY (1982)
 BN0232
 BN0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0232'14.8 KM (9.2 MI) NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0232'IN MASON, 0.3 KM (0.2 MI) SOUTH OF A ROADSIDE PARK, SET IN TOP OF A
 BN0232'LARGE ROCK OUTCROP, 48.1 METERS (158.0 FT) WEST OF THE CENTERLINE OF
 BN0232'THE HIGHWAY, 17.3 METERS (57.0 FT) WEST OF RIGHT-OF-WAY FENCE, AND
 BN0232'0.9 METER (3.0 FT) NORTH OF A STEEL POST CEMENTED IN OUTCROP.
 BN0232'THE MARK IS 17.3 METERS  W FROM A WITNESS POST.
 BN0232'THE MARK IS 1.0 M BELOW HIGHWAY.
 BN0232
 BN0232                          STATION RECOVERY (1996)
 BN0232
 BN0232'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0232'RECOVERED IN GOOD CONDITION.
 BN0232
 BN0232                          STATION RECOVERY (2006)
 BN0232
 BN0232'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0232'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1086 ***********************************************************************
 AE1086  DESIGNATION -  J 800
 AE1086  PID         -  AE1086
 AE1086  STATE/COUNTY-  TX/ZAPATA
 AE1086  USGS QUAD   -  ARROYO CLARENO (1980)
 AE1086
 AE1086                         *CURRENT SURVEY CONTROL
 AE1086  ___________________________________________________________________
 AE1086* NAD 83(1986)-  26 48 22.     (N)    099 13 51.     (W)     SCALED    
 AE1086* NAVD 88     -        81.524  (meters)     267.47   (feet)  ADJUSTED  
 AE1086  ___________________________________________________________________
 AE1086  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AE1086  DYNAMIC HT  -          81.392 (meters)     267.03  (feet)  COMP
 AE1086  MODELED GRAV-     979,031.4   (mgal)                       NAVD 88
 AE1086
 AE1086  VERT ORDER  -  FIRST     CLASS II
 AE1086
 AE1086.The horizontal coordinates were scaled from a topographic map and have
 AE1086.an estimated accuracy of +/- 6 seconds.
 AE1086
 AE1086.The orthometric height was determined by differential leveling
 AE1086.and adjusted by the National Geodetic Survey in June 1991..
 AE1086.WARNING-Repeat measurements at this control monument indicate possible
 AE1086.vertical movement.
 AE1086
 AE1086.The geoid height was determined by GEOID03.
 AE1086
 AE1086.The dynamic height is computed by dividing the NAVD 88
 AE1086.geopotential number by the normal gravity value computed on the
 AE1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1086.degrees latitude (g = 980.6199 gals.).
 AE1086
 AE1086.The modeled gravity was interpolated from observed gravity values.
 AE1086
 AE1086;                    North         East    Units  Estimated Accuracy
 AE1086;SPC TX S     - 5,126,450.      227,350.      MT  (+/- 180 meters Scaled)
 AE1086
 AE1086                          SUPERSEDED SURVEY CONTROL
 AE1086
 AE1086  NGVD 29 (??/??/92)   81.569  (m)          267.61   (f) ADJ UNCH    1 2
 AE1086
 AE1086.Superseded values are not recommended for survey control.
 AE1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1086.See file dsdata.txt to determine how the superseded data were derived.
 AE1086
 AE1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ770649(NAD 83)
 AE1086_MARKER: DB = BENCH MARK DISK
 AE1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1086_STAMPING: J 800 1943
 AE1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1086+STABILITY: SURFACE MOTION
 AE1086
 AE1086  HISTORY     - Date     Condition        Report By
 AE1086  HISTORY     - 1943     MONUMENTED       CGS
 AE1086  HISTORY     - 1956     GOOD             NGS
 AE1086
 AE1086                          STATION DESCRIPTION
 AE1086
 AE1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1086'12.5 MI SE FROM ZAPATA.
 AE1086'3.4 MILES SOUTHWEST ALONG FARM ROAD 496 FROM THE WATER TOWER AT
 AE1086'ZAPATA, THENCE 8.2 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 83, THENCE
 AE1086'0.8 MILE SOUTHWEST ALONG A TRACK ROAD, THENCE 0.1 MILE SOUTH ALONG A
 AE1086'TRACK ROAD, 0.1 MILE SOUTH OF THE CROSSING OF AN IRRIGATION CANAL, ON
 AE1086'THE OUTSIDE OF A CURVE IN THE ROAD, 40 FEET SOUTHEAST OF THE CENTER
 AE1086'LINE OF A TRACK ROAD, 1.4 FEET NORTHWEST OF A FENCE, 1.3 FEET
 AE1086'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AE1086'IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4372 ***********************************************************************
 AW4372  DESIGNATION -  J 801
 AW4372  PID         -  AW4372
 AW4372  STATE/COUNTY-  TX/MATAGORDA
 AW4372  USGS QUAD   -  PLEDGER (1980)
 AW4372
 AW4372                         *CURRENT SURVEY CONTROL
 AW4372  ___________________________________________________________________
 AW4372* NAD 83(1986)-  29 12 07.     (N)    095 53 16.     (W)     SCALED    
 AW4372* NAVD 88     -        18.11   (+/-2cm)      59.4    (feet)  VERTCON   
 AW4372  ___________________________________________________________________
 AW4372  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW4372
 AW4372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4372
 AW4372.The horizontal coordinates were scaled from a topographic map and have
 AW4372.an estimated accuracy of +/- 6 seconds.
 AW4372
 AW4372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4372.The vertical order pertains to the NGVD 29 superseded value.
 AW4372
 AW4372.The geoid height was determined by GEOID03.
 AW4372
 AW4372;                    North         East    Units  Estimated Accuracy
 AW4372;SPC TXSC     - 4,155,710.      902,580.      MT  (+/- 180 meters Scaled)
 AW4372
 AW4372                          SUPERSEDED SURVEY CONTROL
 AW4372
 AW4372  NGVD 29 (??/??/92)   18.122  (m)           59.46   (f) ADJ UNCH    2 0
 AW4372
 AW4372.Superseded values are not recommended for survey control.
 AW4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4372.See file dsdata.txt to determine how the superseded data were derived.
 AW4372
 AW4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN192338(NAD 83)
 AW4372_MARKER: DB = BENCH MARK DISK
 AW4372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4372_STAMPING: J 801 1943
 AW4372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4372+STABILITY: SURFACE MOTION
 AW4372
 AW4372  HISTORY     - Date     Condition        Report By
 AW4372  HISTORY     - 1943     MONUMENTED       CGS
 AW4372  HISTORY     - 19990818 GOOD             USPSQD
 AW4372
 AW4372                          STATION DESCRIPTION
 AW4372
 AW4372'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4372'2.1 MI E FROM PLEDGER.
 AW4372'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED EASTERLY
 AW4372'2.1 MILES ALONG PLEDGER-WEST COLUMBIA ROAD TO SITE OF BENCH MARK.
 AW4372'BENCH MARK IS ABOUT 0.8 MILE EAST OF THE PLEDGER COLORED VOCATIONAL
 AW4372'AGRICULTURE SCHOOL, ABOUT 0.15 MILE EAST OF A CURVE IN ROAD, 138.0
 AW4372'FEET WEST OF A WOODEN BRIDGE, 103.0 FEET EAST OF A POWER LINE POLE,
 AW4372'51.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AW4372'THE ROAD, 18.0 FEET EAST OF THE CENTERLINE OF A WIRE GATE, 3.0 FEET
 AW4372'WEST OF A 4 BY 4 INCH WOODEN MARKER POST AND IN LINE WITH POWER LINE.
 AW4372'MONUMENT PROJECTS ABOUT 0.3 FOOT, AND SET IN A CONCRETE POST.
 AW4372
 AW4372                          STATION RECOVERY (1999)
 AW4372
 AW4372'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4373 ***********************************************************************
 AW4373  DESIGNATION -  J 801 RESET 1961
 AW4373  PID         -  AW4373
 AW4373  STATE/COUNTY-  TX/MATAGORDA
 AW4373  USGS QUAD   -  PLEDGER (1980)
 AW4373
 AW4373                         *CURRENT SURVEY CONTROL
 AW4373  ___________________________________________________________________
 AW4373* NAD 83(1986)-  29 12 06.     (N)    095 53 16.     (W)     SCALED    
 AW4373* NAVD 88     -        18.15   (+/-2cm)      59.5    (feet)  VERTCON   
 AW4373  ___________________________________________________________________
 AW4373  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW4373
 AW4373  VERT ORDER  -  THIRD (See Below)
 AW4373
 AW4373.The horizontal coordinates were scaled from a topographic map and have
 AW4373.an estimated accuracy of +/- 6 seconds.
 AW4373
 AW4373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4373.The vertical order pertains to the NGVD 29 superseded value.
 AW4373
 AW4373.The geoid height was determined by GEOID03.
 AW4373
 AW4373;                    North         East    Units  Estimated Accuracy
 AW4373;SPC TXSC     - 4,155,670.      902,590.      MT  (+/- 180 meters Scaled)
 AW4373
 AW4373                          SUPERSEDED SURVEY CONTROL
 AW4373
 AW4373  NGVD 29 (01/29/03)   18.16   (m)           59.6    (f) RESET       3  
 AW4373
 AW4373.Superseded values are not recommended for survey control.
 AW4373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4373.See file dsdata.txt to determine how the superseded data were derived.
 AW4373
 AW4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN192337(NAD 83)
 AW4373_MARKER: DB = BENCH MARK DISK
 AW4373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4373_STAMPING: J 801 RESET 1961
 AW4373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4373+STABILITY: SURFACE MOTION
 AW4373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4373+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4373
 AW4373  HISTORY     - Date     Condition        Report By
 AW4373  HISTORY     - 1961     MONUMENTED       TXHD
 AW4373  HISTORY     - 20041118 GOOD             USPSQD
 AW4373
 AW4373                          STATION DESCRIPTION
 AW4373
 AW4373'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AW4373'2.03 MI E FROM PLEDGER.
 AW4373'TO REACH FROM CENTERLINE OF T AND NO RAILROAD CROSSING AT PLEDGER,
 AW4373'PROCEED EASTERLY 1.9 MILES ALONG FM HIGHWAY 1301 TO SITE OF BENCH
 AW4373'MARK.  BENCH MARK IS 1.9 MILES EAST OF T AND NO RAILROAD CROSSING AT
 AW4373'PLEDGER, ABOUT 0.13 MILE EAST OF A CURVE IN ROAD, 141.0 FEET WEST OF A
 AW4373'2-6 X 6 FT. CONCRETE BOX CULVERT, 59.0 FEET NORTH OF AND 0.8 FEET
 AW4373'BELOW THE CENTERLINE OF ROAD, 16.0 FEET EAST OF THE CENTERLINE OF A
 AW4373'WIRE GATE 31.0 FEET EAST OF A FENCE CORNER, IN LINE WITH POWER LINE,
 AW4373'AND SET IN A CONCRETE POST, WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AW4373
 AW4373                          STATION RECOVERY (2004)
 AW4373
 AW4373'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4398 ***********************************************************************
 AW4398  DESIGNATION -  J 802
 AW4398  PID         -  AW4398
 AW4398  STATE/COUNTY-  TX/BRAZORIA
 AW4398  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4398
 AW4398                         *CURRENT SURVEY CONTROL
 AW4398  ___________________________________________________________________
 AW4398* NAD 83(1986)-  29 09 52.     (N)    095 36 39.     (W)     SCALED    
 AW4398* NAVD 88     -         9.25   (+/-2cm)      30.3    (feet)  VERTCON   
 AW4398  ___________________________________________________________________
 AW4398  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW4398
 AW4398  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4398
 AW4398.The horizontal coordinates were scaled from a topographic map and have
 AW4398.an estimated accuracy of +/- 6 seconds.
 AW4398
 AW4398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4398.The vertical order pertains to the NGVD 29 superseded value.
 AW4398
 AW4398.The geoid height was determined by GEOID03.
 AW4398
 AW4398;                    North         East    Units  Estimated Accuracy
 AW4398;SPC TXSC     - 4,152,300.      929,620.      MT  (+/- 180 meters Scaled)
 AW4398
 AW4398                          SUPERSEDED SURVEY CONTROL
 AW4398
 AW4398  NGVD 29 (??/??/92)    9.263  (m)           30.39   (f) ADJ UNCH    2 0
 AW4398
 AW4398.Superseded values are not recommended for survey control.
 AW4398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4398.See file dsdata.txt to determine how the superseded data were derived.
 AW4398
 AW4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN460290(NAD 83)
 AW4398_MARKER: DB = BENCH MARK DISK
 AW4398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4398_SP_SET: CULVERT
 AW4398_STAMPING: J 802 1943
 AW4398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4398+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 AW4398
 AW4398  HISTORY     - Date     Condition        Report By
 AW4398  HISTORY     - 1943     MONUMENTED       CGS
 AW4398  HISTORY     - 19980305 GOOD             USPSQD
 AW4398  HISTORY     - 20041109 GOOD             USPSQD
 AW4398
 AW4398                          STATION DESCRIPTION
 AW4398
 AW4398'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4398'2.0 MI N FROM EAST COLUMBIA.
 AW4398'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4398'COLUMBIA.  PROCEED NORTHERLY 2.0 MILES ALONG CONCRETE ROAD TO A
 AW4398'CONCRETE BOX CULVERT AT THE SOUTH END OF A CURVE AND SITE OF BENCH
 AW4398'MARK.  BENCH MARK IS AT THE SOUTH END OF A CURVE WITH GUARD-RAIL
 AW4398'POSTS, 14.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AW4398'CENTERLINE OF THE CONCRETE ROAD AND IS SET HORIZONTALLY IN THE TOP
 AW4398'SOUTH END OF THE WEST HEADWALL OF THE CONCRETE BOX CULVERT.
 AW4398
 AW4398                          STATION RECOVERY (1998)
 AW4398
 AW4398'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4398'RECOVERED IN GOOD CONDITION.
 AW4398
 AW4398                          STATION RECOVERY (2004)
 AW4398
 AW4398'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4398'LOCATED ON OLD UNUSED ROAD. DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4413 ***********************************************************************
 AW4413  DESIGNATION -  J 803
 AW4413  PID         -  AW4413
 AW4413  STATE/COUNTY-  TX/BRAZORIA
 AW4413  USGS QUAD   -  OTEY (1980)
 AW4413
 AW4413                         *CURRENT SURVEY CONTROL
 AW4413  ___________________________________________________________________
 AW4413* NAD 83(1986)-  29 18 23.     (N)    095 34 37.     (W)     SCALED    
 AW4413* NAVD 88     -        14.64   (+/-2cm)      48.0    (feet)  VERTCON   
 AW4413  ___________________________________________________________________
 AW4413  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW4413
 AW4413  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4413
 AW4413.The horizontal coordinates were scaled from a topographic map and have
 AW4413.an estimated accuracy of +/- 6 seconds.
 AW4413
 AW4413.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4413.The vertical order pertains to the NGVD 29 superseded value.
 AW4413
 AW4413.The geoid height was determined by GEOID03.
 AW4413
 AW4413;                    North         East    Units  Estimated Accuracy
 AW4413;SPC TXSC     - 4,168,120.      932,460.      MT  (+/- 180 meters Scaled)
 AW4413
 AW4413                          SUPERSEDED SURVEY CONTROL
 AW4413
 AW4413  NGVD 29 (??/??/92)   14.64   (m)           48.0    (f) COMPUTED    2 0
 AW4413
 AW4413.Superseded values are not recommended for survey control.
 AW4413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4413.See file dsdata.txt to determine how the superseded data were derived.
 AW4413
 AW4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN497446(NAD 83)
 AW4413_MARKER: DB = BENCH MARK DISK
 AW4413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4413_STAMPING: J 803 1943
 AW4413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4413+STABILITY: SURFACE MOTION
 AW4413
 AW4413  HISTORY     - Date     Condition        Report By
 AW4413  HISTORY     - 1943     MONUMENTED       CGS
 AW4413
 AW4413                          STATION DESCRIPTION
 AW4413
 AW4413'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4413'8.7 MI W FROM BONNEY.
 AW4413'TO REACH FROM THE GENERAL STORE AT BONNEY.  PROCEED SOUTHERLY 0.9 MILE
 AW4413'ALONG STATE HIGHWAY NO. 288, THENCE WESTERLY 7.8 MILES ALONG THE
 AW4413'RAMSEY STATE PRISON FARM GRAVEL AND DIRT ROAD TO RAMSEY PRISON CAMP
 AW4413'NO. 3 AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE EAST OF
 AW4413'THE EAST BANK OF THE BRAZOS RIVER, ABOUT 0.15 MILE SOUTHEAST OF THE
 AW4413'MAIN PRISON QUARTERS AT CAMP NO. 3, 144.0 FEET EAST OF THE NORTHEAST
 AW4413'CORNER OF THE YARD AROUND A RESIDENCE HOUSE (WARDEN RESIDENCE), 27.0
 AW4413'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AW4413'ROAD, 8.0 FEET EAST OF A POWER LINE POLE, 3.0 FEET WEST OF A 4 BY 4
 AW4413'INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF A CHICKEN-WIRE FENCE.
 AW4413'MOUMENT PROJECTS ABOUT 0.5 FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2230 ***********************************************************************
 AW2230  DESIGNATION -  J 805
 AW2230  PID         -  AW2230
 AW2230  STATE/COUNTY-  TX/FORT BEND
 AW2230  USGS QUAD   -  MISSOURI CITY (1995)
 AW2230
 AW2230                         *CURRENT SURVEY CONTROL
 AW2230  ___________________________________________________________________
 AW2230* NAD 83(1986)-  29 37 02.     (N)    095 32 28.     (W)     SCALED    
 AW2230* NAVD 88     -        24.34   (+/-2cm)      79.9    (feet)  VERTCON   
 AW2230  ___________________________________________________________________
 AW2230  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2230
 AW2230  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2230
 AW2230.The horizontal coordinates were scaled from a topographic map and have
 AW2230.an estimated accuracy of +/- 6 seconds.
 AW2230
 AW2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2230.The vertical order pertains to the NGVD 29 superseded value.
 AW2230
 AW2230.The geoid height was determined by GEOID03.
 AW2230
 AW2230;                    North         East    Units  Estimated Accuracy
 AW2230;SPC TXSC     - 4,202,660.      934,920.      MT  (+/- 180 meters Scaled)
 AW2230
 AW2230                          SUPERSEDED SURVEY CONTROL
 AW2230
 AW2230  NGVD 29 (??/??/92)   24.334  (m)           79.84   (f) ADJ UNCH    2 0
 AW2230
 AW2230.Superseded values are not recommended for survey control.
 AW2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2230.See file dsdata.txt to determine how the superseded data were derived.
 AW2230
 AW2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN539790(NAD 83)
 AW2230_MARKER: DB = BENCH MARK DISK
 AW2230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2230_SP_SET: CULVERT
 AW2230_STAMPING: J 805 1943
 AW2230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2230
 AW2230  HISTORY     - Date     Condition        Report By
 AW2230  HISTORY     - 1943     MONUMENTED       CGS
 AW2230  HISTORY     - 1973     GOOD             NGS
 AW2230  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2230  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 AW2230  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2230
 AW2230                          STATION DESCRIPTION
 AW2230
 AW2230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2230'1.0 MI E FROM STAFFORD.
 AW2230'0.65 MILE EAST ALONG NORTH MAIN STREET FROM THE JUNCTION OF STAFFORD
 AW2230'ROAD AT STAFFORD, THENCE 0.35 MILE NORTHEAST ALONG U.S. HIGHWAY 90
 AW2230'ALT. 0.2 MILE SOUTHWEST OF THE JUNCTION OF FARM ROAD 2234 (PINE ROAD),
 AW2230'AT THE JUNCTION OF SCHOOL STREET, IN THE TOP AND 0.8 FOOT SOUTHEAST OF
 AW2230'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A 4-FOOT
 AW2230'CONCRETE BOX CULVERT, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW2230'EASTBOUND LANES OF THE HIGHWAY, 14 1/2 FEET NORTHEAST OF THE CENTER
 AW2230'LINE OF THE STREET, AND ABOUT 1 1/2 FEET HIGHER THAN THE STREET.
 AW2230
 AW2230                          STATION RECOVERY (1978)
 AW2230
 AW2230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2230'NOT RECOVERED.  NOTE=THERE IS A NEW CULVERT AT DESCRIBED LOCATION.
 AW2230
 AW2230                          STATION RECOVERY (1979)
 AW2230
 AW2230'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 AW2230'MARK NOT FOUND.
 AW2230
 AW2230                          STATION RECOVERY (1987)
 AW2230
 AW2230'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0424 ***********************************************************************
 BM0424  DESIGNATION -  J 805
 BM0424  PID         -  BM0424
 BM0424  STATE/COUNTY-  TX/BASTROP
 BM0424  USGS QUAD   -  LAKE BASTROP (1982)
 BM0424
 BM0424                         *CURRENT SURVEY CONTROL
 BM0424  ___________________________________________________________________
 BM0424* NAD 83(1986)-  30 07 46.     (N)    097 20 19.     (W)     SCALED    
 BM0424* NAVD 88     -       119.53   (+/-2cm)     392.2    (feet)  VERTCON   
 BM0424  ___________________________________________________________________
 BM0424  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BM0424
 BM0424  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0424
 BM0424.The horizontal coordinates were scaled from a topographic map and have
 BM0424.an estimated accuracy of +/- 6 seconds.
 BM0424
 BM0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0424.The vertical order pertains to the NGVD 29 superseded value.
 BM0424
 BM0424.The geoid height was determined by GEOID03.
 BM0424
 BM0424;                    North         East    Units  Estimated Accuracy
 BM0424;SPC TX C     - 3,055,190.      988,540.      MT  (+/- 180 meters Scaled)
 BM0424
 BM0424                          SUPERSEDED SURVEY CONTROL
 BM0424
 BM0424  NGVD 29 (??/??/92)  119.469  (m)          391.96   (f) ADJ UNCH    1 2
 BM0424
 BM0424.Superseded values are not recommended for survey control.
 BM0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0424.See file dsdata.txt to determine how the superseded data were derived.
 BM0424
 BM0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU600342(NAD 83)
 BM0424_MARKER: DB = BENCH MARK DISK
 BM0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0424_STAMPING: J 805 1953
 BM0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0424+STABILITY: SURFACE MOTION
 BM0424
 BM0424  HISTORY     - Date     Condition        Report By
 BM0424  HISTORY     - 1953     MONUMENTED       CGS
 BM0424  HISTORY     - 19951226 GOOD             USPSQD
 BM0424  HISTORY     - 19990522 GOOD             USPSQD
 BM0424  HISTORY     - 20041120 GOOD             USPSQD
 BM0424
 BM0424                          STATION DESCRIPTION
 BM0424
 BM0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0424'2.6 MI NW FROM BASTROP.
 BM0424'2.6 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0424'THE STATION AT BASTROP, 11 1/2 POLES SOUTH OF MILEPOST 951, 66.5 FEET
 BM0424'NORTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 62 FEET EAST OF
 BM0424'THE EAST RAIL, 23 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 30
 BM0424'FEET SOUTHWEST OF THE CENTER OF A WIRE GATE, 2.2 FEET SOUTH OF A
 BM0424'FENCE, 2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BM0424'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0424
 BM0424                          STATION RECOVERY (1995)
 BM0424
 BM0424'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0424'RECOVERED IN GOOD CONDITION.
 BM0424
 BM0424                          STATION RECOVERY (1999)
 BM0424
 BM0424'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0424'RECOVERED IN GOOD CONDITION.
 BM0424
 BM0424                          STATION RECOVERY (2004)
 BM0424
 BM0424'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4710 ***********************************************************************
 AW4710  DESIGNATION -  J 805 RESET 1975
 AW4710  PID         -  AW4710
 AW4710  STATE/COUNTY-  TX/FORT BEND
 AW4710  USGS QUAD   -  MISSOURI CITY (1995)
 AW4710
 AW4710                         *CURRENT SURVEY CONTROL
 AW4710  ___________________________________________________________________
 AW4710* NAD 83(1986)-  29 37 02.     (N)    095 32 28.     (W)     SCALED    
 AW4710* NAVD 88     -        24.04   (+/-2cm)      78.9    (feet)  VERTCON   
 AW4710  ___________________________________________________________________
 AW4710  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW4710
 AW4710  VERT ORDER  -  THIRD (See Below)
 AW4710
 AW4710.The horizontal coordinates were scaled from a topographic map and have
 AW4710.an estimated accuracy of +/- 6 seconds.
 AW4710
 AW4710.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4710.The vertical order pertains to the NGVD 29 superseded value.
 AW4710
 AW4710.The geoid height was determined by GEOID03.
 AW4710
 AW4710;                    North         East    Units  Estimated Accuracy
 AW4710;SPC TXSC     - 4,202,660.      934,920.      MT  (+/- 180 meters Scaled)
 AW4710
 AW4710                          SUPERSEDED SURVEY CONTROL
 AW4710
 AW4710  NGVD 29 (01/29/03)   24.03   (m)           78.8    (f) RESET       3  
 AW4710
 AW4710.Superseded values are not recommended for survey control.
 AW4710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4710.See file dsdata.txt to determine how the superseded data were derived.
 AW4710
 AW4710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN539790(NAD 83)
 AW4710_MARKER: DB = BENCH MARK DISK
 AW4710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4710_SP_SET: CULVERT
 AW4710_STAMPING: J 805 RESET 1975
 AW4710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4710+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AW4710
 AW4710  HISTORY     - Date     Condition        Report By
 AW4710  HISTORY     - 1975     MONUMENTED       NGS
 AW4710  HISTORY     - 1987     GOOD             USPSQD
 AW4710  HISTORY     - 1987     GOOD             USPSQD
 AW4710  HISTORY     - 1989     GOOD             USPSQD
 AW4710  HISTORY     - 20040329 GOOD             USPSQD
 AW4710
 AW4710                          STATION DESCRIPTION
 AW4710
 AW4710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AW4710'1 MI E FROM STAFFORD.
 AW4710'FROM THE CITY HALL IN STAFFORD, GO EASTERLY ON U.S. HIGHWAY ALT. 90,
 AW4710'FOR 1.0 MILE TO FARBER STREET ON THE RIGHT AND MARK ON THE RIGHT.  A
 AW4710'STANDARD DISK, SET IN A DRILL HOLE, IN THE SOUTH HEAD-WALL OF CULVERT.
 AW4710'ITS ABOUT 200 FEET SOUTHWEST OF THE INTERSECTION OF FARM ROAD 2234
 AW4710'AND U.S. HWY. ALT. 90, 40 FEET SOUTH-SOUTHEAST OF THE CENTER-LINE OF
 AW4710'THE EAST BOUND TRAFFIC LANE OF U.S. HWY. 90, 18 FEET WEST OF THE
 AW4710'CENTER OF FARBER STREET, AND ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 AW4710
 AW4710                          STATION RECOVERY (1987)
 AW4710
 AW4710'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW4710'RECOVERED IN GOOD CONDITION.
 AW4710
 AW4710                          STATION RECOVERY (1987)
 AW4710
 AW4710'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 AW4710'RECOVERED IN GOOD CONDITION.
 AW4710
 AW4710                          STATION RECOVERY (1989)
 AW4710
 AW4710'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4710'RECOVERED IN GOOD CONDITION.
 AW4710
 AW4710                          STATION RECOVERY (2004)
 AW4710
 AW4710'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW4710'GO TO N29 37 05.8 W095 32 20.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4685 ***********************************************************************
 AW4685  DESIGNATION -  J 806
 AW4685  PID         -  AW4685
 AW4685  STATE/COUNTY-  TX/FORT BEND
 AW4685  USGS QUAD   -  RICHMOND NE (1980)
 AW4685
 AW4685                         *CURRENT SURVEY CONTROL
 AW4685  ___________________________________________________________________
 AW4685* NAD 83(1986)-  29 39 26.     (N)    095 50 02.     (W)     SCALED    
 AW4685* NAVD 88     -        34.30   (+/-2cm)     112.5    (feet)  VERTCON   
 AW4685  ___________________________________________________________________
 AW4685  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW4685
 AW4685  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4685
 AW4685.The horizontal coordinates were scaled from a topographic map and have
 AW4685.an estimated accuracy of +/- 6 seconds.
 AW4685
 AW4685.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4685.The vertical order pertains to the NGVD 29 superseded value.
 AW4685
 AW4685.The geoid height was determined by GEOID03.
 AW4685
 AW4685;                    North         East    Units  Estimated Accuracy
 AW4685;SPC TXSC     - 4,206,280.      906,460.      MT  (+/- 180 meters Scaled)
 AW4685
 AW4685                          SUPERSEDED SURVEY CONTROL
 AW4685
 AW4685  NGVD 29 (??/??/92)   34.30   (m)          112.5    (f) COMPUTED    2 0
 AW4685
 AW4685.Superseded values are not recommended for survey control.
 AW4685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4685.See file dsdata.txt to determine how the superseded data were derived.
 AW4685
 AW4685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN256841(NAD 83)
 AW4685_MARKER: DB = BENCH MARK DISK
 AW4685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4685_STAMPING: J 806 1943
 AW4685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4685+STABILITY: SURFACE MOTION
 AW4685
 AW4685  HISTORY     - Date     Condition        Report By
 AW4685  HISTORY     - 1943     MONUMENTED       CGS
 AW4685  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4685  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4685
 AW4685                          STATION DESCRIPTION
 AW4685
 AW4685'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4685'7.75 MI N FROM ROSENBERG.
 AW4685'TO REACH FROM THE CITY HALL AT ROSENBERG-- PROCEED 0.3 MILE WESTERLY
 AW4685'ALONG U.S. HIGHWAY NO.59 TO THE KATY-ROSENBERG ROAD INTERSECTION
 AW4685'LEADING NORTH, THENCE 7.45 MILES NORTHERLY TO SITE OF BENCH MARK.
 AW4685'BENCH MARK IS ABOUT 0.7 MILE NORTH OF THE POST OFFICE AT FOSTER, AND
 AW4685'ABOUT 0.2 MILE NORTH OF A SIDE ROAD INTERSECTION LEADING EAST TO
 AW4685'SETTEGAST RANCH.  IT IS 34.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE
 AW4685'CENTERLINE OF ROAD, 6.4 FEET SOUTHEAST OF A FENCE CORNER, AND 3.2 FEET
 AW4685'WEST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET NORTH OF A 4X4-INCH
 AW4685'WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AW4685
 AW4685                          STATION RECOVERY (1990)
 AW4685
 AW4685'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4685'MARK NOT FOUND.
 AW4685
 AW4685                          STATION RECOVERY (1995)
 AW4685
 AW4685'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0441 ***********************************************************************
 BM0441  DESIGNATION -  J 806
 BM0441  PID         -  BM0441
 BM0441  STATE/COUNTY-  TX/BASTROP
 BM0441  USGS QUAD   -  BASTROP (1982)
 BM0441
 BM0441                         *CURRENT SURVEY CONTROL
 BM0441  ___________________________________________________________________
 BM0441* NAD 83(1986)-  30 02 39.     (N)    097 17 47.     (W)     SCALED    
 BM0441* NAVD 88     -       105.574  (meters)     346.37   (feet)  ADJUSTED  
 BM0441  ___________________________________________________________________
 BM0441  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BM0441  DYNAMIC HT  -         105.431 (meters)     345.90  (feet)  COMP
 BM0441  MODELED GRAV-     979,289.2   (mgal)                       NAVD 88
 BM0441
 BM0441  VERT ORDER  -  FIRST     CLASS I
 BM0441
 BM0441.The horizontal coordinates were scaled from a topographic map and have
 BM0441.an estimated accuracy of +/- 6 seconds.
 BM0441
 BM0441.The orthometric height was determined by differential leveling
 BM0441.and adjusted by the National Geodetic Survey in June 1991..
 BM0441.WARNING-Repeat measurements at this control monument indicate possible
 BM0441.vertical movement.
 BM0441
 BM0441.The geoid height was determined by GEOID03.
 BM0441
 BM0441.The dynamic height is computed by dividing the NAVD 88
 BM0441.geopotential number by the normal gravity value computed on the
 BM0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0441.degrees latitude (g = 980.6199 gals.).
 BM0441
 BM0441.The modeled gravity was interpolated from observed gravity values.
 BM0441
 BM0441;                    North         East    Units  Estimated Accuracy
 BM0441;SPC TX C     - 3,045,850.      992,860.      MT  (+/- 180 meters Scaled)
 BM0441
 BM0441                          SUPERSEDED SURVEY CONTROL
 BM0441
 BM0441  NGVD 29 (??/??/92)  105.523  (m)          346.20   (f) ADJ UNCH    1 1
 BM0441
 BM0441.Superseded values are not recommended for survey control.
 BM0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0441.See file dsdata.txt to determine how the superseded data were derived.
 BM0441
 BM0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU642249(NAD 83)
 BM0441_MARKER: DB = BENCH MARK DISK
 BM0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0441_STAMPING: J 806 1953
 BM0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0441+STABILITY: SURFACE MOTION
 BM0441
 BM0441  HISTORY     - Date     Condition        Report By
 BM0441  HISTORY     - 1953     MONUMENTED       CGS
 BM0441  HISTORY     - 1973     GOOD             NGS
 BM0441  HISTORY     - 1978     GOOD             NGS
 BM0441  HISTORY     - 20040516 MARK NOT FOUND   USPSQD
 BM0441
 BM0441                          STATION DESCRIPTION
 BM0441
 BM0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0441'5.0 MI SE FROM BASTROP.
 BM0441'ABOUT 5.0 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0441'RAILROAD FROM THE STATION AT BASTROP, 0.45 MILES SOUTHEAST OF A ROAD
 BM0441'CROSSING, 82.0 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM MILEPOST
 BM0441'959, 44.3 FEET SOUTHWEST OF THE SOUTHWEST TRACK, 14.0 FEET NORTHEAST
 BM0441'OF THE CENTER LINE OF A PRIVATE DIRT ROAD, 1.8 FEET NORTHEAST OF A
 BM0441'FENCE, 1.0 FEET SOUTHWEST OF A METAL WITNESS POST BELOW THE LEVEL OF
 BM0441'THE TRACK AND IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING 3-IN.
 BM0441
 BM0441                          STATION RECOVERY (1978)
 BM0441
 BM0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0441'RECOVERED IN GOOD CONDITION.
 BM0441
 BM0441                          STATION RECOVERY (2004)
 BM0441
 BM0441'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 BM0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4686 ***********************************************************************
 AW4686  DESIGNATION -  J 806 RESET 1947
 AW4686  PID         -  AW4686
 AW4686  STATE/COUNTY-  TX/FORT BEND
 AW4686  USGS QUAD   -  RICHMOND NE (1980)
 AW4686
 AW4686                         *CURRENT SURVEY CONTROL
 AW4686  ___________________________________________________________________
 AW4686* NAD 83(1986)-  29 39 26.     (N)    095 50 01.     (W)     SCALED    
 AW4686* NAVD 88     -        34.45   (+/-2cm)     113.0    (feet)  VERTCON   
 AW4686  ___________________________________________________________________
 AW4686  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW4686
 AW4686  VERT ORDER  -  THIRD (See Below)
 AW4686
 AW4686.The horizontal coordinates were scaled from a topographic map and have
 AW4686.an estimated accuracy of +/- 6 seconds.
 AW4686
 AW4686.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4686.The vertical order pertains to the NGVD 29 superseded value.
 AW4686
 AW4686.The geoid height was determined by GEOID03.
 AW4686
 AW4686;                    North         East    Units  Estimated Accuracy
 AW4686;SPC TXSC     - 4,206,290.      906,480.      MT  (+/- 180 meters Scaled)
 AW4686
 AW4686                          SUPERSEDED SURVEY CONTROL
 AW4686
 AW4686  NGVD 29 (01/29/03)   34.44   (m)          113.0    (f) RESET       3  
 AW4686
 AW4686.Superseded values are not recommended for survey control.
 AW4686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4686.See file dsdata.txt to determine how the superseded data were derived.
 AW4686
 AW4686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN257841(NAD 83)
 AW4686_MARKER: DB = BENCH MARK DISK
 AW4686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4686_STAMPING: J 806 RESET 1947
 AW4686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4686+STABILITY: SURFACE MOTION
 AW4686
 AW4686  HISTORY     - Date     Condition        Report By
 AW4686  HISTORY     - 1947     MONUMENTED       TXHD
 AW4686  HISTORY     - 1954     GOOD             USGS
 AW4686  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4686  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4686
 AW4686                          STATION DESCRIPTION
 AW4686
 AW4686'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AW4686'7.7 MI N FROM ROSENBERG.
 AW4686'0.3 MILE WEST ALONG U.S. HIGHWAY 59 FROM THE CITY HALL AT ROSENBERG,
 AW4686'FORT BEND COUNTY, THENCE 7.4 MILES NORTH ALONG FARM-TO-MARKET HIGHWAY
 AW4686'359.  0.7 MILE NORTH OF THE FORMER POST OFFICE AT FOSTER, 0.2 MILE
 AW4686'NORTH OF A SIDE ROAD LEADING EAST TO SETTEGAST RANCH, 39.5 FEET EAST
 AW4686'OF THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT WEST OF THE RIGHT-OF-WAY
 AW4686'FENCE, 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 AW4686'HIGHER THAN THE HIGHWAY.  NOTE-- BELIEVED DESTROYED BY DITCH GRADING.
 AW4686
 AW4686                          STATION RECOVERY (1973)
 AW4686
 AW4686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4686'MARK NOT FOUND.
 AW4686
 AW4686                          STATION RECOVERY (1990)
 AW4686
 AW4686'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0151 ***********************************************************************
 AY0151  DESIGNATION -  J 807
 AY0151  PID         -  AY0151
 AY0151  STATE/COUNTY-  TX/GUADALUPE
 AY0151  USGS QUAD   -  MC QUEENEY (1994)
 AY0151
 AY0151                         *CURRENT SURVEY CONTROL
 AY0151  ___________________________________________________________________
 AY0151* NAD 83(1986)-  29 33 43.     (N)    098 00 45.     (W)     SCALED    
 AY0151* NAVD 88     -       160.39   (+/-2cm)     526.2    (feet)  VERTCON   
 AY0151  ___________________________________________________________________
 AY0151  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AY0151
 AY0151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0151
 AY0151.The horizontal coordinates were scaled from a topographic map and have
 AY0151.an estimated accuracy of +/- 6 seconds.
 AY0151
 AY0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0151.The vertical order pertains to the NGVD 29 superseded value.
 AY0151
 AY0151.The geoid height was determined by GEOID03.
 AY0151
 AY0151;                    North         East    Units  Estimated Accuracy
 AY0151;SPC TXSC     - 4,191,980.      695,680.      MT  (+/- 180 meters Scaled)
 AY0151
 AY0151                          SUPERSEDED SURVEY CONTROL
 AY0151
 AY0151  NGVD 29 (??/??/92)  160.308  (m)          525.94   (f) ADJ UNCH    2 0
 AY0151
 AY0151.Superseded values are not recommended for survey control.
 AY0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0151.See file dsdata.txt to determine how the superseded data were derived.
 AY0151
 AY0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT956706(NAD 83)
 AY0151_MARKER: DB = BENCH MARK DISK
 AY0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0151_SP_SET: ABUTMENT
 AY0151_STAMPING: J 807 1943
 AY0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0151
 AY0151  HISTORY     - Date     Condition        Report By
 AY0151  HISTORY     - 1943     MONUMENTED       CGS
 AY0151  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0151  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0151  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AY0151
 AY0151                          STATION DESCRIPTION
 AY0151
 AY0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0151'3.25 MI W FROM SEGUIN.
 AY0151'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 90 AND STATE
 AY0151'HIGHWAY NO. 123 AT SEGUIN-- PROCEED 3.25 MILES WESTERLY ALONG U.S.
 AY0151'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY
 AY0151'IN THE NORTH END OF THE WEST ABUTMENT OF A LARGE CONCRETE BRIDGE OVER
 AY0151'GUADALUPE RIVER, 15.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AY0151'THE CENTERLINE OF HIGHWAY.
 AY0151
 AY0151                          STATION RECOVERY (1989)
 AY0151
 AY0151'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0151'MARK NOT FOUND.
 AY0151
 AY0151                          STATION RECOVERY (1993)
 AY0151
 AY0151'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0151'MARK NOT FOUND.
 AY0151
 AY0151                          STATION RECOVERY (2004)
 AY0151
 AY0151'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AY0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2158 ***********************************************************************
 AY2158  DESIGNATION -  J 807 RESET
 AY2158  PID         -  AY2158
 AY2158  STATE/COUNTY-  TX/GUADALUPE
 AY2158  USGS QUAD   -  MC QUEENEY (1994)
 AY2158
 AY2158                         *CURRENT SURVEY CONTROL
 AY2158  ___________________________________________________________________
 AY2158* NAD 83(1986)-  29 33 43.     (N)    098 00 45.     (W)     SCALED    
 AY2158* NAVD 88     -       160.31   (+/-2cm)     526.0    (feet)  VERTCON   
 AY2158  ___________________________________________________________________
 AY2158  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AY2158
 AY2158  VERT ORDER  -  THIRD (See Below)
 AY2158
 AY2158.The horizontal coordinates were scaled from a topographic map and have
 AY2158.an estimated accuracy of +/- 6 seconds.
 AY2158
 AY2158.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2158.The vertical order pertains to the NGVD 29 superseded value.
 AY2158
 AY2158.The geoid height was determined by GEOID03.
 AY2158
 AY2158;                    North         East    Units  Estimated Accuracy
 AY2158;SPC TXSC     - 4,191,980.      695,680.      MT  (+/- 180 meters Scaled)
 AY2158
 AY2158                          SUPERSEDED SURVEY CONTROL
 AY2158
 AY2158  NGVD 29 (01/29/03)  160.23   (m)          525.7    (f) RESET       3  
 AY2158
 AY2158.Superseded values are not recommended for survey control.
 AY2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2158.See file dsdata.txt to determine how the superseded data were derived.
 AY2158
 AY2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT956706(NAD 83)
 AY2158_MARKER: DV = VERTICAL CONTROL DISK
 AY2158_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY2158_SP_SET: ABUTMENT
 AY2158_STAMPING: J 807 RESET 1978
 AY2158_MARK LOGO: NGS   
 AY2158_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY2158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2158+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AY2158
 AY2158  HISTORY     - Date     Condition        Report By
 AY2158  HISTORY     - 1978     MONUMENTED       TXHD
 AY2158  HISTORY     - 19930808 GOOD             USPSQD
 AY2158  HISTORY     - 19990925 GOOD             USPSQD
 AY2158  HISTORY     - 20030517 GOOD             USPSQD
 AY2158  HISTORY     - 20041027 GOOD             USPSQD
 AY2158  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AY2158
 AY2158                          STATION DESCRIPTION
 AY2158
 AY2158'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1978
 AY2158'FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 123 IN
 AY2158'SEQUIN, PROCEED 3.25 MILES WESTERLY ALONG U.S. HIGHWAY 90 TO SIDE OF
 AY2158'BENCH MARK, IN THE NORTH END OF THE WEST ABUTMENT OF A LARGE CONCRETE
 AY2158'BRIDGE OVER GUADALUPE RIVER, AND 29.0 FEET NORTH OF HIGHWAY.
 AY2158
 AY2158                          STATION RECOVERY (1993)
 AY2158
 AY2158'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY2158'RECOVERED IN GOOD CONDITION.
 AY2158
 AY2158                          STATION RECOVERY (1999)
 AY2158
 AY2158'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY2158'RECOVERED IN GOOD CONDITION.
 AY2158
 AY2158                          STATION RECOVERY (2003)
 AY2158
 AY2158'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AY2158'WAAS DGPS (GARMIN 76, 3D DIFFERENTIAL, 5 SATELLITES) READING OVER MARK
 AY2158'- 29 33 43.2 (N) - 098 00 46.3 (W)
 AY2158
 AY2158                          STATION RECOVERY (2004)
 AY2158
 AY2158'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AY2158'RECOVERED IN GOOD CONDITION.
 AY2158
 AY2158                          STATION RECOVERY (2005)
 AY2158
 AY2158'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AY2158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0553 ***********************************************************************
 AY0553  DESIGNATION -  J 808
 AY0553  PID         -  AY0553
 AY0553  STATE/COUNTY-  TX/WILSON
 AY0553  USGS QUAD   -  LA VERNIA (1962)
 AY0553
 AY0553                         *CURRENT SURVEY CONTROL
 AY0553  ___________________________________________________________________
 AY0553* NAD 83(1986)-  29 20 32.     (N)    098 05 23.     (W)     SCALED    
 AY0553* NAVD 88     -       142.62   (+/-2cm)     467.9    (feet)  VERTCON   
 AY0553  ___________________________________________________________________
 AY0553  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AY0553
 AY0553  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0553
 AY0553.The horizontal coordinates were scaled from a topographic map and have
 AY0553.an estimated accuracy of +/- 6 seconds.
 AY0553
 AY0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0553.The vertical order pertains to the NGVD 29 superseded value.
 AY0553
 AY0553.The geoid height was determined by GEOID03.
 AY0553
 AY0553;                    North         East    Units  Estimated Accuracy
 AY0553;SPC TXSC     - 4,167,570.      688,390.      MT  (+/- 180 meters Scaled)
 AY0553
 AY0553                          SUPERSEDED SURVEY CONTROL
 AY0553
 AY0553  NGVD 29 (??/??/92)  142.55   (m)          467.7    (f) COMPUTED    2 0
 AY0553
 AY0553.Superseded values are not recommended for survey control.
 AY0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0553.See file dsdata.txt to determine how the superseded data were derived.
 AY0553
 AY0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT883462(NAD 83)
 AY0553_MARKER: DB = BENCH MARK DISK
 AY0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0553_STAMPING: J 808 1943
 AY0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0553+STABILITY: SURFACE MOTION
 AY0553
 AY0553  HISTORY     - Date     Condition        Report By
 AY0553  HISTORY     - 1943     MONUMENTED       CGS
 AY0553  HISTORY     - 19960210 POOR             USPSQD
 AY0553
 AY0553                          STATION DESCRIPTION
 AY0553
 AY0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0553'1.3 MI SE FROM LAVERNIA.
 AY0553'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT LAVERNIA--
 AY0553'PROCEED 1.3 MILES SOUTHEASTERLY ALONG THE RAILROAD TO SITE OF BENCH
 AY0553'MARK.  BENCH MARK IS ABOUT 0.3 MILE NORTHWEST OF A ROAD CROSSING, AND
 AY0553'ABOUT 0.25 MILE SOUTHEAST OF MILEPOST 114.  IT IS 45.0 FEET NORTHEAST
 AY0553'OF AND ABOUT 5.5 FEET BELOW THE NORTHEAST RAIL OF TRACK, 24.0 FEET
 AY0553'SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD PARALLELING THE RAILROAD,
 AY0553'6.0 FEET NORTHWEST OF A TELEPHONE POLE, AND 3.0 FEET SOUTHEAST OF A
 AY0553'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AY0553
 AY0553                          STATION RECOVERY (1996)
 AY0553
 AY0553'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0553'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0120 ***********************************************************************
 BN0120  DESIGNATION -  J 81
 BN0120  PID         -  BN0120
 BN0120  STATE/COUNTY-  TX/GILLESPIE
 BN0120  USGS QUAD   -  CHERRY MOUNTAIN (1967)
 BN0120
 BN0120                         *CURRENT SURVEY CONTROL
 BN0120  ___________________________________________________________________
 BN0120* NAD 83(1986)-  30 23 06.     (N)    098 57 16.     (W)     SCALED    
 BN0120* NAVD 88     -       642.727  (meters)    2108.68   (feet)  ADJUSTED  
 BN0120  ___________________________________________________________________
 BN0120  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BN0120  DYNAMIC HT  -         641.817 (meters)    2105.69  (feet)  COMP
 BN0120  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 BN0120
 BN0120  VERT ORDER  -  FIRST     CLASS II
 BN0120
 BN0120.The horizontal coordinates were scaled from a topographic map and have
 BN0120.an estimated accuracy of +/- 6 seconds.
 BN0120
 BN0120.The orthometric height was determined by differential leveling
 BN0120.and adjusted by the National Geodetic Survey in June 1991..
 BN0120
 BN0120.The geoid height was determined by GEOID03.
 BN0120
 BN0120.The dynamic height is computed by dividing the NAVD 88
 BN0120.geopotential number by the normal gravity value computed on the
 BN0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0120.degrees latitude (g = 980.6199 gals.).
 BN0120
 BN0120.The modeled gravity was interpolated from observed gravity values.
 BN0120
 BN0120;                    North         East    Units  Estimated Accuracy
 BN0120;SPC TX C     - 3,080,450.      832,520.      MT  (+/- 180 meters Scaled)
 BN0120
 BN0120                          SUPERSEDED SURVEY CONTROL
 BN0120
 BN0120  NGVD 29 (??/??/92)  642.666  (m)         2108.48   (f) ADJ UNCH    1 2
 BN0120
 BN0120.Superseded values are not recommended for survey control.
 BN0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0120.See file dsdata.txt to determine how the superseded data were derived.
 BN0120
 BN0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU043614(NAD 83)
 BN0120_MARKER: DB = BENCH MARK DISK
 BN0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0120_STAMPING: J 81 1931
 BN0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0120+STABILITY: SURFACE MOTION
 BN0120
 BN0120  HISTORY     - Date     Condition        Report By
 BN0120  HISTORY     - 1931     MONUMENTED       CGS
 BN0120  HISTORY     - 1967     GOOD             USGS
 BN0120  HISTORY     - 1982     MARK NOT FOUND   NGS
 BN0120  HISTORY     - 19930728 MARK NOT FOUND   USPSQD
 BN0120  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0120
 BN0120                          STATION DESCRIPTION
 BN0120
 BN0120'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BN0120'9.4 MI NW FROM FREDERICKSBURG.
 BN0120'9.4 MILES NORTHWEST OF FREDERICKSBURG, GILLESPIE COUNTY ALONG U.S.
 BN0120'HIGHWAY 87,05 MILES NW OF JUNCTION WITH FM 2323, 510 FEET EAST OF
 BN0120'CENTER LINE OF HIGHWAY AT ENTRANCE ROAD WEST, 43 FEET NORTHEAST OF
 BN0120'CENTER LINE OF OLD HIGHWAY, 53 FEET SOUTHEAST OF FENCE CORNER AND 10
 BN0120'FEET NORTHEAST OF FENCE.  A STANDARD DISK STAMPED J 81 1931 AND SET IN
 BN0120'THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE GROUND.
 BN0120
 BN0120                          STATION RECOVERY (1982)
 BN0120
 BN0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0120'NOT RECOVERED, NOT SEARCHED FOR, INACCESSIBLE.
 BN0120
 BN0120                          STATION RECOVERY (1993)
 BN0120
 BN0120'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0120'MARK NOT FOUND.
 BN0120
 BN0120                          STATION RECOVERY (1996)
 BN0120
 BN0120'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4274 ***********************************************************************
 AW4274  DESIGNATION -  J 810
 AW4274  PID         -  AW4274
 AW4274  STATE/COUNTY-  TX/FORT BEND
 AW4274  USGS QUAD   -  GUY (1980)
 AW4274
 AW4274                         *CURRENT SURVEY CONTROL
 AW4274  ___________________________________________________________________
 AW4274* NAD 83(1986)-  29 22 24.     (N)    095 51 56.     (W)     SCALED    
 AW4274* NAVD 88     -        24.55   (+/-2cm)      80.5    (feet)  VERTCON   
 AW4274  ___________________________________________________________________
 AW4274  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4274
 AW4274  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4274
 AW4274.The horizontal coordinates were scaled from a topographic map and have
 AW4274.an estimated accuracy of +/- 6 seconds.
 AW4274
 AW4274.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4274.The vertical order pertains to the NGVD 29 superseded value.
 AW4274
 AW4274.The geoid height was determined by GEOID03.
 AW4274
 AW4274;                    North         East    Units  Estimated Accuracy
 AW4274;SPC TXSC     - 4,174,750.      904,240.      MT  (+/- 180 meters Scaled)
 AW4274
 AW4274                          SUPERSEDED SURVEY CONTROL
 AW4274
 AW4274  NGVD 29 (??/??/92)   24.550  (m)           80.54   (f) ADJ UNCH    2 0
 AW4274
 AW4274.Superseded values are not recommended for survey control.
 AW4274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4274.See file dsdata.txt to determine how the superseded data were derived.
 AW4274
 AW4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN218527(NAD 83)
 AW4274_MARKER: DB = BENCH MARK DISK
 AW4274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4274_STAMPING: J 810 1943
 AW4274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4274+STABILITY: SURFACE MOTION
 AW4274
 AW4274  HISTORY     - Date     Condition        Report By
 AW4274  HISTORY     - 1943     MONUMENTED       CGS
 AW4274  HISTORY     - 19980208 MARK NOT FOUND   USPSQD
 AW4274
 AW4274                          STATION DESCRIPTION
 AW4274
 AW4274'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4274'2.4 MI SW FROM NEEDVILLE.
 AW4274'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 2.4 MILES
 AW4274'SOUTHWESTERLY ALONG A DIRT ROAD TO A T FENCE ON THE SOUTHEAST SIDE OF
 AW4274'THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 69.0 YARDS NORTHEAST
 AW4274'OF THE CENTERLINE OF A PRIVATE ROAD LEADING TO A FARM HOUSE.  IT IS
 AW4274'52.5 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AW4274'ROAD, 3.3 FEET SOUTHWEST OF A T FENCE CORNER POST, 1.0 FOOT SOUTHEAST
 AW4274'OF THE SOUTHEAST RIGHT-OF-WAY FENCE.  MONUMENT IS 2.2 FEET NORTHEAST
 AW4274'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE
 AW4274'GROUND, AND SET IN A CONCRETE POST.
 AW4274
 AW4274                          STATION RECOVERY (1998)
 AW4274
 AW4274'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4218 ***********************************************************************
 AW4218  DESIGNATION -  J 811
 AW4218  PID         -  AW4218
 AW4218  STATE/COUNTY-  TX/FORT BEND
 AW4218  USGS QUAD   -  GUY (1980)
 AW4218
 AW4218                         *CURRENT SURVEY CONTROL
 AW4218  ___________________________________________________________________
 AW4218* NAD 83(1986)-  29 21 11.     (N)    095 46 22.     (W)     SCALED    
 AW4218* NAVD 88     -        23.951  (meters)      78.58   (feet)  ADJUSTED  
 AW4218  ___________________________________________________________________
 AW4218  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW4218  DYNAMIC HT  -          23.917 (meters)      78.47  (feet)  COMP
 AW4218  MODELED GRAV-     979,250.9   (mgal)                       NAVD 88
 AW4218
 AW4218  VERT ORDER  -  FIRST     CLASS II
 AW4218
 AW4218.The horizontal coordinates were scaled from a topographic map and have
 AW4218.an estimated accuracy of +/- 6 seconds.
 AW4218
 AW4218.The orthometric height was determined by differential leveling
 AW4218.and adjusted by the National Geodetic Survey in June 1991..
 AW4218
 AW4218.The geoid height was determined by GEOID03.
 AW4218
 AW4218.The dynamic height is computed by dividing the NAVD 88
 AW4218.geopotential number by the normal gravity value computed on the
 AW4218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4218.degrees latitude (g = 980.6199 gals.).
 AW4218
 AW4218.The modeled gravity was interpolated from observed gravity values.
 AW4218
 AW4218;                    North         East    Units  Estimated Accuracy
 AW4218;SPC TXSC     - 4,172,750.      913,300.      MT  (+/- 180 meters Scaled)
 AW4218
 AW4218                          SUPERSEDED SURVEY CONTROL
 AW4218
 AW4218  NGVD 29 (12/23/87)   23.947  (m)           78.57   (f) ADJUSTED    1 2
 AW4218
 AW4218.Superseded values are not recommended for survey control.
 AW4218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4218.See file dsdata.txt to determine how the superseded data were derived.
 AW4218
 AW4218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN308502(NAD 83)
 AW4218_MARKER: DB = BENCH MARK DISK
 AW4218_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4218_SP_SET: CULVERT HEADWALL
 AW4218_STAMPING: J 811 1943
 AW4218_MARK LOGO: CGS   
 AW4218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4218+STABILITY: SURFACE MOTION
 AW4218
 AW4218  HISTORY     - Date     Condition        Report By
 AW4218  HISTORY     - 1943     MONUMENTED       CGS
 AW4218  HISTORY     - 1973     GOOD             NGS
 AW4218  HISTORY     - 1986     GOOD             NGS
 AW4218  HISTORY     - 1988     GOOD             USPSQD
 AW4218  HISTORY     - 1989     GOOD             USPSQD
 AW4218  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW4218  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4218
 AW4218                          STATION DESCRIPTION
 AW4218
 AW4218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4218'0.35 MI NE FROM GUY.
 AW4218'0.35 MILE NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4218'HIGHWAY 36 AT GUY, AT THE CROSSING OF MOUND CREEK, IN THE TOP AND 1.0
 AW4218'FOOT NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL
 AW4218'OF 6 CONCRETE BOX CULVERTS, 15 FEET NORTHWEST OF THE CENTER LINE OF
 AW4218'THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AW4218
 AW4218                          STATION RECOVERY (1986)
 AW4218
 AW4218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4218'RECOVERED IN GOOD CONDITION.
 AW4218
 AW4218                          STATION RECOVERY (1988)
 AW4218
 AW4218'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4218'RECOVERED IN GOOD CONDITION.
 AW4218
 AW4218                          STATION RECOVERY (1989)
 AW4218
 AW4218'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4218'RECOVERED IN GOOD CONDITION.
 AW4218
 AW4218                          STATION RECOVERY (1998)
 AW4218
 AW4218'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4218'MARK NOT FOUND.
 AW4218
 AW4218                          STATION RECOVERY (1999)
 AW4218
 AW4218'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0412 ***********************************************************************
 AX0412  DESIGNATION -  J 813
 AX0412  PID         -  AX0412
 AX0412  STATE/COUNTY-  TX/WHARTON
 AX0412  USGS QUAD   -  HUNGERFORD (1980)
 AX0412
 AX0412                         *CURRENT SURVEY CONTROL
 AX0412  ___________________________________________________________________
 AX0412* NAD 83(1986)-  29 28 05.     (N)    096 04 25.     (W)     SCALED    
 AX0412* NAVD 88     -        35.49   (+/-2cm)     116.4    (feet)  VERTCON   
 AX0412  ___________________________________________________________________
 AX0412  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0412
 AX0412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0412
 AX0412.The horizontal coordinates were scaled from a topographic map and have
 AX0412.an estimated accuracy of +/- 6 seconds.
 AX0412
 AX0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0412.The vertical order pertains to the NGVD 29 superseded value.
 AX0412
 AX0412.The geoid height was determined by GEOID03.
 AX0412
 AX0412;                    North         East    Units  Estimated Accuracy
 AX0412;SPC TXSC     - 4,184,720.      883,780.      MT  (+/- 180 meters Scaled)
 AX0412
 AX0412                          SUPERSEDED SURVEY CONTROL
 AX0412
 AX0412  NGVD 29 (??/??/92)   35.484  (m)          116.42   (f) ADJ UNCH    2 0
 AX0412
 AX0412.Superseded values are not recommended for survey control.
 AX0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0412.See file dsdata.txt to determine how the superseded data were derived.
 AX0412
 AX0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT838634(NAD 83)
 AX0412_MARKER: DB = BENCH MARK DISK
 AX0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0412_SP_SET: CULVERT
 AX0412_STAMPING: J 813 1943
 AX0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0412
 AX0412  HISTORY     - Date     Condition        Report By
 AX0412  HISTORY     - 1943     MONUMENTED       CGS
 AX0412  HISTORY     - 20060415 MARK NOT FOUND   GEOCAC
 AX0412
 AX0412                          STATION DESCRIPTION
 AX0412
 AX0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0412'4.6 MI S FROM EAST BERNARD.
 AX0412'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90-A STATE HIGHWAY NO.60
 AX0412'AT EAST BERNARD, PROCEED 4.6 MILES SOUTHERLY ALONG STATE HIGHWAY NO.60
 AX0412'TO THE INTERSECTION OF A DIRT CROSS ROAD AND SITE OF BENCH MARK. BENCH
 AX0412'MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST
 AX0412'HEADWALL OF A 3X5 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY. IT IS
 AX0412'38.0 FEET NORTH OF THE CENTERLINE OF A DIRT CROSS ROAD, 14.4 FEET WEST
 AX0412'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX0412
 AX0412                          STATION RECOVERY (2006)
 AX0412
 AX0412'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AX0412'CULVERT UNDER HWY. 60 REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0405 ***********************************************************************
 AX0405  DESIGNATION -  J 814
 AX0405  PID         -  AX0405
 AX0405  STATE/COUNTY-  TX/WHARTON
 AX0405  USGS QUAD   -  EGYPT (1980)
 AX0405
 AX0405                         *CURRENT SURVEY CONTROL
 AX0405  ___________________________________________________________________
 AX0405* NAD 83(1986)-  29 23 55.     (N)    096 08 09.     (W)     SCALED    
 AX0405* NAVD 88     -        35.66   (+/-2cm)     117.0    (feet)  VERTCON   
 AX0405  ___________________________________________________________________
 AX0405  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0405
 AX0405  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0405
 AX0405.The horizontal coordinates were scaled from a topographic map and have
 AX0405.an estimated accuracy of +/- 6 seconds.
 AX0405
 AX0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0405.The vertical order pertains to the NGVD 29 superseded value.
 AX0405
 AX0405.The geoid height was determined by GEOID03.
 AX0405
 AX0405;                    North         East    Units  Estimated Accuracy
 AX0405;SPC TXSC     - 4,176,880.      877,940.      MT  (+/- 180 meters Scaled)
 AX0405
 AX0405                          SUPERSEDED SURVEY CONTROL
 AX0405
 AX0405  NGVD 29 (??/??/92)   35.664  (m)          117.01   (f) ADJ UNCH    2 0
 AX0405
 AX0405.Superseded values are not recommended for survey control.
 AX0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0405.See file dsdata.txt to determine how the superseded data were derived.
 AX0405
 AX0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT779555(NAD 83)
 AX0405_MARKER: DB = BENCH MARK DISK
 AX0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0405_STAMPING: J 814 1943
 AX0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0405+STABILITY: SURFACE MOTION
 AX0405
 AX0405  HISTORY     - Date     Condition        Report By
 AX0405  HISTORY     - 1943     MONUMENTED       CGS
 AX0405
 AX0405                          STATION DESCRIPTION
 AX0405
 AX0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0405'7.0 MI E FROM EGYPT.
 AX0405'TO REACH FROM THE POST OFFICE AT EGYPT, PROCEED 7.0 MILES EASTERLY
 AX0405'ALONG THE EGYPT - HUNGERFORD ROAD TO THE INTERSECTION OF A GRAVEL ROAD
 AX0405'LEADING NORTH AND SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE WEST OF
 AX0405'THE MOUNT ENTERPRISE SCHOOL.  IT IS 40.0 FEET SOUTH OF AND ABOUT 1.0
 AX0405'FOOT BELOW THE CENTERLINE OF THE EGYPT - HUNGERFORD ROAD AT THE
 AX0405'INTERSECTION, 9.6 FEET WEST OF A FENCE CORNER POST, 0.8 FOOT SOUTH OF
 AX0405'THE SOUTH RIGHT-OF-WAY FENCE.  MONUMENT IS 2.9 FEET EAST OF A 4X4 INCH
 AX0405'WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0163 ***********************************************************************
 AX0163  DESIGNATION -  J 815 RESET 1954
 AX0163  PID         -  AX0163
 AX0163  STATE/COUNTY-  TX/COLORADO
 AX0163  USGS QUAD   -  BERNARDO (1981)
 AX0163
 AX0163                         *CURRENT SURVEY CONTROL
 AX0163  ___________________________________________________________________
 AX0163* NAD 83(1986)-  29 46 21.     (N)    096 22 46.     (W)     SCALED    
 AX0163* NAVD 88     -        83.40   (+/-2cm)     273.6    (feet)  VERTCON   
 AX0163  ___________________________________________________________________
 AX0163  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0163
 AX0163  VERT ORDER  -  THIRD (See Below)
 AX0163
 AX0163.The horizontal coordinates were scaled from a topographic map and have
 AX0163.an estimated accuracy of +/- 6 seconds.
 AX0163
 AX0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0163.The vertical order pertains to the NGVD 29 superseded value.
 AX0163
 AX0163.The geoid height was determined by GEOID03.
 AX0163
 AX0163;                    North         East    Units  Estimated Accuracy
 AX0163;SPC TXSC     - 4,217,750.      853,370.      MT  (+/- 180 meters Scaled)
 AX0163
 AX0163                          SUPERSEDED SURVEY CONTROL
 AX0163
 AX0163  NGVD 29 (??/??/??)   83.38   (m)          273.6    (f) RESET       3  
 AX0163
 AX0163.Superseded values are not recommended for survey control.
 AX0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0163.See file dsdata.txt to determine how the superseded data were derived.
 AX0163
 AX0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT533964(NAD 83)
 AX0163_MARKER: DB = BENCH MARK DISK
 AX0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0163_STAMPING: J 815 RESET 1954
 AX0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0163+STABILITY: SURFACE MOTION
 AX0163
 AX0163  HISTORY     - Date     Condition        Report By
 AX0163  HISTORY     - 1954     MONUMENTED       TXHD
 AX0163  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0163
 AX0163                          STATION DESCRIPTION
 AX0163
 AX0163'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AX0163'1.2 MI NE FROM BERNARDO.
 AX0163'1.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE FOUR CORNERS AT
 AX0163'BERNARDO, ABOUT 1/4 MILE SOUTHWEST OF A STEEL BRIDGE OVER LITTLE
 AX0163'BERNARD RIVER, AT THE TOP OF A HILL, 39 FEET NORTHWEST OF THE
 AX0163'CENTERLINE OF THE ROAD, AND 1 FOOT NORTHWEST OF THE NORTHWEST
 AX0163'RIGHT-OF-WAY FENCE.  A STANDARD DISK, SET IN A CONCRETE POST.
 AX0163
 AX0163                          STATION RECOVERY (1991)
 AX0163
 AX0163'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0153 ***********************************************************************
 AX0153  DESIGNATION -  J 816
 AX0153  PID         -  AX0153
 AX0153  STATE/COUNTY-  TX/AUSTIN
 AX0153  USGS QUAD   -  REXVILLE (1981)
 AX0153
 AX0153                         *CURRENT SURVEY CONTROL
 AX0153  ___________________________________________________________________
 AX0153* NAD 83(1986)-  29 44 44.     (N)    096 11 55.     (W)     SCALED    
 AX0153* NAVD 88     -        58.68   (+/-2cm)     192.5    (feet)  VERTCON   
 AX0153  ___________________________________________________________________
 AX0153  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0153
 AX0153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0153
 AX0153.The horizontal coordinates were scaled from a topographic map and have
 AX0153.an estimated accuracy of +/- 6 seconds.
 AX0153
 AX0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0153.The vertical order pertains to the NGVD 29 superseded value.
 AX0153
 AX0153.The geoid height was determined by GEOID03.
 AX0153
 AX0153;                    North         East    Units  Estimated Accuracy
 AX0153;SPC TXSC     - 4,215,170.      870,930.      MT  (+/- 180 meters Scaled)
 AX0153
 AX0153                          SUPERSEDED SURVEY CONTROL
 AX0153
 AX0153  NGVD 29 (??/??/92)   58.659  (m)          192.45   (f) ADJ UNCH    2 0
 AX0153
 AX0153.Superseded values are not recommended for survey control.
 AX0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0153.See file dsdata.txt to determine how the superseded data were derived.
 AX0153
 AX0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT709938(NAD 83)
 AX0153_MARKER: DB = BENCH MARK DISK
 AX0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0153_STAMPING: J 816 1943
 AX0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0153+STABILITY: SURFACE MOTION
 AX0153
 AX0153  HISTORY     - Date     Condition        Report By
 AX0153  HISTORY     - 1943     MONUMENTED       CGS
 AX0153  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0153
 AX0153                          STATION DESCRIPTION
 AX0153
 AX0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0153'4 0 MI SW FROM SEALY.
 AX0153'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD FREIGHT STATION
 AX0153'AT SEARLY, PROCEED 40 MILES SOUTHWESTERLY ALONG THE TRACK TO MILE
 AX0153'POST NO. 4 AND SITE OF BENCH MARK.  BENCH MARK IS 99.0 FEET SOUTHEAST
 AX0153'OF AND ACROSS THE TRACK FROM MILE POST NO. 4 . IT IS 51.5 FEET
 AX0153'SOUTHEAST OF AND ABOUT 4.0 FEET BELOW THE CENTERLINE OF THE TRACK, 0.7
 AX0153'FOOT SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE. MONUMENT IS 2.3
 AX0153'FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2
 AX0153'FOOT ABOVE THE GROUND.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 AX0153'POST.
 AX0153
 AX0153                          STATION RECOVERY (1999)
 AX0153
 AX0153'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1185 ***********************************************************************
 AX1185  DESIGNATION -  J 817
 AX1185  PID         -  AX1185
 AX1185  STATE/COUNTY-  TX/COLORADO
 AX1185  USGS QUAD   -  COLUMBUS (1981)
 AX1185
 AX1185                         *CURRENT SURVEY CONTROL
 AX1185  ___________________________________________________________________
 AX1185* NAD 83(1986)-  29 44 16.     (N)    096 33 16.     (W)     SCALED    
 AX1185* NAVD 88     -        64.17   (+/-2cm)     210.5    (feet)  VERTCON   
 AX1185  ___________________________________________________________________
 AX1185  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX1185
 AX1185  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1185
 AX1185.The horizontal coordinates were scaled from a topographic map and have
 AX1185.an estimated accuracy of +/- 6 seconds.
 AX1185
 AX1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1185.The vertical order pertains to the NGVD 29 superseded value.
 AX1185
 AX1185.The geoid height was determined by GEOID03.
 AX1185
 AX1185;                    North         East    Units  Estimated Accuracy
 AX1185;SPC TXSC     - 4,213,540.      836,540.      MT  (+/- 180 meters Scaled)
 AX1185
 AX1185                          SUPERSEDED SURVEY CONTROL
 AX1185
 AX1185  NGVD 29 (??/??/92)   64.152  (m)          210.47   (f) ADJ UNCH    2 0
 AX1185
 AX1185.Superseded values are not recommended for survey control.
 AX1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1185.See file dsdata.txt to determine how the superseded data were derived.
 AX1185
 AX1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT365922(NAD 83)
 AX1185_MARKER: DB = BENCH MARK DISK
 AX1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1185_STAMPING: J 817 1943
 AX1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1185+STABILITY: SURFACE MOTION
 AX1185
 AX1185  HISTORY     - Date     Condition        Report By
 AX1185  HISTORY     - 1943     MONUMENTED       CGS
 AX1185  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1185  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1185
 AX1185                          STATION DESCRIPTION
 AX1185
 AX1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1185'2.4 MI N FROM COLUMBUS.
 AX1185'TO REACH FROM THE CROSSING OF U. S. HIGHWAY NO. 90 AND STATE HIGHWAY
 AX1185'NO. 71 AT COLUMBUS, PROCEED 1.0 MILE NORTHWESTERLY ALONG STATE HIGHWAY
 AX1185'NO. 71 TO THE INTERSECTION OF A PAVED ROAD LEADING NORTH TO FRELSBURG,
 AX1185'THENCE 1.4 MILE NORTHERLY ALONG A PAVED ROAD TO SITE OF BENCH MARK.
 AX1185'BENCH MARK IS 45.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1185'CENTERLINE OF THE ROAD.  IT IS 44.0 FEET SOUTH OF R.E.A. CO-OP POLE
 AX1185'NO. A-209, 29.5 FEET NORTH OF THE CENTERLINE OF A PRIVATE ROAD LEADING
 AX1185'EAST TO A FARM HOUSE, 0.4 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE AND
 AX1185'2.7 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AX1185'PROJECTS 0.2 FOOT.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 AX1185
 AX1185                          STATION RECOVERY (1987)
 AX1185
 AX1185'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBB)
 AX1185'MARK NOT FOUND.
 AX1185
 AX1185                          STATION RECOVERY (2004)
 AX1185
 AX1185'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1068 ***********************************************************************
 AX1068  DESIGNATION -  J 818
 AX1068  PID         -  AX1068
 AX1068  STATE/COUNTY-  TX/FAYETTE
 AX1068  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1068
 AX1068                         *CURRENT SURVEY CONTROL
 AX1068  ___________________________________________________________________
 AX1068* NAD 83(1986)-  29 53 05.     (N)    096 40 18.     (W)     SCALED    
 AX1068* NAVD 88     -       120.82   (+/-2cm)     396.4    (feet)  VERTCON   
 AX1068  ___________________________________________________________________
 AX1068  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1068
 AX1068  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1068
 AX1068.The horizontal coordinates were scaled from a topographic map and have
 AX1068.an estimated accuracy of +/- 6 seconds.
 AX1068
 AX1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1068.The vertical order pertains to the NGVD 29 superseded value.
 AX1068
 AX1068.The geoid height was determined by GEOID03.
 AX1068
 AX1068;                    North         East    Units  Estimated Accuracy
 AX1068;SPC TXSC     - 4,229,590.      824,880.      MT  (+/- 180 meters Scaled)
 AX1068
 AX1068                          SUPERSEDED SURVEY CONTROL
 AX1068
 AX1068  NGVD 29 (??/??/92)  120.78   (m)          396.3    (f) COMPUTED    2 0
 AX1068
 AX1068.Superseded values are not recommended for survey control.
 AX1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1068.See file dsdata.txt to determine how the superseded data were derived.
 AX1068
 AX1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU248082(NAD 83)
 AX1068_MARKER: DB = BENCH MARK DISK
 AX1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1068_STAMPING: J 818 1943
 AX1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1068+STABILITY: SURFACE MOTION
 AX1068
 AX1068  HISTORY     - Date     Condition        Report By
 AX1068  HISTORY     - 1943     MONUMENTED       CGS
 AX1068  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1068
 AX1068                          STATION DESCRIPTION
 AX1068
 AX1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1068'4.7 MI N FROM ELLINGER.
 AX1068'3.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 AX1068'ELLINGER, FAYETTE COUNTY, THENCE 0.8 MILE NORTHWEST ALONG ANOTHER
 AX1068'GRAVEL ROAD.  1.9 MILES SOUTHEAST OF FAYETTEVILLE, ABOUT 132 YARDS
 AX1068'NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTHWEST PAST A
 AX1068'SMALL CHURCH AND CEMETERY, 30.5 FEET SOUTHWEST OF THE CENTERLINE OF
 AX1068'THE MAIN ROAD, 2.5 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE,
 AX1068'3.2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AX1068'ROAD.  A STANDARD DISK, STAMPED J 818 1943 AND SET IN THE TOP OF A
 AX1068'CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
 AX1068
 AX1068                          STATION RECOVERY (1997)
 AX1068
 AX1068'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1069 ***********************************************************************
 AX1069  DESIGNATION -  J 818 RESET 1964
 AX1069  PID         -  AX1069
 AX1069  STATE/COUNTY-  TX/FAYETTE
 AX1069  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1069
 AX1069                         *CURRENT SURVEY CONTROL
 AX1069  ___________________________________________________________________
 AX1069* NAD 83(1986)-  29 53 04.     (N)    096 40 17.     (W)     SCALED    
 AX1069* NAVD 88     -       120.93   (+/-2cm)     396.8    (feet)  VERTCON   
 AX1069  ___________________________________________________________________
 AX1069  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1069
 AX1069  VERT ORDER  -  THIRD (See Below)
 AX1069
 AX1069.The horizontal coordinates were scaled from a topographic map and have
 AX1069.an estimated accuracy of +/- 6 seconds.
 AX1069
 AX1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1069.The vertical order pertains to the NGVD 29 superseded value.
 AX1069
 AX1069.The geoid height was determined by GEOID03.
 AX1069
 AX1069;                    North         East    Units  Estimated Accuracy
 AX1069;SPC TXSC     - 4,229,560.      824,900.      MT  (+/- 180 meters Scaled)
 AX1069
 AX1069                          SUPERSEDED SURVEY CONTROL
 AX1069
 AX1069  NGVD 29 (??/??/??)  120.89   (m)          396.6    (f) RESET       3  
 AX1069
 AX1069.Superseded values are not recommended for survey control.
 AX1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1069.See file dsdata.txt to determine how the superseded data were derived.
 AX1069
 AX1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU248082(NAD 83)
 AX1069_MARKER: DB = BENCH MARK DISK
 AX1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1069_STAMPING: J 818 RESET 1964
 AX1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1069+STABILITY: SURFACE MOTION
 AX1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1069+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1069
 AX1069  HISTORY     - Date     Condition        Report By
 AX1069  HISTORY     - 1964     MONUMENTED       CGS
 AX1069  HISTORY     - 19970607 GOOD             USPSQD
 AX1069  HISTORY     - 20051106 GOOD             USPSQD
 AX1069
 AX1069                          STATION DESCRIPTION
 AX1069
 AX1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AX1069'1.7 MI SE FROM FAYETTEVILLE.
 AX1069'TO REACH FROM THE POST OFFICE IN FAYETTEVILLE, GO SOUTH ONE BLOCK,
 AX1069'THENCE WEST ONE BLOCK TO A CROSSROAD, THENCE 0.1 MILE SOUTHEAST TO A
 AX1069'RAILROAD CROSSING, THENCE 1.7 MILES SOUTHEAST ALONG A COUNTY ROAD TO
 AX1069'BENCH MARK.  40 FEET SOUTHWEST OF THE CENTER LINE OF ROAD, 90 FEET
 AX1069'EAST OF THE EAST CORNER OF A BARN, AND 1 FOOT SOUTHEAST OF A METAL
 AX1069'WITNESS POST.  A STANDARD DISK SET IN A 12IN. X 12IN. CONCRETE POST
 AX1069'WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF GROUND.(ELEVATION-396.617
 AX1069'FEET)
 AX1069
 AX1069                          STATION RECOVERY (1997)
 AX1069
 AX1069'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1069'RECOVERED IN GOOD CONDITION.
 AX1069
 AX1069                          STATION RECOVERY (2005)
 AX1069
 AX1069'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1069'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1089 ***********************************************************************
 AX1089  DESIGNATION -  J 819
 AX1089  PID         -  AX1089
 AX1089  STATE/COUNTY-  TX/FAYETTE
 AX1089  USGS QUAD   -  SCHULENBURG (1981)
 AX1089
 AX1089                         *CURRENT SURVEY CONTROL
 AX1089  ___________________________________________________________________
 AX1089* NAD 83(1986)-  29 40 56.     (N)    096 54 11.     (W)     SCALED    
 AX1089* NAVD 88     -       111.663  (meters)     366.35   (feet)  ADJUSTED  
 AX1089  ___________________________________________________________________
 AX1089  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX1089  DYNAMIC HT  -         111.507 (meters)     365.84  (feet)  COMP
 AX1089  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 AX1089
 AX1089  VERT ORDER  -  FIRST     CLASS I
 AX1089
 AX1089.The horizontal coordinates were scaled from a topographic map and have
 AX1089.an estimated accuracy of +/- 6 seconds.
 AX1089
 AX1089.The orthometric height was determined by differential leveling
 AX1089.and adjusted by the National Geodetic Survey in June 1991..
 AX1089
 AX1089.The geoid height was determined by GEOID03.
 AX1089
 AX1089.The dynamic height is computed by dividing the NAVD 88
 AX1089.geopotential number by the normal gravity value computed on the
 AX1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1089.degrees latitude (g = 980.6199 gals.).
 AX1089
 AX1089.The modeled gravity was interpolated from observed gravity values.
 AX1089
 AX1089;                    North         East    Units  Estimated Accuracy
 AX1089;SPC TXSC     - 4,206,730.      802,930.      MT  (+/- 180 meters Scaled)
 AX1089
 AX1089                          SUPERSEDED SURVEY CONTROL
 AX1089
 AX1089  NGVD 29 (??/??/92)  111.630  (m)          366.24   (f) ADJ UNCH    1 1
 AX1089
 AX1089.Superseded values are not recommended for survey control.
 AX1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1089.See file dsdata.txt to determine how the superseded data were derived.
 AX1089
 AX1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT029854(NAD 83)
 AX1089_MARKER: DB = BENCH MARK DISK
 AX1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1089_SP_SET: CULVERT
 AX1089_STAMPING: J 819 1943
 AX1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1089+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1089
 AX1089  HISTORY     - Date     Condition        Report By
 AX1089  HISTORY     - 1943     MONUMENTED       CGS
 AX1089  HISTORY     - 1972     GOOD             NGS
 AX1089  HISTORY     - 1987     GOOD             USPSQD
 AX1089  HISTORY     - 1987     GOOD             USPSQD
 AX1089  HISTORY     - 1990     GOOD             USPSQD
 AX1089  HISTORY     - 19970608 GOOD             USPSQD
 AX1089  HISTORY     - 20020525 GOOD             USPSQD
 AX1089  HISTORY     - 20040318 GOOD             USPSQD
 AX1089  HISTORY     - 20050318 GOOD             USPSQD
 AX1089
 AX1089                          STATION DESCRIPTION
 AX1089
 AX1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX1089'IN SCHULENBURG.
 AX1089'AT SCHULENBURG, 172 FEET EAST OF THE CENTER OF THE INTERSECTION OF
 AX1089'U.S. HIGHWAY 77 AND U.S. HIGHWAY 90, 42 FEET NORTH OF THE CENTER LINE
 AX1089'OF U.S. HIGHWAY 90, SET IN THE TOP OF THE NORTH CONCRETE HEADWALL OF A
 AX1089'2- X 5-FOOT CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 90, 2.7 FEET EAST
 AX1089'OF THE WEST END OF THE HEADWALL, 69.0 FEET EAST-SOUTHEAST OF THE
 AX1089'SOUTHEAST CORNER OF A SERVICE STATION, 32.0 FEET SOUTHWEST OF THE
 AX1089'SOUTHWEST CORNER OF HOUSE NUMBER 309, AND ABOUT 1 FOOT ABOVE THE LEVEL
 AX1089'OF THE HIGHWAY.
 AX1089
 AX1089                          STATION RECOVERY (1987)
 AX1089
 AX1089'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1089'RECOVERED IN GOOD CONDITION.
 AX1089
 AX1089                          STATION RECOVERY (1987)
 AX1089
 AX1089'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1089'RECOVERED IN GOOD CONDITION.
 AX1089
 AX1089                          STATION RECOVERY (1990)
 AX1089
 AX1089'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX1089'RECOVERED IN GOOD CONDITION.
 AX1089
 AX1089                          STATION RECOVERY (1997)
 AX1089
 AX1089'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1089'RECOVERED IN GOOD CONDITION.
 AX1089
 AX1089                          STATION RECOVERY (2002)
 AX1089
 AX1089'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX1089'RECOVERED IN GOOD CONDITION.
 AX1089
 AX1089                          STATION RECOVERY (2004)
 AX1089
 AX1089'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1089'RECOVERED IN GOOD CONDITION.
 AX1089
 AX1089                          STATION RECOVERY (2005)
 AX1089
 AX1089'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0921 ***********************************************************************
 AY0921  DESIGNATION -  J 82
 AY0921  PID         -  AY0921
 AY0921  STATE/COUNTY-  TX/KENDALL
 AY0921  USGS QUAD   -  RANGER CREEK (1982)
 AY0921
 AY0921                         *CURRENT SURVEY CONTROL
 AY0921  ___________________________________________________________________
 AY0921* NAD 83(1986)-  29 51 02.     (N)    098 46 01.     (W)     SCALED    
 AY0921* NAVD 88     -       491.807  (meters)    1613.54   (feet)  POSTED    
 AY0921  ___________________________________________________________________
 AY0921  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AY0921  DYNAMIC HT  -         491.090 (meters)    1611.18  (feet)  COMP
 AY0921  MODELED GRAV-     979,176.3   (mgal)                       NAVD 88
 AY0921
 AY0921  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0921
 AY0921.The horizontal coordinates were scaled from a topographic map and have
 AY0921.an estimated accuracy of +/- 6 seconds.
 AY0921
 AY0921.The orthometric height was determined by differential leveling
 AY0921.and adjusted by the National Geodetic Survey in 1992..
 AY0921.No vertical observational check was made to the station.
 AY0921.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0921.was located on a no-check spur therefore a value was not computed.
 AY0921
 AY0921.The geoid height was determined by GEOID03.
 AY0921
 AY0921.The dynamic height is computed by dividing the NAVD 88
 AY0921.geopotential number by the normal gravity value computed on the
 AY0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0921.degrees latitude (g = 980.6199 gals.).
 AY0921
 AY0921.The modeled gravity was interpolated from observed gravity values.
 AY0921
 AY0921;                    North         East    Units  Estimated Accuracy
 AY0921;SPC TXSC     - 4,223,590.      622,520.      MT  (+/- 180 meters Scaled)
 AY0921
 AY0921                          SUPERSEDED SURVEY CONTROL
 AY0921
 AY0921  NGVD 29 (??/??/92)  491.702  (m)         1613.19   (f) ADJ UNCH    1 2
 AY0921
 AY0921.Superseded values are not recommended for survey control.
 AY0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0921.See file dsdata.txt to determine how the superseded data were derived.
 AY0921
 AY0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU225022(NAD 83)
 AY0921_MARKER: DB = BENCH MARK DISK
 AY0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0921_STAMPING: J 82 1931
 AY0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0921+STABILITY: SURFACE MOTION
 AY0921
 AY0921  HISTORY     - Date     Condition        Report By
 AY0921  HISTORY     - 1931     MONUMENTED       CGS
 AY0921  HISTORY     - 1953     GOOD             NGS
 AY0921  HISTORY     - 1964     MARK NOT FOUND   NGS
 AY0921  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY0921  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 AY0921
 AY0921                          STATION DESCRIPTION
 AY0921
 AY0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0921'5.2 MI NW FROM BOERNE.
 AY0921'5.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0921'STATION AT BOERNE, 12 1/2 POLES SOUTH OF MILEPOST 275, 0.1 MILE SOUTH
 AY0921'OF A GATE, 0.2 MILE NORTH OF A ROAD CROSSING, 45.3 FEET WEST OF THE
 AY0921'WEST RAIL, 11 FEET SOUTHWEST OF THE 7TH POLE NORTH OF A ROAD CROSSING,
 AY0921'11 FEET EAST OF THE CENTER LINE OF A ROAD, 2 FEET NORTH OF A WITNESS
 AY0921'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AY0921'THE GROUND.  NOTE-- PROBABLY DESTROYED OR BURIED SINCE THE ROAD HAS
 AY0921'BEEN WIDENED.
 AY0921
 AY0921                          STATION RECOVERY (1964)
 AY0921
 AY0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AY0921'MARK NOT FOUND.
 AY0921
 AY0921                          STATION RECOVERY (1982)
 AY0921
 AY0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0921'SEARCHED FOR BUT NOT RECOVERED, NOTE, REPORTED NOT RECOVERED IN 1964.
 AY0921
 AY0921                          STATION RECOVERY (1994)
 AY0921
 AY0921'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1382 ***********************************************************************
 AX1382  DESIGNATION -  J 822
 AX1382  PID         -  AX1382
 AX1382  STATE/COUNTY-  TX/GONZALES
 AX1382  USGS QUAD   -  DILWORTH (1981)
 AX1382
 AX1382                         *CURRENT SURVEY CONTROL
 AX1382  ___________________________________________________________________
 AX1382* NAD 83(1986)-  29 37 21.     (N)    097 19 18.     (W)     SCALED    
 AX1382* NAVD 88     -        91.67   (+/-2cm)     300.8    (feet)  VERTCON   
 AX1382  ___________________________________________________________________
 AX1382  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AX1382
 AX1382  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1382
 AX1382.The horizontal coordinates were scaled from a topographic map and have
 AX1382.an estimated accuracy of +/- 6 seconds.
 AX1382
 AX1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1382.The vertical order pertains to the NGVD 29 superseded value.
 AX1382
 AX1382.The geoid height was determined by GEOID03.
 AX1382
 AX1382;                    North         East    Units  Estimated Accuracy
 AX1382;SPC TXSC     - 4,199,450.      762,520.      MT  (+/- 180 meters Scaled)
 AX1382
 AX1382                          SUPERSEDED SURVEY CONTROL
 AX1382
 AX1382  NGVD 29 (??/??/92)   91.630  (m)          300.62   (f) ADJ UNCH    2 0
 AX1382
 AX1382.Superseded values are not recommended for survey control.
 AX1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1382.See file dsdata.txt to determine how the superseded data were derived.
 AX1382
 AX1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT624781(NAD 83)
 AX1382_MARKER: DB = BENCH MARK DISK
 AX1382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1382_SP_SET: BRIDGE ABUTMENT
 AX1382_STAMPING: J 822 1943
 AX1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1382
 AX1382  HISTORY     - Date     Condition        Report By
 AX1382  HISTORY     - 1943     MONUMENTED       CGS
 AX1382  HISTORY     - 1988     GOOD             USPSQD
 AX1382
 AX1382                          STATION DESCRIPTION
 AX1382
 AX1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1382'5.3 MI S FROM WAELDER.
 AX1382'5.3 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE SOUTHERN PACIFIC CO.
 AX1382'RAILROAD STATION AT WAELDER, GONZALES COUNTY, AT THE SOUTHERNMOST ONE
 AX1382'OF THREE CONCRETE BRIDGES, IN THE TOP OF THE WEST END OF THE SOUTH
 AX1382'ABUTMENT, 14 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST
 AX1382'OF THE WEST GUARDRAIL, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 AX1382'STAMPED J 822 1943.
 AX1382
 AX1382                          STATION RECOVERY (1988)
 AX1382
 AX1382'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2309 ***********************************************************************
 AX2309  DESIGNATION -  J 823
 AX2309  PID         -  AX2309
 AX2309  STATE/COUNTY-  TX/GONZALES
 AX2309  USGS QUAD   -  HARWOOD (1981)
 AX2309
 AX2309                         *CURRENT SURVEY CONTROL
 AX2309  ___________________________________________________________________
 AX2309* NAD 83(1986)-  29 39 12.     (N)    097 33 22.     (W)     SCALED    
 AX2309* NAVD 88     -       142.09   (+/-2cm)     466.2    (feet)  VERTCON   
 AX2309  ___________________________________________________________________
 AX2309  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2309
 AX2309  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2309
 AX2309.The horizontal coordinates were scaled from a topographic map and have
 AX2309.an estimated accuracy of +/- 6 seconds.
 AX2309
 AX2309.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2309.The vertical order pertains to the NGVD 29 superseded value.
 AX2309
 AX2309.The geoid height was determined by GEOID03.
 AX2309
 AX2309;                    North         East    Units  Estimated Accuracy
 AX2309;SPC TXSC     - 4,202,570.      739,780.      MT  (+/- 180 meters Scaled)
 AX2309
 AX2309                          SUPERSEDED SURVEY CONTROL
 AX2309
 AX2309  NGVD 29 (??/??/92)  142.041  (m)          466.01   (f) ADJ UNCH    2 0
 AX2309
 AX2309.Superseded values are not recommended for survey control.
 AX2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2309.See file dsdata.txt to determine how the superseded data were derived.
 AX2309
 AX2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT397812(NAD 83)
 AX2309_MARKER: DB = BENCH MARK DISK
 AX2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2309_STAMPING: J 823 1943
 AX2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2309+STABILITY: SURFACE MOTION
 AX2309
 AX2309  HISTORY     - Date     Condition        Report By
 AX2309  HISTORY     - 1943     MONUMENTED       CGS
 AX2309  HISTORY     - 1971     MARK NOT FOUND   NGS
 AX2309  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2309  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2309
 AX2309                          STATION DESCRIPTION
 AX2309
 AX2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2309'3.4 MI W FROM HARWOOD.
 AX2309'3.4 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT HARWOOD,
 AX2309'GONZALES COUNTY, AT THE GONZALES-CALDWELL COUNTY LINE, 165 FEET EAST
 AX2309'OF THE COUNTY-LINE SIGN, 48 FEET NORTH OF THE CENTERLINE OF THE
 AX2309'HIGHWAY, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A
 AX2309'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 AX2309'DISK, STAMPED J 823 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX2309'PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2309
 AX2309                          STATION RECOVERY (1971)
 AX2309
 AX2309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX2309'MARK NOT FOUND.
 AX2309
 AX2309                          STATION RECOVERY (1987)
 AX2309
 AX2309'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2309'MARK NOT FOUND.
 AX2309
 AX2309                          STATION RECOVERY (2005)
 AX2309
 AX2309'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1347 ***********************************************************************
 AX1347  DESIGNATION -  J 824
 AX1347  PID         -  AX1347
 AX1347  STATE/COUNTY-  TX/GONZALES
 AX1347  USGS QUAD   -  WAELDER (1981)
 AX1347
 AX1347                         *CURRENT SURVEY CONTROL
 AX1347  ___________________________________________________________________
 AX1347* NAD 83(1986)-  29 41 49.     (N)    097 22 27.     (W)     SCALED    
 AX1347* NAVD 88     -       112.50   (+/-2cm)     369.1    (feet)  VERTCON   
 AX1347  ___________________________________________________________________
 AX1347  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AX1347
 AX1347  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1347
 AX1347.The horizontal coordinates were scaled from a topographic map and have
 AX1347.an estimated accuracy of +/- 6 seconds.
 AX1347
 AX1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1347.The vertical order pertains to the NGVD 29 superseded value.
 AX1347
 AX1347.The geoid height was determined by GEOID03.
 AX1347
 AX1347;                    North         East    Units  Estimated Accuracy
 AX1347;SPC TXSC     - 4,207,630.      757,320.      MT  (+/- 180 meters Scaled)
 AX1347
 AX1347                          SUPERSEDED SURVEY CONTROL
 AX1347
 AX1347  NGVD 29 (??/??/92)  112.450  (m)          368.93   (f) ADJ UNCH    2 0
 AX1347
 AX1347.Superseded values are not recommended for survey control.
 AX1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1347.See file dsdata.txt to determine how the superseded data were derived.
 AX1347
 AX1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT572863(NAD 83)
 AX1347_MARKER: DB = BENCH MARK DISK
 AX1347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1347_SP_SET: CULVERT
 AX1347_STAMPING: J 824 1943
 AX1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1347+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1347
 AX1347  HISTORY     - Date     Condition        Report By
 AX1347  HISTORY     - 1943     MONUMENTED       CGS
 AX1347  HISTORY     - 1971     GOOD             NGS
 AX1347  HISTORY     - 1987     GOOD             USPSQD
 AX1347  HISTORY     - 1987     GOOD             USPSQD
 AX1347  HISTORY     - 1988     GOOD             USPSQD
 AX1347  HISTORY     - 1988     GOOD             USPSQD
 AX1347  HISTORY     - 1989     GOOD             USPSQD
 AX1347  HISTORY     - 20050318 GOOD             USPSQD
 AX1347
 AX1347                          STATION DESCRIPTION
 AX1347
 AX1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1347'4.6 MI W FROM WAELDER.
 AX1347'4.6 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE CITY WATER TANK AT
 AX1347'WAELDER, GONZALES COUNTY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF
 AX1347'THE EAST END OF THE SOUTH HEADWALL, 18 FEET SOUTH OF THE CENTERLINE OF
 AX1347'THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 AX1347'DISK, STAMPED J 824 1943.
 AX1347
 AX1347                          STATION RECOVERY (1971)
 AX1347
 AX1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1347'RECOVERED IN GOOD CONDITION.
 AX1347
 AX1347                          STATION RECOVERY (1987)
 AX1347
 AX1347'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1347'RECOVERED IN GOOD CONDITION.
 AX1347
 AX1347                          STATION RECOVERY (1987)
 AX1347
 AX1347'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1347'RECOVERED IN GOOD CONDITION.
 AX1347
 AX1347                          STATION RECOVERY (1988)
 AX1347
 AX1347'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AX1347'RECOVERED IN GOOD CONDITION.
 AX1347
 AX1347                          STATION RECOVERY (1988)
 AX1347
 AX1347'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1347'RECOVERED IN GOOD CONDITION.
 AX1347
 AX1347                          STATION RECOVERY (1989)
 AX1347
 AX1347'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1347'RECOVERED IN GOOD CONDITION.
 AX1347
 AX1347                          STATION RECOVERY (2005)
 AX1347
 AX1347'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1433 ***********************************************************************
 AX1433  DESIGNATION -  J 825
 AX1433  PID         -  AX1433
 AX1433  STATE/COUNTY-  TX/FAYETTE
 AX1433  USGS QUAD   -  CISTERN (1981)
 AX1433
 AX1433                         *CURRENT SURVEY CONTROL
 AX1433  ___________________________________________________________________
 AX1433* NAD 83(1986)-  29 45 45.     (N)    097 10 08.     (W)     SCALED    
 AX1433* NAVD 88     -       124.84   (+/-2cm)     409.6    (feet)  VERTCON   
 AX1433  ___________________________________________________________________
 AX1433  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AX1433
 AX1433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1433
 AX1433.The horizontal coordinates were scaled from a topographic map and have
 AX1433.an estimated accuracy of +/- 6 seconds.
 AX1433
 AX1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1433.The vertical order pertains to the NGVD 29 superseded value.
 AX1433
 AX1433.The geoid height was determined by GEOID03.
 AX1433
 AX1433;                    North         East    Units  Estimated Accuracy
 AX1433;SPC TXSC     - 4,215,190.      777,070.      MT  (+/- 180 meters Scaled)
 AX1433
 AX1433                          SUPERSEDED SURVEY CONTROL
 AX1433
 AX1433  NGVD 29 (??/??/92)  124.800  (m)          409.45   (f) ADJ UNCH    2 0
 AX1433
 AX1433.Superseded values are not recommended for survey control.
 AX1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1433.See file dsdata.txt to determine how the superseded data were derived.
 AX1433
 AX1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT770938(NAD 83)
 AX1433_MARKER: DB = BENCH MARK DISK
 AX1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1433_STAMPING: J 825 1943
 AX1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1433+STABILITY: SURFACE MOTION
 AX1433
 AX1433  HISTORY     - Date     Condition        Report By
 AX1433  HISTORY     - 1943     MONUMENTED       CGS
 AX1433
 AX1433                          STATION DESCRIPTION
 AX1433
 AX1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1433'4.9 MI SE FROM CISTERN.
 AX1433'4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION
 AX1433'AT CISTERN, FAYETTE COUNTY, 0.7 MILE SOUTHEAST OF COLONY, AT A T-ROAD
 AX1433'JUNCTION, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 42 FEET
 AX1433'WEST OF THE EXTENDED CENTERLINE OF THE SIDE ROAD, 9 FEET SOUTHWEST OF
 AX1433'THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AX1433'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J
 AX1433'825 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AX1433'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1828 ***********************************************************************
 AX1828  DESIGNATION -  J 826
 AX1828  PID         -  AX1828
 AX1828  STATE/COUNTY-  TX/GONZALES
 AX1828  USGS QUAD   -  HAMON (1987)
 AX1828
 AX1828                         *CURRENT SURVEY CONTROL
 AX1828  ___________________________________________________________________
 AX1828* NAD 83(1986)-  29 22 56.     (N)    097 18 08.     (W)     SCALED    
 AX1828* NAVD 88     -        68.56   (+/-2cm)     224.9    (feet)  VERTCON   
 AX1828  ___________________________________________________________________
 AX1828  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AX1828
 AX1828  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1828
 AX1828.The horizontal coordinates were scaled from a topographic map and have
 AX1828.an estimated accuracy of +/- 6 seconds.
 AX1828
 AX1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1828.The vertical order pertains to the NGVD 29 superseded value.
 AX1828
 AX1828.The geoid height was determined by GEOID03.
 AX1828
 AX1828;                    North         East    Units  Estimated Accuracy
 AX1828;SPC TXSC     - 4,172,850.      764,790.      MT  (+/- 180 meters Scaled)
 AX1828
 AX1828                          SUPERSEDED SURVEY CONTROL
 AX1828
 AX1828  NGVD 29 (??/??/92)   68.545  (m)          224.88   (f) ADJ UNCH    2 0
 AX1828
 AX1828.Superseded values are not recommended for survey control.
 AX1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1828.See file dsdata.txt to determine how the superseded data were derived.
 AX1828
 AX1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT647515(NAD 83)
 AX1828_MARKER: DB = BENCH MARK DISK
 AX1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1828_STAMPING: J 826 1943
 AX1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1828+STABILITY: SURFACE MOTION
 AX1828
 AX1828  HISTORY     - Date     Condition        Report By
 AX1828  HISTORY     - 1943     MONUMENTED       CGS
 AX1828  HISTORY     - 1959     GOOD             USGS
 AX1828
 AX1828                          STATION DESCRIPTION
 AX1828
 AX1828'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AX1828'9.5 MI SW FROM SHINER.
 AX1828'IN GONZALES COUNTY, 5.9 MILES WEST ALONG U. S. HIGHWAY 90 A FROM THE
 AX1828'CITY HALL AT SHINER, LAVACA COUNTY, THENCE 6.2 MILES SOUTH ALONG
 AX1828'FARM-TO-MARKET ROAD 443, AND THENCE 2.2 MILES WEST AND SOUTH ALONG A
 AX1828'COUNTY ROAD.  1.3 MILES NORTHEAST OF A BRIDGE OVER GUADALUPE RIVER, AT
 AX1828'A GATE, 90 FEET NORTHWEST OF A CATTLEGUARD, 20 FEET NORTHWEST OF THE
 AX1828'CENTERLINE OF THE ROAD, 2 FEET NORTHEAST OF THE FENCE, AND LEVEL WITH
 AX1828'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1510 ***********************************************************************
 AX1510  DESIGNATION -  J 827
 AX1510  PID         -  AX1510
 AX1510  STATE/COUNTY-  TX/LAVACA
 AX1510  USGS QUAD   -  MOULTON (1981)
 AX1510
 AX1510                         *CURRENT SURVEY CONTROL
 AX1510  ___________________________________________________________________
 AX1510* NAD 83(1986)-  29 33 52.     (N)    097 09 02.     (W)     SCALED    
 AX1510* NAVD 88     -       108.98   (+/-2cm)     357.5    (feet)  VERTCON   
 AX1510  ___________________________________________________________________
 AX1510  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AX1510
 AX1510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1510
 AX1510.The horizontal coordinates were scaled from a topographic map and have
 AX1510.an estimated accuracy of +/- 6 seconds.
 AX1510
 AX1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1510.The vertical order pertains to the NGVD 29 superseded value.
 AX1510
 AX1510.The geoid height was determined by GEOID03.
 AX1510
 AX1510;                    North         East    Units  Estimated Accuracy
 AX1510;SPC TXSC     - 4,193,270.      779,190.      MT  (+/- 180 meters Scaled)
 AX1510
 AX1510                          SUPERSEDED SURVEY CONTROL
 AX1510
 AX1510  NGVD 29 (??/??/92)  108.95   (m)          357.4    (f) COMPUTED    2 0
 AX1510
 AX1510.Superseded values are not recommended for survey control.
 AX1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1510.See file dsdata.txt to determine how the superseded data were derived.
 AX1510
 AX1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT791719(NAD 83)
 AX1510_MARKER: DB = BENCH MARK DISK
 AX1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1510_STAMPING: J 827 1943
 AX1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1510+STABILITY: SURFACE MOTION
 AX1510
 AX1510  HISTORY     - Date     Condition        Report By
 AX1510  HISTORY     - 1943     MONUMENTED       CGS
 AX1510  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1510
 AX1510                          STATION DESCRIPTION
 AX1510
 AX1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1510'1 MI SW FROM MOULTON.
 AX1510'0.3 MILE WEST ALONG MOORE AVENUE FROM THE SOUTHERN PACIFIC CO.
 AX1510'RAILROAD STATION AT MOULTON, LAVACA COUNTY, THENCE 0.7 MILE SOUTH
 AX1510'ALONG A GRADED ROAD.  AT A SMALL BRIDGE, ABOUT 150 FEET NORTH OF THE
 AX1510'BRIDGE, 27 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF THE
 AX1510'RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AX1510'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED J 827 1943 AND SET IN
 AX1510'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1510
 AX1510                          STATION RECOVERY (1965)
 AX1510
 AX1510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0496 ***********************************************************************
 AY0496  DESIGNATION -  J 829
 AY0496  PID         -  AY0496
 AY0496  STATE/COUNTY-  TX/WILSON
 AY0496  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0496
 AY0496                         *CURRENT SURVEY CONTROL
 AY0496  ___________________________________________________________________
 AY0496* NAD 83(1986)-  29 12 54.     (N)    098 04 07.     (W)     SCALED    
 AY0496* NAVD 88     -       143.85   (+/-2cm)     471.9    (feet)  VERTCON   
 AY0496  ___________________________________________________________________
 AY0496  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AY0496
 AY0496  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0496
 AY0496.The horizontal coordinates were scaled from a topographic map and have
 AY0496.an estimated accuracy of +/- 6 seconds.
 AY0496
 AY0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0496.The vertical order pertains to the NGVD 29 superseded value.
 AY0496
 AY0496.The geoid height was determined by GEOID03.
 AY0496
 AY0496;                    North         East    Units  Estimated Accuracy
 AY0496;SPC TXSC     - 4,153,490.      690,550.      MT  (+/- 180 meters Scaled)
 AY0496
 AY0496                          SUPERSEDED SURVEY CONTROL
 AY0496
 AY0496  NGVD 29 (??/??/92)  143.783  (m)          471.73   (f) ADJ UNCH    2 0
 AY0496
 AY0496.Superseded values are not recommended for survey control.
 AY0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0496.See file dsdata.txt to determine how the superseded data were derived.
 AY0496
 AY0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT905321(NAD 83)
 AY0496_MARKER: DB = BENCH MARK DISK
 AY0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0496_SP_SET: CULVERT
 AY0496_STAMPING: J 829 1943
 AY0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0496
 AY0496  HISTORY     - Date     Condition        Report By
 AY0496  HISTORY     - 1943     MONUMENTED       CGS
 AY0496  HISTORY     - 1955     GOOD             NGS
 AY0496  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0496  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0496
 AY0496                          STATION DESCRIPTION
 AY0496
 AY0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0496'5.95 MI S FROM SUTHERLAND SPRINGS.
 AY0496'TO REACH FROM THE POST OFFICE AT SUTHERLAND SPRINGS-- PROCEED 2.5
 AY0496'MILES SOUTHEASTERLY ALONG U. S. HIGHWAY NO.87 TO THE INTERSECTION OF
 AY0496'STATE HIGHWAY NO.97 LEADING SOUTHWEST, THENCE 3.45 MILES SOUTHWESTERLY
 AY0496'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 37.0 FEET NORTHEAST OF THE
 AY0496'CENTER OF A TRACK ROAD INTERSECTION, AND 18.0 FEET SOUTHEAST OF AND
 AY0496'ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF HIGHWAY.  IT IS SET
 AY0496'HORIZONTALLY IN THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A
 AY0496'CONCRETE CULVERT.
 AY0496
 AY0496                          STATION RECOVERY (1955)
 AY0496
 AY0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AY0496'RECOVERED IN GOOD CONDITION.
 AY0496
 AY0496                          STATION RECOVERY (1996)
 AY0496
 AY0496'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0496'MARK NOT FOUND.
 AY0496
 AY0496                          STATION RECOVERY (2003)
 AY0496
 AY0496'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0497 ***********************************************************************
 AY0497  DESIGNATION -  J 829 RESET 1955
 AY0497  PID         -  AY0497
 AY0497  STATE/COUNTY-  TX/WILSON
 AY0497  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0497
 AY0497                         *CURRENT SURVEY CONTROL
 AY0497  ___________________________________________________________________
 AY0497* NAD 83(1986)-  29 12 54.     (N)    098 04 06.     (W)     SCALED    
 AY0497* NAVD 88     -       143.15   (+/-2cm)     469.7    (feet)  VERTCON   
 AY0497  ___________________________________________________________________
 AY0497  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AY0497
 AY0497  VERT ORDER  -  THIRD (See Below)
 AY0497
 AY0497.The horizontal coordinates were scaled from a topographic map and have
 AY0497.an estimated accuracy of +/- 6 seconds.
 AY0497
 AY0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0497.The vertical order pertains to the NGVD 29 superseded value.
 AY0497
 AY0497.The geoid height was determined by GEOID03.
 AY0497
 AY0497;                    North         East    Units  Estimated Accuracy
 AY0497;SPC TXSC     - 4,153,490.      690,580.      MT  (+/- 180 meters Scaled)
 AY0497
 AY0497                          SUPERSEDED SURVEY CONTROL
 AY0497
 AY0497  NGVD 29 (01/29/03)  143.08   (m)          469.4    (f) RESET       3  
 AY0497
 AY0497.Superseded values are not recommended for survey control.
 AY0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0497.See file dsdata.txt to determine how the superseded data were derived.
 AY0497
 AY0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT905321(NAD 83)
 AY0497_MARKER: DB = BENCH MARK DISK
 AY0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0497_STAMPING: J 829 RESET 1955
 AY0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0497+STABILITY: SURFACE MOTION
 AY0497
 AY0497  HISTORY     - Date     Condition        Report By
 AY0497  HISTORY     - 1955     MONUMENTED       CGS
 AY0497  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0497
 AY0497                          STATION DESCRIPTION
 AY0497
 AY0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AY0497'8.6 MI NE FROM FLORESVILLE.
 AY0497'ABOUT 8.6 MILES NORTHEAST OF THE COURT HOUSE IN FLORESVILLE, WILSON
 AY0497'COUNTY, TEXAS, ALONG HIGHWAY NO.97, ABOUT 51 YARDS NORTH EAST OF A
 AY0497'ROAD CROSSING, AND A FENCE CORNER, 1 FOOT SOUTH EAST OF THE SOUTH EAST
 AY0497'RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED J 829 RESET 1955 SET IN A
 AY0497'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
 AY0497
 AY0497                          STATION RECOVERY (2003)
 AY0497
 AY0497'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0086 ***********************************************************************
 CA0086  DESIGNATION -  J 83
 CA0086  PID         -  CA0086
 CA0086  STATE/COUNTY-  TX/LAMPASAS
 CA0086  USGS QUAD   -  LAMPASAS (1954)
 CA0086
 CA0086                         *CURRENT SURVEY CONTROL
 CA0086  ___________________________________________________________________
 CA0086* NAD 83(1986)-  31 04 02.     (N)    098 10 42.     (W)     SCALED    
 CA0086* NAVD 88     -       311.774  (meters)    1022.88   (feet)  ADJUSTED  
 CA0086  ___________________________________________________________________
 CA0086  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CA0086  DYNAMIC HT  -         311.358 (meters)    1021.51  (feet)  COMP
 CA0086  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 CA0086
 CA0086  VERT ORDER  -  FIRST     CLASS II
 CA0086
 CA0086.The horizontal coordinates were scaled from a topographic map and have
 CA0086.an estimated accuracy of +/- 6 seconds.
 CA0086
 CA0086.The orthometric height was determined by differential leveling
 CA0086.and adjusted by the National Geodetic Survey in June 1991..
 CA0086.WARNING-Repeat measurements at this control monument indicate possible
 CA0086.vertical movement.
 CA0086
 CA0086.The geoid height was determined by GEOID03.
 CA0086
 CA0086.The dynamic height is computed by dividing the NAVD 88
 CA0086.geopotential number by the normal gravity value computed on the
 CA0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0086.degrees latitude (g = 980.6199 gals.).
 CA0086
 CA0086.The modeled gravity was interpolated from observed gravity values.
 CA0086
 CA0086;                    North         East    Units  Estimated Accuracy
 CA0086;SPC TX C     - 3,157,250.      905,630.      MT  (+/- 180 meters Scaled)
 CA0086
 CA0086                          SUPERSEDED SURVEY CONTROL
 CA0086
 CA0086  NGVD 29 (??/??/92)  311.676  (m)         1022.56   (f) ADJ UNCH    1 2
 CA0086
 CA0086.Superseded values are not recommended for survey control.
 CA0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0086.See file dsdata.txt to determine how the superseded data were derived.
 CA0086
 CA0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV783373(NAD 83)
 CA0086_MARKER: DB = BENCH MARK DISK
 CA0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0086_SP_SET: BUILDING
 CA0086_MARK LOGO: CGS   
 CA0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CA0086+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 CA0086
 CA0086  HISTORY     - Date     Condition        Report By
 CA0086  HISTORY     - UNK      MONUMENTED       CGS
 CA0086  HISTORY     - 1932     GOOD             NGS
 CA0086  HISTORY     - 1934     GOOD             NGS
 CA0086  HISTORY     - 1983     GOOD             NGS
 CA0086  HISTORY     - 20020420 GOOD             USPSQD
 CA0086  HISTORY     - 20051022 GOOD             USPSQD
 CA0086  HISTORY     - 20051113 GOOD             USPSQD
 CA0086
 CA0086                          STATION DESCRIPTION
 CA0086
 CA0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0086'IN LAMPASAS.
 CA0086'ON THE G.C. AND SANTA FE R.R., DEPOT AT LAMPASAS, HALFWAY BETWEEN
 CA0086'WINDOW AND DOOR, 3 1/2 FEET ABOVE THE GROUND NORTH OF THE WHITE
 CA0086'WAITING ROOM ENTRANCE ON EAST SIDE OF THE STATION.
 CA0086
 CA0086                          STATION RECOVERY (1934)
 CA0086
 CA0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0086'RECOVERED IN GOOD CONDITION.
 CA0086
 CA0086                          STATION RECOVERY (1983)
 CA0086
 CA0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0086'RECOVERED THIS DATE.  NOTE, ADD AT 200 NORTH LIVEOAK STREET.
 CA0086
 CA0086                          STATION RECOVERY (2002)
 CA0086
 CA0086'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0086'RECOVERED IN GOOD CONDITION.
 CA0086
 CA0086                          STATION RECOVERY (2005)
 CA0086
 CA0086'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CA0086'RECOVERED IN GOOD CONDITION.
 CA0086
 CA0086                          STATION RECOVERY (2005)
 CA0086
 CA0086'RECOVERY NOTE BY US POWER SQUADRON 2005 (AR)
 CA0086'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1574 ***********************************************************************
 AX1574  DESIGNATION -  J 830
 AX1574  PID         -  AX1574
 AX1574  STATE/COUNTY-  TX/CALDWELL
 AX1574  USGS QUAD   -  SANDY FORK (1981)
 AX1574
 AX1574                         *CURRENT SURVEY CONTROL
 AX1574  ___________________________________________________________________
 AX1574* NAD 83(1986)-  29 42 11.     (N)    097 29 10.     (W)     SCALED    
 AX1574* NAVD 88     -       129.28   (+/-2cm)     424.1    (feet)  VERTCON   
 AX1574  ___________________________________________________________________
 AX1574  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX1574
 AX1574  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1574
 AX1574.The horizontal coordinates were scaled from a topographic map and have
 AX1574.an estimated accuracy of +/- 6 seconds.
 AX1574
 AX1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1574.The vertical order pertains to the NGVD 29 superseded value.
 AX1574
 AX1574.The geoid height was determined by GEOID03.
 AX1574
 AX1574;                    North         East    Units  Estimated Accuracy
 AX1574;SPC TXSC     - 4,208,160.      746,480.      MT  (+/- 180 meters Scaled)
 AX1574
 AX1574                          SUPERSEDED SURVEY CONTROL
 AX1574
 AX1574  NGVD 29 (??/??/92)  129.223  (m)          423.96   (f) ADJ UNCH    2 0
 AX1574
 AX1574.Superseded values are not recommended for survey control.
 AX1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1574.See file dsdata.txt to determine how the superseded data were derived.
 AX1574
 AX1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT464868(NAD 83)
 AX1574_MARKER: DB = BENCH MARK DISK
 AX1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1574_STAMPING: J 830 1943
 AX1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1574+STABILITY: SURFACE MOTION
 AX1574
 AX1574  HISTORY     - Date     Condition        Report By
 AX1574  HISTORY     - 1943     MONUMENTED       CGS
 AX1574  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX1574  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1574
 AX1574                          STATION DESCRIPTION
 AX1574
 AX1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1574'2.5 MI N FROM HARWOOD.
 AX1574'IN CALDWELL COUNTY, 2.5 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE
 AX1574'SCHOOL BUILDING AT HARWOOD, GONZALES COUNTY, THENCE 2.0 MILES EAST. AT
 AX1574'A T-ROAD JUNCTION, ABOUT 200 FEET NORTH OF THE CENTER OF THE JUNCTION,
 AX1574'96 FEET SOUTH OF A SMALL BRIDGE, 30 FEET EAST OF THE CENTERLINE OF THE
 AX1574'NORTH-AND-SOUTH ROAD, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 AX1574'ABOUT 2 FEET HIGHER THAN THE MAIN ROAD.  A STANDARD DISK, STAMPED J
 AX1574'830 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AX1574'ABOVE GROUND.
 AX1574
 AX1574                          STATION RECOVERY (1993)
 AX1574
 AX1574'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1574'MARK NOT FOUND.
 AX1574
 AX1574                          STATION RECOVERY (1999)
 AX1574
 AX1574'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1538 ***********************************************************************
 AX1538  DESIGNATION -  J 831
 AX1538  PID         -  AX1538
 AX1538  STATE/COUNTY-  TX/BASTROP
 AX1538  USGS QUAD   -  JEDDO (1981)
 AX1538
 AX1538                         *CURRENT SURVEY CONTROL
 AX1538  ___________________________________________________________________
 AX1538* NAD 83(1986)-  29 49 07.     (N)    097 20 55.     (W)     SCALED    
 AX1538* NAVD 88     -       151.46   (+/-2cm)     496.9    (feet)  VERTCON   
 AX1538  ___________________________________________________________________
 AX1538  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AX1538
 AX1538  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1538
 AX1538.The horizontal coordinates were scaled from a topographic map and have
 AX1538.an estimated accuracy of +/- 6 seconds.
 AX1538
 AX1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1538.The vertical order pertains to the NGVD 29 superseded value.
 AX1538
 AX1538.The geoid height was determined by GEOID03.
 AX1538
 AX1538;                    North         East    Units  Estimated Accuracy
 AX1538;SPC TX C     - 3,020,720.      988,500.      MT  (+/- 180 meters Scaled)
 AX1538
 AX1538                          SUPERSEDED SURVEY CONTROL
 AX1538
 AX1538  NGVD 29 (??/??/92)  151.398  (m)          496.71   (f) ADJ UNCH    2 0
 AX1538
 AX1538.Superseded values are not recommended for survey control.
 AX1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1538.See file dsdata.txt to determine how the superseded data were derived.
 AX1538
 AX1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT595998(NAD 83)
 AX1538_MARKER: DB = BENCH MARK DISK
 AX1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1538_STAMPING: J 831 1943
 AX1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1538+STABILITY: SURFACE MOTION
 AX1538
 AX1538  HISTORY     - Date     Condition        Report By
 AX1538  HISTORY     - 1943     MONUMENTED       CGS
 AX1538
 AX1538                          STATION DESCRIPTION
 AX1538
 AX1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1538'2.9 MI E FROM DELHI.
 AX1538'IN BASTROP COUNTY, 2.9 MILES EAST ALONG A GRADED ROAD LEADING TO JEDDO
 AX1538'FROM THE ROAD INTERSECTION AT DELHI, CALDWELL COUNTY, 2.3 MILES WEST
 AX1538'OF THE GENERAL STORE AT JEDDO, BASTROP COUNTY, ACROSS THE ROAD FROM A
 AX1538'SMALL HOUSE ON THE TOP OF A SMALL HILL, 21 FEET NORTH OF THE
 AX1538'CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AX1538'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 AX1538'ROAD.  A STANDARD DISK, STAMPED J 831 1943 AND SET IN THE TOP OF A
 AX1538'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0514 ***********************************************************************
 AY0514  DESIGNATION -  J 833
 AY0514  PID         -  AY0514
 AY0514  STATE/COUNTY-  TX/WILSON
 AY0514  USGS QUAD   -  LA VERNIA SW (1992)
 AY0514
 AY0514                         *CURRENT SURVEY CONTROL
 AY0514  ___________________________________________________________________
 AY0514* NAD 83(1986)-  29 20 26.     (N)    098 10 58.     (W)     SCALED    
 AY0514* NAVD 88     -       174.29   (+/-2cm)     571.8    (feet)  VERTCON   
 AY0514  ___________________________________________________________________
 AY0514  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AY0514
 AY0514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0514
 AY0514.The horizontal coordinates were scaled from a topographic map and have
 AY0514.an estimated accuracy of +/- 6 seconds.
 AY0514
 AY0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0514.The vertical order pertains to the NGVD 29 superseded value.
 AY0514
 AY0514.The geoid height was determined by GEOID03.
 AY0514
 AY0514;                    North         East    Units  Estimated Accuracy
 AY0514;SPC TXSC     - 4,167,320.      679,360.      MT  (+/- 180 meters Scaled)
 AY0514
 AY0514                          SUPERSEDED SURVEY CONTROL
 AY0514
 AY0514  NGVD 29 (??/??/92)  174.200  (m)          571.52   (f) ADJ UNCH    2 0
 AY0514
 AY0514.Superseded values are not recommended for survey control.
 AY0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0514.See file dsdata.txt to determine how the superseded data were derived.
 AY0514
 AY0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT793459(NAD 83)
 AY0514_MARKER: DB = BENCH MARK DISK
 AY0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0514_STAMPING: J 833 1943
 AY0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0514+STABILITY: SURFACE MOTION
 AY0514
 AY0514  HISTORY     - Date     Condition        Report By
 AY0514  HISTORY     - 1943     MONUMENTED       CGS
 AY0514  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0514
 AY0514                          STATION DESCRIPTION
 AY0514
 AY0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0514'5.3 MI SW FROM LAVERNIA.
 AY0514'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 3.1 MILES WESTERLY
 AY0514'ALONG U. S. HIGHWAY NO. 87 TO A DIRT ROAD INTERSECTION LEADING SOUTH,
 AY0514'THENCE 2.2 MILES SOUTHERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AY0514'0.3 MILE EAST OF A RIGHT-ANGLE CURVE TO THE SOUTH, AND A DIRT ROAD
 AY0514'LEADING WEST TO A SCHOOL HOUSE, AND 22.0 FEET NORTH OF AND ABOUT 1.5
 AY0514'FEET ABOVE THE CENTERLINE OF ROAD.  IT IS 12.0 FEET WEST OF A FENCE
 AY0514'CORNER, 3.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 3.4 FEET EAST OF
 AY0514'A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AY0514
 AY0514                          STATION RECOVERY (1996)
 AY0514
 AY0514'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2374 ***********************************************************************
 AX2374  DESIGNATION -  J 834
 AX2374  PID         -  AX2374
 AX2374  STATE/COUNTY-  TX/GONZALES
 AX2374  USGS QUAD   -  BELMONT (1994)
 AX2374
 AX2374                         *CURRENT SURVEY CONTROL
 AX2374  ___________________________________________________________________
 AX2374* NAD 83(1986)-  29 31 32.     (N)    097 41 44.     (W)     SCALED    
 AX2374* NAVD 88     -       123.96   (+/-2cm)     406.7    (feet)  VERTCON   
 AX2374  ___________________________________________________________________
 AX2374  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2374
 AX2374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2374
 AX2374.The horizontal coordinates were scaled from a topographic map and have
 AX2374.an estimated accuracy of +/- 6 seconds.
 AX2374
 AX2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2374.The vertical order pertains to the NGVD 29 superseded value.
 AX2374
 AX2374.The geoid height was determined by GEOID03.
 AX2374
 AX2374;                    North         East    Units  Estimated Accuracy
 AX2374;SPC TXSC     - 4,188,250.      726,440.      MT  (+/- 180 meters Scaled)
 AX2374
 AX2374                          SUPERSEDED SURVEY CONTROL
 AX2374
 AX2374  NGVD 29 (??/??/92)  123.907  (m)          406.52   (f) ADJ UNCH    2 0
 AX2374
 AX2374.Superseded values are not recommended for survey control.
 AX2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2374.See file dsdata.txt to determine how the superseded data were derived.
 AX2374
 AX2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT264669(NAD 83)
 AX2374_MARKER: DB = BENCH MARK DISK
 AX2374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2374_SP_SET: CULVERT
 AX2374_STAMPING: J 834 1943
 AX2374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2374
 AX2374  HISTORY     - Date     Condition        Report By
 AX2374  HISTORY     - 1943     MONUMENTED       CGS
 AX2374  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2374  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2374
 AX2374                          STATION DESCRIPTION
 AX2374
 AX2374'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2374'0.8 MI W FROM BELMONT.
 AX2374'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2374'BELMONT, PROCEED 0.8 MI. W. ALONG STATE HIGHWAY NO. 3 TO SITE OF BM.
 AX2374'BENCH MARK IS ABOUT 300 FEET E. OF THE S. END OF A JOG IN THE HIGHWAY,
 AX2374'AND 13 FEET S. OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX2374'HIGHWAY, IT IS SET HORIZONTALLY IN THE E. END OF THE S. HEADWALL OF A
 AX2374'CONCRETE CULVERT.
 AX2374
 AX2374                          STATION RECOVERY (2003)
 AX2374
 AX2374'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2374'STATE HWY 3 NOW CALLED US 90A.  HIGHWAY HAS UNDERGONE MAJOR UPGRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2348 ***********************************************************************
 AX2348  DESIGNATION -  J 835
 AX2348  PID         -  AX2348
 AX2348  STATE/COUNTY-  TX/GUADALUPE
 AX2348  USGS QUAD   -  LULING (1994)
 AX2348
 AX2348                         *CURRENT SURVEY CONTROL
 AX2348  ___________________________________________________________________
 AX2348* NAD 83(1986)-  29 38 29.     (N)    097 39 41.     (W)     SCALED    
 AX2348* NAVD 88     -       121.50   (+/-2cm)     398.6    (feet)  VERTCON   
 AX2348  ___________________________________________________________________
 AX2348  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2348
 AX2348  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2348
 AX2348.The horizontal coordinates were scaled from a topographic map and have
 AX2348.an estimated accuracy of +/- 6 seconds.
 AX2348
 AX2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2348.The vertical order pertains to the NGVD 29 superseded value.
 AX2348
 AX2348.The geoid height was determined by GEOID03.
 AX2348
 AX2348;                    North         East    Units  Estimated Accuracy
 AX2348;SPC TXSC     - 4,201,120.      729,600.      MT  (+/- 180 meters Scaled)
 AX2348
 AX2348                          SUPERSEDED SURVEY CONTROL
 AX2348
 AX2348  NGVD 29 (??/??/92)  121.444  (m)          398.44   (f) ADJ UNCH    2 0
 AX2348
 AX2348.Superseded values are not recommended for survey control.
 AX2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2348.See file dsdata.txt to determine how the superseded data were derived.
 AX2348
 AX2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT295797(NAD 83)
 AX2348_MARKER: DB = BENCH MARK DISK
 AX2348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2348_SP_SET: LONE TREE
 AX2348_STAMPING: J 835 1943
 AX2348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2348
 AX2348  HISTORY     - Date     Condition        Report By
 AX2348  HISTORY     - 1943     MONUMENTED       CGS
 AX2348  HISTORY     - 1959     GOOD             DOD
 AX2348  HISTORY     - 19990925 GOOD             USPSQD
 AX2348  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2348
 AX2348                          STATION DESCRIPTION
 AX2348
 AX2348'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2348'2.85 MI S FROM LULING.
 AX2348'18 FEET W. OF A N-S HIGHWAY AND 0.8 FEET HIGHER, 188 FEET NNE OF THE
 AX2348'N. EDGE OF A LONE TREE E. OF A DIM TRAIL AND IS 5.1 FEET HIGHER, 125
 AX2348'FEET SW OF THE SW EDGE OF A LONE TREE AND IS 6.5 FEET HIGHER.
 AX2348
 AX2348                          STATION RECOVERY (1999)
 AX2348
 AX2348'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2348'RECOVERED IN GOOD CONDITION.
 AX2348
 AX2348                          STATION RECOVERY (2003)
 AX2348
 AX2348'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2349 ***********************************************************************
 AX2349  DESIGNATION -  J 835 RESET 1970
 AX2349  PID         -  AX2349
 AX2349  STATE/COUNTY-  TX/GUADALUPE
 AX2349  USGS QUAD   -  LULING (1994)
 AX2349
 AX2349                         *CURRENT SURVEY CONTROL
 AX2349  ___________________________________________________________________
 AX2349* NAD 83(1986)-  29 38 29.     (N)    097 39 41.     (W)     SCALED    
 AX2349* NAVD 88     -       121.35   (+/-2cm)     398.1    (feet)  VERTCON   
 AX2349  ___________________________________________________________________
 AX2349  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2349
 AX2349  VERT ORDER  -  THIRD (See Below)
 AX2349
 AX2349.The horizontal coordinates were scaled from a topographic map and have
 AX2349.an estimated accuracy of +/- 6 seconds.
 AX2349
 AX2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2349.The vertical order pertains to the NGVD 29 superseded value.
 AX2349
 AX2349.The geoid height was determined by GEOID03.
 AX2349
 AX2349;                    North         East    Units  Estimated Accuracy
 AX2349;SPC TXSC     - 4,201,120.      729,600.      MT  (+/- 180 meters Scaled)
 AX2349
 AX2349                          SUPERSEDED SURVEY CONTROL
 AX2349
 AX2349  NGVD 29 (01/29/03)  121.29   (m)          397.9    (f) RESET       3  
 AX2349
 AX2349.Superseded values are not recommended for survey control.
 AX2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2349.See file dsdata.txt to determine how the superseded data were derived.
 AX2349
 AX2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT295797(NAD 83)
 AX2349_MARKER: DD = SURVEY DISK
 AX2349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2349_SP_SET: CULVERT
 AX2349_STAMPING: J 835 RESET 1970
 AX2349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2349+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2002
 AX2349
 AX2349  HISTORY     - Date     Condition        Report By
 AX2349  HISTORY     - 1970     MONUMENTED       TXHD
 AX2349  HISTORY     - 1971     GOOD             TXHD
 AX2349  HISTORY     - 19910511 GOOD             USPSQD
 AX2349  HISTORY     - 20020523 GOOD             USPSQD
 AX2349
 AX2349                          STATION DESCRIPTION
 AX2349
 AX2349'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1971
 AX2349'2.85 MI S FROM LULING.
 AX2349'ABOUT 2.85 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 AX2349'U.S. HIGHWAY 90 AT LULING, 0.2 MILE SOUTH OF A TAVERN, 43 FEET WEST OF
 AX2349'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  IT IS
 AX2349'SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 AX2349'CULVERT.
 AX2349
 AX2349                          STATION RECOVERY (1991)
 AX2349
 AX2349'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2349'RECOVERED IN GOOD CONDITION.
 AX2349
 AX2349                          STATION RECOVERY (2002)
 AX2349
 AX2349'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX2349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2084 ***********************************************************************
 AX2084  DESIGNATION -  J 836
 AX2084  PID         -  AX2084
 AX2084  STATE/COUNTY-  TX/GONZALES
 AX2084  USGS QUAD   -  NIXON (1987)
 AX2084
 AX2084                         *CURRENT SURVEY CONTROL
 AX2084  ___________________________________________________________________
 AX2084* NAD 83(1986)-  29 21 20.     (N)    097 45 14.     (W)     SCALED    
 AX2084* NAVD 88     -       122.05   (+/-2cm)     400.4    (feet)  VERTCON   
 AX2084  ___________________________________________________________________
 AX2084  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AX2084
 AX2084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2084
 AX2084.The horizontal coordinates were scaled from a topographic map and have
 AX2084.an estimated accuracy of +/- 6 seconds.
 AX2084
 AX2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2084.The vertical order pertains to the NGVD 29 superseded value.
 AX2084
 AX2084.The geoid height was determined by GEOID03.
 AX2084
 AX2084;                    North         East    Units  Estimated Accuracy
 AX2084;SPC TXSC     - 4,169,350.      720,980.      MT  (+/- 180 meters Scaled)
 AX2084
 AX2084                          SUPERSEDED SURVEY CONTROL
 AX2084
 AX2084  NGVD 29 (??/??/92)  122.003  (m)          400.27   (f) ADJ UNCH    2 0
 AX2084
 AX2084.Superseded values are not recommended for survey control.
 AX2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2084.See file dsdata.txt to determine how the superseded data were derived.
 AX2084
 AX2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT209480(NAD 83)
 AX2084_MARKER: DB = BENCH MARK DISK
 AX2084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2084_SP_SET: CULVERT
 AX2084_STAMPING: J 836 1943
 AX2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2084
 AX2084  HISTORY     - Date     Condition        Report By
 AX2084  HISTORY     - 1943     MONUMENTED       CGS
 AX2084
 AX2084                          STATION DESCRIPTION
 AX2084
 AX2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2084'3.6 MI S FROM LEESVILLE.
 AX2084'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 3.6 MI. S. ALONG STATE
 AX2084'HIGHWAY NO. 80 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.35 MI. N.
 AX2084'OF A PRIVATE ROAD INTERSECTION LEADING WEST TO A LARGE WHITE FRAME
 AX2084'HOUSE, AND 18 FEET E. OF AND ABOUT THE SAME ELEVATION AS THE
 AX2084'CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE N. END OF THE E.
 AX2084'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2828 ***********************************************************************
 AX2828  DESIGNATION -  J 836 RESET
 AX2828  PID         -  AX2828
 AX2828  STATE/COUNTY-  TX/GONZALES
 AX2828  USGS QUAD   -  NIXON (1987)
 AX2828
 AX2828                         *CURRENT SURVEY CONTROL
 AX2828  ___________________________________________________________________
 AX2828* NAD 83(1986)-  29 21 20.     (N)    097 45 14.     (W)     SCALED    
 AX2828* NAVD 88     -       122.19   (+/-2cm)     400.9    (feet)  VERTCON   
 AX2828  ___________________________________________________________________
 AX2828  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AX2828
 AX2828  VERT ORDER  -  THIRD (See Below)
 AX2828
 AX2828.The horizontal coordinates were scaled from a topographic map and have
 AX2828.an estimated accuracy of +/- 6 seconds.
 AX2828
 AX2828.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2828.The vertical order pertains to the NGVD 29 superseded value.
 AX2828
 AX2828.The geoid height was determined by GEOID03.
 AX2828
 AX2828;                    North         East    Units  Estimated Accuracy
 AX2828;SPC TXSC     - 4,169,350.      720,980.      MT  (+/- 180 meters Scaled)
 AX2828
 AX2828                          SUPERSEDED SURVEY CONTROL
 AX2828
 AX2828  NGVD 29 (01/29/03)  122.15   (m)          400.8    (f) RESET       3  
 AX2828
 AX2828.Superseded values are not recommended for survey control.
 AX2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2828.See file dsdata.txt to determine how the superseded data were derived.
 AX2828
 AX2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT209480(NAD 83)
 AX2828_MARKER: DV = VERTICAL CONTROL DISK
 AX2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2828_SP_SET: CONCRETE POST
 AX2828_STAMPING: J 836 RESET 1987
 AX2828_MARK LOGO: NGS   
 AX2828_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2828+STABILITY: SURFACE MOTION
 AX2828
 AX2828  HISTORY     - Date     Condition        Report By
 AX2828  HISTORY     - 1987     MONUMENTED       TXHD
 AX2828
 AX2828                          STATION DESCRIPTION
 AX2828
 AX2828'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1987
 AX2828'FROM THE POST OFFICE AT LEESVILLE, PROCEED 3.6 MILES (5.8 KM)
 AX2828'SOUTHERLY ALONG STATE HIGHWAY 80 TO SITE OF MARK, 48 FEET (14.6 M)
 AX2828'RIGHT OF THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2042 ***********************************************************************
 AX2042  DESIGNATION -  J 837
 AX2042  PID         -  AX2042
 AX2042  STATE/COUNTY-  TX/GONZALES
 AX2042  USGS QUAD   -  DEWVILLE (1987)
 AX2042
 AX2042                         *CURRENT SURVEY CONTROL
 AX2042  ___________________________________________________________________
 AX2042* NAD 83(1986)-  29 24 21.     (N)    097 45 12.     (W)     SCALED    
 AX2042* NAVD 88     -       122.51   (+/-2cm)     401.9    (feet)  VERTCON   
 AX2042  ___________________________________________________________________
 AX2042  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2042
 AX2042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2042
 AX2042.The horizontal coordinates were scaled from a topographic map and have
 AX2042.an estimated accuracy of +/- 6 seconds.
 AX2042
 AX2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2042.The vertical order pertains to the NGVD 29 superseded value.
 AX2042
 AX2042.The geoid height was determined by GEOID03.
 AX2042
 AX2042;                    North         East    Units  Estimated Accuracy
 AX2042;SPC TXSC     - 4,174,920.      720,980.      MT  (+/- 180 meters Scaled)
 AX2042
 AX2042                          SUPERSEDED SURVEY CONTROL
 AX2042
 AX2042  NGVD 29 (??/??/92)  122.46   (m)          401.8    (f) COMPUTED    2 0
 AX2042
 AX2042.Superseded values are not recommended for survey control.
 AX2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2042.See file dsdata.txt to determine how the superseded data were derived.
 AX2042
 AX2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT209535(NAD 83)
 AX2042_MARKER: DB = BENCH MARK DISK
 AX2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2042_STAMPING: J 837 1943
 AX2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2042+STABILITY: SURFACE MOTION
 AX2042
 AX2042  HISTORY     - Date     Condition        Report By
 AX2042  HISTORY     - 1943     MONUMENTED       CGS
 AX2042  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2042
 AX2042                          STATION DESCRIPTION
 AX2042
 AX2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2042'0.5 MI W FROM LEESVILLE.
 AX2042'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 0.5 MI. W. ALONG THE
 AX2042'LEESVILLE-DEWVILLE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT THE
 AX2042'SOUTH END OF A 0.1 MI. JOG IN ROAD, ABOUT 0.5 MI. W. OF THE
 AX2042'INTERSECTION OF STATE HIGHWAY NO. 80, 67 FEET S.W. OF AND ABOUT THE
 AX2042'SAME ELEVATION AS THE CENTERLINE OF ROAD, AND 33.5 FEET S.W. OF A 27
 AX2042'INCH OAK TREE.  IT IS 17.3 FEET W. OF THE CENTERLINE OF A WIRE GATE
 AX2042'AND A FARM ROAD LEADING SOUTH, AND 5 FEET E. OF A RIGHT-OF-WAY FENCE
 AX2042'CORNER.  IT IS 1.0 FOOT N. OF THE FENCE, AND 3 FEET W. OF A 4X4 INCH
 AX2042'WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AX2042
 AX2042                          STATION RECOVERY (2003)
 AX2042
 AX2042'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1675 ***********************************************************************
 AX1675  DESIGNATION -  J 838
 AX1675  PID         -  AX1675
 AX1675  STATE/COUNTY-  TX/DE WITT
 AX1675  USGS QUAD   -  EDGAR (1987)
 AX1675
 AX1675                         *CURRENT SURVEY CONTROL
 AX1675  ___________________________________________________________________
 AX1675* NAD 83(1986)-  29 14 34.     (N)    097 08 44.     (W)     SCALED    
 AX1675* NAVD 88     -        91.57   (+/-2cm)     300.4    (feet)  VERTCON   
 AX1675  ___________________________________________________________________
 AX1675  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1675
 AX1675  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1675
 AX1675.The horizontal coordinates were scaled from a topographic map and have
 AX1675.an estimated accuracy of +/- 6 seconds.
 AX1675
 AX1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1675.The vertical order pertains to the NGVD 29 superseded value.
 AX1675
 AX1675.The geoid height was determined by GEOID03.
 AX1675
 AX1675;                    North         East    Units  Estimated Accuracy
 AX1675;SPC TXSC     - 4,157,630.      780,240.      MT  (+/- 180 meters Scaled)
 AX1675
 AX1675                          SUPERSEDED SURVEY CONTROL
 AX1675
 AX1675  NGVD 29 (??/??/92)   91.565  (m)          300.41   (f) ADJ UNCH    2 0
 AX1675
 AX1675.Superseded values are not recommended for survey control.
 AX1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1675.See file dsdata.txt to determine how the superseded data were derived.
 AX1675
 AX1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT802363(NAD 83)
 AX1675_MARKER: DB = BENCH MARK DISK
 AX1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1675_STAMPING: J 838 1943
 AX1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1675+STABILITY: SURFACE MOTION
 AX1675
 AX1675  HISTORY     - Date     Condition        Report By
 AX1675  HISTORY     - 1943     MONUMENTED       CGS
 AX1675
 AX1675                          STATION DESCRIPTION
 AX1675
 AX1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1675'4.25 MI SE FROM YOAKUM.
 AX1675'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCEED 3.65 MILES
 AX1675'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD
 AX1675'INTERSECTION LEADING SOUTH TO STRATTON, THENCE 0.6 MILE SOUTHERLY TO
 AX1675'SITE OF BENCH MARK.  BENCH MARK IS ON THE OUTSIDE OF A CURVE, 51.0
 AX1675'FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD,
 AX1675'AND 29.0 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF A
 AX1675'SIDE ROAD LEADING WEST.  IT IS 14.0 FEET SOUTH OF A FENCE CORNER, 8.0
 AX1675'FEET SOUTH OF THE CENTERLINE OF A WIRE GATE, 1.2 FEET WEST OF THE
 AX1675'RIGHT-OF-WAY FENCE, AND 3.6 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AX1675'POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1690 ***********************************************************************
 AX1690  DESIGNATION -  J 839
 AX1690  PID         -  AX1690
 AX1690  STATE/COUNTY-  TX/DE WITT
 AX1690  USGS QUAD   -  FORDTRAN (1987)
 AX1690
 AX1690                         *CURRENT SURVEY CONTROL
 AX1690  ___________________________________________________________________
 AX1690* NAD 83(1986)-  29 06 25.     (N)    097 06 57.     (W)     SCALED    
 AX1690* NAVD 88     -        81.20   (+/-2cm)     266.4    (feet)  VERTCON   
 AX1690  ___________________________________________________________________
 AX1690  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX1690
 AX1690  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1690
 AX1690.The horizontal coordinates were scaled from a topographic map and have
 AX1690.an estimated accuracy of +/- 6 seconds.
 AX1690
 AX1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1690.The vertical order pertains to the NGVD 29 superseded value.
 AX1690
 AX1690.The geoid height was determined by GEOID03.
 AX1690
 AX1690;                    North         East    Units  Estimated Accuracy
 AX1690;SPC TXSC     - 4,142,630.      783,370.      MT  (+/- 180 meters Scaled)
 AX1690
 AX1690                          SUPERSEDED SURVEY CONTROL
 AX1690
 AX1690  NGVD 29 (??/??/92)   81.220  (m)          266.47   (f) ADJ UNCH    2 0
 AX1690
 AX1690.Superseded values are not recommended for survey control.
 AX1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1690.See file dsdata.txt to determine how the superseded data were derived.
 AX1690
 AX1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT833213(NAD 83)
 AX1690_MARKER: DB = BENCH MARK DISK
 AX1690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1690_SP_SET: CATTLEGUARD
 AX1690_STAMPING: J 839 1943
 AX1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1690
 AX1690  HISTORY     - Date     Condition        Report By
 AX1690  HISTORY     - 1943     MONUMENTED       CGS
 AX1690  HISTORY     - 1961     GOOD             NGS
 AX1690
 AX1690                          STATION DESCRIPTION
 AX1690
 AX1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1690'14.45 MI S FROM YOAKUM.
 AX1690'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCEED 3.65 MILES
 AX1690'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD
 AX1690'INTERSECTION LEADING SOUTH TO STRATTON, THENCE 6.45 MILES SOUTHERLY TO
 AX1690'A T-ROAD INTERSECTION AT STRATTON, THENCE CONTINUE 2.05 MILE SOUTHERLY
 AX1690'TO A T-ROAD INTERSECTION, THENCE 2.3 MILES WESTERLY TO SITE OF BENCH
 AX1690'MARK.  BENCH MARK IS ON THE OUTSIDE OF A CURVE, 6.5 FEET NORTHWEST OF
 AX1690'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD, AND SET HORIZONTALLY
 AX1690'2.0 FEET FROM THE SOUTHEAST END OF THE NORTHWEST HEADWALL OF A
 AX1690'CONCRETE CATTLE GUARD.
 AX1690
 AX1690                          STATION RECOVERY (1961)
 AX1690
 AX1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AX1690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0113 ***********************************************************************
 CA0113  DESIGNATION -  J 84
 CA0113  PID         -  CA0113
 CA0113  STATE/COUNTY-  TX/LAMPASAS
 CA0113  USGS QUAD   -  ANTELOPE GAP (1979)
 CA0113
 CA0113                         *CURRENT SURVEY CONTROL
 CA0113  ___________________________________________________________________
 CA0113* NAD 83(1986)-  31 15 52.     (N)    098 24 13.     (W)     SCALED    
 CA0113* NAVD 88     -       456.680  (meters)    1498.29   (feet)  ADJUSTED  
 CA0113  ___________________________________________________________________
 CA0113  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CA0113  DYNAMIC HT  -         456.064 (meters)    1496.27  (feet)  COMP
 CA0113  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 CA0113
 CA0113  VERT ORDER  -  FIRST     CLASS II
 CA0113
 CA0113.The horizontal coordinates were scaled from a topographic map and have
 CA0113.an estimated accuracy of +/- 6 seconds.
 CA0113
 CA0113.The orthometric height was determined by differential leveling
 CA0113.and adjusted by the National Geodetic Survey in June 1991..
 CA0113
 CA0113.The geoid height was determined by GEOID03.
 CA0113
 CA0113.The dynamic height is computed by dividing the NAVD 88
 CA0113.geopotential number by the normal gravity value computed on the
 CA0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0113.degrees latitude (g = 980.6199 gals.).
 CA0113
 CA0113.The modeled gravity was interpolated from observed gravity values.
 CA0113
 CA0113;                    North         East    Units  Estimated Accuracy
 CA0113;SPC TX C     - 3,178,720.      883,760.      MT  (+/- 180 meters Scaled)
 CA0113
 CA0113                          SUPERSEDED SURVEY CONTROL
 CA0113
 CA0113  NGVD 29 (??/??/92)  456.570  (m)         1497.93   (f) ADJ UNCH    1 2
 CA0113
 CA0113.Superseded values are not recommended for survey control.
 CA0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0113.See file dsdata.txt to determine how the superseded data were derived.
 CA0113
 CA0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV567590(NAD 83)
 CA0113_MARKER: DB = BENCH MARK DISK
 CA0113_SETTING: 0 = UNSPECIFIED SETTING
 CA0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0113
 CA0113  HISTORY     - Date     Condition        Report By
 CA0113  HISTORY     - UNK      MONUMENTED       CGS
 CA0113  HISTORY     - 1932     GOOD             NGS
 CA0113  HISTORY     - 1958     GOOD             USGS
 CA0113  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0113
 CA0113                          STATION DESCRIPTION
 CA0113
 CA0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0113'2.8 MI NW FROM LOMETA.
 CA0113'2.8 MILES NORTHWEST OF LOMETA ON THE G.C. AND SANTA FE R.R., MARK ON
 CA0113'THE WEST SIDE OF THE TRACK, 50 FEET WEST OF TRACK ON FENCE LINE, 1 3/4
 CA0113'POLES NORTH MILE POLE NO. 295, ON CURVE ON THE G.C. AND SANTA FE R.R.
 CA0113'NOTE-- 52 FT. SW OF SIGNAL POST 2952 39 FT W OF TRACK.
 CA0113
 CA0113                          STATION RECOVERY (1958)
 CA0113
 CA0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CA0113'RECOVERED IN GOOD CONDITION.
 CA0113
 CA0113                          STATION RECOVERY (1983)
 CA0113
 CA0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0113'THERE HAS BEEN GRADING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0172 ***********************************************************************
 AY0172  DESIGNATION -  J 840
 AY0172  PID         -  AY0172
 AY0172  STATE/COUNTY-  TX/GUADALUPE
 AY0172  USGS QUAD   -  NEW BRAUNFELS WEST (1988)
 AY0172
 AY0172                         *CURRENT SURVEY CONTROL
 AY0172  ___________________________________________________________________
 AY0172* NAD 83(1986)-  29 39 43.     (N)    098 11 14.     (W)     SCALED    
 AY0172* NAVD 88     -       204.74   (+/-2cm)     671.7    (feet)  VERTCON   
 AY0172  ___________________________________________________________________
 AY0172  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AY0172
 AY0172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0172
 AY0172.The horizontal coordinates were scaled from a topographic map and have
 AY0172.an estimated accuracy of +/- 6 seconds.
 AY0172
 AY0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0172.The vertical order pertains to the NGVD 29 superseded value.
 AY0172
 AY0172.The geoid height was determined by GEOID03.
 AY0172
 AY0172;                    North         East    Units  Estimated Accuracy
 AY0172;SPC TXSC     - 4,202,930.      678,680.      MT  (+/- 180 meters Scaled)
 AY0172
 AY0172                          SUPERSEDED SURVEY CONTROL
 AY0172
 AY0172  NGVD 29 (??/??/92)  204.628  (m)          671.35   (f) ADJ UNCH    2 0
 AY0172
 AY0172.Superseded values are not recommended for survey control.
 AY0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0172.See file dsdata.txt to determine how the superseded data were derived.
 AY0172
 AY0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT786816(NAD 83)
 AY0172_MARKER: DB = BENCH MARK DISK
 AY0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0172_STAMPING: J 840 1943
 AY0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0172+STABILITY: SURFACE MOTION
 AY0172
 AY0172  HISTORY     - Date     Condition        Report By
 AY0172  HISTORY     - 1943     MONUMENTED       CGS
 AY0172  HISTORY     - 1956     GOOD             NGS
 AY0172  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0172  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0172  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0172
 AY0172                          STATION DESCRIPTION
 AY0172
 AY0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0172'5.5 MI SW FROM NEW BRAUNFELS.
 AY0172'REVISED DESCRIPTION-- TO REACH FROM THE COURTHOUSE IN NEW BRAUNFELS,
 AY0172'FOLLOW U.S. HIGHWAY 81 SOUTHWEST FOR 4-1/2 MILES TO THE VILLAGE OF
 AY0172'SOLMS, PASS THROUGH SOLMO ACROSS A BRIDGE TO FARM ROAD 482 BEARING
 AY0172'RIGHT.  TAKE FARM ROAD 482 AND PROCEED 0.9 MILE TO A T-ROAD ON THE
 AY0172'LEFT.  THE MARK IS IN THE CORNER OF A FIELD, INSIDE THE FENCE CORNER
 AY0172'AT THE JUNCTION, AND ON THE E. A. JARRISCH PROPERTY.  NOTE-- THIS MARK
 AY0172'WAS ORIGINALLY DESCRIBED AS BEING 8.4 MILES NORTHWEST OF MARION.
 AY0172
 AY0172                          STATION RECOVERY (1980)
 AY0172
 AY0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0172'SEARCHED FOR, NOT RECOVERED.
 AY0172
 AY0172                          STATION RECOVERY (1987)
 AY0172
 AY0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0172'MARK NOT FOUND.
 AY0172
 AY0172                          STATION RECOVERY (1999)
 AY0172
 AY0172'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1210 ***********************************************************************
 AX1210  DESIGNATION -  J 842
 AX1210  PID         -  AX1210
 AX1210  STATE/COUNTY-  TX/FAYETTE
 AX1210  USGS QUAD   -  SWISS ALP (1981)
 AX1210
 AX1210                         *CURRENT SURVEY CONTROL
 AX1210  ___________________________________________________________________
 AX1210* NAD 83(1986)-  29 45 52.     (N)    096 58 43.     (W)     SCALED    
 AX1210* NAVD 88     -       109.91   (+/-2cm)     360.6    (feet)  VERTCON   
 AX1210  ___________________________________________________________________
 AX1210  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AX1210
 AX1210  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1210
 AX1210.The horizontal coordinates were scaled from a topographic map and have
 AX1210.an estimated accuracy of +/- 6 seconds.
 AX1210
 AX1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1210.The vertical order pertains to the NGVD 29 superseded value.
 AX1210
 AX1210.The geoid height was determined by GEOID03.
 AX1210
 AX1210;                    North         East    Units  Estimated Accuracy
 AX1210;SPC TXSC     - 4,215,710.      795,460.      MT  (+/- 180 meters Scaled)
 AX1210
 AX1210                          SUPERSEDED SURVEY CONTROL
 AX1210
 AX1210  NGVD 29 (??/??/92)  109.865  (m)          360.45   (f) ADJ UNCH    2 0
 AX1210
 AX1210.Superseded values are not recommended for survey control.
 AX1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1210.See file dsdata.txt to determine how the superseded data were derived.
 AX1210
 AX1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT954943(NAD 83)
 AX1210_MARKER: DB = BENCH MARK DISK
 AX1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1210_STAMPING: J 842 1943
 AX1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1210+STABILITY: SURFACE MOTION
 AX1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1210+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2004
 AX1210
 AX1210  HISTORY     - Date     Condition        Report By
 AX1210  HISTORY     - 1943     MONUMENTED       CGS
 AX1210  HISTORY     - 1990     GOOD             USPSQD
 AX1210  HISTORY     - 19970607 GOOD             USPSQD
 AX1210  HISTORY     - 20041207 GOOD             USPSQD
 AX1210
 AX1210                          STATION DESCRIPTION
 AX1210
 AX1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1210'1.2 MI NW FROM FREYBURG.
 AX1210'TO REACH FROM GLECKLERS STORE AT FEYBURG, PROCEED 0.45 MILE NORTHERLY
 AX1210'ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT T ROAD, THENCE 0.75
 AX1210'MILE WESTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1210'ACROSS THE ROAD FROM AND IN LINE TANGENT WITH A T FENCE ON THE SOUTH
 AX1210'SIDE OF THE ROAD.  IT IS 72.0 YARDS EAST OF THE SOUTHWEST FENCE CORNER
 AX1210'POST OF A FENCE AROUND A GRASS PASTURE, 26.2 FEET NORTH OF AND ABOUT
 AX1210'1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 1.7 FOOT NORTH OF THE NORTH
 AX1210'RIGHT-OF-WAY FENCE AND 2.4 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AX1210'POST.  THE TOP OF THE MONUMENT IS ABOUT THE SAME ELEVATION AS THE
 AX1210'SURFACE OF THE GROUND.
 AX1210
 AX1210                          STATION RECOVERY (1990)
 AX1210
 AX1210'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX1210'RECOVERED IN GOOD CONDITION.
 AX1210
 AX1210                          STATION RECOVERY (1997)
 AX1210
 AX1210'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1210'RECOVERED IN GOOD CONDITION.
 AX1210
 AX1210                          STATION RECOVERY (2004)
 AX1210
 AX1210'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1114 ***********************************************************************
 AX1114  DESIGNATION -  J 843
 AX1114  PID         -  AX1114
 AX1114  STATE/COUNTY-  TX/COLORADO
 AX1114  USGS QUAD   -  COLUMBUS (1981)
 AX1114
 AX1114                         *CURRENT SURVEY CONTROL
 AX1114  ___________________________________________________________________
 AX1114* NAD 83(1986)-  29 40 49.     (N)    096 35 03.     (W)     SCALED    
 AX1114* NAVD 88     -        69.54   (+/-2cm)     228.1    (feet)  VERTCON   
 AX1114  ___________________________________________________________________
 AX1114  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX1114
 AX1114  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1114
 AX1114.The horizontal coordinates were scaled from a topographic map and have
 AX1114.an estimated accuracy of +/- 6 seconds.
 AX1114
 AX1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1114.The vertical order pertains to the NGVD 29 superseded value.
 AX1114
 AX1114.The geoid height was determined by GEOID03.
 AX1114
 AX1114;                    North         East    Units  Estimated Accuracy
 AX1114;SPC TXSC     - 4,207,110.      833,790.      MT  (+/- 180 meters Scaled)
 AX1114
 AX1114                          SUPERSEDED SURVEY CONTROL
 AX1114
 AX1114  NGVD 29 (??/??/92)   69.517  (m)          228.07   (f) ADJ UNCH    2 0
 AX1114
 AX1114.Superseded values are not recommended for survey control.
 AX1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1114.See file dsdata.txt to determine how the superseded data were derived.
 AX1114
 AX1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT337858(NAD 83)
 AX1114_MARKER: DB = BENCH MARK DISK
 AX1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1114_STAMPING: J 843 1943
 AX1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1114+STABILITY: SURFACE MOTION
 AX1114
 AX1114  HISTORY     - Date     Condition        Report By
 AX1114  HISTORY     - 1943     MONUMENTED       CGS
 AX1114  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1114
 AX1114                          STATION DESCRIPTION
 AX1114
 AX1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1114'2.3 MI S FROM GLIDDEN.
 AX1114'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1114'STATION AT GLIDDEN, PROCEED 0.4 MILE EASTERLY ALONG U.S. HIGHWAY NO.
 AX1114'90 TO THE INTERSECTION. OF A GRAVEL ROAD LEADING SOUTH, THENCE 1.9
 AX1114'MILE SOUTHERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX1114'IS 0.2 MILE SOUTH OF A SMALL WOODEN BRIDGE IN THE ROAD.  IT IS 37.0
 AX1114'FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AX1114'ROAD, 15.0 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE AND 2.9 FEET SOUTH
 AX1114'OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AX1114
 AX1114                          STATION RECOVERY (2004)
 AX1114
 AX1114'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1163 ***********************************************************************
 AX1163  DESIGNATION -  J 844
 AX1163  PID         -  AX1163
 AX1163  STATE/COUNTY-  TX/COLORADO
 AX1163  USGS QUAD   -  OAKLAND (1981)
 AX1163
 AX1163                         *CURRENT SURVEY CONTROL
 AX1163  ___________________________________________________________________
 AX1163* NAD 83(1986)-  29 33 38.     (N)    096 45 53.     (W)     SCALED    
 AX1163* NAVD 88     -       101.17   (+/-2cm)     331.9    (feet)  VERTCON   
 AX1163  ___________________________________________________________________
 AX1163  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX1163
 AX1163  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1163
 AX1163.The horizontal coordinates were scaled from a topographic map and have
 AX1163.an estimated accuracy of +/- 6 seconds.
 AX1163
 AX1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1163.The vertical order pertains to the NGVD 29 superseded value.
 AX1163
 AX1163.The geoid height was determined by GEOID03.
 AX1163
 AX1163;                    North         East    Units  Estimated Accuracy
 AX1163;SPC TXSC     - 4,193,490.      816,580.      MT  (+/- 180 meters Scaled)
 AX1163
 AX1163                          SUPERSEDED SURVEY CONTROL
 AX1163
 AX1163  NGVD 29 (??/??/92)  101.15   (m)          331.9    (f) COMPUTED    2 0
 AX1163
 AX1163.Superseded values are not recommended for survey control.
 AX1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1163.See file dsdata.txt to determine how the superseded data were derived.
 AX1163
 AX1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT165721(NAD 83)
 AX1163_MARKER: DB = BENCH MARK DISK
 AX1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1163_STAMPING: J 844 1943
 AX1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1163+STABILITY: SURFACE MOTION
 AX1163
 AX1163  HISTORY     - Date     Condition        Report By
 AX1163  HISTORY     - 1943     MONUMENTED       CGS
 AX1163  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AX1163  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1163
 AX1163                          STATION DESCRIPTION
 AX1163
 AX1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1163'11.75 MI S FROM WEIMAR.
 AX1163'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1163'ALONG U.S. HIGHWAY NO.90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1163'THENCE 11.5 MILES SOUTHERLY ALONG THE SUBLIME ROAD TO AN OPEN FIELD ON
 AX1163'BOTH SIDES OF THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 0.25
 AX1163'MILE SOUTH OF A SHARP CURVE IN THE ROAD.  IT IS 38.0 YARDS SOUTH OF
 AX1163'TWO LARGE OAK TREES IN THE ROAD RIGHT-OF-WAY, 20.7 FEET WEST OF AND
 AX1163'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD AND 3.6 FEET
 AX1163'NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AX1163'FOOT.
 AX1163
 AX1163                          STATION RECOVERY (2002)
 AX1163
 AX1163'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1163'MARK NOT FOUND.
 AX1163
 AX1163                          STATION RECOVERY (2004)
 AX1163
 AX1163'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1164 ***********************************************************************
 AX1164  DESIGNATION -  J 844 RESET 1954
 AX1164  PID         -  AX1164
 AX1164  STATE/COUNTY-  TX/COLORADO
 AX1164  USGS QUAD   -  OAKLAND (1981)
 AX1164
 AX1164                         *CURRENT SURVEY CONTROL
 AX1164  ___________________________________________________________________
 AX1164* NAD 83(1986)-  29 33 39.     (N)    096 45 53.     (W)     SCALED    
 AX1164* NAVD 88     -       101.05   (+/-2cm)     331.5    (feet)  VERTCON   
 AX1164  ___________________________________________________________________
 AX1164  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX1164
 AX1164  VERT ORDER  -  THIRD (See Below)
 AX1164
 AX1164.The horizontal coordinates were scaled from a topographic map and have
 AX1164.an estimated accuracy of +/- 6 seconds.
 AX1164
 AX1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1164.The vertical order pertains to the NGVD 29 superseded value.
 AX1164
 AX1164.The geoid height was determined by GEOID03.
 AX1164
 AX1164;                    North         East    Units  Estimated Accuracy
 AX1164;SPC TXSC     - 4,193,520.      816,580.      MT  (+/- 180 meters Scaled)
 AX1164
 AX1164                          SUPERSEDED SURVEY CONTROL
 AX1164
 AX1164  NGVD 29 (??/??/??)  101.03   (m)          331.5    (f) RESET       3  
 AX1164
 AX1164.Superseded values are not recommended for survey control.
 AX1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1164.See file dsdata.txt to determine how the superseded data were derived.
 AX1164
 AX1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT165722(NAD 83)
 AX1164_MARKER: DB = BENCH MARK DISK
 AX1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1164_STAMPING: J 844 RESET 1954
 AX1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1164+STABILITY: SURFACE MOTION
 AX1164
 AX1164  HISTORY     - Date     Condition        Report By
 AX1164  HISTORY     - 1954     MONUMENTED       TXHD
 AX1164  HISTORY     - 20020811 MARK NOT FOUND   USPSQD
 AX1164  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1164
 AX1164                          STATION DESCRIPTION
 AX1164
 AX1164'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AX1164'7.3 MI N FROM SUBLIME.
 AX1164'IN COLORADO COUNTY, 7.3 MILES NORTH ALONG THE WEIMAR ROAD FROM THE
 AX1164'TEXAS AND NEW ORLEANS RAILROAD STATION AT SUBLIME, LAVACA COUNTY, 5.7
 AX1164'MILES NORTH ALONG FARM-TO-MARKET HIGHWAY 155 FROM THE JUNCTION OF U.S.
 AX1164'HIGHWAY 90 A, 0.25 MILE NORTH OF A TRIPLE 24-INCH PIPE CULVERT, 0.15
 AX1164'MILE SOUTH OF A CURVE TO THE LEFT, AND 48 FEET WEST OF THE CENTER LINE
 AX1164'OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 844 RESET 1954 AND SET IN
 AX1164'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AX1164
 AX1164                          STATION RECOVERY (2002)
 AX1164
 AX1164'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1164'MARK NOT FOUND.
 AX1164
 AX1164                          STATION RECOVERY (2004)
 AX1164
 AX1164'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0970 ***********************************************************************
 AX0970  DESIGNATION -  J 845
 AX0970  PID         -  AX0970
 AX0970  STATE/COUNTY-  TX/LAVACA
 AX0970  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0970
 AX0970                         *CURRENT SURVEY CONTROL
 AX0970  ___________________________________________________________________
 AX0970* NAD 83(1986)-  29 29 11.     (N)    096 55 46.     (W)     SCALED    
 AX0970* NAVD 88     -       101.52   (+/-2cm)     333.1    (feet)  VERTCON   
 AX0970  ___________________________________________________________________
 AX0970  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0970
 AX0970  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0970
 AX0970.The horizontal coordinates were scaled from a topographic map and have
 AX0970.an estimated accuracy of +/- 6 seconds.
 AX0970
 AX0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0970.The vertical order pertains to the NGVD 29 superseded value.
 AX0970
 AX0970.The geoid height was determined by GEOID03.
 AX0970
 AX0970;                    North         East    Units  Estimated Accuracy
 AX0970;SPC TXSC     - 4,184,980.      800,760.      MT  (+/- 180 meters Scaled)
 AX0970
 AX0970                          SUPERSEDED SURVEY CONTROL
 AX0970
 AX0970  NGVD 29 (??/??/92)  101.50   (m)          333.0    (f) COMPUTED    2 0
 AX0970
 AX0970.Superseded values are not recommended for survey control.
 AX0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0970.See file dsdata.txt to determine how the superseded data were derived.
 AX0970
 AX0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT007636(NAD 83)
 AX0970_MARKER: DB = BENCH MARK DISK
 AX0970_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0970_SP_SET: CULVERT
 AX0970_STAMPING: J 845 1943
 AX0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0970
 AX0970  HISTORY     - Date     Condition        Report By
 AX0970  HISTORY     - 1943     MONUMENTED       CGS
 AX0970  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0970
 AX0970                          STATION DESCRIPTION
 AX0970
 AX0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0970'14.55 MI S FROM SCHULENBURG.
 AX0970'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90 AND U.S. HIGHWAY
 AX0970'NO.77 AT SCHULENBURG, PROCEED 14.55 MILES SOUTHERLY ALONG U.S. HIGHWAY
 AX0970'NO.77 TO THE INTERSECTION OF A DIRT ROAD LEADING EAST AND SITE OF
 AX0970'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF
 AX0970'THE NORTH HEADWALL OF A 3X3 FOOT CONCRETE BOX CULVERT UNDER A DIRT
 AX0970'ROAD LEADING EAST.  IT IS 39.1 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE
 AX0970'THE CENTERLINE OF THE HIGHWAY, 12.4 FEET NORTH OF THE CENTERLINE OF A
 AX0970'DIRT ROAD LEADING EAST.  NOTE-- THIS BENCH MARK IS ALSO 3.25 MILES
 AX0970'NORTH OF THE CITY HALL AT HALLETTSVILLE.
 AX0970
 AX0970                          STATION RECOVERY (1997)
 AX0970
 AX0970'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0971 ***********************************************************************
 AX0971  DESIGNATION -  J 845 RESET 1956
 AX0971  PID         -  AX0971
 AX0971  STATE/COUNTY-  TX/LAVACA
 AX0971  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0971
 AX0971                         *CURRENT SURVEY CONTROL
 AX0971  ___________________________________________________________________
 AX0971* NAD 83(1986)-  29 29 11.     (N)    096 55 46.     (W)     SCALED    
 AX0971* NAVD 88     -       101.226  (meters)     332.11   (feet)  ADJUSTED  
 AX0971  ___________________________________________________________________
 AX0971  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0971  DYNAMIC HT  -         101.083 (meters)     331.64  (feet)  COMP
 AX0971  MODELED GRAV-     979,236.8   (mgal)                       NAVD 88
 AX0971
 AX0971  VERT ORDER  -  FIRST     CLASS I
 AX0971
 AX0971.The horizontal coordinates were scaled from a topographic map and have
 AX0971.an estimated accuracy of +/- 6 seconds.
 AX0971
 AX0971.The orthometric height was determined by differential leveling
 AX0971.and adjusted by the National Geodetic Survey in June 1991..
 AX0971
 AX0971.The geoid height was determined by GEOID03.
 AX0971
 AX0971.The dynamic height is computed by dividing the NAVD 88
 AX0971.geopotential number by the normal gravity value computed on the
 AX0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0971.degrees latitude (g = 980.6199 gals.).
 AX0971
 AX0971.The modeled gravity was interpolated from observed gravity values.
 AX0971
 AX0971;                    North         East    Units  Estimated Accuracy
 AX0971;SPC TXSC     - 4,184,980.      800,760.      MT  (+/- 180 meters Scaled)
 AX0971
 AX0971                          SUPERSEDED SURVEY CONTROL
 AX0971
 AX0971  NGVD 29 (??/??/92)  101.213  (m)          332.06   (f) ADJ UNCH    1 1
 AX0971
 AX0971.Superseded values are not recommended for survey control.
 AX0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0971.See file dsdata.txt to determine how the superseded data were derived.
 AX0971
 AX0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT007636(NAD 83)
 AX0971_MARKER: DB = BENCH MARK DISK
 AX0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0971_SP_SET: CULVERT
 AX0971_STAMPING: J 845 RESET 1956
 AX0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0971
 AX0971  HISTORY     - Date     Condition        Report By
 AX0971  HISTORY     - 1956     MONUMENTED       CGS
 AX0971  HISTORY     - 1972     GOOD             NGS
 AX0971  HISTORY     - 1990     GOOD             USPSQD
 AX0971  HISTORY     - 19970607 GOOD             USPSQD
 AX0971
 AX0971                          STATION DESCRIPTION
 AX0971
 AX0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0971'3.15 MI N FROM HALLETTSVILLE.
 AX0971'ABOUT 3.15 MILES NORTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF U.
 AX0971'S. HIGHWAY 90A AT HALLETTSVILLE, AT THE JUNCTION OF A GRAVEL ROAD
 AX0971'LEADING EAST, SET IN THE TOP OF THE CENTER OF A CONCRETE CAP OVER THE
 AX0971'NORTH END OF A 12 INCH PIPE CULVERT UNDER THE GRAVEL ROAD, 65 FEET
 AX0971'WEST OF A FORKED 32-INCH OAK TREE, 39 1/2 FEET SOUTHEAST OF THE CENTER
 AX0971'LINE OF THE HIGHWAY, AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AX0971
 AX0971                          STATION RECOVERY (1990)
 AX0971
 AX0971'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0971'RECOVERED IN GOOD CONDITION.
 AX0971
 AX0971                          STATION RECOVERY (1997)
 AX0971
 AX0971'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1499 ***********************************************************************
 AX1499  DESIGNATION -  J 846
 AX1499  PID         -  AX1499
 AX1499  STATE/COUNTY-  TX/LAVACA
 AX1499  USGS QUAD   -  MOULTON (1981)
 AX1499
 AX1499                         *CURRENT SURVEY CONTROL
 AX1499  ___________________________________________________________________
 AX1499* NAD 83(1986)-  29 33 58.     (N)    097 07 39.     (W)     SCALED    
 AX1499* NAVD 88     -       119.18   (+/-2cm)     391.0    (feet)  VERTCON   
 AX1499  ___________________________________________________________________
 AX1499  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AX1499
 AX1499  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1499
 AX1499.The horizontal coordinates were scaled from a topographic map and have
 AX1499.an estimated accuracy of +/- 6 seconds.
 AX1499
 AX1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1499.The vertical order pertains to the NGVD 29 superseded value.
 AX1499
 AX1499.The geoid height was determined by GEOID03.
 AX1499
 AX1499;                    North         East    Units  Estimated Accuracy
 AX1499;SPC TXSC     - 4,193,490.      781,420.      MT  (+/- 180 meters Scaled)
 AX1499
 AX1499                          SUPERSEDED SURVEY CONTROL
 AX1499
 AX1499  NGVD 29 (??/??/92)  119.145  (m)          390.89   (f) ADJ UNCH    2 0
 AX1499
 AX1499.Superseded values are not recommended for survey control.
 AX1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1499.See file dsdata.txt to determine how the superseded data were derived.
 AX1499
 AX1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT813721(NAD 83)
 AX1499_MARKER: DB = BENCH MARK DISK
 AX1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1499_STAMPING: J 846 1943
 AX1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1499+STABILITY: SURFACE MOTION
 AX1499
 AX1499  HISTORY     - Date     Condition        Report By
 AX1499  HISTORY     - 1943     MONUMENTED       CGS
 AX1499
 AX1499                          STATION DESCRIPTION
 AX1499
 AX1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1499'1.5 MI E FROM MOULTON.
 AX1499'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1499'STATION AT MOULTON, PROCEED 0.45 MILE SOUTHERLY ALONG THE TRACK TO A
 AX1499'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 1.05 MILE EASTERLY ALONG
 AX1499'A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 55.0 YARDS EAST OF A
 AX1499'SMALL WATCH TOWER.  IT IS 34.5 FEET WEST OF A 1.5 FOOT MESQUITE TREE,
 AX1499'34.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1499'THE ROAD AND 2.8 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1499'MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0808 ***********************************************************************
 AX0808  DESIGNATION -  J 847
 AX0808  PID         -  AX0808
 AX0808  STATE/COUNTY-  TX/LAVACA
 AX0808  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0808
 AX0808                         *CURRENT SURVEY CONTROL
 AX0808  ___________________________________________________________________
 AX0808* NAD 83(1986)-  29 28 01.     (N)    096 57 13.     (W)     SCALED    
 AX0808* NAVD 88     -        68.03   (+/-2cm)     223.2    (feet)  VERTCON   
 AX0808  ___________________________________________________________________
 AX0808  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0808
 AX0808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0808
 AX0808.The horizontal coordinates were scaled from a topographic map and have
 AX0808.an estimated accuracy of +/- 6 seconds.
 AX0808
 AX0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0808.The vertical order pertains to the NGVD 29 superseded value.
 AX0808
 AX0808.The geoid height was determined by GEOID03.
 AX0808
 AX0808;                    North         East    Units  Estimated Accuracy
 AX0808;SPC TXSC     - 4,182,780.      798,460.      MT  (+/- 180 meters Scaled)
 AX0808
 AX0808                          SUPERSEDED SURVEY CONTROL
 AX0808
 AX0808  NGVD 29 (??/??/92)   68.02   (m)          223.2    (f) COMPUTED    2 0
 AX0808
 AX0808.Superseded values are not recommended for survey control.
 AX0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0808.See file dsdata.txt to determine how the superseded data were derived.
 AX0808
 AX0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT984614(NAD 83)
 AX0808_MARKER: DB = BENCH MARK DISK
 AX0808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0808_SP_SET: BRIDGE
 AX0808_STAMPING: J 847 1943
 AX0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0808
 AX0808  HISTORY     - Date     Condition        Report By
 AX0808  HISTORY     - 1943     MONUMENTED       CGS
 AX0808
 AX0808                          STATION DESCRIPTION
 AX0808
 AX0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0808'2.55 MI NW FROM HALLETTSVILLE.
 AX0808'TO REACH FROM THE CITY HALL AT HALLETTSVILLE, PROCEED 1.65 MILE
 AX0808'NORTHERLY ALONG U.S. HIGHWAY NO.77 TO THE INTERSECTION OF A DIRT CROSS
 AX0808'ROAD, THENCE 0.9 MILE WESTERLY ALONG A DIRT ROAD TO A CONCRETE BRIDGE
 AX0808'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF
 AX0808'THE SOUTHEAST WINGWALL OF A 16.0 FOOT CONCRETE BRIDGE OVER A CREEK. IT
 AX0808'IS 8.2 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE
 AX0808'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9586 ***********************************************************************
 AA9586  DESIGNATION -  J 847 RESET
 AA9586  PID         -  AA9586
 AA9586  STATE/COUNTY-  TX/LAVACA
 AA9586  USGS QUAD   -  HALLETTSVILLE (1981)
 AA9586
 AA9586                         *CURRENT SURVEY CONTROL
 AA9586  ___________________________________________________________________
 AA9586* NAD 83(1986)-  29 28 02.     (N)    096 57 14.     (W)     SCALED    
 AA9586* NAVD 88     -        70.56   (meters)     231.5    (feet)  RESET     
 AA9586  ___________________________________________________________________
 AA9586  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AA9586
 AA9586  VERT ORDER  -  THIRD
 AA9586
 AA9586.The horizontal coordinates were scaled from a topographic map and have
 AA9586.an estimated accuracy of +/- 6 seconds.
 AA9586
 AA9586.The orthometric height was computed from unverified reset data.
 AA9586
 AA9586.The geoid height was determined by GEOID03.
 AA9586
 AA9586;                    North         East    Units  Estimated Accuracy
 AA9586;SPC TXSC     - 4,182,810.      798,430.      MT  (+/- 180 meters Scaled)
 AA9586
 AA9586                          SUPERSEDED SURVEY CONTROL
 AA9586
 AA9586.No superseded survey control is available for this station.
 AA9586
 AA9586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT984614(NAD 83)
 AA9586_MARKER: DV = VERTICAL CONTROL DISK
 AA9586_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA9586_SP_SET: CULVERT HEADWALL
 AA9586_STAMPING: J 847 RESET 1995
 AA9586_MARK LOGO: NGS   
 AA9586_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9586+STABILITY: SURFACE MOTION
 AA9586
 AA9586  HISTORY     - Date     Condition        Report By
 AA9586  HISTORY     - 1995     MONUMENTED       TXDOT
 AA9586  HISTORY     - 19951025 GOOD             TXDOT
 AA9586  HISTORY     - 19970607 GOOD             USPSQD
 AA9586
 AA9586                          STATION DESCRIPTION
 AA9586
 AA9586'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1995 (CAT)
 AA9586'1.5 MILES (2.4 KM) NORTH ALONG US HIGHWAY 77 FROM THE JUNCTION OF US
 AA9586'HIGHWAY 90A IN HALLETTSVILLE.  0.9 MILES (1.4 KM) WEST AND NORTHWEST
 AA9586'ALONG FARM ROAD 957, 29 FEET (8.8 M) SOUTHWEST OF THE CENTER OF A
 AA9586'CURVE TO THE RIGHT ON FARM ROAD, IN THE SOUTH END OF THE BOX CULVERT
 AA9586'OVER WEST CAMPBELL BRANCH, 2 FEET (0.6 M) BELOW THE SURFACE OF ROAD,
 AA9586'AND 11 FEET (3.4 M) ABOVE THE FLOWLINE OF CREEK.
 AA9586
 AA9586                          STATION RECOVERY (1997)
 AA9586
 AA9586'RECOVERY NOTE BY US POWER SQUADRON 1997
 AA9586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0809 ***********************************************************************
 AX0809  DESIGNATION -  J 847 RESET 1952
 AX0809  PID         -  AX0809
 AX0809  STATE/COUNTY-  TX/LAVACA
 AX0809  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0809
 AX0809                         *CURRENT SURVEY CONTROL
 AX0809  ___________________________________________________________________
 AX0809* NAD 83(1986)-  29 28 02.     (N)    096 57 14.     (W)     SCALED    
 AX0809* NAVD 88     -        68.800  (meters)     225.72   (feet)  ADJUSTED  
 AX0809  ___________________________________________________________________
 AX0809  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0809  DYNAMIC HT  -          68.703 (meters)     225.40  (feet)  COMP
 AX0809  MODELED GRAV-     979,233.9   (mgal)                       NAVD 88
 AX0809
 AX0809  VERT ORDER  -  FIRST     CLASS I
 AX0809
 AX0809.The horizontal coordinates were scaled from a topographic map and have
 AX0809.an estimated accuracy of +/- 6 seconds.
 AX0809
 AX0809.The orthometric height was determined by differential leveling
 AX0809.and adjusted by the National Geodetic Survey in June 1991..
 AX0809
 AX0809.The geoid height was determined by GEOID03.
 AX0809
 AX0809.The dynamic height is computed by dividing the NAVD 88
 AX0809.geopotential number by the normal gravity value computed on the
 AX0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0809.degrees latitude (g = 980.6199 gals.).
 AX0809
 AX0809.The modeled gravity was interpolated from observed gravity values.
 AX0809
 AX0809;                    North         East    Units  Estimated Accuracy
 AX0809;SPC TXSC     - 4,182,810.      798,430.      MT  (+/- 180 meters Scaled)
 AX0809
 AX0809                          SUPERSEDED SURVEY CONTROL
 AX0809
 AX0809  NGVD 29 (??/??/92)   68.790  (m)          225.69   (f) ADJ UNCH    1 1
 AX0809
 AX0809.Superseded values are not recommended for survey control.
 AX0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0809.See file dsdata.txt to determine how the superseded data were derived.
 AX0809
 AX0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT984614(NAD 83)
 AX0809_MARKER: DB = BENCH MARK DISK
 AX0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0809_SP_SET: CULVERT
 AX0809_STAMPING: J 847 RESET 1952
 AX0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0809
 AX0809  HISTORY     - Date     Condition        Report By
 AX0809  HISTORY     - 1952     MONUMENTED       CGS
 AX0809  HISTORY     - 1972     GOOD             NGS
 AX0809  HISTORY     - 1990     GOOD             USPSQD
 AX0809  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0809
 AX0809                          STATION DESCRIPTION
 AX0809
 AX0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0809'2.4 MI NW FROM HALLETTSVILLE.
 AX0809'ABOUT 1.5 MILES NORTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF U.S.
 AX0809'HIGHWAY 90A AT HALLETTSVILLE, THENCE 0.6 MILE WEST ALONG A BLACK TOP
 AX0809'ROAD, THENCE 0.3 MILE NORTHWEST ALONG FARM ROAD 957, 21 FEET SOUTHWEST
 AX0809'OF THE CENTER OF A CURVE IN THE FARM ROAD, SET IN THE TOP OF THE
 AX0809'NORTHWEST END OF A 10-BY-4-FOOT BOX TYPE CULVERT OVER WEST CAMPBELL
 AX0809'BRANCH AND 3 FEET BELOW THE LEVEL OF THE ROAD.
 AX0809
 AX0809                          STATION RECOVERY (1990)
 AX0809
 AX0809'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX0809'RECOVERED IN GOOD CONDITION.
 AX0809
 AX0809                          STATION RECOVERY (1997)
 AX0809
 AX0809'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1774 ***********************************************************************
 AX1774  DESIGNATION -  J 848
 AX1774  PID         -  AX1774
 AX1774  STATE/COUNTY-  TX/GONZALES
 AX1774  USGS QUAD   -  CHEAPSIDE (1987)
 AX1774
 AX1774                         *CURRENT SURVEY CONTROL
 AX1774  ___________________________________________________________________
 AX1774* NAD 83(1986)-  29 17 31.     (N)    097 23 42.     (W)     SCALED    
 AX1774* NAVD 88     -       102.74   (+/-2cm)     337.1    (feet)  VERTCON   
 AX1774  ___________________________________________________________________
 AX1774  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AX1774
 AX1774  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1774
 AX1774.The horizontal coordinates were scaled from a topographic map and have
 AX1774.an estimated accuracy of +/- 6 seconds.
 AX1774
 AX1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1774.The vertical order pertains to the NGVD 29 superseded value.
 AX1774
 AX1774.The geoid height was determined by GEOID03.
 AX1774
 AX1774;                    North         East    Units  Estimated Accuracy
 AX1774;SPC TXSC     - 4,162,720.      755,920.      MT  (+/- 180 meters Scaled)
 AX1774
 AX1774                          SUPERSEDED SURVEY CONTROL
 AX1774
 AX1774  NGVD 29 (??/??/92)  102.722  (m)          337.01   (f) ADJ UNCH    2 0
 AX1774
 AX1774.Superseded values are not recommended for survey control.
 AX1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1774.See file dsdata.txt to determine how the superseded data were derived.
 AX1774
 AX1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT558414(NAD 83)
 AX1774_MARKER: DB = BENCH MARK DISK
 AX1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1774_STAMPING: J 848 1943
 AX1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1774+STABILITY: SURFACE MOTION
 AX1774
 AX1774  HISTORY     - Date     Condition        Report By
 AX1774  HISTORY     - 1943     MONUMENTED       CGS
 AX1774
 AX1774                          STATION DESCRIPTION
 AX1774
 AX1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1774'1.2 MI N FROM CHEAPSIDE.
 AX1774'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 0.2 MILE N. ALONG A DIRT
 AX1774'ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING NORTH, 1 MILE NORTH
 AX1774'ALONG A DIRT ROAD TO THE TOP OF A HILL AND SITE OF BENCH MARK.  BENCH
 AX1774'MARK IS 76.8 FEET EAST OF THE CENTERLINE OF THE CONCRETE CASING OF AN
 AX1774'OLD WELL.  IT IS 24 FEET NORTHWEST OF AND ABOUT 1.5 FOOT ABOVE THE
 AX1774'CENTERLINE OF THE ROAD AND 2.9 FEET NORTHEAST OF A 4X4 INCH WHITE
 AX1774'WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2106 ***********************************************************************
 AX2106  DESIGNATION -  J 849
 AX2106  PID         -  AX2106
 AX2106  STATE/COUNTY-  TX/GONZALES
 AX2106  USGS QUAD   -  PILGRIM (1987)
 AX2106
 AX2106                         *CURRENT SURVEY CONTROL
 AX2106  ___________________________________________________________________
 AX2106* NAD 83(1986)-  29 19 57.     (N)    097 36 23.     (W)     SCALED    
 AX2106* NAVD 88     -        91.19   (+/-2cm)     299.2    (feet)  VERTCON   
 AX2106  ___________________________________________________________________
 AX2106  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AX2106
 AX2106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2106
 AX2106.The horizontal coordinates were scaled from a topographic map and have
 AX2106.an estimated accuracy of +/- 6 seconds.
 AX2106
 AX2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2106.The vertical order pertains to the NGVD 29 superseded value.
 AX2106
 AX2106.The geoid height was determined by GEOID03.
 AX2106
 AX2106;                    North         East    Units  Estimated Accuracy
 AX2106;SPC TXSC     - 4,166,950.      735,330.      MT  (+/- 180 meters Scaled)
 AX2106
 AX2106                          SUPERSEDED SURVEY CONTROL
 AX2106
 AX2106  NGVD 29 (??/??/92)   91.162  (m)          299.09   (f) ADJ UNCH    2 0
 AX2106
 AX2106.Superseded values are not recommended for survey control.
 AX2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2106.See file dsdata.txt to determine how the superseded data were derived.
 AX2106
 AX2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT353456(NAD 83)
 AX2106_MARKER: DB = BENCH MARK DISK
 AX2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2106_STAMPING: J 849 1943
 AX2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2106+STABILITY: SURFACE MOTION
 AX2106
 AX2106  HISTORY     - Date     Condition        Report By
 AX2106  HISTORY     - 1943     MONUMENTED       CGS
 AX2106  HISTORY     - 1961     MARK NOT FOUND   USGS
 AX2106
 AX2106                          STATION DESCRIPTION
 AX2106
 AX2106'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AX2106'4.1 MI SW FROM WRIGHTSBORO.
 AX2106'TO REACH FROM THE P.O. AT WRIGHTSBORO, PROCEED 4.1 MI. S.W. ALONG
 AX2106'GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 76 FEET E. OF R.E.A.
 AX2106'CO-OP POLE NO. 5/154.  IT IS 24 FEET N.W. OF AND ABOUT THE SAME
 AX2106'ELEVATION AS THE CENTERLINE OF THE ROAD, 2.8 FEET N.W. OF A TELEPHONE
 AX2106'POLE AND 2.5 FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX2106'MONUMENT PROJECTS 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0272 ***********************************************************************
 CA0272  DESIGNATION -  J 85
 CA0272  PID         -  CA0272
 CA0272  STATE/COUNTY-  TX/BROWN
 CA0272  USGS QUAD   -  ZEPHYR (1979)
 CA0272
 CA0272                         *CURRENT SURVEY CONTROL
 CA0272  ___________________________________________________________________
 CA0272* NAD 83(1986)-  31 42 01.     (N)    098 51 02.     (W)     SCALED    
 CA0272* NAVD 88     -       460.926  (meters)    1512.22   (feet)  ADJUSTED  
 CA0272  ___________________________________________________________________
 CA0272  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CA0272  DYNAMIC HT  -         460.326 (meters)    1510.25  (feet)  COMP
 CA0272  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 CA0272
 CA0272  VERT ORDER  -  FIRST     CLASS II
 CA0272
 CA0272.The horizontal coordinates were scaled from a topographic map and have
 CA0272.an estimated accuracy of +/- 6 seconds.
 CA0272
 CA0272.The orthometric height was determined by differential leveling
 CA0272.and adjusted by the National Geodetic Survey in June 1991..
 CA0272
 CA0272.The geoid height was determined by GEOID03.
 CA0272
 CA0272.The dynamic height is computed by dividing the NAVD 88
 CA0272.geopotential number by the normal gravity value computed on the
 CA0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0272.degrees latitude (g = 980.6199 gals.).
 CA0272
 CA0272.The modeled gravity was interpolated from observed gravity values.
 CA0272
 CA0272;                    North         East    Units  Estimated Accuracy
 CA0272;SPC TX C     - 3,226,380.      840,560.      MT  (+/- 180 meters Scaled)
 CA0272
 CA0272                          SUPERSEDED SURVEY CONTROL
 CA0272
 CA0272  NGVD 29 (??/??/92)  460.827  (m)         1511.90   (f) ADJ UNCH    1 2
 CA0272
 CA0272.Superseded values are not recommended for survey control.
 CA0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0272.See file dsdata.txt to determine how the superseded data were derived.
 CA0272
 CA0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA141072(NAD 83)
 CA0272_MARKER: DB = BENCH MARK DISK
 CA0272_SETTING: 0 = UNSPECIFIED SETTING
 CA0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0272
 CA0272  HISTORY     - Date     Condition        Report By
 CA0272  HISTORY     - UNK      MONUMENTED       CGS
 CA0272  HISTORY     - 1932     GOOD             NGS
 CA0272  HISTORY     - 1976     MARK NOT FOUND   USGS
 CA0272  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0272
 CA0272                          STATION DESCRIPTION
 CA0272
 CA0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0272'8.4 MI S FROM BROWNWOOD.
 CA0272'8.4 MILES SOUTH OF THE STATION AT BROWNWOOD.  ON THE G.C. AND SANTA FE
 CA0272'R.R., 50 FEET NORTH OF THE TRACK ON THE FENCE LINE, 15 FEET SOUTH OF
 CA0272'THE ROAD, 3/4 POLE EAST OF MILE POLE NO. 340, 1 1/4 POLES WEST OF IRON
 CA0272'PIPE CULVERT NO. 339-C.
 CA0272
 CA0272                          STATION RECOVERY (1976)
 CA0272
 CA0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CA0272'MARK NOT FOUND.
 CA0272
 CA0272                          STATION RECOVERY (1983)
 CA0272
 CA0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0367 ***********************************************************************
 AX0367  DESIGNATION -  J 850
 AX0367  PID         -  AX0367
 AX0367  STATE/COUNTY-  TX/WHARTON
 AX0367  USGS QUAD   -  BONUS (1981)
 AX0367
 AX0367                         *CURRENT SURVEY CONTROL
 AX0367  ___________________________________________________________________
 AX0367* NAD 83(1986)-  29 27 06.     (N)    096 16 53.     (W)     SCALED    
 AX0367* NAVD 88     -        44.11   (+/-2cm)     144.7    (feet)  VERTCON   
 AX0367  ___________________________________________________________________
 AX0367  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0367
 AX0367  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0367
 AX0367.The horizontal coordinates were scaled from a topographic map and have
 AX0367.an estimated accuracy of +/- 6 seconds.
 AX0367
 AX0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0367.The vertical order pertains to the NGVD 29 superseded value.
 AX0367
 AX0367.The geoid height was determined by GEOID03.
 AX0367
 AX0367;                    North         East    Units  Estimated Accuracy
 AX0367;SPC TXSC     - 4,182,420.      863,680.      MT  (+/- 180 meters Scaled)
 AX0367
 AX0367                          SUPERSEDED SURVEY CONTROL
 AX0367
 AX0367  NGVD 29 (??/??/92)   44.102  (m)          144.69   (f) ADJ UNCH    2 0
 AX0367
 AX0367.Superseded values are not recommended for survey control.
 AX0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0367.See file dsdata.txt to determine how the superseded data were derived.
 AX0367
 AX0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT636611(NAD 83)
 AX0367_MARKER: DB = BENCH MARK DISK
 AX0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0367_STAMPING: J 859 1943
 AX0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0367+STABILITY: SURFACE MOTION
 AX0367
 AX0367  HISTORY     - Date     Condition        Report By
 AX0367  HISTORY     - 1943     MONUMENTED       CGS
 AX0367
 AX0367                          STATION DESCRIPTION
 AX0367
 AX0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0367'IN BONUS.
 AX0367'AT BONUS, SET IN THE NORTHWEST QUARTER OF THE PUBLIC ROAD CROSSING,
 AX0367'ABOUT 105 FEET NORTHWEST OF THE STATION, AT THE SOUTHEAST CORNER OF
 AX0367'YELLOW HOUSE YARD, - LINE OF THE COUNTY ROAD LEADING WEST, 4.6 FEET
 AX0367'WEST OF POLE NO. 148, 1.9 FEET SOUTH OF THE PANEL FENCE, 1.7 FEET WEST
 AX0367'OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 AX0367'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0471 ***********************************************************************
 AX0471  DESIGNATION -  J 851
 AX0471  PID         -  AX0471
 AX0471  STATE/COUNTY-  TX/WHARTON
 AX0471  USGS QUAD   -  GLEN FLORA (1980)
 AX0471
 AX0471                         *CURRENT SURVEY CONTROL
 AX0471  ___________________________________________________________________
 AX0471* NAD 83(1986)-  29 19 51.     (N)    096 13 06.     (W)     SCALED    
 AX0471* NAVD 88     -        37.00   (+/-2cm)     121.4    (feet)  VERTCON   
 AX0471  ___________________________________________________________________
 AX0471  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0471
 AX0471  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0471
 AX0471.The horizontal coordinates were scaled from a topographic map and have
 AX0471.an estimated accuracy of +/- 6 seconds.
 AX0471
 AX0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0471.The vertical order pertains to the NGVD 29 superseded value.
 AX0471
 AX0471.The geoid height was determined by GEOID03.
 AX0471
 AX0471;                    North         East    Units  Estimated Accuracy
 AX0471;SPC TXSC     - 4,169,180.      870,110.      MT  (+/- 180 meters Scaled)
 AX0471
 AX0471                          SUPERSEDED SURVEY CONTROL
 AX0471
 AX0471  NGVD 29 (??/??/92)   36.996  (m)          121.38   (f) ADJ UNCH    2 0
 AX0471
 AX0471.Superseded values are not recommended for survey control.
 AX0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0471.See file dsdata.txt to determine how the superseded data were derived.
 AX0471
 AX0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT701478(NAD 83)
 AX0471_MARKER: DB = BENCH MARK DISK
 AX0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0471_STAMPING: J-851 1943
 AX0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0471+STABILITY: SURFACE MOTION
 AX0471
 AX0471  HISTORY     - Date     Condition        Report By
 AX0471  HISTORY     - 1943     MONUMENTED       CGS
 AX0471
 AX0471                          STATION DESCRIPTION
 AX0471
 AX0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0471'2.2 MI SW FROM GLENFLORA.
 AX0471'2.2 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 AX0471'GLENFLORA, SET AT A T ROAD, ABOUT 300 FEET SOUTH OF A Y ROAD, 46 FEET
 AX0471'WEST OF THE CENTER-LINE OF THE MAIN ROAD, 20 FEET SOUTH OF THE
 AX0471'CENTER-LINE OF THE PRIVATE ROAD LEADING WEST TO HOUSE, 5 FEET
 AX0471'NORTHWEST OF THE CORNER FENCE POST, 2 FEET NORTH OF THE FENCE, 1.6
 AX0471'FEET EAST OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE
 AX0471'POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0502 ***********************************************************************
 AX0502  DESIGNATION -  J 852
 AX0502  PID         -  AX0502
 AX0502  STATE/COUNTY-  TX/WHARTON
 AX0502  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0502
 AX0502                         *CURRENT SURVEY CONTROL
 AX0502  ___________________________________________________________________
 AX0502* NAD 83(1986)-  29 13 46.     (N)    096 24 45.     (W)     SCALED    
 AX0502* NAVD 88     -        32.89   (+/-2cm)     107.9    (feet)  VERTCON   
 AX0502  ___________________________________________________________________
 AX0502  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0502
 AX0502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0502
 AX0502.The horizontal coordinates were scaled from a topographic map and have
 AX0502.an estimated accuracy of +/- 6 seconds.
 AX0502
 AX0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0502.The vertical order pertains to the NGVD 29 superseded value.
 AX0502
 AX0502.The geoid height was determined by GEOID03.
 AX0502
 AX0502;                    North         East    Units  Estimated Accuracy
 AX0502;SPC TXSC     - 4,157,510.      851,510.      MT  (+/- 180 meters Scaled)
 AX0502
 AX0502                          SUPERSEDED SURVEY CONTROL
 AX0502
 AX0502  NGVD 29 (??/??/92)   32.889  (m)          107.90   (f) ADJ UNCH    2 0
 AX0502
 AX0502.Superseded values are not recommended for survey control.
 AX0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0502.See file dsdata.txt to determine how the superseded data were derived.
 AX0502
 AX0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT515361(NAD 83)
 AX0502_MARKER: DB = BENCH MARK DISK
 AX0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0502_STAMPING: J-852 1943
 AX0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0502+STABILITY: SURFACE MOTION
 AX0502
 AX0502  HISTORY     - Date     Condition        Report By
 AX0502  HISTORY     - 1943     MONUMENTED       CGS
 AX0502
 AX0502                          STATION DESCRIPTION
 AX0502
 AX0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0502'9.7 MI N FROM LOUISE.
 AX0502'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE STATION AT
 AX0502'LOUISE, THENCE 8.2 MILES NORTH ALONG THE COUNTY ROAD, THENCE 1.0 MILE
 AX0502'WEST ALONG COUNTY ROAD, SET AT A T ROAD LEADING NORTH , 56 FEET WEST
 AX0502'OF THE CENTER-LINE OF A PRIVATE ROAD LEADING SOUTH TO FARM HOUSE,35.4
 AX0502'FEET SOUTH OF CENTER-LINE OF THE MAIN ROAD, 48 FEET WEST OF THE WEST
 AX0502'GATE POST, 3.5 FEET SOUTHEAST OF THE 3-WAY CORNER FENCE POST, 2 FEET
 AX0502'NORTH OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE
 AX0502'POST PROJECTING ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0728 ***********************************************************************
 AX0728  DESIGNATION -  J 853
 AX0728  PID         -  AX0728
 AX0728  STATE/COUNTY-  TX/COLORADO
 AX0728  USGS QUAD   -  SHERIDAN SE (1981)
 AX0728
 AX0728                         *CURRENT SURVEY CONTROL
 AX0728  ___________________________________________________________________
 AX0728* NAD 83(1986)-  29 16 30.     (N)    096 34 22.     (W)     SCALED    
 AX0728* NAVD 88     -        40.40   (+/-2cm)     132.5    (feet)  VERTCON   
 AX0728  ___________________________________________________________________
 AX0728  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0728
 AX0728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0728
 AX0728.The horizontal coordinates were scaled from a topographic map and have
 AX0728.an estimated accuracy of +/- 6 seconds.
 AX0728
 AX0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0728.The vertical order pertains to the NGVD 29 superseded value.
 AX0728
 AX0728.The geoid height was determined by GEOID03.
 AX0728
 AX0728;                    North         East    Units  Estimated Accuracy
 AX0728;SPC TXSC     - 4,162,220.      835,830.      MT  (+/- 180 meters Scaled)
 AX0728
 AX0728                          SUPERSEDED SURVEY CONTROL
 AX0728
 AX0728  NGVD 29 (??/??/92)   40.397  (m)          132.54   (f) ADJ UNCH    2 0
 AX0728
 AX0728.Superseded values are not recommended for survey control.
 AX0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0728.See file dsdata.txt to determine how the superseded data were derived.
 AX0728
 AX0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT358408(NAD 83)
 AX0728_MARKER: DB = BENCH MARK DISK
 AX0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0728_STAMPING: J 853 1943
 AX0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0728+STABILITY: SURFACE MOTION
 AX0728
 AX0728  HISTORY     - Date     Condition        Report By
 AX0728  HISTORY     - 1943     MONUMENTED       CGS
 AX0728  HISTORY     - 1965     POOR             USGS
 AX0728
 AX0728                          STATION DESCRIPTION
 AX0728
 AX0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0728'4 MI SE FROM PROVIDENT CITY.
 AX0728'4 MI. S.E. ALONG THE COUNTY ROAD FROM THE P.O. AT PROVIDENT CITY, SET
 AX0728'AT A T ROAD, 24 FEET W. OF THE CENTERLINE OF THE MAIN ROAD, 16 FEET N.
 AX0728'OF THE CENTERLINE OF THE PRIVATE ROAD LEADING W. TO THE FARM HOUSE,
 AX0728'10.7 FEET N. OF THE N. GATE POST, 1.7 FEET E. OF THE FENCE, 1.6 FEET
 AX0728'N. OF REFERENCE POST.  PROJECTS 0.3 FOOT.
 AX0728
 AX0728                          STATION RECOVERY (1965)
 AX0728
 AX0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX0728'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0880 ***********************************************************************
 AX0880  DESIGNATION -  J 854
 AX0880  PID         -  AX0880
 AX0880  STATE/COUNTY-  TX/JACKSON
 AX0880  USGS QUAD   -  GANADO (1981)
 AX0880
 AX0880                         *CURRENT SURVEY CONTROL
 AX0880  ___________________________________________________________________
 AX0880* NAD 83(1986)-  29 04 07.     (N)    096 32 23.     (W)     SCALED    
 AX0880* NAVD 88     -        21.82   (+/-2cm)      71.6    (feet)  VERTCON   
 AX0880  ___________________________________________________________________
 AX0880  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0880
 AX0880  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0880
 AX0880.The horizontal coordinates were scaled from a topographic map and have
 AX0880.an estimated accuracy of +/- 6 seconds.
 AX0880
 AX0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0880.The vertical order pertains to the NGVD 29 superseded value.
 AX0880
 AX0880.The geoid height was determined by GEOID03.
 AX0880
 AX0880;                    North         East    Units  Estimated Accuracy
 AX0880;SPC TXSC     - 4,139,420.      839,520.      MT  (+/- 180 meters Scaled)
 AX0880
 AX0880                          SUPERSEDED SURVEY CONTROL
 AX0880
 AX0880  NGVD 29 (??/??/92)   21.829  (m)           71.62   (f) ADJ UNCH    2 0
 AX0880
 AX0880.Superseded values are not recommended for survey control.
 AX0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0880.See file dsdata.txt to determine how the superseded data were derived.
 AX0880
 AX0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT395180(NAD 83)
 AX0880_MARKER: DB = BENCH MARK DISK
 AX0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0880_STAMPING: J 854 1943
 AX0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0880+STABILITY: SURFACE MOTION
 AX0880
 AX0880  HISTORY     - Date     Condition        Report By
 AX0880  HISTORY     - 1943     MONUMENTED       CGS
 AX0880  HISTORY     - 1972     GOOD             NGS
 AX0880  HISTORY     - 19980725 GOOD             USPSQD
 AX0880
 AX0880                          STATION DESCRIPTION
 AX0880
 AX0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0880'3.20 MI NW FROM GANADO.
 AX0880'ABOUT 1.9 MILES NORTH ALONG FARM TO MARKET ROAD NO. 710 FROM THE
 AX0880'INTERSECTION OF U. S. HIGHWAY 59 AT GANADO, THENCE 1.3 MILES WEST
 AX0880'ALONG MATUS ROAD, AT THE JUNCTION OF THELLMANN ROAD LEADING NORTH,
 AX0880'0.65 MILE EAST OF THE JUNCTION OF CORDELE ROAD, 23 FEET SOUTH OF THE
 AX0880'CENTER LINE OF MATUS ROAD, 6 FEET EAST OF THE EXTENDED CENTER LINE OF
 AX0880'THELLMANN ROAD, 4.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, 21 FEET
 AX0880'NORTHEAST OF BM K 1193 DESCRIBED, 1.4 FEET EAST OF A METAL WITNESS
 AX0880'POST, 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 AX0880'CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.  NOTE-- MARK IS
 AX0880'LEANING TO THE NORTH AND NEAR A DITCH.
 AX0880
 AX0880                          STATION RECOVERY (1998)
 AX0880
 AX0880'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1916 ***********************************************************************
 AX1916  DESIGNATION -  J 856
 AX1916  PID         -  AX1916
 AX1916  STATE/COUNTY-  TX/KARNES
 AX1916  USGS QUAD   -  GILLETT (1987)
 AX1916
 AX1916                         *CURRENT SURVEY CONTROL
 AX1916  ___________________________________________________________________
 AX1916* NAD 83(1986)-  29 10 05.     (N)    097 45 54.     (W)     SCALED    
 AX1916* NAVD 88     -       116.90   (+/-2cm)     383.5    (feet)  VERTCON   
 AX1916  ___________________________________________________________________
 AX1916  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AX1916
 AX1916  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1916
 AX1916.The horizontal coordinates were scaled from a topographic map and have
 AX1916.an estimated accuracy of +/- 6 seconds.
 AX1916
 AX1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1916.The vertical order pertains to the NGVD 29 superseded value.
 AX1916
 AX1916.The geoid height was determined by GEOID03.
 AX1916
 AX1916;                    North         East    Units  Estimated Accuracy
 AX1916;SPC TXSC     - 4,148,560.      720,120.      MT  (+/- 180 meters Scaled)
 AX1916
 AX1916                          SUPERSEDED SURVEY CONTROL
 AX1916
 AX1916  NGVD 29 (??/??/92)  116.863  (m)          383.41   (f) ADJ UNCH    2 0
 AX1916
 AX1916.Superseded values are not recommended for survey control.
 AX1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1916.See file dsdata.txt to determine how the superseded data were derived.
 AX1916
 AX1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT200272(NAD 83)
 AX1916_MARKER: DB = BENCH MARK DISK
 AX1916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1916_SP_SET: CULVERT
 AX1916_STAMPING: J 856 1943
 AX1916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1916
 AX1916  HISTORY     - Date     Condition        Report By
 AX1916  HISTORY     - 1943     MONUMENTED       CGS
 AX1916
 AX1916                          STATION DESCRIPTION
 AX1916
 AX1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1916'3.05 MI N FROM GILLETT.
 AX1916'TO REACH FROM THE FOUR CORNERS AT GILLETT, PROCEED 3.05 MILES
 AX1916'NORTHERLY ALONG STATE HIGHWAY NO. 80 TO A CONCRETE CULVERT AND SITE OF
 AX1916'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH
 AX1916'END OF THE WEST HEADWALL OF A 5X6 FOOT CONCRETE BOX CULVERT UNDER THE
 AX1916'HIGHWAY.  IT IS 14.4 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE
 AX1916'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1917 ***********************************************************************
 AX1917  DESIGNATION -  J 856 RESET 1971
 AX1917  PID         -  AX1917
 AX1917  STATE/COUNTY-  TX/KARNES
 AX1917  USGS QUAD   -  GILLETT (1987)
 AX1917
 AX1917                         *CURRENT SURVEY CONTROL
 AX1917  ___________________________________________________________________
 AX1917* NAD 83(1986)-  29 10 05.     (N)    097 45 54.     (W)     SCALED    
 AX1917* NAVD 88     -       116.65   (+/-2cm)     382.7    (feet)  VERTCON   
 AX1917  ___________________________________________________________________
 AX1917  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AX1917
 AX1917  VERT ORDER  -  THIRD (See Below)
 AX1917
 AX1917.The horizontal coordinates were scaled from a topographic map and have
 AX1917.an estimated accuracy of +/- 6 seconds.
 AX1917
 AX1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1917.The vertical order pertains to the NGVD 29 superseded value.
 AX1917
 AX1917.The geoid height was determined by GEOID03.
 AX1917
 AX1917;                    North         East    Units  Estimated Accuracy
 AX1917;SPC TXSC     - 4,148,560.      720,120.      MT  (+/- 180 meters Scaled)
 AX1917
 AX1917                          SUPERSEDED SURVEY CONTROL
 AX1917
 AX1917  NGVD 29 (01/29/03)  116.61   (m)          382.6    (f) RESET       3  
 AX1917
 AX1917.Superseded values are not recommended for survey control.
 AX1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1917.See file dsdata.txt to determine how the superseded data were derived.
 AX1917
 AX1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT200272(NAD 83)
 AX1917_MARKER: DB = BENCH MARK DISK
 AX1917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1917_SP_SET: CULVERT
 AX1917_STAMPING: J 856 RESET 1971
 AX1917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1917+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AX1917
 AX1917  HISTORY     - Date     Condition        Report By
 AX1917  HISTORY     - 1971     MONUMENTED       TXHD
 AX1917  HISTORY     - 1972     GOOD             TXHD
 AX1917  HISTORY     - 20040815 GOOD             USPSQD
 AX1917  HISTORY     - 20040917 GOOD             USPSQD
 AX1917
 AX1917                          STATION DESCRIPTION
 AX1917
 AX1917'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1917'2.8 MI N FROM GILLETT.
 AX1917'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE INTERSECTION OF
 AX1917'STATE HIGHWAY 119 IN GILLETT, KARNES COUNTY, IN THE TOP OF THE WEST
 AX1917'HEADWALL OF A 6- BY 3- FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 AX1917'AND ABOUT THREE FEET BELOW THE HIGHWAY.
 AX1917
 AX1917                          STATION RECOVERY (2004)
 AX1917
 AX1917'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX1917'RECOVERED IN GOOD CONDITION.
 AX1917
 AX1917                          STATION RECOVERY (2004)
 AX1917
 AX1917'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AX1917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1943 ***********************************************************************
 AX1943  DESIGNATION -  J 857
 AX1943  PID         -  AX1943
 AX1943  STATE/COUNTY-  TX/KARNES
 AX1943  USGS QUAD   -  GARFIELD (1987)
 AX1943
 AX1943                         *CURRENT SURVEY CONTROL
 AX1943  ___________________________________________________________________
 AX1943* NAD 83(1986)-  29 06 46.     (N)    097 44 25.     (W)     SCALED    
 AX1943* NAVD 88     -       119.74   (+/-2cm)     392.8    (feet)  VERTCON   
 AX1943  ___________________________________________________________________
 AX1943  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AX1943
 AX1943  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1943
 AX1943.The horizontal coordinates were scaled from a topographic map and have
 AX1943.an estimated accuracy of +/- 6 seconds.
 AX1943
 AX1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1943.The vertical order pertains to the NGVD 29 superseded value.
 AX1943
 AX1943.The geoid height was determined by GEOID03.
 AX1943
 AX1943;                    North         East    Units  Estimated Accuracy
 AX1943;SPC TXSC     - 4,142,460.      722,590.      MT  (+/- 180 meters Scaled)
 AX1943
 AX1943                          SUPERSEDED SURVEY CONTROL
 AX1943
 AX1943  NGVD 29 (??/??/92)  119.703  (m)          392.73   (f) ADJ UNCH    2 0
 AX1943
 AX1943.Superseded values are not recommended for survey control.
 AX1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1943.See file dsdata.txt to determine how the superseded data were derived.
 AX1943
 AX1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT225211(NAD 83)
 AX1943_MARKER: DB = BENCH MARK DISK
 AX1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1943_STAMPING: J 857 1943
 AX1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1943+STABILITY: SURFACE MOTION
 AX1943
 AX1943  HISTORY     - Date     Condition        Report By
 AX1943  HISTORY     - 1943     MONUMENTED       CGS
 AX1943
 AX1943                          STATION DESCRIPTION
 AX1943
 AX1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1943'3.05 MI E FROM GILLETT.
 AX1943'TO REACH FROM THE FOUR CORNERS AT GILLETT, PROCEED 3.05 MILES EASTERLY
 AX1943'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.1 MILE EAST
 AX1943'OF A SMALL WOODEN BRIDGE IN THE ROAD.  IT IS 0.05 MILE WEST OF A CURVE
 AX1943'IN THE ROAD, 37.4 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE THE
 AX1943'CENTERLINE OF THE ROAD AND 3.4 FEET EAST OF A 4X4 INCH WHITE WOODEN
 AX1943'MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1629 ***********************************************************************
 AN1629  DESIGNATION -  J 858
 AN1629  PID         -  AN1629
 AN1629  STATE/COUNTY-  TX/DE WITT
 AN1629  USGS QUAD   -  RUNGE (1987)
 AN1629
 AN1629                         *CURRENT SURVEY CONTROL
 AN1629  ___________________________________________________________________
 AN1629* NAD 83(1986)-  28 56 09.     (N)    097 38 42.     (W)     SCALED    
 AN1629* NAVD 88     -       120.13   (+/-2cm)     394.1    (feet)  VERTCON   
 AN1629  ___________________________________________________________________
 AN1629  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AN1629
 AN1629  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1629
 AN1629.The horizontal coordinates were scaled from a topographic map and have
 AN1629.an estimated accuracy of +/- 6 seconds.
 AN1629
 AN1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1629.The vertical order pertains to the NGVD 29 superseded value.
 AN1629
 AN1629.The geoid height was determined by GEOID03.
 AN1629
 AN1629;                    North         East    Units  Estimated Accuracy
 AN1629;SPC TXSC     - 4,122,950.      732,090.      MT  (+/- 180 meters Scaled)
 AN1629
 AN1629                          SUPERSEDED SURVEY CONTROL
 AN1629
 AN1629  NGVD 29 (??/??/92)  120.112  (m)          394.07   (f) ADJ UNCH    2 0
 AN1629
 AN1629.Superseded values are not recommended for survey control.
 AN1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1629.See file dsdata.txt to determine how the superseded data were derived.
 AN1629
 AN1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT320016(NAD 83)
 AN1629_MARKER: DB = BENCH MARK DISK
 AN1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1629_STAMPING: J 858 1943
 AN1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1629+STABILITY: SURFACE MOTION
 AN1629
 AN1629  HISTORY     - Date     Condition        Report By
 AN1629  HISTORY     - 1943     MONUMENTED       CGS
 AN1629  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN1629
 AN1629                          STATION DESCRIPTION
 AN1629
 AN1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1629'0.9 MI W FROM NORDHEIM.
 AN1629'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 AN1629'NORDHEIM, DE WITT COUNTY, THENCE ABOUT 2.0 MILES NORTHWEST ALONG A
 AN1629'DIRT ROAD.  ABOUT 0.25 MILE SOUTHEAST OF THE JUNCTION OF A DIRT ROAD
 AN1629'LEADING NORTHEAST, 25.2 FEET SOUTHEAST OF A T-CORNER FENCE POST, 20.4
 AN1629'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.4 FEET NORTHWEST OF A
 AN1629'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 AN1629'DISK, STAMPED J 858 1943 AND SET IN THE TOP OF A CONCRETE POST
 AN1629'PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
 AN1629
 AN1629                          STATION RECOVERY (1963)
 AN1629
 AN1629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN1629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1654 ***********************************************************************
 AN1654  DESIGNATION -  J 859
 AN1654  PID         -  AN1654
 AN1654  STATE/COUNTY-  TX/DE WITT
 AN1654  USGS QUAD   -  RUNGE (1987)
 AN1654
 AN1654                         *CURRENT SURVEY CONTROL
 AN1654  ___________________________________________________________________
 AN1654* NAD 83(1986)-  28 58 17.     (N)    097 40 31.     (W)     SCALED    
 AN1654* NAVD 88     -       130.09   (+/-2cm)     426.8    (feet)  VERTCON   
 AN1654  ___________________________________________________________________
 AN1654  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AN1654
 AN1654  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1654
 AN1654.The horizontal coordinates were scaled from a topographic map and have
 AN1654.an estimated accuracy of +/- 6 seconds.
 AN1654
 AN1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1654.The vertical order pertains to the NGVD 29 superseded value.
 AN1654
 AN1654.The geoid height was determined by GEOID03.
 AN1654
 AN1654;                    North         East    Units  Estimated Accuracy
 AN1654;SPC TXSC     - 4,126,860.      729,100.      MT  (+/- 180 meters Scaled)
 AN1654
 AN1654                          SUPERSEDED SURVEY CONTROL
 AN1654
 AN1654  NGVD 29 (??/??/92)  130.066  (m)          426.72   (f) ADJ UNCH    2 0
 AN1654
 AN1654.Superseded values are not recommended for survey control.
 AN1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1654.See file dsdata.txt to determine how the superseded data were derived.
 AN1654
 AN1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT290055(NAD 83)
 AN1654_MARKER: DB = BENCH MARK DISK
 AN1654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1654_SP_SET: RETAINING WALL
 AN1654_STAMPING: J 859 1943
 AN1654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1654
 AN1654  HISTORY     - Date     Condition        Report By
 AN1654  HISTORY     - 1943     MONUMENTED       CGS
 AN1654
 AN1654                          STATION DESCRIPTION
 AN1654
 AN1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1654'0.25 MI W FROM DAVY.
 AN1654'ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE COTTON GIN AT DAVY,
 AN1654'DE WITT COUNTY, THENCE ABOUT 9.2 MILES SOUTH ALONG A DIRT ROAD, AND
 AN1654'THENCE ABOUT 1.1 MILES SOUTHWEST ALONG A DIRT ROAD.  ABOUT 0.8 MILE
 AN1654'NORTHEAST OF THE JUNCTION OF THE NORDHEIM-HELENA ROAD, AT THE JUNCTION
 AN1654'OF A DIRT ROAD LEADING NORTHWEST, ABOUT 0.1 MILE SOUTHWEST OF THE
 AN1654'CABEZA SCHOOL BUILDING, 44.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 AN1654'SIDE ROAD, 32.5 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, IN
 AN1654'THE TOP OF THE WEST END OF THE NORTH CURVED DIRT RETAINING WALL AND
 AN1654'HEAD WALL OF A 2-FOOT CONCRETE PIPE CULVERT UNDER THE SIDE ROAD, AND
 AN1654'ABOUT 1 FOOT HIGHER THAN THE CENTER OF THE ROAD JUNCTION. A STANDARD
 AN1654'DISK, STAMPED J 859 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0938 ***********************************************************************
 AN0938  DESIGNATION -  J 861 RESET 1974
 AN0938  PID         -  AN0938
 AN0938  STATE/COUNTY-  TX/GOLIAD
 AN0938  USGS QUAD   -  MELO (1987)
 AN0938
 AN0938                         *CURRENT SURVEY CONTROL
 AN0938  ___________________________________________________________________
 AN0938* NAD 83(1986)-  28 31 36.     (N)    097 24 20.     (W)     SCALED    
 AN0938* NAVD 88     -        49.60   (+/-2cm)     162.7    (feet)  VERTCON   
 AN0938  ___________________________________________________________________
 AN0938  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0938
 AN0938  VERT ORDER  -  THIRD (See Below)
 AN0938
 AN0938.The horizontal coordinates were scaled from a topographic map and have
 AN0938.an estimated accuracy of +/- 6 seconds.
 AN0938
 AN0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0938.The vertical order pertains to the NGVD 29 superseded value.
 AN0938
 AN0938.The geoid height was determined by GEOID03.
 AN0938
 AN0938;                    North         East    Units  Estimated Accuracy
 AN0938;SPC TXSC     - 4,077,910.      756,050.      MT  (+/- 180 meters Scaled)
 AN0938
 AN0938                          SUPERSEDED SURVEY CONTROL
 AN0938
 AN0938  NGVD 29 (01/29/03)   49.68   (m)          163.0    (f) RESET       3  
 AN0938
 AN0938.Superseded values are not recommended for survey control.
 AN0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0938.See file dsdata.txt to determine how the superseded data were derived.
 AN0938
 AN0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS560565(NAD 83)
 AN0938_MARKER: DB = BENCH MARK DISK
 AN0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0938_STAMPING: J 861 RESET 1974
 AN0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0938+STABILITY: SURFACE MOTION
 AN0938
 AN0938  HISTORY     - Date     Condition        Report By
 AN0938  HISTORY     - 1974     MONUMENTED       TXHD
 AN0938
 AN0938                          STATION DESCRIPTION
 AN0938
 AN0938'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1974
 AN0938'9.1 MI N FROM BLANCONIA.
 AN0938'IN GOLIAD COUNTY, 9.1 MILES NORTH ALONG F.M. HWY. 2441 FROM THE
 AN0938'CATHOLIC CHURCH AT BLANCONIA, BEE COUNTY, 51 FEET EAST OF ENGINEERS
 AN0938'CENTERLINE STA. 441+36 OF SAID F.M. HWY., ONE (1) FOOT SOUTH OF A
 AN0938'FENCE CORNER, ONE (1) FOOT EAST OF THE EAST RIGHT OF WAY FENCE, 2 FEET
 AN0938'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 861
 AN0938'RESET 1974 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 AN0938'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0963 ***********************************************************************
 AN0963  DESIGNATION -  J 862
 AN0963  PID         -  AN0963
 AN0963  STATE/COUNTY-  TX/GOLIAD
 AN0963  USGS QUAD   -  LOTT LAKE (1987)
 AN0963
 AN0963                         *CURRENT SURVEY CONTROL
 AN0963  ___________________________________________________________________
 AN0963* NAD 83(1986)-  28 35 31.     (N)    097 12 28.     (W)     SCALED    
 AN0963* NAVD 88     -        36.79   (+/-2cm)     120.7    (feet)  VERTCON   
 AN0963  ___________________________________________________________________
 AN0963  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0963
 AN0963  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0963
 AN0963.The horizontal coordinates were scaled from a topographic map and have
 AN0963.an estimated accuracy of +/- 6 seconds.
 AN0963
 AN0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0963.The vertical order pertains to the NGVD 29 superseded value.
 AN0963
 AN0963.The geoid height was determined by GEOID03.
 AN0963
 AN0963;                    North         East    Units  Estimated Accuracy
 AN0963;SPC TXSC     - 4,085,420.      775,300.      MT  (+/- 180 meters Scaled)
 AN0963
 AN0963                          SUPERSEDED SURVEY CONTROL
 AN0963
 AN0963  NGVD 29 (??/??/92)   36.899  (m)          121.06   (f) ADJ UNCH    2 0
 AN0963
 AN0963.Superseded values are not recommended for survey control.
 AN0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0963.See file dsdata.txt to determine how the superseded data were derived.
 AN0963
 AN0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS752640(NAD 83)
 AN0963_MARKER: DB = BENCH MARK DISK
 AN0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0963_STAMPING: J 862 1943
 AN0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0963+STABILITY: SURFACE MOTION
 AN0963
 AN0963  HISTORY     - Date     Condition        Report By
 AN0963  HISTORY     - 1943     MONUMENTED       CGS
 AN0963
 AN0963                          STATION DESCRIPTION
 AN0963
 AN0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0963'8.5 MI S FROM FANNIN.
 AN0963'8.5 MILES SOUTH ALONG A COUNTY ROAD FROM THE TEXAS AND NEW ORLEANS
 AN0963'RAILROAD STATION AT FANNIN, GOLIAD COUNTY, 0.15 MILE NORTH OF A GATE,
 AN0963'130 FEET WEST OF A FENCE, 43 FEET EAST OF THE CENTERLINE OF THE ROAD,
 AN0963'AND 1.3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 AN0963'STAMPED J 862 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0963'0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1477 ***********************************************************************
 AN1477  DESIGNATION -  J 863
 AN1477  PID         -  AN1477
 AN1477  STATE/COUNTY-  TX/BEE
 AN1477  USGS QUAD   -  SKIDMORE (1979)
 AN1477
 AN1477                         *CURRENT SURVEY CONTROL
 AN1477  ___________________________________________________________________
 AN1477* NAD 83(1986)-  28 20 26.     (N)    097 42 56.     (W)     SCALED    
 AN1477* NAVD 88     -        57.847  (meters)     189.79   (feet)  ADJUSTED  
 AN1477  ___________________________________________________________________
 AN1477  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN1477  DYNAMIC HT  -          57.761 (meters)     189.50  (feet)  COMP
 AN1477  MODELED GRAV-     979,148.1   (mgal)                       NAVD 88
 AN1477
 AN1477  VERT ORDER  -  FIRST     CLASS II
 AN1477
 AN1477.The horizontal coordinates were scaled from a topographic map and have
 AN1477.an estimated accuracy of +/- 6 seconds.
 AN1477
 AN1477.The orthometric height was determined by differential leveling
 AN1477.and adjusted by the National Geodetic Survey in June 1991..
 AN1477
 AN1477.The geoid height was determined by GEOID03.
 AN1477
 AN1477.The dynamic height is computed by dividing the NAVD 88
 AN1477.geopotential number by the normal gravity value computed on the
 AN1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1477.degrees latitude (g = 980.6199 gals.).
 AN1477
 AN1477.The modeled gravity was interpolated from observed gravity values.
 AN1477
 AN1477;                    North         East    Units  Estimated Accuracy
 AN1477;SPC TXSC     - 4,056,910.      725,940.      MT  (+/- 180 meters Scaled)
 AN1477
 AN1477                          SUPERSEDED SURVEY CONTROL
 AN1477
 AN1477  NGVD 29 (??/??/92)   57.842  (m)          189.77   (f) ADJ UNCH    1 2
 AN1477
 AN1477.Superseded values are not recommended for survey control.
 AN1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1477.See file dsdata.txt to determine how the superseded data were derived.
 AN1477
 AN1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS258355(NAD 83)
 AN1477_MARKER: DB = BENCH MARK DISK
 AN1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1477_STAMPING: J-863 1943
 AN1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1477+STABILITY: SURFACE MOTION
 AN1477
 AN1477  HISTORY     - Date     Condition        Report By
 AN1477  HISTORY     - 1943     MONUMENTED       CGS
 AN1477  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1477  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1477  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN1477
 AN1477                          STATION DESCRIPTION
 AN1477
 AN1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1477'4.8 MI SE FROM BEEVILLE.
 AN1477'4.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1477'STATION AT BEEVILLE, SET ON THE SOUTHWEST SIDE OF THE TRACK FROM THE
 AN1477'4TH. POLE NORTHWEST OF MILEPOST NO. 98, 41.5 FEET SOUTHWEST OF THE
 AN1477'SOUTHWEST RAIL OF THE TRACK, 37 FEET NORTHEAST OF THE CENTER-LINE OF
 AN1477'U.S. HIGHWAY NO. 181, 1.8 FEET SOUTHEAST OF THE REFERENCE POST. BENCH
 AN1477'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT
 AN1477'ABOVE THE GROUND.
 AN1477
 AN1477                          STATION RECOVERY (1975)
 AN1477
 AN1477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1477'MARK NOT FOUND.
 AN1477
 AN1477                          STATION RECOVERY (1981)
 AN1477
 AN1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1477'SEARCHED FOR, NOT RECOVERED.
 AN1477
 AN1477                          STATION RECOVERY (1997)
 AN1477
 AN1477'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2024 ***********************************************************************
 AW2024  DESIGNATION -  J 865
 AW2024  PID         -  AW2024
 AW2024  STATE/COUNTY-  TX/BRAZORIA
 AW2024  USGS QUAD   -  MANVEL (1974)
 AW2024
 AW2024                         *CURRENT SURVEY CONTROL
 AW2024  ___________________________________________________________________
 AW2024* NAD 83(1986)-  29 27 49.     (N)    095 21 27.     (W)     SCALED    
 AW2024* NAVD 88     -        16.91   (+/-2cm)      55.5    (feet)  VERTCON   
 AW2024  ___________________________________________________________________
 AW2024  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW2024
 AW2024  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2024
 AW2024.The horizontal coordinates were scaled from a topographic map and have
 AW2024.an estimated accuracy of +/- 6 seconds.
 AW2024
 AW2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2024.The vertical order pertains to the NGVD 29 superseded value.
 AW2024
 AW2024.The geoid height was determined by GEOID03.
 AW2024
 AW2024;                    North         East    Units  Estimated Accuracy
 AW2024;SPC TXSC     - 4,186,180.      953,220.      MT  (+/- 180 meters Scaled)
 AW2024
 AW2024                          SUPERSEDED SURVEY CONTROL
 AW2024
 AW2024  NGVD 29 (??/??/92)   16.910  (m)           55.48   (f) ADJ UNCH    1 2
 AW2024
 AW2024.Superseded values are not recommended for survey control.
 AW2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2024.See file dsdata.txt to determine how the superseded data were derived.
 AW2024
 AW2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN713616(NAD 83)
 AW2024_MARKER: DB = BENCH MARK DISK
 AW2024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2024_SP_SET: SIGNAL-LIGHT BASE
 AW2024_STAMPING: J 865 1943
 AW2024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2024
 AW2024  HISTORY     - Date     Condition        Report By
 AW2024  HISTORY     - 1943     MONUMENTED       CGS
 AW2024  HISTORY     - 1978     GOOD             NGS
 AW2024  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2024  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW2024  HISTORY     - 19900804 MARK NOT FOUND   USPSQD
 AW2024  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 AW2024
 AW2024                          STATION DESCRIPTION
 AW2024
 AW2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW2024'IN MANVEL.
 AW2024'AT MANVEL, BRAZORIA COUNTY, AT THE CROSSING OF THE GULF, COLORADO AND
 AW2024'SANTA FE RAILWAY AND A PAVED ROAD, 8.7 FEET NORTHWEST OF MILE POLE 36,
 AW2024'43.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 15 FEET EAST OF
 AW2024'THE CENTERLINE OF THE PAVED ROAD, AND IN THE TOP OF THE NORTH SIDE OF
 AW2024'THE CONCRETE SIGNAL-LIGHT BASE.
 AW2024
 AW2024                          STATION RECOVERY (1978)
 AW2024
 AW2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2024'IN MANVEL, AT THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE
 AW2024'RAILROAD AND MASTER STREET, SET IN THE NORTH SIDE OF THE SOUTHWEST
 AW2024'CROSSING SIGNAL, 55 FEET WEST AND ACROSS THE TRACKS FROM MILE POST
 AW2024'36, 43.2 FEET SOUTH OF THE SOUTH RAIL, AND 15 FEET EAST OF THE CENTER-
 AW2024'LINE OF THE ROAD.
 AW2024
 AW2024                          STATION RECOVERY (1987)
 AW2024
 AW2024'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2024'MARK NOT FOUND.
 AW2024
 AW2024                          STATION RECOVERY (1987)
 AW2024
 AW2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2024'NOT RECOVERED, NO EVIDENCE OF THE MARK WAS FOUND.
 AW2024
 AW2024                          STATION RECOVERY (1990)
 AW2024
 AW2024'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2024'MARK NOT FOUND.
 AW2024
 AW2024                          STATION RECOVERY (1996)
 AW2024
 AW2024'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0832 ***********************************************************************
 AX0832  DESIGNATION -  J 866
 AX0832  PID         -  AX0832
 AX0832  STATE/COUNTY-  TX/LAVACA
 AX0832  USGS QUAD   -  EZZELL (1981)
 AX0832
 AX0832                         *CURRENT SURVEY CONTROL
 AX0832  ___________________________________________________________________
 AX0832* NAD 83(1986)-  29 15 42.     (N)    096 59 32.     (W)     SCALED    
 AX0832* NAVD 88     -        68.17   (+/-2cm)     223.7    (feet)  VERTCON   
 AX0832  ___________________________________________________________________
 AX0832  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0832
 AX0832  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0832
 AX0832.The horizontal coordinates were scaled from a topographic map and have
 AX0832.an estimated accuracy of +/- 6 seconds.
 AX0832
 AX0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0832.The vertical order pertains to the NGVD 29 superseded value.
 AX0832
 AX0832.The geoid height was determined by GEOID03.
 AX0832
 AX0832;                    North         East    Units  Estimated Accuracy
 AX0832;SPC TXSC     - 4,159,970.      795,110.      MT  (+/- 180 meters Scaled)
 AX0832
 AX0832                          SUPERSEDED SURVEY CONTROL
 AX0832
 AX0832  NGVD 29 (??/??/92)   68.177  (m)          223.68   (f) ADJ UNCH    2 0
 AX0832
 AX0832.Superseded values are not recommended for survey control.
 AX0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0832.See file dsdata.txt to determine how the superseded data were derived.
 AX0832
 AX0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT950386(NAD 83)
 AX0832_MARKER: DB = BENCH MARK DISK
 AX0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0832_STAMPING: J 866 1943
 AX0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0832+STABILITY: SURFACE MOTION
 AX0832
 AX0832  HISTORY     - Date     Condition        Report By
 AX0832  HISTORY     - 1943     MONUMENTED       CGS
 AX0832  HISTORY     - 19970607 GOOD             USPSQD
 AX0832
 AX0832                          STATION DESCRIPTION
 AX0832
 AX0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0832'3.5 MI N FROM HOPE.
 AX0832'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 3.5 MILES NORTHERLY
 AX0832'ALONG THE HOPE-KOERTH ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AX0832'0.2 MILE NORTH OF A CROSS ROAD INTERSECTION, AND ABOUT 0.15 MILE NORTH
 AX0832'OF A WHITE FRAME SCHOOL HOUSE.  IT IS 20.0 FEET WEST OF AND ABOUT THE
 AX0832'SAME ELEVATION AS THE CENTERLINE OF ROAD, 19.0 FEET SOUTH OF THE
 AX0832'CENTERLINE OF A PRIVATE ROAD LEADING WEST TO A FARM HOUSE, 7.6 FEET
 AX0832'SOUTH OF A FENCE CORNER, 2.8 FEET WEST OF THE RIGHT-OF-WAY FENCE, 3.3
 AX0832'FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.2
 AX0832'FOOT.
 AX0832
 AX0832                          STATION RECOVERY (1997)
 AX0832
 AX0832'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0764 ***********************************************************************
 AX0764  DESIGNATION -  J 867
 AX0764  PID         -  AX0764
 AX0764  STATE/COUNTY-  TX/LAVACA
 AX0764  USGS QUAD   -  EZZELL (1981)
 AX0764
 AX0764                         *CURRENT SURVEY CONTROL
 AX0764  ___________________________________________________________________
 AX0764* NAD 83(1986)-  29 20 05.     (N)    096 53 12.     (W)     SCALED    
 AX0764* NAVD 88     -        58.89   (+/-2cm)     193.2    (feet)  VERTCON   
 AX0764  ___________________________________________________________________
 AX0764  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0764
 AX0764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0764
 AX0764.The horizontal coordinates were scaled from a topographic map and have
 AX0764.an estimated accuracy of +/- 6 seconds.
 AX0764
 AX0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0764.The vertical order pertains to the NGVD 29 superseded value.
 AX0764
 AX0764.The geoid height was determined by GEOID03.
 AX0764
 AX0764;                    North         East    Units  Estimated Accuracy
 AX0764;SPC TXSC     - 4,168,250.      805,220.      MT  (+/- 180 meters Scaled)
 AX0764
 AX0764                          SUPERSEDED SURVEY CONTROL
 AX0764
 AX0764  NGVD 29 (??/??/92)   58.890  (m)          193.21   (f) ADJ UNCH    2 0
 AX0764
 AX0764.Superseded values are not recommended for survey control.
 AX0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0764.See file dsdata.txt to determine how the superseded data were derived.
 AX0764
 AX0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT051469(NAD 83)
 AX0764_MARKER: DB = BENCH MARK DISK
 AX0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0764_STAMPING: J 867 1943
 AX0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0764+STABILITY: SURFACE MOTION
 AX0764
 AX0764  HISTORY     - Date     Condition        Report By
 AX0764  HISTORY     - 1943     MONUMENTED       CGS
 AX0764
 AX0764                          STATION DESCRIPTION
 AX0764
 AX0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0764'5.1 MI N FROM EZZELL.
 AX0764'TO REACH FROM THE SCHOOL HOUSE AT EZZELL-- PROCEED 5.1 MILES NORTHERLY
 AX0764'ALONG THE EZZELL-HALLETTSVILLE ROAD TO SITE OF BENCH MARK. BENCH MARK
 AX0764'IS ABOUT 0.3 MILE SOUTH OF A FARM HOUSE ON THE WEST SIDE OF ROAD, AND
 AX0764'ABOUT 0.15 MILE SOUTH OF A WOODEN BRIDGE OVER A CREEK. IT IS 25.0 FEET
 AX0764'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 5.2
 AX0764'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 4.0 FEET EAST OF A 4X4-INCH
 AX0764'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT. STAMPED J 867 1943
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0849 ***********************************************************************
 AX0849  DESIGNATION -  J 868
 AX0849  PID         -  AX0849
 AX0849  STATE/COUNTY-  TX/VICTORIA
 AX0849  USGS QUAD   -  PECK BRANCH (1981)
 AX0849
 AX0849                         *CURRENT SURVEY CONTROL
 AX0849  ___________________________________________________________________
 AX0849* NAD 83(1986)-  29 03 01.     (N)    096 59 09.     (W)     SCALED    
 AX0849* NAVD 88     -        46.28   (+/-2cm)     151.8    (feet)  VERTCON   
 AX0849  ___________________________________________________________________
 AX0849  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0849
 AX0849  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0849
 AX0849.The horizontal coordinates were scaled from a topographic map and have
 AX0849.an estimated accuracy of +/- 6 seconds.
 AX0849
 AX0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0849.The vertical order pertains to the NGVD 29 superseded value.
 AX0849
 AX0849.The geoid height was determined by GEOID03.
 AX0849
 AX0849;                    North         East    Units  Estimated Accuracy
 AX0849;SPC TXSC     - 4,136,560.      796,130.      MT  (+/- 180 meters Scaled)
 AX0849
 AX0849                          SUPERSEDED SURVEY CONTROL
 AX0849
 AX0849  NGVD 29 (??/??/92)   46.314  (m)          151.95   (f) ADJ UNCH    2 0
 AX0849
 AX0849.Superseded values are not recommended for survey control.
 AX0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0849.See file dsdata.txt to determine how the superseded data were derived.
 AX0849
 AX0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT961152(NAD 83)
 AX0849_MARKER: DB = BENCH MARK DISK
 AX0849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0849_SP_SET: CULVERT
 AX0849_STAMPING: J 868 1943
 AX0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0849
 AX0849  HISTORY     - Date     Condition        Report By
 AX0849  HISTORY     - 1943     MONUMENTED       CGS
 AX0849
 AX0849                          STATION DESCRIPTION
 AX0849
 AX0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0849'14.1 MI S FROM HOPE.
 AX0849'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 12.85 MILES
 AX0849'SOUTHERLY ALONG THE HOPE-FORDTRAN ROAD TO THE INTERSECTION OF STATE
 AX0849'HIGHWAY NO. 295, THENCE 1.25 MILES SOUTHERLY ALONG THE HIGHWAY TO A
 AX0849'CROSS ROAD INTERSECTION AND TO SITE OF BENCH MARK.  BENCH MARK IS 57.0
 AX0849'FEET SOUTH OF THE CENTERLINE OF HIGHWAY, AND 14.0 FEET NORTHWEST OF
 AX0849'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF A GRAVEL ROAD
 AX0849'LEADING SOUTHWEST TO NURSERY.  IT IS SET HORIZONTALLY IN THE NORTHEAST
 AX0849'END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE GRAVEL
 AX0849'ROAD.  NOTE-- BENCH MARK IS ALSO 13.05 MILES NORTHEAST OF NURSERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0787 ***********************************************************************
 BL0787  DESIGNATION -  J 87
 BL0787  PID         -  BL0787
 BL0787  STATE/COUNTY-  TX/TRINITY
 BL0787  USGS QUAD   -  RIVERSIDE (1997)
 BL0787
 BL0787                         *CURRENT SURVEY CONTROL
 BL0787  ___________________________________________________________________
 BL0787* NAD 83(1986)-  30 51 47.     (N)    095 23 39.     (W)     SCALED    
 BL0787* NAVD 88     -        43.91   (+/-2cm)     144.1    (feet)  VERTCON   
 BL0787  ___________________________________________________________________
 BL0787  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL0787
 BL0787  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0787
 BL0787.The horizontal coordinates were scaled from a topographic map and have
 BL0787.an estimated accuracy of +/- 6 seconds.
 BL0787
 BL0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0787.The vertical order pertains to the NGVD 29 superseded value.
 BL0787
 BL0787.The geoid height was determined by GEOID03.
 BL0787
 BL0787;                    North         East    Units  Estimated Accuracy
 BL0787;SPC TX C     - 3,143,110.    1,172,180.      MT  (+/- 180 meters Scaled)
 BL0787
 BL0787                          SUPERSEDED SURVEY CONTROL
 BL0787
 BL0787  NGVD 29 (??/??/92)   43.91   (m)          144.1    (f) COMPUTED    1 2
 BL0787
 BL0787.Superseded values are not recommended for survey control.
 BL0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0787.See file dsdata.txt to determine how the superseded data were derived.
 BL0787
 BL0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ710168(NAD 83)
 BL0787_MARKER: DB = BENCH MARK DISK
 BL0787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0787_SP_SET: BRIDGE ABUTMENT
 BL0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0787
 BL0787  HISTORY     - Date     Condition        Report By
 BL0787  HISTORY     - UNK      MONUMENTED       CGS
 BL0787  HISTORY     - 1932     GOOD             NGS
 BL0787  HISTORY     - 1956     GOOD             NGS
 BL0787
 BL0787                          STATION DESCRIPTION
 BL0787
 BL0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BL0787'1.9 MI N FROM RIVERSIDE.
 BL0787'ON THE M.P.R.R., TOP EAST SIDE FIRST ABUTMENT NORTH APPROACH TO THE
 BL0787'TRINITY RIVER BRIDGE, 4 POLES NORTH OF MILE POLE NO. 70, HIGHWAY NO.
 BL0787'19 PARALLEL TO THE R.R., HIGHWAY AND R.R. BRIDGES PARALLEL AND 400
 BL0787'FEET APART, MARK 0.2 MILE NORTH OF THE TRINITY RIVER BRIDGE.
 BL0787
 BL0787                          STATION RECOVERY (1956)
 BL0787
 BL0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 BL0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0788 ***********************************************************************
 BL0788  DESIGNATION -  J 87 RESET 1956
 BL0788  PID         -  BL0788
 BL0788  STATE/COUNTY-  TX/TRINITY
 BL0788  USGS QUAD   -  RIVERSIDE (1997)
 BL0788
 BL0788                         *CURRENT SURVEY CONTROL
 BL0788  ___________________________________________________________________
 BL0788* NAD 83(1986)-  30 51 46.     (N)    095 23 39.     (W)     SCALED    
 BL0788* NAVD 88     -        43.41   (+/-2cm)     142.4    (feet)  VERTCON   
 BL0788  ___________________________________________________________________
 BL0788  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BL0788
 BL0788  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0788
 BL0788.The horizontal coordinates were scaled from a topographic map and have
 BL0788.an estimated accuracy of +/- 6 seconds.
 BL0788
 BL0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0788.The vertical order pertains to the NGVD 29 superseded value.
 BL0788
 BL0788.The geoid height was determined by GEOID03.
 BL0788
 BL0788;                    North         East    Units  Estimated Accuracy
 BL0788;SPC TX C     - 3,143,080.    1,172,180.      MT  (+/- 180 meters Scaled)
 BL0788
 BL0788                          SUPERSEDED SURVEY CONTROL
 BL0788
 BL0788  NGVD 29 (??/??/92)   43.418  (m)          142.45   (f) ADJ UNCH    1 2
 BL0788
 BL0788.Superseded values are not recommended for survey control.
 BL0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0788.See file dsdata.txt to determine how the superseded data were derived.
 BL0788
 BL0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ710168(NAD 83)
 BL0788_MARKER: DB = BENCH MARK DISK
 BL0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0788_SP_SET: CONCRETE SILL
 BL0788_STAMPING: J 87 RESET 1956
 BL0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0788
 BL0788  HISTORY     - Date     Condition        Report By
 BL0788  HISTORY     - 1956     MONUMENTED       CGS
 BL0788  HISTORY     - 1960     GOOD             NGS
 BL0788
 BL0788                          STATION DESCRIPTION
 BL0788
 BL0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0788'0.75 MI N FROM RIVERSIDE.
 BL0788'ABOUT 0.75 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BL0788'STATION AT RIVERSIDE, 2-3/4 POLES NORTH OF MILEPOST 71, 4 1/2 FEET
 BL0788'EAST OF THE EAST RAIL, 15 1/2 RAILS SOUTH OF THE NORTH END OF THE
 BL0788'CONCRETE PORTION OF THE BRIDGE OVER THE TRINITY RIVER, SET IN THE TOP
 BL0788'OF THE EAST END OF A CONCRETE SILL WHICH IS SUPPORTED BY A DOUBLE ROW
 BL0788'OF CONCRETE PILES, 0.35 MILE NORTH OF THE NORTH END OF THE STEEL
 BL0788'PORTION OF THE BRIDGE, 5 RAILS SOUTH OF THE MOST NORTHERLY OF THREE
 BL0788'CONCRETE SAFETY ZONES AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0769 ***********************************************************************
 AN0769  DESIGNATION -  J 870
 AN0769  PID         -  AN0769
 AN0769  STATE/COUNTY-  TX/VICTORIA
 AN0769  USGS QUAD   -  INEZ NW (1995)
 AN0769
 AN0769                         *CURRENT SURVEY CONTROL
 AN0769  ___________________________________________________________________
 AN0769* NAD 83(1986)-  28 57 30.     (N)    096 53 12.     (W)     SCALED    
 AN0769* NAVD 88     -        33.56   (+/-2cm)     110.1    (feet)  VERTCON   
 AN0769  ___________________________________________________________________
 AN0769  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0769
 AN0769  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0769
 AN0769.The horizontal coordinates were scaled from a topographic map and have
 AN0769.an estimated accuracy of +/- 6 seconds.
 AN0769
 AN0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0769.The vertical order pertains to the NGVD 29 superseded value.
 AN0769
 AN0769.The geoid height was determined by GEOID03.
 AN0769
 AN0769;                    North         East    Units  Estimated Accuracy
 AN0769;SPC TXSC     - 4,126,540.      805,970.      MT  (+/- 180 meters Scaled)
 AN0769
 AN0769                          SUPERSEDED SURVEY CONTROL
 AN0769
 AN0769  NGVD 29 (??/??/92)   33.605  (m)          110.25   (f) ADJ UNCH    2 0
 AN0769
 AN0769.Superseded values are not recommended for survey control.
 AN0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0769.See file dsdata.txt to determine how the superseded data were derived.
 AN0769
 AN0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT059052(NAD 83)
 AN0769_MARKER: DB = BENCH MARK DISK
 AN0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0769_STAMPING: J 870 1943
 AN0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0769+STABILITY: SURFACE MOTION
 AN0769
 AN0769  HISTORY     - Date     Condition        Report By
 AN0769  HISTORY     - 1943     MONUMENTED       CGS
 AN0769
 AN0769                          STATION DESCRIPTION
 AN0769
 AN0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0769'9.15 MI NW FROM INEZ.
 AN0769'TO REACH FROM THE RAILROAD STATION AT INEZ-- PROCEED 9.15 MILES
 AN0769'NORTHWESTERLY ALONG THE INEZ-SALEM ROAD TO SITE OF BENCH MARK.  BENCH
 AN0769'MARK IS ABOUT 0.5 MILE SOUTHEAST OF A WOODEN GATE AND AN ABANDONED
 AN0769'COUNTY ROAD INTERSECTION LEADING SOUTHWEST.  IT IS 28.0 FEET NORTHEAST
 AN0769'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD, 1.0 FOOT NORTHEAST
 AN0769'OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTHEAST OF A 4X4-INCH WOODEN
 AN0769'MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0423 ***********************************************************************
 AB0423  DESIGNATION -  J 871
 AB0423  PID         -  AB0423
 AB0423  STATE/COUNTY-  TX/CAMERON
 AB0423  USGS QUAD   -  SANTA ROSA (1982)
 AB0423
 AB0423                         *CURRENT SURVEY CONTROL
 AB0423  ___________________________________________________________________
 AB0423* NAD 83(1986)-  26 17 50.     (N)    097 45 56.     (W)     SCALED    
 AB0423* NAVD 88     -        12.994  (meters)      42.63   (feet)  ADJUSTED  
 AB0423  ___________________________________________________________________
 AB0423  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AB0423  DYNAMIC HT  -          12.973 (meters)      42.56  (feet)  COMP
 AB0423  MODELED GRAV-     979,038.3   (mgal)                       NAVD 88
 AB0423
 AB0423  VERT ORDER  -  FIRST     CLASS II
 AB0423
 AB0423.The horizontal coordinates were scaled from a topographic map and have
 AB0423.an estimated accuracy of +/- 6 seconds.
 AB0423
 AB0423.The orthometric height was determined by differential leveling
 AB0423.and adjusted by the National Geodetic Survey in June 1991..
 AB0423
 AB0423.The geoid height was determined by GEOID03.
 AB0423
 AB0423.The dynamic height is computed by dividing the NAVD 88
 AB0423.geopotential number by the normal gravity value computed on the
 AB0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0423.degrees latitude (g = 980.6199 gals.).
 AB0423
 AB0423.The modeled gravity was interpolated from observed gravity values.
 AB0423
 AB0423;                    North         East    Units  Estimated Accuracy
 AB0423;SPC TX S     - 5,070,080.      373,340.      MT  (+/- 180 meters Scaled)
 AB0423
 AB0423                          SUPERSEDED SURVEY CONTROL
 AB0423
 AB0423  NGVD 29 (??/??/92)   13.074  (m)           42.89   (f) ADJ UNCH    1 2
 AB0423
 AB0423.Superseded values are not recommended for survey control.
 AB0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0423.See file dsdata.txt to determine how the superseded data were derived.
 AB0423
 AB0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ232091(NAD 83)
 AB0423_MARKER: DB = BENCH MARK DISK
 AB0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0423_STAMPING: J 871 1943
 AB0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0423+STABILITY: SURFACE MOTION
 AB0423
 AB0423  HISTORY     - Date     Condition        Report By
 AB0423  HISTORY     - 1943     MONUMENTED       CGS
 AB0423  HISTORY     - 1951     GOOD             NGS
 AB0423  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0423  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0423  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0423
 AB0423                          STATION DESCRIPTION
 AB0423
 AB0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0423'3.6 MI SE FROM SEBASTIAN.
 AB0423'3.6 MILES SOUTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0423'RAILROAD FROM THE STATION AT SEBASTIAN, 105 FEET EAST OF MILEPOST
 AB0423'33/10, 204 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 37
 AB0423'FEET NORTHEAST OF THE NORTHEAST RAIL, 6 FEET NORTHWEST OF A TELEGRAPH
 AB0423'POLE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AB0423'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AB0423
 AB0423                          STATION RECOVERY (1981)
 AB0423
 AB0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0423'NOT RECOVERED, PROBABLY DESTROYED.
 AB0423
 AB0423                          STATION RECOVERY (1991)
 AB0423
 AB0423'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0423'MARK NOT FOUND.
 AB0423
 AB0423                          STATION RECOVERY (1993)
 AB0423
 AB0423'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1064 ***********************************************************************
 AN1064  DESIGNATION -  J 874
 AN1064  PID         -  AN1064
 AN1064  STATE/COUNTY-  TX/GOLIAD
 AN1064  USGS QUAD   -  FANNIN (1987)
 AN1064
 AN1064                         *CURRENT SURVEY CONTROL
 AN1064  ___________________________________________________________________
 AN1064* NAD 83(1986)-  28 42 49.     (N)    097 13 54.     (W)     SCALED    
 AN1064* NAVD 88     -        28.42   (+/-2cm)      93.2    (feet)  VERTCON   
 AN1064  ___________________________________________________________________
 AN1064  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1064
 AN1064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1064
 AN1064.The horizontal coordinates were scaled from a topographic map and have
 AN1064.an estimated accuracy of +/- 6 seconds.
 AN1064
 AN1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1064.The vertical order pertains to the NGVD 29 superseded value.
 AN1064
 AN1064.The geoid height was determined by GEOID03.
 AN1064
 AN1064;                    North         East    Units  Estimated Accuracy
 AN1064;SPC TXSC     - 4,098,870.      772,760.      MT  (+/- 180 meters Scaled)
 AN1064
 AN1064                          SUPERSEDED SURVEY CONTROL
 AN1064
 AN1064  NGVD 29 (??/??/92)   28.500  (m)           93.50   (f) ADJ UNCH    2 0
 AN1064
 AN1064.Superseded values are not recommended for survey control.
 AN1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1064.See file dsdata.txt to determine how the superseded data were derived.
 AN1064
 AN1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS727775(NAD 83)
 AN1064_MARKER: DB = BENCH MARK DISK
 AN1064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1064_SP_SET: BRIDGE
 AN1064_STAMPING: J 874 1943
 AN1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1064
 AN1064  HISTORY     - Date     Condition        Report By
 AN1064  HISTORY     - 1943     MONUMENTED       CGS
 AN1064
 AN1064                          STATION DESCRIPTION
 AN1064
 AN1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1064'1.3 MI N FROM FANNIN.
 AN1064'TO REACH FROM THE ROAD INTERSECTION AT FANNIN, PROCEED 1.3 MILES
 AN1064'NORTHERLY ON A GRADED ROAD LEADING TO SCHROEDER AND SITE OF BENCH
 AN1064'MARK.  BENCH MARK IS SET HORIZONTALLY ON THE TOP OF THE NORTHEAST
 AN1064'WINGWALL OF A CONCRETE LOW WATER BRIDGE.  IT IS 10.0 FEET EAST OF AND
 AN1064'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, AND 4.0 FEET
 AN1064'NORTHEAST OF THE NORTH END OF THE EAST GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1065 ***********************************************************************
 AN1065  DESIGNATION -  J 874 RESET 1967
 AN1065  PID         -  AN1065
 AN1065  STATE/COUNTY-  TX/GOLIAD
 AN1065  USGS QUAD   -  FANNIN (1987)
 AN1065
 AN1065                         *CURRENT SURVEY CONTROL
 AN1065  ___________________________________________________________________
 AN1065* NAD 83(1986)-  28 42 49.     (N)    097 13 54.     (W)     SCALED    
 AN1065* NAVD 88     -        28.43   (+/-2cm)      93.3    (feet)  VERTCON   
 AN1065  ___________________________________________________________________
 AN1065  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1065
 AN1065  VERT ORDER  -  THIRD (See Below)
 AN1065
 AN1065.The horizontal coordinates were scaled from a topographic map and have
 AN1065.an estimated accuracy of +/- 6 seconds.
 AN1065
 AN1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1065.The vertical order pertains to the NGVD 29 superseded value.
 AN1065
 AN1065.The geoid height was determined by GEOID03.
 AN1065
 AN1065;                    North         East    Units  Estimated Accuracy
 AN1065;SPC TXSC     - 4,098,870.      772,760.      MT  (+/- 180 meters Scaled)
 AN1065
 AN1065                          SUPERSEDED SURVEY CONTROL
 AN1065
 AN1065  NGVD 29 (01/29/03)   28.51   (m)           93.5    (f) RESET       3  
 AN1065
 AN1065.Superseded values are not recommended for survey control.
 AN1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1065.See file dsdata.txt to determine how the superseded data were derived.
 AN1065
 AN1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS727775(NAD 83)
 AN1065_MARKER: DB = BENCH MARK DISK
 AN1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1065_SP_SET: BRIDGE
 AN1065_STAMPING: J 874 RESET 1967
 AN1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1065
 AN1065  HISTORY     - Date     Condition        Report By
 AN1065  HISTORY     - 1967     MONUMENTED       LOCENG
 AN1065
 AN1065                          STATION DESCRIPTION
 AN1065
 AN1065'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 AN1065'1.2 MI N FROM FANNIN.
 AN1065'1.2 MILES NORTH ALONG F.M. HIGHWAY 2987 TOWARD SCHROEDER FROM THE
 AN1065'JUNCTION OF U.S. HIGHWAY 59 AT FANNIN, AT A CONCRETE LOW-WATER BRIDGE,
 AN1065'IN THE TOP OF THE NORTHEAST WINGWALL, 13.5 FEET EAST OF THE CENTER
 AN1065'LINE OF THE HIGHWAY, 9 FEET NORTHEAST OF THE NORTH END OF THE EAST
 AN1065'GUARD RAIL AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1701 ***********************************************************************
 AN1701  DESIGNATION -  J 877
 AN1701  PID         -  AN1701
 AN1701  STATE/COUNTY-  TX/KARNES
 AN1701  USGS QUAD   -  CHOATE (1987)
 AN1701
 AN1701                         *CURRENT SURVEY CONTROL
 AN1701  ___________________________________________________________________
 AN1701* NAD 83(1986)-  28 45 49.     (N)    097 44 30.     (W)     SCALED    
 AN1701* NAVD 88     -        91.20   (+/-2cm)     299.2    (feet)  VERTCON   
 AN1701  ___________________________________________________________________
 AN1701  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1701
 AN1701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1701
 AN1701.The horizontal coordinates were scaled from a topographic map and have
 AN1701.an estimated accuracy of +/- 6 seconds.
 AN1701
 AN1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1701.The vertical order pertains to the NGVD 29 superseded value.
 AN1701
 AN1701.The geoid height was determined by GEOID03.
 AN1701
 AN1701;                    North         East    Units  Estimated Accuracy
 AN1701;SPC TXSC     - 4,103,760.      722,880.      MT  (+/- 180 meters Scaled)
 AN1701
 AN1701                          SUPERSEDED SURVEY CONTROL
 AN1701
 AN1701  NGVD 29 (??/??/92)   91.187  (m)          299.17   (f) ADJ UNCH    2 0
 AN1701
 AN1701.Superseded values are not recommended for survey control.
 AN1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1701.See file dsdata.txt to determine how the superseded data were derived.
 AN1701
 AN1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS228824(NAD 83)
 AN1701_MARKER: DB = BENCH MARK DISK
 AN1701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1701_SP_SET: STEP
 AN1701_STAMPING: J 877 1943
 AN1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1701
 AN1701  HISTORY     - Date     Condition        Report By
 AN1701  HISTORY     - 1943     MONUMENTED       CGS
 AN1701  HISTORY     - 20060215 GOOD             USPSQD
 AN1701
 AN1701                          STATION DESCRIPTION
 AN1701
 AN1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1701'IN CHOATE.
 AN1701'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTHEAST END OF THE
 AN1701'TOP STEP OF THE NORTHEAST CONCRETE ENTRANCE STEPS TO THE SCHOOL
 AN1701'BUILDING AT CHOATE.  IT IS 116.0 FEET SOUTHWEST OF AND ABOUT 6.0 FEET
 AN1701'ABOVE THE CENTERLINE OF STATE HIGHWAY NO.239, 3.0 FEET SOUTHEAST OF
 AN1701'THE CENTERLINE OF THE NORTHEAST ENTRANCE DOOR, AND 0.5 FOOT NORTHWEST
 AN1701'OF THE SOUTHEAST END OF THE TOP CONCRETE STOP.
 AN1701
 AN1701                          STATION RECOVERY (2006)
 AN1701
 AN1701'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1701'BLDG ABANDONED-ROOF COLAPSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1796 ***********************************************************************
 AN1796  DESIGNATION -  J 879
 AN1796  PID         -  AN1796
 AN1796  STATE/COUNTY-  TX/GOLIAD
 AN1796  USGS QUAD   -  CHARCO (1987)
 AN1796
 AN1796                         *CURRENT SURVEY CONTROL
 AN1796  ___________________________________________________________________
 AN1796* NAD 83(1986)-  28 39 55.     (N)    097 32 19.     (W)     SCALED    
 AN1796* NAVD 88     -        48.23   (+/-2cm)     158.2    (feet)  VERTCON   
 AN1796  ___________________________________________________________________
 AN1796  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN1796
 AN1796  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1796
 AN1796.The horizontal coordinates were scaled from a topographic map and have
 AN1796.an estimated accuracy of +/- 6 seconds.
 AN1796
 AN1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1796.The vertical order pertains to the NGVD 29 superseded value.
 AN1796
 AN1796.The geoid height was determined by GEOID03.
 AN1796
 AN1796;                    North         East    Units  Estimated Accuracy
 AN1796;SPC TXSC     - 4,093,100.      742,840.      MT  (+/- 180 meters Scaled)
 AN1796
 AN1796                          SUPERSEDED SURVEY CONTROL
 AN1796
 AN1796  NGVD 29 (??/??/92)   48.272  (m)          158.37   (f) ADJ UNCH    2 0
 AN1796
 AN1796.Superseded values are not recommended for survey control.
 AN1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1796.See file dsdata.txt to determine how the superseded data were derived.
 AN1796
 AN1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS428717(NAD 83)
 AN1796_MARKER: DB = BENCH MARK DISK
 AN1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1796_STAMPING: J 879 1943
 AN1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1796+STABILITY: SURFACE MOTION
 AN1796
 AN1796  HISTORY     - Date     Condition        Report By
 AN1796  HISTORY     - 1943     MONUMENTED       CGS
 AN1796  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN1796
 AN1796                          STATION DESCRIPTION
 AN1796
 AN1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1796'0.35 MI S FROM RIVERDALE.
 AN1796'TO REACH FROM THE SCHOOL BUILDING AT RIVERDALE, PROCEED 0.35 MILE
 AN1796'SOUTHERLY ALONG A DIRT ROAD TO THE NORTHWEST CORNER OF A FIELD AND
 AN1796'SITE OF BENCH MARK.  BENCH MARK IS 39.0 FEET EAST OF AND ABOUT THE
 AN1796'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 11.7 FEET EAST OF
 AN1796'THE EAST RIGHT-OF-WAY FENCE, 2.5 FEET EAST OF A 4X4 INCH WHITE WOODEN
 AN1796'MARKER POST AND 1.1 FOOT SOUTH OF A T FENCE RUNNING EAST AND WEST.
 AN1796'MONUMENT PROJECTS 0.5 FOOT.
 AN1796
 AN1796                          STATION RECOVERY (1963)
 AN1796
 AN1796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN1796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1264 ***********************************************************************
 BL1264  DESIGNATION -  J 88
 BL1264  PID         -  BL1264
 BL1264  STATE/COUNTY-  TX/MONTGOMERY
 BL1264  USGS QUAD   -  WILLIS (1997)
 BL1264
 BL1264                         *CURRENT SURVEY CONTROL
 BL1264  ___________________________________________________________________
 BL1264* NAD 83(1986)-  30 22 47.     (N)    095 27 48.     (W)     SCALED    
 BL1264* NAVD 88     -        80.667  (meters)     264.65   (feet)  ADJUSTED  
 BL1264  ___________________________________________________________________
 BL1264  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL1264  DYNAMIC HT  -          80.559 (meters)     264.30  (feet)  COMP
 BL1264  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 BL1264
 BL1264  VERT ORDER  -  FIRST     CLASS I
 BL1264
 BL1264.The horizontal coordinates were scaled from a topographic map and have
 BL1264.an estimated accuracy of +/- 6 seconds.
 BL1264
 BL1264.The orthometric height was determined by differential leveling
 BL1264.and adjusted by the National Geodetic Survey in June 1991..
 BL1264
 BL1264.The geoid height was determined by GEOID03.
 BL1264
 BL1264.The dynamic height is computed by dividing the NAVD 88
 BL1264.geopotential number by the normal gravity value computed on the
 BL1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1264.degrees latitude (g = 980.6199 gals.).
 BL1264
 BL1264.The modeled gravity was interpolated from observed gravity values.
 BL1264
 BL1264;                    North         East    Units  Estimated Accuracy
 BL1264;SPC TX C     - 3,089,290.    1,167,910.      MT  (+/- 180 meters Scaled)
 BL1264
 BL1264                          SUPERSEDED SURVEY CONTROL
 BL1264
 BL1264  NGVD 29 (12/23/87)   80.670  (m)          264.66   (f) ADJUSTED    1 1
 BL1264
 BL1264.Superseded values are not recommended for survey control.
 BL1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1264.See file dsdata.txt to determine how the superseded data were derived.
 BL1264
 BL1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP632634(NAD 83)
 BL1264_MARKER: DB = BENCH MARK DISK
 BL1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1264_SP_SET: CONCRETE POST
 BL1264_STAMPING: J 88 1932 265.328
 BL1264_MARK LOGO: CGS   
 BL1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1264+STABILITY: SURFACE MOTION
 BL1264
 BL1264  HISTORY     - Date     Condition        Report By
 BL1264  HISTORY     - 1932     MONUMENTED       CGS
 BL1264  HISTORY     - 1973     GOOD             NGS
 BL1264  HISTORY     - 1978     GOOD             NGS
 BL1264  HISTORY     - 1987     GOOD             NGS
 BL1264
 BL1264                          STATION DESCRIPTION
 BL1264
 BL1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1264'3.3 MI S FROM WILLIS.
 BL1264'ABOUT 3.3 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1264'A WILLIS, ABOUT 2 POLES NORTH OF MILE POST 107, 97 FEET NORTHEAST OF
 BL1264'AND ACROSS FROM THE TRACKS FROM THE SECOND POLE NORTH OF THE MILEPOST,
 BL1264'41.7 FEET EAST OF THE EAST RAIL, 9.6 FEET SOUTH OF THE CENTER LINE OF
 BL1264'AN ABANDONED GATE, 4 1/2 FEET WEST OF A FENCE, 3.6 FEET WEST OF A
 BL1264'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE RAIL, AND IS A DISK
 BL1264'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 BL1264
 BL1264                          STATION RECOVERY (1978)
 BL1264
 BL1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1264'LEANING, BUT STILL SOLID.
 BL1264
 BL1264                          STATION RECOVERY (1987)
 BL1264
 BL1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1264'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.3 KM (3.30
 BL1264'MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1264'WITH STEWART STREET IN WILLIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1729 ***********************************************************************
 AN1729  DESIGNATION -  J 880
 AN1729  PID         -  AN1729
 AN1729  STATE/COUNTY-  TX/KARNES
 AN1729  USGS QUAD   -  CHOATE (1987)
 AN1729
 AN1729                         *CURRENT SURVEY CONTROL
 AN1729  ___________________________________________________________________
 AN1729* NAD 83(1986)-  28 49 02.     (N)    097 39 32.     (W)     SCALED    
 AN1729* NAVD 88     -        92.07   (+/-2cm)     302.1    (feet)  VERTCON   
 AN1729  ___________________________________________________________________
 AN1729  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN1729
 AN1729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1729
 AN1729.The horizontal coordinates were scaled from a topographic map and have
 AN1729.an estimated accuracy of +/- 6 seconds.
 AN1729
 AN1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1729.The vertical order pertains to the NGVD 29 superseded value.
 AN1729
 AN1729.The geoid height was determined by GEOID03.
 AN1729
 AN1729;                    North         East    Units  Estimated Accuracy
 AN1729;SPC TXSC     - 4,109,790.      730,890.      MT  (+/- 180 meters Scaled)
 AN1729
 AN1729                          SUPERSEDED SURVEY CONTROL
 AN1729
 AN1729  NGVD 29 (??/??/92)   92.062  (m)          302.04   (f) ADJ UNCH    2 0
 AN1729
 AN1729.Superseded values are not recommended for survey control.
 AN1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1729.See file dsdata.txt to determine how the superseded data were derived.
 AN1729
 AN1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS308884(NAD 83)
 AN1729_MARKER: DB = BENCH MARK DISK
 AN1729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1729_SP_SET: CULVERT
 AN1729_STAMPING: J 880 1943
 AN1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1729
 AN1729  HISTORY     - Date     Condition        Report By
 AN1729  HISTORY     - 1943     MONUMENTED       CGS
 AN1729  HISTORY     - 20060215 GOOD             USPSQD
 AN1729
 AN1729                          STATION DESCRIPTION
 AN1729
 AN1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1729'5.8 MI NW FROM CHARCO.
 AN1729'TO REACH FROM THE SCHOOL BUILDING AT CHARCO, PROCEED 5.8 MILES
 AN1729'NORTHWESTERLY ALONG A COUNTY PAVED ROAD TO THE INTERSECTION OF A DIRT
 AN1729'CROSS ROAD AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN
 AN1729'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 2.5 FOOT
 AN1729'CONCRETE PIPE CULVERT UNDER THE DIRT CROSS ROAD.  IT IS 71.5 FEET
 AN1729'NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF A COUNTY PAVED
 AN1729'ROAD, 14.3 FEET NORTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AN1729'OF A DIRT CROSS ROAD.
 AN1729
 AN1729                          STATION RECOVERY (2006)
 AN1729
 AN1729'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0884 ***********************************************************************
 BL0884  DESIGNATION -  J 882
 BL0884  PID         -  BL0884
 BL0884  STATE/COUNTY-  TX/POLK
 BL0884  USGS QUAD   -  ONALASKA (1972)
 BL0884
 BL0884                         *CURRENT SURVEY CONTROL
 BL0884  ___________________________________________________________________
 BL0884* NAD 83(1986)-  30 47 45.     (N)    095 06 24.     (W)     SCALED    
 BL0884* NAVD 88     -        39.01   (+/-2cm)     128.0    (feet)  VERTCON   
 BL0884  ___________________________________________________________________
 BL0884  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL0884
 BL0884  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0884
 BL0884.The horizontal coordinates were scaled from a topographic map and have
 BL0884.an estimated accuracy of +/- 6 seconds.
 BL0884
 BL0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0884.The vertical order pertains to the NGVD 29 superseded value.
 BL0884
 BL0884.The geoid height was determined by GEOID03.
 BL0884
 BL0884;                    North         East    Units  Estimated Accuracy
 BL0884;SPC TX C     - 3,136,920.    1,199,990.      MT  (+/- 180 meters Scaled)
 BL0884
 BL0884                          SUPERSEDED SURVEY CONTROL
 BL0884
 BL0884  NGVD 29 (??/??/92)   39.024  (m)          128.03   (f) ADJ UNCH    2 0
 BL0884
 BL0884.Superseded values are not recommended for survey control.
 BL0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0884.See file dsdata.txt to determine how the superseded data were derived.
 BL0884
 BL0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ984088(NAD 83)
 BL0884_MARKER: DB = BENCH MARK DISK
 BL0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0884_STAMPING: J 882 1947
 BL0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0884+STABILITY: SURFACE MOTION
 BL0884
 BL0884  HISTORY     - Date     Condition        Report By
 BL0884  HISTORY     - 1947     MONUMENTED       CGS
 BL0884
 BL0884                          STATION DESCRIPTION
 BL0884
 BL0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0884'0.8 MI SE FROM ONALASKA.
 BL0884'0.8 MILE SOUTHEAST ALONG THE WACO, BEAUMONT, TRINITY AND SABINE
 BL0884'RAILWAY FROM THE STATION AT ONALASKA, APPROXIMATELY 116 YARDS
 BL0884'SOUTHEAST OF A ROAD CROSSING, 32.0 FEET EAST OF AN 18 INCH PINE TREE
 BL0884'WITH A TRIANGLE BLAZE, 29.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 BL0884'THE TRACK, 28.0 FEET NORTHEAST OF THE CENTER LINE OF A ROAD, 1.5 FEET
 BL0884'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 BL0884'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0924 ***********************************************************************
 BL0924  DESIGNATION -  J 883
 BL0924  PID         -  BL0924
 BL0924  STATE/COUNTY-  TX/TRINITY
 BL0924  USGS QUAD   -  CHITA (1972)
 BL0924
 BL0924                         *CURRENT SURVEY CONTROL
 BL0924  ___________________________________________________________________
 BL0924* NAD 83(1986)-  30 57 32.     (N)    095 08 57.     (W)     SCALED    
 BL0924* NAVD 88     -        83.81   (+/-2cm)     275.0    (feet)  VERTCON   
 BL0924  ___________________________________________________________________
 BL0924  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL0924
 BL0924  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0924
 BL0924.The horizontal coordinates were scaled from a topographic map and have
 BL0924.an estimated accuracy of +/- 6 seconds.
 BL0924
 BL0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0924.The vertical order pertains to the NGVD 29 superseded value.
 BL0924
 BL0924.The geoid height was determined by GEOID03.
 BL0924
 BL0924;                    North         East    Units  Estimated Accuracy
 BL0924;SPC TX C     - 3,154,790.    1,195,090.      MT  (+/- 180 meters Scaled)
 BL0924
 BL0924                          SUPERSEDED SURVEY CONTROL
 BL0924
 BL0924  NGVD 29 (??/??/92)   83.827  (m)          275.02   (f) ADJ UNCH    2 0
 BL0924
 BL0924.Superseded values are not recommended for survey control.
 BL0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0924.See file dsdata.txt to determine how the superseded data were derived.
 BL0924
 BL0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ947270(NAD 83)
 BL0924_MARKER: DB = BENCH MARK DISK
 BL0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0924_STAMPING: J 883 1947
 BL0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0924+STABILITY: SURFACE MOTION
 BL0924
 BL0924  HISTORY     - Date     Condition        Report By
 BL0924  HISTORY     - 1947     MONUMENTED       CGS
 BL0924
 BL0924                          STATION DESCRIPTION
 BL0924
 BL0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0924'7.4 MI S FROM GROVETON.
 BL0924'5.8 MILES SOUTH ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE COURTHOUSE
 BL0924'AT GROVETON, THENCE 1.6 MILES SOUTH ALONG A GRAVELED ROAD,
 BL0924'APPROXIMATELY 260 YARDS NORTH OF A ROAD JUNCTION, APPROXIMATELY 193
 BL0924'YARDS NORTH OF A 15 FOOT BRIDGE, 43.0 FEET EAST OF THE CENTER LINE OF
 BL0924'THE ROAD, 19.5 FEET SOUTH OF A 10 INCH PINE TREE WITH A TRIANGLE
 BL0924'BLAZE, 12.0 FEET WEST OF A 14 INCH PINE TREE WITH A TRIANGLE BLAZE,
 BL0924'1.5 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BL0924'AND PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 1.0
 BL0924'MILE NORTH OF BENCH MARK H 883.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1638 ***********************************************************************
 BY1638  DESIGNATION -  J 884
 BY1638  PID         -  BY1638
 BY1638  STATE/COUNTY-  TX/TRINITY
 BY1638  USGS QUAD   -  GROVETON EAST (1963)
 BY1638
 BY1638                         *CURRENT SURVEY CONTROL
 BY1638  ___________________________________________________________________
 BY1638* NAD 83(1986)-  31 00 36.     (N)    095 00 38.     (W)     SCALED    
 BY1638* NAVD 88     -        90.64   (+/-2cm)     297.4    (feet)  VERTCON   
 BY1638  ___________________________________________________________________
 BY1638  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BY1638
 BY1638  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1638
 BY1638.The horizontal coordinates were scaled from a topographic map and have
 BY1638.an estimated accuracy of +/- 6 seconds.
 BY1638
 BY1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1638.The vertical order pertains to the NGVD 29 superseded value.
 BY1638
 BY1638.The geoid height was determined by GEOID03.
 BY1638
 BY1638;                    North         East    Units  Estimated Accuracy
 BY1638;SPC TX C     - 3,161,070.    1,208,040.      MT  (+/- 180 meters Scaled)
 BY1638
 BY1638                          SUPERSEDED SURVEY CONTROL
 BY1638
 BY1638  NGVD 29 (??/??/92)   90.650  (m)          297.41   (f) ADJ UNCH    2 0
 BY1638
 BY1638.Superseded values are not recommended for survey control.
 BY1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1638.See file dsdata.txt to determine how the superseded data were derived.
 BY1638
 BY1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ080324(NAD 83)
 BY1638_MARKER: DB = BENCH MARK DISK
 BY1638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1638_SP_SET: CULVERT
 BY1638_STAMPING: J 884 1947
 BY1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1638
 BY1638  HISTORY     - Date     Condition        Report By
 BY1638  HISTORY     - 1947     MONUMENTED       CGS
 BY1638
 BY1638                          STATION DESCRIPTION
 BY1638
 BY1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1638'2.0 MI E FROM WOODLAKE.
 BY1638'2.0 MILES EAST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY1638'WOODLAKE, 14.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 BY1638'THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 14 FOOT BY 6 FOOT
 BY1638'TWIN CHANNEL CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1594 ***********************************************************************
 BY1594  DESIGNATION -  J 885
 BY1594  PID         -  BY1594
 BY1594  STATE/COUNTY-  TX/TRINITY
 BY1594  USGS QUAD   -  GROVETON EAST (1963)
 BY1594
 BY1594                         *CURRENT SURVEY CONTROL
 BY1594  ___________________________________________________________________
 BY1594* NAD 83(1986)-  31 05 04.     (N)    095 07 05.     (W)     SCALED    
 BY1594* NAVD 88     -        95.60   (+/-2cm)     313.6    (feet)  VERTCON   
 BY1594  ___________________________________________________________________
 BY1594  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1594
 BY1594  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1594
 BY1594.The horizontal coordinates were scaled from a topographic map and have
 BY1594.an estimated accuracy of +/- 6 seconds.
 BY1594
 BY1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1594.The vertical order pertains to the NGVD 29 superseded value.
 BY1594
 BY1594.The geoid height was determined by GEOID03.
 BY1594
 BY1594;                    North         East    Units  Estimated Accuracy
 BY1594;SPC TX C     - 3,168,830.    1,197,400.      MT  (+/- 180 meters Scaled)
 BY1594
 BY1594                          SUPERSEDED SURVEY CONTROL
 BY1594
 BY1594  NGVD 29 (??/??/92)   95.616  (m)          313.70   (f) ADJ UNCH    2 0
 BY1594
 BY1594.Superseded values are not recommended for survey control.
 BY1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1594.See file dsdata.txt to determine how the superseded data were derived.
 BY1594
 BY1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ979408(NAD 83)
 BY1594_MARKER: DB = BENCH MARK DISK
 BY1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1594_STAMPING: J 885 1947
 BY1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1594+STABILITY: SURFACE MOTION
 BY1594
 BY1594  HISTORY     - Date     Condition        Report By
 BY1594  HISTORY     - 1947     MONUMENTED       CGS
 BY1594  HISTORY     - 1962     GOOD             USGS
 BY1594
 BY1594                          STATION DESCRIPTION
 BY1594
 BY1594'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BY1594'2.1 MI N FROM GROVETON.
 BY1594'2.1 MILES NORTH ALONG TEXAS STATE HIGHWAY 94 FROM THE COURTHOUSE AT
 BY1594'GROVETON, APPROXIMATELY 83 YARDS SOUTH OF A FARMHOUSE, 36.5 FEET SOUTH
 BY1594'OF THE SOUTH END OF A GATE, 36.0 FEET WEST OF AND 1.0 FOOT HIGHER THAN
 BY1594'THE CENTER LINE OF THE HIGHWAY, 2.4 FEET EAST OF A FENCE, SET IN THE
 BY1594'TOP OF A CONCRETE POST AND PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0804 ***********************************************************************
 AX0804  DESIGNATION -  J 886
 AX0804  PID         -  AX0804
 AX0804  STATE/COUNTY-  TX/LAVACA
 AX0804  USGS QUAD   -  MORALES (1981)
 AX0804
 AX0804                         *CURRENT SURVEY CONTROL
 AX0804  ___________________________________________________________________
 AX0804* NAD 83(1986)-  29 11 35.     (N)    096 50 34.     (W)     SCALED    
 AX0804* NAVD 88     -        43.41   (+/-2cm)     142.4    (feet)  VERTCON   
 AX0804  ___________________________________________________________________
 AX0804  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0804
 AX0804  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0804
 AX0804.The horizontal coordinates were scaled from a topographic map and have
 AX0804.an estimated accuracy of +/- 6 seconds.
 AX0804
 AX0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0804.The vertical order pertains to the NGVD 29 superseded value.
 AX0804
 AX0804.The geoid height was determined by GEOID03.
 AX0804
 AX0804;                    North         East    Units  Estimated Accuracy
 AX0804;SPC TXSC     - 4,152,630.      809,770.      MT  (+/- 180 meters Scaled)
 AX0804
 AX0804                          SUPERSEDED SURVEY CONTROL
 AX0804
 AX0804  NGVD 29 (??/??/92)   43.437  (m)          142.51   (f) ADJ UNCH    2 0
 AX0804
 AX0804.Superseded values are not recommended for survey control.
 AX0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0804.See file dsdata.txt to determine how the superseded data were derived.
 AX0804
 AX0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT097313(NAD 83)
 AX0804_MARKER: DB = BENCH MARK DISK
 AX0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0804_STAMPING: J 886 1943
 AX0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0804+STABILITY: SURFACE MOTION
 AX0804
 AX0804  HISTORY     - Date     Condition        Report By
 AX0804  HISTORY     - 1943     MONUMENTED       CGS
 AX0804  HISTORY     - 1962     GOOD             USGS
 AX0804
 AX0804                          STATION DESCRIPTION
 AX0804
 AX0804'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX0804'8.0 MI S FROM EZZELL.
 AX0804'8.0 MILES SOUTH OF ALONG FARM TO MARKET ROAD 531, 38 FEET WEST OF THE
 AX0804'CENTER OF A CATTLEGUARD, 19 FEET EAST OF A 30 INCH OAK TREE, IN AN
 AX0804'ABANDONED FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 AX0804'FEET,.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1150 ***********************************************************************
 AN1150  DESIGNATION -  J 887
 AN1150  PID         -  AN1150
 AN1150  STATE/COUNTY-  TX/DE WITT
 AN1150  USGS QUAD   -  MEYERSVILLE (1987)
 AN1150
 AN1150                         *CURRENT SURVEY CONTROL
 AN1150  ___________________________________________________________________
 AN1150* NAD 83(1986)-  28 59 27.     (N)    097 20 52.     (W)     SCALED    
 AN1150* NAVD 88     -        85.99   (+/-2cm)     282.1    (feet)  VERTCON   
 AN1150  ___________________________________________________________________
 AN1150  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN1150
 AN1150  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1150
 AN1150.The horizontal coordinates were scaled from a topographic map and have
 AN1150.an estimated accuracy of +/- 6 seconds.
 AN1150
 AN1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1150.The vertical order pertains to the NGVD 29 superseded value.
 AN1150
 AN1150.The geoid height was determined by GEOID03.
 AN1150
 AN1150;                    North         East    Units  Estimated Accuracy
 AN1150;SPC TXSC     - 4,129,420.      760,980.      MT  (+/- 180 meters Scaled)
 AN1150
 AN1150                          SUPERSEDED SURVEY CONTROL
 AN1150
 AN1150  NGVD 29 (??/??/92)   86.01   (m)          282.2    (f) COMPUTED    2 0
 AN1150
 AN1150.Superseded values are not recommended for survey control.
 AN1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1150.See file dsdata.txt to determine how the superseded data were derived.
 AN1150
 AN1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT609080(NAD 83)
 AN1150_MARKER: DB = BENCH MARK DISK
 AN1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1150_STAMPING: J 887 1943
 AN1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1150+STABILITY: SURFACE MOTION
 AN1150
 AN1150  HISTORY     - Date     Condition        Report By
 AN1150  HISTORY     - 1943     MONUMENTED       CGS
 AN1150  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN1150
 AN1150                          STATION DESCRIPTION
 AN1150
 AN1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1150'6.2 MI W FROM ARNECKEVILLE.
 AN1150'TO REACH FROM THE POST OFFICE AT ARNECKEVILLE-- PROCEED 6.3 MILES
 AN1150'WESTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 24.0
 AN1150'FEET WEST OF THE CENTERLINE OF A SIDE ROAD INTERSECTION LEADING SOUTH,
 AN1150'AND 19.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AN1150'OF THE EAST AND WEST ROAD.  IT IS 6.0 FEET WEST OF A FENCE CORNER, 1.0
 AN1150'FOOT NORTH OF A FENCE, AND 2.5 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AN1150'POST.  MONUMENT PROJECTS 0.4 FOOT.
 AN1150
 AN1150                          STATION RECOVERY (1963)
 AN1150
 AN1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1141 ***********************************************************************
 AN1141  DESIGNATION -  J 888
 AN1141  PID         -  AN1141
 AN1141  STATE/COUNTY-  TX/DE WITT
 AN1141  USGS QUAD   -  MISSION VALLEY (1987)
 AN1141
 AN1141                         *CURRENT SURVEY CONTROL
 AN1141  ___________________________________________________________________
 AN1141* NAD 83(1986)-  28 58 38.     (N)    097 11 13.     (W)     SCALED    
 AN1141* NAVD 88     -        38.62   (+/-2cm)     126.7    (feet)  VERTCON   
 AN1141  ___________________________________________________________________
 AN1141  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1141
 AN1141  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1141
 AN1141.The horizontal coordinates were scaled from a topographic map and have
 AN1141.an estimated accuracy of +/- 6 seconds.
 AN1141
 AN1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1141.The vertical order pertains to the NGVD 29 superseded value.
 AN1141
 AN1141.The geoid height was determined by GEOID03.
 AN1141
 AN1141;                    North         East    Units  Estimated Accuracy
 AN1141;SPC TXSC     - 4,128,140.      776,670.      MT  (+/- 180 meters Scaled)
 AN1141
 AN1141                          SUPERSEDED SURVEY CONTROL
 AN1141
 AN1141  NGVD 29 (??/??/92)   38.656  (m)          126.82   (f) ADJ UNCH    2 0
 AN1141
 AN1141.Superseded values are not recommended for survey control.
 AN1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1141.See file dsdata.txt to determine how the superseded data were derived.
 AN1141
 AN1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT766068(NAD 83)
 AN1141_MARKER: DB = BENCH MARK DISK
 AN1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1141_STAMPING: J 888 1943
 AN1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1141+STABILITY: SURFACE MOTION
 AN1141
 AN1141  HISTORY     - Date     Condition        Report By
 AN1141  HISTORY     - 1943     MONUMENTED       CGS
 AN1141  HISTORY     - 20010331 GOOD             NGS
 AN1141
 AN1141                          STATION DESCRIPTION
 AN1141
 AN1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1141'3.1 MI SW FROM THOMASTON.
 AN1141'TO REACH FROM THE RAILROAD STATION AT THOMASTON-- PROCEED 0.9 MILE
 AN1141'SOUTHEASTERLY ALONG U. S. HIGHWAY NO.87 TO A DIRT SIDE ROAD
 AN1141'INTERSECTION LEADING SOUTHWEST, THENCE 2.2 MILES SOUTHWESTERLY TO SITE
 AN1141'OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTHEAST OF THE
 AN1141'NORTHEAST END OF A BRIDGE OVER GUADALUPE RIVER, AND ABOUT 250.0 FEET
 AN1141'NORTHEAST OF A CURVE.  IT IS 26.0 FEET NORTHWEST OF AND ABOUT THE SAME
 AN1141'ELEVATION AS THE CENTERLINE OF ROAD, 5.6 FEET NORTHWEST OF A FENCE
 AN1141'CORNER, 1.0 FOOT SOUTHWEST OF A FENCE, AND 3.0 FEET NORTHWEST OF A
 AN1141'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AN1141
 AN1141                          STATION RECOVERY (2001)
 AN1141
 AN1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1141'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1651 ***********************************************************************
 AX1651  DESIGNATION -  J 889
 AX1651  PID         -  AX1651
 AX1651  STATE/COUNTY-  TX/DE WITT
 AX1651  USGS QUAD   -  CUERO (1987)
 AX1651
 AX1651                         *CURRENT SURVEY CONTROL
 AX1651  ___________________________________________________________________
 AX1651* NAD 83(1986)-  29 04 23.     (N)    097 18 38.     (W)     SCALED    
 AX1651* NAVD 88     -        52.72   (+/-2cm)     173.0    (feet)  VERTCON   
 AX1651  ___________________________________________________________________
 AX1651  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX1651
 AX1651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1651
 AX1651.The horizontal coordinates were scaled from a topographic map and have
 AX1651.an estimated accuracy of +/- 6 seconds.
 AX1651
 AX1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1651.The vertical order pertains to the NGVD 29 superseded value.
 AX1651
 AX1651.The geoid height was determined by GEOID03.
 AX1651
 AX1651;                    North         East    Units  Estimated Accuracy
 AX1651;SPC TXSC     - 4,138,580.      764,480.      MT  (+/- 180 meters Scaled)
 AX1651
 AX1651                          SUPERSEDED SURVEY CONTROL
 AX1651
 AX1651  NGVD 29 (??/??/92)   52.738  (m)          173.02   (f) ADJ UNCH    2 0
 AX1651
 AX1651.Superseded values are not recommended for survey control.
 AX1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1651.See file dsdata.txt to determine how the superseded data were derived.
 AX1651
 AX1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT644172(NAD 83)
 AX1651_MARKER: DB = BENCH MARK DISK
 AX1651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1651_SP_SET: CULVERT
 AX1651_STAMPING: J 889 1943
 AX1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1651
 AX1651  HISTORY     - Date     Condition        Report By
 AX1651  HISTORY     - 1943     MONUMENTED       CGS
 AX1651  HISTORY     - 20010331 GOOD             NGS
 AX1651
 AX1651                          STATION DESCRIPTION
 AX1651
 AX1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1651'1.9 MI S FROM CUERO.
 AX1651'TO REACH FROM THE POST OFFICE AT CUERO-- PROCEED 1.9 MILES SOUTHERLY
 AX1651'ALONG STATE HIGHWAY NO. 29 TO SITE OF BENCH MARK.  BENCH MARK IS
 AX1651'ACROSS THE HIGHWAY FROM A SMALL CEMETERY, 21.0 FEET SOUTHEAST OF AND
 AX1651'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET
 AX1651'HORIZONTALLY IN THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A
 AX1651'CONCRETE CULVERT.
 AX1651
 AX1651                          STATION RECOVERY (2001)
 AX1651
 AX1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1651'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1047 ***********************************************************************
 AN1047  DESIGNATION -  J 890
 AN1047  PID         -  AN1047
 AN1047  STATE/COUNTY-  TX/GOLIAD
 AN1047  USGS QUAD   -  WEESATCHE (1987)
 AN1047
 AN1047                         *CURRENT SURVEY CONTROL
 AN1047  ___________________________________________________________________
 AN1047* NAD 83(1986)-  28 46 59.     (N)    097 23 19.     (W)     SCALED    
 AN1047* NAVD 88     -        74.95   (+/-2cm)     245.9    (feet)  VERTCON   
 AN1047  ___________________________________________________________________
 AN1047  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1047
 AN1047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1047
 AN1047.The horizontal coordinates were scaled from a topographic map and have
 AN1047.an estimated accuracy of +/- 6 seconds.
 AN1047
 AN1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1047.The vertical order pertains to the NGVD 29 superseded value.
 AN1047
 AN1047.The geoid height was determined by GEOID03.
 AN1047
 AN1047;                    North         East    Units  Estimated Accuracy
 AN1047;SPC TXSC     - 4,106,340.      757,320.      MT  (+/- 180 meters Scaled)
 AN1047
 AN1047                          SUPERSEDED SURVEY CONTROL
 AN1047
 AN1047  NGVD 29 (??/??/92)   74.989  (m)          246.03   (f) ADJ UNCH    2 0
 AN1047
 AN1047.Superseded values are not recommended for survey control.
 AN1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1047.See file dsdata.txt to determine how the superseded data were derived.
 AN1047
 AN1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS572850(NAD 83)
 AN1047_MARKER: DB = BENCH MARK DISK
 AN1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1047_SP_SET: CULVERT
 AN1047_STAMPING: J 890 1943
 AN1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1047
 AN1047  HISTORY     - Date     Condition        Report By
 AN1047  HISTORY     - 1943     MONUMENTED       CGS
 AN1047  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1047
 AN1047                          STATION DESCRIPTION
 AN1047
 AN1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1047'8.05 MI N FROM GOLIAD.
 AN1047'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO.59 AND STATE
 AN1047'HIGHWAY NO.29 AT GOLIAD-- PROCEED 8.05 MILES NORTHERLY ALONG HIGHWAY
 AN1047'NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 400.0 FEET NORTH OF
 AN1047'A PRIVATE ROAD INTERSECTION LEADING EAST TO THE RESIDENCE OF G.
 AN1047'KERLICK, AND 16.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1047'CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE NORTH END OF THE
 AN1047'EAST HEADWALL OF A SMALL CONCRETE CULVERT.
 AN1047
 AN1047                          STATION RECOVERY (1990)
 AN1047
 AN1047'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1048 ***********************************************************************
 AN1048  DESIGNATION -  J 890 RESET 1957
 AN1048  PID         -  AN1048
 AN1048  STATE/COUNTY-  TX/GOLIAD
 AN1048  USGS QUAD   -  WEESATCHE (1987)
 AN1048
 AN1048                         *CURRENT SURVEY CONTROL
 AN1048  ___________________________________________________________________
 AN1048* NAD 83(1986)-  28 46 59.     (N)    097 23 19.     (W)     SCALED    
 AN1048* NAVD 88     -        74.61   (+/-2cm)     244.8    (feet)  VERTCON   
 AN1048  ___________________________________________________________________
 AN1048  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1048
 AN1048  VERT ORDER  -  THIRD (See Below)
 AN1048
 AN1048.The horizontal coordinates were scaled from a topographic map and have
 AN1048.an estimated accuracy of +/- 6 seconds.
 AN1048
 AN1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1048.The vertical order pertains to the NGVD 29 superseded value.
 AN1048
 AN1048.The geoid height was determined by GEOID03.
 AN1048
 AN1048;                    North         East    Units  Estimated Accuracy
 AN1048;SPC TXSC     - 4,106,340.      757,320.      MT  (+/- 180 meters Scaled)
 AN1048
 AN1048                          SUPERSEDED SURVEY CONTROL
 AN1048
 AN1048  NGVD 29 (01/29/03)   74.65   (m)          244.9    (f) RESET       3  
 AN1048
 AN1048.Superseded values are not recommended for survey control.
 AN1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1048.See file dsdata.txt to determine how the superseded data were derived.
 AN1048
 AN1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS572850(NAD 83)
 AN1048_MARKER: DB = BENCH MARK DISK
 AN1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1048_SP_SET: CULVERT
 AN1048_STAMPING: J 890 RESET 1957
 AN1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1048
 AN1048  HISTORY     - Date     Condition        Report By
 AN1048  HISTORY     - 1957     MONUMENTED       TXHD
 AN1048  HISTORY     - 1990     GOOD             USPSQD
 AN1048
 AN1048                          STATION DESCRIPTION
 AN1048
 AN1048'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AN1048'8.1 MI N FROM GOLIAD.
 AN1048'8.1 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION OF U.S.
 AN1048'HIGHWAY 59 AT GOLIAD, 400 FEET NORTH OF THE JUNCTION OF A PRIVATE ROAD
 AN1048'LEADING EAST TO THE G. KERLICK RESIDENCE, AT A SMALL CONCRETE CULVERT,
 AN1048'IN THE NORTH END OF THE EAST HEADWALL, 25.3 FEET EAST OF AND 1.45 FEET
 AN1048'BELOW THE CENTERLINE OF THE HIGHWAY.
 AN1048
 AN1048                          STATION RECOVERY (1990)
 AN1048
 AN1048'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0150 ***********************************************************************
 AW0150  DESIGNATION -  J 891
 AW0150  PID         -  AW0150
 AW0150  STATE/COUNTY-  TX/BRAZORIA
 AW0150  USGS QUAD   -  MANVEL (1974)
 AW0150
 AW0150                         *CURRENT SURVEY CONTROL
 AW0150  ___________________________________________________________________
 AW0150* NAD 83(1986)-  29 29 24.     (N)    095 15 55.     (W)     SCALED    
 AW0150* NAVD 88     -        12.486  (meters)      40.96   (feet)  ADJUSTED  
 AW0150  ___________________________________________________________________
 AW0150  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW0150  DYNAMIC HT  -          12.469 (meters)      40.91  (feet)  COMP
 AW0150  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 AW0150
 AW0150  VERT ORDER  -  FIRST     CLASS I
 AW0150
 AW0150.The horizontal coordinates were scaled from a topographic map and have
 AW0150.an estimated accuracy of +/- 6 seconds.
 AW0150
 AW0150.The orthometric height was determined by differential leveling
 AW0150.and adjusted by the National Geodetic Survey in June 1991..
 AW0150
 AW0150.The geoid height was determined by GEOID03.
 AW0150
 AW0150.The dynamic height is computed by dividing the NAVD 88
 AW0150.geopotential number by the normal gravity value computed on the
 AW0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0150.degrees latitude (g = 980.6199 gals.).
 AW0150
 AW0150.The modeled gravity was interpolated from observed gravity values.
 AW0150
 AW0150;                    North         East    Units  Estimated Accuracy
 AW0150;SPC TXSC     - 4,189,380.      962,070.      MT  (+/- 180 meters Scaled)
 AW0150
 AW0150                          SUPERSEDED SURVEY CONTROL
 AW0150
 AW0150  NGVD 29 (12/23/87)   12.483  (m)           40.95   (f) ADJUSTED    1 1
 AW0150
 AW0150.Superseded values are not recommended for survey control.
 AW0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0150.See file dsdata.txt to determine how the superseded data were derived.
 AW0150
 AW0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN803644(NAD 83)
 AW0150_MARKER: DB = BENCH MARK DISK
 AW0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0150_SP_SET: CONCRETE POST
 AW0150_STAMPING: J 891 1943
 AW0150_MARK LOGO: CGS   
 AW0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0150+STABILITY: SURFACE MOTION
 AW0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0150+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0150
 AW0150  HISTORY     - Date     Condition        Report By
 AW0150  HISTORY     - 1943     MONUMENTED       CGS
 AW0150  HISTORY     - 1973     GOOD             NGS
 AW0150  HISTORY     - 1978     GOOD             NGS
 AW0150  HISTORY     - 1978     GOOD             NGS
 AW0150  HISTORY     - 1986     GOOD             NGS
 AW0150  HISTORY     - 19970628 GOOD             USPSQD
 AW0150  HISTORY     - 20051009 GOOD             USPSQD
 AW0150
 AW0150                          STATION DESCRIPTION
 AW0150
 AW0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0150'4.7 MI N FROM ALVIN.
 AW0150'4.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0150'THE STATION AT ALVIN, AT THE SOUTHEAST CORNER OF A SHELL ROAD
 AW0150'CROSSING, 8 POLES SOUTH OF MILE POST 5, 52.0 FEET EAST OF THE EAST
 AW0150'RAIL, 57.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET
 AW0150'SOUTHEAST OF THE 8TH POLE SOUTH OF MILE POST 5, 3.0 FEET EAST OF AN
 AW0150'ANGLE FENCE POST, 0.5 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 AW0150'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND, AND ABOUT 5 FEET
 AW0150'LOWER THAN THE TRACK.
 AW0150
 AW0150                          STATION RECOVERY (1978)
 AW0150
 AW0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0150'RECOVERED IN GOOD CONDITION.
 AW0150
 AW0150                          STATION RECOVERY (1978)
 AW0150
 AW0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0150'RECOVERED IN GOOD CONDITION.
 AW0150
 AW0150                          STATION RECOVERY (1986)
 AW0150
 AW0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0150'RECOVERED IN GOOD CONDITION.
 AW0150
 AW0150                          STATION RECOVERY (1997)
 AW0150
 AW0150'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW0150'RECOVERED IN GOOD CONDITION.
 AW0150
 AW0150                          STATION RECOVERY (2005)
 AW0150
 AW0150'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0150'FROM MARK AW153 TAKE THE INDUSTRAL ROAD SOUTH TO THE MARK.  THEN TAKE
 AW0150'THE DIRT TRAIL TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0170 ***********************************************************************
 BY0170  DESIGNATION -  J 892
 BY0170  PID         -  BY0170
 BY0170  STATE/COUNTY-  TX/NACOGDOCHES
 BY0170  USGS QUAD   -  MARTINSVILLE (1984)
 BY0170
 BY0170                         *CURRENT SURVEY CONTROL
 BY0170  ___________________________________________________________________
 BY0170* NAD 83(1986)-  31 41 52.     (N)    094 26 23.     (W)     SCALED    
 BY0170* NAVD 88     -        98.18   (+/-2cm)     322.1    (feet)  VERTCON   
 BY0170  ___________________________________________________________________
 BY0170  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BY0170
 BY0170  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0170
 BY0170.The horizontal coordinates were scaled from a topographic map and have
 BY0170.an estimated accuracy of +/- 6 seconds.
 BY0170
 BY0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0170.The vertical order pertains to the NGVD 29 superseded value.
 BY0170
 BY0170.The geoid height was determined by GEOID03.
 BY0170
 BY0170;                    North         East    Units  Estimated Accuracy
 BY0170;SPC TX C     - 3,239,960.    1,258,440.      MT  (+/- 180 meters Scaled)
 BY0170
 BY0170                          SUPERSEDED SURVEY CONTROL
 BY0170
 BY0170  NGVD 29 (??/??/92)   98.193  (m)          322.15   (f) ADJ UNCH    2 0
 BY0170
 BY0170.Superseded values are not recommended for survey control.
 BY0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0170.See file dsdata.txt to determine how the superseded data were derived.
 BY0170
 BY0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR635078(NAD 83)
 BY0170_MARKER: DB = BENCH MARK DISK
 BY0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0170_STAMPING: J 892 1948
 BY0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0170+STABILITY: SURFACE MOTION
 BY0170
 BY0170  HISTORY     - Date     Condition        Report By
 BY0170  HISTORY     - 1948     MONUMENTED       CGS
 BY0170  HISTORY     - 19980919 GOOD             USPSQD
 BY0170
 BY0170                          STATION DESCRIPTION
 BY0170
 BY0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0170'4.5 MI N FROM MARTINSVILLE.
 BY0170'4.5 MILES NORTH ALONG THE MARTINSVILLE-GARRISON ROAD FROM THE J. L.
 BY0170'BURKE ROCK STORE BUILDING AT MARTINSVILLE, 0.45 MILE NORTH OF BRIDGE
 BY0170'OVER TURKEY CREEK, AT POINT WHERE THE ROAD FROM THE SOUTH MAKES A TURN
 BY0170'TO THE WEST, AT THE TOP OF A GRADE, AT A VACANT FARMHOUSE OWNED BY PAT
 BY0170'BURT, 125.0 FEET NORTHWEST OF A 20-INCH PINE TREE, 73.0 FEET NORTHEAST
 BY0170'OF A 24-INCH OAK TREE, 61.4 FEET NORTH OF A 16-INCH HOLLY TREE, 40.0
 BY0170'FEET NORTH OF THE CENTER LINE OF THE ROAD, 32.3 FEET SOUTHEAST OF THE
 BY0170'SOUTHEAST CORNER OF THE FARMHOUSE, 1.5 FEET EAST OF A REFERENCE POST,
 BY0170'1.0 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0170'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BY0170
 BY0170                          STATION RECOVERY (1998)
 BY0170
 BY0170'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1178 ***********************************************************************
 BY1178  DESIGNATION -  J 893
 BY1178  PID         -  BY1178
 BY1178  STATE/COUNTY-  TX/NACOGDOCHES
 BY1178  USGS QUAD   -  WODEN (1983)
 BY1178
 BY1178                         *CURRENT SURVEY CONTROL
 BY1178  ___________________________________________________________________
 BY1178* NAD 83(1986)-  31 36 12.     (N)    094 35 13.     (W)     SCALED    
 BY1178* NAVD 88     -       101.17   (+/-2cm)     331.9    (feet)  VERTCON   
 BY1178  ___________________________________________________________________
 BY1178  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY1178
 BY1178  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1178
 BY1178.The horizontal coordinates were scaled from a topographic map and have
 BY1178.an estimated accuracy of +/- 6 seconds.
 BY1178
 BY1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1178.The vertical order pertains to the NGVD 29 superseded value.
 BY1178
 BY1178.The geoid height was determined by GEOID03.
 BY1178
 BY1178;                    North         East    Units  Estimated Accuracy
 BY1178;SPC TX C     - 3,228,780.    1,245,040.      MT  (+/- 180 meters Scaled)
 BY1178
 BY1178                          SUPERSEDED SURVEY CONTROL
 BY1178
 BY1178  NGVD 29 (??/??/92)  101.249  (m)          332.18   (f) ADJ UNCH    2 0
 BY1178
 BY1178.Superseded values are not recommended for survey control.
 BY1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1178.See file dsdata.txt to determine how the superseded data were derived.
 BY1178
 BY1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ494975(NAD 83)
 BY1178_MARKER: DB = BENCH MARK DISK
 BY1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1178_STAMPING: J 893 1948
 BY1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1178+STABILITY: SURFACE MOTION
 BY1178
 BY1178  HISTORY     - Date     Condition        Report By
 BY1178  HISTORY     - 1948     MONUMENTED       CGS
 BY1178  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1178
 BY1178                          STATION DESCRIPTION
 BY1178
 BY1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1178'3.05 MI E FROM NACOGDOCHES.
 BY1178'3.05 MILES EAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF STATE
 BY1178'HIGHWAYS 7 AND 21 AT NACOGDOCHES, APPROXIMATELY 410.0 FEET WEST OF
 BY1178'JUNCTION WITH A DIRT ROAD LEADING SOUTH, 84.5 FEET EAST OF THE
 BY1178'SOUTHEAST CORNER OF FRONT PORCH FOR THE HOME OF RIDER M. JOHNSON, 52.0
 BY1178'FEET WEST OF A T FENCE CORNER, 51.0 FEET NORTH OF THE CENTER LINE OF
 BY1178'THE HIGHWAY, 8.0 FEET SOUTHEAST OF A POWER POLE, 2.3 FEET NORTH OF A
 BY1178'REFERENCE POST, 1.5 FEET NORTH OF A FENCE LINE, AND SET IN THE TOP OF
 BY1178'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY1178
 BY1178                          STATION RECOVERY (1998)
 BY1178
 BY1178'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0255 ***********************************************************************
 BY0255  DESIGNATION -  J 894
 BY0255  PID         -  BY0255
 BY0255  STATE/COUNTY-  TX/NACOGDOCHES
 BY0255  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0255
 BY0255                         *CURRENT SURVEY CONTROL
 BY0255  ___________________________________________________________________
 BY0255* NAD 83(1986)-  31 34 53.     (N)    094 19 46.     (W)     SCALED    
 BY0255* NAVD 88     -        96.39   (+/-2cm)     316.2    (feet)  VERTCON   
 BY0255  ___________________________________________________________________
 BY0255  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BY0255
 BY0255  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0255
 BY0255.The horizontal coordinates were scaled from a topographic map and have
 BY0255.an estimated accuracy of +/- 6 seconds.
 BY0255
 BY0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0255.The vertical order pertains to the NGVD 29 superseded value.
 BY0255
 BY0255.The geoid height was determined by GEOID03.
 BY0255
 BY0255;                    North         East    Units  Estimated Accuracy
 BY0255;SPC TX C     - 3,227,640.    1,269,570.      MT  (+/- 180 meters Scaled)
 BY0255
 BY0255                          SUPERSEDED SURVEY CONTROL
 BY0255
 BY0255  NGVD 29 (??/??/92)   96.429  (m)          316.37   (f) ADJ UNCH    2 0
 BY0255
 BY0255.Superseded values are not recommended for survey control.
 BY0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0255.See file dsdata.txt to determine how the superseded data were derived.
 BY0255
 BY0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ738948(NAD 83)
 BY0255_MARKER: DB = BENCH MARK DISK
 BY0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0255_STAMPING: J 894 1949
 BY0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0255+STABILITY: SURFACE MOTION
 BY0255
 BY0255  HISTORY     - Date     Condition        Report By
 BY0255  HISTORY     - 1949     MONUMENTED       CGS
 BY0255
 BY0255                          STATION DESCRIPTION
 BY0255
 BY0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0255'2.4 MI NE FROM ATTOYAC.
 BY0255'2.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD LEADING TO THE ATTOYAC
 BY0255'RIVER FROM THE POST OFFICE AT ATTOYAC, AT A FARM HOME OWNED BY JIM
 BY0255'FAULKNER AND OCCUPIED BY JIM P. COOK, 170.0 FEET NORTHEAST OF THE EAST
 BY0255'CORNER OF THE HOUSE, 75.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BY0255'BARN, 40.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 15.0 FEET
 BY0255'NORTHWEST OF A FENCE CORNER POST, 1.8 FEET NORTHWEST OF A REFERENCE
 BY0255'POST, 0.8 FOOT SOUTHWEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 BY0255'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0195 ***********************************************************************
 BY0195  DESIGNATION -  J 895
 BY0195  PID         -  BY0195
 BY0195  STATE/COUNTY-  TX/SHELBY
 BY0195  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0195
 BY0195                         *CURRENT SURVEY CONTROL
 BY0195  ___________________________________________________________________
 BY0195* NAD 83(1986)-  31 40 17.     (N)    094 21 50.     (W)     SCALED    
 BY0195* NAVD 88     -       119.98   (+/-2cm)     393.6    (feet)  VERTCON   
 BY0195  ___________________________________________________________________
 BY0195  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BY0195
 BY0195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0195
 BY0195.The horizontal coordinates were scaled from a topographic map and have
 BY0195.an estimated accuracy of +/- 6 seconds.
 BY0195
 BY0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0195.The vertical order pertains to the NGVD 29 superseded value.
 BY0195
 BY0195.The geoid height was determined by GEOID03.
 BY0195
 BY0195;                    North         East    Units  Estimated Accuracy
 BY0195;SPC TX C     - 3,237,420.    1,265,770.      MT  (+/- 180 meters Scaled)
 BY0195
 BY0195                          SUPERSEDED SURVEY CONTROL
 BY0195
 BY0195  NGVD 29 (??/??/92)  120.002  (m)          393.71   (f) ADJ UNCH    2 0
 BY0195
 BY0195.Superseded values are not recommended for survey control.
 BY0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0195.See file dsdata.txt to determine how the superseded data were derived.
 BY0195
 BY0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR707048(NAD 83)
 BY0195_MARKER: DB = BENCH MARK DISK
 BY0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0195_STAMPING: J 895 1949
 BY0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0195+STABILITY: SURFACE MOTION
 BY0195
 BY0195  HISTORY     - Date     Condition        Report By
 BY0195  HISTORY     - 1949     MONUMENTED       CGS
 BY0195
 BY0195                          STATION DESCRIPTION
 BY0195
 BY0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0195'3.9 MI NE FROM MARTINSVILLE.
 BY0195'3.9 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM THE J. L. BURK ROCK
 BY0195'STORE BUILDING AT MARTINSVILLE, 0.65 MILE SOUTHWEST OF A WHITE FRAME
 BY0195'CHURCH AND A CEMETERY, 0.35 MILE NORTHEAST OF A JUNCTION WITH A ROAD
 BY0195'LEADING SOUTH, 79.8 FEET SOUTH OF THE SOUTHWEST CORNER OF THE MACK
 BY0195'HOUSTON RESIDENCE, 72.0 FEET SOUTHWEST OF A WELL, 71.7 FEET NORTHWEST
 BY0195'OF THE CENTER LINE OF THE HIGHWAY, 50.4 FEET WEST OF A 32-INCH OAK
 BY0195'TREE, 23.7 FEET NORTH OF A FENCE CORNER, 1.8 FEET SOUTH OF A REFERENCE
 BY0195'POST, 1.1 FEET EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 BY0195'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0379 ***********************************************************************
 BL0379  DESIGNATION -  J 896
 BL0379  PID         -  BL0379
 BL0379  STATE/COUNTY-  TX/LIBERTY
 BL0379  USGS QUAD   -  LIBERTY (1984)
 BL0379
 BL0379                         *CURRENT SURVEY CONTROL
 BL0379  ___________________________________________________________________
 BL0379* NAD 83(1986)-  30 03 29.     (N)    094 48 17.     (W)     SCALED    
 BL0379* NAVD 88     -         9.54   (+/-2cm)      31.3    (feet)  VERTCON   
 BL0379  ___________________________________________________________________
 BL0379  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0379  OBS GRAVITY -     979,307.6   (mgal)                       GRAV_OBS
 BL0379
 BL0379  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0379
 BL0379.The horizontal coordinates were scaled from a topographic map and have
 BL0379.an estimated accuracy of +/- 6 seconds.
 BL0379
 BL0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0379.The vertical order pertains to the NGVD 29 superseded value.
 BL0379
 BL0379.The geoid height was determined by GEOID03.
 BL0379.The observed gravity was obtained from relative gravimeter ties
 BL0379.to the IGSN71 gravity network.
 BL0379
 BL0379;                    North         East    Units  Estimated Accuracy
 BL0379;SPC TX C     - 3,056,630.    1,232,910.      MT  (+/- 180 meters Scaled)
 BL0379
 BL0379                          SUPERSEDED SURVEY CONTROL
 BL0379
 BL0379  NGVD 29 (??/??/92)    9.548  (m)           31.33   (f) ADJ UNCH    1 1
 BL0379
 BL0379.Superseded values are not recommended for survey control.
 BL0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0379.See file dsdata.txt to determine how the superseded data were derived.
 BL0379
 BL0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP260265(NAD 83)
 BL0379_MARKER: DB = BENCH MARK DISK
 BL0379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL0379_SP_SET: SMALL CULVERT HEADWALL
 BL0379_STAMPING: J 896 1943
 BL0379_MARK LOGO: CGS   
 BL0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0379+STABILITY: SURFACE MOTION
 BL0379
 BL0379  HISTORY     - Date     Condition        Report By
 BL0379  HISTORY     - 1943     MONUMENTED       CGS
 BL0379  HISTORY     - 1972     GOOD             NGS
 BL0379  HISTORY     - 1987     POOR             NGS
 BL0379  HISTORY     - 1988     GOOD             USPSQD
 BL0379  HISTORY     - 1989     GOOD             USPSQD
 BL0379  HISTORY     - 1990     GOOD             USPSQD
 BL0379  HISTORY     - 19960801 MARK NOT FOUND   USPSQD
 BL0379  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BL0379  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0379
 BL0379                          STATION DESCRIPTION
 BL0379
 BL0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0379'IN LIBERTY.
 BL0379'AT LIBERTY, ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE EAST
 BL0379'JUNCTION OF STATE HIGHWAY 146, THENCE ABOUT 0.1 MILE NORTH ALONG
 BL0379'LOUISIANA STREET, ABOUT 0.6 MILE WEST ALONG COMMERCE AVENUE FROM THE
 BL0379'SOUTHERN PACIFIC RAILROAD STATION, AT THE NORTHEAST CORNER OF THE
 BL0379'INTERSECTION OF LOUISIANA STREET AND COMMERCE AVENUE, 34 1/2 FEET
 BL0379'NORTH OF THE CENTER LINE OF THE AVENUE, 24 FEET EAST OF THE CENTER
 BL0379'LINE OF THE STREET, 96.6 FEET NORTHWEST OF AND ACROSS COMMERCE AVENUE
 BL0379'FROM BENCH MARK C 1202 1972, SET IN TOP AND IN THE CENTER OF THE SOUTH
 BL0379'CONCRETE HEADWALL FOR AN 18-INCH PIPE CULVERT AND ABOUT 1 FOOT ABOVE
 BL0379'THE LEVEL OF THE STREET.  THIS IS NOT CONSIDERED A GOOD STRUCTURE TO
 BL0379'SUPPORT A VERTICAL CONTROL MARK.
 BL0379
 BL0379                          STATION RECOVERY (1987)
 BL0379
 BL0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0379'RECOVERED IN POOR CONDITION.  THE HEADWALL IS CRACKED AND TILTED.  NOT
 BL0379'LEVELED THIS SURVEY.
 BL0379
 BL0379                          STATION RECOVERY (1988)
 BL0379
 BL0379'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0379'RECOVERED IN GOOD CONDITION.
 BL0379
 BL0379                          STATION RECOVERY (1989)
 BL0379
 BL0379'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0379'RECOVERED IN GOOD CONDITION.
 BL0379
 BL0379                          STATION RECOVERY (1990)
 BL0379
 BL0379'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0379'RECOVERED IN GOOD CONDITION.
 BL0379
 BL0379                          STATION RECOVERY (1996)
 BL0379
 BL0379'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0379'MARK NOT FOUND.
 BL0379
 BL0379                          STATION RECOVERY (2003)
 BL0379
 BL0379'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0379'MARK NOT FOUND.
 BL0379
 BL0379                          STATION RECOVERY (2004)
 BL0379
 BL0379'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1476 ***********************************************************************
 BY1476  DESIGNATION -  J 897
 BY1476  PID         -  BY1476
 BY1476  STATE/COUNTY-  TX/HOUSTON
 BY1476  USGS QUAD   -  KENNARD (1951)
 BY1476
 BY1476                         *CURRENT SURVEY CONTROL
 BY1476  ___________________________________________________________________
 BY1476* NAD 83(1986)-  31 22 06.     (N)    095 09 10.     (W)     SCALED    
 BY1476* NAVD 88     -        92.70   (+/-2cm)     304.1    (feet)  VERTCON   
 BY1476  ___________________________________________________________________
 BY1476  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1476
 BY1476  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1476
 BY1476.The horizontal coordinates were scaled from a topographic map and have
 BY1476.an estimated accuracy of +/- 6 seconds.
 BY1476
 BY1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1476.The vertical order pertains to the NGVD 29 superseded value.
 BY1476
 BY1476.The geoid height was determined by GEOID03.
 BY1476
 BY1476;                    North         East    Units  Estimated Accuracy
 BY1476;SPC TX C     - 3,200,110.    1,192,630.      MT  (+/- 180 meters Scaled)
 BY1476
 BY1476                          SUPERSEDED SURVEY CONTROL
 BY1476
 BY1476  NGVD 29 (??/??/92)   92.731  (m)          304.24   (f) ADJ UNCH    2 0
 BY1476
 BY1476.Superseded values are not recommended for survey control.
 BY1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1476.See file dsdata.txt to determine how the superseded data were derived.
 BY1476
 BY1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ952724(NAD 83)
 BY1476_MARKER: DB = BENCH MARK DISK
 BY1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1476_STAMPING: J 897 1948
 BY1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1476+STABILITY: SURFACE MOTION
 BY1476
 BY1476  HISTORY     - Date     Condition        Report By
 BY1476  HISTORY     - 1948     MONUMENTED       CGS
 BY1476
 BY1476                          STATION DESCRIPTION
 BY1476
 BY1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1476'2.1 MI SE FROM KENNARD.
 BY1476'1.3 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE POST OFFICE AT
 BY1476'KENNARD, THENCE 0.8 MILE SOUTHEAST ALONG A GRADED DIRT ROAD, 102.0
 BY1476'FEET NORTH OF THE NORTHWEST CORNER OF AN ABANDONED HOUSE, 32.8 FEET
 BY1476'NORTH OF THE CENTER OF THE ROAD, 19.0 FEET NORTH OF TWO 36-INCH OAK
 BY1476'TREES, 1.4 FEET SOUTH OF A WIRE FENCE, 1.3 FEET NORTH OF A WITNESS
 BY1476'POST AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 BY1476'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0157 ***********************************************************************
 BZ0157  DESIGNATION -  J 898
 BZ0157  PID         -  BZ0157
 BZ0157  STATE/COUNTY-  TX/FREESTONE
 BZ0157  USGS QUAD   -  LANELY (1982)
 BZ0157
 BZ0157                         *CURRENT SURVEY CONTROL
 BZ0157  ___________________________________________________________________
 BZ0157* NAD 83(1986)-  31 30 04.     (N)    096 05 23.     (W)     SCALED    
 BZ0157* NAVD 88     -       110.982  (meters)     364.11   (feet)  ADJUSTED  
 BZ0157  ___________________________________________________________________
 BZ0157  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BZ0157  DYNAMIC HT  -         110.846 (meters)     363.67  (feet)  COMP
 BZ0157  MODELED GRAV-     979,416.0   (mgal)                       NAVD 88
 BZ0157
 BZ0157  VERT ORDER  -  SECOND    CLASS 0
 BZ0157
 BZ0157.The horizontal coordinates were scaled from a topographic map and have
 BZ0157.an estimated accuracy of +/- 6 seconds.
 BZ0157
 BZ0157.The orthometric height was determined by differential leveling
 BZ0157.and adjusted by the National Geodetic Survey in June 1991..
 BZ0157
 BZ0157.The geoid height was determined by GEOID03.
 BZ0157
 BZ0157.The dynamic height is computed by dividing the NAVD 88
 BZ0157.geopotential number by the normal gravity value computed on the
 BZ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0157.degrees latitude (g = 980.6199 gals.).
 BZ0157
 BZ0157.The modeled gravity was interpolated from observed gravity values.
 BZ0157
 BZ0157;                    North         East    Units  Estimated Accuracy
 BZ0157;SPC TX C     - 3,211,050.    1,103,020.      MT  (+/- 180 meters Scaled)
 BZ0157
 BZ0157                          SUPERSEDED SURVEY CONTROL
 BZ0157
 BZ0157  NGVD 29 (??/??/92)  110.971  (m)          364.08   (f) ADJ UNCH    2 0
 BZ0157
 BZ0157.Superseded values are not recommended for survey control.
 BZ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0157.See file dsdata.txt to determine how the superseded data were derived.
 BZ0157
 BZ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV764888(NAD 83)
 BZ0157_MARKER: DB = BENCH MARK DISK
 BZ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0157_STAMPING: J 898 1948
 BZ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0157+STABILITY: SURFACE MOTION
 BZ0157
 BZ0157  HISTORY     - Date     Condition        Report By
 BZ0157  HISTORY     - 1948     MONUMENTED       CGS
 BZ0157
 BZ0157                          STATION DESCRIPTION
 BZ0157
 BZ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0157'3.4 MI NW FROM BUFFALO.
 BZ0157'0.4 MILE SOUTHWEST ALONG COMMERCE STREET FROM THE POST OFFICE AT
 BZ0157'BUFFALO, THENCE 3.0 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 75, AT A
 BZ0157'DIRT T-ROAD LEADING WEST, 218.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 BZ0157'OF A HOUSE, 83.3 FEET SOUTHWEST AND ABOUT 2.0 FEET ABOVE THE CENTER OF
 BZ0157'THE HIGHWAY, 65.5 FEET SOUTH OF A POWER POLE, 64.0 FEET NORTHEAST OF
 BZ0157'THE EXTENDED CENTER OF A DRIVEWAY, 31.6 FEET SOUTHEAST OF THE CENTER
 BZ0157'OF THE DIRT T-ROAD, 30.9 FEET SOUTHWEST OF A FENCE CORNER, 15.0 FEET
 BZ0157'EAST OF A GROUP OF FOUR MAIL BOXES, 1.4 FEET NORTHWEST OF A WIRE
 BZ0157'FENCE, 1.4 FEET NORTHEAST OF A WITNESS POST AND SET IN THE TOP OF A
 BZ0157'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0185 ***********************************************************************
 BZ0185  DESIGNATION -  J 899
 BZ0185  PID         -  BZ0185
 BZ0185  STATE/COUNTY-  TX/FREESTONE
 BZ0185  USGS QUAD   -  DEW (1982)
 BZ0185
 BZ0185                         *CURRENT SURVEY CONTROL
 BZ0185  ___________________________________________________________________
 BZ0185* NAD 83(1986)-  31 35 41.     (N)    096 08 26.     (W)     SCALED    
 BZ0185* NAVD 88     -       141.469  (meters)     464.14   (feet)  ADJUSTED  
 BZ0185  ___________________________________________________________________
 BZ0185  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BZ0185  DYNAMIC HT  -         141.297 (meters)     463.57  (feet)  COMP
 BZ0185  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 BZ0185
 BZ0185  VERT ORDER  -  SECOND    CLASS 0
 BZ0185
 BZ0185.The horizontal coordinates were scaled from a topographic map and have
 BZ0185.an estimated accuracy of +/- 6 seconds.
 BZ0185
 BZ0185.The orthometric height was determined by differential leveling
 BZ0185.and adjusted by the National Geodetic Survey in June 1991..
 BZ0185
 BZ0185.The geoid height was determined by GEOID03.
 BZ0185
 BZ0185.The dynamic height is computed by dividing the NAVD 88
 BZ0185.geopotential number by the normal gravity value computed on the
 BZ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0185.degrees latitude (g = 980.6199 gals.).
 BZ0185
 BZ0185.The modeled gravity was interpolated from observed gravity values.
 BZ0185
 BZ0185;                    North         East    Units  Estimated Accuracy
 BZ0185;SPC TX C     - 3,221,240.    1,097,800.      MT  (+/- 180 meters Scaled)
 BZ0185
 BZ0185                          SUPERSEDED SURVEY CONTROL
 BZ0185
 BZ0185  NGVD 29 (??/??/92)  141.455  (m)          464.09   (f) ADJ UNCH    2 0
 BZ0185
 BZ0185.Superseded values are not recommended for survey control.
 BZ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0185.See file dsdata.txt to determine how the superseded data were derived.
 BZ0185
 BZ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV713990(NAD 83)
 BZ0185_MARKER: DB = BENCH MARK DISK
 BZ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0185_STAMPING: J 899 1948
 BZ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0185+STABILITY: SURFACE MOTION
 BZ0185
 BZ0185  HISTORY     - Date     Condition        Report By
 BZ0185  HISTORY     - 1948     MONUMENTED       CGS
 BZ0185  HISTORY     - 1976     GOOD
 BZ0185
 BZ0185                          STATION DESCRIPTION
 BZ0185
 BZ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0185'IN DEW.
 BZ0185'AT DEW, IN THE NORTHEAST CORNER OF THE DEW METHODIST CHURCH YARD,
 BZ0185'300.0 FEET NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY NO.75 AND STATE
 BZ0185'HIGHWAY NO.179, 195.0 FEET SOUTH AND ACROSS THE HIGHWAY FROM A BRICK
 BZ0185'GROCERY STORE, 54.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BZ0185'CHURCH, 54.5 FEET SOUTHWEST AND ABOUT 2.0 FEET ABOVE THE CENTER OF
 BZ0185'STATE HIGHWAY NO. 179, 6.0 FEET NORTHWEST OF THE CENTER OF A GROUP OF
 BZ0185'FIVE OAK TREES AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0185'0.4 FOOT ABOVE GROUND.
 BZ0185
 BZ0185                          STATION RECOVERY (1976)
 BZ0185
 BZ0185'RECOVERED 1976
 BZ0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0136 ***********************************************************************
 FL0136  DESIGNATION -  J 9
 FL0136  PID         -  FL0136
 FL0136  STATE/COUNTY-  TX/WHEELER
 FL0136  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0136
 FL0136                         *CURRENT SURVEY CONTROL
 FL0136  ___________________________________________________________________
 FL0136* NAD 83(1986)-  35 12 54.     (N)    100 11 01.     (W)     SCALED    
 FL0136* NAVD 88     -       700.708  (meters)    2298.91   (feet)  POSTED    
 FL0136  ___________________________________________________________________
 FL0136  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL0136  DYNAMIC HT  -         699.980 (meters)    2296.52  (feet)  COMP
 FL0136  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 FL0136
 FL0136  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FL0136
 FL0136.The horizontal coordinates were scaled from a topographic map and have
 FL0136.an estimated accuracy of +/- 6 seconds.
 FL0136
 FL0136.The orthometric height was determined by differential leveling
 FL0136.and adjusted by the National Geodetic Survey in 1992..
 FL0136.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FL0136.rate of 0.0 thru 1.0 mm/km.
 FL0136
 FL0136.The geoid height was determined by GEOID03.
 FL0136
 FL0136.The dynamic height is computed by dividing the NAVD 88
 FL0136.geopotential number by the normal gravity value computed on the
 FL0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0136.degrees latitude (g = 980.6199 gals.).
 FL0136
 FL0136.The modeled gravity was interpolated from observed gravity values.
 FL0136
 FL0136;                    North         East    Units  Estimated Accuracy
 FL0136;SPC TX N     - 1,135,590.      319,840.      MT  (+/- 180 meters Scaled)
 FL0136
 FL0136                          SUPERSEDED SURVEY CONTROL
 FL0136
 FL0136.No superseded survey control is available for this station.
 FL0136
 FL0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD922975(NAD 83)
 FL0136_MARKER: P = PIPE CAP
 FL0136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FL0136_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FL0136_STAMPING: J 9
 FL0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0136
 FL0136  HISTORY     - Date     Condition        Report By
 FL0136  HISTORY     - UNK      MONUMENTED       CGS
 FL0136  HISTORY     - 1953     MARK NOT FOUND   NGS
 FL0136
 FL0136                          STATION DESCRIPTION
 FL0136
 FL0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0136'3.8 MI E FROM SHAMROCK.
 FL0136'ABOUT 3.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND GULF RAILWAY
 FL0136'FROM SHAMROCK, WHEELER COUNTY, NEAR THE STATION SIGN, AT THE NORTHWEST
 FL0136'CORNER OF A HIGHWAY CROSSING, AND 47 FEET NORTH OF THE CENTER LINE OF
 FL0136'THE MAIN TRACK.  A STANDARD CAP, STAMPED J 9 AND FASTENED ON THE TOP
 FL0136'OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1845 ***********************************************************************
 BK1845  DESIGNATION -  J 90
 BK1845  PID         -  BK1845
 BK1845  STATE/COUNTY-  TX/JASPER
 BK1845  USGS QUAD   -  CALL JUNCTION (1984)
 BK1845
 BK1845                         *CURRENT SURVEY CONTROL
 BK1845  ___________________________________________________________________
 BK1845* NAD 83(1986)-  30 32 01.     (N)    093 55 39.     (W)     SCALED    
 BK1845* NAVD 88     -        30.719  (meters)     100.78   (feet)  ADJUSTED  
 BK1845  ___________________________________________________________________
 BK1845  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BK1845  DYNAMIC HT  -          30.679 (meters)     100.65  (feet)  COMP
 BK1845  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BK1845
 BK1845  VERT ORDER  -  FIRST     CLASS II
 BK1845
 BK1845.The horizontal coordinates were scaled from a topographic map and have
 BK1845.an estimated accuracy of +/- 6 seconds.
 BK1845
 BK1845.The orthometric height was determined by differential leveling
 BK1845.and adjusted by the National Geodetic Survey in June 1991..
 BK1845
 BK1845.The geoid height was determined by GEOID03.
 BK1845
 BK1845.The dynamic height is computed by dividing the NAVD 88
 BK1845.geopotential number by the normal gravity value computed on the
 BK1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1845.degrees latitude (g = 980.6199 gals.).
 BK1845
 BK1845.The modeled gravity was interpolated from observed gravity values.
 BK1845
 BK1845;                    North         East    Units  Estimated Accuracy
 BK1845;SPC TX C     - 3,113,800.    1,314,350.      MT  (+/- 180 meters Scaled)
 BK1845
 BK1845                          SUPERSEDED SURVEY CONTROL
 BK1845
 BK1845  NGVD 29 (??/??/??)   30.698  (m)          100.72   (f) ADJUSTED    1 2
 BK1845
 BK1845.Superseded values are not recommended for survey control.
 BK1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1845.See file dsdata.txt to determine how the superseded data were derived.
 BK1845
 BK1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP110782(NAD 83)
 BK1845_MARKER: DB = BENCH MARK DISK
 BK1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1845_STAMPING: J 90 1932
 BK1845_PROJECTION: PROJECTING 15 CENTIMETERS
 BK1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1845+STABILITY: SURFACE MOTION
 BK1845
 BK1845  HISTORY     - Date     Condition        Report By
 BK1845  HISTORY     - 1932     MONUMENTED       CGS
 BK1845  HISTORY     - 1934     GOOD             CGS
 BK1845  HISTORY     - 1979     GOOD             NGS
 BK1845  HISTORY     - 20050129 GOOD             USPSQD
 BK1845
 BK1845                          STATION DESCRIPTION
 BK1845
 BK1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1845'5.0 MI N FROM BESSMAY.
 BK1845'5.0 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1845'STATION AT BESSMAY, JASPER COUNTY, 0.4 MILE NORTH OF MILE POLE 43, 200
 BK1845'FEET NORTHWEST OF THE STATION SIGN AT LEVERTE, 50 FEET WEST OF THE
 BK1845'TRACK, 30 FEET SOUTHWEST OF A POLE, AND AT A FENCE LINE.  A STANDARD
 BK1845'DISK, STAMPED J 90 1932 AND SET IN THE TOP OF A CONCRETE POST.
 BK1845
 BK1845                          STATION RECOVERY (1934)
 BK1845
 BK1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1845'RECOVERED IN GOOD CONDITION.
 BK1845
 BK1845                          STATION RECOVERY (1979)
 BK1845
 BK1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1845'6.2 MILES NORTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BK1845'HIGHWAY 62 IN BUNA, THENCE 0.55 MILE EAST ALONG A DIRT ROAD, AT THE
 BK1845'GULF, COLORADO AND SANTE FE RAILROAD CROSSING, 600 FT. NORTH-NORTHEAST
 BK1845'OF THE CENTER OF THE CROSSING, 200 FT. NORTH OF A RAILROAD SIGN FOR
 BK1845'LE VERTE SIDING, 50.0 FT. NORTH OF A CORNER FENCE POST, 1.0 FT. WEST
 BK1845'OF A FENCE LINE, 50.0 FT. WEST OF THE WEST RAIL.
 BK1845'THE MARK IS 3 FT BELOW THE TRACKS.
 BK1845
 BK1845                          STATION RECOVERY (2005)
 BK1845
 BK1845'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 BK1845'MARKER IS LOCATED 219 FT NORTH OF THE LE VERTE RAILROAD SIDING SIGN
 BK1845'AND 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0732 ***********************************************************************
 BZ0732  SACS        -  This is a Secondary Airport Control Station.
 BZ0732  DESIGNATION -  J 900
 BZ0732  PID         -  BZ0732
 BZ0732  STATE/COUNTY-  TX/MCLENNAN
 BZ0732  USGS QUAD   -  WACO WEST (1975)
 BZ0732
 BZ0732                         *CURRENT SURVEY CONTROL
 BZ0732  ___________________________________________________________________
 BZ0732* NAD 83(1993)-  31 36 32.41990(N)    097 13 25.22016(W)     ADJUSTED  
 BZ0732* NAVD 88     -       152.553  (meters)     500.50   (feet)  ADJUSTED  
 BZ0732  ___________________________________________________________________
 BZ0732  X           -    -683,667.109 (meters)                     COMP
 BZ0732  Y           -  -5,393,859.388 (meters)                     COMP
 BZ0732  Z           -   3,323,652.066 (meters)                     COMP
 BZ0732  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 BZ0732  ELLIP HEIGHT-         125.33  (meters)          (03/15/01) GPS OBS
 BZ0732  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BZ0732  DYNAMIC HT  -         152.360 (meters)     499.87  (feet)  COMP
 BZ0732  MODELED GRAV-     979,373.3   (mgal)                       NAVD 88
 BZ0732
 BZ0732  HORZ ORDER  -  FIRST
 BZ0732  VERT ORDER  -  FIRST     CLASS II
 BZ0732  ELLP ORDER  -  FOURTH    CLASS II
 BZ0732
 BZ0732.This mark is at Waco Reg (ACT) Airport (ACT)
 BZ0732
 BZ0732.The horizontal coordinates were established by GPS observations
 BZ0732.and adjusted by the National Geodetic Survey in November 1996..
 BZ0732
 BZ0732.The orthometric height was determined by differential leveling
 BZ0732.and adjusted by the National Geodetic Survey in June 1991..
 BZ0732
 BZ0732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BZ0732
 BZ0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0732
 BZ0732.The ellipsoidal height was determined by GPS observations
 BZ0732.and is referenced to NAD 83.
 BZ0732
 BZ0732.The geoid height was determined by GEOID03.
 BZ0732
 BZ0732.The dynamic height is computed by dividing the NAVD 88
 BZ0732.geopotential number by the normal gravity value computed on the
 BZ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0732.degrees latitude (g = 980.6199 gals.).
 BZ0732
 BZ0732.The modeled gravity was interpolated from observed gravity values.
 BZ0732
 BZ0732;                    North         East     Units Scale Factor Converg.
 BZ0732;SPC TX C     - 3,219,447.049   995,024.965   MT  0.99993782   +1 36 06.0
 BZ0732;SPC TX C     -10,562,469.19  3,264,511.07   sFT  0.99993782   +1 36 06.0
 BZ0732;UTM  14      - 3,498,467.536   668,504.001   MT  0.99995020   +0 55 52.4
 BZ0732
 BZ0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0732!SPC TX C     -   0.99998032  x   0.99993782  =   0.99991814
 BZ0732!UTM  14      -   0.99998032  x   0.99995020  =   0.99993052
 BZ0732
 BZ0732                          SUPERSEDED SURVEY CONTROL
 BZ0732
 BZ0732  ELLIP H (11/18/96)  125.41   (m)                       GP(       ) 4 2
 BZ0732  NAD 83(1993)-  31 36 32.41535(N)    097 13 25.21684(W) AD(       ) 2
 BZ0732  NAD 83(1986)-  31 36 32.42563(N)    097 13 25.19856(W) AD(       ) 2
 BZ0732  NAD 27      -  31 36 31.83700(N)    097 13 24.19200(W) AD(       ) 2
 BZ0732  NAVD 88 (11/18/96)  152.55   (m)          500.5    (f) LEVELING    3  
 BZ0732  NGVD 29 (??/??/92)  152.486  (m)          500.28   (f) ADJ UNCH    1 2
 BZ0732
 BZ0732.Superseded values are not recommended for survey control.
 BZ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0732.See file dsdata.txt to determine how the superseded data were derived.
 BZ0732
 BZ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV6850498468(NAD 83)
 BZ0732_MARKER: DD = SURVEY DISK
 BZ0732_SETTING: 0 = UNSPECIFIED SETTING
 BZ0732_SP_SET: CONCRETE CORNER FOUNDATION PAD
 BZ0732_STAMPING: J 900 1944
 BZ0732_MARK LOGO: CGS   
 BZ0732_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BZ0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0732+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1995
 BZ0732
 BZ0732  HISTORY     - Date     Condition        Report By
 BZ0732  HISTORY     - 1944     MONUMENTED       CGS
 BZ0732  HISTORY     - 1969     GOOD             NGS
 BZ0732  HISTORY     - 1981     GOOD             USGS
 BZ0732  HISTORY     - 19930615 GOOD             NGS
 BZ0732  HISTORY     - 19950212 GOOD             NGS
 BZ0732  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0732  HISTORY     - 20010317 GOOD             USPSQD
 BZ0732
 BZ0732                          STATION DESCRIPTION
 BZ0732
 BZ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BZ0732'BENCH MARK J 900 IS AT WACO MUNICIPAL AIRPORT, AT THE FORMER
 BZ0732'SITE OF THE CONTROL TOWER, IN THE NW CORNER OF THE CONCRETE
 BZ0732'BASE OF THE NW LEG, AND ABOUT 3 IN. BELOW THE SURFACE OF THE
 BZ0732'GROUND.  IT IS 117.8 FT. W OF THE SW CORNER OF THE TERMINAL
 BZ0732'BUILDING, 42.5 FT. S OF THE CENTER OF A STEEL TOWER SUPPORTING
 BZ0732'A RADAR UNIT, AND 5 FT. W OF THE W EDGE OF THE CONCRETE
 BZ0732'WALK LEADING S FROM THE RADAR TOWER.  A STANDARD DISK, STAMPED
 BZ0732'J 900 1944.  (152.486 METERS OR 500.281 FEET.)
 BZ0732
 BZ0732                          STATION RECOVERY (1969)
 BZ0732
 BZ0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BZ0732'IN WACO MUNICIPAL AIRPORT.
 BZ0732'THE MARK IS LOCATED 117.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 BZ0732'OF THE TERMINAL BUILDING, 39.2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 BZ0732'CORNER OF A SMALL BRICK BUILDING, 34.8 FEET NORTHWEST OF A PARKING LOT
 BZ0732'CURB, AND 5.4 FEET SOUTHWEST OF A CONCRETE WALK LEADING TO A RADAR
 BZ0732'DOME.  NOTE-- THE MARK IS ABOUT THREE INCHES BELOW THE GROUND.
 BZ0732
 BZ0732                          STATION RECOVERY (1981)
 BZ0732
 BZ0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 BZ0732'THE MARK IS LOCATED AT WACO MUNICIPAL AIRPORT, WACO-MADISON COOPER
 BZ0732'AIRPORT. FROM THE MAIN TERMINAL BUILDING (AND CONTROL TOWER), STATION
 BZ0732'IS 117.8 FEET WEST OF BUILDING'S SW CORNER. TO THE SE OF THE TERMINAL
 BZ0732'BUILDING, THERE IS A SMALL BRICK BUILDING. FROM THE MOST EASTERLY
 BZ0732'CORNER OF THIS SMALL BUILDING, STATION IS 44.1 FEET SOUTH. TO WEST OF
 BZ0732'THIS SMALL BUILDING IS A TEXAS POWER AND LIGHT CO. LIGHT POLE MARKED
 BZ0732''4-30'. STATION IS 71.0 FEET SE OF THIS POLE. STATION IS LOCATED NEAR
 BZ0732'A SMALL PAVED RECTANGULAR PARKING AREA ADJACENT TO THE SOUTH OF THE
 BZ0732'SMALL BUILDING. A CURB SURROUNDS THIS PAVED AREA AND THE STATION LIES
 BZ0732'8.2 FEET EASTERLY FROM THE SW CORNER OF THIS CURB, AND 1.4 FEET FROM
 BZ0732'THE EDGE OF THIS CRUB - IN THE GRASS.
 BZ0732
 BZ0732                          STATION RECOVERY (1993)
 BZ0732
 BZ0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BZ0732'STATION IS LOCATED 117.8 FT (35.9 M) W FROM THE SW CORNER OF THE
 BZ0732'TERMINAL BUILDING.  NEAR THIS SIDE OF THE TERMINAL BUILDING LIES A
 BZ0732'SMALL BRICK BUILDING, STATION IS 44.1 FT (13.4 M) S FROM THE MOST
 BZ0732'EASTERLY CORNER OF THIS BUILDING.  NEXT TO THE SMALL BUILDING IS A
 BZ0732'CONCRETE PAD, STATION IS 47.8 FT (14.6 M) SE FROM THE NW CORNER OF
 BZ0732'THIS PAD.  BETWEEN THE PAD AND THE FENCELINE AT THE RAMP IS A LIGHT
 BZ0732'POLE, STATION IS 71 FT (21.6 M) SE FROM THIS POLE.  POLE IS A TEXAS
 BZ0732'POWER AND LIGHT CO POLE MARKED 4-30.  THE STATION IS LOCATED NEXT TO A
 BZ0732'CURB MARKING A SMALL RECTANGULAR PARKING AREA ADJACENT TO THE SOUTH OF
 BZ0732'THE SMALL BUILDING.  STATION LIES 8.2 FT (2.5 M) EASTERLY FROM THE SW
 BZ0732'CORNER OF THE CURB, AND 1.4 FT (0.4 M) FROM THE EDGE OF THIS CURB-IN
 BZ0732'THE GRASS.  STATION IS A STANDARD DISK STAMPED J 900 1944. NOTE, THIS
 BZ0732'IS NO CHECK POSITION.
 BZ0732
 BZ0732                          STATION RECOVERY (1995)
 BZ0732
 BZ0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BZ0732'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF WACO AT THE WACO
 BZ0732'REGIONAL AIRPORT, IN THE NORTH QUADRANT OF TWO PARKING AREAS, AND JUST
 BZ0732'SOUTHWEST OF THE TERMINAL BUILDING.  OWNERSHIP--CITY OF WACO, ROUTE 10
 BZ0732'BOX 176, WACO, TX 76708.  AIRPORT MANAGER IS WALT SCHRUPP, PHONE
 BZ0732'817-750-5956.  HAROLD MCGILVRAY IS FAA FACILITY MANAGER, MAINTENANCE
 BZ0732'IS WILLIAM BRAY, PHONE 817-756-1070.  TO REACH FROM THE UNDERPASS AT
 BZ0732'THE JUNCTION OF INTERSTATE HIGHWAY 35, STATE LOOP HIGHWAY 340 AND FARM
 BZ0732'ROAD 3051 (LAKE SHORE DRIVE) (EXIT 339) ON THE NORTH SIDE OF WACO, GO
 BZ0732'WESTERLY ON FARM ROAD 3051 FOR 5.31 KM (3.30 MI) TO A CROSSROAD,
 BZ0732'MARTIN LUTHER KING BOULEVARD ON THE LEFT AND STEINBECK BEND ON THE
 BZ0732'RIGHT.  TURN RIGHT, NORTHWEST, THEN SOUTHWEST, ON STEINBECK BEND FOR
 BZ0732'5.15 KM (3.20 MI) TO A CROSSROAD (AIRPORT ROAD) .  TURN RIGHT,
 BZ0732'NORTHWEST, ON AIRPORT ROAD FOR 1.1 KM (0.70 MI) TO A Y-JUNCTION LEFT.
 BZ0732'CONTINUE AHEAD, NORTHWEST, ON AIRPORT ROAD FOR 0.51 KM (0.30 MI) TO A
 BZ0732'PAVED ROAD RIGHT LEADING TO THE TERMINAL.  TURN RIGHT, NORTHWEST, ON
 BZ0732'THE ROAD FOR 0.15 KM (0.10 MI) TO THE STATION ON THE SOUTHWEST SIDE OF
 BZ0732'THE TERMINAL. STATION IS SET FLUSH IN THE NORTH CORNER OF A 0.75 M
 BZ0732'(2.46 FT) SQUARE CONCRETE PAD.  IT IS 35.9 M (117.8 FT) SOUTHWEST OF
 BZ0732'THE SOUTHWEST CORNER OF THE TERMINAL BUILDING, 21.6 M (70.9 FT)
 BZ0732'SOUTHEAST OF POER POLE NUMBER 4-30, 14.5 M (47.6 FT) SOUTHEAST OF A
 BZ0732'CONCRETE PAD WEST OF A SMALL BRICK BUILDING, 13.4 M (44.0 FT) SOUTH OF
 BZ0732'THE EAST CORNER OF A BRICK BUILDING, 2.5 M (8.2 FT) NORTHEAST OF THE
 BZ0732'CORNER OF A CURB, AND 0.4 M (1.3 FT) SOUTHEAST OF A CURB.  NOTE--THIS
 BZ0732'STATION WAS SELECTED AS A SACS.  DESCRIBED BY D.G.  AUG
 BZ0732
 BZ0732                          STATION RECOVERY (1995)
 BZ0732
 BZ0732'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0732'MARK NOT FOUND.
 BZ0732
 BZ0732                          STATION RECOVERY (2001)
 BZ0732
 BZ0732'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0211 ***********************************************************************
 BL0211  DESIGNATION -  J 901
 BL0211  PID         -  BL0211
 BL0211  STATE/COUNTY-  TX/JEFFERSON
 BL0211  USGS QUAD   -  CHINA (1985)
 BL0211
 BL0211                         *CURRENT SURVEY CONTROL
 BL0211  ___________________________________________________________________
 BL0211* NAD 83(1986)-  30 03 29.     (N)    094 15 35.     (W)     SCALED    
 BL0211* NAVD 88     -        10.611  (meters)      34.81   (feet)  ADJUSTED  
 BL0211  ___________________________________________________________________
 BL0211  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0211  DYNAMIC HT  -          10.597 (meters)      34.77  (feet)  COMP
 BL0211  MODELED GRAV-     979,306.1   (mgal)                       NAVD 88
 BL0211  OBS GRAVITY -     979,308.5   (mgal)                       GRAV_OBS
 BL0211
 BL0211  VERT ORDER  -  FIRST     CLASS I
 BL0211
 BL0211.The horizontal coordinates were scaled from a topographic map and have
 BL0211.an estimated accuracy of +/- 6 seconds.
 BL0211
 BL0211.The orthometric height was determined by differential leveling
 BL0211.and adjusted by the National Geodetic Survey in June 1991..
 BL0211
 BL0211.The geoid height was determined by GEOID03.
 BL0211
 BL0211.The dynamic height is computed by dividing the NAVD 88
 BL0211.geopotential number by the normal gravity value computed on the
 BL0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0211.degrees latitude (g = 980.6199 gals.).
 BL0211
 BL0211.The modeled gravity was interpolated from observed gravity values.
 BL0211.The observed gravity was obtained from relative gravimeter ties
 BL0211.to the IGSN71 gravity network.
 BL0211
 BL0211;                    North         East    Units  Estimated Accuracy
 BL0211;SPC TXSC     - 4,255,830.    1,056,950.      MT  (+/- 180 meters Scaled)
 BL0211
 BL0211                          SUPERSEDED SURVEY CONTROL
 BL0211
 BL0211  NGVD 29 (??/??/92)   10.628  (m)           34.87   (f) ADJ UNCH    1 1
 BL0211
 BL0211.Superseded values are not recommended for survey control.
 BL0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0211.See file dsdata.txt to determine how the superseded data were derived.
 BL0211
 BL0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP785258(NAD 83)
 BL0211_MARKER: DB = BENCH MARK DISK
 BL0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0211_SP_SET: CULVERT
 BL0211_STAMPING: J 901 1944
 BL0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0211+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 BL0211
 BL0211  HISTORY     - Date     Condition        Report By
 BL0211  HISTORY     - 1944     MONUMENTED       CGS
 BL0211  HISTORY     - 1972     GOOD             NGS
 BL0211  HISTORY     - 19870815 GOOD             USPSQD
 BL0211  HISTORY     - 1988     GOOD             USPSQD
 BL0211  HISTORY     - 1988     GOOD             USPSQD
 BL0211  HISTORY     - 1988     POOR             USPSQD
 BL0211  HISTORY     - 1989     GOOD             USPSQD
 BL0211  HISTORY     - 1990     POOR             USPSQD
 BL0211  HISTORY     - 1990     GOOD             USPSQD
 BL0211  HISTORY     - 19900207 GOOD             USPSQD
 BL0211  HISTORY     - 19940805 GOOD             USPSQD
 BL0211  HISTORY     - 19990728 GOOD             USPSQD
 BL0211  HISTORY     - 20010331 GOOD             NGS
 BL0211  HISTORY     - 20010331 GOOD             NGS
 BL0211  HISTORY     - 20030304 GOOD             USPSQD
 BL0211  HISTORY     - 20040304 GOOD             USPSQD
 BL0211
 BL0211                          STATION DESCRIPTION
 BL0211
 BL0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0211'4.25 MI W FROM AMELIA.
 BL0211'ABOUT 4.25 MILES WEST ALONG U. S. HIGHWAY 90 FROM THE INTERSECTION OF
 BL0211'STATE HIGHWAY 364 AT AMELIA, AT THE EAST EDGE OF THE SMALL COMMUNITY
 BL0211'OF PINE ISLAND, 21.3 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND
 BL0211'LANE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH
 BL0211'HEADWALL TO A 12-FOOT CONCRETE BOX CULVERT OVER A DRAINAGE DITCH AND
 BL0211'UNDER THE WESTBOUND LANE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 BL0211'HIGHWAY.
 BL0211
 BL0211                          STATION RECOVERY (1987)
 BL0211
 BL0211'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0211'RECOVERED IN GOOD CONDITION.
 BL0211
 BL0211                          STATION RECOVERY (1988)
 BL0211
 BL0211'RECOVERY NOTE BY US POWER SQUADRON 1988 (WET)
 BL0211'RECOVERED IN GOOD CONDITION.
 BL0211
 BL0211                          STATION RECOVERY (1988)
 BL0211
 BL0211'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0211'RECOVERED IN GOOD CONDITION.
 BL0211
 BL0211                          STATION RECOVERY (1988)
 BL0211
 BL0211'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0211'MARK RECOVERED IN POOR CONDITION.
 BL0211
 BL0211                          STATION RECOVERY (1989)
 BL0211
 BL0211'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0211'RECOVERED IN GOOD CONDITION.
 BL0211
 BL0211                          STATION RECOVERY (1990)
 BL0211
 BL0211'RECOVERY NOTE BY US POWER SQUADRON 1990 (PHH)
 BL0211'MARK RECOVERED IN POOR CONDITION.
 BL0211
 BL0211                          STATION RECOVERY (1990)
 BL0211
 BL0211'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0211'RECOVERED IN GOOD CONDITION.
 BL0211
 BL0211                          STATION RECOVERY (1990)
 BL0211
 BL0211'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0211'RECOVERED IN GOOD CONDITION.
 BL0211
 BL0211                          STATION RECOVERY (1994)
 BL0211
 BL0211'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0211'RECOVERED IN GOOD CONDITION.
 BL0211
 BL0211                          STATION RECOVERY (1999)
 BL0211
 BL0211'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0211'RECOVERED IN GOOD CONDITION.
 BL0211
 BL0211                          STATION RECOVERY (2001)
 BL0211
 BL0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0211'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0211
 BL0211                          STATION RECOVERY (2001)
 BL0211
 BL0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0211'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0211
 BL0211                          STATION RECOVERY (2003)
 BL0211
 BL0211'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0211'RECOVERED IN GOOD CONDITION.
 BL0211
 BL0211                          STATION RECOVERY (2004)
 BL0211
 BL0211'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0540 ***********************************************************************
 DN0540  DESIGNATION -  J 902
 DN0540  PID         -  DN0540
 DN0540  STATE/COUNTY-  TX/GRAYSON
 DN0540  USGS QUAD   -  SHERMAN NW (1974)
 DN0540
 DN0540                         *CURRENT SURVEY CONTROL
 DN0540  ___________________________________________________________________
 DN0540* NAD 83(1986)-  33 42 34.     (N)    096 39 49.     (W)     SCALED    
 DN0540* NAVD 88     -       235.255  (meters)     771.83   (feet)  ADJUSTED  
 DN0540  ___________________________________________________________________
 DN0540  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DN0540  DYNAMIC HT  -         235.002 (meters)     771.00  (feet)  COMP
 DN0540  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 DN0540
 DN0540  VERT ORDER  -  SECOND    CLASS 0
 DN0540
 DN0540.This mark is at Grayson Co (F39) Airport (F39)
 DN0540
 DN0540.The horizontal coordinates were scaled from a topographic map and have
 DN0540.an estimated accuracy of +/- 6 seconds.
 DN0540
 DN0540.The orthometric height was determined by differential leveling
 DN0540.and adjusted by the National Geodetic Survey in June 1991..
 DN0540
 DN0540.The geoid height was determined by GEOID03.
 DN0540
 DN0540.The dynamic height is computed by dividing the NAVD 88
 DN0540.geopotential number by the normal gravity value computed on the
 DN0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0540.degrees latitude (g = 980.6199 gals.).
 DN0540
 DN0540.The modeled gravity was interpolated from observed gravity values.
 DN0540
 DN0540;                    North         East    Units  Estimated Accuracy
 DN0540;SPC TXNC     - 2,228,020.      770,210.      MT  (+/- 180 meters Scaled)
 DN0540
 DN0540                          SUPERSEDED SURVEY CONTROL
 DN0540
 DN0540  NGVD 29 (??/??/92)  235.219  (m)          771.71   (f) ADJ UNCH    2 0
 DN0540
 DN0540.Superseded values are not recommended for survey control.
 DN0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0540.See file dsdata.txt to determine how the superseded data were derived.
 DN0540
 DN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC165323(NAD 83)
 DN0540_MARKER: DB = BENCH MARK DISK
 DN0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0540_SP_SET: CONCRETE BASE
 DN0540_STAMPING: J 902 1945
 DN0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0540
 DN0540  HISTORY     - Date     Condition        Report By
 DN0540  HISTORY     - 1945     MONUMENTED       CGS
 DN0540  HISTORY     - 1956     GOOD             AMS
 DN0540  HISTORY     - 20020815 GOOD             USPSQD
 DN0540
 DN0540                          STATION DESCRIPTION
 DN0540
 DN0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DN0540'3.7 MI S FROM POTTSBORO.
 DN0540'3.7 MILES SOUTH AT PERRIN FIELD, 112.0 FEET WEST OF THE WEST ENTRANCE
 DN0540'TO THE BASE HEADQUARTERS BUILDING, ON TOP OF THE NORTHWEST CORNER OF
 DN0540'CONCRETE BASE FOR THE CENTER SUPPORT FOR THE PERRIN FIELD WATER SUPPLY
 DN0540'TANK.  AN IRON DISK STAMPED J 902 1945 SET IN A DRILL HOLE IN
 DN0540'CONCRETE.
 DN0540
 DN0540                          STATION RECOVERY (1956)
 DN0540
 DN0540'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 DN0540'RECOVERED IN GOOD CONDITION.
 DN0540
 DN0540                          STATION RECOVERY (2002)
 DN0540
 DN0540'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 DN0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0362 ***********************************************************************
 DO0362  DESIGNATION -  J 903
 DO0362  PID         -  DO0362
 DO0362  STATE/COUNTY-  TX/WICHITA
 DO0362  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0362
 DO0362                         *CURRENT SURVEY CONTROL
 DO0362  ___________________________________________________________________
 DO0362* NAD 83(1986)-  33 59 07.     (N)    098 30 51.     (W)     SCALED    
 DO0362* NAVD 88     -       312.867  (meters)    1026.46   (feet)  ADJUSTED  
 DO0362  ___________________________________________________________________
 DO0362  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DO0362  DYNAMIC HT  -         312.526 (meters)    1025.35  (feet)  COMP
 DO0362  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 DO0362
 DO0362  VERT ORDER  -  SECOND    CLASS 0
 DO0362
 DO0362.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0362
 DO0362.The horizontal coordinates were scaled from a topographic map and have
 DO0362.an estimated accuracy of +/- 6 seconds.
 DO0362
 DO0362.The orthometric height was determined by differential leveling
 DO0362.and adjusted by the National Geodetic Survey in June 1991..
 DO0362
 DO0362.The geoid height was determined by GEOID03.
 DO0362
 DO0362.The dynamic height is computed by dividing the NAVD 88
 DO0362.geopotential number by the normal gravity value computed on the
 DO0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0362.degrees latitude (g = 980.6199 gals.).
 DO0362
 DO0362.The modeled gravity was interpolated from observed gravity values.
 DO0362
 DO0362;                    North         East    Units  Estimated Accuracy
 DO0362;SPC TXNC     - 2,257,120.      598,690.      MT  (+/- 180 meters Scaled)
 DO0362
 DO0362                          SUPERSEDED SURVEY CONTROL
 DO0362
 DO0362  NGVD 29 (??/??/92)  312.767  (m)         1026.14   (f) ADJ UNCH    2 0
 DO0362
 DO0362.Superseded values are not recommended for survey control.
 DO0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0362.See file dsdata.txt to determine how the superseded data were derived.
 DO0362
 DO0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC448606(NAD 83)
 DO0362_MARKER: DB = BENCH MARK DISK
 DO0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0362_SP_SET: CONCRETE BASE
 DO0362_STAMPING: J 903 1945
 DO0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0362
 DO0362  HISTORY     - Date     Condition        Report By
 DO0362  HISTORY     - 1945     MONUMENTED       CGS
 DO0362  HISTORY     - 1957     GOOD             USGS
 DO0362  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0362  HISTORY     - 1984     GOOD             NGS
 DO0362  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0362
 DO0362                          STATION DESCRIPTION
 DO0362
 DO0362'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 DO0362'IN SHEPPARD AFB.
 DO0362'AT SHEPPARD AIR FORCE BASE, WICHITA COUNTY, AT THE WICHITA FALLS
 DO0362'MUNICIPAL AIRPORT SECTION, 13 FEET SOUTH WEST OF THE SOUTHEAST CORNER
 DO0362'OF THE FLIGHT HEADQUARTERS AND CONTROL TOWER BUILDING,. (IN CONCRETE
 DO0362'BASE OF SITE OF FLAG POLE).
 DO0362
 DO0362                          STATION RECOVERY (1972)
 DO0362
 DO0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0362'MARK NOT FOUND.
 DO0362
 DO0362                          STATION RECOVERY (1984)
 DO0362
 DO0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0362'RECOVERED IN GOOD CONDITION.
 DO0362
 DO0362                          STATION RECOVERY (2001)
 DO0362
 DO0362'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0288 ***********************************************************************
 CC0288  DESIGNATION -  J 904
 CC0288  PID         -  CC0288
 CC0288  STATE/COUNTY-  TX/WINKLER
 CC0288  USGS QUAD   -  WINK NORTH (1970)
 CC0288
 CC0288                         *CURRENT SURVEY CONTROL
 CC0288  ___________________________________________________________________
 CC0288* NAD 83(1986)-  31 45 27.     (N)    103 08 07.     (W)     SCALED    
 CC0288* NAVD 88     -       848.478  (meters)    2783.71   (feet)  ADJUSTED  
 CC0288  ___________________________________________________________________
 CC0288  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CC0288  DYNAMIC HT  -         847.279 (meters)    2779.78  (feet)  COMP
 CC0288  MODELED GRAV-     979,198.7   (mgal)                       NAVD 88
 CC0288
 CC0288  VERT ORDER  -  SECOND    CLASS 0
 CC0288
 CC0288.The horizontal coordinates were scaled from a topographic map and have
 CC0288.an estimated accuracy of +/- 6 seconds.
 CC0288
 CC0288.The orthometric height was determined by differential leveling
 CC0288.and adjusted by the National Geodetic Survey in June 1991..
 CC0288
 CC0288.The geoid height was determined by GEOID03.
 CC0288
 CC0288.The dynamic height is computed by dividing the NAVD 88
 CC0288.geopotential number by the normal gravity value computed on the
 CC0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0288.degrees latitude (g = 980.6199 gals.).
 CC0288
 CC0288.The modeled gravity was interpolated from observed gravity values.
 CC0288
 CC0288;                    North         East    Units  Estimated Accuracy
 CC0288;SPC TX C     - 3,235,130.      434,580.      MT  (+/- 180 meters Scaled)
 CC0288
 CC0288                          SUPERSEDED SURVEY CONTROL
 CC0288
 CC0288  NGVD 29 (??/??/92)  848.107  (m)         2782.50   (f) ADJ UNCH    2 0
 CC0288
 CC0288.Superseded values are not recommended for survey control.
 CC0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0288.See file dsdata.txt to determine how the superseded data were derived.
 CC0288
 CC0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR766150(NAD 83)
 CC0288_MARKER: DB = BENCH MARK DISK
 CC0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0288_STAMPING: J 904 1945
 CC0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0288+STABILITY: SURFACE MOTION
 CC0288
 CC0288  HISTORY     - Date     Condition        Report By
 CC0288  HISTORY     - 1945     MONUMENTED       CGS
 CC0288  HISTORY     - 1970     MARK NOT FOUND   USGS
 CC0288
 CC0288                          STATION DESCRIPTION
 CC0288
 CC0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CC0288'1.2 MI E FROM WINK.
 CC0288'TO REACH FROM THE POST OFFICE AT WINK GO 2 BLOCKS SOUTH THENCE EAST
 CC0288'1.1 MILES ALONG AN ASPHALT ROAD TO SITE OF MARK, BENCH MARK IS 57.0
 CC0288'FEET WEST OF LINE OF POWER POLES RUNNING NORTH AND SOUTH, 50.0 FEET
 CC0288'SOUTH OF AND ABOUT LEVEL WITH CENTER LINE OF ASPHALT ROAD, 1.0 FOOT
 CC0288'NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 MARKER POST.  AN IRON
 CC0288'DISK STAMPED J 904 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 CC0288'PROJECTS 6 INCHES ABOVE GROUND.
 CC0288
 CC0288                          STATION RECOVERY (1970)
 CC0288
 CC0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CC0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0263 ***********************************************************************
 CC0263  DESIGNATION -  J 905
 CC0263  PID         -  CC0263
 CC0263  STATE/COUNTY-  TX/WARD
 CC0263  USGS QUAD   -  PYOTE WEST (1981)
 CC0263
 CC0263                         *CURRENT SURVEY CONTROL
 CC0263  ___________________________________________________________________
 CC0263* NAD 83(1986)-  31 30 59.     (N)    103 08 00.     (W)     SCALED    
 CC0263* NAVD 88     -       796.827  (meters)    2614.26   (feet)  ADJUSTED  
 CC0263  ___________________________________________________________________
 CC0263  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CC0263  DYNAMIC HT  -         795.692 (meters)    2610.53  (feet)  COMP
 CC0263  MODELED GRAV-     979,188.8   (mgal)                       NAVD 88
 CC0263
 CC0263  VERT ORDER  -  FIRST     CLASS II
 CC0263
 CC0263.The horizontal coordinates were scaled from a topographic map and have
 CC0263.an estimated accuracy of +/- 6 seconds.
 CC0263
 CC0263.The orthometric height was determined by differential leveling
 CC0263.and adjusted by the National Geodetic Survey in June 1991..
 CC0263
 CC0263.The geoid height was determined by GEOID03.
 CC0263
 CC0263.The dynamic height is computed by dividing the NAVD 88
 CC0263.geopotential number by the normal gravity value computed on the
 CC0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0263.degrees latitude (g = 980.6199 gals.).
 CC0263
 CC0263.The modeled gravity was interpolated from observed gravity values.
 CC0263
 CC0263;                    North         East    Units  Estimated Accuracy
 CC0263;SPC TX C     - 3,208,400.      434,090.      MT  (+/- 180 meters Scaled)
 CC0263
 CC0263                          SUPERSEDED SURVEY CONTROL
 CC0263
 CC0263  NGVD 29 (??/??/92)  796.511  (m)         2613.22   (f) ADJ UNCH    1 2
 CC0263
 CC0263.Superseded values are not recommended for survey control.
 CC0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0263.See file dsdata.txt to determine how the superseded data were derived.
 CC0263
 CC0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ772883(NAD 83)
 CC0263_MARKER: DB = BENCH MARK DISK
 CC0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0263_SP_SET: BUILDING
 CC0263_STAMPING: J 905 1945
 CC0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0263
 CC0263  HISTORY     - Date     Condition        Report By
 CC0263  HISTORY     - 1945     MONUMENTED       CGS
 CC0263  HISTORY     - 1956     GOOD             NGS
 CC0263  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0263  HISTORY     - 20030824 GOOD             INDIV
 CC0263
 CC0263                          STATION DESCRIPTION
 CC0263
 CC0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0263'1.3 MI SW FROM PYOTE.
 CC0263'0.3 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0263'STATION AT PYOTE TO THE MAIN ENTRANCE TO PYOTE AIR FORCE BASE, THENCE
 CC0263'0.8 MILE SOUTH ALONG 5TH STREET, THENCE 0.2 MILE SOUTHEAST ALONG A
 CC0263'STREET, 430 FEET SOUTHWEST OF THE CENTER LINE OF A STREET, 171 FEET
 CC0263'SOUTHEAST OF THE CENTER LINE OF 7TH STREET, 21.3 FEET NORTHWEST OF THE
 CC0263'WEST LEG OF THE CONTROL TOWER, SET VERTICALLY IN THE SOUTHEAST SIDE OF
 CC0263'CONCRETE TRANSFORMER BUILDING S 257, 1.2 FEET NORTHWEST OF THE SOUTH
 CC0263'CORNER OF THE BUILDING, 0.5 FOOT ABOVE THE GROUND.
 CC0263
 CC0263                          STATION RECOVERY (1981)
 CC0263
 CC0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0263'MARK NOT FOUND.
 CC0263
 CC0263                          STATION RECOVERY (2003)
 CC0263
 CC0263'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0263'N31.31.007  W103.08.015
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0982 ***********************************************************************
 CS0982  DESIGNATION -  J 906 RESET 1951
 CS0982  PID         -  CS0982
 CS0982  STATE/COUNTY-  TX/ELLIS
 CS0982  USGS QUAD   -  BOZ (1978)
 CS0982
 CS0982                         *CURRENT SURVEY CONTROL
 CS0982  ___________________________________________________________________
 CS0982* NAD 83(1986)-  32 22 25.     (N)    096 54 56.     (W)     SCALED    
 CS0982* NAVD 88     -       190.56   (meters)     625.2    (feet)  RESET     
 CS0982  ___________________________________________________________________
 CS0982  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CS0982
 CS0982  VERT ORDER  -  THIRD
 CS0982
 CS0982.The horizontal coordinates were scaled from a topographic map and have
 CS0982.an estimated accuracy of +/- 6 seconds.
 CS0982
 CS0982.The orthometric height was computed from unverified reset data.
 CS0982
 CS0982.The geoid height was determined by GEOID03.
 CS0982
 CS0982;                    North         East    Units  Estimated Accuracy
 CS0982;SPC TXNC     - 2,079,520.      749,100.      MT  (+/- 180 meters Scaled)
 CS0982
 CS0982                          SUPERSEDED SURVEY CONTROL
 CS0982
 CS0982.No superseded survey control is available for this station.
 CS0982
 CS0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA961837(NAD 83)
 CS0982_MARKER: DB = BENCH MARK DISK
 CS0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0982_STAMPING: J 906 RESET 1951
 CS0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0982+STABILITY: SURFACE MOTION
 CS0982
 CS0982  HISTORY     - Date     Condition        Report By
 CS0982  HISTORY     - 1951     MONUMENTED       CGS
 CS0982
 CS0982                          STATION DESCRIPTION
 CS0982
 CS0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS0982'4.2 MI SW FROM WAXAHACHIE.
 CS0982'TO REACH FROM THE COURT HOUSE IN WAXAHACHIE, GO SOUTH WEST ON FARM TO
 CS0982'MARKET ROAD 1446, 4.2 MILES TO THE SITE OF THE MARK.  IT IS 0.2 MILE
 CS0982'WEST OF THE RIVER BRIDGE, 13 YARDS NORTH OF THE CENTER LINE OF THE
 CS0982'HIGHWAY, 50 YARDS EAST OF A GATE LEADING INTO A NATIVE PECAN GROVE, 1
 CS0982'FOOT SOUTH OF THE NORTH RIGHT OF WAY FENCE AND IS A STANDARD DISK SET
 CS0982'IN THE TOP OF A CONCRETE POST WHICH IS SURROUNDED WITH A CONCRETE
 CS0982'MONUMENT.  THE DISK IS STAMPED J 906 RESET 1951 AND IS ABOUT 2 FEET
 CS0982'WEST OF A WHITE 4 X 4 WITNESS POST.  IT PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2089 ***********************************************************************
 CS2089  DESIGNATION -  J 907
 CS2089  PID         -  CS2089
 CS2089  STATE/COUNTY-  TX/JOHNSON
 CS2089  USGS QUAD   -  VENUS (1978)
 CS2089
 CS2089                         *CURRENT SURVEY CONTROL
 CS2089  ___________________________________________________________________
 CS2089* NAD 83(1986)-  32 24 34.     (N)    097 05 11.     (W)     SCALED    
 CS2089* NAVD 88     -       192.802  (meters)     632.55   (feet)  ADJUSTED  
 CS2089  ___________________________________________________________________
 CS2089  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CS2089  DYNAMIC HT  -         192.572 (meters)     631.80  (feet)  COMP
 CS2089  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 CS2089
 CS2089  VERT ORDER  -  SECOND    CLASS 0
 CS2089
 CS2089.The horizontal coordinates were scaled from a topographic map and have
 CS2089.an estimated accuracy of +/- 6 seconds.
 CS2089
 CS2089.The orthometric height was determined by differential leveling
 CS2089.and adjusted by the National Geodetic Survey in June 1991..
 CS2089
 CS2089.The geoid height was determined by GEOID03.
 CS2089
 CS2089.The dynamic height is computed by dividing the NAVD 88
 CS2089.geopotential number by the normal gravity value computed on the
 CS2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2089.degrees latitude (g = 980.6199 gals.).
 CS2089
 CS2089.The modeled gravity was interpolated from observed gravity values.
 CS2089
 CS2089;                    North         East    Units  Estimated Accuracy
 CS2089;SPC TXNC     - 2,083,260.      732,970.      MT  (+/- 180 meters Scaled)
 CS2089
 CS2089                          SUPERSEDED SURVEY CONTROL
 CS2089
 CS2089  NGVD 29 (??/??/92)  192.778  (m)          632.47   (f) ADJ UNCH    2 0
 CS2089
 CS2089.Superseded values are not recommended for survey control.
 CS2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2089.See file dsdata.txt to determine how the superseded data were derived.
 CS2089
 CS2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA799874(NAD 83)
 CS2089_MARKER: DB = BENCH MARK DISK
 CS2089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2089_SP_SET: CULVERT
 CS2089_STAMPING: J 907 1946
 CS2089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2089
 CS2089  HISTORY     - Date     Condition        Report By
 CS2089  HISTORY     - 1946     MONUMENTED       CGS
 CS2089  HISTORY     - 1956     GOOD             NGS
 CS2089  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2089  HISTORY     - 19940324 MARK NOT FOUND   USPSQD
 CS2089  HISTORY     - 19990608 MARK NOT FOUND   USPSQD
 CS2089
 CS2089                          STATION DESCRIPTION
 CS2089
 CS2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS2089'2.1 MI S FROM VENUS.
 CS2089'2.1 MILES SOUTHEAST ALONG F.M. HIGHWAY NO.157 FROM THE POST OFFICE AT
 CS2089'VENUS, JOHNSON COUNTY, AT A CONCRETE BRIDGE WHICH IS UNDER A ROAD
 CS2089'LEADING WEST FROM THE HIGHWAY, IN THE TOP OF THE EAST END OF THE SOUTH
 CS2089'HEADWALL, 30 FEET WEST OF THE HIGHWAY AND ABOUT 15 FEET SOUTH OF THE
 CS2089'CENTERLINE OF THE ROAD WEST AND ABOUT 2 FEET HIGHER THAN THE ROAD. A
 CS2089'STANDARD DISK STAMPED J 907 1946.
 CS2089
 CS2089                          STATION RECOVERY (1991)
 CS2089
 CS2089'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWM)
 CS2089'MARK NOT FOUND.
 CS2089
 CS2089                          STATION RECOVERY (1994)
 CS2089
 CS2089'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2089'MARK NOT FOUND.
 CS2089
 CS2089                          STATION RECOVERY (1999)
 CS2089
 CS2089'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0568 ***********************************************************************
 BM0568  DESIGNATION -  J 908
 BM0568  PID         -  BM0568
 BM0568  STATE/COUNTY-  TX/TRAVIS
 BM0568  USGS QUAD   -  MONTOPOLIS (1988)
 BM0568
 BM0568                         *CURRENT SURVEY CONTROL
 BM0568  ___________________________________________________________________
 BM0568* NAD 83(1986)-  30 13 19.     (N)    097 40 36.     (W)     SCALED    
 BM0568* NAVD 88     -       145.83   (+/-2cm)     478.4    (feet)  VERTCON   
 BM0568  ___________________________________________________________________
 BM0568  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 BM0568
 BM0568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0568
 BM0568.The horizontal coordinates were scaled from a topographic map and have
 BM0568.an estimated accuracy of +/- 6 seconds.
 BM0568
 BM0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0568.The vertical order pertains to the NGVD 29 superseded value.
 BM0568
 BM0568.The geoid height was determined by GEOID03.
 BM0568
 BM0568;                    North         East    Units  Estimated Accuracy
 BM0568;SPC TX C     - 3,064,610.      955,730.      MT  (+/- 180 meters Scaled)
 BM0568
 BM0568                          SUPERSEDED SURVEY CONTROL
 BM0568
 BM0568  NGVD 29 (??/??/92)  145.751  (m)          478.18   (f) ADJ UNCH    2 0
 BM0568
 BM0568.Superseded values are not recommended for survey control.
 BM0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0568.See file dsdata.txt to determine how the superseded data were derived.
 BM0568
 BM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU273441(NAD 83)
 BM0568_MARKER: DB = BENCH MARK DISK
 BM0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0568_STAMPING: J 908 1944
 BM0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0568+STABILITY: SURFACE MOTION
 BM0568
 BM0568  HISTORY     - Date     Condition        Report By
 BM0568  HISTORY     - 1944     MONUMENTED       CGS
 BM0568  HISTORY     - 1966     MARK NOT FOUND   USGS
 BM0568  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0568  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0568
 BM0568                          STATION DESCRIPTION
 BM0568
 BM0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BM0568'6.3 MI SE FROM AUSTIN.
 BM0568'MARK IS LOCATED ABOUT 6.3 MILES SOUTHEAST OF THE POST OFFICE IN AUSTIN
 BM0568'ALONG U.S. HIGHWAY NO. 290, 57 FEET SOUTH OF HIGHWAY CENTERLINE, 110
 BM0568'FEET WEST OF FIREPLUG NO. 13, 0.2 MILE EAST OF JUNCTION OF U.S.
 BM0568'HIGHWAY NO. 290 AND TEXAS NO. 29, IN FRONT OF A SMALL WHITE HOUSE. A
 BM0568'DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 4 INCHES.
 BM0568
 BM0568                          STATION RECOVERY (1966)
 BM0568
 BM0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BM0568'MARK NOT FOUND.
 BM0568
 BM0568                          STATION RECOVERY (1999)
 BM0568
 BM0568'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0568'MARK NOT FOUND.
 BM0568
 BM0568                          STATION RECOVERY (2003)
 BM0568
 BM0568'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 BM0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1000 ***********************************************************************
 AN1000  DESIGNATION -  J 909
 AN1000  PID         -  AN1000
 AN1000  STATE/COUNTY-  TX/VICTORIA
 AN1000  USGS QUAD   -  VICTORIA WEST (1987)
 AN1000
 AN1000                         *CURRENT SURVEY CONTROL
 AN1000  ___________________________________________________________________
 AN1000* NAD 83(1986)-  28 46 13.     (N)    097 05 17.     (W)     SCALED    
 AN1000* NAVD 88     -        32.87   (+/-2cm)     107.8    (feet)  VERTCON   
 AN1000  ___________________________________________________________________
 AN1000  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AN1000
 AN1000  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1000
 AN1000.The horizontal coordinates were scaled from a topographic map and have
 AN1000.an estimated accuracy of +/- 6 seconds.
 AN1000
 AN1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1000.The vertical order pertains to the NGVD 29 superseded value.
 AN1000
 AN1000.The geoid height was determined by GEOID03.
 AN1000
 AN1000;                    North         East    Units  Estimated Accuracy
 AN1000;SPC TXSC     - 4,105,370.      786,680.      MT  (+/- 180 meters Scaled)
 AN1000
 AN1000                          SUPERSEDED SURVEY CONTROL
 AN1000
 AN1000  NGVD 29 (??/??/92)   32.952  (m)          108.11   (f) ADJ UNCH    2 0
 AN1000
 AN1000.Superseded values are not recommended for survey control.
 AN1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1000.See file dsdata.txt to determine how the superseded data were derived.
 AN1000
 AN1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS866840(NAD 83)
 AN1000_MARKER: DB = BENCH MARK DISK
 AN1000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1000_SP_SET: FOUNDATION
 AN1000_STAMPING: J 909 1944
 AN1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1000
 AN1000  HISTORY     - Date     Condition        Report By
 AN1000  HISTORY     - 1944     MONUMENTED       CGS
 AN1000  HISTORY     - 1953     GOOD             NGS
 AN1000
 AN1000                          STATION DESCRIPTION
 AN1000
 AN1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AN1000'5.9 MI SW FROM VICTORIA.
 AN1000'TO REACH FROM THE CITY HALL AT VICTORIA PROCEED ABOUT 5.0 MILES
 AN1000'SOUTHWEST ALONG HIGHWAY NO.59 TO ALOE ARMY AIR FIELD, TURN RIGHT AND
 AN1000'PROCEED NORTHWEST ABOUT 1.0 MILE TO HANGAR NO. T-101.  MARK IS SET AT
 AN1000'THE NORTHWEST END OF HANGAR ON THE EAST SIDE, 1 FOOT NORTHWEST OF
 AN1000'HANGAR DOOR, 24 FEET SOUTH OF SMALL BUILDING.  A DISK SET IN DRILL
 AN1000'HOLE IN FOUNDATION.
 AN1000
 AN1000                          STATION RECOVERY (1953)
 AN1000
 AN1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AN1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2129 ***********************************************************************
 BX2129  DESIGNATION -  J 91
 BX2129  PID         -  BX2129
 BX2129  STATE/COUNTY-  TX/JASPER
 BX2129  USGS QUAD   -  HARRISBURG (1984)
 BX2129
 BX2129                         *CURRENT SURVEY CONTROL
 BX2129  ___________________________________________________________________
 BX2129* NAD 83(1986)-  31 06 19.     (N)    093 58 09.     (W)     SCALED    
 BX2129* NAVD 88     -        76.18   (+/-2cm)     249.9    (feet)  VERTCON   
 BX2129  ___________________________________________________________________
 BX2129  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BX2129
 BX2129  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2129
 BX2129.The horizontal coordinates were scaled from a topographic map and have
 BX2129.an estimated accuracy of +/- 6 seconds.
 BX2129
 BX2129.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2129.The vertical order pertains to the NGVD 29 superseded value.
 BX2129
 BX2129.The geoid height was determined by GEOID03.
 BX2129
 BX2129;                    North         East    Units  Estimated Accuracy
 BX2129;SPC TX C     - 3,176,840.    1,306,730.      MT  (+/- 180 meters Scaled)
 BX2129
 BX2129                          SUPERSEDED SURVEY CONTROL
 BX2129
 BX2129  NGVD 29 (??/??/??)   76.187  (m)          249.96   (f) ADJUSTED    1 2
 BX2129
 BX2129.Superseded values are not recommended for survey control.
 BX2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2129.See file dsdata.txt to determine how the superseded data were derived.
 BX2129
 BX2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ075416(NAD 83)
 BX2129_MARKER: DB = BENCH MARK DISK
 BX2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2129_SP_SET: CONCRETE POST
 BX2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2129+STABILITY: SURFACE MOTION
 BX2129
 BX2129  HISTORY     - Date     Condition        Report By
 BX2129  HISTORY     - UNK      MONUMENTED       CGS
 BX2129  HISTORY     - 1932     GOOD             CGS
 BX2129  HISTORY     - 1934     GOOD             CGS
 BX2129  HISTORY     - 1979     GOOD             NGS
 BX2129  HISTORY     - 1979     GOOD             USGS
 BX2129
 BX2129                          STATION DESCRIPTION
 BX2129
 BX2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BX2129'3.7 MI S FROM BROOKELAND.
 BX2129'3.7 MILES SOUTH OF THE STATION AT BROOKELAND ON THE G.C. AND S.F.R.R.,
 BX2129'110 FEET WEST OF THE TRACKON THE FENCE LINE, 25 FEET SOUTH OF THE GATE
 BX2129'TO PRIVATE ROAD AND GRADE CROSSING, 130 FEET SOUTHWEST OF MILE POLE
 BX2129'NO. 87, 35 FEET WEST OF PINE TREE.
 BX2129
 BX2129                          STATION RECOVERY (1934)
 BX2129
 BX2129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BX2129'RECOVERED IN GOOD CONDITION.
 BX2129
 BX2129                          STATION RECOVERY (1979)
 BX2129
 BX2129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2129'NOT LEVELED TO AT THIS DATE.
 BX2129
 BX2129                          STATION RECOVERY (1979)
 BX2129
 BX2129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BX2129'0.8 MILE NE AND SE ALONG FARM ROAD 149 FROM POST OFFICE AT BROOKELAND
 BX2129'TO INT. WITH U.S. HWY 96, THENCE 2.55 MILES SOUTH ALONG U.S. HWY 96,
 BX2129'THENCE 0.85 MILE EAST ALONG FARM ROAD 1007, THENCE 0.75 MILE
 BX2129'SOUTHEAST ALONG GRADED DIRT ROAD TO Y ROAD, THENCE 0.2 MILE EAST
 BX2129'ALONG GRADED ROAD, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD, 103
 BX2129'FEET WEST OF THE CENTERLINE OF THE RAILROAD. A STANDARD DISK, STAMPED
 BX2129'J 91 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1605 ***********************************************************************
 CS1605  DESIGNATION -  J 910
 CS1605  PID         -  CS1605
 CS1605  STATE/COUNTY-  TX/TARRANT
 CS1605  USGS QUAD   -  LAKE WORTH (1982)
 CS1605
 CS1605                         *CURRENT SURVEY CONTROL
 CS1605  ___________________________________________________________________
 CS1605* NAD 83(1986)-  32 46 16.     (N)    097 25 30.     (W)     SCALED    
 CS1605* NAVD 88     -       184.305  (meters)     604.67   (feet)  POSTED    
 CS1605  ___________________________________________________________________
 CS1605  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CS1605  DYNAMIC HT  -         184.090 (meters)     603.97  (feet)  COMP
 CS1605  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 CS1605
 CS1605  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CS1605
 CS1605.The horizontal coordinates were scaled from a topographic map and have
 CS1605.an estimated accuracy of +/- 6 seconds.
 CS1605
 CS1605.The orthometric height was determined by differential leveling
 CS1605.and adjusted by the National Geodetic Survey in 1992..
 CS1605.No vertical observational check was made to the station.
 CS1605.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CS1605.was located on a no-check spur therefore a value was not computed.
 CS1605
 CS1605.The geoid height was determined by GEOID03.
 CS1605
 CS1605.The dynamic height is computed by dividing the NAVD 88
 CS1605.geopotential number by the normal gravity value computed on the
 CS1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1605.degrees latitude (g = 980.6199 gals.).
 CS1605
 CS1605.The modeled gravity was interpolated from observed gravity values.
 CS1605
 CS1605;                    North         East    Units  Estimated Accuracy
 CS1605;SPC TXNC     - 2,122,990.      700,710.      MT  (+/- 180 meters Scaled)
 CS1605
 CS1605                          SUPERSEDED SURVEY CONTROL
 CS1605
 CS1605  NGVD 29 (??/??/92)  184.306  (m)          604.68   (f) ADJ UNCH    1 2
 CS1605
 CS1605.Superseded values are not recommended for survey control.
 CS1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1605.See file dsdata.txt to determine how the superseded data were derived.
 CS1605
 CS1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB475270(NAD 83)
 CS1605_MARKER: DB = BENCH MARK DISK
 CS1605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1605_SP_SET: CONCRETE SLAB
 CS1605_STAMPING: J 910 1945
 CS1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1605
 CS1605  HISTORY     - Date     Condition        Report By
 CS1605  HISTORY     - 1945     MONUMENTED       CGS
 CS1605  HISTORY     - 1948     GOOD             NGS
 CS1605
 CS1605                          STATION DESCRIPTION
 CS1605
 CS1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS1605'IN CARSWELL AFB.
 CS1605'AT CARSWELL AIR FORCE BASE, AT THE WATER TANK, EAST OF A BROWN HANGAR,
 CS1605'200 FEET NORTH OF A GRAY CONCRETE WATER TANK, 100 FEET NORTH OF A
 CS1605'RED-BRICK BUILDING, 50 FEET SOUTH OF A STREET, AND IN A CONCRETE SLAB
 CS1605'BETWEEN TWO MANHOLE COVERS IN THE NORTHEAST SECTION OF A SMALL PARK. A
 CS1605'STANDARD DISK, STAMPED J 910 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1167 ***********************************************************************
 CS1167  DESIGNATION -  J 911
 CS1167  PID         -  CS1167
 CS1167  STATE/COUNTY-  TX/DALLAS
 CS1167  USGS QUAD   -  DALLAS (1981)
 CS1167
 CS1167                         *CURRENT SURVEY CONTROL
 CS1167  ___________________________________________________________________
 CS1167* NAD 83(1986)-  32 50 36.     (N)    096 51 19.     (W)     SCALED    
 CS1167* NAVD 88     -       144.468  (meters)     473.98   (feet)  ADJUSTED  
 CS1167  ___________________________________________________________________
 CS1167  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CS1167  DYNAMIC HT  -         144.303 (meters)     473.43  (feet)  COMP
 CS1167  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 CS1167
 CS1167  VERT ORDER  -  FIRST     CLASS II
 CS1167
 CS1167.This mark is at Dallas-Love Fld (DAL) Airport (DAL)
 CS1167
 CS1167.The horizontal coordinates were scaled from a topographic map and have
 CS1167.an estimated accuracy of +/- 6 seconds.
 CS1167
 CS1167.The orthometric height was determined by differential leveling
 CS1167.and adjusted by the National Geodetic Survey in June 1991..
 CS1167.WARNING-Repeat measurements at this control monument indicate possible
 CS1167.vertical movement.
 CS1167
 CS1167.The geoid height was determined by GEOID03.
 CS1167
 CS1167.The dynamic height is computed by dividing the NAVD 88
 CS1167.geopotential number by the normal gravity value computed on the
 CS1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1167.degrees latitude (g = 980.6199 gals.).
 CS1167
 CS1167.The modeled gravity was interpolated from observed gravity values.
 CS1167
 CS1167;                    North         East    Units  Estimated Accuracy
 CS1167;SPC TXNC     - 2,131,690.      753,950.      MT  (+/- 180 meters Scaled)
 CS1167
 CS1167                          SUPERSEDED SURVEY CONTROL
 CS1167
 CS1167  NGVD 29 (??/??/92)  144.485  (m)          474.03   (f) ADJ UNCH    1 2
 CS1167
 CS1167.Superseded values are not recommended for survey control.
 CS1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1167.See file dsdata.txt to determine how the superseded data were derived.
 CS1167
 CS1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB007359(NAD 83)
 CS1167_MARKER: DB = BENCH MARK DISK
 CS1167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1167_SP_SET: APRON
 CS1167_STAMPING: J 911 1945
 CS1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1167
 CS1167  HISTORY     - Date     Condition        Report By
 CS1167  HISTORY     - 1945     MONUMENTED       CGS
 CS1167  HISTORY     - 1947     GOOD             NGS
 CS1167  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1167
 CS1167                          STATION DESCRIPTION
 CS1167
 CS1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1167'IN DALLAS.
 CS1167'AT LOVE FIELD, DALLAS COUNTY, NEAR THE NORTHEAST CORNER OF THE
 CS1167'TRANSIENT AIRCRAFT HANGAR, AT THE BASE OF A YELLOW BRICK CHIMNEY AT
 CS1167'THE EDGE OF THE CONCRETE APRON, 6 INCHES NORTH OF THE HANGAR, AND IN
 CS1167'THE TOP OF THE APRON.  A STANDARD DISK, STAMPED J 911 1945.
 CS1167
 CS1167                          STATION RECOVERY (1958)
 CS1167
 CS1167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0575 ***********************************************************************
 CU0575  DESIGNATION -  J 913
 CU0575  PID         -  CU0575
 CU0575  STATE/COUNTY-  TX/HOWARD
 CU0575  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0575
 CU0575                         *CURRENT SURVEY CONTROL
 CU0575  ___________________________________________________________________
 CU0575* NAD 83(1986)-  32 15 42.     (N)    101 27 16.     (W)     SCALED    
 CU0575* NAVD 88     -       730.972  (meters)    2398.20   (feet)  ADJUSTED  
 CU0575  ___________________________________________________________________
 CU0575  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CU0575  DYNAMIC HT  -         729.969 (meters)    2394.91  (feet)  COMP
 CU0575  MODELED GRAV-     979,243.6   (mgal)                       NAVD 88
 CU0575
 CU0575  VERT ORDER  -  FIRST     CLASS II
 CU0575
 CU0575.The horizontal coordinates were scaled from a topographic map and have
 CU0575.an estimated accuracy of +/- 6 seconds.
 CU0575
 CU0575.The orthometric height was determined by differential leveling
 CU0575.and adjusted by the National Geodetic Survey in June 1991..
 CU0575
 CU0575.The geoid height was determined by GEOID03.
 CU0575
 CU0575.The dynamic height is computed by dividing the NAVD 88
 CU0575.geopotential number by the normal gravity value computed on the
 CU0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0575.degrees latitude (g = 980.6199 gals.).
 CU0575
 CU0575.The modeled gravity was interpolated from observed gravity values.
 CU0575
 CU0575;                    North         East    Units  Estimated Accuracy
 CU0575;SPC TXNC     - 2,069,900.      321,670.      MT  (+/- 180 meters Scaled)
 CU0575
 CU0575                          SUPERSEDED SURVEY CONTROL
 CU0575
 CU0575  NGVD 29 (??/??/92)  730.70   (m)         2397.3    (f) COMPUTED    1 2
 CU0575
 CU0575.Superseded values are not recommended for survey control.
 CU0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0575.See file dsdata.txt to determine how the superseded data were derived.
 CU0575
 CU0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA687720(NAD 83)
 CU0575_MARKER: DB = BENCH MARK DISK
 CU0575_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0575_SP_SET: 38 FT
 CU0575_STAMPING: J 913 1956
 CU0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0575
 CU0575  HISTORY     - Date     Condition        Report By
 CU0575  HISTORY     - 1956     MONUMENTED       CGS
 CU0575  HISTORY     - 1970     MARK NOT FOUND   USGS
 CU0575
 CU0575                          STATION DESCRIPTION
 CU0575
 CU0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0575'1.45 MI NE FROM BIG SPRING.
 CU0575'1.45 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0575'STATION AT BIG SPRING, AT A ROAD CROSSING, 28.5 FEET EAST OF THE 2ND
 CU0575'POLE NORTHEAST OF MILEPOST 512, 66 FEET SOUTHWEST OF THE CENTER LINE
 CU0575'OF A DIRT ROAD, 49.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 CU0575'TRACK, 34 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A
 CU0575'FENCE, 1.6 FEET SOUTHWEST OF A WITNESS POST, 225 FEET SOUTHWEST OF
 CU0575'BENCH MARK K 913, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL
 CU0575'ROD WHICH IS DRIVEN 38 FEET IN THE GROUND, INCASED IN A 6 INCH TILE
 CU0575'PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- RD. CONSTR. IN
 CU0575'AREA.
 CU0575
 CU0575                          STATION RECOVERY (1970)
 CU0575
 CU0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CU0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2038 ***********************************************************************
 CS2038  DESIGNATION -  J 914
 CS2038  PID         -  CS2038
 CS2038  STATE/COUNTY-  TX/HILL
 CS2038  USGS QUAD   -  ITASCA (1965)
 CS2038
 CS2038                         *CURRENT SURVEY CONTROL
 CS2038  ___________________________________________________________________
 CS2038* NAD 83(1986)-  32 13 03.     (N)    097 10 43.     (W)     SCALED    
 CS2038* NAVD 88     -       196.347  (meters)     644.18   (feet)  ADJUSTED  
 CS2038  ___________________________________________________________________
 CS2038  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CS2038  DYNAMIC HT  -         196.108 (meters)     643.40  (feet)  COMP
 CS2038  MODELED GRAV-     979,415.6   (mgal)                       NAVD 88
 CS2038
 CS2038  VERT ORDER  -  FIRST     CLASS II
 CS2038
 CS2038.The horizontal coordinates were scaled from a topographic map and have
 CS2038.an estimated accuracy of +/- 6 seconds.
 CS2038
 CS2038.The orthometric height was determined by differential leveling
 CS2038.and adjusted by the National Geodetic Survey in June 1991..
 CS2038
 CS2038.The geoid height was determined by GEOID03.
 CS2038
 CS2038.The dynamic height is computed by dividing the NAVD 88
 CS2038.geopotential number by the normal gravity value computed on the
 CS2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2038.degrees latitude (g = 980.6199 gals.).
 CS2038
 CS2038.The modeled gravity was interpolated from observed gravity values.
 CS2038
 CS2038;                    North         East    Units  Estimated Accuracy
 CS2038;SPC TXNC     - 2,061,870.      724,560.      MT  (+/- 180 meters Scaled)
 CS2038
 CS2038                          SUPERSEDED SURVEY CONTROL
 CS2038
 CS2038  NGVD 29 (??/??/92)  196.322  (m)          644.10   (f) ADJ UNCH    1 2
 CS2038
 CS2038.Superseded values are not recommended for survey control.
 CS2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2038.See file dsdata.txt to determine how the superseded data were derived.
 CS2038
 CS2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA716659(NAD 83)
 CS2038_MARKER: DB = BENCH MARK DISK
 CS2038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2038_SP_SET: BRIDGE
 CS2038_STAMPING: J 914 1946
 CS2038_MARK LOGO: CGS   
 CS2038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2038
 CS2038  HISTORY     - Date     Condition        Report By
 CS2038  HISTORY     - 1946     MONUMENTED       CGS
 CS2038  HISTORY     - 1983     GOOD             NGS
 CS2038  HISTORY     - 19990220 GOOD             USPSQD
 CS2038
 CS2038                          STATION DESCRIPTION
 CS2038
 CS2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS2038'3.7 MI S FROM GRANDVIEW.
 CS2038'BENCH MARK IS LOCATED ABOUT 3.7 MILES SOUTH OF THE RAILROAD STATION IN
 CS2038'GRANDVIEW ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD, AT RAILROAD BRIDGE
 CS2038'NO. 796-9, ABOUT 40 FEET NORTH OF MILEPOST NO. 797, 8 FEET EAST OF THE
 CS2038'CENTER OF THE TRACK, ABOUT 1 FOOT LOWER THAN THE TRACKS. IT IS A DISK
 CS2038'SET IN THE SOUTHEAST WINGWALL OF THE CONCRETE BRIDGE.
 CS2038
 CS2038                          STATION RECOVERY (1983)
 CS2038
 CS2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2038'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.9 KM (3.65
 CS2038'MI) SOUTHERLY ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM ITS
 CS2038'JUNCTION WITH FARM ROAD 916 IN GRANDVIEW, IN THE NORTHEAST END OF THE
 CS2038'SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 7969,
 CS2038'12.2 METERS (40.0 FT) NORTHWEST OF MILEPOST 797, 2.5 METERS (8.2 FT)
 CS2038'NORTHEAST OF THE NEAR RAIL AND 0.8 METERS (2.6 FT) SOUTHWEST OF THE
 CS2038'NORTHEAST END OF THE ABUTMENT.
 CS2038'THE MARK IS 0.3 M BELOW THE TRACKS.
 CS2038
 CS2038                          STATION RECOVERY (1999)
 CS2038
 CS2038'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1251 ***********************************************************************
 AY1251  DESIGNATION -  J 915
 AY1251  PID         -  AY1251
 AY1251  STATE/COUNTY-  TX/MEDINA
 AY1251  USGS QUAD   -  HONDO (1982)
 AY1251
 AY1251                         *CURRENT SURVEY CONTROL
 AY1251  ___________________________________________________________________
 AY1251* NAD 83(1986)-  29 21 26.     (N)    099 10 04.     (W)     SCALED    
 AY1251* NAVD 88     -       279.132  (meters)     915.79   (feet)  POSTED    
 AY1251  ___________________________________________________________________
 AY1251  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AY1251  DYNAMIC HT  -         278.730 (meters)     914.47  (feet)  COMP
 AY1251  MODELED GRAV-     979,180.6   (mgal)                       NAVD 88
 AY1251
 AY1251  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1251
 AY1251.This mark is at Hondo Muni (HDO) Airport (HDO)
 AY1251
 AY1251.The horizontal coordinates were scaled from a topographic map and have
 AY1251.an estimated accuracy of +/- 6 seconds.
 AY1251
 AY1251.The orthometric height was determined by differential leveling
 AY1251.and adjusted by the National Geodetic Survey in 1992..
 AY1251.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1251.rate of 0.0 thru 1.0 mm/km.
 AY1251
 AY1251.The geoid height was determined by GEOID03.
 AY1251
 AY1251.The dynamic height is computed by dividing the NAVD 88
 AY1251.geopotential number by the normal gravity value computed on the
 AY1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1251.degrees latitude (g = 980.6199 gals.).
 AY1251
 AY1251.The modeled gravity was interpolated from observed gravity values.
 AY1251
 AY1251;                    North         East    Units  Estimated Accuracy
 AY1251;SPC TXSC     - 4,168,900.      583,710.      MT  (+/- 180 meters Scaled)
 AY1251
 AY1251                          SUPERSEDED SURVEY CONTROL
 AY1251
 AY1251  NGVD 29 (??/??/92)  279.001  (m)          915.36   (f) ADJ UNCH    1 2
 AY1251
 AY1251.Superseded values are not recommended for survey control.
 AY1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1251.See file dsdata.txt to determine how the superseded data were derived.
 AY1251
 AY1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT837475(NAD 83)
 AY1251_MARKER: DB = BENCH MARK DISK
 AY1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1251_SP_SET: STEP
 AY1251_STAMPING: J 915 1944
 AY1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1251
 AY1251  HISTORY     - Date     Condition        Report By
 AY1251  HISTORY     - 1944     MONUMENTED       CGS
 AY1251  HISTORY     - 1957     GOOD             NGS
 AY1251  HISTORY     - 1988     GOOD             USPSQD
 AY1251  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1251  HISTORY     - 19950502 GOOD             USPSQD
 AY1251  HISTORY     - 19950519 MARK NOT FOUND   USPSQD
 AY1251  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 AY1251
 AY1251                          STATION DESCRIPTION
 AY1251
 AY1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1251'2.35 MI NW FROM HONDO.
 AY1251'ABOUT 1.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1251'STATION AT HONDO, THENCE 0.75 MILE NORTH ALONG THE MAIN ENTRANCE ROAD
 AY1251'OF HONDO AIR FORCE BASE, THENCE 0.5 MILE WEST ALONG HARPER AVENUE, 17
 AY1251'FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE CONTROL TOWER, IN THE TOP
 AY1251'OF THE SOUTHWEST CORNER OF THE CONCRETE STEP AT THE EAST ENTRANCE TO A
 AY1251'CONCRETE BUILDING, 0.5 FOOT EAST OF THE EAST FACE OF THE BUILDING AND
 AY1251'FLUSH WITH THE GROUND.
 AY1251
 AY1251                          STATION RECOVERY (1988)
 AY1251
 AY1251'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1251'RECOVERED IN GOOD CONDITION.
 AY1251
 AY1251                          STATION RECOVERY (1990)
 AY1251
 AY1251'RECOVERY NOTE BY US POWER SQUADRON 1990 (HLJ)
 AY1251'MARK NOT FOUND.
 AY1251
 AY1251                          STATION RECOVERY (1995)
 AY1251
 AY1251'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1251'RECOVERED IN GOOD CONDITION.
 AY1251
 AY1251                          STATION RECOVERY (1995)
 AY1251
 AY1251'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1251'MARK NOT FOUND.
 AY1251
 AY1251                          STATION RECOVERY (2001)
 AY1251
 AY1251'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1057 ***********************************************************************
 AJ1057  DESIGNATION -  J 916
 AJ1057  PID         -  AJ1057
 AJ1057  STATE/COUNTY-  TX/WEBB
 AJ1057  USGS QUAD   -  LAREDO WEST (1980)
 AJ1057
 AJ1057                         *CURRENT SURVEY CONTROL
 AJ1057  ___________________________________________________________________
 AJ1057* NAD 83(1986)-  27 31 50.     (N)    099 30 15.     (W)     SCALED    
 AJ1057* NAVD 88     -       126.117  (meters)     413.77   (feet)  ADJUSTED  
 AJ1057  ___________________________________________________________________
 AJ1057  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AJ1057  DYNAMIC HT  -         125.918 (meters)     413.12  (feet)  COMP
 AJ1057  MODELED GRAV-     979,066.9   (mgal)                       NAVD 88
 AJ1057
 AJ1057  VERT ORDER  -  FIRST     CLASS II
 AJ1057
 AJ1057.The horizontal coordinates were scaled from a topographic map and have
 AJ1057.an estimated accuracy of +/- 6 seconds.
 AJ1057
 AJ1057.The orthometric height was determined by differential leveling
 AJ1057.and adjusted by the National Geodetic Survey in June 1991..
 AJ1057
 AJ1057.The geoid height was determined by GEOID03.
 AJ1057
 AJ1057.The dynamic height is computed by dividing the NAVD 88
 AJ1057.geopotential number by the normal gravity value computed on the
 AJ1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1057.degrees latitude (g = 980.6199 gals.).
 AJ1057
 AJ1057.The modeled gravity was interpolated from observed gravity values.
 AJ1057
 AJ1057;                    North         East    Units  Estimated Accuracy
 AJ1057;SPC TX S     - 5,206,900.      200,810.      MT  (+/- 180 meters Scaled)
 AJ1057
 AJ1057                          SUPERSEDED SURVEY CONTROL
 AJ1057
 AJ1057  NGVD 29 (??/??/92)  126.176  (m)          413.96   (f) ADJ UNCH    1 2
 AJ1057
 AJ1057.Superseded values are not recommended for survey control.
 AJ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1057.See file dsdata.txt to determine how the superseded data were derived.
 AJ1057
 AJ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR502453(NAD 83)
 AJ1057_MARKER: DB = BENCH MARK DISK
 AJ1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1057_STAMPING: J 916 1944
 AJ1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1057+STABILITY: SURFACE MOTION
 AJ1057
 AJ1057  HISTORY     - Date     Condition        Report By
 AJ1057  HISTORY     - 1944     MONUMENTED       CGS
 AJ1057  HISTORY     - 1957     GOOD             NGS
 AJ1057  HISTORY     - 1964     MARK NOT FOUND   USGS
 AJ1057  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AJ1057
 AJ1057                          STATION DESCRIPTION
 AJ1057
 AJ1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ1057'1.7 MI N FROM LAREDO.
 AJ1057'0.2 MILE EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ1057'LAREDO, THENCE 1.5 MILES NORTH ALONG SAN BERNARDO AVENUE (U.S.
 AJ1057'HIGHWAYS 81 AND 83), 65 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 AJ1057'HUMBLE OIL COMPANY SERVICE STATION, 38 FEET EAST OF THE CENTER LINE OF
 AJ1057'SAN BERNARDO AVENUE, 39 FEET SOUTH OF THE CENTER LINE OF LAFAYETTE
 AJ1057'STREET, 4 FEET SOUTH OF A SERVICE STATION SIGN, FLUSH WITH THE
 AJ1057'CONCRETE DRIVEWAY, SET IN THE TOP OF A CONCRETE POST.
 AJ1057
 AJ1057                          STATION RECOVERY (1964)
 AJ1057
 AJ1057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AJ1057'MARK NOT FOUND.
 AJ1057
 AJ1057                          STATION RECOVERY (2002)
 AJ1057
 AJ1057'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0120 ***********************************************************************
 CB0120  DESIGNATION -  J 917
 CB0120  PID         -  CB0120
 CB0120  STATE/COUNTY-  TX/TOM GREEN
 CB0120  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0120
 CB0120                         *CURRENT SURVEY CONTROL
 CB0120  ___________________________________________________________________
 CB0120* NAD 83(1986)-  31 25 53.     (N)    100 24 38.     (W)     SCALED    
 CB0120* NAVD 88     -       570.601  (meters)    1872.05   (feet)  ADJUSTED  
 CB0120  ___________________________________________________________________
 CB0120  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CB0120  DYNAMIC HT  -         569.820 (meters)    1869.48  (feet)  COMP
 CB0120  MODELED GRAV-     979,253.0   (mgal)                       NAVD 88
 CB0120
 CB0120  VERT ORDER  -  FIRST     CLASS II
 CB0120
 CB0120.The horizontal coordinates were scaled from a topographic map and have
 CB0120.an estimated accuracy of +/- 6 seconds.
 CB0120
 CB0120.The orthometric height was determined by differential leveling
 CB0120.and adjusted by the National Geodetic Survey in June 1991..
 CB0120
 CB0120.The geoid height was determined by GEOID03.
 CB0120
 CB0120.The dynamic height is computed by dividing the NAVD 88
 CB0120.geopotential number by the normal gravity value computed on the
 CB0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0120.degrees latitude (g = 980.6199 gals.).
 CB0120
 CB0120.The modeled gravity was interpolated from observed gravity values.
 CB0120
 CB0120;                    North         East    Units  Estimated Accuracy
 CB0120;SPC TX C     - 3,195,630.      692,660.      MT  (+/- 180 meters Scaled)
 CB0120
 CB0120                          SUPERSEDED SURVEY CONTROL
 CB0120
 CB0120.No superseded survey control is available for this station.
 CB0120
 CB0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV659782(NAD 83)
 CB0120_MARKER: DB = BENCH MARK DISK
 CB0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0120_SP_SET: FOOTING
 CB0120_STAMPING: J-917 1945
 CB0120_MARK LOGO: CGS   
 CB0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0120
 CB0120  HISTORY     - Date     Condition        Report By
 CB0120  HISTORY     - 1945     MONUMENTED       CGS
 CB0120  HISTORY     - 1981     GOOD             NGS
 CB0120
 CB0120                          STATION DESCRIPTION
 CB0120
 CB0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CB0120'2.8 MI SE FROM SAN ANGELO.
 CB0120'2.8 MILES SOUTHEAST OF THE PANHANDLE AND SANTA FE RAILWAY STATION AT
 CB0120'GOODFELLOW FIELD, AT MOST NORTHERLY CONTROL TOWER BETWEEN 5TH ST. AND
 CB0120'6TH ST., 125 FEET EAST OF AVENUE C, SET IN CONCRETE FOUNDATION FOOTING
 CB0120'OF THE SOUTHEAST LEG OF TOWER, ONE FOOT ABOVE LEVEL OF GROUND.
 CB0120
 CB0120                          STATION RECOVERY (1981)
 CB0120
 CB0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0120'IN SAN ANGELO, AT GOODFELLOW AIR FORCE BASE, IN TOP OF THE SOUTHEAST
 CB0120'CORNER OF A CONCRETE PAD BETWEEN BUILDINGS NUMBER 320 AND 330, 15.6
 CB0120'METERS (51.2 FT) NORTHWEST OF THE NORTHEAST CORNER OF BUILDING NUMBER
 CB0120'320, 11.2 METERS (36.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 CB0120'BUILDING NUMBER 330 AND 1.2 METERS (3.9 FT) SOUTH OF UTILITY POLE
 CB0120'NUMBER 444 WITH 2 TRANSFORMERS.
 CB0120'THE MARK IS 0.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0642 ***********************************************************************
 CU0642  DESIGNATION -  J 918
 CU0642  PID         -  CU0642
 CU0642  STATE/COUNTY-  TX/HOWARD
 CU0642  USGS QUAD   -  BIG SPRING SOUTH (1978)
 CU0642
 CU0642                         *CURRENT SURVEY CONTROL
 CU0642  ___________________________________________________________________
 CU0642* NAD 83(1986)-  32 14 59.     (N)    101 30 00.     (W)     SCALED    
 CU0642* NAVD 88     -       786.239  (meters)    2579.52   (feet)  POSTED    
 CU0642  ___________________________________________________________________
 CU0642  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CU0642  DYNAMIC HT  -         785.160 (meters)    2575.98  (feet)  COMP
 CU0642  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 CU0642
 CU0642  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CU0642
 CU0642.This mark is at Big Spring Mcmahon-Wrinkle (21XS) Airport (21XS)
 CU0642
 CU0642.The horizontal coordinates were scaled from a topographic map and have
 CU0642.an estimated accuracy of +/- 6 seconds.
 CU0642
 CU0642.The orthometric height was determined by differential leveling
 CU0642.and adjusted by the National Geodetic Survey in 1992..
 CU0642.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CU0642.rate of 2.1 thru 3.0 mm/km.
 CU0642
 CU0642.The geoid height was determined by GEOID03.
 CU0642
 CU0642.The dynamic height is computed by dividing the NAVD 88
 CU0642.geopotential number by the normal gravity value computed on the
 CU0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0642.degrees latitude (g = 980.6199 gals.).
 CU0642
 CU0642.The modeled gravity was interpolated from observed gravity values.
 CU0642
 CU0642;                    North         East    Units  Estimated Accuracy
 CU0642;SPC TXNC     - 2,068,690.      317,340.      MT  (+/- 180 meters Scaled)
 CU0642
 CU0642                          SUPERSEDED SURVEY CONTROL
 CU0642
 CU0642  NGVD 29 (??/??/92)  785.97   (m)         2578.6    (f) COMPUTED    1 2
 CU0642
 CU0642.Superseded values are not recommended for survey control.
 CU0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0642.See file dsdata.txt to determine how the superseded data were derived.
 CU0642
 CU0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA644708(NAD 83)
 CU0642_MARKER: DB = BENCH MARK DISK
 CU0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0642_STAMPING: J 918 1945
 CU0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0642+STABILITY: SURFACE MOTION
 CU0642
 CU0642  HISTORY     - Date     Condition        Report By
 CU0642  HISTORY     - 1945     MONUMENTED       CGS
 CU0642  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0642
 CU0642                          STATION DESCRIPTION
 CU0642
 CU0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0642'2.6 MI W FROM BIG SPRING.
 CU0642'2.6 MILES WEST ALONG U. S. HIGHWAY 80 FROM THE COUNTY COURTHOUSE AT
 CU0642'BIG SPRING, HOWARD COUNTY, AT THE ENTRANCE TO WEBB AFB, 75 FEET
 CU0642'SOUTHWEST OF THE ENTRANCE, 45 FEET WEST OF THE CENTER LINE OF THE
 CU0642'ENTRANCE DRIVE, AND AT THE FENCE.  A STANDARD DISK, STAMPED J 918 1945
 CU0642'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 CU0642'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0816 ***********************************************************************
 AH0816  DESIGNATION -  J 919
 AH0816  PID         -  AH0816
 AH0816  STATE/COUNTY-  TX/NUECES
 AH0816  USGS QUAD   -  DRISCOLL EAST (1975)
 AH0816
 AH0816                         *CURRENT SURVEY CONTROL
 AH0816  ___________________________________________________________________
 AH0816* NAD 83(1986)-  27 43 10.     (N)    097 41 02.     (W)     SCALED    
 AH0816* NAVD 88     -        19.732  (meters)      64.74   (feet)  ADJUSTED  
 AH0816  ___________________________________________________________________
 AH0816  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH0816  DYNAMIC HT  -          19.701 (meters)      64.64  (feet)  COMP
 AH0816  MODELED GRAV-     979,114.3   (mgal)                       NAVD 88
 AH0816
 AH0816  VERT ORDER  -  SECOND    CLASS 0
 AH0816
 AH0816.The horizontal coordinates were scaled from a topographic map and have
 AH0816.an estimated accuracy of +/- 6 seconds.
 AH0816
 AH0816.The orthometric height was determined by differential leveling
 AH0816.and adjusted by the National Geodetic Survey in June 1991..
 AH0816
 AH0816.The geoid height was determined by GEOID03.
 AH0816
 AH0816.The dynamic height is computed by dividing the NAVD 88
 AH0816.geopotential number by the normal gravity value computed on the
 AH0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0816.degrees latitude (g = 980.6199 gals.).
 AH0816
 AH0816.The modeled gravity was interpolated from observed gravity values.
 AH0816
 AH0816;                    North         East    Units  Estimated Accuracy
 AH0816;SPC TX S     - 5,227,700.      380,480.      MT  (+/- 180 meters Scaled)
 AH0816
 AH0816                          SUPERSEDED SURVEY CONTROL
 AH0816
 AH0816  NGVD 29 (??/??/92)   19.866  (m)           65.18   (f) ADJ UNCH    2 0
 AH0816
 AH0816.Superseded values are not recommended for survey control.
 AH0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0816.See file dsdata.txt to determine how the superseded data were derived.
 AH0816
 AH0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR297668(NAD 83)
 AH0816_MARKER: DB = BENCH MARK DISK
 AH0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0816_SP_SET: CULVERT
 AH0816_STAMPING: J 919
 AH0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0816
 AH0816  HISTORY     - Date     Condition        Report By
 AH0816  HISTORY     - UNK      MONUMENTED       CGS
 AH0816  HISTORY     - 1945     GOOD             NGS
 AH0816  HISTORY     - 1949     GOOD             NGS
 AH0816
 AH0816                          STATION DESCRIPTION
 AH0816
 AH0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 AH0816'7.3 MI NE FROM DRISCOLL.
 AH0816'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 96 AND THE PAVED ROAD
 AH0816'TO PETRONILLA AT DRISCOLL, BY GOING 4.2 MILES EAST ALONG THE PAVED
 AH0816'ROAD TO PETRONILLA TO A SECTION LINE CROSS ROAD, TURN LEFT (NORTH) 3.2
 AH0816'MILES TO OUTLYING LANDING FIELD 32 AND MARK SITE.  BENCH MARK IS AT
 AH0816'THE ENTRANCE OF THE LANDING FIELD, 125 FEET SOUTH OF THE NORTHWEST
 AH0816'CORNER OF THE FIELD, 39 FEET EAST OF THE CENTER LINE OF THE SECTION
 AH0816'LINE ROAD, 18 FEET SOUTH OF THE CENTER LINE OF ENTRANCE DRIVEWAY, 15
 AH0816'FEET WEST OF THE ENTRANCE GATE, IN THE SOUTH HEADWALL OF A LARGE
 AH0816'CONCRETE CULVERT, ABOUT 6 INCHES ABOVE THE DRIVEWAY.
 AH0816
 AH0816                          STATION RECOVERY (1949)
 AH0816
 AH0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0013 ***********************************************************************
 BY0013  DESIGNATION -  J 92
 BY0013  PID         -  BY0013
 BY0013  STATE/COUNTY-  TX/SHELBY
 BY0013  USGS QUAD   -  NEUVILLE (1984)
 BY0013
 BY0013                         *CURRENT SURVEY CONTROL
 BY0013  ___________________________________________________________________
 BY0013* NAD 83(1986)-  31 40 27.     (N)    094 08 39.     (W)     SCALED    
 BY0013* NAVD 88     -        99.139  (meters)     325.26   (feet)  ADJUSTED  
 BY0013  ___________________________________________________________________
 BY0013  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BY0013  DYNAMIC HT  -          99.019 (meters)     324.86  (feet)  COMP
 BY0013  MODELED GRAV-     979,432.2   (mgal)                       NAVD 88
 BY0013
 BY0013  VERT ORDER  -  FIRST     CLASS II
 BY0013
 BY0013.The horizontal coordinates were scaled from a topographic map and have
 BY0013.an estimated accuracy of +/- 6 seconds.
 BY0013
 BY0013.The orthometric height was determined by differential leveling
 BY0013.and adjusted by the National Geodetic Survey in June 1991..
 BY0013
 BY0013.The geoid height was determined by GEOID03.
 BY0013
 BY0013.The dynamic height is computed by dividing the NAVD 88
 BY0013.geopotential number by the normal gravity value computed on the
 BY0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0013.degrees latitude (g = 980.6199 gals.).
 BY0013
 BY0013.The modeled gravity was interpolated from observed gravity values.
 BY0013
 BY0013;                    North         East    Units  Estimated Accuracy
 BY0013;SPC TX C     - 3,238,870.    1,286,560.      MT  (+/- 180 meters Scaled)
 BY0013
 BY0013                          SUPERSEDED SURVEY CONTROL
 BY0013
 BY0013  NGVD 29 (??/??/??)   99.175  (m)          325.38   (f) ADJUSTED    1 2
 BY0013
 BY0013.Superseded values are not recommended for survey control.
 BY0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0013.See file dsdata.txt to determine how the superseded data were derived.
 BY0013
 BY0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR915048(NAD 83)
 BY0013_MARKER: DB = BENCH MARK DISK
 BY0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0013+STABILITY: SURFACE MOTION
 BY0013
 BY0013  HISTORY     - Date     Condition        Report By
 BY0013  HISTORY     - UNK      MONUMENTED       CGS
 BY0013  HISTORY     - 1932     GOOD             NGS
 BY0013  HISTORY     - 1979     GOOD             NGS
 BY0013
 BY0013                          STATION DESCRIPTION
 BY0013
 BY0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 BY0013'8.7 MI S FROM CENTER.
 BY0013'8.7 MILES SOUTH OF THE STATION AT CENTER ON THE G.C. AND S.F.R.R., 60
 BY0013'FEET WEST OF THE TRACK, 50 FEET SOUTHWEST OF TELEGRAPH POLE, 5 RAILS
 BY0013'NORTH OF GRADE CROSSING, 2 1/2 RAILS NORTH OF THE SOUTH SIDING SWITCH
 BY0013'AT NEUVILLE, 7 3/4 POLES NORTH OF MILE POLE NO. 131, 6 1/4 POLES SOUTH
 BY0013'OF THE STATION AT NEUVILLE.
 BY0013
 BY0013                          STATION RECOVERY (1979)
 BY0013
 BY0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0013'10.15 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION
 BY0013'OF STATE HIGHWAY 87 IN CENTER, THENCE 1.15 MILES NORTHEAST ALONG
 BY0013'A GRAVEL ROAD, THENCE 0.2 MILE SOUTH ALONG A GRAVEL ROAD, IN NEUVILLE,
 BY0013'120 FT. NORTH OF THE NORTHEAST CORNER OF THE GULF, COLORADO AND
 BY0013'SANTA FE RAILROAD STATION, 30.0 FT. EAST OF THE CENTERLINE OF THE
 BY0013'ROAD, 55.0 FT. WEST OF THE WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0376 ***********************************************************************
 AH0376  DESIGNATION -  J 920
 AH0376  PID         -  AH0376
 AH0376  STATE/COUNTY-  TX/NUECES
 AH0376  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0376
 AH0376                         *CURRENT SURVEY CONTROL
 AH0376  ___________________________________________________________________
 AH0376* NAD 83(1986)-  27 35 10.     (N)    097 28 11.     (W)     SCALED    
 AH0376* NAVD 88     -         8.923  (meters)      29.27   (feet)  ADJUSTED  
 AH0376  ___________________________________________________________________
 AH0376  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AH0376  DYNAMIC HT  -           8.910 (meters)      29.23  (feet)  COMP
 AH0376  MODELED GRAV-     979,118.4   (mgal)                       NAVD 88
 AH0376
 AH0376  VERT ORDER  -  SECOND    CLASS 0
 AH0376
 AH0376.The horizontal coordinates were scaled from a topographic map and have
 AH0376.an estimated accuracy of +/- 6 seconds.
 AH0376
 AH0376.The orthometric height was determined by differential leveling
 AH0376.and adjusted by the National Geodetic Survey in June 1991..
 AH0376
 AH0376.The geoid height was determined by GEOID03.
 AH0376
 AH0376.The dynamic height is computed by dividing the NAVD 88
 AH0376.geopotential number by the normal gravity value computed on the
 AH0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0376.degrees latitude (g = 980.6199 gals.).
 AH0376
 AH0376.The modeled gravity was interpolated from observed gravity values.
 AH0376
 AH0376;                    North         East    Units  Estimated Accuracy
 AH0376;SPC TX S     - 5,213,080.      401,720.      MT  (+/- 180 meters Scaled)
 AH0376
 AH0376                          SUPERSEDED SURVEY CONTROL
 AH0376
 AH0376  NGVD 29 (??/??/92)    9.074  (m)           29.77   (f) ADJ UNCH    2 0
 AH0376
 AH0376.Superseded values are not recommended for survey control.
 AH0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0376.See file dsdata.txt to determine how the superseded data were derived.
 AH0376
 AH0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR510522(NAD 83)
 AH0376_MARKER: DB = BENCH MARK DISK
 AH0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0376_SP_SET: CULVERT
 AH0376_STAMPING: J 920 1945
 AH0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0376
 AH0376  HISTORY     - Date     Condition        Report By
 AH0376  HISTORY     - 1945     MONUMENTED       CGS
 AH0376  HISTORY     - 1949     GOOD             NGS
 AH0376  HISTORY     - 1966     GOOD             BOR
 AH0376  HISTORY     - 1984     POOR
 AH0376
 AH0376                          STATION DESCRIPTION
 AH0376
 AH0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0376'1.0 MI W FROM CHAPMAN RANCH.
 AH0376'1.0 MILE WEST ALONG A PAVED ROAD LEADING TO BISHOP FROM CHAPMAN RANCH
 AH0376'HEADQUARTERS, NUECES COUNTY, AT THE INTERSECTION OF A PAVED ROAD
 AH0376'LEADING TO OUTLYING FIELD 11, 70 FEET SOUTH OF THE CENTERLINE OF THE
 AH0376'MAIN ROAD, 18 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 AH0376'AT A LARGE CONCRETE CULVERT, IN THE NORTH END OF THE EAST HEAD WALL,
 AH0376'AND ABOUT FLUSH WITH THE ROAD.  A STANDARD DISK, STAMPED J 920 1945.
 AH0376
 AH0376                          STATION RECOVERY (1966)
 AH0376
 AH0376'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0376'RECOVERED IN GOOD CONDITION.
 AH0376
 AH0376                          STATION RECOVERY (1984)
 AH0376
 AH0376'RECOVERED 1984
 AH0376'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1318 ***********************************************************************
 CS1318  DESIGNATION -  J 921
 CS1318  PID         -  CS1318
 CS1318  STATE/COUNTY-  TX/DALLAS
 CS1318  USGS QUAD   -  ADDISON (1981)
 CS1318
 CS1318                         *CURRENT SURVEY CONTROL
 CS1318  ___________________________________________________________________
 CS1318* NAD 83(1986)-  32 59 08.     (N)    096 47 36.     (W)     SCALED    
 CS1318* NAVD 88     -       194.792  (meters)     639.08   (feet)  ADJUSTED  
 CS1318  ___________________________________________________________________
 CS1318  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CS1318  DYNAMIC HT  -         194.572 (meters)     638.36  (feet)  COMP
 CS1318  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 CS1318
 CS1318  VERT ORDER  -  SECOND    CLASS 0
 CS1318
 CS1318.The horizontal coordinates were scaled from a topographic map and have
 CS1318.an estimated accuracy of +/- 6 seconds.
 CS1318
 CS1318.The orthometric height was determined by differential leveling
 CS1318.and adjusted by the National Geodetic Survey in June 1991..
 CS1318
 CS1318.The geoid height was determined by GEOID03.
 CS1318
 CS1318.The dynamic height is computed by dividing the NAVD 88
 CS1318.geopotential number by the normal gravity value computed on the
 CS1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1318.degrees latitude (g = 980.6199 gals.).
 CS1318
 CS1318.The modeled gravity was interpolated from observed gravity values.
 CS1318
 CS1318;                    North         East    Units  Estimated Accuracy
 CS1318;SPC TXNC     - 2,147,550.      759,490.      MT  (+/- 180 meters Scaled)
 CS1318
 CS1318                          SUPERSEDED SURVEY CONTROL
 CS1318
 CS1318  NGVD 29 (??/??/92)  194.791  (m)          639.08   (f) ADJ UNCH    2 0
 CS1318
 CS1318.Superseded values are not recommended for survey control.
 CS1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1318.See file dsdata.txt to determine how the superseded data were derived.
 CS1318
 CS1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB061518(NAD 83)
 CS1318_MARKER: DB = BENCH MARK DISK
 CS1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1318_STAMPING: J 921 1946
 CS1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1318+STABILITY: SURFACE MOTION
 CS1318
 CS1318  HISTORY     - Date     Condition        Report By
 CS1318  HISTORY     - 1946     MONUMENTED       CGS
 CS1318  HISTORY     - 1959     GOOD             NGS
 CS1318  HISTORY     - 19910616 MARK NOT FOUND   USPSQD
 CS1318
 CS1318                          STATION DESCRIPTION
 CS1318
 CS1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CS1318'1.6 MI SW FROM RENNER.
 CS1318'1.6 MILES SOUTH AND WEST FROM THE GENERAL STORE AND POST OFFICE IN
 CS1318'RENNER, AT THE OUTSIDE OF A CURVE IN HIGHWAY NO. 289, IN THE NORTH
 CS1318'POINT OF LAND AT THE JUNCTION OF THE HIGHWAY TO NORTH AND WEST AND A
 CS1318'GRADED ROAD SOUTH.  IT IS ABOUT 40 FEET SOUTHEAST OF THE CENTERLINE OF
 CS1318'THE HIGHWAY AND 25 FEET WEST OF THE CENTERLINE OF THE ROAD SOUTH, AND
 CS1318'ABOUT 1 FOOT NORTH OF TWO CORNER POSTS ABOUT 4 FEET APART.  A STANDARD
 CS1318'DISK STAMPED J 921 1946 IN A CONCRETE POST WHICH PROJECTS ABOUT 8
 CS1318'INCHES.  NOTE-- THIS MARK IS AT THE JUNCTION OF DAVENPORT AND PRESTON
 CS1318'ROADS.
 CS1318
 CS1318                          STATION RECOVERY (1991)
 CS1318
 CS1318'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0407 ***********************************************************************
 DN0407  DESIGNATION -  J 923
 DN0407  PID         -  DN0407
 DN0407  STATE/COUNTY-  TX/COLLIN
 DN0407  USGS QUAD   -  PLANO (1973)
 DN0407
 DN0407                         *CURRENT SURVEY CONTROL
 DN0407  ___________________________________________________________________
 DN0407* NAD 83(1986)-  33 03 39.     (N)    096 41 26.     (W)     SCALED    
 DN0407* NAVD 88     -       191.709  (meters)     628.97   (feet)  ADJUSTED  
 DN0407  ___________________________________________________________________
 DN0407  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 DN0407  DYNAMIC HT  -         191.497 (meters)     628.27  (feet)  COMP
 DN0407  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 DN0407
 DN0407  VERT ORDER  -  SECOND    CLASS 0
 DN0407
 DN0407.The horizontal coordinates were scaled from a topographic map and have
 DN0407.an estimated accuracy of +/- 6 seconds.
 DN0407
 DN0407.The orthometric height was determined by differential leveling
 DN0407.and adjusted by the National Geodetic Survey in June 1991..
 DN0407
 DN0407.The geoid height was determined by GEOID03.
 DN0407
 DN0407.The dynamic height is computed by dividing the NAVD 88
 DN0407.geopotential number by the normal gravity value computed on the
 DN0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0407.degrees latitude (g = 980.6199 gals.).
 DN0407
 DN0407.The modeled gravity was interpolated from observed gravity values.
 DN0407
 DN0407;                    North         East    Units  Estimated Accuracy
 DN0407;SPC TXNC     - 2,156,050.      768,950.      MT  (+/- 180 meters Scaled)
 DN0407
 DN0407                          SUPERSEDED SURVEY CONTROL
 DN0407
 DN0407  NGVD 29 (??/??/92)  191.718  (m)          628.99   (f) ADJ UNCH    2 0
 DN0407
 DN0407.Superseded values are not recommended for survey control.
 DN0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0407.See file dsdata.txt to determine how the superseded data were derived.
 DN0407
 DN0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB156604(NAD 83)
 DN0407_MARKER: DB = BENCH MARK DISK
 DN0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0407_STAMPING: J 923 1946
 DN0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0407+STABILITY: SURFACE MOTION
 DN0407
 DN0407  HISTORY     - Date     Condition        Report By
 DN0407  HISTORY     - 1946     MONUMENTED       CGS
 DN0407  HISTORY     - 1960     GOOD             NGS
 DN0407  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 DN0407  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0407
 DN0407                          STATION DESCRIPTION
 DN0407
 DN0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0407'3.1 MI N FROM PLANO.
 DN0407'3.1 MILES NORTH ALONG TEXAS HIGHWAY 5 FROM THE CITY HALL AT PLANO, SET
 DN0407'IN A LINE OF TELEPHONE POLES, 4.3 FEET NORTH OF A TELEPHONE POLE, 58.8
 DN0407'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 38.7 FEET EAST OF THE EAST
 DN0407'RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, AND 2.2 FEET NORTH OF A
 DN0407'REFERENCE POST.  A STANDARD DISK, STAMPED J 923 1946 AND SET IN THE
 DN0407'TOP OF A CONCRETE POST.
 DN0407
 DN0407                          STATION RECOVERY (1991)
 DN0407
 DN0407'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0407'MARK NOT FOUND.
 DN0407
 DN0407                          STATION RECOVERY (2005)
 DN0407
 DN0407'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0265 ***********************************************************************
 DN0265  DESIGNATION -  J 924
 DN0265  PID         -  DN0265
 DN0265  STATE/COUNTY-  TX/COLLIN
 DN0265  USGS QUAD   -  LAVON (1973)
 DN0265
 DN0265                         *CURRENT SURVEY CONTROL
 DN0265  ___________________________________________________________________
 DN0265* NAD 83(1986)-  33 07 03.     (N)    096 29 33.     (W)     SCALED    
 DN0265* NAVD 88     -       150.944  (meters)     495.22   (feet)  ADJUSTED  
 DN0265  ___________________________________________________________________
 DN0265  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DN0265  DYNAMIC HT  -         150.779 (meters)     494.68  (feet)  COMP
 DN0265  MODELED GRAV-     979,543.5   (mgal)                       NAVD 88
 DN0265
 DN0265  VERT ORDER  -  SECOND    CLASS 0
 DN0265
 DN0265.The horizontal coordinates were scaled from a topographic map and have
 DN0265.an estimated accuracy of +/- 6 seconds.
 DN0265
 DN0265.The orthometric height was determined by differential leveling
 DN0265.and adjusted by the National Geodetic Survey in June 1991..
 DN0265
 DN0265.The geoid height was determined by GEOID03.
 DN0265
 DN0265.The dynamic height is computed by dividing the NAVD 88
 DN0265.geopotential number by the normal gravity value computed on the
 DN0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0265.degrees latitude (g = 980.6199 gals.).
 DN0265
 DN0265.The modeled gravity was interpolated from observed gravity values.
 DN0265
 DN0265;                    North         East    Units  Estimated Accuracy
 DN0265;SPC TXNC     - 2,162,670.      787,320.      MT  (+/- 180 meters Scaled)
 DN0265
 DN0265                          SUPERSEDED SURVEY CONTROL
 DN0265
 DN0265  NGVD 29 (??/??/92)  150.952  (m)          495.25   (f) ADJ UNCH    2 0
 DN0265
 DN0265.Superseded values are not recommended for survey control.
 DN0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0265.See file dsdata.txt to determine how the superseded data were derived.
 DN0265
 DN0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB339671(NAD 83)
 DN0265_MARKER: DB = BENCH MARK DISK
 DN0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0265_STAMPING: J 924 1946
 DN0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0265+STABILITY: SURFACE MOTION
 DN0265
 DN0265  HISTORY     - Date     Condition        Report By
 DN0265  HISTORY     - 1946     MONUMENTED       CGS
 DN0265  HISTORY     - 1958     POOR             NGS
 DN0265  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0265  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0265
 DN0265                          STATION DESCRIPTION
 DN0265
 DN0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DN0265'5.0 MI S FROM PRINCETON.
 DN0265'5.0 MILES SOUTH ALONG A GRADED ROAD FROM THE CITIZENS STATE BANK AT
 DN0265'PRINCETON, 60.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 DN0265'FARMHOUSE, 30.8 FEET EAST OF THE CENTERLINE OF THE ROAD, 7.5 FEET
 DN0265'NORTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 2.9 FEET WEST OF A
 DN0265'POWER POLE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 DN0265'STANDARD DISK, STAMPED J 924 1946 AND SET IN THE TOP OF A CONCRETE
 DN0265'POST.
 DN0265
 DN0265                          STATION RECOVERY (1994)
 DN0265
 DN0265'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0265'MARK NOT FOUND.
 DN0265
 DN0265                          STATION RECOVERY (2005)
 DN0265
 DN0265'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0250 ***********************************************************************
 DN0250  DESIGNATION -  J 925
 DN0250  PID         -  DN0250
 DN0250  STATE/COUNTY-  TX/COLLIN
 DN0250  USGS QUAD   -  LAVON (1973)
 DN0250
 DN0250                         *CURRENT SURVEY CONTROL
 DN0250  ___________________________________________________________________
 DN0250* NAD 83(1986)-  33 05 21.     (N)    096 24 46.     (W)     SCALED    
 DN0250* NAVD 88     -       161.638  (meters)     530.31   (feet)  ADJUSTED  
 DN0250  ___________________________________________________________________
 DN0250  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 DN0250  DYNAMIC HT  -         161.462 (meters)     529.73  (feet)  COMP
 DN0250  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 DN0250
 DN0250  VERT ORDER  -  SECOND    CLASS 0
 DN0250
 DN0250.The horizontal coordinates were scaled from a topographic map and have
 DN0250.an estimated accuracy of +/- 6 seconds.
 DN0250
 DN0250.The orthometric height was determined by differential leveling
 DN0250.and adjusted by the National Geodetic Survey in June 1991..
 DN0250
 DN0250.The geoid height was determined by GEOID03.
 DN0250
 DN0250.The dynamic height is computed by dividing the NAVD 88
 DN0250.geopotential number by the normal gravity value computed on the
 DN0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0250.degrees latitude (g = 980.6199 gals.).
 DN0250
 DN0250.The modeled gravity was interpolated from observed gravity values.
 DN0250
 DN0250;                    North         East    Units  Estimated Accuracy
 DN0250;SPC TXNC     - 2,159,680.      794,820.      MT  (+/- 180 meters Scaled)
 DN0250
 DN0250                          SUPERSEDED SURVEY CONTROL
 DN0250
 DN0250  NGVD 29 (??/??/92)  161.651  (m)          530.35   (f) ADJ UNCH    2 0
 DN0250
 DN0250.Superseded values are not recommended for survey control.
 DN0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0250.See file dsdata.txt to determine how the superseded data were derived.
 DN0250
 DN0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB414641(NAD 83)
 DN0250_MARKER: DB = BENCH MARK DISK
 DN0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0250_STAMPING: J 925 1946
 DN0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0250+STABILITY: SURFACE MOTION
 DN0250
 DN0250  HISTORY     - Date     Condition        Report By
 DN0250  HISTORY     - 1946     MONUMENTED       CGS
 DN0250  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0250  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0250
 DN0250                          STATION DESCRIPTION
 DN0250
 DN0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0250'6.0 MI SW FROM FARMERSVILLE.
 DN0250'6.0 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 DN0250'FROM THE STATION AT FARMERSVILLE.  1 POLE NORTH OF MILE POST 85, 62.2
 DN0250'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 78, 35.3 FEET WEST OF
 DN0250'THE WEST RAIL, 3.8 FEET NORTH OF A TELEPHONE POLE, 3.6 FEET SOUTH OF A
 DN0250'WHITE 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 DN0250'POST.
 DN0250
 DN0250                          STATION RECOVERY (1994)
 DN0250
 DN0250'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0250'MARK NOT FOUND.
 DN0250
 DN0250                          STATION RECOVERY (2005)
 DN0250
 DN0250'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0143 ***********************************************************************
 DN0143  DESIGNATION -  J 926
 DN0143  PID         -  DN0143
 DN0143  STATE/COUNTY-  TX/HUNT
 DN0143  USGS QUAD   -  GREENVILLE SW (1962)
 DN0143
 DN0143                         *CURRENT SURVEY CONTROL
 DN0143  ___________________________________________________________________
 DN0143* NAD 83(1986)-  33 06 18.     (N)    096 10 06.     (W)     SCALED    
 DN0143* NAVD 88     -       165.859  (meters)     544.16   (feet)  ADJUSTED  
 DN0143  ___________________________________________________________________
 DN0143  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 DN0143  DYNAMIC HT  -         165.678 (meters)     543.56  (feet)  COMP
 DN0143  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 DN0143
 DN0143  VERT ORDER  -  FIRST     CLASS II
 DN0143
 DN0143.The horizontal coordinates were scaled from a topographic map and have
 DN0143.an estimated accuracy of +/- 6 seconds.
 DN0143
 DN0143.The orthometric height was determined by differential leveling
 DN0143.and adjusted by the National Geodetic Survey in June 1991..
 DN0143.WARNING-Repeat measurements at this control monument indicate possible
 DN0143.vertical movement.
 DN0143
 DN0143.The geoid height was determined by GEOID03.
 DN0143
 DN0143.The dynamic height is computed by dividing the NAVD 88
 DN0143.geopotential number by the normal gravity value computed on the
 DN0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0143.degrees latitude (g = 980.6199 gals.).
 DN0143
 DN0143.The modeled gravity was interpolated from observed gravity values.
 DN0143
 DN0143;                    North         East    Units  Estimated Accuracy
 DN0143;SPC TXNC     - 2,161,910.      817,600.      MT  (+/- 180 meters Scaled)
 DN0143
 DN0143                          SUPERSEDED SURVEY CONTROL
 DN0143
 DN0143  NGVD 29 (??/??/92)  165.803  (m)          543.97   (f) ADJ UNCH    1 2
 DN0143
 DN0143.Superseded values are not recommended for survey control.
 DN0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0143.See file dsdata.txt to determine how the superseded data were derived.
 DN0143
 DN0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB642664(NAD 83)
 DN0143_MARKER: DB = BENCH MARK DISK
 DN0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0143_SP_SET: CONCRETE POST
 DN0143_STAMPING: J 926 1946
 DN0143_MARK LOGO: CGS   
 DN0143_PROJECTION: PROJECTING 20 CENTIMETERS
 DN0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0143+STABILITY: SURFACE MOTION
 DN0143
 DN0143  HISTORY     - Date     Condition        Report By
 DN0143  HISTORY     - 1946     MONUMENTED       CGS
 DN0143  HISTORY     - 1966     GOOD             NGS
 DN0143  HISTORY     - 1986     GOOD             NGS
 DN0143  HISTORY     - 19940422 MARK NOT FOUND   USPSQD
 DN0143
 DN0143                          STATION DESCRIPTION
 DN0143
 DN0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0143'4.3 MI SW FROM GREENVILLE.
 DN0143'4.3 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 DN0143'THE STATION AT GREENVILLE.  THE MARK IS SET AT A RAILROAD CROSSING. 6
 DN0143'1/2 POLES SOUTH OF MILE POST 717, 48.4 FEET NORTH OF THE CENTER LINE
 DN0143'OF THE ROAD, 47.6 FEET NORTHEAST OF THE CENTER OF THE RAILROAD
 DN0143'CROSSING, 40.3 FEET EAST OF THE EAST RAIL, 2.2 FEET WEST OF TELEPHONE
 DN0143'POLE NUMBER 175, 3.7 FEET NORTH OF A WHITE 4X4 MARKER POST. A BRONZE
 DN0143'DISK SET IN THE TOP OF A CONCRETE POST.
 DN0143
 DN0143                          STATION RECOVERY (1966)
 DN0143
 DN0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DN0143'RECOVERED IN GOOD CONDITION.
 DN0143
 DN0143                          STATION RECOVERY (1986)
 DN0143
 DN0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0143'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.2 KM (4.45
 DN0143'MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS WEST JUNCTION WITH
 DN0143'FARM ROAD 36 IN CADDO MILLS, 84.1 M (275.9 FT) SOUTHEAST OF THE
 DN0143'CENTERLINE OF THE HIGHWAY, 15.2 M (44.9 FT) EAST OF THE CENTER OF A
 DN0143'PAVED ROAD, 12.6 M (41.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 DN0143'MISSOURI KANSAS TEXAS RAILROAD, 9.9 M (32.5 FT) NORTHEAST OF A FENCE
 DN0143'CORNER, AND 2.2 M (7.2 FT) NORTHWEST OF A FENCE.
 DN0143'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 DN0143'THE MARK IS 0.3 M BELOW THE ROAD.
 DN0143
 DN0143                          STATION RECOVERY (1994)
 DN0143
 DN0143'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0003 ***********************************************************************
 CS0003  DESIGNATION -  J 927
 CS0003  PID         -  CS0003
 CS0003  STATE/COUNTY-  TX/ROCKWALL
 CS0003  USGS QUAD   -  ROCKWALL (1973)
 CS0003
 CS0003                         *CURRENT SURVEY CONTROL
 CS0003  ___________________________________________________________________
 CS0003* NAD 83(1986)-  32 55 05.     (N)    096 27 28.     (W)     SCALED    
 CS0003* NAVD 88     -       171.567  (meters)     562.88   (feet)  ADJUSTED  
 CS0003  ___________________________________________________________________
 CS0003  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0003  DYNAMIC HT  -         171.380 (meters)     562.27  (feet)  COMP
 CS0003  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 CS0003
 CS0003  VERT ORDER  -  FIRST     CLASS II
 CS0003
 CS0003.The horizontal coordinates were scaled from a topographic map and have
 CS0003.an estimated accuracy of +/- 6 seconds.
 CS0003
 CS0003.The orthometric height was determined by differential leveling
 CS0003.and adjusted by the National Geodetic Survey in June 1991..
 CS0003
 CS0003.The geoid height was determined by GEOID03.
 CS0003
 CS0003.The dynamic height is computed by dividing the NAVD 88
 CS0003.geopotential number by the normal gravity value computed on the
 CS0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0003.degrees latitude (g = 980.6199 gals.).
 CS0003
 CS0003.The modeled gravity was interpolated from observed gravity values.
 CS0003
 CS0003;                    North         East    Units  Estimated Accuracy
 CS0003;SPC TXNC     - 2,140,620.      790,990.      MT  (+/- 180 meters Scaled)
 CS0003
 CS0003                          SUPERSEDED SURVEY CONTROL
 CS0003
 CS0003  NGVD 29 (??/??/92)  171.600  (m)          562.99   (f) ADJ UNCH    1 2
 CS0003
 CS0003.Superseded values are not recommended for survey control.
 CS0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0003.See file dsdata.txt to determine how the superseded data were derived.
 CS0003
 CS0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB377450(NAD 83)
 CS0003_MARKER: DB = BENCH MARK DISK
 CS0003_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS0003_SP_SET: BRIDGE ABUTMENT
 CS0003_STAMPING: J 927 1946
 CS0003_MARK LOGO: CGS   
 CS0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS0003+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS0003
 CS0003  HISTORY     - Date     Condition        Report By
 CS0003  HISTORY     - UNK      MONUMENTED       CGS
 CS0003  HISTORY     - 1946     GOOD             NGS
 CS0003  HISTORY     - 1986     GOOD             NGS
 CS0003  HISTORY     - 20030909 GOOD             GEOCAC
 CS0003  HISTORY     - 20051031 GOOD             BOHAN
 CS0003
 CS0003                          STATION DESCRIPTION
 CS0003
 CS0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CS0003'0.4 MI SW FROM ROCKWALL.
 CS0003'0.4 MILE SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 CS0003'THE STATION AT ROCKWALL, 14.3 FEET EAST OF THE CENTER LINE OF STATE
 CS0003'HIGHWAY 205, 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  A BRONZE DISK SET
 CS0003'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF A
 CS0003'CONCRETE OVERPASS.
 CS0003
 CS0003                          STATION RECOVERY (1986)
 CS0003
 CS0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0003'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.4 KM (0.85
 CS0003'MI) SOUTHERLY ALONG STATE HIGHWAY 205 FROM ITS JUNCTION WITH STATE
 CS0003'HIGHWAY 66 IN ROCKWALL, IN THE NORTHEAST END OF THE NORTHWEST CONCRETE
 CS0003'ABUTMENT OF THE HIGHWAY OVERPASS OF THE MISSOURI KANSAS TEXAS
 CS0003'RAILROAD, 4.5 M (14.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CS0003'AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 CS0003'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CS0003
 CS0003                          STATION RECOVERY (2003)
 CS0003
 CS0003'RECOVERY NOTE BY GEOCACHING 2003 (GOE)
 CS0003'RECOVERED IN GOOD CONDITION.
 CS0003
 CS0003                          STATION RECOVERY (2005)
 CS0003
 CS0003'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0040 ***********************************************************************
 CS0040  DESIGNATION -  J 928
 CS0040  PID         -  CS0040
 CS0040  STATE/COUNTY-  TX/HUNT
 CS0040  USGS QUAD   -  ROYSE CITY (1963)
 CS0040
 CS0040                         *CURRENT SURVEY CONTROL
 CS0040  ___________________________________________________________________
 CS0040* NAD 83(1986)-  32 55 36.     (N)    096 15 03.     (W)     SCALED    
 CS0040* NAVD 88     -       156.43   (+/-2cm)     513.2    (feet)  VERTCON   
 CS0040  ___________________________________________________________________
 CS0040  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0040
 CS0040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS0040
 CS0040.The horizontal coordinates were scaled from a topographic map and have
 CS0040.an estimated accuracy of +/- 6 seconds.
 CS0040
 CS0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0040.The vertical order pertains to the NGVD 29 superseded value.
 CS0040
 CS0040.The geoid height was determined by GEOID03.
 CS0040
 CS0040;                    North         East    Units  Estimated Accuracy
 CS0040;SPC TXNC     - 2,141,970.      810,320.      MT  (+/- 180 meters Scaled)
 CS0040
 CS0040                          SUPERSEDED SURVEY CONTROL
 CS0040
 CS0040  NGVD 29 (??/??/92)  156.42   (m)          513.2    (f) COMPUTED    2 0
 CS0040
 CS0040.Superseded values are not recommended for survey control.
 CS0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0040.See file dsdata.txt to determine how the superseded data were derived.
 CS0040
 CS0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB570465(NAD 83)
 CS0040_MARKER: DB = BENCH MARK DISK
 CS0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0040_STAMPING: J 928 1946
 CS0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0040+STABILITY: SURFACE MOTION
 CS0040
 CS0040  HISTORY     - Date     Condition        Report By
 CS0040  HISTORY     - 1946     MONUMENTED       CGS
 CS0040  HISTORY     - 1954     GOOD             USGS
 CS0040  HISTORY     - 1962     GOOD             USGS
 CS0040  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 CS0040
 CS0040                          STATION DESCRIPTION
 CS0040
 CS0040'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 CS0040'7.1 MI SE FROM ROYSE CITY.
 CS0040'IN HUNT COUNTY, 7.1 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE CITY
 CS0040'HALL AT ROYSE CITY, ROCKWALL COUNTY, 680 FEET SOUTHEAST FROM THE
 CS0040'JUNCTION OF TEXAS FARM ROADS NO. 1565 AND 35, 43.6 FEET SOUTH OF THE
 CS0040'CENTERLINE OF THE ROAD, 2.3 FEET SOUTH OF THE FENCE CORNER, AND 2.7
 CS0040'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J
 CS0040'928 1946 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 CS0040'SCHOOLHOUSE NO LONGER EXISTS.
 CS0040
 CS0040                          STATION RECOVERY (1962)
 CS0040
 CS0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0040'RECOVERED IN GOOD CONDITION.
 CS0040
 CS0040                          STATION RECOVERY (1994)
 CS0040
 CS0040'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0058 ***********************************************************************
 CS0058  DESIGNATION -  J 929
 CS0058  PID         -  CS0058
 CS0058  STATE/COUNTY-  TX/HUNT
 CS0058  USGS QUAD   -  QUINLAN (1979)
 CS0058
 CS0058                         *CURRENT SURVEY CONTROL
 CS0058  ___________________________________________________________________
 CS0058* NAD 83(1986)-  32 54 26.     (N)    096 14 50.     (W)     SCALED    
 CS0058* NAVD 88     -       154.442  (meters)     506.70   (feet)  ADJUSTED  
 CS0058  ___________________________________________________________________
 CS0058  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0058  DYNAMIC HT  -         154.273 (meters)     506.14  (feet)  COMP
 CS0058  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 CS0058
 CS0058  VERT ORDER  -  SECOND    CLASS 0
 CS0058
 CS0058.The horizontal coordinates were scaled from a topographic map and have
 CS0058.an estimated accuracy of +/- 6 seconds.
 CS0058
 CS0058.The orthometric height was determined by differential leveling
 CS0058.and adjusted by the National Geodetic Survey in June 1991..
 CS0058
 CS0058.The geoid height was determined by GEOID03.
 CS0058
 CS0058.The dynamic height is computed by dividing the NAVD 88
 CS0058.geopotential number by the normal gravity value computed on the
 CS0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0058.degrees latitude (g = 980.6199 gals.).
 CS0058
 CS0058.The modeled gravity was interpolated from observed gravity values.
 CS0058
 CS0058;                    North         East    Units  Estimated Accuracy
 CS0058;SPC TXNC     - 2,139,820.      810,710.      MT  (+/- 180 meters Scaled)
 CS0058
 CS0058                          SUPERSEDED SURVEY CONTROL
 CS0058
 CS0058  NGVD 29 (??/??/92)  154.439  (m)          506.69   (f) ADJ UNCH    2 0
 CS0058
 CS0058.Superseded values are not recommended for survey control.
 CS0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0058.See file dsdata.txt to determine how the superseded data were derived.
 CS0058
 CS0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB574443(NAD 83)
 CS0058_MARKER: DB = BENCH MARK DISK
 CS0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0058_STAMPING: J 929 1946
 CS0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0058+STABILITY: SURFACE MOTION
 CS0058
 CS0058  HISTORY     - Date     Condition        Report By
 CS0058  HISTORY     - 1946     MONUMENTED       CGS
 CS0058  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 CS0058
 CS0058                          STATION DESCRIPTION
 CS0058
 CS0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0058'5.7 MI W FROM QUINLAN.
 CS0058'5.7 MILES WEST ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC STATION
 CS0058'AT QUINLAN, THENCE 0.8 MILE SOUTHWEST ALONG A ROAD.  AT A ROAD
 CS0058'JUNCTION, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN ROAD, 17
 CS0058'FEET SOUTHWEST OF THE EXTENDED CENTERLINE OF THE SIDE ROAD, 7 FEET
 CS0058'SOUTHEAST OF A POWERLINE POLE, AND 2 FEET SOUTHWEST OF A WHITE WOODEN
 CS0058'WITNESS POST.  A STANDARD DISK, STAMPED J 929 1946 AND SET IN THE TOP
 CS0058'OF A CONCRETE POST.
 CS0058
 CS0058                          STATION RECOVERY (1994)
 CS0058
 CS0058'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0967 ***********************************************************************
 AH0967  DESIGNATION -  J 93
 AH0967  PID         -  AH0967
 AH0967  STATE/COUNTY-  TX/JIM WELLS
 AH0967  USGS QUAD   -  AGUA DULCE (1979)
 AH0967
 AH0967                         *CURRENT SURVEY CONTROL
 AH0967  ___________________________________________________________________
 AH0967* NAD 83(1986)-  27 46 36.     (N)    097 56 01.     (W)     SCALED    
 AH0967* NAVD 88     -        41.369  (meters)     135.72   (feet)  ADJUSTED  
 AH0967  ___________________________________________________________________
 AH0967  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH0967  DYNAMIC HT  -          41.305 (meters)     135.51  (feet)  COMP
 AH0967  MODELED GRAV-     979,105.0   (mgal)                       NAVD 88
 AH0967
 AH0967  VERT ORDER  -  FIRST     CLASS II
 AH0967
 AH0967.The horizontal coordinates were scaled from a topographic map and have
 AH0967.an estimated accuracy of +/- 6 seconds.
 AH0967
 AH0967.The orthometric height was determined by differential leveling
 AH0967.and adjusted by the National Geodetic Survey in June 1991..
 AH0967
 AH0967.The geoid height was determined by GEOID03.
 AH0967
 AH0967.The dynamic height is computed by dividing the NAVD 88
 AH0967.geopotential number by the normal gravity value computed on the
 AH0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0967.degrees latitude (g = 980.6199 gals.).
 AH0967
 AH0967.The modeled gravity was interpolated from observed gravity values.
 AH0967
 AH0967;                    North         East    Units  Estimated Accuracy
 AH0967;SPC TX S     - 5,233,900.      355,830.      MT  (+/- 180 meters Scaled)
 AH0967
 AH0967                          SUPERSEDED SURVEY CONTROL
 AH0967
 AH0967  NGVD 29 (??/??/92)   41.477  (m)          136.08   (f) ADJ UNCH    1 2
 AH0967
 AH0967.Superseded values are not recommended for survey control.
 AH0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0967.See file dsdata.txt to determine how the superseded data were derived.
 AH0967
 AH0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR050729(NAD 83)
 AH0967_MARKER: DB = BENCH MARK DISK
 AH0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0967_STAMPING: J 93 1932 136.017
 AH0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0967+STABILITY: SURFACE MOTION
 AH0967
 AH0967  HISTORY     - Date     Condition        Report By
 AH0967  HISTORY     - 1932     MONUMENTED       CGS
 AH0967  HISTORY     - 1950     GOOD             NGS
 AH0967  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0967
 AH0967                          STATION DESCRIPTION
 AH0967
 AH0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0967'1.3 MI W FROM AGUA DULCE.
 AH0967'1.3 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0967'AGUA DULCE, AT THE JIM WELLS-NUECES COUNTY LINE, 66 FEET SOUTH OF THE
 AH0967'CENTER LINE OF STATE HIGHWAY 44, 75 FEET WEST OF THE CENTER LINE OF A
 AH0967'NORTH AND SOUTH ROAD, 31 FEET NORTH OF THE NORTH RAIL, 53 FEET
 AH0967'SOUTHWEST OF A COUNTY LINE SIGN POST, 2.8 FEET WEST OF A WITNESS POST,
 AH0967'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AH0967'GROUND.
 AH0967
 AH0967                          STATION RECOVERY (1975)
 AH0967
 AH0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0069 ***********************************************************************
 CS0069  DESIGNATION -  J 930
 CS0069  PID         -  CS0069
 CS0069  STATE/COUNTY-  TX/ROCKWALL
 CS0069  USGS QUAD   -  FORNEY NORTH (1973)
 CS0069
 CS0069                         *CURRENT SURVEY CONTROL
 CS0069  ___________________________________________________________________
 CS0069* NAD 83(1986)-  32 51 10.     (N)    096 23 43.     (W)     SCALED    
 CS0069* NAVD 88     -       160.209  (meters)     525.62   (feet)  ADJUSTED  
 CS0069  ___________________________________________________________________
 CS0069  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CS0069  DYNAMIC HT  -         160.034 (meters)     525.04  (feet)  COMP
 CS0069  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 CS0069
 CS0069  VERT ORDER  -  SECOND    CLASS 0
 CS0069
 CS0069.The horizontal coordinates were scaled from a topographic map and have
 CS0069.an estimated accuracy of +/- 6 seconds.
 CS0069
 CS0069.The orthometric height was determined by differential leveling
 CS0069.and adjusted by the National Geodetic Survey in June 1991..
 CS0069
 CS0069.The geoid height was determined by GEOID03.
 CS0069
 CS0069.The dynamic height is computed by dividing the NAVD 88
 CS0069.geopotential number by the normal gravity value computed on the
 CS0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0069.degrees latitude (g = 980.6199 gals.).
 CS0069
 CS0069.The modeled gravity was interpolated from observed gravity values.
 CS0069
 CS0069;                    North         East    Units  Estimated Accuracy
 CS0069;SPC TXNC     - 2,133,500.      796,980.      MT  (+/- 180 meters Scaled)
 CS0069
 CS0069                          SUPERSEDED SURVEY CONTROL
 CS0069
 CS0069  NGVD 29 (??/??/92)  160.227  (m)          525.68   (f) ADJ UNCH    2 0
 CS0069
 CS0069.Superseded values are not recommended for survey control.
 CS0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0069.See file dsdata.txt to determine how the superseded data were derived.
 CS0069
 CS0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB437379(NAD 83)
 CS0069_MARKER: DB = BENCH MARK DISK
 CS0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0069_STAMPING: J 930 1946
 CS0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0069+STABILITY: SURFACE MOTION
 CS0069
 CS0069  HISTORY     - Date     Condition        Report By
 CS0069  HISTORY     - 1946     MONUMENTED       CGS
 CS0069  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS0069
 CS0069                          STATION DESCRIPTION
 CS0069
 CS0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0069'6.1 MI SE FROM ROCKWALL.
 CS0069'6.1 MILES SOUTHEAST ALONG STATE HIGHWAY 205 FROM THE COURTHOUSE AT
 CS0069'ROCKWALL, ROCKWALL COUNTY, 1.7 MILES NORTHWEST OF THE POST OFFICE AT
 CS0069'CHISHOLM, 135 FEET SOUTHWEST OF THE SOUTHWES CORNER OF A FARMHOUSE, 52
 CS0069'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTHEAST OF A
 CS0069'POWERLINE POLE, AND 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST. A
 CS0069'STANDARD DISK, STAMPED J 930 1946 AND SET IN THE TOP OF A CONCRETE
 CS0069'POST.
 CS0069
 CS0069                          STATION RECOVERY (2005)
 CS0069
 CS0069'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1750 ***********************************************************************
 CS1750  DESIGNATION -  J 931 RESET 1947
 CS1750  PID         -  CS1750
 CS1750  STATE/COUNTY-  TX/TARRANT
 CS1750  USGS QUAD   -  LAKE WORTH (1982)
 CS1750
 CS1750                         *CURRENT SURVEY CONTROL
 CS1750  ___________________________________________________________________
 CS1750* NAD 83(1986)-  32 47 14.     (N)    097 22 49.     (W)     SCALED    
 CS1750* NAVD 88     -       181.453  (meters)     595.32   (feet)  ADJUSTED  
 CS1750  ___________________________________________________________________
 CS1750  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CS1750  DYNAMIC HT  -         181.240 (meters)     594.62  (feet)  COMP
 CS1750  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 CS1750
 CS1750  VERT ORDER  -  FIRST     CLASS II
 CS1750
 CS1750.The horizontal coordinates were scaled from a topographic map and have
 CS1750.an estimated accuracy of +/- 6 seconds.
 CS1750
 CS1750.The orthometric height was determined by differential leveling
 CS1750.and adjusted by the National Geodetic Survey in June 1991..
 CS1750
 CS1750.The geoid height was determined by GEOID03.
 CS1750
 CS1750.The dynamic height is computed by dividing the NAVD 88
 CS1750.geopotential number by the normal gravity value computed on the
 CS1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1750.degrees latitude (g = 980.6199 gals.).
 CS1750
 CS1750.The modeled gravity was interpolated from observed gravity values.
 CS1750
 CS1750;                    North         East    Units  Estimated Accuracy
 CS1750;SPC TXNC     - 2,124,820.      704,880.      MT  (+/- 180 meters Scaled)
 CS1750
 CS1750                          SUPERSEDED SURVEY CONTROL
 CS1750
 CS1750  NGVD 29 (??/??/92)  181.448  (m)          595.30   (f) ADJ UNCH    1 2
 CS1750
 CS1750.Superseded values are not recommended for survey control.
 CS1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1750.See file dsdata.txt to determine how the superseded data were derived.
 CS1750
 CS1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB516288(NAD 83)
 CS1750_MARKER: DB = BENCH MARK DISK
 CS1750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1750_SP_SET: CULVERT
 CS1750_STAMPING: J 931 1946 (RESET 1947)
 CS1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1750
 CS1750  HISTORY     - Date     Condition        Report By
 CS1750  HISTORY     - 1947     MONUMENTED       CGS
 CS1750  HISTORY     - 1957     GOOD             NGS
 CS1750  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 CS1750  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CS1750  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS1750
 CS1750                          STATION DESCRIPTION
 CS1750
 CS1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1750'IN FORT WORTH.
 CS1750'ABOUT 3.3 MILES NORTHWEST OF THE COUNTY COURTHOUSE AT FORT WORTH NEAR
 CS1750'THE INTERSECTION OF STATE HIGHWAY NO. 183 AND STATE HIGHWAY NO. 199.
 CS1750'ABOUT 1320.0 FEET NORTHEAST ALONG STATE HIGHWAY NO. 183 FROM ITS
 CS1750'INTERSECTION WITH STATE HIGHWAY NO. 199, AT THE FIRST LARGE FILL NORTH
 CS1750'OF THE FIRST CUT, 100.0 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 CS1750'NO. 183, ABOUT 25.0 FEET BELOW THE LEVEL OF THE HIGHWAY AND 1.0 FOOT
 CS1750'NORTH FROM THE SOUTH END OF THE EAST ABUTMENT OF A LARGE CONCRETE
 CS1750'CULVERT.  A BRONZE DISK SET IN A DRILL HOLE IN A CONCRETE CULVERT.
 CS1750
 CS1750                          STATION RECOVERY (1957)
 CS1750
 CS1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1750'RECOVERED IN GOOD CONDITION.
 CS1750
 CS1750                          STATION RECOVERY (1996)
 CS1750
 CS1750'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1750'MARK NOT FOUND.
 CS1750
 CS1750                          STATION RECOVERY (2001)
 CS1750
 CS1750'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS1750'MARK NOT FOUND.
 CS1750
 CS1750                          STATION RECOVERY (2004)
 CS1750
 CS1750'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS1750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1710 ***********************************************************************
 CS1710  DESIGNATION -  J 932
 CS1710  PID         -  CS1710
 CS1710  STATE/COUNTY-  TX/TARRANT
 CS1710  USGS QUAD   -  FORT WORTH (1981)
 CS1710
 CS1710                         *CURRENT SURVEY CONTROL
 CS1710  ___________________________________________________________________
 CS1710* NAD 83(1986)-  32 44 24.     (N)    097 18 09.     (W)     SCALED    
 CS1710* NAVD 88     -       173.808  (meters)     570.24   (feet)  ADJUSTED  
 CS1710  ___________________________________________________________________
 CS1710  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CS1710  DYNAMIC HT  -         173.604 (meters)     569.57  (feet)  COMP
 CS1710  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 CS1710
 CS1710  VERT ORDER  -  FIRST     CLASS II
 CS1710
 CS1710.The horizontal coordinates were scaled from a topographic map and have
 CS1710.an estimated accuracy of +/- 6 seconds.
 CS1710
 CS1710.The orthometric height was determined by differential leveling
 CS1710.and adjusted by the National Geodetic Survey in June 1991..
 CS1710
 CS1710.The geoid height was determined by GEOID03.
 CS1710
 CS1710.The dynamic height is computed by dividing the NAVD 88
 CS1710.geopotential number by the normal gravity value computed on the
 CS1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1710.degrees latitude (g = 980.6199 gals.).
 CS1710
 CS1710.The modeled gravity was interpolated from observed gravity values.
 CS1710
 CS1710;                    North         East    Units  Estimated Accuracy
 CS1710;SPC TXNC     - 2,119,660.      712,220.      MT  (+/- 180 meters Scaled)
 CS1710
 CS1710                          SUPERSEDED SURVEY CONTROL
 CS1710
 CS1710  NGVD 29 (??/??/92)  173.812  (m)          570.25   (f) ADJ UNCH    1 2
 CS1710
 CS1710.Superseded values are not recommended for survey control.
 CS1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1710.See file dsdata.txt to determine how the superseded data were derived.
 CS1710
 CS1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB590237(NAD 83)
 CS1710_MARKER: DB = BENCH MARK DISK
 CS1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1710_STAMPING: J 932 1946 570.248
 CS1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1710+STABILITY: SURFACE MOTION
 CS1710
 CS1710  HISTORY     - Date     Condition        Report By
 CS1710  HISTORY     - 1946     MONUMENTED       CGS
 CS1710  HISTORY     - 1956     GOOD             NGS
 CS1710  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1710
 CS1710                          STATION DESCRIPTION
 CS1710
 CS1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1710'IN FORT WORTH.
 CS1710'ABOUT 2.1 MILES SOUTHEAST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT
 CS1710'THE INTERSECTION OF SOUTH RIVERSIDE DRIVE AND BESSIE STREET.  IT IS 3
 CS1710'FEET WEST OF THE WEST CURB OF RIVERSIDE, 37 FEET SOUTH OF THE
 CS1710'CENTERLINE OF BESSIE AND IS 4 FEET SOUTH OF A STREET SIGN POST.  A
 CS1710'STANDARD DISK STAMPED J 932 1946 570.248 IN A CONCRETE POST WHICH IS
 CS1710'ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 CS1710
 CS1710                          STATION RECOVERY (1995)
 CS1710
 CS1710'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1576 ***********************************************************************
 CS1576  DESIGNATION -  J 933
 CS1576  PID         -  CS1576
 CS1576  STATE/COUNTY-  TX/TARRANT
 CS1576  USGS QUAD   -  FORT WORTH (1981)
 CS1576
 CS1576                         *CURRENT SURVEY CONTROL
 CS1576  ___________________________________________________________________
 CS1576* NAD 83(1986)-  32 44 50.     (N)    097 21 42.     (W)     SCALED    
 CS1576* NAVD 88     -       173.160  (meters)     568.11   (feet)  POSTED    
 CS1576  ___________________________________________________________________
 CS1576  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS1576  DYNAMIC HT  -         172.960 (meters)     567.45  (feet)  COMP
 CS1576  MODELED GRAV-     979,461.6   (mgal)                       NAVD 88
 CS1576
 CS1576  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CS1576
 CS1576.The horizontal coordinates were scaled from a topographic map and have
 CS1576.an estimated accuracy of +/- 6 seconds.
 CS1576
 CS1576.The orthometric height was determined by differential leveling
 CS1576.and adjusted by the National Geodetic Survey in 1992..
 CS1576.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CS1576.rate of 2.1 thru 3.0 mm/km.
 CS1576
 CS1576.The geoid height was determined by GEOID03.
 CS1576
 CS1576.The dynamic height is computed by dividing the NAVD 88
 CS1576.geopotential number by the normal gravity value computed on the
 CS1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1576.degrees latitude (g = 980.6199 gals.).
 CS1576
 CS1576.The modeled gravity was interpolated from observed gravity values.
 CS1576
 CS1576;                    North         East    Units  Estimated Accuracy
 CS1576;SPC TXNC     - 2,120,400.      706,670.      MT  (+/- 180 meters Scaled)
 CS1576
 CS1576                          SUPERSEDED SURVEY CONTROL
 CS1576
 CS1576  NGVD 29 (??/??/92)  173.163  (m)          568.12   (f) ADJ UNCH    1 2
 CS1576
 CS1576.Superseded values are not recommended for survey control.
 CS1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1576.See file dsdata.txt to determine how the superseded data were derived.
 CS1576
 CS1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB534244(NAD 83)
 CS1576_MARKER: DB = BENCH MARK DISK
 CS1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1576_STAMPING: J 933 1946
 CS1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1576+STABILITY: SURFACE MOTION
 CS1576
 CS1576  HISTORY     - Date     Condition        Report By
 CS1576  HISTORY     - 1946     MONUMENTED       CGS
 CS1576  HISTORY     - 1968     GOOD             NGS
 CS1576  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1576  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1576  HISTORY     - 20010201 MARK NOT FOUND   USPSQD
 CS1576
 CS1576                          STATION DESCRIPTION
 CS1576
 CS1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CS1576'IN FORT WORTH.
 CS1576'1.8 MILES SOUTHWEST OF THE COUNTY COURT HOUSE AT FORT WORTH AT THE
 CS1576'NORTHWEST CORNER OF THE INTERSECTION OF UNIVERSITY DRIVE AND WEST
 CS1576'LANCASTER AVENUE, 46 FEET WEST OF THE CENTER LINE OF UNIVERSITY DRIVE
 CS1576'AND 34 FEET NORTH OF THE CENTER LINE OF WEST LANCASTER, 1 FOOT WEST OF
 CS1576'THE SOUTHWEST CORNER OF A CONCRETE WATER VALVE BOX, 4 FEET NORTH OF
 CS1576'THE NORTH CURB OF LANCASTER AND ALONG THE SOUTH SIDE OF THE SCHOOL
 CS1576'YARD.  A STANDARD DISK IN A CONCRETE POST, STAMPED J 933 1946.  THE
 CS1576'MARK IS ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 CS1576
 CS1576                          STATION RECOVERY (1989)
 CS1576
 CS1576'RECOVERY NOTE BY US POWER SQUADRON 1989 (RWM)
 CS1576'MARK NOT FOUND.
 CS1576
 CS1576                          STATION RECOVERY (1995)
 CS1576
 CS1576'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1576'MARK NOT FOUND.
 CS1576
 CS1576                          STATION RECOVERY (2001)
 CS1576
 CS1576'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2218 ***********************************************************************
 BY2218  DESIGNATION -  J 934
 BY2218  PID         -  BY2218
 BY2218  STATE/COUNTY-  TX/FREESTONE
 BY2218  USGS QUAD   -  KEECHI (1964)
 BY2218
 BY2218                         *CURRENT SURVEY CONTROL
 BY2218  ___________________________________________________________________
 BY2218* NAD 83(1986)-  31 35 45.     (N)    095 56 12.     (W)     SCALED    
 BY2218* NAVD 88     -       100.904  (meters)     331.05   (feet)  ADJUSTED  
 BY2218  ___________________________________________________________________
 BY2218  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BY2218  DYNAMIC HT  -         100.780 (meters)     330.64  (feet)  COMP
 BY2218  MODELED GRAV-     979,417.8   (mgal)                       NAVD 88
 BY2218
 BY2218  VERT ORDER  -  SECOND    CLASS 0
 BY2218
 BY2218.The horizontal coordinates were scaled from a topographic map and have
 BY2218.an estimated accuracy of +/- 6 seconds.
 BY2218
 BY2218.The orthometric height was determined by differential leveling
 BY2218.and adjusted by the National Geodetic Survey in June 1991..
 BY2218
 BY2218.The geoid height was determined by GEOID03.
 BY2218
 BY2218.The dynamic height is computed by dividing the NAVD 88
 BY2218.geopotential number by the normal gravity value computed on the
 BY2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2218.degrees latitude (g = 980.6199 gals.).
 BY2218
 BY2218.The modeled gravity was interpolated from observed gravity values.
 BY2218
 BY2218;                    North         East    Units  Estimated Accuracy
 BY2218;SPC TX C     - 3,222,110.    1,117,130.      MT  (+/- 180 meters Scaled)
 BY2218
 BY2218                          SUPERSEDED SURVEY CONTROL
 BY2218
 BY2218  NGVD 29 (??/??/92)  100.885  (m)          330.99   (f) ADJ UNCH    2 0
 BY2218
 BY2218.Superseded values are not recommended for survey control.
 BY2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2218.See file dsdata.txt to determine how the superseded data were derived.
 BY2218
 BY2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ213993(NAD 83)
 BY2218_MARKER: DB = BENCH MARK DISK
 BY2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2218_STAMPING: J 934 1948
 BY2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2218+STABILITY: SURFACE MOTION
 BY2218
 BY2218  HISTORY     - Date     Condition        Report By
 BY2218  HISTORY     - 1948     MONUMENTED       CGS
 BY2218  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY2218
 BY2218                          STATION DESCRIPTION
 BY2218
 BY2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY2218'6.15 MI W FROM OAKWOOD.
 BY2218'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 79 FROM THE WATER TOWER AT
 BY2218'OAKWOOD, THENCE 3.45 MILES WEST ALONG THE LANELY-OAKWOOD DIRT ROAD,
 BY2218'207.0 FEET EAST OF THE EAST END OF A SMALL WOODEN BRIDGE, 33.5 FEET
 BY2218'EAST OF THE EXTENDED CENTER OF A TRAIL LEADING SOUTHWEST, 25.0 FEET
 BY2218'NORTH AND ABOUT 1.0 FOOT BELOW THE CENTER OF THE ROAD, 1.5 FEET WEST
 BY2218'OF A WITNESS POST, 1.4 FEET SOUTH OF A BARB WIRE FENCE AND SET IN THE
 BY2218'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE GROUND.
 BY2218
 BY2218                          STATION RECOVERY (1964)
 BY2218
 BY2218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY2218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1463 ***********************************************************************
 BZ1463  DESIGNATION -  J 935 RESET
 BZ1463  PID         -  BZ1463
 BZ1463  STATE/COUNTY-  TX/FREESTONE
 BZ1463  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ1463
 BZ1463                         *CURRENT SURVEY CONTROL
 BZ1463  ___________________________________________________________________
 BZ1463* NAD 83(1986)-  31 37 39.     (N)    096 20 54.     (W)     SCALED    
 BZ1463* NAVD 88     -       131.53   (+/-2cm)     431.5    (feet)  VERTCON   
 BZ1463  ___________________________________________________________________
 BZ1463  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 BZ1463
 BZ1463  VERT ORDER  -  THIRD (See Below)
 BZ1463
 BZ1463.The horizontal coordinates were scaled from a topographic map and have
 BZ1463.an estimated accuracy of +/- 6 seconds.
 BZ1463
 BZ1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1463.The vertical order pertains to the NGVD 29 superseded value.
 BZ1463
 BZ1463.The geoid height was determined by GEOID03.
 BZ1463
 BZ1463;                    North         East    Units  Estimated Accuracy
 BZ1463;SPC TX C     - 3,224,140.    1,077,970.      MT  (+/- 180 meters Scaled)
 BZ1463
 BZ1463                          SUPERSEDED SURVEY CONTROL
 BZ1463
 BZ1463  NGVD 29 (01/29/03)  131.52   (m)          431.5    (f) RESET       3  
 BZ1463
 BZ1463.Superseded values are not recommended for survey control.
 BZ1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1463.See file dsdata.txt to determine how the superseded data were derived.
 BZ1463
 BZ1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA515022(NAD 83)
 BZ1463_MARKER: DB = BENCH MARK DISK
 BZ1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1463_SP_SET: CONCRETE POST
 BZ1463_STAMPING: J 935 RESET 1958
 BZ1463_MARK LOGO: CGS   
 BZ1463_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1463+STABILITY: SURFACE MOTION
 BZ1463
 BZ1463  HISTORY     - Date     Condition        Report By
 BZ1463  HISTORY     - 1958     MONUMENTED       CGS
 BZ1463
 BZ1463                          STATION DESCRIPTION
 BZ1463
 BZ1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ1463'4.0 MILES WEST FROM TEAGUE, ALONG F.M. HIGHWAY 1365. ABOUT 240 FEET
 BZ1463'EAST OF THE EAST ONE OF THREE SMALL BRIDGES, AND AT THE EAST SIDE OF
 BZ1463'A BOTTOM AREA, IT IS ABOUT 50 YARDS WEST OF A FENCE LEADING SOUTH
 BZ1463'FROM THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 3
 BZ1463'FEET SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0113 ***********************************************************************
 BZ0113  DESIGNATION -  J 936
 BZ0113  PID         -  BZ0113
 BZ0113  STATE/COUNTY-  TX/FREESTONE
 BZ0113  USGS QUAD   -  KIRVIN (1982)
 BZ0113
 BZ0113                         *CURRENT SURVEY CONTROL
 BZ0113  ___________________________________________________________________
 BZ0113* NAD 83(1986)-  31 46 51.     (N)    096 19 55.     (W)     SCALED    
 BZ0113* NAVD 88     -       136.227  (meters)     446.94   (feet)  ADJUSTED  
 BZ0113  ___________________________________________________________________
 BZ0113  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ0113  DYNAMIC HT  -         136.066 (meters)     446.41  (feet)  COMP
 BZ0113  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 BZ0113
 BZ0113  VERT ORDER  -  SECOND    CLASS 0
 BZ0113
 BZ0113.The horizontal coordinates were scaled from a topographic map and have
 BZ0113.an estimated accuracy of +/- 6 seconds.
 BZ0113
 BZ0113.The orthometric height was determined by differential leveling
 BZ0113.and adjusted by the National Geodetic Survey in June 1991..
 BZ0113
 BZ0113.The geoid height was determined by GEOID03.
 BZ0113
 BZ0113.The dynamic height is computed by dividing the NAVD 88
 BZ0113.geopotential number by the normal gravity value computed on the
 BZ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0113.degrees latitude (g = 980.6199 gals.).
 BZ0113
 BZ0113.The modeled gravity was interpolated from observed gravity values.
 BZ0113
 BZ0113;                    North         East    Units  Estimated Accuracy
 BZ0113;SPC TX C     - 3,241,190.    1,078,910.      MT  (+/- 180 meters Scaled)
 BZ0113
 BZ0113                          SUPERSEDED SURVEY CONTROL
 BZ0113
 BZ0113  NGVD 29 (??/??/92)  136.215  (m)          446.90   (f) ADJ UNCH    2 0
 BZ0113
 BZ0113.Superseded values are not recommended for survey control.
 BZ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0113.See file dsdata.txt to determine how the superseded data were derived.
 BZ0113
 BZ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA526192(NAD 83)
 BZ0113_MARKER: DB = BENCH MARK DISK
 BZ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0113_STAMPING: J 936 1948
 BZ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0113+STABILITY: SURFACE MOTION
 BZ0113
 BZ0113  HISTORY     - Date     Condition        Report By
 BZ0113  HISTORY     - 1948     MONUMENTED       CGS
 BZ0113  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0113
 BZ0113                          STATION DESCRIPTION
 BZ0113
 BZ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0113'0.85 MI N FROM KIRVIN.
 BZ0113'0.85 MILE NORTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD STATION AT
 BZ0113'KIRVIN, 106.0 FEET NORTH OF THE CENTER OF AN EAST-WEST DIRT CROSS
 BZ0113'ROAD, 44.9 FEET EAST OF THE EAST RAIL OF THE BURLINGTON-ROCK ISLAND
 BZ0113'RAILROAD, 16.2 FEET WEST AND 1.0 FOOT BELOW THE CENTER OF THE ROAD,
 BZ0113'4.4 FEET WEST OF A TELEGRAPH POLE, 1.5 FEET SOUTH OF A WITNESS POST
 BZ0113'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BZ0113'GROUND.
 BZ0113
 BZ0113                          STATION RECOVERY (2002)
 BZ0113
 BZ0113'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0113'HIGH PRESSURE UNDERGROUND LIQUID PETROLEUM GAS LINE PLACED IN AREA
 BZ0113'DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0684 ***********************************************************************
 BZ0684  DESIGNATION -  J 937
 BZ0684  PID         -  BZ0684
 BZ0684  STATE/COUNTY-  TX/NAVARRO
 BZ0684  USGS QUAD   -  DAWSON (1978)
 BZ0684
 BZ0684                         *CURRENT SURVEY CONTROL
 BZ0684  ___________________________________________________________________
 BZ0684* NAD 83(1986)-  31 54 14.     (N)    096 41 01.     (W)     SCALED    
 BZ0684* NAVD 88     -       125.114  (meters)     410.48   (feet)  ADJUSTED  
 BZ0684  ___________________________________________________________________
 BZ0684  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BZ0684  DYNAMIC HT  -         124.966 (meters)     409.99  (feet)  COMP
 BZ0684  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 BZ0684
 BZ0684  VERT ORDER  -  SECOND    CLASS 0
 BZ0684
 BZ0684.The horizontal coordinates were scaled from a topographic map and have
 BZ0684.an estimated accuracy of +/- 6 seconds.
 BZ0684
 BZ0684.The orthometric height was determined by differential leveling
 BZ0684.and adjusted by the National Geodetic Survey in June 1991..
 BZ0684
 BZ0684.The geoid height was determined by GEOID03.
 BZ0684
 BZ0684.The dynamic height is computed by dividing the NAVD 88
 BZ0684.geopotential number by the normal gravity value computed on the
 BZ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0684.degrees latitude (g = 980.6199 gals.).
 BZ0684
 BZ0684.The modeled gravity was interpolated from observed gravity values.
 BZ0684
 BZ0684;                    North         East    Units  Estimated Accuracy
 BZ0684;SPC TXNC     - 2,027,790.      771,820.      MT  (+/- 180 meters Scaled)
 BZ0684
 BZ0684                          SUPERSEDED SURVEY CONTROL
 BZ0684
 BZ0684  NGVD 29 (??/??/92)  125.092  (m)          410.41   (f) ADJ UNCH    2 0
 BZ0684
 BZ0684.Superseded values are not recommended for survey control.
 BZ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0684.See file dsdata.txt to determine how the superseded data were derived.
 BZ0684
 BZ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA190321(NAD 83)
 BZ0684_MARKER: DB = BENCH MARK DISK
 BZ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0684_STAMPING: J 937 1948
 BZ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0684+STABILITY: SURFACE MOTION
 BZ0684
 BZ0684  HISTORY     - Date     Condition        Report By
 BZ0684  HISTORY     - 1948     MONUMENTED       CGS
 BZ0684
 BZ0684                          STATION DESCRIPTION
 BZ0684
 BZ0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0684'1.9 MI E FROM DAWSON.
 BZ0684'1.9 MILES EAST ALONG FARM ROAD 709 FROM THE RAILWAY STATION AT DAWSON,
 BZ0684'0.15 MILE SOUTHWEST OF A ROAD JUNCTION WITH A DIRT ROAD LEADING
 BZ0684'NORTHWEST, 64.7 FEET EAST OF THE EAST CORNER OF AN 85-FOOT BRIDGE (THE
 BZ0684'FIRST BRIDGE SOUTHWEST OF THE MOST NORTHEASTERLY ONE OF A SERIES OF
 BZ0684'SEVERAL BRIDGES), 43.0 FEET SOUTHEAST OF AND 3.0 FEET LOWER THAN THE
 BZ0684'CENTER LINE OF THE ROAD, 2.9 FEET SOUTHWEST OF A 36-INCH PECAN TREE,
 BZ0684'1.6 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BZ0684'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0045 ***********************************************************************
 BZ0045  DESIGNATION -  J 938
 BZ0045  PID         -  BZ0045
 BZ0045  STATE/COUNTY-  TX/NAVARRO
 BZ0045  USGS QUAD   -  RICHLAND (1978)
 BZ0045
 BZ0045                         *CURRENT SURVEY CONTROL
 BZ0045  ___________________________________________________________________
 BZ0045* NAD 83(1986)-  31 53 51.     (N)    096 26 06.     (W)     SCALED    
 BZ0045* NAVD 88     -       111.673  (meters)     366.38   (feet)  ADJUSTED  
 BZ0045  ___________________________________________________________________
 BZ0045  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 BZ0045  DYNAMIC HT  -         111.542 (meters)     365.95  (feet)  COMP
 BZ0045  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 BZ0045
 BZ0045  VERT ORDER  -  SECOND    CLASS 0
 BZ0045
 BZ0045.The horizontal coordinates were scaled from a topographic map and have
 BZ0045.an estimated accuracy of +/- 6 seconds.
 BZ0045
 BZ0045.The orthometric height was determined by differential leveling
 BZ0045.and adjusted by the National Geodetic Survey in June 1991..
 BZ0045
 BZ0045.The geoid height was determined by GEOID03.
 BZ0045
 BZ0045.The dynamic height is computed by dividing the NAVD 88
 BZ0045.geopotential number by the normal gravity value computed on the
 BZ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0045.degrees latitude (g = 980.6199 gals.).
 BZ0045
 BZ0045.The modeled gravity was interpolated from observed gravity values.
 BZ0045
 BZ0045;                    North         East    Units  Estimated Accuracy
 BZ0045;SPC TXNC     - 2,027,520.      795,350.      MT  (+/- 180 meters Scaled)
 BZ0045
 BZ0045                          SUPERSEDED SURVEY CONTROL
 BZ0045
 BZ0045  NGVD 29 (??/??/92)  111.660  (m)          366.34   (f) ADJ UNCH    2 0
 BZ0045
 BZ0045.Superseded values are not recommended for survey control.
 BZ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0045.See file dsdata.txt to determine how the superseded data were derived.
 BZ0045
 BZ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA425319(NAD 83)
 BZ0045_MARKER: DB = BENCH MARK DISK
 BZ0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0045_SP_SET: ABUTMENT
 BZ0045_STAMPING: J 938 1948
 BZ0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0045
 BZ0045  HISTORY     - Date     Condition        Report By
 BZ0045  HISTORY     - 1948     MONUMENTED       CGS
 BZ0045
 BZ0045                          STATION DESCRIPTION
 BZ0045
 BZ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0045'2.25 MI SE FROM RICHLAND.
 BZ0045'0.2 MILE EAST ALONG MAIN STREET FROM THE FIRST NATIONAL BANK AT
 BZ0045'RICHLAND, THENCE 2.05 MILES SOUTH ALONG STATE HIGHWAY NO.14, IN THE
 BZ0045'CENTER OF THE SOUTHEAST ABUTMENT OF THE TEXAS AND NEW ORLEANS RAILROAD
 BZ0045'OVERPASS, 15.0 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 3.5 FEET
 BZ0045'ABOVE ROAD LEVEL AND SET VERTICALLY IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0334 ***********************************************************************
 CR0334  DESIGNATION -  J 939
 CR0334  PID         -  CR0334
 CR0334  STATE/COUNTY-  TX/SMITH
 CR0334  USGS QUAD   -  LINDALE (1981)
 CR0334
 CR0334                         *CURRENT SURVEY CONTROL
 CR0334  ___________________________________________________________________
 CR0334* NAD 83(1986)-  32 31 04.     (N)    095 29 22.     (W)     SCALED    
 CR0334* NAVD 88     -       174.988  (meters)     574.11   (feet)  ADJUSTED  
 CR0334  ___________________________________________________________________
 CR0334  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CR0334  DYNAMIC HT  -         174.787 (meters)     573.45  (feet)  COMP
 CR0334  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 CR0334
 CR0334  VERT ORDER  -  SECOND    CLASS 0
 CR0334
 CR0334.The horizontal coordinates were scaled from a topographic map and have
 CR0334.an estimated accuracy of +/- 6 seconds.
 CR0334
 CR0334.The orthometric height was determined by differential leveling
 CR0334.and adjusted by the National Geodetic Survey in June 1991..
 CR0334
 CR0334.The geoid height was determined by GEOID03.
 CR0334
 CR0334.The dynamic height is computed by dividing the NAVD 88
 CR0334.geopotential number by the normal gravity value computed on the
 CR0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0334.degrees latitude (g = 980.6199 gals.).
 CR0334
 CR0334.The modeled gravity was interpolated from observed gravity values.
 CR0334
 CR0334;                    North         East    Units  Estimated Accuracy
 CR0334;SPC TXNC     - 2,098,430.      882,800.      MT  (+/- 180 meters Scaled)
 CR0334
 CR0334                          SUPERSEDED SURVEY CONTROL
 CR0334
 CR0334  NGVD 29 (??/??/92)  175.014  (m)          574.19   (f) ADJ UNCH    2 0
 CR0334
 CR0334.Superseded values are not recommended for survey control.
 CR0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0334.See file dsdata.txt to determine how the superseded data were derived.
 CR0334
 CR0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS661005(NAD 83)
 CR0334_MARKER: DB = BENCH MARK DISK
 CR0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0334_STAMPING: J 939 1948
 CR0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0334+STABILITY: SURFACE MOTION
 CR0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0334+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0334
 CR0334  HISTORY     - Date     Condition        Report By
 CR0334  HISTORY     - 1948     MONUMENTED       CGS
 CR0334  HISTORY     - 20050712 GOOD             USPSQD
 CR0334
 CR0334                          STATION DESCRIPTION
 CR0334
 CR0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0334'4.0 MI E FROM GARDEN VALLEY.
 CR0334'4.0 MILES EAST ALONG THE GARDEN VALLEY-LINDALE HIGHWAY FROM THE POST
 CR0334'OFFICE AT GARDEN VALLEY, 1.0 MILE WEST OF BENCH MARK K 939, 0.1 MILE
 CR0334'WEST OF THE CREST OF A HILL, 58.9 FEET NORTH OF A POWER POLE, 49.0
 CR0334'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30.7 FEET EAST OF AN
 CR0334'18-INCH OAK TREE, 1.3 FEET SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF
 CR0334'A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 CR0334'THE GROUND.
 CR0334
 CR0334                          STATION RECOVERY (2005)
 CR0334
 CR0334'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0334'ORANGE TAPE ON FENCE. BIG OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0481 ***********************************************************************
 AJ0481  DESIGNATION -  J 94
 AJ0481  PID         -  AJ0481
 AJ0481  STATE/COUNTY-  TX/JIM HOGG
 AJ0481  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0481
 AJ0481                         *CURRENT SURVEY CONTROL
 AJ0481  ___________________________________________________________________
 AJ0481* NAD 83(1986)-  27 18 19.     (N)    098 40 23.     (W)     SCALED    
 AJ0481* NAVD 88     -       166.371  (meters)     545.84   (feet)  ADJUSTED  
 AJ0481  ___________________________________________________________________
 AJ0481  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AJ0481  DYNAMIC HT  -         166.103 (meters)     544.96  (feet)  COMP
 AJ0481  MODELED GRAV-     979,036.8   (mgal)                       NAVD 88
 AJ0481
 AJ0481  VERT ORDER  -  FIRST     CLASS II
 AJ0481
 AJ0481.The horizontal coordinates were scaled from a topographic map and have
 AJ0481.an estimated accuracy of +/- 6 seconds.
 AJ0481
 AJ0481.The orthometric height was determined by differential leveling
 AJ0481.and adjusted by the National Geodetic Survey in June 1991..
 AJ0481
 AJ0481.The geoid height was determined by GEOID03.
 AJ0481
 AJ0481.The dynamic height is computed by dividing the NAVD 88
 AJ0481.geopotential number by the normal gravity value computed on the
 AJ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0481.degrees latitude (g = 980.6199 gals.).
 AJ0481
 AJ0481.The modeled gravity was interpolated from observed gravity values.
 AJ0481
 AJ0481;                    North         East    Units  Estimated Accuracy
 AJ0481;SPC TX S     - 5,181,560.      282,870.      MT  (+/- 180 meters Scaled)
 AJ0481
 AJ0481                          SUPERSEDED SURVEY CONTROL
 AJ0481
 AJ0481  NGVD 29 (??/??/92)  166.404  (m)          545.94   (f) ADJ UNCH    1 2
 AJ0481
 AJ0481.Superseded values are not recommended for survey control.
 AJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0481.See file dsdata.txt to determine how the superseded data were derived.
 AJ0481
 AJ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR323202(NAD 83)
 AJ0481_MARKER: DB = BENCH MARK DISK
 AJ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0481_STAMPING: J 94 1933 545.944
 AJ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0481+STABILITY: SURFACE MOTION
 AJ0481
 AJ0481  HISTORY     - Date     Condition        Report By
 AJ0481  HISTORY     - 1933     MONUMENTED       CGS
 AJ0481  HISTORY     - 1943     GOOD             NGS
 AJ0481
 AJ0481                          STATION DESCRIPTION
 AJ0481
 AJ0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AJ0481'IN HEBBRONVILLE.
 AJ0481'BENCH MARK IS ALONG THE TEXAS MEXICAN RAILROAD IN HEBBRONVILLE. ABOUT
 AJ0481'85 FEET EAST OF THE RAILROAD WATER TANK.  ABOUT 75 FEET SOUTHWEST OF
 AJ0481'THE SOUTHWEST CORNER OF THE STATION.  37 FEET SOUTH OF AND ABOUT 1.0
 AJ0481'FOOT ABOVE THE CENTERLINE OF THE MAIN TRACK.  AND 3.0 FEET WEST OF A 4
 AJ0481'BY 4 INCH WOODEN MARKER POST.  A DISK SET IN CONCRETE POST PROJECTING
 AJ0481'0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0687 ***********************************************************************
 BZ0687  DESIGNATION -  J 940
 BZ0687  PID         -  BZ0687
 BZ0687  STATE/COUNTY-  TX/LIMESTONE
 BZ0687  USGS QUAD   -  COOLIDGE (1978)
 BZ0687
 BZ0687                         *CURRENT SURVEY CONTROL
 BZ0687  ___________________________________________________________________
 BZ0687* NAD 83(1986)-  31 46 20.     (N)    096 38 14.     (W)     SCALED    
 BZ0687* NAVD 88     -       150.581  (meters)     494.03   (feet)  ADJUSTED  
 BZ0687  ___________________________________________________________________
 BZ0687  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 BZ0687  DYNAMIC HT  -         150.402 (meters)     493.44  (feet)  COMP
 BZ0687  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 BZ0687
 BZ0687  VERT ORDER  -  SECOND    CLASS 0
 BZ0687
 BZ0687.The horizontal coordinates were scaled from a topographic map and have
 BZ0687.an estimated accuracy of +/- 6 seconds.
 BZ0687
 BZ0687.The orthometric height was determined by differential leveling
 BZ0687.and adjusted by the National Geodetic Survey in June 1991..
 BZ0687
 BZ0687.The geoid height was determined by GEOID03.
 BZ0687
 BZ0687.The dynamic height is computed by dividing the NAVD 88
 BZ0687.geopotential number by the normal gravity value computed on the
 BZ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0687.degrees latitude (g = 980.6199 gals.).
 BZ0687
 BZ0687.The modeled gravity was interpolated from observed gravity values.
 BZ0687
 BZ0687;                    North         East    Units  Estimated Accuracy
 BZ0687;SPC TX C     - 3,239,240.    1,050,040.      MT  (+/- 180 meters Scaled)
 BZ0687
 BZ0687                          SUPERSEDED SURVEY CONTROL
 BZ0687
 BZ0687  NGVD 29 (??/??/92)  150.562  (m)          493.97   (f) ADJ UNCH    2 0
 BZ0687
 BZ0687.Superseded values are not recommended for survey control.
 BZ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0687.See file dsdata.txt to determine how the superseded data were derived.
 BZ0687
 BZ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA237176(NAD 83)
 BZ0687_MARKER: DB = BENCH MARK DISK
 BZ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0687_STAMPING: J 940 1948
 BZ0687_PROJECTION: FLUSH
 BZ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0687+STABILITY: SURFACE MOTION
 BZ0687
 BZ0687  HISTORY     - Date     Condition        Report By
 BZ0687  HISTORY     - 1948     MONUMENTED       CGS
 BZ0687  HISTORY     - 1980     GOOD             NGS
 BZ0687
 BZ0687                          STATION DESCRIPTION
 BZ0687
 BZ0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0687'1.9 MI N FROM COOLIDGE.
 BZ0687'0.4 MILE NORTHWEST ALONG STATE HIGHWAY NO. 171 FROM THE ABANDONED
 BZ0687'BURLINGTON-ROCK ISLAND STATION AT COOLIDGE, THENCE 0.6 MILE NORTHEAST
 BZ0687'ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE NORTHWEST ALONG A GRADED
 BZ0687'DIRT ROAD, THENCE 0.7 MILE NORTHEAST ALONG A GRADED DIRT ROAD, ON THE
 BZ0687'OUTSIDE OF A CURVE WITH TANGENTS LEADING NORTHWEST AND SOUTHWEST, 95.0
 BZ0687'FEET SOUTH OF THE SOUTH CORNER OF A SMALL CORRAL, 65.0 FEET NORTHWEST
 BZ0687'OF THE NORTHWEST GATE POST, 53.0 FEET EAST OF THE CENTER LINE OF THE
 BZ0687'ROAD, 0.8 FOOT WEST OF A FENCE, 9.1 FEET NORTH OF A TELEPHONE POLE,
 BZ0687'1.8 FEET SOUTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 BZ0687'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BZ0687
 BZ0687                          STATION RECOVERY (1980)
 BZ0687
 BZ0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0687'NOTE-NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1952 ***********************************************************************
 CS1952  DESIGNATION -  J 942
 CS1952  PID         -  CS1952
 CS1952  STATE/COUNTY-  TX/TARRANT
 CS1952  USGS QUAD   -  HURST (1981)
 CS1952
 CS1952                         *CURRENT SURVEY CONTROL
 CS1952  ___________________________________________________________________
 CS1952* NAD 83(1986)-  32 50 02.     (N)    097 12 49.     (W)     SCALED    
 CS1952* NAVD 88     -       177.975  (meters)     583.91   (feet)  ADJUSTED  
 CS1952  ___________________________________________________________________
 CS1952  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CS1952  DYNAMIC HT  -         177.768 (meters)     583.23  (feet)  COMP
 CS1952  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 CS1952
 CS1952  VERT ORDER  -  SECOND    CLASS 0
 CS1952
 CS1952.The horizontal coordinates were scaled from a topographic map and have
 CS1952.an estimated accuracy of +/- 6 seconds.
 CS1952
 CS1952.The orthometric height was determined by differential leveling
 CS1952.and adjusted by the National Geodetic Survey in June 1991..
 CS1952
 CS1952.The geoid height was determined by GEOID03.
 CS1952
 CS1952.The dynamic height is computed by dividing the NAVD 88
 CS1952.geopotential number by the normal gravity value computed on the
 CS1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1952.degrees latitude (g = 980.6199 gals.).
 CS1952
 CS1952.The modeled gravity was interpolated from observed gravity values.
 CS1952
 CS1952;                    North         East    Units  Estimated Accuracy
 CS1952;SPC TXNC     - 2,130,170.      720,420.      MT  (+/- 180 meters Scaled)
 CS1952
 CS1952                          SUPERSEDED SURVEY CONTROL
 CS1952
 CS1952  NGVD 29 (??/??/92)  177.966  (m)          583.88   (f) ADJ UNCH    2 0
 CS1952
 CS1952.Superseded values are not recommended for survey control.
 CS1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1952.See file dsdata.txt to determine how the superseded data were derived.
 CS1952
 CS1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB672342(NAD 83)
 CS1952_MARKER: DB = BENCH MARK DISK
 CS1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1952_STAMPING: J 942 1946
 CS1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1952+STABILITY: SURFACE MOTION
 CS1952
 CS1952  HISTORY     - Date     Condition        Report By
 CS1952  HISTORY     - 1946     MONUMENTED       CGS
 CS1952  HISTORY     - 1957     MARK NOT FOUND   NGS
 CS1952
 CS1952                          STATION DESCRIPTION
 CS1952
 CS1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1952'2.3 MI S FROM SMITHFIELD.
 CS1952'AT THE JUNCTION OF STATE HIGHWAY NO. 121 AND THE NEW HIGHWAY LEADING
 CS1952'NORTH 2.3 MILES TO SMITHFIELD, IN THE NORTH POINT OF THE INTERSECTION
 CS1952'1 FOOT SOUTH OF THE CORNER POST AND 1 FOOT EAST OF THE POWER POLE, IN
 CS1952'RANGE WITH THE NORTHWEST RIGHT-OF-WAY FENCE OF HIGHWAY NO. 121 AND THE
 CS1952'EAST RIGHT-OF-WAY FENCE TO THE NORTH.  IT IS ACROSS THE HIGHWAY TO THE
 CS1952'NORTH FROM A STORE AND STATION.  A STANDARD DISK STAMPED J 942 1946 IN
 CS1952'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND COVERED WITH
 CS1952'VEGETATION.  NOTE-- THIS INTERSECTION IS 3.8 MILES NORTHEAST OF HALTOM
 CS1952'CITY.  NOTE-- THE ROAD TO SMITHFIELD HAS BEEN WIDENED AND IT MAY HAVE
 CS1952'BEEN DESTROYED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1971 ***********************************************************************
 CS1971  DESIGNATION -  J 943
 CS1971  PID         -  CS1971
 CS1971  STATE/COUNTY-  TX/TARRANT
 CS1971  USGS QUAD   -  KENNEDALE (1981)
 CS1971
 CS1971                         *CURRENT SURVEY CONTROL
 CS1971  ___________________________________________________________________
 CS1971* NAD 83(1986)-  32 44 43.     (N)    097 12 56.     (W)     SCALED    
 CS1971* NAVD 88     -       187.593  (meters)     615.46   (feet)  ADJUSTED  
 CS1971  ___________________________________________________________________
 CS1971  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CS1971  DYNAMIC HT  -         187.375 (meters)     614.75  (feet)  COMP
 CS1971  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 CS1971
 CS1971  VERT ORDER  -  SECOND    CLASS 0
 CS1971
 CS1971.The horizontal coordinates were scaled from a topographic map and have
 CS1971.an estimated accuracy of +/- 6 seconds.
 CS1971
 CS1971.The orthometric height was determined by differential leveling
 CS1971.and adjusted by the National Geodetic Survey in June 1991..
 CS1971
 CS1971.The geoid height was determined by GEOID03.
 CS1971
 CS1971.The dynamic height is computed by dividing the NAVD 88
 CS1971.geopotential number by the normal gravity value computed on the
 CS1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1971.degrees latitude (g = 980.6199 gals.).
 CS1971
 CS1971.The modeled gravity was interpolated from observed gravity values.
 CS1971
 CS1971;                    North         East    Units  Estimated Accuracy
 CS1971;SPC TXNC     - 2,120,340.      720,360.      MT  (+/- 180 meters Scaled)
 CS1971
 CS1971                          SUPERSEDED SURVEY CONTROL
 CS1971
 CS1971  NGVD 29 (??/??/92)  187.589  (m)          615.45   (f) ADJ UNCH    2 0
 CS1971
 CS1971.Superseded values are not recommended for survey control.
 CS1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1971.See file dsdata.txt to determine how the superseded data were derived.
 CS1971
 CS1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB671244(NAD 83)
 CS1971_MARKER: DB = BENCH MARK DISK
 CS1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1971_STAMPING: J 943 1946 615.448
 CS1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1971+STABILITY: SURFACE MOTION
 CS1971
 CS1971  HISTORY     - Date     Condition        Report By
 CS1971  HISTORY     - 1946     MONUMENTED       CGS
 CS1971  HISTORY     - 1956     GOOD             NGS
 CS1971  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1971
 CS1971                          STATION DESCRIPTION
 CS1971
 CS1971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1971'0.9 MI N FROM HANDLEY.
 CS1971'0.9 MILE NORTH ALONG HANDLEY DRIVE FROM THE TRAFFIC LIGHT AT HIGHWAY
 CS1971'NO.80 IN HANDLEY, TO THE MARK ON THE RIGHT.  IT IS ABOUT 33 FEET EAST
 CS1971'OF THE CENTERLINE OF HANDLEY DRIVE, 2 FEET WEST FROM THE END OF THE
 CS1971'ENTRANCE WALK TO RESIDENCE NO.2313 HANDLEY DRIVE AND ABOUT 80 YARDS
 CS1971'SOUTH OF THE INTERSECTION WITH MEADOWBROOK DRIVE, AND ABOUT 25 FEET
 CS1971'NORTH OF A GAS METER AND THE SOUTHWEST CORNER OF THE LAWN.  A STANDARD
 CS1971'DISK STAMPED J 943 1946 615.448 IN A CONCRETE POST WHICH PROJECTS
 CS1971'ABOUT 2 INCHES.
 CS1971
 CS1971                          STATION RECOVERY (1989)
 CS1971
 CS1971'RECOVERY NOTE BY US POWER SQUADRON 1989 (TFS)
 CS1971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0626 ***********************************************************************
 DN0626  DESIGNATION -  J 945
 DN0626  PID         -  DN0626
 DN0626  STATE/COUNTY-  TX/DENTON
 DN0626  USGS QUAD   -  JUSTIN (1978)
 DN0626
 DN0626                         *CURRENT SURVEY CONTROL
 DN0626  ___________________________________________________________________
 DN0626* NAD 83(1986)-  33 06 32.     (N)    097 17 28.     (W)     SCALED    
 DN0626* NAVD 88     -       196.651  (meters)     645.18   (feet)  ADJUSTED  
 DN0626  ___________________________________________________________________
 DN0626  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DN0626  DYNAMIC HT  -         196.424 (meters)     644.43  (feet)  COMP
 DN0626  MODELED GRAV-     979,476.6   (mgal)                       NAVD 88
 DN0626
 DN0626  VERT ORDER  -  SECOND    CLASS 0
 DN0626
 DN0626.The horizontal coordinates were scaled from a topographic map and have
 DN0626.an estimated accuracy of +/- 6 seconds.
 DN0626
 DN0626.The orthometric height was determined by differential leveling
 DN0626.and adjusted by the National Geodetic Survey in June 1991..
 DN0626
 DN0626.The geoid height was determined by GEOID03.
 DN0626
 DN0626.The dynamic height is computed by dividing the NAVD 88
 DN0626.geopotential number by the normal gravity value computed on the
 DN0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0626.degrees latitude (g = 980.6199 gals.).
 DN0626
 DN0626.The modeled gravity was interpolated from observed gravity values.
 DN0626
 DN0626;                    North         East    Units  Estimated Accuracy
 DN0626;SPC TXNC     - 2,160,580.      712,820.      MT  (+/- 180 meters Scaled)
 DN0626
 DN0626                          SUPERSEDED SURVEY CONTROL
 DN0626
 DN0626  NGVD 29 (??/??/92)  196.619  (m)          645.07   (f) ADJ UNCH    2 0
 DN0626
 DN0626.Superseded values are not recommended for survey control.
 DN0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0626.See file dsdata.txt to determine how the superseded data were derived.
 DN0626
 DN0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB594646(NAD 83)
 DN0626_MARKER: DB = BENCH MARK DISK
 DN0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0626_STAMPING: J 945 1946
 DN0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0626+STABILITY: SURFACE MOTION
 DN0626
 DN0626  HISTORY     - Date     Condition        Report By
 DN0626  HISTORY     - 1946     MONUMENTED       CGS
 DN0626  HISTORY     - 1960     MARK NOT FOUND   NGS
 DN0626  HISTORY     - 19920907 POOR             USPSQD
 DN0626  HISTORY     - 19950629 POOR             USPSQD
 DN0626  HISTORY     - 19980214 POOR             USPSQD
 DN0626
 DN0626                          STATION DESCRIPTION
 DN0626
 DN0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0626'1.5 MI N FROM JUSTIN.
 DN0626'TO REACH MARK FROM JUSTIN GO NORTH 1.5 MILES ALONG THE GULF, COLORADO
 DN0626'AND SANTA FE RAILROAD TO SITE OF MARK, MARK IS ABOUT 47.5 FEET NORTH
 DN0626'OF THE SIXTH POLE NORTH OF MILEPOST NO. 372, 50.0 FEET WEST OF AND 5.0
 DN0626'FEET LOWER THAN THE CENTER LINE OF THE RAILROAD, 55.0 FEET EAST OF THE
 DN0626'CENTER LINE OF A ROAD, 1.0 FOOT NORTH OF A 4 X 4 MARKER POST. A BRONZE
 DN0626'DISC STAMPED J 945 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 DN0626'PROJECTS 4 INCHES ABOVE THE GROUND.
 DN0626
 DN0626                          STATION RECOVERY (1960)
 DN0626
 DN0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DN0626'MARK NOT FOUND.
 DN0626
 DN0626                          STATION RECOVERY (1992)
 DN0626
 DN0626'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0626'MARK RECOVERED IN POOR CONDITION.
 DN0626
 DN0626                          STATION RECOVERY (1995)
 DN0626
 DN0626'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0626'MARK RECOVERED IN POOR CONDITION.
 DN0626
 DN0626                          STATION RECOVERY (1998)
 DN0626
 DN0626'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0626'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1863 ***********************************************************************
 CS1863  DESIGNATION -  J 946
 CS1863  PID         -  CS1863
 CS1863  STATE/COUNTY-  TX/TARRANT
 CS1863  USGS QUAD   -  KELLER (1981)
 CS1863
 CS1863                         *CURRENT SURVEY CONTROL
 CS1863  ___________________________________________________________________
 CS1863* NAD 83(1986)-  32 56 45.     (N)    097 21 33.     (W)     SCALED    
 CS1863* NAVD 88     -       231.417  (meters)     759.24   (feet)  ADJUSTED  
 CS1863  ___________________________________________________________________
 CS1863  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CS1863  DYNAMIC HT  -         231.144 (meters)     758.34  (feet)  COMP
 CS1863  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 CS1863
 CS1863  VERT ORDER  -  SECOND    CLASS 0
 CS1863
 CS1863.The horizontal coordinates were scaled from a topographic map and have
 CS1863.an estimated accuracy of +/- 6 seconds.
 CS1863
 CS1863.The orthometric height was determined by differential leveling
 CS1863.and adjusted by the National Geodetic Survey in June 1991..
 CS1863
 CS1863.The geoid height was determined by GEOID03.
 CS1863
 CS1863.The dynamic height is computed by dividing the NAVD 88
 CS1863.geopotential number by the normal gravity value computed on the
 CS1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1863.degrees latitude (g = 980.6199 gals.).
 CS1863
 CS1863.The modeled gravity was interpolated from observed gravity values.
 CS1863
 CS1863;                    North         East    Units  Estimated Accuracy
 CS1863;SPC TXNC     - 2,142,430.      706,660.      MT  (+/- 180 meters Scaled)
 CS1863
 CS1863                          SUPERSEDED SURVEY CONTROL
 CS1863
 CS1863  NGVD 29 (??/??/92)  231.403  (m)          759.19   (f) ADJ UNCH    2 0
 CS1863
 CS1863.Superseded values are not recommended for survey control.
 CS1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1863.See file dsdata.txt to determine how the superseded data were derived.
 CS1863
 CS1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB533464(NAD 83)
 CS1863_MARKER: DB = BENCH MARK DISK
 CS1863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1863_SP_SET: CULVERT
 CS1863_STAMPING: J 946 1946
 CS1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1863
 CS1863  HISTORY     - Date     Condition        Report By
 CS1863  HISTORY     - 1946     MONUMENTED       CGS
 CS1863  HISTORY     - 1962     GOOD             NGS
 CS1863  HISTORY     - 1991     GOOD             USPSQD
 CS1863  HISTORY     - 20020808 GOOD             GEOCAC
 CS1863
 CS1863                          STATION DESCRIPTION
 CS1863
 CS1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1863'2.1 MI S FROM HASLET.
 CS1863'2.1 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CS1863'STATION AT HASLET, TARRANT COUNTY, TWO POLES SOUTH OF MILEPOST 360, AT
 CS1863'A ROAD CROSSING, AT CULVERT 359 A, IN THE TOP OF THE SOUTH END OF THE
 CS1863'WEST HEADWALL, 10 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 CS1863'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 946 1946.
 CS1863'NOTE-- TO REACH FROM THE VILLAGE OF HASLET, GO SOUTH ON FARM ROAD 156
 CS1863'FOR 2.0 MILES TO A CROSSROAD, THENCE WEST ALONG A BLACK TOP ROAD FOR
 CS1863'0.6 MILE TO THE RAILROAD CROSSING AND SITE OF BENCH MARK, 65 FEET
 CS1863'SOUTH OF THE CENTER LINE OF ROAD.
 CS1863
 CS1863                          STATION RECOVERY (1991)
 CS1863
 CS1863'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLD)
 CS1863'RECOVERED IN GOOD CONDITION.
 CS1863
 CS1863                          STATION RECOVERY (2002)
 CS1863
 CS1863'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS1863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0326 ***********************************************************************
 DN0326  DESIGNATION -  J 948
 DN0326  PID         -  DN0326
 DN0326  STATE/COUNTY-  TX/DENTON
 DN0326  USGS QUAD   -  LITTLE ELM (1968)
 DN0326
 DN0326                         *CURRENT SURVEY CONTROL
 DN0326  ___________________________________________________________________
 DN0326* NAD 83(1986)-  33 11 11.     (N)    096 58 16.     (W)     SCALED    
 DN0326* NAVD 88     -       184.733  (meters)     606.08   (feet)  ADJUSTED  
 DN0326  ___________________________________________________________________
 DN0326  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DN0326  DYNAMIC HT  -         184.528 (meters)     605.41  (feet)  COMP
 DN0326  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 DN0326
 DN0326  VERT ORDER  -  SECOND    CLASS 0
 DN0326
 DN0326.The horizontal coordinates were scaled from a topographic map and have
 DN0326.an estimated accuracy of +/- 6 seconds.
 DN0326
 DN0326.The orthometric height was determined by differential leveling
 DN0326.and adjusted by the National Geodetic Survey in June 1991..
 DN0326
 DN0326.The geoid height was determined by GEOID03.
 DN0326
 DN0326.The dynamic height is computed by dividing the NAVD 88
 DN0326.geopotential number by the normal gravity value computed on the
 DN0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0326.degrees latitude (g = 980.6199 gals.).
 DN0326
 DN0326.The modeled gravity was interpolated from observed gravity values.
 DN0326
 DN0326;                    North         East    Units  Estimated Accuracy
 DN0326;SPC TXNC     - 2,169,560.      742,560.      MT  (+/- 180 meters Scaled)
 DN0326
 DN0326                          SUPERSEDED SURVEY CONTROL
 DN0326
 DN0326  NGVD 29 (??/??/92)  184.734  (m)          606.08   (f) ADJ UNCH    2 0
 DN0326
 DN0326.Superseded values are not recommended for survey control.
 DN0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0326.See file dsdata.txt to determine how the superseded data were derived.
 DN0326
 DN0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB891737(NAD 83)
 DN0326_MARKER: DB = BENCH MARK DISK
 DN0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0326_STAMPING: J 948 1946
 DN0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0326+STABILITY: SURFACE MOTION
 DN0326
 DN0326  HISTORY     - Date     Condition        Report By
 DN0326  HISTORY     - 1946     MONUMENTED       CGS
 DN0326  HISTORY     - 19950707 MARK NOT FOUND   USPSQD
 DN0326  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0326  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0326
 DN0326                          STATION DESCRIPTION
 DN0326
 DN0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0326'3.0 MI NW FROM LITTLE ELM.
 DN0326'TO REACH FROM THE LITTLE ELM RURAL HIGH SCHOOL AT LITTLE ELM GO WEST
 DN0326'1.0 MILE ALONG STATE HIGHWAY NO. 24, THENCE NORTHERLY 2.0 MILES ALONG
 DN0326'A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS AT THE SOUTHWEST CORNER
 DN0326'OF A BARNYARD ABOUT 100 YARDS SOUTHWEST OF A SMALL FRAME FARMHOUSE,
 DN0326'30.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 DN0326'16.6 FEET EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE AND 1.0
 DN0326'FOOT WEST OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED J 948 1946
 DN0326'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 DN0326'GROUND.
 DN0326
 DN0326                          STATION RECOVERY (1995)
 DN0326
 DN0326'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0326'MARK NOT FOUND.
 DN0326
 DN0326                          STATION RECOVERY (1998)
 DN0326
 DN0326'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0326'MARK NOT FOUND.
 DN0326
 DN0326                          STATION RECOVERY (2005)
 DN0326
 DN0326'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0675 ***********************************************************************
 DN0675  DESIGNATION -  J 949
 DN0675  PID         -  DN0675
 DN0675  STATE/COUNTY-  TX/DENTON
 DN0675  USGS QUAD   -  DENTON WEST (1960)
 DN0675
 DN0675                         *CURRENT SURVEY CONTROL
 DN0675  ___________________________________________________________________
 DN0675* NAD 83(1986)-  33 12 54.     (N)    097 07 58.     (W)     SCALED    
 DN0675* NAVD 88     -       201.659  (meters)     661.61   (feet)  ADJUSTED  
 DN0675  ___________________________________________________________________
 DN0675  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DN0675  DYNAMIC HT  -         201.432 (meters)     660.86  (feet)  COMP
 DN0675  MODELED GRAV-     979,508.4   (mgal)                       NAVD 88
 DN0675
 DN0675  VERT ORDER  -  SECOND    CLASS 0
 DN0675
 DN0675.The horizontal coordinates were scaled from a topographic map and have
 DN0675.an estimated accuracy of +/- 6 seconds.
 DN0675
 DN0675.The orthometric height was determined by differential leveling
 DN0675.and adjusted by the National Geodetic Survey in June 1991..
 DN0675
 DN0675.The geoid height was determined by GEOID03.
 DN0675
 DN0675.The dynamic height is computed by dividing the NAVD 88
 DN0675.geopotential number by the normal gravity value computed on the
 DN0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0675.degrees latitude (g = 980.6199 gals.).
 DN0675
 DN0675.The modeled gravity was interpolated from observed gravity values.
 DN0675
 DN0675;                    North         East    Units  Estimated Accuracy
 DN0675;SPC TXNC     - 2,172,520.      727,440.      MT  (+/- 180 meters Scaled)
 DN0675
 DN0675                          SUPERSEDED SURVEY CONTROL
 DN0675
 DN0675  NGVD 29 (??/??/92)  201.639  (m)          661.54   (f) ADJ UNCH    2 0
 DN0675
 DN0675.Superseded values are not recommended for survey control.
 DN0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0675.See file dsdata.txt to determine how the superseded data were derived.
 DN0675
 DN0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB740766(NAD 83)
 DN0675_MARKER: DB = BENCH MARK DISK
 DN0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0675_STAMPING: J 949 1946
 DN0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0675+STABILITY: SURFACE MOTION
 DN0675
 DN0675  HISTORY     - Date     Condition        Report By
 DN0675  HISTORY     - 1946     MONUMENTED       CGS
 DN0675  HISTORY     - 1960     GOOD             NGS
 DN0675  HISTORY     - 1980     GOOD             NGS
 DN0675  HISTORY     - 19950630 GOOD             USPSQD
 DN0675  HISTORY     - 19980214 GOOD             USPSQD
 DN0675  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0675
 DN0675                          STATION DESCRIPTION
 DN0675
 DN0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0675'IN DENTON.
 DN0675'AT DENTON, DENTON COUNTY, AT THE SOUTHEAST CORNER OF THE COUNTY
 DN0675'COURTHOUSE, 16.3 FEET NORTH OF THE SOUTH END OF THE EAST STONE RAILING
 DN0675'FOR THE SOUTHEAST ENTRANCE, AND 2 FEET EAST OF THE BUILDING. A
 DN0675'STANDARD DISK, STAMPED J 949 1946 AND SET IN THE TOP OF A CONCRETE
 DN0675'POST PROJECTING 2 INCHES ABOVE GROUND.
 DN0675
 DN0675                          STATION RECOVERY (1980)
 DN0675
 DN0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DN0675'AT THE SOUTHEAST CORNER OF THE COUNTY COURTHOUSE 16 FEET NORTH OF THE
 DN0675'SOUTH END OF A STONE HANDRAIL AND 2 FEET EAST OF THE BUILDING.
 DN0675
 DN0675                          STATION RECOVERY (1995)
 DN0675
 DN0675'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0675'RECOVERED IN GOOD CONDITION.
 DN0675
 DN0675                          STATION RECOVERY (1998)
 DN0675
 DN0675'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0675'RECOVERED IN GOOD CONDITION.
 DN0675
 DN0675                          STATION RECOVERY (2005)
 DN0675
 DN0675'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1303 ***********************************************************************
 BY1303  DESIGNATION -  J 95
 BY1303  PID         -  BY1303
 BY1303  STATE/COUNTY-  TX/CHEROKEE
 BY1303  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1303
 BY1303                         *CURRENT SURVEY CONTROL
 BY1303  ___________________________________________________________________
 BY1303* NAD 83(1986)-  31 59 48.     (N)    095 16 39.     (W)     SCALED    
 BY1303* NAVD 88     -       210.941  (meters)     692.06   (feet)  ADJUSTED  
 BY1303  ___________________________________________________________________
 BY1303  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BY1303  DYNAMIC HT  -         210.688 (meters)     691.23  (feet)  COMP
 BY1303  MODELED GRAV-     979,432.3   (mgal)                       NAVD 88
 BY1303
 BY1303  VERT ORDER  -  FIRST     CLASS II
 BY1303
 BY1303.The horizontal coordinates were scaled from a topographic map and have
 BY1303.an estimated accuracy of +/- 6 seconds.
 BY1303
 BY1303.The orthometric height was determined by differential leveling
 BY1303.and adjusted by the National Geodetic Survey in June 1991..
 BY1303.WARNING-Repeat measurements at this control monument indicate possible
 BY1303.vertical movement.
 BY1303
 BY1303.The geoid height was determined by GEOID03.
 BY1303
 BY1303.The dynamic height is computed by dividing the NAVD 88
 BY1303.geopotential number by the normal gravity value computed on the
 BY1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1303.degrees latitude (g = 980.6199 gals.).
 BY1303
 BY1303.The modeled gravity was interpolated from observed gravity values.
 BY1303
 BY1303;                    North         East    Units  Estimated Accuracy
 BY1303;SPC TX C     - 3,269,160.    1,177,610.      MT  (+/- 180 meters Scaled)
 BY1303
 BY1303                          SUPERSEDED SURVEY CONTROL
 BY1303
 BY1303  NGVD 29 (??/??/92)  210.962  (m)          692.13   (f) ADJ UNCH    1 2
 BY1303
 BY1303.Superseded values are not recommended for survey control.
 BY1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1303.See file dsdata.txt to determine how the superseded data were derived.
 BY1303
 BY1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR848423(NAD 83)
 BY1303_MARKER: DB = BENCH MARK DISK
 BY1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1303_STAMPING: J 95 1933 691.695
 BY1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1303+STABILITY: SURFACE MOTION
 BY1303
 BY1303  HISTORY     - Date     Condition        Report By
 BY1303  HISTORY     - 1933     MONUMENTED       CGS
 BY1303  HISTORY     - 1959     GOOD             NGS
 BY1303  HISTORY     - 20040606 POOR             USPSQD
 BY1303
 BY1303                          STATION DESCRIPTION
 BY1303
 BY1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 BY1303'2.9 MI N FROM JACKSONVILLE.
 BY1303'ABOUT 0.2 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1303'STATION AT JACKSONVILLE, THENCE ABOUT 2.7 MILES NORTH ALONG THE ST.
 BY1303'LOUIS SOUTHWESTERN RAILWAY, 62 FEET NORTH OF THE 1ST POLE SOUTH OF
 BY1303'MILEPOST 574, 24 1/2 FEET EAST OF THE EAST RAIL, IN LINE WITH THE
 BY1303'TELEPHONE POLES, 16 1/2 FEET NORTHWEST OF A LONE 16-INCH OAK TREE, 1.5
 BY1303'FEET NORTH OF A WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE LEVEL
 BY1303'OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BY1303'GROUND.
 BY1303
 BY1303                          STATION RECOVERY (2004)
 BY1303
 BY1303'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1303'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0915 ***********************************************************************
 CS0915  DESIGNATION -  J 950
 CS0915  PID         -  CS0915
 CS0915  STATE/COUNTY-  TX/NAVARRO
 CS0915  USGS QUAD   -  CORBET (1978)
 CS0915
 CS0915                         *CURRENT SURVEY CONTROL
 CS0915  ___________________________________________________________________
 CS0915* NAD 83(1993)-  32 05 11.87953(N)    096 30 57.18510(W)     ADJUSTED  
 CS0915* NAVD 88     -       152.945  (meters)     501.79   (feet)  ADJUSTED  
 CS0915  ___________________________________________________________________
 CS0915  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 CS0915  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CS0915  DYNAMIC HT  -         152.768 (meters)     501.21  (feet)  COMP
 CS0915  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 CS0915
 CS0915  HORZ ORDER  -  THIRD
 CS0915  VERT ORDER  -  SECOND    CLASS 0
 CS0915
 CS0915.The horizontal coordinates were established by classical geodetic methods
 CS0915.and adjusted by the National Geodetic Survey in February 1996..
 CS0915.No horizontal observational check was made to the station.
 CS0915
 CS0915.The orthometric height was determined by differential leveling
 CS0915.and adjusted by the National Geodetic Survey in June 1991..
 CS0915
 CS0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0915
 CS0915.The geoid height was determined by GEOID03.
 CS0915
 CS0915.The dynamic height is computed by dividing the NAVD 88
 CS0915.geopotential number by the normal gravity value computed on the
 CS0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0915.degrees latitude (g = 980.6199 gals.).
 CS0915
 CS0915.The modeled gravity was interpolated from observed gravity values.
 CS0915
 CS0915;                    North         East     Units Scale Factor Converg.
 CS0915;SPC TXNC     - 2,048,340.506   787,300.132   MT  1.00001326   +1 04 55.7
 CS0915;SPC TXNC     - 6,720,263.81  2,583,000.52   sFT  1.00001326   +1 04 55.7
 CS0915;UTM  14      - 3,552,739.207   734,449.314   MT  1.00027792   +1 19 12.6
 CS0915
 CS0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0915!SPC TXNC     -   0.99998000  x   1.00001326  =   0.99999326
 CS0915!UTM  14      -   0.99998000  x   1.00027792  =   1.00025792
 CS0915
 CS0915                          SUPERSEDED SURVEY CONTROL
 CS0915
 CS0915  NAD 83(1986)-  32 05 11.88758(N)    096 30 57.16641(W) AD(       ) 3
 CS0915  NAD 27      -  32 05 11.33800(N)    096 30 56.22100(W) AD(       ) 3
 CS0915  NGVD 29 (??/??/92)  152.933  (m)          501.75   (f) ADJ UNCH    2 0
 CS0915
 CS0915.Superseded values are not recommended for survey control.
 CS0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0915.See file dsdata.txt to determine how the superseded data were derived.
 CS0915
 CS0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA3444952739(NAD 83)
 CS0915_MARKER: DB = BENCH MARK DISK
 CS0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0915_STAMPING: J 950 1946
 CS0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0915+STABILITY: SURFACE MOTION
 CS0915
 CS0915  HISTORY     - Date     Condition        Report By
 CS0915  HISTORY     - 1946     MONUMENTED       CGS
 CS0915  HISTORY     - 1949     GOOD             CGS
 CS0915  HISTORY     - 1965     POOR             USGS
 CS0915
 CS0915                          STATION DESCRIPTION
 CS0915
 CS0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0915'2.8 MI W FROM CORSICANA.
 CS0915'TO REACH FROM THE COUNTY COURT HOUSE AT CORSICANA, GO WEST TWO BLOCKS
 CS0915'ALONG WEST 2ND AVENUE, THENCE WESTERLY 2.8 MILES ALONG STATE HIGHWAY
 CS0915'NO. 22 TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE
 CS0915'HIGHWAY AND A NORTHEAST-SOUTHWEST DIRT ROAD, 50.0 FEET SOUTH OF AND
 CS0915'ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY, 25.0 FEET
 CS0915'NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 32.5 FEET WEST OF THE
 CS0915'SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT AND 1.0 FOOT EAST
 CS0915'OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED J 950 1946 SET IN THE
 CS0915'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 CS0915
 CS0915                          STATION RECOVERY (1949)
 CS0915
 CS0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS0915'STATION IS LOCATED ABOUT 3.5 MILES WEST OF THE CENTER OF
 CS0915'CORSICANA AND A CROSS THE HIGHWAY FROM THE WHITES CHAPEL
 CS0915'COMMUNITY CENTER.  IT IS 51 FEET SOUTH OF THE CENTERLINE OF
 CS0915'HIGHWAY 22, 33 FEET WEST OF A CONCRETE CULVERT, 13 FEET WEST
 CS0915'OF A TELEPHONE POLE AND 1 FOOT EAST OF A WITNESS POST.  IT
 CS0915'IS A STANDARD USC AND GS BENCH MARK SET IN AN 8 INCH SQUARE
 CS0915'CONCRETE POST WHICH PROJECTS 6 INCHES AND THE DISK IS STAMPED J
 CS0915'950 1946.
 CS0915'
 CS0915'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CHAPEL
 CS0915'TO J 950.  IT IS 82.928 METERS 272.07 FEET SOUTH WEST OF THE
 CS0915'STATION.
 CS0915'
 CS0915'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 31 AND 22 IN THE
 CS0915'SOUTHWEST EDGE OF CORSICANA, GO NORTH ON HIGHWAY 22 0.45 MILE,
 CS0915'TURN LEFT WITH HIGHWAY 1.5 MILES TO FORKS, TAKE RIGHT FORK
 CS0915'(HIGHWAY 22) 1.3 MILE TO CROSSROADS AND THE STATION ON THE LEFT.
 CS0915
 CS0915                          STATION RECOVERY (1965)
 CS0915
 CS0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0915'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0621 ***********************************************************************
 BZ0621  DESIGNATION -  J 951
 BZ0621  PID         -  BZ0621
 BZ0621  STATE/COUNTY-  TX/HILL
 BZ0621  USGS QUAD   -  IRENE (1978)
 BZ0621
 BZ0621                         *CURRENT SURVEY CONTROL
 BZ0621  ___________________________________________________________________
 BZ0621* NAD 83(1986)-  31 59 57.     (N)    096 50 30.     (W)     SCALED    
 BZ0621* NAVD 88     -       139.906  (meters)     459.01   (feet)  ADJUSTED  
 BZ0621  ___________________________________________________________________
 BZ0621  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BZ0621  DYNAMIC HT  -         139.738 (meters)     458.46  (feet)  COMP
 BZ0621  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 BZ0621
 BZ0621  VERT ORDER  -  SECOND    CLASS 0
 BZ0621
 BZ0621.The horizontal coordinates were scaled from a topographic map and have
 BZ0621.an estimated accuracy of +/- 6 seconds.
 BZ0621
 BZ0621.The orthometric height was determined by differential leveling
 BZ0621.and adjusted by the National Geodetic Survey in June 1991..
 BZ0621
 BZ0621.The geoid height was determined by GEOID03.
 BZ0621
 BZ0621.The dynamic height is computed by dividing the NAVD 88
 BZ0621.geopotential number by the normal gravity value computed on the
 BZ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0621.degrees latitude (g = 980.6199 gals.).
 BZ0621
 BZ0621.The modeled gravity was interpolated from observed gravity values.
 BZ0621
 BZ0621;                    North         East    Units  Estimated Accuracy
 BZ0621;SPC TXNC     - 2,038,110.      756,700.      MT  (+/- 180 meters Scaled)
 BZ0621
 BZ0621                          SUPERSEDED SURVEY CONTROL
 BZ0621
 BZ0621  NGVD 29 (??/??/92)  139.874  (m)          458.90   (f) ADJ UNCH    2 0
 BZ0621
 BZ0621.Superseded values are not recommended for survey control.
 BZ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0621.See file dsdata.txt to determine how the superseded data were derived.
 BZ0621
 BZ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA038423(NAD 83)
 BZ0621_MARKER: DB = BENCH MARK DISK
 BZ0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0621_STAMPING: J 951 1946
 BZ0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0621+STABILITY: SURFACE MOTION
 BZ0621
 BZ0621  HISTORY     - Date     Condition        Report By
 BZ0621  HISTORY     - 1946     MONUMENTED       CGS
 BZ0621  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 BZ0621  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0621  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0621
 BZ0621                          STATION DESCRIPTION
 BZ0621
 BZ0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0621'1.6 MI E FROM IRENE.
 BZ0621'TO REACH FROM THE IRENE SCHOOL AT IRENE GO EASTERLY 1.6 MILES ALONG A
 BZ0621'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ON THE WEST SIDE OF A
 BZ0621'CREEK BANK, 19.0 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 BZ0621'LINE OF THE ROAD, 19.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BZ0621'BRIDGE, 9.0 FEET NORTHWEST OF A FIVE INCH HACKBERRY TREE AND 1.0 FOOT
 BZ0621'NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED J 951 1946
 BZ0621'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BZ0621'GROUND.
 BZ0621
 BZ0621                          STATION RECOVERY (1999)
 BZ0621
 BZ0621'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0621'MARK NOT FOUND.
 BZ0621
 BZ0621                          STATION RECOVERY (2002)
 BZ0621
 BZ0621'RECOVERY NOTE BY US POWER SQUADRON 2002 (HRM)
 BZ0621'MARK NOT FOUND.
 BZ0621
 BZ0621                          STATION RECOVERY (2003)
 BZ0621
 BZ0621'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 BZ0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0868 ***********************************************************************
 CS0868  DESIGNATION -  J 952
 CS0868  PID         -  CS0868
 CS0868  STATE/COUNTY-  TX/NAVARRO
 CS0868  USGS QUAD   -  CRYER CREEK (1978)
 CS0868
 CS0868                         *CURRENT SURVEY CONTROL
 CS0868  ___________________________________________________________________
 CS0868* NAD 83(1986)-  32 09 08.     (N)    096 39 26.     (W)     SCALED    
 CS0868* NAVD 88     -       153.871  (meters)     504.83   (feet)  ADJUSTED  
 CS0868  ___________________________________________________________________
 CS0868  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CS0868  DYNAMIC HT  -         153.691 (meters)     504.23  (feet)  COMP
 CS0868  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 CS0868
 CS0868  VERT ORDER  -  SECOND    CLASS 0
 CS0868
 CS0868.The horizontal coordinates were scaled from a topographic map and have
 CS0868.an estimated accuracy of +/- 6 seconds.
 CS0868
 CS0868.The orthometric height was determined by differential leveling
 CS0868.and adjusted by the National Geodetic Survey in June 1991..
 CS0868
 CS0868.The geoid height was determined by GEOID03.
 CS0868
 CS0868.The dynamic height is computed by dividing the NAVD 88
 CS0868.geopotential number by the normal gravity value computed on the
 CS0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0868.degrees latitude (g = 980.6199 gals.).
 CS0868
 CS0868.The modeled gravity was interpolated from observed gravity values.
 CS0868
 CS0868;                    North         East    Units  Estimated Accuracy
 CS0868;SPC TXNC     - 2,055,370.      773,830.      MT  (+/- 180 meters Scaled)
 CS0868
 CS0868                          SUPERSEDED SURVEY CONTROL
 CS0868
 CS0868  NGVD 29 (??/??/92)  153.860  (m)          504.79   (f) ADJ UNCH    2 0
 CS0868
 CS0868.Superseded values are not recommended for survey control.
 CS0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0868.See file dsdata.txt to determine how the superseded data were derived.
 CS0868
 CS0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA209597(NAD 83)
 CS0868_MARKER: DB = BENCH MARK DISK
 CS0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0868_STAMPING: J 952 1946
 CS0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0868+STABILITY: SURFACE MOTION
 CS0868
 CS0868  HISTORY     - Date     Condition        Report By
 CS0868  HISTORY     - 1946     MONUMENTED       CGS
 CS0868
 CS0868                          STATION DESCRIPTION
 CS0868
 CS0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0868'9.0 MI NW FROM EMHOUSE.
 CS0868'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0868'EMHOUSE, GO NORTHWEST 3.0 MILES ALONG A PAVED ROAD, THENCE
 CS0868'SOUTHWESTERLY 2.9 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHEAST 0.9
 CS0868'MILE ALONG A GRADED DIRT ROAD, THENCE SOUTHWESTERLY 2.2 MILES ALONG A
 CS0868'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 100 YARDS SOUTH
 CS0868'OF A FARMHOUSE, 28.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 CS0868'LINE OF THE ROAD, 14.8 FEET EAST OF THE EAST END OF A BOARD GATE, 57.0
 CS0868'FEET WEST OF A TEN INCH CEDAR TREE, 1.0 FOOT SOUTH OF A FENCE AND 1.0
 CS0868'FOOT EAST OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK STAMPED J 952
 CS0868'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 CS0868'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0914 ***********************************************************************
 CS0914  DESIGNATION -  J 953
 CS0914  PID         -  CS0914
 CS0914  STATE/COUNTY-  TX/NAVARRO
 CS0914  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0914
 CS0914                         *CURRENT SURVEY CONTROL
 CS0914  ___________________________________________________________________
 CS0914* NAD 83(1986)-  32 05 53.     (N)    096 43 41.     (W)     SCALED    
 CS0914* NAVD 88     -       188.457  (meters)     618.30   (feet)  ADJUSTED  
 CS0914  ___________________________________________________________________
 CS0914  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CS0914  DYNAMIC HT  -         188.236 (meters)     617.57  (feet)  COMP
 CS0914  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 CS0914
 CS0914  VERT ORDER  -  SECOND    CLASS 0
 CS0914
 CS0914.The horizontal coordinates were scaled from a topographic map and have
 CS0914.an estimated accuracy of +/- 6 seconds.
 CS0914
 CS0914.The orthometric height was determined by differential leveling
 CS0914.and adjusted by the National Geodetic Survey in June 1991..
 CS0914
 CS0914.The geoid height was determined by GEOID03.
 CS0914
 CS0914.The dynamic height is computed by dividing the NAVD 88
 CS0914.geopotential number by the normal gravity value computed on the
 CS0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0914.degrees latitude (g = 980.6199 gals.).
 CS0914
 CS0914.The modeled gravity was interpolated from observed gravity values.
 CS0914
 CS0914;                    North         East    Units  Estimated Accuracy
 CS0914;SPC TXNC     - 2,049,250.      767,250.      MT  (+/- 180 meters Scaled)
 CS0914
 CS0914                          SUPERSEDED SURVEY CONTROL
 CS0914
 CS0914  NGVD 29 (??/??/92)  188.439  (m)          618.24   (f) ADJ UNCH    2 0
 CS0914
 CS0914.Superseded values are not recommended for survey control.
 CS0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0914.See file dsdata.txt to determine how the superseded data were derived.
 CS0914
 CS0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA143535(NAD 83)
 CS0914_MARKER: DB = BENCH MARK DISK
 CS0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0914_STAMPING: J 953 1946
 CS0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0914+STABILITY: SURFACE MOTION
 CS0914
 CS0914  HISTORY     - Date     Condition        Report By
 CS0914  HISTORY     - 1946     MONUMENTED       CGS
 CS0914
 CS0914                          STATION DESCRIPTION
 CS0914
 CS0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0914'1.1 MI NW FROM BLOOMING GROVE.
 CS0914'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.6 MILE
 CS0914'ALONG MAIN STREET, THENCE NORTHWESTERLY 0.5 MILE ALONG THE AVALON
 CS0914'BLOOMING GROVE ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 80 YARDS
 CS0914'NORTH OF A FARMHOUSE, AT THE NORTHEAST CORNER OF A GARDEN, 31.0 FEET
 CS0914'SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 8.0
 CS0914'FEET SOUTHWEST OF A FENCE CORNER, 1.0 FOOT NORTHWEST OF A FENCE AND
 CS0914'1.0 FOOT NORTHEAST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED
 CS0914'J 953 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 CS0914'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0926 ***********************************************************************
 CS0926  DESIGNATION -  J 954
 CS0926  PID         -  CS0926
 CS0926  STATE/COUNTY-  TX/NAVARRO
 CS0926  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0926
 CS0926                         *CURRENT SURVEY CONTROL
 CS0926  ___________________________________________________________________
 CS0926* NAD 83(1986)-  32 06 09.     (N)    096 41 07.     (W)     SCALED    
 CS0926* NAVD 88     -       178.492  (meters)     585.60   (feet)  ADJUSTED  
 CS0926  ___________________________________________________________________
 CS0926  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CS0926  DYNAMIC HT  -         178.283 (meters)     584.92  (feet)  COMP
 CS0926  MODELED GRAV-     979,466.3   (mgal)                       NAVD 88
 CS0926
 CS0926  VERT ORDER  -  SECOND    CLASS 0
 CS0926
 CS0926.The horizontal coordinates were scaled from a topographic map and have
 CS0926.an estimated accuracy of +/- 6 seconds.
 CS0926
 CS0926.The orthometric height was determined by differential leveling
 CS0926.and adjusted by the National Geodetic Survey in June 1991..
 CS0926
 CS0926.The geoid height was determined by GEOID03.
 CS0926
 CS0926.The dynamic height is computed by dividing the NAVD 88
 CS0926.geopotential number by the normal gravity value computed on the
 CS0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0926.degrees latitude (g = 980.6199 gals.).
 CS0926
 CS0926.The modeled gravity was interpolated from observed gravity values.
 CS0926
 CS0926;                    North         East    Units  Estimated Accuracy
 CS0926;SPC TXNC     - 2,049,810.      771,280.      MT  (+/- 180 meters Scaled)
 CS0926
 CS0926                          SUPERSEDED SURVEY CONTROL
 CS0926
 CS0926  NGVD 29 (??/??/92)  178.476  (m)          585.55   (f) ADJ UNCH    2 0
 CS0926
 CS0926.Superseded values are not recommended for survey control.
 CS0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0926.See file dsdata.txt to determine how the superseded data were derived.
 CS0926
 CS0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA184541(NAD 83)
 CS0926_MARKER: DB = BENCH MARK DISK
 CS0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0926_STAMPING: J 954 1946
 CS0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0926+STABILITY: SURFACE MOTION
 CS0926
 CS0926  HISTORY     - Date     Condition        Report By
 CS0926  HISTORY     - 1946     MONUMENTED       CGS
 CS0926
 CS0926                          STATION DESCRIPTION
 CS0926
 CS0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0926'2.3 MI E FROM BLOOMING GROVE.
 CS0926'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.3 MILE
 CS0926'ALONG MAIN STREET, THENCE EASTERLY 2.0 MILES ALONG STATE HIGHWAY NO.
 CS0926'22 TO SITE OF MARK, BENCH MARK IS 48.0 FEET SOUTH OF AND ABOUT 2.0
 CS0926'FEET LOWER THAN THE CENTER LINE OF THE HIGHWAY, 93.5 FEET
 CS0926'WEST-SOUTHWEST OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 CS0926'CULVERT UNDER PRIVATE DRIVE LEADING SOUTH, 1.0 FOOT NORTH OF A FENCE
 CS0926'AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED J
 CS0926'954 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 CS0926'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0721 ***********************************************************************
 CS0721  DESIGNATION -  J 956
 CS0721  PID         -  CS0721
 CS0721  STATE/COUNTY-  TX/ELLIS
 CS0721  USGS QUAD   -  ITALY (1978)
 CS0721
 CS0721                         *CURRENT SURVEY CONTROL
 CS0721  ___________________________________________________________________
 CS0721* NAD 83(1986)-  32 10 14.     (N)    096 53 14.     (W)     SCALED    
 CS0721* NAVD 88     -       170.843  (meters)     560.51   (feet)  ADJUSTED  
 CS0721  ___________________________________________________________________
 CS0721  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CS0721  DYNAMIC HT  -         170.639 (meters)     559.84  (feet)  COMP
 CS0721  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 CS0721
 CS0721  VERT ORDER  -  SECOND    CLASS 0
 CS0721
 CS0721.The horizontal coordinates were scaled from a topographic map and have
 CS0721.an estimated accuracy of +/- 6 seconds.
 CS0721
 CS0721.The orthometric height was determined by differential leveling
 CS0721.and adjusted by the National Geodetic Survey in June 1991..
 CS0721
 CS0721.The geoid height was determined by GEOID03.
 CS0721
 CS0721.The dynamic height is computed by dividing the NAVD 88
 CS0721.geopotential number by the normal gravity value computed on the
 CS0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0721.degrees latitude (g = 980.6199 gals.).
 CS0721
 CS0721.The modeled gravity was interpolated from observed gravity values.
 CS0721
 CS0721;                    North         East    Units  Estimated Accuracy
 CS0721;SPC TXNC     - 2,057,050.      752,110.      MT  (+/- 180 meters Scaled)
 CS0721
 CS0721                          SUPERSEDED SURVEY CONTROL
 CS0721
 CS0721  NGVD 29 (??/??/92)  170.824  (m)          560.45   (f) ADJ UNCH    2 0
 CS0721
 CS0721.Superseded values are not recommended for survey control.
 CS0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0721.See file dsdata.txt to determine how the superseded data were derived.
 CS0721
 CS0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA992612(NAD 83)
 CS0721_MARKER: DB = BENCH MARK DISK
 CS0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0721_STAMPING: J 956 1946
 CS0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0721+STABILITY: SURFACE MOTION
 CS0721
 CS0721  HISTORY     - Date     Condition        Report By
 CS0721  HISTORY     - 1946     MONUMENTED       CGS
 CS0721  HISTORY     - 1965     MARK NOT FOUND   USGS
 CS0721
 CS0721                          STATION DESCRIPTION
 CS0721
 CS0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0721'1.0 MI S FROM ITALY.
 CS0721'1.0 MILE SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 CS0721'THE STATION AT ITALY, ELLIS COUNTY, AT THE SOUTH END OF A SWITCH
 CS0721'TRACK, 1-1/2 POLES NORTH OF MILEPOST 221, IN LINE WITH A ROW OF POLES,
 CS0721'51 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK AT THE SWITCH, 30
 CS0721'FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 2.5 FEET NORTH OF A
 CS0721'WHITE WOODEN WITNESS POST, AND 5 FEET LOWER THAN THE TRACK. A STANDARD
 CS0721'DISK, STAMPED J 956 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS0721'PROJECTING 2 INCHES ABOVE GROUND.
 CS0721
 CS0721                          STATION RECOVERY (1965)
 CS0721
 CS0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CS0721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1485 ***********************************************************************
 CS1485  DESIGNATION -  J 957
 CS1485  PID         -  CS1485
 CS1485  STATE/COUNTY-  TX/DALLAS
 CS1485  USGS QUAD   -  HUTCHINS (1973)
 CS1485
 CS1485                         *CURRENT SURVEY CONTROL
 CS1485  ___________________________________________________________________
 CS1485* NAD 83(1986)-  32 38 38.     (N)    096 43 34.     (W)     SCALED    
 CS1485* NAVD 88     -       155.698  (meters)     510.82   (feet)  ADJUSTED  
 CS1485  ___________________________________________________________________
 CS1485  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CS1485  DYNAMIC HT  -         155.519 (meters)     510.23  (feet)  COMP
 CS1485  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CS1485
 CS1485  VERT ORDER  -  SECOND    CLASS 0
 CS1485
 CS1485.The horizontal coordinates were scaled from a topographic map and have
 CS1485.an estimated accuracy of +/- 6 seconds.
 CS1485
 CS1485.The orthometric height was determined by differential leveling
 CS1485.and adjusted by the National Geodetic Survey in June 1991..
 CS1485
 CS1485.The geoid height was determined by GEOID03.
 CS1485
 CS1485.The dynamic height is computed by dividing the NAVD 88
 CS1485.geopotential number by the normal gravity value computed on the
 CS1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1485.degrees latitude (g = 980.6199 gals.).
 CS1485
 CS1485.The modeled gravity was interpolated from observed gravity values.
 CS1485
 CS1485;                    North         East    Units  Estimated Accuracy
 CS1485;SPC TXNC     - 2,109,770.      766,410.      MT  (+/- 180 meters Scaled)
 CS1485
 CS1485                          SUPERSEDED SURVEY CONTROL
 CS1485
 CS1485  NGVD 29 (??/??/92)  155.707  (m)          510.85   (f) ADJ UNCH    2 0
 CS1485
 CS1485.Superseded values are not recommended for survey control.
 CS1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1485.See file dsdata.txt to determine how the superseded data were derived.
 CS1485
 CS1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB132140(NAD 83)
 CS1485_MARKER: DB = BENCH MARK DISK
 CS1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1485_STAMPING: J 957 1946
 CS1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1485+STABILITY: SURFACE MOTION
 CS1485
 CS1485  HISTORY     - Date     Condition        Report By
 CS1485  HISTORY     - 1946     MONUMENTED       CGS
 CS1485  HISTORY     - 1958     GOOD             NGS
 CS1485  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1485
 CS1485                          STATION DESCRIPTION
 CS1485
 CS1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1485'0.8 MI SW FROM HUTCHINS.
 CS1485'TO REACH FROM THE BUSINESS DISTRICT IN HUTCHINS, GO NORTHWEST ON OLD
 CS1485'HIGHWAY 75 ON THE WEST SIDE OF THE RAILROAD, ABOUT 0.3 MILE TO THE
 CS1485'JUNCTION WITH THE HUTCHINS-LANCASTER ROAD TO THE LEFT.  TURN LEFT HERE
 CS1485'AND GO SOUTHWEST 0.6 MILE.  THEN TAKE A RIGHT FORK, CLEVELAND ROAD AND
 CS1485'GO 0.3 MILE TO THE MARK ON THE LEFT.  A STANDARD DISK STAMPED J 957
 CS1485'1946 IN A CONCRETE POST PROJECTING ABOUT 6 INCHES, ABOUT 21 FEET
 CS1485'SOUTHEAST OF THE CENTERLINE OF CLEVELAND ROAD, 4 FEET WEST OF A GATE
 CS1485'POST AND 1 FOOT NORTH OF A 4 X 4 POST.  THE MARK LEANS SLIGHTLY.
 CS1485
 CS1485                          STATION RECOVERY (2000)
 CS1485
 CS1485'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0804 ***********************************************************************
 CS0804  DESIGNATION -  J 958
 CS0804  PID         -  CS0804
 CS0804  STATE/COUNTY-  TX/DALLAS
 CS0804  USGS QUAD   -  BRISTOL (1962)
 CS0804
 CS0804                         *CURRENT SURVEY CONTROL
 CS0804  ___________________________________________________________________
 CS0804* NAD 83(1986)-  32 26 17.     (N)    096 32 56.     (W)     SCALED    
 CS0804* NAVD 88     -       135.595  (meters)     444.86   (feet)  ADJUSTED  
 CS0804  ___________________________________________________________________
 CS0804  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CS0804  DYNAMIC HT  -         135.440 (meters)     444.36  (feet)  COMP
 CS0804  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 CS0804
 CS0804  VERT ORDER  -  SECOND    CLASS 0
 CS0804
 CS0804.The horizontal coordinates were scaled from a topographic map and have
 CS0804.an estimated accuracy of +/- 6 seconds.
 CS0804
 CS0804.The orthometric height was determined by differential leveling
 CS0804.and adjusted by the National Geodetic Survey in June 1991..
 CS0804
 CS0804.The geoid height was determined by GEOID03.
 CS0804
 CS0804.The dynamic height is computed by dividing the NAVD 88
 CS0804.geopotential number by the normal gravity value computed on the
 CS0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0804.degrees latitude (g = 980.6199 gals.).
 CS0804
 CS0804.The modeled gravity was interpolated from observed gravity values.
 CS0804
 CS0804;                    North         East    Units  Estimated Accuracy
 CS0804;SPC TXNC     - 2,087,240.      783,460.      MT  (+/- 180 meters Scaled)
 CS0804
 CS0804                          SUPERSEDED SURVEY CONTROL
 CS0804
 CS0804  NGVD 29 (??/??/92)  135.603  (m)          444.89   (f) ADJ UNCH    2 0
 CS0804
 CS0804.Superseded values are not recommended for survey control.
 CS0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0804.See file dsdata.txt to determine how the superseded data were derived.
 CS0804
 CS0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA304916(NAD 83)
 CS0804_MARKER: DB = BENCH MARK DISK
 CS0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0804_STAMPING: J 958 1946
 CS0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0804+STABILITY: SURFACE MOTION
 CS0804
 CS0804  HISTORY     - Date     Condition        Report By
 CS0804  HISTORY     - 1946     MONUMENTED       CGS
 CS0804
 CS0804                          STATION DESCRIPTION
 CS0804
 CS0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0804'2.1 MI SE FROM BRISTOL.
 CS0804'ABOUT 0.1 MILES SOUTHWEST, THENCE 1.7 MILES SOUTHEAST, THENCE 0.3
 CS0804'MILES SOUTHERLY FROM THE BRISTOL SCHOOL, AT BRISTOL, ALONG GRAVEL
 CS0804'SURFACED AND UNIMPROVED ROADS.  AT A ROAD JUNCTION, 45 FEET SOUTH OF
 CS0804'THE CENTER LINE OF THE EAST-WEST ROAD, 30 FEET WEST OF AND 1 FOOT
 CS0804'LOWER THAN THE CENTER LINE OF THE NORTH-SOUTH ROAD, 3 FEET WEST OF THE
 CS0804'RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A 4 X 4 MARKER POST.  A BRONZE DISC
 CS0804'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 CS0804'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0314 ***********************************************************************
 CR0314  DESIGNATION -  J 96
 CR0314  PID         -  CR0314
 CR0314  STATE/COUNTY-  TX/SMITH
 CR0314  USGS QUAD   -  LINDALE (1981)
 CR0314
 CR0314                         *CURRENT SURVEY CONTROL
 CR0314  ___________________________________________________________________
 CR0314* NAD 83(1986)-  32 35 06.     (N)    095 26 22.     (W)     SCALED    
 CR0314* NAVD 88     -        98.887  (meters)     324.43   (feet)  ADJUSTED  
 CR0314  ___________________________________________________________________
 CR0314  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CR0314  DYNAMIC HT  -          98.774 (meters)     324.06  (feet)  COMP
 CR0314  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 CR0314
 CR0314  VERT ORDER  -  FIRST     CLASS II
 CR0314
 CR0314.The horizontal coordinates were scaled from a topographic map and have
 CR0314.an estimated accuracy of +/- 6 seconds.
 CR0314
 CR0314.The orthometric height was determined by differential leveling
 CR0314.and adjusted by the National Geodetic Survey in June 1991..
 CR0314
 CR0314.The geoid height was determined by GEOID03.
 CR0314
 CR0314.The dynamic height is computed by dividing the NAVD 88
 CR0314.geopotential number by the normal gravity value computed on the
 CR0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0314.degrees latitude (g = 980.6199 gals.).
 CR0314
 CR0314.The modeled gravity was interpolated from observed gravity values.
 CR0314
 CR0314;                    North         East    Units  Estimated Accuracy
 CR0314;SPC TXNC     - 2,106,020.      887,280.      MT  (+/- 180 meters Scaled)
 CR0314
 CR0314                          SUPERSEDED SURVEY CONTROL
 CR0314
 CR0314  NGVD 29 (??/??/92)   98.918  (m)          324.53   (f) ADJ UNCH    1 2
 CR0314
 CR0314.Superseded values are not recommended for survey control.
 CR0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0314.See file dsdata.txt to determine how the superseded data were derived.
 CR0314
 CR0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS710079(NAD 83)
 CR0314_MARKER: DB = BENCH MARK DISK
 CR0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0314_STAMPING: J 96 1933 324.415
 CR0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0314+STABILITY: SURFACE MOTION
 CR0314
 CR0314  HISTORY     - Date     Condition        Report By
 CR0314  HISTORY     - 1933     MONUMENTED       CGS
 CR0314  HISTORY     - 1959     GOOD             NGS
 CR0314  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0314
 CR0314                          STATION DESCRIPTION
 CR0314
 CR0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0314'5.4 MI N FROM LINDALE.
 CR0314'ABOUT 5.4 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0314'FROM THE STATION AT LINDALE, OR ABOUT 6.35 MILES SOUTH ALONG THE
 CR0314'INTERNATIONAL-GREAT NORTHERN RAILROAD FROM THE STATION AT MINEOLA, 13
 CR0314'FEET SOUTHEAST OF THE 1ST POLE SOUTHEAST OF MILEPOST 38, 34 1/2 FEET
 CR0314'NORTHEAST OF THE NORTHEAST RAIL, 107 FEET EAST-SOUTHEAST OF THE CENTER
 CR0314'OF A PRIVATE ROAD CROSSING, 78 FEET SOUTH OF THE CENTER LINE OF A
 CR0314'CATTLE GUARD, 38 FEET SOUTHWEST OF THE NORTHEAST RAILROAD RIGHT-OF-WAY
 CR0314'FENCE, IN LINE WITH THE TELEPHONE POLES, 1.0 FOOT SOUTHEAST OF A METAL
 CR0314'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE
 CR0314'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CR0314
 CR0314                          STATION RECOVERY (2004)
 CR0314
 CR0314'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0236 ***********************************************************************
 CS0236  DESIGNATION -  J 960
 CS0236  PID         -  CS0236
 CS0236  STATE/COUNTY-  TX/KAUFMAN
 CS0236  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0236
 CS0236                         *CURRENT SURVEY CONTROL
 CS0236  ___________________________________________________________________
 CS0236* NAD 83(1986)-  32 37 31.     (N)    096 19 15.     (W)     SCALED    
 CS0236* NAVD 88     -       133.460  (meters)     437.86   (feet)  ADJUSTED  
 CS0236  ___________________________________________________________________
 CS0236  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0236  DYNAMIC HT  -         133.312 (meters)     437.37  (feet)  COMP
 CS0236  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 CS0236
 CS0236  VERT ORDER  -  SECOND    CLASS 0
 CS0236
 CS0236.The horizontal coordinates were scaled from a topographic map and have
 CS0236.an estimated accuracy of +/- 6 seconds.
 CS0236
 CS0236.The orthometric height was determined by differential leveling
 CS0236.and adjusted by the National Geodetic Survey in June 1991..
 CS0236
 CS0236.The geoid height was determined by GEOID03.
 CS0236
 CS0236.The dynamic height is computed by dividing the NAVD 88
 CS0236.geopotential number by the normal gravity value computed on the
 CS0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0236.degrees latitude (g = 980.6199 gals.).
 CS0236
 CS0236.The modeled gravity was interpolated from observed gravity values.
 CS0236
 CS0236;                    North         East    Units  Estimated Accuracy
 CS0236;SPC TXNC     - 2,108,420.      804,470.      MT  (+/- 180 meters Scaled)
 CS0236
 CS0236                          SUPERSEDED SURVEY CONTROL
 CS0236
 CS0236  NGVD 29 (??/??/92)  133.466  (m)          437.88   (f) ADJ UNCH    2 0
 CS0236
 CS0236.Superseded values are not recommended for survey control.
 CS0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0236.See file dsdata.txt to determine how the superseded data were derived.
 CS0236
 CS0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB513129(NAD 83)
 CS0236_MARKER: DB = BENCH MARK DISK
 CS0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0236_STAMPING: J 960 1946
 CS0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0236+STABILITY: SURFACE MOTION
 CS0236
 CS0236  HISTORY     - Date     Condition        Report By
 CS0236  HISTORY     - 1946     MONUMENTED       CGS
 CS0236  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0236
 CS0236                          STATION DESCRIPTION
 CS0236
 CS0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0236'2.3 MI N FROM KAUFMAN.
 CS0236'TO REACH THE MARK FROM THE KAUFMAN COUNTY COURTHOUSE AT KAUFMAN, GO 1
 CS0236'BLOCK WEST, THENCE 2.3 MILES NORTH ALONG THE KAUFMAN-FORNEY ROAD TO
 CS0236'SITE OF THE MARK.  BENCH MARK IS AT A ROAD JUNCTION, 24.0 FEET WEST OF
 CS0236'AND LEVEL WITH THE CENTER LINE OF THE KAUFMAN-FORNEY ROAD, 27.0 FEET
 CS0236'EAST OF THE CENTER LINE OF AN UNIMPROVED ROAD, 2.0 FEET NORTH OF THE
 CS0236'CORNER OF A WIRE FENCE, 1.0 FOOT SOUTH OF A 4 X 4 MARKER POST.  A
 CS0236'BRONZE DISC STAMPED J 960 1946 AND SET IN THE TOP OF A CONCRETE POST
 CS0236'WHICH PROJECTS 4 INCHES.
 CS0236
 CS0236                          STATION RECOVERY (1961)
 CS0236
 CS0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1447 ***********************************************************************
 CS1447  DESIGNATION -  J 961
 CS1447  PID         -  CS1447
 CS1447  STATE/COUNTY-  TX/DALLAS
 CS1447  USGS QUAD   -  HUTCHINS (1973)
 CS1447
 CS1447                         *CURRENT SURVEY CONTROL
 CS1447  ___________________________________________________________________
 CS1447* NAD 83(1986)-  32 42 17.     (N)    096 40 11.     (W)     SCALED    
 CS1447* NAVD 88     -       129.889  (meters)     426.14   (feet)  ADJUSTED  
 CS1447  ___________________________________________________________________
 CS1447  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CS1447  DYNAMIC HT  -         129.742 (meters)     425.66  (feet)  COMP
 CS1447  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 CS1447
 CS1447  VERT ORDER  -  SECOND    CLASS 0
 CS1447
 CS1447.The horizontal coordinates were scaled from a topographic map and have
 CS1447.an estimated accuracy of +/- 6 seconds.
 CS1447
 CS1447.The orthometric height was determined by differential leveling
 CS1447.and adjusted by the National Geodetic Survey in June 1991..
 CS1447
 CS1447.The geoid height was determined by GEOID03.
 CS1447
 CS1447.The dynamic height is computed by dividing the NAVD 88
 CS1447.geopotential number by the normal gravity value computed on the
 CS1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1447.degrees latitude (g = 980.6199 gals.).
 CS1447
 CS1447.The modeled gravity was interpolated from observed gravity values.
 CS1447
 CS1447;                    North         East    Units  Estimated Accuracy
 CS1447;SPC TXNC     - 2,116,610.      771,590.      MT  (+/- 180 meters Scaled)
 CS1447
 CS1447                          SUPERSEDED SURVEY CONTROL
 CS1447
 CS1447  NGVD 29 (??/??/92)  129.906  (m)          426.20   (f) ADJ UNCH    2 0
 CS1447
 CS1447.Superseded values are not recommended for survey control.
 CS1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1447.See file dsdata.txt to determine how the superseded data were derived.
 CS1447
 CS1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB184209(NAD 83)
 CS1447_MARKER: DB = BENCH MARK DISK
 CS1447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1447_SP_SET: ABUTMENT
 CS1447_STAMPING: J 961 1946
 CS1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1447
 CS1447  HISTORY     - Date     Condition        Report By
 CS1447  HISTORY     - 1946     MONUMENTED       CGS
 CS1447  HISTORY     - 1958     GOOD             NGS
 CS1447  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1447
 CS1447                          STATION DESCRIPTION
 CS1447
 CS1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1447'2.1 MI NW FROM RYLIE.
 CS1447'ABOUT 2.1 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 175 FROM THE H.S.
 CS1447'CHERRY JR. SCHOOL AT RYLIE, IN THE SOUTH ABUTMENT OF THE PRAIRIE CREEK
 CS1447'BRIDGE, 18 FEET WEST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 CS1447
 CS1447                          STATION RECOVERY (1958)
 CS1447
 CS1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1447'RECOVERED IN GOOD CONDITION.
 CS1447
 CS1447                          STATION RECOVERY (2000)
 CS1447
 CS1447'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0306 ***********************************************************************
 AY0306  DESIGNATION -  J 962 C OF SA
 AY0306  PID         -  AY0306
 AY0306  STATE/COUNTY-  TX/BEXAR
 AY0306  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0306
 AY0306                         *CURRENT SURVEY CONTROL
 AY0306  ___________________________________________________________________
 AY0306* NAD 83(1986)-  29 25 28.     (N)    098 29 42.     (W)     SCALED    
 AY0306* NAVD 88     -       197.807  (meters)     648.97   (feet)  ADJUSTED  
 AY0306  ___________________________________________________________________
 AY0306  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AY0306  DYNAMIC HT  -         197.520 (meters)     648.03  (feet)  COMP
 AY0306  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 AY0306
 AY0306  VERT ORDER  -  FIRST     CLASS II
 AY0306
 AY0306.The horizontal coordinates were scaled from a topographic map and have
 AY0306.an estimated accuracy of +/- 6 seconds.
 AY0306
 AY0306.The orthometric height was determined by differential leveling
 AY0306.and adjusted by the National Geodetic Survey in June 1991..
 AY0306
 AY0306.The geoid height was determined by GEOID03.
 AY0306
 AY0306.The dynamic height is computed by dividing the NAVD 88
 AY0306.geopotential number by the normal gravity value computed on the
 AY0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0306.degrees latitude (g = 980.6199 gals.).
 AY0306
 AY0306.The modeled gravity was interpolated from observed gravity values.
 AY0306
 AY0306;                    North         East    Units  Estimated Accuracy
 AY0306;SPC TXSC     - 4,176,440.      649,000.      MT  (+/- 180 meters Scaled)
 AY0306
 AY0306                          SUPERSEDED SURVEY CONTROL
 AY0306
 AY0306  NGVD 29 (??/??/92)  197.686  (m)          648.57   (f) ADJ UNCH    1 2
 AY0306
 AY0306.Superseded values are not recommended for survey control.
 AY0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0306.See file dsdata.txt to determine how the superseded data were derived.
 AY0306
 AY0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT489551(NAD 83)
 AY0306_MARKER: DD = SURVEY DISK
 AY0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0306_STAMPING: J 962 1946
 AY0306_MARK LOGO: TX6090
 AY0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0306+STABILITY: SURFACE MOTION
 AY0306
 AY0306  HISTORY     - Date     Condition        Report By
 AY0306  HISTORY     - 1946     MONUMENTED
 AY0306  HISTORY     - 1946     GOOD             NGS
 AY0306  HISTORY     - 1980     GOOD             NGS
 AY0306  HISTORY     - 1989     GOOD             USPSQD
 AY0306  HISTORY     - 19990227 GOOD             USPSQD
 AY0306  HISTORY     - 20060717 MARK NOT FOUND   USPSQD
 AY0306
 AY0306                          STATION DESCRIPTION
 AY0306
 AY0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 AY0306'IN SAN ANTONIO.
 AY0306'AT SAN ANTONIO, AT THE CITY HALL, 48.0 FEET WEST OF THE WEST EDGE OF
 AY0306'THE SIDEWALK ALONG THE WEST SIDE OF FLORES STREET, 16.0 FEET NORTH OF
 AY0306'THE NORTH EDGE OF THE SIDEWALK ALONG THE NORTH SIDE OF DOLOROSA
 AY0306'STREET, SET IN THE TOP OF A 1-FOOT CIRCULAR CONCRETE POST SURROUNDED
 AY0306'BY A 2-FOOT CONCRETE PIPE WITH AN IRON COVER WHICH IS FLUSH WITH THE
 AY0306'GRASS OF THE CITY HALL LAWN.
 AY0306
 AY0306                          STATION RECOVERY (1980)
 AY0306
 AY0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0306'RECOVERED IN GOOD CONDITION.
 AY0306
 AY0306                          STATION RECOVERY (1989)
 AY0306
 AY0306'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0306'RECOVERED IN GOOD CONDITION.
 AY0306
 AY0306                          STATION RECOVERY (1999)
 AY0306
 AY0306'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0306'RECOVERED IN GOOD CONDITION.
 AY0306
 AY0306                          STATION RECOVERY (2006)
 AY0306
 AY0306'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 AY0306'METAL DETECTOR AND PROBE LONGER THAN 0.25 FEET WOULD PROBABLY FIND THE
 AY0306'MARK IN THE FLOWER BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1609 ***********************************************************************
 BY1609  DESIGNATION -  J 964
 BY1609  PID         -  BY1609
 BY1609  STATE/COUNTY-  TX/HOUSTON
 BY1609  USGS QUAD   -  FODICE (1963)
 BY1609
 BY1609                         *CURRENT SURVEY CONTROL
 BY1609  ___________________________________________________________________
 BY1609* NAD 83(1986)-  31 09 54.     (N)    095 19 40.     (W)     SCALED    
 BY1609* NAVD 88     -        89.25   (+/-2cm)     292.8    (feet)  VERTCON   
 BY1609  ___________________________________________________________________
 BY1609  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1609
 BY1609  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1609
 BY1609.The horizontal coordinates were scaled from a topographic map and have
 BY1609.an estimated accuracy of +/- 6 seconds.
 BY1609
 BY1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1609.The vertical order pertains to the NGVD 29 superseded value.
 BY1609
 BY1609.The geoid height was determined by GEOID03.
 BY1609
 BY1609;                    North         East    Units  Estimated Accuracy
 BY1609;SPC TX C     - 3,176,830.    1,177,010.      MT  (+/- 180 meters Scaled)
 BY1609
 BY1609                          SUPERSEDED SURVEY CONTROL
 BY1609
 BY1609  NGVD 29 (??/??/92)   89.260  (m)          292.85   (f) ADJ UNCH    2 0
 BY1609
 BY1609.Superseded values are not recommended for survey control.
 BY1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1609.See file dsdata.txt to determine how the superseded data were derived.
 BY1609
 BY1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ781502(NAD 83)
 BY1609_MARKER: DB = BENCH MARK DISK
 BY1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1609_STAMPING: J 964 1948
 BY1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1609+STABILITY: SURFACE MOTION
 BY1609
 BY1609  HISTORY     - Date     Condition        Report By
 BY1609  HISTORY     - 1948     MONUMENTED       CGS
 BY1609
 BY1609                          STATION DESCRIPTION
 BY1609
 BY1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1609'1.85 MI SW FROM FODICE.
 BY1609'1.85 MILES SOUTHWEST ALONG THE HOLLY-FODICE ROAD FROM THE PENNINGTON
 BY1609'COLORED HIGH SCHOOL AT FODICE, 90.0 FEET WEST OF THE CENTER LINE OF
 BY1609'THE ROAD, 42.2 FEET SOUTH OF THE SOUTHEAST CORNER OF A CHURCH, 4.4
 BY1609'FEET SOUTHWEST OF A 10-INCH OAK TREE, 1.5 FEET NORTH OF A REFERENCE
 BY1609'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BY1609'GROUND.  NOTE-- THIS BENCH MARK IS 0.8 MILE NORTHEAST OF BENCH MARK H
 BY1609'964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0745 ***********************************************************************
 CR0745  DESIGNATION -  J 965 RESET 1958
 CR0745  PID         -  CR0745
 CR0745  STATE/COUNTY-  TX/VAN ZANDT
 CR0745  USGS QUAD   -  BEN WHEELER (1984)
 CR0745
 CR0745                         *CURRENT SURVEY CONTROL
 CR0745  ___________________________________________________________________
 CR0745* NAD 83(1986)-  32 28 16.     (N)    095 44 19.     (W)     SCALED    
 CR0745* NAVD 88     -       182.12   (+/-2cm)     597.5    (feet)  VERTCON   
 CR0745  ___________________________________________________________________
 CR0745  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CR0745
 CR0745  VERT ORDER  -  THIRD (See Below)
 CR0745
 CR0745.The horizontal coordinates were scaled from a topographic map and have
 CR0745.an estimated accuracy of +/- 6 seconds.
 CR0745
 CR0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0745.The vertical order pertains to the NGVD 29 superseded value.
 CR0745
 CR0745.The geoid height was determined by GEOID03.
 CR0745
 CR0745;                    North         East    Units  Estimated Accuracy
 CR0745;SPC TXNC     - 2,092,620.      859,540.      MT  (+/- 180 meters Scaled)
 CR0745
 CR0745                          SUPERSEDED SURVEY CONTROL
 CR0745
 CR0745  NGVD 29 (??/??/??)  182.13   (m)          597.5    (f) RESET       3  
 CR0745
 CR0745.Superseded values are not recommended for survey control.
 CR0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0745.See file dsdata.txt to determine how the superseded data were derived.
 CR0745
 CR0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR426959(NAD 83)
 CR0745_MARKER: DB = BENCH MARK DISK
 CR0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0745_STAMPING: J 965 RESET 1958
 CR0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0745+STABILITY: SURFACE MOTION
 CR0745
 CR0745  HISTORY     - Date     Condition        Report By
 CR0745  HISTORY     - 1958     MONUMENTED       CGS
 CR0745  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0745
 CR0745                          STATION DESCRIPTION
 CR0745
 CR0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CR0745'2.7 MI NW FROM BEN WHEELER.
 CR0745'2.7 MILES NORTHWEST ALONG STATE HIGHWAY NO.64 FROM THE POST OFFICE IN
 CR0745'BEN WHEELER AT AN INTERSECTION WITH A NORTH-SOUTH DIRT ROAD, 3 FEET
 CR0745'NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE LINE AND 1 FOOT
 CR0745'SOUTHWEST OF A FIELD FENCE THAT LEADS NORTH TO A WHITE HOUSE AND FRONT
 CR0745'YARD.  IT IS ABOUT 75 YARDS SOUTH OF THE WHITE HOUSE AND ABOUT 75
 CR0745'YARDS EAST OF THE JUNCTION OF THE DIRT ROAD SOUTH.  A STANDARD DISK
 CR0745'STAMPED J 965 RESET 1958 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 CR0745
 CR0745                          STATION RECOVERY (1995)
 CR0745
 CR0745'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1635 ***********************************************************************
 BY1635  DESIGNATION -  J 966
 BY1635  PID         -  BY1635
 BY1635  STATE/COUNTY-  TX/TRINITY
 BY1635  USGS QUAD   -  GLENDALE (1972)
 BY1635
 BY1635                         *CURRENT SURVEY CONTROL
 BY1635  ___________________________________________________________________
 BY1635* NAD 83(1986)-  31 02 34.     (N)    095 19 45.     (W)     SCALED    
 BY1635* NAVD 88     -        54.47   (+/-2cm)     178.7    (feet)  VERTCON   
 BY1635  ___________________________________________________________________
 BY1635  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BY1635
 BY1635  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1635
 BY1635.The horizontal coordinates were scaled from a topographic map and have
 BY1635.an estimated accuracy of +/- 6 seconds.
 BY1635
 BY1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1635.The vertical order pertains to the NGVD 29 superseded value.
 BY1635
 BY1635.The geoid height was determined by GEOID03.
 BY1635
 BY1635;                    North         East    Units  Estimated Accuracy
 BY1635;SPC TX C     - 3,163,290.    1,177,490.      MT  (+/- 180 meters Scaled)
 BY1635
 BY1635                          SUPERSEDED SURVEY CONTROL
 BY1635
 BY1635  NGVD 29 (??/??/92)   54.475  (m)          178.72   (f) ADJ UNCH    2 0
 BY1635
 BY1635.Superseded values are not recommended for survey control.
 BY1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1635.See file dsdata.txt to determine how the superseded data were derived.
 BY1635
 BY1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ777366(NAD 83)
 BY1635_MARKER: DB = BENCH MARK DISK
 BY1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1635_STAMPING: J 966 1948
 BY1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1635+STABILITY: SURFACE MOTION
 BY1635
 BY1635  HISTORY     - Date     Condition        Report By
 BY1635  HISTORY     - 1948     MONUMENTED       CGS
 BY1635
 BY1635                          STATION DESCRIPTION
 BY1635
 BY1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1635'3.05 MI NW FROM GLENDALE.
 BY1635'3.05 MILES NORTHWEST ALONG THE GLENDALE-THOMPSON SCHOOL ROAD FROM THE
 BY1635'POST OFFICE AT GLENDALE, 0.4 MILE NORTHWEST OF A STEEL BRIDGE ACROSS
 BY1635'LITTLE WHITE ROCK CREEK, 46 YARDS (PACED) SOUTHEAST OF THE SOUTHEAST
 BY1635'END OF A CURVE IN THE ROAD, 45 YARDS (PACED) SOUTHWEST OF THE CENTER
 BY1635'LINE OF A GULLEY, 26.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BY1635'9.0 FEET EAST OF A 16-INCH OAK TREE, 2.1 FEET NORTHEAST OF A REFERENCE
 BY1635'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 BY1635'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0748 ***********************************************************************
 CS0748  DESIGNATION -  J 967
 CS0748  PID         -  CS0748
 CS0748  STATE/COUNTY-  TX/ELLIS
 CS0748  USGS QUAD   -  WAXAHACHIE (1978)
 CS0748
 CS0748                         *CURRENT SURVEY CONTROL
 CS0748  ___________________________________________________________________
 CS0748* NAD 83(1986)-  32 23 44.     (N)    096 47 30.     (W)     SCALED    
 CS0748* NAVD 88     -       165.71   (+/-2cm)     543.7    (feet)  VERTCON   
 CS0748  ___________________________________________________________________
 CS0748  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CS0748
 CS0748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS0748
 CS0748.The horizontal coordinates were scaled from a topographic map and have
 CS0748.an estimated accuracy of +/- 6 seconds.
 CS0748
 CS0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0748.The vertical order pertains to the NGVD 29 superseded value.
 CS0748
 CS0748.The geoid height was determined by GEOID03.
 CS0748
 CS0748;                    North         East    Units  Estimated Accuracy
 CS0748;SPC TXNC     - 2,082,130.      760,710.      MT  (+/- 180 meters Scaled)
 CS0748
 CS0748                          SUPERSEDED SURVEY CONTROL
 CS0748
 CS0748  NGVD 29 (??/??/92)  165.700  (m)          543.63   (f) ADJ UNCH    2 0
 CS0748
 CS0748.Superseded values are not recommended for survey control.
 CS0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0748.See file dsdata.txt to determine how the superseded data were derived.
 CS0748
 CS0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA077864(NAD 83)
 CS0748_MARKER: DB = BENCH MARK DISK
 CS0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0748_STAMPING: J 967 1946
 CS0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0748+STABILITY: SURFACE MOTION
 CS0748
 CS0748  HISTORY     - Date     Condition        Report By
 CS0748  HISTORY     - 1946     MONUMENTED       CGS
 CS0748  HISTORY     - 1966     GOOD             NGS
 CS0748  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0748
 CS0748                          STATION DESCRIPTION
 CS0748
 CS0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0748'3.6 MI E FROM WAXAHACHIE.
 CS0748'AT ELLIS COUNTY AIRPORT, ELLIS COUNTY, AT THE NORTH SIDE OF THE
 CS0748'HANGAR, 14.2 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CONTROL
 CS0748'TOWER, AND 6.4 FEET EAST OF THE NORTHWEST CORNER.  A STANDARD DISK,
 CS0748'STAMPED J 967 1946 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CS0748'THE GROUND.  NOTE-- THE AIRPORT HAS BEEN ABANDON AND ALL THE BUILDINGS
 CS0748'HAVE BEEN TORE DOWN AND MOVED AWAY.  THE SITE AT THE MARK IS NOW
 CS0748'PASTURE LAND.  TO REACH FROM THE COURT HOUSE IN WAXAHACHIE, GO
 CS0748'EASTERLY 0.3 MILE ALONG U. S. HIGHWAY 287 TO A STOP LIGHT, THENCE 1.9
 CS0748'MILES, EAST NORTHEAST, ALONG A SURFACED ROAD TO THE JUNCTION OF FM
 CS0748'HIGHWAYS 878 AND 879, THENCE 1.45 MILES EAST ALONG F.M. HIGHWAY 878 TO
 CS0748'BENCH MARK H 967, THENCE WALK ABOUT 0.2 MILE NORTH ACROSS PASTURE TO
 CS0748'SITE OF BENCH MARK, ABOUT 25 FEET NORTH OF A 4 BY 6 FT. CONCRETE SLAB,
 CS0748'ABOUT 25 YARDS SOUTH OF AN EAST-WEST FENCE AND 30 YARDS WEST OF A
 CS0748'NORTH-SOUTH FENCE.
 CS0748
 CS0748                          STATION RECOVERY (2002)
 CS0748
 CS0748'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1576 ***********************************************************************
 BY1576  DESIGNATION -  J 968
 BY1576  PID         -  BY1576
 BY1576  STATE/COUNTY-  TX/HOUSTON
 BY1576  USGS QUAD   -  CROCKETT (1950)
 BY1576
 BY1576                         *CURRENT SURVEY CONTROL
 BY1576  ___________________________________________________________________
 BY1576* NAD 83(1986)-  31 16 34.     (N)    095 23 32.     (W)     SCALED    
 BY1576* NAVD 88     -        99.52   (+/-2cm)     326.5    (feet)  VERTCON   
 BY1576  ___________________________________________________________________
 BY1576  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY1576
 BY1576  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1576
 BY1576.The horizontal coordinates were scaled from a topographic map and have
 BY1576.an estimated accuracy of +/- 6 seconds.
 BY1576
 BY1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1576.The vertical order pertains to the NGVD 29 superseded value.
 BY1576
 BY1576.The geoid height was determined by GEOID03.
 BY1576
 BY1576;                    North         East    Units  Estimated Accuracy
 BY1576;SPC TX C     - 3,188,860.    1,170,330.      MT  (+/- 180 meters Scaled)
 BY1576
 BY1576                          SUPERSEDED SURVEY CONTROL
 BY1576
 BY1576  NGVD 29 (??/??/92)   99.512  (m)          326.48   (f) ADJ UNCH    2 0
 BY1576
 BY1576.Superseded values are not recommended for survey control.
 BY1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1576.See file dsdata.txt to determine how the superseded data were derived.
 BY1576
 BY1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ722626(NAD 83)
 BY1576_MARKER: DB = BENCH MARK DISK
 BY1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1576_STAMPING: J 968 1948
 BY1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1576+STABILITY: SURFACE MOTION
 BY1576
 BY1576  HISTORY     - Date     Condition        Report By
 BY1576  HISTORY     - 1948     MONUMENTED       CGS
 BY1576
 BY1576                          STATION DESCRIPTION
 BY1576
 BY1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1576'5.1 MI SE FROM CROCKETT.
 BY1576'5.1 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE HOUSTON
 BY1576'COUNTY COURTHOUSE AT CROCKETT, 175.0 FEET SOUTHEAST OF THE TOP OF A
 BY1576'HILL AND THE NORTH CORNER OF A FOREST OF LARGE PINE TREES, 122.0 FEET
 BY1576'SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST NO. 238 WHICH IS ACROSS THE
 BY1576'HIGHWAY FROM THE DRIVEWAY LEADING TO THE HOME OF HARMON KENDRICK, 49.1
 BY1576'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 41.0 FEET NORTHWEST
 BY1576'OF A 36-INCH PINE TREE, 11.0 FEET SOUTHEAST OF A 24-INCH PINE TREE
 BY1576'WHICH IN THE ONLY PINE TREE ON THE HIGHWAY RIGHT-OF-WAY AT THIS POINT,
 BY1576'1.4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 2.8 FEET NORTHWEST
 BY1576'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 BY1576'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0400 ***********************************************************************
 CS0400  DESIGNATION -  J 969
 CS0400  PID         -  CS0400
 CS0400  STATE/COUNTY-  TX/KAUFMAN
 CS0400  USGS QUAD   -  ROSSER (1963)
 CS0400
 CS0400                         *CURRENT SURVEY CONTROL
 CS0400  ___________________________________________________________________
 CS0400* NAD 83(1986)-  32 27 07.     (N)    096 26 51.     (W)     SCALED    
 CS0400* NAVD 88     -       108.817  (meters)     357.01   (feet)  ADJUSTED  
 CS0400  ___________________________________________________________________
 CS0400  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0400  DYNAMIC HT  -         108.694 (meters)     356.61  (feet)  COMP
 CS0400  MODELED GRAV-     979,507.3   (mgal)                       NAVD 88
 CS0400
 CS0400  VERT ORDER  -  SECOND    CLASS 0
 CS0400
 CS0400.The horizontal coordinates were scaled from a topographic map and have
 CS0400.an estimated accuracy of +/- 6 seconds.
 CS0400
 CS0400.The orthometric height was determined by differential leveling
 CS0400.and adjusted by the National Geodetic Survey in June 1991..
 CS0400
 CS0400.The geoid height was determined by GEOID03.
 CS0400
 CS0400.The dynamic height is computed by dividing the NAVD 88
 CS0400.geopotential number by the normal gravity value computed on the
 CS0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0400.degrees latitude (g = 980.6199 gals.).
 CS0400
 CS0400.The modeled gravity was interpolated from observed gravity values.
 CS0400
 CS0400;                    North         East    Units  Estimated Accuracy
 CS0400;SPC TXNC     - 2,088,970.      792,960.      MT  (+/- 180 meters Scaled)
 CS0400
 CS0400                          SUPERSEDED SURVEY CONTROL
 CS0400
 CS0400  NGVD 29 (??/??/92)  108.82   (m)          357.0    (f) COMPUTED    2 0
 CS0400
 CS0400.Superseded values are not recommended for survey control.
 CS0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0400.See file dsdata.txt to determine how the superseded data were derived.
 CS0400
 CS0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA399934(NAD 83)
 CS0400_MARKER: DB = BENCH MARK DISK
 CS0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0400_STAMPING: J 969 1946
 CS0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0400+STABILITY: SURFACE MOTION
 CS0400
 CS0400  HISTORY     - Date     Condition        Report By
 CS0400  HISTORY     - 1946     MONUMENTED       CGS
 CS0400  HISTORY     - 1963     GOOD             USGS
 CS0400
 CS0400                          STATION DESCRIPTION
 CS0400
 CS0400'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CS0400'0.8 MI SE FROM ROSSER.
 CS0400'TO REACH FROM JCT. STATE HIGHWAY 34 AND FARM ROAD 2451 1 MILE ESE OF
 CS0400'ROSSER GO SW .55 MILE TO ROADSIDE PARK ON LEFT AND GATE RIGHT,
 CS0400'CONTINUE WEST ALONG FIELD ROAD .3 MILE TO JCT. NORTH-SOUTH FENCE, MARK
 CS0400'IS APPROXIMATELY 250 FEET NORTH ON EAST SIDE OF FENCE.  STANDARD DISK,
 CS0400'STAMPED J 969 1946 SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0113 ***********************************************************************
 DN0113  DESIGNATION -  J 97
 DN0113  PID         -  DN0113
 DN0113  STATE/COUNTY-  TX/HUNT
 DN0113  USGS QUAD   -  CELESTE (1964)
 DN0113
 DN0113                         *CURRENT SURVEY CONTROL
 DN0113  ___________________________________________________________________
 DN0113* NAD 83(1986)-  33 15 02.     (N)    096 10 32.     (W)     SCALED    
 DN0113* NAVD 88     -       192.886  (meters)     632.83   (feet)  ADJUSTED  
 DN0113  ___________________________________________________________________
 DN0113  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 DN0113  DYNAMIC HT  -         192.678 (meters)     632.14  (feet)  COMP
 DN0113  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 DN0113
 DN0113  VERT ORDER  -  FIRST     CLASS II
 DN0113
 DN0113.The horizontal coordinates were scaled from a topographic map and have
 DN0113.an estimated accuracy of +/- 6 seconds.
 DN0113
 DN0113.The orthometric height was determined by differential leveling
 DN0113.and adjusted by the National Geodetic Survey in June 1991..
 DN0113.WARNING-Repeat measurements at this control monument indicate possible
 DN0113.vertical movement.
 DN0113
 DN0113.The geoid height was determined by GEOID03.
 DN0113
 DN0113.The dynamic height is computed by dividing the NAVD 88
 DN0113.geopotential number by the normal gravity value computed on the
 DN0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0113.degrees latitude (g = 980.6199 gals.).
 DN0113
 DN0113.The modeled gravity was interpolated from observed gravity values.
 DN0113
 DN0113;                    North         East    Units  Estimated Accuracy
 DN0113;SPC TXNC     - 2,178,030.      816,570.      MT  (+/- 180 meters Scaled)
 DN0113
 DN0113                          SUPERSEDED SURVEY CONTROL
 DN0113
 DN0113  NGVD 29 (??/??/92)  192.842  (m)          632.68   (f) ADJ UNCH    1 2
 DN0113
 DN0113.Superseded values are not recommended for survey control.
 DN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0113.See file dsdata.txt to determine how the superseded data were derived.
 DN0113
 DN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB631826(NAD 83)
 DN0113_MARKER: DB = BENCH MARK DISK
 DN0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0113_SP_SET: CONCRETE POST
 DN0113_STAMPING: J 97 1933 632.902
 DN0113_MARK LOGO: CGS   
 DN0113_PROJECTION: PROJECTING 10 CENTIMETERS
 DN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0113+STABILITY: SURFACE MOTION
 DN0113
 DN0113  HISTORY     - Date     Condition        Report By
 DN0113  HISTORY     - 1933     MONUMENTED       CGS
 DN0113  HISTORY     - 1941     GOOD             NGS
 DN0113  HISTORY     - 1986     GOOD             NGS
 DN0113  HISTORY     - 19940416 GOOD             USPSQD
 DN0113
 DN0113                          STATION DESCRIPTION
 DN0113
 DN0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DN0113'8.4 MI NW FROM GREENVILLE.
 DN0113'8.4 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 DN0113'FROM GREENVILLE, HUNT COUNTY, 700 FEET SOUTH OF THE STATION AT
 DN0113'KINGSTON, 0.5 MILE NORTH OF MILEPOST 705, 47 FEET WEST OF THE TRACK
 DN0113'AND 30 FEET SOUTH OF A ROAD CROSSING.  A STANDARD DISK, STAMPED
 DN0113'632.902 J 97 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DN0113
 DN0113                          STATION RECOVERY (1986)
 DN0113
 DN0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0113'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  15.0 KM (9.3
 DN0113'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE COURTHOUSE IN
 DN0113'GREENVILLE, 0.8 KM (0.5 MI) NORTHWEST OF RAILROAD MILEPOST 705, 34.5 M
 DN0113'(113.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.4 M (47.2
 DN0113'FT) SOUTHWEST OF THE NEAR RAIL OF THE MISSOURI KANSAS TEXAS RAILROAD,
 DN0113'9.2 M (30.2 FT) SOUTH OF THE CENTER OF A PAVED ROAD, AND 1.3 M
 DN0113'(4.3 FT) EAST OF A FENCE.
 DN0113'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 DN0113'THE MARK IS 0.9 M BELOW THE TRACKS.
 DN0113
 DN0113                          STATION RECOVERY (1994)
 DN0113
 DN0113'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0386 ***********************************************************************
 CS0386  DESIGNATION -  J 970
 CS0386  PID         -  CS0386
 CS0386  STATE/COUNTY-  TX/ELLIS
 CS0386  USGS QUAD   -  ROSSER SW (1962)
 CS0386
 CS0386                         *CURRENT SURVEY CONTROL
 CS0386  ___________________________________________________________________
 CS0386* NAD 83(1986)-  32 19 31.     (N)    096 27 44.     (W)     SCALED    
 CS0386* NAVD 88     -        98.858  (meters)     324.34   (feet)  ADJUSTED  
 CS0386  ___________________________________________________________________
 CS0386  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CS0386  DYNAMIC HT  -          98.745 (meters)     323.97  (feet)  COMP
 CS0386  MODELED GRAV-     979,493.8   (mgal)                       NAVD 88
 CS0386
 CS0386  VERT ORDER  -  SECOND    CLASS 0
 CS0386
 CS0386.The horizontal coordinates were scaled from a topographic map and have
 CS0386.an estimated accuracy of +/- 6 seconds.
 CS0386
 CS0386.The orthometric height was determined by differential leveling
 CS0386.and adjusted by the National Geodetic Survey in June 1991..
 CS0386
 CS0386.The geoid height was determined by GEOID03.
 CS0386
 CS0386.The dynamic height is computed by dividing the NAVD 88
 CS0386.geopotential number by the normal gravity value computed on the
 CS0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0386.degrees latitude (g = 980.6199 gals.).
 CS0386
 CS0386.The modeled gravity was interpolated from observed gravity values.
 CS0386
 CS0386;                    North         East    Units  Estimated Accuracy
 CS0386;SPC TXNC     - 2,074,900.      791,850.      MT  (+/- 180 meters Scaled)
 CS0386
 CS0386                          SUPERSEDED SURVEY CONTROL
 CS0386
 CS0386  NGVD 29 (??/??/92)   98.85   (m)          324.3    (f) COMPUTED    2 0
 CS0386
 CS0386.Superseded values are not recommended for survey control.
 CS0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0386.See file dsdata.txt to determine how the superseded data were derived.
 CS0386
 CS0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA388793(NAD 83)
 CS0386_MARKER: DB = BENCH MARK DISK
 CS0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0386_STAMPING: J 970 1946
 CS0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0386+STABILITY: SURFACE MOTION
 CS0386
 CS0386  HISTORY     - Date     Condition        Report By
 CS0386  HISTORY     - 1946     MONUMENTED       CGS
 CS0386  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0386  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0386
 CS0386                          STATION DESCRIPTION
 CS0386
 CS0386'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CS0386'6.8 MI NE FROM ALMA.
 CS0386'2 BLOCKS EAST ALONG A GRAVELED STREET FROM THE TEXAS AND NEW ORLEANS
 CS0386'RAILROAD STATION AT ALMA, THENCE 2 BLOCKS SOUTH ALONG A GRAVELED
 CS0386'STREET, THENCE 5.5 MILES NORTHEASTERLY ALONG A GRAVELED ROAD, THENCE
 CS0386'1.0 MILE NORTH ALONG A GRADED DIRT ROAD, 113 FEET SOUTHWEST OF THE
 CS0386'SOUTHWEST CORNER OF A WOODEN BRIDGE, 43 FEET WEST OF AND LEVEL WITH
 CS0386'THE CENTERLINE OF THE ROAD, AND 1.0 FOOT NORTH OF A 4 X 4-INCH MARKER
 CS0386'POST.  A STANDARD DISK, STAMPED J 970 1946 AND SET IN THE TOP OF A
 CS0386'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- PROBABLY
 CS0386'DESTROYED BY ROAD CONSTRUCTION CREW.
 CS0386
 CS0386                          STATION RECOVERY (2002)
 CS0386
 CS0386'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1364 ***********************************************************************
 CS1364  DESIGNATION -  J 971
 CS1364  PID         -  CS1364
 CS1364  STATE/COUNTY-  TX/DALLAS
 CS1364  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1364
 CS1364                         *CURRENT SURVEY CONTROL
 CS1364  ___________________________________________________________________
 CS1364* NAD 83(1986)-  32 51 51.     (N)    096 40 40.     (W)     SCALED    
 CS1364* NAVD 88     -       182.20   (+/-2cm)     597.8    (feet)  VERTCON   
 CS1364  ___________________________________________________________________
 CS1364  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CS1364
 CS1364  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS1364
 CS1364.The horizontal coordinates were scaled from a topographic map and have
 CS1364.an estimated accuracy of +/- 6 seconds.
 CS1364
 CS1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1364.The vertical order pertains to the NGVD 29 superseded value.
 CS1364
 CS1364.The geoid height was determined by GEOID03.
 CS1364
 CS1364;                    North         East    Units  Estimated Accuracy
 CS1364;SPC TXNC     - 2,134,270.      770,520.      MT  (+/- 180 meters Scaled)
 CS1364
 CS1364                          SUPERSEDED SURVEY CONTROL
 CS1364
 CS1364  NGVD 29 (??/??/92)  182.208  (m)          597.79   (f) ADJ UNCH    2 0
 CS1364
 CS1364.Superseded values are not recommended for survey control.
 CS1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1364.See file dsdata.txt to determine how the superseded data were derived.
 CS1364
 CS1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB172386(NAD 83)
 CS1364_MARKER: DB = BENCH MARK DISK
 CS1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1364_STAMPING: J 971 1946
 CS1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1364+STABILITY: SURFACE MOTION
 CS1364
 CS1364  HISTORY     - Date     Condition        Report By
 CS1364  HISTORY     - 1946     MONUMENTED       CGS
 CS1364  HISTORY     - 1958     GOOD             NGS
 CS1364  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 CS1364  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1364
 CS1364                          STATION DESCRIPTION
 CS1364
 CS1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1364'5.4 MI SW FROM GARLAND.
 CS1364'4.9 MILES SOUTHWEST FROM THE G.C. AND S.F.R.R. DEPOT IN GARLAND, ALONG
 CS1364'HIGHWAY NO. U.S. 78, THEN WEST ALONG STATE HIGHWAY NO. 67, 0.4 MILE TO
 CS1364'THE ENTRANCE TO THE AIRPORT.  THE MARK IS AT THE WEST SIDE OF THE
 CS1364'ENTRANCE ABOUT 20 YARDS WEST OF THE SNAK-BAR, ABOUT 13 FEET SOUTH OF
 CS1364'THE SOUTHEAST CORNER OF THE OLD METAL HANGER WHICH IS ACROSS THE DRIVE
 CS1364'WEST FROM THE MAIN HANGER, AND IN A PARKING AREA.  IT IS ABOUT 38
 CS1364'YARDS EAST OF K 971.  A STANDARD DISK STAMPED J 971 1946 IN A CONCRETE
 CS1364'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS1364
 CS1364                          STATION RECOVERY (1991)
 CS1364
 CS1364'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1364'MARK NOT FOUND.
 CS1364
 CS1364                          STATION RECOVERY (1999)
 CS1364
 CS1364'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0502 ***********************************************************************
 BZ0502  DESIGNATION -  J 972
 BZ0502  PID         -  BZ0502
 BZ0502  STATE/COUNTY-  TX/MADISON
 BZ0502  USGS QUAD   -  NORMANGEE (1982)
 BZ0502
 BZ0502                         *CURRENT SURVEY CONTROL
 BZ0502  ___________________________________________________________________
 BZ0502* NAD 83(1986)-  31 01 58.     (N)    096 04 29.     (W)     SCALED    
 BZ0502* NAVD 88     -       104.26   (+/-2cm)     342.1    (feet)  VERTCON   
 BZ0502  ___________________________________________________________________
 BZ0502  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BZ0502
 BZ0502  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0502
 BZ0502.The horizontal coordinates were scaled from a topographic map and have
 BZ0502.an estimated accuracy of +/- 6 seconds.
 BZ0502
 BZ0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0502.The vertical order pertains to the NGVD 29 superseded value.
 BZ0502
 BZ0502.The geoid height was determined by GEOID03.
 BZ0502
 BZ0502;                    North         East    Units  Estimated Accuracy
 BZ0502;SPC TX C     - 3,159,220.    1,106,430.      MT  (+/- 180 meters Scaled)
 BZ0502
 BZ0502                          SUPERSEDED SURVEY CONTROL
 BZ0502
 BZ0502  NGVD 29 (??/??/92)  104.237  (m)          341.98   (f) ADJ UNCH    2 0
 BZ0502
 BZ0502.Superseded values are not recommended for survey control.
 BZ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0502.See file dsdata.txt to determine how the superseded data were derived.
 BZ0502
 BZ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV792369(NAD 83)
 BZ0502_MARKER: DB = BENCH MARK DISK
 BZ0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0502_STAMPING: J 972 1947
 BZ0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0502+STABILITY: SURFACE MOTION
 BZ0502
 BZ0502  HISTORY     - Date     Condition        Report By
 BZ0502  HISTORY     - 1947     MONUMENTED       CGS
 BZ0502  HISTORY     - 1965     GOOD             NGS
 BZ0502
 BZ0502                          STATION DESCRIPTION
 BZ0502
 BZ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BZ0502'2.9 MI E FROM NORMANGEE.
 BZ0502'TO REACH FROM THE BURLINGTON ROCK ISLAND RAILROAD STATION AT NORMANGEE
 BZ0502'GO EAST 0.3 MILE ALONG A GRAVELED ROAD, THENCE NORTHEAST 1.6 MILES
 BZ0502'ALONG STATE OSR HIGHWAY, THENCE SOUTHEAST 1.0 MILE ALONG A GRADED DIRT
 BZ0502'ROAD TO SITE OF MARK, BENCH MARK IS 25.5 FEET SOUTHWEST OF AND ABOUT
 BZ0502'2.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 23.2 FEET SOUTHEAST
 BZ0502'OF A FOURTEEN INCH OAK TREE, 1.0 FOOT NORTHEAST OF A FENCE AND 1.0
 BZ0502'FOOT SOUTHEAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK
 BZ0502'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BZ0502'GROUND.  NOTE-- THE RAILROAD STATION IN NORMANGEE HAS BEEN TORE DOWN.
 BZ0502'THE TO REACH SHOULD BE FROM THE POST OFFICE IN NORMANGEE, GO EAST ON A
 BZ0502'GRAVELED ROAD 0.35 MILE TO STATE HIGHWAY OSR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1712 ***********************************************************************
 BY1712  DESIGNATION -  J 973
 BY1712  PID         -  BY1712
 BY1712  STATE/COUNTY-  TX/LEON
 BY1712  USGS QUAD   -  LEONA SW (1964)
 BY1712
 BY1712                         *CURRENT SURVEY CONTROL
 BY1712  ___________________________________________________________________
 BY1712* NAD 83(1986)-  31 07 10.     (N)    095 56 40.     (W)     SCALED    
 BY1712* NAVD 88     -        89.96   (+/-2cm)     295.1    (feet)  VERTCON   
 BY1712  ___________________________________________________________________
 BY1712  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BY1712
 BY1712  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1712
 BY1712.The horizontal coordinates were scaled from a topographic map and have
 BY1712.an estimated accuracy of +/- 6 seconds.
 BY1712
 BY1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1712.The vertical order pertains to the NGVD 29 superseded value.
 BY1712
 BY1712.The geoid height was determined by GEOID03.
 BY1712
 BY1712;                    North         East    Units  Estimated Accuracy
 BY1712;SPC TX C     - 3,169,300.    1,118,480.      MT  (+/- 180 meters Scaled)
 BY1712
 BY1712                          SUPERSEDED SURVEY CONTROL
 BY1712
 BY1712  NGVD 29 (??/??/92)   89.941  (m)          295.08   (f) ADJ UNCH    2 0
 BY1712
 BY1712.Superseded values are not recommended for survey control.
 BY1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1712.See file dsdata.txt to determine how the superseded data were derived.
 BY1712
 BY1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ191465(NAD 83)
 BY1712_MARKER: DB = BENCH MARK DISK
 BY1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1712_STAMPING: J 973 1947
 BY1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1712+STABILITY: SURFACE MOTION
 BY1712
 BY1712  HISTORY     - Date     Condition        Report By
 BY1712  HISTORY     - 1947     MONUMENTED       CGS
 BY1712
 BY1712                          STATION DESCRIPTION
 BY1712
 BY1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1712'3.0 MI S FROM LEONA.
 BY1712'ABOUT 3.0 MILES SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE
 BY1712'AT LEONA, 94.8 FEET SOUTH OF A POWER POLE, 48.7 FEET EAST OF AND ABOUT
 BY1712'2.0 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 33.7 FEET NORTH
 BY1712'OF THE NORTH END OF A BOARD GATE, 1.0 FOOT WEST OF A FENCE AND 1.5
 BY1712'FEET SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET
 BY1712'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BY1712'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1329 ***********************************************************************
 BL1329  DESIGNATION -  J 974
 BL1329  PID         -  BL1329
 BL1329  STATE/COUNTY-  TX/SAN JACINTO
 BL1329  USGS QUAD   -  WESTCOTT (1976)
 BL1329
 BL1329                         *CURRENT SURVEY CONTROL
 BL1329  ___________________________________________________________________
 BL1329* NAD 83(1986)-  30 29 53.     (N)    095 00 54.     (W)     SCALED    
 BL1329* NAVD 88     -        45.41   (+/-2cm)     149.0    (feet)  VERTCON   
 BL1329  ___________________________________________________________________
 BL1329  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL1329
 BL1329  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1329
 BL1329.The horizontal coordinates were scaled from a topographic map and have
 BL1329.an estimated accuracy of +/- 6 seconds.
 BL1329
 BL1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1329.The vertical order pertains to the NGVD 29 superseded value.
 BL1329
 BL1329.The geoid height was determined by GEOID03.
 BL1329
 BL1329;                    North         East    Units  Estimated Accuracy
 BL1329;SPC TX C     - 3,104,370.    1,210,330.      MT  (+/- 180 meters Scaled)
 BL1329
 BL1329                          SUPERSEDED SURVEY CONTROL
 BL1329
 BL1329  NGVD 29 (??/??/92)   45.421  (m)          149.02   (f) ADJ UNCH    2 0
 BL1329
 BL1329.Superseded values are not recommended for survey control.
 BL1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1329.See file dsdata.txt to determine how the superseded data were derived.
 BL1329
 BL1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP066757(NAD 83)
 BL1329_MARKER: DB = BENCH MARK DISK
 BL1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1329_SP_SET: CULVERT
 BL1329_STAMPING: J 974 1947
 BL1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1329
 BL1329  HISTORY     - Date     Condition        Report By
 BL1329  HISTORY     - 1947     MONUMENTED       CGS
 BL1329
 BL1329                          STATION DESCRIPTION
 BL1329
 BL1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1329'1.1 MI W FROM SHEPHERD.
 BL1329'1.1 MILES WEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1329'SHEPHERD, 20.6 FEET NORTH OF AND 1.5 FEET LOWER THAN THE CENTER LINE
 BL1329'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 BL1329'HEADWALL OF AN 8 X 10 FOOT CONCRETE CULVERT, 1.5 FEET NORTHEAST OF THE
 BL1329'SOUTHWEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1382 ***********************************************************************
 BL1382  DESIGNATION -  J 975
 BL1382  PID         -  BL1382
 BL1382  STATE/COUNTY-  TX/MONTGOMERY
 BL1382  USGS QUAD   -  CUT AND SHOOT (1997)
 BL1382
 BL1382                         *CURRENT SURVEY CONTROL
 BL1382  ___________________________________________________________________
 BL1382* NAD 83(1986)-  30 22 02.     (N)    095 19 58.     (W)     SCALED    
 BL1382* NAVD 88     -        74.79   (+/-2cm)     245.4    (feet)  VERTCON   
 BL1382  ___________________________________________________________________
 BL1382  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL1382
 BL1382  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1382
 BL1382.The horizontal coordinates were scaled from a topographic map and have
 BL1382.an estimated accuracy of +/- 6 seconds.
 BL1382
 BL1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1382.The vertical order pertains to the NGVD 29 superseded value.
 BL1382
 BL1382.The geoid height was determined by GEOID03.
 BL1382
 BL1382;                    North         East    Units  Estimated Accuracy
 BL1382;SPC TX C     - 3,088,460.    1,180,510.      MT  (+/- 180 meters Scaled)
 BL1382
 BL1382                          SUPERSEDED SURVEY CONTROL
 BL1382
 BL1382  NGVD 29 (??/??/92)   74.796  (m)          245.39   (f) ADJ UNCH    2 0
 BL1382
 BL1382.Superseded values are not recommended for survey control.
 BL1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1382.See file dsdata.txt to determine how the superseded data were derived.
 BL1382
 BL1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP758617(NAD 83)
 BL1382_MARKER: DB = BENCH MARK DISK
 BL1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1382_STAMPING: J 975 1947
 BL1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1382+STABILITY: SURFACE MOTION
 BL1382
 BL1382  HISTORY     - Date     Condition        Report By
 BL1382  HISTORY     - 1947     MONUMENTED       CGS
 BL1382
 BL1382                          STATION DESCRIPTION
 BL1382
 BL1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1382'10.0 MI NE FROM CONROE.
 BL1382'7.2 MILES EAST ALONG STATE HIGHWAY NO.105 FROM THE COURT HOUSE AT
 BL1382'CONROE, THENCE 0.7 MILE NORTHWEST, 0.5 MILE NORTHEAST AND 1.6 MILE
 BL1382'NORTH ALONG GRAVEL ROADS, 0.25 MILE SOUTHWEST OF THE JUNCTION OF A
 BL1382'DIRT ROAD LEADING NORTHEAST, 0.15 MILE SOUTHWEST OF A FARM HOUSE, 34.0
 BL1382'FEET NORTHWEST OF THE CENTER OF THE ROAD, 12.0 FEET SOUTHEAST OF A
 BL1382'GUYWIRE BRACED POWER LINE POLE, 2.0 FEET SOUTHWEST OF A REFERENCE
 BL1382'POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BL1382'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0965 ***********************************************************************
 BL0965  DESIGNATION -  J 976
 BL0965  PID         -  BL0965
 BL0965  STATE/COUNTY-  TX/TRINITY
 BL0965  USGS QUAD   -  CARLISLE (1972)
 BL0965
 BL0965                         *CURRENT SURVEY CONTROL
 BL0965  ___________________________________________________________________
 BL0965* NAD 83(1986)-  30 51 15.     (N)    095 13 55.     (W)     SCALED    
 BL0965* NAVD 88     -        37.80   (+/-2cm)     124.0    (feet)  VERTCON   
 BL0965  ___________________________________________________________________
 BL0965  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BL0965
 BL0965  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0965
 BL0965.The horizontal coordinates were scaled from a topographic map and have
 BL0965.an estimated accuracy of +/- 6 seconds.
 BL0965
 BL0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0965.The vertical order pertains to the NGVD 29 superseded value.
 BL0965
 BL0965.The geoid height was determined by GEOID03.
 BL0965
 BL0965;                    North         East    Units  Estimated Accuracy
 BL0965;SPC TX C     - 3,142,830.    1,187,720.      MT  (+/- 180 meters Scaled)
 BL0965
 BL0965                          SUPERSEDED SURVEY CONTROL
 BL0965
 BL0965  NGVD 29 (??/??/92)   37.818  (m)          124.07   (f) ADJ UNCH    2 0
 BL0965
 BL0965.Superseded values are not recommended for survey control.
 BL0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0965.See file dsdata.txt to determine how the superseded data were derived.
 BL0965
 BL0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ865155(NAD 83)
 BL0965_MARKER: DB = BENCH MARK DISK
 BL0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0965_STAMPING: J 976 1947
 BL0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0965+STABILITY: SURFACE MOTION
 BL0965
 BL0965  HISTORY     - Date     Condition        Report By
 BL0965  HISTORY     - 1947     MONUMENTED       CGS
 BL0965  HISTORY     - 1959     MARK NOT FOUND   USGS
 BL0965  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0965
 BL0965                          STATION DESCRIPTION
 BL0965
 BL0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0965'2.3 MI SW FROM CARLISLE.
 BL0965'0.6 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0965'CARLISLE, THENCE 0.7 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE
 BL0965'0.4 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.6 MILE WEST ALONG A
 BL0965'GRADED DIRT ROAD, 0.1 MILE EAST OF THE TRINITY RIVER, 53.0 FEET NORTH
 BL0965'OF A FENCE CORNER, 42.0 FEET NORTH OF AND LEVEL WITH THE CENTER LINE
 BL0965'OF THE ROAD, 3.0 FEET NORTH OF A WITNESS POST, 1.0 FOOT WEST OF A
 BL0965'FENCE, NORTH OF A GATE WHICH EXTENDS ACROSS THE ROAD, SET IN THE TOP
 BL0965'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- AREA BEING
 BL0965'FARMED.
 BL0965
 BL0965                          STATION RECOVERY (1959)
 BL0965
 BL0965'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BL0965'MARK NOT FOUND.
 BL0965
 BL0965                          STATION RECOVERY (1996)
 BL0965
 BL0965'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2004 ***********************************************************************
 BY2004  DESIGNATION -  J 978
 BY2004  PID         -  BY2004
 BY2004  STATE/COUNTY-  TX/HOUSTON
 BY2004  USGS QUAD   -  WELDON (1972)
 BY2004
 BY2004                         *CURRENT SURVEY CONTROL
 BY2004  ___________________________________________________________________
 BY2004* NAD 83(1986)-  31 01 47.     (N)    095 30 27.     (W)     SCALED    
 BY2004* NAVD 88     -        90.47   (+/-2cm)     296.8    (feet)  VERTCON   
 BY2004  ___________________________________________________________________
 BY2004  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY2004
 BY2004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2004
 BY2004.The horizontal coordinates were scaled from a topographic map and have
 BY2004.an estimated accuracy of +/- 6 seconds.
 BY2004
 BY2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2004.The vertical order pertains to the NGVD 29 superseded value.
 BY2004
 BY2004.The geoid height was determined by GEOID03.
 BY2004
 BY2004;                    North         East    Units  Estimated Accuracy
 BY2004;SPC TX C     - 3,161,090.    1,160,550.      MT  (+/- 180 meters Scaled)
 BY2004
 BY2004                          SUPERSEDED SURVEY CONTROL
 BY2004
 BY2004  NGVD 29 (??/??/92)   90.474  (m)          296.83   (f) ADJ UNCH    2 0
 BY2004
 BY2004.Superseded values are not recommended for survey control.
 BY2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2004.See file dsdata.txt to determine how the superseded data were derived.
 BY2004
 BY2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ606355(NAD 83)
 BY2004_MARKER: DB = BENCH MARK DISK
 BY2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2004_STAMPING: J 978 1947
 BY2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2004+STABILITY: SURFACE MOTION
 BY2004
 BY2004  HISTORY     - Date     Condition        Report By
 BY2004  HISTORY     - 1947     MONUMENTED       CGS
 BY2004
 BY2004                          STATION DESCRIPTION
 BY2004
 BY2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2004'4.2 MI E FROM WELDON.
 BY2004'0.3 MILE SOUTH AND 3.9 MILES EAST ALONG DIRT ROADS FROM THE WELDON
 BY2004'HIGH SCHOOL AT WELDON, 0.65 MILE WEST OF A WOODEN BRIDGE OVER DILLARD
 BY2004'CREEK, AT THE TOP OF A HILL AND IN THE FRONT YARD OF A FARM HOUSE
 BY2004'OWNED BY JOHN SIDES, 82.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BY2004'THE FARM HOUSE, 69.0 FEET EAST OF A POLE BRACED TELEPHONE POLE, 32.0
 BY2004'FEET SOUTH OF THE CENTER OF THE MAIN ROAD, 28.5 FEET EAST OF THE
 BY2004'CENTER OF A PRIVATE DRIVE WAY, 3.5 FEET WEST OF A 1-FOOT PINE TREE
 BY2004'(THE SECOND TREE FROM THE WEST END OF A ROW OF FOUR 1-FOOT PINE
 BY2004'TREES), 2.0 FEET EAST OF A REFERENCE POST, SET IN A CONCRETE POST
 BY2004'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1807 ***********************************************************************
 CS1807  DESIGNATION -  J 98
 CS1807  PID         -  CS1807
 CS1807  STATE/COUNTY-  TX/TARRANT
 CS1807  USGS QUAD   -  KENNEDALE (1981)
 CS1807
 CS1807                         *CURRENT SURVEY CONTROL
 CS1807  ___________________________________________________________________
 CS1807* NAD 83(1986)-  32 43 51.     (N)    097 10 36.     (W)     SCALED    
 CS1807* NAVD 88     -       152.830  (meters)     501.41   (feet)  ADJUSTED  
 CS1807  ___________________________________________________________________
 CS1807  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CS1807  DYNAMIC HT  -         152.652 (meters)     500.83  (feet)  COMP
 CS1807  MODELED GRAV-     979,473.5   (mgal)                       NAVD 88
 CS1807
 CS1807  VERT ORDER  -  FIRST     CLASS II
 CS1807
 CS1807.The horizontal coordinates were scaled from a topographic map and have
 CS1807.an estimated accuracy of +/- 6 seconds.
 CS1807
 CS1807.The orthometric height was determined by differential leveling
 CS1807.and adjusted by the National Geodetic Survey in June 1991..
 CS1807.WARNING-Repeat measurements at this control monument indicate possible
 CS1807.vertical movement.
 CS1807
 CS1807.The geoid height was determined by GEOID03.
 CS1807
 CS1807.The dynamic height is computed by dividing the NAVD 88
 CS1807.geopotential number by the normal gravity value computed on the
 CS1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1807.degrees latitude (g = 980.6199 gals.).
 CS1807
 CS1807.The modeled gravity was interpolated from observed gravity values.
 CS1807
 CS1807;                    North         East    Units  Estimated Accuracy
 CS1807;SPC TXNC     - 2,118,790.      724,030.      MT  (+/- 180 meters Scaled)
 CS1807
 CS1807                          SUPERSEDED SURVEY CONTROL
 CS1807
 CS1807  NGVD 29 (??/??/92)  152.851  (m)          501.48   (f) ADJ UNCH    1 2
 CS1807
 CS1807.Superseded values are not recommended for survey control.
 CS1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1807.See file dsdata.txt to determine how the superseded data were derived.
 CS1807
 CS1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB708229(NAD 83)
 CS1807_MARKER: DB = BENCH MARK DISK
 CS1807_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1807_SP_SET: ABUTMENT
 CS1807_STAMPING: J 98 1951
 CS1807_MARK LOGO: CGS   
 CS1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1807
 CS1807  HISTORY     - Date     Condition        Report By
 CS1807  HISTORY     - 1951     MONUMENTED       CGS
 CS1807  HISTORY     - 1963     GOOD             NGS
 CS1807  HISTORY     - 1986     GOOD             NGS
 CS1807  HISTORY     - 1989     GOOD             USPSQD
 CS1807  HISTORY     - 19960921 GOOD             USPSQD
 CS1807
 CS1807                          STATION DESCRIPTION
 CS1807
 CS1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1807'2.5 MI E FROM HANDLEY.
 CS1807'2.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE POST
 CS1807'OFFICE AT HANDLEY, TARRANT COUNTY, AT STEEL BRIDGE NO. 236.8, IN THE
 CS1807'TOP OF THE NORTH WING WALL OF THE EAST ABUTMENT, 7 FEET NORTH OF THE
 CS1807'NORTH RAIL OF THE NORTH TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF
 CS1807'THE RAIL.  A STANDARD DISK, STAMPED J 98 1951.  NOTE-- THIS BENCH MARK
 CS1807'WAS REACHED FROM THE INTERSECTION OF U. S. HIGHWAY 80 AND HANDLEY
 CS1807'DRIVE IN HANDLEY BY GOING EAST ALONG U. S. HIGHWAY 80 FOR 2.5 MILES,
 CS1807'THENCE WALK ABOUT 200 YARDS SOUTH TO BRIDGE AND THE BENCH MARK.
 CS1807
 CS1807                          STATION RECOVERY (1986)
 CS1807
 CS1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1807'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 CS1807'ARLINGTON, AT THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD AND
 CS1807'VILLAGE CREEK, IN THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A
 CS1807'RAILROAD BRIDGE SPANNING THE CREEK, 2.2 M (7.2 FT) NORTH OF THE NEAR
 CS1807'RAIL, AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE ABUTMENT.
 CS1807'THE MARK IS 0.3 M BELOW THE TRACKS.
 CS1807
 CS1807                          STATION RECOVERY (1989)
 CS1807
 CS1807'RECOVERY NOTE BY US POWER SQUADRON 1989 (CDS)
 CS1807'RECOVERED IN GOOD CONDITION.
 CS1807
 CS1807                          STATION RECOVERY (1996)
 CS1807
 CS1807'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1337 ***********************************************************************
 BL1337  DESIGNATION -  J 980
 BL1337  PID         -  BL1337
 BL1337  STATE/COUNTY-  TX/SAN JACINTO
 BL1337  USGS QUAD   -  BEAR CREEK (1976)
 BL1337
 BL1337                         *CURRENT SURVEY CONTROL
 BL1337  ___________________________________________________________________
 BL1337* NAD 83(1986)-  30 29 28.     (N)    095 11 02.     (W)     SCALED    
 BL1337* NAVD 88     -        65.82   (+/-2cm)     215.9    (feet)  VERTCON   
 BL1337  ___________________________________________________________________
 BL1337  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1337
 BL1337  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1337
 BL1337.The horizontal coordinates were scaled from a topographic map and have
 BL1337.an estimated accuracy of +/- 6 seconds.
 BL1337
 BL1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1337.The vertical order pertains to the NGVD 29 superseded value.
 BL1337
 BL1337.The geoid height was determined by GEOID03.
 BL1337
 BL1337;                    North         East    Units  Estimated Accuracy
 BL1337;SPC TX C     - 3,102,830.    1,194,170.      MT  (+/- 180 meters Scaled)
 BL1337
 BL1337                          SUPERSEDED SURVEY CONTROL
 BL1337
 BL1337  NGVD 29 (??/??/92)   65.824  (m)          215.96   (f) ADJ UNCH    2 0
 BL1337
 BL1337.Superseded values are not recommended for survey control.
 BL1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1337.See file dsdata.txt to determine how the superseded data were derived.
 BL1337
 BL1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP903752(NAD 83)
 BL1337_MARKER: DB = BENCH MARK DISK
 BL1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1337_STAMPING: J 980 1947
 BL1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1337+STABILITY: SURFACE MOTION
 BL1337
 BL1337  HISTORY     - Date     Condition        Report By
 BL1337  HISTORY     - 1947     MONUMENTED       CGS
 BL1337
 BL1337                          STATION DESCRIPTION
 BL1337
 BL1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1337'7.2 MI SE FROM EVERGREEN.
 BL1337'6.3 MILES SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215 FROM THE
 BL1337'POST OFFICE AT EVERGREEN, THENCE 0.7 MILE NORTHEAST ALONG A DIRT ROAD,
 BL1337'THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, 0.1 MILE NORTH OF A WOODEN
 BL1337'BRIDGE, 34.9 FEET SOUTH OF A FENCE CORNER, 29.0 FEET EAST OF AND LEVEL
 BL1337'WITH THE CENTER LINE OF THE ROAD, 14.9 FEET SOUTHWEST OF A TRIANGULAR
 BL1337'BLAZED 12 INCH PINE TREE, 2.5 FEET WEST OF A FENCE, 1.2 FEET NORTH OF
 BL1337'A WITNESS POST, ON THE INSIDE OF A CURVE IN THE ROAD, SET IN THE TOP
 BL1337'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1124 ***********************************************************************
 BL1124  DESIGNATION -  J 981
 BL1124  PID         -  BL1124
 BL1124  STATE/COUNTY-  TX/SAN JACINTO
 BL1124  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1124
 BL1124                         *CURRENT SURVEY CONTROL
 BL1124  ___________________________________________________________________
 BL1124* NAD 83(1986)-  30 39 19.     (N)    095 12 23.     (W)     SCALED    
 BL1124* NAVD 88     -        91.65   (+/-2cm)     300.7    (feet)  VERTCON   
 BL1124  ___________________________________________________________________
 BL1124  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL1124
 BL1124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1124
 BL1124.The horizontal coordinates were scaled from a topographic map and have
 BL1124.an estimated accuracy of +/- 6 seconds.
 BL1124
 BL1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1124.The vertical order pertains to the NGVD 29 superseded value.
 BL1124
 BL1124.The geoid height was determined by GEOID03.
 BL1124
 BL1124;                    North         East    Units  Estimated Accuracy
 BL1124;SPC TX C     - 3,120,910.    1,191,170.      MT  (+/- 180 meters Scaled)
 BL1124
 BL1124                          SUPERSEDED SURVEY CONTROL
 BL1124
 BL1124  NGVD 29 (??/??/92)   91.658  (m)          300.71   (f) ADJ UNCH    2 0
 BL1124
 BL1124.Superseded values are not recommended for survey control.
 BL1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1124.See file dsdata.txt to determine how the superseded data were derived.
 BL1124
 BL1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP885934(NAD 83)
 BL1124_MARKER: DB = BENCH MARK DISK
 BL1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1124_STAMPING: J 981 1947
 BL1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1124+STABILITY: SURFACE MOTION
 BL1124
 BL1124  HISTORY     - Date     Condition        Report By
 BL1124  HISTORY     - 1947     MONUMENTED       CGS
 BL1124
 BL1124                          STATION DESCRIPTION
 BL1124
 BL1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1124'6.7 MI NW FROM COLDSPRING.
 BL1124'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1124'COLDSPRING, THENCE 5.3 MILES NORTHWEST ALONG STATE HIGHWAY 156, THENCE
 BL1124'1.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 96.0 FEET SOUTHEAST OF
 BL1124'THE CENTER LINE OF A WOODS ROAD LEADING NORTHEAST, 43.4 FEET WEST OF A
 BL1124'15 INCH OAK TREE, 38.0 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF
 BL1124'THE ROAD, 29.2 FEET EAST OF A 12 INCH PINE TREE, 1.5 FEET EAST OF A
 BL1124'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL1124'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0816 ***********************************************************************
 BL0816  DESIGNATION -  J 982
 BL0816  PID         -  BL0816
 BL0816  STATE/COUNTY-  TX/WALKER
 BL0816  USGS QUAD   -  PHELPS (1976)
 BL0816
 BL0816                         *CURRENT SURVEY CONTROL
 BL0816  ___________________________________________________________________
 BL0816* NAD 83(1986)-  30 41 35.     (N)    095 25 39.     (W)     SCALED    
 BL0816* NAVD 88     -       131.27   (+/-2cm)     430.7    (feet)  VERTCON   
 BL0816  ___________________________________________________________________
 BL0816  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL0816
 BL0816  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0816
 BL0816.The horizontal coordinates were scaled from a topographic map and have
 BL0816.an estimated accuracy of +/- 6 seconds.
 BL0816
 BL0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0816.The vertical order pertains to the NGVD 29 superseded value.
 BL0816
 BL0816.The geoid height was determined by GEOID03.
 BL0816
 BL0816;                    North         East    Units  Estimated Accuracy
 BL0816;SPC TX C     - 3,124,140.    1,169,820.      MT  (+/- 180 meters Scaled)
 BL0816
 BL0816                          SUPERSEDED SURVEY CONTROL
 BL0816
 BL0816  NGVD 29 (??/??/92)  131.276  (m)          430.69   (f) ADJ UNCH    1 2
 BL0816
 BL0816.Superseded values are not recommended for survey control.
 BL0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0816.See file dsdata.txt to determine how the superseded data were derived.
 BL0816
 BL0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP674981(NAD 83)
 BL0816_MARKER: DB = BENCH MARK DISK
 BL0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0816_STAMPING: J 982 1947
 BL0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0816+STABILITY: SURFACE MOTION
 BL0816
 BL0816  HISTORY     - Date     Condition        Report By
 BL0816  HISTORY     - 1947     MONUMENTED       CGS
 BL0816  HISTORY     - 1960     GOOD             NGS
 BL0816
 BL0816                          STATION DESCRIPTION
 BL0816
 BL0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BL0816'1.1 MI E FROM PHELPS.
 BL0816'ABOUT 1.1 MILES EAST ALONG A GRADED DIRT ROAD FROM THE MISSOURI
 BL0816'PACIFIC RAILROAD STATION AT PHELPS, 30 FEET NORTHWEST OF THE CENTER
 BL0816'LINE OF THE ROAD, 0.2 MILE NORTHEAST OF A FARMHOUSE WHICH IS LOCATED
 BL0816'ON A HILL, 80 FEET WEST AND ACROSS THE ROAD FROM A POWER POLE BEARING
 BL0816'A LINE WHICH CROSSES THE ROAD AT THIS LOCATION, 139 1/2 FEET SOUTHEAST
 BL0816'OF A 15-INCH SILVER MAPLE TREE, 10 1/2 FEET NORTHWEST OF A FENCE, 12
 BL0816'FEET NORTHWEST OF A BRACED TELEPHONE POLE, ABOUT 1 FOOT ABOVE THE
 BL0816'LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BL0816'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1723 ***********************************************************************
 BL1723  DESIGNATION -  J 983
 BL1723  PID         -  BL1723
 BL1723  STATE/COUNTY-  TX/MADISON
 BL1723  USGS QUAD   -  CONNOR (1962)
 BL1723
 BL1723                         *CURRENT SURVEY CONTROL
 BL1723  ___________________________________________________________________
 BL1723* NAD 83(1986)-  30 56 26.     (N)    095 47 32.     (W)     SCALED    
 BL1723* NAVD 88     -        73.92   (+/-2cm)     242.5    (feet)  VERTCON   
 BL1723  ___________________________________________________________________
 BL1723  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BL1723
 BL1723  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1723
 BL1723.The horizontal coordinates were scaled from a topographic map and have
 BL1723.an estimated accuracy of +/- 6 seconds.
 BL1723
 BL1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1723.The vertical order pertains to the NGVD 29 superseded value.
 BL1723
 BL1723.The geoid height was determined by GEOID03.
 BL1723
 BL1723;                    North         East    Units  Estimated Accuracy
 BL1723;SPC TX C     - 3,150,070.    1,133,790.      MT  (+/- 180 meters Scaled)
 BL1723
 BL1723                          SUPERSEDED SURVEY CONTROL
 BL1723
 BL1723  NGVD 29 (??/??/92)   73.915  (m)          242.50   (f) ADJ UNCH    2 0
 BL1723
 BL1723.Superseded values are not recommended for survey control.
 BL1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1723.See file dsdata.txt to determine how the superseded data were derived.
 BL1723
 BL1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ332263(NAD 83)
 BL1723_MARKER: DB = BENCH MARK DISK
 BL1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1723_STAMPING: J 983 1947
 BL1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1723+STABILITY: SURFACE MOTION
 BL1723
 BL1723  HISTORY     - Date     Condition        Report By
 BL1723  HISTORY     - 1947     MONUMENTED       CGS
 BL1723
 BL1723                          STATION DESCRIPTION
 BL1723
 BL1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1723'9.0 MI E FROM MADISONVILLE.
 BL1723'TO REACH FROM THE MADISONVILLE HIGH SCHOOL AT MADISONVILLE, PROCEED
 BL1723'6.4 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75, THENCE 2.6 MILES EAST
 BL1723'AND NORTH ALONG A DIRT ROAD, BENCH MARK IS AT THE NORTHEAST CORNER OF
 BL1723'AN OLD FIELD, 0.2 MILE SOUTH OF A CURVE IN THE ROAD, 25.0 FEET WEST OF
 BL1723'THE CENTER OF THE ROAD, 15.0 FEET SOUTH OF A FENCE CORNER POST, 5.0
 BL1723'FEET WEST OF THE WEST RIGHT OF WAY FENCE, 3.7 FEET NORTH OF A
 BL1723'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 BL1723'ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1744 ***********************************************************************
 BL1744  DESIGNATION -  J 984
 BL1744  PID         -  BL1744
 BL1744  STATE/COUNTY-  TX/WALKER
 BL1744  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1744
 BL1744                         *CURRENT SURVEY CONTROL
 BL1744  ___________________________________________________________________
 BL1744* NAD 83(1986)-  30 53 11.     (N)    095 34 23.     (W)     SCALED    
 BL1744* NAVD 88     -        67.97   (+/-2cm)     223.0    (feet)  VERTCON   
 BL1744  ___________________________________________________________________
 BL1744  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BL1744
 BL1744  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1744
 BL1744.The horizontal coordinates were scaled from a topographic map and have
 BL1744.an estimated accuracy of +/- 6 seconds.
 BL1744
 BL1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1744.The vertical order pertains to the NGVD 29 superseded value.
 BL1744
 BL1744.The geoid height was determined by GEOID03.
 BL1744
 BL1744;                    North         East    Units  Estimated Accuracy
 BL1744;SPC TX C     - 3,144,950.    1,154,970.      MT  (+/- 180 meters Scaled)
 BL1744
 BL1744                          SUPERSEDED SURVEY CONTROL
 BL1744
 BL1744  NGVD 29 (??/??/92)   67.971  (m)          223.00   (f) ADJ UNCH    2 0
 BL1744
 BL1744.Superseded values are not recommended for survey control.
 BL1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1744.See file dsdata.txt to determine how the superseded data were derived.
 BL1744
 BL1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ540198(NAD 83)
 BL1744_MARKER: DB = BENCH MARK DISK
 BL1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1744_STAMPING: J 984 1947
 BL1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1744+STABILITY: SURFACE MOTION
 BL1744
 BL1744  HISTORY     - Date     Condition        Report By
 BL1744  HISTORY     - 1947     MONUMENTED       CGS
 BL1744  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1744
 BL1744                          STATION DESCRIPTION
 BL1744
 BL1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1744'14.9 MI N FROM HUNTSVILLE.
 BL1744'10.1 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1744'AT HUNTSVILLE, THENCE 0.3 MILE NORTH ALONG AN OLD DIRT ROAD, THENCE
 BL1744'3.5 MILES NORTHEAST ALONG AN OLD DIRT ROAD, THENCE 1.0 MILE NORTH
 BL1744'ALONG AN OLD DIRT ROAD, AT THE TOP OF A SMALL KNOLL, AT THE SOUTH END
 BL1744'OF A SHARP CURVE IN THE ROAD, 18 FEET WEST OF THE CENTER LINE OF THE
 BL1744'ROAD, 3 FEET WEST OF A 4X4 MARKER POST, SET IN THE TOP OF A CONCRETE
 BL1744'POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BL1744
 BL1744                          STATION RECOVERY (1996)
 BL1744
 BL1744'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1045 ***********************************************************************
 BL1045  DESIGNATION -  J 985
 BL1045  PID         -  BL1045
 BL1045  STATE/COUNTY-  TX/SAN JACINTO
 BL1045  USGS QUAD   -  MAYNARD (1997)
 BL1045
 BL1045                         *CURRENT SURVEY CONTROL
 BL1045  ___________________________________________________________________
 BL1045* NAD 83(1986)-  30 33 05.     (N)    095 16 18.     (W)     SCALED    
 BL1045* NAVD 88     -        75.27   (+/-2cm)     246.9    (feet)  VERTCON   
 BL1045  ___________________________________________________________________
 BL1045  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL1045
 BL1045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1045
 BL1045.The horizontal coordinates were scaled from a topographic map and have
 BL1045.an estimated accuracy of +/- 6 seconds.
 BL1045
 BL1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1045.The vertical order pertains to the NGVD 29 superseded value.
 BL1045
 BL1045.The geoid height was determined by GEOID03.
 BL1045
 BL1045;                    North         East    Units  Estimated Accuracy
 BL1045;SPC TX C     - 3,109,120.    1,185,450.      MT  (+/- 180 meters Scaled)
 BL1045
 BL1045                          SUPERSEDED SURVEY CONTROL
 BL1045
 BL1045  NGVD 29 (??/??/92)   75.278  (m)          246.97   (f) ADJ UNCH    2 0
 BL1045
 BL1045.Superseded values are not recommended for survey control.
 BL1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1045.See file dsdata.txt to determine how the superseded data were derived.
 BL1045
 BL1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP820820(NAD 83)
 BL1045_MARKER: DB = BENCH MARK DISK
 BL1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1045_STAMPING: J 985 1947
 BL1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1045+STABILITY: SURFACE MOTION
 BL1045
 BL1045  HISTORY     - Date     Condition        Report By
 BL1045  HISTORY     - 1947     MONUMENTED       CGS
 BL1045
 BL1045                          STATION DESCRIPTION
 BL1045
 BL1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1045'2.1 MI SW FROM EVERGREEN.
 BL1045'2.1 MILES SOUTHWEST ALONG TEXAS STATE HIGHWAY 150 FROM THE POST OFFICE
 BL1045'AT EVERGREEN, 75.0 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 BL1045'ENTRANCE, 72.0 FEET EAST NORTHEAST OF THE EAST END OF A CONCRETE TILE
 BL1045'CULVERT AT A PRIVATE ROAD ENTRANCE, 48.0 FEET NORTH OF AND 2 FEET
 BL1045'LOWER THAN THE CENTER LINE OF THE HIGHWAY, 21.0 FEET WEST OF A
 BL1045'TELEPHONE POLE, 2.5 FEET SOUTH OF A FENCE, 2.4 FEET WEST OF A 4X4
 BL1045'MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 BL1045'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1059 ***********************************************************************
 BL1059  DESIGNATION -  J 986
 BL1059  PID         -  BL1059
 BL1059  STATE/COUNTY-  TX/SAN JACINTO
 BL1059  USGS QUAD   -  CAMILLA (1997)
 BL1059
 BL1059                         *CURRENT SURVEY CONTROL
 BL1059  ___________________________________________________________________
 BL1059* NAD 83(1986)-  30 36 17.     (N)    095 07 15.     (W)     SCALED    
 BL1059* NAVD 88     -        87.08   (+/-2cm)     285.7    (feet)  VERTCON   
 BL1059  ___________________________________________________________________
 BL1059  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BL1059
 BL1059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1059
 BL1059.The horizontal coordinates were scaled from a topographic map and have
 BL1059.an estimated accuracy of +/- 6 seconds.
 BL1059
 BL1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1059.The vertical order pertains to the NGVD 29 superseded value.
 BL1059
 BL1059.The geoid height was determined by GEOID03.
 BL1059
 BL1059;                    North         East    Units  Estimated Accuracy
 BL1059;SPC TX C     - 3,115,700.    1,199,630.      MT  (+/- 180 meters Scaled)
 BL1059
 BL1059                          SUPERSEDED SURVEY CONTROL
 BL1059
 BL1059  NGVD 29 (??/??/92)   87.089  (m)          285.72   (f) ADJ UNCH    2 0
 BL1059
 BL1059.Superseded values are not recommended for survey control.
 BL1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1059.See file dsdata.txt to determine how the superseded data were derived.
 BL1059
 BL1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP966877(NAD 83)
 BL1059_MARKER: DB = BENCH MARK DISK
 BL1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1059_STAMPING: J 986 1947
 BL1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1059+STABILITY: SURFACE MOTION
 BL1059
 BL1059  HISTORY     - Date     Condition        Report By
 BL1059  HISTORY     - 1947     MONUMENTED       CGS
 BL1059
 BL1059                          STATION DESCRIPTION
 BL1059
 BL1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1059'1.1 MI N FROM COLDSPRING.
 BL1059'1.1 MILE EAST ALONG FARM ROAD 1314 FROM THE COURTHOUSE AT COLDSPRING,
 BL1059'34.7 FEET WEST OF A 10-INCH PINE TREE, 25 FEET EAST OF AND LEVEL WITH
 BL1059'THE CENTERLINE OF THE ROAD, 4.6 FEET SOUTHEAST OF A FENCE CORNER, 1.0
 BL1059'FOOT SOUTH OF A FENCE 1.0 FOOT WEST OF A WITNESS POST, SET IN THE TOP
 BL1059'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1775 ***********************************************************************
 BL1775  DESIGNATION -  J 987
 BL1775  PID         -  BL1775
 BL1775  STATE/COUNTY-  TX/WALKER
 BL1775  USGS QUAD   -  PINE PRAIRIE (1997)
 BL1775
 BL1775                         *CURRENT SURVEY CONTROL
 BL1775  ___________________________________________________________________
 BL1775* NAD 83(1986)-  30 49 04.     (N)    095 32 23.     (W)     SCALED    
 BL1775* NAVD 88     -        67.68   (+/-2cm)     222.0    (feet)  VERTCON   
 BL1775  ___________________________________________________________________
 BL1775  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BL1775
 BL1775  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1775
 BL1775.The horizontal coordinates were scaled from a topographic map and have
 BL1775.an estimated accuracy of +/- 6 seconds.
 BL1775
 BL1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1775.The vertical order pertains to the NGVD 29 superseded value.
 BL1775
 BL1775.The geoid height was determined by GEOID03.
 BL1775
 BL1775;                    North         East    Units  Estimated Accuracy
 BL1775;SPC TX C     - 3,137,490.    1,158,490.      MT  (+/- 180 meters Scaled)
 BL1775
 BL1775                          SUPERSEDED SURVEY CONTROL
 BL1775
 BL1775  NGVD 29 (??/??/92)   67.687  (m)          222.07   (f) ADJ UNCH    2 0
 BL1775
 BL1775.Superseded values are not recommended for survey control.
 BL1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1775.See file dsdata.txt to determine how the superseded data were derived.
 BL1775
 BL1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ570121(NAD 83)
 BL1775_MARKER: DB = BENCH MARK DISK
 BL1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1775_STAMPING: J 987 1947
 BL1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1775+STABILITY: SURFACE MOTION
 BL1775
 BL1775  HISTORY     - Date     Condition        Report By
 BL1775  HISTORY     - 1947     MONUMENTED       CGS
 BL1775  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1775
 BL1775                          STATION DESCRIPTION
 BL1775
 BL1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1775'7.5 MI N FROM HUNTSVILLE.
 BL1775'1.8 MILES NORTH ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL AT
 BL1775'HUNTSVILLE, THENCE 4.8 MILES NORTH ALONG A GRAVEL AND DIRT ROAD,
 BL1775'THENCE 0.9 MILE WEST ALONG AN OLD ABANDONED DIRT ROAD, 0.1 MILE WEST
 BL1775'OF BALDWIN CREEK, 0.1 MILE EAST OF A FARM HOUSE, AT THE JUNCTION WITH
 BL1775'A PRIVATE ROAD LEADING SOUTH, 34 FEET EAST OF THE CENTER LINE OF THE
 BL1775'PRIVATE ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE OLD ABANDONED
 BL1775'ROAD, 2 FEET EAST OF A 4X4 MARKER POST, 2 FEET ABOVE THE ROAD, SET IN
 BL1775'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 BL1775
 BL1775                          STATION RECOVERY (1996)
 BL1775
 BL1775'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1932 ***********************************************************************
 BY1932  DESIGNATION -  J 988
 BY1932  PID         -  BY1932
 BY1932  STATE/COUNTY-  TX/HOUSTON
 BY1932  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1932
 BY1932                         *CURRENT SURVEY CONTROL
 BY1932  ___________________________________________________________________
 BY1932* NAD 83(1986)-  31 16 34.     (N)    095 31 09.     (W)     SCALED    
 BY1932* NAVD 88     -       107.31   (+/-2cm)     352.1    (feet)  VERTCON   
 BY1932  ___________________________________________________________________
 BY1932  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1932
 BY1932  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1932
 BY1932.The horizontal coordinates were scaled from a topographic map and have
 BY1932.an estimated accuracy of +/- 6 seconds.
 BY1932
 BY1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1932.The vertical order pertains to the NGVD 29 superseded value.
 BY1932
 BY1932.The geoid height was determined by GEOID03.
 BY1932
 BY1932;                    North         East    Units  Estimated Accuracy
 BY1932;SPC TX C     - 3,188,330.    1,158,250.      MT  (+/- 180 meters Scaled)
 BY1932
 BY1932                          SUPERSEDED SURVEY CONTROL
 BY1932
 BY1932  NGVD 29 (??/??/92)  107.303  (m)          352.04   (f) ADJ UNCH    2 0
 BY1932
 BY1932.Superseded values are not recommended for survey control.
 BY1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1932.See file dsdata.txt to determine how the superseded data were derived.
 BY1932
 BY1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ601629(NAD 83)
 BY1932_MARKER: DB = BENCH MARK DISK
 BY1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1932_STAMPING: J 988 1947
 BY1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1932+STABILITY: SURFACE MOTION
 BY1932
 BY1932  HISTORY     - Date     Condition        Report By
 BY1932  HISTORY     - 1947     MONUMENTED       CGS
 BY1932
 BY1932                          STATION DESCRIPTION
 BY1932
 BY1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1932'4.95 MI SW FROM CROCKETT.
 BY1932'4.95 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 21 FROM THE COURT HOUSE
 BY1932'AT CROCKETT, 0.2 MILE SOUTHWEST OF THE TOP OF A PROMINENT HILL, AT THE
 BY1932'JUNCTION OF A PRIVATE ROAD LEADING SOUTHEAST PAST AN OLD HOMESTEAD
 BY1932'SITE AND INTO AN OPEN GRASS PASTURE, 67 FEET SOUTHEAST OF THE CENTER
 BY1932'LINE OF THE HIGHWAY, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BY1932'PRIVATE ROAD, 11 FEET NORTHEAST OF A POWER LINE POLE, 8 FEET SOUTHEAST
 BY1932'OF THE SOUTHEAST RIGHT OF WAY FENCE, 2 FEET SOUTHWEST OF A 4X4 MARKER
 BY1932'POST, SET IN A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0427 ***********************************************************************
 BZ0427  DESIGNATION -  J 989
 BZ0427  PID         -  BZ0427
 BZ0427  STATE/COUNTY-  TX/LEON
 BZ0427  USGS QUAD   -  NORMANGEE (1982)
 BZ0427
 BZ0427                         *CURRENT SURVEY CONTROL
 BZ0427  ___________________________________________________________________
 BZ0427* NAD 83(1986)-  31 06 57.     (N)    096 07 20.     (W)     SCALED    
 BZ0427* NAVD 88     -       144.59   (+/-2cm)     474.4    (feet)  VERTCON   
 BZ0427  ___________________________________________________________________
 BZ0427  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BZ0427
 BZ0427  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0427
 BZ0427.The horizontal coordinates were scaled from a topographic map and have
 BZ0427.an estimated accuracy of +/- 6 seconds.
 BZ0427
 BZ0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0427.The vertical order pertains to the NGVD 29 superseded value.
 BZ0427
 BZ0427.The geoid height was determined by GEOID03.
 BZ0427
 BZ0427;                    North         East    Units  Estimated Accuracy
 BZ0427;SPC TX C     - 3,168,250.    1,101,550.      MT  (+/- 180 meters Scaled)
 BZ0427
 BZ0427                          SUPERSEDED SURVEY CONTROL
 BZ0427
 BZ0427  NGVD 29 (??/??/92)  144.565  (m)          474.29   (f) ADJ UNCH    2 0
 BZ0427
 BZ0427.Superseded values are not recommended for survey control.
 BZ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0427.See file dsdata.txt to determine how the superseded data were derived.
 BZ0427
 BZ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV744460(NAD 83)
 BZ0427_MARKER: DB = BENCH MARK DISK
 BZ0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0427_STAMPING: J 989 1947
 BZ0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0427+STABILITY: SURFACE MOTION
 BZ0427
 BZ0427  HISTORY     - Date     Condition        Report By
 BZ0427  HISTORY     - 1947     MONUMENTED       CGS
 BZ0427
 BZ0427                          STATION DESCRIPTION
 BZ0427
 BZ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0427'2.4 MI S FROM FLYNN.
 BZ0427'ABOUT 2.4 MILES SOUTH ALONG THE BURLINGTON ROCK ISLAND RAILROAD FROM
 BZ0427'THE STATION AT FLYNN, ABOUT 62 YARDS WEST OF THE THIRD POLE SOUTH OF
 BZ0427'MILE POST 166, 49.0 FEET EAST OF AND ABOUT 2.0 FEET LOWER THAN THE
 BZ0427'CENTER LINE OF AN ASPHALT ROAD PARALLELING THE TRACK, 13.0 FEET
 BZ0427'SOUTHEAST OF A TWENTY INCH OAK TREE, 1.5 FEET WEST OF A FENCE AND 1.0
 BZ0427'FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET
 BZ0427'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 BZ0427'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0124 ***********************************************************************
 BL0124  DESIGNATION -  J 99
 BL0124  PID         -  BL0124
 BL0124  STATE/COUNTY-  TX/JASPER
 BL0124  USGS QUAD   -  PACE HILL (1984)
 BL0124
 BL0124                         *CURRENT SURVEY CONTROL
 BL0124  ___________________________________________________________________
 BL0124* NAD 83(1986)-  30 59 29.     (N)    094 11 41.     (W)     SCALED    
 BL0124* NAVD 88     -        37.87   (+/-2cm)     124.2    (feet)  VERTCON   
 BL0124  ___________________________________________________________________
 BL0124  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BL0124
 BL0124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0124
 BL0124.The horizontal coordinates were scaled from a topographic map and have
 BL0124.an estimated accuracy of +/- 6 seconds.
 BL0124
 BL0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0124.The vertical order pertains to the NGVD 29 superseded value.
 BL0124
 BL0124.The geoid height was determined by GEOID03.
 BL0124
 BL0124;                    North         East    Units  Estimated Accuracy
 BL0124;SPC TX C     - 3,163,020.    1,285,950.      MT  (+/- 180 meters Scaled)
 BL0124
 BL0124                          SUPERSEDED SURVEY CONTROL
 BL0124
 BL0124  NGVD 29 (??/??/92)   37.876  (m)          124.26   (f) ADJ UNCH    2 0
 BL0124
 BL0124.Superseded values are not recommended for survey control.
 BL0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0124.See file dsdata.txt to determine how the superseded data were derived.
 BL0124
 BL0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ859292(NAD 83)
 BL0124_MARKER: DB = BENCH MARK DISK
 BL0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0124_STAMPING: J 99 1952
 BL0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0124+STABILITY: SURFACE MOTION
 BL0124
 BL0124  HISTORY     - Date     Condition        Report By
 BL0124  HISTORY     - 1952     MONUMENTED       CGS
 BL0124  HISTORY     - 1978     MARK NOT FOUND   USGS
 BL0124
 BL0124                          STATION DESCRIPTION
 BL0124
 BL0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0124'15.25 MI NW FROM JASPER.
 BL0124'14.25 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BL0124'JASPER, THENCE 1.0 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, AT A
 BL0124'JUNCTION WITH A GRADED DIRT ROAD LEADING SOUTH, 46 FEET SOUTHEAST OF
 BL0124'THE CENTER LINE OF A NORTHEAST AND SOUTHWEST ROAD, 44 FEET SOUTHWEST
 BL0124'OF THE CENTER LINE OF THE DIRT ROAD LEADING SOUTH, 1.2 FEET SOUTH OF A
 BL0124'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 BL0124'FOOT ABOVE THE GROUND.
 BL0124
 BL0124                          STATION RECOVERY (1978)
 BL0124
 BL0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0944 ***********************************************************************
 CR0944  DESIGNATION -  J 990
 CR0944  PID         -  CR0944
 CR0944  STATE/COUNTY-  TX/VAN ZANDT
 CR0944  USGS QUAD   -  GRAND SALINE (1981)
 CR0944
 CR0944                         *CURRENT SURVEY CONTROL
 CR0944  ___________________________________________________________________
 CR0944* NAD 83(1986)-  32 37 52.     (N)    095 41 59.     (W)     SCALED    
 CR0944* NAVD 88     -       140.913  (meters)     462.31   (feet)  ADJUSTED  
 CR0944  ___________________________________________________________________
 CR0944  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0944  DYNAMIC HT  -         140.753 (meters)     461.79  (feet)  COMP
 CR0944  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 CR0944
 CR0944  VERT ORDER  -  SECOND    CLASS 0
 CR0944
 CR0944.The horizontal coordinates were scaled from a topographic map and have
 CR0944.an estimated accuracy of +/- 6 seconds.
 CR0944
 CR0944.The orthometric height was determined by differential leveling
 CR0944.and adjusted by the National Geodetic Survey in June 1991..
 CR0944
 CR0944.The geoid height was determined by GEOID03.
 CR0944
 CR0944.The dynamic height is computed by dividing the NAVD 88
 CR0944.geopotential number by the normal gravity value computed on the
 CR0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0944.degrees latitude (g = 980.6199 gals.).
 CR0944
 CR0944.The modeled gravity was interpolated from observed gravity values.
 CR0944
 CR0944;                    North         East    Units  Estimated Accuracy
 CR0944;SPC TXNC     - 2,110,450.      862,720.      MT  (+/- 180 meters Scaled)
 CR0944
 CR0944                          SUPERSEDED SURVEY CONTROL
 CR0944
 CR0944  NGVD 29 (??/??/92)  140.932  (m)          462.37   (f) ADJ UNCH    2 0
 CR0944
 CR0944.Superseded values are not recommended for survey control.
 CR0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0944.See file dsdata.txt to determine how the superseded data were derived.
 CR0944
 CR0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS467136(NAD 83)
 CR0944_MARKER: DB = BENCH MARK DISK
 CR0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0944_STAMPING: J 990 1948
 CR0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0944+STABILITY: SURFACE MOTION
 CR0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0944+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 CR0944
 CR0944  HISTORY     - Date     Condition        Report By
 CR0944  HISTORY     - 1948     MONUMENTED       CGS
 CR0944  HISTORY     - 19950901 GOOD             USPSQD
 CR0944  HISTORY     - 20040608 GOOD             USPSQD
 CR0944
 CR0944                          STATION DESCRIPTION
 CR0944
 CR0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0944'3.2 MI S FROM GRAND SALINE.
 CR0944'3.2 MILES SOUTH ALONG STATE HIGHWAY 110 FROM THE TEXAS AND PACIFIC
 CR0944'RAILWAY STATION AT GRAND SALINE, 75 YARDS (PACED) NORTHWEST OF THE
 CR0944'CREST OF A HILL, 134.6 FEET WEST OF THE WEST CORNER OF THE RESIDENCE
 CR0944'OF C. J. KOONCE, 49.3 FEET NORTHEAST OF THE CENTER LINE OF THE
 CR0944'HIGHWAY, 11.9 FEET NORTHWEST OF A 24-INCH OAK TREE, 3.6 FEET SOUTHEAST
 CR0944'OF A REFERENCE POST, 1.5 FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF
 CR0944'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0944
 CR0944                          STATION RECOVERY (1995)
 CR0944
 CR0944'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0944'RECOVERED IN GOOD CONDITION.
 CR0944
 CR0944                          STATION RECOVERY (2004)
 CR0944
 CR0944'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0904 ***********************************************************************
 CR0904  DESIGNATION -  J 991
 CR0904  PID         -  CR0904
 CR0904  STATE/COUNTY-  TX/SMITH
 CR0904  USGS QUAD   -  VAN LAKE (1981)
 CR0904
 CR0904                         *CURRENT SURVEY CONTROL
 CR0904  ___________________________________________________________________
 CR0904* NAD 83(1986)-  32 32 27.     (N)    095 32 40.     (W)     SCALED    
 CR0904* NAVD 88     -       172.641  (meters)     566.41   (feet)  ADJUSTED  
 CR0904  ___________________________________________________________________
 CR0904  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CR0904  DYNAMIC HT  -         172.442 (meters)     565.75  (feet)  COMP
 CR0904  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 CR0904
 CR0904  VERT ORDER  -  SECOND    CLASS 0
 CR0904
 CR0904.The horizontal coordinates were scaled from a topographic map and have
 CR0904.an estimated accuracy of +/- 6 seconds.
 CR0904
 CR0904.The orthometric height was determined by differential leveling
 CR0904.and adjusted by the National Geodetic Survey in June 1991..
 CR0904
 CR0904.The geoid height was determined by GEOID03.
 CR0904
 CR0904.The dynamic height is computed by dividing the NAVD 88
 CR0904.geopotential number by the normal gravity value computed on the
 CR0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0904.degrees latitude (g = 980.6199 gals.).
 CR0904
 CR0904.The modeled gravity was interpolated from observed gravity values.
 CR0904
 CR0904;                    North         East    Units  Estimated Accuracy
 CR0904;SPC TXNC     - 2,100,840.      877,570.      MT  (+/- 180 meters Scaled)
 CR0904
 CR0904                          SUPERSEDED SURVEY CONTROL
 CR0904
 CR0904  NGVD 29 (??/??/92)  172.661  (m)          566.47   (f) ADJ UNCH    2 0
 CR0904
 CR0904.Superseded values are not recommended for survey control.
 CR0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0904.See file dsdata.txt to determine how the superseded data were derived.
 CR0904
 CR0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS610032(NAD 83)
 CR0904_MARKER: DB = BENCH MARK DISK
 CR0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0904_STAMPING: J 991 1948
 CR0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0904+STABILITY: SURFACE MOTION
 CR0904
 CR0904  HISTORY     - Date     Condition        Report By
 CR0904  HISTORY     - 1948     MONUMENTED       CGS
 CR0904  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0904  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0904
 CR0904                          STATION DESCRIPTION
 CR0904
 CR0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0904'1.05 MI N FROM GARDEN VALLEY.
 CR0904'1.05 MILES NORTH ALONG THE GARDEN VALLEY-JAMESTOWN HIGHWAY FROM THE
 CR0904'POST OFFICE AT GARDEN VALLEY, 83 YARDS (PACED) NORTH OF A CONCRETE
 CR0904'CULVERT, 130.0 FEET SOUTHEAST OF THE CENTER OF AN OPEN TOP WELL, 59.5
 CR0904'FEET EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FARMHOUSE, 42.0
 CR0904'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT NORTHEAST OF A
 CR0904'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 CR0904'GROUND.
 CR0904
 CR0904                          STATION RECOVERY (1996)
 CR0904
 CR0904'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0904'MARK NOT FOUND.
 CR0904
 CR0904                          STATION RECOVERY (2004)
 CR0904
 CR0904'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0709 ***********************************************************************
 CR0709  DESIGNATION -  J 992
 CR0709  PID         -  CR0709
 CR0709  STATE/COUNTY-  TX/HENDERSON
 CR0709  USGS QUAD   -  MURCHISON EAST (1984)
 CR0709
 CR0709                         *CURRENT SURVEY CONTROL
 CR0709  ___________________________________________________________________
 CR0709* NAD 83(1986)-  32 20 11.     (N)    095 40 24.     (W)     SCALED    
 CR0709* NAVD 88     -       153.544  (meters)     503.75   (feet)  ADJUSTED  
 CR0709  ___________________________________________________________________
 CR0709  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 CR0709  DYNAMIC HT  -         153.365 (meters)     503.17  (feet)  COMP
 CR0709  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 CR0709
 CR0709  VERT ORDER  -  SECOND    CLASS 0
 CR0709
 CR0709.The horizontal coordinates were scaled from a topographic map and have
 CR0709.an estimated accuracy of +/- 6 seconds.
 CR0709
 CR0709.The orthometric height was determined by differential leveling
 CR0709.and adjusted by the National Geodetic Survey in June 1991..
 CR0709
 CR0709.The geoid height was determined by GEOID03.
 CR0709
 CR0709.The dynamic height is computed by dividing the NAVD 88
 CR0709.geopotential number by the normal gravity value computed on the
 CR0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0709.degrees latitude (g = 980.6199 gals.).
 CR0709
 CR0709.The modeled gravity was interpolated from observed gravity values.
 CR0709
 CR0709;                    North         East    Units  Estimated Accuracy
 CR0709;SPC TXNC     - 2,077,850.      866,080.      MT  (+/- 180 meters Scaled)
 CR0709
 CR0709                          SUPERSEDED SURVEY CONTROL
 CR0709
 CR0709  NGVD 29 (??/??/92)  153.563  (m)          503.81   (f) ADJ UNCH    2 0
 CR0709
 CR0709.Superseded values are not recommended for survey control.
 CR0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0709.See file dsdata.txt to determine how the superseded data were derived.
 CR0709
 CR0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR483808(NAD 83)
 CR0709_MARKER: DB = BENCH MARK DISK
 CR0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0709_STAMPING: J 992 1948
 CR0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0709+STABILITY: SURFACE MOTION
 CR0709
 CR0709  HISTORY     - Date     Condition        Report By
 CR0709  HISTORY     - 1948     MONUMENTED       CGS
 CR0709  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0709
 CR0709                          STATION DESCRIPTION
 CR0709
 CR0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0709'2.9 MI N FROM OPELIKA.
 CR0709'2.9 MILES NORTH ALONG THE OPELIKA-PINE BLUFF SCHOOL ROAD FROM THE
 CR0709'BAPTIST CHURCH AT OPELIKA, 95 YARDS (PACED) SOUTH OF THE CENTER OF A
 CR0709'SHARP CURVE, 60 YARDS (PACED) NORTH OF THE CREST OF A HILL, 56.0 FEET
 CR0709'EAST OF THE CENTER LINE OF THE ROAD, 13.5 FEET NORTH OF THE CENTER
 CR0709'LINE OF A TRAIL LEADING EAST, 9.2 FEET EAST OF A 24-INCH OAK TREE, 1.5
 CR0709'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 CR0709'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CR0709
 CR0709                          STATION RECOVERY (2004)
 CR0709
 CR0709'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0665 ***********************************************************************
 CR0665  DESIGNATION -  J 993
 CR0665  PID         -  CR0665
 CR0665  STATE/COUNTY-  TX/VAN ZANDT
 CR0665  USGS QUAD   -  MARTINS MILL (1984)
 CR0665
 CR0665                         *CURRENT SURVEY CONTROL
 CR0665  ___________________________________________________________________
 CR0665* NAD 83(1986)-  32 23 52.     (N)    095 51 05.     (W)     SCALED    
 CR0665* NAVD 88     -       147.762  (meters)     484.78   (feet)  ADJUSTED  
 CR0665  ___________________________________________________________________
 CR0665  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CR0665  DYNAMIC HT  -         147.592 (meters)     484.22  (feet)  COMP
 CR0665  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 CR0665
 CR0665  VERT ORDER  -  SECOND    CLASS 0
 CR0665
 CR0665.The horizontal coordinates were scaled from a topographic map and have
 CR0665.an estimated accuracy of +/- 6 seconds.
 CR0665
 CR0665.The orthometric height was determined by differential leveling
 CR0665.and adjusted by the National Geodetic Survey in June 1991..
 CR0665
 CR0665.The geoid height was determined by GEOID03.
 CR0665
 CR0665.The dynamic height is computed by dividing the NAVD 88
 CR0665.geopotential number by the normal gravity value computed on the
 CR0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0665.degrees latitude (g = 980.6199 gals.).
 CR0665
 CR0665.The modeled gravity was interpolated from observed gravity values.
 CR0665
 CR0665;                    North         East    Units  Estimated Accuracy
 CR0665;SPC TXNC     - 2,084,220.      849,150.      MT  (+/- 180 meters Scaled)
 CR0665
 CR0665                          SUPERSEDED SURVEY CONTROL
 CR0665
 CR0665  NGVD 29 (??/??/92)  147.773  (m)          484.82   (f) ADJ UNCH    2 0
 CR0665
 CR0665.Superseded values are not recommended for survey control.
 CR0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0665.See file dsdata.txt to determine how the superseded data were derived.
 CR0665
 CR0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR317881(NAD 83)
 CR0665_MARKER: DB = BENCH MARK DISK
 CR0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0665_STAMPING: J 993 1948
 CR0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0665+STABILITY: SURFACE MOTION
 CR0665
 CR0665  HISTORY     - Date     Condition        Report By
 CR0665  HISTORY     - 1948     MONUMENTED       CGS
 CR0665  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 CR0665
 CR0665                          STATION DESCRIPTION
 CR0665
 CR0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0665'10.85 MI S FROM CANTON.
 CR0665'10.85 MILES SOUTH ALONG STATE HIGHWAY 19 FROM THE INTERSECTION OF
 CR0665'STATE HIGHWAY 64 AT CANTON, AT AN INTERSECTION WITH A GRAVELED ROAD
 CR0665'LEADING WEST AND A DIRT ROAD LEADING EAST, 103.0 FEET SOUTH OF THE
 CR0665'CENTER LINE OF A GRAVELED ROAD, 64.4 FEET SOUTH OF THE SOUTHEAST
 CR0665'CORNER OF A WORKS PROGRESS ADMINISTRATION MONUMENT, 58.0 FEET WEST OF
 CR0665'THE CENTER LINE OF THE HIGHWAY, 1.6 FEET NORTH OF A REFERENCE POST,
 CR0665'1.4 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CR0665'0.5 FOOT ABOVE THE GROUND.
 CR0665
 CR0665                          STATION RECOVERY (1995)
 CR0665
 CR0665'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0686 ***********************************************************************
 CR0686  DESIGNATION -  J 994 RESET 1967
 CR0686  PID         -  CR0686
 CR0686  STATE/COUNTY-  TX/HENDERSON
 CR0686  USGS QUAD   -  ATHENS (1984)
 CR0686
 CR0686                         *CURRENT SURVEY CONTROL
 CR0686  ___________________________________________________________________
 CR0686* NAD 83(1986)-  32 14 56.     (N)    095 51 06.     (W)     SCALED    
 CR0686* NAVD 88     -       123.25   (+/-2cm)     404.4    (feet)  VERTCON   
 CR0686  ___________________________________________________________________
 CR0686  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0686
 CR0686  VERT ORDER  -  THIRD (See Below)
 CR0686
 CR0686.The horizontal coordinates were scaled from a topographic map and have
 CR0686.an estimated accuracy of +/- 6 seconds.
 CR0686
 CR0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0686.The vertical order pertains to the NGVD 29 superseded value.
 CR0686
 CR0686.The geoid height was determined by GEOID03.
 CR0686
 CR0686;                    North         East    Units  Estimated Accuracy
 CR0686;SPC TXNC     - 2,067,710.      849,540.      MT  (+/- 180 meters Scaled)
 CR0686
 CR0686                          SUPERSEDED SURVEY CONTROL
 CR0686
 CR0686  NGVD 29 (01/29/03)  123.26   (m)          404.4    (f) RESET       3  
 CR0686
 CR0686.Superseded values are not recommended for survey control.
 CR0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0686.See file dsdata.txt to determine how the superseded data were derived.
 CR0686
 CR0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR313715(NAD 83)
 CR0686_MARKER: DB = BENCH MARK DISK
 CR0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0686_SP_SET: BRIDGE
 CR0686_STAMPING: J 994 RESET 1967
 CR0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0686
 CR0686  HISTORY     - Date     Condition        Report By
 CR0686  HISTORY     - 1967     MONUMENTED       TXHD
 CR0686  HISTORY     - 1968     GOOD             TXHD
 CR0686  HISTORY     - 20040605 GOOD             USPSQD
 CR0686
 CR0686                          STATION DESCRIPTION
 CR0686
 CR0686'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 CR0686'3.1 MI N FROM ATHENS.
 CR0686'3.1 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT ATHENS,
 CR0686'22.5 FEET WEST OF AND ABOUT 1/4 FOOT LOWER THAN THE CENTER LINE OF THE
 CR0686'HIGHWAY, 2.2 FEET SOUTH OF THE NORTH END OF AND SET IN THE TOP OF THE
 CR0686'NORTHWEST EARWALL OF THE 115 FOOT CONCRETE BRIDGE OVER CANEY CREEK.
 CR0686
 CR0686                          STATION RECOVERY (2004)
 CR0686
 CR0686'RECOVERY NOTE BY US POWER SQUADRON 2004 (MLW)
 CR0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0041 ***********************************************************************
 BY0041  DESIGNATION -  J 995
 BY0041  PID         -  BY0041
 BY0041  STATE/COUNTY-  TX/NACOGDOCHES
 BY0041  USGS QUAD   -  GARRISON EAST (1984)
 BY0041
 BY0041                         *CURRENT SURVEY CONTROL
 BY0041  ___________________________________________________________________
 BY0041* NAD 83(1986)-  31 50 50.     (N)    094 26 53.     (W)     SCALED    
 BY0041* NAVD 88     -        87.330  (meters)     286.52   (feet)  ADJUSTED  
 BY0041  ___________________________________________________________________
 BY0041  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BY0041  DYNAMIC HT  -          87.225 (meters)     286.17  (feet)  COMP
 BY0041  MODELED GRAV-     979,428.4   (mgal)                       NAVD 88
 BY0041
 BY0041  VERT ORDER  -  FIRST     CLASS II
 BY0041
 BY0041.The horizontal coordinates were scaled from a topographic map and have
 BY0041.an estimated accuracy of +/- 6 seconds.
 BY0041
 BY0041.The orthometric height was determined by differential leveling
 BY0041.and adjusted by the National Geodetic Survey in June 1991..
 BY0041
 BY0041.The geoid height was determined by GEOID03.
 BY0041
 BY0041.The dynamic height is computed by dividing the NAVD 88
 BY0041.geopotential number by the normal gravity value computed on the
 BY0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0041.degrees latitude (g = 980.6199 gals.).
 BY0041
 BY0041.The modeled gravity was interpolated from observed gravity values.
 BY0041
 BY0041;                    North         East    Units  Estimated Accuracy
 BY0041;SPC TX C     - 3,256,470.    1,256,770.      MT  (+/- 180 meters Scaled)
 BY0041
 BY0041                          SUPERSEDED SURVEY CONTROL
 BY0041
 BY0041  NGVD 29 (??/??/92)   87.342  (m)          286.55   (f) ADJ UNCH    1 2
 BY0041
 BY0041.Superseded values are not recommended for survey control.
 BY0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0041.See file dsdata.txt to determine how the superseded data were derived.
 BY0041
 BY0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR629244(NAD 83)
 BY0041_MARKER: DB = BENCH MARK DISK
 BY0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0041_STAMPING: J 995 1949
 BY0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0041+STABILITY: SURFACE MOTION
 BY0041
 BY0041  HISTORY     - Date     Condition        Report By
 BY0041  HISTORY     - 1949     MONUMENTED       CGS
 BY0041
 BY0041                          STATION DESCRIPTION
 BY0041
 BY0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0041'3.2 MI NE FROM GARRISON.
 BY0041'3.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0041'STATION AT GARRISON, 660.0 FEET NORTHWEST OF THE SOUTHWEST END OF A
 BY0041'TRESTLE OVER THE ATTOYAC RIVER, 625.0 FEET NORTHWEST OF THE NORTHWEST
 BY0041'RAIL OF THE TRACK, APPROXIMATELY 250 FEET SOUTHEAST OF THE CENTER LINE
 BY0041'OF AN ABANDONED HARD-SURFACED ROAD, 25.0 FEET NORTH OF A 36-INCH OAK
 BY0041'TREE, 20.0 FEET SOUTH OF A 24-INCH OAK TREE, 1.6 FEET WEST OF A
 BY0041'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 BY0041'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1394 ***********************************************************************
 CR1394  DESIGNATION -  J 996 RESET
 CR1394  PID         -  CR1394
 CR1394  STATE/COUNTY-  TX/VAN ZANDT
 CR1394  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR1394
 CR1394                         *CURRENT SURVEY CONTROL
 CR1394  ___________________________________________________________________
 CR1394* NAD 83(1986)-  32 32 38.     (N)    095 53 18.     (W)     SCALED    
 CR1394* NAVD 88     -       164.37   (meters)     539.3    (feet)  RESET     
 CR1394  ___________________________________________________________________
 CR1394  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CR1394
 CR1394  VERT ORDER  -  THIRD
 CR1394
 CR1394.The horizontal coordinates were scaled from a topographic map and have
 CR1394.an estimated accuracy of +/- 6 seconds.
 CR1394
 CR1394.The orthometric height was computed from unverified reset data.
 CR1394
 CR1394.The geoid height was determined by GEOID03.
 CR1394
 CR1394;                    North         East    Units  Estimated Accuracy
 CR1394;SPC TXNC     - 2,100,330.      845,270.      MT  (+/- 180 meters Scaled)
 CR1394
 CR1394                          SUPERSEDED SURVEY CONTROL
 CR1394
 CR1394  NGVD 29 (01/29/03)  164.38   (m)          539.3    (f) RESET       3  
 CR1394
 CR1394.Superseded values are not recommended for survey control.
 CR1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1394.See file dsdata.txt to determine how the superseded data were derived.
 CR1394
 CR1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS287044(NAD 83)
 CR1394_MARKER: DV = VERTICAL CONTROL DISK
 CR1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1394_SP_SET: CONCRETE POST
 CR1394_STAMPING: J 996 RESET 1989
 CR1394_MARK LOGO: NGS   
 CR1394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CR1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1394+STABILITY: SURFACE MOTION
 CR1394
 CR1394  HISTORY     - Date     Condition        Report By
 CR1394  HISTORY     - 1989     MONUMENTED       TXHD
 CR1394  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 CR1394
 CR1394                          STATION DESCRIPTION
 CR1394
 CR1394'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1989
 CR1394'1.05 MILES (1.69 KM) WEST ALONG STATE HIGHWAY 243 FROM THE JUNCTION OF
 CR1394'STATE HIGHWAYS 243 AND 198 AT THE SOUTH EDGE OF CANTON, THENCE 120
 CR1394'FEET (36.6 M) SOUTH, CROSSING CENTERLINE OF SH 243 AT A DISTANCE OF
 CR1394'60 FEET (18.3 M) TO MARK, LOCATED 60 FEET (18.3 M) PERPENDICULARLY
 CR1394'DISTANT FROM THE CENTERLINE OF STATE HIGHWAY 243 (SOUTH SIDE), SET IN
 CR1394'THE TOP OF A CONCRETE POST RECESSED 1 INCH BELOW GROUND.
 CR1394
 CR1394                          STATION RECOVERY (1995)
 CR1394
 CR1394'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1389 ***********************************************************************
 CR1389  DESIGNATION -  J 997 RESET
 CR1389  PID         -  CR1389
 CR1389  STATE/COUNTY-  TX/VAN ZANDT
 CR1389  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR1389
 CR1389                         *CURRENT SURVEY CONTROL
 CR1389  ___________________________________________________________________
 CR1389* NAD 83(1986)-  32 32 51.     (N)    095 56 51.     (W)     SCALED    
 CR1389* NAVD 88     -       144.37   (meters)     473.7    (feet)  RESET     
 CR1389  ___________________________________________________________________
 CR1389  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR1389
 CR1389  VERT ORDER  -  THIRD
 CR1389
 CR1389.The horizontal coordinates were scaled from a topographic map and have
 CR1389.an estimated accuracy of +/- 6 seconds.
 CR1389
 CR1389.The orthometric height was computed from unverified reset data.
 CR1389
 CR1389.The geoid height was determined by GEOID03.
 CR1389
 CR1389;                    North         East    Units  Estimated Accuracy
 CR1389;SPC TXNC     - 2,100,590.      839,710.      MT  (+/- 180 meters Scaled)
 CR1389
 CR1389                          SUPERSEDED SURVEY CONTROL
 CR1389
 CR1389  NGVD 29 (01/29/03)  144.38   (m)          473.7    (f) RESET       3  
 CR1389
 CR1389.Superseded values are not recommended for survey control.
 CR1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1389.See file dsdata.txt to determine how the superseded data were derived.
 CR1389
 CR1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS232049(NAD 83)
 CR1389_MARKER: DV = VERTICAL CONTROL DISK
 CR1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1389_SP_SET: CONCRETE POST
 CR1389_STAMPING: J 997 RESET 1983
 CR1389_MARK LOGO: NGS   
 CR1389_MAGNETIC: N = NO MAGNETIC MATERIAL
 CR1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR1389+STABILITY: SURFACE MOTION
 CR1389
 CR1389  HISTORY     - Date     Condition        Report By
 CR1389  HISTORY     - 1983     MONUMENTED       TXHD
 CR1389  HISTORY     - 19950914 MARK NOT FOUND   USPSQD
 CR1389
 CR1389                          STATION DESCRIPTION
 CR1389
 CR1389'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1983
 CR1389'ON THE NORTH SIDE OF STATE HIGHWAY 243, 17.68 M (58.01 FT) NORTH OF
 CR1389'THE CENTER OF THE HIGHWAY, 30.48 M (100.00 FT) EAST OF THE ORIGINAL
 CR1389'STATION AND ABOUT LEVEL WITH THE GROUND, MARK IS 58 FEET (17.7 M)
 CR1389'LEFT OF ENGINEERS STATION 413+00 ON STATE HIGHWAY 243.
 CR1389
 CR1389                          STATION RECOVERY (1995)
 CR1389
 CR1389'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0645 ***********************************************************************
 CR0645  DESIGNATION -  J 998
 CR0645  PID         -  CR0645
 CR0645  STATE/COUNTY-  TX/VAN ZANDT
 CR0645  USGS QUAD   -  PHALBA (1984)
 CR0645
 CR0645                         *CURRENT SURVEY CONTROL
 CR0645  ___________________________________________________________________
 CR0645* NAD 83(1986)-  32 28 51.     (N)    095 59 11.     (W)     SCALED    
 CR0645* NAVD 88     -       149.805  (meters)     491.49   (feet)  ADJUSTED  
 CR0645  ___________________________________________________________________
 CR0645  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CR0645  DYNAMIC HT  -         149.634 (meters)     490.92  (feet)  COMP
 CR0645  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 CR0645
 CR0645  VERT ORDER  -  SECOND    CLASS 0
 CR0645
 CR0645.The horizontal coordinates were scaled from a topographic map and have
 CR0645.an estimated accuracy of +/- 6 seconds.
 CR0645
 CR0645.The orthometric height was determined by differential leveling
 CR0645.and adjusted by the National Geodetic Survey in June 1991..
 CR0645
 CR0645.The geoid height was determined by GEOID03.
 CR0645
 CR0645.The dynamic height is computed by dividing the NAVD 88
 CR0645.geopotential number by the normal gravity value computed on the
 CR0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0645.degrees latitude (g = 980.6199 gals.).
 CR0645
 CR0645.The modeled gravity was interpolated from observed gravity values.
 CR0645
 CR0645;                    North         East    Units  Estimated Accuracy
 CR0645;SPC TXNC     - 2,093,110.      836,230.      MT  (+/- 180 meters Scaled)
 CR0645
 CR0645                          SUPERSEDED SURVEY CONTROL
 CR0645
 CR0645  NGVD 29 (??/??/92)  149.814  (m)          491.51   (f) ADJ UNCH    2 0
 CR0645
 CR0645.Superseded values are not recommended for survey control.
 CR0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0645.See file dsdata.txt to determine how the superseded data were derived.
 CR0645
 CR0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR193976(NAD 83)
 CR0645_MARKER: DB = BENCH MARK DISK
 CR0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0645_STAMPING: J 998 1948
 CR0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0645+STABILITY: SURFACE MOTION
 CR0645
 CR0645  HISTORY     - Date     Condition        Report By
 CR0645  HISTORY     - 1948     MONUMENTED       CGS
 CR0645  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0645
 CR0645                          STATION DESCRIPTION
 CR0645
 CR0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0645'3.1 MI W FROM JACKSON.
 CR0645'3.1 MILES WEST ALONG THE JACKSON-WHITON SCHOOL ROAD FROM THE
 CR0645'ELEMENTARY SCHOOL AT JACKSON, 0.55 MILE EAST OF WHITON SCHOOL, 88.0
 CR0645'FEET NORTH OF THE CENTER LINE OF THE ROAD, 53.8 FEET SOUTHEAST OF THE
 CR0645'SOUTHEAST CORNER OF THE SPENCER WHITON FARMHOUSE, 39.8 FEET EAST OF A
 CR0645'6-INCH CEDAR TREE, 0.9 FOOT WEST OF A FENCE ALONG THE EAST SIDE OF THE
 CR0645'FARMYARD, 1.6 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 CR0645'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 CR0645
 CR0645                          STATION RECOVERY (1995)
 CR0645
 CR0645'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0808 ***********************************************************************
 BY0808  DESIGNATION -  J 999
 BY0808  PID         -  BY0808
 BY0808  STATE/COUNTY-  TX/TRINITY
 BY0808  USGS QUAD   -  TREVAT (1980)
 BY0808
 BY0808                         *CURRENT SURVEY CONTROL
 BY0808  ___________________________________________________________________
 BY0808* NAD 83(1986)-  31 05 39.     (N)    094 54 57.     (W)     SCALED    
 BY0808* NAVD 88     -        83.16   (+/-2cm)     272.8    (feet)  VERTCON   
 BY0808  ___________________________________________________________________
 BY0808  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BY0808
 BY0808  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0808
 BY0808.The horizontal coordinates were scaled from a topographic map and have
 BY0808.an estimated accuracy of +/- 6 seconds.
 BY0808
 BY0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0808.The vertical order pertains to the NGVD 29 superseded value.
 BY0808
 BY0808.The geoid height was determined by GEOID03.
 BY0808
 BY0808;                    North         East    Units  Estimated Accuracy
 BY0808;SPC TX C     - 3,170,830.    1,216,620.      MT  (+/- 180 meters Scaled)
 BY0808
 BY0808                          SUPERSEDED SURVEY CONTROL
 BY0808
 BY0808  NGVD 29 (??/??/92)   83.184  (m)          272.91   (f) ADJ UNCH    2 0
 BY0808
 BY0808.Superseded values are not recommended for survey control.
 BY0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0808.See file dsdata.txt to determine how the superseded data were derived.
 BY0808
 BY0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ172416(NAD 83)
 BY0808_MARKER: DB = BENCH MARK DISK
 BY0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0808_STAMPING: J 999 1948
 BY0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0808+STABILITY: SURFACE MOTION
 BY0808
 BY0808  HISTORY     - Date     Condition        Report By
 BY0808  HISTORY     - 1948     MONUMENTED       CGS
 BY0808
 BY0808                          STATION DESCRIPTION
 BY0808
 BY0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0808'13.6 MI N FROM WOODLAKE.
 BY0808'3.6 MILES EAST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY0808'WOODLAKE, THENCE 9.1 MILES NORTHEAST ALONG A DIRT ROAD, THENCE 0.9
 BY0808'MILE NORTH ALONG A TRAIL, 41.0 FEET SOUTHWEST OF AN 8-INCH OAK TREE
 BY0808'WITH A TRIANGULAR BLAZE, 29.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 BY0808'TRAIL, 22.7 FEET SOUTH OF A 10-INCH OAK TREE WITH A TRIANGULAR BLAZE,
 BY0808'5.9 FEET NORTHWEST OF A 10-INCH OAK TREE WITH A TRIANGULAR BLAZE, 1.5
 BY0808'FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY0808'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0346 ***********************************************************************
 AB0346  DESIGNATION -  J RM 2
 AB0346  PID         -  AB0346
 AB0346  STATE/COUNTY-  TX/CAMERON
 AB0346  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0346
 AB0346                         *CURRENT SURVEY CONTROL
 AB0346  ___________________________________________________________________
 AB0346* NAD 83(1986)-  26 01 04.     (N)    097 15 07.     (W)     SCALED    
 AB0346* NAVD 88     -         1.524  (meters)       5.00   (feet)  ADJUSTED  
 AB0346  ___________________________________________________________________
 AB0346  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 AB0346  DYNAMIC HT  -           1.522 (meters)       4.99  (feet)  COMP
 AB0346  MODELED GRAV-     979,060.2   (mgal)                       NAVD 88
 AB0346
 AB0346  VERT ORDER  -  SECOND    CLASS 0
 AB0346
 AB0346.The horizontal coordinates were scaled from a topographic map and have
 AB0346.an estimated accuracy of +/- 6 seconds.
 AB0346
 AB0346.The orthometric height was determined by differential leveling
 AB0346.and adjusted by the National Geodetic Survey in June 1991..
 AB0346
 AB0346.The geoid height was determined by GEOID03.
 AB0346
 AB0346.The dynamic height is computed by dividing the NAVD 88
 AB0346.geopotential number by the normal gravity value computed on the
 AB0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0346.degrees latitude (g = 980.6199 gals.).
 AB0346
 AB0346.The modeled gravity was interpolated from observed gravity values.
 AB0346
 AB0346;                    North         East    Units  Estimated Accuracy
 AB0346;SPC TX S     - 5,039,520.      424,940.      MT  (+/- 180 meters Scaled)
 AB0346
 AB0346                          SUPERSEDED SURVEY CONTROL
 AB0346
 AB0346  NGVD 29 (??/??/92)    1.63   (m)            5.3    (f) COMPUTED    2 0
 AB0346
 AB0346.Superseded values are not recommended for survey control.
 AB0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0346.See file dsdata.txt to determine how the superseded data were derived.
 AB0346
 AB0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP749788(NAD 83)
 AB0346_MARKER: DD = SURVEY DISK
 AB0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0346_STAMPING: J NO. 2 1939 U S E D J
 AB0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0346+STABILITY: SURFACE MOTION
 AB0346
 AB0346  HISTORY     - Date     Condition        Report By
 AB0346  HISTORY     - 1939     MONUMENTED       USE
 AB0346  HISTORY     - 1942     GOOD             NGS
 AB0346  HISTORY     - 1949     GOOD             NGS
 AB0346
 AB0346                          STATION DESCRIPTION
 AB0346
 AB0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0346'19.7 MI NE FROM BROWNSVILLE.
 AB0346'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY NUMBER 4 AND U. S.
 AB0346'HIGHWAY NUMBER 83 AT BROWNSVILLE, PROCEED NORTHEASTERLY ON STATE
 AB0346'HIGHWAY NUMBER 4, GO 15.0 MILES.  TURN NORTHERLY LEFT ONTO TRACK ROAD
 AB0346'(OLD BOAC CHICA CUTOFF) AND GO 4.7 MILES TO THE BROWNSVILLE SHIP
 AB0346'CHANNEL AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 340 FEET SOUTH OF
 AB0346'THE SOUTH BANK OF SHIP CHANNEL.  213 FEET SOUTH OF USED. STATION J AND
 AB0346'27 FEET EAST OF THE CENTERLINE OF THE OLD ROAD.  MONUMENT PROJECTS 0.8
 AB0346'FOOT.
 AB0346
 AB0346                          STATION RECOVERY (1949)
 AB0346
 AB0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AB0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0487 ***********************************************************************
 DP0487  DESIGNATION -  J Y
 DP0487  PID         -  DP0487
 DP0487  STATE/COUNTY-  TX/KING
 DP0487  USGS QUAD   -  CHALK SW (1966)
 DP0487
 DP0487                         *CURRENT SURVEY CONTROL
 DP0487  ___________________________________________________________________
 DP0487* NAD 83(1993)-  33 48 27.76088(N)    100 07 43.29161(W)     ADJUSTED  
 DP0487* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 DP0487  ___________________________________________________________________
 DP0487  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DP0487  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DP0487
 DP0487  HORZ ORDER  -  FIRST
 DP0487
 DP0487.The horizontal coordinates were established by classical geodetic methods
 DP0487.and adjusted by the National Geodetic Survey in February 1996..
 DP0487
 DP0487.The orthometric height was scaled from a topographic map.
 DP0487
 DP0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0487
 DP0487.The geoid height was determined by GEOID03.
 DP0487
 DP0487;                    North         East     Units Scale Factor Converg.
 DP0487;SPC TXNC     - 2,238,597.456   449,207.580   MT  0.99995953   -0 53 17.8
 DP0487;SPC TXNC     - 7,344,465.15  1,473,775.20   sFT  0.99995953   -0 53 17.8
 DP0487;UTM  14      - 3,741,408.309   395,530.861   MT  0.99973454   -0 37 41.1
 DP0487
 DP0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0487!SPC TXNC     -   0.99991409  x   0.99995953  =   0.99987363
 DP0487!UTM  14      -   0.99991409  x   0.99973454  =   0.99964866
 DP0487
 DP0487|---------------------------------------------------------------------|
 DP0487| PID    Reference Object                     Distance      Geod. Az  |
 DP0487|                                                           dddmmss.s |
 DP0487| CX8374 J Y RM 1                             18.689 METERS 20614     |
 DP0487| CX8375 J Y RM 2                             25.585 METERS 28451     |
 DP0487| CX8373 J Y AZ MK                                          3181339.8 |
 DP0487|---------------------------------------------------------------------|
 DP0487
 DP0487                          SUPERSEDED SURVEY CONTROL
 DP0487
 DP0487  NAD 83(1993)-  33 48 27.76269(N)    100 07 43.29170(W) AD(       ) 1
 DP0487  NAD 83(1986)-  33 48 27.76703(N)    100 07 43.28402(W) AD(       ) 1
 DP0487  NAD 27      -  33 48 27.46600(N)    100 07 41.90600(W) AD(       ) 1
 DP0487
 DP0487.Superseded values are not recommended for survey control.
 DP0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0487.See file dsdata.txt to determine how the superseded data were derived.
 DP0487
 DP0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC9553141408(NAD 83)
 DP0487_MARKER: DS = TRIANGULATION STATION DISK
 DP0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0487
 DP0487  HISTORY     - Date     Condition        Report By
 DP0487  HISTORY     - 1935     MONUMENTED       CGS
 DP0487  HISTORY     - 1938     GOOD             TXHD
 DP0487  HISTORY     - 1958     GOOD             CGS
 DP0487
 DP0487                          STATION DESCRIPTION
 DP0487
 DP0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0487'STATION IS LOCATED ON THE PROPERTY OF THE J.Y. RANCH, 2 MILES
 DP0487'S OF THE KING-COTTLE COUNTY LINE, 7-1/2 MILES W OF THE KING-KNOX
 DP0487'COUNTY LINE, AND 16-1/2 MILES NE OF GUTHRIE, ON THE TOP OF A
 DP0487'PROMINENT PEAK.
 DP0487'
 DP0487'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 DP0487'DISKS SET IN CONCRETE.
 DP0487'
 DP0487'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN BEDROCK,
 DP0487'ON S RIM OF PEAK.
 DP0487'
 DP0487'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN BEDROCK,
 DP0487'ON W RIM OF PEAK.
 DP0487'
 DP0487'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE FROM STATION.  TO REACH
 DP0487'FROM STATION, GO W TO FOOT OF PEAK AND FOLLOW DIM TRAIL 0.25
 DP0487'MILE TO MARK ON THE LEFT OF TRAIL.
 DP0487'
 DP0487'TO REACH THE STATION FROM THE COURTHOUSE IN GUTHRIE, GO N ON
 DP0487'U.S. HIGHWAY 83 FOR 13.6 MILES, TURN RIGHT (E) AT SMALL HOUSE
 DP0487'ON LEFT.  GO 2.1 MILES AND TURN RIGHT (S) AT T-ROAD, GO 0.05
 DP0487'MILE AND TURN LEFT PAST SCHOOLHOUSE ON RIGHT.  FOLLOW ROAD
 DP0487'STRAIGHT E FOR 4.45 MILES PAST SECOND WIRE GATE AND TURN RIGHT
 DP0487'(S) THROUGH PLANK GATE.  GO 0.3 MILE AND KEEP RIGHT FORK ALONG
 DP0487'W SIDE OF BARNYARD.  FOLLOW WELL-DEFINED FIELD ROAD 1.15 MILES
 DP0487'AND KEEP RIGHT FORK.  GO 1.15 MILES TO THE WEST CAMP OF THE
 DP0487'J.Y. RANCH.  TAKE THE DIM LEFT FORK JUST E OF THE HOUSE AND
 DP0487'GO NE AND TAKE RIGHT FORK.  GO 0.4 MILE AND PASS THROUGH WIRE
 DP0487'GATE.  GO 0.2 MILE TO A POND ON THE LEFT AND CONTINUE E
 DP0487'ON DIM ROAD.  GO 2.85 MILES AND PASS THROUGH WIRE GATE.
 DP0487'TAKE THE DIM ROAD LEADING DOWN THE RIGHT SIDE OF RIDGE
 DP0487'AND ACROSS THE CREEK FOR 0.5 MILE AND TAKE RIGHT FORK.  GO
 DP0487'0.1 MILE, TURN RIGHT THROUGH WIRE GATE AND CONTINUE ON
 DP0487'DIM ROAD.  GO 0.35 MILE AND TAKE RIGHT FORK.  GO 0.6 MILE AND
 DP0487'PASS THROUGH WIRE GATE.  GO 0.25 MILE TO FOOT OF PEAK.
 DP0487'STATION IS ON HIGHEST PART OF PEAK.
 DP0487'
 DP0487'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 DP0487
 DP0487                          STATION RECOVERY (1938)
 DP0487
 DP0487'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0487'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 DP0487'IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 DP0487'MARK.
 DP0487
 DP0487                          STATION RECOVERY (1958)
 DP0487
 DP0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0487'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DP0487'
 DP0487'THE ORIGINAL DESCRIPTION TO REACH THE WEST CAMP OF THE J.Y. RANCH
 DP0487'IS ADEQUATE BUT A NEW DESCRIPTION FOLLOWS FROM THIS POINT TO
 DP0487'STATION.
 DP0487'
 DP0487'FROM THE EAST CAMP, FROM THE EAST HOUSE, GO EAST FOR 0.05 MILE
 DP0487'TO FORKS, TAKE LEFT FORK AND FOLLOW RANCH ROAD FOR 1.0 MILE TO
 DP0487'AN ALUMINUM GATE, CONTINUE FOR 1.1 MILES TO ANOTHER ALUMINUM
 DP0487'GATE, CONTINUE FOR 2.05 MILES TO A WINDMILL ON THE RIGHT,
 DP0487'CONTINUE ON MAIN RANCH ROAD FOR 1.45 MILES TO AN ALUMINUM GATE,
 DP0487'CONTINUE FOR 0.5 MILE TO A WINDMILL ON THE RIGHT, CONTINUE
 DP0487'ON MAIN ROAD FOR 0.05 MILE THEN TURN RIGHT OFF ROAD AND GO
 DP0487'SOUTHERLY FOR 0.15 MILE TO A FENCED CORRAL ON LEFT, CONTINUE
 DP0487'SOUTHEAST AND SOUTH ON A VERY DIM ROAD AND CATTLE TRAIL
 DP0487'TOWARD A HIGH PEAK FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 DP0487'RIGHT, CONTINUE FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH
 DP0487'GATE AND CONTINUE FOR 0.25 MILE TO FOOT OF PEAK.  STATION
 DP0487'IS ON HIGHEST POINT OF PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1509 ***********************************************************************
 AH1509  DESIGNATION -  JABALINA WINDMILL
 AH1509  PID         -  AH1509
 AH1509  STATE/COUNTY-  TX/KLEBERG
 AH1509  USGS QUAD   -  RIVIERA BEACH NW (1975)
 AH1509
 AH1509                         *CURRENT SURVEY CONTROL
 AH1509  ___________________________________________________________________
 AH1509* NAD 83(1993)-  27 26 02.04680(N)    097 38 22.07044(W)     ADJUSTED  
 AH1509* NAVD 88     -                                                        
 AH1509  ___________________________________________________________________
 AH1509  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AH1509  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AH1509
 AH1509  HORZ ORDER  -  THIRD
 AH1509
 AH1509.The horizontal coordinates were established by classical geodetic methods
 AH1509.and adjusted by the National Geodetic Survey in February 1996..
 AH1509
 AH1509
 AH1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1509
 AH1509.The geoid height was determined by GEOID03.
 AH1509
 AH1509;                    North         East     Units Scale Factor Converg.
 AH1509;SPC TX S     - 5,196,086.712   385,074.947   MT  0.99992321   +0 23 26.5
 AH1509;SPC TX S     -17,047,494.49  1,263,366.72   sFT  0.99992321   +0 23 26.5
 AH1509;UTM  14      - 3,035,231.022   634,471.207   MT  0.99982321   +0 37 36.9
 AH1509
 AH1509                          SUPERSEDED SURVEY CONTROL
 AH1509
 AH1509  NAD 83(1986)-  27 26 02.05740(N)    097 38 22.04540(W) AD(       ) 4
 AH1509  NAD 27      -  27 26 00.90000(N)    097 38 21.05900(W) AD(       ) 3
 AH1509
 AH1509.Superseded values are not recommended for survey control.
 AH1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1509.See file dsdata.txt to determine how the superseded data were derived.
 AH1509
 AH1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR3447135231(NAD 83)
 AH1509_MARKER: 66 = WINDMILL
 AH1509
 AH1509  HISTORY     - Date     Condition        Report By
 AH1509  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1509  HISTORY     - 1967     GOOD             CGS
 AH1509
 AH1509                          STATION DESCRIPTION
 AH1509
 AH1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1509'ON THE LAURELES DIVISION OF KING RANCH, ABOUT 10 MILES SW OF
 AH1509'LAURELES, ABOUT 4-1/2 MILES SE OF TELEPHONE CAMP, ABOUT 2-1/2
 AH1509'MILES NW OF JABONCILLOS CAMP, ON THE NE SIDE OF THE MAIN
 AH1509'ROAD LEADING TO JABONCILLOS CAMP, 91 FT. NW OF A CONCRETE
 AH1509'WATERING TROUGH, 47 FT. WEST OF A SIMILAR TROUGH, AND 80 FT.
 AH1509'NORTH OF A SMALL DITCH.
 AH1509'
 AH1509'STATION IS TOP CENTER OF STEEL WINDMILL TOWER ABOUT 30 FT.
 AH1509'HIGH, SET ON A CONCRETE BASE.
 AH1509'
 AH1509'(JABALINA OR JAVELINA MEANS SOW OF A WILD BOAR.)
 AH1509
 AH1509                          STATION RECOVERY (1967)
 AH1509
 AH1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH1509'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY
 AH1509'C.W.C. IN 1949 IS ADEQUATE.  ITS LOCATION WAS CONFIRMED
 AH1509'BY THE RANCH FOREMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1447 ***********************************************************************
 AE1447  DESIGNATION -  JABO
 AE1447  PID         -  AE1447
 AE1447  STATE/COUNTY-  TX/JIM HOGG
 AE1447  USGS QUAD   -  SANTA ELENA NW (1972)
 AE1447
 AE1447                         *CURRENT SURVEY CONTROL
 AE1447  ___________________________________________________________________
 AE1447* NAD 83(1993)-  26 58 08.29509(N)    098 26 14.49002(W)     ADJUSTED  
 AE1447* NAVD 88     -        90.2    (meters)     296.     (feet)  VERTCON   
 AE1447  ___________________________________________________________________
 AE1447  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AE1447  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AE1447
 AE1447  HORZ ORDER  -  FIRST
 AE1447
 AE1447.The horizontal coordinates were established by classical geodetic methods
 AE1447.and adjusted by the National Geodetic Survey in February 1996..
 AE1447
 AE1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1447
 AE1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1447
 AE1447.The geoid height was determined by GEOID03.
 AE1447
 AE1447;                    North         East     Units Scale Factor Converg.
 AE1447;SPC TX S     - 5,144,285.691   306,218.543   MT  0.99989495   +0 01 42.4
 AE1447;SPC TX S     -16,877,543.97  1,004,652.00   sFT  0.99989495   +0 01 42.4
 AE1447;UTM  14      - 2,983,122.826   555,838.444   MT  0.99963849   +0 15 18.6
 AE1447
 AE1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1447!SPC TX S     -   0.99998975  x   0.99989495  =   0.99988470
 AE1447!UTM  14      -   0.99998975  x   0.99963849  =   0.99962824
 AE1447
 AE1447|---------------------------------------------------------------------|
 AE1447| PID    Reference Object                     Distance      Geod. Az  |
 AE1447|                                                           dddmmss.s |
 AE1447| CV3345 JABO RM 1                            29.239 METERS 18639     |
 AE1447| CV3344 JABO AZ MK                                         1950452.0 |
 AE1447| CV3346 JABO RM 2                            27.489 METERS 28928     |
 AE1447| CV3347 JABO RM 3                            22.633 METERS 29004     |
 AE1447|---------------------------------------------------------------------|
 AE1447
 AE1447                          SUPERSEDED SURVEY CONTROL
 AE1447
 AE1447  NAD 83(1986)-  26 58 08.30162(N)    098 26 14.46009(W) AD(       ) 1
 AE1447  NAD 27      -  26 58 07.12700(N)    098 26 13.41100(W) AD(       ) 1
 AE1447  NGVD 29 (07/19/86)   90.3    (m)          296.     (f) VERT ANG       
 AE1447
 AE1447.Superseded values are not recommended for survey control.
 AE1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1447.See file dsdata.txt to determine how the superseded data were derived.
 AE1447
 AE1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5583883123(NAD 83)
 AE1447_MARKER: DS = TRIANGULATION STATION DISK
 AE1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1447_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1447
 AE1447  HISTORY     - Date     Condition        Report By
 AE1447  HISTORY     - 1935     MONUMENTED       CGS
 AE1447  HISTORY     - 1938     GOOD             TXGS
 AE1447  HISTORY     - 1961     GOOD             CGS
 AE1447  HISTORY     - 1974     GOOD             NGS
 AE1447
 AE1447                          STATION DESCRIPTION
 AE1447
 AE1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1447'STATION IS ABOUT 7 MILES SE OF ALTA VISTA, 10-1/4 MILES ENE OF
 AE1447'AGUA NUEVA, 1/2 MILE W OF JIM HOGG-BROOKS COUNTY LINE, 25 FEET
 AE1447'N OF PASTURE ROAD AND 215 FEET W OF T-JUNCTION OF PASTURE
 AE1447'ROADS.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 AE1447'
 AE1447'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AE1447'BRONZE DISKS SET IN CONCRETE.
 AE1447'
 AE1447'REFERENCE MARK NO. 1 IS S OF STATION AND PROJECTS 6 INCHES ABOVE
 AE1447'GROUND.
 AE1447'
 AE1447'REFERENCE MARK NO. 2 IS W OF STATION, 15 FEET N OF PASTURE
 AE1447'ROAD AND PROJECTS 8 INCHES ABOVE GROUND.
 AE1447'
 AE1447'AZIMUTH MARK IS 0.4 MILE S OF STATION, AND PROJECTS 6 INCHES
 AE1447'ABOVE GROUND.  TO REACH FROM STATION GO 70 YARDS E TO T-ROAD
 AE1447'RIGHT, TURN RIGHT AND FOLLOW PASTURE ROAD 0.4 MILE S TO WINDMILL,
 AE1447'TURN RIGHT (W) FOR 50 YARDS TO MARK.
 AE1447'
 AE1447'TO REACH THE STATION FROM THE POST OFFICE IN HEBBRONVILLE, GO E
 AE1447'ON MAIN STREET AND STATE HIGHWAY 12 FOR 0.25 MILE, KEEP STRAIGHT
 AE1447'AHEAD WHERE STATE HIGHWAY 12 TURNS LEFT AND GO 1.0 MILE, KEEP
 AE1447'STRAIGHT AT T-ROAD RIGHT AND FOLLOW MAIN ROAD S FOR 16.1 MILES
 AE1447'TO FORK, TURN LEFT AT GATE ON RIGHT AND FOLLOW THIS ROAD IN
 AE1447'A SOUTHEASTERLY DIRECTION FOR 5.3 MILES TO THE POST OFFICE
 AE1447'IN ALTA VISTA, FROM HERE TAKE THE ROAD LEADING E, ALONG THE
 AE1447'FENCE IN FRONT OF THE RANCH HOUSE, AND GO 0.75 MILE TO AUTO
 AE1447'GATE AND ROAD FORKS, TAKE THE MIDDLE OF THREE FORKS AND GO 0.1
 AE1447'MILE.  KEEP STRAIGHT AHEAD AT RIGHT FORK AND GO 0.55 MILE, THEN
 AE1447'TAKE RIGHT FORK FOR 2.9 MILES TO A GATE.  PASS THRU AND GO
 AE1447'0.2 MILE.  TAKE LEFT FORK FOR 2.0 MILES TO A GATE.  PASS
 AE1447'THRU AND GO 1.5 MILES ON MAIN PASTURE ROAD TO MARK ON LEFT.
 AE1447'THERE IS A WINDMILL 1/2 MILE FROM STATION APPROXIMATELY
 AE1447'N 04 DEG E FROM NORTH.
 AE1447'
 AE1447'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AE1447
 AE1447                          STATION RECOVERY (1938)
 AE1447
 AE1447'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 AE1447'STATION AND REFERENCE MARKS IN GOOD CONDITION.
 AE1447'
 AE1447'REACHED STATION FROM RACHAL IN BROOKS COUNTY, BY GOING W ON
 AE1447'COUNTY ROAD 7.3 MILES.  TURN N AND GO 2 MILES AND THEN W 1.6
 AE1447'MILES TO FORK IN ROAD.  TAKE FORK TO N GOING 0.9 MILE AND THEN
 AE1447'TURN W, GOING BY ALTA MESA OIL FIELD 3.2 MILES TO END OF
 AE1447'COUNTY ROAD.  CONTINUE STRAIGHT W THRU GATE ABOUT 2-3/4 MILES
 AE1447'TO GATE.  GO THRU GATE AND STRAIGHT ON 0.5 MILE TO 3-WAY FORK.
 AE1447'TURN NW AND FOLLOW TRAIL 2-1/4 MILES AND THEN WNW STILL
 AE1447'FOLLOWING TRAIL 2.1 MILES TO CROSS TRAILS.  STATION IS 245 FEET
 AE1447'W OF CROSS TRAILS AND 20 FEET N.
 AE1447
 AE1447                          STATION RECOVERY (1961)
 AE1447
 AE1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1447'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 AE1447'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 AE1447'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 AE1447'MARKS WERE VERIFIED.  (THE DIRECTIONS TO THE REFERENCE MARKS
 AE1447'WERE TURNED AROUND ON THE 1935 LIST OF DIRECTIONS AND THE 1935
 AE1447'DESCRIPTION.) THE DIRECTION TO THE AZIMUTH MARK MISSED THE
 AE1447'1935 OBSERVATION BY 17.6 SECONDS.
 AE1447'
 AE1447'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AE1447'
 AE1447'THE STATION IS APPROXIMATELY 11-1/4 MILES NORTHEAST OF AGUA
 AE1447'NUEVA, 7 MILES SOUTHEAST OF ALTA VISTA, 1/2 MILE WEST OF JIM
 AE1447'HOGG-BROOKS COUNTY LINE AND ON THE EAST BROTHERS RANCH.
 AE1447'
 AE1447'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 285
 AE1447'AND 359 IN HEBBRONVILLE, GO SOUTH AND EAST ON HIGHWAY 285 FOR
 AE1447'1.5 MILES TO THE JUNCTION OF FARM ROAD 1017.  TURN RIGHT AND GO
 AE1447'SOUTH ON FARM ROAD 1017 FOR 8.55 MILES TO A SIDE ROAD ON THE
 AE1447'LEFT.  CONTINUE ON ROAD 1017 FOR 8.15 MILES TO A SIDE ROAD
 AE1447'ON THE RIGHT.  CONTINUE SOUTH ON ROAD 1017 FOR 1.5 MILES TO A
 AE1447'SIDE ROAD ON THE LEFT.  CONTINUE SOUTH ON ROAD 1017 FOR
 AE1447'2.0 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE SOUTH ON ROAD
 AE1447'1017 FOR 1.25 MILES TO AN IRON GATE ON THE LEFT.  TURN LEFT
 AE1447'THROUGH THE GATE AND GO EAST ON A CLICHE ROAD FOR 1.6 MILES
 AE1447'TO A FORK.  BEAR RIGHT AND GO EASTERLY ON A SAND ROAD FOR
 AE1447'1.0 MILE TO A LOCKED GATE.  PASS THROUGH THE GATE AND
 AE1447'CONTINUE EASTERLY ON THE SAND ROAD FOR 3.1 MILES TO A BOARD
 AE1447'GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE SAND ROAD
 AE1447'FOR 0.65 MILE TO A FORK.  BEAR RIGHT AND FOLLOW THE MAIN
 AE1447'TRAVELED SAND ROAD FOR 0.5 MILE TO A LOCKED GATE.  PASS
 AE1447'THROUGH THE GATE AND CONTINUE ON THE ROAD FOR 0.3 MILE
 AE1447'TO A FORK.  BEAR LEFT AND GO 0.25 MILE TO A HOUSE ON THE
 AE1447'LEFT.  CONTINUE PAST THE HOUSE AND AROUND A FENCE FOR 0.15
 AE1447'MILE TO A SAND TRACK ROAD AND A GATE ON THE LEFT.  TURN
 AE1447'RIGHT AND GO EAST ON THE TRACK SAND ROAD FOR 0.8 MILE TO A
 AE1447'FORK.  BEAR RIGHT AND GO 0.25 MILE TO A FORK AT A SMALL
 AE1447'RAVINE.  BEAR RIGHT AND GO 0.55 MILE TO A DIM CROSSROAD.
 AE1447'TURN LEFT AND GO NORTH ON A SAND TRACK ROAD FOR 0.35 MILE
 AE1447'TO A FENCE CORNER.  BEAR RIGHT AND GO NORTH AND NORTHEAST ON
 AE1447'A TRACK ROAD FOR 0.1 MILE TO A DIM FORK.  BEAR RIGHT AND
 AE1447'GO EAST FOR 0.1 MILE TO WHERE THE TRACK ROAD BEARS TO THE
 AE1447'RIGHT AROUND A MESQUITE BUSH.  BEAR RIGHT AND FOLLOW THE
 AE1447'TRACK ROAD FOR 0.65 MILE TO A SAND BLOWOUT IN THE TRACK ROAD.
 AE1447'CONTINUE EASTERLY ON THE SAND TRACK ROAD FOR 0.5 MILE TO
 AE1447'THE STATION ON THE LEFT.  (TO REACH THE AZIMUTH MARK FROM THE
 AE1447'STATION, GO SOUTHERLY ON A DIM TRACK ROAD FOR 0.4 MILE TO THE
 AE1447'AZIMUTH MARK.)
 AE1447'
 AE1447'STATION MARK, A STANDARD DISK STAMPED JABO 1935, IS SET IN A
 AE1447'ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 28 FEET
 AE1447'NORTH OF THE CENTER OF THE TRACK ROAD AND 2.5 FEET SOUTHWEST OF
 AE1447'A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED
 AE1447'BY THIS PARTY.
 AE1447'
 AE1447'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JABO NO 1 1935,
 AE1447'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 AE1447'68 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 AE1447'
 AE1447'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JABO NO 2 1935,
 AE1447'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 FOOT.  IT IS 11
 AE1447'FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 AE1447'
 AE1447'AZIMUTH MARK, A STANDARD DISK STAMPED JABO AZI 1935, IS SET
 AE1447'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 AE1447'APPROXIMATELY 150 YARDS NORTH OF A WINDMILL AND CORRALS AND
 AE1447'2.5 FEET NORTH OF A METAL WITNESS POST.
 AE1447'
 AE1447'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AE1447
 AE1447                          STATION RECOVERY (1974)
 AE1447
 AE1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1447'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 AE1447'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 AE1447'AND DIRECTION TO REFERENCE MARK 1 COMPARED FAVORABLY WITH THE
 AE1447'PREVIOUS DESCRIPTION.  A DIFFERENCE OF 22.6 SECONDS LOWER IN
 AE1447'THE DIRECTION TO THE AZIMUTH MARK WAS NOTED AND VERIFIED AT
 AE1447'THIS TIME.  REFERENCE MARK 2 WAS RECOVERED WITH ABOUT 18 INCHES
 AE1447'OF IT EXPOSED.  IT WAS DESTROYED AND REFERENCE MARK 3 WAS
 AE1447'ESTABLISHED AT THIS TIME.
 AE1447'
 AE1447'THE STATION IS LOCATED ABOUT 11-1/4 MILES NORTHEAST OF AGUA
 AE1447'NUEVA, 7 MILES SOUTHEAST OF ALTA VISTA, 1/2 MILE WEST OF THE
 AE1447'JIM HOGG-BROOKS COUNTY LINE, AND ON THE EAST BROTHERS RANCH.
 AE1447'MR. ROBERT EAST, TELEPHONE 527-3777, HEBBRONVILLE, GAVE
 AE1447'PERMISSION TO USE THE STATION.  THE ROAD TO THE STATION IS ON
 AE1447'PROPERTY OF MR. RAY HOLBIEN OF HEBBRONVILLE.  HE GAVE PERMISSION
 AE1447'TO USE THE ROAD AND A KEY FOR THE LOCKED GATES IN THE TO
 AE1447'REACH.
 AE1447'
 AE1447'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 285
 AE1447'AND 16 IN HEBBRONVILLE, GO SOUTH ON STATE HIGHWAYS 285 AND 16
 AE1447'FOR 0.35 MILE TO A FORK.  KEEP THE LEFT FORK AND GO EAST ON
 AE1447'STATE HIGHWAY 285 FOR 1.0 MILE TO THE JUNCTION OF FARM ROAD 1017
 AE1447'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON FARM ROAD 1017 FOR 15.0
 AE1447'MILES TO A GROVE OF LARGE SALT CEDARS ON THE LEFT.  CONTINUE
 AE1447'FOR 3.45 MILES TO A SIDE ROAD LEFT AND SIGN JONES ALTA VISTA
 AE1447'RANCH.  CONTINUE FOR 3.35 MILES TO A SIDE ROAD LEFT.  TURN
 AE1447'LEFT, PASSING THROUGH AN IRON GATE AND GO EAST ON A CALICHE
 AE1447'ROAD FOR 1.2 MILES TO A GATE, CONTINUE FOR 1.25 MILES TO A
 AE1447'LOCKED GATE.  CONTINUE FOR 0.5 MILE TO A TRACK ROAD ON THE
 AE1447'LEFT.  CONTINUE ON THE CALICHE ROAD FOR 2.3 MILES TO THE
 AE1447'END OF THE CALICHE ROAD.  BEAR LEFT AND FOLLOW A SANDY
 AE1447'TRACK ROAD EASTERLY FOR 0.4 MILE TO AN IRON GATE.  PASS
 AE1447'THROUGH THE GATE AND CONTINUE EASTERLY FOR 1.2 MILES TO
 AE1447'A LOCKED GATE AT THE ENTRANCE TO THE EAST RANCH.  PASS
 AE1447'THROUGH THE GATE AND CONTINUE FOR 0.5 MILE TO A SMALL GRAY
 AE1447'HOUSE ON THE LEFT.  CONTINUE NORTHEASTERLY, KEEPING TO
 AE1447'THE RIGHT OF SOME BARNS AND ALONG THE SOUTH SIDE OF A FENCE,
 AE1447'FOR 0.9 MILE TO A FORK.  KEEP RIGHT AND CONTINUE
 AE1447'EASTERLY FOR 2.15 MILES TO A DIM FORK AND THE AZIMUTH MARK
 AE1447'ABOUT 50 YARDS SOUTHWEST OF THE FORK.  THE RIGHT FORK GOES
 AE1447'PAST THE AZIMUTH MARK AND ON TO A WINDMILL.  KEEP LEFT AND
 AE1447'CONTINUE NORTHEASTERLY FOR 0.6 MILE TO A DIM TRACK ROAD
 AE1447'LEFT.  TURN LEFT AND FOLLOW THE DIM TRACK ROAD
 AE1447'NORTHWESTERLY FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 AE1447'
 AE1447'THE STATION MARK IS A STANDARD DISK STAMPED JABO 1935.  IT IS
 AE1447'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1447'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT
 AE1447'IS 28 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE TRACK
 AE1447'ROAD AND 2.5 FEET WEST OF A WITNESS POST.
 AE1447'
 AE1447'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NO 1 JABO 1935.
 AE1447'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1447'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT
 AE1447'IS 98.2 FEET SOUTH-SOUTHWEST OF THE WITNESS POST AND 58 FEET
 AE1447'SOUTHWEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD.
 AE1447'
 AE1447'REFERENCE MARK 3 IS A STANDARD DISK STAMPED JABO 1935 NO 3 1974.
 AE1447'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1447'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT
 AE1447'IS 76.0 FEET WEST OF THE WITNESS POST AND 14 FEET NORTHEAST OF
 AE1447'THE APPROXIMATE CENTER OF THE END OF THE TRACK ROAD.
 AE1447'
 AE1447'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 AE1447'AZI JABO 1935.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AE1447'CONCRETE MONUMENT WHICH PROJECTS ABOUT 8 INCHES.  IT IS 77
 AE1447'FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD THAT
 AE1447'LEADS TO THE WINDMILL AND 2.6 FEET NORTH OF A WITNESS POST.
 AE1447'
 AE1447'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 AE1447'
 AE1447'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 AE1447'SOUTHEAST OF ALTA VISTA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1981 ***********************************************************************
 AW1981  DESIGNATION -  JACINTO
 AW1981  PID         -  AW1981
 AW1981  STATE/COUNTY-  TX/HARRIS
 AW1981  USGS QUAD   -  HARMASTON (1982)
 AW1981
 AW1981                         *CURRENT SURVEY CONTROL
 AW1981  ___________________________________________________________________
 AW1981* NAD 83(1993)-  29 54 53.55117(N)    095 08 46.63551(W)     ADJUSTED  
 AW1981* NAVD 88     -        16.471  (meters)      54.04   (feet)  ADJUSTED  
 AW1981  ___________________________________________________________________
 AW1981  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW1981  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW1981  DYNAMIC HT  -          16.448 (meters)      53.96  (feet)  COMP
 AW1981  MODELED GRAV-     979,299.6   (mgal)                       NAVD 88
 AW1981
 AW1981  HORZ ORDER  -  SECOND
 AW1981  VERT ORDER  -  FIRST     CLASS II
 AW1981
 AW1981.The horizontal coordinates were established by classical geodetic methods
 AW1981.and adjusted by the National Geodetic Survey in February 1996..
 AW1981
 AW1981.The orthometric height was determined by differential leveling
 AW1981.and adjusted by the National Geodetic Survey in June 1991..
 AW1981
 AW1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1981
 AW1981.The geoid height was determined by GEOID03.
 AW1981
 AW1981.The dynamic height is computed by dividing the NAVD 88
 AW1981.geopotential number by the normal gravity value computed on the
 AW1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1981.degrees latitude (g = 980.6199 gals.).
 AW1981
 AW1981.The modeled gravity was interpolated from observed gravity values.
 AW1981
 AW1981;                    North         East     Units Scale Factor Converg.
 AW1981;SPC TXSC     - 4,236,823.869   972,048.079   MT  0.99991432   +1 53 16.7
 AW1981;SPC TXSC     -13,900,312.98  3,189,127.74   sFT  0.99991432   +1 53 16.7
 AW1981;SPC TX C     - 3,039,193.410 1,200,753.867   MT  1.00005998   +2 40 17.9
 AW1981;SPC TX C     - 9,971,087.05  3,939,473.31   sFT  1.00005998   +2 40 17.9
 AW1981;UTM  15      - 3,311,288.955   292,794.549   MT  1.00012974   -1 04 14.7
 AW1981
 AW1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1981!SPC TXSC     -   1.00000171  x   0.99991432  =   0.99991603
 AW1981!SPC TX C     -   1.00000171  x   1.00005998  =   1.00006169
 AW1981!UTM  15      -   1.00000171  x   1.00012974  =   1.00013145
 AW1981
 AW1981:                Primary Azimuth Mark                     Grid Az
 AW1981:SPC TXSC     -  CROSBY LAKE SHADOWS WATER TANK           010 54 36.2
 AW1981:SPC TX C     -  CROSBY LAKE SHADOWS WATER TANK           010 07 35.0
 AW1981:UTM  15      -  CROSBY LAKE SHADOWS WATER TANK           013 52 07.6
 AW1981
 AW1981|---------------------------------------------------------------------|
 AW1981| PID    Reference Object                     Distance      Geod. Az  |
 AW1981|                                                           dddmmss.s |
 AW1981| AW6283 CROSBY LAKE SHADOWS WATER TANK      APPROX. 3.5 KM 0124752.9 |
 AW1981| AW6219 CROSBY MUNICIPAL TANK               APPROX. 7.7 KM 0944925.3 |
 AW1981| CV7288 JACINTO RM 1                         24.282 METERS 09648     |
 AW1981| AW1982 JACINTO RM 2                         26.400 METERS 18727     |
 AW1981| AW1978 JACINTO AZ MK                                      2005255.3 |
 AW1981| AW6285 JACINTO RM 3                         20.090 METERS 28330     |
 AW1981|---------------------------------------------------------------------|
 AW1981
 AW1981                          SUPERSEDED SURVEY CONTROL
 AW1981
 AW1981  NAD 83(1986)-  29 54 53.56659(N)    095 08 46.61752(W) AD(       ) 2
 AW1981  NAD 27      -  29 54 52.76695(N)    095 08 45.86637(W) AD(       ) 2
 AW1981  NGVD 29 (12/23/87)   16.469  (m)           54.03   (f) ADJUSTED    1 2
 AW1981
 AW1981.Superseded values are not recommended for survey control.
 AW1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1981.See file dsdata.txt to determine how the superseded data were derived.
 AW1981
 AW1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9279511289(NAD 83)
 AW1981_MARKER: DS = TRIANGULATION STATION DISK
 AW1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1981_SP_SET: CONCRETE POST
 AW1981_STAMPING: JACINTO 1952
 AW1981_MARK LOGO: CGS   
 AW1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1981+STABILITY: SURFACE MOTION
 AW1981
 AW1981  HISTORY     - Date     Condition        Report By
 AW1981  HISTORY     - 1952     MONUMENTED       CGS
 AW1981  HISTORY     - 1954     GOOD             CGS
 AW1981  HISTORY     - 1963     GOOD             CGS
 AW1981  HISTORY     - 1963     GOOD             NGS
 AW1981  HISTORY     - 1968     GOOD             CGS
 AW1981  HISTORY     - 1968     GOOD             NGS
 AW1981  HISTORY     - 1978     GOOD             NGS
 AW1981  HISTORY     - 1978     GOOD             DOD
 AW1981  HISTORY     - 1983     GOOD             NGS
 AW1981  HISTORY     - 1986     GOOD             NGS
 AW1981
 AW1981                          STATION DESCRIPTION
 AW1981
 AW1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW1981'THE STATION IS LOCATED ABOUT 5 MILES WEST OF CROSBY, 5 MILES
 AW1981'NORTH-NORTHWEST OF SHELDON AND ABOUT 0.7 MILE SOUTH OF THE
 AW1981'SAN JACINTO RIVER.  IT IS 48 FEET EAST OF THE CENTER OF A GRAVELED
 AW1981'ROAD, 13 FEET NORTH-NORTHEAST OF A 12 INCH OAK TREE AND 2 FEET
 AW1981'WEST-SOUTHWEST OF A WITNESS POST.  IT IS STAMPED JACINTO 1952
 AW1981'AND PROJECTS 3 INCHES.
 AW1981'
 AW1981'REFERENCE MARK NO. 1 IS 146 FEET EAST OF THE CENTER OF A
 AW1981'NORTH-SOUTH GRAVELED ROAD.  IT IS STAMPED JACINTO NO 1 1952
 AW1981'AND PROJECTS 5 INCHES.
 AW1981'
 AW1981'REFERENCE MARK NO. 2 IS 68 FEET EAST OF THE CENTER OF A
 AW1981'NORTH-SOUTH GRAVELED ROAD.  IT IS STAMPED JACINTO NO 2 1952
 AW1981'AND IS SET FLUSH.
 AW1981'
 AW1981'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 AW1981'2 IS 118.5 FEET.
 AW1981'
 AW1981'THE AZIMUTH MARK IS LOCATED 65 FEET EAST OF THE CENTER OF A
 AW1981'NORTH-SOUTH GRAVELED ROAD AND 35 FEET NORTHEAST OF A FENCE
 AW1981'CORNER.  IT IS STAMPED JACINTO 1952 AND IS SET FLUSH.
 AW1981'
 AW1981'TO REACH THE STATION FROM THE SCHOOLHOUSE IN SHELDON, GO WESTERLY
 AW1981'ON U.S. HIGHWAY 90 FOR 0.15 MILE TO A CROSSROAD.  TURN RIGHT AND
 AW1981'GO NORTH ON A HARD SURFACED ROAD FOR 1.1 MILES TO A T ROAD
 AW1981'INTERSECTION, TURN LEFT AND GO WESTERLY ON A HARD SURFACED ROAD
 AW1981'1.9 MILES TO A T ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON
 AW1981'A GRAVELED ROAD FOR 1.9 MILES TO THE AZIMUTH MARK ON THE RIGHT
 AW1981'AS DESCRIBED, CONTINUE NORTH FOR 0.45 MILE TO THE STATION ON
 AW1981'THE RIGHT AS DESCRIBED.
 AW1981
 AW1981                          STATION RECOVERY (1954)
 AW1981
 AW1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 AW1981'0.2 MILE WEST ALONG U.S. HIGHWAY 90 FROM THE ELEMENTARY SCHOOL AT
 AW1981'SHELDON, THENCE 1.1 MILES NORTH ALONG AN OILED ROAD, THENCE
 AW1981'2.0 MILES WEST ALONG AN OILED ROAD, THENCE 2.45 MILES NORTHEAST
 AW1981'ALONG A GRADED DIRT ROAD, 0.1 MILE WEST OF THE LAKE HOUSTON
 AW1981'PUMPING STATION, 60 FEET SOUTH OF THE CENTER LINE OF A ROAD
 AW1981'LEADING EAST, 33 FEET EAST OF THE CENTER LINE OF A NORTH AND
 AW1981'SOUTH ROAD, 46 FEET NORTHWEST OF A POWER POLE, 12.4 FEET
 AW1981'NORTHEAST OF A 14 INCH OAK TREE, 1.8 FEET SOUTHWEST OF A
 AW1981'WITNESS POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 AW1981'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 AW1981'STAMPED JACINTO 1952.
 AW1981'
 AW1981'JACINTO 1952 AZIMUTH IS 0.4 MILE SOUTHWEST OF TRIANGULATION
 AW1981'STATION JACINTO 1952, 52.5 FEET SOUTHEAST OF THE CENTER LINE OF
 AW1981'A GRADED DIRT ROAD, 10.8 FEET EAST OF A 15 INCH PINE TREE, 19
 AW1981'FEET SOUTHEAST OF A 13 INCH OAK TREE, 1.4 FEET NORTHWEST OF A
 AW1981'FENCE, 28 FEET NORTHEAST OF A ROW OF TELEPHONE POLES, 2.4 FEET
 AW1981'NORTHEAST OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP
 AW1981'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 AW1981'STAMPED JACINTO 1952.
 AW1981
 AW1981                          STATION RECOVERY (1963)
 AW1981
 AW1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BIW)
 AW1981'ABOUT 1.0 MILE NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF
 AW1981'THE SHELDON-DE ZAVALLA ROAD AND U.S. HIGHWAY 90 AT SHELDON, THENCE
 AW1981'2.0 MILES WEST ALONG A PAVED ROAD, THENCE 2.05 MILES NORTH ALONG
 AW1981'A SHELL ROAD, THENCE 0.25 MILE NORTH ALONG A DOUBLE ROW OF POWER
 AW1981'POLES, ABOUT 0.1 MILE WEST OF THE LAKE HOUSTON PUMPING STATION,
 AW1981'ABOUT 129 FEET NORTHWEST OF A SMALL GROVE OF PINE TREES, 60
 AW1981'FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD ON A LEVEE AT THE
 AW1981'SOUTH EDGE OF LAKE HOUSTON, 46 FEET SOUTH OF A HURRICANE
 AW1981'FENCE, 86.6 FEET NORTH OF JACINTO R.M. 2, 45-1/2 FEET
 AW1981'NORTHWEST OF THE MOST NORTHWESTERLY OF 3 POWER POLES, 2.0 FEET
 AW1981'SOUTHWEST OF A WOODEN WITNESS POST, AND SET IN THE TOP OF A
 AW1981'CONCRETE POST PROJECTING 4 INCHES.
 AW1981'
 AW1981'JACINTO R.M. 2 IS 146-1/2 FEET SOUTH OF THE CENTER LINE OF A
 AW1981'PAVED ROAD ON A LEVEE AT THE SOUTH EDGE OF LAKE HOUSTON, 86.6
 AW1981'FEET SOUTH OF THE STATION MARK, 52 FEET SOUTHWEST OF THE CENTER
 AW1981'ONE OF THREE POWER POLES, 4-1/2 FEET SOUTHWEST OF A SMALL CONCRETE
 AW1981'FOUNDATION, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW1981'THE GROUND.
 AW1981'
 AW1981'JACINTO R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 AW1981'
 AW1981'THE AZIMUTH MARK, STAMPED JACINTO 1952, IS 0.6 MILE SOUTHEAST
 AW1981'OF THE STATION MARK, ABOUT 0.15 MILE SOUTH OF A CURVE, 53 FEET
 AW1981'EAST OF THE CENTER LINE OF A SHELL ROAD, 22 FEET NORTHEAST OF
 AW1981'A FENCE CORNER, 19 FEET SOUTHEAST OF A 15-INCH PINE TREE, 15
 AW1981'FEET EAST OF A FENCE, 16.0 FEET EAST OF A METAL WITNESS POST,
 AW1981'AND SET IN THE TOP OF A CONCRETE POST THAT IS IN A FENCE LINE
 AW1981'AND WHICH PROJECTS 2 INCHES.
 AW1981
 AW1981                          STATION RECOVERY (1963)
 AW1981
 AW1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW1981'5.4 MI NW FROM SHELDON.
 AW1981'ABOUT 1.0 MILE NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF THE
 AW1981'SHELDON-DE ZAVALLA ROAD AND U.S. HIGHWAY 90 AT SHELDON, THENCE 2.0
 AW1981'MILES WEST ALONG A PAVED ROAD, THENCE 2.05 MILES NORTH ALONG A SHELL
 AW1981'ROAD, THENCE 0.25 MILE NORTH ALONG A DOUBLE ROW OF POWER POLES, ABOUT
 AW1981'0.1 MILE WEST OF THE LAKE HOUSTON PUMPING STATION, ABOUT 129 FEET
 AW1981'NORTHWEST OF A SMALL GROVE OF PINE TREES, 60 FEET SOUTH OF THE CENTER
 AW1981'LINE OF A PAVED ROAD ON A LEVEE AT THE SOUTH EDGE OF LAKE HOUSTON, 46
 AW1981'FEET SOUTH OF A HURRICANE FENCE, 86.6 FEET NORTH OF JACINTO R.M. 2, 45
 AW1981'1/2 FEET NORTHWEST OF THE MOST NORTHWESTERLY OF 3 POWER POLES, 2.0
 AW1981'FEET SOUTHWEST OF A WOODEN WITNESS POST, AND SET IN THE TOP OF A
 AW1981'CONCRETE POST PROJECTING 4 INCHES.
 AW1981
 AW1981                          STATION RECOVERY (1968)
 AW1981
 AW1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW1981'THE STATION MARK AND REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 AW1981'RECOVERED.  REFERENCE MARK 1 HAS BEEN DESTROYED.  THE DISTANCE TO
 AW1981'REFERENCE MARK 2 DID NOT CHECK BY .08 OF A FOOT LONGER AND THE
 AW1981'SOUTH EDGE OF THE MONUMENT HAS BEEN BROKEN OFF.  A TOWER COULD
 AW1981'NOT BE BUILT OVER THE STATION DUE TO A POWER LINE AND REFERENCE
 AW1981'MARK 3 WAS ESTABLISHED AT THIS TIME AND THE OBSERVATIONS WERE
 AW1981'MADE FROM THIS POINT.  THE AZIMUTH MARK IS NO LONGER VISIBLE
 AW1981'FROM THE GROUND DUE TO TREES ON LINE.  FOLLOWING IS A NEW
 AW1981'DESCRIPTION.
 AW1981'
 AW1981'THE STATION IS LOCATED AT THE SOUTH EDGE OF LAKE HOUSTON, ABOUT
 AW1981'17 MILES NORTHEAST OF THE CENTER OF HOUSTON, 4-3/4 MILES WEST
 AW1981'OF CROSBY, 3-1/2 MILES NORTH-NORTHWEST OF SHELDON AND ON PROPERTY
 AW1981'OF THE CITY OF HOUSTON.
 AW1981'
 AW1981'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 90, 90A
 AW1981'AND INTERSTATE 610 IN THE NORTHEAST EDGE OF HOUSTON, GO NORTHEAST
 AW1981'ON U.S. HIGHWAY 90 FOR 4.5 MILES TO A CROSSROAD.  TURN LEFT AND
 AW1981'GO NORTH ON FARM ROAD 526 (C.E. KING PARKWAY) FOR 3.6 MILES TO A
 AW1981'CROSSROAD (GARRETT ROAD).  CONTINUE AHEAD NORTH AND EAST ON THE
 AW1981'C.E. KING PARKWAY FOR 3.4 MILES TO A FORK.  BEAR RIGHT AND GO
 AW1981'IN AN EASTERLY DIRECTION ON A PAVED ROAD FOR 0.45 MILE TO A
 AW1981'T-ROAD JUST AFTER CROSSING A CANAL.  TURN LEFT AND GO NORTH ON
 AW1981'A PAVED ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AW1981'CONTINUE AHEAD NORTH AND NORTHEAST ON THE PAVED ROAD FOR
 AW1981'0.35 MILE TO A LOCKED GATE AND PUMPING STATION ON THE LEFT.
 AW1981'(KEY FOR THE LOCKED GATES MAY BE OBTAINED FROM THE PUMPING
 AW1981'STATION.) PASS THROUGH THE GATE AND GO NORTHEAST ON A PAVED
 AW1981'ROAD FOR 0.05 MILE TO TOP OF A LEVEE.  TURN LEFT, GO WEST
 AW1981'ATOP A LEVEE ROAD FOR 0.15 MILE TO THE END OF THE ROAD, A
 AW1981'LOCKED GATE AND THE STATION ON THE LEFT.
 AW1981'
 AW1981'THE STATION MARK IS A STANDARD DISK STAMPED JACINTO 1952, SET IN
 AW1981'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 AW1981'INCHES ABOVE THE GROUND.  IT IS 62 FEET SOUTH OF THE CENTER OF
 AW1981'THE LEVEE ROAD, 56.4 FEET SOUTHEAST OF THE EAST GATE POST OF THE
 AW1981'LOCKED GATE, 46 FEET NORTHWEST OF POWER LINE POLE NO. 50 AND 2
 AW1981'FEET SOUTHWEST OF A METAL WITNESS POST.
 AW1981'
 AW1981'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JACINTO NO 2 1952,
 AW1981'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AW1981'3 INCHES ABOVE THE GROUND.  IT IS 57 FEET SOUTH-SOUTHWEST OF
 AW1981'POWER LINE POLE NO. 50 AND 5 FEET SOUTHWEST OF A 4 BY 6 FEET
 AW1981'CONCRETE SLAB.
 AW1981'
 AW1981'REFERENCE MARK 3 IS A STANDARD DISK STAMPED JACINTO 1952 NO 3
 AW1981'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW1981'FLUSH WITH THE GROUND.  IT IS 103 FEET WEST-NORTHWEST OF POWER
 AW1981'LINE POLE NO. 50, 62 FEET SOUTHWEST OF THE EAST GATE POST OF
 AW1981'THE LOCKED GATE AND 5 FEET EAST-SOUTHEAST OF A METAL WITNESS
 AW1981'POST.
 AW1981'
 AW1981'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JACINTO 1952, SET
 AW1981'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 AW1981'INCHES ABOVE THE GROUND.  IT IS 55 FEET EAST OF THE CENTER OF THE
 AW1981'PAVED ROAD, 16 FEET EAST OF A METAL WITNESS POST AND 16 FEET
 AW1981'NORTHWEST OF THE CENTER OF A DRIVEWAY.
 AW1981
 AW1981                          STATION RECOVERY (1968)
 AW1981
 AW1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW1981'RECOVERED IN GOOD CONDITION.
 AW1981
 AW1981                          STATION RECOVERY (1978)
 AW1981
 AW1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1981'RECOVERED IN GOOD CONDITION.
 AW1981
 AW1981                          STATION RECOVERY (1978)
 AW1981
 AW1981'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1981'RECOVERED IN GOOD CONDITION.
 AW1981
 AW1981                          STATION RECOVERY (1983)
 AW1981
 AW1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1981'RECOVERED IN GOOD CONDITION.  NOTE, CHANGE 2.0 MILE WEST ALONG A PAVED
 AW1981'ROAD, TO 2.0 MILE WEST ALONG GARRETT ROAD.
 AW1981'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AW1981
 AW1981                          STATION RECOVERY (1986)
 AW1981
 AW1981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1981'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.7 KM (1.05
 AW1981'MI) NORTH ALONG SHELDON ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY 90 IN
 AW1981'SHELDON, THENCE 3.2 KM (2.0 MI) WEST ALONG GARRETT ROAD, THENCE 3.7 KM
 AW1981'(2.3 MI) NORTHEASTERLY ALONG A PAVED AND SHELLED ROAD, THENCE 0.3 KM
 AW1981'(0.2 MI) NORTHWEST ACROSS COUNTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1978 ***********************************************************************
 AW1978  DESIGNATION -  JACINTO AZ MK
 AW1978  PID         -  AW1978
 AW1978  STATE/COUNTY-  TX/HARRIS
 AW1978  USGS QUAD   -  HARMASTON (1982)
 AW1978
 AW1978                         *CURRENT SURVEY CONTROL
 AW1978  ___________________________________________________________________
 AW1978* NAD 83(1986)-  29 54 30.     (N)    095 08 58.     (W)     SCALED    
 AW1978* NAVD 88     -        15.858  (meters)      52.03   (feet)  ADJUSTED  
 AW1978  ___________________________________________________________________
 AW1978  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW1978  DYNAMIC HT  -          15.837 (meters)      51.96  (feet)  COMP
 AW1978  MODELED GRAV-     979,299.2   (mgal)                       NAVD 88
 AW1978
 AW1978  VERT ORDER  -  FIRST     CLASS II
 AW1978
 AW1978.The horizontal coordinates were scaled from a topographic map and have
 AW1978.an estimated accuracy of +/- 6 seconds.
 AW1978
 AW1978.The orthometric height was determined by differential leveling
 AW1978.and adjusted by the National Geodetic Survey in June 1991..
 AW1978
 AW1978.The geoid height was determined by GEOID03.
 AW1978
 AW1978.The dynamic height is computed by dividing the NAVD 88
 AW1978.geopotential number by the normal gravity value computed on the
 AW1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1978.degrees latitude (g = 980.6199 gals.).
 AW1978
 AW1978.The modeled gravity was interpolated from observed gravity values.
 AW1978
 AW1978;                    North         East    Units  Estimated Accuracy
 AW1978;SPC TXSC     - 4,236,090.      971,770.      MT  (+/- 180 meters Scaled)
 AW1978
 AW1978                          SUPERSEDED SURVEY CONTROL
 AW1978
 AW1978  NGVD 29 (12/23/87)   15.857  (m)           52.02   (f) ADJUSTED    1 2
 AW1978
 AW1978.Superseded values are not recommended for survey control.
 AW1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1978.See file dsdata.txt to determine how the superseded data were derived.
 AW1978
 AW1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP924105(NAD 83)
 AW1978_MARKER: DZ = AZIMUTH MARK DISK
 AW1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1978_SP_SET: CONCRETE POST
 AW1978_STAMPING: JACINTO 1952
 AW1978_MARK LOGO: CGS   
 AW1978_PROJECTION: PROJECTING 3 CENTIMETERS
 AW1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1978+STABILITY: SURFACE MOTION
 AW1978
 AW1978  HISTORY     - Date     Condition        Report By
 AW1978  HISTORY     - 1952     MONUMENTED       CGS
 AW1978  HISTORY     - 1963     GOOD             NGS
 AW1978  HISTORY     - 1968     GOOD             NGS
 AW1978  HISTORY     - 1978     GOOD             NGS
 AW1978  HISTORY     - 1978     GOOD             DOD
 AW1978  HISTORY     - 1983     GOOD             NGS
 AW1978  HISTORY     - 1986     GOOD             NGS
 AW1978
 AW1978                          STATION DESCRIPTION
 AW1978
 AW1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AW1978'4.8 MI NW FROM SHELDON.
 AW1978'ABOUT 1.0 MILE NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF THE
 AW1978'SHELDON-DE ZAVALLA ROAD AND U.S. HIGHWAY 90 AT SHELDON, THENCE 2.0
 AW1978'MILES WEST ALONG A PAVED ROAD, THENCE 1.8 MILES NORTH ALONG A SHELL
 AW1978'ROAD, ABOUT 0.15 MILE SOUTHE OF A CURVE, 53 FEET EAST OF THE CENTER
 AW1978'LINE OF THE ROAD, 22 FEET NORTHEAST OF A FENCE CORNER, 19 FEET
 AW1978'SOUTHEAST OF A 15-INCH PINE TREE, 15 FEET EAST OF A FENCE, 16.0 FEET
 AW1978'EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 AW1978'THAT IS IN A FENCE LINE AND WHICH PROJECTS 2 INCHES.
 AW1978
 AW1978                          STATION RECOVERY (1968)
 AW1978
 AW1978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 AW1978'RECOVERED IN GOOD CONDITION.
 AW1978
 AW1978                          STATION RECOVERY (1978)
 AW1978
 AW1978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1978'RECOVERED IN GOOD CONDITION.
 AW1978
 AW1978                          STATION RECOVERY (1978)
 AW1978
 AW1978'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 AW1978'RECOVERED IN GOOD CONDITION.
 AW1978
 AW1978                          STATION RECOVERY (1983)
 AW1978
 AW1978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1978'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW1978'1.7 KM (1.05 MI) NORTH ALONG SHELDON ROAD FROM THE JUNCTION OF U.S.
 AW1978'HIGHWAY 90 IN SHELDON, THENCE 3.2 KM (2.0 MI) WEST ALONG GARRETT ROAD,
 AW1978'THENCE 3.0 KM (1.9 MI) NORTH-NORTHEAST ALONG A SHELL AND PAVED ROAD,
 AW1978'AT A POINT ABOUT 60.9 METERS (200 FT) SOUTH-SOUTHWEST OF EISENHOWER
 AW1978'PARK STREET AND AQUEDUCT INTERSECTION, 16.15 METERS (53.0 FT) EAST OF
 AW1978'THE CENTERLINE OF AQUEDUCT ROAD, 6.71 METERS (22.0 FT) NORTHEAST OF A
 AW1978'FENCE, 4.57 METERS (15.0 FT) EAST OF A FENCE, AND 3.66 METERS
 AW1978'(12.0 FT) EAST-SOUTHEAST OF A 30-INCH PINE TREE.
 AW1978'THE MARK IS 4.8 METERS  E FROM A WITNESS POST.
 AW1978'THE MARK IS ABOVE LEVEL WITH ROAD.
 AW1978
 AW1978                          STATION RECOVERY (1986)
 AW1978
 AW1978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1978'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.5 M
 AW1978'(1.6 FT) NORTHWEST OF A FENCE.  DELETE--6.7 M (22.0 FT) NORTHEAST OF A
 AW1978'FENCE, AND 4.6 M (15.0 FT) EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6264 ***********************************************************************
 AW6264  DESIGNATION -  JACINTO CITY MUNICIPAL TANK
 AW6264  PID         -  AW6264
 AW6264  STATE/COUNTY-  TX/HARRIS
 AW6264  USGS QUAD   -  JACINTO CITY (1982)
 AW6264
 AW6264                         *CURRENT SURVEY CONTROL
 AW6264  ___________________________________________________________________
 AW6264* NAD 83(1993)-  29 46 06.61568(N)    095 14 38.71082(W)     ADJUSTED  
 AW6264* NAVD 88     -                                                        
 AW6264  ___________________________________________________________________
 AW6264  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW6264  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6264
 AW6264  HORZ ORDER  -  THIRD
 AW6264
 AW6264.The horizontal coordinates were established by classical geodetic methods
 AW6264.and adjusted by the National Geodetic Survey in February 1996..
 AW6264
 AW6264
 AW6264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6264
 AW6264.The geoid height was determined by GEOID03.
 AW6264
 AW6264;                    North         East     Units Scale Factor Converg.
 AW6264;SPC TXSC     - 4,220,301.453   963,130.547   MT  0.99989178   +1 50 24.3
 AW6264;SPC TXSC     -13,846,105.68  3,159,870.80   sFT  0.99989178   +1 50 24.3
 AW6264;UTM  15      - 3,295,244.468   283,034.160   MT  1.00018085   -1 06 52.6
 AW6264
 AW6264                          SUPERSEDED SURVEY CONTROL
 AW6264
 AW6264  NAD 83(1986)-  29 46 06.63049(N)    095 14 38.69165(W) AD(       ) 4
 AW6264  NAD 27      -  29 46 05.81384(N)    095 14 37.92650(W) AD(       ) 3
 AW6264
 AW6264.Superseded values are not recommended for survey control.
 AW6264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6264.See file dsdata.txt to determine how the superseded data were derived.
 AW6264
 AW6264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8303495244(NAD 83)
 AW6264_MARKER: 53 = ELEVATED TANK
 AW6264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW6264+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 AW6264
 AW6264  HISTORY     - Date     Condition        Report By
 AW6264  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6264  HISTORY     - 19981017 GOOD             USPSQD
 AW6264  HISTORY     - 19991113 GOOD             USPSQD
 AW6264  HISTORY     - 20031206 GOOD             USPSQD
 AW6264
 AW6264                          STATION DESCRIPTION
 AW6264
 AW6264'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6264'THE STATION IS LOCATED IN THE SOUTHEASTERN SUBURBS OF THE
 AW6264'CITY OF HOUSTON.  IT IS 120 FEET SOUTH OF OSWEGO STREET AND
 AW6264'120 FEET WEST OF FLINT STREET.  IT IS SUPPORTED BY A 4-LEGGED
 AW6264'STEEL STRUCTURE AND IS SILVER IN COLOR.  THE OVERALL HEIGHT
 AW6264'IS 120 FEET.  THE BALL AT THE APEX WAS THE POINT OBSERVED.
 AW6264
 AW6264                          STATION RECOVERY (1998)
 AW6264
 AW6264'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6264'RECOVERED IN GOOD CONDITION.
 AW6264
 AW6264                          STATION RECOVERY (1999)
 AW6264
 AW6264'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW6264'RECOVERED IN GOOD CONDITION.
 AW6264
 AW6264                          STATION RECOVERY (2003)
 AW6264
 AW6264'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW6264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0579 ***********************************************************************
 AW0579  DESIGNATION -  JACINTO RM 1
 AW0579  PID         -  AW0579
 AW0579  STATE/COUNTY-  TX/GALVESTON
 AW0579  USGS QUAD   -  GALVESTON (1994)
 AW0579
 AW0579                         *CURRENT SURVEY CONTROL
 AW0579  ___________________________________________________________________
 AW0579* NAD 83(1986)-  29 20 07.     (N)    094 45 11.     (W)     SCALED    
 AW0579* NAVD 88     -         3.868  (meters)      12.69   (feet)  ADJUSTED  
 AW0579  ___________________________________________________________________
 AW0579  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0579  DYNAMIC HT  -           3.862 (meters)      12.67  (feet)  COMP
 AW0579  MODELED GRAV-     979,265.9   (mgal)                       NAVD 88
 AW0579
 AW0579  VERT ORDER  -  FIRST     CLASS II
 AW0579
 AW0579.The horizontal coordinates were scaled from a topographic map and have
 AW0579.an estimated accuracy of +/- 6 seconds.
 AW0579
 AW0579.The orthometric height was determined by differential leveling
 AW0579.and adjusted by the National Geodetic Survey in March 1997..
 AW0579
 AW0579.The geoid height was determined by GEOID03.
 AW0579
 AW0579.The dynamic height is computed by dividing the NAVD 88
 AW0579.geopotential number by the normal gravity value computed on the
 AW0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0579.degrees latitude (g = 980.6199 gals.).
 AW0579
 AW0579.The modeled gravity was interpolated from observed gravity values.
 AW0579
 AW0579;                    North         East    Units  Estimated Accuracy
 AW0579;SPC TXSC     - 4,173,940.    1,012,330.      MT  (+/- 180 meters Scaled)
 AW0579
 AW0579                          SUPERSEDED SURVEY CONTROL
 AW0579
 AW0579  NAVD 88 (06/15/91)    3.906  (m)           12.81   (f) UNKNOWN     1 1
 AW0579  NGVD 29 (12/23/87)    3.903  (m)           12.81   (f) ADJUSTED    1 1
 AW0579
 AW0579.Superseded values are not recommended for survey control.
 AW0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0579.See file dsdata.txt to determine how the superseded data were derived.
 AW0579
 AW0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN297464(NAD 83)
 AW0579_MARKER: DR = REFERENCE MARK DISK
 AW0579_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0579_SP_SET: SEAWALL
 AW0579_STAMPING: JACINTO NO 1 1933 ELEV 14.331 FT
 AW0579_MARK LOGO: CGS   
 AW0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0579+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0579
 AW0579  HISTORY     - Date     Condition        Report By
 AW0579  HISTORY     - 1933     MONUMENTED       CGS
 AW0579  HISTORY     - 1964     GOOD             NGS
 AW0579  HISTORY     - 1978     GOOD             NGS
 AW0579  HISTORY     - 1987     GOOD             USPSQD
 AW0579  HISTORY     - 1987     GOOD             USPSQD
 AW0579  HISTORY     - 1987     GOOD             NGS
 AW0579  HISTORY     - 1988     GOOD             USPSQD
 AW0579  HISTORY     - 1988     GOOD             USPSQD
 AW0579  HISTORY     - 1988     GOOD             USPSQD
 AW0579  HISTORY     - 1988     GOOD             USPSQD
 AW0579  HISTORY     - 1988     GOOD             USPSQD
 AW0579  HISTORY     - 1989     GOOD             USPSQD
 AW0579  HISTORY     - 1989     GOOD             USPSQD
 AW0579  HISTORY     - 1989     GOOD             USPSQD
 AW0579  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0579  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0579  HISTORY     - 1989     POOR             USPSQD
 AW0579  HISTORY     - 1990     GOOD             USPSQD
 AW0579  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW0579  HISTORY     - 19951006 GOOD             CHANCE
 AW0579  HISTORY     - 19961205 GOOD             NGS
 AW0579  HISTORY     - 20020614 GOOD             USPSQD
 AW0579  HISTORY     - 20031210 GOOD             USPSQD
 AW0579  HISTORY     - 20040130 GOOD             USPSQD
 AW0579  HISTORY     - 20051214 GOOD             USPSQD
 AW0579
 AW0579                          STATION DESCRIPTION
 AW0579
 AW0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0579'3.7 MI NE FROM GALVESTON.
 AW0579'ABOUT 3.7 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0579'CENTER AT GALVESTON, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW0579'BOULEVARD 15 1/2 FEET SOUTHWEST OF THE WEST CORNER OF A SMALL BUILDING
 AW0579'HOUSING A BAIT STAND, ABOUT 67 FEET SOUTHWEST OF BENCH MARK A 168 AT
 AW0579'THE END OF THE SEA WALL, SET IN THE CENTER OF THE TOP OF THE CONCRETE
 AW0579'SEA WALL, AND ABOUT LEVEL WITH THE BOULEVARD.
 AW0579
 AW0579                          STATION RECOVERY (1978)
 AW0579
 AW0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (1987)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (1987)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (1987)
 AW0579
 AW0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0579'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--60.1 M
 AW0579'(197.2 FT) SOUTHWEST OF BENCH MARK A 168.
 AW0579
 AW0579                          STATION RECOVERY (1988)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1988 (MQK)
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (1988)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (1988)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (1988)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (1988)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (1989)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (1989)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (1989)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (1989)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0579'MARK NOT FOUND.
 AW0579
 AW0579                          STATION RECOVERY (1989)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0579'MARK NOT FOUND.
 AW0579
 AW0579                          STATION RECOVERY (1989)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0579'MARK RECOVERED IN POOR CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (1990)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (1994)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0579'MARK NOT FOUND.
 AW0579
 AW0579                          STATION RECOVERY (1995)
 AW0579
 AW0579'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0579'RECOVERED AS DESCRIBED EXCEPT THE BUILDING HOUSING A BAIT STAND
 AW0579'MENTIONED IN THE DESCRIPTION HAS BEEN DESTROYED.  ADDITIONAL TIES
 AW0579'FOLLOW.  4.0 SOUTHEAST OF THE EAST EDGE OF SEAWALL BOULEVARD, 59.3 M
 AW0579'(194.6 FT) SOUTH OF THE CONCRETE BARRIER AT THE END OF THE BOULEVARD.
 AW0579'31.6 M (103.7 FT) NORTH OF A --DEAD END-- SIGN.  33.0 WEST NORTHWEST
 AW0579'OF A UTILITY POLE, 26.5 M (86.9 FT) NORTH OF A LONE PALM TREE.
 AW0579
 AW0579                          STATION RECOVERY (1996)
 AW0579
 AW0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0579'3.8 KM (2.35 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW0579'JUNCTION OF BROADWAY AVENUE IN GALVESTON, NEAR THE CENTER OF A
 AW0579'CONCRETE SEAWALL ALONG THE SOUTHEAST SIDE OF SEAWALL BOULEVARD, 41.2 M
 AW0579'(135.2 FT) NORTHWEST OF THE CENTER OF BODECKER ROAD, 33.0 M (108.3 FT)
 AW0579'WEST OF A UTILITY POLE, 31.6 M (103.7 FT) NORTH OF A DEAD END SIGN,
 AW0579'10.4 M (34.1 FT) SOUTHEAST OF THE BOULEVARD CENTERLINE, 0.5 M (1.6 FT)
 AW0579'NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL, 0.4 M (1.3 FT) BELOW
 AW0579'THE LEVEL OF THE ROAD, AND 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AW0579
 AW0579                          STATION RECOVERY (2002)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0579'MARKER IS 197.7 FEET SOUTHWEST OF BENCH MARK A168, 244.5 FEET
 AW0579'NORTHEAST OF BENCH MARK JACINTO RM 2, 86.3 FEET NORTH OF A LONE PALM
 AW0579'TREE, AND 4 FEET SOUTHEAST OF THE EAST EDGE OF SEAWALL BOULEVARD.
 AW0579
 AW0579                          STATION RECOVERY (2003)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (2004)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0579'RECOVERED IN GOOD CONDITION.
 AW0579
 AW0579                          STATION RECOVERY (2005)
 AW0579
 AW0579'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0579'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0580 ***********************************************************************
 AW0580  DESIGNATION -  JACINTO RM 2
 AW0580  PID         -  AW0580
 AW0580  STATE/COUNTY-  TX/GALVESTON
 AW0580  USGS QUAD   -  GALVESTON (1994)
 AW0580
 AW0580                         *CURRENT SURVEY CONTROL
 AW0580  ___________________________________________________________________
 AW0580* NAD 83(1986)-  29 20 04.     (N)    094 45 12.     (W)     SCALED    
 AW0580* NAVD 88     -         3.976  (meters)      13.04   (feet)  ADJUSTED  
 AW0580  ___________________________________________________________________
 AW0580  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0580  DYNAMIC HT  -           3.971 (meters)      13.03  (feet)  COMP
 AW0580  MODELED GRAV-     979,265.9   (mgal)                       NAVD 88
 AW0580
 AW0580  VERT ORDER  -  FIRST     CLASS II
 AW0580
 AW0580.The horizontal coordinates were scaled from a topographic map and have
 AW0580.an estimated accuracy of +/- 6 seconds.
 AW0580
 AW0580.The orthometric height was determined by differential leveling
 AW0580.and adjusted by the National Geodetic Survey in March 1997..
 AW0580
 AW0580.The geoid height was determined by GEOID03.
 AW0580
 AW0580.The dynamic height is computed by dividing the NAVD 88
 AW0580.geopotential number by the normal gravity value computed on the
 AW0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0580.degrees latitude (g = 980.6199 gals.).
 AW0580
 AW0580.The modeled gravity was interpolated from observed gravity values.
 AW0580
 AW0580;                    North         East    Units  Estimated Accuracy
 AW0580;SPC TXSC     - 4,173,850.    1,012,310.      MT  (+/- 180 meters Scaled)
 AW0580
 AW0580                          SUPERSEDED SURVEY CONTROL
 AW0580
 AW0580  NAVD 88 (06/15/91)    4.008  (m)           13.15   (f) UNKNOWN     1 1
 AW0580  NGVD 29 (12/23/87)    4.004  (m)           13.14   (f) ADJUSTED    1 1
 AW0580
 AW0580.Superseded values are not recommended for survey control.
 AW0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0580.See file dsdata.txt to determine how the superseded data were derived.
 AW0580
 AW0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN297463(NAD 83)
 AW0580_MARKER: DR = REFERENCE MARK DISK
 AW0580_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0580_SP_SET: SEAWALL
 AW0580_STAMPING: JACINTO NO 2 1933 ELEV 14.452
 AW0580_MARK LOGO: CGS   
 AW0580_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0580+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 AW0580
 AW0580  HISTORY     - Date     Condition        Report By
 AW0580  HISTORY     - 1933     MONUMENTED       CGS
 AW0580  HISTORY     - 1964     GOOD             NGS
 AW0580  HISTORY     - 1970     GOOD             NGS
 AW0580  HISTORY     - 1978     GOOD             NGS
 AW0580  HISTORY     - 1984     GOOD             USPSQD
 AW0580  HISTORY     - 1987     GOOD             USPSQD
 AW0580  HISTORY     - 1987     GOOD             USPSQD
 AW0580  HISTORY     - 1987     GOOD             NGS
 AW0580  HISTORY     - 1988     GOOD             USPSQD
 AW0580  HISTORY     - 1988     GOOD             USPSQD
 AW0580  HISTORY     - 1988     GOOD             USPSQD
 AW0580  HISTORY     - 1988     GOOD             USPSQD
 AW0580  HISTORY     - 1988     GOOD             USPSQD
 AW0580  HISTORY     - 1988     GOOD             USPSQD
 AW0580  HISTORY     - 1988     GOOD             USPSQD
 AW0580  HISTORY     - 1988     GOOD             USPSQD
 AW0580  HISTORY     - 1989     GOOD             USPSQD
 AW0580  HISTORY     - 1989     GOOD             USPSQD
 AW0580  HISTORY     - 1989     GOOD             USPSQD
 AW0580  HISTORY     - 1989     GOOD             USPSQD
 AW0580  HISTORY     - 1989     GOOD             USPSQD
 AW0580  HISTORY     - 1989     GOOD             USPSQD
 AW0580  HISTORY     - 1989     GOOD             USPSQD
 AW0580  HISTORY     - 1990     GOOD             USPSQD
 AW0580  HISTORY     - 19940917 GOOD             USPSQD
 AW0580  HISTORY     - 19951006 GOOD             CHANCE
 AW0580  HISTORY     - 19960327 GOOD             NGS
 AW0580  HISTORY     - 19961205 GOOD             NGS
 AW0580  HISTORY     - 20020611 GOOD             USPSQD
 AW0580  HISTORY     - 20031210 GOOD             USPSQD
 AW0580  HISTORY     - 20041210 GOOD             USPSQD
 AW0580  HISTORY     - 20051214 GOOD             USPSQD
 AW0580
 AW0580                          STATION DESCRIPTION
 AW0580
 AW0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0580'3.7 MI NE FROM GALVESTON.
 AW0580'ABOUT 3.7 MILES NORTHEAST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0580'CENTER AT GALVESTON, ABOUT 148 YARDS SOUTHWEST OF THE NORTHEAST END OF
 AW0580'THE SEA WALL, ABOUT 77 YARDS SOUTH OF JACINTO 1933, ABOUT 81 YARDS
 AW0580'SOUTHWEST OF R.M. 1, 27 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD
 AW0580'LEADING OFF THE BOULEVARD TO THE BEACH AND A JETTY, AND SET IN THE TOP
 AW0580'OF THE CONCRETE SEA WALL.  NOTE-- THIS MARK IS COVERED BY ABOUT 3
 AW0580'INCHES OF ASPHALT BUT THE DISK IS VISIBLE THROUGH A 4-INCH HOLE IN THE
 AW0580'ASPHALT.
 AW0580
 AW0580                          STATION RECOVERY (1970)
 AW0580
 AW0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1978)
 AW0580
 AW0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1984)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1987)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1987)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1987)
 AW0580
 AW0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0580'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--8.5 M
 AW0580'(27.9 FT) NORTHEAST OF A STOP SIGN.
 AW0580
 AW0580                          STATION RECOVERY (1988)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLC)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1988)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1988)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1988)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1988)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1988)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1988)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1988)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1989)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1989)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1989 (GEB)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1989)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1989)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1989)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1989)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1989)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDB)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1990)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1994)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (1995)
 AW0580
 AW0580'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0580'RECOVERED AS DESCRIBED.  ADDITIONAL TIES FOLLOW.  0.5 M (1.6 FT) WEST
 AW0580'OF THE EAST EDGE OF THE SEAWALL, 4.1 M (13.5 FT) EAST OF THE PROJECTED
 AW0580'EAST EDGE OF SEAWALL BOULEVARD, 5.4 M (17.7 FT) NORTH OF THE NORTH
 AW0580'EDGE OF A CONCRETE PLACQUE HOLDER, 43.0 M (141.1 FT) SOUTH OF A --DEAD
 AW0580'END-- SIGN.
 AW0580
 AW0580                          STATION RECOVERY (1996)
 AW0580
 AW0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RWD)
 AW0580'RECOVERED AS DESCRIBED.
 AW0580
 AW0580                          STATION RECOVERY (1996)
 AW0580
 AW0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0580'3.8 KM (2.35 MI) NORTHEASTERLY ALONG SEAWALL BOULEVARD FROM THE
 AW0580'JUNCTION OF BROADWAY AVENUE IN GALVESTON, 10.6 M (34.8 FT) SOUTHEAST
 AW0580'OF THE BOULEVARD CENTER, 8.3 M (27.2 FT) SOUTHEAST OF THE EXTENDED
 AW0580'CENTER OF BODECKER ROAD, 7.5 M (24.6 FT) NORTHEAST OF A STOP SIGN, 0.5
 AW0580'M (1.6 FT) WEST OF THE EAST EDGE OF THE SEAWALL, AND 0.8 M (2.6 FT)
 AW0580'BELOW THE LEVEL OF THE ROAD.
 AW0580
 AW0580                          STATION RECOVERY (2002)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0580'MARKER IS NOW 19 FEET NORTHEAST OF THE RELOCATED STOP SIGN.
 AW0580
 AW0580                          STATION RECOVERY (2003)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (2004)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0580'RECOVERED IN GOOD CONDITION.
 AW0580
 AW0580                          STATION RECOVERY (2005)
 AW0580
 AW0580'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0580'FOUND AS DESCRIBED. GO TO N29 19 02.2 W094 45 09.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6285 ***********************************************************************
 AW6285  DESIGNATION -  JACINTO RM 3
 AW6285  PID         -  AW6285
 AW6285  STATE/COUNTY-  TX/HARRIS
 AW6285  USGS QUAD   -  HARMASTON (1982)
 AW6285
 AW6285                         *CURRENT SURVEY CONTROL
 AW6285  ___________________________________________________________________
 AW6285* NAD 83(1993)-  29 54 53.70349(N)    095 08 47.36376(W)     ADJUSTED  
 AW6285* NAVD 88     -        17.43   (+/-2cm)      57.2    (feet)  VERTCON   
 AW6285  ___________________________________________________________________
 AW6285  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AW6285  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW6285
 AW6285  HORZ ORDER  -  FIRST
 AW6285  VERT ORDER  -  THIRD ? (See Below)
 AW6285
 AW6285.The horizontal coordinates were established by classical geodetic methods
 AW6285.and adjusted by the National Geodetic Survey in February 1996..
 AW6285
 AW6285.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6285.The vertical order pertains to the NGVD 29 superseded value.
 AW6285
 AW6285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6285
 AW6285.The geoid height was determined by GEOID03.
 AW6285
 AW6285;                    North         East     Units Scale Factor Converg.
 AW6285;SPC TXSC     - 4,236,827.912   972,028.402   MT  0.99991433   +1 53 16.4
 AW6285;SPC TXSC     -13,900,326.24  3,189,063.18   sFT  0.99991433   +1 53 16.4
 AW6285;UTM  15      - 3,311,294.010   292,775.102   MT  1.00012984   -1 04 15.1
 AW6285
 AW6285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6285!SPC TXSC     -   1.00000156  x   0.99991433  =   0.99991589
 AW6285!UTM  15      -   1.00000156  x   1.00012984  =   1.00013140
 AW6285
 AW6285:                Primary Azimuth Mark                     Grid Az
 AW6285:SPC TXSC     -  JACINTO RM 3 AZ MK                       079 40 32.8
 AW6285:UTM  15      -  JACINTO RM 3 AZ MK                       082 38 04.3
 AW6285
 AW6285|---------------------------------------------------------------------|
 AW6285| PID    Reference Object                     Distance      Geod. Az  |
 AW6285|                                                           dddmmss.s |
 AW6285| AW1983 JACINTO RM 3 AZ MK                                 0813349.2 |
 AW6285| AW1981 JACINTO                              20.090 METERS 10330     |
 AW6285|---------------------------------------------------------------------|
 AW6285
 AW6285                          SUPERSEDED SURVEY CONTROL
 AW6285
 AW6285  NAD 83(1986)-  29 54 53.71884(N)    095 08 47.34545(W) AD(       ) 1
 AW6285  NAD 27      -  29 54 52.91926(N)    095 08 46.59461(W) AD(       ) 1
 AW6285  NGVD 29 (07/19/86)   17.43   (m)           57.2    (f) LEVELING    3  
 AW6285
 AW6285.Superseded values are not recommended for survey control.
 AW6285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6285.See file dsdata.txt to determine how the superseded data were derived.
 AW6285
 AW6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP9277511294(NAD 83)
 AW6285_MARKER: DR = REFERENCE MARK DISK
 AW6285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6285_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6285
 AW6285  HISTORY     - Date     Condition        Report By
 AW6285  HISTORY     - 1968     MONUMENTED       CGS
 AW6285
 AW6285                          STATION DESCRIPTION
 AW6285
 AW6285'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6285'THE STATION IS LOCATED AT THE SOUTH EDGE OF LAKE HOUSTON, ABOUT 17
 AW6285'MILES NORTHEAST OF THE CENTER OF HOUSTON, 4-3/4 MILES WEST OF
 AW6285'CROSBY, 3-1/2 MILES NORTH-NORTHWEST OF SHELDON AND ON PROPERTY OF
 AW6285'THE CITY OF HOUSTON.
 AW6285'
 AW6285'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 90, 90A AND
 AW6285'INTERSTATE 610 IN THE NORTHEAST EDGE OF HOUSTON, GO NORTHEAST ON
 AW6285'U.S. HIGHWAY 90 FOR 4.5 MILES TO A CROSSROAD.  TURN LEFT AND GO
 AW6285'NORTH ON FARM ROAD 526 (C.E. KING PARKWAY) FOR 3.6 MILES TO A
 AW6285'CROSSROAD (GARRETT ROAD).  CONTINUE AHEAD NORTH AND EAST ON C.E.
 AW6285'KING PARKWAY FOR 3.4 MILES TO A FORK.  BEAR RIGHT AND GO IN AN
 AW6285'EASTERLY DIRECTION ON A PAVED ROAD FOR 0.45 MILE TO A T-ROAD JUST
 AW6285'AFTER CROSSING A CANAL.  TURN LEFT AND GO NORTH ON A PAVED
 AW6285'ROAD FOR 0.55 MILE TO AZIMUTH MARK 1952 ON THE RIGHT.  CONTINUE
 AW6285'AHEAD NORTH AND NORTHEAST ON THE PAVED ROAD FOR 0.35 MILE TO A
 AW6285'LOCKED GATE AND PUMPING STATION ON THE LEFT.  (KEY FOR THE
 AW6285'LOCKED GATES MAY BE OBTAINED FROM THE PUMPING STATION.) PASS
 AW6285'THROUGH THE GATE AND GO NORTHEAST ON A PAVED ROAD FOR 0.05 MILE
 AW6285'TO THE TOP OF A LEVEE.  TURN LEFT, GO WEST ATOP THE LEVEE FOR 0.15
 AW6285'MILE TO THE END OF THE LEVEE, A LOCKED GATE AND THE STATION ON THE
 AW6285'LEFT.
 AW6285'
 AW6285'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED JACINTO 1952
 AW6285'NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AW6285'FLUSH WITH THE GROUND.  IT IS 103 FEET WEST-NORTHWEST OF POWER LINE
 AW6285'POLE NO. 50, 62 FEET SOUTHWEST OF THE EAST GATE POST OF THE LOCKED
 AW6285'GATE AND 5 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 AW6285'
 AW6285'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JACINTO NO 2 1952,
 AW6285'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 AW6285'3 INCHES ABOVE THE GROUND.  (NOTE THE SOUTH EDGE OF THE MONUMENT
 AW6285'HAS BEEN BROKEN OFF.) IT IS 57 FEET SOUTH-SOUTHWEST OF POWER LINE
 AW6285'POLE NO. 50 AND 5 FEET SOUTHWEST OF A 4 BY 6 FEET CONCRETE SLAB.
 AW6285'
 AW6285'JACINTO 1952 IS A STANDARD STATION DISK STAMPED JACINTO 1952, SET
 AW6285'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 AW6285'INCHES ABOVE THE GROUND.  IT IS 62 FEET SOUTH OF THE CENTER OF THE
 AW6285'LEVEE, 56.4 FEET SOUTHEAST OF THE EAST GATE POST OF THE LOCKED
 AW6285'GATE, 46 FEET NORTHWEST OF POWER LINE POLE NO. 50 AND 2 FEET
 AW6285'SOUTHWEST OF A METAL WITNESS POST.
 AW6285'
 AW6285'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JACINTO 1952, SET IN THE
 AW6285'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 AW6285'ABOVE THE GROUND.  IT IS 55 FEET EAST OF THE CENTER OF THE PAVED
 AW6285'ROAD, 16 FEET EAST OF A METAL WITNESS POST AND 16 FEET NORTHWEST
 AW6285'OF THE CENTER OF A DRIVEWAY.
 AW6285'
 AW6285'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JACINTO 1952 RM 3 1968,
 AW6285'CEMENTED IN A DRILL HOLE IN THE CORNER OF THE CONCRETE WALL OF THE
 AW6285'LAKE HOUSTON DAM.  IT 36.4 FEET WEST-SOUTHWEST OF THE NORTHEAST
 AW6285'CORNER OF THE CONCRETE WALL AT THE WEST END OF SPILLWAY AND 9.7
 AW6285'FEET NORTHWEST OF THE SOUTH WALL OF WALKWAY.
 AW6285'
 AW6285'TO REACH THE AZIMUTH MARK R.M. 3 FROM THIS POINT, GO NORTHEAST ALONG
 AW6285'THE TOP OF THE LEVEE FOR 0.2 MILE TO THE END OF THE LEVEE.  PACK
 AW6285'NORTHEAST ATOP THE DAM FOR ABOUT 100 FEET TO THE MARK ON THE LEFT.
 AW6285'
 AW6285'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1983 ***********************************************************************
 AW1983  DESIGNATION -  JACINTO RM 3 AZ MK
 AW1983  PID         -  AW1983
 AW1983  STATE/COUNTY-  TX/HARRIS
 AW1983  USGS QUAD   -  HARMASTON (1982)
 AW1983
 AW1983                         *CURRENT SURVEY CONTROL
 AW1983  ___________________________________________________________________
 AW1983* NAD 83(1986)-  29 54 57.     (N)    095 08 28.     (W)     SCALED    
 AW1983* NAVD 88     -        19.503  (meters)      63.99   (feet)  ADJUSTED  
 AW1983  ___________________________________________________________________
 AW1983  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW1983  DYNAMIC HT  -          19.477 (meters)      63.90  (feet)  COMP
 AW1983  MODELED GRAV-     979,299.8   (mgal)                       NAVD 88
 AW1983
 AW1983  VERT ORDER  -  FIRST     CLASS II
 AW1983
 AW1983.The horizontal coordinates were scaled from a topographic map and have
 AW1983.an estimated accuracy of +/- 6 seconds.
 AW1983
 AW1983.The orthometric height was determined by differential leveling
 AW1983.and adjusted by the National Geodetic Survey in June 1991..
 AW1983
 AW1983.The geoid height was determined by GEOID03.
 AW1983
 AW1983.The dynamic height is computed by dividing the NAVD 88
 AW1983.geopotential number by the normal gravity value computed on the
 AW1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1983.degrees latitude (g = 980.6199 gals.).
 AW1983
 AW1983.The modeled gravity was interpolated from observed gravity values.
 AW1983
 AW1983;                    North         East    Units  Estimated Accuracy
 AW1983;SPC TXSC     - 4,236,950.      972,540.      MT  (+/- 180 meters Scaled)
 AW1983
 AW1983                          SUPERSEDED SURVEY CONTROL
 AW1983
 AW1983  NGVD 29 (12/23/87)   19.501  (m)           63.98   (f) ADJUSTED    1 2
 AW1983
 AW1983.Superseded values are not recommended for survey control.
 AW1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1983.See file dsdata.txt to determine how the superseded data were derived.
 AW1983
 AW1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP932113(NAD 83)
 AW1983_MARKER: DZ = AZIMUTH MARK DISK
 AW1983_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW1983_SP_SET: WALL
 AW1983_STAMPING: JACINTO RM 3 1952 1968
 AW1983_MARK LOGO: CGS   
 AW1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1983+STABILITY: SURFACE MOTION
 AW1983
 AW1983  HISTORY     - Date     Condition        Report By
 AW1983  HISTORY     - 1968     MONUMENTED       CGS
 AW1983  HISTORY     - 1978     GOOD             NGS
 AW1983  HISTORY     - 1983     GOOD             NGS
 AW1983  HISTORY     - 1986     GOOD             NGS
 AW1983
 AW1983                          STATION DESCRIPTION
 AW1983
 AW1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AW1983'5.6 MI NW FROM SHELDON.
 AW1983'ABOUT 1 MILE NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF THE
 AW1983'SHELDON-DE ZAVALLA ROAD AND U. S. HIGHWAY 90 AT SHELDON, THENCE 2
 AW1983'MILES WEST ALONG A PAVED ROAD, THENCE 2.05 MILES NORTH ALONG A SHELL
 AW1983'ROAD, THENCE 0.25 MILE NORTH ALONG A DOUBLE ROW OF POWER LINE POLES,
 AW1983'THENCE 0.2 MILE EAST, ABOUT 0.2 MILES EAST OF THE STATION, 36.4 FEET
 AW1983'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE WALL AT THE
 AW1983'WEST END OF THE SPILLWAY, 9.7 FEET NORTHWEST OF THE SOUTH WALL OF
 AW1983'WALKWAY, SET IN THE CONCRETE WALL OF THE LAKE HOUSTON DAM.
 AW1983
 AW1983                          STATION RECOVERY (1978)
 AW1983
 AW1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1983'RECOVERED IN GOOD CONDITION.
 AW1983
 AW1983                          STATION RECOVERY (1983)
 AW1983
 AW1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1983'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW1983'1.7 KM (1.05 MI) NORTH ALONG SHELDON ROAD FROM THE JUNCTION OF U.S.
 AW1983'HIGHWAY 90 IN SHELDON, THENCE 3.2 KM (2.0 MI) WEST ALONG GARRETT ROAD,
 AW1983'THENCE 3.8 KM (2.35 MI) NORTH-NORTHEAST ALONG A SHELL AND PAVED ROAD
 AW1983'TO THE LAKE HOUSTON PUMPING STATION BUILDING, THENCE 0.4 KM (0.25 MI)
 AW1983'EAST-NORTHEAST ALONG A ONE LANE GRAVELED ROAD TO THE WEST-SOUTHWEST
 AW1983'END OF THE SAN JACINTO DAM AT LAKE HOUSTON, SET IN TOP OF THE CONCRETE
 AW1983'WALL OF THE DAM, 11.12 METERS (36.5 FT) WEST-SOUTHWEST OF THE
 AW1983'NORTHEAST CORNER OF THE CONCRETE WALL AT THE WEST END OF THE SPILLWAY,
 AW1983'AND 2.96 METERS (9.7 FT) NORTHWEST OF THE SOUTH WALL OF THE WALKWAY.
 AW1983
 AW1983                          STATION RECOVERY (1986)
 AW1983
 AW1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1346 ***********************************************************************
 BZ1346  DESIGNATION -  JACK
 BZ1346  PID         -  BZ1346
 BZ1346  STATE/COUNTY-  TX/CORYELL
 BZ1346  USGS QUAD   -  FORT HOOD (1995)
 BZ1346
 BZ1346                         *CURRENT SURVEY CONTROL
 BZ1346  ___________________________________________________________________
 BZ1346* NAD 83(1993)-  31 13 55.13645(N)    097 45 25.87259(W)     ADJUSTED  
 BZ1346* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 BZ1346  ___________________________________________________________________
 BZ1346  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 BZ1346  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ1346
 BZ1346  HORZ ORDER  -  SECOND
 BZ1346
 BZ1346.The horizontal coordinates were established by classical geodetic methods
 BZ1346.and adjusted by the National Geodetic Survey in February 1996..
 BZ1346
 BZ1346.The orthometric height was scaled from a topographic map.
 BZ1346
 BZ1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1346
 BZ1346.The geoid height was determined by GEOID03.
 BZ1346
 BZ1346;                    North         East     Units Scale Factor Converg.
 BZ1346;SPC TX C     - 3,176,365.324   945,386.377   MT  0.99988981   +1 19 36.7
 BZ1346;SPC TX C     -10,421,125.23  3,101,655.14   sFT  0.99988981   +1 19 36.7
 BZ1346;UTM  14      - 3,455,977.543   618,362.609   MT  0.99977280   +0 38 40.1
 BZ1346
 BZ1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1346!SPC TX C     -   0.99995399  x   0.99988981  =   0.99984381
 BZ1346!UTM  14      -   0.99995399  x   0.99977280  =   0.99972680
 BZ1346
 BZ1346|---------------------------------------------------------------------|
 BZ1346| PID    Reference Object                     Distance      Geod. Az  |
 BZ1346|                                                           dddmmss.s |
 BZ1346| CV5265 JACK RM 2                            18.200 METERS 13246     |
 BZ1346| CV5264 JACK RM 1                            18.000 METERS 19340     |
 BZ1346| CV5263 JACK AZ MK                                         3030057.6 |
 BZ1346|---------------------------------------------------------------------|
 BZ1346
 BZ1346                          SUPERSEDED SURVEY CONTROL
 BZ1346
 BZ1346  NAD 83(1986)-  31 13 55.14539(N)    097 45 25.85735(W) AD(       ) 2
 BZ1346  NAD 27      -  31 13 54.52900(N)    097 45 24.78300(W) AD(       ) 2
 BZ1346
 BZ1346.Superseded values are not recommended for survey control.
 BZ1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1346.See file dsdata.txt to determine how the superseded data were derived.
 BZ1346
 BZ1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV1836355978(NAD 83)
 BZ1346_MARKER: I = METAL ROD
 BZ1346_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BZ1346
 BZ1346  HISTORY     - Date     Condition        Report By
 BZ1346  HISTORY     - 1943     MONUMENTED       USE
 BZ1346  HISTORY     - 1957     GOOD             AMS
 BZ1346  HISTORY     - 1962     GOOD             USE
 BZ1346  HISTORY     - 1965     GOOD             CGS
 BZ1346
 BZ1346                          STATION DESCRIPTION
 BZ1346
 BZ1346'DESCRIBED BY US ENGINEERS 1943 (PLB)
 BZ1346'THE STATION IS LOCATED ON TOP OF THE SW CORNER OF JACK MOUNTAIN,
 BZ1346'WHICH IS ABOUT 8 MILES DUE N OF KILLEEN, ON LAND OWNED BY THE
 BZ1346'CAMP HOOD MILITARY RESERVATION.  THIS IS A STATION OF THE CORPS
 BZ1346'OF ENGINEERS OF CAMP HOOD.  IT IS A 2-INCH THREADED IRON PIPE
 BZ1346'SET IN CONCRETE.  THE PIPE PROJECTS ABOUT 1 INCH.  THE CONCRETE
 BZ1346'HAS A DIAMETER OF ABOUT 3 FEET AND IS FLUSH WITH THE GROUND.
 BZ1346'
 BZ1346'REFERENCE MARK NO. 1 IS SSW OF THE STATION.  IT IS A 2-INCH
 BZ1346'THREADED PIPE SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 2 FEET
 BZ1346'IN DIAMETER, AND PROJECTS ABOUT 1 INCH.  REF NO. 1 AND AN ARROW
 BZ1346'POINTING TO STATION ARE CUT IN THE CONCRETE.
 BZ1346'
 BZ1346'REFERENCE MARK NO. 2 IS SSE OF THE STATION.  IT IS A 2-INCH
 BZ1346'THREADED PIPE SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 2 FEET
 BZ1346'SQUARE, AND PROJECTS 1 INCH.  REF NO. 2 AND AN ARROW POINTING TO
 BZ1346'STATION ARE CUT IN THE CONCRETE.
 BZ1346'
 BZ1346'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE IN A DEPRESSION
 BZ1346'IN OUTCROPPING BEDROCK.
 BZ1346'
 BZ1346'THE AZIMUTH MARK IS ABOUT 1 MILE N OF THE STATION, ON THE
 BZ1346'END OF JACK MOUNTAIN, ABOUT 30 FEET W OF THE SW EDGE OF THE
 BZ1346'MOUNTAIN.  THE DISK IS STAMPED JACK 1943, AND IS SET FLUSH.  TO
 BZ1346'REACH FROM STATION GO S ABOUT 0.1 MILE FROM BASE OF HILL, SW
 BZ1346'OF STATION, THEN TURN RIGHT THROUGH GAP IN FENCE AND GO ABOUT 0.1
 BZ1346'MILE TO AN OLD DILAPIDATED FARMHOUSE.  THEN TURN LEFT AND GO
 BZ1346'SOUTHERLY ALONG TRAIL ROAD FOR 0.6 MILE TO PARTLY GRADED DIRT
 BZ1346'ROAD.  TURN RIGHT AND FOLLOW THIS ROAD NW ALONG BASE OF
 BZ1346'MOUNTAIN FOR 1.55 MILES.  THEN WALK NE UP MOUNTAIN TO MARK,
 BZ1346'NEAR ROCK CAIRN.
 BZ1346'
 BZ1346'TO REACH THE STATION, GO W FROM KILLEEN ON NEW U.S. HIGHWAY 190
 BZ1346'FOR 2.45 MILES TO CAMP HOOD ENTRANCE.  THEN TURN RIGHT ON CAMP
 BZ1346'HOOD ROAD FOR 0.3 MILE TO GUARD HOUSE.  THEN CONTINUE N FOR
 BZ1346'0.5 MILE TO CROSS STREETS.  THEN TURN LEFT, W, ON SOUTH AVENUE,
 BZ1346'ALONG THE S EDGE OF CAMP HOOD FOR 1.25 MILES TO ONE HUNDRED
 BZ1346'SEVENTY-SECOND STREET.  THENCE RIGHT, N, ON ONE HUNDRED
 BZ1346'SEVENTY-SECOND STREET FOR 1.5 MILES TO A FORKS.  KEEP TO LEFT
 BZ1346'FORK NORTHWESTERLY ALONG THE LEFT SIDE OF A NEW FOUR-LANE
 BZ1346'HIGHWAY FOR 2.6 MILES TO A BRIDGE.  THEN CONTINUE UP HILL
 BZ1346'FOR 0.2 MILE TO A FORK NEAR TOP OF HILL.  THEN TURN RIGHT
 BZ1346'AND GO NORTHERLY ON A GRADED DIRT ROAD FOR 2.3 MILES TO A
 BZ1346'TEMPORARY BRIDGE CROSSING A CREEK.  THEN CONTINUE NORTHERLY ON
 BZ1346'MAIN GRADED DIRT ROAD FOR 2.75 MILES TO REVERSE HIGHWAY ON
 BZ1346'LEFT.  THEN CONTINUE N FOR 0.1 MILE TO A REVERSE DIRT
 BZ1346'ROAD TO THE RIGHT.  THEN MAKE U TURN TO THE RIGHT AND FOLLOW
 BZ1346'A PARTLY GRADED DIRT ROAD SE ALONG SW BASE OF JACK MOUNTAIN
 BZ1346'FOR 1.95 MILES TO A TRAIL SIDE ROAD LEFT, WHICH IS ABOUT
 BZ1346'50 FEET BEFORE ARRIVING AT A TRIANGULAR BLAZE ON AN 18-INCH
 BZ1346'OAK TREE AT LEFT SIDE OF ROAD.  THEN TURN LEFT AND GO NORTHERLY
 BZ1346'TOWARDS MOUNTAIN ON TRAIL ROAD FOR 0.6 MILE TO AN OLD
 BZ1346'DILAPIDATED FARMHOUSE.  THEN TURN RIGHT ON A TRAIL ROAD
 BZ1346'FOR ABOUT 0.1 MILE TO A GAP IN AN OLD FENCE.  PASS THRU GAP IN
 BZ1346'FENCE, THEN TURN LEFT AND GO N ABOUT 0.1 MILE TO BASE OF
 BZ1346'HILL AND END OF TRUCK TRAVEL.  PACK NE UP STEEP HILL TO TOP
 BZ1346'AND STATION.  ABOUT A 5-MINUTE (150-YARD) PACK.
 BZ1346'
 BZ1346'HEIGHT OF LIGHT ABOVE STATION MARK - 9 METERS.
 BZ1346
 BZ1346                          STATION RECOVERY (1957)
 BZ1346
 BZ1346'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1346'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BZ1346
 BZ1346                          STATION RECOVERY (1962)
 BZ1346
 BZ1346'RECOVERY NOTE BY US ENGINEERS 1962
 BZ1346'STATION IS LOCATED ON TOP OF THE SW CORNER OF JACK MOUNTAIN, A
 BZ1346'CAPPED 2 INCH IRON PIPE IN CONCRETE MASS AND PROJECTING 1 INCH
 BZ1346'FROM CONCRETE.  CONCRETE MASS IS ABOUT 3 FT IN DIAMETER AND SET
 BZ1346'FLUSH WITH GROUND.
 BZ1346'
 BZ1346'REFERENCE MARK NO. 1 AND NO. 2 WERE NOT SEARCHED FOR.
 BZ1346'
 BZ1346'AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED TO BE BURIED WHEN
 BZ1346'THAT SITE WAS LEVELED FOR BLEACHERS.
 BZ1346
 BZ1346                          STATION RECOVERY (1965)
 BZ1346
 BZ1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WGB)
 BZ1346'STATION FOUND IN GOOD CONDITION.  A 20-FOOT HIGH METAL TOWER, RED
 BZ1346'AND WHITE IS SET ABOVE STATION.
 BZ1346'
 BZ1346'REFERENCE MARKS AND AZIMUTH MARK WERE NOT FOUND AFTER A VISUAL
 BZ1346'SEARCH.  POSSIBLY BURIED AS AREAS HAVE BEEN HEAVILY USED BY
 BZ1346'MILITARY VEHICLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0779 ***********************************************************************
 CV0779  DESIGNATION -  JACK
 CV0779  PID         -  CV0779
 CV0779  STATE/COUNTY-  TX/GAINES
 CV0779  USGS QUAD   -  MC KENZIE LAKE NW (1970)
 CV0779
 CV0779                         *CURRENT SURVEY CONTROL
 CV0779  ___________________________________________________________________
 CV0779* NAD 83(1993)-  32 39 08.24594(N)    102 25 12.18906(W)     ADJUSTED  
 CV0779* NAVD 88     -       964.5    (meters)    3164.     (feet)  VERTCON   
 CV0779  ___________________________________________________________________
 CV0779  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 CV0779  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CV0779
 CV0779  HORZ ORDER  -  SECOND
 CV0779
 CV0779.The horizontal coordinates were established by classical geodetic methods
 CV0779.and adjusted by the National Geodetic Survey in February 1996..
 CV0779
 CV0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0779
 CV0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0779
 CV0779.The geoid height was determined by GEOID03.
 CV0779
 CV0779;                    North         East     Units Scale Factor Converg.
 CV0779;SPC TXNC     - 2,116,156.141   232,351.599   MT  0.99989676   -2 08 16.7
 CV0779;SPC TXNC     - 6,942,755.61    762,306.87   sFT  0.99989676   -2 08 16.7
 CV0779;UTM  13      - 3,615,681.581   741,983.264   MT  1.00032210   +1 23 33.6
 CV0779
 CV0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0779!SPC TXNC     -   0.99985222  x   0.99989676  =   0.99974899
 CV0779!UTM  13      -   0.99985222  x   1.00032210  =   1.00017427
 CV0779
 CV0779:                Primary Azimuth Mark                     Grid Az
 CV0779:SPC TXNC     -  JACK AZ MK                               005 13 21.8
 CV0779:UTM  13      -  JACK AZ MK                               001 41 31.5
 CV0779
 CV0779|---------------------------------------------------------------------|
 CV0779| PID    Reference Object                     Distance      Geod. Az  |
 CV0779|                                                           dddmmss.s |
 CV0779| CH9657 JACK AZ MK                                         0030505.1 |
 CV0779| CH9658 JACK RM 1                                          11849     |
 CV0779| CH9659 JACK RM 2                                          21156     |
 CV0779|---------------------------------------------------------------------|
 CV0779
 CV0779                          SUPERSEDED SURVEY CONTROL
 CV0779
 CV0779  NAD 83(1986)-  32 39 08.25530(N)    102 25 12.18237(W) AD(       ) 2
 CV0779  NAD 27      -  32 39 07.92600(N)    102 25 10.56100(W) AD(       ) 2
 CV0779  NGVD 29 (07/19/86)  964.2    (m)         3163.     (f) VERT ANG       
 CV0779
 CV0779.Superseded values are not recommended for survey control.
 CV0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0779.See file dsdata.txt to determine how the superseded data were derived.
 CV0779
 CV0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4198315682(NAD 83)
 CV0779_MARKER: DS = TRIANGULATION STATION DISK
 CV0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0779
 CV0779  HISTORY     - Date     Condition        Report By
 CV0779  HISTORY     - 1935     MONUMENTED       CGS
 CV0779  HISTORY     - 1938     GOOD             TXHD
 CV0779  HISTORY     - 1947     POOR             PHILIP
 CV0779  HISTORY     - 1950     POOR             CGS
 CV0779  HISTORY     - 1952     GOOD             PHILIP
 CV0779  HISTORY     - 1961     POOR             LOCENG
 CV0779  HISTORY     - 1968     MARK NOT FOUND   CGS
 CV0779
 CV0779                          STATION DESCRIPTION
 CV0779
 CV0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0779'STATION IS ABOUT 28 MILES, AIRLINE, W OF LAMESA ON A HIGH,
 CV0779'BRUSHY, SAND RIDGE OF PASTURE LAND, 1-1/4 MILES SW OF FARM
 CV0779'BUILDINGS OF R.C. PATTIE.  THIS IS THE HIGHEST POINT FOR
 CV0779'SEVERAL MILES IN ANY DIRECTION.  THE MARK PROJECTS 2 INCHES.
 CV0779'
 CV0779'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CV0779'BRONZE DISKS SET IN CONCRETE.
 CV0779'
 CV0779'REFERENCE MARK NO. 1 IS SE OF THE STATION.  IT PROJECTS 4 INCHES.
 CV0779'
 CV0779'REFERENCE MARK NO. 2 IS SSW OF THE STATION.  THE MARK PROJECTS
 CV0779'6 INCHES.
 CV0779'
 CV0779'THE AZIMUTH MARK IS NNE OF THE STATION, 33 FEET S OF THE CENTER
 CV0779'LINE OF AN E AND W TRAIL, AND 1-1/2 FEET W OF A N AND S FENCE
 CV0779'LINE.  THE MARK PROJECTS 10 INCHES.
 CV0779'
 CV0779'THE STATION MAY BE REACHED FROM LAMESA AT THE COURTHOUSE BY
 CV0779'DRIVING W ON STATE HIGHWAY 83 FOR 27.1 MILES.  TURN LEFT,
 CV0779'OR S AND GO S ON GRADED ROAD FOR 2.2 MILES.  ROAD JOGS W 0.2
 CV0779'MILE AND THEN TURNS S AGAIN.  CONTINUE S FOR 0.5 MILE TO
 CV0779'A CROSS ROAD 1/2 MILE N OF R.C. PATTIES RANCH HOUSE.  TURN
 CV0779'RIGHT, OR W AND DRIVE 0.7 MILE, ON TRACK ROAD TO WIRE GATE.
 CV0779'PASS THROUGH WIRE GATE AND TURN S ALONG THE W SIDE OF N AND
 CV0779'S FENCE AND GO 0.8 MILE ACROSS COUNTRY (VERY SANDY).  LEAVE
 CV0779'FENCE LINE AND HEAD SW TO TOP OF HIGHEST DUNE, 0.4 MILE AND
 CV0779'STATION.
 CV0779'
 CV0779'NO STATIONS ARE VISIBLE FROM THE GROUND.
 CV0779'
 CV0779'A 20-FOOT STAND WILL CLEAR ALL LINES.
 CV0779
 CV0779                          STATION RECOVERY (1938)
 CV0779
 CV0779'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0779'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0779'NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 CV0779
 CV0779                          STATION RECOVERY (1947)
 CV0779
 CV0779'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0779'MARK WAS FOUND PROJECTING 24 IN. BUT STILL ERECT.  BOTH
 CV0779'REFERENCE MARKS ARE ERECT BUT PROJECTING THE SAME AMOUNT.
 CV0779'AZIMUTH MARK IS ON ITS SIDE IN A LARGE SAND HOLE.  STATION
 CV0779'MARK IS STAMPED JACK 1935.
 CV0779
 CV0779                          STATION RECOVERY (1950)
 CV0779
 CV0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (SS)
 CV0779'AZIMUTH MARK OUT OF GROUND BY CATTLE GUARD.  AZIMUTH MARK
 CV0779'WAS BLOWN OUT OF THE GROUND.  REFERENCE MARK IS IN GOOD
 CV0779'CONDITION.  STATION IS LOCATED 14 MI. E OF SEMINOLE.
 CV0779
 CV0779                          STATION RECOVERY (1952)
 CV0779
 CV0779'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1952 (CTA)
 CV0779'STATION MARK IS IN GOOD CONDITION EXCEPT FOR SAND BLOWING
 CV0779'AWAY FROM THE BASE.  IT PROJECTS 2-1/2 FT. ABOVE GROUND AT
 CV0779'PRESENT.
 CV0779
 CV0779                          STATION RECOVERY (1961)
 CV0779
 CV0779'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 CV0779'RECOVERED BY CITIES PETROL CO.
 CV0779'
 CV0779'STATION FOUND UPROOTED.  AZIMUTH, UNDERGROUND MARK, AND BOTH
 CV0779'REFERENCE MARKS ARE DESTROYED.  LAND HAS BEEN BROKE OUT TO FARM.
 CV0779
 CV0779                          STATION RECOVERY (1968)
 CV0779
 CV0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0779'IT WAS REPORTED THIS STATION WAS FOUND TO BE DESTROYED IN 1961.  ALL
 CV0779'MARKS WERE LOST DUE TO FARMING OPERATIONS.  NO MARKS WERE FOUND
 CV0779'BELIEVED THEY ARE COVERED WITH SAND OR HAVE BEEN HAULED AWAY.
 CV0779'
 CV0779'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 28 MILES
 CV0779'AIRLINE WEST OF LAMESA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0991 ***********************************************************************
 GK0991  DESIGNATION -  JACK
 GK0991  PID         -  GK0991
 GK0991  STATE/COUNTY-  TX/LIPSCOMB
 GK0991  USGS QUAD   -  LIPSCOMB (1972)
 GK0991
 GK0991                         *CURRENT SURVEY CONTROL
 GK0991  ___________________________________________________________________
 GK0991* NAD 83(1993)-  36 11 48.95561(N)    100 16 33.22197(W)     ADJUSTED  
 GK0991* NAVD 88     -       783.57   (+/-2cm)    2570.8    (feet)  VERTCON   
 GK0991  ___________________________________________________________________
 GK0991  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 GK0991  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 GK0991
 GK0991  HORZ ORDER  -  SECOND
 GK0991  VERT ORDER  -  THIRD ? (See Below)
 GK0991
 GK0991.The horizontal coordinates were established by classical geodetic methods
 GK0991.and adjusted by the National Geodetic Survey in February 1996..
 GK0991
 GK0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0991.The vertical order pertains to the NGVD 29 superseded value.
 GK0991
 GK0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0991
 GK0991.The geoid height was determined by GEOID03.
 GK0991
 GK0991;                    North         East     Units Scale Factor Converg.
 GK0991;SPC TX N     - 1,244,411.394   310,092.302   MT  1.00000320   +0 42 33.9
 GK0991;SPC TX N     - 4,082,706.38  1,017,361.16   sFT  1.00000320   +0 42 33.9
 GK0991;UTM  14      - 4,006,545.808   385,290.306   MT  0.99976213   -0 45 12.9
 GK0991
 GK0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0991!SPC TX N     -   0.99988145  x   1.00000320  =   0.99988465
 GK0991!UTM  14      -   0.99988145  x   0.99976213  =   0.99964361
 GK0991
 GK0991:                Primary Azimuth Mark                     Grid Az
 GK0991:SPC TX N     -  LIPSCOMB LUTH CH STEEPLE                 007 27 46.4
 GK0991:UTM  14      -  LIPSCOMB LUTH CH STEEPLE                 008 55 33.2
 GK0991
 GK0991|---------------------------------------------------------------------|
 GK0991| PID    Reference Object                     Distance      Geod. Az  |
 GK0991|                                                           dddmmss.s |
 GK0991| GK0992 LIPSCOMB LUTH CH STEEPLE            APPROX. 3.7 KM 0081020.3 |
 GK0991| CK9979 JACK RM 1                            33.047 METERS 00931     |
 GK0991| CK9980 JACK RM 2                            32.629 METERS 17114     |
 GK0991| CK9978 JACK AZ MK                                         3581110.8 |
 GK0991|---------------------------------------------------------------------|
 GK0991
 GK0991                          SUPERSEDED SURVEY CONTROL
 GK0991
 GK0991  NAD 83(1993)-  36 11 48.95575(N)    100 16 33.22193(W) AD(       ) 2
 GK0991  NAD 83(1986)-  36 11 48.96207(N)    100 16 33.21035(W) AD(       ) 2
 GK0991  NAD 27      -  36 11 48.82400(N)    100 16 31.73300(W) AD(       ) 2
 GK0991  NGVD 29 (07/19/86)  783.24   (m)         2569.7    (f) LEVELING    3  
 GK0991
 GK0991.Superseded values are not recommended for survey control.
 GK0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0991.See file dsdata.txt to determine how the superseded data were derived.
 GK0991
 GK0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF8529006546(NAD 83)
 GK0991_MARKER: DS = TRIANGULATION STATION DISK
 GK0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0991
 GK0991  HISTORY     - Date     Condition        Report By
 GK0991  HISTORY     - 1951     MONUMENTED       CGS
 GK0991  HISTORY     - 1961     GOOD             CGS
 GK0991
 GK0991                          STATION DESCRIPTION
 GK0991
 GK0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GK0991'THE STATION IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 305,
 GK0991'ABOUT 2-1/2 MILES AIRLINE SOUTH OF LIPSCOMB, ABOUT 15 MILES
 GK0991'AIRLINE WEST-NORTHWEST OF HIGGINS, AND ABOUT 23 MILES AIRLINE
 GK0991'SOUTHEAST OF BOOKER.
 GK0991'
 GK0991'TO REACH THE STATION FROM THE LIPSCOMB COUNTY COURT HOUSE IN
 GK0991'LIPSCOMB GO WEST 0.3 MILE TO A STOP SIGN.  TURN LEFT, SOUTH,
 GK0991'ONTO STATE HIGHWAY 305, AND GO 1.8 MILES TO A POWERLINE POLE
 GK0991'WITH A TRIANGLE BLAZE AND THE AZIMUTH MARK ON THE RIGHT.
 GK0991'KEEP STRAIGHT AHEAD AND GO 0.7 MILE TO A WHITE WITNESS POST
 GK0991'AND THE STATION ON THE LEFT.
 GK0991'
 GK0991'THE STATION MARK IS STAMPED JACK 1951 AND IS A STANDARD DISK
 GK0991'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 GK0991'3 INCHES ABOVE THE GROUND.  IT IS 26 FEET SOUTHWEST OF A WHITE
 GK0991'WITNESS POST, 18 FEET WEST OF A NORTH-SOUTH FENCE LINE, AND
 GK0991'57 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 305.
 GK0991'
 GK0991'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED JACK NO 1
 GK0991'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 GK0991'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A
 GK0991'FENCE LINE, 74 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 GK0991'AND 2 FEET HIGHER THAN THE STATION.
 GK0991'
 GK0991'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED JACK NO 2
 GK0991'1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 GK0991'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A
 GK0991'FENCE LINE, 74 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 GK0991'2 FEET LOWER THAN THE STATION.
 GK0991'
 GK0991'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY
 GK0991'305 AND IS A STANDARD DISK STAMPED JACK 1951 SET IN THE TOP
 GK0991'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE
 GK0991'THE GROUND.  IT IS 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE,
 GK0991'5 FEET EAST OF A TRIANGLE BLAZED POWERLINE POLE, AND 74 FEET
 GK0991'WEST OF THE CENTERLINE OF STATE HIGHWAY 305.
 GK0991
 GK0991                          STATION RECOVERY (1961)
 GK0991
 GK0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRW)
 GK0991'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 GK0991'IN GOOD CONDITION AS DESCRIBED.  DID NOT RECOVER THE AZIMUTH
 GK0991'MARK.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6052 ***********************************************************************
 AW6052  DESIGNATION -  JACK 1932
 AW6052  PID         -  AW6052
 AW6052  STATE/COUNTY-  TX/CHAMBERS
 AW6052  USGS QUAD   -  ANAHUAC (1993)
 AW6052
 AW6052                         *CURRENT SURVEY CONTROL
 AW6052  ___________________________________________________________________
 AW6052* NAD 83(1993)-  29 47 15.39332(N)    094 43 52.79237(W)     ADJUSTED  
 AW6052* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6052  ___________________________________________________________________
 AW6052  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AW6052  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW6052
 AW6052  HORZ ORDER  -  THIRD
 AW6052
 AW6052.The horizontal coordinates were established by classical geodetic methods
 AW6052.and adjusted by the National Geodetic Survey in February 1996..
 AW6052
 AW6052.The orthometric height was scaled from a topographic map.
 AW6052
 AW6052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6052
 AW6052.The geoid height was determined by GEOID03.
 AW6052
 AW6052;                    North         East     Units Scale Factor Converg.
 AW6052;SPC TXSC     - 4,224,118.297 1,012,606.950   MT  0.99989435   +2 05 28.6
 AW6052;SPC TXSC     -13,858,628.11  3,322,194.64   sFT  0.99989435   +2 05 28.6
 AW6052;UTM  15      - 3,296,507.457   332,649.689   MT  0.99994555   -0 51 37.1
 AW6052
 AW6052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6052!SPC TXSC     -   1.00000414  x   0.99989435  =   0.99989849
 AW6052!UTM  15      -   1.00000414  x   0.99994555  =   0.99994969
 AW6052
 AW6052                          SUPERSEDED SURVEY CONTROL
 AW6052
 AW6052  NAD 83(1986)-  29 47 15.41044(N)    094 43 52.77390(W) AD(       ) 3
 AW6052  NAD 27      -  29 47 14.61310(N)    094 43 52.06587(W) AD(       ) 3
 AW6052
 AW6052.Superseded values are not recommended for survey control.
 AW6052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6052.See file dsdata.txt to determine how the superseded data were derived.
 AW6052
 AW6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN3265096507(NAD 83)
 AW6052_MARKER: DS = TRIANGULATION STATION DISK
 AW6052_SETTING: 0 = UNSPECIFIED SETTING
 AW6052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6052
 AW6052  HISTORY     - Date     Condition        Report By
 AW6052  HISTORY     - 1932     MONUMENTED       CGS
 AW6052  HISTORY     - 1962     MARK NOT FOUND   CGS
 AW6052  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW6052  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW6052
 AW6052                          STATION DESCRIPTION
 AW6052
 AW6052'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (EOH)
 AW6052'ABOUT 3 MILES W OF ANAHUAC, ON AN ISLAND AT THE MOUTH OF A LARGE
 AW6052'BAYOU, IN THE NW SIDE OF A COVE OF GALVESTON BAY KNOWN AS JACKS
 AW6052'POCKET, ABOUT 50 METERS FROM THE N SHORE OF THE COVE, 950 METERS
 AW6052'NW OF THE MOUTH OF JACKS PASS, 4 METERS W OF THE E END OF THE
 AW6052'ISLAND, AND 6 METERS S OF THE N SIDE OF THE ISLAND.
 AW6052'
 AW6052'STATION IS MARKED BY A BRONZE STATION DISK SET IN A NAIL KEG
 AW6052'FILLED WITH CONCRETE.
 AW6052'
 AW6052'NO UNDERGROUND OR REFERENCE MARK WAS SET.
 AW6052'
 AW6052'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 AW6052
 AW6052                          STATION RECOVERY (1962)
 AW6052
 AW6052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JHB)
 AW6052'LOST.  STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  IT IS
 AW6052'BELIEVED THE MARK IS LOST DUE TO EROSION.
 AW6052
 AW6052                          STATION RECOVERY (1997)
 AW6052
 AW6052'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6052'MARK NOT FOUND.
 AW6052
 AW6052                          STATION RECOVERY (2001)
 AW6052
 AW6052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW6052'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1256 ***********************************************************************
 BZ1256  DESIGNATION -  JACKS
 BZ1256  PID         -  BZ1256
 BZ1256  STATE/COUNTY-  TX/HILL
 BZ1256  USGS QUAD   -  PEORIA (1976)
 BZ1256
 BZ1256                         *CURRENT SURVEY CONTROL
 BZ1256  ___________________________________________________________________
 BZ1256* NAD 83(1993)-  31 59 50.57773(N)    097 10 40.60984(W)     ADJUSTED  
 BZ1256* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 BZ1256  ___________________________________________________________________
 BZ1256  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 BZ1256  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BZ1256
 BZ1256  HORZ ORDER  -  SECOND
 BZ1256
 BZ1256.The horizontal coordinates were established by classical geodetic methods
 BZ1256.and adjusted by the National Geodetic Survey in February 1996..
 BZ1256
 BZ1256.The orthometric height was scaled from a topographic map.
 BZ1256
 BZ1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1256
 BZ1256.The geoid height was determined by GEOID03.
 BZ1256
 BZ1256;                    North         East     Units Scale Factor Converg.
 BZ1256;SPC TXNC     - 2,037,460.789   724,930.226   MT  1.00004043   +0 43 15.7
 BZ1256;SPC TXNC     - 6,684,569.27  2,378,375.25   sFT  1.00004043   +0 43 15.7
 BZ1256;SPC TX C     - 3,262,615.655   998,140.566   MT  1.00003263   +1 37 30.8
 BZ1256;SPC TX C     -10,704,098.19  3,274,732.84   sFT  1.00003263   +1 37 30.8
 BZ1256;UTM  14      - 3,541,596.055   672,120.334   MT  0.99996537   +0 57 56.5
 BZ1256
 BZ1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1256!SPC TXNC     -   0.99997349  x   1.00004043  =   1.00001392
 BZ1256!SPC TX C     -   0.99997349  x   1.00003263  =   1.00000612
 BZ1256!UTM  14      -   0.99997349  x   0.99996537  =   0.99993886
 BZ1256
 BZ1256:                Primary Azimuth Mark                     Grid Az
 BZ1256:SPC TXNC     -  HILLSBORO RADIO STA KHBR MAST            057 11 07.5
 BZ1256:SPC TX C     -  HILLSBORO RADIO STA KHBR MAST            056 16 52.4
 BZ1256:UTM  14      -  HILLSBORO RADIO STA KHBR MAST            056 56 26.7
 BZ1256
 BZ1256|---------------------------------------------------------------------|
 BZ1256| PID    Reference Object                     Distance      Geod. Az  |
 BZ1256|                                                           dddmmss.s |
 BZ1256| CS3061 HILLSBORO RADIO STA KHBR MAST       APPROX. 5.7 KM 0575423.2 |
 BZ1256| BZ1255 JACKS 2                               3.566 METERS 13051     |
 BZ1256| BZ1257 JACKS 1948 AZ MK                    APPROX. 1.2 KM 2452009.7 |
 BZ1256|---------------------------------------------------------------------|
 BZ1256
 BZ1256                          SUPERSEDED SURVEY CONTROL
 BZ1256
 BZ1256  NAD 83(1986)-  31 59 50.58552(N)    097 10 40.58961(W) AD(       ) 2
 BZ1256  NAD 27      -  31 59 50.02200(N)    097 10 39.56300(W) AD(       ) 2
 BZ1256
 BZ1256.Superseded values are not recommended for survey control.
 BZ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1256.See file dsdata.txt to determine how the superseded data were derived.
 BZ1256
 BZ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA7212041596(NAD 83)
 BZ1256_MARKER: DS = TRIANGULATION STATION DISK
 BZ1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1256
 BZ1256  HISTORY     - Date     Condition        Report By
 BZ1256  HISTORY     - 1948     MONUMENTED       CGS
 BZ1256  HISTORY     - 1958     SEE DESCRIPTION  CGS
 BZ1256  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ1256  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1256
 BZ1256                          STATION DESCRIPTION
 BZ1256
 BZ1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ1256'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF HILLSBORO
 BZ1256'ON SOUTH SIDE OF STATE HIGHWAY 22.  IT IS 39 FEET SOUTH OF
 BZ1256'THE CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF A FENCE CORNER
 BZ1256'AND 11 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK
 BZ1256'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED JACKS 1948.
 BZ1256'
 BZ1256'REFERENCE MARK NO. 1 IS 94.69 FEET NORTH-NORTHWEST OF THE
 BZ1256'STATION, 49 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 BZ1256'22 AND 1.5 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS
 BZ1256'ABOUT 8 INCHES AND THE DISK IS STAMPED JACKS NO 1 1948.
 BZ1256'
 BZ1256'REFERENCE MARK NO. 2 IS 127.00 FEET NORTHEAST OF THE STATION,
 BZ1256'49 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 22,
 BZ1256'2 FEET NORTH OF A POWERLINE POLE AND 2 FEET WEST OF A FENCE
 BZ1256'CORNER.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 BZ1256'STAMPED JACKS NO 2 1948.
 BZ1256'
 BZ1256'THE AZIMUTH MARK IS ABOUT 0.8 MILE WEST-SOUTHWEST OF THE
 BZ1256'STATION, 48 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 BZ1256'22, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH
 BZ1256'OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 BZ1256'DISK IS STAMPED JACKS 1948.
 BZ1256'
 BZ1256'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT
 BZ1256'HOUSE SQUARE IN HILLSBORO GO WEST ON STATE HIGHWAYS 22 AND
 BZ1256'171 TO JUNCTION WHERE STATE HIGHWAY 171 TURNS NORTH.  CONTINUE
 BZ1256'WEST ON STATE HIGHWAY 22 FOR 2.8 MILES TO STATION ON LEFT AS
 BZ1256'DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION CONTINUE WEST
 BZ1256'FOR 0.8 MILE TO MARK ON LEFT AS DESCRIBED.
 BZ1256'
 BZ1256'AN 87 FOOT SIGNAL AT HILLSBORO IS VISIBLE AT 50 FEET.
 BZ1256'
 BZ1256'A 74 FOOT SIGNAL AT CHAT IS VISIBLE AT 20 FEET.
 BZ1256'
 BZ1256'AN 87 FOOT SIGNAL AT VAUGHN IS VISIBLE FROM THE GROUND.
 BZ1256'
 BZ1256'AN 100 FOOT SIGNAL AT PEORIA IS VISIBLE AT 20 FEET.
 BZ1256'
 BZ1256'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BZ1256
 BZ1256                          STATION RECOVERY (1958)
 BZ1256
 BZ1256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 BZ1256'THIS STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED
 BZ1256'AS DESCRIBED.  THE STATION MARK IS IN THE WAY OF NEW CONSTRUCTION
 BZ1256'ON THE HIGHWAY AND JACKS 2 1958 WAS ESTABLISHED IN THE NEAR
 BZ1256'VICINITY.  THE AZIMUTH MARK AND THE TWO REFERENCE MARKS ARE
 BZ1256'IN SECURE POSITIONS AND WERE USED FOR REFERENCE TO JACKS
 BZ1256'2.  JACKS 1948 IS IN THE SOUTH GUTTER OF THE HIGHWAY AND
 BZ1256'WILL BE UNDER THE NEW FILL.
 BZ1256
 BZ1256                          STATION RECOVERY (1999)
 BZ1256
 BZ1256'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1256'MARK NOT FOUND.
 BZ1256
 BZ1256                          STATION RECOVERY (2003)
 BZ1256
 BZ1256'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1255 ***********************************************************************
 BZ1255  DESIGNATION -  JACKS 2
 BZ1255  PID         -  BZ1255
 BZ1255  STATE/COUNTY-  TX/HILL
 BZ1255  USGS QUAD   -  PEORIA (1976)
 BZ1255
 BZ1255                         *CURRENT SURVEY CONTROL
 BZ1255  ___________________________________________________________________
 BZ1255* NAD 83(1993)-  31 59 50.50200(N)    097 10 40.50709(W)     ADJUSTED  
 BZ1255* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 BZ1255  ___________________________________________________________________
 BZ1255  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 BZ1255  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BZ1255
 BZ1255  HORZ ORDER  -  THIRD
 BZ1255
 BZ1255.The horizontal coordinates were established by classical geodetic methods
 BZ1255.and adjusted by the National Geodetic Survey in February 1996..
 BZ1255.No horizontal observational check was made to the station.
 BZ1255
 BZ1255.The orthometric height was scaled from a topographic map.
 BZ1255
 BZ1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1255
 BZ1255.The geoid height was determined by GEOID03.
 BZ1255
 BZ1255;                    North         East     Units Scale Factor Converg.
 BZ1255;SPC TXNC     - 2,037,458.491   724,932.953   MT  1.00004043   +0 43 15.8
 BZ1255;SPC TXNC     - 6,684,561.73  2,378,384.20   sFT  1.00004043   +0 43 15.8
 BZ1255;SPC TX C     - 3,262,613.399   998,143.328   MT  1.00003262   +1 37 30.8
 BZ1255;SPC TX C     -10,704,090.79  3,274,741.90   sFT  1.00003262   +1 37 30.8
 BZ1255;UTM  14      - 3,541,593.768   672,123.070   MT  0.99996538   +0 57 56.6
 BZ1255
 BZ1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1255!SPC TXNC     -   0.99997349  x   1.00004043  =   1.00001392
 BZ1255!SPC TX C     -   0.99997349  x   1.00003262  =   1.00000611
 BZ1255!UTM  14      -   0.99997349  x   0.99996538  =   0.99993887
 BZ1255
 BZ1255|---------------------------------------------------------------------|
 BZ1255| PID    Reference Object                     Distance      Geod. Az  |
 BZ1255|                                                           dddmmss.s |
 BZ1255| CV5267 JACKS RM 2                           37.466 METERS 15855     |
 BZ1255| BZ1257 JACKS 1948 AZ MK                    APPROX. 1.2 KM 2452927.3 |
 BZ1255| BZ1256 JACKS                                 3.566 METERS 31051     |
 BZ1255| CV5266 JACKS RM 1                           31.697 METERS 34657     |
 BZ1255|---------------------------------------------------------------------|
 BZ1255
 BZ1255                          SUPERSEDED SURVEY CONTROL
 BZ1255
 BZ1255  NAD 83(1986)-  31 59 50.50979(N)    097 10 40.48685(W) AD(       ) 3
 BZ1255  NAD 27      -  31 59 49.94630(N)    097 10 39.46030(W) AD(       ) 3
 BZ1255
 BZ1255.Superseded values are not recommended for survey control.
 BZ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1255.See file dsdata.txt to determine how the superseded data were derived.
 BZ1255
 BZ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA7212341594(NAD 83)
 BZ1255_MARKER: DS = TRIANGULATION STATION DISK
 BZ1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1255
 BZ1255  HISTORY     - Date     Condition        Report By
 BZ1255  HISTORY     - 1958     MONUMENTED       CGS
 BZ1255  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ1255  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ1255
 BZ1255                          STATION DESCRIPTION
 BZ1255
 BZ1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WCR)
 BZ1255'THE STATION IS LOCATED ABOUT 3.0 MILES WEST-SOUTHWEST OF
 BZ1255'HILLSBORO, ON THE SOUTH SIDE OF STATE HIGHWAY NO. 22, ABOUT
 BZ1255'50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 BZ1255'SOUTH RIGHT-OF-WAY FENCE LINE, 15 FEET WEST OF THE FENCE
 BZ1255'CORNER WHICH IS THE NORTHWEST CORNER OF A FARMYARD.  IT IS
 BZ1255'ABOUT 25 YARDS NORTHWEST OF THE CORNER OF THE FARMHOUSE
 BZ1255'AND 13 YARDS WEST OF THE ENTRANCE LANE TO THE HOUSE.
 BZ1255'
 BZ1255'A STANDARD DISK STAMPED JACKS 2 1958 IN A CONCRETE MONUMENT
 BZ1255'WHICH PROJECTS ABOUT 1 INCH AND IS 2 FEET WEST OF A 4 X 4 POST.
 BZ1255'
 BZ1255'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JACKS 1948 IN
 BZ1255'A CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES, IN THE SOUTH
 BZ1255'RIGHT-OF-WAY LINE OF THE HIGHWAY AND ALONG THE NORTH SIDE
 BZ1255'OF A CEMETERY, ABOUT 50 YARDS WEST OF THE NORTHEAST CORNER
 BZ1255'OF THE CEMETERY.
 BZ1255'
 BZ1255'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED JACKS NO.
 BZ1255'1 1948 IN A CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 BZ1255'IT IS IN THE NORTH RIGHT-OF-WAY LINE OF THE HIGHWAY AND A
 BZ1255'POWER POLE LINE, ALONG THE SOUTH EDGE OF A FIELD.
 BZ1255'
 BZ1255'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED JACKS NO.
 BZ1255'2 1948, IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES,
 BZ1255'1 FOOT NORTHEAST OF A RIGHT-OF-WAY POST, 30 INCHES NORTHEAST
 BZ1255'OF A POWER AND TELEPHONE POLE, IN THE SOUTH RIGHT-OF-WAY
 BZ1255'LINE OF THE HIGHWAY AND IN THE NORTHEAST CORNER OF THE FARM
 BZ1255'YARD.
 BZ1255'
 BZ1255'TO REACH THE STATION FROM THE COURT HOUSE SQUARE IN HILLSBORO.
 BZ1255'GO WEST ON STATE HIGHWAY NO. 22, 03.0 MILES TO THE FARM
 BZ1255'YARD AND STATION ON THE LEFT AS DESCRIBED.
 BZ1255'
 BZ1255'TO REACH THE AZIMUTH MARK, CONTINUE WEST ON THE HIGHWAY
 BZ1255'0.8 MILE TO THE CEMETERY AND THE MARK ON THE LEFT.
 BZ1255
 BZ1255                          STATION RECOVERY (1999)
 BZ1255
 BZ1255'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1255'MARK NOT FOUND.
 BZ1255
 BZ1255                          STATION RECOVERY (2003)
 BZ1255
 BZ1255'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 BZ1255'INTERSECTED AND MEASURED THE TWO REFERENCE MARKS FOR THIS STATION AND
 BZ1255'IT WAS STILL NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7143 ***********************************************************************
 DH7143  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7143  DESIGNATION -  JACKSBORO CORS ARP
 DH7143  CORS_ID     -  TXJA
 DH7143  PID         -  DH7143
 DH7143  STATE/COUNTY-  TX/JACK
 DH7143  USGS QUAD   -  JACKSBORO (1982)
 DH7143
 DH7143                         *CURRENT SURVEY CONTROL
 DH7143  ___________________________________________________________________
 DH7143* NAD 83(CORS)-  33 11 41.33544(N)    098 08 44.21573(W)     ADJUSTED  
 DH7143* NAVD 88     -                                                        
 DH7143  ___________________________________________________________________
 DH7143  EPOCH DATE  -        2002.00
 DH7143  X           -    -757,039.331 (meters)                     COMP
 DH7143  Y           -  -5,289,046.093 (meters)                     COMP
 DH7143  Z           -   3,472,238.262 (meters)                     COMP
 DH7143  ELLIP HEIGHT-         327.22  (meters)          (11/??/05) GPS OBS
 DH7143  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DH7143
 DH7143  HORZ ORDER  -  SPECIAL (CORS)
 DH7143  ELLP ORDER  -  SPECIAL (CORS)
 DH7143
 DH7143.ITRF positions are available for this station.
 DH7143.The coordinates were established by GPS observations
 DH7143.and adjusted by the National Geodetic Survey in November 2005..
 DH7143.The coordinates are valid at the epoch date displayed above.
 DH7143.The epoch date for horizontal control is a decimal equivalence
 DH7143.of Year/Month/Day.
 DH7143
 DH7143
 DH7143.The PID for the CORS L1 Phase Center is DH7144.
 DH7143
 DH7143.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7143
 DH7143.The ellipsoidal height was determined by GPS observations
 DH7143.and is referenced to NAD 83.
 DH7143
 DH7143.The geoid height was determined by GEOID03.
 DH7143
 DH7143;                    North         East     Units Scale Factor Converg.
 DH7143;SPC TXNC     - 2,169,512.129   633,041.228   MT  0.99987573   +0 11 35.8
 DH7143;SPC TXNC     - 7,117,807.71  2,076,902.76   sFT  0.99987573   +0 11 35.8
 DH7143
 DH7143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7143!SPC TXNC     -   0.99994863  x   0.99987573  =   0.99982437
 DH7143
 DH7143                          SUPERSEDED SURVEY CONTROL
 DH7143
 DH7143.No superseded survey control is available for this station.
 DH7143
 DH7143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB7963873210(NAD 83)
 DH7143_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7143
 DH7143                          STATION DESCRIPTION
 DH7143
 DH7143'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7143'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7143'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7143'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7143'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7143'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7144 ***********************************************************************
 DH7144  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7144  DESIGNATION -  JACKSBORO CORS L1 PHASE CENTER
 DH7144  CORS_ID     -  TXJA
 DH7144  PID         -  DH7144
 DH7144  STATE/COUNTY-  TX/JACK
 DH7144  USGS QUAD   -  JACKSBORO (1982)
 DH7144
 DH7144                         *CURRENT SURVEY CONTROL
 DH7144  ___________________________________________________________________
 DH7144* NAD 83(CORS)-  33 11 41.33545(N)    098 08 44.21571(W)     ADJUSTED  
 DH7144* NAVD 88     -                                                        
 DH7144  ___________________________________________________________________
 DH7144  EPOCH DATE  -        2002.00
 DH7144  X           -    -757,039.339 (meters)                     COMP
 DH7144  Y           -  -5,289,046.151 (meters)                     COMP
 DH7144  Z           -   3,472,238.300 (meters)                     COMP
 DH7144  ELLIP HEIGHT-         327.29  (meters)          (11/??/05) GPS OBS
 DH7144  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DH7144
 DH7144  HORZ ORDER  -  SPECIAL (CORS)
 DH7144  ELLP ORDER  -  SPECIAL (CORS)
 DH7144
 DH7144.ITRF positions are available for this station.
 DH7144.The coordinates were established by GPS observations
 DH7144.and adjusted by the National Geodetic Survey in November 2005..
 DH7144.The coordinates are valid at the epoch date displayed above.
 DH7144.The epoch date for horizontal control is a decimal equivalence
 DH7144.of Year/Month/Day.
 DH7144
 DH7144
 DH7144.The PID for the CORS ARP is DH7143.
 DH7144
 DH7144.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7144
 DH7144.The ellipsoidal height was determined by GPS observations
 DH7144.and is referenced to NAD 83.
 DH7144
 DH7144.The geoid height was determined by GEOID03.
 DH7144
 DH7144;                    North         East     Units Scale Factor Converg.
 DH7144;SPC TXNC     - 2,169,512.129   633,041.229   MT  0.99987573   +0 11 35.8
 DH7144;SPC TXNC     - 7,117,807.71  2,076,902.77   sFT  0.99987573   +0 11 35.8
 DH7144
 DH7144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7144!SPC TXNC     -   0.99994862  x   0.99987573  =   0.99982436
 DH7144
 DH7144                          SUPERSEDED SURVEY CONTROL
 DH7144
 DH7144.No superseded survey control is available for this station.
 DH7144
 DH7144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB7963873210(NAD 83)
 DH7144_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7144
 DH7144                          STATION DESCRIPTION
 DH7144
 DH7144'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7144'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7144'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7144'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7144'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7144'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0727 ***********************************************************************
 DO0727  DESIGNATION -  JACKSBORO FAA MW MAST QWR
 DO0727  PID         -  DO0727
 DO0727  STATE/COUNTY-  TX/JACK
 DO0727  USGS QUAD   -  PERRIN (1979)
 DO0727
 DO0727                         *CURRENT SURVEY CONTROL
 DO0727  ___________________________________________________________________
 DO0727* NAD 83(1993)-  33 06 46.45583(N)    098 07 21.29044(W)     ADJUSTED  
 DO0727* NAVD 88     -                                                        
 DO0727  ___________________________________________________________________
 DO0727  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DO0727  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DO0727
 DO0727  HORZ ORDER  -  THIRD
 DO0727
 DO0727.The horizontal coordinates were established by classical geodetic methods
 DO0727.and adjusted by the National Geodetic Survey in February 1996..
 DO0727
 DO0727
 DO0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0727
 DO0727.The geoid height was determined by GEOID03.
 DO0727
 DO0727;                    North         East     Units Scale Factor Converg.
 DO0727;SPC TXNC     - 2,160,436.290   635,221.515   MT  0.99987319   +0 12 21.0
 DO0727;SPC TXNC     - 7,088,031.39  2,084,055.92   sFT  0.99987319   +0 12 21.0
 DO0727;UTM  14      - 3,664,146.085   581,861.603   MT  0.99968262   +0 28 45.7
 DO0727
 DO0727                          SUPERSEDED SURVEY CONTROL
 DO0727
 DO0727  NAD 83(1993)-  33 06 46.45820(N)    098 07 21.28340(W) AD(       ) 4
 DO0727  NAD 83(1986)-  33 06 46.45854(N)    098 07 21.27615(W) AD(       ) 4
 DO0727  NAD 27      -  33 06 46.03874(N)    098 07 20.12017(W) AD(       ) 3
 DO0727
 DO0727.Superseded values are not recommended for survey control.
 DO0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0727.See file dsdata.txt to determine how the superseded data were derived.
 DO0727
 DO0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8186264146(NAD 83)
 DO0727_MARKER: 44 = MICROWAVE MAST
 DO0727
 DO0727  HISTORY     - Date     Condition        Report By
 DO0727  HISTORY     - 1967     FIRST OBSERVED   CGS
 DO0727  HISTORY     - 20010325 GOOD             USPSQD
 DO0727
 DO0727                          STATION DESCRIPTION
 DO0727
 DO0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DO0727'THE STATION IS A FLASHING RED LIGHT ON THE TOP OF A STEEL
 DO0727'STRUCTURE THAT IS 240 FEET IN HEIGHT AND IS PAINTED RED-WHITE
 DO0727'ALTERNATE SECTIONS.  A SMALL COMMUNICATIONS BUILDING IS ATTACHED
 DO0727'TO THE MAST.
 DO0727'
 DO0727'STATION IS LOCATED ABOUT 7-1/4 MILES SOUTH-SOUTHEAST OF JACKSBORO.
 DO0727'
 DO0727'POINT INTERSECTED, WAS THE RED LIGHT AT TOP OF MAST.
 DO0727
 DO0727                          STATION RECOVERY (2001)
 DO0727
 DO0727'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0731 ***********************************************************************
 DO0731  DESIGNATION -  JACKSBORO JAIL CUPOLA
 DO0731  PID         -  DO0731
 DO0731  STATE/COUNTY-  TX/JACK
 DO0731  USGS QUAD   -  JACKSBORO (1982)
 DO0731
 DO0731                         *CURRENT SURVEY CONTROL
 DO0731  ___________________________________________________________________
 DO0731* NAD 83(1993)-  33 13 03.11434(N)    098 09 25.79937(W)     ADJUSTED  
 DO0731* NAVD 88     -                                                        
 DO0731  ___________________________________________________________________
 DO0731  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DO0731  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DO0731
 DO0731  HORZ ORDER  -  THIRD
 DO0731
 DO0731.The horizontal coordinates were established by classical geodetic methods
 DO0731.and adjusted by the National Geodetic Survey in February 1996..
 DO0731
 DO0731
 DO0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0731
 DO0731.The geoid height was determined by GEOID03.
 DO0731
 DO0731;                    North         East     Units Scale Factor Converg.
 DO0731;SPC TXNC     - 2,172,027.659   631,956.047   MT  0.99987680   +0 11 13.1
 DO0731;SPC TXNC     - 7,126,060.74  2,073,342.46   sFT  0.99987680   +0 11 13.1
 DO0731;UTM  14      - 3,675,719.435   578,541.360   MT  0.99967606   +0 27 42.3
 DO0731
 DO0731                          SUPERSEDED SURVEY CONTROL
 DO0731
 DO0731  NAD 83(1993)-  33 13 03.11603(N)    098 09 25.79431(W) AD(       ) 4
 DO0731  NAD 83(1986)-  33 13 03.11706(N)    098 09 25.78505(W) AD(       ) 4
 DO0731  NAD 27      -  33 13 02.70300(N)    098 09 24.63000(W) AD(       ) 3
 DO0731
 DO0731.Superseded values are not recommended for survey control.
 DO0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0731.See file dsdata.txt to determine how the superseded data were derived.
 DO0731
 DO0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB7854175719(NAD 83)
 DO0731_MARKER: 86 = CUPOLA
 DO0731
 DO0731  HISTORY     - Date     Condition        Report By
 DO0731  HISTORY     - 1902     FIRST OBSERVED   CGS
 DO0731  HISTORY     - 1935     GOOD             CGS
 DO0731  HISTORY     - 1940     GOOD             TSI
 DO0731  HISTORY     - 1949     GOOD             CGS
 DO0731  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0731  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0731
 DO0731                          STATION DESCRIPTION
 DO0731
 DO0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DO0731'THE STATION IS THE CENTER OF THE CUPOLA ON THE JACK COUNTY
 DO0731'JAIL.  THE CUPOLA IS AT ABOUT THE CENTER OF THE BUILDING, WHICH
 DO0731'IS A STONE STRUCTURE.  THE CUPOLA IS TOPPED BY A METAL
 DO0731'VENTILATOR.  IT IS ABOUT 200 FEET SSE OF THE CENTER OF THE
 DO0731'STREET INTERSECTION AT THE SE CORNER OF THE COURTHOUSE SQUARE
 DO0731'AND ABOUT 100 FEET S BY E FROM STATION JACKSBORO MAGNETIC.  THE
 DO0731'JAIL AND CUPOLA ARE LOW AND ARE NOT VERY PROMINENT FROM THE
 DO0731'SURROUNDING COUNTRY.  THE YEAR THE BUILDING WAS ERECTED WAS
 DO0731'NOT DETERMINED.
 DO0731
 DO0731                          STATION RECOVERY (1940)
 DO0731
 DO0731'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 DO0731'RECOVERED BY EDGAR TOBIN AERIAL SURVEY.
 DO0731'
 DO0731'JAIL HAS BEEN ABANDONED.  BUT BUILDING IS STILL STANDING, AND
 DO0731'CUPOLA IS INTACT.
 DO0731
 DO0731                          STATION RECOVERY (1949)
 DO0731
 DO0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DO0731'THE JAILHOUSE CUPOLA STILL STANDS IN GOOD CONDITION AS DESCRIBED.
 DO0731
 DO0731                          STATION RECOVERY (2001)
 DO0731
 DO0731'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0731'MARK NOT FOUND.
 DO0731
 DO0731                          STATION RECOVERY (2005)
 DO0731
 DO0731'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0731'JAIL BUILDING NOT IN EXISTENCE.  NEW DOLLAR GENERAL STORE AND PARKING
 DO0731'LOT LOCATED ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0169 ***********************************************************************
 DO0169  DESIGNATION -  JACKSBORO MAGNETIC
 DO0169  PID         -  DO0169
 DO0169  STATE/COUNTY-  TX/JACK
 DO0169  USGS QUAD   -  JACKSBORO (1982)
 DO0169
 DO0169                         *CURRENT SURVEY CONTROL
 DO0169  ___________________________________________________________________
 DO0169* NAD 83(1993)-  33 13 04.48741(N)    098 09 26.52607(W)     ADJUSTED  
 DO0169* NAVD 88     -       329.987  (meters)    1082.63   (feet)  ADJUSTED  
 DO0169  ___________________________________________________________________
 DO0169  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 DO0169  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DO0169  DYNAMIC HT  -         329.609 (meters)    1081.39  (feet)  COMP
 DO0169  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 DO0169
 DO0169  HORZ ORDER  -  SECOND
 DO0169  VERT ORDER  -  SECOND    CLASS 0
 DO0169
 DO0169.The horizontal coordinates were established by classical geodetic methods
 DO0169.and adjusted by the National Geodetic Survey in February 1996..
 DO0169
 DO0169.The orthometric height was determined by differential leveling
 DO0169.and adjusted by the National Geodetic Survey in June 1991..
 DO0169.WARNING-Repeat measurements at this control monument indicate possible
 DO0169.vertical movement.
 DO0169
 DO0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0169
 DO0169.The geoid height was determined by GEOID03.
 DO0169
 DO0169.The dynamic height is computed by dividing the NAVD 88
 DO0169.geopotential number by the normal gravity value computed on the
 DO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0169.degrees latitude (g = 980.6199 gals.).
 DO0169
 DO0169.The modeled gravity was interpolated from observed gravity values.
 DO0169
 DO0169;                    North         East     Units Scale Factor Converg.
 DO0169;SPC TXNC     - 2,172,069.894   631,937.093   MT  0.99987682   +0 11 12.7
 DO0169;SPC TXNC     - 7,126,199.31  2,073,280.28   sFT  0.99987682   +0 11 12.7
 DO0169;UTM  14      - 3,675,761.570   578,522.208   MT  0.99967602   +0 27 41.9
 DO0169
 DO0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0169!SPC TXNC     -   0.99995259  x   0.99987682  =   0.99982941
 DO0169!UTM  14      -   0.99995259  x   0.99967602  =   0.99962862
 DO0169
 DO0169|---------------------------------------------------------------------|
 DO0169| PID    Reference Object                     Distance      Geod. Az  |
 DO0169|                                                           dddmmss.s |
 DO0169| DO0167 JACKSBORO MAGNETIC RM 1              21.504 METERS 00530     |
 DO0169| DO0732 JACKSBORO MUNICIPAL TANK            APPROX. 1.1 KM 2755130.9 |
 DO0169| DO0170 JACKSBORO MAGNETIC RM 2              24.174 METERS 29702     |
 DO0169| DO0166 JACKSBORO MAGNETIC AZ MK                           3564202.2 |
 DO0169|---------------------------------------------------------------------|
 DO0169
 DO0169                          SUPERSEDED SURVEY CONTROL
 DO0169
 DO0169  NAD 83(1993)-  33 13 04.48965(N)    098 09 26.52106(W) AD(       ) 2
 DO0169  NAD 83(1986)-  33 13 04.49026(N)    098 09 26.51155(W) AD(       ) 2
 DO0169  NAD 27      -  33 13 04.08100(N)    098 09 25.35300(W) AD(       ) 2
 DO0169  NGVD 29 (??/??/92)  329.918  (m)         1082.41   (f) ADJ UNCH    2 0
 DO0169
 DO0169.Superseded values are not recommended for survey control.
 DO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0169.See file dsdata.txt to determine how the superseded data were derived.
 DO0169
 DO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB7852275762(NAD 83)
 DO0169_MARKER: DS = TRIANGULATION STATION DISK
 DO0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0169_STAMPING: JACKSBORO MAGNETIC 1935
 DO0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0169+STABILITY: SURFACE MOTION
 DO0169
 DO0169  HISTORY     - Date     Condition        Report By
 DO0169  HISTORY     - 1935     MONUMENTED       CGS
 DO0169  HISTORY     - 1937     GOOD             TXHD
 DO0169  HISTORY     - 1940     GOOD             TSI
 DO0169  HISTORY     - 1947     GOOD             LOCSUR
 DO0169  HISTORY     - 1949     GOOD             CGS
 DO0169  HISTORY     - 1960     GOOD             CGS
 DO0169  HISTORY     - 1961     GOOD             NGS
 DO0169  HISTORY     - 20010325 GOOD             USPSQD
 DO0169  HISTORY     - 20050416 GOOD             USPSQD
 DO0169
 DO0169                          STATION DESCRIPTION
 DO0169
 DO0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DO0169'THE STATION IS LOCATED IN THE BLOCK SE OF THE JACK COUNTY
 DO0169'COURTHOUSE IN JACKSBORO AND IS ABOUT 100 FEET N OF THE JAIL.
 DO0169'IT IS 72 FEET S OF THE S EDGE OF THE SIDEWALK OF THE STREET
 DO0169'ALONG THE S SIDE OF THE COURTHOUSE, AND 39 FEET E OF THE CENTER
 DO0169'LINE OF THE STREET ALONG THE E SIDE OF THE COURTHOUSE.  IT
 DO0169'PROJECTS 4 INCHES.  THE OLD LIMESTONE MARK OF THE MAGNETIC
 DO0169'STATION WAS REPLACED BY A STANDARD BRONZE DISK.  IT IS STILL
 DO0169'SUITABLE FOR MAGNETIC OBSERVATIONS.
 DO0169'
 DO0169'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 DO0169'SET IN CONCRETE.
 DO0169'
 DO0169'REFERENCE MARK NO. 1, IS N OF THE STATION, 2 FEET S OF THE
 DO0169'S EDGE OF THE SIDEWALK, AND 17 FEET E OF THE CURB.  IT PROJECTS
 DO0169'4 INCHES.
 DO0169'
 DO0169'REFERENCE MARK NO. 2 IS NW OF THE STATION, 34 FEET S OF THE S
 DO0169'EDGE OF THE SIDEWALK, AND 33 FEET W OF THE CENTER LINE OF THE
 DO0169'STREET.  IT PROJECTS 4 INCHES.
 DO0169'
 DO0169'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE N OF THE STATION AT
 DO0169'THE END OF THE STREET RUNNING ALONG THE E SIDE OF THE COURTHOUSE,
 DO0169'AND 39 FEET W OF THE CENTER LINE.  IT IS 1 FOOT S OF THE S
 DO0169'EDGE OF THE SIDEWALK ALONG THE N SIDE OF THE CROSS STREET, AND
 DO0169'55 FEET SE OF THE SE CORNER OF THE PORCH OF WHITE FRAME HOUSE.
 DO0169'
 DO0169'A LIGHT 87 FEET ABOVE STATION MOORE COMES INTO VIEW AT 18 FEET.
 DO0169'
 DO0169'A LIGHT 47 FEET ABOVE STATION SPRADLING COMES INTO VIEW AT
 DO0169'25 FEET.
 DO0169'
 DO0169'HEIGHT OF LIGHT ABOVE STATION MARK - 60 FEET.
 DO0169
 DO0169                          STATION RECOVERY (1937)
 DO0169
 DO0169'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 DO0169'STATION AND REFERENCE MARK NO. 2 RECOVERED AS DESCRIBED AND IN
 DO0169'GOOD CONDITION.  NO ATTEMPT MADE TO LOCATE REFERENCE MARK NO. 1
 DO0169'AND AZIMUTH.
 DO0169
 DO0169                          STATION RECOVERY (1940)
 DO0169
 DO0169'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 DO0169'RECOVERED BY EDGAR TOBIN AERIAL SURVEY.
 DO0169'
 DO0169'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 DO0169
 DO0169                          STATION RECOVERY (1947)
 DO0169
 DO0169'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (FJP)
 DO0169'STATION RECOVERED IN GOOD CONDITION.
 DO0169
 DO0169                          STATION RECOVERY (1949)
 DO0169
 DO0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DO0169'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 DO0169'DESCRIBED.  REFERENCE MARK 2 IS NOW IN THE W SIDE OF THE WALK
 DO0169'ALONG THE E SIDE OF THE JACKSBORO HOSPITAL AND CLINIC AND IS A
 DO0169'FLUSH MARK.
 DO0169
 DO0169                          STATION RECOVERY (1960)
 DO0169
 DO0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DO0169'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION
 DO0169'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 DO0169'CORRECT.
 DO0169
 DO0169                          STATION RECOVERY (1961)
 DO0169
 DO0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DO0169'IN JACKSBORO.
 DO0169'AT JACKSBORO, 314 FEET SOUTHEAST AND ACROSS EAST BELKNAP AND SOUTH
 DO0169'CHURCH STREET FROM THE SOUTHEAST CORNER OF THE COURTHOUSE, 89 FEET
 DO0169'SOUTHWEST OF THE NORTHWEST CORNER OF THE BELL TELEPHONE OFFICE, 119
 DO0169'FEET SOUTH OF THE CENTER LINE OF EAST BELKNAP STREET, 42 FEET EAST OF
 DO0169'THE CENTER LINE OF SOUTH CHURCH STREET, 13 FEET SOUTH OF THE NORTHWEST
 DO0169'CORNER OF A WOVEN WIRE FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 DO0169'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DO0169
 DO0169                          STATION RECOVERY (2001)
 DO0169
 DO0169'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0169'RECOVERED IN GOOD CONDITION.
 DO0169
 DO0169                          STATION RECOVERY (2005)
 DO0169
 DO0169'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0167 ***********************************************************************
 DO0167  DESIGNATION -  JACKSBORO MAGNETIC RM 1
 DO0167  PID         -  DO0167
 DO0167  STATE/COUNTY-  TX/JACK
 DO0167  USGS QUAD   -  JACKSBORO (1982)
 DO0167
 DO0167                         *CURRENT SURVEY CONTROL
 DO0167  ___________________________________________________________________
 DO0167* NAD 83(1986)-  33 13 06.     (N)    098 09 25.     (W)     SCALED    
 DO0167* NAVD 88     -       330.419  (meters)    1084.05   (feet)  ADJUSTED  
 DO0167  ___________________________________________________________________
 DO0167  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DO0167  DYNAMIC HT  -         330.040 (meters)    1082.81  (feet)  COMP
 DO0167  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 DO0167
 DO0167  VERT ORDER  -  SECOND    CLASS 0
 DO0167
 DO0167.The horizontal coordinates were scaled from a topographic map and have
 DO0167.an estimated accuracy of +/- 6 seconds.
 DO0167
 DO0167.The orthometric height was determined by differential leveling
 DO0167.and adjusted by the National Geodetic Survey in June 1991..
 DO0167
 DO0167.The geoid height was determined by GEOID03.
 DO0167
 DO0167.The dynamic height is computed by dividing the NAVD 88
 DO0167.geopotential number by the normal gravity value computed on the
 DO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0167.degrees latitude (g = 980.6199 gals.).
 DO0167
 DO0167.The modeled gravity was interpolated from observed gravity values.
 DO0167
 DO0167;                    North         East    Units  Estimated Accuracy
 DO0167;SPC TXNC     - 2,172,120.      631,980.      MT  (+/- 180 meters Scaled)
 DO0167
 DO0167                          SUPERSEDED SURVEY CONTROL
 DO0167
 DO0167  NGVD 29 (??/??/92)  330.350  (m)         1083.82   (f) ADJ UNCH    2 0
 DO0167
 DO0167.Superseded values are not recommended for survey control.
 DO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0167.See file dsdata.txt to determine how the superseded data were derived.
 DO0167
 DO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB785758(NAD 83)
 DO0167_MARKER: DR = REFERENCE MARK DISK
 DO0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0167_STAMPING: JACKSBORO NO. 1 1935
 DO0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0167+STABILITY: SURFACE MOTION
 DO0167
 DO0167  HISTORY     - Date     Condition        Report By
 DO0167  HISTORY     - 1935     MONUMENTED       CGS
 DO0167  HISTORY     - 1961     GOOD             NGS
 DO0167  HISTORY     - 20010325 GOOD             USPSQD
 DO0167
 DO0167                          STATION DESCRIPTION
 DO0167
 DO0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0167'IN JACKSBORO.
 DO0167'AT JACKSBORO, 58 1/2 FEET WEST OF THE NORTHWEST CORNER OF THE BELL
 DO0167'TELEPHONE OFFICE, 49 FEET EAST OF THE CENTER LINE OF SOUTH CHURCH
 DO0167'STREET, 47 FEET SOUTH OF THE CENTER LINE OF EAST BELKNAP STEET, 70 1/2
 DO0167'FEET NORTH OF JACKSBORO MAGNETIC 1935, 1 1/2 FEET SOUTH OF THE SOUTH
 DO0167'EDGE OF AN EAST-WEST SIDEWALK, ABOUT 1 FOOT ABOVE THE STREET, AND SET
 DO0167'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 DO0167
 DO0167                          STATION RECOVERY (2001)
 DO0167
 DO0167'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0170 ***********************************************************************
 DO0170  DESIGNATION -  JACKSBORO MAGNETIC RM 2
 DO0170  PID         -  DO0170
 DO0170  STATE/COUNTY-  TX/JACK
 DO0170  USGS QUAD   -  JACKSBORO (1982)
 DO0170
 DO0170                         *CURRENT SURVEY CONTROL
 DO0170  ___________________________________________________________________
 DO0170* NAD 83(1986)-  33 13 05.     (N)    098 09 25.     (W)     SCALED    
 DO0170* NAVD 88     -       329.934  (meters)    1082.46   (feet)  ADJUSTED  
 DO0170  ___________________________________________________________________
 DO0170  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DO0170  DYNAMIC HT  -         329.556 (meters)    1081.22  (feet)  COMP
 DO0170  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 DO0170
 DO0170  VERT ORDER  -  SECOND    CLASS 0
 DO0170
 DO0170.The horizontal coordinates were scaled from a topographic map and have
 DO0170.an estimated accuracy of +/- 6 seconds.
 DO0170
 DO0170.The orthometric height was determined by differential leveling
 DO0170.and adjusted by the National Geodetic Survey in June 1991..
 DO0170
 DO0170.The geoid height was determined by GEOID03.
 DO0170
 DO0170.The dynamic height is computed by dividing the NAVD 88
 DO0170.geopotential number by the normal gravity value computed on the
 DO0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0170.degrees latitude (g = 980.6199 gals.).
 DO0170
 DO0170.The modeled gravity was interpolated from observed gravity values.
 DO0170
 DO0170;                    North         East    Units  Estimated Accuracy
 DO0170;SPC TXNC     - 2,172,090.      631,980.      MT  (+/- 180 meters Scaled)
 DO0170
 DO0170                          SUPERSEDED SURVEY CONTROL
 DO0170
 DO0170  NGVD 29 (??/??/92)  329.865  (m)         1082.23   (f) ADJ UNCH    2 0
 DO0170
 DO0170.Superseded values are not recommended for survey control.
 DO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0170.See file dsdata.txt to determine how the superseded data were derived.
 DO0170
 DO0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB785757(NAD 83)
 DO0170_MARKER: DR = REFERENCE MARK DISK
 DO0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0170_STAMPING: JACKSBORO NO 2 1935
 DO0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0170+STABILITY: SURFACE MOTION
 DO0170
 DO0170  HISTORY     - Date     Condition        Report By
 DO0170  HISTORY     - 1935     MONUMENTED       CGS
 DO0170  HISTORY     - 1961     GOOD             NGS
 DO0170  HISTORY     - 20010325 GOOD             USPSQD
 DO0170  HISTORY     - 20050416 GOOD             USPSQD
 DO0170
 DO0170                          STATION DESCRIPTION
 DO0170
 DO0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0170'IN JACKSBORO.
 DO0170'AT JACKSBORO, 85 FEET SOUTH OF THE CENTER LINE OF EAST BELKNAP STREET,
 DO0170'33 1/2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE BARNETT GOLDEN
 DO0170'AGE HOME, 79 1/2 FEET NORTHWEST AND ACROSS SOUTH CHURCH STREET FROM
 DO0170'JACKSBORO MAGNETIC 1935, 28 FEET WEST OF THE CENTER LINE OF SOUTH
 DO0170'CHURCH STREET, 12 1/2 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK
 DO0170'LEADING TO THE WEST ENTRANCE TO THE BARNETT GOLDEN AGE HOME, 3 FEET
 DO0170'WEST OF THE WEST CURB OF SOUTH CHURCH STREET, ABOUT LEVEL WITH THE
 DO0170'STREET, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 DO0170'AND A NORTH-SOUTH SIDEWALK.
 DO0170
 DO0170                          STATION RECOVERY (2001)
 DO0170
 DO0170'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0170'RECOVERED IN GOOD CONDITION.
 DO0170
 DO0170                          STATION RECOVERY (2005)
 DO0170
 DO0170'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0166 ***********************************************************************
 DO0166  DESIGNATION -  JACKSBORO MAGNETIC AZ MK
 DO0166  PID         -  DO0166
 DO0166  STATE/COUNTY-  TX/JACK
 DO0166  USGS QUAD   -  JACKSBORO (1982)
 DO0166
 DO0166                         *CURRENT SURVEY CONTROL
 DO0166  ___________________________________________________________________
 DO0166* NAD 83(1986)-  33 13 18.     (N)    098 09 27.     (W)     SCALED    
 DO0166* NAVD 88     -       331.241  (meters)    1086.75   (feet)  ADJUSTED  
 DO0166  ___________________________________________________________________
 DO0166  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DO0166  DYNAMIC HT  -         330.862 (meters)    1085.50  (feet)  COMP
 DO0166  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 DO0166
 DO0166  VERT ORDER  -  SECOND    CLASS 0
 DO0166
 DO0166.The horizontal coordinates were scaled from a topographic map and have
 DO0166.an estimated accuracy of +/- 6 seconds.
 DO0166
 DO0166.The orthometric height was determined by differential leveling
 DO0166.and adjusted by the National Geodetic Survey in June 1991..
 DO0166
 DO0166.The geoid height was determined by GEOID03.
 DO0166
 DO0166.The dynamic height is computed by dividing the NAVD 88
 DO0166.geopotential number by the normal gravity value computed on the
 DO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0166.degrees latitude (g = 980.6199 gals.).
 DO0166
 DO0166.The modeled gravity was interpolated from observed gravity values.
 DO0166
 DO0166;                    North         East    Units  Estimated Accuracy
 DO0166;SPC TXNC     - 2,172,490.      631,920.      MT  (+/- 180 meters Scaled)
 DO0166
 DO0166                          SUPERSEDED SURVEY CONTROL
 DO0166
 DO0166  NGVD 29 (??/??/92)  331.172  (m)         1086.52   (f) ADJ UNCH    2 0
 DO0166
 DO0166.Superseded values are not recommended for survey control.
 DO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0166.See file dsdata.txt to determine how the superseded data were derived.
 DO0166
 DO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB785761(NAD 83)
 DO0166_MARKER: DZ = AZIMUTH MARK DISK
 DO0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0166_STAMPING: JACKSBORO AZIMUTH 1935
 DO0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0166+STABILITY: SURFACE MOTION
 DO0166
 DO0166  HISTORY     - Date     Condition        Report By
 DO0166  HISTORY     - 1935     MONUMENTED       CGS
 DO0166  HISTORY     - 1961     GOOD             NGS
 DO0166  HISTORY     - 20010325 GOOD             USPSQD
 DO0166  HISTORY     - 20050416 GOOD             USPSQD
 DO0166
 DO0166                          STATION DESCRIPTION
 DO0166
 DO0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0166'0.2 MI N FROM JACKSBORO.
 DO0166'ABOUT 0.2 MILE NORTH ALONG NORTH CHURCH STREET FROM THE COURTHOUSE AT
 DO0166'JACKSBORO, 33 FEET WEST OF THE CENTER LINE OF THE STREET, 16 FEET
 DO0166'NORTH OF THE CENTER LINE OF EAST THOMPSON STREET, AT THE NORTHWEST
 DO0166'CORNER OF THE INTERSECTION OF THE TWO STREETS, 55 FEET SOUTHEAST OF
 DO0166'THE SOUTHEAST CORNER OF A TWO-STORIED HOUSE, 1 1/2 FEET EAST OF A
 DO0166'TELEPHONE POLE, 1 FOOT SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 DO0166'SIDEWALK, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A
 DO0166'CONCRETE POST PROJECTING 6 INCHES.
 DO0166
 DO0166                          STATION RECOVERY (2001)
 DO0166
 DO0166'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0166'RECOVERED IN GOOD CONDITION.
 DO0166
 DO0166                          STATION RECOVERY (2005)
 DO0166
 DO0166'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0732 ***********************************************************************
 DO0732  DESIGNATION -  JACKSBORO MUNICIPAL TANK
 DO0732  PID         -  DO0732
 DO0732  STATE/COUNTY-  TX/JACK
 DO0732  USGS QUAD   -  JACKSBORO (1982)
 DO0732
 DO0732                         *CURRENT SURVEY CONTROL
 DO0732  ___________________________________________________________________
 DO0732* NAD 83(1993)-  33 13 08.12593(N)    098 10 08.73663(W)     ADJUSTED  
 DO0732* NAVD 88     -                                                        
 DO0732  ___________________________________________________________________
 DO0732  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DO0732  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DO0732
 DO0732  HORZ ORDER  -  THIRD
 DO0732
 DO0732.The horizontal coordinates were established by classical geodetic methods
 DO0732.and adjusted by the National Geodetic Survey in February 1996..
 DO0732
 DO0732
 DO0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0732
 DO0732.The geoid height was determined by GEOID03.
 DO0732
 DO0732;                    North         East     Units Scale Factor Converg.
 DO0732;SPC TXNC     - 2,172,178.471   630,843.828   MT  0.99987687   +0 10 49.7
 DO0732;SPC TXNC     - 7,126,555.53  2,069,693.46   sFT  0.99987687   +0 10 49.7
 DO0732;UTM  14      - 3,675,864.882   577,428.656   MT  0.99967392   +0 27 18.8
 DO0732
 DO0732                          SUPERSEDED SURVEY CONTROL
 DO0732
 DO0732  NAD 83(1993)-  33 13 08.12814(N)    098 10 08.73265(W) AD(       ) 4
 DO0732  NAD 83(1986)-  33 13 08.12851(N)    098 10 08.72228(W) AD(       ) 4
 DO0732  NAD 27      -  33 13 07.72000(N)    098 10 07.57000(W) AD(       ) 3
 DO0732
 DO0732.Superseded values are not recommended for survey control.
 DO0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0732.See file dsdata.txt to determine how the superseded data were derived.
 DO0732
 DO0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB7742975865(NAD 83)
 DO0732_MARKER: 53 = ELEVATED TANK
 DO0732
 DO0732  HISTORY     - Date     Condition        Report By
 DO0732  HISTORY     - 1935     FIRST OBSERVED   CGS
 DO0732  HISTORY     - 1940     GOOD             TSI
 DO0732  HISTORY     - 1947     GOOD             LOCSUR
 DO0732  HISTORY     - 1949     GOOD             CGS
 DO0732  HISTORY     - 1967     GOOD             CGS
 DO0732  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0732  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0732
 DO0732                          STATION DESCRIPTION
 DO0732
 DO0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DO0732'THIS STATION IS THE CENTER OF THE MUNICIPAL WATER TANK OF
 DO0732'JACKSBORO, IN THE SW PART OF THE TOWN, ABOUT 48 YARDS SSE
 DO0732'OF THE SE CORNER OF THE RED BRICK GRAMMAR SCHOOL BUILDING AND
 DO0732'ABOUT 15 YARDS W OF A N-S STREET.  THE TANK WAS BUILT IN 1912.
 DO0732'IT IS A STANDARD FOUR-LEGGED STRUCTURE WITH VERTICAL CYLINDRICAL
 DO0732'WALL, OVAL BASE AND CONICAL TOP.  THERE IS A BALL AT THE
 DO0732'APEX OF THE ROOF.  THE TANK IS PAINTED BLACK.  THE ROOF IS
 DO0732'PAINTED WHITE.  THE HEIGHT OF THE TANK IS ABOUT 115 FEET.
 DO0732'IT IS QUITE PROMINENT FOR SEVERAL MILES IN ALL DIRECTIONS.
 DO0732
 DO0732                          STATION RECOVERY (1940)
 DO0732
 DO0732'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1940
 DO0732'RECOVERED BY EDGAR TOBIN AERIAL SURVEY
 DO0732'
 DO0732'STATION RECOVERED AS DESCRIBED AND FOUND SATISFACTORY.
 DO0732
 DO0732                          STATION RECOVERY (1947)
 DO0732
 DO0732'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1947 (FJP)
 DO0732'STATION RECOVERED IN GOOD CONDITION.
 DO0732
 DO0732                          STATION RECOVERY (1949)
 DO0732
 DO0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (APR)
 DO0732'TANK STILL STANDS IN GOOD CONDITION AS DESCRIBED.
 DO0732
 DO0732                          STATION RECOVERY (1967)
 DO0732
 DO0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DO0732'THE STATION WAS RECOVERED AS DESCRIBED IN 1935 BY C.A.S.
 DO0732
 DO0732                          STATION RECOVERY (2001)
 DO0732
 DO0732'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0732'MARK NOT FOUND.
 DO0732
 DO0732                          STATION RECOVERY (2005)
 DO0732
 DO0732'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0732'TANK NOT IN EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0735 ***********************************************************************
 DO0735  DESIGNATION -  JACKSBORO MUNICIPAL S TANK
 DO0735  PID         -  DO0735
 DO0735  STATE/COUNTY-  TX/JACK
 DO0735  USGS QUAD   -  JACKSBORO (1982)
 DO0735
 DO0735                         *CURRENT SURVEY CONTROL
 DO0735  ___________________________________________________________________
 DO0735* NAD 83(1993)-  33 13 01.73940(N)    098 10 30.99852(W)     ADJUSTED  
 DO0735* NAVD 88     -                                                        
 DO0735  ___________________________________________________________________
 DO0735  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DO0735  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DO0735
 DO0735  HORZ ORDER  -  THIRD
 DO0735
 DO0735.The horizontal coordinates were established by classical geodetic methods
 DO0735.and adjusted by the National Geodetic Survey in February 1996..
 DO0735
 DO0735
 DO0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0735
 DO0735.The geoid height was determined by GEOID03.
 DO0735
 DO0735;                    North         East     Units Scale Factor Converg.
 DO0735;SPC TXNC     - 2,171,979.942   630,268.040   MT  0.99987678   +0 10 37.6
 DO0735;SPC TXNC     - 7,125,904.19  2,067,804.39   sFT  0.99987678   +0 10 37.6
 DO0735;UTM  14      - 3,675,663.636   576,853.944   MT  0.99967282   +0 27 06.5
 DO0735
 DO0735                          SUPERSEDED SURVEY CONTROL
 DO0735
 DO0735  NAD 83(1993)-  33 13 01.74120(N)    098 10 30.99425(W) AD(       ) 4
 DO0735  NAD 83(1986)-  33 13 01.74210(N)    098 10 30.98434(W) AD(       ) 4
 DO0735  NAD 27      -  33 13 01.33219(N)    098 10 29.82539(W) AD(       ) 3
 DO0735
 DO0735.Superseded values are not recommended for survey control.
 DO0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0735.See file dsdata.txt to determine how the superseded data were derived.
 DO0735
 DO0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB7685475664(NAD 83)
 DO0735_MARKER: 53 = ELEVATED TANK
 DO0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0735+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 DO0735
 DO0735  HISTORY     - Date     Condition        Report By
 DO0735  HISTORY     - 1967     FIRST OBSERVED   CGS
 DO0735  HISTORY     - 20040816 GOOD             USPSQD
 DO0735  HISTORY     - 20050416 GOOD             USPSQD
 DO0735
 DO0735                          STATION DESCRIPTION
 DO0735
 DO0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DO0735'THE STATION IS A LARGE STEEL TANK WHICH HAS AN OVAL SHAPED ROOF
 DO0735'AND BOTTOM, LIGHT BROWN IN COLOR, SUPPORTED BY 6 STEEL TUBULAR
 DO0735'TYPE LEGS AND HAS A RED LIGHT AT THE TOP OF TANK.
 DO0735'
 DO0735'THE STATION IS LOCATED IN THE WEST PART OF JACKSBORO, ABOUT 250
 DO0735'FEET NORTH OF WEST PINE STREET AND IS 130 FEET IN HEIGHT.  THE
 DO0735'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 DO0735
 DO0735                          STATION RECOVERY (2004)
 DO0735
 DO0735'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DO0735'RECOVERED AS DESCRIBED.
 DO0735
 DO0735                          STATION RECOVERY (2005)
 DO0735
 DO0735'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0735'CURRENTLY PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0734 ***********************************************************************
 DO0734  DESIGNATION -  JACKSBORO RADIO MAST KKN 408
 DO0734  PID         -  DO0734
 DO0734  STATE/COUNTY-  TX/JACK
 DO0734  USGS QUAD   -  JACKSBORO (1982)
 DO0734
 DO0734                         *CURRENT SURVEY CONTROL
 DO0734  ___________________________________________________________________
 DO0734* NAD 83(1993)-  33 12 41.28162(N)    098 10 05.59123(W)     ADJUSTED  
 DO0734* NAVD 88     -                                                        
 DO0734  ___________________________________________________________________
 DO0734  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 DO0734  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DO0734
 DO0734  HORZ ORDER  -  THIRD
 DO0734
 DO0734.The horizontal coordinates were established by classical geodetic methods
 DO0734.and adjusted by the National Geodetic Survey in February 1996..
 DO0734
 DO0734
 DO0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0734
 DO0734.The geoid height was determined by GEOID03.
 DO0734
 DO0734;                    North         East     Units Scale Factor Converg.
 DO0734;SPC TXNC     - 2,171,351.818   630,927.879   MT  0.99987650   +0 10 51.4
 DO0734;SPC TXNC     - 7,123,843.42  2,069,969.22   sFT  0.99987650   +0 10 51.4
 DO0734;UTM  14      - 3,675,038.809   577,516.652   MT  0.99967408   +0 27 20.2
 DO0734
 DO0734                          SUPERSEDED SURVEY CONTROL
 DO0734
 DO0734  NAD 83(1993)-  33 12 41.28335(N)    098 10 05.58661(W) AD(       ) 4
 DO0734  NAD 83(1986)-  33 12 41.28438(N)    098 10 05.57715(W) AD(       ) 4
 DO0734  NAD 27      -  33 12 40.87318(N)    098 10 04.41710(W) AD(       ) 3
 DO0734
 DO0734.Superseded values are not recommended for survey control.
 DO0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0734.See file dsdata.txt to determine how the superseded data were derived.
 DO0734
 DO0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB7751775039(NAD 83)
 DO0734_MARKER: 42 = RADIO/TV MAST
 DO0734
 DO0734  HISTORY     - Date     Condition        Report By
 DO0734  HISTORY     - 1967     FIRST OBSERVED   CGS
 DO0734  HISTORY     - 20050416 GOOD             USPSQD
 DO0734
 DO0734                          STATION DESCRIPTION
 DO0734
 DO0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DO0734'THE STATION IS A FLASHING RED LIGHT ON THE TOP OF A STEEL STRUCTURE
 DO0734'THAT IS 400 FEET IN HEIGHT AND PAINTED ALTERNATE RED AND WHITE.
 DO0734'
 DO0734'THE STATION IS LOCATED IN THE WEST PART OF JACKSBORO, OWNED
 DO0734'AND OPERATED BY THE PETE GRACE DRILLING COMPANY.  IT IS ABOUT
 DO0734'300 FEET SOUTH OF FOXHALL STREET.
 DO0734'
 DO0734'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 DO0734
 DO0734                          STATION RECOVERY (2005)
 DO0734
 DO0734'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 DO0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0733 ***********************************************************************
 DO0733  DESIGNATION -  JACKSBORO SINCLAIR OIL CO MAST
 DO0733  PID         -  DO0733
 DO0733  STATE/COUNTY-  TX/JACK
 DO0733  USGS QUAD   -  JACKSBORO (1982)
 DO0733
 DO0733                         *CURRENT SURVEY CONTROL
 DO0733  ___________________________________________________________________
 DO0733* NAD 83(1993)-  33 08 23.70323(N)    098 07 40.38238(W)     ADJUSTED  
 DO0733* NAVD 88     -                                                        
 DO0733  ___________________________________________________________________
 DO0733  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DO0733  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DO0733
 DO0733  HORZ ORDER  -  THIRD
 DO0733
 DO0733.The horizontal coordinates were established by classical geodetic methods
 DO0733.and adjusted by the National Geodetic Survey in February 1996..
 DO0733
 DO0733
 DO0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0733
 DO0733.The geoid height was determined by GEOID03.
 DO0733
 DO0733;                    North         East     Units Scale Factor Converg.
 DO0733;SPC TXNC     - 2,163,430.068   634,715.990   MT  0.99987380   +0 12 10.6
 DO0733;SPC TXNC     - 7,097,853.48  2,082,397.38   sFT  0.99987380   +0 12 10.6
 DO0733;UTM  14      - 3,667,136.842   581,341.884   MT  0.99968158   +0 28 36.5
 DO0733
 DO0733                          SUPERSEDED SURVEY CONTROL
 DO0733
 DO0733  NAD 83(1993)-  33 08 23.70581(N)    098 07 40.37569(W) AD(       ) 4
 DO0733  NAD 83(1986)-  33 08 23.70606(N)    098 07 40.36802(W) AD(       ) 4
 DO0733  NAD 27      -  33 08 23.29725(N)    098 07 39.21138(W) AD(       ) 3
 DO0733
 DO0733.Superseded values are not recommended for survey control.
 DO0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0733.See file dsdata.txt to determine how the superseded data were derived.
 DO0733
 DO0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB8134267137(NAD 83)
 DO0733
 DO0733  HISTORY     - Date     Condition        Report By
 DO0733  HISTORY     - 1967     FIRST OBSERVED   CGS
 DO0733
 DO0733                          STATION DESCRIPTION
 DO0733
 DO0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DO0733'THE STATION IS A FLASHING RED LIGHT ON TOP OF A STEEL STRUCTURE
 DO0733'THAT IS 80 FEET IN HEIGHT AND IS PAINTED RED-WHITE ALTERNATE
 DO0733'SECTIONS.
 DO0733'
 DO0733'STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF JACKSBORO AND
 DO0733'IS OWNED AND OPERATED BY THE SINCLAIR OIL COMPANY.
 DO0733'
 DO0733'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2732 ***********************************************************************
 AX2732  DESIGNATION -  JACKSON
 AX2732  PID         -  AX2732
 AX2732  STATE/COUNTY-  TX/JACKSON
 AX2732  USGS QUAD   -  GANADO (1981)
 AX2732
 AX2732                         *CURRENT SURVEY CONTROL
 AX2732  ___________________________________________________________________
 AX2732* NAD 83(1993)-  29 00 10.92958(N)    096 35 53.27879(W)     ADJUSTED  
 AX2732* NAVD 88     -        25.9    (meters)      85.     (feet)  VERTCON   
 AX2732  ___________________________________________________________________
 AX2732  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AX2732  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2732
 AX2732  HORZ ORDER  -  FIRST
 AX2732
 AX2732.The horizontal coordinates were established by classical geodetic methods
 AX2732.and adjusted by the National Geodetic Survey in February 1996..
 AX2732
 AX2732.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2732
 AX2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2732
 AX2732.The geoid height was determined by GEOID03.
 AX2732
 AX2732;                    North         East     Units Scale Factor Converg.
 AX2732;SPC TXSC     - 4,132,037.497   833,983.905   MT  0.99987991   +1 10 36.1
 AX2732;SPC TXSC     -13,556,526.35  2,736,162.19   sFT  0.99987991   +1 10 36.1
 AX2732;UTM  14      - 3,210,700.650   733,971.419   MT  1.00027558   +1 09 54.3
 AX2732
 AX2732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2732!SPC TXSC     -   1.00000023  x   0.99987991  =   0.99988014
 AX2732!UTM  14      -   1.00000023  x   1.00027558  =   1.00027581
 AX2732
 AX2732:                Primary Azimuth Mark                     Grid Az
 AX2732:SPC TXSC     -  JACKSON AZ MK                            061 42 21.5
 AX2732:UTM  14      -  JACKSON AZ MK                            061 43 03.3
 AX2732
 AX2732|---------------------------------------------------------------------|
 AX2732| PID    Reference Object                     Distance      Geod. Az  |
 AX2732|                                                           dddmmss.s |
 AX2732| AX2735 JACKSON AZ MK                       APPROX. 1.0 KM 0625257.6 |
 AX2732| CV7290 JACKSON RM 1                          8.145 METERS 14548     |
 AX2732| CV7291 JACKSON RM 2                          8.823 METERS 30438     |
 AX2732|---------------------------------------------------------------------|
 AX2732
 AX2732                          SUPERSEDED SURVEY CONTROL
 AX2732
 AX2732  NAD 83(1986)-  29 00 10.94349(N)    096 35 53.26538(W) AD(       ) 1
 AX2732  NAD 27      -  29 00 10.00497(N)    096 35 52.35462(W) AD(       ) 1
 AX2732  NGVD 29 (07/19/86)   25.9    (m)           85.     (f) VERT ANG       
 AX2732
 AX2732.Superseded values are not recommended for survey control.
 AX2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2732.See file dsdata.txt to determine how the superseded data were derived.
 AX2732
 AX2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3397110701(NAD 83)
 AX2732_MARKER: DD = SURVEY DISK
 AX2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2732_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AX2732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2732+STABILITY: SURFACE MOTION
 AX2732
 AX2732  HISTORY     - Date     Condition        Report By
 AX2732  HISTORY     - 1980     MONUMENTED       NGS
 AX2732  HISTORY     - 19980725 GOOD             USPSQD
 AX2732
 AX2732                          STATION DESCRIPTION
 AX2732
 AX2732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2732'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF GANADO, 3 MILES
 AX2732'NORTHEAST OF EDNA, 1/2 MILE NORTHWEST OF THE JACKSON COUNTY
 AX2732'AIRPORT AND IN THE MEDIAN OF THE NORTHBOUND-SOUTHBOUND LANES OF
 AX2732'U.S. HIGHWAY 59 AT THE NORTH END OF THE OVERPASS OVER FARM ROAD
 AX2732'530.  MR. W.F. MOEHLMAN, SUPERVISOR RESIDENT ENGINEER OF THE TEXAS
 AX2732'HIGHWAY DEPARTMENT IN VICTORIA, GAVE PERMISSION.
 AX2732'HIS PHONE NUMBER IS 512-573-9251.
 AX2732'
 AX2732'TO REACH THE STATION FROM THE OVERPASS OF U.S. HIGHWAY 59 OVER
 AX2732'STATE HIGHWAY 111 IN EDNA, GO NORTHERLY ON HIGWAY 59 FOR 3.4
 AX2732'MILES TO THE NORTH END OF THE OVERPASS OVER FARM ROAD 530 AND
 AX2732'THE STATION ON THE LEFT IN THE MEDIAN.
 AX2732'
 AX2732'THE STATION IS A STANDARD NGS DISK
 AX2732'STAMPED---JACKSON 1980---,
 AX2732'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AX2732'FLUSH WITH GROUND.  IT IS LOCATED
 AX2732'46 FEET NORTHWEST FROM THE CENTER OF NORTHBOUND LANE OF HIGHWAY
 AX2732'59,
 AX2732'45 FEET SOUTHEAST FROM THE CENTER OF SOUTHBOUND LANE OF HIGHWAY 59 AND
 AX2732'10 FEET NORTHEAST FROM THE EDGE OF A CUT BANK.
 AX2732'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AX2732'STAMPED---JACKSON 1980---,
 AX2732'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AX2732'
 AX2732'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 AX2732'STAMPED---JACKSON NO 1 1980---,
 AX2732'SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE NORTHBOUND
 AX2732'BRIDGE.
 AX2732'IT IS LOCATED
 AX2732'69 FEET SOUTHEAST FROM THE CENTER OF THE SOUTHBOUND LANE OF HIGHWAY
 AX2732'59,
 AX2732'18 FEET NORTHWEST FROM THE CENTER OF THE NORTHBOUND LANE OF
 AX2732'HIGHWAY 59 AND
 AX2732'5.2 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 AX2732'MARK IS LEVEL WITH STATION.
 AX2732'
 AX2732'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 AX2732'STAMPED---JACKSON NO 2 1980---,
 AX2732'SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE SOUTHBOUND
 AX2732'LANE.
 AX2732'IT IS LOCATED
 AX2732'88 FEET NORTHWEST FROM THE CENTER OF THE NORTHBOUND LANE OF HIGHWAY
 AX2732'59,
 AX2732'51.8 FEET WEST-NORTHWEST FROM A METAL WITNESS POST AND
 AX2732'19.0 FEET SOUTHEAST FROM THE CENTER OF THE SOUTHBOUND LANE OF
 AX2732'HIGHWAY 59.
 AX2732'MARK IS LEVEL WITH STATION.
 AX2732'
 AX2732'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 AX2732'STAMPED---JACKSON 1980---,
 AX2732'SET FLUSH IN A DRILL HOLE IN A CONCRETE CULVERT.
 AX2732'IT IS LOCATED
 AX2732'41 FEET SOUTHEAST FROM THE CENTER OF NORTHBOUND HIGHWAY 59,
 AX2732'11 FEET SOUTHWEST FROM THE NORTHEAST CORNER OF A CULVERT AND
 AX2732'1.6 FEET NORTH FROM A METAL WITNESS POST.
 AX2732'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ON
 AX2732'HIGHWAY 59 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AX2732'
 AX2732'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 4.5 METERS.
 AX2732
 AX2732                          STATION RECOVERY (1998)
 AX2732
 AX2732'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0843 ***********************************************************************
 GK0843  DESIGNATION -  JACKSON
 GK0843  PID         -  GK0843
 GK0843  STATE/COUNTY-  TX/HANSFORD
 GK0843  USGS QUAD   -  SPEARMAN NE (1973)
 GK0843
 GK0843                         *CURRENT SURVEY CONTROL
 GK0843  ___________________________________________________________________
 GK0843* NAD 83(1993)-  36 11 57.72238(N)    101 05 08.57952(W)     ADJUSTED  
 GK0843* NAVD 88     -       933.     (meters)    3061.     (feet)  SCALED    
 GK0843  ___________________________________________________________________
 GK0843  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 GK0843  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 GK0843
 GK0843  HORZ ORDER  -  THIRD
 GK0843
 GK0843.The horizontal coordinates were established by classical geodetic methods
 GK0843.and adjusted by the National Geodetic Survey in February 1996..
 GK0843
 GK0843.The orthometric height was scaled from a topographic map.
 GK0843
 GK0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0843
 GK0843.The geoid height was determined by GEOID03.
 GK0843
 GK0843;                    North         East     Units Scale Factor Converg.
 GK0843;SPC TX N     - 1,244,078.111   237,259.113   MT  1.00000378   +0 14 24.3
 GK0843;SPC TX N     - 4,081,612.94    778,407.61   sFT  1.00000378   +0 14 24.3
 GK0843;UTM  14      - 4,008,077.851   312,480.977   MT  1.00003327   -1 13 55.8
 GK0843
 GK0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0843!SPC TX N     -   0.99985780  x   1.00000378  =   0.99986158
 GK0843!UTM  14      -   0.99985780  x   1.00003327  =   0.99989106
 GK0843
 GK0843:                Primary Azimuth Mark                     Grid Az
 GK0843:SPC TX N     -  WAKA PERRYTON EQUITY ELEVATOR            019 48 29.5
 GK0843:UTM  14      -  WAKA PERRYTON EQUITY ELEVATOR            021 16 49.6
 GK0843
 GK0843|---------------------------------------------------------------------|
 GK0843| PID    Reference Object                     Distance      Geod. Az  |
 GK0843|                                                           dddmmss.s |
 GK0843| GK0836 WAKA PERRYTON EQUITY ELEVATOR       APPROX. 9.7 KM 0200253.8 |
 GK0843| CM8839 JACKSON RM 1                         28.614 METERS 18147     |
 GK0843| GK0368 C 515                                              2665240.6 |
 GK0843| GK0855 SPEARMAN MUNICIPAL TANK             APPROX. 9.8 KM 2692352.3 |
 GK0843| GK0856 SPEARMAN PERRYTON EQUITY ELEV       APPROX.10.1 KM 2694100.6 |
 GK0843| CM8840 JACKSON RM 2                         11.302 METERS 27627     |
 GK0843|---------------------------------------------------------------------|
 GK0843
 GK0843                          SUPERSEDED SURVEY CONTROL
 GK0843
 GK0843  NAD 83(1993)-  36 11 57.72285(N)    101 05 08.58015(W) AD(       ) 3
 GK0843  NAD 83(1986)-  36 11 57.72957(N)    101 05 08.56636(W) AD(       ) 3
 GK0843  NAD 27      -  36 11 57.61200(N)    101 05 07.00800(W) AD(       ) 3
 GK0843
 GK0843.Superseded values are not recommended for survey control.
 GK0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0843.See file dsdata.txt to determine how the superseded data were derived.
 GK0843
 GK0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1248108078(NAD 83)
 GK0843_MARKER: DS = TRIANGULATION STATION DISK
 GK0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0843_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK0843
 GK0843  HISTORY     - Date     Condition        Report By
 GK0843  HISTORY     - 1952     MONUMENTED       CGS
 GK0843  HISTORY     - 1973     SEE DESCRIPTION  USGS
 GK0843  HISTORY     - 1983     POOR             NGS
 GK0843
 GK0843                          STATION DESCRIPTION
 GK0843
 GK0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0843'THE STATION IS LOCATED ALONG THE NORTH SIDE OF STATE HIGHWAY
 GK0843'759 ON THE HANSFORD-OCHILTREE COUNTY LINE.  IT IS LOCATED
 GK0843'AIRLINE ABOUT 6 MILES EAST OF SPEARMAN AND ABOUT 3-1/2 MILES
 GK0843'SOUTH-SOUTHEAST OF STATE HIGHWAY 117.
 GK0843'
 GK0843'THE STATION IS A STANDARD DISK STAMPED JACKSON 1952 SET IN
 GK0843'TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 GK0843'IN DIAMETER AND ABOUT FLUSH WITH THE GROUND.  IT IS 50 FEET
 GK0843'NORTH OF THE CENTER LINE OF STATE HIGHWAY 759, 10 FEET SOUTHEAST
 GK0843'OF A WHITE WITNESS POST, AND 3 FEET SOUTH OF AN EAST-WEST
 GK0843'FENCE LINE.
 GK0843'
 GK0843'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JACKSON
 GK0843'NO 1 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GK0843'ABOUT 12 INCHES IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE
 GK0843'THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 GK0843'THE MARK IS 45 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 GK0843'759, 1 FOOT WEST OF THE HANSFORD-OCHILTREE COUNTY MARKER POST,
 GK0843'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 GK0843'
 GK0843'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JACKSON
 GK0843'NO 2 1952 SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GK0843'ABOUT 12 INCHES IN DIAMETER AND IS ABOUT FLUSH WITH THE GROUND.
 GK0843'IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.  THE MARK IS 52
 GK0843'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 759 AND 1 FOOT
 GK0843'SOUTH OF AN EAST-WEST FENCE LINE.
 GK0843'
 GK0843'BENCH MARK C515 IS A STANDARD BENCH MARK DISK STAMPED C515
 GK0843'1935 SET IN TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH
 GK0843'PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.  IT IS 30 FEET
 GK0843'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 759, 15 FEET WEST OF
 GK0843'THE CENTER LINE OF A DIRT FARM ROAD, AND 8 FEET NORTH OF A POWER
 GK0843'LINE POLE AND FENCE CORNER.
 GK0843'
 GK0843'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT
 GK0843'HOUSE IN SPEARMAN, GO EAST ON STATE HIGHWAY 759 FOR 5.5 MILES
 GK0843'TO A SIDE ROAD, RIGHT, AND THE AZIMUTH MARK.  CONTINUE EAST
 GK0843'ON THE HIGHWAY FOR 0.4 MILE TO THE HANSFORD-OCHILTREE COUNTY
 GK0843'LINE AND THE STATION ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.
 GK0843
 GK0843                          STATION RECOVERY (1973)
 GK0843
 GK0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 GK0843'THE TOP PORTION OF THE POST WAS BROKEN OFF AND THE TABLET
 GK0843'MISSING.
 GK0843'
 GK0843'R.M. NOS. 1 AND 2 ARE OK.  THE AZIMUTH MARK WAS SEARCHED FOR
 GK0843'BUT NOT FOUND.
 GK0843
 GK0843                          STATION RECOVERY (1983)
 GK0843
 GK0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (HM)
 GK0843'JACKSON RECOVERED POOR.
 GK0843'
 GK0843'REF. NO. 1 RECOVERED GOOD.
 GK0843'
 GK0843'REF. NO. 2 RECOVERED GOOD.
 GK0843'
 GK0843'AZM. MARK NOT RECOVERED.
 GK0843'
 GK0843'TRI. STA. JACKSON WAS DISTURBED BY FARM MACHINERY POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4614 ***********************************************************************
 AW4614  DESIGNATION -  JACKSON 2
 AW4614  PID         -  AW4614
 AW4614  STATE/COUNTY-  TX/HARRIS
 AW4614  USGS QUAD   -  CYPRESS (1995)
 AW4614
 AW4614                         *CURRENT SURVEY CONTROL
 AW4614  ___________________________________________________________________
 AW4614* NAD 83(1993)-  29 56 02.22295(N)    095 38 46.47897(W)     ADJUSTED  
 AW4614* NAVD 88     -        42.42   (+/-2cm)     139.2    (feet)  VERTCON   
 AW4614  ___________________________________________________________________
 AW4614  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW4614  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW4614
 AW4614  HORZ ORDER  -  SECOND
 AW4614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4614
 AW4614.The horizontal coordinates were established by classical geodetic methods
 AW4614.and adjusted by the National Geodetic Survey in February 1996..
 AW4614
 AW4614.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4614.The vertical order pertains to the NGVD 29 superseded value.
 AW4614
 AW4614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW4614
 AW4614.The geoid height was determined by GEOID03.
 AW4614
 AW4614;                    North         East     Units Scale Factor Converg.
 AW4614;SPC TXSC     - 4,237,450.023   923,734.484   MT  0.99991774   +1 38 35.0
 AW4614;SPC TXSC     -13,902,367.28  3,030,618.89   sFT  0.99991774   +1 38 35.0
 AW4614;UTM  15      - 3,314,411.442   244,561.113   MT  1.00040511   -1 19 16.3
 AW4614
 AW4614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW4614!SPC TXSC     -   0.99999769  x   0.99991774  =   0.99991543
 AW4614!UTM  15      -   0.99999769  x   1.00040511  =   1.00040280
 AW4614
 AW4614:                Primary Azimuth Mark                     Grid Az
 AW4614:SPC TXSC     -  JACKSON 2 AZ MK                          131 00 07.6
 AW4614:UTM  15      -  JACKSON 2 AZ MK                          133 57 58.9
 AW4614
 AW4614|---------------------------------------------------------------------|
 AW4614| PID    Reference Object                     Distance      Geod. Az  |
 AW4614|                                                           dddmmss.s |
 AW4614| AW1813 JACKSON 2 AZ MK                                    1323842.6 |
 AW4614| AW6923 JACKSON 2 1968 ECC                   12.303 METERS 21315     |
 AW4614| AW1814 JACKSON                              48.198 METERS 22009     |
 AW4614| CV7289 JACKSON 2 RM 3                       24.757 METERS 31116     |
 AW4614|---------------------------------------------------------------------|
 AW4614
 AW4614                          SUPERSEDED SURVEY CONTROL
 AW4614
 AW4614  NAD 83(1986)-  29 56 02.23780(N)    095 38 46.46093(W) AD(       ) 2
 AW4614  NAD 27      -  29 56 01.43189(N)    095 38 45.66014(W) AD(       ) 2
 AW4614  NGVD 29 (??/??/92)   42.412  (m)          139.15   (f) ADJ UNCH    2 0
 AW4614
 AW4614.Superseded values are not recommended for survey control.
 AW4614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4614.See file dsdata.txt to determine how the superseded data were derived.
 AW4614
 AW4614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4456114411(NAD 83)
 AW4614_MARKER: DS = TRIANGULATION STATION DISK
 AW4614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4614_SP_SET: CONCRETE POST
 AW4614_STAMPING: JACKSON 2 1968
 AW4614_MARK LOGO: CGS   
 AW4614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4614+STABILITY: SURFACE MOTION
 AW4614
 AW4614  HISTORY     - Date     Condition        Report By
 AW4614  HISTORY     - 1968     MONUMENTED       CGS
 AW4614  HISTORY     - 1973     GOOD             NGS
 AW4614  HISTORY     - 1990     GOOD             USPSQD
 AW4614
 AW4614                          STATION DESCRIPTION
 AW4614
 AW4614'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW4614'JACKSON 1952 1968 IS A TRAVERSE DISTANCE.
 AW4614'
 AW4614'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF TOMBALL, 5 MILES
 AW4614'NORTHWEST OF JERSEY VILLAGE AND 4-1/2 MILES SOUTHEAST OF CYPRESS.
 AW4614'
 AW4614'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND FARM
 AW4614'ROAD 1960, GO NORTHWEST ON U.S. HIGHWAY 290 FOR 1.6 MILES TO THE
 AW4614'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.45 MILE TO THE
 AW4614'STATION ON THE LEFT.
 AW4614'
 AW4614'THE STATION MARK IS A STANDARD DISK STAMPED JACKSON 2 1968, SET IN
 AW4614'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1
 AW4614'INCH.  IT IS 183 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE
 AW4614'CULVERT HEADWALL, 131 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 AW4614'NORTHWEST BOUND LANES OF THE HIGHWAY AND 117 FEET NORTH-NORTHEAST
 AW4614'OF THE CENTER OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY.
 AW4614'
 AW4614'REFERENCE MARK 3 IS A STANDARD DISK STAMPED JACKSON 2 NO 3 1968,
 AW4614'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 AW4614'1 INCH UNDERGROUND.  IT IS 133 FEET SOUTH-SOUTHWEST OF THE CENTER
 AW4614'OF THE NORTHWEST BOUND LANES OF U.S. HIGHWAY 290, 123 FEET
 AW4614'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE CULVERT
 AW4614'HEADWALL AND 121 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 AW4614'SOUTHEAST BOUND LANES OF U.S. HIGHWAY 290.
 AW4614'
 AW4614'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JACKSON 2 1968,
 AW4614'CEMENTED IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE CULVERT
 AW4614'HEADWALL.  IT IS 55 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 AW4614'TRACKS, 49 FEET WEST OF A POWER LINE POLE AND 40 FEET SOUTH OF THE
 AW4614'CENTER OF THE SOUTHEAST BOUND LANES OF U.S. HIGHWAY 290.
 AW4614'
 AW4614'FROM THIS POINT THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF
 AW4614'THE HIGHWAY NEAR THE RAILROAD TRACKS.
 AW4614'
 AW4614'THE STATION IS ON ROAD RIGHT OF WAY.
 AW4614'
 AW4614'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 AW4614
 AW4614                          STATION RECOVERY (1973)
 AW4614
 AW4614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4614'3.9 MI SE FROM CYPRESS.
 AW4614'ABOUT 3.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE
 AW4614'AT CYPRESS, 183 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE
 AW4614'HEADWALL OF A CULVERT, 131 FEET SOUTH -SOUTHWEST OF THE CENTER OF THE
 AW4614'NORTHWEST BOUND LANES OF THE HIGHWAY, 117 FEET NORTHEAST OF THE
 AW4614'CENTER OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 158.13 FEET
 AW4614'NORTHEAST OF JACKSON RESET, 81.23 FEET SOUTHEAST OF RM 3 (NO ELEV)
 AW4614'AND ABOUT 0.45 MILE NORTHWEST OF JACKSON 2 AZ MK.
 AW4614
 AW4614                          STATION RECOVERY (1990)
 AW4614
 AW4614'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW4614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1813 ***********************************************************************
 AW1813  DESIGNATION -  JACKSON 2 AZ MK
 AW1813  PID         -  AW1813
 AW1813  STATE/COUNTY-  TX/HARRIS
 AW1813  USGS QUAD   -  CYPRESS (1995)
 AW1813
 AW1813                         *CURRENT SURVEY CONTROL
 AW1813  ___________________________________________________________________
 AW1813* NAD 83(1986)-  29 55 46.     (N)    095 38 27.     (W)     SCALED    
 AW1813* NAVD 88     -        41.796  (meters)     137.13   (feet)  ADJUSTED  
 AW1813  ___________________________________________________________________
 AW1813  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW1813  DYNAMIC HT  -          41.739 (meters)     136.94  (feet)  COMP
 AW1813  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 AW1813  OBS GRAVITY -     979,288.1   (mgal)                       GRAV_OBS
 AW1813
 AW1813  VERT ORDER  -  FIRST     CLASS II
 AW1813
 AW1813.The horizontal coordinates were scaled from a topographic map and have
 AW1813.an estimated accuracy of +/- 6 seconds.
 AW1813
 AW1813.The orthometric height was determined by differential leveling
 AW1813.and adjusted by the National Geodetic Survey in June 1991..
 AW1813
 AW1813.The geoid height was determined by GEOID03.
 AW1813
 AW1813.The dynamic height is computed by dividing the NAVD 88
 AW1813.geopotential number by the normal gravity value computed on the
 AW1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1813.degrees latitude (g = 980.6199 gals.).
 AW1813
 AW1813.The modeled gravity was interpolated from observed gravity values.
 AW1813.The observed gravity was obtained from relative gravimeter ties
 AW1813.to the IGSN71 gravity network.
 AW1813
 AW1813;                    North         East    Units  Estimated Accuracy
 AW1813;SPC TXSC     - 4,236,970.      924,270.      MT  (+/- 180 meters Scaled)
 AW1813
 AW1813                          SUPERSEDED SURVEY CONTROL
 AW1813
 AW1813  NGVD 29 (12/23/87)   41.789  (m)          137.10   (f) ADJUSTED    1 2
 AW1813
 AW1813.Superseded values are not recommended for survey control.
 AW1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1813.See file dsdata.txt to determine how the superseded data were derived.
 AW1813
 AW1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP450139(NAD 83)
 AW1813_MARKER: DZ = AZIMUTH MARK DISK
 AW1813_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1813_SP_SET: HEADWALL
 AW1813_STAMPING: JACKSON 2 1968
 AW1813_MARK LOGO: CGS   
 AW1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1813+STABILITY: SURFACE MOTION
 AW1813
 AW1813  HISTORY     - Date     Condition        Report By
 AW1813  HISTORY     - 1968     MONUMENTED       CGS
 AW1813  HISTORY     - 1973     GOOD             NGS
 AW1813  HISTORY     - 1978     GOOD             NGS
 AW1813  HISTORY     - 1986     GOOD             NGS
 AW1813  HISTORY     - 1990     GOOD             USPSQD
 AW1813
 AW1813                          STATION DESCRIPTION
 AW1813
 AW1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1813'4.5 MI SE FROM CYPRESS.
 AW1813'ABOUT 4.5 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1813'CYPRESS, 40 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 AW1813'LANE OF THE HIGHWAY, 54.7 FEET NORTH EAST OF THE NORTHEAST RAIL OF THE
 AW1813'SOUTHERN PACIFIC RAILROAD, 16 FEET NORTHWEST OF THE CENTER LINE OF A
 AW1813'ROAD WHICH CROSSES THE RAILROAD, SET IN THE TOP OF THE SOUTHWEST END
 AW1813'OF THE NORTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, AND 1
 AW1813'1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 AW1813
 AW1813                          STATION RECOVERY (1978)
 AW1813
 AW1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1813'RECOVERED IN GOOD CONDITION.
 AW1813
 AW1813                          STATION RECOVERY (1986)
 AW1813
 AW1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1813'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.9 KM (4.3 MI)
 AW1813'SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 AW1813'SPRING-CYPRESS ROAD IN CYPRESS, THENCE 0.5 KM (0.3 MI) SOUTHEASTERLY
 AW1813'ALONG THE SOUTHERN PACIFIC RAILROAD.
 AW1813
 AW1813                          STATION RECOVERY (1990)
 AW1813
 AW1813'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4615 ***********************************************************************
 AW4615  DESIGNATION -  JACKSON AZ
 AW4615  PID         -  AW4615
 AW4615  STATE/COUNTY-  TX/HARRIS
 AW4615  USGS QUAD   -  CYPRESS (1995)
 AW4615
 AW4615                         *CURRENT SURVEY CONTROL
 AW4615  ___________________________________________________________________
 AW4615* NAD 83(1986)-  29 56 16.     (N)    095 39 07.     (W)     SCALED    
 AW4615* NAVD 88     -        43.12   (+/-2cm)     141.5    (feet)  VERTCON   
 AW4615  ___________________________________________________________________
 AW4615  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW4615
 AW4615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4615
 AW4615.The horizontal coordinates were scaled from a topographic map and have
 AW4615.an estimated accuracy of +/- 6 seconds.
 AW4615
 AW4615.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4615.The vertical order pertains to the NGVD 29 superseded value.
 AW4615
 AW4615.The geoid height was determined by GEOID03.
 AW4615
 AW4615;                    North         East    Units  Estimated Accuracy
 AW4615;SPC TXSC     - 4,237,860.      923,170.      MT  (+/- 180 meters Scaled)
 AW4615
 AW4615                          SUPERSEDED SURVEY CONTROL
 AW4615
 AW4615  NGVD 29 (??/??/92)   43.115  (m)          141.45   (f) ADJ UNCH    2 0
 AW4615
 AW4615.Superseded values are not recommended for survey control.
 AW4615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4615.See file dsdata.txt to determine how the superseded data were derived.
 AW4615
 AW4615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP440148(NAD 83)
 AW4615_MARKER: DZ = AZIMUTH MARK DISK
 AW4615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4615_SP_SET: CULVERT
 AW4615_STAMPING: JACKSON 1952
 AW4615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4615
 AW4615  HISTORY     - Date     Condition        Report By
 AW4615  HISTORY     - 1952     MONUMENTED       CGS
 AW4615  HISTORY     - 1954     GOOD             NGS
 AW4615  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4615
 AW4615                          STATION DESCRIPTION
 AW4615
 AW4615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4615'3.55 MI SE FROM CYPRESS.
 AW4615'3.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4615'CYPRESS, 0.1 MILE SOUTHEAST OF THE CYPRESS AND FAIRBANKS HIGH SCHOOL,
 AW4615'41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTHEAST
 AW4615'OF A FENCE CORNER, 0.45 MILE NORTHWEST OF TRIANGULATION STATION
 AW4615'JACKSON 1952, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 AW4615'HEADWALL OF A CONCRETE CULVERT.
 AW4615
 AW4615                          STATION RECOVERY (1973)
 AW4615
 AW4615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2735 ***********************************************************************
 AX2735  DESIGNATION -  JACKSON AZ MK
 AX2735  PID         -  AX2735
 AX2735  STATE/COUNTY-  TX/JACKSON
 AX2735  USGS QUAD   -  GANADO (1981)
 AX2735
 AX2735                         *CURRENT SURVEY CONTROL
 AX2735  ___________________________________________________________________
 AX2735* NAD 83(1993)-  29 00 26.17422(N)    096 35 19.41249(W)     ADJUSTED  
 AX2735* NAVD 88     -        18.65   (+/-2cm)      61.2    (feet)  VERTCON   
 AX2735  ___________________________________________________________________
 AX2735  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AX2735  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2735
 AX2735  HORZ ORDER  -  SECOND
 AX2735  VERT ORDER  -  THIRD ? (See Below)
 AX2735
 AX2735.The horizontal coordinates were established by classical geodetic methods
 AX2735.and adjusted by the National Geodetic Survey in February 1996..
 AX2735
 AX2735.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2735.The vertical order pertains to the NGVD 29 superseded value.
 AX2735
 AX2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2735
 AX2735.The geoid height was determined by GEOID03.
 AX2735
 AX2735;                    North         East     Units Scale Factor Converg.
 AX2735;SPC TXSC     - 4,132,525.547   834,890.536   MT  0.99987948   +1 10 52.7
 AX2735;SPC TXSC     -13,558,127.57  2,739,136.70   sFT  0.99987948   +1 10 52.7
 AX2735;UTM  14      - 3,211,188.712   734,878.510   MT  1.00028083   +1 10 11.3
 AX2735
 AX2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2735!SPC TXSC     -   1.00000136  x   0.99987948  =   0.99988084
 AX2735!UTM  14      -   1.00000136  x   1.00028083  =   1.00028219
 AX2735
 AX2735                          SUPERSEDED SURVEY CONTROL
 AX2735
 AX2735  NAD 83(1986)-  29 00 26.18816(N)    096 35 19.39911(W) AD(       ) 2
 AX2735  NAD 27      -  29 00 25.25055(N)    096 35 18.48948(W) AD(       ) 2
 AX2735  NGVD 29 (07/19/86)   18.66   (m)           61.2    (f) LEVELING    3  
 AX2735
 AX2735.Superseded values are not recommended for survey control.
 AX2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2735.See file dsdata.txt to determine how the superseded data were derived.
 AX2735
 AX2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3487911189(NAD 83)
 AX2735_MARKER: DZ = AZIMUTH MARK DISK
 AX2735_SETTING: 0 = UNSPECIFIED SETTING
 AX2735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2735
 AX2735  HISTORY     - Date     Condition        Report By
 AX2735  HISTORY     - 1980     MONUMENTED       NGS
 AX2735  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX2735
 AX2735                          STATION DESCRIPTION
 AX2735
 AX2735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2735'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF GANADO,
 AX2735'3-1/2 MILES NORTHEAST OF EDNA, 1 MILE NORTHWEST OF THE JACKSON
 AX2735'COUNTY AIRPORT AND WITHIN THE RIGHT-OF-WAY OF U.S. HIGHWAY 59.
 AX2735'MR. W.F. MOEHLMAN, SUPERVISOR RESIDENT ENGINEER OF THE TEXAS
 AX2735'HIGHWAY DEPARTMENT IN VICTORIA, GAVE PERMISSION.
 AX2735'HIS PHONE NUMBER IS 512-573-9251.
 AX2735'
 AX2735'TO REACH THE STATION FROM THE OVERPASS OF U.S. HIGHWAY 59 OVER
 AX2735'STATE HIGHWAY 111 IN EDNA, GO NORTHERLY ON HIGHWAY 59 FOR 3.4
 AX2735'MILES TO THE OVERPASS OVER FARM ROAD 530 AND STATION JACKSON ON
 AX2735'THE LEFT.  CONTINUE NORTHERLY ON HIGHWAY 59 FOR 0.65 MILE TO THE
 AX2735'STATION ON THE RIGHT IN A CULVERT.
 AX2735'
 AX2735'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AX2735'STAMPED---JACKSON 1980---, CEMENTED IN A DRILL HOLE
 AX2735'IN A CONCRETE CULVERT.
 AX2735'IT IS LOCATED
 AX2735'41 FEET SOUTHEAST FROM THE CENTER OF THE NORTHBOUND LANE OF
 AX2735'HIGHWAY 59,
 AX2735'11 FEET SOUTHWEST FROM THE NORTHEAST CORNER OF A CULVERT AND
 AX2735'1.6 FEET NORTH FROM A METAL WITNESS POST.
 AX2735'
 AX2735'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 AX2735'MARKS WERE SET AT THIS TIME.
 AX2735'
 AX2735'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 AX2735'
 AX2735'THIS STATION WAS NOT OCCUPIED AT THIS TIME.
 AX2735'
 AX2735'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AX2735'JACKSON USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 AX2735
 AX2735                          STATION RECOVERY (1998)
 AX2735
 AX2735'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5274 ***********************************************************************
 AH5274  DESIGNATION -  JACKSON ET
 AH5274  PID         -  AH5274
 AH5274  STATE/COUNTY-  TX/ERATH
 AH5274  USGS QUAD   -  PALUXY (1979)
 AH5274
 AH5274                         *CURRENT SURVEY CONTROL
 AH5274  ___________________________________________________________________
 AH5274* NAD 83(1993)-  32 15 30.49479(N)    097 59 26.42660(W)     ADJUSTED  
 AH5274* NAVD 88     -       322.5    (meters)    1058.     (feet)  VERTCON   
 AH5274  ___________________________________________________________________
 AH5274  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AH5274  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AH5274
 AH5274  HORZ ORDER  -  THIRD
 AH5274
 AH5274.The horizontal coordinates were established by classical geodetic methods
 AH5274.and adjusted by the National Geodetic Survey in July 1998..
 AH5274
 AH5274.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5274
 AH5274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5274
 AH5274.The geoid height was determined by GEOID03.
 AH5274
 AH5274;                    North         East     Units Scale Factor Converg.
 AH5274;SPC TXNC     - 2,065,742.897   647,990.568   MT  0.99996769   +0 16 40.0
 AH5274;SPC TXNC     - 6,777,358.15  2,125,949.06   sFT  0.99996769   +0 16 40.0
 AH5274;UTM  14      - 3,569,532.784   595,069.946   MT  0.99971146   +0 32 19.5
 AH5274
 AH5274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5274!SPC TXNC     -   0.99995376  x   0.99996769  =   0.99992145
 AH5274!UTM  14      -   0.99995376  x   0.99971146  =   0.99966523
 AH5274
 AH5274                          SUPERSEDED SURVEY CONTROL
 AH5274
 AH5274  NGVD 29 (07/28/98)  322.4    (m)         1058.     (f) VERT ANG       
 AH5274
 AH5274.Superseded values are not recommended for survey control.
 AH5274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5274.See file dsdata.txt to determine how the superseded data were derived.
 AH5274
 AH5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA9507069533(NAD 83)
 AH5274_MARKER: DS = TRIANGULATION STATION DISK
 AH5274_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5274_PROJECTION: FLUSH
 AH5274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5274+STABILITY: SURFACE MOTION
 AH5274
 AH5274  HISTORY     - Date     Condition        Report By
 AH5274  HISTORY     - 1959     MONUMENTED       USGS
 AH5274
 AH5274                          STATION DESCRIPTION
 AH5274
 AH5274'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH5274'STATION IS LOCATED IN ERATH COUNTY, TEXAS, ABOUT 10 MI. SSW. OF TOLAR,
 AH5274'6 MI. SSE. OF BLUFFDALE, 5 MI. W. OF PALUXY ON THE HIGHEST POINT OF A
 AH5274'HILL CLEARED OF TIMBER ON RANCH PROPERTY OWNED BY MRS. SALLY JACKSON.
 AH5274'TO REACH STATION FROM THE POST OFFICE AND STORE IN PALUXY, GO W. FOR
 AH5274'0.2 MI. TO FARM ROAD 201, TURN LEFT AND GO SW. FOR 0.5 MI. TO DIRT
 AH5274'RD., TURN RIGHT AND GO W. FOR 0.1 MI. TO Y-JUNCTION, TAKE RIGHT RD.
 AH5274'AND CONTINUE W. FOR 3.5 MI. TO RD. JUNCTION JUST AFTER CROSSING
 AH5274'SYCAMORE CREEK, TURN LEFT AND CONTINUE W. FOR 1.1 MI. TO GATE LEFT (IF
 AH5274'GATE IS LOCKED SEE MRS. JACKSON AT RANCH HOUSE 0.8 MI. E. FROM GATE
 AH5274'ALONG RD. JUST TRAVELED), GO THROUGH GATE AND GO S. FOR 0.5 MI. TO
 AH5274'Y-JUNCTION, KEEP RIGHT AND CONTINUE S. FOR 0.5 MI. TO DIM RD. RIGHT,
 AH5274'TURN AND GO W. FOLLOWING TRACK RD. UP DRAIN FOR 0.5 MI., TURN LEFT AND
 AH5274'GO S., LEAVING RD., UP N. SIDE OF HILL FOR 0.2 MI. AND STATION.
 AH5274'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.4 FT.
 AH5274'AND STAMPED---JACKSON-ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2637 ***********************************************************************
 BY2637  DESIGNATION -  JACKSON HILL LOOKOUT TOWER
 BY2637  PID         -  BY2637
 BY2637  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2637  USGS QUAD   -  BROADDUS (1984)
 BY2637
 BY2637                         *CURRENT SURVEY CONTROL
 BY2637  ___________________________________________________________________
 BY2637* NAD 83(1993)-  31 18 21.79341(N)    094 17 31.44429(W)     ADJUSTED  
 BY2637* NAVD 88     -                                                        
 BY2637  ___________________________________________________________________
 BY2637  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BY2637  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BY2637
 BY2637  HORZ ORDER  -  THIRD
 BY2637
 BY2637.The horizontal coordinates were established by classical geodetic methods
 BY2637.and adjusted by the National Geodetic Survey in February 1996..
 BY2637
 BY2637
 BY2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2637
 BY2637.The geoid height was determined by GEOID03.
 BY2637
 BY2637;                    North         East     Units Scale Factor Converg.
 BY2637;SPC TX C     - 3,197,346.728 1,274,773.135   MT  0.99989583   +3 06 41.8
 BY2637;SPC TX C     -10,489,961.72  4,182,318.19   sFT  0.99989583   +3 06 41.8
 BY2637;UTM  15      - 3,464,241.642   377,042.246   MT  0.99978648   -0 40 17.2
 BY2637
 BY2637                          SUPERSEDED SURVEY CONTROL
 BY2637
 BY2637  NAD 83(1986)-  31 18 21.80350(N)    094 17 31.43603(W) AD(       ) 4
 BY2637  NAD 27      -  31 18 21.12800(N)    094 17 30.71800(W) AD(       ) 3
 BY2637
 BY2637.Superseded values are not recommended for survey control.
 BY2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2637.See file dsdata.txt to determine how the superseded data were derived.
 BY2637
 BY2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ7704264242(NAD 83)
 BY2637_MARKER: 57 = LOOKOUT TOWER
 BY2637
 BY2637  HISTORY     - Date     Condition        Report By
 BY2637  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2637
 BY2637                          STATION DESCRIPTION
 BY2637
 BY2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2637'THE STATION IS LOCATED ON THE SUMMIT OF A TIMBER COVERED
 BY2637'HILL IN THE ANGELINA NATIONAL FOREST RESERVE AND IS ABOUT
 BY2637'2 MILES WEST OF THE VILLAGE OF BROADDUS.  IT IS A FOUR LEGGED
 BY2637'STEEL STRUCTURE WITH A GLASS ENCLOSED CAB MOUNTED ON TOP
 BY2637'AND ITS OVER-ALL HEIGHT IS ABOUT 110 FEET.  THE POINT OBSERVED
 BY2637'UPON WAS THE PEAK OF THE CAB ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4830 ***********************************************************************
 AW4830  DESIGNATION -  JACKSON RESET
 AW4830  PID         -  AW4830
 AW4830  STATE/COUNTY-  TX/HARRIS
 AW4830  USGS QUAD   -  CYPRESS (1995)
 AW4830
 AW4830                         *CURRENT SURVEY CONTROL
 AW4830  ___________________________________________________________________
 AW4830* NAD 83(1986)-  29 55 57.     (N)    095 38 43.     (W)     SCALED    
 AW4830* NAVD 88     -        41.877  (meters)     137.39   (feet)  ADJUSTED  
 AW4830  ___________________________________________________________________
 AW4830  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW4830  DYNAMIC HT  -          41.820 (meters)     137.20  (feet)  COMP
 AW4830  MODELED GRAV-     979,287.6   (mgal)                       NAVD 88
 AW4830
 AW4830  VERT ORDER  -  FIRST     CLASS II
 AW4830
 AW4830.The horizontal coordinates were scaled from a topographic map and have
 AW4830.an estimated accuracy of +/- 6 seconds.
 AW4830
 AW4830.The orthometric height was determined by differential leveling
 AW4830.and adjusted by the National Geodetic Survey in June 1991..
 AW4830
 AW4830.The geoid height was determined by GEOID03.
 AW4830
 AW4830.The dynamic height is computed by dividing the NAVD 88
 AW4830.geopotential number by the normal gravity value computed on the
 AW4830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4830.degrees latitude (g = 980.6199 gals.).
 AW4830
 AW4830.The modeled gravity was interpolated from observed gravity values.
 AW4830
 AW4830;                    North         East    Units  Estimated Accuracy
 AW4830;SPC TXSC     - 4,237,290.      923,830.      MT  (+/- 180 meters Scaled)
 AW4830
 AW4830                          SUPERSEDED SURVEY CONTROL
 AW4830
 AW4830  NGVD 29 (??/??/??)   41.870  (m)          137.37   (f) ADJUSTED    1 2
 AW4830
 AW4830.Superseded values are not recommended for survey control.
 AW4830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4830.See file dsdata.txt to determine how the superseded data were derived.
 AW4830
 AW4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP446142(NAD 83)
 AW4830_MARKER: DS = TRIANGULATION STATION DISK
 AW4830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4830_SP_SET: CONCRETE POST
 AW4830_STAMPING: JACKSON 1952 1968
 AW4830_MARK LOGO: CGS   
 AW4830_PROJECTION: FLUSH
 AW4830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4830+STABILITY: SURFACE MOTION
 AW4830
 AW4830  HISTORY     - Date     Condition        Report By
 AW4830  HISTORY     - 1968     MONUMENTED       CGS
 AW4830  HISTORY     - 1973     GOOD             NGS
 AW4830  HISTORY     - 1978     GOOD             NGS
 AW4830  HISTORY     - 1986     GOOD             NGS
 AW4830
 AW4830                          STATION DESCRIPTION
 AW4830
 AW4830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4830'3.9 MI SE FROM CYPRESS.
 AW4830'ABOUT 3.9 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW4830'CYPRESS, 1 1/2 POLES NORTHWEST OF UNIPOST 22, 41 FEET SOUTHWEST OF THE
 AW4830'CENTER LINE OF THE SOUTHWEST LANE OF THE HIGHWAY, 54 FEET NORTHEAST OF
 AW4830'THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 154.4 FEET
 AW4830'SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE HEADWALL OF A CULVERT,
 AW4830'0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 AW4830'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AW4830'GROUND.
 AW4830
 AW4830                          STATION RECOVERY (1978)
 AW4830
 AW4830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW4830'RECOVERED IN GOOD CONDITION.  OMIT=3.9 MILES SOUTHEAST ALONG U.S.
 AW4830'HIGHWAY 290 FROM THE POST OFFICE AT CYPRESS.  ADD=4.1 MILES SOUTHEAST
 AW4830'ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH CYPRESS SPRING ROAD IN
 AW4830'CYPRESS.
 AW4830
 AW4830                          STATION RECOVERY (1986)
 AW4830
 AW4830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4830'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.5 KM (4.05
 AW4830'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 AW4830'SPRING-CYPRESS ROAD IN CYPRESS, 16.4 M (53.8 FT) NORTHEAST OF THE NEAR
 AW4830'RAIL OF THE SOUTHERN PACIFIC RAILROAD, 12.5 M (41.0 FT) SOUTHEAST OF
 AW4830'THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, AND 3.5 M
 AW4830'(11.5 FT) EAST-NORTHEAST OF A UTILITY POLE.
 AW4830'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST
 AW4830'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4613 ***********************************************************************
 AW4613  DESIGNATION -  JACKSON RM 1
 AW4613  PID         -  AW4613
 AW4613  STATE/COUNTY-  TX/HARRIS
 AW4613  USGS QUAD   -  CYPRESS (1995)
 AW4613
 AW4613                         *CURRENT SURVEY CONTROL
 AW4613  ___________________________________________________________________
 AW4613* NAD 83(1986)-  29 56 01.     (N)    095 38 47.     (W)     SCALED    
 AW4613* NAVD 88     -        42.54   (+/-2cm)     139.6    (feet)  VERTCON   
 AW4613  ___________________________________________________________________
 AW4613  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW4613
 AW4613  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4613
 AW4613.The horizontal coordinates were scaled from a topographic map and have
 AW4613.an estimated accuracy of +/- 6 seconds.
 AW4613
 AW4613.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4613.The vertical order pertains to the NGVD 29 superseded value.
 AW4613
 AW4613.The geoid height was determined by GEOID03.
 AW4613
 AW4613;                    North         East    Units  Estimated Accuracy
 AW4613;SPC TXSC     - 4,237,410.      923,720.      MT  (+/- 180 meters Scaled)
 AW4613
 AW4613                          SUPERSEDED SURVEY CONTROL
 AW4613
 AW4613  NGVD 29 (??/??/92)   42.532  (m)          139.54   (f) ADJ UNCH    2 0
 AW4613
 AW4613.Superseded values are not recommended for survey control.
 AW4613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4613.See file dsdata.txt to determine how the superseded data were derived.
 AW4613
 AW4613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP445143(NAD 83)
 AW4613_MARKER: DR = REFERENCE MARK DISK
 AW4613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4613_STAMPING: JACKSON NO 1 1952
 AW4613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4613+STABILITY: SURFACE MOTION
 AW4613
 AW4613  HISTORY     - Date     Condition        Report By
 AW4613  HISTORY     - 1952     MONUMENTED       CGS
 AW4613  HISTORY     - 1954     GOOD             NGS
 AW4613  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4613
 AW4613                          STATION DESCRIPTION
 AW4613
 AW4613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4613'4.0 MI SE FROM CYPRESS.
 AW4613'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 AW4613'CYPRESS, 1 POLE NORTHWEST OF TEXAS AND NEW ORLEANS RAILROAD MILEPOST
 AW4613'22, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 49 FEET
 AW4613'NORTHEAST OF THE NORTHEAST RAIL, 26.5 FEET SOUTHEAST OF TRIANGULATION
 AW4613'STATION JACKSON 1952, 2 FEET NORTHWEST OF A TELEPHONE POLE, SET IN THE
 AW4613'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AW4613
 AW4613                          STATION RECOVERY (1973)
 AW4613
 AW4613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1815 ***********************************************************************
 AW1815  DESIGNATION -  JACKSON RM 2
 AW1815  PID         -  AW1815
 AW1815  STATE/COUNTY-  TX/HARRIS
 AW1815  USGS QUAD   -  CYPRESS (1995)
 AW1815
 AW1815                         *CURRENT SURVEY CONTROL
 AW1815  ___________________________________________________________________
 AW1815* NAD 83(1986)-  29 55 57.     (N)    095 38 43.     (W)     SCALED    
 AW1815* NAVD 88     -        42.135  (meters)     138.24   (feet)  ADJUSTED  
 AW1815  ___________________________________________________________________
 AW1815  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AW1815  DYNAMIC HT  -          42.078 (meters)     138.05  (feet)  COMP
 AW1815  MODELED GRAV-     979,287.6   (mgal)                       NAVD 88
 AW1815
 AW1815  VERT ORDER  -  FIRST     CLASS II
 AW1815
 AW1815.The horizontal coordinates were scaled from a topographic map and have
 AW1815.an estimated accuracy of +/- 6 seconds.
 AW1815
 AW1815.The orthometric height was determined by differential leveling
 AW1815.and adjusted by the National Geodetic Survey in June 1991..
 AW1815
 AW1815.The geoid height was determined by GEOID03.
 AW1815
 AW1815.The dynamic height is computed by dividing the NAVD 88
 AW1815.geopotential number by the normal gravity value computed on the
 AW1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1815.degrees latitude (g = 980.6199 gals.).
 AW1815
 AW1815.The modeled gravity was interpolated from observed gravity values.
 AW1815
 AW1815;                    North         East    Units  Estimated Accuracy
 AW1815;SPC TXSC     - 4,237,290.      923,830.      MT  (+/- 180 meters Scaled)
 AW1815
 AW1815                          SUPERSEDED SURVEY CONTROL
 AW1815
 AW1815  NGVD 29 (12/23/87)   42.128  (m)          138.21   (f) ADJUSTED    1 2
 AW1815
 AW1815.Superseded values are not recommended for survey control.
 AW1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1815.See file dsdata.txt to determine how the superseded data were derived.
 AW1815
 AW1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP446142(NAD 83)
 AW1815_MARKER: DR = REFERENCE MARK DISK
 AW1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1815_SP_SET: CONCRETE POST
 AW1815_STAMPING: JACKSON NO 2 1952
 AW1815_MARK LOGO: CGS   
 AW1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1815+STABILITY: SURFACE MOTION
 AW1815
 AW1815  HISTORY     - Date     Condition        Report By
 AW1815  HISTORY     - 1952     MONUMENTED       CGS
 AW1815  HISTORY     - 1973     GOOD             NGS
 AW1815  HISTORY     - 1978     GOOD             NGS
 AW1815  HISTORY     - 1986     GOOD             NGS
 AW1815  HISTORY     - 1990     GOOD             USPSQD
 AW1815
 AW1815                          STATION DESCRIPTION
 AW1815
 AW1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1815'3.9 MI SE FROM CYPRESS.
 AW1815'ABOUT 3.9 MILES SOUTHEAST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1815'CYPRESS, 83.8 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANE
 AW1815'OF THE HIGHWAY, 42.8 FEET SOUTHWEST OF JACKSON 1952 1968, 11 FEET
 AW1815'NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 1
 AW1815'FOOT NORTHWEST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF
 AW1815'THE RAILS, AND SET IN THE TOP OF THE CONCRETE POST FLUSH WITH THE
 AW1815'GROUND.
 AW1815
 AW1815                          STATION RECOVERY (1978)
 AW1815
 AW1815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1815'RECOVERED IN GOOD CONDITION.
 AW1815
 AW1815                          STATION RECOVERY (1986)
 AW1815
 AW1815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1815'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.5 KM (4.05
 AW1815'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS INTERSECTION WITH
 AW1815'SPRING-CYPRESS ROAD IN CYPRESS.
 AW1815
 AW1815                          STATION RECOVERY (1990)
 AW1815
 AW1815'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW1815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2725 ***********************************************************************
 BY2725  DESIGNATION -  JACKSONVILLE BAP UNIV CUPOLA
 BY2725  PID         -  BY2725
 BY2725  STATE/COUNTY-  TX/CHEROKEE
 BY2725  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2725
 BY2725                         *CURRENT SURVEY CONTROL
 BY2725  ___________________________________________________________________
 BY2725* NAD 83(1993)-  31 57 56.97806(N)    095 16 51.53904(W)     ADJUSTED  
 BY2725* NAVD 88     -                                                        
 BY2725  ___________________________________________________________________
 BY2725  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BY2725  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY2725
 BY2725  HORZ ORDER  -  THIRD
 BY2725
 BY2725.The horizontal coordinates were established by classical geodetic methods
 BY2725.and adjusted by the National Geodetic Survey in February 1996..
 BY2725
 BY2725
 BY2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2725
 BY2725.The geoid height was determined by GEOID03.
 BY2725
 BY2725;                    North         East     Units Scale Factor Converg.
 BY2725;SPC TX C     - 3,265,731.740 1,177,436.333   MT  1.00002320   +2 36 08.1
 BY2725;SPC TX C     -10,714,321.55  3,862,972.37   sFT  1.00002320   +2 36 08.1
 BY2725;SPC TXNC     - 2,037,837.254   904,255.567   MT  1.00005060   +1 45 20.3
 BY2725;SPC TXNC     - 6,685,804.39  2,966,711.81   sFT  1.00005060   +1 45 20.3
 BY2725;UTM  15      - 3,538,920.213   284,443.875   MT  1.00017306   -1 12 29.0
 BY2725
 BY2725                          SUPERSEDED SURVEY CONTROL
 BY2725
 BY2725  NAD 83(1986)-  31 57 56.98772(N)    095 16 51.52461(W) AD(       ) 4
 BY2725  NAD 27      -  31 57 56.38700(N)    095 16 50.70800(W) AD(       ) 3
 BY2725
 BY2725.Superseded values are not recommended for survey control.
 BY2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2725.See file dsdata.txt to determine how the superseded data were derived.
 BY2725
 BY2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR8444438920(NAD 83)
 BY2725_MARKER: 86 = CUPOLA
 BY2725
 BY2725  HISTORY     - Date     Condition        Report By
 BY2725  HISTORY     - 1919     FIRST OBSERVED   CGS
 BY2725  HISTORY     - 1935     GOOD             CGS
 BY2725  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2725  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY2725
 BY2725                          STATION DESCRIPTION
 BY2725
 BY2725'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2725'THIS CUPOLA IS STILL STANDING SINCE 1919, UNCHANGED.
 BY2725
 BY2725                          STATION RECOVERY (1996)
 BY2725
 BY2725'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2725'MARK NOT FOUND.
 BY2725
 BY2725                          STATION RECOVERY (2004)
 BY2725
 BY2725'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2729 ***********************************************************************
 BY2729  DESIGNATION -  JACKSONVILLE FIRST NAT BANK FS
 BY2729  PID         -  BY2729
 BY2729  STATE/COUNTY-  TX/CHEROKEE
 BY2729  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2729
 BY2729                         *CURRENT SURVEY CONTROL
 BY2729  ___________________________________________________________________
 BY2729* NAD 83(1993)-  31 57 48.90520(N)    095 16 21.76448(W)     ADJUSTED  
 BY2729* NAVD 88     -                                                        
 BY2729  ___________________________________________________________________
 BY2729  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BY2729  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2729
 BY2729  HORZ ORDER  -  THIRD
 BY2729
 BY2729.The horizontal coordinates were established by classical geodetic methods
 BY2729.and adjusted by the National Geodetic Survey in February 1996..
 BY2729
 BY2729
 BY2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2729
 BY2729.The geoid height was determined by GEOID03.
 BY2729
 BY2729;                    North         East     Units Scale Factor Converg.
 BY2729;SPC TX C     - 3,265,518.860 1,178,228.667   MT  1.00002254   +2 36 23.5
 BY2729;SPC TX C     -10,713,623.13  3,865,571.88   sFT  1.00002254   +2 36 23.5
 BY2729;SPC TXNC     - 2,037,612.685   905,044.691   MT  1.00005134   +1 45 36.5
 BY2729;SPC TXNC     - 6,685,067.62  2,969,300.79   sFT  1.00005134   +1 45 36.5
 BY2729;UTM  15      - 3,538,655.112   285,220.427   MT  1.00016894   -1 12 12.9
 BY2729
 BY2729                          SUPERSEDED SURVEY CONTROL
 BY2729
 BY2729  NAD 83(1986)-  31 57 48.91482(N)    095 16 21.75017(W) AD(       ) 4
 BY2729  NAD 27      -  31 57 48.31600(N)    095 16 20.93500(W) AD(       ) 3
 BY2729
 BY2729.Superseded values are not recommended for survey control.
 BY2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2729.See file dsdata.txt to determine how the superseded data were derived.
 BY2729
 BY2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR8522038655(NAD 83)
 BY2729_MARKER: 83 = FLAGSTAFF
 BY2729
 BY2729  HISTORY     - Date     Condition        Report By
 BY2729  HISTORY     - 1919     FIRST OBSERVED   CGS
 BY2729  HISTORY     - 1935     GOOD             CGS
 BY2729  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2729  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY2729
 BY2729                          STATION DESCRIPTION
 BY2729
 BY2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2729'THIS FLAGSTAFF IS STILL STANDING UNCHANGED SINCE 1919.
 BY2729
 BY2729                          STATION RECOVERY (1996)
 BY2729
 BY2729'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2729'MARK NOT FOUND.
 BY2729
 BY2729                          STATION RECOVERY (2004)
 BY2729
 BY2729'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2730 ***********************************************************************
 BY2730  DESIGNATION -  JACKSONVILLE LAPLACE
 BY2730  PID         -  BY2730
 BY2730  STATE/COUNTY-  TX/CHEROKEE
 BY2730  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2730
 BY2730                         *CURRENT SURVEY CONTROL
 BY2730  ___________________________________________________________________
 BY2730* NAD 83(1993)-  31 57 55.21036(N)    095 16 50.92987(W)     ADJUSTED  
 BY2730* NAVD 88     -       168.0    (meters)     551.     (feet)  VERTCON   
 BY2730  ___________________________________________________________________
 BY2730  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BY2730  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY2730
 BY2730  HORZ ORDER  -  FIRST
 BY2730
 BY2730.The horizontal coordinates were established by classical geodetic methods
 BY2730.and adjusted by the National Geodetic Survey in February 1996..
 BY2730
 BY2730.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2730
 BY2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2730
 BY2730.The geoid height was determined by GEOID03.
 BY2730
 BY2730;                    North         East     Units Scale Factor Converg.
 BY2730;SPC TX C     - 3,265,678.073 1,177,454.785   MT  1.00002306   +2 36 08.4
 BY2730;SPC TX C     -10,714,145.48  3,863,032.91   sFT  1.00002306   +2 36 08.4
 BY2730;SPC TXNC     - 2,037,783.318   904,273.224   MT  1.00005076   +1 45 20.6
 BY2730;SPC TXNC     - 6,685,627.44  2,966,769.74   sFT  1.00005076   +1 45 20.6
 BY2730;UTM  15      - 3,538,865.430   284,458.722   MT  1.00017299   -1 12 28.6
 BY2730
 BY2730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2730!SPC TX C     -   0.99997777  x   1.00002306  =   1.00000083
 BY2730!SPC TXNC     -   0.99997777  x   1.00005076  =   1.00002853
 BY2730!UTM  15      -   0.99997777  x   1.00017299  =   1.00015075
 BY2730
 BY2730:                Primary Azimuth Mark                     Grid Az
 BY2730:SPC TX C     -  JACKSONVILLE FIRST NAT BANK FS           101 37 31.4
 BY2730:SPC TXNC     -  JACKSONVILLE FIRST NAT BANK FS           102 28 19.2
 BY2730:UTM  15      -  JACKSONVILLE FIRST NAT BANK FS           105 26 08.4
 BY2730
 BY2730|---------------------------------------------------------------------|
 BY2730| PID    Reference Object                     Distance      Geod. Az  |
 BY2730|                                                           dddmmss.s |
 BY2730| BY2729 JACKSONVILLE FIRST NAT BANK FS      APPROX. 0.8 KM 1041339.8 |
 BY2730| BY2735 JACKSONVILLE METH CH CEN DOME       APPROX. 0.8 KM 1251142.6 |
 BY2730| BY2734 JACKSONVILLE METH COLL N CUP        APPROX. 1.2 KM 1623923.5 |
 BY2730| BY2733 JACKSONVILLE METH COLL S CUP        APPROX. 1.2 KM 1625558.9 |
 BY2730| CV7789 JACKSONVILLE LAPLACE RM              13.860 METERS 27549     |
 BY2730| BY2725 JACKSONVILLE BAP UNIV CUPOLA         56.749 METERS 34338     |
 BY2730|---------------------------------------------------------------------|
 BY2730
 BY2730                          SUPERSEDED SURVEY CONTROL
 BY2730
 BY2730  NAD 83(1986)-  31 57 55.22000(N)    095 16 50.91556(W) AD(       ) 1
 BY2730  NAD 27      -  31 57 54.61900(N)    095 16 50.10100(W) AD(       ) 1
 BY2730  NGVD 29 (07/19/86)  168.0    (m)          551.     (f) VERT ANG       
 BY2730
 BY2730.Superseded values are not recommended for survey control.
 BY2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2730.See file dsdata.txt to determine how the superseded data were derived.
 BY2730
 BY2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR8445938865(NAD 83)
 BY2730_MARKER: DS = TRIANGULATION STATION DISK
 BY2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2730
 BY2730  HISTORY     - Date     Condition        Report By
 BY2730  HISTORY     - 1919     MONUMENTED       CGS
 BY2730  HISTORY     - 1935     GOOD             CGS
 BY2730  HISTORY     - 1942     GOOD             CGS
 BY2730  HISTORY     - 1951     GOOD             CGS
 BY2730  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2730  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY2730
 BY2730                          STATION DESCRIPTION
 BY2730
 BY2730'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY2730'STATION IS ON THE S SIDE OF THE GROUNDS OF THE BAPTIST
 BY2730'UNIVERSITY OF JACKSONVILLE, ABOUT 8 METERS (26 FEET) N OF THE
 BY2730'CENTER OF LAMAR STREET, ABOUT 9 METERS (30 FEET) E OF THE ROAD
 BY2730'AND WALK LEADING FROM LAMAR STREET TO THE BUILDING, 56.50
 BY2730'METERS (185.4 FEET) FROM CENTER OF STEPS TO BUILDING, AND
 BY2730'3.0 METERS (10 FEET) N OF DRAIN GUTTER.
 BY2730'
 BY2730'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY2730'DISKS SET IN CONCRETE.
 BY2730'
 BY2730'REFERENCE MARK IS 13.86 METERS (45.5 FEET) FROM STATION
 BY2730'N 84 DEG 11 MIN W.
 BY2730'
 BY2730'THE BEARING OF THE CUPOLA OF THE UNIVERSITY FROM THE STATION
 BY2730'N 16 DEG 22 MIN W.
 BY2730'
 BY2730'THE SURFACE MARK IS STAMPED JAX LA PLACE.  ELEVATION OF STATION,
 BY2730'168.0 METERS (551 FEET).
 BY2730
 BY2730                          STATION RECOVERY (1935)
 BY2730
 BY2730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2730'THIS STATION WAS RECOVERED AS DESCRIBED, AND IN EXCELLENT
 BY2730'CONDITION.  IT IS LOCATED AS DESCRIBED WITH THE EXCEPTION
 BY2730'THAT LAMAR STREET IS NOW PINE STREET.  THE REFERENCE MARK
 BY2730'WAS FOUND IN EXCELLENT CONDITION.  IT
 BY2730'IS ABOUT 3 YARDS W OF WALK LEADING TO THE COLLEGE BUILDING
 BY2730'FROM PINE STREET, AND IS IN LINE WITH A ROW OF TREES
 BY2730'ON THE W SIDE OF THIS WALK.  NEITHER THE STATION MARK NOR THE
 BY2730'REFERENCE MARK IS EVER LIKELY TO BECOME COVERED.
 BY2730
 BY2730                          STATION RECOVERY (1942)
 BY2730
 BY2730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2730'STATION FOUND WITH BOTH MARKS IN GOOD CONDITION.  COMPLETE
 BY2730'DESCRIPTION FOLLOWS--STATION IS ON THE GROUNDS OF BAPTIST
 BY2730'UNIVERSITY OF JACKSONVILLE, ABOUT 100 FEET W OF A GATEWAY TO
 BY2730'A LANE LEADING TO THE FRONT ENTRANCE TO THE UNIVERSITY, 185.4
 BY2730'FEET S OF THE FRONT STEPS OF THE UNIVERSITY, AND 26 FEET
 BY2730'N OF THE CENTER LINE OF LAMAR STREET.  SURFACE AND UNDERGROUND
 BY2730'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 BY2730'REFERENCE MARK IS A STANDARD REFERENCE DISK IN
 BY2730'CONCRETE, 13.86 METERS (45.5 FEET) FROM STATION,
 BY2730'N 16 DEG 22 MIN W.  (THIS MEASUREMENT WAS CHECKED
 BY2730'IN 1942.) THE BEARING OF THE CUPOLA OF THE UNIVERSITY
 BY2730'FROM THE STATION IS N 16 DEG 22 MIN W.  SURFACE STATION MARK
 BY2730'AND THE REFERENCE MARK ARE STAMPED JAX LA PLACE 1919 AND
 BY2730'ARE SET FLUSH WITH THE GROUND.  ELEVATION OF STATION, 168.0
 BY2730'METERS (551 FEET).  (AZIMUTH TO THE CUPOLA WAS CHECKED
 BY2730'APPROXIMATELY WITH AN AZIMUTH COMPASS.)
 BY2730
 BY2730                          STATION RECOVERY (1951)
 BY2730
 BY2730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 BY2730'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 BY2730'STATION AND REFERENCE MARKS WERE REMOVED AT THE REQUEST OF
 BY2730'THE COLLEGE OFFICIALS IN ORDER TO CLEAR NEW CONSTRUCTION AND
 BY2730'PAVING AREAS.
 BY2730'
 BY2730'THE AREA AT THE STATION WILL BE EXCAVATED ABOUT 3 FEET BELOW
 BY2730'THE PRESENT LEVEL AND PAVED.  THE STREET OPPOSITE THE STATION
 BY2730'WILL BE REBUILT AND PAVED.  NO PRACTICAL SITE WAS AVAILABLE
 BY2730'FOR A RESET STATION AND A NEW STATION WAS NOT ESTABLISHED.
 BY2730
 BY2730                          STATION RECOVERY (1996)
 BY2730
 BY2730'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2730'MARK NOT FOUND.
 BY2730
 BY2730                          STATION RECOVERY (2004)
 BY2730
 BY2730'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2733 ***********************************************************************
 BY2733  DESIGNATION -  JACKSONVILLE METH COLL S CUP
 BY2733  PID         -  BY2733
 BY2733  STATE/COUNTY-  TX/CHEROKEE
 BY2733  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2733
 BY2733                         *CURRENT SURVEY CONTROL
 BY2733  ___________________________________________________________________
 BY2733* NAD 83(1993)-  31 57 17.68003(N)    095 16 37.41549(W)     ADJUSTED  
 BY2733* NAVD 88     -                                                        
 BY2733  ___________________________________________________________________
 BY2733  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BY2733  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2733
 BY2733  HORZ ORDER  -  THIRD
 BY2733
 BY2733.The horizontal coordinates were established by classical geodetic methods
 BY2733.and adjusted by the National Geodetic Survey in February 1996..
 BY2733
 BY2733
 BY2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2733
 BY2733.The geoid height was determined by GEOID03.
 BY2733
 BY2733;                    North         East     Units Scale Factor Converg.
 BY2733;SPC TX C     - 3,264,539.362 1,177,861.814   MT  1.00002001   +2 36 15.4
 BY2733;SPC TX C     -10,710,409.56  3,864,368.30   sFT  1.00002001   +2 36 15.4
 BY2733;SPC TXNC     - 2,036,638.683   904,663.396   MT  1.00005419   +1 45 28.0
 BY2733;SPC TXNC     - 6,681,872.08  2,968,049.83   sFT  1.00005419   +1 45 28.0
 BY2733;UTM  15      - 3,537,702.014   284,789.234   MT  1.00017123   -1 12 20.2
 BY2733
 BY2733                          SUPERSEDED SURVEY CONTROL
 BY2733
 BY2733  NAD 83(1986)-  31 57 17.68966(N)    095 16 37.40116(W) AD(       ) 4
 BY2733  NAD 27      -  31 57 17.08700(N)    095 16 36.58600(W) AD(       ) 3
 BY2733
 BY2733.Superseded values are not recommended for survey control.
 BY2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2733.See file dsdata.txt to determine how the superseded data were derived.
 BY2733
 BY2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR8478937702(NAD 83)
 BY2733_MARKER: 86 = CUPOLA
 BY2733
 BY2733  HISTORY     - Date     Condition        Report By
 BY2733  HISTORY     - 1919     FIRST OBSERVED   CGS
 BY2733  HISTORY     - 1935     GOOD             CGS
 BY2733  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2733  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY2733
 BY2733                          STATION DESCRIPTION
 BY2733
 BY2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2733'THIS CUPOLA IS STILL STANDING UNCHANGED SINCE 1919.
 BY2733
 BY2733                          STATION RECOVERY (1996)
 BY2733
 BY2733'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2733'MARK NOT FOUND.
 BY2733
 BY2733                          STATION RECOVERY (2004)
 BY2733
 BY2733'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2734 ***********************************************************************
 BY2734  DESIGNATION -  JACKSONVILLE METH COLL N CUP
 BY2734  PID         -  BY2734
 BY2734  STATE/COUNTY-  TX/CHEROKEE
 BY2734  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2734
 BY2734                         *CURRENT SURVEY CONTROL
 BY2734  ___________________________________________________________________
 BY2734* NAD 83(1993)-  31 57 18.31900(N)    095 16 37.41672(W)     ADJUSTED  
 BY2734* NAVD 88     -                                                        
 BY2734  ___________________________________________________________________
 BY2734  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BY2734  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2734
 BY2734  HORZ ORDER  -  THIRD
 BY2734
 BY2734.The horizontal coordinates were established by classical geodetic methods
 BY2734.and adjusted by the National Geodetic Survey in February 1996..
 BY2734
 BY2734
 BY2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2734
 BY2734.The geoid height was determined by GEOID03.
 BY2734
 BY2734;                    North         East     Units Scale Factor Converg.
 BY2734;SPC TX C     - 3,264,559.022 1,177,860.887   MT  1.00002006   +2 36 15.4
 BY2734;SPC TX C     -10,710,474.06  3,864,365.26   sFT  1.00002006   +2 36 15.4
 BY2734;SPC TXNC     - 2,036,658.355   904,662.760   MT  1.00005413   +1 45 28.0
 BY2734;SPC TXNC     - 6,681,936.62  2,968,047.74   sFT  1.00005413   +1 45 28.0
 BY2734;UTM  15      - 3,537,721.695   284,789.616   MT  1.00017123   -1 12 20.2
 BY2734
 BY2734                          SUPERSEDED SURVEY CONTROL
 BY2734
 BY2734  NAD 83(1986)-  31 57 18.32863(N)    095 16 37.40238(W) AD(       ) 4
 BY2734  NAD 27      -  31 57 17.72600(N)    095 16 36.58800(W) AD(       ) 3
 BY2734
 BY2734.Superseded values are not recommended for survey control.
 BY2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2734.See file dsdata.txt to determine how the superseded data were derived.
 BY2734
 BY2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR8479037722(NAD 83)
 BY2734_MARKER: 86 = CUPOLA
 BY2734
 BY2734  HISTORY     - Date     Condition        Report By
 BY2734  HISTORY     - 1919     FIRST OBSERVED   CGS
 BY2734  HISTORY     - 1935     GOOD             CGS
 BY2734  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2734  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY2734
 BY2734                          STATION DESCRIPTION
 BY2734
 BY2734'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2734'THIS CUPOLA IS STILL STANDING UNCHANGED SINCE 1919.
 BY2734
 BY2734                          STATION RECOVERY (1996)
 BY2734
 BY2734'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2734'MARK NOT FOUND.
 BY2734
 BY2734                          STATION RECOVERY (2004)
 BY2734
 BY2734'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2735 ***********************************************************************
 BY2735  DESIGNATION -  JACKSONVILLE METH CH CEN DOME
 BY2735  PID         -  BY2735
 BY2735  STATE/COUNTY-  TX/CHEROKEE
 BY2735  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2735
 BY2735                         *CURRENT SURVEY CONTROL
 BY2735  ___________________________________________________________________
 BY2735* NAD 83(1993)-  31 57 39.48053(N)    095 16 24.77062(W)     ADJUSTED  
 BY2735* NAVD 88     -                                                        
 BY2735  ___________________________________________________________________
 BY2735  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BY2735  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2735
 BY2735  HORZ ORDER  -  THIRD
 BY2735
 BY2735.The horizontal coordinates were established by classical geodetic methods
 BY2735.and adjusted by the National Geodetic Survey in February 1996..
 BY2735
 BY2735
 BY2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2735
 BY2735.The geoid height was determined by GEOID03.
 BY2735
 BY2735;                    North         East     Units Scale Factor Converg.
 BY2735;SPC TX C     - 3,265,225.268 1,178,163.010   MT  1.00002178   +2 36 21.9
 BY2735;SPC TX C     -10,712,659.90  3,865,356.48   sFT  1.00002178   +2 36 21.9
 BY2735;SPC TXNC     - 2,037,320.086   904,974.703   MT  1.00005220   +1 45 34.9
 BY2735;SPC TXNC     - 6,684,107.65  2,969,071.17   sFT  1.00005220   +1 45 34.9
 BY2735;UTM  15      - 3,538,366.490   285,135.393   MT  1.00016939   -1 12 14.2
 BY2735
 BY2735                          SUPERSEDED SURVEY CONTROL
 BY2735
 BY2735  NAD 83(1986)-  31 57 39.49016(N)    095 16 24.75631(W) AD(       ) 4
 BY2735  NAD 27      -  31 57 38.88800(N)    095 16 23.94100(W) AD(       ) 3
 BY2735
 BY2735.Superseded values are not recommended for survey control.
 BY2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2735.See file dsdata.txt to determine how the superseded data were derived.
 BY2735
 BY2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR8513538366(NAD 83)
 BY2735_MARKER: 87 = DOME
 BY2735
 BY2735  HISTORY     - Date     Condition        Report By
 BY2735  HISTORY     - 1919     FIRST OBSERVED   CGS
 BY2735  HISTORY     - 1935     GOOD             CGS
 BY2735  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2735  HISTORY     - 20040606 GOOD             USPSQD
 BY2735
 BY2735                          STATION DESCRIPTION
 BY2735
 BY2735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2735'THIS DOME IS STILL STANDING UNCHANGED SINCE 1919.
 BY2735
 BY2735                          STATION RECOVERY (1996)
 BY2735
 BY2735'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2735'MARK NOT FOUND.
 BY2735
 BY2735                          STATION RECOVERY (2004)
 BY2735
 BY2735'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1272 ***********************************************************************
 BY1272  DESIGNATION -  JACKSONVILLE N BASE
 BY1272  PID         -  BY1272
 BY1272  STATE/COUNTY-  TX/CHEROKEE
 BY1272  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY1272
 BY1272                         *CURRENT SURVEY CONTROL
 BY1272  ___________________________________________________________________
 BY1272* NAD 83(1993)-  31 58 54.54967(N)    095 15 54.15190(W)     ADJUSTED  
 BY1272* NAVD 88     -       200.440  (meters)     657.61   (feet)  ADJUSTED  
 BY1272  ___________________________________________________________________
 BY1272  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BY1272  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY1272  DYNAMIC HT  -         200.199 (meters)     656.82  (feet)  COMP
 BY1272  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 BY1272
 BY1272  HORZ ORDER  -  FIRST
 BY1272  VERT ORDER  -  FIRST     CLASS II
 BY1272
 BY1272.The horizontal coordinates were established by classical geodetic methods
 BY1272.and adjusted by the National Geodetic Survey in February 1996..
 BY1272
 BY1272.The orthometric height was determined by differential leveling
 BY1272.and adjusted by the National Geodetic Survey in June 1991..
 BY1272
 BY1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1272
 BY1272.The geoid height was determined by GEOID03.
 BY1272
 BY1272.The dynamic height is computed by dividing the NAVD 88
 BY1272.geopotential number by the normal gravity value computed on the
 BY1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1272.degrees latitude (g = 980.6199 gals.).
 BY1272
 BY1272.The modeled gravity was interpolated from observed gravity values.
 BY1272
 BY1272;                    North         East     Units Scale Factor Converg.
 BY1272;SPC TX C     - 3,267,571.777 1,178,860.902   MT  1.00002794   +2 36 37.7
 BY1272;SPC TX C     -10,720,358.41  3,867,646.14   sFT  1.00002794   +2 36 37.7
 BY1272;SPC TXNC     - 2,039,656.087   905,707.193   MT  1.00004541   +1 45 51.6
 BY1272;SPC TXNC     - 6,691,771.68  2,971,474.35   sFT  1.00004541   +1 45 51.6
 BY1272;UTM  15      - 3,540,661.760   285,987.798   MT  1.00016488   -1 12 00.5
 BY1272
 BY1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1272!SPC TX C     -   0.99997267  x   1.00002794  =   1.00000061
 BY1272!SPC TXNC     -   0.99997267  x   1.00004541  =   1.00001808
 BY1272!UTM  15      -   0.99997267  x   1.00016488  =   1.00013755
 BY1272
 BY1272:                Primary Azimuth Mark                     Grid Az
 BY1272:SPC TX C     -  JACKSONVILLE N BASE AZ MK                171 29 12.7
 BY1272:SPC TXNC     -  JACKSONVILLE N BASE AZ MK                172 19 58.8
 BY1272:UTM  15      -  JACKSONVILLE N BASE AZ MK                175 17 50.9
 BY1272
 BY1272|---------------------------------------------------------------------|
 BY1272| PID    Reference Object                     Distance      Geod. Az  |
 BY1272|                                                           dddmmss.s |
 BY1272| CV7790 JACKSONVILLE N BASE AZ MK                          1740550.4 |
 BY1272| CV7792 JACKSONVILLE N BASE RM 3             26.498 METERS 18555     |
 BY1272| BY2735 JACKSONVILLE METH CH CEN DOME       APPROX. 2.4 KM 1991026.1 |
 BY1272| BY2729 JACKSONVILLE FIRST NAT BANK FS      APPROX. 2.1 KM 1994339.9 |
 BY1272| BY2733 JACKSONVILLE METH COLL S CUP        APPROX. 3.2 KM 2005045.8 |
 BY1272| BY2734 JACKSONVILLE METH COLL N CUP        APPROX. 3.2 KM 2005822.7 |
 BY1272| BY2726 JACKSONVILLE SW ELEC CO STACK       APPROX. 2.4 KM 2103321.0 |
 BY1272| BY2725 JACKSONVILLE BAP UNIV CUPOLA        APPROX. 2.3 KM 2202128.3 |
 BY1272| CV7791 JACKSONVILLE N BASE RM               21.640 METERS 27738     |
 BY1272| CV7793 JACKSONVILLE N BASE RM 4             24.873 METERS 28841     |
 BY1272|---------------------------------------------------------------------|
 BY1272
 BY1272                          SUPERSEDED SURVEY CONTROL
 BY1272
 BY1272  NAD 83(1986)-  31 58 54.55930(N)    095 15 54.13761(W) AD(       ) 1
 BY1272  NAD 27      -  31 58 53.95900(N)    095 15 53.32300(W) AD(       ) 1
 BY1272  NGVD 29 (??/??/92)  200.464  (m)          657.69   (f) ADJ UNCH    1 2
 BY1272
 BY1272.Superseded values are not recommended for survey control.
 BY1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1272.See file dsdata.txt to determine how the superseded data were derived.
 BY1272
 BY1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR8598840662(NAD 83)
 BY1272_MARKER: DS = TRIANGULATION STATION DISK
 BY1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1272_STAMPING: NORTH BASE 1919
 BY1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1272+STABILITY: SURFACE MOTION
 BY1272
 BY1272  HISTORY     - Date     Condition        Report By
 BY1272  HISTORY     - 1919     MONUMENTED       CGS
 BY1272  HISTORY     - 1935     GOOD             CGS
 BY1272  HISTORY     - 1937     GOOD             TXHD
 BY1272  HISTORY     - 1949     GOOD             CGS
 BY1272  HISTORY     - 1951     GOOD             CGS
 BY1272  HISTORY     - 1952     GOOD             CGS
 BY1272  HISTORY     - 1952     GOOD             NGS
 BY1272  HISTORY     - 1958     GOOD             CGS
 BY1272  HISTORY     - 1975     GOOD             TXHD
 BY1272  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY1272
 BY1272                          STATION DESCRIPTION
 BY1272
 BY1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY1272'STATION IS ABOUT 1 MILE NE OF JACKSONVILLE, 1/2 MILE W OF THE
 BY1272'JACKSONVILLE-TYLER ROAD, ON TOP OF A SANDY HILL WHICH IS
 BY1272'SOMETIMES IN CULTIVATION AND IS OWNED BY W.B. RAGSDALE,
 BY1272'A MERCHANT OF JACKSONVILLE.  STATION IS 70 METERS (230 FEET) N
 BY1272'OF AN E AND W WIRE FENCE AND LANE, AND ABOUT 200 METERS (656
 BY1272'FEET) E OF A LANE WITH A POOR ROAD RUNNING N FROM THE E AND W
 BY1272'LANE.
 BY1272'
 BY1272'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BY1272'DISKS SET IN CONCRETE.
 BY1272'
 BY1272'REFERENCE MARK IS 21.64 METERS (71.00 FEET) FROM STATION,
 BY1272'N 97 DEG 38 MIN W.
 BY1272'
 BY1272'AZIMUTH OF JACKSONVILLE CITY WATER TANK, DISTANT 1.4 MILES,
 BY1272'IS S 18 DEG 42 MIN W.  ELEVATION OF STATION, 200.8 METERS
 BY1272'(659 FEET).
 BY1272'
 BY1272'REACHED FROM JACKSONVILLE BY PROCEEDING ALONG THE ROAD TO
 BY1272'TYLER FOR ABOUT 1-1/2 MILES TO TOP OF LONG HILL, THEN TURNING
 BY1272'E UP THE SECOND LANE TO E TURNING OFF THE ROAD.  FOLLOW THIS
 BY1272'LANE 1/4 MILE, TURN S AND GO 1/2 MILE TO LANE LEADING E, THEN
 BY1272'ALONG THIS LANE ABOUT 200 METERS (656 FEET) TO POINT OPPOSITE
 BY1272'STATION.
 BY1272
 BY1272                          STATION RECOVERY (1935)
 BY1272
 BY1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY1272'THIS STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 BY1272'THE TOP FACE OF THE STATION MARK IS INCLINED FROM THE HORIZONTAL
 BY1272'BY A SMALL ANGLE.  THE REFERENCE MARK WAS RECOVERED, AND IS
 BY1272'IN GOOD CONDITION.  IT LIKEWISE DOES NOT SET ENTIRELY LEVEL.
 BY1272'THE TIES GIVEN ARE ADEQUATE, AND THE BARREN NATURE OF THIS
 BY1272'LOCATION MAKE FURTHER TIES IMPOSSIBLE.
 BY1272'
 BY1272'THE STATION MARK IS ABOUT 84 YARDS N OF THE E AND W FENCE AND
 BY1272'LANE, NOT 230 FEET N.
 BY1272'
 BY1272'TO REACH THIS STATION FROM JACKSONVILLE, GO TOWARD TYLER ON
 BY1272'THE OLD JACKSONVILLE-TYLER ROAD A DISTANCE OF 0.8 MILE FROM
 BY1272'THE INTERSECTION OF THIS ROAD WITH CHEROKEE STREET IN JACKSONVILLE.
 BY1272'AT THIS POINT THERE IS A GATE AND SIGN OVER IT LINCOLN PARK
 BY1272'ADDITION.  ABOUT 100 YARDS FURTHER ON FROM THIS GATE A ROAD TURNS
 BY1272'OFF SHARPLY TO THE RIGHT.  TAKE THIS ROAD AND FOLLOW STRAIGHT
 BY1272'ROAD UP HILL, PASS WHITE HOUSE, KEEP STRAIGHT
 BY1272'ROAD FOR DISTANCE OF 0.45 MILE TO POINT OPPOSITE STATION.
 BY1272'THIS DISTANCE (0.45 MILE) WAS MEASURED FROM THE POINT OF
 BY1272'TURNING OFF THE JACKSONVILLE-TYLER ROAD.
 BY1272
 BY1272                          STATION RECOVERY (1937)
 BY1272
 BY1272'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BY1272'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO
 BY1272'BE IN GOOD CONDITION.
 BY1272'
 BY1272'THE STATION WAS REACHED FROM INTERSECTION OF NORTH JACKSON
 BY1272'STREET AND CHEROKEE STREET IN JACKSONVILLE, TEXAS BY GOING
 BY1272'N ON NORTH JACKSON STREET 0.96 MILE THEN N 45 DEG E ALONG STREET
 BY1272'FOR 0.11 MILE THEN E ALONG STREET FOR 0.33 MILE, FROM WHICH
 BY1272'POINT THE STATION IS N 23 DEG E, 400 FEET.
 BY1272
 BY1272                          STATION RECOVERY (1949)
 BY1272
 BY1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CFO)
 BY1272'STATION RECOVERED AND STATION MARK WAS FOUND IN GOOD CONDITION.
 BY1272'THE REFERENCE MARK WAS FOUND TO BE BROKEN AND THE TOP OF THE
 BY1272'MARK AND DISK WERE DESTROYED.  A NEW DESCRIPTION FOLLOWS--
 BY1272'
 BY1272'TO REACH FROM THE CORNER OF N. JACKSON STREET AND CHEROKEE
 BY1272'(WHICH IS ALSO FARM ROAD 347) GO N ON N. JACKSON STREET FOR 1
 BY1272'BLOCK (FARM ROAD 347 TURNS RIGHT).  CONTINUE STRAIGHT AHEAD
 BY1272'FOR ABOUT 200 FEET AND KEEP RIGHT FORK ON DIRT ROAD WHICH IS
 BY1272'ELBERTA STREET, GO 0.4 MILE AT THE ALICE THEATER ON RIGHT,
 BY1272'CONTINUE STRAIGHT AHEAD N FOR 0.3 MILE AT A SIDE ROAD RIGHT,
 BY1272'TURN RIGHT AND FOLLOW DIRT ROAD UP HILL AND E FOR 0.3 MILE AT A
 BY1272'WHITE HOUSE ON LEFT (HOME OF S.H. NELSON), CONTINUE
 BY1272'STRAIGHT AHEAD MAKING A SLIGHT JOG TO THE N AND THENCE E
 BY1272'FOR 0.1 MILE AT A BOARD GATE AND TRIANGLE BLAZED OAK, TURN
 BY1272'LEFT THROUGH GATE AND GO NW ACROSS FIELD FOR ABOUT 100
 BY1272'YARDS TO STATION ON HIGHEST POINT OF HILL.
 BY1272
 BY1272                          STATION RECOVERY (1951)
 BY1272
 BY1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (BHR)
 BY1272'STATION AND REFERENCE MARKS WERE RECOVERED INTACT AS DESCRIBED.
 BY1272'ALL PREVIOUS DESCRIBED ROUTES ARE OBSOLETE.  A NEW ROUTE TO THE
 BY1272'STATION IS AS FOLLOWS--
 BY1272'
 BY1272'TO REACH FROM THE POST OFFICE IN JACKSONVILLE, GO N ON
 BY1272'THE MAIN HIGHWAY ROUTE WHICH IS NORTH JACKSON STREET, TO THE
 BY1272'JUNCTION OF FARM ROAD 347 (THE SECOND STREET INTERSECTION
 BY1272'N OF THE RAILROAD CROSSING).  CONTINUE N AND THEN E ON ROUTE
 BY1272'347, A PAVED HIGHWAY 1.4 MILES.  TURN LEFT OFF THE HIGHWAY
 BY1272'AT THE ROAD CROSSING AND GO N ON A BLACKTOP ROAD 0.3 MILE TO
 BY1272'THE TRANSFORMER STATION ON THE RIGHT.  TURN LEFT HERE AND GO
 BY1272'W ON A SANDY LANE 0.4 MILE TO A POINT AT A JOG IN THE LANE.
 BY1272'THE STATION IS ABOUT 84 YARDS N OF THIS POINT AS DESCRIBED.
 BY1272
 BY1272                          STATION RECOVERY (1952)
 BY1272
 BY1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WMH)
 BY1272'STATION IS 0.2 MILE NW ALONG U.S. HIGHWAYS 69 AND 175 FROM THE
 BY1272'POST OFFICE AT JACKSONVILLE, THENCE 0.1 MILE NW ALONG FARM
 BY1272'ROAD 347, THENCE 0.85 MILE N ALONG ELBERTA STREET, THENCE 0.45
 BY1272'MILE NE ALONG A SANDY STREET, ON TOP OF A SANDY HILL, IN AN OPEN
 BY1272'FIELD BELONGING TO W.B. RAGSDALE, 272 FEET N OF THE CENTER
 BY1272'LINE OF THE ROAD, 251 FEET N OF A FENCE, AND 2 FEET S OF A
 BY1272'WITNESS POST.  MARK IS A STANDARD STATION DISK SET IN THE TOP OF
 BY1272'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND
 BY1272'STAMPED NORTH BASE 1919.
 BY1272
 BY1272                          STATION RECOVERY (1952)
 BY1272
 BY1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BY1272'1.0 MI NE FROM JACKSONVILLE.
 BY1272'1.0 MILE NORTHEAST OF JACKSONVILLE, CHEROKEE COUNTY, 0.5 MILE BEYOND
 BY1272'BENCH MARK D 252 DESCRIBED ABOVE, ON THE HIGHEST POINT OF A BARE
 BY1272'PLOWED HILL, ON LAND OWNED IN 1942 BY JOHN LANG, 450 FEET WEST OF A
 BY1272'NORTH-AND-SOUTH BARBED-WIRE FENCE, 155 FEET NORTH OF AN EAST-AND- WEST
 BY1272'BARBED-WIRE FENCE, AND 170 FEET NORTH OF THE CENTERLINE OF AN
 BY1272'EAST-AND-WEST DIRT ROAD.  A STANDARD TRIANGULATION-STATION DISK,
 BY1272'STAMPED NORTH BASE 1919 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 BY1272'WITH THE GROUND.
 BY1272
 BY1272                          STATION RECOVERY (1958)
 BY1272
 BY1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY1272'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BY1272'A NEW REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AZIMUTH MARK
 BY1272'WERE ESTABLISHED BY THIS PARTY.  A NEW AND COMPLETE DESCRIPTION
 BY1272'FOLLOWS--
 BY1272'
 BY1272'THE STATION IS LOCATED IN AN OVERGROWN FIELD ABOUT 1 MILE
 BY1272'NORTHEAST OF THE CENTER OF JACKSONVILLE.  IT IS 276 FEET NORTH OF
 BY1272'THE CENTER OF A DIRT ROAD, 245 FEET NORTH OF POWER POLE NO. 52
 BY1272'AND 2 FEET SOUTH OF A USBM WITNESS POST.  THE MARK PROJECTS
 BY1272'1 INCH AND IS STAMPED NORTH BASE 1919.
 BY1272'
 BY1272'REFERENCE MARK NO. 3 IS 159 FEET NORTH OF POWER POLE NO. 52.
 BY1272'THE MARK PROJECTS 8 INCHES AND IS STAMPED NORTH BASE NO 3
 BY1272'1919.
 BY1272'
 BY1272'REFERENCE MARK NO. 4 PROJECTS 6 INCHES AND IS STAMPED NORTH
 BY1272'BASE NO 4 1919.
 BY1272'
 BY1272'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 BY1272'NO. 4 IS 131.9 FEET.
 BY1272'
 BY1272'AZIMUTH MARK IS 23 FEET WEST OF THE CENTER OF A DIRT STREET, 21
 BY1272'FEET NORTH OF THE CENTER OF ANOTHER DIRT STREET AND 1 FOOT
 BY1272'NORTH OF A WITNESS POST.  THE MARK IS SET FLUSH AND IS STAMPED
 BY1272'NORTH BASE 1919 RESET 1958.
 BY1272'
 BY1272'TO REACH THE STATION FROM THE POST OFFICE IN JACKSONVILLE,
 BY1272'GO NORTH ON U.S. HIGHWAYS NO. 69 AND 175 AND STATE HIGHWAY NO.
 BY1272'135 FOR 0.2 MILE TO A CROSSROADS WHERE ROUTES DIVIDE, CONTINUE
 BY1272'STRAIGHT AHEAD, NORTH, THEN EAST, ON STATE HIGHWAY NO. 135
 BY1272'FOR 1.1 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTHERLY
 BY1272'ON OILED ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 BY1272'GO WESTERLY ON DIRT ROAD FOR 0.3 MILE TO A GATE ON RIGHT*
 BY1272'(JUST BEFORE REACHING AN S-CURVE IN ROAD) TURN RIGHT, THROUGH
 BY1272'GATE, AND GO CROSS-COUNTRY WEST-NORTHWESTERLY FOR 0.1 MILE
 BY1272'TO THE STATION.
 BY1272'
 BY1272'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WESTERLY
 BY1272'ON DIRT ROAD PAST AN S-CURVE FOR 0.2 MILE TO A SIDE ROAD
 BY1272'LEFT, THEN LEFT AND GO SOUTH ON DIRT ROAD FOR 0.3 MILE TO
 BY1272'A CROSSROADS, TURN LEFT AND GO EAST ON DIRT ROAD FOR 0.2 MILE
 BY1272'TO A SIDE ROAD LEFT AND MARK ON LEFT.
 BY1272
 BY1272                          STATION RECOVERY (1975)
 BY1272
 BY1272'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (CLJ)
 BY1272'JACKSONVILLE NORTH BASE 1919 RECOVERED GOOD.
 BY1272'
 BY1272'RM NO. 4 RECOVERED GOOD.
 BY1272'
 BY1272'AZ. MK. AND RM NO. 3 NOT SEARCHED FOR.
 BY1272'
 BY1272'THE 1928 DESCRIPTION IS ADEQUATE FOR LOCATING STATION.  HOWEVER
 BY1272'THE OILED ROAD LEFT OFF SH-135 IS NOW BURMA RD. AND THE DIRT STREET
 BY1272'LEFT OFF BURMA RD. IS JEFF DAVIS ST.
 BY1272'
 BY1272'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE N.E. OF
 BY1272'JACKSONVILLE.
 BY1272
 BY1272                          STATION RECOVERY (2004)
 BY1272
 BY1272'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY1272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2732 ***********************************************************************
 BY2732  DESIGNATION -  JACKSONVILLE S BASE
 BY2732  PID         -  BY2732
 BY2732  STATE/COUNTY-  TX/CHEROKEE
 BY2732  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2732
 BY2732                         *CURRENT SURVEY CONTROL
 BY2732  ___________________________________________________________________
 BY2732* NAD 83(1993)-  31 54 07.01492(N)    095 15 05.36028(W)     ADJUSTED  
 BY2732* NAVD 88     -       210.3    (meters)     690.     (feet)  VERTCON   
 BY2732  ___________________________________________________________________
 BY2732  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BY2732  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BY2732
 BY2732  HORZ ORDER  -  FIRST
 BY2732
 BY2732.The horizontal coordinates were established by classical geodetic methods
 BY2732.and adjusted by the National Geodetic Survey in February 1996..
 BY2732
 BY2732.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2732
 BY2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2732
 BY2732.The geoid height was determined by GEOID03.
 BY2732
 BY2732;                    North         East     Units Scale Factor Converg.
 BY2732;SPC TX C     - 3,258,782.760 1,180,545.005   MT  1.00000505   +2 37 02.8
 BY2732;SPC TX C     -10,691,523.11  3,873,171.40   sFT  1.00000505   +2 37 02.8
 BY2732;SPC TXNC     - 2,030,842.792   907,261.419   MT  1.00007212   +1 46 18.2
 BY2732;SPC TXNC     - 6,662,856.73  2,976,573.51   sFT  1.00007212   +1 46 18.2
 BY2732;UTM  15      - 3,531,778.985   287,084.454   MT  1.00015912   -1 11 25.0
 BY2732
 BY2732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2732!SPC TX C     -   0.99997113  x   1.00000505  =   0.99997618
 BY2732!SPC TXNC     -   0.99997113  x   1.00007212  =   1.00004325
 BY2732!UTM  15      -   0.99997113  x   1.00015912  =   1.00013025
 BY2732
 BY2732|---------------------------------------------------------------------|
 BY2732| PID    Reference Object                     Distance      Geod. Az  |
 BY2732|                                                           dddmmss.s |
 BY2732| CV7796 JACKSONVILLE S BASE RM 2                           03324     |
 BY2732| CV7795 JACKSONVILLE S BASE RM 1             52.080 METERS 12129     |
 BY2732| CV7794 JACKSONVILLE S BASE AZ MK                          1605201.9 |
 BY2732| BY2727 LLOYD 2                             APPROX.12.2 KM 3040157.2 |
 BY2732| BY2733 JACKSONVILLE METH COLL S CUP        APPROX. 6.4 KM 3373737.5 |
 BY2732| BY2734 JACKSONVILLE METH COLL N CUP        APPROX. 6.4 KM 3374139.3 |
 BY2732| BY2725 JACKSONVILLE BAP UNIV CUPOLA        APPROX. 7.6 KM 3383057.5 |
 BY2732| BY2726 JACKSONVILLE SW ELEC CO STACK       APPROX. 7.2 KM 3394300.3 |
 BY2732| BY2735 JACKSONVILLE METH CH CEN DOME       APPROX. 6.9 KM 3421936.1 |
 BY2732| BY2729 JACKSONVILLE FIRST NAT BANK FS      APPROX. 7.1 KM 3433827.9 |
 BY2732|---------------------------------------------------------------------|
 BY2732
 BY2732                          SUPERSEDED SURVEY CONTROL
 BY2732
 BY2732  NAD 83(1986)-  31 54 07.02461(N)    095 15 05.34594(W) AD(       ) 1
 BY2732  NAD 27      -  31 54 06.41600(N)    095 15 04.53600(W) AD(       ) 1
 BY2732  NGVD 29 (07/19/86)  210.3    (m)          690.     (f) VERT ANG       
 BY2732
 BY2732.Superseded values are not recommended for survey control.
 BY2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2732.See file dsdata.txt to determine how the superseded data were derived.
 BY2732
 BY2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR8708431779(NAD 83)
 BY2732_MARKER: DS = TRIANGULATION STATION DISK
 BY2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2732
 BY2732  HISTORY     - Date     Condition        Report By
 BY2732  HISTORY     - 1919     MONUMENTED       CGS
 BY2732  HISTORY     - 1935     POOR             CGS
 BY2732  HISTORY     - 1935     SEE DESCRIPTION  CGS
 BY2732  HISTORY     - 1937     GOOD             TXHD
 BY2732  HISTORY     - 1942     GOOD             CGS
 BY2732  HISTORY     - 1949     GOOD             CGS
 BY2732  HISTORY     - 1958     GOOD             CGS
 BY2732  HISTORY     - 1975     GOOD             TXHD
 BY2732  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY2732
 BY2732                          STATION DESCRIPTION
 BY2732
 BY2732'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BY2732'ABOUT 5 MILES S OF JACKSONVILLE, 125 METERS (410 FEET) W OF THE
 BY2732'JACKSONVILLE-RUSK ROAD, 83 METERS (272 FEET) NW OF THE NW CORNER
 BY2732'OF LIBERTY SCHOOLHOUSE, 8 METERS (26 FEET) N OF ROAD LEADING
 BY2732'UP NARROW LANE WITH FIELD ON EACH SIDE, AND IN EDGE OF FIELD
 BY2732'BELONGING TO C.M. CARON.  SURFACE AND UNDERGROUND MARKS ARE
 BY2732'STANDARD DISK STATION MARKS IN CONCRETE.
 BY2732'REFERENCE MARK IS A STANDARD REFERENCE DISK IN CONCRETE,
 BY2732'PLACED 1 METER (3 FEET) E OF FIRE FENCE IN THE
 BY2732'DIRECTION OF THE SCHOOL BUILDING, 35 METERS (115 FEET) FROM NW
 BY2732'CORNER OF SCHOOL BUILDING, AND 52.08 METERS (170.9 FEET) FROM
 BY2732'STATION N 16 DEG 42 MIN W.  BEARING OF
 BY2732'JACKSONVILLE CITY WATER TANK, DISTANT ABOUT 4-1/2 MILES IS
 BY2732'S 58 DEG 31 MIN E.  ELEVATION OF STATION IS 210.3
 BY2732'METERS (690 FEET).
 BY2732
 BY2732                          STATION RECOVERY (1935)
 BY2732
 BY2732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BY2732'THE UNDERGROUND MARK OF THIS STATION WAS RECOVERED.  THE
 BY2732'SURFACE MARK HAS BEEN TURNED OVER ON ITS SIDE TO THE E AND IS
 BY2732'ABOUT 1-1/2 FEET BELOW THE GROUND SURFACE.  THE UNDERGROUND
 BY2732'MARK IS IN EXCELLENT CONDITION, AND IS LOCATED ON THE LAND
 BY2732'OF A MR. BULLINGTON.  THIS IS THE LAND DESCRIBED IN THE OLD
 BY2732'DESCRIPTION AS BELONGING TO MR. C.M. CARON.  THERE IS EVIDENTLY
 BY2732'A TYPOGRAPHICAL ERROR IN THE OLD DESCRIPTION SINCE THE FORMER
 BY2732'OWNER WAS NAMED CARSON.  THE UNDERGROUND MARK IS LOCATED 36.5 FEET
 BY2732'N OF THE E AND W FENCE SEPARATING THE LAND OF MR. BULLINGTON
 BY2732'FROM THAT OF MR. TANKERSLEY.  IT IS DIRECTLY OPPOSITE A
 BY2732'POINT ON THIS FENCE LINE 12 FEET E OF TWO SMALL RED-OAK
 BY2732'TREES GROWING ON THE FENCE LINE.  THE UNDERGROUND MARK
 BY2732'LOCATION WAS STAKED OUT BY FOUR WOODEN STAKES WITH BITS OF
 BY2732'RED CLOTH ATTACHED, SO PLACED THAT WHEN CORDS ARE
 BY2732'STRETCHED BETWEEN DIAGONALLY OPPOSITE STAKES, THE INTERSECTION
 BY2732'OF THE CORDS MARK THE LOCATION OF THE UNDERGROUD MARK.  THE
 BY2732'REFERENCE MARK WAS RECOVERED AND IS IN GOOD CONDITION.
 BY2732'IT IS IN THE PASTURE OF MR. J.E. DAVIDSON, WHO OPERATES A
 BY2732'GROCERY STORE IN THE BUILDING THAT WAS FORMERLY THE LIBERTY
 BY2732'SCHOOLHOUSE.  THIS BUILDING HAS BEEN MOVED ABOUT 50 FEET E
 BY2732'OF ITS FORMER LOCATION.  THE REFERENCE MARK IS NEAR THE SW
 BY2732'CORNER OF MR. DAVIDSONS PASTURE NEXT TO HIS GARDEN.  IT
 BY2732'IS 2.5 FEET E OF THE N-S FENCE OF DAVIDSONS PASTURE, AND
 BY2732'23 FEET N OF THE E AND W FENCE SEPARATING DAVIDSONS PASTURE
 BY2732'FROM HIS GARDEN.  THE REFERENCE MARK WAS FOUND BURIED, AND
 BY2732'IS LIKELY TO AGAIN BECOME COVERED.  THE ANGLE, MEASURED
 BY2732'CLOCKWISE AT THE REFERENCE STATION, FROM THE NE CORNER OF
 BY2732'THE DAVIDSON STORE BUILDING TO THE UNDERGROUND MARK WAS MEASURED
 BY2732'AND FOUND TO BE N 82 DEG 30 MIN E.  THE DISTANCE FROM THE
 BY2732'REFERENCE MARK TO THE UNDERGROUND MARK IS 171 FEET.
 BY2732'
 BY2732'DAVIDSONS STORE IS A WHITE BUILDING ON THE W SIDE OF THE OLD
 BY2732'JACKSONVILLE-RUSK ROAD, ABOUT FIVE MILES FROM JACKSONVILLE.
 BY2732
 BY2732                          STATION RECOVERY (1935)
 BY2732
 BY2732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 BY2732'STATION UNDERGROUND MARK WAS RECOVERED AS DESCRIBED IN GOOD
 BY2732'CONDITION.  THE SURFACE MARK, A STANDARD CONCRETE MARKER
 BY2732'ABOUT 15 INCHES SQUARE AND 2.5 FEET LONG WAS FOUND ON ITS
 BY2732'SIDE, NEAR STATION SITE.  ABOUT 5 MILES S OF JACKSONVILLE,
 BY2732'TEXAS ON OLD JACKSONVILLE TO RUSK ROAD.  125 METERS (410 FEET)
 BY2732'W OF IT.  (SCHOOL BUILDING NOTED IN ORIGINAL DESCRIPTION HAS
 BY2732'BEEN MOVED OR DISMANTLED.) ON LAND BELONGING TO MR. BULLINGTON
 BY2732'AND ADJACENT TO LAND OF MR. J.E. DAVIDSON, WHO HAS A FILLING
 BY2732'STATION AND GROCERY STORE IN THE BUILDING WHICH WAS FORMERLY
 BY2732'THE LIBERTY SCHOOLHOUSE (THIS HAS APPARENTLY BEEN MOVED TO W
 BY2732'SIDE OF ROAD).  THIS STATION WAS RE-MARKED, AS
 BY2732'FOLLOWS--UNDERGROUND MARK NOT DISTURBED.  SURFACE MARK RESET IN A
 BY2732'CONCRETE BASE (ON LAYER OF SAND ABOUT 6 INCHES THICK
 BY2732'ABOVE UNDERGROUND MARK) 18 INCHES THICK AND 30 INCHES SQUARE
 BY2732'WITH TOP ABOUT 8 INCHES ABOVE GROUND SURFACE.  ADDITIONAL
 BY2732'DISTANCES WERE TAKEN AS FOLLOWS--36.5 FEET N OF AN
 BY2732'E-AND-W FENCE, SEPARATING MR. BULLINGTONS LAND FROM LAND OWNED BY
 BY2732'MR. TANKERSLEY AND IS OPPOSITE A POINT ON THIS FENCE LINE 12
 BY2732'FEET E OF TWO SMALL RED OAK TREES ON FENCE LINE.  148
 BY2732'FEET NW OF JUNCTION OF E-AND-W FENCE AND N-AND-S FENCE.
 BY2732'
 BY2732'REFERENCE MARK NO. 1, 1919--RECOVERED AS DESCRIBED, IN GOOD
 BY2732'CONDITION, 52.4 FEET S OF FENCE CORNER, 23 FEET N OF FENCE CORNER
 BY2732'OF E-AND-W FENCE SEPARATING MR. DAVIDSONS PASTURE FROM HIS GARDEN
 BY2732'AND 1 METER (3 FEET) E OF N-AND-S WIRE FENCE.
 BY2732'
 BY2732'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK,
 BY2732'SET IN A 14- BY 14- BY 30-INCH CONCRETE PIER, ON E SIDE OF
 BY2732'OLD JACKSONVILLE TO RUSK ROAD AND 16.7 FEET E OF E SIDE
 BY2732'OF ROAD, 48.6 FEET NW OF NW CORNER OF A LARGE BRICK OVEN ON
 BY2732'N SIDE OF A LOG CABIN USED AS A LUNCH STAND AND FILLING STATION.
 BY2732'TOP OF REFERENCE PIER JUST ABOVE THE GROUND SURFACE IN A
 BY2732'GRASS PLOT.
 BY2732
 BY2732                          STATION RECOVERY (1937)
 BY2732
 BY2732'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BY2732'STATION AND REFERENCE MARKS RECOVERED AND FOUND TO BE IN GOOD
 BY2732'CONDITION.
 BY2732
 BY2732                          STATION RECOVERY (1942)
 BY2732
 BY2732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY2732'STATION FOUND WITH BOTH MARKS IN GOOD CONDITION.  THE JACKSONVILLE
 BY2732'TANK TO WHICH AN AZIMUTH WAS GIVEN WAS REMOVED IN 1939.
 BY2732'ROADS HAVE CHANGED SOMEWHAT IN THIS VICINITY SINCE 1919.
 BY2732'COMPLETE DESCRIPTION FOLLOWS--STATION IS ABOUT 3.5 MILES N OF
 BY2732'DIALVILLE, ABOUT 135 YARDS W OF THE DIALVILLE-JACKSONVILLE
 BY2732'ROAD.  IT IS IN A FIELD WHICH IS FARMED BY T.A. GEORGE.  IT IS
 BY2732'36 FEET N OF AN E AND W FENCE AND ABOUT 110 YARDS NW OF A
 BY2732'SMALL GROCERY STORE.  IT IS STAMPED SOUTH BASE 1919 AND
 BY2732'PROJECTS ABOUT 10 INCHES.  SURFACE AND UNDERGROUND MARKS ARE
 BY2732'STANDARD DISKS SET IN CONCRETE,
 BY2732'
 BY2732'THE REFERENCE MARK IS SE BY E OF THE STATION, 3 FEET E OF
 BY2732'A N AND S FENCE, 65 FEET S OF AN E AND W FENCE AND ABOUT 55
 BY2732'YARDS NW OF THE SMALL GROCERY STORE.  IT IS A STANDARD DISK
 BY2732'SET IN CONCRETE, STAMPED SOUTH BASE 1919 AND IS
 BY2732'ABOUT 3 INCHES UNDERGROUND.
 BY2732'
 BY2732'TO REACH THE STATION FROM THE DEPOT IN DIALVILLE GO N ON
 BY2732'PAVED ROAD FOR 3.3 MILES TO A SMALL GROCERY STORE ON THE LEFT.
 BY2732'STATION IS ABOUT 110 YARDS NW OF THIS STORE AT A POINT ABOUT
 BY2732'135 YARDS W OF THE ROAD.
 BY2732'
 BY2732'MEASUREMENTS MADE IN 1919--
 BY2732'
 BY2732'STATION TO REFERENCE MARK--52.08 METERS (170.9 FEET) IN
 BY2732'S 58 DEG 31 MIN E.  (CHECKED IN 1942.)
 BY2732'
 BY2732'ELEVATION OF STATION, 210.3 METERS (690 FEET).
 BY2732
 BY2732                          STATION RECOVERY (1949)
 BY2732
 BY2732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CFO)
 BY2732'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 BY2732'ORIGINAL DESCRIPTION IS ADEQUATE TO REACH STATION.
 BY2732
 BY2732                          STATION RECOVERY (1958)
 BY2732
 BY2732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2732'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 BY2732'2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 BY2732'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  IT WAS
 BY2732'IMPOSSIBLE TO MEASURE THE HORIZONTAL DISTANCE BECAUSE OF THE
 BY2732'CHANGE IN THE FENCES AND THE LONG DISTANCE OF REFERENCE MARK
 BY2732'NO. 2.  FOLLOWING IS A NEW DESCRIPTION.
 BY2732'
 BY2732'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF RUSK,
 BY2732'5 MILES SOUTH OF JACKSONVILLE AND 200 YARDS WEST OF FARM ROAD
 BY2732'347 NEAR THE HIGHEST PART OF THE HILL AND THE SOUTH EDGE OF
 BY2732'A CULTIVATED FIELD.  IT IS 90 FEET WEST-NORTHWEST OF THE
 BY2732'NORTHWEST CORNER OF A COW SHED AND 36 FEET NORTH OF AN EAST-WEST
 BY2732'FENCE LINE WHICH HAS TREES GROWING IN IT.  THE MARK PROJECTS 4
 BY2732'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED SOUTH
 BY2732'BASE 1919.
 BY2732'
 BY2732'REFERENCE MARK NO. 1 IS 60 YARDS NORTHWEST OF THE NORTHWEST
 BY2732'CORNER OF AN OLD STORE WHICH IS NOW BEING LIVED IN, 52 FEET
 BY2732'SOUTH OF AN EAST-WEST FENCE LINE AND 18 FEET SOUTHEAST OF
 BY2732'A BOARD CORRAL.  THE MARK IS 3 INCHES BELOW THE SURFACE OF
 BY2732'THE GROUND AND IS LIKELY TO BE COVERED UP.  IT IS STAMPED SOUTH
 BY2732'BASE 1919.
 BY2732'
 BY2732'REFERENCE MARK NO. 2 IS 54 FEET NORTH-NORTHWEST OF THE NORTHWEST
 BY2732'CORNER OF A LOG CABIN, 27 FEET EAST OF THE CENTER OF FARM ROAD
 BY2732'347 AND 12 FEET SOUTHEAST OF A LARGE OAK TREE.  THE MARK PROJECTS
 BY2732'1 INCH ABOVE THE SURFACE OF THE GROUND AND IS STAMPED SOUTH
 BY2732'BASE R.M. 2 1919.
 BY2732'
 BY2732'THE AZIMUTH MARK IS 40 FEET WEST-SOUTHWEST OF FARM ROAD 347,
 BY2732'2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT EAST-NORTHEAST
 BY2732'OF A FENCE.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 BY2732'GROUND AND IS STAMPED SOUTH BASE 1919 1958.
 BY2732'
 BY2732'TO REACH THE STATION FROM THE POST OFFICE IN JACKSONVILLE GO
 BY2732'SOUTH ON U.S. HIGHWAY 79 FOR 0.1 MILE TO WHERE THE HIGHWAY TURNS
 BY2732'RIGHT.  TURN RIGHT (LARISSA STREET) AND GO 0.15 MILE TO THE
 BY2732'JUNCTION WITH FARM ROAD 347.  TURN LEFT ON FARM ROAD 347 AND GO
 BY2732'1.35 MILES TO A FORK IN THE ROAD.  TAKE THE LEFT FORK (FARM
 BY2732'ROAD 347) AND GO 2.9 MILES TO A LOG CABIN ON THE LEFT AND A
 BY2732'WIRE GATE ON THE RIGHT.  (TO REACH THE AZIMUTH MARK CONTINUE
 BY2732'STRAIGHT AHEAD ON FARM ROAD 347 AND GO 0.4 MILE TO THE AZIMUTH
 BY2732'MARK ON THE RIGHT) TURN RIGHT THROUGH THE
 BY2732'WIRE GATE THEN LEFT FOLLOWING THE FENCE LINE SOUTH THEN WEST
 BY2732'FOR 0.1 MILE TO THE STATION.
 BY2732'
 BY2732'HEIGHT OF LIGHTS ABOVE THE STATION MARK 26.5 METERS
 BY2732
 BY2732                          STATION RECOVERY (1975)
 BY2732
 BY2732'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (CLJ)
 BY2732'JACKSONVILLE SOUTH BASE - GOOD
 BY2732'
 BY2732'R.M. 1 - GOOD
 BY2732'
 BY2732'AZIMUTH MARK - DESTROYED
 BY2732'
 BY2732'1958 DESCRIPTION IS ADEQUATE FOR LOCATING STATION.  AZIMUTH
 BY2732'MARK HAS BEEN DESTROYED IN CONSTRUCTION OF UNDERGROUND TELEPHONE
 BY2732'CABLE.
 BY2732
 BY2732                          STATION RECOVERY (2004)
 BY2732
 BY2732'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2726 ***********************************************************************
 BY2726  DESIGNATION -  JACKSONVILLE SW ELEC CO STACK
 BY2726  PID         -  BY2726
 BY2726  STATE/COUNTY-  TX/CHEROKEE
 BY2726  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2726
 BY2726                         *CURRENT SURVEY CONTROL
 BY2726  ___________________________________________________________________
 BY2726* NAD 83(1993)-  31 57 47.17406(N)    095 16 40.80785(W)     ADJUSTED  
 BY2726* NAVD 88     -                                                        
 BY2726  ___________________________________________________________________
 BY2726  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BY2726  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BY2726
 BY2726  HORZ ORDER  -  THIRD
 BY2726
 BY2726.The horizontal coordinates were established by classical geodetic methods
 BY2726.and adjusted by the National Geodetic Survey in February 1996..
 BY2726
 BY2726
 BY2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2726
 BY2726.The geoid height was determined by GEOID03.
 BY2726
 BY2726;                    North         East     Units Scale Factor Converg.
 BY2726;SPC TX C     - 3,265,442.862 1,177,731.546   MT  1.00002240   +2 36 13.7
 BY2726;SPC TX C     -10,713,373.79  3,863,940.91   sFT  1.00002240   +2 36 13.7
 BY2726;SPC TXNC     - 2,037,544.037   904,546.487   MT  1.00005149   +1 45 26.1
 BY2726;SPC TXNC     - 6,684,842.39  2,967,666.27   sFT  1.00005149   +1 45 26.1
 BY2726;UTM  15      - 3,538,612.310   284,719.280   MT  1.00017160   -1 12 23.0
 BY2726
 BY2726                          SUPERSEDED SURVEY CONTROL
 BY2726
 BY2726  NAD 83(1986)-  31 57 47.18360(N)    095 16 40.79354(W) AD(       ) 4
 BY2726  NAD 27      -  31 57 46.58200(N)    095 16 39.97900(W) AD(       ) 3
 BY2726
 BY2726.Superseded values are not recommended for survey control.
 BY2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2726.See file dsdata.txt to determine how the superseded data were derived.
 BY2726
 BY2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR8471938612(NAD 83)
 BY2726_MARKER: 63 = STACK
 BY2726
 BY2726  HISTORY     - Date     Condition        Report By
 BY2726  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2726  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY2726  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY2726
 BY2726                          STATION DESCRIPTION
 BY2726
 BY2726'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2726'STATION IS LOCATED IN THE WEST PART OF JACKSONVILLE.  IT IS
 BY2726'ABOUT 300 FEET WEST OF PATTON STREET AND ABOUT 200 FEET SOUTH
 BY2726'OF ALABAMA AVENUE.  IT IS A CEMENT STACK, SILVER IN COLOR,
 BY2726'AND HAS AN OVERALL HEIGHT OF 200 FEET.
 BY2726'
 BY2726'THE TOP AND CENTER WAS THE POINT INTERSECTED.
 BY2726
 BY2726                          STATION RECOVERY (1996)
 BY2726
 BY2726'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2726'MARK NOT FOUND.
 BY2726
 BY2726                          STATION RECOVERY (2004)
 BY2726
 BY2726'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2731 ***********************************************************************
 BY2731  DESIGNATION -  JACKSONVILLE TV SERV INC MAST
 BY2731  PID         -  BY2731
 BY2731  STATE/COUNTY-  TX/CHEROKEE
 BY2731  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2731
 BY2731                         *CURRENT SURVEY CONTROL
 BY2731  ___________________________________________________________________
 BY2731* NAD 83(1993)-  31 59 17.06168(N)    095 18 11.68183(W)     ADJUSTED  
 BY2731* NAVD 88     -                                                        
 BY2731  ___________________________________________________________________
 BY2731  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BY2731  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BY2731
 BY2731  HORZ ORDER  -  THIRD
 BY2731
 BY2731.The horizontal coordinates were established by classical geodetic methods
 BY2731.and adjusted by the National Geodetic Survey in February 1996..
 BY2731
 BY2731
 BY2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2731
 BY2731.The geoid height was determined by GEOID03.
 BY2731
 BY2731;                    North         East     Units Scale Factor Converg.
 BY2731;SPC TX C     - 3,268,100.666 1,175,222.565   MT  1.00002982   +2 35 26.9
 BY2731;SPC TX C     -10,722,093.60  3,855,709.37   sFT  1.00002982   +2 35 26.9
 BY2731;SPC TXNC     - 2,040,238.694   902,077.012   MT  1.00004340   +1 44 36.6
 BY2731;SPC TXNC     - 6,693,683.12  2,959,564.33   sFT  1.00004340   +1 44 36.6
 BY2731;UTM  15      - 3,541,431.416   282,392.136   MT  1.00018402   -1 13 14.2
 BY2731
 BY2731                          SUPERSEDED SURVEY CONTROL
 BY2731
 BY2731  NAD 83(1986)-  31 59 17.07127(N)    095 18 11.66745(W) AD(       ) 4
 BY2731  NAD 27      -  31 59 16.47100(N)    095 18 10.85000(W) AD(       ) 3
 BY2731
 BY2731.Superseded values are not recommended for survey control.
 BY2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2731.See file dsdata.txt to determine how the superseded data were derived.
 BY2731
 BY2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR8239241431(NAD 83)
 BY2731_MARKER: 42 = RADIO/TV MAST
 BY2731
 BY2731  HISTORY     - Date     Condition        Report By
 BY2731  HISTORY     - 1958     FIRST OBSERVED   CGS
 BY2731  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 BY2731
 BY2731                          STATION DESCRIPTION
 BY2731
 BY2731'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 BY2731'STATION IS LOCATED ABOUT 2 MILES WEST OF JACKSONVILLE.  IT IS
 BY2731'A STEEL MAST 550 FEET IN HEIGHT.
 BY2731'
 BY2731'THE TOP OF THE MAST WAS THE POINT INTERSECTED.
 BY2731'
 BY2731'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 BY2731'NUMBER 175 AND 69 IN THE NORTH SECTION OF JACKSONVILLE, GO
 BY2731'WEST ON U.S. HIGHWAY NUMBER 175 FOR 2.0 MILE TO A SAW MILL
 BY2731'AND STATION ABOUT 0.3 MILE NORTH IN FIELD.
 BY2731
 BY2731                          STATION RECOVERY (2004)
 BY2731
 BY2731'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0570 ***********************************************************************
 AO0570  DESIGNATION -  JACOB
 AO0570  PID         -  AO0570
 AO0570  STATE/COUNTY-  TX/LIVE OAK
 AO0570  USGS QUAD   -  WILLOW HOLLOW TANK (1965)
 AO0570
 AO0570                         *CURRENT SURVEY CONTROL
 AO0570  ___________________________________________________________________
 AO0570* NAD 83(1993)-  28 34 09.34427(N)    098 20 00.00579(W)     ADJUSTED  
 AO0570* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 AO0570  ___________________________________________________________________
 AO0570  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AO0570  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AO0570
 AO0570  HORZ ORDER  -  THIRD
 AO0570
 AO0570.The horizontal coordinates were established by classical geodetic methods
 AO0570.and adjusted by the National Geodetic Survey in February 1996..
 AO0570
 AO0570.The orthometric height was scaled from a topographic map.
 AO0570
 AO0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0570
 AO0570.The geoid height was determined by GEOID03.
 AO0570
 AO0570;                    North         East     Units Scale Factor Converg.
 AO0570;SPC TXSC     - 4,081,748.762   665,223.091   MT  0.99995183   +0 19 35.8
 AO0570;SPC TXSC     -13,391,537.40  2,182,486.09   sFT  0.99995183   +0 19 35.8
 AO0570;UTM  14      - 3,160,446.501   565,201.300   MT  0.99965246   +0 19 07.8
 AO0570
 AO0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0570!SPC TXSC     -   0.99998711  x   0.99995183  =   0.99993894
 AO0570!UTM  14      -   0.99998711  x   0.99965246  =   0.99963958
 AO0570
 AO0570|---------------------------------------------------------------------|
 AO0570| PID    Reference Object                     Distance      Geod. Az  |
 AO0570|                                                           dddmmss.s |
 AO0570| CV5269 JACOB RM 1                           19.113 METERS 08231     |
 AO0570| CV5268 JACOB AZ MK                                        2845104.6 |
 AO0570| CV5270 JACOB RM 2                           22.850 METERS 32311     |
 AO0570|---------------------------------------------------------------------|
 AO0570
 AO0570                          SUPERSEDED SURVEY CONTROL
 AO0570
 AO0570  NAD 83(1986)-  28 34 09.34940(N)    098 19 59.98379(W) AD(       ) 3
 AO0570  NAD 27      -  28 34 08.39400(N)    098 19 58.94700(W) AD(       ) 3
 AO0570
 AO0570.Superseded values are not recommended for survey control.
 AO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0570.See file dsdata.txt to determine how the superseded data were derived.
 AO0570
 AO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS6520160447(NAD 83)
 AO0570_MARKER: DS = TRIANGULATION STATION DISK
 AO0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0570
 AO0570  HISTORY     - Date     Condition        Report By
 AO0570  HISTORY     - 1953     MONUMENTED       CGS
 AO0570
 AO0570                          STATION DESCRIPTION
 AO0570
 AO0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0570'THE STATION IS LOCATED ABOUT 12 MI. NW OF THREE RIVERS, 6 MI.
 AO0570'SW OF WHITSETT AND CLOSE TO THE LIVE OAK-MC MULLEN COUNTY
 AO0570'LINE.  PROPERTY OWNER--MRS. J.K. NEW, WHITSETT, TEXAS
 AO0570'
 AO0570'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WHITSETT.
 AO0570'GO SW ON THE MAIN DIRT ROAD FOR 5.6 MI. TO A SIDE ROAD LEFT.
 AO0570'TURN LEFT AND GO S ON A DIRT ROAD FOR 1.6 MI. TO A SIDE ROAD
 AO0570'LEFT.  TURN LEFT AND GO E FOR 0.15 MI. TO THE AZIMUTH MARK
 AO0570'ON THE LEFT, NORTH SIDE OF ROAD.  CONTINUE STRAIGHT AHEAD
 AO0570'FOR 0.55 MI. TO SOME RANCH BUILDINGS AND STATION SITE.
 AO0570'
 AO0570'THE STATION MARK IS A STANDARD DISK STAMPED JACOB 1953 AND IS
 AO0570'SET FLUSH WITH THE GROUND.  IT IS 161 FEET W OF THE SW CORNER
 AO0570'OF A STONE HOUSE, 50 FEET NE OF A 14 INCH TRIANGULAR BLAZED
 AO0570'OAK TREE AND 42 FEET S OF THE SW CORNER OF A BOARD CORRAL
 AO0570'FENCE.
 AO0570'
 AO0570'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED JACOB NO 1 1953
 AO0570'AND PROJECTS 5 INCHES.  THE MARK IS 30 FEET SW OF THE SW CORNER
 AO0570'OF A WOODEN HOUSE AND 2 FEET E OF A FENCE CORNER.
 AO0570'
 AO0570'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED JACOB NO 2
 AO0570'1953 AND PROJECTS 5 INCHES.  THE MARK IS 29 FEET E OF THE SW
 AO0570'CORNER OF A POLE CORRAL AND 1 FOOT S OF THE CORRAL FENCE.
 AO0570'
 AO0570'THE AZIMUTH MARK IS STAMPED JACOB 1953 AND PROJECTS 5 INCHES.
 AO0570'THE MARK IS 83 FEET W OF A TELEPHONE POLE, 25 FEET N OF THE
 AO0570'CENTER OF A DIRT ROAD AND 1 FOOT N OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0699 ***********************************************************************
 EN0699  DESIGNATION -  JACOB
 EN0699  PID         -  EN0699
 EN0699  STATE/COUNTY-  TX/COTTLE
 EN0699  USGS QUAD   -  MOONS CAMP (1981)
 EN0699
 EN0699                         *CURRENT SURVEY CONTROL
 EN0699  ___________________________________________________________________
 EN0699* NAD 83(1993)-  34 03 27.80692(N)    100 11 10.18862(W)     ADJUSTED  
 EN0699* NAVD 88     -       538.     (meters)    1765.     (feet)  SCALED    
 EN0699  ___________________________________________________________________
 EN0699  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 EN0699  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 EN0699
 EN0699  HORZ ORDER  -  THIRD
 EN0699
 EN0699.The horizontal coordinates were established by classical geodetic methods
 EN0699.and adjusted by the National Geodetic Survey in February 1996..
 EN0699
 EN0699.The orthometric height was scaled from a topographic map.
 EN0699
 EN0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0699
 EN0699.The geoid height was determined by GEOID03.
 EN0699
 EN0699;                    North         East     Units Scale Factor Converg.
 EN0699;SPC TXNC     - 2,266,409.309   444,332.126   MT  1.00002667   -0 55 10.6
 EN0699;SPC TXNC     - 7,435,711.21  1,457,779.65   sFT  1.00002667   -0 55 10.6
 EN0699;UTM  14      - 3,769,190.986   390,531.583   MT  0.99974772   -0 39 51.7
 EN0699
 EN0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0699!SPC TXNC     -   0.99991991  x   1.00002667  =   0.99994658
 EN0699!UTM  14      -   0.99991991  x   0.99974772  =   0.99966765
 EN0699
 EN0699|---------------------------------------------------------------------|
 EN0699| PID    Reference Object                     Distance      Geod. Az  |
 EN0699|                                                           dddmmss.s |
 EN0699| CX8386 JACOB RM 1                           13.138 METERS 00813     |
 EN0699| EN0710 PADUCAH TV SIGNAL SERVICE MST       APPROX.12.9 KM 2441824.0 |
 EN0699| CX8385 JACOB AZ MK                                        2470620.1 |
 EN0699| EN0705 PADUCAH MUNICIPAL TANK              APPROX.12.5 KM 2474551.5 |
 EN0699| CX8387 JACOB RM 2                           14.524 METERS 24848     |
 EN0699| EN0709 PADUCAH PANHANDLE CO TANK           APPROX.11.4 KM 2495300.3 |
 EN0699|---------------------------------------------------------------------|
 EN0699
 EN0699                          SUPERSEDED SURVEY CONTROL
 EN0699
 EN0699  NAD 83(1993)-  34 03 27.80812(N)    100 11 10.18865(W) AD(       ) 3
 EN0699  NAD 83(1986)-  34 03 27.81268(N)    100 11 10.18096(W) AD(       ) 3
 EN0699  NAD 27      -  34 03 27.53588(N)    100 11 08.78156(W) AD(       ) 3
 EN0699
 EN0699.Superseded values are not recommended for survey control.
 EN0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0699.See file dsdata.txt to determine how the superseded data were derived.
 EN0699
 EN0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC9053269191(NAD 83)
 EN0699_MARKER: DS = TRIANGULATION STATION DISK
 EN0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0699
 EN0699  HISTORY     - Date     Condition        Report By
 EN0699  HISTORY     - 1967     MONUMENTED       CGS
 EN0699
 EN0699                          STATION DESCRIPTION
 EN0699
 EN0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0699'THE STATION IS ABOUT 7-1/2 MILES EAST-NORTHEAST OF PADUCAH AND ON THE
 EN0699'NORTH SIDE OF U.S. HIGHWAY 70.
 EN0699'
 EN0699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83-62-70 IN
 EN0699'PADUCAH, GO EASTERLY ON U.S. HIGHWAY 70 FOR 3.6 MILES TO ITS
 EN0699'JUNCTION WITH FARM ROAD 104.  CONTINUE EASTERLY ON U.S. HIGHWAY 70
 EN0699'FOR 2.75 MILES TO A ROAD SIDE REST AREA ON THE RIGHT.  CONTINUE
 EN0699'EASTERLY FOR 0.6 MILE TO THE AZIMUTH MARK ON THE SOUTH RIGHT OF
 EN0699'WAY AT A SIDEROAD RIGHT.  CONTINUE EASTERLY FOR 0.35 MILE TO THE
 EN0699'STATION MARK ON THE LEFT.
 EN0699'
 EN0699'THE STATION MARK IS A STANDARD DISK STAMPED JACOB 1967, SET IN THE
 EN0699'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3
 EN0699'INCHES ABOVE THE GROUND SURFACE.  IT IS 199.0 FEET WEST OF THE
 EN0699'CENTER OF A WIRE GATE, 64 FEET NORTH OF THE CENTERLINE OF U.S.
 EN0699'HIGHWAY 70, 3.5 FEET WEST OF A WITNESS POST AND 3.2 FEET NORTH OF
 EN0699'A FENCE.  THE UNDERGROUND MARK IS SET 40 INCHES BELOW THE GROUND
 EN0699'SURFACE.
 EN0699'
 EN0699'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JACOB NO 1 1967, SET IN
 EN0699'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0699'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 107.0 FEET NORTH
 EN0699'OF THE CENTERLINE OF U.S. HIGHWAY 70, 45.9 FEET NORTH OF THE
 EN0699'WITNESS POST, 45.5 FEET NORTH OF THE FENCE AND ABOUT THE SAME
 EN0699'ELEVATION AS THE STATION MARK.
 EN0699'
 EN0699'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JACOB NO 2 1967, SET IN
 EN0699'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0699'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 62.0 FEET NORTH
 EN0699'OF THE CENTERLINE OF U.S. HIGHWAY 70, 46.7 FEET WEST OF THE WITNESS
 EN0699'POST, 1.3 FEET NORTH OF THE FENCE AND ABOUT THE SAME ELEVATION
 EN0699'AS THE STATION MARK.
 EN0699'
 EN0699'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JACOB 1967, SET IN THE
 EN0699'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 EN0699'INCHES ABOVE THE GROUND SURFACE.  IT IS 61.0 FEET SOUTH OF THE
 EN0699'CENTERLINE OF U.S. HIGHWAY 70, 34.0 FEET WEST OF THE CENTERLINE
 EN0699'OF A GRAVELED ROAD, 1.6 FEET SOUTH OF A WITNESS POST AND 1.2 FEET
 EN0699'NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0888 ***********************************************************************
 CB0888  DESIGNATION -  JACOBS
 CB0888  PID         -  CB0888
 CB0888  STATE/COUNTY-  TX/TOM GREEN
 CB0888  USGS QUAD   -  HULLDALE (1987)
 CB0888
 CB0888                         *CURRENT SURVEY CONTROL
 CB0888  ___________________________________________________________________
 CB0888* NAD 83(1993)-  31 07 12.02670(N)    100 30 34.99329(W)     ADJUSTED  
 CB0888* NAVD 88     -       679.78   (+/-2cm)    2230.2    (feet)  VERTCON   
 CB0888  ___________________________________________________________________
 CB0888  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CB0888  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CB0888
 CB0888  HORZ ORDER  -  FIRST
 CB0888  VERT ORDER  -  THIRD ? (See Below)
 CB0888
 CB0888.The horizontal coordinates were established by classical geodetic methods
 CB0888.and adjusted by the National Geodetic Survey in February 1996..
 CB0888
 CB0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0888.The vertical order pertains to the NGVD 29 superseded value.
 CB0888
 CB0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0888
 CB0888.The geoid height was determined by GEOID03.
 CB0888
 CB0888;                    North         East     Units Scale Factor Converg.
 CB0888;SPC TX C     - 3,161,123.650   683,177.381   MT  0.99988388   -0 05 27.1
 CB0888;SPC TX C     -10,371,119.84  2,241,391.12   sFT  0.99988388   -0 05 27.1
 CB0888;UTM  14      - 3,443,882.241   356,045.935   MT  0.99985561   -0 46 49.5
 CB0888
 CB0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0888!SPC TX C     -   0.99989690  x   0.99988388  =   0.99978079
 CB0888!UTM  14      -   0.99989690  x   0.99985561  =   0.99975252
 CB0888
 CB0888|---------------------------------------------------------------------|
 CB0888| PID    Reference Object                     Distance      Geod. Az  |
 CB0888|                                                           dddmmss.s |
 CB0888| CV5272 JACOBS RM 1                          23.996 METERS 04523     |
 CB0888| CV5273 JACOBS RM 2                          36.814 METERS 13852     |
 CB0888| CV5271 JACOBS AZ MK                                       1815037.1 |
 CB0888| CB0887 CRISTOVAL HALLIBURTON MAST          APPROX. 9.7 KM 3015015.9 |
 CB0888|---------------------------------------------------------------------|
 CB0888
 CB0888                          SUPERSEDED SURVEY CONTROL
 CB0888
 CB0888  NAD 83(1986)-  31 07 12.03382(N)    100 30 34.97853(W) AD(       ) 1
 CB0888  NAD 27      -  31 07 11.42400(N)    100 30 33.63700(W) AD(       ) 1
 CB0888  NGVD 29 (07/19/86)  679.59   (m)         2229.6    (f) LEVELING    3  
 CB0888
 CB0888.Superseded values are not recommended for survey control.
 CB0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0888.See file dsdata.txt to determine how the superseded data were derived.
 CB0888
 CB0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV5604643882(NAD 83)
 CB0888_MARKER: DS = TRIANGULATION STATION DISK
 CB0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0888_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0888
 CB0888  HISTORY     - Date     Condition        Report By
 CB0888  HISTORY     - 1935     MONUMENTED       CGS
 CB0888  HISTORY     - 1937     GOOD             TXHD
 CB0888  HISTORY     - 1939     GOOD             TXGS
 CB0888  HISTORY     - 1968     GOOD             CGS
 CB0888
 CB0888                          STATION DESCRIPTION
 CB0888
 CB0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0888'STATION IS ON THE LAND OF A MRS. JACOBS, ABOUT 5 MILES S
 CB0888'OF CHRISTOVAL AND ABOUT 2 MILES N OF THE TOM GREEN-SCHLEICHER
 CB0888'COUNTY LINE.
 CB0888'
 CB0888'SURFACE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN THE
 CB0888'TOPS OF CONCRETE CYLINDERS.
 CB0888'
 CB0888'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 CB0888'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 CB0888'
 CB0888'REFERENCE MARK NO. 1 IS NE OF STATION AND IS FLUSH WITH THE
 CB0888'GROUND.
 CB0888'
 CB0888'REFERENCE MARK NO. 2 IS SE OF STATION AND FLUSH WITH THE GROUND.
 CB0888'
 CB0888'AZIMUTH MARK (LA PLACE) IS 3.8 MILES S OF STATION.  TO REACH,
 CB0888'GO S ON U.S. HIGHWAY 277 FOR 3.85 MILES TO MARK ON RIGHT W.
 CB0888'MARK IS 40 FEET W OF CENTER LINE OF ROAD, 3 FEET E OF
 CB0888'FENCE, 31 FEET N OF HIGHWAY RIGHT-OF-WAY MONUMENT, AND PROJECTS
 CB0888'7 INCHES.
 CB0888'
 CB0888'TO REACH FROM THE SANTA FE RAILROAD STATION IN CHRISTOVAL,
 CB0888'GO S ON U.S. HIGHWAY 277 FOR 5.55 MILES TO STATION ON TOP
 CB0888'OF KNOLL ABOUT 500 FEET E OF HIGHWAY AND ABOUT 100 FEET W
 CB0888'OF POWER LINE.  MARK IS FLUSH WITH THE GROUND.
 CB0888'
 CB0888'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 CB0888
 CB0888                          STATION RECOVERY (1937)
 CB0888
 CB0888'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0888'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 CB0888'GOOD CONDITION EXCEPT THAT REFERENCE MARKS WERE IN OUTCROPPING
 CB0888'BEDROCK.  DESCRIPTION FOR LOCATING STATION IS GOOD.
 CB0888
 CB0888                          STATION RECOVERY (1939)
 CB0888
 CB0888'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 CB0888'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CB0888
 CB0888                          STATION RECOVERY (1968)
 CB0888
 CB0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0888'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND
 CB0888'IN GOOD CONDITION.  THE AZIMUTH MARK WAS HIT BY ROAD MACHINERY AND
 CB0888'WAS FOUND SLIGHTLY TILTED.  A SMALL CHIP WAS KNOCKED OFF THE CORNER
 CB0888'OF THE MARK, BUT THE MARK WAS FOUND TO BE SOLID AT THIS TIME.  DUE
 CB0888'TO CHANGES IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 CB0888'
 CB0888'THE STATION IS LOCATED ABOUT 19 MILES NORTH OF ELDORADO, 5 MILES
 CB0888'SOUTH OF CHRISTOVAL, ON THE HIGHEST POINT OF A ROCKY AND BRUSH
 CB0888'COVERED HILL AND ON PROPERTY OWNED BY MR. FORD M. BOULWAVE.
 CB0888'
 CB0888'TO REACH THE STATION FROM THE POST OFFICE IN CHRISTOVAL, GO SOUTH
 CB0888'ON U.S. HIGHWAY 277 FOR 4.5 MILES TO A SIDE ROAD LEFT.  CONTINUE
 CB0888'SOUTH ON U.S. HIGHWAY 277 FOR 0.7 MILE TO A GATE ON THE
 CB0888'LEFT.  (CONTINUE SOUTH ON U.S. HIGHWAY 277 FOR 4.05 MILES TO THE
 CB0888'AZIMUTH MARK ON THE RIGHT.) TURN LEFT PASS THROUGH GATE, TURN
 CB0888'SHARP RIGHT AND GO SOUTH ON THE EAST SIDE OF A FENCE FOR 0.1
 CB0888'MILE.  TURN LEFT AND GO EAST UP ROCKY HILL FOR 0.1 MILE TO THE
 CB0888'HIGHEST POINT OF THE HILL AND THE STATION.
 CB0888'
 CB0888'THE STATION MARK IS A STANDARD DISK, STAMPED JACOBS 1935, SET IN
 CB0888'THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS FLUSH WITH THE
 CB0888'GROUND SURFACE.  IT IS 6.9 FEET EAST OF A METAL WITNESS POST WITH
 CB0888'SIGN ATTACHED.
 CB0888'
 CB0888'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JACOBS NO 1 1935,
 CB0888'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 CB0888'WITH THE GROUND SURFACE.  IT IS 85.7 FEET NORTHEAST OF THE METAL
 CB0888'WITNESS POST AND SIGN.
 CB0888'
 CB0888'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JACOBS NO 2 1935,
 CB0888'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 CB0888'WITH THE GROUND SURFACE.  IT IS 123 FEET SOUTHEAST OF THE METAL
 CB0888'WITNESS POST AND SIGN.
 CB0888'
 CB0888'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED AZI
 CB0888'JACOBS 1935, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 CB0888'THAT PROJECTS 12-INCHES.  IT IS 79 FEET WEST OF THE CENTER OF
 CB0888'U.S. HIGHWAY 277, 14.8 FEET NORTH-NORTHEAST OF A POWER LINE POLE
 CB0888'AND 4.5 FEET EAST OF A WIRE FENCE.
 CB0888'
 CB0888'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CB0888'5 MILES SOUTH OF CHRISTOVAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1136 ***********************************************************************
 CA1136  DESIGNATION -  JACOBY
 CA1136  PID         -  CA1136
 CA1136  STATE/COUNTY-  TX/MENARD
 CA1136  USGS QUAD   -  EDEN SW (1987)
 CA1136
 CA1136                         *CURRENT SURVEY CONTROL
 CA1136  ___________________________________________________________________
 CA1136* NAD 83(1993)-  31 01 44.48493(N)    099 54 56.84684(W)     ADJUSTED  
 CA1136* NAVD 88     -       697.56   (+/-2cm)    2288.6    (feet)  VERTCON   
 CA1136  ___________________________________________________________________
 CA1136  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 CA1136  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CA1136
 CA1136  HORZ ORDER  -  FIRST
 CA1136  VERT ORDER  -  THIRD ? (See Below)
 CA1136
 CA1136.The horizontal coordinates were established by classical geodetic methods
 CA1136.and adjusted by the National Geodetic Survey in February 1996..
 CA1136
 CA1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1136.The vertical order pertains to the NGVD 29 superseded value.
 CA1136
 CA1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1136
 CA1136.The geoid height was determined by GEOID03.
 CA1136
 CA1136;                    North         East     Units Scale Factor Converg.
 CA1136;SPC TX C     - 3,151,098.860   739,860.207   MT  0.99988186   +0 12 54.2
 CA1136;SPC TX C     -10,338,230.18  2,427,358.03   sFT  0.99988186   +0 12 54.2
 CA1136;UTM  14      - 3,433,178.560   412,597.794   MT  0.99969423   -0 28 19.5
 CA1136
 CA1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1136!SPC TX C     -   0.99989409  x   0.99988186  =   0.99977597
 CA1136!UTM  14      -   0.99989409  x   0.99969423  =   0.99958836
 CA1136
 CA1136|---------------------------------------------------------------------|
 CA1136| PID    Reference Object                     Distance      Geod. Az  |
 CA1136|                                                           dddmmss.s |
 CA1136| CV5277 JACOBY RM 3                          15.258 METERS 07839     |
 CA1136| CV5276 JACOBY RM 2                          35.843 METERS 09557     |
 CA1136| CV5274 JACOBY AZ MK                                       2694153.9 |
 CA1136| CA1135 LACKEY                              APPROX. 2.2 KM 3062131.6 |
 CA1136| CV5275 JACOBY RM 1                          32.013 METERS 35401     |
 CA1136|---------------------------------------------------------------------|
 CA1136
 CA1136                          SUPERSEDED SURVEY CONTROL
 CA1136
 CA1136  NAD 83(1986)-  31 01 44.49212(N)    099 54 56.83241(W) AD(       ) 1
 CA1136  NAD 27      -  31 01 43.88000(N)    099 54 55.56300(W) AD(       ) 1
 CA1136  NGVD 29 (07/19/86)  697.44   (m)         2288.2    (f) LEVELING    3  
 CA1136
 CA1136.Superseded values are not recommended for survey control.
 CA1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1136.See file dsdata.txt to determine how the superseded data were derived.
 CA1136
 CA1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV1259833179(NAD 83)
 CA1136_MARKER: DS = TRIANGULATION STATION DISK
 CA1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1136_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1136
 CA1136  HISTORY     - Date     Condition        Report By
 CA1136  HISTORY     - 1935     MONUMENTED       CGS
 CA1136  HISTORY     - 1937     GOOD             TXHD
 CA1136  HISTORY     - 1938     GOOD             TXGS
 CA1136  HISTORY     - 1958     GOOD             CGS
 CA1136  HISTORY     - 1971     GOOD             NGS
 CA1136  HISTORY     - 1974     GOOD             TXHD
 CA1136
 CA1136                          STATION DESCRIPTION
 CA1136
 CA1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CA1136'STATION IS ON LAND OF J.E. JACOBY, ABOUT 13 MILES S OF W OF
 CA1136'CALLAN, AND ABOUT 11 MILES NW OF MENARD.
 CA1136'
 CA1136'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CA1136'DISKS SET IN CONCRETE.
 CA1136'
 CA1136'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN DRILL HOLE
 CA1136'IN OUTCROPPING BEDROCK.
 CA1136'
 CA1136'REFERENCE MARK NO. 1 IS N OF THE STATION, AND PROJECTS 4 INCHES.
 CA1136'
 CA1136'REFERENCE MARK NO. 2 IS E OF THE STATION, 1 FOOT N OF FENCE,
 CA1136'36 FEET N OF THE CENTER LINE OF ROAD, AND PROJECTS 6 INCHES.
 CA1136'
 CA1136'AZIMUTH MARK IS W OF THE STATION, 20 FEET S OF THE CENTER
 CA1136'LINE OF ROAD, 2 FEET N OF FENCE.  TO REACH, GO W FOR 1.2
 CA1136'MILES TO MARK ON LEFT, (S).
 CA1136'
 CA1136'TO REACH FROM BEVANS HOTEL IN MENARD, GO W ON MAIN STREET
 CA1136'FOR 0.15 MILE, TURN RIGHT N ONTO U.S. HIGHWAY 83, GO 7.35
 CA1136'MILES, TAKE LEFT FORK W, GO 6.2 MILES TO TOP OF GRADE AND
 CA1136'STATION ON RIGHT (N).
 CA1136'
 CA1136'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 CA1136
 CA1136                          STATION RECOVERY (1937)
 CA1136
 CA1136'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CA1136'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 CA1136'CONDITION.
 CA1136
 CA1136                          STATION RECOVERY (1938)
 CA1136
 CA1136'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1938
 CA1136'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CA1136
 CA1136                          STATION RECOVERY (1958)
 CA1136
 CA1136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JM)
 CA1136'DID NOT VISIT STATION.  TALKED TO MR. J.E. JACOBY ON WHOSE
 CA1136'LAND STATION IS LOCATED AND HE SAID STATION AND REFERENCE
 CA1136'MARKERS WERE STILL IN GOOD CONDITION.
 CA1136
 CA1136                          STATION RECOVERY (1971)
 CA1136
 CA1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 CA1136'THE STATION IS LOCATED 11 MILES NORTHWEST OF MENARD, TEXAS,
 CA1136'ON THE NORTH RIGHT-OF-WAY OF FARM TO MARKET ROAD 3142.  38 FEET
 CA1136'NORTH OF THE CENTER LINE OF HIGHWAY AND 12 FEET SOUTH OF A
 CA1136'USC AND GS WITNESS SIGN MOUNTED ON THE NORTH RIGHT-OF-WAY
 CA1136'FENCE.
 CA1136'
 CA1136'TO REACH FROM MENARD, TEXAS, GO 6.9 MILES NORTH ON U.S. HIGHWAY
 CA1136'83 TO FARM TO MARKET ROAD 3142 LEFT (WEST), GO 6.6 MILES
 CA1136'WEST ON FARM TO MARKET ROAD 3142 TO STATION SITE ON THE RIGHT.
 CA1136'
 CA1136'STATION MARK--A STANDARD BRONZE DISK SET IN A CONCRETE POST
 CA1136'PROJECTING 0.3 FOOT AND STAMPED JACOBY 1935.
 CA1136'
 CA1136'REFERENCE MARK NO. 1--A STANDARD BRONZE DISK SET IN A CONCRETE
 CA1136'POST PROJECTING 0.3 FOOT AND STAMPED JACOBY NO. 1 1935.
 CA1136'
 CA1136'REFERENCE MARK NO. 2--DESTROYED BY HIGHWAY CONSTRUCTION.
 CA1136'
 CA1136'REFERENCE MARK NO. 3--A STANDARD USGS BRONZE REFERENCE MARK
 CA1136'TABLET SOLDERED TO A COPPER COATED STEEL ROD DRIVEN 5 FEET,
 CA1136'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT
 CA1136'LONG, FILLED WITH GRAVEL.  THE TABLET IS 1 FOOT SOUTH OF
 CA1136'NORTH RIGHT-OF-WAY FENCE, FLUSH WITH GROUND AND IS STAMPED
 CA1136'JACOBY CGS 1935 NO. 3 1971.
 CA1136'
 CA1136'STATION LACKEY USC AND GS 1935 IS VISIBLE FROM THE GROUND
 CA1136'AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1136'
 CA1136'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 CA1136
 CA1136                          STATION RECOVERY (1974)
 CA1136
 CA1136'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (CLJ)
 CA1136'JACOBY 1935-GOOD
 CA1136'
 CA1136'AZIMUTH MARK-GOOD
 CA1136'
 CA1136'REFERENCE MARKS-NOT SEARCHED FOR
 CA1136'
 CA1136'1971 DESCRIPTION IS ADEQUATE FOR RECOVERY OF ALL MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2798 ***********************************************************************
 CS2798  DESIGNATION -  JAFFEE COTTON PRODUCTS CO TANK
 CS2798  PID         -  CS2798
 CS2798  STATE/COUNTY-  TX/DALLAS
 CS2798  USGS QUAD   -  OAK CLIFF (1981)
 CS2798
 CS2798                         *CURRENT SURVEY CONTROL
 CS2798  ___________________________________________________________________
 CS2798* NAD 83(1993)-  32 42 58.88891(N)    096 45 39.38951(W)     ADJUSTED  
 CS2798* NAVD 88     -                                                        
 CS2798  ___________________________________________________________________
 CS2798  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 CS2798  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CS2798
 CS2798  HORZ ORDER  -  THIRD
 CS2798
 CS2798.The horizontal coordinates were established by classical geodetic methods
 CS2798.and adjusted by the National Geodetic Survey in February 1996..
 CS2798
 CS2798
 CS2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2798
 CS2798.The geoid height was determined by GEOID03.
 CS2798
 CS2798;                    North         East     Units Scale Factor Converg.
 CS2798;SPC TXNC     - 2,117,749.541   763,013.190   MT  0.99988964   +0 56 54.5
 CS2798;SPC TXNC     - 6,947,983.29  2,503,319.11   sFT  0.99988964   +0 56 54.5
 CS2798;UTM  14      - 3,622,059.962   709,852.589   MT  1.00014305   +1 12 38.2
 CS2798
 CS2798                          SUPERSEDED SURVEY CONTROL
 CS2798
 CS2798  NAD 83(1986)-  32 42 58.89546(N)    096 45 39.37182(W) AD(       ) 4
 CS2798  NAD 27      -  32 42 58.42300(N)    096 45 38.37600(W) AD(       ) 3
 CS2798
 CS2798.Superseded values are not recommended for survey control.
 CS2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2798.See file dsdata.txt to determine how the superseded data were derived.
 CS2798
 CS2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB0985322060(NAD 83)
 CS2798_MARKER: 53 = ELEVATED TANK
 CS2798
 CS2798  HISTORY     - Date     Condition        Report By
 CS2798  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2798  HISTORY     - 1958     GOOD             CGS
 CS2798  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 CS2798
 CS2798                          STATION DESCRIPTION
 CS2798
 CS2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2798'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF THE CENTER OF
 CS2798'THE CITY OF DALLAS, 1 MILE SOUTH OF THE TRINITY RIVER, 1/3
 CS2798'MILE WEST OF U.S. HIGHWAY 75, 200 FEET EAST OF RAILROAD
 CS2798'TRACKS AND 100 FEET SOUTH OF THE CENTERLINE OF JAFFEE DRIVE
 CS2798'ON LAND BELONGING TO THE JAFFEE COTTON PRODUCTS COMPANY.
 CS2798'
 CS2798'THE TANK IS OF STEEL CONSTRUCTION, 150 FEET HIGH, PAINTED
 CS2798'BLACK, FOUR-LEGGED AND 40 FEET SQUARE AT THE BASE.
 CS2798'
 CS2798'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 CS2798'
 CS2798'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CS2798'75 AND 80 AND THE INTERSECTION OF COMMERCE AND LAMAR STREETS
 CS2798'IN DALLAS, GO SOUTH ON U.S. HIGHWAY 75 FOR 6.4 MILES TO CONCRETE
 CS2798'BRIDGE OVER THE TRINITY RIVER.  CONTINUE SOUTH ON U.S. HIGHWAY
 CS2798'75 FOR 0.8 MILE TO JAFFEE DRIVE.  TURN RIGHT AND GO WEST
 CS2798'ON JAFFEE DRIVE FOR 0.3 MILE TO THE STATION ON THE LEFT.
 CS2798
 CS2798                          STATION RECOVERY (1958)
 CS2798
 CS2798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2798'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE TANK IS
 CS2798'NOW SURROUNDED BY JUNK MACHINERY AND THE PLANT IS INACTIVE.
 CS2798'THE OWNER IN 1958 WAS VERY BELLIGERANT AND SHOULD BE APPROACHED
 CS2798'WITH CAUTION.
 CS2798
 CS2798                          STATION RECOVERY (1985)
 CS2798
 CS2798'RECOVERY NOTE BY US POWER SQUADRON 1985 (RWT)
 CS2798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0508 ***********************************************************************
 DM0508  DESIGNATION -  JAH
 DM0508  PID         -  DM0508
 DM0508  STATE/COUNTY-  TX/HOPKINS
 DM0508  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM0508
 DM0508                         *CURRENT SURVEY CONTROL
 DM0508  ___________________________________________________________________
 DM0508* NAD 83(1986)-  33 09 34.     (N)    095 36 57.     (W)     SCALED    
 DM0508* NAVD 88     -       149.410  (meters)     490.19   (feet)  ADJUSTED  
 DM0508  ___________________________________________________________________
 DM0508  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DM0508  DYNAMIC HT  -         149.247 (meters)     489.65  (feet)  COMP
 DM0508  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 DM0508
 DM0508  VERT ORDER  -  SECOND    CLASS 0
 DM0508
 DM0508.This mark is at Sulphur Springs Muni (SLR) Airport (SLR)
 DM0508
 DM0508.The horizontal coordinates were scaled from a topographic map and have
 DM0508.an estimated accuracy of +/- 6 seconds.
 DM0508
 DM0508.The orthometric height was determined by differential leveling
 DM0508.and adjusted by the National Geodetic Survey in June 1991..
 DM0508
 DM0508.The geoid height was determined by GEOID03.
 DM0508
 DM0508.The dynamic height is computed by dividing the NAVD 88
 DM0508.geopotential number by the normal gravity value computed on the
 DM0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0508.degrees latitude (g = 980.6199 gals.).
 DM0508
 DM0508.The modeled gravity was interpolated from observed gravity values.
 DM0508
 DM0508;                    North         East    Units  Estimated Accuracy
 DM0508;SPC TXNC     - 2,169,230.      868,980.      MT  (+/- 180 meters Scaled)
 DM0508
 DM0508                          SUPERSEDED SURVEY CONTROL
 DM0508
 DM0508  NGVD 29 (??/??/92)  149.41   (m)          490.2    (f) COMPUTED    2 0
 DM0508
 DM0508.Superseded values are not recommended for survey control.
 DM0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0508.See file dsdata.txt to determine how the superseded data were derived.
 DM0508
 DM0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS560720(NAD 83)
 DM0508_MARKER: DB = BENCH MARK DISK
 DM0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0508_SP_SET: FOUNDATION
 DM0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0508
 DM0508  HISTORY     - Date     Condition        Report By
 DM0508  HISTORY     - UNK      MONUMENTED       CGS
 DM0508  HISTORY     - 1945     GOOD             NGS
 DM0508  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM0508
 DM0508                          STATION DESCRIPTION
 DM0508
 DM0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DM0508'0.9 MI NW FROM SULPHUR SPRINGS.
 DM0508'AT THE SULPHUR SPRINGS MUNICIPAL AIRPORT, ON TOP OF THE NORTH SIDE OF
 DM0508'THE NORTHEAST CORNER OF CONCRETE FOUNDATION FOR THE COMMUNICATION
 DM0508'BUILDING.  A CHISELED SQUARE.
 DM0508
 DM0508                          STATION RECOVERY (1995)
 DM0508
 DM0508'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7107 ***********************************************************************
 AW7107  DESIGNATION -  JAMA
 AW7107  PID         -  AW7107
 AW7107  STATE/COUNTY-  TX/GALVESTON
 AW7107  USGS QUAD   -  LAKE COMO (1994)
 AW7107
 AW7107                         *CURRENT SURVEY CONTROL
 AW7107  ___________________________________________________________________
 AW7107* NAD 83(1993)-  29 11 52.06740(N)    094 58 48.02310(W)     ADJUSTED  
 AW7107* NAVD 88     -         0.3    (meters)       1.     (feet)  VERTCON   
 AW7107  ___________________________________________________________________
 AW7107  X           -    -483,708.132 (meters)                     COMP
 AW7107  Y           -  -5,551,119.011 (meters)                     COMP
 AW7107  Z           -   3,093,044.517 (meters)                     COMP
 AW7107  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AW7107  ELLIP HEIGHT-         -26.25  (meters)          (09/30/02) GPS OBS
 AW7107  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AW7107
 AW7107  HORZ ORDER  -  SECOND
 AW7107  ELLP ORDER  -  FIFTH     CLASS I
 AW7107
 AW7107.The horizontal coordinates were established by GPS observations
 AW7107.and adjusted by the National Geodetic Survey in February 1996..
 AW7107
 AW7107.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7107
 AW7107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7107
 AW7107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7107
 AW7107.The ellipsoidal height was determined by GPS observations
 AW7107.and is referenced to NAD 83.
 AW7107
 AW7107.The geoid height was determined by GEOID03.
 AW7107
 AW7107;                    North         East     Units Scale Factor Converg.
 AW7107;SPC TXSC     - 4,157,936.356   990,826.414   MT  0.99986609   +1 58 10.0
 AW7107;SPC TXSC     -13,641,496.19  3,250,736.33   sFT  0.99986609   +1 58 10.0
 AW7107;UTM  15      - 3,231,523.139   307,495.577   MT  1.00005730   -0 57 58.3
 AW7107
 AW7107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7107!SPC TXSC     -   1.00000412  x   0.99986609  =   0.99987021
 AW7107!UTM  15      -   1.00000412  x   1.00005730  =   1.00006142
 AW7107
 AW7107                          SUPERSEDED SURVEY CONTROL
 AW7107
 AW7107  ELLIP H (02/16/96)  -26.22   (m)                       GP(       ) 5 1
 AW7107  NAD 83(1993)-  29 11 52.07898(N)    094 58 48.00416(W) AD(       ) 2
 AW7107  NGVD 29 (12/08/93)    0.3    (m)            1.     (f) GPS OBS        
 AW7107
 AW7107.Superseded values are not recommended for survey control.
 AW7107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7107.See file dsdata.txt to determine how the superseded data were derived.
 AW7107
 AW7107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0749631523(NAD 83)
 AW7107_MARKER: DD = SURVEY DISK
 AW7107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7107_SP_SET: CONCRETE POST
 AW7107_STAMPING: JAMA 1993
 AW7107_MARK LOGO: NOS   
 AW7107_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7107+STABILITY: SURFACE MOTION
 AW7107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7107+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AW7107
 AW7107  HISTORY     - Date     Condition        Report By
 AW7107  HISTORY     - 1993     MONUMENTED       NOS
 AW7107
 AW7107                          STATION DESCRIPTION
 AW7107
 AW7107'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 AW7107'THE STATION IS LOCATED 9 MI (14.5 KM) SOUTHWEST OF THE CITY OF
 AW7107'GALVESTON ON GALVESTON ISLAND AND 11.5 MI (18.5 KM) NORTHEAST OF SAN
 AW7107'LUIS PASS ON THE NORTHEAST SIDE OF A BEACH COMMUNITY KNOWN AS JAMAICA
 AW7107'BEACH.  NEAR THE SOUTHEAST SIDE OF CARANCAHUA COVE ON THE PROPERTY OF
 AW7107'GALVESTON ISLAND STATE PARK IN A MARSHY FLAT.  TO REACH THE STATION
 AW7107'FROM SAN LUIS PASS, PROCEED NORTHEAST ALONG STATE ROUTE 3005 FOR 9 MI
 AW7107'(14.5 KM) TO BUCCANEER ROAD ON THE LEFT.  TURN LEFT INTO JAMAICA
 AW7107'BEACH DEVELOPMENT AND PROCEED NORTH-NORTHWEST FOR 0.5 MI (0.8 KM) TO
 AW7107'A STOP SIGN AND JOLLY ROGER ROAD.  TURN RIGHT AND FOLLOW THE ROAD
 AW7107'EAST-NORTHEAST THEN NORTH-NORTHWEST FOR 0.65 MI (1.05 KM) TO A
 AW7107'RESIDENCE AT 4317 JOLLY ROGER ROAD ON THE LEFT AND THE STATION ON THE
 AW7107'NORTHEAST END OF THE POINT OF LAND ON THE RIGHT.  THE STATION IS AN
 AW7107'NOS ALUMINUM DISK WITH A BAR MAGNET UNDER ITS CAP AND ATTACHED TO AN
 AW7107'ALUMINUM ROD DRIVEN 1.2 M (3.9 FT) INTO THE MARSH SLEEVED IN PVC AND
 AW7107'SURROUNDED BY A ROUND CONCRETE MONUMENT AND PROJECTING 0.05 M
 AW7107'(0.16 FT) ABOVE GROUND LEVEL.  IT IS APPROXIMATELY 91.5 M (300.2 FT)
 AW7107'NORTHEAST FROM THE NORTHEAST EDGE OF THE ROAD, 38 M (124.7 FT) SOUTH
 AW7107'OF THE NORTHERNMOST POINT OF LAND AND 14.5 M (47.6 FT) WEST OF THE
 AW7107'APPARANT HIGH WATER LINE.  DESCRIBED BY CSM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5543 ***********************************************************************
 AH5543  DESIGNATION -  JAMBERS ET
 AH5543  PID         -  AH5543
 AH5543  STATE/COUNTY-  TX/MCMULLEN
 AH5543  USGS QUAD   -  CROWTHER (1965)
 AH5543
 AH5543                         *CURRENT SURVEY CONTROL
 AH5543  ___________________________________________________________________
 AH5543* NAD 83(1993)-  28 32 48.20503(N)    098 23 41.11028(W)     ADJUSTED  
 AH5543* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 AH5543  ___________________________________________________________________
 AH5543  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AH5543  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AH5543
 AH5543  HORZ ORDER  -  THIRD
 AH5543
 AH5543.The horizontal coordinates were established by classical geodetic methods
 AH5543.and adjusted by the National Geodetic Survey in July 1998..
 AH5543
 AH5543.The orthometric height was scaled from a topographic map.
 AH5543
 AH5543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5543
 AH5543.The geoid height was determined by GEOID03.
 AH5543
 AH5543;                    North         East     Units Scale Factor Converg.
 AH5543;SPC TXSC     - 4,079,218.306   659,227.260   MT  0.99995711   +0 17 47.5
 AH5543;SPC TXSC     -13,383,235.39  2,162,814.77   sFT  0.99995711   +0 17 47.5
 AH5543;UTM  14      - 3,157,917.610   559,206.975   MT  0.99964326   +0 17 21.3
 AH5543
 AH5543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5543!SPC TXSC     -   0.99998631  x   0.99995711  =   0.99994343
 AH5543!UTM  14      -   0.99998631  x   0.99964326  =   0.99962958
 AH5543
 AH5543                          SUPERSEDED SURVEY CONTROL
 AH5543
 AH5543.No superseded survey control is available for this station.
 AH5543
 AH5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS5920757918(NAD 83)
 AH5543_MARKER: DS = TRIANGULATION STATION DISK
 AH5543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5543_PROJECTION: FLUSH
 AH5543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5543+STABILITY: SURFACE MOTION
 AH5543
 AH5543  HISTORY     - Date     Condition        Report By
 AH5543  HISTORY     - 1965     MONUMENTED       USGS
 AH5543
 AH5543                          STATION DESCRIPTION
 AH5543
 AH5543'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AH5543'TO REACH STATION FROM WHITSETT, GO SW. ON FARM ROAD 99 FOR 05.2 MI. TO
 AH5543'Y-JUNCTION WITH GRAVEL RD. AT POINT WHERE FARM ROAD 99 CURVES TO LEFT.
 AH5543'CONTINUE STRAIGHT AHEAD ON PRIVATE GRAVEL RD. FOR 01.9 MI. TO SECOND
 AH5543'GATE (AT ENTRANCE TO JAMBERS RANCH).  CONTINUE 0.1 MI. TO Y-JUNCTION,
 AH5543'TAKE RIGHT FORK FOR 0.2 MI. TO Y-JUNCTION, TAKE LEFT FORK FOR 0.6 MI.
 AH5543'TO Y-FORKS, TAKE RIGHT FORK FOR 0.9 MI. TO GATE, CONTINUE 0.8 MI. TO
 AH5543'OIL WELL, TAKE TRAIL WNW. FROM OIL WELL UP STEEP HILL FOR 0.2 MI. TO
 AH5543'PROPOSED SITE OF OIL WELL, CONTINUE WNW. DOWN STEEP HILL FOR 0.1 MI.
 AH5543'TO T-JUNCTION WITH TRAIL S., TURN LEFT AND FOLLOW TRAIL DUE S. FOR
 AH5543'01.0 MI. TO TRAIL T-JUNCTION ON CREST OF RIDGE.  STATION IS 118 FT. E.
 AH5543'OF THIS T-JUNCTION AND 10 FT. N. OF CENTERLINE OF E-W. TRAIL.
 AH5543'STATION MARK--STANDARD USGS TABLET STAMPED---JAMBERS ET 1965---, SET
 AH5543'IN CONCRETE POST WHICH PROJECTS ABOUT 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0638 ***********************************************************************
 AZ0638  DESIGNATION -  JAMERSON
 AZ0638  PID         -  AZ0638
 AZ0638  STATE/COUNTY-  TX/KINNEY
 AZ0638  USGS QUAD   -  TEQUESQUITE SPRING (1978)
 AZ0638
 AZ0638                         *CURRENT SURVEY CONTROL
 AZ0638  ___________________________________________________________________
 AZ0638* NAD 83(1993)-  29 06 32.27281(N)    100 33 36.94410(W)     ADJUSTED  
 AZ0638* NAVD 88     -       291.6    (meters)     957.     (feet)  VERTCON   
 AZ0638  ___________________________________________________________________
 AZ0638  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AZ0638  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0638
 AZ0638  HORZ ORDER  -  FIRST
 AZ0638
 AZ0638.The horizontal coordinates were established by classical geodetic methods
 AZ0638.and adjusted by the National Geodetic Survey in February 1996..
 AZ0638
 AZ0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0638
 AZ0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0638
 AZ0638.The geoid height was determined by GEOID03.
 AZ0638
 AZ0638;                    North         East     Units Scale Factor Converg.
 AZ0638;SPC TXSC     - 4,142,386.942   448,153.571   MT  0.99987097   -0 45 51.8
 AZ0638;SPC TXSC     -13,590,481.16  1,470,317.17   sFT  0.99987097   -0 45 51.8
 AZ0638;UTM  14      - 3,221,063.838   348,180.262   MT  0.99988443   -0 45 33.0
 AZ0638
 AZ0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0638!SPC TXSC     -   0.99995775  x   0.99987097  =   0.99982873
 AZ0638!UTM  14      -   0.99995775  x   0.99988443  =   0.99984219
 AZ0638
 AZ0638:                Primary Azimuth Mark                     Grid Az
 AZ0638:SPC TXSC     -  NEELYS RANCH WINDMILL                    014 45 44.7
 AZ0638:UTM  14      -  NEELYS RANCH WINDMILL                    014 45 25.9
 AZ0638
 AZ0638|---------------------------------------------------------------------|
 AZ0638| PID    Reference Object                     Distance      Geod. Az  |
 AZ0638|                                                           dddmmss.s |
 AZ0638| AZ0632 NEELYS RANCH WINDMILL               APPROX. 1.6 KM 0135952.9 |
 AZ0638| AZ0639 JAMERSON RANCH WINDMILL             174.696 METERS 02500     |
 AZ0638| CV5278 JAMERSON RM                          11.735 METERS 22816     |
 AZ0638| AZ0634 WINDMILL                            APPROX. 5.9 KM 2755418.2 |
 AZ0638|---------------------------------------------------------------------|
 AZ0638
 AZ0638                          SUPERSEDED SURVEY CONTROL
 AZ0638
 AZ0638  NAD 83(1986)-  29 06 32.26656(N)    100 33 36.92319(W) AD(       ) 1
 AZ0638  NAD 27      -  29 06 31.40300(N)    100 33 35.63000(W) AD(       ) 1
 AZ0638  NGVD 29 (07/19/86)  291.5    (m)          956.     (f) VERT ANG       
 AZ0638
 AZ0638.Superseded values are not recommended for survey control.
 AZ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0638.See file dsdata.txt to determine how the superseded data were derived.
 AZ0638
 AZ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT4818021064(NAD 83)
 AZ0638_MARKER: DS = TRIANGULATION STATION DISK
 AZ0638_SETTING: 0 = UNSPECIFIED SETTING
 AZ0638
 AZ0638  HISTORY     - Date     Condition        Report By
 AZ0638  HISTORY     - 1918     MONUMENTED       CGS
 AZ0638
 AZ0638                          STATION DESCRIPTION
 AZ0638
 AZ0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AZ0638'IN MR. JAMERSONS PASTURE 180 METERS (591 FEET) SW FROM THE
 AZ0638'JAMERSON RANCH HOUSE, 230 METERS (755 FEET) W OF THE LEHMAN
 AZ0638'RANCH-SPOFFORD ROAD.
 AZ0638'
 AZ0638'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AZ0638'
 AZ0638'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AZ0638'
 AZ0638'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AZ0638'11.735 METERS (38.50 FEET) DISTANT S 48 DEG 16 MIN W.
 AZ0638'
 AZ0638'THE JAMERSON RANCH WINDMILL IS DISTANT 180 METERS (591 FEET)
 AZ0638'N 25 DEG 00 MIN E.
 AZ0638'
 AZ0638'ELEVATION OF STATION, 291.5 METERS (956 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0639 ***********************************************************************
 AZ0639  DESIGNATION -  JAMERSON RANCH WINDMILL
 AZ0639  PID         -  AZ0639
 AZ0639  STATE/COUNTY-  TX/KINNEY
 AZ0639  USGS QUAD   -  TEQUESQUITE SPRING (1978)
 AZ0639
 AZ0639                         *CURRENT SURVEY CONTROL
 AZ0639  ___________________________________________________________________
 AZ0639* NAD 83(1993)-  29 06 37.41515(N)    100 33 34.21314(W)     ADJUSTED  
 AZ0639* NAVD 88     -                                                        
 AZ0639  ___________________________________________________________________
 AZ0639  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AZ0639  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AZ0639
 AZ0639  HORZ ORDER  -  THIRD
 AZ0639
 AZ0639.The horizontal coordinates were established by classical geodetic methods
 AZ0639.and adjusted by the National Geodetic Survey in February 1996..
 AZ0639
 AZ0639
 AZ0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0639
 AZ0639.The geoid height was determined by GEOID03.
 AZ0639
 AZ0639;                    North         East     Units Scale Factor Converg.
 AZ0639;SPC TXSC     - 4,142,544.246   448,229.505   MT  0.99987087   -0 45 50.5
 AZ0639;SPC TXSC     -13,590,997.25  1,470,566.30   sFT  0.99987087   -0 45 50.5
 AZ0639;UTM  14      - 3,221,221.151   348,256.183   MT  0.99988414   -0 45 31.8
 AZ0639
 AZ0639                          SUPERSEDED SURVEY CONTROL
 AZ0639
 AZ0639  NAD 83(1986)-  29 06 37.40893(N)    100 33 34.19225(W) AD(       ) 4
 AZ0639  NAD 27      -  29 06 36.54500(N)    100 33 32.90000(W) AD(       ) 3
 AZ0639
 AZ0639.Superseded values are not recommended for survey control.
 AZ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0639.See file dsdata.txt to determine how the superseded data were derived.
 AZ0639
 AZ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT4825621221(NAD 83)
 AZ0639_MARKER: 66 = WINDMILL
 AZ0639
 AZ0639  HISTORY     - Date     Condition        Report By
 AZ0639  HISTORY     - 1918     FIRST OBSERVED   CGS
 AZ0639
 AZ0639                          STATION DESCRIPTION
 AZ0639
 AZ0639'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0706 ***********************************************************************
 AO0706  DESIGNATION -  JAMES
 AO0706  PID         -  AO0706
 AO0706  STATE/COUNTY-  TX/WEBB
 AO0706  USGS QUAD   -  MESTENO CREEK SOUTH (1982)
 AO0706
 AO0706                         *CURRENT SURVEY CONTROL
 AO0706  ___________________________________________________________________
 AO0706* NAD 83(1993)-  28 05 07.01822(N)    099 29 55.24929(W)     ADJUSTED  
 AO0706* NAVD 88     -       234.7    (meters)     770.     (feet)  VERTCON   
 AO0706  ___________________________________________________________________
 AO0706  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AO0706  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 AO0706
 AO0706  HORZ ORDER  -  FIRST
 AO0706
 AO0706.The horizontal coordinates were established by classical geodetic methods
 AO0706.and adjusted by the National Geodetic Survey in February 1996..
 AO0706
 AO0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0706
 AO0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0706
 AO0706.The geoid height was determined by GEOID03.
 AO0706
 AO0706;                    North         East     Units Scale Factor Converg.
 AO0706;SPC TX S     - 5,268,367.321   201,839.192   MT  1.00007349   -0 27 12.3
 AO0706;SPC TX S     -17,284,635.12    662,200.75   sFT  1.00007349   -0 27 12.3
 AO0706;SPC TXSC     - 4,028,029.419   550,982.843   MT  1.00009888   -0 14 39.5
 AO0706;SPC TXSC     -13,215,293.19  1,807,682.88   sFT  1.00009888   -0 14 39.5
 AO0706;UTM  14      - 3,106,750.024   451,006.799   MT  0.99962962   -0 14 05.2
 AO0706
 AO0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0706!SPC TX S     -   0.99996694  x   1.00007349  =   1.00004043
 AO0706!SPC TXSC     -   0.99996694  x   1.00009888  =   1.00006582
 AO0706!UTM  14      -   0.99996694  x   0.99962962  =   0.99959658
 AO0706
 AO0706|---------------------------------------------------------------------|
 AO0706| PID    Reference Object                     Distance      Geod. Az  |
 AO0706|                                                           dddmmss.s |
 AO0706| CV5282 JAMES RM 3                           21.710 METERS 06627     |
 AO0706| AO0704 ENCINAL RAD S MAST                  APPROX.15.8 KM 1140239.5 |
 AO0706| AJ1415 OASIS AT AND T MICRO                APPROX.10.4 KM 1971316.1 |
 AO0706| AJ1416 OASIS VUMORE CO MICROWAVE           APPROX.10.8 KM 2002621.4 |
 AO0706| CV5279 JAMES AZ MK                                        2220839.6 |
 AO0706| CV5281 JAMES RM 2                           34.936 METERS 26153     |
 AO0706| CV5280 JAMES RM 1                           30.407 METERS 34533     |
 AO0706|---------------------------------------------------------------------|
 AO0706
 AO0706                          SUPERSEDED SURVEY CONTROL
 AO0706
 AO0706  NAD 83(1986)-  28 05 07.01412(N)    099 29 55.22475(W) AD(       ) 1
 AO0706  NAD 27      -  28 05 05.99900(N)    099 29 54.08000(W) AD(       ) 1
 AO0706  NGVD 29 (07/19/86)  234.7    (m)          770.     (f) VERT ANG       
 AO0706
 AO0706.Superseded values are not recommended for survey control.
 AO0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0706.See file dsdata.txt to determine how the superseded data were derived.
 AO0706
 AO0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS5100706750(NAD 83)
 AO0706_MARKER: DS = TRIANGULATION STATION DISK
 AO0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0706_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0706
 AO0706  HISTORY     - Date     Condition        Report By
 AO0706  HISTORY     - 1935     MONUMENTED       CGS
 AO0706  HISTORY     - 1972     SEE DESCRIPTION  NGS
 AO0706
 AO0706                          STATION DESCRIPTION
 AO0706
 AO0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0706'STATION IS ABOUT 9.5 MILES N OF W OF ENCINAL, ABOUT 28 MILES
 AO0706'SSW OF COTULLA ON A MESQUITE COVERED HILL ON PROPERTY OF JAMES
 AO0706'RANCH, HIGHEST GROUND IN VICINITY.  IT IS 0.45 MILE ENE OF
 AO0706'WINDMILL.
 AO0706'
 AO0706'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0706'BRONZE DISKS SET IN CONCRETE.
 AO0706'
 AO0706'REFERENCE MARK NO. 1 IS NW OF STATION.
 AO0706'
 AO0706'REFERENCE MARK NO. 2 IS SW OF STATION.
 AO0706'
 AO0706'AZIMUTH MARK IS LOCATED ABOUT 0.45 MILE SW OF STATION ALONG
 AO0706'EW FENCE LINE, 0.2 MILE E OF WINDMILL.  TO REACH FROM STATION GO
 AO0706'SW DOWN HILL FOR 0.45 MILE TO WINDMILL, THENCE LEFT (E) ALONG
 AO0706'FENCE FOR 0.2 MILE TO MARK JUST S OF FENCE LINE.
 AO0706'
 AO0706'TO REACH FROM RAILROAD DEPOT IN ENCINAL, GO W ON GALVAN RANCH
 AO0706'ROAD FOR 5 MILES TO CATTLE GAP ON RIGHT, THENCE RIGHT (N) ON
 AO0706'MAIN WINDING ROAD FOR 1.05 MILES TO CROSS ROAD AT SMALL WHITE
 AO0706'COTTAGE.  CONTINUE ON LEFT FORK ALONG FENCE FOR 0.15 MILE TO GATE
 AO0706'JUST AFTER PASSING GROUP OF HOUSES.  GO THROUGH GATE AND 0.05
 AO0706'MILE ACROSS LOT TO ANOTHER GATE.  GO THROUGH GATE, THENCE RIGHT
 AO0706'(N) ALONG FENCE FOR 1.15 MILES.  TAKE LEFT FORK FOR 0.45 MILE
 AO0706'TO GATE.  FROM GATE PASS ON RIGHT OF METAL SHED AND ALONG EDGE
 AO0706'OF CULTIVATED FIELDS FOR 0.7 MILE, THENCE LEFT ALONG N EDGE
 AO0706'OF FIELD 0.55 MILE.  FROM GATE GO WESTERLY ON MAIN ROAD ALONG
 AO0706'FENCE FOR 1.1 MILES TO WINDMILL ON LEFT AT FENCE CORNER,
 AO0706'THENCE RIGHT NE ACROSS MESQUITE FOR 0.45 MILE TO TOP OF HILL
 AO0706'AND STATION.
 AO0706'
 AO0706'HEIGHT OF LIGHT ABOVE STATION - 23 METERS.
 AO0706
 AO0706                          STATION RECOVERY (1972)
 AO0706
 AO0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0706'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN
 AO0706'GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND TO BE BROKEN OFF
 AO0706'AND A NEW SURFACE MARK WAS ESTABLISHED HOLDING THE EXACT POSITION
 AO0706'AS THE UNDERGROUND MARK.  REFERENCE MARK 1 WAS FOUND IN POOR
 AO0706'CONDITION AND WAS REINFORCED.  REFERENCE MARK 2 WAS NOT FOUND.
 AO0706'THE DIRECTION TO THE AZIMUTH MARK CHECKED THE OLD DATA, HOWEVER A
 AO0706'DIFFERENCE OF 8 MINUTES AND 22 SECONDS WAS NOTED IN THE DIRECTION
 AO0706'AND A DIFFERENCE OF 0.17 FOOT OR 0.052 METER SHORTER WAS NOTED IN
 AO0706'THE DISTANCE TO REFERENCE MARK 1.  A REFERENCE MARK 3 WAS
 AO0706'ESTABLISHED.  FOLLOWING IS A NEW DESCRIPTION.
 AO0706'
 AO0706'THE STATION IS ABOUT 13-1/2 MILES WEST AND 13 MILES SOUTH OF ARTESIA
 AO0706'WELLS, 9 MILES WEST AND 3 MILES NORTH OF ENCINAL AND 3 MILES NORTH
 AO0706'OF STATE HIGHWAY 44, ON THE SUMMIT OF A BRUSH COVERED KNOLL AND ON
 AO0706'PROPERTY LEASED BY J.B. PARKER, TELEPHONE NUMBER 512-948-5338,
 AO0706'ENCINAL, TEXAS.
 AO0706'
 AO0706'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 AO0706'HIGHWAY 44 IN ENCINAL, GO WEST ON STATE HIGHWAY 44 FOR 8.4 MILES TO
 AO0706'A METAL GATE AND A SIDE ROAD ON THE RIGHT.  TURN RIGHT, PASSING
 AO0706'THROUGH GATE AND GO NORTH AND NORTHWEST ON GRADED ROAD FOR 1.25
 AO0706'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHWEST ON
 AO0706'GRADED ROAD FOR 1.55 MILES TO A T-ROAD JUNCTION.  TURN RIGHT AND
 AO0706'GO EAST ON GRADED ROAD FOR 0.55 MILE TO WHERE THE ROAD TURNS LEFT
 AO0706'AND A GATE.  TURN LEFT, PASSING THROUGH GATE AND GO NORTH ON GRADED
 AO0706'ROAD FOR 0.2 MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO
 AO0706'WEST ON TRACK ROAD FOR 0.65 MILE TO A FENCE.  TURN RIGHT AND GO
 AO0706'NORTH ALONG EAST SIDE OF FENCE FOR 0.2 MILE.  TURN RIGHT AND GO
 AO0706'EAST AND SOUTHEAST ACROSS OPEN RANGE FOR 0.5 MILE TO THE
 AO0706'TOP OF HILL AND THE STATION.
 AO0706'
 AO0706'TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO WEST ON
 AO0706'GRADED ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 AO0706'NORTH ON GRADED ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 AO0706'
 AO0706'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED JAMES 1935
 AO0706'1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0706'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 3.8 FEET NORTHEAST
 AO0706'OF A WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD DISK,
 AO0706'STAMPED JAMES 1935, SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 AO0706'BELOW THE GROUND SURFACE.
 AO0706'
 AO0706'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JAMES NO 1 1935, SET IN
 AO0706'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 8
 AO0706'INCHES ABOVE THE GROUND.  IT IS 101.3 FEET NORTH-NORTHWEST OF THE
 AO0706'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0706'
 AO0706'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED JAMES 1935 NO 3 1972,
 AO0706'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 AO0706'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 74.8 FEET NORTHEAST OF
 AO0706'THE WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 AO0706'
 AO0706'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED JAMES 1935
 AO0706'AZI, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 AO0706'PROJECTS 12 INCHES ABOVE THE GROUND.  IT IS 112.0 FEET EAST OF THE
 AO0706'CENTER OF A GRADED ROAD, 2.3 FEET NORTH OF A WITNESS POST AND 0.6
 AO0706'FOOT WEST OF A FENCE.
 AO0706'
 AO0706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 AO0706'WEST-NORTHWEST OF ENCINAL.
 AO0706'
 AO0706'HEIGHT OF LIGHT ABOVE STATION MARK 4.90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0764 ***********************************************************************
 BN0764  DESIGNATION -  JAMES
 BN0764  PID         -  BN0764
 BN0764  STATE/COUNTY-  TX/KIMBLE
 BN0764  USGS QUAD   -  NOXVILLE (1974)
 BN0764
 BN0764                         *CURRENT SURVEY CONTROL
 BN0764  ___________________________________________________________________
 BN0764* NAD 83(1993)-  30 25 28.22718(N)    099 26 13.74740(W)     ADJUSTED  
 BN0764* NAVD 88     -       682.     (meters)    2238.     (feet)  SCALED    
 BN0764  ___________________________________________________________________
 BN0764  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 BN0764  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 BN0764
 BN0764  HORZ ORDER  -  SECOND
 BN0764
 BN0764.The horizontal coordinates were established by classical geodetic methods
 BN0764.and adjusted by the National Geodetic Survey in February 1996..
 BN0764
 BN0764.The orthometric height was scaled from a topographic map.
 BN0764
 BN0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0764
 BN0764.The geoid height was determined by GEOID03.
 BN0764
 BN0764;                    North         East     Units Scale Factor Converg.
 BN0764;SPC TX C     - 3,084,358.152   786,092.026   MT  0.99993207   +0 27 41.7
 BN0764;SPC TX C     -10,119,265.04  2,579,036.92   sFT  0.99993207   +0 27 41.7
 BN0764;SPC TXSC     - 4,287,265.921   557,999.756   MT  1.00004383   -0 12 51.0
 BN0764;SPC TXSC     -14,065,804.94  1,830,704.20   sFT  1.00004383   -0 12 51.0
 BN0764;UTM  14      - 3,365,906.855   458,018.099   MT  0.99962174   -0 13 17.0
 BN0764
 BN0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0764!SPC TX C     -   0.99989633  x   0.99993207  =   0.99982841
 BN0764!SPC TXSC     -   0.99989633  x   1.00004383  =   0.99994016
 BN0764!UTM  14      -   0.99989633  x   0.99962174  =   0.99951811
 BN0764
 BN0764|---------------------------------------------------------------------|
 BN0764| PID    Reference Object                     Distance      Geod. Az  |
 BN0764|                                                           dddmmss.s |
 BN0764| CV5284 JAMES RM 1                           31.668 METERS 01656     |
 BN0764| CV5283 JAMES AZ MK                                        1334512.9 |
 BN0764| CV5285 JAMES RM 2                           16.504 METERS 13714     |
 BN0764|---------------------------------------------------------------------|
 BN0764
 BN0764                          SUPERSEDED SURVEY CONTROL
 BN0764
 BN0764  NAD 83(1986)-  30 25 28.23522(N)    099 26 13.73654(W) AD(       ) 2
 BN0764  NAD 27      -  30 25 27.54900(N)    099 26 12.54300(W) AD(       ) 2
 BN0764
 BN0764.Superseded values are not recommended for survey control.
 BN0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0764.See file dsdata.txt to determine how the superseded data were derived.
 BN0764
 BN0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU5801865907(NAD 83)
 BN0764_MARKER: DS = TRIANGULATION STATION DISK
 BN0764_SETTING: 66 = SET IN ROCK OUTCROP
 BN0764
 BN0764  HISTORY     - Date     Condition        Report By
 BN0764  HISTORY     - 1944     MONUMENTED       CGS
 BN0764
 BN0764                          STATION DESCRIPTION
 BN0764
 BN0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0764'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 15 MILES NW
 BN0764'OF HARPER AND 20 MILES ESE OF JUNCTION.  ON THE NW ONE OF A
 BN0764'GROUP OF PROMINENT HILLS BETWEEN THE E AND W FORKS OF THE JAMES
 BN0764'RIVER, NE OF NEW KNOXVILLE.  IT IS ON PROPERTY OWNED BY A.T.
 BN0764'WHETSTONE AND LEASED BY A.L. BIRSCHWALE, ABOUT 1/2 MILE NW OF
 BN0764'THE RANCH HOUSE.  IT IS 7 FEET SSW OF A WHITE WITNESS POST IN A
 BN0764'SMALL CAIRN.  LOOSE ROCKS, USED TO WEIGHT TOWER ANCHORS, WILL
 BN0764'BE LEFT IN IMMEDIATE VICINITY.
 BN0764'
 BN0764'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL HOLE
 BN0764'IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED
 BN0764'JAMES 1944.
 BN0764'
 BN0764'REFERENCE MARK 1 IS ABOUT 2 FEET LOWER THAN THE STATION.
 BN0764'IT IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL HOLE IN
 BN0764'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED
 BN0764'JAMES NO 1 1944.
 BN0764'
 BN0764'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL
 BN0764'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES
 BN0764'ABOVE THE GROUND.  IT IS STAMPED JAMES NO 2 1944.
 BN0764'
 BN0764'AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL HOLE IN
 BN0764'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED JAMES
 BN0764'1944 AND IS 3 FEET NNW OF THE WHITE WOODEN WITNESS POST.
 BN0764'
 BN0764'TO REACH STATION FROM THE SE END OF THE SOUTH LLANO RIVER BRIDGE
 BN0764'IN E SIDE OF JUNCTION, GO SE ON U.S. HIGHWAY 290 FOR 11.0 MILES
 BN0764'TO A COUNTY ROAD LEFT.  (A LARGE HILLSIDE EXCAVATION IS VISIBLE
 BN0764'1/2 MILE AHEAD ON RIGHT OF HIGHWAY.) TURN LEFT ON THIS GRADED
 BN0764'COUNTY ROAD AND FOLLOW IT E FOR 9.5 MILES TO GREEN SERVICE
 BN0764'STATION ON LEFT IN NEW KNOXVILLE.  GO THROUGH GATE ON LEFT, N
 BN0764'SIDE, OF ROAD ABOUT 200 FEET W OF SERVICE STATION, AND FOLLOW
 BN0764'ROAD N 1.8 MILES TO RANCH HOUSE.  KEEP ON MAIN ROAD TO RIGHT
 BN0764'OF HOUSE, PASSING THROUGH CORRAL, AND CONTINUE ALONG ROAD 1.1
 BN0764'MILES TO FORK AT THE BIRSCHWALE RANCH HOUSE.  (MR. BIRSCHWALE
 BN0764'CAN INDICATE BEST ROUTE TO STATION.) TAKE LEFT FORK 0.15
 BN0764'MILE TO ANOTHER FORK.  THE AZIMUTH MARK IS REACHED BY TAKING
 BN0764'RIGHT FORK.  TO CONTINUE TO STATION, TAKE LEFT FORK, W,
 BN0764'0.6 MILE TO GATE.  TURN RIGHT OFF ROAD HERE AND FOLLOW ALONG
 BN0764'E SIDE OF FENCE FOR 0.4 MILE, THENCE RIGHT UP HILL,
 BN0764'THROUGH BRUSH, 0.15 MILE TO TOP OF HILL AND STATION.
 BN0764'
 BN0764'TO REACH THE AZIMUTH MARK FROM THE LAST ROAD FORK ABOVE, TAKE
 BN0764'RIGHT FORK AS INDICATED, NW, 0.3 MILE TO POINT WHERE ROAD
 BN0764'STARTS DOWN HILL.  HERE TURN LEFT, CROSS COUNTRY, 300 FEET TO
 BN0764'MARK AT WHITE WITNESS POST IN A SMALL CAIRN.  THIS POINT IS
 BN0764'SE OF THE STATION, IN A SADDLE BETWEEN THE STATION AND A HIGH
 BN0764'HILL TO THE SE.
 BN0764'
 BN0764'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3236 ***********************************************************************
 BK3236  DESIGNATION -  JAMESTOWN
 BK3236  PID         -  BK3236
 BK3236  STATE/COUNTY-  TX/NEWTON
 BK3236  USGS QUAD   -  JAMESTOWN (1984)
 BK3236
 BK3236                         *CURRENT SURVEY CONTROL
 BK3236  ___________________________________________________________________
 BK3236* NAD 83(1993)-  30 56 21.58302(N)    093 49 17.99420(W)     ADJUSTED  
 BK3236* NAVD 88     -        86.7    (meters)     284.     (feet)  VERTCON   
 BK3236  ___________________________________________________________________
 BK3236  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 BK3236  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BK3236
 BK3236  HORZ ORDER  -  FIRST
 BK3236
 BK3236.The horizontal coordinates were established by classical geodetic methods
 BK3236.and adjusted by the National Geodetic Survey in February 1996..
 BK3236
 BK3236.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3236
 BK3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3236
 BK3236.The geoid height was determined by GEOID03.
 BK3236
 BK3236;                    North         East     Units Scale Factor Converg.
 BK3236;SPC TX C     - 3,159,286.671 1,321,856.960   MT  0.99988233   +3 21 14.0
 BK3236;SPC TX C     -10,365,093.02  4,336,792.38   sFT  0.99988233   +3 21 14.0
 BK3236;UTM  15      - 3,423,167.426   421,507.977   MT  0.99967600   -0 25 20.9
 BK3236
 BK3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3236!SPC TX C     -   0.99999074  x   0.99988233  =   0.99987307
 BK3236!UTM  15      -   0.99999074  x   0.99967600  =   0.99966675
 BK3236
 BK3236:                Primary Azimuth Mark                     Grid Az
 BK3236:SPC TX C     -  JAMESTOWN AZ MK                          002 27 43.3
 BK3236:UTM  15      -  JAMESTOWN AZ MK                          006 14 18.2
 BK3236
 BK3236|---------------------------------------------------------------------|
 BK3236| PID    Reference Object                     Distance      Geod. Az  |
 BK3236|                                                           dddmmss.s |
 BK3236| CV7797 JAMESTOWN AZ MK                                    0054857.3 |
 BK3236| CV7800 JAMESTOWN RM 3                       24.336 METERS 01416     |
 BK3236| CV7798 JAMESTOWN RM 1                       27.395 METERS 01502     |
 BK3236| CV7801 JAMESTOWN RM 4                                     14725     |
 BK3236| BK3237 JAMESTOWN RM A 1966                  26.778 METERS 22658     |
 BK3236| BK3242 COW                                 APPROX.10.6 KM 2750030.8 |
 BK3236| CV7799 JAMESTOWN RM 2                       33.394 METERS 31745     |
 BK3236| BX2982 MAYFLOWER ATT MICROWAVE KGP 72      APPROX.16.1 KM 3540715.7 |
 BK3236| BX2981 MAYFLOWER GULF ST KYB 87 MAST       APPROX.16.1 KM 3541144.4 |
 BK3236| BX2980 MAYFLOWER HTT MICROWAVE KLF 32      APPROX.16.6 KM 3543141.8 |
 BK3236|---------------------------------------------------------------------|
 BK3236
 BK3236                          SUPERSEDED SURVEY CONTROL
 BK3236
 BK3236  NAD 83(1986)-  30 56 21.59172(N)    093 49 17.98899(W) AD(       ) 1
 BK3236  NAD 27      -  30 56 20.87400(N)    093 49 17.33600(W) AD(       ) 1
 BK3236  NGVD 29 (07/19/86)   86.7    (m)          284.     (f) VERT ANG       
 BK3236
 BK3236.Superseded values are not recommended for survey control.
 BK3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3236.See file dsdata.txt to determine how the superseded data were derived.
 BK3236
 BK3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ2150823167(NAD 83)
 BK3236_MARKER: DS = TRIANGULATION STATION DISK
 BK3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3236
 BK3236  HISTORY     - Date     Condition        Report By
 BK3236  HISTORY     - 1935     MONUMENTED       CGS
 BK3236  HISTORY     - 1936     GOOD             TSI
 BK3236  HISTORY     - 1941     GOOD             LOCENG
 BK3236  HISTORY     - 1943     GOOD             USE
 BK3236  HISTORY     - 1956     GOOD             USGS
 BK3236  HISTORY     - 1957     GOOD             CGS
 BK3236  HISTORY     - 1958     GOOD             CGS
 BK3236  HISTORY     - 1966     GOOD             CGS
 BK3236  HISTORY     - 1972     GOOD             NGS
 BK3236
 BK3236                          STATION DESCRIPTION
 BK3236
 BK3236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3236'STATION IS ABOUT 1 MILE NE OF THE SETTLEMENT OF JAMESTOWN
 BK3236'AND ABOUT 5-1/2 MILES NNW OF NEWTON, ON W SIDE OF GRADED
 BK3236'DIRT ROAD, ON SMALL RISE IN SECOND GROWTH SCRUB TIMBER.  91 FEET
 BK3236'W OF CENTER LINE OF ROAD.  65 FEET NNW OF 10-INCH PINE TREE.
 BK3236'104 FEET S OF SE CORNER OF NEGRO SHACK.  OWNERSHIP OF LAND
 BK3236'UNKNOWN.  THE MARK PROJECTS 4 INCHES.
 BK3236'
 BK3236'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BK3236'BRONZE DISKS SET IN CONCRETE.
 BK3236'
 BK3236'REFERENCE MARK NO. 1 IS 61 FEET W OF CENTER LINE OF ROAD.
 BK3236'1 FOOT S OF SE CORNER OF YARD FENCE.  89.80 FEET NNE OF
 BK3236'STATION.  THE MARK PROJECTS 3 INCHES.
 BK3236'
 BK3236'REFERENCE MARK NO. 2 IS 109.49 FEET NW OF STATION.  41 FEET
 BK3236'E OF SE CORNER OF CULTIVATED FIELD.  49 FEET WSW OF SW CORNER
 BK3236'OF NEGRO SHACK.  5 FEET E OF SW CORNER OF YARD FENCE.  1 FOOT
 BK3236'S OF FENCE LINE.  THE MARK PROJECTS 4 INCHES.
 BK3236'
 BK3236'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 97.06 FEET.
 BK3236'
 BK3236'THE AZIMUTH MARK IS N OF THE STATION IN PINE WOODS.  8 FEET
 BK3236'W OF CENTER LINE OF WOODS ROADS.  20 FEET W OF A 24-INCH
 BK3236'PINE TREE.  100 FEET N OF TRAIL FORK.  70 FEET NNW OF 20-INCH
 BK3236'MAPLE TREE IN TRAIL FORK.  SOME CLEARING REQUIRED TO SEE
 BK3236'STATION MARK.  THE MARK PROJECTS 6 INCHES.
 BK3236'
 BK3236'TO REACH THE STATION FROM THE NEWTON COURTHOUSE, GO W ON
 BK3236'STATE HIGHWAY 63, 1.4 MILES TO GRADED DIRT ROAD TO N, GO
 BK3236'N ON THIS ROAD 6.7 MILES TO JAMESTOWN POST OFFICE, THENCE
 BK3236'TURN RIGHT AND FOLLOW GRADED ROAD NORTHEASTERLY 0.9 MILE
 BK3236'TO ROAD FORK, TAKE LEFT FORK AND GO 0.3 MILE TO STATION
 BK3236'ON LEFT.
 BK3236'
 BK3236'LIGHTS 126 FEET ABOVE STATION COW COME INTO VIEW 64 FEET
 BK3236'ABOVE THIS STATION, LIGHTS 136 FEET ABOVE STATION ZION COME
 BK3236'INTO VIEW 103 FEET ABOVE THIS STATION, LIGHTS 136 FEET ABOVE
 BK3236'STATION CANEY COME INTO VIEW 50 FEET ABOVE THIS STATION,
 BK3236'AND LIGHTS 113 FEET ABOVE STATION QUICKSAND COME INTO VIEW
 BK3236'90 FEET ABOVE THIS STATION.
 BK3236
 BK3236                          STATION RECOVERY (1936)
 BK3236
 BK3236'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1936
 BK3236'STATION AND DESCRIPTION GOOD.
 BK3236
 BK3236                          STATION RECOVERY (1941)
 BK3236
 BK3236'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 BK3236'RECOVERED BY REPUBLIC PROD GEOPHYSICAL
 BK3236'
 BK3236'MARK IS IN GOOD CONDITION.
 BK3236
 BK3236                          STATION RECOVERY (1943)
 BK3236
 BK3236'RECOVERY NOTE BY US ENGINEERS 1943
 BK3236'STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BK3236'ALL RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BK3236
 BK3236                          STATION RECOVERY (1956)
 BK3236
 BK3236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 BK3236'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 BK3236'AS DESCRIBED.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION
 BK3236'AS DESCRIBED.  TAPED DISTANCE FROM STATION MARK TO AZIMUTH
 BK3236'MARK IS 1670 FEET.
 BK3236'
 BK3236'STARTING AZIMUTH AS GIVEN IN CONTROL NOTES IS IN ERROR BY
 BK3236'ALMOST 6 DEGREES AS PROVEN BY A SECOND ORDER POLARIS OBSERVATION.
 BK3236
 BK3236                          STATION RECOVERY (1957)
 BK3236
 BK3236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (BC)
 BK3236'RECOVERED IN GOOD CONDITION ON THE F.M. ROAD THAT PASSES
 BK3236'THROUGH JAMESTOWN.  KEEP ON THE F.M. ROAD FOR 1.3 MI. PAST
 BK3236'JAMESTOWN TO SOME HOUSES ON THE LEFT.  JUST BEYOND THE HOUSES
 BK3236'AND OTHER SHACKS ON A SMALL HILL NEXT TO A FENCE IS WHERE
 BK3236'THE STATION IS LOCATED.
 BK3236
 BK3236                          STATION RECOVERY (1958)
 BK3236
 BK3236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JRM)
 BK3236'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 BK3236'AS DESCRIBED.  THIS STATION IS ABOUT 1 MILE NORTHEAST OF THE
 BK3236'SETTLEMENT OF JAMESTOWN AND ABOUT 5-1/2 MILES NORTH-NORTHWEST
 BK3236'OF NEWTON, ON WEST SIDE OF F.M. 1012, ON SMALL RISE IN SECOND
 BK3236'GROWTH SCRUB TIMBER.  91 FEET WEST OF CENTER LINE OF ROAD.
 BK3236'OWNERSHIP OF LAND UNKNOWN.  THE MARK PROJECTS 4 INCHES.
 BK3236'
 BK3236'TO REACH THE STATION FROM THE NEWTON COURT HOUSE, GO WEST
 BK3236'ON U.S. 190, 1.4 MILES TO F.M. 1012.  GO NORTH ON F.M. 1012
 BK3236'FOR 12.73 MILES, THRU JAMESTOWN, TO STATION ON LEFT OF F.M.
 BK3236'1012.
 BK3236'
 BK3236'R.M. NO. 1 IS 61 FEET WEST OF CENTER LINE OF ROAD.  89.90
 BK3236'FEET NORTH-NORTHEAST OF STATION.  THE MARK PROJECTS 3 INCHES.
 BK3236'
 BK3236'R.M. NO. 2 IS 109.49 FEET NORTHWEST OF STATION.  THE MARK
 BK3236'PROJECTS 4 INCHES.
 BK3236
 BK3236                          STATION RECOVERY (1966)
 BK3236
 BK3236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3236'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 BK3236'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 BK3236'DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE
 BK3236'PREVIOUS DATA.  THE AZIMUTH MARK WILL NOT SEE THE STATION DUE TO THE
 BK3236'GROWTH OF THE TREES, THE MARK WAS LEFT INTACT.  FOLLOWING IS A
 BK3236'NEW COMPLETE DESCRIPTION.
 BK3236'
 BK3236'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST OF JASPER, 10 MILES
 BK3236'WEST-SOUTHWEST OF BURKEVILLE AND 7-1/2 MILES NORTHWEST OF NEWTON, ON
 BK3236'PROPERTY OWNED BY MR. W. PALMER.
 BK3236'
 BK3236'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGWHAY 190 AND STATE
 BK3236'HIGHWAY 87 IN NEWTON, GO WEST ON HIGHWAY 190 FOR 1.5 MILES TO THE
 BK3236'JUNCTION OF FARM ROAD 1012 ON THE RIGHT AND SIGN JAMESTOWN 7.  TURN
 BK3236'RIGHT AND GO NORTH ON ROAD 1012 FOR 5.4 MILES TO A BRIDGE OVER BIG
 BK3236'COW CREEK.  CROSS THE BRIDGE AND CONTINUE NORTH ON ROAD 1012 FOR
 BK3236'2.15 MILES TO THE STATION ON THE LEFT ON A SMALL RISE BETWEEN TWO
 BK3236'FARM HOMES.
 BK3236'
 BK3236'THE STATION MARK IS A STANDARD DISK STAMPED JAMESTOWN 1935, SET IN
 BK3236'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 BK3236'THE SURFACE OF THE GROUND.  IT IS 97 FEET WEST-SOUTHWEST OF THE
 BK3236'CENTER OF ROAD 1012, 60 FEET WEST OF A POWER POLE WITH
 BK3236'TRANSFORMER, 19 FEET EAST-NORTHEAST OF A 10-INCH PINE TREE, AND 4
 BK3236'FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 BK3236'
 BK3236'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED JAMESTOWN NO 1 1935,
 BK3236'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 BK3236'ABOVE THE SURFACE OF THE GROUND.  IT IS 52 FEET WEST OF THE CENTER
 BK3236'OF ROAD 1012, 46 FEET EAST OF THE EAST CORNER OF A HOUSE AND 42 FEET
 BK3236'NORTH-NORTHWEST OF THE POWER POLE WITH TRANSFORMER.
 BK3236'
 BK3236'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED JAMESTOWN NO 2 1935,
 BK3236'SET IN TOP OF A 12 INCHE SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 BK3236'ABOVE THE SURFACE OF THE GROUND.  IT IS 33.5 FEET WEST-SOUTHWEST OF
 BK3236'THE SOUTH CORNER OF THE HOUSE AND 18.5 FEET SOUTHEAST OF A WATER
 BK3236'WELL WITH PUMP.
 BK3236'
 BK3236'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JAMESTOWN 1935, SET IN
 BK3236'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 BK3236'THE SURFACE OF THE GROUND.  IT IS 21 FEET NORTHEAST OF A 12-INCH
 BK3236'PINE TREE, 18 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 1
 BK3236'FOOT EAST OF A METAL WITNESS POST.
 BK3236'
 BK3236'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON FARM ROAD
 BK3236'1012 FOR 0.05 MILE TO A FORK.  BEAR RIGHT AND GO NORTH-NORTHEAST ON
 BK3236'A GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BK3236'
 BK3236'AZIMUTH MARK DIRECTION WAS TRANSFERRED FROM THE 1935 LIST OF
 BK3236'DIRECTIONS.
 BK3236'
 BK3236'HEIGHT OF LIGHT ABOVE STATION MARK 25.97 METERS.
 BK3236
 BK3236                          STATION RECOVERY (1972)
 BK3236
 BK3236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BK3236'THE STATION MARK, JAMESTOWN R.M. A, R.M. 2 AND THE AZIMUTH
 BK3236'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1966,
 BK3236'THE AZIMUTH MARK WAS BLOCKED DUE TO HEAVY TREES AND R.M. 1
 BK3236'HAS BEEN DESTROYED.  A DIFFERENCE OF 0.015 METERS LONGER
 BK3236'TO R.M. 2 WAS NOTED AND A DIFFERENCE OF 0.012 METERS LONGER
 BK3236'TO R.M. A WAS NOTED.  THE HORIZONTAL DIRECTION TO R.M. 2
 BK3236'AND R.M. A CHECKED THE 1966 DATA ADEQUATELY.  R.M. 3 AND
 BK3236'4 WAS ESTABLISHED AT THIS TIME, R.M. 4 WAS ESTABLISHED AS
 BK3236'AN AZIMUTH MARK.  FOLLOWING IS A DESCRIPTION OF R.M. 3 AND
 BK3236'4.
 BK3236'
 BK3236'TO REACH THE STATION IS ADEQUATE TO THE 1966 DESCRIPTION.
 BK3236'
 BK3236'REFERENCE MARK 3, A STANDARD DISK STAMPED JAMESTOWN 1935
 BK3236'NO 3 1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK3236'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 BK3236'IT IS 58 FEET SOUTHWEST OF THE CENTER OF FARM ROAD 1012,
 BK3236'36 FEET NORTHWEST OF A POWER POLE AND 1 FOOT SOUTH OF A
 BK3236'FENCE CORNER.
 BK3236'
 BK3236'REFERENCE MARK 4, A STANDARD DISK STAMPED JAMESTOWN 1935
 BK3236'NO 4 1972, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 BK3236'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT
 BK3236'IS 42 FEET EAST OF THE CENTER OF FARM ROAD 1012 AND 1.6
 BK3236'FEET NORTHWEST OF A METAL WITNESS POST.
 BK3236'
 BK3236'TO REACH REFERENCE MARK 4 (AZIMUTH MARK) FROM THE STATION
 BK3236'GO SOUTHEAST ON FARM ROAD 1012 FOR 0.1 MILE TO THE MARK
 BK3236'ON THE LEFT.
 BK3236'
 BK3236'NO MEASUREMENT BETWEEN R.M.S DUE TO TREES ON LINE.
 BK3236'
 BK3236'HEIGHT OF LIGHT ABOVE STATION MARK 85.8 FEET.
 BK3236'
 BK3236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2
 BK3236'MILES NORTHWEST OF NEWTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3237 ***********************************************************************
 BK3237  DESIGNATION -  JAMESTOWN RM A 1966
 BK3237  PID         -  BK3237
 BK3237  STATE/COUNTY-  TX/NEWTON
 BK3237  USGS QUAD   -  JAMESTOWN (1984)
 BK3237
 BK3237                         *CURRENT SURVEY CONTROL
 BK3237  ___________________________________________________________________
 BK3237* NAD 83(1993)-  30 56 20.98972(N)    093 49 18.73165(W)     ADJUSTED  
 BK3237* NAVD 88     -        85.4    (meters)     280.     (feet)  VERTCON   
 BK3237  ___________________________________________________________________
 BK3237  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 BK3237  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BK3237
 BK3237  HORZ ORDER  -  FIRST
 BK3237
 BK3237.The horizontal coordinates were established by classical geodetic methods
 BK3237.and adjusted by the National Geodetic Survey in February 1996..
 BK3237
 BK3237.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK3237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3237
 BK3237.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3237
 BK3237.The geoid height was determined by GEOID03.
 BK3237
 BK3237;                    North         East     Units Scale Factor Converg.
 BK3237;SPC TX C     - 3,159,267.288 1,321,838.489   MT  0.99988233   +3 21 13.6
 BK3237;SPC TX C     -10,365,029.43  4,336,731.78   sFT  0.99988233   +3 21 13.6
 BK3237;UTM  15      - 3,423,149.305   421,488.273   MT  0.99967603   -0 25 21.2
 BK3237
 BK3237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3237!SPC TX C     -   0.99999095  x   0.99988233  =   0.99987328
 BK3237!UTM  15      -   0.99999095  x   0.99967603  =   0.99966698
 BK3237
 BK3237|---------------------------------------------------------------------|
 BK3237| PID    Reference Object                     Distance      Geod. Az  |
 BK3237|                                                           dddmmss.s |
 BK3237| BK3236 JAMESTOWN                            26.778 METERS 04658     |
 BK3237| BK3242 COW                                 APPROX.10.5 KM 2750700.2 |
 BK3237|---------------------------------------------------------------------|
 BK3237
 BK3237                          SUPERSEDED SURVEY CONTROL
 BK3237
 BK3237  NAD 83(1986)-  30 56 20.99823(N)    093 49 18.72668(W) AD(       ) 1
 BK3237  NAD 27      -  30 56 20.28067(N)    093 49 18.07344(W) AD(       ) 1
 BK3237  NGVD 29 (07/19/86)   85.4    (m)          280.     (f) VERT ANG       
 BK3237
 BK3237.Superseded values are not recommended for survey control.
 BK3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3237.See file dsdata.txt to determine how the superseded data were derived.
 BK3237
 BK3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ2148823149(NAD 83)
 BK3237_MARKER: DS = TRIANGULATION STATION DISK
 BK3237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK3237_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BK3237
 BK3237  HISTORY     - Date     Condition        Report By
 BK3237  HISTORY     - 1966     MONUMENTED       CGS
 BK3237
 BK3237                          STATION DESCRIPTION
 BK3237
 BK3237'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3237'THE STATION IS ABOUT 10 1/2 MILES EAST OF JASPER, 10 MILES
 BK3237'WEST SOUTHWEST OF BURKEVILLE, 7 1/2 MILES NORTHWEST OF
 BK3237'NEWTON, AND ON PROPERTY OWNED BY MR. W. PALMER.
 BK3237'
 BK3237'THE STATION IS A STANDARD TRIANGULATION STATION DISK
 BK3237'STAMPED JAMESTOWN RM A 1966, SET IN THE TOP OF A
 BK3237'CYLINDRICAL CONCRETE POST 12 INCHES IN DIAMETER AND
 BK3237'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 174 FEET WEST
 BK3237'SOUTHWEST OF THE CENTER OF FARM ROAD 1012, 49.3 FEET SOUTH
 BK3237'OF A PINE TREE 10 INCHES IN DIAMETER, AND 4.5 FEET WEST OF
 BK3237'A METAL WITNESS POST WITH SIGN ATTACHED.
 BK3237'
 BK3237'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 BK3237'JAMESTOWN 1935, THE DISTANCE BEING 26.7779 METERS OR
 BK3237'87.854 FEET SOUTHWEST OF JAMESTOWN 1935.
 BK3237'
 BK3237'FOR ROUTE TO REACH THE STATION, SEE DESCRIPTION FOR
 BK3237'JAMESTOWN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2778 ***********************************************************************
 AX2778  DESIGNATION -  JANAK RESET
 AX2778  PID         -  AX2778
 AX2778  STATE/COUNTY-  TX/COLORADO
 AX2778  USGS QUAD   -  BORDEN (1981)
 AX2778
 AX2778                         *CURRENT SURVEY CONTROL
 AX2778  ___________________________________________________________________
 AX2778* NAD 83(1993)-  29 40 48.20125(N)    096 44 23.78015(W)     ADJUSTED  
 AX2778* NAVD 88     -       101.     (meters)     331.     (feet)  SCALED    
 AX2778  ___________________________________________________________________
 AX2778  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AX2778  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX2778
 AX2778  HORZ ORDER  -  FIRST
 AX2778
 AX2778.The horizontal coordinates were established by classical geodetic methods
 AX2778.and adjusted by the National Geodetic Survey in February 1996..
 AX2778
 AX2778.The orthometric height was scaled from a topographic map.
 AX2778
 AX2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2778
 AX2778.The geoid height was determined by GEOID03.
 AX2778
 AX2778;                    North         East     Units Scale Factor Converg.
 AX2778;SPC TXSC     - 4,206,780.176   818,721.405   MT  0.99988132   +1 06 26.0
 AX2778;SPC TXSC     -13,801,744.63  2,686,088.48   sFT  0.99988132   +1 06 26.0
 AX2778;UTM  14      - 3,285,470.333   718,702.593   MT  1.00019020   +1 07 10.3
 AX2778
 AX2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2778!SPC TXSC     -   0.99998839  x   0.99988132  =   0.99986972
 AX2778!UTM  14      -   0.99998839  x   1.00019020  =   1.00017859
 AX2778
 AX2778:                Primary Azimuth Mark                     Grid Az
 AX2778:SPC TXSC     -  FAYETTEVILLE MUNICIPAL TANK              013 21 11.5
 AX2778:UTM  14      -  FAYETTEVILLE MUNICIPAL TANK              013 20 27.2
 AX2778
 AX2778|---------------------------------------------------------------------|
 AX2778| PID    Reference Object                     Distance      Geod. Az  |
 AX2778|                                                           dddmmss.s |
 AX2778| AX2768 FAYETTEVILLE MUNICIPAL TANK         APPROX.25.8 KM 0142737.5 |
 AX2778| CV7295 JANAK RM 3                          147.395 METERS 06441     |
 AX2778| CV7293 JANAK RM 1                           29.774 METERS 09410     |
 AX2778| CV7296 JANAK RM 4                          131.796 METERS 11511     |
 AX2778| CV7292 JANAK AZ MK                                        1351818.7 |
 AX2778| AX2779 WEIMAR MUNICIPAL TANK               APPROX. 4.9 KM 3004105.0 |
 AX2778| AX2780 WEIMAR ST MICHAELS CATH CH          APPROX. 4.9 KM 3073215.6 |
 AX2778| AX2795 HOSTYN CATHOLIC CHURCH SPIRE        APPROX.25.4 KM 3163138.7 |
 AX2778| CV7294 JANAK RM 2                           32.013 METERS 33358     |
 AX2778|---------------------------------------------------------------------|
 AX2778
 AX2778                          SUPERSEDED SURVEY CONTROL
 AX2778
 AX2778  NAD 83(1986)-  29 40 48.21622(N)    096 44 23.76726(W) AD(       ) 1
 AX2778  NAD 27      -  29 40 47.37200(N)    096 44 22.85100(W) AD(       ) 1
 AX2778
 AX2778.Superseded values are not recommended for survey control.
 AX2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2778.See file dsdata.txt to determine how the superseded data were derived.
 AX2778
 AX2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT1870385470(NAD 83)
 AX2778_MARKER: DS = TRIANGULATION STATION DISK
 AX2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2778
 AX2778  HISTORY     - Date     Condition        Report By
 AX2778  HISTORY     - 1965     MONUMENTED       CGS
 AX2778
 AX2778                          STATION DESCRIPTION
 AX2778
 AX2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAE)
 AX2778'THE STATION MARKS, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 AX2778'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AT
 AX2778'THE REQUEST OF THE LAND OWNER THE STATION MARKS WERE LOWERED AND
 AX2778'REMARKED IN THE PRECISE HORIZONTAL POSITION AND TWO NEW
 AX2778'REFERENCE MARKS WERE SET.  REFERENCE MARKS NO. 1 AND NO. 2
 AX2778'WERE DESTROYED TO CLEAR THE AREA FOR CULTIVATION.  A COMPLETE
 AX2778'DESCRIPTION IS AS FOLLOWS--
 AX2778'
 AX2778'THE STATION IS ABOUT 3 MILES SOUTHEAST OF WEIMAR, ON LAND OWNED
 AX2778'BY MR. JANAK.  THE STATION IS ON THE HIGHEST PART OF GROUND
 AX2778'IN A CULTIVATED FIELD.
 AX2778'
 AX2778'TO REACH THE STATION FROM THE RAILWAY STATION IN WEIMAR, GO EAST
 AX2778'ON U.S. HIGHWAY 90 FOR 0.85 MILE TO A ROAD ON THE RIGHT
 AX2778'LEADING UNDER THE RAILROAD.  BEAR RIGHT, THROUGH THE UNDERPASS,
 AX2778'AND FOLLOW A BLACK TOP ROAD, EAST AND SOUTH, FOR 1.65 MILES
 AX2778'TO THE INTERSTATE HIGHWAY.  CROSS OVER THE HIGHWAY AND CONTINUE
 AX2778'SOUTH FOR 0.55 MILE TO A NARROW DIRT ROAD ON THE LEFT.  TURN
 AX2778'LEFT, EAST, GO 0.45 MILE TO A GATE ON THE RIGHT.  PASS THROUGH
 AX2778'GATE, GO SOUTHEAST ALONG A TRACK ROAD FOR 0.2 MILE TO A
 AX2778'NORTH-SOUTH FENCE, THENCE SOUTH ALONG THE FENCE LINE FOR 0.1
 AX2778'MILE TO THE STATION AS DESCRIBED.
 AX2778'
 AX2778'STATION MARKS ARE STANDARD DISKS STAMPED JANAK 1943 1965.  THE
 AX2778'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS
 AX2778'20 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 415 FEET WEST
 AX2778'OF THE NORTH-SOUTH FENCE LINE (MEASURED FROM A BRACED FENCE
 AX2778'POST).  THE UNDER GROUND DISK IS SET IN AN IRREGULAR MASS OF
 AX2778'CONCRETE 45 INCHES BELOW THE SURFACE OF THE GROUND.
 AX2778'
 AX2778'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JANAK NO 3 1943
 AX2778'1965, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT
 AX2778'4 INCHES.  IT IS UNDER THE NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF
 AX2778'A METAL WITNESS POST.
 AX2778'
 AX2778'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED JANAK NO 4 1943
 AX2778'1965, IS SET IN A ROUND CONCRETE POST WHICH IS ABOUT 16 INCHES
 AX2778'IN DIAMETER AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 AX2778'IS UNDER THE NORTH-SOUTH FENCE LINE, 59 FEET NORTH OF A T-FENCE
 AX2778'CORNER, AND 2 FEET NORTH OF A METAL WITNESS POST.
 AX2778'
 AX2778'AZIMUTH MARK, A STANDARD DISK STAMPED JANAK 1943, IS SET IN A
 AX2778'12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.  IT IS
 AX2778'ABOUT 0.25 MILE SOUTHEAST OF THE STATION AT THE EAST EDGE OF A
 AX2778'PASTURE, ABOUT 175 YARDS SOUTHEAST OF A POND, 135 FEET SOUTH OF
 AX2778'AN EAST-WEST FENCE LINE, AND 8 FEET EAST OF A NORTH-SOUTH FENCE
 AX2778'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1121 ***********************************************************************
 AH1121  DESIGNATION -  JANET
 AH1121  PID         -  AH1121
 AH1121  STATE/COUNTY-  TX/ARANSAS
 AH1121  USGS QUAD   -  ALLYNS BIGHT (1970)
 AH1121
 AH1121                         *CURRENT SURVEY CONTROL
 AH1121  ___________________________________________________________________
 AH1121* NAD 83(1993)-  27 59 53.38357(N)    096 55 39.86689(W)     ADJUSTED  
 AH1121* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 AH1121  ___________________________________________________________________
 AH1121  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AH1121  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AH1121
 AH1121  HORZ ORDER  -  THIRD
 AH1121
 AH1121.The horizontal coordinates were established by classical geodetic methods
 AH1121.and adjusted by the National Geodetic Survey in February 1996..
 AH1121
 AH1121.The orthometric height was scaled from a topographic map.
 AH1121
 AH1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1121
 AH1121.The geoid height was determined by GEOID03.
 AH1121
 AH1121;                    North         East     Units Scale Factor Converg.
 AH1121;SPC TXSC     - 4,020,075.137   803,851.149   MT  1.00013282   +1 00 54.8
 AH1121;SPC TXSC     -13,189,196.51  2,637,301.64   sFT  1.00013282   +1 00 54.8
 AH1121;UTM  14      - 3,098,729.211   703,778.235   MT  1.00011256   +0 58 23.3
 AH1121
 AH1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1121!SPC TXSC     -   1.00000264  x   1.00013282  =   1.00013546
 AH1121!UTM  14      -   1.00000264  x   1.00011256  =   1.00011520
 AH1121
 AH1121|---------------------------------------------------------------------|
 AH1121| PID    Reference Object                     Distance      Geod. Az  |
 AH1121|                                                           dddmmss.s |
 AH1121| CV3348 JANET RM 1                                         10554     |
 AH1121| AH0050 SHELL                               APPROX.13.2 KM 2690643.1 |
 AH1121| AN2098 ROCKPORT MUNCIPAL TANK              APPROX.12.5 KM 2824706.2 |
 AH1121|---------------------------------------------------------------------|
 AH1121
 AH1121                          SUPERSEDED SURVEY CONTROL
 AH1121
 AH1121  NAD 83(1986)-  27 59 53.39004(N)    096 55 39.84611(W) AD(       ) 3
 AH1121  NAD 27      -  27 59 52.31748(N)    096 55 38.87803(W) AD(       ) 3
 AH1121
 AH1121.Superseded values are not recommended for survey control.
 AH1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1121.See file dsdata.txt to determine how the superseded data were derived.
 AH1121
 AH1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQR0377898729(NAD 83)
 AH1121_MARKER: DE = TRAVERSE STATION DISK
 AH1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1121
 AH1121  HISTORY     - Date     Condition        Report By
 AH1121  HISTORY     - 1968     MONUMENTED       CGS
 AH1121  HISTORY     - 1969     GOOD             CGS
 AH1121
 AH1121                          STATION DESCRIPTION
 AH1121
 AH1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1121'STATION IS LOCATED ON ST. JOSEPH ISLAND IN ARANSAS COUNTY.
 AH1121'
 AH1121'TO REACH STATION FROM THE BOAT LANDING AT FAIRVIEW FARMS
 AH1121'RANCH ON ST. JOSEPH ISLAND, TAKE ROAD RUNNING SOUTHEAST FOR
 AH1121'0.5 MILE PAST MAIN RANCH HOUSE AND OUTBUILDINGS TO CATTLE
 AH1121'GUARD AT SOUTHEAST END OF BUILDINGS.  PASS THROUGH CATTLE
 AH1121'GUARD AND CONTINUE SOUTHEAST FOR 0.8 MILE UNTIL ROAD MEETS
 AH1121'BEACH.  TURN LEFT AND GO NORTHEAST FOR 0.4 MILE TO FENCE.
 AH1121'PASS THROUGH FENCE AND CONTINUE NORTHEAST 1.0 MILE TO ANOTHER
 AH1121'FENCE.  PASS THROUGH GATE AND CONTINUE NORTHEAST 2.5 MILES
 AH1121'TO A THIRD FENCE.  PASS THROUGH GATE AND CONTINUE NORTHEAST
 AH1121'FOR 1.2 MILES.  AT THIS POINT TURN LEFT AND HEAD NORTHWEST
 AH1121'CROSS COUNTRY (FOUR WHEEL DRIVE VEHICLES ONLY) FOR 0.3 MILE
 AH1121'TO PROMINENT SAND DUNE WITH STATION JANET ON TOP.  IT IS
 AH1121'ABOUT 1780 FT. S OF A WINDMILL AND 3600 FT. N OF A
 AH1121'WINDMILL.
 AH1121'
 AH1121'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED JANET 1968
 AH1121'CEMENTED INTO THE TOP OF A 2 INCH DIAMETER GALVANIZED-IRON
 AH1121'PIPE 8 FEET LONG, EMBEDDED IN CONCRETE AND PROJECTING 2 FEET
 AH1121'ABOVE THE SURFACE OF THE GROUND.  A 4 X 4 INCH SQUARE WITNESS
 AH1121'POST WAS ERECTED ABOUT 6 FEET NORTHWEST OF THE STATION.
 AH1121'
 AH1121'R.M. 1 IS ON A SMALLER SAND RIDGE TO THE EAST 166.8 FEET
 AH1121'DISTANT.  R.M. 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 AH1121'JANET NO 1 1968, AND CEMENTED INTO THE TOP OF A 2 INCH DIAMETER
 AH1121'GALVANIZED PIPE 8 FEET LONG, EMBEDDED IN CONCRETE AND PROJECTING
 AH1121'1 FOOT.
 AH1121
 AH1121                          STATION RECOVERY (1969)
 AH1121
 AH1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1121'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 AH1121'IN THE ORIGINAL DESCRIPTION AND FOUND IN GOOD CONDITION.
 AH1121'THE TO REACH IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1002 ***********************************************************************
 CT1002  DESIGNATION -  JANUARY
 CT1002  PID         -  CT1002
 CT1002  STATE/COUNTY-  TX/ERATH
 CT1002  USGS QUAD   -  ALEXANDER (1979)
 CT1002
 CT1002                         *CURRENT SURVEY CONTROL
 CT1002  ___________________________________________________________________
 CT1002* NAD 83(1993)-  32 04 39.95907(N)    098 11 25.05017(W)     ADJUSTED  
 CT1002* NAVD 88     -       389.4    (meters)    1278.     (feet)  VERTCON   
 CT1002  ___________________________________________________________________
 CT1002  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CT1002  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CT1002
 CT1002  HORZ ORDER  -  FIRST
 CT1002
 CT1002.The horizontal coordinates were established by classical geodetic methods
 CT1002.and adjusted by the National Geodetic Survey in February 1996..
 CT1002
 CT1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1002
 CT1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1002
 CT1002.The geoid height was determined by GEOID03.
 CT1002
 CT1002;                    North         East     Units Scale Factor Converg.
 CT1002;SPC TXNC     - 2,045,631.583   629,241.002   MT  1.00001585   +0 10 08.1
 CT1002;SPC TXNC     - 6,711,376.29  2,064,434.85   sFT  1.00001585   +0 10 08.1
 CT1002;UTM  14      - 3,549,342.340   576,417.770   MT  0.99967202   +0 25 48.1
 CT1002
 CT1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1002!SPC TXNC     -   0.99994317  x   1.00001585  =   0.99995902
 CT1002!UTM  14      -   0.99994317  x   0.99967202  =   0.99961521
 CT1002
 CT1002|---------------------------------------------------------------------|
 CT1002| PID    Reference Object                     Distance      Geod. Az  |
 CT1002|                                                           dddmmss.s |
 CT1002| CX8389 JANUARY RM 1                         23.910 METERS 04749     |
 CT1002| CX8390 JANUARY RM 2                         27.927 METERS 13945     |
 CT1002| CA0969 PURVES MIDLAND TEL MICROWAVE        APPROX.10.7 KM 2022625.5 |
 CT1002| CX8388 JANUARY AZ MK                                      3505354.0 |
 CT1002|---------------------------------------------------------------------|
 CT1002
 CT1002                          SUPERSEDED SURVEY CONTROL
 CT1002
 CT1002  NAD 83(1986)-  32 04 39.96519(N)    098 11 25.02996(W) AD(       ) 1
 CT1002  NAD 27      -  32 04 39.44625(N)    098 11 23.88764(W) AD(       ) 1
 CT1002  NGVD 29 (07/19/86)  389.3    (m)         1277.     (f) VERT ANG       
 CT1002
 CT1002.Superseded values are not recommended for survey control.
 CT1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1002.See file dsdata.txt to determine how the superseded data were derived.
 CT1002
 CT1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA7641849342(NAD 83)
 CT1002_MARKER: DS = TRIANGULATION STATION DISK
 CT1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1002
 CT1002  HISTORY     - Date     Condition        Report By
 CT1002  HISTORY     - 1967     MONUMENTED       CGS
 CT1002  HISTORY     - 19990828 GOOD             USPSQD
 CT1002
 CT1002                          STATION DESCRIPTION
 CT1002
 CT1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CT1002'THE STATION IS ABOUT 11 MILES NORTHWEST OF HICO, 10 MILES SOUTH
 CT1002'OF STEPHENVILLE, 9 MILES EAST OF DUBLIN, 1-1/2 MILES NORTH-NORTHEAST
 CT1002'OF THE SMALL SETTLEMENT OF ALEXANDER, AND ON THE RIGHT-OF-WAY
 CT1002'OF FARM ROAD 914.
 CT1002'
 CT1002'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 377 AND
 CT1002'67 AT THE SOUTH EDGE OF STEPHENVILLE, GO WEST ON U.S. HIGHWAY
 CT1002'377 FOR 0.9 MILE TO THE JUNCTION OF FARM ROAD 914.  TURN LEFT
 CT1002'AND GO SOUTHERLY ON FARM ROAD 914 FOR 2.75 MILES TO THE JUNCTION
 CT1002'OF FARM ROAD 847.  CONTINUE SOUTHERLY ON FARM ROAD 914 FOR 5.5
 CT1002'MILES TO A SIDE ROAD LEFT (GRAVELED).  CONTINUE SOUTHERLY ON
 CT1002'FARM ROAD 914 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 CT1002'RIGHT.  CONTINUE SOUTHERLY ON FARM ROAD 914 FOR 0.8 MILE TO
 CT1002'THE STATION ON THE RIGHT.
 CT1002'
 CT1002'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED
 CT1002'JANUARY 1967, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 CT1002'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 42-1/2
 CT1002'FEET NORTHWEST OF THE CENTER OF FARM ROAD 914, 22 FEET NORTHEAST
 CT1002'OF A 12-INCH OAK TREE, 12-1/2 FEET EAST OF A FENCE CORNER,
 CT1002'AND 8.3 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN
 CT1002'ATTACHED.
 CT1002'
 CT1002'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 CT1002'JANUARY NO 1 1967, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 CT1002'POST 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 52
 CT1002'FEET SOUTHWEST OF A FENCE CORNER, 39 FEET NORTHWEST OF THE
 CT1002'CENTER OF FARM ROAD 914, AND 1.5 FEET SOUTHEAST OF A FENCE.
 CT1002'
 CT1002'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 CT1002'JANUARY NO 2 1967, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 CT1002'POST 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS
 CT1002'49 FEET SOUTHEAST OF THE CENTER OF FARM ROAD 914, 3.3 FEET
 CT1002'SOUTHWEST OF A TELEPHONE POLE, AND 1.3 FEET NORTHWEST OF A FENCE.
 CT1002'
 CT1002'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED
 CT1002'JANUARY 1967, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 CT1002'12 INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE
 CT1002'GROUND.  IT IS 50 FEET WEST OF THE CENTER OF FARM ROAD 914,
 CT1002'5 FEET SOUTH OF A FENCE CORNER POST, AND 1 FOOT EAST OF A METAL
 CT1002'WITNESS POST WITH SIGN ATTACHED, SET IN THE FENCE LINE.
 CT1002
 CT1002                          STATION RECOVERY (1999)
 CT1002
 CT1002'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0975 ***********************************************************************
 CU0975  DESIGNATION -  JANUS
 CU0975  PID         -  CU0975
 CU0975  STATE/COUNTY-  TX/NOLAN
 CU0975  USGS QUAD   -  LORAINE (1969)
 CU0975
 CU0975                         *CURRENT SURVEY CONTROL
 CU0975  ___________________________________________________________________
 CU0975* NAD 83(1993)-  32 24 43.54855(N)    100 39 08.28825(W)     ADJUSTED  
 CU0975* NAVD 88     -       738.     (meters)    2421.     (feet)  SCALED    
 CU0975  ___________________________________________________________________
 CU0975  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CU0975  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 CU0975
 CU0975  HORZ ORDER  -  FIRST
 CU0975
 CU0975.The horizontal coordinates were established by classical geodetic methods
 CU0975.and adjusted by the National Geodetic Survey in February 1996..
 CU0975
 CU0975.The orthometric height was scaled from a topographic map.
 CU0975
 CU0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0975
 CU0975.The geoid height was determined by GEOID03.
 CU0975
 CU0975;                    North         East     Units Scale Factor Converg.
 CU0975;SPC TXNC     - 2,084,735.507   397,564.522   MT  0.99993447   -1 10 25.9
 CU0975;SPC TXNC     - 6,839,669.74  1,304,342.94   sFT  0.99993447   -1 10 25.9
 CU0975;UTM  14      - 3,587,316.061   344,624.061   MT  0.99989771   -0 53 09.0
 CU0975
 CU0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0975!SPC TXNC     -   0.99988829  x   0.99993447  =   0.99982276
 CU0975!UTM  14      -   0.99988829  x   0.99989771  =   0.99978601
 CU0975
 CU0975:                Primary Azimuth Mark                     Grid Az
 CU0975:SPC TXNC     -  ROSCOE WESTEX COOP ELEVATOR              071 45 01.5
 CU0975:UTM  14      -  ROSCOE WESTEX COOP ELEVATOR              071 27 44.6
 CU0975
 CU0975|---------------------------------------------------------------------|
 CU0975| PID    Reference Object                     Distance      Geod. Az  |
 CU0975|                                                           dddmmss.s |
 CU0975| CU0966 ROSCOE WESTEX COOP ELEVATOR         APPROX.11.9 KM 0703435.6 |
 CU0975| CU0965 ROSCOE MUNICIPAL TANK               APPROX.11.4 KM 0710924.6 |
 CU0975| CU0967 ROSCOE TALLER MUN TANK              APPROX.11.0 KM 0742208.2 |
 CU0975| CX8391 JANUS AZ MK                                        0754312.7 |
 CU0975| CU0969 ROSCOE TEXAS ELEC CO MAST           APPROX. 7.2 KM 1042025.0 |
 CU0975| CU0976 LORAINE MUN TANK                    APPROX. 5.8 KM 2604226.3 |
 CU0975| CX8392 JANUS RM 1                           10.197 METERS 27928     |
 CU0975| CU0977 WASTELLA MAGNOLIA PIPELINE TWR      APPROX.11.1 KM 3193031.6 |
 CU0975| CX8393 JANUS RM 2                           10.810 METERS 34019     |
 CU0975|---------------------------------------------------------------------|
 CU0975
 CU0975                          SUPERSEDED SURVEY CONTROL
 CU0975
 CU0975  NAD 83(1986)-  32 24 43.55321(N)    100 39 08.27828(W) AD(       ) 1
 CU0975  NAD 27      -  32 24 43.12290(N)    100 39 06.88750(W) AD(       ) 1
 CU0975
 CU0975.Superseded values are not recommended for survey control.
 CU0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0975.See file dsdata.txt to determine how the superseded data were derived.
 CU0975
 CU0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA4462487316(NAD 83)
 CU0975_MARKER: DS = TRIANGULATION STATION DISK
 CU0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU0975
 CU0975  HISTORY     - Date     Condition        Report By
 CU0975  HISTORY     - 1968     MONUMENTED       CGS
 CU0975  HISTORY     - 1978     GOOD             DMA
 CU0975  HISTORY     - 1982     MARK NOT FOUND   NGS
 CU0975
 CU0975                          STATION DESCRIPTION
 CU0975
 CU0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU0975'THE STATION IS LOCATED ABOUT 6 MILES, AIRLINE, SOUTHWEST OF
 CU0975'ROSCOE, 4 MILES EAST OF LORAINE AND AT THE SOUTH END AND ON THE
 CU0975'APPROACH TO AN OVERPASS CROSSING OVER INTERSTATE 20.
 CU0975'
 CU0975'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 20 AND
 CU0975'FARM ROAD 644 AT THE NORTHEAST EDGE OF LORAINE, GO EAST ON
 CU0975'INTERSTATE 20 FOR 3.9 MILES TO AN OVERPASS CROSSING OVER
 CU0975'INTERSTATE 20 AND THE STATION AT THE SOUTHEAST CORNER OF THE
 CU0975'OVERPASS.
 CU0975'
 CU0975'THE STATION MARK IS A STANDARD DISK STAMPED JANUS 1968, SET IN
 CU0975'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE SURFACE.  IT IS
 CU0975'20.3 FEET SOUTHEAST OF THE OVERPASS, 17.8 FEET EAST OF THE
 CU0975'APPROXIMATE CENTER OF THE ROAD AND 6.0 FEET SOUTHEAST OF A
 CU0975'WITNESS POST.
 CU0975'
 CU0975'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JANUS NO 1 1968,
 CU0975'SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE OVERPASS.  IT
 CU0975'IS 12.0 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD AND 27.7
 CU0975'FEET WEST OF THE WITNESS POST.
 CU0975'
 CU0975'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JANUS NO 2 1968, SET
 CU0975'IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE OVERPASS.  IT IS
 CU0975'12.8 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD AND 30.6
 CU0975'FEET NORTH OF THE WITNESS POST.
 CU0975'
 CU0975'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JANUS 1968, SET IN
 CU0975'A DRILL HOLE IN THE NORTHWEST CORNER OF AN OVERPASS.  IT IS
 CU0975'17.5 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 CU0975'INTERSTATE 20.
 CU0975'
 CU0975'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 CU0975'INTERSTATE 20 FOR 1.0 MILE TO WHERE INTERSTATE 20 CROSSES OVER
 CU0975'FARM ROAD 1230 AND THE MARK AS DESCRIBED.
 CU0975'
 CU0975'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 CU0975
 CU0975                          STATION RECOVERY (1978)
 CU0975
 CU0975'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (B)
 CU0975'JANUS RECOVERED GOOD.
 CU0975'
 CU0975'NO. 1 NO. 2 RECOVERED GOOD.
 CU0975'
 CU0975'(AZIMUTH MK.) RECOVERED GOOD.
 CU0975'
 CU0975'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES E. OF LORAINE.
 CU0975
 CU0975                          STATION RECOVERY (1982)
 CU0975
 CU0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CU0975'THE STATION MARK WAS NOT RECOVERED, REFERENCE MARKS NO 1 AND NO 2
 CU0975'WERE RECOVERED AS DESCRIBED IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0966 ***********************************************************************
 CB0966  DESIGNATION -  JAPSON
 CB0966  PID         -  CB0966
 CB0966  STATE/COUNTY-  TX/REAGAN
 CB0966  USGS QUAD   -  GARDENER DRAW (1970)
 CB0966
 CB0966                         *CURRENT SURVEY CONTROL
 CB0966  ___________________________________________________________________
 CB0966* NAD 83(1993)-  31 17 41.24536(N)    101 32 56.24108(W)     ADJUSTED  
 CB0966* NAVD 88     -       836.0    (meters)    2743.     (feet)  VERTCON   
 CB0966  ___________________________________________________________________
 CB0966  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CB0966  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CB0966
 CB0966  HORZ ORDER  -  FIRST
 CB0966
 CB0966.The horizontal coordinates were established by classical geodetic methods
 CB0966.and adjusted by the National Geodetic Survey in February 1996..
 CB0966
 CB0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0966
 CB0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0966
 CB0966.The geoid height was determined by GEOID03.
 CB0966
 CB0966;                    North         East     Units Scale Factor Converg.
 CB0966;SPC TX C     - 3,181,119.182   584,276.024   MT  0.99989480   -0 37 34.0
 CB0966;SPC TX C     -10,436,721.85  1,916,912.26   sFT  0.99989480   -0 37 34.0
 CB0966;UTM  14      - 3,465,077.378   257,375.892   MT  1.00032614   -1 19 28.9
 CB0966
 CB0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0966!SPC TX C     -   0.99987253  x   0.99989480  =   0.99976734
 CB0966!UTM  14      -   0.99987253  x   1.00032614  =   1.00019863
 CB0966
 CB0966:                Primary Azimuth Mark                     Grid Az
 CB0966:SPC TX C     -  OIL DERRICK                              016 47 57.6
 CB0966:UTM  14      -  OIL DERRICK                              017 29 52.5
 CB0966
 CB0966|---------------------------------------------------------------------|
 CB0966| PID    Reference Object                     Distance      Geod. Az  |
 CB0966|                                                           dddmmss.s |
 CB0966| CB0965 OIL DERRICK                         APPROX. 4.4 KM 0161023.6 |
 CB0966| CH9660 JAPSON RM 1                          21.979 METERS 06353     |
 CB0966| CH9661 JAPSON RM 2 AZIMUTH                 180.137 METERS 14238     |
 CB0966| CB0958 BIG LAKE MUNICIPAL TANK             APPROX.14.1 KM 1434314.1 |
 CB0966|---------------------------------------------------------------------|
 CB0966
 CB0966                          SUPERSEDED SURVEY CONTROL
 CB0966
 CB0966  NAD 83(1986)-  31 17 41.25537(N)    101 32 56.22692(W) AD(       ) 1
 CB0966  NAD 27      -  31 17 40.71400(N)    101 32 54.80200(W) AD(       ) 1
 CB0966  NGVD 29 (07/19/86)  835.7    (m)         2742.     (f) VERT ANG       
 CB0966
 CB0966.Superseded values are not recommended for survey control.
 CB0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0966.See file dsdata.txt to determine how the superseded data were derived.
 CB0966
 CB0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV5737665077(NAD 83)
 CB0966_MARKER: DS = TRIANGULATION STATION DISK
 CB0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0966
 CB0966  HISTORY     - Date     Condition        Report By
 CB0966  HISTORY     - 1932     MONUMENTED       CGS
 CB0966  HISTORY     - 1932     GOOD             CGS
 CB0966  HISTORY     - 1937     GOOD             TXHD
 CB0966  HISTORY     - 1957     GOOD             LOCSUR
 CB0966  HISTORY     - 1957     GOOD             USAF
 CB0966
 CB0966                          STATION DESCRIPTION
 CB0966
 CB0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CB0966'ABOUT 6 MILES N AND 3 MILES W OF BIG LAKE, ABOUT 3 MILES NW
 CB0966'OF ROY JAPSONS RANCH, ON THE WESTERN ONE OF 2 LOW HILLS, THE
 CB0966'ONLY PROMINENT ONES IN THE VICINITY, 400 FEET NW OF A LARGE
 CB0966'GROUND WATER TANK AND WINDMILL.
 CB0966'
 CB0966'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CB0966'DISKS SET IN CONCRETE.
 CB0966'
 CB0966'SURFACE MARK PROJECTS 6 INCHES ABOVE GROUND.
 CB0966'
 CB0966'REFERENCE MARK NO. 1 PROJECTS 10 INCHES ABOVE THE GROUND, AND
 CB0966'IS 72.11 FEET FROM STATION N 63 DEG 53 MIN E.
 CB0966'
 CB0966'REFERENCE MARK NO. 2 PROJECTS 4 INCHES ABOVE THE GROUND, IS
 CB0966'51 FEET NE OF THE TANK, AND 591 FEET FROM STATION, S 37 DEG 22 MIN E.
 CB0966'
 CB0966'OTHER BEARINGS FROM STATION ARE--BIG LAKE MUNICIPAL WATER
 CB0966'TANK, FINIAL, S 36 DEG 17 MIN E.  OIL DERRICK, APPROXIMATELY
 CB0966'4 MILES DISTANT, N 16 DEG 10 MIN E.  WINDMILL, 625 FEET
 CB0966'DISTANT, S 28 DEG 39 MIN E.
 CB0966'
 CB0966'TO REACH THE STATION FROM BIG LAKE, GO N ON THE ROAD TO STILES
 CB0966'AND GARDEN CITY, 7.0 MILES FROM POINT OPPOSITE TEXAS HIGHWAY
 CB0966'DEPARTMENT BUILDING IN NW PART OF TOWN TO A RED IRON GROUND
 CB0966'TANK AND WINDMILL ON LEFT SIDE OF ROAD.  CONTINUE ON SAME ROAD
 CB0966'0.5 MILE TO WOODEN MAIL BOX ON THE LEFT SIDE OF ROAD AND RANCH
 CB0966'ROAD LEADING OUT TO LEFT.  TURN ONTO THIS ROAD, PASS THROUGH
 CB0966'GATE AND TO 2.0 MILES TO GATE.  PASS THROUGH GATE AND TURN
 CB0966'ONTO ROAD LEADING NW TO TANK AND WINDMILL AND STATION.
 CB0966
 CB0966                          STATION RECOVERY (1932)
 CB0966
 CB0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 CB0966'STATION MARK - STANDARD NGS BRONZE DISK SET IN CONCRETE, STAMPED
 CB0966'---JAPSON 1932 USGS---.
 CB0966'
 CB0966'RECOVERED AND REDESCRIBED AS FOLLOWS, TO REACH FROM THE
 CB0966'JUNCTION OF U.S. HIGHWAY 67 AND STATE RD. 137 ON THE W. SIDE OF BIG
 CB0966'LAKE, TEXAS, GO N. ON STATE RD. 137 7.45 MI. TO RANCH RD. AND CATTLE
 CB0966'GUARD ON THE LEFT.  TURN LEFT W. ON RANCH RD. 3.0 MI. TO A TRACK RD.
 CB0966'ON THE RIGHT. TURN RIGHT NE. ON TRACK RD. 0.9 MI. TO THE TOP OF HILL
 CB0966'TO WINDMILL AND TANKS, STATION IS 400 FT. NW. OF THE TANKS AND
 CB0966'WINDMILL.  STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CB0966'RANCH NOW BELONGS TO EARL WHISNAND.
 CB0966'
 CB0966'REFERENCE MARKS - NONE.
 CB0966
 CB0966                          STATION RECOVERY (1937)
 CB0966
 CB0966'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0966'STATION AND REFERENCE MARKS RECOVERED AND FOUND TO BE IN
 CB0966'GOOD CONDITION AS DESCRIBED.  DESCRIPTION FOR LOCATING STATION
 CB0966'IS ADEQUATE.
 CB0966
 CB0966                          STATION RECOVERY (1957)
 CB0966
 CB0966'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1957 (WLF)
 CB0966'RECOVERED BY PLYMOUTH OIL CO.
 CB0966'
 CB0966'ALL MARKS IN GOOD SHAPE.  THE ROAD FROM BIG LAKE TO GARDEN
 CB0966'CITY IS NOW STATE HIGHWAY 33.  THE WINDMILLS AND TANKS ARE
 CB0966'STILL THERE AND IT MIGHT BE ADDED THAT IT IS IN SECTION 2,
 CB0966'BLOCK 10 UNIVERSITY LANDS.
 CB0966
 CB0966                          STATION RECOVERY (1957)
 CB0966
 CB0966'RECOVERY NOTE BY US AIR FORCE 1957
 CB0966'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0966'
 CB0966'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE ROAD 137,
 CB0966'ON THE W. SIDE OF BIG LAKE, TEXAS, GO N. ON STATE ROAD 137 7.45
 CB0966'MI. TO A RANCH RD. AND CATTLEGUARD ON THE LEFT.  TURN LEFT (W.)
 CB0966'ON RANCH RD. 3.0 MI. TO A TRACK RD. ON THE RIGHT.  TURN RIGHT (NE.)
 CB0966'ON TRACK RD. 0.9 MI. TO THE TOP OF HILL TO WINDMILL AND TANKS,
 CB0966'STATION IS 400 FT. NW. OF THE TANKS AND WINDMILL.
 CB0966'
 CB0966'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  RANCH NOW
 CB0966'BELONGS TO EARL WHISNAND.
 CB0966'
 CB0966'STATION MARK--STANDARD USC AND GS BRONZE DISK, SET IN CONCRETE, AND
 CB0966'STAMPED ---JAPSON 1932 (USGS)---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1337 ***********************************************************************
 AJ1337  DESIGNATION -  JARA CHINA
 AJ1337  PID         -  AJ1337
 AJ1337  STATE/COUNTY-  TX/DUVAL
 AJ1337  USGS QUAD   -  PARRILLA CREEK NE (1968)
 AJ1337
 AJ1337                         *CURRENT SURVEY CONTROL
 AJ1337  ___________________________________________________________________
 AJ1337* NAD 83(1993)-  27 42 34.13082(N)    098 32 44.42921(W)     ADJUSTED  
 AJ1337* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 AJ1337  ___________________________________________________________________
 AJ1337  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AJ1337  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AJ1337
 AJ1337  HORZ ORDER  -  THIRD
 AJ1337
 AJ1337.The horizontal coordinates were established by classical geodetic methods
 AJ1337.and adjusted by the National Geodetic Survey in February 1996..
 AJ1337
 AJ1337.The orthometric height was scaled from a topographic map.
 AJ1337
 AJ1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1337
 AJ1337.The geoid height was determined by GEOID03.
 AJ1337
 AJ1337;                    North         East     Units Scale Factor Converg.
 AJ1337;SPC TX S     - 5,226,333.405   295,495.483   MT  0.99997099   -0 01 14.7
 AJ1337;SPC TX S     -17,146,728.85    969,471.43   sFT  0.99997099   -0 01 14.7
 AJ1337;UTM  14      - 3,065,103.321   544,789.900   MT  0.99962476   +0 12 40.5
 AJ1337
 AJ1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1337!SPC TX S     -   0.99997339  x   0.99997099  =   0.99994438
 AJ1337!UTM  14      -   0.99997339  x   0.99962476  =   0.99959816
 AJ1337
 AJ1337:                Primary Azimuth Mark                     Grid Az
 AJ1337:SPC TX S     -  SWEDEN                                   194 55 39.6
 AJ1337:UTM  14      -  SWEDEN                                   194 41 44.4
 AJ1337
 AJ1337|---------------------------------------------------------------------|
 AJ1337| PID    Reference Object                     Distance      Geod. Az  |
 AJ1337|                                                           dddmmss.s |
 AJ1337| AJ1341 SWEDEN                              APPROX.17.6 KM 1945424.9 |
 AJ1337|---------------------------------------------------------------------|
 AJ1337
 AJ1337                          SUPERSEDED SURVEY CONTROL
 AJ1337
 AJ1337  NAD 83(1986)-  27 42 34.13665(N)    098 32 44.40449(W) AD(       ) 3
 AJ1337  NAD 27      -  27 42 33.03106(N)    098 32 43.36274(W) AD(       ) 3
 AJ1337
 AJ1337.Superseded values are not recommended for survey control.
 AJ1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1337.See file dsdata.txt to determine how the superseded data were derived.
 AJ1337
 AJ1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR4479065103(NAD 83)
 AJ1337_MARKER: DD = SURVEY DISK
 AJ1337_SETTING: 0 = UNSPECIFIED SETTING
 AJ1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1337
 AJ1337  HISTORY     - Date     Condition        Report By
 AJ1337  HISTORY     - 1920     MONUMENTED       USGS
 AJ1337
 AJ1337                          STATION DESCRIPTION
 AJ1337
 AJ1337'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1337'STATION IS IN A PASTURE LOCALLY KNOWN AS JARA CHINA, 0.5 MI. SE. OF
 AJ1337'HOUSE OCCUPIED BY MANUEL SORETO.  IT IS 15 MI. NW. OF BENAVIDES ON
 AJ1337'HIGH RIDGE OVERLOOKING THE COUNTRY TO W. FROM BENAVIDES GO 15 MI. ON
 AJ1337'SOLEDAD RANCH RD. TO A POINT WHERE RD. TURNS WESTWARD AND DESCENDS
 AJ1337'ABRUPTLY. FROM THIS POINT THE STATION IS 300 YARDS N. OF RD. AND IS
 AJ1337'0.25 MI. NW. OF A WINDMILL AND EARTHEN TANK.
 AJ1337'
 AJ1337'STATION MARK - BRONZE TABLET IN CONCRETE POST, PROJECTING 6 IN. ABOVE
 AJ1337'SURFACE.
 AJ1337'
 AJ1337'REFERENCE MARK - 5/8 IN. BOLT IN CONCRETE POST 32.80 FT. FROM
 AJ1337'STATION, S 85 DEG 01 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1192 ***********************************************************************
 AJ1192  DESIGNATION -  JARITA
 AJ1192  PID         -  AJ1192
 AJ1192  STATE/COUNTY-  TX/JIM WELLS
 AJ1192  USGS QUAD   -  SHAEFFER RANCH (1963)
 AJ1192
 AJ1192                         *CURRENT SURVEY CONTROL
 AJ1192  ___________________________________________________________________
 AJ1192* NAD 83(1993)-  27 54 48.07667(N)    098 11 39.84795(W)     ADJUSTED  
 AJ1192* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 AJ1192  ___________________________________________________________________
 AJ1192  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AJ1192  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AJ1192
 AJ1192  HORZ ORDER  -  THIRD
 AJ1192
 AJ1192.The horizontal coordinates were established by classical geodetic methods
 AJ1192.and adjusted by the National Geodetic Survey in February 1996..
 AJ1192
 AJ1192.The orthometric height was scaled from a topographic map.
 AJ1192
 AJ1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1192
 AJ1192.The geoid height was determined by GEOID03.
 AJ1192
 AJ1192;                    North         East     Units Scale Factor Converg.
 AJ1192;SPC TX S     - 5,248,961.472   330,083.788   MT  1.00002124   +0 08 19.5
 AJ1192;SPC TX S     -17,220,967.76  1,082,949.89   sFT  1.00002124   +0 08 19.5
 AJ1192;SPC TXSC     - 4,009,142.577   679,316.093   MT  1.00016803   +0 23 40.8
 AJ1192;SPC TXSC     -13,153,328.60  2,228,722.88   sFT  1.00016803   +0 23 40.8
 AJ1192;UTM  14      - 3,087,865.184   579,273.152   MT  0.99967756   +0 22 37.7
 AJ1192
 AJ1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1192!SPC TX S     -   0.99998637  x   1.00002124  =   1.00000761
 AJ1192!SPC TXSC     -   0.99998637  x   1.00016803  =   1.00015440
 AJ1192!UTM  14      -   0.99998637  x   0.99967756  =   0.99966394
 AJ1192
 AJ1192:                Primary Azimuth Mark                     Grid Az
 AJ1192:SPC TX S     -  JARITA AZ MK                             009 03 06.3
 AJ1192:SPC TXSC     -  JARITA AZ MK                             008 47 45.0
 AJ1192:UTM  14      -  JARITA AZ MK                             008 48 48.1
 AJ1192
 AJ1192|---------------------------------------------------------------------|
 AJ1192| PID    Reference Object                     Distance      Geod. Az  |
 AJ1192|                                                           dddmmss.s |
 AJ1192| CV3349 JARITA AZ MK                                       0091125.8 |
 AJ1192| CV3351 JARITA RM 2                          10.233 METERS 21118     |
 AJ1192| CV3350 JARITA RM 1                          11.128 METERS 35007     |
 AJ1192|---------------------------------------------------------------------|
 AJ1192
 AJ1192                          SUPERSEDED SURVEY CONTROL
 AJ1192
 AJ1192  NAD 83(1986)-  27 54 48.08298(N)    098 11 39.82612(W) AD(       ) 3
 AJ1192  NAD 27      -  27 54 47.00900(N)    098 11 38.81400(W) AD(       ) 3
 AJ1192
 AJ1192.Superseded values are not recommended for survey control.
 AJ1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1192.See file dsdata.txt to determine how the superseded data were derived.
 AJ1192
 AJ1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR7927387865(NAD 83)
 AJ1192_MARKER: DS = TRIANGULATION STATION DISK
 AJ1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1192
 AJ1192  HISTORY     - Date     Condition        Report By
 AJ1192  HISTORY     - 1953     MONUMENTED       CGS
 AJ1192  HISTORY     - 1983     SEE DESCRIPTION  LOCENG
 AJ1192
 AJ1192                          STATION DESCRIPTION
 AJ1192
 AJ1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AJ1192'THE STATION IS ABOUT 11 MILES NORTH NORTHEAST OF SAN DIEGO,
 AJ1192'13 MILES NORTHWEST OF ALICE, AND 2-1/2 MILES EAST OF THE JIM
 AJ1192'WELLS-DUVAL COUNTY LINE, ON THE WEST SIDE OF A NORTH AND SOUTH
 AJ1192'DIRT ROAD AT EDGE OF MESQUITE TIMBER ON HIGHEST POINT OF RIDGE.
 AJ1192'
 AJ1192'ON PROPERTY OF MR. BEN COX OF SANDIA, TEXAS.
 AJ1192'
 AJ1192'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 281 AND U.S. HIGHWAY
 AJ1192'59 IN ALICE, GO NORTH ON U.S. HIGHWAY 281 FOR 9.2 MILES TO
 AJ1192'CROSSROADS, TURN LEFT AND GO WEST ON JIM WELLS COUNTY ROAD 239
 AJ1192'FOR 2.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST
 AJ1192'THENCE NORTHWEST ON JIM WELLS COUNTY ROAD 235 FOR 1.5 MILES TO
 AJ1192'CROSSROADS, TURN RIGHT AND GO NORTH AND NORTHWEST ON JIM WELLS
 AJ1192'COUNTY ROAD 237 FOR 5.0 MILES TO A SIDE ROAD LEFT, TURN LEFT
 AJ1192'AND GO SOUTH ON JIM WELLS COUNTY ROAD 238 FOR 0.6 MILE AND
 AJ1192'STATION MARK ON LEFT, EAST, SIDE OF ROAD.
 AJ1192'
 AJ1192'THE STATION IS A STANDARD BRONZE DISK STAMPED JARITA 1953 AND
 AJ1192'PROJECTS 5 INCHES.  THE MARK IS 29 FEET EAST OF CENTER OF JIM
 AJ1192'WELLS COUNTY ROAD 238 , 14 FEET EAST OF A NORTH-SOUTH FENCE
 AJ1192'AND 1 FOOT SOUTH OF A WITNESS POST.
 AJ1192'
 AJ1192'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK STAMPED JARITA
 AJ1192'NO 1 1953 AND PROJECTS 5 INCHES.  THE MARK IS 17 FEET EAST OF
 AJ1192'CENTERLINE OF JIM WELLS COUNTY ROAD 238 AND 1 FOOT EAST OF A
 AJ1192'NORTH-SOUTH FENCE.
 AJ1192'
 AJ1192'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK STAMPED JARITA
 AJ1192'NO 2 1953 AND PROJECTS 6 INCHES.  THE MARK IS 17 FEET EAST OF
 AJ1192'CENTERLINE OF JIM WELLS COUNTY ROAD 238 AND 1 FOOT EAST OF A
 AJ1192'NORTH-SOUTH FENCE.
 AJ1192'
 AJ1192'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED JARITA 1953
 AJ1192'AND PROJECTS 6 INCHES.  THE MARK IS 16 FEET EAST OF CENTERLINE
 AJ1192'OF JIM WELLS COUNTY ROAD 238, 2 FEET NORTHEST OF A WITNESS
 AJ1192'POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 AJ1192'
 AJ1192'ON PROPERTY OF MR. BEN COX OF SANDIA, TEXAS.
 AJ1192'
 AJ1192'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 AJ1192
 AJ1192                          STATION RECOVERY (1983)
 AJ1192
 AJ1192'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (FVH)
 AJ1192'JARITA DESTROYED.
 AJ1192'
 AJ1192'THE TRIANGULATION STATION DISK WAS FOUND IN UP-ROOTED CONCRETE POST.
 AJ1192'
 AJ1192'REFERENCE MARKS HAVE BEEN TORN UP.
 AJ1192'
 AJ1192'AZIMUTH MARK FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0606 ***********************************************************************
 AY0606  DESIGNATION -  JARRATT
 AY0606  PID         -  AY0606
 AY0606  STATE/COUNTY-  TX/BEXAR
 AY0606  USGS QUAD   -  MACDONA (1991)
 AY0606
 AY0606                         *CURRENT SURVEY CONTROL
 AY0606  ___________________________________________________________________
 AY0606* NAD 83(1993)-  29 17 20.67109(N)    098 42 22.89720(W)     ADJUSTED  
 AY0606* NAVD 88     -       213.268  (meters)     699.70   (feet)  ADJUSTED  
 AY0606  ___________________________________________________________________
 AY0606  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 AY0606  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AY0606  DYNAMIC HT  -         212.962 (meters)     698.69  (feet)  COMP
 AY0606  MODELED GRAV-     979,203.0   (mgal)                       NAVD 88
 AY0606
 AY0606  HORZ ORDER  -  FIRST
 AY0606  VERT ORDER  -  FIRST     CLASS II
 AY0606
 AY0606.The horizontal coordinates were established by classical geodetic methods
 AY0606.and adjusted by the National Geodetic Survey in February 1996..
 AY0606
 AY0606.The orthometric height was determined by differential leveling
 AY0606.and adjusted by the National Geodetic Survey in June 1991..
 AY0606
 AY0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0606
 AY0606.The geoid height was determined by GEOID03.
 AY0606
 AY0606.The dynamic height is computed by dividing the NAVD 88
 AY0606.geopotential number by the normal gravity value computed on the
 AY0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0606.degrees latitude (g = 980.6199 gals.).
 AY0606
 AY0606.The modeled gravity was interpolated from observed gravity values.
 AY0606
 AY0606;                    North         East     Units Scale Factor Converg.
 AY0606;SPC TXSC     - 4,161,370.463   628,528.034   MT  0.99986356   +0 08 37.9
 AY0606;SPC TXSC     -13,652,762.93  2,062,095.72   sFT  0.99986356   +0 08 37.9
 AY0606;UTM  14      - 3,240,049.127   528,520.610   MT  0.99961004   +0 08 37.2
 AY0606
 AY0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0606!SPC TXSC     -   0.99997040  x   0.99986356  =   0.99983397
 AY0606!UTM  14      -   0.99997040  x   0.99961004  =   0.99958045
 AY0606
 AY0606|---------------------------------------------------------------------|
 AY0606| PID    Reference Object                     Distance      Geod. Az  |
 AY0606|                                                           dddmmss.s |
 AY0606| AY0607 JARRATT RM 1                         21.168 METERS 11423     |
 AY0606| AY0609 JARRATT AZ MK                                      1703449.9 |
 AY0606| AY0608 JARRATT RM 2                         34.519 METERS 19125     |
 AY0606| AY1931 PADRONE                             APPROX.13.6 KM 3530714.5 |
 AY0606|---------------------------------------------------------------------|
 AY0606
 AY0606                          SUPERSEDED SURVEY CONTROL
 AY0606
 AY0606  NAD 83(1986)-  29 17 20.67512(N)    098 42 22.87888(W) AD(       ) 1
 AY0606  NAD 27      -  29 17 19.82200(N)    098 42 21.80000(W) AD(       ) 1
 AY0606  NGVD 29 (??/??/92)  213.147  (m)          699.30   (f) ADJ UNCH    1 2
 AY0606
 AY0606.Superseded values are not recommended for survey control.
 AY0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0606.See file dsdata.txt to determine how the superseded data were derived.
 AY0606
 AY0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT2852140049(NAD 83)
 AY0606_MARKER: DS = TRIANGULATION STATION DISK
 AY0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0606_STAMPING: JARRATT 1943
 AY0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0606+STABILITY: SURFACE MOTION
 AY0606
 AY0606  HISTORY     - Date     Condition        Report By
 AY0606  HISTORY     - 1943     MONUMENTED       CGS
 AY0606  HISTORY     - 1953     GOOD             CGS
 AY0606  HISTORY     - 1954     GOOD             CGS
 AY0606  HISTORY     - 1956     GOOD             AMS
 AY0606  HISTORY     - 1956     GOOD             NGS
 AY0606  HISTORY     - 1975     GOOD             NGS
 AY0606  HISTORY     - 1975     GOOD             NGS
 AY0606  HISTORY     - 19991210 GOOD             USPSQD
 AY0606
 AY0606                          STATION DESCRIPTION
 AY0606
 AY0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY0606'STATION IS LOCATED ABOUT 12 MILES SW OF SAN ANTONIO NEAR THE
 AY0606'CROSSROADS AT THE ENTRANCE TO THE MEDINA PROJECT.  IT IS 80
 AY0606'FEET W OF THE JARRATT ROAD, 65 FEET SW OF AN ORNAMENTAL STONE
 AY0606'GATE, 50 FEET SW OF A HIGH-TENSION POLE, 30 FEET S OF A
 AY0606'POWER-TRANSMISSION LINE, AND 75 FEET S OF A DIRT ROAD.
 AY0606'
 AY0606'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND STAMPED
 AY0606'JARRATT 1943.  IT PROJECTS ABOUT 2 INCHES.
 AY0606'
 AY0606'REFERENCE MARK 1 IS ESE OF THE STATION, 2 FEET S OF AN ORNAMENTAL
 AY0606'STONE PILLAR, AND 20 FEET W OF THE JARRATT ROAD.  IT IS A
 AY0606'BRONZE REFERENCE DISK SET IN CONCRETE AND STAMPED JARRATT NO 1
 AY0606'1943.  IT PROJECTS ABOUT 5 INCHES.
 AY0606'
 AY0606'REFERENCE MARK 2 IS SSW OF THE STATION, 4 FEET N OF A WHITE
 AY0606'REFERENCE POST, AND 20 FEET W OF JARRATT ROAD.  IT IS A BRONZE
 AY0606'REFERENCE DISK SET IN CONCRETE AND STAMPED JARRATT NO 2 1943.
 AY0606'IT PROJECTS ABOUT 5 INCHES.
 AY0606'
 AY0606'AZIMUTH MARK IS S OF THE STATION, 150 FEET E OF A SMALL WHITE
 AY0606'HOUSE, 15 FEET W OF A N-S DIRT ROAD, AND 3 FEET S OF A WHITE
 AY0606'REFERENCE POST.  IT IS A BRONZE AZIMUTH DISK SET IN CONCRETE
 AY0606'AND STAMPED JARRATT 1943.
 AY0606'
 AY0606'TO REACH THE STATION FROM THE CITY HALL IN SAN ANTONIO, GO
 AY0606'S ON STATE HIGHWAY 16 FOR 1.0 MILE TO THE JUNCTION OF U.S.
 AY0606'HIGHWAY 81.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 81 FOR 5.3
 AY0606'MILES TO THE JUNCTION WITH LOOP 13.  TURN RIGHT ON LOOP 13 AND
 AY0606'GO 2.0 MILES TO A PAVED ROAD LEFT.  TURN LEFT AND GO 6.5 MILES
 AY0606'TO A FORK IN THE ROAD (SMALL STORE IN FORK).  TAKE LEFT FORK
 AY0606'AND GO 2.6 MILES TO A CROSSROADS AND STATION ON THE RIGHT.*
 AY0606'
 AY0606'*TO REACH THE AZIMUTH MARK FROM THE CROSSROADS MENTIONED
 AY0606'ABOVE, TURN LEFT ON DIRT ROAD AND GO 0.4 MILE TO MARK ON RIGHT
 AY0606'NEAR SMALL WHITE HOUSE.
 AY0606'
 AY0606'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 AY0606
 AY0606                          STATION RECOVERY (1953)
 AY0606
 AY0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0606'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 AY0606'FOUND IN GOOD CONDITION.
 AY0606'
 AY0606'ADDITIONAL NOTES FOLLOW--
 AY0606'
 AY0606'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF THE CENTER
 AY0606'OF SAN ANTONIO, AT THE SOUTHWEST INTERSECTION OF JARRATT AND
 AY0606'PEARSALL ROADS, AND ON PROPERTY OWNED BY WINDLE GILBERT.
 AY0606'
 AY0606'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND LOOP 13,
 AY0606'WHICH IS ABOUT 6.5 MILES SOUTHWEST OF THE CENTER OF SAN ANTONIO,
 AY0606'BY GOING WESTERLY ON LOOP 13 FOR 1.9 MILES TO A FORK.  TAKE
 AY0606'THE LEFT ROAD, THE FRIO CITY ROAD, AND GO 4.8 MILES TO A RAILROAD
 AY0606'OVERPASS.  CONTINUE STRAIGHT AHEAD FOR 1.6 MILES TO A FORK
 AY0606'AND A SIDE ROAD SHARP LEFT.  CONTINUE STRAIGHT AHEAD ON THE
 AY0606'PEARSALL ROAD FOR 2.6 MILES TO THE INTERSECTION OF PEARSALL AND
 AY0606'JARRATT ROADS AND THE STATION ON THE RIGHT.
 AY0606'
 AY0606'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0606'STAMPED JARRATT 1943 IS 101 FEET WEST OF THE CENTER OF PEARSALL
 AY0606'ROAD, 64 FEET SOUTH OF THE CENTER OF JARRATT ROAD, AND 6
 AY0606'FEET NORTH OF THE NORTHEAST CORNER OF A SMALL FRAME HOUSE OWNED
 AY0606'BY MR. GILBERT.  THE MARK PROJECTS 3 INCHES.
 AY0606'
 AY0606'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AY0606'STAMPED JARRATT NO 1 1943 IS 46 FEET SOUTH OF THE CENTER OF
 AY0606'JARRATT ROAD, 36 FEET WEST OF THE CENTER OF PEARSALL ROAD,
 AY0606'AND 2 FEET SOUTH OF AN ORNAMENTAL STONE PILLAR.  THE MARK
 AY0606'PROJECTS 6 INCHES.
 AY0606'
 AY0606'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AY0606'MONUMENT, STAMPED JARRATT NO 2 1943 IS 31 FEET WEST OF THE CENTER
 AY0606'OF PEARSALL ROAD, 3 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT
 AY0606'NORTH OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES.
 AY0606'
 AY0606'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 AY0606'
 AY0606'HEIGHT OF LIGHT ABOVE MARK 14.3 METERS.
 AY0606
 AY0606                          STATION RECOVERY (1954)
 AY0606
 AY0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HWH)
 AY0606'STATION RECOVERED JULY 15, 1954 IN GOOD CONDITION.
 AY0606
 AY0606                          STATION RECOVERY (1956)
 AY0606
 AY0606'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY0606'STATION WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK AND
 AY0606'R.M. 1 AND R.M. 2 WERE ALSO RECOVERED IN GOOD CONDITION.
 AY0606
 AY0606                          STATION RECOVERY (1956)
 AY0606
 AY0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 AY0606'2.25 MI NW FROM SAS JUNCTION.
 AY0606'0.15 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0606'RAILROAD FROM THE STATION SIGN AT SAS JUNCTION, THENCE 1.2 MILES NORTH
 AY0606'ALONG KEARNEY ROAD, THENCE 0.9 MILE SOUTHWEST ALONG PEARSALL ROAD, AT
 AY0606'A JUNCTION WITH JARRATT ROAD, 97 FEET NORTHWEST OF THE CENTER LINE OF
 AY0606'PEARSALL ROAD, 69 FEET SOUTHWEST OF THE CENTER LINE OF JARRATT ROAD,
 AY0606'6.4 FEET NORTHEAST OF THE EAST CORNER OF A SMALL WHITE HOUSE, SET IN
 AY0606'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0606
 AY0606                          STATION RECOVERY (1975)
 AY0606
 AY0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 AY0606'NO MEASUREMENT BETWEEN REFERENCE MARKS, DUE TO POLE ON LINE.
 AY0606'
 AY0606'THE STATION, AZIMUTH, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 AY0606'DESCRIBED IN 1953, WITH THE FOLLOWING EXCEPTIONS.  THE AZIMUTH
 AY0606'MARK IS NO LONGER VISIBLE FROM THE GROUND AND THE DIRECTION WAS
 AY0606'NOT CHECKED.  REFERENCE MARK 1 WAS FOUND TO BE 0.025 METER
 AY0606'LONGER.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS FOUND TO BE
 AY0606'2 MINUTES AND 20 SECONDS SMALLER.  THE MARKS SHOWED NO EVIDENCE
 AY0606'OF MOVEMENT.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AY0606'
 AY0606'THE STATION IS LOCATED 2-1/2 MILES SOUTH-SOUTHWEST OF MACDONA
 AY0606'AND IN THE WEST EDGE OF ATASCOSA, ON PROPERTY OWNED BY MR.
 AY0606'E. IRIZARDY.
 AY0606'
 AY0606'TO REACH THE STATION FROM THE POST OFFICE IN ATASCOSA, GO
 AY0606'NORTHERLY ACROSS PEARSALL ROAD FOR ABOUT 150 FEET TO A HOUSE AND
 AY0606'THE STATION.  TO REACH THE AZIMUTH MARK FROM THE POST OFFICE,
 AY0606'GO SOUTH ON JARRATT ROAD FOR 0.05 MILE TO A FORK, TAKE THE
 AY0606'RIGHT FORK AND CONTINUE SOUTHERLY ON DUBOSE ROAD FOR 0.35
 AY0606'MILE TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE
 AY0606'RIGHT.
 AY0606'
 AY0606'THE STATION MARK IS A STANDARD DISK STAMPED JARRATT 1943, SET
 AY0606'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 AY0606'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 97 FEET NORTHWEST OF
 AY0606'THE APPROXIMATE CENTER OF A TAR ROAD, 69 FEET WEST OF THE
 AY0606'APPROXIMATE CENTER OF JARRATT ROAD AND 6.4 FEET NORTHEAST OF
 AY0606'THE EAST CORNER OF THE HOUSE.
 AY0606'
 AY0606'REFERENCE MARK 1, A STANDARD DISK STAMPED JARRATT NO 1 1943
 AY0606'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 AY0606'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET
 AY0606'EAST OF THE EAST CORNER OF A HOUSE, 34 FEET NORTHWEST OF THE
 AY0606'APPROXIMATE CENTER OF PEARSALL ROAD AND 5 FEET NORTHWEST OF
 AY0606'THE SOUTH CORNER OF A LARGE STONE PILLAR.
 AY0606'
 AY0606'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JARRATT NO 2 1943,
 AY0606'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 AY0606'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 92 FEET
 AY0606'SOUTHEAST OF THE SOUTH CORNER OF A HOUSE, 29 FEET NORTHWEST OF THE
 AY0606'APPROXIMATE CENTER OF PEARSALL ROAD AND 0.5 FOOT SOUTH OF A
 AY0606'CYCLONE FENCE.
 AY0606'
 AY0606'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JARRATT 1943, SET
 AY0606'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 AY0606'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET SOUTHEAST
 AY0606'OF THE APPROXIMATE CENTER OF A PRIVATE DRIVE, 20 FEET NORTHWEST
 AY0606'OF THE NORTHWEST END OF A CONCRETE HEADWALL OF A PIPE CULVERT,
 AY0606'19 FEET SOUTHWEST OF THE CENTER OF DUBOSE ROAD AND 10 FEET
 AY0606'SOUTHEAST OF A GUYED POWER LINE POLE.
 AY0606'
 AY0606'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ATASCOSA
 AY0606
 AY0606                          STATION RECOVERY (1975)
 AY0606
 AY0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AY0606'RECOVERED IN GOOD CONDITION.
 AY0606
 AY0606                          STATION RECOVERY (1999)
 AY0606
 AY0606'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0609 ***********************************************************************
 AY0609  DESIGNATION -  JARRATT AZ MK
 AY0609  PID         -  AY0609
 AY0609  STATE/COUNTY-  TX/BEXAR
 AY0609  USGS QUAD   -  MACDONA (1991)
 AY0609
 AY0609                         *CURRENT SURVEY CONTROL
 AY0609  ___________________________________________________________________
 AY0609* NAD 83(1986)-  29 16 59.     (N)    098 42 18.     (W)     SCALED    
 AY0609* NAVD 88     -       200.488  (meters)     657.77   (feet)  POSTED    
 AY0609  ___________________________________________________________________
 AY0609  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AY0609  DYNAMIC HT  -         200.200 (meters)     656.82  (feet)  COMP
 AY0609  MODELED GRAV-     979,203.9   (mgal)                       NAVD 88
 AY0609
 AY0609  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0609
 AY0609.The horizontal coordinates were scaled from a topographic map and have
 AY0609.an estimated accuracy of +/- 6 seconds.
 AY0609
 AY0609.The orthometric height was determined by differential leveling
 AY0609.and adjusted by the National Geodetic Survey in 1992..
 AY0609.No vertical observational check was made to the station.
 AY0609.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0609.was located on a no-check spur therefore a value was not computed.
 AY0609
 AY0609.The geoid height was determined by GEOID03.
 AY0609
 AY0609.The dynamic height is computed by dividing the NAVD 88
 AY0609.geopotential number by the normal gravity value computed on the
 AY0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0609.degrees latitude (g = 980.6199 gals.).
 AY0609
 AY0609.The modeled gravity was interpolated from observed gravity values.
 AY0609
 AY0609;                    North         East    Units  Estimated Accuracy
 AY0609;SPC TXSC     - 4,160,700.      628,660.      MT  (+/- 180 meters Scaled)
 AY0609
 AY0609                          SUPERSEDED SURVEY CONTROL
 AY0609
 AY0609  NGVD 29 (??/??/92)  200.413  (m)          657.52   (f) ADJ UNCH    1 2
 AY0609
 AY0609.Superseded values are not recommended for survey control.
 AY0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0609.See file dsdata.txt to determine how the superseded data were derived.
 AY0609
 AY0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT286393(NAD 83)
 AY0609_MARKER: DZ = AZIMUTH MARK DISK
 AY0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0609_STAMPING: JARRATT 1943
 AY0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0609+STABILITY: SURFACE MOTION
 AY0609
 AY0609  HISTORY     - Date     Condition        Report By
 AY0609  HISTORY     - 1943     MONUMENTED       CGS
 AY0609  HISTORY     - 1953     GOOD             NGS
 AY0609  HISTORY     - 1975     GOOD             NGS
 AY0609  HISTORY     - 19991210 GOOD             USPSQD
 AY0609
 AY0609                          STATION DESCRIPTION
 AY0609
 AY0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0609'9.65 MI SW FROM SAN ANTONIO.
 AY0609'9.2 MILES SOUTHWEST ALONG PEARSALL ROAD FROM ITS JUNCTION WITH LOOP 13
 AY0609'(MILITARY DRIVE) AT SAN ANTONIO, THENCE 0.45 MILE SOUTH ALONG JARRATT
 AY0609'ROAD, 19 FEET SOUTHWEST OF THE CENTER LINE OF JARRATT ROAD, 20 FEET
 AY0609'NORTHWEST OF THE NORTHWEST END OF THE CONCRETE HEADWALL OF A PIPE
 AY0609'CULVERT, 9 FEET SOUTHEAST OF A POWER POLE, 25 FEET SOUTHEAST OF THE
 AY0609'CENTER LINE OF A PRIVATE DRIVEWAY, 2 FEET SOUTHEAST OF A WITNESS POST,
 AY0609'0.45 MILE SOUTH OF TRIANGULATION STATION JARRATT 1943, SET IN THE TOP
 AY0609'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0609
 AY0609                          STATION RECOVERY (1975)
 AY0609
 AY0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AY0609'RECOVERED IN GOOD CONDITION.
 AY0609
 AY0609                          STATION RECOVERY (1999)
 AY0609
 AY0609'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0607 ***********************************************************************
 AY0607  DESIGNATION -  JARRATT RM 1
 AY0607  PID         -  AY0607
 AY0607  STATE/COUNTY-  TX/BEXAR
 AY0607  USGS QUAD   -  MACDONA (1991)
 AY0607
 AY0607                         *CURRENT SURVEY CONTROL
 AY0607  ___________________________________________________________________
 AY0607* NAD 83(1986)-  29 17 20.     (N)    098 42 22.     (W)     SCALED    
 AY0607* NAVD 88     -       213.129  (meters)     699.24   (feet)  ADJUSTED  
 AY0607  ___________________________________________________________________
 AY0607  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AY0607  DYNAMIC HT  -         212.823 (meters)     698.24  (feet)  COMP
 AY0607  MODELED GRAV-     979,203.0   (mgal)                       NAVD 88
 AY0607
 AY0607  VERT ORDER  -  FIRST     CLASS II
 AY0607
 AY0607.The horizontal coordinates were scaled from a topographic map and have
 AY0607.an estimated accuracy of +/- 6 seconds.
 AY0607
 AY0607.The orthometric height was determined by differential leveling
 AY0607.and adjusted by the National Geodetic Survey in June 1991..
 AY0607
 AY0607.The geoid height was determined by GEOID03.
 AY0607
 AY0607.The dynamic height is computed by dividing the NAVD 88
 AY0607.geopotential number by the normal gravity value computed on the
 AY0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0607.degrees latitude (g = 980.6199 gals.).
 AY0607
 AY0607.The modeled gravity was interpolated from observed gravity values.
 AY0607
 AY0607;                    North         East    Units  Estimated Accuracy
 AY0607;SPC TXSC     - 4,161,350.      628,550.      MT  (+/- 180 meters Scaled)
 AY0607
 AY0607                          SUPERSEDED SURVEY CONTROL
 AY0607
 AY0607  NGVD 29 (??/??/92)  213.008  (m)          698.84   (f) ADJ UNCH    1 2
 AY0607
 AY0607.Superseded values are not recommended for survey control.
 AY0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0607.See file dsdata.txt to determine how the superseded data were derived.
 AY0607
 AY0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT285400(NAD 83)
 AY0607_MARKER: DR = REFERENCE MARK DISK
 AY0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0607_STAMPING: JARRATT NO 1 1943
 AY0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0607+STABILITY: SURFACE MOTION
 AY0607
 AY0607  HISTORY     - Date     Condition        Report By
 AY0607  HISTORY     - 1943     MONUMENTED       CGS
 AY0607  HISTORY     - 1956     GOOD             NGS
 AY0607  HISTORY     - 1975     GOOD             NGS
 AY0607  HISTORY     - 19991210 GOOD             USPSQD
 AY0607
 AY0607                          STATION DESCRIPTION
 AY0607
 AY0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0607'2.25 MI NW FROM SAS JUNCTION.
 AY0607'0.15 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0607'RAILROAD FROM THE STATION SIGN AT SAS JUNCTION, THENCE 1.2 MILES NORTH
 AY0607'ALONG KEARNEY ROAD, THENCE 0.9 MILE SOUTHWEST ALONG PEARSALL ROAD, AT
 AY0607'A JUNCTION WITH JARRATT ROAD, 44 FEET SOUTHWEST OF THE CENTER LINE OF
 AY0607'JARRATT ROAD, 72 FEET EAST OF THE EAST CORNER OF A SMALL WHITE HOUSE,
 AY0607'34 FEET NORTHWEST OF THE CENTER LINE OF PEARSALL ROAD, 69.4 FEET EAST
 AY0607'OF TRIANGULATION STATION JARRATT 1943, 5 FEET NORTHWEST OF THE SOUTH
 AY0607'CORNER OF A LARGE STONE PILLAR, SET IN THE TOP OF A CONCRETE POST
 AY0607'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0607
 AY0607                          STATION RECOVERY (1975)
 AY0607
 AY0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AY0607'RECOVERED IN GOOD CONDITION.
 AY0607
 AY0607                          STATION RECOVERY (1999)
 AY0607
 AY0607'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0608 ***********************************************************************
 AY0608  DESIGNATION -  JARRATT RM 2
 AY0608  PID         -  AY0608
 AY0608  STATE/COUNTY-  TX/BEXAR
 AY0608  USGS QUAD   -  MACDONA (1991)
 AY0608
 AY0608                         *CURRENT SURVEY CONTROL
 AY0608  ___________________________________________________________________
 AY0608* NAD 83(1986)-  29 17 20.     (N)    098 42 22.     (W)     SCALED    
 AY0608* NAVD 88     -       212.562  (meters)     697.38   (feet)  ADJUSTED  
 AY0608  ___________________________________________________________________
 AY0608  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AY0608  DYNAMIC HT  -         212.257 (meters)     696.38  (feet)  COMP
 AY0608  MODELED GRAV-     979,203.0   (mgal)                       NAVD 88
 AY0608
 AY0608  VERT ORDER  -  FIRST     CLASS II
 AY0608
 AY0608.The horizontal coordinates were scaled from a topographic map and have
 AY0608.an estimated accuracy of +/- 6 seconds.
 AY0608
 AY0608.The orthometric height was determined by differential leveling
 AY0608.and adjusted by the National Geodetic Survey in June 1991..
 AY0608
 AY0608.The geoid height was determined by GEOID03.
 AY0608
 AY0608.The dynamic height is computed by dividing the NAVD 88
 AY0608.geopotential number by the normal gravity value computed on the
 AY0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0608.degrees latitude (g = 980.6199 gals.).
 AY0608
 AY0608.The modeled gravity was interpolated from observed gravity values.
 AY0608
 AY0608;                    North         East    Units  Estimated Accuracy
 AY0608;SPC TXSC     - 4,161,350.      628,550.      MT  (+/- 180 meters Scaled)
 AY0608
 AY0608                          SUPERSEDED SURVEY CONTROL
 AY0608
 AY0608  NGVD 29 (??/??/92)  212.441  (m)          696.98   (f) ADJ UNCH    1 2
 AY0608
 AY0608.Superseded values are not recommended for survey control.
 AY0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0608.See file dsdata.txt to determine how the superseded data were derived.
 AY0608
 AY0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT285400(NAD 83)
 AY0608_MARKER: DR = REFERENCE MARK DISK
 AY0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0608_STAMPING: JARRATT NO 2 1943
 AY0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0608+STABILITY: SURFACE MOTION
 AY0608
 AY0608  HISTORY     - Date     Condition        Report By
 AY0608  HISTORY     - 1943     MONUMENTED       CGS
 AY0608  HISTORY     - 1956     GOOD             NGS
 AY0608  HISTORY     - 1975     GOOD             NGS
 AY0608  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0608  HISTORY     - 19991210 GOOD             USPSQD
 AY0608
 AY0608                          STATION DESCRIPTION
 AY0608
 AY0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AY0608'2.25 MI NW FROM SAS JUNCTION.
 AY0608'0.15 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0608'RAILROAD FROM THE STATION SIGN AT SAS JUNCTION, THENCE 1.2 MILES NORTH
 AY0608'ALONG KEARNEY ROAD, THENCE 0.9 MILE SOUTHWEST ALONG PEARSALL ROAD, AT
 AY0608'A JUNCTION WITH JARRATT ROAD, 163 FEET SOUTHWEST OF THE CENTER LINE OF
 AY0608'JARRATT ROAD, 113.0 FEET SOUTH OF TRIANGULATION STATION JARRATT 1943,
 AY0608'92 FEET SOUTHEAST OF THE SOUTH CORNER OF A SMALL WHITE HOUSE, 29 FEET
 AY0608'NORTHWEST OF THE CENTER LINE OF PEARSALL ROAD, 4.6 FEET SOUTHWEST OF A
 AY0608'FENCE CORNER, 1.6 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF
 AY0608'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0608
 AY0608                          STATION RECOVERY (1975)
 AY0608
 AY0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AY0608'RECOVERED IN GOOD CONDITION.
 AY0608
 AY0608                          STATION RECOVERY (1986)
 AY0608
 AY0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0608'MARK NOT FOUND.
 AY0608
 AY0608                          STATION RECOVERY (1999)
 AY0608
 AY0608'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0883 ***********************************************************************
 DO0883  DESIGNATION -  JARVIS
 DO0883  PID         -  DO0883
 DO0883  STATE/COUNTY-  TX/KNOX
 DO0883  USGS QUAD   -  MUNDAY WEST (1968)
 DO0883
 DO0883                         *CURRENT SURVEY CONTROL
 DO0883  ___________________________________________________________________
 DO0883* NAD 83(1993)-  33 26 17.78302(N)    099 42 25.17590(W)     ADJUSTED  
 DO0883* NAVD 88     -       465.2    (meters)    1526.     (feet)  VERTCON   
 DO0883  ___________________________________________________________________
 DO0883  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DO0883  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DO0883
 DO0883  HORZ ORDER  -  FIRST
 DO0883
 DO0883.The horizontal coordinates were established by classical geodetic methods
 DO0883.and adjusted by the National Geodetic Survey in February 1996..
 DO0883
 DO0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0883
 DO0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0883
 DO0883.The geoid height was determined by GEOID03.
 DO0883
 DO0883;                    North         East     Units Scale Factor Converg.
 DO0883;SPC TXNC     - 2,197,099.865   487,777.792   MT  0.99989532   -0 39 29.8
 DO0883;SPC TXNC     - 7,208,318.47  1,600,317.64   sFT  0.99989532   -0 39 29.8
 DO0883;UTM  14      - 3,700,099.075   434,283.431   MT  0.99965324   -0 23 22.5
 DO0883
 DO0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0883!SPC TXNC     -   0.99993143  x   0.99989532  =   0.99982676
 DO0883!UTM  14      -   0.99993143  x   0.99965324  =   0.99958469
 DO0883
 DO0883:                Primary Azimuth Mark                     Grid Az
 DO0883:SPC TXNC     -  JARVIS RM 3                              042 35 52.5
 DO0883:UTM  14      -  JARVIS RM 3                              042 19 45.2
 DO0883
 DO0883|---------------------------------------------------------------------|
 DO0883| PID    Reference Object                     Distance      Geod. Az  |
 DO0883|                                                           dddmmss.s |
 DO0883| CX8396 JARVIS RM 3                                        0415622.7 |
 DO0883| CX8394 JARVIS RM 1                          18.090 METERS 05546     |
 DO0883| CX8395 JARVIS RM 2                          23.692 METERS 21037     |
 DO0883|---------------------------------------------------------------------|
 DO0883
 DO0883                          SUPERSEDED SURVEY CONTROL
 DO0883
 DO0883  NAD 83(1993)-  33 26 17.78511(N)    099 42 25.17641(W) AD(       ) 1
 DO0883  NAD 83(1986)-  33 26 17.78984(N)    099 42 25.16749(W) AD(       ) 1
 DO0883  NAD 27      -  33 26 17.44499(N)    099 42 23.84986(W) AD(       ) 1
 DO0883  NGVD 29 (07/19/86)  465.1    (m)         1526.     (f) VERT ANG       
 DO0883
 DO0883.Superseded values are not recommended for survey control.
 DO0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0883.See file dsdata.txt to determine how the superseded data were derived.
 DO0883
 DO0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC3428300099(NAD 83)
 DO0883_MARKER: DS = TRIANGULATION STATION DISK
 DO0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0883
 DO0883  HISTORY     - Date     Condition        Report By
 DO0883  HISTORY     - 1974     MONUMENTED       NGS
 DO0883  HISTORY     - 19930316 MARK NOT FOUND   LOCSUR
 DO0883
 DO0883                          STATION DESCRIPTION
 DO0883
 DO0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 DO0883'THE STATION IS LOCATED ABOUT 8-1/4 MILES NORTH-NORTHWEST OF
 DO0883'WEINERT, 6-1/2 MILES NORTHEAST OF KNOX CITY, 4-3/4 MILES
 DO0883'SOUTHWEST OF MUNDAY, AND IS ON THE SOUTHEAST RIGHT-OF-WAY OF
 DO0883'STATE HIGHWAY 222.
 DO0883'
 DO0883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND
 DO0883'STATE HIGHWAY 222 IN MUNDAY, GO WESTERLY ON STATE HIGHWAY 222
 DO0883'FOR 3.95 MILES TO A FORK.  KEEP LEFT, SOUTHWEST ON STATE
 DO0883'HIGHWAY 222 FOR 0.55 MILE TO RM 3 ON THE LEFT.  CONTINUE AHEAD
 DO0883'FOR 0.5 MILE TO THE STATION ON THE LEFT, JUST AFTER PASSING A
 DO0883'DRIVEWAY TO THE LEFT.
 DO0883'
 DO0883'STATION MARKS ARE STANDARD DISKS STAMPED JARVIS 1974, SET IN THE
 DO0883'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 FOOT
 DO0883'BELOW THE GROUND SURFACE.  THE UNDERGROUND DISK IS SET IN THE TOP
 DO0883'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 DO0883'SURFACE.  IT IS 91 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 DO0883'A DRIVEWAY, 42 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 DO0883'HIGHWAY 222, AND 17 FEET NORTHWEST OF A METAL
 DO0883'WITNESS POST WITH A SIGN ATTACHED.
 DO0883'
 DO0883'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JARVIS NO 1 1974,
 DO0883'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0883'IS FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET SOUTHEAST OF
 DO0883'THE CENTERLINE OF STATE HIGHWAY 222, 32 FEET SOUTHWEST OF THE
 DO0883'APPROXIMATE CENTER OF A DRIVEWAY, AND 1 FOOT NORTHWEST OF A
 DO0883'BARBED WIRE FENCE.
 DO0883'
 DO0883'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JARVIS NO 2 1974,
 DO0883'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DO0883'IS FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET SOUTHEAST OF
 DO0883'THE CENTERLINE OF STATE HIGHWAY AND 0.5 FOOT NORTHWEST OF A
 DO0883'BARBED WIRE FENCE.
 DO0883'
 DO0883'REFERENCE MARK 3 IS A STANDARD DISK STAMPED JARVIS NO 3 1974, SET
 DO0883'IN A DRILL HOLE IN A CONCRETE BRIDGE HEADWALL, FLUSH WITH THE
 DO0883'HEADWALL.  IT IS 23.7 FEET SOUTHEAST OF THE CENTERLINE OF
 DO0883'STATE HIGHWAY 222 AND 0.8 FOOT SOUTHWEST OF A METAL WITNESS POST
 DO0883'WITH A SIGN ATTACHED.
 DO0883'
 DO0883'HEIGHT OF LIGHT ABOVE STATION MARK 22.56 METERS.
 DO0883
 DO0883                          STATION RECOVERY (1993)
 DO0883
 DO0883'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (RHB)
 DO0883'JARVIS RM 1 NOT FOUND TO 1.5 DOWN JARVIS RM 2 NOT FOUND TO 1.5 DOWN
 DO0883'JARVIS NOT FOUND TO 3 MIN DOWN - NO MAGNETIC RESPONSE JARVIS RM 3
 DO0883'FOUND.  TO BE DESTROYED BY JUNE 93 HIGHWAY WIDENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1243 ***********************************************************************
 CR1243  DESIGNATION -  JARVIS CHRISTIAN COLLEGE TANK
 CR1243  PID         -  CR1243
 CR1243  STATE/COUNTY-  TX/WOOD
 CR1243  USGS QUAD   -  HAWKINS (1981)
 CR1243
 CR1243                         *CURRENT SURVEY CONTROL
 CR1243  ___________________________________________________________________
 CR1243* NAD 83(1993)-  32 35 18.96538(N)    095 10 54.79541(W)     ADJUSTED  
 CR1243* NAVD 88     -                                                        
 CR1243  ___________________________________________________________________
 CR1243  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CR1243  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CR1243
 CR1243  HORZ ORDER  -  THIRD
 CR1243
 CR1243.The horizontal coordinates were established by classical geodetic methods
 CR1243.and adjusted by the National Geodetic Survey in February 1996..
 CR1243
 CR1243
 CR1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1243
 CR1243.The geoid height was determined by GEOID03.
 CR1243
 CR1243;                    North         East     Units Scale Factor Converg.
 CR1243;SPC TXNC     - 2,107,152.505   911,437.984   MT  0.99990506   +1 48 34.8
 CR1243;SPC TXNC     - 6,913,216.18  2,990,276.12   sFT  0.99990506   +1 48 34.8
 CR1243;UTM  15      - 3,607,781.516   295,215.553   MT  1.00011715   -1 10 32.1
 CR1243
 CR1243                          SUPERSEDED SURVEY CONTROL
 CR1243
 CR1243  NAD 83(1986)-  32 35 18.97294(N)    095 10 54.78165(W) AD(       ) 4
 CR1243  NAD 27      -  32 35 18.45400(N)    095 10 53.97100(W) AD(       ) 3
 CR1243
 CR1243.Superseded values are not recommended for survey control.
 CR1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1243.See file dsdata.txt to determine how the superseded data were derived.
 CR1243
 CR1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9521607782(NAD 83)
 CR1243_MARKER: 51 = TANK
 CR1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1243+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 CR1243
 CR1243  HISTORY     - Date     Condition        Report By
 CR1243  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1243  HISTORY     - 19950810 GOOD             USPSQD
 CR1243  HISTORY     - 20040607 GOOD             USPSQD
 CR1243
 CR1243                          STATION DESCRIPTION
 CR1243
 CR1243'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1893 ***********************************************************************
 BK1893  DESIGNATION -  JASPER AZ MK
 BK1893  PID         -  BK1893
 BK1893  STATE/COUNTY-  TX/JASPER
 BK1893  USGS QUAD   -  JASPER EAST (1984)
 BK1893
 BK1893                         *CURRENT SURVEY CONTROL
 BK1893  ___________________________________________________________________
 BK1893* NAD 83(1986)-  30 56 03.     (N)    093 59 45.     (W)     SCALED    
 BK1893* NAVD 88     -        88.15   (+/-2cm)     289.2    (feet)  VERTCON   
 BK1893  ___________________________________________________________________
 BK1893  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BK1893
 BK1893  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1893
 BK1893.The horizontal coordinates were scaled from a topographic map and have
 BK1893.an estimated accuracy of +/- 6 seconds.
 BK1893
 BK1893.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1893.The vertical order pertains to the NGVD 29 superseded value.
 BK1893
 BK1893.The geoid height was determined by GEOID03.
 BK1893
 BK1893;                    North         East    Units  Estimated Accuracy
 BK1893;SPC TX C     - 3,157,760.    1,305,280.      MT  (+/- 180 meters Scaled)
 BK1893
 BK1893                          SUPERSEDED SURVEY CONTROL
 BK1893
 BK1893  NGVD 29 (??/??/??)   88.148  (m)          289.20   (f) ADJUSTED    2 0
 BK1893
 BK1893.Superseded values are not recommended for survey control.
 BK1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1893.See file dsdata.txt to determine how the superseded data were derived.
 BK1893
 BK1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ048227(NAD 83)
 BK1893_MARKER: DZ = AZIMUTH MARK DISK
 BK1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1893_STAMPING: JASPER 1935 AZIMUTH
 BK1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1893+STABILITY: SURFACE MOTION
 BK1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1893+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 BK1893
 BK1893  HISTORY     - Date     Condition        Report By
 BK1893  HISTORY     - 1935     MONUMENTED       CGS
 BK1893  HISTORY     - 1952     GOOD             CGS
 BK1893  HISTORY     - 1979     POOR             NGS
 BK1893  HISTORY     - 20040725 GOOD             USPSQD
 BK1893
 BK1893                          STATION DESCRIPTION
 BK1893
 BK1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BK1893'0.95 MI NE FROM JASPER.
 BK1893'0.55 MILE NORTH ALONG U.S. HIGHWAY 96 FROM ITS INTERSECTION WITH U.S.
 BK1893'HIGHWAY 190 AND STATE HIGHWAY 63 AT JASPER, THENCE 0.1 MILE EAST ALONG
 BK1893'EAST CALVERT STREET, THENCE 0.3 MILE NORTH ALONG NORTH FLETCHER
 BK1893'STREET, 0.2 MILE NORTH OF THE COUNTY FAIR GROUNDS, 65 FEET NORTHEAST
 BK1893'OF THE NORTHEAST CORNER OF A LARGE WHITE TWO STORY HOUSE, 42 FEET
 BK1893'SOUTH OF A FENCE CORNER, 19 FEET WEST OF THE CENTER LINE OF NORTH
 BK1893'FLETCHER STREET, 15.7 FEET NORTH OF A TELEPHONE POLE, 8 FEET EAST OF A
 BK1893'LONE 14 INCH WILLOW TREE, SET IN THE TOP OF A CONCRETE POST WHICH
 BK1893'PROJECTS 0.3 FOOT ABOVE THE GROUND, 0.2 MILE NORTH OF TRIANGULATION
 BK1893'STATION JASPER 1935.
 BK1893
 BK1893                          STATION RECOVERY (1979)
 BK1893
 BK1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1893'FOUND UNDERMINED AND LOOSE IN GROUND, NOT FIT FOR LEVELS.
 BK1893
 BK1893                          STATION RECOVERY (2004)
 BK1893
 BK1893'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3246 ***********************************************************************
 BK3246  DESIGNATION -  JASPER CABLE TV MAST
 BK3246  PID         -  BK3246
 BK3246  STATE/COUNTY-  TX/JASPER
 BK3246  USGS QUAD   -  JASPER EAST (1984)
 BK3246
 BK3246                         *CURRENT SURVEY CONTROL
 BK3246  ___________________________________________________________________
 BK3246* NAD 83(1993)-  30 56 45.17213(N)    093 59 53.61327(W)     ADJUSTED  
 BK3246* NAVD 88     -                                                        
 BK3246  ___________________________________________________________________
 BK3246  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 BK3246  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BK3246
 BK3246  HORZ ORDER  -  THIRD
 BK3246
 BK3246.The horizontal coordinates were established by classical geodetic methods
 BK3246.and adjusted by the National Geodetic Survey in February 1996..
 BK3246
 BK3246
 BK3246.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3246
 BK3246.The geoid height was determined by GEOID03.
 BK3246
 BK3246;                    North         East     Units Scale Factor Converg.
 BK3246;SPC TX C     - 3,159,038.239 1,304,972.741   MT  0.99988221   +3 15 46.6
 BK3246;SPC TX C     -10,364,277.96  4,281,398.07   sFT  0.99988221   +3 15 46.6
 BK3246;UTM  15      - 3,424,031.393   404,647.239   MT  0.99971215   -0 30 48.1
 BK3246
 BK3246                          SUPERSEDED SURVEY CONTROL
 BK3246
 BK3246  NAD 83(1986)-  30 56 45.18224(N)    093 59 53.60698(W) AD(       ) 4
 BK3246  NAD 27      -  30 56 44.46472(N)    093 59 52.92889(W) AD(       ) 3
 BK3246
 BK3246.Superseded values are not recommended for survey control.
 BK3246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3246.See file dsdata.txt to determine how the superseded data were derived.
 BK3246
 BK3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0464724031(NAD 83)
 BK3246_MARKER: 42 = RADIO/TV MAST
 BK3246
 BK3246  HISTORY     - Date     Condition        Report By
 BK3246  HISTORY     - 1972     FIRST OBSERVED   NGS
 BK3246
 BK3246                          STATION DESCRIPTION
 BK3246
 BK3246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCA)
 BK3246'THE JASPER CABLE TELEVISION MAST IS LOCATED ABOUT 1-3/4 MILES NORTH
 BK3246'OF JASPER ALONG THE WEST SIDE OF U. S. HIGHWAY 96.  IT IS OWNED BY
 BK3246'THE JASPER CABLEVISION COMPANY.
 BK3246'
 BK3246'IT IS A TRIANGULAR IN CROSSECTION STEEL STRUCTURE, PAINTED
 BK3246'ALTERNATELY RED AND WHITE WITH NUMEROUS ANTENNAE ATTACHED AND HAS AN
 BK3246'OVERALL HEIGHT OF 300 FEET.
 BK3246'
 BK3246'THE POINT INTERSECTED WAS THE RED LIGHT ATOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3244 ***********************************************************************
 BK3244  DESIGNATION -  JASPER COUNTY COURTHOUSE TOWER
 BK3244  PID         -  BK3244
 BK3244  STATE/COUNTY-  TX/JASPER
 BK3244  USGS QUAD   -  JASPER EAST (1984)
 BK3244
 BK3244                         *CURRENT SURVEY CONTROL
 BK3244  ___________________________________________________________________
 BK3244* NAD 83(1993)-  30 55 16.70669(N)    093 59 59.95023(W)     ADJUSTED  
 BK3244* NAVD 88     -                                                        
 BK3244  ___________________________________________________________________
 BK3244  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 BK3244  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BK3244
 BK3244  HORZ ORDER  -  THIRD
 BK3244
 BK3244.The horizontal coordinates were established by classical geodetic methods
 BK3244.and adjusted by the National Geodetic Survey in February 1996..
 BK3244
 BK3244
 BK3244.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3244
 BK3244.The geoid height was determined by GEOID03.
 BK3244
 BK3244;                    North         East     Units Scale Factor Converg.
 BK3244;SPC TX C     - 3,156,308.953 1,304,959.835   MT  0.99988272   +3 15 43.4
 BK3244;SPC TX C     -10,355,323.62  4,281,355.73   sFT  0.99988272   +3 15 43.4
 BK3244;UTM  15      - 3,421,309.345   404,454.649   MT  0.99971261   -0 30 50.0
 BK3244
 BK3244                          SUPERSEDED SURVEY CONTROL
 BK3244
 BK3244  NAD 83(1986)-  30 55 16.71646(N)    093 59 59.94400(W) AD(       ) 4
 BK3244  NAD 27      -  30 55 15.99607(N)    093 59 59.26539(W) AD(       ) 3
 BK3244
 BK3244.Superseded values are not recommended for survey control.
 BK3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3244.See file dsdata.txt to determine how the superseded data were derived.
 BK3244
 BK3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0445521309(NAD 83)
 BK3244_MARKER: 55 = TOWER
 BK3244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK3244+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2004
 BK3244
 BK3244  HISTORY     - Date     Condition        Report By
 BK3244  HISTORY     - 1935     FIRST OBSERVED   CGS
 BK3244  HISTORY     - 1943     GOOD             USE
 BK3244  HISTORY     - 1958     GOOD             CGS
 BK3244  HISTORY     - 20040123 GOOD             USPSQD
 BK3244
 BK3244                          STATION DESCRIPTION
 BK3244
 BK3244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3244'THIS INTERSECTION STATION IS THE TOWER ON THE JASPER COUNTY
 BK3244'COURTHOUSE IN THE TOWN OF JASPER, TEXAS.  IT IS LOCATED ABOUT
 BK3244'190 FEET E OF THE CENTER LINE OF MAIN STREET, AND ABOUT 180
 BK3244'FEET S OF THE CENTER LINE OF LAMAR STREET, IN THE CENTER
 BK3244'OF THE SQUARE.  THE COURTHOUSE WAS ERECTED IN 1931.  THE TOWER
 BK3244'IS FAIRLY PROMINENT.
 BK3244'
 BK3244'THE TOWER IS ON THE CENTER OF A WHITE CONCRETE BUILDING ABOUT
 BK3244'45 FEET HIGH.  THE BASE IS A SQUARE SHINGLED STRUCTURE ABOUT
 BK3244'10 FEET HIGH.  ON THIS BASE THERE IS A SQUARE BROWN SHINGLED
 BK3244'TOWER ABOUT 15 FEET HIGH WITH A WHITE LEDGE AROUND THE TOP
 BK3244'AND TWO RECTANGULAR GABLED LOUVRED WINDOWS IN EACH SIDE.
 BK3244'THE TOP OF THE TOWER IS A FOUR-SIDED SPHERICAL CUPOLA WITH
 BK3244'A CLOCK DIAL ON EACH SIDE AND AN ORNAMENTAL IRON RAILING
 BK3244'AROUND THE TOP.  THE TOTAL HEIGHT IS ABOUT 80 FEET.
 BK3244
 BK3244                          STATION RECOVERY (1943)
 BK3244
 BK3244'RECOVERY NOTE BY US ENGINEERS 1943
 BK3244'TOWER AND COURTHOUSE ARE STILL STANDING.
 BK3244
 BK3244                          STATION RECOVERY (1958)
 BK3244
 BK3244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JM)
 BK3244'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BK3244'FOR PROCEEDING TO STATION SITE ARE CORRECT.  OLD COURTHOUSE
 BK3244'IS STILL IN PLACE.
 BK3244
 BK3244                          STATION RECOVERY (2004)
 BK3244
 BK3244'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK3244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3243 ***********************************************************************
 BK3243  DESIGNATION -  JASPER LUMBER CO LOW TANK
 BK3243  PID         -  BK3243
 BK3243  STATE/COUNTY-  TX/JASPER
 BK3243  USGS QUAD   -  JASPER EAST (1984)
 BK3243
 BK3243                         *CURRENT SURVEY CONTROL
 BK3243  ___________________________________________________________________
 BK3243* NAD 83(1993)-  30 55 04.64778(N)    093 59 35.69186(W)     ADJUSTED  
 BK3243* NAVD 88     -                                                        
 BK3243  ___________________________________________________________________
 BK3243  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 BK3243  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BK3243
 BK3243  HORZ ORDER  -  THIRD
 BK3243
 BK3243.The horizontal coordinates were established by classical geodetic methods
 BK3243.and adjusted by the National Geodetic Survey in February 1996..
 BK3243
 BK3243
 BK3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3243
 BK3243.The geoid height was determined by GEOID03.
 BK3243
 BK3243;                    North         East     Units Scale Factor Converg.
 BK3243;SPC TX C     - 3,155,974.889 1,305,623.945   MT  0.99988280   +3 15 55.9
 BK3243;SPC TX C     -10,354,227.61  4,283,534.56   sFT  0.99988280   +3 15 55.9
 BK3243;UTM  15      - 3,420,932.337   405,095.207   MT  0.99971110   -0 30 37.4
 BK3243
 BK3243                          SUPERSEDED SURVEY CONTROL
 BK3243
 BK3243  NAD 83(1986)-  30 55 04.65781(N)    093 59 35.68547(W) AD(       ) 4
 BK3243  NAD 27      -  30 55 03.93000(N)    093 59 35.01000(W) AD(       ) 3
 BK3243
 BK3243.Superseded values are not recommended for survey control.
 BK3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3243.See file dsdata.txt to determine how the superseded data were derived.
 BK3243
 BK3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0509520932(NAD 83)
 BK3243_MARKER: 53 = ELEVATED TANK
 BK3243
 BK3243  HISTORY     - Date     Condition        Report By
 BK3243  HISTORY     - 1935     FIRST OBSERVED   CGS
 BK3243  HISTORY     - 1943     GOOD             USE
 BK3243  HISTORY     - 20040123 MARK NOT FOUND   USPSQD
 BK3243
 BK3243                          STATION DESCRIPTION
 BK3243
 BK3243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BK3243'THIS INTERSECTION STATION IS THE TANK AT THE MILLS OF THE
 BK3243'JASPER COUNTY LUMBER COMPANY IN THE SOUTHEASTERN PART OF THE
 BK3243'TOWN OF JASPER, TEXAS.  IT IS ABOUT 55 FEET E OF THE DRY-KILN
 BK3243'BUILDING, ABOUT 90 FEET N OF THE MAIN STORAGE BUILDING, AND
 BK3243'ABOUT 0.3 MILE S OF HOUSTON STREET, STATE HIGHWAY 63.  THE
 BK3243'TANK WAS ERECTED IN 1917.  IT IS NOT VERY PROMINENT.  IT IS
 BK3243'VISIBLE FROM THE GROUND AT JASPER.
 BK3243'
 BK3243'THE TANK SETS ON STONE ABUTMENTS ABOUT 5 FEET HIGH.  IT HAS
 BK3243'FOUR BLACK TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE BLACK OVAL
 BK3243'SECTION EXTENDS DOWNWARD ABOUT 12 FEET.  THE BLACK VERTICAL
 BK3243'SECTION IS ABOUT 30 FEET HIGH AND HAS A BLACK CATWALK AND RAIL
 BK3243'AROUND ITS BASE.  THE STEEP CONICAL TOP IS ABOUT 8 FEET HIGH
 BK3243'AND HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 145
 BK3243'FEET.
 BK3243
 BK3243                          STATION RECOVERY (1943)
 BK3243
 BK3243'RECOVERY NOTE BY US ENGINEERS 1943
 BK3243'THE TANK IS STILL STANDING.
 BK3243
 BK3243                          STATION RECOVERY (2004)
 BK3243
 BK3243'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BK3243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2032 ***********************************************************************
 BL2032  DESIGNATION -  JASPER MUNICIPAL TANK
 BL2032  PID         -  BL2032
 BL2032  STATE/COUNTY-  TX/JASPER
 BL2032  USGS QUAD   -  JASPER EAST (1984)
 BL2032
 BL2032                         *CURRENT SURVEY CONTROL
 BL2032  ___________________________________________________________________
 BL2032* NAD 83(1993)-  30 55 45.85763(N)    094 00 00.64233(W)     ADJUSTED  
 BL2032* NAVD 88     -                                                        
 BL2032  ___________________________________________________________________
 BL2032  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 BL2032  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BL2032
 BL2032  HORZ ORDER  -  THIRD
 BL2032
 BL2032.The horizontal coordinates were established by classical geodetic methods
 BL2032.and adjusted by the National Geodetic Survey in February 1996..
 BL2032
 BL2032
 BL2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2032
 BL2032.The geoid height was determined by GEOID03.
 BL2032
 BL2032;                    North         East     Units Scale Factor Converg.
 BL2032;SPC TX C     - 3,157,204.101 1,304,890.415   MT  0.99988253   +3 15 43.0
 BL2032;SPC TX C     -10,358,260.45  4,281,127.97   sFT  0.99988253   +3 15 43.0
 BL2032;UTM  15      - 3,422,206.969   404,444.331   MT  0.99971263   -0 30 50.8
 BL2032
 BL2032                          SUPERSEDED SURVEY CONTROL
 BL2032
 BL2032  NAD 83(1986)-  30 55 45.86666(N)    094 00 00.63904(W) AD(       ) 4
 BL2032  NAD 27      -  30 55 45.14800(N)    093 59 59.96100(W) AD(       ) 3
 BL2032
 BL2032.Superseded values are not recommended for survey control.
 BL2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2032.See file dsdata.txt to determine how the superseded data were derived.
 BL2032
 BL2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0444422207(NAD 83)
 BL2032_MARKER: 53 = ELEVATED TANK
 BL2032
 BL2032  HISTORY     - Date     Condition        Report By
 BL2032  HISTORY     - 1935     FIRST OBSERVED   CGS
 BL2032  HISTORY     - 1943     GOOD             USE
 BL2032  HISTORY     - 20040123 MARK NOT FOUND   USPSQD
 BL2032
 BL2032                          STATION DESCRIPTION
 BL2032
 BL2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2032'THIS INTERSECTION STATION IS THE BLACK MUNICIPAL TANK IN THE
 BL2032'TOWN OF JASPER, TEXAS.  IT IS LOCATED IN THE NORTHERN PART
 BL2032'OF THE TOWN, ABOUT 0.45 MILE N OF THE NW CORNER OF THE SQUARE,
 BL2032'ABOUT 140 FEET E OF THE CENTER LINE OF MAIN STREET, (STATE
 BL2032'HIGHWAY 8) ABOUT 160 FEET SE OF THE SE CORNER OF THE CEMETERY,
 BL2032'ABOUT 110 FEET NE OF THE NE CORNER OF THE PUMP HOUSE, AND
 BL2032'ABOUT 25 FEET N OF THE N EDGE OF THE FILTER BEDS.  THE TANK
 BL2032'WAS ERECTED IN 1920 AND IS QUITE PROMINENT.
 BL2032'
 BL2032'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE
 BL2032'OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL
 BL2032'SECTION IS ABOUT 30 FEET HIGH AND HAS A CATWALK AND RAIL
 BL2032'AROUND ITS BASE.  THE TOTAL HEIGHT IS ABOUT 125 FEET.  THE
 BL2032'CONICAL TOP HAS A FINIAL AND WEATHER VANE AT ITS APEX.
 BL2032
 BL2032                          STATION RECOVERY (1943)
 BL2032
 BL2032'RECOVERY NOTE BY US ENGINEERS 1943
 BL2032'THE TANK IS STILL STANDING.
 BL2032
 BL2032                          STATION RECOVERY (2004)
 BL2032
 BL2032'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BL2032'TANK HAS BEEN REPLACED WITH A NEW STRUCTURE AND TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1891 ***********************************************************************
 BK1891  DESIGNATION -  JASPER RM 1
 BK1891  PID         -  BK1891
 BK1891  STATE/COUNTY-  TX/JASPER
 BK1891  USGS QUAD   -  JASPER EAST (1984)
 BK1891
 BK1891                         *CURRENT SURVEY CONTROL
 BK1891  ___________________________________________________________________
 BK1891* NAD 83(1986)-  30 55 50.     (N)    093 59 43.     (W)     SCALED    
 BK1891* NAVD 88     -        91.76   (+/-2cm)     301.0    (feet)  VERTCON   
 BK1891  ___________________________________________________________________
 BK1891  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BK1891
 BK1891  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1891
 BK1891.The horizontal coordinates were scaled from a topographic map and have
 BK1891.an estimated accuracy of +/- 6 seconds.
 BK1891
 BK1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1891.The vertical order pertains to the NGVD 29 superseded value.
 BK1891
 BK1891.The geoid height was determined by GEOID03.
 BK1891
 BK1891;                    North         East    Units  Estimated Accuracy
 BK1891;SPC TX C     - 3,157,360.    1,305,350.      MT  (+/- 180 meters Scaled)
 BK1891
 BK1891                          SUPERSEDED SURVEY CONTROL
 BK1891
 BK1891  NGVD 29 (??/??/??)   91.753  (m)          301.03   (f) ADJUSTED    2 0
 BK1891
 BK1891.Superseded values are not recommended for survey control.
 BK1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1891.See file dsdata.txt to determine how the superseded data were derived.
 BK1891
 BK1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ049223(NAD 83)
 BK1891_MARKER: DR = REFERENCE MARK DISK
 BK1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1891_STAMPING: JASPER NO 1 1935
 BK1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1891+STABILITY: SURFACE MOTION
 BK1891
 BK1891  HISTORY     - Date     Condition        Report By
 BK1891  HISTORY     - 1935     MONUMENTED       CGS
 BK1891  HISTORY     - 1952     GOOD             CGS
 BK1891  HISTORY     - 19780301 MARK NOT FOUND   USGS
 BK1891  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1891
 BK1891                          STATION DESCRIPTION
 BK1891
 BK1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BK1891'0.75 MI NE FROM JASPER.
 BK1891'0.55 MILE NORTH ALONG U.S. HIGHWAY 96 FROM ITS INTERSECTION WITH U.S.
 BK1891'HIGHWAY 190 AND STATE HIGHWAY 63 AT JASPER, THENCE 0.1 MILE EAST ALONG
 BK1891'EAST CALVERT STREET, THENCE 0.1 MILE NORTH ALONG NORTH FLETCHER
 BK1891'STREET, AT THE COUNTY FAIR GROUNDS, AT THE END OF THE BUCKING ARENA,
 BK1891'116.3 FEET NORTHEAST OF TRIANGULATION STATION JASPER 1935, 4 FEET
 BK1891'SOUTH OF THE JUDGING STAND, 1 FOOT WEST OF THE EAST SIDE OF THE
 BK1891'BUCKING CHUTE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 BK1891'THE GROUND.
 BK1891
 BK1891                          STATION RECOVERY (1978)
 BK1891
 BK1891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (KGA)
 BK1891'MARK NOT FOUND.
 BK1891
 BK1891                          STATION RECOVERY (1979)
 BK1891
 BK1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1892 ***********************************************************************
 BK1892  DESIGNATION -  JASPER RM 2
 BK1892  PID         -  BK1892
 BK1892  STATE/COUNTY-  TX/JASPER
 BK1892  USGS QUAD   -  JASPER EAST (1984)
 BK1892
 BK1892                         *CURRENT SURVEY CONTROL
 BK1892  ___________________________________________________________________
 BK1892* NAD 83(1986)-  30 55 50.     (N)    093 59 43.     (W)     SCALED    
 BK1892* NAVD 88     -        91.06   (+/-2cm)     298.8    (feet)  VERTCON   
 BK1892  ___________________________________________________________________
 BK1892  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BK1892
 BK1892  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BK1892
 BK1892.The horizontal coordinates were scaled from a topographic map and have
 BK1892.an estimated accuracy of +/- 6 seconds.
 BK1892
 BK1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1892.The vertical order pertains to the NGVD 29 superseded value.
 BK1892
 BK1892.The geoid height was determined by GEOID03.
 BK1892
 BK1892;                    North         East    Units  Estimated Accuracy
 BK1892;SPC TX C     - 3,157,360.    1,305,350.      MT  (+/- 180 meters Scaled)
 BK1892
 BK1892                          SUPERSEDED SURVEY CONTROL
 BK1892
 BK1892  NGVD 29 (??/??/??)   91.060  (m)          298.75   (f) ADJUSTED    2 0
 BK1892
 BK1892.Superseded values are not recommended for survey control.
 BK1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1892.See file dsdata.txt to determine how the superseded data were derived.
 BK1892
 BK1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ049223(NAD 83)
 BK1892_MARKER: DR = REFERENCE MARK DISK
 BK1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1892_STAMPING: JASPER NO 2 1935
 BK1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1892+STABILITY: SURFACE MOTION
 BK1892
 BK1892  HISTORY     - Date     Condition        Report By
 BK1892  HISTORY     - 1935     MONUMENTED       CGS
 BK1892  HISTORY     - 1952     GOOD             CGS
 BK1892  HISTORY     - 19780301 MARK NOT FOUND   USGS
 BK1892  HISTORY     - 1979     POOR             NGS
 BK1892  HISTORY     - 20040725 POOR             USPSQD
 BK1892
 BK1892                          STATION DESCRIPTION
 BK1892
 BK1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BK1892'0.75 MI NE FROM JASPER.
 BK1892'0.55 MILE NORTH ALONG U.S. HIGHWAY 96 FROM ITS INTERSECTION WITH U.S.
 BK1892'HIGHWAY 190 AND STATE HIGHWAY 63 AT JASPER, THENCE 0.1 MILE EAST ALONG
 BK1892'EAST CALVERT STREET, THENCE 0.1 MILE NORTH ALONG NORTH FLETCHER
 BK1892'STREET, AT THE COUNTY FAIR GROUNDS, 90 FEET SOUTH OF THE NORTHWEST
 BK1892'CORNER OF THE FAIR GROUNDS, 114.5 FEET NORTH OF TRIANGULATION STATION
 BK1892'JASPER 1935, 26 FEET EAST OF THE CENTER LINE OF NORTH FLETCHER STREET,
 BK1892'6.7 FEET NORTH OF THE NORTH END OF A WOODEN GATE, 2 FEET NORTH OF A
 BK1892'BOARD FENCE, 1.5 FEET EAST OF A WIRE FENCE, 1.4 FEET SOUTH OF A
 BK1892'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 BK1892'THE GROUND.
 BK1892
 BK1892                          STATION RECOVERY (1978)
 BK1892
 BK1892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (KGA)
 BK1892'MARK NOT FOUND.
 BK1892
 BK1892                          STATION RECOVERY (1979)
 BK1892
 BK1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1892'FOUND UNDERMINED AND LOOSE IN GROUND, NOT FIT FOR LEVELS.
 BK1892
 BK1892                          STATION RECOVERY (2004)
 BK1892
 BK1892'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1892'SEE 1979 RECOVERY COMMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3245 ***********************************************************************
 BK3245  DESIGNATION -  JASPER SW TIMBER CO RADIO MAST
 BK3245  PID         -  BK3245
 BK3245  STATE/COUNTY-  TX/JASPER
 BK3245  USGS QUAD   -  JASPER EAST (1984)
 BK3245
 BK3245                         *CURRENT SURVEY CONTROL
 BK3245  ___________________________________________________________________
 BK3245* NAD 83(1993)-  30 57 38.14915(N)    093 59 53.62640(W)     ADJUSTED  
 BK3245* NAVD 88     -                                                        
 BK3245  ___________________________________________________________________
 BK3245  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 BK3245  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BK3245
 BK3245  HORZ ORDER  -  THIRD
 BK3245
 BK3245.The horizontal coordinates were established by classical geodetic methods
 BK3245.and adjusted by the National Geodetic Survey in February 1996..
 BK3245
 BK3245
 BK3245.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3245
 BK3245.The geoid height was determined by GEOID03.
 BK3245
 BK3245;                    North         East     Units Scale Factor Converg.
 BK3245;SPC TX C     - 3,160,666.907 1,304,879.540   MT  0.99988200   +3 15 46.6
 BK3245;SPC TX C     -10,369,621.34  4,281,092.29   sFT  0.99988200   +3 15 46.6
 BK3245;UTM  15      - 3,425,662.386   404,661.507   MT  0.99971212   -0 30 48.9
 BK3245
 BK3245                          SUPERSEDED SURVEY CONTROL
 BK3245
 BK3245  NAD 83(1986)-  30 57 38.15884(N)    093 59 53.61966(W) AD(       ) 4
 BK3245  NAD 27      -  30 57 37.44095(N)    093 59 52.94404(W) AD(       ) 3
 BK3245
 BK3245.Superseded values are not recommended for survey control.
 BK3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3245.See file dsdata.txt to determine how the superseded data were derived.
 BK3245
 BK3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0466225662(NAD 83)
 BK3245_MARKER: 42 = RADIO/TV MAST
 BK3245
 BK3245  HISTORY     - Date     Condition        Report By
 BK3245  HISTORY     - 1966     FIRST OBSERVED   CGS
 BK3245  HISTORY     - 1972     GOOD
 BK3245
 BK3245                          STATION DESCRIPTION
 BK3245
 BK3245'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LGB)
 BK3245'THE LIGHT ON TOP OF THE SOUTHWEST TIMBER CO. KKV RADIO
 BK3245'MAST.  IT IS LOCATED 4 MILES NORTH OF JASPER AND 1/2 MILE
 BK3245'WEST OF U.S. HIGHWAY 96.  IT IS A STRUCTURAL STEEL MAST,
 BK3245'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS
 BK3245'OF RED AND WHITE, AND IS ABOUT 300 FEET TALL.
 BK3245
 BK3245                          STATION RECOVERY (1972)
 BK3245
 BK3245'RECOVERED 1972 (JCA)
 BK3245'THE MAST WAS RECOVERED AND IS IN GOOD CONDITION.  THE
 BK3245'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2322 ***********************************************************************
 BL2322  PACS        -  This is a Primary Airport Control Station.
 BL2322  DESIGNATION -  JASPORT
 BL2322  PID         -  BL2322
 BL2322  STATE/COUNTY-  TX/JASPER
 BL2322  USGS QUAD   -  JASPER WEST (1984)
 BL2322
 BL2322                         *CURRENT SURVEY CONTROL
 BL2322  ___________________________________________________________________
 BL2322* NAD 83(1993)-  30 53 36.16005(N)    094 02 05.97344(W)     ADJUSTED  
 BL2322* NAVD 88     -        64.05   (meters)     210.1    (feet)  GPS OBS   
 BL2322  ___________________________________________________________________
 BL2322  X           -    -385,470.467 (meters)                     COMP
 BL2322  Y           -  -5,464,522.268 (meters)                     COMP
 BL2322  Z           -   3,255,773.807 (meters)                     COMP
 BL2322  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 BL2322  ELLIP HEIGHT-          36.16  (meters)          (10/24/00) GPS OBS
 BL2322  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BL2322
 BL2322  HORZ ORDER  -  B
 BL2322  ELLP ORDER  -  FOURTH    CLASS II
 BL2322
 BL2322.This mark is at Jasper Co-Bell Fld (JAS) Airport (JAS)
 BL2322
 BL2322.The horizontal coordinates were established by GPS observations
 BL2322.and adjusted by the National Geodetic Survey in February 1996..
 BL2322
 BL2322.The orthometric height was determined by GPS observations and a
 BL2322.high-resolution geoid model.
 BL2322
 BL2322.GPS derived orthometric heights for airport stations designated as
 BL2322.PACS or SACS are published to 2 decimal places.  This maintains
 BL2322.centimeter relative accuracy between the PACS and SACS.  It does
 BL2322.not indicate centimeter accuracy relative to other marks which are
 BL2322.part of the NAVD 88 network.
 BL2322
 BL2322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2322
 BL2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2322
 BL2322.The ellipsoidal height was determined by GPS observations
 BL2322.and is referenced to NAD 83.
 BL2322
 BL2322.The geoid height was determined by GEOID03.
 BL2322
 BL2322;                    North         East     Units Scale Factor Converg.
 BL2322;SPC TX C     - 3,153,027.929 1,301,794.817   MT  0.99988351   +3 14 38.5
 BL2322;SPC TX C     -10,344,559.13  4,270,971.83   sFT  0.99988351   +3 14 38.5
 BL2322;UTM  15      - 3,418,244.372   401,081.004   MT  0.99972070   -0 31 53.2
 BL2322
 BL2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2322!SPC TX C     -   0.99999432  x   0.99988351  =   0.99987783
 BL2322!UTM  15      -   0.99999432  x   0.99972070  =   0.99971502
 BL2322
 BL2322:                Primary Azimuth Mark                     Grid Az
 BL2322:SPC TX C     -  JASPORT AZ MK                            177 32 11.5
 BL2322:UTM  15      -  JASPORT AZ MK                            181 18 43.2
 BL2322
 BL2322|---------------------------------------------------------------------|
 BL2322| PID    Reference Object                     Distance      Geod. Az  |
 BL2322|                                                           dddmmss.s |
 BL2322| BL2323 JASPORT AZ MK                       APPROX. 0.9 KM 1804650.0 |
 BL2322| BL0092 U 335                               162.003 METERS 27830     |
 BL2322| BL0090 S 335                               267.920 METERS 30241     |
 BL2322|---------------------------------------------------------------------|
 BL2322
 BL2322                          SUPERSEDED SURVEY CONTROL
 BL2322
 BL2322  ELLIP H (02/20/96)   36.30   (m)                       GP(       ) 3 2
 BL2322  NAD 83(1993)-  30 53 36.16106(N)    094 02 05.97236(W) AD(       ) 3
 BL2322  ELLIP H (02/16/96)   36.32   (m)                       GP(       ) 5 1
 BL2322  NAD 83(1993)-  30 53 36.16703(N)    094 02 05.96793(W) AD(       ) 3
 BL2322  ELLIP H (01/21/93)   36.23   (m)                       GP(       ) 4 2
 BL2322  NAD 83(1986)-  30 53 36.17795(N)    094 02 05.95969(W) AD(       ) 3
 BL2322  NAD 27      -  30 53 35.48345(N)    094 02 05.29065(W) AD(       ) 3
 BL2322  NGVD 29 (12/08/88)   64.1    (m)          210.     (f) GPS OBS        
 BL2322
 BL2322.Superseded values are not recommended for survey control.
 BL2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2322.See file dsdata.txt to determine how the superseded data were derived.
 BL2322
 BL2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ0108118244(NAD 83)
 BL2322_MARKER: I = METAL ROD
 BL2322_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL2322_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL2322_STAMPING: JASPORT 1988
 BL2322_MARK LOGO: NGS   
 BL2322_PROJECTION: FLUSH
 BL2322_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL2322+STABILITY: POSITION/ELEVATION WELL
 BL2322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2322+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 BL2322_ROD/PIPE-DEPTH: 5.6  meters
 BL2322_SLEEVE-DEPTH  : 1.00 meters
 BL2322
 BL2322  HISTORY     - Date     Condition        Report By
 BL2322  HISTORY     - 1988     MONUMENTED       NGS
 BL2322  HISTORY     - 19880317 GOOD             NGS
 BL2322  HISTORY     - 19950118 GOOD             NGS
 BL2322  HISTORY     - 19970326 GOOD             NGS
 BL2322  HISTORY     - 20010619 GOOD             TXDOT
 BL2322  HISTORY     - 20011030 GOOD             JCLS
 BL2322
 BL2322                          STATION DESCRIPTION
 BL2322
 BL2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BL2322'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) SOUTHWEST OF JASPER, AT
 BL2322'THE JASPER COUNTY AIRPORT.  OWNERSHIP--JASPER COUNTY C/O KEVIN
 BL2322'COTTLE, ROUTE 4, BOX 363, JASPER, TX 75951.  TELEPHONE
 BL2322'NUMBER409-384-2032.
 BL2322'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 190 AND STATE
 BL2322'HIGHWAY 63 ABOUT 5 KM (3.10 MI) SOUTHWEST OF JASPER.  GO SOUTHWEST ON
 BL2322'U.S. HIGHWAY 190 FOR 1.6 KM (1.00 MI) TO FARM ROAD 777 ON THE LEFT.
 BL2322'TURN LEFT ON FARM ROAD 777 FOR 0.3 KM (0.20 MI) TO THE ENTRANCE TO
 BL2322'THE AIRPORT ON THE LEFT.  TURN LEFT FOR 0.2 KM (0.10 MI) TO A GATE.
 BL2322'PASS THROUGH THE GATE AND GO FOR 0.1 KM (0.05 MI) TO THE STATION
 BL2322'ONTHE NORTH SIDE OF THE MID-FIELD CONNECTOR.
 BL2322'THE STATION MARK IS SET 19.6 M (64.3 FT) WEST OF THE CENTERLINE OF
 BL2322'THE RUNWAY, 18.9 M (62.0 FT) NORTH OF THE CENTERLINE OF THE
 BL2322'CONNECTOR,AND6.0 M (19.7 FT) NORTHWEST OF A COBALT BLUE TAXIWAY
 BL2322'LIGHT.
 BL2322'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2322'DESCRIBED BY B.L.L.
 BL2322
 BL2322                          STATION RECOVERY (1988)
 BL2322
 BL2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BL2322'RECOVERED IN GOOD CONDITION.
 BL2322
 BL2322                          STATION RECOVERY (1995)
 BL2322
 BL2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 BL2322'THE STATION IS LOCATED APPROXIMATELY 3.75 MI (6.03 KM) SOUTHWEST OF
 BL2322'JASPER AT THE JASPER COUNTY AIRPORT.  OWNERSHIP--JASPER COUNTY.  FOR
 BL2322'ACCESS TO THE FIELD CONTACT MR.  KEVIN COTTLE, AIRPORT MANAGER, ROUTE
 BL2322'4, BOX 363, JASPER TX 75951.  PHONE (409) 384-2032.  TO REACH THE
 BL2322'STATION FROM THE JUNTION OF U.S.  HIGHWAY 190 AND STATE HIGHWAY 63
 BL2322'(ABOUT 3.1 MI (5.0 KM) SOUTHWEST OF JASPER) GO SOUTHWEST ON U.S.
 BL2322'HIGHWAY 190 TO FARM ROAD 777 ON THE LEFT.  TURN LEFT, SOUTHEASTERLY,
 BL2322'ON FARM ROAD 777 FOR 0.2 MI (0.3 KM) TO THE AIRPORT ENTRANCE ON THE
 BL2322'LEFT.  TURN LEFT FOR 0.2 MI (0.3 KM) TO A GATE.  PASS THROUGH THE GATE
 BL2322'AND GO STRAIGHT AHEAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 BL2322'NORTH SIDE OF THE MIDFIELD CONNECTOR.  THE STATION MARK IS SET 19.6 M
 BL2322'(64.3 FT) WEST OF THE CENTERLINE OF RUNWAY 18-36, 18.9 M (62.0 FT)
 BL2322'NORTH OF THE CENTERLINE OF THE MIDFIELD CONNECTING TAXIWAY, AND 6.0 M
 BL2322'(19.7 FT) NORTHWEST OF A TAXIWAY LIGHT.  THIS IS A PAC STATION.
 BL2322
 BL2322                          STATION RECOVERY (1997)
 BL2322
 BL2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 BL2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 26 MAR 1997 (WCW) .
 BL2322'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THIS STATION IS DESIGNATED
 BL2322'A PRIMARY AIRPORT CONTROL STATION (PACS)
 BL2322
 BL2322                          STATION RECOVERY (2001)
 BL2322
 BL2322'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 BL2322'STATION RECOVERED IN GOOD CONDITION, OTHER MARKS NOT SEARCHED FOR.
 BL2322'AS OF THIS RECOVERY DATE, THERE IS NO AIRPORT MANAGER, ACCESS MAY
 BL2322'BE OBTAINED FROM JASPER COUNTY, OWNER.
 BL2322
 BL2322                          STATION RECOVERY (2001)
 BL2322
 BL2322'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BL2322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0357 ***********************************************************************
 CU0357  DESIGNATION -  JAY
 CU0357  PID         -  CU0357
 CU0357  STATE/COUNTY-  TX/MITCHELL
 CU0357  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0357
 CU0357                         *CURRENT SURVEY CONTROL
 CU0357  ___________________________________________________________________
 CU0357* NAD 83(1993)-  32 15 18.31629(N)    100 48 19.36110(W)     ADJUSTED  
 CU0357* NAVD 88     -       676.952  (meters)    2220.97   (feet)  ADJUSTED  
 CU0357  ___________________________________________________________________
 CU0357  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CU0357  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CU0357  DYNAMIC HT  -         676.050 (meters)    2218.01  (feet)  COMP
 CU0357  MODELED GRAV-     979,285.5   (mgal)                       NAVD 88
 CU0357
 CU0357  HORZ ORDER  -  THIRD
 CU0357  VERT ORDER  -  SECOND    CLASS 0
 CU0357
 CU0357.The horizontal coordinates were established by classical geodetic methods
 CU0357.and adjusted by the National Geodetic Survey in February 1996..
 CU0357
 CU0357.The orthometric height was determined by differential leveling
 CU0357.and adjusted by the National Geodetic Survey in June 1991..
 CU0357
 CU0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0357
 CU0357.The geoid height was determined by GEOID03.
 CU0357
 CU0357.The dynamic height is computed by dividing the NAVD 88
 CU0357.geopotential number by the normal gravity value computed on the
 CU0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0357.degrees latitude (g = 980.6199 gals.).
 CU0357
 CU0357.The modeled gravity was interpolated from observed gravity values.
 CU0357
 CU0357;                    North         East     Units Scale Factor Converg.
 CU0357;SPC TXNC     - 2,067,634.872   382,787.131   MT  0.99996850   -1 15 26.4
 CU0357;SPC TXNC     - 6,783,565.41  1,255,860.78   sFT  0.99996850   -1 15 26.4
 CU0357;UTM  14      - 3,570,141.071   329,933.994   MT  0.99995668   -0 57 49.5
 CU0357
 CU0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0357!SPC TXNC     -   0.99989782  x   0.99996850  =   0.99986632
 CU0357!UTM  14      -   0.99989782  x   0.99995668  =   0.99985450
 CU0357
 CU0357:                Primary Azimuth Mark                     Grid Az
 CU0357:SPC TXNC     -  RED                                      151 35 04.0
 CU0357:UTM  14      -  RED                                      151 17 27.1
 CU0357
 CU0357|---------------------------------------------------------------------|
 CU0357| PID    Reference Object                     Distance      Geod. Az  |
 CU0357|                                                           dddmmss.s |
 CU0357| CU0365 RED                                 APPROX. 8.9 KM 1501937.6 |
 CU0357|---------------------------------------------------------------------|
 CU0357
 CU0357                          SUPERSEDED SURVEY CONTROL
 CU0357
 CU0357  NAD 83(1986)-  32 15 18.32111(N)    100 48 19.35164(W) AD(       ) 3
 CU0357  NAD 27      -  32 15 17.86589(N)    100 48 17.94450(W) AD(       ) 3
 CU0357  NGVD 29 (??/??/92)  676.746  (m)         2220.29   (f) ADJ UNCH    2 0
 CU0357
 CU0357.Superseded values are not recommended for survey control.
 CU0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0357.See file dsdata.txt to determine how the superseded data were derived.
 CU0357
 CU0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA2993470141(NAD 83)
 CU0357_MARKER: DD = SURVEY DISK
 CU0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0357_STAMPING: JAY 1957
 CU0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0357+STABILITY: SURFACE MOTION
 CU0357
 CU0357  HISTORY     - Date     Condition        Report By
 CU0357  HISTORY     - 1957     MONUMENTED       USGS
 CU0357  HISTORY     - 1961     GOOD             NGS
 CU0357
 CU0357                          STATION DESCRIPTION
 CU0357
 CU0357'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CU0357'STATION LOCATED APPROXIMATELY 3 MI. E. AND 10 MI. S. OF COLORADO CITY,
 CU0357'ABOUT 0.3 MI. W. OF STATE HIGHWAY 208 ON SPADE RANCH PROPERTY.
 CU0357'
 CU0357'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 208
 CU0357'ON E. EDGE OF COLORADO CITY, PROCEED SSE. ON HIGHWAY 208 9.1 MI. TO
 CU0357'INTERSECTION WITH FARM TO MARKET ROAD 644.  THENCE S. CONTINUING ON
 CU0357'HIGHWAY 208 0.3 MI. AND TURN RIGHT THRU GATE ON TRACK RD. 0.3 MI. TO
 CU0357'T-RD.  TURN LEFT (S.) 0.2 MI.  STATION LIES TO LEFT (E.) OF RD. ABOUT
 CU0357'200 FT.
 CU0357'
 CU0357'STATION MARK--STANDARD TABLET IN THE TOP OF CONCRETE POST PROJECTING
 CU0357'1 IN., STAMPED ---JAY 1957---.
 CU0357'
 CU0357'REFERENCE MARK NO. 1--CHISELED CROSS ON BOULDER BURIED FLUSH, 48.56
 CU0357'FT. FROM STATION, S 58 DEG 45 MIN W.
 CU0357'
 CU0357'REFERENCE MARK NO. 2--3/4 IN. DRILL HOLE IN BOULDER FLUSH WITH GROUND,
 CU0357'86.50 FT. FROM STATION, N 31 DEG 27 MIN W.
 CU0357
 CU0357                          STATION RECOVERY (1961)
 CU0357
 CU0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0357'11.4 MI SE FROM COLORADO CITY.
 CU0357'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0357'STATION AT COLORADO CITY, THENCE 9.15 MILES SOUTHEAST ALONG STATE
 CU0357'HIGHWAY 208, THENCE 0.45 MILE SOUTHWEST ACROSS A PASTURE, 92 FEET EAST
 CU0357'OF THE CENTER LINE OF A TRACK ROAD, NEAR A 25 FOOT POLE BRACED WITH
 CU0357'GUY WIRES, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CU0357'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0544 ***********************************************************************
 DP0544  DESIGNATION -  JAYTON
 DP0544  PID         -  DP0544
 DP0544  STATE/COUNTY-  TX/STONEWALL
 DP0544  USGS QUAD   -  JAYTON SOUTH (1969)
 DP0544
 DP0544                         *CURRENT SURVEY CONTROL
 DP0544  ___________________________________________________________________
 DP0544* NAD 83(1993)-  33 14 30.77430(N)    100 30 32.33883(W)     ADJUSTED  
 DP0544* NAVD 88     -       603.81   (+/-2cm)    1981.0    (feet)  VERTCON   
 DP0544  ___________________________________________________________________
 DP0544  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 DP0544  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DP0544
 DP0544  HORZ ORDER  -  FIRST
 DP0544  VERT ORDER  -  THIRD ? (See Below)
 DP0544
 DP0544.The horizontal coordinates were established by classical geodetic methods
 DP0544.and adjusted by the National Geodetic Survey in February 1996..
 DP0544
 DP0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0544.The vertical order pertains to the NGVD 29 superseded value.
 DP0544
 DP0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0544
 DP0544.The geoid height was determined by GEOID03.
 DP0544
 DP0544;                    North         East     Units Scale Factor Converg.
 DP0544;SPC TXNC     - 2,176,465.787   412,802.273   MT  0.99987811   -1 05 44.5
 DP0544;SPC TXNC     - 7,140,621.50  1,354,335.46   sFT  0.99987811   -1 05 44.5
 DP0544;UTM  14      - 3,679,117.452   359,416.449   MT  0.99984367   -0 49 38.4
 DP0544
 DP0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0544!SPC TXNC     -   0.99990947  x   0.99987811  =   0.99978759
 DP0544!UTM  14      -   0.99990947  x   0.99984367  =   0.99975315
 DP0544
 DP0544:                Primary Azimuth Mark                     Grid Az
 DP0544:SPC TXNC     -  JAYTON 1935 AZ MK 2                      165 23 56.1
 DP0544:UTM  14      -  JAYTON 1935 AZ MK 2                      165 07 50.0
 DP0544
 DP0544|---------------------------------------------------------------------|
 DP0544| PID    Reference Object                     Distance      Geod. Az  |
 DP0544|                                                           dddmmss.s |
 DP0544| DP0546 JAYTON 1935 AZ MK 2                 APPROX. 1.3 KM 1641811.6 |
 DP0544| CX8397 JAYTON RM 1                          24.643 METERS 18042     |
 DP0544| DP0545 JAYTON MUN TANK                     APPROX. 6.1 KM 2734535.9 |
 DP0544| CX8398 JAYTON RM 2                          27.715 METERS 27446     |
 DP0544|---------------------------------------------------------------------|
 DP0544
 DP0544                          SUPERSEDED SURVEY CONTROL
 DP0544
 DP0544  NAD 83(1993)-  33 14 30.77737(N)    100 30 32.33584(W) AD(       ) 1
 DP0544  NAD 83(1986)-  33 14 30.77976(N)    100 30 32.33154(W) AD(       ) 1
 DP0544  NAD 27      -  33 14 30.44600(N)    100 30 30.92400(W) AD(       ) 1
 DP0544  NGVD 29 (07/19/86)  603.59   (m)         1980.3    (f) LEVELING    3  
 DP0544
 DP0544.Superseded values are not recommended for survey control.
 DP0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0544.See file dsdata.txt to determine how the superseded data were derived.
 DP0544
 DP0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB5941679117(NAD 83)
 DP0544_MARKER: DS = TRIANGULATION STATION DISK
 DP0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0544_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0544
 DP0544  HISTORY     - Date     Condition        Report By
 DP0544  HISTORY     - 1935     MONUMENTED       CGS
 DP0544  HISTORY     - 1938     GOOD             TXHD
 DP0544  HISTORY     - 1942     GOOD             CGS
 DP0544  HISTORY     - 1958     GOOD             USGS
 DP0544  HISTORY     - 1958     GOOD             CGS
 DP0544  HISTORY     - 1958     GOOD             USGS
 DP0544  HISTORY     - 1978     GOOD             NGS
 DP0544
 DP0544                          STATION DESCRIPTION
 DP0544
 DP0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0544'STATION IS LOCATED 3.5 MILES N AND 6 MILES W OF THE TOWN OF
 DP0544'PEACOCK, 3.25 MILES E OF JAYTON, 0.25 MILE E AND 0.05 MILE
 DP0544'N OF THE SW CORNER OF SECTION 403, H. AND T.C. RAILROAD
 DP0544'COMPANY, BLOCK D, AND ABOUT 0.6 MILE E OF THE COUNTY LINE.  IT IS
 DP0544'ON A KNOLL IN MESQUITE-COVERED PASTURE LAND OWNED BY MR. E.J.
 DP0544'DANIELS, WHO LIVES 1.0 MILE S OF STATION.  THERE IS A DEEP GULLY
 DP0544'AND RAVINE TO THE W AND N AND CULTIVATED FIELDS TO THE SE.
 DP0544'MARK IS SET 50 FEET NW OF FENCE CORNER AT NW CORNER OF FIELD.
 DP0544'
 DP0544'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 DP0544'IN CONCRETE.
 DP0544'
 DP0544'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 DP0544'IN CONCRETE.
 DP0544'
 DP0544'REFERENCE MARK NO. 1 IS S OF STATION, IN AN N-S FENCE LINE.
 DP0544'
 DP0544'REFERENCE MARK NO. 2 IS W OF STATION.
 DP0544'
 DP0544'AZIMUTH MARK IS APPROXIMATELY 1.5 MILES SSE OF STATION ON
 DP0544'W SIDE OF CENTER VIEW CHURCH.
 DP0544'
 DP0544'STATION IS REACHED FROM THE SERVICE STATION ON STATE HIGHWAY
 DP0544'18 ON THE S SIDE OF PEACOCK BY GOING W ON STATE HIGHWAY
 DP0544'18 FOR 9.65 MILES TO WHERE HIGHWAY TURNS LEFT (W), TURN SHARP
 DP0544'RIGHT ON Y-ROAD AND CONTINUE N ON SECTION LINE ROAD FOR 1.0
 DP0544'MILE TO WHERE ROAD TURNS RIGHT (E), KEEP STRAIGHT AHEAD
 DP0544'THROUGH WIRE GATE TAKING RIGHT FORK BETWEEN HOUSE AND SHEDS,
 DP0544'GO 0.1 MILE AND TAKE LEFT FORK W JUST AFTER PASSING SHED ON
 DP0544'RIGHT AND CONTINUE ON LEFT-HAND FARM ROAD WESTERLY UP HILL
 DP0544'FOR 0.25 MILE TO FENCE.  FROM THIS POINT GO W 0.05 MILE ON
 DP0544'DIM ROAD TO TOP OF KNOLL AND STATION.
 DP0544'
 DP0544'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DP0544
 DP0544                          STATION RECOVERY (1938)
 DP0544
 DP0544'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0544'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 DP0544'DESCRIPTION IS SATISFACTORY.  NO ATTEMPT MADE TO RECOVER THE
 DP0544'AZIMUTH MARK.
 DP0544
 DP0544                          STATION RECOVERY (1942)
 DP0544
 DP0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GMF)
 DP0544'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS SATISFACTORY.
 DP0544'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.  STATION IS
 DP0544'EASIER TO REACH FROM THE TOWN OF JAYTON IN KENT COUNTY.
 DP0544'SUGGEST THE FOLLOWING CHANGE IN DIRECTIONS.  FROM THE TOWN
 DP0544'OF JAYTON, KENT COUNTY, GO E ON U.S. HIGHWAY 380 TO A SIDE
 DP0544'ROAD TO THE N, WHICH IS 1 MILE E OF THE KENT-STONEWALL COUNTY
 DP0544'LINE, FOLLOW THIS ROAD 1.8 MILES N TO A TURN TO THE E (RIGHT),
 DP0544'KEEP STRAIGHT AHEAD THROUGH WIRE GATE, ETC.  FROM HERE ON,
 DP0544'THE DIRECTIONS ARE CORRECT.
 DP0544
 DP0544                          STATION RECOVERY (1958)
 DP0544
 DP0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DP0544'RECOVERED BY GEOLOGICAL SURVEY IN APRIL, 1958, REFERENCE
 DP0544'LETTER DATED MAY 7, 1958.  AZIMUTH TO AZIMUTH MARK DIFFERS
 DP0544'BY 41 SECONDS.
 DP0544'
 DP0544'AZIMUTH WAS DETERMINED IN 1935 USING JAYTON WATER TANK AS
 DP0544'INITIAL, WHICH APPEARS TO BE IN ERROR BY 41 SECONDS.
 DP0544
 DP0544                          STATION RECOVERY (1958)
 DP0544
 DP0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0544'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 DP0544'FOUND IN GOOD CONDITION.  THE STATION MARK IS ABOUT 30 YARDS
 DP0544'WEST OF A WINDMILL AND 30 FEET WEST OF A LOT FENCE.
 DP0544'
 DP0544'THE AZIMUTH MARK WAS NOT FOUND AND THIS MARK HAS PROBABLY
 DP0544'BEEN DESTROYED.  THE FORMER SITE OF THE CENTER VIEW CHURCH
 DP0544'IS ON THE SUMMIT OF A SANDY KNOLL ABOUT 1/2 MILE NORTHWEST OF A
 DP0544'FARMHOUSE OCCUPIED BY MR. CLINT EDWARDS.  THE LAND SURROUNDING
 DP0544'THE SITE IS UNDER CULTIVATION.
 DP0544'
 DP0544'FOLLOWING IS A DESCRIPTION TO REACH THE STATION FROM PEACOCK--
 DP0544'
 DP0544'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 380 AND FARM ROAD
 DP0544'2211, 2 MILES NORTH OF PEACOCK, GO WEST ON U.S. 380 FOR 6.3
 DP0544'MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 1.8 MILES
 DP0544'TO A POINT WHERE THE MAIN ROAD TURNS RIGHT, CONTINUE NORTH
 DP0544'FOR 0.1 MILE TO AN OLD VACANT HOUSE, PASS TO NORTH OF HOUSE
 DP0544'THEN GO WEST ON FIELD ROAD ALONG SOUTH SIDE OF FENCE FOR 0.25
 DP0544'MILE TO FENCE CORNER AND STATION ABOUT 35 FEET NORTH-NORTHWEST.
 DP0544
 DP0544                          STATION RECOVERY (1958)
 DP0544
 DP0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DP0544'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33100-3, STATION 1001.
 DP0544'RECOVERED BY USGS IN 1958.
 DP0544'STATION MARK--USC AND GS STANDARD TABLET STAMPED---JAYTON 1935---.
 DP0544
 DP0544                          STATION RECOVERY (1978)
 DP0544
 DP0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DP0544'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK 2
 DP0544'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 DP0544'MARK 1 CHECKED THE 1935 DATA BUT A SHORTER DISTANCE OF 0.015
 DP0544'METER WAS NOTED TO REFERENCE MARK 2.  THE DIRECTIONS TO THE
 DP0544'REFERENCE MARKS AND AZIMUTH MARK 2 FROM THE JAYTON MUNICIPAL
 DP0544'TANK CHECKED THE 1935 DATA.  NO DESCRIPTION WAS AVAILABLE TO
 DP0544'CHECK THE 1968 DATA.  A NEW DESCRIPTION FOLLOWS.
 DP0544'
 DP0544'THE STATION IS LOCATED 4 MILES EAST OF JAYTON, 4 MILES WEST OF
 DP0544'THE SALT FORK OF THE BRAZOS RIVER, 2 MILES NORTH OF U.S.
 DP0544'HIGHWAY 380, 1/2 MILE EAST OF THE KENT COUNTY LINE, ON A LOW
 DP0544'HILL, NEXT TO A CORRAL AND A WINDMILL, ON PROPERTY OF WAYNE
 DP0544'STANALAND, JAYTON, PHONE 806-237-2155.
 DP0544'
 DP0544'TO REACH THE STATION FROM THE COURTHOUSE IN JAYTON, GO SOUTH ON
 DP0544'STATE HIGHWAY 70 FOR 0.5 MILE TO ITS JUNCTION WITH HIGHWAY 380.
 DP0544'TURN LEFT, EAST, FOR 3.35 MILES TO THE COUNTY LINE.  CONTINUE
 DP0544'EAST FOR 1.0 MILE TO A DIRT ROAD LEFT.  TURN LEFT, NORTH, FOR
 DP0544'0.8 MILE TO A FORK.  BEAR RIGHT, NORTHEAST, ON A DIRT ROAD FOR
 DP0544'0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR
 DP0544'0.8 MILE TO A ROAD CURVE RIGHT AND A LOCKED PIPE GATE.  PASS
 DP0544'THROUGH GATE AND GO NORTH AND WEST ON A FIELD ROAD FOR 0.3
 DP0544'MILE TO HIGH GROUND, A CORRAL ON THE LEFT AND A GATE AT THE
 DP0544'WEST CORNER OF THE CORRAL.  PASS THROUGH THE GATE TO STATION
 DP0544'ALONG WEST SIDE OF CORRAL.
 DP0544'
 DP0544'STATION MARKS, STAMPED---JAYTON 1935---, ARE STANDARD DISKS.
 DP0544'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DP0544'MONUMENT PROJECTING 14 INCHES ABOVE GROUND.  IT IS ABOUT 100
 DP0544'FEET WEST OF THE WINDMILL, 70 FEET NORTH OF THE WEST GATEPOST
 DP0544'TO A FENCE SEPARATING A CULTIVATED FIELD FROM RANGE LAND, 59.5
 DP0544'FEET NORTHWEST OF THE SOUTH GATEPOST (WITH WITNESS SIGN) FOR A
 DP0544'CORRAL GATE, 33.5 FEET WEST OF A FENCE CORNER, AND 23.5 FEET
 DP0544'EAST OF THE SOUTHEAST END OF A DILAPIDATED CATTLE HOLDING PEN.
 DP0544'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 DP0544'CONCRETE MASS AT AN UNDETERMINED DEPTH.
 DP0544'
 DP0544'REFERENCE MARK 1, STAMPED---JAYTON NO 1 1935---, IS A STANDARD
 DP0544'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DP0544'PROJECTING 3 INCHES ABOVE GROUND.  IT IS 10.5 FEET WEST-
 DP0544'SOUTHWEST OF THE WEST GATEPOST, 4 FEET EAST OF THE SECOND
 DP0544'FENCEPOST SOUTHWEST OF THE WEST GATEPOST, 2 FEET SOUTHEAST OF
 DP0544'THE FENCE, AND LEVEL WITH THE STATION.
 DP0544'
 DP0544'REFERENCE MARK 2, STAMPED---JAYTON NO 2 1935---, IS A STANDARD
 DP0544'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DP0544'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 121 FEET NORTHWEST OF
 DP0544'THE WEST GATE POST, 45.5 FEET SOUTH OF THE REAR END OF A JUNKED
 DP0544'1957 OLDSMOBILE, 44 FEET WEST OF THE NORTHWEST END OF THE
 DP0544'HOLDING PEN, AND 2 FEET LOWER THAN THE STATION.
 DP0544'
 DP0544'AZIMUTH MARK 2, STAMPED---JAYTON 1935 1968 AZ 2---, IS A
 DP0544'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DP0544'MONUMENT FLUSH WITH THE GROUND.  IT IS 85 FEET SOUTH-SOUTHWEST
 DP0544'OF THE CENTER OF A FIELD ENTRANCE PIPE GATE, 20 FEET EAST OF
 DP0544'THE ROAD CENTER, 10.0 FEET SOUTH OF A UTILITY POLE, 9.0 FEET
 DP0544'NORTH OF THE UTILITY POLE GUY WIRE, 2.0 FEET WEST OF A METAL
 DP0544'WITNESS POST IN THE FENCE LINE, AND 3 FEET ABOVE THE ROAD.
 DP0544'
 DP0544'HEIGHT OF LIGHT ABOVE STATION WAS 14.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0546 ***********************************************************************
 DP0546  DESIGNATION -  JAYTON 1935 AZ MK 2
 DP0546  PID         -  DP0546
 DP0546  STATE/COUNTY-  TX/STONEWALL
 DP0546  USGS QUAD   -  JAYTON SOUTH (1969)
 DP0546
 DP0546                         *CURRENT SURVEY CONTROL
 DP0546  ___________________________________________________________________
 DP0546* NAD 83(1993)-  33 13 48.65473(N)    100 30 18.25459(W)     ADJUSTED  
 DP0546* NAVD 88     -       592.2    (meters)    1943.     (feet)  VERTCON   
 DP0546  ___________________________________________________________________
 DP0546  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 DP0546  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DP0546
 DP0546  HORZ ORDER  -  SECOND
 DP0546
 DP0546.The horizontal coordinates were established by classical geodetic methods
 DP0546.and adjusted by the National Geodetic Survey in February 1996..
 DP0546
 DP0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0546
 DP0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0546
 DP0546.The geoid height was determined by GEOID03.
 DP0546
 DP0546;                    North         East     Units Scale Factor Converg.
 DP0546;SPC TXNC     - 2,175,161.599   413,142.015   MT  0.99987746   -1 05 36.8
 DP0546;SPC TXNC     - 7,136,342.68  1,355,450.09   sFT  0.99987746   -1 05 36.8
 DP0546;UTM  14      - 3,677,814.916   359,762.287   MT  0.99984248   -0 49 29.7
 DP0546
 DP0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0546!SPC TXNC     -   0.99991129  x   0.99987746  =   0.99978876
 DP0546!UTM  14      -   0.99991129  x   0.99984248  =   0.99975379
 DP0546
 DP0546                          SUPERSEDED SURVEY CONTROL
 DP0546
 DP0546  NAD 83(1993)-  33 13 48.65783(N)    100 30 18.25151(W) AD(       ) 2
 DP0546  NAD 83(1986)-  33 13 48.66019(N)    100 30 18.24727(W) AD(       ) 2
 DP0546  NAD 27      -  33 13 48.32520(N)    100 30 16.84065(W) AD(       ) 2
 DP0546  NGVD 29 (07/19/86)  592.0    (m)         1942.     (f) VERT ANG       
 DP0546
 DP0546.Superseded values are not recommended for survey control.
 DP0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0546.See file dsdata.txt to determine how the superseded data were derived.
 DP0546
 DP0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB5976277815(NAD 83)
 DP0546_MARKER: DZ = AZIMUTH MARK DISK
 DP0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0546_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0546+STABILITY: SURFACE MOTION
 DP0546
 DP0546  HISTORY     - Date     Condition        Report By
 DP0546  HISTORY     - 1978     MONUMENTED       NGS
 DP0546
 DP0546                          STATION DESCRIPTION
 DP0546
 DP0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DP0546'THE STATION IS LOCATED 5 MILES EAST-SOUTHEAST OF JAYTON, 4
 DP0546'MILES WEST OF THE SALT FORK OF THE BRAZOS RIVER, 1 MILE NORTH
 DP0546'OF U.S. HIGHWAY 380, ON A LOW CUTBANK ON THE RIGHT-OF-WAY OF A
 DP0546'DIRT ROAD.
 DP0546'
 DP0546'TO REACH THE STATION FROM THE COURTHOUSE IN JAYTON, GO SOUTH ON
 DP0546'STATE HIGHWAY 70 FOR 0.5 MILE TO ITS JUNCTION WITH HIGHWAY 380.
 DP0546'TURN LEFT, EAST, FOR 3.35 MILES TO THE COUNTY LINE.  CONTINUE
 DP0546'EAST FOR 1.0 MILE TO A DIRT ROAD LEFT.  TURN LEFT, NORTH, ON
 DP0546'THE DIRT ROAD FOR 0.8 MILE TO A FORK.  BEAR RIGHT, NORTHEAST,
 DP0546'ON THE DIRT ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 DP0546'
 DP0546'STATION MARK, STAMPED---JAYTON 1935 1968 AZ 2---, IS A STANDARD
 DP0546'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DP0546'MONUMENT FLUSH WITH THE GROUND.  IT IS 85 FEET SOUTH-SOUTHWEST
 DP0546'OF THE CENTER OF A FIELD ENTRANCE PIPE GATE, 20 FEET EAST OF
 DP0546'THE ROAD CENTER, 10.0 FEET SOUTH OF A UTILITY POLE, 9.0 FEET
 DP0546'NORTH OF THE UTILITY POLE GUY WIRE, 2.0 FEET WEST OF A METAL
 DP0546'WITNESS POST IN THE FENCE LINE, AND 3 FEET ABOVE THE ROAD.
 DP0546'
 DP0546'STATION WAS NOT OCCUPIED AT THIS TIME.  AN EDM TIE WAS MADE TO
 DP0546'STATION JAYTON 1935.
 DP0546'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9637 ***********************************************************************
 AF9637  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9637  DESIGNATION -  JAYTON CORS ARP
 AF9637  CORS_ID     -  JTNT
 AF9637  PID         -  AF9637
 AF9637  STATE/COUNTY-  TX/KENT
 AF9637  USGS QUAD   -  POLAR (1978)
 AF9637
 AF9637                         *CURRENT SURVEY CONTROL
 AF9637  ___________________________________________________________________
 AF9637* NAD 83(CORS)-  33 01 01.90185(N)    100 58 37.69117(W)     ADJUSTED  
 AF9637* NAVD 88     -                                                        
 AF9637  ___________________________________________________________________
 AF9637  EPOCH DATE  -        2002.00
 AF9637  X           -  -1,019,496.115 (meters)                     COMP
 AF9637  Y           -  -5,256,049.835 (meters)                     COMP
 AF9637  Z           -   3,455,931.440 (meters)                     COMP
 AF9637  ELLIP HEIGHT-         685.66  (meters)          (03/??/02) GPS OBS
 AF9637  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AF9637
 AF9637  HORZ ORDER  -  SPECIAL (CORS)
 AF9637  ELLP ORDER  -  SPECIAL (CORS)
 AF9637
 AF9637.ITRF positions are available for this station.
 AF9637.The coordinates were established by GPS observations
 AF9637.and adjusted by the National Geodetic Survey in March 2002..
 AF9637.The coordinates are valid at the epoch date displayed above.
 AF9637.The epoch date for horizontal control is a decimal equivalence
 AF9637.of Year/Month/Day.
 AF9637
 AF9637
 AF9637.The PID for the CORS L1 Phase Center is AC9376.
 AF9637
 AF9637.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9637
 AF9637.The ellipsoidal height was determined by GPS observations
 AF9637.and is referenced to NAD 83.
 AF9637
 AF9637.The geoid height was determined by GEOID03.
 AF9637
 AF9637;                    North         East     Units Scale Factor Converg.
 AF9637;SPC TXNC     - 2,152,487.960   368,599.436   MT  0.99987280   -1 21 03.7
 AF9637;SPC TXNC     - 7,061,954.25  1,209,313.32   sFT  0.99987280   -1 21 03.7
 AF9637
 AF9637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9637!SPC TXNC     -   0.99989236  x   0.99987280  =   0.99976518
 AF9637
 AF9637                          SUPERSEDED SURVEY CONTROL
 AF9637
 AF9637  NAD 83(CORS)-  33 01 01.90146(N)    100 58 37.69088(W) AD(1997.00) c
 AF9637  ELLIP H (04/??/00)  685.66   (m)                       GP(1997.00) c c
 AF9637  NAD 83(CORS)-  33 01 01.90153(N)    100 58 37.69058(W) AD(1997.00) c
 AF9637  NAD 83(CORS)-  33 01 01.90153(N)    100 58 37.69058(W) AD(1996.00) c
 AF9637  ELLIP H (06/??/97)  685.69   (m)                       GP(1997.00) c c
 AF9637  ELLIP H (06/??/97)  685.69   (m)                       GP(1996.00) c c
 AF9637
 AF9637.Superseded values are not recommended for survey control.
 AF9637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9637.See file dsdata.txt to determine how the superseded data were derived.
 AF9637
 AF9637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1532554930(NAD 83)
 AF9637_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9637
 AF9637                          STATION DESCRIPTION
 AF9637
 AF9637'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9637'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9637'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9637'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9637'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9637'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9376 ***********************************************************************
 AC9376  CORS        -  This is a GPS Continuously Operating Reference Station.
 AC9376  DESIGNATION -  JAYTON CORS L1 PHASE CENTER
 AC9376  CORS_ID     -  JTNT
 AC9376  PID         -  AC9376
 AC9376  STATE/COUNTY-  TX/KENT
 AC9376  USGS QUAD   -  POLAR (1978)
 AC9376
 AC9376                         *CURRENT SURVEY CONTROL
 AC9376  ___________________________________________________________________
 AC9376* NAD 83(CORS)-  33 01 01.90184(N)    100 58 37.69119(W)     ADJUSTED  
 AC9376* NAVD 88     -                                                        
 AC9376  ___________________________________________________________________
 AC9376  EPOCH DATE  -        2002.00
 AC9376  X           -  -1,019,496.127 (meters)                     COMP
 AC9376  Y           -  -5,256,049.892 (meters)                     COMP
 AC9376  Z           -   3,455,931.478 (meters)                     COMP
 AC9376  ELLIP HEIGHT-         685.73  (meters)          (03/??/02) GPS OBS
 AC9376  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AC9376
 AC9376  HORZ ORDER  -  SPECIAL (CORS)
 AC9376  ELLP ORDER  -  SPECIAL (CORS)
 AC9376
 AC9376.ITRF positions are available for this station.
 AC9376.The coordinates were established by GPS observations
 AC9376.and adjusted by the National Geodetic Survey in March 2002..
 AC9376.The coordinates are valid at the epoch date displayed above.
 AC9376.The epoch date for horizontal control is a decimal equivalence
 AC9376.of Year/Month/Day.
 AC9376
 AC9376
 AC9376.The PID for the CORS ARP is AF9637.
 AC9376
 AC9376.The XYZ, and position/ellipsoidal ht. are equivalent.
 AC9376
 AC9376.The ellipsoidal height was determined by GPS observations
 AC9376.and is referenced to NAD 83.
 AC9376
 AC9376.The geoid height was determined by GEOID03.
 AC9376
 AC9376;                    North         East     Units Scale Factor Converg.
 AC9376;SPC TXNC     - 2,152,487.960   368,599.435   MT  0.99987280   -1 21 03.7
 AC9376;SPC TXNC     - 7,061,954.25  1,209,313.31   sFT  0.99987280   -1 21 03.7
 AC9376
 AC9376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9376!SPC TXNC     -   0.99989235  x   0.99987280  =   0.99976517
 AC9376
 AC9376                          SUPERSEDED SURVEY CONTROL
 AC9376
 AC9376  NAD 83(CORS)-  33 01 01.90146(N)    100 58 37.69090(W) AD(1997.00) c
 AC9376  ELLIP H (04/??/00)  685.74   (m)                       GP(1997.00) c c
 AC9376  NAD 83(CORS)-  33 01 01.90153(N)    100 58 37.69060(W) AD(1997.00) c
 AC9376  NAD 83(CORS)-  33 01 01.90153(N)    100 58 37.69060(W) AD(1996.00) c
 AC9376  ELLIP H (06/??/97)  685.77   (m)                       GP(1997.00) c c
 AC9376  ELLIP H (06/??/97)  685.77   (m)                       GP(1996.00) c c
 AC9376
 AC9376.Superseded values are not recommended for survey control.
 AC9376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9376.See file dsdata.txt to determine how the superseded data were derived.
 AC9376
 AC9376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1532554930(NAD 83)
 AC9376_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AC9376
 AC9376                          STATION DESCRIPTION
 AC9376
 AC9376'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AC9376'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AC9376'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AC9376'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AC9376'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AC9376'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0545 ***********************************************************************
 DP0545  DESIGNATION -  JAYTON MUN TANK
 DP0545  PID         -  DP0545
 DP0545  STATE/COUNTY-  TX/KENT
 DP0545  USGS QUAD   -  JAYTON SOUTH (1969)
 DP0545
 DP0545                         *CURRENT SURVEY CONTROL
 DP0545  ___________________________________________________________________
 DP0545* NAD 83(1993)-  33 14 43.63230(N)    100 34 26.29101(W)     ADJUSTED  
 DP0545* NAVD 88     -                                                        
 DP0545  ___________________________________________________________________
 DP0545  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 DP0545  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DP0545
 DP0545  HORZ ORDER  -  THIRD
 DP0545
 DP0545.The horizontal coordinates were established by classical geodetic methods
 DP0545.and adjusted by the National Geodetic Survey in February 1996..
 DP0545
 DP0545
 DP0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0545
 DP0545.The geoid height was determined by GEOID03.
 DP0545
 DP0545;                    North         East     Units Scale Factor Converg.
 DP0545;SPC TXNC     - 2,176,979.465   406,755.382   MT  0.99987832   -1 07 52.1
 DP0545;SPC TXNC     - 7,142,306.79  1,334,496.62   sFT  0.99987832   -1 07 52.1
 DP0545;UTM  14      - 3,679,602.805   353,367.364   MT  0.99986510   -0 51 47.0
 DP0545
 DP0545                          SUPERSEDED SURVEY CONTROL
 DP0545
 DP0545  NAD 83(1993)-  33 14 43.63503(N)    100 34 26.28716(W) AD(       ) 4
 DP0545  NAD 83(1986)-  33 14 43.63711(N)    100 34 26.28241(W) AD(       ) 4
 DP0545  NAD 27      -  33 14 43.30453(N)    100 34 24.87539(W) AD(       ) 3
 DP0545
 DP0545.Superseded values are not recommended for survey control.
 DP0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0545.See file dsdata.txt to determine how the superseded data were derived.
 DP0545
 DP0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB5336779603(NAD 83)
 DP0545_MARKER: 51 = TANK
 DP0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0545+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 DP0545
 DP0545  HISTORY     - Date     Condition        Report By
 DP0545  HISTORY     - 1978     FIRST OBSERVED   NGS
 DP0545  HISTORY     - 1969     GOOD             CGS
 DP0545  HISTORY     - 20050526 GOOD             USPSQD
 DP0545
 DP0545                          STATION DESCRIPTION
 DP0545
 DP0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DP0545'THE STATION IS THE TOP CENTER OF THE JAYTON MUNICIPAL WATER
 DP0545'TANK WHICH IS PAINTED BLACK, IS SUPPORTED BY 4 LEGS AND ABOUT
 DP0545'100 FEET HIGH.
 DP0545'
 DP0545'THE TANK IS LOCATED IN THE TOWN OF JAYTON ALONG THE WEST SIDE
 DP0545'OF STATE HIGHWAY 70.
 DP0545
 DP0545                          STATION RECOVERY (1969)
 DP0545
 DP0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DP0545'RECOVERED IN GOOD CONDITION.
 DP0545
 DP0545                          STATION RECOVERY (2005)
 DP0545
 DP0545'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DP0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8333 ***********************************************************************
 DG8333  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG8333  DESIGNATION -  JB DAVIES 2 CORS ARP
 DG8333  CORS_ID     -  JBD2
 DG8333  PID         -  DG8333
 DG8333  STATE/COUNTY-  TX/TARRANT
 DG8333  USGS QUAD   -  FORT WORTH (1981)
 DG8333
 DG8333                         *CURRENT SURVEY CONTROL
 DG8333  ___________________________________________________________________
 DG8333* NAD 83(CORS)-  32 39 38.24437(N)    097 17 01.10660(W)     ADJUSTED  
 DG8333* NAVD 88     -                                                        
 DG8333  ___________________________________________________________________
 DG8333  EPOCH DATE  -        2002.00
 DG8333  X           -    -681,453.797 (meters)                     COMP
 DG8333  Y           -  -5,331,657.160 (meters)                     COMP
 DG8333  Z           -   3,422,428.952 (meters)                     COMP
 DG8333  ELLIP HEIGHT-         178.21  (meters)          (11/??/04) GPS OBS
 DG8333  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DG8333
 DG8333  HORZ ORDER  -  SPECIAL (CORS)
 DG8333  ELLP ORDER  -  SPECIAL (CORS)
 DG8333
 DG8333.ITRF positions are available for this station.
 DG8333.The coordinates were established by GPS observations
 DG8333.and adjusted by the National Geodetic Survey in November 2004..
 DG8333.The coordinates are valid at the epoch date displayed above.
 DG8333.The epoch date for horizontal control is a decimal equivalence
 DG8333.of Year/Month/Day.
 DG8333
 DG8333
 DG8333.The PID for the CORS L1 Phase Center is DG8334.
 DG8333
 DG8333.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG8333
 DG8333.The ellipsoidal height was determined by GPS observations
 DG8333.and is referenced to NAD 83.
 DG8333
 DG8333.The geoid height was determined by GEOID03.
 DG8333
 DG8333;                    North         East     Units Scale Factor Converg.
 DG8333;SPC TXNC     - 2,110,880.517   714,091.432   MT  0.99989576   +0 39 48.2
 DG8333;SPC TXNC     - 6,925,447.16  2,342,814.97   sFT  0.99989576   +0 39 48.2
 DG8333
 DG8333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8333!SPC TXNC     -   0.99997202  x   0.99989576  =   0.99986778
 DG8333
 DG8333                          SUPERSEDED SURVEY CONTROL
 DG8333
 DG8333.No superseded survey control is available for this station.
 DG8333
 DG8333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6095614966(NAD 83)
 DG8333_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG8333
 DG8333                          STATION DESCRIPTION
 DG8333
 DG8333'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG8333'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG8333'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG8333'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG8333'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG8333'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8334 ***********************************************************************
 DG8334  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG8334  DESIGNATION -  JB DAVIES 2 CORS L1 PHASE CENTER
 DG8334  CORS_ID     -  JBD2
 DG8334  PID         -  DG8334
 DG8334  STATE/COUNTY-  TX/TARRANT
 DG8334  USGS QUAD   -  FORT WORTH (1981)
 DG8334
 DG8334                         *CURRENT SURVEY CONTROL
 DG8334  ___________________________________________________________________
 DG8334* NAD 83(CORS)-  32 39 38.24445(N)    097 17 01.10655(W)     ADJUSTED  
 DG8334* NAVD 88     -                                                        
 DG8334  ___________________________________________________________________
 DG8334  EPOCH DATE  -        2002.00
 DG8334  X           -    -681,453.806 (meters)                     COMP
 DG8334  Y           -  -5,331,657.242 (meters)                     COMP
 DG8334  Z           -   3,422,429.008 (meters)                     COMP
 DG8334  ELLIP HEIGHT-         178.31  (meters)          (11/??/04) GPS OBS
 DG8334  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DG8334
 DG8334  HORZ ORDER  -  SPECIAL (CORS)
 DG8334  ELLP ORDER  -  SPECIAL (CORS)
 DG8334
 DG8334.ITRF positions are available for this station.
 DG8334.The coordinates were established by GPS observations
 DG8334.and adjusted by the National Geodetic Survey in November 2004..
 DG8334.The coordinates are valid at the epoch date displayed above.
 DG8334.The epoch date for horizontal control is a decimal equivalence
 DG8334.of Year/Month/Day.
 DG8334
 DG8334
 DG8334.The PID for the CORS ARP is DG8333.
 DG8334
 DG8334.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG8334
 DG8334.The ellipsoidal height was determined by GPS observations
 DG8334.and is referenced to NAD 83.
 DG8334
 DG8334.The geoid height was determined by GEOID03.
 DG8334
 DG8334;                    North         East     Units Scale Factor Converg.
 DG8334;SPC TXNC     - 2,110,880.519   714,091.433   MT  0.99989576   +0 39 48.2
 DG8334;SPC TXNC     - 6,925,447.17  2,342,814.98   sFT  0.99989576   +0 39 48.2
 DG8334
 DG8334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8334!SPC TXNC     -   0.99997200  x   0.99989576  =   0.99986777
 DG8334
 DG8334                          SUPERSEDED SURVEY CONTROL
 DG8334
 DG8334.No superseded survey control is available for this station.
 DG8334
 DG8334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6095614966(NAD 83)
 DG8334_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG8334
 DG8334                          STATION DESCRIPTION
 DG8334
 DG8334'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG8334'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG8334'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG8334'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG8334'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG8334'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5346 ***********************************************************************
 DG5346  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5346  DESIGNATION -  JBDAVIES COOP CORS ARP
 DG5346  CORS_ID     -  JBD1
 DG5346  PID         -  DG5346
 DG5346  STATE/COUNTY-  TX/TARRANT
 DG5346  USGS QUAD   -  FORT WORTH (1981)
 DG5346
 DG5346                         *CURRENT SURVEY CONTROL
 DG5346  ___________________________________________________________________
 DG5346* NAD 83(CORS)-  32 43 51.28645(N)    097 20 27.71976(W)     ADJUSTED  
 DG5346* NAVD 88     -                                                        
 DG5346  ___________________________________________________________________
 DG5346  EPOCH DATE  -        2002.00
 DG5346  X           -    -686,256.036 (meters)                     COMP
 DG5346  Y           -  -5,326,795.245 (meters)                     COMP
 DG5346  Z           -   3,428,988.842 (meters)                     COMP
 DG5346  ELLIP HEIGHT-         177.82  (meters)          (04/??/04) GPS OBS
 DG5346  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DG5346
 DG5346  HORZ ORDER  -  SPECIAL (CORS)
 DG5346  ELLP ORDER  -  SPECIAL (CORS)
 DG5346
 DG5346.ITRF positions are available for this station.
 DG5346.The coordinates were established by GPS observations
 DG5346.and adjusted by the National Geodetic Survey in April 2004..
 DG5346.The coordinates are valid at the epoch date displayed above.
 DG5346.The epoch date for horizontal control is a decimal equivalence
 DG5346.of Year/Month/Day.
 DG5346
 DG5346
 DG5346.The PID for the CORS L1 Phase Center is DG5347.
 DG5346
 DG5346.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5346
 DG5346.The ellipsoidal height was determined by GPS observations
 DG5346.and is referenced to NAD 83.
 DG5346
 DG5346.The geoid height was determined by GEOID03.
 DG5346
 DG5346;                    North         East     Units Scale Factor Converg.
 DG5346;SPC TXNC     - 2,118,613.376   708,622.395   MT  0.99988819   +0 37 55.5
 DG5346;SPC TXNC     - 6,950,817.38  2,324,871.97   sFT  0.99988819   +0 37 55.5
 DG5346
 DG5346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5346!SPC TXNC     -   0.99997208  x   0.99988819  =   0.99986028
 DG5346
 DG5346                          SUPERSEDED SURVEY CONTROL
 DG5346
 DG5346.No superseded survey control is available for this station.
 DG5346
 DG5346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5545222674(NAD 83)
 DG5346_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5346
 DG5346                          STATION DESCRIPTION
 DG5346
 DG5346'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5346'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5346'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5346'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5346'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5346'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5347 ***********************************************************************
 DG5347  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5347  DESIGNATION -  JBDAVIES COOP CORS L1 PHASE CENTER
 DG5347  CORS_ID     -  JBD1
 DG5347  PID         -  DG5347
 DG5347  STATE/COUNTY-  TX/TARRANT
 DG5347  USGS QUAD   -  FORT WORTH (1981)
 DG5347
 DG5347                         *CURRENT SURVEY CONTROL
 DG5347  ___________________________________________________________________
 DG5347* NAD 83(CORS)-  32 43 51.28653(N)    097 20 27.71971(W)     ADJUSTED  
 DG5347* NAVD 88     -                                                        
 DG5347  ___________________________________________________________________
 DG5347  EPOCH DATE  -        2002.00
 DG5347  X           -    -686,256.046 (meters)                     COMP
 DG5347  Y           -  -5,326,795.335 (meters)                     COMP
 DG5347  Z           -   3,428,988.903 (meters)                     COMP
 DG5347  ELLIP HEIGHT-         177.93  (meters)          (04/??/04) GPS OBS
 DG5347  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DG5347
 DG5347  HORZ ORDER  -  SPECIAL (CORS)
 DG5347  ELLP ORDER  -  SPECIAL (CORS)
 DG5347
 DG5347.ITRF positions are available for this station.
 DG5347.The coordinates were established by GPS observations
 DG5347.and adjusted by the National Geodetic Survey in April 2004..
 DG5347.The coordinates are valid at the epoch date displayed above.
 DG5347.The epoch date for horizontal control is a decimal equivalence
 DG5347.of Year/Month/Day.
 DG5347
 DG5347
 DG5347.The PID for the CORS ARP is DG5346.
 DG5347
 DG5347.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5347
 DG5347.The ellipsoidal height was determined by GPS observations
 DG5347.and is referenced to NAD 83.
 DG5347
 DG5347.The geoid height was determined by GEOID03.
 DG5347
 DG5347;                    North         East     Units Scale Factor Converg.
 DG5347;SPC TXNC     - 2,118,613.378   708,622.397   MT  0.99988819   +0 37 55.5
 DG5347;SPC TXNC     - 6,950,817.39  2,324,871.98   sFT  0.99988819   +0 37 55.5
 DG5347
 DG5347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5347!SPC TXNC     -   0.99997206  x   0.99988819  =   0.99986026
 DG5347
 DG5347                          SUPERSEDED SURVEY CONTROL
 DG5347
 DG5347.No superseded survey control is available for this station.
 DG5347
 DG5347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5545222674(NAD 83)
 DG5347_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5347
 DG5347                          STATION DESCRIPTION
 DG5347
 DG5347'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5347'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5347'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5347'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5347'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5347'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0759 ***********************************************************************
 AB0759  DESIGNATION -  JBL 11
 AB0759  PID         -  AB0759
 AB0759  STATE/COUNTY-  TX/CAMERON
 AB0759  USGS QUAD   -  SANTA ROSA (1982)
 AB0759
 AB0759                         *CURRENT SURVEY CONTROL
 AB0759  ___________________________________________________________________
 AB0759* NAD 83(1986)-  26 15 12.     (N)    097 49 29.     (W)     SCALED    
 AB0759* NAVD 88     -        15.617  (meters)      51.24   (feet)  ADJUSTED  
 AB0759  ___________________________________________________________________
 AB0759  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AB0759  DYNAMIC HT  -          15.591 (meters)      51.15  (feet)  COMP
 AB0759  MODELED GRAV-     979,031.5   (mgal)                       NAVD 88
 AB0759
 AB0759  VERT ORDER  -  SECOND    CLASS 0
 AB0759
 AB0759.The horizontal coordinates were scaled from a topographic map and have
 AB0759.an estimated accuracy of +/- 6 seconds.
 AB0759
 AB0759.The orthometric height was determined by differential leveling
 AB0759.and adjusted by the National Geodetic Survey in June 1991..
 AB0759
 AB0759.The geoid height was determined by GEOID03.
 AB0759
 AB0759.The dynamic height is computed by dividing the NAVD 88
 AB0759.geopotential number by the normal gravity value computed on the
 AB0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0759.degrees latitude (g = 980.6199 gals.).
 AB0759
 AB0759.The modeled gravity was interpolated from observed gravity values.
 AB0759
 AB0759;                    North         East    Units  Estimated Accuracy
 AB0759;SPC TX S     - 5,065,180.      367,460.      MT  (+/- 180 meters Scaled)
 AB0759
 AB0759                          SUPERSEDED SURVEY CONTROL
 AB0759
 AB0759  NGVD 29 (??/??/92)   15.718  (m)           51.57   (f) ADJ UNCH    2 0
 AB0759
 AB0759.Superseded values are not recommended for survey control.
 AB0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0759.See file dsdata.txt to determine how the superseded data were derived.
 AB0759
 AB0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ173042(NAD 83)
 AB0759_MARKER: DD = SURVEY DISK
 AB0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0759_SP_SET: CONCRETE POST
 AB0759_STAMPING: J B L 11 1928
 AB0759_MARK LOGO: USGS  
 AB0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0759+STABILITY: SURFACE MOTION
 AB0759
 AB0759  HISTORY     - Date     Condition        Report By
 AB0759  HISTORY     - 1928     MONUMENTED       USGS
 AB0759  HISTORY     - 1942     GOOD             NGS
 AB0759  HISTORY     - 19870316 GOOD             USPSQD
 AB0759  HISTORY     - 1988     GOOD             USPSQD
 AB0759
 AB0759                          STATION DESCRIPTION
 AB0759
 AB0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0759'IN SANTA ROSA.
 AB0759'BENCH MARK IS 153.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AB0759'CENTERLINE OF DUKES HIGHWAY AND IN THE NORTH SCHOOL YARD.  IT IS 18.5
 AB0759'FEET SOUTH OF THE CENTERLINE OF THE WEST ENTRANCE TO THE NORTH SCHOOL,
 AB0759'2.0 FEET WEST OF THE WEST WALL OF THE NORTH SCHOOL BUILDING. MONUMENT
 AB0759'PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 0.25
 AB0759'MILE SOUTH OF THE SOUTHERN PACIFIC RAILROAD STATION AT SANTA ROSA.
 AB0759
 AB0759                          STATION RECOVERY (1987)
 AB0759
 AB0759'RECOVERY NOTE BY US POWER SQUADRON 1987
 AB0759'RECOVERED IN GOOD CONDITION.
 AB0759
 AB0759                          STATION RECOVERY (1988)
 AB0759
 AB0759'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0324 ***********************************************************************
 AB0324  DESIGNATION -  JBL 13
 AB0324  PID         -  AB0324
 AB0324  STATE/COUNTY-  TX/CAMERON
 AB0324  USGS QUAD   -  LA COMA (1983)
 AB0324
 AB0324                         *CURRENT SURVEY CONTROL
 AB0324  ___________________________________________________________________
 AB0324* NAD 83(1986)-  26 14 02.     (N)    097 20 44.     (W)     SCALED    
 AB0324* NAVD 88     -         4.897  (meters)      16.07   (feet)  ADJUSTED  
 AB0324  ___________________________________________________________________
 AB0324  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 AB0324  DYNAMIC HT  -           4.890 (meters)      16.04  (feet)  COMP
 AB0324  MODELED GRAV-     979,066.2   (mgal)                       NAVD 88
 AB0324
 AB0324  VERT ORDER  -  SECOND    CLASS 0
 AB0324
 AB0324.The horizontal coordinates were scaled from a topographic map and have
 AB0324.an estimated accuracy of +/- 6 seconds.
 AB0324
 AB0324.The orthometric height was determined by differential leveling
 AB0324.and adjusted by the National Geodetic Survey in June 1991..
 AB0324
 AB0324.The geoid height was determined by GEOID03.
 AB0324
 AB0324.The dynamic height is computed by dividing the NAVD 88
 AB0324.geopotential number by the normal gravity value computed on the
 AB0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0324.degrees latitude (g = 980.6199 gals.).
 AB0324
 AB0324.The modeled gravity was interpolated from observed gravity values.
 AB0324
 AB0324;                    North         East    Units  Estimated Accuracy
 AB0324;SPC TX S     - 5,063,370.      415,350.      MT  (+/- 180 meters Scaled)
 AB0324
 AB0324                          SUPERSEDED SURVEY CONTROL
 AB0324
 AB0324  NGVD 29 (??/??/92)    4.998  (m)           16.40   (f) ADJ UNCH    2 0
 AB0324
 AB0324.Superseded values are not recommended for survey control.
 AB0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0324.See file dsdata.txt to determine how the superseded data were derived.
 AB0324
 AB0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ652026(NAD 83)
 AB0324_MARKER: DD = SURVEY DISK
 AB0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0324_SP_SET: CONCRETE POST
 AB0324_STAMPING: JBL 13 1929
 AB0324_MARK LOGO: USGS  
 AB0324_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0324+STABILITY: SURFACE MOTION
 AB0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0324+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AB0324
 AB0324  HISTORY     - Date     Condition        Report By
 AB0324  HISTORY     - 1929     MONUMENTED       USGS
 AB0324  HISTORY     - 1962     GOOD             NGS
 AB0324  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0324  HISTORY     - 19930217 GOOD             USPSQD
 AB0324  HISTORY     - 20050820 GOOD             USPSQD
 AB0324
 AB0324                          STATION DESCRIPTION
 AB0324
 AB0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AB0324'3.1 MI E FROM RIO HONDO.
 AB0324'3.1 MILES EAST ALONG STATE HIGHWAY 106 FROM THE CROSSING OF THE
 AB0324'MISSOURI PACIFIC RAILROAD AT RIO HONDO, CAMERON COUNTY, 12.4 MILES
 AB0324'EAST ALONG A PAVED ROAD, AND 3.0 MILES NORTH ALONG A ROAD.  AT A FENCE
 AB0324'CORNER OF THE FEDERAL WILDLIFE REFUGE, AT THE BEGINNING OF A
 AB0324'CULTIVATED AREA AND SEVERAL BUILDINGS ON THE LEFT, 40 FEET EAST OF THE
 AB0324'CENTERLINE OF THE ROAD, 2 FEET SOUTH OF THE EAST-AND-WEST FENCE, AND 2
 AB0324'FEET WEST OF A WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL
 AB0324'SURVEY STANDARD DISK, STAMPED JBL 13 1929 AND SET IN THE TOP OF A
 AB0324'6-INCH SQUARE CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0324
 AB0324                          STATION RECOVERY (1991)
 AB0324
 AB0324'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0324'MARK NOT FOUND.
 AB0324
 AB0324                          STATION RECOVERY (1993)
 AB0324
 AB0324'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0324'RECOVERED IN GOOD CONDITION.
 AB0324
 AB0324                          STATION RECOVERY (2005)
 AB0324
 AB0324'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEP)
 AB0324'MARK FOUND 3.0 MILES NORTH OF THE T-INTERSECTION OF GENERAL BRANT RD
 AB0324'AND BUENA VISTA BLVD.  0.35 MI NORTH OF VISITOR CENTER ENTRANCE OF
 AB0324'LAGUNA ATASCOSA NATIONAL WILDLIFE REFUGE.  0.3 MI NORTH OF LAKESIDE
 AB0324'DRIVE ENTRANCE TO LANWR.  LOCATED AT A FENCE CORNER OF THE LANWR, AT
 AB0324'THE SOUTH EDGE OF A MOWED FIELD.  37 FT EAST OF THE CENTERLINE OF THE
 AB0324'ROAD.  WHITE WOODEN WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0331 ***********************************************************************
 AB0331  DESIGNATION -  JBL 14
 AB0331  PID         -  AB0331
 AB0331  STATE/COUNTY-  TX/CAMERON
 AB0331  USGS QUAD   -  THREE ISLANDS (1983)
 AB0331
 AB0331                         *CURRENT SURVEY CONTROL
 AB0331  ___________________________________________________________________
 AB0331* NAD 83(1986)-  26 15 47.     (N)    097 21 27.     (W)     SCALED    
 AB0331* NAVD 88     -         4.752  (meters)      15.59   (feet)  ADJUSTED  
 AB0331  ___________________________________________________________________
 AB0331  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AB0331  DYNAMIC HT  -           4.744 (meters)      15.56  (feet)  COMP
 AB0331  MODELED GRAV-     979,067.0   (mgal)                       NAVD 88
 AB0331
 AB0331  VERT ORDER  -  SECOND    CLASS 0
 AB0331
 AB0331.The horizontal coordinates were scaled from a topographic map and have
 AB0331.an estimated accuracy of +/- 6 seconds.
 AB0331
 AB0331.The orthometric height was determined by differential leveling
 AB0331.and adjusted by the National Geodetic Survey in June 1991..
 AB0331
 AB0331.The geoid height was determined by GEOID03.
 AB0331
 AB0331.The dynamic height is computed by dividing the NAVD 88
 AB0331.geopotential number by the normal gravity value computed on the
 AB0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0331.degrees latitude (g = 980.6199 gals.).
 AB0331
 AB0331.The modeled gravity was interpolated from observed gravity values.
 AB0331
 AB0331;                    North         East    Units  Estimated Accuracy
 AB0331;SPC TX S     - 5,066,590.      414,120.      MT  (+/- 180 meters Scaled)
 AB0331
 AB0331                          SUPERSEDED SURVEY CONTROL
 AB0331
 AB0331  NGVD 29 (??/??/92)    4.853  (m)           15.92   (f) ADJ UNCH    2 0
 AB0331
 AB0331.Superseded values are not recommended for survey control.
 AB0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0331.See file dsdata.txt to determine how the superseded data were derived.
 AB0331
 AB0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ640058(NAD 83)
 AB0331_MARKER: DD = SURVEY DISK
 AB0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0331_STAMPING: JBL 14 1929
 AB0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0331+STABILITY: SURFACE MOTION
 AB0331
 AB0331  HISTORY     - Date     Condition        Report By
 AB0331  HISTORY     - 1929     MONUMENTED       USGS
 AB0331  HISTORY     - 1962     GOOD             NGS
 AB0331  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0331  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0331
 AB0331                          STATION DESCRIPTION
 AB0331
 AB0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AB0331'3.1 MI E FROM RIO HONDO.
 AB0331'3.1 MILES EAST ALONG STATE HIGHWAY 106 FROM THE CROSSING OF THE
 AB0331'MISSOURI PACIFIC RAILROAD AT RIO HONDO, CAMERON COUNTY, 12.4 MILES
 AB0331'EAST ALONG A PAVED ROAD, 5.2 MILES NORTH ALONG A ROAD, AND 0.1 MILE
 AB0331'EAST ALONG A ROAD.  AT A ROAD INTERSECTION, 54 FEET EAST ACROSS THE
 AB0331'ROAD FROM A SERVICE STATION, 24 FEET EAST OF THE CENTERLINE OF THE
 AB0331'NORTH-AND-SOUTH ROAD, 24 FEET SOUTH OF THE CENTERLINE OF THE
 AB0331'EAST-AND-WEST ROAD, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST. A
 AB0331'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED JBL 14 1929 AND
 AB0331'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0331
 AB0331                          STATION RECOVERY (1991)
 AB0331
 AB0331'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0331'MARK NOT FOUND.
 AB0331
 AB0331                          STATION RECOVERY (1993)
 AB0331
 AB0331'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0304 ***********************************************************************
 AB0304  DESIGNATION -  JBL 17
 AB0304  PID         -  AB0304
 AB0304  STATE/COUNTY-  TX/CAMERON
 AB0304  USGS QUAD   -  LA LEONA (1982)
 AB0304
 AB0304                         *CURRENT SURVEY CONTROL
 AB0304  ___________________________________________________________________
 AB0304* NAD 83(1986)-  26 15 39.     (N)    097 27 35.     (W)     SCALED    
 AB0304* NAVD 88     -         4.849  (meters)      15.91   (feet)  ADJUSTED  
 AB0304  ___________________________________________________________________
 AB0304  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 AB0304  DYNAMIC HT  -           4.841 (meters)      15.88  (feet)  COMP
 AB0304  MODELED GRAV-     979,058.1   (mgal)                       NAVD 88
 AB0304
 AB0304  VERT ORDER  -  SECOND    CLASS 0
 AB0304
 AB0304.The horizontal coordinates were scaled from a topographic map and have
 AB0304.an estimated accuracy of +/- 6 seconds.
 AB0304
 AB0304.The orthometric height was determined by differential leveling
 AB0304.and adjusted by the National Geodetic Survey in June 1991..
 AB0304
 AB0304.The geoid height was determined by GEOID03.
 AB0304
 AB0304.The dynamic height is computed by dividing the NAVD 88
 AB0304.geopotential number by the normal gravity value computed on the
 AB0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0304.degrees latitude (g = 980.6199 gals.).
 AB0304
 AB0304.The modeled gravity was interpolated from observed gravity values.
 AB0304
 AB0304;                    North         East    Units  Estimated Accuracy
 AB0304;SPC TX S     - 5,066,260.      403,920.      MT  (+/- 180 meters Scaled)
 AB0304
 AB0304                          SUPERSEDED SURVEY CONTROL
 AB0304
 AB0304  NGVD 29 (??/??/92)    4.954  (m)           16.25   (f) ADJ UNCH    2 0
 AB0304
 AB0304.Superseded values are not recommended for survey control.
 AB0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0304.See file dsdata.txt to determine how the superseded data were derived.
 AB0304
 AB0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ538054(NAD 83)
 AB0304_MARKER: DD = SURVEY DISK
 AB0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0304_STAMPING: JBL 17 1929
 AB0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0304+STABILITY: SURFACE MOTION
 AB0304
 AB0304  HISTORY     - Date     Condition        Report By
 AB0304  HISTORY     - 1929     MONUMENTED       USGS
 AB0304  HISTORY     - 1950     GOOD             NGS
 AB0304  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0304
 AB0304                          STATION DESCRIPTION
 AB0304
 AB0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0304'0.9 MI E FROM RIO HONDO.
 AB0304'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0304'HONDO, CAMERON COUNTY, 7.2 MILES EAST ALONG A PAVED ROAD, AND 3.0
 AB0304'MILES NORTH ALONG A GRADED ROAD.  AT A ROAD INTERSECTION, 36 FEET WEST
 AB0304'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 36 FEET NORTH OF
 AB0304'THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A UNITED STATES GEOLOGICAL
 AB0304'SURVEY STANDARD DISK, STAMPED JBL 17 1929 AND SET IN THE TOP OF A
 AB0304'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0304
 AB0304                          STATION RECOVERY (1987)
 AB0304
 AB0304'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0335 ***********************************************************************
 AB0335  DESIGNATION -  JBL 26
 AB0335  PID         -  AB0335
 AB0335  STATE/COUNTY-  TX/CAMERON
 AB0335  USGS QUAD   -  THREE ISLANDS (1983)
 AB0335
 AB0335                         *CURRENT SURVEY CONTROL
 AB0335  ___________________________________________________________________
 AB0335* NAD 83(1986)-  26 19 07.     (N)    097 21 18.     (W)     SCALED    
 AB0335* NAVD 88     -         6.609  (meters)      21.68   (feet)  ADJUSTED  
 AB0335  ___________________________________________________________________
 AB0335  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 AB0335  DYNAMIC HT  -           6.599 (meters)      21.65  (feet)  COMP
 AB0335  MODELED GRAV-     979,070.6   (mgal)                       NAVD 88
 AB0335
 AB0335  VERT ORDER  -  SECOND    CLASS 0
 AB0335
 AB0335.The horizontal coordinates were scaled from a topographic map and have
 AB0335.an estimated accuracy of +/- 6 seconds.
 AB0335
 AB0335.The orthometric height was determined by differential leveling
 AB0335.and adjusted by the National Geodetic Survey in June 1991..
 AB0335
 AB0335.The geoid height was determined by GEOID03.
 AB0335
 AB0335.The dynamic height is computed by dividing the NAVD 88
 AB0335.geopotential number by the normal gravity value computed on the
 AB0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0335.degrees latitude (g = 980.6199 gals.).
 AB0335
 AB0335.The modeled gravity was interpolated from observed gravity values.
 AB0335
 AB0335;                    North         East    Units  Estimated Accuracy
 AB0335;SPC TX S     - 5,072,750.      414,320.      MT  (+/- 180 meters Scaled)
 AB0335
 AB0335                          SUPERSEDED SURVEY CONTROL
 AB0335
 AB0335  NGVD 29 (??/??/92)    6.711  (m)           22.02   (f) ADJ UNCH    2 0
 AB0335
 AB0335.Superseded values are not recommended for survey control.
 AB0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0335.See file dsdata.txt to determine how the superseded data were derived.
 AB0335
 AB0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ641120(NAD 83)
 AB0335_MARKER: DD = SURVEY DISK
 AB0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0335_STAMPING: JBL 26 1929
 AB0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0335+STABILITY: SURFACE MOTION
 AB0335
 AB0335  HISTORY     - Date     Condition        Report By
 AB0335  HISTORY     - 1929     MONUMENTED       USGS
 AB0335  HISTORY     - 1962     GOOD             NGS
 AB0335  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0335  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0335
 AB0335                          STATION DESCRIPTION
 AB0335
 AB0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AB0335'3.1 MI E FROM RIO HONDO.
 AB0335'3.1 MILES EAST ALONG STATE HIGHWAY 106 FROM THE CROSSING OF THE
 AB0335'MISSOURI PACIFIC RAILROAD AT RIO HONDO, CAMERON COUNTY, 12.4 MILES
 AB0335'EAST ALONG A PAVED ROAD, 5.2 MILES NORTH ALONG A ROAD, 0.4 MILE WEST
 AB0335'ALONG A ROAD, 3.7 MILES NORTH ALONG A ROAD TO THE BOUNDARY OF THE U.S.
 AB0335'FISH AND WILDLIFE SERVICE GAME REFUGE, AND 0.6 MILE EAST ALONG THE
 AB0335'SOUTH SIDE OF THE BOUNDARY FENCE.  IN THE FENCE LINE, AT THE WEST END
 AB0335'OF THE EARTH FILL ACROSS THE FLAT TO HORSE ISLAND (ISLA CABALLO), 300
 AB0335'FEET NORTH ALONG A FENCE FROM A GATE, AND 3 FEET EAST OF A WHITE
 AB0335'WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 AB0335'STAMPED JBL 26 1929 AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 AB0335'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AB0335
 AB0335                          STATION RECOVERY (1991)
 AB0335
 AB0335'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0335'MARK NOT FOUND.
 AB0335
 AB0335                          STATION RECOVERY (1993)
 AB0335
 AB0335'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0300 ***********************************************************************
 AB0300  DESIGNATION -  JBL 28
 AB0300  PID         -  AB0300
 AB0300  STATE/COUNTY-  TX/CAMERON
 AB0300  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0300
 AB0300                         *CURRENT SURVEY CONTROL
 AB0300  ___________________________________________________________________
 AB0300* NAD 83(1986)-  26 13 01.     (N)    097 27 48.     (W)     SCALED    
 AB0300* NAVD 88     -         6.141  (meters)      20.15   (feet)  ADJUSTED  
 AB0300  ___________________________________________________________________
 AB0300  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 AB0300  DYNAMIC HT  -           6.131 (meters)      20.11  (feet)  COMP
 AB0300  MODELED GRAV-     979,054.9   (mgal)                       NAVD 88
 AB0300
 AB0300  VERT ORDER  -  SECOND    CLASS 0
 AB0300
 AB0300.The horizontal coordinates were scaled from a topographic map and have
 AB0300.an estimated accuracy of +/- 6 seconds.
 AB0300
 AB0300.The orthometric height was determined by differential leveling
 AB0300.and adjusted by the National Geodetic Survey in June 1991..
 AB0300
 AB0300.The geoid height was determined by GEOID03.
 AB0300
 AB0300.The dynamic height is computed by dividing the NAVD 88
 AB0300.geopotential number by the normal gravity value computed on the
 AB0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0300.degrees latitude (g = 980.6199 gals.).
 AB0300
 AB0300.The modeled gravity was interpolated from observed gravity values.
 AB0300
 AB0300;                    North         East    Units  Estimated Accuracy
 AB0300;SPC TX S     - 5,061,390.      403,600.      MT  (+/- 180 meters Scaled)
 AB0300
 AB0300                          SUPERSEDED SURVEY CONTROL
 AB0300
 AB0300  NGVD 29 (??/??/92)    6.247  (m)           20.50   (f) ADJ UNCH    2 0
 AB0300
 AB0300.Superseded values are not recommended for survey control.
 AB0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0300.See file dsdata.txt to determine how the superseded data were derived.
 AB0300
 AB0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ535006(NAD 83)
 AB0300_MARKER: DD = SURVEY DISK
 AB0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0300_STAMPING: JBL 28 1929
 AB0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0300+STABILITY: SURFACE MOTION
 AB0300
 AB0300  HISTORY     - Date     Condition        Report By
 AB0300  HISTORY     - 1929     MONUMENTED       USGS
 AB0300  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0300
 AB0300                          STATION DESCRIPTION
 AB0300
 AB0300'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 AB0300'0.9 MI E FROM RIO HONDO.
 AB0300'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0300'HONDO, CAMERON COUNTY, 6.3 MILES EAST ALONG A PAVED ROAD.  AT A ROAD
 AB0300'INTERSECTION, 65 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 AB0300'ROAD, 35 FEET SOUTH OF AND 1 FOOT LOWER THAN THE CENTERLINE OF THE
 AB0300'EAST-AND-WEST ROAD, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND 1
 AB0300'FOOT NORTH OF A RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 AB0300'STANDARD DISK, STAMPED JBL 28 1929 AND SET IN THE TOP OF A CONCRETE
 AB0300'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AB0300
 AB0300                          STATION RECOVERY (1987)
 AB0300
 AB0300'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0882 ***********************************************************************
 AB0882  DESIGNATION -  JBL 30
 AB0882  PID         -  AB0882
 AB0882  STATE/COUNTY-  TX/CAMERON
 AB0882  USGS QUAD   -  LA PALOMA (1970)
 AB0882
 AB0882                         *CURRENT SURVEY CONTROL
 AB0882  ___________________________________________________________________
 AB0882* NAD 83(1986)-  26 02 39.     (N)    097 41 53.     (W)     SCALED    
 AB0882* NAVD 88     -        15.891  (meters)      52.14   (feet)  ADJUSTED  
 AB0882  ___________________________________________________________________
 AB0882  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 AB0882  DYNAMIC HT  -          15.865 (meters)      52.05  (feet)  COMP
 AB0882  MODELED GRAV-     979,020.3   (mgal)                       NAVD 88
 AB0882
 AB0882  VERT ORDER  -  SECOND    CLASS 0
 AB0882
 AB0882.The horizontal coordinates were scaled from a topographic map and have
 AB0882.an estimated accuracy of +/- 6 seconds.
 AB0882
 AB0882.The orthometric height was determined by differential leveling
 AB0882.and adjusted by the National Geodetic Survey in June 1991..
 AB0882
 AB0882.The geoid height was determined by GEOID03.
 AB0882
 AB0882.The dynamic height is computed by dividing the NAVD 88
 AB0882.geopotential number by the normal gravity value computed on the
 AB0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0882.degrees latitude (g = 980.6199 gals.).
 AB0882
 AB0882.The modeled gravity was interpolated from observed gravity values.
 AB0882
 AB0882;                    North         East    Units  Estimated Accuracy
 AB0882;SPC TX S     - 5,042,080.      380,260.      MT  (+/- 180 meters Scaled)
 AB0882
 AB0882                          SUPERSEDED SURVEY CONTROL
 AB0882
 AB0882  NGVD 29 (??/??/92)   15.993  (m)           52.47   (f) ADJ UNCH    2 0
 AB0882
 AB0882.Superseded values are not recommended for survey control.
 AB0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0882.See file dsdata.txt to determine how the superseded data were derived.
 AB0882
 AB0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP302812(NAD 83)
 AB0882_MARKER: DD = SURVEY DISK
 AB0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0882_STAMPING: JBL 30 1928
 AB0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0882+STABILITY: SURFACE MOTION
 AB0882
 AB0882  HISTORY     - Date     Condition        Report By
 AB0882  HISTORY     - 1928     MONUMENTED       USGS
 AB0882  HISTORY     - 1942     GOOD             NGS
 AB0882
 AB0882                          STATION DESCRIPTION
 AB0882
 AB0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0882'0.3 MI W FROM LANDRUM.
 AB0882'0.3 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0882'LANDRUM, CAMERON COUNTY, AT THE JUNCTION OF A COUNTY ROAD LEADING
 AB0882'NORTH TO SAN BENITO, 20 FEET SOUTHWEST OF THE CENTER OF THE
 AB0882'INTERSECTION, 35.8 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24.5
 AB0882'FEET NORTHEAST OF REA CO-OP POLE NO. 15V70, 3 FEET NORTH OF A WHITE
 AB0882'WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A UNITED STATES
 AB0882'GEOLOGICAL SURVEY STANDARD DISK, STAMPED JBL 30 1928 AND SET IN THE
 AB0882'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0308 ***********************************************************************
 AB0308  DESIGNATION -  JBL 30
 AB0308  PID         -  AB0308
 AB0308  STATE/COUNTY-  TX/CAMERON
 AB0308  USGS QUAD   -  LA LEONA (1982)
 AB0308
 AB0308                         *CURRENT SURVEY CONTROL
 AB0308  ___________________________________________________________________
 AB0308* NAD 83(1986)-  26 17 36.     (N)    097 27 24.     (W)     SCALED    
 AB0308* NAVD 88     -         4.385  (meters)      14.39   (feet)  ADJUSTED  
 AB0308  ___________________________________________________________________
 AB0308  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 AB0308  DYNAMIC HT  -           4.378 (meters)      14.36  (feet)  COMP
 AB0308  MODELED GRAV-     979,060.5   (mgal)                       NAVD 88
 AB0308
 AB0308  VERT ORDER  -  SECOND    CLASS 0
 AB0308
 AB0308.The horizontal coordinates were scaled from a topographic map and have
 AB0308.an estimated accuracy of +/- 6 seconds.
 AB0308
 AB0308.The orthometric height was determined by differential leveling
 AB0308.and adjusted by the National Geodetic Survey in June 1991..
 AB0308
 AB0308.The geoid height was determined by GEOID03.
 AB0308
 AB0308.The dynamic height is computed by dividing the NAVD 88
 AB0308.geopotential number by the normal gravity value computed on the
 AB0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0308.degrees latitude (g = 980.6199 gals.).
 AB0308
 AB0308.The modeled gravity was interpolated from observed gravity values.
 AB0308
 AB0308;                    North         East    Units  Estimated Accuracy
 AB0308;SPC TX S     - 5,069,860.      404,190.      MT  (+/- 180 meters Scaled)
 AB0308
 AB0308                          SUPERSEDED SURVEY CONTROL
 AB0308
 AB0308  NGVD 29 (??/??/92)    4.490  (m)           14.73   (f) ADJ UNCH    2 0
 AB0308
 AB0308.Superseded values are not recommended for survey control.
 AB0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0308.See file dsdata.txt to determine how the superseded data were derived.
 AB0308
 AB0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ540090(NAD 83)
 AB0308_MARKER: DD = SURVEY DISK
 AB0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0308_STAMPING: JBL 30 1929
 AB0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0308+STABILITY: SURFACE MOTION
 AB0308
 AB0308  HISTORY     - Date     Condition        Report By
 AB0308  HISTORY     - 1929     MONUMENTED       USGS
 AB0308  HISTORY     - 1950     MARK NOT FOUND   NGS
 AB0308
 AB0308                          STATION DESCRIPTION
 AB0308
 AB0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0308'0.9 MI E FROM RIO HONDO.
 AB0308'IT WAS REPORTED THAT THE MARK WAS PROBABLY DESTROYED DURING
 AB0308'CONSTRUCTION WORK IN THE VICINITY.  0.9 MILE EAST ALONG STATE HIGHWAY
 AB0308'345 FROM THE HIGH SCHOOL AT RIO HONDO, CAMERON COUNTY, 6.3 MILES EAST
 AB0308'ALONG A PAVED ROAD, AND 5.3 MILES NORTH ALONG A GRADED ROAD.  AT THE
 AB0308'ENTRANCE TO THE NUEVO RANCH, AT A ROAD JUNCTION, 41 FEET WEST OF AND
 AB0308'LEVEL WITH THE CENTERLINE OF THE MAIN ROAD, 14 FEET NORTH OF THE
 AB0308'CENTERLINE OF THE PRIVATE ROAD LEADING TO THE RANCH, 4 FEET EAST OF A
 AB0308'FENCE CORNER, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 AB0308'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED JBL 30 1929 AND
 AB0308'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0231 ***********************************************************************
 AB0231  DESIGNATION -  JBL 5
 AB0231  PID         -  AB0231
 AB0231  STATE/COUNTY-  TX/CAMERON
 AB0231  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0231
 AB0231                         *CURRENT SURVEY CONTROL
 AB0231  ___________________________________________________________________
 AB0231* NAD 83(1986)-  26 05 37.     (N)    097 17 06.     (W)     SCALED    
 AB0231* NAVD 88     -         3.483  (meters)      11.43   (feet)  ADJUSTED  
 AB0231  ___________________________________________________________________
 AB0231  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 AB0231  DYNAMIC HT  -           3.478 (meters)      11.41  (feet)  COMP
 AB0231  MODELED GRAV-     979,062.3   (mgal)                       NAVD 88
 AB0231
 AB0231  VERT ORDER  -  FIRST     CLASS II
 AB0231
 AB0231.The horizontal coordinates were scaled from a topographic map and have
 AB0231.an estimated accuracy of +/- 6 seconds.
 AB0231
 AB0231.The orthometric height was determined by differential leveling
 AB0231.and adjusted by the National Geodetic Survey in June 1991..
 AB0231.WARNING-Repeat measurements at this control monument indicate possible
 AB0231.vertical movement.
 AB0231
 AB0231.The geoid height was determined by GEOID03.
 AB0231
 AB0231.The dynamic height is computed by dividing the NAVD 88
 AB0231.geopotential number by the normal gravity value computed on the
 AB0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0231.degrees latitude (g = 980.6199 gals.).
 AB0231
 AB0231.The modeled gravity was interpolated from observed gravity values.
 AB0231
 AB0231;                    North         East    Units  Estimated Accuracy
 AB0231;SPC TX S     - 5,047,890.      421,550.      MT  (+/- 180 meters Scaled)
 AB0231
 AB0231                          SUPERSEDED SURVEY CONTROL
 AB0231
 AB0231  NGVD 29 (??/??/92)    3.586  (m)           11.77   (f) ADJ UNCH    1 2
 AB0231
 AB0231.Superseded values are not recommended for survey control.
 AB0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0231.See file dsdata.txt to determine how the superseded data were derived.
 AB0231
 AB0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP715871(NAD 83)
 AB0231_MARKER: DD = SURVEY DISK
 AB0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0231_STAMPING: JBL 5 1929
 AB0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0231+STABILITY: SURFACE MOTION
 AB0231
 AB0231  HISTORY     - Date     Condition        Report By
 AB0231  HISTORY     - 1929     MONUMENTED       USGS
 AB0231  HISTORY     - 1951     GOOD             NGS
 AB0231  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0231  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0231  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0231  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0231  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB0231
 AB0231                          STATION DESCRIPTION
 AB0231
 AB0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0231'5.3 MI W FROM PORT ISABEL.
 AB0231'5.3 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0231'ISABEL, 250 FEET EAST OF THE CENTER OF A JUNCTION WITH FARM ROAD 510,
 AB0231'32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF THE
 AB0231'CENTER LINE OF AN OLD ROAD LEADING NORTH, 3 FEET WEST OF A WITNESS
 AB0231'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FEET ABOVE
 AB0231'THE GROUND.
 AB0231
 AB0231                          STATION RECOVERY (1963)
 AB0231
 AB0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0231'MARK NOT FOUND.
 AB0231
 AB0231                          STATION RECOVERY (1982)
 AB0231
 AB0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0231'MARK NOT FOUND.
 AB0231
 AB0231                          STATION RECOVERY (1987)
 AB0231
 AB0231'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0231'MARK NOT FOUND.
 AB0231
 AB0231                          STATION RECOVERY (1991)
 AB0231
 AB0231'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0231'MARK NOT FOUND.
 AB0231
 AB0231                          STATION RECOVERY (1993)
 AB0231
 AB0231'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0228 ***********************************************************************
 AB0228  DESIGNATION -  JBL 6
 AB0228  PID         -  AB0228
 AB0228  STATE/COUNTY-  TX/CAMERON
 AB0228  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0228
 AB0228                         *CURRENT SURVEY CONTROL
 AB0228  ___________________________________________________________________
 AB0228* NAD 83(1986)-  26 05 33.     (N)    097 19 12.     (W)     SCALED    
 AB0228* NAVD 88     -         2.058  (meters)       6.75   (feet)  ADJUSTED  
 AB0228  ___________________________________________________________________
 AB0228  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 AB0228  DYNAMIC HT  -           2.055 (meters)       6.74  (feet)  COMP
 AB0228  MODELED GRAV-     979,059.3   (mgal)                       NAVD 88
 AB0228
 AB0228  VERT ORDER  -  FIRST     CLASS II
 AB0228
 AB0228.The horizontal coordinates were scaled from a topographic map and have
 AB0228.an estimated accuracy of +/- 6 seconds.
 AB0228
 AB0228.The orthometric height was determined by differential leveling
 AB0228.and adjusted by the National Geodetic Survey in June 1991..
 AB0228
 AB0228.The geoid height was determined by GEOID03.
 AB0228
 AB0228.The dynamic height is computed by dividing the NAVD 88
 AB0228.geopotential number by the normal gravity value computed on the
 AB0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0228.degrees latitude (g = 980.6199 gals.).
 AB0228
 AB0228.The modeled gravity was interpolated from observed gravity values.
 AB0228
 AB0228;                    North         East    Units  Estimated Accuracy
 AB0228;SPC TX S     - 5,047,730.      418,050.      MT  (+/- 180 meters Scaled)
 AB0228
 AB0228                          SUPERSEDED SURVEY CONTROL
 AB0228
 AB0228  NGVD 29 (??/??/92)    2.159  (m)            7.08   (f) ADJ UNCH    1 2
 AB0228
 AB0228.Superseded values are not recommended for survey control.
 AB0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0228.See file dsdata.txt to determine how the superseded data were derived.
 AB0228
 AB0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP680870(NAD 83)
 AB0228_MARKER: DD = SURVEY DISK
 AB0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0228_STAMPING: JBL 6 1929
 AB0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0228+STABILITY: SURFACE MOTION
 AB0228
 AB0228  HISTORY     - Date     Condition        Report By
 AB0228  HISTORY     - 1929     MONUMENTED       USGS
 AB0228  HISTORY     - 1951     GOOD             NGS
 AB0228  HISTORY     - 1963     MARK NOT FOUND   USGS
 AB0228  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0228  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0228  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0228  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB0228
 AB0228                          STATION DESCRIPTION
 AB0228
 AB0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0228'7.5 MI W FROM PORT ISABEL.
 AB0228'7.5 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT PORT
 AB0228'ISABEL, 80 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET NORTH
 AB0228'OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AB0228'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AB0228
 AB0228                          STATION RECOVERY (1963)
 AB0228
 AB0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AB0228'MARK NOT FOUND.
 AB0228
 AB0228                          STATION RECOVERY (1982)
 AB0228
 AB0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0228'MARK NOT FOUND.
 AB0228
 AB0228                          STATION RECOVERY (1987)
 AB0228
 AB0228'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0228'MARK NOT FOUND.
 AB0228
 AB0228                          STATION RECOVERY (1991)
 AB0228
 AB0228'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0228'MARK NOT FOUND.
 AB0228
 AB0228                          STATION RECOVERY (1993)
 AB0228
 AB0228'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0220 ***********************************************************************
 AB0220  DESIGNATION -  JBL 7 USGS
 AB0220  PID         -  AB0220
 AB0220  STATE/COUNTY-  TX/CAMERON
 AB0220  USGS QUAD   -  LAGUNA VISTA (1983)
 AB0220
 AB0220                         *CURRENT SURVEY CONTROL
 AB0220  ___________________________________________________________________
 AB0220* NAD 83(1986)-  26 05 26.     (N)    097 20 57.     (W)     SCALED    
 AB0220* NAVD 88     -         2.474  (meters)       8.12   (feet)  ADJUSTED  
 AB0220  ___________________________________________________________________
 AB0220  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AB0220  DYNAMIC HT  -           2.471 (meters)       8.11  (feet)  COMP
 AB0220  MODELED GRAV-     979,056.6   (mgal)                       NAVD 88
 AB0220
 AB0220  VERT ORDER  -  FIRST     CLASS II
 AB0220
 AB0220.The horizontal coordinates were scaled from a topographic map and have
 AB0220.an estimated accuracy of +/- 6 seconds.
 AB0220
 AB0220.The orthometric height was determined by differential leveling
 AB0220.and adjusted by the National Geodetic Survey in June 1991..
 AB0220.WARNING-Repeat measurements at this control monument indicate possible
 AB0220.vertical movement.
 AB0220
 AB0220.The geoid height was determined by GEOID03.
 AB0220
 AB0220.The dynamic height is computed by dividing the NAVD 88
 AB0220.geopotential number by the normal gravity value computed on the
 AB0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0220.degrees latitude (g = 980.6199 gals.).
 AB0220
 AB0220.The modeled gravity was interpolated from observed gravity values.
 AB0220
 AB0220;                    North         East    Units  Estimated Accuracy
 AB0220;SPC TX S     - 5,047,490.      415,130.      MT  (+/- 180 meters Scaled)
 AB0220
 AB0220                          SUPERSEDED SURVEY CONTROL
 AB0220
 AB0220  NGVD 29 (??/??/92)    2.578  (m)            8.46   (f) ADJ UNCH    1 2
 AB0220
 AB0220.Superseded values are not recommended for survey control.
 AB0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0220.See file dsdata.txt to determine how the superseded data were derived.
 AB0220
 AB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP650867(NAD 83)
 AB0220_MARKER: DD = SURVEY DISK
 AB0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0220_STAMPING: JBL 7 1929
 AB0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0220+STABILITY: SURFACE MOTION
 AB0220
 AB0220  HISTORY     - Date     Condition        Report By
 AB0220  HISTORY     - 1929     MONUMENTED       USGS
 AB0220  HISTORY     - 1951     GOOD             NGS
 AB0220  HISTORY     - 1963     MARK NOT FOUND   NGS
 AB0220  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0220  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0220  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0220  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 AB0220
 AB0220                          STATION DESCRIPTION
 AB0220
 AB0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0220'9.25 MI W FROM PORT ISABEL.
 AB0220'9-1/4 MILES WEST ALONG STATE HIGHWAY 100 FROM THE OLD LIGHTHOUSE AT
 AB0220'PORT ISABEL, CAMERON COUNTY, AT THE JUNCTION OF THE BUENA VISTA ROAD,
 AB0220'35 FEET WEST OF THE CENTERLINE OF THE ROAD, 40 FEET NORTH OF THE
 AB0220'CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AB0220'AND LEVEL WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 AB0220'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AB0220'ABOVE THE GROUND.
 AB0220
 AB0220                          STATION RECOVERY (1963)
 AB0220
 AB0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AB0220'MARK NOT FOUND.
 AB0220
 AB0220                          STATION RECOVERY (1981)
 AB0220
 AB0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0220'SEARCHED FOR NOT RECOVERED THIS DATE.
 AB0220
 AB0220                          STATION RECOVERY (1987)
 AB0220
 AB0220'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0220'MARK NOT FOUND.
 AB0220
 AB0220                          STATION RECOVERY (1991)
 AB0220
 AB0220'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0220'MARK NOT FOUND.
 AB0220
 AB0220                          STATION RECOVERY (1993)
 AB0220
 AB0220'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8220 ***********************************************************************
 AJ8220  DESIGNATION -  JCAD
 AJ8220  PID         -  AJ8220
 AJ8220  STATE/COUNTY-  TX/JEFFERSON
 AJ8220  USGS QUAD   -  BEAUMONT WEST (1994)
 AJ8220
 AJ8220                         *CURRENT SURVEY CONTROL
 AJ8220  ___________________________________________________________________
 AJ8220* NAD 83(1993)-  30 03 42.24210(N)    094 13 59.97673(W)     ADJUSTED  
 AJ8220* NAVD 88     -        10.64   (meters)      34.9    (feet)  LEVELING  
 AJ8220  ___________________________________________________________________
 AJ8220  X           -    -407,832.538 (meters)                     COMP
 AJ8220  Y           -  -5,509,743.901 (meters)                     COMP
 AJ8220  Z           -   3,176,290.023 (meters)                     COMP
 AJ8220  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AJ8220  ELLIP HEIGHT-         -16.80  (meters)          (03/11/02) GPS OBS
 AJ8220  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AJ8220
 AJ8220  HORZ ORDER  -  FIRST
 AJ8220  VERT ORDER  -  THIRD ?
 AJ8220  ELLP ORDER  -  FOURTH    CLASS I
 AJ8220
 AJ8220.The horizontal coordinates were established by GPS observations
 AJ8220.and adjusted by the National Geodetic Survey in March 2002..
 AJ8220
 AJ8220.The orthometric height was determined by differential leveling.
 AJ8220.The vertical network tie was performed by a horz. field party for horz.
 AJ8220.obs reductions. Reset procedures were used to establish the elevation.
 AJ8220
 AJ8220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8220
 AJ8220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8220
 AJ8220.The ellipsoidal height was determined by GPS observations
 AJ8220.and is referenced to NAD 83.
 AJ8220
 AJ8220.The geoid height was determined by GEOID03.
 AJ8220
 AJ8220;                    North         East     Units Scale Factor Converg.
 AJ8220;SPC TXSC     - 4,256,336.996 1,059,480.420   MT  0.99994350   +2 20 06.9
 AJ8220;SPC TXSC     -13,964,332.29  3,475,978.68   sFT  0.99994350   +2 20 06.9
 AJ8220;UTM  15      - 3,326,267.013   381,117.563   MT  0.99977437   -0 37 04.4
 AJ8220
 AJ8220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8220!SPC TXSC     -   1.00000264  x   0.99994350  =   0.99994614
 AJ8220!UTM  15      -   1.00000264  x   0.99977437  =   0.99977701
 AJ8220
 AJ8220                          SUPERSEDED SURVEY CONTROL
 AJ8220
 AJ8220.No superseded survey control is available for this station.
 AJ8220
 AJ8220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8111826267(NAD 83)
 AJ8220_MARKER: DD = SURVEY DISK
 AJ8220_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AJ8220_SP_SET: WINGWALL
 AJ8220_STAMPING: JCAD AZ MK
 AJ8220_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8220+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ8220
 AJ8220  HISTORY     - Date     Condition        Report By
 AJ8220  HISTORY     - 2001     MONUMENTED       WORTEC
 AJ8220
 AJ8220                          STATION DESCRIPTION
 AJ8220
 AJ8220'DESCRIBED BY WORTECH LAND SURVEYORS INC 2001 (DM)
 AJ8220'THE STATION IS LOCATED IN BEAUMONT JEFFERSON COUNTY, TEXAS.  TO REACH
 AJ8220'THE STATION FROM THE INTERSECTION OF HWY 90 AT MAJOR DRIVE (HWY) GO
 AJ8220'WEST ON HWY 90 APPROX 2.6 MILES (4.2 KM) TO FIRST BRIDGE (WATER
 AJ8220'CROSSING) PAST MOBILE CHEMICAL.
 AJ8220' 
 AJ8220'THE MONUMENT IS LOCATED ON NW CORNER OF A WING WALL OF A 20 FT (6.1 M)
 AJ8220'CONCRETE BRIDGE FOR WEST BOUND TRAFFIC.  THE MON IS 18 FEET NORTH FROM
 AJ8220'EAST BOUND HWY 90, 1.60 FT (0.49 M) S OF GUARDRAIL ON CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2341 ***********************************************************************
 BL2341  DESIGNATION -  JCAD 1
 BL2341  PID         -  BL2341
 BL2341  STATE/COUNTY-  TX/JEFFERSON
 BL2341  USGS QUAD   -  VOTH (1993)
 BL2341
 BL2341                         *CURRENT SURVEY CONTROL
 BL2341  ___________________________________________________________________
 BL2341* NAD 83(1993)-  30 09 13.74237(N)    094 11 41.71399(W)     ADJUSTED  
 BL2341* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 BL2341  ___________________________________________________________________
 BL2341  X           -    -403,764.532 (meters)                     COMP
 BL2341  Y           -  -5,504,908.190 (meters)                     COMP
 BL2341  Z           -   3,185,120.021 (meters)                     COMP
 BL2341  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BL2341  ELLIP HEIGHT-         -18.01  (meters)          (06/17/02) GPS OBS
 BL2341  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL2341
 BL2341  HORZ ORDER  -  FIRST
 BL2341  ELLP ORDER  -  FIFTH     CLASS I
 BL2341
 BL2341.The horizontal coordinates were established by GPS observations
 BL2341.and adjusted by the National Geodetic Survey in February 1996..
 BL2341
 BL2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2341
 BL2341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2341
 BL2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2341
 BL2341.The ellipsoidal height was determined by GPS observations
 BL2341.and is referenced to NAD 83.
 BL2341
 BL2341.The geoid height was determined by GEOID03.
 BL2341
 BL2341;                    North         East     Units Scale Factor Converg.
 BL2341;SPC TXSC     - 4,266,687.250 1,062,761.233   MT  0.99996515   +2 21 14.6
 BL2341;SPC TXSC     -13,998,289.75  3,486,742.48   sFT  0.99996515   +2 21 14.6
 BL2341;UTM  15      - 3,336,432.573   384,926.661   MT  0.99976337   -0 36 01.1
 BL2341
 BL2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2341!SPC TXSC     -   1.00000283  x   0.99996515  =   0.99996798
 BL2341!UTM  15      -   1.00000283  x   0.99976337  =   0.99976620
 BL2341
 BL2341                          SUPERSEDED SURVEY CONTROL
 BL2341
 BL2341  ELLIP H (02/16/96)  -17.92   (m)                       GP(       ) 5 1
 BL2341  NAD 83(1993)-  30 09 13.74186(N)    094 11 41.71425(W) AD(       ) 1
 BL2341  ELLIP H (01/21/93)  -17.91   (m)                       GP(       ) 4 2
 BL2341  NAD 83(1986)-  30 09 13.76168(N)    094 11 41.69533(W) AD(       ) 1
 BL2341  NGVD 29 (12/24/91)    9.7    (m)           32.     (f) GPS OBS        
 BL2341
 BL2341.Superseded values are not recommended for survey control.
 BL2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2341.See file dsdata.txt to determine how the superseded data were derived.
 BL2341
 BL2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8492736433(NAD 83)
 BL2341_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2341_SP_SET: CONCRETE POST
 BL2341_STAMPING: JCAD 1
 BL2341_MARK LOGO: JCAD  
 BL2341_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2341+STABILITY: SURFACE MOTION
 BL2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2341+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL2341
 BL2341  HISTORY     - Date     Condition        Report By
 BL2341  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2341  HISTORY     - 20050127 GOOD             USPSQD
 BL2341  HISTORY     - 20060304 GOOD             USPSQD
 BL2341
 BL2341                          STATION DESCRIPTION
 BL2341
 BL2341'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2341'IN BEAUMONT, FROM THE INTERSECTION OF STATE HIGHWAY 105 AND FARM ROAD
 BL2341'364, PROCEED NORTH ON FARM ROAD 364 1.5 MILES TO THE STATION ON THE
 BL2341'LEFT.  THE MARKER IS 7 FEET NORTH OF THE NORTH END OF A BRIDGE OVER
 BL2341'THE B.I. CANAL, 37 FEET WEST OF THE CENTERLINE OF FARM ROAD 364, 2.5
 BL2341'FEET SOUTH OF A GUARD RAIL, AND 1.2 FEET NORTH OF A FIBERGLASS WITNESS
 BL2341'POST.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 BL2341
 BL2341                          STATION RECOVERY (2005)
 BL2341
 BL2341'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2341'RECOVERED IN GOOD CONDITION.
 BL2341
 BL2341                          STATION RECOVERY (2006)
 BL2341
 BL2341'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL2341'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2342 ***********************************************************************
 BL2342  DESIGNATION -  JCAD 10
 BL2342  PID         -  BL2342
 BL2342  STATE/COUNTY-  TX/JEFFERSON
 BL2342  USGS QUAD   -  NOME (1984)
 BL2342
 BL2342                         *CURRENT SURVEY CONTROL
 BL2342  ___________________________________________________________________
 BL2342* NAD 83(1993)-  30 01 59.43339(N)    094 26 23.60387(W)     ADJUSTED  
 BL2342* NAVD 88     -        12.4    (meters)      41.     (feet)  VERTCON   
 BL2342  ___________________________________________________________________
 BL2342  X           -    -427,816.429 (meters)                     COMP
 BL2342  Y           -  -5,509,819.592 (meters)                     COMP
 BL2342  Z           -   3,173,550.558 (meters)                     COMP
 BL2342  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BL2342  ELLIP HEIGHT-         -15.14  (meters)          (06/17/02) GPS OBS
 BL2342  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL2342
 BL2342  HORZ ORDER  -  FIRST
 BL2342  ELLP ORDER  -  FIFTH     CLASS I
 BL2342
 BL2342.The horizontal coordinates were established by GPS observations
 BL2342.and adjusted by the National Geodetic Survey in February 1996..
 BL2342
 BL2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2342
 BL2342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2342
 BL2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2342
 BL2342.The ellipsoidal height was determined by GPS observations
 BL2342.and is referenced to NAD 83.
 BL2342
 BL2342.The geoid height was determined by GEOID03.
 BL2342
 BL2342;                    North         East     Units Scale Factor Converg.
 BL2342;SPC TXSC     - 4,252,379.870 1,039,702.621   MT  0.99993731   +2 14 02.6
 BL2342;SPC TXSC     -13,951,349.62  3,411,091.02   sFT  0.99993731   +2 14 02.6
 BL2342;SPC TX C     - 3,055,685.616 1,268,194.571   MT  1.00002333   +3 02 07.7
 BL2342;SPC TX C     -10,025,195.23  4,160,735.02   sFT  1.00002333   +3 02 07.7
 BL2342;UTM  15      - 3,323,334.776   361,164.814   MT  0.99983781   -0 43 14.8
 BL2342
 BL2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2342!SPC TXSC     -   1.00000238  x   0.99993731  =   0.99993969
 BL2342!SPC TX C     -   1.00000238  x   1.00002333  =   1.00002571
 BL2342!UTM  15      -   1.00000238  x   0.99983781  =   0.99984019
 BL2342
 BL2342                          SUPERSEDED SURVEY CONTROL
 BL2342
 BL2342  ELLIP H (02/16/96)  -15.05   (m)                       GP(       ) 5 1
 BL2342  NAD 83(1993)-  30 01 59.43287(N)    094 26 23.60401(W) AD(       ) 1
 BL2342  ELLIP H (01/21/93)  -15.04   (m)                       GP(       ) 4 2
 BL2342  NAD 83(1986)-  30 01 59.45265(N)    094 26 23.58398(W) AD(       ) 1
 BL2342  NGVD 29 (12/24/91)   12.4    (m)           41.     (f) GPS OBS        
 BL2342
 BL2342.Superseded values are not recommended for survey control.
 BL2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2342.See file dsdata.txt to determine how the superseded data were derived.
 BL2342
 BL2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6116523335(NAD 83)
 BL2342_MARKER: DD = SURVEY DISK
 BL2342_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 BL2342_SP_SET: DRIVEN INTO GROUND
 BL2342_STAMPING: S140019
 BL2342_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BL2342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2342+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 BL2342
 BL2342  HISTORY     - Date     Condition        Report By
 BL2342  HISTORY     - 1989     MONUMENTED       TXHD
 BL2342  HISTORY     - 19900108 GOOD             MERRIC
 BL2342  HISTORY     - 20030522 GOOD             JCLS
 BL2342  HISTORY     - 20041004 GOOD             USPSQD
 BL2342
 BL2342                          STATION DESCRIPTION
 BL2342
 BL2342'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2342'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND FARM
 BL2342'ROAD 2684 IN LIBERTY, GO EAST ON US HIGHWAY 90 21.7 MILES TO THE
 BL2342'STATION ON THE LEFT IN THE CENTERLINE MEDIAN. THE STATION IS ABOUT
 BL2342'0.25 MILES EAST OF THE LIBERTY-JEFFERSON COUNTY LINE, AND ABOUT 0.15
 BL2342'MILES EAST OF THE END OF THE FOUR LANE DIVIDED HIGHWAY.  THE MARKER IS
 BL2342'28 FEET SOUTH OF US HIGHWAY 90 WESTBOUND EDGE OF PAVEMENT, 37.4 FEET
 BL2342'NORTH OF THE EASTBOUND EDGE OF CONCRETE, AND 221 FEET WEST OF A
 BL2342'DELINEATOR POST.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 BL2342
 BL2342                          STATION RECOVERY (2003)
 BL2342
 BL2342'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BL2342'RECOVERED IN GOOD CONDITION.
 BL2342
 BL2342                          STATION RECOVERY (2004)
 BL2342
 BL2342'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2343 ***********************************************************************
 BL2343  DESIGNATION -  JCAD 11
 BL2343  PID         -  BL2343
 BL2343  STATE/COUNTY-  TX/JEFFERSON
 BL2343  USGS QUAD   -  BEAUMONT WEST (1994)
 BL2343
 BL2343                         *CURRENT SURVEY CONTROL
 BL2343  ___________________________________________________________________
 BL2343* NAD 83(1993)-  30 04 05.38559(N)    094 08 40.58205(W)     ADJUSTED  
 BL2343* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 BL2343  ___________________________________________________________________
 BL2343  X           -    -399,274.222 (meters)                     COMP
 BL2343  Y           -  -5,510,007.768 (meters)                     COMP
 BL2343  Z           -   3,176,903.913 (meters)                     COMP
 BL2343  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BL2343  ELLIP HEIGHT-         -22.54  (meters)          (06/17/02) GPS OBS
 BL2343  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL2343
 BL2343  HORZ ORDER  -  FIRST
 BL2343  ELLP ORDER  -  FIFTH     CLASS I
 BL2343
 BL2343.The horizontal coordinates were established by GPS observations
 BL2343.and adjusted by the National Geodetic Survey in February 1996..
 BL2343
 BL2343.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2343
 BL2343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2343
 BL2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2343
 BL2343.The ellipsoidal height was determined by GPS observations
 BL2343.and is referenced to NAD 83.
 BL2343
 BL2343.The geoid height was determined by GEOID03.
 BL2343
 BL2343;                    North         East     Units Scale Factor Converg.
 BL2343;SPC TXSC     - 4,257,400.802 1,067,998.154   MT  0.99994493   +2 22 43.4
 BL2343;SPC TXSC     -13,967,822.46  3,503,923.94   sFT  0.99994493   +2 22 43.4
 BL2343;UTM  15      - 3,326,890.532   389,677.228   MT  0.99975016   -0 34 24.7
 BL2343
 BL2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2343!SPC TXSC     -   1.00000354  x   0.99994493  =   0.99994847
 BL2343!UTM  15      -   1.00000354  x   0.99975016  =   0.99975370
 BL2343
 BL2343                          SUPERSEDED SURVEY CONTROL
 BL2343
 BL2343  ELLIP H (02/16/96)  -22.46   (m)                       GP(       ) 5 1
 BL2343  NAD 83(1993)-  30 04 05.38512(N)    094 08 40.58238(W) AD(       ) 1
 BL2343  ELLIP H (01/21/93)  -22.45   (m)                       GP(       ) 4 2
 BL2343  NAD 83(1986)-  30 04 05.40494(N)    094 08 40.56318(W) AD(       ) 1
 BL2343  NGVD 29 (12/24/91)    5.1    (m)           17.     (f) GPS OBS        
 BL2343
 BL2343.Superseded values are not recommended for survey control.
 BL2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2343.See file dsdata.txt to determine how the superseded data were derived.
 BL2343
 BL2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8967726891(NAD 83)
 BL2343_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2343_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2343_SP_SET: TOP OF CONCRETE INLET BOX
 BL2343_STAMPING: JCAD 11
 BL2343_MARK LOGO: JCAD  
 BL2343_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2343+STABILITY: SURFACE MOTION
 BL2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2343+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 BL2343
 BL2343  HISTORY     - Date     Condition        Report By
 BL2343  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2343  HISTORY     - 20050312 GOOD             USPSQD
 BL2343
 BL2343                          STATION DESCRIPTION
 BL2343
 BL2343'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2343'IN BEAUMONT, FROM THE INTERSECTION OF US HIGHWAY 90 AND 23RD STREET,
 BL2343'PROCEED WEST ON US HIGHWAY 90 FOR 459 FEET TO THE STATION ON THE
 BL2343'RIGHT.  THE MARKER IS 35 FEET NORTH OF THE CENTERLINE OF US HIGHWAY
 BL2343'90, ON TOP OF A CONCRETE INLET BOX.  CONTROL POINT IS FLUSH WITH THE
 BL2343'SURROUNDING GROUND.
 BL2343
 BL2343                          STATION RECOVERY (2005)
 BL2343
 BL2343'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL2343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2344 ***********************************************************************
 BL2344  DESIGNATION -  JCAD 12
 BL2344  PID         -  BL2344
 BL2344  STATE/COUNTY-  TX/JEFFERSON
 BL2344  USGS QUAD   -  PINE FOREST (1993)
 BL2344
 BL2344                         *CURRENT SURVEY CONTROL
 BL2344  ___________________________________________________________________
 BL2344* NAD 83(1993)-  30 07 34.63116(N)    094 06 02.33891(W)     ADJUSTED  
 BL2344* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 BL2344  ___________________________________________________________________
 BL2344  X           -    -394,815.972 (meters)                     COMP
 BL2344  Y           -  -5,507,091.181 (meters)                     COMP
 BL2344  Z           -   3,182,479.331 (meters)                     COMP
 BL2344  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BL2344  ELLIP HEIGHT-         -20.77  (meters)          (06/17/02) GPS OBS
 BL2344  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL2344
 BL2344  HORZ ORDER  -  FIRST
 BL2344  ELLP ORDER  -  FIFTH     CLASS I
 BL2344
 BL2344.The horizontal coordinates were established by GPS observations
 BL2344.and adjusted by the National Geodetic Survey in February 1996..
 BL2344
 BL2344.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2344
 BL2344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2344
 BL2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2344
 BL2344.The ellipsoidal height was determined by GPS observations
 BL2344.and is referenced to NAD 83.
 BL2344
 BL2344.The geoid height was determined by GEOID03.
 BL2344
 BL2344;                    North         East     Units Scale Factor Converg.
 BL2344;SPC TXSC     - 4,264,014.789 1,071,962.695   MT  0.99995841   +2 24 00.9
 BL2344;SPC TXSC     -13,989,521.85  3,516,930.94   sFT  0.99995841   +2 24 00.9
 BL2344;UTM  15      - 3,333,290.207   393,976.290   MT  0.99973868   -0 33 08.9
 BL2344
 BL2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2344!SPC TXSC     -   1.00000326  x   0.99995841  =   0.99996167
 BL2344!UTM  15      -   1.00000326  x   0.99973868  =   0.99974194
 BL2344
 BL2344:                Primary Azimuth Mark                     Grid Az
 BL2344:SPC TXSC     -  JCAD 13                                  196 39 53.6
 BL2344:UTM  15      -  JCAD 13                                  199 37 03.4
 BL2344
 BL2344|---------------------------------------------------------------------|
 BL2344| PID    Reference Object                     Distance      Geod. Az  |
 BL2344|                                                           dddmmss.s |
 BL2344| BL2345 JCAD 13                             APPROX. 1.6 KM 1990354.5 |
 BL2344|---------------------------------------------------------------------|
 BL2344
 BL2344                          SUPERSEDED SURVEY CONTROL
 BL2344
 BL2344  ELLIP H (02/16/96)  -20.68   (m)                       GP(       ) 5 1
 BL2344  NAD 83(1993)-  30 07 34.63071(N)    094 06 02.33916(W) AD(       ) 1
 BL2344  ELLIP H (01/21/93)  -20.68   (m)                       GP(       ) 4 2
 BL2344  NAD 83(1986)-  30 07 34.65056(N)    094 06 02.31972(W) AD(       ) 1
 BL2344  NGVD 29 (12/24/91)    6.9    (m)           23.     (f) GPS OBS        
 BL2344
 BL2344.Superseded values are not recommended for survey control.
 BL2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2344.See file dsdata.txt to determine how the superseded data were derived.
 BL2344
 BL2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9397633290(NAD 83)
 BL2344_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2344_SP_SET: CONCRETE POST
 BL2344_STAMPING: JCAD 12
 BL2344_MARK LOGO: JCAD  
 BL2344_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2344+STABILITY: SURFACE MOTION
 BL2344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2344+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BL2344
 BL2344  HISTORY     - Date     Condition        Report By
 BL2344  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2344
 BL2344                          STATION DESCRIPTION
 BL2344
 BL2344'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2344'IN BEAUMONT, FROM THE INTERSECTION OF EAST LUCAS STREET AND PINE
 BL2344'STREET, PROCEED NORTH ON PINE STREET APPROX 300 FEET TO THE STATION ON
 BL2344'THE RIGHT.  THE MARKER IS 57 FEET EAST OF THE EDGE OF ASPHALT OF PINE
 BL2344'STREET, 1.0 FEET WEST OF A FIBERGLASS WITNESS POST, 148 FEET NORTHEAST
 BL2344'OF THE SECOND UTILITY POLE NORTH OF EAST LUCAS STREET, AND 107 FEET
 BL2344'SOUTHWEST OF THE FORTH UTILITY POLE NORTH OF EAST LUCAS STEET.
 BL2344'CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2345 ***********************************************************************
 BL2345  DESIGNATION -  JCAD 13
 BL2345  PID         -  BL2345
 BL2345  STATE/COUNTY-  TX/JEFFERSON
 BL2345  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2345
 BL2345                         *CURRENT SURVEY CONTROL
 BL2345  ___________________________________________________________________
 BL2345* NAD 83(1993)-  30 06 46.54385(N)    094 06 21.45419(W)     ADJUSTED  
 BL2345* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 BL2345  ___________________________________________________________________
 BL2345  X           -    -395,379.455 (meters)                     COMP
 BL2345  Y           -  -5,507,794.604 (meters)                     COMP
 BL2345  Z           -   3,181,197.876 (meters)                     COMP
 BL2345  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BL2345  ELLIP HEIGHT-         -22.05  (meters)          (06/17/02) GPS OBS
 BL2345  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL2345
 BL2345  HORZ ORDER  -  FIRST
 BL2345  ELLP ORDER  -  FIFTH     CLASS I
 BL2345
 BL2345.The horizontal coordinates were established by GPS observations
 BL2345.and adjusted by the National Geodetic Survey in February 1996..
 BL2345
 BL2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2345
 BL2345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2345
 BL2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2345
 BL2345.The ellipsoidal height was determined by GPS observations
 BL2345.and is referenced to NAD 83.
 BL2345
 BL2345.The geoid height was determined by GEOID03.
 BL2345
 BL2345;                    North         East     Units Scale Factor Converg.
 BL2345;SPC TXSC     - 4,262,513.984 1,071,513.436   MT  0.99995522   +2 23 51.5
 BL2345;SPC TXSC     -13,984,597.96  3,515,457.00   sFT  0.99995522   +2 23 51.5
 BL2345;UTM  15      - 3,331,814.858   393,450.434   MT  0.99974006   -0 33 17.7
 BL2345
 BL2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2345!SPC TXSC     -   1.00000346  x   0.99995522  =   0.99995868
 BL2345!UTM  15      -   1.00000346  x   0.99974006  =   0.99974352
 BL2345
 BL2345:                Primary Azimuth Mark                     Grid Az
 BL2345:SPC TXSC     -  JCAD 12                                  016 39 53.4
 BL2345:UTM  15      -  JCAD 12                                  019 37 02.6
 BL2345
 BL2345|---------------------------------------------------------------------|
 BL2345| PID    Reference Object                     Distance      Geod. Az  |
 BL2345|                                                           dddmmss.s |
 BL2345| BL2344 JCAD 12                             APPROX. 1.6 KM 0190344.9 |
 BL2345|---------------------------------------------------------------------|
 BL2345
 BL2345                          SUPERSEDED SURVEY CONTROL
 BL2345
 BL2345  ELLIP H (02/16/96)  -21.97   (m)                       GP(       ) 5 1
 BL2345  NAD 83(1993)-  30 06 46.54341(N)    094 06 21.45446(W) AD(       ) 1
 BL2345  ELLIP H (01/21/93)  -21.96   (m)                       GP(       ) 4 2
 BL2345  NAD 83(1986)-  30 06 46.56321(N)    094 06 21.43529(W) AD(       ) 1
 BL2345  NGVD 29 (12/24/91)    5.6    (m)           18.     (f) GPS OBS        
 BL2345
 BL2345.Superseded values are not recommended for survey control.
 BL2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2345.See file dsdata.txt to determine how the superseded data were derived.
 BL2345
 BL2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9345031815(NAD 83)
 BL2345_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2345_SP_SET: CONCRETE POST
 BL2345_STAMPING: JCAD 13
 BL2345_MARK LOGO: JCAD  
 BL2345_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2345+STABILITY: SURFACE MOTION
 BL2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2345+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BL2345
 BL2345  HISTORY     - Date     Condition        Report By
 BL2345  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2345
 BL2345                          STATION DESCRIPTION
 BL2345
 BL2345'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2345'IN BEAUMONT, FROM THE INTERSECTION OF PINE STREET AND PRINCE STREET,
 BL2345'PROCEED NORTH ON PINE STREET APPROX 240 FEET TO THE STATION ON THE
 BL2345'RIGHT.  THE MARKER IS APPROX 90 FEET EAST OF THE EDGE OF ASPHALT OF
 BL2345'PINE STREET, 1.0 FEET WEST OF A FIBERGLASS WITNESS POST, 94 FEET
 BL2345'NORTHEAST OF THE FIRST UTILITY POLE NORTH OF PRINCE STREET, AND 76
 BL2345'FEET SOUTHEAST OF THE SECOND UTILITY POLE NORTH OF PRINCE STEET.
 BL2345'CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2346 ***********************************************************************
 BL2346  DESIGNATION -  JCAD 14
 BL2346  PID         -  BL2346
 BL2346  STATE/COUNTY-  TX/JEFFERSON
 BL2346  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2346
 BL2346                         *CURRENT SURVEY CONTROL
 BL2346  ___________________________________________________________________
 BL2346* NAD 83(1993)-  30 04 57.00308(N)    094 05 37.04672(W)     ADJUSTED  
 BL2346* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 BL2346  ___________________________________________________________________
 BL2346  X           -    -394,314.155 (meters)                     COMP
 BL2346  Y           -  -5,509,563.303 (meters)                     COMP
 BL2346  Z           -   3,178,277.580 (meters)                     COMP
 BL2346  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BL2346  ELLIP HEIGHT-         -26.09  (meters)          (06/17/02) GPS OBS
 BL2346  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2346
 BL2346  HORZ ORDER  -  FIRST
 BL2346  ELLP ORDER  -  FIFTH     CLASS I
 BL2346
 BL2346.The horizontal coordinates were established by GPS observations
 BL2346.and adjusted by the National Geodetic Survey in February 1996..
 BL2346
 BL2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2346
 BL2346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2346
 BL2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2346
 BL2346.The ellipsoidal height was determined by GPS observations
 BL2346.and is referenced to NAD 83.
 BL2346
 BL2346.The geoid height was determined by GEOID03.
 BL2346
 BL2346;                    North         East     Units Scale Factor Converg.
 BL2346;SPC TXSC     - 4,259,193.843 1,072,842.647   MT  0.99994816   +2 24 13.3
 BL2346;SPC TXSC     -13,973,705.13  3,519,817.92   sFT  0.99994816   +2 24 13.3
 BL2346;UTM  15      - 3,328,431.385   394,606.635   MT  0.99973704   -0 32 53.6
 BL2346
 BL2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2346!SPC TXSC     -   1.00000410  x   0.99994816  =   0.99995226
 BL2346!UTM  15      -   1.00000410  x   0.99973704  =   0.99974114
 BL2346
 BL2346                          SUPERSEDED SURVEY CONTROL
 BL2346
 BL2346  ELLIP H (02/16/96)  -26.00   (m)                       GP(       ) 5 1
 BL2346  NAD 83(1993)-  30 04 57.00265(N)    094 05 37.04698(W) AD(       ) 1
 BL2346  ELLIP H (01/21/93)  -26.00   (m)                       GP(       ) 4 2
 BL2346  NAD 83(1986)-  30 04 57.02243(N)    094 05 37.02779(W) AD(       ) 1
 BL2346  NGVD 29 (12/24/91)    1.5    (m)            5.     (f) GPS OBS        
 BL2346
 BL2346.Superseded values are not recommended for survey control.
 BL2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2346.See file dsdata.txt to determine how the superseded data were derived.
 BL2346
 BL2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9460728431(NAD 83)
 BL2346_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL2346_SP_SET: TOP OF CONCRETE BOAT DOCK
 BL2346_STAMPING: JCAD 14
 BL2346_MARK LOGO: JCAD  
 BL2346_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2346+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 BL2346
 BL2346  HISTORY     - Date     Condition        Report By
 BL2346  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2346  HISTORY     - 20040404 GOOD             USPSQD
 BL2346  HISTORY     - 20051006 GOOD             USPSQD
 BL2346
 BL2346                          STATION DESCRIPTION
 BL2346
 BL2346'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2346'IN BEAUMONT, THE STATION IS LOCATED IN RIVERFRONT PARK EAST OF THE
 BL2346'BEAUMONT CITY HALL, AT THE SOUTHWEST CORNER OF A LARGE CONCRETE BOAT
 BL2346'DOCK ON THE NECHES RIVER.  THE MARKER IS 1 FEET NORTH OF A WOODEN
 BL2346'PLANK WALKWAY, AND 9 FEET NORTH OF A LIGHT POLE.  CONTROL POINT IS
 BL2346'FLUSH WITH THE SURROUNDING GROUND.
 BL2346
 BL2346                          STATION RECOVERY (2004)
 BL2346
 BL2346'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BL2346'THE LIGHT POLE HAS BEEN TAKEN DOWN, HOWEVER THE CONCRETE BASE IS STILL
 BL2346'INTACT.
 BL2346
 BL2346                          STATION RECOVERY (2005)
 BL2346
 BL2346'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BL2346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2347 ***********************************************************************
 BL2347  DESIGNATION -  JCAD 15
 BL2347  PID         -  BL2347
 BL2347  STATE/COUNTY-  TX/JEFFERSON
 BL2347  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2347
 BL2347                         *CURRENT SURVEY CONTROL
 BL2347  ___________________________________________________________________
 BL2347* NAD 83(1993)-  30 03 32.13143(N)    094 05 12.20804(W)     ADJUSTED  
 BL2347* NAVD 88     -         6.4    (meters)      21.     (feet)  VERTCON   
 BL2347  ___________________________________________________________________
 BL2347  X           -    -393,744.307 (meters)                     COMP
 BL2347  Y           -  -5,510,921.122 (meters)                     COMP
 BL2347  Z           -   3,176,018.350 (meters)                     COMP
 BL2347  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BL2347  ELLIP HEIGHT-         -21.22  (meters)          (06/17/02) GPS OBS
 BL2347  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL2347
 BL2347  HORZ ORDER  -  FIRST
 BL2347  ELLP ORDER  -  FIFTH     CLASS I
 BL2347
 BL2347.The horizontal coordinates were established by GPS observations
 BL2347.and adjusted by the National Geodetic Survey in February 1996..
 BL2347
 BL2347.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2347
 BL2347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2347
 BL2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2347
 BL2347.The ellipsoidal height was determined by GPS observations
 BL2347.and is referenced to NAD 83.
 BL2347
 BL2347.The geoid height was determined by GEOID03.
 BL2347
 BL2347;                    North         East     Units Scale Factor Converg.
 BL2347;SPC TXSC     - 4,256,610.782 1,073,616.950   MT  0.99994288   +2 24 25.5
 BL2347;SPC TXSC     -13,965,230.54  3,522,358.28   sFT  0.99994288   +2 24 25.5
 BL2347;UTM  15      - 3,325,812.427   395,246.765   MT  0.99973538   -0 32 39.8
 BL2347
 BL2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2347!SPC TXSC     -   1.00000333  x   0.99994288  =   0.99994621
 BL2347!UTM  15      -   1.00000333  x   0.99973538  =   0.99973871
 BL2347
 BL2347                          SUPERSEDED SURVEY CONTROL
 BL2347
 BL2347  ELLIP H (02/16/96)  -21.14   (m)                       GP(       ) 5 1
 BL2347  NAD 83(1993)-  30 03 32.13099(N)    094 05 12.20819(W) AD(       ) 1
 BL2347  ELLIP H (01/21/93)  -21.13   (m)                       GP(       ) 4 2
 BL2347  NAD 83(1986)-  30 03 32.15077(N)    094 05 12.18848(W) AD(       ) 1
 BL2347  NGVD 29 (12/24/91)    6.4    (m)           21.     (f) GPS OBS        
 BL2347
 BL2347.Superseded values are not recommended for survey control.
 BL2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2347.See file dsdata.txt to determine how the superseded data were derived.
 BL2347
 BL2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9524725812(NAD 83)
 BL2347_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2347_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2347_SP_SET: TOP OF CONCRETE INLET BOX
 BL2347_STAMPING: JCAD 15
 BL2347_MARK LOGO: JCAD  
 BL2347_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2347+STABILITY: SURFACE MOTION
 BL2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2347+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BL2347
 BL2347  HISTORY     - Date     Condition        Report By
 BL2347  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2347
 BL2347                          STATION DESCRIPTION
 BL2347
 BL2347'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2347'IN BEAUMONT, FROM THE INTERSECTION OF MARTIN LUTHER KING BLVD AND
 BL2347'WASHINGTON BLVD, PROCEED NORTH ON MARTIN LUTHER KING BLVD FOR 145 FEET
 BL2347'TO THE STATION ON THE LEFT, ON THE TOP SOUTHWEST CORNER OF A CONCRETE
 BL2347'INLET BOX.  THE MARKER IS 71 FEET NORTH OF AN ELECTRICAL CONTROL BOX,
 BL2347'AND 99 FEET WEST OF A UTILITY POLE.  CONTROL POINT IS FLUSH WITH THE
 BL2347'SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2348 ***********************************************************************
 BL2348  DESIGNATION -  JCAD 16
 BL2348  PID         -  BL2348
 BL2348  STATE/COUNTY-  TX/JEFFERSON
 BL2348  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2348
 BL2348                         *CURRENT SURVEY CONTROL
 BL2348  ___________________________________________________________________
 BL2348* NAD 83(1993)-  30 02 43.51564(N)    094 04 20.44181(W)     ADJUSTED  
 BL2348* NAVD 88     -         7.1    (meters)      23.     (feet)  VERTCON   
 BL2348  ___________________________________________________________________
 BL2348  X           -    -392,414.502 (meters)                     COMP
 BL2348  Y           -  -5,511,768.158 (meters)                     COMP
 BL2348  Z           -   3,174,722.942 (meters)                     COMP
 BL2348  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BL2348  ELLIP HEIGHT-         -20.52  (meters)          (06/17/02) GPS OBS
 BL2348  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL2348
 BL2348  HORZ ORDER  -  FIRST
 BL2348  ELLP ORDER  -  FIFTH     CLASS I
 BL2348
 BL2348.The horizontal coordinates were established by GPS observations
 BL2348.and adjusted by the National Geodetic Survey in February 1996..
 BL2348
 BL2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2348
 BL2348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2348
 BL2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2348
 BL2348.The ellipsoidal height was determined by GPS observations
 BL2348.and is referenced to NAD 83.
 BL2348
 BL2348.The geoid height was determined by GEOID03.
 BL2348
 BL2348;                    North         East     Units Scale Factor Converg.
 BL2348;SPC TXSC     - 4,255,173.510 1,075,065.302   MT  0.99993993   +2 24 50.8
 BL2348;SPC TXSC     -13,960,515.09  3,527,110.08   sFT  0.99993993   +2 24 50.8
 BL2348;SPC TX C     - 3,058,976.717 1,303,517.381   MT  1.00001978   +3 13 29.2
 BL2348;SPC TX C     -10,035,992.78  4,276,623.27   sFT  1.00001978   +3 13 29.2
 BL2348;UTM  15      - 3,324,302.804   396,618.911   MT  0.99973186   -0 32 13.0
 BL2348
 BL2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2348!SPC TXSC     -   1.00000322  x   0.99993993  =   0.99994315
 BL2348!SPC TX C     -   1.00000322  x   1.00001978  =   1.00002300
 BL2348!UTM  15      -   1.00000322  x   0.99973186  =   0.99973508
 BL2348
 BL2348                          SUPERSEDED SURVEY CONTROL
 BL2348
 BL2348  ELLIP H (02/16/96)  -20.45   (m)                       GP(       ) 5 1
 BL2348  NAD 83(1993)-  30 02 43.51520(N)    094 04 20.44194(W) AD(       ) 1
 BL2348  ELLIP H (01/21/93)  -20.43   (m)                       GP(       ) 4 2
 BL2348  NAD 83(1986)-  30 02 43.53497(N)    094 04 20.42219(W) AD(       ) 1
 BL2348  NGVD 29 (12/24/91)    7.1    (m)           23.     (f) GPS OBS        
 BL2348
 BL2348.Superseded values are not recommended for survey control.
 BL2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2348.See file dsdata.txt to determine how the superseded data were derived.
 BL2348
 BL2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9661924303(NAD 83)
 BL2348_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2348_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BL2348+WITH SETTING: PAVEMENT
 BL2348_SP_SET: TOP OF CONC LIGHT POLE PAD
 BL2348_STAMPING: JCAD 16
 BL2348_MARK LOGO: JCAD  
 BL2348_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2348+STABILITY: SURFACE MOTION
 BL2348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2348+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BL2348
 BL2348  HISTORY     - Date     Condition        Report By
 BL2348  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2348
 BL2348                          STATION DESCRIPTION
 BL2348
 BL2348'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2348'IN BEAUMONT, STATION IS ON THE SOUTHWEST CORNER OF AN 18 X 9 FEET
 BL2348'CONCRETE LIGHT POLE PAD FOR THE NORTH LIGHT POLE IN THE NORTH PARKING
 BL2348'LOT OF THE MONTAGNE CENTER AT LAMAR UNIVERSITY. THE MARKER IS 220 FEET
 BL2348'EAST OF A WOODEN UTILITY POLE,AND APPROX 560 FEET NORTH OF THE
 BL2348'MONTAGNE CENTER.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2349 ***********************************************************************
 BL2349  DESIGNATION -  JCAD 17
 BL2349  PID         -  BL2349
 BL2349  STATE/COUNTY-  TX/JEFFERSON
 BL2349  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2349
 BL2349                         *CURRENT SURVEY CONTROL
 BL2349  ___________________________________________________________________
 BL2349* NAD 83(1993)-  30 01 38.15544(N)    094 06 02.66045(W)     ADJUSTED  
 BL2349* NAVD 88     -         7.3    (meters)      24.     (feet)  VERTCON   
 BL2349  ___________________________________________________________________
 BL2349  X           -    -395,217.974 (meters)                     COMP
 BL2349  Y           -  -5,512,578.028 (meters)                     COMP
 BL2349  Z           -   3,172,980.729 (meters)                     COMP
 BL2349  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BL2349  ELLIP HEIGHT-         -20.30  (meters)          (06/17/02) GPS OBS
 BL2349  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BL2349
 BL2349  HORZ ORDER  -  FIRST
 BL2349  ELLP ORDER  -  FIFTH     CLASS I
 BL2349
 BL2349.The horizontal coordinates were established by GPS observations
 BL2349.and adjusted by the National Geodetic Survey in February 1996..
 BL2349
 BL2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2349
 BL2349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2349
 BL2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2349
 BL2349.The ellipsoidal height was determined by GPS observations
 BL2349.and is referenced to NAD 83.
 BL2349
 BL2349.The geoid height was determined by GEOID03.
 BL2349
 BL2349;                    North         East     Units Scale Factor Converg.
 BL2349;SPC TXSC     - 4,253,047.788 1,072,413.775   MT  0.99993606   +2 24 00.8
 BL2349;SPC TXSC     -13,953,540.95  3,518,410.86   sFT  0.99993606   +2 24 00.8
 BL2349;UTM  15      - 3,322,316.814   393,862.019   MT  0.99973898   -0 33 03.1
 BL2349
 BL2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2349!SPC TXSC     -   1.00000319  x   0.99993606  =   0.99993925
 BL2349!UTM  15      -   1.00000319  x   0.99973898  =   0.99974217
 BL2349
 BL2349                          SUPERSEDED SURVEY CONTROL
 BL2349
 BL2349  ELLIP H (02/16/96)  -20.21   (m)                       GP(       ) 5 1
 BL2349  NAD 83(1993)-  30 01 38.15497(N)    094 06 02.66066(W) AD(       ) 1
 BL2349  ELLIP H (01/21/93)  -20.20   (m)                       GP(       ) 4 2
 BL2349  NAD 83(1986)-  30 01 38.17458(N)    094 06 02.64076(W) AD(       ) 1
 BL2349  NGVD 29 (12/24/91)    7.3    (m)           24.     (f) GPS OBS        
 BL2349
 BL2349.Superseded values are not recommended for survey control.
 BL2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2349.See file dsdata.txt to determine how the superseded data were derived.
 BL2349
 BL2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9386222317(NAD 83)
 BL2349_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2349_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL2349_SP_SET: TOP OF CONCRETE BRIDGE HEADWAL
 BL2349_STAMPING: JCAD 17
 BL2349_MARK LOGO: JCAD  
 BL2349_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2349+STABILITY: SURFACE MOTION
 BL2349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2349+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BL2349
 BL2349  HISTORY     - Date     Condition        Report By
 BL2349  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2349
 BL2349                          STATION DESCRIPTION
 BL2349
 BL2349'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2349'IN BEAUMONT, FROM THE INTERSECTION OF US HIGHWAY 69 AND ERIE DRIVE,
 BL2349'PROCEED SOUTH ON ERIE DRIVE 0.5 MILES TO THE BRIDGE OVER THE PORT
 BL2349'ARTHUR FRESHWATER CANAL AND THE STATION ON THE LEFT.  THE MARKER IS ON
 BL2349'THE SOUTH END OF THE EAST HEADWALL.  CONTROL POINT IS ABOUT 2 FEET
 BL2349'ABOVE THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2350 ***********************************************************************
 BL2350  DESIGNATION -  JCAD 18
 BL2350  PID         -  BL2350
 BL2350  STATE/COUNTY-  TX/JEFFERSON
 BL2350  USGS QUAD   -  BEAUMONT EAST (1994)
 BL2350
 BL2350                         *CURRENT SURVEY CONTROL
 BL2350  ___________________________________________________________________
 BL2350* NAD 83(1993)-  30 00 07.48274(N)    094 02 25.31355(W)     ADJUSTED  
 BL2350* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 BL2350  ___________________________________________________________________
 BL2350  X           -    -389,507.268 (meters)                     COMP
 BL2350  Y           -  -5,514,382.618 (meters)                     COMP
 BL2350  Z           -   3,170,561.989 (meters)                     COMP
 BL2350  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BL2350  ELLIP HEIGHT-         -22.57  (meters)          (06/17/02) GPS OBS
 BL2350  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL2350
 BL2350  HORZ ORDER  -  FIRST
 BL2350  ELLP ORDER  -  FIFTH     CLASS I
 BL2350
 BL2350.The horizontal coordinates were established by GPS observations
 BL2350.and adjusted by the National Geodetic Survey in February 1996..
 BL2350
 BL2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2350
 BL2350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2350
 BL2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2350
 BL2350.The ellipsoidal height was determined by GPS observations
 BL2350.and is referenced to NAD 83.
 BL2350
 BL2350.The geoid height was determined by GEOID03.
 BL2350
 BL2350;                    North         East     Units Scale Factor Converg.
 BL2350;SPC TXSC     - 4,250,503.831 1,078,350.274   MT  0.99993085   +2 25 47.2
 BL2350;SPC TXSC     -13,945,194.65  3,537,887.52   sFT  0.99993085   +2 25 47.2
 BL2350;SPC TX C     - 3,054,353.586 1,306,868.428   MT  1.00003256   +3 14 28.5
 BL2350;SPC TX C     -10,020,825.06  4,287,617.50   sFT  1.00003256   +3 14 28.5
 BL2350;UTM  15      - 3,319,471.227   399,658.529   MT  0.99972422   -0 31 12.9
 BL2350
 BL2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2350!SPC TXSC     -   1.00000354  x   0.99993085  =   0.99993439
 BL2350!SPC TX C     -   1.00000354  x   1.00003256  =   1.00003610
 BL2350!UTM  15      -   1.00000354  x   0.99972422  =   0.99972776
 BL2350
 BL2350                          SUPERSEDED SURVEY CONTROL
 BL2350
 BL2350  ELLIP H (02/16/96)  -22.49   (m)                       GP(       ) 5 1
 BL2350  NAD 83(1993)-  30 00 07.48229(N)    094 02 25.31363(W) AD(       ) 1
 BL2350  ELLIP H (01/21/93)  -22.48   (m)                       GP(       ) 4 2
 BL2350  NAD 83(1986)-  30 00 07.50207(N)    094 02 25.29371(W) AD(       ) 1
 BL2350  NGVD 29 (12/24/91)    5.0    (m)           16.     (f) GPS OBS        
 BL2350
 BL2350.Superseded values are not recommended for survey control.
 BL2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2350.See file dsdata.txt to determine how the superseded data were derived.
 BL2350
 BL2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9965919471(NAD 83)
 BL2350_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2350_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL2350_SP_SET: TOP OF CONCRETE CULVERT HEADWA
 BL2350_STAMPING: JCAD 18
 BL2350_MARK LOGO: JCAD  
 BL2350_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2350+STABILITY: SURFACE MOTION
 BL2350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2350+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BL2350
 BL2350  HISTORY     - Date     Condition        Report By
 BL2350  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2350
 BL2350                          STATION DESCRIPTION
 BL2350
 BL2350'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2350'FROM THE INTERSECTION OF US HIGHWAY 69 AND SPURLOCK ROAD, PROCEED
 BL2350'NORTH ON US HIGHWAY 69 2.3 MILES TO THE STATION ON THE RIGHT.  THE
 BL2350'MARKER IS 31 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE
 BL2350'OF US HIGHWAY 69 AND APPROX 0.5 MILES SOUTHEAST OF THE PORT ARTHUR
 BL2350'FRESHWATER CANAL CROSSING.  CONTROL POINT IS FLUSH WITH THE
 BL2350'SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7045 ***********************************************************************
 AW7045  DESIGNATION -  JCAD 19
 AW7045  PID         -  AW7045
 AW7045  STATE/COUNTY-  TX/JEFFERSON
 AW7045  USGS QUAD   -  PORT ACRES (1993)
 AW7045
 AW7045                         *CURRENT SURVEY CONTROL
 AW7045  ___________________________________________________________________
 AW7045* NAD 83(1993)-  29 58 59.61934(N)    094 00 44.28966(W)     ADJUSTED  
 AW7045* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 AW7045  ___________________________________________________________________
 AW7045  X           -    -386,879.563 (meters)                     COMP
 AW7045  Y           -  -5,515,615.787 (meters)                     COMP
 AW7045  Z           -   3,168,752.743 (meters)                     COMP
 AW7045  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AW7045  ELLIP HEIGHT-         -21.39  (meters)          (06/17/02) GPS OBS
 AW7045  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW7045
 AW7045  HORZ ORDER  -  FIRST
 AW7045  ELLP ORDER  -  FIFTH     CLASS I
 AW7045
 AW7045.The horizontal coordinates were established by GPS observations
 AW7045.and adjusted by the National Geodetic Survey in February 1996..
 AW7045
 AW7045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7045
 AW7045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7045
 AW7045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7045
 AW7045.The ellipsoidal height was determined by GPS observations
 AW7045.and is referenced to NAD 83.
 AW7045
 AW7045.The geoid height was determined by GEOID03.
 AW7045
 AW7045;                    North         East     Units Scale Factor Converg.
 AW7045;SPC TXSC     - 4,248,531.312 1,081,144.285   MT  0.99992708   +2 26 36.7
 AW7045;SPC TXSC     -13,938,723.15  3,547,054.21   sFT  0.99992708   +2 26 36.7
 AW7045;SPC TX C     - 3,052,420.646 1,309,690.406   MT  1.00003829   +3 15 20.5
 AW7045;SPC TX C     -10,014,483.40  4,296,875.94   sFT  1.00003829   +3 15 20.5
 AW7045;UTM  15      - 3,317,357.981   402,346.773   MT  0.99971765   -0 30 21.4
 AW7045
 AW7045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7045!SPC TXSC     -   1.00000336  x   0.99992708  =   0.99993044
 AW7045!SPC TX C     -   1.00000336  x   1.00003829  =   1.00004165
 AW7045!UTM  15      -   1.00000336  x   0.99971765  =   0.99972101
 AW7045
 AW7045                          SUPERSEDED SURVEY CONTROL
 AW7045
 AW7045  ELLIP H (02/16/96)  -21.31   (m)                       GP(       ) 5 1
 AW7045  NAD 83(1993)-  29 58 59.61888(N)    094 00 44.28971(W) AD(       ) 1
 AW7045  ELLIP H (01/21/93)  -21.30   (m)                       GP(       ) 4 2
 AW7045  NAD 83(1986)-  29 58 59.63866(N)    094 00 44.26973(W) AD(       ) 1
 AW7045  NGVD 29 (12/24/91)    6.1    (m)           20.     (f) GPS OBS        
 AW7045
 AW7045.Superseded values are not recommended for survey control.
 AW7045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7045.See file dsdata.txt to determine how the superseded data were derived.
 AW7045
 AW7045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0234717358(NAD 83)
 AW7045_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7045_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW7045_SP_SET: TOP OF CONCRETE CULVERT HEADWA
 AW7045_STAMPING: JCAD 19
 AW7045_MARK LOGO: JCAD  
 AW7045_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7045+STABILITY: SURFACE MOTION
 AW7045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7045+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AW7045
 AW7045  HISTORY     - Date     Condition        Report By
 AW7045  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7045  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 AW7045
 AW7045                          STATION DESCRIPTION
 AW7045
 AW7045'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7045'IN NEDERLAND, FROM THE INTERSECTION OF US HIGHWAY 69 AND SPURLOCK
 AW7045'ROAD, PROCEED NORTHEAST ON SPURLOCK ROAD APPROX 1.0 MILES TO 18TH
 AW7045'STREET, TURN RIGHT AND GO APPROX 300 FEET TO THE FIRST ENTRANCE TO
 AW7045'NEDERLAND HIGH SCHOOL AND THE STATION ON THE RIGHT.  THE MARKER IS ON
 AW7045'THE TOP NORTHEAST END OF A CONCRETE CULVERT HEADWALL ON THE NORTHWEST
 AW7045'SIDE OF THE NORTHWEST ENTRANCE TO NEDERLAND HIGH SCHOOL.
 AW7045
 AW7045                          STATION RECOVERY (2004)
 AW7045
 AW7045'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW7045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2351 ***********************************************************************
 BL2351  DESIGNATION -  JCAD 2
 BL2351  PID         -  BL2351
 BL2351  STATE/COUNTY-  TX/JEFFERSON
 BL2351  USGS QUAD   -  VOTH (1993)
 BL2351
 BL2351                         *CURRENT SURVEY CONTROL
 BL2351  ___________________________________________________________________
 BL2351* NAD 83(1993)-  30 07 32.39679(N)    094 11 25.14545(W)     ADJUSTED  
 BL2351* NAVD 88     -        14.6    (meters)      48.     (feet)  VERTCON   
 BL2351  ___________________________________________________________________
 BL2351  X           -    -403,437.150 (meters)                     COMP
 BL2351  Y           -  -5,506,507.645 (meters)                     COMP
 BL2351  Z           -   3,182,423.697 (meters)                     COMP
 BL2351  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BL2351  ELLIP HEIGHT-         -13.05  (meters)          (06/17/02) GPS OBS
 BL2351  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL2351
 BL2351  HORZ ORDER  -  FIRST
 BL2351  ELLP ORDER  -  FIFTH     CLASS I
 BL2351
 BL2351.The horizontal coordinates were established by GPS observations
 BL2351.and adjusted by the National Geodetic Survey in February 1996..
 BL2351
 BL2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2351
 BL2351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2351
 BL2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2351
 BL2351.The ellipsoidal height was determined by GPS observations
 BL2351.and is referenced to NAD 83.
 BL2351
 BL2351.The geoid height was determined by GEOID03.
 BL2351
 BL2351;                    North         East     Units Scale Factor Converg.
 BL2351;SPC TXSC     - 4,263,587.494 1,063,332.523   MT  0.99995826   +2 21 22.8
 BL2351;SPC TXSC     -13,988,119.97  3,488,616.79   sFT  0.99995826   +2 21 22.8
 BL2351;UTM  15      - 3,333,308.115   385,337.362   MT  0.99976220   -0 35 50.9
 BL2351
 BL2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2351!SPC TXSC     -   1.00000205  x   0.99995826  =   0.99996031
 BL2351!UTM  15      -   1.00000205  x   0.99976220  =   0.99976425
 BL2351
 BL2351:                Primary Azimuth Mark                     Grid Az
 BL2351:SPC TXSC     -  JCAD 2 AZ MK                             355 01 13.7
 BL2351:UTM  15      -  JCAD 2 AZ MK                             357 58 27.4
 BL2351
 BL2351|---------------------------------------------------------------------|
 BL2351| PID    Reference Object                     Distance      Geod. Az  |
 BL2351|                                                           dddmmss.s |
 BL2351| BL2352 JCAD 2 AZ MK                        APPROX. 0.8 KM 3572236.5 |
 BL2351|---------------------------------------------------------------------|
 BL2351
 BL2351                          SUPERSEDED SURVEY CONTROL
 BL2351
 BL2351  ELLIP H (02/16/96)  -12.97   (m)                       GP(       ) 5 1
 BL2351  NAD 83(1993)-  30 07 32.39630(N)    094 11 25.14583(W) AD(       ) 1
 BL2351  ELLIP H (01/21/93)  -12.96   (m)                       GP(       ) 4 2
 BL2351  NAD 83(1986)-  30 07 32.41617(N)    094 11 25.12678(W) AD(       ) 1
 BL2351  NGVD 29 (12/24/91)   14.6    (m)           48.     (f) GPS OBS        
 BL2351
 BL2351.Superseded values are not recommended for survey control.
 BL2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2351.See file dsdata.txt to determine how the superseded data were derived.
 BL2351
 BL2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8533733308(NAD 83)
 BL2351_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2351_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2351_SP_SET: TOP OF CONCRETE BRIDGE RAIL
 BL2351_STAMPING: JCAD 2
 BL2351_MARK LOGO: JCAD  
 BL2351_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2351+STABILITY: SURFACE MOTION
 BL2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2351+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL2351
 BL2351  HISTORY     - Date     Condition        Report By
 BL2351  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2351  HISTORY     - 20050127 GOOD             USPSQD
 BL2351  HISTORY     - 20060304 GOOD             USPSQD
 BL2351
 BL2351                          STATION DESCRIPTION
 BL2351
 BL2351'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2351'IN BEAUMONT, FROM THE INTERSECTION OF STATE HIGHWAY 105 AND FARM ROAD
 BL2351'364, PROCEED SOUTH ON FARM ROAD 364 0.5 MILES TO THE STATION ON THE
 BL2351'LEFT.  THE MARKER IS LOCATED ON THE SOUTH END OF THE EAST BRIDGE RAIL
 BL2351'OF THE BRIDGE OVER THE LOWER NECHES VALLEY AUTHORITY CANAL.  CONTROL
 BL2351'POINT IS APPROX 2.5 FEET HIGHER THAN THE SURROUNDING GROUND.
 BL2351
 BL2351                          STATION RECOVERY (2005)
 BL2351
 BL2351'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2351'RECOVERED IN GOOD CONDITION.
 BL2351
 BL2351                          STATION RECOVERY (2006)
 BL2351
 BL2351'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL2351'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2352 ***********************************************************************
 BL2352  DESIGNATION -  JCAD 2 AZ MK
 BL2352  PID         -  BL2352
 BL2352  STATE/COUNTY-  TX/JEFFERSON
 BL2352  USGS QUAD   -  VOTH (1993)
 BL2352
 BL2352                         *CURRENT SURVEY CONTROL
 BL2352  ___________________________________________________________________
 BL2352* NAD 83(1993)-  30 07 57.79171(N)    094 11 26.48398(W)     ADJUSTED  
 BL2352* NAVD 88     -        10.8    (meters)      35.     (feet)  VERTCON   
 BL2352  ___________________________________________________________________
 BL2352  X           -    -403,443.961 (meters)                     COMP
 BL2352  Y           -  -5,506,110.290 (meters)                     COMP
 BL2352  Z           -   3,183,098.128 (meters)                     COMP
 BL2352  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BL2352  ELLIP HEIGHT-         -16.84  (meters)          (06/17/02) GPS OBS
 BL2352  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL2352
 BL2352  HORZ ORDER  -  FIRST
 BL2352  ELLP ORDER  -  FIFTH     CLASS I
 BL2352
 BL2352.The horizontal coordinates were established by GPS observations
 BL2352.and adjusted by the National Geodetic Survey in February 1996..
 BL2352
 BL2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2352
 BL2352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2352
 BL2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2352
 BL2352.The ellipsoidal height was determined by GPS observations
 BL2352.and is referenced to NAD 83.
 BL2352
 BL2352.The geoid height was determined by GEOID03.
 BL2352
 BL2352;                    North         East     Units Scale Factor Converg.
 BL2352;SPC TXSC     - 4,264,367.312 1,063,264.578   MT  0.99995996   +2 21 22.1
 BL2352;SPC TXSC     -13,990,678.42  3,488,393.87   sFT  0.99995996   +2 21 22.1
 BL2352;UTM  15      - 3,334,090.245   385,309.699   MT  0.99976228   -0 35 52.1
 BL2352
 BL2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2352!SPC TXSC     -   1.00000264  x   0.99995996  =   0.99996260
 BL2352!UTM  15      -   1.00000264  x   0.99976228  =   0.99976492
 BL2352
 BL2352:                Primary Azimuth Mark                     Grid Az
 BL2352:SPC TXSC     -  JCAD 2                                   175 01 13.7
 BL2352:UTM  15      -  JCAD 2                                   177 58 27.9
 BL2352
 BL2352|---------------------------------------------------------------------|
 BL2352| PID    Reference Object                     Distance      Geod. Az  |
 BL2352|                                                           dddmmss.s |
 BL2352| BL2351 JCAD 2                              APPROX. 0.8 KM 1772235.8 |
 BL2352|---------------------------------------------------------------------|
 BL2352
 BL2352                          SUPERSEDED SURVEY CONTROL
 BL2352
 BL2352  ELLIP H (02/16/96)  -16.76   (m)                       GP(       ) 5 1
 BL2352  NAD 83(1993)-  30 07 57.79120(N)    094 11 26.48423(W) AD(       ) 1
 BL2352  ELLIP H (01/21/93)  -16.75   (m)                       GP(       ) 4 2
 BL2352  NAD 83(1986)-  30 07 57.81101(N)    094 11 26.46526(W) AD(       ) 1
 BL2352  NGVD 29 (12/24/91)   10.8    (m)           35.     (f) GPS OBS        
 BL2352
 BL2352.Superseded values are not recommended for survey control.
 BL2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2352.See file dsdata.txt to determine how the superseded data were derived.
 BL2352
 BL2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8531034090(NAD 83)
 BL2352_MARKER: DZ = AZIMUTH MARK DISK
 BL2352_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2352_SP_SET: TOP OF CONCRETE DRAIN INLET
 BL2352_STAMPING: JCAD 2
 BL2352_MARK LOGO: JCAD  
 BL2352_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2352+STABILITY: SURFACE MOTION
 BL2352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2352+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL2352
 BL2352  HISTORY     - Date     Condition        Report By
 BL2352  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2352  HISTORY     - 20050127 GOOD             USPSQD
 BL2352  HISTORY     - 20060304 GOOD             USPSQD
 BL2352
 BL2352                          STATION DESCRIPTION
 BL2352
 BL2352'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2352'IN BEAUMONT, AT THE INTERSECTION OF STATE HIGHWAY 105 AND FARM ROAD
 BL2352'364.  THE MARKER IS 68.75 FEET SOUTH OF A CHISELED CROSS ON THE SIGNAL
 BL2352'POLE BASE AT THE SOUTHWEST CORNER OF THE INTERSECTION , AND 32.15 FEET
 BL2352'EAST OF A CONCRETE ROW MARKER.  CONTROL POINT IS FLUSH WITH THE
 BL2352'SURROUNDING GROUND.
 BL2352
 BL2352                          STATION RECOVERY (2005)
 BL2352
 BL2352'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2352'RECOVERED IN GOOD CONDITION.
 BL2352
 BL2352                          STATION RECOVERY (2006)
 BL2352
 BL2352'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL2352'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7046 ***********************************************************************
 AW7046  DESIGNATION -  JCAD 20
 AW7046  PID         -  AW7046
 AW7046  STATE/COUNTY-  TX/JEFFERSON
 AW7046  USGS QUAD   -  PORT ACRES (1993)
 AW7046
 AW7046                         *CURRENT SURVEY CONTROL
 AW7046  ___________________________________________________________________
 AW7046* NAD 83(1993)-  29 57 17.74900(N)    094 02 32.29999(W)     ADJUSTED  
 AW7046* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 AW7046  ___________________________________________________________________
 AW7046  X           -    -389,878.119 (meters)                     COMP
 AW7046  Y           -  -5,516,974.139 (meters)                     COMP
 AW7046  Z           -   3,166,034.574 (meters)                     COMP
 AW7046  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW7046  ELLIP HEIGHT-         -22.94  (meters)          (06/17/02) GPS OBS
 AW7046  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW7046
 AW7046  HORZ ORDER  -  FIRST
 AW7046  ELLP ORDER  -  FIFTH     CLASS I
 AW7046
 AW7046.The horizontal coordinates were established by GPS observations
 AW7046.and adjusted by the National Geodetic Survey in February 1996..
 AW7046
 AW7046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7046
 AW7046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7046
 AW7046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7046
 AW7046.The ellipsoidal height was determined by GPS observations
 AW7046.and is referenced to NAD 83.
 AW7046
 AW7046.The geoid height was determined by GEOID03.
 AW7046
 AW7046;                    North         East     Units Scale Factor Converg.
 AW7046;SPC TXSC     - 4,245,274.493 1,078,384.684   MT  0.99992163   +2 25 43.8
 AW7046;SPC TXSC     -13,928,038.07  3,538,000.42   sFT  0.99992163   +2 25 43.8
 AW7046;SPC TX C     - 3,049,124.665 1,306,976.904   MT  1.00004710   +3 14 24.9
 AW7046;SPC TX C     -10,003,669.84  4,287,973.39   sFT  1.00004710   +3 14 24.9
 AW7046;UTM  15      - 3,314,248.100   399,423.845   MT  0.99972480   -0 31 13.8
 AW7046
 AW7046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7046!SPC TXSC     -   1.00000360  x   0.99992163  =   0.99992523
 AW7046!SPC TX C     -   1.00000360  x   1.00004710  =   1.00005070
 AW7046!UTM  15      -   1.00000360  x   0.99972480  =   0.99972840
 AW7046
 AW7046                          SUPERSEDED SURVEY CONTROL
 AW7046
 AW7046  ELLIP H (02/16/96)  -22.87   (m)                       GP(       ) 5 1
 AW7046  NAD 83(1993)-  29 57 17.74847(N)    094 02 32.30004(W) AD(       ) 1
 AW7046  ELLIP H (01/21/93)  -22.85   (m)                       GP(       ) 4 2
 AW7046  NAD 83(1986)-  29 57 17.76827(N)    094 02 32.27969(W) AD(       ) 1
 AW7046  NGVD 29 (12/24/91)    4.6    (m)           15.     (f) GPS OBS        
 AW7046
 AW7046.Superseded values are not recommended for survey control.
 AW7046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7046.See file dsdata.txt to determine how the superseded data were derived.
 AW7046
 AW7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9942414248(NAD 83)
 AW7046_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7046_SP_SET: CONCRETE POST
 AW7046_STAMPING: JCAD 20
 AW7046_MARK LOGO: JCAD  
 AW7046_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7046+STABILITY: SURFACE MOTION
 AW7046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7046+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AW7046
 AW7046  HISTORY     - Date     Condition        Report By
 AW7046  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7046  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 AW7046
 AW7046                          STATION DESCRIPTION
 AW7046
 AW7046'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7046'FROM THE INTERSECTION OF STATE HIGHWAY 365 AND WEST PORT ARTHUR ROAD,
 AW7046'PROCEED NORTH ON WEST PORT ARTHUR ROAD 2.8 MILES TO THE STATION ON THE
 AW7046'RIGHT.  THE MARKER IS 48.2 FEET EAST OF THE CENTERLINE OF WEST PORT
 AW7046'ARTHUR ROAD, 31.0 FEET EAST OF THE CENTERLINE OF THE SOUTHERN PACIFIC
 AW7046'RR TRACKS, 30.3 FEET NORTH OF THE CENTERLINE OF SOUTH GARDEN DRIVE,
 AW7046'AND 1.0 FEET SOUTH  OF A FIBERGLASS WITNESS POST.  CONTROL POINT IS
 AW7046'FLUSH WITH THE SURROUNDING GROUND.
 AW7046
 AW7046                          STATION RECOVERY (2004)
 AW7046
 AW7046'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW7046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7047 ***********************************************************************
 AW7047  DESIGNATION -  JCAD 21
 AW7047  PID         -  AW7047
 AW7047  STATE/COUNTY-  TX/JEFFERSON
 AW7047  USGS QUAD   -  PORT ACRES (1993)
 AW7047
 AW7047                         *CURRENT SURVEY CONTROL
 AW7047  ___________________________________________________________________
 AW7047* NAD 83(1993)-  29 57 46.56948(N)    094 01 01.49085(W)     ADJUSTED  
 AW7047* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 AW7047  ___________________________________________________________________
 AW7047  X           -    -387,418.089 (meters)                     COMP
 AW7047  Y           -  -5,516,702.175 (meters)                     COMP
 AW7047  Z           -   3,166,802.864 (meters)                     COMP
 AW7047  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AW7047  ELLIP HEIGHT-         -24.09  (meters)          (06/17/02) GPS OBS
 AW7047  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW7047
 AW7047  HORZ ORDER  -  FIRST
 AW7047  ELLP ORDER  -  FIFTH     CLASS I
 AW7047
 AW7047.The horizontal coordinates were established by GPS observations
 AW7047.and adjusted by the National Geodetic Survey in February 1996..
 AW7047
 AW7047.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7047
 AW7047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7047
 AW7047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7047
 AW7047.The ellipsoidal height was determined by GPS observations
 AW7047.and is referenced to NAD 83.
 AW7047
 AW7047.The geoid height was determined by GEOID03.
 AW7047
 AW7047;                    North         East     Units Scale Factor Converg.
 AW7047;SPC TXSC     - 4,246,264.506 1,080,779.440   MT  0.99992314   +2 26 28.3
 AW7047;SPC TXSC     -13,931,286.13  3,545,857.21   sFT  0.99992314   +2 26 28.3
 AW7047;SPC TX C     - 3,050,148.633 1,309,357.688   MT  1.00004459   +3 15 11.7
 AW7047;SPC TX C     -10,007,029.31  4,295,784.35   sFT  1.00004459   +3 15 11.7
 AW7047;UTM  15      - 3,315,113.414   401,865.877   MT  0.99971881   -0 30 28.8
 AW7047
 AW7047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7047!SPC TXSC     -   1.00000378  x   0.99992314  =   0.99992692
 AW7047!SPC TX C     -   1.00000378  x   1.00004459  =   1.00004837
 AW7047!UTM  15      -   1.00000378  x   0.99971881  =   0.99972259
 AW7047
 AW7047                          SUPERSEDED SURVEY CONTROL
 AW7047
 AW7047  ELLIP H (02/16/96)  -24.02   (m)                       GP(       ) 5 1
 AW7047  NAD 83(1993)-  29 57 46.56904(N)    094 01 01.49077(W) AD(       ) 1
 AW7047  ELLIP H (01/21/93)  -24.01   (m)                       GP(       ) 4 2
 AW7047  NAD 83(1986)-  29 57 46.58882(N)    094 01 01.47066(W) AD(       ) 1
 AW7047  NGVD 29 (12/24/91)    3.4    (m)           11.     (f) GPS OBS        
 AW7047
 AW7047.Superseded values are not recommended for survey control.
 AW7047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7047.See file dsdata.txt to determine how the superseded data were derived.
 AW7047
 AW7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0186615113(NAD 83)
 AW7047_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW7047_SP_SET: RETAINING WALL OR CONCRETE LED
 AW7047_STAMPING: JCAD 21
 AW7047_MARK LOGO: JCAD  
 AW7047_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7047+STABILITY: SURFACE MOTION
 AW7047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7047+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1992
 AW7047
 AW7047  HISTORY     - Date     Condition        Report By
 AW7047  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7047  HISTORY     - 19921017 GOOD             NOS
 AW7047  HISTORY     - 20041009 GOOD             USPSQD
 AW7047
 AW7047                          STATION DESCRIPTION
 AW7047
 AW7047'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7047'IN NEDERLAND, THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE
 AW7047'INTERSCTION OF US HIGHWAY 69 AND THE ENTRANCE ROAD TO THE JEFFERSON
 AW7047'COUNTY AIRPORT.  THE MARKER IS 89.5 FEET SOUTH OF THE CENTERLINE OF
 AW7047'THE SOUTH FRONTAGE ROAD AND 73.5 FEET WEST OF THE CENTERLINE OF THE
 AW7047'AIRPORT ROAD.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 AW7047
 AW7047                          STATION RECOVERY (1992)
 AW7047
 AW7047'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW7047'RECOVERED IN GOOD CONDITION.
 AW7047
 AW7047                          STATION RECOVERY (2004)
 AW7047
 AW7047'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW7047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0984 ***********************************************************************
 AV0984  DESIGNATION -  JCAD 22
 AV0984  PID         -  AV0984
 AV0984  STATE/COUNTY-  TX/JEFFERSON
 AV0984  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0984
 AV0984                         *CURRENT SURVEY CONTROL
 AV0984  ___________________________________________________________________
 AV0984* NAD 83(1993)-  29 58 45.48834(N)    093 58 56.66162(W)     ADJUSTED  
 AV0984* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 AV0984  ___________________________________________________________________
 AV0984  X           -    -384,016.571 (meters)                     COMP
 AV0984  Y           -  -5,516,033.572 (meters)                     COMP
 AV0984  Z           -   3,168,375.699 (meters)                     COMP
 AV0984  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AV0984  ELLIP HEIGHT-         -21.68  (meters)          (06/17/02) GPS OBS
 AV0984  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AV0984
 AV0984  HORZ ORDER  -  FIRST
 AV0984  ELLP ORDER  -  FIFTH     CLASS I
 AV0984
 AV0984.The horizontal coordinates were established by GPS observations
 AV0984.and adjusted by the National Geodetic Survey in February 1996..
 AV0984
 AV0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0984
 AV0984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0984
 AV0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0984
 AV0984.The ellipsoidal height was determined by GPS observations
 AV0984.and is referenced to NAD 83.
 AV0984
 AV0984.The geoid height was determined by GEOID03.
 AV0984
 AV0984;                    North         East     Units Scale Factor Converg.
 AV0984;SPC TXSC     - 4,248,219.984 1,084,045.201   MT  0.99992631   +2 27 29.5
 AV0984;SPC TXSC     -13,937,701.73  3,556,571.63   sFT  0.99992631   +2 27 29.5
 AV0984;SPC TX C     - 3,052,150.457 1,312,595.772   MT  1.00003950   +3 16 16.0
 AV0984;SPC TX C     -10,013,596.96  4,306,407.96   sFT  1.00003950   +3 16 16.0
 AV0984;UTM  15      - 3,316,897.905   405,227.216   MT  0.99971081   -0 29 27.4
 AV0984
 AV0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0984!SPC TXSC     -   1.00000340  x   0.99992631  =   0.99992971
 AV0984!SPC TX C     -   1.00000340  x   1.00003950  =   1.00004291
 AV0984!UTM  15      -   1.00000340  x   0.99971081  =   0.99971421
 AV0984
 AV0984                          SUPERSEDED SURVEY CONTROL
 AV0984
 AV0984  ELLIP H (02/16/96)  -21.61   (m)                       GP(       ) 5 1
 AV0984  NAD 83(1993)-  29 58 45.48789(N)    093 58 56.66166(W) AD(       ) 1
 AV0984  ELLIP H (01/21/93)  -21.60   (m)                       GP(       ) 4 2
 AV0984  NAD 83(1986)-  29 58 45.50766(N)    093 58 56.64164(W) AD(       ) 1
 AV0984  NGVD 29 (12/24/91)    5.8    (m)           19.     (f) GPS OBS        
 AV0984
 AV0984.Superseded values are not recommended for survey control.
 AV0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0984.See file dsdata.txt to determine how the superseded data were derived.
 AV0984
 AV0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0522716898(NAD 83)
 AV0984_MARKER: DH = HORIZONTAL CONTROL DISK
 AV0984_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AV0984_SP_SET: TOP OF CONCRETE CULVERT HEADWA
 AV0984_STAMPING: JCAD 22
 AV0984_MARK LOGO: JCAD  
 AV0984_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0984+STABILITY: SURFACE MOTION
 AV0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0984+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 AV0984
 AV0984  HISTORY     - Date     Condition        Report By
 AV0984  HISTORY     - 1990     MONUMENTED       MERRIC
 AV0984  HISTORY     - 20041128 GOOD             USPSQD
 AV0984  HISTORY     - 20051219 GOOD             USPSQD
 AV0984
 AV0984                          STATION DESCRIPTION
 AV0984
 AV0984'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0984'IN NEDERLAND, TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AV0984'HIGHWAY 347 AND NEDERLAND AVENUE, PROCEED NORTHEAST ON NEDERLAND
 AV0984'AVENUE 0.5 MILES TO THE INTERSECTION WITH SOUTH 6TH STREET, TURN RIGHT
 AV0984'ON SOUTH 6TH STREET AND GO 0.1 MILES TO THE 2ND ENTRANCE TO HIGHLAND
 AV0984'PARK ELEMENTARY SCHOOL AND THE STATION ON THE RIGHT.  THE MARKER IS ON
 AV0984'THE TOP CENTER OF A CONCRETE CULVERT HEADWALL ON THE SOUTH SIDE OF THE
 AV0984'2ND SCHOOL ENTRANCE.
 AV0984
 AV0984                          STATION RECOVERY (2004)
 AV0984
 AV0984'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0984'EXACT GP.
 AV0984
 AV0984                          STATION RECOVERY (2005)
 AV0984
 AV0984'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AV0984'FOUND AS DESCRIBED. NO STORM DAMAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0985 ***********************************************************************
 AV0985  DESIGNATION -  JCAD 23
 AV0985  PID         -  AV0985
 AV0985  STATE/COUNTY-  TX/JEFFERSON
 AV0985  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0985
 AV0985                         *CURRENT SURVEY CONTROL
 AV0985  ___________________________________________________________________
 AV0985* NAD 83(1993)-  29 59 37.01175(N)    093 57 06.35394(W)     ADJUSTED  
 AV0985* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 AV0985  ___________________________________________________________________
 AV0985  X           -    -381,011.946 (meters)                     COMP
 AV0985  Y           -  -5,515,446.781 (meters)                     COMP
 AV0985  Z           -   3,169,749.666 (meters)                     COMP
 AV0985  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0985  ELLIP HEIGHT-         -22.05  (meters)          (06/17/02) GPS OBS
 AV0985  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AV0985
 AV0985  HORZ ORDER  -  FIRST
 AV0985  ELLP ORDER  -  FIFTH     CLASS I
 AV0985
 AV0985.The horizontal coordinates were established by GPS observations
 AV0985.and adjusted by the National Geodetic Survey in February 1996..
 AV0985
 AV0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0985
 AV0985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0985
 AV0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0985
 AV0985.The ellipsoidal height was determined by GPS observations
 AV0985.and is referenced to NAD 83.
 AV0985
 AV0985.The geoid height was determined by GEOID03.
 AV0985
 AV0985;                    North         East     Units Scale Factor Converg.
 AV0985;SPC TXSC     - 4,249,932.122 1,086,930.841   MT  0.99992915   +2 28 23.5
 AV0985;SPC TXSC     -13,943,318.97  3,566,038.93   sFT  0.99992915   +2 28 23.5
 AV0985;SPC TX C     - 3,053,903.574 1,315,457.131   MT  1.00003512   +3 17 12.8
 AV0985;SPC TX C     -10,019,348.64  4,315,795.60   sFT  1.00003512   +3 17 12.8
 AV0985;UTM  15      - 3,318,458.969   408,196.466   MT  0.99970398   -0 28 33.0
 AV0985
 AV0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0985!SPC TXSC     -   1.00000346  x   0.99992915  =   0.99993261
 AV0985!SPC TX C     -   1.00000346  x   1.00003512  =   1.00003858
 AV0985!UTM  15      -   1.00000346  x   0.99970398  =   0.99970744
 AV0985
 AV0985                          SUPERSEDED SURVEY CONTROL
 AV0985
 AV0985  ELLIP H (02/16/96)  -21.98   (m)                       GP(       ) 5 1
 AV0985  NAD 83(1993)-  29 59 37.01125(N)    093 57 06.35400(W) AD(       ) 1
 AV0985  ELLIP H (01/21/93)  -21.96   (m)                       GP(       ) 4 2
 AV0985  NAD 83(1986)-  29 59 37.03109(N)    093 57 06.33367(W) AD(       ) 1
 AV0985  NGVD 29 (12/24/91)    5.5    (m)           18.     (f) GPS OBS        
 AV0985
 AV0985.Superseded values are not recommended for survey control.
 AV0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0985.See file dsdata.txt to determine how the superseded data were derived.
 AV0985
 AV0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0819618459(NAD 83)
 AV0985_MARKER: DH = HORIZONTAL CONTROL DISK
 AV0985_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AV0985_SP_SET: TOP OF CONCRETE INLET BOX
 AV0985_STAMPING: JCAD 23
 AV0985_MARK LOGO: JCAD  
 AV0985_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0985+STABILITY: SURFACE MOTION
 AV0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0985+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 AV0985
 AV0985  HISTORY     - Date     Condition        Report By
 AV0985  HISTORY     - 1990     MONUMENTED       MERRIC
 AV0985  HISTORY     - 20041128 GOOD             USPSQD
 AV0985  HISTORY     - 20051219 GOOD             USPSQD
 AV0985
 AV0985                          STATION DESCRIPTION
 AV0985
 AV0985'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0985'IN PORT NECHES, FROM THE INTERSECTION OF PORT NECHES AVENUE AND LLANO
 AV0985'STREETPROCEED NORTH ON LLANO STREET FOR 0.15 MILES TO THE INTERSECTION
 AV0985'WITH GRIGSBY AVENUE, TURN RIGHT AND GO 0.3 MILES TO THE STATION ON THE
 AV0985'LEFT.  THE STATION IS LOCATED ON THE NORTHEAST CORNER OF AN INLET BOX
 AV0985'ON THE NORTH SIDE OF GRIGSBY AVENUE, 15 FEET WEST OF A SIDEWALK
 AV0985'LEADING TO GRIGSBY AVENUE, 31 FEET WEST OF A WOODEN UTILITY POLE, AND
 AV0985'42.04 FEET NORTH OF A CHISELED CROSS ON AN INLET ON THE SOUTH SIDE OF
 AV0985'GRIGSBY AVENUE.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 AV0985
 AV0985                          STATION RECOVERY (2004)
 AV0985
 AV0985'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0985'EXACT GP.
 AV0985
 AV0985                          STATION RECOVERY (2005)
 AV0985
 AV0985'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AV0985'FOUND AS DESCRIBED. NO STORM DAMAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0986 ***********************************************************************
 AV0986  DESIGNATION -  JCAD 24
 AV0986  PID         -  AV0986
 AV0986  STATE/COUNTY-  TX/JEFFERSON
 AV0986  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0986
 AV0986                         *CURRENT SURVEY CONTROL
 AV0986  ___________________________________________________________________
 AV0986* NAD 83(1993)-  29 57 26.07800(N)    093 57 16.96761(W)     ADJUSTED  
 AV0986* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AV0986  ___________________________________________________________________
 AV0986  X           -    -381,434.421 (meters)                     COMP
 AV0986  Y           -  -5,517,433.022 (meters)                     COMP
 AV0986  Z           -   3,166,255.076 (meters)                     COMP
 AV0986  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0986  ELLIP HEIGHT-         -26.35  (meters)          (06/17/02) GPS OBS
 AV0986  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AV0986
 AV0986  HORZ ORDER  -  FIRST
 AV0986  ELLP ORDER  -  FIFTH     CLASS I
 AV0986
 AV0986.The horizontal coordinates were established by GPS observations
 AV0986.and adjusted by the National Geodetic Survey in February 1996..
 AV0986
 AV0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0986
 AV0986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0986
 AV0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0986
 AV0986.The ellipsoidal height was determined by GPS observations
 AV0986.and is referenced to NAD 83.
 AV0986
 AV0986.The geoid height was determined by GEOID03.
 AV0986
 AV0986;                    North         East     Units Scale Factor Converg.
 AV0986;SPC TXSC     - 4,245,892.159 1,086,820.506   MT  0.99992206   +2 28 18.3
 AV0986;SPC TXSC     -13,930,064.52  3,565,676.94   sFT  0.99992206   +2 28 18.3
 AV0986;SPC TX C     - 3,049,861.986 1,315,404.171   MT  1.00004637   +3 17 07.3
 AV0986;SPC TX C     -10,006,088.87  4,315,621.85   sFT  1.00004637   +3 17 07.3
 AV0986;UTM  15      - 3,314,430.923   407,878.519   MT  0.99970470   -0 28 36.4
 AV0986
 AV0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0986!SPC TXSC     -   1.00000414  x   0.99992206  =   0.99992620
 AV0986!SPC TX C     -   1.00000414  x   1.00004637  =   1.00005051
 AV0986!UTM  15      -   1.00000414  x   0.99970470  =   0.99970884
 AV0986
 AV0986                          SUPERSEDED SURVEY CONTROL
 AV0986
 AV0986  ELLIP H (02/16/96)  -26.28   (m)                       GP(       ) 5 1
 AV0986  NAD 83(1993)-  29 57 26.07745(N)    093 57 16.96768(W) AD(       ) 1
 AV0986  ELLIP H (01/21/93)  -26.26   (m)                       GP(       ) 4 2
 AV0986  NAD 83(1986)-  29 57 26.09721(N)    093 57 16.94725(W) AD(       ) 1
 AV0986  NGVD 29 (12/24/91)    1.1    (m)            4.     (f) GPS OBS        
 AV0986
 AV0986.Superseded values are not recommended for survey control.
 AV0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0986.See file dsdata.txt to determine how the superseded data were derived.
 AV0986
 AV0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0787914431(NAD 83)
 AV0986_MARKER: DH = HORIZONTAL CONTROL DISK
 AV0986_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AV0986_SP_SET: TOP OF CONCRETE MANHOLE VAULT
 AV0986_STAMPING: JCAD 24
 AV0986_MARK LOGO: JCAD  
 AV0986_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0986+STABILITY: SURFACE MOTION
 AV0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0986+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 AV0986
 AV0986  HISTORY     - Date     Condition        Report By
 AV0986  HISTORY     - 1990     MONUMENTED       MERRIC
 AV0986  HISTORY     - 20041128 GOOD             USPSQD
 AV0986  HISTORY     - 20051219 GOOD             USPSQD
 AV0986
 AV0986                          STATION DESCRIPTION
 AV0986
 AV0986'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0986'IN PORT NECHES, FROM THE INTERSECTION OF STATE HIGHWAY 347 AND FARM
 AV0986'ROAD 365, PROCEED SOUTHEAST ON STATE HIGHWAY 347 FOR 1.5 MILES TO THE
 AV0986'INTERSECTION WITH SABA LANE, TURN LEFT AND GO 0.4 MILES TO THE
 AV0986'INTERSECTION WITH MEADOWGREEN DRIVE AND THE STATION ON THE LEFT.  THE
 AV0986'STATION IS LOCATED 17.7 FEET NORTH OF THE CENTERLINE OF MEADOWGREEN
 AV0986'DRIVE, AND 39 FEET WEST OF THE CENTERLINE OF SABA LANE.  CONTROL POINT
 AV0986'IS FLUSH WITH THE SURROUNDING GROUND.
 AV0986
 AV0986                          STATION RECOVERY (2004)
 AV0986
 AV0986'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0986'EXACT GP.
 AV0986
 AV0986                          STATION RECOVERY (2005)
 AV0986
 AV0986'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AV0986'FOUND AS DESCRIBED. NO STORM DAMAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0987 ***********************************************************************
 AV0987  DESIGNATION -  JCAD 25
 AV0987  PID         -  AV0987
 AV0987  STATE/COUNTY-  TX/JEFFERSON
 AV0987  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0987
 AV0987                         *CURRENT SURVEY CONTROL
 AV0987  ___________________________________________________________________
 AV0987* NAD 83(1993)-  29 56 28.67598(N)    093 58 02.21880(W)     ADJUSTED  
 AV0987* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 AV0987  ___________________________________________________________________
 AV0987  X           -    -382,705.894 (meters)                     COMP
 AV0987  Y           -  -5,518,229.430 (meters)                     COMP
 AV0987  Z           -   3,164,723.535 (meters)                     COMP
 AV0987  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AV0987  ELLIP HEIGHT-         -26.43  (meters)          (06/17/02) GPS OBS
 AV0987  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AV0987
 AV0987  HORZ ORDER  -  FIRST
 AV0987  ELLP ORDER  -  FIFTH     CLASS I
 AV0987
 AV0987.The horizontal coordinates were established by GPS observations
 AV0987.and adjusted by the National Geodetic Survey in February 1996..
 AV0987
 AV0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0987
 AV0987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0987
 AV0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0987
 AV0987.The ellipsoidal height was determined by GPS observations
 AV0987.and is referenced to NAD 83.
 AV0987
 AV0987.The geoid height was determined by GEOID03.
 AV0987
 AV0987;                    North         East     Units Scale Factor Converg.
 AV0987;SPC TXSC     - 4,244,074.148 1,085,684.428   MT  0.99991908   +2 27 56.1
 AV0987;SPC TXSC     -13,924,099.93  3,561,949.66   sFT  0.99991908   +2 27 56.1
 AV0987;SPC TX C     - 3,048,027.795 1,314,293.875   MT  1.00005143   +3 16 44.0
 AV0987;SPC TX C     -10,000,071.19  4,311,979.15   sFT  1.00005143   +3 16 44.0
 AV0987;UTM  15      - 3,312,674.134   406,650.695   MT  0.99970751   -0 28 58.1
 AV0987
 AV0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0987!SPC TXSC     -   1.00000415  x   0.99991908  =   0.99992323
 AV0987!SPC TX C     -   1.00000415  x   1.00005143  =   1.00005558
 AV0987!UTM  15      -   1.00000415  x   0.99970751  =   0.99971166
 AV0987
 AV0987                          SUPERSEDED SURVEY CONTROL
 AV0987
 AV0987  ELLIP H (02/16/96)  -26.36   (m)                       GP(       ) 5 1
 AV0987  NAD 83(1993)-  29 56 28.67542(N)    093 58 02.21886(W) AD(       ) 1
 AV0987  ELLIP H (01/21/93)  -26.34   (m)                       GP(       ) 4 2
 AV0987  NAD 83(1986)-  29 56 28.69518(N)    093 58 02.19846(W) AD(       ) 1
 AV0987  NGVD 29 (12/24/91)    1.0    (m)            3.     (f) GPS OBS        
 AV0987
 AV0987.Superseded values are not recommended for survey control.
 AV0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0987.See file dsdata.txt to determine how the superseded data were derived.
 AV0987
 AV0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0665112674(NAD 83)
 AV0987_MARKER: DH = HORIZONTAL CONTROL DISK
 AV0987_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AV0987_SP_SET: TOP OF CONCRETE INLET BOX
 AV0987_STAMPING: JCAD 25
 AV0987_MARK LOGO: JCAD  
 AV0987_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0987+STABILITY: SURFACE MOTION
 AV0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0987+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 AV0987
 AV0987  HISTORY     - Date     Condition        Report By
 AV0987  HISTORY     - 1990     MONUMENTED       MERRIC
 AV0987  HISTORY     - 20041128 GOOD             USPSQD
 AV0987  HISTORY     - 20050821 GOOD             GEOCAC
 AV0987  HISTORY     - 20051219 GOOD             USPSQD
 AV0987
 AV0987                          STATION DESCRIPTION
 AV0987
 AV0987'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0987'IN PORT ARTHUR, FROM THE INTERSECTION OF STATE HIGHWAY 347 AND FARM
 AV0987'ROAD 365, PROCEED SOUTHEAST ON STATE HIGHWAY 347 FOR 1.0 MILES TO THE
 AV0987'INTERSECTION WITH 75TH STREET, TURN RIGHT AND GO 0.9 MILES TO THE
 AV0987'INTERSECTION WITH 9TH AVEENUE, TURN LEFT AND GO 0.6 MILES TO LAKE
 AV0987'ARTHUR DRIVE AND THE STATION ON THE LEFT.  THE MARKER IS LOCATED ON
 AV0987'THE TOP NORTHEAST CORNER OF A CONCRETE INLET BOX AT THE NORTHEAST
 AV0987'CORNER OF 9TH AVENUE AND LAKE ARTHUR DRIVE.  CONTROL POINT IS FLUSH
 AV0987'WITH THE SURROUNDING GROUND.
 AV0987
 AV0987                          STATION RECOVERY (2004)
 AV0987
 AV0987'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0987'VERY EXACT ON GP
 AV0987
 AV0987                          STATION RECOVERY (2005)
 AV0987
 AV0987'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 AV0987'MARKER IS NORTHEAST OF 9TH AVENUE AND SOUTHEAST OF LAKE ARTHUR DRIVE
 AV0987'ON THE SOUTH CORNER OF THE INLET BOX
 AV0987
 AV0987                          STATION RECOVERY (2005)
 AV0987
 AV0987'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AV0987'FOUND AS DESCRIBED. NO STORM DAMAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0988 ***********************************************************************
 AV0988  DESIGNATION -  JCAD 26
 AV0988  PID         -  AV0988
 AV0988  STATE/COUNTY-  TX/JEFFERSON
 AV0988  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0988
 AV0988                         *CURRENT SURVEY CONTROL
 AV0988  ___________________________________________________________________
 AV0988* NAD 83(1993)-  29 56 38.24480(N)    093 55 29.58259(W)     ADJUSTED  
 AV0988* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 AV0988  ___________________________________________________________________
 AV0988  X           -    -378,612.360 (meters)                     COMP
 AV0988  Y           -  -5,518,366.346 (meters)                     COMP
 AV0988  Z           -   3,164,979.974 (meters)                     COMP
 AV0988  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AV0988  ELLIP HEIGHT-         -24.18  (meters)          (06/17/02) GPS OBS
 AV0988  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AV0988
 AV0988  HORZ ORDER  -  FIRST
 AV0988  ELLP ORDER  -  FIFTH     CLASS I
 AV0988
 AV0988.The horizontal coordinates were established by GPS observations
 AV0988.and adjusted by the National Geodetic Survey in February 1996..
 AV0988
 AV0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0988
 AV0988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0988
 AV0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0988
 AV0988.The ellipsoidal height was determined by GPS observations
 AV0988.and is referenced to NAD 83.
 AV0988
 AV0988.The geoid height was determined by GEOID03.
 AV0988
 AV0988;                    North         East     Units Scale Factor Converg.
 AV0988;SPC TXSC     - 4,244,545.310 1,089,760.817   MT  0.99991958   +2 29 10.9
 AV0988;SPC TXSC     -13,925,645.74  3,575,323.61   sFT  0.99991958   +2 29 10.9
 AV0988;SPC TX C     - 3,048,556.878 1,318,363.696   MT  1.00005058   +3 18 02.6
 AV0988;SPC TX C     -10,001,807.02  4,325,331.56   sFT  1.00005058   +3 18 02.6
 AV0988;UTM  15      - 3,312,934.952   410,745.035   MT  0.99969829   -0 27 42.1
 AV0988
 AV0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0988!SPC TXSC     -   1.00000380  x   0.99991958  =   0.99992338
 AV0988!SPC TX C     -   1.00000380  x   1.00005058  =   1.00005438
 AV0988!UTM  15      -   1.00000380  x   0.99969829  =   0.99970209
 AV0988
 AV0988:                Primary Azimuth Mark                     Grid Az
 AV0988:SPC TXSC     -  JCAD 27                                  108 53 16.8
 AV0988:SPC TX C     -  JCAD 27                                  108 04 25.1
 AV0988:UTM  15      -  JCAD 27                                  111 50 09.8
 AV0988
 AV0988|---------------------------------------------------------------------|
 AV0988| PID    Reference Object                     Distance      Geod. Az  |
 AV0988|                                                           dddmmss.s |
 AV0988| AV0989 JCAD 27                             APPROX. 1.2 KM 1112227.7 |
 AV0988|---------------------------------------------------------------------|
 AV0988
 AV0988                          SUPERSEDED SURVEY CONTROL
 AV0988
 AV0988  ELLIP H (02/16/96)  -24.11   (m)                       GP(       ) 5 1
 AV0988  NAD 83(1993)-  29 56 38.24432(N)    093 55 29.58261(W) AD(       ) 1
 AV0988  ELLIP H (01/21/93)  -24.09   (m)                       GP(       ) 4 2
 AV0988  NAD 83(1986)-  29 56 38.26413(N)    093 55 29.56221(W) AD(       ) 1
 AV0988  NGVD 29 (12/24/91)    3.3    (m)           11.     (f) GPS OBS        
 AV0988
 AV0988.Superseded values are not recommended for survey control.
 AV0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0988.See file dsdata.txt to determine how the superseded data were derived.
 AV0988
 AV0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1074512935(NAD 83)
 AV0988_MARKER: DH = HORIZONTAL CONTROL DISK
 AV0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0988_SP_SET: CONCRETE POST
 AV0988_STAMPING: JCAD 26
 AV0988_MARK LOGO: JCAD  
 AV0988_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0988+STABILITY: SURFACE MOTION
 AV0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0988+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 AV0988
 AV0988  HISTORY     - Date     Condition        Report By
 AV0988  HISTORY     - 1990     MONUMENTED       MERRIC
 AV0988  HISTORY     - 20041128 GOOD             USPSQD
 AV0988  HISTORY     - 20051219 GOOD             USPSQD
 AV0988
 AV0988                          STATION DESCRIPTION
 AV0988
 AV0988'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0988'IN GROVES, FROM THE INTERSECTION OF STATE HIGHWAY 73 AND 39TH STREET,
 AV0988'PROCEED NORTHEAST ON 39TH STREET TO THE INTERSECTION WITH GULF STREET,
 AV0988'TURN LEFT AND GO 0.1 MILES TO THE INTERSECTION WITH WASHINGTON BLVD,
 AV0988'TURN LEFT AND GO 0.1 MILES TO THE GROVES SENIOR CITIZENS BUILDING ON
 AV0988'THE RIGHT.  THE STATION IS APPROX 70 FEET NORTH OF THE NORTH CORNER OF
 AV0988'THE PARKING LOT AT THE SENIOR CITIZENS BUILDING.  THE MARKER IS 80.38
 AV0988'FEET NORTHEAST OF A CHISELED CROSS ON THE NORTH CORNER OF A CONCRETE
 AV0988'PAD AT THE NORTH END OF THE ASPHALT PARKING LOT, AND 104.89 FEET
 AV0988'NORTHEAST OF A CHISELED CROSS ON THE NORTHEAST CORNER OF A CONCRETE
 AV0988'PICNIC TABLE PAD.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 AV0988
 AV0988                          STATION RECOVERY (2004)
 AV0988
 AV0988'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0988'RECOVERED IN GOOD CONDITION.
 AV0988
 AV0988                          STATION RECOVERY (2005)
 AV0988
 AV0988'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AV0988'FOUND AS DESCRIBED. NO STORM DAMAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0989 ***********************************************************************
 AV0989  DESIGNATION -  JCAD 27
 AV0989  PID         -  AV0989
 AV0989  STATE/COUNTY-  TX/JEFFERSON
 AV0989  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0989
 AV0989                         *CURRENT SURVEY CONTROL
 AV0989  ___________________________________________________________________
 AV0989* NAD 83(1993)-  29 56 23.49379(N)    093 54 46.31329(W)     ADJUSTED  
 AV0989* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 AV0989  ___________________________________________________________________
 AV0989  X           -    -377,470.130 (meters)                     COMP
 AV0989  Y           -  -5,518,670.738 (meters)                     COMP
 AV0989  Z           -   3,164,585.755 (meters)                     COMP
 AV0989  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AV0989  ELLIP HEIGHT-         -25.44  (meters)          (06/17/02) GPS OBS
 AV0989  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AV0989
 AV0989  HORZ ORDER  -  FIRST
 AV0989  ELLP ORDER  -  FIFTH     CLASS I
 AV0989
 AV0989.The horizontal coordinates were established by GPS observations
 AV0989.and adjusted by the National Geodetic Survey in February 1996..
 AV0989
 AV0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0989
 AV0989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0989
 AV0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0989
 AV0989.The ellipsoidal height was determined by GPS observations
 AV0989.and is referenced to NAD 83.
 AV0989
 AV0989.The geoid height was determined by GEOID03.
 AV0989
 AV0989;                    North         East     Units Scale Factor Converg.
 AV0989;SPC TXSC     - 4,244,141.956 1,090,939.722   MT  0.99991882   +2 29 32.1
 AV0989;SPC TXSC     -13,924,322.40  3,579,191.40   sFT  0.99991882   +2 29 32.1
 AV0989;SPC TX C     - 3,048,170.272 1,319,548.373   MT  1.00005189   +3 18 24.9
 AV0989;SPC TX C     -10,000,538.63  4,329,218.29   sFT  1.00005189   +3 18 24.9
 AV0989;UTM  15      - 3,312,471.604   411,901.379   MT  0.99969576   -0 27 20.3
 AV0989
 AV0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0989!SPC TXSC     -   1.00000400  x   0.99991882  =   0.99992282
 AV0989!SPC TX C     -   1.00000400  x   1.00005189  =   1.00005589
 AV0989!UTM  15      -   1.00000400  x   0.99969576  =   0.99969975
 AV0989
 AV0989:                Primary Azimuth Mark                     Grid Az
 AV0989:SPC TXSC     -  JCAD 26                                  288 53 17.2
 AV0989:SPC TX C     -  JCAD 26                                  288 04 24.4
 AV0989:UTM  15      -  JCAD 26                                  291 50 09.6
 AV0989
 AV0989|---------------------------------------------------------------------|
 AV0989| PID    Reference Object                     Distance      Geod. Az  |
 AV0989|                                                           dddmmss.s |
 AV0989| AV0988 JCAD 26                             APPROX. 1.2 KM 2912249.3 |
 AV0989|---------------------------------------------------------------------|
 AV0989
 AV0989                          SUPERSEDED SURVEY CONTROL
 AV0989
 AV0989  ELLIP H (02/16/96)  -25.37   (m)                       GP(       ) 5 1
 AV0989  NAD 83(1993)-  29 56 23.49331(N)    093 54 46.31330(W) AD(       ) 1
 AV0989  ELLIP H (01/21/93)  -25.35   (m)                       GP(       ) 4 2
 AV0989  NAD 83(1986)-  29 56 23.51312(N)    093 54 46.29289(W) AD(       ) 1
 AV0989  NGVD 29 (12/24/91)    2.0    (m)            7.     (f) GPS OBS        
 AV0989
 AV0989.Superseded values are not recommended for survey control.
 AV0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0989.See file dsdata.txt to determine how the superseded data were derived.
 AV0989
 AV0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1190112472(NAD 83)
 AV0989_MARKER: DH = HORIZONTAL CONTROL DISK
 AV0989_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AV0989_SP_SET: TOP OF CONCRETE INLET BOX
 AV0989_STAMPING: JCAD 27
 AV0989_MARK LOGO: JCAD  
 AV0989_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0989+STABILITY: SURFACE MOTION
 AV0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0989+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 AV0989
 AV0989  HISTORY     - Date     Condition        Report By
 AV0989  HISTORY     - 1990     MONUMENTED       MERRIC
 AV0989  HISTORY     - 20030204 GOOD             USPSQD
 AV0989  HISTORY     - 20041128 GOOD             USPSQD
 AV0989  HISTORY     - 20051219 GOOD             USPSQD
 AV0989
 AV0989                          STATION DESCRIPTION
 AV0989
 AV0989'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0989'IN GROVES, FROM THE INTERSECTION OF THE SOUTH FRONTAGE ROAD OF STATE
 AV0989'HIGHWAY 73 AND MAIN AVENUE, PROCEED SOUTHEAST ON MAIN AVENUE FOR
 AV0989'APPROX 150 FEET TO THE STATION ON THE RIGHT.  THE MARKER IS ON TOP OF
 AV0989'A CONCRETE INLET BOX AND 75 FEET NORTHWEST OF A WOODEN UTILITY POLE.
 AV0989'CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 AV0989
 AV0989                          STATION RECOVERY (2003)
 AV0989
 AV0989'RECOVERY NOTE BY US POWER SQUADRON 2003 (DLC)
 AV0989'RECOVERED IN GOOD CONDITION.
 AV0989
 AV0989                          STATION RECOVERY (2004)
 AV0989
 AV0989'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0989'VERY EXACT ON GP
 AV0989
 AV0989                          STATION RECOVERY (2005)
 AV0989
 AV0989'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AV0989'FOUND AS DESCRIBED. NO STORM DAMAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0990 ***********************************************************************
 AV0990  DESIGNATION -  JCAD 28
 AV0990  PID         -  AV0990
 AV0990  STATE/COUNTY-  TX/JEFFERSON
 AV0990  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0990
 AV0990                         *CURRENT SURVEY CONTROL
 AV0990  ___________________________________________________________________
 AV0990* NAD 83(1993)-  29 57 33.44317(N)    093 52 34.06879(W)     ADJUSTED  
 AV0990* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 AV0990  ___________________________________________________________________
 AV0990  X           -    -373,859.064 (meters)                     COMP
 AV0990  Y           -  -5,517,837.877 (meters)                     COMP
 AV0990  Z           -   3,166,451.498 (meters)                     COMP
 AV0990  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AV0990  ELLIP HEIGHT-         -26.48  (meters)          (06/17/02) GPS OBS
 AV0990  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AV0990
 AV0990  HORZ ORDER  -  FIRST
 AV0990  ELLP ORDER  -  FIFTH     CLASS I
 AV0990
 AV0990.The horizontal coordinates were established by GPS observations
 AV0990.and adjusted by the National Geodetic Survey in February 1996..
 AV0990
 AV0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0990
 AV0990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0990
 AV0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0990
 AV0990.The ellipsoidal height was determined by GPS observations
 AV0990.and is referenced to NAD 83.
 AV0990
 AV0990.The geoid height was determined by GEOID03.
 AV0990
 AV0990;                    North         East     Units Scale Factor Converg.
 AV0990;SPC TXSC     - 4,246,448.369 1,094,388.245   MT  0.99992245   +2 30 36.9
 AV0990;SPC TXSC     -13,931,889.36  3,590,505.43   sFT  0.99992245   +2 30 36.9
 AV0990;SPC TX C     - 3,050,525.813 1,322,964.173   MT  1.00004573   +3 19 33.0
 AV0990;SPC TX C     -10,008,266.77  4,340,424.96   sFT  1.00004573   +3 19 33.0
 AV0990;UTM  15      - 3,314,597.132   415,463.136   MT  0.99968817   -0 26 15.2
 AV0990
 AV0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0990!SPC TXSC     -   1.00000416  x   0.99992245  =   0.99992661
 AV0990!SPC TX C     -   1.00000416  x   1.00004573  =   1.00004989
 AV0990!UTM  15      -   1.00000416  x   0.99968817  =   0.99969233
 AV0990
 AV0990                          SUPERSEDED SURVEY CONTROL
 AV0990
 AV0990  ELLIP H (02/16/96)  -26.41   (m)                       GP(       ) 5 1
 AV0990  NAD 83(1993)-  29 57 33.44269(N)    093 52 34.06881(W) AD(       ) 1
 AV0990  ELLIP H (01/21/93)  -26.39   (m)                       GP(       ) 4 2
 AV0990  NAD 83(1986)-  29 57 33.46250(N)    093 52 34.04837(W) AD(       ) 1
 AV0990  NGVD 29 (12/24/91)    1.0    (m)            3.     (f) GPS OBS        
 AV0990
 AV0990.Superseded values are not recommended for survey control.
 AV0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0990.See file dsdata.txt to determine how the superseded data were derived.
 AV0990
 AV0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1546314597(NAD 83)
 AV0990_MARKER: DH = HORIZONTAL CONTROL DISK
 AV0990_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AV0990_SP_SET: TOP OF CONCRETE CULVERT HEADWA
 AV0990_STAMPING: JCAD 28
 AV0990_MARK LOGO: JCAD  
 AV0990_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0990+STABILITY: SURFACE MOTION
 AV0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0990+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 AV0990
 AV0990  HISTORY     - Date     Condition        Report By
 AV0990  HISTORY     - 1990     MONUMENTED       MERRIC
 AV0990  HISTORY     - 20041128 GOOD             USPSQD
 AV0990  HISTORY     - 20051219 GOOD             USPSQD
 AV0990
 AV0990                          STATION DESCRIPTION
 AV0990
 AV0990'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0990'THE STATION IS LOCATED 1.0 MILES NORTHEAST OF GROVES IN THE MEDIAN OF
 AV0990'STATE HIGHWAY 87, ABOUT 1.0 MILES SOUTH OF THE BRIDGE OVER THE NECHES
 AV0990'RIVER, 0.1 MILES NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 87 AND
 AV0990'OLD FERRY ROAD, AND 0.1 MILES OF WHERE STATE HIGHWAY 87 NARROWS TO A
 AV0990'TWO LANE ROAD WITH NO MEDIAN.  THE MARKER IS 101 FEET NORTHWEST OF A
 AV0990'UTILITY POLE ON THE EAST SIDE OF STATE HIGHWAY 87, AND 98.75 FEET
 AV0990'NORTH OF A CHISELED CROSS AT THE BASE OF A MEDIAN LIGHT POLE.  CONTROL
 AV0990'POINT PROJECTS ABOUT 1 FOOT FROM THE SURROUNDING GROUND.
 AV0990
 AV0990                          STATION RECOVERY (2004)
 AV0990
 AV0990'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0990'EXACT GP.
 AV0990
 AV0990                          STATION RECOVERY (2005)
 AV0990
 AV0990'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AV0990'FOUND AS DESCRIBED. NO STORM DAMAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0991 ***********************************************************************
 AV0991  DESIGNATION -  JCAD 29
 AV0991  PID         -  AV0991
 AV0991  STATE/COUNTY-  TX/JEFFERSON
 AV0991  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0991
 AV0991                         *CURRENT SURVEY CONTROL
 AV0991  ___________________________________________________________________
 AV0991* NAD 83(1993)-  29 54 30.82341(N)    093 55 18.80585(W)     ADJUSTED  
 AV0991* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 AV0991  ___________________________________________________________________
 AV0991  X           -    -378,457.838 (meters)                     COMP
 AV0991  Y           -  -5,520,337.740 (meters)                     COMP
 AV0991  Z           -   3,161,578.875 (meters)                     COMP
 AV0991  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AV0991  ELLIP HEIGHT-         -25.56  (meters)          (06/17/02) GPS OBS
 AV0991  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AV0991
 AV0991  HORZ ORDER  -  FIRST
 AV0991  ELLP ORDER  -  FIFTH     CLASS I
 AV0991
 AV0991.The horizontal coordinates were established by GPS observations
 AV0991.and adjusted by the National Geodetic Survey in February 1996..
 AV0991
 AV0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0991
 AV0991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0991
 AV0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0991
 AV0991.The ellipsoidal height was determined by GPS observations
 AV0991.and is referenced to NAD 83.
 AV0991
 AV0991.The geoid height was determined by GEOID03.
 AV0991
 AV0991;                    North         East     Units Scale Factor Converg.
 AV0991;SPC TXSC     - 4,240,638.317 1,090,219.815   MT  0.99991321   +2 29 16.2
 AV0991;SPC TXSC     -13,912,827.55  3,576,829.51   sFT  0.99991321   +2 29 16.2
 AV0991;SPC TX C     - 3,044,656.257 1,318,878.253   MT  1.00006205   +3 18 08.2
 AV0991;SPC TX C     - 9,989,009.74  4,327,019.74   sFT  1.00006205   +3 18 08.2
 AV0991;UTM  15      - 3,309,010.381   411,002.449   MT  0.99969772   -0 27 34.9
 AV0991
 AV0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0991!SPC TXSC     -   1.00000401  x   0.99991321  =   0.99991722
 AV0991!SPC TX C     -   1.00000401  x   1.00006205  =   1.00006606
 AV0991!UTM  15      -   1.00000401  x   0.99969772  =   0.99970173
 AV0991
 AV0991                          SUPERSEDED SURVEY CONTROL
 AV0991
 AV0991  ELLIP H (02/16/96)  -25.49   (m)                       GP(       ) 5 1
 AV0991  NAD 83(1993)-  29 54 30.82294(N)    093 55 18.80586(W) AD(       ) 1
 AV0991  ELLIP H (01/21/93)  -25.47   (m)                       GP(       ) 4 2
 AV0991  NAD 83(1986)-  29 54 30.84274(N)    093 55 18.78544(W) AD(       ) 1
 AV0991  NGVD 29 (12/24/91)    1.8    (m)            6.     (f) GPS OBS        
 AV0991
 AV0991.Superseded values are not recommended for survey control.
 AV0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0991.See file dsdata.txt to determine how the superseded data were derived.
 AV0991
 AV0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1100209010(NAD 83)
 AV0991_MARKER: DH = HORIZONTAL CONTROL DISK
 AV0991_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AV0991_SP_SET: TOP OF CONCRETE MANHOLE VAULT
 AV0991_STAMPING: JCAD 29
 AV0991_MARK LOGO: JCAD  
 AV0991_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0991+STABILITY: SURFACE MOTION
 AV0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0991+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 AV0991
 AV0991  HISTORY     - Date     Condition        Report By
 AV0991  HISTORY     - 1990     MONUMENTED       MERRIC
 AV0991  HISTORY     - 20041128 GOOD             USPSQD
 AV0991  HISTORY     - 20051219 GOOD             USPSQD
 AV0991
 AV0991                          STATION DESCRIPTION
 AV0991
 AV0991'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0991'IN PORT ARTHUR, THE STATION IS LOCATED AT THE SOUTH CORNER OF THE
 AV0991'INTERSECTION OF 9TH AVENUE AND DRYDEN ROAD IN PIONEER PARK, 17 FEET
 AV0991'SOUTHEAST OF DRYDEN ROAD, AND 75 FEET SOUTHWEST OF 9TH AVENUE.  THE
 AV0991'MARKER IS 13.65 FEET SOUTHEAST OF A CHISELED CROSS ON A CONCRETE INLET
 AV0991'BOX, AND 28 FEET NORTH OF A WOODEN UTILITY POLE.  CONTROL POINT IS
 AV0991'FLUSH WITH THE SURROUNDING GROUND.
 AV0991
 AV0991                          STATION RECOVERY (2004)
 AV0991
 AV0991'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0991'EXACT GP.
 AV0991
 AV0991                          STATION RECOVERY (2005)
 AV0991
 AV0991'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AV0991'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2353 ***********************************************************************
 BL2353  DESIGNATION -  JCAD 3
 BL2353  PID         -  BL2353
 BL2353  STATE/COUNTY-  TX/JEFFERSON
 BL2353  USGS QUAD   -  BEVIL OAKS (1984)
 BL2353
 BL2353                         *CURRENT SURVEY CONTROL
 BL2353  ___________________________________________________________________
 BL2353* NAD 83(1993)-  30 08 55.54843(N)    094 16 10.48697(W)     ADJUSTED  
 BL2353* NAVD 88     -         8.6    (meters)      28.     (feet)  VERTCON   
 BL2353  ___________________________________________________________________
 BL2353  X           -    -410,958.232 (meters)                     COMP
 BL2353  Y           -  -5,504,657.135 (meters)                     COMP
 BL2353  Z           -   3,184,635.064 (meters)                     COMP
 BL2353  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BL2353  ELLIP HEIGHT-         -19.03  (meters)          (06/17/02) GPS OBS
 BL2353  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL2353
 BL2353  HORZ ORDER  -  FIRST
 BL2353  ELLP ORDER  -  FIFTH     CLASS I
 BL2353
 BL2353.The horizontal coordinates were established by GPS observations
 BL2353.and adjusted by the National Geodetic Survey in February 1996..
 BL2353
 BL2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2353
 BL2353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2353
 BL2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2353
 BL2353.The ellipsoidal height was determined by GPS observations
 BL2353.and is referenced to NAD 83.
 BL2353
 BL2353.The geoid height was determined by GEOID03.
 BL2353
 BL2353;                    North         East     Units Scale Factor Converg.
 BL2353;SPC TXSC     - 4,265,834.358 1,055,597.663   MT  0.99996390   +2 19 03.0
 BL2353;SPC TXSC     -13,995,491.56  3,463,240.00   sFT  0.99996390   +2 19 03.0
 BL2353;SPC TX C     - 3,069,362.474 1,283,900.254   MT  0.99999159   +3 07 23.5
 BL2353;SPC TX C     -10,070,066.72  4,212,262.75   sFT  0.99999159   +3 07 23.5
 BL2353;UTM  15      - 3,335,950.174   377,730.023   MT  0.99978444   -0 38 15.8
 BL2353
 BL2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2353!SPC TXSC     -   1.00000299  x   0.99996390  =   0.99996689
 BL2353!SPC TX C     -   1.00000299  x   0.99999159  =   0.99999458
 BL2353!UTM  15      -   1.00000299  x   0.99978444  =   0.99978743
 BL2353
 BL2353                          SUPERSEDED SURVEY CONTROL
 BL2353
 BL2353  ELLIP H (02/16/96)  -18.95   (m)                       GP(       ) 5 1
 BL2353  NAD 83(1993)-  30 08 55.54793(N)    094 16 10.48722(W) AD(       ) 1
 BL2353  ELLIP H (01/21/93)  -18.93   (m)                       GP(       ) 4 2
 BL2353  NAD 83(1986)-  30 08 55.56775(N)    094 16 10.46829(W) AD(       ) 1
 BL2353  NGVD 29 (12/24/91)    8.6    (m)           28.     (f) GPS OBS        
 BL2353
 BL2353.Superseded values are not recommended for survey control.
 BL2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2353.See file dsdata.txt to determine how the superseded data were derived.
 BL2353
 BL2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7773035950(NAD 83)
 BL2353_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2353_SP_SET: CONCRETE POST
 BL2353_STAMPING: JCAD 3
 BL2353_MARK LOGO: JCAD  
 BL2353_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2353+STABILITY: SURFACE MOTION
 BL2353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2353+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BL2353
 BL2353  HISTORY     - Date     Condition        Report By
 BL2353  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2353  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 BL2353
 BL2353                          STATION DESCRIPTION
 BL2353
 BL2353'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2353'IN BEVIL OAKS, FROM THE INTERSECTION OF STATE HIGHWAY 105 AND SWEETGUM
 BL2353'ROAD, PROCEED NORTH ON SWEETGUM ROAD 1.0 MILES TO RIVER OAK BLVD AND
 BL2353'THE STATION ON THE LEFT.  THE MARKER IS APPROX 35 FEET NORTH OF RIVER
 BL2353'OAK BLVD, APPROX 70 FEET WEST OF SWEETGUM ROAD, 46.4 FEET SOUTHWEST OF
 BL2353'A UTILITY POLE, AND 49.7 FEET NORTHWEST OF A FIRE HYDRANT.  CONTROL
 BL2353'POINT IS FLUSH WITH THE SURROUNDING GROUND.
 BL2353
 BL2353                          STATION RECOVERY (2005)
 BL2353
 BL2353'RECOVERY NOTE BY US POWER SQUADRON 2005 (JG)
 BL2353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0992 ***********************************************************************
 AV0992  DESIGNATION -  JCAD 30
 AV0992  PID         -  AV0992
 AV0992  STATE/COUNTY-  TX/JEFFERSON
 AV0992  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0992
 AV0992                         *CURRENT SURVEY CONTROL
 AV0992  ___________________________________________________________________
 AV0992* NAD 83(1993)-  29 53 26.95479(N)    093 55 01.80511(W)     ADJUSTED  
 AV0992* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 AV0992  ___________________________________________________________________
 AV0992  X           -    -378,069.825 (meters)                     COMP
 AV0992  Y           -  -5,521,347.171 (meters)                     COMP
 AV0992  Z           -   3,159,874.132 (meters)                     COMP
 AV0992  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0992  ELLIP HEIGHT-         -25.31  (meters)          (06/17/02) GPS OBS
 AV0992  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AV0992
 AV0992  HORZ ORDER  -  FIRST
 AV0992  ELLP ORDER  -  FIFTH     CLASS I
 AV0992
 AV0992.The horizontal coordinates were established by GPS observations
 AV0992.and adjusted by the National Geodetic Survey in February 1996..
 AV0992
 AV0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0992
 AV0992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0992
 AV0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0992
 AV0992.The ellipsoidal height was determined by GPS observations
 AV0992.and is referenced to NAD 83.
 AV0992
 AV0992.The geoid height was determined by GEOID03.
 AV0992
 AV0992;                    North         East     Units Scale Factor Converg.
 AV0992;SPC TXSC     - 4,238,693.517 1,090,760.850   MT  0.99991017   +2 29 24.5
 AV0992;SPC TXSC     -13,906,446.98  3,578,604.56   sFT  0.99991017   +2 29 24.5
 AV0992;SPC TX C     - 3,042,719.048 1,319,446.966   MT  1.00006794   +3 18 16.9
 AV0992;SPC TX C     - 9,982,654.08  4,328,885.59   sFT  1.00006794   +3 18 16.9
 AV0992;SPC LA S     -   156,978.127   750,462.175   MT  0.99992758   -1 17 31.0
 AV0992;SPC LA S     -   515,019.07  2,462,141.32   sFT  0.99992758   -1 17 31.0
 AV0992;UTM  15      - 3,307,040.757   411,442.674   MT  0.99969676   -0 27 25.6
 AV0992
 AV0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0992!SPC TXSC     -   1.00000398  x   0.99991017  =   0.99991414
 AV0992!SPC TX C     -   1.00000398  x   1.00006794  =   1.00007192
 AV0992!SPC LA S     -   1.00000398  x   0.99992758  =   0.99993155
 AV0992!UTM  15      -   1.00000398  x   0.99969676  =   0.99970073
 AV0992
 AV0992                          SUPERSEDED SURVEY CONTROL
 AV0992
 AV0992  ELLIP H (02/16/96)  -25.24   (m)                       GP(       ) 5 1
 AV0992  NAD 83(1993)-  29 53 26.95434(N)    093 55 01.80512(W) AD(       ) 1
 AV0992  ELLIP H (01/21/93)  -25.23   (m)                       GP(       ) 4 2
 AV0992  NAD 83(1986)-  29 53 26.97415(N)    093 55 01.78449(W) AD(       ) 1
 AV0992  NGVD 29 (12/24/91)    2.0    (m)            7.     (f) GPS OBS        
 AV0992
 AV0992.Superseded values are not recommended for survey control.
 AV0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0992.See file dsdata.txt to determine how the superseded data were derived.
 AV0992
 AV0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1144307041(NAD 83)
 AV0992_MARKER: DH = HORIZONTAL CONTROL DISK
 AV0992_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AV0992_SP_SET: TOP OF CONCRETE SEWER VAULT
 AV0992_STAMPING: JCAD 30
 AV0992_MARK LOGO: JCAD  
 AV0992_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0992+STABILITY: SURFACE MOTION
 AV0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0992+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 AV0992
 AV0992  HISTORY     - Date     Condition        Report By
 AV0992  HISTORY     - 1990     MONUMENTED       MERRIC
 AV0992  HISTORY     - 20041128 GOOD             USPSQD
 AV0992  HISTORY     - 20051219 GOOD             USPSQD
 AV0992
 AV0992                          STATION DESCRIPTION
 AV0992
 AV0992'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0992'IN PORT ARTHUR, THE STATION IS LOCATED AT THE NORTH CORNER OF THE
 AV0992'INTERSECTION OF WOODWORTH BOULEVARD AND PROCTOR STREET.  THE MARKER IS
 AV0992'49 FEET NORTHEAST OF THE END OF A CONCRETE MEDIAN ON WOODWORTH
 AV0992'BOULEVARD, AND 13 FEET NORTHWEST OF A TRAFFIC SIGNAL POLE.  CONTROL
 AV0992'POINT IS FLUSH WITH THE SURROUNDING GROUND.
 AV0992
 AV0992                          STATION RECOVERY (2004)
 AV0992
 AV0992'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0992'EXACT GP.
 AV0992
 AV0992                          STATION RECOVERY (2005)
 AV0992
 AV0992'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AV0992'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0993 ***********************************************************************
 AV0993  DESIGNATION -  JCAD 31
 AV0993  PID         -  AV0993
 AV0993  STATE/COUNTY-  TX/JEFFERSON
 AV0993  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0993
 AV0993                         *CURRENT SURVEY CONTROL
 AV0993  ___________________________________________________________________
 AV0993* NAD 83(1993)-  29 52 18.46846(N)    093 56 47.92421(W)     ADJUSTED  
 AV0993* NAVD 88     -         0.5    (meters)       2.     (feet)  VERTCON   
 AV0993  ___________________________________________________________________
 AV0993  X           -    -380,982.616 (meters)                     COMP
 AV0993  Y           -  -5,522,198.709 (meters)                     COMP
 AV0993  Z           -   3,158,044.893 (meters)                     COMP
 AV0993  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0993  ELLIP HEIGHT-         -26.87  (meters)          (06/17/02) GPS OBS
 AV0993  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AV0993
 AV0993  HORZ ORDER  -  FIRST
 AV0993  ELLP ORDER  -  FIFTH     CLASS I
 AV0993
 AV0993.The horizontal coordinates were established by GPS observations
 AV0993.and adjusted by the National Geodetic Survey in February 1996..
 AV0993
 AV0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0993
 AV0993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0993
 AV0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0993
 AV0993.The ellipsoidal height was determined by GPS observations
 AV0993.and is referenced to NAD 83.
 AV0993
 AV0993.The geoid height was determined by GEOID03.
 AV0993
 AV0993;                    North         East     Units Scale Factor Converg.
 AV0993;SPC TXSC     - 4,236,463.523 1,088,007.577   MT  0.99990701   +2 28 32.5
 AV0993;SPC TXSC     -13,899,130.74  3,569,571.53   sFT  0.99990701   +2 28 32.5
 AV0993;SPC LA S     -   154,934.569   747,567.742   MT  0.99992827   -1 18 24.1
 AV0993;SPC LA S     -   508,314.50  2,452,645.17   sFT  0.99992827   -1 18 24.1
 AV0993;UTM  15      - 3,304,955.711   408,578.982   MT  0.99970312   -0 28 17.5
 AV0993
 AV0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0993!SPC TXSC     -   1.00000422  x   0.99990701  =   0.99991123
 AV0993!SPC LA S     -   1.00000422  x   0.99992827  =   0.99993249
 AV0993!UTM  15      -   1.00000422  x   0.99970312  =   0.99970734
 AV0993
 AV0993                          SUPERSEDED SURVEY CONTROL
 AV0993
 AV0993  ELLIP H (02/16/96)  -26.81   (m)                       GP(       ) 5 1
 AV0993  NAD 83(1993)-  29 52 18.46808(N)    093 56 47.92424(W) AD(       ) 1
 AV0993  ELLIP H (01/21/93)  -26.79   (m)                       GP(       ) 4 2
 AV0993  NAD 83(1986)-  29 52 18.48774(N)    093 56 47.90350(W) AD(       ) 1
 AV0993  NGVD 29 (12/24/91)    0.5    (m)            2.     (f) GPS OBS        
 AV0993
 AV0993.Superseded values are not recommended for survey control.
 AV0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0993.See file dsdata.txt to determine how the superseded data were derived.
 AV0993
 AV0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0857904956(NAD 83)
 AV0993_MARKER: DH = HORIZONTAL CONTROL DISK
 AV0993_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AV0993_SP_SET: TOP OF CONCRETE MEDIAN PAVING
 AV0993_STAMPING: JCAD 31
 AV0993_MARK LOGO: JCAD  
 AV0993_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0993+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 AV0993
 AV0993  HISTORY     - Date     Condition        Report By
 AV0993  HISTORY     - 1990     MONUMENTED       MERRIC
 AV0993  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0993  HISTORY     - 20041128 GOOD             USPSQD
 AV0993  HISTORY     - 20051219 GOOD             USPSQD
 AV0993
 AV0993                          STATION DESCRIPTION
 AV0993
 AV0993'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0993'IN PORT ARTHUR, THE STATION IS LOCATED AT THE INTERSECTION OF WEST
 AV0993'THOMAS BOULEVARD AND JOE LOUIS AVENUE, NORTH OF JOE LOUIS AVENUE AT
 AV0993'THE RADIUS POINT OF A CONCRETE MEDIAN.  THE MARKER IS 37.08 FEET
 AV0993'SOUTHEAST OF A CHISELED CROSS ON AN INLET BOX AT THE NORTHWEST CORNER
 AV0993'OF WEST THOMAS AVENUE AND JOE LOUIS AVENUE, AND 39.00 FEET NORTHWEST
 AV0993'OF A CHISELED CROSS ON AN INLET BOX ON THE SOUTHEAST SIE OF WEST
 AV0993'THOMAS BOULEVARD.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 AV0993
 AV0993                          STATION RECOVERY (2002)
 AV0993
 AV0993'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0993'MARK NOT FOUND.
 AV0993
 AV0993                          STATION RECOVERY (2004)
 AV0993
 AV0993'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0993'EXACT GP.
 AV0993
 AV0993                          STATION RECOVERY (2005)
 AV0993
 AV0993'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AV0993'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0994 ***********************************************************************
 AV0994  DESIGNATION -  JCAD 32
 AV0994  PID         -  AV0994
 AV0994  STATE/COUNTY-  TX/JEFFERSON
 AV0994  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0994
 AV0994                         *CURRENT SURVEY CONTROL
 AV0994  ___________________________________________________________________
 AV0994* NAD 83(1993)-  29 52 04.30930(N)    093 55 44.43618(W)     ADJUSTED  
 AV0994* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 AV0994  ___________________________________________________________________
 AV0994  X           -    -379,297.860 (meters)                     COMP
 AV0994  Y           -  -5,522,533.936 (meters)                     COMP
 AV0994  Z           -   3,157,667.747 (meters)                     COMP
 AV0994  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AV0994  ELLIP HEIGHT-         -25.02  (meters)          (06/17/02) GPS OBS
 AV0994  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AV0994
 AV0994  HORZ ORDER  -  FIRST
 AV0994  ELLP ORDER  -  FIFTH     CLASS I
 AV0994
 AV0994.The horizontal coordinates were established by GPS observations
 AV0994.and adjusted by the National Geodetic Survey in February 1996..
 AV0994
 AV0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0994
 AV0994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0994
 AV0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0994
 AV0994.The ellipsoidal height was determined by GPS observations
 AV0994.and is referenced to NAD 83.
 AV0994
 AV0994.The geoid height was determined by GEOID03.
 AV0994
 AV0994;                    North         East     Units Scale Factor Converg.
 AV0994;SPC TXSC     - 4,236,101.705 1,089,728.492   MT  0.99990637   +2 29 03.6
 AV0994;SPC TXSC     -13,897,943.68  3,575,217.56   sFT  0.99990637   +2 29 03.6
 AV0994;SPC LA S     -   154,460.008   749,261.078   MT  0.99992842   -1 17 52.3
 AV0994;SPC LA S     -   506,757.54  2,458,200.72   sFT  0.99992842   -1 17 52.3
 AV0994;UTM  15      - 3,304,505.984   410,278.670   MT  0.99969932   -0 27 45.6
 AV0994
 AV0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0994!SPC TXSC     -   1.00000393  x   0.99990637  =   0.99991030
 AV0994!SPC LA S     -   1.00000393  x   0.99992842  =   0.99993235
 AV0994!UTM  15      -   1.00000393  x   0.99969932  =   0.99970325
 AV0994
 AV0994                          SUPERSEDED SURVEY CONTROL
 AV0994
 AV0994  ELLIP H (02/16/96)  -24.96   (m)                       GP(       ) 5 1
 AV0994  NAD 83(1993)-  29 52 04.30894(N)    093 55 44.43621(W) AD(       ) 1
 AV0994  ELLIP H (01/21/93)  -24.94   (m)                       GP(       ) 4 2
 AV0994  NAD 83(1986)-  29 52 04.32859(N)    093 55 44.41544(W) AD(       ) 1
 AV0994  NGVD 29 (12/24/91)    2.3    (m)            8.     (f) GPS OBS        
 AV0994
 AV0994.Superseded values are not recommended for survey control.
 AV0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0994.See file dsdata.txt to determine how the superseded data were derived.
 AV0994
 AV0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1027904506(NAD 83)
 AV0994_MARKER: DD = SURVEY DISK
 AV0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0994_SP_SET: CONCRETE POST
 AV0994_STAMPING: A-1
 AV0994_MARK LOGO: TX5430
 AV0994_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AV0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0994+STABILITY: SURFACE MOTION
 AV0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0994+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1990
 AV0994
 AV0994  HISTORY     - Date     Condition        Report By
 AV0994  HISTORY     - UNK      MONUMENTED
 AV0994  HISTORY     - 19900108 GOOD             MERRIC
 AV0994  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0994
 AV0994                          STATION DESCRIPTION
 AV0994
 AV0994'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0994'IN PORT ARTHUR, ON PLEASURE ISLAND, THE STATION IS LOCATED ON THE WEST
 AV0994'CORNER OF THE INTERSECTION OF T.B.ELLISON PARKWAY AND PLEASURE PIER
 AV0994'BOULEVARD.  THE MARKER IS 8.5 FEET NORTHWEST OF A WOODEN UTILITY POLE,
 AV0994'89.7 FEET SOUTHWEST OF A WOODEN UTILITY POLE ON THE NORTH SIDE OF
 AV0994'PLEASURE PIER BOULEVARD, AND 1.0 FEET WEST OF A METAL WITNESS POST.
 AV0994'CONTROL POINT IS 0.5 FEET BELOW THE SURROUNDING GROUND.
 AV0994
 AV0994                          STATION RECOVERY (2002)
 AV0994
 AV0994'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7048 ***********************************************************************
 AW7048  DESIGNATION -  JCAD 33
 AW7048  PID         -  AW7048
 AW7048  STATE/COUNTY-  TX/JEFFERSON
 AW7048  USGS QUAD   -  PORT ACRES (1993)
 AW7048
 AW7048                         *CURRENT SURVEY CONTROL
 AW7048  ___________________________________________________________________
 AW7048* NAD 83(1993)-  29 55 35.04556(N)    094 00 45.51101(W)     ADJUSTED  
 AW7048* NAVD 88     -         0.3    (meters)       1.     (feet)  VERTCON   
 AW7048  ___________________________________________________________________
 AW7048  X           -    -387,131.970 (meters)                     COMP
 AW7048  Y           -  -5,518,746.098 (meters)                     COMP
 AW7048  Z           -   3,163,292.069 (meters)                     COMP
 AW7048  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AW7048  ELLIP HEIGHT-         -27.18  (meters)          (06/17/02) GPS OBS
 AW7048  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW7048
 AW7048  HORZ ORDER  -  FIRST
 AW7048  ELLP ORDER  -  FIFTH     CLASS I
 AW7048
 AW7048.The horizontal coordinates were established by GPS observations
 AW7048.and adjusted by the National Geodetic Survey in February 1996..
 AW7048
 AW7048.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7048
 AW7048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7048
 AW7048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7048
 AW7048.The ellipsoidal height was determined by GPS observations
 AW7048.and is referenced to NAD 83.
 AW7048
 AW7048.The geoid height was determined by GEOID03.
 AW7048
 AW7048;                    North         East     Units Scale Factor Converg.
 AW7048;SPC TXSC     - 4,242,236.873 1,081,380.106   MT  0.99991637   +2 26 36.1
 AW7048;SPC TXSC     -13,918,072.14  3,547,827.90   sFT  0.99991637   +2 26 36.1
 AW7048;SPC TX C     - 3,046,129.392 1,310,015.465   MT  1.00005622   +3 15 19.9
 AW7048;SPC TX C     - 9,993,842.85  4,297,942.40   sFT  1.00005622   +3 15 19.9
 AW7048;UTM  15      - 3,311,061.030   402,258.465   MT  0.99971787   -0 30 18.8
 AW7048
 AW7048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7048!SPC TXSC     -   1.00000427  x   0.99991637  =   0.99992064
 AW7048!SPC TX C     -   1.00000427  x   1.00005622  =   1.00006049
 AW7048!UTM  15      -   1.00000427  x   0.99971787  =   0.99972214
 AW7048
 AW7048                          SUPERSEDED SURVEY CONTROL
 AW7048
 AW7048  ELLIP H (02/16/96)  -27.12   (m)                       GP(       ) 5 1
 AW7048  NAD 83(1993)-  29 55 35.04479(N)    094 00 45.51104(W) AD(       ) 1
 AW7048  ELLIP H (01/21/93)  -27.08   (m)                       GP(       ) 4 2
 AW7048  NAD 83(1986)-  29 55 35.06455(N)    094 00 45.49066(W) AD(       ) 1
 AW7048  NGVD 29 (12/24/91)    0.3    (m)            1.     (f) GPS OBS        
 AW7048
 AW7048.Superseded values are not recommended for survey control.
 AW7048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7048.See file dsdata.txt to determine how the superseded data were derived.
 AW7048
 AW7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0225811061(NAD 83)
 AW7048_MARKER: DD = SURVEY DISK
 AW7048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7048_SP_SET: CONCRETE POST
 AW7048_STAMPING: RESET 1-6-82
 AW7048_MARK LOGO: JCAD  
 AW7048_MAGNETIC: P = MARKER IS A STEEL PIPE
 AW7048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7048+STABILITY: SURFACE MOTION
 AW7048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7048+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1992
 AW7048
 AW7048  HISTORY     - Date     Condition        Report By
 AW7048  HISTORY     - UNK      MONUMENTED
 AW7048  HISTORY     - 19900108 GOOD             MERRIC
 AW7048  HISTORY     - 19921017 GOOD             NOS
 AW7048  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 AW7048
 AW7048                          STATION DESCRIPTION
 AW7048
 AW7048'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7048'IN PORT ARTHUR, TO REACH THE STATION FROM THE INTERSECTION OF WEST
 AW7048'PORT ARTHUR ROAD AND STATE HIGHWAY 365, GO 0.7 MILES NORTHEAST ON
 AW7048'STATE HIGHWAY 365 TO A CANAL CROSSING AND THE STATION ON THE RIGHT.
 AW7048'THE MARKER IS 60.5 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 AW7048'365, AND 34.5 FEET SOUTHWEST OF THE CENTERLINE OF A SHELL ROAD.
 AW7048'CONTROL POINT IS 0.5 FEET BELOW THE SURROUNDING GROUND.
 AW7048
 AW7048                          STATION RECOVERY (1992)
 AW7048
 AW7048'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AW7048'RECOVERED IN GOOD CONDITION.
 AW7048
 AW7048                          STATION RECOVERY (2004)
 AW7048
 AW7048'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW7048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7049 ***********************************************************************
 AW7049  DESIGNATION -  JCAD 34
 AW7049  PID         -  AW7049
 AW7049  STATE/COUNTY-  TX/JEFFERSON
 AW7049  USGS QUAD   -  PORT ACRES (1993)
 AW7049
 AW7049                         *CURRENT SURVEY CONTROL
 AW7049  ___________________________________________________________________
 AW7049* NAD 83(1993)-  29 53 57.18914(N)    094 01 25.97791(W)     ADJUSTED  
 AW7049* NAVD 88     -         0.4    (meters)       1.     (feet)  VERTCON   
 AW7049  ___________________________________________________________________
 AW7049  X           -    -388,320.128 (meters)                     COMP
 AW7049  Y           -  -5,520,169.047 (meters)                     COMP
 AW7049  Z           -   3,160,680.348 (meters)                     COMP
 AW7049  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW7049  ELLIP HEIGHT-         -27.07  (meters)          (06/17/02) GPS OBS
 AW7049  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AW7049
 AW7049  HORZ ORDER  -  FIRST
 AW7049  ELLP ORDER  -  FIFTH     CLASS I
 AW7049
 AW7049.The horizontal coordinates were established by GPS observations
 AW7049.and adjusted by the National Geodetic Survey in February 1996..
 AW7049
 AW7049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7049
 AW7049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7049
 AW7049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7049
 AW7049.The ellipsoidal height was determined by GPS observations
 AW7049.and is referenced to NAD 83.
 AW7049
 AW7049.The geoid height was determined by GEOID03.
 AW7049
 AW7049;                    North         East     Units Scale Factor Converg.
 AW7049;SPC TXSC     - 4,239,180.455 1,080,423.956   MT  0.99991160   +2 26 16.3
 AW7049;SPC TXSC     -13,908,044.54  3,544,690.93   sFT  0.99991160   +2 26 16.3
 AW7049;SPC TX C     - 3,043,059.280 1,309,102.592   MT  1.00006514   +3 14 59.1
 AW7049;SPC TX C     - 9,983,770.32  4,294,947.42   sFT  1.00006514   +3 14 59.1
 AW7049;UTM  15      - 3,308,058.424   401,146.583   MT  0.99972056   -0 30 37.5
 AW7049
 AW7049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7049!SPC TXSC     -   1.00000425  x   0.99991160  =   0.99991585
 AW7049!SPC TX C     -   1.00000425  x   1.00006514  =   1.00006939
 AW7049!UTM  15      -   1.00000425  x   0.99972056  =   0.99972481
 AW7049
 AW7049                          SUPERSEDED SURVEY CONTROL
 AW7049
 AW7049  ELLIP H (02/16/96)  -27.01   (m)                       GP(       ) 5 1
 AW7049  NAD 83(1993)-  29 53 57.18876(N)    094 01 25.97795(W) AD(       ) 1
 AW7049  ELLIP H (01/21/93)  -26.99   (m)                       GP(       ) 4 2
 AW7049  NAD 83(1986)-  29 53 57.20842(N)    094 01 25.95722(W) AD(       ) 1
 AW7049  NGVD 29 (12/24/91)    0.4    (m)            1.     (f) GPS OBS        
 AW7049
 AW7049.Superseded values are not recommended for survey control.
 AW7049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7049.See file dsdata.txt to determine how the superseded data were derived.
 AW7049
 AW7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0114708058(NAD 83)
 AW7049_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7049_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW7049_SP_SET: TOP OF CONCRETE INLET BOX
 AW7049_STAMPING: JCAD 34
 AW7049_MARK LOGO: JCAD  
 AW7049_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7049+STABILITY: SURFACE MOTION
 AW7049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7049+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW7049
 AW7049  HISTORY     - Date     Condition        Report By
 AW7049  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7049  HISTORY     - 20041009 GOOD             USPSQD
 AW7049  HISTORY     - 20060305 GOOD             USPSQD
 AW7049
 AW7049                          STATION DESCRIPTION
 AW7049
 AW7049'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7049'IN PORT ACRES, TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AW7049'HIGHWAY 365 AND WEST PORT ARTHUR ROAD, PROCEED WEST ON STATE HIGHWAY
 AW7049'365 0.9 MILES TO THE INTERSECTION WITH JADE AVENUE, TURN LEFT AND GO
 AW7049'1.0 MILES TO THE INTERSECTION WITH 61ST STREET, TURN LEFT AND GO 0.5
 AW7049'MILES TO THE STATION ON THE RIGHT.  THE MARKER IS 16.7 FEET SOUTH OF
 AW7049'THE CENTERLINE OF 61ST STREET, 34.5 FEET WEST OF THE CENTERLINE OF
 AW7049'GARNET AVENUE EXTENDED, 40.96 FEET SOUTH OF A CHISELED CROSS ON A
 AW7049'CONCRETE TELEPHONE BOX PAD, AND 65.20 FEET WEST OF A CHISELED CROSS ON
 AW7049'THE TOP SOUTHWEST FLANGE BOLT OF A FIRE HYDRANT.  CONTROL POINT IS
 AW7049'FLUSH WITH THE SURROUNDING GROUND.
 AW7049
 AW7049                          STATION RECOVERY (2004)
 AW7049
 AW7049'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW7049'RECOVERED IN GOOD CONDITION.
 AW7049
 AW7049                          STATION RECOVERY (2006)
 AW7049
 AW7049'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW7049'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7050 ***********************************************************************
 AW7050  DESIGNATION -  JCAD 35
 AW7050  PID         -  AW7050
 AW7050  STATE/COUNTY-  TX/JEFFERSON
 AW7050  USGS QUAD   -  BIG HILL BAYOU (1993)
 AW7050
 AW7050                         *CURRENT SURVEY CONTROL
 AW7050  ___________________________________________________________________
 AW7050* NAD 83(1993)-  29 51 20.76344(N)    094 06 01.68755(W)     ADJUSTED  
 AW7050* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 AW7050  ___________________________________________________________________
 AW7050  X           -    -395,870.158 (meters)                     COMP
 AW7050  Y           -  -5,522,039.979 (meters)                     COMP
 AW7050  Z           -   3,156,504.877 (meters)                     COMP
 AW7050  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW7050  ELLIP HEIGHT-         -25.12  (meters)          (06/17/02) GPS OBS
 AW7050  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW7050
 AW7050  HORZ ORDER  -  FIRST
 AW7050  ELLP ORDER  -  FIFTH     CLASS I
 AW7050
 AW7050.The horizontal coordinates were established by GPS observations
 AW7050.and adjusted by the National Geodetic Survey in February 1996..
 AW7050
 AW7050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7050
 AW7050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7050
 AW7050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7050
 AW7050.The ellipsoidal height was determined by GPS observations
 AW7050.and is referenced to NAD 83.
 AW7050
 AW7050.The geoid height was determined by GEOID03.
 AW7050
 AW7050;                    North         East     Units Scale Factor Converg.
 AW7050;SPC TXSC     - 4,234,056.311 1,073,235.957   MT  0.99990443   +2 24 01.2
 AW7050;SPC TXSC     -13,891,233.08  3,521,108.30   sFT  0.99990443   +2 24 01.2
 AW7050;UTM  15      - 3,303,311.617   393,705.867   MT  0.99973940   -0 32 52.4
 AW7050
 AW7050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7050!SPC TXSC     -   1.00000395  x   0.99990443  =   0.99990837
 AW7050!UTM  15      -   1.00000395  x   0.99973940  =   0.99974334
 AW7050
 AW7050                          SUPERSEDED SURVEY CONTROL
 AW7050
 AW7050  ELLIP H (02/16/96)  -25.06   (m)                       GP(       ) 5 1
 AW7050  NAD 83(1993)-  29 51 20.76316(N)    094 06 01.68765(W) AD(       ) 1
 AW7050  ELLIP H (01/21/93)  -25.05   (m)                       GP(       ) 4 2
 AW7050  NAD 83(1986)-  29 51 20.78262(N)    094 06 01.66624(W) AD(       ) 1
 AW7050  NGVD 29 (12/24/91)    2.3    (m)            8.     (f) GPS OBS        
 AW7050
 AW7050.Superseded values are not recommended for survey control.
 AW7050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7050.See file dsdata.txt to determine how the superseded data were derived.
 AW7050
 AW7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9370603312(NAD 83)
 AW7050_MARKER: DD = SURVEY DISK
 AW7050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7050_SP_SET: CONCRETE POST
 AW7050_MAGNETIC: P = MARKER IS A STEEL PIPE
 AW7050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7050+STABILITY: SURFACE MOTION
 AW7050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7050+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1990
 AW7050
 AW7050  HISTORY     - Date     Condition        Report By
 AW7050  HISTORY     - UNK      MONUMENTED
 AW7050  HISTORY     - 19900108 GOOD             MERRIC
 AW7050
 AW7050                          STATION DESCRIPTION
 AW7050
 AW7050'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7050'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 73 AND
 AW7050'WEST PORT ARTHUR ROAD, PROCEED WEST ON STATE HIGHWAY 73 6.4 MILES TO
 AW7050'THE LEFT.  THE MARKER IS 87.5 FEET SOUTH OF THE CENTERLINE OF STATE
 AW7050'HIGHWAY 73, AND 98 FEET EAST OF THE WEST ENTRANCE TO CHEMICAL WASTE
 AW7050'MANAGEMENT INC. PORT ARTHUR.  CONTROL POINT PROJECTS 2 FEET ABOVE THE
 AW7050'SURROUNDING GROUND,IN A CONCRETE FILLED STEEL PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7051 ***********************************************************************
 AW7051  DESIGNATION -  JCAD 38
 AW7051  PID         -  AW7051
 AW7051  STATE/COUNTY-  TX/JEFFERSON
 AW7051  USGS QUAD   -  CLAM LAKE (1993)
 AW7051
 AW7051                         *CURRENT SURVEY CONTROL
 AW7051  ___________________________________________________________________
 AW7051* NAD 83(1993)-  29 40 33.12870(N)    094 02 35.40481(W)     ADJUSTED  
 AW7051* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 AW7051  ___________________________________________________________________
 AW7051  X           -    -391,045.416 (meters)                     COMP
 AW7051  Y           -  -5,532,307.716 (meters)                     COMP
 AW7051  Z           -   3,139,194.057 (meters)                     COMP
 AW7051  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AW7051  ELLIP HEIGHT-         -26.04  (meters)          (06/17/02) GPS OBS
 AW7051  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW7051
 AW7051  HORZ ORDER  -  FIRST
 AW7051  ELLP ORDER  -  FIFTH     CLASS I
 AW7051
 AW7051.The horizontal coordinates were established by GPS observations
 AW7051.and adjusted by the National Geodetic Survey in February 1996..
 AW7051
 AW7051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7051
 AW7051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7051
 AW7051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7051
 AW7051.The ellipsoidal height was determined by GPS observations
 AW7051.and is referenced to NAD 83.
 AW7051
 AW7051.The geoid height was determined by GEOID03.
 AW7051
 AW7051;                    North         East     Units Scale Factor Converg.
 AW7051;SPC TXSC     - 4,214,368.110 1,079,612.080   MT  0.99988089   +2 25 42.3
 AW7051;SPC TXSC     -13,826,639.37  3,542,027.30   sFT  0.99988089   +2 25 42.3
 AW7051;UTM  15      - 3,283,324.870   399,060.649   MT  0.99972571   -0 30 59.4
 AW7051
 AW7051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7051!SPC TXSC     -   1.00000409  x   0.99988089  =   0.99988498
 AW7051!UTM  15      -   1.00000409  x   0.99972571  =   0.99972980
 AW7051
 AW7051                          SUPERSEDED SURVEY CONTROL
 AW7051
 AW7051  ELLIP H (02/16/96)  -25.98   (m)                       GP(       ) 5 1
 AW7051  NAD 83(1993)-  29 40 33.12843(N)    094 02 35.40483(W) AD(       ) 1
 AW7051  ELLIP H (01/21/93)  -25.97   (m)                       GP(       ) 4 2
 AW7051  NAD 83(1986)-  29 40 33.14847(N)    094 02 35.38392(W) AD(       ) 1
 AW7051  NGVD 29 (12/24/91)    1.1    (m)            4.     (f) GPS OBS        
 AW7051
 AW7051.Superseded values are not recommended for survey control.
 AW7051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7051.See file dsdata.txt to determine how the superseded data were derived.
 AW7051
 AW7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN9906183325(NAD 83)
 AW7051_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW7051_SP_SET: TOP OF CONCRETE FOUNDATION SLA
 AW7051_STAMPING: JCAD 38
 AW7051_MARK LOGO: JCAD  
 AW7051_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW7051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7051+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AW7051
 AW7051  HISTORY     - Date     Condition        Report By
 AW7051  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7051
 AW7051                          STATION DESCRIPTION
 AW7051
 AW7051'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7051'FROM THE INTERSECTION OF STATE HIGHWAY 87 AND FARM ROAD 3322 IN SABINE
 AW7051'PASS, PROCEED WEST ON STATE HIGHWAY 87 FOR 11.0 MILES TO THE ENTRANCE
 AW7051'TO SEA RIM STATE PARK, TURN LEFT AND GO 300 FEET TO A FORK IN THE
 AW7051'ROAD, BEAR LEFT AND GO 200 FEET TO THE STATION ON THE LEFT.  THE
 AW7051'MARKER IS ON A CONCRETE SLAB FOR THE SEWAGE PUMP, NORTH OF WOODEN
 AW7051'SCREEN FENCE.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7052 ***********************************************************************
 AW7052  DESIGNATION -  JCAD 39
 AW7052  PID         -  AW7052
 AW7052  STATE/COUNTY-  TX/JEFFERSON
 AW7052  USGS QUAD   -  MUD LAKE (1994)
 AW7052
 AW7052                         *CURRENT SURVEY CONTROL
 AW7052  ___________________________________________________________________
 AW7052* NAD 83(1993)-  29 33 42.19082(N)    094 21 13.78286(W)     ADJUSTED  
 AW7052* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 AW7052  ___________________________________________________________________
 AW7052  X           -    -421,510.790 (meters)                     COMP
 AW7052  Y           -  -5,536,342.687 (meters)                     COMP
 AW7052  Z           -   3,128,195.087 (meters)                     COMP
 AW7052  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW7052  ELLIP HEIGHT-         -24.70  (meters)          (06/17/02) GPS OBS
 AW7052  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW7052
 AW7052  HORZ ORDER  -  FIRST
 AW7052  ELLP ORDER  -  FIFTH     CLASS I
 AW7052
 AW7052.The horizontal coordinates were established by GPS observations
 AW7052.and adjusted by the National Geodetic Survey in February 1996..
 AW7052
 AW7052.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7052
 AW7052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7052
 AW7052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7052
 AW7052.The ellipsoidal height was determined by GPS observations
 AW7052.and is referenced to NAD 83.
 AW7052
 AW7052.The geoid height was determined by GEOID03.
 AW7052
 AW7052;                    North         East     Units Scale Factor Converg.
 AW7052;SPC TXSC     - 4,200,492.547 1,050,072.074   MT  0.99987105   +2 16 34.4
 AW7052;SPC TXSC     -13,781,115.96  3,445,111.46   sFT  0.99987105   +2 16 34.4
 AW7052;UTM  15      - 3,270,986.485   368,850.118   MT  0.99981223   -0 40 04.9
 AW7052
 AW7052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7052!SPC TXSC     -   1.00000388  x   0.99987105  =   0.99987493
 AW7052!UTM  15      -   1.00000388  x   0.99981223  =   0.99981611
 AW7052
 AW7052                          SUPERSEDED SURVEY CONTROL
 AW7052
 AW7052  ELLIP H (02/16/96)  -24.61   (m)                       GP(       ) 5 1
 AW7052  NAD 83(1993)-  29 33 42.19009(N)    094 21 13.78277(W) AD(       ) 1
 AW7052  ELLIP H (01/21/93)  -24.59   (m)                       GP(       ) 4 2
 AW7052  NAD 83(1986)-  29 33 42.21101(N)    094 21 13.76319(W) AD(       ) 1
 AW7052  NGVD 29 (12/24/91)    2.4    (m)            8.     (f) GPS OBS        
 AW7052
 AW7052.Superseded values are not recommended for survey control.
 AW7052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7052.See file dsdata.txt to determine how the superseded data were derived.
 AW7052
 AW7052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN6885070986(NAD 83)
 AW7052_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7052_SP_SET: CONCRETE POST
 AW7052_STAMPING: JCAD 39
 AW7052_MARK LOGO: JCAD  
 AW7052_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7052+STABILITY: SURFACE MOTION
 AW7052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7052+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1993
 AW7052
 AW7052  HISTORY     - Date     Condition        Report By
 AW7052  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7052  HISTORY     - 19930318 GOOD             NOS
 AW7052
 AW7052                          STATION DESCRIPTION
 AW7052
 AW7052'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7052'FROM THE INTERSECTION OF STATE HIGHWAY 87 AND STATE HIGHWAY 124 NEAR
 AW7052'HIGH ISLAND,PROCEED EAST ON STATE HIGHWAY 87 FOR 2.3 MILES TO THE
 AW7052'STATION ON THE LEFT.  THE MARKER IS 28.5 FEET NORTH OF THE CENTERLINE
 AW7052'OF STATE HIGHWAY 87, 4 FEET NORTHEAST OF THE JEFFERSON-CHAMBERS COUNTY
 AW7052'LINE MARKER, 78 FEET NORTHEAST OF A UTILITY POLE, AND 1.2 FEET SOUTH
 AW7052'OF A FIBERGLASS WITNESS POST.  CONTROL POINT IS FLUSH WITH THE
 AW7052'SURROUNDING GROUND.
 AW7052
 AW7052                          STATION RECOVERY (1993)
 AW7052
 AW7052'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 AW7052'RECOVERED IN GOOD CONDITION.  THE 1990 DESCRIPTION IS ADEQUATE EXCEPT
 AW7052'ADD-- 78 FT (23.8 M) NORTHEAST ALONG AN ELECTRIFIED FENCE FROM A WOOD
 AW7052'POWERPOLE NUMBERED 52.  DESCRIBED BY LJL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2354 ***********************************************************************
 BL2354  DESIGNATION -  JCAD 4
 BL2354  PID         -  BL2354
 BL2354  STATE/COUNTY-  TX/JEFFERSON
 BL2354  USGS QUAD   -  BEAUMONT WEST (1994)
 BL2354
 BL2354                         *CURRENT SURVEY CONTROL
 BL2354  ___________________________________________________________________
 BL2354* NAD 83(1993)-  30 06 07.05152(N)    094 11 15.21131(W)     ADJUSTED  
 BL2354* NAVD 88     -         8.9    (meters)      29.     (feet)  VERTCON   
 BL2354  ___________________________________________________________________
 BL2354  X           -    -403,267.867 (meters)                     COMP
 BL2354  Y           -  -5,507,837.177 (meters)                     COMP
 BL2354  Z           -   3,180,147.530 (meters)                     COMP
 BL2354  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BL2354  ELLIP HEIGHT-         -18.73  (meters)          (06/17/02) GPS OBS
 BL2354  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL2354
 BL2354  HORZ ORDER  -  FIRST
 BL2354  ELLP ORDER  -  FIFTH     CLASS I
 BL2354
 BL2354.The horizontal coordinates were established by GPS observations
 BL2354.and adjusted by the National Geodetic Survey in February 1996..
 BL2354
 BL2354.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2354
 BL2354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2354
 BL2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2354
 BL2354.The ellipsoidal height was determined by GPS observations
 BL2354.and is referenced to NAD 83.
 BL2354
 BL2354.The geoid height was determined by GEOID03.
 BL2354
 BL2354;                    North         East     Units Scale Factor Converg.
 BL2354;SPC TXSC     - 4,260,972.745 1,063,706.309   MT  0.99995264   +2 21 27.6
 BL2354;SPC TXSC     -13,979,541.41  3,489,843.12   sFT  0.99995264   +2 21 27.6
 BL2354;UTM  15      - 3,330,678.088   385,575.876   MT  0.99976153   -0 35 44.4
 BL2354
 BL2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2354!SPC TXSC     -   1.00000294  x   0.99995264  =   0.99995558
 BL2354!UTM  15      -   1.00000294  x   0.99976153  =   0.99976447
 BL2354
 BL2354                          SUPERSEDED SURVEY CONTROL
 BL2354
 BL2354  ELLIP H (02/16/96)  -18.64   (m)                       GP(       ) 5 1
 BL2354  NAD 83(1993)-  30 06 07.05103(N)    094 11 15.21162(W) AD(       ) 1
 BL2354  ELLIP H (01/21/93)  -18.63   (m)                       GP(       ) 4 2
 BL2354  NAD 83(1986)-  30 06 07.07086(N)    094 11 15.19248(W) AD(       ) 1
 BL2354  NGVD 29 (12/24/91)    8.9    (m)           29.     (f) GPS OBS        
 BL2354
 BL2354.Superseded values are not recommended for survey control.
 BL2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2354.See file dsdata.txt to determine how the superseded data were derived.
 BL2354
 BL2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8557630678(NAD 83)
 BL2354_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2354_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2354_SP_SET: TOP OF CONCRETE INLET BOX
 BL2354_STAMPING: JCAD 4
 BL2354_MARK LOGO: JCAD  
 BL2354_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2354+STABILITY: SURFACE MOTION
 BL2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2354+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL2354
 BL2354  HISTORY     - Date     Condition        Report By
 BL2354  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2354  HISTORY     - 20060304 GOOD             USPSQD
 BL2354
 BL2354                          STATION DESCRIPTION
 BL2354
 BL2354'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2354'IN BEAUMONT, FROM THE INTERSECTION OF US HIGHWAY 90 AND FARM ROAD 364,
 BL2354'PROCEED NORTH ON FARM ROAD 364 2.5 MILES TO BLUEBONNET STREET,TURN
 BL2354'LEFT AND GO 0.15 MILES EAST TO THE STATION.  THE MARKER IS ON THE TOP
 BL2354'NORTHEAST CORNER OF AN INLET ON THE NORTH SIDE OF BLUEBONNET STREET,
 BL2354'38.4 FEET WEST OF A RANGE BOX IN THE STREET CENTERLINE.  CONTROL POINT
 BL2354'IS FLUSH WITH THE SURROUNDING GROUND.
 BL2354
 BL2354                          STATION RECOVERY (2006)
 BL2354
 BL2354'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL2354'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2355 ***********************************************************************
 BL2355  DESIGNATION -  JCAD 40
 BL2355  PID         -  BL2355
 BL2355  STATE/COUNTY-  TX/JEFFERSON
 BL2355  USGS QUAD   -  BEAUMONT WEST (1994)
 BL2355
 BL2355                         *CURRENT SURVEY CONTROL
 BL2355  ___________________________________________________________________
 BL2355* NAD 83(1993)-  30 02 19.06992(N)    094 09 26.58031(W)     ADJUSTED  
 BL2355* NAVD 88     -         4.1    (meters)      13.     (feet)  VERTCON   
 BL2355  ___________________________________________________________________
 BL2355  X           -    -400,621.773 (meters)                     COMP
 BL2355  Y           -  -5,511,552.933 (meters)                     COMP
 BL2355  Z           -   3,174,069.821 (meters)                     COMP
 BL2355  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BL2355  ELLIP HEIGHT-         -23.52  (meters)          (06/17/02) GPS OBS
 BL2355  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL2355
 BL2355  HORZ ORDER  -  FIRST
 BL2355  ELLP ORDER  -  FIFTH     CLASS I
 BL2355
 BL2355.The horizontal coordinates were established by GPS observations
 BL2355.and adjusted by the National Geodetic Survey in February 1996..
 BL2355
 BL2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2355
 BL2355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2355
 BL2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2355
 BL2355.The ellipsoidal height was determined by GPS observations
 BL2355.and is referenced to NAD 83.
 BL2355
 BL2355.The geoid height was determined by GEOID03.
 BL2355
 BL2355;                    North         East     Units Scale Factor Converg.
 BL2355;SPC TXSC     - 4,254,079.000 1,066,902.800   MT  0.99993847   +2 22 20.9
 BL2355;SPC TXSC     -13,956,924.19  3,500,330.27   sFT  0.99993847   +2 22 20.9
 BL2355;UTM  15      - 3,323,630.169   388,412.493   MT  0.99975362   -0 34 45.9
 BL2355
 BL2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2355!SPC TXSC     -   1.00000369  x   0.99993847  =   0.99994216
 BL2355!UTM  15      -   1.00000369  x   0.99975362  =   0.99975731
 BL2355
 BL2355                          SUPERSEDED SURVEY CONTROL
 BL2355
 BL2355  ELLIP H (02/16/96)  -23.43   (m)                       GP(       ) 5 1
 BL2355  NAD 83(1993)-  30 02 19.06944(N)    094 09 26.58051(W) AD(       ) 1
 BL2355  ELLIP H (01/21/93)  -23.42   (m)                       GP(       ) 4 2
 BL2355  NAD 83(1986)-  30 02 19.08904(N)    094 09 26.56058(W) AD(       ) 1
 BL2355  NGVD 29 (12/24/91)    4.1    (m)           13.     (f) GPS OBS        
 BL2355
 BL2355.Superseded values are not recommended for survey control.
 BL2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2355.See file dsdata.txt to determine how the superseded data were derived.
 BL2355
 BL2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8841223630(NAD 83)
 BL2355_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2355_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2355_SP_SET: TOP OF CONCRETE INLET BOX
 BL2355_STAMPING: JCAD 40
 BL2355_MARK LOGO: JCAD  
 BL2355_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2355+STABILITY: SURFACE MOTION
 BL2355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2355+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BL2355
 BL2355  HISTORY     - Date     Condition        Report By
 BL2355  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2355
 BL2355                          STATION DESCRIPTION
 BL2355
 BL2355'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2355'IN BEAUMONT, AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND WALDEN
 BL2355'ROAD, THE STATION IS LOCATED ON THE NORTHEAST CORNER OF A CONCRETE
 BL2355'INLET BOX AT THE NORTHWEST CORNER OF THE INTERSECTION OF INTERSTATE
 BL2355'HIGHWAY 10 AND WALDEN ROAD.  THE MARKER IS 6.10 FEET SOUTHEAST OF A
 BL2355'SQUARE BRASS CAP SET IN A CONCRETE HEADWALL, AND 85.50 FEET SOUTH OF A
 BL2355'CHISELED CROSS ON AN ELECTRICAL BOX PAD AT THE TEXACO STATION.
 BL2355'CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2356 ***********************************************************************
 BL2356  DESIGNATION -  JCAD 41
 BL2356  PID         -  BL2356
 BL2356  STATE/COUNTY-  TX/JEFFERSON
 BL2356  USGS QUAD   -  BEAUMONT WEST (1994)
 BL2356
 BL2356                         *CURRENT SURVEY CONTROL
 BL2356  ___________________________________________________________________
 BL2356* NAD 83(1993)-  30 01 02.31569(N)    094 10 07.17149(W)     ADJUSTED  
 BL2356* NAVD 88     -         4.85   (+/-2cm)      15.9    (feet)  VERTCON   
 BL2356  ___________________________________________________________________
 BL2356  X           -    -401,792.419 (meters)                     COMP
 BL2356  Y           -  -5,512,654.288 (meters)                     COMP
 BL2356  Z           -   3,172,024.006 (meters)                     COMP
 BL2356  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BL2356  ELLIP HEIGHT-         -22.70  (meters)          (06/17/02) GPS OBS
 BL2356  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL2356
 BL2356  HORZ ORDER  -  FIRST
 BL2356  VERT ORDER  -  THIRD ? (See Below)
 BL2356  ELLP ORDER  -  FIFTH     CLASS I
 BL2356
 BL2356.The horizontal coordinates were established by GPS observations
 BL2356.and adjusted by the National Geodetic Survey in February 1996..
 BL2356
 BL2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2356.The vertical order pertains to the NGVD 29 superseded value.
 BL2356
 BL2356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2356
 BL2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2356
 BL2356.The ellipsoidal height was determined by GPS observations
 BL2356.and is referenced to NAD 83.
 BL2356
 BL2356.The geoid height was determined by GEOID03.
 BL2356
 BL2356;                    North         East     Units Scale Factor Converg.
 BL2356;SPC TXSC     - 4,251,672.752 1,065,913.906   MT  0.99993398   +2 22 01.0
 BL2356;SPC TXSC     -13,949,029.69  3,497,085.87   sFT  0.99993398   +2 22 01.0
 BL2356;UTM  15      - 3,321,278.463   387,301.203   MT  0.99975670   -0 35 04.9
 BL2356
 BL2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2356!SPC TXSC     -   1.00000357  x   0.99993398  =   0.99993754
 BL2356!UTM  15      -   1.00000357  x   0.99975670  =   0.99976026
 BL2356
 BL2356                          SUPERSEDED SURVEY CONTROL
 BL2356
 BL2356  ELLIP H (02/16/96)  -22.62   (m)                       GP(       ) 5 1
 BL2356  NAD 83(1993)-  30 01 02.31516(N)    094 10 07.17162(W) AD(       ) 1
 BL2356  ELLIP H (01/21/93)  -22.61   (m)                       GP(       ) 4 2
 BL2356  NAD 83(1986)-  30 01 02.33459(N)    094 10 07.15111(W) AD(       ) 1
 BL2356  NGVD 29 (12/24/91)    4.86   (m)           15.9    (f) LEVELING    3  
 BL2356
 BL2356.Superseded values are not recommended for survey control.
 BL2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2356.See file dsdata.txt to determine how the superseded data were derived.
 BL2356
 BL2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8730121278(NAD 83)
 BL2356_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2356_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL2356_SP_SET: TOP OF CONCRETE CULVERT HEADWA
 BL2356_STAMPING: JCAD 41
 BL2356_MARK LOGO: JCAD  
 BL2356_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2356+STABILITY: SURFACE MOTION
 BL2356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2356+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 BL2356
 BL2356  HISTORY     - Date     Condition        Report By
 BL2356  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2356  HISTORY     - 20040728 GOOD             DEWDAV
 BL2356  HISTORY     - 20060305 GOOD             USPSQD
 BL2356
 BL2356                          STATION DESCRIPTION
 BL2356
 BL2356'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2356'IN BEAUMONT, AT THE INTERSECTION OF FANNET ROAD AND BROOKS ROAD AT THE
 BL2356'NORTHWEST CORNER OF THE INTERSECTION.  THE MARKER IS 114.08 FEET
 BL2356'SOUTHEAST OF CGS BM K309 1935, AND 91 FEET NORTHEAST OF A WOODEN
 BL2356'UTILITY POLE.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 BL2356
 BL2356                          STATION RECOVERY (2004)
 BL2356
 BL2356'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BL2356'RECOVERED IN GOOD CONDITION.
 BL2356
 BL2356                          STATION RECOVERY (2006)
 BL2356
 BL2356'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL2356'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7053 ***********************************************************************
 AW7053  DESIGNATION -  JCAD 42
 AW7053  PID         -  AW7053
 AW7053  STATE/COUNTY-  TX/JEFFERSON
 AW7053  USGS QUAD   -  FANNETT EAST (1964)
 AW7053
 AW7053                         *CURRENT SURVEY CONTROL
 AW7053  ___________________________________________________________________
 AW7053* NAD 83(1993)-  29 59 28.97501(N)    094 14 37.86796(W)     ADJUSTED  
 AW7053* NAVD 88     -         8.1    (meters)      27.     (feet)  VERTCON   
 AW7053  ___________________________________________________________________
 AW7053  X           -    -409,133.302 (meters)                     COMP
 AW7053  Y           -  -5,513,558.396 (meters)                     COMP
 AW7053  Z           -   3,169,536.645 (meters)                     COMP
 AW7053  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW7053  ELLIP HEIGHT-         -19.43  (meters)          (06/17/02) GPS OBS
 AW7053  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW7053
 AW7053  HORZ ORDER  -  FIRST
 AW7053  ELLP ORDER  -  FIFTH     CLASS I
 AW7053
 AW7053.The horizontal coordinates were established by GPS observations
 AW7053.and adjusted by the National Geodetic Survey in February 1996..
 AW7053
 AW7053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7053
 AW7053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7053
 AW7053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7053
 AW7053.The ellipsoidal height was determined by GPS observations
 AW7053.and is referenced to NAD 83.
 AW7053
 AW7053.The geoid height was determined by GEOID03.
 AW7053
 AW7053;                    North         East     Units Scale Factor Converg.
 AW7053;SPC TXSC     - 4,248,503.917 1,058,783.446   MT  0.99992870   +2 19 48.3
 AW7053;SPC TXSC     -13,938,633.27  3,473,692.02   sFT  0.99992870   +2 19 48.3
 AW7053;UTM  15      - 3,318,481.479   380,018.218   MT  0.99977761   -0 37 18.6
 AW7053
 AW7053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7053!SPC TXSC     -   1.00000305  x   0.99992870  =   0.99993175
 AW7053!UTM  15      -   1.00000305  x   0.99977761  =   0.99978066
 AW7053
 AW7053                          SUPERSEDED SURVEY CONTROL
 AW7053
 AW7053  ELLIP H (02/16/96)  -19.35   (m)                       GP(       ) 5 1
 AW7053  NAD 83(1993)-  29 59 28.97447(N)    094 14 37.86807(W) AD(       ) 1
 AW7053  ELLIP H (01/21/93)  -19.33   (m)                       GP(       ) 4 2
 AW7053  NAD 83(1986)-  29 59 28.99384(N)    094 14 37.84752(W) AD(       ) 1
 AW7053  NGVD 29 (12/24/91)    8.1    (m)           27.     (f) GPS OBS        
 AW7053
 AW7053.Superseded values are not recommended for survey control.
 AW7053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7053.See file dsdata.txt to determine how the superseded data were derived.
 AW7053
 AW7053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8001818481(NAD 83)
 AW7053_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW7053_SP_SET: TOP OF CONCRETE FOUNDATION SLA
 AW7053_STAMPING: JCAD 42
 AW7053_MARK LOGO: JCAD  
 AW7053_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW7053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7053+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AW7053
 AW7053  HISTORY     - Date     Condition        Report By
 AW7053  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7053
 AW7053                          STATION DESCRIPTION
 AW7053
 AW7053'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7053'IN NEW BETHEL, THE STATION IS LOCATED AT THE JEFFERSON COUNTY PRECINCT
 AW7053'4 SERVICE CENTER.  THE MARKER IS ON A CONCRETE WELLHEAD SLAB, 91.12
 AW7053'FEET NORTHWEST OF THE NORTHWEST BUILDING CORNER, 61 FEET WEST OF A
 AW7053'UTILITY POLE, AND 25 FEET NORTH OF A LIGHT POLE.  CONTROL POINT IS
 AW7053'FLUSH WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7054 ***********************************************************************
 AW7054  DESIGNATION -  JCAD 43
 AW7054  PID         -  AW7054
 AW7054  STATE/COUNTY-  TX/JEFFERSON
 AW7054  USGS QUAD   -  FANNETT WEST (1993)
 AW7054
 AW7054                         *CURRENT SURVEY CONTROL
 AW7054  ___________________________________________________________________
 AW7054* NAD 83(1993)-  29 55 26.25727(N)    094 15 07.59504(W)     ADJUSTED  
 AW7054* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 AW7054  ___________________________________________________________________
 AW7054  X           -    -410,204.411 (meters)                     COMP
 AW7054  Y           -  -5,517,218.191 (meters)                     COMP
 AW7054  Z           -   3,163,059.665 (meters)                     COMP
 AW7054  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AW7054  ELLIP HEIGHT-         -22.92  (meters)          (06/17/02) GPS OBS
 AW7054  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW7054
 AW7054  HORZ ORDER  -  FIRST
 AW7054  ELLP ORDER  -  FIFTH     CLASS I
 AW7054
 AW7054.The horizontal coordinates were established by GPS observations
 AW7054.and adjusted by the National Geodetic Survey in February 1996..
 AW7054
 AW7054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7054
 AW7054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7054
 AW7054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7054
 AW7054.The ellipsoidal height was determined by GPS observations
 AW7054.and is referenced to NAD 83.
 AW7054
 AW7054.The geoid height was determined by GEOID03.
 AW7054
 AW7054;                    North         East     Units Scale Factor Converg.
 AW7054;SPC TXSC     - 4,241,004.490 1,058,290.663   MT  0.99991593   +2 19 33.8
 AW7054;SPC TXSC     -13,914,028.90  3,472,075.28   sFT  0.99991593   +2 19 33.8
 AW7054;UTM  15      - 3,311,018.441   379,140.086   MT  0.99978022   -0 37 28.9
 AW7054
 AW7054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7054!SPC TXSC     -   1.00000360  x   0.99991593  =   0.99991953
 AW7054!UTM  15      -   1.00000360  x   0.99978022  =   0.99978382
 AW7054
 AW7054                          SUPERSEDED SURVEY CONTROL
 AW7054
 AW7054  ELLIP H (02/16/96)  -22.84   (m)                       GP(       ) 5 1
 AW7054  NAD 83(1993)-  29 55 26.25672(N)    094 15 07.59515(W) AD(       ) 1
 AW7054  ELLIP H (01/21/93)  -22.83   (m)                       GP(       ) 4 2
 AW7054  NAD 83(1986)-  29 55 26.27602(N)    094 15 07.57452(W) AD(       ) 1
 AW7054  NGVD 29 (12/24/91)    4.6    (m)           15.     (f) GPS OBS        
 AW7054
 AW7054.Superseded values are not recommended for survey control.
 AW7054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7054.See file dsdata.txt to determine how the superseded data were derived.
 AW7054
 AW7054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7914011018(NAD 83)
 AW7054_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7054_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW7054_SP_SET: TOP OF CONCRETE DRAIN BOX
 AW7054_STAMPING: JCAD 43
 AW7054_MARK LOGO: JCAD  
 AW7054_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7054+STABILITY: SURFACE MOTION
 AW7054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7054+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW7054
 AW7054  HISTORY     - Date     Condition        Report By
 AW7054  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7054  HISTORY     - 20060305 GOOD             USPSQD
 AW7054
 AW7054                          STATION DESCRIPTION
 AW7054
 AW7054'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7054'IN FANNETT, THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF STATE
 AW7054'HIGHWAY 124 IN FRONT OF THE FIRST BAPTIST CHURCH.  THE MARKER IS 31.39
 AW7054'FEET NORTHEAST OF A CHISELED CROSS ON THE NORTHWEST CORNER OF A
 AW7054'CONCRETE PARKING LOT, AND 18 FEET WEST OF A WOODEN UTILITY POLE.
 AW7054'CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 AW7054
 AW7054                          STATION RECOVERY (2006)
 AW7054
 AW7054'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW7054'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7055 ***********************************************************************
 AW7055  DESIGNATION -  JCAD 44
 AW7055  PID         -  AW7055
 AW7055  STATE/COUNTY-  TX/JEFFERSON
 AW7055  USGS QUAD   -  FANNETT EAST (1964)
 AW7055
 AW7055                         *CURRENT SURVEY CONTROL
 AW7055  ___________________________________________________________________
 AW7055* NAD 83(1993)-  29 55 09.07274(N)    094 09 46.88796(W)     ADJUSTED  
 AW7055* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 AW7055  ___________________________________________________________________
 AW7055  X           -    -401,644.724 (meters)                     COMP
 AW7055  Y           -  -5,518,112.439 (meters)                     COMP
 AW7055  Z           -   3,162,600.976 (meters)                     COMP
 AW7055  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW7055  ELLIP HEIGHT-         -23.07  (meters)          (06/17/02) GPS OBS
 AW7055  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW7055
 AW7055  HORZ ORDER  -  FIRST
 AW7055  ELLP ORDER  -  FIFTH     CLASS I
 AW7055
 AW7055.The horizontal coordinates were established by GPS observations
 AW7055.and adjusted by the National Geodetic Survey in February 1996..
 AW7055
 AW7055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7055
 AW7055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7055
 AW7055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7055
 AW7055.The ellipsoidal height was determined by GPS observations
 AW7055.and is referenced to NAD 83.
 AW7055
 AW7055.The geoid height was determined by GEOID03.
 AW7055
 AW7055;                    North         East     Units Scale Factor Converg.
 AW7055;SPC TXSC     - 4,240,828.210 1,066,906.650   MT  0.99991508   +2 22 10.9
 AW7055;SPC TXSC     -13,913,450.55  3,500,342.90   sFT  0.99991508   +2 22 10.9
 AW7055;UTM  15      - 3,310,399.024   387,734.309   MT  0.99975550   -0 34 48.5
 AW7055
 AW7055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7055!SPC TXSC     -   1.00000362  x   0.99991508  =   0.99991870
 AW7055!UTM  15      -   1.00000362  x   0.99975550  =   0.99975912
 AW7055
 AW7055                          SUPERSEDED SURVEY CONTROL
 AW7055
 AW7055  ELLIP H (02/16/96)  -23.00   (m)                       GP(       ) 5 1
 AW7055  NAD 83(1993)-  29 55 09.07233(N)    094 09 46.88804(W) AD(       ) 1
 AW7055  ELLIP H (01/21/93)  -23.00   (m)                       GP(       ) 4 2
 AW7055  NAD 83(1986)-  29 55 09.09161(N)    094 09 46.86632(W) AD(       ) 1
 AW7055  NGVD 29 (12/24/91)    4.5    (m)           15.     (f) GPS OBS        
 AW7055
 AW7055.Superseded values are not recommended for survey control.
 AW7055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7055.See file dsdata.txt to determine how the superseded data were derived.
 AW7055
 AW7055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8773410399(NAD 83)
 AW7055_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7055_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW7055_SP_SET: TOP OF CONCRETE DRAIN BOX
 AW7055_STAMPING: JCAD 44
 AW7055_MARK LOGO: JCAD  
 AW7055_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7055+STABILITY: SURFACE MOTION
 AW7055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7055+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW7055
 AW7055  HISTORY     - Date     Condition        Report By
 AW7055  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7055  HISTORY     - 20041009 GOOD             USPSQD
 AW7055  HISTORY     - 20060305 GOOD             USPSQD
 AW7055
 AW7055                          STATION DESCRIPTION
 AW7055
 AW7055'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7055'FROM THE INTERSECTION OF STATE HIGHWAY 124 AND STATE HIGHWAY 365 IN
 AW7055'FANNETT, PROCEED SOUTHEAST ON STATE HIGHWAY 365 FOR 5.4 MILES TO
 AW7055'LABELLE ROAD AND THE STATION ON THE RIGHT.  THE MARKER IS LOCATED ON
 AW7055'THE TOP NORTHWEST CORNER OF A 5.5 X 6.0 FEET CONCRETE DROP INLET BOX
 AW7055'AT THE SOUTHWEST CORNER OF THE INTERSECTION, 44.30 FEET EAST OF A
 AW7055'CHISELED CROSS ON THE TOP EAST END OF A CONCRETE BOX CULVERT, AND 100
 AW7055'FEET NORTHWEST OF A WOODEN UTILITY POLE ON THE EAST SIDE OF LABELLE
 AW7055'ROAD.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 AW7055
 AW7055                          STATION RECOVERY (2004)
 AW7055
 AW7055'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW7055'RECOVERED IN GOOD CONDITION.
 AW7055
 AW7055                          STATION RECOVERY (2006)
 AW7055
 AW7055'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW7055'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7056 ***********************************************************************
 AW7056  DESIGNATION -  JCAD 45
 AW7056  PID         -  AW7056
 AW7056  STATE/COUNTY-  TX/JEFFERSON
 AW7056  USGS QUAD   -  FANNETT WEST (1993)
 AW7056
 AW7056                         *CURRENT SURVEY CONTROL
 AW7056  ___________________________________________________________________
 AW7056* NAD 83(1993)-  29 53 58.89942(N)    094 21 28.77093(W)     ADJUSTED  
 AW7056* NAVD 88     -         5.7    (meters)      19.     (feet)  VERTCON   
 AW7056  ___________________________________________________________________
 AW7056  X           -    -420,501.487 (meters)                     COMP
 AW7056  Y           -  -5,517,789.181 (meters)                     COMP
 AW7056  Z           -   3,160,728.633 (meters)                     COMP
 AW7056  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AW7056  ELLIP HEIGHT-         -21.79  (meters)          (06/17/02) GPS OBS
 AW7056  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW7056
 AW7056  HORZ ORDER  -  FIRST
 AW7056  ELLP ORDER  -  FIFTH     CLASS I
 AW7056
 AW7056.The horizontal coordinates were established by GPS observations
 AW7056.and adjusted by the National Geodetic Survey in February 1996..
 AW7056
 AW7056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7056
 AW7056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7056
 AW7056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7056
 AW7056.The ellipsoidal height was determined by GPS observations
 AW7056.and is referenced to NAD 83.
 AW7056
 AW7056.The geoid height was determined by GEOID03.
 AW7056
 AW7056;                    North         East     Units Scale Factor Converg.
 AW7056;SPC TXSC     - 4,237,906.632 1,048,182.531   MT  0.99991168   +2 16 27.0
 AW7056;SPC TXSC     -13,903,865.34  3,438,912.19   sFT  0.99991168   +2 16 27.0
 AW7056;UTM  15      - 3,308,445.377   368,887.084   MT  0.99981210   -0 40 37.3
 AW7056
 AW7056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7056!SPC TXSC     -   1.00000342  x   0.99991168  =   0.99991510
 AW7056!UTM  15      -   1.00000342  x   0.99981210  =   0.99981552
 AW7056
 AW7056                          SUPERSEDED SURVEY CONTROL
 AW7056
 AW7056  ELLIP H (02/16/96)  -21.70   (m)                       GP(       ) 5 1
 AW7056  NAD 83(1993)-  29 53 58.89887(N)    094 21 28.77104(W) AD(       ) 1
 AW7056  ELLIP H (01/21/93)  -21.69   (m)                       GP(       ) 4 2
 AW7056  NAD 83(1986)-  29 53 58.91835(N)    094 21 28.75057(W) AD(       ) 1
 AW7056  NGVD 29 (12/24/91)    5.7    (m)           19.     (f) GPS OBS        
 AW7056
 AW7056.Superseded values are not recommended for survey control.
 AW7056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7056.See file dsdata.txt to determine how the superseded data were derived.
 AW7056
 AW7056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6888708445(NAD 83)
 AW7056_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7056_SP_SET: CONCRETE POST
 AW7056_STAMPING: JCAD 45
 AW7056_MARK LOGO: JCAD  
 AW7056_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7056+STABILITY: SURFACE MOTION
 AW7056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7056+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AW7056
 AW7056  HISTORY     - Date     Condition        Report By
 AW7056  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7056
 AW7056                          STATION DESCRIPTION
 AW7056
 AW7056'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7056'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND HAMSHIRE ROAD,
 AW7056'PROCEED WEST ON HAMSHIRE ROAD FOR 1.4 MILES TO A T INTERSECTION WITH
 AW7056'LEAGUE ROAD, TURN RIGHT AND PROCEED NORTH FOR 1.45 MILES TO THE
 AW7056'INTERSECTION WITH HEISIG ROAD AND THE STATION.  THE MARKER IS LOCATED
 AW7056'ON THE PROJECTED CENTERLINE OF LEAGUE ROAD AND 15.5 FEET NORTH OF THE
 AW7056'CENTERLINE OF HEISIG ROAD.  CONTROL POINT IS FLUSH WITH THE
 AW7056'SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7057 ***********************************************************************
 AW7057  DESIGNATION -  JCAD 47
 AW7057  PID         -  AW7057
 AW7057  STATE/COUNTY-  TX/JEFFERSON
 AW7057  USGS QUAD   -  HAMSHIRE (1994)
 AW7057
 AW7057                         *CURRENT SURVEY CONTROL
 AW7057  ___________________________________________________________________
 AW7057* NAD 83(1993)-  29 51 50.03378(N)    094 19 04.65003(W)     ADJUSTED  
 AW7057* NAVD 88     -         4.9    (meters)      16.     (feet)  VERTCON   
 AW7057  ___________________________________________________________________
 AW7057  X           -    -416,794.797 (meters)                     COMP
 AW7057  Y           -  -5,520,052.228 (meters)                     COMP
 AW7057  Z           -   3,157,287.758 (meters)                     COMP
 AW7057  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AW7057  ELLIP HEIGHT-         -22.61  (meters)          (06/17/02) GPS OBS
 AW7057  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW7057
 AW7057  HORZ ORDER  -  FIRST
 AW7057  ELLP ORDER  -  FIFTH     CLASS I
 AW7057
 AW7057.The horizontal coordinates were established by GPS observations
 AW7057.and adjusted by the National Geodetic Survey in February 1996..
 AW7057
 AW7057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7057
 AW7057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7057
 AW7057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7057
 AW7057.The ellipsoidal height was determined by GPS observations
 AW7057.and is referenced to NAD 83.
 AW7057
 AW7057.The geoid height was determined by GEOID03.
 AW7057
 AW7057;                    North         East     Units Scale Factor Converg.
 AW7057;SPC TXSC     - 4,234,096.248 1,052,204.488   MT  0.99990573   +2 17 37.6
 AW7057;SPC TXSC     -13,891,364.11  3,452,107.56   sFT  0.99990573   +2 17 37.6
 AW7057;UTM  15      - 3,304,433.422   372,707.172   MT  0.99979992   -0 39 22.9
 AW7057
 AW7057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7057!SPC TXSC     -   1.00000355  x   0.99990573  =   0.99990928
 AW7057!UTM  15      -   1.00000355  x   0.99979992  =   0.99980347
 AW7057
 AW7057                          SUPERSEDED SURVEY CONTROL
 AW7057
 AW7057  ELLIP H (02/16/96)  -22.53   (m)                       GP(       ) 5 1
 AW7057  NAD 83(1993)-  29 51 50.03318(N)    094 19 04.65008(W) AD(       ) 1
 AW7057  ELLIP H (01/21/93)  -22.51   (m)                       GP(       ) 4 2
 AW7057  NAD 83(1986)-  29 51 50.05240(N)    094 19 04.62891(W) AD(       ) 1
 AW7057  NGVD 29 (12/24/91)    4.8    (m)           16.     (f) GPS OBS        
 AW7057
 AW7057.Superseded values are not recommended for survey control.
 AW7057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7057.See file dsdata.txt to determine how the superseded data were derived.
 AW7057
 AW7057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7270704433(NAD 83)
 AW7057_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7057_SP_SET: CONCRETE POST
 AW7057_STAMPING: JCAD 47
 AW7057_MARK LOGO: JCAD  
 AW7057_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7057+STABILITY: SURFACE MOTION
 AW7057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7057+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AW7057
 AW7057  HISTORY     - Date     Condition        Report By
 AW7057  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7057
 AW7057                          STATION DESCRIPTION
 AW7057
 AW7057'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7057'IN HAMSHIRE, THE STATION IN A GRASSY AREA ON THE WEST SIDE OF THE
 AW7057'HAMSHIRE-FANNETT HIGH SCHOOL PROPERTY.  THE MARKER IS LOCATED 400 FEET
 AW7057'SOUTH OF THE CENTERLINE OF HAMSHIRE ROAD, 53.5 FEET EAST OF THE
 AW7057'CENTERLINE OF HALL ROAD, AND 71.5 FEET SOUTH OF THE SOUTH EDGE OF THE
 AW7057'ASPHALT PARKING LOT FOR THE FOOTBALL FIELD.  CONTROL POINT IS FLUSH
 AW7057'WITH THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7058 ***********************************************************************
 AW7058  DESIGNATION -  JCAD 48
 AW7058  PID         -  AW7058
 AW7058  STATE/COUNTY-  TX/JEFFERSON
 AW7058  USGS QUAD   -  HAMSHIRE (1994)
 AW7058
 AW7058                         *CURRENT SURVEY CONTROL
 AW7058  ___________________________________________________________________
 AW7058* NAD 83(1993)-  29 49 57.77732(N)    094 20 35.45884(W)     ADJUSTED  
 AW7058* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 AW7058  ___________________________________________________________________
 AW7058  X           -    -419,355.238 (meters)                     COMP
 AW7058  Y           -  -5,521,583.305 (meters)                     COMP
 AW7058  Z           -   3,154,289.566 (meters)                     COMP
 AW7058  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AW7058  ELLIP HEIGHT-         -22.95  (meters)          (06/17/02) GPS OBS
 AW7058  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW7058
 AW7058  HORZ ORDER  -  FIRST
 AW7058  ELLP ORDER  -  FIFTH     CLASS I
 AW7058
 AW7058.The horizontal coordinates were established by GPS observations
 AW7058.and adjusted by the National Geodetic Survey in February 1996..
 AW7058
 AW7058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7058
 AW7058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7058
 AW7058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7058
 AW7058.The ellipsoidal height was determined by GPS observations
 AW7058.and is referenced to NAD 83.
 AW7058
 AW7058.The geoid height was determined by GEOID03.
 AW7058
 AW7058;                    North         East     Units Scale Factor Converg.
 AW7058;SPC TXSC     - 4,230,545.491 1,049,907.096   MT  0.99990086   +2 16 53.2
 AW7058;SPC TXSC     -13,879,714.67  3,444,570.20   sFT  0.99990086   +2 16 53.2
 AW7058;UTM  15      - 3,301,005.942   370,230.337   MT  0.99980778   -0 40 05.8
 AW7058
 AW7058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7058!SPC TXSC     -   1.00000360  x   0.99990086  =   0.99990446
 AW7058!UTM  15      -   1.00000360  x   0.99980778  =   0.99981138
 AW7058
 AW7058:                Primary Azimuth Mark                     Grid Az
 AW7058:SPC TXSC     -  JCAD 49                                  131 05 04.4
 AW7058:UTM  15      -  JCAD 49                                  134 02 03.4
 AW7058
 AW7058|---------------------------------------------------------------------|
 AW7058| PID    Reference Object                     Distance      Geod. Az  |
 AW7058|                                                           dddmmss.s |
 AW7058| AW7059 JCAD 49                             APPROX. 1.1 KM 1332157.6 |
 AW7058|---------------------------------------------------------------------|
 AW7058
 AW7058                          SUPERSEDED SURVEY CONTROL
 AW7058
 AW7058  ELLIP H (02/16/96)  -22.87   (m)                       GP(       ) 5 1
 AW7058  NAD 83(1993)-  29 49 57.77670(N)    094 20 35.45887(W) AD(       ) 1
 AW7058  ELLIP H (01/21/93)  -22.86   (m)                       GP(       ) 4 2
 AW7058  NAD 83(1986)-  29 49 57.79578(N)    094 20 35.43741(W) AD(       ) 1
 AW7058  NGVD 29 (12/24/91)    4.5    (m)           15.     (f) GPS OBS        
 AW7058
 AW7058.Superseded values are not recommended for survey control.
 AW7058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7058.See file dsdata.txt to determine how the superseded data were derived.
 AW7058
 AW7058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7023001006(NAD 83)
 AW7058_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW7058_SP_SET: TOP OF CONCRETE CULVERT HEADWA
 AW7058_STAMPING: JCAD 48
 AW7058_MARK LOGO: JCAD  
 AW7058_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7058+STABILITY: SURFACE MOTION
 AW7058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7058+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW7058
 AW7058  HISTORY     - Date     Condition        Report By
 AW7058  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7058  HISTORY     - 20040322 GOOD             USPSQD
 AW7058  HISTORY     - 20060305 GOOD             USPSQD
 AW7058
 AW7058                          STATION DESCRIPTION
 AW7058
 AW7058'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7058'FROM THE HAMSHIRE POST OFFICE, PROCEED SOUTHWEST ON HIGHWAY 124 FOR
 AW7058'2.5 MILES TO THE STATION ON THE LEFT.  THE MARKER IS LOCATED ON THE
 AW7058'TOP WEST END OF A CONCRETE HEADWALL OF A BOX CULVERT ON THE EAST SIDE
 AW7058'OF THE INTERSECTION OF STATE HIGHWAY 124 AND ROLLINS ROAD, 33.5 FEET
 AW7058'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 124, 24.7 FEET NORTH
 AW7058'CENTERLINE OF ROLLINS ROAD, AND 17.7 FEET WEST OF THE CENTERLINE OF
 AW7058'KIKER ROAD PROJECTED.
 AW7058
 AW7058                          STATION RECOVERY (2004)
 AW7058
 AW7058'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW7058'RECOVERED IN GOOD CONDITION.
 AW7058
 AW7058                          STATION RECOVERY (2006)
 AW7058
 AW7058'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW7058'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7059 ***********************************************************************
 AW7059  DESIGNATION -  JCAD 49
 AW7059  PID         -  AW7059
 AW7059  STATE/COUNTY-  TX/JEFFERSON
 AW7059  USGS QUAD   -  HAMSHIRE (1994)
 AW7059
 AW7059                         *CURRENT SURVEY CONTROL
 AW7059  ___________________________________________________________________
 AW7059* NAD 83(1993)-  29 49 32.16421(N)    094 20 04.36021(W)     ADJUSTED  
 AW7059* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 AW7059  ___________________________________________________________________
 AW7059  X           -    -418,552.358 (meters)                     COMP
 AW7059  Y           -  -5,522,037.191 (meters)                     COMP
 AW7059  Z           -   3,153,605.131 (meters)                     COMP
 AW7059  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AW7059  ELLIP HEIGHT-         -23.47  (meters)          (06/17/02) GPS OBS
 AW7059  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW7059
 AW7059  HORZ ORDER  -  FIRST
 AW7059  ELLP ORDER  -  FIFTH     CLASS I
 AW7059
 AW7059.The horizontal coordinates were established by GPS observations
 AW7059.and adjusted by the National Geodetic Survey in February 1996..
 AW7059
 AW7059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7059
 AW7059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7059
 AW7059.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7059
 AW7059.The ellipsoidal height was determined by GPS observations
 AW7059.and is referenced to NAD 83.
 AW7059
 AW7059.The geoid height was determined by GEOID03.
 AW7059
 AW7059;                    North         East     Units Scale Factor Converg.
 AW7059;SPC TXSC     - 4,229,790.792 1,050,772.693   MT  0.99989980   +2 17 08.4
 AW7059;SPC TXSC     -13,877,238.62  3,447,410.08   sFT  0.99989980   +2 17 08.4
 AW7059;UTM  15      - 3,300,207.777   371,055.874   MT  0.99980514   -0 39 49.8
 AW7059
 AW7059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7059!SPC TXSC     -   1.00000369  x   0.99989980  =   0.99990349
 AW7059!UTM  15      -   1.00000369  x   0.99980514  =   0.99980883
 AW7059
 AW7059:                Primary Azimuth Mark                     Grid Az
 AW7059:SPC TXSC     -  JCAD 48                                  311 05 04.7
 AW7059:UTM  15      -  JCAD 48                                  314 02 02.9
 AW7059
 AW7059|---------------------------------------------------------------------|
 AW7059| PID    Reference Object                     Distance      Geod. Az  |
 AW7059|                                                           dddmmss.s |
 AW7059| AW7058 JCAD 48                             APPROX. 1.1 KM 3132213.1 |
 AW7059|---------------------------------------------------------------------|
 AW7059
 AW7059                          SUPERSEDED SURVEY CONTROL
 AW7059
 AW7059  ELLIP H (02/16/96)  -23.39   (m)                       GP(       ) 5 1
 AW7059  NAD 83(1993)-  29 49 32.16358(N)    094 20 04.36023(W) AD(       ) 1
 AW7059  ELLIP H (01/21/93)  -23.37   (m)                       GP(       ) 4 2
 AW7059  NAD 83(1986)-  29 49 32.18270(N)    094 20 04.33881(W) AD(       ) 1
 AW7059  NGVD 29 (12/24/91)    4.0    (m)           13.     (f) GPS OBS        
 AW7059
 AW7059.Superseded values are not recommended for survey control.
 AW7059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7059.See file dsdata.txt to determine how the superseded data were derived.
 AW7059
 AW7059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7105600208(NAD 83)
 AW7059_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7059_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW7059_SP_SET: TOP OF CONCRETE BOX CULVERT
 AW7059_STAMPING: JCAD 49
 AW7059_MARK LOGO: JCAD  
 AW7059_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7059+STABILITY: SURFACE MOTION
 AW7059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7059+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW7059
 AW7059  HISTORY     - Date     Condition        Report By
 AW7059  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7059  HISTORY     - 20060305 GOOD             USPSQD
 AW7059
 AW7059                          STATION DESCRIPTION
 AW7059
 AW7059'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7059'FROM THE INTERSECTION OF STATE HIGHWAY 124 AND STATE HIGHWAY 73,
 AW7059'PROCEED EAST ON HIGHWAY 73 FOR 1.0 MILES TO THE STATION ON THE LEFT.
 AW7059'THE MARKER IS LOCATED ON THE TOP OF A CONCRETE BOX CULVERT ON THE
 AW7059'NORTH SIDE OF  STATE HIGHWAY 73, 35 FEET NORTH OF THE HIGHWAY
 AW7059'CENTERLINE, 130 FEET SOUTHEAST OF A WOODEN UTILITY POLE, AND 0.45
 AW7059'MILES EAST OF KIKER ROAD.
 AW7059
 AW7059                          STATION RECOVERY (2006)
 AW7059
 AW7059'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW7059'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2357 ***********************************************************************
 BL2357  DESIGNATION -  JCAD 5
 BL2357  PID         -  BL2357
 BL2357  STATE/COUNTY-  TX/JEFFERSON
 BL2357  USGS QUAD   -  BEAUMONT WEST (1994)
 BL2357
 BL2357                         *CURRENT SURVEY CONTROL
 BL2357  ___________________________________________________________________
 BL2357* NAD 83(1993)-  30 06 46.43768(N)    094 10 07.57045(W)     ADJUSTED  
 BL2357* NAVD 88     -         7.2    (meters)      24.     (feet)  VERTCON   
 BL2357  ___________________________________________________________________
 BL2357  X           -    -401,417.314 (meters)                     COMP
 BL2357  Y           -  -5,507,360.861 (meters)                     COMP
 BL2357  Z           -   3,181,195.841 (meters)                     COMP
 BL2357  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BL2357  ELLIP HEIGHT-         -20.47  (meters)          (06/17/02) GPS OBS
 BL2357  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL2357
 BL2357  HORZ ORDER  -  FIRST
 BL2357  ELLP ORDER  -  FIFTH     CLASS I
 BL2357
 BL2357.The horizontal coordinates were established by GPS observations
 BL2357.and adjusted by the National Geodetic Survey in February 1996..
 BL2357
 BL2357.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2357
 BL2357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2357
 BL2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2357
 BL2357.The ellipsoidal height was determined by GPS observations
 BL2357.and is referenced to NAD 83.
 BL2357
 BL2357.The geoid height was determined by GEOID03.
 BL2357
 BL2357;                    North         East     Units Scale Factor Converg.
 BL2357;SPC TXSC     - 4,262,259.110 1,065,465.637   MT  0.99995521   +2 22 00.8
 BL2357;SPC TXSC     -13,983,761.76  3,495,615.18   sFT  0.99995521   +2 22 00.8
 BL2357;UTM  15      - 3,331,871.867   387,398.788   MT  0.99975642   -0 35 11.2
 BL2357
 BL2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2357!SPC TXSC     -   1.00000321  x   0.99995521  =   0.99995842
 BL2357!UTM  15      -   1.00000321  x   0.99975642  =   0.99975963
 BL2357
 BL2357                          SUPERSEDED SURVEY CONTROL
 BL2357
 BL2357  ELLIP H (02/16/96)  -20.39   (m)                       GP(       ) 5 1
 BL2357  NAD 83(1993)-  30 06 46.43720(N)    094 10 07.57075(W) AD(       ) 1
 BL2357  ELLIP H (01/21/93)  -20.38   (m)                       GP(       ) 4 2
 BL2357  NAD 83(1986)-  30 06 46.45703(N)    094 10 07.55160(W) AD(       ) 1
 BL2357  NGVD 29 (12/24/91)    7.2    (m)           24.     (f) GPS OBS        
 BL2357
 BL2357.Superseded values are not recommended for survey control.
 BL2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2357.See file dsdata.txt to determine how the superseded data were derived.
 BL2357
 BL2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8739931872(NAD 83)
 BL2357_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2357_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2357_SP_SET: TOP OF CONC BOX CULVERT HEADWA
 BL2357_STAMPING: JCAD 5
 BL2357_MARK LOGO: JCAD  
 BL2357_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2357+STABILITY: SURFACE MOTION
 BL2357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2357+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL2357
 BL2357  HISTORY     - Date     Condition        Report By
 BL2357  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2357  HISTORY     - 20060304 GOOD             USPSQD
 BL2357
 BL2357                          STATION DESCRIPTION
 BL2357
 BL2357'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2357'IN BEAUMONT, FROM THE INTERSECTION OF DOWLEN ROAD AND DELAWARE STREET,
 BL2357'PROCEED NORTH ON DOWLEN ROAD 0.5 MILES TO THE STATION ON THE LEFT.
 BL2357'THE MARKER IS AT THE SOUTH END OF THE HEADWALL OF THE CONCRETE BOX
 BL2357'CULVERT FOR HILLEBRANT BAYOU ON THE WEST SIDE OF DOWLEN ROAD.  CONTROL
 BL2357'POINT IS FLUSH WITH THE SURROUNDING GROUND.
 BL2357
 BL2357                          STATION RECOVERY (2006)
 BL2357
 BL2357'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL2357'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2358 ***********************************************************************
 BL2358  DESIGNATION -  JCAD 50
 BL2358  PID         -  BL2358
 BL2358  STATE/COUNTY-  TX/JEFFERSON
 BL2358  USGS QUAD   -  VOTH (1993)
 BL2358
 BL2358                         *CURRENT SURVEY CONTROL
 BL2358  ___________________________________________________________________
 BL2358* NAD 83(1993)-  30 08 00.18001(N)    094 09 59.29575(W)     ADJUSTED  
 BL2358* NAVD 88     -        11.0    (meters)      36.     (feet)  VERTCON   
 BL2358  ___________________________________________________________________
 BL2358  X           -    -401,113.819 (meters)                     COMP
 BL2358  Y           -  -5,506,243.676 (meters)                     COMP
 BL2358  Z           -   3,183,161.828 (meters)                     COMP
 BL2358  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BL2358  ELLIP HEIGHT-         -16.65  (meters)          (06/17/02) GPS OBS
 BL2358  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL2358
 BL2358  HORZ ORDER  -  FIRST
 BL2358  ELLP ORDER  -  FIFTH     CLASS I
 BL2358
 BL2358.The horizontal coordinates were established by GPS observations
 BL2358.and adjusted by the National Geodetic Survey in February 1996..
 BL2358
 BL2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2358
 BL2358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2358
 BL2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2358
 BL2358.The ellipsoidal height was determined by GPS observations
 BL2358.and is referenced to NAD 83.
 BL2358
 BL2358.The geoid height was determined by GEOID03.
 BL2358
 BL2358;                    North         East     Units Scale Factor Converg.
 BL2358;SPC TXSC     - 4,264,536.967 1,065,593.145   MT  0.99996013   +2 22 04.8
 BL2358;SPC TXSC     -13,991,235.03  3,496,033.51   sFT  0.99996013   +2 22 04.8
 BL2358;UTM  15      - 3,334,139.671   387,643.445   MT  0.99975575   -0 35 08.3
 BL2358
 BL2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2358!SPC TXSC     -   1.00000261  x   0.99996013  =   0.99996274
 BL2358!UTM  15      -   1.00000261  x   0.99975575  =   0.99975836
 BL2358
 BL2358                          SUPERSEDED SURVEY CONTROL
 BL2358
 BL2358  ELLIP H (02/16/96)  -16.56   (m)                       GP(       ) 5 1
 BL2358  NAD 83(1993)-  30 08 00.17953(N)    094 09 59.29606(W) AD(       ) 1
 BL2358  ELLIP H (01/21/93)  -16.55   (m)                       GP(       ) 4 2
 BL2358  NAD 83(1986)-  30 08 00.19939(N)    094 09 59.27691(W) AD(       ) 1
 BL2358  NGVD 29 (12/24/91)   11.0    (m)           36.     (f) GPS OBS        
 BL2358
 BL2358.Superseded values are not recommended for survey control.
 BL2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2358.See file dsdata.txt to determine how the superseded data were derived.
 BL2358
 BL2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8764334140(NAD 83)
 BL2358_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2358_SP_SET: CONCRETE POST
 BL2358_STAMPING: JCAD 50
 BL2358_MARK LOGO: JCAD  
 BL2358_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2358+STABILITY: SURFACE MOTION
 BL2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2358+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 BL2358
 BL2358  HISTORY     - Date     Condition        Report By
 BL2358  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2358  HISTORY     - 20040728 GOOD             DEWDAV
 BL2358
 BL2358                          STATION DESCRIPTION
 BL2358
 BL2358'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2358'IN BEAUMONT, THE STATION IS LOCATED AT THE INTERSECTION OF STATE
 BL2358'HIGHWAY 105 AND US HIGHWAY 69 AT THE NORTHEAST CORNER OF A TRIANGULAR
 BL2358'GRASSY ISLAND ON THE EAST SIDE OF THE EAST FRONTAGE ROAD AND SOUTH
 BL2358'SIDE OF STATE HIGHWAY 105.  THE MARKER IS 60 FEET SOUTH OF A FIRE
 BL2358'HYDRANT, 81 FEET SOUTHEAST OF A UTILITY POLE, AND 1.0 FEET EAST OF A
 BL2358'FIBERGLASS WITNESS POST.  CONTROL POINT IS FLUSH WITH THE SURROUNDING
 BL2358'GROUND.
 BL2358
 BL2358                          STATION RECOVERY (2004)
 BL2358
 BL2358'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BL2358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2359 ***********************************************************************
 BL2359  DESIGNATION -  JCAD 51
 BL2359  PID         -  BL2359
 BL2359  STATE/COUNTY-  TX/JEFFERSON
 BL2359  USGS QUAD   -  NOME (1984)
 BL2359
 BL2359                         *CURRENT SURVEY CONTROL
 BL2359  ___________________________________________________________________
 BL2359* NAD 83(1993)-  30 05 16.60351(N)    094 24 17.41652(W)     ADJUSTED  
 BL2359* NAVD 88     -        10.9    (meters)      36.     (feet)  VERTCON   
 BL2359  ___________________________________________________________________
 BL2359  X           -    -424,211.905 (meters)                     COMP
 BL2359  Y           -  -5,507,046.657 (meters)                     COMP
 BL2359  Z           -   3,178,804.511 (meters)                     COMP
 BL2359  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BL2359  ELLIP HEIGHT-         -16.73  (meters)          (06/17/02) GPS OBS
 BL2359  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL2359
 BL2359  HORZ ORDER  -  FIRST
 BL2359  ELLP ORDER  -  FIFTH     CLASS I
 BL2359
 BL2359.The horizontal coordinates were established by GPS observations
 BL2359.and adjusted by the National Geodetic Survey in February 1996..
 BL2359
 BL2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2359
 BL2359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2359
 BL2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2359
 BL2359.The ellipsoidal height was determined by GPS observations
 BL2359.and is referenced to NAD 83.
 BL2359
 BL2359.The geoid height was determined by GEOID03.
 BL2359
 BL2359;                    North         East     Units Scale Factor Converg.
 BL2359;SPC TXSC     - 4,258,578.518 1,042,842.258   MT  0.99994940   +2 15 04.4
 BL2359;SPC TXSC     -13,971,686.35  3,421,391.64   sFT  0.99994940   +2 15 04.4
 BL2359;SPC TX C     - 3,061,928.046 1,271,247.373   MT  1.00000779   +3 03 12.7
 BL2359;SPC TX C     -10,045,675.60  4,170,750.76   sFT  1.00000779   +3 03 12.7
 BL2359;UTM  15      - 3,329,362.644   364,619.466   MT  0.99982612   -0 42 15.8
 BL2359
 BL2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2359!SPC TXSC     -   1.00000263  x   0.99994940  =   0.99995203
 BL2359!SPC TX C     -   1.00000263  x   1.00000779  =   1.00001042
 BL2359!UTM  15      -   1.00000263  x   0.99982612  =   0.99982875
 BL2359
 BL2359                          SUPERSEDED SURVEY CONTROL
 BL2359
 BL2359  ELLIP H (02/16/96)  -16.64   (m)                       GP(       ) 5 1
 BL2359  NAD 83(1993)-  30 05 16.60301(N)    094 24 17.41671(W) AD(       ) 1
 BL2359  ELLIP H (01/21/93)  -16.63   (m)                       GP(       ) 4 2
 BL2359  NAD 83(1986)-  30 05 16.62286(N)    094 24 17.39708(W) AD(       ) 1
 BL2359  NGVD 29 (12/24/91)   10.9    (m)           36.     (f) GPS OBS        
 BL2359
 BL2359.Superseded values are not recommended for survey control.
 BL2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2359.See file dsdata.txt to determine how the superseded data were derived.
 BL2359
 BL2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6461929363(NAD 83)
 BL2359_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL2359_SP_SET: TOP OF CONCRETE CULVERT HEADWA
 BL2359_STAMPING: JCAD 51
 BL2359_MARK LOGO: JCAD  
 BL2359_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2359+STABILITY: SURFACE MOTION
 BL2359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2359+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 BL2359
 BL2359  HISTORY     - Date     Condition        Report By
 BL2359  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2359  HISTORY     - 20050129 GOOD             USPSQD
 BL2359
 BL2359                          STATION DESCRIPTION
 BL2359
 BL2359'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2359'FROM THE INTERSECTION OF US HIGHWAY 90 AND STATE STATE HIGHWAY 326 IN
 BL2359'NOME, PROCEED NORTH ON STATE HIGHWAY 326 FOR 3.5 MILES TO A SHELL ROAD
 BL2359'TURN OFF AND THE STATION ON THE RIGHT.  THE MARKER IS ON THE TOP
 BL2359'NORTHEAST CORNER OF THE SOUTH END OF A CONCRETE CULVERT UNDER THE
 BL2359'SHELL ROAD TURN OFF, 48 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 BL2359'326, 13.0 FEET WEST OF A NORTH-SOUTH FENCE LINE, AND 0.6 FEET WEST OF
 BL2359'A FIBERGLASS WITNESS POST.  CONTROL POINT IS FLUSH WITH THE
 BL2359'SURROUNDING GROUND.
 BL2359
 BL2359                          STATION RECOVERY (2005)
 BL2359
 BL2359'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7060 ***********************************************************************
 AW7060  DESIGNATION -  JCAD 52
 AW7060  PID         -  AW7060
 AW7060  STATE/COUNTY-  TX/JEFFERSON
 AW7060  USGS QUAD   -  PORT ACRES (1993)
 AW7060
 AW7060                         *CURRENT SURVEY CONTROL
 AW7060  ___________________________________________________________________
 AW7060* NAD 83(1993)-  29 54 47.66544(N)    094 05 30.54111(W)     ADJUSTED  
 AW7060* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 AW7060  ___________________________________________________________________
 AW7060  X           -    -394,809.868 (meters)                     COMP
 AW7060  Y           -  -5,518,934.278 (meters)                     COMP
 AW7060  Z           -   3,162,029.073 (meters)                     COMP
 AW7060  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AW7060  ELLIP HEIGHT-         -24.20  (meters)          (06/17/02) GPS OBS
 AW7060  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW7060
 AW7060  HORZ ORDER  -  FIRST
 AW7060  ELLP ORDER  -  FIFTH     CLASS I
 AW7060
 AW7060.The horizontal coordinates were established by GPS observations
 AW7060.and adjusted by the National Geodetic Survey in February 1996..
 AW7060
 AW7060.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7060
 AW7060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7060
 AW7060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7060
 AW7060.The ellipsoidal height was determined by GPS observations
 AW7060.and is referenced to NAD 83.
 AW7060
 AW7060.The geoid height was determined by GEOID03.
 AW7060
 AW7060;                    North         East     Units Scale Factor Converg.
 AW7060;SPC TXSC     - 4,240,456.049 1,073,803.856   MT  0.99991403   +2 24 16.5
 AW7060;SPC TXSC     -13,912,229.55  3,522,971.48   sFT  0.99991403   +2 24 16.5
 AW7060;UTM  15      - 3,309,672.581   394,602.072   MT  0.99973706   -0 32 40.3
 AW7060
 AW7060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7060!SPC TXSC     -   1.00000380  x   0.99991403  =   0.99991783
 AW7060!UTM  15      -   1.00000380  x   0.99973706  =   0.99974086
 AW7060
 AW7060                          SUPERSEDED SURVEY CONTROL
 AW7060
 AW7060  ELLIP H (02/16/96)  -24.14   (m)                       GP(       ) 5 1
 AW7060  NAD 83(1993)-  29 54 47.66505(N)    094 05 30.54119(W) AD(       ) 1
 AW7060  ELLIP H (01/21/93)  -24.13   (m)                       GP(       ) 4 2
 AW7060  NAD 83(1986)-  29 54 47.68446(N)    094 05 30.51974(W) AD(       ) 1
 AW7060  NGVD 29 (12/24/91)    3.3    (m)           11.     (f) GPS OBS        
 AW7060
 AW7060.Superseded values are not recommended for survey control.
 AW7060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7060.See file dsdata.txt to determine how the superseded data were derived.
 AW7060
 AW7060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9460209673(NAD 83)
 AW7060_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW7060_SP_SET: TOP OF CONCRETE CULVERT HEADWA
 AW7060_STAMPING: JCAD 52
 AW7060_MARK LOGO: JCAD  
 AW7060_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7060+STABILITY: SURFACE MOTION
 AW7060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7060+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW7060
 AW7060  HISTORY     - Date     Condition        Report By
 AW7060  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7060  HISTORY     - 20041009 GOOD             USPSQD
 AW7060  HISTORY     - 20060305 GOOD             USPSQD
 AW7060
 AW7060                          STATION DESCRIPTION
 AW7060
 AW7060'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7060'FROM THE INTERSECTION OF STATE HIGHWAY 365 AND WEST PORT ARTHUR ROAD,
 AW7060'PROCEED WEST STATE HIGHWAY 365 FOR 4.4 MILES TO THE INTERSECTION WITH
 AW7060'KENNER ROAD AND THE STATION ON THE LEFT.  THE MARKER IS 27 FEET EAST
 AW7060'OF THE CENTERLINE OF KENNER ROAD PROJECTED, ON THE TOP OF A CONCRETE
 AW7060'BOX CULVERT HEADWALL.
 AW7060
 AW7060                          STATION RECOVERY (2004)
 AW7060
 AW7060'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW7060'RECOVERED IN GOOD CONDITION.
 AW7060
 AW7060                          STATION RECOVERY (2006)
 AW7060
 AW7060'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW7060'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7061 ***********************************************************************
 AW7061  DESIGNATION -  JCAD 53
 AW7061  PID         -  AW7061
 AW7061  STATE/COUNTY-  TX/JEFFERSON
 AW7061  USGS QUAD   -  ALLIGATOR HOLE MARSH (1993)
 AW7061
 AW7061                         *CURRENT SURVEY CONTROL
 AW7061  ___________________________________________________________________
 AW7061* NAD 83(1993)-  29 49 37.81055(N)    094 13 57.38103(W)     ADJUSTED  
 AW7061* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 AW7061  ___________________________________________________________________
 AW7061  X           -    -408,720.621 (meters)                     COMP
 AW7061  Y           -  -5,522,685.806 (meters)                     COMP
 AW7061  Z           -   3,153,755.338 (meters)                     COMP
 AW7061  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AW7061  ELLIP HEIGHT-         -24.72  (meters)          (06/17/02) GPS OBS
 AW7061  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW7061
 AW7061  HORZ ORDER  -  FIRST
 AW7061  ELLP ORDER  -  FIFTH     CLASS I
 AW7061
 AW7061.The horizontal coordinates were established by GPS observations
 AW7061.and adjusted by the National Geodetic Survey in February 1996..
 AW7061
 AW7061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7061
 AW7061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7061
 AW7061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7061
 AW7061.The ellipsoidal height was determined by GPS observations
 AW7061.and is referenced to NAD 83.
 AW7061
 AW7061.The geoid height was determined by GEOID03.
 AW7061
 AW7061;                    North         East     Units Scale Factor Converg.
 AW7061;SPC TXSC     - 4,230,361.690 1,060,609.445   MT  0.99990003   +2 20 08.2
 AW7061;SPC TXSC     -13,879,111.64  3,479,682.82   sFT  0.99990003   +2 20 08.2
 AW7061;UTM  15      - 3,300,271.816   380,907.886   MT  0.99977499   -0 36 47.3
 AW7061
 AW7061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7061!SPC TXSC     -   1.00000388  x   0.99990003  =   0.99990391
 AW7061!UTM  15      -   1.00000388  x   0.99977499  =   0.99977887
 AW7061
 AW7061                          SUPERSEDED SURVEY CONTROL
 AW7061
 AW7061  ELLIP H (02/16/96)  -24.65   (m)                       GP(       ) 5 1
 AW7061  NAD 83(1993)-  29 49 37.81008(N)    094 13 57.38110(W) AD(       ) 1
 AW7061  ELLIP H (01/21/93)  -24.64   (m)                       GP(       ) 4 2
 AW7061  NAD 83(1986)-  29 49 37.82915(N)    094 13 57.35901(W) AD(       ) 1
 AW7061  NGVD 29 (12/24/91)    2.7    (m)            9.     (f) GPS OBS        
 AW7061
 AW7061.Superseded values are not recommended for survey control.
 AW7061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7061.See file dsdata.txt to determine how the superseded data were derived.
 AW7061
 AW7061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8090800272(NAD 83)
 AW7061_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7061_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW7061_SP_SET: TOP OF CONCRETE INLET BOX
 AW7061_STAMPING: JCAD 53
 AW7061_MARK LOGO: JCAD  
 AW7061_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7061+STABILITY: SURFACE MOTION
 AW7061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7061+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW7061
 AW7061  HISTORY     - Date     Condition        Report By
 AW7061  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7061  HISTORY     - 20021025 GOOD             USPSQD
 AW7061  HISTORY     - 20060305 GOOD             USPSQD
 AW7061
 AW7061                          STATION DESCRIPTION
 AW7061
 AW7061'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7061'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND STATE HIGHWAY 73 IN
 AW7061'WINNIE, PROCEED EAST ON HIGHWAY 73 FOR 10.2 MILES TO THE STATION ON
 AW7061'THE LEFT.  THE MARKER IS LOCATED ON THE TOP OF A CONCRETE INLET BOX ON
 AW7061'THE NORTH SIDE OF  STATE HIGHWAY 73, 30 FEET NORTH OF THE HIGHWAY
 AW7061'CENTERLINE, 0.3 MILES EAST OF BIG HILL ROAD, AND 0.45 MILES EAST OF
 AW7061'JAP ROAD.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 AW7061
 AW7061                          STATION RECOVERY (2002)
 AW7061
 AW7061'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW7061'RECOVERED IN GOOD CONDITION.
 AW7061
 AW7061                          STATION RECOVERY (2006)
 AW7061
 AW7061'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW7061'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0995 ***********************************************************************
 AV0995  DESIGNATION -  JCAD 54
 AV0995  PID         -  AV0995
 AV0995  STATE/COUNTY-  TX/JEFFERSON
 AV0995  USGS QUAD   -  PORT ARTHUR NORTH (1993)
 AV0995
 AV0995                         *CURRENT SURVEY CONTROL
 AV0995  ___________________________________________________________________
 AV0995* NAD 83(1993)-  29 54 14.36464(N)    093 58 03.33008(W)     ADJUSTED  
 AV0995* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 AV0995  ___________________________________________________________________
 AV0995  X           -    -382,878.490 (meters)                     COMP
 AV0995  Y           -  -5,520,287.181 (meters)                     COMP
 AV0995  Z           -   3,161,140.137 (meters)                     COMP
 AV0995  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AV0995  ELLIP HEIGHT-         -24.41  (meters)          (06/17/02) GPS OBS
 AV0995  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AV0995
 AV0995  HORZ ORDER  -  FIRST
 AV0995  ELLP ORDER  -  FIFTH     CLASS I
 AV0995
 AV0995.The horizontal coordinates were established by GPS observations
 AV0995.and adjusted by the National Geodetic Survey in February 1996..
 AV0995
 AV0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0995
 AV0995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0995
 AV0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0995
 AV0995.The ellipsoidal height was determined by GPS observations
 AV0995.and is referenced to NAD 83.
 AV0995
 AV0995.The geoid height was determined by GEOID03.
 AV0995
 AV0995;                    North         East     Units Scale Factor Converg.
 AV0995;SPC TXSC     - 4,239,941.330 1,085,832.546   MT  0.99991242   +2 27 55.6
 AV0995;SPC TXSC     -13,910,540.85  3,562,435.61   sFT  0.99991242   +2 27 55.6
 AV0995;SPC TX C     - 3,043,896.910 1,314,500.670   MT  1.00006356   +3 16 43.4
 AV0995;SPC TX C     - 9,986,518.45  4,312,657.61   sFT  1.00006356   +3 16 43.4
 AV0995;UTM  15      - 3,308,540.028   406,586.071   MT  0.99970766   -0 28 56.7
 AV0995
 AV0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0995!SPC TXSC     -   1.00000383  x   0.99991242  =   0.99991625
 AV0995!SPC TX C     -   1.00000383  x   1.00006356  =   1.00006739
 AV0995!UTM  15      -   1.00000383  x   0.99970766  =   0.99971149
 AV0995
 AV0995                          SUPERSEDED SURVEY CONTROL
 AV0995
 AV0995  ELLIP H (02/16/96)  -24.34   (m)                       GP(       ) 5 1
 AV0995  NAD 83(1993)-  29 54 14.36409(N)    093 58 03.33013(W) AD(       ) 1
 AV0995  ELLIP H (01/21/93)  -24.32   (m)                       GP(       ) 4 2
 AV0995  NAD 83(1986)-  29 54 14.38383(N)    093 58 03.30967(W) AD(       ) 1
 AV0995  NGVD 29 (12/24/91)    3.0    (m)           10.     (f) GPS OBS        
 AV0995
 AV0995.Superseded values are not recommended for survey control.
 AV0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0995.See file dsdata.txt to determine how the superseded data were derived.
 AV0995
 AV0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0658608540(NAD 83)
 AV0995_MARKER: DH = HORIZONTAL CONTROL DISK
 AV0995_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AV0995_SP_SET: TOP OF CONCRETE BRIDGE RAIL
 AV0995_STAMPING: JCAD 54
 AV0995_MARK LOGO: JCAD  
 AV0995_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0995+STABILITY: SURFACE MOTION
 AV0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0995+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 AV0995
 AV0995  HISTORY     - Date     Condition        Report By
 AV0995  HISTORY     - 1990     MONUMENTED       MERRIC
 AV0995  HISTORY     - 20041128 GOOD             USPSQD
 AV0995  HISTORY     - 20051219 GOOD             USPSQD
 AV0995
 AV0995                          STATION DESCRIPTION
 AV0995
 AV0995'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0995'IN PORT ARTHUR, FROM THE INTERSECTION OF STATE HIGHWAY 73 AND SAVANNAH
 AV0995'AVENUE, PROCEED SOUTHEAST ON SAVANNAH AVENUE FOR 300 FEET TO THE
 AV0995'STATION ON THE LEFT.  THE MARKER IS LOCATED ON THE TOP OF A CONCRETE
 AV0995'BRIDGE RAIL ON THE NORTH SIDE OF SAVANNAH AVENUE AT THE WEST END OF
 AV0995'THE BRIDGE.  CONTROL POINT PROJECTS ABOUT 2 FEET FROM THE SURROUNDING
 AV0995'GROUND.
 AV0995
 AV0995                          STATION RECOVERY (2004)
 AV0995
 AV0995'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AV0995'EXACT GP.
 AV0995
 AV0995                          STATION RECOVERY (2005)
 AV0995
 AV0995'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AV0995'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0996 ***********************************************************************
 AV0996  DESIGNATION -  JCAD 55
 AV0996  PID         -  AV0996
 AV0996  STATE/COUNTY-  TX/JEFFERSON
 AV0996  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0996
 AV0996                         *CURRENT SURVEY CONTROL
 AV0996  ___________________________________________________________________
 AV0996* NAD 83(1993)-  29 50 55.34862(N)    093 56 36.57683(W)     ADJUSTED  
 AV0996* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 AV0996  ___________________________________________________________________
 AV0996  X           -    -380,766.591 (meters)                     COMP
 AV0996  Y           -  -5,523,492.909 (meters)                     COMP
 AV0996  Z           -   3,155,826.421 (meters)                     COMP
 AV0996  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AV0996  ELLIP HEIGHT-         -24.58  (meters)          (06/17/02) GPS OBS
 AV0996  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AV0996
 AV0996  HORZ ORDER  -  FIRST
 AV0996  ELLP ORDER  -  FIFTH     CLASS I
 AV0996
 AV0996.The horizontal coordinates were established by GPS observations
 AV0996.and adjusted by the National Geodetic Survey in February 1996..
 AV0996
 AV0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0996
 AV0996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0996
 AV0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0996
 AV0996.The ellipsoidal height was determined by GPS observations
 AV0996.and is referenced to NAD 83.
 AV0996
 AV0996.The geoid height was determined by GEOID03.
 AV0996
 AV0996;                    North         East     Units Scale Factor Converg.
 AV0996;SPC TXSC     - 4,233,919.914 1,088,422.397   MT  0.99990332   +2 28 38.1
 AV0996;SPC TXSC     -13,890,785.58  3,570,932.48   sFT  0.99990332   +2 28 38.1
 AV0996;SPC LA S     -   152,369.076   747,813.870   MT  0.99992925   -1 18 18.4
 AV0996;SPC LA S     -   499,897.54  2,453,452.67   sFT  0.99992925   -1 18 18.4
 AV0996;UTM  15      - 3,302,394.657   408,862.423   MT  0.99970248   -0 28 10.6
 AV0996
 AV0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0996!SPC TXSC     -   1.00000386  x   0.99990332  =   0.99990718
 AV0996!SPC LA S     -   1.00000386  x   0.99992925  =   0.99993311
 AV0996!UTM  15      -   1.00000386  x   0.99970248  =   0.99970634
 AV0996
 AV0996                          SUPERSEDED SURVEY CONTROL
 AV0996
 AV0996  ELLIP H (02/16/96)  -24.52   (m)                       GP(       ) 5 1
 AV0996  NAD 83(1993)-  29 50 55.34824(N)    093 56 36.57686(W) AD(       ) 1
 AV0996  ELLIP H (01/21/93)  -24.50   (m)                       GP(       ) 4 2
 AV0996  NAD 83(1986)-  29 50 55.36789(N)    093 56 36.55612(W) AD(       ) 1
 AV0996  NGVD 29 (12/24/91)    2.8    (m)            9.     (f) GPS OBS        
 AV0996
 AV0996.Superseded values are not recommended for survey control.
 AV0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0996.See file dsdata.txt to determine how the superseded data were derived.
 AV0996
 AV0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0886202395(NAD 83)
 AV0996_MARKER: DH = HORIZONTAL CONTROL DISK
 AV0996_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AV0996_SP_SET: TOP OF CONCRETE CULVERT HEADWA
 AV0996_STAMPING: JCAD 55
 AV0996_MARK LOGO: JCAD  
 AV0996_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AV0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0996+STABILITY: SURFACE MOTION
 AV0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0996+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 AV0996
 AV0996  HISTORY     - Date     Condition        Report By
 AV0996  HISTORY     - 1990     MONUMENTED       MERRIC
 AV0996  HISTORY     - 20051219 GOOD             USPSQD
 AV0996
 AV0996                          STATION DESCRIPTION
 AV0996
 AV0996'DESCRIBED BY MERRICK AND COMPANY 1990
 AV0996'IN PORT ARTHUR, FROM THE INTERSECTION OF STATE HIGHWAY 82 AND T. B.
 AV0996'ELLISON PARKWAY ON PLEASURE ISLAND, PROCEED NORTH ON T.B. ELLISON
 AV0996'PARKWAY FOR 0.15 MILES FEET TO AN ENTRANCE TO A PARK, TURN RIGHT AND
 AV0996'GO TO A T INTERSECTION, TURN LEFT AND GO TO THE NORTH END OF THE
 AV0996'FIRST PARKING LOT AND THE STATION.  THE MARKER IS LOCATED ON THE TOP
 AV0996'OF A CONCRETE CULVERT HEADWALL, APPROX 30 FEET NORTH OF THE PARKING
 AV0996'LOT ,AND APPROX 20 FEET EAST OF THE ROAD CENTERLINE.  CONTROL POINT
 AV0996'PROJECTS ABOUT 1.0 FEET FROM THE SURROUNDING GROUND.
 AV0996
 AV0996                          STATION RECOVERY (2005)
 AV0996
 AV0996'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AV0996'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2360 ***********************************************************************
 BL2360  DESIGNATION -  JCAD 56
 BL2360  PID         -  BL2360
 BL2360  STATE/COUNTY-  TX/JEFFERSON
 BL2360  USGS QUAD   -  BEAUMONT WEST (1994)
 BL2360
 BL2360                         *CURRENT SURVEY CONTROL
 BL2360  ___________________________________________________________________
 BL2360* NAD 83(1993)-  30 03 43.98717(N)    094 13 40.14680(W)     ADJUSTED  
 BL2360* NAVD 88     -         9.2    (meters)      30.     (feet)  VERTCON   
 BL2360  ___________________________________________________________________
 BL2360  X           -    -407,300.757 (meters)                     COMP
 BL2360  Y           -  -5,509,754.910 (meters)                     COMP
 BL2360  Z           -   3,176,335.758 (meters)                     COMP
 BL2360  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BL2360  ELLIP HEIGHT-         -18.34  (meters)          (06/17/02) GPS OBS
 BL2360  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2360
 BL2360  HORZ ORDER  -  FIRST
 BL2360  ELLP ORDER  -  FIFTH     CLASS I
 BL2360
 BL2360.The horizontal coordinates were established by GPS observations
 BL2360.and adjusted by the National Geodetic Survey in February 1996..
 BL2360
 BL2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2360
 BL2360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2360
 BL2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2360
 BL2360.The ellipsoidal height was determined by GPS observations
 BL2360.and is referenced to NAD 83.
 BL2360
 BL2360.The geoid height was determined by GEOID03.
 BL2360
 BL2360;                    North         East     Units Scale Factor Converg.
 BL2360;SPC TXSC     - 4,256,412.337 1,060,008.904   MT  0.99994361   +2 20 16.6
 BL2360;SPC TXSC     -13,964,579.48  3,477,712.55   sFT  0.99994361   +2 20 16.6
 BL2360;UTM  15      - 3,326,315.019   381,649.137   MT  0.99977281   -0 36 54.5
 BL2360
 BL2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2360!SPC TXSC     -   1.00000288  x   0.99994361  =   0.99994649
 BL2360!UTM  15      -   1.00000288  x   0.99977281  =   0.99977569
 BL2360
 BL2360                          SUPERSEDED SURVEY CONTROL
 BL2360
 BL2360  ELLIP H (02/16/96)  -18.26   (m)                       GP(       ) 5 1
 BL2360  NAD 83(1993)-  30 03 43.98666(N)    094 13 40.14707(W) AD(       ) 1
 BL2360  ELLIP H (01/21/93)  -18.25   (m)                       GP(       ) 4 2
 BL2360  NAD 83(1986)-  30 03 44.00643(N)    094 13 40.12797(W) AD(       ) 1
 BL2360  NGVD 29 (12/24/91)    9.2    (m)           30.     (f) GPS OBS        
 BL2360
 BL2360.Superseded values are not recommended for survey control.
 BL2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2360.See file dsdata.txt to determine how the superseded data were derived.
 BL2360
 BL2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8164926315(NAD 83)
 BL2360_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2360_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BL2360_SP_SET: TOP OF CONCRETE CULVERT HEADWA
 BL2360_STAMPING: JCAD 56
 BL2360_MARK LOGO: JCAD  
 BL2360_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2360+STABILITY: SURFACE MOTION
 BL2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2360+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 BL2360
 BL2360  HISTORY     - Date     Condition        Report By
 BL2360  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2360  HISTORY     - 20040304 GOOD             USPSQD
 BL2360
 BL2360                          STATION DESCRIPTION
 BL2360
 BL2360'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2360'FROM THE INTERSECTION OF US HIGHWAY 90 AND FARM ROAD 364, PROCEED WEST
 BL2360'ON US HIGHWAY 90 FOR 2.3 MILES TO THE STATION ON THE LEFT.  THE MARKER
 BL2360'IS SET ON TOP OF A CONCRETE CULVERT HEADWALL BETWEEN THE EASTBOUND AND
 BL2360'WESTBOUND LANES OF US HIGHWAY 90, 69.7 FEET SOUTH OF THE CENTERLINE OF
 BL2360'THE WESTBOUND LANES, AND 116.6 FEET WEST OF THE MOBIL CHEMICAL PLANT
 BL2360'ENTRANCE.
 BL2360
 BL2360                          STATION RECOVERY (2004)
 BL2360
 BL2360'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL2360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2361 ***********************************************************************
 BL2361  DESIGNATION -  JCAD 57
 BL2361  PID         -  BL2361
 BL2361  STATE/COUNTY-  TX/JEFFERSON
 BL2361  USGS QUAD   -  CHINA (1985)
 BL2361
 BL2361                         *CURRENT SURVEY CONTROL
 BL2361  ___________________________________________________________________
 BL2361* NAD 83(1993)-  30 05 58.89166(N)    094 16 31.09551(W)     ADJUSTED  
 BL2361* NAVD 88     -        13.5    (meters)      44.     (feet)  VERTCON   
 BL2361  ___________________________________________________________________
 BL2361  X           -    -411,712.058 (meters)                     COMP
 BL2361  Y           -  -5,507,342.758 (meters)                     COMP
 BL2361  Z           -   3,179,932.452 (meters)                     COMP
 BL2361  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BL2361  ELLIP HEIGHT-         -14.14  (meters)          (06/17/02) GPS OBS
 BL2361  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL2361
 BL2361  HORZ ORDER  -  FIRST
 BL2361  ELLP ORDER  -  FIFTH     CLASS I
 BL2361
 BL2361.The horizontal coordinates were established by GPS observations
 BL2361.and adjusted by the National Geodetic Survey in February 1996..
 BL2361
 BL2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2361
 BL2361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2361
 BL2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2361
 BL2361.The ellipsoidal height was determined by GPS observations
 BL2361.and is referenced to NAD 83.
 BL2361
 BL2361.The geoid height was determined by GEOID03.
 BL2361
 BL2361;                    North         East     Units Scale Factor Converg.
 BL2361;SPC TXSC     - 4,260,376.958 1,055,266.307   MT  0.99995211   +2 18 52.9
 BL2361;SPC TXSC     -13,977,586.74  3,462,152.88   sFT  0.99995211   +2 18 52.9
 BL2361;UTM  15      - 3,330,518.048   377,117.896   MT  0.99978629   -0 38 22.8
 BL2361
 BL2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2361!SPC TXSC     -   1.00000222  x   0.99995211  =   0.99995433
 BL2361!UTM  15      -   1.00000222  x   0.99978629  =   0.99978851
 BL2361
 BL2361                          SUPERSEDED SURVEY CONTROL
 BL2361
 BL2361  ELLIP H (02/16/96)  -14.06   (m)                       GP(       ) 5 1
 BL2361  NAD 83(1993)-  30 05 58.89115(N)    094 16 31.09575(W) AD(       ) 1
 BL2361  ELLIP H (01/21/93)  -14.04   (m)                       GP(       ) 4 2
 BL2361  NAD 83(1986)-  30 05 58.91096(N)    094 16 31.07676(W) AD(       ) 1
 BL2361  NGVD 29 (12/24/91)   13.5    (m)           44.     (f) GPS OBS        
 BL2361
 BL2361.Superseded values are not recommended for survey control.
 BL2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2361.See file dsdata.txt to determine how the superseded data were derived.
 BL2361
 BL2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7711830518(NAD 83)
 BL2361_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2361_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2361_SP_SET: TOP OF CONCRETE BRIDGE RAIL
 BL2361_STAMPING: JCAD 57
 BL2361_MARK LOGO: JCAD  
 BL2361_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2361+STABILITY: SURFACE MOTION
 BL2361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2361+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL2361
 BL2361  HISTORY     - Date     Condition        Report By
 BL2361  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2361  HISTORY     - 20050129 GOOD             USPSQD
 BL2361  HISTORY     - 20060304 GOOD             USPSQD
 BL2361
 BL2361                          STATION DESCRIPTION
 BL2361
 BL2361'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2361'FROM THE INTERSECTION OF SOUR LAKE ROAD AND MOORE ROAD, PROCEED NORTH
 BL2361'ON MOORE ROAD FOR 0.8 MILES TO A BRIDGE OVER THE LOWER NECHES VALLEY
 BL2361'AUTHORITY CANAL AND THE STATION ON THE LEFT.  THE MARKER IS SET ON TOP
 BL2361'OF THE CONCRETE BRIDGE RAIL AT THE NORTH END OF THE EAST SIDE, AND IS
 BL2361'1.0 FEET SOUTH OF A FIBERGLASS WITNESS POST.  CONTROL POINT PROJECTS
 BL2361'ABOUT 1.5 FEET ABOVE THE SURROUNDING GROUND.
 BL2361
 BL2361                          STATION RECOVERY (2005)
 BL2361
 BL2361'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2361'RECOVERED IN GOOD CONDITION.
 BL2361
 BL2361                          STATION RECOVERY (2006)
 BL2361
 BL2361'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL2361'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7062 ***********************************************************************
 AW7062  DESIGNATION -  JCAD 58
 AW7062  PID         -  AW7062
 AW7062  STATE/COUNTY-  TX/JEFFERSON
 AW7062  USGS QUAD   -  WINNIE NW (1994)
 AW7062
 AW7062                         *CURRENT SURVEY CONTROL
 AW7062  ___________________________________________________________________
 AW7062* NAD 83(1993)-  29 57 52.35259(N)    094 24 10.18077(W)     ADJUSTED  
 AW7062* NAVD 88     -        10.4    (meters)      34.     (feet)  VERTCON   
 AW7062  ___________________________________________________________________
 AW7062  X           -    -424,544.186 (meters)                     COMP
 AW7062  Y           -  -5,513,886.195 (meters)                     COMP
 AW7062  Z           -   3,166,960.618 (meters)                     COMP
 AW7062  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AW7062  ELLIP HEIGHT-         -17.12  (meters)          (06/17/02) GPS OBS
 AW7062  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW7062
 AW7062  HORZ ORDER  -  FIRST
 AW7062  ELLP ORDER  -  FIFTH     CLASS I
 AW7062
 AW7062.The horizontal coordinates were established by GPS observations
 AW7062.and adjusted by the National Geodetic Survey in February 1996..
 AW7062
 AW7062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7062
 AW7062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7062
 AW7062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7062
 AW7062.The ellipsoidal height was determined by GPS observations
 AW7062.and is referenced to NAD 83.
 AW7062
 AW7062.The geoid height was determined by GEOID03.
 AW7062
 AW7062;                    North         East     Units Scale Factor Converg.
 AW7062;SPC TXSC     - 4,244,917.990 1,043,573.409   MT  0.99992345   +2 15 08.0
 AW7062;SPC TXSC     -13,926,868.44  3,423,790.43   sFT  0.99992345   +2 15 08.0
 AW7062;SPC TX C     - 3,048,277.873 1,272,169.819   MT  1.00004408   +3 03 16.4
 AW7062;SPC TX C     -10,000,891.66  4,173,777.15   sFT  1.00004408   +3 03 16.4
 AW7062;UTM  15      - 3,315,684.092   364,645.587   MT  0.99982604   -0 42 02.8
 AW7062
 AW7062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7062!SPC TXSC     -   1.00000269  x   0.99992345  =   0.99992614
 AW7062!SPC TX C     -   1.00000269  x   1.00004408  =   1.00004677
 AW7062!UTM  15      -   1.00000269  x   0.99982604  =   0.99982873
 AW7062
 AW7062                          SUPERSEDED SURVEY CONTROL
 AW7062
 AW7062  ELLIP H (02/16/96)  -17.04   (m)                       GP(       ) 5 1
 AW7062  NAD 83(1993)-  29 57 52.35206(N)    094 24 10.18091(W) AD(       ) 1
 AW7062  ELLIP H (01/21/93)  -17.02   (m)                       GP(       ) 4 2
 AW7062  NAD 83(1986)-  29 57 52.37170(N)    094 24 10.16073(W) AD(       ) 1
 AW7062  NGVD 29 (12/24/91)   10.4    (m)           34.     (f) GPS OBS        
 AW7062
 AW7062.Superseded values are not recommended for survey control.
 AW7062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7062.See file dsdata.txt to determine how the superseded data were derived.
 AW7062
 AW7062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6464615684(NAD 83)
 AW7062_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7062_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW7062_SP_SET: TOP OF CONCRETE CULVERT HEADWA
 AW7062_STAMPING: JCAD 58
 AW7062_MARK LOGO: JCAD  
 AW7062_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7062+STABILITY: SURFACE MOTION
 AW7062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7062+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 AW7062
 AW7062  HISTORY     - Date     Condition        Report By
 AW7062  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7062  HISTORY     - 20050129 GOOD             USPSQD
 AW7062
 AW7062                          STATION DESCRIPTION
 AW7062
 AW7062'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7062'FROM THE INTERSECTION OF US HIGHWAY 90 AND STATE HIGHWAY 365 IN NOME,
 AW7062'PROCEED SOUTH ON STATE HIGHWAY 365 FOR 5.2 MILES TO THE INTERSECTION
 AW7062'WITH FARM ROAD 1406 AND THE STATION.  THE MARKER IS SET ON TOP OF THE
 AW7062'CONCRETE CULVERT HEADWALL ON THE SOUTH SIDE OF A TRIANGLE FORMED BY
 AW7062'THE ROAD INTERSECTION.  CONTROL POINT PROJECTS ABOUT 1.5 FEET ABOVE
 AW7062'THE SURROUNDING GROUND.
 AW7062
 AW7062                          STATION RECOVERY (2005)
 AW7062
 AW7062'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW7062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2362 ***********************************************************************
 BL2362  DESIGNATION -  JCAD 6
 BL2362  PID         -  BL2362
 BL2362  STATE/COUNTY-  TX/JEFFERSON
 BL2362  USGS QUAD   -  BEAUMONT WEST (1994)
 BL2362
 BL2362                         *CURRENT SURVEY CONTROL
 BL2362  ___________________________________________________________________
 BL2362* NAD 83(1993)-  30 05 25.89752(N)    094 10 17.32356(W)     ADJUSTED  
 BL2362* NAVD 88     -         6.7    (meters)      22.     (feet)  VERTCON   
 BL2362  ___________________________________________________________________
 BL2362  X           -    -401,768.175 (meters)                     COMP
 BL2362  Y           -  -5,508,582.001 (meters)                     COMP
 BL2362  Z           -   3,179,050.018 (meters)                     COMP
 BL2362  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BL2362  ELLIP HEIGHT-         -20.95  (meters)          (06/17/02) GPS OBS
 BL2362  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL2362
 BL2362  HORZ ORDER  -  FIRST
 BL2362  ELLP ORDER  -  FIFTH     CLASS I
 BL2362
 BL2362.The horizontal coordinates were established by GPS observations
 BL2362.and adjusted by the National Geodetic Survey in February 1996..
 BL2362
 BL2362.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2362
 BL2362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2362
 BL2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2362
 BL2362.The ellipsoidal height was determined by GPS observations
 BL2362.and is referenced to NAD 83.
 BL2362
 BL2362.The geoid height was determined by GEOID03.
 BL2362
 BL2362;                    North         East     Units Scale Factor Converg.
 BL2362;SPC TXSC     - 4,259,770.502 1,065,307.126   MT  0.99994999   +2 21 56.0
 BL2362;SPC TXSC     -13,975,597.06  3,495,095.13   sFT  0.99994999   +2 21 56.0
 BL2362;UTM  15      - 3,329,395.216   387,112.334   MT  0.99975722   -0 35 14.7
 BL2362
 BL2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2362!SPC TXSC     -   1.00000329  x   0.99994999  =   0.99995328
 BL2362!UTM  15      -   1.00000329  x   0.99975722  =   0.99976051
 BL2362
 BL2362                          SUPERSEDED SURVEY CONTROL
 BL2362
 BL2362  ELLIP H (02/16/96)  -20.86   (m)                       GP(       ) 5 1
 BL2362  NAD 83(1993)-  30 05 25.89703(N)    094 10 17.32386(W) AD(       ) 1
 BL2362  ELLIP H (01/21/93)  -20.86   (m)                       GP(       ) 4 2
 BL2362  NAD 83(1986)-  30 05 25.91686(N)    094 10 17.30472(W) AD(       ) 1
 BL2362  NGVD 29 (12/24/91)    6.7    (m)           22.     (f) GPS OBS        
 BL2362
 BL2362.Superseded values are not recommended for survey control.
 BL2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2362.See file dsdata.txt to determine how the superseded data were derived.
 BL2362
 BL2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8711229395(NAD 83)
 BL2362_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2362_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2362_SP_SET: TOP OF CONCRETE INLET BOX
 BL2362_STAMPING: JCAD 6
 BL2362_MARK LOGO: JCAD  
 BL2362_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2362+STABILITY: SURFACE MOTION
 BL2362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2362+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL2362
 BL2362  HISTORY     - Date     Condition        Report By
 BL2362  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2362  HISTORY     - 20050202 GOOD             USPSQD
 BL2362  HISTORY     - 20060304 GOOD             USPSQD
 BL2362
 BL2362                          STATION DESCRIPTION
 BL2362
 BL2362'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2362'IN BEAUMONT, FROM THE INTERSECTION OF DOWLEN ROAD AND GLADYS AVENUE,
 BL2362'PROCEED SOUTH ON DOWLEN ROAD APPROX 300 FEET TO THE STATION ON THE
 BL2362'RIGHT.  THE MARKER IS ON THE TOP NORTHEAST CORNER OF A CONCRETE INLET
 BL2362'BOX IN FRONT OF THE MARSHALL MIDDLE SCHOOL PARKING LOT.  CONTROL POINT
 BL2362'IS FLUSH WITH THE SURROUNDING GROUND.
 BL2362
 BL2362                          STATION RECOVERY (2005)
 BL2362
 BL2362'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL2362'RECOVERED IN GOOD CONDITION.
 BL2362
 BL2362                          STATION RECOVERY (2006)
 BL2362
 BL2362'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL2362'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7063 ***********************************************************************
 AW7063  DESIGNATION -  JCAD 60
 AW7063  PID         -  AW7063
 AW7063  STATE/COUNTY-  TX/JEFFERSON
 AW7063  USGS QUAD   -  ALLIGATOR HOLE MARSH (1993)
 AW7063
 AW7063                         *CURRENT SURVEY CONTROL
 AW7063  ___________________________________________________________________
 AW7063* NAD 83(1993)-  29 50 34.66359(N)    094 09 37.87094(W)     ADJUSTED  
 AW7063* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 AW7063  ___________________________________________________________________
 AW7063  X           -    -401,708.817 (meters)                     COMP
 AW7063  Y           -  -5,522,327.274 (meters)                     COMP
 AW7063  Z           -   3,155,274.045 (meters)                     COMP
 AW7063  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW7063  ELLIP HEIGHT-         -24.44  (meters)          (06/17/02) GPS OBS
 AW7063  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW7063
 AW7063  HORZ ORDER  -  FIRST
 AW7063  ELLP ORDER  -  FIFTH     CLASS I
 AW7063
 AW7063.The horizontal coordinates were established by GPS observations
 AW7063.and adjusted by the National Geodetic Survey in February 1996..
 AW7063
 AW7063.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7063
 AW7063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7063
 AW7063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7063
 AW7063.The ellipsoidal height was determined by GPS observations
 AW7063.and is referenced to NAD 83.
 AW7063
 AW7063.The geoid height was determined by GEOID03.
 AW7063
 AW7063;                    North         East     Units Scale Factor Converg.
 AW7063;SPC TXSC     - 4,232,396.668 1,067,497.804   MT  0.99990243   +2 22 15.3
 AW7063;SPC TXSC     -13,885,788.07  3,502,282.38   sFT  0.99990243   +2 22 15.3
 AW7063;UTM  15      - 3,301,949.531   387,890.854   MT  0.99975507   -0 34 39.2
 AW7063
 AW7063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7063!SPC TXSC     -   1.00000384  x   0.99990243  =   0.99990627
 AW7063!UTM  15      -   1.00000384  x   0.99975507  =   0.99975891
 AW7063
 AW7063                          SUPERSEDED SURVEY CONTROL
 AW7063
 AW7063  ELLIP H (02/16/96)  -24.37   (m)                       GP(       ) 5 1
 AW7063  NAD 83(1993)-  29 50 34.66318(N)    094 09 37.87102(W) AD(       ) 1
 AW7063  ELLIP H (01/21/93)  -24.36   (m)                       GP(       ) 4 2
 AW7063  NAD 83(1986)-  29 50 34.68246(N)    094 09 37.84932(W) AD(       ) 1
 AW7063  NGVD 29 (12/24/91)    3.0    (m)           10.     (f) GPS OBS        
 AW7063
 AW7063.Superseded values are not recommended for survey control.
 AW7063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7063.See file dsdata.txt to determine how the superseded data were derived.
 AW7063
 AW7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8789101950(NAD 83)
 AW7063_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW7063_SP_SET: TOP OF CONCRETE BOX CULVERT
 AW7063_STAMPING: JCAD 60
 AW7063_MARK LOGO: JCAD  
 AW7063_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7063+STABILITY: SURFACE MOTION
 AW7063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7063+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW7063
 AW7063  HISTORY     - Date     Condition        Report By
 AW7063  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7063  HISTORY     - 20021025 GOOD             USPSQD
 AW7063  HISTORY     - 20060305 GOOD             USPSQD
 AW7063
 AW7063                          STATION DESCRIPTION
 AW7063
 AW7063'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7063'FROM THE INTERSECTION OF STATE HIGHWAY 73 AND WEST PORT ARTHUR ROAD,
 AW7063'PROCEED WEST ON STATE HIGHWAY 73 FOR 10.1 MILES TO LABELLE ROAD AND
 AW7063'THE STATION ON THE RIGHT.  THE MARKER IS LOCATED ON THE TOP NORTHWEST
 AW7063'CORNER OF A CONCRETE BOX CULVERT BOX AT THE NORTHEAST CORNER OF THE
 AW7063'INTERSECTION, 88.4 FEET EAST OF THE CENTERLINE OF LABELLE ROAD, AND
 AW7063'29.6 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 73.  CONTROL POINT
 AW7063'IS FLUSH WITH THE SURROUNDING GROUND.
 AW7063
 AW7063                          STATION RECOVERY (2002)
 AW7063
 AW7063'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW7063'RECOVERED IN GOOD CONDITION.
 AW7063
 AW7063                          STATION RECOVERY (2006)
 AW7063
 AW7063'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW7063'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7064 ***********************************************************************
 AW7064  DESIGNATION -  JCAD 61
 AW7064  PID         -  AW7064
 AW7064  STATE/COUNTY-  TX/JEFFERSON
 AW7064  USGS QUAD   -  FANNETT EAST (1964)
 AW7064
 AW7064                         *CURRENT SURVEY CONTROL
 AW7064  ___________________________________________________________________
 AW7064* NAD 83(1993)-  29 57 32.22868(N)    094 13 36.36752(W)     ADJUSTED  
 AW7064* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 AW7064  ___________________________________________________________________
 AW7064  X           -    -407,621.549 (meters)                     COMP
 AW7064  Y           -  -5,515,468.937 (meters)                     COMP
 AW7064  Z           -   3,166,421.231 (meters)                     COMP
 AW7064  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AW7064  ELLIP HEIGHT-         -22.21  (meters)          (06/17/02) GPS OBS
 AW7064  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW7064
 AW7064  HORZ ORDER  -  FIRST
 AW7064  ELLP ORDER  -  FIFTH     CLASS I
 AW7064
 AW7064.The horizontal coordinates were established by GPS observations
 AW7064.and adjusted by the National Geodetic Survey in February 1996..
 AW7064
 AW7064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7064
 AW7064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7064
 AW7064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7064
 AW7064.The ellipsoidal height was determined by GPS observations
 AW7064.and is referenced to NAD 83.
 AW7064
 AW7064.The geoid height was determined by GEOID03.
 AW7064
 AW7064;                    North         East     Units Scale Factor Converg.
 AW7064;SPC TXSC     - 4,244,979.435 1,060,577.091   MT  0.99992239   +2 20 18.5
 AW7064;SPC TXSC     -13,927,070.03  3,479,576.67   sFT  0.99992239   +2 20 18.5
 AW7064;UTM  15      - 3,314,869.858   381,627.762   MT  0.99977288   -0 36 45.7
 AW7064
 AW7064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7064!SPC TXSC     -   1.00000349  x   0.99992239  =   0.99992588
 AW7064!UTM  15      -   1.00000349  x   0.99977288  =   0.99977637
 AW7064
 AW7064                          SUPERSEDED SURVEY CONTROL
 AW7064
 AW7064  ELLIP H (02/16/96)  -22.13   (m)                       GP(       ) 5 1
 AW7064  NAD 83(1993)-  29 57 32.22812(N)    094 13 36.36763(W) AD(       ) 1
 AW7064  ELLIP H (01/21/93)  -22.12   (m)                       GP(       ) 4 2
 AW7064  NAD 83(1986)-  29 57 32.24749(N)    094 13 36.34692(W) AD(       ) 1
 AW7064  NGVD 29 (12/24/91)    5.3    (m)           17.     (f) GPS OBS        
 AW7064
 AW7064.Superseded values are not recommended for survey control.
 AW7064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7064.See file dsdata.txt to determine how the superseded data were derived.
 AW7064
 AW7064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8162814870(NAD 83)
 AW7064_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7064_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW7064_SP_SET: TOP OF CONCRETE CULVERT HEADWA
 AW7064_STAMPING: JCAD 61
 AW7064_MARK LOGO: JCAD  
 AW7064_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7064+STABILITY: SURFACE MOTION
 AW7064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7064+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 AW7064
 AW7064  HISTORY     - Date     Condition        Report By
 AW7064  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7064  HISTORY     - 20060305 GOOD             USPSQD
 AW7064
 AW7064                          STATION DESCRIPTION
 AW7064
 AW7064'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7064'FROM THE INTERSECTION OF STATE HIGHWAY 124 AND STATE HIGHWAY 365 IN
 AW7064'FANNETT, PROCEED NORTHEAST ON STATE HIGHWAY 124 FOR 2.7 MILES TO
 AW7064'GAULDING ROAD AND THE STATION ON THE RIGHT.  THE MARKER IS LOCATED ON
 AW7064'THE TOP NORTHEAST CORNER OF A CONCRETE CULVERT HEADWALL, 15 FEET SOUTH
 AW7064'OF THE EDGE OF ASPHALT OF STATE HIGHWAY 124, AND 20 FEET EAST OF THE
 AW7064'EDGE OF ASPHALT ON GAULDING ROAD.  CONTROL POINT PROJECTS ABOUT 1.0
 AW7064'FEET FROM THE SURROUNDING GROUND.
 AW7064
 AW7064                          STATION RECOVERY (2006)
 AW7064
 AW7064'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW7064'FOUND AS DESCRBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2363 ***********************************************************************
 BL2363  DESIGNATION -  JCAD 62
 BL2363  PID         -  BL2363
 BL2363  STATE/COUNTY-  TX/JEFFERSON
 BL2363  USGS QUAD   -  CHINA (1985)
 BL2363
 BL2363                         *CURRENT SURVEY CONTROL
 BL2363  ___________________________________________________________________
 BL2363* NAD 83(1993)-  30 00 00.96252(N)    094 17 58.05038(W)     ADJUSTED  
 BL2363* NAVD 88     -         7.7    (meters)      25.     (feet)  VERTCON   
 BL2363  ___________________________________________________________________
 BL2363  X           -    -414,447.139 (meters)                     COMP
 BL2363  Y           -  -5,512,667.342 (meters)                     COMP
 BL2363  Z           -   3,170,389.483 (meters)                     COMP
 BL2363  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BL2363  ELLIP HEIGHT-         -19.84  (meters)          (06/17/02) GPS OBS
 BL2363  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL2363
 BL2363  HORZ ORDER  -  FIRST
 BL2363  ELLP ORDER  -  FIFTH     CLASS I
 BL2363
 BL2363.The horizontal coordinates were established by GPS observations
 BL2363.and adjusted by the National Geodetic Survey in February 1996..
 BL2363
 BL2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2363
 BL2363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2363
 BL2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2363
 BL2363.The ellipsoidal height was determined by GPS observations
 BL2363.and is referenced to NAD 83.
 BL2363
 BL2363.The geoid height was determined by GEOID03.
 BL2363
 BL2363;                    North         East     Units Scale Factor Converg.
 BL2363;SPC TXSC     - 4,249,271.160 1,053,382.936   MT  0.99993049   +2 18 10.3
 BL2363;SPC TXSC     -13,941,150.46  3,455,973.85   sFT  0.99993049   +2 18 10.3
 BL2363;UTM  15      - 3,319,525.705   374,665.164   MT  0.99979381   -0 38 59.3
 BL2363
 BL2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2363!SPC TXSC     -   1.00000312  x   0.99993049  =   0.99993361
 BL2363!UTM  15      -   1.00000312  x   0.99979381  =   0.99979693
 BL2363
 BL2363                          SUPERSEDED SURVEY CONTROL
 BL2363
 BL2363  ELLIP H (02/16/96)  -19.76   (m)                       GP(       ) 5 1
 BL2363  NAD 83(1993)-  30 00 00.96200(N)    094 17 58.05053(W) AD(       ) 1
 BL2363  ELLIP H (01/21/93)  -19.74   (m)                       GP(       ) 4 2
 BL2363  NAD 83(1986)-  30 00 00.98158(N)    094 17 58.03039(W) AD(       ) 1
 BL2363  NGVD 29 (12/24/91)    7.7    (m)           25.     (f) GPS OBS        
 BL2363
 BL2363.Superseded values are not recommended for survey control.
 BL2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2363.See file dsdata.txt to determine how the superseded data were derived.
 BL2363
 BL2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7466519526(NAD 83)
 BL2363_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2363_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2363_SP_SET: TOP OF CONCRETE BRIDGE DECK
 BL2363_STAMPING: JCAD 62
 BL2363_MARK LOGO: JCAD  
 BL2363_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2363+STABILITY: SURFACE MOTION
 BL2363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2363+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL2363
 BL2363  HISTORY     - Date     Condition        Report By
 BL2363  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2363  HISTORY     - 20050129 GOOD             USPSQD
 BL2363  HISTORY     - 20060304 GOOD             USPSQD
 BL2363
 BL2363                          STATION DESCRIPTION
 BL2363
 BL2363'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2363'FROM THE INTERSECTION OF BOYT ROAD AND LAWHORN ROAD, PROCEED WEST ON
 BL2363'LAWHORN ROAD FOR 2.75 MILES TO GREEN POND GULLY AND THE STATION ON THE
 BL2363'RIGHT.  THE MARKER IS LOCATED ON THE NORTHEAST CORNER OF THE BRIDGE
 BL2363'DECK.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 BL2363
 BL2363                          STATION RECOVERY (2005)
 BL2363
 BL2363'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2363'RECOVERED IN GOOD CONDITION.
 BL2363
 BL2363                          STATION RECOVERY (2006)
 BL2363
 BL2363'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL2363'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2364 ***********************************************************************
 BL2364  DESIGNATION -  JCAD 63
 BL2364  PID         -  BL2364
 BL2364  STATE/COUNTY-  TX/JEFFERSON
 BL2364  USGS QUAD   -  BEAUMONT WEST (1994)
 BL2364
 BL2364                         *CURRENT SURVEY CONTROL
 BL2364  ___________________________________________________________________
 BL2364* NAD 83(1993)-  30 02 18.11902(N)    094 12 17.11949(W)     ADJUSTED  
 BL2364* NAVD 88     -         7.4    (meters)      24.     (feet)  VERTCON   
 BL2364  ___________________________________________________________________
 BL2364  X           -    -405,179.860 (meters)                     COMP
 BL2364  Y           -  -5,511,237.327 (meters)                     COMP
 BL2364  Z           -   3,174,046.151 (meters)                     COMP
 BL2364  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BL2364  ELLIP HEIGHT-         -20.17  (meters)          (06/17/02) GPS OBS
 BL2364  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL2364
 BL2364  HORZ ORDER  -  FIRST
 BL2364  ELLP ORDER  -  FIFTH     CLASS I
 BL2364
 BL2364.The horizontal coordinates were established by GPS observations
 BL2364.and adjusted by the National Geodetic Survey in February 1996..
 BL2364
 BL2364.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2364
 BL2364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2364
 BL2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2364
 BL2364.The ellipsoidal height was determined by GPS observations
 BL2364.and is referenced to NAD 83.
 BL2364
 BL2364.The geoid height was determined by GEOID03.
 BL2364
 BL2364;                    North         East     Units Scale Factor Converg.
 BL2364;SPC TXSC     - 4,253,861.547 1,062,339.183   MT  0.99993842   +2 20 57.3
 BL2364;SPC TXSC     -13,956,210.76  3,485,357.80   sFT  0.99993842   +2 20 57.3
 BL2364;UTM  15      - 3,323,648.036   383,844.549   MT  0.99976646   -0 36 11.3
 BL2364
 BL2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2364!SPC TXSC     -   1.00000317  x   0.99993842  =   0.99994159
 BL2364!UTM  15      -   1.00000317  x   0.99976646  =   0.99976963
 BL2364
 BL2364                          SUPERSEDED SURVEY CONTROL
 BL2364
 BL2364  ELLIP H (02/16/96)  -20.09   (m)                       GP(       ) 5 1
 BL2364  NAD 83(1993)-  30 02 18.11853(N)    094 12 17.11971(W) AD(       ) 1
 BL2364  ELLIP H (01/21/93)  -20.08   (m)                       GP(       ) 4 2
 BL2364  NAD 83(1986)-  30 02 18.13816(N)    094 12 17.09999(W) AD(       ) 1
 BL2364  NGVD 29 (12/24/91)    7.4    (m)           24.     (f) GPS OBS        
 BL2364
 BL2364.Superseded values are not recommended for survey control.
 BL2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2364.See file dsdata.txt to determine how the superseded data were derived.
 BL2364
 BL2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8384523648(NAD 83)
 BL2364_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2364_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2364_SP_SET: TOP OF CONCRETE BRIDGE PARAPET
 BL2364_STAMPING: JCAD 63
 BL2364_MARK LOGO: JCAD  
 BL2364_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2364+STABILITY: SURFACE MOTION
 BL2364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2364+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL2364
 BL2364  HISTORY     - Date     Condition        Report By
 BL2364  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2364  HISTORY     - 20050129 GOOD             USPSQD
 BL2364  HISTORY     - 20060304 GOOD             USPSQD
 BL2364
 BL2364                          STATION DESCRIPTION
 BL2364
 BL2364'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2364'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND WALDEN ROAD,
 BL2364'PROCEED WEST ON WALDEN ROAD FOR 2.9 MILES TO WILLOW MARSH BAYOU AND
 BL2364'THE STATION ON THE RIGHT.  THE MARKER IS LOCATED ON THE NORTH PARAPET
 BL2364'AT THE WEST END OF THE BRIDGE.  CONTROL POINT PROJECTS ABOUT 2 FEET
 BL2364'ABOVE THE SURROUNDING GROUND.
 BL2364
 BL2364                          STATION RECOVERY (2005)
 BL2364
 BL2364'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2364'RECOVERED IN GOOD CONDITION.
 BL2364
 BL2364                          STATION RECOVERY (2006)
 BL2364
 BL2364'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL2364'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7065 ***********************************************************************
 AW7065  DESIGNATION -  JCAD 64
 AW7065  PID         -  AW7065
 AW7065  STATE/COUNTY-  TX/JEFFERSON
 AW7065  USGS QUAD   -  FANNETT EAST (1964)
 AW7065
 AW7065                         *CURRENT SURVEY CONTROL
 AW7065  ___________________________________________________________________
 AW7065* NAD 83(1993)-  29 58 37.76075(N)    094 10 01.59979(W)     ADJUSTED  
 AW7065* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 AW7065  ___________________________________________________________________
 AW7065  X           -    -401,805.241 (meters)                     COMP
 AW7065  Y           -  -5,514,884.948 (meters)                     COMP
 AW7065  Z           -   3,168,169.244 (meters)                     COMP
 AW7065  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AW7065  ELLIP HEIGHT-         -22.36  (meters)          (06/17/02) GPS OBS
 AW7065  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW7065
 AW7065  HORZ ORDER  -  FIRST
 AW7065  ELLP ORDER  -  FIFTH     CLASS I
 AW7065
 AW7065.The horizontal coordinates were established by GPS observations
 AW7065.and adjusted by the National Geodetic Survey in February 1996..
 AW7065
 AW7065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7065
 AW7065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7065
 AW7065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7065
 AW7065.The ellipsoidal height was determined by GPS observations
 AW7065.and is referenced to NAD 83.
 AW7065
 AW7065.The geoid height was determined by GEOID03.
 AW7065
 AW7065;                    North         East     Units Scale Factor Converg.
 AW7065;SPC TXSC     - 4,247,231.847 1,066,246.950   MT  0.99992589   +2 22 03.7
 AW7065;SPC TXSC     -13,934,459.82  3,498,178.54   sFT  0.99992589   +2 22 03.7
 AW7065;UTM  15      - 3,316,827.072   387,405.139   MT  0.99975641   -0 34 59.6
 AW7065
 AW7065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7065!SPC TXSC     -   1.00000351  x   0.99992589  =   0.99992940
 AW7065!UTM  15      -   1.00000351  x   0.99975641  =   0.99975992
 AW7065
 AW7065                          SUPERSEDED SURVEY CONTROL
 AW7065
 AW7065  ELLIP H (02/16/96)  -22.29   (m)                       GP(       ) 5 1
 AW7065  NAD 83(1993)-  29 58 37.76020(N)    094 10 01.59989(W) AD(       ) 1
 AW7065  ELLIP H (01/21/93)  -22.27   (m)                       GP(       ) 4 2
 AW7065  NAD 83(1986)-  29 58 37.77958(N)    094 10 01.57919(W) AD(       ) 1
 AW7065  NGVD 29 (12/24/91)    5.2    (m)           17.     (f) GPS OBS        
 AW7065
 AW7065.Superseded values are not recommended for survey control.
 AW7065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7065.See file dsdata.txt to determine how the superseded data were derived.
 AW7065
 AW7065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8740516827(NAD 83)
 AW7065_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7065_SP_SET: CONCRETE POST
 AW7065_STAMPING: JCAD 64
 AW7065_MARK LOGO: JCAD  
 AW7065_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7065+STABILITY: SURFACE MOTION
 AW7065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7065+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AW7065
 AW7065  HISTORY     - Date     Condition        Report By
 AW7065  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7065  HISTORY     - 20041009 GOOD             USPSQD
 AW7065
 AW7065                          STATION DESCRIPTION
 AW7065
 AW7065'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7065'FROM THE INTERSECTION OF US HIGHWAY 69 AND STATE HIGHWAY 124, PROCEED
 AW7065'SOUTHWEST ON STATE HIGHWAY 124 FOR 3.7 MILES TO THE INTERSECTION WITH
 AW7065'LABELLE ROAD, TURN LEFT AND PROCEED SOUTH ON LABELLE ROAD FOR 2.4
 AW7065'MILES TO THE INTERSECTION WITH STEINHAGEN ROAD AND THE STATION ON THE
 AW7065'RIGHT.  THE MARKER IS LOCATED ON THE TOP OF AN EARTHEN BANK BETWEEN
 AW7065'LABELLE ROAD AND AN IRRIGATION DITCH, 46 FEET SOUTH OF A WOODEN
 AW7065'UTILITY POLE.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 AW7065
 AW7065                          STATION RECOVERY (2004)
 AW7065
 AW7065'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW7065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7066 ***********************************************************************
 AW7066  DESIGNATION -  JCAD 65
 AW7066  PID         -  AW7066
 AW7066  STATE/COUNTY-  TX/JEFFERSON
 AW7066  USGS QUAD   -  PORT ACRES (1993)
 AW7066
 AW7066                         *CURRENT SURVEY CONTROL
 AW7066  ___________________________________________________________________
 AW7066* NAD 83(1993)-  29 59 47.86199(N)    094 05 52.64477(W)     ADJUSTED  
 AW7066* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 AW7066  ___________________________________________________________________
 AW7066  X           -    -395,071.404 (meters)                     COMP
 AW7066  Y           -  -5,514,287.578 (meters)                     COMP
 AW7066  Z           -   3,170,037.582 (meters)                     COMP
 AW7066  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AW7066  ELLIP HEIGHT-         -24.93  (meters)          (06/17/02) GPS OBS
 AW7066  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW7066
 AW7066  HORZ ORDER  -  FIRST
 AW7066  ELLP ORDER  -  FIFTH     CLASS I
 AW7066
 AW7066.The horizontal coordinates were established by GPS observations
 AW7066.and adjusted by the National Geodetic Survey in February 1996..
 AW7066
 AW7066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7066
 AW7066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW7066
 AW7066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW7066
 AW7066.The ellipsoidal height was determined by GPS observations
 AW7066.and is referenced to NAD 83.
 AW7066
 AW7066.The geoid height was determined by GEOID03.
 AW7066
 AW7066;                    North         East     Units Scale Factor Converg.
 AW7066;SPC TXSC     - 4,249,666.040 1,072,824.188   MT  0.99992975   +2 24 05.7
 AW7066;SPC TXSC     -13,942,446.00  3,519,757.36   sFT  0.99992975   +2 24 05.7
 AW7066;UTM  15      - 3,318,919.082   394,097.754   MT  0.99973837   -0 32 56.3
 AW7066
 AW7066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW7066!SPC TXSC     -   1.00000392  x   0.99992975  =   0.99993367
 AW7066!UTM  15      -   1.00000392  x   0.99973837  =   0.99974228
 AW7066
 AW7066                          SUPERSEDED SURVEY CONTROL
 AW7066
 AW7066  ELLIP H (02/16/96)  -24.85   (m)                       GP(       ) 5 1
 AW7066  NAD 83(1993)-  29 59 47.86152(N)    094 05 52.64497(W) AD(       ) 1
 AW7066  ELLIP H (01/21/93)  -24.84   (m)                       GP(       ) 4 2
 AW7066  NAD 83(1986)-  29 59 47.88110(N)    094 05 52.62498(W) AD(       ) 1
 AW7066  NGVD 29 (12/24/91)    2.6    (m)            9.     (f) GPS OBS        
 AW7066
 AW7066.Superseded values are not recommended for survey control.
 AW7066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7066.See file dsdata.txt to determine how the superseded data were derived.
 AW7066
 AW7066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP9409818919(NAD 83)
 AW7066_MARKER: DH = HORIZONTAL CONTROL DISK
 AW7066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7066_SP_SET: CONCRETE POST
 AW7066_STAMPING: JCAD 65
 AW7066_MARK LOGO: JCAD  
 AW7066_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AW7066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7066+STABILITY: SURFACE MOTION
 AW7066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7066+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AW7066
 AW7066  HISTORY     - Date     Condition        Report By
 AW7066  HISTORY     - 1990     MONUMENTED       MERRIC
 AW7066  HISTORY     - 20041009 GOOD             USPSQD
 AW7066
 AW7066                          STATION DESCRIPTION
 AW7066
 AW7066'DESCRIBED BY MERRICK AND COMPANY 1990
 AW7066'FROM THE INTERSECTION OF US HIGHWAY 69 AND WEST PORT ARTHUR ROAD,
 AW7066'PROCEED SOUTHEAST ON WEST PORT ARTHUR ROAD FOR 1.4 MILES TO THE
 AW7066'INTERSECTION WITH HILLEBRANDT ROAD, TURN RIGHT AND PROCEED SOUTHWEST
 AW7066'ON HILLEBRANDT ROAD FOR 1.6 MILES TO A BEND IN THE ROAD AND THE
 AW7066'STATION ON THE LEFT.  THE MARKER IS LOCATED 44.6 FEET SOUTH OF THE
 AW7066'CENTERLINE OF HILLEBRANDT ROAD, AND 50 FEET EAST OF THE CENTERLINE OF
 AW7066'A SHELL ROAD LEADING SOUTH.  CONTROL POINT IS FLUSH WITH THE
 AW7066'SURROUNDING GROUND.
 AW7066
 AW7066                          STATION RECOVERY (2004)
 AW7066
 AW7066'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 AW7066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2365 ***********************************************************************
 BL2365  DESIGNATION -  JCAD 7
 BL2365  PID         -  BL2365
 BL2365  STATE/COUNTY-  TX/JEFFERSON
 BL2365  USGS QUAD   -  BEAUMONT WEST (1994)
 BL2365
 BL2365                         *CURRENT SURVEY CONTROL
 BL2365  ___________________________________________________________________
 BL2365* NAD 83(1993)-  30 04 03.15745(N)    094 11 21.08037(W)     ADJUSTED  
 BL2365* NAVD 88     -         8.5    (meters)      28.     (feet)  VERTCON   
 BL2365  ___________________________________________________________________
 BL2365  X           -    -403,564.264 (meters)                     COMP
 BL2365  Y           -  -5,509,732.661 (meters)                     COMP
 BL2365  Z           -   3,176,846.254 (meters)                     COMP
 BL2365  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BL2365  ELLIP HEIGHT-         -19.11  (meters)          (06/17/02) GPS OBS
 BL2365  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2365
 BL2365  HORZ ORDER  -  FIRST
 BL2365  ELLP ORDER  -  FIFTH     CLASS I
 BL2365
 BL2365.The horizontal coordinates were established by GPS observations
 BL2365.and adjusted by the National Geodetic Survey in February 1996..
 BL2365
 BL2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2365
 BL2365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2365
 BL2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2365
 BL2365.The ellipsoidal height was determined by GPS observations
 BL2365.and is referenced to NAD 83.
 BL2365
 BL2365.The geoid height was determined by GEOID03.
 BL2365
 BL2365;                    North         East     Units Scale Factor Converg.
 BL2365;SPC TXSC     - 4,257,154.666 1,063,706.190   MT  0.99994479   +2 21 24.8
 BL2365;SPC TXSC     -13,967,014.93  3,489,842.73   sFT  0.99994479   +2 21 24.8
 BL2365;UTM  15      - 3,326,865.799   385,379.095   MT  0.99976209   -0 35 45.1
 BL2365
 BL2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2365!SPC TXSC     -   1.00000300  x   0.99994479  =   0.99994779
 BL2365!UTM  15      -   1.00000300  x   0.99976209  =   0.99976509
 BL2365
 BL2365                          SUPERSEDED SURVEY CONTROL
 BL2365
 BL2365  ELLIP H (02/16/96)  -19.03   (m)                       GP(       ) 5 1
 BL2365  NAD 83(1993)-  30 04 03.15697(N)    094 11 21.08068(W) AD(       ) 1
 BL2365  ELLIP H (01/21/93)  -19.02   (m)                       GP(       ) 4 2
 BL2365  NAD 83(1986)-  30 04 03.17680(N)    094 11 21.06154(W) AD(       ) 1
 BL2365  NGVD 29 (12/24/91)    8.5    (m)           28.     (f) GPS OBS        
 BL2365
 BL2365.Superseded values are not recommended for survey control.
 BL2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2365.See file dsdata.txt to determine how the superseded data were derived.
 BL2365
 BL2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP8537926866(NAD 83)
 BL2365_MARKER: DD = SURVEY DISK
 BL2365_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BL2365_SP_SET: SET IN CONCRETE DRIVE
 BL2365_MARK LOGO: TXHD  
 BL2365_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL2365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2365+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 BL2365
 BL2365  HISTORY     - Date     Condition        Report By
 BL2365  HISTORY     - UNK      MONUMENTED
 BL2365  HISTORY     - 19900108 GOOD             MERRIC
 BL2365  HISTORY     - 20050312 GOOD             USPSQD
 BL2365
 BL2365                          STATION DESCRIPTION
 BL2365
 BL2365'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2365'IN BEAUMONT, FROM THE INTERSECTION OF US HIGHWAY 90 AND FARM ROAD 364,
 BL2365'GO 144 FEET EAST OF THE CENTERLINE OF FARM ROAD 364 AND 55 FEET NORTH
 BL2365'OF THE CENTERLINE OF US HIGHWAY 90 TO THE STATION IN THE CONCRETE
 BL2365'DRIVEWAY OF AN AUTO REPAIR SHOP AT 8390 COLLEGE AVENUE.  THE CONTROL
 BL2365'POINT IS FLUSH WITH THE SURROUNDING GROUND.
 BL2365
 BL2365                          STATION RECOVERY (2005)
 BL2365
 BL2365'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL2365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2366 ***********************************************************************
 BL2366  DESIGNATION -  JCAD 8
 BL2366  PID         -  BL2366
 BL2366  STATE/COUNTY-  TX/JEFFERSON
 BL2366  USGS QUAD   -  CHINA (1985)
 BL2366
 BL2366                         *CURRENT SURVEY CONTROL
 BL2366  ___________________________________________________________________
 BL2366* NAD 83(1993)-  30 03 24.18276(N)    094 16 00.71720(W)     ADJUSTED  
 BL2366* NAVD 88     -         9.4    (meters)      31.     (feet)  VERTCON   
 BL2366  ___________________________________________________________________
 BL2366  X           -    -411,078.325 (meters)                     COMP
 BL2366  Y           -  -5,509,780.850 (meters)                     COMP
 BL2366  Z           -   3,175,808.053 (meters)                     COMP
 BL2366  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BL2366  ELLIP HEIGHT-         -18.13  (meters)          (06/17/02) GPS OBS
 BL2366  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL2366
 BL2366  HORZ ORDER  -  FIRST
 BL2366  ELLP ORDER  -  FIFTH     CLASS I
 BL2366
 BL2366.The horizontal coordinates were established by GPS observations
 BL2366.and adjusted by the National Geodetic Survey in February 1996..
 BL2366
 BL2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2366
 BL2366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2366
 BL2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2366
 BL2366.The ellipsoidal height was determined by GPS observations
 BL2366.and is referenced to NAD 83.
 BL2366
 BL2366.The geoid height was determined by GEOID03.
 BL2366
 BL2366;                    North         East     Units Scale Factor Converg.
 BL2366;SPC TXSC     - 4,255,650.082 1,056,271.717   MT  0.99994239   +2 19 07.8
 BL2366;SPC TXSC     -13,962,078.64  3,465,451.46   sFT  0.99994239   +2 19 07.8
 BL2366;UTM  15      - 3,325,746.415   377,878.262   MT  0.99978400   -0 38 04.6
 BL2366
 BL2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2366!SPC TXSC     -   1.00000285  x   0.99994239  =   0.99994524
 BL2366!UTM  15      -   1.00000285  x   0.99978400  =   0.99978685
 BL2366
 BL2366                          SUPERSEDED SURVEY CONTROL
 BL2366
 BL2366  ELLIP H (02/16/96)  -18.04   (m)                       GP(       ) 5 1
 BL2366  NAD 83(1993)-  30 03 24.18225(N)    094 16 00.71745(W) AD(       ) 1
 BL2366  ELLIP H (01/21/93)  -18.03   (m)                       GP(       ) 4 2
 BL2366  NAD 83(1986)-  30 03 24.20204(N)    094 16 00.69847(W) AD(       ) 1
 BL2366  NGVD 29 (12/24/91)    9.5    (m)           31.     (f) GPS OBS        
 BL2366
 BL2366.Superseded values are not recommended for survey control.
 BL2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2366.See file dsdata.txt to determine how the superseded data were derived.
 BL2366
 BL2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7787825746(NAD 83)
 BL2366_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2366_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BL2366_SP_SET: TOP OF CONCRETE DRAIN BOX
 BL2366_STAMPING: JCAD 8
 BL2366_MARK LOGO: JCAD  
 BL2366_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2366+STABILITY: SURFACE MOTION
 BL2366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2366+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 BL2366
 BL2366  HISTORY     - Date     Condition        Report By
 BL2366  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2366  HISTORY     - 20050129 GOOD             USPSQD
 BL2366  HISTORY     - 20060304 GOOD             USPSQD
 BL2366
 BL2366                          STATION DESCRIPTION
 BL2366
 BL2366'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2366'FROM THE INTERSECTION OF US HIGHWAY 90 AND NORTH MEEKER ROAD, PROCEED
 BL2366'WEST ON US HIGHWAY 90 1100 FEET TO THE STATION ON THE LEFT.  THE
 BL2366'MARKER IS 33 FEET SOUTH OF THE CENTERLINE OF EASTBOUND US HIGHWAY 90,
 BL2366'59.15 FEET NORTHWEST OF THE CONEX BUILDING, AND 68 FEET NORTHEAST OF A
 BL2366'UTILITY POLE.  CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 BL2366
 BL2366                          STATION RECOVERY (2005)
 BL2366
 BL2366'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL2366'RECOVERED IN GOOD CONDITION.
 BL2366
 BL2366                          STATION RECOVERY (2006)
 BL2366
 BL2366'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BL2366'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2367 ***********************************************************************
 BL2367  DESIGNATION -  JCAD 9
 BL2367  PID         -  BL2367
 BL2367  STATE/COUNTY-  TX/JEFFERSON
 BL2367  USGS QUAD   -  NOME (1984)
 BL2367
 BL2367                         *CURRENT SURVEY CONTROL
 BL2367  ___________________________________________________________________
 BL2367* NAD 83(1993)-  30 02 09.85596(N)    094 25 13.08997(W)     ADJUSTED  
 BL2367* NAVD 88     -        13.6    (meters)      45.     (feet)  VERTCON   
 BL2367  ___________________________________________________________________
 BL2367  X           -    -425,920.510 (meters)                     COMP
 BL2367  Y           -  -5,509,806.384 (meters)                     COMP
 BL2367  Z           -   3,173,828.990 (meters)                     COMP
 BL2367  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BL2367  ELLIP HEIGHT-         -13.96  (meters)          (06/17/02) GPS OBS
 BL2367  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL2367
 BL2367  HORZ ORDER  -  FIRST
 BL2367  ELLP ORDER  -  FIFTH     CLASS I
 BL2367
 BL2367.The horizontal coordinates were established by GPS observations
 BL2367.and adjusted by the National Geodetic Survey in February 1996..
 BL2367
 BL2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2367
 BL2367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2367
 BL2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2367
 BL2367.The ellipsoidal height was determined by GPS observations
 BL2367.and is referenced to NAD 83.
 BL2367
 BL2367.The geoid height was determined by GEOID03.
 BL2367
 BL2367;                    North         East     Units Scale Factor Converg.
 BL2367;SPC TXSC     - 4,252,774.342 1,041,577.764   MT  0.99993793   +2 14 37.1
 BL2367;SPC TXSC     -13,952,643.82  3,417,243.05   sFT  0.99993793   +2 14 37.1
 BL2367;SPC TX C     - 3,056,106.320 1,270,064.170   MT  1.00002249   +3 02 44.0
 BL2367;SPC TX C     -10,026,575.48  4,166,868.86   sFT  1.00002249   +3 02 44.0
 BL2367;UTM  15      - 3,323,632.034   363,057.603   MT  0.99983137   -0 42 39.7
 BL2367
 BL2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2367!SPC TXSC     -   1.00000219  x   0.99993793  =   0.99994012
 BL2367!SPC TX C     -   1.00000219  x   1.00002249  =   1.00002468
 BL2367!UTM  15      -   1.00000219  x   0.99983137  =   0.99983356
 BL2367
 BL2367                          SUPERSEDED SURVEY CONTROL
 BL2367
 BL2367  ELLIP H (02/16/96)  -13.88   (m)                       GP(       ) 5 1
 BL2367  NAD 83(1993)-  30 02 09.85544(N)    094 25 13.09012(W) AD(       ) 1
 BL2367  ELLIP H (01/21/93)  -13.86   (m)                       GP(       ) 4 2
 BL2367  NAD 83(1986)-  30 02 09.87518(N)    094 25 13.07011(W) AD(       ) 1
 BL2367  NGVD 29 (12/24/91)   13.6    (m)           45.     (f) GPS OBS        
 BL2367
 BL2367.Superseded values are not recommended for survey control.
 BL2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2367.See file dsdata.txt to determine how the superseded data were derived.
 BL2367
 BL2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6305823632(NAD 83)
 BL2367_MARKER: DH = HORIZONTAL CONTROL DISK
 BL2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2367_SP_SET: CONCRETE POST
 BL2367_STAMPING: JCAD 9
 BL2367_MARK LOGO: JCAD  
 BL2367_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 BL2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2367+STABILITY: SURFACE MOTION
 BL2367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2367+SATELLITE: SATELLITE OBSERVATIONS - 1990
 BL2367
 BL2367  HISTORY     - Date     Condition        Report By
 BL2367  HISTORY     - 1990     MONUMENTED       MERRIC
 BL2367  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 BL2367
 BL2367                          STATION DESCRIPTION
 BL2367
 BL2367'DESCRIBED BY MERRICK AND COMPANY 1990
 BL2367'IN NOME, AT THE INTERSECTION OF US HIGHWAY 90 AND AVENUE B.  THE
 BL2367'MARKER IS 21 FEET SOUTH OF THE CENTERLINE OF US HIGHWAY 90, 35.7 FEET
 BL2367'SOUTHEAST OF THE CENTERLINE INTERSECTION OF US HIGHWAY 90 AND AVENUE
 BL2367'B, AND 6.53 FEET NORTHEAST OF A CONCRETE STREET STREET MARKER.
 BL2367'CONTROL POINT IS FLUSH WITH THE SURROUNDING GROUND.
 BL2367
 BL2367                          STATION RECOVERY (2004)
 BL2367
 BL2367'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL2367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2774 ***********************************************************************
 AB2774  PACS        -  This is a Primary Airport Control Station.
 AB2774  DESIGNATION -  JCT A
 AB2774  PID         -  AB2774
 AB2774  STATE/COUNTY-  TX/KIMBLE
 AB2774  USGS QUAD   -  ELM SLOUGH (1987)
 AB2774
 AB2774                         *CURRENT SURVEY CONTROL
 AB2774  ___________________________________________________________________
 AB2774* NAD 83(1993)-  30 31 02.06198(N)    099 45 56.02406(W)     ADJUSTED  
 AB2774* NAVD 88     -       535.85   (meters)    1758.0    (feet)  GPS OBS   
 AB2774  ___________________________________________________________________
 AB2774  X           -    -932,861.537 (meters)                     COMP
 AB2774  Y           -  -5,420,113.460 (meters)                     COMP
 AB2774  Z           -   3,220,161.889 (meters)                     COMP
 AB2774  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AB2774  ELLIP HEIGHT-         513.51  (meters)          (10/24/00) GPS OBS
 AB2774  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 AB2774
 AB2774  HORZ ORDER  -  B
 AB2774  ELLP ORDER  -  FOURTH    CLASS II
 AB2774
 AB2774.This mark is at Kimble Co (JCT) Airport (JCT)
 AB2774
 AB2774.The horizontal coordinates were established by GPS observations
 AB2774.and adjusted by the National Geodetic Survey in February 1996..
 AB2774
 AB2774.The orthometric height was determined by GPS observations and a
 AB2774.high-resolution geoid model.
 AB2774
 AB2774.GPS derived orthometric heights for airport stations designated as
 AB2774.PACS or SACS are published to 2 decimal places.  This maintains
 AB2774.centimeter relative accuracy between the PACS and SACS.  It does
 AB2774.not indicate centimeter accuracy relative to other marks which are
 AB2774.part of the NAVD 88 network.
 AB2774
 AB2774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2774
 AB2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2774
 AB2774.The ellipsoidal height was determined by GPS observations
 AB2774.and is referenced to NAD 83.
 AB2774
 AB2774.The geoid height was determined by GEOID03.
 AB2774
 AB2774;                    North         East     Units Scale Factor Converg.
 AB2774;SPC TX C     - 3,094,429.942   754,491.053   MT  0.99991721   +0 17 32.8
 AB2774;SPC TX C     -10,152,308.90  2,475,359.40   sFT  0.99991721   +0 17 32.8
 AB2774;UTM  14      - 3,376,351.128   426,548.136   MT  0.99966656   -0 23 19.6
 AB2774
 AB2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2774!SPC TX C     -   0.99991936  x   0.99991721  =   0.99983658
 AB2774!UTM  14      -   0.99991936  x   0.99966656  =   0.99958595
 AB2774
 AB2774                          SUPERSEDED SURVEY CONTROL
 AB2774
 AB2774  ELLIP H (02/20/96)  513.66   (m)                       GP(       ) 1 1
 AB2774
 AB2774.Superseded values are not recommended for survey control.
 AB2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2774.See file dsdata.txt to determine how the superseded data were derived.
 AB2774
 AB2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2654876351(NAD 83)
 AB2774_MARKER: I = METAL ROD
 AB2774_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2774_STAMPING: JCT A 1995
 AB2774_MARK LOGO: NGS   
 AB2774_PROJECTION: FLUSH
 AB2774_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2774+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2774_ROD/PIPE-DEPTH: 6.6  meters
 AB2774_SLEEVE-DEPTH  : 0.9 meters
 AB2774
 AB2774  HISTORY     - Date     Condition        Report By
 AB2774  HISTORY     - 1995     MONUMENTED       NGS
 AB2774
 AB2774                          STATION DESCRIPTION
 AB2774
 AB2774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB2774'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF JUNCTION, 1 KM
 AB2774'(0.60 MI) NORTH OF INTERSTATE HIGHWAY 10, EXIT 456, ON THE KIMBLE
 AB2774'COUNTY AIRPORT, ON A SMALL KNOLL WEST OF RUNWAY 17, IN LINE WITH THE
 AB2774'THRESHOLD LIGHTS.  OWNERSHIP--KIMBLE COUNTY, KIMBLE COUNTY COURTHOUSE,
 AB2774'JUNCTION TX 76849.  SAM THIELE, MANAGER.  PHONE 915 446 2820.  TO
 AB2774'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S.
 AB2774'HIGHWAYS 83,AND 377 NEAR THE NORTH EDGE OF JUNCTION.  GO NORTH ON U.S.
 AB2774'HIGHWAY 83 AND 377 FOR 0.87 KM (0.55 MI) TO A PAVED ROAD ON THE RIGHT,
 AB2774'TURN RIGHT, SOUTHEAST, GO 0.41 KM (0.25 MI) TO A ROAD FORK, BEAR RIGHT
 AB2774'0.33 KM (0.20 MI) KEEPING LEFT AT THE NEXT FORK LEADING EAST BETWEEN
 AB2774'THE FIRST HANGAR AND THE OFFICE ON THE RIGHT, CONTINUE AHEAD 0.06 KM
 AB2774'(0.05 MI) ACROSS THE APRON AND THE TAXI,THEN TURN LEFT, NORTH, GO 0.91
 AB2774'KM (0.55 MI) ALONG THE RUNWAY TO THE STATION ON THE LEFT.  THE STATION
 AB2774'IS 113.0 M (370.7 FT) WEST OF THE EXTENDED CENTER OF RUNWAY 17, IN
 AB2774'LINE WITH THE THRESHOLD LIGHTS, 2.1 M (6.9 FT) EAST OF A WITNESS POST
 AB2774'AND THE BOUNDRY FENCE, AND 1.8 M (5.9 FT) ABOVE THE LEVELL OF THE
 AB2774'RUNWAY.  BY DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0941 ***********************************************************************
 BP0941  DESIGNATION -  JEFF
 BP0941  PID         -  BP0941
 BP0941  STATE/COUNTY-  TX/JEFF DAVIS
 BP0941  USGS QUAD   -  FORT DAVIS (1972)
 BP0941
 BP0941                         *CURRENT SURVEY CONTROL
 BP0941  ___________________________________________________________________
 BP0941* NAD 83(1993)-  30 30 00.74907(N)    103 57 10.91002(W)     ADJUSTED  
 BP0941* NAVD 88     -      1532.     (meters)    5026.     (feet)  SCALED    
 BP0941  ___________________________________________________________________
 BP0941  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 BP0941  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 BP0941
 BP0941  HORZ ORDER  -  SECOND
 BP0941
 BP0941.The horizontal coordinates were established by classical geodetic methods
 BP0941.and adjusted by the National Geodetic Survey in February 1996..
 BP0941
 BP0941.The orthometric height was scaled from a topographic map.
 BP0941
 BP0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0941
 BP0941.The geoid height was determined by GEOID03.
 BP0941
 BP0941;                    North         East     Units Scale Factor Converg.
 BP0941;SPC TX C     - 3,098,055.426   352,602.889   MT  0.99991974   -1 51 51.7
 BP0941;SPC TX C     -10,164,203.51  1,156,831.31   sFT  0.99991974   -1 51 51.7
 BP0941;SPC TXSC     - 4,305,647.981   124,624.316   MT  1.00006985   -2 25 35.6
 BP0941;SPC TXSC     -14,126,113.42    408,871.61   sFT  1.00006985   -2 25 35.6
 BP0941;UTM  13      - 3,374,680.504   600,470.257   MT  0.99972453   +0 31 53.1
 BP0941
 BP0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0941!SPC TX C     -   0.99976287  x   0.99991974  =   0.99968263
 BP0941!SPC TXSC     -   0.99976287  x   1.00006985  =   0.99983270
 BP0941!UTM  13      -   0.99976287  x   0.99972453  =   0.99948746
 BP0941
 BP0941|---------------------------------------------------------------------|
 BP0941| PID    Reference Object                     Distance      Geod. Az  |
 BP0941|                                                           dddmmss.s |
 BP0941| CH9663 JEFF RM 1                            11.567 METERS 02212     |
 BP0941| BP0940 FORT DAVIS JEFF DAVIS CO CTHSE      APPROX.11.3 KM 0293236.1 |
 BP0941| CH9662 JEFF AZ MK                                         1993710.7 |
 BP0941| CH9664 JEFF RM 2                            21.178 METERS 28001     |
 BP0941|---------------------------------------------------------------------|
 BP0941
 BP0941                          SUPERSEDED SURVEY CONTROL
 BP0941
 BP0941  NAD 83(1986)-  30 30 00.74903(N)    103 57 10.90726(W) AD(       ) 2
 BP0941  NAD 27      -  30 30 00.18300(N)    103 57 09.25800(W) AD(       ) 2
 BP0941
 BP0941.Superseded values are not recommended for survey control.
 BP0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0941.See file dsdata.txt to determine how the superseded data were derived.
 BP0941
 BP0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0047074681(NAD 83)
 BP0941_MARKER: DS = TRIANGULATION STATION DISK
 BP0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0941
 BP0941  HISTORY     - Date     Condition        Report By
 BP0941  HISTORY     - 1942     MONUMENTED       CGS
 BP0941  HISTORY     - 1943     GOOD             CGS
 BP0941  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BP0941  HISTORY     - 20030322 GOOD             USPSQD
 BP0941
 BP0941                          STATION DESCRIPTION
 BP0941
 BP0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0941'THE STATION IS LOCATED BY AIR LINE DISTANCES 7 MILES SW OF FORT
 BP0941'DAVIS, AND 14 MILES NNE OF MARFA, ON THE E SIDE OF THE ROAD
 BP0941'BETWEEN THE TWO TOWNS.
 BP0941'
 BP0941'SURFACE MARK IS A STANDARD DISK, STAMPED JEFF 1942, SET IN TOP
 BP0941'OF A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE
 BP0941'GROUND.  IT IS 30 FEET ESE OF THE CENTER LINE OF THE HIGHWAY,
 BP0941'4 FEET ESE OF A FENCE LINE, 4.5 FEET ESE OF A WHITE WITNESS POST,
 BP0941'50 FEET NNW OF A SHALLOW DITCH, AND 13.0 FEET SW OF THE SW LEG
 BP0941'OF A PAISANO HOTEL SIGNBOARD.
 BP0941'
 BP0941'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BP0941'
 BP0941'REFERENCE MARK NO. 1 IS 1-1/2 FEET ESE OF THE FENCE AND 23
 BP0941'FEET N OF THE PAISANO HOTEL SIGN.  IT IS A STANDARD DISK, STAMPED
 BP0941'JEFF NO. 1 1942, SET IN TOP OF A SQUARE CONCRETE POST THAT
 BP0941'PROJECTS 4 INCHES ABOVE GROUND.
 BP0941'
 BP0941'REFERENCE MARK NO. 2 IS 27 FEET WNW OF THE CENTER LINE OF THE
 BP0941'HIGHWAY, 1 FOOT WNW OF A FENCE, AND ABOUT 75 FEET NE OF FENCE
 BP0941'CORNER NEAR A CULVERT.  IT IS A STANDARD DISK, STAMPED JEFF NO. 2
 BP0941'1942, SET IN TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 BP0941'ABOVE THE GROUND.
 BP0941'
 BP0941'THE AZIMUTH MARK IS 33 FEET E OF THE CENTER LINE OF THE HIGHWAY
 BP0941'AND 9 FEET E OF FENCE LINE.  IT IS A STANDARD DISK, STAMPED JEFF
 BP0941'1942, SET IN TOP OF A SQUARE CONCRETE POST THAT PROJECTS 8
 BP0941'INCHES ABOVE GROUND.
 BP0941'
 BP0941'TO REACH FROM FORT DAVIS POST OFFICE GO SW ON STATE HIGHWAY 17,
 BP0941'TOWARD MARFA, 2.7 MILES TO JUNCTION WITH THE VALENTINE HIGHWAY,
 BP0941'CONTINUE S ON STATE HIGHWAY 17 FOR 3.8 MILES TO STATION ON LEFT.
 BP0941'THIS IS 5-1/2 MILES N OF JEFF DAVIS-PRESIDIO COUNTY LINE.
 BP0941
 BP0941                          STATION RECOVERY (1943)
 BP0941
 BP0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0941'ALL MARKS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 BP0941'
 BP0941'UPON ADVICE FROM THE STATE HIGHWAY DEPARTMENT THAT THIS STATION
 BP0941'WOULD BE ENDANGERED BY ROAD CONSTRUCTION, A NEW STATION MARK WAS
 BP0941'ESTABLISHED OFF THE NEW RIGHT-OF-WAY AND STAMPED JEFF 2 1943.
 BP0941'THE SURFACE MARK OF THE OLD STATION (JEFF 1942) WAS DESTROYED,
 BP0941'LEAVING THE SUBSURFACE MARK IN PLACE.  REFERENCE MARK NO. 1 WAS
 BP0941'ALSO DESTROYED.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 BP0941'LEFT UNDISTURBED AND REFERENCED TO THE NEW STATION.
 BP0941
 BP0941                          STATION RECOVERY (1996)
 BP0941
 BP0941'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0941'MARK NOT FOUND.
 BP0941
 BP0941                          STATION RECOVERY (2003)
 BP0941
 BP0941'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0942 ***********************************************************************
 BP0942  DESIGNATION -  JEFF 2
 BP0942  PID         -  BP0942
 BP0942  STATE/COUNTY-  TX/JEFF DAVIS
 BP0942  USGS QUAD   -  FORT DAVIS (1972)
 BP0942
 BP0942                         *CURRENT SURVEY CONTROL
 BP0942  ___________________________________________________________________
 BP0942* NAD 83(1993)-  30 30 00.63445(N)    103 57 10.15076(W)     ADJUSTED  
 BP0942* NAVD 88     -      1531.56   (+/-2cm)    5024.8    (feet)  VERTCON   
 BP0942  ___________________________________________________________________
 BP0942  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 BP0942  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 BP0942
 BP0942  HORZ ORDER  -  SECOND
 BP0942  VERT ORDER  -  THIRD ? (See Below)
 BP0942
 BP0942.The horizontal coordinates were established by classical geodetic methods
 BP0942.and adjusted by the National Geodetic Survey in February 1996..
 BP0942
 BP0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0942.The vertical order pertains to the NGVD 29 superseded value.
 BP0942
 BP0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0942
 BP0942.The geoid height was determined by GEOID03.
 BP0942
 BP0942;                    North         East     Units Scale Factor Converg.
 BP0942;SPC TX C     - 3,098,051.240   352,623.008   MT  0.99991975   -1 51 51.3
 BP0942;SPC TX C     -10,164,189.78  1,156,897.32   sFT  0.99991975   -1 51 51.3
 BP0942;SPC TXSC     - 4,305,643.597   124,644.396   MT  1.00006984   -2 25 35.2
 BP0942;SPC TXSC     -14,126,099.03    408,937.49   sFT  1.00006984   -2 25 35.2
 BP0942;UTM  13      - 3,374,677.164   600,490.530   MT  0.99972458   +0 31 53.5
 BP0942
 BP0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0942!SPC TX C     -   0.99976287  x   0.99991975  =   0.99968264
 BP0942!SPC TXSC     -   0.99976287  x   1.00006984  =   0.99983269
 BP0942!UTM  13      -   0.99976287  x   0.99972458  =   0.99948752
 BP0942
 BP0942|---------------------------------------------------------------------|
 BP0942| PID    Reference Object                     Distance      Geod. Az  |
 BP0942|                                                           dddmmss.s |
 BP0942| CH9665 JEFF 2 RM 3                          10.107 METERS 02526     |
 BP0942| BP0939 FORT DAVIS PRESB CHURCH SPIRE       APPROX.11.7 KM 0280605.2 |
 BP0942| BP0940 FORT DAVIS JEFF DAVIS CO CTHSE      APPROX.11.2 KM 0292641.5 |
 BP0942| CH9662 JEFF AZ MK                                         2002923.9 |
 BP0942| CH9664 JEFF RM 2                            41.733 METERS 27938     |
 BP0942| BP0941 JEFF                                 20.552 METERS 27953     |
 BP0942|---------------------------------------------------------------------|
 BP0942
 BP0942                          SUPERSEDED SURVEY CONTROL
 BP0942
 BP0942  NAD 83(1986)-  30 30 00.63322(N)    103 57 10.14824(W) AD(       ) 2
 BP0942  NAD 27      -  30 30 00.07600(N)    103 57 08.49700(W) AD(       ) 2
 BP0942  NGVD 29 (07/19/86) 1530.98   (m)         5022.9    (f) LEVELING    3  
 BP0942
 BP0942.Superseded values are not recommended for survey control.
 BP0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0942.See file dsdata.txt to determine how the superseded data were derived.
 BP0942
 BP0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP0049174677(NAD 83)
 BP0942_MARKER: DS = TRIANGULATION STATION DISK
 BP0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0942
 BP0942  HISTORY     - Date     Condition        Report By
 BP0942  HISTORY     - 1943     MONUMENTED       CGS
 BP0942  HISTORY     - 1958     GOOD             AMS
 BP0942  HISTORY     - 1968     GOOD             CGS
 BP0942  HISTORY     - 19961007 GOOD             USPSQD
 BP0942  HISTORY     - 20030322 GOOD             USPSQD
 BP0942
 BP0942                          STATION DESCRIPTION
 BP0942
 BP0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BP0942'STATION ESTABLISHED TO REPLACE STATION JEFF 1942 WHICH IS IN
 BP0942'PATH OF ROAD CONSTRUCTION.
 BP0942'
 BP0942'STATION IS LOCATED BY AIRLINE DISTANCES 7 MILES SOUTHWEST
 BP0942'OF FORT DAVIS, AND 14 MILES NORTH-NORTHEAST OF MARFA, ON THE
 BP0942'EAST SIDE OF STATE HIGHWAY 17.
 BP0942'
 BP0942'TO REACH FROM FORT DAVIS POST OFFICE, GO SOUTHWEST ON STATE
 BP0942'HIGHWAY 17, TOWARD MARFA, 2.7 MILES TO JUNCTION WITH THE
 BP0942'VALENTINE ROAD.  CONTINUE SOUTH ON HIGHWAY 17 TOWARD MARFA
 BP0942'3.8 MILES TO STATION ON LEFT.
 BP0942'
 BP0942'MARK IS 60 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 BP0942'2 FEET EAST OF THE FENCE AND A WHITE WITNESS POST.  IT IS A
 BP0942'STANDARD TRIANGULATION STATION DISK, STAMPED JEFF 2 1943 SET
 BP0942'IN TOP OF A 12-INCH SQUARE BLOCK OF CONCRETE, FLUSH WITH THE
 BP0942'GROUND.
 BP0942'
 BP0942'THE UNDERGROUND MARK IS A 10-PENNY NAIL SET IN CONCRETE 3 FEET
 BP0942'BELOW GROUND SURFACE.
 BP0942'
 BP0942'REFERENCE MARK NO. 2 IS THE OLD R.M. NO. 2 FOR STATION JEFF
 BP0942'1942.  IT IS WEST-SOUTHWEST OF THE STATION, IN THE FENCE LINE ON
 BP0942'THE WEST SIDE OF THE HIGHWAY.  A STANDARD REFERENCE MARK DISK,
 BP0942'STAMPED JEFF NO 2 1942, SET IN A SQUARE BLOCK OF CONCRETE
 BP0942'PROJECTING 6 INCHES ABOVE GROUND.  IT IS 75 FEET NORTHEAST
 BP0942'OF A FENCE CORNER NEAR A CULVERT.
 BP0942'
 BP0942'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 1 FOOT EAST
 BP0942'OF THE FENCE LINE.  A STANDARD REFERENCE MARK DISK, STAMPED
 BP0942'JEFF 2 NO 3 1943, SET IN TOP OF A SQUARE CONCRETE BLOCK, FLUSH
 BP0942'WITH THE GROUND.
 BP0942'
 BP0942'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, 9 FEET
 BP0942'EAST OF THE FENCE LINE ON THE EAST SIDE OF THE HIGHWAY.  IT
 BP0942'IS A STANDARD DISK, STAMPED JEFF 1942, SET IN TOP OF A SQUARE
 BP0942'CONCRETE BLOCK THAT PROJECTS 8 INCHES ABOVE GROUND.
 BP0942'
 BP0942'THE SURFACE MARK FOR STATION JEFF 1942 WAS DESTROYED, BUT THE
 BP0942'SUBSURFACE MARK WAS LEFT IN PLACE.  IT IS WEST-SOUTHWEST
 BP0942'OF THE STATION, 6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 BP0942'AND APPROXIMATELY 3 FEET BENEATH THE ROAD SURFACE.  MARKED BY A
 BP0942'STANDARD DISK, STAMPED JEFF 1942, SET IN CONCRETE.
 BP0942'
 BP0942'THE SURFACE MARK FOR JEFF 1942 WAS DESTROYED AND REPLACED
 BP0942'BY JEFF 2 1943.
 BP0942
 BP0942                          STATION RECOVERY (1958)
 BP0942
 BP0942'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 BP0942'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK RECOVERED
 BP0942'AS DESCRIBED.
 BP0942'
 BP0942'THE STATION IS LOCATED 0.2 FEET BELOW THE SURFACE OF THE
 BP0942'GROUND.  63.5 FEET ESE OF CENTERLINE OF STATE HIGHWAY 17.
 BP0942'105 FEET NNE OF CENTER-LINE OF CUT DITCH.
 BP0942
 BP0942                          STATION RECOVERY (1968)
 BP0942
 BP0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 BP0942'THE STATION MARK, REFERENCE MARKS NO. 2, NO. 3 AND AZIMUTH
 BP0942'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 BP0942'COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT 7
 BP0942'MILES SOUTHWEST ALONG STATE HIGHWAY 17 FROM FORT DAVIS, AT
 BP0942'THE SOUTHEAST SIDE OF RIGHT-OF-WAY FENCE.
 BP0942'
 BP0942'TO REACH STATION FROM THE POST OFFICE IN FORT DAVIS, GO
 BP0942'SOUTHWESTERLY ALONG STATE HIGHWAY 17 FOR 3.3 MILES TO THE JUNCTION
 BP0942'OF STATE HIGHWAY 166.  CONTINUE ON STATE HIGHWAY 17 FOR 4.75 MILES
 BP0942'TO STATION ON THE LEFT.  CONTINUE ON THE HIGHWAY 0.8 MILE TO
 BP0942'AZIMUTH MARK ON THE LEFT.
 BP0942'
 BP0942'STATION MARK A STANDARD DISK, STAMPED JEFF 2 1943, IS SET IN
 BP0942'A SQUARE CONCRETE POST WHICH IS ABOUT 2 INCHES BELOW THE SURFACE
 BP0942'OF GROUND.  IT IS 61 FEET SOUTHEAST OF CENTER LINE OF
 BP0942'HIGHWAY, 105 FEET NORTHEAST OF THE NORTHEAST END OF A CULVERT
 BP0942'UNDER THE HIGHWAY, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE AND
 BP0942'METAL WITNESS POST.
 BP0942'
 BP0942'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED JEFF NO 2 1942,
 BP0942'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 16
 BP0942'INCHES ABOVE GROUND.  IT IS 68 FEET NORTHWEST OF THE CENTER
 BP0942'LINE OF HIGHWAY, 22 FEET NORTH OF A TELEGRAPH POLE, AND 9
 BP0942'FEET WEST OF THE RIGHT-OF-WAY FENCE.
 BP0942'
 BP0942'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED JEFF 2 NO 3
 BP0942'1943, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 BP0942'OF GROUND.  IT IS 61 FEET SOUTHEAST OF THE CENTER LINE OF
 BP0942'HIGHWAY, 33 FEET NORTHEAST OF A METAL WITNESS POST, AND 1 FOOT
 BP0942'EAST OF THE RIGHT-OF-WAY FENCE.
 BP0942'
 BP0942'AZIMUTH MARK, A STANDARD DISK, STAMPED JEFF 1942, IS SET IN A
 BP0942'12 IN X 12 IN CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE
 BP0942'SURFACE OF GROUND.  IT IS 229 FEET SOUTHEAST OF THE CENTER
 BP0942'LINE OF HIGHWAY, 75 FEET SOUTH OF A TELEPHONE POLE, AND 1
 BP0942'FOOT NORTH OF A METAL WITNESS POST.
 BP0942'
 BP0942'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 BP0942'
 BP0942'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7
 BP0942'MILES SOUTHWEST
 BP0942
 BP0942                          STATION RECOVERY (1996)
 BP0942
 BP0942'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0942'RECOVERED IN GOOD CONDITION.
 BP0942
 BP0942                          STATION RECOVERY (2003)
 BP0942
 BP0942'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5721 ***********************************************************************
 AW5721  DESIGNATION -  JEFFERSON CO AIRPORT AP STA A
 AW5721  PID         -  AW5721
 AW5721  STATE/COUNTY-  TX/JEFFERSON
 AW5721  USGS QUAD   -  PORT ACRES (1993)
 AW5721
 AW5721                         *CURRENT SURVEY CONTROL
 AW5721  ___________________________________________________________________
 AW5721* NAD 83(1993)-  29 57 18.47946(N)    094 01 40.52168(W)     ADJUSTED  
 AW5721* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AW5721  ___________________________________________________________________
 AW5721  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AW5721  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW5721
 AW5721  HORZ ORDER  -  THIRD
 AW5721
 AW5721.This mark is at Jefferson Co (BPT) Airport (BPT)
 AW5721
 AW5721.The horizontal coordinates were established by classical geodetic methods
 AW5721.and adjusted by the National Geodetic Survey in February 1996..
 AW5721
 AW5721.The orthometric height was scaled from a topographic map.
 AW5721
 AW5721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5721
 AW5721.The geoid height was determined by GEOID03.
 AW5721
 AW5721;                    North         East     Units Scale Factor Converg.
 AW5721;SPC TXSC     - 4,245,355.881 1,079,770.744   MT  0.99992166   +2 26 09.2
 AW5721;SPC TXSC     -13,928,305.09  3,542,547.85   sFT  0.99992166   +2 26 09.2
 AW5721;SPC TX C     - 3,049,225.691 1,308,361.846   MT  1.00004704   +3 14 51.6
 AW5721;SPC TX C     -10,004,001.29  4,292,517.16   sFT  1.00004704   +3 14 51.6
 AW5721;UTM  15      - 3,314,258.063   400,811.981   MT  0.99972138   -0 30 47.9
 AW5721
 AW5721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5721!SPC TXSC     -   1.00000366  x   0.99992166  =   0.99992532
 AW5721!SPC TX C     -   1.00000366  x   1.00004704  =   1.00005070
 AW5721!UTM  15      -   1.00000366  x   0.99972138  =   0.99972504
 AW5721
 AW5721:                Primary Azimuth Mark                     Grid Az
 AW5721:SPC TXSC     -  NEDERLAND WATER TANK                     073 28 31.9
 AW5721:SPC TX C     -  NEDERLAND WATER TANK                     072 39 49.5
 AW5721:UTM  15      -  NEDERLAND WATER TANK                     076 25 29.0
 AW5721
 AW5721|---------------------------------------------------------------------|
 AW5721| PID    Reference Object                     Distance      Geod. Az  |
 AW5721|                                                           dddmmss.s |
 AW5721| AV0970 NEDERLAND WATER TANK                APPROX. 2.8 KM 0755441.1 |
 AW5721|---------------------------------------------------------------------|
 AW5721
 AW5721                          SUPERSEDED SURVEY CONTROL
 AW5721
 AW5721  NAD 83(1993)-  29 57 18.47888(N)    094 01 40.52152(W) AD(       ) 3
 AW5721  NAD 83(1986)-  29 57 18.49795(N)    094 01 40.50329(W) AD(       ) 3
 AW5721  NAD 27      -  29 57 17.72500(N)    094 01 39.87000(W) AD(       ) 3
 AW5721
 AW5721.Superseded values are not recommended for survey control.
 AW5721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5721.See file dsdata.txt to determine how the superseded data were derived.
 AW5721
 AW5721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0081214258(NAD 83)
 AW5721_MARKER: DT = TOPOGRAPHIC STATION DISK
 AW5721_SETTING: 0 = UNSPECIFIED SETTING
 AW5721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5721
 AW5721  HISTORY     - Date     Condition        Report By
 AW5721  HISTORY     - 1960     MONUMENTED       CGS
 AW5721  HISTORY     - 1968     GOOD             CGS
 AW5721  HISTORY     - 1975     GOOD             NGS
 AW5721  HISTORY     - 1979     MARK NOT FOUND   NGS
 AW5721  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AW5721  HISTORY     - 20020806 MARK NOT FOUND   USPSQD
 AW5721
 AW5721                          STATION DESCRIPTION
 AW5721
 AW5721'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AW5721'AT JEFFERSON COUNTY AIRPORT, AT THE NW END OF RUNWAY 11-29, ABOUT
 AW5721'1800 FT. SW OF THE TERMINAL BUILDING, 26.5 FT. SE OF THRESHHOLD
 AW5721'LIGHT NO. 1, AND 0.7 FT. SW OF THE W. CORNER OF THE RUNWAY.
 AW5721'
 AW5721'A STANDARD TOPOGRAPHIC STATION DISK, SET IN THE TOP OF A CONCRETE
 AW5721'MONUMENT WHICH IS ABOUT 1 INCH BELOW THE GROUND SURFACE, AND
 AW5721'STAMPED AP 1960 STA. A.
 AW5721
 AW5721                          STATION RECOVERY (1968)
 AW5721
 AW5721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 AW5721'RECOVERED AS DESCRIBED.
 AW5721'
 AW5721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF
 AW5721'NEDERLAND, TEXAS.
 AW5721
 AW5721                          STATION RECOVERY (1975)
 AW5721
 AW5721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HBA)
 AW5721'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW5721'
 AW5721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT JEFFERSON
 AW5721'COUNTY AIRPORT
 AW5721
 AW5721                          STATION RECOVERY (1979)
 AW5721
 AW5721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 AW5721'STATION WAS DESTROYED WHEN THE AREA WAS DISTURBED DURING PAVING OF
 AW5721'THE RUNWAY (DESCRIBED IN QUAD 290941 STA 1052).
 AW5721'
 AW5721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE JEFFERSON
 AW5721'COUNTY AIRPORT.
 AW5721
 AW5721                          STATION RECOVERY (2000)
 AW5721
 AW5721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW5721'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5721
 AW5721                          STATION RECOVERY (2002)
 AW5721
 AW5721'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW5721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5722 ***********************************************************************
 AW5722  DESIGNATION -  JEFFERSON CO AIRPORT AP STA B
 AW5722  PID         -  AW5722
 AW5722  STATE/COUNTY-  TX/JEFFERSON
 AW5722  USGS QUAD   -  PORT ACRES (1993)
 AW5722
 AW5722                         *CURRENT SURVEY CONTROL
 AW5722  ___________________________________________________________________
 AW5722* NAD 83(1993)-  29 56 49.18884(N)    094 00 44.46211(W)     ADJUSTED  
 AW5722* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AW5722  ___________________________________________________________________
 AW5722  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AW5722  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW5722
 AW5722  HORZ ORDER  -  THIRD
 AW5722
 AW5722.This mark is at Jefferson Co (BPT) Airport (BPT)
 AW5722
 AW5722.The horizontal coordinates were established by classical geodetic methods
 AW5722.and adjusted by the National Geodetic Survey in February 1996..
 AW5722
 AW5722.The orthometric height was scaled from a topographic map.
 AW5722
 AW5722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5722
 AW5722.The geoid height was determined by GEOID03.
 AW5722
 AW5722;                    North         East     Units Scale Factor Converg.
 AW5722;SPC TXSC     - 4,244,518.834 1,081,310.884   MT  0.99992014   +2 26 36.6
 AW5722;SPC TXSC     -13,925,558.87  3,547,600.79   sFT  0.99992014   +2 26 36.6
 AW5722;SPC TX C     - 3,048,410.450 1,309,913.890   MT  1.00004961   +3 15 20.4
 AW5722;SPC TX C     -10,001,326.62  4,297,609.15   sFT  1.00004961   +3 15 20.4
 AW5722;UTM  15      - 3,313,343.072   402,306.716   MT  0.99971775   -0 30 19.5
 AW5722
 AW5722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5722!SPC TXSC     -   1.00000398  x   0.99992014  =   0.99992412
 AW5722!SPC TX C     -   1.00000398  x   1.00004961  =   1.00005359
 AW5722!UTM  15      -   1.00000398  x   0.99971775  =   0.99972172
 AW5722
 AW5722:                Primary Azimuth Mark                     Grid Az
 AW5722:SPC TXSC     -  NEDERLAND WATER TANK                     034 40 55.6
 AW5722:SPC TX C     -  NEDERLAND WATER TANK                     033 52 11.8
 AW5722:UTM  15      -  NEDERLAND WATER TANK                     037 37 51.7
 AW5722
 AW5722|---------------------------------------------------------------------|
 AW5722| PID    Reference Object                     Distance      Geod. Az  |
 AW5722|                                                           dddmmss.s |
 AW5722| AV0970 NEDERLAND WATER TANK                APPROX. 2.0 KM 0370732.2 |
 AW5722| AW5721 JEFFERSON CO AIRPORT AP STA A       APPROX. 1.8 KM 3005801.7 |
 AW5722|---------------------------------------------------------------------|
 AW5722
 AW5722                          SUPERSEDED SURVEY CONTROL
 AW5722
 AW5722  NAD 83(1993)-  29 56 49.18828(N)    094 00 44.46194(W) AD(       ) 3
 AW5722  NAD 83(1986)-  29 56 49.20739(N)    094 00 44.44368(W) AD(       ) 3
 AW5722  NAD 27      -  29 56 48.43400(N)    094 00 43.81200(W) AD(       ) 3
 AW5722
 AW5722.Superseded values are not recommended for survey control.
 AW5722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5722.See file dsdata.txt to determine how the superseded data were derived.
 AW5722
 AW5722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0230713343(NAD 83)
 AW5722_MARKER: DT = TOPOGRAPHIC STATION DISK
 AW5722_SETTING: 0 = UNSPECIFIED SETTING
 AW5722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5722
 AW5722  HISTORY     - Date     Condition        Report By
 AW5722  HISTORY     - 1960     MONUMENTED       CGS
 AW5722  HISTORY     - 1968     GOOD             CGS
 AW5722  HISTORY     - 1975     MARK NOT FOUND   NGS
 AW5722  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AW5722  HISTORY     - 20020806 MARK NOT FOUND   USPSQD
 AW5722
 AW5722                          STATION DESCRIPTION
 AW5722
 AW5722'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AW5722'AT JEFFERSON COUNTY AIRPORT, AT THE SE END OF RUNWAY 11-29,
 AW5722'ABOUT 4400 FT. SE OF THE TERMINAL BUILDING, 26.4 FT. NW OF
 AW5722'THRESHOLD LIGHT NO. 61, AND 1.4 FT. SW OF THE S. CORNER OF THE
 AW5722'RUNWAY.
 AW5722'
 AW5722'A STANDARD TOPOGRAPHIC STATION DISK, SET IN THE TOP OF A CONCRETE
 AW5722'MONUMENT WHICH IS ABOUT 1 INCH BELOW THE GROUND SURFACE, AND
 AW5722'STAMPED AP 1960 STA. B.
 AW5722
 AW5722                          STATION RECOVERY (1968)
 AW5722
 AW5722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 AW5722'RECOVERED AS DESCRIBED.
 AW5722'
 AW5722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF
 AW5722'NEDERLAND, TEXAS.
 AW5722
 AW5722                          STATION RECOVERY (1975)
 AW5722
 AW5722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HBA)
 AW5722'STATION DESTROYED.
 AW5722'
 AW5722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT JEFFERSON
 AW5722'COUNTY AIRPORT
 AW5722
 AW5722                          STATION RECOVERY (2000)
 AW5722
 AW5722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW5722'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5722
 AW5722                          STATION RECOVERY (2002)
 AW5722
 AW5722'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW5722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5723 ***********************************************************************
 AW5723  DESIGNATION -  JEFFERSON COUNTY AIRPORT ARP
 AW5723  PID         -  AW5723
 AW5723  STATE/COUNTY-  TX/JEFFERSON
 AW5723  USGS QUAD   -  PORT ACRES (1993)
 AW5723
 AW5723                         *CURRENT SURVEY CONTROL
 AW5723  ___________________________________________________________________
 AW5723* NAD 83(1993)-  29 57 03.64325(N)    094 01 12.12355(W)     ADJUSTED  
 AW5723* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 AW5723  ___________________________________________________________________
 AW5723  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW5723  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW5723
 AW5723  HORZ ORDER  -  THIRD
 AW5723
 AW5723.This mark is at Jefferson Co (BPT) Airport (BPT)
 AW5723
 AW5723.The horizontal coordinates were established by classical geodetic methods
 AW5723.and adjusted by the National Geodetic Survey in February 1996..
 AW5723
 AW5723.The orthometric height was scaled from a topographic map.
 AW5723
 AW5723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5723
 AW5723.The geoid height was determined by GEOID03.
 AW5723
 AW5723;                    North         East     Units Scale Factor Converg.
 AW5723;SPC TXSC     - 4,244,931.879 1,080,550.903   MT  0.99992089   +2 26 23.1
 AW5723;SPC TXSC     -13,926,914.01  3,545,107.42   sFT  0.99992089   +2 26 23.1
 AW5723;SPC TX C     - 3,048,812.734 1,309,148.033   MT  1.00004834   +3 15 06.2
 AW5723;SPC TX C     -10,002,646.44  4,295,096.50   sFT  1.00004834   +3 15 06.2
 AW5723;UTM  15      - 3,313,794.577   401,569.140   MT  0.99971953   -0 30 33.5
 AW5723
 AW5723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5723!SPC TXSC     -   1.00000366  x   0.99992089  =   0.99992455
 AW5723!SPC TX C     -   1.00000366  x   1.00004834  =   1.00005200
 AW5723!UTM  15      -   1.00000366  x   0.99971953  =   0.99972319
 AW5723
 AW5723:                Primary Azimuth Mark                     Grid Az
 AW5723:SPC TXSC     -  NEDERLAND WATER TANK                     057 12 53.0
 AW5723:SPC TX C     -  NEDERLAND WATER TANK                     056 24 09.9
 AW5723:UTM  15      -  NEDERLAND WATER TANK                     060 09 49.6
 AW5723
 AW5723|---------------------------------------------------------------------|
 AW5723| PID    Reference Object                     Distance      Geod. Az  |
 AW5723|                                                           dddmmss.s |
 AW5723| AV0970 NEDERLAND WATER TANK                APPROX. 2.2 KM 0593916.1 |
 AW5723| AW5721 JEFFERSON CO AIRPORT AP STA A       APPROX. 0.9 KM 3005747.1 |
 AW5723| AW5719 AIRPORT BCN JEFFERSON CO APT        APPROX. 0.6 KM 3383259.8 |
 AW5723|---------------------------------------------------------------------|
 AW5723
 AW5723                          SUPERSEDED SURVEY CONTROL
 AW5723
 AW5723  NAD 83(1993)-  29 57 03.64267(N)    094 01 12.12338(W) AD(       ) 3
 AW5723  NAD 83(1986)-  29 57 03.66177(N)    094 01 12.10514(W) AD(       ) 3
 AW5723  NAD 27      -  29 57 02.88900(N)    094 01 11.47300(W) AD(       ) 3
 AW5723
 AW5723.Superseded values are not recommended for survey control.
 AW5723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5723.See file dsdata.txt to determine how the superseded data were derived.
 AW5723
 AW5723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP0156913795(NAD 83)
 AW5723_MARKER: DT = TOPOGRAPHIC STATION DISK
 AW5723_SETTING: 0 = UNSPECIFIED SETTING
 AW5723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5723
 AW5723  HISTORY     - Date     Condition        Report By
 AW5723  HISTORY     - 1960     MONUMENTED       CGS
 AW5723  HISTORY     - 1968     GOOD             CGS
 AW5723  HISTORY     - 1979     MARK NOT FOUND   NGS
 AW5723  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AW5723  HISTORY     - 20020806 MARK NOT FOUND   USPSQD
 AW5723
 AW5723                          STATION DESCRIPTION
 AW5723
 AW5723'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AW5723'AT JEFFERSON COUNTY AIRPORT, ABOUT MIDWAY ALONG THE SW EDGE OF
 AW5723'RUNWAY 11-29, ABOUT 950 FT. NW OF THE INTERSECTION OF THE
 AW5723'CENTERLINES OF RUNWAYS 11-29 AND 2-20, 21.8 FT. NW OF RUNWAY
 AW5723'LIGHT NO. 33, AND 1.0 FT. SW OF THE SW EDGE OF THE RUNWAY.
 AW5723'
 AW5723'A STANDARD TOPOGRAPHIC STATION DISK, SET IN THE TOP OF A CONCRETE
 AW5723'MONUMENT FLUSH WITH THE GROUND, AND STAMPED ARP 1960.
 AW5723
 AW5723                          STATION RECOVERY (1968)
 AW5723
 AW5723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 AW5723'RECOVERED AS DESCRIBED.
 AW5723'
 AW5723'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF
 AW5723'NEDERLAND, TEXAS.
 AW5723
 AW5723                          STATION RECOVERY (1979)
 AW5723
 AW5723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 AW5723'STATION DESTROYED WHEN THE AREA WAS DISTRUBED DURING PAVING OF
 AW5723'RUNWAY.
 AW5723'
 AW5723'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE JEFFERSON
 AW5723'COUNTY AIRPORT.
 AW5723
 AW5723                          STATION RECOVERY (2000)
 AW5723
 AW5723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW5723'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW5723
 AW5723                          STATION RECOVERY (2002)
 AW5723
 AW5723'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW5723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1091 ***********************************************************************
 CR1091  DESIGNATION -  JEFFERSON LOOKOUT TOWER
 CR1091  PID         -  CR1091
 CR1091  STATE/COUNTY-  TX/MARION
 CR1091  USGS QUAD   -  KELLYVILLE (1962)
 CR1091
 CR1091                         *CURRENT SURVEY CONTROL
 CR1091  ___________________________________________________________________
 CR1091* NAD 83(1993)-  32 45 57.89242(N)    094 22 39.60991(W)     ADJUSTED  
 CR1091* NAVD 88     -                                                        
 CR1091  ___________________________________________________________________
 CR1091  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CR1091  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CR1091
 CR1091  HORZ ORDER  -  THIRD
 CR1091
 CR1091.The horizontal coordinates were established by classical geodetic methods
 CR1091.and adjusted by the National Geodetic Survey in February 1996..
 CR1091
 CR1091
 CR1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1091
 CR1091.The geoid height was determined by GEOID03.
 CR1091
 CR1091;                    North         East     Units Scale Factor Converg.
 CR1091;SPC TXNC     - 2,129,490.505   986,114.872   MT  0.99988497   +2 14 53.9
 CR1091;SPC TXNC     - 6,986,503.43  3,235,278.54   sFT  0.99988497   +2 14 53.9
 CR1091;UTM  15      - 3,626,194.891   370,960.143   MT  0.99980532   -0 44 44.6
 CR1091
 CR1091                          SUPERSEDED SURVEY CONTROL
 CR1091
 CR1091  NAD 83(1993)-  32 45 57.89888(N)    094 22 39.59792(W) AD(       ) 4
 CR1091  NAD 83(1986)-  32 45 57.89894(N)    094 22 39.59826(W) AD(       ) 4
 CR1091  NAD 27      -  32 45 57.40000(N)    094 22 38.90000(W) AD(       ) 3
 CR1091
 CR1091.Superseded values are not recommended for survey control.
 CR1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1091.See file dsdata.txt to determine how the superseded data were derived.
 CR1091
 CR1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7096026195(NAD 83)
 CR1091_MARKER: 57 = LOOKOUT TOWER
 CR1091
 CR1091  HISTORY     - Date     Condition        Report By
 CR1091  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1091
 CR1091                          STATION DESCRIPTION
 CR1091
 CR1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1091'THE STATION IS LOCATED ABOUT 1.5 MILES WEST-NORTHWEST OF
 CR1091'JEFFERSON.  IT HAS A GLASS ENCLOSED CAB SUPPORTED BY A 4-LEGGED
 CR1091'STEEL STRUCTURE AND HAS AN OVER-ALL HEIGHT OF ABOUT 100 FEET.
 CR1091'IT IS PAINTED GRAY IN COLOR.  THE TOP AND CENTER WAS THE
 CR1091'POINT INTERSECTED.
 CR1091'
 CR1091'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE HIGHWAY
 CR1091'49 IN THE NORTHWEST SECTION OF JEFFERSON, GO 1.4 MILES ON
 CR1091'STATE HIGHWAY 49 TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.1
 CR1091'MILE TO STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1089 ***********************************************************************
 CR1089  DESIGNATION -  JEFFERSON MUNICIPAL TANK
 CR1089  PID         -  CR1089
 CR1089  STATE/COUNTY-  TX/MARION
 CR1089  USGS QUAD   -  JEFFERSON (1962)
 CR1089
 CR1089                         *CURRENT SURVEY CONTROL
 CR1089  ___________________________________________________________________
 CR1089* NAD 83(1993)-  32 45 04.16102(N)    094 20 55.31730(W)     ADJUSTED  
 CR1089* NAVD 88     -                                                        
 CR1089  ___________________________________________________________________
 CR1089  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 CR1089  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CR1089
 CR1089  HORZ ORDER  -  THIRD
 CR1089
 CR1089.The horizontal coordinates were established by classical geodetic methods
 CR1089.and adjusted by the National Geodetic Survey in February 1996..
 CR1089
 CR1089
 CR1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1089
 CR1089.The geoid height was determined by GEOID03.
 CR1089
 CR1089;                    North         East     Units Scale Factor Converg.
 CR1089;SPC TXNC     - 2,127,943.609   988,892.316   MT  0.99988629   +2 15 50.7
 CR1089;SPC TXNC     - 6,981,428.32  3,244,390.87   sFT  0.99988629   +2 15 50.7
 CR1089;UTM  15      - 3,624,505.183   373,652.775   MT  0.99979684   -0 43 47.0
 CR1089
 CR1089                          SUPERSEDED SURVEY CONTROL
 CR1089
 CR1089  NAD 83(1993)-  32 45 04.16741(N)    094 20 55.30574(W) AD(       ) 4
 CR1089  NAD 83(1986)-  32 45 04.16833(N)    094 20 55.30477(W) AD(       ) 4
 CR1089  NAD 27      -  32 45 03.66100(N)    094 20 54.61900(W) AD(       ) 3
 CR1089
 CR1089.Superseded values are not recommended for survey control.
 CR1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1089.See file dsdata.txt to determine how the superseded data were derived.
 CR1089
 CR1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS7365324505(NAD 83)
 CR1089_MARKER: 53 = ELEVATED TANK
 CR1089
 CR1089  HISTORY     - Date     Condition        Report By
 CR1089  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1089  HISTORY     - 20030614 GOOD             USPSQD
 CR1089
 CR1089                          STATION DESCRIPTION
 CR1089
 CR1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1089'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF JEFFERSON.
 CR1089'THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND ITS
 CR1089'OVER-ALL HEIGHT IS ABOUT 130 FEET.  IT IS PAINTED SILVER IN
 CR1089'COLOR.  THE TOP AND CENTER WAS THE POINT INTERSECTED.
 CR1089
 CR1089                          STATION RECOVERY (2003)
 CR1089
 CR1089'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2164 ***********************************************************************
 AN2164  DESIGNATION -  JENNINGS
 AN2164  PID         -  AN2164
 AN2164  STATE/COUNTY-  TX/JIM WELLS
 AN2164  USGS QUAD   -  SANDIA (1979)
 AN2164
 AN2164                         *CURRENT SURVEY CONTROL
 AN2164  ___________________________________________________________________
 AN2164* NAD 83(1993)-  28 02 00.43658(N)    097 56 31.09843(W)     ADJUSTED  
 AN2164* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 AN2164  ___________________________________________________________________
 AN2164  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AN2164  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AN2164
 AN2164  HORZ ORDER  -  THIRD
 AN2164
 AN2164.The horizontal coordinates were established by classical geodetic methods
 AN2164.and adjusted by the National Geodetic Survey in February 1996..
 AN2164
 AN2164.The orthometric height was scaled from a topographic map.
 AN2164
 AN2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2164
 AN2164.The geoid height was determined by GEOID03.
 AN2164
 AN2164;                    North         East     Units Scale Factor Converg.
 AN2164;SPC TX S     - 5,262,356.245   354,874.673   MT  1.00005678   +0 15 12.1
 AN2164;SPC TX S     -17,264,913.78  1,164,284.66   sFT  1.00005678   +0 15 12.1
 AN2164;SPC TXSC     - 4,022,651.317   704,048.413   MT  1.00011880   +0 31 06.0
 AN2164;SPC TXSC     -13,197,648.53  2,309,865.50   sFT  1.00011880   +0 31 06.0
 AN2164;UTM  14      - 3,101,359.646   603,999.182   MT  0.99973349   +0 29 50.3
 AN2164
 AN2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2164!SPC TX S     -   0.99999508  x   1.00005678  =   1.00005186
 AN2164!SPC TXSC     -   0.99999508  x   1.00011880  =   1.00011388
 AN2164!UTM  14      -   0.99999508  x   0.99973349  =   0.99972857
 AN2164
 AN2164:                Primary Azimuth Mark                     Grid Az
 AN2164:SPC TX S     -  JENNINGS AZ MK                           161 39 05.0
 AN2164:SPC TXSC     -  JENNINGS AZ MK                           161 23 11.1
 AN2164:UTM  14      -  JENNINGS AZ MK                           161 24 26.8
 AN2164
 AN2164|---------------------------------------------------------------------|
 AN2164| PID    Reference Object                     Distance      Geod. Az  |
 AN2164|                                                           dddmmss.s |
 AN2164| CV5287 JENNINGS AZ MK                                     1615417.1 |
 AN2164| AH1607 ORANGE GROVE MUNICIPAL TANK         APPROX. 8.4 KM 1785624.7 |
 AN2164| CV5288 JENNINGS RM 1                        26.086 METERS 24130     |
 AN2164| CV5289 JENNINGS RM 2                        21.558 METERS 32602     |
 AN2164|---------------------------------------------------------------------|
 AN2164
 AN2164                          SUPERSEDED SURVEY CONTROL
 AN2164
 AN2164  NAD 83(1986)-  28 02 00.44289(N)    097 56 31.07828(W) AD(       ) 3
 AN2164  NAD 27      -  28 01 59.38900(N)    097 56 30.08000(W) AD(       ) 3
 AN2164
 AN2164.Superseded values are not recommended for survey control.
 AN2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2164.See file dsdata.txt to determine how the superseded data were derived.
 AN2164
 AN2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS0399901360(NAD 83)
 AN2164_MARKER: DS = TRIANGULATION STATION DISK
 AN2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2164
 AN2164  HISTORY     - Date     Condition        Report By
 AN2164  HISTORY     - 1953     MONUMENTED       CGS
 AN2164  HISTORY     - 20051111 MARK NOT FOUND   INDIV
 AN2164
 AN2164                          STATION DESCRIPTION
 AN2164
 AN2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2164'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF MATHIS, ABOUT
 AN2164'6 MILES NORTH OF ORANGE GROVE, ABOUT 2 MILES SOUTH OF THE
 AN2164'LIVE OAK-JIM WELLS COUNTY LINE AND ON A SMALL EAST-WEST
 AN2164'RIDGE BETWEEN RESACA CREEK AND CHARQUITAS CREEK.
 AN2164'
 AN2164'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE ROUTE
 AN2164'9 IN THE SOUTHEAST EDGE OF MATHIS, GO SOUTHWEST ON U.S. HIGHWAY
 AN2164'59 TOWARDS ORANGE GROVE FOR 9.0 MILES TO A SIDE ROAD RIGHT AT
 AN2164'A LARGE SOMICO PIPE LINE CO. OIL STORAGE TANK, TURN RIGHT,
 AN2164'NORTHWEST, FOR 2.2 MILES ON A DIRT ROAD TO A NARROW BRIDGE,
 AN2164'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO AZIMUTH MARK ON LEFT,
 AN2164'WEST SIDE OF THE ROAD, CONTINUE STRAIGHT AHEAD THRU A CATTLE
 AN2164'GUARD FOR 0.25 MILE TO ANOTHER NARROW BRIDGE, CONTINUE
 AN2164'STRAIGHT AHEAD FOR 0.75 MILE TO THE STATION ON THE RIGHT, EAST
 AN2164'SIDE OF THE ROAD, JUST NORTH OF THE DRIVEWAY INTO THE
 AN2164'HOME OF CLYDE JENNINGS.
 AN2164'
 AN2164'THE STATION MARK IS STAMPED JENNINGS 1953 AND IS SET FLUSH
 AN2164'WITH THE GROUND.  THE MARK IS 36 PACES NORTH OF THE DRIVEWAY
 AN2164'LEADING INTO THE JENNINGS HOME, 35 FEET EAST OF THE CENTER OF THE
 AN2164'DIRT ROAD, 6 FEET WEST OF A FENCE AND 4 FEET SOUTH OF A WHITE
 AN2164'WITNESS POST.
 AN2164'
 AN2164'REFERENCE MARK NO. 1 IS STAMPED JENNINGS NO 1 1953 AND PROJECTS 5
 AN2164'INCHES.  THE MARK IS 23 PACES NORTHWEST OF THE DRIVEWAY, 22
 AN2164'FEET WEST OF THE CENTER OF THE DIRT ROAD AND 1 FOOT EAST OF A
 AN2164'FENCE.
 AN2164'
 AN2164'REFERENCE MARK NO. 2 IS STAMPED JENNINGS NO 2 1953 AND PROJECTS
 AN2164'5 INCHES.  THE MARK IS 23 FEET WEST OF THE CENTER OF A DIRT
 AN2164'ROAD AND 1 FOOT EAST OF A FENCE.
 AN2164'
 AN2164'THE AZIMUTH MARK IS STAMPED JENNINGS 1953 AND PROJECTS 3 INCHES.
 AN2164'THE MARK IS ABOUT 300 FEET SOUTH OF A CATTLE GUARD, 34 FEET
 AN2164'WEST OF THE CENTER OF THE DIRT ROAD, 3 FEET NORTH OF A WHITE
 AN2164'WITNESS POST AND 1 FOOT EAST OF A FENCE.
 AN2164'
 AN2164'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 AN2164
 AN2164                          STATION RECOVERY (2005)
 AN2164
 AN2164'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLM)
 AN2164'RM 1 FOUND IN GOOD CONDITION.
 AN2164' 
 AN2164'RM 2 THE DISK HAS BEEN SHEARED OFF, BUT THE MONUMENT APPEARED IN
 AN2164'PLACE.
 AN2164' 
 AN2164'DISTANCE FROM THE RMS AND A RTK GPS SHOT PUT THE STATION 1 FOOT WEST
 AN2164'OF THE PAINTED CENTERLINE OF FARM ROAD 534.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6348 ***********************************************************************
 AW6348  DESIGNATION -  JENNINGS 2
 AW6348  PID         -  AW6348
 AW6348  STATE/COUNTY-  TX/HARRIS
 AW6348  USGS QUAD   -  LA PORTE (1982)
 AW6348
 AW6348                         *CURRENT SURVEY CONTROL
 AW6348  ___________________________________________________________________
 AW6348* NAD 83(1993)-  29 42 08.79768(N)    095 01 08.36695(W)     ADJUSTED  
 AW6348* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6348  ___________________________________________________________________
 AW6348  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW6348  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6348
 AW6348  HORZ ORDER  -  THIRD
 AW6348
 AW6348.The horizontal coordinates were established by classical geodetic methods
 AW6348.and adjusted by the National Geodetic Survey in February 1996..
 AW6348
 AW6348.The orthometric height was scaled from a topographic map.
 AW6348
 AW6348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6348
 AW6348.The geoid height was determined by GEOID03.
 AW6348
 AW6348;                    North         East     Units Scale Factor Converg.
 AW6348;SPC TXSC     - 4,213,703.690   985,134.329   MT  0.99988374   +1 57 01.2
 AW6348;SPC TXSC     -13,824,459.52  3,232,061.54   sFT  0.99988374   +1 57 01.2
 AW6348;UTM  15      - 3,287,520.132   304,673.982   MT  1.00007076   -1 00 02.6
 AW6348
 AW6348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6348!SPC TXSC     -   1.00000411  x   0.99988374  =   0.99988785
 AW6348!UTM  15      -   1.00000411  x   1.00007076  =   1.00007487
 AW6348
 AW6348|---------------------------------------------------------------------|
 AW6348| PID    Reference Object                     Distance      Geod. Az  |
 AW6348|                                                           dddmmss.s |
 AW6348| CV7298 JENNINGS 2 RM N                      22.100 METERS 02616     |
 AW6348| CV7297 JENNINGS 2 RM E                      24.150 METERS 11658     |
 AW6348| AW6380 INLET                               APPROX. 4.0 KM 3095333.1 |
 AW6348| AW5048 145+00 USE                           36.790 METERS 31233     |
 AW6348|---------------------------------------------------------------------|
 AW6348
 AW6348                          SUPERSEDED SURVEY CONTROL
 AW6348
 AW6348  NAD 83(1986)-  29 42 08.81381(N)    095 01 08.34786(W) AD(       ) 3
 AW6348  NAD 27      -  29 42 07.98995(N)    095 01 07.60394(W) AD(       ) 3
 AW6348
 AW6348.Superseded values are not recommended for survey control.
 AW6348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6348.See file dsdata.txt to determine how the superseded data were derived.
 AW6348
 AW6348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0467487520(NAD 83)
 AW6348_MARKER: Z = SEE DESCRIPTION
 AW6348_SETTING: 0 = UNSPECIFIED SETTING
 AW6348
 AW6348  HISTORY     - Date     Condition        Report By
 AW6348  HISTORY     - 1938     MONUMENTED       CGS
 AW6348  HISTORY     - 1952     MARK NOT FOUND   CGS
 AW6348  HISTORY     - 19971204 MARK NOT FOUND   USPSQD
 AW6348
 AW6348                          STATION DESCRIPTION
 AW6348
 AW6348'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AW6348'STATION IS LOCATED NEAR THE N END OF SPILLMAN ISLAND, 30
 AW6348'METERS W OF HOUSTON SHIP CHANNEL SHORELINE, ABOUT 8 METERS
 AW6348'N OF THE LINE BETWEEN RANGE E (FRONT) AND RANGE E (REAR),
 AW6348'AND ABOUT 50 METERS NW OF RANGE E FRONT RANGE LIGHT.
 AW6348'
 AW6348'STATION IS MARKED BY A TACK IN A 6- BY 6-INCH CONCRETE POST.
 AW6348'
 AW6348'REFERENCE MARKS ARE BRONZE DISKS (UNSTAMPED) SET IN 6-INCH
 AW6348'CONCRETE CYLINDERS.
 AW6348'
 AW6348'A U.S.E. BRONZE STATION DISK WITH A RAISED TRIANGLE, STAMPED
 AW6348'145+00, IS 36.79 METERS N OF STATION MARK.
 AW6348
 AW6348                          STATION RECOVERY (1952)
 AW6348
 AW6348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6348'STATION NOT RECOVERED.  THE AREA WAS SEARCHED BUT THE STATION
 AW6348'WAS NOT FOUND.  A TUNNEL UNDER THE HOUSTON SHIP CHANNEL IS
 AW6348'UNDER CONSTRUCTION AT THIS POINT AND CONSTRUCTION WORKERS
 AW6348'ON THE TUNNEL STATED THAT THE MONUMENT WAS DESTROYED BY
 AW6348'THE CONSTRUCTION.
 AW6348
 AW6348                          STATION RECOVERY (1997)
 AW6348
 AW6348'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW6348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6376 ***********************************************************************
 AW6376  DESIGNATION -  JENNINGS USE 1900
 AW6376  PID         -  AW6376
 AW6376  STATE/COUNTY-  TX/HARRIS
 AW6376  USGS QUAD   -  LA PORTE (1982)
 AW6376
 AW6376                         *CURRENT SURVEY CONTROL
 AW6376  ___________________________________________________________________
 AW6376* NAD 83(1993)-  29 42 13.65910(N)    095 01 12.90959(W)     ADJUSTED  
 AW6376* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 AW6376  ___________________________________________________________________
 AW6376  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AW6376  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6376
 AW6376  HORZ ORDER  -  THIRD
 AW6376
 AW6376.The horizontal coordinates were established by classical geodetic methods
 AW6376.and adjusted by the National Geodetic Survey in February 1996..
 AW6376
 AW6376.The orthometric height was scaled from a topographic map.
 AW6376
 AW6376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6376
 AW6376.The geoid height was determined by GEOID03.
 AW6376
 AW6376;                    North         East     Units Scale Factor Converg.
 AW6376;SPC TXSC     - 4,213,849.119   985,007.209   MT  0.99988389   +1 56 59.0
 AW6376;SPC TXSC     -13,824,936.65  3,231,644.48   sFT  0.99988389   +1 56 59.0
 AW6376;UTM  15      - 3,287,671.941   304,554.496   MT  1.00007133   -1 00 05.0
 AW6376
 AW6376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6376!SPC TXSC     -   1.00000427  x   0.99988389  =   0.99988816
 AW6376!UTM  15      -   1.00000427  x   1.00007133  =   1.00007560
 AW6376
 AW6376:                Primary Azimuth Mark                     Grid Az
 AW6376:SPC TXSC     -  MORGAN PT                                125 06 09.3
 AW6376:UTM  15      -  MORGAN PT                                128 03 13.3
 AW6376
 AW6376|---------------------------------------------------------------------|
 AW6376| PID    Reference Object                     Distance      Geod. Az  |
 AW6376|                                                           dddmmss.s |
 AW6376| AW6187 MORGAN PT                           APPROX. 4.2 KM 1270308.3 |
 AW6376| AW6137 STERLING WATER TANK                 APPROX. 4.4 KM 1494719.0 |
 AW6376| AW6359 LA PORTE ST MARYS SEM STACK         APPROX. 5.6 KM 1691430.8 |
 AW6376| AW6387 LA PORTE MUNICIPAL TANK             APPROX. 4.3 KM 1835424.8 |
 AW6376| AW6330 BAYTOWN SW TRANSMISSION TOWER       APPROX. 2.8 KM 3441347.7 |
 AW6376|---------------------------------------------------------------------|
 AW6376
 AW6376                          SUPERSEDED SURVEY CONTROL
 AW6376
 AW6376  NAD 83(1986)-  29 42 13.67526(N)    095 01 12.89051(W) AD(       ) 3
 AW6376  NAD 27      -  29 42 12.85176(N)    095 01 12.14590(W) AD(       ) 3
 AW6376
 AW6376.Superseded values are not recommended for survey control.
 AW6376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6376.See file dsdata.txt to determine how the superseded data were derived.
 AW6376
 AW6376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0455487672(NAD 83)
 AW6376_MARKER: DD = SURVEY DISK
 AW6376_SETTING: 0 = UNSPECIFIED SETTING
 AW6376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6376
 AW6376  HISTORY     - Date     Condition        Report By
 AW6376  HISTORY     - 1900     MONUMENTED       USE
 AW6376  HISTORY     - 1930     SEE DESCRIPTION  CGS
 AW6376  HISTORY     - 1938     MARK NOT FOUND   CGS
 AW6376  HISTORY     - 1952     SEE DESCRIPTION  CGS
 AW6376
 AW6376                          STATION DESCRIPTION
 AW6376
 AW6376'DESCRIBED BY US ENGINEERS 1900
 AW6376'LOCATED ON SPILLMAN OR JENNINGS ISLAND, ON THE SW SIDE OF
 AW6376'THE MAIN CHANNEL OF THE SAN JACINTO RIVER, ON MARSHY GROUND
 AW6376'1,450 METERS FROM THE JENNINGS RESIDENCE, 50 METERS FROM
 AW6376'THE RIVER, AND 70 METERS E OF WHERE A LARGE FLAT BEGINS
 AW6376'AND EXTENDS TO THE W.
 AW6376'
 AW6376'STATION IS MARKED BY A U.S.E. STANDARD STATION MARK.
 AW6376'
 AW6376'THERE ARE TWO U.S.E. STANDARD REFERENCE MARKS, ONE DISTANT
 AW6376'30.48 METERS, AND THE OTHER DISTANT
 AW6376'30.48 METERS.
 AW6376
 AW6376                          STATION RECOVERY (1930)
 AW6376
 AW6376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (HBC)
 AW6376'LOCATED ON NW PART OF SPILLMAN ISLAND, NEARLY IN LINE BETWEEN
 AW6376'RANGE E (FRONT) AND RANGE H (FRONT), AND AT 10 METERS BACK
 AW6376'FROM IRREGULAR SHORELINE OF HOUSTON SHIP CHANNEL TO THE N.
 AW6376'THE AREA IN THIS VICINITY IS SAND-COVERED WITH A SCATTERED
 AW6376'GROWTH OF GRASS AND MESQUITE.  TO THE W AT 135 METERS IS
 AW6376'A SMALL WASH SEPARATING SPILLMAN AND JENNINGS ISLANDS.
 AW6376'
 AW6376'STATION IS MARKED WITH A STANDARD U.S.E. CAST-IRON CYLINDER
 AW6376'WITH A RAISED TRIANGLE ON TOP AND IS 1.4 FEET BELOW THE
 AW6376'SURFACE DUE TO DREDGING OPERATIONS ON THE ADJACENT SHIP
 AW6376'CHANNEL.
 AW6376'
 AW6376'TWO BRONZE REFERENCE DISKS WERE ESTABLISHED.
 AW6376
 AW6376                          STATION RECOVERY (1938)
 AW6376
 AW6376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AW6376'STATION WAS NOT FOUND AS DESCRIBED BY H.B.C. IN 1930.  THE
 AW6376'TWO REFERENCE MARKS WERE FOUND AFTER A LONG SEARCH APPROXIMATELY
 AW6376'200 METERS SE OF DESCRIBED POSITION IN APPARENTLY EXCELLENT
 AW6376'CONDITION WITH ARROWS POINTING TO A CONCRETE POST 6 BY 6
 AW6376'INCHES PROJECTING 2 INCHES ABOVE THE GROUND, WITH AN IRON
 AW6376'TACK (OR NAIL) IN THE CONCRETE.  THE REFERENCE MARKS ARE
 AW6376'NOT STAMPED, THE DISTANCES TO THE STATION DO NOT CHECK WITHIN
 AW6376'SEVERAL METERS, AND THE DIRECTIONS CANNOT BE FITTED IN EVEN
 AW6376'APPROXIMATELY.
 AW6376'
 AW6376'A SYSTEMATIC AND THOROUGH SEARCH WAS MADE IN THE VICINITY
 AW6376'AND IT IS VERY UNLIKELY THAT ANY OTHER MARKS CAN BE FOUND
 AW6376'WHICH WOULD FIT THE ORIGINAL DESCRIPTION, UNLESS THE ORIGINAL
 AW6376'U.S.E. STATION MARK IS UNCOVERED.
 AW6376
 AW6376                          STATION RECOVERY (1952)
 AW6376
 AW6376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (PLB)
 AW6376'STATION WAS REPORTED LOST IN 1938 AND NO FURTHER SEARCH
 AW6376'WAS MADE BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1157 ***********************************************************************
 CT1157  DESIGNATION -  JENSEN ET
 CT1157  PID         -  CT1157
 CT1157  STATE/COUNTY-  TX/JONES
 CT1157  USGS QUAD   -  LUEDERS WEST (1965)
 CT1157
 CT1157                         *CURRENT SURVEY CONTROL
 CT1157  ___________________________________________________________________
 CT1157* NAD 83(1993)-  32 51 00.52268(N)    099 39 54.13975(W)     ADJUSTED  
 CT1157* NAVD 88     -       491.3    (meters)    1612.     (feet)  VERTCON   
 CT1157  ___________________________________________________________________
 CT1157  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CT1157  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CT1157
 CT1157  HORZ ORDER  -  THIRD
 CT1157
 CT1157.The horizontal coordinates were established by classical geodetic methods
 CT1157.and adjusted by the National Geodetic Survey in February 1996..
 CT1157
 CT1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1157
 CT1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1157
 CT1157.The geoid height was determined by GEOID03.
 CT1157
 CT1157;                    North         East     Units Scale Factor Converg.
 CT1157;SPC TXNC     - 2,131,840.260   490,955.152   MT  0.99987877   -0 38 07.5
 CT1157;SPC TXNC     - 6,994,212.59  1,610,742.03   sFT  0.99987877   -0 38 07.5
 CT1157;UTM  14      - 3,634,870.138   437,769.456   MT  0.99964775   -0 21 38.7
 CT1157
 CT1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1157!SPC TXNC     -   0.99992743  x   0.99987877  =   0.99980621
 CT1157!UTM  14      -   0.99992743  x   0.99964775  =   0.99957520
 CT1157
 CT1157:                Primary Azimuth Mark                     Grid Az
 CT1157:SPC TXNC     -  TP HELP                                  180 41 17.7
 CT1157:UTM  14      -  TP HELP                                  180 24 48.9
 CT1157
 CT1157|---------------------------------------------------------------------|
 CT1157| PID    Reference Object                     Distance      Geod. Az  |
 CT1157|                                                           dddmmss.s |
 CT1157| CT1158 TP HELP                             APPROX.10.0 KM 1800310.2 |
 CT1157|---------------------------------------------------------------------|
 CT1157
 CT1157                          SUPERSEDED SURVEY CONTROL
 CT1157
 CT1157  NAD 83(1993)-  32 51 00.52496(N)    099 39 54.13355(W) AD(       ) 3
 CT1157  NAD 83(1986)-  32 51 00.52875(N)    099 39 54.13050(W) AD(       ) 3
 CT1157  NAD 27      -  32 51 00.12395(N)    099 39 52.80655(W) AD(       ) 3
 CT1157  NGVD 29 (07/19/86)  491.2    (m)         1612.     (f) VERT ANG       
 CT1157
 CT1157.Superseded values are not recommended for survey control.
 CT1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1157.See file dsdata.txt to determine how the superseded data were derived.
 CT1157
 CT1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3776934870(NAD 83)
 CT1157_MARKER: DD = SURVEY DISK
 CT1157_SETTING: 0 = UNSPECIFIED SETTING
 CT1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT1157+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 CT1157
 CT1157  HISTORY     - Date     Condition        Report By
 CT1157  HISTORY     - 1965     MONUMENTED       USGS
 CT1157  HISTORY     - 20060809 GOOD             INDIV
 CT1157
 CT1157                          STATION DESCRIPTION
 CT1157
 CT1157'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CT1157'LOCATED ABOUT 10 MI. (AIRLINE) SE. OF STAMFORD, TEXAS, ABOUT 15 MI.
 CT1157'(AIRLINE) NE. OF ANSON, TEXAS, ABOUT 4.5 MI. (AIRLINE) NW. OF LUEDERS,
 CT1157'TEXAS, ABOUT 3.5 MI. (AIRLINE) SE. OF AVOCA, TEXAS.  POST OFFICE IN
 CT1157'CITY SQUARE AT STAMFORD, TEXAS, 7.5 MI. SE. OF, ALONG U.S. HIGHWAY 380
 CT1157'TO HIGHWAY INTERSECTION AT AVOCA, TEXAS, THENCE GO 2.7 MI. E. ALONG
 CT1157'FARM ROAD 600 TO INTERSECTION WITH N-S. GRADED DIRT ROAD, THENCE GO
 CT1157'1.5 MI. S. ALONG GRADED DIRT ROAD TO GATE AT FENCE CORNER ON E. EDGE
 CT1157'ROAD, THENCE ENTER WIRE GATE TO JENSEN PASTURE AND FOLLOW TRACK ROAD
 CT1157'0.25 MI. TO OLD FIELD CORRAL AT OLD WOODEN BUILDING AND STATION SITE.
 CT1157'LOCATED 2.8 FT. N. OF THE E-W. FENCE, 55.0 FT. E. OF THE SE. CORNER
 CT1157'OF FIELD CORRAL, 113.0 FT. SE. OF THE SE. CORNER OF OLD WOODEN
 CT1157'BUILDING AND ABOUT 200 YDS. WNW. OF A DOUBLE-POLE TRANSMISSION LINE.
 CT1157'
 CT1157'STATION MARK--A STANDARD USGS TABLET STAMPED ---JENSEN ET 1965---,
 CT1157'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE NORMAL
 CT1157'GROUND.
 CT1157
 CT1157                          STATION RECOVERY (2006)
 CT1157
 CT1157'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MBD)
 CT1157'LOCKED GATE AND ROAD TO COMMUNICATIONS TOWER. NEEDS TO HAVE A SMALL
 CT1157'MESQUITE TREE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0369 ***********************************************************************
 FL0369  DESIGNATION -  JERI
 FL0369  PID         -  FL0369
 FL0369  STATE/COUNTY-  TX/DONLEY
 FL0369  USGS QUAD   -  JERICHO (1964)
 FL0369
 FL0369                         *CURRENT SURVEY CONTROL
 FL0369  ___________________________________________________________________
 FL0369* NAD 83(1993)-  35 10 57.34130(N)    100 54 26.86862(W)     ADJUSTED  
 FL0369* NAVD 88     -       974.861  (meters)    3198.36   (feet)  POSTED    
 FL0369  ___________________________________________________________________
 FL0369  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FL0369  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0369  DYNAMIC HT  -         973.740 (meters)    3194.68  (feet)  COMP
 FL0369  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 FL0369
 FL0369  HORZ ORDER  -  THIRD
 FL0369  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FL0369
 FL0369.The horizontal coordinates were established by classical geodetic methods
 FL0369.and adjusted by the National Geodetic Survey in February 1996..
 FL0369
 FL0369.The orthometric height was determined by differential leveling
 FL0369.and adjusted by the National Geodetic Survey in 1992..
 FL0369.No vertical observational check was made to the station.
 FL0369.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FL0369.was located on a no-check spur therefore a value was not computed.
 FL0369
 FL0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0369
 FL0369.The geoid height was determined by GEOID03.
 FL0369
 FL0369.The dynamic height is computed by dividing the NAVD 88
 FL0369.geopotential number by the normal gravity value computed on the
 FL0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0369.degrees latitude (g = 980.6199 gals.).
 FL0369
 FL0369.The modeled gravity was interpolated from observed gravity values.
 FL0369
 FL0369;                    North         East     Units Scale Factor Converg.
 FL0369;SPC TX N     - 1,131,354.807   253,966.456   MT  0.99991926   +0 20 36.2
 FL0369;SPC TX N     - 3,711,786.56    833,221.61   sFT  0.99991926   +0 20 36.2
 FL0369;UTM  14      - 3,894,958.595   326,317.472   MT  0.99997177   -1 05 57.6
 FL0369
 FL0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0369!SPC TX N     -   0.99985115  x   0.99991926  =   0.99977042
 FL0369!UTM  14      -   0.99985115  x   0.99997177  =   0.99982292
 FL0369
 FL0369|---------------------------------------------------------------------|
 FL0369| PID    Reference Object                     Distance      Geod. Az  |
 FL0369|                                                           dddmmss.s |
 FL0369| FL0368 JERI RM 1                             8.048 METERS 07430     |
 FL0369| FL0366 JERI AZ MK                                         1584342.3 |
 FL0369| FL1999 JERICO FORTINBERRY ELEVATOR         APPROX. 1.1 KM 1793757.6 |
 FL0369| FL0367 JERI RM 2                             6.599 METERS 17943     |
 FL0369|---------------------------------------------------------------------|
 FL0369
 FL0369                          SUPERSEDED SURVEY CONTROL
 FL0369
 FL0369  NAD 83(1993)-  35 10 57.34366(N)    100 54 26.86646(W) AD(       ) 3
 FL0369  NAD 83(1986)-  35 10 57.34672(N)    100 54 26.85952(W) AD(       ) 3
 FL0369  NAD 27      -  35 10 57.16900(N)    100 54 25.33100(W) AD(       ) 3
 FL0369  NGVD 29 (??/??/92)  974.443  (m)         3196.99   (f) ADJ UNCH    1 2
 FL0369
 FL0369.Superseded values are not recommended for survey control.
 FL0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0369.See file dsdata.txt to determine how the superseded data were derived.
 FL0369
 FL0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2631794959(NAD 83)
 FL0369_MARKER: DS = TRIANGULATION STATION DISK
 FL0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0369_STAMPING: JERI 1951
 FL0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0369+STABILITY: SURFACE MOTION
 FL0369
 FL0369  HISTORY     - Date     Condition        Report By
 FL0369  HISTORY     - 1951     MONUMENTED       CGS
 FL0369  HISTORY     - 1953     GOOD             CGS
 FL0369  HISTORY     - 1953     GOOD             NGS
 FL0369  HISTORY     - 1955     MARK NOT FOUND   CGS
 FL0369  HISTORY     - 1955     MARK NOT FOUND   NGS
 FL0369  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0369
 FL0369                          STATION DESCRIPTION
 FL0369
 FL0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL0369'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF JERICHO, 11 MILES
 FL0369'AIR LINE WEST OF ALANREED AND AT THE JUNCTION OF U.S. HIGHWAY 66
 FL0369'AND STATE HIGHWAY 70.  THE MARK, STAMPED JERI 1951, IS A BRONZE
 FL0369'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 FL0369'IT IS 47 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66.
 FL0369'56 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 70.
 FL0369'AND 5 FEET NORTH OF A WHITE WITNESS POST.
 FL0369'
 FL0369'REFERENCE MARK NO. 1 IS STAMPED JERI NO 1 1951, AND PROJECTS
 FL0369'3 INCHES.  IT IS 35 FEET SOUTH OF THE CENTER LINE OF U.S.
 FL0369'HIGHWAY 66.
 FL0369'
 FL0369'REFERENCE MARK NO. 2 IS STAMPED JERI NO 2 1951, AND PROJECTS
 FL0369'3 INCHES.  IT IS 45 FEET EAST OF THE CENTER LINE OF STATE
 FL0369'HIGHWAY 70.
 FL0369'
 FL0369'THE AZIMUTH MARK IS STAMPED JERI 1951.  IT IS SET IN A DRILL
 FL0369'HOLE IN THE WEST END OF A CONCRETE CULVERT.  22 FEET WEST OF THE
 FL0369'CENTER LINE OF STATE HIGHWAY 70.  4 FEET SOUTHEAST OF A WHITE
 FL0369'WITNESS POST.  AND ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 FL0369'
 FL0369'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO SOUTH ON
 FL0369'STATE ROUTE FOR 0.5 MILE TO THE AZIMUTH MARK RIGHT AS DESCRIBED.
 FL0369
 FL0369                          STATION RECOVERY (1953)
 FL0369
 FL0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 FL0369'0.2 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0369'RAILROAD FROM THE STATION AT JERICHO, THENCE 0.65 MILE NORTHWEST
 FL0369'ALONG STATE HIGHWAY 70, 55.6 FEET NORTHEAST OF THE CENTER
 FL0369'LINE OF THE HIGHWAY, 47.4 FEET SOUTH OF THE CENTER LINE OF
 FL0369'U.S. HIGHWAY 66, 4.8 FEET NORTH OF A WITNESS POST, A
 FL0369'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 FL0369'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED JERI 1951.
 FL0369'
 FL0369'JERI R.M. 1 IS 26.5 FEET NORTHEAST OF TRIANGULATION STATION
 FL0369'JERI 1951, 35 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66,
 FL0369'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 FL0369'PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED JERI NO 1 1951.
 FL0369'
 FL0369'JERI R.M. 2 IS 21.6 FEET SOUTH OF TRIANGULATION STATION JERI
 FL0369'1951, 44.6 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 FL0369'70, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 FL0369'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED JERI NO 2
 FL0369'1951.
 FL0369'
 FL0369'JERI 1951 AZIMUTH IS 0.5 MILE SOUTHEAST OF TRIANGULATION
 FL0369'STATION JERI 1951, 23 FEET SOUTHWEST OF THE CENTER LINE OF
 FL0369'STATE HIGHWAY 70, AN AZIMUTH MARK DISK SET IN THE TOP OF
 FL0369'THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CONCRETE
 FL0369'CULVERT, STAMPED JERI 1951.
 FL0369
 FL0369                          STATION RECOVERY (1953)
 FL0369
 FL0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FL0369'0.85 MI NE FROM JERICHO.
 FL0369'0.2 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0369'THE STATION AT JERICHO, THENCE 0.65 MILE NORTHWEST ALONG STATE HIGHWAY
 FL0369'70, 55.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47.4 FEET
 FL0369'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66, 4.8 FEET NORTH OF A
 FL0369'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 FL0369'FOOT ABOVE THE GROUND.  NOTE-- ROAD WORK IN AREA.
 FL0369
 FL0369                          STATION RECOVERY (1955)
 FL0369
 FL0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 FL0369'THIS MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT WAS PROBABLY
 FL0369'DESTROYED WHEN A 4 LANE HIGHWAY WAS PUT IN.
 FL0369'
 FL0369'JERI R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.  IT WAS
 FL0369'PROBABLY DESTROYED WHEN A 4 LANE HIGHWAY WAS PUT IN.
 FL0369'
 FL0369'JERI R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT WAS
 FL0369'PROBABLY DESTROYED WHEN A 4 LANE HIGHWAY WAS PUT IN.
 FL0369'
 FL0369'JERI 1951 AZIMUTH IS 0.25 MILE EAST ALONG THE CHICAGO, ROCK
 FL0369'ISLAND AND PACIFIC RAILROAD FROM THE STATION SIGN AT JERICHO,
 FL0369'THENCE 0.2 MILE NORTH ALONG STATE HIGHWAY 70, 23 FEET WEST
 FL0369'OF THE CENTER LINE OF THE HIGHWAY, AN AZIMUTH MARK DISK SET
 FL0369'IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE
 FL0369'CULVERT, STAMPED JERI 1951.
 FL0369
 FL0369                          STATION RECOVERY (1955)
 FL0369
 FL0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FL0369'MARK NOT FOUND.
 FL0369
 FL0369                          STATION RECOVERY (1984)
 FL0369
 FL0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0366 ***********************************************************************
 FL0366  DESIGNATION -  JERI AZ MK
 FL0366  PID         -  FL0366
 FL0366  STATE/COUNTY-  TX/DONLEY
 FL0366  USGS QUAD   -  JERICHO (1964)
 FL0366
 FL0366                         *CURRENT SURVEY CONTROL
 FL0366  ___________________________________________________________________
 FL0366* NAD 83(1986)-  35 10 33.     (N)    100 54 15.     (W)     SCALED    
 FL0366* NAVD 88     -       974.343  (meters)    3196.66   (feet)  ADJUSTED  
 FL0366  ___________________________________________________________________
 FL0366  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL0366  DYNAMIC HT  -         973.226 (meters)    3192.99  (feet)  COMP
 FL0366  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 FL0366
 FL0366  VERT ORDER  -  FIRST     CLASS II
 FL0366
 FL0366.The horizontal coordinates were scaled from a topographic map and have
 FL0366.an estimated accuracy of +/- 6 seconds.
 FL0366
 FL0366.The orthometric height was determined by differential leveling
 FL0366.and adjusted by the National Geodetic Survey in June 1991..
 FL0366.WARNING-Repeat measurements at this control monument indicate possible
 FL0366.vertical movement.
 FL0366
 FL0366.The geoid height was determined by GEOID03.
 FL0366
 FL0366.The dynamic height is computed by dividing the NAVD 88
 FL0366.geopotential number by the normal gravity value computed on the
 FL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0366.degrees latitude (g = 980.6199 gals.).
 FL0366
 FL0366.The modeled gravity was interpolated from observed gravity values.
 FL0366
 FL0366;                    North         East    Units  Estimated Accuracy
 FL0366;SPC TX N     - 1,130,610.      254,270.      MT  (+/- 180 meters Scaled)
 FL0366
 FL0366                          SUPERSEDED SURVEY CONTROL
 FL0366
 FL0366  NGVD 29 (??/??/92)  973.84   (m)         3195.0    (f) COMPUTED    1 2
 FL0366
 FL0366.Superseded values are not recommended for survey control.
 FL0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0366.See file dsdata.txt to determine how the superseded data were derived.
 FL0366
 FL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD266942(NAD 83)
 FL0366_MARKER: DZ = AZIMUTH MARK DISK
 FL0366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FL0366_SP_SET: HEADWALL
 FL0366_STAMPING: JERI 1951
 FL0366_MARK LOGO: CGS   
 FL0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0366+STABILITY: SURFACE MOTION
 FL0366
 FL0366  HISTORY     - Date     Condition        Report By
 FL0366  HISTORY     - 1951     MONUMENTED       CGS
 FL0366  HISTORY     - 1955     GOOD             NGS
 FL0366  HISTORY     - 1984     GOOD             NGS
 FL0366  HISTORY     - 1984     GOOD             NGS
 FL0366
 FL0366                          STATION DESCRIPTION
 FL0366
 FL0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0366'0.45 MI NE FROM JERICHO.
 FL0366'0.25 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0366'FROM THE STATION SIGN AT JERICHO, THENCE 0.2 MILE NORTH ALONG STATE
 FL0366'HIGHWAY 70, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 FL0366'TOP OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 FL0366
 FL0366                          STATION RECOVERY (1984)
 FL0366
 FL0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0366'ABOUT 0.72 KM (0.45 MI) SOUTH ALONG STATE HIGHWAY 70 FROM THE
 FL0366'INTERSECTION WITH INTERSTATE HIGHWAY 40 SOUTH SERVICE ROAD, ON THE
 FL0366'WEST RIGHT-OF-WAY SET IN A DRILL HOLE IN THE HEADWALL OF A CONCRETE
 FL0366'CULVERT 7.01 METERS (23.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 FL0366
 FL0366                          STATION RECOVERY (1984)
 FL0366
 FL0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0366'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.7 KM (0.45
 FL0366'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0366'INTERSECTION HIGHWAY 40 AT THE JERICHO EXIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0368 ***********************************************************************
 FL0368  DESIGNATION -  JERI RM 1
 FL0368  PID         -  FL0368
 FL0368  STATE/COUNTY-  TX/DONLEY
 FL0368  USGS QUAD   -  JERICHO (1964)
 FL0368
 FL0368                         *CURRENT SURVEY CONTROL
 FL0368  ___________________________________________________________________
 FL0368* NAD 83(1986)-  35 10 57.     (N)    100 54 27.     (W)     SCALED    
 FL0368* NAVD 88     -       974.725  (meters)    3197.91   (feet)  POSTED    
 FL0368  ___________________________________________________________________
 FL0368  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0368  DYNAMIC HT  -         973.610 (meters)    3194.25  (feet)  COMP
 FL0368  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 FL0368
 FL0368  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FL0368
 FL0368.The horizontal coordinates were scaled from a topographic map and have
 FL0368.an estimated accuracy of +/- 6 seconds.
 FL0368
 FL0368.The orthometric height was determined by differential leveling
 FL0368.and adjusted by the National Geodetic Survey in 1992..
 FL0368.No vertical observational check was made to the station.
 FL0368.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FL0368.was located on a no-check spur therefore a value was not computed.
 FL0368
 FL0368.The geoid height was determined by GEOID03.
 FL0368
 FL0368.The dynamic height is computed by dividing the NAVD 88
 FL0368.geopotential number by the normal gravity value computed on the
 FL0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0368.degrees latitude (g = 980.6199 gals.).
 FL0368
 FL0368.The modeled gravity was interpolated from observed gravity values.
 FL0368
 FL0368;                    North         East    Units  Estimated Accuracy
 FL0368;SPC TX N     - 1,131,340.      253,960.      MT  (+/- 180 meters Scaled)
 FL0368
 FL0368                          SUPERSEDED SURVEY CONTROL
 FL0368
 FL0368  NGVD 29 (??/??/92)  974.307  (m)         3196.54   (f) ADJ UNCH    1 2
 FL0368
 FL0368.Superseded values are not recommended for survey control.
 FL0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0368.See file dsdata.txt to determine how the superseded data were derived.
 FL0368
 FL0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD263949(NAD 83)
 FL0368_MARKER: DR = REFERENCE MARK DISK
 FL0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0368_STAMPING: JERI NO 1 1951
 FL0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0368+STABILITY: SURFACE MOTION
 FL0368
 FL0368  HISTORY     - Date     Condition        Report By
 FL0368  HISTORY     - 1951     MONUMENTED       CGS
 FL0368  HISTORY     - 1953     GOOD             NGS
 FL0368  HISTORY     - 1955     MARK NOT FOUND   NGS
 FL0368  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0368
 FL0368                          STATION DESCRIPTION
 FL0368
 FL0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0368'0.85 MI NE FROM JERICHO.
 FL0368'0.2 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0368'THE STATION AT JERICHO, THENCE 0.65 MILE NORTHWEST ALONG STATE HIGHWAY
 FL0368'70, 35 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 66, 26.5 FEET
 FL0368'NORTHEAST OF TRIANGULATION STATION JERI 1951, SET IN THE TOP OF A
 FL0368'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  NOTE-- RD.
 FL0368'WORK IN AREA.
 FL0368
 FL0368                          STATION RECOVERY (1955)
 FL0368
 FL0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FL0368'MARK NOT FOUND.
 FL0368
 FL0368                          STATION RECOVERY (1984)
 FL0368
 FL0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0367 ***********************************************************************
 FL0367  DESIGNATION -  JERI RM 2
 FL0367  PID         -  FL0367
 FL0367  STATE/COUNTY-  TX/DONLEY
 FL0367  USGS QUAD   -  JERICHO (1964)
 FL0367
 FL0367                         *CURRENT SURVEY CONTROL
 FL0367  ___________________________________________________________________
 FL0367* NAD 83(1986)-  35 10 57.     (N)    100 54 27.     (W)     SCALED    
 FL0367* NAVD 88     -       974.822  (meters)    3198.23   (feet)  POSTED    
 FL0367  ___________________________________________________________________
 FL0367  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 FL0367  DYNAMIC HT  -         973.710 (meters)    3194.58  (feet)  COMP
 FL0367  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 FL0367
 FL0367  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FL0367
 FL0367.The horizontal coordinates were scaled from a topographic map and have
 FL0367.an estimated accuracy of +/- 6 seconds.
 FL0367
 FL0367.The orthometric height was determined by differential leveling
 FL0367.and adjusted by the National Geodetic Survey in 1992..
 FL0367.No vertical observational check was made to the station.
 FL0367.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FL0367.was located on a no-check spur therefore a value was not computed.
 FL0367
 FL0367.The geoid height was determined by GEOID03.
 FL0367
 FL0367.The dynamic height is computed by dividing the NAVD 88
 FL0367.geopotential number by the normal gravity value computed on the
 FL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0367.degrees latitude (g = 980.6199 gals.).
 FL0367
 FL0367.The modeled gravity was interpolated from observed gravity values.
 FL0367
 FL0367;                    North         East    Units  Estimated Accuracy
 FL0367;SPC TX N     - 1,131,340.      253,960.      MT  (+/- 180 meters Scaled)
 FL0367
 FL0367                          SUPERSEDED SURVEY CONTROL
 FL0367
 FL0367  NGVD 29 (??/??/92)  974.404  (m)         3196.86   (f) ADJ UNCH    1 2
 FL0367
 FL0367.Superseded values are not recommended for survey control.
 FL0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0367.See file dsdata.txt to determine how the superseded data were derived.
 FL0367
 FL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD263949(NAD 83)
 FL0367_MARKER: DR = REFERENCE MARK DISK
 FL0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0367_STAMPING: JERI NO 2 1951
 FL0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0367+STABILITY: SURFACE MOTION
 FL0367
 FL0367  HISTORY     - Date     Condition        Report By
 FL0367  HISTORY     - 1951     MONUMENTED       CGS
 FL0367  HISTORY     - 1953     GOOD             NGS
 FL0367  HISTORY     - 1955     MARK NOT FOUND   NGS
 FL0367  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0367
 FL0367                          STATION DESCRIPTION
 FL0367
 FL0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0367'0.85 MI NE FROM JERICHO.
 FL0367'0.2 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0367'THE STATION AT JERICHO, THENCE 0.65 MILE NORTHWEST ALONG STATE HIGHWAY
 FL0367'70, 44.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 21.6 FEET
 FL0367'SOUTH OF TRIANGULATION STATION JERI 1951, SET IN THE TOP OF A CONCRETE
 FL0367'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND. NOTE-- RD. CONSTR. IN
 FL0367'AREA.
 FL0367
 FL0367                          STATION RECOVERY (1955)
 FL0367
 FL0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FL0367'MARK NOT FOUND.
 FL0367
 FL0367                          STATION RECOVERY (1984)
 FL0367
 FL0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0375 ***********************************************************************
 FL0375  DESIGNATION -  JERICO
 FL0375  PID         -  FL0375
 FL0375  STATE/COUNTY-  TX/DONLEY
 FL0375  USGS QUAD   -  JERICHO (1964)
 FL0375
 FL0375                         *CURRENT SURVEY CONTROL
 FL0375  ___________________________________________________________________
 FL0375* NAD 83(1993)-  35 09 54.81453(N)    100 55 17.97555(W)     ADJUSTED  
 FL0375* NAVD 88     -       978.200  (meters)    3209.31   (feet)  ADJUSTED  
 FL0375  ___________________________________________________________________
 FL0375  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 FL0375  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0375  DYNAMIC HT  -         977.075 (meters)    3205.62  (feet)  COMP
 FL0375  MODELED GRAV-     979,450.7   (mgal)                       NAVD 88
 FL0375
 FL0375  HORZ ORDER  -  FIRST
 FL0375  VERT ORDER  -  FIRST     CLASS II
 FL0375
 FL0375.The horizontal coordinates were established by classical geodetic methods
 FL0375.and adjusted by the National Geodetic Survey in February 1996..
 FL0375
 FL0375.The orthometric height was determined by differential leveling
 FL0375.and adjusted by the National Geodetic Survey in June 1991..
 FL0375.WARNING-Repeat measurements at this control monument indicate possible
 FL0375.vertical movement.
 FL0375
 FL0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0375
 FL0375.The geoid height was determined by GEOID03.
 FL0375
 FL0375.The dynamic height is computed by dividing the NAVD 88
 FL0375.geopotential number by the normal gravity value computed on the
 FL0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0375.degrees latitude (g = 980.6199 gals.).
 FL0375
 FL0375.The modeled gravity was interpolated from observed gravity values.
 FL0375
 FL0375;                    North         East     Units Scale Factor Converg.
 FL0375;SPC TX N     - 1,129,420.406   252,684.779   MT  0.99992055   +0 20 06.6
 FL0375;SPC TX N     - 3,705,440.12    829,016.65   sFT  0.99992055   +0 20 06.6
 FL0375;UTM  14      - 3,893,056.967   324,987.434   MT  0.99997749   -1 06 25.3
 FL0375
 FL0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0375!SPC TX N     -   0.99985063  x   0.99992055  =   0.99977119
 FL0375!UTM  14      -   0.99985063  x   0.99997749  =   0.99982812
 FL0375
 FL0375|---------------------------------------------------------------------|
 FL0375| PID    Reference Object                     Distance      Geod. Az  |
 FL0375|                                                           dddmmss.s |
 FL0375| FL0372 JERICO RM 2                          28.193 METERS 03046     |
 FL0375| FL1999 JERICO FORTINBERRY ELEVATOR         APPROX. 1.6 KM 0562528.8 |
 FL0375| FL0373 JERICO RM 1                          14.768 METERS 08908     |
 FL0375| FL0374 JERICO RM 3                          25.131 METERS 14411     |
 FL0375| FL1998 DON                                 APPROX. 4.5 KM 1470142.3 |
 FL0375| FL2000 AMARILLO ST LOUIS AWY BCN 3         APPROX. 8.9 KM 3173030.9 |
 FL0375|---------------------------------------------------------------------|
 FL0375
 FL0375                          SUPERSEDED SURVEY CONTROL
 FL0375
 FL0375  NAD 83(1993)-  35 09 54.81696(N)    100 55 17.97336(W) AD(       ) 1
 FL0375  NAD 83(1986)-  35 09 54.81996(N)    100 55 17.96655(W) AD(       ) 1
 FL0375  NAD 27      -  35 09 54.64000(N)    100 55 16.43600(W) AD(       ) 1
 FL0375  NGVD 29 (??/??/92)  977.73   (m)         3207.8    (f) COMPUTED    1 2
 FL0375
 FL0375.Superseded values are not recommended for survey control.
 FL0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0375.See file dsdata.txt to determine how the superseded data were derived.
 FL0375
 FL0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2498793057(NAD 83)
 FL0375_MARKER: DS = TRIANGULATION STATION DISK
 FL0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0375_SP_SET: CONCRETE POST
 FL0375_STAMPING: JERICO 1921
 FL0375_MARK LOGO: CGS   
 FL0375_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0375+STABILITY: SURFACE MOTION
 FL0375
 FL0375  HISTORY     - Date     Condition        Report By
 FL0375  HISTORY     - 1921     MONUMENTED       CGS
 FL0375  HISTORY     - 1938     GOOD             TXHD
 FL0375  HISTORY     - 1951     GOOD             CGS
 FL0375  HISTORY     - 1953     GOOD             CGS
 FL0375  HISTORY     - 1955     GOOD             CGS
 FL0375  HISTORY     - 1955     GOOD             NGS
 FL0375  HISTORY     - 1956     GOOD             CGS
 FL0375  HISTORY     - 1984     GOOD             NGS
 FL0375  HISTORY     - 19840621 GOOD             NGS
 FL0375
 FL0375                          STATION DESCRIPTION
 FL0375
 FL0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FL0375'STATION IS ABOUT 1/2 MILE S AND 3/4 MILE W FROM JERICO DEPOT
 FL0375'ON THE CHICAGO, ROCK ISLAND AND GULF RAILWAY.  STATION IS ON
 FL0375'LAND BELONGING TO MRS. C.C. SHOOP OF JERICO, AND IS AT THE
 FL0375'E EDGE OF A PASTURE, ABOUT 35 METERS (115 FEET) W OF THE
 FL0375'CENTER LINE ON A N-S ROAD AND JUST ACROSS THE ROAD FROM
 FL0375'THE SW CORNER OF THE JERICO GRAVEYARD.
 FL0375'
 FL0375'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FL0375'DISKS SET IN CONCRETE.
 FL0375'
 FL0375'REFERENCE MARK NO. 1 IS 14.78 METERS (48.5 FEET) FROM THE
 FL0375'STATION, S 87 DEG 51 MIN E.
 FL0375'
 FL0375'REFERENCE MARK NO. 2 IS 28.19 METERS (92.5 FEET) FROM THE
 FL0375'STATION, N 30 DEG 57 MIN E.
 FL0375
 FL0375                          STATION RECOVERY (1938)
 FL0375
 FL0375'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 FL0375'ALL MARKS RECOVERED IN GOOD CONDITION.
 FL0375'
 FL0375'ORIGINAL DESCRIPTION IS SATISFACTORY EXCEPT THAT THE NAME
 FL0375'OF THE RAILWAY STATION SHOULD BE SPELLED JERICHO INSTEAD OF
 FL0375'JERICO.
 FL0375
 FL0375                          STATION RECOVERY (1951)
 FL0375
 FL0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL0375'THE STATION WAS RECOVERED AS DESCRIBED AND THE OLD DESCRIPTION
 FL0375'WAS FOUND TO BE CORRECT.  AN ERROR WAS FOUND IN THE OBSERVED
 FL0375'ANGLE AND THE MEASUREMENT TO REFERENCE MARK NO. 1, AND IN THE
 FL0375'OBSERVED ANGLE TO REFERENCE MARK NO. 2.  THE NEW MEASUREMENTS
 FL0375'AND ANGLES WERE FOUND TO BE CORRECT.  REFERENCE MARK NO. 1
 FL0375'IS NOT AS SOLID AS IT SHOULD BE, THEREFORE REFERENCE MARK NO. 3
 FL0375'WAS SET BY THIS PARTY.  NO. 1 AND NO. 2 WERE STAMPED ON THE
 FL0375'REFERENCE MARKS BY THIS PARTY.  A DESCRIPTION OF REFERENCE
 FL0375'MARK NO. 3 FOLLOWS.
 FL0375'
 FL0375'REFERENCE MARK NO. 3 IS 2 FEET NORTH OF A TELEPHONE POLE AND
 FL0375'1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 FL0375'4 INCHES, AND THE DISK IS STAMPED JERICO NO 3 1951.
 FL0375'
 FL0375'TRIANGULATION STATION JERI WAS USED AS AN AZIMUTH MARK FOR
 FL0375'THIS STATION.
 FL0375'
 FL0375'TO REACH THE STATION FROM THE JERICHO POST OFFICE.  GO WEST
 FL0375'ON A DIRT ROAD FOR 0.7 MILE TO A T-ROAD SOUTH, TURN LEFT
 FL0375'AND GO SOUTH FOR 0.25 MILE TO THE SOUTHWEST CORNER OF THE
 FL0375'JERICHO CEMETERY ON THE LEFT AND THE STATION ON THE RIGHT.
 FL0375'
 FL0375'DISTANCES AND DIRECTIONS GIVEN BELOW WERE FOUND TO BE CORRECT
 FL0375'ON THE OLD REFERENCE MARKS.
 FL0375
 FL0375                          STATION RECOVERY (1953)
 FL0375
 FL0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 FL0375'0.3 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 FL0375'ROCK ISLAND AND PACIFIC RAILROAD STATION AT JERICHO, THENCE
 FL0375'0.7 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH
 FL0375'ALONG A DIRT ROAD, 68 FEET WEST OF THE CENTER LINE OF A ROAD,
 FL0375'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 FL0375'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED JERICO
 FL0375'1921.
 FL0375'
 FL0375'JERICO R.M. 1 IS 48.4 FEET EAST OF TRIANGULATION STATION
 FL0375'JERICO 1921, 20 FEET WEST OF THE CENTER LINE OF A ROAD, 0.5
 FL0375'FOOT WEST OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF
 FL0375'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 FL0375'STAMPED JERICO NO 1 1921, THIS MARK IS LOOSE IN THE GROUND.
 FL0375'
 FL0375'JERICO R.M. 2 IS 92.5 FEET NORTHEAST OF TRIANGULATION STATION
 FL0375'JERICO 1921, 22 FEET WEST OF THE CENTER LINE OF A ROAD, 0.5
 FL0375'FOOT WEST OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP
 FL0375'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 FL0375'STAMPED JERICO NO 2 1921.
 FL0375'
 FL0375'JERICO R.M. 3 1921 IS 82.4 FEET SOUTHEAST OF TRIANGULATION
 FL0375'STATION JERICO 1921, 22 FEET WEST OF THE CENTER LINE OF A ROAD,
 FL0375'5 FEET NORTH OF A POWER POLE, A REFERENCE MARK DISK SET IN THE
 FL0375'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 FL0375'GROUND, STAMPED JERICO NO 3 1951.
 FL0375
 FL0375                          STATION RECOVERY (1955)
 FL0375
 FL0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 FL0375'0.3 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE CHICAGO,
 FL0375'ROCK ISLAND AND PACIFIC RAILROAD STATION SIGN AT JERICHO,
 FL0375'THENCE 0.7 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.2
 FL0375'MILE SOUTH ALONG A GRADED DIRT ROAD, ACROSS THE ROAD FROM
 FL0375'THE SOUTHWEST CORNER OF A CEMETERY, 58 FEET WEST OF THE CENTER
 FL0375'LINE OF A ROAD, A TRIANGULATION STATION DISK SET IN THE TOP
 FL0375'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 FL0375'STAMPED JERICO 1921.
 FL0375'
 FL0375'JERICO R.M. 1 IS 48.4 FEET EAST OF TRIANGULATION STATION
 FL0375'JERICO 1921, ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A
 FL0375'CEMETERY, 20 FEET WEST OF THE CENTER LINE OF A ROAD, 0.5
 FL0375'FOOT WEST OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP
 FL0375'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 FL0375'STAMPED JERICO NO 1 1921.
 FL0375'
 FL0375'JERICO R.M. 2 IS 92.5 FEET NORTHEAST OF TRIANGULATION STATION
 FL0375'JERICO 1921, ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A
 FL0375'CEMETERY, 22 FEET WEST OF THE CENTER LINE OF A ROAD, 0.5 FOOT
 FL0375'WEST OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A
 FL0375'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED
 FL0375'JERICO NO 2 1921.
 FL0375'
 FL0375'JERICO R.M. 3 IS 82.4 FEET SOUTHEAST OF TRIANGULATION STATION
 FL0375'JERICO 1921, ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF
 FL0375'A CEMETERY, 22 FEET WEST OF THE CENTER LINE OF A ROAD, 5 FEET
 FL0375'NORTH OF A POWER POLE, A REFERENCE MARK DISK SET IN THE
 FL0375'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 FL0375'STAMPED JERICO NO 3 1951.
 FL0375
 FL0375                          STATION RECOVERY (1955)
 FL0375
 FL0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FL0375'1.2 MI SW FROM JERICHO.
 FL0375'0.3 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE CHICAGO, ROCK ISLAND
 FL0375'AND PACIFIC RAILROAD STATION SIGN AT JERICHO, THENCE 0.7 MILE WEST
 FL0375'ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 FL0375'ROAD, ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A CEMETERY, 58 FEET
 FL0375'WEST OF THE CENTER LINE OF A ROAD, SET IN THE TOP OF A CONCRETE POST
 FL0375'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FL0375
 FL0375                          STATION RECOVERY (1956)
 FL0375
 FL0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 FL0375'THE STATION AND REFERENCE MARKS NO. 1, NO. 2 AND NO. 3 WERE
 FL0375'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 FL0375'PROCEEDING TO STATION SITE ARE CORRECT.
 FL0375
 FL0375                          STATION RECOVERY (1984)
 FL0375
 FL0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0375'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0
 FL0375'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0375'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 1.6 KM (1.0 MI)
 FL0375'WEST ALONG A GRAVELED ROAD, THENCE 0.4 KM (0.25 MI) SOUTH ALONG A
 FL0375'GRAVELED ROAD.
 FL0375
 FL0375                          STATION RECOVERY (1984)
 FL0375
 FL0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 FL0375'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DUE TO
 FL0375'MINOR CHANGES A NEW DESCRIPTION IS SUBMITTED.  THE DIRECTIONS AND THE
 FL0375'DISTANCES CHECKED.  THE TOWN OF JERICHO HAS BEEN ABANDONED AND IS NO
 FL0375'LONGER CALLED A TOWN BUT IS NOW A COMMUNITY.  THE STATION IS LOCATED
 FL0375'32.00 KM (19.90 MI) NORTH OF CLARENDON, 29.66 KM (18.40 MI) WEST OF
 FL0375'MCLEAN, 17.10 KM (10.60 MI) WEST OF ALAN REED, 2.40 KM (1.50 MI) SOUTH
 FL0375'OF INTERSTATE HIGHWAY 40 AND ACROSS A GRAVEL ROAD FROM THE JERICHO
 FL0375'CEMETARY ON THE PROPERTY OF MR DAVID BROWN, STAR ROUTE 2 BOX 130 IN
 FL0375'CLARENDON, TEXAS ZIP 79226.  TO REACH FROM THE JUNCTION OF INTERSTATE
 FL0375'HIGHWAY 40 AND STATE HIGHWAY 70 SOUTH, 10 KM (6.20 MI) WEST OF ALAN
 FL0375'REED, GO SOUTH ON STATE HIGHWAY 70 FOR 0.96 KM (0.60 MI) TO A RAILROAD
 FL0375'CROSSING.  CONTINUE SOUTH ON STATE HIGHWAY 70 FOR 0.56 KM (0.35 MI) TO
 FL0375'A SIDE ROAD RIGHT.  TURN RIGHT ON A GRAVEL ROAD AND GO WEST PASSING
 FL0375'THRU THE RUINS OF JERICHO FOR 1.68 KM (1.05 MI) TO A SIDE ROAD LEFT
 FL0375'LEADING TO THE JERICO CEMETARY.  TURN LEFT AND GO SOUTH ON THE GRAVEL
 FL0375'ROAD FOR 0.48 KM (0.30 MI) TO THE CEMETARY ON THE LEFT AND THE STATION
 FL0375'ON THE RIGHT.  STATION MARK, STAMPED---JERICO---, IS A STANDARD DISK
 FL0375'IN TOP OF A SQUARE CONCRETE POST PROJECTING 4-INCHES.  IT IS 26.27
 FL0375'METERS (86.19 FT) NORTHWEST OF A POWER POLE, 20.73 METERS (68.01 FT)
 FL0375'WEST OF THE CENTER OF THE ROAD AND 14.75 METERS (48.39 FT) WEST OF A
 FL0375'FENCE.  THE MARK IS IN A COW PASTURE ABOUT 300 METERS (984.2 FT)
 FL0375'SOUTHEAST OF A HOUSE THAT BELONGS TO THE LANDOWNER.  REFERENCE MARK 1,
 FL0375'STAMPED---JERICO NO 1 1921---, IS A STANDARD DISK SET IN THE TOP OF A
 FL0375'SQUARE CONCRETE POST PROJECTING 6-INCHES.  IT IS 5.49 METERS (18.01
 FL0375'FT) WEST OF THE CENTER OF THE ROAD AND SET UNDER THE FENCE.  REFERENCE
 FL0375'MARK 2, STAMPED---JERICO NO 2 1921---, IS A STANDARD DISK SET IN THE
 FL0375'TOP OF A SQUARE CONCRETE POST AND PROJECTS 6-INCHES.  IT IS 5.49
 FL0375'METERS (18.01 FT) WEST OF THE CENTER OF THE ROAD AND SET DIRECTLY
 FL0375'UNDER THE FENCE.  REFERENCE MARK 3, STAMPED---JERICO NO 3 1951---, IS
 FL0375'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 FL0375'3-INCHES.  IT IS 5.49 METERS (18.01 FT) WEST OF THE CENTER OF THE
 FL0375'ROAD, 1.37 METERS (4.49 FT) NORTH OF A POWER POLE AND 0.30 METER (0.98
 FL0375'FT) WEST OF THE FENCE.  NOTE, THE STATION---JERI---USED AS AN AZIMUTH
 FL0375'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1999 ***********************************************************************
 FL1999  DESIGNATION -  JERICO FORTINBERRY ELEVATOR
 FL1999  PID         -  FL1999
 FL1999  STATE/COUNTY-  TX/DONLEY
 FL1999  USGS QUAD   -  JERICHO (1964)
 FL1999
 FL1999                         *CURRENT SURVEY CONTROL
 FL1999  ___________________________________________________________________
 FL1999* NAD 83(1993)-  35 10 22.81310(N)    100 54 26.59902(W)     ADJUSTED  
 FL1999* NAVD 88     -                                                        
 FL1999  ___________________________________________________________________
 FL1999  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 FL1999  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 FL1999
 FL1999  HORZ ORDER  -  THIRD
 FL1999
 FL1999.The horizontal coordinates were established by classical geodetic methods
 FL1999.and adjusted by the National Geodetic Survey in February 1996..
 FL1999
 FL1999
 FL1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1999
 FL1999.The geoid height was determined by GEOID03.
 FL1999
 FL1999;                    North         East     Units Scale Factor Converg.
 FL1999;SPC TX N     - 1,130,290.872   253,979.654   MT  0.99991996   +0 20 36.4
 FL1999;SPC TX N     - 3,708,295.97    833,264.91   sFT  0.99991996   +0 20 36.4
 FL1999;UTM  14      - 3,893,894.609   326,303.880   MT  0.99997183   -1 05 56.5
 FL1999
 FL1999                          SUPERSEDED SURVEY CONTROL
 FL1999
 FL1999  NAD 83(1993)-  35 10 22.81546(N)    100 54 26.59688(W) AD(       ) 4
 FL1999  NAD 83(1986)-  35 10 22.81771(N)    100 54 26.59014(W) AD(       ) 4
 FL1999  NAD 27      -  35 10 22.63800(N)    100 54 25.06100(W) AD(       ) 3
 FL1999
 FL1999.Superseded values are not recommended for survey control.
 FL1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1999.See file dsdata.txt to determine how the superseded data were derived.
 FL1999
 FL1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD2630493895(NAD 83)
 FL1999_MARKER: 65 = GRAIN ELEVATOR
 FL1999
 FL1999  HISTORY     - Date     Condition        Report By
 FL1999  HISTORY     - 1951     FIRST OBSERVED   CGS
 FL1999
 FL1999                          STATION DESCRIPTION
 FL1999
 FL1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1999'A SLIM CORRUGATED SHEET METAL GRAIN ELEVATOR ABOUT 100 YARDS
 FL1999'EAST OF JERICHO R.R. STATION, ON SOUTH SIDE OF R.R. TRACKS,
 FL1999'AND ABOUT 0.2 MILE WEST OF STATE HIGHWAY 70.  IT IS OWNED BY
 FL1999'BILL FORTINBERRY AND IS APPROXIMATELY 60 FEET HIGH.  THE TOP
 FL1999'CENTER OF THE ELEVATOR WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0373 ***********************************************************************
 FL0373  DESIGNATION -  JERICO RM 1
 FL0373  PID         -  FL0373
 FL0373  STATE/COUNTY-  TX/DONLEY
 FL0373  USGS QUAD   -  JERICHO (1964)
 FL0373
 FL0373                         *CURRENT SURVEY CONTROL
 FL0373  ___________________________________________________________________
 FL0373* NAD 83(1986)-  35 09 54.     (N)    100 55 18.     (W)     SCALED    
 FL0373* NAVD 88     -       978.322  (meters)    3209.71   (feet)  ADJUSTED  
 FL0373  ___________________________________________________________________
 FL0373  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0373  DYNAMIC HT  -         977.197 (meters)    3206.02  (feet)  COMP
 FL0373  MODELED GRAV-     979,450.7   (mgal)                       NAVD 88
 FL0373
 FL0373  VERT ORDER  -  FIRST     CLASS II
 FL0373
 FL0373.The horizontal coordinates were scaled from a topographic map and have
 FL0373.an estimated accuracy of +/- 6 seconds.
 FL0373
 FL0373.The orthometric height was determined by differential leveling
 FL0373.and adjusted by the National Geodetic Survey in June 1991..
 FL0373
 FL0373.The geoid height was determined by GEOID03.
 FL0373
 FL0373.The dynamic height is computed by dividing the NAVD 88
 FL0373.geopotential number by the normal gravity value computed on the
 FL0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0373.degrees latitude (g = 980.6199 gals.).
 FL0373
 FL0373.The modeled gravity was interpolated from observed gravity values.
 FL0373
 FL0373;                    North         East    Units  Estimated Accuracy
 FL0373;SPC TX N     - 1,129,400.      252,680.      MT  (+/- 180 meters Scaled)
 FL0373
 FL0373                          SUPERSEDED SURVEY CONTROL
 FL0373
 FL0373  NGVD 29 (??/??/92)  977.89   (m)         3208.3    (f) COMPUTED    1 2
 FL0373
 FL0373.Superseded values are not recommended for survey control.
 FL0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0373.See file dsdata.txt to determine how the superseded data were derived.
 FL0373
 FL0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD249930(NAD 83)
 FL0373_MARKER: DR = REFERENCE MARK DISK
 FL0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0373_STAMPING: JERICO NO 1 1921
 FL0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0373+STABILITY: SURFACE MOTION
 FL0373
 FL0373  HISTORY     - Date     Condition        Report By
 FL0373  HISTORY     - 1921     MONUMENTED       CGS
 FL0373  HISTORY     - 1955     GOOD             NGS
 FL0373  HISTORY     - 1984     GOOD             NGS
 FL0373
 FL0373                          STATION DESCRIPTION
 FL0373
 FL0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0373'1.2 MI SW FROM JERICHO.
 FL0373'0.3 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE CHICAGO, ROCK ISLAND
 FL0373'AND PACIFIC RAILROAD STATION SIGN AT JERICHO, THENCE 0.7 MILE WEST
 FL0373'ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 FL0373'ROAD, ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A CEMETERY, 20 FEET
 FL0373'WEST OF THE CENTER LINE OF A ROAD, 48.4 FEET EAST OF TRIANGULATION
 FL0373'STATION JERICO 1921, 0.5 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 FL0373'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FL0373
 FL0373                          STATION RECOVERY (1984)
 FL0373
 FL0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0373'ABOUT 0.96 KM (0.6 MI) SOUTH ALONG STATE HIGHWAY TO FROM THE JUNCTION
 FL0373'WITH INTERSTATE HIGHWAY 40 TO A RAILROAD CROSSING, CONTINUE SOUTH FOR
 FL0373'0.56 KM (0.35 MI) TO A SIDE ROAD RIGHT, TURN RIGHT, WEST, PASSING
 FL0373'THRU THE RUINS OF JERICHO FOR 1.68 KM (1.05 MI) TO A SIDE ROAD LEFT
 FL0373'LEADING TO THE JERICHO CEMETARY. TURN LEFT, SOUTH, FOR 0.48 KM (0.3
 FL0373'MI) TO THE CEMETARY ON THE LEFT AND THE STATION ON THE RIGHT. IT IS
 FL0373'5.49 METERS (18.0 FT) WEST OF THE CENTER OF THE ROAD AND SET UNDER
 FL0373'THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0372 ***********************************************************************
 FL0372  DESIGNATION -  JERICO RM 2
 FL0372  PID         -  FL0372
 FL0372  STATE/COUNTY-  TX/DONLEY
 FL0372  USGS QUAD   -  JERICHO (1964)
 FL0372
 FL0372                         *CURRENT SURVEY CONTROL
 FL0372  ___________________________________________________________________
 FL0372* NAD 83(1986)-  35 09 54.     (N)    100 55 18.     (W)     SCALED    
 FL0372* NAVD 88     -       978.343  (meters)    3209.78   (feet)  ADJUSTED  
 FL0372  ___________________________________________________________________
 FL0372  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0372  DYNAMIC HT  -         977.218 (meters)    3206.09  (feet)  COMP
 FL0372  MODELED GRAV-     979,450.7   (mgal)                       NAVD 88
 FL0372
 FL0372  VERT ORDER  -  FIRST     CLASS II
 FL0372
 FL0372.The horizontal coordinates were scaled from a topographic map and have
 FL0372.an estimated accuracy of +/- 6 seconds.
 FL0372
 FL0372.The orthometric height was determined by differential leveling
 FL0372.and adjusted by the National Geodetic Survey in June 1991..
 FL0372
 FL0372.The geoid height was determined by GEOID03.
 FL0372
 FL0372.The dynamic height is computed by dividing the NAVD 88
 FL0372.geopotential number by the normal gravity value computed on the
 FL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0372.degrees latitude (g = 980.6199 gals.).
 FL0372
 FL0372.The modeled gravity was interpolated from observed gravity values.
 FL0372
 FL0372;                    North         East    Units  Estimated Accuracy
 FL0372;SPC TX N     - 1,129,400.      252,680.      MT  (+/- 180 meters Scaled)
 FL0372
 FL0372                          SUPERSEDED SURVEY CONTROL
 FL0372
 FL0372  NGVD 29 (??/??/92)  977.91   (m)         3208.4    (f) COMPUTED    1 2
 FL0372
 FL0372.Superseded values are not recommended for survey control.
 FL0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0372.See file dsdata.txt to determine how the superseded data were derived.
 FL0372
 FL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD249930(NAD 83)
 FL0372_MARKER: DR = REFERENCE MARK DISK
 FL0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0372_STAMPING: JERICO NO 2 1921
 FL0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0372+STABILITY: SURFACE MOTION
 FL0372
 FL0372  HISTORY     - Date     Condition        Report By
 FL0372  HISTORY     - 1921     MONUMENTED       CGS
 FL0372  HISTORY     - 1955     GOOD             NGS
 FL0372  HISTORY     - 1984     GOOD             NGS
 FL0372
 FL0372                          STATION DESCRIPTION
 FL0372
 FL0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0372'1.2 MI SW FROM JERICHO.
 FL0372'0.3 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE CHICAGO, ROCK ISLAND
 FL0372'AND PACIFIC RAILROAD STATION SIGN AT JERICHO, THENCE 0.7 MILE WEST
 FL0372'ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 FL0372'ROAD, ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A CEMETERY, 22 FEET
 FL0372'WEST OF THE CENTER LINE OF A ROAD, 92.5 FEET NORTHEAST OF
 FL0372'TRIANGULATION STATION JERICO 1921, 0.5 FOOT WEST OF A FENCE, SET IN
 FL0372'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FL0372
 FL0372                          STATION RECOVERY (1984)
 FL0372
 FL0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0372'ABOUT 0.96 KM (0.6 MI) SOUTH ALONG STATE HIGHWAY 70 FROM THE JUNCTION
 FL0372'WITH INTERSTATE HIGHWAY 40 TO A RAILROAD CROSSING, CONTINUE SOUTH FOR
 FL0372'0.56 KM (0.35 MI) TO A SIDE ROAD RIGHT, TURN RIGHT, WEST, PASSING
 FL0372'THRU THE RUINS OF JERICHO FOR 1.68 KM (1.05 MI) TO A SIDE ROAD LEFT
 FL0372'LEADING TO THE JERICHO CEMENTARY, TURN LEFT, SOUTH, FOR 0.48 KM (0.3
 FL0372'MI) TO THE CEMETARY ON THE LEFT AND THE STATION ON THE RIGHT. IT IS
 FL0372'5.49 METERS (18.0 FT) WEST OF THE CENTER OF THE ROAD AND SET UNDER A
 FL0372'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0374 ***********************************************************************
 FL0374  DESIGNATION -  JERICO RM 3
 FL0374  PID         -  FL0374
 FL0374  STATE/COUNTY-  TX/DONLEY
 FL0374  USGS QUAD   -  JERICHO (1964)
 FL0374
 FL0374                         *CURRENT SURVEY CONTROL
 FL0374  ___________________________________________________________________
 FL0374* NAD 83(1986)-  35 09 54.     (N)    100 55 18.     (W)     SCALED    
 FL0374* NAVD 88     -       978.283  (meters)    3209.58   (feet)  ADJUSTED  
 FL0374  ___________________________________________________________________
 FL0374  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0374  DYNAMIC HT  -         977.158 (meters)    3205.89  (feet)  COMP
 FL0374  MODELED GRAV-     979,450.7   (mgal)                       NAVD 88
 FL0374
 FL0374  VERT ORDER  -  FIRST     CLASS II
 FL0374
 FL0374.The horizontal coordinates were scaled from a topographic map and have
 FL0374.an estimated accuracy of +/- 6 seconds.
 FL0374
 FL0374.The orthometric height was determined by differential leveling
 FL0374.and adjusted by the National Geodetic Survey in June 1991..
 FL0374
 FL0374.The geoid height was determined by GEOID03.
 FL0374
 FL0374.The dynamic height is computed by dividing the NAVD 88
 FL0374.geopotential number by the normal gravity value computed on the
 FL0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0374.degrees latitude (g = 980.6199 gals.).
 FL0374
 FL0374.The modeled gravity was interpolated from observed gravity values.
 FL0374
 FL0374;                    North         East    Units  Estimated Accuracy
 FL0374;SPC TX N     - 1,129,400.      252,680.      MT  (+/- 180 meters Scaled)
 FL0374
 FL0374                          SUPERSEDED SURVEY CONTROL
 FL0374
 FL0374  NGVD 29 (??/??/92)  977.85   (m)         3208.2    (f) COMPUTED    1 2
 FL0374
 FL0374.Superseded values are not recommended for survey control.
 FL0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0374.See file dsdata.txt to determine how the superseded data were derived.
 FL0374
 FL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD249930(NAD 83)
 FL0374_MARKER: DR = REFERENCE MARK DISK
 FL0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0374_STAMPING: JERICO NO 3 1951
 FL0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0374+STABILITY: SURFACE MOTION
 FL0374
 FL0374  HISTORY     - Date     Condition        Report By
 FL0374  HISTORY     - 1951     MONUMENTED       CGS
 FL0374  HISTORY     - 1955     GOOD             NGS
 FL0374  HISTORY     - 1984     GOOD             NGS
 FL0374
 FL0374                          STATION DESCRIPTION
 FL0374
 FL0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0374'1.2 MI SW FROM JERICHO.
 FL0374'0.3 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE CHICAGO, ROCK ISLAND
 FL0374'AND PACIFIC RAILROAD STATION SIGN AT JERICHO, THENCE 0.7 MILE WEST
 FL0374'ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED DIRT
 FL0374'ROAD, ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A CEMETERY, 82.4
 FL0374'FEET SOUTHEAST OF TRIANGULATION STATION JERICO 1921, 22 FEET WEST OF
 FL0374'THE CENTER LINE OF A ROAD, 5 FEET NORTH OF A POWER POLE, SET IN THE
 FL0374'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FL0374
 FL0374                          STATION RECOVERY (1984)
 FL0374
 FL0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0374'ABOUT 0.96 KM (0.6 MI) SOUTH ALONG STATE HIGHWAY TO FROM THE JUNCTION
 FL0374'WITH INTERSTATE HIGHWAY 40 TO A RAILROAD CROSSING, CONTINUE SOUTH FOR
 FL0374'0.56 KM (0.35 MI) TO A SIDE ROAD RIGHT, TURN RIGHT, WEST, PASSING
 FL0374'THRU THE RUINS OF JERICHO FOR 1.68 KM (1.05 MI) TO A SIDE ROAD LEFT
 FL0374'LEADING TO THE JERICHO CEMETARY, TURN LEFT, SOUTH, FOR 0.48 KM (0.3
 FL0374'MI) TO THE CEMETARY ON THE LEFT AND THE MARK ON THE RIGHT. IT IS 5.49
 FL0374'METERS (18.0 FT) WEST OF THE CENTER OF THE ROAD, 1.37 METERS (4.5 FT)
 FL0374'NORTH OF A POWER POLE AND 0.30 METER (1.0 FT) WEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0748 ***********************************************************************
 DO0748  DESIGNATION -  JERMYN
 DO0748  PID         -  DO0748
 DO0748  STATE/COUNTY-  TX/JACK
 DO0748  USGS QUAD   -  MARKLEY (1981)
 DO0748
 DO0748                         *CURRENT SURVEY CONTROL
 DO0748  ___________________________________________________________________
 DO0748* NAD 83(1993)-  33 16 50.11459(N)    098 23 04.49526(W)     ADJUSTED  
 DO0748* NAVD 88     -       389.3    (meters)    1277.     (feet)  VERTCON   
 DO0748  ___________________________________________________________________
 DO0748  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 DO0748  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DO0748
 DO0748  HORZ ORDER  -  FIRST
 DO0748
 DO0748.The horizontal coordinates were established by classical geodetic methods
 DO0748.and adjusted by the National Geodetic Survey in February 1996..
 DO0748
 DO0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0748
 DO0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0748
 DO0748.The geoid height was determined by GEOID03.
 DO0748
 DO0748;                    North         East     Units Scale Factor Converg.
 DO0748;SPC TXNC     - 2,178,974.003   610,750.625   MT  0.99988058   +0 03 46.6
 DO0748;SPC TXNC     - 7,148,850.54  2,003,771.01   sFT  0.99988058   +0 03 46.6
 DO0748;UTM  14      - 3,682,562.480   557,307.566   MT  0.99964049   +0 20 15.8
 DO0748
 DO0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0748!SPC TXNC     -   0.99994331  x   0.99988058  =   0.99982390
 DO0748!UTM  14      -   0.99994331  x   0.99964049  =   0.99958382
 DO0748
 DO0748|---------------------------------------------------------------------|
 DO0748| PID    Reference Object                     Distance      Geod. Az  |
 DO0748|                                                           dddmmss.s |
 DO0748| CX8402 JERMYN RM 1                           5.665 METERS 05243     |
 DO0748| DO0742 LOVING CABLE TV MAST                APPROX. 8.2 KM 2371005.4 |
 DO0748| DO0749 LOVING MCI MICROWAVE                APPROX. 9.0 KM 2632310.0 |
 DO0748| CX8403 JERMYN RM 2                          10.725 METERS 27925     |
 DO0748|---------------------------------------------------------------------|
 DO0748
 DO0748                          SUPERSEDED SURVEY CONTROL
 DO0748
 DO0748  NAD 83(1993)-  33 16 50.11582(N)    098 23 04.49405(W) AD(       ) 1
 DO0748  NAD 83(1986)-  33 16 50.11702(N)    098 23 04.48145(W) AD(       ) 1
 DO0748  NAD 27      -  33 16 49.71204(N)    098 23 03.29768(W) AD(       ) 1
 DO0748  NGVD 29 (07/19/86)  389.2    (m)         1277.     (f) VERT ANG       
 DO0748
 DO0748.Superseded values are not recommended for survey control.
 DO0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0748.See file dsdata.txt to determine how the superseded data were derived.
 DO0748
 DO0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB5730882562(NAD 83)
 DO0748_MARKER: DD = SURVEY DISK
 DO0748_SETTING: 80 = SET IN A BOULDER
 DO0748_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DO0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0748+STABILITY: SURFACE MOTION
 DO0748
 DO0748  HISTORY     - Date     Condition        Report By
 DO0748  HISTORY     - 1963     MONUMENTED       USGS
 DO0748  HISTORY     - 1975     GOOD             USGS
 DO0748
 DO0748                          STATION DESCRIPTION
 DO0748
 DO0748'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DO0748'LOCATED ABOUT 13.5 MI. NW. OF JACKSBORO AND 1.0 MI. NE. OF JERMYN,
 DO0748'2 FT. W. OF HIGHEST POINT OF PROMINENT ROCKY BUTTE.
 DO0748'
 DO0748'TO REACH FROM STATE HIGHWAY 199 IN JERMYN, GO N. ON DIRT RD. E. OF
 DO0748'GENERAL STORE 0.5 MI. TO GATE ON RIGHT, GO THROUGH GATE AND FOLLOW
 DO0748'TRACK RD. E. AND N. 1.0 MI. TO GATE AT FENCE CORNER, PACK N. 0.25
 DO0748'MI. TO TOP OF BUTTE AND STATION.  VEHICLE CAN BE DRIVEN TO WITHIN
 DO0748'50 FT. OF TOP FROM THE N. SIDE.
 DO0748'
 DO0748'STATION MARK--STANDARD TABLET STAMPED---JERMYN-ET 1963---, CEMENTED
 DO0748'IN DRILL HOLE IN BEDROCK 2 FT. W. OF HIGHEST POINT.
 DO0748
 DO0748                          STATION RECOVERY (1975)
 DO0748
 DO0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JLC)
 DO0748'NO MEASUREMENT BETWEEN RMS DUE TO BOULDER ON LINE.
 DO0748'
 DO0748'THE STATION IS LOCATED ABOUT 16 MILES NORTHEAST OF GRAHAM, 13
 DO0748'MILES WEST-NORTHWEST OF JACKSBORO, 7-1/2 MILES NORTH OF BRYSON,
 DO0748'7 MILES EAST-NORTHEAST OF LOVING AND 1 MILE NORTH OF JERMYN.  IT
 DO0748'IS ON AN EAST-WEST ROCKY KNOLL AND ON PROPERTY THAT IS OWNED BY
 DO0748'MR. DON KING.  PERMISSION WAS GRANTED BY HIS FATHER MR. CHARLIE
 DO0748'KING, PHONE NUMBER 817-342-2501.
 DO0748'
 DO0748'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16
 DO0748'AND 199 IN THE EAST EDGE OF LOVING, GO EASTERLY ON STATE
 DO0748'HIGHWAY 199 FOR 5.65 MILES TO THE JUNCTION OF FARM ROAD
 DO0748'2950.  CONTINUE EAST ON STATE HIGHWAY 199 FOR 1.0 MILE TO A
 DO0748'CROSS ROAD.  TURN LEFT AND GO NORTH AND EAST ON GRAVELED AND
 DO0748'BLADED ROAD FOR 0.9 MILE TO A WIRE GATE ON THE RIGHT, EAST
 DO0748'SIDE OF ROAD.  PASS THROUGH GATE AND FOLLOW DIM TRACK ROAD EAST
 DO0748'AND NORTHEAST FOR 0.2 MILE TO GATE THAT IS IN THE NORTHEAST
 DO0748'FENCE CORNER.  PASS THROUGH GATE AND CONTINUE EAST AND NORTH FOR
 DO0748'0.2 MILE TO THE NORTH SIDE OF THE KNOLL, FROM HERE MAKE WAY SOUTH
 DO0748'AND WEST FOR 0.1 MILE TO THE NEAR TOP OF KNOLL.  FROM END OF
 DO0748'TRUCK TRAVEL, PACK WESTERLY FOR ABOUT FIVE MINUTES TO TOP OF
 DO0748'KNOLL AND STATION AS DESCRIBED.
 DO0748'
 DO0748'STATION MARK A STANDARD US GEOLOGICAL STATION MARK DISK CEMENTED
 DO0748'FLUSH IN DRILL HOLE IN LARGE BOULDER.  THE DISK IS STAMPED
 DO0748'JERMYN ET 1963.
 DO0748'
 DO0748'REFERENCE MARK 1, A STANDARD DISK STAMPED JERMYN USGS NO 1
 DO0748'1975.  THE DISK IS CEMENTED FLUSH IN DRILL HOLE OF LARGE BOULDER.
 DO0748'
 DO0748'REFERENCE MARK 2, A STANDARD DISK STAMPED JERMYN USGS NO 2
 DO0748'1975.  THE DISK IS CEMENTED FLUSH IN DRILL HOLE OF LARGE BOULDER.
 DO0748'
 DO0748'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 DO0748'
 DO0748'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6899 ***********************************************************************
 AW6899  DESIGNATION -  JERSEY
 AW6899  PID         -  AW6899
 AW6899  STATE/COUNTY-  TX/HARRIS
 AW6899  USGS QUAD   -  SATSUMA (1982)
 AW6899
 AW6899                         *CURRENT SURVEY CONTROL
 AW6899  ___________________________________________________________________
 AW6899* NAD 83(1993)-  29 53 14.37760(N)    095 34 48.05084(W)     ADJUSTED  
 AW6899* NAVD 88     -        34.7    (meters)     114.     (feet)  VERTCON   
 AW6899  ___________________________________________________________________
 AW6899  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AW6899  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW6899
 AW6899  HORZ ORDER  -  FIRST
 AW6899
 AW6899.The horizontal coordinates were established by classical geodetic methods
 AW6899.and adjusted by the National Geodetic Survey in February 1996..
 AW6899
 AW6899.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6899
 AW6899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6899
 AW6899.The geoid height was determined by GEOID03.
 AW6899
 AW6899;                    North         East     Units Scale Factor Converg.
 AW6899;SPC TXSC     - 4,232,469.539   930,276.896   MT  0.99990958   +1 40 31.8
 AW6899;SPC TXSC     -13,886,027.15  3,052,083.45   sFT  0.99990958   +1 40 31.8
 AW6899;UTM  15      - 3,309,096.926   250,840.293   MT  1.00036602   -1 17 10.6
 AW6899
 AW6899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6899!SPC TXSC     -   0.99999890  x   0.99990958  =   0.99990848
 AW6899!UTM  15      -   0.99999890  x   1.00036602  =   1.00036492
 AW6899
 AW6899|---------------------------------------------------------------------|
 AW6899| PID    Reference Object                     Distance      Geod. Az  |
 AW6899|                                                           dddmmss.s |
 AW6899| CV7300 JERSEY RM 1                          28.985 METERS 13126     |
 AW6899| CV7299 JERSEY AZ MK                                       1315406.4 |
 AW6899| AW6900 HOUSTON STRAN STEEL CO TANK         APPROX. 1.2 KM 2163813.9 |
 AW6899| AW6902 SATSUMA MICROWAVE TOWER             APPROX. 4.6 KM 3071757.4 |
 AW6899| CV7302 JERSEY RM 3                                        3103124.9 |
 AW6899| CV7301 JERSEY RM 2                          29.199 METERS 31132     |
 AW6899|---------------------------------------------------------------------|
 AW6899
 AW6899                          SUPERSEDED SURVEY CONTROL
 AW6899
 AW6899  NAD 83(1986)-  29 53 14.39231(N)    095 34 48.03258(W) AD(       ) 1
 AW6899  NAD 27      -  29 53 13.58175(N)    095 34 47.23690(W) AD(       ) 1
 AW6899  NGVD 29 (07/19/86)   34.7    (m)          114.     (f) VERT ANG       
 AW6899
 AW6899.Superseded values are not recommended for survey control.
 AW6899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6899.See file dsdata.txt to determine how the superseded data were derived.
 AW6899
 AW6899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5084009097(NAD 83)
 AW6899_MARKER: DS = TRIANGULATION STATION DISK
 AW6899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6899_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6899
 AW6899  HISTORY     - Date     Condition        Report By
 AW6899  HISTORY     - 1968     MONUMENTED       CGS
 AW6899  HISTORY     - 1972     GOOD             LOCENG
 AW6899  HISTORY     - 1974     GOOD             NGS
 AW6899  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW6899
 AW6899                          STATION DESCRIPTION
 AW6899
 AW6899'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6899'THE STATION IS LOCATED IN THE SOUTHERN PART OF JERSEY VILLAGE, IN
 AW6899'THE MEDIAN OF U.S. HIGHWAY 290, ABOUT 2-1/2 MILES SOUTHEAST OF
 AW6899'SATSUMA, 2-1/2 MILES NORTHWEST OF FARBANKS AND ON ROAD
 AW6899'RIGHT-OF-WAY.
 AW6899'
 AW6899'TO REACH THE STATION FROM THE POST OFFICE IN FAIRBANKS, GO
 AW6899'NORTHWEST ON U.S. HIGHWAY 290 FOR 2.3 MILES TO THE JUNCTION OF FARM
 AW6899'ROAD 529 ON THE LEFT AND THE AZIMUTH MARK.  CONTINUE NORTHWEST ON
 AW6899'U.S. HIGHWAY 290 FOR 0.7 MILE TO THE STATION ON THE LEFT.
 AW6899'
 AW6899'THE STATION MARK IS A STANDARD DISK STAMPED JERSEY 1968, SET IN THE
 AW6899'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6899'GROUND.  IT IS 146 FEET WEST-NORTHWEST OF THE CENTER OF A
 AW6899'CROSS-OVER ROAD, 101.3 FEET NORTHEAST OF THE NORTH EDGE OF THE
 AW6899'SOUTHEAST BOUND TRAFFIC LANES OF U.S. HIGHWAY 290 AND 92.7 FEET
 AW6899'SOUTHWEST OF THE SOUTH EDGE OF THE NORTHWEST BOUND TRAFFIC LANES
 AW6899'OF U.S. HIGHWAY 290.
 AW6899'
 AW6899'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JERSEY NO 1 1968, SET
 AW6899'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 AW6899'THE GROUND.  IT IS 97.3 FEET NORTHEAST OF THE NORTH EDGE OF THE
 AW6899'SOUTHEAST BOUND TRAFFIC LANES OF THE HIGHWAY, 97 FEET SOUTHWEST OF
 AW6899'THE SOUTH EDGE OF THE NORTHWEST BOUND TRAFFIC LANES OF THE
 AW6899'HIGHWAY AND 51 FEET WEST-NORTHWEST OF THE CENTER OF THE
 AW6899'CROSS-OVER ROAD.
 AW6899'
 AW6899'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JERSEY NO 2 1968, SET
 AW6899'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW6899'GROUND.  IT IS 241 WEST-NORTHWEST OF THE CENTER OF THE CROSS-OVER
 AW6899'ROAD, 106 FEET NORTH OF THE NORTH EDGE OF THE SOUTHEAST TRAFFIC
 AW6899'LANES OF THE HIGHWAY AND 88 FEET SOUTH FO THE SOUTH EDGE OF THE
 AW6899'NORTHWEST BOUND TRAFFIC LANES OF THE HIGHWAY.
 AW6899'
 AW6899'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JERSEY 1968, CEMENTED
 AW6899'IN A DRILL HOLE INT HE NORTHEAST CORNER OF A CONCRETE BASE OF A
 AW6899'RAILROAD SIGNAL.  IT IS 67 FEET SOUTH OF THE SOUTH EDGE OF THE
 AW6899'SOUTHEAST BOUND TRAFFIC LANES OF U.S. HIGHWAY 290, 16 FEET NORTH
 AW6899'OF THE NORTH RAIL OF A RAILROAD TRACK AND 15 FEET WEST OF THE
 AW6899'CENTER OF FARM ROAD 529.
 AW6899'
 AW6899'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 AW6899
 AW6899                          STATION RECOVERY (1972)
 AW6899
 AW6899'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (GW)
 AW6899'JERSEY - 1968 RECOVERED GOOD.
 AW6899'
 AW6899'NOTE AZI. CAN NOT BE OBSERVED FROM STATION GIFFORD HILL BILLBOARD
 AW6899'ON LINE (NOT V G).
 AW6899'
 AW6899'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX 2 MI WEST JERSEY
 AW6899'VILLAGE.
 AW6899
 AW6899                          STATION RECOVERY (1974)
 AW6899
 AW6899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AW6899'DISTANCE R.M. NO. 1 TO R.M. NO. 2 NOT MEASURED - NEARLY ON LINE.
 AW6899'
 AW6899'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 AW6899'MARK WERE RECOVERED IN GOOD CONDITION.  THE LINE OF SIGHT TO THE
 AW6899'AZIMUTH MARK IS OBSTRUCTED BY A SIGN.  A SECOND AZIMUTH MARK
 AW6899'(REFERENCE MARK NO. 3) WAS SET.  THE ORIGINAL AZIMUTH MARK WAS
 AW6899'LEFT INTACT AS FOUND.
 AW6899'
 AW6899'A NEW DESCRIPTION FOLLOWS--
 AW6899'
 AW6899'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF SATSUMA, 2.5
 AW6899'MILES NORTHWEST OF FAIRBANKS, IN THE SOUTH PART OF JERSEY VILLAGE,
 AW6899'IN THE MEDIAN OF U.S. HIGHWAY 290, SOUTHWEST AND ACROSS THE
 AW6899'NROTHWEST BOUND LANES OF HIGHWAY 290 FROM THE YELLOW BRICK
 AW6899'OFFICE BUILDING OF THE KENNEDY CONSTRUCTION COMPANY AT 17138
 AW6899'HEMPSTEAD ROAD (U.S. HIGHWAY 290).
 AW6899'
 AW6899'TO REACH THE STATION FROM THE POST OFFICE IN FAIRBANKS, GO
 AW6899'NORTHWEST ON U.S. HIGHWAY 290 FOR 2.3 MILES TO THE JUNCTION OF FARM
 AW6899'ROAD 529 ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE
 AW6899'NORTHWEST ON HIGHWAY 290 FOR 0.7 MILE TO A HIGHWAY CROSSOVER AND
 AW6899'THE STATION ON THE LEFT AS DESCRIBED.
 AW6899'
 AW6899'TO REACH REFERENCE MARK NO. 3 (AZIMUTH MARK) FROM THE STATION, GO
 AW6899'NORTHWEST ON HIGHWAY 290 FOR 0.35 TO THE JUNCTION WITH JONES ROAD
 AW6899'ON THE RIGHT AND THE MARK ON THE LEFT AS DESCRIBED.
 AW6899'
 AW6899'THE STATION MARK IS A STANDARD DISK STAMPED JERSEY 1968, SET IN THE
 AW6899'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 146
 AW6899'FEET WEST-NORTHWEST OF THE CENTER OF THE CROSSOVER ROAD, 101 FEET
 AW6899'NORTHEAST OF THE NORTH EDGE OF THE SOUTHEAST BOUND LANES OF U.S.
 AW6899'HIGHWAY 290, 92.7 FEET SOUTHWEST OF THE SOUTH EDGE OF THE
 AW6899'NORTHWEST BOUND LANES OF THE HIGHWAY, AND 8 FEET WEST FO THE
 AW6899'EXTENDED LINE OF THE WEST SIDE OF THE KENNEDY CONSTRUCTION
 AW6899'COMPANY OFFICE BUILDING.
 AW6899'
 AW6899'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED JERSEY NO 1 1968,
 AW6899'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3-INCHES BELOW GROUND
 AW6899'SURFACE.  IT IS 97.3 FEET NORTHEAST OF THE NORTH EDGE OF THE
 AW6899'SOUTHEAST BOUND TRAFFIC LANES, 97 FEET SOUTHWEST OF THE SOUTH EDGE
 AW6899'OF THE NORTHWEST BOUND LANES, 78 FEET NORTH OF THE STOP SIGN AT
 AW6899'THE SOUTH EDGE OF THE CROSSOVER, 51 FEET WEST-NORTHWEST OF THE
 AW6899'CENTER OF THE CROSSOVER ROAD, AND 23 FEET EAST OF THE EXTENDED
 AW6899'LINE OF THE EAST SIDE OF THE KENNEDY OFFICE BUILDING.
 AW6899'
 AW6899'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED JERSEY NO 2 1968,
 AW6899'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 1-INCH BELOW GROUND
 AW6899'SURFACE.  IT IS 241 FEET WEST-NORTHWEST OF THE CENTER OF THE
 AW6899'CROSSOVER, 106 FEET NORTH OF THE NORTH EDGE OF THE SOUTHEAST BOUND
 AW6899'LANES, AND 88 FEET SOUTH OF THE SOUTH EDGE OF THE NORTHWEST BOUND
 AW6899'LANES OF U.S. HIGHWAY 290.
 AW6899'
 AW6899'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JERSEY 1968, CEMENTED IN
 AW6899'A DRILLED HOLE IN THE NORTHEAST CORNER OF THE CONCRETE BASE OF A
 AW6899'RAILROAD CROSSING SIGNAL.  IT IS 67 FEET SOUTH OF THE SOUTHEAST
 AW6899'BOUND TRAFFIC LANES OF HIGHWAY 290, 16 FEET NORTH OF THE NORTH
 AW6899'RAIL OF THE RAILROAD, AND 15 FEET WEST OF THE CENTER OF FARM ROAD
 AW6899'529.
 AW6899'
 AW6899'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED JERSEY
 AW6899'1968 NO 3 1974, CEMENTED IN A DRILLED HOLE IN THE TOP OF THE 5 X
 AW6899'5-FOOT CONCRETE BASE OF A TRAFFIC CONTROL SIGNAL, AT THE SOUTHEAST
 AW6899'CORNER OF THE BASE AND 9-INCHES ABOVE GROUND LEVEL.  IT IS 53 FEET
 AW6899'SOUTHWEST OF THE CENTER OF THE NORTHWEST BOUND LANES, AND 33 FEET
 AW6899'NORTHWEST OF THE CENTER OF THE HIGHWAY CROSSOVER.
 AW6899'
 AW6899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTH EDGE OF
 AW6899'JERSEY.
 AW6899
 AW6899                          STATION RECOVERY (1994)
 AW6899
 AW6899'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5692 ***********************************************************************
 AW5692  DESIGNATION -  JESSUP
 AW5692  PID         -  AW5692
 AW5692  STATE/COUNTY-  TX/HARRIS
 AW5692  USGS QUAD   -  PASADENA (1995)
 AW5692
 AW5692                         *CURRENT SURVEY CONTROL
 AW5692  ___________________________________________________________________
 AW5692* NAD 83(1993)-  29 37 38.79528(N)    095 15 00.32022(W)     ADJUSTED  
 AW5692* NAVD 88     -        13.365  (meters)      43.85   (feet)  ADJUSTED  
 AW5692  ___________________________________________________________________
 AW5692  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW5692  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW5692  DYNAMIC HT  -          13.346 (meters)      43.79  (feet)  COMP
 AW5692  MODELED GRAV-     979,275.5   (mgal)                       NAVD 88
 AW5692
 AW5692  HORZ ORDER  -  FIRST
 AW5692  VERT ORDER  -  FIRST     CLASS II
 AW5692
 AW5692.The horizontal coordinates were established by classical geodetic methods
 AW5692.and adjusted by the National Geodetic Survey in February 1996..
 AW5692
 AW5692.The orthometric height was determined by differential leveling
 AW5692.and adjusted by the National Geodetic Survey in June 1991..
 AW5692
 AW5692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5692
 AW5692.The geoid height was determined by GEOID03.
 AW5692
 AW5692.The dynamic height is computed by dividing the NAVD 88
 AW5692.geopotential number by the normal gravity value computed on the
 AW5692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5692.degrees latitude (g = 980.6199 gals.).
 AW5692
 AW5692.The modeled gravity was interpolated from observed gravity values.
 AW5692
 AW5692;                    North         East     Units Scale Factor Converg.
 AW5692;SPC TXSC     - 4,204,656.422   963,051.615   MT  0.99987623   +1 50 13.7
 AW5692;SPC TXSC     -13,794,776.94  3,159,611.84   sFT  0.99987623   +1 50 13.7
 AW5692;UTM  15      - 3,279,619.585   282,149.276   MT  1.00018561   -1 06 46.0
 AW5692
 AW5692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5692!SPC TXSC     -   1.00000216  x   0.99987623  =   0.99987839
 AW5692!UTM  15      -   1.00000216  x   1.00018561  =   1.00018777
 AW5692
 AW5692:                Primary Azimuth Mark                     Grid Az
 AW5692:SPC TXSC     -  SOUTH HOUSTON MUN TANK NO 1              011 38 42.5
 AW5692:UTM  15      -  SOUTH HOUSTON MUN TANK NO 1              014 35 42.2
 AW5692
 AW5692|---------------------------------------------------------------------|
 AW5692| PID    Reference Object                     Distance      Geod. Az  |
 AW5692|                                                           dddmmss.s |
 AW5692| AW6438 SOUTH HOUSTON MUN TANK NO 1         APPROX. 4.2 KM 0132856.2 |
 AW5692| CV7305 JESSUP RM 3                                        0970619.9 |
 AW5692| CV7303 JESSUP RM 1                          24.512 METERS 19138     |
 AW5692| CV7304 JESSUP RM 2                          26.933 METERS 26208     |
 AW5692| AW6528 APT BEACON HOUSTON INTNL APT        APPROX. 4.1 KM 3014934.7 |
 AW5692| AW6521 VORTAC HOUSTON RAD HOU              APPROX. 2.6 KM 3094844.3 |
 AW5692| AW6518 WINKLER                             APPROX. 4.8 KM 3473858.9 |
 AW5692|---------------------------------------------------------------------|
 AW5692
 AW5692                          SUPERSEDED SURVEY CONTROL
 AW5692
 AW5692  NAD 83(1986)-  29 37 38.80980(N)    095 15 00.29993(W) AD(       ) 1
 AW5692  NAD 27      -  29 37 37.97634(N)    095 14 59.53107(W) AD(       ) 1
 AW5692  NGVD 29 (12/23/87)   13.361  (m)           43.84   (f) ADJUSTED    1 2
 AW5692
 AW5692.Superseded values are not recommended for survey control.
 AW5692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5692.See file dsdata.txt to determine how the superseded data were derived.
 AW5692
 AW5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8214979620(NAD 83)
 AW5692_MARKER: DS = TRIANGULATION STATION DISK
 AW5692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5692_SP_SET: CONCRETE POST
 AW5692_STAMPING: JESSUP 1968
 AW5692_MARK LOGO: CGS   
 AW5692_PROJECTION: FLUSH
 AW5692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW5692+STABILITY: SURFACE MOTION
 AW5692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5692+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AW5692
 AW5692  HISTORY     - Date     Condition        Report By
 AW5692  HISTORY     - 1968     MONUMENTED       CGS
 AW5692  HISTORY     - 1987     GOOD             NGS
 AW5692  HISTORY     - 1989     GOOD             USPSQD
 AW5692  HISTORY     - 20030824 GOOD             USPSQD
 AW5692  HISTORY     - 20050116 GOOD             USPSQD
 AW5692  HISTORY     - 20060715 MARK NOT FOUND   GEOCAC
 AW5692
 AW5692                          STATION DESCRIPTION
 AW5692
 AW5692'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW5692'THE STATION IS LOCATED ON THE GROUNDS OF THE CHARLES D. JESSUP
 AW5692'ELEMENTARY SCHOOL AT 9301 ALMEDA-GENOA ROAD IN THE SOUTHEAST SECTION
 AW5692'OF HOUSTON, ABOUT 2-1/4 MILES SOUTHEAST OF THE HOUSTON INTERNATION
 AW5692'AIRPORT, 1-1/4 ILES WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 45
 AW5692'AND THE ALMEDA-GENOA ROAD AND ON PROPERTY OF THE PASADENA
 AW5692'INDEPENDENT SCHOOL DISTRICT.
 AW5692'
 AW5692'THE STATION MARK IS A STANDARD DISK STAMPED JESSUP 1968, SET IN THE
 AW5692'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 AW5692'GROUND.  IT IS 93.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 AW5692'OF THE SCHOOL, 71 FEET SOUTHEAST OF A FLAGPOLE, 57.4 FEET EAST OF
 AW5692'THE EAST EDGE OF A CONCRETE SIDEWALK WHICH LEADS TO THE MAIN
 AW5692'ENTRANCE TO THE SCHOOL, 30.5 FEET WEST OF THE WEST CURB OF THE EAST
 AW5692'ENTRANCE ROAD TO THE SCHOOL AND 23 FEET WEST-SOUTHWEST OF A
 AW5692'WATER METER WHICH IS FLUSH WITH THE GROUND.
 AW5692'
 AW5692'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JESSUP NO 1 1968,
 AW5692'CEMENTED IN A DRILL HOLE IN AN EAST-WEST CONCRETE SIDEWALK.  IT IS
 AW5692'38 FEET NORTH OF THE CENTER OF THE ALMEDA-GENOA ROAD, 36.7 FEET
 AW5692'EAST OF THE THE SCHOOL AND 25 FEET WEST-NORTHWEST OF TELEPHONE POLE
 AW5692'NO. 9325.
 AW5692'
 AW5692'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JESSUP NO 2 1968,
 AW5692'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK WHICH CIRCLES THE
 AW5692'MAIN ENTRANCE ROAD TO THE SCHOOL.  IT IS 79.3 FEET SOUTHWEST OF THE
 AW5692'FLAGPOLE, 73 FEET SOUTH OF THE SOUTH EDGE OF THE SCHOOL AND 13
 AW5692'FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE ROAD TO THE SCHOOL.
 AW5692'
 AW5692'REFERENCE MARK 3 IS A STANDARD DISK STAMPED JESSUP NO 3 1968, SET
 AW5692'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW5692'3 INCHES ABOVE THE GROUND.  IT IS 35 FEET SOUTH OF THE CENTER OF
 AW5692'THE ALMEDA GENOA ROAD, 28 FEET WEST OF THE CENTER OF EAST HAVEN
 AW5692'BOULEVARD, 2 FEET NORTH OF A METAL WITNESS POST AND 3 FEET SOUTH OF A
 AW5692'TELEPHONE POLE.
 AW5692'
 AW5692'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON THE ALMEDA
 AW5692'GENOA ROAD FOR 0.15 MILE TO A CROSSROAD AND THE MARK IN THE
 AW5692'SOUTHWEST ANGLE OF THE INTERSECTION.
 AW5692'
 AW5692'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 AW5692
 AW5692                          STATION RECOVERY (1987)
 AW5692
 AW5692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW5692'4.0 KM (2.5 MI) WEST FROM GENOA.
 AW5692'4.0 KM (2.5 MI) WEST ALONG ALMEDA-GENOA ROAD FROM THE POST OFFICE IN
 AW5692'GENOA, 30.6 METERS (100.4 FT) NORTH OF THE WESTBOUND LANES OF THE
 AW5692'ROAD, 28.6 METERS (93.8 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 AW5692'THE CHARLES D JESSUP SR ELEMENTERY SCHOOL BUILDING, 26.9 METERS (88.3
 AW5692'FT) EAST OF JESSUP RM 2, 21.6 METERS (70.9 FT) SOUTHEAST OF THE FLAG
 AW5692'POLE, 17.5 METERS (56.1 FT) EAST OF THE EAST EDGE OF A SIDEWALK
 AW5692'LEADING NORTH TO THE SCHOOL BUILDING, 9.4 METERS (30.8 FT) WEST OF THE
 AW5692'CURB OF THE ROAD.
 AW5692'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 AW5692
 AW5692                          STATION RECOVERY (1989)
 AW5692
 AW5692'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW5692'RECOVERED IN GOOD CONDITION.
 AW5692
 AW5692                          STATION RECOVERY (2003)
 AW5692
 AW5692'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5692'THE PRIMARY MARK, JESSUP 1968, IS GOOD.
 AW5692'THE REFERANCE MARK 1 WAS NOT FOUND.
 AW5692'REFERANCE MARK 2 IS GOOD AS DESCRIBED.
 AW5692'REFERANCE MARK 3 WAS NOT FOUND.
 AW5692
 AW5692                          STATION RECOVERY (2005)
 AW5692
 AW5692'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5692'RECOVERED IN GOOD CONDITION.
 AW5692
 AW5692                          STATION RECOVERY (2006)
 AW5692
 AW5692'RECOVERY NOTE BY GEOCACHING 2006 (GGM)
 AW5692'REFERENCE MARK 2 WAS FOUND. THE STATION WAS NOT FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1484 ***********************************************************************
 AE1484  DESIGNATION -  JESUS
 AE1484  PID         -  AE1484
 AE1484  STATE/COUNTY-  TX/HIDALGO
 AE1484  USGS QUAD   -  DONNA (1983)
 AE1484
 AE1484                         *CURRENT SURVEY CONTROL
 AE1484  ___________________________________________________________________
 AE1484* NAD 83(1993)-  26 08 28.21174(N)    098 02 40.55234(W)     ADJUSTED  
 AE1484* NAVD 88     -        25.6    (meters)      84.     (feet)  VERTCON   
 AE1484  ___________________________________________________________________
 AE1484  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AE1484  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AE1484
 AE1484  HORZ ORDER  -  FIRST
 AE1484
 AE1484.The horizontal coordinates were established by classical geodetic methods
 AE1484.and adjusted by the National Geodetic Survey in February 1996..
 AE1484
 AE1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1484
 AE1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1484
 AE1484.The geoid height was determined by GEOID03.
 AE1484
 AE1484;                    North         East     Units Scale Factor Converg.
 AE1484;SPC TX S     - 5,052,654.907   345,539.386   MT  1.00000652   +0 12 24.3
 AE1484;SPC TX S     -16,576,918.64  1,133,657.14   sFT  1.00000652   +0 12 24.3
 AE1484;UTM  14      - 2,891,668.505   595,502.575   MT  0.99971261   +0 25 15.5
 AE1484
 AE1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1484!SPC TX S     -   0.99999968  x   1.00000652  =   1.00000620
 AE1484!UTM  14      -   0.99999968  x   0.99971261  =   0.99971229
 AE1484
 AE1484:                Primary Azimuth Mark                     Grid Az
 AE1484:SPC TX S     -  DONNA MUN TANK NO 2                      012 25 09.0
 AE1484:UTM  14      -  DONNA MUN TANK NO 2                      012 12 17.8
 AE1484
 AE1484|---------------------------------------------------------------------|
 AE1484| PID    Reference Object                     Distance      Geod. Az  |
 AE1484|                                                           dddmmss.s |
 AE1484| AE1483 DONNA MUN TANK NO 2                 APPROX. 3.9 KM 0123733.3 |
 AE1484| AE1482 DENNISON BUTANE CO MAST             APPROX. 3.7 KM 0452340.1 |
 AE1484| AB1614 LA FERIA TV STA KRGV MAST           APPROX.23.4 KM 0833639.9 |
 AE1484| AB1615 LA FERIA TV STA KGBT MAST           APPROX.22.3 KM 0874135.0 |
 AE1484| CV3352 JESUS RM 1                           20.974 METERS 08859     |
 AE1484| CV3354 JESUS RM 3                                         0920030.7 |
 AE1484| CV3353 JESUS RM 2                           26.842 METERS 19000     |
 AE1484| AE1485 DONNA MUN TANK NO 1                 APPROX. 3.9 KM 3383116.3 |
 AE1484|---------------------------------------------------------------------|
 AE1484
 AE1484                          SUPERSEDED SURVEY CONTROL
 AE1484
 AE1484  NAD 83(1986)-  26 08 28.21806(N)    098 02 40.51509(W) AD(       ) 1
 AE1484  NAD 27      -  26 08 26.94587(N)    098 02 39.49470(W) AD(       ) 1
 AE1484  NGVD 29 (07/19/86)   25.7    (m)           84.     (f) VERT ANG       
 AE1484
 AE1484.Superseded values are not recommended for survey control.
 AE1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1484.See file dsdata.txt to determine how the superseded data were derived.
 AE1484
 AE1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP9550391669(NAD 83)
 AE1484_MARKER: DS = TRIANGULATION STATION DISK
 AE1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1484_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1484
 AE1484  HISTORY     - Date     Condition        Report By
 AE1484  HISTORY     - 1974     MONUMENTED       NGS
 AE1484
 AE1484                          STATION DESCRIPTION
 AE1484
 AE1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1484'THE STATION IS ABOUT 3 MILES WEST AND 1 MILE SOUTH OF WESLACO, 2
 AE1484'MILES SOUTH OF DONNA AND ON PROPERTY OF JESUS JUAREQUI, WHO GAVE
 AE1484'PERMISSION TO USE THE PROPERTY.
 AE1484'
 AE1484'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS ROUTE U.S.
 AE1484'HIGHWAY 83 AND FARM ROAD 493 IN DONNA, GO SOUTH ON ROAD 493 FOR 2.0
 AE1484'MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON THE
 AE1484'PAVED ROAD FOR 0.2 MILE TO THE HOME OF MR. JUAREQUI ON THE LEFT AND
 AE1484'THE STATION ON THE LEFT AT THE REAR OF THE HOUSE.  TO REACH
 AE1484'REFERENCE MARK 3 FROM THE STATION, GO EAST ON THE PAVED ROAD FOR 0.8
 AE1484'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A PAVED ROAD
 AE1484'FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 AE1484'
 AE1484'STATION MARKS ARE STANDARD DISKS, STAMPED JESUS 1974.  SURFACE MARK
 AE1484'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 AE1484'FLUSH WITH THE GROUND SURFACE.  IT IS 230 FEET NORTH OF THE CENTER
 AE1484'OF THE PAVED ROAD, 149 FEET NORTHNORTHWEST OF THE NORTHWEST CORNER
 AE1484'OF MR. JUAREQUIS HOUSE AND 67 FEET NORTHWEST OF A POWER LINE POLE
 AE1484'THAT IS NOT NUMBERED.  UNDERGROUND MARK IS SET IN AN IRREGULAR
 AE1484'MASS OF CONCRETE 44 INCHES BELOW THE GROUND.
 AE1484'
 AE1484'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JESUS NO 1 1974, SET
 AE1484'IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AE1484'WITH THE GROUND.  IT IS 60.5 FEET NORTH-NORTHEAST OF THE POWER LINE
 AE1484'POLE, 3 FEET SOUTH OF THE EDGE OF A LOW BANK AND ABOUT THE SAME
 AE1484'ELEVATION AS THE STATION.
 AE1484'
 AE1484'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JESUS NO 2 1974, SET
 AE1484'IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AE1484'WITH THE GROUND.  IT IS 242 FEET NORTH OF THE CENTER OF THE PAVED
 AE1484'ROAD, 63 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 AE1484'HOUSE, 24.3 FEET EAST OF A FENCE AND ABOUT THE SAME ELEVATION AS
 AE1484'THE STATION.
 AE1484'
 AE1484'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED JESUS NO 3 1974 AZ, SET
 AE1484'IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 AE1484'WITH THE GROUND.  IT IS 82 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 AE1484'CORNER OF A YELLOW BRICK HOUSE, 29 FEET EAST OF THE CENTER OF THE
 AE1484'PAVED ROAD AND 2.7 FEET SOUTH OF A POWER LINE POLE NUMBERED 2 B
 AE1484'81.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 AE1484'
 AE1484'NEAREST TOWN--DONNA.
 AE1484'
 AE1484'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6641 ***********************************************************************
 AW6641  DESIGNATION -  JET
 AW6641  PID         -  AW6641
 AW6641  STATE/COUNTY-  TX/HARRIS
 AW6641  USGS QUAD   -  HUMBLE (1995)
 AW6641
 AW6641                         *CURRENT SURVEY CONTROL
 AW6641  ___________________________________________________________________
 AW6641* NAD 83(1993)-  29 59 17.95248(N)    095 21 47.40867(W)     ADJUSTED  
 AW6641* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 AW6641  ___________________________________________________________________
 AW6641  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AW6641  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW6641
 AW6641  HORZ ORDER  -  FIRST
 AW6641
 AW6641.This mark is at Houston Intercontinental (IAH) Airport (IAH)
 AW6641
 AW6641.The horizontal coordinates were established by classical geodetic methods
 AW6641.and adjusted by the National Geodetic Survey in February 1996..
 AW6641
 AW6641.The orthometric height was scaled from a topographic map.
 AW6641
 AW6641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6641
 AW6641.The geoid height was determined by GEOID03.
 AW6641
 AW6641;                    North         East     Units Scale Factor Converg.
 AW6641;SPC TXSC     - 4,244,290.225   950,863.580   MT  0.99992809   +1 46 54.2
 AW6641;SPC TXSC     -13,924,808.85  3,119,624.93   sFT  0.99992809   +1 46 54.2
 AW6641;UTM  15      - 3,319,841.920   272,018.546   MT  1.00024130   -1 10 54.0
 AW6641
 AW6641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6641!SPC TXSC     -   0.99999978  x   0.99992809  =   0.99992787
 AW6641!UTM  15      -   0.99999978  x   1.00024130  =   1.00024108
 AW6641
 AW6641:                Primary Azimuth Mark                     Grid Az
 AW6641:SPC TXSC     -  HOUSTON AIRPORT STA A                    050 35 01.8
 AW6641:UTM  15      -  HOUSTON AIRPORT STA A                    053 32 50.0
 AW6641
 AW6641|---------------------------------------------------------------------|
 AW6641| PID    Reference Object                     Distance      Geod. Az  |
 AW6641|                                                           dddmmss.s |
 AW6641| CV6808 HOUSTON AIRPORT STA A                              0522156.0 |
 AW6641| CV7306 JET RM 1                             26.282 METERS 07320     |
 AW6641| CV7307 JET RM 2                             26.201 METERS 17454     |
 AW6641|---------------------------------------------------------------------|
 AW6641
 AW6641                          SUPERSEDED SURVEY CONTROL
 AW6641
 AW6641  NAD 83(1986)-  29 59 17.96742(N)    095 21 47.39041(W) AD(       ) 1
 AW6641  NAD 27      -  29 59 17.17228(N)    095 21 46.62031(W) AD(       ) 1
 AW6641
 AW6641.Superseded values are not recommended for survey control.
 AW6641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6641.See file dsdata.txt to determine how the superseded data were derived.
 AW6641
 AW6641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP7201919842(NAD 83)
 AW6641_MARKER: DS = TRIANGULATION STATION DISK
 AW6641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6641
 AW6641  HISTORY     - Date     Condition        Report By
 AW6641  HISTORY     - 1968     MONUMENTED       CGS
 AW6641  HISTORY     - 1968     GOOD             CGS
 AW6641  HISTORY     - 1973     GOOD             NGS
 AW6641  HISTORY     - 1977     GOOD             NGS
 AW6641  HISTORY     - 1979     GOOD             NGS
 AW6641  HISTORY     - 1982     MARK NOT FOUND   NGS
 AW6641
 AW6641                          STATION DESCRIPTION
 AW6641
 AW6641'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6641'THE STATION IS LOCATED ABOUT 16 MILES NORTH OF DOWNTOWN HOUSTON, 6
 AW6641'MILES SOUTHWEST OF HUMBLE, 4-1/2 MILES EAST-SOUTHEAST OF WESTFIELD,
 AW6641'3/4 MILE WEST-NORTHWEST OF THE HOUSTON INTERCONTINENTAL AIRPORT
 AW6641'CONTROL TOWER (NOW UNDER CONSTRUCTION) AND NEAR THE NORTHWEST
 AW6641'CORNER OF THE AIRPORT, MIDWAY BETWEEN THE F.F.A. RADIO TOWERS WHICH
 AW6641'ARE 2 2 SETS OF 4 MASTS.  THE STATION IS ON PROPERTY OWNED BY THE
 AW6641'CITY OF HOUSTON.
 AW6641'
 AW6641'TO REACH THE STATION FROM THE WESTFIELD POST OFFICE WHICH IS 0.15
 AW6641'MILE EAST OF THE INTERSECTION OF INTERSTATE 45 AND FARM ROAD
 AW6641'1960 AND NORTH OF THE HOUSTON CITY LIMIT, GO EAST ON FARM ROAD 1960
 AW6641'FOR 3.15 MILES TO A CROSSROAD.  TURN RIGHT ON ALDINE-WESTFIELD
 AW6641'ROAD AND GO IN A SOUTHERLY DIRECTION FOR 1.55 MILES TO A
 AW6641'CROSSROAD, FARREL ROAD.  CONTINUE IN A SOUTHERLY DIRECTION ON
 AW6641'ALDINE-WESTFIELD ROAD FOR 0.95 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 AW6641'AND GO NORTHEAST ON A CONCRETE ROAD, PASSING TO THE NORTH OF
 AW6641'SEVERAL LARGE FUEL STORAGE TANKS, FOR 0.3 MILE TO A DIAGONAL
 AW6641'CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 AW6641'0.05 MILE TO THE STATION ON THE RIGHT.
 AW6641'
 AW6641'THE STATION MARK IS A STANDARD DISK STAMPED JET 1967, SET IN THE
 AW6641'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 AW6641'INCHES ABOVE THE GROUND.  IT IS 124.5 FEET WEST OF THE CENTER OF
 AW6641'A MANHOLE COVER, 72 FEET NORTHEAST OF THE CENTER OF THE GRALVELED
 AW6641'ROAD AND 1.4 FEET SOUTH OF A METAL WITNESS POST.
 AW6641'
 AW6641'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED JET NO 1 1967, SET
 AW6641'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6641'4 INCHES ABOVE THE GROUND.  IT IS 118 FEET WEST OF THE CENTER OF
 AW6641'THE CONCRETE ROAD, 85.7 FEET NORTH OF THE METAL WITNESS POST AND
 AW6641'71.7 FEET NORTHWEST OF THE CENTER OF THE MANHOLE COVER.
 AW6641'
 AW6641'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED JET NO 2 1967, SET
 AW6641'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 AW6641'3 INCHES ABOVE THE GROUND.  IT IS 121 FEET SOUTHWEST OF THE CENTER
 AW6641'OF THE MANHOLE COVER, 87.3 FEET SOUTH OF THE METAL WITNESS POST
 AW6641'AND 39 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD.
 AW6641'
 AW6641'A STANDARD TOPOGRAPHIC SURVEY STATION DISK STAMPED STA AP 1967, SET
 AW6641'IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 AW6641'THE GROUND.  THIS MARK WAS USED FOR THE AZIMUTH MARK.  IT IS 75
 AW6641'FEET NORTH OF THE NORTH EDGE OF THE RUNWAY, 31.9 FEET NORTHEAST OF
 AW6641'THE NORTH 1 OF 4 BLUE LIGHTS AND 28.7 FEET NORTH OF THE WEST END
 AW6641'OF AN EXTENDED FOUNDATION FOR RUNWAY LIGHTS.
 AW6641'
 AW6641'TO REACH STA AP FROM THE DIAGONAL CROSSROAD AT THE STATION, GO IN
 AW6641'AS EASTERLY DIRECTION ON THE CONCRETE ROAD FOR 0.5 MILE TO A TAXI
 AW6641'STRIP AT THE WEST END OF RUNWAY.  TURN LEFT AND GO NORTH ALONG THE
 AW6641'WEST END OF THE TAXI STRIP FOR 0.2 MILE TO THE NORTH EDGE OF
 AW6641'RUNWAY AND AT A ROW OF RED AND BLUE LIGHTS AND THE MARK AS
 AW6641'DESCRIBED.
 AW6641'
 AW6641'R.M. 1 TO R.M. 2 = 133.40 FEET, (40.660 M).
 AW6641
 AW6641                          STATION RECOVERY (1968)
 AW6641
 AW6641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DLW)
 AW6641'LOCATED ON THE HOUSTON INTERCONTINENTAL AIRPORT, ABOUT 3,100 FEET
 AW6641'SOUTHWEST OF RUNWAY END 8, AND 1,600 FEET WEST OF RUNWAY END 14.
 AW6641'
 AW6641'TO REACH FROM THE INTERSECTION OF JOHN F. KENNEDY BLVD. AND GREEN
 AW6641'ROAD AT THE SOUTH EDGE OF THE HOUSTON INTERCONTINENTAL AIRPORT, GO
 AW6641'WEST ON GREEN ROAD FOR 1.6 MILE TO A CROSSROADS.  TURN RIGHT AND GO
 AW6641'NORTH FOR 1.05 MILE TO A CROSSROADS.  CONTINUE AHEAD FOR 1.3 MILE
 AW6641'TO A SIDEROAD ON THE RIGHT.  TURN RIGHT AND GO EAST, PASSING A
 AW6641'FUEL STORAGE AREA, AND GO 0.3 MILE TO A DIAGONAL CROSSROAD.
 AW6641'TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 AW6641'
 AW6641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.7 MILES WEST
 AW6641'OF HUMBLE.
 AW6641
 AW6641                          STATION RECOVERY (1973)
 AW6641
 AW6641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ALS)
 AW6641'STATION JET 1968, R.M. 1, AND R.M. 2 WERE RECOVERED IN GOOD
 AW6641'CONDITION.
 AW6641'
 AW6641'A NEW DESCRIPTION OF THE AZIMUTH MARK FOLLOWS--THE AZIMUTH MARK IS
 AW6641'A STANDARD TOPOGRAPHIC SURVEY STATION DISK STAMPED AP 1967 STA A,
 AW6641'AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT WHICH IS
 AW6641'TWO INCHES BELOW THE SURFACE.  THE MARK IS 75 FEET NORTH OF THE
 AW6641'NORTH EDGE OF THE EAST-WEST RUNWAY (8-26) 31.9 FEET NORTHEAST OF
 AW6641'THE NORTH ONE OF FOUR BLUE LIGHTS AND ON A LINE PERPENDICULAR TO
 AW6641'THE RUNWAY CENTER LINE AND BEGINNING AT THE RUNWAY END.
 AW6641'
 AW6641'TO REACH AP 1967 STA A FROM THE DIAGONAL CROSSROAD AT THE STATION,
 AW6641'GO IN AN EASTERLY DIRECTION ON THE CONCRETE ROAD FOR 0.5 MILES TO
 AW6641'A CONCRETE TAXIWAY AND RUN-UP AREA, TURN LEFT AND GO NORTH FOR 0.2
 AW6641'MILES TO THE RUNWAY END AND THE STATION.
 AW6641'
 AW6641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES ESE
 AW6641'OF WESTFIELD.
 AW6641
 AW6641                          STATION RECOVERY (1977)
 AW6641
 AW6641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH)
 AW6641'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AW6641'THE REFERENCE MARKS WERE NOT SEARCHED FOR.  THE TOPO STATION USED AS
 AW6641'AN AZIMUTH MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION - THE
 AW6641'CORRECT STAMPING IS AP 1967 STA A.
 AW6641'
 AW6641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES NORTH OF
 AW6641'DOWNTOWN HOUSTON.
 AW6641
 AW6641                          STATION RECOVERY (1979)
 AW6641
 AW6641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RPD)
 AW6641'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6641'RMS NOT SEARCHED FOR.
 AW6641'
 AW6641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILES SW OF
 AW6641'RWY 08, HOUSTON INTERCONT. AIRPORT.
 AW6641
 AW6641                          STATION RECOVERY (1982)
 AW6641
 AW6641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (ARB)
 AW6641'BROKEN CONCRETE POST WAS FOUND AT JUNCTION OF REFERENCES.  THE
 AW6641'UNDERGROUND MARK WAS NOT DUG UP.  REFERENCE MARKS WERE NOT FOUND.
 AW6641'
 AW6641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.7 MILES WEST
 AW6641'OF HUMBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4393 ***********************************************************************
 DG4393  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4393  DESIGNATION -  JGRIFFIN COOP CORS ARP
 DG4393  CORS_ID     -  JGS1
 DG4393  PID         -  DG4393
 DG4393  STATE/COUNTY-  TX/LIBERTY
 DG4393  USGS QUAD   -  DAYTON (1984)
 DG4393
 DG4393                         *CURRENT SURVEY CONTROL
 DG4393  ___________________________________________________________________
 DG4393* NAD 83(CORS)-  30 02 47.07757(N)    094 53 19.50349(W)     ADJUSTED  
 DG4393* NAVD 88     -                                                        
 DG4393  ___________________________________________________________________
 DG4393  EPOCH DATE  -        2002.00
 DG4393  X           -    -470,906.354 (meters)                     COMP
 DG4393  Y           -  -5,505,585.853 (meters)                     COMP
 DG4393  Z           -   3,174,831.383 (meters)                     COMP
 DG4393  ELLIP HEIGHT-           6.44  (meters)          (10/??/03) GPS OBS
 DG4393  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DG4393
 DG4393  HORZ ORDER  -  SPECIAL (CORS)
 DG4393  ELLP ORDER  -  SPECIAL (CORS)
 DG4393
 DG4393.ITRF positions are available for this station.
 DG4393.The coordinates were established by GPS observations
 DG4393.and adjusted by the National Geodetic Survey in October 2003..
 DG4393.The coordinates are valid at the epoch date displayed above.
 DG4393.The epoch date for horizontal control is a decimal equivalence
 DG4393.of Year/Month/Day.
 DG4393
 DG4393
 DG4393.The PID for the CORS L1 Phase Center is DG4394.
 DG4393
 DG4393.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4393
 DG4393.The ellipsoidal height was determined by GPS observations
 DG4393.and is referenced to NAD 83.
 DG4393
 DG4393.The geoid height was determined by GEOID03.
 DG4393
 DG4393;                    North         East     Units Scale Factor Converg.
 DG4393;SPC TX C     - 3,054,945.530 1,224,883.505   MT  1.00001950   +2 48 15.4
 DG4393;SPC TX C     -10,022,767.13  4,018,638.63   sFT  1.00001950   +2 48 15.4
 DG4393
 DG4393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4393!SPC TX C     -   0.99999899  x   1.00001950  =   1.00001849
 DG4393
 DG4393                          SUPERSEDED SURVEY CONTROL
 DG4393
 DG4393.No superseded survey control is available for this station.
 DG4393
 DG4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1790325431(NAD 83)
 DG4393_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG4393
 DG4393                          STATION DESCRIPTION
 DG4393
 DG4393'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DG4393'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4393'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4393'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4393'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4393'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4394 ***********************************************************************
 DG4394  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4394  DESIGNATION -  JGRIFFIN COOP CORS L1 PHASE CENTER
 DG4394  CORS_ID     -  JGS1
 DG4394  PID         -  DG4394
 DG4394  STATE/COUNTY-  TX/LIBERTY
 DG4394  USGS QUAD   -  DAYTON (1984)
 DG4394
 DG4394                         *CURRENT SURVEY CONTROL
 DG4394  ___________________________________________________________________
 DG4394* NAD 83(CORS)-  30 02 47.07765(N)    094 53 19.50344(W)     ADJUSTED  
 DG4394* NAVD 88     -                                                        
 DG4394  ___________________________________________________________________
 DG4394  EPOCH DATE  -        2002.00
 DG4394  X           -    -470,906.360 (meters)                     COMP
 DG4394  Y           -  -5,505,585.938 (meters)                     COMP
 DG4394  Z           -   3,174,831.435 (meters)                     COMP
 DG4394  ELLIP HEIGHT-           6.54  (meters)          (10/??/03) GPS OBS
 DG4394  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DG4394
 DG4394  HORZ ORDER  -  SPECIAL (CORS)
 DG4394  ELLP ORDER  -  SPECIAL (CORS)
 DG4394
 DG4394.ITRF positions are available for this station.
 DG4394.The coordinates were established by GPS observations
 DG4394.and adjusted by the National Geodetic Survey in October 2003..
 DG4394.The coordinates are valid at the epoch date displayed above.
 DG4394.The epoch date for horizontal control is a decimal equivalence
 DG4394.of Year/Month/Day.
 DG4394
 DG4394
 DG4394.The PID for the CORS ARP is DG4393.
 DG4394
 DG4394.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4394
 DG4394.The ellipsoidal height was determined by GPS observations
 DG4394.and is referenced to NAD 83.
 DG4394
 DG4394.The geoid height was determined by GEOID03.
 DG4394
 DG4394;                    North         East     Units Scale Factor Converg.
 DG4394;SPC TX C     - 3,054,945.532 1,224,883.506   MT  1.00001950   +2 48 15.4
 DG4394;SPC TX C     -10,022,767.13  4,018,638.64   sFT  1.00001950   +2 48 15.4
 DG4394
 DG4394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4394!SPC TX C     -   0.99999897  x   1.00001950  =   1.00001847
 DG4394
 DG4394                          SUPERSEDED SURVEY CONTROL
 DG4394
 DG4394.No superseded survey control is available for this station.
 DG4394
 DG4394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP1790325431(NAD 83)
 DG4394_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4394
 DG4394                          STATION DESCRIPTION
 DG4394
 DG4394'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4394'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4394'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4394'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4394'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4394'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2591 ***********************************************************************
 CS2591  DESIGNATION -  JIBA
 CS2591  PID         -  CS2591
 CS2591  STATE/COUNTY-  TX/KAUFMAN
 CS2591  USGS QUAD   -  KAUFMAN (1963)
 CS2591
 CS2591                         *CURRENT SURVEY CONTROL
 CS2591  ___________________________________________________________________
 CS2591* NAD 83(1993)-  32 31 33.62676(N)    096 16 21.10533(W)     ADJUSTED  
 CS2591* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 CS2591  ___________________________________________________________________
 CS2591  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CS2591  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS2591
 CS2591  HORZ ORDER  -  SECOND
 CS2591
 CS2591.The horizontal coordinates were established by classical geodetic methods
 CS2591.and adjusted by the National Geodetic Survey in February 1996..
 CS2591
 CS2591.The orthometric height was scaled from a topographic map.
 CS2591
 CS2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2591
 CS2591.The geoid height was determined by GEOID03.
 CS2591
 CS2591;                    North         East     Units Scale Factor Converg.
 CS2591;SPC TXNC     - 2,097,511.208   809,236.628   MT  0.99991441   +1 12 53.5
 CS2591;SPC TXNC     - 6,881,584.69  2,654,970.50   sFT  0.99991441   +1 12 53.5
 CS2591;UTM  14      - 3,602,022.163   756,183.694   MT  1.00040938   +1 28 02.3
 CS2591
 CS2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2591!SPC TXNC     -   0.99998420  x   0.99991441  =   0.99989861
 CS2591!UTM  14      -   0.99998420  x   1.00040938  =   1.00039357
 CS2591
 CS2591|---------------------------------------------------------------------|
 CS2591| PID    Reference Object                     Distance      Geod. Az  |
 CS2591|                                                           dddmmss.s |
 CS2591| CY1325 JIBA RM 1                            34.610 METERS 07108     |
 CS2591| CY1326 JIBA RM 2                            35.448 METERS 15714     |
 CS2591| CY1324 JIBA AZ MK                                         3385252.9 |
 CS2591| CS2588 KAUFMAN MUNICIPAL TANK              APPROX. 7.6 KM 3403855.6 |
 CS2591|---------------------------------------------------------------------|
 CS2591
 CS2591                          SUPERSEDED SURVEY CONTROL
 CS2591
 CS2591  NAD 83(1986)-  32 31 33.63431(N)    096 16 21.08944(W) AD(       ) 2
 CS2591  NAD 27      -  32 31 33.14100(N)    096 16 20.16700(W) AD(       ) 2
 CS2591
 CS2591.Superseded values are not recommended for survey control.
 CS2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2591.See file dsdata.txt to determine how the superseded data were derived.
 CS2591
 CS2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5618402022(NAD 83)
 CS2591_MARKER: DS = TRIANGULATION STATION DISK
 CS2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2591
 CS2591  HISTORY     - Date     Condition        Report By
 CS2591  HISTORY     - 1947     MONUMENTED       CGS
 CS2591  HISTORY     - 1949     GOOD             CGS
 CS2591  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS2591
 CS2591                          STATION DESCRIPTION
 CS2591
 CS2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2591'THE STATION IS LOCATED ALONG U.S. HIGHWAY 175, ABOUT 5 MILES
 CS2591'SOUTH-SOUTHEAST OF KAUFMAN AND 7 MILES EAST OF SCURRY.  IT
 CS2591'IS SITUATED ON TOP OF ROAD SHOULDER, 55 FEET WEST OF CENTER
 CS2591'OF THE HIGHWAY AND IS WITNESSED BY A REFERENCE POST.  THE
 CS2591'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 CS2591'JIBA 1947.
 CS2591'
 CS2591'REFERENCE MARK NO. 1 IS LOCATED ACROSS THE HIGHWAY FROM STATION,
 CS2591'45 FEET EAST OF CENTER OF HIGHWAY.  IT IS STAMPED JIBA NO 1
 CS2591'1947 AND PROJECTS 6 INCHES.
 CS2591'
 CS2591'REFERENCE MARK NO. 2 IS ON THE WEST ROAD SHOULDER, 55 FEET
 CS2591'WEST OF CENTER OF HIGHWAY.  IT IS STAMPED JIBA NO 2 1947
 CS2591'AND PROJECTS 6 INCHES.
 CS2591'
 CS2591'THE AZIMUTH MARK IS LOCATED 0.7 MILE NORTH-NORTHWEST OF
 CS2591'STATION, 60 FEET EAST OF CENTER OF THE HIGHWAY, 3 FEET SOUTH
 CS2591'OF A WITNESS POST AND 4 FEET WEST OF A CULTIVATED FIELD.  IT
 CS2591'IS STAMPED JIBA 1947 AND PROJECTS 4 INCHES.
 CS2591'
 CS2591'TO REACH THE STATION FROM THE COURT HOUSE IN KAUFMAN, GO
 CS2591'SOUTHERLY ON U.S. HIGHWAY 175 AND STATE ROUTE 34 FOR 1.0
 CS2591'MILE TO JUNCTION.  THENCE KEEP LEFT ON U.S. HIGHWAY 175 AND
 CS2591'GO 3.3 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 CS2591'SOUTHERLY FOR 0.7 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS2591'
 CS2591'AN 87 FOOT SIGNAL AT COTTONWOOD IS VISIBLE FROM THE GROUND.
 CS2591'
 CS2591'A 74 FOOT SIGNAL AT SCURRY IS VISIBLE AT 37 FEET.
 CS2591'
 CS2591'AN 87 FOOT SIGNAL AT CREEKS IS VISIBLE FROM THE GROUND.
 CS2591'
 CS2591'AN 87 FOOT SIGNAL AT KAUFMAN IS VISIBLE FROM THE GROUND.
 CS2591'
 CS2591'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS2591
 CS2591                          STATION RECOVERY (1949)
 CS2591
 CS2591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2591'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CS2591'TO BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 CS2591'DISTANCE TO REFERENCE MARK NO. 1 AND IN THE DIRECTION TO
 CS2591'REFERENCE MARK NO. 2.  A CHECK RUN WAS MADE AND THE RESULTS
 CS2591'MEANED.
 CS2591'
 CS2591'A 100 FOOT SIGNAL AT STATION KAUFMAN 1947 IS VISIBLE FROM
 CS2591'THE GROUND.
 CS2591'
 CS2591'AN 87 FOOT SIGNAL AT STATION COTTONWOOD 1947 IS VISIBLE
 CS2591'FROM THE GROUND.
 CS2591'
 CS2591'AN 87 FOOT SIGNAL AT STATION KINGS IS VISIBLE AT 10 FEET.
 CS2591
 CS2591                          STATION RECOVERY (1961)
 CS2591
 CS2591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS2591'STATION HAS NOT BEEN RECOVERED.  THIS MARK HAS PROBABLY BEEN
 CS2591'DESTROYED BY NEW HIGHWAY CONSTRUCTION.  R.M. 1 HAS BEEN
 CS2591'DESTROYED.  R.M. 2 HAS NOT BEEN FOUND.  AZIMUTH MARK WAS NOT
 CS2591'VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0459 ***********************************************************************
 CA0459  DESIGNATION -  JIM
 CA0459  PID         -  CA0459
 CA0459  STATE/COUNTY-  TX/BROWN
 CA0459  USGS QUAD   -  THRIFTY (1977)
 CA0459
 CA0459                         *CURRENT SURVEY CONTROL
 CA0459  ___________________________________________________________________
 CA0459* NAD 83(1993)-  31 52 24.96055(N)    099 10 43.77605(W)     ADJUSTED  
 CA0459* NAVD 88     -       477.575  (meters)    1566.84   (feet)  ADJUSTED  
 CA0459  ___________________________________________________________________
 CA0459  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 CA0459  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CA0459  DYNAMIC HT  -         476.952 (meters)    1564.80  (feet)  COMP
 CA0459  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 CA0459
 CA0459  HORZ ORDER  -  SECOND
 CA0459  VERT ORDER  -  SECOND    CLASS 0
 CA0459
 CA0459.The horizontal coordinates were established by classical geodetic methods
 CA0459.and adjusted by the National Geodetic Survey in February 1996..
 CA0459
 CA0459.The orthometric height was determined by differential leveling
 CA0459.and adjusted by the National Geodetic Survey in June 1991..
 CA0459
 CA0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA0459
 CA0459.The geoid height was determined by GEOID03.
 CA0459
 CA0459.The dynamic height is computed by dividing the NAVD 88
 CA0459.geopotential number by the normal gravity value computed on the
 CA0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0459.degrees latitude (g = 980.6199 gals.).
 CA0459
 CA0459.The modeled gravity was interpolated from observed gravity values.
 CA0459
 CA0459;                    North         East     Units Scale Factor Converg.
 CA0459;SPC TX C     - 3,245,227.915   809,240.111   MT  0.99999740   +0 35 40.7
 CA0459;SPC TX C     -10,647,051.92  2,654,981.93   sFT  0.99999740   +0 35 40.7
 CA0459;SPC TXNC     - 2,023,155.679   535,762.869   MT  1.00008205   -0 22 12.8
 CA0459;SPC TXNC     - 6,637,636.59  1,757,748.68   sFT  1.00008205   -0 22 12.8
 CA0459;UTM  14      - 3,526,439.302   483,085.721   MT  0.99960353   -0 05 39.9
 CA0459
 CA0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA0459!SPC TX C     -   0.99992913  x   0.99999740  =   0.99992653
 CA0459!SPC TXNC     -   0.99992913  x   1.00008205  =   1.00001118
 CA0459!UTM  14      -   0.99992913  x   0.99960353  =   0.99953269
 CA0459
 CA0459|---------------------------------------------------------------------|
 CA0459| PID    Reference Object                     Distance      Geod. Az  |
 CA0459|                                                           dddmmss.s |
 CA0459| CA0460 JIM RM 1                             26.490 METERS 14717     |
 CA0459| CV5290 JIM AZ MK                                          1791342.0 |
 CA0459| CA0458 JIM RM 2                             23.685 METERS 23857     |
 CA0459|---------------------------------------------------------------------|
 CA0459
 CA0459                          SUPERSEDED SURVEY CONTROL
 CA0459
 CA0459  NAD 83(1986)-  31 52 24.96939(N)    099 10 43.76263(W) AD(       ) 2
 CA0459  NAD 27      -  31 52 24.43700(N)    099 10 42.55400(W) AD(       ) 2
 CA0459  NGVD 29 (??/??/92)  477.463  (m)         1566.48   (f) ADJ UNCH    2 0
 CA0459
 CA0459.Superseded values are not recommended for survey control.
 CA0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0459.See file dsdata.txt to determine how the superseded data were derived.
 CA0459
 CA0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA8308626439(NAD 83)
 CA0459_MARKER: DS = TRIANGULATION STATION DISK
 CA0459_SETTING: 0 = UNSPECIFIED SETTING
 CA0459_STAMPING: JIM 1944
 CA0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0459
 CA0459  HISTORY     - Date     Condition        Report By
 CA0459  HISTORY     - 1944     MONUMENTED       CGS
 CA0459  HISTORY     - 1969     GOOD             USGS
 CA0459
 CA0459                          STATION DESCRIPTION
 CA0459
 CA0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CA0459'STATION IS LOCATED ABOUT 16.0 MILES NW OF BROWNWOOD, 5.5 MILES
 CA0459'NW OF THRIFTY POST OFFICE, AND 1.75 MILES WSW OF GROSVENOR,
 CA0459'ON THE SW SIDE OF THE CEMETERY.  IT IS 52 FEET NW OF THE MAIN
 CA0459'GATE INTO THE CEMETERY, 46 FEET E OF THE CENTER LINE OF THE
 CA0459'GRADED DIRT ROAD, 49 FEET SE OF THE FENCE CORNER, AND 4 FEET
 CA0459'SSW OF THE FENCE LINE.  IT IS STAMPED JIM 1944 AND PROJECTS
 CA0459'ABOUT 8 INCHES.
 CA0459'
 CA0459'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CA0459'DISKS SET IN CONCRETE.
 CA0459'
 CA0459'REFERENCE MARK 1 IS SSE OF THE STATION, 50 FEET S OF THE MAIN
 CA0459'GATE TO THE CEMETERY, 45 FEET E OF THE CENTER LINE OF THE GRADED
 CA0459'DIRT ROAD, AND 1 FOOT NW OF THE FENCE LINE.  IT IS STAMPED
 CA0459'JIM NO 1 1944 AND PROJECTS ABOUT 8 INCHES.
 CA0459'
 CA0459'REFERENCE MARK 2 IS W OF THE STATION, 32 FEET W OF THE CENTER
 CA0459'LINE OF THE DIRT ROAD, AND 1 FOOT E OF THE FENCE LINE.  IT
 CA0459'IS STAMPED JIM NO 2 1944 AND PROJECTS ABOUT 4 INCHES.
 CA0459'
 CA0459'AZIMUTH MARK IS ABOUT 0.2 MILE S OF THE STATION, 25 FEET
 CA0459'E OF THE CENTER LINE OF THE GRADED DIRT ROAD, AND 1 FOOT
 CA0459'W OF THE FENCE LINE.  IT IS STAMPED JIM 1944 AND PROJECTS
 CA0459'ABOUT 6 INCHES.  TO REACH FROM THE STATION, GO S ON GRADED
 CA0459'DIRT ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 CA0459'
 CA0459'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 67
 CA0459'AND 283 IN THE N EDGE OF BROWNWOOD, GO W ON U.S. HIGHWAY
 CA0459'67 FOR 0.75 MILE TO THE JUNCTION WITH STATE HIGHWAY 279 RIGHT,
 CA0459'TURN RIGHT AND FOLLOW HIGHWAY 279 NE FOR 14.55 MILES TO A
 CA0459'POINT WHERE HIGHWAY 279 TURNS RIGHT AND A GRADED DIRT ROAD
 CA0459'CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON GRADED
 CA0459'DIRT ROAD FOR 0.85 MILE TO A T-ROAD LEFT, TURN LEFT AND FOLLOW
 CA0459'MAIN ROAD IN A W DIRECTION FOR 1.9 MILES TO BYRDS STORE IN
 CA0459'GROSVENOR.  CONTINUE W ON MAIN ROAD FOR 0.9 MILE TO A FORK.
 CA0459'BEAR LEFT CROSSING A SMALL BRIDGE AND CONTINUE W ON GRADED
 CA0459'DIRT ROAD FOR 0.75 MILE TO A FORK AT CEMETERY ON THE LEFT.
 CA0459'BEAR LEFT AROUND THE W SIDE OF THE CEMETERY FOR 0.1 MILE
 CA0459'TO THE STATION ON THE LEFT.
 CA0459'
 CA0459'OBSERVATIONS MADE FROM A 37-FOOT TOWER.
 CA0459'
 CA0459'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CA0459
 CA0459                          STATION RECOVERY (1969)
 CA0459
 CA0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0459'1.7 MI W FROM GROSVENOR.
 CA0459'0.9 MILES WEST ALONG A COUNTY GRADED ROAD FROM THE GRAMMAR SCHOOL AT
 CA0459'GROSVENOR TO FORK, BEAR LEFT CROSSING A SMALL BRIDGE AND GO 0.75 MILE
 CA0459'TO ANOTHER FORK, THENCE LEFT 0.1 MILE TO GRAVEYARD AND MARK.  MARK IS
 CA0459'52 FEET NORTHWEST OF MAIN GATE INTO CEMETERY, 46 FEET EAST OF CENTER
 CA0459'OF GRADED ROAD, AND 4 FEET SOUTH-SOUTHWEST OF FENCE LINE.  A STANDARD
 CA0459'TRIANGULATION STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1193 ***********************************************************************
 AJ1193  CBN         -  This is a Cooperative Base Network Control Station.
 AJ1193  DESIGNATION -  JIM
 AJ1193  PID         -  AJ1193
 AJ1193  STATE/COUNTY-  TX/JIM WELLS
 AJ1193  USGS QUAD   -  ALICE SOUTH (1963)
 AJ1193
 AJ1193                         *CURRENT SURVEY CONTROL
 AJ1193  ___________________________________________________________________
 AJ1193* NAD 83(1993)-  27 41 50.71238(N)    098 04 05.15752(W)     ADJUSTED  
 AJ1193* NAVD 88     -        59.2    (meters)     194.     (feet)  GPS OBS   
 AJ1193  ___________________________________________________________________
 AJ1193  X           -    -793,175.715 (meters)                     COMP
 AJ1193  Y           -  -5,595,474.649 (meters)                     COMP
 AJ1193  Z           -   2,946,873.001 (meters)                     COMP
 AJ1193  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AJ1193  ELLIP HEIGHT-          32.85  (meters)          (10/24/00) GPS OBS
 AJ1193  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AJ1193
 AJ1193  HORZ ORDER  -  B
 AJ1193  ELLP ORDER  -  FOURTH    CLASS II
 AJ1193
 AJ1193.The horizontal coordinates were established by GPS observations
 AJ1193.and adjusted by the National Geodetic Survey in May 1994..
 AJ1193
 AJ1193.The orthometric height was determined by GPS observations and a
 AJ1193.high-resolution geoid model.
 AJ1193
 AJ1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1193
 AJ1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1193
 AJ1193.The ellipsoidal height was determined by GPS observations
 AJ1193.and is referenced to NAD 83.
 AJ1193
 AJ1193.The geoid height was determined by GEOID03.
 AJ1193
 AJ1193;                    North         East     Units Scale Factor Converg.
 AJ1193;SPC TX S     - 5,225,069.025   342,599.203   MT  0.99996841   +0 11 45.9
 AJ1193;SPC TX S     -17,142,580.63  1,124,010.89   sFT  0.99996841   +0 11 45.9
 AJ1193;UTM  14      - 3,064,032.117   591,883.807   MT  0.99970421   +0 25 59.4
 AJ1193
 AJ1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1193!SPC TX S     -   0.99999484  x   0.99996841  =   0.99996325
 AJ1193!UTM  14      -   0.99999484  x   0.99970421  =   0.99969905
 AJ1193
 AJ1193|---------------------------------------------------------------------|
 AJ1193| PID    Reference Object                     Distance      Geod. Az  |
 AJ1193|                                                           dddmmss.s |
 AJ1193| CV3356 JIM RM 1                             21.028 METERS 08940     |
 AJ1193| CV3358 JIM RM 3                                           0894632.5 |
 AJ1193| CV3357 JIM RM 2                             33.484 METERS 20746     |
 AJ1193| CV3355 JIM AZ MK                                          2703846.6 |
 AJ1193| AJ1210 ALICE ELEVATOR INC GRAIN ELEV       APPROX. 2.1 KM 3365158.8 |
 AJ1193| AJ1185 ALICE NEW MUNICIPAL TANK            APPROX. 7.3 KM 3565716.6 |
 AJ1193| AJ1208 ALICE SOUTH MUNICIPAL TANK          APPROX. 5.2 KM 3572214.6 |
 AJ1193|---------------------------------------------------------------------|
 AJ1193
 AJ1193                          SUPERSEDED SURVEY CONTROL
 AJ1193
 AJ1193  ELLIP H (05/09/94)   33.00   (m)                       GP(       ) 4 2
 AJ1193  NAD 83(1986)-  27 41 50.71917(N)    098 04 05.13528(W) AD(       ) 2
 AJ1193  NAD 27      -  27 41 49.61500(N)    098 04 04.12690(W) AD(       ) 2
 AJ1193
 AJ1193.Superseded values are not recommended for survey control.
 AJ1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1193.See file dsdata.txt to determine how the superseded data were derived.
 AJ1193
 AJ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9188464032(NAD 83)
 AJ1193_MARKER: DS = TRIANGULATION STATION DISK
 AJ1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1193_SP_SET: CONCRETE POST
 AJ1193_STAMPING: JIM 1961
 AJ1193_MARK LOGO: CGS   
 AJ1193_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1193+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1993
 AJ1193
 AJ1193  HISTORY     - Date     Condition        Report By
 AJ1193  HISTORY     - 1961     MONUMENTED       CGS
 AJ1193  HISTORY     - 1961     GOOD             CGS
 AJ1193  HISTORY     - 1974     GOOD             NGS
 AJ1193  HISTORY     - 1990     GOOD             USPSQD
 AJ1193  HISTORY     - 19930316 GOOD             TXHD
 AJ1193
 AJ1193                          STATION DESCRIPTION
 AJ1193
 AJ1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AJ1193'THE STATION IS APPROXIMATELY 3-3/4 MILES SOUTH AND 1/2 MILE EAST
 AJ1193'OF ALICE, 3-1/2 MILES NORTH AND 1 MILE EAST OF BEN BOLT, ON THE
 AJ1193'SOUTH RIGHT-OF-WAY OF FARM ROAD 1930.
 AJ1193'
 AJ1193'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AJ1193'AND FARM ROAD 2508 IN BEN BOLT, GO NORTH ON HIGHWAY 281 FOR
 AJ1193'3.5 MILES TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK ON
 AJ1193'THE LEFT.  TURN RIGHT, EAST, ON FARM ROAD 1930 FOR 0.6 MILE
 AJ1193'TO A SIDE ROAD ON THE RIGHT (COUNTY ROAD 133) AND THE STATION
 AJ1193'IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 AJ1193'
 AJ1193'STATION MARKS ARE STANDARD DISKS STAMPED JIM 1961.  THE SURFACE
 AJ1193'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 AJ1193'SURFACE OF THE GROUND.  IT IS 93 FEET EAST OF THE CENTER OF
 AJ1193'COUNTY ROAD 133, 39 FEET SOUTH OF THE CENTER OF FARM ROAD 1930,
 AJ1193'21 FEET SOUTH OF THE SOUTH END OF TWO CONCRETE CULVERTS, 5
 AJ1193'FEET EAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 AJ1193'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AJ1193'40 INCHES BELOW THE SURFACE OF THE GROUND.
 AJ1193'
 AJ1193'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JIM NO 1 1961,
 AJ1193'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AJ1193'IT IS 39 FEET SOUTH OF THE CENTER OF FARM ROAD 1930, 4 FEET WEST
 AJ1193'OF A METAL WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 AJ1193'
 AJ1193'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JIM NO 2 1961,
 AJ1193'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 AJ1193'IS 40 FEET EAST OF THE CENTER OF COUNTY ROAD 133, 3.8 FEET
 AJ1193'NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 AJ1193'
 AJ1193'AZIMUTH MARK, A STANDARD DISK STAMPED JIM 1961, IS SET IN A
 AJ1193'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 76 FEET
 AJ1193'WEST OF THE CENTER OF HIGHWAY 281, 23.6 FEET NORTH OF A POWER
 AJ1193'POLE, 16 FEET SOUTH OF A POWER POLE, 1.8 FEET SOUTH OF A
 AJ1193'METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.
 AJ1193'
 AJ1193'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AJ1193
 AJ1193                          STATION RECOVERY (1961)
 AJ1193
 AJ1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 AJ1193'RECOVERED IN GOOD CONDITION.
 AJ1193
 AJ1193                          STATION RECOVERY (1974)
 AJ1193
 AJ1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AJ1193'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 AJ1193'CONDITION.
 AJ1193'
 AJ1193'THE AZIMUTH MARK 1961 WILL BE DESTROYED BY ROAD CONSTRUCTION, A NEW
 AJ1193'AZIMUTH MARK R.M. NO. 3 AZ. WAS ESTABLISHED AT THIS TIME.
 AJ1193'
 AJ1193'THE DISTANCE AND THE DIRECTION TO THE REFERENCE MARKS WERE
 AJ1193'VERIFIED.
 AJ1193'
 AJ1193'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 AJ1193'
 AJ1193'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF ALICE, ABOUT 0.6 MILE
 AJ1193'EAST OF U.S. HIGHWAY 281 AND ON THE SOUTH RIGHT-OF-WAY OF FARM ROAD
 AJ1193'1930.
 AJ1193'
 AJ1193'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 281 AND
 AJ1193'STATE HIGHWAYS 44 AND 359, WHICH IS LOCATED AT THE SOUTH EDGE OF
 AJ1193'ALICE, GO SOUTH ON U.S. HIGHWAY 281 FOR 3.25 MILES TO THE JUNCTION
 AJ1193'OF FARM ROAD 1930 ON THE LEFT.  TURN LEFT AND GO EASTERLY ON FARM
 AJ1193'ROAD 1930 FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT AND STATION ON
 AJ1193'THE RIGHT.
 AJ1193'
 AJ1193'STATION IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE POST,
 AJ1193'THAT IS FLUSH WITH THE GROUND AND IS STAMPED JIM 1961.  IT IS 93
 AJ1193'FEET EAST OF THE CENTER OF FARM ROAD 133, 39 FEET SOUTH OF THE
 AJ1193'CENTER OF FARM ROAD 1930, 52 FEET EAST OF A HI-LINE POLE, 50 FEET
 AJ1193'EAST OF A FENCE-CORNER, 29 FEET EAST OF THE EAST END OF A WIRE-GATE,
 AJ1193'5 FEET EAST OF A METAL WITNESS POST AND 1-FOOT NORTH OF THE
 AJ1193'FENCE-LINE.
 AJ1193'
 AJ1193'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AJ1193'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED JIM NO 1
 AJ1193'1961.  IT IS 39 FEET SOUTH OF THE CENTER-LINE OF ROAD, 4 FEET WEST
 AJ1193'OF A METAL WITNESS POST, AND 1-FOOT NORTH OF THE FENCE-LINE.
 AJ1193'
 AJ1193'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 AJ1193'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED JIM NO 2
 AJ1193'1961.  IT IS 95 FEET SOUTH OF A FENCE-CORNER, 40 FEET EAST OF THE
 AJ1193'CENTER-LINE OF ROAD, 3.8 FEET NORTH OF A METAL WITNESS POST AND
 AJ1193'1-FOOT WEST OF THE FENCE-LINE.
 AJ1193'
 AJ1193'REFERENCE MARK NO. 3 AZI. MK. IS A STANDARD DISK, SET IN THE TOP OF A
 AJ1193'ROUND CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED
 AJ1193'JIM 1961 NO 3 1974 AZ.  IT IS 39 FEET SOUTH OF THE CENTER-LINE OF
 AJ1193'ROAD, 2 FEET NORTH OF A HI-LINE POLE, 2 FEET EAST OF A METAL
 AJ1193'WITNESS POST AND 1-FOOT NORTH OF THE FENCE-LINE.
 AJ1193'
 AJ1193'TO REACH R.M. NO. 3 AZI. 1974 FROM THE STATION, GO EAST ON FARM ROAD
 AJ1193'1930 FOR 0.4 MILE TO MARK ON THE RIGHT.
 AJ1193'
 AJ1193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ALICE 4-MILES
 AJ1193'SOUTH.
 AJ1193
 AJ1193                          STATION RECOVERY (1990)
 AJ1193
 AJ1193'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ1193'RECOVERED IN GOOD CONDITION.
 AJ1193
 AJ1193                          STATION RECOVERY (1993)
 AJ1193
 AJ1193'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1993
 AJ1193'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH OF ALICE, 6.0 KM
 AJ1193'(3.70 MI) NORTH OF BEN BOLT, IN FM 1930 RIGHT-OF-WAY.
 AJ1193'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 AJ1193'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 281 AND STATE HIGHWAYS
 AJ1193'44 AND 359 JUST WEST OF ALICE, GO SOUTH ON HIGHWAY 281 FOR 5.8 KM
 AJ1193'(3.60 MI) TO THE JUNCTION OF FM 1930.  TURN LEFT, EAST, ON FM 1930
 AJ1193'FOR 1.0 KM (0.60 MI) TO A PAVED ROAD TO THE RIGHT AND THE STATION ON
 AJ1193'THE RIGHT IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 AJ1193'STATION IS 11.9 M (39.0 FT) SOUTH FROM THE CENTER OF FM 1930, 28.0 M
 AJ1193'(91.9 FT) EAST OF A PAVED ROAD, 0.3 M (1.0 FT) NORTH OF A FENCE, 0.3
 AJ1193'M (1.0 FT) NORTH OF A METAL WITNESS POST AND IS FLUSH WITH THE
 AJ1193'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2073 ***********************************************************************
 AN2073  DESIGNATION -  JIM
 AN2073  PID         -  AN2073
 AN2073  STATE/COUNTY-  TX/GOLIAD
 AN2073  USGS QUAD   -  LIVE OAK LAKE (1987)
 AN2073
 AN2073                         *CURRENT SURVEY CONTROL
 AN2073  ___________________________________________________________________
 AN2073* NAD 83(1993)-  28 36 40.67526(N)    097 17 32.37094(W)     ADJUSTED  
 AN2073* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 AN2073  ___________________________________________________________________
 AN2073  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AN2073  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN2073
 AN2073  HORZ ORDER  -  THIRD
 AN2073
 AN2073.The horizontal coordinates were established by classical geodetic methods
 AN2073.and adjusted by the National Geodetic Survey in February 1996..
 AN2073
 AN2073.The orthometric height was scaled from a topographic map.
 AN2073
 AN2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2073
 AN2073.The geoid height was determined by GEOID03.
 AN2073
 AN2073;                    North         East     Units Scale Factor Converg.
 AN2073;SPC TXSC     - 4,087,440.705   766,997.087   MT  0.99994238   +0 50 11.8
 AN2073;SPC TXSC     -13,410,211.71  2,516,389.61   sFT  0.99994238   +0 50 11.8
 AN2073;UTM  14      - 3,166,113.762   666,959.320   MT  0.99994402   +0 49 04.6
 AN2073
 AN2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2073!SPC TXSC     -   0.99999692  x   0.99994238  =   0.99993930
 AN2073!UTM  14      -   0.99999692  x   0.99994402  =   0.99994094
 AN2073
 AN2073|---------------------------------------------------------------------|
 AN2073| PID    Reference Object                     Distance      Geod. Az  |
 AN2073|                                                           dddmmss.s |
 AN2073| AN2074 JIM 2                                20.643 METERS 00306     |
 AN2073| CV5291 JIM RM 1                             25.669 METERS 17428     |
 AN2073| CV5292 JIM RM 2                             20.093 METERS 25606     |
 AN2073| AN0925 B 862                               435.178 METERS 2751425.3 |
 AN2073| AN2075 B 862 RESET                         439.204 METERS 2774400.4 |
 AN2073| AN2077 GOLIAD MUNICIPAL STANDPIPE          APPROX.11.9 KM 3041249.7 |
 AN2073|---------------------------------------------------------------------|
 AN2073
 AN2073                          SUPERSEDED SURVEY CONTROL
 AN2073
 AN2073  NAD 83(1986)-  28 36 40.68277(N)    097 17 32.35440(W) AD(       ) 3
 AN2073  NAD 27      -  28 36 39.69600(N)    097 17 31.38600(W) AD(       ) 3
 AN2073
 AN2073.Superseded values are not recommended for survey control.
 AN2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2073.See file dsdata.txt to determine how the superseded data were derived.
 AN2073
 AN2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6695966114(NAD 83)
 AN2073_MARKER: DS = TRIANGULATION STATION DISK
 AN2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2073
 AN2073  HISTORY     - Date     Condition        Report By
 AN2073  HISTORY     - 1952     MONUMENTED       CGS
 AN2073  HISTORY     - 1969     SEE DESCRIPTION  CGS
 AN2073
 AN2073                          STATION DESCRIPTION
 AN2073
 AN2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2073'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF FANNIN.  6
 AN2073'MILES SOUTHEAST OF GOLIAD.  AND IS ON THE PROPERTY OF MR.
 AN2073'JIM O CONNOR.
 AN2073'
 AN2073'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 183 AND U.S. HIGHWAY
 AN2073'59 IN GOLIAD, GO SOUTH ON U.S. HIGHWAY 183 FOR 2.25 MILES
 AN2073'TO A CROSSROAD.  TURN LEFT, EAST, AND GO ON THE MAIN TRAVELED
 AN2073'ROAD EASTERLY FOR 6.35 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 AN2073'SOUTH SIDE OF ROAD.  CONTINUE STRAIGHT AHEAD ON THE MAIN
 AN2073'ROAD FOR 0.3 MILE TO A CATTLE GUARD AND THE STATION SITE
 AN2073'ON THE RIGHT, SOUTH SIDE OF ROAD.
 AN2073'
 AN2073'THE STATION MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 AN2073'SET IN THE TOPS OF CONCRETE POSTS.
 AN2073'
 AN2073'THE STATION MARK IS STAMPED JIM 1952, AND IS SET FLUSH WITH
 AN2073'THE SURFACE OF THE GROUND.  THE MARK IS LOCATED 37 FEET
 AN2073'SOUTH-SOUTHWEST OF THE SOUTH END OF A CATTLE GUARD.  18
 AN2073'FEET SOUTHWEST OF A FENCE CORNER.  AND 10 FEET NORTHWEST
 AN2073'OF A WHITE WITNESS POST WHICH IS SET IN A FENCE LINE.
 AN2073'
 AN2073'REFERENCE MARK NO. 1 IS STAMPED JIM NO 1 1952, AND IT PROJECTS
 AN2073'6 INCHES.  THE MARK IS LOCATED 1 FOOT NORTHWEST OF A FENCE
 AN2073'LINE.
 AN2073'
 AN2073'REFERENCE MARK NO. 2 IS STAMPED JIM NO 2 1952, AND IT PROJECTS
 AN2073'6 INCHES.  THE MARK IS LOCATED 80 FEET SOUTHWEST OF THE CENTER
 AN2073'OF A GRADED ROAD, AND 70 FEET NORTHWEST OF A FENCE LINE.
 AN2073'
 AN2073'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK SET IN THE
 AN2073'TOP OF A CONCRETE POST.  THE MARK IS STAMPED B862 1943, AND
 AN2073'IT PROJECTS 6 INCHES.  THE MARK IS LOCATED 0.25 MILE WEST
 AN2073'OF THE STATION.  35 FEET SOUTH OF THE CENTER OF A GRADED
 AN2073'ROAD.  AND 1 FOOT SOUTHWEST OF A WHITE WITNESS POST.
 AN2073'
 AN2073'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 AN2073
 AN2073                          STATION RECOVERY (1969)
 AN2073
 AN2073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2073'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND AZIMUTH
 AN2073'MARK (BM B 862) WERE FOUND TO BE IN GOOD CONDITION.  DUE
 AN2073'TO ROAD IMPROVEMENTS STATION MARK, REFERENCE MARK NO. 2
 AN2073'AND AZIMUTH MARK WERE DESTROYED TO CLEAR AREA FOR ROAD
 AN2073'CONSTRUCTION.
 AN2073'
 AN2073'A NEW STATION, JIM 2, WAS ESTABLISHED BY TRAVERSE AND ANGLE
 AN2073'FROM AZIMUTH MARK, DISTANCE BEING 20.643 METERS (67.73 FEET)
 AN2073'NORTH FROM STATION JIM.
 AN2073'
 AN2073'JIM SUB-STATION MARK WAS LEFT INTACT.  IT WILL BE UNDER THE
 AN2073'NEW ROAD.  REFERENCE MARK NO. 1 WAS CLEAR OF THE ROAD CONSTRUCTION
 AN2073'AND IT WILL SERVE AS A REFERENCE MARK FOR JIM 2.
 AN2073'
 AN2073'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 AN2073'SOUTHEAST OF GOLIAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1073 ***********************************************************************
 CT1073  DESIGNATION -  JIM
 CT1073  PID         -  CT1073
 CT1073  STATE/COUNTY-  TX/COLEMAN
 CT1073  USGS QUAD   -  CROOKED CREEK (1987)
 CT1073
 CT1073                         *CURRENT SURVEY CONTROL
 CT1073  ___________________________________________________________________
 CT1073* NAD 83(1993)-  32 00 36.20011(N)    099 25 07.90341(W)     ADJUSTED  
 CT1073* NAVD 88     -       535.     (meters)    1755.     (feet)  SCALED    
 CT1073  ___________________________________________________________________
 CT1073  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 CT1073  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CT1073
 CT1073  HORZ ORDER  -  THIRD
 CT1073
 CT1073.The horizontal coordinates were established by classical geodetic methods
 CT1073.and adjusted by the National Geodetic Survey in February 1996..
 CT1073
 CT1073.The orthometric height was scaled from a topographic map.
 CT1073
 CT1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1073
 CT1073.The geoid height was determined by GEOID03.
 CT1073
 CT1073;                    North         East     Units Scale Factor Converg.
 CT1073;SPC TX C     - 3,260,147.408   786,404.012   MT  1.00003650   +0 28 15.6
 CT1073;SPC TX C     -10,696,000.29  2,580,060.50   sFT  1.00003650   +0 28 15.6
 CT1073;SPC TXNC     - 2,038,459.682   513,181.259   MT  1.00003642   -0 30 04.1
 CT1073;SPC TXNC     - 6,687,846.47  1,683,662.18   sFT  1.00003642   -0 30 04.1
 CT1073;UTM  14      - 3,541,626.929   460,440.403   MT  0.99961930   -0 13 19.3
 CT1073
 CT1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1073!SPC TX C     -   0.99992013  x   1.00003650  =   0.99995663
 CT1073!SPC TXNC     -   0.99992013  x   1.00003642  =   0.99995655
 CT1073!UTM  14      -   0.99992013  x   0.99961930  =   0.99953946
 CT1073
 CT1073|---------------------------------------------------------------------|
 CT1073| PID    Reference Object                     Distance      Geod. Az  |
 CT1073|                                                           dddmmss.s |
 CT1073| CX8405 JIM RM 1                             14.886 METERS 10931     |
 CT1073| CA1080 COLEMAN SW ST TEL CO MICROWAVE      APPROX.19.9 KM 1851331.2 |
 CT1073| CA1071 COLEMAN CO ELEC COOP RAD MAST       APPROX.20.0 KM 1854856.7 |
 CT1073| CA1079 COLEMAN WESTERN COMM RAD MAST       APPROX.20.2 KM 1855714.5 |
 CT1073| CX8406 JIM RM 2                             13.211 METERS 22557     |
 CT1073| CX8404 JIM AZ MK                                          3573729.2 |
 CT1073|---------------------------------------------------------------------|
 CT1073
 CT1073                          SUPERSEDED SURVEY CONTROL
 CT1073
 CT1073  NAD 83(1986)-  32 00 36.20802(N)    099 25 07.89028(W) AD(       ) 3
 CT1073  NAD 27      -  32 00 35.70210(N)    099 25 06.65400(W) AD(       ) 3
 CT1073
 CT1073.Superseded values are not recommended for survey control.
 CT1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1073.See file dsdata.txt to determine how the superseded data were derived.
 CT1073
 CT1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA6044041627(NAD 83)
 CT1073_MARKER: DS = TRIANGULATION STATION DISK
 CT1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CT1073+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 CT1073
 CT1073  HISTORY     - Date     Condition        Report By
 CT1073  HISTORY     - 1961     MONUMENTED       CGS
 CT1073  HISTORY     - 20040920 GOOD             TXDOT
 CT1073
 CT1073                          STATION DESCRIPTION
 CT1073
 CT1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1073'THE STATION IS APPROXIMATELY 13 MILES NORTH OF COLEMAN,
 CT1073'12 MILES SOUTHEAST OF OPLIN, 12 MILES EAST OF NOVICE AND ON
 CT1073'THE PROPERTY OF PATSY MORRIS.
 CT1073'
 CT1073'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 84,
 CT1073'283 AND STATE HIGHWAY 206, APPROXIMATELY 2 MILES NORTH OF
 CT1073'COLEMAN, GO NORTH ON U.S. HIGHWAY 283 FOR 9.3 MILES TO A BRIDGE
 CT1073'OVER JIM NED CREEK.  CONTINUE NORTH ON HIGHWAY 283 FOR 1.8
 CT1073'MILES TO THE TOP OF A GRADE AT THE NORTH END OF A DEEP CUT
 CT1073'BANK ON THE LEFT.  TURN LEFT FOR APPROXIMATELY 50 FEET TO
 CT1073'A FENCE CORNER AND THE STATION AS DESCRIBED.
 CT1073'
 CT1073'STATION MARKS ARE STANDARD DISKS STAMPED JIM 1961.  THE
 CT1073'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CT1073'4 INCHES.  IT IS 292 FEET SOUTH OF THE FENCE CORNER, 183
 CT1073'FEET SOUTHWEST OF A FENCE, 27 FEET NORTHEAST OF A 10-INCH
 CT1073'MESQUITE TREE AND 4 FEET NORTHWEST OF A METAL WITNESS POST.
 CT1073'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CT1073'20 INCHES BELOW THE SURFACE OF THE GROUND.
 CT1073'
 CT1073'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JIM NO 1 1961,
 CT1073'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CT1073'IT IS 139 FEET SOUTHWEST OF THE FENCE.
 CT1073'
 CT1073'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JIM NO 2 1961,
 CT1073'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CT1073'IT IS 59 FEET SOUTH OF THE 10-INCH MESQUITE TREE.
 CT1073'
 CT1073'AZIMUTH MARK, A STANDARD DISK STAMPED JIM 1961, IS SET IN
 CT1073'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 54 FEET
 CT1073'SOUTHWEST OF THE CENTER LINE OF HIGHWAY 283, 3.5 FEET SOUTHWEST OF
 CT1073'A FENCE, 3 FEET WEST OF A METAL WITNESS POST.
 CT1073'
 CT1073'TO REACH THE AZIMUTH MARK FROM THE NORTH END OF THE DEEP CUT
 CT1073'BANK, GO NORTH ON HIGHWAY 283 FOR 0.45 MILE TO THE AZIMUTH
 CT1073'MARK ON THE LEFT.
 CT1073'
 CT1073'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT1073
 CT1073                          STATION RECOVERY (2004)
 CT1073
 CT1073'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2004 (SB)
 CT1073'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0672 ***********************************************************************
 AZ0672  DESIGNATION -  JIM
 AZ0672  PID         -  AZ0672
 AZ0672  STATE/COUNTY-  TX/VAL VERDE
 AZ0672  USGS QUAD   -  DEAD MANS PASS (1979)
 AZ0672
 AZ0672                         *CURRENT SURVEY CONTROL
 AZ0672  ___________________________________________________________________
 AZ0672* NAD 83(1993)-  29 46 15.13868(N)    101 09 32.32437(W)     ADJUSTED  
 AZ0672* NAVD 88     -       605.5    (meters)    1987.     (feet)  VERTCON   
 AZ0672  ___________________________________________________________________
 AZ0672  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AZ0672  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 AZ0672
 AZ0672  HORZ ORDER  -  FIRST
 AZ0672
 AZ0672.The horizontal coordinates were established by classical geodetic methods
 AZ0672.and adjusted by the National Geodetic Survey in February 1996..
 AZ0672
 AZ0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0672
 AZ0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0672
 AZ0672.The geoid height was determined by GEOID03.
 AZ0672
 AZ0672;                    North         East     Units Scale Factor Converg.
 AZ0672;SPC TXSC     - 4,216,659.253   391,245.661   MT  0.99989209   -1 03 27.8
 AZ0672;SPC TXSC     -13,834,156.23  1,283,611.81   sFT  0.99989209   -1 03 27.8
 AZ0672;UTM  14      - 3,295,349.798   291,269.566   MT  1.00013759   -1 04 20.6
 AZ0672
 AZ0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0672!SPC TXSC     -   0.99990847  x   0.99989209  =   0.99980057
 AZ0672!UTM  14      -   0.99990847  x   1.00013759  =   1.00004605
 AZ0672
 AZ0672:                Primary Azimuth Mark                     Grid Az
 AZ0672:SPC TXSC     -  JIM AZ MK                                097 39 31.0
 AZ0672:UTM  14      -  JIM AZ MK                                097 40 23.8
 AZ0672
 AZ0672|---------------------------------------------------------------------|
 AZ0672| PID    Reference Object                     Distance      Geod. Az  |
 AZ0672|                                                           dddmmss.s |
 AZ0672| CH9666 JIM AZ MK                                          0963603.2 |
 AZ0672| CH9667 JIM RM 1                             10.130 METERS 12613     |
 AZ0672| CH9668 JIM RM 2                              6.877 METERS 23240     |
 AZ0672|---------------------------------------------------------------------|
 AZ0672
 AZ0672                          SUPERSEDED SURVEY CONTROL
 AZ0672
 AZ0672  NAD 83(1986)-  29 46 15.12300(N)    101 09 32.31002(W) AD(       ) 1
 AZ0672  NAD 27      -  29 46 14.36500(N)    101 09 30.93100(W) AD(       ) 1
 AZ0672  NGVD 29 (07/19/86)  605.4    (m)         1986.     (f) VERT ANG       
 AZ0672
 AZ0672.Superseded values are not recommended for survey control.
 AZ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0672.See file dsdata.txt to determine how the superseded data were derived.
 AZ0672
 AZ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT9127095350(NAD 83)
 AZ0672_MARKER: DD = SURVEY DISK
 AZ0672_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0672
 AZ0672  HISTORY     - Date     Condition        Report By
 AZ0672  HISTORY     - 1918     MONUMENTED       CGS
 AZ0672  HISTORY     - 1943     GOOD             CGS
 AZ0672  HISTORY     - 1970     GOOD             SHELL
 AZ0672
 AZ0672                          STATION DESCRIPTION
 AZ0672
 AZ0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (EHP)
 AZ0672'ABOUT 8 MILES N OF COMSTOCK IN THE MC NUTT PASTURE, AND 100
 AZ0672'METERS (328 FEET) E OF A NEW WIRE FENCE.  STATION MARKED BY
 AZ0672'BRONZE DISK STATION MARK IN ROCK OUTCROP.  REFERENCE
 AZ0672'MARK IS BRONZE REFERENCE DISK IN BEDROCK, 10.15
 AZ0672'METERS (33.3 FEET) FROM THE STATION.
 AZ0672'STATION JIM, CAIRN, A 7-FOOT CAIRN, IS 5.0 METERS (16 FEET)
 AZ0672'FROM THE STATION S 11 DEG 23 MIN W.  ELEVATION OF
 AZ0672'STATION, 605.4 METERS (1,986 FEET).
 AZ0672
 AZ0672                          STATION RECOVERY (1943)
 AZ0672
 AZ0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 AZ0672'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED,
 AZ0672'AND IN GOOD CONDITION.  THE NEW MEASUREMENTS TO THE REFERENCE
 AZ0672'MARK CHECKS THE ORIGINAL ONE IN AZIMUTH AND DISTANCE.  THE CAIRN
 AZ0672'MENTIONED IN THE ORIGINAL DESCRIPTION HAS SINCE BEEN REMOVED.
 AZ0672'A NEW REFERENCE MARK, STAMPED NO. 2 AND AN AZIMUTH MARK WERE
 AZ0672'ESTABLISHED.
 AZ0672'
 AZ0672'STATION IS LOCATED ABOUT 40 MILES NW OF DEL RIO, AND 8 MILES
 AZ0672'N OF COMSTOCK, ON THE TOP OF ONE OF A GROUP OF LOW ROCKY HILLS
 AZ0672'WHICH LIE ABOUT 1.8 MILES W OF HIGHWAY 163, ON THE MC NUTT SHEEP
 AZ0672'RANCH PASTURE.  THERE IS A LARGE WINDMILL AND CONCRETE WATER TANK
 AZ0672'0.6 MILE E OF THE STATION.
 AZ0672'
 AZ0672'STATION IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 AZ0672'IS FLUSH WITH THE GROUND.  IT IS 27.5 FEET S OF A FENCE LINE.
 AZ0672'IT IS STAMPED JIM 1918.
 AZ0672'
 AZ0672'REFERENCE MARK NO. 1 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 AZ0672'IN BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED JIM 1918, NO. 1.
 AZ0672'
 AZ0672'REFERENCE MARK NO. 2 IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 AZ0672'IN BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED JIM 1943
 AZ0672'NO. 2.
 AZ0672'
 AZ0672'THE AZIMUTH MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN
 AZ0672'BEDROCK FLUSH WITH THE GROUND.  IT IS 180 YARDS SW OF THE
 AZ0672'LARGE WINDMILL MENTIONED ABOVE, 50 YARDS SW OF THE POWER LINE,
 AZ0672'AND 22.7 FEET NNW OF A FENCE CORNER, AND 10.4 FEET N OF A GATE
 AZ0672'POST.  IT IS STAMPED JIM 1943.
 AZ0672'
 AZ0672'REACHED FROM COMSTOCK BY GOING N ON HIGHWAY 163 (TOWARD OZONA)
 AZ0672'FOR 4.1 MILES TO THE A.A. BAKER RANCH BUILDINGS ON THE LEFT,
 AZ0672'ABOUT 200 YARDS W OF THE HIGHWAY.  THENCE CONTINUE N ON THE
 AZ0672'HIGHWAY FOR 0.8 MILE TO A BOARD GATE ON THE LEFT ABOUT 0.2 MILE
 AZ0672'N OF A POWER HIGH-LINE.  THENCE TURN LEFT THROUGH THE GATE
 AZ0672'AND TAKE TRACK ROAD NORTHEASTERLY FOR 0.2 MILE TO A FORKS,
 AZ0672'THENCE LEFT FORK NORTHWESTERLY FOR 1.4 MILES TO A BOARD GATE
 AZ0672'ON THE LEFT UNDER THE POWER LINE.  THENCE PASS THROUGH THE
 AZ0672'GATE AND FOLLOW THE FENCE LINE NORTHWESTERLY FOR 0.1 MILE TO
 AZ0672'A FENCE CORNER 180 YARDS SW OF A LARGE WINDMILL AND CONCRETE
 AZ0672'WATER TANK ON A HILL.  THENCE CONTINUE CROSS COUNTRY WESTERLY
 AZ0672'FOR 0.6 MILE TO THE STATION ON TOP OF A HILL.
 AZ0672
 AZ0672                          STATION RECOVERY (1970)
 AZ0672
 AZ0672'RECOVERY NOTE BY SHELL OIL COMPANY 1970
 AZ0672'STATION MARK, R.M. 1 AND 2, AND AZIMUTH MARK RECOVERED IN GOOD
 AZ0672'CONDITION.  1943 DESCRIPTION IS ADEQUATE TO RECOVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2074 ***********************************************************************
 AN2074  DESIGNATION -  JIM 2
 AN2074  PID         -  AN2074
 AN2074  STATE/COUNTY-  TX/GOLIAD
 AN2074  USGS QUAD   -  LIVE OAK LAKE (1987)
 AN2074
 AN2074                         *CURRENT SURVEY CONTROL
 AN2074  ___________________________________________________________________
 AN2074* NAD 83(1993)-  28 36 41.34481(N)    097 17 32.32977(W)     ADJUSTED  
 AN2074* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 AN2074  ___________________________________________________________________
 AN2074  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AN2074  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN2074
 AN2074  HORZ ORDER  -  THIRD
 AN2074
 AN2074.The horizontal coordinates were established by classical geodetic methods
 AN2074.and adjusted by the National Geodetic Survey in February 1996..
 AN2074.No horizontal observational check was made to the station.
 AN2074
 AN2074.The orthometric height was scaled from a topographic map.
 AN2074
 AN2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2074
 AN2074.The geoid height was determined by GEOID03.
 AN2074
 AN2074;                    North         East     Units Scale Factor Converg.
 AN2074;SPC TXSC     - 4,087,461.330   766,997.904   MT  0.99994234   +0 50 11.8
 AN2074;SPC TXSC     -13,410,279.38  2,516,392.29   sFT  0.99994234   +0 50 11.8
 AN2074;UTM  14      - 3,166,134.387   666,960.144   MT  0.99994402   +0 49 04.6
 AN2074
 AN2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2074!SPC TXSC     -   0.99999692  x   0.99994234  =   0.99993926
 AN2074!UTM  14      -   0.99999692  x   0.99994402  =   0.99994094
 AN2074
 AN2074|---------------------------------------------------------------------|
 AN2074| PID    Reference Object                     Distance      Geod. Az  |
 AN2074|                                                           dddmmss.s |
 AN2074| AN2073 JIM                                  20.643 METERS 18306     |
 AN2074| AN0925 B 862                               434.898 METERS 2723117.8 |
 AN2074| AN2075 B 862 RESET                         438.022 METERS 2750227.8 |
 AN2074| CV5293 JIM 2 RM 3                           25.205 METERS 29139     |
 AN2074| AN2077 GOLIAD MUNICIPAL STANDPIPE          APPROX.11.9 KM 3040742.5 |
 AN2074|---------------------------------------------------------------------|
 AN2074
 AN2074                          SUPERSEDED SURVEY CONTROL
 AN2074
 AN2074  NAD 83(1986)-  28 36 41.35232(N)    097 17 32.31323(W) AD(       ) 3
 AN2074  NAD 27      -  28 36 40.36558(N)    097 17 31.34482(W) AD(       ) 3
 AN2074
 AN2074.Superseded values are not recommended for survey control.
 AN2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2074.See file dsdata.txt to determine how the superseded data were derived.
 AN2074
 AN2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS6696066134(NAD 83)
 AN2074_MARKER: DS = TRIANGULATION STATION DISK
 AN2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2074
 AN2074  HISTORY     - Date     Condition        Report By
 AN2074  HISTORY     - 1969     MONUMENTED       CGS
 AN2074
 AN2074                          STATION DESCRIPTION
 AN2074
 AN2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2074'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF FANNIN, 6 MILES
 AN2074'SOUTHEAST OF GOLIAD, ALONG THE NORTH SIDE OF STATE HIGHWAY 239
 AN2074'AND ON LAND OWNED BY MRS. EARL E. SHOUSE.
 AN2074'
 AN2074'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183, ALT.
 AN2074'77 AND 59 IN GOLIAD, GO SOUTH ON U.S. HIGHWAY 183 AND ALT. 77
 AN2074'FOR 2.25 MILES TO A CROSSROAD.  TURN LEFT, EAST ON STATE HIGHWAY
 AN2074'239, GO 5.65 MILES TO BENCH MARK B 862 RESET (AZIMUTH MARK)
 AN2074'ON THE LEFT.  CONTINUE ON HIGHWAY FOR 0.25 MILE TO A NORTH-SOUTH
 AN2074'PROPERTY LINE FENCE AND STATION ON THE NORTH SIDE OF ROAD.
 AN2074'
 AN2074'STATION MARKS ARE STANDARD DISKS, STAMPED JIM 2 1969.  THE
 AN2074'SURFACE DISK IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 AN2074'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 67 FEET NORTH OF CENTER
 AN2074'LINE OF HIGHWAY, 7.3 FEET NORTHWEST OF A T-FENCE CORNER, 3.4
 AN2074'FEET NORTH OF RIGHT-OF-WAY FENCE, 4.5 FEET WEST OF PROPERTY
 AN2074'LINE FENCE, 5.9 FEET NORTHWEST OF A METAL WITNESS POST AND AT
 AN2074'HGIHWAY DEPARTMENT STATION 320 + 06.  UNDERGROUND DISK IS SET
 AN2074'IN A CONCRETE POST 8 INCHES IN DIAMETER AND IS 36 INCHES BELOW
 AN2074'SURFACE OF GROUND.
 AN2074'
 AN2074'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED JIM NO 1 1952,
 AN2074'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4 INCHES
 AN2074'ABOVE GROUND.  IT IS 84 FEET SOUTH OF CENTER LINE OF HGHWAY,
 AN2074'1 FOOT WEST OF THE PROPERTY LINE FENCE, 1 FOOT WEST OF A METAL
 AN2074'WITNESS POST AND AT HIGHWAY DEPARTMENT STATION 320 + 10.
 AN2074'
 AN2074'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED JIM 2 NO 3 1969,
 AN2074'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 2 INCHES
 AN2074'ABOVE GROUND.  IT IS 64 FEET NORTH OF CENTER LINE OF HIGHWAY,
 AN2074'6 INCHES NORTH OF RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A METAL
 AN2074'WITNESS POST AND AT HIGHWAY DEPARTMENT STATION 319 + 23.
 AN2074'
 AN2074'AZIMUTH MARK, A C AND GS BENCH MARK DISK, STAMPED B 862 RESET
 AN2074'1969, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 4
 AN2074'INCHES ABOVE GROUND.  IT IS 61 FEET NORTH OF CENTER LINE OF
 AN2074'HIGHWAY, 213 FEET EAST OF A T-FENCE CORNER THAT IS JUST WEST
 AN2074'OF A METAL GATE, 1 FOOT NORTH OF RIGHT-OF-WAY FENCE, 1.5 FEET
 AN2074'NORTHEAST OF A METAL WITNESS POST AND AT HIGHWAY DEPARTMENT
 AN2074'STATION 305 + 54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1388 ***********************************************************************
 DN1388  DESIGNATION -  JIM NED
 DN1388  PID         -  DN1388
 DN1388  STATE/COUNTY-  TX/MONTAGUE
 DN1388  USGS QUAD   -  SALONA (1978)
 DN1388
 DN1388                         *CURRENT SURVEY CONTROL
 DN1388  ___________________________________________________________________
 DN1388* NAD 83(1993)-  33 36 44.71661(N)    097 37 54.98473(W)     ADJUSTED  
 DN1388* NAVD 88     -       395.4    (meters)    1297.     (feet)  VERTCON   
 DN1388  ___________________________________________________________________
 DN1388  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 DN1388  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DN1388
 DN1388  HORZ ORDER  -  SECOND
 DN1388
 DN1388.The horizontal coordinates were established by classical geodetic methods
 DN1388.and adjusted by the National Geodetic Survey in February 1996..
 DN1388
 DN1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1388
 DN1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1388
 DN1388.The geoid height was determined by GEOID03.
 DN1388
 DN1388;                    North         East     Units Scale Factor Converg.
 DN1388;SPC TXNC     - 2,216,101.632   680,550.572   MT  0.99992040   +0 28 24.4
 DN1388;SPC TXNC     - 7,270,660.10  2,232,773.00   sFT  0.99992040   +0 28 24.4
 DN1388;UTM  14      - 3,720,022.217   626,912.949   MT  0.99979857   +0 45 26.7
 DN1388
 DN1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1388!SPC TXNC     -   0.99994206  x   0.99992040  =   0.99986246
 DN1388!UTM  14      -   0.99994206  x   0.99979857  =   0.99974064
 DN1388
 DN1388:                Primary Azimuth Mark                     Grid Az
 DN1388:SPC TXNC     -  ATT CO RELAY TOWER KKO 29                145 58 20.6
 DN1388:UTM  14      -  ATT CO RELAY TOWER KKO 29                145 41 18.3
 DN1388
 DN1388|---------------------------------------------------------------------|
 DN1388| PID    Reference Object                     Distance      Geod. Az  |
 DN1388|                                                           dddmmss.s |
 DN1388| DN1385 ATT CO RELAY TOWER KKO 29           APPROX. 5.2 KM 1462645.0 |
 DN1388| DN1384 FORESTBURG DOW CHEM CO MAST         APPROX.11.0 KM 1475045.2 |
 DN1388| CY1328 JIM NED RM 1                         31.976 METERS 19025     |
 DN1388| CY1329 JIM NED RM 2                         29.320 METERS 25921     |
 DN1388| CY1327 JIM NED AZ MK                                      2840804.3 |
 DN1388| DN1391 MONTAGUE CO SHERIFF RADIO MAST      APPROX.10.0 KM 3051843.0 |
 DN1388|---------------------------------------------------------------------|
 DN1388
 DN1388                          SUPERSEDED SURVEY CONTROL
 DN1388
 DN1388  NAD 83(1993)-  33 36 44.71866(N)    097 37 54.98120(W) AD(       ) 2
 DN1388  NAD 83(1986)-  33 36 44.72137(N)    097 37 54.97193(W) AD(       ) 2
 DN1388  NAD 27      -  33 36 44.34090(N)    097 37 53.86430(W) AD(       ) 2
 DN1388  NGVD 29 (07/26/91)  395.3    (m)         1297.     (f) VERT ANG       
 DN1388
 DN1388.Superseded values are not recommended for survey control.
 DN1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1388.See file dsdata.txt to determine how the superseded data were derived.
 DN1388
 DN1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC2691320022(NAD 83)
 DN1388_MARKER: DS = TRIANGULATION STATION DISK
 DN1388_SETTING: 66 = SET IN ROCK OUTCROP
 DN1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1388
 DN1388  HISTORY     - Date     Condition        Report By
 DN1388  HISTORY     - 1956     MONUMENTED       CGS
 DN1388  HISTORY     - 1958     GOOD             USGS
 DN1388  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN1388
 DN1388                          STATION DESCRIPTION
 DN1388
 DN1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DN1388'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTH-SOUTHEAST OF
 DN1388'NOCONA, 8.0 MILES SOUTHWEST OF SAINT JO AND 6.0 MILES SOUTHEAST
 DN1388'OF MONTAGUE ON THE SUMMIT AND NEAR THE SOUTHWEST CORNER OF
 DN1388'A PROMINENT FLAT TOPPED HILL, KNOWN LOCALLY AS JIM NED HILL.  IT
 DN1388'IS ON THE HIGHEST POINT OF HILL WEST OF SOME DIGGINGS IN ROCK
 DN1388'QUARRY AND ABOUT 100 FEET EAST OF THE POINT WHERE HILL BREAKS
 DN1388'OFF SHARPLY TO THE WEST.  THE MARK IS STAMPED JIM NED 1956 AND
 DN1388'IS 8 INCHES BELOW THE GROUND SURFACE.
 DN1388'
 DN1388'REFERENCE MARK NO. 1 IS ON ABOUT THE SAME ELEVATION AS THE
 DN1388'STATION AND IS STAMPED JIM NED NO 1 1956.
 DN1388'
 DN1388'REFERENCE MARK NO. 2 IS JUST EAST OF THE POINT WHERE HILL BREAKS
 DN1388'OFF SHARPLY TO THE WEST AND IS ABOUT 3 FEET LOWER IN ELEVATION
 DN1388'THAN THE STATION.  IT IS STAMPED JIM NED NO 2 1956.
 DN1388'
 DN1388'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 113.9 FEET.
 DN1388'
 DN1388'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 18 FEET SOUTHEAST
 DN1388'OF THE CENTER OF A GRAVELED ROAD, 1 FOOT NORTHWEST OF A FENCE
 DN1388'LINE AND 1 FOOT NORTHEAST OF A WITNESS POST.  IT IS STAMPED JIM
 DN1388'NED 1956 AND PROJECTS 3 INCHES.
 DN1388'
 DN1388'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 DN1388'SQUARE IN MONTAGUE, GO SOUTH ON STATE HIGHWAY 59 FOR 0.4 MILE
 DN1388'TO THE JUNCTION WITH FARM ROAD 455, TURN LEFT AND GO EAST
 DN1388'AND SOUTHEAST ON FARM ROAD 455 FOR 5.7 MILES TO A T ROAD
 DN1388'LEFT.  TURN LEFT AND GO NORTHEASTERLY ON GRAVELED ROAD FOR 1.0
 DN1388'MILE TO A T INTERSECTION, TURN LEFT AND GO NORTH AND NORTHEAST
 DN1388'FOR 1.25 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 DN1388'CONTINUE NORTHEAST FOR 0.3 MILE TO A WIRE GATE ON THE RIGHT,
 DN1388'TURN RIGHT THROUGH GATE AND FOLLOW GRADED ROAD UP HILL FOR
 DN1388'0.4 MILE TO THE HIGHEST POINT OF HILL AND STATION AS
 DN1388'DESCRIBED.
 DN1388'
 DN1388'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DN1388
 DN1388                          STATION RECOVERY (1958)
 DN1388
 DN1388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1388'RECOVERED BY USGS IN 1958.
 DN1388'
 DN1388'STATION MARK--A STANDARD USC AND GS TABLET CEMENTED IN SOLID ROCK
 DN1388'OUTCROP 8 IN. BELOW GROUND SURFACE AND STAMPED---JIM NED 1956---.
 DN1388
 DN1388                          STATION RECOVERY (1998)
 DN1388
 DN1388'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0460 ***********************************************************************
 CA0460  DESIGNATION -  JIM RM 1
 CA0460  PID         -  CA0460
 CA0460  STATE/COUNTY-  TX/BROWN
 CA0460  USGS QUAD   -  THRIFTY (1977)
 CA0460
 CA0460                         *CURRENT SURVEY CONTROL
 CA0460  ___________________________________________________________________
 CA0460* NAD 83(1986)-  31 52 25.     (N)    099 10 43.     (W)     SCALED    
 CA0460* NAVD 88     -       477.192  (meters)    1565.59   (feet)  ADJUSTED  
 CA0460  ___________________________________________________________________
 CA0460  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CA0460  DYNAMIC HT  -         476.570 (meters)    1563.55  (feet)  COMP
 CA0460  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 CA0460
 CA0460  VERT ORDER  -  SECOND    CLASS 0
 CA0460
 CA0460.The horizontal coordinates were scaled from a topographic map and have
 CA0460.an estimated accuracy of +/- 6 seconds.
 CA0460
 CA0460.The orthometric height was determined by differential leveling
 CA0460.and adjusted by the National Geodetic Survey in June 1991..
 CA0460
 CA0460.The geoid height was determined by GEOID03.
 CA0460
 CA0460.The dynamic height is computed by dividing the NAVD 88
 CA0460.geopotential number by the normal gravity value computed on the
 CA0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0460.degrees latitude (g = 980.6199 gals.).
 CA0460
 CA0460.The modeled gravity was interpolated from observed gravity values.
 CA0460
 CA0460;                    North         East    Units  Estimated Accuracy
 CA0460;SPC TX C     - 3,245,230.      809,260.      MT  (+/- 180 meters Scaled)
 CA0460
 CA0460                          SUPERSEDED SURVEY CONTROL
 CA0460
 CA0460  NGVD 29 (??/??/92)  477.080  (m)         1565.22   (f) ADJ UNCH    2 0
 CA0460
 CA0460.Superseded values are not recommended for survey control.
 CA0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0460.See file dsdata.txt to determine how the superseded data were derived.
 CA0460
 CA0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA831264(NAD 83)
 CA0460_MARKER: DR = REFERENCE MARK DISK
 CA0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0460_STAMPING: JIM 1944 NO. 1
 CA0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0460+STABILITY: SURFACE MOTION
 CA0460
 CA0460  HISTORY     - Date     Condition        Report By
 CA0460  HISTORY     - 1944     MONUMENTED       CGS
 CA0460
 CA0460                          STATION DESCRIPTION
 CA0460
 CA0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0460'1.75 MI WSW FROM GROSVENOR.
 CA0460'0.9 MILES WEST ALONG A COUNTY GRADED ROAD FROM THE GRAMMAR SCHOOL AT
 CA0460'GROSVENOR TO FORK, BEAR LEFT CROSSING A SMALL BRIDGE AND GO 0.75 MILES
 CA0460'TO ANOTHER FORK, THENCE LEFT 0.1 MILE TO GRAVEYARD AND MARK. MARK IS
 CA0460'86.9 FEET SOUTH-SOUTHEAST OF THE STATION, 50 FEET SOUTH OF MAIN GATE
 CA0460'TO CEMETERY, 45 FEET EAST OF THE CENTER OF THE GRADED ROAD, AND 1 FOOT
 CA0460'NORTHWEST OF FENCE LINE.  A STANDARD TRIANGULATION REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0458 ***********************************************************************
 CA0458  DESIGNATION -  JIM RM 2
 CA0458  PID         -  CA0458
 CA0458  STATE/COUNTY-  TX/BROWN
 CA0458  USGS QUAD   -  THRIFTY (1977)
 CA0458
 CA0458                         *CURRENT SURVEY CONTROL
 CA0458  ___________________________________________________________________
 CA0458* NAD 83(1986)-  31 52 25.     (N)    099 10 43.     (W)     SCALED    
 CA0458* NAVD 88     -       477.185  (meters)    1565.56   (feet)  ADJUSTED  
 CA0458  ___________________________________________________________________
 CA0458  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CA0458  DYNAMIC HT  -         476.562 (meters)    1563.52  (feet)  COMP
 CA0458  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 CA0458
 CA0458  VERT ORDER  -  SECOND    CLASS 0
 CA0458
 CA0458.The horizontal coordinates were scaled from a topographic map and have
 CA0458.an estimated accuracy of +/- 6 seconds.
 CA0458
 CA0458.The orthometric height was determined by differential leveling
 CA0458.and adjusted by the National Geodetic Survey in June 1991..
 CA0458
 CA0458.The geoid height was determined by GEOID03.
 CA0458
 CA0458.The dynamic height is computed by dividing the NAVD 88
 CA0458.geopotential number by the normal gravity value computed on the
 CA0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0458.degrees latitude (g = 980.6199 gals.).
 CA0458
 CA0458.The modeled gravity was interpolated from observed gravity values.
 CA0458
 CA0458;                    North         East    Units  Estimated Accuracy
 CA0458;SPC TX C     - 3,245,230.      809,260.      MT  (+/- 180 meters Scaled)
 CA0458
 CA0458                          SUPERSEDED SURVEY CONTROL
 CA0458
 CA0458  NGVD 29 (??/??/92)  477.073  (m)         1565.20   (f) ADJ UNCH    2 0
 CA0458
 CA0458.Superseded values are not recommended for survey control.
 CA0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0458.See file dsdata.txt to determine how the superseded data were derived.
 CA0458
 CA0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA831264(NAD 83)
 CA0458_MARKER: DR = REFERENCE MARK DISK
 CA0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0458_STAMPING: JIM 1944 NO. 2
 CA0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0458+STABILITY: SURFACE MOTION
 CA0458
 CA0458  HISTORY     - Date     Condition        Report By
 CA0458  HISTORY     - 1944     MONUMENTED       CGS
 CA0458
 CA0458                          STATION DESCRIPTION
 CA0458
 CA0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0458'1.75 MI WSW FROM GROSVENOR.
 CA0458'0.9 MILES WEST ALONG A COUNTY GRADED ROAD FROM THE GRAMMAR SCHOOL AT
 CA0458'GROSVENOR TO FORK, BEAR LEFT CROSSING A SMALL BRIDGE AND GO 0.75 MILES
 CA0458'TO ANOTHER FORK, THENCE LEFT 0.1 MILE TO GRAVEYARD AND MARK. MARK IS
 CA0458'77.7 FEET WEST OF THE STATION, 32 FEET WEST OF THE CENTER OF THE ROAD,
 CA0458'AND 1 FOOT EAST OF FENCE LINE.  A STANDRAD TRIANGULATION REFERENCE
 CA0458'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0623 ***********************************************************************
 EO0623  DESIGNATION -  JIMMY
 EO0623  PID         -  EO0623
 EO0623  STATE/COUNTY-  TX/LAMB
 EO0623  USGS QUAD   -  MULESHOE NE (1980)
 EO0623
 EO0623                         *CURRENT SURVEY CONTROL
 EO0623  ___________________________________________________________________
 EO0623* NAD 83(1993)-  34 12 15.46766(N)    102 30 45.73079(W)     ADJUSTED  
 EO0623* NAVD 88     -      1145.2    (meters)    3757.     (feet)  VERTCON   
 EO0623  ___________________________________________________________________
 EO0623  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 EO0623  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 EO0623
 EO0623  HORZ ORDER  -  FIRST
 EO0623
 EO0623.The horizontal coordinates were established by classical geodetic methods
 EO0623.and adjusted by the National Geodetic Survey in February 1996..
 EO0623
 EO0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0623
 EO0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0623
 EO0623.The geoid height was determined by GEOID03.
 EO0623
 EO0623;                    North         East     Units Scale Factor Converg.
 EO0623;SPC TXNC     - 2,288,482.003   230,239.336   MT  1.00007495   -2 11 18.6
 EO0623;SPC TXNC     - 7,508,128.04    755,376.89   sFT  1.00007495   -2 11 18.6
 EO0623;UTM  13      - 3,787,605.711   729,171.840   MT  1.00024744   +1 23 55.8
 EO0623
 EO0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0623!SPC TXNC     -   0.99982414  x   1.00007495  =   0.99989907
 EO0623!UTM  13      -   0.99982414  x   1.00024744  =   1.00007153
 EO0623
 EO0623|---------------------------------------------------------------------|
 EO0623| PID    Reference Object                     Distance      Geod. Az  |
 EO0623|                                                           dddmmss.s |
 EO0623| CJ7568 JIMMY RM 2                            9.863 METERS 06958     |
 EO0623| EO0619 EARTH W MUNICIPAL TANK              APPROX.10.1 KM 0711109.8 |
 EO0623| EO0618 EARTH E MUNICIPAL TANK              APPROX.11.6 KM 0725856.8 |
 EO0623| CJ7569 JIMMY RM 3 AZIMUTH                                 2253203.1 |
 EO0623| CJ7567 JIMMY RM 1                            9.221 METERS 33023     |
 EO0623|---------------------------------------------------------------------|
 EO0623
 EO0623                          SUPERSEDED SURVEY CONTROL
 EO0623
 EO0623  NAD 83(1993)-  34 12 15.47186(N)    102 30 45.72725(W) AD(       ) 1
 EO0623  NAD 83(1986)-  34 12 15.47588(N)    102 30 45.72433(W) AD(       ) 1
 EO0623  NAD 27      -  34 12 15.18498(N)    102 30 44.00351(W) AD(       ) 1
 EO0623  NGVD 29 (07/19/86) 1144.7    (m)         3756.     (f) VERT ANG       
 EO0623
 EO0623.Superseded values are not recommended for survey control.
 EO0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0623.See file dsdata.txt to determine how the superseded data were derived.
 EO0623
 EO0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT2917287606(NAD 83)
 EO0623_MARKER: DS = TRIANGULATION STATION DISK
 EO0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EO0623
 EO0623  HISTORY     - Date     Condition        Report By
 EO0623  HISTORY     - 1975     MONUMENTED       NGS
 EO0623
 EO0623                          STATION DESCRIPTION
 EO0623
 EO0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0623'THE STATION IS LOCATED ABOUT 12 MILES EAST OF MULESHOE, AND 6
 EO0623'MILES WEST-SOUTHWEST OF EARTH, ON THE PROPERTY OF THE MASHED O
 EO0623'LAND AND CATTLE COMPANY, PERMISION WAS OBTAINED FROM MR. DOUG
 EO0623'LEWIS, HIS OFFICE IS ABOUT 2 MILES NORTHEAST OF THE STATION, PHONE
 EO0623'NUMBER 257-2011.
 EO0623'
 EO0623'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 84 IN MULESHOE,
 EO0623'GO EAST ON U.S. 70 FOR 11.4 MILES TO THE JUNCTION OF FARM ROAD
 EO0623'303, TURN RIGHT ON 303 AND GO SOUTH FOR 1.9 MILES TO THE CREST OF
 EO0623'A HILL AND GATES ON BOTH SIDES OF THE ROAD, CONTINUE SOUTH FOR
 EO0623'0.25 MILE TO RM 3 ON THE LEFT, CONTINUE SOUTH FOR 0.2 MILE TO A
 EO0623'GATE ON THE LEFT, PASS THROUGH THE GATE THEN BEAR RIGHT ALONG
 EO0623'THE FENCE, NORTHERLY TO RM 3 THEN BEAR RIGHT UP THE HILL FOR
 EO0623'0.15 MILE NORTHEAST TO THE HIGHEST GROUND AND THE STATION.
 EO0623'
 EO0623'THE STATION MARKS ARE STANDARD DISKS STAMPED JIMMY 1974 THE
 EO0623'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EO0623'MONUMENT THAT IS FLUSH WITH THE GROUND, IT IS 3.4 FEET EAST OF A
 EO0623'METAL WITNESS POST, 99.0 FEET SOUTH OF AN EAST-WEST FENCE LINE,
 EO0623'AND ABOUT 75 YARDS EAST OF AN OLD WINDMILL.  (NOTE 1B) THE
 EO0623'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE THAT IS
 EO0623'42-INCHES BELOW THE GROUND.
 EO0623'
 EO0623'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JIMMY NO 1 1974 SET
 EO0623'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 EO0623'1 INCH, IT IS 28.5 FEET NORTH OF A METAL WITNESS POST, AND 73.0
 EO0623'FEET SOUTH OF A EAST-WEST FENCE LINE.
 EO0623'
 EO0623'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JIMMY NO 2 1974 SET
 EO0623'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 EO0623'1 INCH, IT IS 35.6 FEET EAST OF A METAL WITNESS POST, AND 87.1
 EO0623'FEET SOUTH OF A EAST-WEST FENCE LINE.
 EO0623'
 EO0623'REFERENCE MARK 3 IS A STANDARD DISK STAMPED JIMMY NO 3 1974 AZ
 EO0623'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EO0623'PROJECTS 6 INCHES ABOVE THE GROUND, IT IS 2.0 FEET NORTH OF A
 EO0623'METAL WITNESS POST, 1.0 FOOT EAST OF A FENCE LINE AND 55.5 FEET
 EO0623'EAST OF THE CENTER OF FARM ROAD 303.
 EO0623'
 EO0623'RM 3 TO BE USED AS AN AZIMUTH.
 EO0623'
 EO0623'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3020 ***********************************************************************
 CS3020  DESIGNATION -  JINKENS
 CS3020  PID         -  CS3020
 CS3020  STATE/COUNTY-  TX/TARRANT
 CS3020  USGS QUAD   -  LAKE WORTH (1982)
 CS3020
 CS3020                         *CURRENT SURVEY CONTROL
 CS3020  ___________________________________________________________________
 CS3020* NAD 83(1993)-  32 50 17.22392(N)    097 26 07.90832(W)     ADJUSTED  
 CS3020* NAVD 88     -       240.7    (meters)     790.     (feet)  VERTCON   
 CS3020  ___________________________________________________________________
 CS3020  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 CS3020  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CS3020
 CS3020  HORZ ORDER  -  SECOND
 CS3020
 CS3020.The horizontal coordinates were established by classical geodetic methods
 CS3020.and adjusted by the National Geodetic Survey in February 1996..
 CS3020
 CS3020.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS3020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS3020
 CS3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3020
 CS3020.The geoid height was determined by GEOID03.
 CS3020
 CS3020;                    North         East     Units Scale Factor Converg.
 CS3020;SPC TXNC     - 2,130,406.743   699,645.689   MT  0.99987953   +0 34 50.0
 CS3020;SPC TXNC     - 6,989,509.46  2,295,420.90   sFT  0.99987953   +0 34 50.0
 CS3020;UTM  14      - 3,634,425.058   646,420.118   MT  0.99986435   +0 50 54.6
 CS3020
 CS3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3020!SPC TXNC     -   0.99996660  x   0.99987953  =   0.99984614
 CS3020!UTM  14      -   0.99996660  x   0.99986435  =   0.99983096
 CS3020
 CS3020|---------------------------------------------------------------------|
 CS3020| PID    Reference Object                     Distance      Geod. Az  |
 CS3020|                                                           dddmmss.s |
 CS3020| CY1331 JINKENS RM 1                         37.640 METERS 05208     |
 CS3020| CS3019 FORT WORTH ROSEN HEIGHTS TANK       APPROX. 5.9 KM 1283136.8 |
 CS3020| CS3017 SANSOM PARK WATER TANK              APPROX. 4.6 KM 1511157.1 |
 CS3020| CY1330 JINKENS AZ MK                                      1562014.7 |
 CS3020| CS3021 CARSWELL AIR FORCE BASE TANK        APPROX. 7.0 KM 1724445.4 |
 CS3020| CS3029 LAKE WORTH WATER TANK               APPROX. 2.8 KM 1815402.4 |
 CS3020| CS3025 WHITE SETTLEMENT WATER TANK         APPROX. 8.9 KM 1985622.7 |
 CS3020| CY1332 JINKENS RM 2                         39.984 METERS 35306     |
 CS3020|---------------------------------------------------------------------|
 CS3020
 CS3020                          SUPERSEDED SURVEY CONTROL
 CS3020
 CS3020  NAD 83(1993)-  32 50 17.22696(N)    097 26 07.89238(W) AD(       ) 2
 CS3020  NAD 83(1986)-  32 50 17.22718(N)    097 26 07.89181(W) AD(       ) 2
 CS3020  NAD 27      -  32 50 16.76877(N)    097 26 06.81674(W) AD(       ) 2
 CS3020  NGVD 29 (07/19/86)  240.7    (m)          790.     (f) VERT ANG       
 CS3020
 CS3020.Superseded values are not recommended for survey control.
 CS3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3020.See file dsdata.txt to determine how the superseded data were derived.
 CS3020
 CS3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4642034425(NAD 83)
 CS3020_MARKER: DS = TRIANGULATION STATION DISK
 CS3020_SETTING: 0 = UNSPECIFIED SETTING
 CS3020
 CS3020  HISTORY     - Date     Condition        Report By
 CS3020  HISTORY     - 1953     MONUMENTED       CGS
 CS3020  HISTORY     - 1962     GOOD             CGS
 CS3020  HISTORY     - 1967     GOOD             CGS
 CS3020  HISTORY     - 1980     GOOD             NGS
 CS3020  HISTORY     - 20010217 MARK NOT FOUND   USPSQD
 CS3020  HISTORY     - 20041023 GOOD             USPSQD
 CS3020
 CS3020                          STATION DESCRIPTION
 CS3020
 CS3020'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JL)
 CS3020'STATION IS LOCATED ABOUT 1-1/2 MI. DUE N OF THE VILLAGE OF
 CS3020'LAKE WORTH AND THE JACKSBORO HIGHWAY, ON THE LOYD JINKENS
 CS3020'RANCH.  IT IS ON A LOW, ROCKY, PASTURE HILL, ABOUT 1 MI. W-NW
 CS3020'OF THE JINKENS RESIDENCE, 1/4 MI. E OF THE JINKENS RANCH
 CS3020'BUILDINGS, ABOUT 90 FT. S OF THE S RIGHT-OF-WAY FENCE OF A
 CS3020'BLACK TOP ROAD, AND 75 YDS. SE OF GATE 6 AND THE ROAD LEADING N
 CS3020'TO THE RANCH BUILDINGS.  SURFACE MARK IS A STANDARD STATION
 CS3020'DISK, STAMPED JINKENS 1953 AND SET IN THE TOP OF A CONCRETE POST
 CS3020'FLUSH WITH THE GROUND.
 CS3020'
 CS3020'UNDERGROUND STATION MARK IS A STANDARD DISK, STAMPED JINKENS
 CS3020'1953 AND SET IN THE TOP OF A CONCRETE POST.
 CS3020'
 CS3020'REFERENCE MARK 1 IS NE OF THE STATION, 18 IN. S OF THE S
 CS3020'RIGHT-OF-WAY FENCE, AND 50 FT. E OF AN OBLIQUE FENCE CORNER.
 CS3020'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED JINKENS NO 1
 CS3020'1953 AND SET IN THE TOP OF A CONCRETE BLOCK PROJECTING ABOUT
 CS3020'2 IN. ABOVE GROUND.
 CS3020'
 CS3020'REFERENCE MARK 2 IS NW OF THE STATION, 18 IN. S OF THE S
 CS3020'RIGHT-OF-WAY FENCE, 20 FT. NW OF A POWER POLE, AND 120 FT.
 CS3020'E OF THE ENTRANCE GATE.  IT IS A STANDARD REFERENCE-MARK
 CS3020'DISK, STAMPED JINKENS NO 2 1953 AND SET IN THE TOP OF A CONCRETE
 CS3020'BLOCK PROJECTING ABOUT 2 IN. ABOVE GROUND.
 CS3020'
 CS3020'THE AZIMUTH MARK IS ABOUT 0.2 MI. SE OF THE STATION, 1 FT. W OF
 CS3020'THE E RIGHT-OF-WAY FENCE OF THE BLACK TOP ROAD, AND AT THE
 CS3020'TOP OF A 6-FT. CUT.  IT IS A STANDARD AZIMUTH-MARK DISK,
 CS3020'STAMPED JINKENS 1953 AND SET IN THE TOP OF A CONCRETE MONUMENT
 CS3020'PROJECTING ABOUT 2 IN. ABOVE GROUND.
 CS3020'
 CS3020'TO REACH THE STATION FROM LAKE WORTH VILLAGE, GO N FROM THE
 CS3020'JACKSBORO HIGHWAY ON HODGKINS STREET FOR 1.4 MI. TO THE TOP
 CS3020'OF THE GRADE AND THE AZIMUTH MARK ON THE RIGHT.  THEN CONTINUE
 CS3020'N FOR 0.2 MI. TO A T-ROAD INTERSECTION.  TURN LEFT AND GO W
 CS3020'FOR 0.2 MI. TO LOYD JINKENS RANCH GATE 6 ON THE LEFT AND THE
 CS3020'STATION ON THE LEFT AS DESCRIBED.
 CS3020'
 CS3020'HEIGHT OF TARGET ABOVE STATION MARK - 4-10 FT.
 CS3020
 CS3020                          STATION RECOVERY (1962)
 CS3020
 CS3020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS3020'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS3020'MARK WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 CS3020'AND ROUTE TO REACH THE STATION ARE ADEQUATE FOR RECOVERY.
 CS3020
 CS3020                          STATION RECOVERY (1967)
 CS3020
 CS3020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CS3020'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CS3020'MARK WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 CS3020'AND ROUTE TO REACH STATION ARE ADEQUATE FOR RECOVERY.
 CS3020'
 CS3020'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 CS3020'
 CS3020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 CS3020'NORTH OF LAKE WORTH
 CS3020
 CS3020                          STATION RECOVERY (1980)
 CS3020
 CS3020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JN)
 CS3020'JINKENS 1953 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS3020'
 CS3020'RM NO. 1 AND RM NO. 2 RECOVERED GOOD - DESCRIPTION ADEQUATE.
 CS3020'
 CS3020'AZI MK DID NOT SEARCH.
 CS3020'
 CS3020'DISTANCE AND DIRECTION FROM NEAREST TOWN--LAKE WORTH TEXAS.
 CS3020
 CS3020                          STATION RECOVERY (2001)
 CS3020
 CS3020'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CS3020'MARK NOT FOUND.
 CS3020
 CS3020                          STATION RECOVERY (2004)
 CS3020
 CS3020'RECOVERY NOTE BY US POWER SQUADRON 2004 (JED)
 CS3020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0574 ***********************************************************************
 AW0574  DESIGNATION -  JJ
 AW0574  PID         -  AW0574
 AW0574  STATE/COUNTY-  TX/GALVESTON
 AW0574  USGS QUAD   -  GALVESTON (1994)
 AW0574
 AW0574                         *CURRENT SURVEY CONTROL
 AW0574  ___________________________________________________________________
 AW0574* NAD 83(1986)-  29 19 52.     (N)    094 46 23.     (W)     SCALED    
 AW0574* NAVD 88     -         3.224  (meters)      10.58   (feet)  ADJUSTED  
 AW0574  ___________________________________________________________________
 AW0574  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW0574  DYNAMIC HT  -           3.219 (meters)      10.56  (feet)  COMP
 AW0574  MODELED GRAV-     979,265.4   (mgal)                       NAVD 88
 AW0574
 AW0574  VERT ORDER  -  FIRST     CLASS II
 AW0574
 AW0574.The horizontal coordinates were scaled from a topographic map and have
 AW0574.an estimated accuracy of +/- 6 seconds.
 AW0574
 AW0574.The orthometric height was determined by differential leveling
 AW0574.and adjusted by the National Geodetic Survey in March 1997..
 AW0574
 AW0574.The geoid height was determined by GEOID03.
 AW0574
 AW0574.The dynamic height is computed by dividing the NAVD 88
 AW0574.geopotential number by the normal gravity value computed on the
 AW0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0574.degrees latitude (g = 980.6199 gals.).
 AW0574
 AW0574.The modeled gravity was interpolated from observed gravity values.
 AW0574
 AW0574;                    North         East    Units  Estimated Accuracy
 AW0574;SPC TXSC     - 4,173,410.    1,010,400.      MT  (+/- 180 meters Scaled)
 AW0574
 AW0574                          SUPERSEDED SURVEY CONTROL
 AW0574
 AW0574  NAVD 88 (06/15/91)    3.261  (m)           10.70   (f) UNKNOWN     1 1
 AW0574  NGVD 29 (12/23/87)    3.258  (m)           10.69   (f) ADJUSTED    1 1
 AW0574
 AW0574.Superseded values are not recommended for survey control.
 AW0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0574.See file dsdata.txt to determine how the superseded data were derived.
 AW0574
 AW0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN278459(NAD 83)
 AW0574_MARKER: DD = SURVEY DISK
 AW0574_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 AW0574_SP_SET: GALVANIZED STEEL PIPE IN SLEEV
 AW0574_STAMPING: J J
 AW0574_MARK LOGO: USE   
 AW0574_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0574+STABILITY: POSITION/ELEVATION WELL
 AW0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0574+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 AW0574
 AW0574  HISTORY     - Date     Condition        Report By
 AW0574  HISTORY     - 1973     MONUMENTED       USE
 AW0574  HISTORY     - 1973     GOOD             NGS
 AW0574  HISTORY     - 1978     GOOD             NGS
 AW0574  HISTORY     - 1987     GOOD             NGS
 AW0574  HISTORY     - 1989     GOOD             USPSQD
 AW0574  HISTORY     - 19951006 GOOD             CHANCE
 AW0574  HISTORY     - 20030615 GOOD             USE
 AW0574  HISTORY     - 20041215 GOOD             USPSQD
 AW0574
 AW0574                          STATION DESCRIPTION
 AW0574
 AW0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0574'IN GALVESTON.
 AW0574'AT GALVESTON, AT FORT POINT, ABOUT 0.25 MILE NORTHEAST OF THE
 AW0574'GALVESTON-FORT BOLIVAR FERRY LANDING, ABOUT 0.1 MILE SOUTH OF THE U.S.
 AW0574'COAST GUARD STATION, 0.1 MILE NORTHEAST OF THE CORPS OF ENGINEERS
 AW0574'OFFICE, 43.0 FEET WEST OF THE WEST CORNER OF THE U.S. CORPS OF
 AW0574'ENGINEERS BUILDING 27.0 FEET WEST-NORTHWEST OF THE NORTH CORNER OF
 AW0574'FORT POINT SURVEY BUILDING OF THE CORPS OF ENGINEERS, 8.5 FEET
 AW0574'SOUTHEAST OF THE SOUTHEAST CURB OF A PAVED STREET, 2.5 FEET NORTHWEST
 AW0574'OF A WITNESS POST, A DISK ON THE TOP OF A 2-INCH GALVANIZED PIPE
 AW0574'DRIVEN TO A DEPTH OF 32 FEET.  THE PIPE IS ENCASED IN AN 8-INCH CASING
 AW0574'WHICH IS FILLED WITH GREASE AND THE OUTSIDE CASING IS PLACED AT A
 AW0574'DEPTH OF 20 FEET.  NOTE-- ACCESS TO MARK IS HAD BY REMOVING A SCREW
 AW0574'CAP ON CASING.
 AW0574
 AW0574                          STATION RECOVERY (1978)
 AW0574
 AW0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0574'RECOVERED IN GOOD CONDITION.
 AW0574
 AW0574                          STATION RECOVERY (1987)
 AW0574
 AW0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0574'RECOVERED IN GOOD CONDITION.
 AW0574
 AW0574                          STATION RECOVERY (1989)
 AW0574
 AW0574'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW0574'RECOVERED IN GOOD CONDITION.
 AW0574
 AW0574                          STATION RECOVERY (1995)
 AW0574
 AW0574'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW0574'RECOVERED AS DESCRIBED EXCEPT BUILDINGS REFERENCED IN DISTANCE TIES
 AW0574'HAVE BEEN DESTROYED.  A NEW TO REACH DESCRIPTION FOLLOWS, FROM THE
 AW0574'INTERSECTION OF FERRY ROAD AND SEAWALL BOULEVARD IN GALVESTON, NORTH
 AW0574'ON FERRY ROAD (US HIGHWAY 87) 0.75 MILES (1.21 KM) TO A TRAFFIC SIGNAL
 AW0574'AT THE JUNCTION OF STATE HIGHWAY 168, THENCE EAST AND NORTH ALONG
 AW0574'HIGHWAY 168 FOR 0.75 MILES (1.21 KM) TO THE ENTRANCE OF THE US ARMY
 AW0574'CORPS OF ENGINEERS OFFICE, PROCEED WEST ALONG THE DRIVE 0.1 MILES (0.2
 AW0574'KM) TO AN INTERSECTION, TURN RIGHT AND PROCEED NORTH TOWARDS THE US
 AW0574'COAST GUARD STATION 0.15 MILES (0.24 KM) TO AN SMALL ABANONED PARKING
 AW0574'LOT AND THE STATION ON THE RIGHT.  MARK IS A US ARMY CORPS OF
 AW0574'ENGINEERS TRAVERSE STATION DISK INSIDE A METAL CASING WITH A THREADED
 AW0574'LID.  ADDITIONAL TIES FOLLOW.  2.6 M (8.5 FT) SOUTHEAST OF THE
 AW0574'SOUTHEAST CURB OF THE DRIVE LEADING TO THE COAST GUARD STATION, 0.7 M
 AW0574'(2.3 FT) NORTHWEST OF THE WITNESS POST, 5.0 M (16.4 FT) WEST OF
 AW0574'SOUTHWEST CORNER OF THE PAVEMENT, 62.3 M (204.4 FT) WEST OF THE
 AW0574'SOUTHWEST CORNER OF A US ARMY CORPS OF ENGINEERS SURVEY BUILDING, 38.3
 AW0574'M (125.7 FT) NORTH OF A UTILITY POLE.
 AW0574
 AW0574                          STATION RECOVERY (2003)
 AW0574
 AW0574'RECOVERY NOTE BY US ENGINEERS 2003 (DWJ)
 AW0574'RECOVERED AS DESCRIBED
 AW0574
 AW0574                          STATION RECOVERY (2004)
 AW0574
 AW0574'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0132 ***********************************************************************
 GK0132  DESIGNATION -  JJ 377
 GK0132  PID         -  GK0132
 GK0132  STATE/COUNTY-  TX/OCHILTREE
 GK0132  USGS QUAD   -  FARNSWORTH (1973)
 GK0132
 GK0132                         *CURRENT SURVEY CONTROL
 GK0132  ___________________________________________________________________
 GK0132* NAD 83(1986)-  36 18 15.     (N)    100 57 51.     (W)     SCALED    
 GK0132* NAVD 88     -       912.053  (meters)    2992.29   (feet)  ADJUSTED  
 GK0132  ___________________________________________________________________
 GK0132  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GK0132  DYNAMIC HT  -         911.087 (meters)    2989.12  (feet)  COMP
 GK0132  MODELED GRAV-     979,542.6   (mgal)                       NAVD 88
 GK0132
 GK0132  VERT ORDER  -  SECOND    CLASS 0
 GK0132
 GK0132.The horizontal coordinates were scaled from a topographic map and have
 GK0132.an estimated accuracy of +/- 6 seconds.
 GK0132
 GK0132.The orthometric height was determined by differential leveling
 GK0132.and adjusted by the National Geodetic Survey in June 1991..
 GK0132
 GK0132.The geoid height was determined by GEOID03.
 GK0132
 GK0132.The dynamic height is computed by dividing the NAVD 88
 GK0132.geopotential number by the normal gravity value computed on the
 GK0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0132.degrees latitude (g = 980.6199 gals.).
 GK0132
 GK0132.The modeled gravity was interpolated from observed gravity values.
 GK0132
 GK0132;                    North         East    Units  Estimated Accuracy
 GK0132;SPC TX N     - 1,255,760.      248,130.      MT  (+/- 180 meters Scaled)
 GK0132
 GK0132                          SUPERSEDED SURVEY CONTROL
 GK0132
 GK0132  NGVD 29 (??/??/92)  911.646  (m)         2990.96   (f) ADJ UNCH    2 0
 GK0132
 GK0132.Superseded values are not recommended for survey control.
 GK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0132.See file dsdata.txt to determine how the superseded data were derived.
 GK0132
 GK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF236194(NAD 83)
 GK0132_MARKER: DB = BENCH MARK DISK
 GK0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0132_STAMPING: JJ 377 1943
 GK0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0132+STABILITY: SURFACE MOTION
 GK0132
 GK0132  HISTORY     - Date     Condition        Report By
 GK0132  HISTORY     - 1943     MONUMENTED       CGS
 GK0132  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0132
 GK0132                          STATION DESCRIPTION
 GK0132
 GK0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0132'1.4 MI S FROM FARNSWORTH.
 GK0132'1.4 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 GK0132'FARNSWORTH, 1.0 MILE NORTH OF A DIRT-ROAD INTERSECTION, 25.5 FEET WEST
 GK0132'OF THE CENTERLINE OF THE ROAD, 145 FEET SOUTH OF THE SECTIONLINE
 GK0132'FENCE, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCELINE.  A STANDARD
 GK0132'DISK, STAMPED JJ 377 1943 AND SET IN THE TOP OF A CONCRETE POST
 GK0132'PROJECTING ABOUT 3 INCHES ABOVE GROUND.  NOTE-- RD. WORK IN AREA.
 GK0132
 GK0132                          STATION RECOVERY (1973)
 GK0132
 GK0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0574 ***********************************************************************
 AN0574  DESIGNATION -  JJ 597
 AN0574  PID         -  AN0574
 AN0574  STATE/COUNTY-  TX/VICTORIA
 AN0574  USGS QUAD   -  PLACEDO (1995)
 AN0574
 AN0574                         *CURRENT SURVEY CONTROL
 AN0574  ___________________________________________________________________
 AN0574* NAD 83(1986)-  28 40 41.     (N)    096 48 31.     (W)     SCALED    
 AN0574* NAVD 88     -        15.79   (+/-2cm)      51.8    (feet)  VERTCON   
 AN0574  ___________________________________________________________________
 AN0574  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0574
 AN0574  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0574
 AN0574.The horizontal coordinates were scaled from a topographic map and have
 AN0574.an estimated accuracy of +/- 6 seconds.
 AN0574
 AN0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0574.The vertical order pertains to the NGVD 29 superseded value.
 AN0574
 AN0574.The geoid height was determined by GEOID03.
 AN0574
 AN0574;                    North         East    Units  Estimated Accuracy
 AN0574;SPC TXSC     - 4,095,630.      814,160.      MT  (+/- 180 meters Scaled)
 AN0574
 AN0574                          SUPERSEDED SURVEY CONTROL
 AN0574
 AN0574  NGVD 29 (??/??/92)   15.913  (m)           52.21   (f) ADJ UNCH    1 2
 AN0574
 AN0574.Superseded values are not recommended for survey control.
 AN0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0574.See file dsdata.txt to determine how the superseded data were derived.
 AN0574
 AN0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS141742(NAD 83)
 AN0574_MARKER: DB = BENCH MARK DISK
 AN0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0574_SP_SET: CULVERT
 AN0574_STAMPING: JJ 597 1942
 AN0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0574
 AN0574  HISTORY     - Date     Condition        Report By
 AN0574  HISTORY     - 1942     MONUMENTED       CGS
 AN0574  HISTORY     - 1959     GOOD             NGS
 AN0574
 AN0574                          STATION DESCRIPTION
 AN0574
 AN0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0574'1.8 MI S FROM PLACEDO.
 AN0574'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PLACEDO--
 AN0574'PROCEED 1.8 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 87 TO THE SITE OF
 AN0574'THE BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE SOUTH END OF
 AN0574'THE WEST HEADWALL OF CONCRETE HIGHWAY CULVERT, ABOUT 2.2 MILES NORTH
 AN0574'OF INTERSECTION OF ROAD LEADING EASTERLY AND 15.0 FEET WEST OF AND
 AN0574'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.  STAMPED JJ 597
 AN0574'1942, A STANDARD DISK SET IN A DRILL HOLE.
 AN0574
 AN0574                          STATION RECOVERY (1959)
 AN0574
 AN0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AN0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0575 ***********************************************************************
 AN0575  DESIGNATION -  JJ 597 RESET 1959
 AN0575  PID         -  AN0575
 AN0575  STATE/COUNTY-  TX/VICTORIA
 AN0575  USGS QUAD   -  PLACEDO (1995)
 AN0575
 AN0575                         *CURRENT SURVEY CONTROL
 AN0575  ___________________________________________________________________
 AN0575* NAD 83(1986)-  28 40 51.     (N)    096 48 44.     (W)     SCALED    
 AN0575* NAVD 88     -        14.90   (+/-2cm)      48.9    (feet)  VERTCON   
 AN0575  ___________________________________________________________________
 AN0575  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0575
 AN0575  VERT ORDER  -  THIRD (See Below)
 AN0575
 AN0575.The horizontal coordinates were scaled from a topographic map and have
 AN0575.an estimated accuracy of +/- 6 seconds.
 AN0575
 AN0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0575.The vertical order pertains to the NGVD 29 superseded value.
 AN0575
 AN0575.The geoid height was determined by GEOID03.
 AN0575
 AN0575;                    North         East    Units  Estimated Accuracy
 AN0575;SPC TXSC     - 4,095,930.      813,800.      MT  (+/- 180 meters Scaled)
 AN0575
 AN0575                          SUPERSEDED SURVEY CONTROL
 AN0575
 AN0575  NGVD 29 (??/??/??)   15.03   (m)           49.3    (f) RESET       3  
 AN0575
 AN0575.Superseded values are not recommended for survey control.
 AN0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0575.See file dsdata.txt to determine how the superseded data were derived.
 AN0575
 AN0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS137745(NAD 83)
 AN0575_MARKER: DB = BENCH MARK DISK
 AN0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0575_STAMPING: JJ 597 RESET 1959
 AN0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0575+STABILITY: SURFACE MOTION
 AN0575
 AN0575  HISTORY     - Date     Condition        Report By
 AN0575  HISTORY     - 1959     MONUMENTED       CGS
 AN0575  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN0575
 AN0575                          STATION DESCRIPTION
 AN0575
 AN0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN0575'1.5 MI SE FROM PLACEDO.
 AN0575'ABOUT 1.5 MILES SOUTHEAST ALONG T. AND N.O.R.R. AND THE HIGHWAY NO.
 AN0575'U.S.87, ACROSS THE HIGHWAY SOUTHWEST FROM THE TRACKS, 68 YARDS
 AN0575'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 24 YARDS NORTHEAST OF A
 AN0575'PIPE LINE VALVE AND 4 YARDS SOUTH OF THE SOUTH EDGE OF A DRAINAGE
 AN0575'DITCH. A DISK STAMPED JJ 597 RESET 1959 IN A CONCRETE POST PROJECTING
 AN0575'ABOUT 3 INCHES.
 AN0575
 AN0575                          STATION RECOVERY (1978)
 AN0575
 AN0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0575'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0362 ***********************************************************************
 AJ0362  DESIGNATION -  JJ 621
 AJ0362  PID         -  AJ0362
 AJ0362  STATE/COUNTY-  TX/DUVAL
 AJ0362  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0362
 AJ0362                         *CURRENT SURVEY CONTROL
 AJ0362  ___________________________________________________________________
 AJ0362* NAD 83(1986)-  27 16 47.     (N)    098 15 49.     (W)     SCALED    
 AJ0362* NAVD 88     -        65.274  (meters)     214.15   (feet)  ADJUSTED  
 AJ0362  ___________________________________________________________________
 AJ0362  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AJ0362  DYNAMIC HT  -          65.171 (meters)     213.82  (feet)  COMP
 AJ0362  MODELED GRAV-     979,065.2   (mgal)                       NAVD 88
 AJ0362
 AJ0362  VERT ORDER  -  SECOND    CLASS 0
 AJ0362
 AJ0362.The horizontal coordinates were scaled from a topographic map and have
 AJ0362.an estimated accuracy of +/- 6 seconds.
 AJ0362
 AJ0362.The orthometric height was determined by differential leveling
 AJ0362.and adjusted by the National Geodetic Survey in June 1991..
 AJ0362
 AJ0362.The geoid height was determined by GEOID03.
 AJ0362
 AJ0362.The dynamic height is computed by dividing the NAVD 88
 AJ0362.geopotential number by the normal gravity value computed on the
 AJ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0362.degrees latitude (g = 980.6199 gals.).
 AJ0362
 AJ0362.The modeled gravity was interpolated from observed gravity values.
 AJ0362
 AJ0362;                    North         East    Units  Estimated Accuracy
 AJ0362;SPC TX S     - 5,178,740.      323,400.      MT  (+/- 180 meters Scaled)
 AJ0362
 AJ0362                          SUPERSEDED SURVEY CONTROL
 AJ0362
 AJ0362  NGVD 29 (??/??/92)   65.36   (m)          214.4    (f) COMPUTED    2 0
 AJ0362
 AJ0362.Superseded values are not recommended for survey control.
 AJ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0362.See file dsdata.txt to determine how the superseded data were derived.
 AJ0362
 AJ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR728176(NAD 83)
 AJ0362_MARKER: DB = BENCH MARK DISK
 AJ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0362_STAMPING: JJ 621 1942
 AJ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0362+STABILITY: SURFACE MOTION
 AJ0362
 AJ0362  HISTORY     - Date     Condition        Report By
 AJ0362  HISTORY     - 1942     MONUMENTED       CGS
 AJ0362  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0362
 AJ0362                          STATION DESCRIPTION
 AJ0362
 AJ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0362'10.8 MI NW FROM FALFURRIAS.
 AJ0362'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 10.8
 AJ0362'MILES NORTHEASTERLY ALONG OLD ROAD TO HEBBRONVILLE TO THE SITE OF THE
 AJ0362'BENCH MARK.  BENCH MARK IS ABOUT 0.5 MILE EAST OF INTERSECTION OF
 AJ0362'CROSSROAD, ABOUT 210.0 FEET NORTHEAST OF A FARM HOUSE AND 28.0 FEET
 AJ0362'NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  IT IS
 AJ0362'3.0 FEET NORTH OF FENCE AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AJ0362'POST.  THE MONUMENT PROJECTS 0.4 FOOT.
 AJ0362
 AJ0362                          STATION RECOVERY (1968)
 AJ0362
 AJ0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9336 ***********************************************************************
 DG9336  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9336  DESIGNATION -  JNH SURVEYING COO CORS ARP
 DG9336  CORS_ID     -  JNHI
 DG9336  PID         -  DG9336
 DG9336  STATE/COUNTY-  TX/CAMERON
 DG9336  USGS QUAD   -  HARLINGEN (1983)
 DG9336
 DG9336                         *CURRENT SURVEY CONTROL
 DG9336  ___________________________________________________________________
 DG9336* NAD 83(CORS)-  26 11 23.26758(N)    097 40 57.54131(W)     ADJUSTED  
 DG9336* NAVD 88     -                                                        
 DG9336  ___________________________________________________________________
 DG9336  EPOCH DATE  -        2002.00
 DG9336  X           -    -765,629.454 (meters)                     COMP
 DG9336  Y           -  -5,675,660.723 (meters)                     COMP
 DG9336  Z           -   2,797,943.568 (meters)                     COMP
 DG9336  ELLIP HEIGHT-          -5.50  (meters)          (03/??/05) GPS OBS
 DG9336  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 DG9336
 DG9336  HORZ ORDER  -  SPECIAL (CORS)
 DG9336  ELLP ORDER  -  SPECIAL (CORS)
 DG9336
 DG9336.ITRF positions are available for this station.
 DG9336.The coordinates were established by GPS observations
 DG9336.and adjusted by the National Geodetic Survey in March 2005..
 DG9336.The coordinates are valid at the epoch date displayed above.
 DG9336.The epoch date for horizontal control is a decimal equivalence
 DG9336.of Year/Month/Day.
 DG9336
 DG9336
 DG9336.The PID for the CORS L1 Phase Center is DG9337.
 DG9336
 DG9336.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9336
 DG9336.The ellipsoidal height was determined by GPS observations
 DG9336.and is referenced to NAD 83.
 DG9336
 DG9336.The geoid height was determined by GEOID03.
 DG9336
 DG9336;                    North         East     Units Scale Factor Converg.
 DG9336;SPC TX S     - 5,058,224.676   381,698.194   MT  0.99999425   +0 22 15.9
 DG9336;SPC TX S     -16,595,192.12  1,252,288.16   sFT  0.99999425   +0 22 15.9
 DG9336
 DG9336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9336!SPC TX S     -   1.00000086  x   0.99999425  =   0.99999511
 DG9336
 DG9336                          SUPERSEDED SURVEY CONTROL
 DG9336
 DG9336.No superseded survey control is available for this station.
 DG9336
 DG9336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP3163297371(NAD 83)
 DG9336_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9336
 DG9336                          STATION DESCRIPTION
 DG9336
 DG9336'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9336'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9336'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9336'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9336'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9336'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9337 ***********************************************************************
 DG9337  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9337  DESIGNATION -  JNH SURVEYING COO CORS L1 PHASE CENTER
 DG9337  CORS_ID     -  JNHI
 DG9337  PID         -  DG9337
 DG9337  STATE/COUNTY-  TX/CAMERON
 DG9337  USGS QUAD   -  HARLINGEN (1983)
 DG9337
 DG9337                         *CURRENT SURVEY CONTROL
 DG9337  ___________________________________________________________________
 DG9337* NAD 83(CORS)-  26 11 23.26766(N)    097 40 57.54126(W)     ADJUSTED  
 DG9337* NAVD 88     -                                                        
 DG9337  ___________________________________________________________________
 DG9337  EPOCH DATE  -        2002.00
 DG9337  X           -    -765,629.466 (meters)                     COMP
 DG9337  Y           -  -5,675,660.820 (meters)                     COMP
 DG9337  Z           -   2,797,943.619 (meters)                     COMP
 DG9337  ELLIP HEIGHT-          -5.39  (meters)          (03/??/05) GPS OBS
 DG9337  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 DG9337
 DG9337  HORZ ORDER  -  SPECIAL (CORS)
 DG9337  ELLP ORDER  -  SPECIAL (CORS)
 DG9337
 DG9337.ITRF positions are available for this station.
 DG9337.The coordinates were established by GPS observations
 DG9337.and adjusted by the National Geodetic Survey in March 2005..
 DG9337.The coordinates are valid at the epoch date displayed above.
 DG9337.The epoch date for horizontal control is a decimal equivalence
 DG9337.of Year/Month/Day.
 DG9337
 DG9337
 DG9337.The PID for the CORS ARP is DG9336.
 DG9337
 DG9337.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9337
 DG9337.The ellipsoidal height was determined by GPS observations
 DG9337.and is referenced to NAD 83.
 DG9337
 DG9337.The geoid height was determined by GEOID03.
 DG9337
 DG9337;                    North         East     Units Scale Factor Converg.
 DG9337;SPC TX S     - 5,058,224.679   381,698.196   MT  0.99999425   +0 22 15.9
 DG9337;SPC TX S     -16,595,192.13  1,252,288.16   sFT  0.99999425   +0 22 15.9
 DG9337
 DG9337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9337!SPC TX S     -   1.00000085  x   0.99999425  =   0.99999510
 DG9337
 DG9337                          SUPERSEDED SURVEY CONTROL
 DG9337
 DG9337.No superseded survey control is available for this station.
 DG9337
 DG9337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP3163297371(NAD 83)
 DG9337_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9337
 DG9337                          STATION DESCRIPTION
 DG9337
 DG9337'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9337'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9337'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9337'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9337'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9337'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1111 ***********************************************************************
 CR1111  DESIGNATION -  JOBE
 CR1111  PID         -  CR1111
 CR1111  STATE/COUNTY-  TX/HARRISON
 CR1111  USGS QUAD   -  STRICKLIN SPRINGS (1978)
 CR1111
 CR1111                         *CURRENT SURVEY CONTROL
 CR1111  ___________________________________________________________________
 CR1111* NAD 83(1993)-  32 29 26.06769(N)    094 08 41.17681(W)     ADJUSTED  
 CR1111* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 CR1111  ___________________________________________________________________
 CR1111  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 CR1111  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CR1111
 CR1111  HORZ ORDER  -  SECOND
 CR1111
 CR1111.The horizontal coordinates were established by classical geodetic methods
 CR1111.and adjusted by the National Geodetic Survey in February 1996..
 CR1111
 CR1111.The orthometric height was scaled from a topographic map.
 CR1111
 CR1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1111
 CR1111.The geoid height was determined by GEOID03.
 CR1111
 CR1111;                    North         East     Units Scale Factor Converg.
 CR1111;SPC TXNC     - 2,099,846.826 1,009,183.080   MT  0.99992023   +2 22 31.1
 CR1111;SPC TXNC     - 6,889,247.46  3,310,961.49   sFT  0.99992023   +2 22 31.1
 CR1111;SPC LA N     -   221,882.209   845,425.007   MT  0.99996459   -0 52 10.5
 CR1111;SPC LA N     -   727,958.55  2,773,698.54   sFT  0.99996459   -0 52 10.5
 CR1111;UTM  15      - 3,595,391.474   392,446.866   MT  0.99974264   -0 36 53.9
 CR1111
 CR1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1111!SPC TXNC     -   0.99998904  x   0.99992023  =   0.99990927
 CR1111!SPC LA N     -   0.99998904  x   0.99996459  =   0.99995363
 CR1111!UTM  15      -   0.99998904  x   0.99974264  =   0.99973168
 CR1111
 CR1111|---------------------------------------------------------------------|
 CR1111| PID    Reference Object                     Distance      Geod. Az  |
 CR1111|                                                           dddmmss.s |
 CR1111| CX6565 JOBE RM 1                            33.188 METERS 00918     |
 CR1111| CR1110 SOCAGEE                             APPROX. 7.7 KM 1955809.1 |
 CR1111| CX6566 JOBE RM 2                            42.307 METERS 27335     |
 CR1111| CX6564 JOBE AZ MK                                         2794713.1 |
 CR1111|---------------------------------------------------------------------|
 CR1111
 CR1111                          SUPERSEDED SURVEY CONTROL
 CR1111
 CR1111  NAD 83(1986)-  32 29 26.07732(N)    094 08 41.16764(W) AD(       ) 2
 CR1111  NAD 27      -  32 29 25.52770(N)    094 08 40.48520(W) AD(       ) 2
 CR1111
 CR1111.Superseded values are not recommended for survey control.
 CR1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1111.See file dsdata.txt to determine how the superseded data were derived.
 CR1111
 CR1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR9244795391(NAD 83)
 CR1111_MARKER: DS = TRIANGULATION STATION DISK
 CR1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1111
 CR1111  HISTORY     - Date     Condition        Report By
 CR1111  HISTORY     - 1950     MONUMENTED       CGS
 CR1111  HISTORY     - 1956     GOOD             CGS
 CR1111  HISTORY     - 1973     GOOD             ABRAMS
 CR1111  HISTORY     - 19980530 GOOD             USPSQD
 CR1111
 CR1111                          STATION DESCRIPTION
 CR1111
 CR1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1111'STATION IS LOCATED ABOUT 12 MILES EAST-SOUTHEAST OF MARSHALL,
 CR1111'5 MILES WEST-NORTHWEST OF WASKOM AND ON A LOW TREE COVERED
 CR1111'KNOLL JUST NORTH OF U.S. HIGHWAY 80.  IT IS ABOUT 80 FEET NORTH
 CR1111'OF THE HIGHWAY, 20 FEET NORTHEAST OF A FENCE CORNER, 23 FEET
 CR1111'EAST OF A GATE POST AND 5-1/2 FEET SOUTHWEST OF A WITNESS POST.
 CR1111'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED,
 CR1111'JOBE 1950.
 CR1111'
 CR1111'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE KNOLL, 35
 CR1111'FEET EAST OF A TRACK ROAD AND 61 FEET EAST OF A FENCE.  THE
 CR1111'MARK PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED, JOBE NO 1
 CR1111'1950.
 CR1111'
 CR1111'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 CR1111'80, 61 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 75 FEET
 CR1111'WEST OF A GATE POST AND 5 FEET SOUTH OF THE RIGHT-OF-WAY
 CR1111'FENCE LINE.
 CR1111'
 CR1111'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 80, 69
 CR1111'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 72 FEET WEST
 CR1111'OF A DRIVEWAY AND 1 FOOT EAST OF A WITNESS POST.  THE MARK
 CR1111'PROJECTS ABOUT 6 INCHES AND THE DISC IS STAMPED, JOBE 1950.
 CR1111'
 CR1111'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS
 CR1111'80 AND 59 BY GOING EASTERLY ON U.S. HIGHWAY 80 FOR 12.0 MILES
 CR1111'TO THE AZIMUTH MARK ON THE RIGHT, JUST WEST OF THE DRIVEWAY
 CR1111'AS MENTIONED ABOVE.  CONTINUE EASTERLY ON HIGHWAY FOR 0.4
 CR1111'MILES TO A KNOLL ON THE LEFT AND A FARM ROAD AND GATE, THE
 CR1111'ENTRANCE TO THE PASTURE THE STATION IS IN.  THIS IS THE
 CR1111'STATION SITE.
 CR1111'
 CR1111'A 90 FOOT SIGNAL AT GRANGER WAS VISIBLE FROM THE GROUND.
 CR1111'
 CR1111'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CR1111
 CR1111                          STATION RECOVERY (1956)
 CR1111
 CR1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HWH)
 CR1111'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION
 CR1111'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE ARE
 CR1111'CORRECT.
 CR1111
 CR1111                          STATION RECOVERY (1973)
 CR1111
 CR1111'RECOVERY NOTE BY ABRAMS AERIAL SURVEYS 1973 (JH)
 CR1111'JOBE 1950 - GOOD
 CR1111'
 CR1111'JOBE R.M. 1 - GOOD
 CR1111'
 CR1111'JOBE R.M. 2 - CAP GONE
 CR1111'
 CR1111'JOBE AZI MK - NOT FOUND TIES PUT MK IN WEST BOUND LANE OF
 CR1111'I-20
 CR1111
 CR1111                          STATION RECOVERY (1998)
 CR1111
 CR1111'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1054 ***********************************************************************
 GK1054  DESIGNATION -  JOCKS
 GK1054  PID         -  GK1054
 GK1054  STATE/COUNTY-  TX/ROBERTS
 GK1054  USGS QUAD   -  SOURDOUGH CREEK SW (1973)
 GK1054
 GK1054                         *CURRENT SURVEY CONTROL
 GK1054  ___________________________________________________________________
 GK1054* NAD 83(1993)-  36 01 11.67591(N)    100 54 13.28306(W)     ADJUSTED  
 GK1054* NAVD 88     -       930.     (meters)    3051.     (feet)  SCALED    
 GK1054  ___________________________________________________________________
 GK1054  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 GK1054  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 GK1054
 GK1054  HORZ ORDER  -  FIRST
 GK1054
 GK1054.The horizontal coordinates were established by classical geodetic methods
 GK1054.and adjusted by the National Geodetic Survey in February 1996..
 GK1054
 GK1054.The orthometric height was scaled from a topographic map.
 GK1054
 GK1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1054
 GK1054.The geoid height was determined by GEOID03.
 GK1054
 GK1054;                    North         East     Units Scale Factor Converg.
 GK1054;SPC TX N     - 1,224,249.688   253,749.859   MT  0.99996597   +0 20 44.1
 GK1054;SPC TX N     - 4,016,559.18    832,511.00   sFT  0.99996597   +0 20 44.1
 GK1054;UTM  14      - 3,987,832.990   328,458.288   MT  0.99996260   -1 07 11.2
 GK1054
 GK1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1054!SPC TX N     -   0.99985830  x   0.99996597  =   0.99982427
 GK1054!UTM  14      -   0.99985830  x   0.99996260  =   0.99982090
 GK1054
 GK1054|---------------------------------------------------------------------|
 GK1054| PID    Reference Object                     Distance      Geod. Az  |
 GK1054|                                                           dddmmss.s |
 GK1054| CL3230 JOCKS RM 1                           15.682 METERS 08055     |
 GK1054| CL3231 JOCKS RM 2                           16.192 METERS 20223     |
 GK1054| CL3229 JOCKS AZ MK                                        3383521.0 |
 GK1054|---------------------------------------------------------------------|
 GK1054
 GK1054                          SUPERSEDED SURVEY CONTROL
 GK1054
 GK1054  NAD 83(1993)-  36 01 11.67627(N)    100 54 13.28308(W) AD(       ) 1
 GK1054  NAD 83(1986)-  36 01 11.68272(N)    100 54 13.27071(W) AD(       ) 1
 GK1054  NAD 27      -  36 01 11.54700(N)    100 54 11.73100(W) AD(       ) 1
 GK1054
 GK1054.Superseded values are not recommended for survey control.
 GK1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1054.See file dsdata.txt to determine how the superseded data were derived.
 GK1054
 GK1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE2845887833(NAD 83)
 GK1054_MARKER: DS = TRIANGULATION STATION DISK
 GK1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1054
 GK1054  HISTORY     - Date     Condition        Report By
 GK1054  HISTORY     - 1951     MONUMENTED       CGS
 GK1054
 GK1054                          STATION DESCRIPTION
 GK1054
 GK1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 GK1054'THE STATION IS ABOUT 30 MILES AIR LINE WEST-NORTHWEST OF CANADIAN.
 GK1054'4 MILES NORTH OF THE CANADIAN RIVER.  3-1/2 MILES SOUTH-SOUTHEAST
 GK1054'OF THE C.N. MC GARRAUGH RANCH BUILDINGS.  2-1/2 MILES SOUTH
 GK1054'OF THE ROBERTS-OCHILTREE COUNTY LINE.  1/2 MILE WEST OF JOCKS
 GK1054'CREEK AND 1/2 MILE NORTH OF A BUTTE WHICH IS ABOUT 1/2 MILE
 GK1054'IN DIAMETER AND SLIGHTLY HIGHER THAN THE STATION.  IT IS ON
 GK1054'A SMALL GRASSY KNOB ON THE HIGH RIM OF THE RIVER BREAKS.
 GK1054'
 GK1054'TO REACH THE STATION FROM CANADIAN GO EAST-NORTHEAST ON
 GK1054'U.S. HIGHWAY 60 FOR 2.2 MILES TO THE JUNCTION OF U.S. HIGHWAY
 GK1054'60 AND U.S. HIGHWAY 83.  TURN LEFT AND FOLLOW U.S. HIGHWAY 83
 GK1054'NORTHWESTERLY FOR 16.6 MILES TO A CROSS ROAD AT THE TOP OF
 GK1054'A HILL AND RANCH BUILDINGS ON BOTH SIDES OF THE HIGHWAY.
 GK1054'TURN LEFT AND FOLLOW THE GRADED DIRT ROAD 14.0 MILES TO A
 GK1054'STOP SIGN WHERE THE DIRT ROAD CROSSES STATE HIGHWAY 70.  CROSS
 GK1054'HIGHWAY 70 AND CONTINUE WEST FOR 5.0 MILES TO A STEEL ARCH
 GK1054'OVER A CATTLE GUARD ON THE LEFT, AT THE ENTRANCE TO THE C.N.
 GK1054'MC GARRAUGH RANCH BUILDINGS.  TURN LEFT, THROUGH THE CATTLE
 GK1054'GUARD AND GO 1.8 MILES TO THE RANCH BUILDINGS.  CONTINUE
 GK1054'STRAIGHT AHEAD, SOUTH, PAST THE HOUSE, AND THROUGH A CATTLE
 GK1054'GUARD INTO A SMALL CORRAL ABOUT 50 YARDS SOUTH OF THE
 GK1054'HOUSE.  BEAR RIGHT TO THE SOUTHWEST CORNER OF THE CORRAL
 GK1054'AND TO A BOARD GATE IN THE EAST-WEST FENCE LINE.  PASS
 GK1054'THROUGH THE BOARD GATE AND FOLLOW THE TRACK ROAD FIRST
 GK1054'ALONG THE EAST SIDE OF A FENCE, THEN LEFT SHORTLY AFTER
 GK1054'PASSING THROUGH THE GATE AND GO 0.8 MILE TO A Y-FORK.  TAKE
 GK1054'THE RIGHT FORK 1.5 MILES TO A GATE IN AN EAST-WEST FENCE
 GK1054'LINE.  PASS THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD
 GK1054'FOR 1.0 MILE TO A LONE WINDMILL, WATER TANK AND A SMALL
 GK1054'RESERVOIR.  THE AZIMUTH MARK IS 25 FEET EAST OF THIS
 GK1054'WINDMILL.  CONTINUE ACROSS COUNTRY IN A
 GK1054'SOUTH-SOUTHEASTERLY DIRECTION, WINDING AROUND GULLIES THAT
 GK1054'HAVE ERODED INTO THE RIDGE, FOR 0.8 MILE TO A GRASSY KNOB
 GK1054'AND THE STATION NEAR THE SOUTH END OF THE RIDGE.
 GK1054'
 GK1054'THE STATION MARK, STAMPED JOCKS 1951, IS A BRONZE DISK SET
 GK1054'IN A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 7
 GK1054'FEET EAST OF A WHITE WITNESS POST.
 GK1054'
 GK1054'REFERENCE MARK NO. 1, STAMPED JOCKS NO 1 1951, IS A BRONZE
 GK1054'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 GK1054'AND IT IS 3 FEET LOWER THAN THE STATION.
 GK1054'
 GK1054'REFERENCE MARK NO. 2, STAMPED JOCKS NO 2 1951, IS A BRONZE
 GK1054'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 GK1054'AND IT IS 1-1/2 FEET LOWER THAN THE STATION.
 GK1054'
 GK1054'THE AZIMUTH MARK, STAMPED JOCKS 1951, IS A BRONZE DISK SET
 GK1054'IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 80 FEET
 GK1054'EAST-SOUTHEAST OF A 4-FOOT HIGH PILE OF GRAVEL AT THE NORTH END
 GK1054'OF A SMALL RESERVOIR.  AND 3 FEET WEST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2311 ***********************************************************************
 AN2311  DESIGNATION -  JOE
 AN2311  PID         -  AN2311
 AN2311  STATE/COUNTY-  TX/ARANSAS
 AN2311  USGS QUAD   -  ST CHARLES BAY SW (1952)
 AN2311
 AN2311                         *CURRENT SURVEY CONTROL
 AN2311  ___________________________________________________________________
 AN2311* NAD 83(1993)-  28 03 59.64372(N)    096 54 29.48690(W)     ADJUSTED  
 AN2311* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AN2311  ___________________________________________________________________
 AN2311  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AN2311  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN2311
 AN2311  HORZ ORDER  -  SECOND
 AN2311
 AN2311.The horizontal coordinates were established by classical geodetic methods
 AN2311.and adjusted by the National Geodetic Survey in February 1996..
 AN2311
 AN2311.The orthometric height was scaled from a topographic map.
 AN2311
 AN2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2311
 AN2311.The geoid height was determined by GEOID03.
 AN2311
 AN2311;                    North         East     Units Scale Factor Converg.
 AN2311;SPC TXSC     - 4,027,689.772   805,638.507   MT  1.00010598   +1 01 29.3
 AN2311;SPC TXSC     -13,214,178.86  2,643,165.67   sFT  1.00010598   +1 01 29.3
 AN2311;SPC TX S     - 5,266,891.656   456,483.393   MT  1.00006736   +0 43 21.7
 AN2311;SPC TX S     -17,279,793.71  1,497,645.93   sFT  1.00006736   +0 43 21.7
 AN2311;UTM  14      - 3,106,342.543   705,571.061   MT  1.00012161   +0 59 04.3
 AN2311
 AN2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2311!SPC TXSC     -   1.00000391  x   1.00010598  =   1.00010989
 AN2311!SPC TX S     -   1.00000391  x   1.00006736  =   1.00007127
 AN2311!UTM  14      -   1.00000391  x   1.00012161  =   1.00012552
 AN2311
 AN2311|---------------------------------------------------------------------|
 AN2311| PID    Reference Object                     Distance      Geod. Az  |
 AN2311|                                                           dddmmss.s |
 AN2311| CV7308 JOE RM 1                             15.290 METERS 07717     |
 AN2311| CV7309 JOE RM 2                             14.670 METERS 17327     |
 AN2311| AN2312 LUCK                                APPROX. 7.4 KM 2282238.8 |
 AN2311|---------------------------------------------------------------------|
 AN2311
 AN2311                          SUPERSEDED SURVEY CONTROL
 AN2311
 AN2311  NAD 83(1986)-  28 03 59.65140(N)    096 54 29.46585(W) AD(       ) 2
 AN2311  NAD 27      -  28 03 58.59300(N)    096 54 28.50600(W) AD(       ) 2
 AN2311
 AN2311.Superseded values are not recommended for survey control.
 AN2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2311.See file dsdata.txt to determine how the superseded data were derived.
 AN2311
 AN2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS0557106343(NAD 83)
 AN2311_MARKER: DS = TRIANGULATION STATION DISK
 AN2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN2311_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AN2311
 AN2311  HISTORY     - Date     Condition        Report By
 AN2311  HISTORY     - 1911     MONUMENTED       CGS
 AN2311  HISTORY     - 1934     GOOD             CGS
 AN2311  HISTORY     - 1938     GOOD             CGS
 AN2311  HISTORY     - 1969     GOOD             CGS
 AN2311
 AN2311                          STATION DESCRIPTION
 AN2311
 AN2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (JCG)
 AN2311'ON THE N SIDE OF ST. JOSEPH ISLAND, ABOUT 1-1/2 MILES BACK
 AN2311'FROM THE BEACH, ON A SMALL TRACT OF HIGH FIRM GROUND, 75
 AN2311'METERS FROM THE E END OF THE ISLAND, AND 40 METERS BACK
 AN2311'FROM THE N SIDE.
 AN2311'
 AN2311'(OLD) NOTE 1--THE STATION IS MARKED WITH A STANDARD DISK
 AN2311'STATION MARK SET IN A CORE OF CEMENT 2 FEET IN DIAMETER
 AN2311'AND 2-1/2 FEET DEEP.  THE UNDERGROUND OR SUBSURFACE MARK
 AN2311'IS A BOTTLE OR A SPIKE ALSO SET IN CONCRETE FROM 2-1/2 TO
 AN2311'3-1/2 FEET BELOW THE SURFACE.
 AN2311'
 AN2311'(OLD) NOTE 2--SAME AS (OLD) NOTE 1, WITH THE ADDITION THAT
 AN2311'REFERENCE MARK 1 IS A BOTTLE EMBEDDED IN A CONCRETE CORE
 AN2311'2-1/2 FEET BELOW THE SURFACE, THE SURFACE MARK BEING ALSO
 AN2311'A BOTTLE SET IN A CORE OF CONCRETE ABOUT 18 INCHES IN DIAMETER.
 AN2311'REFERENCE MARK 2 IS A STANDARD DISK REFERENCE MARK EMBEDDED
 AN2311'IN CONCRETE WITH A BOTTLE AS AN UNDERGROUND MARK ALSO SET
 AN2311'IN A CORE OF CONCRETE 2-1/2 FEET BELOW THE SURFACE.  IN
 AN2311'SOME CASES THE UNDERGROUND MARK IS A SPIKE INSTEAD OF A
 AN2311'BOTTLE.
 AN2311'
 AN2311'REFERENCE MARK 1 IS 15.29 METERS FROM THE STATION N 77 DEG 17 MIN E.
 AN2311'
 AN2311'REFERENCE MARK 2 IS 14.67 METERS FROM THE STATION S 6 DEG 35 MIN E.
 AN2311
 AN2311                          STATION RECOVERY (1934)
 AN2311
 AN2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AN2311'STATION IS LOCATED ABOUT 9 MILES ENE OF ROCKPORT, ABOUT
 AN2311'7-1/2 MILES SE OF LAMAR, ON ST. JOSEPH ISLAND.  IT IS 1-1/2
 AN2311'MILES E OF THE E SHORE OF ARANSAS BAY, 2-1/2 MILES NW OF
 AN2311'THE GULF BEACH, AND ON A SMALL TRACT OF HIGH GROUND COVERED
 AN2311'WITH A HEAVY GROWTH OF SCRUB TIMBER.  THIS IS THE ONLY SUCH
 AN2311'TRACT IN THE VICINITY.
 AN2311'
 AN2311'REFERENCE MARK 1 IS 15.29 METERS E OF STATION AND IS A BOTTLE
 AN2311'SET IN CONCRETE.
 AN2311'
 AN2311'REFERENCE MARK 2 IS 14.67 METERS S OF STATION AND IS A DISK SET
 AN2311'IN CONCRETE.
 AN2311'
 AN2311'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--ROCKPORT
 AN2311'COURTHOUSE, 255 DEG.  WINDMILL (2 MILES E), 125 DEG.  WINDMILL
 AN2311'(3 MILES NE), 100 DEG.
 AN2311
 AN2311                          STATION RECOVERY (1938)
 AN2311
 AN2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AN2311'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 AN2311'UNDERGROUND MARK IS A BOTTLE.
 AN2311'
 AN2311'STATION IS LOCATED NEAR THE N END OF ST. JOSEPH ISLAND, ABOUT
 AN2311'1-3/4 MILES SE OF BIRD ISLAND POINT.  THE COUNTRY IN THE
 AN2311'VICINITY OF THE STATION IS CUT UP BY GRASS-AND BRUSH-COVERED
 AN2311'HUMMOCKS AND IS CONFUSING WITHOUT THE AID OF A COMPASS OR
 AN2311'SOME OTHER AID IN DIRECTION.  STATION IS LOCATED NEAR THE
 AN2311'E END OF THE LARGEST AND MOST SUBSTANTIAL LOOKING HUMMOCK
 AN2311'IN THIS VICINITY.  THE BRUSH, MOSTLY MESQUITE, IS ABOUT 14
 AN2311'FEET HIGH.  STATION IS ABOUT 2-1/2 MILES NW OF THE GULF BEACH.
 AN2311'
 AN2311'THE SURFACE MARK WAS COVERED WITH ABOUT 2 INCHES OF SAND.
 AN2311
 AN2311                          STATION RECOVERY (1969)
 AN2311
 AN2311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AN2311'THIS STATION WAS NOT VISITED AT THIS TIME.  AN OIL COMPANY
 AN2311'EMPLOYEE STATED THAT STATION WAS VISITED BY THEIR CREW IN
 AN2311'1968 AND FOUND ALL MARKS TO BE IN GOOD CONDITION.  A TARGET
 AN2311'WAS ERECTED OVER THE STATION MARK AT TIME OF RECOVERY.
 AN2311'
 AN2311'THE STATION CAN BE REACHED BY BOAT ONLY.
 AN2311'
 AN2311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 AN2311'EAST NORTHEAST OF ROCKPORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1055 ***********************************************************************
 CT1055  DESIGNATION -  JOE
 CT1055  PID         -  CT1055
 CT1055  STATE/COUNTY-  TX/SHACKELFORD
 CT1055  USGS QUAD   -  MC CATHERINE MOUNTAIN (1987)
 CT1055
 CT1055                         *CURRENT SURVEY CONTROL
 CT1055  ___________________________________________________________________
 CT1055* NAD 83(1993)-  32 40 39.91521(N)    099 14 56.04998(W)     ADJUSTED  
 CT1055* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 CT1055  ___________________________________________________________________
 CT1055  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CT1055  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CT1055
 CT1055  HORZ ORDER  -  SECOND
 CT1055
 CT1055.The horizontal coordinates were established by classical geodetic methods
 CT1055.and adjusted by the National Geodetic Survey in February 1996..
 CT1055
 CT1055.The orthometric height was scaled from a topographic map.
 CT1055
 CT1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1055
 CT1055.The geoid height was determined by GEOID03.
 CT1055
 CT1055;                    North         East     Units Scale Factor Converg.
 CT1055;SPC TXNC     - 2,112,369.926   529,767.376   MT  0.99989378   -0 24 30.4
 CT1055;SPC TXNC     - 6,930,333.67  1,738,078.47   sFT  0.99989378   -0 24 30.4
 CT1055;UTM  14      - 3,615,591.035   476,664.354   MT  0.99960671   -0 08 03.8
 CT1055
 CT1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1055!SPC TXNC     -   0.99993499  x   0.99989378  =   0.99982878
 CT1055!UTM  14      -   0.99993499  x   0.99960671  =   0.99954173
 CT1055
 CT1055|---------------------------------------------------------------------|
 CT1055| PID    Reference Object                     Distance      Geod. Az  |
 CT1055|                                                           dddmmss.s |
 CT1055| CX8408 JOE RM 1                             12.845 METERS 17507     |
 CT1055| CX8409 JOE RM 2                              8.617 METERS 26159     |
 CT1055| CX8407 JOE AZ MK                                          2913752.2 |
 CT1055|---------------------------------------------------------------------|
 CT1055
 CT1055                          SUPERSEDED SURVEY CONTROL
 CT1055
 CT1055  NAD 83(1986)-  32 40 39.92075(N)    099 14 56.04044(W) AD(       ) 2
 CT1055  NAD 27      -  32 40 39.48810(N)    099 14 54.76140(W) AD(       ) 2
 CT1055
 CT1055.Superseded values are not recommended for survey control.
 CT1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1055.See file dsdata.txt to determine how the superseded data were derived.
 CT1055
 CT1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB7666415591(NAD 83)
 CT1055_MARKER: DS = TRIANGULATION STATION DISK
 CT1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1055
 CT1055  HISTORY     - Date     Condition        Report By
 CT1055  HISTORY     - 1961     MONUMENTED       CGS
 CT1055
 CT1055                          STATION DESCRIPTION
 CT1055
 CT1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1055'THE STATION IS ABOUT 4 MILES SOUTHEAST OF ALBANY, AND ABOUT 1
 CT1055'MILE SOUTH OF PRONG HUBBARD CREEK AND 0.45 MILE NORTHEAST
 CT1055'OF U.S. HIGHWAY 380.
 CT1055'
 CT1055'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 180,
 CT1055'283 AND 380 AT THE NORTHWEST CORNER OF THE COURTHOUSE IN ALBANY,
 CT1055'GO EAST AND SOUTHEAST ON U.S. HIGHWAY 380 FOR 1.55 MILES TO
 CT1055'THE JUNCTION OF FARM ROAD 601 TO THE LEFT.  CONTINUE AHEAD EAST
 CT1055'AND SOUTHEAST ON U.S. HIGHWAY 380 FOR 1.95 MILES TO A CONCRETE
 CT1055'BRIDGE.  CONTINUE AHEAD ON U.S. HIGHWAY 380 FOR 0.4 MILE TO A
 CT1055'SIDE ROAD LEFT LEADING TO THE MATTHEWS RANCH.  TURN LEFT AND
 CT1055'GO NORTH ON GRAVEL ROAD FOR 0.35 MILE TO A FORK, TAKE RIGHT
 CT1055'FORK, TRACK ROAD, AND GO NORTHEAST THROUGH FIELD FOR 0.2 MILE
 CT1055'TO A FORK, TAKE RIGHT FORK, STRAIGHT AHEAD AND GO 0.05 MILE
 CT1055'TO FIRST CROSSROAD, TURN RIGHT AND GO SOUTHEAST ON TRACK ROAD
 CT1055'THROUGH PASTURE FOR 0.55 MILE TO AN ALUMINUM GATE, JUST
 CT1055'SOUTH OF FENCE CORNER ON LEFT, TURN LEFT THROUGH ALUMINUM GATE
 CT1055'AND GO EAST ON TRACK ROAD ALONG SOUTH SIDE OF FENCE FOR 0.2 MILE
 CT1055'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD EAST ON
 CT1055'TRACK ROAD FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK AND GO
 CT1055'SOUTHEAST ALONG POWER LINE FOR 0.2 MILE TO A REVERSE Y-FORK,
 CT1055'TURN SHARP LEFT AND GO 100 FEET TO POWER LINE AND THE
 CT1055'STATION.
 CT1055'
 CT1055'THE STATION IS A STANDARD DISK STAMPED JOE 1961, SET IN THE
 CT1055'TOP OF A 12 X 12-INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 CT1055'IT IS 28 FEET EAST OF A POWER LINE POLE AND 6 FEET SOUTH
 CT1055'OF A WITNESS POST.
 CT1055'
 CT1055'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED JOE NO 1 1961,
 CT1055'SET IN THE TOP OF A 12 X 12-INCH CONCRETE MONUMENT WHICH
 CT1055'PROJECTS 3 INCHES.  IT IS 49 FEET SOUTH OF A METAL WITNESS
 CT1055'POST, AND 48 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE.
 CT1055'
 CT1055'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED JOE NO 2 1961,
 CT1055'SET IN THE TOP OF A 12 X 12-INCH CONCRETE MONUMENT WHICH
 CT1055'PROJECTS 4 INCHES.  IT IS 30 FEET WEST OF A METAL WITNESS POST
 CT1055'AND 2 FEET NORTH OF A POWER LINE POLE.
 CT1055'
 CT1055'AZIMUTH MARK IS A STANDARD DISK STAMPED JOE 1961, SET IN THE
 CT1055'TOP OF A 12 X 12-INCH CONCRETE MONUMENT WHICH IS FLUSH WITH
 CT1055'THE GROUND.  IT IS 35 FEET NORTH OF A TRACK ROAD, 3.5 FEET
 CT1055'EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST
 CT1055'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1301 ***********************************************************************
 DN1301  DESIGNATION -  JOE
 DN1301  PID         -  DN1301
 DN1301  STATE/COUNTY-  TX/COOKE
 DN1301  USGS QUAD   -  FREEMOUND (1961)
 DN1301
 DN1301                         *CURRENT SURVEY CONTROL
 DN1301  ___________________________________________________________________
 DN1301* NAD 83(1993)-  33 35 22.69999(N)    097 25 23.55923(W)     ADJUSTED  
 DN1301* NAVD 88     -       334.8    (meters)    1098.     (feet)  VERTCON   
 DN1301  ___________________________________________________________________
 DN1301  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 DN1301  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 DN1301
 DN1301  HORZ ORDER  -  SECOND
 DN1301
 DN1301.The horizontal coordinates were established by classical geodetic methods
 DN1301.and adjusted by the National Geodetic Survey in February 1996..
 DN1301
 DN1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1301
 DN1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1301
 DN1301.The geoid height was determined by GEOID03.
 DN1301
 DN1301;                    North         East     Units Scale Factor Converg.
 DN1301;SPC TXNC     - 2,213,754.342   699,944.644   MT  0.99991659   +0 35 14.2
 DN1301;SPC TXNC     - 7,262,959.04  2,296,401.72   sFT  0.99991659   +0 35 14.2
 DN1301;UTM  14      - 3,717,771.494   646,316.734   MT  0.99986394   +0 52 21.0
 DN1301
 DN1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1301!SPC TXNC     -   0.99995150  x   0.99991659  =   0.99986810
 DN1301!UTM  14      -   0.99995150  x   0.99986394  =   0.99981545
 DN1301
 DN1301|---------------------------------------------------------------------|
 DN1301| PID    Reference Object                     Distance      Geod. Az  |
 DN1301|                                                           dddmmss.s |
 DN1301| CY1335 JOE RM 1                             21.389 METERS 05615     |
 DN1301| CY1334 JOE AZ MK                                          0900258.8 |
 DN1301| CY1336 JOE RM 2                             28.706 METERS 28519     |
 DN1301|---------------------------------------------------------------------|
 DN1301
 DN1301                          SUPERSEDED SURVEY CONTROL
 DN1301
 DN1301  NAD 83(1993)-  33 35 22.70112(N)    097 25 23.55742(W) AD(       ) 2
 DN1301  NAD 83(1986)-  33 35 22.70589(N)    097 25 23.54688(W) AD(       ) 2
 DN1301  NAD 27      -  33 35 22.31600(N)    097 25 22.46850(W) AD(       ) 2
 DN1301  NGVD 29 (07/26/91)  334.7    (m)         1098.     (f) VERT ANG       
 DN1301
 DN1301.Superseded values are not recommended for survey control.
 DN1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1301.See file dsdata.txt to determine how the superseded data were derived.
 DN1301
 DN1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC4631717771(NAD 83)
 DN1301_MARKER: DS = TRIANGULATION STATION DISK
 DN1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1301
 DN1301  HISTORY     - Date     Condition        Report By
 DN1301  HISTORY     - 1955     MONUMENTED       CGS
 DN1301  HISTORY     - 1958     GOOD             USGS
 DN1301  HISTORY     - 1960     GOOD             CGS
 DN1301  HISTORY     - 19950601 GOOD             USPSQD
 DN1301
 DN1301                          STATION DESCRIPTION
 DN1301
 DN1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1301'THE STATION IS IN THE FARM YARD OF MR. JOE HOENIG, ABOUT
 DN1301'9 MILES SOUTHEAST OF SAINT JO, 5 MILES SOUTHWEST OF MUENSTER
 DN1301'AND 3 MILES EAST OF THE COOKE COUNTY AND MONTAGUE COUNTY
 DN1301'LINE.  IT IS 37.0 FEET WEST OF THE CENTER OF A YARD GATE,
 DN1301'34.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 18.0
 DN1301'FEET NORTH OF THE YARD FENCE.  IT IS SET FLUSH WITH THE
 DN1301'SURFACE OF THE GROUND AND THE DISK IS STAMPED JOE 1955.
 DN1301'
 DN1301'REFERENCE MARK NO. 1 IS 65.0 FEET NORTH OF A TELEPHONE POLE,
 DN1301'9.0 FEET EAST OF THE CENTER OF THE EAST DRIVEWAY AND 1.0 FOOT
 DN1301'WEST OF THE YARD FENCE.  IT IS SET FLUSH WITH THE SURFACE
 DN1301'OF THE GROUND AND THE DISK IS STAMPED JOE NO 1 1955.
 DN1301'
 DN1301'REFERENCE MARK NO. 2 IS 42.5 FEET NORTH OF A T FENCE CORNER
 DN1301'AND 1.0 FOOT EAST OF THE YARD FENCE.  IT IS SET FLUSH WITH
 DN1301'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED JOE NO 2
 DN1301'1955.
 DN1301'
 DN1301'THE AZIMUTH MARK IS AT THE SOUTH EDGE OF A FARM YARD, 26.0
 DN1301'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 9.0 FEET NORTH
 DN1301'OF A FENCE CORNER, 8.0 FEET NORTH OF A TELEPHONE POLE AND
 DN1301'1.0 FOOT WEST OF A WOVEN WIRE FENCE.  IT PROJECTS 4 INCHES
 DN1301'ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED JOE
 DN1301'1955.
 DN1301'
 DN1301'TO REACH THE STATION FROM THE POST OFFICE IN MUENSTER, GO
 DN1301'SOUTH ON THE MAIN STREET FOR TWO BLOCKS TO THE JUNCTION
 DN1301'OF U.S. HIGHWAY NO. 82 AND FARM ROAD NO. 373.  HERE GO SOUTHERLY
 DN1301'ON FARM ROAD NO. 373 FOR 4.3 MILES TO A T ROAD RIGHT, TURN
 DN1301'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.25 MILES TO A GROUP
 DN1301'OF FARM BUILDINGS ON THE RIGHT AND THE AZIMUTH MARK AS
 DN1301'DESCRIBED.  CONTINUE WEST ON A GRAVELED ROAD FOR 0.45 MILE TO THE
 DN1301'JOE HOENIG FARM ON THE RIGHT AND THE STATION IN THE FARM
 DN1301'YARD AS DESCRIBED.
 DN1301'
 DN1301'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DN1301
 DN1301                          STATION RECOVERY (1958)
 DN1301
 DN1301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN1301'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33097-1, STATION 1022.
 DN1301'
 DN1301'RECOVERED BY USGS IN 1958.
 DN1301'
 DN1301'RECOVERED BY NGS IN 1960.
 DN1301'
 DN1301'STATION MARK--A STANDARD USC AND GS TABLET IN A CONCRETE POST FLUSH
 DN1301'WITH THE GROUND AND STAMPED---JOE 1955---.
 DN1301
 DN1301                          STATION RECOVERY (1960)
 DN1301
 DN1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1301'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION
 DN1301'AS DESCRIBED.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 DN1301'ARE CORRECT.
 DN1301
 DN1301                          STATION RECOVERY (1995)
 DN1301
 DN1301'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0905 ***********************************************************************
 FM0905  DESIGNATION -  JOGG
 FM0905  PID         -  FM0905
 FM0905  STATE/COUNTY-  TX/DEAF SMITH
 FM0905  USGS QUAD   -  VEGA SOUTH (1966)
 FM0905
 FM0905                         *CURRENT SURVEY CONTROL
 FM0905  ___________________________________________________________________
 FM0905* NAD 83(1993)-  35 10 39.93013(N)    102 24 00.19579(W)     ADJUSTED  
 FM0905* NAVD 88     -      1225.87   (+/-2cm)    4021.9    (feet)  VERTCON   
 FM0905  ___________________________________________________________________
 FM0905  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 FM0905  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 FM0905
 FM0905  HORZ ORDER  -  THIRD
 FM0905  VERT ORDER  -  THIRD ? (See Below)
 FM0905
 FM0905.The horizontal coordinates were established by classical geodetic methods
 FM0905.and adjusted by the National Geodetic Survey in February 1996..
 FM0905
 FM0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0905.The vertical order pertains to the NGVD 29 superseded value.
 FM0905
 FM0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0905
 FM0905.The geoid height was determined by GEOID03.
 FM0905
 FM0905;                    North         East     Units Scale Factor Converg.
 FM0905;SPC TX N     - 1,131,029.719   118,021.490   MT  0.99991961   -0 31 17.8
 FM0905;SPC TX N     - 3,710,720.00    387,208.84   sFT  0.99991961   -0 31 17.8
 FM0905;UTM  13      - 3,895,852.144   736,762.665   MT  1.00029090   +1 29 54.8
 FM0905
 FM0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0905!SPC TX N     -   0.99981153  x   0.99991961  =   0.99973116
 FM0905!UTM  13      -   0.99981153  x   1.00029090  =   1.00010238
 FM0905
 FM0905|---------------------------------------------------------------------|
 FM0905| PID    Reference Object                     Distance      Geod. Az  |
 FM0905|                                                           dddmmss.s |
 FM0905| CJ7571 JOGG RM 1                             9.703 METERS 17441     |
 FM0905| CJ7572 JOGG RM 2                            28.660 METERS 27140     |
 FM0905| CJ7570 JOGG AZ MK                                         3365317.5 |
 FM0905| FM0904 VEGA WHEAT GROWERS GRAIN ELEV       APPROX. 7.7 KM 3423318.2 |
 FM0905|---------------------------------------------------------------------|
 FM0905
 FM0905                          SUPERSEDED SURVEY CONTROL
 FM0905
 FM0905  NAD 83(1986)-  35 10 39.93754(N)    102 24 00.18717(W) AD(       ) 3
 FM0905  NAD 27      -  35 10 39.74200(N)    102 23 58.44600(W) AD(       ) 3
 FM0905  NGVD 29 (07/19/86) 1225.34   (m)         4020.1    (f) LEVELING    3  
 FM0905
 FM0905.Superseded values are not recommended for survey control.
 FM0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0905.See file dsdata.txt to determine how the superseded data were derived.
 FM0905
 FM0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU3676395852(NAD 83)
 FM0905_MARKER: DS = TRIANGULATION STATION DISK
 FM0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0905
 FM0905  HISTORY     - Date     Condition        Report By
 FM0905  HISTORY     - 1953     MONUMENTED       CGS
 FM0905  HISTORY     - 1956     GOOD             CGS
 FM0905  HISTORY     - 1966     GOOD             USGS
 FM0905
 FM0905                          STATION DESCRIPTION
 FM0905
 FM0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FM0905'THE STATION IS LOCATED ABOUT 5 MILES SOUTH SOUTHEAST OF VEGA,
 FM0905'ON THE EAST SIDE OF STATE HIGHWAY 51 AND A DIRT ROAD LEADING
 FM0905'NORTH WHERE THE HIGHWAY MAKES A CURVE TO THE SOUTH, AND NEAR
 FM0905'THE SOUTH END OF A LARGE TRIANGLE FORMED BY THE HIGHWAY AND
 FM0905'THE DIRT ROAD.
 FM0905'
 FM0905'THE STATION IS A STANDARD DISK STAMPED JOGG 1953 SET IN THE
 FM0905'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 FM0905'10 INCHES, AND IS 5 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 FM0905'AND ABOUT 150 FEET EAST OF THE CENTER OF THE CURVE IN THE
 FM0905'HIGHWAY.
 FM0905'
 FM0905'TO REACH THE STATION FROM THE STOP LIGHT ON U.S. HIGHWAY 66 IN
 FM0905'VEGA, GO SOUTHERLY ON STATE HIGHWAY 51 FOR 4.25 MILES TO THE
 FM0905'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHERLY FOR 0.55 MILE
 FM0905'TO TURN IN THE HIGHWAY AND STATION ON THE LEFT.
 FM0905'
 FM0905'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED JOGG
 FM0905'NO 1 1953 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FM0905'PROJECTING ABOUT 8 INCHES, AND IS ABOUT 1 FOOT WEST OF A
 FM0905'NORTH-SOUTH FENCE LINE.
 FM0905'
 FM0905'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED JOGG
 FM0905'NO 2 1953 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 FM0905'PROJECTING ABOUT 6 INCHES, AND IS LOCATED BETWEEN HIGHWAY
 FM0905'51 AND A DIRT ROAD LEADING NORTH.
 FM0905'
 FM0905'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JOGG 1953 SET
 FM0905'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING
 FM0905'ABOUT 6 INCHES, AND IS ON THE WEST SIDE OF STATE HIGHWAY 51,
 FM0905'AND IS 1 FOOT SOUTH OF THE OLDHAM-DEAF SMITH COUNTY LINE,
 FM0905'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 FM0905
 FM0905                          STATION RECOVERY (1956)
 FM0905
 FM0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (ELJ)
 FM0905'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 FM0905'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 FM0905'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 FM0905
 FM0905                          STATION RECOVERY (1966)
 FM0905
 FM0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0905'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35102-2, STATION 1014.
 FM0905'RECOVERED BY USGS IN 1966.
 FM0905'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST,
 FM0905'STAMPED---JOGG-1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1353 ***********************************************************************
 AJ1353  DESIGNATION -  JOHN
 AJ1353  PID         -  AJ1353
 AJ1353  STATE/COUNTY-  TX/WEBB
 AJ1353  USGS QUAD   -  SAN PABLO (1968)
 AJ1353
 AJ1353                         *CURRENT SURVEY CONTROL
 AJ1353  ___________________________________________________________________
 AJ1353* NAD 83(1993)-  27 30 35.68385(N)    098 52 08.60262(W)     ADJUSTED  
 AJ1353* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 AJ1353  ___________________________________________________________________
 AJ1353  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AJ1353  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AJ1353
 AJ1353  HORZ ORDER  -  SECOND
 AJ1353
 AJ1353.The horizontal coordinates were established by classical geodetic methods
 AJ1353.and adjusted by the National Geodetic Survey in February 1996..
 AJ1353
 AJ1353.The orthometric height was scaled from a topographic map.
 AJ1353
 AJ1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1353
 AJ1353.The geoid height was determined by GEOID03.
 AJ1353
 AJ1353;                    North         East     Units Scale Factor Converg.
 AJ1353;SPC TX S     - 5,204,272.142   263,538.483   MT  0.99993408   -0 10 03.2
 AJ1353;SPC TX S     -17,074,349.52    864,625.84   sFT  0.99993408   -0 10 03.2
 AJ1353;UTM  14      - 3,042,921.586   512,932.501   MT  0.99960206   +0 03 37.7
 AJ1353
 AJ1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1353!SPC TX S     -   0.99996338  x   0.99993408  =   0.99989746
 AJ1353!UTM  14      -   0.99996338  x   0.99960206  =   0.99956545
 AJ1353
 AJ1353|---------------------------------------------------------------------|
 AJ1353| PID    Reference Object                     Distance      Geod. Az  |
 AJ1353|                                                           dddmmss.s |
 AJ1353| CV3360 JOHN RM 1                            26.865 METERS 02141     |
 AJ1353| AJ1352 COLE                                 24.102 METERS 05852     |
 AJ1353| CV3359 JOHN RM                              12.480 METERS 17008     |
 AJ1353| AJ1320 BALDY                               APPROX.15.3 KM 2332239.8 |
 AJ1353|---------------------------------------------------------------------|
 AJ1353
 AJ1353                          SUPERSEDED SURVEY CONTROL
 AJ1353
 AJ1353  NAD 83(1986)-  27 30 35.68716(N)    098 52 08.57636(W) AD(       ) 2
 AJ1353  NAD 27      -  27 30 34.58101(N)    098 52 07.49478(W) AD(       ) 2
 AJ1353
 AJ1353.Superseded values are not recommended for survey control.
 AJ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1353.See file dsdata.txt to determine how the superseded data were derived.
 AJ1353
 AJ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR1293342922(NAD 83)
 AJ1353_MARKER: DD = SURVEY DISK
 AJ1353_SETTING: 0 = UNSPECIFIED SETTING
 AJ1353
 AJ1353  HISTORY     - Date     Condition        Report By
 AJ1353  HISTORY     - 1920     MONUMENTED       USGS
 AJ1353  HISTORY     - 1974     GOOD             USGS
 AJ1353
 AJ1353                          STATION DESCRIPTION
 AJ1353
 AJ1353'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 AJ1353'STATION IS LOCATED ABOUT 9 MI. NNW. OF BRUNI, WEBB COUNTY, TEXAS AND
 AJ1353'ABOUT 2.1 MI. W. OF FARM RD. 2050. IT IS 128 FT. SW. OF A WINDMILL,
 AJ1353'2.4 FT. S. OF A FENCE LINE.  TO REACH THE STATION FROM THE JUNCTION OF
 AJ1353'STATE HIGHWAY 359 AND FARM RD. 2050 IN BRUNI, GO N. ON FARM RD. 2050
 AJ1353'6.1 MI. TO A RD. LEFT AND SIGN ---SAN ROMAN RANCH---, TURN LEFT W. FOR
 AJ1353'0.6 MI. TO RANCH BUILDINGS ON THE RIGHT, CONTINUE STRAIGHT AHEAD 1.15
 AJ1353'MI. TO A GATE IN A N-S. FENCE AND FENCE CORNER, GO STRAIGHT AHEAD
 AJ1353'THROUGH GATE FOR 0.4 MI. TO A WINDMILL AND STATION AS DESCRIBED.
 AJ1353'STATION MARK IS AN UNSTAMPED USGS TABLET SET IN A CONCRETE POST
 AJ1353'PROJECTING ABOUT 1.0 FT. FROM THE GROUND.
 AJ1353'
 AJ1353'REFERENCE MARKS - NONE.
 AJ1353
 AJ1353                          STATION RECOVERY (1974)
 AJ1353
 AJ1353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (ILC)
 AJ1353'THE STATION IS ABOUT 5-1/2 MILES NORTH AND 2 MILES WEST OF BRUNI, 7
 AJ1353'MILES EAST AND 3 MILES NORTH OF OILTON AND ON PROPERTY OWNED BY
 AJ1353'SERVANDO BENAVIDES JUNIOR, 704 LINCOLN STREET, LAREDO.
 AJ1353'
 AJ1353'TO REACH THE STATION FROM THE POST OFFICE IN BRUNI, GO WEST ON STATE
 AJ1353'HIGHWAY 59 FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 AJ1353'NORTH ON FARM ROAD 2050 FOR 5.75 MILES TO AN IRON GATE AND A RANCH
 AJ1353'ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY ON A RANCH ROAD FOR
 AJ1353'0.35 MILE TO A FORK, BEAR RIGHT AND GO 0.05 MILE TO A TRIPLE FORK,
 AJ1353'CONTINUE WESTERLY ON THE MIDDLE TRACK ROAD FOR 0.2 MILE TO A
 AJ1353'FORK, BEAR LEFT AND CONTINUE WEST FOR 0.25 MILE TO A POWERLINE AND
 AJ1353'A TRACK CROSSROAD.  CONTINUE WEST ON A TRACK ROAD FOR 0.8
 AJ1353'MILE TO AN IRON GATE, CONTINUE WESTERLY ON THE TRACK ROAD FOR
 AJ1353'0.35 MILE TO A CATTLE PEN, WINDMILL AND THE STATION.
 AJ1353'
 AJ1353'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, UNSTAMPED, SET IN THE
 AJ1353'TOP OF A STEEL BUCKET FORMED CONCRETE POST THAT PROJECTS 4 INCHES
 AJ1353'ABOVE THE GROUND.  IT IS 2.2 FEET SOUTH OF A FENCE.
 AJ1353'
 AJ1353'JOHN (USGS) RM IS A U.S. GEOLOGICAL SURVEY DISK, UNSTAMPED, RIVETED
 AJ1353'TO THE TOP OF A 4 INCH IRON PIPE SLANTED IN THE GROUND AND PROJECTS
 AJ1353'2 FEET ABOVE THE GROUND.  IT IS 40.9 FEET SOUTH OF THE FENCE.
 AJ1353'
 AJ1353'COLE IS A STANDARD STATION DISK STAMPED, COLE 1974, SET IN THE TOP OF
 AJ1353'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AJ1353'GROUND AND IS SLANTED IN THE CONCRETE, CAUSED BY LIVE STOCK IN THE
 AJ1353'AREA BEFORE THE MARK DRIED COMPLETELY.  IT IS 20.5 FEET
 AJ1353'NORTHWEST OF A LARGE LONE MESQUITE TREE, 21.0 FEET WEST OF A
 AJ1353'FENCE AROUND THE CATTLE PEN AND 39.0 FEET SOUTHEAST OF AN IRON GATE
 AJ1353'AT REFERENCE MARK 1.
 AJ1353'
 AJ1353'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, COLE NO 1 1974, SET IN
 AJ1353'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 AJ1353'INCHES ABOVE THE GROUND.  IT IS 1.2 FEET SOUTH OF A FENCE AND 1.6
 AJ1353'FEET SOUTHEAST OF A METAL WITNESS POST AND 15.0 FEET WEST OF THE
 AJ1353'CENTER OF A GATE.
 AJ1353'
 AJ1353'NEAREST TOWN--BRUNI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0636 ***********************************************************************
 BN0636  DESIGNATION -  JOHN
 BN0636  PID         -  BN0636
 BN0636  STATE/COUNTY-  TX/BLANCO
 BN0636  USGS QUAD   -  JOHNSON CITY (1982)
 BN0636
 BN0636                         *CURRENT SURVEY CONTROL
 BN0636  ___________________________________________________________________
 BN0636* NAD 83(1993)-  30 15 51.55288(N)    098 28 02.28897(W)     ADJUSTED  
 BN0636* NAVD 88     -       441.44   (+/-2cm)    1448.3    (feet)  VERTCON   
 BN0636  ___________________________________________________________________
 BN0636  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 BN0636  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BN0636
 BN0636  HORZ ORDER  -  SECOND
 BN0636  VERT ORDER  -  THIRD ? (See Below)
 BN0636
 BN0636.The horizontal coordinates were established by classical geodetic methods
 BN0636.and adjusted by the National Geodetic Survey in February 1996..
 BN0636
 BN0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0636.The vertical order pertains to the NGVD 29 superseded value.
 BN0636
 BN0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0636
 BN0636.The geoid height was determined by GEOID03.
 BN0636
 BN0636;                    North         East     Units Scale Factor Converg.
 BN0636;SPC TX C     - 3,067,760.209   879,552.415   MT  0.99996386   +0 57 40.0
 BN0636;SPC TX C     -10,064,809.95  2,885,664.88   sFT  0.99996386   +0 57 40.0
 BN0636;SPC TXSC     - 4,269,545.751   651,260.790   MT  0.99999456   +0 15 39.5
 BN0636;SPC TXSC     -14,007,668.02  2,136,678.11   sFT  0.99999456   +0 15 39.5
 BN0636;UTM  14      - 3,348,194.820   551,241.108   MT  0.99963239   +0 16 06.5
 BN0636
 BN0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0636!SPC TX C     -   0.99993435  x   0.99996386  =   0.99989822
 BN0636!SPC TXSC     -   0.99993435  x   0.99999456  =   0.99992891
 BN0636!UTM  14      -   0.99993435  x   0.99963239  =   0.99956677
 BN0636
 BN0636:                Primary Azimuth Mark                     Grid Az
 BN0636:SPC TX C     -  KNIGHT                                   017 14 08.8
 BN0636:SPC TXSC     -  KNIGHT                                   017 56 09.3
 BN0636:UTM  14      -  KNIGHT                                   017 55 42.3
 BN0636
 BN0636|---------------------------------------------------------------------|
 BN0636| PID    Reference Object                     Distance      Geod. Az  |
 BN0636|                                                           dddmmss.s |
 BN0636| BN0606 KNIGHT                              APPROX.59.0 KM 0181148.8 |
 BN0636| CV5294 JOHN RM 1                             9.099 METERS 02636     |
 BN0636| BN0099 Z 806                                              0643511.5 |
 BN0636| CV5295 JOHN RM 2                             9.524 METERS 19401     |
 BN0636| BN0642 GRAPE                               APPROX.13.9 KM 2924636.5 |
 BN0636|---------------------------------------------------------------------|
 BN0636
 BN0636                          SUPERSEDED SURVEY CONTROL
 BN0636
 BN0636  NAD 83(1986)-  30 15 51.56360(N)    098 28 02.27392(W) AD(       ) 2
 BN0636  NAD 27      -  30 15 50.83940(N)    098 28 01.18240(W) AD(       ) 2
 BN0636  NGVD 29 (07/28/98)  441.36   (m)         1448.0    (f) LEVELING    3  
 BN0636
 BN0636.Superseded values are not recommended for survey control.
 BN0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0636.See file dsdata.txt to determine how the superseded data were derived.
 BN0636
 BN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5124148195(NAD 83)
 BN0636_MARKER: DS = TRIANGULATION STATION DISK
 BN0636_SETTING: 66 = SET IN ROCK OUTCROP
 BN0636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0636_PROJECTION: FLUSH
 BN0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0636+STABILITY: POSITION/ELEVATION WELL
 BN0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0636+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 BN0636
 BN0636  HISTORY     - Date     Condition        Report By
 BN0636  HISTORY     - 1956     MONUMENTED       CGS
 BN0636  HISTORY     - 1969     GOOD             CGS
 BN0636  HISTORY     - 1969     GOOD             NGS
 BN0636  HISTORY     - 20030616 GOOD             GEOCAC
 BN0636  HISTORY     - 20060130 GOOD             USPSQD
 BN0636
 BN0636                          STATION DESCRIPTION
 BN0636
 BN0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0636'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 BN0636'290, ABOUT 3 MILES WEST OF JOHNSON CITY, 43 FEET SOUTH OF THE
 BN0636'CENTER OF THE HIGHWAY, 4.5 FEET NORTH OF A TELEPHONE POLE,
 BN0636'4 FEET NORTH OF A WIRE FENCE, AND 3.5 FEET NORTH OF A WHITE
 BN0636'4 IN X 4 IN WITNESS POST.
 BN0636'
 BN0636'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 290
 BN0636'AND 281 IN JOHNSON CITY, GO WESTERLY ON U.S. HIGHWAY 290
 BN0636'FOR 2.85 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 BN0636'BELOW, CONTINUE WESTERLY ON THE HIGHWAY FOR 0.45 MILE TO THE
 BN0636'STATION ON THE LEFT AS DESCRIBED.
 BN0636'
 BN0636'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND
 BN0636'THE DISK IS STAMPED JOHN 1956.
 BN0636'
 BN0636'REFERENCE MARK 1 IS 47 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 BN0636'AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES,
 BN0636'AND THE DISK IS STAMPED JOHN NO 1 1956.
 BN0636'
 BN0636'REFERENCE MARK 2 IS 47 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 BN0636'AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 4
 BN0636'INCHES, AND THE DISK IS STAMPED JOHN NO 2 1956.
 BN0636'
 BN0636'A U.S. COAST AND GEODETIC SURVEY BENCH MARK WAS USED AS THE
 BN0636'AZIMUTH MARK.  THE MARK IS 54 FEET NORTH OF THE CENTER OF
 BN0636'U.S. HIGHWAY 290, 30 FEET SOUTH OF A POWERLINE POLE, 6 FEET
 BN0636'NORTH OF A WIRE FENCE, AND 1.5 FEET NORTH OF A WHITE 4 IN X
 BN0636'4 IN WITNESS POST.  THE MARK IS A STANDARD USC AND GS BENCH
 BN0636'MARK DISK SET IN THE TOP OF A 12 INCH CONCRETE POST.  THE
 BN0636'MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND, AND
 BN0636'THE DISK IS STAMPED Z 806 1953.
 BN0636'
 BN0636'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BN0636
 BN0636                          STATION RECOVERY (1969)
 BN0636
 BN0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BN0636'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 BN0636'THE BENCH MARK USED AS THE AZIMUTH MARK COULD NOT BE FOUND
 BN0636'AND IS ASSUMED DESTROYED BY ROAD CONSTRUCTION IN 1967.  THE
 BN0636'DESCRIPTION IS GOOD WITH BELOW CHANGES.
 BN0636'
 BN0636'THE STATION MARK IS 67 FEET SOUTH OF THE CENTERLINE OF THE
 BN0636'HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS POST AND THE GATE IS
 BN0636'GONE.
 BN0636'
 BN0636'BOTH THE REFERENCE MARKS ARE NOW 67 FEET SOUTH OF THE CENTERLINE
 BN0636'OF THE HIGHWAY.
 BN0636'
 BN0636'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290
 BN0636'AND SPUR ROAD 356 ABOUT 1 BLOCK NORTHWEST OF THE LYNDON
 BN0636'B JOHNSON BOYHOOD HOME IN JOHNSON CITY, GO WEST ON HIGHWAY
 BN0636'290 FOR 3.45 MILES TO THE STATION ON THE LEFT.
 BN0636'
 BN0636'THE JOHNSON CITY WATER TANK IS OBSTRUCTED BY TREE AND NO OTHER
 BN0636'OBJECT VISIBLE TO SET A NEW AZIMUTH MARK BY.
 BN0636'
 BN0636'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 BN0636'WEST OF JOHNSON CITY
 BN0636
 BN0636                          STATION RECOVERY (1969)
 BN0636
 BN0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BN0636'DESCRIPTION AND POSITION LISTED IN NGS QUAD 30098-2, STATION 1012.
 BN0636'RECOVERED BY USGS IN 1959.
 BN0636'RECOVERED BY NGS IN 1969.
 BN0636'STATION MARK--USC AND GS STANDARD DISK SET FLUSH WITH SURFACE OF
 BN0636'GROUND, STAMPED---JOHN 1956---.
 BN0636
 BN0636                          STATION RECOVERY (2003)
 BN0636
 BN0636'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0636'RECOVERED IN GOOD CONDITION AT N 30 15.86 W 98 28.038 USING A CONSUMER
 BN0636'GPS RECEIVER.
 BN0636
 BN0636                          STATION RECOVERY (2006)
 BN0636
 BN0636'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BN0636'MARK FOUND.  1969 RECOVERY STATES RM1 AND RM2 ARE NOW 67 FEET S. OF
 BN0636'HWY. CENTERLINE, SAME AS THE MARK.  RM1 AND RM2 WERE NOT OBSERVED
 BN0636'WITHIN 200 FEET EAST AND 50 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1089 ***********************************************************************
 CT1089  DESIGNATION -  JOHN
 CT1089  PID         -  CT1089
 CT1089  STATE/COUNTY-  TX/CALLAHAN
 CT1089  USGS QUAD   -  BAIRD (1966)
 CT1089
 CT1089                         *CURRENT SURVEY CONTROL
 CT1089  ___________________________________________________________________
 CT1089* NAD 83(1993)-  32 24 45.55081(N)    099 27 32.53477(W)     ADJUSTED  
 CT1089* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 CT1089  ___________________________________________________________________
 CT1089  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 CT1089  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CT1089
 CT1089  HORZ ORDER  -  SECOND
 CT1089
 CT1089.The horizontal coordinates were established by classical geodetic methods
 CT1089.and adjusted by the National Geodetic Survey in February 1996..
 CT1089
 CT1089.The orthometric height was scaled from a topographic map.
 CT1089
 CT1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1089
 CT1089.The geoid height was determined by GEOID03.
 CT1089
 CT1089;                    North         East     Units Scale Factor Converg.
 CT1089;SPC TXNC     - 2,083,135.151   509,792.934   MT  0.99993436   -0 31 23.0
 CT1089;SPC TXNC     - 6,834,419.24  1,672,545.65   sFT  0.99993436   -0 31 23.0
 CT1089;UTM  14      - 3,586,269.339   456,836.576   MT  0.99962297   -0 14 45.8
 CT1089
 CT1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1089!SPC TXNC     -   0.99990513  x   0.99993436  =   0.99983950
 CT1089!UTM  14      -   0.99990513  x   0.99962297  =   0.99952814
 CT1089
 CT1089:                Primary Azimuth Mark                     Grid Az
 CT1089:SPC TXNC     -  JOHN AZ MK                               130 58 28.4
 CT1089:UTM  14      -  JOHN AZ MK                               130 41 51.2
 CT1089
 CT1089|---------------------------------------------------------------------|
 CT1089| PID    Reference Object                     Distance      Geod. Az  |
 CT1089|                                                           dddmmss.s |
 CT1089| CX8410 JOHN AZ MK                                         1302705.4 |
 CT1089| CX8411 JOHN RM 1                            16.632 METERS 22047     |
 CT1089| CT1093 DUDLEY SW ST TEL CO MICROWAVE       APPROX.20.7 KM 2211617.2 |
 CT1089| CT1092 DUDLEY DEPT PUB SAFETY MAST         APPROX.21.1 KM 2233003.2 |
 CT1089| CT1099 POTOSI COM ENGR RADIO MAST          APPROX.22.5 KM 2305916.2 |
 CT1089| CT1098 POTOSI ONYX REF CO RAD MAST         APPROX.23.1 KM 2313028.0 |
 CT1089| CT1096 EULA MAGNOLIA PLINE MICROWAVE       APPROX.13.6 KM 2441238.2 |
 CT1089| CT1087 CLYDE MUN WATER TANK                APPROX. 3.5 KM 2592717.5 |
 CT1089| CT1091 CLYDE TEX ELEC SERV MICROWAVE       APPROX. 4.6 KM 2964043.5 |
 CT1089| CX8412 JOHN RM 2                             8.237 METERS 29817     |
 CT1089| CT1088 CLYDE 2 USGS 1961                     2.534 METERS 30125     |
 CT1089|---------------------------------------------------------------------|
 CT1089
 CT1089                          SUPERSEDED SURVEY CONTROL
 CT1089
 CT1089  NAD 83(1986)-  32 24 45.55647(N)    099 27 32.52268(W) AD(       ) 2
 CT1089  NAD 27      -  32 24 45.10120(N)    099 27 31.23720(W) AD(       ) 2
 CT1089
 CT1089.Superseded values are not recommended for survey control.
 CT1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1089.See file dsdata.txt to determine how the superseded data were derived.
 CT1089
 CT1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA5683786269(NAD 83)
 CT1089_MARKER: DS = TRIANGULATION STATION DISK
 CT1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1089
 CT1089  HISTORY     - Date     Condition        Report By
 CT1089  HISTORY     - 1961     MONUMENTED       CGS
 CT1089  HISTORY     - 1961     GOOD             CGS
 CT1089  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT1089
 CT1089                          STATION DESCRIPTION
 CT1089
 CT1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1089'THE STATION IS ON THE HIGHEST POINT OF A RIDGE, ON THE EAST
 CT1089'SIDE OF A GRAVEL PIT, APPROXIMATELY 2 MILES NORTHEAST OF
 CT1089'CLYDE, 1/3 MILE NORTH OF U.S. HIGHWAY 80 AND ON PROPERTY
 CT1089'OWNED BY JOHN L. ESTES JR.
 CT1089'
 CT1089'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CT1089'AND FARM ROAD 604 (LEADING SOUTH) ON THE NORTH SIDE OF CLYDE,
 CT1089'GO EAST ON HIGHWAY 80 FOR 1.95 MILES TO A CROSSROAD.  *TURN
 CT1089'LEFT, NORTH, ON A GRAVEL ROAD FOR 0.3 MILE TO A LOCKED METAL
 CT1089'GATE ON THE RIGHT WHERE A POWER LINE CROSSES THE ROAD.  TURN
 CT1089'RIGHT, PASS THROUGH THE GATE, AND GO EAST ON A BLADED ROAD
 CT1089'ALONG THE POWER LINE FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH
 CT1089'THE GATE AND CONTINUE STRAIGHT AHEAD, EAST, ON A TRACK ROAD
 CT1089'ALONG THE POWER LINE FOR 0.1 MILE TO THE EAST SIDE OF THE
 CT1089'GRAVEL PIT.  TURN LEFT, NORTH, ON TOP OF BANK ON THE EAST
 CT1089'SIDE OF THE GRAVEL PIT FOR APPROXIMATELY 190 FEET TO THE
 CT1089'STATION.
 CT1089'
 CT1089'STATION MARKS ARE STANDARD DISKS STAMPED JOHN 1961.  THE
 CT1089'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 CT1089'2 INCHES.  IT IS 190 FEET NORTH OF THE POWER LINE AND 29
 CT1089'FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 CT1089'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 CT1089'SURFACE OF THE GROUND.
 CT1089'
 CT1089'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JOHN NO 1 1961,
 CT1089'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CT1089'IT IS ON THE SOUTHWEST SLOPE OF THE BANK AND APPROXIMATELY 4
 CT1089'FEET LOWER IN ELEVATION THAN THE STATION.
 CT1089'
 CT1089'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JOHN NO 2 1961,
 CT1089'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CT1089'IT IS 2 FEET EAST OF A METAL WITNESS POST.
 CT1089'
 CT1089'AZIMUTH MARK, A STANDARD DISK STAMPED JOHN 1961, IS SET
 CT1089'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 CT1089'27.5 FEET SOUTH OF A TELEPHONE POLE, 24.5 FEET EAST OF THE
 CT1089'CENTER OF THE GRAVEL ROAD, 3 FEET NORTH OF A METAL WITNESS
 CT1089'POST AND 1 FOOT WEST OF A FENCE.
 CT1089'
 CT1089'CLYDE 2 1955 (USGS), A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 CT1089'MARK DISK STAMPED CLYDE 2 1955, IS SET IN A SQUARE CONCRETE
 CT1089'POST WHICH PROJECTS 6 INCHES.  IT IS 20.5 FEET EAST OF A METAL
 CT1089'WITNESS POST.
 CT1089'
 CT1089'*TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, GO EAST ON
 CT1089'HIGHWAY 80 FOR 0.45 MILE TO A CROSSROAD.  TURN LEFT, NORTH,
 CT1089'ON A GRAVEL ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 CT1089'RIGHT.
 CT1089'
 CT1089'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CT1089
 CT1089                          STATION RECOVERY (1961)
 CT1089
 CT1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT1089'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CT1089'FOUND IN GOOD CONDITION.  THE TO REACH FOR THE STATION AND
 CT1089'THE AZIMUTH MARK WAS FOUND TO BE COMPLETELY ADEQUATE.  THE
 CT1089'DIRECTIONS AND MEASUREMENTS WERE CHECKED IN THE FIELD AND WERE
 CT1089'ACCURATE.
 CT1089
 CT1089                          STATION RECOVERY (2001)
 CT1089
 CT1089'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1177 ***********************************************************************
 CT1177  DESIGNATION -  JOHN
 CT1177  PID         -  CT1177
 CT1177  STATE/COUNTY-  TX/JONES
 CT1177  USGS QUAD   -  STAMFORD (1965)
 CT1177
 CT1177                         *CURRENT SURVEY CONTROL
 CT1177  ___________________________________________________________________
 CT1177* NAD 83(1993)-  32 56 16.88011(N)    099 49 13.22159(W)     ADJUSTED  
 CT1177* NAVD 88     -       499.99   (+/-2cm)    1640.4    (feet)  VERTCON   
 CT1177  ___________________________________________________________________
 CT1177  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CT1177  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CT1177
 CT1177  HORZ ORDER  -  FIRST
 CT1177  VERT ORDER  -  THIRD ? (See Below)
 CT1177
 CT1177.The horizontal coordinates were established by classical geodetic methods
 CT1177.and adjusted by the National Geodetic Survey in February 1996..
 CT1177
 CT1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1177.The vertical order pertains to the NGVD 29 superseded value.
 CT1177
 CT1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1177
 CT1177.The geoid height was determined by GEOID03.
 CT1177
 CT1177;                    North         East     Units Scale Factor Converg.
 CT1177;SPC TXNC     - 2,141,756.024   476,542.585   MT  0.99987458   -0 43 12.4
 CT1177;SPC TXNC     - 7,026,744.56  1,563,456.80   sFT  0.99987458   -0 43 12.4
 CT1177;UTM  14      - 3,644,714.635   423,312.705   MT  0.99967251   -0 26 45.8
 CT1177
 CT1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1177!SPC TXNC     -   0.99992608  x   0.99987458  =   0.99980067
 CT1177!UTM  14      -   0.99992608  x   0.99967251  =   0.99959861
 CT1177
 CT1177:                Primary Azimuth Mark                     Grid Az
 CT1177:SPC TXNC     -  STAMFORD SW BELL RAD MAST                016 04 00.2
 CT1177:UTM  14      -  STAMFORD SW BELL RAD MAST                015 47 33.6
 CT1177
 CT1177|---------------------------------------------------------------------|
 CT1177| PID    Reference Object                     Distance      Geod. Az  |
 CT1177|                                                           dddmmss.s |
 CT1177| CT1175 STAMFORD SW BELL RAD MAST           APPROX. 4.0 KM 0152047.8 |
 CT1177| CT0798 X 192                                38.316 METERS 03823     |
 CT1177| CT1176 STAMFORD ET USGS 1974                 3.307 METERS 04021     |
 CT1177| CT1173 STAMFORD SOUTH MUNICIPAL TANK       APPROX. 1.5 KM 0521254.5 |
 CT1177| CT1174 STAMFORD CABLE TV MAST              APPROX. 3.5 KM 0632437.2 |
 CT1177| CX8883 UNIDENTIFIED MAST                                  0695106.3 |
 CT1177| CX8416 JOHN RM 1                             8.785 METERS 13707     |
 CT1177| CT1179 STAMFORD ATT MICROWAVE              APPROX. 8.6 KM 2053110.5 |
 CT1177| CX8417 JOHN RM 2                                          2105029.3 |
 CT1177|---------------------------------------------------------------------|
 CT1177
 CT1177                          SUPERSEDED SURVEY CONTROL
 CT1177
 CT1177  NAD 83(1993)-  32 56 16.88399(N)    099 49 13.21540(W) AD(       ) 1
 CT1177  NAD 83(1986)-  32 56 16.88679(N)    099 49 13.21268(W) AD(       ) 1
 CT1177  NAD 27      -  32 56 16.48736(N)    099 49 11.87340(W) AD(       ) 1
 CT1177  NGVD 29 (07/19/86)  499.82   (m)         1639.8    (f) LEVELING    3  
 CT1177
 CT1177.Superseded values are not recommended for survey control.
 CT1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1177.See file dsdata.txt to determine how the superseded data were derived.
 CT1177
 CT1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2331344715(NAD 83)
 CT1177_MARKER: DS = TRIANGULATION STATION DISK
 CT1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1177_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CT1177
 CT1177  HISTORY     - Date     Condition        Report By
 CT1177  HISTORY     - 1974     MONUMENTED       NGS
 CT1177
 CT1177                          STATION DESCRIPTION
 CT1177
 CT1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JLC)
 CT1177'THE STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHWEST OF
 CT1177'HASKELL, 14 MILES NORTH-NORTHEAST OF ANSON, IN THE SOUTHWEST
 CT1177'EDGE OF STAMFORD AND ON STATE OWNED LAND.
 CT1177'
 CT1177'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN STAMFORD,
 CT1177'GO WEST AND SOUTH ON U.S. HIGHWAY 277 FOR 1.15 MILES TO AN
 CT1177'OVERPASS AND THE STATION ON THE RIGHT, CONTINUE SOUTH OF
 CT1177'U.S. HIGHWAY 277 FOR 0.45 MILE TO A CROSSOVER AND REFERENCE
 CT1177'MARK 2 ON THE LEFT.
 CT1177'
 CT1177'STATION MARKS ARE STANDARD DISKS STAMPED JOHN 1974.  THE
 CT1177'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CT1177'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 CT1177'43 FEET NORTH OF A METAL GUARD RAIL AND 25 FEET NORTH OF THE
 CT1177'CENTER OF THE CONCRETE MEDIAN.  THE UNDERGROUND DISK IS SET IN
 CT1177'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 CT1177'GROUND SURFACE.
 CT1177'
 CT1177'REFERENCE MARK 1, A STANDARD DISK STAMPED JOHN NO 1 1974, IS
 CT1177'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE CONCRETE
 CT1177'MEDIAN.  IT IS 21 FEET NORTHWEST OF THE EAST GUARD RAIL AND 21
 CT1177'FEET SOUTHEAST OF THE WEST GUARD RAIL.
 CT1177'
 CT1177'REFERENCE MARK 2, A STANDARD DISK STAMPED JOHN NO 2 1974, IS
 CT1177'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CT1177'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 63 FEET
 CT1177'SOUTHWEST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 CT1177'U.S. HIGHWAY 277, 2.7 FEET EAST OF A POWERLINE POLE AND 2 FEET
 CT1177'NORTH OF A METAL WITNESS POST.
 CT1177'
 CT1177'BENCH MARK, A STANDARD DISK STAMPED X 192 RESET 1954, IS
 CT1177'CEMENTED IN A DRILL HOLE IN THE NORTH END OF THE CONCRETE
 CT1177'OVERPASS.  IT IS 21 FEET SOUTHEAST OF THE CENTER OF THE CONCRETE
 CT1177'MEDIAN AND 3.5 FEET NORTH OF THE END OF THE BRIDGE.
 CT1177'
 CT1177'ET USGS DISK HAS BEEN DESTROYED, THE DRILL HOLE WAS
 CT1177'RECOVERED.  IT IS ON THE SOUTH END OF THE CONCRETE OVERPASS
 CT1177'AND 22 FEET NORTH OF THE CENTER OF THE CONCRETE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0993 ***********************************************************************
 EM0993  DESIGNATION -  JOHN
 EM0993  PID         -  EM0993
 EM0993  STATE/COUNTY-  TX/FOARD
 EM0993  USGS QUAD   -  VIVIAN (1990)
 EM0993
 EM0993                         *CURRENT SURVEY CONTROL
 EM0993  ___________________________________________________________________
 EM0993* NAD 83(1993)-  34 04 13.91967(N)    099 59 03.50969(W)     ADJUSTED  
 EM0993* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 EM0993  ___________________________________________________________________
 EM0993  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 EM0993  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 EM0993
 EM0993  HORZ ORDER  -  SECOND
 EM0993
 EM0993.The horizontal coordinates were established by classical geodetic methods
 EM0993.and adjusted by the National Geodetic Survey in February 1996..
 EM0993
 EM0993.The orthometric height was scaled from a topographic map.
 EM0993
 EM0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0993
 EM0993.The geoid height was determined by GEOID03.
 EM0993
 EM0993;                    North         East     Units Scale Factor Converg.
 EM0993;SPC TXNC     - 2,267,548.833   462,986.305   MT  1.00003063   -0 48 34.3
 EM0993;SPC TXNC     - 7,439,449.80  1,518,980.90   sFT  1.00003063   -0 48 34.3
 EM0993;UTM  14      - 3,770,413.691   409,174.788   MT  0.99970169   -0 33 05.3
 EM0993
 EM0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0993!SPC TXNC     -   0.99992089  x   1.00003063  =   0.99995152
 EM0993!UTM  14      -   0.99992089  x   0.99970169  =   0.99962260
 EM0993
 EM0993:                Primary Azimuth Mark                     Grid Az
 EM0993:SPC TXNC     -  JOHN AZ MK                               186 38 07.3
 EM0993:UTM  14      -  JOHN AZ MK                               186 22 38.3
 EM0993
 EM0993|---------------------------------------------------------------------|
 EM0993| PID    Reference Object                     Distance      Geod. Az  |
 EM0993|                                                           dddmmss.s |
 EM0993| CX8413 JOHN AZ MK                                         1854933.0 |
 EM0993| CX8414 JOHN RM 1                            24.212 METERS 20234     |
 EM0993| EN0710 PADUCAH TV SIGNAL SERVICE MST       APPROX.31.1 KM 2570121.1 |
 EM0993| EN0705 PADUCAH MUNICIPAL TANK              APPROX.30.9 KM 2583324.3 |
 EM0993| EN0709 PADUCAH PANHANDLE CO TANK           APPROX.29.8 KM 2594630.9 |
 EM0993| CX8415 JOHN RM 2                            25.223 METERS 26232     |
 EM0993|---------------------------------------------------------------------|
 EM0993
 EM0993                          SUPERSEDED SURVEY CONTROL
 EM0993
 EM0993  NAD 83(1993)-  34 04 13.92067(N)    099 59 03.50984(W) AD(       ) 2
 EM0993  NAD 83(1986)-  34 04 13.92594(N)    099 59 03.50170(W) AD(       ) 2
 EM0993  NAD 27      -  34 04 13.64328(N)    099 59 02.13073(W) AD(       ) 2
 EM0993
 EM0993.Superseded values are not recommended for survey control.
 EM0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0993.See file dsdata.txt to determine how the superseded data were derived.
 EM0993
 EM0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC0917570414(NAD 83)
 EM0993_MARKER: DS = TRIANGULATION STATION DISK
 EM0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0993_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0993
 EM0993  HISTORY     - Date     Condition        Report By
 EM0993  HISTORY     - 1967     MONUMENTED       CGS
 EM0993
 EM0993                          STATION DESCRIPTION
 EM0993
 EM0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EM0993'THE STATION IS ABOUT 18-1/2 MILES EAST-NORTHEAST OF PADUCAH, 1/2
 EM0993'MILE NORTH OF U.S. HIGHWAY 70 AND ON A LOW, BUSH COVERED MESA WITH
 EM0993'STEEPLY SLOPING SIDES TO THE SOUTH AND WEST AND SLOPING GRADUALLY
 EM0993'TO THE EAST.
 EM0993'
 EM0993'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83, 62 AND 70
 EM0993'IN PADUCAH, GO EAST ON U.S. HIGHWAY 70 FOR 6.5 MILES TO A ROADSIDE
 EM0993'PARK ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 4.85 MILES TO
 EM0993'THE JUNCTION OF FARM ROAD 2564 ON THE LEFT.
 EM0993'CONTINUE EAST ON U.S. HIGHWAY 70 FOR 6.95 MILES TO A
 EM0993'SIDE ROAD ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 1.2
 EM0993'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY
 EM0993'FOR 0.75 MILE TO A ROAD ON THE LEFT AND CATTLE GUARD.  TURN LEFT,
 EM0993'CROSSING THE CATTLE GUARD AND GO NORTH ON A GRADED ROAD FOR 0.35
 EM0993'MILE, ABOUT 100 FEET SOUTH OF A CATTLE GUARD.  AT THIS POINT TURN
 EM0993'LEFT, CROSSING A DITCH AND GO WEST ACROSS COUNTRY, KEEPING ON THE
 EM0993'NORTH SIDE OF ROUGH TERRANCE FOR 0.95 MILE TO THE TOP OF THE
 EM0993'MESA AND THE STATION.
 EM0993'
 EM0993'THE STATION MARK IS A STANDARD DISK, STAMPED JOHN 1967, SET IN THE
 EM0993'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3
 EM0993'INCHES ABOVE THE GROUND.  IT IS 85 FEET NORTH OF THE SOUTH EDGE OF
 EM0993'THE MESA AND 4.6 FEET SOUTHWEST OF A WITNESS POST.
 EM0993'
 EM0993'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JOHN NO 1 1967, CEMENTED
 EM0993'IN A DRILL HOLE IN 1-1/2 BY 3 FOOT ROCK OUTCROP, THAT IS ABOUT FLUSH
 EM0993'WITH THE GROUND.  IT IS 6 FEET NORTH OF THE SOUTH EDGE OF THE MESA
 EM0993'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EM0993'
 EM0993'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JOHN NO 2 1967, CEMENTED
 EM0993'IN A DRILL HOLE IN 2 BY 3 FOOT ROCK OUTCROP, THAT IS FLUSH WITH THE
 EM0993'GROUND.  IT IS 23 FEET EAST OF THE WEST EDGE OF THE MESA AND ABOUT
 EM0993'THE SAME ELEVATION AS THE STATION.
 EM0993'
 EM0993'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JOHN 1967, SET IN THE
 EM0993'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2
 EM0993'INCHES ABOVE THE GROUND.  IT IS 60.5 FEET NORTH OF THE
 EM0993'CENTERLINE OF U.S. HIGHWAY 70, 1 FOOT NORTH OF A FENCE AND 1.4 FEET
 EM0993'NORTHWEST OF A WITNESS POST.
 EM0993'
 EM0993'THE UNDERGROUND MARK IS SET 36 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1233 ***********************************************************************
 DM1233  DESIGNATION -  JOHNS
 DM1233  PID         -  DM1233
 DM1233  STATE/COUNTY-  TX/CASS
 DM1233  USGS QUAD   -  LINDEN (1976)
 DM1233
 DM1233                         *CURRENT SURVEY CONTROL
 DM1233  ___________________________________________________________________
 DM1233* NAD 83(1993)-  33 03 50.30515(N)    094 16 21.03806(W)     ADJUSTED  
 DM1233* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 DM1233  ___________________________________________________________________
 DM1233  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DM1233  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM1233
 DM1233  HORZ ORDER  -  SECOND
 DM1233
 DM1233.The horizontal coordinates were established by classical geodetic methods
 DM1233.and adjusted by the National Geodetic Survey in February 1996..
 DM1233
 DM1233.The orthometric height was scaled from a topographic map.
 DM1233
 DM1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1233
 DM1233.The geoid height was determined by GEOID03.
 DM1233
 DM1233;                    North         East     Units Scale Factor Converg.
 DM1233;SPC TXNC     - 2,162,888.261   994,630.311   MT  0.99987265   +2 18 20.3
 DM1233;SPC TXNC     - 7,096,075.90  3,263,216.28   sFT  0.99987265   +2 18 20.3
 DM1233;UTM  15      - 3,659,098.868   381,209.242   MT  0.99977399   -0 41 39.6
 DM1233
 DM1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1233!SPC TXNC     -   0.99998582  x   0.99987265  =   0.99985847
 DM1233!UTM  15      -   0.99998582  x   0.99977399  =   0.99975981
 DM1233
 DM1233:                Primary Azimuth Mark                     Grid Az
 DM1233:SPC TXNC     -  JOHNS AZ MK                              000 16 43.0
 DM1233:UTM  15      -  JOHNS AZ MK                              003 16 42.9
 DM1233
 DM1233|---------------------------------------------------------------------|
 DM1233| PID    Reference Object                     Distance      Geod. Az  |
 DM1233|                                                           dddmmss.s |
 DM1233| CX6567 JOHNS AZ MK                                        0023503.3 |
 DM1233| CX6568 JOHNS RM 1                           30.779 METERS 04219     |
 DM1233| DM1226 ATLANTA W MUNICIPAL TANK            APPROX.11.7 KM 0562400.6 |
 DM1233| DM1227 ATLANTA RAD STA KALT MAST           APPROX. 8.6 KM 0754937.9 |
 DM1233| DM1234 LINDEN MUNICIPAL TANK               APPROX.10.5 KM 2360611.3 |
 DM1233| CX6569 JOHNS RM 2                           20.228 METERS 31840     |
 DM1233|---------------------------------------------------------------------|
 DM1233
 DM1233                          SUPERSEDED SURVEY CONTROL
 DM1233
 DM1233  NAD 83(1993)-  33 03 50.30897(N)    094 16 21.03115(W) AD(       ) 2
 DM1233  NAD 83(1986)-  33 03 50.30951(N)    094 16 21.02755(W) AD(       ) 2
 DM1233  NAD 27      -  33 03 49.83770(N)    094 16 20.34310(W) AD(       ) 2
 DM1233
 DM1233.Superseded values are not recommended for survey control.
 DM1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1233.See file dsdata.txt to determine how the superseded data were derived.
 DM1233
 DM1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8120959099(NAD 83)
 DM1233_MARKER: DS = TRIANGULATION STATION DISK
 DM1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1233
 DM1233  HISTORY     - Date     Condition        Report By
 DM1233  HISTORY     - 1958     MONUMENTED       CGS
 DM1233  HISTORY     - 1974     GOOD             TXHD
 DM1233
 DM1233                          STATION DESCRIPTION
 DM1233
 DM1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 DM1233'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHWEST OF ATLANTA,
 DM1233'ABOUT 6.5 MILES NORTHEAST OF LINDEN, 46 FEET WEST OF THE CENTER
 DM1233'OF A GRADED ROAD, 25 FEET SOUTH OF THE CENTER OF A DRIVEWAY
 DM1233'AND 4 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES
 DM1233'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED JOHNS 1958.
 DM1233'
 DM1233'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE CENTER OF A GRADED ROAD
 DM1233'AND 4 FEET SOUTH OF A POWERLINE POLE.  THE MARK PROJECTS 6
 DM1233'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED JOHNS
 DM1233'NO 1 1958.
 DM1233'
 DM1233'REFERENCE MARK NO. 2 IS 85 FEET WEST OF THE CENTER OF A GRADED
 DM1233'ROAD AND 42 FEET NORTHWEST OF A DRIVEWAY.  THE MARK IS SET
 DM1233'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED JOHNS
 DM1233'NO 2 1958.
 DM1233'
 DM1233'AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF A GRADED ROAD,
 DM1233'32 FEET NORTH OF THE CENTER OF A DRIVEWAY AND 2 FEET SOUTHWEST
 DM1233'OF A POWERLINE POLE.  THE MARK PROJECTS 4 INCHES ABOVE THE
 DM1233'SURFACE OF THE GROUND AND IS STAMPED JOHNS 1958.
 DM1233'
 DM1233'TO REACH THE STATION FROM THE COURT HOUSE IN LINDEN, GO
 DM1233'NORTHEASTERLY ON U.S. HIGHWAY NO. 59 FOR 6.7 MILES TO A GRADED
 DM1233'CROSS ROAD JUST BEYOND A STATE ROADSIDE PARK, TURN LEFT AND GO
 DM1233'NORTH FOR 0.15 MILE TO SUMMIT OF GRADE AND THE STATION ON THE
 DM1233'LEFT AS DESCRIBED.
 DM1233'
 DM1233'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 DM1233'GRADED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 DM1233'DESCRIBED.
 DM1233'
 DM1233'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 DM1233
 DM1233                          STATION RECOVERY (1974)
 DM1233
 DM1233'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (CLJ)
 DM1233'JOHNS 1958 - GOOD
 DM1233'
 DM1233'JOHNS AZ. MK. 1958 - GOOD
 DM1233'
 DM1233'JOHNS RM 1 - GOOD
 DM1233'
 DM1233'1958 DESCRIPTION IS ADEQUATE FOR RECOVERING STA.  DUE TO
 DM1233'VEGETATION, THERE IS NO LINE-OF-SIGHT BETWEEN STA. AND AZ. MK.
 DM1233'R.M. 2 NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2352 ***********************************************************************
 BY2352  DESIGNATION -  JOHNSON
 BY2352  PID         -  BY2352
 BY2352  STATE/COUNTY-  TX/ANDERSON
 BY2352  USGS QUAD   -  LONG LAKE (1964)
 BY2352
 BY2352                         *CURRENT SURVEY CONTROL
 BY2352  ___________________________________________________________________
 BY2352* NAD 83(1993)-  31 44 51.48411(N)    095 46 47.91523(W)     ADJUSTED  
 BY2352* NAVD 88     -        91.156  (meters)     299.07   (feet)  ADJUSTED  
 BY2352  ___________________________________________________________________
 BY2352  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 BY2352  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BY2352  DYNAMIC HT  -          91.046 (meters)     298.71  (feet)  COMP
 BY2352  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 BY2352
 BY2352  HORZ ORDER  -  FIRST
 BY2352  VERT ORDER  -  SECOND    CLASS 0
 BY2352
 BY2352.The horizontal coordinates were established by classical geodetic methods
 BY2352.and adjusted by the National Geodetic Survey in February 1996..
 BY2352
 BY2352.The orthometric height was determined by differential leveling
 BY2352.and adjusted by the National Geodetic Survey in June 1991..
 BY2352
 BY2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2352
 BY2352.The geoid height was determined by GEOID03.
 BY2352
 BY2352.The dynamic height is computed by dividing the NAVD 88
 BY2352.geopotential number by the normal gravity value computed on the
 BY2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2352.degrees latitude (g = 980.6199 gals.).
 BY2352
 BY2352.The modeled gravity was interpolated from observed gravity values.
 BY2352
 BY2352;                    North         East     Units Scale Factor Converg.
 BY2352;SPC TX C     - 3,239,522.070 1,131,300.342   MT  0.99996637   +2 20 42.9
 BY2352;SPC TX C     -10,628,331.99  3,711,607.87   sFT  0.99996637   +2 20 42.9
 BY2352;UTM  15      - 3,515,826.695   236,653.237   MT  1.00045542   -1 27 49.0
 BY2352
 BY2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2352!SPC TX C     -   0.99998979  x   0.99996637  =   0.99995616
 BY2352!UTM  15      -   0.99998979  x   1.00045542  =   1.00044521
 BY2352
 BY2352|---------------------------------------------------------------------|
 BY2352| PID    Reference Object                     Distance      Geod. Az  |
 BY2352|                                                           dddmmss.s |
 BY2352| CV7812 JOHNSON RM 1                         32.129 METERS 00919     |
 BY2352| BY2772 PALESTINE ANDERSON COURTHOUSE       APPROX.14.7 KM 0822756.8 |
 BY2352| BY2769 PALESTINE MO PAC RR CO FLAT TK      APPROX.13.5 KM 0832514.3 |
 BY2352| BY2770 PALESTINE MO PAC RR CONICAL TK      APPROX.13.8 KM 0840238.9 |
 BY2352| BY2771 PALESTINE TEX PWR AND L CO STK      APPROX.13.7 KM 0860411.0 |
 BY2352| BY2351 JOHNSON AZ MK                                      1074252.3 |
 BY2352| BY2353 JOHNSON RM 2                         26.326 METERS 23818     |
 BY2352|---------------------------------------------------------------------|
 BY2352
 BY2352                          SUPERSEDED SURVEY CONTROL
 BY2352
 BY2352  NAD 83(1986)-  31 44 51.49434(N)    095 46 47.89812(W) AD(       ) 1
 BY2352  NAD 27      -  31 44 50.88100(N)    095 46 47.04600(W) AD(       ) 1
 BY2352  NGVD 29 (??/??/92)   91.130  (m)          298.98   (f) ADJ UNCH    2 0
 BY2352
 BY2352.Superseded values are not recommended for survey control.
 BY2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2352.See file dsdata.txt to determine how the superseded data were derived.
 BY2352
 BY2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR3665315827(NAD 83)
 BY2352_MARKER: DS = TRIANGULATION STATION DISK
 BY2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2352_STAMPING: JOHNSON 1935
 BY2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2352+STABILITY: SURFACE MOTION
 BY2352
 BY2352  HISTORY     - Date     Condition        Report By
 BY2352  HISTORY     - 1935     MONUMENTED       CGS
 BY2352  HISTORY     - 1947     GOOD             NGS
 BY2352
 BY2352                          STATION DESCRIPTION
 BY2352
 BY2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BY2352'THIS STATION IS LOCATED ABOUT 8 MILES W OF PALESTINE ON
 BY2352'LAND OWNED AND OCCUPIED BY R.H. JOHNSON.  THE MARK IS SET
 BY2352'IN YARD 0.2 MILE NW OF T-INTERSECTION, ON THE TRUCKER-TENNESSEE
 BY2352'COLONY ROAD.  IT IS 59 FEET SW OF THE CENTER LINE OF THE
 BY2352'ROAD, 102 FEET SSE OF THE SE CORNER OF MR. JOHNSONS GROCERY
 BY2352'AND FILLING STATION, 40 FEET S OF 12-INCH OAK TREE ON THE
 BY2352'S SIDE OF THE DRIVEWAY.  MARK PROJECTS 5 INCHES.
 BY2352'
 BY2352'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BY2352'BRONZE DISKS SET IN CONCRETE.
 BY2352'
 BY2352'THE RIGHT-OF-WAY OF ROAD, 1 FOOT W OF FENCE LINE, 23 FEET
 BY2352'NE OF THE CENTER LINE OF THE ROAD AND PROJECTS 3 INCHES.
 BY2352'REFERENCE MARK NO. 2 IS WNW OF THE STATION ON THE W EDGE
 BY2352'OF THE LOT, 1 FOOT NE OF FENCE LINE BETWEEN A CULTIVATED
 BY2352'FIELD AND THE YARD, 35 FEET SE OF THE S GARDEN FENCE, PROJECTS
 BY2352'4 INCHES.
 BY2352'
 BY2352'AZIMUTH MARK IS SSE OF THE STATION ON THE N EDGE OF A SMALL
 BY2352'PASTURE, 0.2 MILE E OF T-INTERSECTION, 1 FOOT S OF RIGHT-OF-WAY
 BY2352'FENCE LINE, 31 FEET S OF THE CENTER LINE OF THE ROAD, 35
 BY2352'FEET WSW OF A 4-FOOT OAK TREE, PROJECTS 4 INCHES.
 BY2352'
 BY2352'TO REACH FROM PALESTINE GO W FROM THE POST OFFICE FOR 0.55
 BY2352'MILE TO GULF FILLING STATION AND BULK PLANT ON THE LEFT.
 BY2352'HIGHWAY TURNS LEFT AT THIS POINT.  CONTINUE STRAIGHT AHEAD
 BY2352'FOR 0.3 MILE TO T-INTERSECTION.  TURN LEFT AT THIS POINT
 BY2352'FOR 1 BLOCK THEN RIGHT, W, FOR 3.85 MILES TO FORKS.  TAKE
 BY2352'LEFT FORK AND FOLLOW FOR 4.4 MILES TO T.  TURN RIGHT ABOUT
 BY2352'0.15 MILE TO R.H. JOHNSONS STORE AND STATION.
 BY2352'
 BY2352'A 77-FOOT TOWER WAS USED.
 BY2352'
 BY2352'ALL STATIONS CAN BE SEEN AT 50 FEET ABOVE THE GROUND.
 BY2352
 BY2352                          STATION RECOVERY (1947)
 BY2352
 BY2352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BY2352'5.3 MI NW FROM TUCKER.
 BY2352'ALONG A GRADED COUNTY ROAD LEADING TO TENNESSEE COLONY, 5.3 MILES
 BY2352'NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION SIGNBOARD TUCKER,
 BY2352'AT JOHNSONS STORE AND GAS STATION, 95 FEET SOUTHEAST OF THE NORTHEAST
 BY2352'CORNER OF THE STORE, 66 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 20
 BY2352'FEET NORTHEAST OF A 14 INCH OAK TREE, 2 FEET NORTHWEST OF WITNESS
 BY2352'POST, A TRIANGULATION STATION MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0299 ***********************************************************************
 AH0299  DESIGNATION -  JOHNSON
 AH0299  PID         -  AH0299
 AH0299  STATE/COUNTY-  TX/SAN PATRICIO
 AH0299  USGS QUAD   -  TAFT (1975)
 AH0299
 AH0299                         *CURRENT SURVEY CONTROL
 AH0299  ___________________________________________________________________
 AH0299* NAD 83(1993)-  27 56 21.12748(N)    097 25 29.84059(W)     ADJUSTED  
 AH0299* NAVD 88     -        18.17   (+/-2cm)      59.6    (feet)  VERTCON   
 AH0299  ___________________________________________________________________
 AH0299  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AH0299  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AH0299
 AH0299  HORZ ORDER  -  SECOND
 AH0299  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0299
 AH0299.The horizontal coordinates were established by classical geodetic methods
 AH0299.and adjusted by the National Geodetic Survey in February 1996..
 AH0299
 AH0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0299.The vertical order pertains to the NGVD 29 superseded value.
 AH0299
 AH0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0299
 AH0299.The geoid height was determined by GEOID03.
 AH0299
 AH0299;                    North         East     Units Scale Factor Converg.
 AH0299;SPC TX S     - 5,252,240.141   405,804.391   MT  1.00002851   +0 29 17.1
 AH0299;SPC TX S     -17,231,724.53  1,331,376.57   sFT  1.00002851   +0 29 17.1
 AH0299;UTM  14      - 3,091,465.600   654,960.186   MT  0.99989639   +0 44 17.2
 AH0299
 AH0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0299!SPC TX S     -   1.00000136  x   1.00002851  =   1.00002987
 AH0299!UTM  14      -   1.00000136  x   0.99989639  =   0.99989775
 AH0299
 AH0299:                Primary Azimuth Mark                     Grid Az
 AH0299:SPC TX S     -  JOHNSON AZ MK                            002 48 08.1
 AH0299:UTM  14      -  JOHNSON AZ MK                            002 33 08.0
 AH0299
 AH0299|---------------------------------------------------------------------|
 AH0299| PID    Reference Object                     Distance      Geod. Az  |
 AH0299|                                                           dddmmss.s |
 AH0299| CV3361 JOHNSON AZ MK                                      0031725.2 |
 AH0299| CV3363 JOHNSON RM 3                         41.081 METERS 00730     |
 AH0299| AH1382 TAFT CENTRAL PWR AND LT CO TK       APPROX. 5.5 KM 0280521.7 |
 AH0299| AH1381 F 9                                  18.288 METERS 07217     |
 AH0299| AH0300 JOHNSON RM 1                         29.593 METERS 07914     |
 AH0299| AH1320 GREGORY CATHOLIC CH STEEPLE         APPROX.13.1 KM 1002823.5 |
 AH0299| AH1357 CORPUS CHRISTI PORT TANK            APPROX.14.5 KM 1685612.2 |
 AH0299| AH1377 CORPUS CHRI ARANSAS COMP CO TK      APPROX.14.5 KM 1685921.2 |
 AH0299| AH1355 CORPUS CHRISTI CEN L AND P STK      APPROX.16.5 KM 1692908.6 |
 AH0299| AH1370 CORPUS CHRI PLAZA HOTEL ELEV        APPROX.16.1 KM 1695905.5 |
 AH0299| AH1362 CORPUS CHRISTI PORT COMP CO TK      APPROX.16.7 KM 1773236.9 |
 AH0299| CV3362 JOHNSON RM 2                                       18108     |
 AH0299| AH1561 CLARKWOOD MUNICIPAL TANK            APPROX.20.3 KM 2122859.7 |
 AH0299| AH1563 ROBSTOWN MUNICIPAL TANK             APPROX.28.9 KM 2343555.4 |
 AH0299| CV3364 JOHNSON RM 4                         36.427 METERS 27134     |
 AH0299| AN2149 SINTON MUNICIPAL TANK               APPROX.14.2 KM 3233610.5 |
 AH0299|---------------------------------------------------------------------|
 AH0299
 AH0299                          SUPERSEDED SURVEY CONTROL
 AH0299
 AH0299  NAD 83(1986)-  27 56 21.13496(N)    097 25 29.81952(W) AD(       ) 2
 AH0299  NAD 27      -  27 56 20.06500(N)    097 25 28.84300(W) AD(       ) 2
 AH0299  NGVD 29 (??/??/92)   18.347  (m)           60.19   (f) ADJ UNCH    2 0
 AH0299
 AH0299.Superseded values are not recommended for survey control.
 AH0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0299.See file dsdata.txt to determine how the superseded data were derived.
 AH0299
 AH0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5496091466(NAD 83)
 AH0299_MARKER: DS = TRIANGULATION STATION DISK
 AH0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0299_STAMPING: JOHNSON 1931
 AH0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0299+STABILITY: SURFACE MOTION
 AH0299
 AH0299  HISTORY     - Date     Condition        Report By
 AH0299  HISTORY     - 1931     MONUMENTED       CGS
 AH0299  HISTORY     - 1934     MARK NOT FOUND   CGS
 AH0299  HISTORY     - 1937     GOOD             TXHD
 AH0299  HISTORY     - 1942     GOOD             CGS
 AH0299  HISTORY     - 1942     GOOD             NGS
 AH0299  HISTORY     - 1949     GOOD             CGS
 AH0299  HISTORY     - 1949     GOOD             NGS
 AH0299  HISTORY     - 1953     GOOD             CGS
 AH0299  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0299  HISTORY     - 1975     MARK NOT FOUND   TXHD
 AH0299  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0299
 AH0299                          STATION DESCRIPTION
 AH0299
 AH0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AH0299'ABOUT 3 MILES SW OF TAFT, IN SW CORNER OF SECTION LINE CROSSROADS,
 AH0299'IN AN UNUSED PASTURE OWNED BY HUGH JOHNSON, ABOUT 100 FEET
 AH0299'E OF HIS BARN, 300 FEET S OF HIS HOUSE, 42 FEET S OF CENTER
 AH0299'LINE OF ONE SECTION LINE ROAD, 38 FEET W OF OTHER, AND 24.7
 AH0299'FEET SW OF GASOLINE PUMP IN FENCE CORNER.
 AH0299'
 AH0299'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AH0299'DISKS SET IN CONCRETE.
 AH0299'SURFACE MARK IS FLUSH WITH THE GROUND.
 AH0299'
 AH0299'REFERENCE MARK NO. 1 PROJECTS 3 INCHES ABOVE GROUND, IS IN
 AH0299'SE CORNER OF SECTION LINE CROSSROADS, 57 FEET E OF CENTER
 AH0299'LINE OF ONE ROAD AND 19 FEET S OF OTHER, 36.3 FEET E OF FENCE
 AH0299'CORNER POST, AND IS 97.09 FEET FROM STATION, N 79 DEG 16 MIN E.
 AH0299'
 AH0299'REFERENCE MARK NO. 2 PROJECTS 4 INCHES ABOVE GROUND, IS 0.15
 AH0299'MILE S OF CROSSROADS, ON S SIDE OF FRONT YARD OF HOUSE, 73.0
 AH0299'FEET S OF SE CORNER OF FRAME HOUSE, 46.45 FEET E OF SE CORNER
 AH0299'OF FRAME GARAGE, 38 FEET W OF CENTER LINE OF DIRT SECTION LINE
 AH0299'ROAD, AND APPROXIMATELY 0.15 MILE FROM STATION, S 01 DEG 08 MIN E.
 AH0299'B.M. F 9 (U.S.G.S.) IS 60.00 FEET FROM
 AH0299'STATION, N 72 DEG 17 MIN E.
 AH0299'
 AH0299'BEARING FROM STATION OF N TANK OF CENTRAL LIGHT AND POWER
 AH0299'COMPANY, TAFT, DISTANT 3 MILES, IS N 28 DEG 05 MIN E.
 AH0299'
 AH0299'STATION REACHED FROM TAFT BY DIRT ROAD LEADING SW FROM HIGHWAY
 AH0299'16 AT RAILROAD FREIGHT STATION AND TEXACO PLANT 2.3 MILES
 AH0299'TO DIRT ROAD LEADING S AT ACUTE ANGLE.  FOLLOW S 1.0 MILE TO
 AH0299'SECTION CORNER AND STATION.
 AH0299
 AH0299                          STATION RECOVERY (1934)
 AH0299
 AH0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AH0299'STATION MARK SEARCHED FOR BUT NOT FOUND.  OWNER OF PROPERTY
 AH0299'STATES THERE HAS BEEN NOTHING IN LOT LIKELY TO DISTURB STATION
 AH0299'MARK.  PROBABLY BURIED BY EXCAVATION OF GASOLINE PUMP.
 AH0299'
 AH0299'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND IN
 AH0299'GOOD CONDITION.
 AH0299'
 AH0299'STRIKE OUT PHRASE AND 24.7 FEET SW OF GASOLINE PUMP IN FENCE
 AH0299'CORNER IN DESCRIPTION.  NO OTHER CHANGES IN DESCRIPTION NOTED.
 AH0299
 AH0299                          STATION RECOVERY (1937)
 AH0299
 AH0299'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AH0299'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  THE
 AH0299'DESCRIPTION OF 1931 IS GOOD EXCEPT THAT THE GASOLINE PUMP
 AH0299'MENTIONED IS NO LONGER ON THE GROUND AND THE STATION IS NOW
 AH0299'IN THE NE CORNER OF A BARN LOT.  IT IS 18 FEET FROM THE N
 AH0299'FENCE AND 13 FEET FROM THE E FENCE.
 AH0299'
 AH0299'HUGH JOHNSON HAS DIED SINCE 1931 AND THE PROPERTY NOW BELONGS
 AH0299'TO HIS SON, DUDLEY JOHNSON.
 AH0299
 AH0299                          STATION RECOVERY (1942)
 AH0299
 AH0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AH0299'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AH0299'CONDITION.
 AH0299'
 AH0299'STATION IS STAMPED JOHNSON 1931.  IT IS ABOUT 3.0
 AH0299'MILES SW OF TAFT, IN CORRAL AT SW CORNER OF SECTION LINE
 AH0299'CROSSROADS, ABOUT 300.0 FEET S OF HOUSE AND ABOUT 100.0 FEET
 AH0299'E OF E END OF BARN OWNED BY HUGH JOHNSON IN 1942.  IT IS 53.5
 AH0299'FEET SW OF THE CENTER OF INTERSECTION OF CROSSROADS, 42.5
 AH0299'FEET S OF E-W SECTION LINE ROAD, 35.0 FEET W OF THE CENTER
 AH0299'LINE OF THE N-S ROAD, AND 22.5 FEET SW OF POWER LINE POLE AT
 AH0299'THE NE CORNER OF CORRAL.  THE MONUMENT PROJECTS ABOUT 0.1
 AH0299'FOOT.
 AH0299'
 AH0299'NOTE--THE GASOLINE PUMP MENTIONED IN THE ORIGINAL DESCRIPTION
 AH0299'HAS BEEN REMOVED.
 AH0299'
 AH0299'REFERENCE MARK NO. 1 IS STAMPED JOHNSON NO. 1 1931.
 AH0299'IT IS 97.0 FEET EASTERLY FROM THE STATION, 53.0 FEET E
 AH0299'OF THE N-S ROAD AND 19.0 FEET S OF THE E-W ROAD.  THE MONUMENT
 AH0299'PROJECTS ABOUT 0.3 FOOT.
 AH0299'
 AH0299'NOTE--THE FENCE CORNER MENTIONED IN THE ORIGINAL DESCRIPTION
 AH0299'HAS BEEN REMOVED AND FARM IMPLEMENTS HAVE RUN OVER THIS MARK
 AH0299'AND KNOCKED THE CORNERS OFF THE MONUMENT.  ALSO B.M. F 9
 AH0299'(U.S.G.S.) WAS FOUND DESTROYED.  THE MONUMENT HAD BEEN BROKEN
 AH0299'OFF ABOUT ONE FOOT FROM THE TOP.
 AH0299'
 AH0299'REFERENCE MARK NO. 2 WAS SEARCHED FOR THOROUGHLY BUT WAS
 AH0299'NOT RECOVERED.
 AH0299'
 AH0299'STATION IS REACHED FROM THE SOUTHERN PACIFIC RAILROAD STATION
 AH0299'IN TAFT BY TRAVELING 2.4 MILES SOUTHWESTERLY ALONG OILED ROAD
 AH0299'TOWARDS ODEM TO INTERSECTION OF DIRT ROAD LEADING SOUTHERLY,
 AH0299'THENCE 1.0 MILE SOUTHERLY ALONG DIRT ROAD TO SITE OF THE
 AH0299'STATION.
 AH0299
 AH0299                          STATION RECOVERY (1942)
 AH0299
 AH0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 AH0299'3.4 MI SW FROM TAFT.
 AH0299'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT TAFT-- PROCEED
 AH0299'2.4 MILES SOUTHWEST ALONG OILED ROAD TOWARDS ODEM TO THE INTERSECTION
 AH0299'OF DIRT ROAD LEADING SOUTHERLY.  THENCE, FOLLOW ALONG THE DIRT ROAD
 AH0299'SOUTHERLY 1.0 MILE TO THE SITE OF THE STATION.  STATION IS IN CORRAL
 AH0299'EAST OF A BARN AT SECTION LINE CROSSROADS, 53.5 FEET SOUTHWEST OF THE
 AH0299'CENTER OF CROSSROADS, ABOUT 300.0 FEET SOUTH OF A HOUSE AND ABOUT
 AH0299'100.0 FEET EAST OF THE EAST END OF BARN.  IT IS 35.0 FEET WEST OF THE
 AH0299'NORTH-SOUTH ROAD, 42.5 FEET SOUTH OF EAST-WEST ROAD, 22.5 FEET
 AH0299'SOUTHWEST OF POWER LINE POLE AT THE NORTHEAST CORNER OF CORRAL, AND
 AH0299'THE MONUMENT PROJECTS 0.1 FOOT.
 AH0299
 AH0299                          STATION RECOVERY (1949)
 AH0299
 AH0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH0299'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  MONUMENT
 AH0299'FOR R.M. NO. 1 WAS FOUND IN ITS ORIGINAL POSITION BUT THE
 AH0299'DISK REMOVED.  R.M. NO. 2 WAS NOT RECOVERED, THIS MARK HAS
 AH0299'PROBABLY BEEN DESTROYED AS THE DWELLING IS NOW GONE AND THE
 AH0299'FRONT YARD IS NOW A STORAGE AREA FOR FARM IMPLEMENTS.
 AH0299'
 AH0299'THE STATION MARK IS NOW IN A PLOWED FIELD.  IT IS 53.3 FT.
 AH0299'SW OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD
 AH0299'AND A NORTH-SOUTH ROAD.  36.5 FT. W OF THE CENTER LINE OF THE
 AH0299'N-S ROAD.  23.1 FT. SW OF POWER POLE NO. 314 AND 39.5 FT. S
 AH0299'OF THE E-W ROAD.
 AH0299
 AH0299                          STATION RECOVERY (1949)
 AH0299
 AH0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0299'RECOVERED IN GOOD CONDITION.
 AH0299
 AH0299                          STATION RECOVERY (1953)
 AH0299
 AH0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AH0299'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 AH0299'REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK WERE DESTROYED.
 AH0299'
 AH0299'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 AH0299'
 AH0299'STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHEAST OF SINTON.
 AH0299'5 MILES SOUTHWEST OF TAFT.  53.5 FEET SOUTHWEST OF THE CENTER
 AH0299'OF INTERSECTION OF CROSSROADS.  40 FEET SOUTH OF THE CENTER
 AH0299'LINE OF AN EAST-WEST DIRT ROAD.  38 FEET WEST OF THE CENTER
 AH0299'LINE OF A NORTH-SOUTH DIRT ROAD AND 22.5 FEET SOUTHWEST OF A
 AH0299'POWER LINE POLE.  THE MARK IS STAMPED JOHNSON 1931 1953 AND
 AH0299'IS 18 INCHES BELOW THE SURFACE OF THE GROUND.
 AH0299'
 AH0299'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AH0299'POSTS.
 AH0299'
 AH0299'TO REACH THE STATION FROM THE POST OFFICE IN TAFT, GO SOUTH
 AH0299'FOR 0.15 MILE TO THE SOUTHERN PACIFIC RAILROAD STATION.  TURN
 AH0299'LEFT AND GO SOUTHWEST ACROSS RAILROAD TRACKS ON FARM ROAD
 AH0299'631 FOR 1 MILE TO A FORK.  KEEP RIGHT STRAIGHT AHEAD FOR
 AH0299'1.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR
 AH0299'1 MILE TO CROSSROADS AND THE STATION ON THE RIGHT IN THE
 AH0299'SOUTHWEST ANGLE OF CROSSROADS AS DESCRIBED.
 AH0299'
 AH0299'REFERENCE MARK NO. 3 IS 21 FEET WEST OF THE CENTER LINE OF
 AH0299'A NORTH-SOUTH DIRT ROAD.  1 FOOT EAST OF A POWER LINE POLE.
 AH0299'THE MARK IS STAMPED JOHNSON NO 3 1931 1953 AND PROJECTS 3
 AH0299'INCHES.
 AH0299'
 AH0299'REFERENCE MARK NO. 4 IS 80 FEET SOUTH OF A MACHINE SHED AND
 AH0299'40 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST DIRT ROAD.
 AH0299'THE MARK IS STAMPED JOHNSON NO 4 1931 1953 AND
 AH0299'
 AH0299'THE AZIMUTH MARK IS 27 FEET EAST OF THE CENTER LINE OF A
 AH0299'NORTH-SOUTH DIRT ROAD AND 2.5 FEET EAST OF A POWER LINE POLE.
 AH0299'THE MARK IS STAMPED JOHNSON 1931 1953 AND PROJECTS 6 INCHES.
 AH0299'
 AH0299'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON DIRT
 AH0299'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AH0299
 AH0299                          STATION RECOVERY (1969)
 AH0299
 AH0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (RVS)
 AH0299'SEARCHED FOR NOT FOUND.
 AH0299
 AH0299                          STATION RECOVERY (1975)
 AH0299
 AH0299'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (FCM)
 AH0299'JOHNSON-MISSING (PLOUGHED OUT)
 AH0299
 AH0299                          STATION RECOVERY (1996)
 AH0299
 AH0299'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2709 ***********************************************************************
 AX2709  DESIGNATION -  JOHNSON
 AX2709  PID         -  AX2709
 AX2709  STATE/COUNTY-  TX/COLORADO
 AX2709  USGS QUAD   -  GARWOOD (1981)
 AX2709
 AX2709                         *CURRENT SURVEY CONTROL
 AX2709  ___________________________________________________________________
 AX2709* NAD 83(1993)-  29 29 16.40203(N)    096 28 40.28903(W)     ADJUSTED  
 AX2709* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 AX2709  ___________________________________________________________________
 AX2709  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AX2709  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2709
 AX2709  HORZ ORDER  -  FIRST
 AX2709
 AX2709.The horizontal coordinates were established by classical geodetic methods
 AX2709.and adjusted by the National Geodetic Survey in February 1996..
 AX2709
 AX2709.The orthometric height was scaled from a topographic map.
 AX2709
 AX2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2709
 AX2709.The geoid height was determined by GEOID03.
 AX2709
 AX2709;                    North         East     Units Scale Factor Converg.
 AX2709;SPC TXSC     - 4,186,005.610   844,540.290   MT  0.99986679   +1 14 08.3
 AX2709;SPC TXSC     -13,733,586.74  2,770,795.93   sFT  0.99986679   +1 14 08.3
 AX2709;UTM  14      - 3,264,691.965   744,534.990   MT  1.00033790   +1 14 31.6
 AX2709
 AX2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2709!SPC TXSC     -   0.99999517  x   0.99986679  =   0.99986196
 AX2709!UTM  14      -   0.99999517  x   1.00033790  =   1.00033306
 AX2709
 AX2709|---------------------------------------------------------------------|
 AX2709| PID    Reference Object                     Distance      Geod. Az  |
 AX2709|                                                           dddmmss.s |
 AX2709| CV7311 JOHNSON RM 1                         27.644 METERS 03059     |
 AX2709| AX2663 LAKESIDE IRRIGATION CO STACK        APPROX.11.7 KM 0390455.2 |
 AX2709| AX2660 EAGLE LAKE MUNICIPAL STANDPIPE      APPROX.17.8 KM 0495317.1 |
 AX2709| AX2659 EAGLE LAKE STACK                    APPROX.15.9 KM 0603635.7 |
 AX2709| CV7312 JOHNSON RM 2                         34.324 METERS 13316     |
 AX2709| CV7310 JOHNSON AZ MK                                      2434843.5 |
 AX2709|---------------------------------------------------------------------|
 AX2709
 AX2709                          SUPERSEDED SURVEY CONTROL
 AX2709
 AX2709  NAD 83(1986)-  29 29 16.41610(N)    096 28 40.27478(W) AD(       ) 1
 AX2709  NAD 27      -  29 29 15.54400(N)    096 28 39.38500(W) AD(       ) 1
 AX2709
 AX2709.Superseded values are not recommended for survey control.
 AX2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2709.See file dsdata.txt to determine how the superseded data were derived.
 AX2709
 AX2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT4453564692(NAD 83)
 AX2709_MARKER: DS = TRIANGULATION STATION DISK
 AX2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2709
 AX2709  HISTORY     - Date     Condition        Report By
 AX2709  HISTORY     - 1943     MONUMENTED       CGS
 AX2709  HISTORY     - 1954     GOOD             CGS
 AX2709  HISTORY     - 1963     GOOD             CGS
 AX2709
 AX2709                          STATION DESCRIPTION
 AX2709
 AX2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2709'STATION IS LOCATED ABOUT 11 MILES SW OF EAGLE LAKE AND ABOUT
 AX2709'6 MILES S OF ALTAIR IN A FENCE LINE BETWEEN THE COUNTY
 AX2709'RIGHT-OF-WAY AND THE PROPERTY OF MR. H.L. JOHNSON.  MARK
 AX2709'IS 8 PACES W OF THE CENTER LINE OF THE SIDE ROAD AND 28
 AX2709'PACES S OF THE CENTER LINE OF THE ROAD TO THE STATION.  MARK
 AX2709'IS STAMPED JOHNSON 1943 AND PROJECTS ABOUT 5 INCHES.
 AX2709'
 AX2709'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2709'DISKS SET IN CONCRETE.
 AX2709'
 AX2709'REFERENCE MARK NO. 1 IS 9 PACES S OF THE CENTER LINE OF
 AX2709'THE ROAD TO THE STATION AND 15 PACES E OF THE ROAD CORNER.
 AX2709'MARK IS STAMPED JOHNSON NO. 1 1943 AND PROJECTS ABOUT 5
 AX2709'INCHES.
 AX2709'
 AX2709'REFERENCE MARK NO. 2 IS 8 PACES E OF THE CENTER LINE OF
 AX2709'THE SIDE ROAD AND 1 FOOT W OF THE FENCE LINE.  MARK IS STAMPED
 AX2709'JOHNSON NO. 2 1943 AND PROJECTS ABOUT 4 INCHES.
 AX2709'
 AX2709'AZIMUTH MARK IS 27 PACES S OF THE CENTER LINE OF THE ROAD,
 AX2709'11 PACES E OF THE CENTER LINE OF THE DRIVE, AND 14 FEET
 AX2709'S OF THE S GATEPOST OF THE CORRAL.  MARK IS STAMPED JOHNSON
 AX2709'1943 AND PROJECTS ABOUT 3 INCHES.
 AX2709'
 AX2709'TO REACH THE STATION FROM COLUMBUS GO SE ON TEXAS 71 FOR
 AX2709'10.5 MILES TO A SIDE ROAD LEFT AT ALTAIR, CONTINUE STRAIGHT
 AX2709'AHEAD FOR 4.6 MILES TO A SIDE ROAD RIGHT, TURN RIGHT ON
 AX2709'A DIRT ROAD AND GO 3.25 MILES TO A SIDE ROAD LEFT AND THE
 AX2709'STATION ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE
 AX2709'TO A HOUSE ON THE LEFT AND THE AZIMUTH MARK IN THE YARD.
 AX2709'
 AX2709'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AX2709
 AX2709                          STATION RECOVERY (1954)
 AX2709
 AX2709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2709'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 AX2709'IN GOOD CONDITION.  HOWEVER, THE HOUSE MENTIONED NEAR THE
 AX2709'AZIMUTH MARK IS GONE.
 AX2709'
 AX2709'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF EAGLE
 AX2709'LAKE, 6 MILES SOUTH OF ALTAIR AND 5 MILES NORTHWEST OF GARWOOD,
 AX2709'ON THE WEST EDGE OF THE COUNTY ROAD RIGHT-OF-WAY.
 AX2709'
 AX2709'TO REACH THE STATION FROM GARWOOD, GO NORTH ON STATE HIGHWAY
 AX2709'71 FOR 4.6 MILES TO A CHURCH ON THE LEFT AND A SIDE ROAD
 AX2709'LEFT, TURN LEFT AND GO WEST-SOUTHWEST ON THE GRAVEL ROAD
 AX2709'FOR 3.25 MILES TO A T-ROAD LEFT AND THE STATION AS DESCRIBED.
 AX2709'TO REACH THE AZIMUTH MARK, CONTINUE WEST-SOUTHWEST ON THE
 AX2709'GRAVEL ROAD FOR 0.4 MILE TO A CORRAL ON THE LEFT AND THE
 AX2709'AZIMUTH MARK IN THE CORRAL.
 AX2709'
 AX2709'THE STATION MARK, STAMPED JOHNSON 1943, IS A STANDARD DISK
 AX2709'SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT
 AX2709'IS 75 FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVEL ROAD,
 AX2709'21 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD
 AX2709'AND IN A NORTH-SOUTH FENCE LINE.
 AX2709'
 AX2709'REFERENCE MARK NO. 1, STAMPED JOHNSON NO 1 1943, IS A STANDARD
 AX2709'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 AX2709'IT IS 35.5 FEET EAST OF A FENCE CORNER AND 24 FEET SOUTH
 AX2709'OF THE CENTER OF THE EAST-WEST GRAVEL ROAD.
 AX2709'
 AX2709'REFERENCE MARK NO. 2, STAMPED JOHNSON NO 2 1943, IS A STANDARD
 AX2709'DISK SET IN A CONCRETE POST THAT PROJECTS 4 INCHES, AND
 AX2709'IT IS 20 FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVEL
 AX2709'ROAD.
 AX2709'
 AX2709'THE AZIMUTH MARK, STAMPED JOHNSON 1943, IS A STANDARD DISK
 AX2709'SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT
 AX2709'IS 147 FEET NORTH OF A WELL, 80 FEET SOUTH OF THE CENTER
 AX2709'OF THE GRAVEL ROAD, 69 FEET NORTH-NORTHWEST OF THE NORTH
 AX2709'END OF A CONCRETE CATTLE DIP, 13.6 FEET SOUTH OF THE SOUTH
 AX2709'GATE POST OF THE GATE LEADING TO THE CORRAL, 1.5 FEET SOUTH
 AX2709'OF A WHITE WITNESS POST AND 1 FOOT EAST OF THE WIRE FENCE
 AX2709'ALONG THE WEST SIDE OF THE CORRAL.
 AX2709
 AX2709                          STATION RECOVERY (1963)
 AX2709
 AX2709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2709'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 AX2709'AS DESCRIBED.
 AX2709'
 AX2709'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0657 ***********************************************************************
 DP0657  DESIGNATION -  JOHNSON
 DP0657  PID         -  DP0657
 DP0657  STATE/COUNTY-  TX/CROSBY
 DP0657  USGS QUAD   -  PETERSBURG (1965)
 DP0657
 DP0657                         *CURRENT SURVEY CONTROL
 DP0657  ___________________________________________________________________
 DP0657* NAD 83(1993)-  33 48 45.03201(N)    101 31 04.90751(W)     ADJUSTED  
 DP0657* NAVD 88     -        91.52   (+/-2cm)     300.3    (feet)  VERTCON   
 DP0657  ___________________________________________________________________
 DP0657  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 DP0657  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 DP0657
 DP0657  HORZ ORDER  -  FIRST
 DP0657  VERT ORDER  -  THIRD ? (See Below)
 DP0657
 DP0657.The horizontal coordinates were established by classical geodetic methods
 DP0657.and adjusted by the National Geodetic Survey in February 1996..
 DP0657
 DP0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0657.The vertical order pertains to the NGVD 29 superseded value.
 DP0657
 DP0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0657
 DP0657.The geoid height was determined by GEOID03.
 DP0657
 DP0657;                    North         East     Units Scale Factor Converg.
 DP0657;SPC TXNC     - 2,241,974.023   320,618.305   MT  0.99996064   -1 38 45.7
 DP0657;SPC TXNC     - 7,355,543.11  1,051,895.22   sFT  0.99996064   -1 38 45.7
 DP0657;UTM  14      - 3,744,218.773   266,926.973   MT  1.00026973   -1 24 06.7
 DP0657
 DP0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0657!SPC TXNC     -   0.99998969  x   0.99996064  =   0.99995033
 DP0657!UTM  14      -   0.99998969  x   1.00026973  =   1.00025942
 DP0657
 DP0657|---------------------------------------------------------------------|
 DP0657| PID    Reference Object                     Distance      Geod. Az  |
 DP0657|                                                           dddmmss.s |
 DP0657| CJ7574 JOHNSON RM 1                         44.550 METERS 17720     |
 DP0657| CJ7576 JOHNSON RM 3                         77.770 METERS 17937     |
 DP0657| CJ7573 JOHNSON AZ MK                                      1795423.2 |
 DP0657| CJ7577 JOHNSON RM 4                         37.085 METERS 27931     |
 DP0657| DP0661 PETERSBURG ATT MICRO RELAY MST      APPROX. 8.9 KM 2914117.1 |
 DP0657| CJ7575 JOHNSON RM 2                         36.543 METERS 29149     |
 DP0657| DP0664 PETERSBURG FINKER FARM SILO         APPROX.13.0 KM 3052433.5 |
 DP0657| DP0660 PETERSBURG MUNICIPAL TANK           APPROX. 9.7 KM 3110347.9 |
 DP0657|---------------------------------------------------------------------|
 DP0657
 DP0657                          SUPERSEDED SURVEY CONTROL
 DP0657
 DP0657  NAD 83(1986)-  33 48 45.03796(N)    101 31 04.90153(W) AD(       ) 1
 DP0657  NAD 27      -  33 48 44.74100(N)    101 31 03.31700(W) AD(       ) 1
 DP0657  NGVD 29 (07/19/86)   91.15   (m)          299.0    (f) LEVELING    3  
 DP0657
 DP0657.Superseded values are not recommended for survey control.
 DP0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0657.See file dsdata.txt to determine how the superseded data were derived.
 DP0657
 DP0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC6692744219(NAD 83)
 DP0657_MARKER: DS = TRIANGULATION STATION DISK
 DP0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0657_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0657
 DP0657  HISTORY     - Date     Condition        Report By
 DP0657  HISTORY     - 1935     MONUMENTED       CGS
 DP0657  HISTORY     - 1938     GOOD             TXHD
 DP0657  HISTORY     - 1957     GOOD             CGS
 DP0657  HISTORY     - 1958     GOOD             CGS
 DP0657  HISTORY     - 1964     GOOD             CGS
 DP0657
 DP0657                          STATION DESCRIPTION
 DP0657
 DP0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DP0657'STATION IS LOCATED ON PROPERTY OF T.J. THOMPSON, ABOUT 10 MILES
 DP0657'N OF LORENZO, 12 MILES NW OF RAILS, AND 7.5 MILES A LITTLE N
 DP0657'OF W OF CONE, RAY JOHNSON IS RENTER OF PROPERTY.  STATION IS IN
 DP0657'NE CORNER OF BARNYARD, 7 FEET W OF N-S FENCE LINE WHICH IS ABOUT
 DP0657'200 FEET E OF JOHNSONS HOUSE, 45.5 FEET S OF S RIGHT-OF-WAY FENCE
 DP0657'OF E-W ROAD.
 DP0657'
 DP0657'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DP0657'BRONZE DISKS SET IN CONCRETE.
 DP0657'
 DP0657'REFERENCE MARK NO. 1 IS SET IN E FENCE OF BARNYARD, WHICH IS
 DP0657'ABOUT 200 FEET E OF THE JOHNSON HOUSE.
 DP0657'
 DP0657'REFERENCE MARK NO. 2 IS SET IN S RIGHT-OF-WAY FENCE OF E-W
 DP0657'ROAD IN NW FENCE CORNER OF BARNYARD.
 DP0657'
 DP0657'AZIMUTH MARK IS 0.5 MILE S OF STATION.  REACHED FROM STATION
 DP0657'BY FOLLOWING FENCE LEADING S FROM STATION.  MARK IS SET IN
 DP0657'E-W FENCE, 10 FEET W OF SE FENCE CORNER.  ALL MARKS PROJECTS ABOUT
 DP0657'6 INCHES.
 DP0657'
 DP0657'STATION IS REACHED FROM RAILROAD STATION IN LORENZO BY GOING
 DP0657'N ON MAIN STREET AND ROAD FOR 2.0 MILES AND TURN E (RIGHT) AT
 DP0657'T-ROAD JUNCTION AND CEMETERY ON LEFT, GO E 0.5 MILE, THENCE N
 DP0657'FOR 1 MILE, THENCE E 0.85 MILE TO T-ROAD N, THENCE N FOR 7 MILES
 DP0657'TO T-ROAD W, GO W 0.55 MILE TO JOHNSONS HOUSE AND STATION.
 DP0657'
 DP0657'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DP0657
 DP0657                          STATION RECOVERY (1938)
 DP0657
 DP0657'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 DP0657'DESCRIPTION AS GIVEN IN REACHING STATION IS SATISFACTORY.  STATION
 DP0657'AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  NO ATTEMPT WAS
 DP0657'MADE TO RECOVER THE AZIMUTH MARK.
 DP0657
 DP0657                          STATION RECOVERY (1957)
 DP0657
 DP0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 DP0657'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DP0657'DUE TO NEW HIGHWAY CONSTRUCTION IT WAS RECESSARY TO DESTROY R.M. NO.
 DP0657'2 AFTER R.M. NO. 3, 1957 WAS ESTABLISHED IN THE VICINITY.
 DP0657'
 DP0657'STATION IS NOW 20 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF
 DP0657'STATE HIGHWAY NO. 378, DUE EAST AND IN RANGE WITH THE NORTH SIDE
 DP0657'OF A STUCCO FARM HOUSE AND IN THE NORTHEAST CORNER OF THE FARM
 DP0657'YARD.  A STANDARD DISK STAMPED JOHNSON 1935 AND PROJECTS ABOUT 3
 DP0657'INCHES.
 DP0657'
 DP0657'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION ALONG THE EAST FENCE
 DP0657'LINE OF THE BARN YARD AND IN AN AREA THAT IS USED FOR PARKING
 DP0657'HEAVY MACHINES.
 DP0657'
 DP0657'THE AZIMUTH MARK IS SOUTH OF THE STATION ALONG THE EAST FENCE LINE
 DP0657'AND IS 10 FEET WEST OF THE SOUTHEAST CORNER POST OF THE CULTIVATED
 DP0657'FIELD.
 DP0657'
 DP0657'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED JOHNSON 1935 NO. 3
 DP0657'1957 IN A CONCRETE POST PROJECTING ABOUT 1 INCH, ABOUT 20 FEET
 DP0657'NORTH OF THE EAST-WEST FENCE LEADING EAST FROM THE FARM WELL AND
 DP0657'1 FEET SOUTHEAST OF THE CLOTHSLINE POST AND IS 60 FEET DUE EAST
 DP0657'FROM THE WELL AND ABOUT 100 FEET SOUTHEAST OF THE HOUSE.
 DP0657'
 DP0657'TO REACH THE STATION FROM LORENZO--GO NORTH FROM THE DEPOT ON
 DP0657'STATE HIGHWAY NO. 378, 10.0 MILES.  THEN TURN RIGHT ON THE HIGHWAY
 DP0657'AND GO EAST 0.5 MILE TO THE FARM HOUSE AND STATION ON THE RIGHT
 DP0657'AS DESCRIBED.
 DP0657
 DP0657                          STATION RECOVERY (1958)
 DP0657
 DP0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 DP0657'THE SURFACE STATION MARK WAS FOUND TO BE SLIGHTLY TILTED.  THE
 DP0657'PRESENT LAND OWNER, MR. J.O. SCARBROUGH, REQUESTED THAT THIS MARK
 DP0657'BE LOWERED BELOW PLOW DEPTH AS THE LAND IS NOW UNDER CULTIVATION.
 DP0657'R.M. NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 DP0657'GOOD CONDITION BUT R.M. NO. 2 HAD BEEN DESTROYED.  THE LAND OWNER
 DP0657'ALSO REQUESTED THAT R.M. NO. 1 BE MOVED AS IT WAS IN THE WAY OF
 DP0657'CULTIVATION.  BOTH UNDERGROUND AND SURFACE STATION MARKS WERE
 DP0657'LOWERED.
 DP0657'
 DP0657'THE STATION IS 69.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 DP0657'27 FEET SOUTH-SOUTHWEST OF A PIPE LINE VENT-PIPE 20 FEET HIGH
 DP0657'AND 20 FEET WEST OF THE CENTER LINE OF A FIELD ROAD.  THE MARK IS
 DP0657'12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 DP0657'JOHNSON 1935 - 1958.
 DP0657'
 DP0657'R.M. NO. 3 IS 255.15 FEET (77.770 METERS) SOUTH OF THE STATION, 16
 DP0657'FEET WEST OF THE CENTER LINE OF A FIELD ROAD AND 1-1/2 FEET
 DP0657'NORTHEAST OF A PIPE LINE VENT-PIPE WHICH PROJECTS ABOUT 20 FEET.
 DP0657'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED JOHNSON
 DP0657'NO 3 1935.
 DP0657'
 DP0657'R.M. NO. 4 IS 121.65 FEET (37.079 METERS) WEST-NORTHWEST OF THE
 DP0657'STATION, 72 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 DP0657'STUCCO HOUSE, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 DP0657'AND 14 INCHES NORTH OF A POWER LINE POLE.  THE DISK IS SET IN
 DP0657'THE TOP OF A ROUND CONCRETE POST PROJECTING ABOUT 6 INCHES AND
 DP0657'DISK IS STAMPED JOHNSON NO. 4 1935.
 DP0657'
 DP0657'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION AND IS 10 FEET
 DP0657'WEST OF A FENCE POST AT THE SOUTHEAST CORNER OF THE FIELD.
 DP0657'
 DP0657'TO REACH THE STATION FROM LORENZO, FROM THE JUNCTION OF U.S. HIGHWAYS
 DP0657'62 AND 82 AND FARM ROAD 378, GO NORTH AND EAST ON FARM ROAD 378
 DP0657'FOR 10.7 MILES TO A STUCCO HOUSE ON THE RIGHT AND STATION TO
 DP0657'EAST OF HOUSE.  THE STATION IS ABOUT 0.5 MILE EAST OF A POINT
 DP0657'WHERE HIGHWAY MAKES A TURN FROM NORTH TO EAST.
 DP0657
 DP0657                          STATION RECOVERY (1964)
 DP0657
 DP0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DP0657'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 DP0657'WERE RECOVERED AS DESCRIBED BY F.A.R. IN 1958.  THE 1958 ROUTING
 DP0657'TO THE STATION WAS NOT CHECKED.  A NEW ROUTING AND ADDITIONAL
 DP0657'MEASUREMENTS TO THE STATION ARE NOTED.  FOLLOWING IS A COMPLETE
 DP0657'NEW DESCRIPTION.
 DP0657'
 DP0657'THE STATION IS ABOUT 15 MILES SOUTHWEST OF FLOYDADA, 6-1/4 MILES
 DP0657'SOUTHEAST OF PETERSBURG, AT THE NORTHEAST CORNER OF A CULTIVATED
 DP0657'FIELD OWNED BY J.O. SCARBROUGH.
 DP0657'
 DP0657'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND
 DP0657'70 IN FLOYDADA, GO SOUTHWEST AND SOUTH ON HIGHWAY 62 FOR 8.1
 DP0657'MILES TO FARM ROAD 54 ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 DP0657'FARM ROAD 54 FOR 8.7 MILES TO THE ALLMON COTTON GIN AND FARM ROAD
 DP0657'378 ON THE LEFT.  TURN LEFT AND GO SOUTH ON FARM ROAD 378 FOR
 DP0657'5.35 MILES TO THE STATION ON THE LEFT.
 DP0657'
 DP0657'THE STATION MARK IS A STANDARD DISK, STAMPED JOHNSON 1935 1958,
 DP0657'SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER AND
 DP0657'12 INCHES BELOW THE GROUND SURFACE.  IT IS 70.6 FEET SOUTH OF THE
 DP0657'CENTERLINE OF FARM ROAD 378, 18.2 FEET WEST OF THE CENTERLINE OF A
 DP0657'FIELD ROAD, 192.0 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 DP0657'A FARM HOUSE, 257.0 FEET NORTH OF A 20 FOOT HIGH GAS LINE PIPE
 DP0657'VENT, 121.8 FEET EAST OF A TRANSFORMER POLE AND 121.9 FEET EAST
 DP0657'OF A WITNESS POST.
 DP0657'
 DP0657'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED JOHNSON NO 3 1935,
 DP0657'SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER AND
 DP0657'PROJECTING 3 INCHES.  IT IS 2.5 FEET NORTH-NORTHEAST OF THE VENT
 DP0657'PIPE, 14.7 FEET WEST OF THE CENTERLINE OF THE FIELD ROAD AND AT
 DP0657'ABOUT THE SAME ELEVATION AS THE STATION.
 DP0657'
 DP0657'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED JOHNSON NO 4 1935,
 DP0657'SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER AND
 DP0657'PROJECTING 3 INCHES.  IT IS 1.0 FEET SOUTH OF THE WITNESS POST,
 DP0657'1.0 FEET NORTH OF THE TRANSFORMER POLE, 50.5 FEET SOUTH OF THE
 DP0657'CENTERLINE OF FARM ROAD 378, 72.4 FEET EAST OF THE NORTHEAST
 DP0657'CORNER OF THE HOUSE AND AT ABOUT THE SAME ELEVATION AS THE
 DP0657'STATION.
 DP0657'
 DP0657'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JOHNSON 1935 AZI,
 DP0657'SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER AND
 DP0657'PROJECTING 3 INCHES.  IT IS NEAR THE CENTER OF A T-JUNCTION OF
 DP0657'FIELD ROADS, 1.0 FOOT NORTH OF A WITNESS POST AND 9.5 FEET WEST
 DP0657'OF A LONE FENCE POST.
 DP0657'
 DP0657'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0788 ***********************************************************************
 CC0788  DESIGNATION -  JOHNSON
 CC0788  PID         -  CC0788
 CC0788  STATE/COUNTY-  TX/WARD
 CC0788  USGS QUAD   -  SODA LAKE SE (1981)
 CC0788
 CC0788                         *CURRENT SURVEY CONTROL
 CC0788  ___________________________________________________________________
 CC0788* NAD 83(1993)-  31 36 09.00287(N)    103 19 27.44353(W)     ADJUSTED  
 CC0788* NAVD 88     -       870.0    (meters)    2854.     (feet)  VERTCON   
 CC0788  ___________________________________________________________________
 CC0788  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 CC0788  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 CC0788
 CC0788  HORZ ORDER  -  FIRST
 CC0788
 CC0788.The horizontal coordinates were established by classical geodetic methods
 CC0788.and adjusted by the National Geodetic Survey in February 1996..
 CC0788
 CC0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0788
 CC0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0788
 CC0788.The geoid height was determined by GEOID03.
 CC0788
 CC0788;                    North         East     Units Scale Factor Converg.
 CC0788;SPC TX C     - 3,218,417.299   416,214.813   MT  0.99993662   -1 32 25.9
 CC0788;SPC TX C     -10,559,090.76  1,365,531.43   sFT  0.99993662   -1 32 25.9
 CC0788;UTM  13      - 3,497,595.674   658,969.110   MT  0.99991169   +0 52 41.9
 CC0788
 CC0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0788!SPC TX C     -   0.99986728  x   0.99993662  =   0.99980391
 CC0788!UTM  13      -   0.99986728  x   0.99991169  =   0.99977898
 CC0788
 CC0788:                Primary Azimuth Mark                     Grid Az
 CC0788:SPC TX C     -  JOHNSON AZ MK                            075 18 28.5
 CC0788:UTM  13      -  JOHNSON AZ MK                            072 53 20.7
 CC0788
 CC0788|---------------------------------------------------------------------|
 CC0788| PID    Reference Object                     Distance      Geod. Az  |
 CC0788|                                                           dddmmss.s |
 CC0788| CH9669 JOHNSON AZ MK                                      0734602.6 |
 CC0788| CH9670 JOHNSON RM 1                         22.207 METERS 23038     |
 CC0788| CH9671 JOHNSON RM                           19.023 METERS 34753     |
 CC0788|---------------------------------------------------------------------|
 CC0788
 CC0788                          SUPERSEDED SURVEY CONTROL
 CC0788
 CC0788  NAD 83(1986)-  31 36 09.00429(N)    103 19 27.43867(W) AD(       ) 1
 CC0788  NAD 27      -  31 36 08.53200(N)    103 19 25.83400(W) AD(       ) 1
 CC0788  NGVD 29 (07/19/86)  869.6    (m)         2853.     (f) VERT ANG       
 CC0788
 CC0788.Superseded values are not recommended for survey control.
 CC0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0788.See file dsdata.txt to determine how the superseded data were derived.
 CC0788
 CC0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ5896997596(NAD 83)
 CC0788_MARKER: P = PIPE CAP
 CC0788_SETTING: 0 = UNSPECIFIED SETTING
 CC0788
 CC0788  HISTORY     - Date     Condition        Report By
 CC0788  HISTORY     - 1909     MONUMENTED       CGS
 CC0788  HISTORY     - 1935     GOOD             CGS
 CC0788  HISTORY     - 1938     GOOD             TXHD
 CC0788  HISTORY     - 1944     GOOD             LOCENG
 CC0788  HISTORY     - 1945     GOOD             CGS
 CC0788  HISTORY     - 1951     GOOD             USE
 CC0788  HISTORY     - 1968     GOOD             USGS
 CC0788  HISTORY     - 1970     GOOD             USAF
 CC0788
 CC0788                          STATION DESCRIPTION
 CC0788
 CC0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CC0788'STATION IS ELEVEN MILES DIRECT, OR 13 MILES BY ROAD, NNE FROM
 CC0788'BARSTOW, A TOWN ON THE TEXAS AND PACIFIC RAILWAY, IN THE W
 CC0788'PASTURE, AND 1/4 MILE W BY N OF THE ROAD LEADING THROUGH THIS
 CC0788'PASTURE FROM BARSTOW.  IT IS 4 MILES N BY E OF THE GATE WHERE THE
 CC0788'ROAD ENTERS THE W PASTURE, ON THE HIGHEST POINT OF A RIDGE
 CC0788'ON A SPUR PROJECTING TO THE SW FROM THE MAIN RIDGE AND NEAR
 CC0788'ITS SW END.
 CC0788'
 CC0788'SURFACE MARK IS CAP STATION MARK SCREWED TO TOP OF 3-INCH IRON
 CC0788'PIPE, 30 INCHES LONG WHICH IS EMBEDDED IN A CYLINDER OF CONCRETE
 CC0788'20 INCHES IN DIAMETER AND 30 INCHES LONG.
 CC0788'
 CC0788'UNDERGROUND MARK IS A STANDARD DISK STATION MARK IN CONCRETE.
 CC0788'
 CC0788'REFERENCE MARK IS A 3/4-INCH IRON ROD 18 INCHES LONG SET IN A
 CC0788'CYLINDER OF CONCRETE 12 INCHES IN DIAMETER AND 20 INCHES LONG.
 CC0788'IT IS 19.024 METERS (62.41 FEET) FROM THE STATION.
 CC0788'THE CENTER OF A TANK AT A GROUP OF THREE WINDMILLS
 CC0788'IS ABOUT 1-1/2 MILES DISTANT N 33 DEG 49 MIN E.
 CC0788'
 CC0788'BEARING FROM STATION TO BARSTOW COURTHOUSE CUPOLA, S 23 DEG 03 MIN W.
 CC0788
 CC0788                          STATION RECOVERY (1935)
 CC0788
 CC0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0788'STATION IS ABOUT 11 MILES NW OF BARSTOW AND IS ON THE SW END
 CC0788'OF A SPUR OF LAND WHICH PROJECTS TO THE SW FROM THE MAIN RIDGE.
 CC0788'THE MARK IS A CAPPED IRON PIPE WHICH PROJECTS 7 INCHES FROM
 CC0788'A CONCRETE CYLINDER.
 CC0788'
 CC0788'THE OLD REFERENCE MARK WAS RECOVERED.  IT IS AN IRON ROD SET
 CC0788'IN A CONCRETE CYLINDER.  IT IS N OF THE STATION AND FLUSH WITH
 CC0788'THE GROUND.
 CC0788'
 CC0788'A NEW REFERENCE MARK WAS ESTABLISHED.  IT IS A STANDARD BRONZE
 CC0788'DISK SET IN A SQUARE BLOCK OF CONCRETE.  IT IS SW OF THE STATION
 CC0788'AND PROJECTS 6 INCHES.
 CC0788'
 CC0788'A NEW AZIMUTH MARK WAS ESTABLISHED.  IT IS A STANDARD BRONZE
 CC0788'DISK SET IN A SQUARE BLOCK OF CONCRETE, AND IS ABOUT 0.6 MILE
 CC0788'ENE OF THE STATION.  IT IS ABOUT 150 YARDS SE OF THE MAIN TRAIL,
 CC0788'7-1/2 FEET S OF A TRAIL FORK AND 50-1/2 FEET WNW OF A TRANSMISSION
 CC0788'LINE.  THE MARK PROJECTS 12 INCHES.
 CC0788'
 CC0788'THE STATION IS REACHED FROM THE WARD COUNTY COURTHOUSE IN BARSTOW
 CC0788'BY GOING E TWO BLOCKS, TURN N AND GO 0.7 MILE.  CONTINUE
 CC0788'NORTHWESTERLY ON THE MAIN ROAD 1.0 MILE.  TURN RIGHT AND DRIVE
 CC0788'NORTHEASTERLY ON A GRADED ROAD 2.0 MILES.  CROSS A CATTLE
 CC0788'GUARD AND CONTINUE ON A BLADED ROAD 4.2 MILES.  CROSS A CATTLE
 CC0788'GUARD AND DRIVE NORTHERLY ON THE BLADED ROAD 0.4 MILE.  TAKE
 CC0788'THE LEFT FORK STRAIGHT AHEAD 3.9 MILES.  (THE AZIMUTH MARK IS
 CC0788'ABOUT 150 YARDS EASTERLY FROM THIS POINT).  TAKE A DIM LEFT
 CC0788'FORK AT THE TOP OF THE RIDGE AND DRIVE SOUTHWESTERLY 0.3 MILE.
 CC0788'LEAVE THE DIM TRAIL AND DRIVE SOUTHWESTERLY ALONG THE TOP
 CC0788'OF THE RIDGE 0.2 MILE TO THE STATION.
 CC0788'
 CC0788'A 50-FOOT TOWER WAS ERECTED.
 CC0788
 CC0788                          STATION RECOVERY (1938)
 CC0788
 CC0788'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0788'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CC0788'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.  DESCRIPTION
 CC0788'AS GIVEN IN REACHING STATION IS SATISFACTORY.  CATTLE GUARDS
 CC0788'ARE REPLACED BY WIRE GATES DUE TO THE OIL-TRUCK TRAFFIC BREAKING
 CC0788'THE CATTLE GUARDS.
 CC0788
 CC0788                          STATION RECOVERY (1944)
 CC0788
 CC0788'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (LMW)
 CC0788'RECOVERED BY ROBERT H. RAY INC.
 CC0788'
 CC0788'DESCRIPTION AS GIVEN FOR REACHING STATION IS SATISFACTORY.
 CC0788'STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.
 CC0788
 CC0788                          STATION RECOVERY (1945)
 CC0788
 CC0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CC0788'RECOVERED AS DESCRIBED IN REVISED DESCRIPTION OF 1938.  DESCRIPTION
 CC0788'IS ADEQUATE.  STATION AND REFERENCE MARKS RECOVERED IN GOOD
 CC0788'CONDITION.  DISTANCES TO REFERENCE MARKS WERE NOT CHECKED.
 CC0788
 CC0788                          STATION RECOVERY (1951)
 CC0788
 CC0788'RECOVERY NOTE BY US ENGINEERS 1951 (RCS)
 CC0788'STATION WAS FOUND AS DESCRIBED BUT A FOUR-WHEEL DRIVE VEHICLE
 CC0788'IS NOW REQUIRED DUE TO ABANDONMENT OF GRADED ROADS.  A NEW
 CC0788'ROUTE FOR TWO-WHEEL DRIVE VEHICLES FOLLOWS--
 CC0788'
 CC0788'FROM THE RAILROAD STATION AT PYOTE, GO N ON STATE HIGHWAY 115 FOR
 CC0788'THREE BLOCKS.  TURN LEFT (W) AND FOLLOW THE MAIN GRADED ROAD
 CC0788'FOR 0.8 MI. TO A STEEL CATTLE GUARD.  PASS OVER THE CATTLE
 CC0788'GUARD AND CONTINUE ON THE MAIN TRAIL FOR 5.2 MI. TO A WOODEN
 CC0788'GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE MAIN ROAD FOR
 CC0788'2.2 MI. TO A STEEL-AND-WOOD CATTLE GUARD.  PASS OVER THE CATTLE
 CC0788'GUARD AND CONTINUE ON THE MAIN TRAIL FOR 1.4 MI. TO THE L.W.
 CC0788'ANDERSON RANCHHOUSE.  URN LEFT, THEN RIGHT AROUND THE RANCH
 CC0788'BUILDINGS KEEPING THE MAIN TRAIL FOR 1.0 MI. TO A FORK IN THE
 CC0788'ROAD.  TAKE THE LEFT FORK AND GO 0.4 MI. TO A FORK IN THE ROAD.
 CC0788'TAKE THE RIGHT FORK AND GO 1.1 MI. TO A DRY LAKEBED.
 CC0788'CONTINUE ON THE MAIN ROAD FOR 1.2 MI. TO A POWERLINE.  THE
 CC0788'AZIMUTH MARK IS ON THE LEFT OF THE TRAIL, AND 50 FT. N OF
 CC0788'THE POWERLINE.  CONTINUE ON THE ROAD FOR 0.1 MI. TO THE
 CC0788'JUNCTION OF TWO ROADS.  CROSS THE ROAD AND FOLLOW A DIM TRAIL
 CC0788'SW ALONG A RIDGE TOWARD THE HIGH POINT OF A HILL FOR 0.5 MI.
 CC0788'AND THE STATION.  A WITNESS POST OF 3/4-IN. REINFORCEMENT STEEL
 CC0788'WAS ERECTED.  IT PROTRUDES ABOUT 3 FT. AND IS PAINTED WHITE.
 CC0788'
 CC0788'REFERENCE MARK (1909), REFERENCE MARK 1, AND AZIMUTH MARK WERE
 CC0788'FOUND IN GOOD CONDITION AS DESCRIBED.
 CC0788'
 CC0788'NOTE--THE COURTHOUSE AT BARSTOW HAS BEEN MOVED TO MONAHANS,
 CC0788'AND THE ORIGINAL STRUCTURE HAS BEEN DESTROYED.  A COMMUNITY
 CC0788'CENTER NOW OCCUPIES THE FORMER COURTHOUSE SITE.
 CC0788
 CC0788                          STATION RECOVERY (1968)
 CC0788
 CC0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JTD)
 CC0788'THE STATION IS LOCATED NORTH 40 DEG EAST ABOUT 16 MILES AIRLINE
 CC0788'FROM PECOS, NORTH 67 DEG WEST ABOUT 13 MILES AIRLINE FROM PYOTE.
 CC0788'36 FEET NORTH OF A TRACK ROAD AND 8 FEET EAST OF A USC AND GS
 CC0788'WITNESS SIGN MOUNTED ON A METAL POST.
 CC0788'
 CC0788'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 115
 CC0788'AND RANCH ROAD 2355 IN PYOTE, GO NORTHWEST ON RANCH ROAD 2355
 CC0788'FOR 8.6 MILES THEN RIGHT (NORTH) OFF RANCH ROAD FOR 1.0 MILE TO
 CC0788'A RANCH HOUSE.  GO AROUND THE SOUTHWEST SIDE OF BARN TO TRACK ROAD
 CC0788'NORTHWEST ALONG POWER LINE.  FOLLOW TRACK ROAD FOR 1.1 MILE
 CC0788'TO FORK.  TAKE LEFT FORK FOR 2.7 MILES TO AZIMUTH MARK (6 FEET
 CC0788'SOUTH OF ROAD AND ABOUT 45 FEET WEST OF POWERLINE CROSSING),
 CC0788'CONTINUE ON FOR 0.1 MILE TO TRAIL CROSSING, THENCE WEST ALONG
 CC0788'TRACK ROAD FOR 0.5 MILE TO STATION SITE.
 CC0788'
 CC0788'STATION MARK--A USC AND GS BRONZE CAP SCREWED TO TOP OF 3 INCH
 CC0788'IRON PIPE AND SET IN A CONCRETE POST.  THE CAP PROJECTS 0.6
 CC0788'FEET ABOVE GROUND AND IS STAMPED JOHNSON 1909.
 CC0788'
 CC0788'REFERENCE MARK NO. 1--A USC AND GS BRONZE REFERENCE MARK TABLET
 CC0788'SET IN A CONCRETE POST.  THE TABLET PROJECTS 0.2 FEET AND
 CC0788'IS STAMPED JOHNSON NO. 1 1935.
 CC0788'
 CC0788'REFERENCE MARK NO. 2--AN IRON ROD SET IN AN IRREGULAR MASS OF
 CC0788'CONCRETE, FLUSH WITH THE GROUND.
 CC0788
 CC0788                          STATION RECOVERY (1970)
 CC0788
 CC0788'RECOVERY NOTE BY US AIR FORCE 1970 (WRS)
 CC0788'JOHNSON 1909-MAIN MARKER - GOOD CONDITION AS DESCRIBED IN 1935
 CC0788'BY W.R.P.
 CC0788'
 CC0788'JOHNSON NO 1 1935-R.M. 1 - GOOD CONDITION AS DESCRIBED IN 1935
 CC0788'BY W.R.P.*
 CC0788'
 CC0788'ETCHED USC AND GS-R.M. (1909) GOOD CONDITION AS DESCRIBED IN 1935
 CC0788'BY W.R.P.
 CC0788'
 CC0788'JOHNSON AZIMUTH 1935-AZIMUTH MARK - GOOD CONDITION AS DESCRIBED
 CC0788'IN 1935.
 CC0788'
 CC0788'*R.M. 1 PROJECTS 4 INCHES INSTEAD OF 6 INCHES.
 CC0788'
 CC0788'ALL DISTANCES TO REFERENCES MARKS CORRECT AS DESCRIBED IN 1935.
 CC0788'
 CC0788'STATION JOHNSON IS LOCATED 16 MILES NE OF PECOS AND 13 MILES
 CC0788'NW OF PYOTE ON THE SOUTHWEST AND HIGHEST POINT OF A NE/SW
 CC0788'RIDGE LINE.
 CC0788'
 CC0788'REVISED ROUTE DESCRIPTION--
 CC0788'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CC0788'STATE HIGHWAY 115 IN PYOTE, PROCEED NORTH ON 115 FOR 0.3 MILES
 CC0788'TO THE INTERSECTION WITH RANCH ROAD 2355.  AT THIS POINT, TURN
 CC0788'LEFT AND TRAVEL WEST AND NORTHWEST ON PAVED RANCH ROAD FOR 8.45
 CC0788'MILES TO A STEEL CATTLE GUARD, AND CONTINUE PAST THIS POINT FOR
 CC0788'0.95 MILES TO INTERSECTION WITH DIRT ROAD ON RIGHT JUST BEFORE
 CC0788'PAVEMENT ENDS.  TURN RIGHT (N/NW) AND PROCEED FOR 0.55 MILES
 CC0788'TO A CATTLE GUARD ON WEST SIDE OF ANDERSON RANCH.  FROM THIS
 CC0788'CATTLE GUARD, CONTINUE ON MAIN DIRT AND GRAVEL ROAD FOR
 CC0788'1.05 MILES TO FORK IN ROAD.  TAKE LEFT FORK AND PROCEED,
 CC0788'WEST AND SOUTHWEST, FOR 1.45 MILES TO SAND AND GRASS
 CC0788'COVERED LAKEBED AND THEN 1.45 MILES TO GRAVEL ROAD
 CC0788'INTERSECTION.  CONTINUE THROUGH INTERSECTION AND CLIMB RIDGE
 CC0788'FOR 0.5 MILES AND HIGHEST POINT.  THE STATION MARKER IS 36.5
 CC0788'FEET ON RIGHT (NW) SIDE OF ROAD AND MARKED BY A 3 FOOT
 CC0788'HIGH STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5765 ***********************************************************************
 DG5765  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5765  DESIGNATION -  JOHNSON CITY CORS ARP
 DG5765  CORS_ID     -  TXJC
 DG5765  PID         -  DG5765
 DG5765  STATE/COUNTY-  TX/BLANCO
 DG5765  USGS QUAD   -  JOHNSON CITY (1982)
 DG5765
 DG5765                         *CURRENT SURVEY CONTROL
 DG5765  ___________________________________________________________________
 DG5765* NAD 83(CORS)-  30 15 59.20284(N)    098 23 50.39585(W)     ADJUSTED  
 DG5765* NAVD 88     -                                                        
 DG5765  ___________________________________________________________________
 DG5765  EPOCH DATE  -        2002.00
 DG5765  X           -    -805,208.422 (meters)                     COMP
 DG5765  Y           -  -5,454,618.199 (meters)                     COMP
 DG5765  Z           -   3,196,094.668 (meters)                     COMP
 DG5765  ELLIP HEIGHT-         348.85  (meters)          (06/??/04) GPS OBS
 DG5765  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 DG5765
 DG5765  HORZ ORDER  -  SPECIAL (CORS)
 DG5765  ELLP ORDER  -  SPECIAL (CORS)
 DG5765
 DG5765.ITRF positions are available for this station.
 DG5765.The coordinates were established by GPS observations
 DG5765.and adjusted by the National Geodetic Survey in June 2004..
 DG5765.The coordinates are valid at the epoch date displayed above.
 DG5765.The epoch date for horizontal control is a decimal equivalence
 DG5765.of Year/Month/Day.
 DG5765
 DG5765
 DG5765.The PID for the CORS L1 Phase Center is DH5962.
 DG5765
 DG5765.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5765
 DG5765.The ellipsoidal height was determined by GPS observations
 DG5765.and is referenced to NAD 83.
 DG5765
 DG5765.The geoid height was determined by GEOID03.
 DG5765
 DG5765;                    North         East     Units Scale Factor Converg.
 DG5765;SPC TX C     - 3,068,110.790   886,280.301   MT  0.99996339   +0 59 49.8
 DG5765;SPC TX C     -10,065,960.15  2,907,737.95   sFT  0.99996339   +0 59 49.8
 DG5765
 DG5765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5765!SPC TX C     -   0.99994522  x   0.99996339  =   0.99990861
 DG5765
 DG5765                          SUPERSEDED SURVEY CONTROL
 DG5765
 DG5765.No superseded survey control is available for this station.
 DG5765
 DG5765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5797148464(NAD 83)
 DG5765_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5765
 DG5765                          STATION DESCRIPTION
 DG5765
 DG5765'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5765'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5765'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5765'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5765'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5765'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5962 ***********************************************************************
 DH5962  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5962  DESIGNATION -  JOHNSON CITY CORS L1 PHASE CENTER
 DH5962  CORS_ID     -  TXJC
 DH5962  PID         -  DH5962
 DH5962  STATE/COUNTY-  TX/BLANCO
 DH5962  USGS QUAD   -  JOHNSON CITY (1982)
 DH5962
 DH5962                         *CURRENT SURVEY CONTROL
 DH5962  ___________________________________________________________________
 DH5962* NAD 83(CORS)-  30 15 59.20285(N)    098 23 50.39583(W)     ADJUSTED  
 DH5962* NAVD 88     -                                                        
 DH5962  ___________________________________________________________________
 DH5962  EPOCH DATE  -        2002.00
 DH5962  X           -    -805,208.431 (meters)                     COMP
 DH5962  Y           -  -5,454,618.258 (meters)                     COMP
 DH5962  Z           -   3,196,094.704 (meters)                     COMP
 DH5962  ELLIP HEIGHT-         348.92  (meters)          (06/??/04) GPS OBS
 DH5962  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 DH5962
 DH5962  HORZ ORDER  -  SPECIAL (CORS)
 DH5962  ELLP ORDER  -  SPECIAL (CORS)
 DH5962
 DH5962.ITRF positions are available for this station.
 DH5962.The coordinates were established by GPS observations
 DH5962.and adjusted by the National Geodetic Survey in June 2004..
 DH5962.The coordinates are valid at the epoch date displayed above.
 DH5962.The epoch date for horizontal control is a decimal equivalence
 DH5962.of Year/Month/Day.
 DH5962
 DH5962
 DH5962.The PID for the CORS ARP is DG5765.
 DH5962
 DH5962.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5962
 DH5962.The ellipsoidal height was determined by GPS observations
 DH5962.and is referenced to NAD 83.
 DH5962
 DH5962.The geoid height was determined by GEOID03.
 DH5962
 DH5962;                    North         East     Units Scale Factor Converg.
 DH5962;SPC TX C     - 3,068,110.790   886,280.301   MT  0.99996339   +0 59 49.8
 DH5962;SPC TX C     -10,065,960.15  2,907,737.95   sFT  0.99996339   +0 59 49.8
 DH5962
 DH5962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5962!SPC TX C     -   0.99994521  x   0.99996339  =   0.99990860
 DH5962
 DH5962                          SUPERSEDED SURVEY CONTROL
 DH5962
 DH5962.No superseded survey control is available for this station.
 DH5962
 DH5962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5797148464(NAD 83)
 DH5962_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH5962
 DH5962                          STATION DESCRIPTION
 DH5962
 DH5962'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH5962'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5962'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5962'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5962'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5962'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0635 ***********************************************************************
 BN0635  DESIGNATION -  JOHNSON CITY MUNICIPAL TANK
 BN0635  PID         -  BN0635
 BN0635  STATE/COUNTY-  TX/BLANCO
 BN0635  USGS QUAD   -  JOHNSON CITY (1982)
 BN0635
 BN0635                         *CURRENT SURVEY CONTROL
 BN0635  ___________________________________________________________________
 BN0635* NAD 83(1993)-  30 16 28.65080(N)    098 24 31.22274(W)     ADJUSTED  
 BN0635* NAVD 88     -                                                        
 BN0635  ___________________________________________________________________
 BN0635  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 BN0635  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BN0635
 BN0635  HORZ ORDER  -  THIRD
 BN0635
 BN0635.The horizontal coordinates were established by classical geodetic methods
 BN0635.and adjusted by the National Geodetic Survey in February 1996..
 BN0635
 BN0635
 BN0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0635
 BN0635.The geoid height was determined by GEOID03.
 BN0635
 BN0635;                    North         East     Units Scale Factor Converg.
 BN0635;SPC TX C     - 3,068,998.494   885,173.520   MT  0.99996158   +0 59 28.7
 BN0635;SPC TX C     -10,068,872.56  2,904,106.79   sFT  0.99996158   +0 59 28.7
 BN0635;SPC TXSC     - 4,270,715.223   656,896.810   MT  0.99999750   +0 17 22.9
 BN0635;SPC TXSC     -14,011,504.86  2,155,168.95   sFT  0.99999750   +0 17 22.9
 BN0635;UTM  14      - 3,349,364.654   556,874.936   MT  0.99963991   +0 17 53.2
 BN0635
 BN0635                          SUPERSEDED SURVEY CONTROL
 BN0635
 BN0635  NAD 83(1986)-  30 16 28.66118(N)    098 24 31.20657(W) AD(       ) 4
 BN0635  NAD 27      -  30 16 27.92000(N)    098 24 30.11800(W) AD(       ) 3
 BN0635
 BN0635.Superseded values are not recommended for survey control.
 BN0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0635.See file dsdata.txt to determine how the superseded data were derived.
 BN0635
 BN0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5687549365(NAD 83)
 BN0635_MARKER: 53 = ELEVATED TANK
 BN0635
 BN0635  HISTORY     - Date     Condition        Report By
 BN0635  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0635
 BN0635                          STATION DESCRIPTION
 BN0635
 BN0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0635'THE TANK IS LOCATED 2 BLOCKS SOUTH OF U.S. HIGHWAY 290, AND ON
 BN0635'THE SOUTHEAST EDGE OF JOHNSON CITY.
 BN0635'
 BN0635'IT IS A STANDARD WATER TANK, SUPPORTED BY FOUR STEEL LEGS, 115
 BN0635'FEET HIGH, AND PAINTED SILVER.  THE POINT INTERSECTED WAS THE
 BN0635'BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0731 ***********************************************************************
 DQ0731  DESIGNATION -  JOHNSON MICROWAVE TOWER
 DQ0731  PID         -  DQ0731
 DQ0731  STATE/COUNTY-  TX/TERRY
 DQ0731  USGS QUAD   -  POOL (1979)
 DQ0731
 DQ0731                         *CURRENT SURVEY CONTROL
 DQ0731  ___________________________________________________________________
 DQ0731* NAD 83(1993)-  33 16 05.71300(N)    102 24 49.06930(W)     ADJUSTED  
 DQ0731* NAVD 88     -                                                        
 DQ0731  ___________________________________________________________________
 DQ0731  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 DQ0731  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 DQ0731
 DQ0731  HORZ ORDER  -  THIRD
 DQ0731
 DQ0731.The horizontal coordinates were established by classical geodetic methods
 DQ0731.and adjusted by the National Geodetic Survey in February 1996..
 DQ0731
 DQ0731
 DQ0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0731
 DQ0731.The geoid height was determined by GEOID03.
 DQ0731
 DQ0731;                    North         East     Units Scale Factor Converg.
 DQ0731;SPC TXNC     - 2,184,390.622   235,497.624   MT  0.99987974   -2 08 04.1
 DQ0731;SPC TXNC     - 7,166,621.57    772,628.45   sFT  0.99987974   -2 08 04.1
 DQ0731;UTM  13      - 3,684,010.143   740,906.922   MT  1.00031560   +1 25 10.1
 DQ0731
 DQ0731                          SUPERSEDED SURVEY CONTROL
 DQ0731
 DQ0731  NAD 83(1986)-  33 16 05.72097(N)    102 24 49.06194(W) AD(       ) 4
 DQ0731  NAD 27      -  33 16 05.38305(N)    102 24 47.35894(W) AD(       ) 3
 DQ0731
 DQ0731.Superseded values are not recommended for survey control.
 DQ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0731.See file dsdata.txt to determine how the superseded data were derived.
 DQ0731
 DQ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS4090784010(NAD 83)
 DQ0731_MARKER: 45 = MICROWAVE TOWER
 DQ0731
 DQ0731  HISTORY     - Date     Condition        Report By
 DQ0731  HISTORY     - 1968     FIRST OBSERVED   USGS
 DQ0731
 DQ0731                          STATION DESCRIPTION
 DQ0731
 DQ0731'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 DQ0731'STATION IS LOCATED 4 MILES NORTHEAST OF JOHNSON, TEXAS AND
 DQ0731'NEAR THE INTERSECTION OF FARM ROADS 2196 AND 303.  STATION IS
 DQ0731'275 FEET SOUTH OF CENTERLINE FARM ROAD 2196, AND 276 FEET WEST OF
 DQ0731'CENTERLINE FARM ROAD 303.  THIS IS A POKAHAMBRO RURAL
 DQ0731'TELEPHONE CO-OP TOWER.
 DQ0731'
 DQ0731'STATION MARK--A RED AND WHITE TRIANGULAR STEEL MICROWAVE TOWER
 DQ0731'ABOUT 250 FEET HIGH.  POINT SIGHTED WAS THE CENTERLINE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2926 ***********************************************************************
 CS2926  DESIGNATION -  JOHNSON RESET
 CS2926  PID         -  CS2926
 CS2926  STATE/COUNTY-  TX/TARRANT
 CS2926  USGS QUAD   -  KENNEDALE (1981)
 CS2926
 CS2926                         *CURRENT SURVEY CONTROL
 CS2926  ___________________________________________________________________
 CS2926* NAD 83(1993)-  32 41 04.44288(N)    097 07 56.00399(W)     ADJUSTED  
 CS2926* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 CS2926  ___________________________________________________________________
 CS2926  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 CS2926  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CS2926
 CS2926  HORZ ORDER  -  SECOND
 CS2926
 CS2926.The horizontal coordinates were established by classical geodetic methods
 CS2926.and adjusted by the National Geodetic Survey in February 1996..
 CS2926
 CS2926.The orthometric height was scaled from a topographic map.
 CS2926
 CS2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2926
 CS2926.The geoid height was determined by GEOID03.
 CS2926
 CS2926;                    North         East     Units Scale Factor Converg.
 CS2926;SPC TXNC     - 2,113,710.050   728,258.676   MT  0.99989302   +0 44 45.5
 CS2926;SPC TXNC     - 6,934,730.39  2,389,295.34   sFT  0.99989302   +0 44 45.5
 CS2926;UTM  14      - 3,617,860.593   675,111.151   MT  0.99997812   +1 00 32.0
 CS2926
 CS2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2926!SPC TXNC     -   0.99996630  x   0.99989302  =   0.99985932
 CS2926!UTM  14      -   0.99996630  x   0.99997812  =   0.99994442
 CS2926
 CS2926|---------------------------------------------------------------------|
 CS2926| PID    Reference Object                     Distance      Geod. Az  |
 CS2926|                                                           dddmmss.s |
 CS2926| CY1341 JOHNSON RM 1                         27.019 METERS 01239     |
 CS2926| CY1340 JOHNSON AZ MK                                      0241756.6 |
 CS2926| CY1344 JOHNSON RM 4                         21.465 METERS 20105     |
 CS2926| CY1342 JOHNSON RM 2                         25.780 METERS 21649     |
 CS2926| CY1345 JOHNSON RM 5                         31.820 METERS 27109     |
 CS2926| CY1343 JOHNSON RM 3                         28.650 METERS 28715     |
 CS2926| CS2928 DAL WORTHINGTON GARDENS TANK        APPROX. 2.2 KM 2941540.8 |
 CS2926|---------------------------------------------------------------------|
 CS2926
 CS2926                          SUPERSEDED SURVEY CONTROL
 CS2926
 CS2926  NAD 83(1986)-  32 41 04.44776(N)    097 07 55.98626(W) AD(       ) 2
 CS2926  NAD 27      -  32 41 03.96600(N)    097 07 54.95400(W) AD(       ) 2
 CS2926
 CS2926.Superseded values are not recommended for survey control.
 CS2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2926.See file dsdata.txt to determine how the superseded data were derived.
 CS2926
 CS2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7511117861(NAD 83)
 CS2926_MARKER: DH = HORIZONTAL CONTROL DISK
 CS2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2926_STAMPING: JOHNSON 1947 1984
 CS2926_MARK LOGO: NGS   
 CS2926_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS2926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2926+STABILITY: SURFACE MOTION
 CS2926
 CS2926  HISTORY     - Date     Condition        Report By
 CS2926  HISTORY     - 1984     MONUMENTED       NGS
 CS2926  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS2926
 CS2926                          STATION DESCRIPTION
 CS2926
 CS2926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 CS2926'THE SUB-SURFACE MARK AT THE STATION WAS ALL THAT WAS FOUND.  A NEW
 CS2926'STATION, AZIMUTH, REFERENCE 5 AND 6 MARKS WERE SET AT THIS TIME
 CS2926'REFERENCE MARK 5 WAS SET BEFORE INFORMATION WAS RECEIVED THAT A
 CS2926'REFERENCE MARK 5 HAD BEEN PREVIOUSLY SET.  THE OLD MARK IS DESTROYED.
 CS2926'THE STATION IS LOCATED IN SOUTH ARLINGTON, ALONG THE SOUTHEAST SIDE OF
 CS2926'STATE HIGHWAY 157, NEAR THE JUNCTION WITH ARBROOK STREET AND 0.96 KM
 CS2926'(0.60 MI) NORTH OF INTERSTATE HIGHWAY 20.  TO REACH THE STATION FROM
 CS2926'THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 157 IN THE
 CS2926'SOUTH EDGE OF ARLINGTON, GO NORTHERLY ON STATE HIGHWAY 157 FOR 0.96 KM
 CS2926'(0.60 MI) TO THE JUNCTION WITH ARBROOK STREET ON THE LEFT.  CONTINUE
 CS2926'NORTHEAST ON STATE HIGHWAY 157 FOR 100 METERS (328.1 FT) TO THE
 CS2926'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 CS2926'NORTHWEST ON STATE HIGHWAY 157 FOR 0.64 KM (0.40 MI) TO BLUE DANUBE
 CS2926'STREET ON THE LEFT AND THE STATION IN THE NORTHWEST ANGLE IN FRONT OF
 CS2926'A CAR WASH.  THE STATION MARK, STAMPED---JOHNSON 1947 1984---, IS A
 CS2926'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS A
 CS2926'FOOT ABOVE THE GROUND.  IT IS 12.65 METERS (41.50 FT) NORTHEAST OF A
 CS2926'TRAFFIC LIGHT POLE, 5.27 METERS (17.29 FT) EAST-SOUTHEAST OF THE
 CS2926'SOUTHEAST CURB OF THE HIGHWAY AND 0.61 METERS (2.00 FT) SOUTHWEST OF A
 CS2926'WITNESS POST.  REFERENCE MARK 5, STAMPED---JOHNSON NO 5 1984---, IS A
 CS2926'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 CS2926'GROUND.  IT IS 3.90 METERS (12.80 FT) SOUTHWEST OF AN OLD FENCE, 2.13
 CS2926'METERS (6.99 FT) EAST-SOUTHWEST OF THE CURB AND 0.73 METERS (2.40 FT)
 CS2926'NORTH OF THE TRAFFIC LIGHT POLE.  REFERENCE MARK 6, STAMPED---JOHNSON
 CS2926'NO 6 1984---, IS A STANDARD DISK SET IN THE SIDEWALK ON THE NORTHWEST
 CS2926'SIDE OF THE HIGHWAY.  IT IS 5.49 METERS (18.01 FT) NORTHEAST OF A
 CS2926'TEXACO SIGN, 4.66 METERS (15.29 FT) SOUTH OF A POWER POLE AND 1.77
 CS2926'METERS (5.81 FT) WEST-SOUTHWEST OF A CURB.  THE MARK WAS MEASURED WITH
 CS2926'AN EDMI DUE TO THE HEAVY TRAFFIC.  AZIMUTH MARK 2, STAMPED---JOHNSON
 CS2926'NO 2 1947 1984---, IS A STANDARD DISK SET IN TOP OF A ROUND CONCRETE
 CS2926'POST FLUSH WITH THE GROUND.  IT IS 5.12 METERS (16.80 FT)
 CS2926'WEST-NORTHWEST OF A CURB OF STATE HIGHWAY 157, 4.57 METERS (14.99 FT)
 CS2926'EAST-SOUTHEAST OF THE PAVED DRIVE OF THE CAR WASH, 0.64 METER (2.10
 CS2926'FT) NORTHEAST OF A POWER POLE AND 0.43 METER (1.41 FT) SOUTH OF A
 CS2926'WITNESS POST.  NOTE, REFERENCE MARK 5 MAY BE DESTROYED WHEN ARBROOK
 CS2926'STREET IS EXTENDED TO THE EAST.
 CS2926
 CS2926                          STATION RECOVERY (1997)
 CS2926
 CS2926'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2353 ***********************************************************************
 BY2353  DESIGNATION -  JOHNSON RM 2
 BY2353  PID         -  BY2353
 BY2353  STATE/COUNTY-  TX/ANDERSON
 BY2353  USGS QUAD   -  LONG LAKE (1964)
 BY2353
 BY2353                         *CURRENT SURVEY CONTROL
 BY2353  ___________________________________________________________________
 BY2353* NAD 83(1986)-  31 44 51.     (N)    095 46 48.     (W)     SCALED    
 BY2353* NAVD 88     -        89.973  (meters)     295.19   (feet)  ADJUSTED  
 BY2353  ___________________________________________________________________
 BY2353  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BY2353  DYNAMIC HT  -          89.864 (meters)     294.83  (feet)  COMP
 BY2353  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 BY2353
 BY2353  VERT ORDER  -  SECOND    CLASS 0
 BY2353
 BY2353.The horizontal coordinates were scaled from a topographic map and have
 BY2353.an estimated accuracy of +/- 6 seconds.
 BY2353
 BY2353.The orthometric height was determined by differential leveling
 BY2353.and adjusted by the National Geodetic Survey in June 1991..
 BY2353
 BY2353.The geoid height was determined by GEOID03.
 BY2353
 BY2353.The dynamic height is computed by dividing the NAVD 88
 BY2353.geopotential number by the normal gravity value computed on the
 BY2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2353.degrees latitude (g = 980.6199 gals.).
 BY2353
 BY2353.The modeled gravity was interpolated from observed gravity values.
 BY2353
 BY2353;                    North         East    Units  Estimated Accuracy
 BY2353;SPC TX C     - 3,239,510.    1,131,300.      MT  (+/- 180 meters Scaled)
 BY2353
 BY2353                          SUPERSEDED SURVEY CONTROL
 BY2353
 BY2353  NGVD 29 (??/??/92)   89.947  (m)          295.10   (f) ADJ UNCH    2 0
 BY2353
 BY2353.Superseded values are not recommended for survey control.
 BY2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2353.See file dsdata.txt to determine how the superseded data were derived.
 BY2353
 BY2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR366158(NAD 83)
 BY2353_MARKER: DR = REFERENCE MARK DISK
 BY2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2353_STAMPING: JOHNSON NO. 2 1935
 BY2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2353+STABILITY: SURFACE MOTION
 BY2353
 BY2353  HISTORY     - Date     Condition        Report By
 BY2353  HISTORY     - 1935     MONUMENTED       CGS
 BY2353  HISTORY     - 1947     GOOD             NGS
 BY2353
 BY2353                          STATION DESCRIPTION
 BY2353
 BY2353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY2353'5.3 MI NW FROM TUCKER.
 BY2353'ALONG A GRADED COUNTY ROAD LEADING TO TENNESSEE COLONY, 5.3 MILES
 BY2353'NORTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION SIGNBOARD TUCKER,
 BY2353'AT JOHNSONS STORE AND GAS STATION, 140 FEET SOUTHWEST OF THE CENTER OF
 BY2353'THE ROAD, 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 1
 BY2353'FOOT NORTHEAST OF A WIRE FENCE, A REFERENCE MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0138 ***********************************************************************
 AZ0138  DESIGNATION -  JOHNSTONE
 AZ0138  PID         -  AZ0138
 AZ0138  STATE/COUNTY-  TX/VAL VERDE
 AZ0138  USGS QUAD   -  DEL RIO NE (1972)
 AZ0138
 AZ0138                         *CURRENT SURVEY CONTROL
 AZ0138  ___________________________________________________________________
 AZ0138* NAD 83(1993)-  29 22 39.24360(N)    100 46 12.10045(W)     ADJUSTED  
 AZ0138* NAVD 88     -       330.882  (meters)    1085.57   (feet)  ADJUSTED  
 AZ0138  ___________________________________________________________________
 AZ0138  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AZ0138  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0138  DYNAMIC HT  -         330.397 (meters)    1083.98  (feet)  COMP
 AZ0138  MODELED GRAV-     979,170.3   (mgal)                       NAVD 88
 AZ0138
 AZ0138  HORZ ORDER  -  SECOND
 AZ0138  VERT ORDER  -  FIRST     CLASS II
 AZ0138
 AZ0138.The horizontal coordinates were established by classical geodetic methods
 AZ0138.and adjusted by the National Geodetic Survey in February 1996..
 AZ0138
 AZ0138.The orthometric height was determined by differential leveling
 AZ0138.and adjusted by the National Geodetic Survey in June 1991..
 AZ0138
 AZ0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0138
 AZ0138.The geoid height was determined by GEOID03.
 AZ0138
 AZ0138.The dynamic height is computed by dividing the NAVD 88
 AZ0138.geopotential number by the normal gravity value computed on the
 AZ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0138.degrees latitude (g = 980.6199 gals.).
 AZ0138
 AZ0138.The modeled gravity was interpolated from observed gravity values.
 AZ0138
 AZ0138;                    North         East     Units Scale Factor Converg.
 AZ0138;SPC TXSC     - 4,172,442.087   428,190.927   MT  0.99986352   -0 52 01.8
 AZ0138;SPC TXSC     -13,689,087.08  1,404,823.07   sFT  0.99986352   -0 52 01.8
 AZ0138;UTM  14      - 3,251,120.006   328,215.374   MT  0.99996414   -0 52 06.7
 AZ0138
 AZ0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0138!SPC TXSC     -   0.99995160  x   0.99986352  =   0.99981513
 AZ0138!UTM  14      -   0.99995160  x   0.99996414  =   0.99991574
 AZ0138
 AZ0138:                Primary Azimuth Mark                     Grid Az
 AZ0138:SPC TXSC     -  WINDMILL NE OF STA JOHNSTONE             034 13 42.7
 AZ0138:UTM  14      -  WINDMILL NE OF STA JOHNSTONE             034 13 47.6
 AZ0138
 AZ0138|---------------------------------------------------------------------|
 AZ0138| PID    Reference Object                     Distance      Geod. Az  |
 AZ0138|                                                           dddmmss.s |
 AZ0138| AZ0643 WINDMILL NE OF STA JOHNSTONE        APPROX. 0.8 KM 0332140.9 |
 AZ0138| AZ0140 E 31                                220.351 METERS 06808     |
 AZ0138| AZ0139 JOHNSTONE RM                          6.742 METERS 08843     |
 AZ0138| AZ0646 WINDMILL S OF STA JOHNSTONE         APPROX. 0.6 KM 1645710.6 |
 AZ0138|---------------------------------------------------------------------|
 AZ0138
 AZ0138                          SUPERSEDED SURVEY CONTROL
 AZ0138
 AZ0138  NAD 83(1986)-  29 22 39.23476(N)    100 46 12.08045(W) AD(       ) 2
 AZ0138  NAD 27      -  29 22 38.39800(N)    100 46 10.75500(W) AD(       ) 2
 AZ0138  NGVD 29 (??/??/92)  330.814  (m)         1085.35   (f) ADJ UNCH    1 2
 AZ0138
 AZ0138.Superseded values are not recommended for survey control.
 AZ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0138.See file dsdata.txt to determine how the superseded data were derived.
 AZ0138
 AZ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT2821551120(NAD 83)
 AZ0138_MARKER: DS = TRIANGULATION STATION DISK
 AZ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0138_STAMPING: JOHNSTONE 1918
 AZ0138_MARK LOGO: CGS   
 AZ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0138+STABILITY: SURFACE MOTION
 AZ0138
 AZ0138  HISTORY     - Date     Condition        Report By
 AZ0138  HISTORY     - 1918     MONUMENTED       CGS
 AZ0138  HISTORY     - 1919     GOOD             CGS
 AZ0138  HISTORY     - 1957     GOOD             NGS
 AZ0138  HISTORY     - 1965     GOOD             CGS
 AZ0138  HISTORY     - 1982     POOR             NGS
 AZ0138  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0138
 AZ0138                          STATION DESCRIPTION
 AZ0138
 AZ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 AZ0138'STATION IS ABOUT 8-1/2 MILES E OF DEL RIO, 12 METERS (39 FEET)
 AZ0138'S OF THE SOUTHERN PACIFIC TRACKS AT JOHNSTONE SIDING, 15
 AZ0138'METERS (49 FEET) E OF THE STATION BOARD, AND 3 METERS (10 FEET)
 AZ0138'N OF THE WIRE FENCE ON THE N SIDE OF THE MAIN ROAD.
 AZ0138'
 AZ0138'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AZ0138'
 AZ0138'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AZ0138'
 AZ0138'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AZ0138'6.742 METERS (22.12 FEET) FROM THE STATION, N 88 DEG 43 MIN E.
 AZ0138'PRECISE LEVEL B.M. E 31 IS 220.35 METERS (722.93 FEET)
 AZ0138'DISTANT N 68 DEG 08 MIN E.
 AZ0138'
 AZ0138'JOHNSTONE LATITUDE AND LONGITUDE STATION IS 6.573 METERS
 AZ0138'(21.58 FEET) W AND 2.722 METERS (8.93 FEET) S OF STATION.
 AZ0138'BEARING OF WINDMILL, DISTANT 1/4 MILE, IS N 33 DEG 22 MIN E.
 AZ0138'
 AZ0138'ELEVATION OF STATION, 326.91 METERS (1,072.5 FEET).
 AZ0138
 AZ0138                          STATION RECOVERY (1957)
 AZ0138
 AZ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 AZ0138'8.45 MI E FROM DEL RIO.
 AZ0138'8.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0138'STATION AT DEL RIO, 8 RAILS EAST OF THE STATION SIGN AT JOHNSTONE, 25
 AZ0138'FEET WEST OF THE FOURTH POLE WEST OF MILE POST 370, 38 FEET SOUTH OF
 AZ0138'THE SOUTH RAIL, 22.1 FEET WEST OF JOHNSTONE R.M., 9 FEET NORTH OF A
 AZ0138'FENCE LINE, 1.2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 AZ0138'BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST WHICH
 AZ0138'PROJECTS 0.2 FOOT.
 AZ0138
 AZ0138                          STATION RECOVERY (1965)
 AZ0138
 AZ0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWB)
 AZ0138'ABOUT 8.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0138'FROM THE STATION AT DEL RIO.  8 RAILS EAST OF THE STATION SIGN
 AZ0138'AT JOHNSTONE, 25 FEET WEST OF THE FOURTH POLE WEST OF MILE
 AZ0138'POST 370, 38 FEET SOUTH OF THE SOUTH RAIL, 22.1 FEET WEST
 AZ0138'OF JOHNSTONE R.M., 1 2 FEET EAST OF A WHITE WOODEN WITNESS
 AZ0138'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE
 AZ0138'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT.
 AZ0138
 AZ0138                          STATION RECOVERY (1982)
 AZ0138
 AZ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0138'MARK HAS BEEN HIT BY ROAD GRADER AND TILTED, NOT LEVELED TO 1982.
 AZ0138
 AZ0138                          STATION RECOVERY (1998)
 AZ0138
 AZ0138'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0139 ***********************************************************************
 AZ0139  DESIGNATION -  JOHNSTONE RM
 AZ0139  PID         -  AZ0139
 AZ0139  STATE/COUNTY-  TX/VAL VERDE
 AZ0139  USGS QUAD   -  DEL RIO NE (1972)
 AZ0139
 AZ0139                         *CURRENT SURVEY CONTROL
 AZ0139  ___________________________________________________________________
 AZ0139* NAD 83(1986)-  29 22 39.     (N)    100 46 11.     (W)     SCALED    
 AZ0139* NAVD 88     -       330.892  (meters)    1085.60   (feet)  ADJUSTED  
 AZ0139  ___________________________________________________________________
 AZ0139  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0139  DYNAMIC HT  -         330.408 (meters)    1084.01  (feet)  COMP
 AZ0139  MODELED GRAV-     979,170.2   (mgal)                       NAVD 88
 AZ0139
 AZ0139  VERT ORDER  -  FIRST     CLASS II
 AZ0139
 AZ0139.The horizontal coordinates were scaled from a topographic map and have
 AZ0139.an estimated accuracy of +/- 6 seconds.
 AZ0139
 AZ0139.The orthometric height was determined by differential leveling
 AZ0139.and adjusted by the National Geodetic Survey in June 1991..
 AZ0139
 AZ0139.The geoid height was determined by GEOID03.
 AZ0139
 AZ0139.The dynamic height is computed by dividing the NAVD 88
 AZ0139.geopotential number by the normal gravity value computed on the
 AZ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0139.degrees latitude (g = 980.6199 gals.).
 AZ0139
 AZ0139.The modeled gravity was interpolated from observed gravity values.
 AZ0139
 AZ0139;                    North         East    Units  Estimated Accuracy
 AZ0139;SPC TXSC     - 4,172,430.      428,220.      MT  (+/- 180 meters Scaled)
 AZ0139
 AZ0139                          SUPERSEDED SURVEY CONTROL
 AZ0139
 AZ0139  NGVD 29 (??/??/92)  330.825  (m)         1085.38   (f) ADJ UNCH    1 2
 AZ0139
 AZ0139.Superseded values are not recommended for survey control.
 AZ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0139.See file dsdata.txt to determine how the superseded data were derived.
 AZ0139
 AZ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT282511(NAD 83)
 AZ0139_MARKER: DR = REFERENCE MARK DISK
 AZ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0139_STAMPING: JOHNSTONE 1918
 AZ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0139+STABILITY: SURFACE MOTION
 AZ0139
 AZ0139  HISTORY     - Date     Condition        Report By
 AZ0139  HISTORY     - 1918     MONUMENTED       CGS
 AZ0139  HISTORY     - 1957     GOOD             NGS
 AZ0139  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0139
 AZ0139                          STATION DESCRIPTION
 AZ0139
 AZ0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0139'8.45 MI E FROM DEL RIO.
 AZ0139'ABOUT 8.45 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0139'THE STATION AT DEL RIO, 7 FEET SOUTHWEST OF THE FOURTH POLE WEST OF
 AZ0139'MILE POST 370, 46 FEET SOUTH OF THE SOUTH RAIL, 22.1 FEET EAST OF THE
 AZ0139'STATION MARK, 1 FOOT NORTH OF THE FENCE LINE, ABOUT 2 FEET BELOW THE
 AZ0139'TOP OF THE RAIL AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 AZ0139'FOOT.
 AZ0139
 AZ0139                          STATION RECOVERY (1982)
 AZ0139
 AZ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0139'SEARCHED FOR AND NOT RECOVERED, WAS PROBABLY KNOCKED OUT WHEN BLADED
 AZ0139'ROAD WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1367 ***********************************************************************
 DM1367  DESIGNATION -  JOHNTOWN
 DM1367  PID         -  DM1367
 DM1367  STATE/COUNTY-  TX/RED RIVER
 DM1367  USGS QUAD   -  BOGATA (1964)
 DM1367
 DM1367                         *CURRENT SURVEY CONTROL
 DM1367  ___________________________________________________________________
 DM1367* NAD 83(1993)-  33 24 41.55760(N)    095 09 36.66423(W)     ADJUSTED  
 DM1367* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 DM1367  ___________________________________________________________________
 DM1367  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 DM1367  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM1367
 DM1367  HORZ ORDER  -  THIRD
 DM1367
 DM1367.The horizontal coordinates were established by classical geodetic methods
 DM1367.and adjusted by the National Geodetic Survey in February 1996..
 DM1367
 DM1367.The orthometric height was scaled from a topographic map.
 DM1367
 DM1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1367
 DM1367.The geoid height was determined by GEOID03.
 DM1367
 DM1367;                    North         East     Units Scale Factor Converg.
 DM1367;SPC TXNC     - 2,198,428.109   910,573.643   MT  0.99989229   +1 49 17.5
 DM1367;SPC TXNC     - 7,212,676.22  2,987,440.36   sFT  0.99989229   +1 49 17.5
 DM1367;UTM  15      - 3,698,997.962   299,127.735   MT  1.00009749   -1 11 23.6
 DM1367
 DM1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1367!SPC TXNC     -   0.99998725  x   0.99989229  =   0.99987954
 DM1367!UTM  15      -   0.99998725  x   1.00009749  =   1.00008474
 DM1367
 DM1367|---------------------------------------------------------------------|
 DM1367| PID    Reference Object                     Distance      Geod. Az  |
 DM1367|                                                           dddmmss.s |
 DM1367| CY1347 JOHNTOWN RM 1                        26.246 METERS 13800     |
 DM1367| CY1346 JOHNTOWN AZ MK                                     3180609.0 |
 DM1367| CY1349 JOHNTOWN RM 3                        29.441 METERS 32051     |
 DM1367| CY1348 JOHNTOWN RM 2                        26.092 METERS 32053     |
 DM1367|---------------------------------------------------------------------|
 DM1367
 DM1367                          SUPERSEDED SURVEY CONTROL
 DM1367
 DM1367  NAD 83(1993)-  33 24 41.55862(N)    095 09 36.66246(W) AD(       ) 3
 DM1367  NAD 83(1986)-  33 24 41.56432(N)    095 09 36.65085(W) AD(       ) 3
 DM1367  NAD 27      -  33 24 41.16500(N)    095 09 35.85500(W) AD(       ) 3
 DM1367
 DM1367.Superseded values are not recommended for survey control.
 DM1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1367.See file dsdata.txt to determine how the superseded data were derived.
 DM1367
 DM1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS9912898998(NAD 83)
 DM1367_MARKER: DS = TRIANGULATION STATION DISK
 DM1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1367
 DM1367  HISTORY     - Date     Condition        Report By
 DM1367  HISTORY     - 1951     MONUMENTED       CGS
 DM1367  HISTORY     - 1956     GOOD             CGS
 DM1367  HISTORY     - 1961     GOOD             CGS
 DM1367  HISTORY     - 1964     SEE DESCRIPTION  USGS
 DM1367  HISTORY     - 1966     GOOD             CGS
 DM1367
 DM1367                          STATION DESCRIPTION
 DM1367
 DM1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1367'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF TALCO AND
 DM1367'1 MILE SOUTHEAST OF THE SMALL VILLAGE OF JOHNTOWN, ON THE
 DM1367'RIGHT-OF-WAY OF U.S. HIGHWAY 271.  IT IS 52 FEET NORTHEAST
 DM1367'OF THE CENTERLINE OF THE HIGHWAY, 10 FEET SOUTHWEST OF A
 DM1367'FENCELINE AND 9 FEET SOUTHWEST OF A WHITE WITNESS POST.
 DM1367'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DM1367'JOHNTOWN 1951.
 DM1367'
 DM1367'REFERENCE MARK NO. 1 IS 59 FEET NORTHEAST OF THE CENTERLINE OF
 DM1367'THE HIGHWAY, 77 FEET NORTHWEST OF A DRIVEWAY AND 1 FOOT SOUTHWEST
 DM1367'OF A FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 DM1367'DISK IS STAMPED JOHNTOWN NO 1 1951.
 DM1367'
 DM1367'REFERENCE MARK NO. 2 IS 50 FEET NORTHEAST OF THE CENTERLINE
 DM1367'OF THE HIGHWAY, 18 FEET SOUTH SOUTHWEST OF AN OAK TREE AND
 DM1367'11 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK PROJECTS
 DM1367'ABOUT 6 INCHES AND THE DISK IS STAMPED JOHNTOWN NO 2 1951.
 DM1367'
 DM1367'AZIMUTH MARK IS 54 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 DM1367'HIGHWAY 271, 6 FEET SOUTH OF A POWERLINE POLE AND 1.5 FEET
 DM1367'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 DM1367'INCHES AND THE DISK IS STAMPED JOHNTOWN 1951.
 DM1367'
 DM1367'TO REACH THE STATION FROM THE RAILROAD STATION IN THE SMALL
 DM1367'VILLAGE OF JOHNTOWN, GO SOUTHEAST ON U.S. HIGHWAY 271 FOR
 DM1367'0.7 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE
 DM1367'SOUTHEAST ON HIGHWAY FOR 0.2 MILE TO STATION ON LEFT AS DESCRIBED.
 DM1367'
 DM1367'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DM1367
 DM1367                          STATION RECOVERY (1956)
 DM1367
 DM1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JH)
 DM1367'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DM1367'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DM1367'TO STATION SITE ARE CORRECT.
 DM1367
 DM1367                          STATION RECOVERY (1961)
 DM1367
 DM1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 DM1367'THIS STATION, TWO REFERENCE MARKS AND THE AZIMUTH MARK WERE
 DM1367'ALL RECOVERED IN GOOD CONDITION AND FOUND TO BE OUT OF THE
 DM1367'HIGHWAY CONSTRUCTION AREA.
 DM1367
 DM1367                          STATION RECOVERY (1964)
 DM1367
 DM1367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DM1367'STATION HAS BEEN HIT BY A BULLDOZER OR SOME OTHER HEAVY
 DM1367'OBJECT.  ONE CORNER HAS BEEN KNOCKED OFF AND CAP PULLED OUT.
 DM1367'CAP HOLE IS INTACT AND STATION CAN STILL BE USED ACCURATELY.
 DM1367'R.M.S AND AZIMUTH MARK WERE NOT RECOVERED.
 DM1367
 DM1367                          STATION RECOVERY (1966)
 DM1367
 DM1367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 DM1367'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 DM1367'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 DM1367'FOUND TO BE DESTROYED.  ONE NEW REFERENCE MARK WAS SET.
 DM1367'
 DM1367'A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS ABOUT 5 MILES
 DM1367'NORTHWEST OF TALCO, 1 MILE SOUTHEAST OF JOHNTOWN, ALONG THE
 DM1367'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 271.
 DM1367'
 DM1367'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271
 DM1367'AND F.M. HIGHWAY 71 IN TALCO, GO NORTHWEST ON U.S. HIGHWAY
 DM1367'271 FOR 4.75 MILES TO STATION ON THE RIGHT.  CONTINUE ON
 DM1367'THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DM1367'
 DM1367'STATION MARK, A STANDARD DISK, STAMPED JOHNTOWN 1951, IS SET
 DM1367'IN 8 IN X 8 IN CONCRETE POST FLUSH WITH THE SURFACE OF THE
 DM1367'GROUND.  IT IS 53 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY,
 DM1367'163 FEET NORTHWEST OF A PRIVATE DRIVEWAY, 10 FEET SOUTHWEST
 DM1367'OF A METAL WITNESS POST, AND 30 FEET SOUTH-SOUTHEAST OF
 DM1367'THE WEST CORNER OF A GARDEN FENCE.  THE UNDERGROUND STATION
 DM1367'MARK WAS NOT INSPECTED.
 DM1367'
 DM1367'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED JOHNTOWN
 DM1367'NO 1 1951, IS SET IN AN 8 IN X 8 IN CONCRETE POST FLUSH WITH
 DM1367'THE SURFACE OF THE GROUND.  IT IS 59 FEET NORTHEAST OF THE
 DM1367'CENTER LINE OF HIGHWAY, 76 FEET NORTHWEST OF THE PRIVATE
 DM1367'DRIVE WAY, AND 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE.
 DM1367'
 DM1367'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED JOHNTOWN NO 3
 DM1367'1951 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 DM1367'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 DM1367'IT IS 50 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY, AND
 DM1367'90 FEET SOUTHEAST OF THE WEISINGERS PRIVATE DRIVEWAY.
 DM1367'
 DM1367'AZIMUTH MARK, A STANDARD DISK, STAMPED JOHNTOWN 1951, IS SET
 DM1367'IN AN 8 IN X 8 IN CONCRETE POST FLUSH WITH THE SURFACE OF
 DM1367'GROUND.  IT IS 54 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 DM1367'HIGHWAY 271, 87 FEET NORTHWEST OF THE CENTER OF A BLACK
 DM1367'TOP ROAD, 62 FEET SOUTHEAST OF THE CENTER OF A GRAVELED
 DM1367'ROAD, AND 6 FEET SOUTHEAST OF A POWER LINE POLE NO. 24/14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1991 ***********************************************************************
 AY1991  DESIGNATION -  JOINER
 AY1991  PID         -  AY1991
 AY1991  STATE/COUNTY-  TX/BANDERA
 AY1991  USGS QUAD   -  BANDERA (1982)
 AY1991
 AY1991                         *CURRENT SURVEY CONTROL
 AY1991  ___________________________________________________________________
 AY1991* NAD 83(1993)-  29 39 30.30895(N)    099 06 29.18850(W)     ADJUSTED  
 AY1991* NAVD 88     -       577.     (meters)    1893.     (feet)  SCALED    
 AY1991  ___________________________________________________________________
 AY1991  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AY1991  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AY1991
 AY1991  HORZ ORDER  -  FIRST
 AY1991
 AY1991.The horizontal coordinates were established by classical geodetic methods
 AY1991.and adjusted by the National Geodetic Survey in February 1996..
 AY1991
 AY1991.The orthometric height was scaled from a topographic map.
 AY1991
 AY1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1991
 AY1991.The geoid height was determined by GEOID03.
 AY1991
 AY1991;                    North         East     Units Scale Factor Converg.
 AY1991;SPC TXSC     - 4,202,273.488   589,534.799   MT  0.99987912   -0 03 10.7
 AY1991;SPC TXSC     -13,786,958.94  1,934,165.42   sFT  0.99987912   -0 03 10.7
 AY1991;UTM  14      - 3,280,941.292   489,537.716   MT  0.99960135   -0 03 12.6
 AY1991
 AY1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1991!SPC TXSC     -   0.99991304  x   0.99987912  =   0.99979217
 AY1991!UTM  14      -   0.99991304  x   0.99960135  =   0.99951443
 AY1991
 AY1991:                Primary Azimuth Mark                     Grid Az
 AY1991:SPC TXSC     -  STEVENS                                  008 07 17.3
 AY1991:UTM  14      -  STEVENS                                  008 07 19.2
 AY1991
 AY1991|---------------------------------------------------------------------|
 AY1991| PID    Reference Object                     Distance      Geod. Az  |
 AY1991|                                                           dddmmss.s |
 AY1991| AY1985 STEVENS                             APPROX.21.7 KM 0080406.6 |
 AY1991| CV5296 JOINER RM 1                          15.948 METERS 16532     |
 AY1991| CV5298 JOINER RM 3                          44.714 METERS 19430     |
 AY1991| CV5297 JOINER RM 2                          27.137 METERS 26320     |
 AY1991| AY1990 CHISELED CROSS 1935                   3.085 METERS 32014     |
 AY1991|---------------------------------------------------------------------|
 AY1991
 AY1991                          SUPERSEDED SURVEY CONTROL
 AY1991
 AY1991  NAD 83(1986)-  29 39 30.31270(N)    099 06 29.17378(W) AD(       ) 1
 AY1991  NAD 27      -  29 39 29.49700(N)    099 06 28.04900(W) AD(       ) 1
 AY1991
 AY1991.Superseded values are not recommended for survey control.
 AY1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1991.See file dsdata.txt to determine how the superseded data were derived.
 AY1991
 AY1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT8953880941(NAD 83)
 AY1991_MARKER: DS = TRIANGULATION STATION DISK
 AY1991_SETTING: 66 = SET IN ROCK OUTCROP
 AY1991_PROJECTION: FLUSH
 AY1991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1991+STABILITY: POSITION/ELEVATION WELL
 AY1991
 AY1991  HISTORY     - Date     Condition        Report By
 AY1991  HISTORY     - 1935     MONUMENTED       CGS
 AY1991  HISTORY     - 1935     GOOD             CGS
 AY1991  HISTORY     - 1937     GOOD             TXHD
 AY1991  HISTORY     - 1956     GOOD             CGS
 AY1991
 AY1991                          STATION DESCRIPTION
 AY1991
 AY1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AY1991'DESCRIPTION AND POSITION LISTED IN NGS QUAD 29099-1, STATION 1004.
 AY1991
 AY1991                          STATION RECOVERY (1937)
 AY1991
 AY1991'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AY1991'STATION, REFERENCE MARKS AND U.S.G.S. MARK WERE RECOVERED IN
 AY1991'GOOD CONDITION AND AS DESCRIBED.  STATION MARK IS 6 INCHES
 AY1991'BELOW GROUND LEVEL AND U.S.G.S. MARK, IS NOW MARKED WITH
 AY1991'A BRASS DISK 1-INCH IN DIAMETER WITH U.S.G.S. TRIANGULATION
 AY1991'INSCRIBED THEREON.  DESCRIPTION FOR REACHING STATION IS ADEQUATE.
 AY1991
 AY1991                          STATION RECOVERY (1956)
 AY1991
 AY1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1991'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AY1991'A COMPLETE NEW DESCRIPTION FOLLOWS.
 AY1991'
 AY1991'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF BANDERA,
 AY1991'1 MILE NORTHWEST OF THE JOSEPH S. MORRIS RANCH HOME (MR.
 AY1991'MORRIS IS THE NEW OWNER OF THE PROPERTY), ON A ROUND-TOPPED,
 AY1991'TIMBER AND BRUSH COVERED HILL.
 AY1991'
 AY1991'TO REACH THE STATION FROM THE POST OFFICE IN BANDERA, GO EAST
 AY1991'AND SOUTH ON FARM ROAD 689 FOR 6.1 MILES TO THE SECOND ONE
 AY1991'OF TWO SIDE ROADS ON THE RIGHT, TURN RIGHT AND GO WESTERLY
 AY1991'FOR 0.15 MILE TO A METAL GATE, PASS THROUGH THE GATE AND
 AY1991'CONTINUE FOR 0.35 MILE TO A RANCH HOME ON THE RIGHT, CONTINUE
 AY1991'SOUTHWEST ON TRACK ROAD FOR 0.4 MILE TO A FORK, TAKE THE
 AY1991'LEFT ROAD AND GO 0.15 MILE TO A FORK, TAKE THE RIGHT ROAD
 AY1991'AND GO 0.5 MILE TO A FORK AND A SMALL WHITE HOUSE, TAKE THE
 AY1991'RIGHT ROAD AND GO 1.2 MILES TO A FORK, TAKE THE LEFT ROAD
 AY1991'AND GO 0.25 MILE TO A GATE, PASS THROUGH THE GATE AND
 AY1991'CONTINUE FOR 0.3 MILE TO A HOUSE ON THE LEFT, CONTINUE
 AY1991'WESTERLY FOR 0.2 MILE TO A BOARD GATE ON THE LEFT, PASS
 AY1991'THROUGH THE GATE AND GO SOUTHERLY FOR 0.6 MILE TO THE TOP
 AY1991'OF THE SADDLE AND THE END OF TRUCK TRAVEL.  PACK
 AY1991'NORTHWEST FOR ABOUT 0.3 MILE TO TOP OF HILL AND THE
 AY1991'STATION.
 AY1991'
 AY1991'THE STATION MARK IS 6 INCHES BELOW THE GROUND, AND THE DISK
 AY1991'IS STAMPED JOINER 1935.
 AY1991'
 AY1991'REFERENCE MARK 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 AY1991'JOINER NO 1 1935.
 AY1991'
 AY1991'REFERENCE MARK 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 AY1991'JOINER NO 2 1935.
 AY1991'
 AY1991'REFERENCE MARK 3 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 AY1991'JOINER NO 3 1935.
 AY1991'
 AY1991'USGS TT IS A CROSS CHISELED IN BEDROCK WHICH IS FLUSH WITH THE
 AY1991'GROUND.  NO STAMPING WAS IN EVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0702 ***********************************************************************
 DO0702  DESIGNATION -  JOLLY
 DO0702  PID         -  DO0702
 DO0702  STATE/COUNTY-  TX/CLAY
 DO0702  USGS QUAD   -  DEAN (1972)
 DO0702
 DO0702                         *CURRENT SURVEY CONTROL
 DO0702  ___________________________________________________________________
 DO0702* NAD 83(1993)-  33 54 01.22448(N)    098 20 57.14187(W)     ADJUSTED  
 DO0702* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 DO0702  ___________________________________________________________________
 DO0702  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DO0702  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DO0702
 DO0702  HORZ ORDER  -  SECOND
 DO0702
 DO0702.The horizontal coordinates were established by classical geodetic methods
 DO0702.and adjusted by the National Geodetic Survey in February 1996..
 DO0702
 DO0702.The orthometric height was scaled from a topographic map.
 DO0702
 DO0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0702
 DO0702.The geoid height was determined by GEOID03.
 DO0702
 DO0702;                    North         East     Units Scale Factor Converg.
 DO0702;SPC TXNC     - 2,247,712.604   613,947.059   MT  0.99998217   +0 04 56.1
 DO0702;SPC TXNC     - 7,374,370.43  2,014,257.98   sFT  0.99998217   +0 04 56.1
 DO0702;UTM  14      - 3,751,296.578   560,169.996   MT  0.99964463   +0 21 46.8
 DO0702
 DO0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0702!SPC TXNC     -   0.99995483  x   0.99998217  =   0.99993700
 DO0702!UTM  14      -   0.99995483  x   0.99964463  =   0.99959948
 DO0702
 DO0702:                Primary Azimuth Mark                     Grid Az
 DO0702:SPC TXNC     -  JOLLY AZ MK                              001 20 13.6
 DO0702:UTM  14      -  JOLLY AZ MK                              001 03 22.9
 DO0702
 DO0702|---------------------------------------------------------------------|
 DO0702| PID    Reference Object                     Distance      Geod. Az  |
 DO0702|                                                           dddmmss.s |
 DO0702| CX8418 JOLLY AZ MK                                        0012509.7 |
 DO0702| DO0659 HENRIETTA COURTHOUSE                APPROX.17.0 KM 1232008.4 |
 DO0702| CX8419 JOLLY RM 1                           26.950 METERS 16631     |
 DO0702| DO0703 1034                                 56.754 METERS 23050     |
 DO0702| DO0796 WICHITA FALLS ST HOSP WATER TK      APPROX.17.4 KM 2490749.6 |
 DO0702| DO0787 WICHITA FALLS SW MUN TANK           APPROX.17.4 KM 2613105.1 |
 DO0702| DO0711 WICHITA FALLS JACKSON RAD MAST      APPROX. 9.6 KM 2684509.8 |
 DO0702| DO0712 WICHITA FALLS N TEX COMP CO TK      APPROX.10.7 KM 2710330.1 |
 DO0702| DO0786 WICHITA FALLS NW MUN TANK           APPROX.16.8 KM 2721157.8 |
 DO0702| DO0785 WICHITA FALLS NE MUN TANK           APPROX.14.7 KM 2732751.1 |
 DO0702| CX8420 JOLLY RM 2                           34.253 METERS 29117     |
 DO0702|---------------------------------------------------------------------|
 DO0702
 DO0702                          SUPERSEDED SURVEY CONTROL
 DO0702
 DO0702  NAD 83(1993)-  33 54 01.22460(N)    098 20 57.14146(W) AD(       ) 2
 DO0702  NAD 83(1986)-  33 54 01.22761(N)    098 20 57.12874(W) AD(       ) 2
 DO0702  NAD 27      -  33 54 00.87640(N)    098 20 55.95073(W) AD(       ) 2
 DO0702
 DO0702.Superseded values are not recommended for survey control.
 DO0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0702.See file dsdata.txt to determine how the superseded data were derived.
 DO0702
 DO0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6017051297(NAD 83)
 DO0702_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DO0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0702_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0702
 DO0702  HISTORY     - Date     Condition        Report By
 DO0702  HISTORY     - 1965     MONUMENTED       CGS
 DO0702
 DO0702                          STATION DESCRIPTION
 DO0702
 DO0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0702'THE STATION IS LOCATED 10-1/2 MILES NORTHWEST OF
 DO0702'HENRIETTA, 10-1/2 MILES SOUTHWEST OF PETROLIA AND 8
 DO0702'MILES WEST OF THE APPROXIMATE CENTER OF WICHITA FALLS,
 DO0702'NEAR THE HIGHEST POINT OF A LOW HILL ON PROPERTY OWNED
 DO0702'BY R.J. JOHNSON.
 DO0702'
 DO0702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 DO0702'82-287 AND STATE HIGHWAY 79 IN THE EAST EDGE OF WICHITA FALLS,
 DO0702'GO SOUTHEAST ON U.S. HIGHWAY 82-287 FOR 6.5 MILES TO
 DO0702'THE JUNCTION OF FARM ROAD 2393.  GO NORTH ON FARM
 DO0702'ROAD 2393 FOR 2.2 MILES TO R.J. JOHNSONS DRIVEWAY ON
 DO0702'THE LEFT.  TURN LEFT AND GO WEST FOR 0.1 MILE TO
 DO0702'MR. JOHNSONS HOUSE AND THE STATION.
 DO0702'
 DO0702'THE STATION MARK IS A STANDARD DISK, STAMPED JOLLY 1965,
 DO0702'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DO0702'THAT IS FLUSH WITH THE GROUND.  IT IS 179.0 FEET NORTHWEST
 DO0702'OF THE NORTHWEST CORNER OF THE HOUSE, 106.8 FEET
 DO0702'EAST-SOUTHEAST OF A CONCRETE, ROCK AND PIPE CATTLE
 DO0702'LOADING CHUTE AND 83.0 FEET NORTH OF THE NORTH WALL
 DO0702'OF THE NORTHERLY MOST GARAGE.
 DO0702'
 DO0702'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JOLLY NO 1 1965,
 DO0702'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0702'DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT
 DO0702'IS 95.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 DO0702'32.0 FEET EAST OF THE NORTHEAST CORNER OF THE NORTHERLY
 DO0702'MOST GARAGE, 1.0 FEET NORTH OF AN EAST-WEST FENCE AND
 DO0702'AT ABOUT THE SAME ELEVATION AS THE STATION.
 DO0702'
 DO0702'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JOLLY NO 2 1965,
 DO0702'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0702'DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 DO0702'1.5 FEET SOUTH OF THE SOUTH WALL OF THE LOADING CHUTE
 DO0702'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 DO0702'
 DO0702'THE U.S. GEOLOGICAL SURVEY MARK IS A BENCH MARK DISK,
 DO0702'STAMPED 1034, RIVETED TO THE TOP OF A 3 INCH IRON PIPE
 DO0702'THAT PROJECTS 1.0 FEET ABOVE THE GROUND.  IT IS 39.1 FEET
 DO0702'SOUTH OF AN EAST-WEST FENCE, 25.0 FEET WEST-NORTHWEST
 DO0702'OF THE NORTHWEST LEG OF A WOODEN WATER TANK, 17.8 FEET
 DO0702'WEST OF A NORTH-SOUTH FENCE, IN A SMALL GARDEN.  IT IS
 DO0702'AT ABOUT THE SAME ELEVATION AS THE STATION.
 DO0702'
 DO0702'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JOLLY 1965,
 DO0702'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0702'DIAMETER, THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS
 DO0702'9 FEET EAST OF THE CENTER OF THE CATTLE GUARD, 1.7
 DO0702'FEET SOUTH OF AN EAST-WEST FENCE AND 2.0 FEET WEST
 DO0702'OF A WITNESS POST.
 DO0702'
 DO0702'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0672 ***********************************************************************
 EN0672  DESIGNATION -  JONAH
 EN0672  PID         -  EN0672
 EN0672  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0672  USGS QUAD   -  ROLLA SW (1964)
 EN0672
 EN0672                         *CURRENT SURVEY CONTROL
 EN0672  ___________________________________________________________________
 EN0672* NAD 83(1993)-  34 49 14.19849(N)    100 29 48.20409(W)     ADJUSTED  
 EN0672* NAVD 88     -       715.     (meters)    2346.     (feet)  SCALED    
 EN0672  ___________________________________________________________________
 EN0672  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 EN0672  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EN0672
 EN0672  HORZ ORDER  -  SECOND
 EN0672
 EN0672.The horizontal coordinates were established by classical geodetic methods
 EN0672.and adjusted by the National Geodetic Survey in February 1996..
 EN0672
 EN0672.The orthometric height was scaled from a topographic map.
 EN0672
 EN0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0672
 EN0672.The geoid height was determined by GEOID03.
 EN0672
 EN0672;                    North         East     Units Scale Factor Converg.
 EN0672;SPC TX N     - 1,091,502.512   291,781.918   MT  0.99996483   +0 34 53.2
 EN0672;SPC TX N     - 3,581,037.82    957,287.84   sFT  0.99996483   +0 34 53.2
 EN0672;UTM  14      - 3,854,170.787   363,118.653   MT  0.99983093   -0 51 17.2
 EN0672
 EN0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0672!SPC TX N     -   0.99989202  x   0.99996483  =   0.99985685
 EN0672!UTM  14      -   0.99989202  x   0.99983093  =   0.99972297
 EN0672
 EN0672|---------------------------------------------------------------------|
 EN0672| PID    Reference Object                     Distance      Geod. Az  |
 EN0672|                                                           dddmmss.s |
 EN0672| CX8422 JONAH RM 1                           15.224 METERS 06758     |
 EN0672| CX8421 JONAH AZ MK                                        1564646.2 |
 EN0672| CX8423 JONAH RM 2                           19.301 METERS 17419     |
 EN0672| EN0764 MEMPHIS COMPRESS TANK               APPROX.10.6 KM 2014602.0 |
 EN0672| EN0765 MEMPHIS VUMORE TV MST               APPROX.11.9 KM 2115615.0 |
 EN0672| EN0753 MEMPHIS CAP ROCK TRANS SYS MST      APPROX.10.0 KM 2600305.3 |
 EN0672|---------------------------------------------------------------------|
 EN0672
 EN0672                          SUPERSEDED SURVEY CONTROL
 EN0672
 EN0672  NAD 83(1993)-  34 49 14.19962(N)    100 29 48.20226(W) AD(       ) 2
 EN0672  NAD 83(1986)-  34 49 14.20382(N)    100 29 48.19633(W) AD(       ) 2
 EN0672  NAD 27      -  34 49 14.02003(N)    100 29 46.75062(W) AD(       ) 2
 EN0672
 EN0672.Superseded values are not recommended for survey control.
 EN0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0672.See file dsdata.txt to determine how the superseded data were derived.
 EN0672
 EN0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD6311954171(NAD 83)
 EN0672_MARKER: DS = TRIANGULATION STATION DISK
 EN0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0672
 EN0672  HISTORY     - Date     Condition        Report By
 EN0672  HISTORY     - 1964     MONUMENTED       CGS
 EN0672
 EN0672                          STATION DESCRIPTION
 EN0672
 EN0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0672'THE STATION IS LOCATED ABOUT 10 MILES EAST SOUTHEAST OF HEDLEY, 7
 EN0672'MILES NORTH NORTHEAST OF MEMPHIS, 5 MILES EAST OF U.S. HIGHWAY 287
 EN0672'AND ON A HIGH GRASSY RIDGE ON PROPERTY OWNED BY MR. PAUL MONTGOMERY
 EN0672'WHO LIVES ABOUT 1/4 MILE NORTHEAST OF THE STATION.
 EN0672'
 EN0672'TO REACH THE STATION FROM THE JUNCTION OF U.S. 287 AND FARM ROAD 2166
 EN0672'IN MEMPHIS, GO NORTHERLY ON HIGHWAY 2166 FOR 2.15 MILES TO THE END
 EN0672'OF THE PAVEMENT.  CONTINUE AHEAD ON THE MAIN TRAVELED ROAD FOR 1.85
 EN0672'MILES TO A T-ROAD.  TURN RIGHT AND GO EAST AND NORTHEAST ON THE
 EN0672'MAIN ROAD FOR 3.65 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EN0672'AHEAD FOR 0.3 MILE TO WHERE THE MAIN ROAD TURNS RIGHT AND A BLADED
 EN0672'ROAD GOES STRAIGHT AHEAD.  TAKE THE BLADED ROAD FOR 0.25 MILE TO
 EN0672'A GATE ON THE LEFT JUST BEFORE REACHING A HOUSE AND GARAGE.  TURN
 EN0672'LEFT THROUGH THE GATE AND FOLLOW A TRACK ROAD SOUTHWEST FOR
 EN0672'0.2 MILE TO THE HIGHEST PART OF THE RIDGE AND THE STATION.
 EN0672'
 EN0672'THE STATION MARK IS A STANDARD DISK, STAMPED JONAH 1964, SET IN THE
 EN0672'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0672'PROJECTS 2 INCHES.  IT IS ON THE HIGHEST POINT OF THE HILL, 70 FEET
 EN0672'SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD.
 EN0672'
 EN0672'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JONAH NO 1 1964, SET IN
 EN0672'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0672'PROJECTS 7 INCHES.  IT IS 91 FEET SOUTHEAST OF THE CENTERLINE OF
 EN0672'THE TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 EN0672'
 EN0672'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JONAH NO 2 1964, SET IN
 EN0672'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0672'PROJECTS 2 INCHES.  IT IS ON THE SOUTH SLOPE OF THE HILL AND ABOUT
 EN0672'1 FOOT LOWER IN ELEVATION THAN THE STATION.
 EN0672'
 EN0672'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JONAH 1964, SET IN THE
 EN0672'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 EN0672'PROJECTS 3 INCHES.  IT IS 81 FEET WEST OF THE CENTERLINE OF THE
 EN0672'BLADED ROAD, 2.3 FEET NORTH NORTHWEST OF A METAL WITNESS POST AND
 EN0672'0.8 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0052 ***********************************************************************
 AM0052  HT_MOD      -  This is a Height Modernization Survey Station.
 AM0052  DESIGNATION -  JONES
 AM0052  PID         -  AM0052
 AM0052  STATE/COUNTY-  TX/BRAZORIA
 AM0052  USGS QUAD   -  JONES CREEK (1974)
 AM0052
 AM0052                         *CURRENT SURVEY CONTROL
 AM0052  ___________________________________________________________________
 AM0052* NAD 83(1993)-  28 58 09.31252(N)    095 25 10.06750(W)     ADJUSTED  
 AM0052* NAVD 88     -         2.01   (meters)       6.6    (feet)  GPS OBS   
 AM0052  ___________________________________________________________________
 AM0052  X           -    -527,433.461 (meters)                     COMP
 AM0052  Y           -  -5,559,505.295 (meters)                     COMP
 AM0052  Z           -   3,070,908.414 (meters)                     COMP
 AM0052  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AM0052  ELLIP HEIGHT-         -24.38  (meters)          (12/03/01) GPS OBS
 AM0052  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AM0052
 AM0052  HORZ ORDER  -  FIRST
 AM0052  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0052  ELLP ORDER  -  FOURTH    CLASS II
 AM0052
 AM0052.The horizontal coordinates were established by GPS observations
 AM0052.and adjusted by the National Geodetic Survey in December 2001..
 AM0052
 AM0052.The orthometric height was determined by GPS observations and a
 AM0052.high-resolution geoid model using precise GPS observation and
 AM0052.processing techniques.
 AM0052.The vertical order pertains to the NGVD 29 superseded value.
 AM0052
 AM0052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AM0052
 AM0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0052
 AM0052.The ellipsoidal height was determined by GPS observations
 AM0052.and is referenced to NAD 83.
 AM0052
 AM0052.The geoid height was determined by GEOID03.
 AM0052
 AM0052;                    North         East     Units Scale Factor Converg.
 AM0052;SPC TXSC     - 4,131,232.042   948,891.615   MT  0.99988347   +1 45 14.9
 AM0052;SPC TXSC     -13,553,883.79  3,113,155.24   sFT  0.99988347   +1 45 14.9
 AM0052;UTM  15      - 3,206,991.061   264,237.281   MT  1.00028597   -1 10 20.6
 AM0052
 AM0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0052!SPC TXSC     -   1.00000383  x   0.99988347  =   0.99988730
 AM0052!UTM  15      -   1.00000383  x   1.00028597  =   1.00028980
 AM0052
 AM0052:                Primary Azimuth Mark                     Grid Az
 AM0052:SPC TXSC     -  JONES AZ MK                              028 59 43.7
 AM0052:UTM  15      -  JONES AZ MK                              031 55 19.2
 AM0052
 AM0052|---------------------------------------------------------------------|
 AM0052| PID    Reference Object                     Distance      Geod. Az  |
 AM0052|                                                           dddmmss.s |
 AM0052| CV7313 JONES AZ MK                                        0304458.6 |
 AM0052| AM0413 VELASCO MUNICIPAL TANK              APPROX. 5.1 KM 0882359.2 |
 AM0052| AM0080 JONES RM 1                           43.916 METERS 08848     |
 AM0052| AM0425 BRAZOS RIVER LIGHTHOUSE             APPROX.11.1 KM 1035215.9 |
 AM0052| AM0430 E FREEPORT STAFFORD CHEM CO TK      APPROX. 8.4 KM 1053450.3 |
 AM0052| AM0414 FREEPORT MUNICIPAL TANK             APPROX. 7.4 KM 1054947.0 |
 AM0052| AM0415 FREEPORT MUNICIPAL TANK             APPROX. 6.7 KM 1064800.8 |
 AM0052| AM0053 JONES RM 3                           27.926 METERS 24206     |
 AM0052| AW6861 BRAZORIA OLD CTHSE STEEPLE          APPROX.16.7 KM 3040211.3 |
 AM0052| AM0081 JONES RM 2                          150.605 METERS 32518     |
 AM0052| AW6836 ANGLETON MUNICIPAL TANK             APPROX.21.7 KM 3560946.5 |
 AM0052|---------------------------------------------------------------------|
 AM0052
 AM0052                          SUPERSEDED SURVEY CONTROL
 AM0052
 AM0052  NAD 83(1993)-  28 58 09.31503(N)    095 25 10.06490(W) AD(       ) 1
 AM0052  ELLIP H (02/16/96)  -24.42   (m)                       GP(       ) 5 1
 AM0052  NAD 83(1986)-  28 58 09.32511(N)    095 25 10.04297(W) AD(       ) 1
 AM0052  NAD 27      -  28 58 08.43400(N)    095 25 09.25300(W) AD(       ) 1
 AM0052  NGVD 29 (??/??/92)    2.194  (m)            7.20   (f) ADJ UNCH    1 1
 AM0052
 AM0052.Superseded values are not recommended for survey control.
 AM0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0052.See file dsdata.txt to determine how the superseded data were derived.
 AM0052
 AM0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6423706991(NAD 83)
 AM0052_MARKER: DS = TRIANGULATION STATION DISK
 AM0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0052_SP_SET: CONCRETE POST
 AM0052_STAMPING: JONES 1931
 AM0052_MARK LOGO: CGS   
 AM0052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AM0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0052+STABILITY: SURFACE MOTION
 AM0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0052+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 AM0052
 AM0052  HISTORY     - Date     Condition        Report By
 AM0052  HISTORY     - 1931     MONUMENTED       CGS
 AM0052  HISTORY     - 1934     GOOD             CGS
 AM0052  HISTORY     - 1937     GOOD             TXHD
 AM0052  HISTORY     - 1942     GOOD             CGS
 AM0052  HISTORY     - 1943     GOOD             NGS
 AM0052  HISTORY     - 1954     GOOD             CGS
 AM0052  HISTORY     - 1960     GOOD             CGS
 AM0052  HISTORY     - 1963     GOOD             CGS
 AM0052  HISTORY     - 1963     GOOD             NGS
 AM0052  HISTORY     - 1978     GOOD             NGS
 AM0052  HISTORY     - 1987     GOOD             USPSQD
 AM0052  HISTORY     - 19921125 GOOD             NOS
 AM0052  HISTORY     - 20060827 GOOD             INDIV
 AM0052
 AM0052                          STATION DESCRIPTION
 AM0052
 AM0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AM0052'ABOUT 4 MILES NW OF FREEPORT, ON N SIDE OF SHELL ROAD, ROUTE
 AM0052'36, FROM FREEPORT TO BRAZORIA.  A NEW ROAD WAS UNDER CONSTRUCTION
 AM0052'IN 1931.  STATION IS ABOUT 3/4 MILE E OF JONES CREEK BRIDGE,
 AM0052'57 FEET N OF CENTER OF LONE OAK TREE STANDING N OF ROAD ABOUT
 AM0052'100 YARDS E OF STORE AND GAS STATION, 99 FEET N OF CENTER
 AM0052'LINE OF SHELL ROAD, AND 0.45 FOOT S OF FENCE LINE.
 AM0052'
 AM0052'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 AM0052'DISKS SET IN CONCRETE.
 AM0052'
 AM0052'SURFACE MARK PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 AM0052'
 AM0052'REFERENCE MARK NO. 1 PROJECTS ABOUT 8 INCHES ABOVE GROUND,
 AM0052'IS 174.8 FEET NE OF OAK TREE, 139 FEET N OF CENTER LINE OF
 AM0052'SHELL ROAD, 1.3 FEET S OF FENCE LINE, AND 144.16 FEET FROM
 AM0052'STATION, N 88 DEG 45 MIN E.
 AM0052'
 AM0052'REFERENCE MARK NO. 2 PROJECTS ABOUT 12 INCHES ABOVE GROUND,
 AM0052'1.45 FEET S OF PICKET FENCE AROUND HOUSE OF MRS. J.B. PETZOLD,
 AM0052'82.4 FEET W OF SE CORNER OF FENCE, 42.2 FEET SW OF SW CORNER
 AM0052'OF HOUSE, 8.0 FEET NE OF CENTER OF 2 1/2-INCH OAK TREE, AND
 AM0052'APPROXIMATELY 450 FEET FROM STATION, N 34 DEG 42 MIN W.
 AM0052'BEARING FROM STATION OF FREEPORT MUNICIPAL
 AM0052'TANK, DISTANT APPROXIMATELY 5 MILES IS S 74 DEG 10 MIN E.
 AM0052
 AM0052                          STATION RECOVERY (1934)
 AM0052
 AM0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AM0052'RECOVERED.  STATION MARK AND REFERENCE MARKS WERE ALL FOUND AND IN
 AM0052'GOOD CONDITION.
 AM0052
 AM0052                          STATION RECOVERY (1937)
 AM0052
 AM0052'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AM0052'STATION RECOVERED IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO
 AM0052'RECOVERED REFERENCE MARKERS.  THE DESCRIPTION AS GIVEN FOR
 AM0052'LOCATING THE STATION IS CORRECT, EXCEPT THE WORDS SHELL ROAD
 AM0052'SHOULD NOW READ CONCRETE ROAD.
 AM0052
 AM0052                          STATION RECOVERY (1942)
 AM0052
 AM0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EHS)
 AM0052'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 AM0052'CONDITION.
 AM0052'
 AM0052'STATION IS ABOUT 0.6 MILE E OF EASTERLY ONE OF TWO HIGHWAY
 AM0052'BRIDGES OVER JONES CREEK, ABOUT 0.1 MILE SE OF ROADSIDE PARK
 AM0052'ON THE NE SIDE OF THE HIGHWAY AND ON LAND OWNED BY MRS. J.B.
 AM0052'PETZOLD IN 1942.  IT IS ABOUT 325.0 FEET E OF STORE AND FILLING
 AM0052'STATION ON THE SW SIDE OF THE HIGHWAY, ABOUT 149.0 FEET N
 AM0052'OF THE CENTER LINE OF THE PAVEMENT AT THE INTERSECTION OF
 AM0052'ROAD LEADING SOUTHWESTERLY TO RANCH, 60.9 FEET N OF POWER
 AM0052'POLE WITH GUY WIRE, 57.4 FEET NE OF LONE LIVE OAK TREE, 60.3
 AM0052'FEET N OF RIGHT-OF-WAY FENCE, 14.3 FEET W OF N-S FENCE AND
 AM0052'3.0 FEET W OF A 4- BY 4-INCH WOODEN MARKER POST.  THE
 AM0052'STATION MARK IS STAMPED JONES 1931 AND PROJECTS
 AM0052'ABOUT 0.5 FOOT.
 AM0052'
 AM0052'REFERENCE MARK NO. 1 IS STAMPED JONES NO. 1 1931.
 AM0052'IT IS ABOUT 179.0 FEET N OF THE CENTER LINE OF THE PAVEMENT,
 AM0052'133.0 FEET E OF N-S FENCE, 144.2 FEET E OF THE STATION AND
 AM0052'89.0 FEET N OF RIGHT-OF-WAY FENCE.  THE REFERENCE MARK PROJECTS
 AM0052'0.7 FOOT.
 AM0052'
 AM0052'REFERENCE MARK NO. 2 IS STAMPED JONES NO. 2 1931.
 AM0052'IT IS ABOUT 450.0 FEET NW OF THE STATION, 42.3 FEET SW OF THE
 AM0052'SW CORNER OF HOUSE OCCUPIED BY MRS. J.B. PETZOLD IN 1942,
 AM0052'8.0 FEET NE OF LARGE LIVE OAK TREE IN THE NW CORNER OF PASTURE
 AM0052'AND 1.5 FEET S OF PICKET FENCE AROUND YARD.  THE MONUMENT
 AM0052'PROJECTS 0.9 FOOT.
 AM0052'
 AM0052'STATION IS REACHED FROM THE FREEPORT CITY WATER TANK.  PROCEED
 AM0052'4.5 MILES NORTHWESTERLY ALONG STATE HIGHWAY 36 TO THE SITE OF
 AM0052'THE STATION.
 AM0052
 AM0052                          STATION RECOVERY (1943)
 AM0052
 AM0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AM0052'4.5 MI NW FROM FREEPORT.
 AM0052'TO REACH FROM THE CITY WATER TANK AT FREEPORT-- PROCEED NORTHWESTERLY
 AM0052'4.5 MILES ALONG STATE HIGHWAY NO. 36 TO SITE OF STATION.  STATION IS
 AM0052'ABOUT 2.5 MILES NORTHWEST OF THE HIGHWAY DRAW-BRIDGE OVER THE BRAZOS
 AM0052'RIVER, ABOUT 0.1 MILE SOUTHEAST OF A TEXAS HIGHWAY ROADSIDE PARK,
 AM0052'ABOUT 325.0 FEET EAST OF A STORE AND FILLING STATION ON SOUTHWEST SIDE
 AM0052'OF HIGHWAY, 149.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT
 AM0052'INTERSECTION OF A LANE LEADING SOUTHERLY, 60.9 FEET NORTH OF A POWER
 AM0052'POLE WITH GUY WIRE AT A T JUNCTION OF POWER LINE, 60.3 FEET NORTH OF
 AM0052'RIGHT-OF-WAY FENCE AND 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER
 AM0052'POST.  A TRIANGULATION-STATION DISK SET IN CONCRETE POST PROJECTING
 AM0052'ABOUT 0.5 FOOT.
 AM0052
 AM0052                          STATION RECOVERY (1954)
 AM0052
 AM0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AM0052'THE STATION WAS RECOVERED AS DESCRIBED BY F.L.G. IN 1931 AND
 AM0052'THE STATION MARK AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 AM0052'CONDITION.  AN AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE
 AM0052'SET BY THIS PARTY.
 AM0052'
 AM0052'A COMPLETE DESCRIPTION FOLLOWS--
 AM0052'
 AM0052'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF FREEPORT,
 AM0052'3.5 MILES SOUTH OF CLUTE, 3 MILES WEST OF VELASCO, AND ON
 AM0052'PROPERTY OWNED BY MR. L.E. CURBELLO, WHO RESIDES AT THE
 AM0052'STATION SITE.
 AM0052'
 AM0052'REACHED FROM THE WEST END OF THE BRAZOS RIVER BRIDGE ON
 AM0052'STATE HIGHWAY 36 IN FREEPORT BY GOING WESTERLY ON HIGHWAY 36
 AM0052'FOR 2.2 MILES TO HAGERMAN ROAD ON THE RIGHT*.  CONTINUE
 AM0052'STRAIGHT AHEAD FOR 0.3 MILE TO THE GULF PARK ROAD ON THE LEFT
 AM0052'AND THE STATION ON THE RIGHT.
 AM0052'
 AM0052'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON
 AM0052'HAGERMAN ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AM0052'
 AM0052'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0052'IS 149 FEET NORTH OF THE CENTERLINE OF HIGHWAY 36, 62 FEET
 AM0052'NORTHWEST OF A FENCE CORNER POST, 12 FEET WEST OF A FENCE,
 AM0052'AND 2 FEET NORTH OF A WITNESS POST.  THE DISK IS STAMPED
 AM0052'JONES 1931, AND THE MARK PROJECTS 4 INCHES.
 AM0052'
 AM0052'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 AM0052'MONUMENT, IS 145 FEET NORTHEAST OF THE FENCE CORNER POST AND
 AM0052'89 FEET NORTH OF A RIGHT-OF-WAY FENCE.  THE DISK IS STAMPED
 AM0052'JONES NO 1 1931, AND THE MARK PROJECTS 8 INCHES.
 AM0052'
 AM0052'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 AM0052'MONUMENT, IS 10 FEET EAST OF A FENCE CORNER POST, 8 FEET
 AM0052'NORTHEAST OF A 30-INCH OAK TREE AND 1 FOOT SOUTH OF A PICKET
 AM0052'FENCE.  THE DISK IS STAMPED JONES NO 2 1931 AND PROJECTS
 AM0052'12 INCHES.
 AM0052'
 AM0052'REFERENCE MARK NO. 3, A STANDARD DISK SET IN A CONCRETE
 AM0052'MONUMENT, IS 91 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 AM0052'36, 90 FEET WEST OF A POWER POLE AND 1 FOOT NORTH OF THE
 AM0052'RIGHT-OF-WAY FENCE.  THE DISK IS STAMPED JONES NO 3 1931 AND
 AM0052'PROJECTS 5 INCHES.
 AM0052'
 AM0052'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 AM0052'IS 24 FEET SOUTH OF THE APPROXIMATE CENTER OF A SHELL ROAD,
 AM0052'2 FEET SOUTH OF A POWER POLE, 2 FEET NORTH OF A WITNESS POST
 AM0052'AND 1 FOOT WEST OF A FENCE CORNERPOST.  THE DISK IS STAMPED
 AM0052'JONES 1931 RESET 1954 AND PROJECTS 5 INCHES.
 AM0052'
 AM0052'HEIGHT OF LIGHT ABOVE MARK 34.4 METERS.
 AM0052
 AM0052                          STATION RECOVERY (1960)
 AM0052
 AM0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0052'STATION, THREE REFERENCE MARKS AND AZIMUTH MARK RECOVERED
 AM0052'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 AM0052'VERIFIED.  THE 1954 RECOVERY NOTE BY H.S. COLE IS COMPLETE.
 AM0052
 AM0052                          STATION RECOVERY (1963)
 AM0052
 AM0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0052'THE STATION WAS RECOVERED.  ALL MARKS WERE FOUND, HOWEVER IN
 AM0052'CHECKING THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS,
 AM0052'SOME CHANGES ARE EVIDENT.
 AM0052'
 AM0052'THE STATION MARK, 12 BY 12 INCH CONCRETE POST WITH STANDARD
 AM0052'DISK STAMPED JONES 1931, PROJECTS 5-INCHES ABOVE THE GROUND.
 AM0052'THE MARK IS SITUATED IN PASTURE LAND NORTH OF STATE HIGHWAY
 AM0052'36 AND ABOUT 500 FEET SOUTH-SOUTHEAST OF RESIDENCE OCCUPIED
 AM0052'BY L.E. CURBELLO.  THE MARK IS IN GOOD CONDITION.
 AM0052'
 AM0052'REFERENCE MARK NO. 1, 12 BY 12 INCH CONCRETE POST WITH STANDARD
 AM0052'DISK STAMPED JONES NO 1 1931, PROJECTS 12 INCHES ABOVE THE
 AM0052'GROUND.  THE MONUMENT IS SOLID BUT IS LEANING SLIGHTLY.
 AM0052'
 AM0052'REFERENCE MARK NO. 2, 12 BY 12 INCH CONCRETE POST WITH STANDARD
 AM0052'DISK STAMPED JONES NO 2 1931, PROJECTS 12 INCHES ABOVE THE
 AM0052'GROUND.  THE MONUMENT IS SOLID BUT IS LEANING SLIGHTLY.
 AM0052'
 AM0052'REFERENCE MARK NO. 3, 12 BY 12 INCH CONCRETE POST WITH STANDARD
 AM0052'DISK STAMPED JONES NO 3 1931, PROJECTS 4 INCHES ABOVE THE
 AM0052'GROUND.  THE MARK IS IN GOOD CONDITION.  IT IS 2 FEET NORTH
 AM0052'OF RIGHT-OF-WAY FENCE.
 AM0052'
 AM0052'AZIMUTH MARK, 8 BY 8 INCH CONCRETE POST WITH STANDARD DISK
 AM0052'STAMPED JONES 1931 RESET 1954, PROJECTS 2 INCHES ABOVE THE
 AM0052'GROUND.  IT IS SITUATED 29 FEET EAST OF CENTERLINE OF
 AM0052'TAR ROAD, 6 FEET NORTH OF CENTERLINE OF DRIVEWAY LEADING TO
 AM0052'RESIDENCE NO. 322 AND 3 FEET SOUTHWEST OF FENCE CORNER POST.
 AM0052'
 AM0052'TO REACH THE STATION FROM THE ROAD INTERSECTION AND CAUTION
 AM0052'LIGHT AT JONES CREEK, GO EAST ON STATE HIGHWAY 36 FOR 1.65
 AM0052'MILES*, TURN LEFT INTO PRIVATE ROAD AND GO NORTH 0.1 MILE
 AM0052'TO RESIDENCE OF MR. L.E. CURBELLO AND BOARD GATE INTO PASTURE
 AM0052'ON RIGHT, ENTER PASTURE AND DRIVE SOUTHEAST 0.1 MILE TO
 AM0052'STATION.
 AM0052'
 AM0052'*TO REACH AZIMUTH FROM THIS POINT CONTINUE EAST ON HIGHWAY 36
 AM0052'FOR 0.2 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON
 AM0052'TAR ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON RIGHT.
 AM0052
 AM0052                          STATION RECOVERY (1963)
 AM0052
 AM0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AM0052'RECOVERED IN GOOD CONDITION.
 AM0052
 AM0052                          STATION RECOVERY (1978)
 AM0052
 AM0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0052'RECOVERED IN GOOD CONDITION.
 AM0052
 AM0052                          STATION RECOVERY (1987)
 AM0052
 AM0052'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AM0052'RECOVERED IN GOOD CONDITION.
 AM0052
 AM0052                          STATION RECOVERY (1992)
 AM0052
 AM0052'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AM0052'RECOVERED IN GOOD CONDITION.
 AM0052
 AM0052                          STATION RECOVERY (2006)
 AM0052
 AM0052'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (AB)
 AM0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1413 ***********************************************************************
 AE1413  DESIGNATION -  JONES
 AE1413  PID         -  AE1413
 AE1413  STATE/COUNTY-  TX/BROOKS
 AE1413  USGS QUAD   -  HARTLAND (1982)
 AE1413
 AE1413                         *CURRENT SURVEY CONTROL
 AE1413  ___________________________________________________________________
 AE1413* NAD 83(1993)-  26 48 02.33432(N)    098 14 12.60119(W)     ADJUSTED  
 AE1413* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 AE1413  ___________________________________________________________________
 AE1413  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AE1413  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AE1413
 AE1413  HORZ ORDER  -  SECOND
 AE1413
 AE1413.The horizontal coordinates were established by classical geodetic methods
 AE1413.and adjusted by the National Geodetic Survey in February 1996..
 AE1413
 AE1413.The orthometric height was scaled from a topographic map.
 AE1413
 AE1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1413
 AE1413.The geoid height was determined by GEOID03.
 AE1413
 AE1413;                    North         East     Units Scale Factor Converg.
 AE1413;SPC TX S     - 5,125,662.930   326,163.835   MT  0.99990087   +0 07 10.1
 AE1413;SPC TX S     -16,816,445.80  1,070,089.18   sFT  0.99990087   +0 07 10.1
 AE1413;UTM  14      - 2,964,583.315   575,852.093   MT  0.99967103   +0 20 38.8
 AE1413
 AE1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1413!SPC TX S     -   0.99999684  x   0.99990087  =   0.99989771
 AE1413!UTM  14      -   0.99999684  x   0.99967103  =   0.99966787
 AE1413
 AE1413|---------------------------------------------------------------------|
 AE1413| PID    Reference Object                     Distance      Geod. Az  |
 AE1413|                                                           dddmmss.s |
 AE1413| CV2480 JONES RM 1                           26.166 METERS 03457     |
 AE1413| CV2481 JONES RM 2                           30.531 METERS 15049     |
 AE1413| CV2479 JONES AZ MK                                        1785501.9 |
 AE1413|---------------------------------------------------------------------|
 AE1413
 AE1413                          SUPERSEDED SURVEY CONTROL
 AE1413
 AE1413  NAD 83(1986)-  26 48 02.34190(N)    098 14 12.56997(W) AD(       ) 2
 AE1413  NAD 27      -  26 48 01.14600(N)    098 14 11.54220(W) AD(       ) 2
 AE1413
 AE1413.Superseded values are not recommended for survey control.
 AE1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1413.See file dsdata.txt to determine how the superseded data were derived.
 AE1413
 AE1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7585264583(NAD 83)
 AE1413_MARKER: DS = TRIANGULATION STATION DISK
 AE1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1413
 AE1413  HISTORY     - Date     Condition        Report By
 AE1413  HISTORY     - 1961     MONUMENTED       CGS
 AE1413
 AE1413                          STATION DESCRIPTION
 AE1413
 AE1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1413'THE STATION IS APPROXIMATELY 12 MILES NORTHEAST OF LA REFORMA,
 AE1413'8-1/4 MILES SOUTHWEST OF RACHEL, 1-1/2 MILES NORTH OF THE
 AE1413'BROOKS-HIDALGO COUNTY LINE AND ON LAND OWNED BY THE JONES ESTATE.
 AE1413'
 AE1413'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AE1413'AND FARM ROAD 755 IN RACHEL, GO WESTERLY ON FARM ROAD 755
 AE1413'FOR 7.1 MILES TO THE JUNCTION OF FARM ROAD 430.  BEAR LEFT,
 AE1413'SOUTH AND SOUTHWEST ON FARM ROAD 755 FOR 4.2 MILES TO A
 AE1413'LOCKED GATE ON THE LEFT AND A SIGN TEXICO ENCINITAS FIELD
 AE1413'(OBTAIN KEY FROM THE JONES RANCH HEADQUARTERS).  TURN LEFT,
 AE1413'PASS THROUGH THE LOCKED GATE AND GO SOUTH ON A CLICHE ROAD FOR
 AE1413'1.1 MILE TO A CROSSROAD AND A GATE ON THE LEFT.  CONTINUE SOUTH
 AE1413'ON A BLADED ROAD FOR 0.8 MILE TO TWO GATES.  PASS THROUGH THE
 AE1413'GATES AND GO SOUTHEAST ON THE MAIN TRAVELED ROAD FOR 0.9 MILE
 AE1413'TO A GATE AND A CATTLE GUARD.  PASS THROUGH THE GATE AND
 AE1413'CONTINUE SOUTHEAST ON THE MAIN TRAVELED ROAD FOR 1.7
 AE1413'MILES TO A DIM CROSSROAD (MAIN TRAVELED ROAD CURVES RIGHT
 AE1413'AND A CONCRETE BLOCK ON THE RIGHT WITH AN IRON PIPE
 AE1413'EMBEDDED IN IT).  TURN LEFT, EAST, ON A DIM TRACK ROAD
 AE1413'FOR 1.8 MILES TO A NORTH-SOUTH FENCE AND THE STATION ON
 AE1413'THE LEFT.
 AE1413'
 AE1413'STATION MARKS ARE STANDARD DISKS STAMPED JONES 1961.  THE
 AE1413'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1413'4 INCHES.  IT IS 69.5 FEET NORTHWEST OF THE INTERSECTION
 AE1413'OF THREE DIM TRACK ROADS, 58 FEET NORTH OF THE CENTER OF
 AE1413'A TRACK ROAD, 50 FEET WEST OF A FENCE AND 2 FEET SOUTHEAST OF
 AE1413'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 AE1413'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF
 AE1413'THE GROUND.
 AE1413'
 AE1413'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JONES NO 1 1961,
 AE1413'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 AE1413'IT IS 14 FEET EAST OF THE CENTER OF A TRACK ROAD AND 1 FOOT
 AE1413'WEST OF THE FENCE.
 AE1413'
 AE1413'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JONES NO 2 1961,
 AE1413'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 AE1413'IT IS 14 FEET EAST OF THE CENTER OF THE TRACK ROAD AND
 AE1413'1 FOOT WEST OF THE FENCE.
 AE1413'
 AE1413'AZIMUTH MARK, A STANDARD DISK STAMPED JONES 1961, IS SET
 AE1413'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 14
 AE1413'FEET EAST OF THE CENTER OF THE TRACK ROAD, 2 FEET NORTH OF
 AE1413'A METAL WITNESS POST AND 2 FEET WEST OF THE FENCE.
 AE1413'
 AE1413'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A DIM
 AE1413'TRACK ROAD (WEST SIDE OF THE FENCE) FOR 0.4 MILE TO THE
 AE1413'AZIMUTH MARK ON THE LEFT.
 AE1413'
 AE1413'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AE1413'
 AE1413'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1627 ***********************************************************************
 AE1627  DESIGNATION -  JONES
 AE1627  PID         -  AE1627
 AE1627  STATE/COUNTY-  TX/JIM HOGG
 AE1627  USGS QUAD   -  AGUA NUEVA NW (1972)
 AE1627
 AE1627                         *CURRENT SURVEY CONTROL
 AE1627  ___________________________________________________________________
 AE1627* NAD 83(1993)-  26 53 34.42262(N)    098 41 25.21124(W)     ADJUSTED  
 AE1627* NAVD 88     -       168.4    (meters)     552.     (feet)  VERTCON   
 AE1627  ___________________________________________________________________
 AE1627  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AE1627  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 AE1627
 AE1627  HORZ ORDER  -  FIRST
 AE1627
 AE1627.The horizontal coordinates were established by classical geodetic methods
 AE1627.and adjusted by the National Geodetic Survey in February 1996..
 AE1627
 AE1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1627
 AE1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1627
 AE1627.The geoid height was determined by GEOID03.
 AE1627
 AE1627;                    North         East     Units Scale Factor Converg.
 AE1627;SPC TX S     - 5,135,869.914   281,092.274   MT  0.99989657   -0 05 11.1
 AE1627;SPC TX S     -16,849,933.21    922,216.90   sFT  0.99989657   -0 05 11.1
 AE1627;UTM  14      - 2,974,610.077   530,752.470   MT  0.99961167   +0 08 24.2
 AE1627
 AE1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1627!SPC TX S     -   0.99997740  x   0.99989657  =   0.99987397
 AE1627!UTM  14      -   0.99997740  x   0.99961167  =   0.99958908
 AE1627
 AE1627:                Primary Azimuth Mark                     Grid Az
 AE1627:SPC TX S     -  JONES RM 3                               144 04 59.5
 AE1627:UTM  14      -  JONES RM 3                               143 51 24.2
 AE1627
 AE1627|---------------------------------------------------------------------|
 AE1627| PID    Reference Object                     Distance      Geod. Az  |
 AE1627|                                                           dddmmss.s |
 AE1627| CV2484 JONES RM 3                                         1435948.4 |
 AE1627| CV2482 JONES RM 1                           21.458 METERS 35432     |
 AE1627|---------------------------------------------------------------------|
 AE1627
 AE1627                          SUPERSEDED SURVEY CONTROL
 AE1627
 AE1627  NAD 83(1986)-  26 53 34.42774(N)    098 41 25.17985(W) AD(       ) 1
 AE1627  NAD 27      -  26 53 33.24594(N)    098 41 24.09456(W) AD(       ) 1
 AE1627  NGVD 29 (07/19/86)  168.4    (m)          552.     (f) VERT ANG       
 AE1627
 AE1627.Superseded values are not recommended for survey control.
 AE1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1627.See file dsdata.txt to determine how the superseded data were derived.
 AE1627
 AE1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ3075274610(NAD 83)
 AE1627_MARKER: DS = TRIANGULATION STATION DISK
 AE1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1627
 AE1627  HISTORY     - Date     Condition        Report By
 AE1627  HISTORY     - 1974     MONUMENTED       NGS
 AE1627
 AE1627                          STATION DESCRIPTION
 AE1627
 AE1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1627'RM 1 TO RM 2 OBSTRUCTED BY HEAVY BRUSH.
 AE1627'
 AE1627'THE STATION IS ABOUT 33 MILES SOUTH AND 6 MILES WEST OF HEBBRONVILLE,
 AE1627'12-1/2 MILES NORTH AND 11 MILES WEST OF LA GLORIA, 6 MILES WEST OF
 AE1627'THE SMALL COMMUNITY OF AGUA NUEVA AND ON PROPERTY OWNED BY W.W.
 AE1627'JONES AND PERMISSION WAS OBTAINED FROM FRANK GRAHM, RANCH FOREMAN
 AE1627'WHOSE TELEPHONE NUMBER IS 512-527-3514.
 AE1627'
 AE1627'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 285 AND FARM
 AE1627'ROAD 1017, ABOUT 1 MILE SOUTHEAST OF HEBBRONVILLE, GO SOUTH ON FARM
 AE1627'ROAD 1017 FOR 29.8 MILES TO THE SMALL COMMUNITY OF AGUA NUEVA.
 AE1627'CONTINUE SOUTH ON ROAD 1017 FOR 3.75 MILES TO A GRAVELED SIDE ROAD
 AE1627'RIGHT AND A SIGN W.W. JONES BORREGOS BANCH.  TURN RIGHT AND GO
 AE1627'WEST ON GRAVELED ROAD FOR 3.1 MILES TO A GRAVELED SIDE ROAD RIGHT,
 AE1627'THIS IS ABOUT 0.7 MILE EAST OF THE RANCH HEADQUARTERS.  TURN RIGHT
 AE1627'AND GO NORTH ON GRAVELED ROAD FOR 2.35 MILES TO REFERENCE MARK 3
 AE1627'ON THE RIGHT.  CONTINUE NORTH ON GRAVELED ROAD FOR 0.65 MILE TO
 AE1627'THE STATION ON THE LEFT.
 AE1627'
 AE1627'STATION MARKS ARE STANDARD DISKS, STAMPED JONES 1973.  THE SURFACE
 AE1627'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AE1627'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 170.0 FEET WEST OF
 AE1627'THE CENTER OF A GRAVELED ROAD AND 3.8 FEET NORTHEAST OF A WITNESS
 AE1627'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 AE1627'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AE1627'
 AE1627'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JONES NO 1 1973, SET IN
 AE1627'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1
 AE1627'INCH ABOVE THE GROUND.  IT IS 131.0 FEET WEST OF THE CENTER OF THE
 AE1627'GRAVELED ROAD, 73.0 FEET NORTH OF THE WITNESS POST AND ABOUT 2
 AE1627'FEET LOWER THAN THE STATION.
 AE1627'
 AE1627'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JONES NO 2 1973, SET
 AE1627'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 AE1627'2 INCHES ABOVE THE GROUND.  IT IS 157.0 FEET WEST OF THE CENTER OF
 AE1627'THE GRAVELED ROAD, 70.0 FEET SOUTHEAST OF THE WITNESS POST AND
 AE1627'ABOUT 1 FOOT LOWER THAN THE STATION.
 AE1627'
 AE1627'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED JONES NO 3 1973, SET IN
 AE1627'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1
 AE1627'INCH ABOVE THE GROUND.  IT IS 36.0 FEET EAST OF THE CENTER OF THE
 AE1627'GRAVELED ROAD, 32.6 FEET SOUTHWEST OF A POWER LINE POLE AND 1.3
 AE1627'FEET SOUTHWEST OF A WITNESS POST.  THIS MARK WILL SERVE AS THE
 AE1627'AZIMUTH MARK.
 AE1627'
 AE1627'NEAREST TOWN--AGUA NUEVA.
 AE1627'
 AE1627'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6468 ***********************************************************************
 AW6468  DESIGNATION -  JONES
 AW6468  PID         -  AW6468
 AW6468  STATE/COUNTY-  TX/HARRIS
 AW6468  USGS QUAD   -  PASADENA (1995)
 AW6468
 AW6468                         *CURRENT SURVEY CONTROL
 AW6468  ___________________________________________________________________
 AW6468* NAD 83(1993)-  29 43 55.36083(N)    095 08 50.59014(W)     ADJUSTED  
 AW6468* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 AW6468  ___________________________________________________________________
 AW6468  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AW6468  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW6468
 AW6468  HORZ ORDER  -  THIRD
 AW6468
 AW6468.The horizontal coordinates were established by classical geodetic methods
 AW6468.and adjusted by the National Geodetic Survey in February 1996..
 AW6468
 AW6468.The orthometric height was scaled from a topographic map.
 AW6468
 AW6468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6468
 AW6468.The geoid height was determined by GEOID03.
 AW6468
 AW6468;                    North         East     Units Scale Factor Converg.
 AW6468;SPC TXSC     - 4,216,566.716   972,609.505   MT  0.99988718   +1 53 14.8
 AW6468;SPC TXSC     -13,833,852.63  3,190,969.68   sFT  0.99988718   +1 53 14.8
 AW6468;UTM  15      - 3,291,025.120   292,310.551   MT  1.00013224   -1 03 55.3
 AW6468
 AW6468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6468!SPC TXSC     -   1.00000301  x   0.99988718  =   0.99989019
 AW6468!UTM  15      -   1.00000301  x   1.00013224  =   1.00013525
 AW6468
 AW6468:                Primary Azimuth Mark                     Grid Az
 AW6468:SPC TXSC     -  HOUSTON SHIP CHAN LT 74 1955             055 48 39.0
 AW6468:UTM  15      -  HOUSTON SHIP CHAN LT 74 1955             058 45 49.1
 AW6468
 AW6468|---------------------------------------------------------------------|
 AW6468| PID    Reference Object                     Distance      Geod. Az  |
 AW6468|                                                           dddmmss.s |
 AW6468| AW6472 HOUSTON SHIP CHAN LT 74 1955        APPROX. 1.0 KM 0574153.8 |
 AW6468| AW6290 SAN JACINTO BATTLEFIELD MON         APPROX. 6.7 KM 0725807.8 |
 AW6468| AW6306 HOUSTON SHIP CHAN LT 70 1955        APPROX. 3.0 KM 0741906.6 |
 AW6468| CV7314 JONES RM 1                           22.297 METERS 07659     |
 AW6468| AW6294 HOUSTON SHIP CHAN LT 67 1955        APPROX. 4.1 KM 0772245.9 |
 AW6468| AW6299 HOUSTON SHIP CHAN LT 69 1955        APPROX. 3.7 KM 0774431.8 |
 AW6468| AW6312 HOUSTON SHIP CHAN LT 71 1955        APPROX. 2.4 KM 0870424.8 |
 AW6468| AW6477 HOUSTON SHIP CHAN LT 73 1955        APPROX. 1.9 KM 0894324.8 |
 AW6468| AW6304 DEER PARK LUBRIZOIL CO TANK         APPROX. 3.4 KM 1124541.9 |
 AW6468| AW6463 HOUSTON SHIP CHAN LT 77 1955        APPROX. 1.0 KM 3052747.7 |
 AW6468| CV7315 JONES RM 2                           18.632 METERS 30856     |
 AW6468| AW6454 HOUSTON SHIP CHAN LT 82 1955        APPROX. 2.6 KM 3094512.3 |
 AW6468| AW6457 HOUSTON SHIP CHAN LT 80 1955        APPROX. 2.1 KM 3114653.9 |
 AW6468| AW6460 HOUSTON SHIP CHAN LT 78 1955        APPROX. 1.6 KM 3151626.4 |
 AW6468|---------------------------------------------------------------------|
 AW6468
 AW6468                          SUPERSEDED SURVEY CONTROL
 AW6468
 AW6468  NAD 83(1986)-  29 43 55.37608(N)    095 08 50.57116(W) AD(       ) 3
 AW6468  NAD 27      -  29 43 54.55504(N)    095 08 49.81711(W) AD(       ) 3
 AW6468
 AW6468.Superseded values are not recommended for survey control.
 AW6468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6468.See file dsdata.txt to determine how the superseded data were derived.
 AW6468
 AW6468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9231191025(NAD 83)
 AW6468_MARKER: DS = TRIANGULATION STATION DISK
 AW6468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6468
 AW6468  HISTORY     - Date     Condition        Report By
 AW6468  HISTORY     - 1955     MONUMENTED       CGS
 AW6468  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 AW6468
 AW6468                          STATION DESCRIPTION
 AW6468
 AW6468'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LFW)
 AW6468'4 MI. NE OF PASADENA, ON THE JONES RANCH, ALONG THE S SIDE
 AW6468'OF THE HOUSTON SHIP CHANNEL, AND 1.3 MI. N OF STATE HIGHWAY
 AW6468'225.
 AW6468'
 AW6468'TO REACH FROM THE POST OFFICE IN PASADENA, GO S ON SHAW
 AW6468'AVENUE FOR ONE BLOCK TO STATE HIGHWAY 225 (STERLING AVENUE),
 AW6468'TURN LEFT AND GO E FOR 3.7 MI. TO A GRADED SHELL ROAD N
 AW6468'INTO JONES RANCH, TURN LEFT AND GO N FOR 1.3 MI. TO MR. JONES
 AW6468'HOUSE AND THE STATION SITE.
 AW6468'
 AW6468'STATION MARK, A STANDARD DISK, STAMPED JONES 1955 AND SET
 AW6468'IN THE TOP OF A 10-IN. SQUARE CONCRETE MONUMENT FLUSH WITH
 AW6468'THE GROUND, APPROXIMATELY 348 FT. N OF
 AW6468'MR. JONES HOUSE, 111 FT. E-SE OF THE E END OF THE GATE IN
 AW6468'THE E-W FENCE, 30.2 FT. S OF THE FENCE, 23.9 FT. SE OF AN
 AW6468'8-IN. OAK TREE, AND 46.3 FT. N OF THE PUMPHOUSE OVER THE WELL.
 AW6468'
 AW6468'REFERENCE MARK 1, A STANDARD DISK, STAMPED JONES NO 1 1955
 AW6468'AND SET IN THE TOP OF A 10-IN. SQUARE CONCRETE MONUMENT FLUSH
 AW6468'WITH THE GROUND, IS 1 FT. S OF THE E-W FENCE,
 AW6468'AND 74 FT. E OF THE 8-IN. OAK TREE.
 AW6468'
 AW6468'REFERENCE MARK 2, A STANDARD DISK, STAMPED JONES NO 2 1955
 AW6468'AND SET IN THE TOP OF A 10-IN. SQUARE CONCRETE MONUMENT
 AW6468'FLUSH WITH THE GROUND, IS 1 FT. S OF THE E-W
 AW6468'FENCE, 54 FT. E OF THE E END OF THE GATE IN THE FENCE, AND
 AW6468'47.3 FT. W OF AN 8-IN. OAK TREE.
 AW6468'
 AW6468'NO AZIMUTH MARK WAS SET.  SAN JACINTO BATTLEFIELD MONUMENT,
 AW6468'1942 IS VISIBLE FROM THE GROUND AND IS USED AS AN AZIMUTH
 AW6468'MARK.
 AW6468'
 AW6468'HEIGHT OF LIGHT ABOVE STATION MARK - 30 M.
 AW6468
 AW6468                          STATION RECOVERY (2004)
 AW6468
 AW6468'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2872 ***********************************************************************
 CS2872  DESIGNATION -  JONES
 CS2872  PID         -  CS2872
 CS2872  STATE/COUNTY-  TX/DALLAS
 CS2872  USGS QUAD   -  IRVING (1981)
 CS2872
 CS2872                         *CURRENT SURVEY CONTROL
 CS2872  ___________________________________________________________________
 CS2872* NAD 83(1993)-  32 51 20.19678(N)    096 59 14.25629(W)     ADJUSTED  
 CS2872* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 CS2872  ___________________________________________________________________
 CS2872  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 CS2872  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 CS2872
 CS2872  HORZ ORDER  -  SECOND
 CS2872
 CS2872.The horizontal coordinates were established by classical geodetic methods
 CS2872.and adjusted by the National Geodetic Survey in February 1996..
 CS2872
 CS2872.The orthometric height was scaled from a topographic map.
 CS2872
 CS2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2872
 CS2872.The geoid height was determined by GEOID03.
 CS2872
 CS2872;                    North         East     Units Scale Factor Converg.
 CS2872;SPC TXNC     - 2,132,860.924   741,575.003   MT  0.99987844   +0 49 30.1
 CS2872;SPC TXNC     - 6,997,561.21  2,432,983.99   sFT  0.99987844   +0 49 30.1
 CS2872;UTM  14      - 3,637,075.206   688,340.376   MT  1.00003740   +1 05 32.1
 CS2872
 CS2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2872!SPC TXNC     -   0.99997599  x   0.99987844  =   0.99985443
 CS2872!UTM  14      -   0.99997599  x   1.00003740  =   1.00001339
 CS2872
 CS2872|---------------------------------------------------------------------|
 CS2872| PID    Reference Object                     Distance      Geod. Az  |
 CS2872|                                                           dddmmss.s |
 CS2872| CY1351 JONES RM 1                           18.874 METERS 00642     |
 CS2872| CS2873 ROGERS                               19.304 METERS 17239     |
 CS2872| CY1350 JONES AZ MK                                        2211105.2 |
 CS2872| CS1275 Z 943                               APPROX. 0.7 KM 2222954.5 |
 CS2872| CY1352 JONES RM 2                           25.097 METERS 24915     |
 CS2872| CS2893 RADIO STA WFAA WBAP TRANSM TWR      APPROX. 8.0 KM 3323053.1 |
 CS2872|---------------------------------------------------------------------|
 CS2872
 CS2872                          SUPERSEDED SURVEY CONTROL
 CS2872
 CS2872  NAD 83(1993)-  32 51 20.20029(N)    096 59 14.24038(W) AD(       ) 2
 CS2872  NAD 83(1986)-  32 51 20.20198(N)    096 59 14.23958(W) AD(       ) 2
 CS2872  NAD 27      -  32 51 19.74600(N)    096 59 13.21700(W) AD(       ) 2
 CS2872
 CS2872.Superseded values are not recommended for survey control.
 CS2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2872.See file dsdata.txt to determine how the superseded data were derived.
 CS2872
 CS2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8834037075(NAD 83)
 CS2872_MARKER: DS = TRIANGULATION STATION DISK
 CS2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2872
 CS2872  HISTORY     - Date     Condition        Report By
 CS2872  HISTORY     - 1947     MONUMENTED       CGS
 CS2872  HISTORY     - 1957     GOOD             USGS
 CS2872  HISTORY     - 1959     GOOD             CGS
 CS2872  HISTORY     - 1963     GOOD             CGS
 CS2872
 CS2872                          STATION DESCRIPTION
 CS2872
 CS2872'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2872'LOCATED ABOUT 6-1/2 MILES NORTH OF GRAND PRAIRIE, 8 MILES
 CS2872'SOUTHEAST OF GRAPEVINE, 1 MILE NORTH OF STATE ROUTE 183 AND
 CS2872'0.25 MILE EAST OF BELT LINE ROAD ON PROPERTY OWNED BY WALTER
 CS2872'ROGERS.  IT IS 71 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CS2872'THE FARMHOUSE, 12 FEET WEST OF THE FENCE CORNER, 3.1 FEET
 CS2872'NORTH OF A WITNESS POST AND 2-1/2 FEET NORTH OF A FENCE LINE.
 CS2872'THE MARK IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED JONES
 CS2872'1946.
 CS2872'
 CS2872'REFERENCE MARK NO. 1 IS 61.92 FEET NORTH OF THE STATION, 31
 CS2872'FEET SOUTH WEST OF THE NORTH WEST CORNER OF THE HOUSE AND 1
 CS2872'FOOT WEST OF THE FENCE LINE.  THE MARK PROJECTS 2 INCHES
 CS2872'AND THE DISC IS STAMPED JONES NO 1 1946.
 CS2872'
 CS2872'REFERENCE MARK NO. 2 IS 82.34 FEET WEST OF THE STATION, 24
 CS2872'FEET EAST OF A POWER LINE POLE AND 1/2 FOOT SOUTH OF THE FENCE
 CS2872'LINE.  THE MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED
 CS2872'JONES NO 2 1946.
 CS2872'
 CS2872'AZIMUTH MARK IS 0.35 MILE SOUTH WEST OF THE STATION, 44 FEET
 CS2872'EAST OF THE CENTER LINE OF BELT LINE ROAD AND 32 FEET NORTH
 CS2872'OF THE CENTER LINE OF THE EAST AND WEST INTERSECTING ROAD,
 CS2872'1.5 FEET SOUTH OF A WITNESS POST.
 CS2872'
 CS2872'STATION WAS REACHED FROM THE RAILROAD STATION IN GRAND PRAIRIE
 CS2872'BY GOING EAST ON MAIN STREET AND U.S. ROUTE 80 FOR 0.6 MILE
 CS2872'TO EAST 8TH STREET.  TURN LEFT ON EAST 8TH STREET AND BELT LINE
 CS2872'ROAD FOR 6.4 MILE TO THE JUNCTION WITH STATE ROUTE 183.  CONTINUE
 CS2872'NORTH ON BELT LINE ROAD FOR 1.0 MILE TO TO A T-INTERSECTION OF
 CS2872'ROADS AND THE AZIMUTH MARK IN THE NORTH EAST CORNER OF THE
 CS2872'INTERSECTION AND BM Z943 ON THE OPPOSITE SIDE OF THE ROAD.
 CS2872'HERE TURN RIGHT OR EAST AND GO 0.25 MILE TO AN ENTRANCE TO A
 CS2872'LANE ON THE LEFT.  TURN NORTH UP LANE 0.3 MILE TO FARM HOUSE
 CS2872'AND THE STATION SITE.
 CS2872'
 CS2872'THIS STATION WAS LOCATED BY A TRAVERSE MEASUREMENT TO TRIANGULATION
 CS2872'STATION ROGERS.  IT IS 19.304 METERS (63.33 FEET) NORTH OF
 CS2872'TRIANGULATION STATION ROGERS.
 CS2872'
 CS2872'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 CS2872
 CS2872                          STATION RECOVERY (1957)
 CS2872
 CS2872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CS2872'STATION RECOVERED IN GOOD CONDITION.
 CS2872'
 CS2872'REFERENCE MARK 1 HAS BEEN DISTURBED.
 CS2872'
 CS2872'REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 CS2872'
 CS2872'AZIMUTH MARK WAS DESTROYED.  FOUND LAYING ON ITS SIDE ALONG
 CS2872'RIGHT-OF-WAY FENCE.  ROAD HAS BEEN IMPROVED RECENTLY.
 CS2872
 CS2872                          STATION RECOVERY (1959)
 CS2872
 CS2872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CS2872'THIS STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED IN
 CS2872'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WHICH WAS
 CS2872'PROBABLY COMMON TO BOTH TRIANGULATION STATIONS JONES AND
 CS2872'ROGERS WAS FOUND PULLED OUT OF THE GROUND AND THE DISK GONE.
 CS2872'BM Z 943 1946 (USGS AND GS) HAS ALSO BEEN DESTROYED.
 CS2872
 CS2872                          STATION RECOVERY (1963)
 CS2872
 CS2872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2872'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 CS2872'IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 CS2872'MARK WERE FOUND TO BE DESTROYED.
 CS2872'
 CS2872'THE STATION SITE IS NOW AT THE NORTH EDGE OF A RESIDENTIAL
 CS2872'AREA, IN THE SOUTHEAST CORNER OF PASTURE GROUND.  IT IS 71
 CS2872'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY FARMHOUSE,
 CS2872'53 FEET NORTH OF THE NORTHWEST CORNER OF THE MOST NORTHERLY
 CS2872'HOUSE WHICH IS ON THE EAST SIDE OF PLEASANT RUN ROAD (HOUSE
 CS2872'NO. 3628), 31 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE,
 CS2872'21 FEET NORTH OF THE CENTER OF DRIVEWAY WHICH LEADS TO THE
 CS2872'2-STORY HOUSE AND 15 FEET WEST OF THE SOUTHWEST CORNER OF
 CS2872'YARD FENCE.  THE DISK IS STAMPED JONES 1946 AND IS SET IN
 CS2872'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 CS2872'
 CS2872'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JONES NO 1 1946,
 CS2872'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CS2872'IT IS 31 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE 2-STORY
 CS2872'HOUSE, AND 1 FOOT WEST OF A FENCE LINE.
 CS2872'
 CS2872'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 CS2872'AND E. 8TH STREET IN GRAND PRAIRIE, GO NORTH ON E. 8TH STREET
 CS2872'(BELT LINE ROAD) FOR 6.4 MILES TO THE JUNCTION OF STATE HIGHWAY
 CS2872'183.  CONTINUE ON THE BELT LINE ROAD 0.9 MILE TO FINLEY ROAD.
 CS2872'TURN RIGHT, EAST, GO 0.3 MILE TO HARVARD STREET.  TURN LEFT,
 CS2872'GO 0.05 MILE, THENCE TURN LEFT, GO 0.05 MILE TO PLEASANT RUN
 CS2872'ROAD.  TURN RIGHT, NORTH, GO 0.3 MILE TO THE END OF PLEASANT
 CS2872'RUN ROAD AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0411 ***********************************************************************
 BA0411  DESIGNATION -  JONES
 BA0411  PID         -  BA0411
 BA0411  STATE/COUNTY-  TX/BREWSTER
 BA0411  USGS QUAD   -  PINE MOUNTAIN EAST (1983)
 BA0411
 BA0411                         *CURRENT SURVEY CONTROL
 BA0411  ___________________________________________________________________
 BA0411* NAD 83(1993)-  29 54 06.94530(N)    102 47 55.02477(W)     ADJUSTED  
 BA0411* NAVD 88     -      1143.     (meters)    3750.     (feet)  SCALED    
 BA0411  ___________________________________________________________________
 BA0411  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 BA0411  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BA0411
 BA0411  HORZ ORDER  -  FIRST
 BA0411
 BA0411.The horizontal coordinates were established by classical geodetic methods
 BA0411.and adjusted by the National Geodetic Survey in February 1996..
 BA0411
 BA0411.The orthometric height was scaled from a topographic map.
 BA0411
 BA0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0411
 BA0411.The geoid height was determined by GEOID03.
 BA0411
 BA0411;                    North         East     Units Scale Factor Converg.
 BA0411;SPC TXSC     - 4,235,215.651   233,222.399   MT  0.99991206   -1 51 39.6
 BA0411;SPC TXSC     -13,895,036.68    765,163.82   sFT  0.99991206   -1 51 39.6
 BA0411;UTM  13      - 3,309,954.623   712,553.148   MT  1.00015744   +1 05 52.2
 BA0411
 BA0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0411!SPC TXSC     -   0.99982389  x   0.99991206  =   0.99973597
 BA0411!UTM  13      -   0.99982389  x   1.00015744  =   0.99998130
 BA0411
 BA0411|---------------------------------------------------------------------|
 BA0411| PID    Reference Object                     Distance      Geod. Az  |
 BA0411|                                                           dddmmss.s |
 BA0411| CH9673 JONES RM 1                            9.130 METERS 07813     |
 BA0411| CH9672 JONES AZ MK                                        1954550.7 |
 BA0411| CH9674 JONES RM 2                           23.630 METERS 19619     |
 BA0411| BA0413 BLACK                               APPROX.17.0 KM 2363929.9 |
 BA0411|---------------------------------------------------------------------|
 BA0411
 BA0411                          SUPERSEDED SURVEY CONTROL
 BA0411
 BA0411  NAD 83(1986)-  29 54 06.92705(N)    102 47 55.04450(W) AD(       ) 1
 BA0411  NAD 27      -  29 54 06.23800(N)    102 47 53.48300(W) AD(       ) 1
 BA0411
 BA0411.Superseded values are not recommended for survey control.
 BA0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0411.See file dsdata.txt to determine how the superseded data were derived.
 BA0411
 BA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP1255309955(NAD 83)
 BA0411_MARKER: DD = SURVEY DISK
 BA0411_SETTING: 66 = SET IN ROCK OUTCROP
 BA0411
 BA0411  HISTORY     - Date     Condition        Report By
 BA0411  HISTORY     - 1934     MONUMENTED       CGS
 BA0411
 BA0411                          STATION DESCRIPTION
 BA0411
 BA0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BA0411'ABOUT 12.5 MILES SOUTH OF SOUTHERN PACIFIC RAILROAD, 4 MILES
 BA0411'SOUTH-SOUTHEAST OF JONES RANCH, 1.75 MILES EAST OF PINE MOUNTAIN,
 BA0411'AND 2.75 MILES NORTHEAST OF HORSESHOE MESA.  IT IS ON THE NORTH
 BA0411'END AND THE HIGHEST POINT OF A BRUSH AND CACTUS COVERED
 BA0411'RIDGE EXTENDING NORTH AND SOUTH, HIGHEST POINT IN VICINITY
 BA0411'EXCEPTING PINE MOUNTAIN AND HORSESHOE MESA.  STATION IS 24 FEET
 BA0411'WEST OF 4-FOOT ROCK CAIRN.  RIDGE SLOPES TO WEST AND DROPS
 BA0411'SHARPLY TO THE EAST AND NORTH.
 BA0411'
 BA0411'TO REACH FROM LATTA RANCH ON SAN FRANCISCO CREEK, CROSS CREEK
 BA0411'AND GO NORTHWEST 2.75 MILES TO CROSSROADS ON TOP OF RIDGE,
 BA0411'CONTINUE NORTHWEST ON LONGFELLOW ROAD 2.55 MILES TO WIRE GATE,
 BA0411'CONTINUE NORTHWEST 3.4 MILES TO A LARGE EARTH RESERVOIR, TURN
 BA0411'LEFT ON SOUTH SIDE OF RESERVOIR ONTO A WORKED ROAD, GO 0.4 MILE
 BA0411'TO A GATE, CONTINUE 3.95 MILES TO ANOTHER GATE, CONTINUE
 BA0411'0.6 MILE TO SMALL HOUSE AND WINDMILL ON NORTH BANK OF FRISCO
 BA0411'CREEK.  BEAR LEFT ACROSS CREEK, GO 2.65 MILES TO A GATE,
 BA0411'CONTINUE 1.35 MILES TO A GATE JUST NORTH OF RESERVOIR AND
 BA0411'CORRALS, TAKE RIGHT FORK (MAIN ROAD) GO 1.45 MILES, TAKE LEFT
 BA0411'FORK, GO 0.7 MILE, TAKE LEFT FORK SOUTHEAST (A GAP THROUGH
 BA0411'RIDGE IS ABOUT 1/2 MILE TO WEST), CONTINUE 2.85 MILES TO
 BA0411'GATE AND FORK, TAKE RIGHT FORK (MAIN ROAD) CONTINUE 1.6
 BA0411'MILES TO BREWSTER OIL WELL.  TURN SHARP RIGHT (NORTH) GO 0.05
 BA0411'MILE, TAKE LEFT FORK DIM ROAD, GO 2.15 MILES TO WELL DRILLING
 BA0411'OUTFIT JUST OVER TOP OF SADDLE.  AT WELL DRILLING OUTFIT
 BA0411'LEAVE MAIN ROAD, BEAR RIGHT ABOUT 75 FEET TO A VERY DIM ROAD, GO
 BA0411'0.6 MILE SOUTHWEST ON OLD ROAD, AT THIS POINT TURN SHARP
 BA0411'RIGHT (NORTHWEST) ONTO A VERY DIM ROAD THAT IS GROWN UP WITH
 BA0411'BRUSH, BUT PASSABLE, GO FOR 2.75 MILES TO TOP OF SADDLE.
 BA0411'FROM HERE TURN SOUTH AND PICK WAY SOUTH ACROSS SADDLE TO BASE OF
 BA0411'PEAK ABOUT 1.0 MILE DISTANT.  PACK UP HILL TO TOP OF RIDGE AND
 BA0411'STATION, A 20-MINUTE PACK WITH LOAD.  WATER AT LATTA RANCH
 BA0411'AND AT BREWSTER OIL WELL.
 BA0411'
 BA0411'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BA0411'SET IN OUTCROPPING BEDROCK.
 BA0411'
 BA0411'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION AT EDGE OF LEDGE,
 BA0411'18 FEET NORTH OF 4-FOOT ROCK CAIRN.
 BA0411'
 BA0411'AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION ON FIRST POINT
 BA0411'JUTTING TO THE EAST ON THE SAME RIDGE SOUTH OF STATION.
 BA0411'
 BA0411'NATURAL AZIMUTH MARK IS TRIANGULATION STATION BLACK ON A PROMINENT
 BA0411'CONE-SHAPED KNOB KNOWN LOCALLY AS EAST BLACK HILL, SOUTHWEST OF
 BA0411'STATION.
 BA0411'
 BA0411'A 4-FOOT STAND WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0416 ***********************************************************************
 BQ0416  DESIGNATION -  JONES
 BQ0416  PID         -  BQ0416
 BQ0416  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0416  USGS QUAD   -  SAN ANTONIO PASS (1978)
 BQ0416
 BQ0416                         *CURRENT SURVEY CONTROL
 BQ0416  ___________________________________________________________________
 BQ0416* NAD 83(1993)-  30 35 25.02467(N)    104 22 02.39516(W)     ADJUSTED  
 BQ0416* NAVD 88     -      1533.     (meters)    5030.     (feet)  SCALED    
 BQ0416  ___________________________________________________________________
 BQ0416  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 BQ0416  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 BQ0416
 BQ0416  HORZ ORDER  -  SECOND
 BQ0416
 BQ0416.The horizontal coordinates were established by classical geodetic methods
 BQ0416.and adjusted by the National Geodetic Survey in February 1996..
 BQ0416
 BQ0416.The orthometric height was scaled from a topographic map.
 BQ0416
 BQ0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0416
 BQ0416.The geoid height was determined by GEOID03.
 BQ0416
 BQ0416;                    North         East     Units Scale Factor Converg.
 BQ0416;SPC TX C     - 3,109,401.879   313,219.244   MT  0.99990732   -2 04 39.9
 BQ0416;SPC TX C     -10,201,429.33  1,027,620.14   sFT  0.99990732   -2 04 39.9
 BQ0416;SPC TXSC     - 4,317,378.779    85,346.038   MT  1.00010311   -2 37 46.3
 BQ0416;SPC TXSC     -14,164,600.21    280,006.13   sFT  1.00010311   -2 37 46.3
 BQ0416;UTM  13      - 3,384,367.044   560,655.608   MT  0.99964538   +0 19 19.1
 BQ0416
 BQ0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0416!SPC TX C     -   0.99976285  x   0.99990732  =   0.99967019
 BQ0416!SPC TXSC     -   0.99976285  x   1.00010311  =   0.99986593
 BQ0416!UTM  13      -   0.99976285  x   0.99964538  =   0.99940831
 BQ0416
 BQ0416:                Primary Azimuth Mark                     Grid Az
 BQ0416:SPC TX C     -  JONES AZ MK                              062 59 43.2
 BQ0416:SPC TXSC     -  JONES AZ MK                              063 32 49.6
 BQ0416:UTM  13      -  JONES AZ MK                              060 35 44.2
 BQ0416
 BQ0416|---------------------------------------------------------------------|
 BQ0416| PID    Reference Object                     Distance      Geod. Az  |
 BQ0416|                                                           dddmmss.s |
 BQ0416| CH9678 JONES AZ MK                                        0605503.3 |
 BQ0416| CH9679 JONES RM 1                            9.037 METERS 17633     |
 BQ0416| CH9680 JONES RM 2                           10.950 METERS 23748     |
 BQ0416| BQ0418 VALENTINE WATER TANK                APPROX.11.6 KM 2661300.4 |
 BQ0416|---------------------------------------------------------------------|
 BQ0416
 BQ0416                          SUPERSEDED SURVEY CONTROL
 BQ0416
 BQ0416  NAD 83(1986)-  30 35 25.01966(N)    104 22 02.39944(W) AD(       ) 2
 BQ0416  NAD 27      -  30 35 24.48700(N)    104 22 00.68600(W) AD(       ) 2
 BQ0416
 BQ0416.Superseded values are not recommended for survey control.
 BQ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0416.See file dsdata.txt to determine how the superseded data were derived.
 BQ0416
 BQ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP6065684367(NAD 83)
 BQ0416_MARKER: DS = TRIANGULATION STATION DISK
 BQ0416_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0416_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BQ0416
 BQ0416  HISTORY     - Date     Condition        Report By
 BQ0416  HISTORY     - 1942     MONUMENTED       CGS
 BQ0416  HISTORY     - 1974     GOOD             USGS
 BQ0416
 BQ0416                          STATION DESCRIPTION
 BQ0416
 BQ0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BQ0416'STATION IS LOCATED 29.5 MILES, AIR LINE, W OF FORT DAVIS, 7
 BQ0416'MILES, AIR LINE, E OF VALENTINE, AND ABOUT 2.0 MILES, AIR LINE, N
 BQ0416'OF THE FORT DAVIS-VALENTINE HIGHWAY, A GRADED DIRT ROAD, ON THE
 BQ0416'NORTHEASTERNMOST, AND HIGHEST POINT OF A LONE SADDLEBACK BUTTE,
 BQ0416'WHICH RISES ABOUT 300 FEET ABOVE THE PRAIRIE.  THERE IS ANOTHER
 BQ0416'BUTTE ABOUT 0.75 MILE TO THE NE, THE TOP OF WHICH CONTAINS
 BQ0416'THE AZIMUTH MARK.
 BQ0416'
 BQ0416'STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 BQ0416'HOLE IN BEDROCK, AND IS FLUSH WITH THE GROUND.  IT IS STAMPED
 BQ0416'JONES 1942.
 BQ0416'
 BQ0416'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK CEMENTED IN A
 BQ0416'DRILL HOLE IN BEDROCK, FLUSH WITH THE GROUND.  IT IS ABOUT 4
 BQ0416'FEET LOWER IN ELEVATION THAN THE STATION, AND IS STAMPED JONES
 BQ0416'NO. 1 1942.
 BQ0416'
 BQ0416'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN A
 BQ0416'DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE GROUND.  IT IS ABOUT
 BQ0416'5 FEET LOWER IN ELEVATION THAN THE STATION, AND IS STAMPED JONES
 BQ0416'NO. 2 1942.
 BQ0416'
 BQ0416'THE AZIMUTH MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 BQ0416'HOLE IN BEDROCK ON THE HIGHEST POINT OF A LONE ROCKY BUTTE
 BQ0416'ABOUT 0.75 MILE NE OF THE STATION.  IT IS STAMPED JONES 1942.
 BQ0416'
 BQ0416'THERE IS A 4-INCH SQUARE POST, PAINTED WHITE WHICH PROJECTS
 BQ0416'2 FEET, ABOUT 5 FEET SE OF THE STATION.
 BQ0416'
 BQ0416'REACHED FROM THE RAILROAD STATION IN VALENTINE BY GOING SE ON
 BQ0416'U.S. HIGHWAY 90 FOR 0.3 MILE TO A GRADED DIRT ROAD LEFT, THENCE
 BQ0416'LEFT AND GO E FOR 0.15 MILE TO THE CENTRAL LIGHT AND POWER
 BQ0416'COMPANY, THENCE RIGHT AND FOLLOW THE GRADED DIRT ROAD TOWARDS
 BQ0416'FORT DAVIS FOR 6.7 MILES TO A DIRT ROAD LEFT WHICH LEADS TO A
 BQ0416'CORRAL, THENCE LEFT AND GO E FOR 0.1 MILE TO A FORKS, THENCE
 BQ0416'LEFT FORK, PASSING TO THE LEFT OF THE CORRAL AND CONTINUE
 BQ0416'NORTHWARD ON A TRACK ROAD ALONG THE W SIDE OF A FENCE FOR 2.0
 BQ0416'MILES TO THE FENCE CORNER, THENCE TURN RIGHT AND FOLLOW THE
 BQ0416'FENCE EASTERLY FOR 0.15 MILE TO A GATE, THENCE THROUGH THE GATE
 BQ0416'AND CONTINUE SOUTHERLY FOR 0.8 MILE, HERE TURN RIGHT OFF THE
 BQ0416'TRACK ROAD AND HEAD S ACROSS COUNTRY FOR 0.2 MILE TO THE BASE
 BQ0416'OF THE BUTTE AND UP ITS SLOPE TO THE TOP OF THE SADDLE,
 BQ0416'THENCE LEFT ALONG CREST OF THE RIDGE FOR 100 FEET TO THE
 BQ0416'END OF TRUCK TRAVEL ABOUT 50 FEET W OF THE ROCKY TOP OF THE
 BQ0416'BUTTE AND STATION.
 BQ0416
 BQ0416                          STATION RECOVERY (1974)
 BQ0416
 BQ0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTD)
 BQ0416'TO REACH THE STATION FROM THE POST OFFICE IN VALENTINE, TEXAS
 BQ0416'GO SE 1/2 BLOCK.  THEN TURN LEFT AND FOLLOW PAVED STREET FOR 0.65
 BQ0416'MILE TO T-STREET SE.  CONTINUE STRAIGHT AHEAD (NE) ON GRAVEL
 BQ0416'ROAD FOR 0.7 MILE TO ROAD FOR WEST OF TANK.  TAKE RIGHT FORK
 BQ0416'AND KEEP ON MAIN ROAD GOING EASTWARD FOR 5 MILES TO ROAD FORK
 BQ0416'NNW OF WATER TANK.  TAKE RIGHT FORK (SSE) FOR 2.2 MILES TO
 BQ0416'CORRALS EAST OF HOUSE.  CONTINUE ON AROUND EAST SIDE OF CORALLS
 BQ0416'AND THEN SOUTH FOR 0.4 MILE TO GATE ON THE RIGHT.  PASS
 BQ0416'THROUGH GATE AND DRIVE SW FOR 0.3 MILE TO TOP OF SADDLE THEN
 BQ0416'EAST FOR 0.1 MILE TO END OF TRUCK TRAVEL.  PACK EAST FOR
 BQ0416'ABOUT 100 FT. TO
 BQ0416'
 BQ0416'STATION MARK AND R.M. 2 FOUND IN GOOD CONDITION.  R.M. 1
 BQ0416'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0955 ***********************************************************************
 CD0955  DESIGNATION -  JONES
 CD0955  PID         -  CD0955
 CD0955  STATE/COUNTY-  TX/CULBERSON
 CD0955  USGS QUAD   -  DELAWARE RANCH (1973)
 CD0955
 CD0955                         *CURRENT SURVEY CONTROL
 CD0955  ___________________________________________________________________
 CD0955* NAD 83(1993)-  31 29 21.86933(N)    104 31 53.10822(W)     ADJUSTED  
 CD0955* NAVD 88     -      1466.     (meters)    4810.     (feet)  SCALED    
 CD0955  ___________________________________________________________________
 CD0955  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 CD0955  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CD0955
 CD0955  HORZ ORDER  -  THIRD
 CD0955
 CD0955.The horizontal coordinates were established by classical geodetic methods
 CD0955.and adjusted by the National Geodetic Survey in February 1996..
 CD0955
 CD0955.The orthometric height was scaled from a topographic map.
 CD0955
 CD0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0955
 CD0955.The geoid height was determined by GEOID03.
 CD0955
 CD0955;                    North         East     Units Scale Factor Converg.
 CD0955;SPC TX C     - 3,209,588.250   301,254.579   MT  0.99991790   -2 09 44.1
 CD0955;SPC TX C     -10,530,124.12    988,366.06   sFT  0.99991790   -2 09 44.1
 CD0955;UTM  13      - 3,483,937.770   544,503.724   MT  0.99962443   +0 14 41.1
 CD0955
 CD0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0955!SPC TX C     -   0.99977356  x   0.99991790  =   0.99969147
 CD0955!UTM  13      -   0.99977356  x   0.99962443  =   0.99939807
 CD0955
 CD0955:                Primary Azimuth Mark                     Grid Az
 CD0955:SPC TX C     -  SHEEP                                    081 51 04.9
 CD0955:UTM  13      -  SHEEP                                    079 26 39.7
 CD0955
 CD0955|---------------------------------------------------------------------|
 CD0955| PID    Reference Object                     Distance      Geod. Az  |
 CD0955|                                                           dddmmss.s |
 CD0955| CD0952 SHEEP                               APPROX. 4.6 KM 0794120.8 |
 CD0955|---------------------------------------------------------------------|
 CD0955
 CD0955                          SUPERSEDED SURVEY CONTROL
 CD0955
 CD0955  NAD 83(1986)-  31 29 21.86983(N)    104 31 53.10626(W) AD(       ) 3
 CD0955  NAD 27      -  31 29 21.41436(N)    104 31 51.34273(W) AD(       ) 3
 CD0955
 CD0955.Superseded values are not recommended for survey control.
 CD0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0955.See file dsdata.txt to determine how the superseded data were derived.
 CD0955
 CD0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ4450483938(NAD 83)
 CD0955_MARKER: DD = SURVEY DISK
 CD0955_SETTING: 0 = UNSPECIFIED SETTING
 CD0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0955
 CD0955  HISTORY     - Date     Condition        Report By
 CD0955  HISTORY     - 1946     MONUMENTED       USGS
 CD0955
 CD0955                          STATION DESCRIPTION
 CD0955
 CD0955'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CD0955'STATION LOCATED APPROXIMATELY 1.5 MI. SW. OF MONTGOMERY RANCH HOUSE,
 CD0955'7 MI. S. AND W. OF K. C. RANCH AND APPROXIMATELY 6 MI. W. OF THE
 CD0955'JUNCTION OF VAN HORN - STATE LINE ROAD WITH BURCHARD RANCH ROAD.  ON
 CD0955'W. END AND HIGHEST PART OF LOW RIDGE THAT IS JUST S. OF MONTGOMERY
 CD0955'RANCH HOUSE.
 CD0955'
 CD0955'TO REACH FROM VAN HORN, GO E. ON U.S. HIGHWAY 80, 8 MI. AND JUST AFTER
 CD0955'CROSSING WILDHORSE CREEK, TAKE T-RD. NE. /THIS RD. IS KNOWN LOCALLY AS
 CD0955'VAN HORN - STATE LINE CO. RD./.  FOLLOW THIS DIRT BLADED RD. 45 MI.
 CD0955'IN A GENERAL NNE. DIRECTION TO MONTGOMERY RANCH HOUSE.  FROM RANCH
 CD0955'FOLLOW PASTURE RD. IN A GENERAL WESTERN DIRECTION 1 MI. TO RANCH
 CD0955'SHEARING PENS.  STATION IS 0.5 MI. SW. AND ON W. END OF RIDGE.
 CD0955'
 CD0955'STATION MARK--STANDARD TABLET SET IN ROUND CONCRETE POST 6 IN. ABOVE
 CD0955'GROUND, STAMPED ---JONES 1946---.
 CD0955'
 CD0955'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0838 ***********************************************************************
 CV0838  DESIGNATION -  JONES
 CV0838  PID         -  CV0838
 CV0838  STATE/COUNTY-  TX/YOAKUM
 CV0838  USGS QUAD   -  HUMBLE CITY NE (1979)
 CV0838
 CV0838                         *CURRENT SURVEY CONTROL
 CV0838  ___________________________________________________________________
 CV0838* NAD 83(1993)-  32 57 34.25934(N)    103 01 45.85542(W)     ADJUSTED  
 CV0838* NAVD 88     -      1135.7    (meters)    3726.     (feet)  VERTCON   
 CV0838  ___________________________________________________________________
 CV0838  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CV0838  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 CV0838
 CV0838  HORZ ORDER  -  FIRST
 CV0838
 CV0838.The horizontal coordinates were established by classical geodetic methods
 CV0838.and adjusted by the National Geodetic Survey in February 1996..
 CV0838
 CV0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0838
 CV0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0838
 CV0838.The geoid height was determined by GEOID03.
 CV0838
 CV0838;                    North         East     Units Scale Factor Converg.
 CV0838;SPC TXNC     - 2,152,490.314   176,703.975   MT  0.99987391   -2 28 13.1
 CV0838;SPC TXNC     - 7,061,961.97    579,736.29   sFT  0.99987391   -2 28 13.1
 CV0838;SPC NM E     -   218,018.932   286,905.227   MT  1.00009227   +0 42 34.1
 CV0838;SPC NM E     -   715,283.78    941,288.23   sFT  1.00009227   +0 42 34.1
 CV0838;UTM  13      - 3,648,522.551   684,183.798   MT  1.00001829   +1 04 20.6
 CV0838
 CV0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0838!SPC TXNC     -   0.99982513  x   0.99987391  =   0.99969906
 CV0838!SPC NM E     -   0.99982513  x   1.00009227  =   0.99991738
 CV0838!UTM  13      -   0.99982513  x   1.00001829  =   0.99984342
 CV0838
 CV0838|---------------------------------------------------------------------|
 CV0838| PID    Reference Object                     Distance      Geod. Az  |
 CV0838|                                                           dddmmss.s |
 CV0838| CH9676 JONES RM 1                           38.917 METERS 01735     |
 CV0838| CH9675 JONES AZ MK                                        0560924.6 |
 CV0838| CH9677 JONES RM 2                           31.489 METERS 27622     |
 CV0838| DQ0776 FILLINGIM                           APPROX. 7.0 KM 3545854.8 |
 CV0838|---------------------------------------------------------------------|
 CV0838
 CV0838                          SUPERSEDED SURVEY CONTROL
 CV0838
 CV0838  NAD 83(1993)-  32 57 34.26084(N)    103 01 45.85500(W) AD(       ) 1
 CV0838  NAD 83(1986)-  32 57 34.26470(N)    103 01 45.85231(W) AD(       ) 1
 CV0838  NAD 27      -  32 57 33.88800(N)    103 01 44.06500(W) AD(       ) 1
 CV0838  NGVD 29 (07/19/86) 1135.3    (m)         3725.     (f) VERT ANG       
 CV0838
 CV0838.Superseded values are not recommended for survey control.
 CV0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0838.See file dsdata.txt to determine how the superseded data were derived.
 CV0838
 CV0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS8418448523(NAD 83)
 CV0838_MARKER: DS = TRIANGULATION STATION DISK
 CV0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0838
 CV0838  HISTORY     - Date     Condition        Report By
 CV0838  HISTORY     - 1935     MONUMENTED       CGS
 CV0838  HISTORY     - 1938     GOOD             CGS
 CV0838  HISTORY     - 1945     GOOD             CGS
 CV0838  HISTORY     - 1946     POOR             LOCENG
 CV0838  HISTORY     - 1952     GOOD             ATRECO
 CV0838  HISTORY     - 1954     GOOD             CGS
 CV0838  HISTORY     - 1957     POOR             LOCENG
 CV0838
 CV0838                          STATION DESCRIPTION
 CV0838
 CV0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CV0838'ABOUT 21 MILES SOUTHWEST OF PLAINS, IN SECTION 7, BLOCK A 6,
 CV0838'IN A SANDY PASTURE BELONGING TO THE J RANCH, AND ABOUT 0.3
 CV0838'MILE SOUTH OF THE COUNTY LINE.  TO REACH FROM PLAINS, GO WEST ON
 CV0838'A GRADED ROAD 0.3 MILE, TURN SOUTH AND GO 1.5 MILES, TURN
 CV0838'WEST AND GO 4.0 MILES, TURN SOUTH AND GO 7.0 MILES TO A WHITE
 CV0838'SCHOOLHOUSE ON THE WEST SIDE OF THE ROAD, GO SOUTH FROM
 CV0838'SCHOOL 7.0 MILES, TURN WEST ON THE COUNTY LINE ROAD AND GO
 CV0838'6.0 MILES TO A CATTLE GUARD, CONTINUE WEST 2.2 MILES, LET
 CV0838'DOWN FENCE ON THE SOUTH SIDE OF THE ROAD AND GO 0.3 MILE TO
 CV0838'THE STATION.  THE SURFACE, UNDERGROUND, REFERENCE, AND
 CV0838'AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CV0838'REFERENCE MARK NO. 1 IS 127.68
 CV0838'FEET FROM STATION N 17 DEG 35 MIN E. AND NO. 2 IS
 CV0838'103.31 FEET FROM STATION N 83 DEG 37 MIN W.  THE
 CV0838'AZIMUTH MARK IS 1-1/2 FEET SOUTH OF THE FENCE ON THE SOUTH
 CV0838'SIDE OF THE ROAD AT A POINT 0.4 MILE EAST OF THE
 CV0838'STATION, AND 0.5 MILE FROM THE STATION N 56 DEG 09 MIN E.
 CV0838
 CV0838                          STATION RECOVERY (1945)
 CV0838
 CV0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CV0838'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  STATION AND
 CV0838'REFERENCE MARKS ARE IN GOOD CONDITION.  DISTANCES TO REFERENCE
 CV0838'MARKS NOT CHECKED.
 CV0838
 CV0838                          STATION RECOVERY (1946)
 CV0838
 CV0838'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (FWG)
 CV0838'RECOVERED BY GEOTECHNICAL CORP
 CV0838'
 CV0838'STATION KNOCKED OVER BY GRADER.
 CV0838
 CV0838                          STATION RECOVERY (1952)
 CV0838
 CV0838'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1952 (JPR)
 CV0838'STATION MARK AND REFERENCE MARKS RECOVERED AND ARE IN GOOD
 CV0838'CONDITION.
 CV0838'
 CV0838'AZIMUTH MARK HAS BEEN MOVED AN UNDETERMINED DISTANCE BY ROAD
 CV0838'MACHINERY AND WAS FOUND LOOSE IN RIGHT-OF-WAY.  NO EFFORT WAS
 CV0838'MADE TO FIND UNDERGROUND MARK.
 CV0838
 CV0838                          STATION RECOVERY (1954)
 CV0838
 CV0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GAH)
 CV0838'THE AZIMUTH MARKER IS COMPLETE WITH BRASS PLATE, BUT HAS BEEN
 CV0838'TORN OUT.  IT IS LYING ALONG THE N SIDE OF THE PAVED ROAD.
 CV0838'IT IS 1 MI. E OF THE NEW MEXICO STATE LINE.
 CV0838
 CV0838                          STATION RECOVERY (1957)
 CV0838
 CV0838'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 CV0838'RECOVERED BY EMPIRE GEOPHYSICAL CO.
 CV0838'
 CV0838'REPORT OF MR. PLIANT, EMPIRE GEOPHYSICAL CO., HOBBS, NEW
 CV0838'MEXICO--
 CV0838'
 CV0838'THE BASE HAS BEEN COMPLETELY UPROOTED FROM THE ORIGINAL POSITION
 CV0838'OF THE AZIMUTH MARK AND HAD BEEN MOVED A CONSIDERABLE DISTANCE.
 CV0838'I REMOVED THE BRASS PLATE FROM THE POSITION IN THE CONCRETE
 CV0838'BASE AND IMMEDIATELY NOTIFIED YOUR OFFICE OF THE DESTRUCTION
 CV0838'OF THE AZIMUTH MARKER.
 CV0838'
 CV0838'OFFICE NOTE--REFERENCE MARK DISK STAMPED JONES AZIMUTH 1935
 CV0838'RECEIVED AT THIS OFFICE 3/7/57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5982 ***********************************************************************
 AW5982  DESIGNATION -  JONES 1933
 AW5982  PID         -  AW5982
 AW5982  STATE/COUNTY-  TX/GALVESTON
 AW5982  USGS QUAD   -  VIRGINIA POINT (1994)
 AW5982
 AW5982                         *CURRENT SURVEY CONTROL
 AW5982  ___________________________________________________________________
 AW5982* NAD 83(1993)-  29 17 45.93589(N)    094 55 28.38061(W)     ADJUSTED  
 AW5982* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW5982  ___________________________________________________________________
 AW5982  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AW5982  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW5982
 AW5982  HORZ ORDER  -  THIRD
 AW5982
 AW5982.The horizontal coordinates were established by classical geodetic methods
 AW5982.and adjusted by the National Geodetic Survey in February 1996..
 AW5982
 AW5982.The orthometric height was scaled from a topographic map.
 AW5982
 AW5982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW5982
 AW5982.The geoid height was determined by GEOID03.
 AW5982
 AW5982;                    North         East     Units Scale Factor Converg.
 AW5982;SPC TXSC     - 4,169,010.070   995,836.196   MT  0.99986347   +1 59 47.8
 AW5982;SPC TXSC     -13,677,827.20  3,267,172.59   sFT  0.99986347   +1 59 47.8
 AW5982;UTM  15      - 3,242,327.545   313,067.200   MT  1.00003120   -0 56 31.2
 AW5982
 AW5982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW5982!SPC TXSC     -   1.00000404  x   0.99986347  =   0.99986751
 AW5982!UTM  15      -   1.00000404  x   1.00003120  =   1.00003524
 AW5982
 AW5982:                Primary Azimuth Mark                     Grid Az
 AW5982:SPC TXSC     -  TEXAS CITY MONSANTO CHEM CO TK           015 39 42.5
 AW5982:UTM  15      -  TEXAS CITY MONSANTO CHEM CO TK           018 36 01.5
 AW5982
 AW5982|---------------------------------------------------------------------|
 AW5982| PID    Reference Object                     Distance      Geod. Az  |
 AW5982|                                                           dddmmss.s |
 AW5982| AW6020 TEXAS CITY MONSANTO CHEM CO TK      APPROX. 9.6 KM 0173930.3 |
 AW5982| AW5984 GALVESTON FREEPORT RNG F R LT       APPROX. 1.6 KM 1084820.1 |
 AW5982| AW5977 GALVESTON FREEPORT RNG E R LT       APPROX. 4.0 KM 1152728.0 |
 AW5982| AW5980 GALVESTON FREEPORT RNG E F LT       APPROX. 3.2 KM 1173639.0 |
 AW5982| AW5983 GALVESTON FREEPORT RNG D R LT       APPROX. 3.3 KM 1305734.1 |
 AW5982| AW5985 GALVESTON FREEPORT RNG F F LT       APPROX. 0.9 KM 1351005.8 |
 AW5982|---------------------------------------------------------------------|
 AW5982
 AW5982                          SUPERSEDED SURVEY CONTROL
 AW5982
 AW5982  NAD 83(1986)-  29 17 45.95015(N)    094 55 28.36152(W) AD(       ) 3
 AW5982  NAD 27      -  29 17 45.09840(N)    094 55 27.64420(W) AD(       ) 3
 AW5982
 AW5982.Superseded values are not recommended for survey control.
 AW5982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5982.See file dsdata.txt to determine how the superseded data were derived.
 AW5982
 AW5982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1306742328(NAD 83)
 AW5982_MARKER: DS = TRIANGULATION STATION DISK
 AW5982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW5982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW5982
 AW5982  HISTORY     - Date     Condition        Report By
 AW5982  HISTORY     - 1933     MONUMENTED       CGS
 AW5982  HISTORY     - 1947     GOOD             CGS
 AW5982  HISTORY     - 1960     GOOD             CGS
 AW5982  HISTORY     - 1962     GOOD             CGS
 AW5982  HISTORY     - 1963     GOOD             CGS
 AW5982  HISTORY     - 19890614 MARK NOT FOUND   USPSQD
 AW5982  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW5982
 AW5982                          STATION DESCRIPTION
 AW5982
 AW5982'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW5982'ON A PENINSULA BETWEEN THE E EXTREMITY OF WEST BAY AND JONES
 AW5982'LAKE, 1.7 MILES N. 71-1/2 DEG E. (TRUE BEARING) FROM THE
 AW5982'W END OF THE GALVESTON CAUSEWAY, 560 METERS WNW TO THE MOST
 AW5982'W POINT OF THE PENINSULA, 62 METERS N TO THE S SHORE OF JONES
 AW5982'LAKE AT THE MOUTH OF THE FIRST BAYOU E OF W END OF THE PENINSULA.
 AW5982'
 AW5982'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 AW5982'IN CONCRETE.
 AW5982'
 AW5982'BEARINGS ARE AS FOLLOWS--CONCRETE STACK OF TEXAS CITY SUGAR
 AW5982'REFINERY S 19 DEG W.  E POWER-TRANSMISSION TOWER AT THE E
 AW5982'END OF THE LEFT SPAN OF THE GALVESTON CAUSEWAY S 88 DEG 30 MIN W.
 AW5982'AND BEACON 5 WEST BAY N 65 DEG 30 MIN W.
 AW5982'
 AW5982'HEIGHT OF LIGHT ABOVE STATION MARK - 2.5 METERS.
 AW5982
 AW5982                          STATION RECOVERY (1947)
 AW5982
 AW5982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW5982'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS
 AW5982'AND ADDITIONS--
 AW5982'
 AW5982'1.  STATION IS NOT AT THE MOUTH OF THE FIRST BAYOU E OF
 AW5982'THE W END OF THE PENINSULA.  THAT PART OF THE DESCRIPTION
 AW5982'SHOULD READ 62 METERS N OF THE N SHORE OF W BAY.
 AW5982'
 AW5982'2.  STATION IS ON THE TOP OF THE W OF TWO SHELL MOUNDS IN
 AW5982'THE MARSH.
 AW5982
 AW5982                          STATION RECOVERY (1960)
 AW5982
 AW5982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW5982'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 AW5982'ADEQUATE WITH THE FOLLOWING CORRECTIONS.
 AW5982'
 AW5982'(1) THE PENINSULA IS NOW AN ISLAND.
 AW5982'
 AW5982'(2) THE STATION IS 190.0 FEET NORTH OF THE NORTH SHORE OF
 AW5982'WEST BAY AND ON A LOW ISLAND IN THE MARSH.
 AW5982'
 AW5982'(3) A WITNESS POST IS 1.5 FEET SOUTH OF THE STATION.
 AW5982'
 AW5982'(4) THE DISK IS STAMPED JONES 1933 AND THE MONUMENT PROJECTS
 AW5982'3 INCHES.
 AW5982
 AW5982                          STATION RECOVERY (1962)
 AW5982
 AW5982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GEV)
 AW5982'RECOVERED IN GOOD CONDITION--DESCRIPTION PLUS 1960 RECOVERY
 AW5982'NOTE ADEQUATE.
 AW5982
 AW5982                          STATION RECOVERY (1963)
 AW5982
 AW5982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GEV)
 AW5982'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION
 AW5982'IS ADEQUATE.
 AW5982
 AW5982                          STATION RECOVERY (1989)
 AW5982
 AW5982'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW5982'MARK NOT FOUND.
 AW5982
 AW5982                          STATION RECOVERY (1995)
 AW5982
 AW5982'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0670 ***********************************************************************
 DO0670  DESIGNATION -  JONES AZ MK
 DO0670  PID         -  DO0670
 DO0670  STATE/COUNTY-  TX/CLAY
 DO0670  USGS QUAD   -  VASHTI (1963)
 DO0670
 DO0670                         *CURRENT SURVEY CONTROL
 DO0670  ___________________________________________________________________
 DO0670* NAD 83(1993)-  33 31 30.11701(N)    098 04 00.20784(W)     ADJUSTED  
 DO0670* NAVD 88     -       338.     (meters)    1109.     (feet)  VERTCON   
 DO0670  ___________________________________________________________________
 DO0670  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 DO0670  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DO0670
 DO0670  HORZ ORDER  -  SECOND
 DO0670
 DO0670.The horizontal coordinates were established by classical geodetic methods
 DO0670.and adjusted by the National Geodetic Survey in February 1996..
 DO0670
 DO0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0670
 DO0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0670
 DO0670.The geoid height was determined by GEOID03.
 DO0670
 DO0670;                    North         East     Units Scale Factor Converg.
 DO0670;SPC TXNC     - 2,206,159.975   640,245.608   MT  0.99990666   +0 14 10.7
 DO0670;SPC TXNC     - 7,238,043.18  2,100,539.13   sFT  0.99990666   +0 14 10.7
 DO0670;UTM  14      - 3,709,884.404   586,664.201   MT  0.99969259   +0 30 55.7
 DO0670
 DO0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0670!SPC TXNC     -   0.99995123  x   0.99990666  =   0.99985790
 DO0670!UTM  14      -   0.99995123  x   0.99969259  =   0.99964384
 DO0670
 DO0670                          SUPERSEDED SURVEY CONTROL
 DO0670
 DO0670  NAD 83(1993)-  33 31 30.11835(N)    098 04 00.20582(W) AD(       ) 2
 DO0670  NAD 83(1986)-  33 31 30.12013(N)    098 04 00.19415(W) AD(       ) 2
 DO0670  NAD 27      -  33 31 29.73698(N)    098 03 59.04893(W) AD(       ) 2
 DO0670  NGVD 29 (07/19/86)  338.     (m)         1109.     (f) VERT ANG       
 DO0670
 DO0670.Superseded values are not recommended for survey control.
 DO0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0670.See file dsdata.txt to determine how the superseded data were derived.
 DO0670
 DO0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC8666409884(NAD 83)
 DO0670_MARKER: DZ = AZIMUTH MARK DISK
 DO0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0670
 DO0670  HISTORY     - Date     Condition        Report By
 DO0670  HISTORY     - 1956     MONUMENTED       CGS
 DO0670  HISTORY     - 1978     GOOD             NGS
 DO0670
 DO0670                          STATION DESCRIPTION
 DO0670
 DO0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0670'THE STATION IS LOCATED 7-1/2 MILES SOUTH-SOUTHWEST OF BELLEVUE,
 DO0670'3 MILES SOUTHWEST OF VASHTI, AT A FARM ROAD INTERSECTION, AT
 DO0670'THE EDGE OF A 6 FOOT DEEP DITCH ALONG THE EDGE
 DO0670'OF A PASTURE.  PROPERTY OWNER UNKNOWN.
 DO0670'
 DO0670'TO REACH THE STATION FROM THE JUNCTION OF FARM MARKET ROADS 174
 DO0670'AND 1288 IN VASHTI, GO WEST ON ROAD 174 FOR 1.4 MILES TO A
 DO0670'CROSSROAD.  TURN LEFT, SOUTH, ON A DIRT ROAD FOR 2.1 MILES TO
 DO0670'AN OFFSET CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE OF
 DO0670'THE INTERSECTION.
 DO0670'
 DO0670'STATION MARK, STAMPED---JONES 1902 1956---, IS A STANDARD
 DO0670'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DO0670'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS 90 FEET WEST
 DO0670'OF A ROAD CENTER, 31 FEET SOUTH OF A ROAD CENTER, 15 FEET WEST
 DO0670'OF A METAL FENCE CORNER POST, 2 FEET SOUTH OF A METAL WITNESS
 DO0670'POST IN THE FENCE LINE.
 DO0670'
 DO0670'STATION WAS NOT OCCUPIED AT THIS TIME.
 DO0670'AN EDM TIE WAS MADE TO STATION JONES 1902.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9234 ***********************************************************************
 AF9234  DESIGNATION -  JONES ET
 AF9234  PID         -  AF9234
 AF9234  STATE/COUNTY-  TX/CROSBY
 AF9234  USGS QUAD   -  SMITH TANK (1981)
 AF9234
 AF9234                         *CURRENT SURVEY CONTROL
 AF9234  ___________________________________________________________________
 AF9234* NAD 83(1993)-  33 24 46.37470(N)    101 05 40.03132(W)     ADJUSTED  
 AF9234* NAVD 88     -       755.70   (+/-2cm)    2479.3    (feet)  VERTCON   
 AF9234  ___________________________________________________________________
 AF9234  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AF9234  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AF9234
 AF9234  HORZ ORDER  -  THIRD
 AF9234  VERT ORDER  -  THIRD ? (See Below)
 AF9234
 AF9234.The horizontal coordinates were established by classical geodetic methods
 AF9234.and adjusted by the National Geodetic Survey in July 1998..
 AF9234
 AF9234.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9234.The vertical order pertains to the NGVD 29 superseded value.
 AF9234
 AF9234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9234
 AF9234.The geoid height was determined by GEOID03.
 AF9234
 AF9234;                    North         East     Units Scale Factor Converg.
 AF9234;SPC TXNC     - 2,196,618.742   358,726.087   MT  0.99989243   -1 24 54.0
 AF9234;SPC TXNC     - 7,206,739.99  1,176,920.50   sFT  0.99989243   -1 24 54.0
 AF9234;UTM  14      - 3,699,021.306   305,244.079   MT  1.00006765   -1 09 13.4
 AF9234
 AF9234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9234!SPC TXNC     -   0.99988533  x   0.99989243  =   0.99977777
 AF9234!UTM  14      -   0.99988533  x   1.00006765  =   0.99995297
 AF9234
 AF9234                          SUPERSEDED SURVEY CONTROL
 AF9234
 AF9234  NGVD 29 (07/17/98)  755.44   (m)         2478.5    (f) LEVELING    3  
 AF9234
 AF9234.Superseded values are not recommended for survey control.
 AF9234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9234.See file dsdata.txt to determine how the superseded data were derived.
 AF9234
 AF9234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0524499021(NAD 83)
 AF9234_MARKER: DS = TRIANGULATION STATION DISK
 AF9234
 AF9234  HISTORY     - Date     Condition        Report By
 AF9234  HISTORY     - 1960     MONUMENTED       USGS
 AF9234
 AF9234                          STATION DESCRIPTION
 AF9234
 AF9234'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AF9234'STATION IS LOCATED ABOUT 3.0 MI. E. OF KALGARY, TEXAS, AND ABOUT 14.5
 AF9234'MI. WSW. OF SPUR, TEXAS, ON SHARP TOP, 0.45 MI. S. OF THE JONES RANCH
 AF9234'HOUSE.
 AF9234'STATION WAS REACHED FROM SPUR BY GOING S. AND W. ON FARM ROAD 261 FOR
 AF9234'14.7 MI. TO LANE LEADING N. TO JONES RANCH, THENCE N. ON RANCH RD. 0.2
 AF9234'MI. TO STATION SITE AT RIGHT.  STATION IS ON POINT OF SHARP RIDGE
 AF9234'ABOUT 250 FT. E. OF RANCH RD.
 AF9234'RECOVERED BY USGS IN 1961 AND 1966.
 AF9234'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.2 FT.
 AF9234'ABOVE GROUND, STAMPED---JONES - ET 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0668 ***********************************************************************
 DO0668  DESIGNATION -  JONES RESET
 DO0668  PID         -  DO0668
 DO0668  STATE/COUNTY-  TX/CLAY
 DO0668  USGS QUAD   -  VASHTI (1963)
 DO0668
 DO0668                         *CURRENT SURVEY CONTROL
 DO0668  ___________________________________________________________________
 DO0668* NAD 83(1993)-  33 31 21.74155(N)    098 04 53.71331(W)     ADJUSTED  
 DO0668* NAVD 88     -       366.59   (+/-2cm)    1202.7    (feet)  VERTCON   
 DO0668  ___________________________________________________________________
 DO0668  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DO0668  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DO0668
 DO0668  HORZ ORDER  -  FIRST
 DO0668  VERT ORDER  -  THIRD ? (See Below)
 DO0668
 DO0668.The horizontal coordinates were established by classical geodetic methods
 DO0668.and adjusted by the National Geodetic Survey in February 1996..
 DO0668
 DO0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0668.The vertical order pertains to the NGVD 29 superseded value.
 DO0668
 DO0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0668
 DO0668.The geoid height was determined by GEOID03.
 DO0668
 DO0668;                    North         East     Units Scale Factor Converg.
 DO0668;SPC TXNC     - 2,205,896.362   638,866.100   MT  0.99990632   +0 13 41.5
 DO0668;SPC TXNC     - 7,237,178.31  2,096,013.20   sFT  0.99990632   +0 13 41.5
 DO0668;UTM  14      - 3,709,614.132   585,286.290   MT  0.99968967   +0 30 26.1
 DO0668
 DO0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0668!SPC TXNC     -   0.99994674  x   0.99990632  =   0.99985306
 DO0668!UTM  14      -   0.99994674  x   0.99968967  =   0.99963643
 DO0668
 DO0668|---------------------------------------------------------------------|
 DO0668| PID    Reference Object                     Distance      Geod. Az  |
 DO0668|                                                           dddmmss.s |
 DO0668| CX8427 JONES RM 2                           22.846 METERS 00834     |
 DO0668| DO0664 ATT CO RELAY TOWER KKO 30           APPROX.19.4 KM 0172332.2 |
 DO0668| DO0665 BELLEVUE MUNICIPAL TANK             APPROX.14.0 KM 0260642.4 |
 DO0668| DN1398 BOWIE STANDPIPE USGS                APPROX.21.9 KM 0771259.5 |
 DO0668| DN1401 BOWIE NATIONAL HOTEL CUPOLA         APPROX.22.0 KM 0785340.0 |
 DO0668| DO0671 JONES 1902 TPT                       11.045 METERS 07921     |
 DO0668| DO0670 JONES AZ MK                         APPROX. 1.4 KM 0792435.3 |
 DO0668| CX8424 JONES AZ MK                                        0794431.2 |
 DO0668| CX8426 JONES RM 1                           99.093 METERS 27601     |
 DO0668| CX8425 JONES RM                             19.028 METERS 27602     |
 DO0668|---------------------------------------------------------------------|
 DO0668
 DO0668                          SUPERSEDED SURVEY CONTROL
 DO0668
 DO0668  NAD 83(1993)-  33 31 21.74284(N)    098 04 53.71128(W) AD(       ) 1
 DO0668  NAD 83(1986)-  33 31 21.74463(N)    098 04 53.69961(W) AD(       ) 1
 DO0668  NAD 27      -  33 31 21.36160(N)    098 04 52.55280(W) AD(       ) 1
 DO0668  NGVD 29 (07/19/86)  366.66   (m)         1203.0    (f) LEVELING    3  
 DO0668
 DO0668.Superseded values are not recommended for survey control.
 DO0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0668.See file dsdata.txt to determine how the superseded data were derived.
 DO0668
 DO0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC8528609614(NAD 83)
 DO0668_MARKER: DS = TRIANGULATION STATION DISK
 DO0668_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DO0668_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DO0668
 DO0668  HISTORY     - Date     Condition        Report By
 DO0668  HISTORY     - 1950     MONUMENTED       CGS
 DO0668  HISTORY     - 1955     GOOD             CGS
 DO0668  HISTORY     - 1956     GOOD             CGS
 DO0668  HISTORY     - 1960     GOOD             CGS
 DO0668  HISTORY     - 1961     GOOD             CGS
 DO0668  HISTORY     - 1966     GOOD             CGS
 DO0668  HISTORY     - 1967     GOOD             CGS
 DO0668  HISTORY     - 1975     GOOD             NGS
 DO0668  HISTORY     - 1978     GOOD             NGS
 DO0668
 DO0668                          STATION DESCRIPTION
 DO0668
 DO0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (APR)
 DO0668'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  A COMPLETE
 DO0668'NEW DESCRIPTION IS AS FOLLOWS--STATION IS ABOUT 2-1/4 MILES S.
 DO0668'AND 3 MILES W. OF THE TOWN OF VASHTI, 2 MILES S. AND 3-1/2
 DO0668'MILES E. OF BUFFALO SPRINGS, ON A PROMINENT, BARE PASTURE HILL
 DO0668'ABOUT 0.2 MILE SE. FROM THE FARMHOUSE OF THE OWNER, MR. T.J.
 DO0668'CAMPBELL.
 DO0668'
 DO0668'THE UNDERGROUND STATION MARK IS A NAIL IN A TERRA-COTTA PIPE
 DO0668'FILLED WITH AND SURROUNDED WITH CONCRETE, 3 FEET BELOW THE
 DO0668'SURFACE OF THE GROUND.  THE SURFACE MARK WAS REBUILT AND RESET
 DO0668'IN 1950.  IT IS A STANDARD DISK STAMPED JONES 1902, SET IN THE
 DO0668'CENTER OF A TERRA-COTTA PIPE FILLED WITH AND SURROUNDED WITH
 DO0668'CONCRETE ABOUT 24 INCHES IN DIAMETER AND 8 INCHES BELOW THE
 DO0668'SURFACE OF THE GROUND.  THE SURFACE MARK WAS PLUMBED OVER
 DO0668'THE SUB-SURFACE MARK.  THE STATION IS 62 FEET SOUTH OF A FENCE
 DO0668'CORNER ON THE SOUTH SLOPE OF A LOW, PASTURE HILL.
 DO0668'
 DO0668'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED JONES 1902
 DO0668'NO. 1, SET IN A TERRA-COTTA PIPE FILLED AND SURROUNDED WITH
 DO0668'CONCRETE ABOUT 1 FOOT IN DIAMETER, ON THE LOW SLOPE OF THE HILL,
 DO0668'WNW OF THE STATION, AT THE JUNCTION OF THE OLD FENCE ROWS, NOW
 DO0668'MARKED ONLY WITH RIDGES OF SOD.  IT IS A FLUSH MARK IDENTICAL
 DO0668'TO THE ORIGINAL MARK IS POSITION, 99.028 METERS (324.89 FEET)
 DO0668'FROM THE STATION N 83 DEG 58 MIN W.
 DO0668'
 DO0668'REFERENCE NO. 2 SET IN 1950 IS A STANDARD DISK STAMPED JONES
 DO0668'1902 NO. 2 1950 SET IN A CONCRETE MONUMENT, AT THE HIGHEST
 DO0668'POINT OF THE HILL, 12 FEET N. OF THE FENCE CORNER 22.820 METERS
 DO0668'(74.870 FEET) FROM THE STATION N 8 DEG 36 MIN 25 SEC E AND
 DO0668'PROJECTING ABOUT 3 INCHES.
 DO0668'
 DO0668'TO REACH FROM BUFFALO SPRINGS, GO S. FROM THE CROSSROADS
 DO0668'2.0 MILES, THEN TURN LEFT AND GO E. ON A MAIN GRADED ROAD 3.5
 DO0668'MILES TO THE CAMPBELL HOUSE ON THE RIGHT.  TURN IN THROUGH
 DO0668'THE BARNYARD TO THE WEST OF THE HOUSE, PASSING OUT THROUGH THE
 DO0668'LANE TO THE E. PASSING ALONG THE SOUTH SIDE OF THE HOUSE,
 DO0668'TO THE FENCE CORNER AND THEN SOUTH ALONG THE EAST SIDE OF THE
 DO0668'OLD FIELD TO THE TOP OF THE HILL AND THE STATION 0.3 MILE FROM
 DO0668'THE HOUSE.
 DO0668
 DO0668                          STATION RECOVERY (1955)
 DO0668
 DO0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HWH)
 DO0668'THIS STATION RECOVERED IN GOOD CONDITION.
 DO0668
 DO0668                          STATION RECOVERY (1956)
 DO0668
 DO0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RLE)
 DO0668'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 DO0668'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 DO0668'AZIMUTH MARK WAS ESTABLISHED.
 DO0668'
 DO0668'FOLLOWING IS A NEW DESCRIPTION--
 DO0668'
 DO0668'THE STATION IS LOCATED ABOUT 13.0 MILES WEST-SOUTHWEST OF BOWIE,
 DO0668'8.0 MILES SOUTH-SOUTHWEST OF BELLEVUE AND 3.5 MILES SOUTHWEST
 DO0668'OF THE VILLAGE OF VASHTI ON THE HIGHEST POINT OF A LOW GRASS
 DO0668'COVERED HILL THAT IS NEAR THE CENTER OF A PASTURE.  IT IS ABOUT
 DO0668'300 FEET EAST OF SOME SMALL TREES AND 6 FEET EAST OF A WITNESS
 DO0668'POST.  THE MARK IS STAMPED JONES 1902 AND IS 10 INCHES BELOW THE
 DO0668'GROUND SURFACE.
 DO0668'
 DO0668'REFERENCE MARK NO. 1 IS JUST WEST OF THE SMALL TREES AND IS
 DO0668'ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 DO0668'JONES NO 1 1902 AND PROJECTS 1 INCH.
 DO0668'
 DO0668'REFERENCE MARK NO. 2 IS ON ABOUT THE SAME ELEVATION AS THE
 DO0668'STATION.  IT IS STAMPED JONES NO 2 1902 1950 AND PROJECTS 1
 DO0668'INCH.
 DO0668'
 DO0668'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY IN THE SOUTHWEST
 DO0668'ANGLE OF A CROSSROAD, 90 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 DO0668'ROAD, 30 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT
 DO0668'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED JONES 1902 1956
 DO0668'AND PROJECTS 2 INCHES.
 DO0668'
 DO0668'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 174 AND
 DO0668'FARM ROAD 1288 IN THE VILLAGE OF VASHTI, (10 MILES WEST
 DO0668'OF BOWIE) GO WEST ON FARM ROAD 174 FOR 1.4 MILES TO A CROSSROAD,
 DO0668'TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 2.05 MILES TO ANOTHER
 DO0668'CROSSROAD AND AZIMUTH MARK IN SOUTHWEST ANGLE.  TURN LEFT
 DO0668'AND GO WEST FOR 0.9 MILE TO A FARM HOUSE ON THE LEFT AND A WIRE
 DO0668'GATE JUST WEST OF HOUSE, TURN LEFT THROUGH GATE AND GO
 DO0668'SOUTH-SOUTHEAST ACROSS PASTURE FOR 0.2 MILE TO THE HIGHEST
 DO0668'POINT OF HILL AND STATION AS DESCRIBED.
 DO0668
 DO0668                          STATION RECOVERY (1960)
 DO0668
 DO0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DO0668'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DO0668'
 DO0668'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DO0668
 DO0668                          STATION RECOVERY (1961)
 DO0668
 DO0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 DO0668'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 DO0668'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 DO0668
 DO0668                          STATION RECOVERY (1966)
 DO0668
 DO0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0668'THE STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION,
 DO0668'THE ROUTING TO THE STATION IS ALSO ADEQUATE.
 DO0668'
 DO0668'THIS STATION NOT OCCUPIED.
 DO0668'
 DO0668'THE ABOVE INFORMATION FURNISHED BY RECONNAISSANCE AND BUILDING
 DO0668'FOREMAN.
 DO0668
 DO0668                          STATION RECOVERY (1967)
 DO0668
 DO0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 DO0668'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DO0668'DISTANCES COMPARED FAVORABLY.  A DIFFERENCE IN DIRECTIONS WAS
 DO0668'FOUND.
 DO0668'
 DO0668'THE STATION IS LOCATED IN PASTURE LAND ON THE HIGHEST POINT OF A
 DO0668'LOW HILL ABOUT 13 MILES WEST-SOUTHWEST OF BOWIE, 8 MILES SOUTHWEST
 DO0668'OF BELLEVUE, 3-1/2 MILES SOUTHWEST OF THE VILLAGE OF VASHTI ON
 DO0668'PROPERTY OWNED BY MR. TOM CAMPBELL.
 DO0668'
 DO0668'THE STATION IS A STANDARD DISK, STAMPED, JONES 1902, SET IN THE
 DO0668'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 10 INCHES BELOW
 DO0668'THE SURFACE OF THE GROUND.  IT IS 4 FEET WEST OF A METAL WITNESS
 DO0668'POST WITH SIGN ATTACHED.
 DO0668'
 DO0668'TO REACH FROM JUNCTION WITH FARM ROAD 174 AND FARM ROAD 1288 IN THE
 DO0668'SMALL VILLAGE OF VASHTI, GO WEST ON FARM ROAD 174 FOR 1.4 MILES
 DO0668'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 2.05
 DO0668'MILES TO A CROSSROAD AND AZIMUTH MARK IN THE SOUTHWEST ANGLE OF
 DO0668'CROSSROADS.  TURN RIGHT AND GO WEST ON GRADED ROAD FOR 0.9 MILE
 DO0668'TO FARM HOUSE ON LEFT AND GATE JUST WEST OF HOUSE.  TURN LEFT
 DO0668'AND GO SOUTH 0.05 MILE TO WIRE GATE BETWEEN BUILDINGS.  PASS
 DO0668'THROUGH GATE AND FOLLOW TRACK ROAD SOUTH TO A WIRE GATE.  PASS
 DO0668'THROUGH GATE AND CONTINUE SOUTH ON TRACK ROAD FOR 0.2 MILE TO
 DO0668'HIGHEST POINT IN PASTURE AND STATION.
 DO0668'
 DO0668'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JONES NO 1 1902,
 DO0668'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 DO0668'FLUSH WITH THE GROUND.  IT IS 2 FEET NORTHEAST OF A METAL
 DO0668'WITNESS POST WITH A SIGN ATTACHED.
 DO0668'
 DO0668'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JONES NO 2 1902
 DO0668'1950, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DO0668'THAT PROJECTS 1 INCH.  IT IS 75 FEET NORTH OF A METAL WITNESS
 DO0668'POST WITH A SIGN ATTACHED.
 DO0668'
 DO0668'AZIMUTH MARK IS A STANDARD DISK, STAMPED JONES 1902 1956,
 DO0668'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DO0668'PROJECTS 3 INCHES.  IT IS 1.5 FEET SOUTH OF A METAL WITNESS
 DO0668'POST, 1 FOOT SOUTH OF A FENCE LINE, 29 FEET SOUTH OF THE
 DO0668'CENTERLINE OF GRADED ROAD AND 99 FEET SOUTHWEST OF THE
 DO0668'INTERSECTION OF GRADED ROADS.
 DO0668'
 DO0668'HEIGHT OF LIGHT ABOVE STATION MARK 22.38 METERS.
 DO0668
 DO0668                          STATION RECOVERY (1975)
 DO0668
 DO0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0668'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DO0668'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTIONS TO
 DO0668'REFERENCE MARK 1 AND THE AZIMUTH MARK CHECKED THE 1968 OBSERVATIONS
 DO0668'ADEQUATE, HOWEVER, A DIFFERENCE OF 1 MINUTE AND 52 SECONDS
 DO0668'WAS NOTED TO REFERENCE MARK 2.  THE DISTANCE TO REFERENCE MARK 2
 DO0668'AND THE AZIMUTH MARK CHECKED ADEQUATE, A DIFFERENCE OF 0.138
 DO0668'METERS WAS NOTED TO REFERENCE MARK 1 AND VERIFIED, NO EVIDENCE
 DO0668'OF MOVEMENT OF THE MARKS.  A COMPLETE DESCRIPTION FOLLOWS.
 DO0668'
 DO0668'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF BELLEVUE,
 DO0668'4 MILES SOUTHEAST OF BUFFALO SPRINGS, 3-1/2 MILES SOUTHWEST
 DO0668'OF VASHTI AND ON LAND OWNED BY MR. T.J. CAMPBELL WHO LIVES AT
 DO0668'THE HOUSE NORTHWEST OF THE STATION.
 DO0668'
 DO0668'TO REACH THE STATION FROM THE JUNCTION OF FARM ROAD 174 AND 1288
 DO0668'IN VASHTI, GO WEST ON FARM ROAD 174 FOR 1.4 MILES TO A CROSSROAD.
 DO0668'TURN LEFT AND GO SOUTH ON A BLADED ROAD FOR 2.1 MILES TO A
 DO0668'CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE.  TURN
 DO0668'RIGHT AND GO WEST ON A BLADED ROAD FOR 0.9 MILE TO MR. T.J.
 DO0668'CAMPBELL HOME ON THE LEFT.  TURN LEFT, WEST OF THE HOUSE AND GO
 DO0668'SOUTH PASSING THROUGH TWO GATES, FOR 0.2 MILE TO THE STATION
 DO0668'ON HIGHEST PART OF PASTURE LAND.
 DO0668'
 DO0668'STATION MARK, IS A STANDARD DISK STAMPED JONES 1902.  THE
 DO0668'SURFACE DISK IS SET IN THE TOP OF A 24-INCH CYLINDRICAL CONCRETE
 DO0668'MONUMENT THAT IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS
 DO0668'3.5 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND
 DO0668'MARK IS A NAIL IN A TERRA-COTTA PIPE FILLED WITH AND SURROUNDED
 DO0668'WITH CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 DO0668'
 DO0668'REFERENCE MARK 1, A STANDARD DISK STAMPED JONES NO 1 1902, IS
 DO0668'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 DO0668'FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET WEST OF A SMALL
 DO0668'BUNCH OF TREES AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 DO0668'
 DO0668'REFERENCE MARK 2, A STANDARD DISK STAMPED JONES NO 2 1902 1950,
 DO0668'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 DO0668'FLUSH WITH THE GROUND SURFACE.  IT IS 72 FEET NORTH OF A METAL
 DO0668'WITNESS POST.
 DO0668'
 DO0668'AZIMUTH MARK, A STANDARD DISK STAMPED JONES 1902 1956, IS
 DO0668'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 DO0668'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 90 FEET
 DO0668'WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 32 FEET SOUTH OF
 DO0668'AN EAST-WEST ROAD AND 2 FEET SOUTH OF A FENCELINE AND METAL
 DO0668'WITNESS POST.
 DO0668'
 DO0668'HEIGHT OF LIGHT ABOVE STATION MARK 5.2 FEET.
 DO0668'
 DO0668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 DO0668'SOUTHWEST OF VASHTI.
 DO0668
 DO0668                          STATION RECOVERY (1978)
 DO0668
 DO0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0668'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 DO0668'MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO THE
 DO0668'MARKS CHECKED THE 1975 DATA.  THE DISTANCE TO REFERENCE MARK 1
 DO0668'WAS FOUND TO BE SHORTER BY 0.150 METER, REFERENCE MARK 2 WAS
 DO0668'FOUND TO BE LONGER BY 0.014 METER.  A NEW DESCRIPTION FOLLOWS.
 DO0668'
 DO0668'THE STATION IS LOCATED 8 MILES SOUTH-SOUTHWEST OF BELLEVUE,
 DO0668'3-1/2 MILES SOUTHWEST OF VASHTI, IN A PASTURE, ON PROPERTY OF
 DO0668'T. J. CAMPBELL, WHO LIVES 0.2 MILE NORTHWEST OF THE STATION.
 DO0668'
 DO0668'TO REACH THE STATION FROM THE JUNCTION OF FARM MARKET ROADS 174
 DO0668'AND 1288 IN VASHTI, GO WEST ON ROAD 174 FOR 1.4 MILES TO A
 DO0668'CROSSROAD.  TURN LEFT, SOUTH, ON A DIRT ROAD FOR 2.1 MILES TO
 DO0668'AN OFFSET CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE
 DO0668'OF THE INTERSECTION.  TURN RIGHT, WEST, ON A DIRT ROAD FOR 0.9
 DO0668'MILE TO TOP OF HILL AND DRIVEWAY LEFT LEADING TO MR. CAMPBELLS
 DO0668'HOUSE.  TURN LEFT, PASSING TO THE RIGHT OF THE HOUSE AND PASS
 DO0668'THROUGH TWO GATES, AND FOLLOW DIM TRACK ROAD SOUTH FOR 0.15
 DO0668'MILE TO REFERENCE MARK 1 ON THE LEFT.  BEAR LEFT TO TOP OF
 DO0668'RIDGE AND STATION.  DO NOT SHORTCUT ACROSS PASTURE FROM
 DO0668'GATE.
 DO0668'
 DO0668'STATION MARKS, STAMPED---JONES 1902---, ARE STANDARD DISKS.
 DO0668'THE SURFACE DISK IS SET IN THE TOP OF A 24-INCH ROUND CONCRETE
 DO0668'MONUMENT 4 INCHES BELOW GROUND IN A SHALLOW DEPRESSION.  IT IS
 DO0668'45 FEET SOUTH OF HIGH GROUND, 858.59 FEET (EDM SLOPE) SOUTHEAST
 DO0668'OF THE WEST GATE POST (THIS POST ALSO FORMS A T-FENCE CORNER)
 DO0668'TO THE PASTURE GATE, 679.02 FEET (EDM SLOPE) SOUTH OF A FENCE,
 DO0668'AND 672.33 FEET (EDM SLOPE) EAST OF A FENCE.  THE 1975 DATA
 DO0668'STATES THAT THE UNDERRGROUND MARK IS A NAIL IN A TERRA-COTTA
 DO0668'PIPE FILLED WITH AND SURROUNDED BY CONCRETE ABOUT 36 INCHES
 DO0668'BELOW GROUND.
 DO0668'
 DO0668'REFERENCE MARK 1, STAMPED---JONES 1902 N0 1---, IS A STANDARD
 DO0668'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DO0668'FLUSH WITH THE GROUND.  IT IS 60 FEET WEST OF A SMALL GROUP OF
 DO0668'SMALL TREES, 83 FEET EAST OF THE CENTER OF THE TRACK ROAD, 321
 DO0668'FEET EAST OF A FENCE, AND 5 FEET LOWER THAN THE STATION.
 DO0668'
 DO0668'REFERENCE MARK 2, STAMPED---JONES 1902 1950 NO 2---, IS A
 DO0668'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 DO0668'MONUMENT SET IN THE TOP OF A FIELD TERRACE
 DO0668'ON HIGH GROUND.
 DO0668'
 DO0668'AZIMUTH MARK, STAMPED---JONES 1902 1956---, IS A STANDARD DISK
 DO0668'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DO0668'PROJECTING 2 INCHES ABOVE GROUND.  IT IS IN BETWEEN TWO BARBED
 DO0668'WIRE FENCES ALONG THE EDGE OF A PASTURE, 90 FEET WEST OF A ROAD
 DO0668'CENTER, 31 FEET SOUTH OF A ROAD CENTER, 15 FEET WEST OF A METAL
 DO0668'FENCE CORNER POST, 2 FEET SOUTH OF A METAL WITNESS POST IN THE
 DO0668'FENCE LINE.
 DO0668'
 DO0668'HEIGHT OF LIGHT ABOVE STATION WAS 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0080 ***********************************************************************
 AM0080  DESIGNATION -  JONES RM 1
 AM0080  PID         -  AM0080
 AM0080  STATE/COUNTY-  TX/BRAZORIA
 AM0080  USGS QUAD   -  JONES CREEK (1974)
 AM0080
 AM0080                         *CURRENT SURVEY CONTROL
 AM0080  ___________________________________________________________________
 AM0080* NAD 83(1986)-  28 58 09.     (N)    095 25 09.     (W)     SCALED    
 AM0080* NAVD 88     -         2.22   (+/-2cm)       7.3    (feet)  VERTCON   
 AM0080  ___________________________________________________________________
 AM0080  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AM0080
 AM0080  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0080
 AM0080.The horizontal coordinates were scaled from a topographic map and have
 AM0080.an estimated accuracy of +/- 6 seconds.
 AM0080
 AM0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0080.The vertical order pertains to the NGVD 29 superseded value.
 AM0080
 AM0080.The geoid height was determined by GEOID03.
 AM0080
 AM0080;                    North         East    Units  Estimated Accuracy
 AM0080;SPC TXSC     - 4,131,220.      948,920.      MT  (+/- 180 meters Scaled)
 AM0080
 AM0080                          SUPERSEDED SURVEY CONTROL
 AM0080
 AM0080  NGVD 29 (??/??/92)    2.241  (m)            7.35   (f) ADJ UNCH    2 0
 AM0080
 AM0080.Superseded values are not recommended for survey control.
 AM0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0080.See file dsdata.txt to determine how the superseded data were derived.
 AM0080
 AM0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN642069(NAD 83)
 AM0080_MARKER: DR = REFERENCE MARK DISK
 AM0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0080_STAMPING: JONES NO. 1 1931
 AM0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0080+STABILITY: SURFACE MOTION
 AM0080
 AM0080  HISTORY     - Date     Condition        Report By
 AM0080  HISTORY     - 1931     MONUMENTED       CGS
 AM0080  HISTORY     - 1943     GOOD             NGS
 AM0080  HISTORY     - 1963     POOR             NGS
 AM0080  HISTORY     - 1978     GOOD             NGS
 AM0080  HISTORY     - 1987     POOR             USPSQD
 AM0080  HISTORY     - 19940419 GOOD             USPSQD
 AM0080
 AM0080                          STATION DESCRIPTION
 AM0080
 AM0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AM0080'4.5 MI NW FROM FREEPORT.
 AM0080'TO REACH FROM THE CITY WATER TANK AT FREEPORT.  PROCEED NORTHWESTERLY
 AM0080'4.5 MILES ALONG STATE HIGHWAY NO. 36 TO SITE OF REFERENCE MARK.
 AM0080'REFERENCE MARK IS ABOUT 180.0 FEET NORTH OF THE CENTERLINE OF STATE
 AM0080'HIGHWAY NO. 36, 144.2 FEET EAST OF TRIANGULATION STATION JONES, 133
 AM0080'FEET EAST OF A NORTH-SOUTH FENCE AND 89.0 FEET NORTH OF HIGHWAY
 AM0080'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.7 FOOT.  A
 AM0080'TRIANGULATION-REFERENCE DISK SET IN CONCRETE POST.
 AM0080
 AM0080                          STATION RECOVERY (1963)
 AM0080
 AM0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AM0080'MARK RECOVERED IN POOR CONDITION.
 AM0080
 AM0080                          STATION RECOVERY (1978)
 AM0080
 AM0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0080'RECOVERED IN GOOD CONDITION.
 AM0080
 AM0080                          STATION RECOVERY (1987)
 AM0080
 AM0080'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AM0080'MARK RECOVERED IN POOR CONDITION.
 AM0080
 AM0080                          STATION RECOVERY (1994)
 AM0080
 AM0080'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0081 ***********************************************************************
 AM0081  DESIGNATION -  JONES RM 2
 AM0081  PID         -  AM0081
 AM0081  STATE/COUNTY-  TX/BRAZORIA
 AM0081  USGS QUAD   -  JONES CREEK (1974)
 AM0081
 AM0081                         *CURRENT SURVEY CONTROL
 AM0081  ___________________________________________________________________
 AM0081* NAD 83(1986)-  28 58 13.     (N)    095 25 13.     (W)     SCALED    
 AM0081* NAVD 88     -         2.96   (+/-2cm)       9.7    (feet)  VERTCON   
 AM0081  ___________________________________________________________________
 AM0081  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AM0081
 AM0081  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0081
 AM0081.The horizontal coordinates were scaled from a topographic map and have
 AM0081.an estimated accuracy of +/- 6 seconds.
 AM0081
 AM0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0081.The vertical order pertains to the NGVD 29 superseded value.
 AM0081
 AM0081.The geoid height was determined by GEOID03.
 AM0081
 AM0081;                    North         East    Units  Estimated Accuracy
 AM0081;SPC TXSC     - 4,131,340.      948,810.      MT  (+/- 180 meters Scaled)
 AM0081
 AM0081                          SUPERSEDED SURVEY CONTROL
 AM0081
 AM0081  NGVD 29 (??/??/92)    2.980  (m)            9.78   (f) ADJ UNCH    2 0
 AM0081
 AM0081.Superseded values are not recommended for survey control.
 AM0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0081.See file dsdata.txt to determine how the superseded data were derived.
 AM0081
 AM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN641071(NAD 83)
 AM0081_MARKER: DR = REFERENCE MARK DISK
 AM0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0081_STAMPING: JONES NO. 2 1931
 AM0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0081+STABILITY: SURFACE MOTION
 AM0081
 AM0081  HISTORY     - Date     Condition        Report By
 AM0081  HISTORY     - 1931     MONUMENTED       CGS
 AM0081  HISTORY     - 1943     GOOD             NGS
 AM0081  HISTORY     - 1963     POOR             NGS
 AM0081  HISTORY     - 1978     GOOD             NGS
 AM0081  HISTORY     - 1987     POOR             USPSQD
 AM0081  HISTORY     - 19940419 GOOD             USPSQD
 AM0081
 AM0081                          STATION DESCRIPTION
 AM0081
 AM0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AM0081'4.5 MI NW FROM FREEPORT.
 AM0081'TO REACH FROM THE CITY WATER TANK AT FREEPORT.  PROCEED NORTHWESTERLY
 AM0081'4.5 MILES ALONG STATE HIGHWAY NO. 36 TO SITE OF REFERENCE MARK.
 AM0081'REFERENCE MARK IS ABOUT 450.0 FEET NORTHWEST OF TRIANGULATION STATION
 AM0081'JONES, ABOUT 450.0 FEET NORTHEAST ALONG A LANE LEADING TO HOUSE FROM
 AM0081'STATE HIGHWAY NO. 36, 42.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AM0081'HOUSE OWNED BY MRS. J.B. PETZOLD IN 1943, 8.0 FEET NORTHEAST OF A
 AM0081'LARGE LIVE-OAK TREE AND 1.5 FEET SOUTH OF A PICKET FENCE AROUND YARD
 AM0081'AT HOUSE.  MONUMENT PROJECTS ABOUT 0.8 FOOT.  A
 AM0081'TRIANGULATION-REFERENCE DISK SET IN CONCRETE POST.
 AM0081
 AM0081                          STATION RECOVERY (1963)
 AM0081
 AM0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AM0081'MARK RECOVERED IN POOR CONDITION.
 AM0081
 AM0081                          STATION RECOVERY (1978)
 AM0081
 AM0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0081'RECOVERED IN GOOD CONDITION.
 AM0081
 AM0081                          STATION RECOVERY (1987)
 AM0081
 AM0081'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AM0081'MARK RECOVERED IN POOR CONDITION.
 AM0081
 AM0081                          STATION RECOVERY (1994)
 AM0081
 AM0081'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0053 ***********************************************************************
 AM0053  DESIGNATION -  JONES RM 3
 AM0053  PID         -  AM0053
 AM0053  STATE/COUNTY-  TX/BRAZORIA
 AM0053  USGS QUAD   -  JONES CREEK (1974)
 AM0053
 AM0053                         *CURRENT SURVEY CONTROL
 AM0053  ___________________________________________________________________
 AM0053* NAD 83(1986)-  28 58 09.     (N)    095 25 10.     (W)     SCALED    
 AM0053* NAVD 88     -         2.14   (+/-2cm)       7.0    (feet)  VERTCON   
 AM0053  ___________________________________________________________________
 AM0053  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AM0053
 AM0053  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0053
 AM0053.The horizontal coordinates were scaled from a topographic map and have
 AM0053.an estimated accuracy of +/- 6 seconds.
 AM0053
 AM0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0053.The vertical order pertains to the NGVD 29 superseded value.
 AM0053
 AM0053.The geoid height was determined by GEOID03.
 AM0053
 AM0053;                    North         East    Units  Estimated Accuracy
 AM0053;SPC TXSC     - 4,131,220.      948,890.      MT  (+/- 180 meters Scaled)
 AM0053
 AM0053                          SUPERSEDED SURVEY CONTROL
 AM0053
 AM0053  NGVD 29 (??/??/92)    2.163  (m)            7.10   (f) ADJ UNCH    1 1
 AM0053
 AM0053.Superseded values are not recommended for survey control.
 AM0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0053.See file dsdata.txt to determine how the superseded data were derived.
 AM0053
 AM0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN642069(NAD 83)
 AM0053_MARKER: DB = BENCH MARK DISK
 AM0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0053_STAMPING: K 455 1950
 AM0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0053+STABILITY: SURFACE MOTION
 AM0053
 AM0053  HISTORY     - Date     Condition        Report By
 AM0053  HISTORY     - 1931     MONUMENTED       CGS
 AM0053  HISTORY     - 1963     GOOD             NGS
 AM0053  HISTORY     - 1978     GOOD             NGS
 AM0053  HISTORY     - 1978     GOOD             NGS
 AM0053  HISTORY     - 1987     GOOD             USPSQD
 AM0053  HISTORY     - 19940419 POOR             USPSQD
 AM0053
 AM0053                          STATION DESCRIPTION
 AM0053
 AM0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AM0053'4.1 MI SE FROM FREEPORT.
 AM0053'FROM INTERSECTION OF 2ND AND PINE STREETS IN FREEPORT, PROCEED
 AM0053'SOUTH-SOUTHWEST ON PINE STREET 0.85 MILE, THENCE LEFT SOUTHEAST ON
 AM0053'MAIN PAVED ROAD CROSSING OVER THE INTERCOASTAL CANAL BRIDGE FOR 1.65
 AM0053'MILE TO A T-INTERSECTION.  THEN LEFT, EAST AND NORTHEAST ON PAVED ROAD
 AM0053'2.1 MILE, THENCE RIGHT 0.05 MILE, THENCE LEFT EAST- FOR ABOUT 0.5 MILE
 AM0053'TO WHERE ROAD TURNS RIGHT AT BEACH AND MARK IN JETTY WHICH IS 283 FEET
 AM0053'SOUTHEAST FROM NORTHWEST END OF CONCRETE JETTY.  NOTE-- CONCRETE JETTY
 AM0053'REMAINS THE SAME BUT PREVIOUS ROADS AND THE BEACH LINE WASHED OUT IN
 AM0053'PLACES.  REACHED VIA THE BRYAN- QUINTANA BEACH ROAD.
 AM0053
 AM0053                          STATION RECOVERY (1978)
 AM0053
 AM0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0053'RECOVERED IN GOOD CONDITION.
 AM0053
 AM0053                          STATION RECOVERY (1978)
 AM0053
 AM0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0053'RECOVERED IN GOOD CONDITION.
 AM0053
 AM0053                          STATION RECOVERY (1987)
 AM0053
 AM0053'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AM0053'RECOVERED IN GOOD CONDITION.
 AM0053
 AM0053                          STATION RECOVERY (1994)
 AM0053
 AM0053'RECOVERY NOTE BY US POWER SQUADRON 1994
 AM0053'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1182 ***********************************************************************
 DN1182  DESIGNATION -  JORDON
 DN1182  PID         -  DN1182
 DN1182  STATE/COUNTY-  TX/DENTON
 DN1182  USGS QUAD   -  PILOT POINT (1961)
 DN1182
 DN1182                         *CURRENT SURVEY CONTROL
 DN1182  ___________________________________________________________________
 DN1182* NAD 83(1993)-  33 24 16.97464(N)    096 59 07.74079(W)     ADJUSTED  
 DN1182* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 DN1182  ___________________________________________________________________
 DN1182  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 DN1182  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 DN1182
 DN1182  HORZ ORDER  -  FIRST
 DN1182
 DN1182.The horizontal coordinates were established by classical geodetic methods
 DN1182.and adjusted by the National Geodetic Survey in February 1996..
 DN1182
 DN1182.The orthometric height was scaled from a topographic map.
 DN1182
 DN1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1182
 DN1182.The geoid height was determined by GEOID03.
 DN1182
 DN1182;                    North         East     Units Scale Factor Converg.
 DN1182;SPC TXNC     - 2,193,749.031   740,866.554   MT  0.99989155   +0 49 33.6
 DN1182;SPC TXNC     - 7,197,324.95  2,430,659.69   sFT  0.99989155   +0 49 33.6
 DN1182;UTM  14      - 3,697,968.808   687,339.186   MT  1.00003271   +1 06 33.9
 DN1182
 DN1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1182!SPC TXNC     -   0.99996977  x   0.99989155  =   0.99986132
 DN1182!UTM  14      -   0.99996977  x   1.00003271  =   1.00000248
 DN1182
 DN1182:                Primary Azimuth Mark                     Grid Az
 DN1182:SPC TXNC     -  COLLINSVILLE MUNICIPAL TANK              021 04 46.3
 DN1182:UTM  14      -  COLLINSVILLE MUNICIPAL TANK              020 47 46.0
 DN1182
 DN1182|---------------------------------------------------------------------|
 DN1182| PID    Reference Object                     Distance      Geod. Az  |
 DN1182|                                                           dddmmss.s |
 DN1182| DN1254 COLLINSVILLE MUNICIPAL TANK         APPROX.18.7 KM 0215419.9 |
 DN1182| DN1183 TIOGA MUNICIPAL TANK                APPROX. 9.6 KM 0440041.8 |
 DN1182| DN1140 GUNTER MUNICIPAL TANK               APPROX.22.7 KM 0772356.6 |
 DN1182| DN1184 PILOT POINT MUNICIPAL TANK          APPROX. 2.5 KM 1150648.6 |
 DN1182| DN1177 CELINA MUNICIPAL TANK               APPROX.20.9 KM 1161507.4 |
 DN1182| DN1180 AUBREY MUNICIPAL TANK               APPROX.11.3 KM 1792712.5 |
 DN1182| CY1353 JORDON AZ MK                                       1825013.2 |
 DN1182| CY1354 JORDON RM 1                          35.826 METERS 22434     |
 DN1182| CY1355 JORDON RM 2                          31.494 METERS 31337     |
 DN1182|---------------------------------------------------------------------|
 DN1182
 DN1182                          SUPERSEDED SURVEY CONTROL
 DN1182
 DN1182  NAD 83(1993)-  33 24 16.97526(N)    096 59 07.73524(W) AD(       ) 1
 DN1182  NAD 83(1986)-  33 24 16.97996(N)    096 59 07.72889(W) AD(       ) 1
 DN1182  NAD 27      -  33 24 16.56730(N)    096 59 06.70620(W) AD(       ) 1
 DN1182
 DN1182.Superseded values are not recommended for survey control.
 DN1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1182.See file dsdata.txt to determine how the superseded data were derived.
 DN1182
 DN1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB8733997969(NAD 83)
 DN1182_MARKER: DS = TRIANGULATION STATION DISK
 DN1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1182
 DN1182  HISTORY     - Date     Condition        Report By
 DN1182  HISTORY     - 1955     MONUMENTED       CGS
 DN1182  HISTORY     - 1957     GOOD             CGS
 DN1182  HISTORY     - 19950706 MARK NOT FOUND   USPSQD
 DN1182  HISTORY     - 19980224 MARK NOT FOUND   USPSQD
 DN1182
 DN1182                          STATION DESCRIPTION
 DN1182
 DN1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RLE)
 DN1182'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF AUBREY, AND 1
 DN1182'MILE EAST OF JORDON CREEK, AND 1-1/2 MILES NORTHEAST OF PILOT
 DN1182'POINT, ON A SANDY, TREE COVERED HILL.  IT IS ON THE PROPERTY
 DN1182'OF MR. J.E. SEAGRAVES, WHOSE HOME IS ABOUT 1/2 MILE WEST OF
 DN1182'THE LOCATION.
 DN1182'
 DN1182'IT IS 55 FEET EAST OF A NORTH-SOUTH GRAVELED ROAD, 24-1/2 FEET
 DN1182'SOUTH OF THE SOUTH EDGE OF THE TIMBER, AND IT IS IN AN
 DN1182'ABANDONED CULTIVATED FIELD.  IT IS STAMPED JORDON 1955 AND IT
 DN1182'IS SET 12 INCHES BELOW THE SURFACE OF THE GROUND.
 DN1182'
 DN1182'REFERENCE MARK NO. 1 IS 31 FEET WEST OF A NORTH-SOUTH GRAVELED
 DN1182'ROAD, AND 1 FOOT EAST OF A NORTH-SOUTH FENCELINE.  IT IS STAMPED
 DN1182'JORDON NO 1 1955 AND IT IS SET FLUSH WITH THE GROUND SURFACE.
 DN1182'
 DN1182'REFERENCE MARK NO. 2 IS 53 FEET NORTH OF A T FENCE CORNER,
 DN1182'20 FEET WEST OF A NORTH-SOUTH GRAVELED ROAD, AND 1 FOOT EAST
 DN1182'OF A NORTH-SOUTH FENCELINE.  IT IS STAMPED JORDON NO 2 1955
 DN1182'AND PROJECTS 4 INCHES.
 DN1182'
 DN1182'THE AZIMUTH MARK IS 65 FEET NORTH OF STATE FARM ROAD NO. 455,
 DN1182'35 FEET WEST OF A T ROAD NORTH, 17 FEET NORTH OF A FENCELINE
 DN1182'CORNER POST, AND 1 FOOT EAST OF A FENCELINE.  IT IS STAMPED
 DN1182'JORDON 1955 AND IT PROJECTS 4 INCHES.
 DN1182'
 DN1182'TO REACH FROM THE POST OFFICE IN PILOT POINT, GO NORTH ON
 DN1182'STATE FARM ROAD NO.10 FOR 0.1 MILE TO THE JUNCTION OF STATE
 DN1182'FARM ROAD NO. 455, TURN LEFT AND GO WEST ON STATE FARM ROAD NO. 455
 DN1182'FOR 1.4 MILES TO A GRAVELED T ROAD NORTH, TURN RIGHT (AZIMUTH
 DN1182'MARK ON THE LEFT AS DESCRIBED) AND GO NORTH ON GRAVELED ROAD
 DN1182'FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 DN1182'
 DN1182'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 DN1182
 DN1182                          STATION RECOVERY (1957)
 DN1182
 DN1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1182'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DN1182'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DN1182'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1182
 DN1182                          STATION RECOVERY (1995)
 DN1182
 DN1182'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN1182'MARK NOT FOUND.
 DN1182
 DN1182                          STATION RECOVERY (1998)
 DN1182
 DN1182'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1539 ***********************************************************************
 BL1539  DESIGNATION -  JOSEPH
 BL1539  PID         -  BL1539
 BL1539  STATE/COUNTY-  TX/WALLER
 BL1539  USGS QUAD   -  WALLER NW (1980)
 BL1539
 BL1539                         *CURRENT SURVEY CONTROL
 BL1539  ___________________________________________________________________
 BL1539* NAD 83(1993)-  30 09 12.03778(N)    095 53 58.78031(W)     ADJUSTED  
 BL1539* NAVD 88     -        91.71   (+/-2cm)     300.9    (feet)  VERTCON   
 BL1539  ___________________________________________________________________
 BL1539  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BL1539  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL1539
 BL1539  HORZ ORDER  -  FIRST
 BL1539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1539
 BL1539.The horizontal coordinates were established by classical geodetic methods
 BL1539.and adjusted by the National Geodetic Survey in February 1996..
 BL1539
 BL1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1539.The vertical order pertains to the NGVD 29 superseded value.
 BL1539
 BL1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1539
 BL1539.The geoid height was determined by GEOID03.
 BL1539
 BL1539;                    North         East     Units Scale Factor Converg.
 BL1539;SPC TXSC     - 4,261,085.442   898,633.759   MT  0.99996504   +1 31 08.0
 BL1539;SPC TXSC     -13,979,911.15  2,948,267.59   sFT  0.99996504   +1 31 08.0
 BL1539;UTM  15      - 3,339,329.243   220,705.868   MT  1.00056249   -1 27 27.0
 BL1539
 BL1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1539!SPC TXSC     -   0.99998989  x   0.99996504  =   0.99995494
 BL1539!UTM  15      -   0.99998989  x   1.00056249  =   1.00055238
 BL1539
 BL1539|---------------------------------------------------------------------|
 BL1539| PID    Reference Object                     Distance      Geod. Az  |
 BL1539|                                                           dddmmss.s |
 BL1539| BL1541 JOSEPH RM 1                          37.274 METERS 08748     |
 BL1539| BL1542 JOSEPH AZ MK                                       0930259.3 |
 BL1539| BL2253 WALLER MUNICIPAL TANK               APPROX.10.8 KM 1940807.2 |
 BL1539| BL2251 PRAIRIE VIEW COLL WATER TANK        APPROX.10.8 KM 2325633.0 |
 BL1539| BL2252 PRAIRIE VIEW COLL HEAT PLT STK      APPROX.10.8 KM 2330508.6 |
 BL1539| BL1540 JOSEPH RM 2                          37.779 METERS 33821     |
 BL1539|---------------------------------------------------------------------|
 BL1539
 BL1539                          SUPERSEDED SURVEY CONTROL
 BL1539
 BL1539  NAD 83(1986)-  30 09 12.05211(N)    095 53 58.76309(W) AD(       ) 1
 BL1539  NAD 27      -  30 09 11.27853(N)    095 53 57.92540(W) AD(       ) 1
 BL1539  NGVD 29 (??/??/92)   91.699  (m)          300.85   (f) ADJ UNCH    2 0
 BL1539
 BL1539.Superseded values are not recommended for survey control.
 BL1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1539.See file dsdata.txt to determine how the superseded data were derived.
 BL1539
 BL1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2070639329(NAD 83)
 BL1539_MARKER: DS = TRIANGULATION STATION DISK
 BL1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1539_STAMPING: JOESPH 1935
 BL1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1539+STABILITY: SURFACE MOTION
 BL1539
 BL1539  HISTORY     - Date     Condition        Report By
 BL1539  HISTORY     - 1935     MONUMENTED       CGS
 BL1539  HISTORY     - 1937     GOOD             TXHD
 BL1539  HISTORY     - 1952     GOOD             CGS
 BL1539  HISTORY     - 1954     GOOD             CGS
 BL1539  HISTORY     - 1954     GOOD             NGS
 BL1539  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1539  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1539
 BL1539                          STATION DESCRIPTION
 BL1539
 BL1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL1539'THIS STATION IS ABOUT 11 MILES NE OF HEMPSTEAD, ABOUT 19-1/2
 BL1539'MILES SE OF NAVASOTA, AND 0.2 MILE W OF THE VILLAGE OF JOSEPH,
 BL1539'IN A SMALL UNCULTIVATED AND UNFENCED PLOT OF GROUND, 170 FEET
 BL1539'N OF THE CENTER LINE OF THE ROAD, 55 FEET E OF THE CENTER
 BL1539'LINE OF A ROAD, 15 FEET S OF A FENCE, AND 59 FEET WNW OF A
 BL1539'30-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE W SIDE.  THE
 BL1539'MARK PROJECTS 6 INCHES.
 BL1539'
 BL1539'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL1539'BRONZE DISKS SET IN CONCRETE.
 BL1539'
 BL1539'REFERENCE MARK NO. 1 IS E OF THE STATION NEAR THE NE CORNER OF
 BL1539'THE UNFENCED PLOT OF GROUND, 1 FOOT W OF THE FENCE, AND 5 FEET
 BL1539'S OF A 24-INCH OAK TREE AT THE FENCE CORNER.  THE MARK PROJECTS 6
 BL1539'INCHES.  REFERENCE MARK NO. 2 IS NNW OF THE STATION, 12 FEET
 BL1539'E OF THE CENTER LINE OF THE ROAD, 1 FOOT E OF THE RIGHT-OF-WAY
 BL1539'FENCE, AND 100 FEET N OF A FENCE CORNER.  THE MARK PROJECTS
 BL1539'5 INCHES.
 BL1539'
 BL1539'THE AZIMUTH MARK IS ESE OF THE STATION, AT THE VILLAGE OF
 BL1539'JOSEPH, ACROSS THE ROAD FROM A STORE, AT A SLIGHT CURVE IN THE
 BL1539'ROAD, 20 FEET S OF THE CENTER LINE OF THE ROAD AND 1/2 FOOT S OF
 BL1539'THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 5 INCHES.
 BL1539'
 BL1539'TO REACH THE STATION FROM THE INTERSECTION OF TEXAS 90 AND
 BL1539'TEXAS 6 IN NAVASOTA GO SE ON TEXAS 6 FOR 6.4 MILES TO A SIDE
 BL1539'ROAD TO THE LEFT.  TURN LEFT AND FOLLOW GRAVEL ROAD E AND S
 BL1539'4.9 MILES TO A T-ROAD AT A STORE AND COTTON GIN.  TURN RIGHT
 BL1539'AND GO S 0.2 MILE TO A ROAD FORK, AT SCHOOL.  TAKE RIGHT FORK
 BL1539'AND FOLLOW MAIN-TRAVELED ROAD S AND E 11.0 MILES, JOG E 0.1
 BL1539'MILE TO T-ROAD AT SCHOOL, THENCE S 0.25 MILE, THENCE E 0.5
 BL1539'MILE, THENCE S 0.75 MILE, THENCE E 1.0 MILE TO STATION ON THE
 BL1539'LEFT SIDE OF THE ROAD JUST E OF A SLIGHT S CURVE IN THE ROAD
 BL1539'
 BL1539'TO REACH FROM THE S--FROM WALLER BEAR LEFT ON THE MAIN STREET
 BL1539'AT SIGN CITY GARAGE AND CAFE 0.35 MILE TO A SMALL CULVERT
 BL1539'AND ROAD LEADING N, THENCE N 2.25 MILES, JOG E 0.05 MILE, THENCE
 BL1539'N 1.35 MILES, THENCE E 0.2 MILE TO T-ROAD N, THENCE N 1.0 MILE,
 BL1539'THENCE E AND N ON MAIN-TRAVELED ROAD 0.85 MILE, THENCE W 0.05
 BL1539'MILE, THENCE N 1.5 MILES TO T-ROAD, THENCE E 0.75 MILE TO THE
 BL1539'STATION ON THE LEFT SIDE OF THE ROAD.
 BL1539'
 BL1539'A 77-FOOT TOWER WAS USED.
 BL1539'
 BL1539'ALL LIGHTS COME INTO VIEW AT 85 FEET.
 BL1539
 BL1539                          STATION RECOVERY (1937)
 BL1539
 BL1539'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL1539'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 BL1539
 BL1539                          STATION RECOVERY (1952)
 BL1539
 BL1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL1539'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 BL1539'AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 BL1539'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 BL1539'
 BL1539'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF HEMPSTEAD AND
 BL1539'10 MILES NORTH-NORTHEAST OF WALLER.  IT IS IN A WOODED AREA
 BL1539'WHICH IS AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 83 FEET
 BL1539'NORTH OF A TRIANGULAR BLAZED OAK TREE, 52 FEET EAST OF THE CENTER
 BL1539'OF A NORTH-SOUTH TRACK ROAD AND 26.5 FEET EAST OF THE SOUTH
 BL1539'END OF A GATE.  IT IS STAMPED JOSEPH 1935 AND PROJECTS 7 INCHES.
 BL1539'
 BL1539'REFERENCE MARK NO. 1 IS AT THE NORTHEAST CORNER OF A SMALL
 BL1539'WOODED AREA, 108 FEET NORTH OF AN EAST-WEST FENCE LINE AND 5
 BL1539'FEET SOUTH OF A LARGE OAK TREE.  IT IS STAMPED JOSEPH NO 1
 BL1539'1935 AND PROJECTS 7 INCHES.
 BL1539'
 BL1539'REFERENCE MARK NO. 2 IS 111 FEET NORTH OF THE NORTH END OF A
 BL1539'GATE, 12 FEET EAST OF THE CENTER OF A NORTH-SOUTH TRACK ROAD
 BL1539'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 BL1539'JOSEPH NO 2 1935 AND PROJECTS 6 INCHES.
 BL1539'
 BL1539'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 BL1539'NO. 2 IS 201.1 FEET.
 BL1539'
 BL1539'THE AZIMUTH MARK IS LOCATED 135 FEET WEST OF THE CENTER OF A
 BL1539'DRIVEWAY TO A FARM HOUSE, 33 FEET SOUTH OF THE CENTER OF AN
 BL1539'EAST-WEST GRAVELED ROAD, 5.5 FEET NORTHWEST OF A WITNESS POST
 BL1539'AND 5.5 FEET NORTHWEST OF THE EAST END OF A GATE AND FENCE
 BL1539'CORNER.  IT IS STAMPED JOSEPH 1935 AZIMUTH AND PROJECTS 7
 BL1539'INCHES.
 BL1539'
 BL1539'TO REACH THE STATION FROM THE POST OFFICE IN WALLER, GO WEST
 BL1539'FOR 0.15 MILE TO U.S. HIGHWAY 290.  GO WESTERLY ON U.S. HIGHWAY
 BL1539'290 FOR 0.4 MILE TO FARM ROAD 362, TURN RIGHT AND GO NORTH AND
 BL1539'NORTHWEST ON FARM ROAD 362 FOR 6.3 MILES TO FARM ROAD 1098.
 BL1539'TURN RIGHT AND GO EAST AND NORTHEAST ON FARM ROAD 1098 FOR 2.9
 BL1539'MILES TO A T ROAD INTERSECTION, TURN RIGHT AND GO SOUTH AND EAST
 BL1539'ON A GRAVELED ROAD FOR 0.6 MILE TO A T ROAD RIGHT.  TURN RIGHT
 BL1539'AND GO SOUTH AND EAST ON A GRAVELED ROAD FOR 1.7 MILES TO
 BL1539'A T ROAD LEFT, TURN LEFT AND GO NORTH ON A TRACK ROAD FOR
 BL1539'0.05 MILE TO A GATE ON THE RIGHT AND THE STATION AS
 BL1539'DESCRIBED.
 BL1539'
 BL1539'TO REACH THE AZIMUTH MARK FROM THE T ROAD INTERSECTION JUST
 BL1539'SOUTH OF THE STATION, GO EAST ON A GRAVELED ROAD FOR 0.2 MILE
 BL1539'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 BL1539
 BL1539                          STATION RECOVERY (1954)
 BL1539
 BL1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 BL1539'0.35 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW
 BL1539'ORLEANS RAILROAD STATION AT WALLER, THENCE 4.8 MILES NORTH ALONG
 BL1539'THE FIELDS STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER ROAD,
 BL1539'THENCE 2.0 MILES NORTH ALONG THE FIELDS STORE ROAD, THENCE
 BL1539'0.75 MILE EAST ALONG A DIRT ROAD, 170 FEET NORTH OF THE CENTER
 BL1539'LINE OF A ROAD, IN A SMALL CULTIVATED FIELD, 53 FEET EAST OF
 BL1539'THE CENTER LINE OF A TRACK ROAD LEADING NORTH, 26 FEET EAST
 BL1539'OF A FENCE, 3 FEET EAST OF A WITNESS POST, A TRIANGULATION
 BL1539'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL1539'0.7 FOOT ABOVE THE GROUND, STAMPED JOSEPH 1935.
 BL1539'
 BL1539'JOSEPH R.M. 1 IS 121.0 FEET EAST OF TRIANGULATION STATION
 BL1539'JOSEPH 1935, 169 FEET NORTH OF THE CENTER LINE OF A ROAD, 4
 BL1539'FEET SOUTH OF A 24 INCH OAK TREE, A REFERENCE MARK DISK SET
 BL1539'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 BL1539'GROUND, STAMPED JOSEPH NO 1 1935.
 BL1539'
 BL1539'JOSEPH R.M. 2 IS 124.0 FEET NORTHWEST OF TRIANGULATION STATION
 BL1539'JOSEPH 1935, 13 FEET EAST OF THE CENTER LINE OF A TRACK ROAD
 BL1539'LEADING NORTH, 1 FOOT EAST OF A FENCE, A REFERENCE MARK DISK
 BL1539'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 BL1539'THE GROUND, STAMPED JOSEPH NO 2 1935.
 BL1539'
 BL1539'JOSEPH 1935 AZIMUTH IS 0.2 MILE EAST OF TRIANGULATION STATION
 BL1539'JOSEPH 1935, 32 FEET SOUTH OF THE CENTER LINE OF A ROAD, 135
 BL1539'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 30 FEET EAST
 BL1539'OF THE CENTER LINE OF A DRIVEWAY LEADING TO A FIELD, 4 FEET
 BL1539'NORTH OF A FENCE, 5 FEET NORTHWEST OF A WITNESS POST, A BENCH
 BL1539'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BL1539'0.9 FOOT ABOVE THE GROUND, STAMPED JOSEPH 1935 AZIMUTH.
 BL1539
 BL1539                          STATION RECOVERY (1954)
 BL1539
 BL1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 BL1539'8.3 MI NE FROM WALLER.
 BL1539'0.35 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1539'RAILROAD STATION AT WALLER, THENCE 4.8 MILES NORTH ALONG THE FIELDS
 BL1539'STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER ROAD, THENCE 2.0 MILE
 BL1539'NORTH ALONG THE FIELDS STORE ROAD, THENCE 0.75 MILE EAST ALONGA DIRT
 BL1539'ROAD, 170 FEET NORTH OF THE CENTER LINE OF A ROAD, IN A SMALL
 BL1539'CULTIVATED FIELD, 53 FEET EAST OF THE CENTER LINE OF A TRACK ROAD
 BL1539'LEADING NORTH, 26 FEET EAST OF A FENCE, 3.0 FEET EAST OF A WITNEDD
 BL1539'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 BL1539'THE GROUND.
 BL1539
 BL1539                          STATION RECOVERY (1978)
 BL1539
 BL1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1539'NOT RECOVERED.  NOTE=FENCE LINE HAS BEEN CHANGED, DESCRIPTION DID NOT
 BL1539'FIT WITH SURROUNDINGS.
 BL1539
 BL1539                          STATION RECOVERY (1987)
 BL1539
 BL1539'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1120 ***********************************************************************
 AH1120  DESIGNATION -  JOSEPH
 AH1120  PID         -  AH1120
 AH1120  STATE/COUNTY-  TX/ARANSAS
 AH1120  USGS QUAD   -  ALLYNS BIGHT (1970)
 AH1120
 AH1120                         *CURRENT SURVEY CONTROL
 AH1120  ___________________________________________________________________
 AH1120* NAD 83(1993)-  27 56 18.43281(N)    096 58 49.44788(W)     ADJUSTED  
 AH1120* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1120  ___________________________________________________________________
 AH1120  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AH1120  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH1120
 AH1120  HORZ ORDER  -  THIRD
 AH1120
 AH1120.The horizontal coordinates were established by classical geodetic methods
 AH1120.and adjusted by the National Geodetic Survey in February 1996..
 AH1120
 AH1120.The orthometric height was scaled from a topographic map.
 AH1120
 AH1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1120
 AH1120.The geoid height was determined by GEOID03.
 AH1120
 AH1120;                    North         East     Units Scale Factor Converg.
 AH1120;SPC TXSC     - 4,013,367.701   798,785.569   MT  1.00015739   +0 59 21.9
 AH1120;SPC TXSC     -13,167,190.53  2,620,682.32   sFT  1.00015739   +0 59 21.9
 AH1120;SPC TX S     - 5,252,606.960   449,555.936   MT  1.00002830   +0 41 23.7
 AH1120;SPC TX S     -17,232,928.00  1,474,918.10   sFT  1.00002830   +0 41 23.7
 AH1120;UTM  14      - 3,092,025.836   698,707.910   MT  1.00008737   +0 56 47.5
 AH1120
 AH1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1120!SPC TXSC     -   1.00000341  x   1.00015739  =   1.00016080
 AH1120!SPC TX S     -   1.00000341  x   1.00002830  =   1.00003171
 AH1120!UTM  14      -   1.00000341  x   1.00008737  =   1.00009078
 AH1120
 AH1120|---------------------------------------------------------------------|
 AH1120| PID    Reference Object                     Distance      Geod. Az  |
 AH1120|                                                           dddmmss.s |
 AH1120| CV2485 JOSEPH RM 1                                        16827     |
 AH1120| AH0050 SHELL                               APPROX.10.3 KM 3082906.2 |
 AH1120| AN2098 ROCKPORT MUNCIPAL TANK              APPROX.11.7 KM 3230658.2 |
 AH1120|---------------------------------------------------------------------|
 AH1120
 AH1120                          SUPERSEDED SURVEY CONTROL
 AH1120
 AH1120  NAD 83(1986)-  27 56 18.43837(N)    096 58 49.42659(W) AD(       ) 3
 AH1120  NAD 27      -  27 56 17.35963(N)    096 58 48.47433(W) AD(       ) 3
 AH1120
 AH1120.Superseded values are not recommended for survey control.
 AH1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1120.See file dsdata.txt to determine how the superseded data were derived.
 AH1120
 AH1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9870892026(NAD 83)
 AH1120_MARKER: DE = TRAVERSE STATION DISK
 AH1120_SETTING: 0 = UNSPECIFIED SETTING
 AH1120
 AH1120  HISTORY     - Date     Condition        Report By
 AH1120  HISTORY     - 1968     MONUMENTED       CGS
 AH1120  HISTORY     - 1969     GOOD             CGS
 AH1120
 AH1120                          STATION DESCRIPTION
 AH1120
 AH1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1120'LOCATED 6.4 MILES SOUTHEAST OF ROCKPORT ON ST. JOSEPH ISLAND,
 AH1120'ON A SAND DUNE NEAR THE BEACH, 0.1 MILE SOUTHWEST OF THE
 AH1120'JUNCTION OF THE BEACH WITH THE ROAD COMING FROM THE FAIRVIEW
 AH1120'FARMS RANCH.  STATION MARK IS A STANDARD TRAVERSE DISK STAMPED
 AH1120'JOSEPH 1968 CEMENTED INTO THE TOP OF A 2 INCH DIAMETER
 AH1120'GALVANIZED-IRON PIPE 8 FEET LONG EMBEDDED IN CONCRETE AND PROJECTING
 AH1120'1 FOOT ABOVE THE SURFACE OF THE GROUND.  IT IS 693 FEET
 AH1120'NORTHWEST OF THE MHWL, 367.73 SLOPE DISTANCE NORTH OF
 AH1120'R.M. 1, AND 4.0 FEET FROM A 4 X 4 INCH WITNESS POST.
 AH1120'
 AH1120'R.M. 1 IS A STANDARD REFERENCE MARK DISK STAMPED JOSEPH NO 1
 AH1120'1968 CEMENTED INTO THE TOP OF A 2 INCH DIAMETER GALVANIZED-IRON
 AH1120'PIPE 8 FEET LONG, EMBEDDED IN CONCRETE AND PROJECTING 1
 AH1120'FOOT ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED ON A SAND
 AH1120'FLAT 406 FEET NORTHWEST OF THE MHWL, 367.73 FEET SLOPE DISTANCE
 AH1120'SOUTH OF JOSEPH, 18.9 FEET SOUTH OF A 4 X 4 INCH WITNESS
 AH1120'POST, AND 15.5 FEET EAST OF ANOTHER 4 X 4 INCH WITNESS POST.
 AH1120'
 AH1120'TO REACH FROM THE FERRY LANDING AT FAIRVIEW FARMS RANCH ON
 AH1120'ST. JOSEPH ISLAND, TAKE ROAD RUNNING SOUTHEAST FOR 0.5 MILE
 AH1120'PAST MAIN RANCH HOUSE AND OUTBUILDINGS TO CATTLE GUARD AT
 AH1120'SOUTHEAST END OF BUILDINGS.  PASS THROUGH CATTLE GUARD AND
 AH1120'CONTINUE FOR 0.8 MILE UNTIL ROAD MEETS BEACH.  TURN RIGHT,
 AH1120'AND GO SOUTHWEST ALONG BEACH FOR 0.1 MILE TO STATION ON DUNE
 AH1120'TO RIGHT.
 AH1120
 AH1120                          STATION RECOVERY (1969)
 AH1120
 AH1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1120'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 AH1120'IN THE ORIGINAL DESCRIPTION AND FOUND IN GOOD CONDITION.
 AH1120'THE TO REACH IS GOOD.
 AH1120'
 AH1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.4 MILES
 AH1120'SOUTHEAST OF ROCKPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1127 ***********************************************************************
 AH1127  DESIGNATION -  JOSEPH 1934
 AH1127  PID         -  AH1127
 AH1127  STATE/COUNTY-  TX/ARANSAS
 AH1127  USGS QUAD   -  ESTES (1975)
 AH1127
 AH1127                         *CURRENT SURVEY CONTROL
 AH1127  ___________________________________________________________________
 AH1127* NAD 83(1993)-  27 53 30.90950(N)    097 01 15.09975(W)     ADJUSTED  
 AH1127* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AH1127  ___________________________________________________________________
 AH1127  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AH1127  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH1127
 AH1127  HORZ ORDER  -  SECOND
 AH1127
 AH1127.The horizontal coordinates were established by classical geodetic methods
 AH1127.and adjusted by the National Geodetic Survey in February 1996..
 AH1127
 AH1127.The orthometric height was scaled from a topographic map.
 AH1127
 AH1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1127
 AH1127.The geoid height was determined by GEOID03.
 AH1127
 AH1127;                    North         East     Units Scale Factor Converg.
 AH1127;SPC TXSC     - 4,008,142.660   794,890.936   MT  1.00017727   +0 58 10.6
 AH1127;SPC TXSC     -13,150,048.04  2,607,904.68   sFT  1.00017727   +0 58 10.6
 AH1127;SPC TX S     - 5,247,403.057   445,634.678   MT  1.00001536   +0 40 17.5
 AH1127;SPC TX S     -17,215,854.86  1,462,053.11   sFT  1.00001536   +0 40 17.5
 AH1127;UTM  14      - 3,086,804.198   694,809.689   MT  1.00006844   +0 55 34.1
 AH1127
 AH1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1127!SPC TXSC     -   1.00000402  x   1.00017727  =   1.00018129
 AH1127!SPC TX S     -   1.00000402  x   1.00001536  =   1.00001938
 AH1127!UTM  14      -   1.00000402  x   1.00006844  =   1.00007246
 AH1127
 AH1127:                Primary Azimuth Mark                     Grid Az
 AH1127:SPC TXSC     -  ARANSAS PASS SPUR BCN 4                  196 21 22.4
 AH1127:SPC TX S     -  ARANSAS PASS SPUR BCN 4                  196 39 15.5
 AH1127:UTM  14      -  ARANSAS PASS SPUR BCN 4                  196 23 58.9
 AH1127
 AH1127|---------------------------------------------------------------------|
 AH1127| PID    Reference Object                     Distance      Geod. Az  |
 AH1127|                                                           dddmmss.s |
 AH1127| AH1166 ARANSAS PASS SPUR BCN 4             APPROX. 6.4 KM 1971933.0 |
 AH1127| AH1146 ARANSAS PASS LIGHTHOUSE             APPROX. 4.7 KM 2284112.0 |
 AH1127| AH1201 ARANSAS PASS NEW MUN TK             APPROX.12.8 KM 2782650.6 |
 AH1127|---------------------------------------------------------------------|
 AH1127
 AH1127                          SUPERSEDED SURVEY CONTROL
 AH1127
 AH1127  NAD 83(1986)-  27 53 30.91368(N)    097 01 15.07708(W) AD(       ) 2
 AH1127  NAD 27      -  27 53 29.82000(N)    097 01 14.12000(W) AD(       ) 2
 AH1127
 AH1127.Superseded values are not recommended for survey control.
 AH1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1127.See file dsdata.txt to determine how the superseded data were derived.
 AH1127
 AH1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9481086804(NAD 83)
 AH1127_MARKER: Z = SEE DESCRIPTION
 AH1127_SETTING: 0 = UNSPECIFIED SETTING
 AH1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1127
 AH1127  HISTORY     - Date     Condition        Report By
 AH1127  HISTORY     - 1934     MONUMENTED       CGS
 AH1127  HISTORY     - 1951     MARK NOT FOUND   CGS
 AH1127  HISTORY     - 1969     MARK NOT FOUND   CGS
 AH1127
 AH1127                          STATION DESCRIPTION
 AH1127
 AH1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (PLB)
 AH1127'STATION NOT DESCRIBED.  THE AREA OF ITS PLOTTED POSITION
 AH1127'WAS SEARCHED BUT NOTHING RESEMBLING A MONUMENTED STATION
 AH1127'COULD BE FOUND.  THE AREA FLOODS WITH STORM TIDES AND THE
 AH1127'STATION HAS PROBABLY BEEN DESTROYED.
 AH1127'
 AH1127'IT IS RECOMMENDED THE STATION BE CLASSIFIED LOST.
 AH1127
 AH1127                          STATION RECOVERY (1969)
 AH1127
 AH1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1127'THE PLOTTED POSITION PLACES THIS STATION IN A TIDAL FLAT.
 AH1127'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IT HAS BEEN
 AH1127'DESTROYED BY EROSION OR DEEPLY COVERED BY SAND.  NO PREVIOUS
 AH1127'DESCRIPTION WAS AVAILBLE.  STATION IS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1542 ***********************************************************************
 BL1542  DESIGNATION -  JOSEPH AZ MK
 BL1542  PID         -  BL1542
 BL1542  STATE/COUNTY-  TX/WALLER
 BL1542  USGS QUAD   -  WALLER NW (1980)
 BL1542
 BL1542                         *CURRENT SURVEY CONTROL
 BL1542  ___________________________________________________________________
 BL1542* NAD 83(1986)-  30 09 11.     (N)    095 53 44.     (W)     SCALED    
 BL1542* NAVD 88     -        91.17   (+/-2cm)     299.1    (feet)  VERTCON   
 BL1542  ___________________________________________________________________
 BL1542  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL1542
 BL1542  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1542
 BL1542.The horizontal coordinates were scaled from a topographic map and have
 BL1542.an estimated accuracy of +/- 6 seconds.
 BL1542
 BL1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1542.The vertical order pertains to the NGVD 29 superseded value.
 BL1542
 BL1542.The geoid height was determined by GEOID03.
 BL1542
 BL1542;                    North         East    Units  Estimated Accuracy
 BL1542;SPC TXSC     - 4,261,060.      899,030.      MT  (+/- 180 meters Scaled)
 BL1542
 BL1542                          SUPERSEDED SURVEY CONTROL
 BL1542
 BL1542  NGVD 29 (04/06/79)   91.159  (m)          299.08   (f) ADJUSTED    1 2
 BL1542
 BL1542.Superseded values are not recommended for survey control.
 BL1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1542.See file dsdata.txt to determine how the superseded data were derived.
 BL1542
 BL1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP211392(NAD 83)
 BL1542_MARKER: DZ = AZIMUTH MARK DISK
 BL1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1542_STAMPING: JOSEPH 1935 AZIMUTH
 BL1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1542+STABILITY: SURFACE MOTION
 BL1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1542+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 BL1542
 BL1542  HISTORY     - Date     Condition        Report By
 BL1542  HISTORY     - 1935     MONUMENTED       CGS
 BL1542  HISTORY     - 1954     GOOD             NGS
 BL1542  HISTORY     - 1978     GOOD             NGS
 BL1542  HISTORY     - 1987     GOOD             USPSQD
 BL1542  HISTORY     - 19990718 GOOD             USPSQD
 BL1542  HISTORY     - 20050825 GOOD             GEOCAC
 BL1542
 BL1542                          STATION DESCRIPTION
 BL1542
 BL1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1542'8.5 MI NE FROM WALLER.
 BL1542'0.35 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1542'RAILROAD STATION AT WALLER, THENCE 4.8 MILES NORTH ALONG THE FIELDS
 BL1542'STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER ROAD, THENCE 2.0 MILES
 BL1542'NORTH ALONG THE FIELDS STORE ROAD, THENCE 0.95 MILE EAST ALONG A DIRT
 BL1542'ROAD, 32 FEET SOUTH OF THE CENTER LINE OF A ROAD, 135 FEET WEST OF THE
 BL1542'CENTER LINE OF A PRIVATE DRIVEWAY, 30 FEET EAST OF THE CENTER LINE OF
 BL1542'A DRIVEWAY LEADING TO A FIELD, 4 FEET NORTH OF A FENCE, 5 FEET
 BL1542'NORTHWEST OF A WITNESS POST, 0.2 MILE EAST OF TRIANGULATION STATION
 BL1542'JOSEPH 1935, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT
 BL1542'ABOVE THE GROUND.
 BL1542
 BL1542                          STATION RECOVERY (1978)
 BL1542
 BL1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1542'RECOVERED IN GOOD CONDITION.
 BL1542
 BL1542                          STATION RECOVERY (1987)
 BL1542
 BL1542'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1542'RECOVERED IN GOOD CONDITION.
 BL1542
 BL1542                          STATION RECOVERY (1999)
 BL1542
 BL1542'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1542'RECOVERED IN GOOD CONDITION.
 BL1542
 BL1542                          STATION RECOVERY (2005)
 BL1542
 BL1542'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1542'40 FEET SOUTH OF THE CENTER LINE OF JOSEPH RD, 13 FEET SOUTH OF THE
 BL1542'NEAR POWER LINE, 45 FEET EAST OF A FENCE CORNER, 6 FEET
 BL1542'NORTH-NORTHWEST OF A LARGE CREPE MYRTLE BUSH, AND 0.1 FEET NORTH OF A
 BL1542'METAL WITNESS POST.
 BL1542'LAT/LON BY HANDHELD GPS(NAD83) N30 09 11.4 W095 53 45.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1541 ***********************************************************************
 BL1541  DESIGNATION -  JOSEPH RM 1
 BL1541  PID         -  BL1541
 BL1541  STATE/COUNTY-  TX/WALLER
 BL1541  USGS QUAD   -  WALLER NW (1980)
 BL1541
 BL1541                         *CURRENT SURVEY CONTROL
 BL1541  ___________________________________________________________________
 BL1541* NAD 83(1986)-  30 09 12.     (N)    095 53 57.     (W)     SCALED    
 BL1541* NAVD 88     -        91.38   (+/-2cm)     299.8    (feet)  VERTCON   
 BL1541  ___________________________________________________________________
 BL1541  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL1541
 BL1541  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1541
 BL1541.The horizontal coordinates were scaled from a topographic map and have
 BL1541.an estimated accuracy of +/- 6 seconds.
 BL1541
 BL1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1541.The vertical order pertains to the NGVD 29 superseded value.
 BL1541
 BL1541.The geoid height was determined by GEOID03.
 BL1541
 BL1541;                    North         East    Units  Estimated Accuracy
 BL1541;SPC TXSC     - 4,261,090.      898,680.      MT  (+/- 180 meters Scaled)
 BL1541
 BL1541                          SUPERSEDED SURVEY CONTROL
 BL1541
 BL1541  NGVD 29 (??/??/92)   91.368  (m)          299.76   (f) ADJ UNCH    2 0
 BL1541
 BL1541.Superseded values are not recommended for survey control.
 BL1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1541.See file dsdata.txt to determine how the superseded data were derived.
 BL1541
 BL1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP207393(NAD 83)
 BL1541_MARKER: DR = REFERENCE MARK DISK
 BL1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1541_STAMPING: JOSEPH NO 1 1935
 BL1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1541+STABILITY: SURFACE MOTION
 BL1541
 BL1541  HISTORY     - Date     Condition        Report By
 BL1541  HISTORY     - 1935     MONUMENTED       CGS
 BL1541  HISTORY     - 1954     GOOD             NGS
 BL1541  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1541  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1541
 BL1541                          STATION DESCRIPTION
 BL1541
 BL1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1541'8.3 MI NE FROM WALLER.
 BL1541'0.35 MILE EAST ALONG AN OILED ROAD FRON THE TEXAS AND NEW ORLEANS
 BL1541'RAILROAD STATION AT WALLER, THENCE 4.8 MILES NORTH ALONG THE FIELDS
 BL1541'STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER ROAD, THENCE 2.0 MILE
 BL1541'NORTH ALONG THE FIELDS STORE ROAD, THENCE 0.75 MILE EAST ALONG A DIRT
 BL1541'ROAD, 169 FEET NORTH OF THE CENTER LINE OF A ROAD, AT THE NORTHEAST
 BL1541'CORNER OF A SMALL CULTIVATED FIELD, 4 FEET SOUTH OF A 24 INCH OAK
 BL1541'TREE, 121.0 FEET EAST OF TRIANGULATION STATION JOSEPH 1935, SET IN THE
 BL1541'TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 BL1541
 BL1541                          STATION RECOVERY (1978)
 BL1541
 BL1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1541'NOT RECOVERED.  NOTE=DESCRIPTION DID NOT FIT SURROUNDINGS.
 BL1541
 BL1541                          STATION RECOVERY (1987)
 BL1541
 BL1541'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1540 ***********************************************************************
 BL1540  DESIGNATION -  JOSEPH RM 2
 BL1540  PID         -  BL1540
 BL1540  STATE/COUNTY-  TX/WALLER
 BL1540  USGS QUAD   -  WALLER NW (1980)
 BL1540
 BL1540                         *CURRENT SURVEY CONTROL
 BL1540  ___________________________________________________________________
 BL1540* NAD 83(1986)-  30 09 13.     (N)    095 53 59.     (W)     SCALED    
 BL1540* NAVD 88     -        92.24   (+/-2cm)     302.6    (feet)  VERTCON   
 BL1540  ___________________________________________________________________
 BL1540  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BL1540
 BL1540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1540
 BL1540.The horizontal coordinates were scaled from a topographic map and have
 BL1540.an estimated accuracy of +/- 6 seconds.
 BL1540
 BL1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1540.The vertical order pertains to the NGVD 29 superseded value.
 BL1540
 BL1540.The geoid height was determined by GEOID03.
 BL1540
 BL1540;                    North         East    Units  Estimated Accuracy
 BL1540;SPC TXSC     - 4,261,120.      898,630.      MT  (+/- 180 meters Scaled)
 BL1540
 BL1540                          SUPERSEDED SURVEY CONTROL
 BL1540
 BL1540  NGVD 29 (??/??/92)   92.226  (m)          302.58   (f) ADJ UNCH    2 0
 BL1540
 BL1540.Superseded values are not recommended for survey control.
 BL1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1540.See file dsdata.txt to determine how the superseded data were derived.
 BL1540
 BL1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP207393(NAD 83)
 BL1540_MARKER: DR = REFERENCE MARK DISK
 BL1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1540_STAMPING: JOSEPH NO 2 1935
 BL1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1540+STABILITY: SURFACE MOTION
 BL1540
 BL1540  HISTORY     - Date     Condition        Report By
 BL1540  HISTORY     - 1935     MONUMENTED       CGS
 BL1540  HISTORY     - 1954     GOOD             NGS
 BL1540  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1540  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1540
 BL1540                          STATION DESCRIPTION
 BL1540
 BL1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1540'8.3 MI NE FROM WALLER.
 BL1540'0.35 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1540'RAILROAD STATION AT WALLER, THENCE 4.8 MILES NORTH ALONG THE FIELDS
 BL1540'STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER ROAD, THENCE 2.0 MILE
 BL1540'NORTH ALONG THE FIELDS STORE ROAD, THENCE 0.75 MILE EAST ALONG A DIRT
 BL1540'ROAD, 13 FEET EAST OF THE CENTERLINE OF A TRACK ROAD LEADING NORTH, 1
 BL1540'FOOT EAST OF A FENCE, AT THE WEST EDGE OF A CULTIVAT FIELD, 124.0 FEET
 BL1540'NORTHWEST OF TRIANGULATION STATION JOSEPH 1935, SET IN THE TOP OF A
 BL1540'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BL1540
 BL1540                          STATION RECOVERY (1978)
 BL1540
 BL1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1540'NOT RECOVERED.  NOTE=DESCRIPTION DID NOT FIT SURROUNDINGS.
 BL1540
 BL1540                          STATION RECOVERY (1987)
 BL1540
 BL1540'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3106 ***********************************************************************
 CS3106  DESIGNATION -  JOSHUA LONE STAR GAS CO WTR TK
 CS3106  PID         -  CS3106
 CS3106  STATE/COUNTY-  TX/JOHNSON
 CS3106  USGS QUAD   -  JOSHUA (1978)
 CS3106
 CS3106                         *CURRENT SURVEY CONTROL
 CS3106  ___________________________________________________________________
 CS3106* NAD 83(1993)-  32 28 04.18173(N)    097 22 41.92184(W)     ADJUSTED  
 CS3106* NAVD 88     -                                                        
 CS3106  ___________________________________________________________________
 CS3106  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 CS3106  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS3106
 CS3106  HORZ ORDER  -  THIRD
 CS3106
 CS3106.The horizontal coordinates were established by classical geodetic methods
 CS3106.and adjusted by the National Geodetic Survey in February 1996..
 CS3106
 CS3106
 CS3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3106
 CS3106.The geoid height was determined by GEOID03.
 CS3106
 CS3106;                    North         East     Units Scale Factor Converg.
 CS3106;SPC TXNC     - 2,089,404.511   705,440.151   MT  0.99992417   +0 36 42.3
 CS3106;SPC TXNC     - 6,854,987.97  2,314,431.56   sFT  0.99992417   +0 36 42.3
 CS3106;UTM  14      - 3,593,450.856   652,402.958   MT  0.99988642   +0 52 14.6
 CS3106
 CS3106                          SUPERSEDED SURVEY CONTROL
 CS3106
 CS3106  NAD 83(1986)-  32 28 04.18614(N)    097 22 41.90278(W) AD(       ) 4
 CS3106  NAD 27      -  32 28 03.68200(N)    097 22 40.84300(W) AD(       ) 3
 CS3106
 CS3106.Superseded values are not recommended for survey control.
 CS3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3106.See file dsdata.txt to determine how the superseded data were derived.
 CS3106
 CS3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5240393451(NAD 83)
 CS3106_MARKER: 51 = TANK
 CS3106
 CS3106  HISTORY     - Date     Condition        Report By
 CS3106  HISTORY     - 1948     FIRST OBSERVED   CGS
 CS3106  HISTORY     - 19940328 MARK NOT FOUND   USPSQD
 CS3106
 CS3106                          STATION DESCRIPTION
 CS3106
 CS3106'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3106'THE STATION IS LOCATED ABOUT 0.75 MILE NORTHEAST OF JOSHUA.
 CS3106'IT IS A 4 LEGGED STEEL STRUCTURE ABOUT 50 FEET HIGH AND
 CS3106'PAINTED SILVER.
 CS3106'
 CS3106'TO REACH FROM THE POST OFFICE IN JOSHUA, GO NORTH ON HIGHWAY
 CS3106'174 FOR 0.2 MILE, TURN RIGHT ON DIRT ROAD FOR 0.65 MILE TO A T
 CS3106'INTERSECTION, TURN LEFT FOR 0.15 MILE TO THE ENTRANCE TO THE LONE
 CS3106'STAR GAS CO. AND STATION.
 CS3106'
 CS3106'THE POINT INTERSECTED WAS THE BALL ON TOP OF TANK.
 CS3106
 CS3106                          STATION RECOVERY (1994)
 CS3106
 CS3106'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3107 ***********************************************************************
 CS3107  DESIGNATION -  JOSHUA MUNICIPAL TANK
 CS3107  PID         -  CS3107
 CS3107  STATE/COUNTY-  TX/JOHNSON
 CS3107  USGS QUAD   -  JOSHUA (1978)
 CS3107
 CS3107                         *CURRENT SURVEY CONTROL
 CS3107  ___________________________________________________________________
 CS3107* NAD 83(1993)-  32 27 38.62083(N)    097 23 14.55125(W)     ADJUSTED  
 CS3107* NAVD 88     -                                                        
 CS3107  ___________________________________________________________________
 CS3107  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 CS3107  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CS3107
 CS3107  HORZ ORDER  -  THIRD
 CS3107
 CS3107.The horizontal coordinates were established by classical geodetic methods
 CS3107.and adjusted by the National Geodetic Survey in February 1996..
 CS3107
 CS3107
 CS3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3107
 CS3107.The geoid height was determined by GEOID03.
 CS3107
 CS3107;                    North         East     Units Scale Factor Converg.
 CS3107;SPC TXNC     - 2,088,608.172   704,596.520   MT  0.99992543   +0 36 24.5
 CS3107;SPC TXNC     - 6,852,375.31  2,311,663.75   sFT  0.99992543   +0 36 24.5
 CS3107;UTM  14      - 3,592,650.745   651,562.968   MT  0.99988327   +0 51 56.5
 CS3107
 CS3107                          SUPERSEDED SURVEY CONTROL
 CS3107
 CS3107  NAD 83(1986)-  32 27 38.62528(N)    097 23 14.53219(W) AD(       ) 4
 CS3107  NAD 27      -  32 27 38.12200(N)    097 23 13.47200(W) AD(       ) 3
 CS3107
 CS3107.Superseded values are not recommended for survey control.
 CS3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3107.See file dsdata.txt to determine how the superseded data were derived.
 CS3107
 CS3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5156392651(NAD 83)
 CS3107_MARKER: 51 = TANK
 CS3107
 CS3107  HISTORY     - Date     Condition        Report By
 CS3107  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS3107  HISTORY     - 19940328 MARK NOT FOUND   USPSQD
 CS3107
 CS3107                          STATION DESCRIPTION
 CS3107
 CS3107'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (GLS)
 CS3107'THE STATION IS LOCATED 1-1/2 BLOCKS SOUTH OF AND 1/2 BLOCK
 CS3107'EAST OF THE POST OFFICE IN JOSHUA.  IT IS A 4 LEGGED, STEEL
 CS3107'STRUCTURE WHICH IS PAINTED WHITE AND IS 20 FEET SQUARE AT THE
 CS3107'BASE AND APPROXIMATELY 60 FEET HIGH.
 CS3107'
 CS3107'THE POINT INTERSECTED WAS THE CENTER OF THE TOP.
 CS3107
 CS3107                          STATION RECOVERY (1994)
 CS3107
 CS3107'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0624 ***********************************************************************
 AO0624  DESIGNATION -  JOURDANTON
 AO0624  PID         -  AO0624
 AO0624  STATE/COUNTY-  TX/ATASCOSA
 AO0624  USGS QUAD   -  JOURDANTON (1968)
 AO0624
 AO0624                         *CURRENT SURVEY CONTROL
 AO0624  ___________________________________________________________________
 AO0624* NAD 83(1993)-  28 56 42.35810(N)    098 34 37.60989(W)     ADJUSTED  
 AO0624* NAVD 88     -       164.8    (meters)     541.     (feet)  VERTCON   
 AO0624  ___________________________________________________________________
 AO0624  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AO0624  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AO0624
 AO0624  HORZ ORDER  -  FIRST
 AO0624
 AO0624.The horizontal coordinates were established by classical geodetic methods
 AO0624.and adjusted by the National Geodetic Survey in February 1996..
 AO0624
 AO0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0624
 AO0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0624
 AO0624.The geoid height was determined by GEOID03.
 AO0624
 AO0624;                    North         East     Units Scale Factor Converg.
 AO0624;SPC TXSC     - 4,123,288.571   641,222.538   MT  0.99988623   +0 12 25.8
 AO0624;SPC TXSC     -13,527,822.59  2,103,744.28   sFT  0.99988623   +0 12 25.8
 AO0624;UTM  14      - 3,201,976.738   541,211.028   MT  0.99962096   +0 12 16.8
 AO0624
 AO0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0624!SPC TXSC     -   0.99997808  x   0.99988623  =   0.99986431
 AO0624!UTM  14      -   0.99997808  x   0.99962096  =   0.99959905
 AO0624
 AO0624:                Primary Azimuth Mark                     Grid Az
 AO0624:SPC TXSC     -  JOURDANTON AZ MK                         117 04 57.4
 AO0624:UTM  14      -  JOURDANTON AZ MK                         117 05 06.4
 AO0624
 AO0624|---------------------------------------------------------------------|
 AO0624| PID    Reference Object                     Distance      Geod. Az  |
 AO0624|                                                           dddmmss.s |
 AO0624| CV5299 JOURDANTON AZ MK                                   1171723.2 |
 AO0624| AO0623 JOURDANTON DOWELL RAD MAST          APPROX. 2.7 KM 1184410.6 |
 AO0624| CV5300 JOURDANTON RM 1                      13.515 METERS 12933     |
 AO0624| AO0622 JOURDANTON ATASCOSA CO CTHSE        APPROX. 4.1 KM 1324556.0 |
 AO0624| AO0625 JOURDANTON EXXON MICROWAVE          APPROX. 7.1 KM 1832252.1 |
 AO0624| CV5301 JOURDANTON RM 2                      12.685 METERS 28422     |
 AO0624| AY1939 POTEET NEW MUN TANK                 APPROX.11.4 KM 3574950.0 |
 AO0624|---------------------------------------------------------------------|
 AO0624
 AO0624                          SUPERSEDED SURVEY CONTROL
 AO0624
 AO0624  NAD 83(1986)-  28 56 42.36287(N)    098 34 37.58801(W) AD(       ) 1
 AO0624  NAD 27      -  28 56 41.45946(N)    098 34 36.51964(W) AD(       ) 1
 AO0624  NGVD 29 (07/19/86)  164.7    (m)          540.     (f) VERT ANG       
 AO0624
 AO0624.Superseded values are not recommended for survey control.
 AO0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0624.See file dsdata.txt to determine how the superseded data were derived.
 AO0624
 AO0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4121101977(NAD 83)
 AO0624_MARKER: DS = TRIANGULATION STATION DISK
 AO0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0624
 AO0624  HISTORY     - Date     Condition        Report By
 AO0624  HISTORY     - 1975     MONUMENTED       NGS
 AO0624  HISTORY     - 19970418 GOOD             USPSQD
 AO0624  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AO0624
 AO0624                          STATION DESCRIPTION
 AO0624
 AO0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 AO0624'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH IN FENCELINE.
 AO0624'
 AO0624'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF POTEET,
 AO0624'2-3/4 MILES NORTHWEST OF JOURDANTON AND ALONG THE SOUTHWEST
 AO0624'RIGHT-OF-WAY OF STATE HIGHWAY 173.  MR. R.E. STOTZER JR.,
 AO0624'DISTRICT ENGINEER, TEXAS HIGHWAY DEPARTMENT, P.O. BOX 29928,
 AO0624'SAN ANTONIO, TEXAS, 78284, GAVE PERMISSION TO ESTABLISH THE
 AO0624'STATION.
 AO0624'
 AO0624'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND
 AO0624'97 IN JOURDANTON, GO NORTH ON STATE HIGHWAY 16 FOR 1.65 MILES TO
 AO0624'THE JUNCTION WITH STATE HIGHWAY 173 AND THE AZIMUTH MARK.  TURN
 AO0624'LEFT AND GO NORTHWEST ON STATE HIGHWAY 173 FOR 1.2 MILES TO THE
 AO0624'STATION ON THE LEFT.
 AO0624'
 AO0624'STATION MARKS ARE STANDARD DISKS STAMPED JOURDANTON 1975.  THE
 AO0624'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 AO0624'CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT
 AO0624'IS 51 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 173 AND 9
 AO0624'FEET NORTH OF A FENCELINE AND METAL WITNESS POST.  THE
 AO0624'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 AO0624'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AO0624'
 AO0624'REFERENCE MARK 1, A STANDARD DISK STAMPED JOURDANTON NO 1 1975,
 AO0624'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AO0624'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 60 FEET SOUTH
 AO0624'OF THE CENTERLINE OF STATE HIGHWAY 173 AND 1 FOOT NORTH OF THE
 AO0624'FENCELINE.
 AO0624'
 AO0624'REFERENCE MARK 2, A STANDARD DISK STAMPED JOURDANTON NO 2 1975,
 AO0624'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AO0624'IS FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET SOUTH OF THE
 AO0624'CENTERLINE OF STATE HIGHWAY 173 AND 1 FOOT NORTH OF THE FENCELINE.
 AO0624'
 AO0624'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED
 AO0624'JOURDANTON AZ 1975, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 AO0624'CURBING OF THE JUNCTION OF STATE HIGHWAY 16 AND 173.  IT IS 48
 AO0624'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 16, 16 FEET NORTHEAST
 AO0624'OF THE CENTER OF TURN AND 16 FEET SOUTHWEST OF THE CENTER OF
 AO0624'TURN OFF.
 AO0624'
 AO0624'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
 AO0624
 AO0624                          STATION RECOVERY (1997)
 AO0624
 AO0624'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0624'RECOVERED IN GOOD CONDITION.
 AO0624
 AO0624                          STATION RECOVERY (2005)
 AO0624
 AO0624'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AO0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0622 ***********************************************************************
 AO0622  DESIGNATION -  JOURDANTON ATASCOSA CO CTHSE
 AO0622  PID         -  AO0622
 AO0622  STATE/COUNTY-  TX/ATASCOSA
 AO0622  USGS QUAD   -  JOURDANTON (1968)
 AO0622
 AO0622                         *CURRENT SURVEY CONTROL
 AO0622  ___________________________________________________________________
 AO0622* NAD 83(1993)-  28 55 11.14834(N)    098 32 45.53824(W)     ADJUSTED  
 AO0622* NAVD 88     -                                                        
 AO0622  ___________________________________________________________________
 AO0622  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AO0622  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AO0622
 AO0622  HORZ ORDER  -  THIRD
 AO0622
 AO0622.The horizontal coordinates were established by classical geodetic methods
 AO0622.and adjusted by the National Geodetic Survey in February 1996..
 AO0622
 AO0622
 AO0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0622
 AO0622.The geoid height was determined by GEOID03.
 AO0622
 AO0622;                    North         East     Units Scale Factor Converg.
 AO0622;SPC TXSC     - 4,120,492.173   644,268.045   MT  0.99988931   +0 13 20.7
 AO0622;SPC TXSC     -13,518,648.07  2,113,736.08   sFT  0.99988931   +0 13 20.7
 AO0622;UTM  14      - 3,199,180.939   544,255.596   MT  0.99962417   +0 13 10.4
 AO0622
 AO0622                          SUPERSEDED SURVEY CONTROL
 AO0622
 AO0622  NAD 83(1986)-  28 55 11.15283(N)    098 32 45.51527(W) AD(       ) 4
 AO0622  NAD 27      -  28 55 10.24570(N)    098 32 44.44749(W) AD(       ) 3
 AO0622
 AO0622.Superseded values are not recommended for survey control.
 AO0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0622.See file dsdata.txt to determine how the superseded data were derived.
 AO0622
 AO0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4425699181(NAD 83)
 AO0622_MARKER: 86 = CUPOLA
 AO0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0622+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AO0622
 AO0622  HISTORY     - Date     Condition        Report By
 AO0622  HISTORY     - 1975     FIRST OBSERVED   NGS
 AO0622  HISTORY     - 19970418 GOOD             USPSQD
 AO0622  HISTORY     - 20050521 GOOD             USPSQD
 AO0622
 AO0622                          STATION DESCRIPTION
 AO0622
 AO0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 AO0622'JOURDANTON, ATASCOSA COUNTY COURTHOUSE IS A LARGE RED BRICK
 AO0622'STRUCTURE LOCATED AT THE WEST EDGE OF THE BUSINESS AREA OF
 AO0622'JOURDANTON.  IT HAS A LARGE SQUARE LOOKOUT OR CUPOLA AT EACH
 AO0622'CORNER AND A HIGHER ONE IN THE CENTER OF THE BUILDING.
 AO0622'
 AO0622'THE STATION IS THE TOP CENTER OF THE CENTER CUPOLA.
 AO0622
 AO0622                          STATION RECOVERY (1997)
 AO0622
 AO0622'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0622'RECOVERED IN GOOD CONDITION.
 AO0622
 AO0622                          STATION RECOVERY (2005)
 AO0622
 AO0622'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AO0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0623 ***********************************************************************
 AO0623  DESIGNATION -  JOURDANTON DOWELL RAD MAST
 AO0623  PID         -  AO0623
 AO0623  STATE/COUNTY-  TX/ATASCOSA
 AO0623  USGS QUAD   -  JOURDANTON (1968)
 AO0623
 AO0623                         *CURRENT SURVEY CONTROL
 AO0623  ___________________________________________________________________
 AO0623* NAD 83(1993)-  28 56 00.81220(N)    098 33 11.49260(W)     ADJUSTED  
 AO0623* NAVD 88     -                                                        
 AO0623  ___________________________________________________________________
 AO0623  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AO0623  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AO0623
 AO0623  HORZ ORDER  -  THIRD
 AO0623
 AO0623.The horizontal coordinates were established by classical geodetic methods
 AO0623.and adjusted by the National Geodetic Survey in February 1996..
 AO0623
 AO0623
 AO0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0623
 AO0623.The geoid height was determined by GEOID03.
 AO0623
 AO0623;                    North         East     Units Scale Factor Converg.
 AO0623;SPC TXSC     - 4,122,018.304   643,559.255   MT  0.99988761   +0 13 08.0
 AO0623;SPC TXSC     -13,523,655.05  2,111,410.66   sFT  0.99988761   +0 13 08.0
 AO0623;UTM  14      - 3,200,706.700   543,547.068   MT  0.99962340   +0 12 58.2
 AO0623
 AO0623                          SUPERSEDED SURVEY CONTROL
 AO0623
 AO0623  NAD 83(1986)-  28 56 00.81711(N)    098 33 11.47039(W) AD(       ) 4
 AO0623  NAD 27      -  28 55 59.91329(N)    098 33 10.40464(W) AD(       ) 3
 AO0623
 AO0623.Superseded values are not recommended for survey control.
 AO0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0623.See file dsdata.txt to determine how the superseded data were derived.
 AO0623
 AO0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4354700707(NAD 83)
 AO0623_MARKER: 42 = RADIO/TV MAST
 AO0623
 AO0623  HISTORY     - Date     Condition        Report By
 AO0623  HISTORY     - 1975     FIRST OBSERVED   NGS
 AO0623  HISTORY     - 19970418 GOOD             USPSQD
 AO0623  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AO0623
 AO0623                          STATION DESCRIPTION
 AO0623
 AO0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 AO0623'JOURDANTON, DOWELL COMPANY, RADIO KKL 231 MAST IS A
 AO0623'TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 AO0623'ALTERNATELY RED AND WHITE, WITH AN OVERALL HEIGHT OF 290 FEET.
 AO0623'
 AO0623'THE MAST IS LOCATED IN THE NORTH EDGE OF JOURDANTON.
 AO0623'
 AO0623'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 97 AND 16 IN
 AO0623'JOURDANTON, GO NORTH ON HIGHWAY 16 FOR 1.0 MILE TO A
 AO0623'CROSSROAD.  TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.3 MILE TO
 AO0623'MAST ON THE LEFT.
 AO0623'
 AO0623'STATION IS THE RED LIGHT ATOP THE MAST.
 AO0623
 AO0623                          STATION RECOVERY (1997)
 AO0623
 AO0623'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0623'RECOVERED IN GOOD CONDITION.
 AO0623
 AO0623                          STATION RECOVERY (2005)
 AO0623
 AO0623'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AO0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0625 ***********************************************************************
 AO0625  DESIGNATION -  JOURDANTON EXXON MICROWAVE
 AO0625  PID         -  AO0625
 AO0625  STATE/COUNTY-  TX/ATASCOSA
 AO0625  USGS QUAD   -  JOURDANTON (1968)
 AO0625
 AO0625                         *CURRENT SURVEY CONTROL
 AO0625  ___________________________________________________________________
 AO0625* NAD 83(1993)-  28 52 51.93474(N)    098 34 53.07724(W)     ADJUSTED  
 AO0625* NAVD 88     -                                                        
 AO0625  ___________________________________________________________________
 AO0625  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AO0625  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AO0625
 AO0625  HORZ ORDER  -  THIRD
 AO0625
 AO0625.The horizontal coordinates were established by classical geodetic methods
 AO0625.and adjusted by the National Geodetic Survey in February 1996..
 AO0625
 AO0625
 AO0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0625
 AO0625.The geoid height was determined by GEOID03.
 AO0625
 AO0625;                    North         East     Units Scale Factor Converg.
 AO0625;SPC TXSC     - 4,116,193.772   640,829.111   MT  0.99989439   +0 12 18.3
 AO0625;SPC TXSC     -13,504,545.73  2,102,453.51   sFT  0.99989439   +0 12 18.3
 AO0625;UTM  14      - 3,194,883.870   540,817.372   MT  0.99962056   +0 12 07.8
 AO0625
 AO0625                          SUPERSEDED SURVEY CONTROL
 AO0625
 AO0625  NAD 83(1986)-  28 52 51.93996(N)    098 34 53.05438(W) AD(       ) 4
 AO0625  NAD 27      -  28 52 51.02753(N)    098 34 51.98377(W) AD(       ) 3
 AO0625
 AO0625.Superseded values are not recommended for survey control.
 AO0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0625.See file dsdata.txt to determine how the superseded data were derived.
 AO0625
 AO0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4081794884(NAD 83)
 AO0625_MARKER: 44 = MICROWAVE MAST
 AO0625
 AO0625  HISTORY     - Date     Condition        Report By
 AO0625  HISTORY     - 1975     FIRST OBSERVED   NGS
 AO0625  HISTORY     - 19970418 GOOD             USPSQD
 AO0625
 AO0625                          STATION DESCRIPTION
 AO0625
 AO0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 AO0625'JOURDANTON, NATURAL GAS PLANT, MICROWAVE KRH 722 MAST IS A
 AO0625'TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED SILVER, HAS
 AO0625'3 REFLECTORS AT THE TOP, AND AN OVERALL HEIGHT OF 150 FEET.
 AO0625'
 AO0625'THE MAST IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF JOURDANTON.
 AO0625'
 AO0625'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 97 AND 16
 AO0625'IN JOURDANTON, GO SOUTH ON HIGHWAY 16 FOR 2.75 MILES TO A
 AO0625'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON PAVED ROAD
 AO0625'FOR 2.5 MILES TO THE EXXON NATURAL GAS PLANT AND MAST.
 AO0625'
 AO0625'STATION IS THE RED LIGHT ATOP THE MAST.
 AO0625
 AO0625                          STATION RECOVERY (1997)
 AO0625
 AO0625'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5544 ***********************************************************************
 AH5544  DESIGNATION -  JOURDANTON WT SEC
 AH5544  PID         -  AH5544
 AH5544  STATE/COUNTY-  TX/ATASCOSA
 AH5544  USGS QUAD   -  JOURDANTON (1968)
 AH5544
 AH5544                         *CURRENT SURVEY CONTROL
 AH5544  ___________________________________________________________________
 AH5544* NAD 83(1993)-  28 55 10.85369(N)    098 32 35.72015(W)     ADJUSTED  
 AH5544* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 AH5544  ___________________________________________________________________
 AH5544  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AH5544  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AH5544
 AH5544  HORZ ORDER  -  THIRD
 AH5544
 AH5544.The horizontal coordinates were established by classical geodetic methods
 AH5544.and adjusted by the National Geodetic Survey in July 1998..
 AH5544
 AH5544.The orthometric height was scaled from a topographic map.
 AH5544
 AH5544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5544
 AH5544.The geoid height was determined by GEOID03.
 AH5544
 AH5544;                    North         East     Units Scale Factor Converg.
 AH5544;SPC TXSC     - 4,120,484.138   644,533.994   MT  0.99988932   +0 13 25.6
 AH5544;SPC TXSC     -13,518,621.71  2,114,608.61   sFT  0.99988932   +0 13 25.6
 AH5544;UTM  14      - 3,199,172.892   544,521.474   MT  0.99962446   +0 13 15.2
 AH5544
 AH5544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5544!SPC TXSC     -   0.99998087  x   0.99988932  =   0.99987019
 AH5544!UTM  14      -   0.99998087  x   0.99962446  =   0.99960534
 AH5544
 AH5544                          SUPERSEDED SURVEY CONTROL
 AH5544
 AH5544.No superseded survey control is available for this station.
 AH5544
 AH5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS4452199173(NAD 83)
 AH5544_MARKER: 51 = TANK
 AH5544
 AH5544  HISTORY     - Date     Condition        Report By
 AH5544  HISTORY     - 1964     FIRST OBSERVED   USGS
 AH5544  HISTORY     - 20050521 GOOD             USPSQD
 AH5544
 AH5544                          STATION DESCRIPTION
 AH5544
 AH5544'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AH5544'STATION LOCATED IN JOURDANTON, THE COUNTY SEAT OF ATASCOSA COUNTY,
 AH5544'TEXAS.  IT IS A FOUR-LEGGED STEEL STRUCTURE PAINTED SILVER, AND IS THE
 AH5544'MUNICIPAL WATER TANK.  IT HAS A CONICAL ROOF WITH A BALL ON TOP. POINT
 AH5544'OBSERVED ON WAS THE BALL, SLIGHTLY OFF-CENTER IN RELATION TO THE
 AH5544'STANDPIPE.
 AH5544'THE TOWER IS ABOUT TWO BLOCKS E. OF HIGHWAYS 97 AND 173.  IT IS AT
 AH5544'PRESENT THE ONLY WATER TANK IN JOURDANTON.
 AH5544'STATION MARK--POINT OBSERVED WAS BALL ATOP MUNICIPAL WATER TANK.
 AH5544
 AH5544                          STATION RECOVERY (2005)
 AH5544
 AH5544'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 AH5544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0766 ***********************************************************************
 BN0766  DESIGNATION -  JOY
 BN0766  PID         -  BN0766
 BN0766  STATE/COUNTY-  TX/KIMBLE
 BN0766  USGS QUAD   -  TOBE BRANCH (1974)
 BN0766
 BN0766                         *CURRENT SURVEY CONTROL
 BN0766  ___________________________________________________________________
 BN0766* NAD 83(1993)-  30 23 16.18245(N)    099 36 57.22921(W)     ADJUSTED  
 BN0766* NAVD 88     -       625.     (meters)    2051.     (feet)  SCALED    
 BN0766  ___________________________________________________________________
 BN0766  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 BN0766  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BN0766
 BN0766  HORZ ORDER  -  SECOND
 BN0766
 BN0766.The horizontal coordinates were established by classical geodetic methods
 BN0766.and adjusted by the National Geodetic Survey in February 1996..
 BN0766
 BN0766.The orthometric height was scaled from a topographic map.
 BN0766
 BN0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0766
 BN0766.The geoid height was determined by GEOID03.
 BN0766
 BN0766;                    North         East     Units Scale Factor Converg.
 BN0766;SPC TX C     - 3,080,167.741   768,947.309   MT  0.99993867   +0 22 10.3
 BN0766;SPC TX C     -10,105,517.00  2,522,787.96   sFT  0.99993867   +0 22 10.3
 BN0766;SPC TXSC     - 4,283,276.920   540,805.205   MT  1.00003186   -0 18 06.2
 BN0766;SPC TXSC     -14,052,717.70  1,774,291.74   sFT  1.00003186   -0 18 06.2
 BN0766;UTM  14      - 3,361,922.034   440,829.934   MT  0.99964319   -0 18 41.6
 BN0766
 BN0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0766!SPC TX C     -   0.99990530  x   0.99993867  =   0.99984397
 BN0766!SPC TXSC     -   0.99990530  x   1.00003186  =   0.99993715
 BN0766!UTM  14      -   0.99990530  x   0.99964319  =   0.99954852
 BN0766
 BN0766:                Primary Azimuth Mark                     Grid Az
 BN0766:SPC TX C     -  JOY AZ MK                                144 49 47.1
 BN0766:SPC TXSC     -  JOY AZ MK                                145 30 03.6
 BN0766:UTM  14      -  JOY AZ MK                                145 30 39.0
 BN0766
 BN0766|---------------------------------------------------------------------|
 BN0766| PID    Reference Object                     Distance      Geod. Az  |
 BN0766|                                                           dddmmss.s |
 BN0766| BN0769 JOY AZ MK                           APPROX. 0.6 KM 1451157.4 |
 BN0766| CV5302 JOY RM 1                             22.554 METERS 20730     |
 BN0766| BN0778 WINDMILL NEAR STATION ALLEN         APPROX.17.2 KM 2290703.9 |
 BN0766| BN0765 JOY 2                                24.431 METERS 24524     |
 BN0766| CV5303 JOY RM 2                             22.398 METERS 33646     |
 BN0766|---------------------------------------------------------------------|
 BN0766
 BN0766                          SUPERSEDED SURVEY CONTROL
 BN0766
 BN0766  NAD 83(1986)-  30 23 16.18878(N)    099 36 57.21868(W) AD(       ) 2
 BN0766  NAD 27      -  30 23 15.50100(N)    099 36 56.00600(W) AD(       ) 2
 BN0766
 BN0766.Superseded values are not recommended for survey control.
 BN0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0766.See file dsdata.txt to determine how the superseded data were derived.
 BN0766
 BN0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU4083061922(NAD 83)
 BN0766_MARKER: DS = TRIANGULATION STATION DISK
 BN0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0766
 BN0766  HISTORY     - Date     Condition        Report By
 BN0766  HISTORY     - 1944     MONUMENTED       CGS
 BN0766  HISTORY     - 1965     SEE DESCRIPTION  CGS
 BN0766
 BN0766                          STATION DESCRIPTION
 BN0766
 BN0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0766'STATION IS LOCATED 12 MILES, AIR LINE, SE OF JUNCTION AND
 BN0766'23 MILES, AIR LINE, WNW OF HARPER.  IT IS ABOUT 1 MILE E
 BN0766'OF JOHNSON FORK, 1 MILE N OF JOY CREEK, ON THE W SIDE OF
 BN0766'U.S. HIGHWAY 290, ABOUT 20 FEET HIGHER THAN THE HIGHWAY.
 BN0766'IT IS AT ABOUT THE CENTER OF A DEEP CUT AND 1 FOOT N OF THE
 BN0766'S RIGHT-OF-WAY FENCE.
 BN0766'
 BN0766'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BN0766'CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT
 BN0766'IS STAMPED JOY 1944.  UNDERGROUND MARK 24 INCHES DOWN.
 BN0766'
 BN0766'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 BN0766'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 BN0766'IT IS STAMPED JOY NO 1 1944.
 BN0766'
 BN0766'REFERENCE MARK 2 IS 1 FOOT N OF THE RIGHT-OF-WAY FENCE.  IT
 BN0766'IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE
 BN0766'POST THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 BN0766'STAMPED JOY NO 2 1944.
 BN0766'
 BN0766'AZIMUTH MARK IS ON THE N SIDE OF U.S. HIGHWAY 290, 10 FEET
 BN0766'N OF THE RIGHT-OF-WAY FENCE, AND 10 FEET N OF A 4- BY 4-INCH
 BN0766'WOODEN MARKER POST.  IT IS A BRONZE AZIMUTH DISK SET IN
 BN0766'BEDROCK FLUSH WITH THE GROUND AND IS STAMPED JOY 1944.
 BN0766'
 BN0766'TO REACH FROM THE POST OFFICE IN JUNCTION, GO E ON U.S. HIGHWAY
 BN0766'290 FOR 12.7 MILES TO A DEEP CUT AND STATION ON RIGHT, ON
 BN0766'TOP OF CUT.
 BN0766'
 BN0766'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 BN0766
 BN0766                          STATION RECOVERY (1965)
 BN0766
 BN0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 BN0766'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2, AND THE
 BN0766'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  AT THE REQUEST
 BN0766'OF THE TEXAS HIGHWAY DEPARTMENT ALL MARKS HAD TO BE DESTROYED
 BN0766'TO CLEAR THE AREA FOR ROAD CONSTRUCTION.  A NEW TRIANGULATION
 BN0766'STATION JOY 2, REFERENCE MARKS NO. 3, NO. 4 AND A NEW AZIMUTH
 BN0766'MARK WERE SET.  DIRECTIONS TO ALL MARKS WERE TURNED AT JOY
 BN0766'2.  DIRECTIONS WERE TURNED AT JOY AND THE OLD AZIMUTH MARK.
 BN0766'A TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION STATION
 BN0766'JOY TO JOY 2, DISTANCE BEING, SOUTHWEST, 80.15 FEET AND
 BN0766'24.431 METERS.
 BN0766'
 BN0766'ALL DISKS AT JOY EXCEPT THE SUB-STATION MARK WERE SALVAGED
 BN0766'FROM THE CONCRETE POSTS 12/10/65.  IT IS BELIEVED THE UNDER
 BN0766'GROUND DISK MAY BE DESTROYED WHEN THE NEW ROAD IS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0683 ***********************************************************************
 DO0683  DESIGNATION -  JOY
 DO0683  PID         -  DO0683
 DO0683  STATE/COUNTY-  TX/CLAY
 DO0683  USGS QUAD   -  SCOTLAND SE (1981)
 DO0683
 DO0683                         *CURRENT SURVEY CONTROL
 DO0683  ___________________________________________________________________
 DO0683* NAD 83(1993)-  33 33 18.50659(N)    098 17 49.84607(W)     ADJUSTED  
 DO0683* NAVD 88     -       338.4    (meters)    1110.     (feet)  VERTCON   
 DO0683  ___________________________________________________________________
 DO0683  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 DO0683  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DO0683
 DO0683  HORZ ORDER  -  FIRST
 DO0683
 DO0683.The horizontal coordinates were established by classical geodetic methods
 DO0683.and adjusted by the National Geodetic Survey in February 1996..
 DO0683
 DO0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0683
 DO0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0683
 DO0683.The geoid height was determined by GEOID03.
 DO0683
 DO0683;                    North         East     Units Scale Factor Converg.
 DO0683;SPC TXNC     - 2,209,434.284   618,832.957   MT  0.99991113   +0 06 38.2
 DO0683;SPC TXNC     - 7,248,785.65  2,030,287.79   sFT  0.99991113   +0 06 38.2
 DO0683;UTM  14      - 3,713,053.825   565,240.970   MT  0.99965247   +0 23 18.6
 DO0683
 DO0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0683!SPC TXNC     -   0.99995123  x   0.99991113  =   0.99986236
 DO0683!UTM  14      -   0.99995123  x   0.99965247  =   0.99960372
 DO0683
 DO0683|---------------------------------------------------------------------|
 DO0683| PID    Reference Object                     Distance      Geod. Az  |
 DO0683|                                                           dddmmss.s |
 DO0683| CX8428 JOY RM 1                             13.335 METERS 08640     |
 DO0683| CX8429 JOY RM 2                             29.138 METERS 17835     |
 DO0683| DO0684 JOY AZ MK TPT                       494.219 METERS 2671141.1 |
 DO0683| DO0685 JOY AZ MK                           APPROX. 0.5 KM 2671229.2 |
 DO0683| DO0686 WINDTHORST CATH CH SPIRE            APPROX.13.4 KM 2794311.0 |
 DO0683|---------------------------------------------------------------------|
 DO0683
 DO0683                          SUPERSEDED SURVEY CONTROL
 DO0683
 DO0683  NAD 83(1993)-  33 33 18.50697(N)    098 17 49.84586(W) AD(       ) 1
 DO0683  NAD 83(1986)-  33 33 18.50900(N)    098 17 49.83200(W) AD(       ) 1
 DO0683  NAD 27      -  33 33 18.12797(N)    098 17 48.66029(W) AD(       ) 1
 DO0683  NGVD 29 (07/19/86)  338.4    (m)         1110.     (f) VERT ANG       
 DO0683
 DO0683.Superseded values are not recommended for survey control.
 DO0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0683.See file dsdata.txt to determine how the superseded data were derived.
 DO0683
 DO0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6524113054(NAD 83)
 DO0683_MARKER: DS = TRIANGULATION STATION DISK
 DO0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0683+STABILITY: SURFACE MOTION
 DO0683
 DO0683  HISTORY     - Date     Condition        Report By
 DO0683  HISTORY     - 1965     MONUMENTED       NGS
 DO0683  HISTORY     - 1966     GOOD             CGS
 DO0683  HISTORY     - 1978     GOOD             NGS
 DO0683
 DO0683                          STATION DESCRIPTION
 DO0683
 DO0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 DO0683'THIS STATION NOT OCCUPIED.
 DO0683'
 DO0683'THE STATION IS ABOUT 8-1/2 MILES EAST OF WINDTHORST AND 6 MILES
 DO0683'NORTH-NORTHWEST OF SHANNON, ON THE NORTH RIGHT-OF-WAY OF FARM ROAD
 DO0683'174.
 DO0683'
 DO0683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 DO0683'AND FARM ROAD 174 IN WINDTHORST, GO EAST ON FARM ROAD 174 FOR 7.05
 DO0683'MILES TO A CROSSROAD.  CONTINUE EAST ON THE FARM ROAD FOR 0.8 MILE
 DO0683'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE FARM
 DO0683'ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT AND THE STATION ON THE
 DO0683'LEFT.
 DO0683'
 DO0683'STATION MARK IS A STANDARD DISK, STAMPED JOY 1965, SET IN THE TOP
 DO0683'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER.  IT IS 17 PACES
 DO0683'EAST OF THE CENTERLINE OF A DRIVEWAY AND 16 PACES NORTH OF THE
 DO0683'CENTERLINE OF FARM ROAD 174.
 DO0683'
 DO0683'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JOY NO 1 1965,
 DO0683'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0683'DIAMETER.
 DO0683'
 DO0683'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JOY NO 2 1965,
 DO0683'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DO0683'DIAMETER.
 DO0683'
 DO0683'AZIMUTH MARK IS A STANDARD DISK, STAMPED JOY 1965, SET IN THE TOP
 DO0683'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER.
 DO0683'
 DO0683'THE ABOVE INFORMATION FURNISHED BY RECONNAISSANCE PARTY
 DO0683'AND BUILDING FOREMAN.
 DO0683
 DO0683                          STATION RECOVERY (1978)
 DO0683
 DO0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0683'THE MARKS FOR THIS STATION WERE SET IN 1965 BUT WERE NOT
 DO0683'POSITIONED UNTIL THIS TIME.
 DO0683'
 DO0683'THE STATION IS LOCATED 7 MILES EAST OF WINDTHORST, 7 MILES
 DO0683'WEST OF THE JUNCTION OF STATE HIGHWAY 148 AND FARM MARKET ROAD
 DO0683'174, 0.1 MILE SOUTH OF AN ARCO PETROLEUM COMPANY PUMPING
 DO0683'STATION, ON THE RIGHT-OF-WAY OF ROAD 174.
 DO0683'
 DO0683'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 281,
 DO0683'STATE HIGHWAY 25 AND FARM MARKET ROAD 174 IN WINDTHORST, GO
 DO0683'EAST ON ROAD 174 FOR 3.9 MILES TO OVERHEAD HIGH TENSION LINES
 DO0683'CROSSING THE ROAD.  CONTINUE EAST FOR 1.7 MILES TO TOP OF
 DO0683'GRADE AND A ROAD LEFT LEADING TO THREE SMALL STORAGE TANKS
 DO0683'AND AN OIL WELL.  CONTINUE EAST FOR 1.3 MILES TO A DIRT
 DO0683'CROSSROAD.  CONTINUE EAST FOR 0.85 MILE TO THE AZIMUTH MARK ON
 DO0683'THE RIGHT.  CONTINUE EAST FOR 0.3 MILE TO A ROAD LEFT TO THE
 DO0683'PUMPING STATION AND THE STATION ON THE LEFT.
 DO0683'
 DO0683'STATION MARKS, STAMPED---JOY 1965---, ARE STANDARD DISKS.  THE
 DO0683'SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 DO0683'MONUMENT 6 INCHES BELOW GROUND.  IT IS 47.5 FEET NORTH OF THE
 DO0683'ROAD CENTER, 49 FEET EAST OF THE DIRT ROAD CENTER, 37 FEET
 DO0683'EAST OF A FENCE CORNER, 27 FEET WEST-SOUTHWEST OF A GAS LINE
 DO0683'WARNING POST, 4.8 FEET SOUTH OF THE FENCE, AND 4.8 FEET SOUTH-
 DO0683'SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 DO0683'IN THE TOP OF AN IRREGULAR CONCRETE MASS 44 INCHES BELOW
 DO0683'GROUND.
 DO0683'
 DO0683'REFERENCE MARK 1, STAMPED---JOY NO 1 1965---, IS A STANDARD
 DO0683'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 DO0683'IS 1-INCH BELOW GROUND.  IT IS 80.5 FEET EAST OF THE FENCE
 DO0683'CORNER, 92.5 FEET EAST OF THE DIRT ROAD CENTER, 50 FEET NORTH
 DO0683'OF THE ROAD CENTER, 16.9 FEET EAST OF THE GAS LINE POST, 5.5
 DO0683'FEET SOUTHEAST OF A UTILITY POLE, AND 1 FOOT SOUTH OF THE
 DO0683'FENCE.
 DO0683'
 DO0683'REFERENCE MARK 2, STAMPED---JOY NO 2 1965---, IS A STANDARD
 DO0683'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 DO0683'IS FLUSH WITH THE GROUND.  IT IS ACROSS THE ROAD FROM THE
 DO0683'STATION, 53 FEET SOUTH OF THE ROAD CENTER, 47.5 FEET EAST OF
 DO0683'THE EXTENDED CENTER OF THE DIRT ROAD, 21.3 FEET WEST OF A GAS
 DO0683'LINE POST, AND 1 FOOT NORTH OF THE FENCE.
 DO0683'
 DO0683'AZIMUTH MARK, STAMPED---JOY 1965---, IS A STANDARD DISK SET IN
 DO0683'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE
 DO0683'GROUND.  IT IS 219.5 FEET SOUTHEAST OF A UTILITY POLE ACROSS
 DO0683'THE ROAD, 203 FEET SOUTHWEST OF A UTILITY POLE ACROSS THE
 DO0683'ROAD, 49.5 FEET SOUTH OF THE ROAD CENTER, 2 FEET EAST OF A
 DO0683'METAL WITNESS POST, 1 FOOT EAST-NORTHEAST OF A 6-INCH FENCE
 DO0683'POST, AND 1 FOOT NORTH OF THE FENCE.
 DO0683'
 DO0683'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 2.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0765 ***********************************************************************
 BN0765  DESIGNATION -  JOY 2
 BN0765  PID         -  BN0765
 BN0765  STATE/COUNTY-  TX/KIMBLE
 BN0765  USGS QUAD   -  TOBE BRANCH (1974)
 BN0765
 BN0765                         *CURRENT SURVEY CONTROL
 BN0765  ___________________________________________________________________
 BN0765* NAD 83(1993)-  30 23 15.85211(N)    099 36 58.06124(W)     ADJUSTED  
 BN0765* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 BN0765  ___________________________________________________________________
 BN0765  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 BN0765  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 BN0765
 BN0765  HORZ ORDER  -  THIRD
 BN0765
 BN0765.The horizontal coordinates were established by classical geodetic methods
 BN0765.and adjusted by the National Geodetic Survey in February 1996..
 BN0765.No horizontal observational check was made to the station.
 BN0765
 BN0765.The orthometric height was scaled from a topographic map.
 BN0765
 BN0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0765
 BN0765.The geoid height was determined by GEOID03.
 BN0765
 BN0765;                    North         East     Units Scale Factor Converg.
 BN0765;SPC TX C     - 3,080,157.426   768,925.164   MT  0.99993869   +0 22 09.9
 BN0765;SPC TX C     -10,105,483.16  2,522,715.31   sFT  0.99993869   +0 22 09.9
 BN0765;SPC TXSC     - 4,283,266.864   540,782.938   MT  1.00003183   -0 18 06.7
 BN0765;SPC TXSC     -14,052,684.70  1,774,218.69   sFT  1.00003183   -0 18 06.7
 BN0765;UTM  14      - 3,361,911.986   440,807.674   MT  0.99964322   -0 18 42.0
 BN0765
 BN0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0765!SPC TX C     -   0.99990483  x   0.99993869  =   0.99984352
 BN0765!SPC TXSC     -   0.99990483  x   1.00003183  =   0.99993665
 BN0765!UTM  14      -   0.99990483  x   0.99964322  =   0.99954808
 BN0765
 BN0765|---------------------------------------------------------------------|
 BN0765| PID    Reference Object                     Distance      Geod. Az  |
 BN0765|                                                           dddmmss.s |
 BN0765| BN0766 JOY                                  24.431 METERS 06524     |
 BN0765| CV5304 JOY 2 AZ MK                                        1473424.7 |
 BN0765| CV5305 JOY 2 RM 3                           14.675 METERS 17825     |
 BN0765| CV5306 JOY 2 RM 4                           13.251 METERS 26930     |
 BN0765|---------------------------------------------------------------------|
 BN0765
 BN0765                          SUPERSEDED SURVEY CONTROL
 BN0765
 BN0765  NAD 83(1986)-  30 23 15.85844(N)    099 36 58.05071(W) AD(       ) 3
 BN0765  NAD 27      -  30 23 15.17100(N)    099 36 56.83800(W) AD(       ) 3
 BN0765
 BN0765.Superseded values are not recommended for survey control.
 BN0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0765.See file dsdata.txt to determine how the superseded data were derived.
 BN0765
 BN0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU4080861912(NAD 83)
 BN0765_MARKER: DS = TRIANGULATION STATION DISK
 BN0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0765
 BN0765  HISTORY     - Date     Condition        Report By
 BN0765  HISTORY     - 1965     MONUMENTED       CGS
 BN0765  HISTORY     - 19950805 GOOD             USPSQD
 BN0765
 BN0765                          STATION DESCRIPTION
 BN0765
 BN0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 BN0765'THE STATION IS ABOUT 12 MILES SOUTHEAST OF JUNCTION, ABOUT
 BN0765'23 MILES WEST OF HARPER AND 4 MILES SOUTHEAST OF THE VILLAGE
 BN0765'OF SEGOVIA, ON THE SOUTHWEST SIDE OF INTERSTATE HIGHWAY 10
 BN0765'AND ABOUT 20 FEET HIGHER THAN THE ROAD.
 BN0765'
 BN0765'TO REACH THE STATION FROM THE COURT HOUSE IN JUNCTION, GO
 BN0765'EAST AND SOUTH ON U.S. HIGHWAY 290 AND INTERSTATE HIGHWAY
 BN0765'10 FOR 12.9 MILES TO THE STATION ON THE RIGHT.  TO REACH
 BN0765'THE AZIMUTH MARK CONTINUE SOUTHEAST ON THE HIGHWAY FOR 0.4
 BN0765'MILE TO THE MARK ON THE RIGHT.
 BN0765'
 BN0765'STATION MARK, ARE STANDARD DISKS STAMPED JOY 2 1965.  THE
 BN0765'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 BN0765'PROJECTS ABOUT 4 INCHES.  IT IS 1 FOOT SOUTHWEST OF THE
 BN0765'RIGHT-OF-WAY FENCE LINE AND 2 FEET SOUTH OF A METAL WITNESS
 BN0765'POST.  THE UNDER GROUND DISK IS SET IN CONCRETE IN SOLID
 BN0765'ROCK.
 BN0765'
 BN0765'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JOY 2 NO 3
 BN0765'1965, SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 BN0765'ABOUT 2 INCHES.  IT IS 30 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 BN0765'FENCE LINE AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 BN0765'
 BN0765'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED JOY 2 NO 4
 BN0765'1965, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 BN0765'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 36
 BN0765'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE, AT THE EAST
 BN0765'EDGE OF A GROUP OF SCRUBBY LIVE OAK TREES, AND IS ABOUT
 BN0765'THE SAME ELEVATION AS THE STATION.
 BN0765'
 BN0765'AZIMUTH MARK, A STANDARD DISK STAMPED JOY 2 1965, IS CEMENTED
 BN0765'IS A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE
 BN0765'GROUND.  IT IS ABOUT 200 YARDS NORTHWEST OF A CORRAL, 30
 BN0765'FEET SOUTHWEST OF A METAL WITNESS POST AND THE RIGHT-OF-WAY
 BN0765'FENCE LINE.
 BN0765
 BN0765                          STATION RECOVERY (1995)
 BN0765
 BN0765'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0685 ***********************************************************************
 DO0685  DESIGNATION -  JOY AZ MK
 DO0685  PID         -  DO0685
 DO0685  STATE/COUNTY-  TX/CLAY
 DO0685  USGS QUAD   -  SCOTLAND SE (1981)
 DO0685
 DO0685                         *CURRENT SURVEY CONTROL
 DO0685  ___________________________________________________________________
 DO0685* NAD 83(1993)-  33 33 17.70979(N)    098 18 09.35071(W)     ADJUSTED  
 DO0685* NAVD 88     -       335.0    (meters)    1099.     (feet)  VERTCON   
 DO0685  ___________________________________________________________________
 DO0685  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 DO0685  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DO0685
 DO0685  HORZ ORDER  -  SECOND
 DO0685
 DO0685.The horizontal coordinates were established by classical geodetic methods
 DO0685.and adjusted by the National Geodetic Survey in February 1996..
 DO0685
 DO0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0685
 DO0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0685
 DO0685.The geoid height was determined by GEOID03.
 DO0685
 DO0685;                    North         East     Units Scale Factor Converg.
 DO0685;SPC TXNC     - 2,209,408.779   618,329.918   MT  0.99991109   +0 06 27.6
 DO0685;SPC TXNC     - 7,248,701.97  2,028,637.41   sFT  0.99991109   +0 06 27.6
 DO0685;UTM  14      - 3,713,025.888   564,738.191   MT  0.99965167   +0 23 07.8
 DO0685
 DO0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0685!SPC TXNC     -   0.99995176  x   0.99991109  =   0.99986286
 DO0685!UTM  14      -   0.99995176  x   0.99965167  =   0.99960345
 DO0685
 DO0685                          SUPERSEDED SURVEY CONTROL
 DO0685
 DO0685  NAD 83(1993)-  33 33 17.71017(N)    098 18 09.35050(W) AD(       ) 2
 DO0685  NAD 83(1986)-  33 33 17.71220(N)    098 18 09.33666(W) AD(       ) 2
 DO0685  NAD 27      -  33 33 17.33115(N)    098 18 08.16432(W) AD(       ) 2
 DO0685  NGVD 29 (07/19/86)  335.0    (m)         1099.     (f) VERT ANG       
 DO0685
 DO0685.Superseded values are not recommended for survey control.
 DO0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0685.See file dsdata.txt to determine how the superseded data were derived.
 DO0685
 DO0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC6473813026(NAD 83)
 DO0685_MARKER: DZ = AZIMUTH MARK DISK
 DO0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0685
 DO0685  HISTORY     - Date     Condition        Report By
 DO0685  HISTORY     - 1965     MONUMENTED       CGS
 DO0685  HISTORY     - 1978     GOOD             NGS
 DO0685
 DO0685                          STATION DESCRIPTION
 DO0685
 DO0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 DO0685'THIS STATION MARK WAS SET IN 1965 BUT WAS NOT POSITIONED
 DO0685'UNTIL THIS TIME.
 DO0685'
 DO0685'STATION IS LOCATED 7 MILES EAST OF WINDTHORST, 7 MILES WEST OF
 DO0685'THE JUNCTION OF STATE HIGHWAY 148 AND FARM MARKET ROAD 174, 0.4
 DO0685'MILE SOUTHWEST OF AN ARCO PETROLEUM COMPANY PUMPING STATION, ON
 DO0685'THE RIGHT-OF-WAY OF ROAD 174.
 DO0685'
 DO0685'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 DO0685'STATE HIGHWAY 25 AND FARM MARKET ROAD 174 IN WINDTHORST, GO
 DO0685'EAST ON ROAD 174 FOR 3.9 MILES TO OVERHEAD HIGH TENSION LINES
 DO0685'CROSSING THE ROAD.  CONTINUE EAST FOR 1.7 MILES TO TOP OF
 DO0685'GRADE AND A ROAD LEFT LEADING TO THREE SMALL STORAGE TANKS AND
 DO0685'AN OIL WELL.  CONTINUE EAST FOR 1.3 MILES TO A DIRT CROSSROAD.
 DO0685'CONTINUE EAST FOR 0.85 MILE TO THE STATION ON THE RIGHT (0.3
 DO0685'MILE BEFORE REACHING A DIRT ROAD LEFT).
 DO0685'
 DO0685'STATION MARK, STAMPED---JOY 1965---, IS A STANDARD AZIMUTH
 DO0685'MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 DO0685'FLUSH WITH THE GROUND.  IT IS 219.5 FEET SOUTHEAST OF A
 DO0685'UTILITY POLE ACROSS THE ROAD, 203 FEET SOUTHWEST OF A UTILITY
 DO0685'POLE ACROSS THE ROAD, 49.5 FEET SOUTH OF THE ROAD CENTER, 2
 DO0685'FEET EAST OF A METAL WITNESS POST, 1 FOOT EAST-NORTHEAST OF A
 DO0685'6-INCH FENCE POST, AND 1 FOOT NORTH OF THE FENCE.
 DO0685'
 DO0685'AN EDM TIE WAS MADE TO TRAVERSE STATION JOY.
 DO0685'HEIGHT OF LIGHT ABOVE STATION WAS 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2812 ***********************************************************************
 AB2812  PACS        -  This is a Primary Airport Control Station.
 AB2812  DESIGNATION -  JSO A
 AB2812  PID         -  AB2812
 AB2812  STATE/COUNTY-  TX/CHEROKEE
 AB2812  USGS QUAD   -  RUSK (1973)
 AB2812
 AB2812                         *CURRENT SURVEY CONTROL
 AB2812  ___________________________________________________________________
 AB2812* NAD 83(1993)-  31 52 02.24172(N)    095 12 52.97506(W)     ADJUSTED  
 AB2812* NAVD 88     -       201.67   (meters)     661.6    (feet)  GPS OBS   
 AB2812  ___________________________________________________________________
 AB2812  X           -    -492,795.785 (meters)                     COMP
 AB2812  Y           -  -5,399,549.489 (meters)                     COMP
 AB2812  Z           -   3,348,035.249 (meters)                     COMP
 AB2812  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AB2812  ELLIP HEIGHT-         175.13  (meters)          (10/24/00) GPS OBS
 AB2812  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AB2812
 AB2812  HORZ ORDER  -  B
 AB2812  ELLP ORDER  -  FOURTH    CLASS II
 AB2812
 AB2812.This mark is at Cherokee Co (JSO) Airport (JSO)
 AB2812
 AB2812.The horizontal coordinates were established by GPS observations
 AB2812.and adjusted by the National Geodetic Survey in February 1996..
 AB2812
 AB2812.The orthometric height was determined by GPS observations and a
 AB2812.high-resolution geoid model.
 AB2812
 AB2812.GPS derived orthometric heights for airport stations designated as
 AB2812.PACS or SACS are published to 2 decimal places.  This maintains
 AB2812.centimeter relative accuracy between the PACS and SACS.  It does
 AB2812.not indicate centimeter accuracy relative to other marks which are
 AB2812.part of the NAVD 88 network.
 AB2812
 AB2812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2812
 AB2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2812
 AB2812.The ellipsoidal height was determined by GPS observations
 AB2812.and is referenced to NAD 83.
 AB2812
 AB2812.The geoid height was determined by GEOID03.
 AB2812
 AB2812;                    North         East     Units Scale Factor Converg.
 AB2812;SPC TX C     - 3,255,103.076 1,184,196.696   MT  0.99999573   +2 38 11.0
 AB2812;SPC TX C     -10,679,450.68  3,885,151.99   sFT  0.99999573   +2 38 11.0
 AB2812;UTM  15      - 3,527,864.384   290,484.288   MT  1.00014141   -1 10 10.9
 AB2812
 AB2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2812!SPC TX C     -   0.99997250  x   0.99999573  =   0.99996823
 AB2812!UTM  15      -   0.99997250  x   1.00014141  =   1.00011391
 AB2812
 AB2812:                Primary Azimuth Mark                     Grid Az
 AB2812:SPC TX C     -  CHEROKEE                                 317 11 47.8
 AB2812:UTM  15      -  CHEROKEE                                 321 00 09.7
 AB2812
 AB2812|---------------------------------------------------------------------|
 AB2812| PID    Reference Object                     Distance      Geod. Az  |
 AB2812|                                                           dddmmss.s |
 AB2812| BY2779 CHEROKEE                            441.200 METERS 3194958.8 |
 AB2812|---------------------------------------------------------------------|
 AB2812
 AB2812                          SUPERSEDED SURVEY CONTROL
 AB2812
 AB2812  ELLIP H (02/20/96)  175.18   (m)                       GP(       ) 1 1
 AB2812
 AB2812.Superseded values are not recommended for survey control.
 AB2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2812.See file dsdata.txt to determine how the superseded data were derived.
 AB2812
 AB2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR9048427864(NAD 83)
 AB2812_MARKER: I = METAL ROD
 AB2812_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2812_STAMPING: JSO A 1994
 AB2812_MARK LOGO: NGS   
 AB2812_PROJECTION: FLUSH
 AB2812_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2812+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2812_ROD/PIPE-DEPTH: 4.8  meters
 AB2812_SLEEVE-DEPTH  : 0.90 meters
 AB2812
 AB2812  HISTORY     - Date     Condition        Report By
 AB2812  HISTORY     - 1994     MONUMENTED       NGS
 AB2812
 AB2812                          STATION DESCRIPTION
 AB2812
 AB2812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 AB2812'THE STATION IS LOCATED ABOUT 13 KM (8.05 MI) SOUTH-SOUTHEAST OF
 AB2812'JACKSONVILLE, AT THE CHEROKEE COUNTY AIRPORT, IN THE MEDIAN OF THE
 AB2812'RUNWAY AND PARALLEL TAXI, AND ON THE NORTHWEST SIDE OF A CONNECTOR
 AB2812'TAXI NEAR THE SOUTHEAST END OF THE TAXI.  OWNERSHIP--CHEROKEE COUNTY,
 AB2812'RT.5 BOX 412, RUSK, TX 75785.  AIRPORT COORDINATOR IS RAY DAVIS. PHONE
 AB2812'903-683-6069.  CALL ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS
 AB2812'STATION.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 69 AND FARM ROAD
 AB2812'22, ABOUT 6 KM (3.70 MI) SOUTHEAST OF JACKSONVILLE, GO SOUTHEAST ON
 AB2812'U.S.  HIGHWAY 69 FOR 6.2 KM (3.85 MI) TO A ROAD RIGHT. TURN SHARP
 AB2812'RIGHT, WEST, FOR 0.6 KM (0.35 MI) TO THE ADMINISTRATION BUILDING ON
 AB2812'THE LEFT.  PASS AROUND TO THE RIGHT OF THE BUILDING TO THE APRON.
 AB2812'TURN LEFT, SOUTHWEST, ACROSS APRON FOR 60 M (196.8 FT) TO THE TAXI.
 AB2812'TURN LEFT, SOUTHEAST, ON TAXI FOR 0.6 KM (0.35 MI) TO THE STATION ON
 AB2812'THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS
 AB2812'STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A
 AB2812'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH
 AB2812'THE GROUND.  IT IS 49.8 M (163.4 FT) NORTHEAST OF THE CENTER OF THE
 AB2812'RUNWAY, 25.5 M (83.7 FT) WEST-NORTHWEST OF THE CENTER OF THE CONNECTOR
 AB2812'AT THE STOP LINE, 14.7 M (48.2 FT) NORTH-NORTHWEST OF THE SOUTHEAST
 AB2812'CORNER OF A CONCRETE CULVERT, 11.2 M (36.7 FT) SOUTHWEST OF THE CENTER
 AB2812'OF THE TAXI, AND 0.4 M (1.3 FT) NORTHEAST OF A FIBERGLASS WITNESS
 AB2812'POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6882 ***********************************************************************
 AE6882  DESIGNATION -  JTNT A
 AE6882  PID         -  AE6882
 AE6882  STATE/COUNTY-  TX/KENT
 AE6882  USGS QUAD   -  POLAR (1978)
 AE6882
 AE6882                         *CURRENT SURVEY CONTROL
 AE6882  ___________________________________________________________________
 AE6882* NAD 83(1986)-  33 01 04.     (N)    100 59 18.     (W)     SCALED    
 AE6882* NAVD 88     -       729.659  (meters)    2393.89   (feet)  ADJUSTED  
 AE6882  ___________________________________________________________________
 AE6882  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AE6882  DYNAMIC HT  -         728.739 (meters)    2390.87  (feet)  COMP
 AE6882  MODELED GRAV-     979,352.8   (mgal)                       NAVD 88
 AE6882
 AE6882  VERT ORDER  -  FIRST     CLASS II
 AE6882
 AE6882.The horizontal coordinates were scaled from a topographic map and have
 AE6882.an estimated accuracy of +/- 6 seconds.
 AE6882
 AE6882.The orthometric height was determined by differential leveling
 AE6882.and adjusted by the National Geodetic Survey in July 2002..
 AE6882
 AE6882.The geoid height was determined by GEOID03.
 AE6882
 AE6882.The dynamic height is computed by dividing the NAVD 88
 AE6882.geopotential number by the normal gravity value computed on the
 AE6882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6882.degrees latitude (g = 980.6199 gals.).
 AE6882
 AE6882.The modeled gravity was interpolated from observed gravity values.
 AE6882
 AE6882;                    North         East    Units  Estimated Accuracy
 AE6882;SPC TXNC     - 2,152,580.      367,560.      MT  (+/- 180 meters Scaled)
 AE6882
 AE6882                          SUPERSEDED SURVEY CONTROL
 AE6882
 AE6882.No superseded survey control is available for this station.
 AE6882
 AE6882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB142550(NAD 83)
 AE6882_MARKER: I = METAL ROD
 AE6882_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE6882+WITH SETTING: INFORMATION.
 AE6882_STAMPING: JTNT A 1997
 AE6882_MARK LOGO: NGS   
 AE6882_PROJECTION: FLUSH
 AE6882_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6882+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6882_ROD/PIPE-DEPTH: 1.8  meters
 AE6882
 AE6882  HISTORY     - Date     Condition        Report By
 AE6882  HISTORY     - 1997     MONUMENTED       NGS
 AE6882
 AE6882                          STATION DESCRIPTION
 AE6882
 AE6882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6882'32.4 KM (20.15 MI) NORTHERLY ALONG U.S.  HIGHWAY 84 FROM THE JUNCTION
 AE6882'OF STATE 208 IN SNYDER, THENCE 14.6 KM (9.05 MI) EASTERLY ALONG A
 AE6882'GRAVELED ROAD AND THEN COUNTY ROAD 432, THENCE 2.4 KM (1.50 MI)
 AE6882'NORTHERLY ALONG COUNTY ROAD 1142, 63.9 M (209.6 FT) EAST OF THE ROAD
 AE6882'CENTERLINE, 36.5 M (119.8 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD
 AE6882'AND GATE, 18.0 M (59.1 FT) EAST OF THE SOUTHEAST CORNER OF THE POLAR
 AE6882'COMMUNITY CENTER, 14.1 M (46.3 FT) SOUTH OF A FIELD ENTRANCE AND GATE,
 AE6882'3.0 M (9.8 FT) NORTH OF A FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL
 AE6882'OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 AE6882'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE6882'SLEEVE DEPTH OF 0.9 METER DOES NOT MEET THE SPECIFICATIONS FOR A CLASS
 AE6882'A MARK.  THE ROD WAS FRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0215 ***********************************************************************
 AP0215  DESIGNATION -  JUAN
 AP0215  PID         -  AP0215
 AP0215  STATE/COUNTY-  TX/DIMMIT
 AP0215  USGS QUAD   -  PALO BLANCO TANK (1984)
 AP0215
 AP0215                         *CURRENT SURVEY CONTROL
 AP0215  ___________________________________________________________________
 AP0215* NAD 83(1993)-  28 29 23.34712(N)    100 03 15.17950(W)     ADJUSTED  
 AP0215* NAVD 88     -       248.2    (meters)     814.     (feet)  VERTCON   
 AP0215  ___________________________________________________________________
 AP0215  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AP0215  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 AP0215
 AP0215  HORZ ORDER  -  FIRST
 AP0215
 AP0215.The horizontal coordinates were established by classical geodetic methods
 AP0215.and adjusted by the National Geodetic Survey in February 1996..
 AP0215
 AP0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0215
 AP0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0215
 AP0215.The geoid height was determined by GEOID03.
 AP0215
 AP0215;                    North         East     Units Scale Factor Converg.
 AP0215;SPC TXSC     - 4,073,223.833   496,782.337   MT  0.99997114   -0 30 59.3
 AP0215;SPC TXSC     -13,363,568.53  1,629,860.05   sFT  0.99997114   -0 30 59.3
 AP0215;UTM  14      - 3,151,916.869   396,816.053   MT  0.99973140   -0 30 10.5
 AP0215
 AP0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0215!SPC TXSC     -   0.99996468  x   0.99997114  =   0.99993582
 AP0215!UTM  14      -   0.99996468  x   0.99973140  =   0.99969609
 AP0215
 AP0215:                Primary Azimuth Mark                     Grid Az
 AP0215:SPC TXSC     -  CARRIZO SPRINGS NW RAD MAST              073 29 59.4
 AP0215:UTM  14      -  CARRIZO SPRINGS NW RAD MAST              073 29 10.6
 AP0215
 AP0215|---------------------------------------------------------------------|
 AP0215| PID    Reference Object                     Distance      Geod. Az  |
 AP0215|                                                           dddmmss.s |
 AP0215| AO0775 CARRIZO SPRINGS NW RAD MAST         APPROX.17.2 KM 0725900.1 |
 AP0215| AO0774 CARRIZO SPRINGS SE RAD MAST         APPROX.17.5 KM 0750228.6 |
 AP0215| AO0773 CARRIZO SPRINGS MUN TANK            APPROX.19.1 KM 0775817.3 |
 AP0215| CV5308 JUAN RM 1                            10.747 METERS 08803     |
 AP0215| CV5307 JUAN AZ MK                                         0934053.2 |
 AP0215| CV5309 JUAN RM 2                             9.242 METERS 27300     |
 AP0215|---------------------------------------------------------------------|
 AP0215
 AP0215                          SUPERSEDED SURVEY CONTROL
 AP0215
 AP0215  NAD 83(1986)-  28 29 23.34332(N)    100 03 15.15689(W) AD(       ) 1
 AP0215  NAD 27      -  28 29 22.39547(N)    100 03 13.93786(W) AD(       ) 1
 AP0215  NGVD 29 (07/19/86)  248.1    (m)          814.     (f) VERT ANG       
 AP0215
 AP0215.Superseded values are not recommended for survey control.
 AP0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0215.See file dsdata.txt to determine how the superseded data were derived.
 AP0215
 AP0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS9681651917(NAD 83)
 AP0215_MARKER: DS = TRIANGULATION STATION DISK
 AP0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0215_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AP0215
 AP0215  HISTORY     - Date     Condition        Report By
 AP0215  HISTORY     - 1972     MONUMENTED       NGS
 AP0215
 AP0215                          STATION DESCRIPTION
 AP0215
 AP0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AP0215'THE STATION IS ABOUT 13 MILES SOUTH AND 14 MILES WEST OF CRYSTAL
 AP0215'CITY, 12 MILES WEST AND 2-1/2 MILES SOUTH OF CARRIZO SPRINGS AND ON
 AP0215'THE NORTH RIGHT-OF-WAY OF FARM ROAD 2644.
 AP0215'
 AP0215'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277 AND FARM
 AP0215'ROAD 2644, ABOUT 1 MILE NORTHWEST OF CARRIZO SPRINGS, GO
 AP0215'WEST-SOUTH-WEST AND WEST ON FARM ROAD 2644 FOR 10.75 MILES TO A
 AP0215'DIRT CROSSROAD AND A METAL GATE ON THE LEFT AND RIGHT, CONTINUE
 AP0215'WEST ON FARM ROAD 2644 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 AP0215'LEFT, CONTINUE WEST ON FARM ROAD 2644 FOR 0.5 MILE TO THE STATION ON
 AP0215'THE RIGHT.
 AP0215'
 AP0215'STATION MARKS ARE STANDARD DISKS, STAMPED JUAN 1972.  THE SURFACE
 AP0215'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AP0215'THAT IS 7 INCHES UNDERGROUND.  IT IS 58.0 FEET NORTH OF THE CENTER
 AP0215'OF THE FARM ROAD, 4.4 FEET SOUTHEAST OF A WITNESS POST AND 2.7 FEET
 AP0215'SOUTH OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 AP0215'OF CON- CRETE 36 INCHES BELOW THE GROUND SURFACE.
 AP0215'
 AP0215'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JUAN NO 1 1972, SET IN
 AP0215'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 AP0215'INCHES.  IT IS 59.5 FEET NORTH OF THE CENTER OF THE FARM ROAD, 39.1
 AP0215'FEET EAST OF THE WITNESS POST, 1.1 FEET SOUTH OF THE FENCE AND
 AP0215'ABOUT THE SAME ELEVATION AS THE STATION.
 AP0215'
 AP0215'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JUAN NO 2 1972, SET IN
 AP0215'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1
 AP0215'INCH.  IT IS 59.0 FEET NORTH OF THE CENTER OF THE FARM ROAD, 26.8
 AP0215'FEET WEST OF THE WITNESS POST, 1.2 FEET SOUTH OF THE FENCE AND
 AP0215'ABOUT THE SAME ELEVATION AS THE STATION.
 AP0215'
 AP0215'AZIMUTH MARK IS A STANDARD DISK, STAMPED JUAN 1972, SET IN THE TOP
 AP0215'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3 INCHES.
 AP0215'IT IS 59.0 FEET SOUTH OF THE CENTER OF THE FARM ROAD, 3.4 FEET WEST
 AP0215'OF A WITNESS POST AND 1.0 FOOT NORTH OF A FENCE.
 AP0215'
 AP0215'HEIGHT OF LIGHT ABOVE STATION MARK 1.67 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0611 ***********************************************************************
 AO0611  DESIGNATION -  JUANITA
 AO0611  PID         -  AO0611
 AO0611  STATE/COUNTY-  TX/DUVAL
 AO0611  USGS QUAD   -  MIRASOL CREEK (1969)
 AO0611
 AO0611                         *CURRENT SURVEY CONTROL
 AO0611  ___________________________________________________________________
 AO0611* NAD 83(1993)-  28 00 16.53944(N)    098 42 02.54332(W)     ADJUSTED  
 AO0611* NAVD 88     -       149.85   (+/-2cm)     491.6    (feet)  VERTCON   
 AO0611  ___________________________________________________________________
 AO0611  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AO0611  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AO0611
 AO0611  HORZ ORDER  -  FIRST
 AO0611  VERT ORDER  -  THIRD ? (See Below)
 AO0611
 AO0611.The horizontal coordinates were established by classical geodetic methods
 AO0611.and adjusted by the National Geodetic Survey in February 1996..
 AO0611
 AO0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0611.The vertical order pertains to the NGVD 29 superseded value.
 AO0611
 AO0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0611
 AO0611.The geoid height was determined by GEOID03.
 AO0611
 AO0611;                    North         East     Units Scale Factor Converg.
 AO0611;SPC TX S     - 5,259,052.161   280,258.037   MT  1.00004784   -0 05 28.0
 AO0611;SPC TX S     -17,254,073.63    919,479.91   sFT  1.00004784   -0 05 28.0
 AO0611;SPC TXSC     - 4,019,019.645   629,441.623   MT  1.00013023   +0 08 47.9
 AO0611;SPC TXSC     -13,185,733.62  2,065,093.06   sFT  1.00013023   +0 08 47.9
 AO0611;UTM  14      - 3,097,747.391   529,426.121   MT  0.99961069   +0 08 25.9
 AO0611
 AO0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0611!SPC TX S     -   0.99998047  x   1.00004784  =   1.00002831
 AO0611!SPC TXSC     -   0.99998047  x   1.00013023  =   1.00011070
 AO0611!UTM  14      -   0.99998047  x   0.99961069  =   0.99959117
 AO0611
 AO0611|---------------------------------------------------------------------|
 AO0611| PID    Reference Object                     Distance      Geod. Az  |
 AO0611|                                                           dddmmss.s |
 AO0611| CV5311 JUANITA RM 1                         29.667 METERS 06405     |
 AO0611| AJ1322 FREER MUNICIPAL TANK                APPROX.16.5 KM 1495713.4 |
 AO0611| CV5312 JUANITA RM 2                         26.811 METERS 16821     |
 AO0611| CV5310 JUANITA AZ MK                                      2140656.9 |
 AO0611| AO0615 OIL DERRICK                         APPROX.25.4 KM 2923954.0 |
 AO0611|---------------------------------------------------------------------|
 AO0611
 AO0611                          SUPERSEDED SURVEY CONTROL
 AO0611
 AO0611  NAD 83(1986)-  28 00 16.54398(N)    098 42 02.51878(W) AD(       ) 1
 AO0611  NAD 27      -  28 00 15.49500(N)    098 42 01.45800(W) AD(       ) 1
 AO0611  NGVD 29 (07/19/86)  149.83   (m)          491.6    (f) LEVELING    3  
 AO0611
 AO0611.Superseded values are not recommended for survey control.
 AO0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0611.See file dsdata.txt to determine how the superseded data were derived.
 AO0611
 AO0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR2942697747(NAD 83)
 AO0611_MARKER: DS = TRIANGULATION STATION DISK
 AO0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0611
 AO0611  HISTORY     - Date     Condition        Report By
 AO0611  HISTORY     - 1935     MONUMENTED       CGS
 AO0611  HISTORY     - 1950     GOOD             CGS
 AO0611  HISTORY     - 1953     GOOD             CGS
 AO0611
 AO0611                          STATION DESCRIPTION
 AO0611
 AO0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0611'STATION IS LOCATED 10 MILES NNW OF FREER, 4-3/4 MILES E OF THE
 AO0611'WEBB-DUVAL COUNTY LINE, AND 2-1/4 MILES S OF THE DUVAL-MC MULLEN
 AO0611'COUNTY LINE, ON THE PROPERTY OF THE DUVAL COUNTY RANCH COMPANY
 AO0611'ON A KNOLL, 125 FEET E OF THE ROAD.
 AO0611'
 AO0611'THE MARK PROJECTS 6 INCHES ABOVE GROUND.
 AO0611'
 AO0611'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0611'BRONZE DISKS SET IN CONCRETE.
 AO0611'
 AO0611'REFERENCE MARK NO. 1 IS E OF STATION, AND PROJECTS 8 INCHES
 AO0611'ABOVE GROUND.
 AO0611'
 AO0611'REFERENCE MARK NO. 2 IS S OF STATION, AND PROJECTS 6 INCHES ABOVE
 AO0611'GROUND.
 AO0611'
 AO0611'AZIMUTH MARK IS 0.6 MILE SSW OF STATION, 15 FEET W OF CENTER
 AO0611'LINE OF PASTURE ROAD, 0.7 MILE N OF GATE, AND PROJECTS 6 INCHES
 AO0611'ABOVE GROUND.  TO REACH THE AZIMUTH FROM STATION GO 0.6 MILE
 AO0611'SSW ON ROAD TO MARK ON RIGHT.
 AO0611'
 AO0611'TO REACH STATION FROM THE RAILROAD STATION IN ENCINAL, GO N
 AO0611'ON U.S. HIGHWAY 81 FOR 0.3 MILE TO DIRT T-ROAD, TURN RIGHT
 AO0611'AND GO 26.1 MILES E TO CATTLE GUARD, CONTINUE STRAIGHT AHEAD
 AO0611'FOR 7.0 MILES TO A GATE (0.1 MILE PAST A TWO-STORY HOUSE),
 AO0611'PASS THROUGH GATE AND CONTINUE 1.2 MILES, THEN TAKE LEFT FORK
 AO0611'AND GO 6.4 MILES TO A GATE, PASS THROUGH GATE AND GO 4.8
 AO0611'MILES TO A PUMP HOUSE, TURN LEFT AND FOLLOW ROAD 0.7 MILE N,
 AO0611'PASS THROUGH GATE AND CONTINUE FOR 1.3 MILES TO TOP OF GRADE
 AO0611'AND STATION ON KNOLL TO THE RIGHT.
 AO0611'
 AO0611'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0611
 AO0611                          STATION RECOVERY (1950)
 AO0611
 AO0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WIB)
 AO0611'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 AO0611
 AO0611                          STATION RECOVERY (1953)
 AO0611
 AO0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0611'THE STATION MARK, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE
 AO0611'FOUND AS DESCRIBED AND IN GOOD CONDITION.
 AO0611'
 AO0611'DUE TO ROAD CHANGES A NEW AND COMPLETE DESCRIPTION TO REACH
 AO0611'THE STATION FOLLOWS.
 AO0611'
 AO0611'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AO0611'173 AND 44 AT THE WEST EDGE OF FREER, GO NORTH ON 173 FOR 3.0
 AO0611'MILES TO A SIDE ROAD LEFT, TURN LEFT FOR 0.35 MILE TO FORKS,
 AO0611'TAKE RIGHT FORK AND CONTINUE ON MAIN TRAVELED ROAD FOR 6.2
 AO0611'MILE TO FORKS, KEEP RIGHT FORK AND CONTINUE FOR 0.9 MILE TO
 AO0611'A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.3 MILE TO CROSS-ROADS,
 AO0611'TURN LEFT, WEST, AND GO 0.3 MILE TO A WOODEN GATE, PASS THROUGH
 AO0611'GATE AND CONTINUE NORTH EAST FOR 0.8 MILE TO THE AZIMUTH MARK
 AO0611'ON RIGHT AS DESCRIBED.  FROM THIS POINT CONTINUE FOR 0.6 MILE
 AO0611'TO THE TOP OF HILL AND STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1428 ***********************************************************************
 AE1428  DESIGNATION -  JUANITO
 AE1428  PID         -  AE1428
 AE1428  STATE/COUNTY-  TX/HIDALGO
 AE1428  USGS QUAD   -  LINN SIDING (1982)
 AE1428
 AE1428                         *CURRENT SURVEY CONTROL
 AE1428  ___________________________________________________________________
 AE1428* NAD 83(1993)-  26 36 21.72529(N)    098 14 53.44274(W)     ADJUSTED  
 AE1428* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 AE1428  ___________________________________________________________________
 AE1428  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AE1428  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AE1428
 AE1428  HORZ ORDER  -  SECOND
 AE1428
 AE1428.The horizontal coordinates were established by classical geodetic methods
 AE1428.and adjusted by the National Geodetic Survey in February 1996..
 AE1428
 AE1428.The orthometric height was scaled from a topographic map.
 AE1428
 AE1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1428
 AE1428.The geoid height was determined by GEOID03.
 AE1428
 AE1428;                    North         East     Units Scale Factor Converg.
 AE1428;SPC TX S     - 5,104,099.672   325,078.960   MT  0.99991840   +0 06 51.6
 AE1428;SPC TX S     -16,745,700.34  1,066,529.89   sFT  0.99991840   +0 06 51.6
 AE1428;UTM  14      - 2,943,021.135   574,851.582   MT  0.99966917   +0 20 12.2
 AE1428
 AE1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1428!SPC TX S     -   0.99999803  x   0.99991840  =   0.99991643
 AE1428!UTM  14      -   0.99999803  x   0.99966917  =   0.99966720
 AE1428
 AE1428|---------------------------------------------------------------------|
 AE1428| PID    Reference Object                     Distance      Geod. Az  |
 AE1428|                                                           dddmmss.s |
 AE1428| CV2487 JUANITO RM 1                         27.180 METERS 10102     |
 AE1428| CV2486 JUANITO AZ MK                                      1881513.1 |
 AE1428| CV2488 JUANITO RM 2                         29.930 METERS 22209     |
 AE1428|---------------------------------------------------------------------|
 AE1428
 AE1428                          SUPERSEDED SURVEY CONTROL
 AE1428
 AE1428  NAD 83(1986)-  26 36 21.73068(N)    098 14 53.40954(W) AD(       ) 2
 AE1428  NAD 27      -  26 36 20.51500(N)    098 14 52.36820(W) AD(       ) 2
 AE1428
 AE1428.Superseded values are not recommended for survey control.
 AE1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1428.See file dsdata.txt to determine how the superseded data were derived.
 AE1428
 AE1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ7485243021(NAD 83)
 AE1428_MARKER: DS = TRIANGULATION STATION DISK
 AE1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1428
 AE1428  HISTORY     - Date     Condition        Report By
 AE1428  HISTORY     - 1961     MONUMENTED       CGS
 AE1428  HISTORY     - 1971     GOOD             LOCENG
 AE1428
 AE1428                          STATION DESCRIPTION
 AE1428
 AE1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AE1428'THE STATION IS APPROXIMATELY 12-1/2 MILES NORTHEAST OF MC COOK,
 AE1428'8 MILES WEST AND 3-1/4 MILES NORTH OF LINN, ON PROPERTY
 AE1428'OWNED BY MRS. E.E. MC ALLEN.
 AE1428'
 AE1428'TO REACH THE STATION FROM THE POST OFFICE IN LINN, GO SOUTH
 AE1428'ON U.S. HIGHWAY 281 FOR 0.2 MILE TO THE JUNCTION WITH FARM
 AE1428'ROAD 1017 ON THE RIGHT.  TURN RIGHT, WESTERLY, ON FARM ROAD
 AE1428'1017 FOR 4.35 MILES TO A SMALL CEMETERY ON THE RIGHT.  CONTINUE
 AE1428'WESTERLY ON FARM ROAD 1017 FOR 3.5 MILES TO A LOCKED GATE ON
 AE1428'THE LEFT AND THE STATION ON THE LEFT.
 AE1428'
 AE1428'STATION MARKS ARE STANDARD DISKS STAMPED JUANITO 1961.  THE
 AE1428'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AE1428'3 INCHES.  IT IS 56 FEET SOUTHWEST OF THE CENTER OF FARM
 AE1428'ROAD 1017, 36 FEET WEST OF A TELEPHONE POLE, 35 FEET SOUTHEAST
 AE1428'OF THE CENTER OF A DIRT ROAD, 14.5 FEET SOUTHWEST OF A BOARD
 AE1428'FENCE AND 4.2 FEET SOUTH OF A METAL WITNESS POST.  THE
 AE1428'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 AE1428'INCHES BELOW THE SURFACE OF THE GROUND.
 AE1428'
 AE1428'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JUANITO NO
 AE1428'1 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AE1428'IT IS 55 FEET SOUTHEAST OF THE TELEPHONE POLE, 41 FEET SOUTHWEST
 AE1428'OF THE CENTER OF FARM ROAD 1017 AND 6 INCHES SOUTHWEST OF
 AE1428'A WIRE FENCE.
 AE1428'
 AE1428'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JUANITO NO 2
 AE1428'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 AE1428'IT IS 86 FEET SOUTHWEST OF THE NORTHWEST GATE POST AND 18
 AE1428'FEET NORTHWEST OF THE CENTER OF THE DIRT ROAD.
 AE1428'
 AE1428'AZIMUTH MARK, A STANDARD DISK STAMPED JUANITO 1961, IS SET
 AE1428'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 AE1428'25 FEET NORTHEAST OF A METAL WITNESS POST AND 16 FEET NORTHWEST
 AE1428'OF THE CENTER OF THE DIRT ROAD.
 AE1428'
 AE1428'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY
 AE1428'ON THE DIRT ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 AE1428'
 AE1428'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AE1428'
 AE1428'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AE1428
 AE1428                          STATION RECOVERY (1971)
 AE1428
 AE1428'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (BC)
 AE1428'RECOVERED BY COASTAL STATES GAS PRODUCING CO
 AE1428'
 AE1428'JUANITO 1961-GOOD
 AE1428'
 AE1428'JUANITO AZIMUTH 1961-GOOD
 AE1428'
 AE1428'REACHED FROM POST OFFICE IN LINN, TEXAS BY GOING SOUTH ON
 AE1428'U.S. 281 FOR 0.2 MI. TO F.M. 1017.  TURN RT. AND GO WEST ON F.M.
 AE1428'1017 FOR 8.5 MILES TO GATE TO CERRITOS RANCH AND MARK ON
 AE1428'LEFT.  TO REACH AZIMUTH MARK, GO THROUGH GATE AND TAKE MAIN
 AE1428'RANCH ROAD TO AZIMUTH MARK ON RT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0513 ***********************************************************************
 CE0513  DESIGNATION -  JUAREZ BELL TOWER
 CE0513  PID         -  CE0513
 CE0513  STATE/COUNTY-  TX/EL PASO
 CE0513  USGS QUAD   -  YSLETA NW (1994)
 CE0513
 CE0513                         *CURRENT SURVEY CONTROL
 CE0513  ___________________________________________________________________
 CE0513* NAD 83(1993)-  31 44 19.54184(N)    106 29 11.85023(W)     ADJUSTED  
 CE0513* NAVD 88     -                                                        
 CE0513  ___________________________________________________________________
 CE0513  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 CE0513  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0513
 CE0513  HORZ ORDER  -  THIRD
 CE0513
 CE0513.The horizontal coordinates were established by classical geodetic methods
 CE0513.and adjusted by the National Geodetic Survey in February 1996..
 CE0513
 CE0513
 CE0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0513
 CE0513.The geoid height was determined by GEOID03.
 CE0513
 CE0513;                    North         East     Units Scale Factor Converg.
 CE0513;SPC TX C     - 3,245,831.958   117,231.673   MT  0.99996436   -3 10 09.5
 CE0513;SPC TX C     -10,649,033.68    384,617.58   sFT  0.99996436   -3 10 09.5
 CE0513;SPC NM C     -    81,926.980   477,579.604   MT  0.99990620   -0 07 28.1
 CE0513;SPC NM C     -   268,788.77  1,566,859.08   sFT  0.99990620   -0 07 28.1
 CE0513;UTM  13      - 3,512,441.175   359,176.533   MT  0.99984459   -0 46 55.8
 CE0513
 CE0513                          SUPERSEDED SURVEY CONTROL
 CE0513
 CE0513  NAD 83(1993)-  31 44 19.54158(N)    106 29 11.84978(W) AD(       ) 4
 CE0513  NAD 83(1986)-  31 44 19.54248(N)    106 29 11.84907(W) AD(       ) 4
 CE0513  NAD 27      -  31 44 19.14600(N)    106 29 09.89500(W) AD(       ) 3
 CE0513
 CE0513.Superseded values are not recommended for survey control.
 CE0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0513.See file dsdata.txt to determine how the superseded data were derived.
 CE0513
 CE0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5917712441(NAD 83)
 CE0513_MARKER: 55 = TOWER
 CE0513
 CE0513  HISTORY     - Date     Condition        Report By
 CE0513  HISTORY     - 1893     FIRST OBSERVED   CGS
 CE0513
 CE0513                          STATION DESCRIPTION
 CE0513
 CE0513'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0514 ***********************************************************************
 CE0514  DESIGNATION -  JUAREZ CATHEDRAL CROSS ON TOP
 CE0514  PID         -  CE0514
 CE0514  STATE/COUNTY-  TX/EL PASO
 CE0514  USGS QUAD   -  YSLETA NW (1994)
 CE0514
 CE0514                         *CURRENT SURVEY CONTROL
 CE0514  ___________________________________________________________________
 CE0514* NAD 83(1993)-  31 44 18.57831(N)    106 29 12.79159(W)     ADJUSTED  
 CE0514* NAVD 88     -                                                        
 CE0514  ___________________________________________________________________
 CE0514  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 CE0514  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0514
 CE0514  HORZ ORDER  -  THIRD
 CE0514
 CE0514.The horizontal coordinates were established by classical geodetic methods
 CE0514.and adjusted by the National Geodetic Survey in February 1996..
 CE0514
 CE0514
 CE0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0514
 CE0514.The geoid height was determined by GEOID03.
 CE0514
 CE0514;                    North         East     Units Scale Factor Converg.
 CE0514;SPC TX C     - 3,245,803.697   117,205.292   MT  0.99996430   -3 10 10.0
 CE0514;SPC TX C     -10,648,940.96    384,531.03   sFT  0.99996430   -3 10 10.0
 CE0514;SPC NM C     -    81,897.359   477,554.763   MT  0.99990621   -0 07 28.6
 CE0514;SPC NM C     -   268,691.59  1,566,777.58   sFT  0.99990621   -0 07 28.6
 CE0514;UTM  13      - 3,512,411.843   359,151.355   MT  0.99984467   -0 46 56.3
 CE0514
 CE0514                          SUPERSEDED SURVEY CONTROL
 CE0514
 CE0514  NAD 83(1993)-  31 44 18.57808(N)    106 29 12.79115(W) AD(       ) 4
 CE0514  NAD 83(1986)-  31 44 18.57929(N)    106 29 12.79052(W) AD(       ) 4
 CE0514  NAD 27      -  31 44 18.17400(N)    106 29 10.83600(W) AD(       ) 3
 CE0514
 CE0514.Superseded values are not recommended for survey control.
 CE0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0514.See file dsdata.txt to determine how the superseded data were derived.
 CE0514
 CE0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5915112412(NAD 83)
 CE0514_MARKER: 91 = CHURCH CROSS
 CE0514
 CE0514  HISTORY     - Date     Condition        Report By
 CE0514  HISTORY     - 1893     FIRST OBSERVED   CGS
 CE0514
 CE0514                          STATION DESCRIPTION
 CE0514
 CE0514'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0515 ***********************************************************************
 CE0515  DESIGNATION -  JUAREZ WATER TANK
 CE0515  PID         -  CE0515
 CE0515  STATE/COUNTY-  TX/EL PASO
 CE0515  USGS QUAD   -  YSLETA NW (1994)
 CE0515
 CE0515                         *CURRENT SURVEY CONTROL
 CE0515  ___________________________________________________________________
 CE0515* NAD 83(1993)-  31 44 19.03623(N)    106 29 16.65846(W)     ADJUSTED  
 CE0515* NAVD 88     -                                                        
 CE0515  ___________________________________________________________________
 CE0515  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 CE0515  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0515
 CE0515  HORZ ORDER  -  THIRD
 CE0515
 CE0515.The horizontal coordinates were established by classical geodetic methods
 CE0515.and adjusted by the National Geodetic Survey in February 1996..
 CE0515
 CE0515
 CE0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0515
 CE0515.The geoid height was determined by GEOID03.
 CE0515
 CE0515;                    North         East     Units Scale Factor Converg.
 CE0515;SPC TX C     - 3,245,823.407   117,104.446   MT  0.99996433   -3 10 12.0
 CE0515;SPC TX C     -10,649,005.63    384,200.17   sFT  0.99996433   -3 10 12.0
 CE0515;SPC NM C     -    81,911.684   477,453.019   MT  0.99990627   -0 07 30.6
 CE0515;SPC NM C     -   268,738.58  1,566,443.78   sFT  0.99990627   -0 07 30.6
 CE0515;UTM  13      - 3,512,427.334   359,049.788   MT  0.99984503   -0 46 58.3
 CE0515
 CE0515                          SUPERSEDED SURVEY CONTROL
 CE0515
 CE0515  NAD 83(1993)-  31 44 19.03439(N)    106 29 16.65682(W) AD(       ) 4
 CE0515  NAD 83(1986)-  31 44 19.03579(N)    106 29 16.65629(W) AD(       ) 4
 CE0515  NAD 27      -  31 44 18.65200(N)    106 29 14.70500(W) AD(       ) 3
 CE0515
 CE0515.Superseded values are not recommended for survey control.
 CE0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0515.See file dsdata.txt to determine how the superseded data were derived.
 CE0515
 CE0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5905012427(NAD 83)
 CE0515_MARKER: 51 = TANK
 CE0515
 CE0515  HISTORY     - Date     Condition        Report By
 CE0515  HISTORY     - 1934     FIRST OBSERVED   CGS
 CE0515
 CE0515                          STATION DESCRIPTION
 CE0515
 CE0515'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1433 ***********************************************************************
 AE1433  DESIGNATION -  JUDD
 AE1433  PID         -  AE1433
 AE1433  STATE/COUNTY-  TX/STARR
 AE1433  USGS QUAD   -  BENTSEN RANCH (1972)
 AE1433
 AE1433                         *CURRENT SURVEY CONTROL
 AE1433  ___________________________________________________________________
 AE1433* NAD 83(1993)-  26 34 17.66842(N)    098 26 34.75528(W)     ADJUSTED  
 AE1433* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 AE1433  ___________________________________________________________________
 AE1433  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AE1433  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AE1433
 AE1433  HORZ ORDER  -  FIRST
 AE1433
 AE1433.The horizontal coordinates were established by classical geodetic methods
 AE1433.and adjusted by the National Geodetic Survey in February 1996..
 AE1433
 AE1433.The orthometric height was scaled from a topographic map.
 AE1433
 AE1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1433
 AE1433.The geoid height was determined by GEOID03.
 AE1433
 AE1433;                    North         East     Units Scale Factor Converg.
 AE1433;SPC TX S     - 5,100,258.142   305,679.609   MT  0.99992270   +0 01 33.2
 AE1433;SPC TX S     -16,733,096.92  1,002,883.85   sFT  0.99992270   +0 01 33.2
 AE1433;UTM  14      - 2,939,105.240   555,472.508   MT  0.99963799   +0 14 57.0
 AE1433
 AE1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1433!SPC TX S     -   0.99998733  x   0.99992270  =   0.99991003
 AE1433!UTM  14      -   0.99998733  x   0.99963799  =   0.99962532
 AE1433
 AE1433:                Primary Azimuth Mark                     Grid Az
 AE1433:SPC TX S     -  MC COOK WATER TANK                       150 05 57.6
 AE1433:UTM  14      -  MC COOK WATER TANK                       149 52 33.8
 AE1433
 AE1433|---------------------------------------------------------------------|
 AE1433| PID    Reference Object                     Distance      Geod. Az  |
 AE1433|                                                           dddmmss.s |
 AE1433| AE1585 MC COOK WATER TANK                  APPROX.10.6 KM 1500730.8 |
 AE1433| AE1583 MC COOK DALLAS LAND BANK TANK       APPROX.10.7 KM 1522848.4 |
 AE1433| CV2489 JUDD RM 1                            28.113 METERS 23539     |
 AE1433| CV2490 JUDD RM 2                            29.801 METERS 29554     |
 AE1433| AE1438 ISIDRO                              APPROX.16.5 KM 3502535.3 |
 AE1433|---------------------------------------------------------------------|
 AE1433
 AE1433                          SUPERSEDED SURVEY CONTROL
 AE1433
 AE1433  NAD 83(1986)-  26 34 17.67301(N)    098 26 34.72246(W) AD(       ) 1
 AE1433  NAD 27      -  26 34 16.45200(N)    098 26 33.65900(W) AD(       ) 1
 AE1433
 AE1433.Superseded values are not recommended for survey control.
 AE1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1433.See file dsdata.txt to determine how the superseded data were derived.
 AE1433
 AE1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ5547339105(NAD 83)
 AE1433_MARKER: DS = TRIANGULATION STATION DISK
 AE1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1433_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AE1433
 AE1433  HISTORY     - Date     Condition        Report By
 AE1433  HISTORY     - 1935     MONUMENTED       CGS
 AE1433  HISTORY     - 1937     GOOD             CGS
 AE1433  HISTORY     - 1955     MARK NOT FOUND   SUNOCO
 AE1433
 AE1433                          STATION DESCRIPTION
 AE1433
 AE1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AE1433'STATION IS LOCATED ABOUT 2 MILES W OF JUDD CITY, 8 MILES
 AE1433'WSW OF SAM LANE SCHOOL, 7 MILES NW OF MC COOKS STORE, AND
 AE1433'1.0 MILE W OF STARR-HIDALGO COUNTY LINE.
 AE1433'
 AE1433'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AE1433'DISKS SET IN CONCRETE.
 AE1433'
 AE1433'REFERENCE MARK NO. 1 IS SW OF STATION.
 AE1433'
 AE1433'REFERENCE MARK NO. 2 IS 13 FEET N OF CENTER LINE OF ROAD.
 AE1433'
 AE1433'REFERENCE MARK NO. 3 IS 14 FEET N OF CENTER LINE OF ROAD.
 AE1433'
 AE1433'TO REACH FROM THE RAILROAD STATION IN MONTE CHRISTO (BUILDING
 AE1433'NOW ABANDONED, BUT IN GOOD CONDITION), GO W ON GRAVEL ROAD
 AE1433'4.8 MILES AND TURN LEFT (W) WHERE MAIN ROAD STRAIGHT AHEAD
 AE1433'PASSES THROUGH AUTO GATE.  GO 2.2 MILES AND TURN RIGHT (N)
 AE1433'ON T-ROAD AT STATE SURVEY MARK ON S SIDE OF ROAD.  GO 1.85
 AE1433'MILES TO TRIANGULATION MARK ON RIGHT.  CONTINUE N 1.7 MILES.
 AE1433'KEEP STRAIGHT AHEAD FOR 4.55 MILES AT MC COOKS STORE.  TAKE
 AE1433'MAIN ROAD LEFT AND GO 2.55 MILES.  TURN RIGHT ON T-ROAD
 AE1433'AND GO 0.9 MILE.  THENCE TURN LEFT (W) ON CROSS ROAD AT HOUSE
 AE1433'AND TANK WITH NAME JUDD CITY ON IT.  GO 0.3 MILE AND
 AE1433'STRAIGHT AHEAD WHERE MAIN ROAD TURNS.  CONTINUE W 1.65 MILES
 AE1433'TO STATION ON LEFT.  STATION IS LOCATED 15 FEET S OF CENTER
 AE1433'LINE OF DIRT ROAD LEADING TO STATION.
 AE1433'
 AE1433'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 AE1433
 AE1433                          STATION RECOVERY (1937)
 AE1433
 AE1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (GC)
 AE1433'STATION AND REFERENCE MARKS IN GOOD CONDITION.  NO EFFORT
 AE1433'MADE TO FIND AZIMUTH MARK.  DESCRIPTION OF 1935 IS GOOD.
 AE1433
 AE1433                          STATION RECOVERY (1955)
 AE1433
 AE1433'RECOVERY NOTE BY SUN OIL COMPANY 1955 (WTR)
 AE1433'THE STATION SURFACE MARK AND TWO REFERENCE MARKS ARE ALL
 AE1433'DESTROYED (DUE TO BRUSH-CLEARING OPERATIONS).  THE AZIMUTH
 AE1433'MARK NO. 3 IS IN GOOD SHAPE.  THE UNDERGROUND STATION IS
 AE1433'IN GOOD SHAPE, 2.1 FT. BELOW THE GROUND LEVEL.  WE SET A
 AE1433'3/8- BY 10-IN. NAIL 36.7 FT. W, AND ANOTHER 20 FT. N OF THE
 AE1433'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0512 ***********************************************************************
 BO0512  DESIGNATION -  JUDGE
 BO0512  PID         -  BO0512
 BO0512  STATE/COUNTY-  TX/CROCKETT
 BO0512  USGS QUAD   -  BAGGETT RANCH (1967)
 BO0512
 BO0512                         *CURRENT SURVEY CONTROL
 BO0512  ___________________________________________________________________
 BO0512* NAD 83(1993)-  30 36 24.00551(N)    101 12 35.57317(W)     ADJUSTED  
 BO0512* NAVD 88     -       746.     (meters)    2448.     (feet)  SCALED    
 BO0512  ___________________________________________________________________
 BO0512  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BO0512  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 BO0512
 BO0512  HORZ ORDER  -  SECOND
 BO0512
 BO0512.The horizontal coordinates were established by classical geodetic methods
 BO0512.and adjusted by the National Geodetic Survey in February 1996..
 BO0512
 BO0512.The orthometric height was scaled from a topographic map.
 BO0512
 BO0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0512
 BO0512.The geoid height was determined by GEOID03.
 BO0512
 BO0512;                    North         East     Units Scale Factor Converg.
 BO0512;SPC TX C     - 3,104,535.382   615,953.116   MT  0.99990532   -0 27 05.3
 BO0512;SPC TX C     -10,185,463.17  2,020,839.51   sFT  0.99990532   -0 27 05.3
 BO0512;UTM  14      - 3,388,093.010   288,144.891   MT  1.00015371   -1 07 32.0
 BO0512
 BO0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0512!SPC TX C     -   0.99988656  x   0.99990532  =   0.99979189
 BO0512!UTM  14      -   0.99988656  x   1.00015371  =   1.00004025
 BO0512
 BO0512|---------------------------------------------------------------------|
 BO0512| PID    Reference Object                     Distance      Geod. Az  |
 BO0512|                                                           dddmmss.s |
 BO0512| CH9686 JUDGE RM 1                           36.854 METERS 03623     |
 BO0512| CH9685 JUDGE AZ MK                                        0753515.4 |
 BO0512| CH9687 JUDGE RM 2                           23.542 METERS 17935     |
 BO0512|---------------------------------------------------------------------|
 BO0512
 BO0512                          SUPERSEDED SURVEY CONTROL
 BO0512
 BO0512  NAD 83(1986)-  30 36 24.01129(N)    101 12 35.56216(W) AD(       ) 2
 BO0512  NAD 27      -  30 36 23.38100(N)    101 12 34.16300(W) AD(       ) 2
 BO0512
 BO0512.Superseded values are not recommended for survey control.
 BO0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0512.See file dsdata.txt to determine how the superseded data were derived.
 BO0512
 BO0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU8814588093(NAD 83)
 BO0512_MARKER: DS = TRIANGULATION STATION DISK
 BO0512_SETTING: 66 = SET IN ROCK OUTCROP
 BO0512
 BO0512  HISTORY     - Date     Condition        Report By
 BO0512  HISTORY     - 1944     MONUMENTED       CGS
 BO0512  HISTORY     - 1949     GOOD             LOCENG
 BO0512  HISTORY     - 1966     GOOD             CGS
 BO0512
 BO0512                          STATION DESCRIPTION
 BO0512
 BO0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BO0512'STATION IS LOCATED ON THE W BREAKS OF JOHNSONS RUN, ON PROPERTY
 BO0512'OWNED BY JUDGE C.E. DAVIDSON, ABOUT 2 MILES W OF JUDGE DAVIDSONS
 BO0512'HOME, 1-1/2 MILES W OF STATE HIGHWAY 163, AND 7 MILES (AIR
 BO0512'LINE) S OF OZONA.  IT IS LOCATED ON THE SE EDGE OF A SMALL,
 BO0512'FLAT MESA, THE CENTER OF WHICH IS OPEN AND GRASSY, THE SLOPES
 BO0512'ROCKY AND BRUSH-COVERED.
 BO0512'
 BO0512'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 BO0512'HOLE IN OUTCROPPING ROCK, FLUSH WITH THE GROUND.  IT IS STAMPED
 BO0512'JUDGE 1944.
 BO0512'
 BO0512'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 BO0512'DRILL HOLE IN OUTCROPPING ROCK ABOUT 10 FEET LOWER THAN THE
 BO0512'STATION.  IT IS ON THE SLOPE AND 3 FEET SE OF A CAIRN.  IT IS
 BO0512'STAMPED JUDGE NO 1 1944.
 BO0512'
 BO0512'REFERENCE MARK 2 IS 2 FEET N OF A SMALL CAIRN.  IT IS A BRONZE
 BO0512'REFERENCE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK
 BO0512'THAT PROJECTS ABOUT 2 INCHES ABOVE GROUND.  IT IS STAMPED
 BO0512'JUDGE NO 2 1944.
 BO0512'
 BO0512'AZIMUTH MARK IS 60 FEET W OF THE CENTER LINE OF STATE HIGHWAY
 BO0512'163, ABOUT 210 FEET N OF THE CENTER LINE OF THE T-ROAD MENTIONED
 BO0512'BELOW, 5 FEET SE OF THE S POST OF A WIRE GATE, 3 FEET E OF
 BO0512'FENCELINE, AND 3 FEET S OF A WHITE WOODEN WITNESS POST.  ABOUT
 BO0512'ONE-HALF HOUR CLEARING BY ONE MAN REQUIRED TO SEE AZIMUTH MARK
 BO0512'FROM GROUND.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 BO0512'CONCRETE POST, STAMPED JUDGE 1944.
 BO0512'
 BO0512'A WINDMILL IS VISIBLE AT THE STATION WITH A SMALL AMOUNT OF
 BO0512'CLEARING OF BRUSH NEAR STATION.
 BO0512'
 BO0512'TO REACH STATION FROM OZONA, GO S ON STATE HIGHWAY 163 (DEL
 BO0512'RIO ROAD) 7.3 MILES TO A T-ROAD RIGHT AT GREEN BUMPER GATE
 BO0512'AND CATTLE GUARD ON LEFT.  TURN RIGHT ON T-ROAD AND GO W 0.65
 BO0512'MILE TO BOARD GATE ON RIGHT.  TURN RIGHT THROUGH THIS BOARD
 BO0512'GATE, TAKE RIGHT FORK 0.2 MILE AND TAKE LEFT FORK, NW, 0.3
 BO0512'MILE TO TRACK ROAD LEADING LEFT ABOUT 100 YARDS E OF WINDMILL
 BO0512'AND TANK.  TURN LEFT AND FOLLOW TRACKS OVER A SMALL PASS AND UP
 BO0512'DRAW TO RIGHT, THENCE UP ROCKY SLOPE FOR 0.7 MILE TO TOP OF
 BO0512'RIDGE.  HERE BEAR LEFT TO THE S END OF THE SMALL MESA, NEAR
 BO0512'THE THREE LARGEST SCRUB OAK TREES, ONE OF WHICH BEARS A
 BO0512'TRIANGULAR BLAZE.  THE STATION IS 24 FEET NE OF THIS BLAZE, 15
 BO0512'FEET SW OF A BLAZE ON A SMALL OAK TREE, AND TWO FEET SE OF THE
 BO0512'LINE BETWEEN THE TWO BLAZES.
 BO0512'
 BO0512'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BO0512
 BO0512                          STATION RECOVERY (1949)
 BO0512
 BO0512'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (FDT)
 BO0512'LETTER OF MR. F.D. TOTZKE, MAGNOLIA PETROLEUM CO., ELDORADO,
 BO0512'TEXAS, DATED 8/8/49--
 BO0512'
 BO0512'THE CONDITION OF THIS STATION, REFERENCE MARKS, AND AZIMUTH
 BO0512'MARK IS VERY GOOD.  DESCRIPTION FOR REACHING THE STATION IS
 BO0512'GOOD, BUT THE TRAIL FROM THE WINDMILL AND TANK ARE VERY FAINT
 BO0512'AND ALMOST IMPOSSIBLE TO FOLLOW.
 BO0512
 BO0512                          STATION RECOVERY (1966)
 BO0512
 BO0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 BO0512'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 BO0512'AND THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE
 BO0512'AZIMUTH MARK WAS FOUND TO BE WITHIN THE LIMITS OF ROAD IMPROVEMENTS
 BO0512'AND WILL PROBABLY BE DESTROYED.  A NEW AZIMUTH MARK WAS SET
 BO0512'ON LINE TOWARDS THE STATION MARK FROM THE OLD AZIMUTH MARK.  (OLD
 BO0512'AZI. MK. WAS NOT DESTROYED BY THIS PARTY.)
 BO0512'
 BO0512'A COMPLETE DESCRIPTION IS AS FOLLOWS--THE STATION IS ABOUT 8
 BO0512'MILES SOUTH OF OZONA, AT THE SOUTHEAST EDGE OF A MESA, ABOUT
 BO0512'1 MILE WEST OF STATE HIGHWAY 163, AND ON LAND OWNED BY MR.
 BO0512'FRANK MC MULLAN.
 BO0512'
 BO0512'TO REACH THE STATION FROM THE COURT HOUSE IN OZONA, GO SOUTH
 BO0512'ON STATE HIGHWAY 163 FOR 7.0 MILES TO THE AZIMUTH MARK ON
 BO0512'THE RIGHT.  TURN RIGHT, WESTERLY, GO 1.0 MILE ALONG A GRAVELED
 BO0512'ROAD TO A LOCKED GATE ON THE RIGHT.  (TO OBTAIN KEY, GO EAST
 BO0512'FROM THE AZIMUTH MARK ON A RANCH ROAD FOR 0.75 MILE TO THE HOME
 BO0512'OF MR. FRANK MC MULLAN.) PASS THROUGH THE GATE, GO 0.65 MILE
 BO0512'ALONG A BLADED ROAD TO THE HIGHEST PART OF ROAD IN A SADDLE.
 BO0512'TURN LEFT AND FOLLOW A TRACK ROAD, UP A DRAW, FOR 0.25 MILE
 BO0512'TO HIGHEST PART OF MESA AND THE STATION.
 BO0512'
 BO0512'STATION MARK, A STANDARD DISK, STAMPED JUDGE 1944, IS CEMENTED
 BO0512'IN A DRILL HOLE IN OUTCROPPING ROCK FLUSH WITH THE SURFACE
 BO0512'OF GROUND.  IT IS ABOUT 25 FEET EAST OF THE LARGEST LIVE
 BO0512'OAKS ON THE MESA.
 BO0512'
 BO0512'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED JUDGE NO 1 1944,
 BO0512'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK.  IT IS ON THE
 BO0512'NORTHEAST SLOPE OF HILL, ABOUT 10 FEET LOWER THAN THE STATION
 BO0512'MARK.
 BO0512'
 BO0512'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED JUDGE NO 2
 BO0512'1944, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK.  IT IS
 BO0512'AT THE SOUTHEAST EDGE OF HILL, ABOUT THE SAME ELEVATION AS
 BO0512'THE STATION MARK.
 BO0512'
 BO0512'AZIMUTH MARK, A STANDARD DISK, STAMPED JUDGE 1944 AZ 2 1966,
 BO0512'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT
 BO0512'5 INCHES.  IT IS 61 FEET WEST OF THE CENTER LINE OF HIGHWAY,
 BO0512'240 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, AND 1
 BO0512'FOOT SOUTHWEST OF A METAL WITNESS POST.
 BO0512'
 BO0512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 BO0512'SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0474 ***********************************************************************
 BQ0474  DESIGNATION -  JUDGE
 BQ0474  PID         -  BQ0474
 BQ0474  STATE/COUNTY-  TX/HUDSPETH
 BQ0474  USGS QUAD   -  EAGLE MTNS NW (1972)
 BQ0474
 BQ0474                         *CURRENT SURVEY CONTROL
 BQ0474  ___________________________________________________________________
 BQ0474* NAD 83(1993)-  30 57 22.64881(N)    105 10 21.06135(W)     ADJUSTED  
 BQ0474* NAVD 88     -      1490.     (meters)    4888.     (feet)  SCALED    
 BQ0474  ___________________________________________________________________
 BQ0474  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 BQ0474  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 BQ0474
 BQ0474  HORZ ORDER  -  FIRST
 BQ0474
 BQ0474.The horizontal coordinates were established by classical geodetic methods
 BQ0474.and adjusted by the National Geodetic Survey in February 1996..
 BQ0474
 BQ0474.The orthometric height was scaled from a topographic map.
 BQ0474
 BQ0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 BQ0474
 BQ0474.The geoid height was determined by GEOID03.
 BQ0474
 BQ0474;                    North         East     Units Scale Factor Converg.
 BQ0474;SPC TX C     - 3,153,015.472   237,827.003   MT  0.99988205   -2 29 32.9
 BQ0474;SPC TX C     -10,344,518.26    780,270.76   sFT  0.99988205   -2 29 32.9
 BQ0474;UTM  13      - 3,424,770.692   483,522.959   MT  0.99960335   -0 05 19.5
 BQ0474
 BQ0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BQ0474!SPC TX C     -   0.99976976  x   0.99988205  =   0.99965184
 BQ0474!UTM  13      -   0.99976976  x   0.99960335  =   0.99937320
 BQ0474
 BQ0474:                Primary Azimuth Mark                     Grid Az
 BQ0474:SPC TX C     -  JUDGE AZ MK                              004 24 25.1
 BQ0474:UTM  13      -  JUDGE AZ MK                              002 00 11.7
 BQ0474
 BQ0474|---------------------------------------------------------------------|
 BQ0474| PID    Reference Object                     Distance      Geod. Az  |
 BQ0474|                                                           dddmmss.s |
 BQ0474| CH9682 JUDGE AZ MK                                        0015452.2 |
 BQ0474| CH9683 JUDGE RM 1                           12.512 METERS 01120     |
 BQ0474| CH9684 JUDGE RM 2                           12.844 METERS 08931     |
 BQ0474| CD1050 LITTLE BLANCA PEAK                  APPROX.44.4 KM 3251036.2 |
 BQ0474|---------------------------------------------------------------------|
 BQ0474
 BQ0474                          SUPERSEDED SURVEY CONTROL
 BQ0474
 BQ0474  NAD 83(1986)-  30 57 22.65451(N)    105 10 21.05885(W) AD(       ) 1
 BQ0474  NAD 27      -  30 57 22.17200(N)    105 10 19.24700(W) AD(       ) 1
 BQ0474
 BQ0474.Superseded values are not recommended for survey control.
 BQ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0474.See file dsdata.txt to determine how the superseded data were derived.
 BQ0474
 BQ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ8352324771(NAD 83)
 BQ0474_MARKER: DS = TRIANGULATION STATION DISK
 BQ0474_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0474
 BQ0474  HISTORY     - Date     Condition        Report By
 BQ0474  HISTORY     - 1934     MONUMENTED       CGS
 BQ0474  HISTORY     - 1980     GOOD             LOCENG
 BQ0474
 BQ0474                          STATION DESCRIPTION
 BQ0474
 BQ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 BQ0474'STATION IS LOCATED ABOUT 18 MILES SE OF SIERRA BLANCA, 10 MILES
 BQ0474'WSW OF HOT WELLS, AND 0.4 MILE SW OF BLACK BUTTE, A PROMINENT
 BQ0474'DOME-SHAPED BUTTE AT THE W SIDE OF THE EAGLE RANGE OF MOUNTAINS.
 BQ0474'THIS BUTTE CAN BE SEEN FROM THE HIGHWAY IN SIERRA BLANCA.
 BQ0474'
 BQ0474'STATION MARK, REFERENCE MARK NO. 1, AND AZIMUTH MARK ARE
 BQ0474'STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 BQ0474'BEDROCK.
 BQ0474'
 BQ0474'THE STATION MARK IS ON A SPUR SAW-TOOTH RIDGE THAT EXTENDS
 BQ0474'SW FROM BLACK BUTTE.  IT IS ABOUT 1/4 MILE N OF THE S END OF THE
 BQ0474'RIDGE AND IS 10 FEET E OF THE W EDGE OF THE RIDGE.
 BQ0474'
 BQ0474'REFERENCE MARK NO. 1 IS 17 FEET E OF THE W EDGE OF THE RIDGE.
 BQ0474'
 BQ0474'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A
 BQ0474'DRILL HOLE IN A BOULDER.  IT PROJECTS 10 INCHES.
 BQ0474'
 BQ0474'THE AZIMUTH MARK IS ON THE S SLOPE OF THE SADDLE BETWEEN
 BQ0474'BLACK BUTTE AND A RIDGE HIGHER THAN, E OF AND PARALLEL TO THE ONE
 BQ0474'ON WHICH THE STATION IS LOCATED.  IT IS 8 FEET E OF THE W EDGE
 BQ0474'OF THE RIDGE AND IS APPROXIMATELY 10 FEET LOWER THAN THE TOP OF
 BQ0474'THE SADDLE.
 BQ0474'
 BQ0474'TO REACH THE STATION FROM SIERRA BLANCA GO E FROM THE FORD
 BQ0474'GARAGE ON THE MAIN STREET 0.2 MILE TO A POINT WHERE THE MAIN ROAD
 BQ0474'BEARS TO THE LEFT THRU AN UNDERPASS.  HERE CONTINUE STRAIGHT
 BQ0474'AHEAD ON THE COUNTY ROAD WHICH PARALLELS THE SOUTHERN PACIFIC
 BQ0474'RAILROAD TRACKS ON THEIR S SIDE.  FOLLOW THIS ROAD 8.7 MILES TO
 BQ0474'GRAYTON, A MAINTENANCE STATION.  AT A POINT 125 YARDS E OF THE
 BQ0474'SECTION HOUSE A RANCH ROAD ANGLES OFF TO THE SE.  FOLLOW THIS
 BQ0474'RANCH ROAD 1.7 MILES TO A FORK.  TAKE LEFT FORK (STRAIGHT
 BQ0474'AHEAD) AND CONTINUE 1.2 MILES TO A CROSS ROAD.  CONTINUE
 BQ0474'STRAIGHT AHEAD AT THIS POINT AND GO 1.8 MILES TO A FORK.  TAKE
 BQ0474'THE RIGHT FORK WHICH PASSES AROUND SURFACE TANK CORRAL AND
 BQ0474'CONTINUE ON THE MAIN-TRAVELED ROAD 2.9 MILES TO THE OLD
 BQ0474'JUDGE LOVE RANCH HOUSE.  PASS BETWEEN THE HOUSE AND WINDMILL
 BQ0474'AND GO SW DOWN THE CANYON ON THE ONLY ROAD 3.8 MILES.  THIS
 BQ0474'POINT IS ABOUT 0.3 MILE NW OF BLACK BUTTE.  WITH A LITTLE
 BQ0474'CARE TRUCK CAN BE DRIVEN CROSS COUNTRY ABOUT 1/2 MILE TO
 BQ0474'THE FOOT OF THE STEEP AND ROCKY SAW-TOOTH RIDGE W OF
 BQ0474'BLACK BUTTE.  FROM THIS POINT PACK UP TO TOP OF RIDGE THRU
 BQ0474'BREAKS IN THE RIM ROCK TO A POINT ABOUT 1/4 MILE N OF THE S
 BQ0474'END OF THE RIDGE AND STATION.
 BQ0474'
 BQ0474'A 30-MINUTE PACK WITH A HEAVY LOAD.
 BQ0474'
 BQ0474'WATER AND ALL SUPPLIES IN SIERRA BLANCA.
 BQ0474'
 BQ0474'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 BQ0474
 BQ0474                          STATION RECOVERY (1980)
 BQ0474
 BQ0474'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 BQ0474'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0775 ***********************************************************************
 CC0775  DESIGNATION -  JUDKIN SCHOOLHOUSE CUPOLA
 CC0775  PID         -  CC0775
 CC0775  STATE/COUNTY-  TX/ECTOR
 CC0775  USGS QUAD   -  METZ (1981)
 CC0775
 CC0775                         *CURRENT SURVEY CONTROL
 CC0775  ___________________________________________________________________
 CC0775* NAD 83(1993)-  31 42 54.74689(N)    102 37 41.20372(W)     ADJUSTED  
 CC0775* NAVD 88     -                                                        
 CC0775  ___________________________________________________________________
 CC0775  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 CC0775  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CC0775
 CC0775  HORZ ORDER  -  THIRD
 CC0775
 CC0775.The horizontal coordinates were established by classical geodetic methods
 CC0775.and adjusted by the National Geodetic Survey in February 1996..
 CC0775
 CC0775
 CC0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0775
 CC0775.The geoid height was determined by GEOID03.
 CC0775
 CC0775;                    North         East     Units Scale Factor Converg.
 CC0775;SPC TX C     - 3,229,341.646   482,515.883   MT  0.99995916   -1 10 55.0
 CC0775;SPC TX C     -10,594,931.72  1,583,054.19   sFT  0.99995916   -1 10 55.0
 CC0775;UTM  13      - 3,511,315.782   724,756.137   MT  1.00022306   +1 14 50.7
 CC0775
 CC0775                          SUPERSEDED SURVEY CONTROL
 CC0775
 CC0775  NAD 83(1993)-  31 42 54.74933(N)    102 37 41.19554(W) AD(       ) 4
 CC0775  NAD 83(1986)-  31 42 54.74972(N)    102 37 41.19491(W) AD(       ) 4
 CC0775  NAD 27      -  31 42 54.28000(N)    102 37 39.67000(W) AD(       ) 3
 CC0775
 CC0775.Superseded values are not recommended for survey control.
 CC0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0775.See file dsdata.txt to determine how the superseded data were derived.
 CC0775
 CC0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR2475611316(NAD 83)
 CC0775_MARKER: 86 = CUPOLA
 CC0775
 CC0775  HISTORY     - Date     Condition        Report By
 CC0775  HISTORY     - 1909     FIRST OBSERVED   CGS
 CC0775
 CC0775                          STATION DESCRIPTION
 CC0775
 CC0775'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1065 ***********************************************************************
 BM1065  DESIGNATION -  JUDKINS
 BM1065  PID         -  BM1065
 BM1065  STATE/COUNTY-  TX/MILAM
 BM1065  USGS QUAD   -  BEN ARNOLD (1989)
 BM1065
 BM1065                         *CURRENT SURVEY CONTROL
 BM1065  ___________________________________________________________________
 BM1065* NAD 83(1993)-  30 58 22.53636(N)    096 52 32.84461(W)     ADJUSTED  
 BM1065* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 BM1065  ___________________________________________________________________
 BM1065  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BM1065  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BM1065
 BM1065  HORZ ORDER  -  FIRST
 BM1065
 BM1065.The horizontal coordinates were established by classical geodetic methods
 BM1065.and adjusted by the National Geodetic Survey in February 1996..
 BM1065
 BM1065.The orthometric height was scaled from a topographic map.
 BM1065
 BM1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1065
 BM1065.The geoid height was determined by GEOID03.
 BM1065
 BM1065;                    North         East     Units Scale Factor Converg.
 BM1065;SPC TX C     - 3,149,937.503 1,030,211.170   MT  0.99988187   +1 46 51.0
 BM1065;SPC TX C     -10,334,419.96  3,379,951.15   sFT  0.99988187   +1 46 51.0
 BM1065;UTM  14      - 3,428,537.445   702,869.235   MT  1.00010769   +1 05 36.8
 BM1065
 BM1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1065!SPC TX C     -   0.99998225  x   0.99988187  =   0.99986412
 BM1065!UTM  14      -   0.99998225  x   1.00010769  =   1.00008994
 BM1065
 BM1065|---------------------------------------------------------------------|
 BM1065| PID    Reference Object                     Distance      Geod. Az  |
 BM1065|                                                           dddmmss.s |
 BM1065| CV7817 JUDKINS RM 1                         15.052 METERS 04254     |
 BM1065| CV7818 JUDKINS RM 2                         17.629 METERS 13849     |
 BM1065| CV7816 JUDKINS AZ MK                                      1783224.6 |
 BM1065|---------------------------------------------------------------------|
 BM1065
 BM1065                          SUPERSEDED SURVEY CONTROL
 BM1065
 BM1065  NAD 83(1986)-  30 58 22.54693(N)    096 52 32.82643(W) AD(       ) 1
 BM1065  NAD 27      -  30 58 21.87300(N)    096 52 31.88300(W) AD(       ) 1
 BM1065
 BM1065.Superseded values are not recommended for survey control.
 BM1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1065.See file dsdata.txt to determine how the superseded data were derived.
 BM1065
 BM1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV0286928537(NAD 83)
 BM1065_MARKER: DS = TRIANGULATION STATION DISK
 BM1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1065
 BM1065  HISTORY     - Date     Condition        Report By
 BM1065  HISTORY     - 1943     MONUMENTED       CGS
 BM1065  HISTORY     - 19991111 GOOD             USPSQD
 BM1065
 BM1065                          STATION DESCRIPTION
 BM1065
 BM1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM1065'ABOUT 10 MILES NE OF CAMERON AND 8-1/2 MILES SE OF ROSEBUD,
 BM1065'ON LAND OWNED BY J.C. JUDKINS, BRANCHVILLE, TEXAS.  THE STATION
 BM1065'IS 48 FEET SW OF THE NW CORNER OF THE HOUSE, 12 FEET NE OF
 BM1065'FENCE, 14 FEET N OF THE FENCE CORNER, 22 FEET S OF OLD SHACK.
 BM1065'THE MARK PROJECTS 3 INCHES AND IS STAMPED JUDKINS 1943.
 BM1065'
 BM1065'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM1065'DISKS SET IN CONCRETE.
 BM1065'
 BM1065'REFERENCE MARK NO. 1 IS NE OF THE STATION AT THE NW CORNER OF
 BM1065'THE HOUSE NEXT TO THE FOUNDATION.  THE MARK PROJECTS 4 INCHES.
 BM1065'
 BM1065'REFERENCE MARK NO. 2 IS S OF THE STATION IN THE FENCE LINE NEXT
 BM1065'TO A GROVE OF TREES.  THE MARK PROJECTS 3 INCHES.
 BM1065'
 BM1065'THE AZIMUTH MARK IS 0.4 MILE SW OF THE STATION.  IT IS SET
 BM1065'FLUSH WITH THE GROUND, 2 FEET W OF A POWER-LINE POLE, ABOUT 100
 BM1065'FEET W OF ROAD LEFT, NW TO STATION, AND IS 25 FEET S OF CENTER
 BM1065'LINE OF ROAD.
 BM1065'
 BM1065'THE AZIMUTH MARK IS REACHED FROM THE STATION BY GOING 0.1 MILE
 BM1065'W TO THE SECONDARY ROAD.  TURN LEFT, SE AND GO 0.4 MILE TO MAIN
 BM1065'GRAVEL ROAD.  TURN RIGHT, SW, AND GO 0.05 MILE TO MARK ON S SIDE
 BM1065'OF ROAD.
 BM1065'
 BM1065'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE
 BM1065'STATION AND WITH THEIR RESPECTIVE NUMBERS.
 BM1065'
 BM1065'REACHED FROM THE JUNCTION OF ROUTES 190 AND 77 IN CAMERON,
 BM1065'CONTINUE ON ROUTE 190 N FOR 6.6 MILES TO T.M. HIGHTOWERS FILLING
 BM1065'STATION AND CROSSROADS, TURN LEFT ON GRAVEL ROAD AND GO 2.4 MILES
 BM1065'TO A GRAVEL ROAD RIGHT, E.  TURN RIGHT ON THIS ROAD AND GO 0.2
 BM1065'MILE TO FORKS AT PECAN FILLING STATION.  TAKE LEFT FORK AND
 BM1065'FOLLOW MAIN-TRAVELED ROAD NE FOR 2.5 MILES TO A ROAD LEADING N
 BM1065'AT TWO MAIL BOXES AND A NEGRO SCHOOL ON THE RIGHT.  TURN LEFT,
 BM1065'N, AND FOLLOW MAIN ROAD N AND NE FOR 1.55 MILES TO A SECONDARY
 BM1065'ROAD LEADING LEFT, TURN LEFT NW AND GO 0.4 MILE TO A GATE
 BM1065'ON THE RIGHT.  TURN RIGHT, E, AND GO 0.1 MILE ON FARM LANE TO
 BM1065'HOUSE AND STATION SITE.
 BM1065'
 BM1065'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 BM1065
 BM1065                          STATION RECOVERY (1999)
 BM1065
 BM1065'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1206 ***********************************************************************
 CR1206  DESIGNATION -  JUDSON
 CR1206  PID         -  CR1206
 CR1206  STATE/COUNTY-  TX/GREGG
 CR1206  USGS QUAD   -  WHITE OAK (1978)
 CR1206
 CR1206                         *CURRENT SURVEY CONTROL
 CR1206  ___________________________________________________________________
 CR1206* NAD 83(1993)-  32 35 21.98044(N)    094 45 13.48835(W)     ADJUSTED  
 CR1206* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 CR1206  ___________________________________________________________________
 CR1206  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CR1206  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CR1206
 CR1206  HORZ ORDER  -  SECOND
 CR1206
 CR1206.The horizontal coordinates were established by classical geodetic methods
 CR1206.and adjusted by the National Geodetic Survey in February 1996..
 CR1206
 CR1206.The orthometric height was scaled from a topographic map.
 CR1206
 CR1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1206
 CR1206.The geoid height was determined by GEOID03.
 CR1206
 CR1206;                    North         East     Units Scale Factor Converg.
 CR1206;SPC TXNC     - 2,108,596.418   951,603.906   MT  0.99990494   +2 02 35.5
 CR1206;SPC TXNC     - 6,917,953.41  3,122,053.81   sFT  0.99990494   +2 02 35.5
 CR1206;UTM  15      - 3,607,130.634   335,406.865   MT  0.99993407   -0 56 41.3
 CR1206
 CR1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1206!SPC TXNC     -   0.99998156  x   0.99990494  =   0.99988650
 CR1206!UTM  15      -   0.99998156  x   0.99993407  =   0.99991563
 CR1206
 CR1206:                Primary Azimuth Mark                     Grid Az
 CR1206:SPC TXNC     -  JUDSON AZ MK                             002 13 03.4
 CR1206:UTM  15      -  JUDSON AZ MK                             005 12 20.2
 CR1206
 CR1206|---------------------------------------------------------------------|
 CR1206| PID    Reference Object                     Distance      Geod. Az  |
 CR1206|                                                           dddmmss.s |
 CR1206| CX6576 JUDSON AZ MK                                       0041538.9 |
 CR1206| CR1208 TT 17 WM                             19.053 METERS 10523     |
 CR1206| CX6577 JUDSON RM 1                          39.203 METERS 15227     |
 CR1206| CR1146 LONGVIEW MUNICIPAL TANK             APPROX.12.3 KM 1634837.2 |
 CR1206| CR1143 LONGVIEW NW MUNICIPAL TANK          APPROX.10.1 KM 1721930.8 |
 CR1206| CR1202 GREGGTON MUNICIPAL TANK             APPROX. 9.9 KM 2033608.3 |
 CR1206| CR1205 JUDSON MUNICIPAL TANK               443.443 METERS 2105421.4 |
 CR1206| CR1209 WHITE OAK MUNICIPAL TANK            APPROX.12.2 KM 2365754.9 |
 CR1206| CR1214 GLADEWATER NW MUNICIPAL TANK        APPROX.18.3 KM 2550405.5 |
 CR1206|---------------------------------------------------------------------|
 CR1206
 CR1206                          SUPERSEDED SURVEY CONTROL
 CR1206
 CR1206  NAD 83(1986)-  32 35 21.98771(N)    094 45 13.47625(W) AD(       ) 2
 CR1206  NAD 27      -  32 35 21.47210(N)    094 45 12.71940(W) AD(       ) 2
 CR1206
 CR1206.Superseded values are not recommended for survey control.
 CR1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1206.See file dsdata.txt to determine how the superseded data were derived.
 CR1206
 CR1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS3540707131(NAD 83)
 CR1206_MARKER: DS = TRIANGULATION STATION DISK
 CR1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1206
 CR1206  HISTORY     - Date     Condition        Report By
 CR1206  HISTORY     - 1957     MONUMENTED       CGS
 CR1206  HISTORY     - 1965     GOOD             LOCSUR
 CR1206  HISTORY     - 1974     GOOD             TXHD
 CR1206  HISTORY     - 1974     GOOD             TXHD
 CR1206  HISTORY     - 19910421 GOOD             USPSQD
 CR1206
 CR1206                          STATION DESCRIPTION
 CR1206
 CR1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1206'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF GLADEWATER,
 CR1206'7 MILES NORTH OF LONGVIEW AND ABOUT 1/2 MILE NORTH OF JUDSON
 CR1206'ON THE WEST SIDE OF STATE HIGHWAY 26 WHERE IT GOES THROUGH
 CR1206'A CUT.  IT IS ABOUT 150 FEET WEST OF THE CENTER OF HIGHWAY 26,
 CR1206'80 FEET SOUTHWEST OF A POWER LINE POLE WHICH IS ON THE CREST
 CR1206'OF THE HILL, 45 FEET SOUTH OF THE CREST OF THE HILL AND ABOUT
 CR1206'5 FEET LOWER.  IT IS A STANDARD DISK SET IN CONCRETE AND
 CR1206'PROJECTS 3 INCHES AND IS STAMPED JUDSON 1957.
 CR1206'
 CR1206'REFERENCE MARK NO. 1 IS 80 FEET WEST OF THE CENTER OF HIGHWAY
 CR1206'26 IN A FENCE LINE AND PROJECTS 3 INCHES.  IT IS A STANDARD
 CR1206'DISK SET IN CONCRETE AND IS STAMPED JUDSON NO 1 1957.
 CR1206'
 CR1206'A GEOLOGICAL SURVEY BENCH MARK WAS USED AS REFERENCE MARK NO.
 CR1206'2.  IT IS A STANDARD DISK SET IN A CONCRETE POST, 80 FEET
 CR1206'WEST OF THE CENTER OF HIGHWAY 26 IN A FENCE LINE AND PROJECTS
 CR1206'6 INCHES.  IT IS STAMPED TT 17 WM 1949.
 CR1206'
 CR1206'IT IS 97.5 FEET BETWEEN THE TWO REFERENCE MARKS.
 CR1206'
 CR1206'THE AZIMUTH MARK IS 90 FEET SOUTH OF A FENCE CORNER, 16 FEET
 CR1206'EAST OF A POWER LINE POLE, 1 FOOT WEST OF A FENCE AND PROJECTS
 CR1206'6 INCHES.  IT IS A STANDARD DISK SET IN CONCRETE AND IS
 CR1206'STAMPED JUDSON 1957.
 CR1206'
 CR1206'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80
 CR1206'AND STATE HIGHWAY 26 IN THE NORTHWEST SECTION OF LONGVIEW
 CR1206'GO NORTH ON STATE HIGHWAY 26 FOR 5.7 MILES TO THE POST OFFICE
 CR1206'IN JUDSON, CONTINUE NORTH ON HIGHWAY 26 FOR 0.4 MILE TO THE
 CR1206'STATION ON THE LEFT AS DESCRIBED.
 CR1206'
 CR1206'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 CR1206'ON HIGHWAY 26 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 CR1206'
 CR1206'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 CR1206
 CR1206                          STATION RECOVERY (1965)
 CR1206
 CR1206'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 CR1206'RECOVERED BY BUCE AND ASSOC. DAL.
 CR1206'
 CR1206'THE STATION WAS VISITED AND THE STATION, R.M. 1 AND R.M. 2
 CR1206'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.
 CR1206'THE HIGHWAY HAS BEEN WIDENED AT THIS POINT AND IT APPEARS
 CR1206'THE AZIMUTH WAS DESTROYED AT THIS TIME.
 CR1206
 CR1206                          STATION RECOVERY (1974)
 CR1206
 CR1206'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (CLJ)
 CR1206'JUDSON 1957-GOOD
 CR1206'
 CR1206'AZIMUTH MARK-DESTROYED
 CR1206'
 CR1206'R.M. NO 1-DESTROYED (FOUND LYING ON ITS SIDE)
 CR1206'
 CR1206'DIRECTIONS FOR LOCATING STATION ARE ADEQUATE.  A RECENT
 CR1206'UNDERGROUND TELEPHONE CABLE HAS DESTROYED ALL OTHER MARKS.
 CR1206
 CR1206                          STATION RECOVERY (1974)
 CR1206
 CR1206'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1974 (WEH)
 CR1206'JUDSON 1957-GOOD
 CR1206'
 CR1206'AZ. AND R.M.S DESTROYED-S.H. 26 IS NOW U.S. 259, OTHERWISE
 CR1206'DESCRIPTION FOR REACHING STATION IS ADEQUATE.
 CR1206
 CR1206                          STATION RECOVERY (1991)
 CR1206
 CR1206'RECOVERY NOTE BY US POWER SQUADRON 1991 (ND)
 CR1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1205 ***********************************************************************
 CR1205  DESIGNATION -  JUDSON MUNICIPAL TANK
 CR1205  PID         -  CR1205
 CR1205  STATE/COUNTY-  TX/GREGG
 CR1205  USGS QUAD   -  WHITE OAK (1978)
 CR1205
 CR1205                         *CURRENT SURVEY CONTROL
 CR1205  ___________________________________________________________________
 CR1205* NAD 83(1993)-  32 35 09.62904(N)    094 45 22.22177(W)     ADJUSTED  
 CR1205* NAVD 88     -                                                        
 CR1205  ___________________________________________________________________
 CR1205  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CR1205  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CR1205
 CR1205  HORZ ORDER  -  THIRD
 CR1205
 CR1205.The horizontal coordinates were established by classical geodetic methods
 CR1205.and adjusted by the National Geodetic Survey in February 1996..
 CR1205
 CR1205
 CR1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1205
 CR1205.The geoid height was determined by GEOID03.
 CR1205
 CR1205;                    North         East     Units Scale Factor Converg.
 CR1205;SPC TXNC     - 2,108,208.097   951,389.870   MT  0.99990542   +2 02 30.7
 CR1205;SPC TXNC     - 6,916,679.40  3,121,351.60   sFT  0.99990542   +2 02 30.7
 CR1205;UTM  15      - 3,606,753.986   335,172.872   MT  0.99993502   -0 56 45.7
 CR1205
 CR1205                          SUPERSEDED SURVEY CONTROL
 CR1205
 CR1205  NAD 83(1986)-  32 35 09.63632(N)    094 45 22.20968(W) AD(       ) 4
 CR1205  NAD 27      -  32 35 09.12400(N)    094 45 21.45000(W) AD(       ) 3
 CR1205
 CR1205.Superseded values are not recommended for survey control.
 CR1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1205.See file dsdata.txt to determine how the superseded data were derived.
 CR1205
 CR1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS3517306754(NAD 83)
 CR1205_MARKER: 53 = ELEVATED TANK
 CR1205
 CR1205  HISTORY     - Date     Condition        Report By
 CR1205  HISTORY     - 1957     FIRST OBSERVED   CGS
 CR1205  HISTORY     - 19910421 MARK NOT FOUND   USPSQD
 CR1205
 CR1205                          STATION DESCRIPTION
 CR1205
 CR1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1205'THE STATION IS LOCATED NEAR THE CENTER OF JUDSON ON THE SCHOOL
 CR1205'GROUNDS.  THE TANK HAS A CONICAL SHAPED ROOF WITH A BALL AT THE APEX
 CR1205'AND IS PAINTED SILVER IN COLOR.  IT IS SUPPORTED BY A FOUR
 CR1205'LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 100 FEET.
 CR1205'
 CR1205'THE BALL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
 CR1205
 CR1205                          STATION RECOVERY (1991)
 CR1205
 CR1205'RECOVERY NOTE BY US POWER SQUADRON 1991 (ND)
 CR1205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1696 ***********************************************************************
 AB1696  DESIGNATION -  JULIAN PUMP HUMBLE OIL CO TK
 AB1696  PID         -  AB1696
 AB1696  STATE/COUNTY-  TX/KENEDY
 AB1696  USGS QUAD   -  JULIAN (1982)
 AB1696
 AB1696                         *CURRENT SURVEY CONTROL
 AB1696  ___________________________________________________________________
 AB1696* NAD 83(1993)-  26 47 43.90322(N)    097 57 19.24581(W)     ADJUSTED  
 AB1696* NAVD 88     -                                                        
 AB1696  ___________________________________________________________________
 AB1696  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AB1696  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AB1696
 AB1696  HORZ ORDER  -  THIRD
 AB1696
 AB1696.The horizontal coordinates were established by classical geodetic methods
 AB1696.and adjusted by the National Geodetic Survey in February 1996..
 AB1696
 AB1696
 AB1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1696
 AB1696.The geoid height was determined by GEOID03.
 AB1696
 AB1696;                    North         East     Units Scale Factor Converg.
 AB1696;SPC TX S     - 5,125,185.290   354,151.479   MT  0.99990119   +0 14 50.2
 AB1696;SPC TX S     -16,814,878.74  1,161,911.98   sFT  0.99990119   +0 14 50.2
 AB1696;UTM  14      - 2,964,215.256   603,835.777   MT  0.99973310   +0 28 15.5
 AB1696
 AB1696                          SUPERSEDED SURVEY CONTROL
 AB1696
 AB1696  NAD 83(1986)-  26 47 43.91318(N)    097 57 19.21424(W) AD(       ) 4
 AB1696  NAD 27      -  26 47 42.70400(N)    097 57 18.21100(W) AD(       ) 3
 AB1696
 AB1696.Superseded values are not recommended for survey control.
 AB1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1696.See file dsdata.txt to determine how the superseded data were derived.
 AB1696
 AB1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ0383664215(NAD 83)
 AB1696_MARKER: 53 = ELEVATED TANK
 AB1696
 AB1696  HISTORY     - Date     Condition        Report By
 AB1696  HISTORY     - 1961     FIRST OBSERVED   CGS
 AB1696
 AB1696                          STATION DESCRIPTION
 AB1696
 AB1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AB1696'THE STATION IS THE VENT TOP CENTER OF THE TANK WHICH IS
 AB1696'APPROXIMATELY 12 MILES WEST OF NORIAS, 12 MILES SOUTHEAST OF
 AB1696'RACHAL, AT THE SITE OF THE JULIAN PUMP STATION AND ON PROPERTY
 AB1696'OWNED BY MR. T.T. EAST OF HEBBRONVILLE, TEXAS.
 AB1696'
 AB1696'THE TANK IS A GREY, FLAT-TOPPED, METAL STRUCTURE SUPPORTED BY
 AB1696'FOUR LEGS AND IS APPROXIMATELY 80 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1422 ***********************************************************************
 AB1422  DESIGNATION -  JULIAN WINDMILL
 AB1422  PID         -  AB1422
 AB1422  STATE/COUNTY-  TX/WILLACY
 AB1422  USGS QUAD   -  PORT MANSFIELD (1975)
 AB1422
 AB1422                         *CURRENT SURVEY CONTROL
 AB1422  ___________________________________________________________________
 AB1422* NAD 83(1993)-  26 30 37.34815(N)    097 27 51.62893(W)     ADJUSTED  
 AB1422* NAVD 88     -                                                        
 AB1422  ___________________________________________________________________
 AB1422  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AB1422  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 AB1422
 AB1422  HORZ ORDER  -  THIRD
 AB1422
 AB1422.The horizontal coordinates were established by classical geodetic methods
 AB1422.and adjusted by the National Geodetic Survey in February 1996..
 AB1422
 AB1422
 AB1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1422
 AB1422.The geoid height was determined by GEOID03.
 AB1422
 AB1422;                    North         East     Units Scale Factor Converg.
 AB1422;SPC TX S     - 5,093,900.179   403,227.373   MT  0.99993121   +0 28 12.7
 AB1422;SPC TX S     -16,712,237.50  1,322,921.81   sFT  0.99993121   +0 28 12.7
 AB1422;UTM  14      - 2,933,122.096   653,026.072   MT  0.99988911   +0 41 08.1
 AB1422
 AB1422                          SUPERSEDED SURVEY CONTROL
 AB1422
 AB1422  NAD 83(1986)-  26 30 37.36174(N)    097 27 51.59263(W) AD(       ) 4
 AB1422  NAD 27      -  26 30 36.12600(N)    097 27 50.65600(W) AD(       ) 3
 AB1422
 AB1422.Superseded values are not recommended for survey control.
 AB1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1422.See file dsdata.txt to determine how the superseded data were derived.
 AB1422
 AB1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ5302633122(NAD 83)
 AB1422_MARKER: 66 = WINDMILL
 AB1422
 AB1422  HISTORY     - Date     Condition        Report By
 AB1422  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1422
 AB1422                          STATION DESCRIPTION
 AB1422
 AB1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1422'LOCATED ON SAUZ RANCH APPROXIMATELY MILES E OF RAYMONDVILLE.
 AB1422'
 AB1422'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 AB1422'186 IN RAYMONDVILLE, GO E ON STATE HIGHWAY 186 9.0 MILES
 AB1422'(186 TURNS N AT THIS POINT), CONTINUE STRAIGHT AHEAD 1.35 MILES
 AB1422'TO END OF PAVEMENT, CONTINUE E AND N ON DIRT ROAD 2.15 MILES,
 AB1422'TURN RIGHT (E) AND FOLLOW ROAD 8.7 MILES TO WINDMILL ON RIGHT.
 AB1422'
 AB1422'THE WINDMILL IS LOCATED APPROXIMATELY 400 FT. SE OF THE ROAD AND
 AB1422'HAS A FENCE SURROUNDING IT.  THE TOWER IS SKELETON STEEL AND ABOUT
 AB1422'50 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0813 ***********************************************************************
 BN0813  SACS        -  This is a Secondary Airport Control Station.
 BN0813  DESIGNATION -  JUNCPORT
 BN0813  PID         -  BN0813
 BN0813  STATE/COUNTY-  TX/KIMBLE
 BN0813  USGS QUAD   -  ELM SLOUGH (1987)
 BN0813
 BN0813                         *CURRENT SURVEY CONTROL
 BN0813  ___________________________________________________________________
 BN0813* NAD 83(1993)-  30 30 33.25359(N)    099 45 53.72243(W)     ADJUSTED  
 BN0813* NAVD 88     -       519.93   (meters)    1705.8    (feet)  GPS OBS   
 BN0813  ___________________________________________________________________
 BN0813  X           -    -932,875.136 (meters)                     COMP
 BN0813  Y           -  -5,420,554.317 (meters)                     COMP
 BN0813  Z           -   3,219,389.467 (meters)                     COMP
 BN0813  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BN0813  ELLIP HEIGHT-         497.61  (meters)          (05/04/01) GPS OBS
 BN0813  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 BN0813
 BN0813  HORZ ORDER  -  FIRST
 BN0813  ELLP ORDER  -  FOURTH    CLASS I
 BN0813
 BN0813.This mark is at Kimble Co (JCT) Airport (JCT)
 BN0813
 BN0813.The horizontal coordinates were established by GPS observations
 BN0813.and adjusted by the National Geodetic Survey in June 1996..
 BN0813
 BN0813.The orthometric height was determined by GPS observations and a
 BN0813.high-resolution geoid model.
 BN0813
 BN0813.GPS derived orthometric heights for airport stations designated as
 BN0813.PACS or SACS are published to 2 decimal places.  This maintains
 BN0813.centimeter relative accuracy between the PACS and SACS.  It does
 BN0813.not indicate centimeter accuracy relative to other marks which are
 BN0813.part of the NAVD 88 network.
 BN0813
 BN0813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0813
 BN0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0813
 BN0813.The ellipsoidal height was determined by GPS observations
 BN0813.and is referenced to NAD 83.
 BN0813
 BN0813.The geoid height was determined by GEOID03.
 BN0813
 BN0813;                    North         East     Units Scale Factor Converg.
 BN0813;SPC TX C     - 3,093,543.193   754,556.945   MT  0.99991839   +0 17 34.0
 BN0813;SPC TX C     -10,149,399.63  2,475,575.58   sFT  0.99991839   +0 17 34.0
 BN0813;UTM  14      - 3,375,463.881   426,603.468   MT  0.99966646   -0 23 18.1
 BN0813
 BN0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0813!SPC TX C     -   0.99992186  x   0.99991839  =   0.99984026
 BN0813!UTM  14      -   0.99992186  x   0.99966646  =   0.99958835
 BN0813
 BN0813:                Primary Azimuth Mark                     Grid Az
 BN0813:SPC TX C     -  JUNCPORT AZ MK                           180 02 43.0
 BN0813:UTM  14      -  JUNCPORT AZ MK                           180 43 35.1
 BN0813
 BN0813|---------------------------------------------------------------------|
 BN0813| PID    Reference Object                     Distance      Geod. Az  |
 BN0813|                                                           dddmmss.s |
 BN0813| BN0814 JUNCPORT AZ MK                      APPROX. 0.5 KM 1802017.0 |
 BN0813|---------------------------------------------------------------------|
 BN0813
 BN0813                          SUPERSEDED SURVEY CONTROL
 BN0813
 BN0813  ELLIP H (06/20/96)  497.75   (m)                       GP(       ) 4 1
 BN0813  NAD 83(1993)-  30 30 33.25463(N)    099 45 53.72634(W) AD(       ) 3
 BN0813  ELLIP H (02/16/96)  497.73   (m)                       GP(       ) 5 1
 BN0813  NAD 83(1986)-  30 30 33.26075(N)    099 45 53.70810(W) AD(       ) 3
 BN0813  NGVD 29 (10/23/89)  519.5    (m)         1704.     (f) GPS OBS        
 BN0813
 BN0813.Superseded values are not recommended for survey control.
 BN0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0813.See file dsdata.txt to determine how the superseded data were derived.
 BN0813
 BN0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2660375464(NAD 83)
 BN0813_MARKER: DH = HORIZONTAL CONTROL DISK
 BN0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0813_SP_SET: CATCH BASIN
 BN0813_STAMPING: JUNCPORT 1989
 BN0813_MARK LOGO: NGS   
 BN0813_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0813+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1995
 BN0813
 BN0813  HISTORY     - Date     Condition        Report By
 BN0813  HISTORY     - 1989     MONUMENTED       NGS
 BN0813  HISTORY     - 19950428 GOOD             NGS
 BN0813  HISTORY     - 19950805 GOOD             USPSQD
 BN0813
 BN0813                          STATION DESCRIPTION
 BN0813
 BN0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 BN0813'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF JUNCTION, 1 KM
 BN0813'(0.60 MI) EAST OF INTERSTATE HIGHWAY 10 EXIT 456, AT THE KIMBLE COUNTY
 BN0813'AIRPORT.  OWNERSHIP--KIMBLE COUNTY, KIMBLE COUNTY COURTHOUSE, JUNTION,
 BN0813'TEXAS 76849.  THE AIRPORT MANAGER IS JOHN H. BRILL, TELEPHONE
 BN0813'915-446-2820.
 BN0813'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BN0813'U.S. HIGHWAYS 83, 290, AND 377 NEAR THE NORTH EDGE OF JUNCTION, GO
 BN0813'NORTH ON U.S. HIGHWAYS 83 AND 377 FOR 0.87 KM (0.55 MI) TO A PAVED
 BN0813'ROAD RIGHT.  TURN RIGHT, SOUTHEAST, AND GO 0.41 KM (0.25 MI) TO A
 BN0813'FORK.  KEEP RIGHT, SOUTHEAST, FOR 0.33 KM (0.20 MI) TO THE ROAD END AT
 BN0813'HANGARS AND THE OFFICE.  CONTINUE ON TARMAC AND RAMP FOR 0.06 KM
 BN0813'(0.05 MI) TO THE STATION ON THE LEFT.
 BN0813'THE STATION IS IN THE NORTHWEST CORNER OF A 1 X 2 METER CATCH BASIN.
 BN0813'IT IS 46.2 M (151.6 FT) WEST OF THE RUNWAY CENTERLINE, AND 22.5 M
 BN0813'(73.8 FT) NORTH OF THE RAMP CENTERLINE.
 BN0813'DESCRIBED BY R.D.B.
 BN0813
 BN0813                          STATION RECOVERY (1995)
 BN0813
 BN0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BN0813'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF JUNCTION, 1 KM
 BN0813'(0.60 MI) NORTH OF INTERSTATE HIGHWAY 10, EXIT 456, ON THE KIMBLE
 BN0813'COUNTY AIRPORT, ON THE NORTHWEST CORNER OF A CATCH BASIN NORTH OF THE
 BN0813'TAXI EAST OF THE OFFICE.  OWNERSHIP--KIMBLE COUNTY, KIMBLE COUNTY
 BN0813'COURTHOUSE, JUNCTION TX 76849.  SAM THIELE, MANAGER.  PHONE 915 446
 BN0813'2820.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10
 BN0813'AND U.S.  HIGHWAYS 83,AND 377 NEAR THE NORTH EDGE OF JUNCTION.  GO
 BN0813'NORTH ON U.S.  HIGHWAY 83 AND 377 FOR 0.87 KM (0.55 MI) TO A PAVED
 BN0813'ROAD ON THE RIGHT, TURN RIGHT, SOUTHEAST, GO 0.41 KM (0.25 MI) TO A
 BN0813'ROAD FORK, BEAR RIGHT 0.33 KM (0.20 MI) KEEPING LEFT AT THE NEXT FORK
 BN0813'LEADING EAST BETWEEN THE FIRST HANGAR AND THE OFFICE ON THE RIGHT,
 BN0813'CONTINUE AHEAD 0.06 KM (0.05 MI) ACROSS THE APRON AND THE TAXI TO THE
 BN0813'STATION ON THE LEFT.  THE STATION IS IN TOP OF AND NEAR THE NORTHWEST
 BN0813'CORNER OF A 1 X2 METER CATCH BASIN, 46.2 M (151.6 FT) WEST OF THE
 BN0813'RUNWAY CENTERLINE, AND 22.5 M (73.8 FT) NORTH OF THE TAXI CENTER, AND
 BN0813'0.5 M (1.6 FT) BELOW THE LEVEL OF THE RUNWAY.  BY DEB
 BN0813
 BN0813                          STATION RECOVERY (1995)
 BN0813
 BN0813'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0814 ***********************************************************************
 BN0814  SACS        -  This is a Secondary Airport Control Station.
 BN0814  DESIGNATION -  JUNCPORT AZ MK
 BN0814  PID         -  BN0814
 BN0814  STATE/COUNTY-  TX/KIMBLE
 BN0814  USGS QUAD   -  ELM SLOUGH (1987)
 BN0814
 BN0814                         *CURRENT SURVEY CONTROL
 BN0814  ___________________________________________________________________
 BN0814* NAD 83(1993)-  30 30 16.81505(N)    099 45 53.83444(W)     ADJUSTED  
 BN0814* NAVD 88     -       518.08   (meters)    1699.7    (feet)  GPS OBS   
 BN0814  ___________________________________________________________________
 BN0814  X           -    -932,921.398 (meters)                     COMP
 BN0814  Y           -  -5,420,805.516 (meters)                     COMP
 BN0814  Z           -   3,218,952.351 (meters)                     COMP
 BN0814  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BN0814  ELLIP HEIGHT-         495.76  (meters)          (05/04/01) GPS OBS
 BN0814  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 BN0814
 BN0814  HORZ ORDER  -  FIRST
 BN0814  ELLP ORDER  -  FOURTH    CLASS I
 BN0814
 BN0814.This mark is at Kimble Co (JCT) Airport (JCT)
 BN0814
 BN0814.The horizontal coordinates were established by GPS observations
 BN0814.and adjusted by the National Geodetic Survey in June 1996..
 BN0814
 BN0814.The orthometric height was determined by GPS observations and a
 BN0814.high-resolution geoid model.
 BN0814
 BN0814.GPS derived orthometric heights for airport stations designated as
 BN0814.PACS or SACS are published to 2 decimal places.  This maintains
 BN0814.centimeter relative accuracy between the PACS and SACS.  It does
 BN0814.not indicate centimeter accuracy relative to other marks which are
 BN0814.part of the NAVD 88 network.
 BN0814
 BN0814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BN0814
 BN0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0814
 BN0814.The ellipsoidal height was determined by GPS observations
 BN0814.and is referenced to NAD 83.
 BN0814
 BN0814.The geoid height was determined by GEOID03.
 BN0814
 BN0814;                    North         East     Units Scale Factor Converg.
 BN0814;SPC TX C     - 3,093,037.005   754,556.545   MT  0.99991907   +0 17 33.9
 BN0814;SPC TX C     -10,147,738.91  2,475,574.26   sFT  0.99991907   +0 17 33.9
 BN0814;UTM  14      - 3,374,957.861   426,597.052   MT  0.99966647   -0 23 17.9
 BN0814
 BN0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0814!SPC TX C     -   0.99992215  x   0.99991907  =   0.99984123
 BN0814!UTM  14      -   0.99992215  x   0.99966647  =   0.99958865
 BN0814
 BN0814:                Primary Azimuth Mark                     Grid Az
 BN0814:SPC TX C     -  JUNCPORT                                 000 02 43.0
 BN0814:UTM  14      -  JUNCPORT                                 000 43 34.8
 BN0814
 BN0814|---------------------------------------------------------------------|
 BN0814| PID    Reference Object                     Distance      Geod. Az  |
 BN0814|                                                           dddmmss.s |
 BN0814| BN0813 JUNCPORT                            APPROX. 0.5 KM 0002016.9 |
 BN0814|---------------------------------------------------------------------|
 BN0814
 BN0814                          SUPERSEDED SURVEY CONTROL
 BN0814
 BN0814  ELLIP H (06/20/96)  495.90   (m)                       GP(       ) 4 1
 BN0814  NAD 83(1993)-  30 30 16.81581(N)    099 45 53.83789(W) AD(       ) 3
 BN0814  ELLIP H (02/16/96)  495.89   (m)                       GP(       ) 5 1
 BN0814  ELLIP H (12/21/93)  495.25   (m)                       GP(       ) 4 1
 BN0814  NAD 83(1986)-  30 30 16.82193(N)    099 45 53.81965(W) AD(       ) 3
 BN0814  NGVD 29 (10/23/89)  517.6    (m)         1698.     (f) GPS OBS        
 BN0814
 BN0814.Superseded values are not recommended for survey control.
 BN0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0814.See file dsdata.txt to determine how the superseded data were derived.
 BN0814
 BN0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU2659774958(NAD 83)
 BN0814_MARKER: DZ = AZIMUTH MARK DISK
 BN0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0814_SP_SET: CATCH BASIN
 BN0814_STAMPING: JUNCPORT AZ MK 1989
 BN0814_MARK LOGO: NGS   
 BN0814_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0814+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1995
 BN0814
 BN0814  HISTORY     - Date     Condition        Report By
 BN0814  HISTORY     - 1989     MONUMENTED       NGS
 BN0814  HISTORY     - 19950428 GOOD             NGS
 BN0814  HISTORY     - 19950805 GOOD             USPSQD
 BN0814
 BN0814                          STATION DESCRIPTION
 BN0814
 BN0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 BN0814'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF JUNCTION, 1 KM
 BN0814'(0.60 MI) EAST OF INTERSTATE HIGHWAY 10 EXIT 456, AT THE KIMBLE COUNTY
 BN0814'AIRPORT.  OWNERSHIP--KIMBLE COUNTY, KIMBLE COUNTY COURTHOUSE, JUNTION,
 BN0814'TEXAS 76849.  THE AIRPORT MANAGER IS JOHN H. BRILL, TELEPHONE
 BN0814'915-446-2820.
 BN0814'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BN0814'U.S. HIGHWAYS 83, 290, AND 377 NEAR THE NORTH EDGE OF JUNCTION, GO
 BN0814'NORTH ON U.S. HIGHWAYS 83 AND 377 FOR 0.87 KM (0.55 MI) TO A PAVED
 BN0814'ROAD RIGHT.  TURN RIGHT, SOUTHEAST, FOR 0.41 KM (0.25 MI) TO A FORK.
 BN0814'KEEP RIGHT, SOUTHEAST, FOR 0.33 KM (0.20 MI) TO THE ROAD END AT
 BN0814'HANGARS AND THE OFFICE.  CONTINUE ON TARMAC AND RAMP FOR 0.06 KM
 BN0814'(0.05 MI) TO THE STATION MARK ON THE LEFT.  TURN RIGHT AND GO SOUTH ON
 BN0814'THE GRASS FOR 0.50 KM (0.30 MI) TO THE AZIMUTH MARK.
 BN0814'THE MARK IS IN THE SOUTHWEST CORNER OF A 1 X 2 METER CATCH BASIN. IT
 BN0814'IS 46.4 M (152.2 FT) WEST OF THE RUNWAY CENTERLINE, AND 45.6 M
 BN0814'(149.6 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE RUNWAY.
 BN0814'DESCRIBED BY R.D.B.
 BN0814
 BN0814                          STATION RECOVERY (1995)
 BN0814
 BN0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BN0814'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF JUNCTION, 1 KM
 BN0814'(0.60 MI) NORTH OF INTERSTATE HIGHWAY 10, EXIT 456, ON THE KIMBLE
 BN0814'COUNTY AIRPORT, ON THE SOUTHWEST CORNER OF A CATCH BASIN WEST OF THE
 BN0814'END OF RUNWAY 36.  OWNERSHIP--KIMBLE COUNTY, KIMBLE COUNTY COURTHOUSE,
 BN0814'JUNCTION TX 76849.  SAM THIELE, MANAGER.  PHONE 915 446 2820.  TO
 BN0814'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND U.S.
 BN0814'HIGHWAYS 83,AND 377 NEAR THE NORTH EDGE OF JUNCTION.  GO NORTH ON U.S.
 BN0814'HIGHWAY 83 AND 377 FOR 0.87 KM (0.55 MI) TO A PAVED ROAD ON THE RIGHT,
 BN0814'TURN RIGHT, SOUTHEAST, GO 0.41 KM (0.25 MI) TO A ROAD FORK, BEAR RIGHT
 BN0814'0.33 KM (0.20 MI) KEEPING LEFT AT THE NEXT FORK LEADING EAST BETWEEN
 BN0814'THE FIRST HANGAR AND THE OFFICE ON THE RIGHT, CONTINUE AHEAD 0.06 KM
 BN0814'(0.05 MI) ACROSS THE APRON AND THE TAXI, THEN TURN RIGHT, SOUTH, GO
 BN0814'0.5 KM (0.30 MI) ALONG THE RUNWAY TO THE STATION ON THE RIGHT.  THE
 BN0814'STATION IS IN TOP OF AND NEAR THE SOUTHWEST CORNER OF A 1 X2 METER
 BN0814'CATCH BASIN, 46.4 M (152.2 FT) WEST OF THE RUNWAY CENTERLINE, AND 45.6
 BN0814'M (149.6 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE RUNWAY,AND 0.6 M
 BN0814'(2.0 FT) BELOW THE LEVEL OF THE RUNWAY.  BY DEB
 BN0814
 BN0814                          STATION RECOVERY (1995)
 BN0814
 BN0814'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1003 ***********************************************************************
 GK1003  DESIGNATION -  JUNCTION
 GK1003  PID         -  GK1003
 GK1003  STATE/COUNTY-  TX/LIPSCOMB
 GK1003  USGS QUAD   -  DARROUZETT (1972)
 GK1003
 GK1003                         *CURRENT SURVEY CONTROL
 GK1003  ___________________________________________________________________
 GK1003* NAD 83(1993)-  36 26 02.37824(N)    100 16 07.65673(W)     ADJUSTED  
 GK1003* NAVD 88     -       815.     (meters)    2674.     (feet)  SCALED    
 GK1003  ___________________________________________________________________
 GK1003  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 GK1003  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 GK1003
 GK1003  HORZ ORDER  -  SECOND
 GK1003
 GK1003.The horizontal coordinates were established by classical geodetic methods
 GK1003.and adjusted by the National Geodetic Survey in February 1996..
 GK1003
 GK1003.The orthometric height was scaled from a topographic map.
 GK1003
 GK1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1003
 GK1003.The geoid height was determined by GEOID03.
 GK1003
 GK1003;                    North         East     Units Scale Factor Converg.
 GK1003;SPC TX N     - 1,270,723.719   310,403.356   MT  1.00006811   +0 42 48.7
 GK1003;SPC TX N     - 4,169,032.73  1,018,381.68   sFT  1.00006811   +0 42 48.7
 GK1003;SPC OK N     -   161,484.159   396,591.330   MT  0.99995619   -1 20 20.1
 GK1003;SPC OK N     -   529,802.61  1,301,150.06   sFT  0.99995619   -1 20 20.1
 GK1003;UTM  14      - 4,032,834.387   386,273.730   MT  0.99975935   -0 45 13.0
 GK1003
 GK1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1003!SPC TX N     -   0.99987643  x   1.00006811  =   0.99994454
 GK1003!SPC OK N     -   0.99987643  x   0.99995619  =   0.99983263
 GK1003!UTM  14      -   0.99987643  x   0.99975935  =   0.99963581
 GK1003
 GK1003|---------------------------------------------------------------------|
 GK1003| PID    Reference Object                     Distance      Geod. Az  |
 GK1003|                                                           dddmmss.s |
 GK1003| GK1004 JUNCTION 2                           19.377 METERS 00043     |
 GK1003| CL3241 JUNCTION RM 1                        22.980 METERS 08215     |
 GK1003| CL3240 JUNCTION AZ MK                                     0900948.5 |
 GK1003| GK0976 FOLLETT FARMERS GRAIN ELEVATOR      APPROX.11.3 KM 0920341.8 |
 GK1003| GK0978 FOLLETT BLACK MUNICIPAL TANK        APPROX.11.6 KM 0930302.4 |
 GK1003| CL3243 JUNCTION 2 AZ MK                                   2655051.9 |
 GK1003| CL3242 JUNCTION RM 2                        26.556 METERS 27754     |
 GK1003| GK1005 DARROUZETT COOP ASSOC ELEV          APPROX. 5.4 KM 2803434.6 |
 GK1003|---------------------------------------------------------------------|
 GK1003
 GK1003                          SUPERSEDED SURVEY CONTROL
 GK1003
 GK1003  NAD 83(1993)-  36 26 02.37822(N)    100 16 07.65671(W) AD(       ) 2
 GK1003  NAD 83(1986)-  36 26 02.38478(N)    100 16 07.64525(W) AD(       ) 2
 GK1003  NAD 27      -  36 26 02.26700(N)    100 16 06.15500(W) AD(       ) 2
 GK1003
 GK1003.Superseded values are not recommended for survey control.
 GK1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1003.See file dsdata.txt to determine how the superseded data were derived.
 GK1003
 GK1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF8627432834(NAD 83)
 GK1003_MARKER: DS = TRIANGULATION STATION DISK
 GK1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1003
 GK1003  HISTORY     - Date     Condition        Report By
 GK1003  HISTORY     - 1951     MONUMENTED       CGS
 GK1003  HISTORY     - 1969     SEE DESCRIPTION  CGS
 GK1003
 GK1003                          STATION DESCRIPTION
 GK1003
 GK1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GK1003'STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY
 GK1003'117, AIRLINE, ABOUT 7 MILES WEST OF FOLLETT, 3 MILES EAST OF
 GK1003'DARROUZETT, AND 0.35 MILE EAST OF THE JUNCTION OF STATE
 GK1003'HIGHWAY 117 AND 305.
 GK1003'
 GK1003'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DARROUZETT,
 GK1003'GO NORTH ON MAIN STREET FOR 0.15 MILE.  TURN RIGHT, EAST,
 GK1003'ON STATE HIGHWAY 117 AND GO 3.4 MILES TO THE STATION ON THE
 GK1003'LEFT, NORTH, SIDE OF THE ROAD.  TO REACH THE AZIMUTH MARK,
 GK1003'CONTINUE EAST ON THE HIGHWAY FOR 0.5 MILE TO THE AZIMUTH
 GK1003'MARK ON THE LEFT, NORTH, SIDE OF THE ROAD.
 GK1003'
 GK1003'STATION MARK, STAMPED JUNCTION 1951, IS A STANDARD DISK SET
 GK1003'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 GK1003'3 INCHES.  IT IS 36.5 FEET NORTH OF THE CENTERLINE OF THE
 GK1003'HIGHWAY, 13.5 FEET SOUTH OF THE FENCE LINE AND 25.3 FEET
 GK1003'SOUTHEAST OF A WITNESS POST.
 GK1003'
 GK1003'REFERENCE MARK NUMBER 1, STAMPED JUNCTION NO 1 1951, IS A
 GK1003'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 GK1003'THAT PROJECTS 6 INCHES AND IS AT THE SAME ELEVATION AS THE
 GK1003'STATION.  IT IS 47.0 FEET NORTH OF THE CENTERLINE OF THE
 GK1003'HIGHWAY, 3 FEET SOUTH OF THE FENCE LINE AND 3.6 FEET SOUTHEAST
 GK1003'OF A CONCRETE ROAD RIGHT-OF-WAY POST.
 GK1003'
 GK1003'REFERENCE MARK NUMBER 2, STAMPED JUNCTION NO 2 1951, IS
 GK1003'A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 GK1003'POST THAT PROJECTS 4 INCHES AND IS AT THE SAME ELEVATION AS
 GK1003'THE STATION.  IT IS 48.5 FEET NORTH OF THE CENTERLINE OF THE
 GK1003'HIGHWAY, 2 FEET SOUTH OF THE FENCE LINE AND 1.5 FEET SOUTH
 GK1003'OF A TELEPHONE POLE WITH A TRIANGLE BLAZE.
 GK1003'
 GK1003'AZIMUTH MARK, STAMPED JUNCTION 1951, IS A STANDARD DISK
 GK1003'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 GK1003'2 INCHES.  IT IS ON THE FIRST RIDGE EAST OF THE STATION,
 GK1003'41.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.5 FEET
 GK1003'SOUTH OF THE FENCE LINE AND 90 FEET EAST OF A FENCE CORNER.
 GK1003'
 GK1003'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 GK1003
 GK1003                          STATION RECOVERY (1969)
 GK1003
 GK1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK1003'STATION SURFACE MARK, REFERENCE MARKS NO. 1 AND 2 WERE FOUND
 GK1003'DESTROYED BY GRADER OPERATIONS.  STATION UNDERGROUND MARK
 GK1003'AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A COMPLETE
 GK1003'NEW STATION WAS ESTABLISHED AT THE REQUEST OF THE STATE
 GK1003'HIGHWAY DEPARTMENT AND THE OLD MARKS WERE DESTROYED.
 GK1003'
 GK1003'FOR DETAILED DESCRIPTION, SEE JUNCTION 2 DESCRIPTION.
 GK1003'
 GK1003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 GK1003'E OF DARROUZETT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8394 ***********************************************************************
 AH8394  DESIGNATION -  JUNCTION
 AH8394  PID         -  AH8394
 AH8394  STATE/COUNTY-  TX/ARANSAS
 AH8394  USGS QUAD   -  PORT ARANSAS (1975)
 AH8394
 AH8394                         *CURRENT SURVEY CONTROL
 AH8394  ___________________________________________________________________
 AH8394* NAD 83(1993)-  27 50 46.28163(N)    097 03 17.45058(W)     ADJUSTED  
 AH8394* NAVD 88     -         4.1    (meters)      13.     (feet)  VERTCON   
 AH8394  ___________________________________________________________________
 AH8394  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH8394  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AH8394
 AH8394  HORZ ORDER  -  THIRD
 AH8394
 AH8394.The horizontal coordinates were established by classical geodetic methods
 AH8394.and adjusted by the National Geodetic Survey in August 1998..
 AH8394
 AH8394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8394
 AH8394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8394
 AH8394.The geoid height was determined by GEOID03.
 AH8394
 AH8394;                    North         East     Units Scale Factor Converg.
 AH8394;SPC TXSC     - 4,003,018.589   791,628.822   MT  1.00019745   +0 57 10.6
 AH8394;SPC TXSC     -13,133,236.82  2,597,202.23   sFT  1.00019745   +0 57 10.6
 AH8394;UTM  14      - 3,081,683.270   691,544.074   MT  1.00005287   +0 54 31.9
 AH8394
 AH8394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8394!SPC TXSC     -   1.00000350  x   1.00019745  =   1.00020095
 AH8394!UTM  14      -   1.00000350  x   1.00005287  =   1.00005637
 AH8394
 AH8394                          SUPERSEDED SURVEY CONTROL
 AH8394
 AH8394  NGVD 29 (08/21/98)    4.2    (m)           14.     (f) VERT ANG       
 AH8394
 AH8394.Superseded values are not recommended for survey control.
 AH8394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8394.See file dsdata.txt to determine how the superseded data were derived.
 AH8394
 AH8394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR9154481683(NAD 83)
 AH8394_MARKER: DD = SURVEY DISK
 AH8394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH8394_STAMPING: JUNCTION 1989
 AH8394_MARK LOGO: NOS   
 AH8394_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8394+STABILITY: SURFACE MOTION
 AH8394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8394+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH8394
 AH8394  HISTORY     - Date     Condition        Report By
 AH8394  HISTORY     - 1989     MONUMENTED       NOS
 AH8394
 AH8394                          STATION DESCRIPTION
 AH8394
 AH8394'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH8394'THE STATION IS LOCATED ON THE TOP OF A SAND DUNE NEAR THE SW POINT OF
 AH8394'SAN JOSE ISLAND, EAST OF LYDIA ANN CHANNEL, AND NE OF ARANSAS PASS. TO
 AH8394'REACH THE STATION FROM PORT ARANSAS, GO BY BOAT NORTH ACROSS THE
 AH8394'CHANNEL TO SAN JOSE ISLAND AND THE AREA OF THE CORPUS CHRISTI CHAN CUT
 AH8394'A FRONT RANGE A LIGHT.  LAND AND WALK BEHIND THE LIGHT TO THE TOP OF
 AH8394'THE DUNE BEHIND THE LIGHT TO THE AREA OF THE STATION. THE STATION IS
 AH8394'STAMPED---JUNCTION 1989---, AND IS A NOS ALUMINUM DISK ATTACHED TO THE
 AH8394'TOP OF A 42 INCH ALUMINUM ROD WHICH IS SURROUNDED BY CONCRETE.  THE
 AH8394'DISK PROJECTS APPROXIMATELY 25 CENTIMETERS ABOVE THE EXISTING GROUND.
 AH8394'THE STATION IS LOCATED APPROXIMATELY 9.5 METERS NORTH FROM THE MHWL.
 AH8394'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1004 ***********************************************************************
 GK1004  DESIGNATION -  JUNCTION 2
 GK1004  PID         -  GK1004
 GK1004  STATE/COUNTY-  TX/LIPSCOMB
 GK1004  USGS QUAD   -  DARROUZETT (1972)
 GK1004
 GK1004                         *CURRENT SURVEY CONTROL
 GK1004  ___________________________________________________________________
 GK1004* NAD 83(1993)-  36 26 03.00683(N)    100 16 07.64698(W)     ADJUSTED  
 GK1004* NAVD 88     -       815.     (meters)    2674.     (feet)  SCALED    
 GK1004  ___________________________________________________________________
 GK1004  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 GK1004  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 GK1004
 GK1004  HORZ ORDER  -  THIRD
 GK1004
 GK1004.The horizontal coordinates were established by classical geodetic methods
 GK1004.and adjusted by the National Geodetic Survey in February 1996..
 GK1004.No horizontal observational check was made to the station.
 GK1004
 GK1004.The orthometric height was scaled from a topographic map.
 GK1004
 GK1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1004
 GK1004.The geoid height was determined by GEOID03.
 GK1004
 GK1004;                    North         East     Units Scale Factor Converg.
 GK1004;SPC TX N     - 1,270,743.098   310,403.358   MT  1.00006816   +0 42 48.7
 GK1004;SPC TX N     - 4,169,096.31  1,018,381.68   sFT  1.00006816   +0 42 48.7
 GK1004;SPC OK N     -   161,503.523   396,592.026   MT  0.99995621   -1 20 20.1
 GK1004;SPC OK N     -   529,866.14  1,301,152.34   sFT  0.99995621   -1 20 20.1
 GK1004;UTM  14      - 4,032,853.753   386,274.228   MT  0.99975935   -0 45 13.0
 GK1004
 GK1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1004!SPC TX N     -   0.99987643  x   1.00006816  =   0.99994459
 GK1004!SPC OK N     -   0.99987643  x   0.99995621  =   0.99983265
 GK1004!UTM  14      -   0.99987643  x   0.99975935  =   0.99963581
 GK1004
 GK1004|---------------------------------------------------------------------|
 GK1004| PID    Reference Object                     Distance      Geod. Az  |
 GK1004|                                                           dddmmss.s |
 GK1004| CL3244 JUNCTION 2 RM 3                      22.285 METERS 09113     |
 GK1004| CL3240 JUNCTION AZ MK                                     0913320.3 |
 GK1004| GK0978 FOLLETT BLACK MUNICIPAL TANK        APPROX.11.6 KM 0930846.0 |
 GK1004| GK1003 JUNCTION                             19.377 METERS 18043     |
 GK1004| CL3243 JUNCTION 2 AZ MK                                   2631340.4 |
 GK1004| CL3245 JUNCTION 2 RM 4                      26.095 METERS 26921     |
 GK1004|---------------------------------------------------------------------|
 GK1004
 GK1004                          SUPERSEDED SURVEY CONTROL
 GK1004
 GK1004  NAD 83(1993)-  36 26 03.00681(N)    100 16 07.64696(W) AD(       ) 3
 GK1004  NAD 83(1986)-  36 26 03.01336(N)    100 16 07.63550(W) AD(       ) 3
 GK1004  NAD 27      -  36 26 02.89566(N)    100 16 06.14524(W) AD(       ) 3
 GK1004
 GK1004.Superseded values are not recommended for survey control.
 GK1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1004.See file dsdata.txt to determine how the superseded data were derived.
 GK1004
 GK1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF8627432854(NAD 83)
 GK1004_MARKER: DS = TRIANGULATION STATION DISK
 GK1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1004_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1004
 GK1004  HISTORY     - Date     Condition        Report By
 GK1004  HISTORY     - 1969     MONUMENTED       CGS
 GK1004  HISTORY     - 1977     GOOD             TXHD
 GK1004  HISTORY     - 1986     GOOD             AMOCO
 GK1004
 GK1004                          STATION DESCRIPTION
 GK1004
 GK1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GK1004'STATION IS LOCATED ALONG THE NORTH RIGHT-OF WAY OF STATE HIGHWAY
 GK1004'15 ABOUT 7 MILES WEST OF FOLLETT AND ABOUT 3 MILES EAST OF
 GK1004'DARROUZETT.  STATION, A STANDARD DISK, SET IN THE TOP OF
 GK1004'A ROUND CONCRETE POST AND STAMPED JUNCTION 2 1969, IS 100
 GK1004'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 15, 87 FEET
 GK1004'EAST OF A TELEPHONE POLE, 74 FEET WEST OF ANOTHER TELEPHONE
 GK1004'POLE AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MARK IS
 GK1004'FLUSH WITH THE GROUND.
 GK1004'
 GK1004'TO REACH FROM THE POST OFFICE IN DARROUZETT, GO NORTH ON MAIN
 GK1004'STREET FOR 0.05 MILE TO JUNCTION OF STATE HIGHWAY 15.  TURN
 GK1004'RIGHT AND GO EAST ON STATE HIGHWAY 15 FOR 3.4 MILES TO THE
 GK1004'JUNCTION OF STATE HIGHWAY 305 AND A ROAD SIDE PARK ON RIGHT.
 GK1004'CONTINUE 0.05 MILE TO AZIMUTH MARK ON RIGHT (SOUTH) SIDE
 GK1004'OF HIGHWAY.  CONTINUE EAST ON STATE HIGHWAY 15 FOR 0.3 MILE
 GK1004'TO STATION ON LEFT (NORTH) SIDE OF HIGHWAY.
 GK1004'
 GK1004'REFERENCE MARK NO. 3, A STANDARD DISK, SET IN THE TOP OF A
 GK1004'ROUND CONCRETE POST AND STAMPED JUNCTION 2 NO 3 1969, IS
 GK1004'99 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 15, 1 FOOT
 GK1004'WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 GK1004'LINE.  THE MARK IS FLUSH WITH THE GROUND.
 GK1004'
 GK1004'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A ROUND
 GK1004'CONCRETE POST AND STAMPED JUNCTION 2 NO 4 1969, IS 99 FEET
 GK1004'NORTH OF THE CENTERLINE OF STATE HIGHWAY 15, 1 FOOT EAST OF A
 GK1004'TELEPHONE POLE AND 1 FOOT SOUTH OF THE RIGHT-OF WAY LINE.
 GK1004'THE MARK IS FLUSH WITH THE GROUND.
 GK1004'
 GK1004'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 GK1004'POST AND STAMPED JUNCTION 2 1969, IS 150 FEET SOUTHEAST OF
 GK1004'A ROAD SIDE PARK, 17-1/2 FEET EAST OF THE EAST GATE POST,
 GK1004'51 FEET WEST OF A POWERLINE POLE, 1 FOOT NORTH OF FENCE
 GK1004'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MARK IS SET
 GK1004'FLUSH.
 GK1004
 GK1004                          STATION RECOVERY (1977)
 GK1004
 GK1004'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1977 (CLJ)
 GK1004'JUNCTION 2 1969 RECOVERED IN GOOD CONDITION.
 GK1004'
 GK1004'JUNCTION 2 AZ. MK. 1969 RECOVERED IN GOOD CONDITION.
 GK1004'
 GK1004'1969 DESCRIPTION IS ADEQUATE FOR LOCATING STATION AND AZIMUTH MARK.
 GK1004'
 GK1004'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF DARROUZETT.
 GK1004
 GK1004                          STATION RECOVERY (1986)
 GK1004
 GK1004'RECOVERY NOTE BY AMOCO OIL COMPANY 1986 (LCC)
 GK1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0294 ***********************************************************************
 CD0294  DESIGNATION -  JUNCTION AZ MK USGS
 CD0294  PID         -  CD0294
 CD0294  STATE/COUNTY-  TX/CULBERSON
 CD0294  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0294
 CD0294                         *CURRENT SURVEY CONTROL
 CD0294  ___________________________________________________________________
 CD0294* NAD 83(1986)-  31 46 48.     (N)    104 51 15.     (W)     SCALED    
 CD0294* NAVD 88     -      1239.246  (meters)    4065.76   (feet)  ADJUSTED  
 CD0294  ___________________________________________________________________
 CD0294  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CD0294  DYNAMIC HT  -        1237.366 (meters)    4059.59  (feet)  COMP
 CD0294  MODELED GRAV-     979,080.2   (mgal)                       NAVD 88
 CD0294
 CD0294  VERT ORDER  -  FIRST     CLASS I
 CD0294
 CD0294.The horizontal coordinates were scaled from a topographic map and have
 CD0294.an estimated accuracy of +/- 6 seconds.
 CD0294
 CD0294.The orthometric height was determined by differential leveling
 CD0294.and adjusted by the National Geodetic Survey in June 1991..
 CD0294
 CD0294.The geoid height was determined by GEOID03.
 CD0294
 CD0294.The dynamic height is computed by dividing the NAVD 88
 CD0294.geopotential number by the normal gravity value computed on the
 CD0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0294.degrees latitude (g = 980.6199 gals.).
 CD0294
 CD0294.The modeled gravity was interpolated from observed gravity values.
 CD0294
 CD0294;                    North         East    Units  Estimated Accuracy
 CD0294;SPC TX C     - 3,242,980.      271,920.      MT  (+/- 180 meters Scaled)
 CD0294
 CD0294                          SUPERSEDED SURVEY CONTROL
 CD0294
 CD0294  NGVD 29 (??/??/92) 1238.691  (m)         4063.94   (f) ADJ UNCH    1 1
 CD0294
 CD0294.Superseded values are not recommended for survey control.
 CD0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0294.See file dsdata.txt to determine how the superseded data were derived.
 CD0294
 CD0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER138160(NAD 83)
 CD0294_MARKER: DZ = AZIMUTH MARK DISK
 CD0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0294_SP_SET: BRIDGE
 CD0294_STAMPING: JUNCTION 1943 U.S.G.S.
 CD0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0294
 CD0294  HISTORY     - Date     Condition        Report By
 CD0294  HISTORY     - 1943     MONUMENTED       USGS
 CD0294  HISTORY     - 1958     GOOD             NGS
 CD0294  HISTORY     - 1977     GOOD             NGS
 CD0294
 CD0294                          STATION DESCRIPTION
 CD0294
 CD0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0294'93.5 MI E FROM EL PASO.
 CD0294'ABOUT 89.9 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0294'JUNCTION OF LOOP 16 AT EL PASO, THENCE 3.6 MILES EAST ALONG THE OLD
 CD0294'HIGHWAY.  105 YARDS NORTH OF THE CENTER OF THE INTERSECTION OF THE OLD
 CD0294'HIGHWAY AND STATE HIGHWAY 54, 15 FEET WEST OF THE CENTER LINE OF STATE
 CD0294'HIGHWAY 54, IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL OF A
 CD0294'BRIDGE, AND ABOUT 4 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 CD0294
 CD0294                          STATION RECOVERY (1977)
 CD0294
 CD0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0294'9.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0294'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.3
 CD0294'MILES SOUTH ALONG STATE HIGHWAY 54, SET IN TOP OF THE SOUTH
 CD0294'CONCRETE WING WALL OF THE SOUTHEAST ABUTMENT OF A BRIDGE,
 CD0294'15 FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CD0294'43 FT. SOUTH AND ACROSS THE HIGHWAY FROM BENCH MARK G 182 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0802 ***********************************************************************
 CB0802  DESIGNATION -  JUNCTION ET
 CB0802  PID         -  CB0802
 CB0802  STATE/COUNTY-  TX/RUNNELS
 CB0802  USGS QUAD   -  WILMETH (1987)
 CB0802
 CB0802                         *CURRENT SURVEY CONTROL
 CB0802  ___________________________________________________________________
 CB0802* NAD 83(1993)-  31 57 34.18263(N)    100 06 27.29207(W)     ADJUSTED  
 CB0802* NAVD 88     -       595.2    (meters)    1953.     (feet)  VERTCON   
 CB0802  ___________________________________________________________________
 CB0802  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 CB0802  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CB0802
 CB0802  HORZ ORDER  -  THIRD
 CB0802  VERT ORDER  -  THIRD ? (See Below)
 CB0802
 CB0802.The horizontal coordinates were established by classical geodetic methods
 CB0802.and adjusted by the National Geodetic Survey in February 1996..
 CB0802
 CB0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0802.The vertical order pertains to the NGVD 29 superseded value.
 CB0802
 CB0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0802
 CB0802.The geoid height was determined by GEOID03.
 CB0802
 CB0802;                    North         East     Units Scale Factor Converg.
 CB0802;SPC TX C     - 3,254,207.283   721,341.848   MT  1.00002135   +0 06 58.6
 CB0802;SPC TX C     -10,676,511.73  2,366,602.38   sFT  1.00002135   +0 06 58.6
 CB0802;SPC TXNC     - 2,033,636.089   448,025.792   MT  1.00005268   -0 52 36.4
 CB0802;SPC TXNC     - 6,672,021.07  1,469,897.95   sFT  1.00005268   -0 52 36.4
 CB0802;UTM  14      - 3,536,481.577   395,334.189   MT  0.99973510   -0 35 10.7
 CB0802
 CB0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0802!SPC TX C     -   0.99991053  x   1.00002135  =   0.99993188
 CB0802!SPC TXNC     -   0.99991053  x   1.00005268  =   0.99996321
 CB0802!UTM  14      -   0.99991053  x   0.99973510  =   0.99964566
 CB0802
 CB0802:                Primary Azimuth Mark                     Grid Az
 CB0802:SPC TX C     -  HAUNT ET                                 179 41 36.5
 CB0802:SPC TXNC     -  HAUNT ET                                 180 41 11.5
 CB0802:UTM  14      -  HAUNT ET                                 180 23 45.8
 CB0802
 CB0802|---------------------------------------------------------------------|
 CB0802| PID    Reference Object                     Distance      Geod. Az  |
 CB0802|                                                           dddmmss.s |
 CB0802| CB0801 HAUNT ET                            APPROX. 1.5 KM 1794835.1 |
 CB0802|---------------------------------------------------------------------|
 CB0802
 CB0802                          SUPERSEDED SURVEY CONTROL
 CB0802
 CB0802  NAD 83(1986)-  31 57 34.18914(N)    100 06 27.27857(W) AD(       ) 3
 CB0802  NAD 27      -  31 57 33.67019(N)    100 06 25.94170(W) AD(       ) 3
 CB0802  NGVD 29 (07/19/86)  595.1    (m)         1952.     (f) LEVELING    3  
 CB0802
 CB0802.Superseded values are not recommended for survey control.
 CB0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0802.See file dsdata.txt to determine how the superseded data were derived.
 CB0802
 CB0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA9533436482(NAD 83)
 CB0802_MARKER: DD = SURVEY DISK
 CB0802_SETTING: 0 = UNSPECIFIED SETTING
 CB0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0802
 CB0802  HISTORY     - Date     Condition        Report By
 CB0802  HISTORY     - 1958     MONUMENTED       USGS
 CB0802
 CB0802                          STATION DESCRIPTION
 CB0802
 CB0802'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CB0802'STATION IS LOCATED ABOUT 6.0 MI. N. AND 1.0 MI. E. OF NORTON, RUNNELS
 CB0802'COUNTY, TEXAS, AND 1.3 MI. SE. OF WILMETH, AT THE RIGHT-OF-WAY FENCE
 CB0802'LINE NE. OF THE N. POINT OF GRASS ISLAND AT THE JUNCTION OF FARM
 CB0802'ROADS 383 AND 384.
 CB0802'
 CB0802'TO REACH THE STATION FROM THE POST OFFICE IN NORTON, PROCEED 9.2 MI.
 CB0802'N. ALONG FARM ROAD 383 TO JUNCTION WITH FARM ROAD 384, CONTINUE 0.1
 CB0802'MI. TO N. POINT OF JUNCTION AND THE STATION AT THE RIGHT-OF-WAY
 CB0802'FENCE ON THE RIGHT, 48 FT. E. OF CENTERLINE AND 415 FT. N. OF FARM
 CB0802'ROAD CROSSROADS.
 CB0802'
 CB0802'STATION MARK--STANDARD USGS ALUMINUM TABLET SET IN CONCRETE POST
 CB0802'PROJECTING ABOUT 0.3 FT. ABOVE GROUND, STAMPED ---JUNCTION ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0297 ***********************************************************************
 CD0297  DESIGNATION -  JUNCTION RM 1 USGS
 CD0297  PID         -  CD0297
 CD0297  STATE/COUNTY-  TX/CULBERSON
 CD0297  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0297
 CD0297                         *CURRENT SURVEY CONTROL
 CD0297  ___________________________________________________________________
 CD0297* NAD 83(1986)-  31 46 15.     (N)    104 51 13.     (W)     SCALED    
 CD0297* NAVD 88     -      1290.391  (meters)    4233.56   (feet)  ADJUSTED  
 CD0297  ___________________________________________________________________
 CD0297  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CD0297  DYNAMIC HT  -        1288.438 (meters)    4227.15  (feet)  COMP
 CD0297  MODELED GRAV-     979,080.8   (mgal)                       NAVD 88
 CD0297
 CD0297  VERT ORDER  -  FIRST     CLASS I
 CD0297
 CD0297.The horizontal coordinates were scaled from a topographic map and have
 CD0297.an estimated accuracy of +/- 6 seconds.
 CD0297
 CD0297.The orthometric height was determined by differential leveling
 CD0297.and adjusted by the National Geodetic Survey in June 1991..
 CD0297
 CD0297.The geoid height was determined by GEOID03.
 CD0297
 CD0297.The dynamic height is computed by dividing the NAVD 88
 CD0297.geopotential number by the normal gravity value computed on the
 CD0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0297.degrees latitude (g = 980.6199 gals.).
 CD0297
 CD0297.The modeled gravity was interpolated from observed gravity values.
 CD0297
 CD0297;                    North         East    Units  Estimated Accuracy
 CD0297;SPC TX C     - 3,241,960.      271,940.      MT  (+/- 180 meters Scaled)
 CD0297
 CD0297                          SUPERSEDED SURVEY CONTROL
 CD0297
 CD0297  NGVD 29 (??/??/92) 1289.841  (m)         4231.75   (f) ADJ UNCH    1 1
 CD0297
 CD0297.Superseded values are not recommended for survey control.
 CD0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0297.See file dsdata.txt to determine how the superseded data were derived.
 CD0297
 CD0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER138150(NAD 83)
 CD0297_MARKER: DR = REFERENCE MARK DISK
 CD0297_SETTING: 66 = SET IN ROCK OUTCROP
 CD0297_SP_SET: ROCK
 CD0297_STAMPING: 4232 R 1932
 CD0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0297+STABILITY: POSITION/ELEVATION WELL
 CD0297
 CD0297  HISTORY     - Date     Condition        Report By
 CD0297  HISTORY     - 1932     MONUMENTED       USGS
 CD0297  HISTORY     - 1958     GOOD             NGS
 CD0297  HISTORY     - 1977     GOOD             NGS
 CD0297
 CD0297                          STATION DESCRIPTION
 CD0297
 CD0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0297'94.1 MI E FROM EL PASO.
 CD0297'ABOUT 89.9 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0297'JUNCTION OF LOOP 16 AT EL PASO, THENCE 3.6 MILES EAST ALONG THE OLD
 CD0297'HIGHWAY, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 54, THENCE ABOUT
 CD0297'0.1 MILE EAST TO THE CREST OF A LONG LOW NARROW HILL.  58 FEET
 CD0297'SOUTHEAST OF TRIANGULATION STATION JUNCTION 1932 (U.S.G.S.), AND IN
 CD0297'THE TOP OF A ROCK WHICH PROJECTS 6 INCHES.
 CD0297
 CD0297                          STATION RECOVERY (1977)
 CD0297
 CD0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0297'9.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0297'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.9
 CD0297'MILES SOUTH ALONG STATE HIGHWAY 54, THENCE 0.1 MILE EAST
 CD0297'ACROSS COUNTRY TO THE TOP OF A LONG, NARROW HILL, 58 FT. SOUTHEAST
 CD0297'OF TRIANGULATION STATION JUNCTION 1932 (USGS), SET IN TOP OF
 CD0297'A ROCK OUTCROP PROJECTING 0.6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0295 ***********************************************************************
 CD0295  DESIGNATION -  JUNCTION RM 2
 CD0295  PID         -  CD0295
 CD0295  STATE/COUNTY-  TX/CULBERSON
 CD0295  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0295
 CD0295                         *CURRENT SURVEY CONTROL
 CD0295  ___________________________________________________________________
 CD0295* NAD 83(1986)-  31 46 15.     (N)    104 51 13.     (W)     SCALED    
 CD0295* NAVD 88     -      1289.657  (meters)    4231.15   (feet)  ADJUSTED  
 CD0295  ___________________________________________________________________
 CD0295  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CD0295  DYNAMIC HT  -        1287.705 (meters)    4224.75  (feet)  COMP
 CD0295  MODELED GRAV-     979,080.8   (mgal)                       NAVD 88
 CD0295
 CD0295  VERT ORDER  -  FIRST     CLASS I
 CD0295
 CD0295.The horizontal coordinates were scaled from a topographic map and have
 CD0295.an estimated accuracy of +/- 6 seconds.
 CD0295
 CD0295.The orthometric height was determined by differential leveling
 CD0295.and adjusted by the National Geodetic Survey in June 1991..
 CD0295
 CD0295.The geoid height was determined by GEOID03.
 CD0295
 CD0295.The dynamic height is computed by dividing the NAVD 88
 CD0295.geopotential number by the normal gravity value computed on the
 CD0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0295.degrees latitude (g = 980.6199 gals.).
 CD0295
 CD0295.The modeled gravity was interpolated from observed gravity values.
 CD0295
 CD0295;                    North         East    Units  Estimated Accuracy
 CD0295;SPC TX C     - 3,241,960.      271,940.      MT  (+/- 180 meters Scaled)
 CD0295
 CD0295                          SUPERSEDED SURVEY CONTROL
 CD0295
 CD0295  NGVD 29 (??/??/92) 1289.108  (m)         4229.35   (f) ADJ UNCH    1 1
 CD0295
 CD0295.Superseded values are not recommended for survey control.
 CD0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0295.See file dsdata.txt to determine how the superseded data were derived.
 CD0295
 CD0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER138150(NAD 83)
 CD0295_MARKER: DR = REFERENCE MARK DISK
 CD0295_SETTING: 66 = SET IN ROCK OUTCROP
 CD0295_SP_SET: ROCK
 CD0295_STAMPING: JUNCTION NO 2 1943
 CD0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0295+STABILITY: POSITION/ELEVATION WELL
 CD0295
 CD0295  HISTORY     - Date     Condition        Report By
 CD0295  HISTORY     - 1943     MONUMENTED       CGS
 CD0295  HISTORY     - 1958     GOOD             NGS
 CD0295  HISTORY     - 1977     GOOD             NGS
 CD0295
 CD0295                          STATION DESCRIPTION
 CD0295
 CD0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0295'94.1 MI E FROM EL PASO.
 CD0295'ABOUT 89.9 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0295'JUNCTION OF LOOP 16 AT EL PASO, THENCE 3.6 MILES EAST ALONG THE OLD
 CD0295'HIGHWAY, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 54, THENCE ABOUT
 CD0295'0.1 MILE EAST TO THE CREST OF A LONG LOW NARROW HILL.  30 FEET
 CD0295'WEST-NORTHWEST OF TRIANGULATION STATION JUNCTION 1932 (U.S.G.S.), AND
 CD0295'IN THE TOP OF A ROCK WHICH PROJECTS 2 INCHES.
 CD0295
 CD0295                          STATION RECOVERY (1977)
 CD0295
 CD0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0295'9.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0295'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.9
 CD0295'MILES SOUTH ALONG STATE HIGHWAY 54, THENCE 0.1 MILE EAST
 CD0295'ACROSS COUNTRY TO THE TOP OF A LONG, NARROW HILL, 30 FT.
 CD0295'WEST-NORTHWEST OF TRIANGULATION STATION JUNCTION 1932 (USGS),
 CD0295'SET IN TOP OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0797 ***********************************************************************
 CC0797  DESIGNATION -  JUNIPER
 CC0797  PID         -  CC0797
 CC0797  STATE/COUNTY-  TX/PECOS
 CC0797  USGS QUAD   -  COYANOSA SE (1974)
 CC0797
 CC0797                         *CURRENT SURVEY CONTROL
 CC0797  ___________________________________________________________________
 CC0797* NAD 83(1993)-  31 00 34.13511(N)    103 00 38.41802(W)     ADJUSTED  
 CC0797* NAVD 88     -       899.     (meters)    2949.     (feet)  SCALED    
 CC0797  ___________________________________________________________________
 CC0797  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CC0797  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 CC0797
 CC0797  HORZ ORDER  -  SECOND
 CC0797
 CC0797.The horizontal coordinates were established by classical geodetic methods
 CC0797.and adjusted by the National Geodetic Survey in February 1996..
 CC0797
 CC0797.The orthometric height was scaled from a topographic map.
 CC0797
 CC0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0797
 CC0797.The geoid height was determined by GEOID03.
 CC0797
 CC0797;                    North         East     Units Scale Factor Converg.
 CC0797;SPC TX C     - 3,151,933.959   444,382.993   MT  0.99988175   -1 22 44.4
 CC0797;SPC TX C     -10,340,970.00  1,457,946.54   sFT  0.99988175   -1 22 44.4
 CC0797;UTM  13      - 3,432,351.705   689,912.582   MT  1.00004491   +1 01 30.6
 CC0797
 CC0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0797!SPC TX C     -   0.99986249  x   0.99988175  =   0.99974426
 CC0797!UTM  13      -   0.99986249  x   1.00004491  =   0.99990739
 CC0797
 CC0797|---------------------------------------------------------------------|
 CC0797| PID    Reference Object                     Distance      Geod. Az  |
 CC0797|                                                           dddmmss.s |
 CC0797| CH9691 JUNIPER RM 1                         16.140 METERS 06558     |
 CC0797| CH9692 JUNIPER RM 2                         13.410 METERS 17932     |
 CC0797| CH9690 JUNIPER AZ MK                                      2615627.6 |
 CC0797|---------------------------------------------------------------------|
 CC0797
 CC0797                          SUPERSEDED SURVEY CONTROL
 CC0797
 CC0797  NAD 83(1986)-  31 00 34.13829(N)    103 00 38.41233(W) AD(       ) 2
 CC0797  NAD 27      -  31 00 33.59200(N)    103 00 36.83800(W) AD(       ) 2
 CC0797
 CC0797.Superseded values are not recommended for survey control.
 CC0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0797.See file dsdata.txt to determine how the superseded data were derived.
 CC0797
 CC0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ8991332352(NAD 83)
 CC0797_MARKER: DS = TRIANGULATION STATION DISK
 CC0797_SETTING: 66 = SET IN ROCK OUTCROP
 CC0797
 CC0797  HISTORY     - Date     Condition        Report By
 CC0797  HISTORY     - 1943     MONUMENTED       CGS
 CC0797  HISTORY     - 1974     GOOD             USGS
 CC0797
 CC0797                          STATION DESCRIPTION
 CC0797
 CC0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CC0797'STATION IS LOCATED ABOUT 8-1/2 MILES NORTH AND 7-1/2 MILES WEST
 CC0797'OF FT. STOCKTON, ON CREST OF A BRUSHY RIDGE WHICH IS HIGHEST
 CC0797'POINT IN THE IMMEDIATE VICINITY.
 CC0797'
 CC0797'TO REACH FROM JUNCTION OF HIGHWAYS U.S. 290 AND U.S. 285 ONE
 CC0797'MILE WEST OF FT. STOCKTON--GO WEST ON HIGHWAY U.S. 285 TOWARD
 CC0797'PECOS, 8.0 MILES TO END OF SURFACED ROAD.  CONTINUE ON GRAVEL
 CC0797'ROAD 2.25 MILE TO A CATTLE GUARD ON RIGHT.  CROSS CATTLE
 CC0797'GUARD AND FOLLOW BLADED ROAD 0.15 MILE TO FORK AT SMALL BOARD
 CC0797'SHACK ON RIGHT.  TURN RIGHT ON TRACK ROAD FOR 0.15 MILE, PASS
 CC0797'TO RIGHT OF STONE TANK, BEAR SHARP LEFT AND CONTINUE ON TRACK
 CC0797'ROAD NORTHEASTERLY 2.15 MILE TO TRIANGLE TRENCH AND MOUND ON
 CC0797'RIGHT.  FROM HERE BEAR RIGHT, NORTHEAST, FOR 0.35 MILE TO TOP
 CC0797'OF RIDGE AND STATION.
 CC0797'
 CC0797'STATION IS ON HIGHEST POINT OF ROCKY RIDGE, ABOUT 100 YARDS
 CC0797'NORTHEAST OF A SIX FOOT TALL FORKED CACTUS.
 CC0797'
 CC0797'A STANDARD TRIANGULATION DISK SET IN ROCK OUTCROP.  STAMPED
 CC0797'JUNIPER 1943.
 CC0797'
 CC0797'REFERENCE MARK NO. 1 IS EAST NORTHEAST OF THE STATION.  A
 CC0797'STANDARD REFERENCE DISK SET IN A ROCK OUTCROP.  STAMPED
 CC0797'JUNIPER NO 1 1934.
 CC0797'
 CC0797'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  A STANDARD
 CC0797'REFERENCE DISK SET IN ROCK OUTCROP.  STAMPED JUNIPER NO 2 1943.
 CC0797'
 CC0797'AZIMUTH MARK IS 0.35 MILE WEST OF STATION, 20 FT. WEST OF THE
 CC0797'CENTERLINE OF TRACK ROAD, 5.0 FEET SOUTH OF A 4.0 FOOT ROCK
 CC0797'MONUMENT.  A STANDARD AZIMUTH MARK DISK SET IN A ROCK
 CC0797'OUTCROP.  STAMPED JUNIPER 1943.
 CC0797'
 CC0797'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 CC0797
 CC0797                          STATION RECOVERY (1974)
 CC0797
 CC0797'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DPA)
 CC0797'TO REACH FROM JCT. OF HWY. U.S. 290 AND STATE HWY. 18 IN FT.
 CC0797'STOCKTON, GO NORTH ON STATE HWY. 18 FOR 11.1 MI. TO A GRADED
 CC0797'RD. HEADING W., TURN W. ALONG GRADED RD. FOR 4.1 MI., THEN
 CC0797'TURN S. 1.4 MI., THEN TURN W. 2.1 MI., THEN TURN S. 0.7 MI.,
 CC0797'THEN TURN W. 0.7 MI. TO A GAS WELL, TAKE E. OF TWO PIPELINES
 CC0797'TO THE S.W. FOR 0.3 MI., THEN TURN SE ON ANOTHER PIPELINE FOR
 CC0797'0.3 MI. TO CREST OF RIDGE, THEN TURN S.W. ALONG RIDGE LINE FOR
 CC0797'ABOUT 0.4 MI. TO STATION AT TOP OF CREST.  ALL MARKS FOUND IN
 CC0797'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0839 ***********************************************************************
 BP0839  DESIGNATION -  JUNIPER SEC
 BP0839  PID         -  BP0839
 BP0839  STATE/COUNTY-  TX/TERRELL
 BP0839  USGS QUAD   -  DRYDEN NE (1969)
 BP0839
 BP0839                         *CURRENT SURVEY CONTROL
 BP0839  ___________________________________________________________________
 BP0839* NAD 83(1993)-  30 08 18.03235(N)    102 04 48.13756(W)     ADJUSTED  
 BP0839* NAVD 88     -       678.     (meters)    2224.     (feet)  SCALED    
 BP0839  ___________________________________________________________________
 BP0839  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 BP0839  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 BP0839
 BP0839  HORZ ORDER  -  SECOND
 BP0839
 BP0839.The horizontal coordinates were established by classical geodetic methods
 BP0839.and adjusted by the National Geodetic Survey in February 1996..
 BP0839
 BP0839.The orthometric height was scaled from a topographic map.
 BP0839
 BP0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0839
 BP0839.The geoid height was determined by GEOID03.
 BP0839
 BP0839;                    North         East     Units Scale Factor Converg.
 BP0839;SPC TXSC     - 4,259,371.422   303,277.410   MT  0.99996133   -1 30 32.2
 BP0839;SPC TXSC     -13,974,287.74    995,002.64   sFT  0.99996133   -1 30 32.2
 BP0839;UTM  13      - 3,337,715.786   781,292.928   MT  1.00057632   +1 28 01.4
 BP0839;UTM  14      - 3,338,121.757   203,278.972   MT  1.00068637   -1 32 51.3
 BP0839
 BP0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0839!SPC TXSC     -   0.99989713  x   0.99996133  =   0.99985846
 BP0839!UTM  13      -   0.99989713  x   1.00057632  =   1.00047339
 BP0839!UTM  14      -   0.99989713  x   1.00068637  =   1.00058343
 BP0839
 BP0839:                Primary Azimuth Mark                     Grid Az
 BP0839:SPC TXSC     -  DRYDEN SEC                               196 52 15.7
 BP0839:UTM  13      -  DRYDEN SEC                               193 53 42.1
 BP0839:UTM  14      -  DRYDEN SEC                               196 54 34.8
 BP0839
 BP0839|---------------------------------------------------------------------|
 BP0839| PID    Reference Object                     Distance      Geod. Az  |
 BP0839|                                                           dddmmss.s |
 BP0839| BP0842 DRYDEN SEC                          APPROX.15.0 KM 1952143.5 |
 BP0839|---------------------------------------------------------------------|
 BP0839
 BP0839                          SUPERSEDED SURVEY CONTROL
 BP0839
 BP0839  NAD 83(1986)-  30 08 18.00324(N)    102 04 48.17470(W) AD(       ) 2
 BP0839  NAD 27      -  30 08 17.32800(N)    102 04 46.69500(W) AD(       ) 2
 BP0839
 BP0839.Superseded values are not recommended for survey control.
 BP0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0839.See file dsdata.txt to determine how the superseded data were derived.
 BP0839
 BP0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP8129337716(NAD 83)
 BP0839_MARKER: DD = SURVEY DISK
 BP0839_SETTING: 66 = SET IN ROCK OUTCROP
 BP0839_SP_SET: SET IN ROCK OUTCROP
 BP0839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0839+STABILITY: POSITION/ELEVATION WELL
 BP0839
 BP0839  HISTORY     - Date     Condition        Report By
 BP0839  HISTORY     - 1917     MONUMENTED       USGS
 BP0839
 BP0839                          STATION DESCRIPTION
 BP0839
 BP0839'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 BP0839'SITUATED ON E-W. RIDGE 7 MI. DUE N. OF DRYDEN RAILROAD STATION.
 BP0839'THE DRYDEN-SHEFFIELD WAGON RD. PASSES ABOUT 700 FT. E. OF STATION, 22
 BP0839'FT. SW. OF STATION TO CENTER OF JUNIPER BUSH, 1,140 FT. SE. OF STATION
 BP0839'TO CENTER OF SMALL CONICAL HILL.
 BP0839'
 BP0839'STATION MARK - USGS ALUMINUM TABLET SET IN ROCK OUTCROP, FLUSH WITH
 BP0839'GROUND STAMPED--- JUNIPER 1917---.
 BP0839'
 BP0839'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1022 ***********************************************************************
 AW1022  DESIGNATION -  JUPITER
 AW1022  PID         -  AW1022
 AW1022  STATE/COUNTY-  TX/HARRIS
 AW1022  USGS QUAD   -  LEAGUE CITY (1995)
 AW1022
 AW1022                         *CURRENT SURVEY CONTROL
 AW1022  ___________________________________________________________________
 AW1022* NAD 83(1993)-  29 33 48.64184(N)    095 05 18.87839(W)     ADJUSTED  
 AW1022* NAVD 88     -         4.905  (meters)      16.09   (feet)  ADJUSTED  
 AW1022  ___________________________________________________________________
 AW1022  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AW1022  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AW1022  DYNAMIC HT  -           4.898 (meters)      16.07  (feet)  COMP
 AW1022  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 AW1022
 AW1022  HORZ ORDER  -  SECOND
 AW1022  VERT ORDER  -  FIRST     CLASS II
 AW1022
 AW1022.The horizontal coordinates were established by classical geodetic methods
 AW1022.and adjusted by the National Geodetic Survey in February 1996..
 AW1022
 AW1022.The orthometric height was determined by differential leveling
 AW1022.and adjusted by the National Geodetic Survey in June 1991..
 AW1022
 AW1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1022
 AW1022.The geoid height was determined by GEOID03.
 AW1022
 AW1022.The dynamic height is computed by dividing the NAVD 88
 AW1022.geopotential number by the normal gravity value computed on the
 AW1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1022.degrees latitude (g = 980.6199 gals.).
 AW1022
 AW1022.The modeled gravity was interpolated from observed gravity values.
 AW1022
 AW1022;                    North         East     Units Scale Factor Converg.
 AW1022;SPC TXSC     - 4,198,086.925   978,919.758   MT  0.99987117   +1 54 58.5
 AW1022;SPC TXSC     -13,773,223.52  3,211,672.57   sFT  0.99987117   +1 54 58.5
 AW1022;UTM  15      - 3,272,240.560   297,662.700   MT  1.00010518   -1 01 51.0
 AW1022
 AW1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1022!SPC TXSC     -   1.00000348  x   0.99987117  =   0.99987465
 AW1022!UTM  15      -   1.00000348  x   1.00010518  =   1.00010866
 AW1022
 AW1022|---------------------------------------------------------------------|
 AW1022| PID    Reference Object                     Distance      Geod. Az  |
 AW1022|                                                           dddmmss.s |
 AW1022| CV7317 JUPITER RM 2                         24.558 METERS 10643     |
 AW1022| AW1024 SATURN                              173.380 METERS 15218     |
 AW1022| AW1021 D 1214                              186.024 METERS 19833     |
 AW1022| CV7316 JUPITER RM 1                          9.997 METERS 35507     |
 AW1022|---------------------------------------------------------------------|
 AW1022
 AW1022                          SUPERSEDED SURVEY CONTROL
 AW1022
 AW1022  NAD 83(1986)-  29 33 48.65728(N)    095 05 18.85907(W) AD(       ) 2
 AW1022  NAD 27      -  29 33 47.81904(N)    095 05 18.10730(W) AD(       ) 2
 AW1022  NGVD 29 (12/23/87)    4.902  (m)           16.08   (f) ADJUSTED    1 2
 AW1022
 AW1022.Superseded values are not recommended for survey control.
 AW1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1022.See file dsdata.txt to determine how the superseded data were derived.
 AW1022
 AW1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN9766372241(NAD 83)
 AW1022_MARKER: Z = SEE DESCRIPTION
 AW1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1022_SP_SET: CONCRETE POST
 AW1022_MARK LOGO: NONE  
 AW1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1022+STABILITY: SURFACE MOTION
 AW1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1022+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 AW1022
 AW1022  HISTORY     - Date     Condition        Report By
 AW1022  HISTORY     - UNK      MONUMENTED       NGS
 AW1022  HISTORY     - 1973     GOOD             NGS
 AW1022  HISTORY     - 1978     GOOD             NGS
 AW1022  HISTORY     - 1987     GOOD             USPSQD
 AW1022  HISTORY     - 1987     GOOD             NGS
 AW1022  HISTORY     - 1988     GOOD             USPSQD
 AW1022  HISTORY     - 1988     GOOD             USPSQD
 AW1022  HISTORY     - 1988     GOOD             USPSQD
 AW1022  HISTORY     - 1989     GOOD             USPSQD
 AW1022  HISTORY     - 1989     GOOD             USPSQD
 AW1022  HISTORY     - 1989     GOOD             USPSQD
 AW1022  HISTORY     - 19910216 GOOD             USPSQD
 AW1022  HISTORY     - 19911111 GOOD             SURCON
 AW1022  HISTORY     - 19981017 GOOD             USPSQD
 AW1022  HISTORY     - 20010127 GOOD             USPSQD
 AW1022  HISTORY     - 20050622 GOOD             NASA
 AW1022
 AW1022                          STATION DESCRIPTION
 AW1022
 AW1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1022'IN JMC.
 AW1022'AT THE LYNDON B. JOHNSON SPACECRAFT CENTER, AT THE INTERSECTION OF
 AW1022'SECOND STREET AND AVENUE B, AT A WATER TANK, 89.8 FEET SOUTH OF THE
 AW1022'CENTER LINE OF THE AVENUE, 109.5 FEET WEST OF THE CENTER LINE OF THE
 AW1022'STREET, 78.6 FEET NORTH-NORTHEAST OF THE EDGE OF THE WATER TANK, 32.5
 AW1022'FEET SOUTH OF THE SOUTHEAST CORNER OF A CULVERT, A BRASS ROD IN THE
 AW1022'TOP OF A CONCRETE POST AT THE CENTER OF FOUR METAL PIPES THAT ARE
 AW1022'CONNECTED BY CHAIN, AND ABOUT LEVEL WITH THE GROUND.
 AW1022
 AW1022                          STATION RECOVERY (1978)
 AW1022
 AW1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1022'RECOVERED IN GOOD CONDITION.
 AW1022
 AW1022                          STATION RECOVERY (1987)
 AW1022
 AW1022'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1022'RECOVERED IN GOOD CONDITION.
 AW1022
 AW1022                          STATION RECOVERY (1987)
 AW1022
 AW1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1022'RECOVERED IN GOOD CONDITION.
 AW1022
 AW1022                          STATION RECOVERY (1988)
 AW1022
 AW1022'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1022'RECOVERED IN GOOD CONDITION.
 AW1022
 AW1022                          STATION RECOVERY (1988)
 AW1022
 AW1022'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1022'RECOVERED IN GOOD CONDITION.
 AW1022
 AW1022                          STATION RECOVERY (1988)
 AW1022
 AW1022'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1022'RECOVERED IN GOOD CONDITION.
 AW1022
 AW1022                          STATION RECOVERY (1989)
 AW1022
 AW1022'RECOVERY NOTE BY US POWER SQUADRON 1989 (TPO)
 AW1022'RECOVERED IN GOOD CONDITION.
 AW1022
 AW1022                          STATION RECOVERY (1989)
 AW1022
 AW1022'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1022'RECOVERED IN GOOD CONDITION.
 AW1022
 AW1022                          STATION RECOVERY (1989)
 AW1022
 AW1022'RECOVERY NOTE BY US POWER SQUADRON 1989 (JE)
 AW1022'RECOVERED IN GOOD CONDITION.
 AW1022
 AW1022                          STATION RECOVERY (1991)
 AW1022
 AW1022'RECOVERY NOTE BY US POWER SQUADRON 1991 (ER)
 AW1022'RECOVERED IN GOOD CONDITION.
 AW1022
 AW1022                          STATION RECOVERY (1991)
 AW1022
 AW1022'RECOVERY NOTE BY SURVEYING CONSULTANTS 1991
 AW1022'RECOVERED IN GOOD CONDITION.
 AW1022
 AW1022                          STATION RECOVERY (1998)
 AW1022
 AW1022'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1022'RECOVERED IN GOOD CONDITION.
 AW1022
 AW1022                          STATION RECOVERY (2001)
 AW1022
 AW1022'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJH)
 AW1022'RECOVERED IN GOOD CONDITION.
 AW1022
 AW1022                          STATION RECOVERY (2005)
 AW1022
 AW1022'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0601 ***********************************************************************
 AZ0601  DESIGNATION -  JUSTICE
 AZ0601  PID         -  AZ0601
 AZ0601  STATE/COUNTY-  TX/EDWARDS
 AZ0601  USGS QUAD   -  BLACK WATERHOLE (1971)
 AZ0601
 AZ0601                         *CURRENT SURVEY CONTROL
 AZ0601  ___________________________________________________________________
 AZ0601* NAD 83(1993)-  29 59 49.33786(N)    100 26 58.98497(W)     ADJUSTED  
 AZ0601* NAVD 88     -       720.7    (meters)    2364.     (feet)  VERTCON   
 AZ0601  ___________________________________________________________________
 AZ0601  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AZ0601  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 AZ0601
 AZ0601  HORZ ORDER  -  FIRST
 AZ0601
 AZ0601.The horizontal coordinates were established by classical geodetic methods
 AZ0601.and adjusted by the National Geodetic Survey in February 1996..
 AZ0601
 AZ0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0601
 AZ0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0601
 AZ0601.The geoid height was determined by GEOID03.
 AZ0601
 AZ0601;                    North         East     Units Scale Factor Converg.
 AZ0601;SPC TXSC     - 4,240,667.648   460,131.342   MT  0.99992983   -0 42 36.8
 AZ0601;SPC TXSC     -13,912,923.78  1,509,614.24   sFT  0.99992983   -0 42 36.8
 AZ0601;UTM  14      - 3,319,341.742   360,166.380   MT  0.99984125   -0 43 29.7
 AZ0601
 AZ0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0601!SPC TXSC     -   0.99989032  x   0.99992983  =   0.99982016
 AZ0601!UTM  14      -   0.99989032  x   0.99984125  =   0.99973159
 AZ0601
 AZ0601|---------------------------------------------------------------------|
 AZ0601| PID    Reference Object                     Distance      Geod. Az  |
 AZ0601|                                                           dddmmss.s |
 AZ0601| CV5313 JUSTICE RM 1                         40.934 METERS 01859     |
 AZ0601| CV5314 JUSTICE RM 2                         29.018 METERS 14334     |
 AZ0601| CV5315 JUSTICE RM 3                         47.021 METERS 25648     |
 AZ0601| AZ0650 WITT ET                             APPROX. 6.9 KM 2695925.0 |
 AZ0601|---------------------------------------------------------------------|
 AZ0601
 AZ0601                          SUPERSEDED SURVEY CONTROL
 AZ0601
 AZ0601  NAD 83(1986)-  29 59 49.33452(N)    100 26 58.97154(W) AD(       ) 1
 AZ0601  NAD 27      -  29 59 48.58500(N)    100 26 57.66500(W) AD(       ) 1
 AZ0601  NGVD 29 (07/19/86)  720.6    (m)         2364.     (f) VERT ANG       
 AZ0601
 AZ0601.Superseded values are not recommended for survey control.
 AZ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0601.See file dsdata.txt to determine how the superseded data were derived.
 AZ0601
 AZ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU6016619342(NAD 83)
 AZ0601_MARKER: DS = TRIANGULATION STATION DISK
 AZ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0601_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AZ0601
 AZ0601  HISTORY     - Date     Condition        Report By
 AZ0601  HISTORY     - 1935     MONUMENTED       CGS
 AZ0601  HISTORY     - 1937     GOOD             TXHD
 AZ0601  HISTORY     - 1971     GOOD             NGS
 AZ0601
 AZ0601                          STATION DESCRIPTION
 AZ0601
 AZ0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AZ0601'STATION IS ABOUT 14-1/2 MILES W BY S OF ROCKSPRINGS.
 AZ0601'
 AZ0601'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 AZ0601'
 AZ0601'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 AZ0601'HOLE IN BEDROCK.
 AZ0601'
 AZ0601'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED, IN DRILL
 AZ0601'HOLES IN OUTCROPPING BEDROCK, SET FLUSH WITH THE GROUND.
 AZ0601'
 AZ0601'TO REACH THE STATION FROM THE POST OFFICE IN ROCKSPRINGS, GO
 AZ0601'W ON STATE HIGHWAY 41 FOR 15.15 MILES OR FOR 0.7 MILE AFTER
 AZ0601'CROSSING CATTLE GUARD, OR FOR 0.1 MILE AFTER REACHING TOP OF
 AZ0601'RIDGE, TURN LEFT ACROSS COUNTRY AND FOLLOW RIDGE S, CIRCLING
 AZ0601'EASTERLY, FOR 0.6 MILE TO STATION ON HIGHEST PART OF HILL AND
 AZ0601'JUST E OF TWO TRIANGULAR BLAZED TREES.  MARK IS FLUSH WITH THE
 AZ0601'GROUND.
 AZ0601'
 AZ0601'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
 AZ0601
 AZ0601                          STATION RECOVERY (1937)
 AZ0601
 AZ0601'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AZ0601'ORIGINAL DESCRIPTION IS SATISFACTORY.  STATION AND REFERENCE
 AZ0601'MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE STATION
 AZ0601'IS LOCATED ON A PROMINENT HILL TO S OF WHERE STATE HIGHWAY 41
 AZ0601'GOES OVER WHAT IS KNOWN LOCALLY AS DAVIS HILL.
 AZ0601
 AZ0601                          STATION RECOVERY (1971)
 AZ0601
 AZ0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (IGT)
 AZ0601'THE STATION IS LOCATED SOUTH 85 DEGREES WEST, 14 MILES AIRLINE
 AZ0601'DISTANCE FROM ROCKSPRINGS, TEXAS, ON A BROAD FLAT TOP, 0.4
 AZ0601'MILES SOUTH OF POINT WHERE U.S. HIGHWAY 377 GOES THRU A ROCK
 AZ0601'CUT, ON LAND OWNED BY MERLIN DAVIS.
 AZ0601'
 AZ0601'TO REACH FROM ROCKSPRINGS, TEXAS, GO 16.0 MILES WEST ON U.S.
 AZ0601'HIGHWAY 377 TO DAVIS RANCH ON THE RIGHT (NORTH) AND A GATE
 AZ0601'JUST EAST OF A WINDMILL ON THE LEFT (SOUTH), PASS THRU GATE
 AZ0601'AND FOLLOW DIM TRACK ROAD EAST ALONG SOUTH SIDE OF RIGHT-OF-WAY
 AZ0601'FENCE FOR 1.0 MILE TO STATION SITE.  9 FEET NORTHEAST OF A
 AZ0601'USC AND GS WITNESS SIGN MOUNTED ON A METAL POST.
 AZ0601'
 AZ0601'STATION MARK--A STANDARD USC AND GS BRONZE DISK SET IN A MASS
 AZ0601'OF CONCRETE, POURED FLUSH WITH THE GROUND, AND STAMPED JUSTICE
 AZ0601'1935.
 AZ0601'
 AZ0601'REFERENCE MARK NO. 1--A STANDARD USC AND GS BRONZE DISK SET IN
 AZ0601'BEDROCK, FLUSH WITH THE GROUND, AND STAMPED JUSTICE-NO. 1 1935.
 AZ0601'
 AZ0601'REFERENCE MARK NO. 2--A STANDARD USC AND GS BRONZE DISK SET IN A
 AZ0601'ROCK, PROJECTING 0.5 FEET, AND STAMPED JUSTICE-NO. 2 1935.
 AZ0601'
 AZ0601'REFERENCE MARK NO. 3--A STANDARD USC AND GS BRONZE DISK SET IN
 AZ0601'BEDROCK, FLUSH WITH THE GROUND, AND STAMPED JUSTICE NO. 3 1935.
 AZ0601'
 AZ0601'STATION WITT ET 1971, IS VISIBLE FROM THE GROUND AT THIS
 AZ0601'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 AZ0601'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0615 ***********************************************************************
 DP0615  DESIGNATION -  JUSTICE
 DP0615  PID         -  DP0615
 DP0615  STATE/COUNTY-  TX/GARZA
 DP0615  USGS QUAD   -  JUSTICEBURG (1969)
 DP0615
 DP0615                         *CURRENT SURVEY CONTROL
 DP0615  ___________________________________________________________________
 DP0615* NAD 83(1993)-  33 01 15.54296(N)    101 11 15.37296(W)     ADJUSTED  
 DP0615* NAVD 88     -       711.3    (meters)    2334.     (feet)  VERTCON   
 DP0615  ___________________________________________________________________
 DP0615  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 DP0615  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 DP0615
 DP0615  HORZ ORDER  -  FIRST
 DP0615
 DP0615.The horizontal coordinates were established by classical geodetic methods
 DP0615.and adjusted by the National Geodetic Survey in February 1996..
 DP0615
 DP0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0615
 DP0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0615
 DP0615.The geoid height was determined by GEOID03.
 DP0615
 DP0615;                    North         East     Units Scale Factor Converg.
 DP0615;SPC TXNC     - 2,153,391.293   348,953.612   MT  0.99987276   -1 27 56.9
 DP0615;SPC TXNC     - 7,064,917.93  1,144,858.64   sFT  0.99987276   -1 27 56.9
 DP0615;UTM  14      - 3,655,739.567   295,671.257   MT  1.00011480   -1 11 33.1
 DP0615
 DP0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0615!SPC TXNC     -   0.99989235  x   0.99987276  =   0.99976512
 DP0615!UTM  14      -   0.99989235  x   1.00011480  =   1.00000714
 DP0615
 DP0615:                Primary Azimuth Mark                     Grid Az
 DP0615:SPC TXNC     -  JUSTICE AZ MK                            006 00 37.1
 DP0615:UTM  14      -  JUSTICE AZ MK                            005 44 13.3
 DP0615
 DP0615|---------------------------------------------------------------------|
 DP0615| PID    Reference Object                     Distance      Geod. Az  |
 DP0615|                                                           dddmmss.s |
 DP0615| CJ7593 JUSTICE AZ MK                                      0043240.2 |
 DP0615| CJ7594 JUSTICE RM 1                         14.939 METERS 02553     |
 DP0615| CJ7595 JUSTICE RM 2                         18.269 METERS 12743     |
 DP0615|---------------------------------------------------------------------|
 DP0615
 DP0615                          SUPERSEDED SURVEY CONTROL
 DP0615
 DP0615  NAD 83(1993)-  33 01 15.54774(N)    101 11 15.36462(W) AD(       ) 1
 DP0615  NAD 83(1986)-  33 01 15.54886(N)    101 11 15.36310(W) AD(       ) 1
 DP0615  NAD 27      -  33 01 15.18983(N)    101 11 13.89794(W) AD(       ) 1
 DP0615  NGVD 29 (07/19/86)  711.0    (m)         2333.     (f) VERT ANG       
 DP0615
 DP0615.Superseded values are not recommended for survey control.
 DP0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0615.See file dsdata.txt to determine how the superseded data were derived.
 DP0615
 DP0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB9567155740(NAD 83)
 DP0615_MARKER: DS = TRIANGULATION STATION DISK
 DP0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0615_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0615
 DP0615  HISTORY     - Date     Condition        Report By
 DP0615  HISTORY     - 1968     MONUMENTED       CGS
 DP0615
 DP0615                          STATION DESCRIPTION
 DP0615
 DP0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0615'STATION IS LOCATED AIRLINE ABOUT 16 MILES SOUTHEAST OF POST, 2
 DP0615'MILES SOUTH-SOUTHEAST OF JUSTICEBURG AND ABOUT 1/2 MILE WEST OF
 DP0615'U.S. HIGHWAY 84.
 DP0615'
 DP0615'TO REACH FROM THE POST OFFICE IN JUSTICEBURG, GO SOUTH ON
 DP0615'U.S. HIGHWAY 84 FOR 1.35 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 DP0615'CROSSING RAILROAD TRACKS FOR 0.05 MILE TO A CATTLE GUARD AND THE
 DP0615'AZIMUTH MARK ABOUT 160 FEET ON THE LEFT, CONTINUE SOUTHWEST ON
 DP0615'THE MAIN ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT ABOUT 50
 DP0615'FEET BEFORE REACHING A TRACK ROAD LEFT.
 DP0615'
 DP0615'STATION MARK, A STANDARD DISK STAMPED JUSTICE 1968, IS SET IN
 DP0615'THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 4
 DP0615'INCHES.  THE MARK IS 116 FEET SOUTH OF A POWER LINE POLE, 62
 DP0615'FEET NORTH OF A ROAD FORK, 43 FEET WEST OF THE CENTER OF A ROAD,
 DP0615'AND 6 FEET NORTHEAST OF A METAL WITNESS POST.
 DP0615'
 DP0615'REFERENCE MARK 1, A STANDARD DISK STAMPED JUSTICE NO 1 1968, IS
 DP0615'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS
 DP0615'ABOUT 4 INCHES.  THE MARK IS 76 FEET SOUTHEAST OF THE POWER LINE
 DP0615'POLE, 55 FEET NORTHEAST OF THE WITNESS POST, 46 FEET WEST OF THE
 DP0615'CENTER OF THE TRACK ROAD, AND ABOUT THE SAME ELEVATION AS THE
 DP0615'STATION.
 DP0615'
 DP0615'REFERENCE MARK 2, A STANDARD DISK STAMPED JUSTICE NO 2 1968, IS
 DP0615'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS
 DP0615'ABOUT 8 INCHES.  THE MARK IS 61 FEET EAST OF THE WITNESS POST,
 DP0615'50 FEET NORTHEAST OF THE ROAD FORK, 17 FEET EAST OF THE CENTER
 DP0615'OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE STATION.
 DP0615'
 DP0615'AZIMUTH MARK, A STANDARD DISK STAMPED JUSTICE 1968, IS SET IN
 DP0615'THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 8
 DP0615'INCHES.  THE MARK IS 160 FEET SOUTHEAST OF THE CATTLE GUARD, 74
 DP0615'FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK AND 2 FEET WEST OF
 DP0615'A METAL WITNESS POST SET IN A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0477 ***********************************************************************
 DP0477  DESIGNATION -  JUSTICEBURG
 DP0477  PID         -  DP0477
 DP0477  STATE/COUNTY-  TX/GARZA
 DP0477  USGS QUAD   -  JUSTICEBURG (1969)
 DP0477
 DP0477                         *CURRENT SURVEY CONTROL
 DP0477  ___________________________________________________________________
 DP0477* NAD 83(1993)-  33 04 11.10005(N)    101 13 48.69477(W)     ADJUSTED  
 DP0477* NAVD 88     -       718.748  (meters)    2358.09   (feet)  ADJUSTED  
 DP0477  ___________________________________________________________________
 DP0477  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 DP0477  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DP0477  DYNAMIC HT  -         717.842 (meters)    2355.12  (feet)  COMP
 DP0477  MODELED GRAV-     979,353.3   (mgal)                       NAVD 88
 DP0477
 DP0477  HORZ ORDER  -  FIRST
 DP0477  VERT ORDER  -  FIRST     CLASS II
 DP0477
 DP0477.The horizontal coordinates were established by classical geodetic methods
 DP0477.and adjusted by the National Geodetic Survey in February 1996..
 DP0477
 DP0477.The orthometric height was determined by differential leveling
 DP0477.and adjusted by the National Geodetic Survey in June 1991..
 DP0477
 DP0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0477
 DP0477.The geoid height was determined by GEOID03.
 DP0477
 DP0477.The dynamic height is computed by dividing the NAVD 88
 DP0477.geopotential number by the normal gravity value computed on the
 DP0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0477.degrees latitude (g = 980.6199 gals.).
 DP0477
 DP0477.The modeled gravity was interpolated from observed gravity values.
 DP0477
 DP0477;                    North         East     Units Scale Factor Converg.
 DP0477;SPC TXNC     - 2,158,899.750   345,116.790   MT  0.99987267   -1 29 20.5
 DP0477;SPC TXNC     - 7,082,990.26  1,132,270.67   sFT  0.99987267   -1 29 20.5
 DP0477;UTM  14      - 3,661,231.099   291,807.310   MT  1.00013445   -1 13 02.5
 DP0477
 DP0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0477!SPC TXNC     -   0.99989116  x   0.99987267  =   0.99976385
 DP0477!UTM  14      -   0.99989116  x   1.00013445  =   1.00002560
 DP0477
 DP0477|---------------------------------------------------------------------|
 DP0477| PID    Reference Object                     Distance      Geod. Az  |
 DP0477|                                                           dddmmss.s |
 DP0477| DP0479 JUSTICEBURG RM 2                     13.049 METERS 12815     |
 DP0477| DP0272 B 72                                               1370225.7 |
 DP0477| DP0478 JUSTICEBURG RM 1                     14.388 METERS 31017     |
 DP0477|---------------------------------------------------------------------|
 DP0477
 DP0477                          SUPERSEDED SURVEY CONTROL
 DP0477
 DP0477  NAD 83(1993)-  33 04 11.10529(N)    101 13 48.68678(W) AD(       ) 1
 DP0477  NAD 83(1986)-  33 04 11.10597(N)    101 13 48.68451(W) AD(       ) 1
 DP0477  NAD 27      -  33 04 10.75123(N)    101 13 47.21364(W) AD(       ) 1
 DP0477  NGVD 29 (07/19/86)  718.31   (m)         2356.7    (f) LEVELING    3  
 DP0477
 DP0477.Superseded values are not recommended for survey control.
 DP0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0477.See file dsdata.txt to determine how the superseded data were derived.
 DP0477
 DP0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB9180761231(NAD 83)
 DP0477_MARKER: DS = TRIANGULATION STATION DISK
 DP0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0477_SP_SET: CONCRETE POST
 DP0477_STAMPING: JUSTICEBURG 1968
 DP0477_MARK LOGO: CGS   
 DP0477_PROJECTION: FLUSH
 DP0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0477+STABILITY: SURFACE MOTION
 DP0477
 DP0477  HISTORY     - Date     Condition        Report By
 DP0477  HISTORY     - 1968     MONUMENTED       CGS
 DP0477  HISTORY     - 1982     GOOD             NGS
 DP0477  HISTORY     - 1982     GOOD             NGS
 DP0477
 DP0477                          STATION DESCRIPTION
 DP0477
 DP0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0477'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHEAST OF POST AND
 DP0477'2-1/2 MILES NORTHWEST OF JUSTICEBURG ON THE NORTHEAST SIDE OF
 DP0477'U.S. HIGHWAY 84.
 DP0477'
 DP0477'TO REACH THE STATION FROM THE POST OFFICE IN JUSTICEBURG, GO
 DP0477'NORTHWEST ON U.S. HIGHWAY 84 FOR 1.7 MILES TO THE AZIMUTH ON THE
 DP0477'LEFT.  (ABOUT 0.1 MILE SOUTHWEST OF THE HIGHWAY, ALONG THE
 DP0477'RAILROAD.) CONTINUE AHEAD ON THE HIGHWAY FOR 0.7 MILE TO THE
 DP0477'STATION ON THE RIGHT.
 DP0477'
 DP0477'THE STATION MARK IS A STANDARD DISK, STAMPED JUSTICEBURG 1968,
 DP0477'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 DP0477'FLUSH WITH THE GROUND.  IT IS 45 FEET NORTHEAST OF THE CENTER OF
 DP0477'THE NORTHWEST BOUND LANE OF U.S. HIGHWAY 84, 4.5 FEET WEST OF A
 DP0477'METAL WITNESS POST IN THE FENCE LINE AND 2.0 FEET WEST OF THE
 DP0477'FENCE.
 DP0477'
 DP0477'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JUSTICEBURG NO 1
 DP0477'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 DP0477'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 46 FEET NORTHEAST OF
 DP0477'THE CENTER OF THE NORTHWEST BOUND LANE OF THE HIGHWAY, 51 FEET
 DP0477'NORTHWEST OF THE METAL WITNESS POST AND 1 FOOT SOUTHWEST OF
 DP0477'THE FENCE.
 DP0477'
 DP0477'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JUSTICEBURG NO 2
 DP0477'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 DP0477'FLUSH WITH THE GROUND.  IT IS 46 FEET NORTHEAST OF THE CENTER OF
 DP0477'THE NORTHWEST BOUND LANE OF THE HIGHWAY, 38.8 FEET SOUTHEAST OF
 DP0477'THE METAL WITNESS POST AND 1 FOOT SOUTHWEST OF THE FENCE.
 DP0477'
 DP0477'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED B 72
 DP0477'1931, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH
 DP0477'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 49 FEET NORTHEAST OF
 DP0477'THE CENTER OF THE RAILROAD TRACK, 47.5 FEET NORTHWEST OF A
 DP0477'TELEPHONE POLE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST AND
 DP0477'1.2 FEET SOUTHWEST OF THE FENCE.
 DP0477
 DP0477                          STATION RECOVERY (1982)
 DP0477
 DP0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DP0477'THE STATION, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD
 DP0477'CONDITION AS DESCRIBED IN 1968.
 DP0477
 DP0477                          STATION RECOVERY (1982)
 DP0477
 DP0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0477'20.0 KM (12.4 MI) SE FROM POST.
 DP0477'20.0 KM (12.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0477'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 14.4 METERS
 DP0477'(47.2 FT) SOUTHEAST OF REFERENCE MARK 1, 13.7 METERS (44.9 FT)
 DP0477'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DP0477'HIGHWAY AND 0.6 METER (2.0 FT) SOUTHWEST OF A FENCE.
 DP0477'THE MARK IS 1.3 METERS  WNW FROM A WITNESS POST.
 DP0477'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0478 ***********************************************************************
 DP0478  DESIGNATION -  JUSTICEBURG RM 1
 DP0478  PID         -  DP0478
 DP0478  STATE/COUNTY-  TX/GARZA
 DP0478  USGS QUAD   -  JUSTICEBURG (1969)
 DP0478
 DP0478                         *CURRENT SURVEY CONTROL
 DP0478  ___________________________________________________________________
 DP0478* NAD 83(1986)-  33 04 12.     (N)    101 13 49.     (W)     SCALED    
 DP0478* NAVD 88     -       718.940  (meters)    2358.72   (feet)  ADJUSTED  
 DP0478  ___________________________________________________________________
 DP0478  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DP0478  DYNAMIC HT  -         718.034 (meters)    2355.75  (feet)  COMP
 DP0478  MODELED GRAV-     979,353.2   (mgal)                       NAVD 88
 DP0478
 DP0478  VERT ORDER  -  FIRST     CLASS II
 DP0478
 DP0478.The horizontal coordinates were scaled from a topographic map and have
 DP0478.an estimated accuracy of +/- 6 seconds.
 DP0478
 DP0478.The orthometric height was determined by differential leveling
 DP0478.and adjusted by the National Geodetic Survey in June 1991..
 DP0478
 DP0478.The geoid height was determined by GEOID03.
 DP0478
 DP0478.The dynamic height is computed by dividing the NAVD 88
 DP0478.geopotential number by the normal gravity value computed on the
 DP0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0478.degrees latitude (g = 980.6199 gals.).
 DP0478
 DP0478.The modeled gravity was interpolated from observed gravity values.
 DP0478
 DP0478;                    North         East    Units  Estimated Accuracy
 DP0478;SPC TXNC     - 2,158,930.      345,110.      MT  (+/- 180 meters Scaled)
 DP0478
 DP0478                          SUPERSEDED SURVEY CONTROL
 DP0478
 DP0478.No superseded survey control is available for this station.
 DP0478
 DP0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB918612(NAD 83)
 DP0478_MARKER: DR = REFERENCE MARK DISK
 DP0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0478_SP_SET: CONCRETE POST
 DP0478_STAMPING: JUSTICEBURG NO 1 1968
 DP0478_MARK LOGO: CGS   
 DP0478_PROJECTION: PROJECTING 5 CENTIMETERS
 DP0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0478+STABILITY: SURFACE MOTION
 DP0478
 DP0478  HISTORY     - Date     Condition        Report By
 DP0478  HISTORY     - 1968     MONUMENTED       CGS
 DP0478  HISTORY     - 1982     GOOD             NGS
 DP0478
 DP0478                          STATION DESCRIPTION
 DP0478
 DP0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0478'20.0 KM (12.4 MI) SE FROM POST.
 DP0478'20.0 KM (12.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0478'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 14.4 METERS
 DP0478'(47.3 FT) NORTHWEST OF TRIANGULATION STATION JUSTICEBURG, 14.1 METERS
 DP0478'(46.1 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 DP0478'THE HIGHWAY AND 0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.
 DP0478'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0479 ***********************************************************************
 DP0479  DESIGNATION -  JUSTICEBURG RM 2
 DP0479  PID         -  DP0479
 DP0479  STATE/COUNTY-  TX/GARZA
 DP0479  USGS QUAD   -  JUSTICEBURG (1969)
 DP0479
 DP0479                         *CURRENT SURVEY CONTROL
 DP0479  ___________________________________________________________________
 DP0479* NAD 83(1986)-  33 04 10.     (N)    101 13 47.     (W)     SCALED    
 DP0479* NAVD 88     -       718.749  (meters)    2358.10   (feet)  ADJUSTED  
 DP0479  ___________________________________________________________________
 DP0479  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DP0479  DYNAMIC HT  -         717.843 (meters)    2355.12  (feet)  COMP
 DP0479  MODELED GRAV-     979,353.3   (mgal)                       NAVD 88
 DP0479
 DP0479  VERT ORDER  -  FIRST     CLASS II
 DP0479
 DP0479.The horizontal coordinates were scaled from a topographic map and have
 DP0479.an estimated accuracy of +/- 6 seconds.
 DP0479
 DP0479.The orthometric height was determined by differential leveling
 DP0479.and adjusted by the National Geodetic Survey in June 1991..
 DP0479
 DP0479.The geoid height was determined by GEOID03.
 DP0479
 DP0479.The dynamic height is computed by dividing the NAVD 88
 DP0479.geopotential number by the normal gravity value computed on the
 DP0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0479.degrees latitude (g = 980.6199 gals.).
 DP0479
 DP0479.The modeled gravity was interpolated from observed gravity values.
 DP0479
 DP0479;                    North         East    Units  Estimated Accuracy
 DP0479;SPC TXNC     - 2,158,870.      345,160.      MT  (+/- 180 meters Scaled)
 DP0479
 DP0479                          SUPERSEDED SURVEY CONTROL
 DP0479
 DP0479.No superseded survey control is available for this station.
 DP0479
 DP0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB918611(NAD 83)
 DP0479_MARKER: DR = REFERENCE MARK DISK
 DP0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0479_SP_SET: CONCRETE POST
 DP0479_STAMPING: JUSTICEBURG NO 2 1968
 DP0479_MARK LOGO: CGS   
 DP0479_PROJECTION: PROJECTING 5 CENTIMETERS
 DP0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0479+STABILITY: SURFACE MOTION
 DP0479
 DP0479  HISTORY     - Date     Condition        Report By
 DP0479  HISTORY     - 1968     MONUMENTED       CGS
 DP0479  HISTORY     - 1982     GOOD             NGS
 DP0479
 DP0479                          STATION DESCRIPTION
 DP0479
 DP0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0479'20.0 KM (12.4 MI) SE FROM POST.
 DP0479'20.0 KM (12.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0479'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 14.1 METERS
 DP0479'(46.3 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 DP0479'THE HIGHWAY, 13.2 METERS (43.3 FT) SOUTHEAST OF TRIANGULATION STATION
 DP0479'JUSTICEBURG AND 0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.
 DP0479'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0621 ***********************************************************************
 DN0621  DESIGNATION -  JUSTIN
 DN0621  PID         -  DN0621
 DN0621  STATE/COUNTY-  TX/DENTON
 DN0621  USGS QUAD   -  JUSTIN (1978)
 DN0621
 DN0621                         *CURRENT SURVEY CONTROL
 DN0621  ___________________________________________________________________
 DN0621* NAD 83(1986)-  33 05 22.     (N)    097 17 38.     (W)     SCALED    
 DN0621* NAVD 88     -       196.249  (meters)     643.86   (feet)  ADJUSTED  
 DN0621  ___________________________________________________________________
 DN0621  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DN0621  DYNAMIC HT  -         196.021 (meters)     643.11  (feet)  COMP
 DN0621  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 DN0621
 DN0621  VERT ORDER  -  SECOND    CLASS 0
 DN0621
 DN0621.The horizontal coordinates were scaled from a topographic map and have
 DN0621.an estimated accuracy of +/- 6 seconds.
 DN0621
 DN0621.The orthometric height was determined by differential leveling
 DN0621.and adjusted by the National Geodetic Survey in June 1991..
 DN0621
 DN0621.The geoid height was determined by GEOID03.
 DN0621
 DN0621.The dynamic height is computed by dividing the NAVD 88
 DN0621.geopotential number by the normal gravity value computed on the
 DN0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0621.degrees latitude (g = 980.6199 gals.).
 DN0621
 DN0621.The modeled gravity was interpolated from observed gravity values.
 DN0621
 DN0621;                    North         East    Units  Estimated Accuracy
 DN0621;SPC TXNC     - 2,158,420.      712,580.      MT  (+/- 180 meters Scaled)
 DN0621
 DN0621                          SUPERSEDED SURVEY CONTROL
 DN0621
 DN0621  NGVD 29 (??/??/92)  196.216  (m)          643.75   (f) ADJ UNCH    2 0
 DN0621
 DN0621.Superseded values are not recommended for survey control.
 DN0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0621.See file dsdata.txt to determine how the superseded data were derived.
 DN0621
 DN0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB592624(NAD 83)
 DN0621_MARKER: Z = SEE DESCRIPTION
 DN0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0621_SP_SET: DOOR SILL
 DN0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0621
 DN0621  HISTORY     - Date     Condition        Report By
 DN0621  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0621  HISTORY     - 1934     GOOD             NGS
 DN0621  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 DN0621  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0621  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0621
 DN0621                          STATION DESCRIPTION
 DN0621
 DN0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0621'IN JUSTIN.
 DN0621'IN THE CORNER OF THE DOOR SILL OF THE WHITE WAITING ROOM DEPOT.  GULF
 DN0621'COLORADO AND SANTA FE RAILWAY.
 DN0621
 DN0621                          STATION RECOVERY (1995)
 DN0621
 DN0621'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0621'MARK NOT FOUND.
 DN0621
 DN0621                          STATION RECOVERY (1998)
 DN0621
 DN0621'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0621'MARK NOT FOUND.
 DN0621
 DN0621                          STATION RECOVERY (2005)
 DN0621
 DN0621'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1337 ***********************************************************************
 DN1337  DESIGNATION -  JUSTIN MUNICIPAL TANK
 DN1337  PID         -  DN1337
 DN1337  STATE/COUNTY-  TX/DENTON
 DN1337  USGS QUAD   -  JUSTIN (1978)
 DN1337
 DN1337                         *CURRENT SURVEY CONTROL
 DN1337  ___________________________________________________________________
 DN1337* NAD 83(1993)-  33 05 14.00875(N)    097 17 53.84624(W)     ADJUSTED  
 DN1337* NAVD 88     -                                                        
 DN1337  ___________________________________________________________________
 DN1337  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 DN1337  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DN1337
 DN1337  HORZ ORDER  -  THIRD
 DN1337
 DN1337.The horizontal coordinates were established by classical geodetic methods
 DN1337.and adjusted by the National Geodetic Survey in February 1996..
 DN1337
 DN1337
 DN1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1337
 DN1337.The geoid height was determined by GEOID03.
 DN1337
 DN1337;                    North         East     Units Scale Factor Converg.
 DN1337;SPC TXNC     - 2,158,166.937   712,176.256   MT  0.99987281   +0 39 19.5
 DN1337;SPC TXNC     - 7,080,586.03  2,336,531.60   sFT  0.99987281   +0 39 19.5
 DN1337;UTM  14      - 3,662,244.518   658,819.506   MT  0.99991101   +0 55 45.1
 DN1337
 DN1337                          SUPERSEDED SURVEY CONTROL
 DN1337
 DN1337  NAD 83(1993)-  33 05 14.01100(N)    097 17 53.83368(W) AD(       ) 4
 DN1337  NAD 83(1986)-  33 05 14.01309(N)    097 17 53.83122(W) AD(       ) 4
 DN1337  NAD 27      -  33 05 13.57100(N)    097 17 52.76400(W) AD(       ) 3
 DN1337
 DN1337.Superseded values are not recommended for survey control.
 DN1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1337.See file dsdata.txt to determine how the superseded data were derived.
 DN1337
 DN1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB5882062245(NAD 83)
 DN1337_MARKER: 53 = ELEVATED TANK
 DN1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN1337+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 DN1337
 DN1337  HISTORY     - Date     Condition        Report By
 DN1337  HISTORY     - 1935     FIRST OBSERVED   CGS
 DN1337  HISTORY     - 1960     GOOD             CGS
 DN1337  HISTORY     - 19920907 MARK NOT FOUND   USPSQD
 DN1337  HISTORY     - 20050518 GOOD             USPSQD
 DN1337
 DN1337                          STATION DESCRIPTION
 DN1337
 DN1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 DN1337'THIS INTERSECTION STATION IS THE RUSTY-BLACK MUNICIPAL TANK
 DN1337'IN THE VILLAGE OF JUSTIN, TEXAS.  IT IS ON THE W SIDE OF THE
 DN1337'VILLAGE, ABOUT 50 FEET W OF THE CENTER LINE OF COYNE STREET,
 DN1337'ABOUT 175 FEET N OF THE CENTER LINE OF MACON STREET, ABOUT 0.2
 DN1337'MILE W OF THE DALLAS-PONDER ROAD.  THE TANK WAS ERECTED IN
 DN1337'1919.  IT IS NOT ESPECIALLY PROMINENT.  THE TANK HAS FOUR GIRDER
 DN1337'LEGS ABOUT 80 FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD
 DN1337'ABOUT 12 FEET.  THE VERTICAL SECTION IS ABOUT 20 FEET HIGH
 DN1337'AND HAS A CATWALK AND RAIL AROUND ITS BASE.  THE STEEP
 DN1337'CONICAL ROOF IS ABOUT 5 FEET HIGH AND HAS A BALL AT ITS APEX.
 DN1337'THE TOTAL HEIGHT IS ABOUT 105 FEET.
 DN1337
 DN1337                          STATION RECOVERY (1960)
 DN1337
 DN1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 DN1337'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DN1337'
 DN1337'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DN1337
 DN1337                          STATION RECOVERY (1992)
 DN1337
 DN1337'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN1337'MARK NOT FOUND.
 DN1337
 DN1337                          STATION RECOVERY (2005)
 DN1337
 DN1337'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 DN1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0949 ***********************************************************************
 BY0949  DESIGNATION -  K 1
 BY0949  PID         -  BY0949
 BY0949  STATE/COUNTY-  TX/POLK
 BY0949  USGS QUAD   -  WAKEFIELD (1980)
 BY0949
 BY0949                         *CURRENT SURVEY CONTROL
 BY0949  ___________________________________________________________________
 BY0949* NAD 83(1986)-  31 06 32.     (N)    094 48 43.     (W)     SCALED    
 BY0949* NAVD 88     -        69.75   (+/-2cm)     228.8    (feet)  VERTCON   
 BY0949  ___________________________________________________________________
 BY0949  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BY0949
 BY0949  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0949
 BY0949.The horizontal coordinates were scaled from a topographic map and have
 BY0949.an estimated accuracy of +/- 6 seconds.
 BY0949
 BY0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0949.The vertical order pertains to the NGVD 29 superseded value.
 BY0949
 BY0949.The geoid height was determined by GEOID03.
 BY0949
 BY0949;                    North         East    Units  Estimated Accuracy
 BY0949;SPC TX C     - 3,172,950.    1,226,440.      MT  (+/- 180 meters Scaled)
 BY0949
 BY0949                          SUPERSEDED SURVEY CONTROL
 BY0949
 BY0949  NGVD 29 (??/??/92)   69.782  (m)          228.94   (f) ADJ UNCH    2 0
 BY0949
 BY0949.Superseded values are not recommended for survey control.
 BY0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0949.See file dsdata.txt to determine how the superseded data were derived.
 BY0949
 BY0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ272430(NAD 83)
 BY0949_MARKER: DD = SURVEY DISK
 BY0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0949_STAMPING: K 1
 BY0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0949+STABILITY: SURFACE MOTION
 BY0949
 BY0949  HISTORY     - Date     Condition        Report By
 BY0949  HISTORY     - UNK      MONUMENTED       DOD
 BY0949  HISTORY     - 1949     GOOD             NGS
 BY0949  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY0949
 BY0949                          STATION DESCRIPTION
 BY0949
 BY0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0949'1.9 MI NE FROM WAKEFIELD.
 BY0949'0.5 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BY0949'RAILWAY STATION SIGN AT WAKEFIELD, THENCE 0.4 MILE NORTHEAST ALONG A
 BY0949'PAVED ROAD, THENCE 0.1 MILE EAST ALONG A DIRT ROAD, THENCE 0.9 MILE
 BY0949'NORTH ALONG U.S. HIGHWAY NO. 59, ON THE TOP OF THE WEST BANK OF A DEEP
 BY0949'CUT IN THE HIGHWAY, 74.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 BY0949'71.5 FEET NORTHEAST OF AN 8-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 BY0949'EAST SIDE OF THE TREE, 28.0 FEET SOUTHEAST OF AN 8-INCH PINE WITH A
 BY0949'TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE, 62.0 FEET NORTHEAST OF
 BY0949'THE CENTER LINE OF A WOODS ROAD LEADING FROM THE NEW HIGHWAY NORTHWEST
 BY0949'TO THE OLD HIGHWAY, ABOUT 15.0 FEET ABOVE THE HIGHWAY, SET IN THE TOP
 BY0949'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 BY0949
 BY0949                          STATION RECOVERY (1963)
 BY0949
 BY0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0275 ***********************************************************************
 AJ0275  DESIGNATION -  K 1
 AJ0275  PID         -  AJ0275
 AJ0275  STATE/COUNTY-  TX/JIM WELLS
 AJ0275  USGS QUAD   -  ELLA (1963)
 AJ0275
 AJ0275                         *CURRENT SURVEY CONTROL
 AJ0275  ___________________________________________________________________
 AJ0275* NAD 83(1986)-  27 28 10.     (N)    098 05 22.     (W)     SCALED    
 AJ0275* NAVD 88     -        42.36   (+/-2cm)     139.0    (feet)  VERTCON   
 AJ0275  ___________________________________________________________________
 AJ0275  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AJ0275
 AJ0275  VERT ORDER  -  ? (See Below)
 AJ0275
 AJ0275.The horizontal coordinates were scaled from a topographic map and have
 AJ0275.an estimated accuracy of +/- 6 seconds.
 AJ0275
 AJ0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0275.The vertical order pertains to the NGVD 29 superseded value.
 AJ0275
 AJ0275.The geoid height was determined by GEOID03.
 AJ0275
 AJ0275;                    North         East    Units  Estimated Accuracy
 AJ0275;SPC TX S     - 5,199,800.      340,580.      MT  (+/- 180 meters Scaled)
 AJ0275
 AJ0275                          SUPERSEDED SURVEY CONTROL
 AJ0275
 AJ0275  NGVD 29 (??/??/92)   42.460  (m)          139.30   (f) ADJ UNCH    ?  
 AJ0275
 AJ0275.Superseded values are not recommended for survey control.
 AJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0275.See file dsdata.txt to determine how the superseded data were derived.
 AJ0275
 AJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR899387(NAD 83)
 AJ0275_MARKER: DD = SURVEY DISK
 AJ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0275_STAMPING: K-1
 AJ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0275+STABILITY: SURFACE MOTION
 AJ0275
 AJ0275  HISTORY     - Date     Condition        Report By
 AJ0275  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0275  HISTORY     - 1976     GOOD             TXHD
 AJ0275
 AJ0275                          STATION DESCRIPTION
 AJ0275
 AJ0275'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0275'8.9 MI NE FROM PREMONT.
 AJ0275'7.65 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AJ0275'STATION AT PREMONT, THENCE 1.25 MILES EAST ALONG REFINERY ROAD, 1 MILE
 AJ0275'EAST OF THE GATE HOUSE ENTRANCE TO THE KING RANCH, 2 FEET NORTH OF THE
 AJ0275'SOUTH RIGHT-OF-WAY FENCE LINE, 2 FEET NORTH OF A METAL WITNESS AND SET
 AJ0275'IN THE TOP OF CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2330 ***********************************************************************
 CS2330  DESIGNATION -  K 10
 CS2330  PID         -  CS2330
 CS2330  STATE/COUNTY-  TX/PARKER
 CS2330  USGS QUAD   -  ALEDO (1981)
 CS2330
 CS2330                         *CURRENT SURVEY CONTROL
 CS2330  ___________________________________________________________________
 CS2330* NAD 83(1986)-  32 41 45.     (N)    097 36 04.     (W)     SCALED    
 CS2330* NAVD 88     -       271.998  (meters)     892.38   (feet)  ADJUSTED  
 CS2330  ___________________________________________________________________
 CS2330  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CS2330  DYNAMIC HT  -         271.671 (meters)     891.31  (feet)  COMP
 CS2330  MODELED GRAV-     979,431.2   (mgal)                       NAVD 88
 CS2330
 CS2330  VERT ORDER  -  FIRST     CLASS II
 CS2330
 CS2330.The horizontal coordinates were scaled from a topographic map and have
 CS2330.an estimated accuracy of +/- 6 seconds.
 CS2330
 CS2330.The orthometric height was determined by differential leveling
 CS2330.and adjusted by the National Geodetic Survey in June 1991..
 CS2330.WARNING-Repeat measurements at this control monument indicate possible
 CS2330.vertical movement.
 CS2330
 CS2330.The geoid height was determined by GEOID03.
 CS2330
 CS2330.The dynamic height is computed by dividing the NAVD 88
 CS2330.geopotential number by the normal gravity value computed on the
 CS2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2330.degrees latitude (g = 980.6199 gals.).
 CS2330
 CS2330.The modeled gravity was interpolated from observed gravity values.
 CS2330
 CS2330;                    North         East    Units  Estimated Accuracy
 CS2330;SPC TXNC     - 2,114,490.      684,280.      MT  (+/- 180 meters Scaled)
 CS2330
 CS2330                          SUPERSEDED SURVEY CONTROL
 CS2330
 CS2330.No superseded survey control is available for this station.
 CS2330
 CS2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB311184(NAD 83)
 CS2330_MARKER: DB = BENCH MARK DISK
 CS2330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2330_SP_SET: BUILDING
 CS2330_STAMPING: K 10 ELEV 892.098
 CS2330_MARK LOGO: CGS   
 CS2330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2330
 CS2330  HISTORY     - Date     Condition        Report By
 CS2330  HISTORY     - UNK      MONUMENTED       CGS
 CS2330  HISTORY     - 1964     GOOD             NGS
 CS2330  HISTORY     - 1983     GOOD             NGS
 CS2330  HISTORY     - 19970524 GOOD             USPSQD
 CS2330  HISTORY     - 20041023 GOOD             USPSQD
 CS2330  HISTORY     - 20051119 GOOD             USPSQD
 CS2330
 CS2330                          STATION DESCRIPTION
 CS2330
 CS2330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2330'IN ALEDO.
 CS2330'AT ALEDO, IN THE LIMESTONE BUILDING OCCUPIED BY THE H.M. WILEY GROCERY
 CS2330'STORE, ABOUT 200 FEET NORTHEAST OF THE RAILROAD STATION, 44 FEET NORTH
 CS2330'OF THE CENTER LINE OF THE MAIN STREET, 21 FEET EAST OF THE MAIN
 CS2330'ENTRANCE TO THE GROCERY STORE, 5 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 CS2330'A BRONZE DISK SET VERTICALLY IN THE EAST FACE OF THE DOOR WAY OF A
 CS2330'LIMESTONE BUILDING.  NOTE-- THE POST OFFICE IS ABOUT 100 FEET EAST OF
 CS2330'THE BENCH MARK.
 CS2330
 CS2330                          STATION RECOVERY (1983)
 CS2330
 CS2330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2330'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ALEDO, AT
 CS2330'THE INTERSECTION OF FARM ROAD 5 AND THE MISSOURI PACIFIC RAILROAD, SET
 CS2330'VERTICALLY IN THE SOUTHEAST FACE OF THE ENTRANCE TO THE TRUE VALUE
 CS2330'HARDWARE STORE, 29.9 METERS (98.1 FT) NORTHEAST OF THE NEAR RAIL, 8.5
 CS2330'METERS (27.9 FT) SOUTHEAST OF THE CENTER OF THE FARM ROAD, 13.4 METERS
 CS2330'(44.0 FT) NORTHEAST OF THE CENTER OF A STREET AND 1.0 METER (3.3 FT)
 CS2330'NORTHWEST OF THE CENTER OF THE STORE ENTRANCE.
 CS2330'THE MARK IS 1.4 M ABOVE A SIDEWALK.
 CS2330
 CS2330                          STATION RECOVERY (1997)
 CS2330
 CS2330'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2330'RECOVERED IN GOOD CONDITION.
 CS2330
 CS2330                          STATION RECOVERY (2004)
 CS2330
 CS2330'RECOVERY NOTE BY US POWER SQUADRON 2004 (TGC)
 CS2330'RECOVERED IN GOOD CONDITION.
 CS2330
 CS2330                          STATION RECOVERY (2005)
 CS2330
 CS2330'RECOVERY NOTE BY US POWER SQUADRON 2005 (JSC)
 CS2330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0419 ***********************************************************************
 BY0419  DESIGNATION -  K 100
 BY0419  PID         -  BY0419
 BY0419  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0419  USGS QUAD   -  BUCK BAY (1984)
 BY0419
 BY0419                         *CURRENT SURVEY CONTROL
 BY0419  ___________________________________________________________________
 BY0419* NAD 83(1986)-  31 07 41.     (N)    094 03 42.     (W)     SCALED    
 BY0419* NAVD 88     -        35.38   (+/-2cm)     116.1    (feet)  VERTCON   
 BY0419  ___________________________________________________________________
 BY0419  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BY0419
 BY0419  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0419
 BY0419.The horizontal coordinates were scaled from a topographic map and have
 BY0419.an estimated accuracy of +/- 6 seconds.
 BY0419
 BY0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0419.The vertical order pertains to the NGVD 29 superseded value.
 BY0419
 BY0419.The geoid height was determined by GEOID03.
 BY0419
 BY0419;                    North         East    Units  Estimated Accuracy
 BY0419;SPC TX C     - 3,178,860.    1,297,780.      MT  (+/- 180 meters Scaled)
 BY0419
 BY0419                          SUPERSEDED SURVEY CONTROL
 BY0419
 BY0419  NGVD 29 (??/??/92)   35.390  (m)          116.11   (f) ADJ UNCH    2 0
 BY0419
 BY0419.Superseded values are not recommended for survey control.
 BY0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0419.See file dsdata.txt to determine how the superseded data were derived.
 BY0419
 BY0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ987442(NAD 83)
 BY0419_MARKER: DB = BENCH MARK DISK
 BY0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0419_STAMPING: K 100 1952
 BY0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0419+STABILITY: SURFACE MOTION
 BY0419
 BY0419  HISTORY     - Date     Condition        Report By
 BY0419  HISTORY     - 1952     MONUMENTED       CGS
 BY0419
 BY0419                          STATION DESCRIPTION
 BY0419
 BY0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0419'4.85 MI SW FROM BROOKELAND.
 BY0419'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0419'BROOKELAND, THENCE 3.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 88
 BY0419'FEET EAST OF THE SOUTHEAST CORNER OF A SMALL BRIDGE, 59 FEET SOUTHEAST
 BY0419'OF THE CENTER LINE OF THE GRADED DIRT ROAD, 13 FEET WEST OF THE CENTER
 BY0419'LINE OF A DIM WOODS ROAD, 12 FEET NORTHEAST OF A 16 INCH GUM TREE, 1.4
 BY0419'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 BY0419'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1031 ***********************************************************************
 AY1031  DESIGNATION -  K 1000
 AY1031  PID         -  AY1031
 AY1031  STATE/COUNTY-  TX/BEXAR
 AY1031  USGS QUAD   -  HELOTES (1992)
 AY1031
 AY1031                         *CURRENT SURVEY CONTROL
 AY1031  ___________________________________________________________________
 AY1031* NAD 83(1986)-  29 37 07.     (N)    098 44 16.     (W)     SCALED    
 AY1031* NAVD 88     -       377.789  (meters)    1239.46   (feet)  POSTED    
 AY1031  ___________________________________________________________________
 AY1031  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AY1031  DYNAMIC HT  -         377.230 (meters)    1237.63  (feet)  COMP
 AY1031  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 AY1031
 AY1031  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY1031
 AY1031.The horizontal coordinates were scaled from a topographic map and have
 AY1031.an estimated accuracy of +/- 6 seconds.
 AY1031
 AY1031.The orthometric height was determined by differential leveling
 AY1031.and adjusted by the National Geodetic Survey in 1992..
 AY1031.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY1031.rate of 2.1 thru 3.0 mm/km.
 AY1031
 AY1031.The geoid height was determined by GEOID03.
 AY1031
 AY1031.The dynamic height is computed by dividing the NAVD 88
 AY1031.geopotential number by the normal gravity value computed on the
 AY1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1031.degrees latitude (g = 980.6199 gals.).
 AY1031
 AY1031.The modeled gravity was interpolated from observed gravity values.
 AY1031
 AY1031;                    North         East    Units  Estimated Accuracy
 AY1031;SPC TXSC     - 4,197,890.      625,390.      MT  (+/- 180 meters Scaled)
 AY1031
 AY1031                          SUPERSEDED SURVEY CONTROL
 AY1031
 AY1031  NGVD 29 (??/??/92)  377.683  (m)         1239.12   (f) ADJ UNCH    2 0
 AY1031
 AY1031.Superseded values are not recommended for survey control.
 AY1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1031.See file dsdata.txt to determine how the superseded data were derived.
 AY1031
 AY1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT253765(NAD 83)
 AY1031_MARKER: DB = BENCH MARK DISK
 AY1031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1031_SP_SET: BRIDGE
 AY1031_STAMPING: K 1000 1953
 AY1031_MARK LOGO: CGS   
 AY1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1031
 AY1031  HISTORY     - Date     Condition        Report By
 AY1031  HISTORY     - 1953     MONUMENTED       CGS
 AY1031  HISTORY     - 19771213 GOOD             NGS
 AY1031  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1031  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1031
 AY1031                          STATION DESCRIPTION
 AY1031
 AY1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1031'4.5 MI NW FROM HELOTES.
 AY1031'4.5 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1031'HELOTES, 13 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AY1031'TOP OF THE WEST END OF THE NORTH GUARD RAIL OF A SMALL CONCRETE
 AY1031'BRIDGE, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AY1031
 AY1031                          STATION RECOVERY (1977)
 AY1031
 AY1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AY1031'RECOVERED IN GOOD CONDITION.
 AY1031
 AY1031                          STATION RECOVERY (1990)
 AY1031
 AY1031'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1031'MARK NOT FOUND.
 AY1031
 AY1031                          STATION RECOVERY (2002)
 AY1031
 AY1031'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2139 ***********************************************************************
 AY2139  DESIGNATION -  K 1000 RESET
 AY2139  PID         -  AY2139
 AY2139  STATE/COUNTY-  TX/BEXAR
 AY2139  USGS QUAD   -  HELOTES (1992)
 AY2139
 AY2139                         *CURRENT SURVEY CONTROL
 AY2139  ___________________________________________________________________
 AY2139* NAD 83(1986)-  29 37 07.     (N)    098 44 16.     (W)     SCALED    
 AY2139* NAVD 88     -       376.32   (+/-2cm)    1234.6    (feet)  VERTCON   
 AY2139  ___________________________________________________________________
 AY2139  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AY2139
 AY2139  VERT ORDER  -  THIRD (See Below)
 AY2139
 AY2139.The horizontal coordinates were scaled from a topographic map and have
 AY2139.an estimated accuracy of +/- 6 seconds.
 AY2139
 AY2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2139.The vertical order pertains to the NGVD 29 superseded value.
 AY2139
 AY2139.The geoid height was determined by GEOID03.
 AY2139
 AY2139;                    North         East    Units  Estimated Accuracy
 AY2139;SPC TXSC     - 4,197,890.      625,390.      MT  (+/- 180 meters Scaled)
 AY2139
 AY2139                          SUPERSEDED SURVEY CONTROL
 AY2139
 AY2139  NGVD 29 (01/29/03)  376.21   (m)         1234.3    (f) RESET       3  
 AY2139
 AY2139.Superseded values are not recommended for survey control.
 AY2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2139.See file dsdata.txt to determine how the superseded data were derived.
 AY2139
 AY2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT253765(NAD 83)
 AY2139_MARKER: DB = BENCH MARK DISK
 AY2139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY2139_SP_SET: HEADWALL
 AY2139_STAMPING: K 1000 RESET 1977
 AY2139_MARK LOGO: NGS   
 AY2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2139+STABILITY: SURFACE MOTION
 AY2139
 AY2139  HISTORY     - Date     Condition        Report By
 AY2139  HISTORY     - 1978     MONUMENTED       NGS
 AY2139  HISTORY     - 19860901 GOOD             USGS
 AY2139  HISTORY     - 19950608 GOOD             USPSQD
 AY2139
 AY2139                          STATION DESCRIPTION
 AY2139
 AY2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AY2139'FROM THE JUNCTION OF STATE HIGHWAY 16 AND FARM ROAD 1560 AT HELOTES,
 AY2139'80 NORTHWEST ON STATE HIGHWAY 16 FOR 5.6 MI (9.0 KM) TO A LARGE
 AY2139'CONCRETE CULVERT AND MARK ON THE LEFT.
 AY2139'OF THE SOUTHEAST TRAFFIC
 AY2139'LANE OF STATE HIGHWAY 16. 48 FT (14.6 M) SOUTHWEST OF THE CENTER LINE
 AY2139'OF THE SOUTHEAST TRAFFIC LANE, ITS A 6 CHANNEL CULVERT AND MARK IS
 AY2139'ABOUT 6 FT (1.8 M) LOWER IN ELEVATION THAN ROADBED.
 AY2139
 AY2139                          STATION RECOVERY (1986)
 AY2139
 AY2139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RB)
 AY2139'RECOVERED IN GOOD CONDITION.
 AY2139
 AY2139                          STATION RECOVERY (1995)
 AY2139
 AY2139'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY2139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0104 ***********************************************************************
 AY0104  DESIGNATION -  K 1001
 AY0104  PID         -  AY0104
 AY0104  STATE/COUNTY-  TX/BEXAR
 AY0104  USGS QUAD   -  LONGHORN (1992)
 AY0104
 AY0104                         *CURRENT SURVEY CONTROL
 AY0104  ___________________________________________________________________
 AY0104* NAD 83(1986)-  29 34 14.     (N)    098 28 48.     (W)     SCALED    
 AY0104* NAVD 88     -       267.175  (meters)     876.56   (feet)  POSTED    
 AY0104  ___________________________________________________________________
 AY0104  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AY0104  DYNAMIC HT  -         266.790 (meters)     875.29  (feet)  COMP
 AY0104  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY0104
 AY0104  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0104
 AY0104.The horizontal coordinates were scaled from a topographic map and have
 AY0104.an estimated accuracy of +/- 6 seconds.
 AY0104
 AY0104.The orthometric height was determined by differential leveling
 AY0104.and adjusted by the National Geodetic Survey in 1992..
 AY0104.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0104.rate of 1.1 thru 2.0 mm/km.
 AY0104
 AY0104.The geoid height was determined by GEOID03.
 AY0104
 AY0104.The dynamic height is computed by dividing the NAVD 88
 AY0104.geopotential number by the normal gravity value computed on the
 AY0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0104.degrees latitude (g = 980.6199 gals.).
 AY0104
 AY0104.The modeled gravity was interpolated from observed gravity values.
 AY0104
 AY0104;                    North         East    Units  Estimated Accuracy
 AY0104;SPC TXSC     - 4,192,640.      650,380.      MT  (+/- 180 meters Scaled)
 AY0104
 AY0104                          SUPERSEDED SURVEY CONTROL
 AY0104
 AY0104  NGVD 29 (??/??/92)  267.048  (m)          876.14   (f) ADJ UNCH    1 2
 AY0104
 AY0104.Superseded values are not recommended for survey control.
 AY0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0104.See file dsdata.txt to determine how the superseded data were derived.
 AY0104
 AY0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT503713(NAD 83)
 AY0104_MARKER: DB = BENCH MARK DISK
 AY0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0104_SP_SET: CULVERT
 AY0104_STAMPING: K 1001 1953
 AY0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0104
 AY0104  HISTORY     - Date     Condition        Report By
 AY0104  HISTORY     - 1953     MONUMENTED       CGS
 AY0104  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0104  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0104
 AY0104                          STATION DESCRIPTION
 AY0104
 AY0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0104'0.45 MI N FROM SAN ANTONIO.
 AY0104'0.45 MILE NORTH ALONG U.S. HIGHWAY 281 FROM ITS JUNCTION WITH BITTERS
 AY0104'ROAD AT SAN ANTONIO, 95 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 AY0104'DRIVEWAY LEADING EAST, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AY0104'SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE
 AY0104'CULVERT.
 AY0104
 AY0104                          STATION RECOVERY (1967)
 AY0104
 AY0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0104'MARK NOT FOUND.
 AY0104
 AY0104                          STATION RECOVERY (1995)
 AY0104
 AY0104'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0126 ***********************************************************************
 AY0126  DESIGNATION -  K 1002
 AY0126  PID         -  AY0126
 AY0126  STATE/COUNTY-  TX/BEXAR
 AY0126  USGS QUAD   -  SCHERTZ (1992)
 AY0126
 AY0126                         *CURRENT SURVEY CONTROL
 AY0126  ___________________________________________________________________
 AY0126* NAD 83(1986)-  29 32 03.     (N)    098 20 44.     (W)     SCALED    
 AY0126* NAVD 88     -       254.019  (meters)     833.39   (feet)  POSTED    
 AY0126  ___________________________________________________________________
 AY0126  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 AY0126  DYNAMIC HT  -         253.650 (meters)     832.18  (feet)  COMP
 AY0126  MODELED GRAV-     979,179.5   (mgal)                       NAVD 88
 AY0126
 AY0126  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0126
 AY0126.The horizontal coordinates were scaled from a topographic map and have
 AY0126.an estimated accuracy of +/- 6 seconds.
 AY0126
 AY0126.The orthometric height was determined by differential leveling
 AY0126.and adjusted by the National Geodetic Survey in 1992..
 AY0126.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0126.rate of 0.0 thru 1.0 mm/km.
 AY0126
 AY0126.The geoid height was determined by GEOID03.
 AY0126
 AY0126.The dynamic height is computed by dividing the NAVD 88
 AY0126.geopotential number by the normal gravity value computed on the
 AY0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0126.degrees latitude (g = 980.6199 gals.).
 AY0126
 AY0126.The modeled gravity was interpolated from observed gravity values.
 AY0126
 AY0126;                    North         East    Units  Estimated Accuracy
 AY0126;SPC TXSC     - 4,188,680.      663,430.      MT  (+/- 180 meters Scaled)
 AY0126
 AY0126                          SUPERSEDED SURVEY CONTROL
 AY0126
 AY0126  NGVD 29 (??/??/92)  253.904  (m)          833.02   (f) ADJ UNCH    1 2
 AY0126
 AY0126.Superseded values are not recommended for survey control.
 AY0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0126.See file dsdata.txt to determine how the superseded data were derived.
 AY0126
 AY0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT634673(NAD 83)
 AY0126_MARKER: DB = BENCH MARK DISK
 AY0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0126_STAMPING: K 1002 1953
 AY0126_MARK LOGO: CGS   
 AY0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0126+STABILITY: SURFACE MOTION
 AY0126
 AY0126  HISTORY     - Date     Condition        Report By
 AY0126  HISTORY     - 1953     MONUMENTED       CGS
 AY0126  HISTORY     - 1980     GOOD             NGS
 AY0126  HISTORY     - 19870304 MARK NOT FOUND   USGS
 AY0126  HISTORY     - 1988     GOOD             USPSQD
 AY0126  HISTORY     - 1989     GOOD             USPSQD
 AY0126  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY0126
 AY0126                          STATION DESCRIPTION
 AY0126
 AY0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0126'5.8 MI E FROM SAN ANTONIO.
 AY0126'3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 81 FROM THE OVERPASS OF THE
 AY0126'MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS AT SAN ANTONIO, THENCE
 AY0126'1.4 MILES SOUTHEAST ALONG EPPERWEIN ROAD, THENCE 0.8 MILE SOUTHWEST
 AY0126'ALONG MILLER ROAD, 30 FEET SOUTHEAST OF THE CENTER LINE OF MILLER
 AY0126'ROAD, 20 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 8
 AY0126'FEET SOUTHWEST OF A POWER POLE, 2 FEET NORTHWEST OF A FENCE, 2.8 FEET
 AY0126'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0126'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0126
 AY0126                          STATION RECOVERY (1980)
 AY0126
 AY0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0126'RECOVERED IN GOOD CONDITION.
 AY0126
 AY0126                          STATION RECOVERY (1987)
 AY0126
 AY0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0126'MARK NOT FOUND.
 AY0126
 AY0126                          STATION RECOVERY (1988)
 AY0126
 AY0126'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0126'RECOVERED IN GOOD CONDITION.
 AY0126
 AY0126                          STATION RECOVERY (1989)
 AY0126
 AY0126'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0126'RECOVERED IN GOOD CONDITION.
 AY0126
 AY0126                          STATION RECOVERY (1999)
 AY0126
 AY0126'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0600 ***********************************************************************
 AY0600  DESIGNATION -  K 1003
 AY0600  PID         -  AY0600
 AY0600  STATE/COUNTY-  TX/BEXAR
 AY0600  USGS QUAD   -  MARTINEZ (1992)
 AY0600
 AY0600                         *CURRENT SURVEY CONTROL
 AY0600  ___________________________________________________________________
 AY0600* NAD 83(1986)-  29 26 36.     (N)    098 19 20.     (W)     SCALED    
 AY0600* NAVD 88     -       193.491  (meters)     634.81   (feet)  ADJUSTED  
 AY0600  ___________________________________________________________________
 AY0600  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AY0600  DYNAMIC HT  -         193.209 (meters)     633.89  (feet)  COMP
 AY0600  MODELED GRAV-     979,185.3   (mgal)                       NAVD 88
 AY0600
 AY0600  VERT ORDER  -  FIRST     CLASS II
 AY0600
 AY0600.The horizontal coordinates were scaled from a topographic map and have
 AY0600.an estimated accuracy of +/- 6 seconds.
 AY0600
 AY0600.The orthometric height was determined by differential leveling
 AY0600.and adjusted by the National Geodetic Survey in June 1991..
 AY0600
 AY0600.The geoid height was determined by GEOID03.
 AY0600
 AY0600.The dynamic height is computed by dividing the NAVD 88
 AY0600.geopotential number by the normal gravity value computed on the
 AY0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0600.degrees latitude (g = 980.6199 gals.).
 AY0600
 AY0600.The modeled gravity was interpolated from observed gravity values.
 AY0600
 AY0600;                    North         East    Units  Estimated Accuracy
 AY0600;SPC TXSC     - 4,178,620.      665,750.      MT  (+/- 180 meters Scaled)
 AY0600
 AY0600                          SUPERSEDED SURVEY CONTROL
 AY0600
 AY0600  NGVD 29 (??/??/92)  193.390  (m)          634.48   (f) ADJ UNCH    1 2
 AY0600
 AY0600.Superseded values are not recommended for survey control.
 AY0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0600.See file dsdata.txt to determine how the superseded data were derived.
 AY0600
 AY0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT657572(NAD 83)
 AY0600_MARKER: DB = BENCH MARK DISK
 AY0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0600_STAMPING: K 1003 1953
 AY0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0600+STABILITY: SURFACE MOTION
 AY0600
 AY0600  HISTORY     - Date     Condition        Report By
 AY0600  HISTORY     - 1953     MONUMENTED       CGS
 AY0600  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0600
 AY0600                          STATION DESCRIPTION
 AY0600
 AY0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0600'11.6 MI E FROM SAN ANTONIO.
 AY0600'10.5 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AY0600'RAILROAD STATION AT SAN ANTONIO, THENCE 1.1 MILES SOUTH ALONG FARM
 AY0600'ROAD 1516.  0.3 MILE SOUTH OF A ROAD LEADING EAST, 0.2 MILE NORTHEAST
 AY0600'OF A WHITE FARMHOUSE, 39 FEET WEST OF THE CENTER LINE OF THE FARM
 AY0600'ROAD, 15 FEET SOUTH OF A TELEPHONE POLE, 2 FEET EAST OF A FENCE, 3.5
 AY0600'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0600'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0600
 AY0600                          STATION RECOVERY (1999)
 AY0600
 AY0600'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3618 ***********************************************************************
 AW3618  DESIGNATION -  K 1006
 AW3618  PID         -  AW3618
 AW3618  STATE/COUNTY-  TX/HARRIS
 AW3618  USGS QUAD   -  PASADENA (1995)
 AW3618
 AW3618                         *CURRENT SURVEY CONTROL
 AW3618  ___________________________________________________________________
 AW3618* NAD 83(1986)-  29 44 57.     (N)    095 10 09.     (W)     SCALED    
 AW3618* NAVD 88     -         3.88   (+/-2cm)      12.7    (feet)  VERTCON   
 AW3618  ___________________________________________________________________
 AW3618  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3618
 AW3618  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3618
 AW3618.The horizontal coordinates were scaled from a topographic map and have
 AW3618.an estimated accuracy of +/- 6 seconds.
 AW3618
 AW3618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3618.The vertical order pertains to the NGVD 29 superseded value.
 AW3618
 AW3618.The geoid height was determined by GEOID03.
 AW3618
 AW3618;                    North         East    Units  Estimated Accuracy
 AW3618;SPC TXSC     - 4,218,390.      970,440.      MT  (+/- 180 meters Scaled)
 AW3618
 AW3618                          SUPERSEDED SURVEY CONTROL
 AW3618
 AW3618  NGVD 29 (??/??/92)    3.880  (m)           12.73   (f) ADJ UNCH    1 2
 AW3618
 AW3618.Superseded values are not recommended for survey control.
 AW3618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3618.See file dsdata.txt to determine how the superseded data were derived.
 AW3618
 AW3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN902929(NAD 83)
 AW3618_MARKER: DB = BENCH MARK DISK
 AW3618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3618_SP_SET: BULKHEAD
 AW3618_STAMPING: K 1006 1953
 AW3618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3618
 AW3618  HISTORY     - Date     Condition        Report By
 AW3618  HISTORY     - 1953     MONUMENTED       CGS
 AW3618  HISTORY     - 1964     GOOD             NGS
 AW3618
 AW3618                          STATION DESCRIPTION
 AW3618
 AW3618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3618'3.6 MI NE FROM PASADENA.
 AW3618'ABOUT 0.7 MILE NORTH ALONG FEDERAL ROAD FROM THE NORTH END OF THE
 AW3618'WASHBURN TUNNEL AT PASADENA, THENCE 1.1 MILES NORTHEAST ALONG A
 AW3618'PRIVATE PAVED ROAD THROUGH THE WARREN PETROLEUM COMPANY AND HESS
 AW3618'TERMINAL COMPANY PROPERTY, THENCE 1.0 MILE NORTHEAST ALONG THE HOUSTON
 AW3618'SHIP CHANNEL THROUGH THE SHEFFIELD STEEL COMPANY, THENCE 0.25 MILE
 AW3618'NORTHEAST ALONG THE CHANNEL TO THE TODD SHIPYARD COMPANY PROPERTY,
 AW3618'THENCE 0.55 MILE EAST ALONG A PAVED ROAD THROUGH THE SHIPYARD, ABOUT
 AW3618'0.45 MILE SOUTHWEST OF BENCH MARK J 1188 1964 AT THE HARRIS COUNTY
 AW3618'BULK HANDLING PLANT, 78 FEET NORTHWEST OF THE NORTHWEST STEEL LEG OF
 AW3618'THE MORE EASTERLY OF TWO STEEL LIGHT TOWERS, 7 FEET WEST OF A
 AW3618'90-DEGREE ANGLE IN A BULKHEAD, AND SET IN THE TOP OF THE CONCRETE
 AW3618'BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1897 ***********************************************************************
 AW1897  DESIGNATION -  K 1008 RESET
 AW1897  PID         -  AW1897
 AW1897  STATE/COUNTY-  TX/HARRIS
 AW1897  USGS QUAD   -  WARREN LAKE (1980)
 AW1897
 AW1897                         *CURRENT SURVEY CONTROL
 AW1897  ___________________________________________________________________
 AW1897* NAD 83(1986)-  29 52 31.     (N)    095 48 25.     (W)     SCALED    
 AW1897* NAVD 88     -        48.075  (meters)     157.73   (feet)  ADJUSTED  
 AW1897  ___________________________________________________________________
 AW1897  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AW1897  DYNAMIC HT  -          48.010 (meters)     157.51  (feet)  COMP
 AW1897  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 AW1897
 AW1897  VERT ORDER  -  FIRST     CLASS II
 AW1897
 AW1897.The horizontal coordinates were scaled from a topographic map and have
 AW1897.an estimated accuracy of +/- 6 seconds.
 AW1897
 AW1897.The orthometric height was determined by differential leveling
 AW1897.and adjusted by the National Geodetic Survey in June 1991..
 AW1897
 AW1897.The geoid height was determined by GEOID03.
 AW1897
 AW1897.The dynamic height is computed by dividing the NAVD 88
 AW1897.geopotential number by the normal gravity value computed on the
 AW1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1897.degrees latitude (g = 980.6199 gals.).
 AW1897
 AW1897.The modeled gravity was interpolated from observed gravity values.
 AW1897
 AW1897;                    North         East    Units  Estimated Accuracy
 AW1897;SPC TXSC     - 4,230,520.      908,400.      MT  (+/- 180 meters Scaled)
 AW1897
 AW1897                          SUPERSEDED SURVEY CONTROL
 AW1897
 AW1897  NGVD 29 (12/23/87)   48.066  (m)          157.70   (f) ADJUSTED    1 2
 AW1897
 AW1897.Superseded values are not recommended for survey control.
 AW1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1897.See file dsdata.txt to determine how the superseded data were derived.
 AW1897
 AW1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP288082(NAD 83)
 AW1897_MARKER: DB = BENCH MARK DISK
 AW1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1897_SP_SET: CONCRETE POST
 AW1897_STAMPING: K 1008 RESET 1967
 AW1897_MARK LOGO: CGS   
 AW1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1897+STABILITY: SURFACE MOTION
 AW1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1897+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AW1897
 AW1897  HISTORY     - Date     Condition        Report By
 AW1897  HISTORY     - 1967     MONUMENTED       CGS
 AW1897  HISTORY     - 1978     GOOD             NGS
 AW1897  HISTORY     - 1986     GOOD             NGS
 AW1897  HISTORY     - 19870710 GOOD             NGS
 AW1897  HISTORY     - 20041011 GOOD             USPSQD
 AW1897  HISTORY     - 20051026 GOOD             USPSQD
 AW1897
 AW1897                          STATION DESCRIPTION
 AW1897
 AW1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AW1897'7.2 MI N FROM KATY.
 AW1897'ABOUT 0.2 MILE WEST FROM THE POST OFFICE IN KATY TO D-AVENUE, THENCE
 AW1897'1.9 MILES NORTH ALONG D-AVENUE, THENCE 4.1 MILES NORTH ALONG THE
 AW1897'KATY-HOCKLEY ROAD, THENCE 1.0 MILE EAST ALONG F.M. HIGHWAY 529 TO SITE
 AW1897'OF BENCH MARK, 150 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 34
 AW1897'FEET EAST OF THE CENTER LINE OF THE KATY-HKLY-CUTO ROAD, 7 FEET
 AW1897'SOUTHEAST OF A CORNER FENCE POST, 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY
 AW1897'FENCE, 1 FOOT EAST OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY
 AW1897'DEPARTMENT STATION 753 + 73.  A C AND GS BENCH MARK DISK, SET IN A 12
 AW1897'X 12 IN. CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF
 AW1897'GROUND.
 AW1897
 AW1897                          STATION RECOVERY (1978)
 AW1897
 AW1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1897'RECOVERED IN GOOD CONDITION.
 AW1897
 AW1897                          STATION RECOVERY (1986)
 AW1897
 AW1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1897'RECOVERED IN GOOD CONDITION.
 AW1897
 AW1897                          STATION RECOVERY (1987)
 AW1897
 AW1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (WVM)
 AW1897'RECOVERED IN GOOD CONDITION.
 AW1897
 AW1897                          STATION RECOVERY (2004)
 AW1897
 AW1897'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1897'METAL WITNESS POST STILL GOOD.
 AW1897
 AW1897                          STATION RECOVERY (2005)
 AW1897
 AW1897'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1897'FOUND AS DESCRIBED. WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0106 ***********************************************************************
 BL0106  DESIGNATION -  K 101
 BL0106  PID         -  BL0106
 BL0106  STATE/COUNTY-  TX/JASPER
 BL0106  USGS QUAD   -  JASPER WEST (1984)
 BL0106
 BL0106                         *CURRENT SURVEY CONTROL
 BL0106  ___________________________________________________________________
 BL0106* NAD 83(1986)-  30 55 33.     (N)    094 06 53.     (W)     SCALED    
 BL0106* NAVD 88     -        57.53   (+/-2cm)     188.7    (feet)  VERTCON   
 BL0106  ___________________________________________________________________
 BL0106  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BL0106
 BL0106  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0106
 BL0106.The horizontal coordinates were scaled from a topographic map and have
 BL0106.an estimated accuracy of +/- 6 seconds.
 BL0106
 BL0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0106.The vertical order pertains to the NGVD 29 superseded value.
 BL0106
 BL0106.The geoid height was determined by GEOID03.
 BL0106
 BL0106;                    North         East    Units  Estimated Accuracy
 BL0106;SPC TX C     - 3,156,190.    1,293,980.      MT  (+/- 180 meters Scaled)
 BL0106
 BL0106                          SUPERSEDED SURVEY CONTROL
 BL0106
 BL0106  NGVD 29 (??/??/92)   57.532  (m)          188.75   (f) ADJ UNCH    2 0
 BL0106
 BL0106.Superseded values are not recommended for survey control.
 BL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0106.See file dsdata.txt to determine how the superseded data were derived.
 BL0106
 BL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ934219(NAD 83)
 BL0106_MARKER: DB = BENCH MARK DISK
 BL0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0106_STAMPING: K 101 1952
 BL0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0106+STABILITY: SURFACE MOTION
 BL0106
 BL0106  HISTORY     - Date     Condition        Report By
 BL0106  HISTORY     - 1952     MONUMENTED       CGS
 BL0106  HISTORY     - 1978     GOOD             USGS
 BL0106
 BL0106                          STATION DESCRIPTION
 BL0106
 BL0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0106'6.6 MI W FROM JASPER.
 BL0106'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0106'THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 63, AT THE W.A. HARVEY
 BL0106'GROCERY STORE, 138 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 BL0106'NEDVILLE BAPTIST CHURCH, 40 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 BL0106'GROCERY STORE, 37 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 22.3
 BL0106'FEET SOUTHWEST OF A LONE 8 INCH CEDAR TREE, 7 FEET EAST OF A LONE 3
 BL0106'INCH MAGNOLIA TREE, 13 FEET SOUTHWEST OF A FENCE CORNER, SET IN THE
 BL0106'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL0106
 BL0106                          STATION RECOVERY (1978)
 BL0106
 BL0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0106'6.5 MILES WEST ON FARM ROAD 2799 FROM THE HIGH SCHOOL AT JASPER,
 BL0106'THENCE 600 FEET NORTH ALONG FARM ROAD 1747, 138 FEET NORTHWEST OF THE
 BL0106'NORTHWEST CORNER OF THE NEDVILLE BAPTIST CHURCH, 37 FEET EAST OF THE
 BL0106'CENTERLINE OF THE HIGHWAY, 14.5 FEET SOUTHWEST OF A FENCE CORNER, 6.4
 BL0106'FEET EAST OF A 14 INCH MAGNOLIA TREE, SET IN THE TOP OF A CONCRETE
 BL0106'POST PROJECTING ABOUT 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1603 ***********************************************************************
 BL1603  DESIGNATION -  K 1010
 BL1603  PID         -  BL1603
 BL1603  STATE/COUNTY-  TX/HARRIS
 BL1603  USGS QUAD   -  ROSE HILL (1980)
 BL1603
 BL1603                         *CURRENT SURVEY CONTROL
 BL1603  ___________________________________________________________________
 BL1603* NAD 83(1986)-  30 05 25.     (N)    095 37 46.     (W)     SCALED    
 BL1603* NAVD 88     -        58.62   (+/-2cm)     192.3    (feet)  VERTCON   
 BL1603  ___________________________________________________________________
 BL1603  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL1603
 BL1603  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1603
 BL1603.The horizontal coordinates were scaled from a topographic map and have
 BL1603.an estimated accuracy of +/- 6 seconds.
 BL1603
 BL1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1603.The vertical order pertains to the NGVD 29 superseded value.
 BL1603
 BL1603.The geoid height was determined by GEOID03.
 BL1603
 BL1603;                    North         East    Units  Estimated Accuracy
 BL1603;SPC TXSC     - 4,254,820.      924,860.      MT  (+/- 180 meters Scaled)
 BL1603
 BL1603                          SUPERSEDED SURVEY CONTROL
 BL1603
 BL1603  NGVD 29 (??/??/92)   58.614  (m)          192.30   (f) ADJ UNCH    2 0
 BL1603
 BL1603.Superseded values are not recommended for survey control.
 BL1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1603.See file dsdata.txt to determine how the superseded data were derived.
 BL1603
 BL1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP465317(NAD 83)
 BL1603_MARKER: DB = BENCH MARK DISK
 BL1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1603_STAMPING: K 1010 1954
 BL1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1603+STABILITY: SURFACE MOTION
 BL1603
 BL1603  HISTORY     - Date     Condition        Report By
 BL1603  HISTORY     - 1954     MONUMENTED       CGS
 BL1603  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1603  HISTORY     - 20050108 MARK NOT FOUND   USPSQD
 BL1603
 BL1603                          STATION DESCRIPTION
 BL1603
 BL1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1603'1.1 MI SW FROM TOMBALL.
 BL1603'1.1 MILES SOUTHWEST ALONG THE WALLER AND TOMBALL ROAD FROM THE POST
 BL1603'OFFICE AT TOMBALL, AT A JUNCTION WITH THE W.T.B. LOOP ROAD, 51 FEET
 BL1603'SOUTHEAST OF THE CENTER LINE OF THE WALLER AND TOMBALL ROAD, 23 FEET
 BL1603'NORTH OF THE CENTER LINE OF THE W.T.B. LOOP ROAD, 4.8 FEET NORTHEAST
 BL1603'OF A ROAD MARKER, 2.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 BL1603'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL1603
 BL1603                          STATION RECOVERY (1973)
 BL1603
 BL1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1603'MARK NOT FOUND.
 BL1603
 BL1603                          STATION RECOVERY (2005)
 BL1603
 BL1603'RECOVERY NOTE BY US POWER SQUADRON 2005 (JEP)
 BL1603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1384 ***********************************************************************
 AW1384  DESIGNATION -  K 1011
 AW1384  PID         -  AW1384
 AW1384  STATE/COUNTY-  TX/GALVESTON
 AW1384  USGS QUAD   -  HIGH ISLAND (1994)
 AW1384
 AW1384                         *CURRENT SURVEY CONTROL
 AW1384  ___________________________________________________________________
 AW1384* NAD 83(1986)-  29 31 59.     (N)    094 25 56.     (W)     SCALED    
 AW1384* NAVD 88     -         1.76   (+/-2cm)       5.8    (feet)  VERTCON   
 AW1384  ___________________________________________________________________
 AW1384  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1384
 AW1384  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1384
 AW1384.The horizontal coordinates were scaled from a topographic map and have
 AW1384.an estimated accuracy of +/- 6 seconds.
 AW1384
 AW1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1384.The vertical order pertains to the NGVD 29 superseded value.
 AW1384
 AW1384.The geoid height was determined by GEOID03.
 AW1384
 AW1384;                    North         East    Units  Estimated Accuracy
 AW1384;SPC TXSC     - 4,197,020.    1,042,610.      MT  (+/- 180 meters Scaled)
 AW1384
 AW1384                          SUPERSEDED SURVEY CONTROL
 AW1384
 AW1384  NGVD 29 (??/??/92)    1.757  (m)            5.76   (f) ADJ UNCH    1 2
 AW1384
 AW1384.Superseded values are not recommended for survey control.
 AW1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1384.See file dsdata.txt to determine how the superseded data were derived.
 AW1384
 AW1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN612679(NAD 83)
 AW1384_MARKER: DB = BENCH MARK DISK
 AW1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1384_STAMPING: K 1011 1953
 AW1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1384+STABILITY: SURFACE MOTION
 AW1384
 AW1384  HISTORY     - Date     Condition        Report By
 AW1384  HISTORY     - 1953     MONUMENTED       CGS
 AW1384  HISTORY     - 1958     GOOD             NGS
 AW1384  HISTORY     - 1971     GOOD             NGS
 AW1384  HISTORY     - 1978     GOOD             NGS
 AW1384  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1384  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW1384  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1384  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 AW1384  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1384  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1384  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1384
 AW1384                          STATION DESCRIPTION
 AW1384
 AW1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW1384'3.55 MI NE FROM GILCHRIST.
 AW1384'ABOUT 3.65 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE POST OFFICE
 AW1384'AT GILCHRIST, IN LINE WITH A ROW OF POWER POLES, 63 FEET SOUTHEAST OF
 AW1384'THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTHEAST OF POWER POLE 40, 1
 AW1384'FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 AW1384'OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST 1 FOOT BELOW THE
 AW1384'SURFACE.
 AW1384
 AW1384                          STATION RECOVERY (1971)
 AW1384
 AW1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW1384'RECOVERED IN GOOD CONDITION.
 AW1384
 AW1384                          STATION RECOVERY (1978)
 AW1384
 AW1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1384'NOTE=THE POWER POLE IS NOW NUMBER 175 80.
 AW1384
 AW1384                          STATION RECOVERY (1987)
 AW1384
 AW1384'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1384'MARK NOT FOUND.
 AW1384
 AW1384                          STATION RECOVERY (1994)
 AW1384
 AW1384'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1384'MARK NOT FOUND.
 AW1384
 AW1384                          STATION RECOVERY (1995)
 AW1384
 AW1384'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1384'MARK NOT FOUND.
 AW1384
 AW1384                          STATION RECOVERY (2001)
 AW1384
 AW1384'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1384'MARK NOT FOUND.
 AW1384
 AW1384                          STATION RECOVERY (2002)
 AW1384
 AW1384'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1384'MARK NOT FOUND.
 AW1384
 AW1384                          STATION RECOVERY (2003)
 AW1384
 AW1384'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1384'MARK NOT FOUND.
 AW1384
 AW1384                          STATION RECOVERY (2005)
 AW1384
 AW1384'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2773 ***********************************************************************
 AW2773  DESIGNATION -  K 1012
 AW2773  PID         -  AW2773
 AW2773  STATE/COUNTY-  TX/CHAMBERS
 AW2773  USGS QUAD   -  MONROE CITY (1994)
 AW2773
 AW2773                         *CURRENT SURVEY CONTROL
 AW2773  ___________________________________________________________________
 AW2773* NAD 83(1986)-  29 47 23.     (N)    094 33 15.     (W)     SCALED    
 AW2773* NAVD 88     -         8.30   (+/-2cm)      27.2    (feet)  VERTCON   
 AW2773  ___________________________________________________________________
 AW2773  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2773
 AW2773  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2773
 AW2773.The horizontal coordinates were scaled from a topographic map and have
 AW2773.an estimated accuracy of +/- 6 seconds.
 AW2773
 AW2773.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2773.The vertical order pertains to the NGVD 29 superseded value.
 AW2773
 AW2773.The geoid height was determined by GEOID03.
 AW2773
 AW2773;                    North         East    Units  Estimated Accuracy
 AW2773;SPC TXSC     - 4,224,990.    1,029,720.      MT  (+/- 180 meters Scaled)
 AW2773
 AW2773                          SUPERSEDED SURVEY CONTROL
 AW2773
 AW2773  NGVD 29 (??/??/92)    8.301  (m)           27.23   (f) ADJ UNCH    1 2
 AW2773
 AW2773.Superseded values are not recommended for survey control.
 AW2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2773.See file dsdata.txt to determine how the superseded data were derived.
 AW2773
 AW2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN497964(NAD 83)
 AW2773_MARKER: DB = BENCH MARK DISK
 AW2773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2773_SP_SET: BRIDGE
 AW2773_STAMPING: K 1012 1953
 AW2773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2773+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2004
 AW2773
 AW2773  HISTORY     - Date     Condition        Report By
 AW2773  HISTORY     - 1953     MONUMENTED       CGS
 AW2773  HISTORY     - 1959     GOOD             NGS
 AW2773  HISTORY     - 1990     GOOD             USPSQD
 AW2773  HISTORY     - 19961014 GOOD             USPSQD
 AW2773  HISTORY     - 20010331 GOOD             NGS
 AW2773  HISTORY     - 20040220 GOOD             USPSQD
 AW2773
 AW2773                          STATION DESCRIPTION
 AW2773
 AW2773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2773'2.05 MI E FROM MONROE CITY.
 AW2773'ABOUT 2.05 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POSTOFFICE AT
 AW2773'MONROE CITY, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 AW2773'TOP OF THE SOUTH GUARD RAIL OF A CONCRETE BRIDGE OVER A DRAINAGE
 AW2773'DITCH, 9 FEET WEST OF THE EAST END OF THE BRIDGE, AND ABOUT 1 1/2 FEET
 AW2773'ABOVE THE LEVEL OF THE HIGHWAY.
 AW2773
 AW2773                          STATION RECOVERY (1990)
 AW2773
 AW2773'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW2773'RECOVERED IN GOOD CONDITION.
 AW2773
 AW2773                          STATION RECOVERY (1996)
 AW2773
 AW2773'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2773'RECOVERED IN GOOD CONDITION.
 AW2773
 AW2773                          STATION RECOVERY (2001)
 AW2773
 AW2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2773'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2773
 AW2773                          STATION RECOVERY (2004)
 AW2773
 AW2773'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1487 ***********************************************************************
 AW1487  DESIGNATION -  K 1013
 AW1487  PID         -  AW1487
 AW1487  STATE/COUNTY-  TX/CHAMBERS
 AW1487  USGS QUAD   -  COVE (1993)
 AW1487
 AW1487                         *CURRENT SURVEY CONTROL
 AW1487  ___________________________________________________________________
 AW1487* NAD 83(1986)-  29 49 05.     (N)    094 49 12.     (W)     SCALED    
 AW1487* NAVD 88     -         9.72   (+/-2cm)      31.9    (feet)  VERTCON   
 AW1487  ___________________________________________________________________
 AW1487  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AW1487  OBS GRAVITY -     979,290.5   (mgal)                       GRAV_OBS
 AW1487
 AW1487  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1487
 AW1487.The horizontal coordinates were scaled from a topographic map and have
 AW1487.an estimated accuracy of +/- 6 seconds.
 AW1487
 AW1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1487.The vertical order pertains to the NGVD 29 superseded value.
 AW1487
 AW1487.The geoid height was determined by GEOID03.
 AW1487.The observed gravity was obtained from relative gravimeter ties
 AW1487.to the IGSN71 gravity network.
 AW1487
 AW1487;                    North         East    Units  Estimated Accuracy
 AW1487;SPC TXSC     - 4,227,180.    1,003,920.      MT  (+/- 180 meters Scaled)
 AW1487
 AW1487                          SUPERSEDED SURVEY CONTROL
 AW1487
 AW1487  NGVD 29 (??/??/92)    9.725  (m)           31.91   (f) ADJ UNCH    1 2
 AW1487
 AW1487.Superseded values are not recommended for survey control.
 AW1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1487.See file dsdata.txt to determine how the superseded data were derived.
 AW1487
 AW1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP241000(NAD 83)
 AW1487_MARKER: DB = BENCH MARK DISK
 AW1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1487_STAMPING: K 1013 1953
 AW1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1487+STABILITY: SURFACE MOTION
 AW1487
 AW1487  HISTORY     - Date     Condition        Report By
 AW1487  HISTORY     - 1953     MONUMENTED       CGS
 AW1487  HISTORY     - 1973     GOOD             NGS
 AW1487  HISTORY     - 1978     GOOD             NGS
 AW1487  HISTORY     - 1988     GOOD             USPSQD
 AW1487  HISTORY     - 1988     GOOD             USPSQD
 AW1487  HISTORY     - 1990     GOOD             USPSQD
 AW1487  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 AW1487  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1487  HISTORY     - 20031231 MARK NOT FOUND   USPSQD
 AW1487
 AW1487                          STATION DESCRIPTION
 AW1487
 AW1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1487'1.4 MI SW FROM COVE.
 AW1487'ABOUT 1.4 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE 10
 AW1487'OVERPASS AT COVE, ABOUT 39 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW1487'ROAD, 8.2 FEET SOUTHWEST OF A POWER POLE, 2 FEET NORTHWEST OF A FENCE,
 AW1487'1 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 AW1487'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 AW1487
 AW1487                          STATION RECOVERY (1978)
 AW1487
 AW1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1487'ADD=18 FEET NORTH OF THE CENTERLINE OF A FIELD ROAD.
 AW1487'NOTE=THE MARK IS LEANING TO THE EAST BUT IS STILL SOLID.
 AW1487
 AW1487                          STATION RECOVERY (1988)
 AW1487
 AW1487'RECOVERY NOTE BY US POWER SQUADRON 1988 (HR)
 AW1487'RECOVERED IN GOOD CONDITION.
 AW1487
 AW1487                          STATION RECOVERY (1988)
 AW1487
 AW1487'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1487'RECOVERED IN GOOD CONDITION.
 AW1487
 AW1487                          STATION RECOVERY (1990)
 AW1487
 AW1487'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1487'RECOVERED IN GOOD CONDITION.
 AW1487
 AW1487                          STATION RECOVERY (1996)
 AW1487
 AW1487'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1487'MARK NOT FOUND.
 AW1487
 AW1487                          STATION RECOVERY (2001)
 AW1487
 AW1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1487'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1487
 AW1487                          STATION RECOVERY (2003)
 AW1487
 AW1487'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2431 ***********************************************************************
 AW2431  DESIGNATION -  K 1014
 AW2431  PID         -  AW2431
 AW2431  STATE/COUNTY-  TX/JEFFERSON
 AW2431  USGS QUAD   -  MUD LAKE (1994)
 AW2431
 AW2431                         *CURRENT SURVEY CONTROL
 AW2431  ___________________________________________________________________
 AW2431* NAD 83(1986)-  29 35 41.     (N)    094 16 03.     (W)     SCALED    
 AW2431* NAVD 88     -         1.82   (+/-2cm)       6.0    (feet)  VERTCON   
 AW2431  ___________________________________________________________________
 AW2431  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW2431
 AW2431  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2431
 AW2431.The horizontal coordinates were scaled from a topographic map and have
 AW2431.an estimated accuracy of +/- 6 seconds.
 AW2431
 AW2431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2431.The vertical order pertains to the NGVD 29 superseded value.
 AW2431
 AW2431.The geoid height was determined by GEOID03.
 AW2431
 AW2431;                    North         East    Units  Estimated Accuracy
 AW2431;SPC TXSC     - 4,204,480.    1,058,280.      MT  (+/- 180 meters Scaled)
 AW2431
 AW2431                          SUPERSEDED SURVEY CONTROL
 AW2431
 AW2431  NGVD 29 (??/??/92)    1.816  (m)            5.96   (f) ADJ UNCH    1 2
 AW2431
 AW2431.Superseded values are not recommended for survey control.
 AW2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2431.See file dsdata.txt to determine how the superseded data were derived.
 AW2431
 AW2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN772745(NAD 83)
 AW2431_MARKER: DB = BENCH MARK DISK
 AW2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2431_STAMPING: K 1014 1953
 AW2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2431+STABILITY: SURFACE MOTION
 AW2431
 AW2431  HISTORY     - Date     Condition        Report By
 AW2431  HISTORY     - 1953     MONUMENTED       CGS
 AW2431  HISTORY     - 1958     GOOD             NGS
 AW2431
 AW2431                          STATION DESCRIPTION
 AW2431
 AW2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2431'8.95 MI NE FROM HIGH ISLAND.
 AW2431'ABOUT 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2431'AT HIGH ISLAND, THENCE ABOUT 8.05 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2431'87, 105 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 88 FEET
 AW2431'NORTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 AW2431'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 AW2431'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2432 ***********************************************************************
 AW2432  DESIGNATION -  K 1014 RESET 1962
 AW2432  PID         -  AW2432
 AW2432  STATE/COUNTY-  TX/JEFFERSON
 AW2432  USGS QUAD   -  MUD LAKE (1994)
 AW2432
 AW2432                         *CURRENT SURVEY CONTROL
 AW2432  ___________________________________________________________________
 AW2432* NAD 83(1986)-  29 35 40.     (N)    094 16 05.     (W)     SCALED    
 AW2432* NAVD 88     -         1.61   (+/-2cm)       5.3    (feet)  VERTCON   
 AW2432  ___________________________________________________________________
 AW2432  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW2432
 AW2432  VERT ORDER  -  THIRD (See Below)
 AW2432
 AW2432.The horizontal coordinates were scaled from a topographic map and have
 AW2432.an estimated accuracy of +/- 6 seconds.
 AW2432
 AW2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2432.The vertical order pertains to the NGVD 29 superseded value.
 AW2432
 AW2432.The geoid height was determined by GEOID03.
 AW2432
 AW2432;                    North         East    Units  Estimated Accuracy
 AW2432;SPC TXSC     - 4,204,450.    1,058,230.      MT  (+/- 180 meters Scaled)
 AW2432
 AW2432                          SUPERSEDED SURVEY CONTROL
 AW2432
 AW2432  NGVD 29 (??/??/??)    1.61   (m)            5.3    (f) RESET       3  
 AW2432
 AW2432.Superseded values are not recommended for survey control.
 AW2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2432.See file dsdata.txt to determine how the superseded data were derived.
 AW2432
 AW2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN772745(NAD 83)
 AW2432_MARKER: DB = BENCH MARK DISK
 AW2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2432_STAMPING: K 1014 RESET 1962
 AW2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2432+STABILITY: SURFACE MOTION
 AW2432
 AW2432  HISTORY     - Date     Condition        Report By
 AW2432  HISTORY     - 1962     MONUMENTED       CGS
 AW2432  HISTORY     - 1977     GOOD             NGS
 AW2432
 AW2432                          STATION DESCRIPTION
 AW2432
 AW2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AW2432'0.9 MI SE FROM HIGH ISLAND.
 AW2432'ABOUT 0.9 MILE SOUTHEAST ON STATE HIGHWAY 124 FROM THE POST OFFICE IN
 AW2432'HIGH ISLAND, THENCE 8.05 MILES NORTHEAST ON STATE HIGHWAY 87, 125 FEET
 AW2432'NORTHWEST OF THE CENTER LINE OF HIGHWAY, 102 FEET NORTHWEST OF THE
 AW2432'NORTHWEST HIGHWAY RIGHT-OF-WAY, AND ABOUT 300 FEET NORTHEAST OF A
 AW2432'METAL CATTLE SHED, 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  A
 AW2432'STANDARD DISK STAMPED K 1014 RESET 1962, SET IN A 12 X 12 IN. CONCRETE
 AW2432'POST WHICH PROJECTS 6 INCHES.  IT IS ALSO 1 FOOT NORTHEAST OF A 3 X 4
 AW2432'IN. WOODEN POST.
 AW2432
 AW2432                          STATION RECOVERY (1977)
 AW2432
 AW2432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW2432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2479 ***********************************************************************
 AW2479  DESIGNATION -  K 1016
 AW2479  PID         -  AW2479
 AW2479  STATE/COUNTY-  TX/JEFFERSON
 AW2479  USGS QUAD   -  PORT ACRES (1993)
 AW2479
 AW2479                         *CURRENT SURVEY CONTROL
 AW2479  ___________________________________________________________________
 AW2479* NAD 83(1986)-  29 56 51.     (N)    094 02 11.     (W)     SCALED    
 AW2479* NAVD 88     -         3.26   (+/-2cm)      10.7    (feet)  VERTCON   
 AW2479  ___________________________________________________________________
 AW2479  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW2479
 AW2479  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2479
 AW2479.The horizontal coordinates were scaled from a topographic map and have
 AW2479.an estimated accuracy of +/- 6 seconds.
 AW2479
 AW2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2479.The vertical order pertains to the NGVD 29 superseded value.
 AW2479
 AW2479.The geoid height was determined by GEOID03.
 AW2479
 AW2479;                    North         East    Units  Estimated Accuracy
 AW2479;SPC TXSC     - 4,244,480.    1,078,990.      MT  (+/- 180 meters Scaled)
 AW2479
 AW2479                          SUPERSEDED SURVEY CONTROL
 AW2479
 AW2479  NGVD 29 (??/??/92)    3.251  (m)           10.67   (f) ADJ UNCH    1 2
 AW2479
 AW2479.Superseded values are not recommended for survey control.
 AW2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2479.See file dsdata.txt to determine how the superseded data were derived.
 AW2479
 AW2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP999134(NAD 83)
 AW2479_MARKER: DB = BENCH MARK DISK
 AW2479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2479_SP_SET: CONCRETE BASE
 AW2479_STAMPING: K 1016 1954
 AW2479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2479
 AW2479  HISTORY     - Date     Condition        Report By
 AW2479  HISTORY     - 1954     MONUMENTED       CGS
 AW2479  HISTORY     - 1959     GOOD             NGS
 AW2479  HISTORY     - 1979     GOOD             NGS
 AW2479  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2479  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2479  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 AW2479  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AW2479  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2479  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 AW2479
 AW2479                          STATION DESCRIPTION
 AW2479
 AW2479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2479'4.45 MI NW FROM PORT ACRES.
 AW2479'ABOUT 0.6 MILE EAST ALONG 5TH STREET FROM THE HIGH SCHOOL AT PORT
 AW2479'ACRES, THENCE ABOUT 3.85 MILES NORTHWEST ALONG THE TEXAS AND NEW
 AW2479'ORLEANS RAILROAD, 340 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 AW2479'TRACK, 59 FEET NORTHWEST OF THE CENTER LINE OF A PAVED ROAD LEADING
 AW2479'NORTHEAST, AT THE BEAUMONT ASPHALT PLANT, 15 FEET SOUTHEAST OF THE
 AW2479'SOUTH CORNER OF A SMALL METAL BUILDING, IN THE TOP OF THE NORTHEAST
 AW2479'EDGE OF THE CONCRETE BASE OF THE ASPHALT MIXER, AND ABOUT LEVEL WITH
 AW2479'THE ROAD.
 AW2479
 AW2479                          STATION RECOVERY (1979)
 AW2479
 AW2479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AW2479'RECOVERED IN GOOD CONDITION.
 AW2479
 AW2479                          STATION RECOVERY (1988)
 AW2479
 AW2479'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEF)
 AW2479'MARK NOT FOUND.
 AW2479
 AW2479                          STATION RECOVERY (1990)
 AW2479
 AW2479'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMG)
 AW2479'MARK NOT FOUND.
 AW2479
 AW2479                          STATION RECOVERY (1995)
 AW2479
 AW2479'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2479'MARK NOT FOUND.
 AW2479
 AW2479                          STATION RECOVERY (2000)
 AW2479
 AW2479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AW2479'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2479
 AW2479                          STATION RECOVERY (2001)
 AW2479
 AW2479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2479'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2479
 AW2479                          STATION RECOVERY (2002)
 AW2479
 AW2479'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0217 ***********************************************************************
 BL0217  DESIGNATION -  K 1017
 BL0217  PID         -  BL0217
 BL0217  STATE/COUNTY-  TX/JEFFERSON
 BL0217  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0217
 BL0217                         *CURRENT SURVEY CONTROL
 BL0217  ___________________________________________________________________
 BL0217* NAD 83(1986)-  30 03 54.     (N)    094 13 27.     (W)     SCALED    
 BL0217* NAVD 88     -         8.795  (meters)      28.85   (feet)  ADJUSTED  
 BL0217  ___________________________________________________________________
 BL0217  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0217  DYNAMIC HT  -           8.783 (meters)      28.82  (feet)  COMP
 BL0217  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 BL0217
 BL0217  VERT ORDER  -  FIRST     CLASS I
 BL0217
 BL0217.The horizontal coordinates were scaled from a topographic map and have
 BL0217.an estimated accuracy of +/- 6 seconds.
 BL0217
 BL0217.The orthometric height was determined by differential leveling
 BL0217.and adjusted by the National Geodetic Survey in June 1991..
 BL0217
 BL0217.The geoid height was determined by GEOID03.
 BL0217
 BL0217.The dynamic height is computed by dividing the NAVD 88
 BL0217.geopotential number by the normal gravity value computed on the
 BL0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0217.degrees latitude (g = 980.6199 gals.).
 BL0217
 BL0217.The modeled gravity was interpolated from observed gravity values.
 BL0217
 BL0217;                    North         East    Units  Estimated Accuracy
 BL0217;SPC TXSC     - 4,256,740.    1,060,350.      MT  (+/- 180 meters Scaled)
 BL0217
 BL0217                          SUPERSEDED SURVEY CONTROL
 BL0217
 BL0217  NGVD 29 (??/??/92)    8.813  (m)           28.91   (f) ADJ UNCH    1 1
 BL0217
 BL0217.Superseded values are not recommended for survey control.
 BL0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0217.See file dsdata.txt to determine how the superseded data were derived.
 BL0217
 BL0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP820266(NAD 83)
 BL0217_MARKER: DB = BENCH MARK DISK
 BL0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0217_STAMPING: K 1017 1954
 BL0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0217+STABILITY: SURFACE MOTION
 BL0217
 BL0217  HISTORY     - Date     Condition        Report By
 BL0217  HISTORY     - 1954     MONUMENTED       CGS
 BL0217  HISTORY     - 1972     MARK NOT FOUND   USPSQD
 BL0217  HISTORY     - 1972     GOOD             NGS
 BL0217  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BL0217  HISTORY     - 19890823 MARK NOT FOUND   USPSQD
 BL0217  HISTORY     - 19900207 MARK NOT FOUND   USPSQD
 BL0217  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 BL0217  HISTORY     - 20001231 MARK NOT FOUND   NGS
 BL0217  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0217  HISTORY     - 20020918 MARK NOT FOUND   USPSQD
 BL0217  HISTORY     - 20041031 MARK NOT FOUND   USPSQD
 BL0217
 BL0217                          STATION DESCRIPTION
 BL0217
 BL0217'DESCRIBED BY US POWER SQUADRON 1972 (RBP)
 BL0217'MARK NOT FOUND.
 BL0217
 BL0217                          STATION RECOVERY (1972)
 BL0217
 BL0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0217'2.1 MI W FROM AMELIA.
 BL0217'ABOUT 2.1 MILES WEST ALONG US HIGHWAY 90 AT AMELIA FROM THE
 BL0217'INTERSECTION OF STATE HIGHWAY 364, AT THE M AND M AIR SERVICE INC. -
 BL0217'AIRPORT, ALONG THE EAST SIDE OF THE ONLY RUNWAY, 71 FEET SOUTHEAST OF
 BL0217'THE EAST END OF AN 18-INCH PIPE CULVERT UNDER THE RUNWAY, 1.5 FEET
 BL0217'WEST OF THE NORTHWEST CORNER OF A TOOL SHED WITH METAL SIDING, ABOUT
 BL0217'LEVEL WITH THE RUNWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BL0217'0.3 FOOT.
 BL0217
 BL0217                          STATION RECOVERY (1984)
 BL0217
 BL0217'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0217'MARK NOT FOUND.
 BL0217
 BL0217                          STATION RECOVERY (1989)
 BL0217
 BL0217'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0217'MARK NOT FOUND.
 BL0217
 BL0217                          STATION RECOVERY (1990)
 BL0217
 BL0217'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0217'MARK NOT FOUND.
 BL0217
 BL0217                          STATION RECOVERY (1994)
 BL0217
 BL0217'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0217'MARK NOT FOUND.
 BL0217
 BL0217                          STATION RECOVERY (2000)
 BL0217
 BL0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 BL0217'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0217
 BL0217                          STATION RECOVERY (2001)
 BL0217
 BL0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0217'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0217
 BL0217                          STATION RECOVERY (2002)
 BL0217
 BL0217'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0217'MARK NOT FOUND.
 BL0217
 BL0217                          STATION RECOVERY (2004)
 BL0217
 BL0217'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3095 ***********************************************************************
 AW3095  DESIGNATION -  K 1018
 AW3095  PID         -  AW3095
 AW3095  STATE/COUNTY-  TX/LIBERTY
 AW3095  USGS QUAD   -  SHILOH (1993)
 AW3095
 AW3095                         *CURRENT SURVEY CONTROL
 AW3095  ___________________________________________________________________
 AW3095* NAD 83(1986)-  29 53 23.     (N)    094 41 42.     (W)     SCALED    
 AW3095* NAVD 88     -        11.14   (+/-2cm)      36.5    (feet)  VERTCON   
 AW3095  ___________________________________________________________________
 AW3095  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW3095
 AW3095  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3095
 AW3095.The horizontal coordinates were scaled from a topographic map and have
 AW3095.an estimated accuracy of +/- 6 seconds.
 AW3095
 AW3095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3095.The vertical order pertains to the NGVD 29 superseded value.
 AW3095
 AW3095.The geoid height was determined by GEOID03.
 AW3095
 AW3095;                    North         East    Units  Estimated Accuracy
 AW3095;SPC TX C     - 3,038,530.    1,244,430.      MT  (+/- 180 meters Scaled)
 AW3095
 AW3095                          SUPERSEDED SURVEY CONTROL
 AW3095
 AW3095  NGVD 29 (??/??/92)   11.139  (m)           36.55   (f) ADJ UNCH    1 2
 AW3095
 AW3095.Superseded values are not recommended for survey control.
 AW3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3095.See file dsdata.txt to determine how the superseded data were derived.
 AW3095
 AW3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP363077(NAD 83)
 AW3095_MARKER: DB = BENCH MARK DISK
 AW3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3095_STAMPING: K 1018 1954
 AW3095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3095+STABILITY: SURFACE MOTION
 AW3095
 AW3095  HISTORY     - Date     Condition        Report By
 AW3095  HISTORY     - 1954     MONUMENTED       CGS
 AW3095  HISTORY     - 1959     GOOD             NGS
 AW3095  HISTORY     - 19900816 MARK NOT FOUND   LOCENG
 AW3095
 AW3095                          STATION DESCRIPTION
 AW3095
 AW3095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3095'11.25 MI N FROM ANAHUAC.
 AW3095'ABOUT 0.25 MILE NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE
 AW3095'COURTHOUSE AT ANAHUAC, THENCE ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY
 AW3095'61, THENCE ABOUT 10.15 MILES NORTH ALONG FARM ROAD 563, ABOUT 0.15
 AW3095'MILE NORTH OF THE CHAMBERS-LIBERTY COUNTY LINE, 153 FEET EAST OF THE
 AW3095'CENTER LINE OF THE ROAD, 21 FEET SOUTH OF THE EXTENDED CENTER LINE OF
 AW3095'A SHELL ROAD LEADING WEST, 14 1/2 FEET SOUTHEAST OF A POWER POLE, 1
 AW3095'FOOT NORTH OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 AW3095'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 AW3095'INCHES.
 AW3095
 AW3095                          STATION RECOVERY (1990)
 AW3095
 AW3095'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 AW3095'RECOVERY REPORT GENERATED BY RESET DATA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7123 ***********************************************************************
 AW7123  DESIGNATION -  K 1018 RESET
 AW7123  PID         -  AW7123
 AW7123  STATE/COUNTY-  TX/LIBERTY
 AW7123  USGS QUAD   -  SHILOH (1993)
 AW7123
 AW7123                         *CURRENT SURVEY CONTROL
 AW7123  ___________________________________________________________________
 AW7123* NAD 83(1986)-  29 53 23.     (N)    094 41 42.     (W)     SCALED    
 AW7123* NAVD 88     -        10.68   (+/-2cm)      35.0    (feet)  VERTCON   
 AW7123  ___________________________________________________________________
 AW7123  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW7123
 AW7123  VERT ORDER  -  THIRD (See Below)
 AW7123
 AW7123.The horizontal coordinates were scaled from a topographic map and have
 AW7123.an estimated accuracy of +/- 6 seconds.
 AW7123
 AW7123.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7123.The vertical order pertains to the NGVD 29 superseded value.
 AW7123
 AW7123.The geoid height was determined by GEOID03.
 AW7123
 AW7123;                    North         East    Units  Estimated Accuracy
 AW7123;SPC TX C     - 3,038,530.    1,244,430.      MT  (+/- 180 meters Scaled)
 AW7123
 AW7123                          SUPERSEDED SURVEY CONTROL
 AW7123
 AW7123  NGVD 29 (01/29/03)   10.68   (m)           35.0    (f) RESET       3  
 AW7123
 AW7123.Superseded values are not recommended for survey control.
 AW7123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7123.See file dsdata.txt to determine how the superseded data were derived.
 AW7123
 AW7123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP363077(NAD 83)
 AW7123_MARKER: DV = VERTICAL CONTROL DISK
 AW7123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7123_SP_SET: CONCRETE POST
 AW7123_STAMPING: K 1018 RESET 1990
 AW7123_MARK LOGO: NGS   
 AW7123_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AW7123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7123+STABILITY: SURFACE MOTION
 AW7123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7123+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW7123
 AW7123  HISTORY     - Date     Condition        Report By
 AW7123  HISTORY     - 1990     MONUMENTED       LOCENG
 AW7123  HISTORY     - 20040407 GOOD             USPSQD
 AW7123  HISTORY     - 20050515 GOOD             USPSQD
 AW7123
 AW7123                          STATION DESCRIPTION
 AW7123
 AW7123'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 AW7123'ABOUT 0.25 MILE (0.40 KM) NORTH ALONG SOUTH WASHINGTON AVENUE FROM THE
 AW7123'COURTHOUSE IN ANAHUAC, THENCE ABOUT 0.85 MILE (1.37 KM) EAST ALONG
 AW7123'STATE HIGHWAY 61, THENCE ABOUT 10.15 MILES (16.33 KM) NORTH ALONG
 AW7123'FARM ROAD 563, ABOUT 0.15 MILE (0.24 KM) NORTH OF THE
 AW7123'CHAMBERS-LIBERTY COUNTY LINE, 71 FEET (21.6 M) EAST OF THE CENTERLINE
 AW7123'OF 563, 44 FEET (13.4 M) NORTH OF THE EXTENDED CENTERLINE OF A SHELL
 AW7123'ROAD LEADING WEST, 78 FEET (23.8 M) SOUTHEAST OF A POWER POLE, 10
 AW7123'FEET (3.0 M) EAST OF THE EAST RIGHT-OF-WAY FENCE, AND 104 FEET
 AW7123'(31.7 M) WEST AND 86 FEET (26.2 M) NORTH OF THE PREVIOUS LOCATION OF
 AW7123'K 1018 1954, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 AW7123'POST PROJECTING 2 INCHES.
 AW7123
 AW7123                          STATION RECOVERY (2004)
 AW7123
 AW7123'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW7123'RECOVERED IN GOOD CONDITION.
 AW7123
 AW7123                          STATION RECOVERY (2005)
 AW7123
 AW7123'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW7123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0963 ***********************************************************************
 AW0963  DESIGNATION -  K 1019
 AW0963  PID         -  AW0963
 AW0963  STATE/COUNTY-  TX/HARRIS
 AW0963  USGS QUAD   -  HIGHLANDS (1995)
 AW0963
 AW0963                         *CURRENT SURVEY CONTROL
 AW0963  ___________________________________________________________________
 AW0963* NAD 83(1986)-  29 47 08.     (N)    095 01 40.     (W)     SCALED    
 AW0963* NAVD 88     -         9.324  (meters)      30.59   (feet)  ADJUSTED  
 AW0963  ___________________________________________________________________
 AW0963  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW0963  DYNAMIC HT  -           9.311 (meters)      30.55  (feet)  COMP
 AW0963  MODELED GRAV-     979,289.3   (mgal)                       NAVD 88
 AW0963
 AW0963  VERT ORDER  -  FIRST     CLASS II
 AW0963
 AW0963.The horizontal coordinates were scaled from a topographic map and have
 AW0963.an estimated accuracy of +/- 6 seconds.
 AW0963
 AW0963.The orthometric height was determined by differential leveling
 AW0963.and adjusted by the National Geodetic Survey in June 1991..
 AW0963
 AW0963.The geoid height was determined by GEOID03.
 AW0963
 AW0963.The dynamic height is computed by dividing the NAVD 88
 AW0963.geopotential number by the normal gravity value computed on the
 AW0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0963.degrees latitude (g = 980.6199 gals.).
 AW0963
 AW0963.The modeled gravity was interpolated from observed gravity values.
 AW0963
 AW0963;                    North         East    Units  Estimated Accuracy
 AW0963;SPC TXSC     - 4,222,880.      983,970.      MT  (+/- 180 meters Scaled)
 AW0963
 AW0963                          SUPERSEDED SURVEY CONTROL
 AW0963
 AW0963  NGVD 29 (12/23/87)    9.322  (m)           30.58   (f) ADJUSTED    1 2
 AW0963
 AW0963.Superseded values are not recommended for survey control.
 AW0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0963.See file dsdata.txt to determine how the superseded data were derived.
 AW0963
 AW0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN039967(NAD 83)
 AW0963_MARKER: DB = BENCH MARK DISK
 AW0963_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0963_SP_SET: RETAINING WALL
 AW0963_STAMPING: K 1019 1954
 AW0963_MARK LOGO: CGS   
 AW0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0963+STABILITY: SURFACE MOTION
 AW0963
 AW0963  HISTORY     - Date     Condition        Report By
 AW0963  HISTORY     - 1954     MONUMENTED       CGS
 AW0963  HISTORY     - 1964     GOOD             NGS
 AW0963  HISTORY     - 1978     GOOD             NGS
 AW0963  HISTORY     - 1986     GOOD             NGS
 AW0963  HISTORY     - 1989     GOOD             USPSQD
 AW0963  HISTORY     - 19940911 GOOD             USPSQD
 AW0963
 AW0963                          STATION DESCRIPTION
 AW0963
 AW0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0963'3.75 MI SE FROM HIGHLANDS.
 AW0963'ABOUT 1.9 MILES SOUTH ALONG THE CROSBY-LYNCHBURG ROAD FROM THE POST
 AW0963'OFFICE AT HIGHLANDS, THENCE 1.05 MILES EAST ALONG MARKET STREET,
 AW0963'THENCE 0.8 MILE EAST ALONG THE LYNCHBURG-CEDAR BAYOU ROAD, 40 1/2 FEET
 AW0963'NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE CENTER OF THE TOP OF
 AW0963'THE NORTH CONCRETE RETAINING WALL OF THE INDUSTRIAL WATER SUPPLY
 AW0963'CANAL, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 AW0963
 AW0963                          STATION RECOVERY (1978)
 AW0963
 AW0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0963'RECOVERED IN GOOD CONDITION.
 AW0963
 AW0963                          STATION RECOVERY (1986)
 AW0963
 AW0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0963'RECOVERED IN GOOD CONDITION.
 AW0963
 AW0963                          STATION RECOVERY (1989)
 AW0963
 AW0963'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0963'RECOVERED IN GOOD CONDITION.
 AW0963
 AW0963                          STATION RECOVERY (1994)
 AW0963
 AW0963'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0554 ***********************************************************************
 BY0554  DESIGNATION -  K 102
 BY0554  PID         -  BY0554
 BY0554  STATE/COUNTY-  TX/JASPER
 BY0554  USGS QUAD   -  EBENEZER (1984)
 BY0554
 BY0554                         *CURRENT SURVEY CONTROL
 BY0554  ___________________________________________________________________
 BY0554* NAD 83(1986)-  31 02 44.     (N)    094 09 33.     (W)     SCALED    
 BY0554* NAVD 88     -        47.34   (+/-2cm)     155.3    (feet)  VERTCON   
 BY0554  ___________________________________________________________________
 BY0554  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BY0554
 BY0554  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0554
 BY0554.The horizontal coordinates were scaled from a topographic map and have
 BY0554.an estimated accuracy of +/- 6 seconds.
 BY0554
 BY0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0554.The vertical order pertains to the NGVD 29 superseded value.
 BY0554
 BY0554.The geoid height was determined by GEOID03.
 BY0554
 BY0554;                    North         East    Units  Estimated Accuracy
 BY0554;SPC TX C     - 3,169,210.    1,289,010.      MT  (+/- 180 meters Scaled)
 BY0554
 BY0554                          SUPERSEDED SURVEY CONTROL
 BY0554
 BY0554  NGVD 29 (??/??/92)   47.347  (m)          155.34   (f) ADJ UNCH    2 0
 BY0554
 BY0554.Superseded values are not recommended for survey control.
 BY0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0554.See file dsdata.txt to determine how the superseded data were derived.
 BY0554
 BY0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ893352(NAD 83)
 BY0554_MARKER: DB = BENCH MARK DISK
 BY0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0554_STAMPING: K 102 1952
 BY0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0554+STABILITY: SURFACE MOTION
 BY0554
 BY0554  HISTORY     - Date     Condition        Report By
 BY0554  HISTORY     - 1952     MONUMENTED       CGS
 BY0554  HISTORY     - 1979     GOOD             USGS
 BY0554
 BY0554                          STATION DESCRIPTION
 BY0554
 BY0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0554'18.4 MI NW FROM JASPER.
 BY0554'14.8 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0554'JASPER, THENCE 3.0 MILES NORTHEAST ALONG FARM ROAD 255, THENCE 0.6
 BY0554'MILE NORTH ALONG A GRADED DIRT ROAD, ACROSS THE ROAD FROM THE E.O.
 BY0554'PHILLIPS FARMHOUSE, 56 FEET EAST OF THE CENTER LINE OF THE ROAD, 39
 BY0554'FEET NORTHEAST OF A POWER POLE, 29.3 FEET EAST OF A FENCE CORNER, 1.3
 BY0554'FEET SOUTH OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP
 BY0554'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY0554
 BY0554                          STATION RECOVERY (1979)
 BY0554
 BY0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0554'1.5 MILES W ALONG HWY 190 AND 63 FROM JCT OF HWYS 190, 63 AND 96 AT
 BY0554'THE S EDGE OF JASPER, THENCE 12.8 MILES NW ALONG HWY 63 TO JCT OF HWY
 BY0554'63 AND 255R, THENCE 1.15 MILES NE ALONG HWY 255R, THENCE 0.25 MILE N
 BY0554'ALONG GRADED ROAD, ABOUT 275 FT S OF A T-ROAD W, 56 FT E OF THE
 BY0554'CENTERLINE OF THE ROAD, 39 FT NE OF A POWER POLE, 1 FT W OF A WITNESS
 BY0554'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT ABOVE THE
 BY0554'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1214 ***********************************************************************
 BL1214  DESIGNATION -  K 1020
 BL1214  PID         -  BL1214
 BL1214  STATE/COUNTY-  TX/HARRIS
 BL1214  USGS QUAD   -  MOONSHINE HILL (1980)
 BL1214
 BL1214                         *CURRENT SURVEY CONTROL
 BL1214  ___________________________________________________________________
 BL1214* NAD 83(1986)-  30 00 43.     (N)    095 08 07.     (W)     SCALED    
 BL1214* NAVD 88     -        18.792  (meters)      61.65   (feet)  ADJUSTED  
 BL1214  ___________________________________________________________________
 BL1214  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL1214  DYNAMIC HT  -          18.766 (meters)      61.57  (feet)  COMP
 BL1214  MODELED GRAV-     979,307.9   (mgal)                       NAVD 88
 BL1214  OBS GRAVITY -     979,308.7   (mgal)                       GRAV_OBS
 BL1214
 BL1214  VERT ORDER  -  FIRST     CLASS II
 BL1214
 BL1214.The horizontal coordinates were scaled from a topographic map and have
 BL1214.an estimated accuracy of +/- 6 seconds.
 BL1214
 BL1214.The orthometric height was determined by differential leveling
 BL1214.and adjusted by the National Geodetic Survey in June 1991..
 BL1214
 BL1214.The geoid height was determined by GEOID03.
 BL1214
 BL1214.The dynamic height is computed by dividing the NAVD 88
 BL1214.geopotential number by the normal gravity value computed on the
 BL1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1214.degrees latitude (g = 980.6199 gals.).
 BL1214
 BL1214.The modeled gravity was interpolated from observed gravity values.
 BL1214.The observed gravity was obtained from relative gravimeter ties
 BL1214.to the IGSN71 gravity network.
 BL1214
 BL1214;                    North         East    Units  Estimated Accuracy
 BL1214;SPC TXSC     - 4,247,610.      972,760.      MT  (+/- 180 meters Scaled)
 BL1214
 BL1214                          SUPERSEDED SURVEY CONTROL
 BL1214
 BL1214  NGVD 29 (12/23/87)   18.790  (m)           61.65   (f) ADJUSTED    1 2
 BL1214
 BL1214.Superseded values are not recommended for survey control.
 BL1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1214.See file dsdata.txt to determine how the superseded data were derived.
 BL1214
 BL1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP940220(NAD 83)
 BL1214_MARKER: DB = BENCH MARK DISK
 BL1214_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL1214_SP_SET: BRIDGE ABUTMENT
 BL1214_STAMPING: K 1020 1954
 BL1214_MARK LOGO: CGS   
 BL1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1214
 BL1214  HISTORY     - Date     Condition        Report By
 BL1214  HISTORY     - 1954     MONUMENTED       CGS
 BL1214  HISTORY     - 1973     GOOD             NGS
 BL1214  HISTORY     - 1978     GOOD             NGS
 BL1214  HISTORY     - 1987     GOOD             NGS
 BL1214
 BL1214                          STATION DESCRIPTION
 BL1214
 BL1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1214'2.9 MI W FROM HUFFMAN.
 BL1214'ABOUT 2.9 MILES WEST ALONG HIGHWAY FM 1960 FROM THE INTERSECTION OF FM
 BL1214'1960 AND FM 2100 AT HUFFMAN, SET IN THE TOP OF THE NORTH END OF THE
 BL1214'EAST ABUTMENT OF A CONCRETE BRIDGE OVER LAKE HOUSTON, 27 FEET NORTH OF
 BL1214'THE CENTER LINE OF FM 1960, 17 FEET WEST OF THE WEST CURB OF A
 BL1214'CONCRETE DRAINAGE DITCH THAT RUNS INTO LAKE HOUSTON, 5 FEET SOUTH OF
 BL1214'THE NORTH END AT THE ABUTMENT WALL, 4.3 FEET NORTH OF THE NORTH CURB
 BL1214'OF THE HIGHWAY.  A C AND GS DISK ABOUT LEVEL WITH THE HIGHWAY AND
 BL1214'CEMENTED IN A DRILL HOLE IN A BRIDGE ABUTMENT.
 BL1214
 BL1214                          STATION RECOVERY (1978)
 BL1214
 BL1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1214'RECOVERED IN GOOD CONDITION.
 BL1214
 BL1214                          STATION RECOVERY (1987)
 BL1214
 BL1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0077 ***********************************************************************
 CR0077  DESIGNATION -  K 1021
 CR0077  PID         -  CR0077
 CR0077  STATE/COUNTY-  TX/HARRISON
 CR0077  USGS QUAD   -  WASKOM (1978)
 CR0077
 CR0077                         *CURRENT SURVEY CONTROL
 CR0077  ___________________________________________________________________
 CR0077* NAD 83(1986)-  32 28 46.     (N)    094 03 28.     (W)     SCALED    
 CR0077* NAVD 88     -        90.037  (meters)     295.40   (feet)  ADJUSTED  
 CR0077  ___________________________________________________________________
 CR0077  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CR0077  DYNAMIC HT  -          89.935 (meters)     295.06  (feet)  COMP
 CR0077  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 CR0077
 CR0077  VERT ORDER  -  FIRST     CLASS II
 CR0077
 CR0077.The horizontal coordinates were scaled from a topographic map and have
 CR0077.an estimated accuracy of +/- 6 seconds.
 CR0077
 CR0077.The orthometric height was determined by differential leveling
 CR0077.and adjusted by the National Geodetic Survey in June 1991..
 CR0077
 CR0077.The geoid height was determined by GEOID03.
 CR0077
 CR0077.The dynamic height is computed by dividing the NAVD 88
 CR0077.geopotential number by the normal gravity value computed on the
 CR0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0077.degrees latitude (g = 980.6199 gals.).
 CR0077
 CR0077.The modeled gravity was interpolated from observed gravity values.
 CR0077
 CR0077;                    North         East    Units  Estimated Accuracy
 CR0077;SPC TXNC     - 2,098,960.    1,017,400.      MT  (+/- 180 meters Scaled)
 CR0077
 CR0077                          SUPERSEDED SURVEY CONTROL
 CR0077
 CR0077  NGVD 29 (??/??/92)   90.102  (m)          295.61   (f) ADJ UNCH    1 2
 CR0077
 CR0077.Superseded values are not recommended for survey control.
 CR0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0077.See file dsdata.txt to determine how the superseded data were derived.
 CR0077
 CR0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVR006940(NAD 83)
 CR0077_MARKER: DB = BENCH MARK DISK
 CR0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0077_STAMPING: K 1021 1954
 CR0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0077+STABILITY: SURFACE MOTION
 CR0077
 CR0077  HISTORY     - Date     Condition        Report By
 CR0077  HISTORY     - 1954     MONUMENTED       CGS
 CR0077  HISTORY     - 1962     MARK NOT FOUND   USGS
 CR0077  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR0077
 CR0077                          STATION DESCRIPTION
 CR0077
 CR0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0077'IN WASKOM.
 CR0077'AT WASKOM, 5 RAILS EAST OF THE EAST END OF THE TEXAS AND PACIFIC
 CR0077'RAILROAD STATION, AT THE SOUTH END OF A SMALL CITY PARK, 58 FEET EAST
 CR0077'OF THE CENTER LINE OF AN OILED STREET, 26.8 FEET EAST OF A SIGNAL
 CR0077'CONTROL BOX, 22.3 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 7.5
 CR0077'FEET EAST OF A POWER POLE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN
 CR0077'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- A
 CR0077'RAILROAD SIGN WAS ERECTED IN THIS AREA, AND THE MARK WAS PROBABLY
 CR0077'DESTROYED.
 CR0077
 CR0077                          STATION RECOVERY (1962)
 CR0077
 CR0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CR0077'MARK NOT FOUND.
 CR0077
 CR0077                          STATION RECOVERY (1998)
 CR0077
 CR0077'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0016 ***********************************************************************
 CR0016  DESIGNATION -  K 1022
 CR0016  PID         -  CR0016
 CR0016  STATE/COUNTY-  TX/MARION
 CR0016  USGS QUAD   -  JEFFERSON (1962)
 CR0016
 CR0016                         *CURRENT SURVEY CONTROL
 CR0016  ___________________________________________________________________
 CR0016* NAD 83(1986)-  32 45 05.     (N)    094 19 13.     (W)     SCALED    
 CR0016* NAVD 88     -        61.653  (meters)     202.27   (feet)  ADJUSTED  
 CR0016  ___________________________________________________________________
 CR0016  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CR0016  DYNAMIC HT  -          61.584 (meters)     202.05  (feet)  COMP
 CR0016  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 CR0016
 CR0016  VERT ORDER  -  FIRST     CLASS II
 CR0016
 CR0016.The horizontal coordinates were scaled from a topographic map and have
 CR0016.an estimated accuracy of +/- 6 seconds.
 CR0016
 CR0016.The orthometric height was determined by differential leveling
 CR0016.and adjusted by the National Geodetic Survey in June 1991..
 CR0016
 CR0016.The geoid height was determined by GEOID03.
 CR0016
 CR0016.The dynamic height is computed by dividing the NAVD 88
 CR0016.geopotential number by the normal gravity value computed on the
 CR0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0016.degrees latitude (g = 980.6199 gals.).
 CR0016
 CR0016.The modeled gravity was interpolated from observed gravity values.
 CR0016
 CR0016;                    North         East    Units  Estimated Accuracy
 CR0016;SPC TXNC     - 2,128,080.      991,550.      MT  (+/- 180 meters Scaled)
 CR0016
 CR0016                          SUPERSEDED SURVEY CONTROL
 CR0016
 CR0016  NGVD 29 (??/??/92)   61.711  (m)          202.46   (f) ADJ UNCH    1 2
 CR0016
 CR0016.Superseded values are not recommended for survey control.
 CR0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0016.See file dsdata.txt to determine how the superseded data were derived.
 CR0016
 CR0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS763244(NAD 83)
 CR0016_MARKER: DB = BENCH MARK DISK
 CR0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0016_STAMPING: K 1022 1954
 CR0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0016+STABILITY: SURFACE MOTION
 CR0016
 CR0016  HISTORY     - Date     Condition        Report By
 CR0016  HISTORY     - 1954     MONUMENTED       CGS
 CR0016
 CR0016                          STATION DESCRIPTION
 CR0016
 CR0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0016'1.55 MI SE FROM JEFFERSON.
 CR0016'1.55 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0016'THE STATION AT JEFFERSON, 9 POLES EAST OF MILEPOST T - 48, AT A
 CR0016'PRIVATE ROAD CROSSING, 77 FEET EAST OF THE CENTER LINE OF A DIRT ROAD,
 CR0016'41 FEET SOUTH OF THE SOUTH RAIL, 17 FEET SOUTH OF A TELEPHONE POLE,
 CR0016'2.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CR0016'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1568 ***********************************************************************
 BL1568  DESIGNATION -  K 1023
 BL1568  PID         -  BL1568
 BL1568  STATE/COUNTY-  TX/HARRIS
 BL1568  USGS QUAD   -  HOCKLEY (1980)
 BL1568
 BL1568                         *CURRENT SURVEY CONTROL
 BL1568  ___________________________________________________________________
 BL1568* NAD 83(1986)-  30 04 11.     (N)    095 48 45.     (W)     SCALED    
 BL1568* NAVD 88     -        73.36   (+/-2cm)     240.7    (feet)  VERTCON   
 BL1568  ___________________________________________________________________
 BL1568  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BL1568
 BL1568  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1568
 BL1568.The horizontal coordinates were scaled from a topographic map and have
 BL1568.an estimated accuracy of +/- 6 seconds.
 BL1568
 BL1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1568.The vertical order pertains to the NGVD 29 superseded value.
 BL1568
 BL1568.The geoid height was determined by GEOID03.
 BL1568
 BL1568;                    North         East    Units  Estimated Accuracy
 BL1568;SPC TXSC     - 4,252,050.      907,280.      MT  (+/- 180 meters Scaled)
 BL1568
 BL1568                          SUPERSEDED SURVEY CONTROL
 BL1568
 BL1568  NGVD 29 (??/??/92)   73.351  (m)          240.65   (f) ADJ UNCH    2 0
 BL1568
 BL1568.Superseded values are not recommended for survey control.
 BL1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1568.See file dsdata.txt to determine how the superseded data were derived.
 BL1568
 BL1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP288298(NAD 83)
 BL1568_MARKER: DB = BENCH MARK DISK
 BL1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1568_STAMPING: K 1023 1954
 BL1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1568+STABILITY: SURFACE MOTION
 BL1568
 BL1568  HISTORY     - Date     Condition        Report By
 BL1568  HISTORY     - 1954     MONUMENTED       CGS
 BL1568  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1568  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 BL1568
 BL1568                          STATION DESCRIPTION
 BL1568
 BL1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1568'4.6 MI NE FROM HOCKLEY.
 BL1568'2.9 MILES NORTH ALONG HEGAR ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1568'RAILROAD STATION AT HOCKLEY, THENCE 1.7 MILES EAST ALONG THE WALLER
 BL1568'AND TOMBALL ROAD, AT A JUNCTION WITH NICHOLS ROAD, 31 FEET NORTH OF
 BL1568'THE CENTER LINE OF THE WALLER AND TOMBALL ROAD, 43 FEET WEST OF THE
 BL1568'CENTER LINE OF NICHOLS ROAD, 19 FEET WEST OF A FENCE CORNER, 2 FEET
 BL1568'SOUTH OF A FENCE, 4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BL1568'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL1568
 BL1568                          STATION RECOVERY (1978)
 BL1568
 BL1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1568'NOT RECOVERED.
 BL1568
 BL1568                          STATION RECOVERY (1994)
 BL1568
 BL1568'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0480 ***********************************************************************
 DM0480  DESIGNATION -  K 1024
 DM0480  PID         -  DM0480
 DM0480  STATE/COUNTY-  TX/HOPKINS
 DM0480  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM0480
 DM0480                         *CURRENT SURVEY CONTROL
 DM0480  ___________________________________________________________________
 DM0480* NAD 83(1986)-  33 08 01.     (N)    095 36 00.     (W)     SCALED    
 DM0480* NAVD 88     -       150.851  (meters)     494.92   (feet)  ADJUSTED  
 DM0480  ___________________________________________________________________
 DM0480  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DM0480  DYNAMIC HT  -         150.685 (meters)     494.37  (feet)  COMP
 DM0480  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 DM0480
 DM0480  VERT ORDER  -  FIRST     CLASS II
 DM0480
 DM0480.The horizontal coordinates were scaled from a topographic map and have
 DM0480.an estimated accuracy of +/- 6 seconds.
 DM0480
 DM0480.The orthometric height was determined by differential leveling
 DM0480.and adjusted by the National Geodetic Survey in June 1991..
 DM0480
 DM0480.The geoid height was determined by GEOID03.
 DM0480
 DM0480.The dynamic height is computed by dividing the NAVD 88
 DM0480.geopotential number by the normal gravity value computed on the
 DM0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0480.degrees latitude (g = 980.6199 gals.).
 DM0480
 DM0480.The modeled gravity was interpolated from observed gravity values.
 DM0480
 DM0480;                    North         East    Units  Estimated Accuracy
 DM0480;SPC TXNC     - 2,166,400.      870,540.      MT  (+/- 180 meters Scaled)
 DM0480
 DM0480                          SUPERSEDED SURVEY CONTROL
 DM0480
 DM0480  NGVD 29 (??/??/92)  150.849  (m)          494.91   (f) ADJ UNCH    1 2
 DM0480
 DM0480.Superseded values are not recommended for survey control.
 DM0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0480.See file dsdata.txt to determine how the superseded data were derived.
 DM0480
 DM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS574691(NAD 83)
 DM0480_MARKER: DB = BENCH MARK DISK
 DM0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0480_SP_SET: FOUNDATION
 DM0480_STAMPING: K 1024 1954
 DM0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0480
 DM0480  HISTORY     - Date     Condition        Report By
 DM0480  HISTORY     - 1954     MONUMENTED       CGS
 DM0480  HISTORY     - 19950622 GOOD             USPSQD
 DM0480
 DM0480                          STATION DESCRIPTION
 DM0480
 DM0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0480'IN SULPHUR SPRINGS.
 DM0480'AT SULPHUR SPRINGS, 1.1 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 DM0480'LOUISIANA AND ARKANSAS RAILROAD STATION, 0.4 FOOT ABOVE THE GROUND,
 DM0480'SET VERTICALLY IN THE WEST SIDE OF THE CONCRETE FOUNDATION OF THE
 DM0480'RAILROAD STATION.
 DM0480
 DM0480                          STATION RECOVERY (1995)
 DM0480
 DM0480'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0290 ***********************************************************************
 CR0290  DESIGNATION -  K 1025
 CR0290  PID         -  CR0290
 CR0290  STATE/COUNTY-  TX/FRANKLIN
 CR0290  USGS QUAD   -  NEWSOME (1980)
 CR0290
 CR0290                         *CURRENT SURVEY CONTROL
 CR0290  ___________________________________________________________________
 CR0290* NAD 83(1986)-  32 58 11.     (N)    095 11 49.     (W)     SCALED    
 CR0290* NAVD 88     -       122.296  (meters)     401.23   (feet)  ADJUSTED  
 CR0290  ___________________________________________________________________
 CR0290  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CR0290  DYNAMIC HT  -         122.159 (meters)     400.78  (feet)  COMP
 CR0290  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 CR0290
 CR0290  VERT ORDER  -  FIRST     CLASS II
 CR0290
 CR0290.The horizontal coordinates were scaled from a topographic map and have
 CR0290.an estimated accuracy of +/- 6 seconds.
 CR0290
 CR0290.The orthometric height was determined by differential leveling
 CR0290.and adjusted by the National Geodetic Survey in June 1991..
 CR0290
 CR0290.The geoid height was determined by GEOID03.
 CR0290
 CR0290.The dynamic height is computed by dividing the NAVD 88
 CR0290.geopotential number by the normal gravity value computed on the
 CR0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0290.degrees latitude (g = 980.6199 gals.).
 CR0290
 CR0290.The modeled gravity was interpolated from observed gravity values.
 CR0290
 CR0290;                    North         East    Units  Estimated Accuracy
 CR0290;SPC TXNC     - 2,149,350.      908,700.      MT  (+/- 180 meters Scaled)
 CR0290
 CR0290                          SUPERSEDED SURVEY CONTROL
 CR0290
 CR0290  NGVD 29 (??/??/92)  122.306  (m)          401.27   (f) ADJ UNCH    1 2
 CR0290
 CR0290.Superseded values are not recommended for survey control.
 CR0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0290.See file dsdata.txt to determine how the superseded data were derived.
 CR0290
 CR0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS946500(NAD 83)
 CR0290_MARKER: DB = BENCH MARK DISK
 CR0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0290_STAMPING: K 1025 1954
 CR0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0290+STABILITY: SURFACE MOTION
 CR0290
 CR0290  HISTORY     - Date     Condition        Report By
 CR0290  HISTORY     - 1954     MONUMENTED       CGS
 CR0290
 CR0290                          STATION DESCRIPTION
 CR0290
 CR0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0290'5.6 MI E FROM WINNSBORO.
 CR0290'5.6 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0290'STATION AT WINNSBORO, 143 FEET NORTH OF THE NORTHEAST CORNER OF A
 CR0290'HOUSE, 30 FEET SOUTH OF THE CENTER LINE OF A ROAD, 35.4 FEET NORTH OF
 CR0290'THE NORTH RAIL, 48 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 CR0290'CROSSING, 10.6 FEET NORTHEAST OF THE 3RD POLE WEST OF MILEPOST T -
 CR0290'112, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CR0290'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0256 ***********************************************************************
 AX0256  DESIGNATION -  K 1027
 AX0256  PID         -  AX0256
 AX0256  STATE/COUNTY-  TX/AUSTIN
 AX0256  USGS QUAD   -  BURLEIGH (1981)
 AX0256
 AX0256                         *CURRENT SURVEY CONTROL
 AX0256  ___________________________________________________________________
 AX0256* NAD 83(1986)-  29 54 52.     (N)    096 07 34.     (W)     SCALED    
 AX0256* NAVD 88     -        42.51   (+/-2cm)     139.5    (feet)  VERTCON   
 AX0256  ___________________________________________________________________
 AX0256  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0256
 AX0256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0256
 AX0256.The horizontal coordinates were scaled from a topographic map and have
 AX0256.an estimated accuracy of +/- 6 seconds.
 AX0256
 AX0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0256.The vertical order pertains to the NGVD 29 superseded value.
 AX0256
 AX0256.The geoid height was determined by GEOID03.
 AX0256
 AX0256;                    North         East    Units  Estimated Accuracy
 AX0256;SPC TXSC     - 4,234,060.      877,480.      MT  (+/- 180 meters Scaled)
 AX0256
 AX0256                          SUPERSEDED SURVEY CONTROL
 AX0256
 AX0256  NGVD 29 (??/??/92)   42.492  (m)          139.41   (f) ADJ UNCH    2 0
 AX0256
 AX0256.Superseded values are not recommended for survey control.
 AX0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0256.See file dsdata.txt to determine how the superseded data were derived.
 AX0256
 AX0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU774127(NAD 83)
 AX0256_MARKER: DB = BENCH MARK DISK
 AX0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0256_STAMPING: K 1027 1954
 AX0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0256+STABILITY: SURFACE MOTION
 AX0256
 AX0256  HISTORY     - Date     Condition        Report By
 AX0256  HISTORY     - 1954     MONUMENTED       CGS
 AX0256  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 AX0256
 AX0256                          STATION DESCRIPTION
 AX0256
 AX0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0256'9.05 MI NE FROM PETERS.
 AX0256'1.65 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AX0256'FROM THE STATION SIGN AT PETERS, THENCE 4.4 MILES NORTH ALONG A
 AX0256'GRAVELED ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.2
 AX0256'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.4 MILES EAST ALONG A
 AX0256'GRAVELED ROAD, 0.15 MILE EAST OF A FARMHOUSE, 26 FEET NORTH OF THE
 AX0256'CENTER LINE OF THE ROAD, 80 FEET SOUTH OF A 30 INCH PECAN TREE, 2.6
 AX0256'FEET SOUTH OF A FENCE, 2.7 FEET WEST OF A WITNESS POST, SET IN THE TOP
 AX0256'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AX0256
 AX0256                          STATION RECOVERY (1999)
 AX0256
 AX0256'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0195 ***********************************************************************
 BM0195  DESIGNATION -  K 1029 RESET 1957
 BM0195  PID         -  BM0195
 BM0195  STATE/COUNTY-  TX/AUSTIN
 BM0195  USGS QUAD   -  BUCKHORN (1989)
 BM0195
 BM0195                         *CURRENT SURVEY CONTROL
 BM0195  ___________________________________________________________________
 BM0195* NAD 83(1986)-  30 01 23.     (N)    096 08 32.     (W)     SCALED    
 BM0195* NAVD 88     -        54.92   (+/-2cm)     180.2    (feet)  VERTCON   
 BM0195  ___________________________________________________________________
 BM0195  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BM0195
 BM0195  VERT ORDER  -  THIRD (See Below)
 BM0195
 BM0195.The horizontal coordinates were scaled from a topographic map and have
 BM0195.an estimated accuracy of +/- 6 seconds.
 BM0195
 BM0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0195.The vertical order pertains to the NGVD 29 superseded value.
 BM0195
 BM0195.The geoid height was determined by GEOID03.
 BM0195
 BM0195;                    North         East    Units  Estimated Accuracy
 BM0195;SPC TXSC     - 4,246,050.      875,630.      MT  (+/- 180 meters Scaled)
 BM0195
 BM0195                          SUPERSEDED SURVEY CONTROL
 BM0195
 BM0195  NGVD 29 (01/29/03)   54.90   (m)          180.1    (f) RESET       3  
 BM0195
 BM0195.Superseded values are not recommended for survey control.
 BM0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0195.See file dsdata.txt to determine how the superseded data were derived.
 BM0195
 BM0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU756247(NAD 83)
 BM0195_MARKER: DB = BENCH MARK DISK
 BM0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0195_STAMPING: K 1029 RESET 1957
 BM0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0195+STABILITY: SURFACE MOTION
 BM0195
 BM0195  HISTORY     - Date     Condition        Report By
 BM0195  HISTORY     - 1957     MONUMENTED       CGS
 BM0195  HISTORY     - 19910726 GOOD             USPSQD
 BM0195  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0195
 BM0195                          STATION DESCRIPTION
 BM0195
 BM0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BM0195'1.0 MI SW FROM COCHRAN.
 BM0195'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 159 FROM LANGES STORE
 BM0195'IN COCHRAN, ABOUT 50 YARDS SOUTHEAST OF THE CENTERLINE OF HIGHWAY NO.
 BM0195'159, 10 FEET WEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE LINE OF A PAVED
 BM0195'ROAD LEADING SOUTHEAST TO THE RACCOON BEND OIL FIELD, IN OPEN PASTURE,
 BM0195'3 FEET NORTH OF A 4 X 4 POST.  A STANDARD DISK STAMPED K 1029 RESET
 BM0195'1957 IN A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 BM0195
 BM0195                          STATION RECOVERY (1991)
 BM0195
 BM0195'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0195'RECOVERED IN GOOD CONDITION.
 BM0195
 BM0195                          STATION RECOVERY (1999)
 BM0195
 BM0195'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0012 ***********************************************************************
 BO0012  DESIGNATION -  K 103
 BO0012  PID         -  BO0012
 BO0012  STATE/COUNTY-  TX/SUTTON
 BO0012  USGS QUAD   -  FORT TERRETT RANCH (1987)
 BO0012
 BO0012                         *CURRENT SURVEY CONTROL
 BO0012  ___________________________________________________________________
 BO0012* NAD 83(1986)-  30 26 05.     (N)    100 11 59.     (W)     SCALED    
 BO0012* NAVD 88     -       661.684  (meters)    2170.87   (feet)  POSTED    
 BO0012  ___________________________________________________________________
 BO0012  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 BO0012  DYNAMIC HT  -         660.730 (meters)    2167.74  (feet)  COMP
 BO0012  MODELED GRAV-     979,180.4   (mgal)                       NAVD 88
 BO0012
 BO0012  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BO0012
 BO0012.The horizontal coordinates were scaled from a topographic map and have
 BO0012.an estimated accuracy of +/- 6 seconds.
 BO0012
 BO0012.The orthometric height was determined by differential leveling
 BO0012.and adjusted by the National Geodetic Survey in 1992..
 BO0012.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BO0012.rate of 0.0 thru 1.0 mm/km.
 BO0012
 BO0012.The geoid height was determined by GEOID03.
 BO0012
 BO0012.The dynamic height is computed by dividing the NAVD 88
 BO0012.geopotential number by the normal gravity value computed on the
 BO0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0012.degrees latitude (g = 980.6199 gals.).
 BO0012
 BO0012.The modeled gravity was interpolated from observed gravity values.
 BO0012
 BO0012;                    North         East    Units  Estimated Accuracy
 BO0012;SPC TX C     - 3,085,150.      712,830.      MT  (+/- 180 meters Scaled)
 BO0012
 BO0012                          SUPERSEDED SURVEY CONTROL
 BO0012
 BO0012  NGVD 29 (??/??/92)  661.585  (m)         2170.55   (f) ADJ UNCH    1 2
 BO0012
 BO0012.Superseded values are not recommended for survey control.
 BO0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0012.See file dsdata.txt to determine how the superseded data were derived.
 BO0012
 BO0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU847675(NAD 83)
 BO0012_MARKER: DB = BENCH MARK DISK
 BO0012_SETTING: 66 = SET IN ROCK OUTCROP
 BO0012_SP_SET: OUTCROP
 BO0012_STAMPING: K 103 1932
 BO0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0012+STABILITY: POSITION/ELEVATION WELL
 BO0012
 BO0012  HISTORY     - Date     Condition        Report By
 BO0012  HISTORY     - 1932     MONUMENTED       CGS
 BO0012  HISTORY     - 1958     GOOD             NGS
 BO0012
 BO0012                          STATION DESCRIPTION
 BO0012
 BO0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0012'30.6 MI W FROM JUNCTION.
 BO0012'ABOUT 23.3 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BO0012'JUNCTION, THENCE 1.3 MILES SOUTH ALONG A DIRT ROAD, TO THE JUNCTION OF
 BO0012'THE HIGHWAY, THENCE 6.0 MILES WEST ALONG THE OLD HIGHWAY.  IN THE TOP
 BO0012'OF A ROCK OUTCROP SURROUNDED BY A CIRCLE OF LOOSE ROCK, 91 FEET
 BO0012'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 54 1/2 FEET NORTHEAST
 BO0012'OF A FENCE LINE, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0144 ***********************************************************************
 BM0144  DESIGNATION -  K 1030 RESET 1963
 BM0144  PID         -  BM0144
 BM0144  STATE/COUNTY-  TX/WALLER
 BM0144  USGS QUAD   -  HOWTH (1979)
 BM0144
 BM0144                         *CURRENT SURVEY CONTROL
 BM0144  ___________________________________________________________________
 BM0144* NAD 83(1986)-  30 10 16.     (N)    096 01 26.     (W)     SCALED    
 BM0144* NAVD 88     -        78.79   (+/-2cm)     258.5    (feet)  VERTCON   
 BM0144  ___________________________________________________________________
 BM0144  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BM0144
 BM0144  VERT ORDER  -  THIRD (See Below)
 BM0144
 BM0144.The horizontal coordinates were scaled from a topographic map and have
 BM0144.an estimated accuracy of +/- 6 seconds.
 BM0144
 BM0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0144.The vertical order pertains to the NGVD 29 superseded value.
 BM0144
 BM0144.The geoid height was determined by GEOID03.
 BM0144
 BM0144;                    North         East    Units  Estimated Accuracy
 BM0144;SPC TXSC     - 4,262,740.      886,620.      MT  (+/- 180 meters Scaled)
 BM0144
 BM0144                          SUPERSEDED SURVEY CONTROL
 BM0144
 BM0144  NGVD 29 (01/29/03)   78.78   (m)          258.5    (f) RESET       3  
 BM0144
 BM0144.Superseded values are not recommended for survey control.
 BM0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0144.See file dsdata.txt to determine how the superseded data were derived.
 BM0144
 BM0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU866414(NAD 83)
 BM0144_MARKER: DB = BENCH MARK DISK
 BM0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0144_STAMPING: K 1030 RESET 1963
 BM0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0144+STABILITY: SURFACE MOTION
 BM0144
 BM0144  HISTORY     - Date     Condition        Report By
 BM0144  HISTORY     - 1963     MONUMENTED       TXHD
 BM0144  HISTORY     - 19910714 GOOD             USPSQD
 BM0144
 BM0144                          STATION DESCRIPTION
 BM0144
 BM0144'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1963
 BM0144'3.34 MI E FROM HOWTH.
 BM0144'0.35 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0144'STATION SIGN AT HOWTH, THENCE, 2.99 MILES EAST ALONG FARM ROAD 1736,
 BM0144'48.3 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 1736, 1.7 FEET NORTH OF
 BM0144'A FENCE, 2.5 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 BM0144'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BM0144
 BM0144                          STATION RECOVERY (1991)
 BM0144
 BM0144'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1550 ***********************************************************************
 BL1550  DESIGNATION -  K 1032
 BL1550  PID         -  BL1550
 BL1550  STATE/COUNTY-  TX/WALLER
 BL1550  USGS QUAD   -  HOCKLEY (1980)
 BL1550
 BL1550                         *CURRENT SURVEY CONTROL
 BL1550  ___________________________________________________________________
 BL1550* NAD 83(1986)-  30 06 49.     (N)    095 49 13.     (W)     SCALED    
 BL1550* NAVD 88     -        79.38   (+/-2cm)     260.4    (feet)  VERTCON   
 BL1550  ___________________________________________________________________
 BL1550  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL1550
 BL1550  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1550
 BL1550.The horizontal coordinates were scaled from a topographic map and have
 BL1550.an estimated accuracy of +/- 6 seconds.
 BL1550
 BL1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1550.The vertical order pertains to the NGVD 29 superseded value.
 BL1550
 BL1550.The geoid height was determined by GEOID03.
 BL1550
 BL1550;                    North         East    Units  Estimated Accuracy
 BL1550;SPC TXSC     - 4,256,890.      906,400.      MT  (+/- 180 meters Scaled)
 BL1550
 BL1550                          SUPERSEDED SURVEY CONTROL
 BL1550
 BL1550  NGVD 29 (04/06/79)   79.375  (m)          260.42   (f) ADJUSTED    1 2
 BL1550
 BL1550.Superseded values are not recommended for survey control.
 BL1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1550.See file dsdata.txt to determine how the superseded data were derived.
 BL1550
 BL1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP282347(NAD 83)
 BL1550_MARKER: DB = BENCH MARK DISK
 BL1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1550_SP_SET: CONCRETE POST
 BL1550_STAMPING: K 1032 1954
 BL1550_MARK LOGO: CGS   
 BL1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1550+STABILITY: SURFACE MOTION
 BL1550
 BL1550  HISTORY     - Date     Condition        Report By
 BL1550  HISTORY     - 1954     MONUMENTED       CGS
 BL1550  HISTORY     - 1962     MARK NOT FOUND   USGS
 BL1550  HISTORY     - 1978     GOOD             NGS
 BL1550  HISTORY     - 1986     GOOD             NGS
 BL1550  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1550
 BL1550                          STATION DESCRIPTION
 BL1550
 BL1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1550'16.45 MI NE FROM WALLER.
 BL1550'0.35 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1550'RAILROAD STATION AT WALLER, THENCE 4.8 MILES NORTH ALONG THE FIELDS
 BL1550'STORE ROAD, THENCE 0.4 MILE EAST ALONG MAYER ROAD, THENCE 2.0 MILES
 BL1550'NORTH ALONG THE FIELDS STORE ROAD, THENCE 1.1 MILES EAST ALONG A DIRT
 BL1550'ROAD, THENCE 0.15 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.2 MILE EAST
 BL1550'ALONG A DIRT ROAD, THENCE 0.45 MILE SOUTH ALONG A DIRT ROAD, THENCE
 BL1550'0.4 MILE EAST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT
 BL1550'ROAD, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, THENCE 1.45 MILES
 BL1550'SOUTHEAST ALONG A DIRT ROAD, THENCE 1.3 MILES EAST ALONG A DIRT ROAD,
 BL1550'THENCE 1.55 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.6 MILE EAST ALONG
 BL1550'AN OILED ROAD, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.2
 BL1550'MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A
 BL1550'GRAVELED ROAD, THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.2
 BL1550'MILE EAST ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD,
 BL1550'39 FEET NORTHWEST OF THE CENTER LINE OF A ROAD, ON THE OUTSIDE OF A
 BL1550'CURVE IN THE ROAD, 1 FOOT EAST OF A FENCE, 2 FEET NORTH OF A WITNESS
 BL1550'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 BL1550'THE GROUND.
 BL1550
 BL1550                          STATION RECOVERY (1962)
 BL1550
 BL1550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BL1550'MARK NOT FOUND.
 BL1550
 BL1550                          STATION RECOVERY (1978)
 BL1550
 BL1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1550'0.1 MILE SOUTHWEST ALONG FIFTH STREET FROM THE CROSSING OF MAGNOLIA
 BL1550'CONROE ROAD AND THE MISSOURI-PACIFIC RAILROAD IN MAGNOLIA, THENCE 0.15
 BL1550'MILE SOUTHEAST ALONG COMMERCE ROAD, THENCE 9.95 MILES SOUTHWEST ALONG
 BL1550'NICHOLS SAW MILL ROAD.  THIS MARK IS IN LINE WITH OLD FENCE LINE AND
 BL1550'POWER POLES RUNNING CROSS COUNTRY, 171 FEET NORTH-NORTHWEST OF THE
 BL1550'CENTERLINE OF NICHOLS SAW MILL ROAD, 63 FEET WEST OF A POWER POLE WITH
 BL1550'2 GUY WIRES, 3 SMALL TRANSFORMERS AND IS THE FIRST POLE WEST OF A
 BL1550'LINE JUNCTION POLE, AND 7.5 FEET SOUTH OF AN OLD EAST AND WEST FENCE.
 BL1550'NOTE=POST IS PAINTED WHITE.
 BL1550
 BL1550                          STATION RECOVERY (1986)
 BL1550
 BL1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1550'RECOVERED IN GOOD CONDITION.
 BL1550
 BL1550                          STATION RECOVERY (1987)
 BL1550
 BL1550'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0109 ***********************************************************************
 BM0109  DESIGNATION -  K 1033 RESET 1963
 BM0109  PID         -  BM0109
 BM0109  STATE/COUNTY-  TX/WASHINGTON
 BM0109  USGS QUAD   -  CHAPPELL HILL (1989)
 BM0109
 BM0109                         *CURRENT SURVEY CONTROL
 BM0109  ___________________________________________________________________
 BM0109* NAD 83(1986)-  30 08 17.     (N)    096 21 02.     (W)     SCALED    
 BM0109* NAVD 88     -        88.30   (+/-2cm)     289.7    (feet)  VERTCON   
 BM0109  ___________________________________________________________________
 BM0109  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BM0109
 BM0109  VERT ORDER  -  THIRD (See Below)
 BM0109
 BM0109.The horizontal coordinates were scaled from a topographic map and have
 BM0109.an estimated accuracy of +/- 6 seconds.
 BM0109
 BM0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0109.The vertical order pertains to the NGVD 29 superseded value.
 BM0109
 BM0109.The geoid height was determined by GEOID03.
 BM0109
 BM0109;                    North         East    Units  Estimated Accuracy
 BM0109;SPC TX C     - 3,059,130.    1,083,670.      MT  (+/- 180 meters Scaled)
 BM0109
 BM0109                          SUPERSEDED SURVEY CONTROL
 BM0109
 BM0109  NGVD 29 (01/29/03)   88.27   (m)          289.6    (f) RESET       3  
 BM0109
 BM0109.Superseded values are not recommended for survey control.
 BM0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0109.See file dsdata.txt to determine how the superseded data were derived.
 BM0109
 BM0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU552370(NAD 83)
 BM0109_MARKER: DB = BENCH MARK DISK
 BM0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0109_SP_SET: WATER INLET
 BM0109_STAMPING: K 1033 RESET 1963
 BM0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0109
 BM0109  HISTORY     - Date     Condition        Report By
 BM0109  HISTORY     - 1963     MONUMENTED       CGS
 BM0109  HISTORY     - 19910623 GOOD             USPSQD
 BM0109  HISTORY     - 19991009 GOOD             USPSQD
 BM0109
 BM0109                          STATION DESCRIPTION
 BM0109
 BM0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BM0109'3.95 MI SE FROM BRENHAM.
 BM0109'2.8 MILES SOUTH ALONG LOOP 318 FROM THE POST OFFICE IN BRENHAM,
 BM0109'WASHINGTON COUNTY, THENCE EAST 1.05 MILES ALONG U. S. HIGHWAY 290 TO A
 BM0109'SIDE ROAD LEADING SOUTH FROM HIGHWAY, THENCE CONTINUE EAST 0.1 MILE
 BM0109'ALONG U. S. HIGHWAY 290 TO BENCH MARK ON LEFT IN THE MEDIAN.  (THIS
 BM0109'BENCH MARK IS 0.15 MILE WEST OF THE ENTRANCE TO THE E. H. SHAUFLER
 BM0109'RANCH.) 34 FEET SOUTH OF THE WEST BOUND LANE OF HIGHWAY, 32 FEET NORTH
 BM0109'OF THE EAST BOUND LANE OF HIGHWAY AND 43 FEET EAST OF THE NORTH POST
 BM0109'WHICH SUPPORTS THE PAVEMENT NARROWS HIGHWAY SIGNS.  A STANDARD DISK
 BM0109'STAMPED K 1033 RESET 1963, IS CEMENTED IN A DRILL HOLE IN THE
 BM0109'NORTHEAST CORNER OF A CONCRETE WATER INLET.
 BM0109
 BM0109                          STATION RECOVERY (1991)
 BM0109
 BM0109'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0109'RECOVERED IN GOOD CONDITION.
 BM0109
 BM0109                          STATION RECOVERY (1999)
 BM0109
 BM0109'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0718 ***********************************************************************
 BM0718  DESIGNATION -  K 1034
 BM0718  PID         -  BM0718
 BM0718  STATE/COUNTY-  TX/WILLIAMSON
 BM0718  USGS QUAD   -  GEORGETOWN (1982)
 BM0718
 BM0718                         *CURRENT SURVEY CONTROL
 BM0718  ___________________________________________________________________
 BM0718* NAD 83(1986)-  30 38 02.     (N)    097 41 00.     (W)     SCALED    
 BM0718* NAVD 88     -       226.02   (+/-2cm)     741.5    (feet)  VERTCON   
 BM0718  ___________________________________________________________________
 BM0718  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BM0718
 BM0718  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0718
 BM0718.The horizontal coordinates were scaled from a topographic map and have
 BM0718.an estimated accuracy of +/- 6 seconds.
 BM0718
 BM0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0718.The vertical order pertains to the NGVD 29 superseded value.
 BM0718
 BM0718.The geoid height was determined by GEOID03.
 BM0718
 BM0718;                    North         East    Units  Estimated Accuracy
 BM0718;SPC TX C     - 3,110,250.      954,000.      MT  (+/- 180 meters Scaled)
 BM0718
 BM0718                          SUPERSEDED SURVEY CONTROL
 BM0718
 BM0718  NGVD 29 (??/??/92)  225.930  (m)          741.24   (f) ADJ UNCH    2 0
 BM0718
 BM0718.Superseded values are not recommended for survey control.
 BM0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0718.See file dsdata.txt to determine how the superseded data were derived.
 BM0718
 BM0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU261897(NAD 83)
 BM0718_MARKER: DB = BENCH MARK DISK
 BM0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0718_STAMPING: K 1034 1954
 BM0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0718+STABILITY: SURFACE MOTION
 BM0718
 BM0718  HISTORY     - Date     Condition        Report By
 BM0718  HISTORY     - 1954     MONUMENTED       CGS
 BM0718  HISTORY     - 1975     MARK NOT FOUND   USGS
 BM0718  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0718  HISTORY     - 19990323 MARK NOT FOUND   USPSQD
 BM0718
 BM0718                          STATION DESCRIPTION
 BM0718
 BM0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0718'IN GEORGETOWN.
 BM0718'AT GEORGETOWN, 161 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 BM0718'INTERNATIONAL AND GREAT NORTHERN RAILROAD STATION, 12 FEET EAST OF THE
 BM0718'EAST RAIL OF THE MAIN TRACK, 41 FEET WEST OF THE CENTER LINE OF A
 BM0718'GRAVELED STREET, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BM0718'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 BM0718
 BM0718                          STATION RECOVERY (1975)
 BM0718
 BM0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BM0718'MARK NOT FOUND.
 BM0718
 BM0718                          STATION RECOVERY (1980)
 BM0718
 BM0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0718'SEARCHED FOR, NOT RECOVERED.
 BM0718
 BM0718                          STATION RECOVERY (1999)
 BM0718
 BM0718'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0367 ***********************************************************************
 DN0367  DESIGNATION -  K 1035
 DN0367  PID         -  DN0367
 DN0367  STATE/COUNTY-  TX/COLLIN
 DN0367  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0367
 DN0367                         *CURRENT SURVEY CONTROL
 DN0367  ___________________________________________________________________
 DN0367* NAD 83(1986)-  33 09 32.     (N)    096 42 20.     (W)     SCALED    
 DN0367* NAVD 88     -       227.018  (meters)     744.81   (feet)  ADJUSTED  
 DN0367  ___________________________________________________________________
 DN0367  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DN0367  DYNAMIC HT  -         226.770 (meters)     743.99  (feet)  COMP
 DN0367  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 DN0367
 DN0367  VERT ORDER  -  SECOND    CLASS 0
 DN0367
 DN0367.The horizontal coordinates were scaled from a topographic map and have
 DN0367.an estimated accuracy of +/- 6 seconds.
 DN0367
 DN0367.The orthometric height was determined by differential leveling
 DN0367.and adjusted by the National Geodetic Survey in June 1991..
 DN0367
 DN0367.The geoid height was determined by GEOID03.
 DN0367
 DN0367.The dynamic height is computed by dividing the NAVD 88
 DN0367.geopotential number by the normal gravity value computed on the
 DN0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0367.degrees latitude (g = 980.6199 gals.).
 DN0367
 DN0367.The modeled gravity was interpolated from observed gravity values.
 DN0367
 DN0367;                    North         East    Units  Estimated Accuracy
 DN0367;SPC TXNC     - 2,166,900.      767,370.      MT  (+/- 180 meters Scaled)
 DN0367
 DN0367                          SUPERSEDED SURVEY CONTROL
 DN0367
 DN0367  NGVD 29 (??/??/92)  227.042  (m)          744.89   (f) ADJ UNCH    2 0
 DN0367
 DN0367.Superseded values are not recommended for survey control.
 DN0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0367.See file dsdata.txt to determine how the superseded data were derived.
 DN0367
 DN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB139712(NAD 83)
 DN0367_MARKER: DB = BENCH MARK DISK
 DN0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0367_STAMPING: K 1035 1954
 DN0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0367+STABILITY: SURFACE MOTION
 DN0367
 DN0367  HISTORY     - Date     Condition        Report By
 DN0367  HISTORY     - 1954     MONUMENTED       CGS
 DN0367  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 DN0367  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0367
 DN0367                          STATION DESCRIPTION
 DN0367
 DN0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0367'7.35 MI E FROM FRISCO.
 DN0367'1.5 MILES EAST ALONG STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0367'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, THENCE 5.85 MILES EAST
 DN0367'ALONG FARM ROAD 720.  38 FEET NORTHWEST OF THE CENTER LINE OF THE FARM
 DN0367'ROAD, 37 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST, 4
 DN0367'FEET EAST OF A TELEPHONE POLE, 2.6 FEET WEST OF A WITNESS POST, SET IN
 DN0367'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0367
 DN0367                          STATION RECOVERY (1991)
 DN0367
 DN0367'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0367'MARK NOT FOUND.
 DN0367
 DN0367                          STATION RECOVERY (2005)
 DN0367
 DN0367'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0206 ***********************************************************************
 BL0206  DESIGNATION -  K 1036
 BL0206  PID         -  BL0206
 BL0206  STATE/COUNTY-  TX/JEFFERSON
 BL0206  USGS QUAD   -  CHINA (1985)
 BL0206
 BL0206                         *CURRENT SURVEY CONTROL
 BL0206  ___________________________________________________________________
 BL0206* NAD 83(1986)-  30 03 14.     (N)    094 17 38.     (W)     SCALED    
 BL0206* NAVD 88     -         8.59   (+/-2cm)      28.2    (feet)  VERTCON   
 BL0206  ___________________________________________________________________
 BL0206  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0206
 BL0206  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0206
 BL0206.The horizontal coordinates were scaled from a topographic map and have
 BL0206.an estimated accuracy of +/- 6 seconds.
 BL0206
 BL0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0206.The vertical order pertains to the NGVD 29 superseded value.
 BL0206
 BL0206.The geoid height was determined by GEOID03.
 BL0206
 BL0206;                    North         East    Units  Estimated Accuracy
 BL0206;SPC TXSC     - 4,255,230.    1,053,680.      MT  (+/- 180 meters Scaled)
 BL0206
 BL0206                          SUPERSEDED SURVEY CONTROL
 BL0206
 BL0206  NGVD 29 (??/??/92)    8.602  (m)           28.22   (f) ADJ UNCH    1 2
 BL0206
 BL0206.Superseded values are not recommended for survey control.
 BL0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0206.See file dsdata.txt to determine how the superseded data were derived.
 BL0206
 BL0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP752254(NAD 83)
 BL0206_MARKER: DB = BENCH MARK DISK
 BL0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0206_STAMPING: K 1036 1955
 BL0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0206+STABILITY: SURFACE MOTION
 BL0206
 BL0206  HISTORY     - Date     Condition        Report By
 BL0206  HISTORY     - 1955     MONUMENTED       CGS
 BL0206  HISTORY     - 1958     GOOD             NGS
 BL0206  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0206  HISTORY     - 19900207 MARK NOT FOUND   USPSQD
 BL0206  HISTORY     - 19940805 MARK NOT FOUND   USPSQD
 BL0206  HISTORY     - 19990728 MARK NOT FOUND   USPSQD
 BL0206  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0206  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0206  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 BL0206
 BL0206                          STATION DESCRIPTION
 BL0206
 BL0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BL0206'2.5 MI E FROM CHINA.
 BL0206'2.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0206'STATION AT CHINA, 10 1/2 POLES WEST OF MILEPOST 290, 217 FEET NORTH
 BL0206'AND ACROSS THE TRACKS FROM THE CENTER LINE OF U. S. HIGHWAY 90, 186
 BL0206'FEET NORTHEAST OF THE CENTER OF THE RAILROAD CROSSING, 117 FEET EAST
 BL0206'OF THE CENTER LINE OF A SURFACED ROAD LEADING NORTH TO THE RICE
 BL0206'EXPERIMENTAL STATION, 129 FEET NORTH OF THE NORTH RAIL, 76 FEET EAST
 BL0206'OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 BL0206'THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING
 BL0206'5 INCHES.
 BL0206
 BL0206                          STATION RECOVERY (1972)
 BL0206
 BL0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0206'MARK NOT FOUND.
 BL0206
 BL0206                          STATION RECOVERY (1990)
 BL0206
 BL0206'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0206'MARK NOT FOUND.
 BL0206
 BL0206                          STATION RECOVERY (1994)
 BL0206
 BL0206'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0206'MARK NOT FOUND.
 BL0206
 BL0206                          STATION RECOVERY (1999)
 BL0206
 BL0206'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0206'MARK NOT FOUND.
 BL0206
 BL0206                          STATION RECOVERY (2001)
 BL0206
 BL0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0206'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0206
 BL0206                          STATION RECOVERY (2001)
 BL0206
 BL0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0206'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0206
 BL0206                          STATION RECOVERY (2003)
 BL0206
 BL0206'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1761 ***********************************************************************
 BK1761  DESIGNATION -  K 1037
 BK1761  PID         -  BK1761
 BK1761  STATE/COUNTY-  TX/ORANGE
 BK1761  USGS QUAD   -  ORANGEFIELD (1974)
 BK1761
 BK1761                         *CURRENT SURVEY CONTROL
 BK1761  ___________________________________________________________________
 BK1761* NAD 83(1986)-  30 04 03.     (N)    093 47 53.     (W)     SCALED    
 BK1761* NAVD 88     -         3.10   (+/-2cm)      10.2    (feet)  VERTCON   
 BK1761  ___________________________________________________________________
 BK1761  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK1761
 BK1761  VERT ORDER  -  FIRST     CLASS I (See Below)
 BK1761
 BK1761.This mark is at Orange Co (ORG) Airport (ORG)
 BK1761
 BK1761.The horizontal coordinates were scaled from a topographic map and have
 BK1761.an estimated accuracy of +/- 6 seconds.
 BK1761
 BK1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1761.The vertical order pertains to the NGVD 29 superseded value.
 BK1761
 BK1761.The geoid height was determined by GEOID03.
 BK1761
 BK1761;                    North         East    Units  Estimated Accuracy
 BK1761;SPC TX C     - 3,062,940.    1,329,780.      MT  (+/- 180 meters Scaled)
 BK1761
 BK1761                          SUPERSEDED SURVEY CONTROL
 BK1761
 BK1761  NGVD 29 (??/??/??)    3.059  (m)           10.04   (f) ADJUSTED    1 1
 BK1761
 BK1761.Superseded values are not recommended for survey control.
 BK1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1761.See file dsdata.txt to determine how the superseded data were derived.
 BK1761
 BK1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP230265(NAD 83)
 BK1761_MARKER: DB = BENCH MARK DISK
 BK1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1761_STAMPING: K 1037 1955
 BK1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1761+STABILITY: SURFACE MOTION
 BK1761
 BK1761  HISTORY     - Date     Condition        Report By
 BK1761  HISTORY     - 1955     MONUMENTED       CGS
 BK1761  HISTORY     - 1972     GOOD             NGS
 BK1761  HISTORY     - 1988     GOOD             USPSQD
 BK1761  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BK1761  HISTORY     - 19960427 GOOD             USPSQD
 BK1761  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1761  HISTORY     - 20040314 MARK NOT FOUND   USPSQD
 BK1761
 BK1761                          STATION DESCRIPTION
 BK1761
 BK1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1761'4.0 MI SW FROM ORANGE.
 BK1761'ABOUT 1.9 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1761'STATION AT ORANGE, THENCE 2.1 MILES SOUTHWEST ALONG STATE HIGHWAY 87,
 BK1761'AT THE E.W. BROWN AIRPORT, 172 FEET NORTHWEST OF THE CENTER LINE OF
 BK1761'STATE HIGHWAY 87, 112 FEET NORTHWEST OF A HIGHWAY RIGHT-OF-WAY FENCE,
 BK1761'4.3 FEET WEST-NORTHWEST OF THE SOUTH CORNER OF A STORAGE ROOM AND A
 BK1761'SMALL HANGER, ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A
 BK1761'CONCRETE POST PROJECTING 6 INCHES.
 BK1761
 BK1761                          STATION RECOVERY (1988)
 BK1761
 BK1761'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 BK1761'RECOVERED IN GOOD CONDITION.
 BK1761
 BK1761                          STATION RECOVERY (1990)
 BK1761
 BK1761'RECOVERY NOTE BY US POWER SQUADRON 1990 (JG)
 BK1761'MARK NOT FOUND.
 BK1761
 BK1761                          STATION RECOVERY (1996)
 BK1761
 BK1761'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1761'RECOVERED IN GOOD CONDITION.
 BK1761
 BK1761                          STATION RECOVERY (2001)
 BK1761
 BK1761'RECOVERY NOTE BY US POWER SQUADRON 2001 (WDC)
 BK1761'MARK NOT FOUND.
 BK1761
 BK1761                          STATION RECOVERY (2004)
 BK1761
 BK1761'RECOVERY NOTE BY US POWER SQUADRON 2004 (SSQ)
 BK1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0231 ***********************************************************************
 EO0231  DESIGNATION -  K 1038
 EO0231  PID         -  EO0231
 EO0231  STATE/COUNTY-  TX/PARMER
 EO0231  USGS QUAD   -  PARMERTON (1965)
 EO0231
 EO0231                         *CURRENT SURVEY CONTROL
 EO0231  ___________________________________________________________________
 EO0231* NAD 83(1986)-  34 31 30.     (N)    102 46 05.     (W)     SCALED    
 EO0231* NAVD 88     -      1234.609  (meters)    4050.55   (feet)  ADJUSTED  
 EO0231  ___________________________________________________________________
 EO0231  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 EO0231  DYNAMIC HT  -        1233.004 (meters)    4045.28  (feet)  COMP
 EO0231  MODELED GRAV-     979,293.3   (mgal)                       NAVD 88
 EO0231
 EO0231  VERT ORDER  -  FIRST     CLASS II
 EO0231
 EO0231.The horizontal coordinates were scaled from a topographic map and have
 EO0231.an estimated accuracy of +/- 6 seconds.
 EO0231
 EO0231.The orthometric height was determined by differential leveling
 EO0231.and adjusted by the National Geodetic Survey in June 1991..
 EO0231
 EO0231.The geoid height was determined by GEOID03.
 EO0231
 EO0231.The dynamic height is computed by dividing the NAVD 88
 EO0231.geopotential number by the normal gravity value computed on the
 EO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0231.degrees latitude (g = 980.6199 gals.).
 EO0231
 EO0231.The modeled gravity was interpolated from observed gravity values.
 EO0231
 EO0231;                    North         East    Units  Estimated Accuracy
 EO0231;SPC TX N     - 1,058,990.       83,580.      MT  (+/- 180 meters Scaled)
 EO0231
 EO0231                          SUPERSEDED SURVEY CONTROL
 EO0231
 EO0231  NGVD 29 (??/??/92) 1234.059  (m)         4048.74   (f) ADJ UNCH    1 2
 EO0231
 EO0231.Superseded values are not recommended for survey control.
 EO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0231.See file dsdata.txt to determine how the superseded data were derived.
 EO0231
 EO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU048226(NAD 83)
 EO0231_MARKER: DB = BENCH MARK DISK
 EO0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0231_STAMPING: K 1038 1958
 EO0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0231+STABILITY: SURFACE MOTION
 EO0231
 EO0231  HISTORY     - Date     Condition        Report By
 EO0231  HISTORY     - 1958     MONUMENTED       CGS
 EO0231
 EO0231                          STATION DESCRIPTION
 EO0231
 EO0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0231'7.5 MI E FROM BOVINA.
 EO0231'ABOUT 0.2 MILE SOUTHWEST OF THE PANHANDLE AND SANTA FE RAILWAY FROM
 EO0231'THE STATION AT BOVINA, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG FARM
 EO0231'ROAD 1731, THENCE ABOUT 6.65 MILES EAST ALONG STATE HIGHWAY 86, 60
 EO0231'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2 MILE EAST OF A
 EO0231'FARMHOUSE, 5 FEET EAST OF A POWER POLE, 1 1/2 FEET NORTH OF A FENCE, 2
 EO0231'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 EO0231'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0060 ***********************************************************************
 EO0060  DESIGNATION -  K 1039
 EO0060  PID         -  EO0060
 EO0060  STATE/COUNTY-  TX/DEAF SMITH
 EO0060  USGS QUAD   -  HEREFORD (1970)
 EO0060
 EO0060                         *CURRENT SURVEY CONTROL
 EO0060  ___________________________________________________________________
 EO0060* NAD 83(1986)-  34 46 14.     (N)    102 27 13.     (W)     SCALED    
 EO0060* NAVD 88     -      1182.014  (meters)    3877.99   (feet)  ADJUSTED  
 EO0060  ___________________________________________________________________
 EO0060  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 EO0060  DYNAMIC HT  -        1180.517 (meters)    3873.08  (feet)  COMP
 EO0060  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 EO0060
 EO0060  VERT ORDER  -  FIRST     CLASS II
 EO0060
 EO0060.The horizontal coordinates were scaled from a topographic map and have
 EO0060.an estimated accuracy of +/- 6 seconds.
 EO0060
 EO0060.The orthometric height was determined by differential leveling
 EO0060.and adjusted by the National Geodetic Survey in June 1991..
 EO0060
 EO0060.The geoid height was determined by GEOID03.
 EO0060
 EO0060.The dynamic height is computed by dividing the NAVD 88
 EO0060.geopotential number by the normal gravity value computed on the
 EO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0060.degrees latitude (g = 980.6199 gals.).
 EO0060
 EO0060.The modeled gravity was interpolated from observed gravity values.
 EO0060
 EO0060;                    North         East    Units  Estimated Accuracy
 EO0060;SPC TX N     - 1,085,910.      112,710.      MT  (+/- 180 meters Scaled)
 EO0060
 EO0060                          SUPERSEDED SURVEY CONTROL
 EO0060
 EO0060  NGVD 29 (??/??/92) 1181.489  (m)         3876.27   (f) ADJ UNCH    1 2
 EO0060
 EO0060.Superseded values are not recommended for survey control.
 EO0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0060.See file dsdata.txt to determine how the superseded data were derived.
 EO0060
 EO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU330505(NAD 83)
 EO0060_MARKER: DB = BENCH MARK DISK
 EO0060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EO0060_SP_SET: 21 FEET
 EO0060_STAMPING: K 1039 1958
 EO0060_MARK LOGO: CGS   
 EO0060_PROJECTION: PROJECTING 15 CENTIMETERS
 EO0060_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0060+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2002
 EO0060
 EO0060  HISTORY     - Date     Condition        Report By
 EO0060  HISTORY     - 1958     MONUMENTED       CGS
 EO0060  HISTORY     - 1984     GOOD             NGS
 EO0060  HISTORY     - 20020314 GOOD             NGS
 EO0060
 EO0060                          STATION DESCRIPTION
 EO0060
 EO0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0060'4.5 MI SW FROM HEREFORD.
 EO0060'ABOUT 4.5 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0060'FROM THE STATION AT HEREFORD, 44 FEET NORTHWEST OF MILE POST 604, 52
 EO0060'1/2 FEET NORTHWEST OF THE NEAR RAIL, 95 FEET SOUTHEAST OF THE CENTER
 EO0060'LINE OF U. S. HIGHWAY 60, 74 FEET NORTH OF A SEMAPHORE SIGNAL NUMBER
 EO0060'6041, 2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 EO0060'TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 EO0060'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 21 FEET AND IS ENCASED
 EO0060'IN A 6-INCH TILE PROJECTING 6 INCHES.
 EO0060
 EO0060                          STATION RECOVERY (1984)
 EO0060
 EO0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0060'RECOVERED IN GOOD CONDITION.
 EO0060
 EO0060                          STATION RECOVERY (2002)
 EO0060
 EO0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 EO0060'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS, THE RAILROAD IS
 EO0060'NOW THE
 EO0060'BURLINGTON NORTHERN SANTE FE,  DELETE REFERENCES TO SEMAPHORE SIGNAL
 EO0060'NUMBER 6041
 EO0060'AND A METAL WITNESS POST,  ADD 0.6 M SOUTHEAST OF A WITNESS POST.
 EO0060' 
 EO0060' 
 EO0060' 
 EO0060' 
 EO0060' 
 EO0060'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0124 ***********************************************************************
 BO0124  DESIGNATION -  K 104
 BO0124  PID         -  BO0124
 BO0124  STATE/COUNTY-  TX/SUTTON
 BO0124  USGS QUAD   -  SAVELL RANCH (1982)
 BO0124
 BO0124                         *CURRENT SURVEY CONTROL
 BO0124  ___________________________________________________________________
 BO0124* NAD 83(1986)-  30 39 00.     (N)    100 52 22.     (W)     SCALED    
 BO0124* NAVD 88     -       667.657  (meters)    2190.47   (feet)  ADJUSTED  
 BO0124  ___________________________________________________________________
 BO0124  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 BO0124  DYNAMIC HT  -         666.682 (meters)    2187.27  (feet)  COMP
 BO0124  MODELED GRAV-     979,160.3   (mgal)                       NAVD 88
 BO0124
 BO0124  VERT ORDER  -  FIRST     CLASS II
 BO0124
 BO0124.The horizontal coordinates were scaled from a topographic map and have
 BO0124.an estimated accuracy of +/- 6 seconds.
 BO0124
 BO0124.The orthometric height was determined by differential leveling
 BO0124.and adjusted by the National Geodetic Survey in June 1991..
 BO0124
 BO0124.The geoid height was determined by GEOID03.
 BO0124
 BO0124.The dynamic height is computed by dividing the NAVD 88
 BO0124.geopotential number by the normal gravity value computed on the
 BO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0124.degrees latitude (g = 980.6199 gals.).
 BO0124
 BO0124.The modeled gravity was interpolated from observed gravity values.
 BO0124
 BO0124;                    North         East    Units  Estimated Accuracy
 BO0124;SPC TX C     - 3,109,130.      648,300.      MT  (+/- 180 meters Scaled)
 BO0124
 BO0124                          SUPERSEDED SURVEY CONTROL
 BO0124
 BO0124  NGVD 29 (??/??/92)  667.466  (m)         2189.84   (f) ADJ UNCH    1 2
 BO0124
 BO0124.Superseded values are not recommended for survey control.
 BO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0124.See file dsdata.txt to determine how the superseded data were derived.
 BO0124
 BO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU205923(NAD 83)
 BO0124_MARKER: DB = BENCH MARK DISK
 BO0124_SETTING: 66 = SET IN ROCK OUTCROP
 BO0124_SP_SET: ROCK
 BO0124_STAMPING: K 104 1933 ELEV. 2189.845 FT
 BO0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0124+STABILITY: POSITION/ELEVATION WELL
 BO0124
 BO0124  HISTORY     - Date     Condition        Report By
 BO0124  HISTORY     - 1933     MONUMENTED       CGS
 BO0124  HISTORY     - 1958     GOOD             NGS
 BO0124
 BO0124                          STATION DESCRIPTION
 BO0124
 BO0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0124'15.2 MI W FROM SONORA.
 BO0124'ABOUT 15.2 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0124'3RD STREET AND CROCKETT AVENUE AT SONORA, IN THE TOP OF A FLAT
 BO0124'LIMESTONE ROCK AND SURROUNDED WITH A CIRCLE OF LOOSE ROCK, 200 FEET
 BO0124'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 189 FEET NORTH OF THE
 BO0124'NORTH CORNER OF A SMALL RANCH HOUSE, 150 FEET SOUTHWEST OF A FENCE
 BO0124'LINE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0014 ***********************************************************************
 EO0014  DESIGNATION -  K 1040
 EO0014  PID         -  EO0014
 EO0014  STATE/COUNTY-  TX/RANDALL
 EO0014  USGS QUAD   -  DAWN (1984)
 EO0014
 EO0014                         *CURRENT SURVEY CONTROL
 EO0014  ___________________________________________________________________
 EO0014* NAD 83(1986)-  34 55 40.     (N)    102 09 36.     (W)     SCALED    
 EO0014* NAVD 88     -      1149.479  (meters)    3771.25   (feet)  ADJUSTED  
 EO0014  ___________________________________________________________________
 EO0014  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 EO0014  DYNAMIC HT  -        1148.061 (meters)    3766.60  (feet)  COMP
 EO0014  MODELED GRAV-     979,361.3   (mgal)                       NAVD 88
 EO0014
 EO0014  VERT ORDER  -  FIRST     CLASS II
 EO0014
 EO0014.The horizontal coordinates were scaled from a topographic map and have
 EO0014.an estimated accuracy of +/- 6 seconds.
 EO0014
 EO0014.The orthometric height was determined by differential leveling
 EO0014.and adjusted by the National Geodetic Survey in June 1991..
 EO0014.WARNING-Repeat measurements at this control monument indicate possible
 EO0014.vertical movement.
 EO0014
 EO0014.The geoid height was determined by GEOID03.
 EO0014
 EO0014.The dynamic height is computed by dividing the NAVD 88
 EO0014.geopotential number by the normal gravity value computed on the
 EO0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0014.degrees latitude (g = 980.6199 gals.).
 EO0014
 EO0014.The modeled gravity was interpolated from observed gravity values.
 EO0014
 EO0014;                    North         East    Units  Estimated Accuracy
 EO0014;SPC TX N     - 1,103,130.      139,700.      MT  (+/- 180 meters Scaled)
 EO0014
 EO0014                          SUPERSEDED SURVEY CONTROL
 EO0014
 EO0014  NGVD 29 (??/??/92) 1148.949  (m)         3769.51   (f) ADJ UNCH    1 2
 EO0014
 EO0014.Superseded values are not recommended for survey control.
 EO0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0014.See file dsdata.txt to determine how the superseded data were derived.
 EO0014
 EO0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU594687(NAD 83)
 EO0014_MARKER: DB = BENCH MARK DISK
 EO0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0014_STAMPING: K 1040 1958
 EO0014_MARK LOGO: CGS   
 EO0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0014+STABILITY: SURFACE MOTION
 EO0014
 EO0014  HISTORY     - Date     Condition        Report By
 EO0014  HISTORY     - 1958     MONUMENTED       CGS
 EO0014  HISTORY     - 1984     GOOD             NGS
 EO0014
 EO0014                          STATION DESCRIPTION
 EO0014
 EO0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0014'3.4 MI SW FROM UMBARGER.
 EO0014'ABOUT 3.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0014'FROM THE STATION AT UMBARGER, 33 FEET NORTHWEST OF MILE POST 584, 40
 EO0014'1/2 FEET NORTHWEST OF THE NEAR RAIL, 110 FEET SOUTHEAST OF THE CENTER
 EO0014'LINE OF U. S. HIGHWAY 60, 2 FEET SOUTHWEST OF A METAL WITNESS POST,
 EO0014'ABOUT 4 FEET BELOW THE TRACK, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE
 EO0014'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EO0014
 EO0014                          STATION RECOVERY (1984)
 EO0014
 EO0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0014'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  22.0 KM
 EO0014'(13.65 MI) SOUTHWESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0014'RAILROAD FROM THE STATION IN CANYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0237 ***********************************************************************
 DM0237  DESIGNATION -  K 1041
 DM0237  PID         -  DM0237
 DM0237  STATE/COUNTY-  TX/CAMP
 DM0237  USGS QUAD   -  HARVARD (1963)
 DM0237
 DM0237                         *CURRENT SURVEY CONTROL
 DM0237  ___________________________________________________________________
 DM0237* NAD 83(1986)-  33 00 55.     (N)    094 53 58.     (W)     SCALED    
 DM0237* NAVD 88     -        96.423  (meters)     316.35   (feet)  ADJUSTED  
 DM0237  ___________________________________________________________________
 DM0237  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DM0237  DYNAMIC HT  -          96.316 (meters)     316.00  (feet)  COMP
 DM0237  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 DM0237
 DM0237  VERT ORDER  -  FIRST     CLASS II
 DM0237
 DM0237.The horizontal coordinates were scaled from a topographic map and have
 DM0237.an estimated accuracy of +/- 6 seconds.
 DM0237
 DM0237.The orthometric height was determined by differential leveling
 DM0237.and adjusted by the National Geodetic Survey in June 1991..
 DM0237
 DM0237.The geoid height was determined by GEOID03.
 DM0237
 DM0237.The dynamic height is computed by dividing the NAVD 88
 DM0237.geopotential number by the normal gravity value computed on the
 DM0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0237.degrees latitude (g = 980.6199 gals.).
 DM0237
 DM0237.The modeled gravity was interpolated from observed gravity values.
 DM0237
 DM0237;                    North         East    Units  Estimated Accuracy
 DM0237;SPC TXNC     - 2,155,310.      936,320.      MT  (+/- 180 meters Scaled)
 DM0237
 DM0237                          SUPERSEDED SURVEY CONTROL
 DM0237
 DM0237  NGVD 29 (??/??/92)   96.448  (m)          316.43   (f) ADJ UNCH    1 2
 DM0237
 DM0237.Superseded values are not recommended for survey control.
 DM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0237.See file dsdata.txt to determine how the superseded data were derived.
 DM0237
 DM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS225545(NAD 83)
 DM0237_MARKER: DB = BENCH MARK DISK
 DM0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0237_STAMPING: K 1041 1954
 DM0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0237+STABILITY: SURFACE MOTION
 DM0237
 DM0237  HISTORY     - Date     Condition        Report By
 DM0237  HISTORY     - 1954     MONUMENTED       CGS
 DM0237
 DM0237                          STATION DESCRIPTION
 DM0237
 DM0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0237'4.3 MI NE FROM PITTSBURG.
 DM0237'4.3 MILES NORTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0237'STATION AT PITTSBURG, 93.5 FEET SOUTH OF MILEPOST T - 94, 45 FEET
 DM0237'SOUTH OF THE SOUTH RAIL, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A
 DM0237'WITNESS POST, 39.5 FEET SOUTHEAST OF A SWITCH STAND, SET IN THE TOP OF
 DM0237'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0221 ***********************************************************************
 CR0221  DESIGNATION -  K 1042
 CR0221  PID         -  CR0221
 CR0221  STATE/COUNTY-  TX/CASS
 CR0221  USGS QUAD   -  AVINGER (1962)
 CR0221
 CR0221                         *CURRENT SURVEY CONTROL
 CR0221  ___________________________________________________________________
 CR0221* NAD 83(1986)-  32 58 17.     (N)    094 35 37.     (W)     SCALED    
 CR0221* NAVD 88     -        87.811  (meters)     288.09   (feet)  ADJUSTED  
 CR0221  ___________________________________________________________________
 CR0221  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 CR0221  DYNAMIC HT  -          87.714 (meters)     287.77  (feet)  COMP
 CR0221  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 CR0221
 CR0221  VERT ORDER  -  FIRST     CLASS II
 CR0221
 CR0221.The horizontal coordinates were scaled from a topographic map and have
 CR0221.an estimated accuracy of +/- 6 seconds.
 CR0221
 CR0221.The orthometric height was determined by differential leveling
 CR0221.and adjusted by the National Geodetic Survey in June 1991..
 CR0221
 CR0221.The geoid height was determined by GEOID03.
 CR0221
 CR0221.The dynamic height is computed by dividing the NAVD 88
 CR0221.geopotential number by the normal gravity value computed on the
 CR0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0221.degrees latitude (g = 980.6199 gals.).
 CR0221
 CR0221.The modeled gravity was interpolated from observed gravity values.
 CR0221
 CR0221;                    North         East    Units  Estimated Accuracy
 CR0221;SPC TXNC     - 2,151,470.      965,050.      MT  (+/- 180 meters Scaled)
 CR0221
 CR0221                          SUPERSEDED SURVEY CONTROL
 CR0221
 CR0221  NGVD 29 (??/??/92)   87.856  (m)          288.24   (f) ADJ UNCH    1 2
 CR0221
 CR0221.Superseded values are not recommended for survey control.
 CR0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0221.See file dsdata.txt to determine how the superseded data were derived.
 CR0221
 CR0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS510492(NAD 83)
 CR0221_MARKER: DB = BENCH MARK DISK
 CR0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0221_STAMPING: K 1042 1954
 CR0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0221+STABILITY: SURFACE MOTION
 CR0221
 CR0221  HISTORY     - Date     Condition        Report By
 CR0221  HISTORY     - 1954     MONUMENTED       CGS
 CR0221
 CR0221                          STATION DESCRIPTION
 CR0221
 CR0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0221'3.3 MI SE FROM HUGHES SPRINGS.
 CR0221'3.3 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0221'STATION AT HUGHES SPRINGS, 59 FEET SOUTHWEST OF THE CENTER LINE OF
 CR0221'STATE HIGHWAY 49, 39 FEET NORTHEAST OF THE NORTHEAST RAIL, 39 FEET
 CR0221'NORTHWEST OF MILEPOST T - 73, 2 FEET SOUTHEAST OF A WITNESS POST, SET
 CR0221'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CR0221'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0106 ***********************************************************************
 DO0106  DESIGNATION -  K 1043
 DO0106  PID         -  DO0106
 DO0106  STATE/COUNTY-  TX/WICHITA
 DO0106  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0106
 DO0106                         *CURRENT SURVEY CONTROL
 DO0106  ___________________________________________________________________
 DO0106* NAD 83(1986)-  33 58 55.     (N)    098 29 07.     (W)     SCALED    
 DO0106* NAVD 88     -       299.484  (meters)     982.56   (feet)  ADJUSTED  
 DO0106  ___________________________________________________________________
 DO0106  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DO0106  DYNAMIC HT  -         299.158 (meters)     981.49  (feet)  COMP
 DO0106  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 DO0106
 DO0106  VERT ORDER  -  SECOND    CLASS 0
 DO0106
 DO0106.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0106
 DO0106.The horizontal coordinates were scaled from a topographic map and have
 DO0106.an estimated accuracy of +/- 6 seconds.
 DO0106
 DO0106.The orthometric height was determined by differential leveling
 DO0106.and adjusted by the National Geodetic Survey in June 1991..
 DO0106
 DO0106.The geoid height was determined by GEOID03.
 DO0106
 DO0106.The dynamic height is computed by dividing the NAVD 88
 DO0106.geopotential number by the normal gravity value computed on the
 DO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0106.degrees latitude (g = 980.6199 gals.).
 DO0106
 DO0106.The modeled gravity was interpolated from observed gravity values.
 DO0106
 DO0106;                    North         East    Units  Estimated Accuracy
 DO0106;SPC TXNC     - 2,256,750.      601,360.      MT  (+/- 180 meters Scaled)
 DO0106
 DO0106                          SUPERSEDED SURVEY CONTROL
 DO0106
 DO0106  NGVD 29 (??/??/92)  299.388  (m)          982.24   (f) ADJ UNCH    2 0
 DO0106
 DO0106.Superseded values are not recommended for survey control.
 DO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0106.See file dsdata.txt to determine how the superseded data were derived.
 DO0106
 DO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC475602(NAD 83)
 DO0106_MARKER: DB = BENCH MARK DISK
 DO0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0106_STAMPING: K 1043 1957
 DO0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0106+STABILITY: SURFACE MOTION
 DO0106
 DO0106  HISTORY     - Date     Condition        Report By
 DO0106  HISTORY     - 1957     MONUMENTED       CGS
 DO0106  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0106  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0106  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0106
 DO0106                          STATION DESCRIPTION
 DO0106
 DO0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DO0106'5 MI N FROM WICHITA FALLS.
 DO0106'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE, 9000
 DO0106'FEET SOUTH SOUTHEAST OF THE NORTH NORTHWEST END OF A PROPOSED RUNWAY,
 DO0106'1000 FEET EAST NORTHEAST OF THE CENTER LINE OF THE PROPOSED RUNWAY, 70
 DO0106'FEET WEST SOUTHWEST OF THE BOUNDARY LINE OF THE AIR BASE, AT STATION
 DO0106'90 + 00 00/, 2.3 FEET SOUTH SOUTHWEST OF A WITNESS POST, SET IN TOP OF
 DO0106'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- CONSTRUCTION
 DO0106'IN AREA.
 DO0106
 DO0106                          STATION RECOVERY (1972)
 DO0106
 DO0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0106'MARK NOT FOUND.
 DO0106
 DO0106                          STATION RECOVERY (1984)
 DO0106
 DO0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0106'MARK NOT FOUND.
 DO0106
 DO0106                          STATION RECOVERY (2001)
 DO0106
 DO0106'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0007 ***********************************************************************
 CT0007  DESIGNATION -  K 1048
 CT0007  PID         -  CT0007
 CT0007  STATE/COUNTY-  TX/PALO PINTO
 CT0007  USGS QUAD   -  BRAZOS EAST (1984)
 CT0007
 CT0007                         *CURRENT SURVEY CONTROL
 CT0007  ___________________________________________________________________
 CT0007* NAD 83(1986)-  32 42 42.     (N)    098 03 53.     (W)     SCALED    
 CT0007* NAVD 88     -       230.076  (meters)     754.84   (feet)  ADJUSTED  
 CT0007  ___________________________________________________________________
 CT0007  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CT0007  DYNAMIC HT  -         229.793 (meters)     753.91  (feet)  COMP
 CT0007  MODELED GRAV-     979,403.9   (mgal)                       NAVD 88
 CT0007
 CT0007  VERT ORDER  -  FIRST     CLASS II
 CT0007
 CT0007.The horizontal coordinates were scaled from a topographic map and have
 CT0007.an estimated accuracy of +/- 6 seconds.
 CT0007
 CT0007.The orthometric height was determined by differential leveling
 CT0007.and adjusted by the National Geodetic Survey in June 1991..
 CT0007
 CT0007.The geoid height was determined by GEOID03.
 CT0007
 CT0007.The dynamic height is computed by dividing the NAVD 88
 CT0007.geopotential number by the normal gravity value computed on the
 CT0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0007.degrees latitude (g = 980.6199 gals.).
 CT0007
 CT0007.The modeled gravity was interpolated from observed gravity values.
 CT0007
 CT0007;                    North         East    Units  Estimated Accuracy
 CT0007;SPC TXNC     - 2,115,970.      640,810.      MT  (+/- 180 meters Scaled)
 CT0007
 CT0007                          SUPERSEDED SURVEY CONTROL
 CT0007
 CT0007  NGVD 29 (??/??/92)  229.994  (m)          754.57   (f) ADJ UNCH    1 2
 CT0007
 CT0007.Superseded values are not recommended for survey control.
 CT0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0007.See file dsdata.txt to determine how the superseded data were derived.
 CT0007
 CT0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB876197(NAD 83)
 CT0007_MARKER: DB = BENCH MARK DISK
 CT0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0007_SP_SET: BRIDGE
 CT0007_STAMPING: K 1048 1955
 CT0007_MARK LOGO: CGS   
 CT0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0007
 CT0007  HISTORY     - Date     Condition        Report By
 CT0007  HISTORY     - 1955     MONUMENTED       CGS
 CT0007  HISTORY     - 1983     GOOD             NGS
 CT0007
 CT0007                          STATION DESCRIPTION
 CT0007
 CT0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0007'4.2 MI SW FROM MILLSAP.
 CT0007'4.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0007'STATION AT MILLSAP, 6 1/2 POLES NORTHWEST OF MILEPOST 295, AT THE
 CT0007'NORTHWEST END OF A CUT, AT THE SOUTHEAST END OF A LONG FILL, 22 FEET
 CT0007'SOUTHWEST OF THE SOUTHWEST RAIL, 83 FEET WEST OF A PALO PINTO AND
 CT0007'PARKER COUNTY LINE MARKER, 8 FEET BELOW THE TOP OF THE RAILS, SET IN
 CT0007'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 30 FOOT
 CT0007'CONCRETE BRIDGE.
 CT0007
 CT0007                          STATION RECOVERY (1983)
 CT0007
 CT0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0339 ***********************************************************************
 BO0339  DESIGNATION -  K 105
 BO0339  PID         -  BO0339
 BO0339  STATE/COUNTY-  TX/CROCKETT
 BO0339  USGS QUAD   -  BACHELOR HILL (1967)
 BO0339
 BO0339                         *CURRENT SURVEY CONTROL
 BO0339  ___________________________________________________________________
 BO0339* NAD 83(1986)-  30 41 33.     (N)    101 36 07.     (W)     SCALED    
 BO0339* NAVD 88     -       816.469  (meters)    2678.70   (feet)  ADJUSTED  
 BO0339  ___________________________________________________________________
 BO0339  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 BO0339  DYNAMIC HT  -         815.265 (meters)    2674.75  (feet)  COMP
 BO0339  MODELED GRAV-     979,140.2   (mgal)                       NAVD 88
 BO0339
 BO0339  VERT ORDER  -  FIRST     CLASS II
 BO0339
 BO0339.The horizontal coordinates were scaled from a topographic map and have
 BO0339.an estimated accuracy of +/- 6 seconds.
 BO0339
 BO0339.The orthometric height was determined by differential leveling
 BO0339.and adjusted by the National Geodetic Survey in June 1991..
 BO0339
 BO0339.The geoid height was determined by GEOID03.
 BO0339
 BO0339.The dynamic height is computed by dividing the NAVD 88
 BO0339.geopotential number by the normal gravity value computed on the
 BO0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0339.degrees latitude (g = 980.6199 gals.).
 BO0339
 BO0339.The modeled gravity was interpolated from observed gravity values.
 BO0339
 BO0339;                    North         East    Units  Estimated Accuracy
 BO0339;SPC TX C     - 3,114,410.      578,470.      MT  (+/- 180 meters Scaled)
 BO0339
 BO0339                          SUPERSEDED SURVEY CONTROL
 BO0339
 BO0339  NGVD 29 (??/??/92)  816.257  (m)         2678.00   (f) ADJ UNCH    1 2
 BO0339
 BO0339.Superseded values are not recommended for survey control.
 BO0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0339.See file dsdata.txt to determine how the superseded data were derived.
 BO0339
 BO0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU507984(NAD 83)
 BO0339_MARKER: DB = BENCH MARK DISK
 BO0339_SETTING: 66 = SET IN ROCK OUTCROP
 BO0339_SP_SET: OUTCROP
 BO0339_STAMPING: K 105 1933
 BO0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0339+STABILITY: POSITION/ELEVATION WELL
 BO0339
 BO0339  HISTORY     - Date     Condition        Report By
 BO0339  HISTORY     - 1933     MONUMENTED       CGS
 BO0339  HISTORY     - 1958     GOOD             NGS
 BO0339
 BO0339                          STATION DESCRIPTION
 BO0339
 BO0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0339'15.75 MI E FROM SHEFFIELD.
 BO0339'ABOUT 15.75 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0339'SHEFFIELD, IN THE TOP OF A FLAT ROCK OUTCROP SURROUNDED BY A CIRCLE OF
 BO0339'LOOSE ROCK, 345 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 BO0339'HIGHWAY, 425 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 BO0339'INTERSECTION OF A NORTH AND SOUTH DIRT ROAD, 113 FEET EAST OF THE
 BO0339'CENTER LINE OF THE DIRT ROAD, 87 FEET EAST OF A NORTH-SOUTH FENCE, AND
 BO0339'ABOUT LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0036 ***********************************************************************
 CT0036  DESIGNATION -  K 1050
 CT0036  PID         -  CT0036
 CT0036  STATE/COUNTY-  TX/PALO PINTO
 CT0036  USGS QUAD   -  GORDON (1984)
 CT0036
 CT0036                         *CURRENT SURVEY CONTROL
 CT0036  ___________________________________________________________________
 CT0036* NAD 83(1986)-  32 32 53.     (N)    098 21 37.     (W)     SCALED    
 CT0036* NAVD 88     -       301.206  (meters)     988.21   (feet)  ADJUSTED  
 CT0036  ___________________________________________________________________
 CT0036  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0036  DYNAMIC HT  -         300.833 (meters)     986.98  (feet)  COMP
 CT0036  MODELED GRAV-     979,391.2   (mgal)                       NAVD 88
 CT0036
 CT0036  VERT ORDER  -  FIRST     CLASS II
 CT0036
 CT0036.The horizontal coordinates were scaled from a topographic map and have
 CT0036.an estimated accuracy of +/- 6 seconds.
 CT0036
 CT0036.The orthometric height was determined by differential leveling
 CT0036.and adjusted by the National Geodetic Survey in June 1991..
 CT0036
 CT0036.The geoid height was determined by GEOID03.
 CT0036
 CT0036.The dynamic height is computed by dividing the NAVD 88
 CT0036.geopotential number by the normal gravity value computed on the
 CT0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0036.degrees latitude (g = 980.6199 gals.).
 CT0036
 CT0036.The modeled gravity was interpolated from observed gravity values.
 CT0036
 CT0036;                    North         East    Units  Estimated Accuracy
 CT0036;SPC TXNC     - 2,097,750.      613,120.      MT  (+/- 180 meters Scaled)
 CT0036
 CT0036                          SUPERSEDED SURVEY CONTROL
 CT0036
 CT0036  NGVD 29 (??/??/92)  301.108  (m)          987.89   (f) ADJ UNCH    1 2
 CT0036
 CT0036.Superseded values are not recommended for survey control.
 CT0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0036.See file dsdata.txt to determine how the superseded data were derived.
 CT0036
 CT0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB600013(NAD 83)
 CT0036_MARKER: DB = BENCH MARK DISK
 CT0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0036_STAMPING: K 1050 1956
 CT0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0036+STABILITY: SURFACE MOTION
 CT0036
 CT0036  HISTORY     - Date     Condition        Report By
 CT0036  HISTORY     - 1956     MONUMENTED       CGS
 CT0036  HISTORY     - 19980822 MARK NOT FOUND   USPSQD
 CT0036  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0036
 CT0036                          STATION DESCRIPTION
 CT0036
 CT0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0036'0.6 MI E FROM GORDON.
 CT0036'0.6 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0036'GORDON, 6 RAILS EAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 36.8
 CT0036'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 36.5 FEET EAST OF
 CT0036'MILEPOST 318, IN LINE WITH A ROW OF TELEPHONE POLES, 10.3 FEET NORTH
 CT0036'OF A FENCE, 3.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 CT0036'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CT0036
 CT0036                          STATION RECOVERY (1998)
 CT0036
 CT0036'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0036'MARK NOT FOUND.
 CT0036
 CT0036                          STATION RECOVERY (2004)
 CT0036
 CT0036'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0260 ***********************************************************************
 CT0260  DESIGNATION -  K 1051
 CT0260  PID         -  CT0260
 CT0260  STATE/COUNTY-  TX/STEPHENS
 CT0260  USGS QUAD   -  LA CASA (1967)
 CT0260
 CT0260                         *CURRENT SURVEY CONTROL
 CT0260  ___________________________________________________________________
 CT0260* NAD 83(1986)-  32 32 19.     (N)    098 38 03.     (W)     SCALED    
 CT0260* NAVD 88     -       382.595  (meters)    1255.23   (feet)  ADJUSTED  
 CT0260  ___________________________________________________________________
 CT0260  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CT0260  DYNAMIC HT  -         382.110 (meters)    1253.64  (feet)  COMP
 CT0260  MODELED GRAV-     979,361.4   (mgal)                       NAVD 88
 CT0260
 CT0260  VERT ORDER  -  FIRST     CLASS II
 CT0260
 CT0260.The horizontal coordinates were scaled from a topographic map and have
 CT0260.an estimated accuracy of +/- 6 seconds.
 CT0260
 CT0260.The orthometric height was determined by differential leveling
 CT0260.and adjusted by the National Geodetic Survey in June 1991..
 CT0260
 CT0260.The geoid height was determined by GEOID03.
 CT0260
 CT0260.The dynamic height is computed by dividing the NAVD 88
 CT0260.geopotential number by the normal gravity value computed on the
 CT0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0260.degrees latitude (g = 980.6199 gals.).
 CT0260
 CT0260.The modeled gravity was interpolated from observed gravity values.
 CT0260
 CT0260;                    North         East    Units  Estimated Accuracy
 CT0260;SPC TXNC     - 2,096,700.      587,400.      MT  (+/- 180 meters Scaled)
 CT0260
 CT0260                          SUPERSEDED SURVEY CONTROL
 CT0260
 CT0260  NGVD 29 (??/??/92)  382.468  (m)         1254.81   (f) ADJ UNCH    1 2
 CT0260
 CT0260.Superseded values are not recommended for survey control.
 CT0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0260.See file dsdata.txt to determine how the superseded data were derived.
 CT0260
 CT0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB343001(NAD 83)
 CT0260_MARKER: DB = BENCH MARK DISK
 CT0260_SETTING: 66 = SET IN ROCK OUTCROP
 CT0260_SP_SET: ROCK OUTCROP
 CT0260_STAMPING: K 1051 1956
 CT0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0260+STABILITY: POSITION/ELEVATION WELL
 CT0260
 CT0260  HISTORY     - Date     Condition        Report By
 CT0260  HISTORY     - 1956     MONUMENTED       CGS
 CT0260
 CT0260                          STATION DESCRIPTION
 CT0260
 CT0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0260'5.7 MI NE FROM RANGER.
 CT0260'5.7 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0260'STATION AT RANGER, 11 POLES SOUTHWEST OF MILEPOST 335, 13.7 FEET
 CT0260'NORTHWEST OF THE NORTHWEST RAIL, 10.7 FEET WEST OF A SIGNAL BOX, 1.5
 CT0260'FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST SIDE
 CT0260'OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0417 ***********************************************************************
 CT0417  DESIGNATION -  K 1052
 CT0417  PID         -  CT0417
 CT0417  STATE/COUNTY-  TX/CALLAHAN
 CT0417  USGS QUAD   -  BAIRD (1966)
 CT0417
 CT0417                         *CURRENT SURVEY CONTROL
 CT0417  ___________________________________________________________________
 CT0417* NAD 83(1986)-  32 24 00.     (N)    099 27 18.     (W)     SCALED    
 CT0417* NAVD 88     -       599.511  (meters)    1966.90   (feet)  ADJUSTED  
 CT0417  ___________________________________________________________________
 CT0417  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CT0417  DYNAMIC HT  -         598.727 (meters)    1964.32  (feet)  COMP
 CT0417  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 CT0417
 CT0417  VERT ORDER  -  FIRST     CLASS II
 CT0417
 CT0417.The horizontal coordinates were scaled from a topographic map and have
 CT0417.an estimated accuracy of +/- 6 seconds.
 CT0417
 CT0417.The orthometric height was determined by differential leveling
 CT0417.and adjusted by the National Geodetic Survey in June 1991..
 CT0417
 CT0417.The geoid height was determined by GEOID03.
 CT0417
 CT0417.The dynamic height is computed by dividing the NAVD 88
 CT0417.geopotential number by the normal gravity value computed on the
 CT0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0417.degrees latitude (g = 980.6199 gals.).
 CT0417
 CT0417.The modeled gravity was interpolated from observed gravity values.
 CT0417
 CT0417;                    North         East    Units  Estimated Accuracy
 CT0417;SPC TXNC     - 2,081,730.      510,160.      MT  (+/- 180 meters Scaled)
 CT0417
 CT0417                          SUPERSEDED SURVEY CONTROL
 CT0417
 CT0417  NGVD 29 (??/??/92)  599.334  (m)         1966.32   (f) ADJ UNCH    1 2
 CT0417
 CT0417.Superseded values are not recommended for survey control.
 CT0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0417.See file dsdata.txt to determine how the superseded data were derived.
 CT0417
 CT0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA572848(NAD 83)
 CT0417_MARKER: DB = BENCH MARK DISK
 CT0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0417_STAMPING: K 1052 1956
 CT0417_MARK LOGO: CGS   
 CT0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0417+STABILITY: SURFACE MOTION
 CT0417
 CT0417  HISTORY     - Date     Condition        Report By
 CT0417  HISTORY     - 1956     MONUMENTED       CGS
 CT0417  HISTORY     - 1961     GOOD             NGS
 CT0417  HISTORY     - 1983     GOOD             NGS
 CT0417  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0417
 CT0417                          STATION DESCRIPTION
 CT0417
 CT0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0417'2.35 MI E FROM CLYDE.
 CT0417'2.35 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0417'AT CLYDE, 9 POLES EAST OF MILEPOST 390, 76 FEET WEST OF THE CENTER OF
 CT0417'A DIRT ROAD CROSSING, 45 FEET NORTH OF THE NORTH RAIL, 2.6 FEET SOUTH
 CT0417'OF A FENCE, 2.5 FEET WEST OF A WITNESS POST, 22 FEET NORTHEAST OF A
 CT0417'POWER POLE, 5 FEET BELOW THE TOP OF THE RAILS, 1.1 MILES WEST OF BENCH
 CT0417'MARK T 12, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 CT0417'ABOVE THE GROUND.
 CT0417
 CT0417                          STATION RECOVERY (1961)
 CT0417
 CT0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0417'RECOVERED IN GOOD CONDITION.
 CT0417
 CT0417                          STATION RECOVERY (1983)
 CT0417
 CT0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0417'RECOVERED IN GOOD CONDITION WITH THE EXCEPTION THAT THE RAILROAD
 CT0417'STATION IN CLYDE HAS BEEN DESTROYED.  NEW TO REACH FOLLOWS.  27.3 KM
 CT0417'(16.95 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CT0417'RAILROAD STATION IN ABILENE.
 CT0417
 CT0417                          STATION RECOVERY (2001)
 CT0417
 CT0417'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0385 ***********************************************************************
 CT0385  DESIGNATION -  K 1053
 CT0385  PID         -  CT0385
 CT0385  STATE/COUNTY-  TX/CALLAHAN
 CT0385  USGS QUAD   -  PUTNAM NORTH (1966)
 CT0385
 CT0385                         *CURRENT SURVEY CONTROL
 CT0385  ___________________________________________________________________
 CT0385* NAD 83(1986)-  32 22 55.     (N)    099 08 49.     (W)     SCALED    
 CT0385* NAVD 88     -       474.490  (meters)    1556.72   (feet)  ADJUSTED  
 CT0385  ___________________________________________________________________
 CT0385  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CT0385  DYNAMIC HT  -         473.874 (meters)    1554.70  (feet)  COMP
 CT0385  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 CT0385
 CT0385  VERT ORDER  -  FIRST     CLASS II
 CT0385
 CT0385.The horizontal coordinates were scaled from a topographic map and have
 CT0385.an estimated accuracy of +/- 6 seconds.
 CT0385
 CT0385.The orthometric height was determined by differential leveling
 CT0385.and adjusted by the National Geodetic Survey in June 1991..
 CT0385.WARNING-Repeat measurements at this control monument indicate possible
 CT0385.vertical movement.
 CT0385
 CT0385.The geoid height was determined by GEOID03.
 CT0385
 CT0385.The dynamic height is computed by dividing the NAVD 88
 CT0385.geopotential number by the normal gravity value computed on the
 CT0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0385.degrees latitude (g = 980.6199 gals.).
 CT0385
 CT0385.The modeled gravity was interpolated from observed gravity values.
 CT0385
 CT0385;                    North         East    Units  Estimated Accuracy
 CT0385;SPC TXNC     - 2,079,510.      539,130.      MT  (+/- 180 meters Scaled)
 CT0385
 CT0385                          SUPERSEDED SURVEY CONTROL
 CT0385
 CT0385  NGVD 29 (??/??/92)  474.340  (m)         1556.23   (f) ADJ UNCH    1 2
 CT0385
 CT0385.Superseded values are not recommended for survey control.
 CT0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0385.See file dsdata.txt to determine how the superseded data were derived.
 CT0385
 CT0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA861827(NAD 83)
 CT0385_MARKER: DB = BENCH MARK DISK
 CT0385_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CT0385_SP_SET: 10.5 FEET
 CT0385_STAMPING: K 1053 1956
 CT0385_MARK LOGO: CGS   
 CT0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0385
 CT0385  HISTORY     - Date     Condition        Report By
 CT0385  HISTORY     - 1956     MONUMENTED       CGS
 CT0385  HISTORY     - 1983     GOOD             NGS
 CT0385
 CT0385                          STATION DESCRIPTION
 CT0385
 CT0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0385'2.9 MI E FROM PUTNAM.
 CT0385'2.9 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0385'AT PUTNAM, 5 1/2 POLES EAST OF MILEPOST 371, 50 FEET SOUTH OF THE
 CT0385'CENTER LINE OF AN OILED ROAD, 33 FEET NORTH OF THE NORTH RAIL, 3.7
 CT0385'FEET SOUTH OF A TELEPHONE POLE, 5 1/2 POLES EAST OF THE EAST END OF
 CT0385'TRESTLE 371.0, 1.9 FEET EAST OF A WITNESS POST, CLAMPED ON THE TOP OF
 CT0385'A COPPER COATED STEEL ROD WHICH IS DRIVEN 10.5 FEET IN THE GROUND,
 CT0385'INCASED IN A 6 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE
 CT0385'GROUND.
 CT0385
 CT0385                          STATION RECOVERY (1983)
 CT0385
 CT0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0385'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.1 KM
 CT0385'(17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0385'FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG
 CT0385'CONRAD HILTON AVENUE, THENCE 16.4 KM (10.2 MI) WESTERLY ALONG THE
 CT0385'MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0634 ***********************************************************************
 CU0634  DESIGNATION -  K 1054
 CU0634  PID         -  CU0634
 CU0634  STATE/COUNTY-  TX/MIDLAND
 CU0634  USGS QUAD   -  GERMANIA (1974)
 CU0634
 CU0634                         *CURRENT SURVEY CONTROL
 CU0634  ___________________________________________________________________
 CU0634* NAD 83(1986)-  32 04 14.     (N)    101 55 40.     (W)     SCALED    
 CU0634* NAVD 88     -       835.243  (meters)    2740.29   (feet)  ADJUSTED  
 CU0634  ___________________________________________________________________
 CU0634  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 CU0634  DYNAMIC HT  -         834.077 (meters)    2736.47  (feet)  COMP
 CU0634  MODELED GRAV-     979,215.6   (mgal)                       NAVD 88
 CU0634
 CU0634  VERT ORDER  -  FIRST     CLASS II
 CU0634
 CU0634.The horizontal coordinates were scaled from a topographic map and have
 CU0634.an estimated accuracy of +/- 6 seconds.
 CU0634
 CU0634.The orthometric height was determined by differential leveling
 CU0634.and adjusted by the National Geodetic Survey in June 1991..
 CU0634
 CU0634.The geoid height was determined by GEOID03.
 CU0634
 CU0634.The dynamic height is computed by dividing the NAVD 88
 CU0634.geopotential number by the normal gravity value computed on the
 CU0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0634.degrees latitude (g = 980.6199 gals.).
 CU0634
 CU0634.The modeled gravity was interpolated from observed gravity values.
 CU0634
 CU0634;                    North         East    Units  Estimated Accuracy
 CU0634;SPC TX C     - 3,267,580.      549,450.      MT  (+/- 180 meters Scaled)
 CU0634
 CU0634                          SUPERSEDED SURVEY CONTROL
 CU0634
 CU0634  NGVD 29 (??/??/92)  834.914  (m)         2739.21   (f) ADJ UNCH    1 2
 CU0634
 CU0634.Superseded values are not recommended for survey control.
 CU0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0634.See file dsdata.txt to determine how the superseded data were derived.
 CU0634
 CU0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA236520(NAD 83)
 CU0634_MARKER: DB = BENCH MARK DISK
 CU0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0634_STAMPING: K 1054 1956
 CU0634_MARK LOGO: CGS   
 CU0634_PROJECTION: PROJECTING 5 CENTIMETERS
 CU0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0634+STABILITY: SURFACE MOTION
 CU0634
 CU0634  HISTORY     - Date     Condition        Report By
 CU0634  HISTORY     - 1956     MONUMENTED       CGS
 CU0634  HISTORY     - 1982     GOOD             NGS
 CU0634  HISTORY     - 20000402 MARK NOT FOUND   LOCSUR
 CU0634
 CU0634                          STATION DESCRIPTION
 CU0634
 CU0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0634'9.0 MI SW FROM STANTON.
 CU0634'9.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0634'STATION AT STANTON, 10 POLES SOUTHWEST OF MILEPOST 543, AT A ROAD
 CU0634'CROSSING, 66 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD LEADING
 CU0634'SOUTHEAST, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 34 FEET SOUTHWEST
 CU0634'OF A FENCE CORNER, 13.5 FEET SOUTHWEST OF A TELEPHONE POLE, IN LINE
 CU0634'WITH A ROW OF TELEPHONE POLES, 8 FEET NORTHWEST OF A FENCE, 2 FEET
 CU0634'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CU0634'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CU0634
 CU0634                          STATION RECOVERY (1982)
 CU0634
 CU0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0634'15.9 KM (9.9 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0634'FROM THE POST OFFICE IN MIDLAND, 0.1 KM (0.05 MI) SOUTHWEST OF THE
 CU0634'FARM ROAD 1208 OVERPASS OF THE RAILROAD, 26.7 METERS (87.6 FT)
 CU0634'NORTHWEST OF A FENCE CORNER, 12.9 METERS (42.3 FT) SOUTHEAST OF THE
 CU0634'NEAR RAIL AND 8.8 METERS (28.9 FT) NORTHWEST OF THE CENTER OF A
 CU0634'SERVICE ROAD.
 CU0634'THE MARK IS 0.5 METERS  WSW FROM A WITNESS POST.
 CU0634'THE MARK IS 0.9 M BELOW THE TRACKS.
 CU0634
 CU0634                          STATION RECOVERY (2000)
 CU0634
 CU0634'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JW)
 CU0634'NO EVIDENCE OF WITNESS POST OF ROW OF TELEPHONE POLES.  A GUY ANCHOR
 CU0634'AND UTILITY POLE BASE CUT OFF FLUSH WITH THE GROUND WAS FOUND NEAR THE
 CU0634'REPORTED LOCATION OF THE MARK.  A LINE OF SW BELL TELEPHONE CABLE
 CU0634'WARNING SIGNS HAS REPLACE THE AERIAL TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0564 ***********************************************************************
 CT0564  DESIGNATION -  K 1055
 CT0564  PID         -  CT0564
 CT0564  STATE/COUNTY-  TX/TAYLOR
 CT0564  USGS QUAD   -  MERKEL EAST (1984)
 CT0564
 CT0564                         *CURRENT SURVEY CONTROL
 CT0564  ___________________________________________________________________
 CT0564* NAD 83(1986)-  32 27 28.     (N)    099 52 49.     (W)     SCALED    
 CT0564* NAVD 88     -       548.853  (meters)    1800.70   (feet)  ADJUSTED  
 CT0564  ___________________________________________________________________
 CT0564  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CT0564  DYNAMIC HT  -         548.140 (meters)    1798.36  (feet)  COMP
 CT0564  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 CT0564
 CT0564  VERT ORDER  -  FIRST     CLASS II
 CT0564
 CT0564.The horizontal coordinates were scaled from a topographic map and have
 CT0564.an estimated accuracy of +/- 6 seconds.
 CT0564
 CT0564.The orthometric height was determined by differential leveling
 CT0564.and adjusted by the National Geodetic Survey in June 1991..
 CT0564.WARNING-Repeat measurements at this control monument indicate possible
 CT0564.vertical movement.
 CT0564
 CT0564.The geoid height was determined by GEOID03.
 CT0564
 CT0564.The dynamic height is computed by dividing the NAVD 88
 CT0564.geopotential number by the normal gravity value computed on the
 CT0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0564.degrees latitude (g = 980.6199 gals.).
 CT0564
 CT0564.The modeled gravity was interpolated from observed gravity values.
 CT0564
 CT0564;                    North         East    Units  Estimated Accuracy
 CT0564;SPC TXNC     - 2,088,580.      470,240.      MT  (+/- 180 meters Scaled)
 CT0564
 CT0564                          SUPERSEDED SURVEY CONTROL
 CT0564
 CT0564  NGVD 29 (??/??/92)  548.631  (m)         1799.97   (f) ADJ UNCH    1 2
 CT0564
 CT0564.Superseded values are not recommended for survey control.
 CT0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0564.See file dsdata.txt to determine how the superseded data were derived.
 CT0564
 CT0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA172915(NAD 83)
 CT0564_MARKER: DB = BENCH MARK DISK
 CT0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0564_STAMPING: K 1055 1956
 CT0564_MARK LOGO: CGS   
 CT0564_PROJECTION: PROJECTING 10 CENTIMETERS
 CT0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0564+STABILITY: SURFACE MOTION
 CT0564
 CT0564  HISTORY     - Date     Condition        Report By
 CT0564  HISTORY     - 1956     MONUMENTED       CGS
 CT0564  HISTORY     - 1982     GOOD             NGS
 CT0564  HISTORY     - 19940804 GOOD             USPSQD
 CT0564  HISTORY     - 20011013 GOOD             USPSQD
 CT0564
 CT0564                          STATION DESCRIPTION
 CT0564
 CT0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0564'0.6 MI W FROM TYE.
 CT0564'0.6 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0564'OFFICE AT TYE, 5 1/2 POLES WEST OF MILEPOST 415, 53 FEET SOUTH OF THE
 CT0564'CENTER LINE OF U.S. HIGHWAY 80, 29.7 FEET NORTH OF THE NORTH RAIL OF
 CT0564'THE MAIN TRACK, 15.5 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 6
 CT0564'FEET WEST OF A TELEPHONE POLE, 2.5 FEET EAST OF A WITNESS POST, SET IN
 CT0564'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CT0564
 CT0564                          STATION RECOVERY (1982)
 CT0564
 CT0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0564'9.0 KM (5.6 MI) WESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM ITS
 CT0564'JUNCTION WITH U.S. HIGHWAYS 83 AND 277 AT THE WEST EDGE OF ABILENE,
 CT0564'0.9 KM (0.55 MI) WEST OF THE CROSSING OF FARM ROAD 707 IN THE
 CT0564'COMMUNITY OF TYE, 0.3 KM (0.2 MI) WEST OF MILEPOST 415, 16.3 METERS
 CT0564'(53.5 FT) SOUTH OF THE CENTERLINE OF FARM ROAD 320, 4.7 METERS (15.4
 CT0564'FT) NORTH OF THE NEAR RAIL AND 2.3 METERS (7.5 FT) NORTH OF A UTILITY
 CT0564'POLE.
 CT0564'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CT0564'THE MARK IS 0.3 M BELOW THE TRACKS.
 CT0564
 CT0564                          STATION RECOVERY (1994)
 CT0564
 CT0564'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0564'RECOVERED IN GOOD CONDITION.
 CT0564
 CT0564                          STATION RECOVERY (2001)
 CT0564
 CT0564'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0088 ***********************************************************************
 CU0088  DESIGNATION -  K 1056
 CU0088  PID         -  CU0088
 CU0088  STATE/COUNTY-  TX/NOLAN
 CU0088  USGS QUAD   -  ESKOTA (1987)
 CU0088
 CU0088                         *CURRENT SURVEY CONTROL
 CU0088  ___________________________________________________________________
 CU0088* NAD 83(1986)-  32 30 43.     (N)    100 18 26.     (W)     SCALED    
 CU0088* NAVD 88     -       603.353  (meters)    1979.50   (feet)  POSTED    
 CU0088  ___________________________________________________________________
 CU0088  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CU0088  DYNAMIC HT  -         602.550 (meters)    1976.87  (feet)  COMP
 CU0088  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 CU0088
 CU0088  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0088
 CU0088.The horizontal coordinates were scaled from a topographic map and have
 CU0088.an estimated accuracy of +/- 6 seconds.
 CU0088
 CU0088.The orthometric height was determined by differential leveling
 CU0088.and adjusted by the National Geodetic Survey in 1992..
 CU0088.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0088.rate of 0.0 thru 1.0 mm/km.
 CU0088
 CU0088.The geoid height was determined by GEOID03.
 CU0088
 CU0088.The dynamic height is computed by dividing the NAVD 88
 CU0088.geopotential number by the normal gravity value computed on the
 CU0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0088.degrees latitude (g = 980.6199 gals.).
 CU0088
 CU0088.The modeled gravity was interpolated from observed gravity values.
 CU0088
 CU0088;                    North         East    Units  Estimated Accuracy
 CU0088;SPC TXNC     - 2,095,190.      430,210.      MT  (+/- 180 meters Scaled)
 CU0088
 CU0088                          SUPERSEDED SURVEY CONTROL
 CU0088
 CU0088  NGVD 29 (??/??/92)  603.149  (m)         1978.83   (f) ADJ UNCH    1 2
 CU0088
 CU0088.Superseded values are not recommended for survey control.
 CU0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0088.See file dsdata.txt to determine how the superseded data were derived.
 CU0088
 CU0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA772979(NAD 83)
 CU0088_MARKER: DB = BENCH MARK DISK
 CU0088_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0088_SP_SET: 38.5 FT
 CU0088_STAMPING: K 1056 1956
 CU0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0088
 CU0088  HISTORY     - Date     Condition        Report By
 CU0088  HISTORY     - 1956     MONUMENTED       CGS
 CU0088
 CU0088                          STATION DESCRIPTION
 CU0088
 CU0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0088'6.8 MI NE FROM SWEETWATER.
 CU0088'6.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0088'STATION AT SWEETWATER, 26 FEET SOUTH OF THE SOUTH RAIL, 114 FEET EAST
 CU0088'OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 69.7 FEET NORTH OF
 CU0088'THE NORTH RAIL OF THE MAIN TRACK OF THE GULF, COLORADO AND SANTA FE
 CU0088'RAILROAD, 5.3 FEET EAST OF MILEPOST 441, 2 FEET WEST OF A WITNESS
 CU0088'POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH
 CU0088'IS DRIVEN 38.5 FEET IN THE GROUND, INCASED IN A 4 INCH TILE PIPE WHICH
 CU0088'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0181 ***********************************************************************
 CU0181  SACS        -  This is a Secondary Airport Control Station.
 CU0181  DESIGNATION -  K 1057
 CU0181  PID         -  CU0181
 CU0181  STATE/COUNTY-  TX/NOLAN
 CU0181  USGS QUAD   -  SWEETWATER (1987)
 CU0181
 CU0181                         *CURRENT SURVEY CONTROL
 CU0181  ___________________________________________________________________
 CU0181* NAD 83(1993)-  32 27 52.48905(N)    100 28 19.58828(W)     ADJUSTED  
 CU0181* NAVD 88     -       726.492  (meters)    2383.50   (feet)  ADJUSTED  
 CU0181  ___________________________________________________________________
 CU0181  X           -    -979,155.260 (meters)                     COMP
 CU0181  Y           -  -5,297,439.892 (meters)                     COMP
 CU0181  Z           -   3,404,385.216 (meters)                     COMP
 CU0181  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 CU0181  ELLIP HEIGHT-         699.43  (meters)          (02/14/01) GPS OBS
 CU0181  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CU0181  DYNAMIC HT  -         725.522 (meters)    2380.32  (feet)  COMP
 CU0181  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 CU0181
 CU0181  HORZ ORDER  -  FIRST
 CU0181  VERT ORDER  -  FIRST     CLASS II
 CU0181  ELLP ORDER  -  FIFTH     CLASS I
 CU0181
 CU0181.This mark is at Avenger Fld (SWW) Airport (SWW)
 CU0181
 CU0181.The horizontal coordinates were established by GPS observations
 CU0181.and adjusted by the National Geodetic Survey in July 1997..
 CU0181
 CU0181.The orthometric height was determined by differential leveling
 CU0181.and adjusted by the National Geodetic Survey in June 1991..
 CU0181
 CU0181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CU0181
 CU0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU0181
 CU0181.The ellipsoidal height was determined by GPS observations
 CU0181.and is referenced to NAD 83.
 CU0181
 CU0181.The geoid height was determined by GEOID03.
 CU0181
 CU0181.The dynamic height is computed by dividing the NAVD 88
 CU0181.geopotential number by the normal gravity value computed on the
 CU0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0181.degrees latitude (g = 980.6199 gals.).
 CU0181
 CU0181.The modeled gravity was interpolated from observed gravity values.
 CU0181
 CU0181;                    North         East     Units Scale Factor Converg.
 CU0181;SPC TXNC     - 2,090,221.504   414,619.929   MT  0.99992474   -1 04 32.1
 CU0181;SPC TXNC     - 6,857,668.38  1,360,298.88   sFT  0.99992474   -1 04 32.1
 CU0181;UTM  14      - 3,592,886.957   361,650.733   MT  0.99983603   -0 47 25.2
 CU0181
 CU0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU0181!SPC TXNC     -   0.99989019  x   0.99992474  =   0.99981494
 CU0181!UTM  14      -   0.99989019  x   0.99983603  =   0.99972624
 CU0181
 CU0181                          SUPERSEDED SURVEY CONTROL
 CU0181
 CU0181  ELLIP H (07/08/97)  699.44   (m)                       GP(       ) 5 1
 CU0181  NAVD 88 (07/08/97)  726.51   (m)         2383.6    (f) LEVELING    3  
 CU0181  NGVD 29 (??/??/92)  726.232  (m)         2382.65   (f) ADJ UNCH    1 2
 CU0181
 CU0181.Superseded values are not recommended for survey control.
 CU0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0181.See file dsdata.txt to determine how the superseded data were derived.
 CU0181
 CU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA6165192887(NAD 83)
 CU0181_MARKER: DB = BENCH MARK DISK
 CU0181_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CU0181+WITH SETTING: PAVEMENT
 CU0181_SP_SET: TOWER BASE
 CU0181_STAMPING: K 1057 1956
 CU0181_MARK LOGO: NGS   
 CU0181_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0181+STABILITY: SURFACE MOTION
 CU0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0181+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1995
 CU0181
 CU0181  HISTORY     - Date     Condition        Report By
 CU0181  HISTORY     - 1956     MONUMENTED       CGS
 CU0181  HISTORY     - 1968     GOOD             NGS
 CU0181  HISTORY     - 19950520 GOOD             NGS
 CU0181
 CU0181                          STATION DESCRIPTION
 CU0181
 CU0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0181'4.95 MI SW FROM SWEETWATER.
 CU0181'4.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0181'STATION AT SWEETWATER, THENCE 0.1 MILE NORTH ALONG STATE HIGHWAY 170,
 CU0181'THENCE 0.65 MILE NORTHWEST ALONG THE ACCESS ROAD TO THE SWEETWATER
 CU0181'AIRPORT, 0.15 MILE NORTH OF THE ADMINISTRATION BUILDING AT THE
 CU0181'AIRPORT, SET IN THE TOP OF THE CENTER OF THE CONCRETE BASE OF THE
 CU0181'BEACON TOWER.
 CU0181
 CU0181                          STATION RECOVERY (1968)
 CU0181
 CU0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CU0181'RECOVERED IN GOOD CONDITION.
 CU0181
 CU0181                          STATION RECOVERY (1995)
 CU0181
 CU0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CU0181'THE STATION IS LOCATED ABOUT 1.4 KM (0.85 MI) WEST OF SWEETWATER, 1.0
 CU0181'KM (0.60 MI) NORTH OF THE INTERSTATE HIGHWAY 20, ON THE SWEETWATER
 CU0181'MUNICIPAL AIRPORT, NORTH OF THE AIRPORT OFFICE IN AN ABANDONED
 CU0181'CONCRETE TOWER BASE.  OWNERSHIP--CITY OF SWEETWATER, BOX 450,
 CU0181'SWEETWATER TX 79556.  TO REACH THE STATION FROM THE OVERPASS JUNCTION
 CU0181'OF INTERSTATE HIGHWAY 20 AND LOOP 170 (EXIT 240) GO NORTHEAST ON LOOP
 CU0181'170 FOR 0.8 KM, (0.50 MI) TO AIRPORT ROAD, (COLLEGE DRIVE) TURN LEFT,
 CU0181'NORTHWEST, GO 0.8 KM (0.50 MI) ALONG COLLEGE DRIVE TO THE AIRPORT
 CU0181'OFFICE ON THE RIGHT, TURN RIGHT, EAST, GO 60 METERS (196.8 FT) THROUGH
 CU0181'A GATE AND PAST THE OFFICE, TURN LEFT, NORTH, GO 0.25 KM (0.15 MI) TO
 CU0181'THE STATION ON THE LEFT.  THE STATION IS IN TOP OF AND NEAR THE CENTER
 CU0181'OF A 11X11-FOOT ABANDONED CONCRETE FOOTING, 33.1 M (108.6 FT) EAST OF
 CU0181'THE SOUTHEAST CORNER OF THE MOST NORTHERLY HANGAR, 12.0 M (39.4 FT)
 CU0181'NORTH OF THE NORTHEAST CORNER OF A SMALL CONCRETE BUILDING, AND 0.1 M
 CU0181'(0.3 FT) ABOVE THE LEVEL OF THE APRON.  THIS IS A SECONDARY AIRPORT
 CU0181'CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0323 ***********************************************************************
 CU0323  DESIGNATION -  K 1058
 CU0323  PID         -  CU0323
 CU0323  STATE/COUNTY-  TX/MITCHELL
 CU0323  USGS QUAD   -  CEDAR BEND (1979)
 CU0323
 CU0323                         *CURRENT SURVEY CONTROL
 CU0323  ___________________________________________________________________
 CU0323* NAD 83(1986)-  32 26 56.     (N)    100 56 25.     (W)     SCALED    
 CU0323* NAVD 88     -       650.716  (meters)    2134.89   (feet)  ADJUSTED  
 CU0323  ___________________________________________________________________
 CU0323  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CU0323  DYNAMIC HT  -         649.847 (meters)    2132.04  (feet)  COMP
 CU0323  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 CU0323
 CU0323  VERT ORDER  -  FIRST     CLASS II
 CU0323
 CU0323.The horizontal coordinates were scaled from a topographic map and have
 CU0323.an estimated accuracy of +/- 6 seconds.
 CU0323
 CU0323.The orthometric height was determined by differential leveling
 CU0323.and adjusted by the National Geodetic Survey in June 1991..
 CU0323
 CU0323.The geoid height was determined by GEOID03.
 CU0323
 CU0323.The dynamic height is computed by dividing the NAVD 88
 CU0323.geopotential number by the normal gravity value computed on the
 CU0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0323.degrees latitude (g = 980.6199 gals.).
 CU0323
 CU0323.The modeled gravity was interpolated from observed gravity values.
 CU0323
 CU0323;                    North         East    Units  Estimated Accuracy
 CU0323;SPC TXNC     - 2,089,410.      370,580.      MT  (+/- 180 meters Scaled)
 CU0323
 CU0323                          SUPERSEDED SURVEY CONTROL
 CU0323
 CU0323  NGVD 29 (??/??/92)  650.476  (m)         2134.10   (f) ADJ UNCH    1 2
 CU0323
 CU0323.Superseded values are not recommended for survey control.
 CU0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0323.See file dsdata.txt to determine how the superseded data were derived.
 CU0323
 CU0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA176918(NAD 83)
 CU0323_MARKER: DB = BENCH MARK DISK
 CU0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0323_STAMPING: K 1058 1956
 CU0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0323+STABILITY: SURFACE MOTION
 CU0323
 CU0323  HISTORY     - Date     Condition        Report By
 CU0323  HISTORY     - 1956     MONUMENTED       CGS
 CU0323
 CU0323                          STATION DESCRIPTION
 CU0323
 CU0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0323'8.8 MI NW FROM COLORADO CITY.
 CU0323'3.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0323'AT COLORADO CITY, THENCE 2.0 MILES NORTH ALONG FARM ROAD 1229, THENCE
 CU0323'0.5 MILE WEST ALONG FARM ROAD 1229, THENCE 2.0 MILES NORTH ALONG A
 CU0323'GRADED DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD, 264
 CU0323'FEET EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING NORTH, 246
 CU0323'FEET EAST OF A POWER POLE, 37 FEET SOUTH OF A FENCE LEADING EAST, 2
 CU0323'FEET NORTH OF AN EAST AND WEST FENCE, 2.7 FEET WEST OF A WITNESS POST,
 CU0323'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CU0323'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0606 ***********************************************************************
 CU0606  DESIGNATION -  K 1059
 CU0606  PID         -  CU0606
 CU0606  STATE/COUNTY-  TX/HOWARD
 CU0606  USGS QUAD   -  NATURAL DAM LAKE (1966)
 CU0606
 CU0606                         *CURRENT SURVEY CONTROL
 CU0606  ___________________________________________________________________
 CU0606* NAD 83(1986)-  32 11 12.     (N)    101 37 37.     (W)     SCALED    
 CU0606* NAVD 88     -       754.555  (meters)    2475.57   (feet)  ADJUSTED  
 CU0606  ___________________________________________________________________
 CU0606  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 CU0606  DYNAMIC HT  -         753.519 (meters)    2472.17  (feet)  COMP
 CU0606  MODELED GRAV-     979,240.7   (mgal)                       NAVD 88
 CU0606
 CU0606  VERT ORDER  -  FIRST     CLASS II
 CU0606
 CU0606.The horizontal coordinates were scaled from a topographic map and have
 CU0606.an estimated accuracy of +/- 6 seconds.
 CU0606
 CU0606.The orthometric height was determined by differential leveling
 CU0606.and adjusted by the National Geodetic Survey in June 1991..
 CU0606
 CU0606.The geoid height was determined by GEOID03.
 CU0606
 CU0606.The dynamic height is computed by dividing the NAVD 88
 CU0606.geopotential number by the normal gravity value computed on the
 CU0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0606.degrees latitude (g = 980.6199 gals.).
 CU0606
 CU0606.The modeled gravity was interpolated from observed gravity values.
 CU0606
 CU0606;                    North         East    Units  Estimated Accuracy
 CU0606;SPC TXNC     - 2,062,050.      305,170.      MT  (+/- 180 meters Scaled)
 CU0606
 CU0606                          SUPERSEDED SURVEY CONTROL
 CU0606
 CU0606  NGVD 29 (??/??/92)  754.271  (m)         2474.64   (f) ADJ UNCH    1 2
 CU0606
 CU0606.Superseded values are not recommended for survey control.
 CU0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0606.See file dsdata.txt to determine how the superseded data were derived.
 CU0606
 CU0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA523641(NAD 83)
 CU0606_MARKER: DB = BENCH MARK DISK
 CU0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0606_STAMPING: K 1059 1956
 CU0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0606+STABILITY: SURFACE MOTION
 CU0606
 CU0606  HISTORY     - Date     Condition        Report By
 CU0606  HISTORY     - 1956     MONUMENTED       CGS
 CU0606
 CU0606                          STATION DESCRIPTION
 CU0606
 CU0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0606'10.55 MI SW FROM BIG SPRING.
 CU0606'10.55 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0606'STATION AT BIG SPRING, 0.4 MILE NORTHEAST OF THE STATION SIGN AT
 CU0606'MORITA, 95 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 55
 CU0606'FEET SOUTHEAST OF THE 3RD POLE NORTHEAST OF MILEPOST 524, AT AN OFFSET
 CU0606'IN THE RIGHT OF WAY FENCE, 15.5 FEET SOUTHWEST OF A FENCE CORNER, 2.8
 CU0606'FEET NORTHWEST OF A FENCE, 3.6 FEET SOUTHWEST OF A WITNESS POST, 0.4
 CU0606'MILE NORTHEAST OF BENCH MARK P 14, SET IN THE TOP OF A CONCRETE POST
 CU0606'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0011 ***********************************************************************
 BP0011  DESIGNATION -  K 106
 BP0011  PID         -  BP0011
 BP0011  STATE/COUNTY-  TX/PECOS
 BP0011  USGS QUAD   -  BAKERSFIELD (1969)
 BP0011
 BP0011                         *CURRENT SURVEY CONTROL
 BP0011  ___________________________________________________________________
 BP0011* NAD 83(1986)-  30 53 31.     (N)    102 15 14.     (W)     SCALED    
 BP0011* NAVD 88     -       786.386  (meters)    2580.00   (feet)  ADJUSTED  
 BP0011  ___________________________________________________________________
 BP0011  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BP0011  DYNAMIC HT  -         785.236 (meters)    2576.23  (feet)  COMP
 BP0011  MODELED GRAV-     979,152.3   (mgal)                       NAVD 88
 BP0011
 BP0011  VERT ORDER  -  FIRST     CLASS II
 BP0011
 BP0011.The horizontal coordinates were scaled from a topographic map and have
 BP0011.an estimated accuracy of +/- 6 seconds.
 BP0011
 BP0011.The orthometric height was determined by differential leveling
 BP0011.and adjusted by the National Geodetic Survey in June 1991..
 BP0011
 BP0011.The geoid height was determined by GEOID03.
 BP0011
 BP0011.The dynamic height is computed by dividing the NAVD 88
 BP0011.geopotential number by the normal gravity value computed on the
 BP0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0011.degrees latitude (g = 980.6199 gals.).
 BP0011
 BP0011.The modeled gravity was interpolated from observed gravity values.
 BP0011
 BP0011;                    North         East    Units  Estimated Accuracy
 BP0011;SPC TX C     - 3,137,410.      516,400.      MT  (+/- 180 meters Scaled)
 BP0011
 BP0011                          SUPERSEDED SURVEY CONTROL
 BP0011
 BP0011  NGVD 29 (??/??/92)  786.114  (m)         2579.11   (f) ADJ UNCH    1 2
 BP0011
 BP0011.Superseded values are not recommended for survey control.
 BP0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0011.See file dsdata.txt to determine how the superseded data were derived.
 BP0011
 BP0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ625208(NAD 83)
 BP0011_MARKER: DB = BENCH MARK DISK
 BP0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0011_STAMPING: K 106 1933 2879.109
 BP0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0011+STABILITY: SURFACE MOTION
 BP0011
 BP0011  HISTORY     - Date     Condition        Report By
 BP0011  HISTORY     - 1933     MONUMENTED       CGS
 BP0011  HISTORY     - 1958     GOOD             NGS
 BP0011
 BP0011                          STATION DESCRIPTION
 BP0011
 BP0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0011'32.85 MI W FROM SHEFFIELD.
 BP0011'ABOUT 32.85 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0011'SHEFFIELD, 58 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 252 FEET
 BP0011'EAST-SOUTHEAST OF THE EAST END OF A CONCRETE HEADWALL OF A CULVERT,
 BP0011'4.8 FEET SOUTH OF THE SOUTH HIGHWAY RIGHT OF WAY FENCE, 1 FOOT EAST OF
 BP0011'A WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE POST, ABOUT 2
 BP0011'INCHES BELOW THE SURFACE, AND SURROUNDED BY A CIRCLE OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0545 ***********************************************************************
 CU0545  DESIGNATION -  K 1060
 CU0545  PID         -  CU0545
 CU0545  STATE/COUNTY-  TX/MITCHELL
 CU0545  USGS QUAD   -  WESTBROOK (1978)
 CU0545
 CU0545                         *CURRENT SURVEY CONTROL
 CU0545  ___________________________________________________________________
 CU0545* NAD 83(1986)-  32 20 26.     (N)    101 04 35.     (W)     SCALED    
 CU0545* NAVD 88     -       678.233  (meters)    2225.17   (feet)  ADJUSTED  
 CU0545  ___________________________________________________________________
 CU0545  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 CU0545  DYNAMIC HT  -         677.322 (meters)    2222.18  (feet)  COMP
 CU0545  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 CU0545
 CU0545  VERT ORDER  -  FIRST     CLASS II
 CU0545
 CU0545.The horizontal coordinates were scaled from a topographic map and have
 CU0545.an estimated accuracy of +/- 6 seconds.
 CU0545
 CU0545.The orthometric height was determined by differential leveling
 CU0545.and adjusted by the National Geodetic Survey in June 1991..
 CU0545.WARNING-Repeat measurements at this control monument indicate possible
 CU0545.vertical movement.
 CU0545
 CU0545.The geoid height was determined by GEOID03.
 CU0545
 CU0545.The dynamic height is computed by dividing the NAVD 88
 CU0545.geopotential number by the normal gravity value computed on the
 CU0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0545.degrees latitude (g = 980.6199 gals.).
 CU0545
 CU0545.The modeled gravity was interpolated from observed gravity values.
 CU0545
 CU0545;                    North         East    Units  Estimated Accuracy
 CU0545;SPC TXNC     - 2,077,700.      357,490.      MT  (+/- 180 meters Scaled)
 CU0545
 CU0545                          SUPERSEDED SURVEY CONTROL
 CU0545
 CU0545  NGVD 29 (??/??/92)  677.911  (m)         2224.11   (f) ADJ UNCH    1 2
 CU0545
 CU0545.Superseded values are not recommended for survey control.
 CU0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0545.See file dsdata.txt to determine how the superseded data were derived.
 CU0545
 CU0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA045800(NAD 83)
 CU0545_MARKER: DB = BENCH MARK DISK
 CU0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0545_STAMPING: K 1060 1956
 CU0545_MARK LOGO: CGS   
 CU0545_PROJECTION: FLUSH
 CU0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0545+STABILITY: SURFACE MOTION
 CU0545
 CU0545  HISTORY     - Date     Condition        Report By
 CU0545  HISTORY     - 1956     MONUMENTED       CGS
 CU0545  HISTORY     - 1982     GOOD             NGS
 CU0545
 CU0545                          STATION DESCRIPTION
 CU0545
 CU0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0545'4.0 MI SW FROM WESTBROOK.
 CU0545'4.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0545'SECTION FOREMANS HOUSE AT WESTBROOK, 88 FEET NORTHWEST OF MILEPOST
 CU0545'489, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANE OF
 CU0545'U.S. HIGHWAY 80, 30 FEET NORTHWEST OF THE NORTHWEST RAIL, 24.5 FEET
 CU0545'NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 CU0545'3 FEET SOUTHWEST OF A WITNESS POST, 3 FEET BELOW THE TOP OF THE RAILS,
 CU0545'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CU0545'GROUND.
 CU0545
 CU0545                          STATION RECOVERY (1982)
 CU0545
 CU0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0545'22.4 KM (13.9 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0545'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, 36.6 METERS (120.1
 CU0545'FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 CU0545'17.2 METERS (56.4 FT) SOUTH OF THE CENTERLINE OF THE FRONTAGE ROAD,
 CU0545'9.2 METERS (30.2 FT) NORTH OF THE NEAR RAIL OF THE TEXAS AND PACIFIC
 CU0545'RAILROAD AND 7.5 METERS (24.6 FT) EAST-NORTHEAST OF RAILROAD MILEPOST
 CU0545'489.
 CU0545'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CU0545'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0008 ***********************************************************************
 CC0008  DESIGNATION -  K 1061
 CC0008  PID         -  CC0008
 CC0008  STATE/COUNTY-  TX/MIDLAND
 CC0008  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0008
 CC0008                         *CURRENT SURVEY CONTROL
 CC0008  ___________________________________________________________________
 CC0008* NAD 83(1986)-  31 58 42.     (N)    102 06 28.     (W)     SCALED    
 CC0008* NAVD 88     -       861.476  (meters)    2826.36   (feet)  ADJUSTED  
 CC0008  ___________________________________________________________________
 CC0008  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CC0008  DYNAMIC HT  -         860.265 (meters)    2822.39  (feet)  COMP
 CC0008  MODELED GRAV-     979,204.3   (mgal)                       NAVD 88
 CC0008
 CC0008  VERT ORDER  -  FIRST     CLASS II
 CC0008
 CC0008.The horizontal coordinates were scaled from a topographic map and have
 CC0008.an estimated accuracy of +/- 6 seconds.
 CC0008
 CC0008.The orthometric height was determined by differential leveling
 CC0008.and adjusted by the National Geodetic Survey in June 1991..
 CC0008
 CC0008.The geoid height was determined by GEOID03.
 CC0008
 CC0008.The dynamic height is computed by dividing the NAVD 88
 CC0008.geopotential number by the normal gravity value computed on the
 CC0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0008.degrees latitude (g = 980.6199 gals.).
 CC0008
 CC0008.The modeled gravity was interpolated from observed gravity values.
 CC0008
 CC0008;                    North         East    Units  Estimated Accuracy
 CC0008;SPC TX C     - 3,257,610.      532,290.      MT  (+/- 180 meters Scaled)
 CC0008
 CC0008                          SUPERSEDED SURVEY CONTROL
 CC0008
 CC0008  NGVD 29 (??/??/92)  861.102  (m)         2825.13   (f) ADJ UNCH    1 2
 CC0008
 CC0008.Superseded values are not recommended for survey control.
 CC0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0008.See file dsdata.txt to determine how the superseded data were derived.
 CC0008
 CC0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR733416(NAD 83)
 CC0008_MARKER: DB = BENCH MARK DISK
 CC0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0008_STAMPING: K 1061 1956
 CC0008_MARK LOGO: CGS   
 CC0008_PROJECTION: PROJECTING 12 CENTIMETERS
 CC0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0008+STABILITY: SURFACE MOTION
 CC0008
 CC0008  HISTORY     - Date     Condition        Report By
 CC0008  HISTORY     - 1956     MONUMENTED       CGS
 CC0008  HISTORY     - 1982     GOOD             NGS
 CC0008
 CC0008                          STATION DESCRIPTION
 CC0008
 CC0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0008'2.2 MI SW FROM MIDLAND.
 CC0008'2.2 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0008'STATION AT MIDLAND, 95 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 CC0008'MAIN TRACK, 77 FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 163 FEET
 CC0008'SOUTHEAST OF THE CENTER LINE OF THE BANKHEAD HIGHWAY, 3 FEET SOUTHEAST
 CC0008'OF A FENCE, 2.7 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CC0008'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CC0008
 CC0008                          STATION RECOVERY (1982)
 CC0008
 CC0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0008'3.8 KM (2.35 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0008'FROM THE POST OFFICE IN MIDLAND, 49.0 METERS (160.8 FT) SOUTHEAST OF
 CC0008'THE CENTER OF BANKHEAD AVENUE, 23.7 METERS (77.8 FT) NORTHWEST OF THE
 CC0008'NEAR RAIL AND 18.2 METERS (59.7 FT) NORTH OF A UTILITY POLE.
 CC0008'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 CC0008'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0058 ***********************************************************************
 CC0058  DESIGNATION -  K 1062
 CC0058  PID         -  CC0058
 CC0058  STATE/COUNTY-  TX/ECTOR
 CC0058  USGS QUAD   -  ODESSA SW (1981)
 CC0058
 CC0058                         *CURRENT SURVEY CONTROL
 CC0058  ___________________________________________________________________
 CC0058* NAD 83(1986)-  31 49 01.     (N)    102 25 09.     (W)     SCALED    
 CC0058* NAVD 88     -       893.838  (meters)    2932.53   (feet)  ADJUSTED  
 CC0058  ___________________________________________________________________
 CC0058  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CC0058  DYNAMIC HT  -         892.576 (meters)    2928.39  (feet)  COMP
 CC0058  MODELED GRAV-     979,197.3   (mgal)                       NAVD 88
 CC0058
 CC0058  VERT ORDER  -  FIRST     CLASS II
 CC0058
 CC0058.The horizontal coordinates were scaled from a topographic map and have
 CC0058.an estimated accuracy of +/- 6 seconds.
 CC0058
 CC0058.The orthometric height was determined by differential leveling
 CC0058.and adjusted by the National Geodetic Survey in June 1991..
 CC0058
 CC0058.The geoid height was determined by GEOID03.
 CC0058
 CC0058.The dynamic height is computed by dividing the NAVD 88
 CC0058.geopotential number by the normal gravity value computed on the
 CC0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0058.degrees latitude (g = 980.6199 gals.).
 CC0058
 CC0058.The modeled gravity was interpolated from observed gravity values.
 CC0058
 CC0058;                    North         East    Units  Estimated Accuracy
 CC0058;SPC TX C     - 3,240,230.      502,530.      MT  (+/- 180 meters Scaled)
 CC0058
 CC0058                          SUPERSEDED SURVEY CONTROL
 CC0058
 CC0058  NGVD 29 (??/??/92)  893.451  (m)         2931.26   (f) ADJ UNCH    1 2
 CC0058
 CC0058.Superseded values are not recommended for survey control.
 CC0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0058.See file dsdata.txt to determine how the superseded data were derived.
 CC0058
 CC0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR442230(NAD 83)
 CC0058_MARKER: DB = BENCH MARK DISK
 CC0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0058_STAMPING: K 1062 1956
 CC0058_MARK LOGO: CGS   
 CC0058_PROJECTION: PROJECTING 20 CENTIMETERS
 CC0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0058+STABILITY: SURFACE MOTION
 CC0058
 CC0058  HISTORY     - Date     Condition        Report By
 CC0058  HISTORY     - 1956     MONUMENTED       CGS
 CC0058  HISTORY     - 1982     GOOD             NGS
 CC0058
 CC0058                          STATION DESCRIPTION
 CC0058
 CC0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0058'3.5 MI SW FROM ODESSA.
 CC0058'3.5 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0058'STATION AT ODESSA, 55.5 FEET SOUTHWEST OF MILEPOST 577, 39.5 FEET
 CC0058'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 35 FEET NORTHWEST
 CC0058'OF THE CENTER LINE OF A GRAVELED ROAD, 3.1 FEET SOUTHWEST OF A WITNESS
 CC0058'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CC0058'THE GROUND.
 CC0058
 CC0058                          STATION RECOVERY (1982)
 CC0058
 CC0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0058'5.9 KM (3.65 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0058'FROM ITS JUNCTION WITH U.S. HIGHWAY 385 IN ODESSA, 34.1 METERS (111.9
 CC0058'FT) SOUTH OF MILEPOST 577, 12.0 METERS (39.4 FT) SOUTHEAST OF THE NEAR
 CC0058'RAIL, 11.6 METERS (38.1 FT) NORTHWEST OF THE CENTERLINE OF A PAVED
 CC0058'ROAD, 6.8 METERS (22.3 FT) WEST OF A UTILITY POLE AND 1.0 METER (3.3
 CC0058'FT) SOUTHWEST OF A WOODEN WITNESS POST.
 CC0058'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 CC0058'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0448 ***********************************************************************
 CC0448  DESIGNATION -  K 1063
 CC0448  PID         -  CC0448
 CC0448  STATE/COUNTY-  TX/REEVES
 CC0448  USGS QUAD   -  WORSHAM (1971)
 CC0448
 CC0448                         *CURRENT SURVEY CONTROL
 CC0448  ___________________________________________________________________
 CC0448* NAD 83(1986)-  31 22 02.     (N)    103 31 44.     (W)     SCALED    
 CC0448* NAVD 88     -       798.991  (meters)    2621.36   (feet)  POSTED    
 CC0448  ___________________________________________________________________
 CC0448  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CC0448  DYNAMIC HT  -         797.830 (meters)    2617.55  (feet)  COMP
 CC0448  MODELED GRAV-     979,155.9   (mgal)                       NAVD 88
 CC0448
 CC0448  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0448
 CC0448.The horizontal coordinates were scaled from a topographic map and have
 CC0448.an estimated accuracy of +/- 6 seconds.
 CC0448
 CC0448.The orthometric height was determined by differential leveling
 CC0448.and adjusted by the National Geodetic Survey in 1992..
 CC0448.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0448.rate of 0.0 thru 1.0 mm/km.
 CC0448
 CC0448.The geoid height was determined by GEOID03.
 CC0448
 CC0448.The dynamic height is computed by dividing the NAVD 88
 CC0448.geopotential number by the normal gravity value computed on the
 CC0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0448.degrees latitude (g = 980.6199 gals.).
 CC0448
 CC0448.The modeled gravity was interpolated from observed gravity values.
 CC0448
 CC0448;                    North         East    Units  Estimated Accuracy
 CC0448;SPC TX C     - 3,192,880.      396,060.      MT  (+/- 180 meters Scaled)
 CC0448
 CC0448                          SUPERSEDED SURVEY CONTROL
 CC0448
 CC0448  NGVD 29 (??/??/92)  798.879  (m)         2620.99   (f) ADJ UNCH    1 2
 CC0448
 CC0448.Superseded values are not recommended for survey control.
 CC0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0448.See file dsdata.txt to determine how the superseded data were derived.
 CC0448
 CC0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ399712(NAD 83)
 CC0448_MARKER: DB = BENCH MARK DISK
 CC0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0448_STAMPING: K 1063 1956
 CC0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0448+STABILITY: SURFACE MOTION
 CC0448
 CC0448  HISTORY     - Date     Condition        Report By
 CC0448  HISTORY     - 1956     MONUMENTED       CGS
 CC0448
 CC0448                          STATION DESCRIPTION
 CC0448
 CC0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0448'5.0 MI S FROM PECOS.
 CC0448'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0448'THENCE 3.4 MILES SOUTH ALONG STATE HIGHWAY 17, AT THE NORTHWEST CORNER
 CC0448'OF THE WORSHAM AIRPORT, 82 FEET EAST OF THE CENTER LINE OF THE
 CC0448'HIGHWAY, 33.3 FEET NORTHEAST OF A FENCE CORNER, 30.7 FEET EAST OF A
 CC0448'FENCE, 2 FEET SOUTHEAST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS
 CC0448'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CC0448'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0245 ***********************************************************************
 CC0245  DESIGNATION -  K 1064
 CC0245  PID         -  CC0245
 CC0245  STATE/COUNTY-  TX/WARD
 CC0245  USGS QUAD   -  MONAHANS (1981)
 CC0245
 CC0245                         *CURRENT SURVEY CONTROL
 CC0245  ___________________________________________________________________
 CC0245* NAD 83(1986)-  31 32 12.     (N)    102 53 40.     (W)     SCALED    
 CC0245* NAVD 88     -       786.454  (meters)    2580.22   (feet)  ADJUSTED  
 CC0245  ___________________________________________________________________
 CC0245  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CC0245  DYNAMIC HT  -         785.359 (meters)    2576.63  (feet)  COMP
 CC0245  MODELED GRAV-     979,220.6   (mgal)                       NAVD 88
 CC0245
 CC0245  VERT ORDER  -  FIRST     CLASS II
 CC0245
 CC0245.The horizontal coordinates were scaled from a topographic map and have
 CC0245.an estimated accuracy of +/- 6 seconds.
 CC0245
 CC0245.The orthometric height was determined by differential leveling
 CC0245.and adjusted by the National Geodetic Survey in June 1991..
 CC0245
 CC0245.The geoid height was determined by GEOID03.
 CC0245
 CC0245.The dynamic height is computed by dividing the NAVD 88
 CC0245.geopotential number by the normal gravity value computed on the
 CC0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0245.degrees latitude (g = 980.6199 gals.).
 CC0245
 CC0245.The modeled gravity was interpolated from observed gravity values.
 CC0245
 CC0245;                    North         East    Units  Estimated Accuracy
 CC0245;SPC TX C     - 3,210,100.      456,820.      MT  (+/- 180 meters Scaled)
 CC0245
 CC0245                          SUPERSEDED SURVEY CONTROL
 CC0245
 CC0245  NGVD 29 (??/??/92)  786.163  (m)         2579.27   (f) ADJ UNCH    1 2
 CC0245
 CC0245.Superseded values are not recommended for survey control.
 CC0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0245.See file dsdata.txt to determine how the superseded data were derived.
 CC0245
 CC0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ998910(NAD 83)
 CC0245_MARKER: DB = BENCH MARK DISK
 CC0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0245_STAMPING: K 1064 1956
 CC0245_MARK LOGO: CGS   
 CC0245_PROJECTION: FLUSH
 CC0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0245+STABILITY: SURFACE MOTION
 CC0245
 CC0245  HISTORY     - Date     Condition        Report By
 CC0245  HISTORY     - 1956     MONUMENTED       CGS
 CC0245  HISTORY     - 1968     GOOD             NGS
 CC0245  HISTORY     - 1981     GOOD             NGS
 CC0245  HISTORY     - 20010202 GOOD             USPSQD
 CC0245
 CC0245                          STATION DESCRIPTION
 CC0245
 CC0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CC0245'4.05 MI S FROM MONAHANS.
 CC0245'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM ITS JUNCTION WITH U.
 CC0245'S. HIGHWAY 80 IN MONAHANS TO INTERSTATE 20, THENCE CONTINUE 2.65 MILES
 CC0245'SOUTH ALONG STATE HIGHWAY 18 TO SITE OF BENCH MARK, 49 FEET EAST OF
 CC0245'THE NORTH BOUND TRAFFIC LINE OF STATE HIGHWAY 18, 6 FEET SOUTH OF A
 CC0245'POWER LINE POLE, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 2.5 FEET NORTH
 CC0245'OF A WITNESS POST, AND IN BETWEEN TO ROUND WOODEN WITNESS POST. A C
 CC0245'AND GS BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 CC0245'THE SURFACE OF GROUND.
 CC0245
 CC0245                          STATION RECOVERY (1981)
 CC0245
 CC0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0245'4.2 KM (2.6 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0245'WITH INTERSTATE HIGHWAY 20 IN MONAHANS, IN THE CENTER OF 2 SILVER
 CC0245'WOODEN HIGHWAY POSTS, 30.0 METERS (98.4 FT) NORTH OF THE EXTENDED
 CC0245'CENTER OF NORTH LOOP 464, 25.9 METERS (84.9 FT) WEST OF THE CENTERLINE
 CC0245'OF THE NORTH BOUND LANES OF THE HIGHWAY, 3.3 METERS (10.8 FT) NORTH
 CC0245'OF A FENCE CORNER, 1.9 METERS (6.2 FT) SOUTH OF A UTILITY POLE AND
 CC0245'0.6 METER (2.0 FT) WEST OF A FENCE.
 CC0245'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CC0245'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 CC0245
 CC0245                          STATION RECOVERY (2001)
 CC0245
 CC0245'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0325 ***********************************************************************
 CC0325  DESIGNATION -  K 1065
 CC0325  PID         -  CC0325
 CC0325  STATE/COUNTY-  TX/WARD
 CC0325  USGS QUAD   -  PECOS EAST (1981)
 CC0325
 CC0325                         *CURRENT SURVEY CONTROL
 CC0325  ___________________________________________________________________
 CC0325* NAD 83(1986)-  31 27 28.     (N)    103 23 33.     (W)     SCALED    
 CC0325* NAVD 88     -       782.345  (meters)    2566.74   (feet)  ADJUSTED  
 CC0325  ___________________________________________________________________
 CC0325  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CC0325  DYNAMIC HT  -         781.207 (meters)    2563.01  (feet)  COMP
 CC0325  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 CC0325
 CC0325  VERT ORDER  -  FIRST     CLASS II
 CC0325
 CC0325.The horizontal coordinates were scaled from a topographic map and have
 CC0325.an estimated accuracy of +/- 6 seconds.
 CC0325
 CC0325.The orthometric height was determined by differential leveling
 CC0325.and adjusted by the National Geodetic Survey in June 1991..
 CC0325.WARNING-Repeat measurements at this control monument indicate possible
 CC0325.vertical movement.
 CC0325
 CC0325.The geoid height was determined by GEOID03.
 CC0325
 CC0325.The dynamic height is computed by dividing the NAVD 88
 CC0325.geopotential number by the normal gravity value computed on the
 CC0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0325.degrees latitude (g = 980.6199 gals.).
 CC0325
 CC0325.The modeled gravity was interpolated from observed gravity values.
 CC0325
 CC0325;                    North         East    Units  Estimated Accuracy
 CC0325;SPC TX C     - 3,202,550.      409,300.      MT  (+/- 180 meters Scaled)
 CC0325
 CC0325                          SUPERSEDED SURVEY CONTROL
 CC0325
 CC0325  NGVD 29 (??/??/92)  782.002  (m)         2565.62   (f) ADJ UNCH    1 2
 CC0325
 CC0325.Superseded values are not recommended for survey control.
 CC0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0325.See file dsdata.txt to determine how the superseded data were derived.
 CC0325
 CC0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ527814(NAD 83)
 CC0325_MARKER: DB = BENCH MARK DISK
 CC0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0325_SP_SET: FOUNDATION
 CC0325_STAMPING: K 1065 1956
 CC0325_MARK LOGO: CGS   
 CC0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0325
 CC0325  HISTORY     - Date     Condition        Report By
 CC0325  HISTORY     - 1956     MONUMENTED       CGS
 CC0325  HISTORY     - 1981     GOOD             NGS
 CC0325
 CC0325                          STATION DESCRIPTION
 CC0325
 CC0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0325'IN BARSTOW.
 CC0325'AT BARSTOW, 3.5 FEET NORTHWEST OF THE TICKET OFFICE WINDOW OF THE
 CC0325'TEXAS AND PACIFIC RAILROAD STATION, 14.2 FEET SOUTHEAST OF THE
 CC0325'SOUTHEAST RAIL, 113 FEET NORTHEAST OF THE CENTER LINE OF FARM ROAD
 CC0325'516, 0.4 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE NORTH CORNER OF
 CC0325'THE CONCRETE FOUNDATION OF A SEMAPHORE.
 CC0325
 CC0325                          STATION RECOVERY (1981)
 CC0325
 CC0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0325'IN BARSTOW, AT THE FARM ROAD 516 CROSSING OF THE MISSOURI PACIFIC
 CC0325'RAILROAD, IN THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE OF AN
 CC0325'ABANDONED SEMAPHORE, 31.4 METERS (113.0 FT) NORTHEAST OF THE
 CC0325'CENTERLINE OF THE ROAD, 32.3 METERS (106.0 FT) NORTH-NORTHWEST OF
 CC0325'THE CENTERLINE OF U.S. HIGHWAY 80, AND 4.3 METERS (14.2 FT)
 CC0325'SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0325'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0344 ***********************************************************************
 CC0344  DESIGNATION -  K 1066
 CC0344  PID         -  CC0344
 CC0344  STATE/COUNTY-  TX/REEVES
 CC0344  USGS QUAD   -  HERMOSA (1970)
 CC0344
 CC0344                         *CURRENT SURVEY CONTROL
 CC0344  ___________________________________________________________________
 CC0344* NAD 83(1986)-  31 22 51.     (N)    103 37 53.     (W)     SCALED    
 CC0344* NAVD 88     -       829.231  (meters)    2720.57   (feet)  ADJUSTED  
 CC0344  ___________________________________________________________________
 CC0344  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CC0344  DYNAMIC HT  -         828.013 (meters)    2716.57  (feet)  COMP
 CC0344  MODELED GRAV-     979,144.2   (mgal)                       NAVD 88
 CC0344
 CC0344  VERT ORDER  -  FIRST     CLASS II
 CC0344
 CC0344.The horizontal coordinates were scaled from a topographic map and have
 CC0344.an estimated accuracy of +/- 6 seconds.
 CC0344
 CC0344.The orthometric height was determined by differential leveling
 CC0344.and adjusted by the National Geodetic Survey in June 1991..
 CC0344
 CC0344.The geoid height was determined by GEOID03.
 CC0344
 CC0344.The dynamic height is computed by dividing the NAVD 88
 CC0344.geopotential number by the normal gravity value computed on the
 CC0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0344.degrees latitude (g = 980.6199 gals.).
 CC0344
 CC0344.The modeled gravity was interpolated from observed gravity values.
 CC0344
 CC0344;                    North         East    Units  Estimated Accuracy
 CC0344;SPC TX C     - 3,194,680.      386,360.      MT  (+/- 180 meters Scaled)
 CC0344
 CC0344                          SUPERSEDED SURVEY CONTROL
 CC0344
 CC0344  NGVD 29 (??/??/92)  829.122  (m)         2720.21   (f) ADJ UNCH    1 2
 CC0344
 CC0344.Superseded values are not recommended for survey control.
 CC0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0344.See file dsdata.txt to determine how the superseded data were derived.
 CC0344
 CC0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ301726(NAD 83)
 CC0344_MARKER: DB = BENCH MARK DISK
 CC0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0344_STAMPING: K 1066 1956
 CC0344_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0344+STABILITY: SURFACE MOTION
 CC0344
 CC0344  HISTORY     - Date     Condition        Report By
 CC0344  HISTORY     - 1956     MONUMENTED       CGS
 CC0344  HISTORY     - 1981     GOOD             NGS
 CC0344  HISTORY     - 19901117 GOOD             USPSQD
 CC0344
 CC0344                          STATION DESCRIPTION
 CC0344
 CC0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0344'8.6 MI SW FROM PECOS.
 CC0344'8.6 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0344'STATION AT PECOS, 73.9 FEET SOUTHWEST OF THE 14TH POLE SOUTHWEST OF
 CC0344'MILEPOST 655, 40.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 59 FEET EAST
 CC0344'OF THE EAST CORNER OF THE CONCRETE FOUNDATION OF SEMAPHORE 655.7, 2.6
 CC0344'FEET SOUTHWEST OF A WITNESS POST, IN LINE WITH A ROW OF TELEPHONE
 CC0344'POLES, 0.4 MILE NORTHEAST OF THE STATION SIGN AT HERMOSA, SET IN THE
 CC0344'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CC0344
 CC0344                          STATION RECOVERY (1981)
 CC0344
 CC0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0344'11.2 KM (6.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0344'JUNCTION WITH STATE HIGHWAY 17 IN PECOS, 44.8 METERS (147.0 FT)
 CC0344'NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE
 CC0344'HIGHWAY, 33.6 METERS (120.0 FT) NORTH OF MILE POST 33, 24.7 METERS
 CC0344'(81.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD,
 CC0344'15.2 METERS (50.0 FT) EAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 CC0344'BASE OF AN ABONDONED RAILROAD SIGNAL, 11.9 METERS (39.0 FT)
 CC0344'SOUTH-SOUTHEAST OF THE NEAR RAIL OF THE MISSOURI PACIFIC RAILROAD,
 CC0344'AND 0.9 METER (3.0 FT) SOUTHWEST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0344'THE MARK IS 0.5 METERS  ENE FROM A WITNESS POST.
 CC0344'THE MARK IS 0.6 M BELOW THE ROAD.
 CC0344
 CC0344                          STATION RECOVERY (1990)
 CC0344
 CC0344'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CC0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0086 ***********************************************************************
 CD0086  DESIGNATION -  K 1068
 CD0086  PID         -  CD0086
 CD0086  STATE/COUNTY-  TX/REEVES
 CD0086  USGS QUAD   -  SAN MARTINE (1970)
 CD0086
 CD0086                         *CURRENT SURVEY CONTROL
 CD0086  ___________________________________________________________________
 CD0086* NAD 83(1986)-  31 08 46.     (N)    104 05 30.     (W)     SCALED    
 CD0086* NAVD 88     -      1145.851  (meters)    3759.35   (feet)  ADJUSTED  
 CD0086  ___________________________________________________________________
 CD0086  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0086  DYNAMIC HT  -        1144.112 (meters)    3753.64  (feet)  COMP
 CD0086  MODELED GRAV-     979,082.8   (mgal)                       NAVD 88
 CD0086
 CD0086  VERT ORDER  -  FIRST     CLASS II
 CD0086
 CD0086.The horizontal coordinates were scaled from a topographic map and have
 CD0086.an estimated accuracy of +/- 6 seconds.
 CD0086
 CD0086.The orthometric height was determined by differential leveling
 CD0086.and adjusted by the National Geodetic Survey in June 1991..
 CD0086
 CD0086.The geoid height was determined by GEOID03.
 CD0086
 CD0086.The dynamic height is computed by dividing the NAVD 88
 CD0086.geopotential number by the normal gravity value computed on the
 CD0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0086.degrees latitude (g = 980.6199 gals.).
 CD0086
 CD0086.The modeled gravity was interpolated from observed gravity values.
 CD0086
 CD0086;                    North         East    Units  Estimated Accuracy
 CD0086;SPC TX C     - 3,170,060.      341,720.      MT  (+/- 180 meters Scaled)
 CD0086
 CD0086                          SUPERSEDED SURVEY CONTROL
 CD0086
 CD0086  NGVD 29 (??/??/92) 1145.419  (m)         3757.93   (f) ADJ UNCH    1 2
 CD0086
 CD0086.Superseded values are not recommended for survey control.
 CD0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0086.See file dsdata.txt to determine how the superseded data were derived.
 CD0086
 CD0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ865461(NAD 83)
 CD0086_MARKER: DB = BENCH MARK DISK
 CD0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0086_STAMPING: K 1068 1956
 CD0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0086+STABILITY: SURFACE MOTION
 CD0086
 CD0086  HISTORY     - Date     Condition        Report By
 CD0086  HISTORY     - 1956     MONUMENTED       CGS
 CD0086  HISTORY     - 1970     MARK NOT FOUND   USGS
 CD0086
 CD0086                          STATION DESCRIPTION
 CD0086
 CD0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0086'1.0 MI SW FROM SAN MARTINE.
 CD0086'1.0 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0086'SECTION FOREMANS HOUSE AT SAN MARTINE, 8 RAILS SOUTHWEST OF THE
 CD0086'SOUTHWEST END OF A TRESTLE, 11 POLES NORTHEAST OF MILEPOST 688, 62
 CD0086'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.5 FEET SOUTHEAST OF A FENCE,
 CD0086'2.5 FEET NORTHEAST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE
 CD0086'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CD0086'THE GROUND.
 CD0086
 CD0086                          STATION RECOVERY (1970)
 CD0086
 CD0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CD0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0120 ***********************************************************************
 CD0120  DESIGNATION -  K 1069
 CD0120  PID         -  CD0120
 CD0120  STATE/COUNTY-  TX/CULBERSON
 CD0120  USGS QUAD   -  BORACHO (1970)
 CD0120
 CD0120                         *CURRENT SURVEY CONTROL
 CD0120  ___________________________________________________________________
 CD0120* NAD 83(1986)-  31 04 37.     (N)    104 24 23.     (W)     SCALED    
 CD0120* NAVD 88     -      1349.764  (meters)    4428.35   (feet)  ADJUSTED  
 CD0120  ___________________________________________________________________
 CD0120  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 CD0120  DYNAMIC HT  -        1347.650 (meters)    4421.41  (feet)  COMP
 CD0120  MODELED GRAV-     979,026.6   (mgal)                       NAVD 88
 CD0120
 CD0120  VERT ORDER  -  FIRST     CLASS II
 CD0120
 CD0120.The horizontal coordinates were scaled from a topographic map and have
 CD0120.an estimated accuracy of +/- 6 seconds.
 CD0120
 CD0120.The orthometric height was determined by differential leveling
 CD0120.and adjusted by the National Geodetic Survey in June 1991..
 CD0120
 CD0120.The geoid height was determined by GEOID03.
 CD0120
 CD0120.The dynamic height is computed by dividing the NAVD 88
 CD0120.geopotential number by the normal gravity value computed on the
 CD0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0120.degrees latitude (g = 980.6199 gals.).
 CD0120
 CD0120.The modeled gravity was interpolated from observed gravity values.
 CD0120
 CD0120;                    North         East    Units  Estimated Accuracy
 CD0120;SPC TX C     - 3,163,450.      311,450.      MT  (+/- 180 meters Scaled)
 CD0120
 CD0120                          SUPERSEDED SURVEY CONTROL
 CD0120
 CD0120  NGVD 29 (??/??/92) 1349.240  (m)         4426.63   (f) ADJ UNCH    1 2
 CD0120
 CD0120.Superseded values are not recommended for survey control.
 CD0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0120.See file dsdata.txt to determine how the superseded data were derived.
 CD0120
 CD0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ566382(NAD 83)
 CD0120_MARKER: DB = BENCH MARK DISK
 CD0120_SETTING: 66 = SET IN ROCK OUTCROP
 CD0120_SP_SET: OUTCROP
 CD0120_STAMPING: K 1069 1956
 CD0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0120+STABILITY: POSITION/ELEVATION WELL
 CD0120
 CD0120  HISTORY     - Date     Condition        Report By
 CD0120  HISTORY     - 1956     MONUMENTED       CGS
 CD0120
 CD0120                          STATION DESCRIPTION
 CD0120
 CD0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0120'1.1 MI W FROM BORACHO.
 CD0120'1.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0120'FOREMANS HOUSE AT BORACHO, 75 FEET NORTHEAST OF THE 4TH POLE EAST OF
 CD0120'MILEPOST 710, 26 FEET NORTH OF THE NORTH RAIL, 48.7 FEET SOUTHEAST OF
 CD0120'A TELEPHONE POLE, 21.5 FEET SOUTH OF A FENCE, 7 FEET NORTH OF THE
 CD0120'NORTH EDGE OF A DITCH, SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0178 ***********************************************************************
 CC0178  DESIGNATION -  K 107
 CC0178  PID         -  CC0178
 CC0178  STATE/COUNTY-  TX/PECOS
 CC0178  USGS QUAD   -  DIAMOND Y SPRING NW (1974)
 CC0178
 CC0178                         *CURRENT SURVEY CONTROL
 CC0178  ___________________________________________________________________
 CC0178* NAD 83(1986)-  31 13 24.     (N)    102 53 28.     (W)     SCALED    
 CC0178* NAVD 88     -       760.270  (meters)    2494.32   (feet)  ADJUSTED  
 CC0178  ___________________________________________________________________
 CC0178  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CC0178  DYNAMIC HT  -         759.187 (meters)    2490.77  (feet)  COMP
 CC0178  MODELED GRAV-     979,191.7   (mgal)                       NAVD 88
 CC0178
 CC0178  VERT ORDER  -  FIRST     CLASS II
 CC0178
 CC0178.The horizontal coordinates were scaled from a topographic map and have
 CC0178.an estimated accuracy of +/- 6 seconds.
 CC0178
 CC0178.The orthometric height was determined by differential leveling
 CC0178.and adjusted by the National Geodetic Survey in June 1991..
 CC0178
 CC0178.The geoid height was determined by GEOID03.
 CC0178
 CC0178.The dynamic height is computed by dividing the NAVD 88
 CC0178.geopotential number by the normal gravity value computed on the
 CC0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0178.degrees latitude (g = 980.6199 gals.).
 CC0178
 CC0178.The modeled gravity was interpolated from observed gravity values.
 CC0178
 CC0178;                    North         East    Units  Estimated Accuracy
 CC0178;SPC TX C     - 3,175,370.      456,340.      MT  (+/- 180 meters Scaled)
 CC0178
 CC0178                          SUPERSEDED SURVEY CONTROL
 CC0178
 CC0178  NGVD 29 (??/??/92)  759.993  (m)         2493.41   (f) ADJ UNCH    1 2
 CC0178
 CC0178.Superseded values are not recommended for survey control.
 CC0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0178.See file dsdata.txt to determine how the superseded data were derived.
 CC0178
 CC0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ008562(NAD 83)
 CC0178_MARKER: DB = BENCH MARK DISK
 CC0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0178_STAMPING: K 107 1933 2493.410
 CC0178_MARK LOGO: CGS   
 CC0178_PROJECTION: PROJECTING 5 CENTIMETERS
 CC0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0178+STABILITY: SURFACE MOTION
 CC0178
 CC0178  HISTORY     - Date     Condition        Report By
 CC0178  HISTORY     - 1933     MONUMENTED       CGS
 CC0178  HISTORY     - 1958     GOOD             NGS
 CC0178  HISTORY     - 1981     GOOD             NGS
 CC0178
 CC0178                          STATION DESCRIPTION
 CC0178
 CC0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0178'8.9 MI S FROM GRANDFALLS.
 CC0178'ABOUT 8.9 MILES SOUTH ALONG STATE HIGHWAY 82 FROM THE FIRST BAPTIST
 CC0178'CHURCH AT GRANDFALLS, 58 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CC0178'ABOUT 1.0 MILE SOUTH OF THE PECOS COUNTY SANTA ROSA OIL REFINERY, 8
 CC0178'FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 1 1/2 FEET WEST OF A
 CC0178'FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 CC0178'OF A CONCRETE POST PROJECTING 6 INCHES.
 CC0178
 CC0178                          STATION RECOVERY (1981)
 CC0178
 CC0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0178'14.5 KM (9.0 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0178'WITH STATE HIGHWAY 329 IN GRANDFALLS, 1.7 KM (1.1 MI) SOUTH OF THE
 CC0178'EL PASO NATURAL GAS COMPANY SANTA ROSO PLANT, 17.8 METERS (58.3 FT)
 CC0178'EAST OF THE CENTERLINE OF THE HIGHWAY, 10.2 METERS (33.4 FT) SOUTH
 CC0178'OF A CATTLE GUARD AND DIRT ROAD LEADING EAST AND 0.4 METER (1.2 FT)
 CC0178'WEST OF A FENCE.
 CC0178'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 CC0178'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0214 ***********************************************************************
 CD0214  DESIGNATION -  K 1070
 CD0214  PID         -  CD0214
 CD0214  STATE/COUNTY-  TX/CULBERSON
 CD0214  USGS QUAD   -  HACKETT PEAK (1964)
 CD0214
 CD0214                         *CURRENT SURVEY CONTROL
 CD0214  ___________________________________________________________________
 CD0214* NAD 83(1986)-  31 02 49.     (N)    104 53 28.     (W)     SCALED    
 CD0214* NAVD 88     -      1304.163  (meters)    4278.74   (feet)  ADJUSTED  
 CD0214  ___________________________________________________________________
 CD0214  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CD0214  DYNAMIC HT  -        1302.103 (meters)    4271.98  (feet)  COMP
 CD0214  MODELED GRAV-     979,015.1   (mgal)                       NAVD 88
 CD0214
 CD0214  VERT ORDER  -  FIRST     CLASS II
 CD0214
 CD0214.The horizontal coordinates were scaled from a topographic map and have
 CD0214.an estimated accuracy of +/- 6 seconds.
 CD0214
 CD0214.The orthometric height was determined by differential leveling
 CD0214.and adjusted by the National Geodetic Survey in June 1991..
 CD0214
 CD0214.The geoid height was determined by GEOID03.
 CD0214
 CD0214.The dynamic height is computed by dividing the NAVD 88
 CD0214.geopotential number by the normal gravity value computed on the
 CD0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0214.degrees latitude (g = 980.6199 gals.).
 CD0214
 CD0214.The modeled gravity was interpolated from observed gravity values.
 CD0214
 CD0214;                    North         East    Units  Estimated Accuracy
 CD0214;SPC TX C     - 3,161,920.      265,100.      MT  (+/- 180 meters Scaled)
 CD0214
 CD0214                          SUPERSEDED SURVEY CONTROL
 CD0214
 CD0214  NGVD 29 (??/??/92) 1303.639  (m)         4277.02   (f) ADJ UNCH    1 2
 CD0214
 CD0214.Superseded values are not recommended for survey control.
 CD0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0214.See file dsdata.txt to determine how the superseded data were derived.
 CD0214
 CD0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ103348(NAD 83)
 CD0214_MARKER: DB = BENCH MARK DISK
 CD0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0214_STAMPING: K 1070 1956
 CD0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0214+STABILITY: SURFACE MOTION
 CD0214
 CD0214  HISTORY     - Date     Condition        Report By
 CD0214  HISTORY     - 1956     MONUMENTED       CGS
 CD0214
 CD0214                          STATION DESCRIPTION
 CD0214
 CD0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0214'3.6 MI W FROM VAN HORN.
 CD0214'3.6 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0214'AT VAN HORN, AT A PRIVATE ROAD CROSSING, 116 FEET NORTHWEST OF
 CD0214'MILEPOST 739, 45.5 FEET NORTH OF THE NORTH RAIL, 39.7 FEET NORTHEAST
 CD0214'OF THE NORTHEAST CORNER OF THE FOUNDATION OF SEMAPHORE 739.1, 21.4
 CD0214'FEET NORTHEAST OF A POWER POLE, 28 FEET WEST OF THE CENTER LINE OF A
 CD0214'TRACK ROAD, 3.2 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS POST,
 CD0214'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CD0214'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0541 ***********************************************************************
 CD0541  DESIGNATION -  K 1071
 CD0541  PID         -  CD0541
 CD0541  STATE/COUNTY-  TX/HUDSPETH
 CD0541  USGS QUAD   -  GRAYTON LAKE (1963)
 CD0541
 CD0541                         *CURRENT SURVEY CONTROL
 CD0541  ___________________________________________________________________
 CD0541* NAD 83(1986)-  31 06 42.     (N)    105 08 30.     (W)     SCALED    
 CD0541* NAVD 88     -      1357.573  (meters)    4453.97   (feet)  ADJUSTED  
 CD0541  ___________________________________________________________________
 CD0541  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 CD0541  DYNAMIC HT  -        1355.412 (meters)    4446.88  (feet)  COMP
 CD0541  MODELED GRAV-     979,001.7   (mgal)                       NAVD 88
 CD0541
 CD0541  VERT ORDER  -  FIRST     CLASS II
 CD0541
 CD0541.The horizontal coordinates were scaled from a topographic map and have
 CD0541.an estimated accuracy of +/- 6 seconds.
 CD0541
 CD0541.The orthometric height was determined by differential leveling
 CD0541.and adjusted by the National Geodetic Survey in June 1991..
 CD0541
 CD0541.The geoid height was determined by GEOID03.
 CD0541
 CD0541.The dynamic height is computed by dividing the NAVD 88
 CD0541.geopotential number by the normal gravity value computed on the
 CD0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0541.degrees latitude (g = 980.6199 gals.).
 CD0541
 CD0541.The modeled gravity was interpolated from observed gravity values.
 CD0541
 CD0541;                    North         East    Units  Estimated Accuracy
 CD0541;SPC TX C     - 3,170,100.      241,520.      MT  (+/- 180 meters Scaled)
 CD0541
 CD0541                          SUPERSEDED SURVEY CONTROL
 CD0541
 CD0541  NGVD 29 (??/??/92) 1357.011  (m)         4452.13   (f) ADJ UNCH    1 2
 CD0541
 CD0541.Superseded values are not recommended for survey control.
 CD0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0541.See file dsdata.txt to determine how the superseded data were derived.
 CD0541
 CD0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ864419(NAD 83)
 CD0541_MARKER: DB = BENCH MARK DISK
 CD0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0541_SP_SET: CULVERT
 CD0541_STAMPING: K 1071 1956
 CD0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0541
 CD0541  HISTORY     - Date     Condition        Report By
 CD0541  HISTORY     - 1956     MONUMENTED       CGS
 CD0541  HISTORY     - 1981     GOOD             NGS
 CD0541
 CD0541                          STATION DESCRIPTION
 CD0541
 CD0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0541'0.85 MI W FROM EAGLE FLAT.
 CD0541'0.85 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0541'FOREMANS HOUSE AT EAGLE FLAT, 121 FEET SOUTHEAST OF THE 2ND POLE EAST
 CD0541'OF MILEPOST 755, 142 FEET SOUTH OF THE SOUTH RAIL, 18.4 FEET NORTH OF
 CD0541'THE CENTER LINE OF U.S. HIGHWAY 80, SET IN THE TOP OF THE CENTER OF
 CD0541'THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 CD0541
 CD0541                          STATION RECOVERY (1981)
 CD0541
 CD0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0541'21.9 KM (13.6 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 CD0541'FROM THE RAILROAD STATION IN SIERRA BLANCA, 1-1/2 POLES SOUTHEAST
 CD0541'OF MILEPOST 755, IN THE TOP CENTER OF THE NORTHEAST CONCRETE HEADWALL
 CD0541'OF A MULTI-BOX CULVERT UNDER A FRONTAGE ROAD, 43.3 METERS (142.0 FT)
 CD0541'SOUTH-SOUTHEAST OF THE NEAR RAIL, 41.1 METERS (135.0 FT) SOUTH OF
 CD0541'THE SOUTHWEST CORNER OF RAILROAD TRESSEL NUMBER 754.9 AND 5.6 METERS
 CD0541'(18.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD.
 CD0541'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0039 ***********************************************************************
 CE0039  DESIGNATION -  K 1072
 CE0039  PID         -  CE0039
 CE0039  STATE/COUNTY-  TX/EL PASO
 CE0039  USGS QUAD   -  EL PASO (1997)
 CE0039
 CE0039                         *CURRENT SURVEY CONTROL
 CE0039  ___________________________________________________________________
 CE0039* NAD 83(1986)-  31 45 26.     (N)    106 23 36.     (W)     SCALED    
 CE0039* NAVD 88     -      1125.685  (meters)    3693.18   (feet)  ADJUSTED  
 CE0039  ___________________________________________________________________
 CE0039  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0039  DYNAMIC HT  -        1123.970 (meters)    3687.56  (feet)  COMP
 CE0039  MODELED GRAV-     979,077.5   (mgal)                       NAVD 88
 CE0039
 CE0039  VERT ORDER  -  FIRST     CLASS I
 CE0039
 CE0039.The horizontal coordinates were scaled from a topographic map and have
 CE0039.an estimated accuracy of +/- 6 seconds.
 CE0039
 CE0039.The orthometric height was determined by differential leveling
 CE0039.and adjusted by the National Geodetic Survey in November 1996..
 CE0039
 CE0039.The geoid height was determined by GEOID03.
 CE0039
 CE0039.The dynamic height is computed by dividing the NAVD 88
 CE0039.geopotential number by the normal gravity value computed on the
 CE0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0039.degrees latitude (g = 980.6199 gals.).
 CE0039
 CE0039.The modeled gravity was interpolated from observed gravity values.
 CE0039
 CE0039;                    North         East    Units  Estimated Accuracy
 CE0039;SPC TX C     - 3,247,390.      126,170.      MT  (+/- 180 meters Scaled)
 CE0039
 CE0039                          SUPERSEDED SURVEY CONTROL
 CE0039
 CE0039  NAVD 88 (06/15/91) 1125.732  (m)         3693.34   (f) UNKNOWN     1 1
 CE0039  NGVD 29 (??/??/92) 1125.242  (m)         3691.73   (f) ADJ UNCH    1 1
 CE0039
 CE0039.Superseded values are not recommended for survey control.
 CE0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0039.See file dsdata.txt to determine how the superseded data were derived.
 CE0039
 CE0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR680143(NAD 83)
 CE0039_MARKER: DB = BENCH MARK DISK
 CE0039_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CE0039+WITH SETTING: PAVEMENT
 CE0039_SP_SET: FOOTING
 CE0039_STAMPING: K 1072 1956
 CE0039_MARK LOGO: CGS   
 CE0039_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0039+STABILITY: SURFACE MOTION
 CE0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0039+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1992
 CE0039
 CE0039  HISTORY     - Date     Condition        Report By
 CE0039  HISTORY     - 1956     MONUMENTED       CGS
 CE0039  HISTORY     - 1981     GOOD             NGS
 CE0039  HISTORY     - 19921123 GOOD             NGS
 CE0039
 CE0039                          STATION DESCRIPTION
 CE0039
 CE0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0039'5.8 MI NW FROM YSLETA.
 CE0039'5.8 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0039'STATION AT YSLETA, 0.5 MILE NORTHWEST OF MILEPOST 822, 3 RAILS
 CE0039'SOUTHEAST OF THE CENTER OF THE CROSSING OF LITTLE FLOWER DRIVE, 22.2
 CE0039'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, FLUSH WITH THE
 CE0039'GROUND, SET IN THE TOP OF THE SOUTHWEST SIDE OF THE CONCRETE
 CE0039'FOUNDATION OF SIGNAL 822.5.
 CE0039
 CE0039                          STATION RECOVERY (1981)
 CE0039
 CE0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0039'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CE0039'IN EL PASO, AT THE JUNCTION OF LITTLE FLOWER ROAD AND THE SOUTHERN
 CE0039'PACIFIC RAILROAD, IN THE TOP CENTER OF THE SOUTHWEST BASE OF
 CE0039'SEMAPHORE NUMBER 822.5, 0.8 KM (0.5 MI) NORTHWEST OF MILEPOST 822,
 CE0039'40.2 METERS (132.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD AND 6.8
 CE0039'METERS (22.2 FT) NORTHEAST OF THE NEAR RAIL OF THE MAIN TRACK.
 CE0039
 CE0039                          STATION RECOVERY (1992)
 CE0039
 CE0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0039'IN EL PASO, AT THE INTERSECTION OF LITTLE FLOWER ROAD AND THE SOUTHERN
 CE0039'PACIFIC RAILROAD, NEAR THE CENTER OF THE SOUTHWEST SIDE OF A CONCRETE
 CE0039'FOOTING FOR AN OVERHEAD RAILROAD SIGNAL, NEAR THE NORTHWEST END OF A
 CE0039'RAILROAD YARD, 40.2 M (131.9 FT) SOUTHEAST OF THE ROAD CENTER, 2.2 M
 CE0039'(7.2 FT) NORTHEAST OF THE NEAR RAIL, 0.2 M (0.7 FT) SOUTHWEST OF THE
 CE0039'SUPPORT LEG OF THE SIGNAL, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 CE0039'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0189 ***********************************************************************
 CE0189  DESIGNATION -  K 1073
 CE0189  PID         -  CE0189
 CE0189  STATE/COUNTY-  TX/EL PASO
 CE0189  USGS QUAD   -  ISLA (1972)
 CE0189
 CE0189                         *CURRENT SURVEY CONTROL
 CE0189  ___________________________________________________________________
 CE0189* NAD 83(1986)-  31 28 55.     (N)    106 08 01.     (W)     SCALED    
 CE0189* NAVD 88     -      1097.681  (meters)    3601.31   (feet)  ADJUSTED  
 CE0189  ___________________________________________________________________
 CE0189  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0189  DYNAMIC HT  -        1095.981 (meters)    3595.73  (feet)  COMP
 CE0189  MODELED GRAV-     979,054.1   (mgal)                       NAVD 88
 CE0189
 CE0189  VERT ORDER  -  FIRST     CLASS II
 CE0189
 CE0189.The horizontal coordinates were scaled from a topographic map and have
 CE0189.an estimated accuracy of +/- 6 seconds.
 CE0189
 CE0189.The orthometric height was determined by differential leveling
 CE0189.and adjusted by the National Geodetic Survey in June 1991..
 CE0189
 CE0189.The geoid height was determined by GEOID03.
 CE0189
 CE0189.The dynamic height is computed by dividing the NAVD 88
 CE0189.geopotential number by the normal gravity value computed on the
 CE0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0189.degrees latitude (g = 980.6199 gals.).
 CE0189
 CE0189.The modeled gravity was interpolated from observed gravity values.
 CE0189
 CE0189;                    North         East    Units  Estimated Accuracy
 CE0189;SPC TX C     - 3,215,600.      149,150.      MT  (+/- 180 meters Scaled)
 CE0189
 CE0189                          SUPERSEDED SURVEY CONTROL
 CE0189
 CE0189  NGVD 29 (??/??/92) 1097.126  (m)         3599.49   (f) ADJ UNCH    1 2
 CE0189
 CE0189.Superseded values are not recommended for survey control.
 CE0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0189.See file dsdata.txt to determine how the superseded data were derived.
 CE0189
 CE0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCQ923835(NAD 83)
 CE0189_MARKER: DB = BENCH MARK DISK
 CE0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0189_SP_SET: SIPHON
 CE0189_STAMPING: K 1073 1956
 CE0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0189
 CE0189  HISTORY     - Date     Condition        Report By
 CE0189  HISTORY     - 1956     MONUMENTED       CGS
 CE0189  HISTORY     - 1981     GOOD             NGS
 CE0189
 CE0189                          STATION DESCRIPTION
 CE0189
 CE0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0189'2.15 MI SE FROM FABENS.
 CE0189'2.15 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0189'STATION AT FABENS, AT A PRIVATE ROAD CROSSING, 61.5 FEET NORTHEAST OF
 CE0189'MILEPOST 798, 74 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD,
 CE0189'7 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF THE CENTER
 CE0189'OF THE NORTHEAST CONCRETE HEADWALL OF AN IRRIGATION SIPHON UNDER THE
 CE0189'RAILROAD.
 CE0189
 CE0189                          STATION RECOVERY (1981)
 CE0189
 CE0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0189'2.8 KM (1.75 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CE0189'POST OFFICE IN FABENS, AT A PRIVATE ROAD CROSSING, IN TOP OF AND
 CE0189'0.6 METER (2.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 CE0189'HEADWALL OF CONCRETE IRRIGATION CULVERT UNDER THE RAILROAD,
 CE0189'66.7 METERS (219.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 CE0189'HIGHWAY, 22.5 METERS (74.0 FT) NORTHWEST OF THE CENTER OF THE ROAD,
 CE0189'18.7 METERS (61.5 FT) EAST-NORTHEAST OF RAILROAD MILEPOST 798 AND
 CE0189'2.1 METERS (7.0 FT) NORTHEAST OF THE NEAR RAIL.
 CE0189'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0635 ***********************************************************************
 CD0635  DESIGNATION -  K 1074
 CD0635  PID         -  CD0635
 CD0635  STATE/COUNTY-  TX/HUDSPETH
 CD0635  USGS QUAD   -  MC NARY (1972)
 CD0635
 CD0635                         *CURRENT SURVEY CONTROL
 CD0635  ___________________________________________________________________
 CD0635* NAD 83(1986)-  31 14 36.     (N)    105 47 37.     (W)     SCALED    
 CD0635* NAVD 88     -      1090.445  (meters)    3577.57   (feet)  ADJUSTED  
 CD0635  ___________________________________________________________________
 CD0635  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CD0635  DYNAMIC HT  -        1088.736 (meters)    3571.96  (feet)  COMP
 CD0635  MODELED GRAV-     979,036.3   (mgal)                       NAVD 88
 CD0635
 CD0635  VERT ORDER  -  FIRST     CLASS II
 CD0635
 CD0635.The horizontal coordinates were scaled from a topographic map and have
 CD0635.an estimated accuracy of +/- 6 seconds.
 CD0635
 CD0635.The orthometric height was determined by differential leveling
 CD0635.and adjusted by the National Geodetic Survey in June 1991..
 CD0635
 CD0635.The geoid height was determined by GEOID03.
 CD0635
 CD0635.The dynamic height is computed by dividing the NAVD 88
 CD0635.geopotential number by the normal gravity value computed on the
 CD0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0635.degrees latitude (g = 980.6199 gals.).
 CD0635
 CD0635.The modeled gravity was interpolated from observed gravity values.
 CD0635
 CD0635;                    North         East    Units  Estimated Accuracy
 CD0635;SPC TX C     - 3,187,540.      180,120.      MT  (+/- 180 meters Scaled)
 CD0635
 CD0635                          SUPERSEDED SURVEY CONTROL
 CD0635
 CD0635  NGVD 29 (??/??/92) 1089.870  (m)         3575.68   (f) ADJ UNCH    1 2
 CD0635
 CD0635.Superseded values are not recommended for survey control.
 CD0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0635.See file dsdata.txt to determine how the superseded data were derived.
 CD0635
 CD0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ244568(NAD 83)
 CD0635_MARKER: DB = BENCH MARK DISK
 CD0635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0635_SP_SET: ABUTMENT
 CD0635_STAMPING: K 1074 1956
 CD0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0635
 CD0635  HISTORY     - Date     Condition        Report By
 CD0635  HISTORY     - 1956     MONUMENTED       CGS
 CD0635  HISTORY     - 1972     GOOD             USGS
 CD0635  HISTORY     - 1981     GOOD             NGS
 CD0635
 CD0635                          STATION DESCRIPTION
 CD0635
 CD0635'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CD0635'0.4 MI SE FROM MCNARY.
 CD0635'0.4 MI. SE ALONG STATE HWY 20 FROM THE POST OFFICE AT MCNARY, AT THE
 CD0635'SE END OF THE BRIDGE OVER DIABLO ARROYO, 17 FT. NE OF THE CENTERLINE
 CD0635'OF THE HWY., LEVEL WITH THE HWY., AND IN THE TOP OF THE NE END OF THE
 CD0635'SE CONCRETE ABUTMENT, A STANDARD DISK CEMENTED IN DRILL HOLE AND
 CD0635'STAMPED K 1074 1956.
 CD0635
 CD0635                          STATION RECOVERY (1981)
 CD0635
 CD0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0635'45.1 KM (28.0 FT) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CD0635'POST OFFICE IN FABENS, OR 6.3 KM (3.9 MI) NORTHWEST ALONG THE SOUTHERN
 CD0635'PACIFIC RAILROAD FROM THE RAILROAD STATION IN SIERRA GRANDE, THENCE
 CD0635'0.2 KM (0.1 MI) SOUTH ALONG A GRAVELED ROAD, THENCE 39.6 KM (24.6 MI)
 CD0635'NORTHWESTERLY ALONG INTERSTATE HIGHWAY 10, THENCE 1.6 KM (1.0 MI)
 CD0635'NORTHWEST ALONG STATE HIGHWAY 20, 0.6 KM (0.4 MI) SOUTHEAST OF THE
 CD0635'POST OFFICE IN MCNARY, 0.2 KM (0.1 MI) NORTHWEST OF FARM ROAD 192,
 CD0635'IN TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF A BRIDGE
 CD0635'AND 5.2 METERS (17.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 CD0635'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0848 ***********************************************************************
 AY0848  DESIGNATION -  K 1075
 AY0848  PID         -  AY0848
 AY0848  STATE/COUNTY-  TX/MEDINA
 AY0848  USGS QUAD   -  DEVINE (1982)
 AY0848
 AY0848                         *CURRENT SURVEY CONTROL
 AY0848  ___________________________________________________________________
 AY0848* NAD 83(1986)-  29 09 02.     (N)    098 53 44.     (W)     SCALED    
 AY0848* NAVD 88     -       209.729  (meters)     688.09   (feet)  ADJUSTED  
 AY0848  ___________________________________________________________________
 AY0848  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AY0848  DYNAMIC HT  -         209.428 (meters)     687.10  (feet)  COMP
 AY0848  MODELED GRAV-     979,207.0   (mgal)                       NAVD 88
 AY0848
 AY0848  VERT ORDER  -  FIRST     CLASS II
 AY0848
 AY0848.The horizontal coordinates were scaled from a topographic map and have
 AY0848.an estimated accuracy of +/- 6 seconds.
 AY0848
 AY0848.The orthometric height was determined by differential leveling
 AY0848.and adjusted by the National Geodetic Survey in June 1991..
 AY0848
 AY0848.The geoid height was determined by GEOID03.
 AY0848
 AY0848.The dynamic height is computed by dividing the NAVD 88
 AY0848.geopotential number by the normal gravity value computed on the
 AY0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0848.degrees latitude (g = 980.6199 gals.).
 AY0848
 AY0848.The modeled gravity was interpolated from observed gravity values.
 AY0848
 AY0848;                    North         East    Units  Estimated Accuracy
 AY0848;SPC TXSC     - 4,145,990.      610,160.      MT  (+/- 180 meters Scaled)
 AY0848
 AY0848                          SUPERSEDED SURVEY CONTROL
 AY0848
 AY0848  NGVD 29 (??/??/92)  209.612  (m)          687.70   (f) ADJ UNCH    1 2
 AY0848
 AY0848.Superseded values are not recommended for survey control.
 AY0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0848.See file dsdata.txt to determine how the superseded data were derived.
 AY0848
 AY0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT101246(NAD 83)
 AY0848_MARKER: DB = BENCH MARK DISK
 AY0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0848_SP_SET: ABUTMENT
 AY0848_STAMPING: K 1075 1956
 AY0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0848
 AY0848  HISTORY     - Date     Condition        Report By
 AY0848  HISTORY     - 1956     MONUMENTED       CGS
 AY0848  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 AY0848  HISTORY     - 19970917 MARK NOT FOUND   USPSQD
 AY0848  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AY0848
 AY0848                          STATION DESCRIPTION
 AY0848
 AY0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0848'0.9 MI NE FROM DEVINE.
 AY0848'0.9 MILE NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AY0848'FROM THE STATION AT DEVINE, AT UNDERPASS 290.4 OVER U.S. HIGHWAY 81,
 AY0848'4.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 0.5 FOOT BELOW THE TOP OF
 AY0848'THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 AY0848'CONCRETE ABUTMENT OF THE UNDERPASS.
 AY0848
 AY0848                          STATION RECOVERY (1994)
 AY0848
 AY0848'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0848'MARK NOT FOUND.
 AY0848
 AY0848                          STATION RECOVERY (1997)
 AY0848
 AY0848'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0848'MARK NOT FOUND.
 AY0848
 AY0848                          STATION RECOVERY (2002)
 AY0848
 AY0848'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0848'NEW UNDERPASS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0179 ***********************************************************************
 AO0179  DESIGNATION -  K 1076
 AO0179  PID         -  AO0179
 AO0179  STATE/COUNTY-  TX/FRIO
 AO0179  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0179
 AO0179                         *CURRENT SURVEY CONTROL
 AO0179  ___________________________________________________________________
 AO0179* NAD 83(1986)-  28 53 12.     (N)    099 05 53.     (W)     SCALED    
 AO0179* NAVD 88     -       189.934  (meters)     623.14   (feet)  ADJUSTED  
 AO0179  ___________________________________________________________________
 AO0179  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 AO0179  DYNAMIC HT  -         189.656 (meters)     622.23  (feet)  COMP
 AO0179  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 AO0179
 AO0179  VERT ORDER  -  FIRST     CLASS II
 AO0179
 AO0179.The horizontal coordinates were scaled from a topographic map and have
 AO0179.an estimated accuracy of +/- 6 seconds.
 AO0179
 AO0179.The orthometric height was determined by differential leveling
 AO0179.and adjusted by the National Geodetic Survey in June 1991..
 AO0179
 AO0179.The geoid height was determined by GEOID03.
 AO0179
 AO0179.The dynamic height is computed by dividing the NAVD 88
 AO0179.geopotential number by the normal gravity value computed on the
 AO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0179.degrees latitude (g = 980.6199 gals.).
 AO0179
 AO0179.The modeled gravity was interpolated from observed gravity values.
 AO0179
 AO0179;                    North         East    Units  Estimated Accuracy
 AO0179;SPC TXSC     - 4,116,740.      590,440.      MT  (+/- 180 meters Scaled)
 AO0179
 AO0179                          SUPERSEDED SURVEY CONTROL
 AO0179
 AO0179  NGVD 29 (??/??/92)  189.810  (m)          622.74   (f) ADJ UNCH    1 2
 AO0179
 AO0179.Superseded values are not recommended for survey control.
 AO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0179.See file dsdata.txt to determine how the superseded data were derived.
 AO0179
 AO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS904954(NAD 83)
 AO0179_MARKER: DB = BENCH MARK DISK
 AO0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0179_STAMPING: K 1076 1956
 AO0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0179+STABILITY: SURFACE MOTION
 AO0179
 AO0179  HISTORY     - Date     Condition        Report By
 AO0179  HISTORY     - 1956     MONUMENTED       CGS
 AO0179  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AO0179  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AO0179  HISTORY     - 20030523 MARK NOT FOUND   USPSQD
 AO0179
 AO0179                          STATION DESCRIPTION
 AO0179
 AO0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0179'0.35 MI S FROM PEARSALL.
 AO0179'0.35 MILE SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0179'FROM THE STATION AT PEARSALL, AT THE CROSSING OF 36TH STREET, 79 FEET
 AO0179'SOUTH OF THE CENTER LINE OF 36TH STREET, 34 FEET EAST OF THE EAST
 AO0179'RAIL, 19.6 FEET NORTH OF THE 5TH POLE SOUTH OF MILEPOST 313, IN LINE
 AO0179'WITH A ROW OF TELEPHONE POLES, 1.5 FEET WEST OF A WITNESS POST, SET IN
 AO0179'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0179
 AO0179                          STATION RECOVERY (1996)
 AO0179
 AO0179'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0179'MARK NOT FOUND.
 AO0179
 AO0179                          STATION RECOVERY (1998)
 AO0179
 AO0179'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0179'MARK NOT FOUND.
 AO0179
 AO0179                          STATION RECOVERY (2003)
 AO0179
 AO0179'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0219 ***********************************************************************
 AO0219  DESIGNATION -  K 1077
 AO0219  PID         -  AO0219
 AO0219  STATE/COUNTY-  TX/LA SALLE
 AO0219  USGS QUAD   -  MILLETT (1974)
 AO0219
 AO0219                         *CURRENT SURVEY CONTROL
 AO0219  ___________________________________________________________________
 AO0219* NAD 83(1986)-  28 33 53.     (N)    099 12 02.     (W)     SCALED    
 AO0219* NAVD 88     -       155.691  (meters)     510.80   (feet)  ADJUSTED  
 AO0219  ___________________________________________________________________
 AO0219  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AO0219  DYNAMIC HT  -         155.459 (meters)     510.04  (feet)  COMP
 AO0219  MODELED GRAV-     979,152.0   (mgal)                       NAVD 88
 AO0219
 AO0219  VERT ORDER  -  FIRST     CLASS II
 AO0219
 AO0219.The horizontal coordinates were scaled from a topographic map and have
 AO0219.an estimated accuracy of +/- 6 seconds.
 AO0219
 AO0219.The orthometric height was determined by differential leveling
 AO0219.and adjusted by the National Geodetic Survey in June 1991..
 AO0219.WARNING-Repeat measurements at this control monument indicate possible
 AO0219.vertical movement.
 AO0219
 AO0219.The geoid height was determined by GEOID03.
 AO0219
 AO0219.The dynamic height is computed by dividing the NAVD 88
 AO0219.geopotential number by the normal gravity value computed on the
 AO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0219.degrees latitude (g = 980.6199 gals.).
 AO0219
 AO0219.The modeled gravity was interpolated from observed gravity values.
 AO0219
 AO0219;                    North         East    Units  Estimated Accuracy
 AO0219;SPC TXSC     - 4,081,080.      580,380.      MT  (+/- 180 meters Scaled)
 AO0219
 AO0219                          SUPERSEDED SURVEY CONTROL
 AO0219
 AO0219  NGVD 29 (??/??/92)  155.566  (m)          510.39   (f) ADJ UNCH    1 2
 AO0219
 AO0219.Superseded values are not recommended for survey control.
 AO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0219.See file dsdata.txt to determine how the superseded data were derived.
 AO0219
 AO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS803597(NAD 83)
 AO0219_MARKER: DB = BENCH MARK DISK
 AO0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0219_STAMPING: K 1077 1956
 AO0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0219+STABILITY: SURFACE MOTION
 AO0219
 AO0219  HISTORY     - Date     Condition        Report By
 AO0219  HISTORY     - 1956     MONUMENTED       CGS
 AO0219  HISTORY     - 1958     GOOD             NGS
 AO0219
 AO0219                          STATION DESCRIPTION
 AO0219
 AO0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0219'3.25 MI N FROM GARDENDALE.
 AO0219'3.25 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0219'FROM THE STATION AT GARDENDALE, 78 FEET WEST OF THE 6TH POLE SOUTH OF
 AO0219'MILEPOST 336, 60.5 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 81,
 AO0219'37.2 FEET WEST OF THE WEST RAIL, 11 FEET SOUTH OF A TELEPHONE POLE,
 AO0219'10.5 FEET EAST OF A FENCE, 2 FEET WEST OF A WITNESS POST, 4 FEET BELOW
 AO0219'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AO0219'0.6 FOOT ABOVE THE GROUND.
 AO0219
 AO0219                          STATION RECOVERY (1958)
 AO0219
 AO0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0276 ***********************************************************************
 AO0276  DESIGNATION -  K 1078
 AO0276  PID         -  AO0276
 AO0276  STATE/COUNTY-  TX/LA SALLE
 AO0276  USGS QUAD   -  ARTESIA WELLS (1982)
 AO0276
 AO0276                         *CURRENT SURVEY CONTROL
 AO0276  ___________________________________________________________________
 AO0276* NAD 83(1986)-  28 17 17.     (N)    099 16 56.     (W)     SCALED    
 AO0276* NAVD 88     -       138.359  (meters)     453.93   (feet)  ADJUSTED  
 AO0276  ___________________________________________________________________
 AO0276  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 AO0276  DYNAMIC HT  -         138.149 (meters)     453.24  (feet)  COMP
 AO0276  MODELED GRAV-     979,125.5   (mgal)                       NAVD 88
 AO0276
 AO0276  VERT ORDER  -  FIRST     CLASS II
 AO0276
 AO0276.The horizontal coordinates were scaled from a topographic map and have
 AO0276.an estimated accuracy of +/- 6 seconds.
 AO0276
 AO0276.The orthometric height was determined by differential leveling
 AO0276.and adjusted by the National Geodetic Survey in June 1991..
 AO0276.WARNING-Repeat measurements at this control monument indicate possible
 AO0276.vertical movement.
 AO0276
 AO0276.The geoid height was determined by GEOID03.
 AO0276
 AO0276.The dynamic height is computed by dividing the NAVD 88
 AO0276.geopotential number by the normal gravity value computed on the
 AO0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0276.degrees latitude (g = 980.6199 gals.).
 AO0276
 AO0276.The modeled gravity was interpolated from observed gravity values.
 AO0276
 AO0276;                    North         East    Units  Estimated Accuracy
 AO0276;SPC TXSC     - 4,050,430.      572,310.      MT  (+/- 180 meters Scaled)
 AO0276
 AO0276                          SUPERSEDED SURVEY CONTROL
 AO0276
 AO0276  NGVD 29 (??/??/92)  138.240  (m)          453.54   (f) ADJ UNCH    1 2
 AO0276
 AO0276.Superseded values are not recommended for survey control.
 AO0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0276.See file dsdata.txt to determine how the superseded data were derived.
 AO0276
 AO0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS723291(NAD 83)
 AO0276_MARKER: DB = BENCH MARK DISK
 AO0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0276_STAMPING: K 1078 1956
 AO0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0276+STABILITY: SURFACE MOTION
 AO0276
 AO0276  HISTORY     - Date     Condition        Report By
 AO0276  HISTORY     - 1956     MONUMENTED       CGS
 AO0276  HISTORY     - 1976     MARK NOT FOUND   USGS
 AO0276
 AO0276                          STATION DESCRIPTION
 AO0276
 AO0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0276'10.85 MI S FROM COTULLA.
 AO0276'10.85 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0276'FROM THE STATION AT COTULLA, 37.6 FEET NORTH OF THE 5TH POLE SOUTH OF
 AO0276'MILEPOST 356, 72 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 35
 AO0276'FEET EAST OF THE EAST RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 2
 AO0276'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0276'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AO0276
 AO0276                          STATION RECOVERY (1976)
 AO0276
 AO0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0701 ***********************************************************************
 AJ0701  DESIGNATION -  K 1079
 AJ0701  PID         -  AJ0701
 AJ0701  STATE/COUNTY-  TX/LA SALLE
 AJ0701  USGS QUAD   -  VENADO CREEK WEST (1980)
 AJ0701
 AJ0701                         *CURRENT SURVEY CONTROL
 AJ0701  ___________________________________________________________________
 AJ0701* NAD 83(1986)-  27 58 55.     (N)    099 22 23.     (W)     SCALED    
 AJ0701* NAVD 88     -       162.551  (meters)     533.30   (feet)  ADJUSTED  
 AJ0701  ___________________________________________________________________
 AJ0701  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AJ0701  DYNAMIC HT  -         162.300 (meters)     532.48  (feet)  COMP
 AJ0701  MODELED GRAV-     979,096.5   (mgal)                       NAVD 88
 AJ0701
 AJ0701  VERT ORDER  -  FIRST     CLASS II
 AJ0701
 AJ0701.The horizontal coordinates were scaled from a topographic map and have
 AJ0701.an estimated accuracy of +/- 6 seconds.
 AJ0701
 AJ0701.The orthometric height was determined by differential leveling
 AJ0701.and adjusted by the National Geodetic Survey in June 1991..
 AJ0701
 AJ0701.The geoid height was determined by GEOID03.
 AJ0701
 AJ0701.The dynamic height is computed by dividing the NAVD 88
 AJ0701.geopotential number by the normal gravity value computed on the
 AJ0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0701.degrees latitude (g = 980.6199 gals.).
 AJ0701
 AJ0701.The modeled gravity was interpolated from observed gravity values.
 AJ0701
 AJ0701;                    North         East    Units  Estimated Accuracy
 AJ0701;SPC TXSC     - 4,016,530.      563,290.      MT  (+/- 180 meters Scaled)
 AJ0701
 AJ0701                          SUPERSEDED SURVEY CONTROL
 AJ0701
 AJ0701  NGVD 29 (??/??/92)  162.431  (m)          532.91   (f) ADJ UNCH    1 2
 AJ0701
 AJ0701.Superseded values are not recommended for survey control.
 AJ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0701.See file dsdata.txt to determine how the superseded data were derived.
 AJ0701
 AJ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR633952(NAD 83)
 AJ0701_MARKER: DB = BENCH MARK DISK
 AJ0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0701_SP_SET: CULVERT
 AJ0701_STAMPING: K 1079 1957
 AJ0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0701
 AJ0701  HISTORY     - Date     Condition        Report By
 AJ0701  HISTORY     - 1957     MONUMENTED       CGS
 AJ0701  HISTORY     - 1977     GOOD             USGS
 AJ0701
 AJ0701                          STATION DESCRIPTION
 AJ0701
 AJ0701'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0701'4.3 MI S FROM ENCINAL.
 AJ0701'4.0 MILES SOUTH ALONG INTERSTATE HWY 35 FROM THE POST OFFICE IN
 AJ0701'ENCINAL.  0.3 MILES SOUTH OF HWY MILEPOST 35, 65 FEET EAST OF RR, 26
 AJ0701'FEET WEST AND LEVEL WITH CENTERLINE OF SOUTHBOUND LANE OF I 35.  A STD
 AJ0701'USC AND GS TABLET STAMPED K 1079 1957 SET IN THE CENTER OF THE WEST
 AJ0701'WINGWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0162 ***********************************************************************
 BP0162  DESIGNATION -  K 108
 BP0162  PID         -  BP0162
 BP0162  STATE/COUNTY-  TX/PECOS
 BP0162  USGS QUAD   -  BUSHER CANYON (1968)
 BP0162
 BP0162                         *CURRENT SURVEY CONTROL
 BP0162  ___________________________________________________________________
 BP0162* NAD 83(1986)-  30 29 45.     (N)    102 32 33.     (W)     SCALED    
 BP0162* NAVD 88     -      1093.216  (meters)    3586.66   (feet)  ADJUSTED  
 BP0162  ___________________________________________________________________
 BP0162  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 BP0162  DYNAMIC HT  -        1091.505 (meters)    3581.05  (feet)  COMP
 BP0162  MODELED GRAV-     979,039.2   (mgal)                       NAVD 88
 BP0162
 BP0162  VERT ORDER  -  FIRST     CLASS II
 BP0162
 BP0162.The horizontal coordinates were scaled from a topographic map and have
 BP0162.an estimated accuracy of +/- 6 seconds.
 BP0162
 BP0162.The orthometric height was determined by differential leveling
 BP0162.and adjusted by the National Geodetic Survey in June 1991..
 BP0162
 BP0162.The geoid height was determined by GEOID03.
 BP0162
 BP0162.The dynamic height is computed by dividing the NAVD 88
 BP0162.geopotential number by the normal gravity value computed on the
 BP0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0162.degrees latitude (g = 980.6199 gals.).
 BP0162
 BP0162.The modeled gravity was interpolated from observed gravity values.
 BP0162
 BP0162;                    North         East    Units  Estimated Accuracy
 BP0162;SPC TX C     - 3,094,020.      487,940.      MT  (+/- 180 meters Scaled)
 BP0162
 BP0162                          SUPERSEDED SURVEY CONTROL
 BP0162
 BP0162  NGVD 29 (??/??/92) 1092.921  (m)         3585.69   (f) ADJ UNCH    1 2
 BP0162
 BP0162.Superseded values are not recommended for survey control.
 BP0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0162.See file dsdata.txt to determine how the superseded data were derived.
 BP0162
 BP0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP358762(NAD 83)
 BP0162_MARKER: DB = BENCH MARK DISK
 BP0162_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BP0162_SP_SET: ROCK
 BP0162_STAMPING: K 108 1933 3585.767
 BP0162_MARK LOGO: CGS   
 BP0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0162
 BP0162  HISTORY     - Date     Condition        Report By
 BP0162  HISTORY     - 1933     MONUMENTED       CGS
 BP0162  HISTORY     - 1958     GOOD             NGS
 BP0162  HISTORY     - 1981     GOOD             NGS
 BP0162
 BP0162                          STATION DESCRIPTION
 BP0162
 BP0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0162'28.9 MI N FROM SANDERSON.
 BP0162'ABOUT 28.9 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE JUNCTION OF U.
 BP0162'S. HIGHWAY 90 AT SANDERSON, ABOUT 35.45 MILES SOUTHEAST OF THE
 BP0162'PANHANDLE AND SANTA FE RAILWAY STATION AT FORT STOCKTON, IN THE TOP OF
 BP0162'A LARGE FLAT ROCK, 100 FEET NORTHEAST OF THE CENTER LINE OF THE
 BP0162'HIGHWAY, ABOUT 0.5 MILE NORTHWEST OF A DEEP CUT, ABOUT 200 FEET
 BP0162'NORTHWEST OF THE TOP OF A HILL, 39 FEET NORTHEAST OF A RIGHT OF WAY
 BP0162'FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
 BP0162
 BP0162                          STATION RECOVERY (1981)
 BP0162
 BP0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0162'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 BP0162'ADD 0.3 M (1.0 FT) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0631 ***********************************************************************
 AE0631  DESIGNATION -  K 1080
 AE0631  PID         -  AE0631
 AE0631  STATE/COUNTY-  TX/STARR
 AE0631  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0631
 AE0631                         *CURRENT SURVEY CONTROL
 AE0631  ___________________________________________________________________
 AE0631* NAD 83(1986)-  26 23 23.     (N)    098 54 48.     (W)     SCALED    
 AE0631* NAVD 88     -        53.169  (meters)     174.44   (feet)  ADJUSTED  
 AE0631  ___________________________________________________________________
 AE0631  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AE0631  DYNAMIC HT  -          53.082 (meters)     174.15  (feet)  COMP
 AE0631  MODELED GRAV-     979,003.0   (mgal)                       NAVD 88
 AE0631
 AE0631  VERT ORDER  -  FIRST     CLASS II
 AE0631
 AE0631.The horizontal coordinates were scaled from a topographic map and have
 AE0631.an estimated accuracy of +/- 6 seconds.
 AE0631
 AE0631.The orthometric height was determined by differential leveling
 AE0631.and adjusted by the National Geodetic Survey in June 1991..
 AE0631
 AE0631.The geoid height was determined by GEOID03.
 AE0631
 AE0631.The dynamic height is computed by dividing the NAVD 88
 AE0631.geopotential number by the normal gravity value computed on the
 AE0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0631.degrees latitude (g = 980.6199 gals.).
 AE0631
 AE0631.The modeled gravity was interpolated from observed gravity values.
 AE0631
 AE0631;                    North         East    Units  Estimated Accuracy
 AE0631;SPC TX S     - 5,080,180.      258,760.      MT  (+/- 180 meters Scaled)
 AE0631
 AE0631                          SUPERSEDED SURVEY CONTROL
 AE0631
 AE0631  NGVD 29 (??/??/92)   53.220  (m)          174.61   (f) ADJ UNCH    1 2
 AE0631
 AE0631.Superseded values are not recommended for survey control.
 AE0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0631.See file dsdata.txt to determine how the superseded data were derived.
 AE0631
 AE0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ086188(NAD 83)
 AE0631_MARKER: DB = BENCH MARK DISK
 AE0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0631_SP_SET: CULVERT
 AE0631_STAMPING: K 1080 1956
 AE0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0631
 AE0631  HISTORY     - Date     Condition        Report By
 AE0631  HISTORY     - 1956     MONUMENTED       CGS
 AE0631  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0631
 AE0631                          STATION DESCRIPTION
 AE0631
 AE0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0631'6.3 MI W FROM RIO GRANDE CITY.
 AE0631'6.3 MILES WEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO
 AE0631'GRANDE CITY, 23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT
 AE0631'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 AE0631'SOUTH HEADWALL AND GUARD RAIL OF AN 8 CHANNEL CONCRETE BRIDGE OVER
 AE0631'ARROYO QUIOTE.
 AE0631
 AE0631                          STATION RECOVERY (1981)
 AE0631
 AE0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0631'NOT RECOVERED THIS DATE.  K 1080 RESET 1979 FOUND IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1283 ***********************************************************************
 AE1283  DESIGNATION -  K 1080 RESET 1979
 AE1283  PID         -  AE1283
 AE1283  STATE/COUNTY-  TX/STARR
 AE1283  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE1283
 AE1283                         *CURRENT SURVEY CONTROL
 AE1283  ___________________________________________________________________
 AE1283* NAD 83(1986)-  26 23 23.     (N)    098 54 50.     (W)     SCALED    
 AE1283* NAVD 88     -        53.101  (meters)     174.22   (feet)  ADJUSTED  
 AE1283  ___________________________________________________________________
 AE1283  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AE1283  DYNAMIC HT  -          53.014 (meters)     173.93  (feet)  COMP
 AE1283  MODELED GRAV-     979,003.1   (mgal)                       NAVD 88
 AE1283
 AE1283  VERT ORDER  -  FIRST     CLASS II
 AE1283
 AE1283.The horizontal coordinates were scaled from a topographic map and have
 AE1283.an estimated accuracy of +/- 6 seconds.
 AE1283
 AE1283.The orthometric height was determined by differential leveling
 AE1283.and adjusted by the National Geodetic Survey in June 1991..
 AE1283
 AE1283.The geoid height was determined by GEOID03.
 AE1283
 AE1283.The dynamic height is computed by dividing the NAVD 88
 AE1283.geopotential number by the normal gravity value computed on the
 AE1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1283.degrees latitude (g = 980.6199 gals.).
 AE1283
 AE1283.The modeled gravity was interpolated from observed gravity values.
 AE1283
 AE1283;                    North         East    Units  Estimated Accuracy
 AE1283;SPC TX S     - 5,080,180.      258,700.      MT  (+/- 180 meters Scaled)
 AE1283
 AE1283                          SUPERSEDED SURVEY CONTROL
 AE1283
 AE1283.No superseded survey control is available for this station.
 AE1283
 AE1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ085188(NAD 83)
 AE1283_MARKER: DB = BENCH MARK DISK
 AE1283_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1283_SP_SET: HEADWALL
 AE1283_STAMPING: K 1080 RESET 1979
 AE1283_MARK LOGO: NGS   
 AE1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1283
 AE1283  HISTORY     - Date     Condition        Report By
 AE1283  HISTORY     - 1979     MONUMENTED       NGS
 AE1283  HISTORY     - 1981     GOOD             NGS
 AE1283
 AE1283                          STATION DESCRIPTION
 AE1283
 AE1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1283'10.7 KM (6.65 MI) NW FROM RIO GRANDE CITY.
 AE1283'RECOVERED THIS DATE, NEW DESCRIPTION FOLLOWS, 10.7 KM
 AE1283'(6.65 MI) SORTHWEST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF STATE
 AE1283'ROUTE 775 NORTH IN RIO GRANDE CITY, SET IN TOP OF THE NORTHEAST END OF
 AE1283'THE NORTHWEST BRIDGE ABUTMENT OVER ARROYO QUIOTE, 7.9 METERS
 AE1283'(26.0 FT) NORTHEAST OF CENTERLINE OF THE HIGHWAY.
 AE1283'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1053 ***********************************************************************
 AE1053  DESIGNATION -  K 1081
 AE1053  PID         -  AE1053
 AE1053  STATE/COUNTY-  TX/ZAPATA
 AE1053  USGS QUAD   -  ZAPATA (1979)
 AE1053
 AE1053                         *CURRENT SURVEY CONTROL
 AE1053  ___________________________________________________________________
 AE1053* NAD 83(1986)-  26 56 47.     (N)    099 19 35.     (W)     SCALED    
 AE1053* NAVD 88     -        95.305  (meters)     312.68   (feet)  ADJUSTED  
 AE1053  ___________________________________________________________________
 AE1053  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AE1053  DYNAMIC HT  -          95.152 (meters)     312.18  (feet)  COMP
 AE1053  MODELED GRAV-     979,036.2   (mgal)                       NAVD 88
 AE1053
 AE1053  VERT ORDER  -  FIRST     CLASS II
 AE1053
 AE1053.The horizontal coordinates were scaled from a topographic map and have
 AE1053.an estimated accuracy of +/- 6 seconds.
 AE1053
 AE1053.The orthometric height was determined by differential leveling
 AE1053.and adjusted by the National Geodetic Survey in June 1991..
 AE1053
 AE1053.The geoid height was determined by GEOID03.
 AE1053
 AE1053.The dynamic height is computed by dividing the NAVD 88
 AE1053.geopotential number by the normal gravity value computed on the
 AE1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1053.degrees latitude (g = 980.6199 gals.).
 AE1053
 AE1053.The modeled gravity was interpolated from observed gravity values.
 AE1053
 AE1053;                    North         East    Units  Estimated Accuracy
 AE1053;SPC TX S     - 5,142,050.      217,950.      MT  (+/- 180 meters Scaled)
 AE1053
 AE1053                          SUPERSEDED SURVEY CONTROL
 AE1053
 AE1053  NGVD 29 (??/??/92)   95.368  (m)          312.89   (f) ADJ UNCH    1 2
 AE1053
 AE1053.Superseded values are not recommended for survey control.
 AE1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1053.See file dsdata.txt to determine how the superseded data were derived.
 AE1053
 AE1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ676805(NAD 83)
 AE1053_MARKER: DB = BENCH MARK DISK
 AE1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1053_SP_SET: CULVERT
 AE1053_STAMPING: K 1081 1956
 AE1053_MARK LOGO: CGS   
 AE1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1053
 AE1053  HISTORY     - Date     Condition        Report By
 AE1053  HISTORY     - 1956     MONUMENTED       CGS
 AE1053  HISTORY     - 1981     GOOD             NGS
 AE1053
 AE1053                          STATION DESCRIPTION
 AE1053
 AE1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE1053'4.5 MI NW FROM ZAPATA.
 AE1053'4.5 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE WATER TOWER AT
 AE1053'ZAPATA, 41 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 AE1053'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF
 AE1053'THE SOUTHWEST HEADWALL OF A 3 CHANNEL CONCRETE CULVERT OVER ARROYO
 AE1053'MOLLETES.
 AE1053
 AE1053                          STATION RECOVERY (1981)
 AE1053
 AE1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0851 ***********************************************************************
 AJ0851  DESIGNATION -  K 1082
 AJ0851  PID         -  AJ0851
 AJ0851  STATE/COUNTY-  TX/WEBB
 AJ0851  USGS QUAD   -  LAREDO SOUTH (1979)
 AJ0851
 AJ0851                         *CURRENT SURVEY CONTROL
 AJ0851  ___________________________________________________________________
 AJ0851* NAD 83(1986)-  27 23 31.     (N)    099 28 38.     (W)     SCALED    
 AJ0851* NAVD 88     -       133.964  (meters)     439.51   (feet)  ADJUSTED  
 AJ0851  ___________________________________________________________________
 AJ0851  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AJ0851  DYNAMIC HT  -         133.752 (meters)     438.82  (feet)  COMP
 AJ0851  MODELED GRAV-     979,058.2   (mgal)                       NAVD 88
 AJ0851
 AJ0851  VERT ORDER  -  FIRST     CLASS II
 AJ0851
 AJ0851.The horizontal coordinates were scaled from a topographic map and have
 AJ0851.an estimated accuracy of +/- 6 seconds.
 AJ0851
 AJ0851.The orthometric height was determined by differential leveling
 AJ0851.and adjusted by the National Geodetic Survey in June 1991..
 AJ0851
 AJ0851.The geoid height was determined by GEOID03.
 AJ0851
 AJ0851.The dynamic height is computed by dividing the NAVD 88
 AJ0851.geopotential number by the normal gravity value computed on the
 AJ0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0851.degrees latitude (g = 980.6199 gals.).
 AJ0851
 AJ0851.The modeled gravity was interpolated from observed gravity values.
 AJ0851
 AJ0851;                    North         East    Units  Estimated Accuracy
 AJ0851;SPC TX S     - 5,191,520.      203,350.      MT  (+/- 180 meters Scaled)
 AJ0851
 AJ0851                          SUPERSEDED SURVEY CONTROL
 AJ0851
 AJ0851  NGVD 29 (??/??/92)  134.008  (m)          439.66   (f) ADJ UNCH    1 2
 AJ0851
 AJ0851.Superseded values are not recommended for survey control.
 AJ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0851.See file dsdata.txt to determine how the superseded data were derived.
 AJ0851
 AJ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR528299(NAD 83)
 AJ0851_MARKER: DB = BENCH MARK DISK
 AJ0851_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0851_SP_SET: ROCK
 AJ0851_STAMPING: K 1082 1957
 AJ0851_MARK LOGO: CGS   
 AJ0851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0851+STABILITY: POSITION/ELEVATION WELL
 AJ0851
 AJ0851  HISTORY     - Date     Condition        Report By
 AJ0851  HISTORY     - 1957     MONUMENTED       CGS
 AJ0851  HISTORY     - 1981     GOOD             NGS
 AJ0851  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AJ0851
 AJ0851                          STATION DESCRIPTION
 AJ0851
 AJ0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0851'10.7 MI S FROM LAREDO.
 AJ0851'2.8 MILES SOUTHEAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION
 AJ0851'AT LAREDO, THENCE 7.9 MILES SOUTH ALONG U.S. HIGHWAY 83, 0.15 MILE
 AJ0851'NORTH OF A RANCH HOUSE, 149 FEET WEST OF THE CENTER LINE OF THE
 AJ0851'HIGHWAY, 104 FEET NORTHWEST OF A POWER POLE, AT A POWER LINE CROSSING,
 AJ0851'95 FEET WEST OF THE CENTER OF A GATE, 40 FEET NORTHWEST OF THE CENTER
 AJ0851'LINE OF A PRIVATE FIELD ROAD, 0.2 FOOT ABOVE THE GROUND, SET IN THE
 AJ0851'TOP OF A HARD SANDSTONE ROCK.
 AJ0851
 AJ0851                          STATION RECOVERY (1981)
 AJ0851
 AJ0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0851'RECOVERED THIS DATE, NOTE, 13.1 KM (8.15 MI) SOUTH ALONG U.S.
 AJ0851'HIGHWAY 83 FROM THE TEXAS MEXICAN RAILROAD OVERPASS BRIDGE IN LAREDO,
 AJ0851'67.0 METERS (220.0 FT) WEST OF CENTERLINE OF NEW HIGHWAY 83, AND
 AJ0851'3.7 METERS (12.0 FT) WEST OF A WIRE FENCE WITH WITNESS SIGN ATTACHED.
 AJ0851
 AJ0851                          STATION RECOVERY (1988)
 AJ0851
 AJ0851'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0727 ***********************************************************************
 AJ0727  DESIGNATION -  K 1083
 AJ0727  PID         -  AJ0727
 AJ0727  STATE/COUNTY-  TX/WEBB
 AJ0727  USGS QUAD   -  ORVIL (1980)
 AJ0727
 AJ0727                         *CURRENT SURVEY CONTROL
 AJ0727  ___________________________________________________________________
 AJ0727* NAD 83(1986)-  27 42 55.     (N)    099 26 55.     (W)     SCALED    
 AJ0727* NAVD 88     -       205.035  (meters)     672.69   (feet)  POSTED    
 AJ0727  ___________________________________________________________________
 AJ0727  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AJ0727  DYNAMIC HT  -         204.710 (meters)     671.62  (feet)  COMP
 AJ0727  MODELED GRAV-     979,070.6   (mgal)                       NAVD 88
 AJ0727
 AJ0727  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AJ0727
 AJ0727.The horizontal coordinates were scaled from a topographic map and have
 AJ0727.an estimated accuracy of +/- 6 seconds.
 AJ0727
 AJ0727.The orthometric height was determined by differential leveling
 AJ0727.and adjusted by the National Geodetic Survey in 1992..
 AJ0727.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AJ0727.rate greater than 8.0 mm/km.
 AJ0727
 AJ0727.The geoid height was determined by GEOID03.
 AJ0727
 AJ0727.The dynamic height is computed by dividing the NAVD 88
 AJ0727.geopotential number by the normal gravity value computed on the
 AJ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0727.degrees latitude (g = 980.6199 gals.).
 AJ0727
 AJ0727.The modeled gravity was interpolated from observed gravity values.
 AJ0727
 AJ0727;                    North         East    Units  Estimated Accuracy
 AJ0727;SPC TX S     - 5,227,330.      206,450.      MT  (+/- 180 meters Scaled)
 AJ0727
 AJ0727                          SUPERSEDED SURVEY CONTROL
 AJ0727
 AJ0727  NGVD 29 (??/??/92)  204.975  (m)          672.49   (f) ADJ UNCH    1 2
 AJ0727
 AJ0727.Superseded values are not recommended for survey control.
 AJ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0727.See file dsdata.txt to determine how the superseded data were derived.
 AJ0727
 AJ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR557657(NAD 83)
 AJ0727_MARKER: DB = BENCH MARK DISK
 AJ0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0727_STAMPING: K 1083 1957
 AJ0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0727+STABILITY: SURFACE MOTION
 AJ0727
 AJ0727  HISTORY     - Date     Condition        Report By
 AJ0727  HISTORY     - 1957     MONUMENTED       CGS
 AJ0727  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ0727  HISTORY     - 20020409 MARK NOT FOUND   USPSQD
 AJ0727
 AJ0727                          STATION DESCRIPTION
 AJ0727
 AJ0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0727'5.5 MI S FROM WEBB.
 AJ0727'5.5 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0727'FROM THE SECTION FOREMANS HOUSE AT WEBB, 3 POLES NORTH OF MILEPOST
 AJ0727'397, 42.4 FEET WEST OF THE WEST RAIL, 43 FEET EAST OF THE CENTER LINE
 AJ0727'OF U.S. HIGHWAY 83, 5 FEET NORTH OF A TELEPHONE POLE, 5.3 FEET NORTH
 AJ0727'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AJ0727'0.4 FOOT ABOVE THE GROUND.
 AJ0727
 AJ0727                          STATION RECOVERY (1982)
 AJ0727
 AJ0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0727'A CONCRETE POST WITH TOP BROKEN OFF WAS FOUND AT LOCATION DESCRIBED.
 AJ0727
 AJ0727                          STATION RECOVERY (2002)
 AJ0727
 AJ0727'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0760 ***********************************************************************
 AJ0760  DESIGNATION -  K 1084
 AJ0760  PID         -  AJ0760
 AJ0760  STATE/COUNTY-  TX/WEBB
 AJ0760  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ0760
 AJ0760                         *CURRENT SURVEY CONTROL
 AJ0760  ___________________________________________________________________
 AJ0760* NAD 83(1986)-  27 54 11.     (N)    099 29 02.     (W)     SCALED    
 AJ0760* NAVD 88     -       233.724  (meters)     766.81   (feet)  POSTED    
 AJ0760  ___________________________________________________________________
 AJ0760  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AJ0760  DYNAMIC HT  -         233.360 (meters)     765.62  (feet)  COMP
 AJ0760  MODELED GRAV-     979,083.8   (mgal)                       NAVD 88
 AJ0760
 AJ0760  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0760
 AJ0760.The horizontal coordinates were scaled from a topographic map and have
 AJ0760.an estimated accuracy of +/- 6 seconds.
 AJ0760
 AJ0760.The orthometric height was determined by differential leveling
 AJ0760.and adjusted by the National Geodetic Survey in 1992..
 AJ0760.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0760.rate of 1.1 thru 2.0 mm/km.
 AJ0760
 AJ0760.The geoid height was determined by GEOID03.
 AJ0760
 AJ0760.The dynamic height is computed by dividing the NAVD 88
 AJ0760.geopotential number by the normal gravity value computed on the
 AJ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0760.degrees latitude (g = 980.6199 gals.).
 AJ0760
 AJ0760.The modeled gravity was interpolated from observed gravity values.
 AJ0760
 AJ0760;                    North         East    Units  Estimated Accuracy
 AJ0760;SPC TX S     - 5,248,160.      203,140.      MT  (+/- 180 meters Scaled)
 AJ0760
 AJ0760                          SUPERSEDED SURVEY CONTROL
 AJ0760
 AJ0760  NGVD 29 (??/??/92)  233.721  (m)          766.80   (f) ADJ UNCH    1 2
 AJ0760
 AJ0760.Superseded values are not recommended for survey control.
 AJ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0760.See file dsdata.txt to determine how the superseded data were derived.
 AJ0760
 AJ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR523865(NAD 83)
 AJ0760_MARKER: DB = BENCH MARK DISK
 AJ0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0760_STAMPING: K 1084 1957
 AJ0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0760+STABILITY: SURFACE MOTION
 AJ0760
 AJ0760  HISTORY     - Date     Condition        Report By
 AJ0760  HISTORY     - 1957     MONUMENTED       CGS
 AJ0760  HISTORY     - 1982     MARK NOT FOUND   NGS
 AJ0760  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AJ0760
 AJ0760                          STATION DESCRIPTION
 AJ0760
 AJ0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0760'10.0 MI NW FROM WEBB.
 AJ0760'0.3 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0760'FROM THE SECTION FOREMANS HOUSE AT WEBB, THENCE 2.7 MILES WEST ALONG A
 AJ0760'GRADED DIRT ROAD, THENCE 7.0 MILES NORTHWEST ALONG U.S. HIGHWAY 83, ON
 AJ0760'TOP OF A SMALL HILL, 48 FEET NORTHEAST OF THE CENTER LINE OF THE
 AJ0760'HIGHWAY, 2 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS
 AJ0760'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AJ0760'GROUND.
 AJ0760
 AJ0760                          STATION RECOVERY (1982)
 AJ0760
 AJ0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0760'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AJ0760
 AJ0760                          STATION RECOVERY (2002)
 AJ0760
 AJ0760'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0407 ***********************************************************************
 AO0407  DESIGNATION -  K 1085
 AO0407  PID         -  AO0407
 AO0407  STATE/COUNTY-  TX/DIMMIT
 AO0407  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0407
 AO0407                         *CURRENT SURVEY CONTROL
 AO0407  ___________________________________________________________________
 AO0407* NAD 83(1986)-  28 31 38.     (N)    099 50 11.     (W)     SCALED    
 AO0407* NAVD 88     -       179.188  (meters)     587.89   (feet)  ADJUSTED  
 AO0407  ___________________________________________________________________
 AO0407  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 AO0407  DYNAMIC HT  -         178.919 (meters)     587.00  (feet)  COMP
 AO0407  MODELED GRAV-     979,141.8   (mgal)                       NAVD 88
 AO0407
 AO0407  VERT ORDER  -  FIRST     CLASS II
 AO0407
 AO0407.The horizontal coordinates were scaled from a topographic map and have
 AO0407.an estimated accuracy of +/- 6 seconds.
 AO0407
 AO0407.The orthometric height was determined by differential leveling
 AO0407.and adjusted by the National Geodetic Survey in June 1991..
 AO0407
 AO0407.The geoid height was determined by GEOID03.
 AO0407
 AO0407.The dynamic height is computed by dividing the NAVD 88
 AO0407.geopotential number by the normal gravity value computed on the
 AO0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0407.degrees latitude (g = 980.6199 gals.).
 AO0407
 AO0407.The modeled gravity was interpolated from observed gravity values.
 AO0407
 AO0407;                    North         East    Units  Estimated Accuracy
 AO0407;SPC TXSC     - 4,077,200.      518,140.      MT  (+/- 180 meters Scaled)
 AO0407
 AO0407                          SUPERSEDED SURVEY CONTROL
 AO0407
 AO0407  NGVD 29 (??/??/92)  179.117  (m)          587.65   (f) ADJ UNCH    1 2
 AO0407
 AO0407.Superseded values are not recommended for survey control.
 AO0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0407.See file dsdata.txt to determine how the superseded data were derived.
 AO0407
 AO0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS181558(NAD 83)
 AO0407_MARKER: DB = BENCH MARK DISK
 AO0407_SETTING: 0 = UNSPECIFIED SETTING
 AO0407_STAMPING: K 1085 1957
 AO0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0407
 AO0407  HISTORY     - Date     Condition        Report By
 AO0407  HISTORY     - 1957     MONUMENTED       CGS
 AO0407  HISTORY     - 1972     GOOD             NGS
 AO0407  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0407  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 AO0407
 AO0407                          STATION DESCRIPTION
 AO0407
 AO0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AO0407'1.5 MI NE FROM CARRIZO SPRINGS.
 AO0407'TO REACH THE BENCH MARK FROM THE JUNCTION OF U. S. HIGHWAY 83 AND
 AO0407'STATE HIGHWAY 85 ON THE EAST SIDE OF CARRIZO SPRINGS, GO SOUTHEAST AND
 AO0407'NORTHEAST ON STATE HIGHWAY 85 FOR 1.0 MILE TO FARM ROAD 1556 ON THE
 AO0407'RIGHT, CONTINUE NORTHEAST ON STATE HIGHWAY 85 FOR 0.4 MILE TO A SIDE
 AO0407'ROAD ON THE RIGHT, LEADING TO THE DIMMIT COUNTY AIRPORT AND THE MARK
 AO0407'ON THE LEFT.  IT IS 77 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 AO0407'85, 32 FEET SOUTHWEST OF AN EXTENDED LINE OF THE AIRPORT ROAD, 20 FEET
 AO0407'EAST-SOUTHEAST OF A POWER LINE POLE AND 2 FEET SOUTHEAST OF A WIRE
 AO0407'FENCE.  IT IS ABOUT 3 INCHES UNDERGROUND.
 AO0407
 AO0407                          STATION RECOVERY (1982)
 AO0407
 AO0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0407'MARK NOT RECOVERED.
 AO0407
 AO0407                          STATION RECOVERY (1997)
 AO0407
 AO0407'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0433 ***********************************************************************
 AO0433  CBN         -  This is a Cooperative Base Network Control Station.
 AO0433  DESIGNATION -  K 1086 RESET
 AO0433  PID         -  AO0433
 AO0433  STATE/COUNTY-  TX/DIMMIT
 AO0433  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0433
 AO0433                         *CURRENT SURVEY CONTROL
 AO0433  ___________________________________________________________________
 AO0433* NAD 83(1993)-  28 37 10.80239(N)    099 56 37.72768(W)     ADJUSTED  
 AO0433* NAVD 88     -       187.501  (meters)     615.16   (feet)  ADJUSTED  
 AO0433  ___________________________________________________________________
 AO0433  X           -    -967,590.325 (meters)                     COMP
 AO0433  Y           -  -5,519,120.923 (meters)                     COMP
 AO0433  Z           -   3,037,044.173 (meters)                     COMP
 AO0433  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AO0433  ELLIP HEIGHT-         164.12  (meters)          (10/24/00) GPS OBS
 AO0433  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 AO0433  DYNAMIC HT  -         187.222 (meters)     614.24  (feet)  COMP
 AO0433  MODELED GRAV-     979,153.0   (mgal)                       NAVD 88
 AO0433
 AO0433  HORZ ORDER  -  B
 AO0433  VERT ORDER  -  FIRST     CLASS II
 AO0433  ELLP ORDER  -  FOURTH    CLASS II
 AO0433
 AO0433.The horizontal coordinates were established by GPS observations
 AO0433.and adjusted by the National Geodetic Survey in May 1994..
 AO0433
 AO0433.The orthometric height was determined by differential leveling
 AO0433.and adjusted by the National Geodetic Survey in June 1991..
 AO0433
 AO0433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AO0433
 AO0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0433
 AO0433.The ellipsoidal height was determined by GPS observations
 AO0433.and is referenced to NAD 83.
 AO0433
 AO0433.The geoid height was determined by GEOID03.
 AO0433
 AO0433.The dynamic height is computed by dividing the NAVD 88
 AO0433.geopotential number by the normal gravity value computed on the
 AO0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0433.degrees latitude (g = 980.6199 gals.).
 AO0433
 AO0433.The modeled gravity was interpolated from observed gravity values.
 AO0433
 AO0433;                    North         East     Units Scale Factor Converg.
 AO0433;SPC TXSC     - 4,087,521.316   507,707.734   MT  0.99994056   -0 27 44.6
 AO0433;SPC TXSC     -13,410,476.18  1,665,704.46   sFT  0.99994056   -0 27 44.6
 AO0433;UTM  14      - 3,166,213.221   407,735.891   MT  0.99970505   -0 27 07.6
 AO0433
 AO0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0433!SPC TXSC     -   0.99997422  x   0.99994056  =   0.99991478
 AO0433!UTM  14      -   0.99997422  x   0.99970505  =   0.99967928
 AO0433
 AO0433                          SUPERSEDED SURVEY CONTROL
 AO0433
 AO0433  ELLIP H (05/09/94)  164.23   (m)                       GP(       ) 4 2
 AO0433  NAVD 88 (05/09/94)  187.50   (m)          615.2    (f) LEVELING    3  
 AO0433  NGVD 29 (??/??/??)  187.28   (m)          614.4    (f) RESET       3  
 AO0433
 AO0433.Superseded values are not recommended for survey control.
 AO0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0433.See file dsdata.txt to determine how the superseded data were derived.
 AO0433
 AO0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS0773666213(NAD 83)
 AO0433_MARKER: DB = BENCH MARK DISK
 AO0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0433_SP_SET: SQUARE CONCRETE MONUMENT
 AO0433_STAMPING: K 1086 RESET 1964
 AO0433_MARK LOGO: CGS   
 AO0433_PROJECTION: FLUSH
 AO0433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AO0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0433+STABILITY: SURFACE MOTION
 AO0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0433+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1993
 AO0433
 AO0433  HISTORY     - Date     Condition        Report By
 AO0433  HISTORY     - 1964     MONUMENTED       CGS
 AO0433  HISTORY     - 1982     GOOD             NGS
 AO0433  HISTORY     - 19930222 GOOD             NGS
 AO0433  HISTORY     - 19970621 GOOD             USPSQD
 AO0433
 AO0433                          STATION DESCRIPTION
 AO0433
 AO0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AO0433'8.55 MI NW FROM CARRIZO SPRINGS.
 AO0433'ABOUT 8.55 MILES NORTHWEST ALONG U. S. HIGHWAY 277 FROM THE SAN
 AO0433'ANTONIO, UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, AT THE
 AO0433'JUNCTION OF FARM ROAD 191, 76 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AO0433'HIGHWAY, 1 FOOT EAST OF A METAL WITNESS POST, IN THE RIGHT-OF-WAY
 AO0433'FENCE LINE, AT THE TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 559 +
 AO0433'16.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS
 AO0433'4 INCHES ABOVE THE SURFACE OF THE GROUND.
 AO0433
 AO0433                          STATION RECOVERY (1982)
 AO0433
 AO0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0433'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AO0433'SPRINGS, THENCE 13.9 (8.65 MI) NORTHWEST ALONG U.S. HIGHWAY 277, AT
 AO0433'THE JUNCTION TO FARM ROAD 191, 23.2 METERS (76.0 FT) SOUTHWEST OF
 AO0433'CENTERLINE OF HIGHWAY, 41.7 METERS (137.0 FT) NORTHWEST OF A TELEPHONE
 AO0433'JUNCTION BOX, AND 28.3 METERS (93.0 FT) NORTHWEST OF POWER POLE WITH
 AO0433'WARNING LIGHT AT JUNCTION, NOTE, IN LINE OF RIGHT OF WAY FENCE LINE,
 AO0433'AT THE TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 559+16.
 AO0433'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AO0433'THE MARK IS 0.6 M ABOVE HIGHWAY.
 AO0433
 AO0433                          STATION RECOVERY (1993)
 AO0433
 AO0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AO0433'STATION IS LOCATED ABOUT 14 KM (8.70 MI) NORTHWEST OF CARRIZO SPRINGS,
 AO0433'14 KM (8.70 MI) SOUTHWEST OF CRYSTAL CITY, AT THE JUNCTION OF U.S.
 AO0433'HIGHWAY 277 AND FARM ROAD 191, OUTSIDE THE RIGHT-OF-WAY FENCE ON THE
 AO0433'SOUTHWEST SIDE OF THE JUNCTION.  OWNERSHIP--UNKNOWN.
 AO0433'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 83, 277 AND STATE HIGHWAY
 AO0433'85 IN CARRIZO SPRINGS, GO NORTHWEST ON HIGHWAY 277 FOR 3.92 KM
 AO0433'(2.45 MI) TO STATE LOOP 517 ON THE RIGHT.  CONTINUE AHEAD FOR 10.13
 AO0433'KM (6.30 MI) TO FARM ROAD 191 ON THE RIGHT AND STATION ON THE LEFT.
 AO0433'STATION MARK IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 AO0433'PROJECTING 5 CM ABOVE GROUND.  IT IS 22.7 M (74.5 FT) SOUTHWEST OF
 AO0433'AND SLIGHTLY HIGHER THAN THE HIGHWAY MEDIAN CURB, 0.2 M (0.7 FT)
 AO0433'SOUTHWEST OF AND PARTIALLY UNDER THE RIGHT-OF-WAY FENCE, 0.6 M
 AO0433'(2.0 FT) EAST OF A METAL WITNESS POST, 2.6 M (8.5 FT) EAST OF THE
 AO0433'EAST ONE OF TWO BRACED FENCE POSTS, 6.9 M (22.6 FT) WEST OF A TALL
 AO0433'CABLE POST 234 AND 28.4 M (93.2 FT) WEST OF A UTILITY GUY POLE.
 AO0433
 AO0433                          STATION RECOVERY (1997)
 AO0433
 AO0433'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0058 ***********************************************************************
 AP0058  DESIGNATION -  K 1087
 AP0058  PID         -  AP0058
 AP0058  STATE/COUNTY-  TX/MAVERICK
 AP0058  USGS QUAD   -  EAGLE PASS NE (1982)
 AP0058
 AP0058                         *CURRENT SURVEY CONTROL
 AP0058  ___________________________________________________________________
 AP0058* NAD 83(1986)-  28 41 02.     (N)    100 20 53.     (W)     SCALED    
 AP0058* NAVD 88     -       255.917  (meters)     839.62   (feet)  ADJUSTED  
 AP0058  ___________________________________________________________________
 AP0058  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AP0058  DYNAMIC HT  -         255.534 (meters)     838.36  (feet)  COMP
 AP0058  MODELED GRAV-     979,143.2   (mgal)                       NAVD 88
 AP0058
 AP0058  VERT ORDER  -  FIRST     CLASS II
 AP0058
 AP0058.The horizontal coordinates were scaled from a topographic map and have
 AP0058.an estimated accuracy of +/- 6 seconds.
 AP0058
 AP0058.The orthometric height was determined by differential leveling
 AP0058.and adjusted by the National Geodetic Survey in June 1991..
 AP0058
 AP0058.The geoid height was determined by GEOID03.
 AP0058
 AP0058.The dynamic height is computed by dividing the NAVD 88
 AP0058.geopotential number by the normal gravity value computed on the
 AP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0058.degrees latitude (g = 980.6199 gals.).
 AP0058
 AP0058.The modeled gravity was interpolated from observed gravity values.
 AP0058
 AP0058;                    North         East    Units  Estimated Accuracy
 AP0058;SPC TXSC     - 4,095,030.      468,260.      MT  (+/- 180 meters Scaled)
 AP0058
 AP0058                          SUPERSEDED SURVEY CONTROL
 AP0058
 AP0058  NGVD 29 (??/??/92)  255.794  (m)          839.22   (f) ADJ UNCH    1 2
 AP0058
 AP0058.Superseded values are not recommended for survey control.
 AP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0058.See file dsdata.txt to determine how the superseded data were derived.
 AP0058
 AP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS682737(NAD 83)
 AP0058_MARKER: DB = BENCH MARK DISK
 AP0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AP0058_SP_SET: CONCRETE FOUNDATION
 AP0058_STAMPING: K 1087 1957
 AP0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0058
 AP0058  HISTORY     - Date     Condition        Report By
 AP0058  HISTORY     - 1957     MONUMENTED       CGS
 AP0058  HISTORY     - 1961     GOOD             NGS
 AP0058  HISTORY     - 1982     MARK NOT FOUND   NGS
 AP0058
 AP0058                          STATION DESCRIPTION
 AP0058
 AP0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0058'9.15 MI E FROM EAGLE PASS.
 AP0058'9.15 MILES EAST ALONG U.S. HIGHWAY 277 FROM THE TEXAS AND NEW ORLEANS
 AP0058'RAILROAD STATION AT EAGLE PASS, 156 FEET EAST OF THE CENTER LINE OF AN
 AP0058'OILED ROAD LEADING NORTH TO THE BARNARD RANCH AIR FIELD, 119 FEET
 AP0058'NORTH OF THE CENTER LINE OF THE HIGHWAY, 66.5 FEET NORTH OF A FENCE,
 AP0058'66 FEET NORTH OF A WITNESS POST, AT THE SOUTHWEST CORNER OF AN
 AP0058'ABANDONED 32X32 FOOT SQUARE CONCRETE FOUNDATION, 1.7 FEET NORTH OF THE
 AP0058'SOUTHWEST CORNER OF THE FOUNDATION, 0.8 FOOT ABOVE THE GROUND, SET IN
 AP0058'THE TOP OF A CONCRETE FOUNDATION.  NOTE-- BM IS 120 FEET NORTH OF THE
 AP0058'CENTERLINE OF THE HIGHWAY AND IS 0.5 FOOT LOWER IN ELEV. 157 FEET EAST
 AP0058'OF THE CENTERLINE OF ROAD AND IS 0.6 FOOT HIGHER IN ELEV.
 AP0058
 AP0058                          STATION RECOVERY (1961)
 AP0058
 AP0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AP0058'RECOVERED IN GOOD CONDITION.
 AP0058
 AP0058                          STATION RECOVERY (1982)
 AP0058
 AP0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AP0058'NOT RECOVERED, INACCESSIBLE, PERMISSION WAS ASKED FOR, BUT NOT
 AP0058'GRANTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0377 ***********************************************************************
 AO0377  DESIGNATION -  K 1088
 AO0377  PID         -  AO0377
 AO0377  STATE/COUNTY-  TX/DIMMIT
 AO0377  USGS QUAD   -  DABNEY TANK (1982)
 AO0377
 AO0377                         *CURRENT SURVEY CONTROL
 AO0377  ___________________________________________________________________
 AO0377* NAD 83(1986)-  28 21 28.     (N)    099 37 46.     (W)     SCALED    
 AO0377* NAVD 88     -       156.493  (meters)     513.43   (feet)  POSTED    
 AO0377  ___________________________________________________________________
 AO0377  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AO0377  DYNAMIC HT  -         156.250 (meters)     512.63  (feet)  COMP
 AO0377  MODELED GRAV-     979,123.9   (mgal)                       NAVD 88
 AO0377
 AO0377  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 AO0377
 AO0377.The horizontal coordinates were scaled from a topographic map and have
 AO0377.an estimated accuracy of +/- 6 seconds.
 AO0377
 AO0377.The orthometric height was determined by differential leveling
 AO0377.and adjusted by the National Geodetic Survey in 1992..
 AO0377.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 AO0377.rate greater than 8.0 mm/km.
 AO0377
 AO0377.The geoid height was determined by GEOID03.
 AO0377
 AO0377.The dynamic height is computed by dividing the NAVD 88
 AO0377.geopotential number by the normal gravity value computed on the
 AO0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0377.degrees latitude (g = 980.6199 gals.).
 AO0377
 AO0377.The modeled gravity was interpolated from observed gravity values.
 AO0377
 AO0377;                    North         East    Units  Estimated Accuracy
 AO0377;SPC TXSC     - 4,058,290.      538,290.      MT  (+/- 180 meters Scaled)
 AO0377
 AO0377                          SUPERSEDED SURVEY CONTROL
 AO0377
 AO0377  NGVD 29 (??/??/92)  156.41   (m)          513.2    (f) COMPUTED    1 2
 AO0377
 AO0377.Superseded values are not recommended for survey control.
 AO0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0377.See file dsdata.txt to determine how the superseded data were derived.
 AO0377
 AO0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS383369(NAD 83)
 AO0377_MARKER: DB = BENCH MARK DISK
 AO0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0377_STAMPING: K 1088 1957
 AO0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0377+STABILITY: SURFACE MOTION
 AO0377
 AO0377  HISTORY     - Date     Condition        Report By
 AO0377  HISTORY     - 1957     MONUMENTED       CGS
 AO0377  HISTORY     - 1976     MARK NOT FOUND   USGS
 AO0377  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0377
 AO0377                          STATION DESCRIPTION
 AO0377
 AO0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0377'1.35 MI NW FROM CATARINA.
 AO0377'1.35 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0377'CATARINA, 160 YARDS SOUTHEAST OF THE SOUTHEAST END OF A NARROW
 AO0377'CONCRETE HIGHWAY BRIDGE, 60 FEET NORTHEAST OF THE CENTER LINE OF THE
 AO0377'HIGHWAY, 2 FEET NORTHWEST OF A WITNESS POST, 1.7 FEET SOUTHWEST OF A
 AO0377'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AO0377'THE GROUND.
 AO0377
 AO0377                          STATION RECOVERY (1976)
 AO0377
 AO0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AO0377'MARK NOT FOUND.
 AO0377
 AO0377                          STATION RECOVERY (1982)
 AO0377
 AO0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0377'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0341 ***********************************************************************
 AO0341  DESIGNATION -  K 1089
 AO0341  PID         -  AO0341
 AO0341  STATE/COUNTY-  TX/WEBB
 AO0341  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0341
 AO0341                         *CURRENT SURVEY CONTROL
 AO0341  ___________________________________________________________________
 AO0341* NAD 83(1986)-  28 04 45.     (N)    099 33 57.     (W)     SCALED    
 AO0341* NAVD 88     -       252.548  (meters)     828.57   (feet)  POSTED    
 AO0341  ___________________________________________________________________
 AO0341  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0341  DYNAMIC HT  -         252.160 (meters)     827.29  (feet)  COMP
 AO0341  MODELED GRAV-     979,098.0   (mgal)                       NAVD 88
 AO0341
 AO0341  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AO0341
 AO0341.The horizontal coordinates were scaled from a topographic map and have
 AO0341.an estimated accuracy of +/- 6 seconds.
 AO0341
 AO0341.The orthometric height was determined by differential leveling
 AO0341.and adjusted by the National Geodetic Survey in 1992..
 AO0341.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AO0341.rate of 4.1 thru 8.0 mm/km.
 AO0341
 AO0341.The geoid height was determined by GEOID03.
 AO0341
 AO0341.The dynamic height is computed by dividing the NAVD 88
 AO0341.geopotential number by the normal gravity value computed on the
 AO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0341.degrees latitude (g = 980.6199 gals.).
 AO0341
 AO0341.The modeled gravity was interpolated from observed gravity values.
 AO0341
 AO0341;                    North         East    Units  Estimated Accuracy
 AO0341;SPC TX S     - 5,267,740.      195,230.      MT  (+/- 180 meters Scaled)
 AO0341
 AO0341                          SUPERSEDED SURVEY CONTROL
 AO0341
 AO0341  NGVD 29 (??/??/92)  252.556  (m)          828.59   (f) ADJ UNCH    1 2
 AO0341
 AO0341.Superseded values are not recommended for survey control.
 AO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0341.See file dsdata.txt to determine how the superseded data were derived.
 AO0341
 AO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS444061(NAD 83)
 AO0341_MARKER: DB = BENCH MARK DISK
 AO0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0341_STAMPING: K 1089 1957
 AO0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0341+STABILITY: SURFACE MOTION
 AO0341
 AO0341  HISTORY     - Date     Condition        Report By
 AO0341  HISTORY     - 1957     MONUMENTED       CGS
 AO0341  HISTORY     - 1982     MARK NOT FOUND   NGS
 AO0341  HISTORY     - 20020326 MARK NOT FOUND   USPSQD
 AO0341
 AO0341                          STATION DESCRIPTION
 AO0341
 AO0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0341'19.75 MI SE FROM CATARINA.
 AO0341'19.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0341'CATARINA, 102 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 53
 AO0341'FEET SOUTHWEST OF A FENCE, 50 FEET NORTHWEST OF THE CENTER LINE OF A
 AO0341'DIM TRACK ROAD, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF
 AO0341'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0341
 AO0341                          STATION RECOVERY (1982)
 AO0341
 AO0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0341'MARK NOT RECOVERED, PROBABLY GRADED OUT.
 AO0341
 AO0341                          STATION RECOVERY (2002)
 AO0341
 AO0341'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0097 ***********************************************************************
 CB0097  DESIGNATION -  K 109
 CB0097  PID         -  CB0097
 CB0097  STATE/COUNTY-  TX/CONCHO
 CB0097  USGS QUAD   -  BURR OAK CREEK (1979)
 CB0097
 CB0097                         *CURRENT SURVEY CONTROL
 CB0097  ___________________________________________________________________
 CB0097* NAD 83(1986)-  31 14 43.     (N)    100 00 36.     (W)     SCALED    
 CB0097* NAVD 88     -       605.650  (meters)    1987.04   (feet)  POSTED    
 CB0097  ___________________________________________________________________
 CB0097  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CB0097  DYNAMIC HT  -         604.810 (meters)    1984.28  (feet)  COMP
 CB0097  MODELED GRAV-     979,240.0   (mgal)                       NAVD 88
 CB0097
 CB0097  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CB0097
 CB0097.The horizontal coordinates were scaled from a topographic map and have
 CB0097.an estimated accuracy of +/- 6 seconds.
 CB0097
 CB0097.The orthometric height was determined by differential leveling
 CB0097.and adjusted by the National Geodetic Survey in 1992..
 CB0097.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CB0097.rate of 0.0 thru 1.0 mm/km.
 CB0097
 CB0097.The geoid height was determined by GEOID03.
 CB0097
 CB0097.The dynamic height is computed by dividing the NAVD 88
 CB0097.geopotential number by the normal gravity value computed on the
 CB0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0097.degrees latitude (g = 980.6199 gals.).
 CB0097
 CB0097.The modeled gravity was interpolated from observed gravity values.
 CB0097
 CB0097;                    North         East    Units  Estimated Accuracy
 CB0097;SPC TX C     - 3,175,040.      730,800.      MT  (+/- 180 meters Scaled)
 CB0097
 CB0097                          SUPERSEDED SURVEY CONTROL
 CB0097
 CB0097  NGVD 29 (??/??/92)  605.514  (m)         1986.59   (f) ADJ UNCH    1 2
 CB0097
 CB0097.Superseded values are not recommended for survey control.
 CB0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0097.See file dsdata.txt to determine how the superseded data were derived.
 CB0097
 CB0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV038572(NAD 83)
 CB0097_MARKER: DB = BENCH MARK DISK
 CB0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0097_SP_SET: CULVERT
 CB0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0097
 CB0097  HISTORY     - Date     Condition        Report By
 CB0097  HISTORY     - UNK      MONUMENTED       CGS
 CB0097  HISTORY     - 1933     GOOD             NGS
 CB0097  HISTORY     - 1935     GOOD             NGS
 CB0097  HISTORY     - 1981     MARK NOT FOUND   NGS
 CB0097  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CB0097
 CB0097                          STATION DESCRIPTION
 CB0097
 CB0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0097'10.5 MI NW FROM EDEN.
 CB0097'10.5 MILES NORTHWEST OF, NEAR STATION 500-00, IN NORTH WALL OF HEAVY
 CB0097'CONCRETE CULVERT.
 CB0097
 CB0097                          STATION RECOVERY (1935)
 CB0097
 CB0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0097'RECOVERED IN GOOD CONDITION.
 CB0097
 CB0097                          STATION RECOVERY (1981)
 CB0097
 CB0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CB0097'MARK NOT FOUND.
 CB0097
 CB0097                          STATION RECOVERY (1999)
 CB0097
 CB0097'RECOVERY NOTE BY US POWER SQUADRON 1999
 CB0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1284 ***********************************************************************
 AY1284  DESIGNATION -  K 1090
 AY1284  PID         -  AY1284
 AY1284  STATE/COUNTY-  TX/UVALDE
 AY1284  USGS QUAD   -  HACIENDA (1960)
 AY1284
 AY1284                         *CURRENT SURVEY CONTROL
 AY1284  ___________________________________________________________________
 AY1284* NAD 83(1986)-  29 14 16.     (N)    099 59 17.     (W)     SCALED    
 AY1284* NAVD 88     -       311.141  (meters)    1020.80   (feet)  ADJUSTED  
 AY1284  ___________________________________________________________________
 AY1284  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AY1284  DYNAMIC HT  -         310.687 (meters)    1019.31  (feet)  COMP
 AY1284  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 AY1284
 AY1284  VERT ORDER  -  FIRST     CLASS II
 AY1284
 AY1284.The horizontal coordinates were scaled from a topographic map and have
 AY1284.an estimated accuracy of +/- 6 seconds.
 AY1284
 AY1284.The orthometric height was determined by differential leveling
 AY1284.and adjusted by the National Geodetic Survey in June 1991..
 AY1284
 AY1284.The geoid height was determined by GEOID03.
 AY1284
 AY1284.The dynamic height is computed by dividing the NAVD 88
 AY1284.geopotential number by the normal gravity value computed on the
 AY1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1284.degrees latitude (g = 980.6199 gals.).
 AY1284
 AY1284.The modeled gravity was interpolated from observed gravity values.
 AY1284
 AY1284;                    North         East    Units  Estimated Accuracy
 AY1284;SPC TXSC     - 4,156,060.      503,960.      MT  (+/- 180 meters Scaled)
 AY1284
 AY1284                          SUPERSEDED SURVEY CONTROL
 AY1284
 AY1284  NGVD 29 (??/??/92)  311.023  (m)         1020.41   (f) ADJ UNCH    1 2
 AY1284
 AY1284.Superseded values are not recommended for survey control.
 AY1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1284.See file dsdata.txt to determine how the superseded data were derived.
 AY1284
 AY1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT039347(NAD 83)
 AY1284_MARKER: DB = BENCH MARK DISK
 AY1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1284_STAMPING: K 1090 1957
 AY1284_MARK LOGO: CGS   
 AY1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1284+STABILITY: SURFACE MOTION
 AY1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1284+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AY1284
 AY1284  HISTORY     - Date     Condition        Report By
 AY1284  HISTORY     - 1957     MONUMENTED       CGS
 AY1284  HISTORY     - 1982     GOOD             NGS
 AY1284  HISTORY     - 20031030 GOOD             USPSQD
 AY1284
 AY1284                          STATION DESCRIPTION
 AY1284
 AY1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1284'6.55 MI E FROM CLINE.
 AY1284'6.55 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1284'STATION AT CLINE, AT THE EAST END OF A CURVE IN THE RAILROAD, 51.6
 AY1284'FEET SOUTH OF THE SOUTH RAIL, 17.5 FEET SOUTH OF THE 7TH POLE EAST OF
 AY1284'MILEPOST 313, 2.3 FEET SOUTH OF A FENCE, 2.5 FEET EAST OF A WITNESS
 AY1284'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AY1284'THE GROUND.
 AY1284
 AY1284                          STATION RECOVERY (1982)
 AY1284
 AY1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1284'MARK RECOVERED THIS DATE, NOTE, RAILROAD STATION AT CLINE HAS BEEN
 AY1284'REMOVED, 19.1 KM (11.85 MI) WEST NORTHWEST ALONG THE SOUTHERN PACIFIC
 AY1284'RAILROAD SERVICE ROAD FROM THE STATION AT UVALDE.
 AY1284'THE MARK IS 0.91 METERS  S FROM A WITNESS POST.
 AY1284
 AY1284                          STATION RECOVERY (2003)
 AY1284
 AY1284'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1317 ***********************************************************************
 AY1317  DESIGNATION -  K 1091
 AY1317  PID         -  AY1317
 AY1317  STATE/COUNTY-  TX/UVALDE
 AY1317  USGS QUAD   -  KNIPPA (1971)
 AY1317
 AY1317                         *CURRENT SURVEY CONTROL
 AY1317  ___________________________________________________________________
 AY1317* NAD 83(1986)-  29 15 21.     (N)    099 43 54.     (W)     SCALED    
 AY1317* NAVD 88     -       304.270  (meters)     998.26   (feet)  ADJUSTED  
 AY1317  ___________________________________________________________________
 AY1317  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 AY1317  DYNAMIC HT  -         303.828 (meters)     996.81  (feet)  COMP
 AY1317  MODELED GRAV-     979,183.9   (mgal)                       NAVD 88
 AY1317
 AY1317  VERT ORDER  -  FIRST     CLASS II
 AY1317
 AY1317.The horizontal coordinates were scaled from a topographic map and have
 AY1317.an estimated accuracy of +/- 6 seconds.
 AY1317
 AY1317.The orthometric height was determined by differential leveling
 AY1317.and adjusted by the National Geodetic Survey in June 1991..
 AY1317
 AY1317.The geoid height was determined by GEOID03.
 AY1317
 AY1317.The dynamic height is computed by dividing the NAVD 88
 AY1317.geopotential number by the normal gravity value computed on the
 AY1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1317.degrees latitude (g = 980.6199 gals.).
 AY1317
 AY1317.The modeled gravity was interpolated from observed gravity values.
 AY1317
 AY1317;                    North         East    Units  Estimated Accuracy
 AY1317;SPC TXSC     - 4,157,870.      528,890.      MT  (+/- 180 meters Scaled)
 AY1317
 AY1317                          SUPERSEDED SURVEY CONTROL
 AY1317
 AY1317  NGVD 29 (??/??/92)  304.135  (m)          997.82   (f) ADJ UNCH    1 2
 AY1317
 AY1317.Superseded values are not recommended for survey control.
 AY1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1317.See file dsdata.txt to determine how the superseded data were derived.
 AY1317
 AY1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT289365(NAD 83)
 AY1317_MARKER: DB = BENCH MARK DISK
 AY1317_SETTING: 66 = SET IN ROCK OUTCROP
 AY1317_SP_SET: ROCK OUTCROP
 AY1317_STAMPING: K 1091 1957
 AY1317_MARK LOGO: CGS   
 AY1317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1317+STABILITY: POSITION/ELEVATION WELL
 AY1317
 AY1317  HISTORY     - Date     Condition        Report By
 AY1317  HISTORY     - 1957     MONUMENTED       CGS
 AY1317  HISTORY     - 1982     GOOD             NGS
 AY1317  HISTORY     - 19880709 MARK NOT FOUND   USPSQD
 AY1317  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 AY1317
 AY1317                          STATION DESCRIPTION
 AY1317
 AY1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1317'4.25 MI NE FROM UVALDE.
 AY1317'4.25 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1317'STATION AT UVALDE, 6 1/2 POLES NORTHEAST OF MILEPOST 297, 105 YARDS
 AY1317'WEST OF THE TOP OF A SMALL ROCKY HILL, 153 FEET SOUTHEAST OF THE
 AY1317'SOUTHEAST RAIL, 83 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED
 AY1317'ROAD, 62 FEET SOUTHEAST OF A FENCE, 3 FEET ABOVE THE TOP OF THE RAILS,
 AY1317'1.0 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE WEST PART OF A 3X3
 AY1317'FOOT ROCK OUTCROP.
 AY1317
 AY1317                          STATION RECOVERY (1982)
 AY1317
 AY1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1317'MARK RECOVERED THIS DATE, NOTE, 6.9 KM (4.25 MI) NORTHEAST ALONG STATE
 AY1317'ROUTE 2369 FROM THE JUNCTION OF SPUR 144 AND THE SOUTHERN PACIFIC
 AY1317'RAILROAD STATION IN UVALDE, NEAR THE JUNCTION OF U.S. HIGHWAY 90,
 AY1317'18.3 METERS (60.0 FT) SOUTHEAST OF CENTERLINE OF STATE ROUTE 2369,
 AY1317'24.4 METERS (80.0 FT) SOUTHWEST OF U.S. HIGHWAY 90 JUNCTION SIGN,
 AY1317'6.7 METERS (22.0 FT) SOUTHEAST OF A FENCE, AND 36.6 METERS (120.0 FT)
 AY1317'SOUTHWEST OF THE CREST OF A ROCKY HILL.
 AY1317'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 AY1317
 AY1317                          STATION RECOVERY (1988)
 AY1317
 AY1317'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1317'MARK NOT FOUND.
 AY1317
 AY1317                          STATION RECOVERY (2003)
 AY1317
 AY1317'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1220 ***********************************************************************
 AY1220  DESIGNATION -  K 1092
 AY1220  PID         -  AY1220
 AY1220  STATE/COUNTY-  TX/UVALDE
 AY1220  USGS QUAD   -  SABINAL (1970)
 AY1220
 AY1220                         *CURRENT SURVEY CONTROL
 AY1220  ___________________________________________________________________
 AY1220* NAD 83(1986)-  29 19 39.     (N)    099 25 22.     (W)     SCALED    
 AY1220* NAVD 88     -       285.362  (meters)     936.23   (feet)  ADJUSTED  
 AY1220  ___________________________________________________________________
 AY1220  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AY1220  DYNAMIC HT  -         284.947 (meters)     934.86  (feet)  COMP
 AY1220  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AY1220
 AY1220  VERT ORDER  -  FIRST     CLASS II
 AY1220
 AY1220.The horizontal coordinates were scaled from a topographic map and have
 AY1220.an estimated accuracy of +/- 6 seconds.
 AY1220
 AY1220.The orthometric height was determined by differential leveling
 AY1220.and adjusted by the National Geodetic Survey in June 1991..
 AY1220
 AY1220.The geoid height was determined by GEOID03.
 AY1220
 AY1220.The dynamic height is computed by dividing the NAVD 88
 AY1220.geopotential number by the normal gravity value computed on the
 AY1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1220.degrees latitude (g = 980.6199 gals.).
 AY1220
 AY1220.The modeled gravity was interpolated from observed gravity values.
 AY1220
 AY1220;                    North         East    Units  Estimated Accuracy
 AY1220;SPC TXSC     - 4,165,670.      558,940.      MT  (+/- 180 meters Scaled)
 AY1220
 AY1220                          SUPERSEDED SURVEY CONTROL
 AY1220
 AY1220  NGVD 29 (??/??/92)  285.204  (m)          935.71   (f) ADJ UNCH    1 2
 AY1220
 AY1220.Superseded values are not recommended for survey control.
 AY1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1220.See file dsdata.txt to determine how the superseded data were derived.
 AY1220
 AY1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT589443(NAD 83)
 AY1220_MARKER: DB = BENCH MARK DISK
 AY1220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1220_SP_SET: CULVERT
 AY1220_STAMPING: K 1092 1957
 AY1220_MARK LOGO: CGS   
 AY1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1220
 AY1220  HISTORY     - Date     Condition        Report By
 AY1220  HISTORY     - 1957     MONUMENTED       CGS
 AY1220  HISTORY     - 1982     GOOD             NGS
 AY1220  HISTORY     - 20011113 GOOD             USPSQD
 AY1220
 AY1220                          STATION DESCRIPTION
 AY1220
 AY1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1220'2.65 MI E FROM SABINAL.
 AY1220'2.65 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1220'STATION AT SABINAL, 62 FEET NORTHWEST OF THE NORTHWEST SIDE OF TRESTLE
 AY1220'276.7, 64 FEET NORTHWEST OF THE NORTHWEST RAIL, 13 FEET SOUTHEAST OF
 AY1220'THE CENTER LINE OF AN OILED ROAD, 4 FEET BELOW THE TOP OF THE RAILS,
 AY1220'SET IN THE TOP OF THE CENTER OF THE SOUTHEAST HEADWALL OF A CONCRETE
 AY1220'CULVERT UNDER THE OILED ROAD.
 AY1220
 AY1220                          STATION RECOVERY (1982)
 AY1220
 AY1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1220'MARK RECOVERED THIS DATE, 4.7 KM (2.9 MI) EAST NORTHEAST ALONG A
 AY1220'GRAVEL ROAD AND RAILROAD SERVICE ROAD FROM THE SOUTHERN PACIFIC
 AY1220'RAILROAD CROSSING OF RANCH ROAD 187 IN SABINAL, SERVICE ROAD PARALLELS
 AY1220'TRACKS ON SOUTH SIDE.
 AY1220
 AY1220                          STATION RECOVERY (2001)
 AY1220
 AY1220'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0108 ***********************************************************************
 AP0108  DESIGNATION -  K 1093
 AP0108  PID         -  AP0108
 AP0108  STATE/COUNTY-  TX/MAVERICK
 AP0108  USGS QUAD   -  PALOMA (1974)
 AP0108
 AP0108                         *CURRENT SURVEY CONTROL
 AP0108  ___________________________________________________________________
 AP0108* NAD 83(1986)-  28 55 15.     (N)    100 24 29.     (W)     SCALED    
 AP0108* NAVD 88     -       258.012  (meters)     846.49   (feet)  ADJUSTED  
 AP0108  ___________________________________________________________________
 AP0108  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AP0108  DYNAMIC HT  -         257.631 (meters)     845.24  (feet)  COMP
 AP0108  MODELED GRAV-     979,164.4   (mgal)                       NAVD 88
 AP0108
 AP0108  VERT ORDER  -  FIRST     CLASS II
 AP0108
 AP0108.The horizontal coordinates were scaled from a topographic map and have
 AP0108.an estimated accuracy of +/- 6 seconds.
 AP0108
 AP0108.The orthometric height was determined by differential leveling
 AP0108.and adjusted by the National Geodetic Survey in June 1991..
 AP0108
 AP0108.The geoid height was determined by GEOID03.
 AP0108
 AP0108.The dynamic height is computed by dividing the NAVD 88
 AP0108.geopotential number by the normal gravity value computed on the
 AP0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0108.degrees latitude (g = 980.6199 gals.).
 AP0108
 AP0108.The modeled gravity was interpolated from observed gravity values.
 AP0108
 AP0108;                    North         East    Units  Estimated Accuracy
 AP0108;SPC TXSC     - 4,121,350.      462,720.      MT  (+/- 180 meters Scaled)
 AP0108
 AP0108                          SUPERSEDED SURVEY CONTROL
 AP0108
 AP0108  NGVD 29 (??/??/92)  257.870  (m)          846.03   (f) ADJ UNCH    1 2
 AP0108
 AP0108.Superseded values are not recommended for survey control.
 AP0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0108.See file dsdata.txt to determine how the superseded data were derived.
 AP0108
 AP0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT627000(NAD 83)
 AP0108_MARKER: DB = BENCH MARK DISK
 AP0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0108_STAMPING: K 1093 1957
 AP0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0108+STABILITY: SURFACE MOTION
 AP0108
 AP0108  HISTORY     - Date     Condition        Report By
 AP0108  HISTORY     - 1957     MONUMENTED       CGS
 AP0108
 AP0108                          STATION DESCRIPTION
 AP0108
 AP0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0108'16.15 MI N FROM EAGLE PASS.
 AP0108'16.15 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0108'STATION AT EAGLE PASS, 4 RAILS SOUTH OF THE SOUTH END OF TRESTLE
 AP0108'17.03, 84 FEET WEST OF THE 2ND POLE SOUTH OF MILEPOST 17, 50 FEET WEST
 AP0108'OF THE WEST RAIL, 11 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 2
 AP0108'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AP0108'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0892 ***********************************************************************
 AY0892  DESIGNATION -  K 1094
 AY0892  PID         -  AY0892
 AY0892  STATE/COUNTY-  TX/BEXAR
 AY0892  USGS QUAD   -  LA COSTE (1982)
 AY0892
 AY0892                         *CURRENT SURVEY CONTROL
 AY0892  ___________________________________________________________________
 AY0892* NAD 83(1986)-  29 19 24.     (N)    098 45 42.     (W)     SCALED    
 AY0892* NAVD 88     -       205.525  (meters)     674.29   (feet)  ADJUSTED  
 AY0892  ___________________________________________________________________
 AY0892  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AY0892  DYNAMIC HT  -         205.229 (meters)     673.32  (feet)  COMP
 AY0892  MODELED GRAV-     979,195.7   (mgal)                       NAVD 88
 AY0892
 AY0892  VERT ORDER  -  FIRST     CLASS II
 AY0892
 AY0892.The horizontal coordinates were scaled from a topographic map and have
 AY0892.an estimated accuracy of +/- 6 seconds.
 AY0892
 AY0892.The orthometric height was determined by differential leveling
 AY0892.and adjusted by the National Geodetic Survey in June 1991..
 AY0892
 AY0892.The geoid height was determined by GEOID03.
 AY0892
 AY0892.The dynamic height is computed by dividing the NAVD 88
 AY0892.geopotential number by the normal gravity value computed on the
 AY0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0892.degrees latitude (g = 980.6199 gals.).
 AY0892
 AY0892.The modeled gravity was interpolated from observed gravity values.
 AY0892
 AY0892;                    North         East    Units  Estimated Accuracy
 AY0892;SPC TXSC     - 4,165,160.      623,150.      MT  (+/- 180 meters Scaled)
 AY0892
 AY0892                          SUPERSEDED SURVEY CONTROL
 AY0892
 AY0892  NGVD 29 (??/??/92)  205.395  (m)          673.87   (f) ADJ UNCH    1 2
 AY0892
 AY0892.Superseded values are not recommended for survey control.
 AY0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0892.See file dsdata.txt to determine how the superseded data were derived.
 AY0892
 AY0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT231438(NAD 83)
 AY0892_MARKER: DB = BENCH MARK DISK
 AY0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0892_STAMPING: K 1094 1957
 AY0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0892+STABILITY: SURFACE MOTION
 AY0892
 AY0892  HISTORY     - Date     Condition        Report By
 AY0892  HISTORY     - 1957     MONUMENTED       CGS
 AY0892  HISTORY     - 1989     GOOD             USPSQD
 AY0892  HISTORY     - 19991001 GOOD             USPSQD
 AY0892  HISTORY     - 20020218 GOOD             USPSQD
 AY0892
 AY0892                          STATION DESCRIPTION
 AY0892
 AY0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0892'4.1 MI W FROM MACDONA.
 AY0892'4.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0892'STATION SIGN AT MACDONA, 8 POLES EAST OF MILEPOST 231, 3 POLES WEST OF
 AY0892'A ROAD CROSSING, 4 POLES EAST OF ANOTHER ROAD CROSSING, 44 FEET NORTH
 AY0892'OF THE NORTH RAIL, 19.3 FEET NORTH OF A TELEPHONE POLE, 24.4 FEET EAST
 AY0892'OF ANOTHER TELEPHONE POLE, 1.5 FEET SOUTH OF A FENCE, 2.5 FEET WEST OF
 AY0892'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AY0892'FOOT ABOVE THE GROUND.
 AY0892
 AY0892                          STATION RECOVERY (1989)
 AY0892
 AY0892'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY0892'RECOVERED IN GOOD CONDITION.
 AY0892
 AY0892                          STATION RECOVERY (1999)
 AY0892
 AY0892'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0892'RECOVERED IN GOOD CONDITION.
 AY0892
 AY0892                          STATION RECOVERY (2002)
 AY0892
 AY0892'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0063 ***********************************************************************
 BB0063  DESIGNATION -  K 1095
 BB0063  PID         -  BB0063
 BB0063  STATE/COUNTY-  TX/PRESIDIO
 BB0063  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0063
 BB0063                         *CURRENT SURVEY CONTROL
 BB0063  ___________________________________________________________________
 BB0063* NAD 83(1993)-  29 31 45.19079(N)    104 17 51.35666(W)     ADJUSTED  
 BB0063* NAVD 88     -       777.663  (meters)    2551.38   (feet)  ADJUSTED  
 BB0063  ___________________________________________________________________
 BB0063  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 BB0063  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 BB0063  DYNAMIC HT  -         776.401 (meters)    2547.24  (feet)  COMP
 BB0063  MODELED GRAV-     978,996.3   (mgal)                       NAVD 88
 BB0063
 BB0063  HORZ ORDER  -  SECOND
 BB0063  VERT ORDER  -  SECOND    CLASS 0
 BB0063
 BB0063.The horizontal coordinates were established by classical geodetic methods
 BB0063.and adjusted by the National Geodetic Survey in February 1996..
 BB0063
 BB0063.The orthometric height was determined by differential leveling
 BB0063.and adjusted by the National Geodetic Survey in June 1991..
 BB0063
 BB0063.The Laplace correction was computed from DEFLEC99 derived deflections.
 BB0063
 BB0063.The geoid height was determined by GEOID03.
 BB0063
 BB0063.The dynamic height is computed by dividing the NAVD 88
 BB0063.geopotential number by the normal gravity value computed on the
 BB0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0063.degrees latitude (g = 980.6199 gals.).
 BB0063
 BB0063.The modeled gravity was interpolated from observed gravity values.
 BB0063
 BB0063;                    North         East     Units Scale Factor Converg.
 BB0063;SPC TXSC     - 4,199,576.835    86,701.892   MT  0.99986897   -2 35 43.3
 BB0063;SPC TXSC     -13,778,111.67    284,454.46   sFT  0.99986897   -2 35 43.3
 BB0063;UTM  13      - 3,266,826.569   568,063.295   MT  0.99965716   +0 20 46.3
 BB0063
 BB0063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BB0063!SPC TXSC     -   0.99988147  x   0.99986897  =   0.99975045
 BB0063!UTM  13      -   0.99988147  x   0.99965716  =   0.99953867
 BB0063
 BB0063                          SUPERSEDED SURVEY CONTROL
 BB0063
 BB0063  NAD 83(1986)-  29 31 45.18238(N)    104 17 51.35255(W) AD(       ) 2
 BB0063  NAD 27      -  29 31 44.51443(N)    104 17 49.63259(W) AD(       ) 2
 BB0063  NGVD 29 (??/??/92)  777.274  (m)         2550.11   (f) ADJ UNCH    2 0
 BB0063
 BB0063.Superseded values are not recommended for survey control.
 BB0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0063.See file dsdata.txt to determine how the superseded data were derived.
 BB0063
 BB0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN6806366827(NAD 83)
 BB0063_MARKER: DB = BENCH MARK DISK
 BB0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0063_SP_SET: MONUMENT
 BB0063_STAMPING: K 1095 1973
 BB0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0063
 BB0063  HISTORY     - Date     Condition        Report By
 BB0063  HISTORY     - 1973     MONUMENTED       NGS
 BB0063  HISTORY     - 1973     GOOD             NGS
 BB0063  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0063
 BB0063                          STATION DESCRIPTION
 BB0063
 BB0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (RWS)
 BB0063'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF PRESIDIO AND ON THE
 BB0063'NORTH SIDE OF FARM ROAD 170.
 BB0063'
 BB0063'TO REACH FROM THE POST OFFICE IN PRESIDIO GO SOUTH ON U.S. HIGHWAY 67
 BB0063'FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND GO EAST ON FARM ROAD 170 FOR
 BB0063'3.4 MILES TO FORT LEATON ON THE RIGHT, CONTINUE EAST ALONG FARM
 BB0063'ROAD 170 FOR 2.0 MILES TO THE STATION ON THE LEFT.
 BB0063'
 BB0063'A EDM TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION RP 31-1
 BB0063'(IBWC).  THE MARK IS 19 FEET EAST OF THE CENTER OF FARM ROAD 170,
 BB0063'1.8 FEET SOUTH OF A STEEL REFLECTOR POST, ABOUT LEVEL WITH THE
 BB0063'HIGHWAY, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 BB0063'MONUMENT THAT PROJECTS 3 INCHES. THE DISK IS A STANDARD
 BB0063'NGS BENCH MARK DISK STAMPED K 1095 1973
 BB0063
 BB0063                          STATION RECOVERY (1973)
 BB0063
 BB0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0063'5.0 MI SE FROM PRESIDIO.
 BB0063'FROM THE POST OFFICE IN PRESIDIO GO SOUTH ALONG U.S. HIGHWAY 67 (SR
 BB0063'170) FOR 0.5 MILE, THENCE EAST ALONG FARM ROAD 170 FOR 3.4 MILES TO
 BB0063'FORT LEATON, CONTINUE EAST ALONG FARM ROAD 170 FOR 2.0 MILES TO MARK
 BB0063'ON LEFT, 19 FEET EAST OF THE CENTER OF THE FARM ROAD 170, 1.8 FEET
 BB0063'SOUTH OF A STEEL HIGHWAY REFLECTOR POST, ABOUT LEVEL WITH THE HIGHWAY,
 BB0063'AND IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS 3
 BB0063'INCHES.
 BB0063
 BB0063                          STATION RECOVERY (1996)
 BB0063
 BB0063'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0563 ***********************************************************************
 BP0563  DESIGNATION -  K 1096
 BP0563  PID         -  BP0563
 BP0563  STATE/COUNTY-  TX/JEFF DAVIS
 BP0563  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0563
 BP0563                         *CURRENT SURVEY CONTROL
 BP0563  ___________________________________________________________________
 BP0563* NAD 83(1986)-  30 33 09.     (N)    103 51 58.     (W)     SCALED    
 BP0563* NAVD 88     -      1477.487  (meters)    4847.39   (feet)  ADJUSTED  
 BP0563  ___________________________________________________________________
 BP0563  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 BP0563  DYNAMIC HT  -        1475.077 (meters)    4839.48  (feet)  COMP
 BP0563  MODELED GRAV-     978,957.6   (mgal)                       NAVD 88
 BP0563  OBS GRAVITY -     978,957.8   (mgal)                       GRAV_OBS
 BP0563
 BP0563  VERT ORDER  -  FIRST     CLASS I
 BP0563
 BP0563.The horizontal coordinates were scaled from a topographic map and have
 BP0563.an estimated accuracy of +/- 6 seconds.
 BP0563
 BP0563.The orthometric height was determined by differential leveling
 BP0563.and adjusted by the National Geodetic Survey in June 1991..
 BP0563
 BP0563.The geoid height was determined by GEOID03.
 BP0563
 BP0563.The dynamic height is computed by dividing the NAVD 88
 BP0563.geopotential number by the normal gravity value computed on the
 BP0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0563.degrees latitude (g = 980.6199 gals.).
 BP0563
 BP0563.The modeled gravity was interpolated from observed gravity values.
 BP0563.The observed gravity was obtained from relative gravimeter ties
 BP0563.to the IGSN71 gravity network.
 BP0563
 BP0563;                    North         East    Units  Estimated Accuracy
 BP0563;SPC TX C     - 3,103,580.      361,130.      MT  (+/- 180 meters Scaled)
 BP0563
 BP0563                          SUPERSEDED SURVEY CONTROL
 BP0563
 BP0563  NGVD 29 (??/??/92) 1476.964  (m)         4845.67   (f) ADJ UNCH    1 1
 BP0563
 BP0563.Superseded values are not recommended for survey control.
 BP0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0563.See file dsdata.txt to determine how the superseded data were derived.
 BP0563
 BP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP087805(NAD 83)
 BP0563_MARKER: DB = BENCH MARK DISK
 BP0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0563_SP_SET: CULVERT
 BP0563_STAMPING: K 1096 1977
 BP0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0563
 BP0563  HISTORY     - Date     Condition        Report By
 BP0563  HISTORY     - 1977     MONUMENTED       NGS
 BP0563  HISTORY     - 1988     GOOD             USPSQD
 BP0563  HISTORY     - 1989     GOOD             USPSQD
 BP0563  HISTORY     - 19961007 GOOD             USPSQD
 BP0563  HISTORY     - 20030322 GOOD             USPSQD
 BP0563
 BP0563                          STATION DESCRIPTION
 BP0563
 BP0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0563'3.0 MI SE FROM FORT DAVIS.
 BP0563'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0563'COURTHOUSE AT FORT DAVIS, 0.35 MILES SOUTHEAST OF THE CROSSING
 BP0563'OF CIENEGA CREEK, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 BP0563'CONCRETE HEADWALL OF A FOUR FOOT BOX CULVERT, 22.5 FT.
 BP0563'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27.2 FT. NORTHEAST
 BP0563'OF THE SOUTHWEST RIGHT-OF WAY FENCE.
 BP0563
 BP0563                          STATION RECOVERY (1988)
 BP0563
 BP0563'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0563'RECOVERED IN GOOD CONDITION.
 BP0563
 BP0563                          STATION RECOVERY (1989)
 BP0563
 BP0563'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0563'RECOVERED IN GOOD CONDITION.
 BP0563
 BP0563                          STATION RECOVERY (1996)
 BP0563
 BP0563'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0563'RECOVERED IN GOOD CONDITION.
 BP0563
 BP0563                          STATION RECOVERY (2003)
 BP0563
 BP0563'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0571 ***********************************************************************
 BP0571  DESIGNATION -  K 1097
 BP0571  PID         -  BP0571
 BP0571  STATE/COUNTY-  TX/JEFF DAVIS
 BP0571  USGS QUAD   -  FORT DAVIS (1972)
 BP0571
 BP0571                         *CURRENT SURVEY CONTROL
 BP0571  ___________________________________________________________________
 BP0571* NAD 83(1986)-  30 36 03.     (N)    103 56 04.     (W)     SCALED    
 BP0571* NAVD 88     -      1523.572  (meters)    4998.59   (feet)  ADJUSTED  
 BP0571  ___________________________________________________________________
 BP0571  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BP0571  DYNAMIC HT  -        1521.071 (meters)    4990.38  (feet)  COMP
 BP0571  MODELED GRAV-     978,945.3   (mgal)                       NAVD 88
 BP0571  OBS GRAVITY -     978,943.2   (mgal)                       GRAV_OBS
 BP0571
 BP0571  VERT ORDER  -  FIRST     CLASS I
 BP0571
 BP0571.The horizontal coordinates were scaled from a topographic map and have
 BP0571.an estimated accuracy of +/- 6 seconds.
 BP0571
 BP0571.The orthometric height was determined by differential leveling
 BP0571.and adjusted by the National Geodetic Survey in June 1991..
 BP0571
 BP0571.The geoid height was determined by GEOID03.
 BP0571
 BP0571.The dynamic height is computed by dividing the NAVD 88
 BP0571.geopotential number by the normal gravity value computed on the
 BP0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0571.degrees latitude (g = 980.6199 gals.).
 BP0571
 BP0571.The modeled gravity was interpolated from observed gravity values.
 BP0571.The observed gravity was obtained from relative gravimeter ties
 BP0571.to the IGSN71 gravity network.
 BP0571
 BP0571;                    North         East    Units  Estimated Accuracy
 BP0571;SPC TX C     - 3,109,150.      354,750.      MT  (+/- 180 meters Scaled)
 BP0571
 BP0571                          SUPERSEDED SURVEY CONTROL
 BP0571
 BP0571  NGVD 29 (??/??/92) 1523.011  (m)         4996.75   (f) ADJ UNCH    1 1
 BP0571
 BP0571.Superseded values are not recommended for survey control.
 BP0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0571.See file dsdata.txt to determine how the superseded data were derived.
 BP0571
 BP0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP021858(NAD 83)
 BP0571_MARKER: DB = BENCH MARK DISK
 BP0571_SETTING: 66 = SET IN ROCK OUTCROP
 BP0571_SP_SET: ROCK OUTCROP
 BP0571_STAMPING: K 1097 1977
 BP0571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0571+STABILITY: POSITION/ELEVATION WELL
 BP0571
 BP0571  HISTORY     - Date     Condition        Report By
 BP0571  HISTORY     - 1977     MONUMENTED       NGS
 BP0571  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BP0571  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BP0571  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BP0571  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 BP0571
 BP0571                          STATION DESCRIPTION
 BP0571
 BP0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0571'4.30 MI NW FROM FORT DAVIS.
 BP0571'ABOUT 4.30 MILES NORTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0571'COURTHOUSE AT FORT DAVIS, SET AT THE BASE OF A ROCKY BANK, 75 FT.
 BP0571'SOUTH OF A ROCK SLIDE SIGN, 65 FT. SOUTHWEST AND ACROSS THE HIGHWAY
 BP0571'FROM A STEEL GUARDRAIL, 45 FT. SOUTHWEST OF THE CENTER LINE OF
 BP0571'THE HIGHWAY.
 BP0571
 BP0571                          STATION RECOVERY (1989)
 BP0571
 BP0571'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0571'MARK NOT FOUND.
 BP0571
 BP0571                          STATION RECOVERY (1990)
 BP0571
 BP0571'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BP0571'MARK NOT FOUND.
 BP0571
 BP0571                          STATION RECOVERY (1996)
 BP0571
 BP0571'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0571'MARK NOT FOUND.
 BP0571
 BP0571                          STATION RECOVERY (2003)
 BP0571
 BP0571'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0321 ***********************************************************************
 BQ0321  DESIGNATION -  K 1098
 BQ0321  PID         -  BQ0321
 BQ0321  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0321  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0321
 BQ0321                         *CURRENT SURVEY CONTROL
 BQ0321  ___________________________________________________________________
 BQ0321* NAD 83(1986)-  30 40 38.     (N)    104 01 51.     (W)     SCALED    
 BQ0321* NAVD 88     -      1866.240  (meters)    6122.82   (feet)  ADJUSTED  
 BQ0321  ___________________________________________________________________
 BQ0321  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BQ0321  DYNAMIC HT  -        1863.062 (meters)    6112.40  (feet)  COMP
 BQ0321  MODELED GRAV-     978,870.9   (mgal)                       NAVD 88
 BQ0321  OBS GRAVITY -     978,870.1   (mgal)                       GRAV_OBS
 BQ0321
 BQ0321  VERT ORDER  -  FIRST     CLASS I
 BQ0321
 BQ0321.The horizontal coordinates were scaled from a topographic map and have
 BQ0321.an estimated accuracy of +/- 6 seconds.
 BQ0321
 BQ0321.The orthometric height was determined by differential leveling
 BQ0321.and adjusted by the National Geodetic Survey in June 1991..
 BQ0321
 BQ0321.The geoid height was determined by GEOID03.
 BQ0321
 BQ0321.The dynamic height is computed by dividing the NAVD 88
 BQ0321.geopotential number by the normal gravity value computed on the
 BQ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0321.degrees latitude (g = 980.6199 gals.).
 BQ0321
 BQ0321.The modeled gravity was interpolated from observed gravity values.
 BQ0321.The observed gravity was obtained from relative gravimeter ties
 BQ0321.to the IGSN71 gravity network.
 BQ0321
 BQ0321;                    North         East    Units  Estimated Accuracy
 BQ0321;SPC TX C     - 3,117,910.      345,790.      MT  (+/- 180 meters Scaled)
 BQ0321
 BQ0321                          SUPERSEDED SURVEY CONTROL
 BQ0321
 BQ0321  NGVD 29 (??/??/92) 1865.570  (m)         6120.62   (f) ADJ UNCH    1 1
 BQ0321
 BQ0321.Superseded values are not recommended for survey control.
 BQ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0321.See file dsdata.txt to determine how the superseded data were derived.
 BQ0321
 BQ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP928942(NAD 83)
 BQ0321_MARKER: DB = BENCH MARK DISK
 BQ0321_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0321_SP_SET: ROCK OUTCROP
 BQ0321_STAMPING: K 1098 1977
 BQ0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0321+STABILITY: POSITION/ELEVATION WELL
 BQ0321
 BQ0321  HISTORY     - Date     Condition        Report By
 BQ0321  HISTORY     - 1977     MONUMENTED       NGS
 BQ0321  HISTORY     - 1988     GOOD             USPSQD
 BQ0321  HISTORY     - 1989     GOOD             USPSQD
 BQ0321  HISTORY     - 19961007 MARK NOT FOUND   USPSQD
 BQ0321  HISTORY     - 20030322 GOOD             USPSQD
 BQ0321
 BQ0321                          STATION DESCRIPTION
 BQ0321
 BQ0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0321'14.70 MI NW FROM FORT DAVIS.
 BQ0321'ABOUT 14.70 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0321'COURTHOUSE AT FORT DAVIS, SET AT THE BASE OF A ROCKY LEDGE AND
 BQ0321'FACE OF A SMALL HILL, 9.6 FT. NORTHEAST OF A FENCE,
 BQ0321'27 FT. NORTH OF THE CENTER LINE OF A SMALL BRANCH, 124 FT. NORTH
 BQ0321'OF THE CORNERS OF A T-FENCE, 196 FT. NORTH OF THE CENTER LINE OF
 BQ0321'THE HIGHWAY.
 BQ0321
 BQ0321                          STATION RECOVERY (1988)
 BQ0321
 BQ0321'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BQ0321'RECOVERED IN GOOD CONDITION.
 BQ0321
 BQ0321                          STATION RECOVERY (1989)
 BQ0321
 BQ0321'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0321'RECOVERED IN GOOD CONDITION.
 BQ0321
 BQ0321                          STATION RECOVERY (1996)
 BQ0321
 BQ0321'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0321'MARK NOT FOUND.
 BQ0321
 BQ0321                          STATION RECOVERY (2003)
 BQ0321
 BQ0321'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0141 ***********************************************************************
 AB0141  DESIGNATION -  K 11
 AB0141  PID         -  AB0141
 AB0141  STATE/COUNTY-  TX/CAMERON
 AB0141  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0141
 AB0141                         *CURRENT SURVEY CONTROL
 AB0141  ___________________________________________________________________
 AB0141* NAD 83(1986)-  25 59 18.     (N)    097 29 01.     (W)     SCALED    
 AB0141* NAVD 88     -         6.332  (meters)      20.77   (feet)  POSTED    
 AB0141  ___________________________________________________________________
 AB0141  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 AB0141  DYNAMIC HT  -           6.320 (meters)      20.73  (feet)  COMP
 AB0141  MODELED GRAV-     979,034.1   (mgal)                       NAVD 88
 AB0141
 AB0141  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AB0141
 AB0141.The horizontal coordinates were scaled from a topographic map and have
 AB0141.an estimated accuracy of +/- 6 seconds.
 AB0141
 AB0141.The orthometric height was determined by differential leveling
 AB0141.and adjusted by the National Geodetic Survey in 1992..
 AB0141.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AB0141.rate of 2.1 thru 3.0 mm/km.
 AB0141
 AB0141.The geoid height was determined by GEOID03.
 AB0141
 AB0141.The dynamic height is computed by dividing the NAVD 88
 AB0141.geopotential number by the normal gravity value computed on the
 AB0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0141.degrees latitude (g = 980.6199 gals.).
 AB0141
 AB0141.The modeled gravity was interpolated from observed gravity values.
 AB0141
 AB0141;                    North         East    Units  Estimated Accuracy
 AB0141;SPC TX S     - 5,036,050.      401,770.      MT  (+/- 180 meters Scaled)
 AB0141
 AB0141                          SUPERSEDED SURVEY CONTROL
 AB0141
 AB0141  NGVD 29 (??/??/92)    6.420  (m)           21.06   (f) ADJ UNCH    2 0
 AB0141
 AB0141.Superseded values are not recommended for survey control.
 AB0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0141.See file dsdata.txt to determine how the superseded data were derived.
 AB0141
 AB0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP517752(NAD 83)
 AB0141_MARKER: DD = SURVEY DISK
 AB0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0141_SP_SET: CULVERT
 AB0141_STAMPING: K 11 20.88
 AB0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0141
 AB0141  HISTORY     - Date     Condition        Report By
 AB0141  HISTORY     - UNK      MONUMENTED
 AB0141  HISTORY     - 1950     GOOD             NGS
 AB0141  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0141  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0141
 AB0141                          STATION DESCRIPTION
 AB0141
 AB0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0141'5.7 MI S FROM LOS FRESNOS.
 AB0141'5.7 MILES SOUTH ALONG PAREDES LINE ROAD FROM THE INTERSECTION OF STATE
 AB0141'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, 18 FEET WEST OF AND 1 FOOT
 AB0141'LOWER THAN THE CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND IN
 AB0141'THE CENTER OF THE TOP OF THE WEST HEADWALL.  A CAMERON COUNTY STANDARD
 AB0141'DISK, STAMPED K 11 20.88.
 AB0141
 AB0141                          STATION RECOVERY (1987)
 AB0141
 AB0141'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0141'MARK NOT FOUND.
 AB0141
 AB0141                          STATION RECOVERY (1990)
 AB0141
 AB0141'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0134 ***********************************************************************
 CB0134  DESIGNATION -  K 110
 CB0134  PID         -  CB0134
 CB0134  STATE/COUNTY-  TX/TOM GREEN
 CB0134  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0134
 CB0134                         *CURRENT SURVEY CONTROL
 CB0134  ___________________________________________________________________
 CB0134* NAD 83(1986)-  31 28 17.     (N)    100 27 32.     (W)     SCALED    
 CB0134* NAVD 88     -       564.730  (meters)    1852.79   (feet)  ADJUSTED  
 CB0134  ___________________________________________________________________
 CB0134  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CB0134  DYNAMIC HT  -         563.960 (meters)    1850.26  (feet)  COMP
 CB0134  MODELED GRAV-     979,258.1   (mgal)                       NAVD 88
 CB0134
 CB0134  VERT ORDER  -  FIRST     CLASS II
 CB0134
 CB0134.The horizontal coordinates were scaled from a topographic map and have
 CB0134.an estimated accuracy of +/- 6 seconds.
 CB0134
 CB0134.The orthometric height was determined by differential leveling
 CB0134.and adjusted by the National Geodetic Survey in June 1991..
 CB0134
 CB0134.The geoid height was determined by GEOID03.
 CB0134
 CB0134.The dynamic height is computed by dividing the NAVD 88
 CB0134.geopotential number by the normal gravity value computed on the
 CB0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0134.degrees latitude (g = 980.6199 gals.).
 CB0134
 CB0134.The modeled gravity was interpolated from observed gravity values.
 CB0134
 CB0134;                    North         East    Units  Estimated Accuracy
 CB0134;SPC TX C     - 3,200,070.      688,070.      MT  (+/- 180 meters Scaled)
 CB0134
 CB0134                          SUPERSEDED SURVEY CONTROL
 CB0134
 CB0134  NGVD 29 (??/??/92)  564.570  (m)         1852.26   (f) ADJ UNCH    1 2
 CB0134
 CB0134.Superseded values are not recommended for survey control.
 CB0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0134.See file dsdata.txt to determine how the superseded data were derived.
 CB0134
 CB0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV614827(NAD 83)
 CB0134_MARKER: DB = BENCH MARK DISK
 CB0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0134_SP_SET: MONUMENT
 CB0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0134
 CB0134  HISTORY     - Date     Condition        Report By
 CB0134  HISTORY     - UNK      MONUMENTED       CGS
 CB0134  HISTORY     - 1933     GOOD             NGS
 CB0134  HISTORY     - 1935     GOOD             NGS
 CB0134
 CB0134                          STATION DESCRIPTION
 CB0134
 CB0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0134'1.6 MI NW FROM SAN ANGELO.
 CB0134'ABOUT MILE POST 73.5 NEAR WHERE SIDEROAD CROSSES RAILROAD, 48 FEET
 CB0134'SOUTHWEST OF CENTERLINE OF RAILROAD.
 CB0134
 CB0134                          STATION RECOVERY (1935)
 CB0134
 CB0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1233 ***********************************************************************
 AY1233  DESIGNATION -  K 1100
 AY1233  PID         -  AY1233
 AY1233  STATE/COUNTY-  TX/MEDINA
 AY1233  USGS QUAD   -  D'HANIS (1970)
 AY1233
 AY1233                         *CURRENT SURVEY CONTROL
 AY1233  ___________________________________________________________________
 AY1233* NAD 83(1986)-  29 20 17.     (N)    099 19 20.     (W)     SCALED    
 AY1233* NAVD 88     -       294.331  (meters)     965.65   (feet)  POSTED    
 AY1233  ___________________________________________________________________
 AY1233  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AY1233  DYNAMIC HT  -         293.900 (meters)     964.24  (feet)  COMP
 AY1233  MODELED GRAV-     979,181.7   (mgal)                       NAVD 88
 AY1233
 AY1233  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1233
 AY1233.The horizontal coordinates were scaled from a topographic map and have
 AY1233.an estimated accuracy of +/- 6 seconds.
 AY1233
 AY1233.The orthometric height was determined by differential leveling
 AY1233.and adjusted by the National Geodetic Survey in 1992..
 AY1233.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1233.rate of 0.0 thru 1.0 mm/km.
 AY1233
 AY1233.The geoid height was determined by GEOID03.
 AY1233
 AY1233.The dynamic height is computed by dividing the NAVD 88
 AY1233.geopotential number by the normal gravity value computed on the
 AY1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1233.degrees latitude (g = 980.6199 gals.).
 AY1233
 AY1233.The modeled gravity was interpolated from observed gravity values.
 AY1233
 AY1233;                    North         East    Units  Estimated Accuracy
 AY1233;SPC TXSC     - 4,166,810.      568,710.      MT  (+/- 180 meters Scaled)
 AY1233
 AY1233                          SUPERSEDED SURVEY CONTROL
 AY1233
 AY1233  NGVD 29 (??/??/92)  294.212  (m)          965.26   (f) ADJ UNCH    1 2
 AY1233
 AY1233.Superseded values are not recommended for survey control.
 AY1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1233.See file dsdata.txt to determine how the superseded data were derived.
 AY1233
 AY1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT687454(NAD 83)
 AY1233_MARKER: DB = BENCH MARK DISK
 AY1233_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AY1233_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AY1233_STAMPING: K 1100 1957
 AY1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1233
 AY1233  HISTORY     - Date     Condition        Report By
 AY1233  HISTORY     - 1957     MONUMENTED       CGS
 AY1233  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1233  HISTORY     - 19880808 MARK NOT FOUND   USPSQD
 AY1233  HISTORY     - 19970430 MARK NOT FOUND   USPSQD
 AY1233  HISTORY     - 20011113 MARK NOT FOUND   USPSQD
 AY1233
 AY1233                          STATION DESCRIPTION
 AY1233
 AY1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1233'3.0 MI NW FROM DHANIS.
 AY1233'3.0 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1233'STATION AT DHANIS, 102 FEET EAST OF MILEPOST 270, 42.4 FEET NORTHEAST
 AY1233'OF THE NORTHEAST RAIL, 71 FEET NORTHWEST OF A TELEPHONE POLE, IN LINE
 AY1233'WITH A ROW OF TELEPHONE POLES, 6 FEET SOUTHWEST OF A FENCE, 3 FEET
 AY1233'NORTHWEST OF A WITNESS POST, 3 FEET BELOW THE TOP OF THE RAILS, 0.3
 AY1233'FOOT ABOVE THE GROUND, SET IN THE TOP OF A 6 INCH TILE PIPE WHICH IS
 AY1233'FILLED WITH CONCRETE.
 AY1233
 AY1233                          STATION RECOVERY (1982)
 AY1233
 AY1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1233'MARK NOT RECOVERED, PROBABLY KNOCKED OUT BY RAILROAD EQUIPMENT.
 AY1233
 AY1233                          STATION RECOVERY (1988)
 AY1233
 AY1233'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1233'MARK NOT FOUND.
 AY1233
 AY1233                          STATION RECOVERY (1997)
 AY1233
 AY1233'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1233'MARK NOT FOUND.
 AY1233
 AY1233                          STATION RECOVERY (2001)
 AY1233
 AY1233'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0474 ***********************************************************************
 CC0474  DESIGNATION -  K 1101
 CC0474  PID         -  CC0474
 CC0474  STATE/COUNTY-  TX/REEVES
 CC0474  USGS QUAD   -  ORLA (1968)
 CC0474
 CC0474                         *CURRENT SURVEY CONTROL
 CC0474  ___________________________________________________________________
 CC0474* NAD 83(1986)-  31 50 07.     (N)    103 54 46.     (W)     SCALED    
 CC0474* NAVD 88     -       871.938  (meters)    2860.68   (feet)  ADJUSTED  
 CC0474  ___________________________________________________________________
 CC0474  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CC0474  DYNAMIC HT  -         870.644 (meters)    2856.44  (feet)  COMP
 CC0474  MODELED GRAV-     979,127.9   (mgal)                       NAVD 88
 CC0474
 CC0474  VERT ORDER  -  FIRST     CLASS II
 CC0474
 CC0474.The horizontal coordinates were scaled from a topographic map and have
 CC0474.an estimated accuracy of +/- 6 seconds.
 CC0474
 CC0474.The orthometric height was determined by differential leveling
 CC0474.and adjusted by the National Geodetic Survey in June 1991..
 CC0474
 CC0474.The geoid height was determined by GEOID03.
 CC0474
 CC0474.The dynamic height is computed by dividing the NAVD 88
 CC0474.geopotential number by the normal gravity value computed on the
 CC0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0474.degrees latitude (g = 980.6199 gals.).
 CC0474
 CC0474.The modeled gravity was interpolated from observed gravity values.
 CC0474
 CC0474;                    North         East    Units  Estimated Accuracy
 CC0474;SPC TX C     - 3,245,860.      361,230.      MT  (+/- 180 meters Scaled)
 CC0474
 CC0474                          SUPERSEDED SURVEY CONTROL
 CC0474
 CC0474  NGVD 29 (??/??/92)  871.474  (m)         2859.16   (f) ADJ UNCH    1 2
 CC0474
 CC0474.Superseded values are not recommended for survey control.
 CC0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0474.See file dsdata.txt to determine how the superseded data were derived.
 CC0474
 CC0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR028226(NAD 83)
 CC0474_MARKER: DB = BENCH MARK DISK
 CC0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0474_STAMPING: K 1101 1957
 CC0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0474+STABILITY: SURFACE MOTION
 CC0474
 CC0474  HISTORY     - Date     Condition        Report By
 CC0474  HISTORY     - 1957     MONUMENTED       CGS
 CC0474  HISTORY     - 1981     GOOD             NGS
 CC0474
 CC0474                          STATION DESCRIPTION
 CC0474
 CC0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0474'0.8 MI NW FROM ORLA.
 CC0474'ABOUT 0.8 MILE NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CC0474'THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 18 1/2 FEET EAST OF
 CC0474'MILEPOST 230, 35 FEET SOUTH OF THE SOUTH RAIL, 96 FEET NORTH OF THE
 CC0474'CENTER LINE OF A ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 CC0474'ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CC0474'PROJECTING 7 INCHES.
 CC0474
 CC0474                          STATION RECOVERY (1981)
 CC0474
 CC0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0302 ***********************************************************************
 BP0302  DESIGNATION -  K 1102
 BP0302  PID         -  BP0302
 BP0302  STATE/COUNTY-  TX/BREWSTER
 BP0302  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0302
 BP0302                         *CURRENT SURVEY CONTROL
 BP0302  ___________________________________________________________________
 BP0302* NAD 83(1986)-  30 12 01.     (N)    103 04 50.     (W)     SCALED    
 BP0302* NAVD 88     -      1238.303  (meters)    4062.67   (feet)  ADJUSTED  
 BP0302  ___________________________________________________________________
 BP0302  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BP0302  DYNAMIC HT  -        1236.288 (meters)    4056.05  (feet)  COMP
 BP0302  MODELED GRAV-     978,971.0   (mgal)                       NAVD 88
 BP0302
 BP0302  VERT ORDER  -  FIRST     CLASS II
 BP0302
 BP0302.The horizontal coordinates were scaled from a topographic map and have
 BP0302.an estimated accuracy of +/- 6 seconds.
 BP0302
 BP0302.The orthometric height was determined by differential leveling
 BP0302.and adjusted by the National Geodetic Survey in June 1991..
 BP0302
 BP0302.The geoid height was determined by GEOID03.
 BP0302
 BP0302.The dynamic height is computed by dividing the NAVD 88
 BP0302.geopotential number by the normal gravity value computed on the
 BP0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0302.degrees latitude (g = 980.6199 gals.).
 BP0302
 BP0302.The modeled gravity was interpolated from observed gravity values.
 BP0302
 BP0302;                    North         East    Units  Estimated Accuracy
 BP0302;SPC TXSC     - 4,269,180.      207,160.      MT  (+/- 180 meters Scaled)
 BP0302
 BP0302                          SUPERSEDED SURVEY CONTROL
 BP0302
 BP0302  NGVD 29 (??/??/92) 1237.915  (m)         4061.39   (f) ADJ UNCH    1 2
 BP0302
 BP0302.Superseded values are not recommended for survey control.
 BP0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0302.See file dsdata.txt to determine how the superseded data were derived.
 BP0302
 BP0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP847425(NAD 83)
 BP0302_MARKER: DB = BENCH MARK DISK
 BP0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0302_STAMPING: K 1102 1957
 BP0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0302+STABILITY: SURFACE MOTION
 BP0302
 BP0302  HISTORY     - Date     Condition        Report By
 BP0302  HISTORY     - 1957     MONUMENTED       CGS
 BP0302
 BP0302                          STATION DESCRIPTION
 BP0302
 BP0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0302'10.0 MI E FROM MARATHON.
 BP0302'ABOUT 10.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0302'THE STATION AT MARATHON, 40 1/2 FEET WEST OF MILEPOST 566, 53 FEET
 BP0302'SOUTHWEST OF THE SOUTHWEST RAIL, 130 FEET WEST OF THE NORTHWEST END OF
 BP0302'WOODEN BRIDGE NUMBER 565.97, 4 FEET SOUTHWEST OF THE SOUTHWEST RIGHT
 BP0302'OF WAY FENCE, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 BP0302'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0302'PROJECTING 11 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0373 ***********************************************************************
 BP0373  DESIGNATION -  K 1103
 BP0373  PID         -  BP0373
 BP0373  STATE/COUNTY-  TX/BREWSTER
 BP0373  USGS QUAD   -  ELAM MOUNTAIN (1972)
 BP0373
 BP0373                         *CURRENT SURVEY CONTROL
 BP0373  ___________________________________________________________________
 BP0373* NAD 83(1986)-  30 22 31.     (N)    103 32 38.     (W)     SCALED    
 BP0373* NAVD 88     -      1351.898  (meters)    4435.35   (feet)  ADJUSTED  
 BP0373  ___________________________________________________________________
 BP0373  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 BP0373  DYNAMIC HT  -        1349.691 (meters)    4428.11  (feet)  COMP
 BP0373  MODELED GRAV-     978,961.5   (mgal)                       NAVD 88
 BP0373
 BP0373  VERT ORDER  -  FIRST     CLASS II
 BP0373
 BP0373.The horizontal coordinates were scaled from a topographic map and have
 BP0373.an estimated accuracy of +/- 6 seconds.
 BP0373
 BP0373.The orthometric height was determined by differential leveling
 BP0373.and adjusted by the National Geodetic Survey in June 1991..
 BP0373
 BP0373.The geoid height was determined by GEOID03.
 BP0373
 BP0373.The dynamic height is computed by dividing the NAVD 88
 BP0373.geopotential number by the normal gravity value computed on the
 BP0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0373.degrees latitude (g = 980.6199 gals.).
 BP0373
 BP0373.The modeled gravity was interpolated from observed gravity values.
 BP0373
 BP0373;                    North         East    Units  Estimated Accuracy
 BP0373;SPC TXSC     - 4,290,210.      163,330.      MT  (+/- 180 meters Scaled)
 BP0373
 BP0373                          SUPERSEDED SURVEY CONTROL
 BP0373
 BP0373  NGVD 29 (??/??/92) 1351.434  (m)         4433.83   (f) ADJ UNCH    1 2
 BP0373
 BP0373.Superseded values are not recommended for survey control.
 BP0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0373.See file dsdata.txt to determine how the superseded data were derived.
 BP0373
 BP0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP399612(NAD 83)
 BP0373_MARKER: DB = BENCH MARK DISK
 BP0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0373_STAMPING: K 1103 1957
 BP0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0373+STABILITY: SURFACE MOTION
 BP0373
 BP0373  HISTORY     - Date     Condition        Report By
 BP0373  HISTORY     - 1957     MONUMENTED       CGS
 BP0373  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0373
 BP0373                          STATION DESCRIPTION
 BP0373
 BP0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0373'8.2 MI NE FROM ALPINE.
 BP0373'ABOUT 8.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0373'FROM THE STATION AT ALPINE, 75 FEET NORTH OF AND ACROSS THE TRACK FROM
 BP0373'MILEPOST 599, 29 FEET NORTH OF THE NORTH RAIL, 17 1/2 FEET SOUTH OF
 BP0373'THE NORTH RIGHT OF WAY FENCE, DIRECTLY IN LINE WITH A ROW OF POLES, 2
 BP0373'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 BP0373'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BP0373
 BP0373                          STATION RECOVERY (1981)
 BP0373
 BP0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0373'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0109 ***********************************************************************
 BQ0109  DESIGNATION -  K 1104
 BQ0109  PID         -  BQ0109
 BQ0109  STATE/COUNTY-  TX/PRESIDIO
 BQ0109  USGS QUAD   -  ARAGON (1983)
 BQ0109
 BQ0109                         *CURRENT SURVEY CONTROL
 BQ0109  ___________________________________________________________________
 BQ0109* NAD 83(1986)-  30 20 54.     (N)    104 08 43.     (W)     SCALED    
 BQ0109* NAVD 88     -      1497.244  (meters)    4912.21   (feet)  ADJUSTED  
 BQ0109  ___________________________________________________________________
 BQ0109  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 BQ0109  DYNAMIC HT  -        1494.731 (meters)    4903.96  (feet)  COMP
 BQ0109  MODELED GRAV-     978,910.6   (mgal)                       NAVD 88
 BQ0109
 BQ0109  VERT ORDER  -  FIRST     CLASS II
 BQ0109
 BQ0109.The horizontal coordinates were scaled from a topographic map and have
 BQ0109.an estimated accuracy of +/- 6 seconds.
 BQ0109
 BQ0109.The orthometric height was determined by differential leveling
 BQ0109.and adjusted by the National Geodetic Survey in June 1991..
 BQ0109
 BQ0109.The geoid height was determined by GEOID03.
 BQ0109
 BQ0109.The dynamic height is computed by dividing the NAVD 88
 BQ0109.geopotential number by the normal gravity value computed on the
 BQ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0109.degrees latitude (g = 980.6199 gals.).
 BQ0109
 BQ0109.The modeled gravity was interpolated from observed gravity values.
 BQ0109
 BQ0109;                    North         East    Units  Estimated Accuracy
 BQ0109;SPC TXSC     - 4,289,620.      105,440.      MT  (+/- 180 meters Scaled)
 BQ0109
 BQ0109                          SUPERSEDED SURVEY CONTROL
 BQ0109
 BQ0109  NGVD 29 (??/??/92) 1496.624  (m)         4910.17   (f) ADJ UNCH    1 2
 BQ0109
 BQ0109.Superseded values are not recommended for survey control.
 BQ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0109.See file dsdata.txt to determine how the superseded data were derived.
 BQ0109
 BQ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP821576(NAD 83)
 BQ0109_MARKER: DB = BENCH MARK DISK
 BQ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0109_STAMPING: K 1104 1957
 BQ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0109+STABILITY: SURFACE MOTION
 BQ0109
 BQ0109  HISTORY     - Date     Condition        Report By
 BQ0109  HISTORY     - 1957     MONUMENTED       CGS
 BQ0109  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0109
 BQ0109                          STATION DESCRIPTION
 BQ0109
 BQ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0109'8.3 MI NW FROM MARFA.
 BQ0109'ABOUT 8.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0109'FROM THE STATION AT MARFA, 45 FEET WEST OF MILEPOST 641, 42 FEET SOUTH
 BQ0109'OF THE SOUTH RAIL, 145 FEET EAST-SOUTHEAST OF SEMAPHORE 641.0, IN LINE
 BQ0109'WITH A ROW OF TELEPHONE POLES, 6 FEET NORTH OF A FENCE, 2 1/2 FEET
 BQ0109'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 BQ0109'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0109
 BQ0109                          STATION RECOVERY (1996)
 BQ0109
 BQ0109'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0125 ***********************************************************************
 BP0125  DESIGNATION -  K 1105
 BP0125  PID         -  BP0125
 BP0125  STATE/COUNTY-  TX/BREWSTER
 BP0125  USGS QUAD   -  TESNUS SE (1968)
 BP0125
 BP0125                         *CURRENT SURVEY CONTROL
 BP0125  ___________________________________________________________________
 BP0125* NAD 83(1986)-  30 05 33.     (N)    102 47 32.     (W)     SCALED    
 BP0125* NAVD 88     -      1091.089  (meters)    3579.68   (feet)  ADJUSTED  
 BP0125  ___________________________________________________________________
 BP0125  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 BP0125  DYNAMIC HT  -        1089.347 (meters)    3573.97  (feet)  COMP
 BP0125  MODELED GRAV-     979,007.7   (mgal)                       NAVD 88
 BP0125
 BP0125  VERT ORDER  -  FIRST     CLASS II
 BP0125
 BP0125.The horizontal coordinates were scaled from a topographic map and have
 BP0125.an estimated accuracy of +/- 6 seconds.
 BP0125
 BP0125.The orthometric height was determined by differential leveling
 BP0125.and adjusted by the National Geodetic Survey in June 1991..
 BP0125
 BP0125.The geoid height was determined by GEOID03.
 BP0125
 BP0125.The dynamic height is computed by dividing the NAVD 88
 BP0125.geopotential number by the normal gravity value computed on the
 BP0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0125.degrees latitude (g = 980.6199 gals.).
 BP0125
 BP0125.The modeled gravity was interpolated from observed gravity values.
 BP0125
 BP0125;                    North         East    Units  Estimated Accuracy
 BP0125;SPC TXSC     - 4,256,310.      234,530.      MT  (+/- 180 meters Scaled)
 BP0125
 BP0125                          SUPERSEDED SURVEY CONTROL
 BP0125
 BP0125  NGVD 29 (??/??/92) 1090.768  (m)         3578.63   (f) ADJ UNCH    1 2
 BP0125
 BP0125.Superseded values are not recommended for survey control.
 BP0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0125.See file dsdata.txt to determine how the superseded data were derived.
 BP0125
 BP0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP127310(NAD 83)
 BP0125_MARKER: DB = BENCH MARK DISK
 BP0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0125_STAMPING: K 1105 1957
 BP0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0125+STABILITY: SURFACE MOTION
 BP0125
 BP0125  HISTORY     - Date     Condition        Report By
 BP0125  HISTORY     - 1957     MONUMENTED       CGS
 BP0125
 BP0125                          STATION DESCRIPTION
 BP0125
 BP0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0125'10.85 MI SW FROM LONGFELLOW.
 BP0125'ABOUT 10.85 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0125'FROM THE SECTION FOREMANS HOUSE AT LONGFELLOW, 22 1/2 FEET WEST OF
 BP0125'MILEPOST 543, 51 FEET SOUTH OF THE SOUTH RAIL, ABOUT 0.2 MILE WEST OF
 BP0125'A TRESTLE, 31 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 3 FEET
 BP0125'SOUTH OF A FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 6
 BP0125'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0125'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0049 ***********************************************************************
 BP0049  DESIGNATION -  K 1106
 BP0049  PID         -  BP0049
 BP0049  STATE/COUNTY-  TX/TERRELL
 BP0049  USGS QUAD   -  HAGLER CANYON (1969)
 BP0049
 BP0049                         *CURRENT SURVEY CONTROL
 BP0049  ___________________________________________________________________
 BP0049* NAD 83(1986)-  30 06 35.     (N)    102 22 52.     (W)     SCALED    
 BP0049* NAVD 88     -       815.267  (meters)    2674.76   (feet)  ADJUSTED  
 BP0049  ___________________________________________________________________
 BP0049  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 BP0049  DYNAMIC HT  -         814.018 (meters)    2670.66  (feet)  COMP
 BP0049  MODELED GRAV-     979,082.9   (mgal)                       NAVD 88
 BP0049
 BP0049  VERT ORDER  -  FIRST     CLASS II
 BP0049
 BP0049.The horizontal coordinates were scaled from a topographic map and have
 BP0049.an estimated accuracy of +/- 6 seconds.
 BP0049
 BP0049.The orthometric height was determined by differential leveling
 BP0049.and adjusted by the National Geodetic Survey in June 1991..
 BP0049
 BP0049.The geoid height was determined by GEOID03.
 BP0049
 BP0049.The dynamic height is computed by dividing the NAVD 88
 BP0049.geopotential number by the normal gravity value computed on the
 BP0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0049.degrees latitude (g = 980.6199 gals.).
 BP0049
 BP0049.The modeled gravity was interpolated from observed gravity values.
 BP0049
 BP0049;                    North         East    Units  Estimated Accuracy
 BP0049;SPC TXSC     - 4,257,000.      274,190.      MT  (+/- 180 meters Scaled)
 BP0049
 BP0049                          SUPERSEDED SURVEY CONTROL
 BP0049
 BP0049  NGVD 29 (??/??/92)  815.013  (m)         2673.92   (f) ADJ UNCH    1 2
 BP0049
 BP0049.Superseded values are not recommended for survey control.
 BP0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0049.See file dsdata.txt to determine how the superseded data were derived.
 BP0049
 BP0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP523338(NAD 83)
 BP0049_MARKER: DB = BENCH MARK DISK
 BP0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0049_SP_SET: CULVERT
 BP0049_STAMPING: K 1106 1957
 BP0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0049
 BP0049  HISTORY     - Date     Condition        Report By
 BP0049  HISTORY     - 1957     MONUMENTED       CGS
 BP0049
 BP0049                          STATION DESCRIPTION
 BP0049
 BP0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0049'2.8 MI SE FROM SANDERSON.
 BP0049'ABOUT 2.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0049'FROM THE STATION AT SANDERSON, ABOUT 140 YARDS WEST-SOUTHWEST OF
 BP0049'MILEPOST 504, IN THE TOP AND CENTER OF THE NORTHEAST CONCRETE HEAD
 BP0049'WALL OF A LARGE BOX TYPE CULVERT UNDER OLD U. S. HIGHWAY 90, 332 FEET
 BP0049'SOUTHWEST OF THE SOUTHWEST RAIL, AND 13 FEET NORTHEAST OF THE CENTER
 BP0049'LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0086 ***********************************************************************
 BP0086  DESIGNATION -  K 1107
 BP0086  PID         -  BP0086
 BP0086  STATE/COUNTY-  TX/TERRELL
 BP0086  USGS QUAD   -  DRYDEN (1968)
 BP0086
 BP0086                         *CURRENT SURVEY CONTROL
 BP0086  ___________________________________________________________________
 BP0086* NAD 83(1986)-  30 03 08.     (N)    102 01 47.     (W)     SCALED    
 BP0086* NAVD 88     -       591.010  (meters)    1939.01   (feet)  ADJUSTED  
 BP0086  ___________________________________________________________________
 BP0086  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BP0086  DYNAMIC HT  -         590.123 (meters)    1936.10  (feet)  COMP
 BP0086  MODELED GRAV-     979,121.9   (mgal)                       NAVD 88
 BP0086
 BP0086  VERT ORDER  -  FIRST     CLASS II
 BP0086
 BP0086.The horizontal coordinates were scaled from a topographic map and have
 BP0086.an estimated accuracy of +/- 6 seconds.
 BP0086
 BP0086.The orthometric height was determined by differential leveling
 BP0086.and adjusted by the National Geodetic Survey in June 1991..
 BP0086
 BP0086.The geoid height was determined by GEOID03.
 BP0086
 BP0086.The dynamic height is computed by dividing the NAVD 88
 BP0086.geopotential number by the normal gravity value computed on the
 BP0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0086.degrees latitude (g = 980.6199 gals.).
 BP0086
 BP0086.The modeled gravity was interpolated from observed gravity values.
 BP0086
 BP0086;                    North         East    Units  Estimated Accuracy
 BP0086;SPC TXSC     - 4,249,700.      307,880.      MT  (+/- 180 meters Scaled)
 BP0086
 BP0086                          SUPERSEDED SURVEY CONTROL
 BP0086
 BP0086  NGVD 29 (??/??/92)  590.823  (m)         1938.39   (f) ADJ UNCH    1 2
 BP0086
 BP0086.Superseded values are not recommended for survey control.
 BP0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0086.See file dsdata.txt to determine how the superseded data were derived.
 BP0086
 BP0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP863282(NAD 83)
 BP0086_MARKER: DB = BENCH MARK DISK
 BP0086_SETTING: 66 = SET IN ROCK OUTCROP
 BP0086_SP_SET: ROCK OUTCROP
 BP0086_STAMPING: K 1107 1957
 BP0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0086+STABILITY: POSITION/ELEVATION WELL
 BP0086
 BP0086  HISTORY     - Date     Condition        Report By
 BP0086  HISTORY     - 1957     MONUMENTED       CGS
 BP0086  HISTORY     - 1958     GOOD             NGS
 BP0086
 BP0086                          STATION DESCRIPTION
 BP0086
 BP0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0086'5.45 MI SE FROM DRYDEN.
 BP0086'ABOUT 5.45 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0086'FROM THE STATION AT DRYDEN, 6 1/2 POLES SOUTHEAST OF MILEPOST 480, IN
 BP0086'THE TOP OF A FLAT ROCK OUTCROP PROJECTING 5 INCHES, 75 FEET SOUTHWEST
 BP0086'OF THE SOUTHWEST RAIL, 3 1/2 POLES SOUTHEAST OF A TRESTLE, 26 1/2 FEET
 BP0086'SOUTHWEST OF THE SOUTHWEST FENCE, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0602 ***********************************************************************
 CD0602  DESIGNATION -  K 1108
 CD0602  PID         -  CD0602
 CD0602  STATE/COUNTY-  TX/HUDSPETH
 CD0602  USGS QUAD   -  ALLAMOORE (1964)
 CD0602
 CD0602                         *CURRENT SURVEY CONTROL
 CD0602  ___________________________________________________________________
 CD0602* NAD 83(1986)-  31 00 07.     (N)    105 00 32.     (W)     SCALED    
 CD0602* NAVD 88     -      1300.141  (meters)    4265.55   (feet)  ADJUSTED  
 CD0602  ___________________________________________________________________
 CD0602  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CD0602  DYNAMIC HT  -        1298.059 (meters)    4258.72  (feet)  COMP
 CD0602  MODELED GRAV-     978,994.5   (mgal)                       NAVD 88
 CD0602
 CD0602  VERT ORDER  -  FIRST     CLASS II
 CD0602
 CD0602.The horizontal coordinates were scaled from a topographic map and have
 CD0602.an estimated accuracy of +/- 6 seconds.
 CD0602
 CD0602.The orthometric height was determined by differential leveling
 CD0602.and adjusted by the National Geodetic Survey in June 1991..
 CD0602
 CD0602.The geoid height was determined by GEOID03.
 CD0602
 CD0602.The dynamic height is computed by dividing the NAVD 88
 CD0602.geopotential number by the normal gravity value computed on the
 CD0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0602.degrees latitude (g = 980.6199 gals.).
 CD0602
 CD0602.The modeled gravity was interpolated from observed gravity values.
 CD0602
 CD0602;                    North         East    Units  Estimated Accuracy
 CD0602;SPC TX C     - 3,157,400.      253,660.      MT  (+/- 180 meters Scaled)
 CD0602
 CD0602                          SUPERSEDED SURVEY CONTROL
 CD0602
 CD0602  NGVD 29 (??/??/92) 1299.582  (m)         4263.71   (f) ADJ UNCH    1 2
 CD0602
 CD0602.Superseded values are not recommended for survey control.
 CD0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0602.See file dsdata.txt to determine how the superseded data were derived.
 CD0602
 CD0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ991298(NAD 83)
 CD0602_MARKER: DB = BENCH MARK DISK
 CD0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0602_STAMPING: K 1108 1957
 CD0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0602+STABILITY: SURFACE MOTION
 CD0602
 CD0602  HISTORY     - Date     Condition        Report By
 CD0602  HISTORY     - 1957     MONUMENTED       CGS
 CD0602
 CD0602                          STATION DESCRIPTION
 CD0602
 CD0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CD0602'0.7 MI SE FROM HOT WELLS.
 CD0602'ABOUT 0.7 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 CD0602'THE COUNTY ROAD CROSSING AT HOT WELLS, 57 FEET SOUTH-SOUTHWEST OF
 CD0602'MILEPOST 713, 99 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL, 19 FEET
 CD0602'NORTH-NORTHEAST OF THE CENTER LINE OF A ROAD, 1 1/2 FEET SOUTHWEST OF
 CD0602'A FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 CD0602'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CD0602'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0090 ***********************************************************************
 BQ0090  DESIGNATION -  K 1109
 BQ0090  PID         -  BQ0090
 BQ0090  STATE/COUNTY-  TX/PRESIDIO
 BQ0090  USGS QUAD   -  RYAN (1983)
 BQ0090
 BQ0090                         *CURRENT SURVEY CONTROL
 BQ0090  ___________________________________________________________________
 BQ0090* NAD 83(1986)-  30 24 40.     (N)    104 16 29.     (W)     SCALED    
 BQ0090* NAVD 88     -      1468.550  (meters)    4818.07   (feet)  ADJUSTED  
 BQ0090  ___________________________________________________________________
 BQ0090  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BQ0090  DYNAMIC HT  -        1466.090 (meters)    4810.00  (feet)  COMP
 BQ0090  MODELED GRAV-     978,915.4   (mgal)                       NAVD 88
 BQ0090
 BQ0090  VERT ORDER  -  FIRST     CLASS II
 BQ0090
 BQ0090.The horizontal coordinates were scaled from a topographic map and have
 BQ0090.an estimated accuracy of +/- 6 seconds.
 BQ0090
 BQ0090.The orthometric height was determined by differential leveling
 BQ0090.and adjusted by the National Geodetic Survey in June 1991..
 BQ0090
 BQ0090.The geoid height was determined by GEOID03.
 BQ0090
 BQ0090.The dynamic height is computed by dividing the NAVD 88
 BQ0090.geopotential number by the normal gravity value computed on the
 BQ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0090.degrees latitude (g = 980.6199 gals.).
 BQ0090
 BQ0090.The modeled gravity was interpolated from observed gravity values.
 BQ0090
 BQ0090;                    North         East    Units  Estimated Accuracy
 BQ0090;SPC TXSC     - 4,297,130.       93,320.      MT  (+/- 180 meters Scaled)
 BQ0090
 BQ0090                          SUPERSEDED SURVEY CONTROL
 BQ0090
 BQ0090  NGVD 29 (??/??/92) 1467.929  (m)         4816.03   (f) ADJ UNCH    1 2
 BQ0090
 BQ0090.Superseded values are not recommended for survey control.
 BQ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0090.See file dsdata.txt to determine how the superseded data were derived.
 BQ0090
 BQ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP696645(NAD 83)
 BQ0090_MARKER: DB = BENCH MARK DISK
 BQ0090_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0090_SP_SET: 13 1/2 FEET
 BQ0090_STAMPING: K 1109 1957
 BQ0090_MARK LOGO: CGS   
 BQ0090_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0090_ROD/PIPE-DEPTH: 4.2  meters
 BQ0090
 BQ0090  HISTORY     - Date     Condition        Report By
 BQ0090  HISTORY     - 1957     MONUMENTED       CGS
 BQ0090  HISTORY     - 1981     GOOD             NGS
 BQ0090  HISTORY     - 1989     GOOD             USPSQD
 BQ0090  HISTORY     - 19961009 GOOD             USPSQD
 BQ0090
 BQ0090                          STATION DESCRIPTION
 BQ0090
 BQ0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0090'17.3 MI NW FROM MARFA.
 BQ0090'ABOUT 17.3 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0090'FROM THE STATION AT MARFA, ABOUT 17.8 MILES SOUTHEAST OF THE STATION
 BQ0090'AT VALENTINE, 8 FEET SOUTHWEST OF MILEPOST 650, 50 1/2 FEET SOUTHWEST
 BQ0090'OF THE SOUTHWEST RAIL, 107 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 BQ0090'HIGHWAY 90, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 BQ0090'3 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH
 BQ0090'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 13 1/2 FEET AND IS
 BQ0090'ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 BQ0090
 BQ0090                          STATION RECOVERY (1981)
 BQ0090
 BQ0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0090'27.8 KM (17.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 90 FROM ITS
 BQ0090'JUNCTION WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 17 IN MARFA, OR, 29.4
 BQ0090'KM (18.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BQ0090'VALENTINE, 37.2 METERS (122.0 FT) NORTHWEST OF RAILROAD MILEPOST 650,
 BQ0090'32.6 METERS (107.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BQ0090'15.4 METERS (50.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 BQ0090'PACIFIC RAILROAD, AND 0.8 METER (2.5 FT) NORTHEAST OF A 4X4 INCH
 BQ0090'WOODEN WITNESS POST.
 BQ0090'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0090'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0090
 BQ0090                          STATION RECOVERY (1989)
 BQ0090
 BQ0090'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0090'RECOVERED IN GOOD CONDITION.
 BQ0090
 BQ0090                          STATION RECOVERY (1996)
 BQ0090
 BQ0090'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0301 ***********************************************************************
 CB0301  DESIGNATION -  K 111
 CB0301  PID         -  CB0301
 CB0301  STATE/COUNTY-  TX/STERLING
 CB0301  USGS QUAD   -  SAND BLUFF DRAW (1978)
 CB0301
 CB0301                         *CURRENT SURVEY CONTROL
 CB0301  ___________________________________________________________________
 CB0301* NAD 83(1986)-  31 54 32.     (N)    101 07 49.     (W)     SCALED    
 CB0301* NAVD 88     -       744.685  (meters)    2443.19   (feet)  ADJUSTED  
 CB0301  ___________________________________________________________________
 CB0301  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CB0301  DYNAMIC HT  -         743.669 (meters)    2439.85  (feet)  COMP
 CB0301  MODELED GRAV-     979,249.7   (mgal)                       NAVD 88
 CB0301
 CB0301  VERT ORDER  -  FIRST     CLASS II
 CB0301
 CB0301.The horizontal coordinates were scaled from a topographic map and have
 CB0301.an estimated accuracy of +/- 6 seconds.
 CB0301
 CB0301.The orthometric height was determined by differential leveling
 CB0301.and adjusted by the National Geodetic Survey in June 1991..
 CB0301
 CB0301.The geoid height was determined by GEOID03.
 CB0301
 CB0301.The dynamic height is computed by dividing the NAVD 88
 CB0301.geopotential number by the normal gravity value computed on the
 CB0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0301.degrees latitude (g = 980.6199 gals.).
 CB0301
 CB0301.The modeled gravity was interpolated from observed gravity values.
 CB0301
 CB0301;                    North         East    Units  Estimated Accuracy
 CB0301;SPC TX C     - 3,248,840.      624,620.      MT  (+/- 180 meters Scaled)
 CB0301
 CB0301                          SUPERSEDED SURVEY CONTROL
 CB0301
 CB0301  NGVD 29 (??/??/92)  744.457  (m)         2442.44   (f) ADJ UNCH    1 2
 CB0301
 CB0301.Superseded values are not recommended for survey control.
 CB0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0301.See file dsdata.txt to determine how the superseded data were derived.
 CB0301
 CB0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA985323(NAD 83)
 CB0301_MARKER: DB = BENCH MARK DISK
 CB0301_SETTING: 66 = SET IN ROCK OUTCROP
 CB0301_SP_SET: BEDROCK
 CB0301_STAMPING: 2442.439 K 111 1933
 CB0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0301+STABILITY: POSITION/ELEVATION WELL
 CB0301
 CB0301  HISTORY     - Date     Condition        Report By
 CB0301  HISTORY     - 1933     MONUMENTED       CGS
 CB0301  HISTORY     - 1973     MARK NOT FOUND   TXHD
 CB0301
 CB0301                          STATION DESCRIPTION
 CB0301
 CB0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CB0301'11.0 MI NW FROM STERLING CITY.
 CB0301'11.0 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM STERLING CITY,
 CB0301'STERLING COUNTY, 265 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 248
 CB0301'FEET NORTH OF A CULVERT, AND IN BEDROCK MARKED BY A PYRAMID OF STONES.
 CB0301'A STANDARD DISK, STAMPED 2442.439 K 111 1933.
 CB0301
 CB0301                          STATION RECOVERY (1973)
 CB0301
 CB0301'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0276 ***********************************************************************
 BQ0276  DESIGNATION -  K 1110 RESET 1958
 BQ0276  PID         -  BQ0276
 BQ0276  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0276  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0276
 BQ0276                         *CURRENT SURVEY CONTROL
 BQ0276  ___________________________________________________________________
 BQ0276* NAD 83(1986)-  30 39 20.     (N)    104 35 01.     (W)     SCALED    
 BQ0276* NAVD 88     -      1296.619  (meters)    4253.99   (feet)  ADJUSTED  
 BQ0276  ___________________________________________________________________
 BQ0276  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 BQ0276  DYNAMIC HT  -        1294.509 (meters)    4247.07  (feet)  COMP
 BQ0276  MODELED GRAV-     978,969.3   (mgal)                       NAVD 88
 BQ0276
 BQ0276  VERT ORDER  -  FIRST     CLASS II
 BQ0276
 BQ0276.The horizontal coordinates were scaled from a topographic map and have
 BQ0276.an estimated accuracy of +/- 6 seconds.
 BQ0276
 BQ0276.The orthometric height was determined by differential leveling
 BQ0276.and adjusted by the National Geodetic Survey in June 1991..
 BQ0276.WARNING-Repeat measurements at this control monument indicate possible
 BQ0276.vertical movement.
 BQ0276
 BQ0276.The geoid height was determined by GEOID03.
 BQ0276
 BQ0276.The dynamic height is computed by dividing the NAVD 88
 BQ0276.geopotential number by the normal gravity value computed on the
 BQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0276.degrees latitude (g = 980.6199 gals.).
 BQ0276
 BQ0276.The modeled gravity was interpolated from observed gravity values.
 BQ0276
 BQ0276;                    North         East    Units  Estimated Accuracy
 BQ0276;SPC TX C     - 3,117,400.      292,770.      MT  (+/- 180 meters Scaled)
 BQ0276
 BQ0276                          SUPERSEDED SURVEY CONTROL
 BQ0276
 BQ0276.No superseded survey control is available for this station.
 BQ0276
 BQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP398915(NAD 83)
 BQ0276_MARKER: DB = BENCH MARK DISK
 BQ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0276_STAMPING: K 1110 RESET 1958
 BQ0276_MARK LOGO: CGS   
 BQ0276_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0276+STABILITY: SURFACE MOTION
 BQ0276
 BQ0276  HISTORY     - Date     Condition        Report By
 BQ0276  HISTORY     - 1958     MONUMENTED       CGS
 BQ0276  HISTORY     - 1981     GOOD             NGS
 BQ0276  HISTORY     - 19961009 GOOD             USPSQD
 BQ0276
 BQ0276                          STATION DESCRIPTION
 BQ0276
 BQ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0276'7.2 MI NW FROM VALENTINE.
 BQ0276'ABOUT 7.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0276'FROM THE STATION AT VALENTINE, 7 FEET SOUTHEAST OF MILEPOST 675, 42
 BQ0276'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 117 FEET NORTHEAST OF THE CENTER
 BQ0276'LINE OF THE HIGHWAY, 1 1/2 RAILS SOUTHEAST OF A WOODEN BRIDGE, 2 1/2
 BQ0276'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE
 BQ0276'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 BQ0276'INCHES.
 BQ0276
 BQ0276                          STATION RECOVERY (1981)
 BQ0276
 BQ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0276'10.5 KM (6.55 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0276'IN VALENTINE, AT A HIGHWAY CULVERT AND WOODEN BRIDGE, 35.7 METERS
 BQ0276'(117.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.8 METERS
 BQ0276'(42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 BQ0276'AND 2.1 METERS (7.0 FT) SOUTHEAST OF RAILROAD MILE POST 675.
 BQ0276'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0276'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0276
 BQ0276                          STATION RECOVERY (1996)
 BQ0276
 BQ0276'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0238 ***********************************************************************
 AZ0238  DESIGNATION -  K 1111
 AZ0238  PID         -  AZ0238
 AZ0238  STATE/COUNTY-  TX/VAL VERDE
 AZ0238  USGS QUAD   -  SHUMLA (1973)
 AZ0238
 AZ0238                         *CURRENT SURVEY CONTROL
 AZ0238  ___________________________________________________________________
 AZ0238* NAD 83(1986)-  29 47 01.     (N)    101 24 36.     (W)     SCALED    
 AZ0238* NAVD 88     -       424.189  (meters)    1391.69   (feet)  ADJUSTED  
 AZ0238  ___________________________________________________________________
 AZ0238  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AZ0238  DYNAMIC HT  -         423.571 (meters)    1389.67  (feet)  COMP
 AZ0238  MODELED GRAV-     979,174.8   (mgal)                       NAVD 88
 AZ0238
 AZ0238  VERT ORDER  -  FIRST     CLASS II
 AZ0238
 AZ0238.The horizontal coordinates were scaled from a topographic map and have
 AZ0238.an estimated accuracy of +/- 6 seconds.
 AZ0238
 AZ0238.The orthometric height was determined by differential leveling
 AZ0238.and adjusted by the National Geodetic Survey in June 1991..
 AZ0238
 AZ0238.The geoid height was determined by GEOID03.
 AZ0238
 AZ0238.The dynamic height is computed by dividing the NAVD 88
 AZ0238.geopotential number by the normal gravity value computed on the
 AZ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0238.degrees latitude (g = 980.6199 gals.).
 AZ0238
 AZ0238.The modeled gravity was interpolated from observed gravity values.
 AZ0238
 AZ0238;                    North         East    Units  Estimated Accuracy
 AZ0238;SPC TXSC     - 4,218,550.      367,010.      MT  (+/- 180 meters Scaled)
 AZ0238
 AZ0238                          SUPERSEDED SURVEY CONTROL
 AZ0238
 AZ0238  NGVD 29 (??/??/92)  424.067  (m)         1391.29   (f) ADJ UNCH    1 2
 AZ0238
 AZ0238.Superseded values are not recommended for survey control.
 AZ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0238.See file dsdata.txt to determine how the superseded data were derived.
 AZ0238
 AZ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT670972(NAD 83)
 AZ0238_MARKER: DB = BENCH MARK DISK
 AZ0238_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0238_SP_SET: OUTCROP
 AZ0238_STAMPING: K 1111 1957
 AZ0238_MARK LOGO: CGS   
 AZ0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0238+STABILITY: POSITION/ELEVATION WELL
 AZ0238
 AZ0238  HISTORY     - Date     Condition        Report By
 AZ0238  HISTORY     - 1957     MONUMENTED       CGS
 AZ0238  HISTORY     - 1958     GOOD             NGS
 AZ0238  HISTORY     - 1981     GOOD             NGS
 AZ0238  HISTORY     - 20010607 GOOD             USPSQD
 AZ0238
 AZ0238                          STATION DESCRIPTION
 AZ0238
 AZ0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0238'10.95 MI E FROM LANGTRY.
 AZ0238'ABOUT 10.95 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0238'THE STATION AT LANGTRY, 280 FEET SOUTH OF THE 4TH POLE EAST OF
 AZ0238'MILEPOST 432, IN THE TOP OF A FLAT ROCK OUTCROP, 321 FEET SOUTH OF THE
 AZ0238'SOUTH RAIL OF THE MAIN TRACK, 223 FEET SOUTH OF THE CENTER LINE OF U.
 AZ0238'S. HIGHWAY 90, 168 FEET SOUTH OF THE SOUTH HIGHWAY RIGHT OF WAY FENCE,
 AZ0238'90 FEET WEST OF THE CENTER LINE OF A SHALLOW BED ROCK WASH, ABOUT
 AZ0238'FLUSH WITH THE GROUND, AND ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK.
 AZ0238
 AZ0238                          STATION RECOVERY (1981)
 AZ0238
 AZ0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0238'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0238'OFFICE IN LANGTRY, THENCE 16.4 KM (10.2 MI) EASTERLY ALONG U.S.
 AZ0238'HIGHWAY 90, 0.2 KM (0.1 MI) EAST OF RAILROAD MILEPOST 432, IN A 50 BY
 AZ0238'100 FT EXPOSED AREA OF OUTCROPPING BEDROCK ON THE NORTHEAST SLOPE OF A
 AZ0238'SMALL RIDGE, 64.9 METERS (212.9 FT) SOUTH OF THE CENTERLINE OF THE
 AZ0238'HIGHWAY, 32.6 METERS (107.0 FT) SOUTH OF A FENCE AND 27.4 METERS
 AZ0238'(89.9 FT) WEST OF THE CENTER OF A SHALLOW WASH.
 AZ0238'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 AZ0238
 AZ0238                          STATION RECOVERY (2001)
 AZ0238
 AZ0238'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0278 ***********************************************************************
 AZ0278  DESIGNATION -  K 1112
 AZ0278  PID         -  AZ0278
 AZ0278  STATE/COUNTY-  TX/VAL VERDE
 AZ0278  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0278
 AZ0278                         *CURRENT SURVEY CONTROL
 AZ0278  ___________________________________________________________________
 AZ0278* NAD 83(1986)-  29 30 21.     (N)    101 01 19.     (W)     SCALED    
 AZ0278* NAVD 88     -       313.045  (meters)    1027.05   (feet)  POSTED    
 AZ0278  ___________________________________________________________________
 AZ0278  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0278  DYNAMIC HT  -         312.590 (meters)    1025.56  (feet)  COMP
 AZ0278  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 AZ0278
 AZ0278  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AZ0278
 AZ0278.The horizontal coordinates were scaled from a topographic map and have
 AZ0278.an estimated accuracy of +/- 6 seconds.
 AZ0278
 AZ0278.The orthometric height was determined by differential leveling
 AZ0278.and adjusted by the National Geodetic Survey in 1992..
 AZ0278.No vertical observational check was made to the station.
 AZ0278.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AZ0278.was located on a no-check spur therefore a value was not computed.
 AZ0278
 AZ0278.The geoid height was determined by GEOID03.
 AZ0278
 AZ0278.The dynamic height is computed by dividing the NAVD 88
 AZ0278.geopotential number by the normal gravity value computed on the
 AZ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0278.degrees latitude (g = 980.6199 gals.).
 AZ0278
 AZ0278.The modeled gravity was interpolated from observed gravity values.
 AZ0278
 AZ0278;                    North         East    Units  Estimated Accuracy
 AZ0278;SPC TXSC     - 4,187,050.      403,990.      MT  (+/- 180 meters Scaled)
 AZ0278
 AZ0278                          SUPERSEDED SURVEY CONTROL
 AZ0278
 AZ0278  NGVD 29 (??/??/92)  312.972  (m)         1026.81   (f) ADJ UNCH    1 2
 AZ0278
 AZ0278.Superseded values are not recommended for survey control.
 AZ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0278.See file dsdata.txt to determine how the superseded data were derived.
 AZ0278
 AZ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT040657(NAD 83)
 AZ0278_MARKER: DB = BENCH MARK DISK
 AZ0278_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0278_SP_SET: LEDGE
 AZ0278_STAMPING: K 1112 1957
 AZ0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0278+STABILITY: POSITION/ELEVATION WELL
 AZ0278
 AZ0278  HISTORY     - Date     Condition        Report By
 AZ0278  HISTORY     - 1957     MONUMENTED       CGS
 AZ0278  HISTORY     - 1958     GOOD             NGS
 AZ0278  HISTORY     - 1972     MARK NOT FOUND   USGS
 AZ0278
 AZ0278                          STATION DESCRIPTION
 AZ0278
 AZ0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0278'17.2 MI SE FROM COMSTOCK.
 AZ0278'ABOUT 16.2 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0278'FROM THE STATION AT COMSTOCK, THENCE 1.0 MILE EAST ALONG A DIRT ROAD
 AZ0278'TO THE CROSSING OF THE OLD ABANDONED RAILROAD GRADE, IN THE TOP OF A
 AZ0278'LARGE ROCK LEDGE ON THE NORTH SLOPE OF A HILL, 55 FEET SOUTH OF THE
 AZ0278'CENTER LINE OF THE ROAD, 42 FEET WEST OF THE CENTER LINE OF THE OLD
 AZ0278'GRADE, ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD, AND ABOUT 3 FEET
 AZ0278'BELOW THE LEVEL OF THE OLD GRADE.  NOTE-- AREA UNDER WATER.
 AZ0278
 AZ0278                          STATION RECOVERY (1972)
 AZ0278
 AZ0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AZ0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0340 ***********************************************************************
 AZ0340  DESIGNATION -  K 1113
 AZ0340  PID         -  AZ0340
 AZ0340  STATE/COUNTY-  TX/TERRELL
 AZ0340  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0340
 AZ0340                         *CURRENT SURVEY CONTROL
 AZ0340  ___________________________________________________________________
 AZ0340* NAD 83(1986)-  29 57 38.     (N)    101 45 01.     (W)     SCALED    
 AZ0340* NAVD 88     -       532.143  (meters)    1745.87   (feet)  ADJUSTED  
 AZ0340  ___________________________________________________________________
 AZ0340  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AZ0340  DYNAMIC HT  -         531.359 (meters)    1743.30  (feet)  COMP
 AZ0340  MODELED GRAV-     979,152.3   (mgal)                       NAVD 88
 AZ0340
 AZ0340  VERT ORDER  -  FIRST     CLASS II
 AZ0340
 AZ0340.The horizontal coordinates were scaled from a topographic map and have
 AZ0340.an estimated accuracy of +/- 6 seconds.
 AZ0340
 AZ0340.The orthometric height was determined by differential leveling
 AZ0340.and adjusted by the National Geodetic Survey in June 1991..
 AZ0340
 AZ0340.The geoid height was determined by GEOID03.
 AZ0340
 AZ0340.The dynamic height is computed by dividing the NAVD 88
 AZ0340.geopotential number by the normal gravity value computed on the
 AZ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0340.degrees latitude (g = 980.6199 gals.).
 AZ0340
 AZ0340.The modeled gravity was interpolated from observed gravity values.
 AZ0340
 AZ0340;                    North         East    Units  Estimated Accuracy
 AZ0340;SPC TXSC     - 4,238,880.      334,580.      MT  (+/- 180 meters Scaled)
 AZ0340
 AZ0340                          SUPERSEDED SURVEY CONTROL
 AZ0340
 AZ0340  NGVD 29 (??/??/92)  532.001  (m)         1745.41   (f) ADJ UNCH    1 2
 AZ0340
 AZ0340.Superseded values are not recommended for survey control.
 AZ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0340.See file dsdata.txt to determine how the superseded data were derived.
 AZ0340
 AZ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU345175(NAD 83)
 AZ0340_MARKER: DB = BENCH MARK DISK
 AZ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0340_STAMPING: K 1113 1957
 AZ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0340+STABILITY: SURFACE MOTION
 AZ0340
 AZ0340  HISTORY     - Date     Condition        Report By
 AZ0340  HISTORY     - 1957     MONUMENTED       CGS
 AZ0340  HISTORY     - 1958     GOOD             NGS
 AZ0340
 AZ0340                          STATION DESCRIPTION
 AZ0340
 AZ0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0340'15.35 MI NW FROM LANGTRY.
 AZ0340'ABOUT 15.35 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0340'FROM THE STATION AT LANGTRY, 24 FEET SOUTH OF THE 5TH POLE NORTHWEST
 AZ0340'OF MILEPOST 458, 56 FEET WEST-SOUTHWEST OF THE NEAR RAIL, 4 RAILS
 AZ0340'NORTH-NORTHWEST OF THE NEAR END OF A SHALLOW CUT, 3 FEET WEST OF THE
 AZ0340'WEST RIGHT OF WAY FENCE, 2 1/2 FEET NORTHWEST OF A CONCRETE WITNESS
 AZ0340'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 AZ0340'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0427 ***********************************************************************
 BP0427  DESIGNATION -  K 1114
 BP0427  PID         -  BP0427
 BP0427  STATE/COUNTY-  TX/JEFF DAVIS
 BP0427  USGS QUAD   -  ALPINE NORTH (1972)
 BP0427
 BP0427                         *CURRENT SURVEY CONTROL
 BP0427  ___________________________________________________________________
 BP0427* NAD 83(1986)-  30 28 23.     (N)    103 43 37.     (W)     SCALED    
 BP0427* NAVD 88     -      1353.169  (meters)    4439.52   (feet)  ADJUSTED  
 BP0427  ___________________________________________________________________
 BP0427  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 BP0427  DYNAMIC HT  -        1351.007 (meters)    4432.43  (feet)  COMP
 BP0427  MODELED GRAV-     978,995.9   (mgal)                       NAVD 88
 BP0427  OBS GRAVITY -     978,994.8   (mgal)                       GRAV_OBS
 BP0427
 BP0427  VERT ORDER  -  FIRST     CLASS I
 BP0427
 BP0427.The horizontal coordinates were scaled from a topographic map and have
 BP0427.an estimated accuracy of +/- 6 seconds.
 BP0427
 BP0427.The orthometric height was determined by differential leveling
 BP0427.and adjusted by the National Geodetic Survey in June 1991..
 BP0427
 BP0427.The geoid height was determined by GEOID03.
 BP0427
 BP0427.The dynamic height is computed by dividing the NAVD 88
 BP0427.geopotential number by the normal gravity value computed on the
 BP0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0427.degrees latitude (g = 980.6199 gals.).
 BP0427
 BP0427.The modeled gravity was interpolated from observed gravity values.
 BP0427.The observed gravity was obtained from relative gravimeter ties
 BP0427.to the IGSN71 gravity network.
 BP0427
 BP0427;                    North         East    Units  Estimated Accuracy
 BP0427;SPC TX C     - 3,094,360.      374,200.      MT  (+/- 180 meters Scaled)
 BP0427
 BP0427                          SUPERSEDED SURVEY CONTROL
 BP0427
 BP0427  NGVD 29 (??/??/92) 1352.715  (m)         4438.03   (f) ADJ UNCH    1 1
 BP0427
 BP0427.Superseded values are not recommended for survey control.
 BP0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0427.See file dsdata.txt to determine how the superseded data were derived.
 BP0427
 BP0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP222718(NAD 83)
 BP0427_MARKER: DB = BENCH MARK DISK
 BP0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0427_STAMPING: K 1114 1958
 BP0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0427+STABILITY: SURFACE MOTION
 BP0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0427+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 BP0427
 BP0427  HISTORY     - Date     Condition        Report By
 BP0427  HISTORY     - 1958     MONUMENTED       CGS
 BP0427  HISTORY     - 1977     GOOD             NGS
 BP0427  HISTORY     - 1981     GOOD             NGS
 BP0427  HISTORY     - 1988     GOOD             USPSQD
 BP0427  HISTORY     - 1989     GOOD             USPSQD
 BP0427  HISTORY     - 19961007 GOOD             USPSQD
 BP0427  HISTORY     - 20030419 GOOD             USPSQD
 BP0427
 BP0427                          STATION DESCRIPTION
 BP0427
 BP0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0427'8.9 MI NW FROM ALPINE.
 BP0427'ABOUT 8.9 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0427'NEW ORLEANS RAILROAD STATION AT ALPINE, 0.1 MILE SOUTHEAST OF A DOUBLE
 BP0427'CHANNEL CONCRETE CULVERT, 48 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 BP0427'THE HIGHWAY, AT THE NORTHWEST END OF A CURVE ON A SLIGHT HILL, 1 1/2
 BP0427'FEET SOUTHWEST OF A FENCE, 1 1/2 FEET SOUTHEAST OF A CONCRETE WITNESS
 BP0427'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BP0427
 BP0427                          STATION RECOVERY (1977)
 BP0427
 BP0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0427'RECOVERED IN GOOD CONDITION.
 BP0427
 BP0427                          STATION RECOVERY (1981)
 BP0427
 BP0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0427'RECOVERED IN GOOD CONDITION.
 BP0427
 BP0427                          STATION RECOVERY (1988)
 BP0427
 BP0427'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0427'RECOVERED IN GOOD CONDITION.
 BP0427
 BP0427                          STATION RECOVERY (1989)
 BP0427
 BP0427'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0427'RECOVERED IN GOOD CONDITION.
 BP0427
 BP0427                          STATION RECOVERY (1996)
 BP0427
 BP0427'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0427'RECOVERED IN GOOD CONDITION.
 BP0427
 BP0427                          STATION RECOVERY (2003)
 BP0427
 BP0427'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BP0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0495 ***********************************************************************
 BP0495  DESIGNATION -  K 1115
 BP0495  PID         -  BP0495
 BP0495  STATE/COUNTY-  TX/REEVES
 BP0495  USGS QUAD   -  TOYAHVALE (1972)
 BP0495
 BP0495                         *CURRENT SURVEY CONTROL
 BP0495  ___________________________________________________________________
 BP0495* NAD 83(1986)-  30 54 54.     (N)    103 47 24.     (W)     SCALED    
 BP0495* NAVD 88     -      1056.538  (meters)    3466.33   (feet)  POSTED    
 BP0495  ___________________________________________________________________
 BP0495  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 BP0495  DYNAMIC HT  -        1054.920 (meters)    3461.02  (feet)  COMP
 BP0495  MODELED GRAV-     979,071.3   (mgal)                       NAVD 88
 BP0495
 BP0495  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0495
 BP0495.The horizontal coordinates were scaled from a topographic map and have
 BP0495.an estimated accuracy of +/- 6 seconds.
 BP0495
 BP0495.The orthometric height was determined by differential leveling
 BP0495.and adjusted by the National Geodetic Survey in 1992..
 BP0495.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0495.rate of 1.1 thru 2.0 mm/km.
 BP0495
 BP0495.The geoid height was determined by GEOID03.
 BP0495
 BP0495.The dynamic height is computed by dividing the NAVD 88
 BP0495.geopotential number by the normal gravity value computed on the
 BP0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0495.degrees latitude (g = 980.6199 gals.).
 BP0495
 BP0495.The modeled gravity was interpolated from observed gravity values.
 BP0495
 BP0495;                    North         East    Units  Estimated Accuracy
 BP0495;SPC TX C     - 3,143,520.      369,670.      MT  (+/- 180 meters Scaled)
 BP0495
 BP0495                          SUPERSEDED SURVEY CONTROL
 BP0495
 BP0495  NGVD 29 (??/??/92) 1056.186  (m)         3465.17   (f) ADJ UNCH    2 0
 BP0495
 BP0495.Superseded values are not recommended for survey control.
 BP0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0495.See file dsdata.txt to determine how the superseded data were derived.
 BP0495
 BP0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ156208(NAD 83)
 BP0495_MARKER: DB = BENCH MARK DISK
 BP0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0495_STAMPING: K 1115 1958
 BP0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0495+STABILITY: SURFACE MOTION
 BP0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0495+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 BP0495
 BP0495  HISTORY     - Date     Condition        Report By
 BP0495  HISTORY     - 1958     MONUMENTED       CGS
 BP0495  HISTORY     - 19961011 GOOD             USPSQD
 BP0495  HISTORY     - 20050729 GOOD             USPSQD
 BP0495
 BP0495                          STATION DESCRIPTION
 BP0495
 BP0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0495'2.15 MI S FROM TOYAHVALE.
 BP0495'ABOUT 2.15 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0495'TOYAHVALE, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.85 MILE
 BP0495'NORTH OF THE JEFF DAVIS-REEVES COUNTY LINE, 224 FEET NORTH OF THE
 BP0495'CENTER LINE OF A TRAIL ROAD LEADING NORTHWEST, 219 FEET NORTH OF A
 BP0495'CONCRETE HIGHWAY MARKER NUMBER 108+56 AT A TEE-FENCE CORNER, 1 1/2
 BP0495'FEET EAST OF A FENCE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 BP0495'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BP0495
 BP0495                          STATION RECOVERY (1996)
 BP0495
 BP0495'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0495'RECOVERED IN GOOD CONDITION.
 BP0495
 BP0495                          STATION RECOVERY (2005)
 BP0495
 BP0495'RECOVERY NOTE BY US POWER SQUADRON 2005 (BEL)
 BP0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0424 ***********************************************************************
 CC0424  DESIGNATION -  K 1116
 CC0424  PID         -  CC0424
 CC0424  STATE/COUNTY-  TX/REEVES
 CC0424  USGS QUAD   -  VERHALEN NORTH (1971)
 CC0424
 CC0424                         *CURRENT SURVEY CONTROL
 CC0424  ___________________________________________________________________
 CC0424* NAD 83(1986)-  31 07 36.     (N)    103 35 38.     (W)     SCALED    
 CC0424* NAVD 88     -       854.627  (meters)    2803.89   (feet)  POSTED    
 CC0424  ___________________________________________________________________
 CC0424  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CC0424  DYNAMIC HT  -         853.370 (meters)    2799.76  (feet)  COMP
 CC0424  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 CC0424
 CC0424  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CC0424
 CC0424.The horizontal coordinates were scaled from a topographic map and have
 CC0424.an estimated accuracy of +/- 6 seconds.
 CC0424
 CC0424.The orthometric height was determined by differential leveling
 CC0424.and adjusted by the National Geodetic Survey in 1992..
 CC0424.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CC0424.rate of 3.1 thru 4.0 mm/km.
 CC0424
 CC0424.The geoid height was determined by GEOID03.
 CC0424
 CC0424.The dynamic height is computed by dividing the NAVD 88
 CC0424.geopotential number by the normal gravity value computed on the
 CC0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0424.degrees latitude (g = 980.6199 gals.).
 CC0424
 CC0424.The modeled gravity was interpolated from observed gravity values.
 CC0424
 CC0424;                    North         East    Units  Estimated Accuracy
 CC0424;SPC TX C     - 3,166,410.      389,100.      MT  (+/- 180 meters Scaled)
 CC0424
 CC0424                          SUPERSEDED SURVEY CONTROL
 CC0424
 CC0424  NGVD 29 (??/??/92)  854.426  (m)         2803.23   (f) ADJ UNCH    2 0
 CC0424
 CC0424.Superseded values are not recommended for survey control.
 CC0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0424.See file dsdata.txt to determine how the superseded data were derived.
 CC0424
 CC0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ340444(NAD 83)
 CC0424_MARKER: DB = BENCH MARK DISK
 CC0424_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CC0424_SP_SET: 12.5 FT
 CC0424_STAMPING: K 1116 1958
 CC0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0424
 CC0424  HISTORY     - Date     Condition        Report By
 CC0424  HISTORY     - 1958     MONUMENTED       CGS
 CC0424
 CC0424                          STATION DESCRIPTION
 CC0424
 CC0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CC0424'7.3 MI NE FROM SARAGOSA.
 CC0424'ABOUT 7.3 MILES NORTHEAST ALONG THE PECOS VALLEY SOUTHERN RAILWAY FROM
 CC0424'THE STATION AT SARAGOSA, 9 1/2 FEET SOUTH OF THE 2ND TELEPHONE POLE
 CC0424'SOUTH OF MILEPOST 22, 46 FEET EAST OF THE EAST RAIL, 51 1/2 FEET WEST
 CC0424'OF THE CENTER LINE OF STATE HIGHWAY 17, 154 FEET NORTHWEST OF AND
 CC0424'ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF THE VERHALEN
 CC0424'MERCHANTILE BUILDING, IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET
 CC0424'NORTH OF A WHITE WOODEN WITNESS POST, ON THE TOP OF A 5/8-INCH COPPER
 CC0424'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 12 1/2 FEET AND IS ENCASED IN
 CC0424'A 4-INCH TILE WHICH PROJECTS 7 INCHES, ABOUT 3 FEET BELOW THE LEVEL OF
 CC0424'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0290 ***********************************************************************
 CD0290  DESIGNATION -  K 1117
 CD0290  PID         -  CD0290
 CD0290  STATE/COUNTY-  TX/CULBERSON
 CD0290  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0290
 CD0290                         *CURRENT SURVEY CONTROL
 CD0290  ___________________________________________________________________
 CD0290* NAD 83(1986)-  31 45 56.     (N)    104 53 32.     (W)     SCALED    
 CD0290* NAVD 88     -      1189.120  (meters)    3901.30   (feet)  ADJUSTED  
 CD0290  ___________________________________________________________________
 CD0290  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CD0290  DYNAMIC HT  -        1187.319 (meters)    3895.40  (feet)  COMP
 CD0290  MODELED GRAV-     979,084.2   (mgal)                       NAVD 88
 CD0290
 CD0290  VERT ORDER  -  FIRST     CLASS I
 CD0290
 CD0290.The horizontal coordinates were scaled from a topographic map and have
 CD0290.an estimated accuracy of +/- 6 seconds.
 CD0290
 CD0290.The orthometric height was determined by differential leveling
 CD0290.and adjusted by the National Geodetic Survey in June 1991..
 CD0290
 CD0290.The geoid height was determined by GEOID03.
 CD0290
 CD0290.The dynamic height is computed by dividing the NAVD 88
 CD0290.geopotential number by the normal gravity value computed on the
 CD0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0290.degrees latitude (g = 980.6199 gals.).
 CD0290
 CD0290.The modeled gravity was interpolated from observed gravity values.
 CD0290
 CD0290;                    North         East    Units  Estimated Accuracy
 CD0290;SPC TX C     - 3,241,530.      268,260.      MT  (+/- 180 meters Scaled)
 CD0290
 CD0290                          SUPERSEDED SURVEY CONTROL
 CD0290
 CD0290  NGVD 29 (??/??/92) 1188.574  (m)         3899.51   (f) ADJ UNCH    1 1
 CD0290
 CD0290.Superseded values are not recommended for survey control.
 CD0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0290.See file dsdata.txt to determine how the superseded data were derived.
 CD0290
 CD0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER102144(NAD 83)
 CD0290_MARKER: DB = BENCH MARK DISK
 CD0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0290_STAMPING: K 1117 1958
 CD0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0290+STABILITY: SURFACE MOTION
 CD0290
 CD0290  HISTORY     - Date     Condition        Report By
 CD0290  HISTORY     - 1958     MONUMENTED       CGS
 CD0290  HISTORY     - 1977     GOOD             NGS
 CD0290
 CD0290                          STATION DESCRIPTION
 CD0290
 CD0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0290'90.95 MI E FROM EL PASO.
 CD0290'ABOUT 89.9 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0290'JUNCTION OF LOOP 16 AT EL PASO, THENCE 1.05 MILES EAST ALONG THE OLD
 CD0290'HIGHWAY.  55 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT
 CD0290'0.1 MILE NORTH OF A SMALL BUILDING, 18 FEET EAST OF THE CENTER LINE OF
 CD0290'A DIRT ROAD, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 CD0290'A DIRT ROAD, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 CD0290'THE OLD HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 CD0290'INCHES.
 CD0290
 CD0290                          STATION RECOVERY (1977)
 CD0290
 CD0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0290'9.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0290'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.4
 CD0290'MILES SOUTH ALONG STATE HIGHWAY 54, THENCE 2.45 MILES SOUTHWEST
 CD0290'ALONG A PAVED ROAD ( OLD HIGHWAYS 62 AND 180 ),
 CD0290'0.1 MILE NORTHEAST OF A SMALL BUILDING, 55 FT. SOUTH OF THE
 CD0290'CENTER LINE OF THE ROAD, 58 FT. EAST OF THE CENTER LINE OF A
 CD0290'DIRT ROAD LEADING SOUTH TO A SMALL BUILDING, NOTE= MARK MAY ALSO
 CD0290'BE REACHED BY GOING 13.1 MILES WEST ALONG U.S. HIGHWAYS 62 AND 180
 CD0290'FROM THE STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.0
 CD0290'MILE EAST ALONG THE OLD ROUTE OF HIGHWAYS 62 AND 180.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0146 ***********************************************************************
 CE0146  DESIGNATION -  K 1118
 CE0146  PID         -  CE0146
 CE0146  STATE/COUNTY-  TX/EL PASO
 CE0146  USGS QUAD   -  FORT BLISS SE (1994)
 CE0146
 CE0146                         *CURRENT SURVEY CONTROL
 CE0146  ___________________________________________________________________
 CE0146* NAD 83(1986)-  31 48 20.     (N)    106 16 19.     (W)     SCALED    
 CE0146* NAVD 88     -      1215.286  (meters)    3987.15   (feet)  POSTED    
 CE0146  ___________________________________________________________________
 CE0146  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CE0146  DYNAMIC HT  -        1213.430 (meters)    3981.06  (feet)  COMP
 CE0146  MODELED GRAV-     979,067.3   (mgal)                       NAVD 88
 CE0146
 CE0146  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CE0146
 CE0146.The horizontal coordinates were scaled from a topographic map and have
 CE0146.an estimated accuracy of +/- 6 seconds.
 CE0146
 CE0146.The orthometric height was determined by differential leveling
 CE0146.and adjusted by the National Geodetic Survey in 1992..
 CE0146.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CE0146.rate of 4.1 thru 8.0 mm/km.
 CE0146
 CE0146.The geoid height was determined by GEOID03.
 CE0146
 CE0146.The dynamic height is computed by dividing the NAVD 88
 CE0146.geopotential number by the normal gravity value computed on the
 CE0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0146.degrees latitude (g = 980.6199 gals.).
 CE0146
 CE0146.The modeled gravity was interpolated from observed gravity values.
 CE0146
 CE0146;                    North         East    Units  Estimated Accuracy
 CE0146;SPC TX C     - 3,252,120.      137,940.      MT  (+/- 180 meters Scaled)
 CE0146
 CE0146                          SUPERSEDED SURVEY CONTROL
 CE0146
 CE0146  NGVD 29 (??/??/92) 1214.651  (m)         3985.07   (f) ADJ UNCH    1 2
 CE0146
 CE0146.Superseded values are not recommended for survey control.
 CE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0146.See file dsdata.txt to determine how the superseded data were derived.
 CE0146
 CE0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR796195(NAD 83)
 CE0146_MARKER: DB = BENCH MARK DISK
 CE0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0146_STAMPING: K 1118 1958
 CE0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0146+STABILITY: SURFACE MOTION
 CE0146
 CE0146  HISTORY     - Date     Condition        Report By
 CE0146  HISTORY     - 1958     MONUMENTED       CGS
 CE0146  HISTORY     - 1972     GOOD             NGS
 CE0146  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0146
 CE0146                          STATION DESCRIPTION
 CE0146
 CE0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0146'8.8 MI E FROM EL PASO.
 CE0146'ABOUT 8.8 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0146'OF LOOP 16 AT EL PASO, 73 FEET SOUTH OF THE CENTER LINE OF THE
 CE0146'HIGHWAY, ABOUT 0.15 MILE WEST OF THE CREST OF A HILL, 126 FEET SOUTH
 CE0146'OF AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 140, 2 FEET NORTH OF
 CE0146'A CONCRETE WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 CE0146'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CE0146
 CE0146                          STATION RECOVERY (1972)
 CE0146
 CE0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CE0146'RECOVERED IN GOOD CONDITION.
 CE0146
 CE0146                          STATION RECOVERY (1981)
 CE0146
 CE0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0147 ***********************************************************************
 CE0147  DESIGNATION -  K 1118 RESET
 CE0147  PID         -  CE0147
 CE0147  STATE/COUNTY-  TX/EL PASO
 CE0147  USGS QUAD   -  FORT BLISS SE (1994)
 CE0147
 CE0147                         *CURRENT SURVEY CONTROL
 CE0147  ___________________________________________________________________
 CE0147* NAD 83(1986)-  31 48 22.     (N)    106 16 22.     (W)     SCALED    
 CE0147* NAVD 88     -      1215.261  (meters)    3987.07   (feet)  ADJUSTED  
 CE0147  ___________________________________________________________________
 CE0147  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CE0147  DYNAMIC HT  -        1213.401 (meters)    3980.97  (feet)  COMP
 CE0147  MODELED GRAV-     979,067.3   (mgal)                       NAVD 88
 CE0147
 CE0147  VERT ORDER  -  FIRST     CLASS I
 CE0147
 CE0147.The horizontal coordinates were scaled from a topographic map and have
 CE0147.an estimated accuracy of +/- 6 seconds.
 CE0147
 CE0147.The orthometric height was determined by differential leveling
 CE0147.and adjusted by the National Geodetic Survey in November 1996..
 CE0147
 CE0147.The geoid height was determined by GEOID03.
 CE0147
 CE0147.The dynamic height is computed by dividing the NAVD 88
 CE0147.geopotential number by the normal gravity value computed on the
 CE0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0147.degrees latitude (g = 980.6199 gals.).
 CE0147
 CE0147.The modeled gravity was interpolated from observed gravity values.
 CE0147
 CE0147;                    North         East    Units  Estimated Accuracy
 CE0147;SPC TX C     - 3,252,190.      137,860.      MT  (+/- 180 meters Scaled)
 CE0147
 CE0147                          SUPERSEDED SURVEY CONTROL
 CE0147
 CE0147  NAVD 88 (06/15/91) 1215.236  (m)         3986.99   (f) UNKNOWN     1 1
 CE0147
 CE0147.Superseded values are not recommended for survey control.
 CE0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0147.See file dsdata.txt to determine how the superseded data were derived.
 CE0147
 CE0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR795196(NAD 83)
 CE0147_MARKER: DV = VERTICAL CONTROL DISK
 CE0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0147_SP_SET: CONCRETE POST
 CE0147_STAMPING: K 1118 RESET 1972
 CE0147_MARK LOGO: NGS   
 CE0147_PROJECTION: PROJECTING 15 CENTIMETERS
 CE0147_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0147+STABILITY: SURFACE MOTION
 CE0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0147+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0147
 CE0147  HISTORY     - Date     Condition        Report By
 CE0147  HISTORY     - 1972     MONUMENTED       NGS
 CE0147  HISTORY     - 1981     GOOD             NGS
 CE0147  HISTORY     - 19921117 GOOD             NGS
 CE0147
 CE0147                          STATION DESCRIPTION
 CE0147
 CE0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 CE0147'9 MI ENE FROM EL PASO.
 CE0147'FROM THE INTERSECTION OF MONTANA AVE. (U.S. HWYS. 62 AND 180) AND
 CE0147'AIRPORT ROAD, WHICH IS LOCATED ON THE EAST EDGE OF EL PASO.  GO
 CE0147'EASTERLY ON MONTANA AVE.  (U.S. HWYS. 62 AND 180) FOR 7.05 MILES TO
 CE0147'MARK ON THE LEFT.  NOTE-- THIS IS JUST AFTER PASSING THE D - C
 CE0147'WRECKING YARD ON THE RIGHT.  A STANDARD BENCH MARK DISK, SET IN THE
 CE0147'TOP OF A ROUND CONCRETE POST THAT PROJECTS 6-INCHES AND IS STAMPED K
 CE0147'1118 RESET 1972.  IT IS 50 FEET NORTH OF THE CENTER-LINE OF HIGHWAY, 4
 CE0147'FEET WEST OF UTILITY POLE NO. 40 AND 2.8 FEET EAST OF A METAL WITNESS
 CE0147'POST.
 CE0147
 CE0147                          STATION RECOVERY (1981)
 CE0147
 CE0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0147'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CE0147'14.8 KM (9.2 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0147'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0147'0.5 KM (0.3 MI) WEST OF LOOP 375 SOUTH, 0.2 KM (0.15 MI) EAST OF D-C
 CE0147'WRECKING OF EL PASO (12000 MONTANA AVENUE), 15.1 METERS (49.6 FT)
 CE0147'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND
 CE0147'1.4 METERS (4.5 FT) WEST OF UTILITY POLE NUMBER 40.
 CE0147'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 CE0147
 CE0147                          STATION RECOVERY (1992)
 CE0147
 CE0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0147'14.8 KM (9.20 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0147'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 0.5 KM (0.30 MI) WEST
 CE0147'OF THE INTERSECTION OF LOOP 375 SOUTH, 0.2 KM (0.10 MI) EAST OF B-C
 CE0147'WRECKING OF EL PASO AT 12000 MONTANA AVENUE, 15.1 M (49.5 FT) NORTH
 CE0147'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.4 M
 CE0147'(4.6 FT) WEST OF UTILITY POLE NUMBER 40, 1.0 M (3.3 FT) BELOW THE
 CE0147'LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) EAST OF A WITNESS POST, AND THE
 CE0147'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0478 ***********************************************************************
 CD0478  DESIGNATION -  K 1119
 CD0478  PID         -  CD0478
 CD0478  STATE/COUNTY-  TX/HUDSPETH
 CD0478  USGS QUAD   -  MICKEY DRAW EAST (1984)
 CD0478
 CD0478                         *CURRENT SURVEY CONTROL
 CD0478  ___________________________________________________________________
 CD0478* NAD 83(1986)-  31 48 07.     (N)    105 12 03.     (W)     SCALED    
 CD0478* NAVD 88     -      1173.973  (meters)    3851.61   (feet)  POSTED    
 CD0478  ___________________________________________________________________
 CD0478  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0478  DYNAMIC HT  -        1172.240 (meters)    3845.92  (feet)  COMP
 CD0478  MODELED GRAV-     979,121.7   (mgal)                       NAVD 88
 CD0478
 CD0478  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0478
 CD0478.The horizontal coordinates were scaled from a topographic map and have
 CD0478.an estimated accuracy of +/- 6 seconds.
 CD0478
 CD0478.The orthometric height was determined by differential leveling
 CD0478.and adjusted by the National Geodetic Survey in 1992..
 CD0478.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0478.rate of 0.0 thru 1.0 mm/km.
 CD0478
 CD0478.The geoid height was determined by GEOID03.
 CD0478
 CD0478.The dynamic height is computed by dividing the NAVD 88
 CD0478.geopotential number by the normal gravity value computed on the
 CD0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0478.degrees latitude (g = 980.6199 gals.).
 CD0478
 CD0478.The modeled gravity was interpolated from observed gravity values.
 CD0478
 CD0478;                    North         East    Units  Estimated Accuracy
 CD0478;SPC TX C     - 3,246,800.      239,230.      MT  (+/- 180 meters Scaled)
 CD0478
 CD0478                          SUPERSEDED SURVEY CONTROL
 CD0478
 CD0478  NGVD 29 (??/??/92) 1173.474  (m)         3849.97   (f) ADJ UNCH    2 0
 CD0478
 CD0478.Superseded values are not recommended for survey control.
 CD0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0478.See file dsdata.txt to determine how the superseded data were derived.
 CD0478
 CD0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR809185(NAD 83)
 CD0478_MARKER: DB = BENCH MARK DISK
 CD0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0478_STAMPING: K 1119 1958
 CD0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0478+STABILITY: SURFACE MOTION
 CD0478
 CD0478  HISTORY     - Date     Condition        Report By
 CD0478  HISTORY     - 1958     MONUMENTED       CGS
 CD0478  HISTORY     - 1981     MARK NOT FOUND   USGS
 CD0478
 CD0478                          STATION DESCRIPTION
 CD0478
 CD0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0478'9.45 MI S FROM DELL CITY.
 CD0478'ABOUT 9.45 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0478'DELL CITY, 49 FEET EAST OF THE CENTER LINE OF THE ROAD, 97 FEET EAST
 CD0478'OF AND ACROSS THE ROAD FROM A POWER POLE, 92 FEET NORTH OF A CONCRETE
 CD0478'RIGHT OF WAY MARKER, 2 FEET WEST OF A FENCE, 2 FEET NORTH OF A WHITE
 CD0478'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN
 CD0478'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CD0478
 CD0478                          STATION RECOVERY (1981)
 CD0478
 CD0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CD0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0031 ***********************************************************************
 CU0031  DESIGNATION -  K 112
 CU0031  PID         -  CU0031
 CU0031  STATE/COUNTY-  TX/FISHER
 CU0031  USGS QUAD   -  LONGWORTH (1969)
 CU0031
 CU0031                         *CURRENT SURVEY CONTROL
 CU0031  ___________________________________________________________________
 CU0031* NAD 83(1986)-  32 42 10.     (N)    100 17 07.     (W)     SCALED    
 CU0031* NAVD 88     -       576.215  (meters)    1890.47   (feet)  ADJUSTED  
 CU0031  ___________________________________________________________________
 CU0031  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CU0031  DYNAMIC HT  -         575.456 (meters)    1887.98  (feet)  COMP
 CU0031  MODELED GRAV-     979,305.1   (mgal)                       NAVD 88
 CU0031
 CU0031  VERT ORDER  -  FIRST     CLASS II
 CU0031
 CU0031.The horizontal coordinates were scaled from a topographic map and have
 CU0031.an estimated accuracy of +/- 6 seconds.
 CU0031
 CU0031.The orthometric height was determined by differential leveling
 CU0031.and adjusted by the National Geodetic Survey in June 1991..
 CU0031
 CU0031.The geoid height was determined by GEOID03.
 CU0031
 CU0031.The dynamic height is computed by dividing the NAVD 88
 CU0031.geopotential number by the normal gravity value computed on the
 CU0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0031.degrees latitude (g = 980.6199 gals.).
 CU0031
 CU0031.The modeled gravity was interpolated from observed gravity values.
 CU0031
 CU0031;                    North         East    Units  Estimated Accuracy
 CU0031;SPC TXNC     - 2,116,320.      432,630.      MT  (+/- 180 meters Scaled)
 CU0031
 CU0031                          SUPERSEDED SURVEY CONTROL
 CU0031
 CU0031  NGVD 29 (??/??/92)  576.000  (m)         1889.76   (f) ADJ UNCH    1 2
 CU0031
 CU0031.Superseded values are not recommended for survey control.
 CU0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0031.See file dsdata.txt to determine how the superseded data were derived.
 CU0031
 CU0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB795190(NAD 83)
 CU0031_MARKER: DB = BENCH MARK DISK
 CU0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0031_STAMPING: 1889.76 K 112 1933
 CU0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0031+STABILITY: SURFACE MOTION
 CU0031
 CU0031  HISTORY     - Date     Condition        Report By
 CU0031  HISTORY     - 1933     MONUMENTED       CGS
 CU0031  HISTORY     - 1958     MARK NOT FOUND   NGS
 CU0031  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0031
 CU0031                          STATION DESCRIPTION
 CU0031
 CU0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0031'2.6 MI SW FROM SYLVESTER.
 CU0031'2.6 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 CU0031'SYLVESTER, FISHER COUNTY, AT MILEAGE 621.4, 1/4 MILE SOUTHWEST OF A
 CU0031'BRIDGE, AND 50 FEET SOUTHEAST OF THE TRACK.  A STANDARD DISK, STAMPED
 CU0031'1889.76 K 112 1933 AND SET IN THE TOP OF A CONCRETE POST.
 CU0031
 CU0031                          STATION RECOVERY (1961)
 CU0031
 CU0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CU0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0143 ***********************************************************************
 CV0143  DESIGNATION -  K 1120
 CV0143  PID         -  CV0143
 CV0143  STATE/COUNTY-  TX/ANDREWS
 CV0143  USGS QUAD   -  FIGURE SEVEN RANCH (1971)
 CV0143
 CV0143                         *CURRENT SURVEY CONTROL
 CV0143  ___________________________________________________________________
 CV0143* NAD 83(1986)-  32 08 18.     (N)    102 54 30.     (W)     SCALED    
 CV0143* NAVD 88     -       972.037  (meters)    3189.09   (feet)  ADJUSTED  
 CV0143  ___________________________________________________________________
 CV0143  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CV0143  DYNAMIC HT  -         970.685 (meters)    3184.66  (feet)  COMP
 CV0143  MODELED GRAV-     979,215.5   (mgal)                       NAVD 88
 CV0143
 CV0143  VERT ORDER  -  SECOND    CLASS 0
 CV0143
 CV0143.The horizontal coordinates were scaled from a topographic map and have
 CV0143.an estimated accuracy of +/- 6 seconds.
 CV0143
 CV0143.The orthometric height was determined by differential leveling
 CV0143.and adjusted by the National Geodetic Survey in June 1991..
 CV0143
 CV0143.The geoid height was determined by GEOID03.
 CV0143
 CV0143.The dynamic height is computed by dividing the NAVD 88
 CV0143.geopotential number by the normal gravity value computed on the
 CV0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0143.degrees latitude (g = 980.6199 gals.).
 CV0143
 CV0143.The modeled gravity was interpolated from observed gravity values.
 CV0143
 CV0143;                    North         East    Units  Estimated Accuracy
 CV0143;SPC TXNC     - 2,061,030.      184,190.      MT  (+/- 180 meters Scaled)
 CV0143
 CV0143                          SUPERSEDED SURVEY CONTROL
 CV0143
 CV0143  NGVD 29 (??/??/92)  971.630  (m)         3187.76   (f) ADJ UNCH    2 0
 CV0143
 CV0143.Superseded values are not recommended for survey control.
 CV0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0143.See file dsdata.txt to determine how the superseded data were derived.
 CV0143
 CV0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR972576(NAD 83)
 CV0143_MARKER: DB = BENCH MARK DISK
 CV0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0143_STAMPING: K 1120 1958
 CV0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0143+STABILITY: SURFACE MOTION
 CV0143
 CV0143  HISTORY     - Date     Condition        Report By
 CV0143  HISTORY     - 1958     MONUMENTED       CGS
 CV0143
 CV0143                          STATION DESCRIPTION
 CV0143
 CV0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0143'17.2 MI E FROM JAL, NEW MEXICO.
 CV0143'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0143'STATION AT JAL, THENCE 16.5 MILES EAST ALONG STATE HIGHWAY 128, 59
 CV0143'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE
 CV0143'SOUTH RIGHT OF WAY FENCE, 3 FEET WEST OF A METAL WITNESS POST, ABOUT
 CV0143'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 9
 CV0143'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0175 ***********************************************************************
 CV0175  DESIGNATION -  K 1125
 CV0175  PID         -  CV0175
 CV0175  STATE/COUNTY-  TX/ANDREWS
 CV0175  USGS QUAD   -  ANDREWS (1970)
 CV0175
 CV0175                         *CURRENT SURVEY CONTROL
 CV0175  ___________________________________________________________________
 CV0175* NAD 83(1986)-  32 19 28.     (N)    102 30 43.     (W)     SCALED    
 CV0175* NAVD 88     -       960.341  (meters)    3150.72   (feet)  POSTED    
 CV0175  ___________________________________________________________________
 CV0175  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CV0175  DYNAMIC HT  -         959.000 (meters)    3146.32  (feet)  COMP
 CV0175  MODELED GRAV-     979,214.3   (mgal)                       NAVD 88
 CV0175
 CV0175  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0175
 CV0175.The horizontal coordinates were scaled from a topographic map and have
 CV0175.an estimated accuracy of +/- 6 seconds.
 CV0175
 CV0175.The orthometric height was determined by differential leveling
 CV0175.and adjusted by the National Geodetic Survey in 1992..
 CV0175.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0175.rate of 3.1 thru 4.0 mm/km.
 CV0175
 CV0175.The geoid height was determined by GEOID03.
 CV0175
 CV0175.The dynamic height is computed by dividing the NAVD 88
 CV0175.geopotential number by the normal gravity value computed on the
 CV0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0175.degrees latitude (g = 980.6199 gals.).
 CV0175
 CV0175.The modeled gravity was interpolated from observed gravity values.
 CV0175
 CV0175;                    North         East    Units  Estimated Accuracy
 CV0175;SPC TXNC     - 2,080,150.      222,350.      MT  (+/- 180 meters Scaled)
 CV0175
 CV0175                          SUPERSEDED SURVEY CONTROL
 CV0175
 CV0175  NGVD 29 (??/??/92)  959.915  (m)         3149.32   (f) ADJ UNCH    2 0
 CV0175
 CV0175.Superseded values are not recommended for survey control.
 CV0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0175.See file dsdata.txt to determine how the superseded data were derived.
 CV0175
 CV0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR342791(NAD 83)
 CV0175_MARKER: DB = BENCH MARK DISK
 CV0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0175_STAMPING: K 1125 1958
 CV0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0175+STABILITY: SURFACE MOTION
 CV0175
 CV0175  HISTORY     - Date     Condition        Report By
 CV0175  HISTORY     - 1958     MONUMENTED       CGS
 CV0175  HISTORY     - 20030801 MARK NOT FOUND   TXDOT
 CV0175
 CV0175                          STATION DESCRIPTION
 CV0175
 CV0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0175'2.15 MI E FROM ANDREWS.
 CV0175'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0175'COURTHOUSE AT ANDREWS, THENCE 2.05 MILES EAST ALONG STATE HIGHWAY 176,
 CV0175'61 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 245 FEET
 CV0175'SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 176 AND 115, 156 FEET
 CV0175'NORTHEAST OF THE CENTER LINE OF A PAVED ROAD, 14 FEET SOUTHWEST OF A
 CV0175'POWER POLE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 CV0175'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0175'PROJECTING 1 FOOT.
 CV0175
 CV0175                          STATION RECOVERY (2003)
 CV0175
 CV0175'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0107 ***********************************************************************
 CV0107  DESIGNATION -  K 1126
 CV0107  PID         -  CV0107
 CV0107  STATE/COUNTY-  TX/MARTIN
 CV0107  USGS QUAD   -  BIRD RANCH (1966)
 CV0107
 CV0107                         *CURRENT SURVEY CONTROL
 CV0107  ___________________________________________________________________
 CV0107* NAD 83(1986)-  32 15 38.     (N)    102 09 07.     (W)     SCALED    
 CV0107* NAVD 88     -       876.827  (meters)    2876.72   (feet)  ADJUSTED  
 CV0107  ___________________________________________________________________
 CV0107  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CV0107  DYNAMIC HT  -         875.596 (meters)    2872.68  (feet)  COMP
 CV0107  MODELED GRAV-     979,206.0   (mgal)                       NAVD 88
 CV0107
 CV0107  VERT ORDER  -  SECOND    CLASS 0
 CV0107
 CV0107.The horizontal coordinates were scaled from a topographic map and have
 CV0107.an estimated accuracy of +/- 6 seconds.
 CV0107
 CV0107.The orthometric height was determined by differential leveling
 CV0107.and adjusted by the National Geodetic Survey in June 1991..
 CV0107
 CV0107.The geoid height was determined by GEOID03.
 CV0107
 CV0107.The dynamic height is computed by dividing the NAVD 88
 CV0107.geopotential number by the normal gravity value computed on the
 CV0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0107.degrees latitude (g = 980.6199 gals.).
 CV0107
 CV0107.The modeled gravity was interpolated from observed gravity values.
 CV0107
 CV0107;                    North         East    Units  Estimated Accuracy
 CV0107;SPC TXNC     - 2,071,840.      255,980.      MT  (+/- 180 meters Scaled)
 CV0107
 CV0107                          SUPERSEDED SURVEY CONTROL
 CV0107
 CV0107  NGVD 29 (??/??/92)  876.469  (m)         2875.55   (f) ADJ UNCH    2 0
 CV0107
 CV0107.Superseded values are not recommended for survey control.
 CV0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0107.See file dsdata.txt to determine how the superseded data were derived.
 CV0107
 CV0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR682728(NAD 83)
 CV0107_MARKER: DB = BENCH MARK DISK
 CV0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0107_STAMPING: K 1126 1958
 CV0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0107+STABILITY: SURFACE MOTION
 CV0107
 CV0107  HISTORY     - Date     Condition        Report By
 CV0107  HISTORY     - 1958     MONUMENTED       CGS
 CV0107  HISTORY     - 20021111 POOR             INDIV
 CV0107  HISTORY     - 20030103 POOR             TXDOT
 CV0107
 CV0107                          STATION DESCRIPTION
 CV0107
 CV0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0107'18.65 MI NW FROM MIDLAND.
 CV0107'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0107'MIDLAND, THENCE 18.55 MILES NORTHWEST ALONG STATE HIGHWAY 349, 64 FEET
 CV0107'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.3 MILE SOUTHEAST
 CV0107'OF CONCRETE CULVERT, 3 FEET SOUTHEAST OF A CONCRETE RIGHT OF WAY
 CV0107'MARKER, 1 FOOT SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE, 2 FEET
 CV0107'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CV0107'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 CV0107
 CV0107                          STATION RECOVERY (2002)
 CV0107
 CV0107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CLW)
 CV0107'IT LOOKS LIKE THE MARKER WAS MOVED AROUND BY A PIECE OF HEAVY
 CV0107'EQUIPMENT, AND NEED SOME ATTENTION.
 CV0107
 CV0107                          STATION RECOVERY (2003)
 CV0107
 CV0107'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0107'DISK STILL INTACT, CONCRETE POST DISTURBED, LEANING SOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0112 ***********************************************************************
 CV0112  DESIGNATION -  K 1127
 CV0112  PID         -  CV0112
 CV0112  STATE/COUNTY-  TX/MARTIN
 CV0112  USGS QUAD   -  BIRD RANCH (1966)
 CV0112
 CV0112                         *CURRENT SURVEY CONTROL
 CV0112  ___________________________________________________________________
 CV0112* NAD 83(1986)-  32 20 47.     (N)    102 09 38.     (W)     SCALED    
 CV0112* NAVD 88     -       885.020  (meters)    2903.60   (feet)  ADJUSTED  
 CV0112  ___________________________________________________________________
 CV0112  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CV0112  DYNAMIC HT  -         883.784 (meters)    2899.55  (feet)  COMP
 CV0112  MODELED GRAV-     979,212.0   (mgal)                       NAVD 88
 CV0112
 CV0112  VERT ORDER  -  SECOND    CLASS 0
 CV0112
 CV0112.The horizontal coordinates were scaled from a topographic map and have
 CV0112.an estimated accuracy of +/- 6 seconds.
 CV0112
 CV0112.The orthometric height was determined by differential leveling
 CV0112.and adjusted by the National Geodetic Survey in June 1991..
 CV0112
 CV0112.The geoid height was determined by GEOID03.
 CV0112
 CV0112.The dynamic height is computed by dividing the NAVD 88
 CV0112.geopotential number by the normal gravity value computed on the
 CV0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0112.degrees latitude (g = 980.6199 gals.).
 CV0112
 CV0112.The modeled gravity was interpolated from observed gravity values.
 CV0112
 CV0112;                    North         East    Units  Estimated Accuracy
 CV0112;SPC TXNC     - 2,081,380.      255,500.      MT  (+/- 180 meters Scaled)
 CV0112
 CV0112                          SUPERSEDED SURVEY CONTROL
 CV0112
 CV0112  NGVD 29 (??/??/92)  884.668  (m)         2902.45   (f) ADJ UNCH    2 0
 CV0112
 CV0112.Superseded values are not recommended for survey control.
 CV0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0112.See file dsdata.txt to determine how the superseded data were derived.
 CV0112
 CV0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR672823(NAD 83)
 CV0112_MARKER: DB = BENCH MARK DISK
 CV0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0112_STAMPING: K 1127 1958
 CV0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0112+STABILITY: SURFACE MOTION
 CV0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CV0112+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2003
 CV0112
 CV0112  HISTORY     - Date     Condition        Report By
 CV0112  HISTORY     - 1958     MONUMENTED       CGS
 CV0112  HISTORY     - 20030103 GOOD             TXDOT
 CV0112
 CV0112                          STATION DESCRIPTION
 CV0112
 CV0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0112'24.8 MI NW FROM MIDLAND.
 CV0112'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0112'MIDLAND, THENCE 24.7 MILES NORTHWEST ALONG STATE HIGHWAY 349, 59 FEET
 CV0112'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.25 MILE NORTHEAST
 CV0112'OF A CULVERT, 1 FOOT NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, 3
 CV0112'FEET NORTHEAST OF A WHITE WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 CV0112'OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CV0112
 CV0112                          STATION RECOVERY (2003)
 CV0112
 CV0112'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (JCW)
 CV0112'FIBERGLASS WITNESS POST WITH NGS DECAL LOCATED 1.5 FEET SOUTHEAST OF
 CV0112'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0720 ***********************************************************************
 CU0720  DESIGNATION -  K 1128
 CU0720  PID         -  CU0720
 CU0720  STATE/COUNTY-  TX/DAWSON
 CU0720  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0720
 CU0720                         *CURRENT SURVEY CONTROL
 CU0720  ___________________________________________________________________
 CU0720* NAD 83(1986)-  32 42 38.     (N)    101 57 16.     (W)     SCALED    
 CU0720* NAVD 88     -       906.546  (meters)    2974.23   (feet)  ADJUSTED  
 CU0720  ___________________________________________________________________
 CU0720  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CU0720  DYNAMIC HT  -         905.336 (meters)    2970.26  (feet)  COMP
 CU0720  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 CU0720
 CU0720  VERT ORDER  -  SECOND    CLASS 0
 CU0720
 CU0720.The horizontal coordinates were scaled from a topographic map and have
 CU0720.an estimated accuracy of +/- 6 seconds.
 CU0720
 CU0720.The orthometric height was determined by differential leveling
 CU0720.and adjusted by the National Geodetic Survey in June 1991..
 CU0720
 CU0720.The geoid height was determined by GEOID03.
 CU0720
 CU0720.The dynamic height is computed by dividing the NAVD 88
 CU0720.geopotential number by the normal gravity value computed on the
 CU0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0720.degrees latitude (g = 980.6199 gals.).
 CU0720
 CU0720.The modeled gravity was interpolated from observed gravity values.
 CU0720
 CU0720;                    North         East    Units  Estimated Accuracy
 CU0720;SPC TXNC     - 2,121,080.      276,220.      MT  (+/- 180 meters Scaled)
 CU0720
 CU0720                          SUPERSEDED SURVEY CONTROL
 CU0720
 CU0720  NGVD 29 (??/??/92)  906.21   (m)         2973.1    (f) COMPUTED    2 0
 CU0720
 CU0720.Superseded values are not recommended for survey control.
 CU0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0720.See file dsdata.txt to determine how the superseded data were derived.
 CU0720
 CU0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB230230(NAD 83)
 CU0720_MARKER: DB = BENCH MARK DISK
 CU0720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0720_SP_SET: FOUNDATION
 CU0720_STAMPING: K 1128 1958
 CU0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CU0720+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003
 CU0720
 CU0720  HISTORY     - Date     Condition        Report By
 CU0720  HISTORY     - 1958     MONUMENTED       CGS
 CU0720  HISTORY     - 20030207 GOOD             TXDOT
 CU0720
 CU0720                          STATION DESCRIPTION
 CU0720
 CU0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CU0720'1.95 MI SW FROM LAMESA.
 CU0720'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CU0720'AT LAMESA, THENCE 1.45 MILES SOUTH ALONG STATE HIGHWAY 349, IN THE TOP
 CU0720'OF THE EAST CORNER OF THE CONCRETE FOUNDATION SUPPORTING THE SOUTHEAST
 CU0720'LEG OF A TELEVISION RELAY TOWER, 90 FEET WEST OF THE CENTER LINE OF
 CU0720'THE HIGHWAY, 22 FEET NORTH OF THE NORTHEAST CORNER OF THE BELL
 CU0720'TELEPHONE OFFICE BUILDING, AND ABOUT LEVEL WITH THE HIGHWAY. NOTE--
 CU0720'THE TOWER IS ABOUT 300 FEET HIGH.
 CU0720
 CU0720                          STATION RECOVERY (2003)
 CU0720
 CU0720'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CU0720'ORIGINAL RELAY TOWER AND BUILDING HAVE BEEN REMOVED. DISK IS STILL IN
 CU0720'ORIGINAL TOWER LEG FOOTING, IN NEW CONCRETE PARKING LOT ON EAST SIDE
 CU0720'OF NEW ATT PHONE BUILDING. WEST SIDE OF INTERSECTION OF STATE HIGHWAY
 CU0720'349 AND HOUSTON AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0404 ***********************************************************************
 CC0404  DESIGNATION -  K 1129
 CC0404  PID         -  CC0404
 CC0404  STATE/COUNTY-  TX/REEVES
 CC0404  USGS QUAD   -  SOTOL HILL (1970)
 CC0404
 CC0404                         *CURRENT SURVEY CONTROL
 CC0404  ___________________________________________________________________
 CC0404* NAD 83(1986)-  31 03 49.     (N)    103 59 53.     (W)     SCALED    
 CC0404* NAVD 88     -      1165.140  (meters)    3822.63   (feet)  POSTED    
 CC0404  ___________________________________________________________________
 CC0404  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 CC0404  DYNAMIC HT  -        1163.350 (meters)    3816.76  (feet)  COMP
 CC0404  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 CC0404
 CC0404  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CC0404
 CC0404.The horizontal coordinates were scaled from a topographic map and have
 CC0404.an estimated accuracy of +/- 6 seconds.
 CC0404
 CC0404.The orthometric height was determined by differential leveling
 CC0404.and adjusted by the National Geodetic Survey in 1992..
 CC0404.No vertical observational check was made to the station.
 CC0404.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CC0404.was located on a no-check spur therefore a value was not computed.
 CC0404
 CC0404.The geoid height was determined by GEOID03.
 CC0404
 CC0404.The dynamic height is computed by dividing the NAVD 88
 CC0404.geopotential number by the normal gravity value computed on the
 CC0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0404.degrees latitude (g = 980.6199 gals.).
 CC0404
 CC0404.The modeled gravity was interpolated from observed gravity values.
 CC0404
 CC0404;                    North         East    Units  Estimated Accuracy
 CC0404;SPC TX C     - 3,160,620.      350,340.      MT  (+/- 180 meters Scaled)
 CC0404
 CC0404                          SUPERSEDED SURVEY CONTROL
 CC0404
 CC0404  NGVD 29 (??/??/92) 1164.700  (m)         3821.19   (f) ADJ UNCH    2 0
 CC0404
 CC0404.Superseded values are not recommended for survey control.
 CC0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0404.See file dsdata.txt to determine how the superseded data were derived.
 CC0404
 CC0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ955370(NAD 83)
 CC0404_MARKER: DB = BENCH MARK DISK
 CC0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0404_SP_SET: CURB
 CC0404_STAMPING: K 1129 1958
 CC0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0404
 CC0404  HISTORY     - Date     Condition        Report By
 CC0404  HISTORY     - 1958     MONUMENTED       CGS
 CC0404
 CC0404                          STATION DESCRIPTION
 CC0404
 CC0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CC0404'14.4 MI SE FROM KENT.
 CC0404'ABOUT 3.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0404'STATION AT KENT, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, THENCE 6.8
 CC0404'MILES EAST ALONG U.S. HIGHWAY 80, THENCE 4.1 MILES SOUTHEAST ALONG
 CC0404'U.S. HIGHWAY 290, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 CC0404'CONCRETE CURB OF A SMALL CONCRETE HIGHWAY BRIDGE, 13 FEET SOUTHWEST OF
 CC0404'THE CENTER LINE OF THE HIGHWAY, 155 YARDS WEST-NORTHWEST OF B. M. G
 CC0404'452, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0563 ***********************************************************************
 DO0563  DESIGNATION -  K 113
 DO0563  PID         -  DO0563
 DO0563  STATE/COUNTY-  TX/KNOX
 DO0563  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0563
 DO0563                         *CURRENT SURVEY CONTROL
 DO0563  ___________________________________________________________________
 DO0563* NAD 83(1986)-  33 47 54.     (N)    099 48 17.     (W)     SCALED    
 DO0563* NAVD 88     -       430.891  (meters)    1413.68   (feet)  ADJUSTED  
 DO0563  ___________________________________________________________________
 DO0563  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DO0563  DYNAMIC HT  -         430.389 (meters)    1412.03  (feet)  COMP
 DO0563  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 DO0563
 DO0563  VERT ORDER  -  FIRST     CLASS II
 DO0563
 DO0563.The horizontal coordinates were scaled from a topographic map and have
 DO0563.an estimated accuracy of +/- 6 seconds.
 DO0563
 DO0563.The orthometric height was determined by differential leveling
 DO0563.and adjusted by the National Geodetic Survey in June 1991..
 DO0563
 DO0563.The geoid height was determined by GEOID03.
 DO0563
 DO0563.The dynamic height is computed by dividing the NAVD 88
 DO0563.geopotential number by the normal gravity value computed on the
 DO0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0563.degrees latitude (g = 980.6199 gals.).
 DO0563
 DO0563.The modeled gravity was interpolated from observed gravity values.
 DO0563
 DO0563;                    North         East    Units  Estimated Accuracy
 DO0563;SPC TXNC     - 2,237,140.      479,190.      MT  (+/- 180 meters Scaled)
 DO0563
 DO0563                          SUPERSEDED SURVEY CONTROL
 DO0563
 DO0563  NGVD 29 (??/??/92)  430.742  (m)         1413.19   (f) ADJ UNCH    1 2
 DO0563
 DO0563.Superseded values are not recommended for survey control.
 DO0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0563.See file dsdata.txt to determine how the superseded data were derived.
 DO0563
 DO0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC255400(NAD 83)
 DO0563_MARKER: R = RIVET
 DO0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0563_STAMPING: 1413.193 K 113 1933
 DO0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0563+STABILITY: SURFACE MOTION
 DO0563
 DO0563  HISTORY     - Date     Condition        Report By
 DO0563  HISTORY     - 1933     MONUMENTED       CGS
 DO0563  HISTORY     - 1958     GOOD             NGS
 DO0563
 DO0563                          STATION DESCRIPTION
 DO0563
 DO0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0563'3 MI N FROM TRUSCOTT.
 DO0563'3 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM TRUSCOTT,
 DO0563'KNOX COUNTY, AT MILEAGE 535.3, 0.2 MILE NORTH OF BRIDGE 535.5, 40 FEET
 DO0563'EAST OF THE CENTERLINE OF THE TRACK, AND AT AN ANGLE IN A FENCE, A
 DO0563'STANDARD DISK, STAMPED 1413.193 K 113 1933 AND SET IN THE TOP OF A
 DO0563'CONCRETE POST.  NOTE-- THE MARK IS 25 FEET NORTH OF A CORNER POST AT A
 DO0563'T-FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0372 ***********************************************************************
 EN0372  DESIGNATION -  K 1131
 EN0372  PID         -  EN0372
 EN0372  STATE/COUNTY-  TX/RANDALL
 EN0372  USGS QUAD   -  CANYON (1984)
 EN0372
 EN0372                         *CURRENT SURVEY CONTROL
 EN0372  ___________________________________________________________________
 EN0372* NAD 83(1986)-  34 59 16.     (N)    101 54 52.     (W)     SCALED    
 EN0372* NAVD 88     -      1076.829  (meters)    3532.90   (feet)  ADJUSTED  
 EN0372  ___________________________________________________________________
 EN0372  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 EN0372  DYNAMIC HT  -        1075.527 (meters)    3528.62  (feet)  COMP
 EN0372  MODELED GRAV-     979,388.9   (mgal)                       NAVD 88
 EN0372
 EN0372  VERT ORDER  -  FIRST     CLASS II
 EN0372
 EN0372.The horizontal coordinates were scaled from a topographic map and have
 EN0372.an estimated accuracy of +/- 6 seconds.
 EN0372
 EN0372.The orthometric height was determined by differential leveling
 EN0372.and adjusted by the National Geodetic Survey in June 1991..
 EN0372.WARNING-Repeat measurements at this control monument indicate possible
 EN0372.vertical movement.
 EN0372
 EN0372.The geoid height was determined by GEOID03.
 EN0372
 EN0372.The dynamic height is computed by dividing the NAVD 88
 EN0372.geopotential number by the normal gravity value computed on the
 EN0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0372.degrees latitude (g = 980.6199 gals.).
 EN0372
 EN0372.The modeled gravity was interpolated from observed gravity values.
 EN0372
 EN0372;                    North         East    Units  Estimated Accuracy
 EN0372;SPC TX N     - 1,109,660.      162,160.      MT  (+/- 180 meters Scaled)
 EN0372
 EN0372                          SUPERSEDED SURVEY CONTROL
 EN0372
 EN0372  NGVD 29 (??/??/92) 1076.371  (m)         3531.39   (f) ADJ UNCH    1 2
 EN0372
 EN0372.Superseded values are not recommended for survey control.
 EN0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0372.See file dsdata.txt to determine how the superseded data were derived.
 EN0372
 EN0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD339755(NAD 83)
 EN0372_MARKER: DB = BENCH MARK DISK
 EN0372_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EN0372_STAMPING: K 1131 1958
 EN0372_MARK LOGO: CGS   
 EN0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0372+STABILITY: SURFACE MOTION
 EN0372
 EN0372  HISTORY     - Date     Condition        Report By
 EN0372  HISTORY     - 1958     MONUMENTED       CGS
 EN0372  HISTORY     - 1984     GOOD             NGS
 EN0372
 EN0372                          STATION DESCRIPTION
 EN0372
 EN0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EN0372'1.2 MI NE FROM CANYON.
 EN0372'ABOUT 1.2 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EN0372'FROM THE STATION AT CANYON, 7 TELEPHONE POLES SOUTHWEST OF MILE POST
 EN0372'569, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A
 EN0372'CONCRETE CULVERT, 12 TELEPHONE POLES NORTHEAST OF THE UNDERPASS OF U.
 EN0372'S. HIGHWAY 87, 25 FEET SOUTHEAST OF THE NEAR RAIL OF THE MAIN TRACK,
 EN0372'AND ABOUT 4 FEET BELOW THE TRACK.
 EN0372
 EN0372                          STATION RECOVERY (1984)
 EN0372
 EN0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1251 ***********************************************************************
 CS1251  DESIGNATION -  K 1134
 CS1251  PID         -  CS1251
 CS1251  STATE/COUNTY-  TX/DALLAS
 CS1251  USGS QUAD   -  IRVING (1981)
 CS1251
 CS1251                         *CURRENT SURVEY CONTROL
 CS1251  ___________________________________________________________________
 CS1251* NAD 83(1986)-  32 46 32.     (N)    096 55 02.     (W)     SCALED    
 CS1251* NAVD 88     -       128.336  (meters)     421.05   (feet)  ADJUSTED  
 CS1251  ___________________________________________________________________
 CS1251  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 CS1251  DYNAMIC HT  -         128.189 (meters)     420.57  (feet)  COMP
 CS1251  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 CS1251
 CS1251  VERT ORDER  -  FIRST     CLASS II
 CS1251
 CS1251.The horizontal coordinates were scaled from a topographic map and have
 CS1251.an estimated accuracy of +/- 6 seconds.
 CS1251
 CS1251.The orthometric height was determined by differential leveling
 CS1251.and adjusted by the National Geodetic Survey in June 1991..
 CS1251
 CS1251.The geoid height was determined by GEOID03.
 CS1251
 CS1251.The dynamic height is computed by dividing the NAVD 88
 CS1251.geopotential number by the normal gravity value computed on the
 CS1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1251.degrees latitude (g = 980.6199 gals.).
 CS1251
 CS1251.The modeled gravity was interpolated from observed gravity values.
 CS1251
 CS1251;                    North         East    Units  Estimated Accuracy
 CS1251;SPC TXNC     - 2,124,080.      748,270.      MT  (+/- 180 meters Scaled)
 CS1251
 CS1251                          SUPERSEDED SURVEY CONTROL
 CS1251
 CS1251  NGVD 29 (??/??/92)  128.354  (m)          421.11   (f) ADJ UNCH    1 2
 CS1251
 CS1251.Superseded values are not recommended for survey control.
 CS1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1251.See file dsdata.txt to determine how the superseded data were derived.
 CS1251
 CS1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB950283(NAD 83)
 CS1251_MARKER: DB = BENCH MARK DISK
 CS1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1251_STAMPING: K 1134 1958
 CS1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1251+STABILITY: SURFACE MOTION
 CS1251
 CS1251  HISTORY     - Date     Condition        Report By
 CS1251  HISTORY     - 1958     MONUMENTED       CGS
 CS1251
 CS1251                          STATION DESCRIPTION
 CS1251
 CS1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CS1251'1.45 MI NW FROM EAGLE FORD.
 CS1251'ABOUT 0.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS1251'STATION AT EAGLE FORD, THENCE ABOUT 0.65 MILE NORTH ALONG LOOP 12, 300
 CS1251'FEET WEST OF THE CENTER LINE OF LOOP 12, IN THE CENTER OF A POWER LINE
 CS1251'STEEL TOWER, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP
 CS1251'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0669 ***********************************************************************
 AW0669  DESIGNATION -  K 1137
 AW0669  PID         -  AW0669
 AW0669  STATE/COUNTY-  TX/GALVESTON
 AW0669  USGS QUAD   -  LAKE COMO (1994)
 AW0669
 AW0669                         *CURRENT SURVEY CONTROL
 AW0669  ___________________________________________________________________
 AW0669* NAD 83(1986)-  29 11 39.     (N)    094 57 15.     (W)     SCALED    
 AW0669* NAVD 88     -         3.70   (+/-2cm)      12.1    (feet)  VERTCON   
 AW0669  ___________________________________________________________________
 AW0669  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AW0669
 AW0669  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0669
 AW0669.The horizontal coordinates were scaled from a topographic map and have
 AW0669.an estimated accuracy of +/- 6 seconds.
 AW0669
 AW0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0669.The vertical order pertains to the NGVD 29 superseded value.
 AW0669
 AW0669.The geoid height was determined by GEOID03.
 AW0669
 AW0669;                    North         East    Units  Estimated Accuracy
 AW0669;SPC TXSC     - 4,157,620.      993,350.      MT  (+/- 180 meters Scaled)
 AW0669
 AW0669                          SUPERSEDED SURVEY CONTROL
 AW0669
 AW0669  NGVD 29 (??/??/92)    3.700  (m)           12.14   (f) ADJ UNCH    1 2
 AW0669
 AW0669.Superseded values are not recommended for survey control.
 AW0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0669.See file dsdata.txt to determine how the superseded data were derived.
 AW0669
 AW0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN100310(NAD 83)
 AW0669_MARKER: DB = BENCH MARK DISK
 AW0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0669_SP_SET: CULVERT
 AW0669_STAMPING: K 1137 1958
 AW0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0669+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 AW0669
 AW0669  HISTORY     - Date     Condition        Report By
 AW0669  HISTORY     - 1958     MONUMENTED       CGS
 AW0669  HISTORY     - 1964     GOOD             NGS
 AW0669  HISTORY     - 1977     GOOD             NGS
 AW0669  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0669  HISTORY     - 1987     GOOD             USPSQD
 AW0669  HISTORY     - 1987     GOOD             USPSQD
 AW0669  HISTORY     - 1988     GOOD             USPSQD
 AW0669  HISTORY     - 1988     GOOD             USPSQD
 AW0669  HISTORY     - 1988     GOOD             USPSQD
 AW0669  HISTORY     - 1988     GOOD             USPSQD
 AW0669  HISTORY     - 1988     GOOD             USPSQD
 AW0669  HISTORY     - 1988     GOOD             USPSQD
 AW0669  HISTORY     - 1988     GOOD             USPSQD
 AW0669  HISTORY     - 19890531 GOOD             USPSQD
 AW0669  HISTORY     - 19940915 MARK NOT FOUND   USPSQD
 AW0669  HISTORY     - 20020720 MARK NOT FOUND   USPSQD
 AW0669  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 AW0669  HISTORY     - 20041122 GOOD             USPSQD
 AW0669  HISTORY     - 20051215 GOOD             USPSQD
 AW0669
 AW0669                          STATION DESCRIPTION
 AW0669
 AW0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0669'13.65 MI SW FROM GALVESTON.
 AW0669'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM MOODY CENTER
 AW0669'AT GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4
 AW0669'MILE NORTHWEST ALONG A PAVED ROAD, THENCE 6.9 MILES SOUTHWEST ALONG
 AW0669'STEWART ROAD, ABOUT 0.3 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 AW0669'LEADING SOUTHEAST SET IN THE CENTER OF THE TOP OF THE NORTHWEST
 AW0669'CONCRETE HEAD WALL OF A BOX CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL
 AW0669'OF THE ROAD.
 AW0669
 AW0669                          STATION RECOVERY (1977)
 AW0669
 AW0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AW0669'RECOVERED IN GOOD CONDITION.
 AW0669
 AW0669                          STATION RECOVERY (1978)
 AW0669
 AW0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0669'SEARCHED FOR NOT RECOVERED.
 AW0669
 AW0669                          STATION RECOVERY (1987)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0669'RECOVERED IN GOOD CONDITION.
 AW0669
 AW0669                          STATION RECOVERY (1987)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0669'RECOVERED IN GOOD CONDITION.
 AW0669
 AW0669                          STATION RECOVERY (1988)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0669'RECOVERED IN GOOD CONDITION.
 AW0669
 AW0669                          STATION RECOVERY (1988)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0669'RECOVERED IN GOOD CONDITION.
 AW0669
 AW0669                          STATION RECOVERY (1988)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGG)
 AW0669'RECOVERED IN GOOD CONDITION.
 AW0669
 AW0669                          STATION RECOVERY (1988)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0669'RECOVERED IN GOOD CONDITION.
 AW0669
 AW0669                          STATION RECOVERY (1988)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0669'RECOVERED IN GOOD CONDITION.
 AW0669
 AW0669                          STATION RECOVERY (1988)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0669'RECOVERED IN GOOD CONDITION.
 AW0669
 AW0669                          STATION RECOVERY (1988)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0669'RECOVERED IN GOOD CONDITION.
 AW0669
 AW0669                          STATION RECOVERY (1989)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 1989 (TGO)
 AW0669'RECOVERED IN GOOD CONDITION.
 AW0669
 AW0669                          STATION RECOVERY (1994)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0669'MARK NOT FOUND.
 AW0669
 AW0669                          STATION RECOVERY (2002)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AW0669'UPPER PORTION OF CONCRETE HEADWALL NO LONGER EXISTS
 AW0669
 AW0669                          STATION RECOVERY (2003)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW0669'MARK NOT FOUND.
 AW0669
 AW0669                          STATION RECOVERY (2004)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0669'GO TO N 29 11 40.2 W 094 57 12.7 INSIDE THE PARK BY THE PARKING LOT
 AW0669'ENTRANCE.
 AW0669
 AW0669                          STATION RECOVERY (2005)
 AW0669
 AW0669'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0669'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0523 ***********************************************************************
 AW0523  DESIGNATION -  K 1138
 AW0523  PID         -  AW0523
 AW0523  STATE/COUNTY-  TX/GALVESTON
 AW0523  USGS QUAD   -  GALVESTON (1994)
 AW0523
 AW0523                         *CURRENT SURVEY CONTROL
 AW0523  ___________________________________________________________________
 AW0523* NAD 83(1986)-  29 21 01.     (N)    094 48 55.     (W)     SCALED    
 AW0523* NAVD 88     -         1.54   (+/-2cm)       5.1    (feet)  VERTCON   
 AW0523  ___________________________________________________________________
 AW0523  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW0523
 AW0523  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0523
 AW0523.The horizontal coordinates were scaled from a topographic map and have
 AW0523.an estimated accuracy of +/- 6 seconds.
 AW0523
 AW0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0523.The vertical order pertains to the NGVD 29 superseded value.
 AW0523
 AW0523.The geoid height was determined by GEOID03.
 AW0523
 AW0523;                    North         East    Units  Estimated Accuracy
 AW0523;SPC TXSC     - 4,175,390.    1,006,230.      MT  (+/- 180 meters Scaled)
 AW0523
 AW0523                          SUPERSEDED SURVEY CONTROL
 AW0523
 AW0523  NGVD 29 (??/??/92)    1.535  (m)            5.04   (f) ADJ UNCH    1 2
 AW0523
 AW0523.Superseded values are not recommended for survey control.
 AW0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0523.See file dsdata.txt to determine how the superseded data were derived.
 AW0523
 AW0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN237481(NAD 83)
 AW0523_MARKER: DB = BENCH MARK DISK
 AW0523_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0523_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0523_STAMPING: K 1138 1958
 AW0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0523
 AW0523  HISTORY     - Date     Condition        Report By
 AW0523  HISTORY     - 1958     MONUMENTED       CGS
 AW0523  HISTORY     - 1964     GOOD             NGS
 AW0523  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0523  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0523  HISTORY     - 1988     GOOD             USPSQD
 AW0523  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0523  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0523  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0523  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0523  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW0523  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AW0523  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW0523
 AW0523                          STATION DESCRIPTION
 AW0523
 AW0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0523'9.05 MI N FROM GALVESTON.
 AW0523'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0523'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE 1.3 MILES
 AW0523'NORTHEAST ALONG 51ST STREET, THENCE 1.35 MILES EAST ALONG A SHELL ROAD
 AW0523'LEADING TO THE TODD SHIPYARD, THENCE 0.3 MILE NORTHEAST THROUGH THE
 AW0523'SHIPYARD, THENCE 0.8 MILE NORTHEAST ALONG A DIM SHELL ROAD, THENCE 1.0
 AW0523'MILE NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 2.4 MILES WEST ALONG
 AW0523'THE NORTH SHORE OF PELICAN ISLAND, ABOUT 0.1 MILE EAST OF RANGE LIGHT
 AW0523'NUMBER 9 WHICH IS A METAL TOWER ABOUT 100 YARDS EAST OF THE EAST BANK
 AW0523'OF THE INTRACOASTAL CANAL, ABOUT 0.1 MILE SOUTHWEST OF A SMALL NECK OF
 AW0523'AN ISLAND OFF THE NORTH SHORE OF PELICAN ISLAND, 18 FEET SOUTH OF THE
 AW0523'HIGH WATER LINE ALONG THE NORTH SHORE OF THE ISLAND, A DISK ON THE TOP
 AW0523'OF A 3-INCH IRON PIPE.
 AW0523
 AW0523                          STATION RECOVERY (1978)
 AW0523
 AW0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0523'NOT RECOVERED THIS DATE.
 AW0523
 AW0523                          STATION RECOVERY (1988)
 AW0523
 AW0523'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0523'MARK NOT FOUND.
 AW0523
 AW0523                          STATION RECOVERY (1988)
 AW0523
 AW0523'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0523'RECOVERED IN GOOD CONDITION.
 AW0523
 AW0523                          STATION RECOVERY (1988)
 AW0523
 AW0523'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0523'MARK NOT FOUND.
 AW0523
 AW0523                          STATION RECOVERY (1988)
 AW0523
 AW0523'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW0523'MARK NOT FOUND.
 AW0523
 AW0523                          STATION RECOVERY (1988)
 AW0523
 AW0523'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0523'MARK NOT FOUND.
 AW0523
 AW0523                          STATION RECOVERY (1988)
 AW0523
 AW0523'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0523'MARK NOT FOUND.
 AW0523
 AW0523                          STATION RECOVERY (1999)
 AW0523
 AW0523'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0523'MARK NOT FOUND.
 AW0523
 AW0523                          STATION RECOVERY (2003)
 AW0523
 AW0523'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW0523'MARK NOT FOUND.
 AW0523
 AW0523                          STATION RECOVERY (2005)
 AW0523
 AW0523'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0523'LOTS OF SANDY SPOIL HAS BEEN PUMPED INTO THE AREA. THIS COULD NOT BE
 AW0523'FOUND.
 AW0523'NO WITNESS POST FOUND. NO TOWER TO REFERANCE FROM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0086 ***********************************************************************
 EM0086  DESIGNATION -  K 114
 EM0086  PID         -  EM0086
 EM0086  STATE/COUNTY-  TX/WICHITA
 EM0086  USGS QUAD   -  ELECTRA (1991)
 EM0086
 EM0086                         *CURRENT SURVEY CONTROL
 EM0086  ___________________________________________________________________
 EM0086* NAD 83(1986)-  34 00 57.     (N)    098 53 19.     (W)     SCALED    
 EM0086* NAVD 88     -       346.627  (meters)    1137.23   (feet)  ADJUSTED  
 EM0086  ___________________________________________________________________
 EM0086  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 EM0086  DYNAMIC HT  -         346.244 (meters)    1135.97  (feet)  COMP
 EM0086  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 EM0086
 EM0086  VERT ORDER  -  FIRST     CLASS II
 EM0086
 EM0086.The horizontal coordinates were scaled from a topographic map and have
 EM0086.an estimated accuracy of +/- 6 seconds.
 EM0086
 EM0086.The orthometric height was determined by differential leveling
 EM0086.and adjusted by the National Geodetic Survey in June 1991..
 EM0086
 EM0086.The geoid height was determined by GEOID03.
 EM0086
 EM0086.The dynamic height is computed by dividing the NAVD 88
 EM0086.geopotential number by the normal gravity value computed on the
 EM0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0086.degrees latitude (g = 980.6199 gals.).
 EM0086
 EM0086.The modeled gravity was interpolated from observed gravity values.
 EM0086
 EM0086;                    North         East    Units  Estimated Accuracy
 EM0086;SPC TXNC     - 2,260,580.      564,100.      MT  (+/- 180 meters Scaled)
 EM0086
 EM0086                          SUPERSEDED SURVEY CONTROL
 EM0086
 EM0086  NGVD 29 (??/??/92)  346.551  (m)         1136.98   (f) ADJ UNCH    1 2
 EM0086
 EM0086.Superseded values are not recommended for survey control.
 EM0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0086.See file dsdata.txt to determine how the superseded data were derived.
 EM0086
 EM0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC102639(NAD 83)
 EM0086_MARKER: DB = BENCH MARK DISK
 EM0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EM0086_SP_SET: CULVERT
 EM0086_STAMPING: 1136.976 K 114 1933
 EM0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0086
 EM0086  HISTORY     - Date     Condition        Report By
 EM0086  HISTORY     - 1933     MONUMENTED       CGS
 EM0086  HISTORY     - 1957     GOOD             NGS
 EM0086  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0086  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 EM0086
 EM0086                          STATION DESCRIPTION
 EM0086
 EM0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0086'1.9 MI SE FROM ELECTRA.
 EM0086'1.9 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0086'ELECTRA, WICHITA COUNTY, AT MILEAGE 138.43, AND IN THE SOUTHWEST
 EM0086'HEADWALL OF A CULVERT.  A STANDARD DISK, STAMPED 1136.976 K 114 1933.
 EM0086'NOTE-- IT IS IN THE FIRST CONCRETE CULVERT EAST OF THE NATIONAL TANK
 EM0086'CO.
 EM0086
 EM0086                          STATION RECOVERY (1984)
 EM0086
 EM0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0086'THE CULVERT AT THIS LOCATION HAS BEEN REMOVED.
 EM0086
 EM0086                          STATION RECOVERY (2001)
 EM0086
 EM0086'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3150 ***********************************************************************
 AW3150  DESIGNATION -  K 1140
 AW3150  PID         -  AW3150
 AW3150  STATE/COUNTY-  TX/LIBERTY
 AW3150  USGS QUAD   -  WHITES BAYOU (1994)
 AW3150
 AW3150                         *CURRENT SURVEY CONTROL
 AW3150  ___________________________________________________________________
 AW3150* NAD 83(1986)-  29 55 50.     (N)    094 30 56.     (W)     SCALED    
 AW3150* NAVD 88     -        12.30   (+/-2cm)      40.4    (feet)  VERTCON   
 AW3150  ___________________________________________________________________
 AW3150  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW3150
 AW3150  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3150
 AW3150.The horizontal coordinates were scaled from a topographic map and have
 AW3150.an estimated accuracy of +/- 6 seconds.
 AW3150
 AW3150.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3150.The vertical order pertains to the NGVD 29 superseded value.
 AW3150
 AW3150.The geoid height was determined by GEOID03.
 AW3150
 AW3150;                    North         East    Units  Estimated Accuracy
 AW3150;SPC TX C     - 3,043,940.    1,261,500.      MT  (+/- 180 meters Scaled)
 AW3150
 AW3150                          SUPERSEDED SURVEY CONTROL
 AW3150
 AW3150  NGVD 29 (??/??/92)   12.301  (m)           40.36   (f) ADJ UNCH    1 2
 AW3150
 AW3150.Superseded values are not recommended for survey control.
 AW3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3150.See file dsdata.txt to determine how the superseded data were derived.
 AW3150
 AW3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP537120(NAD 83)
 AW3150_MARKER: DB = BENCH MARK DISK
 AW3150_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3150_SP_SET: 33 FEET
 AW3150_STAMPING: K 1140 1959
 AW3150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3150
 AW3150  HISTORY     - Date     Condition        Report By
 AW3150  HISTORY     - 1959     MONUMENTED       CGS
 AW3150  HISTORY     - 19890927 MARK NOT FOUND   USPSQD
 AW3150
 AW3150                          STATION DESCRIPTION
 AW3150
 AW3150'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3150'11.5 MI SE FROM FELICIA.
 AW3150'ABOUT 0.1 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE D. H. WILLIS RICE
 AW3150'DRIER MILL AT FELICIA, THENCE ABOUT 1.5 MILES SOUTH ALONG FARM ROAD
 AW3150'1009, THENCE ABOUT 2.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 AW3150'ABOUT 4.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE ABOUT 0.65
 AW3150'MILE WEST ALONG A GRADED DIRT ROAD, THENCE ABOUT 2.75 MILES SOUTHEAST
 AW3150'ALONG A GRADED DIRT ROAD, OR ABOUT 2.9 MILES EAST ALONG A PAVED ROAD
 AW3150'FROM THE POST OFFICE AT HANKAMER, THENCE ABOUT 3.3 MILES EAST ALONG
 AW3150'FARM ROAD 1663, THENCE ABOUT 2.1 MILES EAST ALONG A GRADED COUNTY
 AW3150'ROAD, THENCE ABOUT 2.0 MILES NORTH ALONG A COUNTY SHELL ROAD, THENCE
 AW3150'ABOUT 2.0 MILES NORTH ALONG A PRIVATE SHELL ROAD, THENCE ABOUT 2.2
 AW3150'MILES WEST ALONG A PRIVATE DIRT ROAD, AT A CURVE IN THE ROAD WITH
 AW3150'TANGENTS LEADING NORTH AND EAST, 105 FEET NORTH OF THE CENTER LINE OF
 AW3150'THE ROAD LEADING WEST, 162 FEET WEST OF THE EXTENDED CENTER LINE OF
 AW3150'THE ROAD LEADING SOUTH, 13 FEET WEST OF THE CENTER LINE OF A WIRE
 AW3150'GATE, 1 1/2 FEET SOUTH OF A FENCE, 1.0 FEET EAST OF A METAL WITNESS
 AW3150'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 AW3150'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 33 FEET AND IS ENCASED IN A
 AW3150'6-INCH TILE PROJECTING 4 INCHES.
 AW3150
 AW3150                          STATION RECOVERY (1989)
 AW3150
 AW3150'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 AW3150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1268 ***********************************************************************
 AN1268  DESIGNATION -  K 1141
 AN1268  PID         -  AN1268
 AN1268  STATE/COUNTY-  TX/SAN PATRICIO
 AN1268  USGS QUAD   -  SINTON EAST (1979)
 AN1268
 AN1268                         *CURRENT SURVEY CONTROL
 AN1268  ___________________________________________________________________
 AN1268* NAD 83(1986)-  28 01 37.     (N)    097 29 24.     (W)     SCALED    
 AN1268* NAVD 88     -        15.078  (meters)      49.47   (feet)  ADJUSTED  
 AN1268  ___________________________________________________________________
 AN1268  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN1268  DYNAMIC HT  -          15.055 (meters)      49.39  (feet)  COMP
 AN1268  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 AN1268
 AN1268  VERT ORDER  -  FIRST     CLASS I
 AN1268
 AN1268.The horizontal coordinates were scaled from a topographic map and have
 AN1268.an estimated accuracy of +/- 6 seconds.
 AN1268
 AN1268.The orthometric height was determined by differential leveling
 AN1268.and adjusted by the National Geodetic Survey in June 1991..
 AN1268.WARNING-Repeat measurements at this control monument indicate possible
 AN1268.vertical movement.
 AN1268
 AN1268.The geoid height was determined by GEOID03.
 AN1268
 AN1268.The dynamic height is computed by dividing the NAVD 88
 AN1268.geopotential number by the normal gravity value computed on the
 AN1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1268.degrees latitude (g = 980.6199 gals.).
 AN1268
 AN1268.The modeled gravity was interpolated from observed gravity values.
 AN1268
 AN1268;                    North         East    Units  Estimated Accuracy
 AN1268;SPC TX S     - 5,261,910.      399,330.      MT  (+/- 180 meters Scaled)
 AN1268
 AN1268                          SUPERSEDED SURVEY CONTROL
 AN1268
 AN1268  NGVD 29 (??/??/92)   15.256  (m)           50.05   (f) ADJ UNCH    1 1
 AN1268
 AN1268.Superseded values are not recommended for survey control.
 AN1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1268.See file dsdata.txt to determine how the superseded data were derived.
 AN1268
 AN1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS484011(NAD 83)
 AN1268_MARKER: DB = BENCH MARK DISK
 AN1268_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN1268_SP_SET: 23 FT
 AN1268_STAMPING: K 1141 1959
 AN1268_MARK LOGO: CGS   
 AN1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1268+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 AN1268
 AN1268  HISTORY     - Date     Condition        Report By
 AN1268  HISTORY     - 1959     MONUMENTED       CGS
 AN1268  HISTORY     - 1978     GOOD             NGS
 AN1268  HISTORY     - 1981     GOOD             NGS
 AN1268  HISTORY     - 19960728 GOOD             USPSQD
 AN1268  HISTORY     - 19970210 GOOD             NGS
 AN1268
 AN1268                          STATION DESCRIPTION
 AN1268
 AN1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN1268'1.25 MI SE FROM SINTON.
 AN1268'ABOUT 1.25 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AN1268'FROM THE CROSSING OF THE ST. LOUIS, BROWNVILLE AND MEXICO RAILROAD AT
 AN1268'SINTON, 32 FEET NORTHEAST OF THE NORTHEAST RAIL, 45 FEET SOUTHWEST OF
 AN1268'THE CENTER LINE OF A PAVED ROAD, 5 1/2 FEET SOUTHEAST OF MILEPOST 124,
 AN1268'1 FOOT SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE
 AN1268'ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A
 AN1268'5/8-INCH COPPER COATED ROAD WHICH IS DRIVEN TO A DEPTH OF 23 FEET AND
 AN1268'IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 AN1268
 AN1268                          STATION RECOVERY (1978)
 AN1268
 AN1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1268'RECOVERED IN GOOD CONDITION.
 AN1268
 AN1268                          STATION RECOVERY (1981)
 AN1268
 AN1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1268'RECOVERED IN GOOD CONDITION.
 AN1268
 AN1268                          STATION RECOVERY (1996)
 AN1268
 AN1268'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1268'RECOVERED IN GOOD CONDITION.
 AN1268
 AN1268                          STATION RECOVERY (1997)
 AN1268
 AN1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1268'1.7 KM (1.05 MI) SOUTHERLY ALONG BOWE AVENUE FROM THE INTERSECTION OF
 AN1268'U.S.  HIGHWAY 181 IN SINTON, 13.5 M (44.3 FT) SOUTHWEST OF THE AVENUE
 AN1268'CENTER, 9.6 M (31.5 FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN
 AN1268'PACIFIC RAILROAD, 5.8 M (19.0 FT) EAST OF MILEPOST 124, 0.4 M (1.3 FT)
 AN1268'BELOW THE LEVEL OF THE AVENUE, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS
 AN1268'POST, AND 0.3 M (1.0 FT) SOUTH OF A CONCRETE POST.  NOTE--THE DISK IS
 AN1268'ENCASED IN A 6-INCH TILE PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0255 ***********************************************************************
 AB0255  DESIGNATION -  K 1142
 AB0255  PID         -  AB0255
 AB0255  STATE/COUNTY-  TX/CAMERON
 AB0255  USGS QUAD   -  PORT ISABEL (1983)
 AB0255
 AB0255                         *CURRENT SURVEY CONTROL
 AB0255  ___________________________________________________________________
 AB0255* NAD 83(1986)-  26 04 12.     (N)    097 12 06.     (W)     SCALED    
 AB0255* NAVD 88     -         2.158  (meters)       7.08   (feet)  ADJUSTED  
 AB0255  ___________________________________________________________________
 AB0255  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AB0255  DYNAMIC HT  -           2.154 (meters)       7.07  (feet)  COMP
 AB0255  MODELED GRAV-     979,066.9   (mgal)                       NAVD 88
 AB0255
 AB0255  VERT ORDER  -  FIRST     CLASS II
 AB0255
 AB0255.The horizontal coordinates were scaled from a topographic map and have
 AB0255.an estimated accuracy of +/- 6 seconds.
 AB0255
 AB0255.The orthometric height was determined by differential leveling
 AB0255.and adjusted by the National Geodetic Survey in June 1991..
 AB0255.WARNING-Repeat measurements at this control monument indicate possible
 AB0255.vertical movement.
 AB0255
 AB0255.The geoid height was determined by GEOID03.
 AB0255
 AB0255.The dynamic height is computed by dividing the NAVD 88
 AB0255.geopotential number by the normal gravity value computed on the
 AB0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0255.degrees latitude (g = 980.6199 gals.).
 AB0255
 AB0255.The modeled gravity was interpolated from observed gravity values.
 AB0255
 AB0255;                    North         East    Units  Estimated Accuracy
 AB0255;SPC TX S     - 5,045,360.      429,910.      MT  (+/- 180 meters Scaled)
 AB0255
 AB0255                          SUPERSEDED SURVEY CONTROL
 AB0255
 AB0255.No superseded survey control is available for this station.
 AB0255
 AB0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP798846(NAD 83)
 AB0255_MARKER: DB = BENCH MARK DISK
 AB0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0255_SP_SET: ABUTMENT
 AB0255_STAMPING: K 1142 1959
 AB0255_MARK LOGO: CGS   
 AB0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0255+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 AB0255
 AB0255  HISTORY     - Date     Condition        Report By
 AB0255  HISTORY     - 1959     MONUMENTED       CGS
 AB0255  HISTORY     - 1982     GOOD             NGS
 AB0255  HISTORY     - 1987     GOOD             USPSQD
 AB0255  HISTORY     - 1988     GOOD             USPSQD
 AB0255  HISTORY     - 1988     GOOD             USPSQD
 AB0255  HISTORY     - 1988     GOOD             USPSQD
 AB0255  HISTORY     - 19910306 GOOD             USPSQD
 AB0255  HISTORY     - 20040222 GOOD             USPSQD
 AB0255
 AB0255                          STATION DESCRIPTION
 AB0255
 AB0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AB0255'0.75 MI SE FROM PORT ISABEL.
 AB0255'ABOUT 0.75 MILE SOUTHEAST ALONG STATE HIGHWAY 100 FROM THE LIGHTHOUSE
 AB0255'AT PORT ISABEL, ABOUT 0.1 MILE SOUTHEAST OF THE TOLL GATE OF THE QUEEN
 AB0255'ISABEL CAUSEWAY, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 AB0255'ABUTMENT OF THE DRAW BRIDGE, 13 1/2 FEET SOUTHWEST OF THE CENTER LINE
 AB0255'OF THE ROAD, AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE ROAD.
 AB0255
 AB0255                          STATION RECOVERY (1982)
 AB0255
 AB0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0255'1 KM (0.6 MI) SOUTHEAST ALONG OLD STATE HIGHWAY 100 AND SOUTH GARCIA
 AB0255'STREET FROM THE WEST END OF THE NEW STATE HIGHWAY BRIDGE OVER QUEEN
 AB0255'ISABEL CAUSEWAY, SET IN TOP OF THE SOUTHWEST ABUTMENT OF A DRAW
 AB0255'BRIDGE, 4.5 METERS (15.0 FT) SOUTHWEST OF THE CENTER OF THE BRIDGE,
 AB0255'0.46 METERS (1.5 FT) NORTHWEST OF THE SOUTHEAST END OF BRIDGE, AND
 AB0255'17.0 METERS (56.0 FT) NORTHWEST OF THE CENTER OF A PRIVATE BOAT RAMP.
 AB0255'THE MARK IS 0.15 M ABOVE ROAD.
 AB0255
 AB0255                          STATION RECOVERY (1987)
 AB0255
 AB0255'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0255'RECOVERED IN GOOD CONDITION.
 AB0255
 AB0255                          STATION RECOVERY (1988)
 AB0255
 AB0255'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0255'RECOVERED IN GOOD CONDITION.
 AB0255
 AB0255                          STATION RECOVERY (1988)
 AB0255
 AB0255'RECOVERY NOTE BY US POWER SQUADRON 1988 (MRB)
 AB0255'RECOVERED IN GOOD CONDITION.
 AB0255
 AB0255                          STATION RECOVERY (1988)
 AB0255
 AB0255'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AB0255'RECOVERED IN GOOD CONDITION.
 AB0255
 AB0255                          STATION RECOVERY (1991)
 AB0255
 AB0255'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0255'RECOVERED IN GOOD CONDITION.
 AB0255
 AB0255                          STATION RECOVERY (2004)
 AB0255
 AB0255'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AB0255'SET ON TOP OF THE ABUTMENT ON SW SIDE OF THE LONG ISLAND SWING BRIDGE.
 AB0255'14FT2INCHES SW OF THE CENTER OF THE BRIDGE ROAD.  1.5 FT NW OF
 AB0255'CONCRETE ABUTMENT MARKING END OF BRIDGE.  56 FT NW OF CENTERLINE OF A
 AB0255'PRIVATE BOAT RAMP.  THE MARK IS 4.5 INCHES ABOVE ROAD PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0087 ***********************************************************************
 AW0087  DESIGNATION -  K 1143
 AW0087  PID         -  AW0087
 AW0087  STATE/COUNTY-  TX/BRAZORIA
 AW0087  USGS QUAD   -  LAKE JACKSON (1974)
 AW0087
 AW0087                         *CURRENT SURVEY CONTROL
 AW0087  ___________________________________________________________________
 AW0087* NAD 83(1986)-  29 04 07.     (N)    095 25 38.     (W)     SCALED    
 AW0087* NAVD 88     -         4.38   (+/-2cm)      14.4    (feet)  VERTCON   
 AW0087  ___________________________________________________________________
 AW0087  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0087
 AW0087  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0087
 AW0087.The horizontal coordinates were scaled from a topographic map and have
 AW0087.an estimated accuracy of +/- 6 seconds.
 AW0087
 AW0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0087.The vertical order pertains to the NGVD 29 superseded value.
 AW0087
 AW0087.The geoid height was determined by GEOID03.
 AW0087
 AW0087;                    North         East    Units  Estimated Accuracy
 AW0087;SPC TXSC     - 4,142,220.      947,800.      MT  (+/- 180 meters Scaled)
 AW0087
 AW0087                          SUPERSEDED SURVEY CONTROL
 AW0087
 AW0087  NGVD 29 (??/??/92)    4.395  (m)           14.42   (f) ADJ UNCH    1 1
 AW0087
 AW0087.Superseded values are not recommended for survey control.
 AW0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0087.See file dsdata.txt to determine how the superseded data were derived.
 AW0087
 AW0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN637180(NAD 83)
 AW0087_MARKER: DB = BENCH MARK DISK
 AW0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW0087_SP_SET: ABUTMENT
 AW0087_STAMPING: K 1143 1959
 AW0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0087
 AW0087  HISTORY     - Date     Condition        Report By
 AW0087  HISTORY     - 1959     MONUMENTED       CGS
 AW0087  HISTORY     - 1973     GOOD             NGS
 AW0087  HISTORY     - 1978     GOOD             NGS
 AW0087  HISTORY     - 1980     GOOD             LOCSUR
 AW0087  HISTORY     - 1988     GOOD             USPSQD
 AW0087  HISTORY     - 1989     GOOD             USPSQD
 AW0087  HISTORY     - 1990     GOOD             USPSQD
 AW0087  HISTORY     - 19980425 GOOD             USPSQD
 AW0087
 AW0087                          STATION DESCRIPTION
 AW0087
 AW0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0087'3.55 MI NW FROM CLUTE.
 AW0087'3.55 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW0087'CROSSING OF MAIN STREET AT CLUTE, 8 1/2 POLES SOUTH OF MILEPOLE 6, 0.3
 AW0087'MILE NORTH OF THE JUNCTION OF FARM ROAD 2004, DIRECTLY OPPOSITE A
 AW0087'WOODEN RAILROAD TRUSTLE, IN THE TOP AND 1.9 FEET EAST OF THE WEST END
 AW0087'OF THE NORTH CONCRETE ABUTMENT OF COUNTY ROAD 288 BRIDGE OVER BASTROP
 AW0087'BAYOU, 16 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 100.1 FEET
 AW0087'WEST OF THE WEST RAIL, AND ABOUT 2 1/2 FEET LOWER THAN THE ROAD.
 AW0087
 AW0087                          STATION RECOVERY (1978)
 AW0087
 AW0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0087'RECOVERED IN GOOD CONDITION.
 AW0087
 AW0087                          STATION RECOVERY (1980)
 AW0087
 AW0087'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 AW0087'RECOVERED IN GOOD CONDITION.
 AW0087
 AW0087                          STATION RECOVERY (1988)
 AW0087
 AW0087'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW0087'RECOVERED IN GOOD CONDITION.
 AW0087
 AW0087                          STATION RECOVERY (1989)
 AW0087
 AW0087'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0087'RECOVERED IN GOOD CONDITION.
 AW0087
 AW0087                          STATION RECOVERY (1990)
 AW0087
 AW0087'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0087'RECOVERED IN GOOD CONDITION.
 AW0087
 AW0087                          STATION RECOVERY (1998)
 AW0087
 AW0087'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0495 ***********************************************************************
 AW0495  DESIGNATION -  K 1144
 AW0495  PID         -  AW0495
 AW0495  STATE/COUNTY-  TX/GALVESTON
 AW0495  USGS QUAD   -  ALGOA (1974)
 AW0495
 AW0495                         *CURRENT SURVEY CONTROL
 AW0495  ___________________________________________________________________
 AW0495* NAD 83(1986)-  29 23 39.     (N)    095 08 16.     (W)     SCALED    
 AW0495* NAVD 88     -         9.734  (meters)      31.94   (feet)  ADJUSTED  
 AW0495  ___________________________________________________________________
 AW0495  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW0495  DYNAMIC HT  -           9.721 (meters)      31.89  (feet)  COMP
 AW0495  MODELED GRAV-     979,266.3   (mgal)                       NAVD 88
 AW0495
 AW0495  VERT ORDER  -  FIRST     CLASS I
 AW0495
 AW0495.The horizontal coordinates were scaled from a topographic map and have
 AW0495.an estimated accuracy of +/- 6 seconds.
 AW0495
 AW0495.The orthometric height was determined by differential leveling
 AW0495.and adjusted by the National Geodetic Survey in June 1991..
 AW0495
 AW0495.The geoid height was determined by GEOID03.
 AW0495
 AW0495.The dynamic height is computed by dividing the NAVD 88
 AW0495.geopotential number by the normal gravity value computed on the
 AW0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0495.degrees latitude (g = 980.6199 gals.).
 AW0495
 AW0495.The modeled gravity was interpolated from observed gravity values.
 AW0495
 AW0495;                    North         East    Units  Estimated Accuracy
 AW0495;SPC TXSC     - 4,179,170.      974,780.      MT  (+/- 180 meters Scaled)
 AW0495
 AW0495                          SUPERSEDED SURVEY CONTROL
 AW0495
 AW0495  NGVD 29 (12/23/87)    9.731  (m)           31.93   (f) ADJUSTED    1 1
 AW0495
 AW0495.Superseded values are not recommended for survey control.
 AW0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0495.See file dsdata.txt to determine how the superseded data were derived.
 AW0495
 AW0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN925535(NAD 83)
 AW0495_MARKER: DB = BENCH MARK DISK
 AW0495_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0495+WITH SETTING: PAVEMENT
 AW0495_SP_SET: FOUNDATION
 AW0495_STAMPING: K 1144 1959
 AW0495_MARK LOGO: CGS   
 AW0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0495+STABILITY: SURFACE MOTION
 AW0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0495+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 AW0495
 AW0495  HISTORY     - Date     Condition        Report By
 AW0495  HISTORY     - 1959     MONUMENTED       CGS
 AW0495  HISTORY     - 1973     GOOD             NGS
 AW0495  HISTORY     - 1978     GOOD             NGS
 AW0495  HISTORY     - 1987     GOOD             USPSQD
 AW0495  HISTORY     - 1987     GOOD             USPSQD
 AW0495  HISTORY     - 1987     GOOD             USPSQD
 AW0495  HISTORY     - 1987     GOOD             USPSQD
 AW0495  HISTORY     - 1987     GOOD             USPSQD
 AW0495  HISTORY     - 1987     GOOD             NGS
 AW0495  HISTORY     - 1988     GOOD             USPSQD
 AW0495  HISTORY     - 1988     GOOD             USPSQD
 AW0495  HISTORY     - 1988     GOOD             USPSQD
 AW0495  HISTORY     - 1988     GOOD             USPSQD
 AW0495  HISTORY     - 1988     GOOD             USPSQD
 AW0495  HISTORY     - 1988     GOOD             USPSQD
 AW0495  HISTORY     - 1988     GOOD             USPSQD
 AW0495  HISTORY     - 1988     GOOD             USPSQD
 AW0495  HISTORY     - 1988     GOOD             USPSQD
 AW0495  HISTORY     - 1988     GOOD             USPSQD
 AW0495  HISTORY     - 1988     GOOD             USPSQD
 AW0495  HISTORY     - 1989     GOOD             USPSQD
 AW0495  HISTORY     - 1989     GOOD             USPSQD
 AW0495  HISTORY     - 1990     GOOD             USPSQD
 AW0495  HISTORY     - 19990306 GOOD             USPSQD
 AW0495  HISTORY     - 20020109 GOOD             USPSQD
 AW0495  HISTORY     - 20040126 GOOD             USPSQD
 AW0495  HISTORY     - 20050202 GOOD             USPSQD
 AW0495  HISTORY     - 20060405 GOOD             JCLS
 AW0495
 AW0495                          STATION DESCRIPTION
 AW0495
 AW0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0495'2.4 MI W FROM ARCADIA.
 AW0495'2.1 MILES WEST ALONG STATE HIGHWAY 6 FROM THE SANTA FE CONSOLIDATED
 AW0495'HIGH SCHOOL AT ARCADIA, THENCE 0.3 MILE NORTH ALONG TOWER ROAD, AT THE
 AW0495'K.G.U.L. TELEVISION TOWER, IN THE TOP AND APPROXIMATE CENTER OF THE
 AW0495'CONCRETE FOUNDATION OF THE TOWER, AND ABOUT 1 FOOT ABOVE THE GROUND.
 AW0495
 AW0495                          STATION RECOVERY (1978)
 AW0495
 AW0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1987)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1987)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1987)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1987)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1987)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1987)
 AW0495
 AW0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0495'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.0 KM (3.1 MI)
 AW0495'WEST ALONG STATE HIGHWAY 6 FROM THE BANK OF SANTA FE IN SANTA FE,
 AW0495'THENCE 0.5 KM (0.3 MI) NORTH ALONG TOWER ROAD TO THE K.G.U.L.
 AW0495'TELEVISION TOWER AND THE MARK IN THE CENTER OF THE BASE OF THE TOWER.
 AW0495'THE MARK IS 0.30 M ABOVE GROUND.
 AW0495
 AW0495                          STATION RECOVERY (1988)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1988)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1988)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1988)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1988)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (KCS)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1988)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1988)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1988)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1988)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1988)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1988)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1989)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1989)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1990)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (1999)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (2002)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (2004)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (2005)
 AW0495
 AW0495'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0495'RECOVERED IN GOOD CONDITION.
 AW0495
 AW0495                          STATION RECOVERY (2006)
 AW0495
 AW0495'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AW0495'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE
 AW0495'INTERSECTION OF STATE HIGHWAY 6 AND TOWER ROAD IN SANTA FE, TRAVEL
 AW0495'NORTH ON TOWER ROAD FOR O.3 MI TO A DIRT DRIVE, LEFT.  TURN LEFT AND
 AW0495'PROCEED WEST FOR 0.1 MI TO AN ABANDONED BLDG.  PROCEED AROUND THE
 AW0495'BUILDING TO IT'S WEST SIDE AND THE STATION, SET IN THE TOP CENTER OF A
 AW0495'LARGE CONCRETE SLAB.  TELEVISION TOWER NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3175 ***********************************************************************
 AW3175  DESIGNATION -  K 1145
 AW3175  PID         -  AW3175
 AW3175  STATE/COUNTY-  TX/CHAMBERS
 AW3175  USGS QUAD   -  MONROE CITY (1994)
 AW3175
 AW3175                         *CURRENT SURVEY CONTROL
 AW3175  ___________________________________________________________________
 AW3175* NAD 83(1986)-  29 51 33.     (N)    094 30 13.     (W)     SCALED    
 AW3175* NAVD 88     -        10.37   (+/-2cm)      34.0    (feet)  VERTCON   
 AW3175  ___________________________________________________________________
 AW3175  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW3175
 AW3175  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3175
 AW3175.The horizontal coordinates were scaled from a topographic map and have
 AW3175.an estimated accuracy of +/- 6 seconds.
 AW3175
 AW3175.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3175.The vertical order pertains to the NGVD 29 superseded value.
 AW3175
 AW3175.The geoid height was determined by GEOID03.
 AW3175
 AW3175;                    North         East    Units  Estimated Accuracy
 AW3175;SPC TXSC     - 4,232,870.    1,034,300.      MT  (+/- 180 meters Scaled)
 AW3175
 AW3175                          SUPERSEDED SURVEY CONTROL
 AW3175
 AW3175  NGVD 29 (??/??/92)   10.376  (m)           34.04   (f) ADJ UNCH    1 2
 AW3175
 AW3175.Superseded values are not recommended for survey control.
 AW3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3175.See file dsdata.txt to determine how the superseded data were derived.
 AW3175
 AW3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP547041(NAD 83)
 AW3175_MARKER: DB = BENCH MARK DISK
 AW3175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3175_STAMPING: K 1145 1959
 AW3175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3175+STABILITY: SURFACE MOTION
 AW3175
 AW3175  HISTORY     - Date     Condition        Report By
 AW3175  HISTORY     - 1959     MONUMENTED       CGS
 AW3175  HISTORY     - 19881215 MARK NOT FOUND   USPSQD
 AW3175  HISTORY     - 19961113 MARK NOT FOUND   USPSQD
 AW3175  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW3175  HISTORY     - 20040220 MARK NOT FOUND   USPSQD
 AW3175
 AW3175                          STATION DESCRIPTION
 AW3175
 AW3175'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3175'7.5 MI E FROM HANKAMER.
 AW3175'ABOUT 0.2 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE NEW GRADE SCHOOL
 AW3175'AT HANKAMER, THENCE ABOUT 7.3 MILES EAST ALONG FARM ROAD 1663, 74 FEET
 AW3175'SOUTH OF THE CENTER OF A PROPOSED ROAD, 51 1/2 WEST-NORTHWEST OF THE
 AW3175'NORTHWEST CORNER OF A FARMHOUSE, 18 FEET WEST OF THE CENTER LINE OF A
 AW3175'SHELL DRIVEWAY, 14 1/2 FEET NORTH OF A 10-INCH MAPLE TREE, 1 FOOT EAST
 AW3175'OF A FENCE, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AW3175
 AW3175                          STATION RECOVERY (1988)
 AW3175
 AW3175'RECOVERY NOTE BY US POWER SQUADRON 1988 (JV)
 AW3175'MARK NOT FOUND.
 AW3175
 AW3175                          STATION RECOVERY (1996)
 AW3175
 AW3175'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW3175'MARK NOT FOUND.
 AW3175
 AW3175                          STATION RECOVERY (2001)
 AW3175
 AW3175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW3175'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW3175
 AW3175                          STATION RECOVERY (2004)
 AW3175
 AW3175'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1710 ***********************************************************************
 AW1710  DESIGNATION -  K 1147
 AW1710  PID         -  AW1710
 AW1710  STATE/COUNTY-  TX/HARRIS
 AW1710  USGS QUAD   -  PASADENA (1995)
 AW1710
 AW1710                         *CURRENT SURVEY CONTROL
 AW1710  ___________________________________________________________________
 AW1710* NAD 83(1986)-  29 39 59.     (N)    095 13 18.     (W)     SCALED    
 AW1710* NAVD 88     -         8.979  (meters)      29.46   (feet)  ADJUSTED  
 AW1710  ___________________________________________________________________
 AW1710  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1710  DYNAMIC HT  -           8.967 (meters)      29.42  (feet)  COMP
 AW1710  MODELED GRAV-     979,279.2   (mgal)                       NAVD 88
 AW1710
 AW1710  VERT ORDER  -  FIRST     CLASS II
 AW1710
 AW1710.The horizontal coordinates were scaled from a topographic map and have
 AW1710.an estimated accuracy of +/- 6 seconds.
 AW1710
 AW1710.The orthometric height was determined by differential leveling
 AW1710.and adjusted by the National Geodetic Survey in June 1991..
 AW1710
 AW1710.The geoid height was determined by GEOID03.
 AW1710
 AW1710.The dynamic height is computed by dividing the NAVD 88
 AW1710.geopotential number by the normal gravity value computed on the
 AW1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1710.degrees latitude (g = 980.6199 gals.).
 AW1710
 AW1710.The modeled gravity was interpolated from observed gravity values.
 AW1710
 AW1710;                    North         East    Units  Estimated Accuracy
 AW1710;SPC TXSC     - 4,209,060.      965,660.      MT  (+/- 180 meters Scaled)
 AW1710
 AW1710                          SUPERSEDED SURVEY CONTROL
 AW1710
 AW1710  NGVD 29 (12/23/87)    8.976  (m)           29.45   (f) ADJUSTED    1 2
 AW1710
 AW1710.Superseded values are not recommended for survey control.
 AW1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1710.See file dsdata.txt to determine how the superseded data were derived.
 AW1710
 AW1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN849838(NAD 83)
 AW1710_MARKER: DB = BENCH MARK DISK
 AW1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1710_SP_SET: CONCRETE POST
 AW1710_STAMPING: K 1147 1959
 AW1710_MARK LOGO: CGS   
 AW1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1710+STABILITY: SURFACE MOTION
 AW1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1710+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1710
 AW1710  HISTORY     - Date     Condition        Report By
 AW1710  HISTORY     - 1959     MONUMENTED       CGS
 AW1710  HISTORY     - 1973     GOOD             NGS
 AW1710  HISTORY     - 1978     GOOD             NGS
 AW1710  HISTORY     - 1978     GOOD             NGS
 AW1710  HISTORY     - 1983     GOOD             NGS
 AW1710  HISTORY     - 1986     GOOD             NGS
 AW1710  HISTORY     - 1987     GOOD             USPSQD
 AW1710  HISTORY     - 1988     GOOD             USPSQD
 AW1710  HISTORY     - 1988     GOOD             USPSQD
 AW1710  HISTORY     - 1988     GOOD             USPSQD
 AW1710  HISTORY     - 1989     GOOD             USPSQD
 AW1710  HISTORY     - 1989     GOOD             USPSQD
 AW1710  HISTORY     - 1989     GOOD             USPSQD
 AW1710  HISTORY     - 1990     GOOD             USPSQD
 AW1710  HISTORY     - 1990     GOOD             USPSQD
 AW1710  HISTORY     - 1990     GOOD             USPSQD
 AW1710  HISTORY     - 19980307 GOOD             USPSQD
 AW1710  HISTORY     - 20000311 GOOD             USPSQD
 AW1710  HISTORY     - 20010331 GOOD             NGS
 AW1710  HISTORY     - 20030206 GOOD             USPSQD
 AW1710  HISTORY     - 20040308 GOOD             USPSQD
 AW1710  HISTORY     - 20060520 GOOD             USPSQD
 AW1710
 AW1710                          STATION DESCRIPTION
 AW1710
 AW1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1710'0.95 MI E FROM SOUTH HOUSTON.
 AW1710'ABOUT 0.85 MILE EAST ALONG SPENCER HIGHWAY FROM THE INTERSECTION OF
 AW1710'COLLEGE AVE. AND STATE HIGHWAY 3 AT SOUTH HOUSTON, THENCE 0.1 MILE
 AW1710'NORTH ALONG 8TH STREET, ABOUT 0.45 MILE SOUTH OF THE INTERSECTION OF
 AW1710'ALLEN GENOA RD. AND THE POINT WHERE 8TH ST. JOINS SOUTH
 AW1710'HOUSTON-PASADENA RD., 53 FEET SOUTHWEST OF THE CENTER OF THE
 AW1710'INTERSECTION OF AVENUE A, 69 FEET EAST-NORTHEAST OF THE NORTHEAST
 AW1710'CORNER OF A FRAME HOUSE, 32 FEET WEST OF THE CENTER LINE OF 8TH
 AW1710'STREET, 20 1/2 FEET SOUTH OF A LIGHT POLE, ABOUT 2 FEET BELOW THE
 AW1710'LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AW1710'7 INCHES.
 AW1710
 AW1710                          STATION RECOVERY (1978)
 AW1710
 AW1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1978)
 AW1710
 AW1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1983)
 AW1710
 AW1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1986)
 AW1710
 AW1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1987)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1988)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1988)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1988)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1989)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1989)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1989)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1990)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1990)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1990)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (1998)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (2000)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (2001)
 AW1710
 AW1710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1710'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1710
 AW1710                          STATION RECOVERY (2003)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (2004)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1710'RECOVERED IN GOOD CONDITION.
 AW1710
 AW1710                          STATION RECOVERY (2006)
 AW1710
 AW1710'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1710'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0388 ***********************************************************************
 AW0388  DESIGNATION -  K 1148
 AW0388  PID         -  AW0388
 AW0388  STATE/COUNTY-  TX/HARRIS
 AW0388  USGS QUAD   -  JACINTO CITY (1982)
 AW0388
 AW0388                         *CURRENT SURVEY CONTROL
 AW0388  ___________________________________________________________________
 AW0388* NAD 83(1986)-  29 50 56.     (N)    095 10 25.     (W)     SCALED    
 AW0388* NAVD 88     -        12.184  (meters)      39.97   (feet)  ADJUSTED  
 AW0388  ___________________________________________________________________
 AW0388  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0388  DYNAMIC HT  -          12.168 (meters)      39.92  (feet)  COMP
 AW0388  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 AW0388  OBS GRAVITY -     979,296.7   (mgal)                       GRAV_OBS
 AW0388
 AW0388  VERT ORDER  -  FIRST     CLASS I
 AW0388
 AW0388.The horizontal coordinates were scaled from a topographic map and have
 AW0388.an estimated accuracy of +/- 6 seconds.
 AW0388
 AW0388.The orthometric height was determined by differential leveling
 AW0388.and adjusted by the National Geodetic Survey in June 1991..
 AW0388
 AW0388.The geoid height was determined by GEOID03.
 AW0388
 AW0388.The dynamic height is computed by dividing the NAVD 88
 AW0388.geopotential number by the normal gravity value computed on the
 AW0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0388.degrees latitude (g = 980.6199 gals.).
 AW0388
 AW0388.The modeled gravity was interpolated from observed gravity values.
 AW0388.The observed gravity was obtained from relative gravimeter ties
 AW0388.to the IGSN71 gravity network.
 AW0388
 AW0388;                    North         East    Units  Estimated Accuracy
 AW0388;SPC TXSC     - 4,229,430.      969,650.      MT  (+/- 180 meters Scaled)
 AW0388
 AW0388                          SUPERSEDED SURVEY CONTROL
 AW0388
 AW0388  NGVD 29 (12/23/87)   12.182  (m)           39.97   (f) ADJUSTED    1 1
 AW0388
 AW0388.Superseded values are not recommended for survey control.
 AW0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0388.See file dsdata.txt to determine how the superseded data were derived.
 AW0388
 AW0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP900040(NAD 83)
 AW0388_MARKER: DB = BENCH MARK DISK
 AW0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0388_SP_SET: CONCRETE POST
 AW0388_STAMPING: K 1148 1959
 AW0388_MARK LOGO: CGS   
 AW0388_PROJECTION: RECESSED 24 CENTIMETERS
 AW0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0388+STABILITY: SURFACE MOTION
 AW0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0388+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AW0388
 AW0388  HISTORY     - Date     Condition        Report By
 AW0388  HISTORY     - 1959     MONUMENTED       CGS
 AW0388  HISTORY     - 1972     GOOD             NGS
 AW0388  HISTORY     - 1978     GOOD             NGS
 AW0388  HISTORY     - 1983     GOOD             NGS
 AW0388  HISTORY     - 1986     GOOD             NGS
 AW0388  HISTORY     - 1987     GOOD             USPSQD
 AW0388  HISTORY     - 1987     GOOD             USPSQD
 AW0388  HISTORY     - 1988     GOOD             USPSQD
 AW0388  HISTORY     - 19940911 GOOD             USPSQD
 AW0388  HISTORY     - 20050222 GOOD             ENGLE
 AW0388
 AW0388                          STATION DESCRIPTION
 AW0388
 AW0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0388'3.05 MI SW FROM SHELDON.
 AW0388'ABOUT 3.05 MILES SOUTHWEST ALONG U. S. HIGHWAY 90 FROM THE
 AW0388'INTERSECTION OF SHELDON ROAD AT SHELDON, 252 FEET NORTH-NORTHEAST OF
 AW0388'THE CENTER OF A SHELL ROAD CROSSING, 190 FEET NORTHWEST OF THE CENTER
 AW0388'LINE OF U. S. HIGHWAY 90, 239 FEET NORTHEAST OF THE CENTER LINE OF
 AW0388'ROAD LEADING NORTH TO SHELDON RESERVOIR, 94 FEET NORTHWEST OF THE
 AW0388'NORTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD TRACK, 140 FEET
 AW0388'NORTHWEST OF THE 4TH TELEGRAPH POLE SOUTHWEST OF MILEPOST 349, 13 1/2
 AW0388'FEET NORTHWEST OF THE CENTER LINE OF A SHELL ROAD, 1.8 FEET NORTHEAST
 AW0388'OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK,
 AW0388'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.  NOTE-- THE
 AW0388'1963 DESCRIPTION REPORTED THE MARK AS PROJECTING 5 INCHES.
 AW0388
 AW0388                          STATION RECOVERY (1978)
 AW0388
 AW0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0388'RECOVERED IN GOOD CONDITION.
 AW0388
 AW0388                          STATION RECOVERY (1983)
 AW0388
 AW0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0388'RECOVERED IN GOOD CONDITION.  NOTE, ADD 5.49 METERS (18.0 FT)
 AW0388'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST EDGE OF A CONCRETE PARKING LOT
 AW0388'USED BY THE AMF TOBOSCOPE OFFICE BUILDING.
 AW0388'THE MARK IS 0.3 M BELOW PARKING LOT.
 AW0388
 AW0388                          STATION RECOVERY (1986)
 AW0388
 AW0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0388'RECOVERED IN GOOD CONDITION.
 AW0388
 AW0388                          STATION RECOVERY (1987)
 AW0388
 AW0388'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0388'RECOVERED IN GOOD CONDITION.
 AW0388
 AW0388                          STATION RECOVERY (1987)
 AW0388
 AW0388'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0388'RECOVERED IN GOOD CONDITION.
 AW0388
 AW0388                          STATION RECOVERY (1988)
 AW0388
 AW0388'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0388'RECOVERED IN GOOD CONDITION.
 AW0388
 AW0388                          STATION RECOVERY (1994)
 AW0388
 AW0388'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0388'RECOVERED IN GOOD CONDITION.
 AW0388
 AW0388                          STATION RECOVERY (2005)
 AW0388
 AW0388'RECOVERY NOTE BY ENGLE SURVEYING INCORPORATED 2005 (JPE)
 AW0388'SHELL ROAD IS NOW A PAVED ROAD NAMED PINELAND DRIVE.  AMF TOBOSCOPE IS
 AW0388'NOW TUBOSCOPE VETCO INTERNATIONAL.  +/- 226.7' SOUTHEAST OF HGCSD 21
 AW0388'1986.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1162 ***********************************************************************
 BL1162  DESIGNATION -  K 1149
 BL1162  PID         -  BL1162
 BL1162  STATE/COUNTY-  TX/MONTGOMERY
 BL1162  USGS QUAD   -  CONROE (1976)
 BL1162
 BL1162                         *CURRENT SURVEY CONTROL
 BL1162  ___________________________________________________________________
 BL1162* NAD 83(1986)-  30 18 05.     (N)    095 27 21.     (W)     SCALED    
 BL1162* NAVD 88     -        61.000  (meters)     200.13   (feet)  ADJUSTED  
 BL1162  ___________________________________________________________________
 BL1162  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BL1162  DYNAMIC HT  -          60.919 (meters)     199.87  (feet)  COMP
 BL1162  MODELED GRAV-     979,310.3   (mgal)                       NAVD 88
 BL1162
 BL1162  VERT ORDER  -  FIRST     CLASS I
 BL1162
 BL1162.The horizontal coordinates were scaled from a topographic map and have
 BL1162.an estimated accuracy of +/- 6 seconds.
 BL1162
 BL1162.The orthometric height was determined by differential leveling
 BL1162.and adjusted by the National Geodetic Survey in June 1991..
 BL1162
 BL1162.The geoid height was determined by GEOID03.
 BL1162
 BL1162.The dynamic height is computed by dividing the NAVD 88
 BL1162.geopotential number by the normal gravity value computed on the
 BL1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1162.degrees latitude (g = 980.6199 gals.).
 BL1162
 BL1162.The modeled gravity was interpolated from observed gravity values.
 BL1162
 BL1162;                    North         East    Units  Estimated Accuracy
 BL1162;SPC TX C     - 3,080,650.    1,169,010.      MT  (+/- 180 meters Scaled)
 BL1162
 BL1162                          SUPERSEDED SURVEY CONTROL
 BL1162
 BL1162  NGVD 29 (12/23/87)   61.003  (m)          200.14   (f) ADJUSTED    1 1
 BL1162
 BL1162.Superseded values are not recommended for survey control.
 BL1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1162.See file dsdata.txt to determine how the superseded data were derived.
 BL1162
 BL1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP638547(NAD 83)
 BL1162_MARKER: DB = BENCH MARK DISK
 BL1162_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1162_SP_SET: COPPER-CLAD STEEL ROD
 BL1162_STAMPING: K 1149 1959
 BL1162_MARK LOGO: CGS   
 BL1162_PROJECTION: PROJECTING 2 CENTIMETERS
 BL1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1162_ROD/PIPE-DEPTH: 13.1 meters
 BL1162
 BL1162  HISTORY     - Date     Condition        Report By
 BL1162  HISTORY     - 1959     MONUMENTED       CGS
 BL1162  HISTORY     - 1973     GOOD             NGS
 BL1162  HISTORY     - 1978     GOOD             NGS
 BL1162  HISTORY     - 1987     GOOD             NGS
 BL1162  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1162
 BL1162                          STATION DESCRIPTION
 BL1162
 BL1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1162'0.6 MI S FROM CONROE.
 BL1162'ABOUT 0.6 MILE SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1162'STATION AT CONROE, 49.2 FEET EAST OF THE CENTER LINE OF US HIGHWAY 75
 BL1162'BUSINESS, 33.3 FEET WEST OF THE WEST RAIL, 35 FEET SOUTH OF A RAILROAD
 BL1162'TELEPHONE BOX, 3.8 FEET NORTH OF A POWER POLE, 1 FOOT SOUTH OF A METAL
 BL1162'WITNESS POST, AND SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD AND
 BL1162'PROTECTED BY A 6-INCH CEMENT TILE WHICH PROJECTS 0.3 FOOT, THE ROD WAS
 BL1162'DRIVEN TO A DEPTH OF 43 FEET.
 BL1162
 BL1162                          STATION RECOVERY (1978)
 BL1162
 BL1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1162'RECOVERED IN GOOD CONDITION.
 BL1162
 BL1162                          STATION RECOVERY (1987)
 BL1162
 BL1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1162'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.0 KM (0.60
 BL1162'MI) SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION WITH
 BL1162'AVENUE A IN CONROE, 33.9 M (111.2 FT) NORTH OF THE CENTER OF EAST
 BL1162'AVENUE M, 15.0 M (49.2 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 75,
 BL1162'10.2 M (33.5 FT) WEST OF THE NEAR RAIL, AND 2.7 M (8.9 FT)
 BL1162'NORTH-NORTHEAST OF UTILITY POLE NUMBER 578.  NOTE--ACCESS TO THE DISK
 BL1162'IS THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BL1162'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 BL1162'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BL1162
 BL1162                          STATION RECOVERY (2004)
 BL1162
 BL1162'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2342 ***********************************************************************
 CS2342  DESIGNATION -  K 115
 CS2342  PID         -  CS2342
 CS2342  STATE/COUNTY-  TX/HOOD
 CS2342  USGS QUAD   -  CHAPIN (1979)
 CS2342
 CS2342                         *CURRENT SURVEY CONTROL
 CS2342  ___________________________________________________________________
 CS2342* NAD 83(1986)-  32 32 52.     (N)    097 39 35.     (W)     SCALED    
 CS2342* NAVD 88     -       337.816  (meters)    1108.32   (feet)  ADJUSTED  
 CS2342  ___________________________________________________________________
 CS2342  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CS2342  DYNAMIC HT  -         337.405 (meters)    1106.97  (feet)  COMP
 CS2342  MODELED GRAV-     979,412.6   (mgal)                       NAVD 88
 CS2342
 CS2342  VERT ORDER  -  SECOND    CLASS 0
 CS2342
 CS2342.The horizontal coordinates were scaled from a topographic map and have
 CS2342.an estimated accuracy of +/- 6 seconds.
 CS2342
 CS2342.The orthometric height was determined by differential leveling
 CS2342.and adjusted by the National Geodetic Survey in June 1991..
 CS2342
 CS2342.The geoid height was determined by GEOID03.
 CS2342
 CS2342.The dynamic height is computed by dividing the NAVD 88
 CS2342.geopotential number by the normal gravity value computed on the
 CS2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2342.degrees latitude (g = 980.6199 gals.).
 CS2342
 CS2342.The modeled gravity was interpolated from observed gravity values.
 CS2342
 CS2342;                    North         East    Units  Estimated Accuracy
 CS2342;SPC TXNC     - 2,098,020.      678,920.      MT  (+/- 180 meters Scaled)
 CS2342
 CS2342                          SUPERSEDED SURVEY CONTROL
 CS2342
 CS2342  NGVD 29 (??/??/92)  337.786  (m)         1108.22   (f) ADJ UNCH    2 0
 CS2342
 CS2342.Superseded values are not recommended for survey control.
 CS2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2342.See file dsdata.txt to determine how the superseded data were derived.
 CS2342
 CS2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB258019(NAD 83)
 CS2342_MARKER: DB = BENCH MARK DISK
 CS2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2342_STAMPING: K 115 1108.220 1933
 CS2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2342+STABILITY: SURFACE MOTION
 CS2342
 CS2342  HISTORY     - Date     Condition        Report By
 CS2342  HISTORY     - 1933     MONUMENTED       CGS
 CS2342  HISTORY     - 1951     GOOD             NGS
 CS2342  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2342
 CS2342                          STATION DESCRIPTION
 CS2342
 CS2342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS2342'2.8 MI W FROM CRESSON.
 CS2342'ABOUT 02.8 MILES WEST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY,
 CS2342'FROM CRESSON, HOOD COUNTY, 43 FEET SOUTH OF THE CENTERLINE OF THE
 CS2342'TRACKS, 4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  IT IS ABOUT 150
 CS2342'YARDS SOUTHWEST OF A DIRT TANK AND 00.3 MILE EAST OF A SET OF CORRALS
 CS2342'AND A RANCH ROAD CROSSING.  A STANDARD DISK STAMPED K 115 1108.220
 CS2342'1933 AND SET IN THE TOP OF A CONCRETE POST.
 CS2342
 CS2342                          STATION RECOVERY (2004)
 CS2342
 CS2342'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CS2342'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2340 ***********************************************************************
 AW2340  DESIGNATION -  K 1150
 AW2340  PID         -  AW2340
 AW2340  STATE/COUNTY-  TX/HARRIS
 AW2340  USGS QUAD   -  SETTEGAST (1995)
 AW2340
 AW2340                         *CURRENT SURVEY CONTROL
 AW2340  ___________________________________________________________________
 AW2340* NAD 83(1986)-  29 45 06.     (N)    095 22 10.     (W)     SCALED    
 AW2340* NAVD 88     -        14.429  (meters)      47.34   (feet)  ADJUSTED  
 AW2340  ___________________________________________________________________
 AW2340  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2340  DYNAMIC HT  -          14.409 (meters)      47.27  (feet)  COMP
 AW2340  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 AW2340
 AW2340  VERT ORDER  -  FIRST     CLASS II
 AW2340
 AW2340.The horizontal coordinates were scaled from a topographic map and have
 AW2340.an estimated accuracy of +/- 6 seconds.
 AW2340
 AW2340.The orthometric height was determined by differential leveling
 AW2340.and adjusted by the National Geodetic Survey in June 1991..
 AW2340
 AW2340.The geoid height was determined by GEOID03.
 AW2340
 AW2340.The dynamic height is computed by dividing the NAVD 88
 AW2340.geopotential number by the normal gravity value computed on the
 AW2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2340.degrees latitude (g = 980.6199 gals.).
 AW2340
 AW2340.The modeled gravity was interpolated from observed gravity values.
 AW2340
 AW2340;                    North         East    Units  Estimated Accuracy
 AW2340;SPC TXSC     - 4,218,050.      951,070.      MT  (+/- 180 meters Scaled)
 AW2340
 AW2340                          SUPERSEDED SURVEY CONTROL
 AW2340
 AW2340  NGVD 29 (12/23/87)   14.425  (m)           47.33   (f) ADJUSTED    1 2
 AW2340
 AW2340.Superseded values are not recommended for survey control.
 AW2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2340.See file dsdata.txt to determine how the superseded data were derived.
 AW2340
 AW2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN708936(NAD 83)
 AW2340_MARKER: DB = BENCH MARK DISK
 AW2340_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW2340_SP_SET: BUILDING WALL
 AW2340_STAMPING: K 1150 1959
 AW2340_MARK LOGO: CGS   
 AW2340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW2340+STABILITY: POSITION/ELEVATION WELL
 AW2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2340+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 AW2340
 AW2340  HISTORY     - Date     Condition        Report By
 AW2340  HISTORY     - 1959     MONUMENTED       CGS
 AW2340  HISTORY     - 1964     GOOD             NGS
 AW2340  HISTORY     - 1978     GOOD             NGS
 AW2340  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2340  HISTORY     - 1986     GOOD             NGS
 AW2340  HISTORY     - 1987     GOOD             USPSQD
 AW2340  HISTORY     - 1989     GOOD             USPSQD
 AW2340  HISTORY     - 1989     GOOD             USPSQD
 AW2340  HISTORY     - 1991     GOOD             USPSQD
 AW2340  HISTORY     - 19960921 GOOD             USPSQD
 AW2340  HISTORY     - 20040520 GOOD             USPSQD
 AW2340  HISTORY     - 20050706 GOOD             USPSQD
 AW2340
 AW2340                          STATION DESCRIPTION
 AW2340
 AW2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2340'1.4 MI SW FROM HOUSTON.
 AW2340'ABOUT 0.4 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AW2340'RAILROAD STATION AT HOUSTON, THENCE ABOUT 1.0 MILE SOUTH-SOUTHWEST
 AW2340'ALONG MAIN STREET, AT THE INTERSECTION OF PEASE STREET, 49 FEET
 AW2340'WEST-NORTHWEST OF THE CENTER LINE OF MAIN STREET, 39 FEET
 AW2340'SOUTH-SOUTHWEST OF THE CENTER LINE OF PEASE STREET, SET VERTICALLY IN
 AW2340'THE NORTH FACE OF THE JIM STUART APARTMENT BUILDING, 3 1/2 FEET WEST
 AW2340'OF THE NORTHEAST CORNER, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 AW2340'SIDEWALK.
 AW2340
 AW2340                          STATION RECOVERY (1964)
 AW2340
 AW2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2340'RECOVERED IN GOOD CONDITION.
 AW2340
 AW2340                          STATION RECOVERY (1978)
 AW2340
 AW2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2340'RECOVERED IN GOOD CONDITION.
 AW2340
 AW2340                          STATION RECOVERY (1983)
 AW2340
 AW2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2340'NOT RECOVERED THIS DATE.  THE BUILDING WAS REMODELED.  DISK LOST.
 AW2340
 AW2340                          STATION RECOVERY (1986)
 AW2340
 AW2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2340'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AW2340'THE DESCRIBED BUILDING IS NOW THE BEACONS FIELD APARTMENT BUILDING.
 AW2340
 AW2340                          STATION RECOVERY (1987)
 AW2340
 AW2340'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2340'RECOVERED IN GOOD CONDITION.
 AW2340
 AW2340                          STATION RECOVERY (1989)
 AW2340
 AW2340'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW2340'RECOVERED IN GOOD CONDITION.
 AW2340
 AW2340                          STATION RECOVERY (1989)
 AW2340
 AW2340'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW2340'RECOVERED IN GOOD CONDITION.
 AW2340
 AW2340                          STATION RECOVERY (1991)
 AW2340
 AW2340'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 AW2340'RECOVERED IN GOOD CONDITION.
 AW2340
 AW2340                          STATION RECOVERY (1996)
 AW2340
 AW2340'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2340'RECOVERED IN GOOD CONDITION.
 AW2340
 AW2340                          STATION RECOVERY (2004)
 AW2340
 AW2340'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2340'RECOVERED IN GOOD CONDITION.
 AW2340
 AW2340                          STATION RECOVERY (2005)
 AW2340
 AW2340'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0696 ***********************************************************************
 CT0696  DESIGNATION -  K 1152
 CT0696  PID         -  CT0696
 CT0696  STATE/COUNTY-  TX/TAYLOR
 CT0696  USGS QUAD   -  LAKE ABILENE (1987)
 CT0696
 CT0696                         *CURRENT SURVEY CONTROL
 CT0696  ___________________________________________________________________
 CT0696* NAD 83(1986)-  32 13 53.     (N)    099 53 41.     (W)     SCALED    
 CT0696* NAVD 88     -       622.677  (meters)    2042.90   (feet)  ADJUSTED  
 CT0696  ___________________________________________________________________
 CT0696  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CT0696  DYNAMIC HT  -         621.860 (meters)    2040.22  (feet)  COMP
 CT0696  MODELED GRAV-     979,306.5   (mgal)                       NAVD 88
 CT0696
 CT0696  VERT ORDER  -  SECOND    CLASS 0
 CT0696
 CT0696.The horizontal coordinates were scaled from a topographic map and have
 CT0696.an estimated accuracy of +/- 6 seconds.
 CT0696
 CT0696.The orthometric height was determined by differential leveling
 CT0696.and adjusted by the National Geodetic Survey in June 1991..
 CT0696
 CT0696.The geoid height was determined by GEOID03.
 CT0696
 CT0696.The dynamic height is computed by dividing the NAVD 88
 CT0696.geopotential number by the normal gravity value computed on the
 CT0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0696.degrees latitude (g = 980.6199 gals.).
 CT0696
 CT0696.The modeled gravity was interpolated from observed gravity values.
 CT0696
 CT0696;                    North         East    Units  Estimated Accuracy
 CT0696;SPC TXNC     - 2,063,500.      468,550.      MT  (+/- 180 meters Scaled)
 CT0696
 CT0696                          SUPERSEDED SURVEY CONTROL
 CT0696
 CT0696  NGVD 29 (??/??/92)  622.510  (m)         2042.35   (f) ADJ UNCH    2 0
 CT0696
 CT0696.Superseded values are not recommended for survey control.
 CT0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0696.See file dsdata.txt to determine how the superseded data were derived.
 CT0696
 CT0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA157664(NAD 83)
 CT0696_MARKER: DB = BENCH MARK DISK
 CT0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0696_STAMPING: K 1152 1961
 CT0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0696+STABILITY: SURFACE MOTION
 CT0696
 CT0696  HISTORY     - Date     Condition        Report By
 CT0696  HISTORY     - 1961     MONUMENTED       CGS
 CT0696  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CT0696
 CT0696                          STATION DESCRIPTION
 CT0696
 CT0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0696'5.25 MI SW FROM BUFFALO GAP.
 CT0696'0.4 MILES SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0696'GAP, THENCE 4.45 MILES WEST ALONG FARM ROAD 89, THENCE 0.4 MILES WEST
 CT0696'ALONG A GRAVEL ROAD, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.1
 CT0696'FEET SOUTH OF A FENCE LEVEL WITH THE ROAD, 2 FEET WEST OF A METAL
 CT0696'WITNESS POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4
 CT0696'FEET IN THE GROUND AND PROJECTING 6 INCHES ABOVE THE GROUND.
 CT0696
 CT0696                          STATION RECOVERY (1994)
 CT0696
 CT0696'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0697 ***********************************************************************
 CT0697  DESIGNATION -  K 1152 RESET 1968
 CT0697  PID         -  CT0697
 CT0697  STATE/COUNTY-  TX/TAYLOR
 CT0697  USGS QUAD   -  LAKE ABILENE (1987)
 CT0697
 CT0697                         *CURRENT SURVEY CONTROL
 CT0697  ___________________________________________________________________
 CT0697* NAD 83(1986)-  32 13 53.     (N)    099 53 41.     (W)     SCALED    
 CT0697* NAVD 88     -       625.39   (+/-2cm)    2051.8    (feet)  VERTCON   
 CT0697  ___________________________________________________________________
 CT0697  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CT0697
 CT0697  VERT ORDER  -  THIRD (See Below)
 CT0697
 CT0697.The horizontal coordinates were scaled from a topographic map and have
 CT0697.an estimated accuracy of +/- 6 seconds.
 CT0697
 CT0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0697.The vertical order pertains to the NGVD 29 superseded value.
 CT0697
 CT0697.The geoid height was determined by GEOID03.
 CT0697
 CT0697;                    North         East    Units  Estimated Accuracy
 CT0697;SPC TXNC     - 2,063,500.      468,550.      MT  (+/- 180 meters Scaled)
 CT0697
 CT0697                          SUPERSEDED SURVEY CONTROL
 CT0697
 CT0697  NGVD 29 (01/29/03)  625.22   (m)         2051.2    (f) RESET       3  
 CT0697
 CT0697.Superseded values are not recommended for survey control.
 CT0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0697.See file dsdata.txt to determine how the superseded data were derived.
 CT0697
 CT0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA157664(NAD 83)
 CT0697_MARKER: DB = BENCH MARK DISK
 CT0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0697_STAMPING: K 1152 RESET 1968
 CT0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0697+STABILITY: SURFACE MOTION
 CT0697
 CT0697  HISTORY     - Date     Condition        Report By
 CT0697  HISTORY     - 1968     MONUMENTED       TXHD
 CT0697
 CT0697                          STATION DESCRIPTION
 CT0697
 CT0697'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 CT0697'5.25 MI SW FROM BUFFALO GAP.
 CT0697'0.4 MILE SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0697'GAP, THENCE 4.45 MILES WEST ALONG HIGHWAY FM 89, THENCE 0.4 MILE WEST
 CT0697'ALONG A GRAVEL ROAD, 4 FEET BEFORE THE BEGINING OF A CURVE TO THE
 CT0697'LEFT, 49 FEET LEFT OF THE CENTER LINE OF HIGHWAY FM 89, 3 FEET NORTH
 CT0697'OF A FENCE, 3 FEET WEST OF A METAL WITNESS SIGNPOST, SET IN THE TOP OF
 CT0697'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0643 ***********************************************************************
 CT0643  DESIGNATION -  K 1153
 CT0643  PID         -  CT0643
 CT0643  STATE/COUNTY-  TX/RUNNELS
 CT0643  USGS QUAD   -  BRADSHAW (1967)
 CT0643
 CT0643                         *CURRENT SURVEY CONTROL
 CT0643  ___________________________________________________________________
 CT0643* NAD 83(1986)-  32 02 24.     (N)    099 56 50.     (W)     SCALED    
 CT0643* NAVD 88     -       585.208  (meters)    1919.97   (feet)  ADJUSTED  
 CT0643  ___________________________________________________________________
 CT0643  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CT0643  DYNAMIC HT  -         584.444 (meters)    1917.46  (feet)  COMP
 CT0643  MODELED GRAV-     979,314.5   (mgal)                       NAVD 88
 CT0643
 CT0643  VERT ORDER  -  SECOND    CLASS 0
 CT0643
 CT0643.The horizontal coordinates were scaled from a topographic map and have
 CT0643.an estimated accuracy of +/- 6 seconds.
 CT0643
 CT0643.The orthometric height was determined by differential leveling
 CT0643.and adjusted by the National Geodetic Survey in June 1991..
 CT0643
 CT0643.The geoid height was determined by GEOID03.
 CT0643
 CT0643.The dynamic height is computed by dividing the NAVD 88
 CT0643.geopotential number by the normal gravity value computed on the
 CT0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0643.degrees latitude (g = 980.6199 gals.).
 CT0643
 CT0643.The modeled gravity was interpolated from observed gravity values.
 CT0643
 CT0643;                    North         East    Units  Estimated Accuracy
 CT0643;SPC TX C     - 3,263,180.      736,470.      MT  (+/- 180 meters Scaled)
 CT0643
 CT0643                          SUPERSEDED SURVEY CONTROL
 CT0643
 CT0643  NGVD 29 (??/??/92)  585.084  (m)         1919.56   (f) ADJ UNCH    2 0
 CT0643
 CT0643.Superseded values are not recommended for survey control.
 CT0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0643.See file dsdata.txt to determine how the superseded data were derived.
 CT0643
 CT0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA105452(NAD 83)
 CT0643_MARKER: DB = BENCH MARK DISK
 CT0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0643_STAMPING: K 1153 1961
 CT0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0643+STABILITY: SURFACE MOTION
 CT0643
 CT0643  HISTORY     - Date     Condition        Report By
 CT0643  HISTORY     - 1961     MONUMENTED       CGS
 CT0643
 CT0643                          STATION DESCRIPTION
 CT0643
 CT0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0643'5.1 MI SW FROM BRADSHAW.
 CT0643'0.1 MILES SOUTHEAST ALONG FARM ROAD 1086 FROM THE POST OFFICE AT
 CT0643'BRADSHAW, THENCE 5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 83, 54 FEET
 CT0643'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 83, 42 FEET SOUTHEAST OF
 CT0643'THE EAST RAIL, 26 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 12
 CT0643'FEET NORTHWEST OF A POWER POLE NUMBER 20A2, 2 FEET BELOW THE LEVEL OF
 CT0643'THE RAILROAD, LEVEL WITH THE HIGHWAY, 2 FEET SOUTHEAST OF A METAL
 CT0643'WITNESS POST WITH SIGN, SET ON TOP OF A 12 INCH SQUARE CONCRETE POST 4
 CT0643'FEET IN THE GROUND AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0218 ***********************************************************************
 CU0218  DESIGNATION -  K 1157
 CU0218  PID         -  CU0218
 CU0218  STATE/COUNTY-  TX/TAYLOR
 CU0218  USGS QUAD   -  MERKEL WEST (1984)
 CU0218
 CU0218                         *CURRENT SURVEY CONTROL
 CU0218  ___________________________________________________________________
 CU0218* NAD 83(1986)-  32 24 25.     (N)    100 03 46.     (W)     SCALED    
 CU0218* NAVD 88     -       608.257  (meters)    1995.59   (feet)  ADJUSTED  
 CU0218  ___________________________________________________________________
 CU0218  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 CU0218  DYNAMIC HT  -         607.461 (meters)    1992.98  (feet)  COMP
 CU0218  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 CU0218
 CU0218  VERT ORDER  -  SECOND    CLASS 0
 CU0218
 CU0218.The horizontal coordinates were scaled from a topographic map and have
 CU0218.an estimated accuracy of +/- 6 seconds.
 CU0218
 CU0218.The orthometric height was determined by differential leveling
 CU0218.and adjusted by the National Geodetic Survey in June 1991..
 CU0218
 CU0218.The geoid height was determined by GEOID03.
 CU0218
 CU0218.The dynamic height is computed by dividing the NAVD 88
 CU0218.geopotential number by the normal gravity value computed on the
 CU0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0218.degrees latitude (g = 980.6199 gals.).
 CU0218
 CU0218.The modeled gravity was interpolated from observed gravity values.
 CU0218
 CU0218;                    North         East    Units  Estimated Accuracy
 CU0218;SPC TXNC     - 2,083,180.      453,000.      MT  (+/- 180 meters Scaled)
 CU0218
 CU0218                          SUPERSEDED SURVEY CONTROL
 CU0218
 CU0218  NGVD 29 (??/??/92)  608.070  (m)         1994.98   (f) ADJ UNCH    2 0
 CU0218
 CU0218.Superseded values are not recommended for survey control.
 CU0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0218.See file dsdata.txt to determine how the superseded data were derived.
 CU0218
 CU0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA000860(NAD 83)
 CU0218_MARKER: DB = BENCH MARK DISK
 CU0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0218_STAMPING: K 1157 1961
 CU0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0218+STABILITY: SURFACE MOTION
 CU0218
 CU0218  HISTORY     - Date     Condition        Report By
 CU0218  HISTORY     - 1961     MONUMENTED       CGS
 CU0218  HISTORY     - 1982     GOOD             NGS
 CU0218  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0218  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0218
 CU0218                          STATION DESCRIPTION
 CU0218
 CU0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0218'6.5 MI S FROM MERKEL.
 CU0218'6.5 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL, 51
 CU0218'FEET EAST OF THE CENTER LINE OF FARM ROAD 126, 40 FEET WEST OF THE
 CU0218'CENTER LINE OF A GRAVEL ROAD, 3 FEET SOUTHWEST OF A POWER POLE, 1 FOOT
 CU0218'BELOW THE LEVEL OF THE ROAD, 4 FEET NORTH OF METAL WITNESS POST WITH
 CU0218'SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND
 CU0218'AND FLUSH WITH THE GROUND.
 CU0218
 CU0218                          STATION RECOVERY (1982)
 CU0218
 CU0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0218'RECOVERED IN GOOD CONDITION.
 CU0218
 CU0218                          STATION RECOVERY (1994)
 CU0218
 CU0218'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0218'MARK NOT FOUND.
 CU0218
 CU0218                          STATION RECOVERY (2001)
 CU0218
 CU0218'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0684 ***********************************************************************
 CT0684  DESIGNATION -  K 1158
 CT0684  PID         -  CT0684
 CT0684  STATE/COUNTY-  TX/TAYLOR
 CT0684  USGS QUAD   -  LAKE ABILENE (1987)
 CT0684
 CT0684                         *CURRENT SURVEY CONTROL
 CT0684  ___________________________________________________________________
 CT0684* NAD 83(1986)-  32 14 35.     (N)    099 59 53.     (W)     SCALED    
 CT0684* NAVD 88     -       698.816  (meters)    2292.70   (feet)  ADJUSTED  
 CT0684  ___________________________________________________________________
 CT0684  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CT0684  DYNAMIC HT  -         697.888 (meters)    2289.65  (feet)  COMP
 CT0684  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 CT0684
 CT0684  VERT ORDER  -  SECOND    CLASS 0
 CT0684
 CT0684.The horizontal coordinates were scaled from a topographic map and have
 CT0684.an estimated accuracy of +/- 6 seconds.
 CT0684
 CT0684.The orthometric height was determined by differential leveling
 CT0684.and adjusted by the National Geodetic Survey in June 1991..
 CT0684
 CT0684.The geoid height was determined by GEOID03.
 CT0684
 CT0684.The dynamic height is computed by dividing the NAVD 88
 CT0684.geopotential number by the normal gravity value computed on the
 CT0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0684.degrees latitude (g = 980.6199 gals.).
 CT0684
 CT0684.The modeled gravity was interpolated from observed gravity values.
 CT0684
 CT0684;                    North         East    Units  Estimated Accuracy
 CT0684;SPC TXNC     - 2,064,920.      458,830.      MT  (+/- 180 meters Scaled)
 CT0684
 CT0684                          SUPERSEDED SURVEY CONTROL
 CT0684
 CT0684  NGVD 29 (??/??/92)  698.632  (m)         2292.10   (f) ADJ UNCH    2 0
 CT0684
 CT0684.Superseded values are not recommended for survey control.
 CT0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0684.See file dsdata.txt to determine how the superseded data were derived.
 CT0684
 CT0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA059678(NAD 83)
 CT0684_MARKER: DB = BENCH MARK DISK
 CT0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0684_STAMPING: K 1158 1961
 CT0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0684+STABILITY: SURFACE MOTION
 CT0684
 CT0684  HISTORY     - Date     Condition        Report By
 CT0684  HISTORY     - 1961     MONUMENTED       CGS
 CT0684  HISTORY     - 19940707 GOOD             USPSQD
 CT0684
 CT0684                          STATION DESCRIPTION
 CT0684
 CT0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0684'10.0 MI SW FROM VIEW.
 CT0684'10.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CT0684'AT VIEW, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 CT0684'SOUTH OF THE CENTER OF A GATE, 1 FOOT SOUTHEAST OF A FENCE, LEVEL WITH
 CT0684'THE ROAD, 4 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP
 CT0684'OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH
 CT0684'THE GROUND.
 CT0684
 CT0684                          STATION RECOVERY (1994)
 CT0684
 CT0684'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0617 ***********************************************************************
 CT0617  DESIGNATION -  K 1159
 CT0617  PID         -  CT0617
 CT0617  STATE/COUNTY-  TX/CALLAHAN
 CT0617  USGS QUAD   -  OPLIN (1987)
 CT0617
 CT0617                         *CURRENT SURVEY CONTROL
 CT0617  ___________________________________________________________________
 CT0617* NAD 83(1986)-  32 08 35.     (N)    099 35 24.     (W)     SCALED    
 CT0617* NAVD 88     -       614.858  (meters)    2017.25   (feet)  POSTED    
 CT0617  ___________________________________________________________________
 CT0617  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CT0617  DYNAMIC HT  -         614.050 (meters)    2014.60  (feet)  COMP
 CT0617  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 CT0617
 CT0617  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0617
 CT0617.The horizontal coordinates were scaled from a topographic map and have
 CT0617.an estimated accuracy of +/- 6 seconds.
 CT0617
 CT0617.The orthometric height was determined by differential leveling
 CT0617.and adjusted by the National Geodetic Survey in 1992..
 CT0617.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0617.rate of 1.1 thru 2.0 mm/km.
 CT0617
 CT0617.The geoid height was determined by GEOID03.
 CT0617
 CT0617.The dynamic height is computed by dividing the NAVD 88
 CT0617.geopotential number by the normal gravity value computed on the
 CT0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0617.degrees latitude (g = 980.6199 gals.).
 CT0617
 CT0617.The modeled gravity was interpolated from observed gravity values.
 CT0617
 CT0617;                    North         East    Units  Estimated Accuracy
 CT0617;SPC TXNC     - 2,053,360.      497,170.      MT  (+/- 180 meters Scaled)
 CT0617
 CT0617                          SUPERSEDED SURVEY CONTROL
 CT0617
 CT0617  NGVD 29 (??/??/92)  614.711  (m)         2016.76   (f) ADJ UNCH    1 2
 CT0617
 CT0617.Superseded values are not recommended for survey control.
 CT0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0617.See file dsdata.txt to determine how the superseded data were derived.
 CT0617
 CT0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA443564(NAD 83)
 CT0617_MARKER: DB = BENCH MARK DISK
 CT0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0617_STAMPING: K 1159 1961
 CT0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0617+STABILITY: SURFACE MOTION
 CT0617
 CT0617  HISTORY     - Date     Condition        Report By
 CT0617  HISTORY     - 1961     MONUMENTED       CGS
 CT0617  HISTORY     - 1967     GOOD             USGS
 CT0617
 CT0617                          STATION DESCRIPTION
 CT0617
 CT0617'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 CT0617'9.35 MI E FROM LAWN.
 CT0617'9.35 MILES EAST ALONG FARM ROAD 604, FROM THE RAILROAD STATION AT
 CT0617'LAWN, 48 FEET NORTH OF THE CENTERLINE OF FARM ROAD 604, 5 FEET WEST OF
 CT0617'A TELEPHONE POLE, 4 FEET EAST OF A METAL WITNESS POST WITH SIGN, 1
 CT0617'FOOT SOUTH OF A FENCE 1 FOOT BELOW THE LEVEL OF THE ROAD, SET IN THE
 CT0617'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0705 ***********************************************************************
 CT0705  DESIGNATION -  K 1160
 CT0705  PID         -  CT0705
 CT0705  STATE/COUNTY-  TX/TAYLOR
 CT0705  USGS QUAD   -  TUSCOLA (1967)
 CT0705
 CT0705                         *CURRENT SURVEY CONTROL
 CT0705  ___________________________________________________________________
 CT0705* NAD 83(1986)-  32 13 08.     (N)    099 48 29.     (W)     SCALED    
 CT0705* NAVD 88     -       606.480  (meters)    1989.76   (feet)  ADJUSTED  
 CT0705  ___________________________________________________________________
 CT0705  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CT0705  DYNAMIC HT  -         605.688 (meters)    1987.16  (feet)  COMP
 CT0705  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 CT0705
 CT0705  VERT ORDER  -  SECOND    CLASS 0
 CT0705
 CT0705.The horizontal coordinates were scaled from a topographic map and have
 CT0705.an estimated accuracy of +/- 6 seconds.
 CT0705
 CT0705.The orthometric height was determined by differential leveling
 CT0705.and adjusted by the National Geodetic Survey in June 1991..
 CT0705
 CT0705.The geoid height was determined by GEOID03.
 CT0705
 CT0705.The dynamic height is computed by dividing the NAVD 88
 CT0705.geopotential number by the normal gravity value computed on the
 CT0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0705.degrees latitude (g = 980.6199 gals.).
 CT0705
 CT0705.The modeled gravity was interpolated from observed gravity values.
 CT0705
 CT0705;                    North         East    Units  Estimated Accuracy
 CT0705;SPC TXNC     - 2,062,010.      476,700.      MT  (+/- 180 meters Scaled)
 CT0705
 CT0705                          SUPERSEDED SURVEY CONTROL
 CT0705
 CT0705  NGVD 29 (??/??/92)  606.325  (m)         1989.25   (f) ADJ UNCH    2 0
 CT0705
 CT0705.Superseded values are not recommended for survey control.
 CT0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0705.See file dsdata.txt to determine how the superseded data were derived.
 CT0705
 CT0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA238649(NAD 83)
 CT0705_MARKER: DB = BENCH MARK DISK
 CT0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0705_STAMPING: K 1160 1961
 CT0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0705+STABILITY: SURFACE MOTION
 CT0705
 CT0705  HISTORY     - Date     Condition        Report By
 CT0705  HISTORY     - 1961     MONUMENTED       CGS
 CT0705  HISTORY     - 1982     GOOD             NGS
 CT0705  HISTORY     - 19940706 GOOD             USPSQD
 CT0705
 CT0705                          STATION DESCRIPTION
 CT0705
 CT0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0705'1.3 MI W FROM TUSCOLA.
 CT0705'1.3 MILES WEST ALONG FARM ROAD 613 FROM THE POST OFFICE AT TUSCOLA, 27
 CT0705'FEET SOUTH OF THE CENTER LINE OF FARM ROAD 613, 11 FEET EAST OF A
 CT0705'NATURAL GAS STATION, 2 FEET ABOVE THE LEVEL OF THE ROAD, 1.8 FEET
 CT0705'NORTH OF A FENCE, 2 FEET WEST OF A METAL WITNESS POST WITH SIGN, SET
 CT0705'IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND
 CT0705'PROJECTING 7 INCHES ABOVE THE GROUND.
 CT0705
 CT0705                          STATION RECOVERY (1982)
 CT0705
 CT0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0705'RECOVERED IN GOOD CONDITION.
 CT0705
 CT0705                          STATION RECOVERY (1994)
 CT0705
 CT0705'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0388 ***********************************************************************
 CR0388  DESIGNATION -  K 1161
 CR0388  PID         -  CR0388
 CR0388  STATE/COUNTY-  TX/SMITH
 CR0388  USGS QUAD   -  BULLARD (1973)
 CR0388
 CR0388                         *CURRENT SURVEY CONTROL
 CR0388  ___________________________________________________________________
 CR0388* NAD 83(1986)-  32 08 47.     (N)    095 19 33.     (W)     SCALED    
 CR0388* NAVD 88     -       151.624  (meters)     497.45   (feet)  ADJUSTED  
 CR0388  ___________________________________________________________________
 CR0388  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0388  DYNAMIC HT  -         151.444 (meters)     496.86  (feet)  COMP
 CR0388  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 CR0388
 CR0388  VERT ORDER  -  FIRST     CLASS II
 CR0388
 CR0388.The horizontal coordinates were scaled from a topographic map and have
 CR0388.an estimated accuracy of +/- 6 seconds.
 CR0388
 CR0388.The orthometric height was determined by differential leveling
 CR0388.and adjusted by the National Geodetic Survey in June 1991..
 CR0388
 CR0388.The geoid height was determined by GEOID03.
 CR0388
 CR0388.The dynamic height is computed by dividing the NAVD 88
 CR0388.geopotential number by the normal gravity value computed on the
 CR0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0388.degrees latitude (g = 980.6199 gals.).
 CR0388
 CR0388.The modeled gravity was interpolated from observed gravity values.
 CR0388
 CR0388;                    North         East    Units  Estimated Accuracy
 CR0388;SPC TXNC     - 2,057,720.      899,410.      MT  (+/- 180 meters Scaled)
 CR0388
 CR0388                          SUPERSEDED SURVEY CONTROL
 CR0388
 CR0388  NGVD 29 (??/??/92)  151.650  (m)          497.54   (f) ADJ UNCH    1 2
 CR0388
 CR0388.Superseded values are not recommended for survey control.
 CR0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0388.See file dsdata.txt to determine how the superseded data were derived.
 CR0388
 CR0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR806590(NAD 83)
 CR0388_MARKER: DB = BENCH MARK DISK
 CR0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0388_STAMPING: K 1161 1959
 CR0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0388+STABILITY: SURFACE MOTION
 CR0388
 CR0388  HISTORY     - Date     Condition        Report By
 CR0388  HISTORY     - 1959     MONUMENTED       CGS
 CR0388  HISTORY     - 19910420 POOR             USPSQD
 CR0388  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0388  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0388
 CR0388                          STATION DESCRIPTION
 CR0388
 CR0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0388'0.6 MI NW FROM BULLARD.
 CR0388'ABOUT 0.6 MILE NORTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0388'THE POST OFFICE AT BULLARD, 7 1/2 POLES NORTHWEST OF MILEPOST 563, 31
 CR0388'FEET NORTHEAST OF THE NORTHEAST RAIL, 63 1/2 FEET EAST-SOUTHEAST OF
 CR0388'THE CENTER OF A ROAD CROSSING, 46 FEET SOUTHWEST OF THE CENTER LINE OF
 CR0388'FARM ROAD 2493, 22 FEET WEST OF AN 18-INCH PECAN TREE, 15 FEET
 CR0388'NORTHWEST OF A TELEPHONE POLE, 1.5 FET SOUTHWEST OF A METAL WITNESS
 CR0388'POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 CR0388'PROJECTING 6 INCHES.
 CR0388
 CR0388                          STATION RECOVERY (1991)
 CR0388
 CR0388'RECOVERY NOTE BY US POWER SQUADRON 1991 (PJ)
 CR0388'MARK RECOVERED IN POOR CONDITION.
 CR0388
 CR0388                          STATION RECOVERY (1996)
 CR0388
 CR0388'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0388'MARK NOT FOUND.
 CR0388
 CR0388                          STATION RECOVERY (2004)
 CR0388
 CR0388'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0310 ***********************************************************************
 CR0310  DESIGNATION -  K 1162
 CR0310  PID         -  CR0310
 CR0310  STATE/COUNTY-  TX/SMITH
 CR0310  USGS QUAD   -  LINDALE (1981)
 CR0310
 CR0310                         *CURRENT SURVEY CONTROL
 CR0310  ___________________________________________________________________
 CR0310* NAD 83(1986)-  32 32 35.     (N)    095 25 04.     (W)     SCALED    
 CR0310* NAVD 88     -       140.867  (meters)     462.16   (feet)  ADJUSTED  
 CR0310  ___________________________________________________________________
 CR0310  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 CR0310  DYNAMIC HT  -         140.705 (meters)     461.63  (feet)  COMP
 CR0310  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 CR0310
 CR0310  VERT ORDER  -  FIRST     CLASS II
 CR0310
 CR0310.The horizontal coordinates were scaled from a topographic map and have
 CR0310.an estimated accuracy of +/- 6 seconds.
 CR0310
 CR0310.The orthometric height was determined by differential leveling
 CR0310.and adjusted by the National Geodetic Survey in June 1991..
 CR0310
 CR0310.The geoid height was determined by GEOID03.
 CR0310
 CR0310.The dynamic height is computed by dividing the NAVD 88
 CR0310.geopotential number by the normal gravity value computed on the
 CR0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0310.degrees latitude (g = 980.6199 gals.).
 CR0310
 CR0310.The modeled gravity was interpolated from observed gravity values.
 CR0310
 CR0310;                    North         East    Units  Estimated Accuracy
 CR0310;SPC TXNC     - 2,101,430.      889,450.      MT  (+/- 180 meters Scaled)
 CR0310
 CR0310                          SUPERSEDED SURVEY CONTROL
 CR0310
 CR0310  NGVD 29 (??/??/92)  140.897  (m)          462.26   (f) ADJ UNCH    1 2
 CR0310
 CR0310.Superseded values are not recommended for survey control.
 CR0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0310.See file dsdata.txt to determine how the superseded data were derived.
 CR0310
 CR0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS729032(NAD 83)
 CR0310_MARKER: DB = BENCH MARK DISK
 CR0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0310_STAMPING: K 1162 1959
 CR0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0310+STABILITY: SURFACE MOTION
 CR0310
 CR0310  HISTORY     - Date     Condition        Report By
 CR0310  HISTORY     - 1959     MONUMENTED       CGS
 CR0310  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 CR0310  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0310
 CR0310                          STATION DESCRIPTION
 CR0310
 CR0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0310'2.1 MI N FROM LINDALE.
 CR0310'ABOUT 2.1 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0310'FROM THE STATION AT LINDALE, 1 1/2 POLES SOUTHEAST OF POLE 34/20, 75
 CR0310'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 100 FEET NORTHEAST OF THE CENTER
 CR0310'LINE OF U. S. HIGHWAY 69, 9 1/2 FEET NORTHWEST OF A 9-INCH PINE TREE,
 CR0310'1 1/2 FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS
 CR0310'POST, ABOUT LEVEL WITH THE TRACKS, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CR0310'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CR0310
 CR0310                          STATION RECOVERY (1991)
 CR0310
 CR0310'RECOVERY NOTE BY US POWER SQUADRON 1991 (BG)
 CR0310'MARK NOT FOUND.
 CR0310
 CR0310                          STATION RECOVERY (2004)
 CR0310
 CR0310'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0493 ***********************************************************************
 DM0493  DESIGNATION -  K 1163
 DM0493  PID         -  DM0493
 DM0493  STATE/COUNTY-  TX/HUNT
 DM0493  USGS QUAD   -  LONE OAK NORTH (1962)
 DM0493
 DM0493                         *CURRENT SURVEY CONTROL
 DM0493  ___________________________________________________________________
 DM0493* NAD 83(1986)-  33 01 26.     (N)    095 58 44.     (W)     SCALED    
 DM0493* NAVD 88     -       149.565  (meters)     490.70   (feet)  ADJUSTED  
 DM0493  ___________________________________________________________________
 DM0493  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DM0493  DYNAMIC HT  -         149.400 (meters)     490.16  (feet)  COMP
 DM0493  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 DM0493
 DM0493  VERT ORDER  -  FIRST     CLASS II
 DM0493
 DM0493.The horizontal coordinates were scaled from a topographic map and have
 DM0493.an estimated accuracy of +/- 6 seconds.
 DM0493
 DM0493.The orthometric height was determined by differential leveling
 DM0493.and adjusted by the National Geodetic Survey in June 1991..
 DM0493
 DM0493.The geoid height was determined by GEOID03.
 DM0493
 DM0493.The dynamic height is computed by dividing the NAVD 88
 DM0493.geopotential number by the normal gravity value computed on the
 DM0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0493.degrees latitude (g = 980.6199 gals.).
 DM0493
 DM0493.The modeled gravity was interpolated from observed gravity values.
 DM0493
 DM0493;                    North         East    Units  Estimated Accuracy
 DM0493;SPC TXNC     - 2,153,330.      835,490.      MT  (+/- 180 meters Scaled)
 DM0493
 DM0493                          SUPERSEDED SURVEY CONTROL
 DM0493
 DM0493  NGVD 29 (??/??/92)  149.563  (m)          490.69   (f) ADJ UNCH    1 2
 DM0493
 DM0493.Superseded values are not recommended for survey control.
 DM0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0493.See file dsdata.txt to determine how the superseded data were derived.
 DM0493
 DM0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS217578(NAD 83)
 DM0493_MARKER: DB = BENCH MARK DISK
 DM0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0493_STAMPING: K 1163 1959
 DM0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0493+STABILITY: SURFACE MOTION
 DM0493
 DM0493  HISTORY     - Date     Condition        Report By
 DM0493  HISTORY     - 1959     MONUMENTED       CGS
 DM0493  HISTORY     - 19940419 GOOD             USPSQD
 DM0493
 DM0493                          STATION DESCRIPTION
 DM0493
 DM0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 DM0493'3.1 MI NW FROM LONE OAK.
 DM0493'ABOUT 3.1 MILES NORTHWEST ALONG THE NEW U. S. HIGHWAY 69 FROM THE
 DM0493'JUNCTION OF FARM ROAD 1567 AT LONE OAK, AT THE JUNCTION OF A GRADED
 DM0493'DIRT ROAD LEADING NORTH, 131 FEET NORTHEAST OF THE CENTER LINE OF THE
 DM0493'HIGHWAY, IN A NARROW STRIP OF LAND BETWEEN THE OLD AND NEW HIGHWAYS 52
 DM0493'1/2 FEET NORTH OF A POWER POLE, 35 FEET SOUTH OF THE CENTER LINE OF
 DM0493'THE OLD HIGHWAY, 16 FEET EAST OF THE EXTENDED CENTER LINE OF THE DIRT
 DM0493'ROAD, 1 1/2 FEET WEST OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS
 DM0493'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DM0493
 DM0493                          STATION RECOVERY (1994)
 DM0493
 DM0493'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2100 ***********************************************************************
 BY2100  DESIGNATION -  K 1164
 BY2100  PID         -  BY2100
 BY2100  STATE/COUNTY-  TX/ANDERSON
 BY2100  USGS QUAD   -  SOUTHEAST PALESTINE (1982)
 BY2100
 BY2100                         *CURRENT SURVEY CONTROL
 BY2100  ___________________________________________________________________
 BY2100* NAD 83(1986)-  31 42 45.     (N)    095 36 39.     (W)     SCALED    
 BY2100* NAVD 88     -       117.290  (meters)     384.81   (feet)  ADJUSTED  
 BY2100  ___________________________________________________________________
 BY2100  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BY2100  DYNAMIC HT  -         117.146 (meters)     384.34  (feet)  COMP
 BY2100  MODELED GRAV-     979,411.5   (mgal)                       NAVD 88
 BY2100
 BY2100  VERT ORDER  -  FIRST     CLASS II
 BY2100
 BY2100.The horizontal coordinates were scaled from a topographic map and have
 BY2100.an estimated accuracy of +/- 6 seconds.
 BY2100
 BY2100.The orthometric height was determined by differential leveling
 BY2100.and adjusted by the National Geodetic Survey in June 1991..
 BY2100
 BY2100.The geoid height was determined by GEOID03.
 BY2100
 BY2100.The dynamic height is computed by dividing the NAVD 88
 BY2100.geopotential number by the normal gravity value computed on the
 BY2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2100.degrees latitude (g = 980.6199 gals.).
 BY2100
 BY2100.The modeled gravity was interpolated from observed gravity values.
 BY2100
 BY2100;                    North         East    Units  Estimated Accuracy
 BY2100;SPC TX C     - 3,236,300.    1,147,480.      MT  (+/- 180 meters Scaled)
 BY2100
 BY2100                          SUPERSEDED SURVEY CONTROL
 BY2100
 BY2100  NGVD 29 (??/??/92)  117.260  (m)          384.71   (f) ADJ UNCH    1 2
 BY2100
 BY2100.Superseded values are not recommended for survey control.
 BY2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2100.See file dsdata.txt to determine how the superseded data were derived.
 BY2100
 BY2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR525115(NAD 83)
 BY2100_MARKER: DB = BENCH MARK DISK
 BY2100_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BY2100_SP_SET: 26 FT.
 BY2100_STAMPING: K 1164 1959
 BY2100_PROJECTION: FLUSH
 BY2100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2100_ROD/PIPE-DEPTH: 7.9  meters
 BY2100
 BY2100  HISTORY     - Date     Condition        Report By
 BY2100  HISTORY     - 1959     MONUMENTED       CGS
 BY2100  HISTORY     - 1960     GOOD             NGS
 BY2100  HISTORY     - 1980     GOOD             NGS
 BY2100
 BY2100                          STATION DESCRIPTION
 BY2100
 BY2100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2100'5.2 MI S FROM PALESTINE.
 BY2100'ABOUT 5.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2100'STATION AT PALESTINE, 44 FEET WEST OF THE WEST RAIL, 62 FEET SOUTHWEST
 BY2100'OF THE CENTER OF A DIRT ROAD CROSSING, 41 FEET SOUTH OF THE CENTER
 BY2100'LINE OF THE ROAD, 34 FEET NORTH OF A TELEPHONE POLE, 2 FEET EAST OF A
 BY2100'FENCE, 3 1/2 FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A
 BY2100'METAL WITNESS POST, 27.3 FEET SOUTHEAST OF BENCH MARK S 85, ABOUT 3
 BY2100'FEET BELOW THE LEVEL OF THE TRACK, A DISK CLAMPED ON THE TOP OF A
 BY2100'5/8-INCH COPPER CLAD STEEL ROD DRIVEN TO A DEPTH OF 26 FEET AND
 BY2100'ENCASED IN A 6-INCH CONCRETE PIPE THAT PROJECTS 3 INCHES.
 BY2100
 BY2100                          STATION RECOVERY (1980)
 BY2100
 BY2100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2100'2.0 KM. (1.25 MI.) SOUTH ALONG FARM ROAD 322 FROM THE JUNCTION OF
 BY2100'SOUTH LOOP 256 IN PALESTINE, THENCE 1.1 KM. (0.7 MI.) SOUTHEAST ALONG
 BY2100'SOUTH HILL ROAD, THENCE O.4 KM. (0.25 MI.) EAST ALONG BUCKHORN DRIVE
 BY2100'THENCE 0.15 KM. (0.1 MI.) SOUTH ALONG RANGE ROAD, THENCE 0.3 KM.
 BY2100'(0.2 MI.) EAST ALONG LAZY DAY ROAD, AT THE CROSSING OF THE MISSOURI
 BY2100'PACIFIC RAILROAD, 18.9 M. (62.0 FT.) SOUTHWEST OF THE CENTER OF THE
 BY2100'CROSSING, 13.4 M. (44.0 FT.) WEST OF THE WEST RAIL, 12.5 M. (41.0 FT.)
 BY2100'SOUTH OF THE CENTERLINE OF THE ROAD, 0.6 M. (2.0 FT.) EAST OF A FENCE,
 BY2100'1.2 M. (4.0 FT.) SOUTHEAST OF A CORNER FENCE POST, 8.3 M. (27.3 FT.)
 BY2100'SOUTHEAST OF BENCH MARK S 85.
 BY2100'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BY2100'THE MARK IS 1.0 M BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1364 ***********************************************************************
 BY1364  DESIGNATION -  K 1165
 BY1364  PID         -  BY1364
 BY1364  STATE/COUNTY-  TX/HOUSTON
 BY1364  USGS QUAD   -  CROCKETT (1950)
 BY1364
 BY1364                         *CURRENT SURVEY CONTROL
 BY1364  ___________________________________________________________________
 BY1364* NAD 83(1986)-  31 20 38.     (N)    095 28 35.     (W)     SCALED    
 BY1364* NAVD 88     -        84.89   (+/-2cm)     278.5    (feet)  VERTCON   
 BY1364  ___________________________________________________________________
 BY1364  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY1364
 BY1364  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1364
 BY1364.The horizontal coordinates were scaled from a topographic map and have
 BY1364.an estimated accuracy of +/- 6 seconds.
 BY1364
 BY1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1364.The vertical order pertains to the NGVD 29 superseded value.
 BY1364
 BY1364.The geoid height was determined by GEOID03.
 BY1364
 BY1364;                    North         East    Units  Estimated Accuracy
 BY1364;SPC TX C     - 3,196,020.    1,161,990.      MT  (+/- 180 meters Scaled)
 BY1364
 BY1364                          SUPERSEDED SURVEY CONTROL
 BY1364
 BY1364  NGVD 29 (??/??/92)   84.878  (m)          278.47   (f) ADJ UNCH    1 2
 BY1364
 BY1364.Superseded values are not recommended for survey control.
 BY1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1364.See file dsdata.txt to determine how the superseded data were derived.
 BY1364
 BY1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ644703(NAD 83)
 BY1364_MARKER: DB = BENCH MARK DISK
 BY1364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1364_SP_SET: ABUTMENT
 BY1364_STAMPING: K 1165 1960
 BY1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1364
 BY1364  HISTORY     - Date     Condition        Report By
 BY1364  HISTORY     - 1960     MONUMENTED       CGS
 BY1364
 BY1364                          STATION DESCRIPTION
 BY1364
 BY1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1364'2.4 MI N FROM CROCKETT.
 BY1364'ABOUT 2.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1364'STATION AT CROCKETT, 4 POLES SOUTH OF MILEPOST 35, SET IN THE TOP OF
 BY1364'THE EAST END OF THE NORTH CONCRETE ABUTMENT OF CONCRETE TRESTLE NO.
 BY1364'35.1 WHICH IS OVER HURRICANE BAYOU, 6 1/2 FEET EAST OF THE EAST RAIL,
 BY1364'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0823 ***********************************************************************
 BL0823  DESIGNATION -  K 1166
 BL0823  PID         -  BL0823
 BL0823  STATE/COUNTY-  TX/WALKER
 BL0823  USGS QUAD   -  PHELPS (1976)
 BL0823
 BL0823                         *CURRENT SURVEY CONTROL
 BL0823  ___________________________________________________________________
 BL0823* NAD 83(1986)-  30 39 45.     (N)    095 27 04.     (W)     SCALED    
 BL0823* NAVD 88     -        96.675  (meters)     317.17   (feet)  ADJUSTED  
 BL0823  ___________________________________________________________________
 BL0823  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BL0823  DYNAMIC HT  -          96.548 (meters)     316.76  (feet)  COMP
 BL0823  MODELED GRAV-     979,332.4   (mgal)                       NAVD 88
 BL0823
 BL0823  VERT ORDER  -  FIRST     CLASS I
 BL0823
 BL0823.The horizontal coordinates were scaled from a topographic map and have
 BL0823.an estimated accuracy of +/- 6 seconds.
 BL0823
 BL0823.The orthometric height was determined by differential leveling
 BL0823.and adjusted by the National Geodetic Survey in June 1991..
 BL0823
 BL0823.The geoid height was determined by GEOID03.
 BL0823
 BL0823.The dynamic height is computed by dividing the NAVD 88
 BL0823.geopotential number by the normal gravity value computed on the
 BL0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0823.degrees latitude (g = 980.6199 gals.).
 BL0823
 BL0823.The modeled gravity was interpolated from observed gravity values.
 BL0823
 BL0823;                    North         East    Units  Estimated Accuracy
 BL0823;SPC TX C     - 3,120,660.    1,167,710.      MT  (+/- 180 meters Scaled)
 BL0823
 BL0823                          SUPERSEDED SURVEY CONTROL
 BL0823
 BL0823  NGVD 29 (12/23/87)   96.682  (m)          317.20   (f) ADJUSTED    1 1
 BL0823
 BL0823.Superseded values are not recommended for survey control.
 BL0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0823.See file dsdata.txt to determine how the superseded data were derived.
 BL0823
 BL0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP651947(NAD 83)
 BL0823_MARKER: DB = BENCH MARK DISK
 BL0823_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL0823_SP_SET: ABUTMENT
 BL0823_STAMPING: K 1166 1960
 BL0823_MARK LOGO: CGS   
 BL0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0823
 BL0823  HISTORY     - Date     Condition        Report By
 BL0823  HISTORY     - 1960     MONUMENTED       CGS
 BL0823  HISTORY     - 1973     GOOD             NGS
 BL0823  HISTORY     - 1987     GOOD             NGS
 BL0823
 BL0823                          STATION DESCRIPTION
 BL0823
 BL0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0823'2.45 MI S FROM PHELPS.
 BL0823'ABOUT 2.45 MILES SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0823'CROSSING OF SPUR 2296, SET IN THE TOP OF THE NORTHWEST END OF THE
 BL0823'SOUTHWEST CONCRETE ABUTMENT TO THE RAILROAD BRIDGE, DISK DRILLED IN
 BL0823'THE ABUTMENT OF THE BRIDGE, 6.6 FEET NORTHWEST OF THE NORTHWEST RAIL,
 BL0823'4.6 FEET SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT, AND ABOUT 1
 BL0823'1/2 FEET BELOW THE LEVEL OF THE RAIL.
 BL0823
 BL0823                          STATION RECOVERY (1987)
 BL0823
 BL0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0844 ***********************************************************************
 DN0844  DESIGNATION -  K 1167
 DN0844  PID         -  DN0844
 DN0844  STATE/COUNTY-  TX/CLAY
 DN0844  USGS QUAD   -  STONEBURG (1976)
 DN0844
 DN0844                         *CURRENT SURVEY CONTROL
 DN0844  ___________________________________________________________________
 DN0844* NAD 83(1986)-  33 37 44.     (N)    097 59 57.     (W)     SCALED    
 DN0844* NAVD 88     -       305.726  (meters)    1003.04   (feet)  ADJUSTED  
 DN0844  ___________________________________________________________________
 DN0844  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DN0844  DYNAMIC HT  -         305.387 (meters)    1001.92  (feet)  COMP
 DN0844  MODELED GRAV-     979,519.2   (mgal)                       NAVD 88
 DN0844
 DN0844  VERT ORDER  -  SECOND    CLASS 0
 DN0844
 DN0844.The horizontal coordinates were scaled from a topographic map and have
 DN0844.an estimated accuracy of +/- 6 seconds.
 DN0844
 DN0844.The orthometric height was determined by differential leveling
 DN0844.and adjusted by the National Geodetic Survey in June 1991..
 DN0844
 DN0844.The geoid height was determined by GEOID03.
 DN0844
 DN0844.The dynamic height is computed by dividing the NAVD 88
 DN0844.geopotential number by the normal gravity value computed on the
 DN0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0844.degrees latitude (g = 980.6199 gals.).
 DN0844
 DN0844.The modeled gravity was interpolated from observed gravity values.
 DN0844
 DN0844;                    North         East    Units  Estimated Accuracy
 DN0844;SPC TXNC     - 2,217,710.      646,470.      MT  (+/- 180 meters Scaled)
 DN0844
 DN0844                          SUPERSEDED SURVEY CONTROL
 DN0844
 DN0844  NGVD 29 (??/??/92)  305.670  (m)         1002.85   (f) ADJ UNCH    2 0
 DN0844
 DN0844.Superseded values are not recommended for survey control.
 DN0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0844.See file dsdata.txt to determine how the superseded data were derived.
 DN0844
 DN0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC928214(NAD 83)
 DN0844_MARKER: DB = BENCH MARK DISK
 DN0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0844_SP_SET: CULVERT
 DN0844_STAMPING: K 1167 1961
 DN0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0844
 DN0844  HISTORY     - Date     Condition        Report By
 DN0844  HISTORY     - 1961     MONUMENTED       CGS
 DN0844  HISTORY     - 1984     MARK NOT FOUND   NGS
 DN0844
 DN0844                          STATION DESCRIPTION
 DN0844
 DN0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DN0844'1.25 MI SE FROM BELLEVUE.
 DN0844'ABOUT 0.1 MILE NORTH ALONG FARM ROAD 1288 FROM THE POST OFFICE AT
 DN0844'BELLEVUE, THENCE 1.15 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER
 DN0844'RAILWAY, 8 RAILS SOUTHEAST OF SEMAPHORE SIGNAL NUMBER N 7839, 61 FEET
 DN0844'SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE CENTER OF THE TOP OF THE
 DN0844'NORTHEAST HEAD WALL OF A CONCRETE CULVERT UNDER U. S. HIGHWAY 287, 25
 DN0844'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST TRAFFIC LANE OF THE
 DN0844'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND 10 FEET BELOW THE LEVEL OF
 DN0844'THE TRACK.
 DN0844
 DN0844                          STATION RECOVERY (1984)
 DN0844
 DN0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DN0844'THERE IS 6 INCHES OF NEW CONCRETE ON TOP OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0092 ***********************************************************************
 DO0092  DESIGNATION -  K 1169
 DO0092  PID         -  DO0092
 DO0092  STATE/COUNTY-  TX/ARCHER
 DO0092  USGS QUAD   -  WINDTHORST (1962)
 DO0092
 DO0092                         *CURRENT SURVEY CONTROL
 DO0092  ___________________________________________________________________
 DO0092* NAD 83(1986)-  33 33 40.     (N)    098 26 19.     (W)     SCALED    
 DO0092* NAVD 88     -       322.582  (meters)    1058.34   (feet)  ADJUSTED  
 DO0092  ___________________________________________________________________
 DO0092  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DO0092  DYNAMIC HT  -         322.216 (meters)    1057.14  (feet)  COMP
 DO0092  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 DO0092
 DO0092  VERT ORDER  -  SECOND    CLASS 0
 DO0092
 DO0092.The horizontal coordinates were scaled from a topographic map and have
 DO0092.an estimated accuracy of +/- 6 seconds.
 DO0092
 DO0092.The orthometric height was determined by differential leveling
 DO0092.and adjusted by the National Geodetic Survey in June 1991..
 DO0092
 DO0092.The geoid height was determined by GEOID03.
 DO0092
 DO0092.The dynamic height is computed by dividing the NAVD 88
 DO0092.geopotential number by the normal gravity value computed on the
 DO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0092.degrees latitude (g = 980.6199 gals.).
 DO0092
 DO0092.The modeled gravity was interpolated from observed gravity values.
 DO0092
 DO0092;                    North         East    Units  Estimated Accuracy
 DO0092;SPC TXNC     - 2,210,080.      605,700.      MT  (+/- 180 meters Scaled)
 DO0092
 DO0092                          SUPERSEDED SURVEY CONTROL
 DO0092
 DO0092  NGVD 29 (??/??/92)  322.509  (m)         1058.10   (f) ADJ UNCH    2 0
 DO0092
 DO0092.Superseded values are not recommended for survey control.
 DO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0092.See file dsdata.txt to determine how the superseded data were derived.
 DO0092
 DO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC521136(NAD 83)
 DO0092_MARKER: DB = BENCH MARK DISK
 DO0092_SETTING: 66 = SET IN ROCK OUTCROP
 DO0092_SP_SET: OUTCROP
 DO0092_STAMPING: K 1169 1961
 DO0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0092+STABILITY: POSITION/ELEVATION WELL
 DO0092
 DO0092  HISTORY     - Date     Condition        Report By
 DO0092  HISTORY     - 1961     MONUMENTED       CGS
 DO0092  HISTORY     - 20010530 MARK NOT FOUND   USPSQD
 DO0092
 DO0092                          STATION DESCRIPTION
 DO0092
 DO0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0092'1.05 MI S FROM WINDTHORST.
 DO0092'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT
 DO0092'WINDTHORST, ABOUT 0.1 MILE SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A
 DO0092'ROCK HOUSE, ON THE SOUTH SLOPE OF A HILL, 137 FEET WEST OF THE CENTER
 DO0092'LINE OF THE HIGHWAY, SET IN THE TOP OF A SANDSTONE OUTCROP, 100 FEET
 DO0092'NORTHWEST OF A TELEPHONE POLE, 86 FEET WEST OF A FENCE, ABOUT LEVEL
 DO0092'WITH THE HIGHWAY, AND PROJECTING 6 INCHES.
 DO0092
 DO0092                          STATION RECOVERY (2001)
 DO0092
 DO0092'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0042 ***********************************************************************
 CA0042  DESIGNATION -  K 117
 CA0042  PID         -  CA0042
 CA0042  STATE/COUNTY-  TX/HAMILTON
 CA0042  USGS QUAD   -  HAMILTON WEST (1979)
 CA0042
 CA0042                         *CURRENT SURVEY CONTROL
 CA0042  ___________________________________________________________________
 CA0042* NAD 83(1986)-  31 42 17.     (N)    098 07 33.     (W)     SCALED    
 CA0042* NAVD 88     -       356.361  (meters)    1169.16   (feet)  ADJUSTED  
 CA0042  ___________________________________________________________________
 CA0042  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CA0042  DYNAMIC HT  -         355.903 (meters)    1167.66  (feet)  COMP
 CA0042  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 CA0042
 CA0042  VERT ORDER  -  SECOND    CLASS 0
 CA0042
 CA0042.The horizontal coordinates were scaled from a topographic map and have
 CA0042.an estimated accuracy of +/- 6 seconds.
 CA0042
 CA0042.The orthometric height was determined by differential leveling
 CA0042.and adjusted by the National Geodetic Survey in June 1991..
 CA0042
 CA0042.The geoid height was determined by GEOID03.
 CA0042
 CA0042.The dynamic height is computed by dividing the NAVD 88
 CA0042.geopotential number by the normal gravity value computed on the
 CA0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0042.degrees latitude (g = 980.6199 gals.).
 CA0042
 CA0042.The modeled gravity was interpolated from observed gravity values.
 CA0042
 CA0042;                    North         East    Units  Estimated Accuracy
 CA0042;SPC TX C     - 3,228,010.      909,240.      MT  (+/- 180 meters Scaled)
 CA0042
 CA0042                          SUPERSEDED SURVEY CONTROL
 CA0042
 CA0042  NGVD 29 (??/??/92)  356.278  (m)         1168.89   (f) ADJ UNCH    2 0
 CA0042
 CA0042.Superseded values are not recommended for survey control.
 CA0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0042.See file dsdata.txt to determine how the superseded data were derived.
 CA0042
 CA0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA828080(NAD 83)
 CA0042_MARKER: DB = BENCH MARK DISK
 CA0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0042_SP_SET: STEP
 CA0042_STAMPING: 1169.128 K 117 1933
 CA0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0042
 CA0042  HISTORY     - Date     Condition        Report By
 CA0042  HISTORY     - 1933     MONUMENTED       CGS
 CA0042  HISTORY     - 1935     GOOD             NGS
 CA0042
 CA0042                          STATION DESCRIPTION
 CA0042
 CA0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0042'IN HAMILTON.
 CA0042'AT HAMILTON, HAMILTON COUNTY, TWO BLOCKS WEST OF THE COURTHOUSE, AT
 CA0042'THE WEST ENTRANCE TO THE FIRST METHODIST CHURCH, IN THE WEST END OF
 CA0042'THE BOTTOM STEP, 14 INCHES FROM THE SOUTH EDGE, AND 5 INCHES FROM THE
 CA0042'WEST EDGE.
 CA0042
 CA0042                          STATION RECOVERY (1935)
 CA0042
 CA0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0182 ***********************************************************************
 DO0182  DESIGNATION -  K 1170
 DO0182  PID         -  DO0182
 DO0182  STATE/COUNTY-  TX/JACK
 DO0182  USGS QUAD   -  JACKSBORO NE (1982)
 DO0182
 DO0182                         *CURRENT SURVEY CONTROL
 DO0182  ___________________________________________________________________
 DO0182* NAD 83(1986)-  33 08 57.     (N)    098 05 21.     (W)     SCALED    
 DO0182* NAVD 88     -       363.884  (meters)    1193.84   (feet)  ADJUSTED  
 DO0182  ___________________________________________________________________
 DO0182  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DO0182  DYNAMIC HT  -         363.460 (meters)    1192.45  (feet)  COMP
 DO0182  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 DO0182
 DO0182  VERT ORDER  -  SECOND    CLASS 0
 DO0182
 DO0182.The horizontal coordinates were scaled from a topographic map and have
 DO0182.an estimated accuracy of +/- 6 seconds.
 DO0182
 DO0182.The orthometric height was determined by differential leveling
 DO0182.and adjusted by the National Geodetic Survey in June 1991..
 DO0182
 DO0182.The geoid height was determined by GEOID03.
 DO0182
 DO0182.The dynamic height is computed by dividing the NAVD 88
 DO0182.geopotential number by the normal gravity value computed on the
 DO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0182.degrees latitude (g = 980.6199 gals.).
 DO0182
 DO0182.The modeled gravity was interpolated from observed gravity values.
 DO0182
 DO0182;                    North         East    Units  Estimated Accuracy
 DO0182;SPC TXNC     - 2,164,470.      638,320.      MT  (+/- 180 meters Scaled)
 DO0182
 DO0182                          SUPERSEDED SURVEY CONTROL
 DO0182
 DO0182  NGVD 29 (??/??/92)  363.801  (m)         1193.57   (f) ADJ UNCH    2 0
 DO0182
 DO0182.Superseded values are not recommended for survey control.
 DO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0182.See file dsdata.txt to determine how the superseded data were derived.
 DO0182
 DO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB849681(NAD 83)
 DO0182_MARKER: DB = BENCH MARK DISK
 DO0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0182_SP_SET: ABUTMENT
 DO0182_STAMPING: K 1170 1961
 DO0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0182
 DO0182  HISTORY     - Date     Condition        Report By
 DO0182  HISTORY     - 1961     MONUMENTED       CGS
 DO0182  HISTORY     - 20010325 GOOD             USPSQD
 DO0182  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 DO0182
 DO0182                          STATION DESCRIPTION
 DO0182
 DO0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0182'6.55 MI SE FROM JACKSBORO.
 DO0182'ABOUT 6.55 MILES SOUTHEAST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAY
 DO0182'199 FROM THE COURTHOUSE AT JACKSBORO, 1.0 MILE NORTHWEST OF THE
 DO0182'JUNCTION OF THE TWO HIGHWAYS, AT THE JUNCTION OF THE HIGHWAY AND A
 DO0182'PRIVATE ROAD LEADING NORTHEAST TO TWO OIL TANKS AND SOME OIL WELLS, 51
 DO0182'FEET NORTHEAST OF THE CENTER LINE OF NORTHEAST TRAFFIC LANE OF THE
 DO0182'HIGHWAY, SET IN THE TOP OF THE NORTHWEST OF THE NORTHEAST CONCRETE
 DO0182'ABUTMENT OF A CATTLE GUARD ACROSS THE PRIVATE ROAD, 9 FEET NORTHWEST
 DO0182'OF THE CENTER LINE OF THE PRIVATE ROAD, AND ABOUT LEVEL WITH THE
 DO0182'HIGHWAY AND ROAD.
 DO0182
 DO0182                          STATION RECOVERY (2001)
 DO0182
 DO0182'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0182'RECOVERED IN GOOD CONDITION.
 DO0182
 DO0182                          STATION RECOVERY (2005)
 DO0182
 DO0182'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0355 ***********************************************************************
 CU0355  DESIGNATION -  K 1171
 CU0355  PID         -  CU0355
 CU0355  STATE/COUNTY-  TX/MITCHELL
 CU0355  USGS QUAD   -  COLORADO CITY SE (1979)
 CU0355
 CU0355                         *CURRENT SURVEY CONTROL
 CU0355  ___________________________________________________________________
 CU0355* NAD 83(1986)-  32 16 22.     (N)    100 47 59.     (W)     SCALED    
 CU0355* NAVD 88     -       675.359  (meters)    2215.74   (feet)  ADJUSTED  
 CU0355  ___________________________________________________________________
 CU0355  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CU0355  DYNAMIC HT  -         674.459 (meters)    2212.79  (feet)  COMP
 CU0355  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 CU0355
 CU0355  VERT ORDER  -  SECOND    CLASS 0
 CU0355
 CU0355.The horizontal coordinates were scaled from a topographic map and have
 CU0355.an estimated accuracy of +/- 6 seconds.
 CU0355
 CU0355.The orthometric height was determined by differential leveling
 CU0355.and adjusted by the National Geodetic Survey in June 1991..
 CU0355
 CU0355.The geoid height was determined by GEOID03.
 CU0355
 CU0355.The dynamic height is computed by dividing the NAVD 88
 CU0355.geopotential number by the normal gravity value computed on the
 CU0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0355.degrees latitude (g = 980.6199 gals.).
 CU0355
 CU0355.The modeled gravity was interpolated from observed gravity values.
 CU0355
 CU0355;                    North         East    Units  Estimated Accuracy
 CU0355;SPC TXNC     - 2,069,580.      383,360.      MT  (+/- 180 meters Scaled)
 CU0355
 CU0355                          SUPERSEDED SURVEY CONTROL
 CU0355
 CU0355  NGVD 29 (??/??/92)  675.154  (m)         2215.07   (f) ADJ UNCH    2 0
 CU0355
 CU0355.Superseded values are not recommended for survey control.
 CU0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0355.See file dsdata.txt to determine how the superseded data were derived.
 CU0355
 CU0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA305720(NAD 83)
 CU0355_MARKER: DB = BENCH MARK DISK
 CU0355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CU0355_SP_SET: FOUNDATION
 CU0355_STAMPING: K 1171 1961
 CU0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0355
 CU0355  HISTORY     - Date     Condition        Report By
 CU0355  HISTORY     - 1961     MONUMENTED       CGS
 CU0355
 CU0355                          STATION DESCRIPTION
 CU0355
 CU0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0355'10.4 MI SE FROM COLORADO CITY.
 CU0355'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0355'STATION AT COLORADO CITY, THENCE 8.25 MILES SOUTHEAST ALONG STATE
 CU0355'HIGHWAY 208, THENCE 0.35 MILE EAST ALONG A TRACK ROAD TO THE CREST OF
 CU0355'A HILL AND A 300 FOOT MICROWAVE TOWER BELONGING TO THE SOUTHWESTERN
 CU0355'BELL TELEPHONE COMPANY, 11 1/2 FEET WEST OF THE WEST FACE OF A SMALL
 CU0355'CONCRETE BLOCK BUILDING, SET VERTICALLY IN THE WEST FACE OF A CONCRETE
 CU0355'FOUNDATION SUPPORTING THE STEEL TOWER, 1 1/2 FEET ABOVE THE GROUND,
 CU0355'AND 10 INCHES BELOW THE STEEL BASE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0276 ***********************************************************************
 CB0276  DESIGNATION -  K 1172
 CB0276  PID         -  CB0276
 CB0276  STATE/COUNTY-  TX/COKE
 CB0276  USGS QUAD   -  EDITH (1987)
 CB0276
 CB0276                         *CURRENT SURVEY CONTROL
 CB0276  ___________________________________________________________________
 CB0276* NAD 83(1986)-  31 57 17.     (N)    100 31 41.     (W)     SCALED    
 CB0276* NAVD 88     -       623.180  (meters)    2044.55   (feet)  ADJUSTED  
 CB0276  ___________________________________________________________________
 CB0276  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CB0276  DYNAMIC HT  -         622.354 (meters)    2041.84  (feet)  COMP
 CB0276  MODELED GRAV-     979,293.3   (mgal)                       NAVD 88
 CB0276
 CB0276  VERT ORDER  -  SECOND    CLASS 0
 CB0276
 CB0276.The horizontal coordinates were scaled from a topographic map and have
 CB0276.an estimated accuracy of +/- 6 seconds.
 CB0276
 CB0276.The orthometric height was determined by differential leveling
 CB0276.and adjusted by the National Geodetic Survey in June 1991..
 CB0276
 CB0276.The geoid height was determined by GEOID03.
 CB0276
 CB0276.The dynamic height is computed by dividing the NAVD 88
 CB0276.geopotential number by the normal gravity value computed on the
 CB0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0276.degrees latitude (g = 980.6199 gals.).
 CB0276
 CB0276.The modeled gravity was interpolated from observed gravity values.
 CB0276
 CB0276;                    North         East    Units  Estimated Accuracy
 CB0276;SPC TX C     - 3,253,670.      681,590.      MT  (+/- 180 meters Scaled)
 CB0276
 CB0276                          SUPERSEDED SURVEY CONTROL
 CB0276
 CB0276  NGVD 29 (??/??/92)  622.985  (m)         2043.91   (f) ADJ UNCH    2 0
 CB0276
 CB0276.Superseded values are not recommended for survey control.
 CB0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0276.See file dsdata.txt to determine how the superseded data were derived.
 CB0276
 CB0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA555364(NAD 83)
 CB0276_MARKER: DB = BENCH MARK DISK
 CB0276_SETTING: 66 = SET IN ROCK OUTCROP
 CB0276_SP_SET: ROCK OUTCROP
 CB0276_STAMPING: K 1172 1961
 CB0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0276+STABILITY: POSITION/ELEVATION WELL
 CB0276
 CB0276  HISTORY     - Date     Condition        Report By
 CB0276  HISTORY     - 1961     MONUMENTED       CGS
 CB0276
 CB0276                          STATION DESCRIPTION
 CB0276
 CB0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0276'5.15 MI NW FROM ROBERT LEE.
 CB0276'ABOUT 0.2 MILE NORTHEAST ALONG LOOP 229 FROM THE COURTHOUSE AT ROBERT
 CB0276'LEE, THENCE 4.95 MILES NORTHWEST ALONG STATE HIGHWAY 208, 0.3 MILE
 CB0276'NORTHWEST OF A PIPELINE PASSING UNDER THE HIGHWAY, 0.1 MILE NORTHWEST
 CB0276'OF THE JUNCTION OF THE HIGHWAY AND A PRIVATE ROAD LEADING THE HARRIS
 CB0276'RANCH, IN THE BOTTOM OF A SHALLOW DRY WASH, 123 FEET SOUTHWEST OF THE
 CB0276'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A FLAT ROCK OUTCROP, 105
 CB0276'FEET SOUTHWEST OF THE SOUTHWEST CONCRETE HEAD WALL OF A CULVERT, 72
 CB0276'FEET SOUTHWEST OF A FENCE, ABOUT 7 FEET BELOW THE LEVEL OF THE
 CB0276'HIGHWAY, AND PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0114 ***********************************************************************
 CU0114  DESIGNATION -  K 1173
 CU0114  PID         -  CU0114
 CU0114  STATE/COUNTY-  TX/FISHER
 CU0114  USGS QUAD   -  LONGWORTH (1969)
 CU0114
 CU0114                         *CURRENT SURVEY CONTROL
 CU0114  ___________________________________________________________________
 CU0114* NAD 83(1986)-  32 42 54.     (N)    100 22 24.     (W)     SCALED    
 CU0114* NAVD 88     -       612.413  (meters)    2009.22   (feet)  ADJUSTED  
 CU0114  ___________________________________________________________________
 CU0114  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CU0114  DYNAMIC HT  -         611.605 (meters)    2006.57  (feet)  COMP
 CU0114  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 CU0114
 CU0114  VERT ORDER  -  SECOND    CLASS 0
 CU0114
 CU0114.The horizontal coordinates were scaled from a topographic map and have
 CU0114.an estimated accuracy of +/- 6 seconds.
 CU0114
 CU0114.The orthometric height was determined by differential leveling
 CU0114.and adjusted by the National Geodetic Survey in June 1991..
 CU0114
 CU0114.The geoid height was determined by GEOID03.
 CU0114
 CU0114.The dynamic height is computed by dividing the NAVD 88
 CU0114.geopotential number by the normal gravity value computed on the
 CU0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0114.degrees latitude (g = 980.6199 gals.).
 CU0114
 CU0114.The modeled gravity was interpolated from observed gravity values.
 CU0114
 CU0114;                    North         East    Units  Estimated Accuracy
 CU0114;SPC TXNC     - 2,117,820.      424,400.      MT  (+/- 180 meters Scaled)
 CU0114
 CU0114                          SUPERSEDED SURVEY CONTROL
 CU0114
 CU0114  NGVD 29 (??/??/92)  612.177  (m)         2008.45   (f) ADJ UNCH    2 0
 CU0114
 CU0114.Superseded values are not recommended for survey control.
 CU0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0114.See file dsdata.txt to determine how the superseded data were derived.
 CU0114
 CU0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB712205(NAD 83)
 CU0114_MARKER: DB = BENCH MARK DISK
 CU0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0114_STAMPING: K 1173 1961
 CU0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0114+STABILITY: SURFACE MOTION
 CU0114
 CU0114  HISTORY     - Date     Condition        Report By
 CU0114  HISTORY     - 1961     MONUMENTED       CGS
 CU0114
 CU0114                          STATION DESCRIPTION
 CU0114
 CU0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0114'2.1 MI S FROM ROBY.
 CU0114'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 70 FROM THE COUNTY
 CU0114'COURTHOUSE AT ROBY, 50 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 CU0114'INTERSECTION OF THE HIGHWAY AND A DIRT ROAD, 48 FEET EAST OF THE
 CU0114'CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE OF A DIRT
 CU0114'ROAD, 13 FEET SOUTH OF A TELEPHONE POLE, 2.2 FEET NORTH OF A METAL
 CU0114'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 CU0114'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0127 ***********************************************************************
 DP0127  DESIGNATION -  K 1174
 DP0127  PID         -  DP0127
 DP0127  STATE/COUNTY-  TX/FISHER
 DP0127  USGS QUAD   -  A B C CREEK (1969)
 DP0127
 DP0127                         *CURRENT SURVEY CONTROL
 DP0127  ___________________________________________________________________
 DP0127* NAD 83(1986)-  33 01 23.     (N)    100 33 34.     (W)     SCALED    
 DP0127* NAVD 88     -       654.757  (meters)    2148.15   (feet)  ADJUSTED  
 DP0127  ___________________________________________________________________
 DP0127  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DP0127  DYNAMIC HT  -         653.921 (meters)    2145.41  (feet)  COMP
 DP0127  MODELED GRAV-     979,341.2   (mgal)                       NAVD 88
 DP0127
 DP0127  VERT ORDER  -  SECOND    CLASS 0
 DP0127
 DP0127.The horizontal coordinates were scaled from a topographic map and have
 DP0127.an estimated accuracy of +/- 6 seconds.
 DP0127
 DP0127.The orthometric height was determined by differential leveling
 DP0127.and adjusted by the National Geodetic Survey in June 1991..
 DP0127
 DP0127.The geoid height was determined by GEOID03.
 DP0127
 DP0127.The dynamic height is computed by dividing the NAVD 88
 DP0127.geopotential number by the normal gravity value computed on the
 DP0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0127.degrees latitude (g = 980.6199 gals.).
 DP0127
 DP0127.The modeled gravity was interpolated from observed gravity values.
 DP0127
 DP0127;                    North         East    Units  Estimated Accuracy
 DP0127;SPC TXNC     - 2,152,300.      407,630.      MT  (+/- 180 meters Scaled)
 DP0127
 DP0127                          SUPERSEDED SURVEY CONTROL
 DP0127
 DP0127  NGVD 29 (??/??/92)  654.502  (m)         2147.31   (f) ADJ UNCH    2 0
 DP0127
 DP0127.Superseded values are not recommended for survey control.
 DP0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0127.See file dsdata.txt to determine how the superseded data were derived.
 DP0127
 DP0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB543549(NAD 83)
 DP0127_MARKER: DB = BENCH MARK DISK
 DP0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0127_STAMPING: K 1174 1961
 DP0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0127+STABILITY: SURFACE MOTION
 DP0127
 DP0127  HISTORY     - Date     Condition        Report By
 DP0127  HISTORY     - 1961     MONUMENTED       CGS
 DP0127  HISTORY     - 1971     GOOD             USGS
 DP0127
 DP0127                          STATION DESCRIPTION
 DP0127
 DP0127'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DP0127'14.65 MI NW FROM ROTAN.
 DP0127'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVE.  FROM THE MOST SOUTHERLY OF
 DP0127'A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 14.55 MILES NORTHWEST
 DP0127'ALONG STATE HIGHWAY 70, 0.4 MILE NORTHEAST OF A PROMINENT HILL, 0.2
 DP0127'MILE NORTH OF A JUNCTION OF THE HIGHWAY AND A DIRT ROAD LEADING WEST,
 DP0127'0.2 MILE SOUTH OF THE JUNCTION OF THE HIGHWAY AND A DIRT ROAD LEADING
 DP0127'TO THE BANDY RANCH, 266 FEET EAST OF CENTER OF HIGHWAY, 9.0 FEET LOWER
 DP0127'THAN HIGHWAY, 2 FEET WEST OF A FENCE, 1.7 FEET NORTH OF A METAL
 DP0127'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST, FLUSH WITH GR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0188 ***********************************************************************
 DO0188  DESIGNATION -  K 1175
 DO0188  PID         -  DO0188
 DO0188  STATE/COUNTY-  TX/JACK
 DO0188  USGS QUAD   -  PERRIN (1979)
 DO0188
 DO0188                         *CURRENT SURVEY CONTROL
 DO0188  ___________________________________________________________________
 DO0188* NAD 83(1986)-  33 04 53.     (N)    098 03 58.     (W)     SCALED    
 DO0188* NAVD 88     -       348.046  (meters)    1141.88   (feet)  ADJUSTED  
 DO0188  ___________________________________________________________________
 DO0188  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DO0188  DYNAMIC HT  -         347.633 (meters)    1140.53  (feet)  COMP
 DO0188  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 DO0188
 DO0188  VERT ORDER  -  SECOND    CLASS 0
 DO0188
 DO0188.The horizontal coordinates were scaled from a topographic map and have
 DO0188.an estimated accuracy of +/- 6 seconds.
 DO0188
 DO0188.The orthometric height was determined by differential leveling
 DO0188.and adjusted by the National Geodetic Survey in June 1991..
 DO0188
 DO0188.The geoid height was determined by GEOID03.
 DO0188
 DO0188.The dynamic height is computed by dividing the NAVD 88
 DO0188.geopotential number by the normal gravity value computed on the
 DO0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0188.degrees latitude (g = 980.6199 gals.).
 DO0188
 DO0188.The modeled gravity was interpolated from observed gravity values.
 DO0188
 DO0188;                    North         East    Units  Estimated Accuracy
 DO0188;SPC TXNC     - 2,156,960.      640,510.      MT  (+/- 180 meters Scaled)
 DO0188
 DO0188                          SUPERSEDED SURVEY CONTROL
 DO0188
 DO0188  NGVD 29 (??/??/92)  347.956  (m)         1141.59   (f) ADJ UNCH    2 0
 DO0188
 DO0188.Superseded values are not recommended for survey control.
 DO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0188.See file dsdata.txt to determine how the superseded data were derived.
 DO0188
 DO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB871606(NAD 83)
 DO0188_MARKER: DB = BENCH MARK DISK
 DO0188_SETTING: 66 = SET IN ROCK OUTCROP
 DO0188_SP_SET: ROCK LEDGE
 DO0188_STAMPING: K 1175 1961
 DO0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0188+STABILITY: POSITION/ELEVATION WELL
 DO0188
 DO0188  HISTORY     - Date     Condition        Report By
 DO0188  HISTORY     - 1961     MONUMENTED       CGS
 DO0188  HISTORY     - 20010325 GOOD             USPSQD
 DO0188  HISTORY     - 20050312 GOOD             USPSQD
 DO0188
 DO0188                          STATION DESCRIPTION
 DO0188
 DO0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0188'3.15 MI N FROM PERRIN.
 DO0188'ABOUT 3.15 MILES NORTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL
 DO0188'BUILDING AT PERRIN, AT THE SOUTH END OF A SHORT ROCKY CUT IN AN
 DO0188'ABANDONED RAILROAD GRADE, ABOUT 0.2 MILE NORTH OF A CURVE IN THE
 DO0188'HIGHWAY, 300 FEET SOUTH OF A CURVE IN THE HIGHWAY, 119 FEET WEST OF
 DO0188'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK LEDGE ON THE
 DO0188'SOUTHEAST SLOPE OF A ROCKY HILL, 34 FEET WEST OF THE CENTER LINE OF
 DO0188'THE ABANDONED RAILROAD GRADE, 72 FEET WEST OF A TELEPHONE POLE BRACED
 DO0188'BY A GUY WIRE, 71 FEET WEST OF A FENCE, AND ABOUT 7 FEET ABOVE THE
 DO0188'LEVEL OF THE HIGHWAY.
 DO0188
 DO0188                          STATION RECOVERY (2001)
 DO0188
 DO0188'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0188'RECOVERED IN GOOD CONDITION.
 DO0188
 DO0188                          STATION RECOVERY (2005)
 DO0188
 DO0188'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0442 ***********************************************************************
 CU0442  DESIGNATION -  K 1176
 CU0442  PID         -  CU0442
 CU0442  STATE/COUNTY-  TX/SCURRY
 CU0442  USGS QUAD   -  INADALE NW (1969)
 CU0442
 CU0442                         *CURRENT SURVEY CONTROL
 CU0442  ___________________________________________________________________
 CU0442* NAD 83(1986)-  32 43 12.     (N)    100 44 40.     (W)     SCALED    
 CU0442* NAVD 88     -       709.182  (meters)    2326.71   (feet)  ADJUSTED  
 CU0442  ___________________________________________________________________
 CU0442  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CU0442  DYNAMIC HT  -         708.239 (meters)    2323.61  (feet)  COMP
 CU0442  MODELED GRAV-     979,286.0   (mgal)                       NAVD 88
 CU0442
 CU0442  VERT ORDER  -  SECOND    CLASS 0
 CU0442
 CU0442.The horizontal coordinates were scaled from a topographic map and have
 CU0442.an estimated accuracy of +/- 6 seconds.
 CU0442
 CU0442.The orthometric height was determined by differential leveling
 CU0442.and adjusted by the National Geodetic Survey in June 1991..
 CU0442
 CU0442.The geoid height was determined by GEOID03.
 CU0442
 CU0442.The dynamic height is computed by dividing the NAVD 88
 CU0442.geopotential number by the normal gravity value computed on the
 CU0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0442.degrees latitude (g = 980.6199 gals.).
 CU0442
 CU0442.The modeled gravity was interpolated from observed gravity values.
 CU0442
 CU0442;                    North         East    Units  Estimated Accuracy
 CU0442;SPC TXNC     - 2,119,050.      389,630.      MT  (+/- 180 meters Scaled)
 CU0442
 CU0442                          SUPERSEDED SURVEY CONTROL
 CU0442
 CU0442  NGVD 29 (??/??/92)  708.898  (m)         2325.78   (f) ADJ UNCH    2 0
 CU0442
 CU0442.Superseded values are not recommended for survey control.
 CU0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0442.See file dsdata.txt to determine how the superseded data were derived.
 CU0442
 CU0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB365215(NAD 83)
 CU0442_MARKER: DB = BENCH MARK DISK
 CU0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0442_SP_SET: CULVERT
 CU0442_STAMPING: K 1176 1961
 CU0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0442
 CU0442  HISTORY     - Date     Condition        Report By
 CU0442  HISTORY     - 1961     MONUMENTED       CGS
 CU0442
 CU0442                          STATION DESCRIPTION
 CU0442
 CU0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0442'11.05 MI E FROM SNYDER.
 CU0442'ABOUT 3.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CU0442'FROM THE STATION AT SNYDER, THENCE 7.75 MILES EAST ALONG U. S. HIGHWAY
 CU0442'180, 22 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 CU0442'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A
 CU0442'DOUBLE CHANNEL CULVERT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CU0442'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0241 ***********************************************************************
 CB0241  DESIGNATION -  K 1177
 CB0241  PID         -  CB0241
 CB0241  STATE/COUNTY-  TX/COKE
 CB0241  USGS QUAD   -  GREEN MOUNTAIN (1987)
 CB0241
 CB0241                         *CURRENT SURVEY CONTROL
 CB0241  ___________________________________________________________________
 CB0241* NAD 83(1986)-  31 54 16.     (N)    100 39 37.     (W)     SCALED    
 CB0241* NAVD 88     -       634.294  (meters)    2081.01   (feet)  ADJUSTED  
 CB0241  ___________________________________________________________________
 CB0241  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 CB0241  DYNAMIC HT  -         633.439 (meters)    2078.21  (feet)  COMP
 CB0241  MODELED GRAV-     979,272.0   (mgal)                       NAVD 88
 CB0241
 CB0241  VERT ORDER  -  SECOND    CLASS 0
 CB0241
 CB0241.The horizontal coordinates were scaled from a topographic map and have
 CB0241.an estimated accuracy of +/- 6 seconds.
 CB0241
 CB0241.The orthometric height was determined by differential leveling
 CB0241.and adjusted by the National Geodetic Survey in June 1991..
 CB0241
 CB0241.The geoid height was determined by GEOID03.
 CB0241
 CB0241.The dynamic height is computed by dividing the NAVD 88
 CB0241.geopotential number by the normal gravity value computed on the
 CB0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0241.degrees latitude (g = 980.6199 gals.).
 CB0241
 CB0241.The modeled gravity was interpolated from observed gravity values.
 CB0241
 CB0241;                    North         East    Units  Estimated Accuracy
 CB0241;SPC TX C     - 3,248,130.      669,070.      MT  (+/- 180 meters Scaled)
 CB0241
 CB0241                          SUPERSEDED SURVEY CONTROL
 CB0241
 CB0241  NGVD 29 (??/??/92)  634.083  (m)         2080.32   (f) ADJ UNCH    2 0
 CB0241
 CB0241.Superseded values are not recommended for survey control.
 CB0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0241.See file dsdata.txt to determine how the superseded data were derived.
 CB0241
 CB0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA430310(NAD 83)
 CB0241_MARKER: DB = BENCH MARK DISK
 CB0241_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CB0241_SP_SET: 14 FEET
 CB0241_STAMPING: K 1177 1961
 CB0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0241
 CB0241  HISTORY     - Date     Condition        Report By
 CB0241  HISTORY     - 1961     MONUMENTED       CGS
 CB0241
 CB0241                          STATION DESCRIPTION
 CB0241
 CB0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0241'11.2 MI W FROM ROBERT LEE.
 CB0241'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0241'ROBERT LEE, THENCE 10.95 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0241'ROAD 387, 150 YARDS EAST OF THE JUNCTION OF THE HIGHWAY AND RANCH ROAD
 CB0241'2059 LEADING NORTH, 118 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 CB0241'231 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PECAN CHURCH, 67
 CB0241'FEET SOUTH OF A FENCE, 1 1/2 FEET WEST OF A NORTH-SOUTH FENCE, 1.5
 CB0241'FEET SOUTH OF A METAL WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH
 CB0241'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND IS ENCASED
 CB0241'IN A 6-INCH TILE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0261 ***********************************************************************
 CB0261  DESIGNATION -  K 1178
 CB0261  PID         -  CB0261
 CB0261  STATE/COUNTY-  TX/STERLING
 CB0261  USGS QUAD   -  STERLING CITY NW (1987)
 CB0261
 CB0261                         *CURRENT SURVEY CONTROL
 CB0261  ___________________________________________________________________
 CB0261* NAD 83(1986)-  31 54 38.     (N)    100 54 38.     (W)     SCALED    
 CB0261* NAVD 88     -       802.480  (meters)    2632.80   (feet)  ADJUSTED  
 CB0261  ___________________________________________________________________
 CB0261  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CB0261  DYNAMIC HT  -         801.377 (meters)    2629.18  (feet)  COMP
 CB0261  MODELED GRAV-     979,237.6   (mgal)                       NAVD 88
 CB0261
 CB0261  VERT ORDER  -  SECOND    CLASS 0
 CB0261
 CB0261.The horizontal coordinates were scaled from a topographic map and have
 CB0261.an estimated accuracy of +/- 6 seconds.
 CB0261
 CB0261.The orthometric height was determined by differential leveling
 CB0261.and adjusted by the National Geodetic Survey in June 1991..
 CB0261
 CB0261.The geoid height was determined by GEOID03.
 CB0261
 CB0261.The dynamic height is computed by dividing the NAVD 88
 CB0261.geopotential number by the normal gravity value computed on the
 CB0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0261.degrees latitude (g = 980.6199 gals.).
 CB0261
 CB0261.The modeled gravity was interpolated from observed gravity values.
 CB0261
 CB0261;                    North         East    Units  Estimated Accuracy
 CB0261;SPC TX C     - 3,248,900.      645,400.      MT  (+/- 180 meters Scaled)
 CB0261
 CB0261                          SUPERSEDED SURVEY CONTROL
 CB0261
 CB0261  NGVD 29 (??/??/92)  802.241  (m)         2632.02   (f) ADJ UNCH    2 0
 CB0261
 CB0261.Superseded values are not recommended for survey control.
 CB0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0261.See file dsdata.txt to determine how the superseded data were derived.
 CB0261
 CB0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA193321(NAD 83)
 CB0261_MARKER: DB = BENCH MARK DISK
 CB0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0261_STAMPING: K 1178 1961
 CB0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0261+STABILITY: SURFACE MOTION
 CB0261
 CB0261  HISTORY     - Date     Condition        Report By
 CB0261  HISTORY     - 1961     MONUMENTED       CGS
 CB0261  HISTORY     - 1972     GOOD             NGS
 CB0261
 CB0261                          STATION DESCRIPTION
 CB0261
 CB0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0261'8.6 MI NE FROM STERLING CITY.
 CB0261'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURHTOUSE
 CB0261'AT STERLING CITY, THENCE 7.85 MILES NORTHEAST ALONG STATE HIGHWAY 158
 CB0261'AND FARM ROAD 387, 0.45 MILE WEST OF THE JUNCTION OF THE HIGHWAY AND A
 CB0261'ROAD LEADING NORTH, 116 YARDS EAST OF A POWER LINE
 CB0261'CROSSING THE HIGHWAY, 47 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 CB0261'2 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT
 CB0261'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CB0261'CONCRETE POST PROJECTING 6 INCHES.
 CB0261
 CB0261                          STATION RECOVERY (1972)
 CB0261
 CB0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CB0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0419 ***********************************************************************
 CU0419  DESIGNATION -  K 1179
 CU0419  PID         -  CU0419
 CU0419  STATE/COUNTY-  TX/FISHER
 CU0419  USGS QUAD   -  HOBBS (1969)
 CU0419
 CU0419                         *CURRENT SURVEY CONTROL
 CU0419  ___________________________________________________________________
 CU0419* NAD 83(1986)-  32 48 57.     (N)    100 33 52.     (W)     SCALED    
 CU0419* NAVD 88     -       646.087  (meters)    2119.70   (feet)  ADJUSTED  
 CU0419  ___________________________________________________________________
 CU0419  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CU0419  DYNAMIC HT  -         645.243 (meters)    2116.93  (feet)  COMP
 CU0419  MODELED GRAV-     979,312.1   (mgal)                       NAVD 88
 CU0419
 CU0419  VERT ORDER  -  SECOND    CLASS 0
 CU0419
 CU0419.The horizontal coordinates were scaled from a topographic map and have
 CU0419.an estimated accuracy of +/- 6 seconds.
 CU0419
 CU0419.The orthometric height was determined by differential leveling
 CU0419.and adjusted by the National Geodetic Survey in June 1991..
 CU0419
 CU0419.The geoid height was determined by GEOID03.
 CU0419
 CU0419.The dynamic height is computed by dividing the NAVD 88
 CU0419.geopotential number by the normal gravity value computed on the
 CU0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0419.degrees latitude (g = 980.6199 gals.).
 CU0419
 CU0419.The modeled gravity was interpolated from observed gravity values.
 CU0419
 CU0419;                    North         East    Units  Estimated Accuracy
 CU0419;SPC TXNC     - 2,129,330.      406,710.      MT  (+/- 180 meters Scaled)
 CU0419
 CU0419                          SUPERSEDED SURVEY CONTROL
 CU0419
 CU0419  NGVD 29 (??/??/92)  645.830  (m)         2118.86   (f) ADJ UNCH    2 0
 CU0419
 CU0419.Superseded values are not recommended for survey control.
 CU0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0419.See file dsdata.txt to determine how the superseded data were derived.
 CU0419
 CU0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB535319(NAD 83)
 CU0419_MARKER: DB = BENCH MARK DISK
 CU0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0419_STAMPING: K 1179 1961
 CU0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0419+STABILITY: SURFACE MOTION
 CU0419
 CU0419  HISTORY     - Date     Condition        Report By
 CU0419  HISTORY     - 1961     MONUMENTED       CGS
 CU0419
 CU0419                          STATION DESCRIPTION
 CU0419
 CU0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0419'4.35 MI NE FROM HOBBS.
 CU0419'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0419'HOBBS, THENCE 4.15 MILES NORTHEAST ALONG FARM ROAD 611, 0.15 MILE EAST
 CU0419'OF THE JUNCTION OF THE FARM ROAD AND A DIRT ROAD LEADING SOUTH, 38 1/2
 CU0419'FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 32 FEET WEST OF THE
 CU0419'EXTENDED CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 20 1/2 FEET WEST
 CU0419'OF A POWER POLE, 2 FEET NORTH OF A FENCE, 1.5 FEET SOUTHEAST OF A
 CU0419'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE FARM ROAD,
 CU0419'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0151 ***********************************************************************
 CA0151  DESIGNATION -  K 118
 CA0151  PID         -  CA0151
 CA0151  STATE/COUNTY-  TX/LAMPASAS
 CA0151  USGS QUAD   -  LAMPASAS (1954)
 CA0151
 CA0151                         *CURRENT SURVEY CONTROL
 CA0151  ___________________________________________________________________
 CA0151* NAD 83(1986)-  31 02 59.     (N)    098 10 51.     (W)     SCALED    
 CA0151* NAVD 88     -       316.639  (meters)    1038.84   (feet)  ADJUSTED  
 CA0151  ___________________________________________________________________
 CA0151  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CA0151  DYNAMIC HT  -         316.217 (meters)    1037.46  (feet)  COMP
 CA0151  MODELED GRAV-     979,298.0   (mgal)                       NAVD 88
 CA0151
 CA0151  VERT ORDER  -  SECOND    CLASS 0
 CA0151
 CA0151.The horizontal coordinates were scaled from a topographic map and have
 CA0151.an estimated accuracy of +/- 6 seconds.
 CA0151
 CA0151.The orthometric height was determined by differential leveling
 CA0151.and adjusted by the National Geodetic Survey in June 1991..
 CA0151
 CA0151.The geoid height was determined by GEOID03.
 CA0151
 CA0151.The dynamic height is computed by dividing the NAVD 88
 CA0151.geopotential number by the normal gravity value computed on the
 CA0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0151.degrees latitude (g = 980.6199 gals.).
 CA0151
 CA0151.The modeled gravity was interpolated from observed gravity values.
 CA0151
 CA0151;                    North         East    Units  Estimated Accuracy
 CA0151;SPC TX C     - 3,155,310.      905,430.      MT  (+/- 180 meters Scaled)
 CA0151
 CA0151                          SUPERSEDED SURVEY CONTROL
 CA0151
 CA0151  NGVD 29 (??/??/92)  316.544  (m)         1038.53   (f) ADJ UNCH    2 0
 CA0151
 CA0151.Superseded values are not recommended for survey control.
 CA0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0151.See file dsdata.txt to determine how the superseded data were derived.
 CA0151
 CA0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV781354(NAD 83)
 CA0151_MARKER: DB = BENCH MARK DISK
 CA0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0151_STAMPING: K 118 1933
 CA0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0151+STABILITY: SURFACE MOTION
 CA0151
 CA0151  HISTORY     - Date     Condition        Report By
 CA0151  HISTORY     - 1933     MONUMENTED       CGS
 CA0151  HISTORY     - 1953     POOR             USGS
 CA0151  HISTORY     - 20020611 GOOD             USPSQD
 CA0151
 CA0151                          STATION DESCRIPTION
 CA0151
 CA0151'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 CA0151'1.1 MI S FROM LAMPASAS.
 CA0151'LAMPASAS, 1.1 MI. S. OF COURTHOUSE ALONG U.S. HWY. 281.  30 FT. N.,
 CA0151'160 FT. E. AND 1 FT. LOWER THAN CTR. OF JCT. OF DRIVE TO E. (DRIVE IS
 CA0151'TO FIRST HOUSE S. OF BUTANE STORAGE TANKS).  49 FT. W. OF CENTERLINE
 CA0151'ABANDONED R.R. BED.  ON FENCE LINE.  IN CONCRETE POST.  STANDARD DISK
 CA0151'STAMPED K118 1933.
 CA0151
 CA0151                          STATION RECOVERY (2002)
 CA0151
 CA0151'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 CA0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0515 ***********************************************************************
 CU0515  DESIGNATION -  K 1180
 CU0515  PID         -  CU0515
 CU0515  STATE/COUNTY-  TX/SCURRY
 CU0515  USGS QUAD   -  IRA (1979)
 CU0515
 CU0515                         *CURRENT SURVEY CONTROL
 CU0515  ___________________________________________________________________
 CU0515* NAD 83(1986)-  32 32 06.     (N)    101 03 31.     (W)     SCALED    
 CU0515* NAVD 88     -       665.792  (meters)    2184.35   (feet)  ADJUSTED  
 CU0515  ___________________________________________________________________
 CU0515  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CU0515  DYNAMIC HT  -         664.901 (meters)    2181.43  (feet)  COMP
 CU0515  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 CU0515
 CU0515  VERT ORDER  -  SECOND    CLASS 0
 CU0515
 CU0515.The horizontal coordinates were scaled from a topographic map and have
 CU0515.an estimated accuracy of +/- 6 seconds.
 CU0515
 CU0515.The orthometric height was determined by differential leveling
 CU0515.and adjusted by the National Geodetic Survey in June 1991..
 CU0515
 CU0515.The geoid height was determined by GEOID03.
 CU0515
 CU0515.The dynamic height is computed by dividing the NAVD 88
 CU0515.geopotential number by the normal gravity value computed on the
 CU0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0515.degrees latitude (g = 980.6199 gals.).
 CU0515
 CU0515.The modeled gravity was interpolated from observed gravity values.
 CU0515
 CU0515;                    North         East    Units  Estimated Accuracy
 CU0515;SPC TXNC     - 2,099,220.      359,690.      MT  (+/- 180 meters Scaled)
 CU0515
 CU0515                          SUPERSEDED SURVEY CONTROL
 CU0515
 CU0515  NGVD 29 (??/??/92)  665.531  (m)         2183.50   (f) ADJ UNCH    2 0
 CU0515
 CU0515.Superseded values are not recommended for survey control.
 CU0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0515.See file dsdata.txt to determine how the superseded data were derived.
 CU0515
 CU0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB066016(NAD 83)
 CU0515_MARKER: DB = BENCH MARK DISK
 CU0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0515_SP_SET: CULVERT
 CU0515_STAMPING: K 1180 1961
 CU0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0515
 CU0515  HISTORY     - Date     Condition        Report By
 CU0515  HISTORY     - 1961     MONUMENTED       CGS
 CU0515
 CU0515                          STATION DESCRIPTION
 CU0515
 CU0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0515'4.8 MI SW FROM IRA.
 CU0515'ABOUT 4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0515'CHURCH AT IRA, 0.35 MILE SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE
 CU0515'HIGHWAY BRIDGE, 0.25 MILE NORTHEAST OF A POWER LINE CROSSING OVER THE
 CU0515'HIGHWAY, 28 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CU0515'THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF A
 CU0515'DOUBLE CHANNEL CULVERT, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 CU0515'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0503 ***********************************************************************
 CU0503  DESIGNATION -  K 1181
 CU0503  PID         -  CU0503
 CU0503  STATE/COUNTY-  TX/SCURRY
 CU0503  USGS QUAD   -  IRA NE (1979)
 CU0503
 CU0503                         *CURRENT SURVEY CONTROL
 CU0503  ___________________________________________________________________
 CU0503* NAD 83(1986)-  32 43 47.     (N)    101 04 01.     (W)     SCALED    
 CU0503* NAVD 88     -       736.631  (meters)    2416.76   (feet)  ADJUSTED  
 CU0503  ___________________________________________________________________
 CU0503  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CU0503  DYNAMIC HT  -         735.664 (meters)    2413.59  (feet)  COMP
 CU0503  MODELED GRAV-     979,301.1   (mgal)                       NAVD 88
 CU0503
 CU0503  VERT ORDER  -  SECOND    CLASS 0
 CU0503
 CU0503.The horizontal coordinates were scaled from a topographic map and have
 CU0503.an estimated accuracy of +/- 6 seconds.
 CU0503
 CU0503.The orthometric height was determined by differential leveling
 CU0503.and adjusted by the National Geodetic Survey in June 1991..
 CU0503
 CU0503.The geoid height was determined by GEOID03.
 CU0503
 CU0503.The dynamic height is computed by dividing the NAVD 88
 CU0503.geopotential number by the normal gravity value computed on the
 CU0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0503.degrees latitude (g = 980.6199 gals.).
 CU0503
 CU0503.The modeled gravity was interpolated from observed gravity values.
 CU0503
 CU0503;                    North         East    Units  Estimated Accuracy
 CU0503;SPC TXNC     - 2,120,820.      359,430.      MT  (+/- 180 meters Scaled)
 CU0503
 CU0503                          SUPERSEDED SURVEY CONTROL
 CU0503
 CU0503  NGVD 29 (??/??/92)  736.320  (m)         2415.74   (f) ADJ UNCH    2 0
 CU0503
 CU0503.Superseded values are not recommended for survey control.
 CU0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0503.See file dsdata.txt to determine how the superseded data were derived.
 CU0503
 CU0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB063232(NAD 83)
 CU0503_MARKER: DB = BENCH MARK DISK
 CU0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0503_STAMPING: K 1181 1961
 CU0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0503+STABILITY: SURFACE MOTION
 CU0503
 CU0503  HISTORY     - Date     Condition        Report By
 CU0503  HISTORY     - 1961     MONUMENTED       CGS
 CU0503
 CU0503                          STATION DESCRIPTION
 CU0503
 CU0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0503'10.1 MI W FROM SNYDER.
 CU0503'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0503'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0503'9.0 MILES WEST ALONG U. S. HIGHWAY 180, 178 FEET NORTHWEST OF THE
 CU0503'CENTER OF THE JUNCTION OF THE HIGHWAY AND A PRIVATE DIRT ROAD LEADING
 CU0503'NORTH, 130 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 121 FEET WEST
 CU0503'OF THE CENTER LINE OF THE PRIVATE DIRT ROAD, 111 1/2 FEET NORTHEAST OF
 CU0503'A CONCRETE HIGHWAY MARK NUMBERED 332-29, 95 1/2 FEET NORTHEAST OF A
 CU0503'POWER POLE, 1 1/2 FEET SOUTHEAST OF A FENCE, 1.7 FEET NORTH OF A METAL
 CU0503'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 CU0503'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1157 ***********************************************************************
 AW1157  DESIGNATION -  K 1182
 AW1157  PID         -  AW1157
 AW1157  STATE/COUNTY-  TX/BRAZORIA
 AW1157  USGS QUAD   -  DANBURY (1974)
 AW1157
 AW1157                         *CURRENT SURVEY CONTROL
 AW1157  ___________________________________________________________________
 AW1157* NAD 83(1986)-  29 14 45.     (N)    095 19 45.     (W)     SCALED    
 AW1157* NAVD 88     -         7.75   (+/-2cm)      25.4    (feet)  VERTCON   
 AW1157  ___________________________________________________________________
 AW1157  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1157
 AW1157  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1157
 AW1157.The horizontal coordinates were scaled from a topographic map and have
 AW1157.an estimated accuracy of +/- 6 seconds.
 AW1157
 AW1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1157.The vertical order pertains to the NGVD 29 superseded value.
 AW1157
 AW1157.The geoid height was determined by GEOID03.
 AW1157
 AW1157;                    North         East    Units  Estimated Accuracy
 AW1157;SPC TXSC     - 4,162,140.      956,730.      MT  (+/- 180 meters Scaled)
 AW1157
 AW1157                          SUPERSEDED SURVEY CONTROL
 AW1157
 AW1157  NGVD 29 (??/??/92)    7.752  (m)           25.43   (f) ADJ UNCH    1 1
 AW1157
 AW1157.Superseded values are not recommended for survey control.
 AW1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1157.See file dsdata.txt to determine how the superseded data were derived.
 AW1157
 AW1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN736374(NAD 83)
 AW1157_MARKER: DB = BENCH MARK DISK
 AW1157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1157_SP_SET: ABUTMENT
 AW1157_STAMPING: K 1182 1963
 AW1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1157
 AW1157  HISTORY     - Date     Condition        Report By
 AW1157  HISTORY     - 1963     MONUMENTED       CGS
 AW1157  HISTORY     - 1973     GOOD             NGS
 AW1157  HISTORY     - 1978     GOOD             NGS
 AW1157  HISTORY     - 1987     GOOD             USPSQD
 AW1157  HISTORY     - 1990     GOOD             USPSQD
 AW1157  HISTORY     - 1991     GOOD             USPSQD
 AW1157  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW1157
 AW1157                          STATION DESCRIPTION
 AW1157
 AW1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1157'1.5 MI NE FROM DANBURY.
 AW1157'1.5 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE POST
 AW1157'OFFICE AT DANBURY, AT CONCRETE BRIDGE 328.9 OVER AUSTIN BAYOU, IN THE
 AW1157'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT, 5.5 FEET
 AW1157'SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET LOWER THAN THE
 AW1157'TRACK.
 AW1157
 AW1157                          STATION RECOVERY (1978)
 AW1157
 AW1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1157'RECOVERED IN GOOD CONDITION.
 AW1157
 AW1157                          STATION RECOVERY (1987)
 AW1157
 AW1157'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1157'RECOVERED IN GOOD CONDITION.
 AW1157
 AW1157                          STATION RECOVERY (1990)
 AW1157
 AW1157'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1157'RECOVERED IN GOOD CONDITION.
 AW1157
 AW1157                          STATION RECOVERY (1991)
 AW1157
 AW1157'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1157'RECOVERED IN GOOD CONDITION.
 AW1157
 AW1157                          STATION RECOVERY (1997)
 AW1157
 AW1157'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1186 ***********************************************************************
 BL1186  DESIGNATION -  K 1183
 BL1186  PID         -  BL1186
 BL1186  STATE/COUNTY-  TX/HARRIS
 BL1186  USGS QUAD   -  SPRING (1982)
 BL1186
 BL1186                         *CURRENT SURVEY CONTROL
 BL1186  ___________________________________________________________________
 BL1186* NAD 83(1986)-  30 04 34.     (N)    095 25 54.     (W)     SCALED    
 BL1186* NAVD 88     -        37.61   (+/-2cm)     123.4    (feet)  VERTCON   
 BL1186  ___________________________________________________________________
 BL1186  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1186
 BL1186  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1186
 BL1186.The horizontal coordinates were scaled from a topographic map and have
 BL1186.an estimated accuracy of +/- 6 seconds.
 BL1186
 BL1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1186.The vertical order pertains to the NGVD 29 superseded value.
 BL1186
 BL1186.The geoid height was determined by GEOID03.
 BL1186
 BL1186;                    North         East    Units  Estimated Accuracy
 BL1186;SPC TXSC     - 4,253,810.      943,960.      MT  (+/- 180 meters Scaled)
 BL1186
 BL1186                          SUPERSEDED SURVEY CONTROL
 BL1186
 BL1186  NGVD 29 (??/??/92)   37.613  (m)          123.40   (f) ADJ UNCH    1 2
 BL1186
 BL1186.Superseded values are not recommended for survey control.
 BL1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1186.See file dsdata.txt to determine how the superseded data were derived.
 BL1186
 BL1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP656297(NAD 83)
 BL1186_MARKER: DB = BENCH MARK DISK
 BL1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1186_STAMPING: K 1183 1963
 BL1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1186+STABILITY: SURFACE MOTION
 BL1186
 BL1186  HISTORY     - Date     Condition        Report By
 BL1186  HISTORY     - 1963     MONUMENTED       CGS
 BL1186  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1186  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1186
 BL1186                          STATION DESCRIPTION
 BL1186
 BL1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BL1186'0.9 MI SW FROM SPRING.
 BL1186'ABOUT 0.9 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE MISSOURI PACIFIC
 BL1186'RAILWAY STATION AT SPRING, 0.1 MILE SOUTHWEST OF THE SPRING BAPTIST
 BL1186'CHURCH, 268 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 79 FEET
 BL1186'NORTHEAST OF A FENCE, 77 FEET SOUTHEAST OF THE EAST CORNER OF A HOUSE,
 BL1186'2.8 FEET SOUTHEAST OF THE EAST CORNER OF A METAL BUILDING WHICH IS
 BL1186'USED AS A GARAGE AND HANGAR, AND SET IN THE TOP OF A CONCRETE POST
 BL1186'PROJECTING 1 INCH.
 BL1186
 BL1186                          STATION RECOVERY (1995)
 BL1186
 BL1186'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1186'MARK NOT FOUND.
 BL1186
 BL1186                          STATION RECOVERY (2004)
 BL1186
 BL1186'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0879 ***********************************************************************
 AW0879  DESIGNATION -  K 1185
 AW0879  PID         -  AW0879
 AW0879  STATE/COUNTY-  TX/HARRIS
 AW0879  USGS QUAD   -  PARK PLACE (1995)
 AW0879
 AW0879                         *CURRENT SURVEY CONTROL
 AW0879  ___________________________________________________________________
 AW0879* NAD 83(1986)-  29 44 52.     (N)    095 18 00.     (W)     SCALED    
 AW0879* NAVD 88     -        10.141  (meters)      33.27   (feet)  ADJUSTED  
 AW0879  ___________________________________________________________________
 AW0879  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW0879  DYNAMIC HT  -          10.128 (meters)      33.23  (feet)  COMP
 AW0879  MODELED GRAV-     979,285.3   (mgal)                       NAVD 88
 AW0879
 AW0879  VERT ORDER  -  FIRST     CLASS II
 AW0879
 AW0879.The horizontal coordinates were scaled from a topographic map and have
 AW0879.an estimated accuracy of +/- 6 seconds.
 AW0879
 AW0879.The orthometric height was determined by differential leveling
 AW0879.and adjusted by the National Geodetic Survey in June 1991..
 AW0879
 AW0879.The geoid height was determined by GEOID03.
 AW0879
 AW0879.The dynamic height is computed by dividing the NAVD 88
 AW0879.geopotential number by the normal gravity value computed on the
 AW0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0879.degrees latitude (g = 980.6199 gals.).
 AW0879
 AW0879.The modeled gravity was interpolated from observed gravity values.
 AW0879
 AW0879;                    North         East    Units  Estimated Accuracy
 AW0879;SPC TXSC     - 4,217,830.      957,800.      MT  (+/- 180 meters Scaled)
 AW0879
 AW0879                          SUPERSEDED SURVEY CONTROL
 AW0879
 AW0879  NGVD 29 (12/23/87)   10.138  (m)           33.26   (f) ADJUSTED    1 2
 AW0879
 AW0879.Superseded values are not recommended for survey control.
 AW0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0879.See file dsdata.txt to determine how the superseded data were derived.
 AW0879
 AW0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN775930(NAD 83)
 AW0879_MARKER: DB = BENCH MARK DISK
 AW0879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0879_SP_SET: CATCH BASIN
 AW0879_STAMPING: K 1185 1964
 AW0879_MARK LOGO: CGS   
 AW0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0879+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 AW0879
 AW0879  HISTORY     - Date     Condition        Report By
 AW0879  HISTORY     - 1964     MONUMENTED       CGS
 AW0879  HISTORY     - 1973     GOOD             NGS
 AW0879  HISTORY     - 1978     GOOD             NGS
 AW0879  HISTORY     - 1986     GOOD             NGS
 AW0879  HISTORY     - 1987     GOOD             USPSQD
 AW0879  HISTORY     - 1987     GOOD             USPSQD
 AW0879  HISTORY     - 1987     GOOD             USPSQD
 AW0879  HISTORY     - 1987     GOOD             USPSQD
 AW0879  HISTORY     - 1987     GOOD             USPSQD
 AW0879  HISTORY     - 1988     GOOD             USPSQD
 AW0879  HISTORY     - 1988     GOOD             USPSQD
 AW0879  HISTORY     - 1989     GOOD             USPSQD
 AW0879  HISTORY     - 1990     GOOD             USPSQD
 AW0879  HISTORY     - 19950624 GOOD             USPSQD
 AW0879  HISTORY     - 20040707 GOOD             USPSQD
 AW0879  HISTORY     - 20050721 GOOD             USPSQD
 AW0879
 AW0879                          STATION DESCRIPTION
 AW0879
 AW0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0879'0.75 MI NE FROM HOUSTON.
 AW0879'ABOUT 0.5 MILE EAST ALONG NAVIGATION BLVD. FROM THE REED TOOL CO.
 AW0879'BUILDING, THENCE 0.25 MILE NORTH ALONG 69TH ST.  (ALT. US HIGHWAY 90),
 AW0879'ABOUT 45 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF SOUTH
 AW0879'HARBOR DR. LEADING EAST, AND AVENUE R LEADING WEST, 35 FEET SOUTH OF
 AW0879'THE CENTER LINE OF AVENUE R, 22 1/2 FEET WEST OF THE CENTER LINE OF
 AW0879'69TH STREET, 5 1/2 FEET SOUTHEAST OF A POLE SUPPORTING A CONTROL BOX
 AW0879'FOR A STOP LIGHT, 1 1/2 FEET WEST OF THE WEST CURB OF THE STREET, SET
 AW0879'IN THE TOP OF THE WEST EDGE OF A CONCRETE CATCH BASIN, AND ABOUT 1
 AW0879'FOOT ABOVE THE LEVEL OF THE STREET.
 AW0879
 AW0879                          STATION RECOVERY (1978)
 AW0879
 AW0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0879'RECOVERED IN GOOD CONDITION.
 AW0879
 AW0879                          STATION RECOVERY (1986)
 AW0879
 AW0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0879'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO
 AW0879'CHANGE 69TH STREET TO READ (SOUTH SGT. MACARIO GARCIA DRIVE).
 AW0879
 AW0879                          STATION RECOVERY (1987)
 AW0879
 AW0879'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW0879'RECOVERED IN GOOD CONDITION.
 AW0879
 AW0879                          STATION RECOVERY (1987)
 AW0879
 AW0879'RECOVERY NOTE BY US POWER SQUADRON 1987 (GLB)
 AW0879'RECOVERED IN GOOD CONDITION.
 AW0879
 AW0879                          STATION RECOVERY (1987)
 AW0879
 AW0879'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0879'RECOVERED IN GOOD CONDITION.
 AW0879
 AW0879                          STATION RECOVERY (1987)
 AW0879
 AW0879'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0879'RECOVERED IN GOOD CONDITION.
 AW0879
 AW0879                          STATION RECOVERY (1987)
 AW0879
 AW0879'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0879'RECOVERED IN GOOD CONDITION.
 AW0879
 AW0879                          STATION RECOVERY (1988)
 AW0879
 AW0879'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0879'RECOVERED IN GOOD CONDITION.
 AW0879
 AW0879                          STATION RECOVERY (1988)
 AW0879
 AW0879'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW0879'RECOVERED IN GOOD CONDITION.
 AW0879
 AW0879                          STATION RECOVERY (1989)
 AW0879
 AW0879'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0879'RECOVERED IN GOOD CONDITION.
 AW0879
 AW0879                          STATION RECOVERY (1990)
 AW0879
 AW0879'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0879'RECOVERED IN GOOD CONDITION.
 AW0879
 AW0879                          STATION RECOVERY (1995)
 AW0879
 AW0879'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0879'RECOVERED IN GOOD CONDITION.
 AW0879
 AW0879                          STATION RECOVERY (2004)
 AW0879
 AW0879'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0879'GO TO N29 44 51.8 W095 17 58.4. AT THE CORNER OF MARCARIO GARCIA DR
 AW0879'AND AVE R. ORANGE AERROW POINTS TO THE MARK.
 AW0879
 AW0879                          STATION RECOVERY (2005)
 AW0879
 AW0879'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0879'THE COMMENTS FOR 2004 ARE STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0623 ***********************************************************************
 AW0623  DESIGNATION -  K 1186
 AW0623  PID         -  AW0623
 AW0623  STATE/COUNTY-  TX/GALVESTON
 AW0623  USGS QUAD   -  LAKE COMO (1994)
 AW0623
 AW0623                         *CURRENT SURVEY CONTROL
 AW0623  ___________________________________________________________________
 AW0623* NAD 83(1986)-  29 12 42.     (N)    094 56 17.     (W)     SCALED    
 AW0623* NAVD 88     -         1.047  (meters)       3.44   (feet)  ADJUSTED  
 AW0623  ___________________________________________________________________
 AW0623  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0623  DYNAMIC HT  -           1.045 (meters)       3.43  (feet)  COMP
 AW0623  MODELED GRAV-     979,253.5   (mgal)                       NAVD 88
 AW0623
 AW0623  VERT ORDER  -  FIRST     CLASS I
 AW0623
 AW0623.The horizontal coordinates were scaled from a topographic map and have
 AW0623.an estimated accuracy of +/- 6 seconds.
 AW0623
 AW0623.The orthometric height was determined by differential leveling
 AW0623.and adjusted by the National Geodetic Survey in June 1991..
 AW0623
 AW0623.The geoid height was determined by GEOID03.
 AW0623
 AW0623.The dynamic height is computed by dividing the NAVD 88
 AW0623.geopotential number by the normal gravity value computed on the
 AW0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0623.degrees latitude (g = 980.6199 gals.).
 AW0623
 AW0623.The modeled gravity was interpolated from observed gravity values.
 AW0623
 AW0623;                    North         East    Units  Estimated Accuracy
 AW0623;SPC TXSC     - 4,159,610.      994,850.      MT  (+/- 180 meters Scaled)
 AW0623
 AW0623                          SUPERSEDED SURVEY CONTROL
 AW0623
 AW0623  NGVD 29 (12/23/87)    1.043  (m)            3.42   (f) ADJUSTED    1 1
 AW0623
 AW0623.Superseded values are not recommended for survey control.
 AW0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0623.See file dsdata.txt to determine how the superseded data were derived.
 AW0623
 AW0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN116329(NAD 83)
 AW0623_MARKER: DB = BENCH MARK DISK
 AW0623_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0623_SP_SET: COPPER-CLAD STEEL ROD
 AW0623_STAMPING: K 1186 1964
 AW0623_MARK LOGO: CGS   
 AW0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0623+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 AW0623
 AW0623  HISTORY     - Date     Condition        Report By
 AW0623  HISTORY     - 1964     MONUMENTED       CGS
 AW0623  HISTORY     - 1971     GOOD             NGS
 AW0623  HISTORY     - 1978     GOOD             NGS
 AW0623  HISTORY     - 1987     GOOD             USPSQD
 AW0623  HISTORY     - 1987     GOOD             USPSQD
 AW0623  HISTORY     - 1987     GOOD             USPSQD
 AW0623  HISTORY     - 1987     GOOD             USPSQD
 AW0623  HISTORY     - 1987     GOOD             NGS
 AW0623  HISTORY     - 1988     GOOD             USPSQD
 AW0623  HISTORY     - 1988     GOOD             USPSQD
 AW0623  HISTORY     - 1988     GOOD             USPSQD
 AW0623  HISTORY     - 1988     GOOD             USPSQD
 AW0623  HISTORY     - 1988     GOOD             USPSQD
 AW0623  HISTORY     - 1988     GOOD             USPSQD
 AW0623  HISTORY     - 1988     GOOD             USPSQD
 AW0623  HISTORY     - 1988     GOOD             USPSQD
 AW0623  HISTORY     - 1989     GOOD             USPSQD
 AW0623  HISTORY     - 1989     GOOD             USPSQD
 AW0623  HISTORY     - 19940915 GOOD             USPSQD
 AW0623  HISTORY     - 20031121 GOOD             USPSQD
 AW0623  HISTORY     - 20041122 GOOD             USPSQD
 AW0623
 AW0623                          STATION DESCRIPTION
 AW0623
 AW0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0623'11.6 MI SW FROM GALVESTON.
 AW0623'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0623'CENTER AT GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE
 AW0623'0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 4.85 MILES SOUTHWEST
 AW0623'ALONG STEWART ROAD, ABOUT 0.15 MILE NORTHEAST OF THE EAST CORNER OF A
 AW0623'GOLF COURSE, AT THE ENTRANCE TO THE HAMILTONS RANCH HOUSE, 78 FEET
 AW0623'NORTHWEST OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTHWEST OF THE
 AW0623'CENTER LINE OF A PRIVATE ROAD AND THE CENTER OF AN ALUMINUM GATE, 11
 AW0623'FEET NORTHEAST OF A POWER POLE, 1 FOOT SOUTHEAST OF A FENCE, 1.4 FEET
 AW0623'SOUTHWEST OF A WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 AW0623'THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 AW0623'DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A 6-INCH CONCRETE TILE
 AW0623'THAT PROJECTS 8 INCHES.
 AW0623
 AW0623                          STATION RECOVERY (1971)
 AW0623
 AW0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1978)
 AW0623
 AW0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0623'RECORVED AS DESCRIBED.
 AW0623
 AW0623                          STATION RECOVERY (1987)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1987)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1987)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1987)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1987)
 AW0623
 AW0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1988)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLD)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1988)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDC)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1988)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1988)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1988)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1988)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1988)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1988)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1989)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1989)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (1994)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (2003)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0623'RECOVERED IN GOOD CONDITION.
 AW0623
 AW0623                          STATION RECOVERY (2004)
 AW0623
 AW0623'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0623'WITNESS POST AND ORANGE TAPE ON THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1027 ***********************************************************************
 AW1027  DESIGNATION -  K 1187
 AW1027  PID         -  AW1027
 AW1027  STATE/COUNTY-  TX/HARRIS
 AW1027  USGS QUAD   -  LEAGUE CITY (1995)
 AW1027
 AW1027                         *CURRENT SURVEY CONTROL
 AW1027  ___________________________________________________________________
 AW1027* NAD 83(1986)-  29 33 31.     (N)    095 05 03.     (W)     SCALED    
 AW1027* NAVD 88     -         4.694  (meters)      15.40   (feet)  READJUSTED
 AW1027  ___________________________________________________________________
 AW1027  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW1027  DYNAMIC HT  -           4.690 (meters)      15.39  (feet)  COMP
 AW1027  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 AW1027
 AW1027  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 AW1027
 AW1027.The horizontal coordinates were scaled from a topographic map and have
 AW1027.an estimated accuracy of +/- 6 seconds.
 AW1027
 AW1027.The orthometric height was determined by differential leveling
 AW1027.and adjusted by the National Geodetic Survey in August 1995..
 AW1027.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 AW1027.distribution rate of 4.1 thru 8.0 mm/km.
 AW1027.The height was derived from older observations constrained to new
 AW1027.heights in a crustal motion area.  The height is approximate in
 AW1027.relation to other heights in its vicinity.
 AW1027
 AW1027.The geoid height was determined by GEOID03.
 AW1027
 AW1027.The dynamic height is computed by dividing the NAVD 88
 AW1027.geopotential number by the normal gravity value computed on the
 AW1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1027.degrees latitude (g = 980.6199 gals.).
 AW1027
 AW1027.The modeled gravity was interpolated from observed gravity values.
 AW1027
 AW1027;                    North         East    Units  Estimated Accuracy
 AW1027;SPC TXSC     - 4,197,560.      979,370.      MT  (+/- 180 meters Scaled)
 AW1027
 AW1027                          SUPERSEDED SURVEY CONTROL
 AW1027
 AW1027  NAVD 88 (06/15/91)    4.705  (m)           15.44   (f) UNKNOWN     1 2
 AW1027  NGVD 29 (12/23/87)    4.702  (m)           15.43   (f) ADJUSTED    1 2
 AW1027
 AW1027.Superseded values are not recommended for survey control.
 AW1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1027.See file dsdata.txt to determine how the superseded data were derived.
 AW1027
 AW1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN980716(NAD 83)
 AW1027_MARKER: DB = BENCH MARK DISK
 AW1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1027_SP_SET: CONCRETE POST
 AW1027_STAMPING: K 1187 1964
 AW1027_MARK LOGO: CGS   
 AW1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1027+STABILITY: SURFACE MOTION
 AW1027
 AW1027  HISTORY     - Date     Condition        Report By
 AW1027  HISTORY     - 1964     MONUMENTED       CGS
 AW1027  HISTORY     - 1973     GOOD             NGS
 AW1027  HISTORY     - 1974     GOOD             LOCENG
 AW1027  HISTORY     - 1978     GOOD             NGS
 AW1027  HISTORY     - 1983     GOOD             NGS
 AW1027  HISTORY     - 1987     GOOD             USPSQD
 AW1027  HISTORY     - 1987     GOOD             USPSQD
 AW1027  HISTORY     - 1987     GOOD             NGS
 AW1027  HISTORY     - 1988     GOOD             USPSQD
 AW1027  HISTORY     - 1988     GOOD             USPSQD
 AW1027  HISTORY     - 1988     GOOD             USPSQD
 AW1027  HISTORY     - 1989     GOOD             USPSQD
 AW1027  HISTORY     - 1989     GOOD             USPSQD
 AW1027  HISTORY     - 1989     POOR             USPSQD
 AW1027  HISTORY     - 1989     GOOD             USPSQD
 AW1027  HISTORY     - 19910216 GOOD             USPSQD
 AW1027  HISTORY     - 19911111 GOOD             SURCON
 AW1027  HISTORY     - 20010127 MARK NOT FOUND   USPSQD
 AW1027
 AW1027                          STATION DESCRIPTION
 AW1027
 AW1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1027'IN JMC.
 AW1027'AT THE LYNDON B. JOHNSON SPACECRAFT CENTER, 0.2 MILE SOUTH ALONG
 AW1027'FOURTH STREET FROM THE JUNCTION OF AVENUE B, AT BUILDING 10, 263 FEET
 AW1027'NORTHEAST OF THE NORTHEAST CORNER OF BUILDING 10, 40.1 FEET
 AW1027'SOUTH-SOUTHEAST OF A 6-INCH PINE TREE, 12.8 FEET NORTHEAST OF A LAMP
 AW1027'POST, 1.1 FEET SOUTH-SOUTHWEST OF A METAL PIPE, 1.0 FEET
 AW1027'WEST-NORTHWEST OF A CURB, SET IN THE TOP OF A CONCRETE POST THAT IS
 AW1027'NOW COMBINED WITH THE SIDEWALK THAT WAS BUILT WHEN THE PARKING LOT WAS
 AW1027'ENLARGED, LEVEL WITH THE SIDE WALK.
 AW1027
 AW1027                          STATION RECOVERY (1974)
 AW1027
 AW1027'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW1027'RECOVERED IN GOOD CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (1978)
 AW1027
 AW1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1027'RECOVERED IN GOOD CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (1983)
 AW1027
 AW1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1027'RECOVERED IN GOOD CONDITION.  THE PARKING LOT APPEARS TO HAVE BEEN
 AW1027'ENLARGED, THE DISK WAS FOUND SET IN THE SIDEWALK, IT CANNOT BE
 AW1027'DETERMINED AT THIS TIME WHETHER THE DISK IS ATTACHED TO THE ROD OR IF
 AW1027'DISK WAS RESET IN THE SIDEWALK.  A NEW DESCRIPTION FOLLOWS, 3.2 KM
 AW1027'(2.0 MI) NORTHEAST ALONG NASA 1 ROAD FROM THE JUNCTION OF STATE ROUTE
 AW1027'3 IN WEBSTER, THENCE 1.0 KM (0.65 MI) NORTHEAST ALONG FIFTH STREET, AT
 AW1027'THE NASA SPACECRAFT CENTER, ABOUT 0.16 KM (0.1 MI) WEST OF FIFTH
 AW1027'STREET, LOCATED IN THE EAST EDGE OF A NORTH-SOUTH STONE SIDEWALK AT
 AW1027'THE WEST EDGE OF A PARKING AREA, AND ABOUT 79.3 METERS (260.0 FT)
 AW1027'EAST-NORTHEAST OF THE NORTHEAST CORNER OF BUILDING NUMBER 10,
 AW1027'29.3 METERS (96.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF CURB OF
 AW1027'PARKING LOT, 55.8 METERS (183.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 AW1027'OF BUILDING NUMBER 31, AND 4.3 METERS (14.0 FT) NORTHEAST OF A LAMP
 AW1027'POST.  FLUSH WITH THE GROUND.
 AW1027'THE MARK IS ABOVE LEVEL WITH CURB.
 AW1027
 AW1027                          STATION RECOVERY (1987)
 AW1027
 AW1027'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1027'RECOVERED IN GOOD CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (1987)
 AW1027
 AW1027'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1027'RECOVERED IN GOOD CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (1987)
 AW1027
 AW1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1027'RECOVERED IN GOOD CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (1988)
 AW1027
 AW1027'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1027'RECOVERED IN GOOD CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (1988)
 AW1027
 AW1027'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAC)
 AW1027'RECOVERED IN GOOD CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (1988)
 AW1027
 AW1027'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1027'RECOVERED IN GOOD CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (1989)
 AW1027
 AW1027'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1027'RECOVERED IN GOOD CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (1989)
 AW1027
 AW1027'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1027'RECOVERED IN GOOD CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (1989)
 AW1027
 AW1027'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRE)
 AW1027'MARK RECOVERED IN POOR CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (1989)
 AW1027
 AW1027'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1027'RECOVERED IN GOOD CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (1991)
 AW1027
 AW1027'RECOVERY NOTE BY US POWER SQUADRON 1991 (ER)
 AW1027'RECOVERED IN GOOD CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (1991)
 AW1027
 AW1027'RECOVERY NOTE BY SURVEYING CONSULTANTS 1991
 AW1027'RECOVERED IN GOOD CONDITION.
 AW1027
 AW1027                          STATION RECOVERY (2001)
 AW1027
 AW1027'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 AW1027'NEW SIDEWALK INSTALLED.  PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7069 ***********************************************************************
 AW7069  DESIGNATION -  K 1187 RESET
 AW7069  PID         -  AW7069
 AW7069  STATE/COUNTY-  TX/HARRIS
 AW7069  USGS QUAD   -  LEAGUE CITY (1995)
 AW7069
 AW7069                         *CURRENT SURVEY CONTROL
 AW7069  ___________________________________________________________________
 AW7069* NAD 83(1986)-  29 33 31.     (N)    095 05 03.     (W)     SCALED    
 AW7069* NAVD 88     -         4.967  (meters)      16.30   (feet)  READJUSTED
 AW7069  ___________________________________________________________________
 AW7069  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW7069  DYNAMIC HT  -           4.960 (meters)      16.27  (feet)  COMP
 AW7069  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 AW7069
 AW7069  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 AW7069
 AW7069.The horizontal coordinates were scaled from a topographic map and have
 AW7069.an estimated accuracy of +/- 6 seconds.
 AW7069
 AW7069.The orthometric height was determined by differential leveling
 AW7069.and adjusted by the National Geodetic Survey in August 1995..
 AW7069.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 AW7069.distribution rate of 4.1 thru 8.0 mm/km.
 AW7069.The height was derived from older observations constrained to new
 AW7069.heights in a crustal motion area.  The height is approximate in
 AW7069.relation to other heights in its vicinity.
 AW7069
 AW7069.The geoid height was determined by GEOID03.
 AW7069
 AW7069.The dynamic height is computed by dividing the NAVD 88
 AW7069.geopotential number by the normal gravity value computed on the
 AW7069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW7069.degrees latitude (g = 980.6199 gals.).
 AW7069
 AW7069.The modeled gravity was interpolated from observed gravity values.
 AW7069
 AW7069;                    North         East    Units  Estimated Accuracy
 AW7069;SPC TXSC     - 4,197,560.      979,370.      MT  (+/- 180 meters Scaled)
 AW7069
 AW7069                          SUPERSEDED SURVEY CONTROL
 AW7069
 AW7069.No superseded survey control is available for this station.
 AW7069
 AW7069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN980716(NAD 83)
 AW7069_MARKER: DB = BENCH MARK DISK
 AW7069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW7069_SP_SET: CONCRETE POST
 AW7069_STAMPING: K 1187 RESET 1991
 AW7069_MARK LOGO: SURCON
 AW7069_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7069+STABILITY: SURFACE MOTION
 AW7069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7069+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 AW7069
 AW7069  HISTORY     - Date     Condition        Report By
 AW7069  HISTORY     - 1991     MONUMENTED       SURCON
 AW7069  HISTORY     - 19981017 GOOD             USPSQD
 AW7069  HISTORY     - 20050622 GOOD             NASA
 AW7069
 AW7069                          STATION DESCRIPTION
 AW7069
 AW7069'DESCRIBED BY SURVEYING CONSULTANTS 1991
 AW7069'ABOUT 0.15 MILE (0.24 KM) SE ALONG STATE HWY 3 FROM THE POST OFFICE
 AW7069'AT WEBSTER THENCE 2 MILES (3.2 KM) NW ALONG NASA ROAD 1 TO THE MAIN
 AW7069'ENTRANCE TO NASA-JOHNSON SPACECRAFT CENTER, THENCE ABOUT 1 MILE (1.6
 AW7069'KM) NORTH ON SECOND STREET, THENCE ABOUT 0.3 MILE (0.5 KM) EAST ALONG
 AW7069'AVENUE B, THENCE ABOUT 0.2 MILE (0.3 KM) SOUTH ALONG FOURTH STREET TO
 AW7069'THE MARK ON THE RIGHT.  33 FT (10.1 M) WEST OF THE CENTERLINE OF
 AW7069'FOURTH STREET, AND 158 FT (48.2 M) NORTH OF THE CENTERLINE OF AVENUE
 AW7069'C. 1.4 FT (0.4 M) NE FROM A WITNESS POST, AND 8.6 FT (2.6 M) SW OF
 AW7069'THE NE CORNER OF A HANDICAPPED RAMP.  THE MARK IS SET IN A 2-BY-2 FT
 AW7069'SQARE CONCRETE PAD FLUSH WITH THE GROUND AT THE EDGE OF A SIDEWALK.
 AW7069'THE DISC IS SET ON A 5/8-INCH DIAMETER X 4 FT (1.2 M) LONG IRON ROD
 AW7069'IN A 4 FT (1.2 M) DEEP X 1 FT (0.3 M) DIAMETER CONCRETE POST.
 AW7069
 AW7069                          STATION RECOVERY (1998)
 AW7069
 AW7069'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW7069'RECOVERED IN GOOD CONDITION.
 AW7069
 AW7069                          STATION RECOVERY (2005)
 AW7069
 AW7069'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW7069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3519 ***********************************************************************
 AW3519  DESIGNATION -  K 1188
 AW3519  PID         -  AW3519
 AW3519  STATE/COUNTY-  TX/HARRIS
 AW3519  USGS QUAD   -  LA PORTE (1982)
 AW3519
 AW3519                         *CURRENT SURVEY CONTROL
 AW3519  ___________________________________________________________________
 AW3519* NAD 83(1986)-  29 44 42.     (N)    095 03 52.     (W)     SCALED    
 AW3519* NAVD 88     -         3.16   (+/-2cm)      10.4    (feet)  VERTCON   
 AW3519  ___________________________________________________________________
 AW3519  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3519
 AW3519  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3519
 AW3519.The horizontal coordinates were scaled from a topographic map and have
 AW3519.an estimated accuracy of +/- 6 seconds.
 AW3519
 AW3519.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3519.The vertical order pertains to the NGVD 29 superseded value.
 AW3519
 AW3519.The geoid height was determined by GEOID03.
 AW3519
 AW3519;                    North         East    Units  Estimated Accuracy
 AW3519;SPC TXSC     - 4,218,270.      980,580.      MT  (+/- 180 meters Scaled)
 AW3519
 AW3519                          SUPERSEDED SURVEY CONTROL
 AW3519
 AW3519  NGVD 29 (??/??/92)    3.158  (m)           10.36   (f) ADJ UNCH    1 2
 AW3519
 AW3519.Superseded values are not recommended for survey control.
 AW3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3519.See file dsdata.txt to determine how the superseded data were derived.
 AW3519
 AW3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN003923(NAD 83)
 AW3519_MARKER: DB = BENCH MARK DISK
 AW3519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3519_SP_SET: 56 FT.
 AW3519_STAMPING: K 1188 1964
 AW3519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3519
 AW3519  HISTORY     - Date     Condition        Report By
 AW3519  HISTORY     - 1964     MONUMENTED       CGS
 AW3519  HISTORY     - 19980114 MARK NOT FOUND   USPSQD
 AW3519
 AW3519                          STATION DESCRIPTION
 AW3519
 AW3519'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3519'1.65 MI SE FROM LYNCHBURG.
 AW3519'ABOUT 1.65 MILES SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3519'SOUTH FERRY LANDING AT LYNCHBURG, 120 YARDS SOUTHWEST OF THE HIGH
 AW3519'WATER LINE OF THE CHANNEL, ABOUT 57 YARDS NORTHEAST OF THE CENTER OF A
 AW3519'NARROW DIRT LEVEE, 102 FEET SOUTH OF A LARGE REGULATOR IN A GAS LINE,
 AW3519'94 1/2 FEET SOUTH OF A 12-INCH GAS LINE AND A LARGE VALVE, 53 FEET
 AW3519'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 1 1/2 FEET NORTHWEST OF
 AW3519'A 4 X 4-INCH POST, 2.0 FEET SOUTH OF A METAL WITNESS POST, A DISK ON
 AW3519'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 AW3519'56 FEET AND IS ENCASED IN A 6-INCH CONCRETE TILE PROJECTING 8 INCHES.
 AW3519
 AW3519                          STATION RECOVERY (1998)
 AW3519
 AW3519'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0522 ***********************************************************************
 AW0522  DESIGNATION -  K 1189
 AW0522  PID         -  AW0522
 AW0522  STATE/COUNTY-  TX/GALVESTON
 AW0522  USGS QUAD   -  GALVESTON (1994)
 AW0522
 AW0522                         *CURRENT SURVEY CONTROL
 AW0522  ___________________________________________________________________
 AW0522* NAD 83(1986)-  29 20 36.     (N)    094 48 09.     (W)     SCALED    
 AW0522* NAVD 88     -         0.64   (+/-2cm)       2.1    (feet)  VERTCON   
 AW0522  ___________________________________________________________________
 AW0522  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW0522
 AW0522  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0522
 AW0522.The horizontal coordinates were scaled from a topographic map and have
 AW0522.an estimated accuracy of +/- 6 seconds.
 AW0522
 AW0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0522.The vertical order pertains to the NGVD 29 superseded value.
 AW0522
 AW0522.The geoid height was determined by GEOID03.
 AW0522
 AW0522;                    North         East    Units  Estimated Accuracy
 AW0522;SPC TXSC     - 4,174,660.    1,007,500.      MT  (+/- 180 meters Scaled)
 AW0522
 AW0522                          SUPERSEDED SURVEY CONTROL
 AW0522
 AW0522  NGVD 29 (??/??/92)    0.633  (m)            2.08   (f) ADJ UNCH    1 2
 AW0522
 AW0522.Superseded values are not recommended for survey control.
 AW0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0522.See file dsdata.txt to determine how the superseded data were derived.
 AW0522
 AW0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN250473(NAD 83)
 AW0522_MARKER: DB = BENCH MARK DISK
 AW0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0522_SP_SET: CONCRETE BASE
 AW0522_STAMPING: K 1189 1964
 AW0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0522
 AW0522  HISTORY     - Date     Condition        Report By
 AW0522  HISTORY     - 1964     MONUMENTED       CGS
 AW0522  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0522  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW0522  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AW0522  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW0522
 AW0522                          STATION DESCRIPTION
 AW0522
 AW0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0522'8.5 MI N FROM GALVESTON.
 AW0522'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE
 AW0522'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE 1.3 MILES
 AW0522'NORTHEAST ALONG 51ST STREET, THENCE 1.35 MILES EAST ALONG A SHELL ROAD
 AW0522'LEADING TO TODD SHIPYARD, THENCE 0.3 MILE NORTHEAST THROUGH THE
 AW0522'SHIPYARD, THENCE 0.8 MILE NORTHEAST ALONG A DIM SHELL ROAD, THENCE 1.0
 AW0522'MILE NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES WEST ALONG
 AW0522'THE NORTH SHORE OF PELICAN ISLAND, ABOUT 0.2 MILE SOUTH OF THE HIGH
 AW0522'WATER LINE OF THE ISLAND, SET IN THE TOP OF THE NORTHWEST CONCRETE
 AW0522'BASE OF THE NORTHWEST LEG OF A SMALL METAL TOWER, AND ABOUT FLUSH WITH
 AW0522'THE GROUND.
 AW0522
 AW0522                          STATION RECOVERY (1978)
 AW0522
 AW0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0522'NOT RECOVERED, COULD NOT RECOVER TOWER.
 AW0522
 AW0522                          STATION RECOVERY (1999)
 AW0522
 AW0522'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0522'MARK NOT FOUND.
 AW0522
 AW0522                          STATION RECOVERY (2003)
 AW0522
 AW0522'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW0522'MARK NOT FOUND.
 AW0522
 AW0522                          STATION RECOVERY (2005)
 AW0522
 AW0522'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0522'SANDY SPOIL HAS BEEN PUMPED INTO THE AREA. THIS COULD NOT BE FOUND.
 AW0522'NO WITNESS POST FOUND. NO TOWER TO REFERANCE FROM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0037 ***********************************************************************
 BN0037  DESIGNATION -  K 119
 BN0037  PID         -  BN0037
 BN0037  STATE/COUNTY-  TX/BURNET
 BN0037  USGS QUAD   -  KINGSLAND (1982)
 BN0037
 BN0037                         *CURRENT SURVEY CONTROL
 BN0037  ___________________________________________________________________
 BN0037* NAD 83(1986)-  30 38 27.     (N)    098 24 45.     (W)     SCALED    
 BN0037* NAVD 88     -       257.608  (meters)     845.17   (feet)  ADJUSTED  
 BN0037  ___________________________________________________________________
 BN0037  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 BN0037  DYNAMIC HT  -         257.266 (meters)     844.05  (feet)  COMP
 BN0037  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 BN0037
 BN0037  VERT ORDER  -  SECOND    CLASS 0
 BN0037
 BN0037.The horizontal coordinates were scaled from a topographic map and have
 BN0037.an estimated accuracy of +/- 6 seconds.
 BN0037
 BN0037.The orthometric height was determined by differential leveling
 BN0037.and adjusted by the National Geodetic Survey in June 1991..
 BN0037
 BN0037.The geoid height was determined by GEOID03.
 BN0037
 BN0037.The dynamic height is computed by dividing the NAVD 88
 BN0037.geopotential number by the normal gravity value computed on the
 BN0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0037.degrees latitude (g = 980.6199 gals.).
 BN0037
 BN0037.The modeled gravity was interpolated from observed gravity values.
 BN0037
 BN0037;                    North         East    Units  Estimated Accuracy
 BN0037;SPC TX C     - 3,109,580.      884,100.      MT  (+/- 180 meters Scaled)
 BN0037
 BN0037                          SUPERSEDED SURVEY CONTROL
 BN0037
 BN0037  NGVD 29 (??/??/92)  257.556  (m)          845.00   (f) ADJ UNCH    2 0
 BN0037
 BN0037.Superseded values are not recommended for survey control.
 BN0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0037.See file dsdata.txt to determine how the superseded data were derived.
 BN0037
 BN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU562899(NAD 83)
 BN0037_MARKER: DB = BENCH MARK DISK
 BN0037_SETTING: 66 = SET IN ROCK OUTCROP
 BN0037_SP_SET: ROCK OUTCROP
 BN0037_STAMPING: K 119 1933
 BN0037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0037+STABILITY: POSITION/ELEVATION WELL
 BN0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0037+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 BN0037
 BN0037  HISTORY     - Date     Condition        Report By
 BN0037  HISTORY     - 1933     MONUMENTED       CGS
 BN0037  HISTORY     - 1966     GOOD             USGS
 BN0037  HISTORY     - 20020223 GOOD             USPSQD
 BN0037  HISTORY     - 20030118 GOOD             GEOCAC
 BN0037  HISTORY     - 20051022 GOOD             USPSQD
 BN0037
 BN0037                          STATION DESCRIPTION
 BN0037
 BN0037'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 BN0037'2.4 MI SE FROM KINGSLAND.
 BN0037'KINGSLAND POST OFFICE.  2.3 MI. SE SE OF ALONG F. M. ROAD 1431. THENCE
 BN0037'SW 0.1 MILE TO RAILROAD CROSSING.  290 FT. SE OF CENTER OF CROSSING,
 BN0037'42 FT. NW OF TRACK, 4 FT. SW. OF R. O. W. FENCE AND SET IN A LARGE
 BN0037'GRANITE OUTCROP.  A STANDARD DISK STAMPED K 119 1933.
 BN0037
 BN0037                          STATION RECOVERY (2002)
 BN0037
 BN0037'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 BN0037'RECOVERED IN GOOD CONDITION.
 BN0037
 BN0037                          STATION RECOVERY (2003)
 BN0037
 BN0037'RECOVERY NOTE BY GEOCACHING 2003 (LPC)
 BN0037'STATION LOCATION AS RECORDED WITH CONSUMER GPS RECEIVER IS N 30 38.452
 BN0037'W 98 24.767
 BN0037
 BN0037                          STATION RECOVERY (2005)
 BN0037
 BN0037'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAG)
 BN0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0413 ***********************************************************************
 CB0413  DESIGNATION -  K 1190
 CB0413  PID         -  CB0413
 CB0413  STATE/COUNTY-  TX/UPTON
 CB0413  USGS QUAD   -  SEVENMILE CORNER (1970)
 CB0413
 CB0413                         *CURRENT SURVEY CONTROL
 CB0413  ___________________________________________________________________
 CB0413* NAD 83(1986)-  31 20 11.     (N)    101 56 34.     (W)     SCALED    
 CB0413* NAVD 88     -       820.258  (meters)    2691.13   (feet)  ADJUSTED  
 CB0413  ___________________________________________________________________
 CB0413  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CB0413  DYNAMIC HT  -         819.067 (meters)    2687.22  (feet)  COMP
 CB0413  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 CB0413
 CB0413  VERT ORDER  -  SECOND    CLASS 0
 CB0413
 CB0413.The horizontal coordinates were scaled from a topographic map and have
 CB0413.an estimated accuracy of +/- 6 seconds.
 CB0413
 CB0413.The orthometric height was determined by differential leveling
 CB0413.and adjusted by the National Geodetic Survey in June 1991..
 CB0413
 CB0413.The geoid height was determined by GEOID03.
 CB0413
 CB0413.The dynamic height is computed by dividing the NAVD 88
 CB0413.geopotential number by the normal gravity value computed on the
 CB0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0413.degrees latitude (g = 980.6199 gals.).
 CB0413
 CB0413.The modeled gravity was interpolated from observed gravity values.
 CB0413
 CB0413;                    North         East    Units  Estimated Accuracy
 CB0413;SPC TX C     - 3,186,210.      546,850.      MT  (+/- 180 meters Scaled)
 CB0413
 CB0413                          SUPERSEDED SURVEY CONTROL
 CB0413
 CB0413  NGVD 29 (??/??/92)  819.933  (m)         2690.06   (f) ADJ UNCH    2 0
 CB0413
 CB0413.Superseded values are not recommended for survey control.
 CB0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0413.See file dsdata.txt to determine how the superseded data were derived.
 CB0413
 CB0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV199706(NAD 83)
 CB0413_MARKER: DB = BENCH MARK DISK
 CB0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0413_STAMPING: K 1190 1967
 CB0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0413+STABILITY: SURFACE MOTION
 CB0413
 CB0413  HISTORY     - Date     Condition        Report By
 CB0413  HISTORY     - 1967     MONUMENTED       CGS
 CB0413
 CB0413                          STATION DESCRIPTION
 CB0413
 CB0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0413'7.95 MI N FROM RANKIN.
 CB0413'ABOUT 7.95 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0413'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 1.05 MILE NORTH
 CB0413'OF THE JUNCTION OF THE HIGHWAY AND RANCH ROAD NUMBER 1555, 61 FEET
 CB0413'WEST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET SOUTH OF A FENCE
 CB0413'CORNER POST, ON THE EXTENDED CENTER LINE OF A TRAIL ROAD WHICH LEADS
 CB0413'WEST, 2 1/2 FEET EAST OF A FENCE, 1.7 FEET NORTHWEST OF A METAL
 CB0413'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 CB0413'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0125 ***********************************************************************
 CC0125  DESIGNATION -  K 1191
 CC0125  PID         -  CC0125
 CC0125  STATE/COUNTY-  TX/MIDLAND
 CC0125  USGS QUAD   -  BENGE CORNER (1968)
 CC0125
 CC0125                         *CURRENT SURVEY CONTROL
 CC0125  ___________________________________________________________________
 CC0125* NAD 83(1986)-  31 41 21.     (N)    102 00 05.     (W)     SCALED    
 CC0125* NAVD 88     -       853.450  (meters)    2800.03   (feet)  ADJUSTED  
 CC0125  ___________________________________________________________________
 CC0125  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CC0125  DYNAMIC HT  -         852.236 (meters)    2796.04  (feet)  COMP
 CC0125  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 CC0125
 CC0125  VERT ORDER  -  SECOND    CLASS 0
 CC0125
 CC0125.The horizontal coordinates were scaled from a topographic map and have
 CC0125.an estimated accuracy of +/- 6 seconds.
 CC0125
 CC0125.The orthometric height was determined by differential leveling
 CC0125.and adjusted by the National Geodetic Survey in June 1991..
 CC0125
 CC0125.The geoid height was determined by GEOID03.
 CC0125
 CC0125.The dynamic height is computed by dividing the NAVD 88
 CC0125.geopotential number by the normal gravity value computed on the
 CC0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0125.degrees latitude (g = 980.6199 gals.).
 CC0125
 CC0125.The modeled gravity was interpolated from observed gravity values.
 CC0125
 CC0125;                    North         East    Units  Estimated Accuracy
 CC0125;SPC TX C     - 3,225,400.      541,860.      MT  (+/- 180 meters Scaled)
 CC0125
 CC0125                          SUPERSEDED SURVEY CONTROL
 CC0125
 CC0125  NGVD 29 (??/??/92)  853.099  (m)         2798.88   (f) ADJ UNCH    2 0
 CC0125
 CC0125.Superseded values are not recommended for survey control.
 CC0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0125.See file dsdata.txt to determine how the superseded data were derived.
 CC0125
 CC0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR842098(NAD 83)
 CC0125_MARKER: DB = BENCH MARK DISK
 CC0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0125_STAMPING: K 1191 1967
 CC0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0125+STABILITY: SURFACE MOTION
 CC0125
 CC0125  HISTORY     - Date     Condition        Report By
 CC0125  HISTORY     - 1967     MONUMENTED       CGS
 CC0125  HISTORY     - 20010217 GOOD             USPSQD
 CC0125
 CC0125                          STATION DESCRIPTION
 CC0125
 CC0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0125'21.45 MI S FROM MIDLAND.
 CC0125'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0125'THE STATION AT MIDLAND, THENCE 21.3 MILES SOUTH ALONG STATE HIGHWAY
 CC0125'349, 77 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET SOUTH OF
 CC0125'THE CENTER LINE OF A DIRT ROAD WHICH LEADS EAST, 21 1/2 FEET NORTHEAST
 CC0125'OF A FENCE CORNER POST, 2 FEET NORTHWEST OF A FENCE, 1.5 FEET EAST OF
 CC0125'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 CC0125'OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 CC0125
 CC0125                          STATION RECOVERY (2001)
 CC0125
 CC0125'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0527 ***********************************************************************
 AN0527  DESIGNATION -  K 1192
 AN0527  PID         -  AN0527
 AN0527  STATE/COUNTY-  TX/JACKSON
 AN0527  USGS QUAD   -  LOLITA (1995)
 AN0527
 AN0527                         *CURRENT SURVEY CONTROL
 AN0527  ___________________________________________________________________
 AN0527* NAD 83(1986)-  28 50 10.     (N)    096 34 08.     (W)     SCALED    
 AN0527* NAVD 88     -         4.889  (meters)      16.04   (feet)  ADJUSTED  
 AN0527  ___________________________________________________________________
 AN0527  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0527  DYNAMIC HT  -           4.882 (meters)      16.02  (feet)  COMP
 AN0527  MODELED GRAV-     979,208.7   (mgal)                       NAVD 88
 AN0527
 AN0527  VERT ORDER  -  FIRST     CLASS I
 AN0527
 AN0527.The horizontal coordinates were scaled from a topographic map and have
 AN0527.an estimated accuracy of +/- 6 seconds.
 AN0527
 AN0527.The orthometric height was determined by differential leveling
 AN0527.and adjusted by the National Geodetic Survey in June 1991..
 AN0527
 AN0527.The geoid height was determined by GEOID03.
 AN0527
 AN0527.The dynamic height is computed by dividing the NAVD 88
 AN0527.geopotential number by the normal gravity value computed on the
 AN0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0527.degrees latitude (g = 980.6199 gals.).
 AN0527
 AN0527.The modeled gravity was interpolated from observed gravity values.
 AN0527
 AN0527;                    North         East    Units  Estimated Accuracy
 AN0527;SPC TXSC     - 4,113,600.      837,220.      MT  (+/- 180 meters Scaled)
 AN0527
 AN0527                          SUPERSEDED SURVEY CONTROL
 AN0527
 AN0527  NGVD 29 (??/??/92)    5.005  (m)           16.42   (f) ADJ UNCH    1 1
 AN0527
 AN0527.Superseded values are not recommended for survey control.
 AN0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0527.See file dsdata.txt to determine how the superseded data were derived.
 AN0527
 AN0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS372922(NAD 83)
 AN0527_MARKER: DB = BENCH MARK DISK
 AN0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0527_SP_SET: ABUTMENT
 AN0527_STAMPING: K 1192 1972
 AN0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0527
 AN0527  HISTORY     - Date     Condition        Report By
 AN0527  HISTORY     - 1972     MONUMENTED       NGS
 AN0527  HISTORY     - 1978     GOOD             NGS
 AN0527
 AN0527                          STATION DESCRIPTION
 AN0527
 AN0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0527'1.6 MI W FROM LOLITA.
 AN0527'ABOUT 1.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0527'CROSSING OF FARM-TO-MARKET ROAD 1593 AT LOLITA, 0.3 MILE EAST OF
 AN0527'MILEPOST 243, 0.5 MILE NORTHEAST OF THE NORTHEAST END OF THE RAILROAD
 AN0527'BRIDGE, OVER THE LAVACA RIVER, SET IN THE TOP OF THE SOUTHEAST END OF
 AN0527'THE NORTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 243.2, 7 1/2
 AN0527'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, AND ABOUT LEVEL
 AN0527'WITH THE TRACK.
 AN0527
 AN0527                          STATION RECOVERY (1978)
 AN0527
 AN0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0879 ***********************************************************************
 AX0879  DESIGNATION -  K 1193
 AX0879  PID         -  AX0879
 AX0879  STATE/COUNTY-  TX/JACKSON
 AX0879  USGS QUAD   -  GANADO (1981)
 AX0879
 AX0879                         *CURRENT SURVEY CONTROL
 AX0879  ___________________________________________________________________
 AX0879* NAD 83(1986)-  29 04 07.     (N)    096 32 24.     (W)     SCALED    
 AX0879* NAVD 88     -        21.72   (+/-2cm)      71.3    (feet)  VERTCON   
 AX0879  ___________________________________________________________________
 AX0879  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0879
 AX0879  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0879
 AX0879.The horizontal coordinates were scaled from a topographic map and have
 AX0879.an estimated accuracy of +/- 6 seconds.
 AX0879
 AX0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0879.The vertical order pertains to the NGVD 29 superseded value.
 AX0879
 AX0879.The geoid height was determined by GEOID03.
 AX0879
 AX0879;                    North         East    Units  Estimated Accuracy
 AX0879;SPC TXSC     - 4,139,420.      839,490.      MT  (+/- 180 meters Scaled)
 AX0879
 AX0879                          SUPERSEDED SURVEY CONTROL
 AX0879
 AX0879  NGVD 29 (??/??/92)   21.725  (m)           71.28   (f) ADJ UNCH    2 0
 AX0879
 AX0879.Superseded values are not recommended for survey control.
 AX0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0879.See file dsdata.txt to determine how the superseded data were derived.
 AX0879
 AX0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT394180(NAD 83)
 AX0879_MARKER: DB = BENCH MARK DISK
 AX0879_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0879+WITH SETTING: INTO GROUND
 AX0879_STAMPING: K 1193 1972
 AX0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0879+STABILITY: SURFACE MOTION
 AX0879
 AX0879  HISTORY     - Date     Condition        Report By
 AX0879  HISTORY     - 1972     MONUMENTED       NGS
 AX0879  HISTORY     - 19980725 GOOD             USPSQD
 AX0879
 AX0879                          STATION DESCRIPTION
 AX0879
 AX0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0879'3.2 MI NW FROM GANADO.
 AX0879'ABOUT 1.9 MILES NORTH ALONG FARM TO MARKET ROAD NO. 710 FROM THE
 AX0879'INTERSECTION OF U. S. HIGHWAY 59 AT GANADO, THENCE 1.3 MILES WEST
 AX0879'ALONG MATUS ROAD, AT THE JUNCTION OF THELLMANN ROAD LEADING NORTH, 27
 AX0879'FEET SOUTH OF THE CENTER LINE OF MATUS ROAD, 43.6 FEET SOUTHWEST OF
 AX0879'THE SOUTH END OF A 2-FOOT CONCRETE PIPE CULVERT UNDER THE EAST-WEST
 AX0879'ROAD, 16 FEET WEST OF THE EXTENDED CENTER LINE OF THELLMANN ROAD, 1
 AX0879'FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE, 1.5 FEET EAST OF A METAL
 AX0879'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 AX0879'4-FOOT COPPER ROD THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS
 AX0879'ONE INCH BELOW THE LEVEL OF THE GROUND AND ENCASED IN A 6-INCH METAL
 AX0879'PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND. NOTE-- MARK
 AX0879'IS ALSO 21 FEET WEST-SOUTHWEST OF BENCH MARK J 854 DESCRIBED.
 AX0879
 AX0879                          STATION RECOVERY (1998)
 AX0879
 AX0879'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0717 ***********************************************************************
 AN0717  DESIGNATION -  K 1194
 AN0717  PID         -  AN0717
 AN0717  STATE/COUNTY-  TX/JACKSON
 AN0717  USGS QUAD   -  EDNA (1995)
 AN0717
 AN0717                         *CURRENT SURVEY CONTROL
 AN0717  ___________________________________________________________________
 AN0717* NAD 83(1986)-  28 58 01.     (N)    096 40 07.     (W)     SCALED    
 AN0717* NAVD 88     -        20.24   (+/-2cm)      66.4    (feet)  VERTCON   
 AN0717  ___________________________________________________________________
 AN0717  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0717
 AN0717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0717
 AN0717.The horizontal coordinates were scaled from a topographic map and have
 AN0717.an estimated accuracy of +/- 6 seconds.
 AN0717
 AN0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0717.The vertical order pertains to the NGVD 29 superseded value.
 AN0717
 AN0717.The geoid height was determined by GEOID03.
 AN0717
 AN0717;                    North         East    Units  Estimated Accuracy
 AN0717;SPC TXSC     - 4,127,900.      827,200.      MT  (+/- 180 meters Scaled)
 AN0717
 AN0717                          SUPERSEDED SURVEY CONTROL
 AN0717
 AN0717  NGVD 29 (??/??/92)   20.265  (m)           66.49   (f) ADJ UNCH    2 0
 AN0717
 AN0717.Superseded values are not recommended for survey control.
 AN0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0717.See file dsdata.txt to determine how the superseded data were derived.
 AN0717
 AN0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT271065(NAD 83)
 AN0717_MARKER: DB = BENCH MARK DISK
 AN0717_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0717+WITH SETTING: INTO GROUND
 AN0717_STAMPING: K 1194 1972
 AN0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0717+STABILITY: SURFACE MOTION
 AN0717
 AN0717  HISTORY     - Date     Condition        Report By
 AN0717  HISTORY     - 1972     MONUMENTED       NGS
 AN0717
 AN0717                          STATION DESCRIPTION
 AN0717
 AN0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0717'1.5 MI SW FROM EDNA.
 AN0717'ABOUT 1.5 MILES SOUTHWEST ALONG THE U. S. HIGHWAY 59 FROM THE
 AN0717'COURTHOUSE AT EDNA, 62 FEET NORTHWEST OF THE CENTER LINE OF THE
 AN0717'HIGHWAY, 123 FEET SOUTHWEST OF THE CENTER LINE OF US HIGHWAY 59
 AN0717'BY-PASS THAT IS UNDER CONSTRUCTION IN 1972, 45 FEET SOUTHEAST OF THE
 AN0717'EAST CORNER OF A BRICK OFFICE BUILDING OWNED BY THE WADE BROS.
 AN0717'CONTRACTOR, 5 FEET SOUTHEAST OF A LONE 8 INCH HACKBERRY TREE, 6 1/2
 AN0717'FEET NORTHWEST OF POWER LINE POLE WITH 2 TRANSFORMERS, 1.8 FEET
 AN0717'NORTHEAST OF A CHAIN LINK FENCE, 0.9 FOOT SOUTHWEST OF A METAL WITNESS
 AN0717'POST, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4
 AN0717'FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 AN0717'THE DISK IS FLUSH WITH THE GROUND AND ENCASED IN A 6 INCH METAL PIPE
 AN0717'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0693 ***********************************************************************
 AN0693  DESIGNATION -  K 1195
 AN0693  PID         -  AN0693
 AN0693  STATE/COUNTY-  TX/JACKSON
 AN0693  USGS QUAD   -  LA SALLE (1995)
 AN0693
 AN0693                         *CURRENT SURVEY CONTROL
 AN0693  ___________________________________________________________________
 AN0693* NAD 83(1986)-  28 49 43.     (N)    096 42 19.     (W)     SCALED    
 AN0693* NAVD 88     -        12.54   (+/-2cm)      41.1    (feet)  VERTCON   
 AN0693  ___________________________________________________________________
 AN0693  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0693
 AN0693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0693
 AN0693.The horizontal coordinates were scaled from a topographic map and have
 AN0693.an estimated accuracy of +/- 6 seconds.
 AN0693
 AN0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0693.The vertical order pertains to the NGVD 29 superseded value.
 AN0693
 AN0693.The geoid height was determined by GEOID03.
 AN0693
 AN0693;                    North         East    Units  Estimated Accuracy
 AN0693;SPC TXSC     - 4,112,500.      823,930.      MT  (+/- 180 meters Scaled)
 AN0693
 AN0693                          SUPERSEDED SURVEY CONTROL
 AN0693
 AN0693  NGVD 29 (??/??/92)   12.641  (m)           41.47   (f) ADJ UNCH    2 0
 AN0693
 AN0693.Superseded values are not recommended for survey control.
 AN0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0693.See file dsdata.txt to determine how the superseded data were derived.
 AN0693
 AN0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS239911(NAD 83)
 AN0693_MARKER: DB = BENCH MARK DISK
 AN0693_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0693_SP_SET: 24 FEET
 AN0693_STAMPING: K 1195 1972
 AN0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0693
 AN0693  HISTORY     - Date     Condition        Report By
 AN0693  HISTORY     - 1972     MONUMENTED       NGS
 AN0693
 AN0693                          STATION DESCRIPTION
 AN0693
 AN0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0693'3.95 MI NW FROM LA SALLE.
 AN0693'ABOUT 3.95 MILES NORTHWEST ALONG THE LA SALLE- INEZ ROAD FROM THE POST
 AN0693'OFFICE AT LA SALLE, 105 FEET SOUTHEAST OF THE CENTER POWER LINE WIRE
 AN0693'SUPPORTED BY A DOUBLE ROW OF POWER LINE POLES WITH LINES CROSSING OVER
 AN0693'ROAD IN AN EAST-WEST DIRECTION, 20 FEET SOUTHWEST OF THE CENTER LINE
 AN0693'OF THE ROAD, 13 1/2 FEET SOUTHEAST OF THE CENTER OF A GATE AT PASTURE
 AN0693'ENTRANCE, 0.6 FOOT NORTHEAST OF A WIRE FENCE, 0.7 FOOT SOUTHWEST OF A
 AN0693'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ASPHALT ROAD, AND IS
 AN0693'A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE
 AN0693'LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT IS FLUSH
 AN0693'WITH THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24
 AN0693'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0569 ***********************************************************************
 AN0569  DESIGNATION -  K 1196
 AN0569  PID         -  AN0569
 AN0569  STATE/COUNTY-  TX/JACKSON
 AN0569  USGS QUAD   -  EDNA (1995)
 AN0569
 AN0569                         *CURRENT SURVEY CONTROL
 AN0569  ___________________________________________________________________
 AN0569* NAD 83(1986)-  28 59 01.     (N)    096 39 01.     (W)     SCALED    
 AN0569* NAVD 88     -        20.349  (meters)      66.76   (feet)  ADJUSTED  
 AN0569  ___________________________________________________________________
 AN0569  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0569  DYNAMIC HT  -          20.320 (meters)      66.67  (feet)  COMP
 AN0569  MODELED GRAV-     979,215.5   (mgal)                       NAVD 88
 AN0569
 AN0569  VERT ORDER  -  FIRST     CLASS I
 AN0569
 AN0569.The horizontal coordinates were scaled from a topographic map and have
 AN0569.an estimated accuracy of +/- 6 seconds.
 AN0569
 AN0569.The orthometric height was determined by differential leveling
 AN0569.and adjusted by the National Geodetic Survey in June 1991..
 AN0569
 AN0569.The geoid height was determined by GEOID03.
 AN0569
 AN0569.The dynamic height is computed by dividing the NAVD 88
 AN0569.geopotential number by the normal gravity value computed on the
 AN0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0569.degrees latitude (g = 980.6199 gals.).
 AN0569
 AN0569.The modeled gravity was interpolated from observed gravity values.
 AN0569
 AN0569;                    North         East    Units  Estimated Accuracy
 AN0569;SPC TXSC     - 4,129,780.      828,950.      MT  (+/- 180 meters Scaled)
 AN0569
 AN0569                          SUPERSEDED SURVEY CONTROL
 AN0569
 AN0569  NGVD 29 (12/23/87)   20.359  (m)           66.79   (f) ADJUSTED    1 1
 AN0569
 AN0569.Superseded values are not recommended for survey control.
 AN0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0569.See file dsdata.txt to determine how the superseded data were derived.
 AN0569
 AN0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT289084(NAD 83)
 AN0569_MARKER: DB = BENCH MARK DISK
 AN0569_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN0569_SP_SET: CULVERT HEADWALL
 AN0569_STAMPING: K 1196 1972
 AN0569_MARK LOGO: NGS   
 AN0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0569+STABILITY: SURFACE MOTION
 AN0569
 AN0569  HISTORY     - Date     Condition        Report By
 AN0569  HISTORY     - 1972     MONUMENTED       NGS
 AN0569  HISTORY     - 1987     GOOD             NGS
 AN0569  HISTORY     - 20060815 GOOD             USPSQD
 AN0569
 AN0569                          STATION DESCRIPTION
 AN0569
 AN0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0569'IN EDNA.
 AN0569'AT EDNA, ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 111 FROM THE
 AN0569'COURTHOUSE, AT THE JUNCTION OF BLACKJACK STREET, 0.25 MILE SOUTH OF
 AN0569'THE US HIGHWAY 59 (BY-PASS) OVERPASS, SET IN THE TOP OF THE NORTHWEST
 AN0569'END OF THE SOUTHWEST CONCRETE HEADWALL FOR A 14-BY-4-FOOT CONCRETE
 AN0569'CULVERT WITH PARTITIONS AND WING WALLS UNDER THE STATE HIGHWAY, 58
 AN0569'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 111, 20 FEET
 AN0569'SOUTHEAST OF THE CENTER LINE OF BLACKJACK STREET AND ABOUT LEVEL WITH
 AN0569'THE HIGHWAY.
 AN0569
 AN0569                          STATION RECOVERY (1987)
 AN0569
 AN0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN0569'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.56 KM (0.35
 AN0569'MI) NORTHWEST ALONG STATE HIGHWAY 111 FROM THE JUNCTION OF HIGHWAY
 AN0569'LOOP 521 IN EDNA, 17.6 METERS (58.0 FT) SOUTHWEST OF THE CENTERLINE OF
 AN0569'HIGHWAY 111, 6.1 METERS (20.0 FT) SOUTHEAST OF THE CENTERLINE OF
 AN0569'BLACKJACK STREET, 13.4 METERS (44.0 FT) NORTH OF THE NORTH CORNER OF
 AN0569'THE TEXAS DEPARTMENT OF HUMAN SERVICES BUILDING, IN TOP AND 0.3 METERS
 AN0569'(1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A
 AN0569'4- BY 14-FOOT DOUBLE BOX CULVERT.
 AN0569'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 AN0569
 AN0569                          STATION RECOVERY (2006)
 AN0569
 AN0569'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 AN0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1582 ***********************************************************************
 AN1582  DESIGNATION -  K 1197
 AN1582  PID         -  AN1582
 AN1582  STATE/COUNTY-  TX/KARNES
 AN1582  USGS QUAD   -  KARNES CITY (1987)
 AN1582
 AN1582                         *CURRENT SURVEY CONTROL
 AN1582  ___________________________________________________________________
 AN1582* NAD 83(1986)-  28 53 49.     (N)    097 55 01.     (W)     SCALED    
 AN1582* NAVD 88     -       103.195  (meters)     338.57   (feet)  ADJUSTED  
 AN1582  ___________________________________________________________________
 AN1582  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AN1582  DYNAMIC HT  -         103.045 (meters)     338.07  (feet)  COMP
 AN1582  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 AN1582
 AN1582  VERT ORDER  -  FIRST     CLASS I
 AN1582
 AN1582.The horizontal coordinates were scaled from a topographic map and have
 AN1582.an estimated accuracy of +/- 6 seconds.
 AN1582
 AN1582.The orthometric height was determined by differential leveling
 AN1582.and adjusted by the National Geodetic Survey in June 1991..
 AN1582
 AN1582.The geoid height was determined by GEOID03.
 AN1582
 AN1582.The dynamic height is computed by dividing the NAVD 88
 AN1582.geopotential number by the normal gravity value computed on the
 AN1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1582.degrees latitude (g = 980.6199 gals.).
 AN1582
 AN1582.The modeled gravity was interpolated from observed gravity values.
 AN1582
 AN1582;                    North         East    Units  Estimated Accuracy
 AN1582;SPC TXSC     - 4,118,370.      705,620.      MT  (+/- 180 meters Scaled)
 AN1582
 AN1582                          SUPERSEDED SURVEY CONTROL
 AN1582
 AN1582  NGVD 29 (??/??/92)  103.163  (m)          338.46   (f) ADJ UNCH    1 1
 AN1582
 AN1582.Superseded values are not recommended for survey control.
 AN1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1582.See file dsdata.txt to determine how the superseded data were derived.
 AN1582
 AN1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS055970(NAD 83)
 AN1582_MARKER: DB = BENCH MARK DISK
 AN1582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN1582_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AN1582_STAMPING: K 1197 1972
 AN1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1582
 AN1582  HISTORY     - Date     Condition        Report By
 AN1582  HISTORY     - 1972     MONUMENTED       NGS
 AN1582
 AN1582                          STATION DESCRIPTION
 AN1582
 AN1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN1582'1.4 MI NW FROM KARNES CITY.
 AN1582'ABOUT 1.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AN1582'CROSSING OF FARM-TO-MARKET ROAD 99 AT KARNES CITY, 0.35 MILE SOUTHEAST
 AN1582'OF MILEPOST 53, 13 RAILS NORTHWEST OF THE NORTHWEST END OF A SMALL
 AN1582'TRESTLE, 36 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 33 FEET
 AN1582'SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 6 FEET SOUTHEAST OF A
 AN1582'TELEPHONE POLE, 0.6 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 3
 AN1582'FEET ABOVE THE LEVEL OF THE ROAD, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 AN1582'THE TRACK, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD
 AN1582'THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE
 AN1582'SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH
 AN1582'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0612 ***********************************************************************
 AX0612  DESIGNATION -  K 1198
 AX0612  PID         -  AX0612
 AX0612  STATE/COUNTY-  TX/LAVACA
 AX0612  USGS QUAD   -  SPEAKS (1981)
 AX0612
 AX0612                         *CURRENT SURVEY CONTROL
 AX0612  ___________________________________________________________________
 AX0612* NAD 83(1986)-  29 19 17.     (N)    096 43 31.     (W)     SCALED    
 AX0612* NAVD 88     -        48.855  (meters)     160.29   (feet)  ADJUSTED  
 AX0612  ___________________________________________________________________
 AX0612  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0612  DYNAMIC HT  -          48.786 (meters)     160.06  (feet)  COMP
 AX0612  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 AX0612
 AX0612  VERT ORDER  -  FIRST     CLASS I
 AX0612
 AX0612.The horizontal coordinates were scaled from a topographic map and have
 AX0612.an estimated accuracy of +/- 6 seconds.
 AX0612
 AX0612.The orthometric height was determined by differential leveling
 AX0612.and adjusted by the National Geodetic Survey in June 1991..
 AX0612
 AX0612.The geoid height was determined by GEOID03.
 AX0612
 AX0612.The dynamic height is computed by dividing the NAVD 88
 AX0612.geopotential number by the normal gravity value computed on the
 AX0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0612.degrees latitude (g = 980.6199 gals.).
 AX0612
 AX0612.The modeled gravity was interpolated from observed gravity values.
 AX0612
 AX0612;                    North         East    Units  Estimated Accuracy
 AX0612;SPC TXSC     - 4,167,060.      820,910.      MT  (+/- 180 meters Scaled)
 AX0612
 AX0612                          SUPERSEDED SURVEY CONTROL
 AX0612
 AX0612  NGVD 29 (??/??/92)   48.849  (m)          160.27   (f) ADJ UNCH    1 1
 AX0612
 AX0612.Superseded values are not recommended for survey control.
 AX0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0612.See file dsdata.txt to determine how the superseded data were derived.
 AX0612
 AX0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT208457(NAD 83)
 AX0612_MARKER: DB = BENCH MARK DISK
 AX0612_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0612+WITH SETTING: INTO GROUND
 AX0612_STAMPING: K 1198 1972
 AX0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0612+STABILITY: SURFACE MOTION
 AX0612
 AX0612  HISTORY     - Date     Condition        Report By
 AX0612  HISTORY     - 1972     MONUMENTED       NGS
 AX0612  HISTORY     - 19970607 GOOD             USPSQD
 AX0612
 AX0612                          STATION DESCRIPTION
 AX0612
 AX0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0612'6.15 MI NW FROM SPEAKS.
 AX0612'ABOUT 6.15 MILES NORTHWEST ALONG FARM ROAD 530 FROM THE POST OFFICE
 AX0612'AND STORE AT SPEAKS, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 212
 AX0612'FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM THE PORCH ON A FRAME
 AX0612'HOUSE WITH A METAL ROOF, 201 FEET WEST OF POWER POLE NUMBER 136, 27
 AX0612'FEET WEST OF THE CENTER OF A WOODEN GATE, 1/2 FOOT SOUTH OF A FENCE,
 AX0612'0.8 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 AX0612'THE ROAD, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT
 AX0612'IS ATTACHED TO A METAL BASE PLATE.  THE DISK PROJECTS 1 INCH ABOVE THE
 AX0612'SURFACE OF THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH
 AX0612'PROJECTS 2 INCHES.
 AX0612
 AX0612                          STATION RECOVERY (1997)
 AX0612
 AX0612'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0577 ***********************************************************************
 AX0577  DESIGNATION -  K 1199
 AX0577  PID         -  AX0577
 AX0577  STATE/COUNTY-  TX/LAVACA
 AX0577  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0577
 AX0577                         *CURRENT SURVEY CONTROL
 AX0577  ___________________________________________________________________
 AX0577* NAD 83(1986)-  29 27 57.     (N)    096 56 23.     (W)     SCALED    
 AX0577* NAVD 88     -        91.937  (meters)     301.63   (feet)  ADJUSTED  
 AX0577  ___________________________________________________________________
 AX0577  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0577  DYNAMIC HT  -          91.808 (meters)     301.21  (feet)  COMP
 AX0577  MODELED GRAV-     979,234.8   (mgal)                       NAVD 88
 AX0577
 AX0577  VERT ORDER  -  FIRST     CLASS I
 AX0577
 AX0577.The horizontal coordinates were scaled from a topographic map and have
 AX0577.an estimated accuracy of +/- 6 seconds.
 AX0577
 AX0577.The orthometric height was determined by differential leveling
 AX0577.and adjusted by the National Geodetic Survey in June 1991..
 AX0577
 AX0577.The geoid height was determined by GEOID03.
 AX0577
 AX0577.The dynamic height is computed by dividing the NAVD 88
 AX0577.geopotential number by the normal gravity value computed on the
 AX0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0577.degrees latitude (g = 980.6199 gals.).
 AX0577
 AX0577.The modeled gravity was interpolated from observed gravity values.
 AX0577
 AX0577;                    North         East    Units  Estimated Accuracy
 AX0577;SPC TXSC     - 4,182,680.      799,810.      MT  (+/- 180 meters Scaled)
 AX0577
 AX0577                          SUPERSEDED SURVEY CONTROL
 AX0577
 AX0577  NGVD 29 (??/??/92)   91.928  (m)          301.60   (f) ADJ UNCH    1 1
 AX0577
 AX0577.Superseded values are not recommended for survey control.
 AX0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0577.See file dsdata.txt to determine how the superseded data were derived.
 AX0577
 AX0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT997613(NAD 83)
 AX0577_MARKER: DB = BENCH MARK DISK
 AX0577_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0577+WITH SETTING: INTO GROUND
 AX0577_STAMPING: K 1199 1972
 AX0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0577+STABILITY: SURFACE MOTION
 AX0577
 AX0577  HISTORY     - Date     Condition        Report By
 AX0577  HISTORY     - 1972     MONUMENTED       NGS
 AX0577  HISTORY     - 19970607 GOOD             USPSQD
 AX0577
 AX0577                          STATION DESCRIPTION
 AX0577
 AX0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0577'1.5 MI N FROM HALLETTSVILLE.
 AX0577'ABOUT 1.5 MILES NORTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF U.S.
 AX0577'HIGHWAY 90A AT HALLETTSVILLE, 317 FEET SOUTHEAST OF THE CENTER OF THE
 AX0577'INTERSECTION OF THE HIGHWAY AND A GRAVEL ROAD CROSSING, 60 FEET EAST
 AX0577'OF THE CENTER LINE OF THE HIGHWAY, 47 FEET NORTHWEST OF THE NORTHWEST
 AX0577'CORNER OF A SMALL FRAME HOUSE, 3 FEET NORTHWEST OF A FENCE CORNER, 2
 AX0577'1/2 FEET NORTH OF A POWER LINE POLE, 1 FOOT WEST OF THE RIGHT-OF-WAY
 AX0577'FENCE LINE, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 AX0577'THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 4 FOOT COPPER COATED
 AX0577'STEEL ROD THAT IS ATTACHED TO A METAL BASE PLATE. THE DISK PROJECTS 1
 AX0577'INCH ABOVE THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH PIPE THAT
 AX0577'PROJECTS 2 INCHES BELOW THE LEVEL OF THE GROUND.
 AX0577
 AX0577                          STATION RECOVERY (1997)
 AX0577
 AX0577'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0384 ***********************************************************************
 CT0384  DESIGNATION -  K 12
 CT0384  PID         -  CT0384
 CT0384  STATE/COUNTY-  TX/CALLAHAN
 CT0384  USGS QUAD   -  PUTNAM NORTH (1966)
 CT0384
 CT0384                         *CURRENT SURVEY CONTROL
 CT0384  ___________________________________________________________________
 CT0384* NAD 83(1986)-  32 22 56.     (N)    099 08 33.     (W)     SCALED    
 CT0384* NAVD 88     -       478.906  (meters)    1571.21   (feet)  ADJUSTED  
 CT0384  ___________________________________________________________________
 CT0384  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CT0384  DYNAMIC HT  -         478.286 (meters)    1569.18  (feet)  COMP
 CT0384  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 CT0384
 CT0384  VERT ORDER  -  FIRST     CLASS II
 CT0384
 CT0384.The horizontal coordinates were scaled from a topographic map and have
 CT0384.an estimated accuracy of +/- 6 seconds.
 CT0384
 CT0384.The orthometric height was determined by differential leveling
 CT0384.and adjusted by the National Geodetic Survey in June 1991..
 CT0384.WARNING-Repeat measurements at this control monument indicate possible
 CT0384.vertical movement.
 CT0384
 CT0384.The geoid height was determined by GEOID03.
 CT0384
 CT0384.The dynamic height is computed by dividing the NAVD 88
 CT0384.geopotential number by the normal gravity value computed on the
 CT0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0384.degrees latitude (g = 980.6199 gals.).
 CT0384
 CT0384.The modeled gravity was interpolated from observed gravity values.
 CT0384
 CT0384;                    North         East    Units  Estimated Accuracy
 CT0384;SPC TXNC     - 2,079,530.      539,550.      MT  (+/- 180 meters Scaled)
 CT0384
 CT0384                          SUPERSEDED SURVEY CONTROL
 CT0384
 CT0384  NGVD 29 (??/??/92)  478.704  (m)         1570.55   (f) ADJ UNCH    1 2
 CT0384
 CT0384.Superseded values are not recommended for survey control.
 CT0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0384.See file dsdata.txt to determine how the superseded data were derived.
 CT0384
 CT0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA865828(NAD 83)
 CT0384_MARKER: P = PIPE CAP
 CT0384_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT0384_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CT0384_STAMPING: K 12 ELEV 1570.620 FT
 CT0384_MARK LOGO: CGS   
 CT0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0384
 CT0384  HISTORY     - Date     Condition        Report By
 CT0384  HISTORY     - UNK      MONUMENTED       CGS
 CT0384  HISTORY     - 1956     GOOD             NGS
 CT0384  HISTORY     - 1983     GOOD             NGS
 CT0384
 CT0384                          STATION DESCRIPTION
 CT0384
 CT0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0384'3.2 MI E FROM PUTNAM.
 CT0384'3.2 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0384'AT PUTNAM, AT A ROAD CROSSING, 51 FEET SOUTH OF THE CENTER LINE OF AN
 CT0384'OILED ROAD, 23 FEET EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH,
 CT0384'31 FEET NORTH OF THE NORTH RAIL, 7.8 FEET SOUTHWEST OF A TELEPHONE
 CT0384'POLE, 2 FEET WEST OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2
 CT0384'INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CT0384
 CT0384                          STATION RECOVERY (1983)
 CT0384
 CT0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0384'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.1 KM
 CT0384'(17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0384'FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG
 CT0384'CONRAD HILTON AVENUE, THENCE 16.0 KM (9.95 MI) WESTERLY ALONG THE
 CT0384'MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0220 ***********************************************************************
 BN0220  DESIGNATION -  K 120
 BN0220  PID         -  BN0220
 BN0220  STATE/COUNTY-  TX/LLANO
 BN0220  USGS QUAD   -  CASTELL (1967)
 BN0220
 BN0220                         *CURRENT SURVEY CONTROL
 BN0220  ___________________________________________________________________
 BN0220* NAD 83(1986)-  30 41 50.     (N)    098 56 11.     (W)     SCALED    
 BN0220* NAVD 88     -       356.838  (meters)    1170.73   (feet)  ADJUSTED  
 BN0220  ___________________________________________________________________
 BN0220  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 BN0220  DYNAMIC HT  -         356.358 (meters)    1169.15  (feet)  COMP
 BN0220  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 BN0220
 BN0220  VERT ORDER  -  SECOND    CLASS 0
 BN0220
 BN0220.The horizontal coordinates were scaled from a topographic map and have
 BN0220.an estimated accuracy of +/- 6 seconds.
 BN0220
 BN0220.The orthometric height was determined by differential leveling
 BN0220.and adjusted by the National Geodetic Survey in June 1991..
 BN0220
 BN0220.The geoid height was determined by GEOID03.
 BN0220
 BN0220.The dynamic height is computed by dividing the NAVD 88
 BN0220.geopotential number by the normal gravity value computed on the
 BN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0220.degrees latitude (g = 980.6199 gals.).
 BN0220
 BN0220.The modeled gravity was interpolated from observed gravity values.
 BN0220
 BN0220;                    North         East    Units  Estimated Accuracy
 BN0220;SPC TX C     - 3,115,080.      833,820.      MT  (+/- 180 meters Scaled)
 BN0220
 BN0220                          SUPERSEDED SURVEY CONTROL
 BN0220
 BN0220  NGVD 29 (??/??/92)  356.790  (m)         1170.57   (f) ADJ UNCH    2 0
 BN0220
 BN0220.Superseded values are not recommended for survey control.
 BN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0220.See file dsdata.txt to determine how the superseded data were derived.
 BN0220
 BN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU060960(NAD 83)
 BN0220_MARKER: DB = BENCH MARK DISK
 BN0220_SETTING: 80 = SET IN A BOULDER
 BN0220_SP_SET: BOULDER
 BN0220_STAMPING: K-120 1933
 BN0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0220+STABILITY: SURFACE MOTION
 BN0220
 BN0220  HISTORY     - Date     Condition        Report By
 BN0220  HISTORY     - 1933     MONUMENTED       CGS
 BN0220  HISTORY     - 1947     GOOD             TXHD
 BN0220  HISTORY     - 19990909 GOOD             TXDOT
 BN0220
 BN0220                          STATION DESCRIPTION
 BN0220
 BN0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0220'1.4 MI E FROM CASTELL.
 BN0220'ALONG THE LLANO-MASON ROAD AND 60 FT. SOUTH OF THE CENTERLINE OF THE
 BN0220'ROAD ON THE EAST BANK OF A SMALL CREEK IN THE EAST OF A GROUP OF 4
 BN0220'ROCKS.
 BN0220
 BN0220                          STATION RECOVERY (1947)
 BN0220
 BN0220'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1947
 BN0220'RECOVERED IN GOOD CONDITION.
 BN0220
 BN0220                          STATION RECOVERY (1999)
 BN0220
 BN0220'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 BN0220'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0205 ***********************************************************************
 BL0205  DESIGNATION -  K 1200
 BL0205  PID         -  BL0205
 BL0205  STATE/COUNTY-  TX/JEFFERSON
 BL0205  USGS QUAD   -  CHINA (1985)
 BL0205
 BL0205                         *CURRENT SURVEY CONTROL
 BL0205  ___________________________________________________________________
 BL0205* NAD 83(1986)-  30 03 15.     (N)    094 17 41.     (W)     SCALED    
 BL0205* NAVD 88     -         7.919  (meters)      25.98   (feet)  ADJUSTED  
 BL0205  ___________________________________________________________________
 BL0205  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0205  DYNAMIC HT  -           7.908 (meters)      25.94  (feet)  COMP
 BL0205  MODELED GRAV-     979,305.7   (mgal)                       NAVD 88
 BL0205
 BL0205  VERT ORDER  -  FIRST     CLASS I
 BL0205
 BL0205.The horizontal coordinates were scaled from a topographic map and have
 BL0205.an estimated accuracy of +/- 6 seconds.
 BL0205
 BL0205.The orthometric height was determined by differential leveling
 BL0205.and adjusted by the National Geodetic Survey in June 1991..
 BL0205
 BL0205.The geoid height was determined by GEOID03.
 BL0205
 BL0205.The dynamic height is computed by dividing the NAVD 88
 BL0205.geopotential number by the normal gravity value computed on the
 BL0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0205.degrees latitude (g = 980.6199 gals.).
 BL0205
 BL0205.The modeled gravity was interpolated from observed gravity values.
 BL0205
 BL0205;                    North         East    Units  Estimated Accuracy
 BL0205;SPC TXSC     - 4,255,260.    1,053,600.      MT  (+/- 180 meters Scaled)
 BL0205
 BL0205                          SUPERSEDED SURVEY CONTROL
 BL0205
 BL0205  NGVD 29 (??/??/92)    7.934  (m)           26.03   (f) ADJ UNCH    1 1
 BL0205
 BL0205.Superseded values are not recommended for survey control.
 BL0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0205.See file dsdata.txt to determine how the superseded data were derived.
 BL0205
 BL0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP751254(NAD 83)
 BL0205_MARKER: DB = BENCH MARK DISK
 BL0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0205_SP_SET: CULVERT
 BL0205_STAMPING: K 1200 1972
 BL0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0205+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 BL0205
 BL0205  HISTORY     - Date     Condition        Report By
 BL0205  HISTORY     - 1972     MONUMENTED       NGS
 BL0205  HISTORY     - 19870815 GOOD             USPSQD
 BL0205  HISTORY     - 1988     GOOD             USPSQD
 BL0205  HISTORY     - 1988     GOOD             USPSQD
 BL0205  HISTORY     - 1988     GOOD             USPSQD
 BL0205  HISTORY     - 1989     GOOD             USPSQD
 BL0205  HISTORY     - 1990     GOOD             USPSQD
 BL0205  HISTORY     - 19900207 GOOD             USPSQD
 BL0205  HISTORY     - 19940805 GOOD             USPSQD
 BL0205  HISTORY     - 19990728 GOOD             USPSQD
 BL0205  HISTORY     - 20010331 GOOD             NGS
 BL0205  HISTORY     - 20010331 GOOD             NGS
 BL0205  HISTORY     - 20030304 GOOD             USPSQD
 BL0205  HISTORY     - 20040304 GOOD             USPSQD
 BL0205
 BL0205                          STATION DESCRIPTION
 BL0205
 BL0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0205'2.45 MI E FROM CHINA.
 BL0205'ABOUT 2.45 MILES EAST ALONG US HIGHWAY 90 FROM A PAVED ROAD
 BL0205'INTERSECTION, ABOUT 103 YARDS WEST OF THE JUNCTION OF IMES ROAD, SET
 BL0205'IN THE TOP OF THE EAST END OF THE NORTH HEADWALL TO A 36-FOOT CONCRETE
 BL0205'BOX CULVERT WITH THREE DIVIDING PIERS AND UNDER BOTH LANES OF THE
 BL0205'HIGHWAY, 28 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE
 BL0205'HIGHWAY, 1 FOOT WEST OF THE EAST END OF THE HEADWALL AND ABOUT 2.5
 BL0205'FEET BELOW THE LEVEL OF THE HIGHWAY.
 BL0205
 BL0205                          STATION RECOVERY (1987)
 BL0205
 BL0205'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0205'RECOVERED IN GOOD CONDITION.
 BL0205
 BL0205                          STATION RECOVERY (1988)
 BL0205
 BL0205'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0205'RECOVERED IN GOOD CONDITION.
 BL0205
 BL0205                          STATION RECOVERY (1988)
 BL0205
 BL0205'RECOVERY NOTE BY US POWER SQUADRON 1988 (WET)
 BL0205'RECOVERED IN GOOD CONDITION.
 BL0205
 BL0205                          STATION RECOVERY (1988)
 BL0205
 BL0205'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0205'RECOVERED IN GOOD CONDITION.
 BL0205
 BL0205                          STATION RECOVERY (1989)
 BL0205
 BL0205'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0205'RECOVERED IN GOOD CONDITION.
 BL0205
 BL0205                          STATION RECOVERY (1990)
 BL0205
 BL0205'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0205'RECOVERED IN GOOD CONDITION.
 BL0205
 BL0205                          STATION RECOVERY (1990)
 BL0205
 BL0205'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0205'RECOVERED IN GOOD CONDITION.
 BL0205
 BL0205                          STATION RECOVERY (1994)
 BL0205
 BL0205'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0205'RECOVERED IN GOOD CONDITION.
 BL0205
 BL0205                          STATION RECOVERY (1999)
 BL0205
 BL0205'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0205'RECOVERED IN GOOD CONDITION.
 BL0205
 BL0205                          STATION RECOVERY (2001)
 BL0205
 BL0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0205'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0205
 BL0205                          STATION RECOVERY (2001)
 BL0205
 BL0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0205'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0205
 BL0205                          STATION RECOVERY (2003)
 BL0205
 BL0205'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0205'RECOVERED IN GOOD CONDITION.
 BL0205
 BL0205                          STATION RECOVERY (2004)
 BL0205
 BL0205'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1565 ***********************************************************************
 AW1565  DESIGNATION -  K 1201
 AW1565  PID         -  AW1565
 AW1565  STATE/COUNTY-  TX/HARRIS
 AW1565  USGS QUAD   -  LA PORTE (1982)
 AW1565
 AW1565                         *CURRENT SURVEY CONTROL
 AW1565  ___________________________________________________________________
 AW1565* NAD 83(1986)-  29 37 59.     (N)    095 01 10.     (W)     SCALED    
 AW1565* NAVD 88     -         2.789  (meters)       9.15   (feet)  ADJUSTED  
 AW1565  ___________________________________________________________________
 AW1565  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AW1565  DYNAMIC HT  -           2.785 (meters)       9.14  (feet)  COMP
 AW1565  MODELED GRAV-     979,277.5   (mgal)                       NAVD 88
 AW1565
 AW1565  VERT ORDER  -  FIRST     CLASS II
 AW1565
 AW1565.The horizontal coordinates were scaled from a topographic map and have
 AW1565.an estimated accuracy of +/- 6 seconds.
 AW1565
 AW1565.The orthometric height was determined by differential leveling
 AW1565.and adjusted by the National Geodetic Survey in June 1991..
 AW1565
 AW1565.The geoid height was determined by GEOID03.
 AW1565
 AW1565.The dynamic height is computed by dividing the NAVD 88
 AW1565.geopotential number by the normal gravity value computed on the
 AW1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1565.degrees latitude (g = 980.6199 gals.).
 AW1565
 AW1565.The modeled gravity was interpolated from observed gravity values.
 AW1565
 AW1565;                    North         East    Units  Estimated Accuracy
 AW1565;SPC TXSC     - 4,206,020.      985,350.      MT  (+/- 180 meters Scaled)
 AW1565
 AW1565                          SUPERSEDED SURVEY CONTROL
 AW1565
 AW1565  NGVD 29 (12/23/87)    2.786  (m)            9.14   (f) ADJUSTED    1 2
 AW1565
 AW1565.Superseded values are not recommended for survey control.
 AW1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1565.See file dsdata.txt to determine how the superseded data were derived.
 AW1565
 AW1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN044798(NAD 83)
 AW1565_MARKER: DB = BENCH MARK DISK
 AW1565_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1565_SP_SET: COPPER-CLAD STEEL ROD
 AW1565_STAMPING: K 1201 1973
 AW1565_MARK LOGO: NGS   
 AW1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1565+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW1565
 AW1565  HISTORY     - Date     Condition        Report By
 AW1565  HISTORY     - 1973     MONUMENTED       NGS
 AW1565  HISTORY     - 1978     GOOD             NGS
 AW1565  HISTORY     - 1983     GOOD             NGS
 AW1565  HISTORY     - 1987     GOOD             USPSQD
 AW1565  HISTORY     - 1987     GOOD             USPSQD
 AW1565  HISTORY     - 1987     GOOD             USPSQD
 AW1565  HISTORY     - 1987     GOOD             USPSQD
 AW1565  HISTORY     - 1987     GOOD             USPSQD
 AW1565  HISTORY     - 1987     GOOD             USPSQD
 AW1565  HISTORY     - 1987     GOOD             USPSQD
 AW1565  HISTORY     - 1987     GOOD             USPSQD
 AW1565  HISTORY     - 1987     GOOD             USPSQD
 AW1565  HISTORY     - 1987     GOOD             USPSQD
 AW1565  HISTORY     - 1987     GOOD             NGS
 AW1565  HISTORY     - 1988     GOOD             USPSQD
 AW1565  HISTORY     - 1988     GOOD             USPSQD
 AW1565  HISTORY     - 1988     GOOD             USPSQD
 AW1565  HISTORY     - 1988     GOOD             USPSQD
 AW1565  HISTORY     - 1988     GOOD             USPSQD
 AW1565  HISTORY     - 1988     GOOD             USPSQD
 AW1565  HISTORY     - 1988     GOOD             USPSQD
 AW1565  HISTORY     - 1988     GOOD             USPSQD
 AW1565  HISTORY     - 1988     GOOD             USPSQD
 AW1565  HISTORY     - 1988     GOOD             USPSQD
 AW1565  HISTORY     - 1988     GOOD             USPSQD
 AW1565  HISTORY     - 1988     GOOD             USPSQD
 AW1565  HISTORY     - 1989     GOOD             USPSQD
 AW1565  HISTORY     - 1989     GOOD             USPSQD
 AW1565  HISTORY     - 1989     GOOD             USPSQD
 AW1565  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1565  HISTORY     - 1989     GOOD             USPSQD
 AW1565  HISTORY     - 19890120 GOOD             USPSQD
 AW1565  HISTORY     - 19931122 GOOD             USPSQD
 AW1565  HISTORY     - 20000311 GOOD             USPSQD
 AW1565  HISTORY     - 20010331 GOOD             NGS
 AW1565  HISTORY     - 20050117 GOOD             USPSQD
 AW1565
 AW1565                          STATION DESCRIPTION
 AW1565
 AW1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1565'2.25 MI S FROM LA PORTE.
 AW1565'ABOUT 2.25 MILES SOUTH ALONG STATE HWY. 146 BUSINESS FROM THE
 AW1565'INTERSECTION OF E. MAIN BROADWAY AND SAN JACINTO AVE. AT LA PORTE,
 AW1565'ABOUT 210 FEET WEST OF THE CENTER LINE OF HWY. 146 (BROADWAY), 69 FEET
 AW1565'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ALC CHRIST LUTHERAN CHURCH, 2
 AW1565'FEET SOUTH OF A POWER POLE, 21.7 FEET EAST-SOUTHEAST OF AN 8-INCH
 AW1565'CEDAR TREE, 35 FEET EAST OF THE BASE OF A GUY WIRE, AND SET ON TOP OF
 AW1565'A 5/8-INCH COPPER COATED STEEL ROD WHICH PROJECTS 2 INCHES BELOW THE
 AW1565'LEVEL OF THE SURFACE, AND PROTECTED BY A 6-INCH IRON PIPE FLUSH WITH
 AW1565'THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 56 FEET.
 AW1565
 AW1565                          STATION RECOVERY (1978)
 AW1565
 AW1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1983)
 AW1565
 AW1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1987)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1987)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1987)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1987)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1987)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (LB)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1987)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1987)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1987)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1987)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1987)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1987)
 AW1565
 AW1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1988)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1988)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1988)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1988)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1988)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1988)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1988)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1988)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1988)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1988)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1988)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1988)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1989)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1989)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1989)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1989)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1565'MARK NOT FOUND.
 AW1565
 AW1565                          STATION RECOVERY (1989)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1989)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (1993)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (2000)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1565'RECOVERED IN GOOD CONDITION.
 AW1565
 AW1565                          STATION RECOVERY (2001)
 AW1565
 AW1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1565
 AW1565                          STATION RECOVERY (2005)
 AW1565
 AW1565'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0392 ***********************************************************************
 BL0392  DESIGNATION -  K 1202
 BL0392  PID         -  BL0392
 BL0392  STATE/COUNTY-  TX/LIBERTY
 BL0392  USGS QUAD   -  LIBERTY (1984)
 BL0392
 BL0392                         *CURRENT SURVEY CONTROL
 BL0392  ___________________________________________________________________
 BL0392* NAD 83(1986)-  30 03 31.     (N)    094 46 55.     (W)     SCALED    
 BL0392* NAVD 88     -        12.53   (+/-2cm)      41.1    (feet)  VERTCON   
 BL0392  ___________________________________________________________________
 BL0392  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BL0392
 BL0392  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0392
 BL0392.The horizontal coordinates were scaled from a topographic map and have
 BL0392.an estimated accuracy of +/- 6 seconds.
 BL0392
 BL0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0392.The vertical order pertains to the NGVD 29 superseded value.
 BL0392
 BL0392.The geoid height was determined by GEOID03.
 BL0392
 BL0392;                    North         East    Units  Estimated Accuracy
 BL0392;SPC TX C     - 3,056,810.    1,235,100.      MT  (+/- 180 meters Scaled)
 BL0392
 BL0392                          SUPERSEDED SURVEY CONTROL
 BL0392
 BL0392  NGVD 29 (??/??/92)   12.532  (m)           41.12   (f) ADJ UNCH    1 1
 BL0392
 BL0392.Superseded values are not recommended for survey control.
 BL0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0392.See file dsdata.txt to determine how the superseded data were derived.
 BL0392
 BL0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP282266(NAD 83)
 BL0392_MARKER: DB = BENCH MARK DISK
 BL0392_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0392_SP_SET: 72 FT
 BL0392_STAMPING: K 1202 1972
 BL0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0392
 BL0392  HISTORY     - Date     Condition        Report By
 BL0392  HISTORY     - 1972     MONUMENTED       NGS
 BL0392  HISTORY     - 1973     GOOD             NGS
 BL0392  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL0392  HISTORY     - 19960815 MARK NOT FOUND   USPSQD
 BL0392  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BL0392  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 BL0392
 BL0392                          STATION DESCRIPTION
 BL0392
 BL0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0392'IN LIBERTY.
 BL0392'AT LIBERTY, ABOUT 0.8 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE
 BL0392'JUNCTION OF STATE HIGHWAY 146, AT AN INTERSECTION FORMED BY FARM ROAD
 BL0392'563 LEADING SOUTH AND A BLACKTOP ROAD LEADING NORTH, IN THE NORTHEAST
 BL0392'CORNER OF THE INTERSECTION, 67 1/2 FEET EAST OF THE CENTER LINE OF THE
 BL0392'ROAD LEADING NORTH, 53 1/2 FEET NORTH OF THE NORTH CURB LINE FOR THE
 BL0392'WESTBOUND LANE OF THE HIGHWAY, 69 FEET SOUTHEAST OF THE CENTER OF THE
 BL0392'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE ROAD LEADING NORTH,
 BL0392'24 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT EAST OF THE THIRD TELEGRAPH
 BL0392'POLE EAST OF MILE POST 320, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT
 BL0392'LEVEL WITH THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 BL0392'IS A DISK ON TOP OF A 5/8 -INCH COPPER COATED STEEL ROD PROJECTING 0.2
 BL0392'FOOT AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.4 FOOT. THE
 BL0392'ROD WAS DRIVEN TO A DEPTH OF 72 FEET.
 BL0392
 BL0392                          STATION RECOVERY (1987)
 BL0392
 BL0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0392'NOT RECOVERED, A 5/8-INCH ROD WITH A DISK SHANK ATTACHED WAS FOUND
 BL0392'PROJECTING FROM THE GROUND AT THE DESCRIBED LOCATION.
 BL0392
 BL0392                          STATION RECOVERY (1996)
 BL0392
 BL0392'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0392'MARK NOT FOUND.
 BL0392
 BL0392                          STATION RECOVERY (2003)
 BL0392
 BL0392'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0392'MARK NOT FOUND.
 BL0392
 BL0392                          STATION RECOVERY (2004)
 BL0392
 BL0392'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1189 ***********************************************************************
 BL1189  DESIGNATION -  K 1203
 BL1189  PID         -  BL1189
 BL1189  STATE/COUNTY-  TX/HARRIS
 BL1189  USGS QUAD   -  SPRING (1982)
 BL1189
 BL1189                         *CURRENT SURVEY CONTROL
 BL1189  ___________________________________________________________________
 BL1189* NAD 83(1986)-  30 03 56.     (N)    095 24 49.     (W)     SCALED    
 BL1189* NAVD 88     -        35.224  (meters)     115.56   (feet)  ADJUSTED  
 BL1189  ___________________________________________________________________
 BL1189  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL1189  DYNAMIC HT  -          35.176 (meters)     115.41  (feet)  COMP
 BL1189  MODELED GRAV-     979,303.3   (mgal)                       NAVD 88
 BL1189
 BL1189  VERT ORDER  -  FIRST     CLASS I
 BL1189
 BL1189.The horizontal coordinates were scaled from a topographic map and have
 BL1189.an estimated accuracy of +/- 6 seconds.
 BL1189
 BL1189.The orthometric height was determined by differential leveling
 BL1189.and adjusted by the National Geodetic Survey in June 1991..
 BL1189
 BL1189.The geoid height was determined by GEOID03.
 BL1189
 BL1189.The dynamic height is computed by dividing the NAVD 88
 BL1189.geopotential number by the normal gravity value computed on the
 BL1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1189.degrees latitude (g = 980.6199 gals.).
 BL1189
 BL1189.The modeled gravity was interpolated from observed gravity values.
 BL1189
 BL1189;                    North         East    Units  Estimated Accuracy
 BL1189;SPC TXSC     - 4,252,700.      945,740.      MT  (+/- 180 meters Scaled)
 BL1189
 BL1189                          SUPERSEDED SURVEY CONTROL
 BL1189
 BL1189  NGVD 29 (12/23/87)   35.224  (m)          115.56   (f) ADJUSTED    1 1
 BL1189
 BL1189.Superseded values are not recommended for survey control.
 BL1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1189.See file dsdata.txt to determine how the superseded data were derived.
 BL1189
 BL1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP673285(NAD 83)
 BL1189_MARKER: DB = BENCH MARK DISK
 BL1189_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL1189+WITH SETTING: INFORMATION.
 BL1189_SP_SET: SHALLOW-SET METAL ROD
 BL1189_STAMPING: K 1203 1973
 BL1189_MARK LOGO: NGS   
 BL1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1189
 BL1189  HISTORY     - Date     Condition        Report By
 BL1189  HISTORY     - 1973     MONUMENTED       NGS
 BL1189  HISTORY     - 1978     GOOD             NGS
 BL1189  HISTORY     - 1978     GOOD             NGS
 BL1189  HISTORY     - 1986     GOOD             NGS
 BL1189  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1189  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1189
 BL1189                          STATION DESCRIPTION
 BL1189
 BL1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1189'0.95 MI S FROM SPRING.
 BL1189'ABOUT 0.95 MILE SOUTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1189'CROSSING OF SPRING SCHOOL ROAD, 50 FEET WEST OF THE WEST RAIL OF THE
 BL1189'MAIN TRACK, 25.8 FEET EAST OF THE CENTER LINE OF HARDY ST., 26 1/2
 BL1189'FEET WEST OF THE WEST RAIL OF A SPUR TRACK, 1.7 FEET NORTH OF A
 BL1189'TELEPHONE POLE, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 6 FEET
 BL1189'BELOW THE LEVEL OF THE RAIL, AND SET ON TOP OF A 4-FOOT LENGTH OF
 BL1189'5/8-INCH COPPER COATED STEEL ROD AND PROTECTED BY A 6-INCH METAL PIPE
 BL1189'WHICH PROJECTS 0.2 FOOT.
 BL1189
 BL1189                          STATION RECOVERY (1978)
 BL1189
 BL1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1189'RECOVERED IN GOOD CONDITION.
 BL1189
 BL1189                          STATION RECOVERY (1978)
 BL1189
 BL1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1189'RECOVERED IN GOOD CONDITION.
 BL1189
 BL1189                          STATION RECOVERY (1986)
 BL1189
 BL1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1189'RECOVERED IN GOOD CONDITION.
 BL1189
 BL1189                          STATION RECOVERY (1995)
 BL1189
 BL1189'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1189'MARK NOT FOUND.
 BL1189
 BL1189                          STATION RECOVERY (2004)
 BL1189
 BL1189'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1321 ***********************************************************************
 AW1321  DESIGNATION -  K 1204
 AW1321  PID         -  AW1321
 AW1321  STATE/COUNTY-  TX/GALVESTON
 AW1321  USGS QUAD   -  TEXAS CITY (1994)
 AW1321
 AW1321                         *CURRENT SURVEY CONTROL
 AW1321  ___________________________________________________________________
 AW1321* NAD 83(1993)-  29 25 59.18708(N)    094 53 38.82205(W)     ADJUSTED  
 AW1321* NAVD 88     -         1.50   (+/-2cm)       4.9    (feet)  VERTCON   
 AW1321  ___________________________________________________________________
 AW1321  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AW1321  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW1321
 AW1321  HORZ ORDER  -  SECOND
 AW1321  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1321
 AW1321.The horizontal coordinates were established by classical geodetic methods
 AW1321.and adjusted by the National Geodetic Survey in February 1996..
 AW1321
 AW1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1321.The vertical order pertains to the NGVD 29 superseded value.
 AW1321
 AW1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1321
 AW1321.The geoid height was determined by GEOID03.
 AW1321
 AW1321;                    North         East     Units Scale Factor Converg.
 AW1321;SPC TXSC     - 4,184,288.934   998,257.851   MT  0.99986471   +2 00 41.5
 AW1321;SPC TXSC     -13,727,954.61  3,275,117.63   sFT  0.99986471   +2 00 41.5
 AW1321;UTM  15      - 3,257,464.483   316,269.995   MT  1.00001654   -0 55 51.8
 AW1321
 AW1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1321!SPC TXSC     -   1.00000398  x   0.99986471  =   0.99986869
 AW1321!UTM  15      -   1.00000398  x   1.00001654  =   1.00002052
 AW1321
 AW1321                          SUPERSEDED SURVEY CONTROL
 AW1321
 AW1321  NAD 83(1986)-  29 25 59.20228(N)    094 53 38.80299(W) AD(       ) 2
 AW1321  NAD 27      -  29 25 58.36559(N)    094 53 38.08627(W) AD(       ) 2
 AW1321  NGVD 29 (??/??/92)    1.499  (m)            4.92   (f) ADJ UNCH    1 2
 AW1321
 AW1321.Superseded values are not recommended for survey control.
 AW1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1321.See file dsdata.txt to determine how the superseded data were derived.
 AW1321
 AW1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1627057464(NAD 83)
 AW1321_MARKER: DB = BENCH MARK DISK
 AW1321_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW1321+WITH SETTING: INTO GROUND
 AW1321_STAMPING: K 1204 1973
 AW1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1321+STABILITY: SURFACE MOTION
 AW1321
 AW1321  HISTORY     - Date     Condition        Report By
 AW1321  HISTORY     - 1973     MONUMENTED       NGS
 AW1321  HISTORY     - 1974     GOOD             NGS
 AW1321  HISTORY     - 1974     GOOD             NGS
 AW1321  HISTORY     - 1978     GOOD             NGS
 AW1321  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1321  HISTORY     - 1987     GOOD             USPSQD
 AW1321  HISTORY     - 1987     GOOD             USPSQD
 AW1321  HISTORY     - 1988     GOOD             USPSQD
 AW1321  HISTORY     - 1988     GOOD             USPSQD
 AW1321  HISTORY     - 1988     GOOD             USPSQD
 AW1321  HISTORY     - 1988     GOOD             USPSQD
 AW1321  HISTORY     - 1988     GOOD             USPSQD
 AW1321  HISTORY     - 1988     GOOD             USPSQD
 AW1321  HISTORY     - 1988     POOR             USPSQD
 AW1321  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AW1321
 AW1321                          STATION DESCRIPTION
 AW1321
 AW1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1321'4.0 MI N FROM TEXAS CITY.
 AW1321'1.35 MILES NORTH ALONG 6TH STREET FROM THE POST OFFICE AT TEXAS CITY,
 AW1321'THENCE 0.55 MILE EAST ALONG 25TH AVENUE NORTH, THENCE 1.2 MILES NORTH
 AW1321'AND EAST ALONG A PAVED ROAD, THENCE 0.9 MILE NORTH ALONG AN ASPHALT
 AW1321'ROAD ON A LEVEE, AT THE CROSSING OF A ROAD, 0.9 MILE NORTH OF BENCH
 AW1321'MARK L 1204, 109.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD ON THE
 AW1321'LEVEE, 35.0 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 363 1/2
 AW1321'FEET NORTH OF A FENCE WHICH IS ON THE SOUTH SIDE OF A BARROW PIT, 71
 AW1321'FEET NORTHWEST OF THE NORTHWEST EDGE OF THE BARROW PIT, 0.6 FOOT
 AW1321'NORTHWEST OF A WITNESS POST, ABOUT 20 FEET LOWER THAN THE LEVEE ROAD,
 AW1321'AND ABOUT 7 FEET LOWER THAN THE CROSS ROAD, A DISK ON THE TOP OF A
 AW1321'5/8-INCH COPPER COATED ROD WHICH IS 4 FEET LONG AND HAS A BASE PLATE
 AW1321'ATTACHED.  THE UPPER PORTION OF THE ROD IS ENCASED IN A 5-INCH IRON
 AW1321'PIPE FLUSH WITH THE GROUND.
 AW1321
 AW1321                          STATION RECOVERY (1974)
 AW1321
 AW1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AW1321'STATION IS LOCATED 3 MILES NORTH-NORTHEAST OF TEXAS CITY, JUST WEST
 AW1321'OF A POINT OF LAND LOCALLY KNOWN AS DOLLAR POINT, ATOP A NEW SEAWALL
 AW1321'AND ON PROPERTY MAINTAINED BY TEXAS CITY, GALVESTON COUNTY AND
 AW1321'U. S. CORP OF ENGINEERS.
 AW1321'
 AW1321'TO REACH THE STATION FROM THE JUNCTION OF 8TH AVENUE NORTH, BAY
 AW1321'STREET AND TEXAS CITY DIKE ROAD, GO EAST ON DIKE ROAD FOR 0.35 MILE
 AW1321'TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD ALONG
 AW1321'THE TOP OF A SEAWALL FOR 2.2 MILES TO A GATE AND THE BEGINNING OF A
 AW1321'TWO WAY ROAD.  CONTINUE NORTH ON A PAVED ROAD FOR 0.85 MILE TO A
 AW1321'CROSSROAD AND THE STATION.
 AW1321'
 AW1321'BENCH MARK, STAMPED K 1204 1973, IS A STANDARD DISK SET IN A 6-INCH
 AW1321'CONCRETE FILLED IRON PIPE THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 AW1321'IS 109 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE PAVED ROAD ATOP
 AW1321'THE SEAWALL AND 34 FEET EAST OF THE CENTER OF A DIRT ROAD.
 AW1321
 AW1321                          STATION RECOVERY (1974)
 AW1321
 AW1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW1321'RECOVERED IN GOOD CONDITION.
 AW1321
 AW1321                          STATION RECOVERY (1978)
 AW1321
 AW1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1321'RECOVERED IN GOOD CONDITION.
 AW1321
 AW1321                          STATION RECOVERY (1986)
 AW1321
 AW1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1321'NOT RECOVERED, NO EVIDENCE OF THE MARK WAS FOUND.
 AW1321
 AW1321                          STATION RECOVERY (1987)
 AW1321
 AW1321'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1321'RECOVERED IN GOOD CONDITION.
 AW1321
 AW1321                          STATION RECOVERY (1987)
 AW1321
 AW1321'RECOVERY NOTE BY US POWER SQUADRON 1987 (MP)
 AW1321'RECOVERED IN GOOD CONDITION.
 AW1321
 AW1321                          STATION RECOVERY (1988)
 AW1321
 AW1321'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1321'RECOVERED IN GOOD CONDITION.
 AW1321
 AW1321                          STATION RECOVERY (1988)
 AW1321
 AW1321'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1321'RECOVERED IN GOOD CONDITION.
 AW1321
 AW1321                          STATION RECOVERY (1988)
 AW1321
 AW1321'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1321'RECOVERED IN GOOD CONDITION.
 AW1321
 AW1321                          STATION RECOVERY (1988)
 AW1321
 AW1321'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1321'RECOVERED IN GOOD CONDITION.
 AW1321
 AW1321                          STATION RECOVERY (1988)
 AW1321
 AW1321'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1321'RECOVERED IN GOOD CONDITION.
 AW1321
 AW1321                          STATION RECOVERY (1988)
 AW1321
 AW1321'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1321'RECOVERED IN GOOD CONDITION.
 AW1321
 AW1321                          STATION RECOVERY (1988)
 AW1321
 AW1321'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1321'MARK RECOVERED IN POOR CONDITION.
 AW1321
 AW1321                          STATION RECOVERY (1994)
 AW1321
 AW1321'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1445 ***********************************************************************
 AW1445  DESIGNATION -  K 1205
 AW1445  PID         -  AW1445
 AW1445  STATE/COUNTY-  TX/CHAMBERS
 AW1445  USGS QUAD   -  SMITH POINT (1993)
 AW1445
 AW1445                         *CURRENT SURVEY CONTROL
 AW1445  ___________________________________________________________________
 AW1445* NAD 83(1986)-  29 31 33.     (N)    094 45 34.     (W)     SCALED    
 AW1445* NAVD 88     -         3.02   (+/-2cm)       9.9    (feet)  VERTCON   
 AW1445  ___________________________________________________________________
 AW1445  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW1445
 AW1445  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1445
 AW1445.The horizontal coordinates were scaled from a topographic map and have
 AW1445.an estimated accuracy of +/- 6 seconds.
 AW1445
 AW1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1445.The vertical order pertains to the NGVD 29 superseded value.
 AW1445
 AW1445.The geoid height was determined by GEOID03.
 AW1445
 AW1445;                    North         East    Units  Estimated Accuracy
 AW1445;SPC TXSC     - 4,195,030.    1,010,940.      MT  (+/- 180 meters Scaled)
 AW1445
 AW1445                          SUPERSEDED SURVEY CONTROL
 AW1445
 AW1445  NGVD 29 (??/??/92)    3.020  (m)            9.91   (f) ADJ UNCH    1 2
 AW1445
 AW1445.Superseded values are not recommended for survey control.
 AW1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1445.See file dsdata.txt to determine how the superseded data were derived.
 AW1445
 AW1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN294675(NAD 83)
 AW1445_MARKER: DB = BENCH MARK DISK
 AW1445_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1445_SP_SET: 64 FEET
 AW1445_STAMPING: K 1205 1973
 AW1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1445
 AW1445  HISTORY     - Date     Condition        Report By
 AW1445  HISTORY     - 1973     MONUMENTED       NGS
 AW1445  HISTORY     - 1978     GOOD             NGS
 AW1445  HISTORY     - 1990     GOOD             USPSQD
 AW1445  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1445  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1445  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 AW1445  HISTORY     - 20050314 MARK NOT FOUND   USPSQD
 AW1445
 AW1445                          STATION DESCRIPTION
 AW1445
 AW1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1445'0.8 MI S FROM SMITH POINT.
 AW1445'ABOUT 0.8 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE VAN TA UN GROCERY
 AW1445'STORE AT SMITH POINT, 390 FEET NORTH OF THE HIGH WATER LINE OF EAST
 AW1445'BAY, 128 FEET NORTH OF POWER POLE NO. 1329 BEARING A STREET LIGHT, 25
 AW1445'FEET EAST OF THE CENTER LINE OF THE ROAD, 33 1/2 FEET SOUTH OF A
 AW1445'CORNER POST, 14 1/2 FEET NORTH OF THE CENTER OF A METAL GATE ACROSS A
 AW1445'PRIVATE DRIVEWAY, 0.6 FOOT WEST OF A FENCE, 0.7 FOOT SOUTH OF A METAL
 AW1445'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD AND IS A DISK ON THE
 AW1445'TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE
 AW1445'GROUND AND ENCASED IN A 6 INCH STEEL PIPE THAT PROJECTS 1 INCH ABOVE
 AW1445'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 AW1445
 AW1445                          STATION RECOVERY (1978)
 AW1445
 AW1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1445'RECOVERED IN GOOD CONDITION.
 AW1445
 AW1445                          STATION RECOVERY (1990)
 AW1445
 AW1445'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW1445'RECOVERED IN GOOD CONDITION.
 AW1445
 AW1445                          STATION RECOVERY (1990)
 AW1445
 AW1445'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCJ)
 AW1445'MARK NOT FOUND.
 AW1445
 AW1445                          STATION RECOVERY (2001)
 AW1445
 AW1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1445'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1445
 AW1445                          STATION RECOVERY (2004)
 AW1445
 AW1445'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1445'MARK NOT FOUND.
 AW1445
 AW1445                          STATION RECOVERY (2005)
 AW1445
 AW1445'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1200 ***********************************************************************
 AW1200  DESIGNATION -  K 1206
 AW1200  PID         -  AW1200
 AW1200  STATE/COUNTY-  TX/BRAZORIA
 AW1200  USGS QUAD   -  SWEENY (1972)
 AW1200
 AW1200                         *CURRENT SURVEY CONTROL
 AW1200  ___________________________________________________________________
 AW1200* NAD 83(1986)-  29 02 17.     (N)    095 41 54.     (W)     SCALED    
 AW1200* NAVD 88     -        10.70   (+/-2cm)      35.1    (feet)  VERTCON   
 AW1200  ___________________________________________________________________
 AW1200  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW1200
 AW1200  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1200
 AW1200.The horizontal coordinates were scaled from a topographic map and have
 AW1200.an estimated accuracy of +/- 6 seconds.
 AW1200
 AW1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1200.The vertical order pertains to the NGVD 29 superseded value.
 AW1200
 AW1200.The geoid height was determined by GEOID03.
 AW1200
 AW1200;                    North         East    Units  Estimated Accuracy
 AW1200;SPC TXSC     - 4,138,050.      921,510.      MT  (+/- 180 meters Scaled)
 AW1200
 AW1200                          SUPERSEDED SURVEY CONTROL
 AW1200
 AW1200  NGVD 29 (??/??/92)   10.725  (m)           35.19   (f) ADJ UNCH    1 1
 AW1200
 AW1200.Superseded values are not recommended for survey control.
 AW1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1200.See file dsdata.txt to determine how the superseded data were derived.
 AW1200
 AW1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN372152(NAD 83)
 AW1200_MARKER: DB = BENCH MARK DISK
 AW1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1200_STAMPING: K 1206 1972
 AW1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1200+STABILITY: SURFACE MOTION
 AW1200
 AW1200  HISTORY     - Date     Condition        Report By
 AW1200  HISTORY     - 1972     MONUMENTED       NGS
 AW1200  HISTORY     - 1973     GOOD             NGS
 AW1200  HISTORY     - 1978     GOOD             NGS
 AW1200  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW1200
 AW1200                          STATION DESCRIPTION
 AW1200
 AW1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1200'IN SWEENY.
 AW1200'AT SWEENY, ALONG THE MISSOURI PACIFIC RAILROAD, 101.3 FEET EAST OF THE
 AW1200'SOUTHEAST CORNER OF THE STATION, 27.0 FEET NORTH OF THE NORTH RAIL OF
 AW1200'THE MAIN TRACK, 28.0 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK
 AW1200'WHICH IS ALONG THE NORTH SIDE OF THE STATION, 140 1/2 FEET SOUTHWEST
 AW1200'OF THE CENTER OF THE JUNCTION OF MAIN STREET AND AVENUE A, 124 1/2
 AW1200'FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD WHICH CROSSES THE
 AW1200'TRACK, 1 FOOT NORTH OF TELEPHONE POLE HL 29 580U7J (FIRST POLE EAST OF
 AW1200'THE STATION), 1.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 AW1200'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 AW1200'GRADUAL REFUSAL AT A DEPTH OF 24 FEET.  THE UPPER PORTION OF THE ROD
 AW1200'IS ENCASED IN A CONCRETE POST FLUSH WITH THE GROUND.
 AW1200
 AW1200                          STATION RECOVERY (1978)
 AW1200
 AW1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1200'RECOVERED IN GOOD CONDITION.
 AW1200
 AW1200                          STATION RECOVERY (1988)
 AW1200
 AW1200'RECOVERY NOTE BY US POWER SQUADRON 1988 (LWM)
 AW1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0052 ***********************************************************************
 AN0052  DESIGNATION -  K 1207
 AN0052  PID         -  AN0052
 AN0052  STATE/COUNTY-  TX/MATAGORDA
 AN0052  USGS QUAD   -  MARKHAM (1995)
 AN0052
 AN0052                         *CURRENT SURVEY CONTROL
 AN0052  ___________________________________________________________________
 AN0052* NAD 83(1986)-  28 53 20.     (N)    096 07 23.     (W)     SCALED    
 AN0052* NAVD 88     -        11.04   (+/-2cm)      36.2    (feet)  VERTCON   
 AN0052  ___________________________________________________________________
 AN0052  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN0052
 AN0052  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0052
 AN0052.The horizontal coordinates were scaled from a topographic map and have
 AN0052.an estimated accuracy of +/- 6 seconds.
 AN0052
 AN0052.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0052.The vertical order pertains to the NGVD 29 superseded value.
 AN0052
 AN0052.The geoid height was determined by GEOID03.
 AN0052
 AN0052;                    North         East    Units  Estimated Accuracy
 AN0052;SPC TXSC     - 4,120,440.      880,570.      MT  (+/- 180 meters Scaled)
 AN0052
 AN0052                          SUPERSEDED SURVEY CONTROL
 AN0052
 AN0052  NGVD 29 (??/??/92)   11.081  (m)           36.35   (f) ADJ UNCH    1 1
 AN0052
 AN0052.Superseded values are not recommended for survey control.
 AN0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0052.See file dsdata.txt to determine how the superseded data were derived.
 AN0052
 AN0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS805990(NAD 83)
 AN0052_MARKER: DB = BENCH MARK DISK
 AN0052_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0052+WITH SETTING: INTO GROUND
 AN0052_STAMPING: K 1207 1972
 AN0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0052+STABILITY: SURFACE MOTION
 AN0052
 AN0052  HISTORY     - Date     Condition        Report By
 AN0052  HISTORY     - 1972     MONUMENTED       NGS
 AN0052  HISTORY     - 1978     GOOD             NGS
 AN0052
 AN0052                          STATION DESCRIPTION
 AN0052
 AN0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0052'6.0 MI E FROM BLESSING.
 AN0052'6.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0052'OF THE SOUTHERN PACIFIC RAILROAD AT BLESSING, 5 RAILS EAST OF A SIGNAL
 AN0052'TRANSFORMER CASE, 42.8 FEET NORTH OF THE NORTH RAIL, 15 FEET EAST OF
 AN0052'THE CENTER LINE OF A PRIVATE ROAD NORTH AND THE CENTER OF A GATE, 3
 AN0052'FEET NORTH OF THE 4TH POLE WEST OF MILEPOLE 271, 3.1 FEET SOUTH OF A
 AN0052'FENCE, 0.9 FOOT WEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 AN0052'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 AN0052'4-FEET LONG WITH A BASE PLATE ATTACHED.  THE UPPER PORTION OF THE ROD
 AN0052'IS ENCASED IN A 4-INCH METAL PIPE PROJECTING 0.4 FOOT ABOVE THE
 AN0052'GROUND.
 AN0052
 AN0052                          STATION RECOVERY (1978)
 AN0052
 AN0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0154 ***********************************************************************
 AW0154  DESIGNATION -  K 1208
 AW0154  PID         -  AW0154
 AW0154  STATE/COUNTY-  TX/BRAZORIA
 AW0154  USGS QUAD   -  PEARLAND (1995)
 AW0154
 AW0154                         *CURRENT SURVEY CONTROL
 AW0154  ___________________________________________________________________
 AW0154* NAD 83(1986)-  29 30 58.     (N)    095 16 07.     (W)     SCALED    
 AW0154* NAVD 88     -        13.15   (+/-2cm)      43.1    (feet)  VERTCON   
 AW0154  ___________________________________________________________________
 AW0154  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW0154
 AW0154  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0154
 AW0154.The horizontal coordinates were scaled from a topographic map and have
 AW0154.an estimated accuracy of +/- 6 seconds.
 AW0154
 AW0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0154.The vertical order pertains to the NGVD 29 superseded value.
 AW0154
 AW0154.The geoid height was determined by GEOID03.
 AW0154
 AW0154;                    North         East    Units  Estimated Accuracy
 AW0154;SPC TXSC     - 4,192,270.      961,650.      MT  (+/- 180 meters Scaled)
 AW0154
 AW0154                          SUPERSEDED SURVEY CONTROL
 AW0154
 AW0154  NGVD 29 (??/??/92)   13.147  (m)           43.13   (f) ADJ UNCH    1 1
 AW0154
 AW0154.Superseded values are not recommended for survey control.
 AW0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0154.See file dsdata.txt to determine how the superseded data were derived.
 AW0154
 AW0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN801673(NAD 83)
 AW0154_MARKER: DB = BENCH MARK DISK
 AW0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0154_SP_SET: ROD
 AW0154_STAMPING: K 1208 1973
 AW0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0154+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 AW0154
 AW0154  HISTORY     - Date     Condition        Report By
 AW0154  HISTORY     - 1973     MONUMENTED       NGS
 AW0154  HISTORY     - 1978     GOOD             NGS
 AW0154  HISTORY     - 1978     GOOD             NGS
 AW0154  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0154  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0154  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0154  HISTORY     - 1989     GOOD             USPSQD
 AW0154  HISTORY     - 1989     GOOD             USPSQD
 AW0154  HISTORY     - 1989     GOOD             USPSQD
 AW0154  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0154  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AW0154  HISTORY     - 20051009 GOOD             USPSQD
 AW0154
 AW0154                          STATION DESCRIPTION
 AW0154
 AW0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0154'3.8 MI S FROM PEARLAND.
 AW0154'3.45 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0154'THE STATION AT PEARLAND, THENCE 0.35 MILE EAST ALONG A FIELD ROAD,
 AW0154'ALSO 3.65 MILE SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE INTERSECTION
 AW0154'OF FARM ROAD 518 AT PEARLAND, THENCE 0.63 MILE WEST ALONG COUNTY ROAD
 AW0154'413, AT THE W.G. MCDEED EXXON BATTERY TANK, 9.6 FEET WEST OF A 8-INCH
 AW0154'GAS LINE, 5.0 FEET EAST OF THE CENTER OF A PEDESTERAN GATE, 44.5 FEET
 AW0154'SOUTH OF THE CENTER LINE OF THE ROAD, 9.5 FEET EAST OF THE CENTER LINE
 AW0154'OF A PRIVATE SHELL ROAD, 0.8 FOOT NORTH OF A FENCE, 0.4 FOOT WEST OF A
 AW0154'WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH
 AW0154'IS 4 FEET LONG AND HAS A BASE PLATE ATTACHED.  THE UPPER PORTION OF
 AW0154'THE ROD IS ENCASED IN A 4-INCH IRON PIPE THAT IS FLUSH WITH THE
 AW0154'GROUND, AND ABOUT LEVEL WITH THE ROAD.
 AW0154
 AW0154                          STATION RECOVERY (1978)
 AW0154
 AW0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0154'RECOVERED IN GOOD CONDITION.
 AW0154
 AW0154                          STATION RECOVERY (1978)
 AW0154
 AW0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0154'RECOVERED IN GOOD CONDITION.
 AW0154
 AW0154                          STATION RECOVERY (1986)
 AW0154
 AW0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0154'MARK NOT FOUND.
 AW0154
 AW0154                          STATION RECOVERY (1987)
 AW0154
 AW0154'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0154'MARK NOT FOUND.
 AW0154
 AW0154                          STATION RECOVERY (1989)
 AW0154
 AW0154'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0154'MARK NOT FOUND.
 AW0154
 AW0154                          STATION RECOVERY (1989)
 AW0154
 AW0154'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0154'RECOVERED IN GOOD CONDITION.
 AW0154
 AW0154                          STATION RECOVERY (1989)
 AW0154
 AW0154'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0154'RECOVERED IN GOOD CONDITION.
 AW0154
 AW0154                          STATION RECOVERY (1989)
 AW0154
 AW0154'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0154'RECOVERED IN GOOD CONDITION.
 AW0154
 AW0154                          STATION RECOVERY (1989)
 AW0154
 AW0154'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW0154'MARK NOT FOUND.
 AW0154
 AW0154                          STATION RECOVERY (2001)
 AW0154
 AW0154'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 AW0154'MARK NOT FOUND.
 AW0154
 AW0154                          STATION RECOVERY (2005)
 AW0154
 AW0154'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0154'FOUND MARK AS DESCRIBED. GRASS IS VEREY HIGH AND MARK IS HARD TO
 AW0154'LOCATE BUT MEASUREMENTS ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0005 ***********************************************************************
 AM0005  DESIGNATION -  K 1209
 AM0005  PID         -  AM0005
 AM0005  STATE/COUNTY-  TX/BRAZORIA
 AM0005  USGS QUAD   -  FREEPORT (1974)
 AM0005
 AM0005                         *CURRENT SURVEY CONTROL
 AM0005  ___________________________________________________________________
 AM0005* NAD 83(1986)-  28 58 03.     (N)    095 21 02.     (W)     SCALED    
 AM0005* NAVD 88     -         1.30   (+/-2cm)       4.3    (feet)  VERTCON   
 AM0005  ___________________________________________________________________
 AM0005  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AM0005
 AM0005  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0005
 AM0005.The horizontal coordinates were scaled from a topographic map and have
 AM0005.an estimated accuracy of +/- 6 seconds.
 AM0005
 AM0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0005.The vertical order pertains to the NGVD 29 superseded value.
 AM0005
 AM0005.The geoid height was determined by GEOID03.
 AM0005
 AM0005;                    North         East    Units  Estimated Accuracy
 AM0005;SPC TXSC     - 4,131,250.      955,610.      MT  (+/- 180 meters Scaled)
 AM0005
 AM0005                          SUPERSEDED SURVEY CONTROL
 AM0005
 AM0005  NGVD 29 (??/??/92)    1.319  (m)            4.33   (f) ADJ UNCH    1 1
 AM0005
 AM0005.Superseded values are not recommended for survey control.
 AM0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0005.See file dsdata.txt to determine how the superseded data were derived.
 AM0005
 AM0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN709066(NAD 83)
 AM0005_MARKER: DB = BENCH MARK DISK
 AM0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0005_SP_SET: TOWER BASE
 AM0005_STAMPING: K 1209 1973
 AM0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0005
 AM0005  HISTORY     - Date     Condition        Report By
 AM0005  HISTORY     - 1973     MONUMENTED       NGS
 AM0005  HISTORY     - 1977     GOOD             NGS
 AM0005  HISTORY     - 1978     GOOD             NGS
 AM0005  HISTORY     - 1988     GOOD             USPSQD
 AM0005  HISTORY     - 1990     GOOD             USPSQD
 AM0005  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0005  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AM0005
 AM0005                          STATION DESCRIPTION
 AM0005
 AM0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0005'0.55 MI NE FROM FREEPORT.
 AM0005'0.55 MILE NORTHEAST ALONG FARM ROAD 523 (VELASCO BOULEVARD) FROM THE
 AM0005'JUNCTION OF SOUTH GULF BOULEVARD AT FREEPORT, 0.1 MILE SOUTHWEST OF
 AM0005'THE JUNCTION OF FARM ROAD 1495, AT THE CROSSING OF A STEEL TOWER POWER
 AM0005'TRANSMISSION LINE, IN THE TOP AND 1.7 FEET WEST OF THE EAST CORNER OF
 AM0005'7 1/2- BY 7 1/2-FOOT CONCRETE BASE OF THE EAST LEG OF THE FIRST TOWER
 AM0005'NORTHWEST OF THE ROAD, 150 FEET SOUTHWEST OF THE CENTER OF THE
 AM0005'CROSSING OF THE MISSOURI PACIFIC RAILROAD, 100 FEET NORTHWEST OF THE
 AM0005'CENTER LINE OF THE ROAD, 3.8 FEET EAST OF THE STEEL LEG OF THE TOWER,
 AM0005'AND ABOUT 3 FEET LOWER THAN THE ROAD.
 AM0005
 AM0005                          STATION RECOVERY (1977)
 AM0005
 AM0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0005'RECOVERED IN GOOD CONDITION.
 AM0005
 AM0005                          STATION RECOVERY (1978)
 AM0005
 AM0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0005'RECOVERED IN GOOD CONDITION.
 AM0005
 AM0005                          STATION RECOVERY (1988)
 AM0005
 AM0005'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AM0005'RECOVERED IN GOOD CONDITION.
 AM0005
 AM0005                          STATION RECOVERY (1990)
 AM0005
 AM0005'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AM0005'RECOVERED IN GOOD CONDITION.
 AM0005
 AM0005                          STATION RECOVERY (1998)
 AM0005
 AM0005'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0005'MARK NOT FOUND.
 AM0005
 AM0005                          STATION RECOVERY (2004)
 AM0005
 AM0005'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1284 ***********************************************************************
 AX1284  DESIGNATION -  K 121
 AX1284  PID         -  AX1284
 AX1284  STATE/COUNTY-  TX/FAYETTE
 AX1284  USGS QUAD   -  FLATONIA (1981)
 AX1284
 AX1284                         *CURRENT SURVEY CONTROL
 AX1284  ___________________________________________________________________
 AX1284* NAD 83(1986)-  29 41 13.     (N)    097 06 18.     (W)     SCALED    
 AX1284* NAVD 88     -       138.75   (+/-2cm)     455.2    (feet)  VERTCON   
 AX1284  ___________________________________________________________________
 AX1284  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AX1284
 AX1284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1284
 AX1284.The horizontal coordinates were scaled from a topographic map and have
 AX1284.an estimated accuracy of +/- 6 seconds.
 AX1284
 AX1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1284.The vertical order pertains to the NGVD 29 superseded value.
 AX1284
 AX1284.The geoid height was determined by GEOID03.
 AX1284
 AX1284;                    North         East    Units  Estimated Accuracy
 AX1284;SPC TXSC     - 4,206,920.      783,380.      MT  (+/- 180 meters Scaled)
 AX1284
 AX1284                          SUPERSEDED SURVEY CONTROL
 AX1284
 AX1284  NGVD 29 (??/??/92)  138.704  (m)          455.06   (f) ADJ UNCH    2 0
 AX1284
 AX1284.Superseded values are not recommended for survey control.
 AX1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1284.See file dsdata.txt to determine how the superseded data were derived.
 AX1284
 AX1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT833855(NAD 83)
 AX1284_MARKER: DB = BENCH MARK DISK
 AX1284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1284_SP_SET: FOUNDATION
 AX1284_STAMPING: K - 121 1933
 AX1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1284+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2002
 AX1284
 AX1284  HISTORY     - Date     Condition        Report By
 AX1284  HISTORY     - 1933     MONUMENTED       CGS
 AX1284  HISTORY     - 1943     GOOD             NGS
 AX1284  HISTORY     - 1987     GOOD             USPSQD
 AX1284  HISTORY     - 1988     GOOD             USPSQD
 AX1284  HISTORY     - 1988     GOOD             USPSQD
 AX1284  HISTORY     - 1989     GOOD             USPSQD
 AX1284  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1284  HISTORY     - 20020523 GOOD             USPSQD
 AX1284
 AX1284                          STATION DESCRIPTION
 AX1284
 AX1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1284'IN FLATONIA.
 AX1284'BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE WEST CORNER OF THE
 AX1284'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF THE CITY WATER TOWER.  IT
 AX1284'IS ONE BLOCK SOUTH OF AND ACROSS THE TEXAS AND NEW ORLEANS RAILROAD
 AX1284'TRACK FROM THE CENTERLINE OF U.S. HIGHWAY NO.90, 69.0 FEET SOUTH OF
 AX1284'THE CENTERLINE OF THE MAIN TRACK OF THE TEXAS AND NEW ORLEANS
 AX1284'RAILROAD, 20.7 FEET EAST OF A STEEL GUARD FENCE AROUND THE CITY WATER
 AX1284'PUMP STATION.  A DISK SET IN A DRILL HOLE.
 AX1284
 AX1284                          STATION RECOVERY (1987)
 AX1284
 AX1284'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1284'RECOVERED IN GOOD CONDITION.
 AX1284
 AX1284                          STATION RECOVERY (1988)
 AX1284
 AX1284'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AX1284'RECOVERED IN GOOD CONDITION.
 AX1284
 AX1284                          STATION RECOVERY (1988)
 AX1284
 AX1284'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1284'RECOVERED IN GOOD CONDITION.
 AX1284
 AX1284                          STATION RECOVERY (1989)
 AX1284
 AX1284'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1284'RECOVERED IN GOOD CONDITION.
 AX1284
 AX1284                          STATION RECOVERY (1997)
 AX1284
 AX1284'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1284'MARK NOT FOUND.
 AX1284
 AX1284                          STATION RECOVERY (2002)
 AX1284
 AX1284'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX1284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1071 ***********************************************************************
 AW1071  DESIGNATION -  K 1210
 AW1071  PID         -  AW1071
 AW1071  STATE/COUNTY-  TX/GALVESTON
 AW1071  USGS QUAD   -  DICKINSON (1997)
 AW1071
 AW1071                         *CURRENT SURVEY CONTROL
 AW1071  ___________________________________________________________________
 AW1071* NAD 83(1986)-  29 27 55.     (N)    095 02 59.     (W)     SCALED    
 AW1071* NAVD 88     -         4.032  (meters)      13.23   (feet)  ADJUSTED  
 AW1071  ___________________________________________________________________
 AW1071  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1071  DYNAMIC HT  -           4.027 (meters)      13.21  (feet)  COMP
 AW1071  MODELED GRAV-     979,270.8   (mgal)                       NAVD 88
 AW1071  OBS GRAVITY -     979,271.3   (mgal)                       GRAV_OBS
 AW1071
 AW1071  VERT ORDER  -  FIRST     CLASS II
 AW1071
 AW1071.The horizontal coordinates were scaled from a topographic map and have
 AW1071.an estimated accuracy of +/- 6 seconds.
 AW1071
 AW1071.The orthometric height was determined by differential leveling
 AW1071.and adjusted by the National Geodetic Survey in March 1997..
 AW1071
 AW1071.The geoid height was determined by GEOID03.
 AW1071
 AW1071.The dynamic height is computed by dividing the NAVD 88
 AW1071.geopotential number by the normal gravity value computed on the
 AW1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1071.degrees latitude (g = 980.6199 gals.).
 AW1071
 AW1071.The modeled gravity was interpolated from observed gravity values.
 AW1071.The observed gravity was obtained from relative gravimeter ties
 AW1071.to the IGSN71 gravity network.
 AW1071
 AW1071;                    North         East    Units  Estimated Accuracy
 AW1071;SPC TXSC     - 4,187,330.      983,050.      MT  (+/- 180 meters Scaled)
 AW1071
 AW1071                          SUPERSEDED SURVEY CONTROL
 AW1071
 AW1071  NAVD 88 (06/15/91)    4.067  (m)           13.34   (f) UNKNOWN     1 1
 AW1071  NGVD 29 (12/23/87)    4.064  (m)           13.33   (f) ADJUSTED    1 1
 AW1071
 AW1071.Superseded values are not recommended for survey control.
 AW1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1071.See file dsdata.txt to determine how the superseded data were derived.
 AW1071
 AW1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN012612(NAD 83)
 AW1071_MARKER: DV = VERTICAL CONTROL DISK
 AW1071_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1071_SP_SET: COPPER-CLAD STEEL ROD
 AW1071_STAMPING: K 1210 1973
 AW1071_MARK LOGO: NGS   
 AW1071_PROJECTION: FLUSH
 AW1071_MAGNETIC: I = MARKER IS A STEEL ROD
 AW1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1071+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW1071_ROD/PIPE-DEPTH: 7.3  meters
 AW1071
 AW1071  HISTORY     - Date     Condition        Report By
 AW1071  HISTORY     - 1973     MONUMENTED       NGS
 AW1071  HISTORY     - 1976     GOOD             NGS
 AW1071  HISTORY     - 1976     GOOD             NGS
 AW1071  HISTORY     - 1978     GOOD             NGS
 AW1071  HISTORY     - 1987     GOOD             NGS
 AW1071  HISTORY     - 1989     GOOD             USPSQD
 AW1071  HISTORY     - 1989     GOOD             USPSQD
 AW1071  HISTORY     - 1989     GOOD             USPSQD
 AW1071  HISTORY     - 1989     GOOD             USPSQD
 AW1071  HISTORY     - 1989     GOOD             USPSQD
 AW1071  HISTORY     - 1989     GOOD             USPSQD
 AW1071  HISTORY     - 1989     GOOD             USPSQD
 AW1071  HISTORY     - 1989     GOOD             USPSQD
 AW1071  HISTORY     - 19950527 GOOD             USPSQD
 AW1071  HISTORY     - 19961203 GOOD             NGS
 AW1071  HISTORY     - 20030531 GOOD             USPSQD
 AW1071  HISTORY     - 20040628 GOOD             USPSQD
 AW1071  HISTORY     - 20050629 GOOD             USPSQD
 AW1071
 AW1071                          STATION DESCRIPTION
 AW1071
 AW1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1071'IN DICKINSON.
 AW1071'AT DICKINSON, 0.3 MILE NORTHWEST OF THE CROSSING OF FARM ROAD 517 AND
 AW1071'THE GALVESTON-HOUSTON AND HENDERSON RAILROAD, AT THE NORTH CORNER OF A
 AW1071'LARGE ASPHALT PARKING LOT AT DICKINSON HIGH SCHOOL, 115.1 FEET
 AW1071'SOUTHWEST AND ACROSS HILL AVENUE FROM THE SOUTHWEST RAIL, 41 FEET
 AW1071'SOUTHWEST OF THE CENTER LINE OF HILL AVENUE, 8.9 FEET SOUTH-SOUTHEAST
 AW1071'OF THE EAST CORNER OF A CYCLONE FENCE AROUND THE ATHLETIC FIELD, 3.0
 AW1071'FEET NORTHWEST OF THE NORTHWEST CURB OF PARKING LOT, 1 1/2 FEET
 AW1071'NORTHEAST OF T JUNCTION POWER POLE WITH A STREET LIGHT AND GUY WIRE,
 AW1071'1.0 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF SIDEWALK, 112.8 FEET WEST
 AW1071'AND ACROSS THE AVENUE FROM BM X8, ABOUT 0.5 FOOT LOWER THAN THE
 AW1071'AVENUE, AND 2.5 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A
 AW1071'5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 24
 AW1071'FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST THAT
 AW1071'IS LEVEL WITH THE GROUND.
 AW1071
 AW1071                          STATION RECOVERY (1976)
 AW1071
 AW1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (1976)
 AW1071
 AW1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (1978)
 AW1071
 AW1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (1987)
 AW1071
 AW1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (1989)
 AW1071
 AW1071'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (1989)
 AW1071
 AW1071'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (1989)
 AW1071
 AW1071'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (1989)
 AW1071
 AW1071'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (1989)
 AW1071
 AW1071'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (1989)
 AW1071
 AW1071'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (1989)
 AW1071
 AW1071'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (1989)
 AW1071
 AW1071'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (1995)
 AW1071
 AW1071'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (1996)
 AW1071
 AW1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1071'IN DICKINSON, AT THE INTERSECTION OF HILL AVENUE AND OAK PARK STREET,
 AW1071'AT THE NORTH CORNER OF THE DICKINSON HIGH SCHOOL PARKING LOT, 11.7 M
 AW1071'(38.4 FT) SOUTHWEST OF THE AVENUE CENTER, 5.5 M (18.0 FT) NORTHWEST OF
 AW1071'THE STREET CENTER, 2.7 M (8.9 FT) SOUTHEAST OF THE EAST CORNER OF A
 AW1071'CHAIN-LINK FENCE ENCLOSING A FOOTBALL FIELD, 0.3 M (1.0 FT) NORTHEAST
 AW1071'OF A UTILITY POLE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE.
 AW1071'NOTE--THE DISK IS ENCLOSED IN A 4-INCH PVC PIPE AND IS FLUSH WITH THE
 AW1071'GROUND SURFACE.
 AW1071
 AW1071                          STATION RECOVERY (2003)
 AW1071
 AW1071'RECOVERY NOTE BY US POWER SQUADRON 2003 (KA)
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (2004)
 AW1071
 AW1071'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1071'RECOVERED IN GOOD CONDITION.
 AW1071
 AW1071                          STATION RECOVERY (2005)
 AW1071
 AW1071'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1071'G.P. IS GOOD AND DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2271 ***********************************************************************
 AW2271  DESIGNATION -  K 1211
 AW2271  PID         -  AW2271
 AW2271  STATE/COUNTY-  TX/HARRIS
 AW2271  USGS QUAD   -  ALIEF (1995)
 AW2271
 AW2271                         *CURRENT SURVEY CONTROL
 AW2271  ___________________________________________________________________
 AW2271* NAD 83(1986)-  29 44 15.     (N)    095 31 16.     (W)     SCALED    
 AW2271* NAVD 88     -        20.78   (+/-2cm)      68.2    (feet)  VERTCON   
 AW2271  ___________________________________________________________________
 AW2271  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW2271
 AW2271  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2271
 AW2271.The horizontal coordinates were scaled from a topographic map and have
 AW2271.an estimated accuracy of +/- 6 seconds.
 AW2271
 AW2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2271.The vertical order pertains to the NGVD 29 superseded value.
 AW2271
 AW2271.The geoid height was determined by GEOID03.
 AW2271
 AW2271;                    North         East    Units  Estimated Accuracy
 AW2271;SPC TXSC     - 4,216,040.      936,460.      MT  (+/- 180 meters Scaled)
 AW2271
 AW2271                          SUPERSEDED SURVEY CONTROL
 AW2271
 AW2271  NGVD 29 (??/??/??)   20.778  (m)           68.17   (f) ADJUSTED    1 2
 AW2271
 AW2271.Superseded values are not recommended for survey control.
 AW2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2271.See file dsdata.txt to determine how the superseded data were derived.
 AW2271
 AW2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN561923(NAD 83)
 AW2271_MARKER: DB = BENCH MARK DISK
 AW2271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2271_SP_SET: CATCH BASIN
 AW2271_STAMPING: K 1211 1973
 AW2271_MARK LOGO: NGS   
 AW2271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2271
 AW2271  HISTORY     - Date     Condition        Report By
 AW2271  HISTORY     - 1973     MONUMENTED       NGS
 AW2271  HISTORY     - 1978     GOOD             NGS
 AW2271  HISTORY     - 1983     GOOD             NGS
 AW2271  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2271  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2271  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW2271
 AW2271                          STATION DESCRIPTION
 AW2271
 AW2271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2271'5.4 MI NW FROM BELLAIRE.
 AW2271'2.25 MILES NORTH ALONG RICE AVENUE FROM THE JUNCTION OF BELLAIRE
 AW2271'BOULEVARD AT BELLAIRE, THENCE 0.35 MILE WEST ALONG WEST ALABAMA
 AW2271'STREET, THENCE 2.8 MILES WEST ALONG WESTHEIMER ROAD, AT THE NORTHEAST
 AW2271'CORNER OF THE JUNCTION OF FONDREN ROAD, IN THE TOP AND 0.5 FOOT
 AW2271'SOUTHEAST OF THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN ALONG THE
 AW2271'NORTH CURB OF WESTHEIMER ROAD, 3.0 FEET NORTH OF THE NORTH CURB OF
 AW2271'WESTHEIMER ROAD, 23 FEET WEST OF THE WEST CURB OF FONDREN ROAD, AND
 AW2271'ABOUT 1/2 FOOT HIGHER THAN THE ROADS.
 AW2271
 AW2271                          STATION RECOVERY (1978)
 AW2271
 AW2271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2271'RECOVERED IN GOOD CONDITION.
 AW2271
 AW2271                          STATION RECOVERY (1983)
 AW2271
 AW2271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2271'RECOVERED IN GOOD CONDITION.
 AW2271
 AW2271                          STATION RECOVERY (1986)
 AW2271
 AW2271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2271'NOT RECOVERED.
 AW2271
 AW2271                          STATION RECOVERY (1988)
 AW2271
 AW2271'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW2271'MARK NOT FOUND.
 AW2271
 AW2271                          STATION RECOVERY (1993)
 AW2271
 AW2271'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4698 ***********************************************************************
 AW4698  DESIGNATION -  K 1212
 AW4698  PID         -  AW4698
 AW4698  STATE/COUNTY-  TX/FORT BEND
 AW4698  USGS QUAD   -  RICHMOND (1980)
 AW4698
 AW4698                         *CURRENT SURVEY CONTROL
 AW4698  ___________________________________________________________________
 AW4698* NAD 83(1986)-  29 36 00.     (N)    095 48 33.     (W)     SCALED    
 AW4698* NAVD 88     -        28.317  (meters)      92.90   (feet)  ADJUSTED  
 AW4698  ___________________________________________________________________
 AW4698  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW4698  DYNAMIC HT  -          28.278 (meters)      92.78  (feet)  COMP
 AW4698  MODELED GRAV-     979,266.8   (mgal)                       NAVD 88
 AW4698
 AW4698  VERT ORDER  -  FIRST     CLASS II
 AW4698
 AW4698.The horizontal coordinates were scaled from a topographic map and have
 AW4698.an estimated accuracy of +/- 6 seconds.
 AW4698
 AW4698.The orthometric height was determined by differential leveling
 AW4698.and adjusted by the National Geodetic Survey in June 1991..
 AW4698
 AW4698.The geoid height was determined by GEOID03.
 AW4698
 AW4698.The dynamic height is computed by dividing the NAVD 88
 AW4698.geopotential number by the normal gravity value computed on the
 AW4698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4698.degrees latitude (g = 980.6199 gals.).
 AW4698
 AW4698.The modeled gravity was interpolated from observed gravity values.
 AW4698
 AW4698;                    North         East    Units  Estimated Accuracy
 AW4698;SPC TXSC     - 4,200,010.      909,020.      MT  (+/- 180 meters Scaled)
 AW4698
 AW4698                          SUPERSEDED SURVEY CONTROL
 AW4698
 AW4698  NGVD 29 (12/23/87)   28.312  (m)           92.89   (f) ADJUSTED    1 2
 AW4698
 AW4698.Superseded values are not recommended for survey control.
 AW4698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4698.See file dsdata.txt to determine how the superseded data were derived.
 AW4698
 AW4698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN279777(NAD 83)
 AW4698_MARKER: DB = BENCH MARK DISK
 AW4698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4698_SP_SET: CATTLE GUARD FOUNDATION
 AW4698_STAMPING: K 1212 1973
 AW4698_MARK LOGO: NGS   
 AW4698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4698
 AW4698  HISTORY     - Date     Condition        Report By
 AW4698  HISTORY     - 1973     MONUMENTED       NGS
 AW4698  HISTORY     - 1986     GOOD             NGS
 AW4698  HISTORY     - 1988     POOR             USPSQD
 AW4698  HISTORY     - 1990     GOOD             USPSQD
 AW4698  HISTORY     - 19931204 GOOD             USPSQD
 AW4698  HISTORY     - 19991120 GOOD             USPSQD
 AW4698
 AW4698                          STATION DESCRIPTION
 AW4698
 AW4698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4698'3.0 MI N FROM ROSENBERG.
 AW4698'0.25 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4698'THE STATION AT ROSENBERG, THENCE 2.75 MILES NORTH ALONG FARM ROAD 723,
 AW4698'AT THE JUNCTION OF A FIELD ROAD EAST ACROSS A CATTLEGUARD, IN THE TOP
 AW4698'OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF A STEEL RAIL
 AW4698'CATTLEGUARD, 57 FEET EAST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTH
 AW4698'OF THE CENTER LINE OF THE FIELD ROAD, 94 FEET SOUTH OF T JUNCTION
 AW4698'POWER POLE 2518, 2.9 FEET WEST OF A FENCE, AND ABOUT LEVEL WITH THE
 AW4698'ROAD.
 AW4698
 AW4698                          STATION RECOVERY (1986)
 AW4698
 AW4698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4698'RECOVERED IN GOOD CONDITION.
 AW4698
 AW4698                          STATION RECOVERY (1988)
 AW4698
 AW4698'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4698'MARK RECOVERED IN POOR CONDITION.
 AW4698
 AW4698                          STATION RECOVERY (1990)
 AW4698
 AW4698'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4698'RECOVERED IN GOOD CONDITION.
 AW4698
 AW4698                          STATION RECOVERY (1993)
 AW4698
 AW4698'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4698'RECOVERED IN GOOD CONDITION.
 AW4698
 AW4698                          STATION RECOVERY (1999)
 AW4698
 AW4698'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0186 ***********************************************************************
 AW0186  DESIGNATION -  K 1213
 AW0186  PID         -  AW0186
 AW0186  STATE/COUNTY-  TX/HARRIS
 AW0186  USGS QUAD   -  PARK PLACE (1995)
 AW0186
 AW0186                         *CURRENT SURVEY CONTROL
 AW0186  ___________________________________________________________________
 AW0186* NAD 83(1986)-  29 39 20.     (N)    095 18 55.     (W)     SCALED    
 AW0186* NAVD 88     -        11.685  (meters)      38.34   (feet)  ADJUSTED  
 AW0186  ___________________________________________________________________
 AW0186  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW0186  DYNAMIC HT  -          11.669 (meters)      38.28  (feet)  COMP
 AW0186  MODELED GRAV-     979,277.0   (mgal)                       NAVD 88
 AW0186
 AW0186  VERT ORDER  -  FIRST     CLASS I
 AW0186
 AW0186.The horizontal coordinates were scaled from a topographic map and have
 AW0186.an estimated accuracy of +/- 6 seconds.
 AW0186
 AW0186.The orthometric height was determined by differential leveling
 AW0186.and adjusted by the National Geodetic Survey in June 1991..
 AW0186
 AW0186.The geoid height was determined by GEOID03.
 AW0186
 AW0186.The dynamic height is computed by dividing the NAVD 88
 AW0186.geopotential number by the normal gravity value computed on the
 AW0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0186.degrees latitude (g = 980.6199 gals.).
 AW0186
 AW0186.The modeled gravity was interpolated from observed gravity values.
 AW0186
 AW0186;                    North         East    Units  Estimated Accuracy
 AW0186;SPC TXSC     - 4,207,570.      956,640.      MT  (+/- 180 meters Scaled)
 AW0186
 AW0186                          SUPERSEDED SURVEY CONTROL
 AW0186
 AW0186  NGVD 29 (12/23/87)   11.681  (m)           38.32   (f) ADJUSTED    1 1
 AW0186
 AW0186.Superseded values are not recommended for survey control.
 AW0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0186.See file dsdata.txt to determine how the superseded data were derived.
 AW0186
 AW0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN758828(NAD 83)
 AW0186_MARKER: DB = BENCH MARK DISK
 AW0186_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0186_SP_SET: WINGWALL
 AW0186_STAMPING: K 1213 1973
 AW0186_MARK LOGO: NGS   
 AW0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0186+STABILITY: SURFACE MOTION
 AW0186
 AW0186  HISTORY     - Date     Condition        Report By
 AW0186  HISTORY     - 1973     MONUMENTED       NGS
 AW0186  HISTORY     - 1978     GOOD             NGS
 AW0186  HISTORY     - 1978     GOOD             NGS
 AW0186  HISTORY     - 1986     GOOD             NGS
 AW0186  HISTORY     - 1987     GOOD             USPSQD
 AW0186  HISTORY     - 1987     GOOD             USPSQD
 AW0186  HISTORY     - 1987     GOOD             USPSQD
 AW0186  HISTORY     - 1987     GOOD             USPSQD
 AW0186  HISTORY     - 1988     GOOD             USPSQD
 AW0186  HISTORY     - 1988     GOOD             USPSQD
 AW0186  HISTORY     - 1988     GOOD             USPSQD
 AW0186  HISTORY     - 1989     GOOD             USPSQD
 AW0186  HISTORY     - 1989     GOOD             USPSQD
 AW0186  HISTORY     - 1989     GOOD             USPSQD
 AW0186  HISTORY     - 1989     GOOD             USPSQD
 AW0186  HISTORY     - 1989     GOOD             USPSQD
 AW0186  HISTORY     - 1989     GOOD             USPSQD
 AW0186  HISTORY     - 1989     GOOD             USPSQD
 AW0186  HISTORY     - 1990     GOOD             USPSQD
 AW0186  HISTORY     - 19950624 GOOD             USPSQD
 AW0186  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 AW0186  HISTORY     - 20050217 MARK NOT FOUND   USPSQD
 AW0186
 AW0186                          STATION DESCRIPTION
 AW0186
 AW0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0186'2.65 MI S FROM HOUSTON.
 AW0186'2.65 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 AW0186'INTERSTATE HIGHWAY 610 SOUTH LOOP OVERPASS AT HOUSTON, ALSO 2.4 MILES
 AW0186'NORTH ALONG THE RAILROAD FROM MYKAWA, SET IN THE TOP AND 1 FOOT EAST
 AW0186'OF THE WEST END OF THE NORTHEAST WINGWALL OF THE NORTH ABUTMENT FOR
 AW0186'THE ROAD BRIDGE OVER SIMS BAYOU, 11.5 FEET EAST OF THE CENTER LINE OF
 AW0186'MYKAWA ROAD, 74.6 FEET WEST OF THE WEST RAIL, 6-INCHES HIGHER THAN THE
 AW0186'ROAD, AND ABOUT 4 FEET LOWER THAN THE RAILROAD.
 AW0186
 AW0186                          STATION RECOVERY (1978)
 AW0186
 AW0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1978)
 AW0186
 AW0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1986)
 AW0186
 AW0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1987)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1987)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1987)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1987)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1988)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1988)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1988)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1989)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (OCR)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1989)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1989)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1989)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1989)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1989)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1989)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1990)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (1995)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0186'RECOVERED IN GOOD CONDITION.
 AW0186
 AW0186                          STATION RECOVERY (2003)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0186'CONSTRUCTION ON THE 4 LANE EXPRESSWAY HAS REMOVED ALL BENCHMARKS IN
 AW0186'THE AREA.
 AW0186
 AW0186                          STATION RECOVERY (2005)
 AW0186
 AW0186'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2369 ***********************************************************************
 AW2369  DESIGNATION -  K 1214
 AW2369  PID         -  AW2369
 AW2369  STATE/COUNTY-  TX/FORT BEND
 AW2369  USGS QUAD   -  MISSOURI CITY (1995)
 AW2369
 AW2369                         *CURRENT SURVEY CONTROL
 AW2369  ___________________________________________________________________
 AW2369* NAD 83(1986)-  29 34 16.     (N)    095 34 08.     (W)     SCALED    
 AW2369* NAVD 88     -        20.35   (+/-2cm)      66.8    (feet)  VERTCON   
 AW2369  ___________________________________________________________________
 AW2369  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2369  OBS GRAVITY -     979,271.7   (mgal)                       GRAV_OBS
 AW2369
 AW2369  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2369
 AW2369.The horizontal coordinates were scaled from a topographic map and have
 AW2369.an estimated accuracy of +/- 6 seconds.
 AW2369
 AW2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2369.The vertical order pertains to the NGVD 29 superseded value.
 AW2369
 AW2369.The geoid height was determined by GEOID03.
 AW2369.The observed gravity was obtained from relative gravimeter ties
 AW2369.to the IGSN71 gravity network.
 AW2369
 AW2369;                    North         East    Units  Estimated Accuracy
 AW2369;SPC TXSC     - 4,197,470.      932,380.      MT  (+/- 180 meters Scaled)
 AW2369
 AW2369                          SUPERSEDED SURVEY CONTROL
 AW2369
 AW2369  NGVD 29 (??/??/92)   20.345  (m)           66.75   (f) ADJ UNCH    1 2
 AW2369
 AW2369.Superseded values are not recommended for survey control.
 AW2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2369.See file dsdata.txt to determine how the superseded data were derived.
 AW2369
 AW2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN511740(NAD 83)
 AW2369_MARKER: DB = BENCH MARK DISK
 AW2369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2369_SP_SET: CULVERT
 AW2369_STAMPING: K 1214 1973
 AW2369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2369
 AW2369  HISTORY     - Date     Condition        Report By
 AW2369  HISTORY     - 1973     MONUMENTED       NGS
 AW2369  HISTORY     - 1978     GOOD             NGS
 AW2369  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2369  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2369  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW2369  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2369  HISTORY     - 20040626 MARK NOT FOUND   USPSQD
 AW2369
 AW2369                          STATION DESCRIPTION
 AW2369
 AW2369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2369'5.7 MI SE FROM SUGAR LAND.
 AW2369'1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION OF U.S.
 AW2369'HIGHWAY 59 AT SUGAR LAND, THENCE 4.55 MILES SOUTHEAST ALONG STATE
 AW2369'HIGHWAY 6, 0.1 MILE NORTHWEST OF MISSOURI CITY CORPORATE BOUNDARY
 AW2369'SIGN, IN THE TOP AND 2.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AW2369'NORTHEAST CONCRETE HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 28 1/2
 AW2369'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 AW2369'THE HIGHWAY.
 AW2369
 AW2369                          STATION RECOVERY (1978)
 AW2369
 AW2369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2369'RECOVERED.  NOTE=SHOULD READ FROM THE JUNCTION OF U.S. HIGHWAY 90
 AW2369'ALTERNATE INSTEAD OF U.S. HIGHWAY 59.
 AW2369
 AW2369                          STATION RECOVERY (1986)
 AW2369
 AW2369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2369'NOT RECOVERED.  THE DESCRIBED CULVERT COULD NOT BE FOUND.
 AW2369
 AW2369                          STATION RECOVERY (1987)
 AW2369
 AW2369'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2369'MARK NOT FOUND.
 AW2369
 AW2369                          STATION RECOVERY (1989)
 AW2369
 AW2369'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2369'MARK NOT FOUND.
 AW2369
 AW2369                          STATION RECOVERY (1993)
 AW2369
 AW2369'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2369'MARK NOT FOUND.
 AW2369
 AW2369                          STATION RECOVERY (2004)
 AW2369
 AW2369'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2369'ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0268 ***********************************************************************
 AW0268  DESIGNATION -  K 1215
 AW0268  PID         -  AW0268
 AW0268  STATE/COUNTY-  TX/HARRIS
 AW0268  USGS QUAD   -  ADDICKS (1995)
 AW0268
 AW0268                         *CURRENT SURVEY CONTROL
 AW0268  ___________________________________________________________________
 AW0268* NAD 83(1986)-  29 47 09.     (N)    095 41 25.     (W)     SCALED    
 AW0268* NAVD 88     -        32.289  (meters)     105.93   (feet)  ADJUSTED  
 AW0268  ___________________________________________________________________
 AW0268  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AW0268  DYNAMIC HT  -          32.244 (meters)     105.79  (feet)  COMP
 AW0268  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 AW0268  OBS GRAVITY -     979,279.3   (mgal)                       GRAV_OBS
 AW0268
 AW0268  VERT ORDER  -  FIRST     CLASS I
 AW0268
 AW0268.The horizontal coordinates were scaled from a topographic map and have
 AW0268.an estimated accuracy of +/- 6 seconds.
 AW0268
 AW0268.The orthometric height was determined by differential leveling
 AW0268.and adjusted by the National Geodetic Survey in June 1991..
 AW0268
 AW0268.The geoid height was determined by GEOID03.
 AW0268
 AW0268.The dynamic height is computed by dividing the NAVD 88
 AW0268.geopotential number by the normal gravity value computed on the
 AW0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0268.degrees latitude (g = 980.6199 gals.).
 AW0268
 AW0268.The modeled gravity was interpolated from observed gravity values.
 AW0268.The observed gravity was obtained from relative gravimeter ties
 AW0268.to the IGSN71 gravity network.
 AW0268
 AW0268;                    North         East    Units  Estimated Accuracy
 AW0268;SPC TXSC     - 4,220,920.      919,950.      MT  (+/- 180 meters Scaled)
 AW0268
 AW0268                          SUPERSEDED SURVEY CONTROL
 AW0268
 AW0268  NGVD 29 (12/23/87)   32.280  (m)          105.91   (f) ADJUSTED    1 1
 AW0268
 AW0268.Superseded values are not recommended for survey control.
 AW0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0268.See file dsdata.txt to determine how the superseded data were derived.
 AW0268
 AW0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN399980(NAD 83)
 AW0268_MARKER: DB = BENCH MARK DISK
 AW0268_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0268_SP_SET: COPPER-CLAD STEEL ROD
 AW0268_STAMPING: K 1215 1973
 AW0268_MARK LOGO: NGS   
 AW0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0268+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW0268
 AW0268  HISTORY     - Date     Condition        Report By
 AW0268  HISTORY     - 1973     MONUMENTED       NGS
 AW0268  HISTORY     - 1976     GOOD             NGS
 AW0268  HISTORY     - 1976     GOOD             NGS
 AW0268  HISTORY     - 1978     GOOD             NGS
 AW0268  HISTORY     - 1986     GOOD             NGS
 AW0268  HISTORY     - 19950905 GOOD             USPSQD
 AW0268  HISTORY     - 20040413 GOOD             USPSQD
 AW0268  HISTORY     - 20040715 MARK NOT FOUND   JCLS
 AW0268
 AW0268                          STATION DESCRIPTION
 AW0268
 AW0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0268'2.7 MI W FROM ADDICKS.
 AW0268'ABOUT 2.7 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0268'RAILROAD OVERPASS OVER STATE HWY. 6, ABOUT 0.15 MILE WEST OF
 AW0268'BARKER-CYPRESS ROAD OVERPASS, 31.3 FEET SOUTH OF THE SOUTH RAIL, 68
 AW0268'FEET NORTH OF THE CENTER LINE OF AN ACCESS ROAD, 18.2 FEET NORTHWEST
 AW0268'OF AN UNDERGROUND CABLE POST NO. 24, 1.3 FEET EAST OF A METAL WITNESS
 AW0268'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND IS A DISK ON TOP
 AW0268'OF A 5/8-INCH COPPER COATED STEEL ROD AND PROTECTED BY A 6-INCH STEEL
 AW0268'PIPE FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 AW0268
 AW0268                          STATION RECOVERY (1976)
 AW0268
 AW0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0268'RECOVERED IN GOOD CONDITION.
 AW0268
 AW0268                          STATION RECOVERY (1976)
 AW0268
 AW0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0268'RECOVERED IN GOOD CONDITION.
 AW0268
 AW0268                          STATION RECOVERY (1978)
 AW0268
 AW0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0268'RECOVERED IN GOOD CONDITION.
 AW0268
 AW0268                          STATION RECOVERY (1986)
 AW0268
 AW0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0268'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--52.0 M
 AW0268'(170.6 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE BASE OF A
 AW0268'STEEL LIGHT POLE.
 AW0268
 AW0268                          STATION RECOVERY (1995)
 AW0268
 AW0268'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0268'RECOVERED IN GOOD CONDITION.
 AW0268
 AW0268                          STATION RECOVERY (2004)
 AW0268
 AW0268'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0268'RECOVERED IN GOOD CONDITION.
 AW0268
 AW0268                          STATION RECOVERY (2004)
 AW0268
 AW0268'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (RMJ)
 AW0268'A SEARCH WAS MADE OF THE AREA USING THE PUBLISHED SCALED POSITION AND
 AW0268'MARK WAS NOT FOUND.  NO EVIDENCE OF A RAILROAD BED OR TRACKS EXIST DUE
 AW0268'TO THE AREA BEING RECONSTRUCTED FOR HIGHWAY RENOVATIONS. NEW SIDEWALK
 AW0268'AND FRONTAGE ROAD IS EVIDENT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1587 ***********************************************************************
 BL1587  DESIGNATION -  K 1216
 BL1587  PID         -  BL1587
 BL1587  STATE/COUNTY-  TX/HARRIS
 BL1587  USGS QUAD   -  HOCKLEY (1980)
 BL1587
 BL1587                         *CURRENT SURVEY CONTROL
 BL1587  ___________________________________________________________________
 BL1587* NAD 83(1986)-  30 04 14.     (N)    095 46 29.     (W)     SCALED    
 BL1587* NAVD 88     -        69.275  (meters)     227.28   (feet)  ADJUSTED  
 BL1587  ___________________________________________________________________
 BL1587  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL1587  DYNAMIC HT  -          69.181 (meters)     226.97  (feet)  COMP
 BL1587  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 BL1587
 BL1587  VERT ORDER  -  FIRST     CLASS II
 BL1587
 BL1587.The horizontal coordinates were scaled from a topographic map and have
 BL1587.an estimated accuracy of +/- 6 seconds.
 BL1587
 BL1587.The orthometric height was determined by differential leveling
 BL1587.and adjusted by the National Geodetic Survey in June 1991..
 BL1587
 BL1587.The geoid height was determined by GEOID03.
 BL1587
 BL1587.The dynamic height is computed by dividing the NAVD 88
 BL1587.geopotential number by the normal gravity value computed on the
 BL1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1587.degrees latitude (g = 980.6199 gals.).
 BL1587
 BL1587.The modeled gravity was interpolated from observed gravity values.
 BL1587
 BL1587;                    North         East    Units  Estimated Accuracy
 BL1587;SPC TXSC     - 4,252,240.      910,920.      MT  (+/- 180 meters Scaled)
 BL1587
 BL1587                          SUPERSEDED SURVEY CONTROL
 BL1587
 BL1587  NGVD 29 (12/23/87)   69.268  (m)          227.26   (f) ADJUSTED    1 2
 BL1587
 BL1587.Superseded values are not recommended for survey control.
 BL1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1587.See file dsdata.txt to determine how the superseded data were derived.
 BL1587
 BL1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP325298(NAD 83)
 BL1587_MARKER: DB = BENCH MARK DISK
 BL1587_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL1587+WITH SETTING: INFORMATION.
 BL1587_SP_SET: SHALLOW-SET METAL ROD
 BL1587_STAMPING: K 1216 1973
 BL1587_MARK LOGO: NGS   
 BL1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1587
 BL1587  HISTORY     - Date     Condition        Report By
 BL1587  HISTORY     - 1973     MONUMENTED       NGS
 BL1587  HISTORY     - 1978     GOOD             NGS
 BL1587  HISTORY     - 1986     GOOD             NGS
 BL1587  HISTORY     - 19940326 GOOD             USPSQD
 BL1587
 BL1587                          STATION DESCRIPTION
 BL1587
 BL1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1587'7.2 MI NE FROM HOCKLEY.
 BL1587'ABOUT 3 MILES NORTH ALONG HEGAR RD. FROM THE JUNCTION OF US HIGHWAY
 BL1587'290 AND HEGAR RD., THENCE 4.2 MILES EAST ALONG WALLER-TOMBALL RD.,
 BL1587'ABOUT 0.1 MILE EAST OF THE DRIVE OF THE WALTER SCHULTZ HOME, 154.3
 BL1587'FEET SOUTHWEST OF AND ACROSS FROM THE ROAD FROM A POWER POLE, 51 FEET
 BL1587'SOUTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT NORTH OF A FENCE, 0.9
 BL1587'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A
 BL1587'DISK SET ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL
 BL1587'ROD, AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.1 FOOT.
 BL1587
 BL1587                          STATION RECOVERY (1978)
 BL1587
 BL1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1587'RECOVERED IN GOOD CONDITION.
 BL1587
 BL1587                          STATION RECOVERY (1986)
 BL1587
 BL1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1587'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 BL1587'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.  ADD--107.0 M (351.0
 BL1587'FT) EAST OF THE CENTER OF A DRIVEWAY LEADING SOUTH TO ROSE HILL
 BL1587'VOLUNTEER FIRE DEPARTMENT STATION NUMBER 3.
 BL1587
 BL1587                          STATION RECOVERY (1994)
 BL1587
 BL1587'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0841 ***********************************************************************
 AW0841  DESIGNATION -  K 1217
 AW0841  PID         -  AW0841
 AW0841  STATE/COUNTY-  TX/HARRIS
 AW0841  USGS QUAD   -  CROSBY (1982)
 AW0841
 AW0841                         *CURRENT SURVEY CONTROL
 AW0841  ___________________________________________________________________
 AW0841* NAD 83(1986)-  29 59 48.     (N)    095 05 36.     (W)     SCALED    
 AW0841* NAVD 88     -        20.315  (meters)      66.65   (feet)  ADJUSTED  
 AW0841  ___________________________________________________________________
 AW0841  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW0841  DYNAMIC HT  -          20.288 (meters)      66.56  (feet)  COMP
 AW0841  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 AW0841
 AW0841  VERT ORDER  -  FIRST     CLASS II
 AW0841
 AW0841.The horizontal coordinates were scaled from a topographic map and have
 AW0841.an estimated accuracy of +/- 6 seconds.
 AW0841
 AW0841.The orthometric height was determined by differential leveling
 AW0841.and adjusted by the National Geodetic Survey in June 1991..
 AW0841
 AW0841.The geoid height was determined by GEOID03.
 AW0841
 AW0841.The dynamic height is computed by dividing the NAVD 88
 AW0841.geopotential number by the normal gravity value computed on the
 AW0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0841.degrees latitude (g = 980.6199 gals.).
 AW0841
 AW0841.The modeled gravity was interpolated from observed gravity values.
 AW0841
 AW0841;                    North         East    Units  Estimated Accuracy
 AW0841;SPC TXSC     - 4,246,050.      976,860.      MT  (+/- 180 meters Scaled)
 AW0841
 AW0841                          SUPERSEDED SURVEY CONTROL
 AW0841
 AW0841  NGVD 29 (12/23/87)   20.314  (m)           66.65   (f) ADJUSTED    1 2
 AW0841
 AW0841.Superseded values are not recommended for survey control.
 AW0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0841.See file dsdata.txt to determine how the superseded data were derived.
 AW0841
 AW0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP980202(NAD 83)
 AW0841_MARKER: DB = BENCH MARK DISK
 AW0841_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AW0841+WITH SETTING: INTO GROUND
 AW0841_SP_SET: METAL ROD WITH BASE PLATE
 AW0841_STAMPING: K 1217 1973
 AW0841_MARK LOGO: NGS   
 AW0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0841+STABILITY: SURFACE MOTION
 AW0841
 AW0841  HISTORY     - Date     Condition        Report By
 AW0841  HISTORY     - 1973     MONUMENTED       NGS
 AW0841  HISTORY     - 1978     GOOD             NGS
 AW0841  HISTORY     - 1987     GOOD             NGS
 AW0841  HISTORY     - 19940111 GOOD             USPSQD
 AW0841
 AW0841                          STATION DESCRIPTION
 AW0841
 AW0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0841'1.85 MI S FROM HUFFMAN.
 AW0841'ABOUT 1.85 MILES SOUTH ALONG THE FM 2100 HIGHWAY FROM THE INTERSECTION
 AW0841'OF FM 2100 AND FM 1960, SET IN THE NORTHWEST CORNER OF THE JUNCTION OF
 AW0841'FM 2100 AND SPANISH COVE ROAD, 38 FEET NORTH OF THE CENTER LINE OF
 AW0841'SPANISH COVE ROAD, 49 FEET EAST OF THE CENTER LINE OF FM 2100, 2 FEET
 AW0841'NORTH OF A POWER POLE, 11 FEET EAST OF THE NORTHEAST CORNER OF A 20
 AW0841'IN. BY 20 IN. CONCRETE GATE POST.  A NGS DISK ABOUT 1 FOOT SOUTH OF A
 AW0841'METAL WITNESS POST ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND ON
 AW0841'THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE
 AW0841'PLATE.  THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND AND ENCASED
 AW0841'IN A 6 IN. METAL PIPE WHICH PROJECTS 2 INCHES.
 AW0841
 AW0841                          STATION RECOVERY (1978)
 AW0841
 AW0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0841'RECOVERED IN GOOD CONDITION.
 AW0841
 AW0841                          STATION RECOVERY (1987)
 AW0841
 AW0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0841'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  CHANGE--49
 AW0841'FEET EAST OF THE CENTERLINE OF FM 2100 TO 49 FEET WEST OF THE
 AW0841'CENTERLINE OF FM 2100.
 AW0841
 AW0841                          STATION RECOVERY (1994)
 AW0841
 AW0841'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0892 ***********************************************************************
 AW0892  DESIGNATION -  K 1218
 AW0892  PID         -  AW0892
 AW0892  STATE/COUNTY-  TX/HARRIS
 AW0892  USGS QUAD   -  PARK PLACE (1995)
 AW0892
 AW0892                         *CURRENT SURVEY CONTROL
 AW0892  ___________________________________________________________________
 AW0892* NAD 83(1986)-  29 43 44.     (N)    095 15 30.     (W)     SCALED    
 AW0892* NAVD 88     -         2.239  (meters)       7.35   (feet)  ADJUSTED  
 AW0892  ___________________________________________________________________
 AW0892  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0892  DYNAMIC HT  -           2.236 (meters)       7.34  (feet)  COMP
 AW0892  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 AW0892  OBS GRAVITY -     979,289.5   (mgal)                       GRAV_OBS
 AW0892
 AW0892  VERT ORDER  -  FIRST     CLASS II
 AW0892
 AW0892.The horizontal coordinates were scaled from a topographic map and have
 AW0892.an estimated accuracy of +/- 6 seconds.
 AW0892
 AW0892.The orthometric height was determined by differential leveling
 AW0892.and adjusted by the National Geodetic Survey in June 1991..
 AW0892
 AW0892.The geoid height was determined by GEOID03.
 AW0892
 AW0892.The dynamic height is computed by dividing the NAVD 88
 AW0892.geopotential number by the normal gravity value computed on the
 AW0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0892.degrees latitude (g = 980.6199 gals.).
 AW0892
 AW0892.The modeled gravity was interpolated from observed gravity values.
 AW0892.The observed gravity was obtained from relative gravimeter ties
 AW0892.to the IGSN71 gravity network.
 AW0892
 AW0892;                    North         East    Units  Estimated Accuracy
 AW0892;SPC TXSC     - 4,215,870.      961,890.      MT  (+/- 180 meters Scaled)
 AW0892
 AW0892                          SUPERSEDED SURVEY CONTROL
 AW0892
 AW0892  NGVD 29 (12/23/87)    2.236  (m)            7.34   (f) ADJUSTED    1 2
 AW0892
 AW0892.Superseded values are not recommended for survey control.
 AW0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0892.See file dsdata.txt to determine how the superseded data were derived.
 AW0892
 AW0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN815908(NAD 83)
 AW0892_MARKER: DD = SURVEY DISK
 AW0892_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0892_SP_SET: BULKHEAD
 AW0892_STAMPING: K 1218 1973
 AW0892_MARK LOGO: USGS  
 AW0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0892+STABILITY: SURFACE MOTION
 AW0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0892+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 AW0892
 AW0892  HISTORY     - Date     Condition        Report By
 AW0892  HISTORY     - 1973     MONUMENTED       USGS
 AW0892  HISTORY     - 1973     GOOD             NGS
 AW0892  HISTORY     - 1978     GOOD             NGS
 AW0892  HISTORY     - 1986     GOOD             NGS
 AW0892  HISTORY     - 1987     GOOD             USPSQD
 AW0892  HISTORY     - 1987     GOOD             USPSQD
 AW0892  HISTORY     - 1988     GOOD             USPSQD
 AW0892  HISTORY     - 1988     GOOD             USPSQD
 AW0892  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW0892  HISTORY     - 20031120 GOOD             INDIV
 AW0892
 AW0892                          STATION DESCRIPTION
 AW0892
 AW0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0892'1.15 MI W FROM GALENA PARK.
 AW0892'ABOUT 0.95 MILE WEST ALONG CLINTON DR. FROM THE CITY AHLL AT GALENA
 AW0892'PARK, THENCE 0.2 MILE SOUTH ALONG A PRIVATE ROAD TO THE COAST GUARD
 AW0892'STATION (AT THE SITE OF THE OLD DICKINSON GUN PLANT), ABOUT 300 FEET
 AW0892'SOUTH OF THE ADMINISTRATION BUILDING, 43.7 FEET WEST OF THE NORTHWEST
 AW0892'CORNER OF THE MAINTENANCE SHOP ON THE NORTH BANK OF THE SHIP CHANNEL,
 AW0892'SET IN THE TOP OF THE NORTH END OF A CONCRETE BULKHEAD, 8 INCHES ABOVE
 AW0892'THE LEVEL OF AN ASPHALT DRIVEWAY.
 AW0892
 AW0892                          STATION RECOVERY (1978)
 AW0892
 AW0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0892'RECOVERED IN GOOD CONDITION.
 AW0892
 AW0892                          STATION RECOVERY (1986)
 AW0892
 AW0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0892'RECOVERED IN GOOD CONDITION.
 AW0892
 AW0892                          STATION RECOVERY (1987)
 AW0892
 AW0892'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0892'RECOVERED IN GOOD CONDITION.
 AW0892
 AW0892                          STATION RECOVERY (1987)
 AW0892
 AW0892'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 AW0892'RECOVERED IN GOOD CONDITION.
 AW0892
 AW0892                          STATION RECOVERY (1988)
 AW0892
 AW0892'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0892'RECOVERED IN GOOD CONDITION.
 AW0892
 AW0892                          STATION RECOVERY (1988)
 AW0892
 AW0892'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW0892'RECOVERED IN GOOD CONDITION.
 AW0892
 AW0892                          STATION RECOVERY (1995)
 AW0892
 AW0892'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0892'MARK NOT FOUND.
 AW0892
 AW0892                          STATION RECOVERY (2003)
 AW0892
 AW0892'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MRO)
 AW0892'RECOVERED AS DESCRIBED, WAS PREVIOUSLY COVERED BY A GAURD RAIL POST
 AW0892'WHICH IS NOW REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4789 ***********************************************************************
 AW4789  DESIGNATION -  K 1219
 AW4789  PID         -  AW4789
 AW4789  STATE/COUNTY-  TX/FORT BEND
 AW4789  USGS QUAD   -  RICHMOND (1980)
 AW4789
 AW4789                         *CURRENT SURVEY CONTROL
 AW4789  ___________________________________________________________________
 AW4789* NAD 83(1986)-  29 30 34.     (N)    095 48 22.     (W)     SCALED    
 AW4789* NAVD 88     -        27.947  (meters)      91.69   (feet)  ADJUSTED  
 AW4789  ___________________________________________________________________
 AW4789  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW4789  DYNAMIC HT  -          27.908 (meters)      91.56  (feet)  COMP
 AW4789  MODELED GRAV-     979,261.4   (mgal)                       NAVD 88
 AW4789
 AW4789  VERT ORDER  -  FIRST     CLASS II
 AW4789
 AW4789.The horizontal coordinates were scaled from a topographic map and have
 AW4789.an estimated accuracy of +/- 6 seconds.
 AW4789
 AW4789.The orthometric height was determined by differential leveling
 AW4789.and adjusted by the National Geodetic Survey in June 1991..
 AW4789
 AW4789.The geoid height was determined by GEOID03.
 AW4789
 AW4789.The dynamic height is computed by dividing the NAVD 88
 AW4789.geopotential number by the normal gravity value computed on the
 AW4789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4789.degrees latitude (g = 980.6199 gals.).
 AW4789
 AW4789.The modeled gravity was interpolated from observed gravity values.
 AW4789
 AW4789;                    North         East    Units  Estimated Accuracy
 AW4789;SPC TXSC     - 4,189,990.      909,590.      MT  (+/- 180 meters Scaled)
 AW4789
 AW4789                          SUPERSEDED SURVEY CONTROL
 AW4789
 AW4789  NGVD 29 (12/23/87)   27.944  (m)           91.68   (f) ADJUSTED    1 2
 AW4789
 AW4789.Superseded values are not recommended for survey control.
 AW4789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4789.See file dsdata.txt to determine how the superseded data were derived.
 AW4789
 AW4789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN279677(NAD 83)
 AW4789_MARKER: DB = BENCH MARK DISK
 AW4789_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4789_SP_SET: CULVERT HEADWALL
 AW4789_STAMPING: K 1219 1973
 AW4789_MARK LOGO: NGS   
 AW4789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4789+STABILITY: SURFACE MOTION
 AW4789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4789+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 AW4789
 AW4789  HISTORY     - Date     Condition        Report By
 AW4789  HISTORY     - 1973     MONUMENTED       NGS
 AW4789  HISTORY     - 1986     GOOD             NGS
 AW4789  HISTORY     - 1987     GOOD             USPSQD
 AW4789  HISTORY     - 1988     GOOD             USPSQD
 AW4789  HISTORY     - 1989     GOOD             USPSQD
 AW4789  HISTORY     - 1990     GOOD             USPSQD
 AW4789  HISTORY     - 19931204 GOOD             USPSQD
 AW4789  HISTORY     - 19991120 GOOD             USPSQD
 AW4789  HISTORY     - 20030520 GOOD             LJA
 AW4789
 AW4789                          STATION DESCRIPTION
 AW4789
 AW4789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4789'3.25 MI S FROM ROSENBERG.
 AW4789'3.25 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE FIRST BAPTIST CHURCH
 AW4789'AT ROSENBERG, 0.15 MILE SOUTH OF THE JUNCTION OF MEYER ROAD, IN THE
 AW4789'TOP AND 1.7 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL
 AW4789'OF A CULVERT, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 AW4789'ABOUT LEVEL WITH THE HIGHWAY.
 AW4789
 AW4789                          STATION RECOVERY (1986)
 AW4789
 AW4789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4789'RECOVERED IN GOOD CONDITION.
 AW4789
 AW4789                          STATION RECOVERY (1987)
 AW4789
 AW4789'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW4789'RECOVERED IN GOOD CONDITION.
 AW4789
 AW4789                          STATION RECOVERY (1988)
 AW4789
 AW4789'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4789'RECOVERED IN GOOD CONDITION.
 AW4789
 AW4789                          STATION RECOVERY (1989)
 AW4789
 AW4789'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4789'RECOVERED IN GOOD CONDITION.
 AW4789
 AW4789                          STATION RECOVERY (1990)
 AW4789
 AW4789'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4789'RECOVERED IN GOOD CONDITION.
 AW4789
 AW4789                          STATION RECOVERY (1993)
 AW4789
 AW4789'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4789'RECOVERED IN GOOD CONDITION.
 AW4789
 AW4789                          STATION RECOVERY (1999)
 AW4789
 AW4789'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4789'RECOVERED IN GOOD CONDITION.
 AW4789
 AW4789                          STATION RECOVERY (2003)
 AW4789
 AW4789'RECOVERY NOTE BY LJA ENGINEERING AND SURVEYING INC 2003 (WH)
 AW4789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1614 ***********************************************************************
 AX1614  DESIGNATION -  K 122
 AX1614  PID         -  AX1614
 AX1614  STATE/COUNTY-  TX/LAVACA
 AX1614  USGS QUAD   -  YOAKUM (1987)
 AX1614
 AX1614                         *CURRENT SURVEY CONTROL
 AX1614  ___________________________________________________________________
 AX1614* NAD 83(1986)-  29 17 28.     (N)    097 08 57.     (W)     SCALED    
 AX1614* NAVD 88     -       100.36   (+/-2cm)     329.3    (feet)  VERTCON   
 AX1614  ___________________________________________________________________
 AX1614  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX1614
 AX1614  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1614
 AX1614.The horizontal coordinates were scaled from a topographic map and have
 AX1614.an estimated accuracy of +/- 6 seconds.
 AX1614
 AX1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1614.The vertical order pertains to the NGVD 29 superseded value.
 AX1614
 AX1614.The geoid height was determined by GEOID03.
 AX1614
 AX1614;                    North         East    Units  Estimated Accuracy
 AX1614;SPC TXSC     - 4,162,980.      779,800.      MT  (+/- 180 meters Scaled)
 AX1614
 AX1614                          SUPERSEDED SURVEY CONTROL
 AX1614
 AX1614  NGVD 29 (??/??/92)  100.351  (m)          329.23   (f) ADJ UNCH    2 0
 AX1614
 AX1614.Superseded values are not recommended for survey control.
 AX1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1614.See file dsdata.txt to determine how the superseded data were derived.
 AX1614
 AX1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT797416(NAD 83)
 AX1614_MARKER: DB = BENCH MARK DISK
 AX1614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1614_SP_SET: STEPS
 AX1614_STAMPING: K 122 1933
 AX1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1614
 AX1614  HISTORY     - Date     Condition        Report By
 AX1614  HISTORY     - 1933     MONUMENTED       CGS
 AX1614  HISTORY     - 1943     GOOD             NGS
 AX1614
 AX1614                          STATION DESCRIPTION
 AX1614
 AX1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1614'IN YOAKUM.
 AX1614'BENCH MARK IS NEAR THE INTERSECTION OF LOTT AND NELSON STREETS, AT THE
 AX1614'POST OFFICE, IN THE TOP OF THE EAST PARAPET OF THE CONCRETE STEPS. IT
 AX1614'IS 25.0 FEET EAST OF THE CENTERLINE OF THE NORTH ENTRANCE TO THE POST
 AX1614'OFFICE.  A DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4139 ***********************************************************************
 AW4139  DESIGNATION -  K 1220
 AW4139  PID         -  AW4139
 AW4139  STATE/COUNTY-  TX/BRAZORIA
 AW4139  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4139
 AW4139                         *CURRENT SURVEY CONTROL
 AW4139  ___________________________________________________________________
 AW4139* NAD 83(1986)-  29 08 51.     (N)    095 39 30.     (W)     SCALED    
 AW4139* NAVD 88     -        10.95   (+/-2cm)      35.9    (feet)  VERTCON   
 AW4139  ___________________________________________________________________
 AW4139  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW4139
 AW4139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4139
 AW4139.The horizontal coordinates were scaled from a topographic map and have
 AW4139.an estimated accuracy of +/- 6 seconds.
 AW4139
 AW4139.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4139.The vertical order pertains to the NGVD 29 superseded value.
 AW4139
 AW4139.The geoid height was determined by GEOID03.
 AW4139
 AW4139;                    North         East    Units  Estimated Accuracy
 AW4139;SPC TXSC     - 4,150,290.      925,060.      MT  (+/- 180 meters Scaled)
 AW4139
 AW4139                          SUPERSEDED SURVEY CONTROL
 AW4139
 AW4139  NGVD 29 (??/??/92)   10.966  (m)           35.98   (f) ADJ UNCH    2 0
 AW4139
 AW4139.Superseded values are not recommended for survey control.
 AW4139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4139.See file dsdata.txt to determine how the superseded data were derived.
 AW4139
 AW4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN413272(NAD 83)
 AW4139_MARKER: DB = BENCH MARK DISK
 AW4139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4139_SP_SET: CULVERT
 AW4139_STAMPING: K 1220 1973
 AW4139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4139
 AW4139  HISTORY     - Date     Condition        Report By
 AW4139  HISTORY     - 1973     MONUMENTED       NGS
 AW4139  HISTORY     - 1987     GOOD             USPSQD
 AW4139  HISTORY     - 1988     GOOD             USPSQD
 AW4139  HISTORY     - 1989     GOOD             USPSQD
 AW4139  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4139
 AW4139                          STATION DESCRIPTION
 AW4139
 AW4139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4139'0.75 MI NW FROM WEST COLUMBIA.
 AW4139'0.75 MILE NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4139'HIGHWAY 35 AT WEST COLUMBIA, 0.05 MILE NORTHWEST OF THE JUNCTION OF
 AW4139'FARM ROAD 1301, 17 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 AW4139'LANES OF THE HIGHWAY, IN THE TOP AND 1.0 FOOT SOUTHEAST OF THE
 AW4139'NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A BOX CULVERT, 16
 AW4139'FEET NORTHWEST OF POWER POLE SUPPORTING A TRANSFORMER, AND ABOUT 0.5
 AW4139'FOOT LOWER THAN THE HIGHWAY.
 AW4139
 AW4139                          STATION RECOVERY (1987)
 AW4139
 AW4139'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4139'RECOVERED IN GOOD CONDITION.
 AW4139
 AW4139                          STATION RECOVERY (1988)
 AW4139
 AW4139'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4139'RECOVERED IN GOOD CONDITION.
 AW4139
 AW4139                          STATION RECOVERY (1989)
 AW4139
 AW4139'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4139'RECOVERED IN GOOD CONDITION.
 AW4139
 AW4139                          STATION RECOVERY (1994)
 AW4139
 AW4139'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1755 ***********************************************************************
 AW1755  DESIGNATION -  K 1221
 AW1755  PID         -  AW1755
 AW1755  STATE/COUNTY-  TX/HARRIS
 AW1755  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW1755
 AW1755                         *CURRENT SURVEY CONTROL
 AW1755  ___________________________________________________________________
 AW1755* NAD 83(1986)-  29 49 10.     (N)    095 25 35.     (W)     SCALED    
 AW1755* NAVD 88     -        22.658  (meters)      74.34   (feet)  ADJUSTED  
 AW1755  ___________________________________________________________________
 AW1755  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW1755  DYNAMIC HT  -          22.627 (meters)      74.24  (feet)  COMP
 AW1755  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 AW1755  OBS GRAVITY -     979,286.7   (mgal)                       GRAV_OBS
 AW1755
 AW1755  VERT ORDER  -  FIRST     CLASS II
 AW1755
 AW1755.The horizontal coordinates were scaled from a topographic map and have
 AW1755.an estimated accuracy of +/- 6 seconds.
 AW1755
 AW1755.The orthometric height was determined by differential leveling
 AW1755.and adjusted by the National Geodetic Survey in June 1991..
 AW1755
 AW1755.The geoid height was determined by GEOID03.
 AW1755
 AW1755.The dynamic height is computed by dividing the NAVD 88
 AW1755.geopotential number by the normal gravity value computed on the
 AW1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1755.degrees latitude (g = 980.6199 gals.).
 AW1755
 AW1755.The modeled gravity was interpolated from observed gravity values.
 AW1755.The observed gravity was obtained from relative gravimeter ties
 AW1755.to the IGSN71 gravity network.
 AW1755
 AW1755;                    North         East    Units  Estimated Accuracy
 AW1755;SPC TXSC     - 4,225,390.      945,340.      MT  (+/- 180 meters Scaled)
 AW1755
 AW1755                          SUPERSEDED SURVEY CONTROL
 AW1755
 AW1755  NGVD 29 (12/23/87)   22.653  (m)           74.32   (f) ADJUSTED    1 2
 AW1755
 AW1755.Superseded values are not recommended for survey control.
 AW1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1755.See file dsdata.txt to determine how the superseded data were derived.
 AW1755
 AW1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP655012(NAD 83)
 AW1755_MARKER: DB = BENCH MARK DISK
 AW1755_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1755_SP_SET: COPPER-CLAD STEEL ROD
 AW1755_STAMPING: K 1221 1973
 AW1755_MARK LOGO: NGS   
 AW1755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1755+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW1755
 AW1755  HISTORY     - Date     Condition        Report By
 AW1755  HISTORY     - 1973     MONUMENTED       NGS
 AW1755  HISTORY     - 1978     GOOD             NGS
 AW1755  HISTORY     - 1986     GOOD             NGS
 AW1755  HISTORY     - 19870601 GOOD             USPSQD
 AW1755  HISTORY     - 1989     GOOD             USPSQD
 AW1755  HISTORY     - 1990     GOOD             USPSQD
 AW1755  HISTORY     - 20040712 GOOD             USPSQD
 AW1755  HISTORY     - 20051014 GOOD             USPSQD
 AW1755
 AW1755                          STATION DESCRIPTION
 AW1755
 AW1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1755'3.6 MI NW FROM HOUSTON.
 AW1755'ABOUT 2.65 MILES NORTH ALONG NORTH SHEPHERD DR. FROM THE CROSSING OF
 AW1755'THE MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 0.95 MILE WEST ALONG THE
 AW1755'BURLINGTON-ROCK ISLAND RAILROAD, SET IN THE SOUTHWEST CORNER OF A
 AW1755'LARGE PLAYGROUND, 56.1 FEET NORTH OF THE NORTH RAIL, 106.6 FEET
 AW1755'SOUTHWEST OF A LARGE POWER POLE SUPPORTING 9 LARGE LIGHTS FOR THE
 AW1755'SOUTHWEST PORTION OF THE PLAYGROUND, 8.8 FEET NORTH OF A CHAIN LINK
 AW1755'FENCE CORNER POST, 1 FOOT EAST OF THE RAILS, AND IS A DISK SET ON THE
 AW1755'TOP OF A 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY A 6-INCH
 AW1755'METAL PIPE WHICH PROJECTS 0.3 FOOT. THE ROD WAS DRIVEN TO A DEPTH OF
 AW1755'24 FEET.
 AW1755
 AW1755                          STATION RECOVERY (1978)
 AW1755
 AW1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1755'RECOVERED IN GOOD CONDITION.
 AW1755
 AW1755                          STATION RECOVERY (1986)
 AW1755
 AW1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1755'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--0.3 M
 AW1755'(1.0 FT) EAST OF A FENCE, AND 0.1 M (0.3 FT) WEST OF A WITNESS POST.
 AW1755
 AW1755                          STATION RECOVERY (1987)
 AW1755
 AW1755'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1755'RECOVERED IN GOOD CONDITION.
 AW1755
 AW1755                          STATION RECOVERY (1989)
 AW1755
 AW1755'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW1755'RECOVERED IN GOOD CONDITION.
 AW1755
 AW1755                          STATION RECOVERY (1990)
 AW1755
 AW1755'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW1755'RECOVERED IN GOOD CONDITION.
 AW1755
 AW1755                          STATION RECOVERY (2004)
 AW1755
 AW1755'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1755'GO TO N29 49 10.5 W095 26 34.6. BETTER DESCRIPTION. FROM SHEPHARD AT
 AW1755'34 TH STREET GO WEST TO GOLF.  THEN GO NORTH TO CROSS THE RAIL ROAD
 AW1755'TRACKS.  THE PARK IS ON THE LEFT.  PARK AND WALK WEST ALONG THE SOUTH
 AW1755'BOUNDRY OF THE PARK TO THE CHAIN LINK FENCE.  THE MRK IS 1 FOOT EAST
 AW1755'OF THE FENCE AND 9.8 FEET FROM THE SOUTH EAST FENCE CORNER. I TIED
 AW1755'ORANGE TAPE TO THE FENCE.
 AW1755
 AW1755                          STATION RECOVERY (2005)
 AW1755
 AW1755'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1755'FOUND AS DESCRIBED. THE 2004 DESCRIPTION WORKS GOOD. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0680 ***********************************************************************
 BM0680  DESIGNATION -  K 1222
 BM0680  PID         -  BM0680
 BM0680  STATE/COUNTY-  TX/TRAVIS
 BM0680  USGS QUAD   -  MONTOPOLIS (1988)
 BM0680
 BM0680                         *CURRENT SURVEY CONTROL
 BM0680  ___________________________________________________________________
 BM0680* NAD 83(1986)-  30 12 46.     (N)    097 43 05.     (W)     SCALED    
 BM0680* NAVD 88     -       182.222  (meters)     597.84   (feet)  ADJUSTED  
 BM0680  ___________________________________________________________________
 BM0680  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BM0680  DYNAMIC HT  -         181.972 (meters)     597.02  (feet)  COMP
 BM0680  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 BM0680
 BM0680  VERT ORDER  -  FIRST     CLASS I
 BM0680
 BM0680.The horizontal coordinates were scaled from a topographic map and have
 BM0680.an estimated accuracy of +/- 6 seconds.
 BM0680
 BM0680.The orthometric height was determined by differential leveling
 BM0680.and adjusted by the National Geodetic Survey in June 1991..
 BM0680
 BM0680.The geoid height was determined by GEOID03.
 BM0680
 BM0680.The dynamic height is computed by dividing the NAVD 88
 BM0680.geopotential number by the normal gravity value computed on the
 BM0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0680.degrees latitude (g = 980.6199 gals.).
 BM0680
 BM0680.The modeled gravity was interpolated from observed gravity values.
 BM0680
 BM0680;                    North         East    Units  Estimated Accuracy
 BM0680;SPC TX C     - 3,063,500.      951,770.      MT  (+/- 180 meters Scaled)
 BM0680
 BM0680                          SUPERSEDED SURVEY CONTROL
 BM0680
 BM0680  NGVD 29 (??/??/92)  182.141  (m)          597.57   (f) ADJ UNCH    1 1
 BM0680
 BM0680.Superseded values are not recommended for survey control.
 BM0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0680.See file dsdata.txt to determine how the superseded data were derived.
 BM0680
 BM0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU233430(NAD 83)
 BM0680_MARKER: DB = BENCH MARK DISK
 BM0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0680_SP_SET: CULVERT
 BM0680_STAMPING: K 1222 1973
 BM0680_MARK LOGO: NGS   
 BM0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0680
 BM0680  HISTORY     - Date     Condition        Report By
 BM0680  HISTORY     - 1973     MONUMENTED       NGS
 BM0680  HISTORY     - 1978     GOOD             NGS
 BM0680  HISTORY     - 1981     GOOD             NGS
 BM0680  HISTORY     - 1990     GOOD             USPSQD
 BM0680  HISTORY     - 19910401 GOOD             USPSQD
 BM0680  HISTORY     - 19951015 GOOD             USPSQD
 BM0680  HISTORY     - 20030308 GOOD             USPSQD
 BM0680  HISTORY     - 20050226 MARK NOT FOUND   USPSQD
 BM0680
 BM0680                          STATION DESCRIPTION
 BM0680
 BM0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0680'2.15 MI SE FROM AUSTIN.
 BM0680'ABOUT 2.15 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM THE INTERSTATE
 BM0680'HIGHWAY 35 OVERPASS AT AUSTIN, 0.35 MILES WEST OF THE INTERSECTION
 BM0680'WITH MONTOPOLIS DRIVE, ABOUT 350.0 FEET NORTH OF THE DAFFODIL
 BM0680'APARTMENTS WHICH IS A STONE AND FRAME BUILDINGS, 36.5 FEET SOUTH OF
 BM0680'THE CENTER LINE OF THE SOUTH LAND OF STATE HIGHWAY 71, SET IN TOP OF
 BM0680'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A 20 X 4 FOOT DOUBLE
 BM0680'CHANNEL BOX CULVERT, 1.15 MILES SOUTHEAST OF THE BENCH MARK L 1222,
 BM0680'THIS MARK IS ALSO MILES NORTHWEST OF THE ENTRANCE AND OVERPASS OVER
 BM0680'THE PRESIDENTIAL BLVD. AT BERGSTROM AIRFORCE BASE, ABOUT 1 1/2 FEET
 BM0680'BELOW LEVEL OF THE HIGHWAY.
 BM0680
 BM0680                          STATION RECOVERY (1978)
 BM0680
 BM0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0680'RECOVERED IN GOOD CONDITION.
 BM0680
 BM0680                          STATION RECOVERY (1981)
 BM0680
 BM0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BM0680'RECOVERED IN GOOD CONDITION.
 BM0680
 BM0680                          STATION RECOVERY (1990)
 BM0680
 BM0680'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0680'RECOVERED IN GOOD CONDITION.
 BM0680
 BM0680                          STATION RECOVERY (1991)
 BM0680
 BM0680'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0680'RECOVERED IN GOOD CONDITION.
 BM0680
 BM0680                          STATION RECOVERY (1995)
 BM0680
 BM0680'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0680'RECOVERED IN GOOD CONDITION.
 BM0680
 BM0680                          STATION RECOVERY (2003)
 BM0680
 BM0680'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BM0680'RECOVERED IN GOOD CONDITION.
 BM0680
 BM0680                          STATION RECOVERY (2005)
 BM0680
 BM0680'RECOVERY NOTE BY US POWER SQUADRON 2005
 BM0680'NEW CONSTRUCTION, NEW HEADWALL.  IT IS SUSPECTED THAT THE MONUMENT HAS
 BM0680'BEEN DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0040 ***********************************************************************
 AX0040  DESIGNATION -  K 1223
 AX0040  PID         -  AX0040
 AX0040  STATE/COUNTY-  TX/AUSTIN
 AX0040  USGS QUAD   -  CAT SPRING (1981)
 AX0040
 AX0040                         *CURRENT SURVEY CONTROL
 AX0040  ___________________________________________________________________
 AX0040* NAD 83(1986)-  29 51 16.     (N)    096 20 40.     (W)     SCALED    
 AX0040* NAVD 88     -        93.066  (meters)     305.33   (feet)  ADJUSTED  
 AX0040  ___________________________________________________________________
 AX0040  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX0040  DYNAMIC HT  -          92.938 (meters)     304.91  (feet)  COMP
 AX0040  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 AX0040  OBS GRAVITY -     979,266.2   (mgal)                       GRAV_OBS
 AX0040
 AX0040  VERT ORDER  -  FIRST     CLASS I
 AX0040
 AX0040.The horizontal coordinates were scaled from a topographic map and have
 AX0040.an estimated accuracy of +/- 6 seconds.
 AX0040
 AX0040.The orthometric height was determined by differential leveling
 AX0040.and adjusted by the National Geodetic Survey in June 1991..
 AX0040
 AX0040.The geoid height was determined by GEOID03.
 AX0040
 AX0040.The dynamic height is computed by dividing the NAVD 88
 AX0040.geopotential number by the normal gravity value computed on the
 AX0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0040.degrees latitude (g = 980.6199 gals.).
 AX0040
 AX0040.The modeled gravity was interpolated from observed gravity values.
 AX0040.The observed gravity was obtained from relative gravimeter ties
 AX0040.to the IGSN71 gravity network.
 AX0040
 AX0040;                    North         East    Units  Estimated Accuracy
 AX0040;SPC TXSC     - 4,226,910.      856,550.      MT  (+/- 180 meters Scaled)
 AX0040
 AX0040                          SUPERSEDED SURVEY CONTROL
 AX0040
 AX0040  NGVD 29 (12/23/87)   93.037  (m)          305.24   (f) ADJUSTED    1 1
 AX0040
 AX0040.Superseded values are not recommended for survey control.
 AX0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0040.See file dsdata.txt to determine how the superseded data were derived.
 AX0040
 AX0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU565056(NAD 83)
 AX0040_MARKER: DB = BENCH MARK DISK
 AX0040_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0040_SP_SET: COPPER-CLAD STEEL ROD
 AX0040_STAMPING: K 1223 1973
 AX0040_MARK LOGO: NGS   
 AX0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0040
 AX0040  HISTORY     - Date     Condition        Report By
 AX0040  HISTORY     - 1973     MONUMENTED       NGS
 AX0040  HISTORY     - 1976     GOOD             NGS
 AX0040  HISTORY     - 1976     GOOD             NGS
 AX0040  HISTORY     - 1978     GOOD             NGS
 AX0040  HISTORY     - 1986     GOOD             NGS
 AX0040  HISTORY     - 19991017 GOOD             USPSQD
 AX0040
 AX0040                          STATION DESCRIPTION
 AX0040
 AX0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0040'1.3 MI W FROM CAT SPRING.
 AX0040'1.3 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0040'CROSSING OF FARM ROAD 949 AT CAT SPRING, AT A DIRT ROAD CROSSING,
 AX0040'4-3/4 POLES WEST OF MILE POLE 1023, 47.4 FEET NORTH OF THE NORTH RAIL,
 AX0040'35 FEET EAST-NORTHEAST OF THE FIRST TELEPHONE POLE EAST OF THE ROAD
 AX0040'CROSSING, 148 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 AX0040'WEST OF A FENCE CORNER POST, 22 1/2 FEET SOUTH OF THE SOUTH END OF A
 AX0040'WIRE GATE, 1.7 FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 AX0040'THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 AX0040'DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 55 FEET.  THE UPPER PORTION OF
 AX0040'THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 AX0040'GROUND.
 AX0040
 AX0040                          STATION RECOVERY (1976)
 AX0040
 AX0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0040'RECOVERED IN GOOD CONDITION.
 AX0040
 AX0040                          STATION RECOVERY (1976)
 AX0040
 AX0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0040'RECOVERED IN GOOD CONDITION.
 AX0040
 AX0040                          STATION RECOVERY (1978)
 AX0040
 AX0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0040'RECOVERED IN GOOD CONDITION.
 AX0040
 AX0040                          STATION RECOVERY (1986)
 AX0040
 AX0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0040'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0040'ADD--AT THE CROSSING OF SWANBECK ROAD.
 AX0040'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 AX0040
 AX0040                          STATION RECOVERY (1999)
 AX0040
 AX0040'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0456 ***********************************************************************
 BM0456  DESIGNATION -  K 1224
 BM0456  PID         -  BM0456
 BM0456  STATE/COUNTY-  TX/BASTROP
 BM0456  USGS QUAD   -  SMITHVILLE (1982)
 BM0456
 BM0456                         *CURRENT SURVEY CONTROL
 BM0456  ___________________________________________________________________
 BM0456* NAD 83(1986)-  30 01 26.     (N)    097 12 02.     (W)     SCALED    
 BM0456* NAVD 88     -       101.383  (meters)     332.62   (feet)  ADJUSTED  
 BM0456  ___________________________________________________________________
 BM0456  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 BM0456  DYNAMIC HT  -         101.247 (meters)     332.17  (feet)  COMP
 BM0456  MODELED GRAV-     979,296.0   (mgal)                       NAVD 88
 BM0456
 BM0456  VERT ORDER  -  FIRST     CLASS I
 BM0456
 BM0456.The horizontal coordinates were scaled from a topographic map and have
 BM0456.an estimated accuracy of +/- 6 seconds.
 BM0456
 BM0456.The orthometric height was determined by differential leveling
 BM0456.and adjusted by the National Geodetic Survey in June 1991..
 BM0456
 BM0456.The geoid height was determined by GEOID03.
 BM0456
 BM0456.The dynamic height is computed by dividing the NAVD 88
 BM0456.geopotential number by the normal gravity value computed on the
 BM0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0456.degrees latitude (g = 980.6199 gals.).
 BM0456
 BM0456.The modeled gravity was interpolated from observed gravity values.
 BM0456
 BM0456;                    North         East    Units  Estimated Accuracy
 BM0456;SPC TX C     - 3,043,860.    1,002,170.      MT  (+/- 180 meters Scaled)
 BM0456
 BM0456                          SUPERSEDED SURVEY CONTROL
 BM0456
 BM0456  NGVD 29 (??/??/92)  101.330  (m)          332.45   (f) ADJ UNCH    1 1
 BM0456
 BM0456.Superseded values are not recommended for survey control.
 BM0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0456.See file dsdata.txt to determine how the superseded data were derived.
 BM0456
 BM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU735227(NAD 83)
 BM0456_MARKER: DB = BENCH MARK DISK
 BM0456_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0456_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0456_STAMPING: K 1224 1973
 BM0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0456
 BM0456  HISTORY     - Date     Condition        Report By
 BM0456  HISTORY     - 1973     MONUMENTED       NGS
 BM0456  HISTORY     - 1978     GOOD             NGS
 BM0456  HISTORY     - 19990522 MARK NOT FOUND   USPSQD
 BM0456  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 BM0456
 BM0456                          STATION DESCRIPTION
 BM0456
 BM0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0456'2.6 MI NW FROM SMITHVILLE.
 BM0456'ABOUT 2.6 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0456'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 95 AT SMITHVILLE, 126.0
 BM0456'FEET NORTH OF THE CENTER LINE AND ACROSS FARM ROAD 2571 FROM THE NORTH
 BM0456'RAIL OF THE TRACK, 38.5 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BM0456'45.5 FEET WEST OF A STEEL CATTLE GUARD, 29.0 WEST OF A METAL GATE, AND
 BM0456'2.0 FEET SOUTH OF THE FENCE, 0.7 FEET NORTH OF A METAL WITNESS POST,
 BM0456'ABOUT 1 1/2 FOOT ABOVE THE LENGTH OF THE ROAD, ABOUT 4 FEET BELOW THE
 BM0456'LEVEL OF THE TRACK AND IS A DISK ON TOP OF COPPER COATED STEEL ROD
 BM0456'FASTENED TO A BASE PLATE PROJECTING A 1-INCH AND PROTECTED BY A 6-INCH
 BM0456'IRON PIPE WHICH PROJECTS 4-INCHES.
 BM0456
 BM0456                          STATION RECOVERY (1978)
 BM0456
 BM0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0456'RECOVERED IN GOOD CONDITION.
 BM0456
 BM0456                          STATION RECOVERY (1999)
 BM0456
 BM0456'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0456'MARK NOT FOUND.
 BM0456
 BM0456                          STATION RECOVERY (2004)
 BM0456
 BM0456'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGG)
 BM0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0530 ***********************************************************************
 BM0530  DESIGNATION -  K 1225
 BM0530  PID         -  BM0530
 BM0530  STATE/COUNTY-  TX/BASTROP
 BM0530  USGS QUAD   -  UTLEY (1982)
 BM0530
 BM0530                         *CURRENT SURVEY CONTROL
 BM0530  ___________________________________________________________________
 BM0530* NAD 83(1986)-  30 08 09.     (N)    097 27 36.     (W)     SCALED    
 BM0530* NAVD 88     -       164.158  (meters)     538.58   (feet)  ADJUSTED  
 BM0530  ___________________________________________________________________
 BM0530  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0530  DYNAMIC HT  -         163.935 (meters)     537.84  (feet)  COMP
 BM0530  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 BM0530
 BM0530  VERT ORDER  -  FIRST     CLASS I
 BM0530
 BM0530.The horizontal coordinates were scaled from a topographic map and have
 BM0530.an estimated accuracy of +/- 6 seconds.
 BM0530
 BM0530.The orthometric height was determined by differential leveling
 BM0530.and adjusted by the National Geodetic Survey in June 1991..
 BM0530.WARNING-Repeat measurements at this control monument indicate possible
 BM0530.vertical movement.
 BM0530
 BM0530.The geoid height was determined by GEOID03.
 BM0530
 BM0530.The dynamic height is computed by dividing the NAVD 88
 BM0530.geopotential number by the normal gravity value computed on the
 BM0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0530.degrees latitude (g = 980.6199 gals.).
 BM0530
 BM0530.The modeled gravity was interpolated from observed gravity values.
 BM0530
 BM0530;                    North         East    Units  Estimated Accuracy
 BM0530;SPC TX C     - 3,055,590.      976,830.      MT  (+/- 180 meters Scaled)
 BM0530
 BM0530                          SUPERSEDED SURVEY CONTROL
 BM0530
 BM0530  NGVD 29 (??/??/92)  164.092  (m)          538.36   (f) ADJ UNCH    1 1
 BM0530
 BM0530.Superseded values are not recommended for survey control.
 BM0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0530.See file dsdata.txt to determine how the superseded data were derived.
 BM0530
 BM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU483348(NAD 83)
 BM0530_MARKER: DB = BENCH MARK DISK
 BM0530_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0530_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0530_STAMPING: K 1225 1973
 BM0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0530
 BM0530  HISTORY     - Date     Condition        Report By
 BM0530  HISTORY     - 1973     MONUMENTED       NGS
 BM0530  HISTORY     - 1978     GOOD             NGS
 BM0530  HISTORY     - 1989     GOOD             USPSQD
 BM0530  HISTORY     - 1990     GOOD             USPSQD
 BM0530  HISTORY     - 1991     GOOD             USPSQD
 BM0530  HISTORY     - 19951226 GOOD             USPSQD
 BM0530  HISTORY     - 19990522 GOOD             USPSQD
 BM0530
 BM0530                          STATION DESCRIPTION
 BM0530
 BM0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0530'7.65 MI SE FROM GARFIELD.
 BM0530'ABOUT 7.65 MILES SOUTHEAST ALONG STATE HIGHWAY 71 FROM A GULF SERVICE
 BM0530'STATION AND STORE AT GARFIELD, ABOUT 95.0 FEET NORTHEAST OF THE CENTER
 BM0530'LINE OF THE PROPOSED NORTHEAST LANE OF THE HIGHWAY WHICH IS NOW UNDER
 BM0530'CONSTRUCTION, 132.0 FEET NORTHWEST OF A POWER POLE WITH THE LINE
 BM0530'CROSSING OVER THE HIGHWAY, 28.0 FEET NORTHWEST OF THE CENTER LINE OF A
 BM0530'WOODEN GATE AND TRACK LEADING NORTH TO PROPERTY OF ROBERT F. CALHOUN,
 BM0530'1.0 FEET SOUTHWEST OF A FENCE, IT IS UNKNOWN IF THE MARK WILL BE LEVEL
 BM0530'WITH THE HIGHWAY, 1.1 MILES SOUTHEAST OF THE BENCH MARK J 1225, 0.5
 BM0530'FEET NORTHEAST OF A METAL WITNESS POST AND IS A DISK ON TOP OF A
 BM0530'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A
 BM0530'6-INCH IRON PIPE PROJECTING 1-INCH.  THE ROD WAS DRIVEN TO A REFUSAL
 BM0530'OF 15.0 FEET.
 BM0530
 BM0530                          STATION RECOVERY (1978)
 BM0530
 BM0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0530'RECOVERED IN GOOD CONDITION.
 BM0530
 BM0530                          STATION RECOVERY (1989)
 BM0530
 BM0530'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0530'RECOVERED IN GOOD CONDITION.
 BM0530
 BM0530                          STATION RECOVERY (1990)
 BM0530
 BM0530'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0530'RECOVERED IN GOOD CONDITION.
 BM0530
 BM0530                          STATION RECOVERY (1991)
 BM0530
 BM0530'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0530'RECOVERED IN GOOD CONDITION.
 BM0530
 BM0530                          STATION RECOVERY (1995)
 BM0530
 BM0530'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0530'RECOVERED IN GOOD CONDITION.
 BM0530
 BM0530                          STATION RECOVERY (1999)
 BM0530
 BM0530'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0281 ***********************************************************************
 AW0281  DESIGNATION -  K 1226
 AW0281  PID         -  AW0281
 AW0281  STATE/COUNTY-  TX/HARRIS
 AW0281  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0281
 AW0281                         *CURRENT SURVEY CONTROL
 AW0281  ___________________________________________________________________
 AW0281* NAD 83(1986)-  29 47 24.     (N)    095 35 09.     (W)     SCALED    
 AW0281* NAVD 88     -        27.497  (meters)      90.21   (feet)  ADJUSTED  
 AW0281  ___________________________________________________________________
 AW0281  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AW0281  DYNAMIC HT  -          27.459 (meters)      90.09  (feet)  COMP
 AW0281  MODELED GRAV-     979,281.5   (mgal)                       NAVD 88
 AW0281
 AW0281  VERT ORDER  -  FIRST     CLASS I
 AW0281
 AW0281.The horizontal coordinates were scaled from a topographic map and have
 AW0281.an estimated accuracy of +/- 6 seconds.
 AW0281
 AW0281.The orthometric height was determined by differential leveling
 AW0281.and adjusted by the National Geodetic Survey in June 1991..
 AW0281
 AW0281.The geoid height was determined by GEOID03.
 AW0281
 AW0281.The dynamic height is computed by dividing the NAVD 88
 AW0281.geopotential number by the normal gravity value computed on the
 AW0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0281.degrees latitude (g = 980.6199 gals.).
 AW0281
 AW0281.The modeled gravity was interpolated from observed gravity values.
 AW0281
 AW0281;                    North         East    Units  Estimated Accuracy
 AW0281;SPC TXSC     - 4,221,670.      930,030.      MT  (+/- 180 meters Scaled)
 AW0281
 AW0281                          SUPERSEDED SURVEY CONTROL
 AW0281
 AW0281  NGVD 29 (12/23/87)   27.490  (m)           90.19   (f) ADJUSTED    1 1
 AW0281
 AW0281.Superseded values are not recommended for survey control.
 AW0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0281.See file dsdata.txt to determine how the superseded data were derived.
 AW0281
 AW0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN500983(NAD 83)
 AW0281_MARKER: DB = BENCH MARK DISK
 AW0281_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0281_SP_SET: COPPER-CLAD STEEL ROD
 AW0281_STAMPING: K 1226 1976
 AW0281_MARK LOGO: NGS   
 AW0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0281
 AW0281  HISTORY     - Date     Condition        Report By
 AW0281  HISTORY     - 1976     MONUMENTED       NGS
 AW0281  HISTORY     - 1978     GOOD             NGS
 AW0281  HISTORY     - 1983     GOOD             NGS
 AW0281  HISTORY     - 1986     GOOD             NGS
 AW0281  HISTORY     - 1987     GOOD             USPSQD
 AW0281  HISTORY     - 1987     GOOD             USPSQD
 AW0281  HISTORY     - 1988     GOOD             USPSQD
 AW0281  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0281  HISTORY     - 19941022 GOOD             USPSQD
 AW0281
 AW0281                          STATION DESCRIPTION
 AW0281
 AW0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW0281'3.75 MI EAST FROM ADDICKS.
 AW0281'3.45 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0281'RAILROAD OVERPASS OVER STATE HIGHWAY 6, THENCE 0.3 MI NORTH ALONG
 AW0281'PAVED ROAD TO CITY OF HOUSTON WATERWORKS, SET IN THE NW CORNER OF A
 AW0281'CHAIN LINK FENCE LEADING TO AND SURROUNDING THE WATERWORKS, 27 FEET
 AW0281'WEST OF CENTER LINE OF THE ROAD, 8 FT SE OF A POWER LINE POLE WITH 3
 AW0281'TRANSFORMERS, 2 FEET SE OF THE FENCE CORNER.  DRIVEN TO GRADUAL
 AW0281'REFUSAL.
 AW0281
 AW0281                          STATION RECOVERY (1978)
 AW0281
 AW0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0281'RECOVERED IN GOOD CONDITION.
 AW0281
 AW0281                          STATION RECOVERY (1983)
 AW0281
 AW0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0281'RECOVERED IN GOOD CONDITION.
 AW0281
 AW0281                          STATION RECOVERY (1986)
 AW0281
 AW0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0281'RECOVERED IN GOOD CONDITION.
 AW0281
 AW0281                          STATION RECOVERY (1987)
 AW0281
 AW0281'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0281'RECOVERED IN GOOD CONDITION.
 AW0281
 AW0281                          STATION RECOVERY (1987)
 AW0281
 AW0281'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0281'RECOVERED IN GOOD CONDITION.
 AW0281
 AW0281                          STATION RECOVERY (1988)
 AW0281
 AW0281'RECOVERY NOTE BY US POWER SQUADRON 1988 (UNK)
 AW0281'RECOVERED IN GOOD CONDITION.
 AW0281
 AW0281                          STATION RECOVERY (1989)
 AW0281
 AW0281'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0281'MARK NOT FOUND.
 AW0281
 AW0281                          STATION RECOVERY (1994)
 AW0281
 AW0281'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1741 ***********************************************************************
 AW1741  DESIGNATION -  K 1227
 AW1741  PID         -  AW1741
 AW1741  STATE/COUNTY-  TX/HARRIS
 AW1741  USGS QUAD   -  LA PORTE (1982)
 AW1741
 AW1741                         *CURRENT SURVEY CONTROL
 AW1741  ___________________________________________________________________
 AW1741* NAD 83(1986)-  29 41 22.     (N)    095 02 44.     (W)     SCALED    
 AW1741* NAVD 88     -         7.680  (meters)      25.20   (feet)  ADJUSTED  
 AW1741  ___________________________________________________________________
 AW1741  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1741  DYNAMIC HT  -           7.669 (meters)      25.16  (feet)  COMP
 AW1741  MODELED GRAV-     979,281.4   (mgal)                       NAVD 88
 AW1741
 AW1741  VERT ORDER  -  FIRST     CLASS I
 AW1741
 AW1741.The horizontal coordinates were scaled from a topographic map and have
 AW1741.an estimated accuracy of +/- 6 seconds.
 AW1741
 AW1741.The orthometric height was determined by differential leveling
 AW1741.and adjusted by the National Geodetic Survey in June 1991..
 AW1741
 AW1741.The geoid height was determined by GEOID03.
 AW1741
 AW1741.The dynamic height is computed by dividing the NAVD 88
 AW1741.geopotential number by the normal gravity value computed on the
 AW1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1741.degrees latitude (g = 980.6199 gals.).
 AW1741
 AW1741.The modeled gravity was interpolated from observed gravity values.
 AW1741
 AW1741;                    North         East    Units  Estimated Accuracy
 AW1741;SPC TXSC     - 4,212,180.      982,610.      MT  (+/- 180 meters Scaled)
 AW1741
 AW1741                          SUPERSEDED SURVEY CONTROL
 AW1741
 AW1741  NGVD 29 (12/23/87)    7.677  (m)           25.19   (f) ADJUSTED    1 1
 AW1741
 AW1741.Superseded values are not recommended for survey control.
 AW1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1741.See file dsdata.txt to determine how the superseded data were derived.
 AW1741
 AW1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN020861(NAD 83)
 AW1741_MARKER: DB = BENCH MARK DISK
 AW1741_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1741+WITH SETTING: PAVEMENT
 AW1741_SP_SET: ABANDONED SEMAPHORE FOUNDATION
 AW1741_STAMPING: K 1227 1976
 AW1741_MARK LOGO: NGS   
 AW1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1741+STABILITY: SURFACE MOTION
 AW1741
 AW1741  HISTORY     - Date     Condition        Report By
 AW1741  HISTORY     - 1976     MONUMENTED       NGS
 AW1741  HISTORY     - 1978     GOOD             NGS
 AW1741  HISTORY     - 1983     GOOD             NGS
 AW1741  HISTORY     - 1986     GOOD             NGS
 AW1741  HISTORY     - 1987     GOOD             USPSQD
 AW1741  HISTORY     - 1988     GOOD             USPSQD
 AW1741  HISTORY     - 1989     GOOD             USPSQD
 AW1741  HISTORY     - 1989     GOOD             USPSQD
 AW1741  HISTORY     - 19931122 GOOD             USPSQD
 AW1741  HISTORY     - 20020308 GOOD             USPSQD
 AW1741  HISTORY     - 20020311 GOOD             USPSQD
 AW1741  HISTORY     - 20031127 MARK NOT FOUND   USPSQD
 AW1741  HISTORY     - 20050117 MARK NOT FOUND   USPSQD
 AW1741
 AW1741                          STATION DESCRIPTION
 AW1741
 AW1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW1741'3.9 MI NW FROM LAPORTE.
 AW1741'2.7 MI NW ALONG STATE HIGHWAY 146 FROM ELEMENTARY SCHOOL AT LAPORTE,
 AW1741'THENCE 1.2 MI WEST ALONG STATE HIGHWAY 225, 90 FEET SOUTH AND ACROSS
 AW1741'RAILROAD TRACK FROM THE CENTER LINE OF STATE HIGHWAY 225 (EASTBOUND
 AW1741'LANES), 7.5 FEET SOUTH OF THE SOUTH RAIL, 705 FEET EAST OF SENS ROAD,
 AW1741'SET IN AN ABANDONED CONCRETE BASE OF A SIGNAL AND ABOUT 1 FT BELOW THE
 AW1741'LEVEL OF THE TRACK.
 AW1741
 AW1741                          STATION RECOVERY (1978)
 AW1741
 AW1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1741'RECOVERED IN GOOD CONDITION.
 AW1741
 AW1741                          STATION RECOVERY (1983)
 AW1741
 AW1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1741'RECOVERED IN GOOD CONDITION.
 AW1741
 AW1741                          STATION RECOVERY (1986)
 AW1741
 AW1741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1741'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1741'EXCEPT ADD
 AW1741'THE MARK IS 0.64 METERS  NNW FROM  A WITNESS POST
 AW1741'THE MARK IS ABOVE LEVEL WITH TRACKS.
 AW1741
 AW1741                          STATION RECOVERY (1987)
 AW1741
 AW1741'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1741'RECOVERED IN GOOD CONDITION.
 AW1741
 AW1741                          STATION RECOVERY (1988)
 AW1741
 AW1741'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1741'RECOVERED IN GOOD CONDITION.
 AW1741
 AW1741                          STATION RECOVERY (1989)
 AW1741
 AW1741'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1741'RECOVERED IN GOOD CONDITION.
 AW1741
 AW1741                          STATION RECOVERY (1989)
 AW1741
 AW1741'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1741'RECOVERED IN GOOD CONDITION.
 AW1741
 AW1741                          STATION RECOVERY (1993)
 AW1741
 AW1741'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1741'RECOVERED IN GOOD CONDITION.
 AW1741
 AW1741                          STATION RECOVERY (2002)
 AW1741
 AW1741'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1741'RECOVERED IN GOOD CONDITION.
 AW1741
 AW1741                          STATION RECOVERY (2002)
 AW1741
 AW1741'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1741'RECOVERED IN GOOD CONDITION.
 AW1741
 AW1741                          STATION RECOVERY (2003)
 AW1741
 AW1741'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1741' 
 AW1741' 
 AW1741
 AW1741                          STATION RECOVERY (2005)
 AW1741
 AW1741'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1186 ***********************************************************************
 AN1186  DESIGNATION -  K 123
 AN1186  PID         -  AN1186
 AN1186  STATE/COUNTY-  TX/VICTORIA
 AN1186  USGS QUAD   -  VICTORIA WEST (1987)
 AN1186
 AN1186                         *CURRENT SURVEY CONTROL
 AN1186  ___________________________________________________________________
 AN1186* NAD 83(1986)-  28 51 46.     (N)    097 01 50.     (W)     SCALED    
 AN1186* NAVD 88     -        30.98   (+/-2cm)     101.6    (feet)  VERTCON   
 AN1186  ___________________________________________________________________
 AN1186  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN1186
 AN1186  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1186
 AN1186.The horizontal coordinates were scaled from a topographic map and have
 AN1186.an estimated accuracy of +/- 6 seconds.
 AN1186
 AN1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1186.The vertical order pertains to the NGVD 29 superseded value.
 AN1186
 AN1186.The geoid height was determined by GEOID03.
 AN1186
 AN1186;                    North         East    Units  Estimated Accuracy
 AN1186;SPC TXSC     - 4,115,710.      792,130.      MT  (+/- 180 meters Scaled)
 AN1186
 AN1186                          SUPERSEDED SURVEY CONTROL
 AN1186
 AN1186  NGVD 29 (??/??/92)   31.049  (m)          101.87   (f) ADJ UNCH    2 0
 AN1186
 AN1186.Superseded values are not recommended for survey control.
 AN1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1186.See file dsdata.txt to determine how the superseded data were derived.
 AN1186
 AN1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS920943(NAD 83)
 AN1186_MARKER: DB = BENCH MARK DISK
 AN1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1186_STAMPING: K 123 1933
 AN1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1186+STABILITY: SURFACE MOTION
 AN1186
 AN1186  HISTORY     - Date     Condition        Report By
 AN1186  HISTORY     - 1933     MONUMENTED       CGS
 AN1186  HISTORY     - 1934     GOOD             NGS
 AN1186  HISTORY     - 20060811 POOR             USPSQD
 AN1186
 AN1186                          STATION DESCRIPTION
 AN1186
 AN1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 AN1186'4.6 MI NW FROM VICTORIA.
 AN1186'4.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1186'CROSSING OF U.S. HIGHWAY 59 AT VICTORIA, VICTORIA COUNTY, 3.4 MILES
 AN1186'SOUTHEAST OF THE STATION AT CRAIG, OPPOSITE MILEPOST 32, 47 FEET
 AN1186'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 3 FEET SOUTHWEST OF THE
 AN1186'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 123 1933 AND SET IN
 AN1186'THE TOP OF A CONCRETE POST.
 AN1186
 AN1186                          STATION RECOVERY (2006)
 AN1186
 AN1186'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AN1186'ENTIRE TOP OF CONCRETE POST HAS BEEN CHIPPED OFF FROM MOWERS AND DISC
 AN1186'IS MISSING.  IT IS ABOUT 50 FEET NORTHWEST OF THE CENTER LINE OF
 AN1186'TROPICAL DRIVE AND THE ROW FENCE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0716 ***********************************************************************
 CD0716  DESIGNATION -  K 1235
 CD0716  PID         -  CD0716
 CD0716  STATE/COUNTY-  TX/CULBERSON
 CD0716  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0716
 CD0716                         *CURRENT SURVEY CONTROL
 CD0716  ___________________________________________________________________
 CD0716* NAD 83(1986)-  31 55 23.     (N)    104 41 26.     (W)     SCALED    
 CD0716* NAVD 88     -      1378.006  (meters)    4521.01   (feet)  ADJUSTED  
 CD0716  ___________________________________________________________________
 CD0716  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CD0716  DYNAMIC HT  -        1375.884 (meters)    4514.05  (feet)  COMP
 CD0716  MODELED GRAV-     979,051.3   (mgal)                       NAVD 88
 CD0716
 CD0716  VERT ORDER  -  FIRST     CLASS I
 CD0716
 CD0716.The horizontal coordinates were scaled from a topographic map and have
 CD0716.an estimated accuracy of +/- 6 seconds.
 CD0716
 CD0716.The orthometric height was determined by differential leveling
 CD0716.and adjusted by the National Geodetic Survey in June 1991..
 CD0716
 CD0716.The geoid height was determined by GEOID03.
 CD0716
 CD0716.The dynamic height is computed by dividing the NAVD 88
 CD0716.geopotential number by the normal gravity value computed on the
 CD0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0716.degrees latitude (g = 980.6199 gals.).
 CD0716
 CD0716.The modeled gravity was interpolated from observed gravity values.
 CD0716
 CD0716;                    North         East    Units  Estimated Accuracy
 CD0716;SPC TX C     - 3,258,210.      288,030.      MT  (+/- 180 meters Scaled)
 CD0716
 CD0716                          SUPERSEDED SURVEY CONTROL
 CD0716
 CD0716  NGVD 29 (??/??/92) 1377.411  (m)         4519.06   (f) ADJ UNCH    1 1
 CD0716
 CD0716.Superseded values are not recommended for survey control.
 CD0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0716.See file dsdata.txt to determine how the superseded data were derived.
 CD0716
 CD0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER292319(NAD 83)
 CD0716_MARKER: DB = BENCH MARK DISK
 CD0716_SETTING: 66 = SET IN ROCK OUTCROP
 CD0716_SP_SET: OUTCROP
 CD0716_STAMPING: K 1235 1977
 CD0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0716+STABILITY: POSITION/ELEVATION WELL
 CD0716
 CD0716  HISTORY     - Date     Condition        Report By
 CD0716  HISTORY     - 1977     MONUMENTED       NGS
 CD0716
 CD0716                          STATION DESCRIPTION
 CD0716
 CD0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0716'9.35 MI NE FROM PINE SPRINGS.
 CD0716'7.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0716'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.75
 CD0716'MILES SOUTHEAST ALONG A GRADED DIRT ROAD LEADING TO THE D RANCH,
 CD0716'SET IN THE TOP OF A ROCK OUTCROP ON A KNOLL NORTH OF A CURVE,
 CD0716'123 FT. EAST OF THE CENTER LINE OF THE ROAD, 158 FT.
 CD0716'NORTHWEST OF THE CENTER LINE OF A ROCKY ROAD LEADING NORTHEAST
 CD0716'TO SOME SMALL HILLS. NOTE- DISK IS 1 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0739 ***********************************************************************
 CD0739  DESIGNATION -  K 1236
 CD0739  PID         -  CD0739
 CD0739  STATE/COUNTY-  TX/HUDSPETH
 CD0739  USGS QUAD   -  PATTERSON HILLS (1973)
 CD0739
 CD0739                         *CURRENT SURVEY CONTROL
 CD0739  ___________________________________________________________________
 CD0739* NAD 83(1986)-  31 45 14.     (N)    104 59 30.     (W)     SCALED    
 CD0739* NAVD 88     -      1100.740  (meters)    3611.34   (feet)  ADJUSTED  
 CD0739  ___________________________________________________________________
 CD0739  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CD0739  DYNAMIC HT  -        1099.088 (meters)    3605.92  (feet)  COMP
 CD0739  MODELED GRAV-     979,101.2   (mgal)                       NAVD 88
 CD0739
 CD0739  VERT ORDER  -  FIRST     CLASS I
 CD0739
 CD0739.The horizontal coordinates were scaled from a topographic map and have
 CD0739.an estimated accuracy of +/- 6 seconds.
 CD0739
 CD0739.The orthometric height was determined by differential leveling
 CD0739.and adjusted by the National Geodetic Survey in June 1991..
 CD0739
 CD0739.The geoid height was determined by GEOID03.
 CD0739
 CD0739.The dynamic height is computed by dividing the NAVD 88
 CD0739.geopotential number by the normal gravity value computed on the
 CD0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0739.degrees latitude (g = 980.6199 gals.).
 CD0739
 CD0739.The modeled gravity was interpolated from observed gravity values.
 CD0739
 CD0739;                    North         East    Units  Estimated Accuracy
 CD0739;SPC TX C     - 3,240,630.      258,790.      MT  (+/- 180 meters Scaled)
 CD0739
 CD0739                          SUPERSEDED SURVEY CONTROL
 CD0739
 CD0739  NGVD 29 (??/??/92) 1100.207  (m)         3609.60   (f) ADJ UNCH    1 1
 CD0739
 CD0739.Superseded values are not recommended for survey control.
 CD0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0739.See file dsdata.txt to determine how the superseded data were derived.
 CD0739
 CD0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER007131(NAD 83)
 CD0739_MARKER: DB = BENCH MARK DISK
 CD0739_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0739_SP_SET: 20 FT.
 CD0739_STAMPING: K 1236 1977
 CD0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0739
 CD0739  HISTORY     - Date     Condition        Report By
 CD0739  HISTORY     - 1977     MONUMENTED       NGS
 CD0739
 CD0739                          STATION DESCRIPTION
 CD0739
 CD0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0739'18.05 MI SW FROM PINE SPRINGS.
 CD0739'18.05 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0739'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, SET IN THE SALT FLAT
 CD0739'LAKE BED, 149.5 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.5 FT.
 CD0739'WEST OF THE THIRD TELEPHONE POLE EAST OF THE WEST EDGE OF SALT FLAT
 CD0739'LAKE BED, DISK IS 0.5 FT. BELOW GROUND LEVEL ACCESS TO WHICH IS HAD
 CD0739'THROUGH A 4-INCH PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0572 ***********************************************************************
 AW0572  DESIGNATION -  K 1237
 AW0572  PID         -  AW0572
 AW0572  STATE/COUNTY-  TX/GALVESTON
 AW0572  USGS QUAD   -  GALVESTON (1994)
 AW0572
 AW0572                         *CURRENT SURVEY CONTROL
 AW0572  ___________________________________________________________________
 AW0572* NAD 83(1986)-  29 19 12.     (N)    094 46 12.     (W)     SCALED    
 AW0572* NAVD 88     -         2.303  (meters)       7.56   (feet)  ADJUSTED  
 AW0572  ___________________________________________________________________
 AW0572  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AW0572  DYNAMIC HT  -           2.300 (meters)       7.55  (feet)  COMP
 AW0572  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 AW0572
 AW0572  VERT ORDER  -  FIRST     CLASS I
 AW0572
 AW0572.The horizontal coordinates were scaled from a topographic map and have
 AW0572.an estimated accuracy of +/- 6 seconds.
 AW0572
 AW0572.The orthometric height was determined by differential leveling
 AW0572.and adjusted by the National Geodetic Survey in June 1991..
 AW0572
 AW0572.The geoid height was determined by GEOID03.
 AW0572
 AW0572.The dynamic height is computed by dividing the NAVD 88
 AW0572.geopotential number by the normal gravity value computed on the
 AW0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0572.degrees latitude (g = 980.6199 gals.).
 AW0572
 AW0572.The modeled gravity was interpolated from observed gravity values.
 AW0572
 AW0572;                    North         East    Units  Estimated Accuracy
 AW0572;SPC TXSC     - 4,172,190.    1,010,750.      MT  (+/- 180 meters Scaled)
 AW0572
 AW0572                          SUPERSEDED SURVEY CONTROL
 AW0572
 AW0572  NGVD 29 (12/23/87)    2.300  (m)            7.55   (f) ADJUSTED    1 1
 AW0572
 AW0572.Superseded values are not recommended for survey control.
 AW0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0572.See file dsdata.txt to determine how the superseded data were derived.
 AW0572
 AW0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN281447(NAD 83)
 AW0572_MARKER: DB = BENCH MARK DISK
 AW0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0572_SP_SET: CONCRETE DRAIN
 AW0572_STAMPING: K 1237 1978
 AW0572_MARK LOGO: NGS   
 AW0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0572
 AW0572  HISTORY     - Date     Condition        Report By
 AW0572  HISTORY     - 1978     MONUMENTED       NGS
 AW0572  HISTORY     - 1987     GOOD             USPSQD
 AW0572  HISTORY     - 1987     GOOD             NGS
 AW0572  HISTORY     - 1988     GOOD             USPSQD
 AW0572  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0572  HISTORY     - 1989     GOOD             USPSQD
 AW0572  HISTORY     - 1989     GOOD             USPSQD
 AW0572  HISTORY     - 1989     GOOD             USPSQD
 AW0572  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0572  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0572  HISTORY     - 19910406 MARK NOT FOUND   USPSQD
 AW0572  HISTORY     - 20031210 MARK NOT FOUND   USPSQD
 AW0572  HISTORY     - 20041215 MARK NOT FOUND   USPSQD
 AW0572
 AW0572                          STATION DESCRIPTION
 AW0572
 AW0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0572'IN GALVESTON.
 AW0572'LOCATED AT THE JUNCTION OF FERRY ROAD (STATE HIGHWAY 87) AND
 AW0572'ALBACORE AVENUE, 0.8 MILE SOUTH SOUTHEAST ALONG FERRY ROAD FROM
 AW0572'THE STATE 87 FREE FERRY LANDING AT GALVESTON, SET IN THE TOP OF
 AW0572'THE NORTHWEST CORNER OF A 5 FT. CONCRETE DROP INLET CULVERT, 35
 AW0572'FT. EAST OF THE CENTERLINE OF FERRY ROAD, 33 FT. NORTH OF THE
 AW0572'EXTENDED CENTERLINE OF ALBACORE AVENUE, 66 FT. SOUTH OF A FERRY
 AW0572'LANDING SIGN, 24 FT. NORTH OF A FIRE HYDRANT, 67 FT. SOUTH OF A
 AW0572'POWERLINE POLE WITH A STREET LIGHT ATTACHED AND 58 FT. SOUTHEAST
 AW0572'OF A 24 INCH PALM TREE.
 AW0572
 AW0572                          STATION RECOVERY (1987)
 AW0572
 AW0572'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0572'RECOVERED IN GOOD CONDITION.
 AW0572
 AW0572                          STATION RECOVERY (1987)
 AW0572
 AW0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0572'RECOVERED IN GOOD CONDITION.
 AW0572
 AW0572                          STATION RECOVERY (1988)
 AW0572
 AW0572'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0572'RECOVERED IN GOOD CONDITION.
 AW0572
 AW0572                          STATION RECOVERY (1989)
 AW0572
 AW0572'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW0572'MARK NOT FOUND.
 AW0572
 AW0572                          STATION RECOVERY (1989)
 AW0572
 AW0572'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW0572'RECOVERED IN GOOD CONDITION.
 AW0572
 AW0572                          STATION RECOVERY (1989)
 AW0572
 AW0572'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW0572'RECOVERED IN GOOD CONDITION.
 AW0572
 AW0572                          STATION RECOVERY (1989)
 AW0572
 AW0572'RECOVERY NOTE BY US POWER SQUADRON 1989 (WJP)
 AW0572'RECOVERED IN GOOD CONDITION.
 AW0572
 AW0572                          STATION RECOVERY (1990)
 AW0572
 AW0572'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0572'MARK NOT FOUND.
 AW0572
 AW0572                          STATION RECOVERY (1990)
 AW0572
 AW0572'RECOVERY NOTE BY US POWER SQUADRON 1990 (PSM)
 AW0572'MARK NOT FOUND.
 AW0572
 AW0572                          STATION RECOVERY (1991)
 AW0572
 AW0572'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0572'MARK NOT FOUND.
 AW0572
 AW0572                          STATION RECOVERY (2003)
 AW0572
 AW0572'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0572'MARK NOT FOUND.
 AW0572
 AW0572                          STATION RECOVERY (2004)
 AW0572
 AW0572'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1662 ***********************************************************************
 AN1662  DESIGNATION -  K 124
 AN1662  PID         -  AN1662
 AN1662  STATE/COUNTY-  TX/DE WITT
 AN1662  USGS QUAD   -  YORKTOWN WEST (1987)
 AN1662
 AN1662                         *CURRENT SURVEY CONTROL
 AN1662  ___________________________________________________________________
 AN1662* NAD 83(1986)-  28 58 51.     (N)    097 30 17.     (W)     SCALED    
 AN1662* NAVD 88     -        82.95   (+/-2cm)     272.1    (feet)  VERTCON   
 AN1662  ___________________________________________________________________
 AN1662  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN1662
 AN1662  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1662
 AN1662.The horizontal coordinates were scaled from a topographic map and have
 AN1662.an estimated accuracy of +/- 6 seconds.
 AN1662
 AN1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1662.The vertical order pertains to the NGVD 29 superseded value.
 AN1662
 AN1662.The geoid height was determined by GEOID03.
 AN1662
 AN1662;                    North         East    Units  Estimated Accuracy
 AN1662;SPC TXSC     - 4,128,110.      745,700.      MT  (+/- 180 meters Scaled)
 AN1662
 AN1662                          SUPERSEDED SURVEY CONTROL
 AN1662
 AN1662  NGVD 29 (??/??/92)   82.95   (m)          272.1    (f) COMPUTED    2 0
 AN1662
 AN1662.Superseded values are not recommended for survey control.
 AN1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1662.See file dsdata.txt to determine how the superseded data were derived.
 AN1662
 AN1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT456067(NAD 83)
 AN1662_MARKER: DB = BENCH MARK DISK
 AN1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1662_SP_SET: WALK
 AN1662_STAMPING: K 124 1933
 AN1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1662
 AN1662  HISTORY     - Date     Condition        Report By
 AN1662  HISTORY     - 1933     MONUMENTED       CGS
 AN1662
 AN1662                          STATION DESCRIPTION
 AN1662
 AN1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1662'IN YORKTOWN.
 AN1662'AT YORKTOWN, DE WITT COUNTY, ON STATE HIGHWAY 72, 0.1 MILE SOUTHWEST
 AN1662'OF THE FIRST NATIONAL BANK, AT A LARGE CONCRETE BRIDGE OVER COLETO
 AN1662'CREEK, IN THE TOP OF THE NORTHEAST END OF THE CONCRETE WALK, 15.9 FEET
 AN1662'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT SOUTH OF THE
 AN1662'NORTH CORNER OF THE WALK, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 AN1662'A STANDARD DISK, STAMPED K 124 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1663 ***********************************************************************
 AN1663  DESIGNATION -  K 124 RESET 1962
 AN1663  PID         -  AN1663
 AN1663  STATE/COUNTY-  TX/DE WITT
 AN1663  USGS QUAD   -  YORKTOWN WEST (1987)
 AN1663
 AN1663                         *CURRENT SURVEY CONTROL
 AN1663  ___________________________________________________________________
 AN1663* NAD 83(1986)-  28 58 51.     (N)    097 30 18.     (W)     SCALED    
 AN1663* NAVD 88     -        82.89   (+/-2cm)     271.9    (feet)  VERTCON   
 AN1663  ___________________________________________________________________
 AN1663  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN1663
 AN1663  VERT ORDER  -  THIRD (See Below)
 AN1663
 AN1663.The horizontal coordinates were scaled from a topographic map and have
 AN1663.an estimated accuracy of +/- 6 seconds.
 AN1663
 AN1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1663.The vertical order pertains to the NGVD 29 superseded value.
 AN1663
 AN1663.The geoid height was determined by GEOID03.
 AN1663
 AN1663;                    North         East    Units  Estimated Accuracy
 AN1663;SPC TXSC     - 4,128,110.      745,680.      MT  (+/- 180 meters Scaled)
 AN1663
 AN1663                          SUPERSEDED SURVEY CONTROL
 AN1663
 AN1663  NGVD 29 (??/??/??)   82.89   (m)          271.9    (f) RESET       3  
 AN1663
 AN1663.Superseded values are not recommended for survey control.
 AN1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1663.See file dsdata.txt to determine how the superseded data were derived.
 AN1663
 AN1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT456067(NAD 83)
 AN1663_MARKER: DB = BENCH MARK DISK
 AN1663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1663_SP_SET: BRIDGE
 AN1663_STAMPING: K 124 RESET 1962
 AN1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1663
 AN1663  HISTORY     - Date     Condition        Report By
 AN1663  HISTORY     - 1962     MONUMENTED       TXHD
 AN1663
 AN1663                          STATION DESCRIPTION
 AN1663
 AN1663'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1962
 AN1663'IN YORKTOWN.
 AN1663'AT YORKTOWN, DE WITT COUNTY, ON STATE HIGHWAY 72, 0.1 MILE SOUTHWEST
 AN1663'OF THE FIRST NATIONAL BANK, AT A LARGE CONCRETE BRIDGE OVER COLETO
 AN1663'CREEK, IN THE TOP OF THE NORTHEAST END OF THE CONCRETE WALK, 32.2 FEET
 AN1663'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22.8 FEET SOUTHWEST OF THE
 AN1663'NORTHEAST END OF THE NORTHEAST WINGWALL, AND ABOUT 1.0 FOOT HIGHER
 AN1663'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 124 RESET 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1553 ***********************************************************************
 AW1553  DESIGNATION -  K 1241
 AW1553  PID         -  AW1553
 AW1553  STATE/COUNTY-  TX/HARRIS
 AW1553  USGS QUAD   -  MORGANS POINT (1993)
 AW1553
 AW1553                         *CURRENT SURVEY CONTROL
 AW1553  ___________________________________________________________________
 AW1553* NAD 83(1986)-  29 40 39.     (N)    094 59 37.     (W)     SCALED    
 AW1553* NAVD 88     -         6.237  (meters)      20.46   (feet)  ADJUSTED  
 AW1553  ___________________________________________________________________
 AW1553  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1553  DYNAMIC HT  -           6.228 (meters)      20.43  (feet)  COMP
 AW1553  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 AW1553
 AW1553  VERT ORDER  -  FIRST     CLASS II
 AW1553
 AW1553.The horizontal coordinates were scaled from a topographic map and have
 AW1553.an estimated accuracy of +/- 6 seconds.
 AW1553
 AW1553.The orthometric height was determined by differential leveling
 AW1553.and adjusted by the National Geodetic Survey in June 1991..
 AW1553
 AW1553.The geoid height was determined by GEOID03.
 AW1553
 AW1553.The dynamic height is computed by dividing the NAVD 88
 AW1553.geopotential number by the normal gravity value computed on the
 AW1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1553.degrees latitude (g = 980.6199 gals.).
 AW1553
 AW1553.The modeled gravity was interpolated from observed gravity values.
 AW1553
 AW1553;                    North         East    Units  Estimated Accuracy
 AW1553;SPC TXSC     - 4,211,030.      987,680.      MT  (+/- 180 meters Scaled)
 AW1553
 AW1553                          SUPERSEDED SURVEY CONTROL
 AW1553
 AW1553  NGVD 29 (12/23/87)    6.234  (m)           20.45   (f) ADJUSTED    1 2
 AW1553
 AW1553.Superseded values are not recommended for survey control.
 AW1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1553.See file dsdata.txt to determine how the superseded data were derived.
 AW1553
 AW1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN070847(NAD 83)
 AW1553_MARKER: DB = BENCH MARK DISK
 AW1553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1553_SP_SET: CATCH BASIN
 AW1553_STAMPING: K 1241 1978
 AW1553_MARK LOGO: NGS   
 AW1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1553+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW1553
 AW1553  HISTORY     - Date     Condition        Report By
 AW1553  HISTORY     - 1978     MONUMENTED       NGS
 AW1553  HISTORY     - 1983     GOOD             NGS
 AW1553  HISTORY     - 1987     GOOD             USPSQD
 AW1553  HISTORY     - 1987     GOOD             NGS
 AW1553  HISTORY     - 19940219 GOOD             USPSQD
 AW1553  HISTORY     - 20020308 GOOD             USPSQD
 AW1553  HISTORY     - 20020311 GOOD             USPSQD
 AW1553  HISTORY     - 20031126 GOOD             USPSQD
 AW1553  HISTORY     - 20050117 GOOD             USPSQD
 AW1553
 AW1553                          STATION DESCRIPTION
 AW1553
 AW1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1553'1.8 MI NE FROM LA PORTE.
 AW1553'ABOUT 1.8 MILES NORTHEAST ALONG EAST MAIN STREET, FROM THE
 AW1553'INTERSECTION OF EAST MAIN STREET, BROADWAY AND SAN JACINTO AVENUE
 AW1553'AT LA PORTE, SET IN THE NORTHWEST CORNER OF THE EAST CATCH BASIN
 AW1553'OF MAPLE STREET SOUTH, 75 FEET SOUTH OF THE CENTERLINE OF EAST
 AW1553'MAIN STREET, 33 FEET NORTHWEST OF A 36 INCH OAK TREE, 16 FEET EAST
 AW1553'OF CENTERLINE OF SOUTH MAPLE STREET, AND 15 FEET SOUTH-SOUTHWEST
 AW1553'OF A POWER POLE.
 AW1553
 AW1553                          STATION RECOVERY (1983)
 AW1553
 AW1553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1553'RECOVERED IN GOOD CONDITION.
 AW1553
 AW1553                          STATION RECOVERY (1987)
 AW1553
 AW1553'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1553'RECOVERED IN GOOD CONDITION.
 AW1553
 AW1553                          STATION RECOVERY (1987)
 AW1553
 AW1553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1553'RECOVERED IN GOOD CONDITION.
 AW1553
 AW1553                          STATION RECOVERY (1994)
 AW1553
 AW1553'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1553'RECOVERED IN GOOD CONDITION.
 AW1553
 AW1553                          STATION RECOVERY (2002)
 AW1553
 AW1553'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1553'RECOVERED IN GOOD CONDITION.
 AW1553
 AW1553                          STATION RECOVERY (2002)
 AW1553
 AW1553'RECOVERY NOTE BY US POWER SQUADRON 2002 (GCM)
 AW1553'RECOVERED IN GOOD CONDITION.
 AW1553
 AW1553                          STATION RECOVERY (2003)
 AW1553
 AW1553'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1553'RECOVERED IN GOOD CONDITION.
 AW1553
 AW1553                          STATION RECOVERY (2005)
 AW1553
 AW1553'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1354 ***********************************************************************
 AW1354  DESIGNATION -  K 1242
 AW1354  PID         -  AW1354
 AW1354  STATE/COUNTY-  TX/GALVESTON
 AW1354  USGS QUAD   -  FLAKE (1994)
 AW1354
 AW1354                         *CURRENT SURVEY CONTROL
 AW1354  ___________________________________________________________________
 AW1354* NAD 83(1986)-  29 26 54.     (N)    094 39 25.     (W)     SCALED    
 AW1354* NAVD 88     -         2.04   (+/-2cm)       6.7    (feet)  VERTCON   
 AW1354  ___________________________________________________________________
 AW1354  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW1354
 AW1354  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1354
 AW1354.The horizontal coordinates were scaled from a topographic map and have
 AW1354.an estimated accuracy of +/- 6 seconds.
 AW1354
 AW1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1354.The vertical order pertains to the NGVD 29 superseded value.
 AW1354
 AW1354.The geoid height was determined by GEOID03.
 AW1354
 AW1354;                    North         East    Units  Estimated Accuracy
 AW1354;SPC TXSC     - 4,186,810.    1,021,190.      MT  (+/- 180 meters Scaled)
 AW1354
 AW1354                          SUPERSEDED SURVEY CONTROL
 AW1354
 AW1354  NGVD 29 (??/??/92)    2.045  (m)            6.71   (f) ADJ UNCH    1 2
 AW1354
 AW1354.Superseded values are not recommended for survey control.
 AW1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1354.See file dsdata.txt to determine how the superseded data were derived.
 AW1354
 AW1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN393588(NAD 83)
 AW1354_MARKER: DB = BENCH MARK DISK
 AW1354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1354_SP_SET: HEADWALL
 AW1354_STAMPING: K 1242 1978
 AW1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1354
 AW1354  HISTORY     - Date     Condition        Report By
 AW1354  HISTORY     - 1978     MONUMENTED       NGS
 AW1354  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1354  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1354  HISTORY     - 19990511 MARK NOT FOUND   USPSQD
 AW1354  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 AW1354  HISTORY     - 20020708 MARK NOT FOUND   USPSQD
 AW1354  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW1354
 AW1354                          STATION DESCRIPTION
 AW1354
 AW1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1354'9.6 MI NE FROM PORT BOLIVAR.
 AW1354'ABOUT 9.6 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM THE FERRY
 AW1354'LANDING AT PORT BOLIVAR, SET IN THE CENTER OF A HEADWALL OF
 AW1354'A 4X21 FOOT THREE PIPE CULVERT, 96 FEET SOUTH-SOUTHWEST OF CENTERLINE
 AW1354'OF SURFVIEW BOULVARD, 75 FEET SOUTHWEST OF POLE NUMBER 3 100 50A,
 AW1354'42 FEET NORTHWEST OF POWER POLE NUMBER 175 349, AND 30 FEET EAST
 AW1354'OF CENTERLINE OF HIGHWAY.
 AW1354
 AW1354                          STATION RECOVERY (1989)
 AW1354
 AW1354'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW1354'MARK NOT FOUND.
 AW1354
 AW1354                          STATION RECOVERY (1990)
 AW1354
 AW1354'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1354'MARK NOT FOUND.
 AW1354
 AW1354                          STATION RECOVERY (1999)
 AW1354
 AW1354'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1354'MARK NOT FOUND.
 AW1354
 AW1354                          STATION RECOVERY (2001)
 AW1354
 AW1354'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1354'MARK NOT FOUND.
 AW1354
 AW1354                          STATION RECOVERY (2002)
 AW1354
 AW1354'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1354'MARK NOT FOUND.
 AW1354
 AW1354                          STATION RECOVERY (2004)
 AW1354
 AW1354'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1421 ***********************************************************************
 AW1421  DESIGNATION -  K 1243
 AW1421  PID         -  AW1421
 AW1421  STATE/COUNTY-  TX/CHAMBERS
 AW1421  USGS QUAD   -  OYSTER BAYOU (1994)
 AW1421
 AW1421                         *CURRENT SURVEY CONTROL
 AW1421  ___________________________________________________________________
 AW1421* NAD 83(1986)-  29 40 20.     (N)    094 35 29.     (W)     SCALED    
 AW1421* NAVD 88     -         2.98   (+/-2cm)       9.8    (feet)  VERTCON   
 AW1421  ___________________________________________________________________
 AW1421  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1421
 AW1421  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1421
 AW1421.The horizontal coordinates were scaled from a topographic map and have
 AW1421.an estimated accuracy of +/- 6 seconds.
 AW1421
 AW1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1421.The vertical order pertains to the NGVD 29 superseded value.
 AW1421
 AW1421.The geoid height was determined by GEOID03.
 AW1421
 AW1421;                    North         East    Units  Estimated Accuracy
 AW1421;SPC TXSC     - 4,211,840.    1,026,610.      MT  (+/- 180 meters Scaled)
 AW1421
 AW1421                          SUPERSEDED SURVEY CONTROL
 AW1421
 AW1421  NGVD 29 (??/??/92)    2.982  (m)            9.78   (f) ADJ UNCH    1 2
 AW1421
 AW1421.Superseded values are not recommended for survey control.
 AW1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1421.See file dsdata.txt to determine how the superseded data were derived.
 AW1421
 AW1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN460835(NAD 83)
 AW1421_MARKER: DB = BENCH MARK DISK
 AW1421_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1421_SP_SET: GALVANIZED STEEL ROD
 AW1421_STAMPING: K 1243 1978
 AW1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1421+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 AW1421
 AW1421  HISTORY     - Date     Condition        Report By
 AW1421  HISTORY     - 1978     MONUMENTED       NGS
 AW1421  HISTORY     - 19970510 GOOD             USPSQD
 AW1421  HISTORY     - 20010331 GOOD             NGS
 AW1421  HISTORY     - 20040308 GOOD             USPSQD
 AW1421
 AW1421                          STATION DESCRIPTION
 AW1421
 AW1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1421'12.9 MI SE FROM ANAHUAC.
 AW1421'ABOUT 0.1 MILE EAST ALONG MILLER STREET FROM THE COURTHOUSE AT
 AW1421'ANAHUAC, THENCE 7.4 MILES SOUTH ALONG FARM ROAD 564, THENCE 3.1
 AW1421'MILES EAST ALONG A PAVED ROAD, THENCE ABOUT 1.0 MILE SOUTHEAST
 AW1421'ALONG FARM ROAD 562, THENCE ABOUT 1.3 MILES SOUTHEAST ALONG
 AW1421'FARM ROAD 1985, 54 FEET SOUTHWEST OF CENTERLINE OF ROAD, 4 FEET
 AW1421'NORTH OF A FENCE, AND 3 FEET NORTHWEST OF A POWER POLE NUMBER
 AW1421'1607.
 AW1421
 AW1421                          STATION RECOVERY (1997)
 AW1421
 AW1421'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1421'RECOVERED IN GOOD CONDITION.
 AW1421
 AW1421                          STATION RECOVERY (2001)
 AW1421
 AW1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1421'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1421
 AW1421                          STATION RECOVERY (2004)
 AW1421
 AW1421'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1421'GO TO N29 40 32.8 W094 35 03.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1743 ***********************************************************************
 AW1743  DESIGNATION -  K 1244
 AW1743  PID         -  AW1743
 AW1743  STATE/COUNTY-  TX/HARRIS
 AW1743  USGS QUAD   -  LA PORTE (1982)
 AW1743
 AW1743                         *CURRENT SURVEY CONTROL
 AW1743  ___________________________________________________________________
 AW1743* NAD 83(1986)-  29 40 23.     (N)    095 02 47.     (W)     SCALED    
 AW1743* NAVD 88     -         7.504  (meters)      24.62   (feet)  ADJUSTED  
 AW1743  ___________________________________________________________________
 AW1743  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AW1743  DYNAMIC HT  -           7.494 (meters)      24.59  (feet)  COMP
 AW1743  MODELED GRAV-     979,280.2   (mgal)                       NAVD 88
 AW1743
 AW1743  VERT ORDER  -  FIRST     CLASS II
 AW1743
 AW1743.The horizontal coordinates were scaled from a topographic map and have
 AW1743.an estimated accuracy of +/- 6 seconds.
 AW1743
 AW1743.The orthometric height was determined by differential leveling
 AW1743.and adjusted by the National Geodetic Survey in June 1991..
 AW1743
 AW1743.The geoid height was determined by GEOID03.
 AW1743
 AW1743.The dynamic height is computed by dividing the NAVD 88
 AW1743.geopotential number by the normal gravity value computed on the
 AW1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1743.degrees latitude (g = 980.6199 gals.).
 AW1743
 AW1743.The modeled gravity was interpolated from observed gravity values.
 AW1743
 AW1743;                    North         East    Units  Estimated Accuracy
 AW1743;SPC TXSC     - 4,210,360.      982,600.      MT  (+/- 180 meters Scaled)
 AW1743
 AW1743                          SUPERSEDED SURVEY CONTROL
 AW1743
 AW1743  NGVD 29 (12/23/87)    7.501  (m)           24.61   (f) ADJUSTED    1 2
 AW1743
 AW1743.Superseded values are not recommended for survey control.
 AW1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1743.See file dsdata.txt to determine how the superseded data were derived.
 AW1743
 AW1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN019843(NAD 83)
 AW1743_MARKER: DB = BENCH MARK DISK
 AW1743_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1743_SP_SET: CONCRETE GUARDRAIL
 AW1743_STAMPING: K 1244 1978
 AW1743_MARK LOGO: NGS   
 AW1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1743+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW1743
 AW1743  HISTORY     - Date     Condition        Report By
 AW1743  HISTORY     - 1978     MONUMENTED       NGS
 AW1743  HISTORY     - 1986     GOOD             NGS
 AW1743  HISTORY     - 1987     GOOD             USPSQD
 AW1743  HISTORY     - 1989     GOOD             USPSQD
 AW1743  HISTORY     - 1989     GOOD             USPSQD
 AW1743  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 AW1743  HISTORY     - 20010331 GOOD             NGS
 AW1743  HISTORY     - 20050117 GOOD             USPSQD
 AW1743
 AW1743                          STATION DESCRIPTION
 AW1743
 AW1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1743'2.6 MI NW FROM LA PORTE.
 AW1743'ABOUT 1.2 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE NEW
 AW1743'ELEMENTARY SCHOOL IN LAPORTE, THENCE 1.0 MILE WEST ALONG SPENCER
 AW1743'HIGHWAY, AND THENCE 0.5 MILE NORTH ALONG SENS ROAD.  SET IN TOP
 AW1743'CENTER OF THE SOUTH EAST POST OF CONCRETE GUARD RAIL, 81 FEET
 AW1743'NORTHWEST AND ACROSS A FIELD ROAD FROM POWER POLE NUMBER 2507,
 AW1743'69 FEET NORTH OF THE CENTERLINE OF A FIELD ROAD WITH A WINDMILL,
 AW1743'AND 15 FEET EAST OF THE CENTERLINE OF SENS ROAD.
 AW1743
 AW1743                          STATION RECOVERY (1986)
 AW1743
 AW1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1743'RECOVERED IN GOOD CONDITION.
 AW1743
 AW1743                          STATION RECOVERY (1987)
 AW1743
 AW1743'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1743'RECOVERED IN GOOD CONDITION.
 AW1743
 AW1743                          STATION RECOVERY (1989)
 AW1743
 AW1743'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1743'RECOVERED IN GOOD CONDITION.
 AW1743
 AW1743                          STATION RECOVERY (1989)
 AW1743
 AW1743'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1743'RECOVERED IN GOOD CONDITION.
 AW1743
 AW1743                          STATION RECOVERY (1997)
 AW1743
 AW1743'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1743'MARK NOT FOUND.
 AW1743
 AW1743                          STATION RECOVERY (2001)
 AW1743
 AW1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1743'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1743
 AW1743                          STATION RECOVERY (2005)
 AW1743
 AW1743'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1305 ***********************************************************************
 AW1305  DESIGNATION -  K 1245
 AW1305  PID         -  AW1305
 AW1305  STATE/COUNTY-  TX/GALVESTON
 AW1305  USGS QUAD   -  DICKINSON (1997)
 AW1305
 AW1305                         *CURRENT SURVEY CONTROL
 AW1305  ___________________________________________________________________
 AW1305* NAD 83(1986)-  29 27 54.     (N)    095 01 58.     (W)     SCALED    
 AW1305* NAVD 88     -         3.680  (meters)      12.07   (feet)  ADJUSTED  
 AW1305  ___________________________________________________________________
 AW1305  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1305  DYNAMIC HT  -           3.675 (meters)      12.06  (feet)  COMP
 AW1305  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 AW1305
 AW1305  VERT ORDER  -  FIRST     CLASS II
 AW1305
 AW1305.The horizontal coordinates were scaled from a topographic map and have
 AW1305.an estimated accuracy of +/- 6 seconds.
 AW1305
 AW1305.The orthometric height was determined by differential leveling
 AW1305.and adjusted by the National Geodetic Survey in June 1991..
 AW1305
 AW1305.The geoid height was determined by GEOID03.
 AW1305
 AW1305.The dynamic height is computed by dividing the NAVD 88
 AW1305.geopotential number by the normal gravity value computed on the
 AW1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1305.degrees latitude (g = 980.6199 gals.).
 AW1305
 AW1305.The modeled gravity was interpolated from observed gravity values.
 AW1305
 AW1305;                    North         East    Units  Estimated Accuracy
 AW1305;SPC TXSC     - 4,187,360.      984,690.      MT  (+/- 180 meters Scaled)
 AW1305
 AW1305                          SUPERSEDED SURVEY CONTROL
 AW1305
 AW1305  NGVD 29 (12/23/87)    3.676  (m)           12.06   (f) ADJUSTED    1 2
 AW1305
 AW1305.Superseded values are not recommended for survey control.
 AW1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1305.See file dsdata.txt to determine how the superseded data were derived.
 AW1305
 AW1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN028612(NAD 83)
 AW1305_MARKER: DB = BENCH MARK DISK
 AW1305_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1305_SP_SET: HEADWALL
 AW1305_STAMPING: K 1245 1978
 AW1305_MARK LOGO: NGS   
 AW1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1305+STABILITY: SURFACE MOTION
 AW1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1305+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AW1305
 AW1305  HISTORY     - Date     Condition        Report By
 AW1305  HISTORY     - 1978     MONUMENTED       NGS
 AW1305  HISTORY     - 1987     GOOD             NGS
 AW1305  HISTORY     - 1989     GOOD             USPSQD
 AW1305  HISTORY     - 1989     GOOD             USPSQD
 AW1305  HISTORY     - 1989     GOOD             USPSQD
 AW1305  HISTORY     - 1989     GOOD             USPSQD
 AW1305  HISTORY     - 1989     GOOD             USPSQD
 AW1305  HISTORY     - 1989     GOOD             USPSQD
 AW1305  HISTORY     - 1989     GOOD             USPSQD
 AW1305  HISTORY     - 1990     GOOD             USPSQD
 AW1305  HISTORY     - 1991     GOOD             USPSQD
 AW1305  HISTORY     - 19990410 GOOD             USPSQD
 AW1305  HISTORY     - 20030531 MARK NOT FOUND   USPSQD
 AW1305  HISTORY     - 20040628 GOOD             USPSQD
 AW1305
 AW1305                          STATION DESCRIPTION
 AW1305
 AW1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1305'1.3 MI EAST FROM DICKINSON.
 AW1305'ABOUT 1.3 MILES EAST ALONG FARM ROAD 517 FROM THE JUNCTION OF STATE
 AW1305'HIGHWAY 3 IN DICKINSON.  SET IN THE WEST END OF A 4X15 FOOT CULVERT
 AW1305'UNDER FARM ROAD 517, AT ITS JUNCTION WITH BAKER ROAD, 60 FEET WEST
 AW1305'OF THE CENTERLINE OF BAKER ROAD, 30 FEET SOUTHWEST OF THE SOUTHEAST
 AW1305'CORNER OF GENERAL TELEPHONE COMPANY PARKING LOT, 24 FEET SOUTHWEST
 AW1305'OF POWER POLE NUMBER F555-65A, AND 21 FEET NORTH OF THE CENTERLINE
 AW1305'OF THE FARM ROAD.
 AW1305
 AW1305                          STATION RECOVERY (1987)
 AW1305
 AW1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1305'RECOVERED IN GOOD CONDITION.
 AW1305
 AW1305                          STATION RECOVERY (1989)
 AW1305
 AW1305'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1305'RECOVERED IN GOOD CONDITION.
 AW1305
 AW1305                          STATION RECOVERY (1989)
 AW1305
 AW1305'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1305'RECOVERED IN GOOD CONDITION.
 AW1305
 AW1305                          STATION RECOVERY (1989)
 AW1305
 AW1305'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1305'RECOVERED IN GOOD CONDITION.
 AW1305
 AW1305                          STATION RECOVERY (1989)
 AW1305
 AW1305'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1305'RECOVERED IN GOOD CONDITION.
 AW1305
 AW1305                          STATION RECOVERY (1989)
 AW1305
 AW1305'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1305'RECOVERED IN GOOD CONDITION.
 AW1305
 AW1305                          STATION RECOVERY (1989)
 AW1305
 AW1305'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1305'RECOVERED IN GOOD CONDITION.
 AW1305
 AW1305                          STATION RECOVERY (1989)
 AW1305
 AW1305'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1305'RECOVERED IN GOOD CONDITION.
 AW1305
 AW1305                          STATION RECOVERY (1990)
 AW1305
 AW1305'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1305'RECOVERED IN GOOD CONDITION.
 AW1305
 AW1305                          STATION RECOVERY (1991)
 AW1305
 AW1305'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1305'RECOVERED IN GOOD CONDITION.
 AW1305
 AW1305                          STATION RECOVERY (1999)
 AW1305
 AW1305'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1305'RECOVERED IN GOOD CONDITION.
 AW1305
 AW1305                          STATION RECOVERY (2003)
 AW1305
 AW1305'RECOVERY NOTE BY US POWER SQUADRON 2003 (KA)
 AW1305'MARK NOT FOUND.
 AW1305
 AW1305                          STATION RECOVERY (2004)
 AW1305
 AW1305'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1134 ***********************************************************************
 AW1134  DESIGNATION -  K 1246
 AW1134  PID         -  AW1134
 AW1134  STATE/COUNTY-  TX/HARRIS
 AW1134  USGS QUAD   -  PARK PLACE (1995)
 AW1134
 AW1134                         *CURRENT SURVEY CONTROL
 AW1134  ___________________________________________________________________
 AW1134* NAD 83(1986)-  29 44 11.     (N)    095 18 40.     (W)     SCALED    
 AW1134* NAVD 88     -        10.760  (meters)      35.30   (feet)  ADJUSTED  
 AW1134  ___________________________________________________________________
 AW1134  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW1134  DYNAMIC HT  -          10.746 (meters)      35.26  (feet)  COMP
 AW1134  MODELED GRAV-     979,284.1   (mgal)                       NAVD 88
 AW1134
 AW1134  VERT ORDER  -  FIRST     CLASS II
 AW1134
 AW1134.The horizontal coordinates were scaled from a topographic map and have
 AW1134.an estimated accuracy of +/- 6 seconds.
 AW1134
 AW1134.The orthometric height was determined by differential leveling
 AW1134.and adjusted by the National Geodetic Survey in June 1991..
 AW1134
 AW1134.The geoid height was determined by GEOID03.
 AW1134
 AW1134.The dynamic height is computed by dividing the NAVD 88
 AW1134.geopotential number by the normal gravity value computed on the
 AW1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1134.degrees latitude (g = 980.6199 gals.).
 AW1134
 AW1134.The modeled gravity was interpolated from observed gravity values.
 AW1134
 AW1134;                    North         East    Units  Estimated Accuracy
 AW1134;SPC TXSC     - 4,216,540.      956,770.      MT  (+/- 180 meters Scaled)
 AW1134
 AW1134                          SUPERSEDED SURVEY CONTROL
 AW1134
 AW1134  NGVD 29 (12/23/87)   10.757  (m)           35.29   (f) ADJUSTED    1 2
 AW1134
 AW1134.Superseded values are not recommended for survey control.
 AW1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1134.See file dsdata.txt to determine how the superseded data were derived.
 AW1134
 AW1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN764918(NAD 83)
 AW1134_MARKER: DB = BENCH MARK DISK
 AW1134_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1134_SP_SET: STAINLESS STEEL ROD
 AW1134_STAMPING: K 1246 1978
 AW1134_MARK LOGO: NGS   
 AW1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1134+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW1134
 AW1134  HISTORY     - Date     Condition        Report By
 AW1134  HISTORY     - 1978     MONUMENTED       NGS
 AW1134  HISTORY     - 1983     GOOD             NGS
 AW1134  HISTORY     - 1987     GOOD             NGS
 AW1134  HISTORY     - 1989     GOOD             USPSQD
 AW1134  HISTORY     - 1989     GOOD             USPSQD
 AW1134  HISTORY     - 19950624 GOOD             USPSQD
 AW1134  HISTORY     - 20040510 GOOD             USPSQD
 AW1134  HISTORY     - 20050705 GOOD             USPSQD
 AW1134
 AW1134                          STATION DESCRIPTION
 AW1134
 AW1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1134'3.3 MI SE FROM HOUSTON.
 AW1134'0.75 MILE SOUTHEAST ALONG CONGRESS STREET FROM THE COUNTY COURTHOUSE
 AW1134'AT HOUSTON, AND THENCE 2.55 MILES SOUTHEAST ALONG THE GALVESTON,
 AW1134'HOUSTON AND HENDERSON RAILROAD, AT THE CROSSING OF 66TH STREET.  33
 AW1134'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 30 FEET
 AW1134'NORTHWEST OF THE CENTERLINE OF 66TH STREET, 12 FEET NORTHWEST OF A
 AW1134'POWER POLE, AND 2 FEET SOUTHWEST OF THE WEST ONE OF TWO TELEPHONE
 AW1134'POLES.
 AW1134
 AW1134                          STATION RECOVERY (1983)
 AW1134
 AW1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1134'RECOVERED IN GOOD CONDITION.
 AW1134
 AW1134                          STATION RECOVERY (1987)
 AW1134
 AW1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1134'RECOVERED IN GOOD CONDITION.
 AW1134
 AW1134                          STATION RECOVERY (1989)
 AW1134
 AW1134'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1134'RECOVERED IN GOOD CONDITION.
 AW1134
 AW1134                          STATION RECOVERY (1989)
 AW1134
 AW1134'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1134'RECOVERED IN GOOD CONDITION.
 AW1134
 AW1134                          STATION RECOVERY (1995)
 AW1134
 AW1134'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1134'RECOVERED IN GOOD CONDITION.
 AW1134
 AW1134                          STATION RECOVERY (2004)
 AW1134
 AW1134'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1134'RECOVERED IN GOOD CONDITION.
 AW1134
 AW1134                          STATION RECOVERY (2005)
 AW1134
 AW1134'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2417 ***********************************************************************
 AX2417  DESIGNATION -  K 1247
 AX2417  PID         -  AX2417
 AX2417  STATE/COUNTY-  TX/FAYETTE
 AX2417  USGS QUAD   -  LA GRANGE EAST (1981)
 AX2417
 AX2417                         *CURRENT SURVEY CONTROL
 AX2417  ___________________________________________________________________
 AX2417* NAD 83(1986)-  29 54 07.     (N)    096 49 20.     (W)     SCALED    
 AX2417* NAVD 88     -        84.181  (meters)     276.18   (feet)  ADJUSTED  
 AX2417  ___________________________________________________________________
 AX2417  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AX2417  DYNAMIC HT  -          84.065 (meters)     275.80  (feet)  COMP
 AX2417  MODELED GRAV-     979,262.6   (mgal)                       NAVD 88
 AX2417  OBS GRAVITY -     979,268.7   (mgal)                       GRAV_OBS
 AX2417
 AX2417  VERT ORDER  -  FIRST     CLASS I
 AX2417
 AX2417.The horizontal coordinates were scaled from a topographic map and have
 AX2417.an estimated accuracy of +/- 6 seconds.
 AX2417
 AX2417.The orthometric height was determined by differential leveling
 AX2417.and adjusted by the National Geodetic Survey in June 1991..
 AX2417
 AX2417.The geoid height was determined by GEOID03.
 AX2417
 AX2417.The dynamic height is computed by dividing the NAVD 88
 AX2417.geopotential number by the normal gravity value computed on the
 AX2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2417.degrees latitude (g = 980.6199 gals.).
 AX2417
 AX2417.The modeled gravity was interpolated from observed gravity values.
 AX2417.The observed gravity was obtained from relative gravimeter ties
 AX2417.to the IGSN71 gravity network.
 AX2417
 AX2417;                    North         East    Units  Estimated Accuracy
 AX2417;SPC TXSC     - 4,231,220.      810,300.      MT  (+/- 180 meters Scaled)
 AX2417
 AX2417                          SUPERSEDED SURVEY CONTROL
 AX2417
 AX2417  NGVD 29 (12/23/87)   84.136  (m)          276.04   (f) ADJUSTED    1 1
 AX2417
 AX2417.Superseded values are not recommended for survey control.
 AX2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2417.See file dsdata.txt to determine how the superseded data were derived.
 AX2417
 AX2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU102099(NAD 83)
 AX2417_MARKER: DB = BENCH MARK DISK
 AX2417_SETTING: 66 = SET IN ROCK OUTCROP
 AX2417_SP_SET: ROCK OUTCROP
 AX2417_STAMPING: K 1247 1978
 AX2417_MARK LOGO: NGS   
 AX2417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2417+STABILITY: POSITION/ELEVATION WELL
 AX2417
 AX2417  HISTORY     - Date     Condition        Report By
 AX2417  HISTORY     - 1978     MONUMENTED       NGS
 AX2417  HISTORY     - 1986     GOOD             NGS
 AX2417
 AX2417                          STATION DESCRIPTION
 AX2417
 AX2417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AX2417'3.5 MI EAST FROM LA GRANGE.
 AX2417'2.8 MILES EAST ALONG MISSOURI-KANSAS-TEXAS RAILROAD, AND THENCE 0.7
 AX2417'MILES SOUTHEAST ALONG STATE HIGHWAY 71, SET IN TOP OF A MASSIVE
 AX2417'PORTION OF EXPOSED SANDSTONE OUTCROP IN THE BOTTON OF BORROW DITCH,
 AX2417'300 FEET NORTHWEST OF DRIVEWAY TO MACHINE SHOP, 258 FEET NORTHWEST
 AX2417'OF BENCH MARK T 1223, 123 FEET SOUTHEAST OF BENCH MARK J 1247, 67 FEET
 AX2417'THE NORTHWEST END OF A 36 INCH CULVERT, 38 FEET NORTHEAST OF THE
 AX2417'CENTERLINE OF THE (PRESENT) HIGHWAY, AND 1.5 FEET NORTHWEST OF
 AX2417'WITNESS POST WHICH IS SET IN THE SAME OUTCROP.
 AX2417
 AX2417                          STATION RECOVERY (1986)
 AX2417
 AX2417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX2417'RECOVERED IN GOOD CONDITION.  THE 1978 DESCRIPTION IS ADEQUATE EXCEPT
 AX2417'THAT THE MACHINE SHOP REFERRED TO THEREIN IS NOW EMPIRE AUTO SALES.
 AX2417'THE MARK IS 0.18 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1815 ***********************************************************************
 BL1815  DESIGNATION -  K 1248
 BL1815  PID         -  BL1815
 BL1815  STATE/COUNTY-  TX/HARRIS
 BL1815  USGS QUAD   -  MOONSHINE HILL (1980)
 BL1815
 BL1815                         *CURRENT SURVEY CONTROL
 BL1815  ___________________________________________________________________
 BL1815* NAD 83(1986)-  30 00 21.     (N)    095 08 58.     (W)     SCALED    
 BL1815* NAVD 88     -        20.25   (+/-2cm)      66.4    (feet)  VERTCON   
 BL1815  ___________________________________________________________________
 BL1815  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1815
 BL1815  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1815
 BL1815.The horizontal coordinates were scaled from a topographic map and have
 BL1815.an estimated accuracy of +/- 6 seconds.
 BL1815
 BL1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1815.The vertical order pertains to the NGVD 29 superseded value.
 BL1815
 BL1815.The geoid height was determined by GEOID03.
 BL1815
 BL1815;                    North         East    Units  Estimated Accuracy
 BL1815;SPC TXSC     - 4,246,890.      971,410.      MT  (+/- 180 meters Scaled)
 BL1815
 BL1815                          SUPERSEDED SURVEY CONTROL
 BL1815
 BL1815  NGVD 29 (??/??/92)   20.250  (m)           66.44   (f) ADJ UNCH    1 2
 BL1815
 BL1815.Superseded values are not recommended for survey control.
 BL1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1815.See file dsdata.txt to determine how the superseded data were derived.
 BL1815
 BL1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP926213(NAD 83)
 BL1815_MARKER: DB = BENCH MARK DISK
 BL1815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1815_SP_SET: HEADWALL
 BL1815_STAMPING: K 1248 1978
 BL1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1815
 BL1815  HISTORY     - Date     Condition        Report By
 BL1815  HISTORY     - 1978     MONUMENTED       NGS
 BL1815  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1815
 BL1815                          STATION DESCRIPTION
 BL1815
 BL1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1815'3.8 MI WEST FROM HUFFMAN.
 BL1815'3.8 MILES WEST ALONG FARM ROAD 1960 FROM THE INTERSECTION OF
 BL1815'FARM ROAD 1960 AND FARM ROAD 2100 IN HUFFMAN.  SET IN TOP OF THE
 BL1815'NORTH EAST END OF THE NORTHWEST HEADWALL OF A 6X8 FOOT CULVERT
 BL1815'ABOUT 150 FEET SOUTHEAST OF SEVERAL LARGE WATER TANKS.  84 FEET
 BL1815'NORTHEAST OF CENTERLINE OF THE DRIVEWAY TO GULF COAST WASTE DISPOSAL
 BL1815'PLANT, 21 FEET NORTHWEST CENTERLINE OF FARM ROAD 1960 AND 1 FOOT
 BL1815'SOUTHWEST OF THE NORTHEAST END.
 BL1815
 BL1815                          STATION RECOVERY (1987)
 BL1815
 BL1815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1815'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0802 ***********************************************************************
 AW0802  DESIGNATION -  K 1249
 AW0802  PID         -  AW0802
 AW0802  STATE/COUNTY-  TX/HARRIS
 AW0802  USGS QUAD   -  HUMBLE (1995)
 AW0802
 AW0802                         *CURRENT SURVEY CONTROL
 AW0802  ___________________________________________________________________
 AW0802* NAD 83(1986)-  29 55 48.     (N)    095 20 49.     (W)     SCALED    
 AW0802* NAVD 88     -        22.622  (meters)      74.22   (feet)  ADJUSTED  
 AW0802  ___________________________________________________________________
 AW0802  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW0802  DYNAMIC HT  -          22.591 (meters)      74.12  (feet)  COMP
 AW0802  MODELED GRAV-     979,295.3   (mgal)                       NAVD 88
 AW0802
 AW0802  VERT ORDER  -  FIRST     CLASS II
 AW0802
 AW0802.The horizontal coordinates were scaled from a topographic map and have
 AW0802.an estimated accuracy of +/- 6 seconds.
 AW0802
 AW0802.The orthometric height was determined by differential leveling
 AW0802.and adjusted by the National Geodetic Survey in June 1991..
 AW0802
 AW0802.The geoid height was determined by GEOID03.
 AW0802
 AW0802.The dynamic height is computed by dividing the NAVD 88
 AW0802.geopotential number by the normal gravity value computed on the
 AW0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0802.degrees latitude (g = 980.6199 gals.).
 AW0802
 AW0802.The modeled gravity was interpolated from observed gravity values.
 AW0802
 AW0802;                    North         East    Units  Estimated Accuracy
 AW0802;SPC TXSC     - 4,237,880.      952,630.      MT  (+/- 180 meters Scaled)
 AW0802
 AW0802                          SUPERSEDED SURVEY CONTROL
 AW0802
 AW0802  NGVD 29 (12/23/87)   22.619  (m)           74.21   (f) ADJUSTED    1 2
 AW0802
 AW0802.Superseded values are not recommended for survey control.
 AW0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0802.See file dsdata.txt to determine how the superseded data were derived.
 AW0802
 AW0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP734133(NAD 83)
 AW0802_MARKER: DB = BENCH MARK DISK
 AW0802_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0802_SP_SET: GUARDRAIL
 AW0802_STAMPING: K 1249 1978
 AW0802_MARK LOGO: NGS   
 AW0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0802+STABILITY: SURFACE MOTION
 AW0802
 AW0802  HISTORY     - Date     Condition        Report By
 AW0802  HISTORY     - 1978     MONUMENTED       NGS
 AW0802  HISTORY     - 1987     GOOD             NGS
 AW0802  HISTORY     - 19941009 MARK NOT FOUND   NGS
 AW0802  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW0802
 AW0802                          STATION DESCRIPTION
 AW0802
 AW0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0802'0.5 MI EAST FROM ALDINE.
 AW0802'0.5 MILE EAST ALONG FARM ROAD 525 FROM THE HIGH SCHOOL AT ALDINE, SET
 AW0802'IN TOP OF THE EAST END OF THE SOUTH GUARD RAIL OF BRIDGE OVER GREENS
 AW0802'BAYOU, 16 FEET SOUTH OF THE CENTERLINE OF FARM ROAD 525, AND 1 FOOT
 AW0802'WEST OF THE EAST END.
 AW0802
 AW0802                          STATION RECOVERY (1987)
 AW0802
 AW0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0802'RECOVERED IN GOOD CONDITION.
 AW0802
 AW0802                          STATION RECOVERY (1994)
 AW0802
 AW0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW0802'SEARCHED FOR, NOT RECOVERED.
 AW0802
 AW0802                          STATION RECOVERY (2004)
 AW0802
 AW0802'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1468 ***********************************************************************
 AN1468  DESIGNATION -  K 125
 AN1468  PID         -  AN1468
 AN1468  STATE/COUNTY-  TX/BEE
 AN1468  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1468
 AN1468                         *CURRENT SURVEY CONTROL
 AN1468  ___________________________________________________________________
 AN1468* NAD 83(1986)-  28 24 09.     (N)    097 44 59.     (W)     SCALED    
 AN1468* NAVD 88     -        66.334  (meters)     217.63   (feet)  ADJUSTED  
 AN1468  ___________________________________________________________________
 AN1468  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN1468  DYNAMIC HT  -          66.235 (meters)     217.31  (feet)  COMP
 AN1468  MODELED GRAV-     979,152.5   (mgal)                       NAVD 88
 AN1468
 AN1468  VERT ORDER  -  FIRST     CLASS II
 AN1468
 AN1468.The horizontal coordinates were scaled from a topographic map and have
 AN1468.an estimated accuracy of +/- 6 seconds.
 AN1468
 AN1468.The orthometric height was determined by differential leveling
 AN1468.and adjusted by the National Geodetic Survey in June 1991..
 AN1468
 AN1468.The geoid height was determined by GEOID03.
 AN1468
 AN1468.The dynamic height is computed by dividing the NAVD 88
 AN1468.geopotential number by the normal gravity value computed on the
 AN1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1468.degrees latitude (g = 980.6199 gals.).
 AN1468
 AN1468.The modeled gravity was interpolated from observed gravity values.
 AN1468
 AN1468;                    North         East    Units  Estimated Accuracy
 AN1468;SPC TXSC     - 4,063,740.      722,520.      MT  (+/- 180 meters Scaled)
 AN1468
 AN1468                          SUPERSEDED SURVEY CONTROL
 AN1468
 AN1468  NGVD 29 (??/??/92)   66.327  (m)          217.61   (f) ADJ UNCH    1 2
 AN1468
 AN1468.Superseded values are not recommended for survey control.
 AN1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1468.See file dsdata.txt to determine how the superseded data were derived.
 AN1468
 AN1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS224424(NAD 83)
 AN1468_MARKER: DB = BENCH MARK DISK
 AN1468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1468_SP_SET: BUILDING
 AN1468_STAMPING: K-125 1933
 AN1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1468
 AN1468  HISTORY     - Date     Condition        Report By
 AN1468  HISTORY     - 1933     MONUMENTED       CGS
 AN1468  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1468  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AN1468  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1468
 AN1468                          STATION DESCRIPTION
 AN1468
 AN1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1468'IN BEEVILLE.
 AN1468'AT THE NORTHWEST CORNER OF THE INTERSECTION OF WASHINGTON STREET AND
 AN1468'BOWIE STREET IN THE FIRST NATIONAL BANK BUILDING ON THE NORTH SIDE OF
 AN1468'THE DOOR AT THE SOUTHWEST ENTRANCE.
 AN1468
 AN1468                          STATION RECOVERY (1975)
 AN1468
 AN1468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1468'MARK NOT FOUND.
 AN1468
 AN1468                          STATION RECOVERY (1987)
 AN1468
 AN1468'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1468'MARK NOT FOUND.
 AN1468
 AN1468                          STATION RECOVERY (1996)
 AN1468
 AN1468'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0797 ***********************************************************************
 AW0797  DESIGNATION -  K 1250
 AW0797  PID         -  AW0797
 AW0797  STATE/COUNTY-  TX/HARRIS
 AW0797  USGS QUAD   -  SATSUMA (1982)
 AW0797
 AW0797                         *CURRENT SURVEY CONTROL
 AW0797  ___________________________________________________________________
 AW0797* NAD 83(1986)-  29 55 32.     (N)    095 30 55.     (W)     SCALED    
 AW0797* NAVD 88     -        34.609  (meters)     113.55   (feet)  ADJUSTED  
 AW0797  ___________________________________________________________________
 AW0797  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW0797  DYNAMIC HT  -          34.562 (meters)     113.39  (feet)  COMP
 AW0797  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 AW0797
 AW0797  VERT ORDER  -  FIRST     CLASS II
 AW0797
 AW0797.The horizontal coordinates were scaled from a topographic map and have
 AW0797.an estimated accuracy of +/- 6 seconds.
 AW0797
 AW0797.The orthometric height was determined by differential leveling
 AW0797.and adjusted by the National Geodetic Survey in June 1991..
 AW0797
 AW0797.The geoid height was determined by GEOID03.
 AW0797
 AW0797.The dynamic height is computed by dividing the NAVD 88
 AW0797.geopotential number by the normal gravity value computed on the
 AW0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0797.degrees latitude (g = 980.6199 gals.).
 AW0797
 AW0797.The modeled gravity was interpolated from observed gravity values.
 AW0797
 AW0797;                    North         East    Units  Estimated Accuracy
 AW0797;SPC TXSC     - 4,236,890.      936,400.      MT  (+/- 180 meters Scaled)
 AW0797
 AW0797                          SUPERSEDED SURVEY CONTROL
 AW0797
 AW0797  NGVD 29 (12/23/87)   34.604  (m)          113.53   (f) ADJUSTED    1 2
 AW0797
 AW0797.Superseded values are not recommended for survey control.
 AW0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0797.See file dsdata.txt to determine how the superseded data were derived.
 AW0797
 AW0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP571131(NAD 83)
 AW0797_MARKER: B = BOLT
 AW0797_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0797+WITH SETTING: PAVEMENT
 AW0797_SP_SET: TOWER FOUNDATION
 AW0797_STAMPING: K 1250 1978
 AW0797_MARK LOGO: NONE  
 AW0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0797
 AW0797  HISTORY     - Date     Condition        Report By
 AW0797  HISTORY     - 1978     MONUMENTED       NGS
 AW0797  HISTORY     - 1986     GOOD             NGS
 AW0797  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW0797
 AW0797                          STATION DESCRIPTION
 AW0797
 AW0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0797'10.6 MI NW FROM HOUSTON.
 AW0797'10.6 MILES NORTHWEST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD FROM
 AW0797'THE UNDERPASS ON THE NORTH SHEPHERD DRIVE AT HOUSTON AT THE CROSSING
 AW0797'OF FAIRBANKS AND NORTH HOUSTON ROADS, SET ON TOP OF THE WEST CORNER
 AW0797'OF FOUNDATION OF A 70 FOOT STEEL POWER TOWER 0.8 MILE WEST OF H 1250,
 AW0797'48 FEET NORTHWEST OF THE CENTERLINE OF NORTH HOUSTON ROAD AND 40
 AW0797'FEET NORTHEAST OF THE NORTHEAST MAIN RAIL.  NOTE=A 3 INCH BOLT STAMPED
 AW0797'K 1250 1978 AND PAINTED WHITE.  THIS IS A JUNCTION MARK.
 AW0797
 AW0797                          STATION RECOVERY (1986)
 AW0797
 AW0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0797'RECOVERED IN GOOD CONDITION.
 AW0797
 AW0797                          STATION RECOVERY (1994)
 AW0797
 AW0797'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0294 ***********************************************************************
 AW0294  DESIGNATION -  K 1251
 AW0294  PID         -  AW0294
 AW0294  STATE/COUNTY-  TX/HARRIS
 AW0294  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0294
 AW0294                         *CURRENT SURVEY CONTROL
 AW0294  ___________________________________________________________________
 AW0294* NAD 83(1986)-  29 47 05.     (N)    095 33 58.     (W)     SCALED    
 AW0294* NAVD 88     -        23.598  (meters)      77.42   (feet)  ADJUSTED  
 AW0294  ___________________________________________________________________
 AW0294  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0294  DYNAMIC HT  -          23.566 (meters)      77.32  (feet)  COMP
 AW0294  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 AW0294
 AW0294  VERT ORDER  -  FIRST     CLASS II
 AW0294
 AW0294.The horizontal coordinates were scaled from a topographic map and have
 AW0294.an estimated accuracy of +/- 6 seconds.
 AW0294
 AW0294.The orthometric height was determined by differential leveling
 AW0294.and adjusted by the National Geodetic Survey in June 1991..
 AW0294
 AW0294.The geoid height was determined by GEOID03.
 AW0294
 AW0294.The dynamic height is computed by dividing the NAVD 88
 AW0294.geopotential number by the normal gravity value computed on the
 AW0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0294.degrees latitude (g = 980.6199 gals.).
 AW0294
 AW0294.The modeled gravity was interpolated from observed gravity values.
 AW0294
 AW0294;                    North         East    Units  Estimated Accuracy
 AW0294;SPC TXSC     - 4,221,140.      931,950.      MT  (+/- 180 meters Scaled)
 AW0294
 AW0294                          SUPERSEDED SURVEY CONTROL
 AW0294
 AW0294  NGVD 29 (12/23/87)   23.592  (m)           77.40   (f) ADJUSTED    1 2
 AW0294
 AW0294.Superseded values are not recommended for survey control.
 AW0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0294.See file dsdata.txt to determine how the superseded data were derived.
 AW0294
 AW0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN519976(NAD 83)
 AW0294_MARKER: I = METAL ROD
 AW0294_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0294_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0294_STAMPING: K 1251 1978
 AW0294_MARK LOGO: NGS   
 AW0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0294+STABILITY: POSITION/ELEVATION WELL
 AW0294
 AW0294  HISTORY     - Date     Condition        Report By
 AW0294  HISTORY     - 1978     MONUMENTED       NGS
 AW0294  HISTORY     - 1981     GOOD             NGS
 AW0294  HISTORY     - 1983     GOOD             NGS
 AW0294  HISTORY     - 1986     GOOD             NGS
 AW0294  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0294  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0294  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW0294  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0294
 AW0294                          STATION DESCRIPTION
 AW0294
 AW0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0294'4.6 MI EAST FROM ADDICKS.
 AW0294'4.6 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0294'THE RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, ABOUT 0.05 MILE
 AW0294'SOUTH AND ACROSS OLD KATY ROAD AND THE RAILROAD TRACKS FROM THE
 AW0294'WEATHERFORD/DMC COMPANY, 0.2 MILE WEST OF WEST BELT DRIVE, 50.8
 AW0294'FEET WEST OF A METER POLE NUMBER 10770 1/2, 39.8 FEET SOUTH OF THE
 AW0294'SOUTH RAIL, AND 35.6 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 AW0294'LANES OF THE ACCESS ROAD.  NOTE=THE SLEEVE DEPTH IS 40 FEET.
 AW0294
 AW0294                          STATION RECOVERY (1981)
 AW0294
 AW0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0294'RECOVERED IN GOOD CONDITION.
 AW0294
 AW0294                          STATION RECOVERY (1983)
 AW0294
 AW0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0294'RECOVERED IN GOOD CONDITION.  NOTE, LOGO CAP AND
 AW0294'PIPE TILTED TO THE NORTH 7 TO 10 DEGREES.
 AW0294
 AW0294                          STATION RECOVERY (1986)
 AW0294
 AW0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0294'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--11.3
 AW0294'M (37.1 FT) EAST OF A UTILITY POLE WITH A BRACE.
 AW0294
 AW0294                          STATION RECOVERY (1987)
 AW0294
 AW0294'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0294'MARK NOT FOUND.
 AW0294
 AW0294                          STATION RECOVERY (1989)
 AW0294
 AW0294'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0294'MARK NOT FOUND.
 AW0294
 AW0294                          STATION RECOVERY (1994)
 AW0294
 AW0294'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0294'MARK NOT FOUND.
 AW0294
 AW0294                          STATION RECOVERY (2004)
 AW0294
 AW0294'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2434 ***********************************************************************
 AX2434  DESIGNATION -  K 1252
 AX2434  PID         -  AX2434
 AX2434  STATE/COUNTY-  TX/AUSTIN
 AX2434  USGS QUAD   -  WALLIS (1980)
 AX2434
 AX2434                         *CURRENT SURVEY CONTROL
 AX2434  ___________________________________________________________________
 AX2434* NAD 83(1986)-  29 40 01.     (N)    096 06 23.     (W)     SCALED    
 AX2434* NAVD 88     -        37.70   (+/-2cm)     123.7    (feet)  VERTCON   
 AX2434  ___________________________________________________________________
 AX2434  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX2434
 AX2434  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2434
 AX2434.The horizontal coordinates were scaled from a topographic map and have
 AX2434.an estimated accuracy of +/- 6 seconds.
 AX2434
 AX2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2434.The vertical order pertains to the NGVD 29 superseded value.
 AX2434
 AX2434.The geoid height was determined by GEOID03.
 AX2434
 AX2434;                    North         East    Units  Estimated Accuracy
 AX2434;SPC TXSC     - 4,206,680.      880,060.      MT  (+/- 180 meters Scaled)
 AX2434
 AX2434                          SUPERSEDED SURVEY CONTROL
 AX2434
 AX2434  NGVD 29 (??/??/92)   37.685  (m)          123.64   (f) ADJ UNCH    1 1
 AX2434
 AX2434.Superseded values are not recommended for survey control.
 AX2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2434.See file dsdata.txt to determine how the superseded data were derived.
 AX2434
 AX2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT800853(NAD 83)
 AX2434_MARKER: DB = BENCH MARK DISK
 AX2434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2434_STAMPING: K 1252 1978
 AX2434_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AX2434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2434
 AX2434  HISTORY     - Date     Condition        Report By
 AX2434  HISTORY     - 1978     MONUMENTED       NGS
 AX2434  HISTORY     - 19780615 SEE DESCRIPTION  NGS
 AX2434  HISTORY     - 1988     GOOD             USPSQD
 AX2434
 AX2434                          STATION DESCRIPTION
 AX2434
 AX2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AX2434'THE STATION IS LOCATED 8.55 MILES (13.76 KM) SOUTHEAST ALONG THE GULF,
 AX2434'CLORADO AND SANTFA FE RAILROAD FROM THE STATION AT SEALY, AND THENCE
 AX2434'0.45 MILE (0.72 KM) NORTH ALONG A DIRT ROAD TO THE SITE OF THE MARK,
 AX2434'164 FT (50.0 M) SOUTHWEST OF THE SOUTH CORNER OF A WOODEN BRIDGE OVER
 AX2434'ALLENS CREEK, 57.5 FT (17.5 M) SOUTHWEST OF A 36 INCH TREE, WHICH HAS
 AX2434'NUMBERS 20534 NAILED TO IT, 31 FT (9.4 M) SOUTHEAST OF CENTER OF THE
 AX2434'FIRT ROAD, AND 1.5 FT (0.5 M) NORTHWEST OF A FENCE LINE RUNNING
 AX2434'NIORTHEAST AND SOUTHWEST.  DISK IS LEVEL WITH THE GROUND, TO A DISK IN
 AX2434'TOP OF A COPPER-COATED STEEL ROD TO A DEPTH OF 312 FT (95.1 M) 1 FT
 AX2434'(0.3 M) NORTHEAST OF A WITNESS PST.
 AX2434
 AX2434                          STATION RECOVERY (1988)
 AX2434
 AX2434'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AX2434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0322 ***********************************************************************
 AW0322  DESIGNATION -  K 1253
 AW0322  PID         -  AW0322
 AW0322  STATE/COUNTY-  TX/HARRIS
 AW0322  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0322
 AW0322                         *CURRENT SURVEY CONTROL
 AW0322  ___________________________________________________________________
 AW0322* NAD 83(1986)-  29 46 59.     (N)    095 26 40.     (W)     SCALED    
 AW0322* NAVD 88     -        18.952  (meters)      62.18   (feet)  ADJUSTED  
 AW0322  ___________________________________________________________________
 AW0322  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW0322  DYNAMIC HT  -          18.926 (meters)      62.09  (feet)  COMP
 AW0322  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0322
 AW0322  VERT ORDER  -  FIRST     CLASS II
 AW0322
 AW0322.The horizontal coordinates were scaled from a topographic map and have
 AW0322.an estimated accuracy of +/- 6 seconds.
 AW0322
 AW0322.The orthometric height was determined by differential leveling
 AW0322.and adjusted by the National Geodetic Survey in July 2002..
 AW0322
 AW0322.The geoid height was determined by GEOID03.
 AW0322
 AW0322.The dynamic height is computed by dividing the NAVD 88
 AW0322.geopotential number by the normal gravity value computed on the
 AW0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0322.degrees latitude (g = 980.6199 gals.).
 AW0322
 AW0322.The modeled gravity was interpolated from observed gravity values.
 AW0322
 AW0322;                    North         East    Units  Estimated Accuracy
 AW0322;SPC TXSC     - 4,221,310.      943,720.      MT  (+/- 180 meters Scaled)
 AW0322
 AW0322                          SUPERSEDED SURVEY CONTROL
 AW0322
 AW0322  NAVD 88 (06/15/91)   19.140  (m)           62.80   (f) UNKNOWN     1 2
 AW0322  NGVD 29 (12/23/87)   19.135  (m)           62.78   (f) ADJUSTED    1 2
 AW0322
 AW0322.Superseded values are not recommended for survey control.
 AW0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0322.See file dsdata.txt to determine how the superseded data were derived.
 AW0322
 AW0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN636972(NAD 83)
 AW0322_MARKER: I = METAL ROD
 AW0322_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0322_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0322_STAMPING: K 1253 1978
 AW0322_MARK LOGO: NGS   
 AW0322_PROJECTION: FLUSH
 AW0322_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0322+STABILITY: POSITION/ELEVATION WELL
 AW0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0322+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0322_ROD/PIPE-DEPTH: 14.6 meters
 AW0322_SLEEVE-DEPTH  : 12.1 meters
 AW0322
 AW0322  HISTORY     - Date     Condition        Report By
 AW0322  HISTORY     - 1978     MONUMENTED       NGS
 AW0322  HISTORY     - 1981     GOOD             NGS
 AW0322  HISTORY     - 1983     GOOD             NGS
 AW0322  HISTORY     - 1986     GOOD             NGS
 AW0322  HISTORY     - 1987     GOOD             USPSQD
 AW0322  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0322  HISTORY     - 19931023 GOOD             USPSQD
 AW0322  HISTORY     - 19960204 GOOD             NGS
 AW0322
 AW0322                          STATION DESCRIPTION
 AW0322
 AW0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0322'5.9 MI WEST FROM HOUSTON.
 AW0322'ABOUT 5.75 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0322'THE SWITCH CONTROL BUILDING NUMBER 108 IN HOUSTON, AND THENCE 0.15
 AW0322'MILE EAST-SOUTHEAST ALONG KATY ROAD.  SET IN THE MEDIUM OF KATY ROAD,
 AW0322'99 FEET EAST OF BENCH MARK J 1253, 22.9 FEET SOUTH OF THE CENTERLINE
 AW0322'OF THE WEST BOUND LANES OF KATY ROAD, AND 21 FEET NORTH OF THE CENTER-
 AW0322'LINE OF THE EAST BOUND LANES OF KATY ROAD.  SLEEVE DEPTH IS 40 FEET,
 AW0322'MARK IS SET BELOW THE GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH
 AW0322'A METAL ACCESS COVER.
 AW0322
 AW0322                          STATION RECOVERY (1981)
 AW0322
 AW0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0322'RECOVERED IN GOOD CONDITION.
 AW0322
 AW0322                          STATION RECOVERY (1983)
 AW0322
 AW0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0322'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0322'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0322'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0322'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0322'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 9.3 KM (5.8 MI) WEST-NORTHWEST
 AW0322'ALONG THE RAILROAD, THENCE 0.2 KM (0.15 MI) EAST-SOUTHEAST ALONG KATY
 AW0322'ROAD TO THE MARK, SET IN THE MEDIAN OF KATY ROAD, 30.1 METERS
 AW0322'(99.0 FT) EAST OF BENCH MARK J 1253, 7.0 METERS (23.0 FT) SOUTH OF THE
 AW0322'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, AND 6.4 METERS
 AW0322'(21.0 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE ROAD.
 AW0322'NOTE, THE ROD WAS FOUND SNUG BUT NOT TIGHT, THE ROD WAS TIGHTENED HALF
 AW0322'A TURN.
 AW0322'THE MARK IS 0.3 M ABOVE ROAD.
 AW0322
 AW0322                          STATION RECOVERY (1986)
 AW0322
 AW0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0322'RECOVERED IN GOOD CONDITION.
 AW0322
 AW0322                          STATION RECOVERY (1987)
 AW0322
 AW0322'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0322'RECOVERED IN GOOD CONDITION.
 AW0322
 AW0322                          STATION RECOVERY (1990)
 AW0322
 AW0322'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW0322'MARK NOT FOUND.
 AW0322
 AW0322                          STATION RECOVERY (1993)
 AW0322
 AW0322'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0322'RECOVERED IN GOOD CONDITION.
 AW0322
 AW0322                          STATION RECOVERY (1996)
 AW0322
 AW0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0322'1.6 KM (1.00 MI) WESTERLY ALONG KATY ROAD FROM THE JUNCTION OF
 AW0322'INTERSTATE HIGHWAY 10 IN HOUSTON, IN THE MEDIAN OF THE ROAD, 50.0 M
 AW0322'(164.0 FT) WEST OF BENCH MARK L 1253, 30.2 M (99.1 FT) EAST OF BENCH
 AW0322'MARK J 1253, 28.6 M (93.8 FT) EAST OF THE EXTENDED CENTER OF THE
 AW0322'CENTER 1 OF 3 DRIVEWAYS LEADING TO THE WALKER ZANGER BUILDING, 2.7 M
 AW0322'(8.9 FT) NORTH OF THE NORTH CURB OF THE EASTBOUND LANES OF THE ROAD,
 AW0322'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE
 AW0322'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1844 ***********************************************************************
 AW1844  DESIGNATION -  K 1254
 AW1844  PID         -  AW1844
 AW1844  STATE/COUNTY-  TX/HARRIS
 AW1844  USGS QUAD   -  WARREN LAKE (1980)
 AW1844
 AW1844                         *CURRENT SURVEY CONTROL
 AW1844  ___________________________________________________________________
 AW1844* NAD 83(1986)-  29 59 36.     (N)    095 45 22.     (W)     SCALED    
 AW1844* NAVD 88     -        51.525  (meters)     169.04   (feet)  ADJUSTED  
 AW1844  ___________________________________________________________________
 AW1844  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1844  DYNAMIC HT  -          51.455 (meters)     168.82  (feet)  COMP
 AW1844  MODELED GRAV-     979,284.7   (mgal)                       NAVD 88
 AW1844
 AW1844  VERT ORDER  -  FIRST     CLASS II
 AW1844
 AW1844.The horizontal coordinates were scaled from a topographic map and have
 AW1844.an estimated accuracy of +/- 6 seconds.
 AW1844
 AW1844.The orthometric height was determined by differential leveling
 AW1844.and adjusted by the National Geodetic Survey in June 1991..
 AW1844
 AW1844.The geoid height was determined by GEOID03.
 AW1844
 AW1844.The dynamic height is computed by dividing the NAVD 88
 AW1844.geopotential number by the normal gravity value computed on the
 AW1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1844.degrees latitude (g = 980.6199 gals.).
 AW1844
 AW1844.The modeled gravity was interpolated from observed gravity values.
 AW1844
 AW1844;                    North         East    Units  Estimated Accuracy
 AW1844;SPC TXSC     - 4,243,730.      912,950.      MT  (+/- 180 meters Scaled)
 AW1844
 AW1844                          SUPERSEDED SURVEY CONTROL
 AW1844
 AW1844  NGVD 29 (12/23/87)   51.518  (m)          169.02   (f) ADJUSTED    1 2
 AW1844
 AW1844.Superseded values are not recommended for survey control.
 AW1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1844.See file dsdata.txt to determine how the superseded data were derived.
 AW1844
 AW1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP341212(NAD 83)
 AW1844_MARKER: I = METAL ROD
 AW1844_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1844_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1844_STAMPING: K 1254 1978
 AW1844_MARK LOGO: NGS   
 AW1844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1844+STABILITY: POSITION/ELEVATION WELL
 AW1844
 AW1844  HISTORY     - Date     Condition        Report By
 AW1844  HISTORY     - 1978     MONUMENTED       NGS
 AW1844  HISTORY     - 1981     GOOD             NGS
 AW1844  HISTORY     - 1986     GOOD             NGS
 AW1844  HISTORY     - 1987     GOOD             USPSQD
 AW1844  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1844  HISTORY     - 19940205 MARK NOT FOUND   USPSQD
 AW1844
 AW1844                          STATION DESCRIPTION
 AW1844
 AW1844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1844'3.8 MI NW FROM CYPRESS.
 AW1844'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH
 AW1844'CYPRESS SPRING ROAD IN CYPRESS, 105 FEET SOUTHEAST OF AN UNDERGROUND
 AW1844'CABLE MARKER POST, NUMBER 71.8, 70.3 FEET NORTHWEST OF BENCH MARK
 AW1844'J 1254, 49.3 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 45.5 FEET
 AW1844'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 AW1844'SLEEVE IS SET AT A DEPTH OF 40 FEET.
 AW1844
 AW1844                          STATION RECOVERY (1981)
 AW1844
 AW1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1844'RECOVERED IN GOOD CONDITION.
 AW1844
 AW1844                          STATION RECOVERY (1986)
 AW1844
 AW1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1844'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--6.4 M
 AW1844'(21.0 FT) SOUTHEAST OF A UTILITY POLE, AND 0.8 M (2.6 FT) NORTHEAST OF
 AW1844'A WITNESS POST.
 AW1844
 AW1844                          STATION RECOVERY (1987)
 AW1844
 AW1844'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1844'RECOVERED IN GOOD CONDITION.
 AW1844
 AW1844                          STATION RECOVERY (1990)
 AW1844
 AW1844'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1844'MARK NOT FOUND.
 AW1844
 AW1844                          STATION RECOVERY (1994)
 AW1844
 AW1844'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0109 ***********************************************************************
 AW0109  DESIGNATION -  K 1255
 AW0109  PID         -  AW0109
 AW0109  STATE/COUNTY-  TX/BRAZORIA
 AW0109  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW0109
 AW0109                         *CURRENT SURVEY CONTROL
 AW0109  ___________________________________________________________________
 AW0109* NAD 83(1986)-  29 00 37.     (N)    095 12 52.     (W)     SCALED    
 AW0109* NAVD 88     -         1.45   (+/-2cm)       4.8    (feet)  VERTCON   
 AW0109  ___________________________________________________________________
 AW0109  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AW0109
 AW0109  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0109
 AW0109.The horizontal coordinates were scaled from a topographic map and have
 AW0109.an estimated accuracy of +/- 6 seconds.
 AW0109
 AW0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0109.The vertical order pertains to the NGVD 29 superseded value.
 AW0109
 AW0109.The geoid height was determined by GEOID03.
 AW0109
 AW0109;                    North         East    Units  Estimated Accuracy
 AW0109;SPC TXSC     - 4,136,410.      968,720.      MT  (+/- 180 meters Scaled)
 AW0109
 AW0109                          SUPERSEDED SURVEY CONTROL
 AW0109
 AW0109  NGVD 29 (??/??/92)    1.463  (m)            4.80   (f) ADJ UNCH    1 1
 AW0109
 AW0109.Superseded values are not recommended for survey control.
 AW0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0109.See file dsdata.txt to determine how the superseded data were derived.
 AW0109
 AW0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN843111(NAD 83)
 AW0109_MARKER: DB = BENCH MARK DISK
 AW0109_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0109_SP_SET: STAINLESS STEEL ROD
 AW0109_STAMPING: K 1255 1978
 AW0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0109+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 AW0109
 AW0109  HISTORY     - Date     Condition        Report By
 AW0109  HISTORY     - 1978     MONUMENTED       NGS
 AW0109  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0109  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 AW0109  HISTORY     - 20020427 MARK NOT FOUND   USPS
 AW0109  HISTORY     - 20040209 GOOD             USPSQD
 AW0109  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW0109
 AW0109                          STATION DESCRIPTION
 AW0109
 AW0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0109'6.2 MI NE FROM SURFSIDE.
 AW0109'6.2 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF
 AW0109'STATE HIGHWAY 332 IN SURFSIDE, ALSO 7.5 MILES SOUTHWEST OF THE
 AW0109'SOUTHWEST END OF THE SAN LUIS PASS VACEK BRIDGE AND BM Y1237,
 AW0109'58 FT NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 37 FT SOUTHWEST
 AW0109'OF THE CENTERLINE OF A SAND AND SHELL ROAD LEADING NORTH TO
 AW0109'CHRISTMAS BAY.
 AW0109
 AW0109                          STATION RECOVERY (1989)
 AW0109
 AW0109'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0109'MARK NOT FOUND.
 AW0109
 AW0109                          STATION RECOVERY (1996)
 AW0109
 AW0109'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0109'MARK NOT FOUND.
 AW0109
 AW0109                          STATION RECOVERY (2002)
 AW0109
 AW0109'RECOVERY NOTE BY US POSTAL SERVICE 2002
 AW0109'MARK NOT FOUND.
 AW0109
 AW0109                          STATION RECOVERY (2004)
 AW0109
 AW0109'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0109'GO TO N 29 01 04.5  W 095 12 03.8
 AW0109
 AW0109                          STATION RECOVERY (2005)
 AW0109
 AW0109'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0125 ***********************************************************************
 AM0125  DESIGNATION -  K 1256
 AM0125  PID         -  AM0125
 AM0125  STATE/COUNTY-  TX/MATAGORDA
 AM0125  USGS QUAD   -  WADSWORTH (1972)
 AM0125
 AM0125                         *CURRENT SURVEY CONTROL
 AM0125  ___________________________________________________________________
 AM0125* NAD 83(1986)-  28 51 30.     (N)    095 56 42.     (W)     SCALED    
 AM0125* NAVD 88     -         9.97   (+/-2cm)      32.7    (feet)  VERTCON   
 AM0125  ___________________________________________________________________
 AM0125  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AM0125
 AM0125  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0125
 AM0125.The horizontal coordinates were scaled from a topographic map and have
 AM0125.an estimated accuracy of +/- 6 seconds.
 AM0125
 AM0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0125.The vertical order pertains to the NGVD 29 superseded value.
 AM0125
 AM0125.The geoid height was determined by GEOID03.
 AM0125
 AM0125;                    North         East    Units  Estimated Accuracy
 AM0125;SPC TXSC     - 4,117,490.      898,020.      MT  (+/- 180 meters Scaled)
 AM0125
 AM0125                          SUPERSEDED SURVEY CONTROL
 AM0125
 AM0125  NGVD 29 (??/??/92)   10.013  (m)           32.85   (f) ADJ UNCH    1 1
 AM0125
 AM0125.Superseded values are not recommended for survey control.
 AM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0125.See file dsdata.txt to determine how the superseded data were derived.
 AM0125
 AM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM126958(NAD 83)
 AM0125_MARKER: DB = BENCH MARK DISK
 AM0125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0125_SP_SET: STAINLESS STEEL ROD
 AM0125_STAMPING: K 1256 1978
 AM0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0125+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0125
 AM0125  HISTORY     - Date     Condition        Report By
 AM0125  HISTORY     - 1978     MONUMENTED       NGS
 AM0125  HISTORY     - 19981115 POOR             USPSQD
 AM0125  HISTORY     - 20060316 GOOD             USPSQD
 AM0125
 AM0125                          STATION DESCRIPTION
 AM0125
 AM0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0125'1.8 MI NORTH FROM WADSWORTH.
 AM0125'1.8 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE AT
 AM0125'WADSWORTH, AT THE SOUTHWEST CORNER OF A FRAME HOUSE LAWN, 50 FT
 AM0125'WEST OF THE CENTER LINE OF THE HIGHWAY, 114 FT SOUTH OF THE CENTER
 AM0125'LINE OF A PRIVATE SHELL DRIVEWAY, 5 FT NORTH OF A POWER LINE POLE,
 AM0125'AND 1 FOOT NORTH OF A FENCE CORNER.
 AM0125
 AM0125                          STATION RECOVERY (1998)
 AM0125
 AM0125'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0125'MARK RECOVERED IN POOR CONDITION.
 AM0125
 AM0125                          STATION RECOVERY (2006)
 AM0125
 AM0125'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0125'FOUND AS DESCRIBED. GO TO N28 51 30.1 W095 56 39.5. IT IS 2 FEET NORTH
 AM0125'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8413 ***********************************************************************
 AC8413  DESIGNATION -  K 1257 RESET
 AC8413  PID         -  AC8413
 AC8413  STATE/COUNTY-  TX/SAN PATRICIO
 AC8413  USGS QUAD   -  TAFT (1975)
 AC8413
 AC8413                         *CURRENT SURVEY CONTROL
 AC8413  ___________________________________________________________________
 AC8413* NAD 83(1986)-  27 58 31.     (N)    097 23 31.     (W)     SCALED    
 AC8413* NAVD 88     -        14.715  (meters)      48.28   (feet)  ADJUSTED  
 AC8413  ___________________________________________________________________
 AC8413  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AC8413  DYNAMIC HT  -          14.693 (meters)      48.21  (feet)  COMP
 AC8413  MODELED GRAV-     979,135.3   (mgal)                       NAVD 88
 AC8413
 AC8413  VERT ORDER  -  FIRST     CLASS II
 AC8413
 AC8413.The horizontal coordinates were scaled from a topographic map and have
 AC8413.an estimated accuracy of +/- 6 seconds.
 AC8413
 AC8413.The orthometric height was determined by differential leveling
 AC8413.and adjusted by the National Geodetic Survey in December 1997..
 AC8413
 AC8413.The geoid height was determined by GEOID03.
 AC8413
 AC8413.The dynamic height is computed by dividing the NAVD 88
 AC8413.geopotential number by the normal gravity value computed on the
 AC8413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8413.degrees latitude (g = 980.6199 gals.).
 AC8413
 AC8413.The modeled gravity was interpolated from observed gravity values.
 AC8413
 AC8413;                    North         East    Units  Estimated Accuracy
 AC8413;SPC TX S     - 5,256,270.      409,020.      MT  (+/- 180 meters Scaled)
 AC8413
 AC8413                          SUPERSEDED SURVEY CONTROL
 AC8413
 AC8413.No superseded survey control is available for this station.
 AC8413
 AC8413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR581955(NAD 83)
 AC8413_MARKER: I = METAL ROD
 AC8413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8413_STAMPING: K 1257 RESET 1996
 AC8413_MARK LOGO: NGS   
 AC8413_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8413+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AC8413
 AC8413  HISTORY     - Date     Condition        Report By
 AC8413  HISTORY     - 1996     MONUMENTED       NGS
 AC8413  HISTORY     - 19970203 GOOD             NGS
 AC8413
 AC8413                          STATION DESCRIPTION
 AC8413
 AC8413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8413'IN TAFT, AT THE INTERSECTION OF U.S.  HIGHWAY 181 AND FIELD AVENUE,
 AC8413'22.6 M (74.1 FT) NORTHWEST OF THE AVENUE CENTER, 14.3 M (46.9 FT)
 AC8413'NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 8.8 M
 AC8413'(28.9 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AC8413'HIGHWAY, 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.7 M (2.3
 AC8413'FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AC8413'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1811 ***********************************************************************
 AN1811  DESIGNATION -  K 1258
 AN1811  PID         -  AN1811
 AN1811  STATE/COUNTY-  TX/JACKSON
 AN1811  USGS QUAD   -  LA WARD (1995)
 AN1811
 AN1811                         *CURRENT SURVEY CONTROL
 AN1811  ___________________________________________________________________
 AN1811* NAD 83(1986)-  28 50 38.     (N)    096 29 12.     (W)     SCALED    
 AN1811* NAVD 88     -        11.76   (+/-2cm)      38.6    (feet)  VERTCON   
 AN1811  ___________________________________________________________________
 AN1811  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AN1811
 AN1811  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN1811
 AN1811.The horizontal coordinates were scaled from a topographic map and have
 AN1811.an estimated accuracy of +/- 6 seconds.
 AN1811
 AN1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1811.The vertical order pertains to the NGVD 29 superseded value.
 AN1811
 AN1811.The geoid height was determined by GEOID03.
 AN1811
 AN1811;                    North         East    Units  Estimated Accuracy
 AN1811;SPC TXSC     - 4,114,630.      845,220.      MT  (+/- 180 meters Scaled)
 AN1811
 AN1811                          SUPERSEDED SURVEY CONTROL
 AN1811
 AN1811  NGVD 29 (??/??/92)   11.834  (m)           38.83   (f) ADJ UNCH    1 1
 AN1811
 AN1811.Superseded values are not recommended for survey control.
 AN1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1811.See file dsdata.txt to determine how the superseded data were derived.
 AN1811
 AN1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS452932(NAD 83)
 AN1811_MARKER: DB = BENCH MARK DISK
 AN1811_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1811_SP_SET: STAINLESS STEEL ROD
 AN1811_STAMPING: K 1258 1978
 AN1811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1811
 AN1811  HISTORY     - Date     Condition        Report By
 AN1811  HISTORY     - 1978     MONUMENTED       NGS
 AN1811  HISTORY     - 1991     POOR             USPSQD
 AN1811
 AN1811                          STATION DESCRIPTION
 AN1811
 AN1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1811'1.4 MI WEST FROM LA WARD.
 AN1811'1.4 MILES WEST ALONG FARM ROAD 616 FROM THE POST OFFICE IN LA WARD
 AN1811'33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTH
 AN1811'OF THE NORTH RAIL AND 2 FEET WEST OF A POWER LINE POLE.
 AN1811
 AN1811                          STATION RECOVERY (1991)
 AN1811
 AN1811'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN1811'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0113 ***********************************************************************
 AO0113  DESIGNATION -  K 127
 AO0113  PID         -  AO0113
 AO0113  STATE/COUNTY-  TX/MCMULLEN
 AO0113  USGS QUAD   -  ROCKAWAY CREEK (1969)
 AO0113
 AO0113                         *CURRENT SURVEY CONTROL
 AO0113  ___________________________________________________________________
 AO0113* NAD 83(1986)-  28 25 26.     (N)    098 41 39.     (W)     SCALED    
 AO0113* NAVD 88     -        86.842  (meters)     284.91   (feet)  ADJUSTED  
 AO0113  ___________________________________________________________________
 AO0113  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AO0113  DYNAMIC HT  -          86.713 (meters)     284.49  (feet)  COMP
 AO0113  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 AO0113
 AO0113  VERT ORDER  -  SECOND    CLASS 0
 AO0113
 AO0113.The horizontal coordinates were scaled from a topographic map and have
 AO0113.an estimated accuracy of +/- 6 seconds.
 AO0113
 AO0113.The orthometric height was determined by differential leveling
 AO0113.and adjusted by the National Geodetic Survey in June 1991..
 AO0113
 AO0113.The geoid height was determined by GEOID03.
 AO0113
 AO0113.The dynamic height is computed by dividing the NAVD 88
 AO0113.geopotential number by the normal gravity value computed on the
 AO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0113.degrees latitude (g = 980.6199 gals.).
 AO0113
 AO0113.The modeled gravity was interpolated from observed gravity values.
 AO0113
 AO0113;                    North         East    Units  Estimated Accuracy
 AO0113;SPC TXSC     - 4,065,490.      629,960.      MT  (+/- 180 meters Scaled)
 AO0113
 AO0113                          SUPERSEDED SURVEY CONTROL
 AO0113
 AO0113  NGVD 29 (??/??/92)   86.806  (m)          284.80   (f) ADJ UNCH    2 0
 AO0113
 AO0113.Superseded values are not recommended for survey control.
 AO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0113.See file dsdata.txt to determine how the superseded data were derived.
 AO0113
 AO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS299441(NAD 83)
 AO0113_MARKER: DB = BENCH MARK DISK
 AO0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0113_STAMPING: 284.763 K 127 1933
 AO0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0113+STABILITY: SURFACE MOTION
 AO0113
 AO0113  HISTORY     - Date     Condition        Report By
 AO0113  HISTORY     - 1933     MONUMENTED       CGS
 AO0113  HISTORY     - 1952     GOOD             USGS
 AO0113
 AO0113                          STATION DESCRIPTION
 AO0113
 AO0113'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0113'9.9 MI E FROM FOWLERTON.
 AO0113'IN MCMULLEN COUNTY, ABOUT 2.0 MILES SE. ALONG COUNTY ROAD KNOWN AS
 AO0113'CAMERON LANE FROM FOWLERTON, LASALLE COUNTY, THENCE 7.9 MILES E. ALONG
 AO0113'COUNTY RD. FROM FOWLERTON TO TILDEN, AT A CATTLE GUARD AND GATE ABOUT
 AO0113'40 FT. N. OF C.L. OF THE ROAD, AND 3 FEET W. OF THE FENCE.  A STANDARD
 AO0113'DISK, STAMPED 284.763 K 127 1933 AND SET IN THE TOP OF A CONCRETE
 AO0113'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0076 ***********************************************************************
 AH0076  DESIGNATION -  K 1271
 AH0076  PID         -  AH0076
 AH0076  STATE/COUNTY-  TX/NUECES
 AH0076  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0076
 AH0076                         *CURRENT SURVEY CONTROL
 AH0076  ___________________________________________________________________
 AH0076* NAD 83(1986)-  27 47 03.     (N)    097 27 11.     (W)     SCALED    
 AH0076* NAVD 88     -        13.073  (meters)      42.89   (feet)  ADJUSTED  
 AH0076  ___________________________________________________________________
 AH0076  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH0076  DYNAMIC HT  -          13.054 (meters)      42.83  (feet)  COMP
 AH0076  MODELED GRAV-     979,126.3   (mgal)                       NAVD 88
 AH0076
 AH0076  VERT ORDER  -  FIRST     CLASS I
 AH0076
 AH0076.The horizontal coordinates were scaled from a topographic map and have
 AH0076.an estimated accuracy of +/- 6 seconds.
 AH0076
 AH0076.The orthometric height was determined by differential leveling
 AH0076.and adjusted by the National Geodetic Survey in June 1991..
 AH0076
 AH0076.The geoid height was determined by GEOID03.
 AH0076
 AH0076.The dynamic height is computed by dividing the NAVD 88
 AH0076.geopotential number by the normal gravity value computed on the
 AH0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0076.degrees latitude (g = 980.6199 gals.).
 AH0076
 AH0076.The modeled gravity was interpolated from observed gravity values.
 AH0076
 AH0076;                    North         East    Units  Estimated Accuracy
 AH0076;SPC TX S     - 5,235,040.      403,180.      MT  (+/- 180 meters Scaled)
 AH0076
 AH0076                          SUPERSEDED SURVEY CONTROL
 AH0076
 AH0076.No superseded survey control is available for this station.
 AH0076
 AH0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR524742(NAD 83)
 AH0076_MARKER: DB = BENCH MARK DISK
 AH0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0076_SP_SET: FOUNDATION
 AH0076_STAMPING: K 1271 1978
 AH0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0076+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 AH0076
 AH0076  HISTORY     - Date     Condition        Report By
 AH0076  HISTORY     - 1978     MONUMENTED       NGS
 AH0076  HISTORY     - 20060811 GOOD             USPSQD
 AH0076
 AH0076                          STATION DESCRIPTION
 AH0076
 AH0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0076'IN CORPUS CHRISTI.
 AH0076'AT CORPUS CHRISTI, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 AH0076'STATE HIGHWAY 44 AND NAVIGATION BOULEVARD, SET IN THE TOP OF A
 AH0076'CYLINDRICAL CONCRETE FOUNDATION OF A LARGE POWERLINE TOWER, 51 FEET
 AH0076'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 41 FEET EAST OF THE
 AH0076'CENTERLINE OF THE BOULEVARD AND 1 FOOT NORTH OF THE POWERLINE TOWER.
 AH0076
 AH0076                          STATION RECOVERY (2006)
 AH0076
 AH0076'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AH0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0020 ***********************************************************************
 AH0020  DESIGNATION -  K 1272
 AH0020  PID         -  AH0020
 AH0020  STATE/COUNTY-  TX/NUECES
 AH0020  USGS QUAD   -  ROBSTOWN (1975)
 AH0020
 AH0020                         *CURRENT SURVEY CONTROL
 AH0020  ___________________________________________________________________
 AH0020* NAD 83(1986)-  27 49 15.     (N)    097 38 10.     (W)     SCALED    
 AH0020* NAVD 88     -        22.381  (meters)      73.43   (feet)  ADJUSTED  
 AH0020  ___________________________________________________________________
 AH0020  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH0020  DYNAMIC HT  -          22.347 (meters)      73.32  (feet)  COMP
 AH0020  MODELED GRAV-     979,121.8   (mgal)                       NAVD 88
 AH0020
 AH0020  VERT ORDER  -  FIRST     CLASS I
 AH0020
 AH0020.The horizontal coordinates were scaled from a topographic map and have
 AH0020.an estimated accuracy of +/- 6 seconds.
 AH0020
 AH0020.The orthometric height was determined by differential leveling
 AH0020.and adjusted by the National Geodetic Survey in June 1991..
 AH0020
 AH0020.The geoid height was determined by GEOID03.
 AH0020
 AH0020.The dynamic height is computed by dividing the NAVD 88
 AH0020.geopotential number by the normal gravity value computed on the
 AH0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0020.degrees latitude (g = 980.6199 gals.).
 AH0020
 AH0020.The modeled gravity was interpolated from observed gravity values.
 AH0020
 AH0020;                    North         East    Units  Estimated Accuracy
 AH0020;SPC TX S     - 5,238,960.      385,110.      MT  (+/- 180 meters Scaled)
 AH0020
 AH0020                          SUPERSEDED SURVEY CONTROL
 AH0020
 AH0020  NGVD 29 (??/??/92)   22.520  (m)           73.88   (f) ADJ UNCH    1 1
 AH0020
 AH0020.Superseded values are not recommended for survey control.
 AH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0020.See file dsdata.txt to determine how the superseded data were derived.
 AH0020
 AH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR343781(NAD 83)
 AH0020_MARKER: DB = BENCH MARK DISK
 AH0020_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH0020_SP_SET: STAINLESS STEEL ROD
 AH0020_STAMPING: K 1272 1978
 AH0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0020
 AH0020  HISTORY     - Date     Condition        Report By
 AH0020  HISTORY     - 1978     MONUMENTED       NGS
 AH0020  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0020
 AH0020                          STATION DESCRIPTION
 AH0020
 AH0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0020'2.8 MI NE FROM ROBSTOWN.
 AH0020'2.8 MILES NORTHEAST ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF
 AH0020'STATE ROAD 44 AT ROBSTOWN, AT A PRIVATE ROAD LEADING EAST, 60 FEET
 AH0020'EAST OF THE CENTER OF THE HIGHWAY, 11 FEET NORTH OF THE CENTER
 AH0020'OF THE PRIVATE ROAD, 2 FEET WEST OF A UTILITY POLE.
 AH0020
 AH0020                          STATION RECOVERY (2001)
 AH0020
 AH0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0020'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1843 ***********************************************************************
 AN1843  DESIGNATION -  K 1273
 AN1843  PID         -  AN1843
 AN1843  STATE/COUNTY-  TX/REFUGIO
 AN1843  USGS QUAD   -  QUINTANA (1979)
 AN1843
 AN1843                         *CURRENT SURVEY CONTROL
 AN1843  ___________________________________________________________________
 AN1843* NAD 83(1986)-  28 22 17.     (N)    097 12 39.     (W)     SCALED    
 AN1843* NAVD 88     -        17.779  (meters)      58.33   (feet)  ADJUSTED  
 AN1843  ___________________________________________________________________
 AN1843  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1843  DYNAMIC HT  -          17.752 (meters)      58.24  (feet)  COMP
 AN1843  MODELED GRAV-     979,160.4   (mgal)                       NAVD 88
 AN1843
 AN1843  VERT ORDER  -  FIRST     CLASS I
 AN1843
 AN1843.The horizontal coordinates were scaled from a topographic map and have
 AN1843.an estimated accuracy of +/- 6 seconds.
 AN1843
 AN1843.The orthometric height was determined by differential leveling
 AN1843.and adjusted by the National Geodetic Survey in June 1991..
 AN1843
 AN1843.The geoid height was determined by GEOID03.
 AN1843
 AN1843.The dynamic height is computed by dividing the NAVD 88
 AN1843.geopotential number by the normal gravity value computed on the
 AN1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1843.degrees latitude (g = 980.6199 gals.).
 AN1843
 AN1843.The modeled gravity was interpolated from observed gravity values.
 AN1843
 AN1843;                    North         East    Units  Estimated Accuracy
 AN1843;SPC TXSC     - 4,060,980.      775,370.      MT  (+/- 180 meters Scaled)
 AN1843
 AN1843                          SUPERSEDED SURVEY CONTROL
 AN1843
 AN1843  NGVD 29 (??/??/92)   17.929  (m)           58.82   (f) ADJ UNCH    1 1
 AN1843
 AN1843.Superseded values are not recommended for survey control.
 AN1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1843.See file dsdata.txt to determine how the superseded data were derived.
 AN1843
 AN1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS753396(NAD 83)
 AN1843_MARKER: DB = BENCH MARK DISK
 AN1843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1843_SP_SET: HEADWALL
 AN1843_STAMPING: K 1273 1978
 AN1843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1843
 AN1843  HISTORY     - Date     Condition        Report By
 AN1843  HISTORY     - 1978     MONUMENTED       NGS
 AN1843  HISTORY     - 19940716 GOOD             USPSQD
 AN1843  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1843
 AN1843                          STATION DESCRIPTION
 AN1843
 AN1843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1843'7.3 MI NE FROM REFUGIO.
 AN1843'7.3 MILES NORTHEAST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1843'REFUGIO, SET IN THE TOP AND 1 FT SOUTHWEST OF THE NORTHEAST END
 AN1843'OF THE NORTHWEST HEADWALL OF A MULTI-BOX CULVERT, 20 FT NORTHWEST
 AN1843'OF THE CENTER LINE OF THE HIGHWAY.
 AN1843
 AN1843                          STATION RECOVERY (1994)
 AN1843
 AN1843'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1843'RECOVERED IN GOOD CONDITION.
 AN1843
 AN1843                          STATION RECOVERY (1999)
 AN1843
 AN1843'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0009 ***********************************************************************
 AW0009  DESIGNATION -  K 1274
 AW0009  PID         -  AW0009
 AW0009  STATE/COUNTY-  TX/BRAZORIA
 AW0009  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0009
 AW0009                         *CURRENT SURVEY CONTROL
 AW0009  ___________________________________________________________________
 AW0009* NAD 83(1986)-  29 14 01.     (N)    095 13 48.     (W)     SCALED    
 AW0009* NAVD 88     -         3.39   (+/-2cm)      11.1    (feet)  VERTCON   
 AW0009  ___________________________________________________________________
 AW0009  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW0009
 AW0009  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0009
 AW0009.The horizontal coordinates were scaled from a topographic map and have
 AW0009.an estimated accuracy of +/- 6 seconds.
 AW0009
 AW0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0009.The vertical order pertains to the NGVD 29 superseded value.
 AW0009
 AW0009.The geoid height was determined by GEOID03.
 AW0009
 AW0009;                    North         East    Units  Estimated Accuracy
 AW0009;SPC TXSC     - 4,161,090.      966,400.      MT  (+/- 180 meters Scaled)
 AW0009
 AW0009                          SUPERSEDED SURVEY CONTROL
 AW0009
 AW0009  NGVD 29 (??/??/92)    3.387  (m)           11.11   (f) ADJ UNCH    1 1
 AW0009
 AW0009.Superseded values are not recommended for survey control.
 AW0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0009.See file dsdata.txt to determine how the superseded data were derived.
 AW0009
 AW0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN832359(NAD 83)
 AW0009_MARKER: DB = BENCH MARK DISK
 AW0009_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0009_SP_SET: STAINLESS STEEL ROD
 AW0009_STAMPING: K 1274 1978
 AW0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0009
 AW0009  HISTORY     - Date     Condition        Report By
 AW0009  HISTORY     - 1978     MONUMENTED       NGS
 AW0009  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW0009
 AW0009                          STATION DESCRIPTION
 AW0009
 AW0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0009'5.8 MI SE FROM LIVERPOOL.
 AW0009'5.8 MILES SOUTHEAST ALONG A PAVED ROAD, TURNING TO SHELL ROAD, FROM
 AW0009'THE POST OFFICE IN LIVERPOOL TO WHERE THE ROAD MAKES A SHARP CURVE
 AW0009'AT A FIELD ENTRANCE ROAD,
 AW0009'23 FT SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1 FT
 AW0009'NORTHWEST OF A WIRE FENCE.
 AW0009
 AW0009                          STATION RECOVERY (2004)
 AW0009
 AW0009'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1925 ***********************************************************************
 AW1925  DESIGNATION -  K 1275
 AW1925  PID         -  AW1925
 AW1925  STATE/COUNTY-  TX/HARRIS
 AW1925  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1925
 AW1925                         *CURRENT SURVEY CONTROL
 AW1925  ___________________________________________________________________
 AW1925* NAD 83(1986)-  29 34 29.     (N)    095 09 09.     (W)     SCALED    
 AW1925* NAVD 88     -         7.607  (meters)      24.96   (feet)  ADJUSTED  
 AW1925  ___________________________________________________________________
 AW1925  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW1925  DYNAMIC HT  -           7.597 (meters)      24.92  (feet)  COMP
 AW1925  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 AW1925
 AW1925  VERT ORDER  -  FIRST     CLASS II
 AW1925
 AW1925.The horizontal coordinates were scaled from a topographic map and have
 AW1925.an estimated accuracy of +/- 6 seconds.
 AW1925
 AW1925.The orthometric height was determined by differential leveling
 AW1925.and adjusted by the National Geodetic Survey in June 1991..
 AW1925
 AW1925.The geoid height was determined by GEOID03.
 AW1925
 AW1925.The dynamic height is computed by dividing the NAVD 88
 AW1925.geopotential number by the normal gravity value computed on the
 AW1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1925.degrees latitude (g = 980.6199 gals.).
 AW1925
 AW1925.The modeled gravity was interpolated from observed gravity values.
 AW1925
 AW1925;                    North         East    Units  Estimated Accuracy
 AW1925;SPC TXSC     - 4,199,120.      972,690.      MT  (+/- 180 meters Scaled)
 AW1925
 AW1925                          SUPERSEDED SURVEY CONTROL
 AW1925
 AW1925  NGVD 29 (12/23/87)    7.604  (m)           24.95   (f) ADJUSTED    1 2
 AW1925
 AW1925.Superseded values are not recommended for survey control.
 AW1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1925.See file dsdata.txt to determine how the superseded data were derived.
 AW1925
 AW1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN914735(NAD 83)
 AW1925_MARKER: I = METAL ROD
 AW1925_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1925_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1925_STAMPING: K 1275 1978
 AW1925_MARK LOGO: NGS   
 AW1925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1925+STABILITY: POSITION/ELEVATION WELL
 AW1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1925+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AW1925
 AW1925  HISTORY     - Date     Condition        Report By
 AW1925  HISTORY     - 1978     MONUMENTED       NGS
 AW1925  HISTORY     - 1981     GOOD             NGS
 AW1925  HISTORY     - 1985     GOOD             USPSQD
 AW1925  HISTORY     - 1986     GOOD             NGS
 AW1925  HISTORY     - 1987     GOOD             USPSQD
 AW1925  HISTORY     - 1987     GOOD             USPSQD
 AW1925  HISTORY     - 1987     GOOD             USPSQD
 AW1925  HISTORY     - 1987     GOOD             USPSQD
 AW1925  HISTORY     - 1987     GOOD             USPSQD
 AW1925  HISTORY     - 1987     GOOD             USPSQD
 AW1925  HISTORY     - 1987     GOOD             USPSQD
 AW1925  HISTORY     - 1987     GOOD             USPSQD
 AW1925  HISTORY     - 1987     GOOD             USPSQD
 AW1925  HISTORY     - 1987     GOOD             USPSQD
 AW1925  HISTORY     - 1987     GOOD             USPSQD
 AW1925  HISTORY     - 1987     GOOD             USPSQD
 AW1925  HISTORY     - 1987     GOOD             USPSQD
 AW1925  HISTORY     - 19870413 GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1988     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1989     GOOD             USPSQD
 AW1925  HISTORY     - 1990     GOOD             USPSQD
 AW1925  HISTORY     - 1990     GOOD             USPSQD
 AW1925  HISTORY     - 19931122 GOOD             USPSQD
 AW1925  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1925  HISTORY     - 20050829 GOOD             USPSQD
 AW1925
 AW1925                          STATION DESCRIPTION
 AW1925
 AW1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1925'3.3 MI NW FROM WEBSTER.
 AW1925'ABOUT 3.3 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1925'NASA 1 HIGHWAY IN WEBSTER, 200 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 AW1925'POLE, 108 FEET SOUTHEAST OF A WOOD POLE WITH AN UNDERGROUND CABLE
 AW1925'SIGN, 84.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 9
 AW1925'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON AND
 AW1925'HENDERSON RAILROAD.  THE SLEEVE IS 20 FEET DEEP, -2 INCHES BELOW
 AW1925'THE GROUND.
 AW1925
 AW1925                          STATION RECOVERY (1981)
 AW1925
 AW1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1985)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1925'LID OPEN AND CLOSES TIGHTLY. MARK TYPE IS NOT A BENCH DISK BUT A S.S.
 AW1925'ROD UNDER LIFT COVER WITH PUNCH MARK IN TOP OF ROD.
 AW1925
 AW1925                          STATION RECOVERY (1986)
 AW1925
 AW1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (WAB)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1987)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1988)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (SWG)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1989)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1990)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1990)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (1993)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1925'RECOVERED IN GOOD CONDITION.
 AW1925
 AW1925                          STATION RECOVERY (2001)
 AW1925
 AW1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1925'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1925
 AW1925                          STATION RECOVERY (2005)
 AW1925
 AW1925'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1925'GOOD CONDITION. FOUND AS DESCRIBED. N29 34 29.8 W095 09 07.9. LEFT A
 AW1925'12 INCH WIDE HOLE 6 INCHES DEEP IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1941 ***********************************************************************
 AW1941  DESIGNATION -  K 1276
 AW1941  PID         -  AW1941
 AW1941  STATE/COUNTY-  TX/HARRIS
 AW1941  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1941
 AW1941                         *CURRENT SURVEY CONTROL
 AW1941  ___________________________________________________________________
 AW1941* NAD 83(1986)-  29 35 30.     (N)    095 10 06.     (W)     SCALED    
 AW1941* NAVD 88     -         7.439  (meters)      24.41   (feet)  ADJUSTED  
 AW1941  ___________________________________________________________________
 AW1941  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1941  DYNAMIC HT  -           7.429 (meters)      24.37  (feet)  COMP
 AW1941  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW1941
 AW1941  VERT ORDER  -  FIRST     CLASS II
 AW1941
 AW1941.The horizontal coordinates were scaled from a topographic map and have
 AW1941.an estimated accuracy of +/- 6 seconds.
 AW1941
 AW1941.The orthometric height was determined by differential leveling
 AW1941.and adjusted by the National Geodetic Survey in June 1991..
 AW1941
 AW1941.The geoid height was determined by GEOID03.
 AW1941
 AW1941.The dynamic height is computed by dividing the NAVD 88
 AW1941.geopotential number by the normal gravity value computed on the
 AW1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1941.degrees latitude (g = 980.6199 gals.).
 AW1941
 AW1941.The modeled gravity was interpolated from observed gravity values.
 AW1941
 AW1941;                    North         East    Units  Estimated Accuracy
 AW1941;SPC TXSC     - 4,200,950.      971,090.      MT  (+/- 180 meters Scaled)
 AW1941
 AW1941                          SUPERSEDED SURVEY CONTROL
 AW1941
 AW1941  NGVD 29 (12/23/87)    7.436  (m)           24.40   (f) ADJUSTED    1 2
 AW1941
 AW1941.Superseded values are not recommended for survey control.
 AW1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1941.See file dsdata.txt to determine how the superseded data were derived.
 AW1941
 AW1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN899755(NAD 83)
 AW1941_MARKER: I = METAL ROD
 AW1941_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1941_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1941_STAMPING: K 1276 1978
 AW1941_MARK LOGO: NGS   
 AW1941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1941+STABILITY: POSITION/ELEVATION WELL
 AW1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1941+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AW1941
 AW1941  HISTORY     - Date     Condition        Report By
 AW1941  HISTORY     - 1978     MONUMENTED       NGS
 AW1941  HISTORY     - 1981     GOOD             NGS
 AW1941  HISTORY     - 1985     GOOD             USPSQD
 AW1941  HISTORY     - 1986     POOR             NGS
 AW1941  HISTORY     - 1987     GOOD             USPSQD
 AW1941  HISTORY     - 1987     GOOD             USPSQD
 AW1941  HISTORY     - 1987     GOOD             USPSQD
 AW1941  HISTORY     - 1987     GOOD             USPSQD
 AW1941  HISTORY     - 1987     GOOD             USPSQD
 AW1941  HISTORY     - 1987     GOOD             USPSQD
 AW1941  HISTORY     - 1987     GOOD             USPSQD
 AW1941  HISTORY     - 1987     GOOD             USPSQD
 AW1941  HISTORY     - 1987     GOOD             USPSQD
 AW1941  HISTORY     - 1987     GOOD             USPSQD
 AW1941  HISTORY     - 1987     GOOD             USPSQD
 AW1941  HISTORY     - 19870412 GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1988     GOOD             USPSQD
 AW1941  HISTORY     - 1989     GOOD             USPSQD
 AW1941  HISTORY     - 1989     GOOD             USPSQD
 AW1941  HISTORY     - 1989     GOOD             USPSQD
 AW1941  HISTORY     - 1989     GOOD             USPSQD
 AW1941  HISTORY     - 1989     GOOD             USPSQD
 AW1941  HISTORY     - 1989     GOOD             USPSQD
 AW1941  HISTORY     - 1989     GOOD             USPSQD
 AW1941  HISTORY     - 1989     GOOD             USPSQD
 AW1941  HISTORY     - 1989     GOOD             USPSQD
 AW1941  HISTORY     - 1989     GOOD             USPSQD
 AW1941  HISTORY     - 1989     POOR             USPSQD
 AW1941  HISTORY     - 1990     GOOD             USPSQD
 AW1941  HISTORY     - 1990     GOOD             USPSQD
 AW1941  HISTORY     - 19940219 GOOD             USPSQD
 AW1941  HISTORY     - 20000124 GOOD             USPSQD
 AW1941  HISTORY     - 20010331 GOOD             NGS
 AW1941  HISTORY     - 20050828 GOOD             USPSQD
 AW1941
 AW1941                          STATION DESCRIPTION
 AW1941
 AW1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1941'4.7 MI NW FROM WEBSTER.
 AW1941'ABOUT 4.7 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1941'NASA 1 HIGHWAY IN WEBSTER, 164 FEET NORTHWEST OF L 1276, 90 FEET
 AW1941'SOUTHEAST OF A TELEPHONE POLE WITH SIGN 17-00, 83 FEET NORTHEAST
 AW1941'OF THE CENTERLINE OF THE HIGHWAY, 42 FEET EAST OF A STEEL POST WITH
 AW1941'AN UNDERGROUND CABLE SIGN, 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 AW1941'THE GALVESTON, HOUSTON AND HENDERSON RAILROAD.  THE SLEEVE IS 30
 AW1941'FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1941
 AW1941                          STATION RECOVERY (1981)
 AW1941
 AW1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1985)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1986)
 AW1941
 AW1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1941'RECOVERED IN POOR CONDITION.  THE MONUMENT HAS BEEN STRUCK BY HEAVY
 AW1941'EQUIPMENT AND THE ACCESS COVER IS CRACKED AND DATUM POINT IS NOT
 AW1941'CENTERED.
 AW1941
 AW1941                          STATION RECOVERY (1987)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1987)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1987)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1987)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1987)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1987)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1987)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1987)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1987)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1987)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1987)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1987)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1988)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1989)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1989)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1989)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1989)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1989)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1989)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1989)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1989)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1989)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1989)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1989)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1941'MARK RECOVERED IN POOR CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1990)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1990)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (1994)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (2000)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1941'RECOVERED IN GOOD CONDITION.
 AW1941
 AW1941                          STATION RECOVERY (2001)
 AW1941
 AW1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1941'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1941
 AW1941                          STATION RECOVERY (2005)
 AW1941
 AW1941'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1941'FOUND THE MARK AS DESCRIBED. PAINTED WHITE SPOT ON THE RAILROAD TRACK
 AW1941'TO MAKE IT EASY TO FIND NEXT YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2017 ***********************************************************************
 AW2017  DESIGNATION -  K 1277
 AW2017  PID         -  AW2017
 AW2017  STATE/COUNTY-  TX/BRAZORIA
 AW2017  USGS QUAD   -  MANVEL (1974)
 AW2017
 AW2017                         *CURRENT SURVEY CONTROL
 AW2017  ___________________________________________________________________
 AW2017* NAD 83(1986)-  29 26 15.     (N)    095 16 49.     (W)     SCALED    
 AW2017* NAVD 88     -        12.235  (meters)      40.14   (feet)  ADJUSTED  
 AW2017  ___________________________________________________________________
 AW2017  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW2017  DYNAMIC HT  -          12.218 (meters)      40.09  (feet)  COMP
 AW2017  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 AW2017
 AW2017  VERT ORDER  -  FIRST     CLASS II
 AW2017
 AW2017.The horizontal coordinates were scaled from a topographic map and have
 AW2017.an estimated accuracy of +/- 6 seconds.
 AW2017
 AW2017.The orthometric height was determined by differential leveling
 AW2017.and adjusted by the National Geodetic Survey in June 1991..
 AW2017
 AW2017.The geoid height was determined by GEOID03.
 AW2017
 AW2017.The dynamic height is computed by dividing the NAVD 88
 AW2017.geopotential number by the normal gravity value computed on the
 AW2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2017.degrees latitude (g = 980.6199 gals.).
 AW2017
 AW2017.The modeled gravity was interpolated from observed gravity values.
 AW2017
 AW2017;                    North         East    Units  Estimated Accuracy
 AW2017;SPC TXSC     - 4,183,520.      960,800.      MT  (+/- 180 meters Scaled)
 AW2017
 AW2017                          SUPERSEDED SURVEY CONTROL
 AW2017
 AW2017  NGVD 29 (12/23/87)   12.231  (m)           40.13   (f) ADJUSTED    1 2
 AW2017
 AW2017.Superseded values are not recommended for survey control.
 AW2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2017.See file dsdata.txt to determine how the superseded data were derived.
 AW2017
 AW2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN788586(NAD 83)
 AW2017_MARKER: DB = BENCH MARK DISK
 AW2017_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2017_SP_SET: STAINLESS STEEL ROD
 AW2017_STAMPING: K 1277 1978
 AW2017_MARK LOGO: NGS   
 AW2017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2017
 AW2017  HISTORY     - Date     Condition        Report By
 AW2017  HISTORY     - 1978     MONUMENTED       NGS
 AW2017  HISTORY     - 1987     GOOD             NGS
 AW2017  HISTORY     - 1990     GOOD             USPSQD
 AW2017  HISTORY     - 19960928 GOOD             USPSQD
 AW2017
 AW2017                          STATION DESCRIPTION
 AW2017
 AW2017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2017'2.4 MI WEST FROM ALVIN.
 AW2017'ABOUT 2.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 AW2017'FROM THE STATION IN ALVIN, 189 FEET NORTHWEST AND ACROSS THE TRACKS
 AW2017'FROM MILE POST 31, 41.5 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD
 AW2017'(OLD MANVEL ROAD), 44 FEET SOUTH OF THE SOUTH RAIL, AND 1.5 FEET
 AW2017'SOUTHEAST OF A TELEPHONE POLE.
 AW2017
 AW2017                          STATION RECOVERY (1987)
 AW2017
 AW2017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2017'RECOVERED IN GOOD CONDITION.
 AW2017
 AW2017                          STATION RECOVERY (1990)
 AW2017
 AW2017'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW2017'RECOVERED IN GOOD CONDITION.
 AW2017
 AW2017                          STATION RECOVERY (1996)
 AW2017
 AW2017'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1989 ***********************************************************************
 AW1989  DESIGNATION -  K 1278
 AW1989  PID         -  AW1989
 AW1989  STATE/COUNTY-  TX/HARRIS
 AW1989  USGS QUAD   -  PASADENA (1995)
 AW1989
 AW1989                         *CURRENT SURVEY CONTROL
 AW1989  ___________________________________________________________________
 AW1989* NAD 83(1986)-  29 42 27.     (N)    095 14 01.     (W)     SCALED    
 AW1989* NAVD 88     -         8.208  (meters)      26.93   (feet)  ADJUSTED  
 AW1989  ___________________________________________________________________
 AW1989  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW1989  DYNAMIC HT  -           8.197 (meters)      26.89  (feet)  COMP
 AW1989  MODELED GRAV-     979,282.6   (mgal)                       NAVD 88
 AW1989
 AW1989  VERT ORDER  -  FIRST     CLASS II
 AW1989
 AW1989.The horizontal coordinates were scaled from a topographic map and have
 AW1989.an estimated accuracy of +/- 6 seconds.
 AW1989
 AW1989.The orthometric height was determined by differential leveling
 AW1989.and adjusted by the National Geodetic Survey in June 1991..
 AW1989
 AW1989.The geoid height was determined by GEOID03.
 AW1989
 AW1989.The dynamic height is computed by dividing the NAVD 88
 AW1989.geopotential number by the normal gravity value computed on the
 AW1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1989.degrees latitude (g = 980.6199 gals.).
 AW1989
 AW1989.The modeled gravity was interpolated from observed gravity values.
 AW1989
 AW1989;                    North         East    Units  Estimated Accuracy
 AW1989;SPC TXSC     - 4,213,580.      964,360.      MT  (+/- 180 meters Scaled)
 AW1989
 AW1989                          SUPERSEDED SURVEY CONTROL
 AW1989
 AW1989  NGVD 29 (12/23/87)    8.205  (m)           26.92   (f) ADJUSTED    1 2
 AW1989
 AW1989.Superseded values are not recommended for survey control.
 AW1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1989.See file dsdata.txt to determine how the superseded data were derived.
 AW1989
 AW1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN839884(NAD 83)
 AW1989_MARKER: DB = BENCH MARK DISK
 AW1989_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1989_SP_SET: STAINLESS STEEL ROD
 AW1989_STAMPING: K 1278 1978
 AW1989_MARK LOGO: NGS   
 AW1989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1989+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2004
 AW1989
 AW1989  HISTORY     - Date     Condition        Report By
 AW1989  HISTORY     - 1978     MONUMENTED       NGS
 AW1989  HISTORY     - 1986     GOOD             NGS
 AW1989  HISTORY     - 1987     GOOD             USPSQD
 AW1989  HISTORY     - 1989     GOOD             USPSQD
 AW1989  HISTORY     - 1990     GOOD             USPSQD
 AW1989  HISTORY     - 1990     GOOD             USPSQD
 AW1989  HISTORY     - 19981017 GOOD             USPSQD
 AW1989  HISTORY     - 20041125 GOOD             USPSQD
 AW1989
 AW1989                          STATION DESCRIPTION
 AW1989
 AW1989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1989'0.8 MI WEST FROM PASADENA.
 AW1989'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 225 FROM THE RICHEY STREET
 AW1989'OVERPASS IN PASADENA.  SET ON THE SOUTH SIDE OF THE SOUTH ONE OF
 AW1989'TWO HIGHLINE TOWERS WHICH ARE 300 FEET SOUTH OF AND BETWEEN GASOLINE
 AW1989'STORAGE TANKS, NUMBERS 564 AND 565, 77 FEET SOUTHWEST OF A PIPELINE
 AW1989'MARKER POST, 74 FEET SOUTH OF A CYCLONE FENCE, 66 FEET NORTH OF THE
 AW1989'NORTH EDGE OF WEST BOUND LANES OF THE HIGHWAY, 4.5 FEET EAST OF THE
 AW1989'SOUTHWEST LEG OF THE TOWER, AND 4 FEET WEST OF THE SOUTHEAST LEG OF
 AW1989'THE TOWER.
 AW1989
 AW1989                          STATION RECOVERY (1986)
 AW1989
 AW1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1989'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1989'EXCEPT ADD ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP AND
 AW1989'THE MARK IS 0.40 METERS  S FROM  A WITNESS POST
 AW1989
 AW1989                          STATION RECOVERY (1987)
 AW1989
 AW1989'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1989'RECOVERED IN GOOD CONDITION.
 AW1989
 AW1989                          STATION RECOVERY (1989)
 AW1989
 AW1989'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1989'RECOVERED IN GOOD CONDITION.
 AW1989
 AW1989                          STATION RECOVERY (1990)
 AW1989
 AW1989'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1989'RECOVERED IN GOOD CONDITION.
 AW1989
 AW1989                          STATION RECOVERY (1990)
 AW1989
 AW1989'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1989'RECOVERED IN GOOD CONDITION.
 AW1989
 AW1989                          STATION RECOVERY (1998)
 AW1989
 AW1989'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1989'RECOVERED IN GOOD CONDITION.
 AW1989
 AW1989                          STATION RECOVERY (2004)
 AW1989
 AW1989'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2346 ***********************************************************************
 AW2346  DESIGNATION -  K 1279
 AW2346  PID         -  AW2346
 AW2346  STATE/COUNTY-  TX/HARRIS
 AW2346  USGS QUAD   -  BELLAIRE (1995)
 AW2346
 AW2346                         *CURRENT SURVEY CONTROL
 AW2346  ___________________________________________________________________
 AW2346* NAD 83(1986)-  29 43 31.     (N)    095 25 00.     (W)     SCALED    
 AW2346* NAVD 88     -        15.445  (meters)      50.67   (feet)  ADJUSTED  
 AW2346  ___________________________________________________________________
 AW2346  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW2346  DYNAMIC HT  -          15.424 (meters)      50.60  (feet)  COMP
 AW2346  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AW2346
 AW2346  VERT ORDER  -  FIRST     CLASS II
 AW2346
 AW2346.The horizontal coordinates were scaled from a topographic map and have
 AW2346.an estimated accuracy of +/- 6 seconds.
 AW2346
 AW2346.The orthometric height was determined by differential leveling
 AW2346.and adjusted by the National Geodetic Survey in June 1991..
 AW2346
 AW2346.The geoid height was determined by GEOID03.
 AW2346
 AW2346.The dynamic height is computed by dividing the NAVD 88
 AW2346.geopotential number by the normal gravity value computed on the
 AW2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2346.degrees latitude (g = 980.6199 gals.).
 AW2346
 AW2346.The modeled gravity was interpolated from observed gravity values.
 AW2346
 AW2346;                    North         East    Units  Estimated Accuracy
 AW2346;SPC TXSC     - 4,214,990.      946,600.      MT  (+/- 180 meters Scaled)
 AW2346
 AW2346                          SUPERSEDED SURVEY CONTROL
 AW2346
 AW2346  NGVD 29 (12/23/87)   15.441  (m)           50.66   (f) ADJUSTED    1 2
 AW2346
 AW2346.Superseded values are not recommended for survey control.
 AW2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2346.See file dsdata.txt to determine how the superseded data were derived.
 AW2346
 AW2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN662907(NAD 83)
 AW2346_MARKER: DB = BENCH MARK DISK
 AW2346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2346_SP_SET: STAINLESS STEEL ROD
 AW2346_STAMPING: K 1279 1978
 AW2346_MARK LOGO: NGS   
 AW2346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2346
 AW2346  HISTORY     - Date     Condition        Report By
 AW2346  HISTORY     - 1978     MONUMENTED       NGS
 AW2346  HISTORY     - 1983     GOOD             NGS
 AW2346  HISTORY     - 1986     GOOD             NGS
 AW2346  HISTORY     - 1987     GOOD             USPSQD
 AW2346  HISTORY     - 1989     GOOD             USPSQD
 AW2346  HISTORY     - 1989     GOOD             USPSQD
 AW2346  HISTORY     - 19931030 GOOD             USPSQD
 AW2346  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 AW2346
 AW2346                          STATION DESCRIPTION
 AW2346
 AW2346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2346'5.3 MI SW FROM HOUSTON.
 AW2346'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AW2346'RAILROAD STATION IN HOUSTON, THENCE ABOUT 3.2 MILES SOUTH-SOUTHWEST
 AW2346'ALONG MAIN STREET, AND THENCE ABOUT 1.7 MILES WEST ALONG BISSONETT
 AW2346'STREET, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF KELVIN DRIVE,
 AW2346'43 FEET SOUTH AND ACROSS THE STREET FROM POWER POLE NUMBER 23916, 24
 AW2346'FEET SOUTH OF THE CENTERLINE OF THE STREET, 19 FEET EAST OF THE
 AW2346'CENTERLINE OF KELVIN DRIVE, 14 FEET NORTHWEST OF THE NORTHWEST
 AW2346'CORNER OF D. CLAYTON COMPANY, 2439 BISSONETT STREET, AND 2 FEET WEST
 AW2346'OF A POWER POLE.
 AW2346
 AW2346                          STATION RECOVERY (1983)
 AW2346
 AW2346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2346'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW2346'0.2 KM (0.15 MI) NORTHWEST ALONG CONGRESS STREET FROM THE INTERSECTION
 AW2346'OF SAN JACINTO STREET AT THE NORTH-NORTHEAST CORNER OF THE HARRIS
 AW2346'COUNTY CIVIL COURTS BUILDING IN HOUSTON, THENCE 4.0 KM (2.5 MI)
 AW2346'SOUTHWEST ALONG MAIN STREET, THENCE 2.6 KM (1.65 MI) WEST ALONG
 AW2346'BISSONNET STREET, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 AW2346'KELVIN DRIVE, 7.31 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF
 AW2346'BISSONNET STREET, 5.79 METERS (19.0 FT) EAST OF THE CENTERLINE OF
 AW2346'KELVIN DRIVE, 4.27 METERS (14.0 FT) NORTHWEST OF THE NORTHWEST CORNER
 AW2346'OF THE D. CLAYTON COMPANY BUILDING (2439 BISSONNET STREET), AND
 AW2346'0.61 METERS (2.0 FT) WEST OF A POWERLINE POLE.  FLUSH WITH THE GROUND.
 AW2346'THE MARK IS 0.15 M ABOVE STREET.
 AW2346
 AW2346                          STATION RECOVERY (1986)
 AW2346
 AW2346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2346'RECOVERED IN GOOD CONDITION.
 AW2346
 AW2346                          STATION RECOVERY (1987)
 AW2346
 AW2346'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2346'RECOVERED IN GOOD CONDITION.
 AW2346
 AW2346                          STATION RECOVERY (1989)
 AW2346
 AW2346'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW2346'RECOVERED IN GOOD CONDITION.
 AW2346
 AW2346                          STATION RECOVERY (1989)
 AW2346
 AW2346'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW2346'RECOVERED IN GOOD CONDITION.
 AW2346
 AW2346                          STATION RECOVERY (1993)
 AW2346
 AW2346'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2346'RECOVERED IN GOOD CONDITION.
 AW2346
 AW2346                          STATION RECOVERY (2004)
 AW2346
 AW2346'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2346'NEW CONCRETE HANDI CAPPED WALK HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0525 ***********************************************************************
 AJ0525  DESIGNATION -  K 128
 AJ0525  PID         -  AJ0525
 AJ0525  STATE/COUNTY-  TX/JIM HOGG
 AJ0525  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0525
 AJ0525                         *CURRENT SURVEY CONTROL
 AJ0525  ___________________________________________________________________
 AJ0525* NAD 83(1986)-  27 16 07.     (N)    098 39 44.     (W)     SCALED    
 AJ0525* NAVD 88     -       168.290  (meters)     552.13   (feet)  ADJUSTED  
 AJ0525  ___________________________________________________________________
 AJ0525  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AJ0525  DYNAMIC HT  -         168.021 (meters)     551.25  (feet)  COMP
 AJ0525  MODELED GRAV-     979,046.3   (mgal)                       NAVD 88
 AJ0525
 AJ0525  VERT ORDER  -  SECOND    CLASS 0
 AJ0525
 AJ0525.The horizontal coordinates were scaled from a topographic map and have
 AJ0525.an estimated accuracy of +/- 6 seconds.
 AJ0525
 AJ0525.The orthometric height was determined by differential leveling
 AJ0525.and adjusted by the National Geodetic Survey in June 1991..
 AJ0525
 AJ0525.The geoid height was determined by GEOID03.
 AJ0525
 AJ0525.The dynamic height is computed by dividing the NAVD 88
 AJ0525.geopotential number by the normal gravity value computed on the
 AJ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0525.degrees latitude (g = 980.6199 gals.).
 AJ0525
 AJ0525.The modeled gravity was interpolated from observed gravity values.
 AJ0525
 AJ0525;                    North         East    Units  Estimated Accuracy
 AJ0525;SPC TX S     - 5,177,490.      283,940.      MT  (+/- 180 meters Scaled)
 AJ0525
 AJ0525                          SUPERSEDED SURVEY CONTROL
 AJ0525
 AJ0525  NGVD 29 (??/??/92)  168.325  (m)          552.25   (f) ADJ UNCH    2 0
 AJ0525
 AJ0525.Superseded values are not recommended for survey control.
 AJ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0525.See file dsdata.txt to determine how the superseded data were derived.
 AJ0525
 AJ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR334162(NAD 83)
 AJ0525_MARKER: DB = BENCH MARK DISK
 AJ0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0525_STAMPING: K-128 1933
 AJ0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0525+STABILITY: SURFACE MOTION
 AJ0525
 AJ0525  HISTORY     - Date     Condition        Report By
 AJ0525  HISTORY     - 1933     MONUMENTED       CGS
 AJ0525  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0525
 AJ0525                          STATION DESCRIPTION
 AJ0525
 AJ0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0525'3.2 MI S FROM HEBBRONVILLE.
 AJ0525'ALONG THE HEBBRONVILLE-ALTA VISTA ROAD.  AT PRIVATE ENTRANCE 4 FEET
 AJ0525'WEST OF THE WEST RIGHT-OF-WAY FENCE OF THE ROAD AND 12 FEET SOUTH OF
 AJ0525'THE GATE.
 AJ0525
 AJ0525                          STATION RECOVERY (1968)
 AJ0525
 AJ0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1770 ***********************************************************************
 AW1770  DESIGNATION -  K 1280
 AW1770  PID         -  AW1770
 AW1770  STATE/COUNTY-  TX/HARRIS
 AW1770  USGS QUAD   -  SATSUMA (1982)
 AW1770
 AW1770                         *CURRENT SURVEY CONTROL
 AW1770  ___________________________________________________________________
 AW1770* NAD 83(1986)-  29 54 55.     (N)    095 30 34.     (W)     SCALED    
 AW1770* NAVD 88     -        32.854  (meters)     107.79   (feet)  ADJUSTED  
 AW1770  ___________________________________________________________________
 AW1770  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AW1770  DYNAMIC HT  -          32.809 (meters)     107.64  (feet)  COMP
 AW1770  MODELED GRAV-     979,291.6   (mgal)                       NAVD 88
 AW1770
 AW1770  VERT ORDER  -  FIRST     CLASS II
 AW1770
 AW1770.The horizontal coordinates were scaled from a topographic map and have
 AW1770.an estimated accuracy of +/- 6 seconds.
 AW1770
 AW1770.The orthometric height was determined by differential leveling
 AW1770.and adjusted by the National Geodetic Survey in June 1991..
 AW1770
 AW1770.The geoid height was determined by GEOID03.
 AW1770
 AW1770.The dynamic height is computed by dividing the NAVD 88
 AW1770.geopotential number by the normal gravity value computed on the
 AW1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1770.degrees latitude (g = 980.6199 gals.).
 AW1770
 AW1770.The modeled gravity was interpolated from observed gravity values.
 AW1770
 AW1770;                    North         East    Units  Estimated Accuracy
 AW1770;SPC TXSC     - 4,235,770.      937,000.      MT  (+/- 180 meters Scaled)
 AW1770
 AW1770                          SUPERSEDED SURVEY CONTROL
 AW1770
 AW1770  NGVD 29 (12/23/87)   32.849  (m)          107.77   (f) ADJUSTED    1 2
 AW1770
 AW1770.Superseded values are not recommended for survey control.
 AW1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1770.See file dsdata.txt to determine how the superseded data were derived.
 AW1770
 AW1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP577120(NAD 83)
 AW1770_MARKER: B = BOLT
 AW1770_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1770+WITH SETTING: PAVEMENT
 AW1770_SP_SET: TOWER FOUNDATION
 AW1770_STAMPING: K 1280 1978
 AW1770_MARK LOGO: NONE  
 AW1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1770+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW1770
 AW1770  HISTORY     - Date     Condition        Report By
 AW1770  HISTORY     - 1978     MONUMENTED       NGS
 AW1770  HISTORY     - 1986     GOOD             NGS
 AW1770  HISTORY     - 19940404 GOOD             USPSQD
 AW1770  HISTORY     - 20040712 GOOD             USPSQD
 AW1770  HISTORY     - 20051014 GOOD             USPSQD
 AW1770
 AW1770                          STATION DESCRIPTION
 AW1770
 AW1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1770'12.6 MI NW FROM HOUSTON.
 AW1770'ABOUT 2.7 MILES NORTH ALONG SHEPHERD DRIVE FROM THE CROSSING OF THE
 AW1770'MISSOURI, KANSAS AND TEXAS RAILROAD IN HOUSTON, AND THENCE 9.9 MILES
 AW1770'NORTHWEST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD.  THE CAP OF A
 AW1770'3 INCH BOLT IN THE SOUTHWEST CORNER OF A LARGE STEEL HIGHLINE POLE,
 AW1770'120 FEET NORTHWEST OF THE CENTERLINE OF A DRAINAGE DITCH LEADING
 AW1770'EAST, 87 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A BOARD FENCE
 AW1770'AROUND A SUBDIVISION, 25 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 AW1770'SIDE TRACKS OF THE RAILROAD, 15 FEET SOUTHWEST OF A BOARD FENCE, AND
 AW1770'7 FEET SOUTHWEST OF A WIRE FENCE.
 AW1770
 AW1770                          STATION RECOVERY (1986)
 AW1770
 AW1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1770'RECOVERED IN GOOD CONDITION.
 AW1770
 AW1770                          STATION RECOVERY (1994)
 AW1770
 AW1770'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1770'RECOVERED IN GOOD CONDITION.
 AW1770
 AW1770                          STATION RECOVERY (2004)
 AW1770
 AW1770'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1770'RECOVERED IN GOOD CONDITION.
 AW1770
 AW1770                          STATION RECOVERY (2005)
 AW1770
 AW1770'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1770'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1860 ***********************************************************************
 BL1860  DESIGNATION -  K 1281
 BL1860  PID         -  BL1860
 BL1860  STATE/COUNTY-  TX/WALLER
 BL1860  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1860
 BL1860                         *CURRENT SURVEY CONTROL
 BL1860  ___________________________________________________________________
 BL1860* NAD 83(1986)-  30 07 46.     (N)    095 51 20.     (W)     SCALED    
 BL1860* NAVD 88     -        82.32   (+/-2cm)     270.1    (feet)  VERTCON   
 BL1860  ___________________________________________________________________
 BL1860  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1860
 BL1860  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1860
 BL1860.The horizontal coordinates were scaled from a topographic map and have
 BL1860.an estimated accuracy of +/- 6 seconds.
 BL1860
 BL1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1860.The vertical order pertains to the NGVD 29 superseded value.
 BL1860
 BL1860.The geoid height was determined by GEOID03.
 BL1860
 BL1860;                    North         East    Units  Estimated Accuracy
 BL1860;SPC TXSC     - 4,258,550.      902,950.      MT  (+/- 180 meters Scaled)
 BL1860
 BL1860                          SUPERSEDED SURVEY CONTROL
 BL1860
 BL1860  NGVD 29 (04/06/79)   82.307  (m)          270.04   (f) ADJUSTED    1 2
 BL1860
 BL1860.Superseded values are not recommended for survey control.
 BL1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1860.See file dsdata.txt to determine how the superseded data were derived.
 BL1860
 BL1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP248365(NAD 83)
 BL1860_MARKER: DB = BENCH MARK DISK
 BL1860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1860_SP_SET: STAINLESS STEEL ROD
 BL1860_STAMPING: K 1281 1978
 BL1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1860+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 BL1860
 BL1860  HISTORY     - Date     Condition        Report By
 BL1860  HISTORY     - 1978     MONUMENTED       NGS
 BL1860  HISTORY     - 1987     GOOD             USPSQD
 BL1860  HISTORY     - 20050825 GOOD             GEOCAC
 BL1860
 BL1860                          STATION DESCRIPTION
 BL1860
 BL1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1860'12.8 MI NE FROM WALLER.
 BL1860'0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF
 BL1860'ALLIANCE STREET AND U.S. HIGHWAY 290 IN WALLER, THENCE
 BL1860'0.05 MILE
 BL1860'NORTH ALONG A PAVED ROAD, THENCE 0.05 MILE EAST ALONG MILLS ROAD,
 BL1860'THENCE ABOUT 5.1 MILES NORTH ALONG FIELDS STORE ROAD, THENCE 0.4 MILE
 BL1860'EAST ALONG MAYER ROAD, THENCE 2.0 MILES NORTH ALONG FIELDS STORE
 BL1860'ROAD, THENCE 1.1 MILES EAST ALONG JOSEPH ROAD, THENCE 1.65 MILES
 BL1860'SOUTHEAST ALONG HEGAR ROAD, THENCE 0.15 MILE SOUTH ALONG KICKAPOO
 BL1860'ROAD, AND THENCE 1.85 MILES SOUTHEAST ALONG HEGAR ROAD.  0.05 MILE
 BL1860'EAST OF A ONE STORY BRICK HOUSE, 35 FEET SOUTH OF THE CENTERLINE OF
 BL1860'HEGAR ROAD, 9 FEET WEST OF THE EXTENDED CENTERLINE OF A FIELD ROAD
 BL1860'LEADING NORTH WITH A WIRE GATE, 1.5 FEET WEST OF A POWER POLE WITH 2
 BL1860'GUY WIRES, AND IS A JUNCTION POLE FOR A T JUNCTION OF LINES, POLE
 BL1860'NUMBER 55, AND 1 FOOT NORTH OF THE SOUTHERLY RIGHT OF WAY FENCE.
 BL1860'DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BL1860'4 INCH PLASTIC SCREW PLUG.
 BL1860
 BL1860                          STATION RECOVERY (1987)
 BL1860
 BL1860'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 BL1860'RECOVERED IN GOOD CONDITION.
 BL1860
 BL1860                          STATION RECOVERY (2005)
 BL1860
 BL1860'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1860'11 FEET EAST OF THE EXTENDED CENTERLINE OF THE PRIVATE DRIVE AT 27622
 BL1860'HEGAR RD, 3 FEET WEST OF PHONE BOX 571, AND 1.5 FEET EAST OF A METAL
 BL1860'WITNESS POST. LAT/LON BY HANDHELD GPS(NAD83) N30 07 45.9 W095 51 23.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1838 ***********************************************************************
 BL1838  DESIGNATION -  K 1282
 BL1838  PID         -  BL1838
 BL1838  STATE/COUNTY-  TX/WALLER
 BL1838  USGS QUAD   -  HOCKLEY (1980)
 BL1838
 BL1838                         *CURRENT SURVEY CONTROL
 BL1838  ___________________________________________________________________
 BL1838* NAD 83(1986)-  30 05 56.     (N)    095 48 46.     (W)     SCALED    
 BL1838* NAVD 88     -        70.90   (+/-2cm)     232.6    (feet)  VERTCON   
 BL1838  ___________________________________________________________________
 BL1838  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1838
 BL1838  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1838
 BL1838.The horizontal coordinates were scaled from a topographic map and have
 BL1838.an estimated accuracy of +/- 6 seconds.
 BL1838
 BL1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1838.The vertical order pertains to the NGVD 29 superseded value.
 BL1838
 BL1838.The geoid height was determined by GEOID03.
 BL1838
 BL1838;                    North         East    Units  Estimated Accuracy
 BL1838;SPC TXSC     - 4,255,280.      907,170.      MT  (+/- 180 meters Scaled)
 BL1838
 BL1838                          SUPERSEDED SURVEY CONTROL
 BL1838
 BL1838  NGVD 29 (??/??/92)   70.888  (m)          232.57   (f) ADJ UNCH    1 2
 BL1838
 BL1838.Superseded values are not recommended for survey control.
 BL1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1838.See file dsdata.txt to determine how the superseded data were derived.
 BL1838
 BL1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP289330(NAD 83)
 BL1838_MARKER: DB = BENCH MARK DISK
 BL1838_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1838_SP_SET: STAINLESS STEEL ROD
 BL1838_STAMPING: K 1282 1978
 BL1838_MARK LOGO: NGS   
 BL1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1838+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 BL1838
 BL1838  HISTORY     - Date     Condition        Report By
 BL1838  HISTORY     - 1978     MONUMENTED       NGS
 BL1838  HISTORY     - 1986     GOOD             NGS
 BL1838  HISTORY     - 20050825 GOOD             GEOCAC
 BL1838
 BL1838                          STATION DESCRIPTION
 BL1838
 BL1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1838'6.8 MI NE FROM HOCKLEY.
 BL1838'3.0 MILES NORTH ALONG HEGAR ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 BL1838'290 IN HOCKLEY, THENCE 1.75 MILES EAST ALONG FARM ROAD 2920, AND
 BL1838'THENCE 2.05 MILES NORTH ALONG NICHOLS ROAD.  NOTE=NICHOLS ROAD IS
 BL1838'MURREL ROAD AT ITS NORTH END.  53 FEET SOUTH OF THE CENTER OF A
 BL1838'METAL GATE, 23 FEET EAST OF THE CENTER OF A DIRT ROAD, AND 1.2 FEET
 BL1838'WEST OF THE EASTERLY RIGHT OF WAY FENCE.  DISK IS LEVEL WITH THE
 BL1838'GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC SCREW
 BL1838'PLUG.
 BL1838
 BL1838                          STATION RECOVERY (1986)
 BL1838
 BL1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1838'RECOVERED IN GOOD CONDITION.
 BL1838
 BL1838                          STATION RECOVERY (2005)
 BL1838
 BL1838'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1838'36 FEET SOUTH OF PHONE BOX 591
 BL1838'LAT/LON BY HANDHELD GPS(NAD83) N30 05 55.9 W095 48 46.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2379 ***********************************************************************
 BY2379  DESIGNATION -  K 1283
 BY2379  PID         -  BY2379
 BY2379  STATE/COUNTY-  TX/SHELBY
 BY2379  USGS QUAD   -  TENAHA EAST (1984)
 BY2379
 BY2379                         *CURRENT SURVEY CONTROL
 BY2379  ___________________________________________________________________
 BY2379* NAD 83(1986)-  31 55 05.     (N)    094 13 46.     (W)     SCALED    
 BY2379* NAVD 88     -        90.043  (meters)     295.42   (feet)  ADJUSTED  
 BY2379  ___________________________________________________________________
 BY2379  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BY2379  DYNAMIC HT  -          89.936 (meters)     295.06  (feet)  COMP
 BY2379  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 BY2379
 BY2379  VERT ORDER  -  FIRST     CLASS II
 BY2379
 BY2379.The horizontal coordinates were scaled from a topographic map and have
 BY2379.an estimated accuracy of +/- 6 seconds.
 BY2379
 BY2379.The orthometric height was determined by differential leveling
 BY2379.and adjusted by the National Geodetic Survey in June 1991..
 BY2379
 BY2379.The geoid height was determined by GEOID03.
 BY2379
 BY2379.The dynamic height is computed by dividing the NAVD 88
 BY2379.geopotential number by the normal gravity value computed on the
 BY2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2379.degrees latitude (g = 980.6199 gals.).
 BY2379
 BY2379.The modeled gravity was interpolated from observed gravity values.
 BY2379
 BY2379;                    North         East    Units  Estimated Accuracy
 BY2379;SPC TX C     - 3,265,430.    1,277,000.      MT  (+/- 180 meters Scaled)
 BY2379
 BY2379                          SUPERSEDED SURVEY CONTROL
 BY2379
 BY2379  NGVD 29 (??/??/??)   90.088  (m)          295.56   (f) ADJUSTED    1 2
 BY2379
 BY2379.Superseded values are not recommended for survey control.
 BY2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2379.See file dsdata.txt to determine how the superseded data were derived.
 BY2379
 BY2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR837320(NAD 83)
 BY2379_MARKER: DB = BENCH MARK DISK
 BY2379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2379_SP_SET: STAINLESS STEEL ROD
 BY2379_STAMPING: K 1283 1979
 BY2379_PROJECTION: FLUSH
 BY2379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2379_ROD/PIPE-DEPTH: 3.05 meters
 BY2379
 BY2379  HISTORY     - Date     Condition        Report By
 BY2379  HISTORY     - 1979     MONUMENTED       NGS
 BY2379
 BY2379                          STATION DESCRIPTION
 BY2379
 BY2379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2379'2.0 MI SE FROM TENAHA.
 BY2379'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BY2379'HIGHWAY 84 IN TENAHA, AT THE JUNCTION OF A DIRT ROAD LEADING WEST, AT
 BY2379'THE SOUTHEAST CORNER OF THE UNION CEMETERY, 109.5 FT. WEST OF THE
 BY2379'CENTERLINE OF THE HIGHWAY, 44.5 FT. WEST OF THE SOUTHEAST CORNER OF
 BY2379'A CYCLONE FENCE, 25.0 FT. NORTH OF THE CENTERLINE OF THE DIRT ROAD,
 BY2379'9.0 FT. EAST OF A POWERLINE POLE, 1.0 FT. SOUTH OF A CHAIN LINK
 BY2379'FENCE.  NOTE-AN EXHAUSTIVE EFFORT AND A NEW LOCATION WERE USED TO
 BY2379'NO AVAIL TO GET MORE DEPTH ON THE ROD.  DISK IS 2 INCHES BELOW
 BY2379'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2379'THE MARK IS 2 FT  W FROM A WITNESS POST.
 BY2379'THE MARK IS 3 FT ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2531 ***********************************************************************
 BY2531  DESIGNATION -  K 1284
 BY2531  PID         -  BY2531
 BY2531  STATE/COUNTY-  TX/NACOGDOCHES
 BY2531  USGS QUAD   -  GARRISON EAST (1984)
 BY2531
 BY2531                         *CURRENT SURVEY CONTROL
 BY2531  ___________________________________________________________________
 BY2531* NAD 83(1986)-  31 49 23.     (N)    094 29 31.     (W)     SCALED    
 BY2531* NAVD 88     -       117.768  (meters)     386.38   (feet)  ADJUSTED  
 BY2531  ___________________________________________________________________
 BY2531  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BY2531  DYNAMIC HT  -         117.625 (meters)     385.91  (feet)  COMP
 BY2531  MODELED GRAV-     979,424.6   (mgal)                       NAVD 88
 BY2531  OBS GRAVITY -     979,425.9   (mgal)                       GRAV_OBS
 BY2531
 BY2531  VERT ORDER  -  FIRST     CLASS II
 BY2531
 BY2531.The horizontal coordinates were scaled from a topographic map and have
 BY2531.an estimated accuracy of +/- 6 seconds.
 BY2531
 BY2531.The orthometric height was determined by differential leveling
 BY2531.and adjusted by the National Geodetic Survey in June 1991..
 BY2531
 BY2531.The geoid height was determined by GEOID03.
 BY2531
 BY2531.The dynamic height is computed by dividing the NAVD 88
 BY2531.geopotential number by the normal gravity value computed on the
 BY2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2531.degrees latitude (g = 980.6199 gals.).
 BY2531
 BY2531.The modeled gravity was interpolated from observed gravity values.
 BY2531.The observed gravity was obtained from relative gravimeter ties
 BY2531.to the IGSN71 gravity network.
 BY2531
 BY2531;                    North         East    Units  Estimated Accuracy
 BY2531;SPC TX C     - 3,253,570.    1,252,770.      MT  (+/- 180 meters Scaled)
 BY2531
 BY2531                          SUPERSEDED SURVEY CONTROL
 BY2531
 BY2531.No superseded survey control is available for this station.
 BY2531
 BY2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR588217(NAD 83)
 BY2531_MARKER: I = METAL ROD
 BY2531_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2531_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2531_STAMPING: K 1284 1979
 BY2531_PROJECTION: FLUSH
 BY2531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2531+STABILITY: POSITION/ELEVATION WELL
 BY2531_ROD/PIPE-DEPTH: 8.84 meters
 BY2531_SLEEVE-DEPTH  : 7.32 meters
 BY2531
 BY2531  HISTORY     - Date     Condition        Report By
 BY2531  HISTORY     - 1979     MONUMENTED       NGS
 BY2531
 BY2531                          STATION DESCRIPTION
 BY2531
 BY2531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2531'IN GARRISON.
 BY2531'IN GARRISON, AT THE SOUTHEAST CORNER OF THE GARRISON CITY HALL,
 BY2531'81.0 FT. NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 59, 13.5 FT.
 BY2531'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FOUNDATION FOR THE CITY HALL
 BY2531'SIGN, 64.5 FT. SOUTHWEST OF A FIRE HYDRANT, 4.0 FT. NORTHEAST OF THE
 BY2531'SOUTHEAST CORNER OF THE BUILDING, 4.0 FT. SOUTHEAST OF THE SOUTHEAST
 BY2531'FACE OF THE BUILDING.  DATUM POINT IS 4 INCHES BELOW GROUND, ACCESS TO
 BY2531'WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BY2531'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1975 ***********************************************************************
 BK1975  DESIGNATION -  K 1285
 BK1975  PID         -  BK1975
 BK1975  STATE/COUNTY-  TX/ORANGE
 BK1975  USGS QUAD   -  TEXLA (1975)
 BK1975
 BK1975                         *CURRENT SURVEY CONTROL
 BK1975  ___________________________________________________________________
 BK1975* NAD 83(1986)-  30 14 34.     (N)    093 53 42.     (W)     SCALED    
 BK1975* NAVD 88     -         9.851  (meters)      32.32   (feet)  ADJUSTED  
 BK1975  ___________________________________________________________________
 BK1975  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BK1975  DYNAMIC HT  -           9.838 (meters)      32.28  (feet)  COMP
 BK1975  MODELED GRAV-     979,321.4   (mgal)                       NAVD 88
 BK1975
 BK1975  VERT ORDER  -  FIRST     CLASS II
 BK1975
 BK1975.The horizontal coordinates were scaled from a topographic map and have
 BK1975.an estimated accuracy of +/- 6 seconds.
 BK1975
 BK1975.The orthometric height was determined by differential leveling
 BK1975.and adjusted by the National Geodetic Survey in June 1991..
 BK1975
 BK1975.The geoid height was determined by GEOID03.
 BK1975
 BK1975.The dynamic height is computed by dividing the NAVD 88
 BK1975.geopotential number by the normal gravity value computed on the
 BK1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1975.degrees latitude (g = 980.6199 gals.).
 BK1975
 BK1975.The modeled gravity was interpolated from observed gravity values.
 BK1975
 BK1975;                    North         East    Units  Estimated Accuracy
 BK1975;SPC TX C     - 3,081,790.    1,319,330.      MT  (+/- 180 meters Scaled)
 BK1975
 BK1975                          SUPERSEDED SURVEY CONTROL
 BK1975
 BK1975  NGVD 29 (??/??/??)    9.815  (m)           32.20   (f) ADJUSTED    1 2
 BK1975
 BK1975.Superseded values are not recommended for survey control.
 BK1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1975.See file dsdata.txt to determine how the superseded data were derived.
 BK1975
 BK1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP138460(NAD 83)
 BK1975_MARKER: I = METAL ROD
 BK1975_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1975_SP_SET: STAINLESS STEEL ROD
 BK1975_STAMPING: K 1285 1979
 BK1975_PROJECTION: FLUSH
 BK1975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1975+STABILITY: POSITION/ELEVATION WELL
 BK1975_ROD/PIPE-DEPTH: 9.14 meters
 BK1975
 BK1975  HISTORY     - Date     Condition        Report By
 BK1975  HISTORY     - 1979     MONUMENTED       NGS
 BK1975  HISTORY     - 19960427 GOOD             USPSQD
 BK1975  HISTORY     - 20010331 GOOD             USPSQD
 BK1975  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1975
 BK1975                          STATION DESCRIPTION
 BK1975
 BK1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1975'2.6 MI NW FROM MAURICEVILLE.
 BK1975'2.6 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF STATE
 BK1975'HIGHWAY 12 IN MAURICEVILLE, AT THE ORANGE-NEWTON COUNTY LINE, 74.0 FT.
 BK1975'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 48.0 FT. SOUTHWEST OF A
 BK1975'STATE HIGHWAY 62 SIGN, 5.0 FT. WEST-SOUTHWEST OF A WOODEN COUNTY LINE
 BK1975'MARKER WHICH PROJECTS 7 FT. ABOVE GROUND, 15.0 FT. NORTHWEST OF A
 BK1975'30-INCH MAPLE TREE, 17.0 FT. SOUTHEAST OF A 16-INCH PINE TREE, 1.0 FT.
 BK1975'EAST OF A FENCE LINE.  DISK IS 2 INCHES BELOW GROUND, ACCESS TO WHICH
 BK1975'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1975'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 BK1975'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1975
 BK1975                          STATION RECOVERY (1996)
 BK1975
 BK1975'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK1975'RECOVERED IN GOOD CONDITION.
 BK1975
 BK1975                          STATION RECOVERY (2001)
 BK1975
 BK1975'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1975'RECOVERED IN GOOD CONDITION.
 BK1975
 BK1975                          STATION RECOVERY (2004)
 BK1975
 BK1975'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMM)
 BK1975'APPEARS THAT OLD WITNESS POST WAS CUT OFF AND REPLACED WITH A NEW ONE.
 BK1975'THE MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2406 ***********************************************************************
 BY2406  DESIGNATION -  K 1286
 BY2406  PID         -  BY2406
 BY2406  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2406  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY2406
 BY2406                         *CURRENT SURVEY CONTROL
 BY2406  ___________________________________________________________________
 BY2406* NAD 83(1986)-  31 30 10.     (N)    094 07 32.     (W)     SCALED    
 BY2406* NAVD 88     -        89.340  (meters)     293.11   (feet)  ADJUSTED  
 BY2406  ___________________________________________________________________
 BY2406  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY2406  DYNAMIC HT  -          89.229 (meters)     292.75  (feet)  COMP
 BY2406  MODELED GRAV-     979,401.4   (mgal)                       NAVD 88
 BY2406
 BY2406  VERT ORDER  -  FIRST     CLASS II
 BY2406
 BY2406.The horizontal coordinates were scaled from a topographic map and have
 BY2406.an estimated accuracy of +/- 6 seconds.
 BY2406
 BY2406.The orthometric height was determined by differential leveling
 BY2406.and adjusted by the National Geodetic Survey in June 1991..
 BY2406
 BY2406.The geoid height was determined by GEOID03.
 BY2406
 BY2406.The dynamic height is computed by dividing the NAVD 88
 BY2406.geopotential number by the normal gravity value computed on the
 BY2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2406.degrees latitude (g = 980.6199 gals.).
 BY2406
 BY2406.The modeled gravity was interpolated from observed gravity values.
 BY2406
 BY2406;                    North         East    Units  Estimated Accuracy
 BY2406;SPC TX C     - 3,220,000.    1,289,380.      MT  (+/- 180 meters Scaled)
 BY2406
 BY2406                          SUPERSEDED SURVEY CONTROL
 BY2406
 BY2406  NGVD 29 (??/??/??)   89.367  (m)          293.20   (f) ADJUSTED    1 2
 BY2406
 BY2406.Superseded values are not recommended for survey control.
 BY2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2406.See file dsdata.txt to determine how the superseded data were derived.
 BY2406
 BY2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ931858(NAD 83)
 BY2406_MARKER: DB = BENCH MARK DISK
 BY2406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2406_SP_SET: STAINLESS STEEL ROD
 BY2406_STAMPING: K 1286 1979
 BY2406_PROJECTION: PROJECTING 5 CENTIMETERS
 BY2406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2406+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 BY2406_ROD/PIPE-DEPTH: 3.66 meters
 BY2406
 BY2406  HISTORY     - Date     Condition        Report By
 BY2406  HISTORY     - 1979     MONUMENTED       NGS
 BY2406  HISTORY     - 20020712 GOOD             USPSQD
 BY2406
 BY2406                          STATION DESCRIPTION
 BY2406
 BY2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2406'2.05 MI SOUTH FROM SAN AUGUSTINE.
 BY2406'2.05 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2406'HIGHWAY 21 IN SAN AUGUSTINE, 400.0 FT. NORTH OF A PRIVATE DRIVE
 BY2406'LEADING EAST, 18.0 FT. NORTH OF A CORNER FENCE POST, 122.5 FT. EAST
 BY2406'OF AND ACROSS THE HIGHWAY FROM THE SOUTH END OF A 4-FT. CHAIN LINK
 BY2406'FENCE, 59.5 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 37.2 FT. SOUTH
 BY2406'OF A RECTANGULAR CONCRETE WATER METER WITH A 4-INCH BY 6-INCH METAL
 BY2406'LID FLUSH WITH THE GROUND, 0.6 FT. EAST OF A FENCE LINE, 68.5 FT.
 BY2406'SOUTHEAST OF A POWERLINE POLE.  DISK IS 1 INCH BELOW GROUND, ACCESS
 BY2406'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2406'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 BY2406'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2406
 BY2406                          STATION RECOVERY (2002)
 BY2406
 BY2406'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BY2406'MARKER NOW SITS BETWEEN TWO WITNESS POSTS AND IS 3.3 FEET WEST OF A
 BY2406'CHAINLINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2535 ***********************************************************************
 BY2535  DESIGNATION -  K 1287
 BY2535  PID         -  BY2535
 BY2535  STATE/COUNTY-  TX/SHELBY
 BY2535  USGS QUAD   -  GARRISON EAST (1984)
 BY2535
 BY2535                         *CURRENT SURVEY CONTROL
 BY2535  ___________________________________________________________________
 BY2535* NAD 83(1986)-  31 52 00.     (N)    094 27 18.     (W)     SCALED    
 BY2535* NAVD 88     -       114.536  (meters)     375.77   (feet)  ADJUSTED  
 BY2535  ___________________________________________________________________
 BY2535  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY2535  DYNAMIC HT  -         114.397 (meters)     375.32  (feet)  COMP
 BY2535  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 BY2535
 BY2535  VERT ORDER  -  FIRST     CLASS II
 BY2535
 BY2535.The horizontal coordinates were scaled from a topographic map and have
 BY2535.an estimated accuracy of +/- 6 seconds.
 BY2535
 BY2535.The orthometric height was determined by differential leveling
 BY2535.and adjusted by the National Geodetic Survey in June 1991..
 BY2535
 BY2535.The geoid height was determined by GEOID03.
 BY2535
 BY2535.The dynamic height is computed by dividing the NAVD 88
 BY2535.geopotential number by the normal gravity value computed on the
 BY2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2535.degrees latitude (g = 980.6199 gals.).
 BY2535
 BY2535.The modeled gravity was interpolated from observed gravity values.
 BY2535
 BY2535;                    North         East    Units  Estimated Accuracy
 BY2535;SPC TX C     - 3,258,590.    1,256,000.      MT  (+/- 180 meters Scaled)
 BY2535
 BY2535                          SUPERSEDED SURVEY CONTROL
 BY2535
 BY2535.No superseded survey control is available for this station.
 BY2535
 BY2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR623265(NAD 83)
 BY2535_MARKER: DB = BENCH MARK DISK
 BY2535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2535_SP_SET: STAINLESS STEEL ROD
 BY2535_STAMPING: K 1287 1979
 BY2535_PROJECTION: FLUSH
 BY2535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2535_ROD/PIPE-DEPTH: 4.27 meters
 BY2535
 BY2535  HISTORY     - Date     Condition        Report By
 BY2535  HISTORY     - 1979     MONUMENTED       NGS
 BY2535
 BY2535                          STATION DESCRIPTION
 BY2535
 BY2535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2535'3.75 MI SW FROM TIMPSON.
 BY2535'3.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF STATE
 BY2535'HIGHWAY 87 IN TIMPSON, AT AN ELECTRICAL SUBSTATION, 128 FT. NORTHWEST
 BY2535'OF THE CENTERLINE OF THE HIGHWAY, 61.0 FT. NORTHWEST OF A STEEL GATE,
 BY2535'59.0 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE
 BY2535'SUBSTATION, 32.0 FT. NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD
 BY2535'LEADING TO THE SUBSTATION, 13.0 FT. SOUTHWEST OF A FENCE, 3.0 FT.
 BY2535'SOUTHWEST OF A POWERLINE POLE.  DISK IS 3 INCHES BELOW GROUND, ACCESS
 BY2535'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2535'THE MARK IS 2 FT  WNW FROM A WITNESS POST.
 BY2535'THE MARK IS 4 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1948 ***********************************************************************
 BK1948  DESIGNATION -  K 1288
 BK1948  PID         -  BK1948
 BK1948  STATE/COUNTY-  TX/JASPER
 BK1948  USGS QUAD   -  KIRBYVILLE (1984)
 BK1948
 BK1948                         *CURRENT SURVEY CONTROL
 BK1948  ___________________________________________________________________
 BK1948* NAD 83(1986)-  30 39 13.     (N)    093 53 41.     (W)     SCALED    
 BK1948* NAVD 88     -        30.350  (meters)      99.57   (feet)  ADJUSTED  
 BK1948  ___________________________________________________________________
 BK1948  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BK1948  DYNAMIC HT  -          30.311 (meters)      99.45  (feet)  COMP
 BK1948  MODELED GRAV-     979,351.6   (mgal)                       NAVD 88
 BK1948
 BK1948  VERT ORDER  -  FIRST     CLASS II
 BK1948
 BK1948.The horizontal coordinates were scaled from a topographic map and have
 BK1948.an estimated accuracy of +/- 6 seconds.
 BK1948
 BK1948.The orthometric height was determined by differential leveling
 BK1948.and adjusted by the National Geodetic Survey in June 1991..
 BK1948
 BK1948.The geoid height was determined by GEOID03.
 BK1948
 BK1948.The dynamic height is computed by dividing the NAVD 88
 BK1948.geopotential number by the normal gravity value computed on the
 BK1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1948.degrees latitude (g = 980.6199 gals.).
 BK1948
 BK1948.The modeled gravity was interpolated from observed gravity values.
 BK1948
 BK1948;                    North         East    Units  Estimated Accuracy
 BK1948;SPC TX C     - 3,127,260.    1,316,720.      MT  (+/- 180 meters Scaled)
 BK1948
 BK1948                          SUPERSEDED SURVEY CONTROL
 BK1948
 BK1948  NGVD 29 (??/??/??)   30.335  (m)           99.52   (f) ADJUSTED    1 2
 BK1948
 BK1948.Superseded values are not recommended for survey control.
 BK1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1948.See file dsdata.txt to determine how the superseded data were derived.
 BK1948
 BK1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP142915(NAD 83)
 BK1948_MARKER: I = METAL ROD
 BK1948_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1948_SP_SET: STAINLESS STEEL ROD
 BK1948_STAMPING: K 1288 1979
 BK1948_PROJECTION: FLUSH
 BK1948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1948+STABILITY: POSITION/ELEVATION WELL
 BK1948_ROD/PIPE-DEPTH: 9.14 meters
 BK1948
 BK1948  HISTORY     - Date     Condition        Report By
 BK1948  HISTORY     - 1979     MONUMENTED       NGS
 BK1948  HISTORY     - 20040723 GOOD             USPSQD
 BK1948  HISTORY     - 20060611 GOOD             USPSQD
 BK1948
 BK1948                          STATION DESCRIPTION
 BK1948
 BK1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1948'0.4 MI SSW FROM KIRBYVILLE.
 BK1948'0.4 MILE SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF
 BK1948'FARM ROAD 1013 IN KIRBYVILLE, AT THE NORTHWEST CORNER OF A FENCED IN
 BK1948'PARKING AREA FOR THE NEWTON ELECTRIC COMPANY, 200 FT. NORTH OF THE
 BK1948'NORTHWEST CORNER OF THE NEWTON ELECTRIC BUILDING, 92.0 FT. EAST OF THE
 BK1948'CENTERLINE OF THE HIGHWAY, 1.0 FT. NORTH OF A CYCLONE FENCE, 1.0 FT.
 BK1948'EAST OF A CYCLONE FENCE CORNER POST, 114.0 FT. SOUTHEAST OF A FIRST
 BK1948'BAPTIST CHURCH SIGN, 106.0 FT. SOUTHEAST OF THE NORTHEAST END OF A
 BK1948'24-INCH CONCRETE PIPE CULVERT.  DISK IS 4 INCHES BELOW GROUND, ACCESS
 BK1948'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1948'THE MARK IS 1 FT  W FROM A WITNESS POST.
 BK1948'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK1948
 BK1948                          STATION RECOVERY (2004)
 BK1948
 BK1948'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BK1948'RECOVERED IN GOOD CONDITION.
 BK1948
 BK1948                          STATION RECOVERY (2006)
 BK1948
 BK1948'RECOVERY NOTE BY US POWER SQUADRON 2006 (BJK)
 BK1948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2400 ***********************************************************************
 BX2400  DESIGNATION -  K 1289
 BX2400  PID         -  BX2400
 BX2400  STATE/COUNTY-  TX/JASPER
 BX2400  USGS QUAD   -  HARRISBURG (1984)
 BX2400
 BX2400                         *CURRENT SURVEY CONTROL
 BX2400  ___________________________________________________________________
 BX2400* NAD 83(1986)-  31 00 33.     (N)    093 58 57.     (W)     SCALED    
 BX2400* NAVD 88     -       117.325  (meters)     384.92   (feet)  ADJUSTED  
 BX2400  ___________________________________________________________________
 BX2400  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BX2400  DYNAMIC HT  -         117.173 (meters)     384.43  (feet)  COMP
 BX2400  MODELED GRAV-     979,337.7   (mgal)                       NAVD 88
 BX2400
 BX2400  VERT ORDER  -  FIRST     CLASS II
 BX2400
 BX2400.The horizontal coordinates were scaled from a topographic map and have
 BX2400.an estimated accuracy of +/- 6 seconds.
 BX2400
 BX2400.The orthometric height was determined by differential leveling
 BX2400.and adjusted by the National Geodetic Survey in June 1991..
 BX2400
 BX2400.The geoid height was determined by GEOID03.
 BX2400
 BX2400.The dynamic height is computed by dividing the NAVD 88
 BX2400.geopotential number by the normal gravity value computed on the
 BX2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2400.degrees latitude (g = 980.6199 gals.).
 BX2400
 BX2400.The modeled gravity was interpolated from observed gravity values.
 BX2400
 BX2400;                    North         East    Units  Estimated Accuracy
 BX2400;SPC TX C     - 3,166,130.    1,306,070.      MT  (+/- 180 meters Scaled)
 BX2400
 BX2400                          SUPERSEDED SURVEY CONTROL
 BX2400
 BX2400  NGVD 29 (??/??/??)  117.325  (m)          384.92   (f) ADJUSTED    1 2
 BX2400
 BX2400.Superseded values are not recommended for survey control.
 BX2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2400.See file dsdata.txt to determine how the superseded data were derived.
 BX2400
 BX2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ062310(NAD 83)
 BX2400_MARKER: DB = BENCH MARK DISK
 BX2400_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2400_SP_SET: STAINLESS STEEL ROD
 BX2400_STAMPING: K 1289 1979
 BX2400_PROJECTION: FLUSH
 BX2400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2400+STABILITY: POSITION/ELEVATION WELL
 BX2400_ROD/PIPE-DEPTH: 7.62 meters
 BX2400
 BX2400  HISTORY     - Date     Condition        Report By
 BX2400  HISTORY     - 1979     MONUMENTED       NGS
 BX2400
 BX2400                          STATION DESCRIPTION
 BX2400
 BX2400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2400'6.6 MI NORTH FROM JASPER.
 BX2400'6.6 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BX2400'HIGHWAY 190 IN JASPER, AT THE WOODS LINE ON THE WEST SIDE OF THE
 BX2400'HIGHWAY, 97.0 FT. WEST OF THE CENTERLINE OF HIGHWAY 96 SOUTHBOUND,
 BX2400'34.0 FT. SOUTHEAST OF A TWIN-TRUNKED OAK TREE,
 BX2400'15.5 FT. NORTHEAST OF A 10-INCH PINE TREE, 1.8 FT. SOUTH OF
 BX2400'HIGHWAY RIGHT-OF-WAY MARKER NUMBER 314.  DISK IS 5 INCHES BELOW
 BX2400'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BX2400'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BX2400'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2508 ***********************************************************************
 BY2508  DESIGNATION -  K 1289 A
 BY2508  PID         -  BY2508
 BY2508  STATE/COUNTY-  TX/NACOGDOCHES
 BY2508  USGS QUAD   -  CUSHING (1973)
 BY2508
 BY2508                         *CURRENT SURVEY CONTROL
 BY2508  ___________________________________________________________________
 BY2508* NAD 83(1986)-  31 48 55.     (N)    094 49 06.     (W)     SCALED    
 BY2508* NAVD 88     -       107.275  (meters)     351.95   (feet)  ADJUSTED  
 BY2508  ___________________________________________________________________
 BY2508  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY2508  DYNAMIC HT  -         107.145 (meters)     351.52  (feet)  COMP
 BY2508  MODELED GRAV-     979,429.1   (mgal)                       NAVD 88
 BY2508
 BY2508  VERT ORDER  -  FIRST     CLASS II
 BY2508
 BY2508.The horizontal coordinates were scaled from a topographic map and have
 BY2508.an estimated accuracy of +/- 6 seconds.
 BY2508
 BY2508.The orthometric height was determined by differential leveling
 BY2508.and adjusted by the National Geodetic Survey in June 1991..
 BY2508
 BY2508.The geoid height was determined by GEOID03.
 BY2508
 BY2508.The dynamic height is computed by dividing the NAVD 88
 BY2508.geopotential number by the normal gravity value computed on the
 BY2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2508.degrees latitude (g = 980.6199 gals.).
 BY2508
 BY2508.The modeled gravity was interpolated from observed gravity values.
 BY2508
 BY2508;                    North         East    Units  Estimated Accuracy
 BY2508;SPC TX C     - 3,251,140.    1,221,950.      MT  (+/- 180 meters Scaled)
 BY2508
 BY2508                          SUPERSEDED SURVEY CONTROL
 BY2508
 BY2508.No superseded survey control is available for this station.
 BY2508
 BY2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR278214(NAD 83)
 BY2508_MARKER: DB = BENCH MARK DISK
 BY2508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2508_SP_SET: STAINLESS STEEL ROD
 BY2508_STAMPING: K 1289 A 1979
 BY2508_PROJECTION: FLUSH
 BY2508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2508_ROD/PIPE-DEPTH: 3.96 meters
 BY2508
 BY2508  HISTORY     - Date     Condition        Report By
 BY2508  HISTORY     - 1979     MONUMENTED       NGS
 BY2508  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2508
 BY2508                          STATION DESCRIPTION
 BY2508
 BY2508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2508'1.6 MI EAST FROM CUSHING.
 BY2508'1.6 MILES EAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM ROAD
 BY2508'225 IN CUSHING, 140 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 BY2508'HOUSE, 104 FT. NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BY2508'95.0 FT. EAST-SOUTHEAST AND ACROSS A WOOD FENCE FROM A POWERLINE POLE
 BY2508'WITH TRANSFORMER, 59.0 FT. EAST OF A 3-BOARD FENCE CORNER, 18.0 FT.
 BY2508'NORTH OF A CORNER GATEPOST, 18.0 FT. NORTHEAST OF THE CENTER OF A WOOD
 BY2508'GATE, 0.8 FT. WEST OF A FENCE.  DISK IS 2 INCHES BELOW GROUND, ACCESS
 BY2508'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2508'THE MARK IS 1.5 FT  SSW FROM A WITNESS POST.
 BY2508'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2508
 BY2508                          STATION RECOVERY (1998)
 BY2508
 BY2508'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0908 ***********************************************************************
 AE0908  DESIGNATION -  K 129
 AE0908  PID         -  AE0908
 AE0908  STATE/COUNTY-  TX/STARR
 AE0908  USGS QUAD   -  LA GLORIA (1993)
 AE0908
 AE0908                         *CURRENT SURVEY CONTROL
 AE0908  ___________________________________________________________________
 AE0908* NAD 83(1986)-  26 41 39.     (N)    098 32 39.     (W)     SCALED    
 AE0908* NAVD 88     -       103.853  (meters)     340.72   (feet)  ADJUSTED  
 AE0908  ___________________________________________________________________
 AE0908  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AE0908  DYNAMIC HT  -         103.683 (meters)     340.17  (feet)  COMP
 AE0908  MODELED GRAV-     979,007.3   (mgal)                       NAVD 88
 AE0908
 AE0908  VERT ORDER  -  SECOND    CLASS 0
 AE0908
 AE0908.The horizontal coordinates were scaled from a topographic map and have
 AE0908.an estimated accuracy of +/- 6 seconds.
 AE0908
 AE0908.The orthometric height was determined by differential leveling
 AE0908.and adjusted by the National Geodetic Survey in June 1991..
 AE0908
 AE0908.The geoid height was determined by GEOID03.
 AE0908
 AE0908.The dynamic height is computed by dividing the NAVD 88
 AE0908.geopotential number by the normal gravity value computed on the
 AE0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0908.degrees latitude (g = 980.6199 gals.).
 AE0908
 AE0908.The modeled gravity was interpolated from observed gravity values.
 AE0908
 AE0908;                    North         East    Units  Estimated Accuracy
 AE0908;SPC TX S     - 5,113,840.      295,610.      MT  (+/- 180 meters Scaled)
 AE0908
 AE0908                          SUPERSEDED SURVEY CONTROL
 AE0908
 AE0908  NGVD 29 (??/??/92)  103.916  (m)          340.93   (f) ADJ UNCH    2 0
 AE0908
 AE0908.Superseded values are not recommended for survey control.
 AE0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0908.See file dsdata.txt to determine how the superseded data were derived.
 AE0908
 AE0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ453526(NAD 83)
 AE0908_MARKER: DB = BENCH MARK DISK
 AE0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0908_STAMPING: K-129 1933
 AE0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0908+STABILITY: SURFACE MOTION
 AE0908
 AE0908  HISTORY     - Date     Condition        Report By
 AE0908  HISTORY     - 1933     MONUMENTED       CGS
 AE0908  HISTORY     - 1954     MARK NOT FOUND   NGS
 AE0908
 AE0908                          STATION DESCRIPTION
 AE0908
 AE0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AE0908'28.61 MI N FROM RIO GRANDE CITY.
 AE0908'5.75 MILES SOUTH OF SANTA ELENA ALONG SANTA ELENA-RIO GRANDE CITY ROAD
 AE0908'ABOUT 30 FEET EAST OF CENTERLINE OF ROAD AND 15 FEET SOUTH OF SIDE
 AE0908'LANE TO EAST WHICH TURNS OFF MAIN ROAD AT PLACE WHERE A WOODEN-TOPPED
 AE0908'PADLOCKED WELL IS LOCATED.
 AE0908
 AE0908                          STATION RECOVERY (1954)
 AE0908
 AE0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AE0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0909 ***********************************************************************
 AE0909  DESIGNATION -  K 129 RESET 1953
 AE0909  PID         -  AE0909
 AE0909  STATE/COUNTY-  TX/STARR
 AE0909  USGS QUAD   -  LA GLORIA (1993)
 AE0909
 AE0909                         *CURRENT SURVEY CONTROL
 AE0909  ___________________________________________________________________
 AE0909* NAD 83(1986)-  26 41 38.     (N)    098 32 38.     (W)     SCALED    
 AE0909* NAVD 88     -       103.85   (meters)     340.7    (feet)  RESET     
 AE0909  ___________________________________________________________________
 AE0909  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 AE0909
 AE0909  VERT ORDER  -  THIRD
 AE0909
 AE0909.The horizontal coordinates were scaled from a topographic map and have
 AE0909.an estimated accuracy of +/- 6 seconds.
 AE0909
 AE0909.The orthometric height was computed from unverified reset data.
 AE0909
 AE0909.The geoid height was determined by GEOID03.
 AE0909
 AE0909;                    North         East    Units  Estimated Accuracy
 AE0909;SPC TX S     - 5,113,810.      295,630.      MT  (+/- 180 meters Scaled)
 AE0909
 AE0909                          SUPERSEDED SURVEY CONTROL
 AE0909
 AE0909.No superseded survey control is available for this station.
 AE0909
 AE0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ453526(NAD 83)
 AE0909_MARKER: DB = BENCH MARK DISK
 AE0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0909_STAMPING: K 129 RESET 1953
 AE0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0909+STABILITY: SURFACE MOTION
 AE0909
 AE0909  HISTORY     - Date     Condition        Report By
 AE0909  HISTORY     - 1953     MONUMENTED       TXHD
 AE0909
 AE0909                          STATION DESCRIPTION
 AE0909
 AE0909'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AE0909'2.3 MI S FROM LA GLORIA.
 AE0909'ABOUT 2.3 MILES SOUTH ALONG HIGHWAY NO. 755 FROM THE HIGHWAY JUNCTION
 AE0909'AT LA GLORIA, STARR COUNTY, 3 FEET EAST OF THE EAST RIGHT-OF-WAY
 AE0909'FENCE, 2 FEET NORTH OF A 4 X 4 POST, AND 10 FEET SOUTH OF A GATE POST
 AE0909'AND AN IRON GATE LEADING TO A ROAD ALONG A POWER LINE.  A STANDARD
 AE0909'DISK STAMPED K 129 RESET 1953 AND SET IN A CONCRETE POST WHICH
 AE0909'PROJECTS ABOUT TWO INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2481 ***********************************************************************
 BY2481  DESIGNATION -  K 1290
 BY2481  PID         -  BY2481
 BY2481  STATE/COUNTY-  TX/CHEROKEE
 BY2481  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2481
 BY2481                         *CURRENT SURVEY CONTROL
 BY2481  ___________________________________________________________________
 BY2481* NAD 83(1986)-  31 56 41.     (N)    095 19 41.     (W)     SCALED    
 BY2481* NAVD 88     -       155.741  (meters)     510.96   (feet)  ADJUSTED  
 BY2481  ___________________________________________________________________
 BY2481  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY2481  DYNAMIC HT  -         155.553 (meters)     510.34  (feet)  COMP
 BY2481  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 BY2481
 BY2481  VERT ORDER  -  FIRST     CLASS II
 BY2481
 BY2481.The horizontal coordinates were scaled from a topographic map and have
 BY2481.an estimated accuracy of +/- 6 seconds.
 BY2481
 BY2481.The orthometric height was determined by differential leveling
 BY2481.and adjusted by the National Geodetic Survey in June 1991..
 BY2481
 BY2481.The geoid height was determined by GEOID03.
 BY2481
 BY2481.The dynamic height is computed by dividing the NAVD 88
 BY2481.geopotential number by the normal gravity value computed on the
 BY2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2481.degrees latitude (g = 980.6199 gals.).
 BY2481
 BY2481.The modeled gravity was interpolated from observed gravity values.
 BY2481
 BY2481;                    North         East    Units  Estimated Accuracy
 BY2481;SPC TX C     - 3,263,190.    1,173,100.      MT  (+/- 180 meters Scaled)
 BY2481
 BY2481                          SUPERSEDED SURVEY CONTROL
 BY2481
 BY2481.No superseded survey control is available for this station.
 BY2481
 BY2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR799366(NAD 83)
 BY2481_MARKER: DB = BENCH MARK DISK
 BY2481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2481_SP_SET: STAINLESS STEEL ROD
 BY2481_STAMPING: K 1290 1980
 BY2481_PROJECTION: FLUSH
 BY2481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2481_ROD/PIPE-DEPTH: 3.0  meters
 BY2481
 BY2481  HISTORY     - Date     Condition        Report By
 BY2481  HISTORY     - 1980     MONUMENTED       NGS
 BY2481  HISTORY     - 19960420 GOOD             USPSQD
 BY2481  HISTORY     - 20040606 GOOD             USPSQD
 BY2481
 BY2481                          STATION DESCRIPTION
 BY2481
 BY2481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2481'6.3 KM SW FROM JACKSONVILLE.
 BY2481'6.3 KM. (3.9 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION OF
 BY2481'U.S. HIGHWAY 69 IN JACKSONVILLE, AT THE TRANSCO CORPORATION COMPLEX,
 BY2481'43.6 M. (143 FT.) WEST-NORTHWEST OF THE SOUTHEAST CORNER OF A CHAIN
 BY2481'LINK FENCE, 31.7 M. (104 FT.) EAST OF THE CENTER OF A DOUBLE GATE AT
 BY2481'THE PLANT ENTRANCE, 21.6 M. (71.0 FT.) NORTHEAST OF THE CENTERLINE OF
 BY2481'THE HIGHWAY, 9.4 M. (31.0 FT.) NORTHEAST OF THE SOUTHERNMOST ONE OF
 BY2481'TWO POLES FOR A TRANSCO CORPORATION SIGN, 1.4 M. (4.5 FT.) EAST OF A
 BY2481'TELEPHONE POLE, 1.1 M. (3.5 FT.) SOUTHWEST OF A CORNER FENCE POST,
 BY2481'0.5 M. (1.5 FT.) SOUTH OF THE CHAIN LINK FENCE.  DISK IS 6 CM. BELOW
 BY2481'GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2481'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 BY2481'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 BY2481
 BY2481                          STATION RECOVERY (1996)
 BY2481
 BY2481'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2481'RECOVERED IN GOOD CONDITION.
 BY2481
 BY2481                          STATION RECOVERY (2004)
 BY2481
 BY2481'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1888 ***********************************************************************
 BL1888  DESIGNATION -  K 1291
 BL1888  PID         -  BL1888
 BL1888  STATE/COUNTY-  TX/TRINITY
 BL1888  USGS QUAD   -  TRINITY WEST (1972)
 BL1888
 BL1888                         *CURRENT SURVEY CONTROL
 BL1888  ___________________________________________________________________
 BL1888* NAD 83(1986)-  30 57 39.     (N)    095 23 09.     (W)     SCALED    
 BL1888* NAVD 88     -        83.941  (meters)     275.40   (feet)  ADJUSTED  
 BL1888  ___________________________________________________________________
 BL1888  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BL1888  DYNAMIC HT  -          83.834 (meters)     275.05  (feet)  COMP
 BL1888  MODELED GRAV-     979,363.1   (mgal)                       NAVD 88
 BL1888  OBS GRAVITY -     979,361.3   (mgal)                       GRAV_OBS
 BL1888
 BL1888  VERT ORDER  -  FIRST     CLASS II
 BL1888
 BL1888.The horizontal coordinates were scaled from a topographic map and have
 BL1888.an estimated accuracy of +/- 6 seconds.
 BL1888
 BL1888.The orthometric height was determined by differential leveling
 BL1888.and adjusted by the National Geodetic Survey in June 1991..
 BL1888
 BL1888.The geoid height was determined by GEOID03.
 BL1888
 BL1888.The dynamic height is computed by dividing the NAVD 88
 BL1888.geopotential number by the normal gravity value computed on the
 BL1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1888.degrees latitude (g = 980.6199 gals.).
 BL1888
 BL1888.The modeled gravity was interpolated from observed gravity values.
 BL1888.The observed gravity was obtained from relative gravimeter ties
 BL1888.to the IGSN71 gravity network.
 BL1888
 BL1888;                    North         East    Units  Estimated Accuracy
 BL1888;SPC TX C     - 3,153,970.    1,172,490.      MT  (+/- 180 meters Scaled)
 BL1888
 BL1888                          SUPERSEDED SURVEY CONTROL
 BL1888
 BL1888.No superseded survey control is available for this station.
 BL1888
 BL1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ721277(NAD 83)
 BL1888_MARKER: I = METAL ROD
 BL1888_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BL1888_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BL1888_STAMPING: K 1291 1980
 BL1888_PROJECTION: FLUSH
 BL1888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL1888+STABILITY: POSITION/ELEVATION WELL
 BL1888_ROD/PIPE-DEPTH: 10.7 meters
 BL1888_SLEEVE-DEPTH  : 7.3 meters
 BL1888
 BL1888  HISTORY     - Date     Condition        Report By
 BL1888  HISTORY     - 1980     MONUMENTED       NGS
 BL1888  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1888
 BL1888                          STATION DESCRIPTION
 BL1888
 BL1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BL1888'1.85 KM NW FROM TRINITY.
 BL1888'1.85 KM. (1.15 MI.) NORTHWEST ALONG STATE HIGHWAY 19  FROM THE
 BL1888'JUNCTION OF STATE HIGHWAY 94 IN TRINITY, ABOUT 73 M. (240 FT.)
 BL1888'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.3 M. (23.9 FT.) SOUTH
 BL1888'OF THE NORTHERNMOST SOUTH WALL OF THE TRINITY TABERNACLE ASSEMBLY
 BL1888'CHURCH, 2.0 M. (6.6 FT.) EAST OF THE WESTERNMOST EAST WALL OF THE
 BL1888'CHURCH, 17.3 M. (56.7 FT.) NORTHWEST OF A POWERLINE POLE WITH A LIGHT,
 BL1888'A GUY WIRE, AND TRANSFORMERS, 5.5 M. (18.0 FT.) NORTHEAST OF A GAS
 BL1888'METER, 1.4 M. (4.5 FT.) WEST OF A POWERLINE POLE.  DATUM POINT IS
 BL1888'10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BL1888'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BL1888
 BL1888                          STATION RECOVERY (1996)
 BL1888
 BL1888'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1130 ***********************************************************************
 BZ1130  DESIGNATION -  K 1294
 BZ1130  PID         -  BZ1130
 BZ1130  STATE/COUNTY-  TX/LEON
 BZ1130  USGS QUAD   -  BUFFALO (1982)
 BZ1130
 BZ1130                         *CURRENT SURVEY CONTROL
 BZ1130  ___________________________________________________________________
 BZ1130* NAD 83(1986)-  31 28 18.     (N)    096 02 45.     (W)     SCALED    
 BZ1130* NAVD 88     -       113.153  (meters)     371.24   (feet)  ADJUSTED  
 BZ1130  ___________________________________________________________________
 BZ1130  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BZ1130  DYNAMIC HT  -         113.014 (meters)     370.78  (feet)  COMP
 BZ1130  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 BZ1130
 BZ1130  VERT ORDER  -  FIRST     CLASS II
 BZ1130
 BZ1130.The horizontal coordinates were scaled from a topographic map and have
 BZ1130.an estimated accuracy of +/- 6 seconds.
 BZ1130
 BZ1130.The orthometric height was determined by differential leveling
 BZ1130.and adjusted by the National Geodetic Survey in June 1991..
 BZ1130
 BZ1130.The geoid height was determined by GEOID03.
 BZ1130
 BZ1130.The dynamic height is computed by dividing the NAVD 88
 BZ1130.geopotential number by the normal gravity value computed on the
 BZ1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1130.degrees latitude (g = 980.6199 gals.).
 BZ1130
 BZ1130.The modeled gravity was interpolated from observed gravity values.
 BZ1130
 BZ1130;                    North         East    Units  Estimated Accuracy
 BZ1130;SPC TX C     - 3,207,950.    1,107,310.      MT  (+/- 180 meters Scaled)
 BZ1130
 BZ1130                          SUPERSEDED SURVEY CONTROL
 BZ1130
 BZ1130.No superseded survey control is available for this station.
 BZ1130
 BZ1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV806856(NAD 83)
 BZ1130_MARKER: DB = BENCH MARK DISK
 BZ1130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1130_SP_SET: STAINLESS STEEL ROD
 BZ1130_STAMPING: K 1294 1980
 BZ1130_PROJECTION: RECESSED 10 CENTIMETERS
 BZ1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1130_ROD/PIPE-DEPTH: 3.0  meters
 BZ1130
 BZ1130  HISTORY     - Date     Condition        Report By
 BZ1130  HISTORY     - 1980     MONUMENTED       NGS
 BZ1130  HISTORY     - 1990     GOOD             USPSQD
 BZ1130
 BZ1130                          STATION DESCRIPTION
 BZ1130
 BZ1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1130'2.3 KM NE FROM BUFFALO.
 BZ1130'2.3 KM. (1.45 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION
 BZ1130'OF U.S. HIGHWAY 75 IN BUFFALO, AT THE STATE HIGHWAYS AND PUBLIC
 BZ1130'TRANSPORTATION BUILDINGS, AT THE MAIN FLAGPOLE, 36.9 M. (121 FT.)
 BZ1130'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.0 M. (10.0 FT.)
 BZ1130'NORTHWEST OF THE NORTHWEST CURB OF A PARKING AREA, 41.0 M. (134.5 FT.)
 BZ1130'NORTHEAST OF THE EAST CORNER OF THE MAIN OFFICE BUILDING, 13.2 M.
 BZ1130'(43.5 FT.) SOUTHEAST OF A CHAIN LINK FENCE, 7.5 M. (24.5 FT.)
 BZ1130'SOUTH-SOUTHEAST OF A 35-CM. GUM TREE, 1.2 M. (4.0 FT.) NORTHWEST OF
 BZ1130'THE FLAG POLE.  DISK IS 16 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BZ1130'THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BZ1130'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ1130
 BZ1130                          STATION RECOVERY (1990)
 BZ1130
 BZ1130'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1166 ***********************************************************************
 BZ1166  DESIGNATION -  K 1295
 BZ1166  PID         -  BZ1166
 BZ1166  STATE/COUNTY-  TX/LIMESTONE
 BZ1166  USGS QUAD   -  COOLIDGE (1978)
 BZ1166
 BZ1166                         *CURRENT SURVEY CONTROL
 BZ1166  ___________________________________________________________________
 BZ1166* NAD 83(1986)-  31 46 45.     (N)    096 40 26.     (W)     SCALED    
 BZ1166* NAVD 88     -       152.300  (meters)     499.67   (feet)  ADJUSTED  
 BZ1166  ___________________________________________________________________
 BZ1166  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BZ1166  DYNAMIC HT  -         152.119 (meters)     499.08  (feet)  COMP
 BZ1166  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 BZ1166
 BZ1166  VERT ORDER  -  FIRST     CLASS II
 BZ1166
 BZ1166.The horizontal coordinates were scaled from a topographic map and have
 BZ1166.an estimated accuracy of +/- 6 seconds.
 BZ1166
 BZ1166.The orthometric height was determined by differential leveling
 BZ1166.and adjusted by the National Geodetic Survey in June 1991..
 BZ1166
 BZ1166.The geoid height was determined by GEOID03.
 BZ1166
 BZ1166.The dynamic height is computed by dividing the NAVD 88
 BZ1166.geopotential number by the normal gravity value computed on the
 BZ1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1166.degrees latitude (g = 980.6199 gals.).
 BZ1166
 BZ1166.The modeled gravity was interpolated from observed gravity values.
 BZ1166
 BZ1166;                    North         East    Units  Estimated Accuracy
 BZ1166;SPC TX C     - 3,239,890.    1,046,550.      MT  (+/- 180 meters Scaled)
 BZ1166
 BZ1166                          SUPERSEDED SURVEY CONTROL
 BZ1166
 BZ1166.No superseded survey control is available for this station.
 BZ1166
 BZ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA202183(NAD 83)
 BZ1166_MARKER: I = METAL ROD
 BZ1166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1166_SP_SET: STAINLESS STEEL ROD
 BZ1166_STAMPING: K 1295 1980
 BZ1166_PROJECTION: FLUSH
 BZ1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1166_ROD/PIPE-DEPTH: 5.8  meters
 BZ1166
 BZ1166  HISTORY     - Date     Condition        Report By
 BZ1166  HISTORY     - 1980     MONUMENTED       NGS
 BZ1166
 BZ1166                          STATION DESCRIPTION
 BZ1166
 BZ1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1166'14.8 KM SE FROM HUBBARD.
 BZ1166'14.8 KM. (9.2 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1166'OF STATE HIGHWAY 31 IN HUBBARD, AT A DIRT DRIVE LEADING NORTHEAST TO A
 BZ1166'FARM HOUSE, 15.5 M. (51.0 FT.) NORTHEAST OF THE CENTERLINE OF THE
 BZ1166'HIGHWAY, 5.2 M. (17.0 FT.) NORTHWEST OF THE CENTERLINE OF THE DIRT
 BZ1166'DRIVE, 13.1 M. (43.0 FT.) SOUTHEAST AND ACROSS A FENCE FROM A
 BZ1166'TELEPHONE POLE, 1.8 M. (6.0 FT.) NORTHWEST OF A 3-M. METAL GATE AND
 BZ1166'FENCE CORNER POLE, 4.3 M. (14.0 FT.) NORTHEAST OF THE NORTHWEST END OF
 BZ1166'A 40-CM. CONCRETE CULVERT UNDER THE DRIVE, 0.3 M. (1.0 FT.) SOUTHWEST
 BZ1166'OF A FENCE, 27.4 M. (90.0 FT.) SOUTHEAST OF TELEPHONE JUNCTION BOX
 BZ1166'NUMBER 116R-19-1.  DATUM POINT IS 4 CM. BELOW GROUND, ACCESS TO WHICH
 BZ1166'IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1166'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 BZ1166'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1891 ***********************************************************************
 BL1891  DESIGNATION -  K 1296
 BL1891  PID         -  BL1891
 BL1891  STATE/COUNTY-  TX/TRINITY
 BL1891  USGS QUAD   -  TRINITY WEST (1972)
 BL1891
 BL1891                         *CURRENT SURVEY CONTROL
 BL1891  ___________________________________________________________________
 BL1891* NAD 83(1986)-  30 59 25.     (N)    095 25 06.     (W)     SCALED    
 BL1891* NAVD 88     -        76.480  (meters)     250.92   (feet)  ADJUSTED  
 BL1891  ___________________________________________________________________
 BL1891  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL1891  DYNAMIC HT  -          76.383 (meters)     250.60  (feet)  COMP
 BL1891  MODELED GRAV-     979,366.9   (mgal)                       NAVD 88
 BL1891
 BL1891  VERT ORDER  -  FIRST     CLASS II
 BL1891
 BL1891.The horizontal coordinates were scaled from a topographic map and have
 BL1891.an estimated accuracy of +/- 6 seconds.
 BL1891
 BL1891.The orthometric height was determined by differential leveling
 BL1891.and adjusted by the National Geodetic Survey in June 1991..
 BL1891
 BL1891.The geoid height was determined by GEOID03.
 BL1891
 BL1891.The dynamic height is computed by dividing the NAVD 88
 BL1891.geopotential number by the normal gravity value computed on the
 BL1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1891.degrees latitude (g = 980.6199 gals.).
 BL1891
 BL1891.The modeled gravity was interpolated from observed gravity values.
 BL1891
 BL1891;                    North         East    Units  Estimated Accuracy
 BL1891;SPC TX C     - 3,157,100.    1,169,240.      MT  (+/- 180 meters Scaled)
 BL1891
 BL1891                          SUPERSEDED SURVEY CONTROL
 BL1891
 BL1891.No superseded survey control is available for this station.
 BL1891
 BL1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ690310(NAD 83)
 BL1891_MARKER: DB = BENCH MARK DISK
 BL1891_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1891_SP_SET: STAINLESS STEEL ROD
 BL1891_STAMPING: K 1296 1980
 BL1891_PROJECTION: FLUSH
 BL1891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1891_ROD/PIPE-DEPTH: 6.4  meters
 BL1891
 BL1891  HISTORY     - Date     Condition        Report By
 BL1891  HISTORY     - 1980     MONUMENTED       NGS
 BL1891  HISTORY     - 19960601 GOOD             USPSQD
 BL1891
 BL1891                          STATION DESCRIPTION
 BL1891
 BL1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BL1891'6.1 KM NW FROM TRINITY.
 BL1891'6.1 KM. (3.8 MI.) NORTHWEST ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 BL1891'OF STATE HIGHWAY 94 IN TRINITY, AT THE NORTHWEST EDGE OF A LINE OF
 BL1891'PINE TREES, 18.3 M. (60.1 FT.) SOUTHWEST OF THE CENTERLINE OF THE
 BL1891'HIGHWAY, 9.8 M. (32.0 FT.) WEST-SOUTHWEST OF A 60-CM. PINE TREE WHICH
 BL1891'IS AMONG A STAND OF 10-CM. PINE TREES, 11.8 M. (38.6 FT.) NORTHWEST
 BL1891'OF THE APPROXIMATE CENTERLINE OF AN ABANDONED RAILROAD BED, 2.8 M.
 BL1891'(9.2 FT.) EAST OF A 15-CM. PINE TREE.  DISK IS 12 CM. BELOW GROUND,
 BL1891'ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BL1891'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 BL1891'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 BL1891
 BL1891                          STATION RECOVERY (1996)
 BL1891
 BL1891'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2452 ***********************************************************************
 BY2452  DESIGNATION -  K 1297
 BY2452  PID         -  BY2452
 BY2452  STATE/COUNTY-  TX/ANDERSON
 BY2452  USGS QUAD   -  ELKHART CREEK (1982)
 BY2452
 BY2452                         *CURRENT SURVEY CONTROL
 BY2452  ___________________________________________________________________
 BY2452* NAD 83(1986)-  31 36 58.     (N)    095 32 43.     (W)     SCALED    
 BY2452* NAVD 88     -       114.443  (meters)     375.47   (feet)  ADJUSTED  
 BY2452  ___________________________________________________________________
 BY2452  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BY2452  DYNAMIC HT  -         114.301 (meters)     375.00  (feet)  COMP
 BY2452  MODELED GRAV-     979,399.5   (mgal)                       NAVD 88
 BY2452
 BY2452  VERT ORDER  -  FIRST     CLASS II
 BY2452
 BY2452.The horizontal coordinates were scaled from a topographic map and have
 BY2452.an estimated accuracy of +/- 6 seconds.
 BY2452
 BY2452.The orthometric height was determined by differential leveling
 BY2452.and adjusted by the National Geodetic Survey in June 1991..
 BY2452
 BY2452.The geoid height was determined by GEOID03.
 BY2452
 BY2452.The dynamic height is computed by dividing the NAVD 88
 BY2452.geopotential number by the normal gravity value computed on the
 BY2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2452.degrees latitude (g = 980.6199 gals.).
 BY2452
 BY2452.The modeled gravity was interpolated from observed gravity values.
 BY2452
 BY2452;                    North         East    Units  Estimated Accuracy
 BY2452;SPC TX C     - 3,225,890.    1,154,150.      MT  (+/- 180 meters Scaled)
 BY2452
 BY2452                          SUPERSEDED SURVEY CONTROL
 BY2452
 BY2452.No superseded survey control is available for this station.
 BY2452
 BY2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR585006(NAD 83)
 BY2452_MARKER: DB = BENCH MARK DISK
 BY2452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2452_SP_SET: STAINLESS STEEL ROD
 BY2452_STAMPING: K 1297 1980
 BY2452_PROJECTION: RECESSED 2 CENTIMETERS
 BY2452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2452_ROD/PIPE-DEPTH: 4.4  meters
 BY2452
 BY2452  HISTORY     - Date     Condition        Report By
 BY2452  HISTORY     - 1980     MONUMENTED       NGS
 BY2452
 BY2452                          STATION DESCRIPTION
 BY2452
 BY2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2452'3.5 KM SE FROM ELKHART.
 BY2452'3.5 KM. (2.2 MI.) SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE JUNCTION
 BY2452'OF STATE HIGHWAY 294 IN ELKHART, ACROSS THE HIGHWAY FROM A REST AREA
 BY2452'INFORMATION SIGN, 24.4 M. (80.0 FT.) NORTHWEST OF A WHITE WOOD FRAME
 BY2452'HOUSE, 265.2 M. (870 FT.) NORTHWEST OF BOX CREEK, 21.3 M. (70.0 FT.)
 BY2452'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 40.2 M. (132 FT.)
 BY2452'NORTHWEST OF THE CENTERLINE OF THE PRIVATE DRIVE LEADING TO THE HOUSE,
 BY2452'31.7 M. (104 FT.) NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 BY2452'SIGN, 65.8 M. (216 FT.) EAST OF THE NORTHEAST END OF A CULVERT,
 BY2452'13.7 M. (45.0 FT.) WEST-NORTHWEST OF A POWERLINE POLE WITH A
 BY2452'TRANSFORMER, 0.2 M. (0.5 FT.) SOUTHWEST OF A FENCE, 21.2 M. (69.5 FT.)
 BY2452'EAST-SOUTHEAST OF A TELEPHONE POLE WITH AN UNDERGROUND TELEPHONE CABLE
 BY2452'WARNING SIGN WHICH PROJECTS 2 M.  DISK IS 12 CM. BELOW GROUND, ACCESS
 BY2452'TO WHICH IS HAD THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2452'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 BY2452'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0155 ***********************************************************************
 CU0155  DESIGNATION -  K 13
 CU0155  PID         -  CU0155
 CU0155  STATE/COUNTY-  TX/TAYLOR
 CU0155  USGS QUAD   -  CHALK PEAK (1984)
 CU0155
 CU0155                         *CURRENT SURVEY CONTROL
 CU0155  ___________________________________________________________________
 CU0155* NAD 83(1986)-  32 29 20.     (N)    100 07 41.     (W)     SCALED    
 CU0155* NAVD 88     -       584.829  (meters)    1918.73   (feet)  ADJUSTED  
 CU0155  ___________________________________________________________________
 CU0155  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CU0155  DYNAMIC HT  -         584.065 (meters)    1916.22  (feet)  COMP
 CU0155  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 CU0155
 CU0155  VERT ORDER  -  FIRST     CLASS II
 CU0155
 CU0155.The horizontal coordinates were scaled from a topographic map and have
 CU0155.an estimated accuracy of +/- 6 seconds.
 CU0155
 CU0155.The orthometric height was determined by differential leveling
 CU0155.and adjusted by the National Geodetic Survey in June 1991..
 CU0155.WARNING-Repeat measurements at this control monument indicate possible
 CU0155.vertical movement.
 CU0155
 CU0155.The geoid height was determined by GEOID03.
 CU0155
 CU0155.The dynamic height is computed by dividing the NAVD 88
 CU0155.geopotential number by the normal gravity value computed on the
 CU0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0155.degrees latitude (g = 980.6199 gals.).
 CU0155
 CU0155.The modeled gravity was interpolated from observed gravity values.
 CU0155
 CU0155;                    North         East    Units  Estimated Accuracy
 CU0155;SPC TXNC     - 2,092,360.      447,000.      MT  (+/- 180 meters Scaled)
 CU0155
 CU0155                          SUPERSEDED SURVEY CONTROL
 CU0155
 CU0155  NGVD 29 (??/??/92)  584.579  (m)         1917.91   (f) ADJ UNCH    1 2
 CU0155
 CU0155.Superseded values are not recommended for survey control.
 CU0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0155.See file dsdata.txt to determine how the superseded data were derived.
 CU0155
 CU0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA940951(NAD 83)
 CU0155_MARKER: P = PIPE CAP
 CU0155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0155_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0155_MARK LOGO: CGS   
 CU0155_PROJECTION: PROJECTING 40 CENTIMETERS
 CU0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0155
 CU0155  HISTORY     - Date     Condition        Report By
 CU0155  HISTORY     - UNK      MONUMENTED       CGS
 CU0155  HISTORY     - 1956     GOOD             NGS
 CU0155  HISTORY     - 1982     GOOD             NGS
 CU0155
 CU0155                          STATION DESCRIPTION
 CU0155
 CU0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0155'IN TRENT.
 CU0155'AT TRENT, 0.4 MILE WEST OF THE TEXAS AND PACIFIC RAILROAD STATION, 9
 CU0155'POLES EAST OF MILEPOST 430, 2 POLES EAST OF THE TRENT CITY LIMIT SIGN,
 CU0155'50.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 78 FEET WEST OF
 CU0155'THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTH, 1.8 FEET WEST OF A
 CU0155'WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CU0155'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 CU0155
 CU0155                          STATION RECOVERY (1982)
 CU0155
 CU0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0155'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0155'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0155'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0155'20.8 KM (12.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, THENCE 1.9 KM
 CU0155'(1.2 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD, 0.5 KM (0.3
 CU0155'MI) EAST OF MILEPOST 430, 24.7 METERS (81.0 FT) WEST OF THE CENTER OF
 CU0155'A GRAVELED ROAD, 10.3 METERS (33.8 FT) SOUTH OF THE NEAR RAIL AND 0.4
 CU0155'METER (1.3 FT) WEST OF A HIGHWAY RIGHT-OF-WAY POST.
 CU0155'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CU0155'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2283 ***********************************************************************
 CS2283  DESIGNATION -  K 130
 CS2283  PID         -  CS2283
 CS2283  STATE/COUNTY-  TX/PARKER
 CS2283  USGS QUAD   -  WEATHERFORD SOUTH (1979)
 CS2283
 CS2283                         *CURRENT SURVEY CONTROL
 CS2283  ___________________________________________________________________
 CS2283* NAD 83(1986)-  32 44 34.     (N)    097 45 36.     (W)     SCALED    
 CS2283* NAVD 88     -       287.018  (meters)     941.66   (feet)  ADJUSTED  
 CS2283  ___________________________________________________________________
 CS2283  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CS2283  DYNAMIC HT  -         286.668 (meters)     940.51  (feet)  COMP
 CS2283  MODELED GRAV-     979,410.4   (mgal)                       NAVD 88
 CS2283
 CS2283  VERT ORDER  -  FIRST     CLASS II
 CS2283
 CS2283.The horizontal coordinates were scaled from a topographic map and have
 CS2283.an estimated accuracy of +/- 6 seconds.
 CS2283
 CS2283.The orthometric height was determined by differential leveling
 CS2283.and adjusted by the National Geodetic Survey in June 1991..
 CS2283
 CS2283.The geoid height was determined by GEOID03.
 CS2283
 CS2283.The dynamic height is computed by dividing the NAVD 88
 CS2283.geopotential number by the normal gravity value computed on the
 CS2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2283.degrees latitude (g = 980.6199 gals.).
 CS2283
 CS2283.The modeled gravity was interpolated from observed gravity values.
 CS2283
 CS2283;                    North         East    Units  Estimated Accuracy
 CS2283;SPC TXNC     - 2,119,570.      669,350.      MT  (+/- 180 meters Scaled)
 CS2283
 CS2283                          SUPERSEDED SURVEY CONTROL
 CS2283
 CS2283  NGVD 29 (??/??/92)  286.939  (m)          941.40   (f) ADJ UNCH    1 2
 CS2283
 CS2283.Superseded values are not recommended for survey control.
 CS2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2283.See file dsdata.txt to determine how the superseded data were derived.
 CS2283
 CS2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB161234(NAD 83)
 CS2283_MARKER: DB = BENCH MARK DISK
 CS2283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2283_SP_SET: BRIDGE
 CS2283_STAMPING: K 130 1951
 CS2283_MARK LOGO: CGS   
 CS2283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2283
 CS2283  HISTORY     - Date     Condition        Report By
 CS2283  HISTORY     - 1951     MONUMENTED       CGS
 CS2283  HISTORY     - 1983     GOOD             NGS
 CS2283  HISTORY     - 20020317 GOOD             USPSQD
 CS2283
 CS2283                          STATION DESCRIPTION
 CS2283
 CS2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS2283'2.7 MI E FROM WEATHERFORD.
 CS2283'2.7 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS2283'AT WEATHERFORD, 2 POLES WEST OF MILEPOST 274, AT BRIDGE 274.1, 8 FEET
 CS2283'SOUTH OF THE SOUTH RAIL, 3.5 FEET BELOW THE TOP OF THE RAILS, SET IN
 CS2283'THE CENTER OF THE TOP OF THE SOUTH END OF THE EAST BRIDGE SEAT OF THE
 CS2283'BRIDGE.
 CS2283
 CS2283                          STATION RECOVERY (1983)
 CS2283
 CS2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2283'RECOVERED IN GOOD CONDITION.
 CS2283
 CS2283                          STATION RECOVERY (2002)
 CS2283
 CS2283'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1126 ***********************************************************************
 BZ1126  DESIGNATION -  K 1300
 BZ1126  PID         -  BZ1126
 BZ1126  STATE/COUNTY-  TX/BELL
 BZ1126  USGS QUAD   -  TEMPLE (1993)
 BZ1126
 BZ1126                         *CURRENT SURVEY CONTROL
 BZ1126  ___________________________________________________________________
 BZ1126* NAD 83(1986)-  31 05 46.     (N)    097 20 38.     (W)     SCALED    
 BZ1126* NAVD 88     -       214.061  (meters)     702.30   (feet)  ADJUSTED  
 BZ1126  ___________________________________________________________________
 BZ1126  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1126  DYNAMIC HT  -         213.779 (meters)     701.37  (feet)  COMP
 BZ1126  MODELED GRAV-     979,319.5   (mgal)                       NAVD 88
 BZ1126  OBS GRAVITY -     979,313.1   (mgal)                       GRAV_OBS
 BZ1126
 BZ1126  VERT ORDER  -  FIRST     CLASS II
 BZ1126
 BZ1126.The horizontal coordinates were scaled from a topographic map and have
 BZ1126.an estimated accuracy of +/- 6 seconds.
 BZ1126
 BZ1126.The orthometric height was determined by differential leveling
 BZ1126.and adjusted by the National Geodetic Survey in June 1991..
 BZ1126
 BZ1126.The geoid height was determined by GEOID03.
 BZ1126
 BZ1126.The dynamic height is computed by dividing the NAVD 88
 BZ1126.geopotential number by the normal gravity value computed on the
 BZ1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1126.degrees latitude (g = 980.6199 gals.).
 BZ1126
 BZ1126.The modeled gravity was interpolated from observed gravity values.
 BZ1126.The observed gravity was obtained from relative gravimeter ties
 BZ1126.to the IGSN71 gravity network.
 BZ1126
 BZ1126;                    North         East    Units  Estimated Accuracy
 BZ1126;SPC TX C     - 3,162,290.      985,150.      MT  (+/- 180 meters Scaled)
 BZ1126
 BZ1126                          SUPERSEDED SURVEY CONTROL
 BZ1126
 BZ1126.No superseded survey control is available for this station.
 BZ1126
 BZ1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV579414(NAD 83)
 BZ1126_MARKER: I = METAL ROD
 BZ1126_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BZ1126_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BZ1126_STAMPING: K 1300 1980
 BZ1126_MARK LOGO: NGS   
 BZ1126_PROJECTION: RECESSED 2 CENTIMETERS
 BZ1126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BZ1126+STABILITY: POSITION/ELEVATION WELL
 BZ1126_ROD/PIPE-DEPTH: 10.1 meters
 BZ1126_SLEEVE-DEPTH  : 8.5 meters
 BZ1126
 BZ1126  HISTORY     - Date     Condition        Report By
 BZ1126  HISTORY     - 1980     MONUMENTED       NGS
 BZ1126  HISTORY     - 1980     GOOD             NGS
 BZ1126  HISTORY     - 1983     GOOD             NGS
 BZ1126  HISTORY     - 19910403 MARK NOT FOUND   USPSQD
 BZ1126
 BZ1126                          STATION DESCRIPTION
 BZ1126
 BZ1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1126'IN TEMPLE.
 BZ1126'IN TEMPLE, AT THE INTERSECTION OF WEST AVENUE A AND SOUTH THIRD
 BZ1126'STREET, AT THE NORTHEAST CORNER OF THE TEMPLE POLICE DEPARTMENT, AT
 BZ1126'THREE FLAG POLES, IN LINE WITH THE WEST EDGE OF A POOL FOR A FOUNTAIN,
 BZ1126'21.5 M. (70.5 FT.) SOUTH OF THE CENTERLINE OF THE AVENUE, 18.9 M.
 BZ1126'(62.0 FT.) WEST OF THE CENTER OF AN ACCESS ROAD FOR SOUTH THIRD
 BZ1126'STREET, 23.8 M. (78.0 FT.) NORTHEAST OF A POLICE RADIO TRANSMISSION
 BZ1126'TOWER, 1.3 M. (4.3 FT.) SOUTH OF THE SOUTHWEST CORNER OF THE POOL,
 BZ1126'1.5 M. (5.0 FT.) SOUTHEAST OF THE NORTHEASTERNMOST FLAG POLE, 1.5 M.
 BZ1126'(5.0 FT.) NORTHEAST OF THE SOUTHEASTERNMOST FLAG POLE.  DATUM POINT IS
 BZ1126'10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1126'THE MARK IS ABOVE LEVEL WITH WEST AVENUE A.
 BZ1126
 BZ1126                          STATION RECOVERY (1980)
 BZ1126
 BZ1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ1126'THIS JUNCTION MARK IS DESCRIBED IN L24544.L2.HAFF, 1980.
 BZ1126
 BZ1126                          STATION RECOVERY (1983)
 BZ1126
 BZ1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ1126'RECOVERED IN GOOD CONDITION.
 BZ1126
 BZ1126                          STATION RECOVERY (1991)
 BZ1126
 BZ1126'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1455 ***********************************************************************
 BZ1455  DESIGNATION -  K 1300 RESET
 BZ1455  PID         -  BZ1455
 BZ1455  STATE/COUNTY-  TX/BELL
 BZ1455  USGS QUAD   -  TEMPLE (1993)
 BZ1455
 BZ1455                         *CURRENT SURVEY CONTROL
 BZ1455  ___________________________________________________________________
 BZ1455* NAD 83(1986)-  31 05 46.     (N)    097 20 38.     (W)     SCALED    
 BZ1455* NAVD 88     -       214.16   (meters)     702.6    (feet)  RESET     
 BZ1455  ___________________________________________________________________
 BZ1455  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BZ1455
 BZ1455  VERT ORDER  -  THIRD
 BZ1455
 BZ1455.The horizontal coordinates were scaled from a topographic map and have
 BZ1455.an estimated accuracy of +/- 6 seconds.
 BZ1455
 BZ1455.The orthometric height was computed from unverified reset data.
 BZ1455
 BZ1455.The geoid height was determined by GEOID03.
 BZ1455
 BZ1455;                    North         East    Units  Estimated Accuracy
 BZ1455;SPC TX C     - 3,162,290.      985,150.      MT  (+/- 180 meters Scaled)
 BZ1455
 BZ1455                          SUPERSEDED SURVEY CONTROL
 BZ1455
 BZ1455.No superseded survey control is available for this station.
 BZ1455
 BZ1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV579414(NAD 83)
 BZ1455_MARKER: DV = VERTICAL CONTROL DISK
 BZ1455_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BZ1455_SP_SET: SLAB
 BZ1455_STAMPING: K 1300 RESET 1986
 BZ1455_MARK LOGO: NGS   
 BZ1455_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ1455+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 BZ1455
 BZ1455  HISTORY     - Date     Condition        Report By
 BZ1455  HISTORY     - 1986     MONUMENTED       LOCSUR
 BZ1455  HISTORY     - 20010317 GOOD             USPSQD
 BZ1455  HISTORY     - 20031011 GOOD             USPSQD
 BZ1455
 BZ1455                          STATION DESCRIPTION
 BZ1455
 BZ1455'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986
 BZ1455'AT THE NORTHEAST ENTRANCE TO THE CITY OF TEMPLE COURTS BUILDING, MARK
 BZ1455'IS LOCATED IN THE WEST RIGHT-OF-WAY LINE OF SOUTH 5TH STREET (40 FEET
 BZ1455'WEST OF CENTERLINE), AND APPROXIMATELY 160 FEET (48.8 M) SOUTH OF THE
 BZ1455'CENTERLINE OF WEST AVENUE A, RESET MARK IS APPROXIMATELY 275 FEET
 BZ1455'(83.8 M) WEST OF THE PRESENT MARK.
 BZ1455
 BZ1455                          STATION RECOVERY (2001)
 BZ1455
 BZ1455'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ1455'RECOVERED IN GOOD CONDITION.
 BZ1455
 BZ1455                          STATION RECOVERY (2003)
 BZ1455
 BZ1455'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1061 ***********************************************************************
 BZ1061  DESIGNATION -  K 1301
 BZ1061  PID         -  BZ1061
 BZ1061  STATE/COUNTY-  TX/HILL
 BZ1061  USGS QUAD   -  WEST (1979)
 BZ1061
 BZ1061                         *CURRENT SURVEY CONTROL
 BZ1061  ___________________________________________________________________
 BZ1061* NAD 83(1986)-  31 51 58.     (N)    097 05 01.     (W)     SCALED    
 BZ1061* NAVD 88     -       206.932  (meters)     678.91   (feet)  ADJUSTED  
 BZ1061  ___________________________________________________________________
 BZ1061  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ1061  DYNAMIC HT  -         206.676 (meters)     678.07  (feet)  COMP
 BZ1061  MODELED GRAV-     979,397.4   (mgal)                       NAVD 88
 BZ1061
 BZ1061  VERT ORDER  -  FIRST     CLASS II
 BZ1061
 BZ1061.The horizontal coordinates were scaled from a topographic map and have
 BZ1061.an estimated accuracy of +/- 6 seconds.
 BZ1061
 BZ1061.The orthometric height was determined by differential leveling
 BZ1061.and adjusted by the National Geodetic Survey in June 1991..
 BZ1061
 BZ1061.The geoid height was determined by GEOID03.
 BZ1061
 BZ1061.The dynamic height is computed by dividing the NAVD 88
 BZ1061.geopotential number by the normal gravity value computed on the
 BZ1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1061.degrees latitude (g = 980.6199 gals.).
 BZ1061
 BZ1061.The modeled gravity was interpolated from observed gravity values.
 BZ1061
 BZ1061;                    North         East    Units  Estimated Accuracy
 BZ1061;SPC TXNC     - 2,023,020.      734,040.      MT  (+/- 180 meters Scaled)
 BZ1061
 BZ1061                          SUPERSEDED SURVEY CONTROL
 BZ1061
 BZ1061.No superseded survey control is available for this station.
 BZ1061
 BZ1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA812271(NAD 83)
 BZ1061_MARKER: I = METAL ROD
 BZ1061_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1061_SP_SET: STAINLESS STEEL ROD
 BZ1061_STAMPING: K 1301 1980
 BZ1061_PROJECTION: FLUSH
 BZ1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1061_ROD/PIPE-DEPTH: 9.7  meters
 BZ1061
 BZ1061  HISTORY     - Date     Condition        Report By
 BZ1061  HISTORY     - 1980     MONUMENTED       NGS
 BZ1061  HISTORY     - 19950715 GOOD             USPSQD
 BZ1061  HISTORY     - 20010317 GOOD             USPSQD
 BZ1061  HISTORY     - 20040110 GOOD             USPSQD
 BZ1061
 BZ1061                          STATION DESCRIPTION
 BZ1061
 BZ1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1061'7.6 KM NORTH FROM WEST.
 BZ1061'7.6 KM. (4.7 MI.) NORTH ALONG THE FRONTAGE ROAD WHICH PARALLELS THE
 BZ1061'WEST SIDE OF INTERSTATE 35 FROM THE JUNCTION OF FARM ROAD 2114 IN
 BZ1061'WEST, AT THE CREST OF A HILL, 10.3 M. (33.9 FT.) WEST OF THE
 BZ1061'CENTERLINE OF THE FRONTAGE ROAD, 0.3 M. (1.0 FT.) EAST OF A FENCE
 BZ1061'8.2 M. (27.0 FT.) NORTH OF THE CENTER OF A WIRE GATE AND A FIELD ROAD
 BZ1061'LEADING WEST, 17.7 M. (58.0 FT.) NORTH OF THE EAST END OF A BILLBOARD.
 BZ1061'DATUM POINT IS 8 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BZ1061'13-CM. LOGO CAP.
 BZ1061'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BZ1061'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BZ1061
 BZ1061                          STATION RECOVERY (1995)
 BZ1061
 BZ1061'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1061'RECOVERED IN GOOD CONDITION.
 BZ1061
 BZ1061                          STATION RECOVERY (2001)
 BZ1061
 BZ1061'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1061'RECOVERED IN GOOD CONDITION.
 BZ1061
 BZ1061                          STATION RECOVERY (2004)
 BZ1061
 BZ1061'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1089 ***********************************************************************
 BZ1089  DESIGNATION -  K 1302
 BZ1089  PID         -  BZ1089
 BZ1089  STATE/COUNTY-  TX/MCLENNAN
 BZ1089  USGS QUAD   -  WACO WEST (1975)
 BZ1089
 BZ1089                         *CURRENT SURVEY CONTROL
 BZ1089  ___________________________________________________________________
 BZ1089* NAD 83(1986)-  31 32 39.     (N)    097 07 38.     (W)     SCALED    
 BZ1089* NAVD 88     -       123.487  (meters)     405.14   (feet)  ADJUSTED  
 BZ1089  ___________________________________________________________________
 BZ1089  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BZ1089  DYNAMIC HT  -         123.332 (meters)     404.63  (feet)  COMP
 BZ1089  MODELED GRAV-     979,386.9   (mgal)                       NAVD 88
 BZ1089
 BZ1089  VERT ORDER  -  FIRST     CLASS II
 BZ1089
 BZ1089.The horizontal coordinates were scaled from a topographic map and have
 BZ1089.an estimated accuracy of +/- 6 seconds.
 BZ1089
 BZ1089.The orthometric height was determined by differential leveling
 BZ1089.and adjusted by the National Geodetic Survey in June 1991..
 BZ1089
 BZ1089.The geoid height was determined by GEOID03.
 BZ1089
 BZ1089.The dynamic height is computed by dividing the NAVD 88
 BZ1089.geopotential number by the normal gravity value computed on the
 BZ1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1089.degrees latitude (g = 980.6199 gals.).
 BZ1089
 BZ1089.The modeled gravity was interpolated from observed gravity values.
 BZ1089
 BZ1089;                    North         East    Units  Estimated Accuracy
 BZ1089;SPC TX C     - 3,212,520.    1,004,380.      MT  (+/- 180 meters Scaled)
 BZ1089
 BZ1089                          SUPERSEDED SURVEY CONTROL
 BZ1089
 BZ1089.No superseded survey control is available for this station.
 BZ1089
 BZ1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV777914(NAD 83)
 BZ1089_MARKER: I = METAL ROD
 BZ1089_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1089_SP_SET: STAINLESS STEEL ROD
 BZ1089_STAMPING: K 1302 1980
 BZ1089_PROJECTION: FLUSH
 BZ1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1089+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1089_ROD/PIPE-DEPTH: 4.5  meters
 BZ1089
 BZ1089  HISTORY     - Date     Condition        Report By
 BZ1089  HISTORY     - 1980     MONUMENTED       NGS
 BZ1089  HISTORY     - 19910424 GOOD             USPSQD
 BZ1089  HISTORY     - 19950715 GOOD             USPSQD
 BZ1089  HISTORY     - 20010317 GOOD             USPSQD
 BZ1089  HISTORY     - 20031012 GOOD             USPSQD
 BZ1089  HISTORY     - 20050727 GOOD             USPSQD
 BZ1089
 BZ1089                          STATION DESCRIPTION
 BZ1089
 BZ1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1089'IN WACO.
 BZ1089'IN WACO, AT THE NORTH 11TH STREET BRIDGE OVER INTERSTATE 35, AT AN
 BZ1089'EAST-WEST POWERLINE CROSSING OVER I-35, 9.4 M. (31.0 FT.) NORTHEAST OF
 BZ1089'THE EXTENDED CENTERLINE OF 11TH STREET, 7.9 M. (25.9 FT.) NORTHWEST OF
 BZ1089'THE CENTERLINE OF THE FRONTAGE ROAD WHICH PARALLELS THE WEST SIDE OF
 BZ1089'I-35, 54.3 M. (178 FT.) NORTHWEST OF THE NORTHWEST END OF THE
 BZ1089'OVERPASS, 17.7 M. (58.0 FT.) EAST OF THE CENTER OF A 60-CM. MANHOLE
 BZ1089'COVER, 1.1 M. (3.7 FT.) SOUTHWEST OF A POWERLINE POLE, 3.9 M.
 BZ1089'(12.9 FT.) NORTHWEST OF THE WEST CURB OF THE FRONTAGE ROAD, 17.8 M.
 BZ1089'(58.4 FT.) NORTHEAST OF THE CENTER OF THE NORTHWESTERNOST 60-CM.
 BZ1089'MANHOLE COVER, 52.4 M. (172 FT.) SOUTHWEST OF A CORNER FENCE POST.
 BZ1089'NOTE-ATTEMPTS FAILED AT DRIVING ROD TO THE REQUIRED DEPTH DUE TO NEAR
 BZ1089'SURFACE LEVELS OF HARD LIMESTONE.  DATUM POINT IS 8 CM. BELOW GROUND,
 BZ1089'ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BZ1089'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BZ1089'THE MARK IS 0.2 M ABOVE THE ROAD.
 BZ1089
 BZ1089                          STATION RECOVERY (1991)
 BZ1089
 BZ1089'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1089'RECOVERED IN GOOD CONDITION.
 BZ1089
 BZ1089                          STATION RECOVERY (1995)
 BZ1089
 BZ1089'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1089'RECOVERED IN GOOD CONDITION.
 BZ1089
 BZ1089                          STATION RECOVERY (2001)
 BZ1089
 BZ1089'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1089'RECOVERED IN GOOD CONDITION.
 BZ1089
 BZ1089                          STATION RECOVERY (2003)
 BZ1089
 BZ1089'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ1089'RECOVERED IN GOOD CONDITION.
 BZ1089
 BZ1089                          STATION RECOVERY (2005)
 BZ1089
 BZ1089'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0768 ***********************************************************************
 BM0768  DESIGNATION -  K 1303
 BM0768  PID         -  BM0768
 BM0768  STATE/COUNTY-  TX/BELL
 BM0768  USGS QUAD   -  LITTLE RIVER (1978)
 BM0768
 BM0768                         *CURRENT SURVEY CONTROL
 BM0768  ___________________________________________________________________
 BM0768* NAD 83(1986)-  30 56 03.     (N)    097 21 30.     (W)     SCALED    
 BM0768* NAVD 88     -       142.042  (meters)     466.02   (feet)  ADJUSTED  
 BM0768  ___________________________________________________________________
 BM0768  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BM0768  DYNAMIC HT  -         141.855 (meters)     465.40  (feet)  COMP
 BM0768  MODELED GRAV-     979,323.5   (mgal)                       NAVD 88
 BM0768
 BM0768  VERT ORDER  -  FIRST     CLASS II
 BM0768
 BM0768.The horizontal coordinates were scaled from a topographic map and have
 BM0768.an estimated accuracy of +/- 6 seconds.
 BM0768
 BM0768.The orthometric height was determined by differential leveling
 BM0768.and adjusted by the National Geodetic Survey in June 1991..
 BM0768
 BM0768.The geoid height was determined by GEOID03.
 BM0768
 BM0768.The dynamic height is computed by dividing the NAVD 88
 BM0768.geopotential number by the normal gravity value computed on the
 BM0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0768.degrees latitude (g = 980.6199 gals.).
 BM0768
 BM0768.The modeled gravity was interpolated from observed gravity values.
 BM0768
 BM0768;                    North         East    Units  Estimated Accuracy
 BM0768;SPC TX C     - 3,144,310.      984,250.      MT  (+/- 180 meters Scaled)
 BM0768
 BM0768                          SUPERSEDED SURVEY CONTROL
 BM0768
 BM0768.No superseded survey control is available for this station.
 BM0768
 BM0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV568234(NAD 83)
 BM0768_MARKER: I = METAL ROD
 BM0768_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0768_SP_SET: STAINLESS STEEL ROD
 BM0768_STAMPING: K 1303 1980
 BM0768_MARK LOGO: NGS   
 BM0768_PROJECTION: FLUSH
 BM0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0768+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0768_ROD/PIPE-DEPTH: 7.6  meters
 BM0768
 BM0768  HISTORY     - Date     Condition        Report By
 BM0768  HISTORY     - 1980     MONUMENTED       NGS
 BM0768  HISTORY     - 1990     GOOD             USPSQD
 BM0768  HISTORY     - 20010317 GOOD             USPSQD
 BM0768  HISTORY     - 20031011 GOOD             USPSQD
 BM0768  HISTORY     - 20050725 GOOD             USPSQD
 BM0768
 BM0768                          STATION DESCRIPTION
 BM0768
 BM0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0768'5.55 KM (3.45 MI) SW FROM ACADEMY.
 BM0768'5.55 KM (3.45 MI) SOUTHWEST ALONG STATE HIGHWAY 95 FROM THE JUNCTION
 BM0768'OF FARM ROAD 436 IN ACADEMY, 0.1 KM (0.05 MI) NORTH OF A BRIDGE OVER
 BM0768'WILLOW CREEK, AT THE JUNCTION OF STAG ROAD LEADING WEST, 21.6 METERS
 BM0768'(71.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.8 METERS (32.0 FT)
 BM0768'SOUTH OF THE CENTERLINE OF THE ROAD, 45.7 METERS (150 FT) EAST OF THE
 BM0768'EAST RAIL OF THE MISSOURI KANSAS AND TEXAS RAILROAD, 4.9 METERS
 BM0768'(16.0 FT) WEST-SOUTHWEST OF A TELEPHONE POLE, 12.5 METERS (41.0 FT)
 BM0768'WEST-SOUTHWEST OF THE SOUTH END OF A 70-CM CONCRETE CULVERT UNDER THE
 BM0768'ROAD, 3.4 METERS (11.0 FT) WEST OF A CORNER FENCE POST AND A TELEPHONE
 BM0768'JUNCTION BOX, 0.3 METER (1.0 FT) NORTH OF A FENCE.
 BM0768'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 BM0768'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BM0768
 BM0768                          STATION RECOVERY (1990)
 BM0768
 BM0768'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0768'RECOVERED IN GOOD CONDITION.
 BM0768
 BM0768                          STATION RECOVERY (2001)
 BM0768
 BM0768'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0768'RECOVERED IN GOOD CONDITION.
 BM0768
 BM0768                          STATION RECOVERY (2003)
 BM0768
 BM0768'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BM0768'RECOVERED IN GOOD CONDITION.
 BM0768
 BM0768                          STATION RECOVERY (2005)
 BM0768
 BM0768'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0792 ***********************************************************************
 BM0792  DESIGNATION -  K 1304
 BM0792  PID         -  BM0792
 BM0792  STATE/COUNTY-  TX/WILLIAMSON
 BM0792  USGS QUAD   -  GEORGETOWN (1982)
 BM0792
 BM0792                         *CURRENT SURVEY CONTROL
 BM0792  ___________________________________________________________________
 BM0792* NAD 83(1986)-  30 39 59.     (N)    097 38 42.     (W)     SCALED    
 BM0792* NAVD 88     -       208.588  (meters)     684.34   (feet)  ADJUSTED  
 BM0792  ___________________________________________________________________
 BM0792  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BM0792  DYNAMIC HT  -         208.308 (meters)     683.42  (feet)  COMP
 BM0792  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 BM0792
 BM0792  VERT ORDER  -  FIRST     CLASS II
 BM0792
 BM0792.The horizontal coordinates were scaled from a topographic map and have
 BM0792.an estimated accuracy of +/- 6 seconds.
 BM0792
 BM0792.The orthometric height was determined by differential leveling
 BM0792.and adjusted by the National Geodetic Survey in June 1991..
 BM0792
 BM0792.The geoid height was determined by GEOID03.
 BM0792
 BM0792.The dynamic height is computed by dividing the NAVD 88
 BM0792.geopotential number by the normal gravity value computed on the
 BM0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0792.degrees latitude (g = 980.6199 gals.).
 BM0792
 BM0792.The modeled gravity was interpolated from observed gravity values.
 BM0792
 BM0792;                    North         East    Units  Estimated Accuracy
 BM0792;SPC TX C     - 3,113,940.      957,590.      MT  (+/- 180 meters Scaled)
 BM0792
 BM0792                          SUPERSEDED SURVEY CONTROL
 BM0792
 BM0792.No superseded survey control is available for this station.
 BM0792
 BM0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU298934(NAD 83)
 BM0792_MARKER: I = METAL ROD
 BM0792_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0792_SP_SET: STAINLESS STEEL ROD
 BM0792_STAMPING: K 1304 1980
 BM0792_MARK LOGO: NGS   
 BM0792_PROJECTION: FLUSH
 BM0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0792+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0792_ROD/PIPE-DEPTH: 2.7  meters
 BM0792
 BM0792  HISTORY     - Date     Condition        Report By
 BM0792  HISTORY     - 1980     MONUMENTED       NGS
 BM0792  HISTORY     - 1990     GOOD             USPSQD
 BM0792  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0792  HISTORY     - 20050724 GOOD             USPSQD
 BM0792
 BM0792                          STATION DESCRIPTION
 BM0792
 BM0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0792'5.2 KM (3.2 MI) NE FROM GEORGETOWN.
 BM0792'2.1 KM (1.3 MI) NORTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0792'COURTHOUSE IN GEORGETOWN, THENCE 3.1 KM (1.9 MI) EAST-NORTHEAST ALONG
 BM0792'FARM ROAD 971, ALSO 5.8 KM (3.6 MI) SOUTHWEST ALONG FARM ROAD 971 FROM
 BM0792'THE JUNCTION OF FARM ROAD 1105 IN WEIR, AT THE JUNCTION OF A GRAVEL
 BM0792'ROAD LEADING SOUTH, 11.9 METERS (39.0 FT) NORTH-NORTHWEST OF THE
 BM0792'CENTERLINE OF THE FARM ROAD, 3.0 METERS (10.0 FT) EAST-NORTHEAST OF
 BM0792'THE EXTENDED CENTERLINE OF THE GRAVEL ROAD, 6.4 METERS (21.0 FT)
 BM0792'EAST-NORTHEAST OF A TELEPHONE POLE AND JUNCTION BOX, 1.2 METERS
 BM0792'(4.2 FT) WEST-SOUTHWEST OF A POWERLINE GUY POLE, 0.3 METER (1.0 FT)
 BM0792'SOUTH-SOUTHWEST OF A FENCE.
 BM0792'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 BM0792'THE MARK IS ABOVE LEVEL WITH FARM ROAD 971.
 BM0792
 BM0792                          STATION RECOVERY (1990)
 BM0792
 BM0792'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0792'RECOVERED IN GOOD CONDITION.
 BM0792
 BM0792                          STATION RECOVERY (1999)
 BM0792
 BM0792'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0792'MARK NOT FOUND.
 BM0792
 BM0792                          STATION RECOVERY (2005)
 BM0792
 BM0792'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0792'NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0818 ***********************************************************************
 BM0818  DESIGNATION -  K 1306
 BM0818  PID         -  BM0818
 BM0818  STATE/COUNTY-  TX/TRAVIS
 BM0818  USGS QUAD   -  AUSTIN EAST (1988)
 BM0818
 BM0818                         *CURRENT SURVEY CONTROL
 BM0818  ___________________________________________________________________
 BM0818* NAD 83(1986)-  30 21 00.     (N)    097 41 37.     (W)     SCALED    
 BM0818* NAVD 88     -       195.725  (meters)     642.14   (feet)  ADJUSTED  
 BM0818  ___________________________________________________________________
 BM0818  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BM0818  DYNAMIC HT  -         195.459 (meters)     641.27  (feet)  COMP
 BM0818  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 BM0818
 BM0818  VERT ORDER  -  FIRST     CLASS II
 BM0818
 BM0818.The horizontal coordinates were scaled from a topographic map and have
 BM0818.an estimated accuracy of +/- 6 seconds.
 BM0818
 BM0818.The orthometric height was determined by differential leveling
 BM0818.and adjusted by the National Geodetic Survey in June 1991..
 BM0818
 BM0818.The geoid height was determined by GEOID03.
 BM0818
 BM0818.The dynamic height is computed by dividing the NAVD 88
 BM0818.geopotential number by the normal gravity value computed on the
 BM0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0818.degrees latitude (g = 980.6199 gals.).
 BM0818
 BM0818.The modeled gravity was interpolated from observed gravity values.
 BM0818
 BM0818;                    North         East    Units  Estimated Accuracy
 BM0818;SPC TX C     - 3,078,760.      953,760.      MT  (+/- 180 meters Scaled)
 BM0818
 BM0818                          SUPERSEDED SURVEY CONTROL
 BM0818
 BM0818.No superseded survey control is available for this station.
 BM0818
 BM0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU255582(NAD 83)
 BM0818_MARKER: DB = BENCH MARK DISK
 BM0818_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BM0818_SP_SET: BOX CULVERT
 BM0818_STAMPING: K 1306 1980
 BM0818_MARK LOGO: NGS   
 BM0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BM0818+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2001
 BM0818
 BM0818  HISTORY     - Date     Condition        Report By
 BM0818  HISTORY     - 1980     MONUMENTED       NGS
 BM0818  HISTORY     - 1990     GOOD             USPSQD
 BM0818  HISTORY     - 19990110 GOOD             USPSQD
 BM0818  HISTORY     - 20010323 GOOD             TXDOT
 BM0818  HISTORY     - 20030308 GOOD             USPSQD
 BM0818
 BM0818                          STATION DESCRIPTION
 BM0818
 BM0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0818'1.3 KM (0.8 MI) NORTH FROM AUSTIN.
 BM0818'1.3 KM (0.8 MI) NORTH ALONG INTERSTATE 35 FROM THE JUNCTION OF U.S.
 BM0818'HIGHWAY 183 IN AUSTIN, IN TOP AND 6.1 METERS (20.1 FT) SOUTH OF THE
 BM0818'NORTH END OF THE WEST HEADWALL OF A 5-CHANNEL CONCRETE CULVERT OVER
 BM0818'THE LITTLE WALNUT CREEK AND UNDER THE WEST FRONTAGE ROAD,
 BM0818'APPROXIMATELY 27 METERS WEST OF THE CENTERLINE OF INTERSTATE 35
 BM0818'SOUTHBOUND, 7.1 METERS (23.4 FT) WEST OF THE CENTERLINE OF THE ROAD,
 BM0818'2.3 METERS (7.6 FT) WEST OF A METAL GUARDRAIL.  NOTE-THE CULVERT IS
 BM0818'SETTING ON HARD LIMESTONE AND AUSTIN CHALK.
 BM0818'THE MARK IS 0.7 M BELOW THE FRONTAGE ROAD.
 BM0818
 BM0818                          STATION RECOVERY (1990)
 BM0818
 BM0818'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0818'RECOVERED IN GOOD CONDITION.
 BM0818
 BM0818                          STATION RECOVERY (1999)
 BM0818
 BM0818'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0818'RECOVERED IN GOOD CONDITION.
 BM0818
 BM0818                          STATION RECOVERY (2001)
 BM0818
 BM0818'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2001 (WEH)
 BM0818'RECOVERED IN GOOD CONDITION.
 BM0818
 BM0818                          STATION RECOVERY (2003)
 BM0818
 BM0818'RECOVERY NOTE BY US POWER SQUADRON 2003 (DOR)
 BM0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0744 ***********************************************************************
 BM0744  DESIGNATION -  K 1307
 BM0744  PID         -  BM0744
 BM0744  STATE/COUNTY-  TX/HAYS
 BM0744  USGS QUAD   -  BUDA (1994)
 BM0744
 BM0744                         *CURRENT SURVEY CONTROL
 BM0744  ___________________________________________________________________
 BM0744* NAD 83(1986)-  30 00 46.     (N)    097 51 38.     (W)     SCALED    
 BM0744* NAVD 88     -       215.894  (meters)     708.31   (feet)  ADJUSTED  
 BM0744  ___________________________________________________________________
 BM0744  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BM0744  DYNAMIC HT  -         215.590 (meters)     707.31  (feet)  COMP
 BM0744  MODELED GRAV-     979,233.2   (mgal)                       NAVD 88
 BM0744
 BM0744  VERT ORDER  -  FIRST     CLASS II
 BM0744
 BM0744.The horizontal coordinates were scaled from a topographic map and have
 BM0744.an estimated accuracy of +/- 6 seconds.
 BM0744
 BM0744.The orthometric height was determined by differential leveling
 BM0744.and adjusted by the National Geodetic Survey in June 1991..
 BM0744
 BM0744.The geoid height was determined by GEOID03.
 BM0744
 BM0744.The dynamic height is computed by dividing the NAVD 88
 BM0744.geopotential number by the normal gravity value computed on the
 BM0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0744.degrees latitude (g = 980.6199 gals.).
 BM0744
 BM0744.The modeled gravity was interpolated from observed gravity values.
 BM0744
 BM0744;                    North         East    Units  Estimated Accuracy
 BM0744;SPC TXSC     - 4,242,080.      709,920.      MT  (+/- 180 meters Scaled)
 BM0744
 BM0744                          SUPERSEDED SURVEY CONTROL
 BM0744
 BM0744.No superseded survey control is available for this station.
 BM0744
 BM0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU098207(NAD 83)
 BM0744_MARKER: DB = BENCH MARK DISK
 BM0744_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0744_SP_SET: OVERPASS PIER
 BM0744_STAMPING: K 1307 1980
 BM0744_MARK LOGO: NGS   
 BM0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0744
 BM0744  HISTORY     - Date     Condition        Report By
 BM0744  HISTORY     - 1980     MONUMENTED       NGS
 BM0744  HISTORY     - 1990     GOOD             USPSQD
 BM0744  HISTORY     - 19910828 GOOD             USPSQD
 BM0744  HISTORY     - 19930808 GOOD             USPSQD
 BM0744  HISTORY     - 19950726 GOOD             USPSQD
 BM0744  HISTORY     - 19990925 GOOD             USPSQD
 BM0744
 BM0744                          STATION DESCRIPTION
 BM0744
 BM0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0744'3.1 KM (1.95 MI) NE FROM KYLE.
 BM0744'3.1 KM (1.95 MI) NORTHEAST ALONG THE EAST FRONTAGE ROAD OF INTERSTATE
 BM0744'35 FROM THE FARM ROAD 150 EAST OVERPASS IN KYLE, AT THE BUNTON
 BM0744'OVERPASS, SET VERTICALLY IN THE NORTH FACE OF THE NORTHERNMOST ONE OF
 BM0744'TWO PIERS OF THE EASTERNMOST SET OF THREE SETS OF PIERS SUPPORTING THE
 BM0744'OVERPASS.  NOTE-PIER IS RESTING ON SOLID ROCK.
 BM0744'THE MARK IS 1.2 M ABOVE THE GROUND.
 BM0744
 BM0744                          STATION RECOVERY (1990)
 BM0744
 BM0744'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0744'RECOVERED IN GOOD CONDITION.
 BM0744
 BM0744                          STATION RECOVERY (1991)
 BM0744
 BM0744'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0744'RECOVERED IN GOOD CONDITION.
 BM0744
 BM0744                          STATION RECOVERY (1993)
 BM0744
 BM0744'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BM0744'RECOVERED IN GOOD CONDITION.
 BM0744
 BM0744                          STATION RECOVERY (1995)
 BM0744
 BM0744'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0744'RECOVERED IN GOOD CONDITION.
 BM0744
 BM0744                          STATION RECOVERY (1999)
 BM0744
 BM0744'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2293 ***********************************************************************
 CS2293  DESIGNATION -  K 131
 CS2293  PID         -  CS2293
 CS2293  STATE/COUNTY-  TX/PARKER
 CS2293  USGS QUAD   -  LAKE WEATHERFORD (1979)
 CS2293
 CS2293                         *CURRENT SURVEY CONTROL
 CS2293  ___________________________________________________________________
 CS2293* NAD 83(1986)-  32 47 32.     (N)    097 43 39.     (W)     SCALED    
 CS2293* NAVD 88     -       339.863  (meters)    1115.03   (feet)  ADJUSTED  
 CS2293  ___________________________________________________________________
 CS2293  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CS2293  DYNAMIC HT  -         339.450 (meters)    1113.68  (feet)  COMP
 CS2293  MODELED GRAV-     979,415.7   (mgal)                       NAVD 88
 CS2293
 CS2293  VERT ORDER  -  FIRST     CLASS II
 CS2293
 CS2293.The horizontal coordinates were scaled from a topographic map and have
 CS2293.an estimated accuracy of +/- 6 seconds.
 CS2293
 CS2293.The orthometric height was determined by differential leveling
 CS2293.and adjusted by the National Geodetic Survey in June 1991..
 CS2293
 CS2293.The geoid height was determined by GEOID03.
 CS2293
 CS2293.The dynamic height is computed by dividing the NAVD 88
 CS2293.geopotential number by the normal gravity value computed on the
 CS2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2293.degrees latitude (g = 980.6199 gals.).
 CS2293
 CS2293.The modeled gravity was interpolated from observed gravity values.
 CS2293
 CS2293;                    North         East    Units  Estimated Accuracy
 CS2293;SPC TXNC     - 2,125,080.      672,350.      MT  (+/- 180 meters Scaled)
 CS2293
 CS2293                          SUPERSEDED SURVEY CONTROL
 CS2293
 CS2293  NGVD 29 (??/??/92)  339.779  (m)         1114.76   (f) ADJ UNCH    1 2
 CS2293
 CS2293.Superseded values are not recommended for survey control.
 CS2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2293.See file dsdata.txt to determine how the superseded data were derived.
 CS2293
 CS2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB191289(NAD 83)
 CS2293_MARKER: DB = BENCH MARK DISK
 CS2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2293_STAMPING: K 131 1952
 CS2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2293+STABILITY: SURFACE MOTION
 CS2293
 CS2293  HISTORY     - Date     Condition        Report By
 CS2293  HISTORY     - 1952     MONUMENTED       CGS
 CS2293  HISTORY     - 1964     GOOD             NGS
 CS2293  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CS2293  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CS2293
 CS2293                          STATION DESCRIPTION
 CS2293
 CS2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2293'6.3 MI NE FROM WEATHERFORD.
 CS2293'0.8 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CS2293'WEATHERFORD, THENCE 2.25 MILES NORTHEAST ALONG DENTON ROAD, THENCE 1.7
 CS2293'MILES NORTHEAST ALONG A WINDING DIRT ROAD, THENCE 1.55 MILES SOUTHEAST
 CS2293'ALONG A GRADED DIRT ROAD, 198 FEET NORTHWEST OF A WIRE GATE, 103 FEET
 CS2293'SOUTHEAST OF A WINDMILL, 111 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CS2293'A BRICK HOUSE, 4.4 FEET SOUTHEAST OF A POWER POLE, SET IN THE TOP OF A
 CS2293'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, 3 FEET EAST OF
 CS2293'A WITNESS POST.
 CS2293
 CS2293                          STATION RECOVERY (1995)
 CS2293
 CS2293'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2293'MARK NOT FOUND.
 CS2293
 CS2293                          STATION RECOVERY (1997)
 CS2293
 CS2293'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0034 ***********************************************************************
 DO0034  DESIGNATION -  K 133=857
 DO0034  PID         -  DO0034
 DO0034  STATE/COUNTY-  TX/CLAY
 DO0034  USGS QUAD   -  HENRIETTA (1984)
 DO0034
 DO0034                         *CURRENT SURVEY CONTROL
 DO0034  ___________________________________________________________________
 DO0034* NAD 83(1986)-  33 49 36.     (N)    098 14 47.     (W)     SCALED    
 DO0034* NAVD 88     -       261.226  (meters)     857.04   (feet)  ADJUSTED  
 DO0034  ___________________________________________________________________
 DO0034  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DO0034  DYNAMIC HT  -         260.938 (meters)     856.09  (feet)  COMP
 DO0034  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 DO0034
 DO0034  VERT ORDER  -  FIRST     CLASS II
 DO0034
 DO0034.The horizontal coordinates were scaled from a topographic map and have
 DO0034.an estimated accuracy of +/- 6 seconds.
 DO0034
 DO0034.The orthometric height was determined by differential leveling
 DO0034.and adjusted by the National Geodetic Survey in June 1991..
 DO0034
 DO0034.The geoid height was determined by GEOID03.
 DO0034
 DO0034.The dynamic height is computed by dividing the NAVD 88
 DO0034.geopotential number by the normal gravity value computed on the
 DO0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0034.degrees latitude (g = 980.6199 gals.).
 DO0034
 DO0034.The modeled gravity was interpolated from observed gravity values.
 DO0034
 DO0034;                    North         East    Units  Estimated Accuracy
 DO0034;SPC TXNC     - 2,239,560.      623,480.      MT  (+/- 180 meters Scaled)
 DO0034
 DO0034                          SUPERSEDED SURVEY CONTROL
 DO0034
 DO0034  NGVD 29 (??/??/92)  261.159  (m)          856.82   (f) ADJ UNCH    1 2
 DO0034
 DO0034.Superseded values are not recommended for survey control.
 DO0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0034.See file dsdata.txt to determine how the superseded data were derived.
 DO0034
 DO0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC697431(NAD 83)
 DO0034_MARKER: P = PIPE CAP
 DO0034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DO0034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DO0034_STAMPING: 856.82 K 133 1933
 DO0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0034
 DO0034  HISTORY     - Date     Condition        Report By
 DO0034  HISTORY     - 1933     MONUMENTED       USGS
 DO0034  HISTORY     - 1950     GOOD             NGS
 DO0034  HISTORY     - 1955     MARK NOT FOUND   USGS
 DO0034
 DO0034                          STATION DESCRIPTION
 DO0034
 DO0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0034'2.7 MI NW FROM HENRIETTA.
 DO0034'2.7 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0034'HENRIETTA, CLAY COUNTY, AT MILEAGE 98.72, 600 FEET WEST OF A HIGHWAY
 DO0034'BRIDGE, AND IN THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A
 DO0034'BRIDGE.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 856.82 K 133
 DO0034'1933.
 DO0034
 DO0034                          STATION RECOVERY (1955)
 DO0034
 DO0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DO0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0377 ***********************************************************************
 EM0377  DESIGNATION -  K 134
 EM0377  PID         -  EM0377
 EM0377  STATE/COUNTY-  TX/HARDEMAN
 EM0377  USGS QUAD   -  QUANAH WEST (1990)
 EM0377
 EM0377                         *CURRENT SURVEY CONTROL
 EM0377  ___________________________________________________________________
 EM0377* NAD 83(1986)-  34 19 14.     (N)    099 50 37.     (W)     SCALED    
 EM0377* NAVD 88     -       466.780  (meters)    1531.43   (feet)  ADJUSTED  
 EM0377  ___________________________________________________________________
 EM0377  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 EM0377  DYNAMIC HT  -         466.252 (meters)    1529.70  (feet)  COMP
 EM0377  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 EM0377
 EM0377  VERT ORDER  -  FIRST     CLASS II
 EM0377
 EM0377.The horizontal coordinates were scaled from a topographic map and have
 EM0377.an estimated accuracy of +/- 6 seconds.
 EM0377
 EM0377.The orthometric height was determined by differential leveling
 EM0377.and adjusted by the National Geodetic Survey in June 1991..
 EM0377.WARNING-Repeat measurements at this control monument indicate possible
 EM0377.vertical movement.
 EM0377
 EM0377.The geoid height was determined by GEOID03.
 EM0377
 EM0377.The dynamic height is computed by dividing the NAVD 88
 EM0377.geopotential number by the normal gravity value computed on the
 EM0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0377.degrees latitude (g = 980.6199 gals.).
 EM0377
 EM0377.The modeled gravity was interpolated from observed gravity values.
 EM0377
 EM0377;                    North         East    Units  Estimated Accuracy
 EM0377;SPC TXNC     - 2,295,110.      476,330.      MT  (+/- 180 meters Scaled)
 EM0377
 EM0377                          SUPERSEDED SURVEY CONTROL
 EM0377
 EM0377  NGVD 29 (??/??/92)  466.545  (m)         1530.66   (f) ADJ UNCH    1 2
 EM0377
 EM0377.Superseded values are not recommended for survey control.
 EM0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0377.See file dsdata.txt to determine how the superseded data were derived.
 EM0377
 EM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC223980(NAD 83)
 EM0377_MARKER: DB = BENCH MARK DISK
 EM0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EM0377_STAMPING: K 134 1933 1530.656
 EM0377_MARK LOGO: CGS   
 EM0377_PROJECTION: PROJECTING 2 CENTIMETERS
 EM0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EM0377+STABILITY: SURFACE MOTION
 EM0377
 EM0377  HISTORY     - Date     Condition        Report By
 EM0377  HISTORY     - 1933     MONUMENTED       CGS
 EM0377  HISTORY     - 1933     GOOD             NGS
 EM0377  HISTORY     - 1958     GOOD             NGS
 EM0377  HISTORY     - 1984     GOOD             NGS
 EM0377
 EM0377                          STATION DESCRIPTION
 EM0377
 EM0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EM0377'2.8 MI SE FROM GOODLETT.
 EM0377'2.8 MILES SOUTHEAST OF ABOUT 200 FEET WEST OF MILEPOST 198, 27 FEET
 EM0377'NORTH OF CENTER OF TRACK.
 EM0377
 EM0377                          STATION RECOVERY (1958)
 EM0377
 EM0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EM0377'RECOVERED IN GOOD CONDITION.
 EM0377
 EM0377                          STATION RECOVERY (1984)
 EM0377
 EM0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0377'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.5 KM
 EM0377'(5.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 EM0377'STATE HIGHWAY 6 IN QUANAH, THENCE 1.7 KM (1.05 MI) WESTERLY ALONG THE
 EM0377'BURLINGTON NORTHERN RAILROAD, 61.0 M (200.1 FT) NORTHWEST OF MILEPOST
 EM0377'198, 30.4 M (99.7 FT) SOUTHEAST OF THE EXTENDED CENTER OF A DIRT ROAD
 EM0377'LEADING NORTH, 8.7 M (28.5 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD,
 EM0377'AND 8.5 M (27.9 FT) NORTHEAST OF THE NEAR RAIL.
 EM0377'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EM0377'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0167 ***********************************************************************
 EN0167  DESIGNATION -  K 135
 EN0167  PID         -  EN0167
 EN0167  STATE/COUNTY-  TX/HALL
 EN0167  USGS QUAD   -  MEMPHIS (1985)
 EN0167
 EN0167                         *CURRENT SURVEY CONTROL
 EN0167  ___________________________________________________________________
 EN0167* NAD 83(1986)-  34 42 28.     (N)    100 30 37.     (W)     SCALED    
 EN0167* NAVD 88     -       619.807  (meters)    2033.48   (feet)  ADJUSTED  
 EN0167  ___________________________________________________________________
 EN0167  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 EN0167  DYNAMIC HT  -         619.115 (meters)    2031.21  (feet)  COMP
 EN0167  MODELED GRAV-     979,499.0   (mgal)                       NAVD 88
 EN0167
 EN0167  VERT ORDER  -  FIRST     CLASS II
 EN0167
 EN0167.The horizontal coordinates were scaled from a topographic map and have
 EN0167.an estimated accuracy of +/- 6 seconds.
 EN0167
 EN0167.The orthometric height was determined by differential leveling
 EN0167.and adjusted by the National Geodetic Survey in June 1991..
 EN0167
 EN0167.The geoid height was determined by GEOID03.
 EN0167
 EN0167.The dynamic height is computed by dividing the NAVD 88
 EN0167.geopotential number by the normal gravity value computed on the
 EN0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0167.degrees latitude (g = 980.6199 gals.).
 EN0167
 EN0167.The modeled gravity was interpolated from observed gravity values.
 EN0167
 EN0167;                    North         East    Units  Estimated Accuracy
 EN0167;SPC TX N     - 1,078,970.      290,670.      MT  (+/- 180 meters Scaled)
 EN0167
 EN0167                          SUPERSEDED SURVEY CONTROL
 EN0167
 EN0167  NGVD 29 (??/??/92)  619.506  (m)         2032.50   (f) ADJ UNCH    1 2
 EN0167
 EN0167.Superseded values are not recommended for survey control.
 EN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0167.See file dsdata.txt to determine how the superseded data were derived.
 EN0167
 EN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD616416(NAD 83)
 EN0167_MARKER: DB = BENCH MARK DISK
 EN0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0167_SP_SET: MONUMENT
 EN0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0167
 EN0167  HISTORY     - Date     Condition        Report By
 EN0167  HISTORY     - UNK      MONUMENTED       CGS
 EN0167  HISTORY     - 1933     GOOD             NGS
 EN0167  HISTORY     - 1934     GOOD             NGS
 EN0167  HISTORY     - 1982     MARK NOT FOUND   USGS
 EN0167  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0167
 EN0167                          STATION DESCRIPTION
 EN0167
 EN0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0167'2.1 MI SE FROM MEMPHIS.
 EN0167'2.1 MILES SOUTHEAST OF MEMPHIS AT BASE OF MILEPOST 249, 36 FEET
 EN0167'SOUTHWEST OF CENTER OF TRACK. N.W. COR S. PAR. BR. 249.89.
 EN0167
 EN0167                          STATION RECOVERY (1934)
 EN0167
 EN0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0167'RECOVERED IN GOOD CONDITION.
 EN0167
 EN0167                          STATION RECOVERY (1982)
 EN0167
 EN0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EN0167'MARK NOT FOUND.
 EN0167
 EN0167                          STATION RECOVERY (1984)
 EN0167
 EN0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0068 ***********************************************************************
 GK0068  DESIGNATION -  K 136
 GK0068  PID         -  GK0068
 GK0068  STATE/COUNTY-  TX/OCHILTREE
 GK0068  USGS QUAD   -  PERRYTON (1973)
 GK0068
 GK0068                         *CURRENT SURVEY CONTROL
 GK0068  ___________________________________________________________________
 GK0068* NAD 83(1993)-  36 26 23.40584(N)    100 48 11.15674(W)     ADJUSTED  
 GK0068* NAVD 88     -       893.517  (meters)    2931.48   (feet)  ADJUSTED  
 GK0068  ___________________________________________________________________
 GK0068  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 GK0068  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 GK0068  DYNAMIC HT  -         892.588 (meters)    2928.43  (feet)  COMP
 GK0068  MODELED GRAV-     979,561.6   (mgal)                       NAVD 88
 GK0068
 GK0068  HORZ ORDER  -  SECOND
 GK0068  VERT ORDER  -  FIRST     CLASS II
 GK0068
 GK0068.The horizontal coordinates were established by classical geodetic methods
 GK0068.and adjusted by the National Geodetic Survey in February 1996..
 GK0068
 GK0068.The orthometric height was determined by differential leveling
 GK0068.and adjusted by the National Geodetic Survey in June 1991..
 GK0068
 GK0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0068
 GK0068.The geoid height was determined by GEOID03.
 GK0068
 GK0068.The dynamic height is computed by dividing the NAVD 88
 GK0068.geopotential number by the normal gravity value computed on the
 GK0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0068.degrees latitude (g = 980.6199 gals.).
 GK0068
 GK0068.The modeled gravity was interpolated from observed gravity values.
 GK0068
 GK0068;                    North         East     Units Scale Factor Converg.
 GK0068;SPC TX N     - 1,270,904.706   262,488.240   MT  1.00006992   +0 24 14.0
 GK0068;SPC TX N     - 4,169,626.52    861,180.17   sFT  1.00006992   +0 24 14.0
 GK0068;SPC OK N     -   163,383.233   348,718.921   MT  0.99995667   -1 39 15.3
 GK0068;SPC OK N     -   536,033.16  1,144,088.66   sFT  0.99995667   -1 39 15.3
 GK0068;UTM  14      - 4,034,245.109   338,390.222   MT  0.99992179   -1 04 16.4
 GK0068
 GK0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0068!SPC TX N     -   0.99986409  x   1.00006992  =   0.99993400
 GK0068!SPC OK N     -   0.99986409  x   0.99995667  =   0.99982077
 GK0068!UTM  14      -   0.99986409  x   0.99992179  =   0.99978589
 GK0068
 GK0068                          SUPERSEDED SURVEY CONTROL
 GK0068
 GK0068  NAD 83(1993)-  36 26 23.40586(N)    100 48 11.15654(W) AD(       ) 2
 GK0068  NAD 83(1986)-  36 26 23.41146(N)    100 48 11.14500(W) AD(       ) 2
 GK0068  NAD 27      -  36 26 23.30300(N)    100 48 09.60500(W) AD(       ) 2
 GK0068  NGVD 29 (??/??/92)  893.139  (m)         2930.24   (f) ADJ UNCH    1 2
 GK0068
 GK0068.Superseded values are not recommended for survey control.
 GK0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0068.See file dsdata.txt to determine how the superseded data were derived.
 GK0068
 GK0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF3839034245(NAD 83)
 GK0068_MARKER: DB = BENCH MARK DISK
 GK0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0068_STAMPING: K-136 1934
 GK0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0068+STABILITY: SURFACE MOTION
 GK0068
 GK0068  HISTORY     - Date     Condition        Report By
 GK0068  HISTORY     - 1934     MONUMENTED       CGS
 GK0068  HISTORY     - 1952     GOOD             CGS
 GK0068  HISTORY     - 1972     MARK NOT FOUND   USGS
 GK0068
 GK0068                          STATION DESCRIPTION
 GK0068
 GK0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0068'3.2 MI N FROM PERRYTON.
 GK0068'3.2 MILES NORTH OF COUNTY COURT HOUSE.  AT PERRYTON 50 FEET WEST OF
 GK0068'THE CENTERLINE OF U.S. HIGHWAY 83.  2 FEET NORTHEAST OF TELEPHONE
 GK0068'POLE.  ONE FOOT EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE LINE.
 GK0068
 GK0068                          STATION RECOVERY (1952)
 GK0068
 GK0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK0068'THE STATION IS LOCATED ABOUT 14 MILES WEST OF BOOKER, 4 MILES
 GK0068'SOUTH OF THE TEXAS-OKLAHOMA STATE LINE, AND 3 MILES NORTH OF
 GK0068'PERRYTON ON THE WEST SIDE OF U.S. HIGHWAY 83.
 GK0068'
 GK0068'THE STATION IS A STANDARD BENCH MARK SET IN THE TOP OF AN 8 INCH
 GK0068'SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES.  IT IS 3 FEET
 GK0068'NORTH NORTHEAST OF A TRIANGLE-BLAZED POWER LINE POLE, 2 FEET
 GK0068'EAST OF A FENCE LINE, 48 FEET WEST OF THE CENTERLINE OF THE
 GK0068'HIGHWAY, AND 90.123 FEET 27.470 METERS WEST OF STATION CAMAY.
 GK0068'IT IS STAMPED K 136 1934.
 GK0068'
 GK0068'TO REACH THE STATION FROM THE COURTHOUSE IN PERRYTON GO NORTH
 GK0068'ON U.S. HIGHWAY 83 FOR 3.1 MILES TO A TRIANGLE BLAZED POWERLINE
 GK0068'POLE ON THE WEST SIDE OF HIGHWAY AND THE STATION.
 GK0068
 GK0068                          STATION RECOVERY (1972)
 GK0068
 GK0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GK0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0096 ***********************************************************************
 GK0096  DESIGNATION -  K 137 RESET 1965
 GK0096  PID         -  GK0096
 GK0096  STATE/COUNTY-  TX/OCHILTREE
 GK0096  USGS QUAD   -  BARTON CREEK (1973)
 GK0096
 GK0096                         *CURRENT SURVEY CONTROL
 GK0096  ___________________________________________________________________
 GK0096* NAD 83(1986)-  36 05 25.     (N)    100 32 23.     (W)     SCALED    
 GK0096* NAVD 88     -       852.59   (+/-2cm)    2797.2    (feet)  VERTCON   
 GK0096  ___________________________________________________________________
 GK0096  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 GK0096
 GK0096  VERT ORDER  -  THIRD (See Below)
 GK0096
 GK0096.The horizontal coordinates were scaled from a topographic map and have
 GK0096.an estimated accuracy of +/- 6 seconds.
 GK0096
 GK0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0096.The vertical order pertains to the NGVD 29 superseded value.
 GK0096
 GK0096.The geoid height was determined by GEOID03.
 GK0096
 GK0096;                    North         East    Units  Estimated Accuracy
 GK0096;SPC TX N     - 1,232,320.      286,480.      MT  (+/- 180 meters Scaled)
 GK0096
 GK0096                          SUPERSEDED SURVEY CONTROL
 GK0096
 GK0096  NGVD 29 (01/29/03)  852.22   (m)         2796.0    (f) RESET       3  
 GK0096
 GK0096.Superseded values are not recommended for survey control.
 GK0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0096.See file dsdata.txt to determine how the superseded data were derived.
 GK0096
 GK0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE613950(NAD 83)
 GK0096_MARKER: DB = BENCH MARK DISK
 GK0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0096_STAMPING: K 137 RESET 1965
 GK0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0096+STABILITY: SURFACE MOTION
 GK0096
 GK0096  HISTORY     - Date     Condition        Report By
 GK0096  HISTORY     - 1965     MONUMENTED       CGS
 GK0096
 GK0096                          STATION DESCRIPTION
 GK0096
 GK0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GK0096'17.45 MI NW FROM CANADIAN.
 GK0096'THE BENCH MARK IS AT THE OCHILTREE-LIPSCOMB COUNTY LINE.  ABOUT 2.15
 GK0096'MILES NORTH ALONG U. S. HIGHWAYS 60 AND 83 FROM THE TRAFFIC LIGHT AT
 GK0096'MAIN STREET AND SECOND STREET IN CANADIAN, THENCE 15.3 MILES NORTHWEST
 GK0096'ALONG U. S. HIGHWAY 83 TO SITE OF BENCH MARK, 85 FEET NORTHEAST OF THE
 GK0096'CENTER LINE OF HIGHWAY, 218 FEET WEST OF THE CENTER OF A GATE, 155
 GK0096'FEET EAST OF A CONCRETE CULVERT UNDER THE HIGHWAY, 1 FOOT SOUTHEAST OF
 GK0096'A METAL WITNESS POST, AND AT TEXAS HIGHWAY DEPT. BASE STATION 1874 +
 GK0096'72.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS
 GK0096'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1507 ***********************************************************************
 AY1507  DESIGNATION -  K 1377
 AY1507  PID         -  AY1507
 AY1507  STATE/COUNTY-  TX/BEXAR
 AY1507  USGS QUAD   -  SOUTHTON (1992)
 AY1507
 AY1507                         *CURRENT SURVEY CONTROL
 AY1507  ___________________________________________________________________
 AY1507* NAD 83(1986)-  29 17 55.     (N)    098 23 09.     (W)     SCALED    
 AY1507* NAVD 88     -       173.420  (meters)     568.96   (feet)  ADJUSTED  
 AY1507  ___________________________________________________________________
 AY1507  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY1507  DYNAMIC HT  -         173.169 (meters)     568.14  (feet)  COMP
 AY1507  MODELED GRAV-     979,195.4   (mgal)                       NAVD 88
 AY1507
 AY1507  VERT ORDER  -  FIRST     CLASS II
 AY1507
 AY1507.The horizontal coordinates were scaled from a topographic map and have
 AY1507.an estimated accuracy of +/- 6 seconds.
 AY1507
 AY1507.The orthometric height was determined by differential leveling
 AY1507.and adjusted by the National Geodetic Survey in June 1991..
 AY1507
 AY1507.The geoid height was determined by GEOID03.
 AY1507
 AY1507.The dynamic height is computed by dividing the NAVD 88
 AY1507.geopotential number by the normal gravity value computed on the
 AY1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1507.degrees latitude (g = 980.6199 gals.).
 AY1507
 AY1507.The modeled gravity was interpolated from observed gravity values.
 AY1507
 AY1507;                    North         East    Units  Estimated Accuracy
 AY1507;SPC TXSC     - 4,162,550.      659,660.      MT  (+/- 180 meters Scaled)
 AY1507
 AY1507                          SUPERSEDED SURVEY CONTROL
 AY1507
 AY1507.No superseded survey control is available for this station.
 AY1507
 AY1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT596412(NAD 83)
 AY1507_MARKER: I = METAL ROD
 AY1507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1507_SP_SET: STAINLESS STEEL ROD
 AY1507_STAMPING: K 1377 1980
 AY1507_MARK LOGO: NGS   
 AY1507_PROJECTION: RECESSED 5 CENTIMETERS
 AY1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1507_ROD/PIPE-DEPTH: 7.3  meters
 AY1507
 AY1507  HISTORY     - Date     Condition        Report By
 AY1507  HISTORY     - 1980     MONUMENTED       NGS
 AY1507  HISTORY     - 19950626 GOOD             USPSQD
 AY1507
 AY1507                          STATION DESCRIPTION
 AY1507
 AY1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1507'7.6 KM (4.7 MI) NW FROM ELMENDORF.
 AY1507'7.6 KM (4.7 MI) NORTHWEST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY1507'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, AT THE HARMONY BAPTIST CHURCH
 AY1507'MAY-CROSSER HALL, 0.25 KM (0.15 MI) NORTHWEST OF THE JUNCTION OF DONOP
 AY1507'ROAD, 23.0 METERS (75.5 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD,
 AY1507'20.6 METERS (67.9 FT) SOUTHEAST OF THE CENTER OF THE SOUTHEAST
 AY1507'DRIVEWAY TO THE CHURCH, 11.3 METERS (36.2 FT) NORTHEAST OF THE
 AY1507'NORTHEAST END OF THE CHURCH SIGN, 3.8 METERS (12.5 FT) SOUTHEAST OF
 AY1507'THE SOUTHEAST EDGE OF A SIDEWALK, 1.9 METERS (6.2 FT) SOUTHWEST OF THE
 AY1507'WEST CORNER OF THE HALL, 0.7 METER (2.2 FT) SOUTHWEST OF THE SOUTHWEST
 AY1507'EDGE OF A CONCRETE PLATFORM OF THE HALL, 1.15 METERS (3.8 FT)
 AY1507'EAST-SOUTHEAST OF A METAL LIGHT POLE.
 AY1507'THE MARK IS 1.0 M ABOVE THE ROAD.
 AY1507
 AY1507                          STATION RECOVERY (1995)
 AY1507
 AY1507'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0495 ***********************************************************************
 AO0495  DESIGNATION -  K 1378
 AO0495  PID         -  AO0495
 AO0495  STATE/COUNTY-  TX/KARNES
 AO0495  USGS QUAD   -  FALLS CITY (1961)
 AO0495
 AO0495                         *CURRENT SURVEY CONTROL
 AO0495  ___________________________________________________________________
 AO0495* NAD 83(1986)-  28 59 27.     (N)    098 02 01.     (W)     SCALED    
 AO0495* NAVD 88     -        97.853  (meters)     321.04   (feet)  ADJUSTED  
 AO0495  ___________________________________________________________________
 AO0495  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AO0495  DYNAMIC HT  -          97.712 (meters)     320.58  (feet)  COMP
 AO0495  MODELED GRAV-     979,204.3   (mgal)                       NAVD 88
 AO0495
 AO0495  VERT ORDER  -  FIRST     CLASS II
 AO0495
 AO0495.The horizontal coordinates were scaled from a topographic map and have
 AO0495.an estimated accuracy of +/- 6 seconds.
 AO0495
 AO0495.The orthometric height was determined by differential leveling
 AO0495.and adjusted by the National Geodetic Survey in June 1991..
 AO0495
 AO0495.The geoid height was determined by GEOID03.
 AO0495
 AO0495.The dynamic height is computed by dividing the NAVD 88
 AO0495.geopotential number by the normal gravity value computed on the
 AO0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0495.degrees latitude (g = 980.6199 gals.).
 AO0495
 AO0495.The modeled gravity was interpolated from observed gravity values.
 AO0495
 AO0495;                    North         East    Units  Estimated Accuracy
 AO0495;SPC TXSC     - 4,128,670.      694,160.      MT  (+/- 180 meters Scaled)
 AO0495
 AO0495                          SUPERSEDED SURVEY CONTROL
 AO0495
 AO0495.No superseded survey control is available for this station.
 AO0495
 AO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT941073(NAD 83)
 AO0495_MARKER: I = METAL ROD
 AO0495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AO0495_SP_SET: STAINLESS STEEL ROD
 AO0495_STAMPING: K 1378 1981
 AO0495_MARK LOGO: NGS   
 AO0495_PROJECTION: FLUSH
 AO0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0495_ROD/PIPE-DEPTH: 8.8  meters
 AO0495
 AO0495  HISTORY     - Date     Condition        Report By
 AO0495  HISTORY     - 1981     MONUMENTED       NGS
 AO0495  HISTORY     - 1987     GOOD             USPSQD
 AO0495  HISTORY     - 20050405 MARK NOT FOUND   USPSQD
 AO0495
 AO0495                          STATION DESCRIPTION
 AO0495
 AO0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AO0495'2.0 KM (1.25 MI) NW FROM FALLS CITY.
 AO0495'2.0 KM (1.25 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AO0495'FARM ROAD 791 IN FALLS CITY, 0.5 KM (0.3 MI) SOUTHEAST OF THE
 AO0495'KARNES-WILSON COUNTY LINE, APPROXIMATELY 55 METERS SOUTHWEST OF A PUMP
 AO0495'STATION AND TWO LARGE STORAGE TANKS, 18.8 METERS (62.0 FT) NORTHEAST
 AO0495'OF THE CENTERLINE OF THE HIGHWAY, 38.1 METERS (125 FT) SOUTHWEST OF
 AO0495'THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 2.0 METERS
 AO0495'(6.5 FT) NORTH-NORTHWEST OF A POWERLINE JUNCTION POLE WITH A 50-AMP
 AO0495'TRANSFORMER, 4.0 METERS (13.5 FT) SOUTH-SOUTHWEST OF A GUY WIRE
 AO0495'ANCHOR, 41.4 METERS (136 FT) SOUTHEAST OF A PIPELINE CROSSING.
 AO0495'THE MARK IS 0.7 METERS  SSW FROM A WITNESS POST.
 AO0495'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AO0495
 AO0495                          STATION RECOVERY (1987)
 AO0495
 AO0495'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AO0495'RECOVERED IN GOOD CONDITION.
 AO0495
 AO0495                          STATION RECOVERY (2005)
 AO0495
 AO0495'RECOVERY NOTE BY US POWER SQUADRON 2005 (WM)
 AO0495'WITNESS POST FOUND- MARK PROBABLY IN PLACE COVERED BY ABOUT 3 FEET OF
 AO0495'DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1530 ***********************************************************************
 AY1530  DESIGNATION -  K 1379
 AY1530  PID         -  AY1530
 AY1530  STATE/COUNTY-  TX/BEXAR
 AY1530  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1530
 AY1530                         *CURRENT SURVEY CONTROL
 AY1530  ___________________________________________________________________
 AY1530* NAD 83(1986)-  29 29 02.     (N)    098 24 14.     (W)     SCALED    
 AY1530* NAVD 88     -       221.481  (meters)     726.64   (feet)  ADJUSTED  
 AY1530  ___________________________________________________________________
 AY1530  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AY1530  DYNAMIC HT  -         221.159 (meters)     725.59  (feet)  COMP
 AY1530  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY1530
 AY1530  VERT ORDER  -  FIRST     CLASS II
 AY1530
 AY1530.The horizontal coordinates were scaled from a topographic map and have
 AY1530.an estimated accuracy of +/- 6 seconds.
 AY1530
 AY1530.The orthometric height was determined by differential leveling
 AY1530.and adjusted by the National Geodetic Survey in June 1991..
 AY1530
 AY1530.The geoid height was determined by GEOID03.
 AY1530
 AY1530.The dynamic height is computed by dividing the NAVD 88
 AY1530.geopotential number by the normal gravity value computed on the
 AY1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1530.degrees latitude (g = 980.6199 gals.).
 AY1530
 AY1530.The modeled gravity was interpolated from observed gravity values.
 AY1530
 AY1530;                    North         East    Units  Estimated Accuracy
 AY1530;SPC TXSC     - 4,183,070.      657,800.      MT  (+/- 180 meters Scaled)
 AY1530
 AY1530                          SUPERSEDED SURVEY CONTROL
 AY1530
 AY1530.No superseded survey control is available for this station.
 AY1530
 AY1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT577617(NAD 83)
 AY1530_MARKER: DB = BENCH MARK DISK
 AY1530_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AY1530_SP_SET: BRIDGE PIER
 AY1530_STAMPING: K 1379 1980
 AY1530_MARK LOGO: NGS   
 AY1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1530
 AY1530  HISTORY     - Date     Condition        Report By
 AY1530  HISTORY     - 1980     MONUMENTED       NGS
 AY1530  HISTORY     - 1989     GOOD             USPSQD
 AY1530  HISTORY     - 19990227 GOOD             USPSQD
 AY1530
 AY1530                          STATION DESCRIPTION
 AY1530
 AY1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1530'IN SAN ANTONIO.
 AY1530'IN SAN ANTONIO, AT THE JUNCTION OF INTERSTATE 35 SOUTHBOUND AND
 AY1530'RITTIMAN ROAD, 8.7 KM (5.4 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 35
 AY1530'FROM THE NEW BRAUNFELS AVENUE EXIT, SET VERTICALLY IN THE WEST FACE OF
 AY1530'THE NORTHWESTERNMOST CONCRETE PIER SUPPORTING THE SOUTHBOUND LANES OF
 AY1530'THE INTERSTATE, 11.0 METERS (36.0 FT) NORTH OF THE CENTERLINE OF THE
 AY1530'WESTBOUND LANE OF THE ROAD.  NOTE-PIERS ARE DRILLED INTO HARD SHALE.
 AY1530'THE MARK IS 1.4 M ABOVE THE ROAD.
 AY1530
 AY1530                          STATION RECOVERY (1989)
 AY1530
 AY1530'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1530'RECOVERED IN GOOD CONDITION.
 AY1530
 AY1530                          STATION RECOVERY (1999)
 AY1530
 AY1530'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0036 ***********************************************************************
 GK0036  DESIGNATION -  K 138
 GK0036  PID         -  GK0036
 GK0036  STATE/COUNTY-  TX/LIPSCOMB
 GK0036  USGS QUAD   -  HIGGINS SOUTH (1972)
 GK0036
 GK0036                         *CURRENT SURVEY CONTROL
 GK0036  ___________________________________________________________________
 GK0036* NAD 83(1986)-  36 07 08.     (N)    100 01 25.     (W)     SCALED    
 GK0036* NAVD 88     -       785.803  (meters)    2578.09   (feet)  ADJUSTED  
 GK0036  ___________________________________________________________________
 GK0036  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 GK0036  DYNAMIC HT  -         784.989 (meters)    2575.42  (feet)  COMP
 GK0036  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 GK0036
 GK0036  VERT ORDER  -  FIRST     CLASS II
 GK0036
 GK0036.The horizontal coordinates were scaled from a topographic map and have
 GK0036.an estimated accuracy of +/- 6 seconds.
 GK0036
 GK0036.The orthometric height was determined by differential leveling
 GK0036.and adjusted by the National Geodetic Survey in June 1991..
 GK0036
 GK0036.The geoid height was determined by GEOID03.
 GK0036
 GK0036.The dynamic height is computed by dividing the NAVD 88
 GK0036.geopotential number by the normal gravity value computed on the
 GK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0036.degrees latitude (g = 980.6199 gals.).
 GK0036
 GK0036.The modeled gravity was interpolated from observed gravity values.
 GK0036
 GK0036;                    North         East    Units  Estimated Accuracy
 GK0036;SPC TX N     - 1,236,060.      332,910.      MT  (+/- 180 meters Scaled)
 GK0036
 GK0036                          SUPERSEDED SURVEY CONTROL
 GK0036
 GK0036  NGVD 29 (??/??/92)  785.476  (m)         2577.02   (f) ADJ UNCH    1 2
 GK0036
 GK0036.Superseded values are not recommended for survey control.
 GK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0036.See file dsdata.txt to determine how the superseded data were derived.
 GK0036
 GK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME078976(NAD 83)
 GK0036_MARKER: DB = BENCH MARK DISK
 GK0036_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GK0036_SP_SET: BUILDING WALL
 GK0036_STAMPING: K 138 1934
 GK0036_MARK LOGO: CGS   
 GK0036_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0036+STABILITY: SURFACE MOTION
 GK0036
 GK0036  HISTORY     - Date     Condition        Report By
 GK0036  HISTORY     - 1934     MONUMENTED       CGS
 GK0036  HISTORY     - 1935     GOOD             LOCSUR
 GK0036  HISTORY     - 19950915 GOOD             OKDOT
 GK0036
 GK0036                          STATION DESCRIPTION
 GK0036
 GK0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0036'IN HIGGINS.
 GK0036'IN THE SOUTHEAST CORNER OF THE NEW HIGGINS HOTEL BUILDING ON MAINAND
 GK0036'SANTA FE STREET.  8 INCHES NORTHEAST OF THE SOUTHEAST CORNER OF THE
 GK0036'BUILDING AND 3 FEET ABOVE THE SIDE WALK ON SANTA FE STREET.
 GK0036
 GK0036                          STATION RECOVERY (1935)
 GK0036
 GK0036'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1935
 GK0036'RECOVERED IN GOOD CONDITION.
 GK0036
 GK0036                          STATION RECOVERY (1995)
 GK0036
 GK0036'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1995 (LDR)
 GK0036'IN HIGGINS, IN THE SOUTHWEST CORNER OF THE OLD HIGGINS HOTEL BUILDING
 GK0036'ON MAIN AND HOTEL STREET, ONE BLOCK SOUTH OF US HIGHWAY 60, 13 INCHES
 GK0036'NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING AND 3 FEET (0.9 M)
 GK0036'ABOVE THE SIDEWALK ON HOTEL STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1063 ***********************************************************************
 AH1063  DESIGNATION -  K 1380
 AH1063  PID         -  AH1063
 AH1063  STATE/COUNTY-  TX/KLEBERG
 AH1063  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1063
 AH1063                         *CURRENT SURVEY CONTROL
 AH1063  ___________________________________________________________________
 AH1063* NAD 83(1986)-  27 30 22.     (N)    097 52 01.     (W)     SCALED    
 AH1063* NAVD 88     -        19.454  (meters)      63.83   (feet)  ADJUSTED  
 AH1063  ___________________________________________________________________
 AH1063  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AH1063  DYNAMIC HT  -          19.424 (meters)      63.73  (feet)  COMP
 AH1063  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 AH1063
 AH1063  VERT ORDER  -  FIRST     CLASS II
 AH1063
 AH1063.The horizontal coordinates were scaled from a topographic map and have
 AH1063.an estimated accuracy of +/- 6 seconds.
 AH1063
 AH1063.The orthometric height was determined by differential leveling
 AH1063.and adjusted by the National Geodetic Survey in June 1991..
 AH1063
 AH1063.The geoid height was determined by GEOID03.
 AH1063
 AH1063.The dynamic height is computed by dividing the NAVD 88
 AH1063.geopotential number by the normal gravity value computed on the
 AH1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1063.degrees latitude (g = 980.6199 gals.).
 AH1063
 AH1063.The modeled gravity was interpolated from observed gravity values.
 AH1063
 AH1063;                    North         East    Units  Estimated Accuracy
 AH1063;SPC TX S     - 5,203,960.      362,550.      MT  (+/- 180 meters Scaled)
 AH1063
 AH1063                          SUPERSEDED SURVEY CONTROL
 AH1063
 AH1063.No superseded survey control is available for this station.
 AH1063
 AH1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR119430(NAD 83)
 AH1063_MARKER: I = METAL ROD
 AH1063_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1063_SP_SET: STAINLESS STEEL ROD
 AH1063_STAMPING: K 1380 1981
 AH1063_MARK LOGO: NGS   
 AH1063_PROJECTION: FLUSH
 AH1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1063_ROD/PIPE-DEPTH: 8.5  meters
 AH1063
 AH1063  HISTORY     - Date     Condition        Report By
 AH1063  HISTORY     - 1981     MONUMENTED       NGS
 AH1063
 AH1063                          STATION DESCRIPTION
 AH1063
 AH1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1063'IN KINGSVILLE.
 AH1063'IN KINGSVILLE, NEAR THE JUNCTION OF CEASAR STREET AND SIXTH STREET AT
 AH1063'THE BILLS USED CARS PROPERTY, 18.3 METERS (60.0 FT) EAST OF THE
 AH1063'CENTERLINE OF U.S. HIGHWAY 77, 55.2 METERS (181 FT) SOUTH OF THE
 AH1063'CENTERLINE OF CEASAR STREET, 51.1 METERS (167.5 FT) NORTH OF THE
 AH1063'CENTERLINE OF HOFFMAN STREET, 2.75 METERS (9.0 FT) SOUTH OF THE CENTER
 AH1063'OF THE ALLEY, 5.65 METERS (18.5 FT) SOUTH OF A NATURAL GAS METER,
 AH1063'1.0 METER (3.3 FT) WEST OF A POWERLINE POLE WITH THREE GUY WIRES,
 AH1063'2.1 METERS (7.0 FT) EAST OF A SINGLE ANCORED GUY WIRE.
 AH1063'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 AH1063'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1947 ***********************************************************************
 AN1947  DESIGNATION -  K 1381
 AN1947  PID         -  AN1947
 AN1947  STATE/COUNTY-  TX/KARNES
 AN1947  USGS QUAD   -  KENEDY (1987)
 AN1947
 AN1947                         *CURRENT SURVEY CONTROL
 AN1947  ___________________________________________________________________
 AN1947* NAD 83(1986)-  28 47 16.     (N)    097 51 09.     (W)     SCALED    
 AN1947* NAVD 88     -       108.783  (meters)     356.90   (feet)  ADJUSTED  
 AN1947  ___________________________________________________________________
 AN1947  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN1947  DYNAMIC HT  -         108.623 (meters)     356.37  (feet)  COMP
 AN1947  MODELED GRAV-     979,174.8   (mgal)                       NAVD 88
 AN1947
 AN1947  VERT ORDER  -  FIRST     CLASS II
 AN1947
 AN1947.The horizontal coordinates were scaled from a topographic map and have
 AN1947.an estimated accuracy of +/- 6 seconds.
 AN1947
 AN1947.The orthometric height was determined by differential leveling
 AN1947.and adjusted by the National Geodetic Survey in June 1991..
 AN1947
 AN1947.The geoid height was determined by GEOID03.
 AN1947
 AN1947.The dynamic height is computed by dividing the NAVD 88
 AN1947.geopotential number by the normal gravity value computed on the
 AN1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1947.degrees latitude (g = 980.6199 gals.).
 AN1947
 AN1947.The modeled gravity was interpolated from observed gravity values.
 AN1947
 AN1947;                    North         East    Units  Estimated Accuracy
 AN1947;SPC TXSC     - 4,106,330.      712,030.      MT  (+/- 180 meters Scaled)
 AN1947
 AN1947                          SUPERSEDED SURVEY CONTROL
 AN1947
 AN1947.No superseded survey control is available for this station.
 AN1947
 AN1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS119850(NAD 83)
 AN1947_MARKER: I = METAL ROD
 AN1947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1947_SP_SET: STAINLESS STEEL ROD
 AN1947_STAMPING: K 1381 1981
 AN1947_MARK LOGO: NGS   
 AN1947_PROJECTION: RECESSED 6 CENTIMETERS
 AN1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1947_ROD/PIPE-DEPTH: 8.5  meters
 AN1947
 AN1947  HISTORY     - Date     Condition        Report By
 AN1947  HISTORY     - 1981     MONUMENTED       NGS
 AN1947  HISTORY     - 1987     GOOD             USPSQD
 AN1947
 AN1947                          STATION DESCRIPTION
 AN1947
 AN1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1947'3.45 KM (2.15 MI) SE FROM KENEDY.
 AN1947'3.45 KM (2.15 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 181 BUSINESS FROM
 AN1947'THE POST OFFICE IN KENEDY, 0.25 KM (0.15 MI) NORTHEAST ALONG FARM ROAD
 AN1947'2509 FROM THE U.S. HIGHWAY 181 OVERPASS, AT THE JUNCTION OF FARM ROAD
 AN1947'2509, 16.1 METERS (53.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 AN1947'HIGHWAY, 39.9 METERS (131 FT) NORTH OF THE JUNCTION OF THE FARM ROAD,
 AN1947'14.9 METERS (49.0 FT) EAST-SOUTHEAST OF THE EAST RAIL OF THE SOUTHERN
 AN1947'PACIFIC RAILROAD, 12.4 METERS (41.0 FT) NORTHEAST OF A TELEPHONE POLE,
 AN1947'4.8 METERS (16.0 FT) NORTHEAST OF THE SOUTHERNMOST ONE OF TWO CONCRETE
 AN1947'RIGHT-OF-WAY MARKERS, 9.4 METERS (31.0 FT) SOUTHWEST OF THE
 AN1947'NORTHERNMOST RIGHT-OF-WAY MARKER.
 AN1947'THE MARK IS 0.33 METERS  SW FROM A WITNESS POST.
 AN1947'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AN1947
 AN1947                          STATION RECOVERY (1987)
 AN1947
 AN1947'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1912 ***********************************************************************
 AN1912  DESIGNATION -  K 1382
 AN1912  PID         -  AN1912
 AN1912  STATE/COUNTY-  TX/BEE
 AN1912  USGS QUAD   -  SKIDMORE (1979)
 AN1912
 AN1912                         *CURRENT SURVEY CONTROL
 AN1912  ___________________________________________________________________
 AN1912* NAD 83(1986)-  28 19 34.     (N)    097 42 24.     (W)     SCALED    
 AN1912* NAVD 88     -        47.714  (meters)     156.54   (feet)  ADJUSTED  
 AN1912  ___________________________________________________________________
 AN1912  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN1912  DYNAMIC HT  -          47.642 (meters)     156.31  (feet)  COMP
 AN1912  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 AN1912
 AN1912  VERT ORDER  -  FIRST     CLASS II
 AN1912
 AN1912.The horizontal coordinates were scaled from a topographic map and have
 AN1912.an estimated accuracy of +/- 6 seconds.
 AN1912
 AN1912.The orthometric height was determined by differential leveling
 AN1912.and adjusted by the National Geodetic Survey in June 1991..
 AN1912
 AN1912.The geoid height was determined by GEOID03.
 AN1912
 AN1912.The dynamic height is computed by dividing the NAVD 88
 AN1912.geopotential number by the normal gravity value computed on the
 AN1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1912.degrees latitude (g = 980.6199 gals.).
 AN1912
 AN1912.The modeled gravity was interpolated from observed gravity values.
 AN1912
 AN1912;                    North         East    Units  Estimated Accuracy
 AN1912;SPC TXSC     - 4,055,320.      726,830.      MT  (+/- 180 meters Scaled)
 AN1912
 AN1912                          SUPERSEDED SURVEY CONTROL
 AN1912
 AN1912.No superseded survey control is available for this station.
 AN1912
 AN1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS267340(NAD 83)
 AN1912_MARKER: I = METAL ROD
 AN1912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1912_SP_SET: STAINLESS STEEL ROD
 AN1912_STAMPING: K 1382 1981
 AN1912_MARK LOGO: NGS   
 AN1912_PROJECTION: RECESSED 4 CENTIMETERS
 AN1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1912_ROD/PIPE-DEPTH: 9.1  meters
 AN1912
 AN1912  HISTORY     - Date     Condition        Report By
 AN1912  HISTORY     - 1981     MONUMENTED       NGS
 AN1912  HISTORY     - 1990     GOOD             USPSQD
 AN1912  HISTORY     - 19970725 GOOD             USPSQD
 AN1912
 AN1912                          STATION DESCRIPTION
 AN1912
 AN1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1912'9.6 KM (6.0 MI) SE FROM BEEVILLE.
 AN1912'3.9 KM (2.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1912'COURTHOUSE IN BEEVILLE, THENCE 5.7 KM (3.55 MI) SOUTHEAST ALONG U.S.
 AN1912'HIGHWAY 181, ALSO 9.1 KM (5.65 MI) NORTHWEST ALONG U.S. HIGHWAY 181
 AN1912'FROM THE JUNCTION OF STATE HIGHWAY 359 IN SKIDMORE, AT A TWO POLE
 AN1912'POWERLINE SUPPORT, 26.2 METERS (86.0 FT) SOUTHWEST OF THE CENTERLINE
 AN1912'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 65.8 METERS (216 FT) NORTHWEST
 AN1912'OF THE CENTER OF THE NORTHWESTERNMOST ONE OF TWO ENTRANCES TO A VACANT
 AN1912'BUILDING, 17.3 METERS (57.0 FT) SOUTH OF A LONE 60-CM PIN OAK TREE,
 AN1912'4.9 METERS (16.5 FT) SOUTHEAST OF A POWERLINE POLE, 2.3 METERS
 AN1912'(7.5 FT) EAST-NORTHEAST OF A POWERLINE POLE, 2.4 METERS (8.0 FT)
 AN1912'NORTH-NORTHWEST OF A GUY WIRE ANCHOR.
 AN1912'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 AN1912'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 AN1912
 AN1912                          STATION RECOVERY (1990)
 AN1912
 AN1912'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN1912'RECOVERED IN GOOD CONDITION.
 AN1912
 AN1912                          STATION RECOVERY (1997)
 AN1912
 AN1912'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0424 ***********************************************************************
 CE0424  DESIGNATION -  K 1383
 CE0424  PID         -  CE0424
 CE0424  STATE/COUNTY-  TX/EL PASO
 CE0424  USGS QUAD   -  EL PASO (1997)
 CE0424
 CE0424                         *CURRENT SURVEY CONTROL
 CE0424  ___________________________________________________________________
 CE0424* NAD 83(1986)-  31 49 33.     (N)    106 26 02.     (W)     SCALED    
 CE0424* NAVD 88     -      1187.282  (meters)    3895.27   (feet)  ADJUSTED  
 CE0424  ___________________________________________________________________
 CE0424  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CE0424  DYNAMIC HT  -        1185.480 (meters)    3889.36  (feet)  COMP
 CE0424  MODELED GRAV-     979,081.2   (mgal)                       NAVD 88
 CE0424
 CE0424  VERT ORDER  -  FIRST     CLASS I
 CE0424
 CE0424.The horizontal coordinates were scaled from a topographic map and have
 CE0424.an estimated accuracy of +/- 6 seconds.
 CE0424
 CE0424.The orthometric height was determined by differential leveling
 CE0424.and adjusted by the National Geodetic Survey in November 1996..
 CE0424
 CE0424.The geoid height was determined by GEOID03.
 CE0424
 CE0424.The dynamic height is computed by dividing the NAVD 88
 CE0424.geopotential number by the normal gravity value computed on the
 CE0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0424.degrees latitude (g = 980.6199 gals.).
 CE0424
 CE0424.The modeled gravity was interpolated from observed gravity values.
 CE0424
 CE0424;                    North         East    Units  Estimated Accuracy
 CE0424;SPC TX C     - 3,255,200.      122,750.      MT  (+/- 180 meters Scaled)
 CE0424
 CE0424                          SUPERSEDED SURVEY CONTROL
 CE0424
 CE0424  NAVD 88 (06/15/91) 1187.326  (m)         3895.42   (f) UNKNOWN     1 1
 CE0424
 CE0424.Superseded values are not recommended for survey control.
 CE0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0424.See file dsdata.txt to determine how the superseded data were derived.
 CE0424
 CE0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR643220(NAD 83)
 CE0424_MARKER: DV = VERTICAL CONTROL DISK
 CE0424_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0424_SP_SET: PIER
 CE0424_STAMPING: K 1383 1981
 CE0424_MARK LOGO: NGS   
 CE0424_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0424+STABILITY: POSITION/ELEVATION WELL
 CE0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0424+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1992
 CE0424
 CE0424  HISTORY     - Date     Condition        Report By
 CE0424  HISTORY     - 1981     MONUMENTED       NGS
 CE0424  HISTORY     - 19921119 GOOD             NGS
 CE0424
 CE0424                          STATION DESCRIPTION
 CE0424
 CE0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0424'IN EL PASO.
 CE0424'THE MARK IS 1.2 M ABOVE THE GROUND.
 CE0424'IN EL PASO, AT THE JUNCTION OF THE SOUTHERN PACIFIC RAILROAD AND
 CE0424'FRED WILSON AVENUE, SET VERTICALLY IN THE MOST NORTHERLY 1 OF 4
 CE0424'CONCRETE PIERS, WEST OF THE TRACKS, OF FRED WILSON ROAD OVERPASS,
 CE0424'16.0 METERS (52.5 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH
 CE0424'BOUND LANES OF RAILROAD DRIVE AND 11.2 METERS (36.6 FT) NORTHWEST
 CE0424'OF THE NEAR RAIL.
 CE0424
 CE0424                          STATION RECOVERY (1992)
 CE0424
 CE0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0424'10.0 KM (6.20 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CE0424'FROM THE UNION PASSENGER STATION IN EL PASO, SET VERTICALLY IN THE
 CE0424'SOUTHEAST FACE OF THE MOST NORTHEASTERLY OF 4 CONCRETE COLUMNS OF THE
 CE0424'THIRD PIER EAST OF THE WEST ABUTMENT OF THE FRED WILSON ROAD OVERPASS
 CE0424'OF THE RAILROAD, 16.0 M (52.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CE0424'NORTHBOUND LANES OF RAILROAD DRIVE, 11.2 M (36.7 FT) NORTHWEST OF THE
 CE0424'NEAR RAIL, AND 1.5 M (4.9 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0829 ***********************************************************************
 CD0829  DESIGNATION -  K 1384
 CD0829  PID         -  CD0829
 CD0829  STATE/COUNTY-  TX/HUDSPETH
 CD0829  USGS QUAD   -  PHONE LINE CANYON (1979)
 CD0829
 CD0829                         *CURRENT SURVEY CONTROL
 CD0829  ___________________________________________________________________
 CD0829* NAD 83(1986)-  31 49 40.     (N)    105 56 29.     (W)     SCALED    
 CD0829* NAVD 88     -      1572.456  (meters)    5158.97   (feet)  ADJUSTED  
 CD0829  ___________________________________________________________________
 CD0829  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CD0829  DYNAMIC HT  -        1569.993 (meters)    5150.89  (feet)  COMP
 CD0829  MODELED GRAV-     979,017.2   (mgal)                       NAVD 88
 CD0829
 CD0829  VERT ORDER  -  FIRST     CLASS II
 CD0829
 CD0829.The horizontal coordinates were scaled from a topographic map and have
 CD0829.an estimated accuracy of +/- 6 seconds.
 CD0829
 CD0829.The orthometric height was determined by differential leveling
 CD0829.and adjusted by the National Geodetic Survey in June 1991..
 CD0829
 CD0829.The geoid height was determined by GEOID03.
 CD0829
 CD0829.The dynamic height is computed by dividing the NAVD 88
 CD0829.geopotential number by the normal gravity value computed on the
 CD0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0829.degrees latitude (g = 980.6199 gals.).
 CD0829
 CD0829.The modeled gravity was interpolated from observed gravity values.
 CD0829
 CD0829;                    North         East    Units  Estimated Accuracy
 CD0829;SPC TX C     - 3,252,960.      169,320.      MT  (+/- 180 meters Scaled)
 CD0829
 CD0829                          SUPERSEDED SURVEY CONTROL
 CD0829
 CD0829.No superseded survey control is available for this station.
 CD0829
 CD0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR109217(NAD 83)
 CD0829_MARKER: I = METAL ROD
 CD0829_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0829_SP_SET: STAINLESS STEEL ROD
 CD0829_STAMPING: K 1384 1981
 CD0829_MARK LOGO: NGS   
 CD0829_PROJECTION: FLUSH
 CD0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0829_ROD/PIPE-DEPTH: 5.2  meters
 CD0829
 CD0829  HISTORY     - Date     Condition        Report By
 CD0829  HISTORY     - 1981     MONUMENTED       NGS
 CD0829
 CD0829                          STATION DESCRIPTION
 CD0829
 CD0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0829'48.0 KM (29.8 MI) EAST FROM EL PASO.
 CD0829'48.0 KM (29.8 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0829'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0829'AT A DIM TRACK ROAD LEADING NORTH-NORTHEAST, 34.2 KM (112.3 FT)
 CD0829'SOUTH-SOUTHWEST OF A UTILITY POLE, 22.8 METERS (74.7 FT)
 CD0829'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 4.3 METERS
 CD0829'(14.0 FT) EAST OF THE CENTER OF THE ROAD.  NOTE=ACCESS TO THE DATUM
 CD0829'POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0829'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST AND FENCE
 CD0829'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1887 ***********************************************************************
 AN1887  DESIGNATION -  K 1385
 AN1887  PID         -  AN1887
 AN1887  STATE/COUNTY-  TX/SAN PATRICIO
 AN1887  USGS QUAD   -  SINTON WEST (1979)
 AN1887
 AN1887                         *CURRENT SURVEY CONTROL
 AN1887  ___________________________________________________________________
 AN1887* NAD 83(1986)-  28 02 59.     (N)    097 31 11.     (W)     SCALED    
 AN1887* NAVD 88     -        15.306  (meters)      50.22   (feet)  ADJUSTED  
 AN1887  ___________________________________________________________________
 AN1887  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN1887  DYNAMIC HT  -          15.283 (meters)      50.14  (feet)  COMP
 AN1887  MODELED GRAV-     979,134.1   (mgal)                       NAVD 88
 AN1887
 AN1887  VERT ORDER  -  FIRST     CLASS II
 AN1887
 AN1887.The horizontal coordinates were scaled from a topographic map and have
 AN1887.an estimated accuracy of +/- 6 seconds.
 AN1887
 AN1887.The orthometric height was determined by differential leveling
 AN1887.and adjusted by the National Geodetic Survey in June 1991..
 AN1887
 AN1887.The geoid height was determined by GEOID03.
 AN1887
 AN1887.The dynamic height is computed by dividing the NAVD 88
 AN1887.geopotential number by the normal gravity value computed on the
 AN1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1887.degrees latitude (g = 980.6199 gals.).
 AN1887
 AN1887.The modeled gravity was interpolated from observed gravity values.
 AN1887
 AN1887;                    North         East    Units  Estimated Accuracy
 AN1887;SPC TX S     - 5,264,410.      396,380.      MT  (+/- 180 meters Scaled)
 AN1887
 AN1887                          SUPERSEDED SURVEY CONTROL
 AN1887
 AN1887.No superseded survey control is available for this station.
 AN1887
 AN1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS454035(NAD 83)
 AN1887_MARKER: DV = VERTICAL CONTROL DISK
 AN1887_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AN1887_SP_SET: OVERPASS PIER
 AN1887_STAMPING: K 1385 1981
 AN1887_MARK LOGO: NGS   
 AN1887_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1887+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AN1887
 AN1887  HISTORY     - Date     Condition        Report By
 AN1887  HISTORY     - 1981     MONUMENTED       NGS
 AN1887  HISTORY     - 1987     GOOD             NGS
 AN1887  HISTORY     - 19950610 GOOD             USPSQD
 AN1887  HISTORY     - 19970203 GOOD             NGS
 AN1887
 AN1887                          STATION DESCRIPTION
 AN1887
 AN1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1887'1.6 KM (1.0 MI) NW FROM SINTON.
 AN1887'1.6 KM (1.0 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE POST OFFICE
 AN1887'IN SINTON, AT THE OVERPASS OF U.S. HIGHWAY 77, SET VERTICALLY IN THE
 AN1887'NORTH FACE OF THE NORTHERNMOST ONE OF THREE PIERS ON THE NORTHEAST
 AN1887'SIDE OF HIGHWAY 181, 11.2 METERS (37.0 FT) NORTHEAST OF THE CENTERLINE
 AN1887'OF THE HIGHWAY, 13.5 METERS (44.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL
 AN1887'OF THE SOUTHERN PACIFIC RAILROAD, 33.8 METERS (111 FT) NORTHWEST OF
 AN1887'THE NORTHWEST CORNER OF A RAILROAD BRIDGE.
 AN1887'THE MARK IS 1.5 M ABOVE THE GROUND.
 AN1887
 AN1887                          STATION RECOVERY (1987)
 AN1887
 AN1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AN1887'RECOVERED IN GOOD CONDITION.
 AN1887
 AN1887                          STATION RECOVERY (1995)
 AN1887
 AN1887'RECOVERY NOTE BY US POWER SQUADRON 1995
 AN1887'RECOVERED IN GOOD CONDITION.
 AN1887
 AN1887                          STATION RECOVERY (1997)
 AN1887
 AN1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1887'2.4 KM (1.50 MI) NORTHWESTERLY ALONG U.S.  HIGHWAY 181 FROM THE
 AN1887'JUNCTION OF STATE HIGHWAY 881 IN SINTON, SET VERTICALLY IN THE NORTH
 AN1887'FACE OF THE NORTH CONCRETE COLUMN OF THE CENTER PIER OF THE NORTHBOUND
 AN1887'OVERPASS OF U.S.  HIGHWAY 77, 15.6 M (51.2 FT) NORTHEAST OF THE
 AN1887'CENTERLINE OF HIGHWAY 181, 5.2 M (17.1 FT) NORTHWEST OF THE CENTER OF
 AN1887'THE NORTHBOUND LANES OF HIGHWAY 77, AND 1.5 M (4.9 FT) ABOVE THE
 AN1887'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0817 ***********************************************************************
 CD0817  DESIGNATION -  K 1389
 CD0817  PID         -  CD0817
 CD0817  STATE/COUNTY-  TX/HUDSPETH
 CD0817  USGS QUAD   -  HACKETT PEAK (1964)
 CD0817
 CD0817                         *CURRENT SURVEY CONTROL
 CD0817  ___________________________________________________________________
 CD0817* NAD 83(1986)-  31 03 04.     (N)    104 56 10.     (W)     SCALED    
 CD0817* NAVD 88     -      1374.324  (meters)    4508.93   (feet)  ADJUSTED  
 CD0817  ___________________________________________________________________
 CD0817  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0817  DYNAMIC HT  -        1372.132 (meters)    4501.74  (feet)  COMP
 CD0817  MODELED GRAV-     978,997.3   (mgal)                       NAVD 88
 CD0817
 CD0817  VERT ORDER  -  FIRST     CLASS II
 CD0817
 CD0817.The horizontal coordinates were scaled from a topographic map and have
 CD0817.an estimated accuracy of +/- 6 seconds.
 CD0817
 CD0817.The orthometric height was determined by differential leveling
 CD0817.and adjusted by the National Geodetic Survey in June 1991..
 CD0817
 CD0817.The geoid height was determined by GEOID03.
 CD0817
 CD0817.The dynamic height is computed by dividing the NAVD 88
 CD0817.geopotential number by the normal gravity value computed on the
 CD0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0817.degrees latitude (g = 980.6199 gals.).
 CD0817
 CD0817.The modeled gravity was interpolated from observed gravity values.
 CD0817
 CD0817;                    North         East    Units  Estimated Accuracy
 CD0817;SPC TX C     - 3,162,560.      260,830.      MT  (+/- 180 meters Scaled)
 CD0817
 CD0817                          SUPERSEDED SURVEY CONTROL
 CD0817
 CD0817.No superseded survey control is available for this station.
 CD0817
 CD0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ060352(NAD 83)
 CD0817_MARKER: DB = BENCH MARK DISK
 CD0817_SETTING: 66 = SET IN ROCK OUTCROP
 CD0817_SP_SET: ROCK OUTCROP
 CD0817_STAMPING: K 1389 1981
 CD0817_MARK LOGO: NGS   
 CD0817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0817+STABILITY: POSITION/ELEVATION WELL
 CD0817
 CD0817  HISTORY     - Date     Condition        Report By
 CD0817  HISTORY     - 1981     MONUMENTED       NGS
 CD0817
 CD0817                          STATION DESCRIPTION
 CD0817
 CD0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0817'10.4 KM (6.45 MI) WEST FROM VAN HORN.
 CD0817'10.4 KM (6.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0817'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.6 KM (0.35 MI) WEST
 CD0817'OF MILE POST 134, SET VERTICALLY IN THE FACE AND ABOUT MIDWAY OF A
 CD0817'HIGHWAY ROCK CUT BETWEEN THE LANES OF THE HIGHWAY AND 12.8 METERS
 CD0817'(42.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES
 CD0817'OF THE HIGHWAY.
 CD0817'THE MARK IS 0.7 METERS  SE FROM A WITNESS POST.
 CD0817'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0033 ***********************************************************************
 FL0033  DESIGNATION -  K 139
 FL0033  PID         -  FL0033
 FL0033  STATE/COUNTY-  TX/WHEELER
 FL0033  USGS QUAD   -  BRISCOE (1963)
 FL0033
 FL0033                         *CURRENT SURVEY CONTROL
 FL0033  ___________________________________________________________________
 FL0033* NAD 83(1986)-  35 33 09.     (N)    100 18 12.     (W)     SCALED    
 FL0033* NAVD 88     -       795.812  (meters)    2610.93   (feet)  ADJUSTED  
 FL0033  ___________________________________________________________________
 FL0033  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 FL0033  DYNAMIC HT  -         794.947 (meters)    2608.09  (feet)  COMP
 FL0033  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 FL0033
 FL0033  VERT ORDER  -  FIRST     CLASS II
 FL0033
 FL0033.The horizontal coordinates were scaled from a topographic map and have
 FL0033.an estimated accuracy of +/- 6 seconds.
 FL0033
 FL0033.The orthometric height was determined by differential leveling
 FL0033.and adjusted by the National Geodetic Survey in June 1991..
 FL0033
 FL0033.The geoid height was determined by GEOID03.
 FL0033
 FL0033.The dynamic height is computed by dividing the NAVD 88
 FL0033.geopotential number by the normal gravity value computed on the
 FL0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0033.degrees latitude (g = 980.6199 gals.).
 FL0033
 FL0033.The modeled gravity was interpolated from observed gravity values.
 FL0033
 FL0033;                    North         East    Units  Estimated Accuracy
 FL0033;SPC TX N     - 1,172,890.      308,490.      MT  (+/- 180 meters Scaled)
 FL0033
 FL0033                          SUPERSEDED SURVEY CONTROL
 FL0033
 FL0033  NGVD 29 (??/??/92)  795.471  (m)         2609.81   (f) ADJ UNCH    1 2
 FL0033
 FL0033.Superseded values are not recommended for survey control.
 FL0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0033.See file dsdata.txt to determine how the superseded data were derived.
 FL0033
 FL0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE818350(NAD 83)
 FL0033_MARKER: DB = BENCH MARK DISK
 FL0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0033_STAMPING: K-139 1934
 FL0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0033+STABILITY: SURFACE MOTION
 FL0033
 FL0033  HISTORY     - Date     Condition        Report By
 FL0033  HISTORY     - 1934     MONUMENTED       CGS
 FL0033  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0033
 FL0033                          STATION DESCRIPTION
 FL0033
 FL0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0033'7.9 MI N FROM WHEELER.
 FL0033'7.9 MILES NORTH OF WHEELER COUNTY COURT HOUSE AT WHEELER 245 FEET
 FL0033'NORTHWEST OF TEXAS STATE HIGHWAY 4 AND HIGHWAY U.S. 83 SIGN AND MILE
 FL0033'POST 5, 51 FEET WEST OF CENTER LINE OF HIGHWAY U.S. 83, 12 FEET SOUTH
 FL0033'OF GATE, DRIVEWAY TO FARM HOUSE, ON HIGHWAY RIGHT OF WAY LINE.
 FL0033
 FL0033                          STATION RECOVERY (1963)
 FL0033
 FL0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0613 ***********************************************************************
 CC0613  DESIGNATION -  K 1390
 CC0613  PID         -  CC0613
 CC0613  STATE/COUNTY-  TX/WARD
 CC0613  USGS QUAD   -  MONAHANS (1981)
 CC0613
 CC0613                         *CURRENT SURVEY CONTROL
 CC0613  ___________________________________________________________________
 CC0613* NAD 83(1986)-  31 34 22.     (N)    102 54 35.     (W)     SCALED    
 CC0613* NAVD 88     -       794.379  (meters)    2606.23   (feet)  ADJUSTED  
 CC0613  ___________________________________________________________________
 CC0613  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CC0613  DYNAMIC HT  -         793.274 (meters)    2602.60  (feet)  COMP
 CC0613  MODELED GRAV-     979,222.1   (mgal)                       NAVD 88
 CC0613
 CC0613  VERT ORDER  -  FIRST     CLASS II
 CC0613
 CC0613.The horizontal coordinates were scaled from a topographic map and have
 CC0613.an estimated accuracy of +/- 6 seconds.
 CC0613
 CC0613.The orthometric height was determined by differential leveling
 CC0613.and adjusted by the National Geodetic Survey in June 1991..
 CC0613
 CC0613.The geoid height was determined by GEOID03.
 CC0613
 CC0613.The dynamic height is computed by dividing the NAVD 88
 CC0613.geopotential number by the normal gravity value computed on the
 CC0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0613.degrees latitude (g = 980.6199 gals.).
 CC0613
 CC0613.The modeled gravity was interpolated from observed gravity values.
 CC0613
 CC0613;                    North         East    Units  Estimated Accuracy
 CC0613;SPC TX C     - 3,214,140.      455,470.      MT  (+/- 180 meters Scaled)
 CC0613
 CC0613                          SUPERSEDED SURVEY CONTROL
 CC0613
 CC0613.No superseded survey control is available for this station.
 CC0613
 CC0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ983949(NAD 83)
 CC0613_MARKER: DB = BENCH MARK DISK
 CC0613_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0613_SP_SET: BRIDGE PIER
 CC0613_STAMPING: K 1390 1981
 CC0613_MARK LOGO: NGS   
 CC0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0613+STABILITY: POSITION/ELEVATION WELL
 CC0613
 CC0613  HISTORY     - Date     Condition        Report By
 CC0613  HISTORY     - 1981     MONUMENTED       NGS
 CC0613  HISTORY     - 1981     GOOD             NGS
 CC0613  HISTORY     - 1982     GOOD             NGS
 CC0613  HISTORY     - 20010202 GOOD             USPSQD
 CC0613
 CC0613                          STATION DESCRIPTION
 CC0613
 CC0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0613'1.7 KM (1.05 MI) WEST FROM MONAHANS.
 CC0613'1.7 KM (1.05 MI) WESTERLY ALONG INTERSTATE 20 FROM ITS JUNCTION WITH
 CC0613'STATE HIGHWAY 18, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY
 CC0613'ONE OF TWO PIERS OF AN OVERPASS CROSSING THE HIGHWAY (EXIT 79 LOOP),
 CC0613'9.7 METERS (31.8 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 CC0613'OF THE HIGHWAY.
 CC0613'THE MARK IS 1.3 M ABOVE THE GROUND.
 CC0613
 CC0613                          STATION RECOVERY (1981)
 CC0613
 CC0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0613'RECOVERED IN GOOD CONDITION.
 CC0613
 CC0613                          STATION RECOVERY (1982)
 CC0613
 CC0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0613'RECOVERED IN GOOD CONDITION.
 CC0613
 CC0613                          STATION RECOVERY (2001)
 CC0613
 CC0613'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0559 ***********************************************************************
 CC0559  DESIGNATION -  K 1391
 CC0559  PID         -  CC0559
 CC0559  STATE/COUNTY-  TX/REEVES
 CC0559  USGS QUAD   -  NARROW BOW DRAW (1961)
 CC0559
 CC0559                         *CURRENT SURVEY CONTROL
 CC0559  ___________________________________________________________________
 CC0559* NAD 83(1986)-  31 40 27.     (N)    103 45 40.     (W)     SCALED    
 CC0559* NAVD 88     -       866.708  (meters)    2843.52   (feet)  ADJUSTED  
 CC0559  ___________________________________________________________________
 CC0559  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CC0559  DYNAMIC HT  -         865.428 (meters)    2839.32  (feet)  COMP
 CC0559  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 CC0559
 CC0559  VERT ORDER  -  FIRST     CLASS II
 CC0559
 CC0559.The horizontal coordinates were scaled from a topographic map and have
 CC0559.an estimated accuracy of +/- 6 seconds.
 CC0559
 CC0559.The orthometric height was determined by differential leveling
 CC0559.and adjusted by the National Geodetic Survey in June 1991..
 CC0559
 CC0559.The geoid height was determined by GEOID03.
 CC0559
 CC0559.The dynamic height is computed by dividing the NAVD 88
 CC0559.geopotential number by the normal gravity value computed on the
 CC0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0559.degrees latitude (g = 980.6199 gals.).
 CC0559
 CC0559.The modeled gravity was interpolated from observed gravity values.
 CC0559
 CC0559;                    North         East    Units  Estimated Accuracy
 CC0559;SPC TX C     - 3,227,560.      375,030.      MT  (+/- 180 meters Scaled)
 CC0559
 CC0559                          SUPERSEDED SURVEY CONTROL
 CC0559
 CC0559.No superseded survey control is available for this station.
 CC0559
 CC0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR174049(NAD 83)
 CC0559_MARKER: I = METAL ROD
 CC0559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0559_SP_SET: STAINLESS STEEL ROD
 CC0559_STAMPING: K 1391 1981
 CC0559_MARK LOGO: NGS   
 CC0559_PROJECTION: FLUSH
 CC0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0559_ROD/PIPE-DEPTH: 5.5  meters
 CC0559
 CC0559  HISTORY     - Date     Condition        Report By
 CC0559  HISTORY     - 1981     MONUMENTED       NGS
 CC0559
 CC0559                          STATION DESCRIPTION
 CC0559
 CC0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0559'21.8 KM (13.55 MI) SE FROM ORLA.
 CC0559'21.8 KM (13.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0559'WITH FARM ROAD 652 IN ORLA, 0.3 KM (0.2 MI) NORTHWEST OF A GRAVELED
 CC0559'ROAD LEADING NORTHEAST, 18.2 METERS (59.8 FT) NORTH-NORTHEAST OF THE
 CC0559'CENTERLINE OF THE HIGHWAY, AND 4.6 METERS (15.0 FT) WEST OF THE
 CC0559'CENTER OF A FIELD ROAD LEADING SOUTHEAST.  NOTE=REFUSAL WAS REACHED
 CC0559'AT 5.5 METERS (18.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A
 CC0559'5-INCH LOGO CAP.
 CC0559'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST AND FENCE
 CC0559'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0836 ***********************************************************************
 CD0836  DESIGNATION -  K 1392
 CD0836  PID         -  CD0836
 CD0836  STATE/COUNTY-  TX/HUDSPETH
 CD0836  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0836
 CD0836                         *CURRENT SURVEY CONTROL
 CD0836  ___________________________________________________________________
 CD0836* NAD 83(1986)-  31 48 44.     (N)    105 39 45.     (W)     SCALED    
 CD0836* NAVD 88     -      1452.286  (meters)    4764.71   (feet)  ADJUSTED  
 CD0836  ___________________________________________________________________
 CD0836  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CD0836  DYNAMIC HT  -        1450.031 (meters)    4757.31  (feet)  COMP
 CD0836  MODELED GRAV-     979,035.7   (mgal)                       NAVD 88
 CD0836
 CD0836  VERT ORDER  -  FIRST     CLASS II
 CD0836
 CD0836.The horizontal coordinates were scaled from a topographic map and have
 CD0836.an estimated accuracy of +/- 6 seconds.
 CD0836
 CD0836.The orthometric height was determined by differential leveling
 CD0836.and adjusted by the National Geodetic Survey in June 1991..
 CD0836
 CD0836.The geoid height was determined by GEOID03.
 CD0836
 CD0836.The dynamic height is computed by dividing the NAVD 88
 CD0836.geopotential number by the normal gravity value computed on the
 CD0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0836.degrees latitude (g = 980.6199 gals.).
 CD0836
 CD0836.The modeled gravity was interpolated from observed gravity values.
 CD0836
 CD0836;                    North         East    Units  Estimated Accuracy
 CD0836;SPC TX C     - 3,249,940.      195,610.      MT  (+/- 180 meters Scaled)
 CD0836
 CD0836                          SUPERSEDED SURVEY CONTROL
 CD0836
 CD0836.No superseded survey control is available for this station.
 CD0836
 CD0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR372198(NAD 83)
 CD0836_MARKER: I = METAL ROD
 CD0836_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0836+WITH SETTING: INFORMATION.
 CD0836_SP_SET: SHALLOW SET METAL ROD
 CD0836_STAMPING: K 1392 1981
 CD0836_MARK LOGO: NGS   
 CD0836_PROJECTION: FLUSH
 CD0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0836_ROD/PIPE-DEPTH: 2.1  meters
 CD0836
 CD0836  HISTORY     - Date     Condition        Report By
 CD0836  HISTORY     - 1981     MONUMENTED       NGS
 CD0836
 CD0836                          STATION DESCRIPTION
 CD0836
 CD0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0836'76.1 KM (47.3 MI) EAST FROM EL PASO.
 CD0836'76.1 KM (47.3 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0836'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0836'22.6 METERS (74.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 CD0836'AND 0.4 METER (1.3 FT) NORTH-NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE
 CD0836'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0836'THE MARK IS 0.4 METERS  NNE FROM  A WITNESS POST AND FENCE
 CD0836'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0755 ***********************************************************************
 CD0755  DESIGNATION -  K 1393
 CD0755  PID         -  CD0755
 CD0755  STATE/COUNTY-  TX/HUDSPETH
 CD0755  USGS QUAD   -  ACALA (1972)
 CD0755
 CD0755                         *CURRENT SURVEY CONTROL
 CD0755  ___________________________________________________________________
 CD0755* NAD 83(1986)-  31 21 41.     (N)    105 56 27.     (W)     SCALED    
 CD0755* NAVD 88     -      1081.356  (meters)    3547.75   (feet)  ADJUSTED  
 CD0755  ___________________________________________________________________
 CD0755  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CD0755  DYNAMIC HT  -        1079.658 (meters)    3542.18  (feet)  COMP
 CD0755  MODELED GRAV-     979,033.8   (mgal)                       NAVD 88
 CD0755
 CD0755  VERT ORDER  -  FIRST     CLASS II
 CD0755
 CD0755.The horizontal coordinates were scaled from a topographic map and have
 CD0755.an estimated accuracy of +/- 6 seconds.
 CD0755
 CD0755.The orthometric height was determined by differential leveling
 CD0755.and adjusted by the National Geodetic Survey in June 1991..
 CD0755
 CD0755.The geoid height was determined by GEOID03.
 CD0755
 CD0755.The dynamic height is computed by dividing the NAVD 88
 CD0755.geopotential number by the normal gravity value computed on the
 CD0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0755.degrees latitude (g = 980.6199 gals.).
 CD0755
 CD0755.The modeled gravity was interpolated from observed gravity values.
 CD0755
 CD0755;                    North         East    Units  Estimated Accuracy
 CD0755;SPC TX C     - 3,201,310.      166,770.      MT  (+/- 180 meters Scaled)
 CD0755
 CD0755                          SUPERSEDED SURVEY CONTROL
 CD0755
 CD0755.No superseded survey control is available for this station.
 CD0755
 CD0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ105700(NAD 83)
 CD0755_MARKER: I = METAL ROD
 CD0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0755_SP_SET: STAINLESS STEEL ROD
 CD0755_STAMPING: K 1393 1981
 CD0755_MARK LOGO: NGS   
 CD0755_PROJECTION: FLUSH
 CD0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0755_ROD/PIPE-DEPTH: 18.6 meters
 CD0755
 CD0755  HISTORY     - Date     Condition        Report By
 CD0755  HISTORY     - 1981     MONUMENTED       NGS
 CD0755  HISTORY     - 1990     GOOD             USPSQD
 CD0755
 CD0755                          STATION DESCRIPTION
 CD0755
 CD0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0755'25.7 KM (15.95 MI) SE FROM FABENS.
 CD0755'25.7 KM (15.95 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CD0755'POST OFFICE IN FABENS, 11.7 METERS (38.4 FT) NORTHEAST OF THE
 CD0755'CENTERLINE OF THE HIGHWAY, 0.6 METERS (2.O FT) NORTH OF A FENCE CORNER
 CD0755'AND 0.2 METER (0.7 FT) NORTHWEST OF A FENCE.  NOTE=ACCESS TO THE
 CD0755'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0755'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CD0755'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CD0755
 CD0755                          STATION RECOVERY (1990)
 CD0755
 CD0755'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0784 ***********************************************************************
 CD0784  DESIGNATION -  K 1394
 CD0784  PID         -  CD0784
 CD0784  STATE/COUNTY-  TX/HUDSPETH
 CD0784  USGS QUAD   -  SILVER KING CANYON (1972)
 CD0784
 CD0784                         *CURRENT SURVEY CONTROL
 CD0784  ___________________________________________________________________
 CD0784* NAD 83(1986)-  31 11 50.     (N)    105 35 26.     (W)     SCALED    
 CD0784* NAVD 88     -      1198.966  (meters)    3933.61   (feet)  ADJUSTED  
 CD0784  ___________________________________________________________________
 CD0784  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CD0784  DYNAMIC HT  -        1197.087 (meters)    3927.44  (feet)  COMP
 CD0784  MODELED GRAV-     979,032.0   (mgal)                       NAVD 88
 CD0784
 CD0784  VERT ORDER  -  FIRST     CLASS II
 CD0784
 CD0784.The horizontal coordinates were scaled from a topographic map and have
 CD0784.an estimated accuracy of +/- 6 seconds.
 CD0784
 CD0784.The orthometric height was determined by differential leveling
 CD0784.and adjusted by the National Geodetic Survey in June 1991..
 CD0784
 CD0784.The geoid height was determined by GEOID03.
 CD0784
 CD0784.The dynamic height is computed by dividing the NAVD 88
 CD0784.geopotential number by the normal gravity value computed on the
 CD0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0784.degrees latitude (g = 980.6199 gals.).
 CD0784
 CD0784.The modeled gravity was interpolated from observed gravity values.
 CD0784
 CD0784;                    North         East    Units  Estimated Accuracy
 CD0784;SPC TX C     - 3,181,510.      199,190.      MT  (+/- 180 meters Scaled)
 CD0784
 CD0784                          SUPERSEDED SURVEY CONTROL
 CD0784
 CD0784.No superseded survey control is available for this station.
 CD0784
 CD0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ437516(NAD 83)
 CD0784_MARKER: I = METAL ROD
 CD0784_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CD0784+WITH SETTING: INFORMATION.
 CD0784_SP_SET: SHALLOW SET METAL ROD
 CD0784_STAMPING: K 1394 1981
 CD0784_MARK LOGO: NGS   
 CD0784_PROJECTION: FLUSH
 CD0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0784_ROD/PIPE-DEPTH: 1.2  meters
 CD0784
 CD0784  HISTORY     - Date     Condition        Report By
 CD0784  HISTORY     - 1981     MONUMENTED       NGS
 CD0784
 CD0784                          STATION DESCRIPTION
 CD0784
 CD0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0784'24.6 KM (15.3 MI) NW FROM SIERRA BLANCA.
 CD0784'6.3 KM (3.9 MI) NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CD0784'THE RAILROAD STATION IN SIERRA BLANCA, THENCE 0.2 KM (0.1 MI) SOUTH
 CD0784'ALONG A GRAVELED ROAD, THENCE 18.2 KM (11.3 MI) NORTHWEST ALONG
 CD0784'INTERSTATE HIGHWAY 10, 0.2 KM (0.15 MI) NORTHEAST OF MILE POST 92,
 CD0784'37.8 METERS (124.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 CD0784'LANES OF THE HIGHWAY AND 32.6 METERS (107.0 FT) NORTHWEST OF THE WEST
 CD0784'END OF A BOX CULVERT.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CD0784'5-INCH LOGO CAP.
 CD0784'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0784'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0862 ***********************************************************************
 CD0862  DESIGNATION -  K 1395
 CD0862  PID         -  CD0862
 CD0862  STATE/COUNTY-  TX/CULBERSON
 CD0862  USGS QUAD   -  PLATEAU (1979)
 CD0862
 CD0862                         *CURRENT SURVEY CONTROL
 CD0862  ___________________________________________________________________
 CD0862* NAD 83(1986)-  31 03 25.     (N)    104 34 22.     (W)     SCALED    
 CD0862* NAVD 88     -      1194.508  (meters)    3918.98   (feet)  ADJUSTED  
 CD0862  ___________________________________________________________________
 CD0862  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 CD0862  DYNAMIC HT  -        1192.650 (meters)    3912.89  (feet)  COMP
 CD0862  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 CD0862
 CD0862  VERT ORDER  -  FIRST     CLASS II
 CD0862
 CD0862.The horizontal coordinates were scaled from a topographic map and have
 CD0862.an estimated accuracy of +/- 6 seconds.
 CD0862
 CD0862.The orthometric height was determined by differential leveling
 CD0862.and adjusted by the National Geodetic Survey in June 1991..
 CD0862
 CD0862.The geoid height was determined by GEOID03.
 CD0862
 CD0862.The dynamic height is computed by dividing the NAVD 88
 CD0862.geopotential number by the normal gravity value computed on the
 CD0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0862.degrees latitude (g = 980.6199 gals.).
 CD0862
 CD0862.The modeled gravity was interpolated from observed gravity values.
 CD0862
 CD0862;                    North         East    Units  Estimated Accuracy
 CD0862;SPC TX C     - 3,161,830.      295,500.      MT  (+/- 180 meters Scaled)
 CD0862
 CD0862                          SUPERSEDED SURVEY CONTROL
 CD0862
 CD0862.No superseded survey control is available for this station.
 CD0862
 CD0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ407359(NAD 83)
 CD0862_MARKER: I = METAL ROD
 CD0862_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0862_SP_SET: STAINLESS STEEL ROD
 CD0862_STAMPING: K 1395 1981
 CD0862_MARK LOGO: NGS   
 CD0862_PROJECTION: FLUSH
 CD0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0862+STABILITY: POSITION/ELEVATION WELL
 CD0862_ROD/PIPE-DEPTH: 7.3  meters
 CD0862
 CD0862  HISTORY     - Date     Condition        Report By
 CD0862  HISTORY     - 1981     MONUMENTED       NGS
 CD0862
 CD0862                          STATION DESCRIPTION
 CD0862
 CD0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0862'25.1 KM (15.6 MI) EAST FROM VAN HORN.
 CD0862'25.1 KM (15.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0862'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.8 KM (0.5 MI) EAST OF
 CD0862'MILE POST 155, 47.2 METERS (155.0 FT) NORTH OF THE CENTERLINE OF
 CD0862'A FRONTAGE ROAD, AND 21.4 METERS (70.1 FT) SOUTH-SOUTHEAST OF A
 CD0862'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CD0862'LOGO CAP.
 CD0862'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0862'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0890 ***********************************************************************
 CD0890  DESIGNATION -  K 1396
 CD0890  PID         -  CD0890
 CD0890  STATE/COUNTY-  TX/JEFF DAVIS
 CD0890  USGS QUAD   -  KENT (1970)
 CD0890
 CD0890                         *CURRENT SURVEY CONTROL
 CD0890  ___________________________________________________________________
 CD0890* NAD 83(1986)-  31 04 02.     (N)    104 08 30.     (W)     SCALED    
 CD0890* NAVD 88     -      1254.231  (meters)    4114.92   (feet)  ADJUSTED  
 CD0890  ___________________________________________________________________
 CD0890  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 CD0890  DYNAMIC HT  -        1252.294 (meters)    4108.57  (feet)  COMP
 CD0890  MODELED GRAV-     979,052.6   (mgal)                       NAVD 88
 CD0890
 CD0890  VERT ORDER  -  FIRST     CLASS II
 CD0890
 CD0890.The horizontal coordinates were scaled from a topographic map and have
 CD0890.an estimated accuracy of +/- 6 seconds.
 CD0890
 CD0890.The orthometric height was determined by differential leveling
 CD0890.and adjusted by the National Geodetic Survey in June 1991..
 CD0890
 CD0890.The geoid height was determined by GEOID03.
 CD0890
 CD0890.The dynamic height is computed by dividing the NAVD 88
 CD0890.geopotential number by the normal gravity value computed on the
 CD0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0890.degrees latitude (g = 980.6199 gals.).
 CD0890
 CD0890.The modeled gravity was interpolated from observed gravity values.
 CD0890
 CD0890;                    North         East    Units  Estimated Accuracy
 CD0890;SPC TX C     - 3,161,480.      336,660.      MT  (+/- 180 meters Scaled)
 CD0890
 CD0890                          SUPERSEDED SURVEY CONTROL
 CD0890
 CD0890.No superseded survey control is available for this station.
 CD0890
 CD0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ818373(NAD 83)
 CD0890_MARKER: DB = BENCH MARK DISK
 CD0890_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CD0890_SP_SET: OVERPASS PIER
 CD0890_STAMPING: K 1396 1981
 CD0890_MARK LOGO: NGS   
 CD0890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0890+STABILITY: POSITION/ELEVATION WELL
 CD0890
 CD0890  HISTORY     - Date     Condition        Report By
 CD0890  HISTORY     - 1981     MONUMENTED       NGS
 CD0890
 CD0890                          STATION DESCRIPTION
 CD0890
 CD0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0890'7.5 KM (4.55 MI) EAST FROM KENT.
 CD0890'7.3 KM (4.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0890'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, SET
 CD0890'VERTICALLY IN THE SOUTH FACE OF THE MOST WESTERLY ONE OF TWO PIERS
 CD0890'OF THE CHERRY CREEK ROAD OVERPASS (EXIT 181), 0.7 KM (0.45 MI) EAST
 CD0890'OF MILE POST 181, AND 13.0 METERS (42.7 FT) NORTH OF THE CENTERLINE
 CD0890'OF THE WEST BOUND LANES OF THE HIGHWAY.
 CD0890'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0900 ***********************************************************************
 CD0900  DESIGNATION -  K 1397
 CD0900  PID         -  CD0900
 CD0900  STATE/COUNTY-  TX/REEVES
 CD0900  USGS QUAD   -  SAN MARTINE (1970)
 CD0900
 CD0900                         *CURRENT SURVEY CONTROL
 CD0900  ___________________________________________________________________
 CD0900* NAD 83(1986)-  31 08 13.     (N)    104 00 42.     (W)     SCALED    
 CD0900* NAVD 88     -      1120.642  (meters)    3676.64   (feet)  ADJUSTED  
 CD0900  ___________________________________________________________________
 CD0900  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0900  DYNAMIC HT  -        1118.948 (meters)    3671.08  (feet)  COMP
 CD0900  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 CD0900
 CD0900  VERT ORDER  -  FIRST     CLASS II
 CD0900
 CD0900.The horizontal coordinates were scaled from a topographic map and have
 CD0900.an estimated accuracy of +/- 6 seconds.
 CD0900
 CD0900.The orthometric height was determined by differential leveling
 CD0900.and adjusted by the National Geodetic Survey in June 1991..
 CD0900
 CD0900.The geoid height was determined by GEOID03.
 CD0900
 CD0900.The dynamic height is computed by dividing the NAVD 88
 CD0900.geopotential number by the normal gravity value computed on the
 CD0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0900.degrees latitude (g = 980.6199 gals.).
 CD0900
 CD0900.The modeled gravity was interpolated from observed gravity values.
 CD0900
 CD0900;                    North         East    Units  Estimated Accuracy
 CD0900;SPC TX C     - 3,168,790.      349,310.      MT  (+/- 180 meters Scaled)
 CD0900
 CD0900                          SUPERSEDED SURVEY CONTROL
 CD0900
 CD0900.No superseded survey control is available for this station.
 CD0900
 CD0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ942451(NAD 83)
 CD0900_MARKER: I = METAL ROD
 CD0900_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0900_SP_SET: STAINLESS STEEL ROD
 CD0900_STAMPING: K 1397 1981
 CD0900_MARK LOGO: NGS   
 CD0900_PROJECTION: FLUSH
 CD0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0900_ROD/PIPE-DEPTH: 5.5  meters
 CD0900
 CD0900  HISTORY     - Date     Condition        Report By
 CD0900  HISTORY     - 1981     MONUMENTED       NGS
 CD0900
 CD0900                          STATION DESCRIPTION
 CD0900
 CD0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0900'23.3 KM (14.5 MI) EAST FROM KENT.
 CD0900'16.1 KM (10.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0900'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, THENCE
 CD0900'7.2 KM (4.5 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 20, 0.6 KM
 CD0900'(0.4 MI) SOUTHWEST OF MILE POST 5, 1.0 KM (0.6 MI) NORTHEAST OF
 CD0900'MILE POST 4, AND 18.0 METERS (59.0 FT) SOUTHEAST OF THE CENTER OF
 CD0900'A FRONTAGE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CD0900'LOGO CAP.
 CD0900'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST AND FENCE
 CD0900'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0348 ***********************************************************************
 BQ0348  DESIGNATION -  K 1398
 BQ0348  PID         -  BQ0348
 BQ0348  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0348  USGS QUAD   -  VALENTINE WEST (1978)
 BQ0348
 BQ0348                         *CURRENT SURVEY CONTROL
 BQ0348  ___________________________________________________________________
 BQ0348* NAD 83(1986)-  30 36 26.     (N)    104 31 25.     (W)     SCALED    
 BQ0348* NAVD 88     -      1332.207  (meters)    4370.75   (feet)  ADJUSTED  
 BQ0348  ___________________________________________________________________
 BQ0348  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 BQ0348  DYNAMIC HT  -        1330.017 (meters)    4363.56  (feet)  COMP
 BQ0348  MODELED GRAV-     978,952.0   (mgal)                       NAVD 88
 BQ0348
 BQ0348  VERT ORDER  -  FIRST     CLASS II
 BQ0348
 BQ0348.The horizontal coordinates were scaled from a topographic map and have
 BQ0348.an estimated accuracy of +/- 6 seconds.
 BQ0348
 BQ0348.The orthometric height was determined by differential leveling
 BQ0348.and adjusted by the National Geodetic Survey in June 1991..
 BQ0348
 BQ0348.The geoid height was determined by GEOID03.
 BQ0348
 BQ0348.The dynamic height is computed by dividing the NAVD 88
 BQ0348.geopotential number by the normal gravity value computed on the
 BQ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0348.degrees latitude (g = 980.6199 gals.).
 BQ0348
 BQ0348.The modeled gravity was interpolated from observed gravity values.
 BQ0348
 BQ0348;                    North         East    Units  Estimated Accuracy
 BQ0348;SPC TX C     - 3,111,830.      298,310.      MT  (+/- 180 meters Scaled)
 BQ0348
 BQ0348                          SUPERSEDED SURVEY CONTROL
 BQ0348
 BQ0348.No superseded survey control is available for this station.
 BQ0348
 BQ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP456861(NAD 83)
 BQ0348_MARKER: I = METAL ROD
 BQ0348_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0348_SP_SET: STAINLESS STEEL ROD
 BQ0348_STAMPING: K 1398 1981
 BQ0348_MARK LOGO: NGS   
 BQ0348_PROJECTION: FLUSH
 BQ0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0348_ROD/PIPE-DEPTH: 4.9  meters
 BQ0348
 BQ0348  HISTORY     - Date     Condition        Report By
 BQ0348  HISTORY     - 1981     MONUMENTED       NGS
 BQ0348  HISTORY     - 19961009 GOOD             USPSQD
 BQ0348
 BQ0348                          STATION DESCRIPTION
 BQ0348
 BQ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0348'2.7 KM (1.7 MI) NW FROM VALENTINE.
 BQ0348'2.7 KM (1.7 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0348'IN VALENTINE, 0.2 KM (0.1 MI) NORTHWEST OF RAILROAD MILE POST 670, AT
 BQ0348'A POWERLINE CROSSING, 16.4 METERS (53.9 FT) SOUTHWEST OF THE
 BQ0348'CENTERLINE OF THE HIGHWAY, 14.2 METERS (46.5 FT) EAST-SOUTHEAST OF THE
 BQ0348'SOUTHWEST CORNER OF A 6-CHANNEL CONCRETE CULVERT, AND 4.2 METERS (13.9
 BQ0348'FT) SOUTH-SOUTHWEST OF A UTILITY POLE WITH 2 GUY WIRES.  NOTE=ACCESS
 BQ0348'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED
 BQ0348'AT 16.0 FT.
 BQ0348'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 BQ0348'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0348
 BQ0348                          STATION RECOVERY (1996)
 BQ0348
 BQ0348'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0375 ***********************************************************************
 BQ0375  DESIGNATION -  K 1399
 BQ0375  PID         -  BQ0375
 BQ0375  STATE/COUNTY-  TX/PRESIDIO
 BQ0375  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0375
 BQ0375                         *CURRENT SURVEY CONTROL
 BQ0375  ___________________________________________________________________
 BQ0375* NAD 83(1986)-  30 13 01.     (N)    104 03 52.     (W)     SCALED    
 BQ0375* NAVD 88     -      1384.327  (meters)    4541.75   (feet)  ADJUSTED  
 BQ0375  ___________________________________________________________________
 BQ0375  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BQ0375  DYNAMIC HT  -        1382.029 (meters)    4534.21  (feet)  COMP
 BQ0375  MODELED GRAV-     978,933.5   (mgal)                       NAVD 88
 BQ0375
 BQ0375  VERT ORDER  -  FIRST     CLASS II
 BQ0375
 BQ0375.The horizontal coordinates were scaled from a topographic map and have
 BQ0375.an estimated accuracy of +/- 6 seconds.
 BQ0375
 BQ0375.The orthometric height was determined by differential leveling
 BQ0375.and adjusted by the National Geodetic Survey in June 1991..
 BQ0375
 BQ0375.The geoid height was determined by GEOID03.
 BQ0375
 BQ0375.The dynamic height is computed by dividing the NAVD 88
 BQ0375.geopotential number by the normal gravity value computed on the
 BQ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0375.degrees latitude (g = 980.6199 gals.).
 BQ0375
 BQ0375.The modeled gravity was interpolated from observed gravity values.
 BQ0375
 BQ0375;                    North         East    Units  Estimated Accuracy
 BQ0375;SPC TXSC     - 4,274,730.      112,580.      MT  (+/- 180 meters Scaled)
 BQ0375
 BQ0375                          SUPERSEDED SURVEY CONTROL
 BQ0375
 BQ0375.No superseded survey control is available for this station.
 BQ0375
 BQ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP900431(NAD 83)
 BQ0375_MARKER: I = METAL ROD
 BQ0375_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BQ0375+WITH SETTING: INFORMATION.
 BQ0375_SP_SET: SHALLOW SET METAL ROD
 BQ0375_STAMPING: K 1399 1981
 BQ0375_MARK LOGO: NGS   
 BQ0375_PROJECTION: FLUSH
 BQ0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0375+STABILITY: POSITION/ELEVATION WELL
 BQ0375_ROD/PIPE-DEPTH: 2.7  meters
 BQ0375
 BQ0375  HISTORY     - Date     Condition        Report By
 BQ0375  HISTORY     - 1981     MONUMENTED       NGS
 BQ0375  HISTORY     - 1990     GOOD             USPSQD
 BQ0375  HISTORY     - 19961010 GOOD             USPSQD
 BQ0375
 BQ0375                          STATION DESCRIPTION
 BQ0375
 BQ0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0375'11.0 KM (6.85 MI) SOUTH FROM MARFA.
 BQ0375'11.0 KM (6.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0375'WITH U.S. HIGHWAY 90 IN MARFA, 0.5 KM (0.3 MI) NORTH OF THE JUNCTION
 BQ0375'OF RANCH ROAD 169, 26.0 METERS (85.2 FT) NORTH OF A UTILITY POLE
 BQ0375'WITH A BRACE POLE, 15.3 METERS (50.2 FT) EAST OF THE CENTERLINE OF
 BQ0375'THE HIGHWAY, AND 2.5 METERS (8.2 FT) SOUTH OF AN ANGLE FENCE CORNER.
 BQ0375'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0375'REFUSAL WAS REACHED AT 9.0 FT.
 BQ0375'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 BQ0375'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BQ0375
 BQ0375                          STATION RECOVERY (1990)
 BQ0375
 BQ0375'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0375'RECOVERED IN GOOD CONDITION.
 BQ0375
 BQ0375                          STATION RECOVERY (1996)
 BQ0375
 BQ0375'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0264 ***********************************************************************
 AB0264  DESIGNATION -  K 14
 AB0264  PID         -  AB0264
 AB0264  STATE/COUNTY-  TX/CAMERON
 AB0264  USGS QUAD   -  LOS FRESNOS (1983)
 AB0264
 AB0264                         *CURRENT SURVEY CONTROL
 AB0264  ___________________________________________________________________
 AB0264* NAD 83(1986)-  26 00 44.     (N)    097 28 53.     (W)     SCALED    
 AB0264* NAVD 88     -         5.624  (meters)      18.45   (feet)  POSTED    
 AB0264  ___________________________________________________________________
 AB0264  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 AB0264  DYNAMIC HT  -           5.610 (meters)      18.41  (feet)  COMP
 AB0264  MODELED GRAV-     979,038.2   (mgal)                       NAVD 88
 AB0264
 AB0264  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AB0264
 AB0264.The horizontal coordinates were scaled from a topographic map and have
 AB0264.an estimated accuracy of +/- 6 seconds.
 AB0264
 AB0264.The orthometric height was determined by differential leveling
 AB0264.and adjusted by the National Geodetic Survey in 1992..
 AB0264.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AB0264.rate of 1.1 thru 2.0 mm/km.
 AB0264
 AB0264.The geoid height was determined by GEOID03.
 AB0264
 AB0264.The dynamic height is computed by dividing the NAVD 88
 AB0264.geopotential number by the normal gravity value computed on the
 AB0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0264.degrees latitude (g = 980.6199 gals.).
 AB0264
 AB0264.The modeled gravity was interpolated from observed gravity values.
 AB0264
 AB0264;                    North         East    Units  Estimated Accuracy
 AB0264;SPC TX S     - 5,038,700.      401,970.      MT  (+/- 180 meters Scaled)
 AB0264
 AB0264                          SUPERSEDED SURVEY CONTROL
 AB0264
 AB0264  NGVD 29 (??/??/92)    5.72   (m)           18.8    (f) COMPUTED    2 0
 AB0264
 AB0264.Superseded values are not recommended for survey control.
 AB0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0264.See file dsdata.txt to determine how the superseded data were derived.
 AB0264
 AB0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP519779(NAD 83)
 AB0264_MARKER: DD = SURVEY DISK
 AB0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0264_SP_SET: CULVERT
 AB0264_STAMPING: K 14 18.51
 AB0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0264
 AB0264  HISTORY     - Date     Condition        Report By
 AB0264  HISTORY     - UNK      MONUMENTED
 AB0264  HISTORY     - 1942     GOOD             NGS
 AB0264  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0264  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0264
 AB0264                          STATION DESCRIPTION
 AB0264
 AB0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0264'4.0 MI S FROM LOS FRESNOS.
 AB0264'4.0 MILES SOUTH ALONG PAREDES LINE ROAD FROM THE INTERSECTION OF STATE
 AB0264'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, 15 FEET WEST OF AND LEVEL
 AB0264'WITH THE CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE
 AB0264'CENTER OF THE TOP OF THE WEST HEADWALL.  A CAMERON COUNTY STANDARD
 AB0264'DISK, STAMPED K 14 18.51.
 AB0264
 AB0264                          STATION RECOVERY (1987)
 AB0264
 AB0264'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0264'MARK NOT FOUND.
 AB0264
 AB0264                          STATION RECOVERY (1987)
 AB0264
 AB0264'RECOVERY NOTE BY US POWER SQUADRON 1987 (GTE)
 AB0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0129 ***********************************************************************
 EN0129  DESIGNATION -  K 140
 EN0129  PID         -  EN0129
 EN0129  STATE/COUNTY-  TX/HALL
 EN0129  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0129
 EN0129                         *CURRENT SURVEY CONTROL
 EN0129  ___________________________________________________________________
 EN0129* NAD 83(1986)-  34 28 13.     (N)    100 49 27.     (W)     SCALED    
 EN0129* NAVD 88     -       689.975  (meters)    2263.69   (feet)  ADJUSTED  
 EN0129  ___________________________________________________________________
 EN0129  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 EN0129  DYNAMIC HT  -         689.168 (meters)    2261.05  (feet)  COMP
 EN0129  MODELED GRAV-     979,443.4   (mgal)                       NAVD 88
 EN0129
 EN0129  VERT ORDER  -  FIRST     CLASS II
 EN0129
 EN0129.The horizontal coordinates were scaled from a topographic map and have
 EN0129.an estimated accuracy of +/- 6 seconds.
 EN0129
 EN0129.The orthometric height was determined by differential leveling
 EN0129.and adjusted by the National Geodetic Survey in June 1991..
 EN0129
 EN0129.The geoid height was determined by GEOID03.
 EN0129
 EN0129.The dynamic height is computed by dividing the NAVD 88
 EN0129.geopotential number by the normal gravity value computed on the
 EN0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0129.degrees latitude (g = 980.6199 gals.).
 EN0129
 EN0129.The modeled gravity was interpolated from observed gravity values.
 EN0129
 EN0129;                    North         East    Units  Estimated Accuracy
 EN0129;SPC TX N     - 1,052,390.      262,090.      MT  (+/- 180 meters Scaled)
 EN0129
 EN0129                          SUPERSEDED SURVEY CONTROL
 EN0129
 EN0129  NGVD 29 (??/??/92)  689.673  (m)         2262.70   (f) ADJ UNCH    1 2
 EN0129
 EN0129.Superseded values are not recommended for survey control.
 EN0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0129.See file dsdata.txt to determine how the superseded data were derived.
 EN0129
 EN0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD324158(NAD 83)
 EN0129_MARKER: DB = BENCH MARK DISK
 EN0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0129_STAMPING: K 140 1933
 EN0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0129+STABILITY: SURFACE MOTION
 EN0129
 EN0129  HISTORY     - Date     Condition        Report By
 EN0129  HISTORY     - 1933     MONUMENTED       CGS
 EN0129  HISTORY     - 1934     GOOD             NGS
 EN0129
 EN0129                          STATION DESCRIPTION
 EN0129
 EN0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0129'7.2 MI NE FROM TURKEY.
 EN0129'7.2 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0129'THE STATION AT TURKEY, HALL COUNTY, ABOUT 2.8 MILES SOUTHWEST OF THE
 EN0129'SIGNBOARD AT TAMPICO, AT STATION 1303+76 (MILEAGE 261.74), ABOUT
 EN0129'13-1/2 RAILS SOUTHWEST OF SIGN P 261.65, ABOUT 2-1/2 RAILS SOUTHWEST
 EN0129'OF A ROAD CROSSING, 42 FEET SOUTHEAST OF THE TRACK, 34 FEET NORTHWEST
 EN0129'OF THE RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF POLES.  A
 EN0129'STANDARD DISK, STAMPED 2262.702 K 140 1933 AND SET IN THE TOP OF A
 EN0129'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 EN0129
 EN0129                          STATION RECOVERY (1934)
 EN0129
 EN0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0234 ***********************************************************************
 BB0234  DESIGNATION -  K 1400
 BB0234  PID         -  BB0234
 BB0234  STATE/COUNTY-  TX/PRESIDIO
 BB0234  USGS QUAD   -  SHAFTER (1983)
 BB0234
 BB0234                         *CURRENT SURVEY CONTROL
 BB0234  ___________________________________________________________________
 BB0234* NAD 83(1986)-  29 49 45.     (N)    104 18 38.     (W)     SCALED    
 BB0234* NAVD 88     -      1188.272  (meters)    3898.52   (feet)  ADJUSTED  
 BB0234  ___________________________________________________________________
 BB0234  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 BB0234  DYNAMIC HT  -        1186.294 (meters)    3892.03  (feet)  COMP
 BB0234  MODELED GRAV-     978,937.7   (mgal)                       NAVD 88
 BB0234
 BB0234  VERT ORDER  -  FIRST     CLASS II
 BB0234
 BB0234.The horizontal coordinates were scaled from a topographic map and have
 BB0234.an estimated accuracy of +/- 6 seconds.
 BB0234
 BB0234.The orthometric height was determined by differential leveling
 BB0234.and adjusted by the National Geodetic Survey in June 1991..
 BB0234
 BB0234.The geoid height was determined by GEOID03.
 BB0234
 BB0234.The dynamic height is computed by dividing the NAVD 88
 BB0234.geopotential number by the normal gravity value computed on the
 BB0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0234.degrees latitude (g = 980.6199 gals.).
 BB0234
 BB0234.The modeled gravity was interpolated from observed gravity values.
 BB0234
 BB0234;                    North         East    Units  Estimated Accuracy
 BB0234;SPC TXSC     - 4,232,840.       86,960.      MT  (+/- 180 meters Scaled)
 BB0234
 BB0234                          SUPERSEDED SURVEY CONTROL
 BB0234
 BB0234.No superseded survey control is available for this station.
 BB0234
 BB0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP666000(NAD 83)
 BB0234_MARKER: I = METAL ROD
 BB0234_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BB0234_SP_SET: STAINLESS STEEL ROD
 BB0234_STAMPING: K 1400 1981
 BB0234_MARK LOGO: NGS   
 BB0234_PROJECTION: FLUSH
 BB0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BB0234_ROD/PIPE-DEPTH: 4.9  meters
 BB0234
 BB0234  HISTORY     - Date     Condition        Report By
 BB0234  HISTORY     - 1981     MONUMENTED       NGS
 BB0234  HISTORY     - 19961010 GOOD             USPSQD
 BB0234
 BB0234                          STATION DESCRIPTION
 BB0234
 BB0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0234'1.1 KM (0.7 MI) NE FROM SHAFTER.
 BB0234'1.1 KM (0.7 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0234'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, 0.3 KM (0.2 MI)
 BB0234'SOUTHWEST OF AN ELECTRIC SUB-STATION, AT A POWERLINE CROSSING,
 BB0234'19.8 METERS (65.0 FT) NORTH OF THE EXTENDED CENTER OF A FIELD ROAD
 BB0234'LEADING NORTHWEST, AND 17.7 METERS (57.9 FT) EAST-NORTHEAST OF THE
 BB0234'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 BB0234'A 5-INCH LOGO CAP.
 BB0234'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 BB0234'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 BB0234
 BB0234                          STATION RECOVERY (1996)
 BB0234
 BB0234'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0693 ***********************************************************************
 BP0693  DESIGNATION -  K 1401
 BP0693  PID         -  BP0693
 BP0693  STATE/COUNTY-  TX/PRESIDIO
 BP0693  USGS QUAD   -  NOPAL (1972)
 BP0693
 BP0693                         *CURRENT SURVEY CONTROL
 BP0693  ___________________________________________________________________
 BP0693* NAD 83(1986)-  30 17 23.     (N)    103 55 56.     (W)     SCALED    
 BP0693* NAVD 88     -      1457.380  (meters)    4781.42   (feet)  ADJUSTED  
 BP0693  ___________________________________________________________________
 BP0693  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 BP0693  DYNAMIC HT  -        1454.947 (meters)    4773.44  (feet)  COMP
 BP0693  MODELED GRAV-     978,921.1   (mgal)                       NAVD 88
 BP0693
 BP0693  VERT ORDER  -  FIRST     CLASS II
 BP0693
 BP0693.The horizontal coordinates were scaled from a topographic map and have
 BP0693.an estimated accuracy of +/- 6 seconds.
 BP0693
 BP0693.The orthometric height was determined by differential leveling
 BP0693.and adjusted by the National Geodetic Survey in June 1991..
 BP0693
 BP0693.The geoid height was determined by GEOID03.
 BP0693
 BP0693.The dynamic height is computed by dividing the NAVD 88
 BP0693.geopotential number by the normal gravity value computed on the
 BP0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0693.degrees latitude (g = 980.6199 gals.).
 BP0693
 BP0693.The modeled gravity was interpolated from observed gravity values.
 BP0693
 BP0693;                    North         East    Units  Estimated Accuracy
 BP0693;SPC TXSC     - 4,282,250.      125,640.      MT  (+/- 180 meters Scaled)
 BP0693
 BP0693                          SUPERSEDED SURVEY CONTROL
 BP0693
 BP0693.No superseded survey control is available for this station.
 BP0693
 BP0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP026513(NAD 83)
 BP0693_MARKER: I = METAL ROD
 BP0693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0693_SP_SET: STAINLESS STEEL ROD
 BP0693_STAMPING: K 1401 1981
 BP0693_MARK LOGO: NGS   
 BP0693_PROJECTION: FLUSH
 BP0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0693_ROD/PIPE-DEPTH: 5.8  meters
 BP0693
 BP0693  HISTORY     - Date     Condition        Report By
 BP0693  HISTORY     - 1981     MONUMENTED       NGS
 BP0693  HISTORY     - 20030214 GOOD             USPSQD
 BP0693
 BP0693                          STATION DESCRIPTION
 BP0693
 BP0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0693'9.3 KM (5.75 MI) EAST FROM MARFA.
 BP0693'9.3 KM (5.75 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BP0693'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, AT A POWERLINE CROSSING, 86.3
 BP0693'METERS (283.1 FT) EAST OF THE NORTHEAST CORNER OF A MULTI-BOX CULVERT,
 BP0693'56.7 METERS (186.0 FT) EAST-SOUTHEAST OF RAILROAD MILEPOST 627, 28.7
 BP0693'METERS (94.1 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BP0693'18.0 METERS (59.1 FT) SOUTH-SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 BP0693'PACIFIC RAILROD AND 2.3 METERS (7.5 FT) EAST-SOUTHEAST OF A UTILITY
 BP0693'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0693'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 BP0693'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 BP0693
 BP0693                          STATION RECOVERY (2003)
 BP0693
 BP0693'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BP0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0717 ***********************************************************************
 BP0717  DESIGNATION -  K 1402
 BP0717  PID         -  BP0717
 BP0717  STATE/COUNTY-  TX/BREWSTER
 BP0717  USGS QUAD   -  ALTUDA (1983)
 BP0717
 BP0717                         *CURRENT SURVEY CONTROL
 BP0717  ___________________________________________________________________
 BP0717* NAD 83(1986)-  30 17 06.     (N)    103 26 50.     (W)     SCALED    
 BP0717* NAVD 88     -      1406.581  (meters)    4614.76   (feet)  ADJUSTED  
 BP0717  ___________________________________________________________________
 BP0717  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 BP0717  DYNAMIC HT  -        1404.264 (meters)    4607.16  (feet)  COMP
 BP0717  MODELED GRAV-     978,944.7   (mgal)                       NAVD 88
 BP0717
 BP0717  VERT ORDER  -  FIRST     CLASS II
 BP0717
 BP0717.The horizontal coordinates were scaled from a topographic map and have
 BP0717.an estimated accuracy of +/- 6 seconds.
 BP0717
 BP0717.The orthometric height was determined by differential leveling
 BP0717.and adjusted by the National Geodetic Survey in June 1991..
 BP0717
 BP0717.The geoid height was determined by GEOID03.
 BP0717
 BP0717.The dynamic height is computed by dividing the NAVD 88
 BP0717.geopotential number by the normal gravity value computed on the
 BP0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0717.degrees latitude (g = 980.6199 gals.).
 BP0717
 BP0717.The modeled gravity was interpolated from observed gravity values.
 BP0717
 BP0717;                    North         East    Units  Estimated Accuracy
 BP0717;SPC TXSC     - 4,279,860.      172,240.      MT  (+/- 180 meters Scaled)
 BP0717
 BP0717                          SUPERSEDED SURVEY CONTROL
 BP0717
 BP0717.No superseded survey control is available for this station.
 BP0717
 BP0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP493513(NAD 83)
 BP0717_MARKER: I = METAL ROD
 BP0717_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0717+WITH SETTING: INFORMATION.
 BP0717_SP_SET: SHALLOW SET METAL ROD
 BP0717_STAMPING: K 1402 1981
 BP0717_MARK LOGO: NGS   
 BP0717_PROJECTION: FLUSH
 BP0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0717_ROD/PIPE-DEPTH: 1.2  meters
 BP0717
 BP0717  HISTORY     - Date     Condition        Report By
 BP0717  HISTORY     - 1981     MONUMENTED       NGS
 BP0717  HISTORY     - 20030214 GOOD             USPSQD
 BP0717
 BP0717                          STATION DESCRIPTION
 BP0717
 BP0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0717'22.4 KM (13.9 MI) NW FROM MARATHON.
 BP0717'22.4 KM (13.9 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0717'IN MARATHON, 19.2 METERS (63.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 BP0717'HIGHWAY AND 6.6 METERS (21.7 FT) SOUTHEAST OF THE CENTER OF A
 BP0717'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BP0717'CAP.
 BP0717'THE MARK IS 0.3 METERS  NE FROM  A FENCE AND WITNESS POST
 BP0717'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 BP0717
 BP0717                          STATION RECOVERY (2003)
 BP0717
 BP0717'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BP0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0741 ***********************************************************************
 BP0741  DESIGNATION -  K 1403
 BP0741  PID         -  BP0741
 BP0741  STATE/COUNTY-  TX/BREWSTER
 BP0741  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0741
 BP0741                         *CURRENT SURVEY CONTROL
 BP0741  ___________________________________________________________________
 BP0741* NAD 83(1986)-  30 13 03.     (N)    103 00 51.     (W)     SCALED    
 BP0741* NAVD 88     -      1290.221  (meters)    4233.00   (feet)  ADJUSTED  
 BP0741  ___________________________________________________________________
 BP0741  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BP0741  DYNAMIC HT  -        1288.116 (meters)    4226.09  (feet)  COMP
 BP0741  MODELED GRAV-     978,965.5   (mgal)                       NAVD 88
 BP0741
 BP0741  VERT ORDER  -  FIRST     CLASS II
 BP0741
 BP0741.The horizontal coordinates were scaled from a topographic map and have
 BP0741.an estimated accuracy of +/- 6 seconds.
 BP0741
 BP0741.The orthometric height was determined by differential leveling
 BP0741.and adjusted by the National Geodetic Survey in June 1991..
 BP0741
 BP0741.The geoid height was determined by GEOID03.
 BP0741
 BP0741.The dynamic height is computed by dividing the NAVD 88
 BP0741.geopotential number by the normal gravity value computed on the
 BP0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0741.degrees latitude (g = 980.6199 gals.).
 BP0741
 BP0741.The modeled gravity was interpolated from observed gravity values.
 BP0741
 BP0741;                    North         East    Units  Estimated Accuracy
 BP0741;SPC TXSC     - 4,270,870.      213,620.      MT  (+/- 180 meters Scaled)
 BP0741
 BP0741                          SUPERSEDED SURVEY CONTROL
 BP0741
 BP0741.No superseded survey control is available for this station.
 BP0741
 BP0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP911445(NAD 83)
 BP0741_MARKER: I = METAL ROD
 BP0741_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0741_SP_SET: STAINLESS STEEL ROD
 BP0741_STAMPING: K 1403 1981
 BP0741_MARK LOGO: NGS   
 BP0741_PROJECTION: FLUSH
 BP0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0741_ROD/PIPE-DEPTH: 4.6  meters
 BP0741
 BP0741  HISTORY     - Date     Condition        Report By
 BP0741  HISTORY     - 1981     MONUMENTED       NGS
 BP0741  HISTORY     - 20010331 GOOD             NGS
 BP0741
 BP0741                          STATION DESCRIPTION
 BP0741
 BP0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0741'22.7 KM (14.1 MI) EAST FROM MARATHON.
 BP0741'22.7 KM (14.1 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0741'IN MARATHON, 22.9 METERS (75.1 FT) NORTH OF THE CENTERLINE OF THE
 BP0741'HIGHWAY AND 5.4 METERS (17.7 FT) WEST OF A UTILITY POLE NUMBER 2620.
 BP0741'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0741'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 BP0741'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BP0741
 BP0741                          STATION RECOVERY (2001)
 BP0741
 BP0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0741'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1094 ***********************************************************************
 AJ1094  DESIGNATION -  K 1404
 AJ1094  PID         -  AJ1094
 AJ1094  STATE/COUNTY-  TX/WEBB
 AJ1094  USGS QUAD   -  LAREDO EAST (1980)
 AJ1094
 AJ1094                         *CURRENT SURVEY CONTROL
 AJ1094  ___________________________________________________________________
 AJ1094* NAD 83(1986)-  27 30 23.     (N)    099 29 16.     (W)     SCALED    
 AJ1094* NAVD 88     -       135.501  (meters)     444.56   (feet)  ADJUSTED  
 AJ1094  ___________________________________________________________________
 AJ1094  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AJ1094  DYNAMIC HT  -         135.287 (meters)     443.85  (feet)  COMP
 AJ1094  MODELED GRAV-     979,065.3   (mgal)                       NAVD 88
 AJ1094
 AJ1094  VERT ORDER  -  FIRST     CLASS II
 AJ1094
 AJ1094.The horizontal coordinates were scaled from a topographic map and have
 AJ1094.an estimated accuracy of +/- 6 seconds.
 AJ1094
 AJ1094.The orthometric height was determined by differential leveling
 AJ1094.and adjusted by the National Geodetic Survey in June 1991..
 AJ1094
 AJ1094.The geoid height was determined by GEOID03.
 AJ1094
 AJ1094.The dynamic height is computed by dividing the NAVD 88
 AJ1094.geopotential number by the normal gravity value computed on the
 AJ1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1094.degrees latitude (g = 980.6199 gals.).
 AJ1094
 AJ1094.The modeled gravity was interpolated from observed gravity values.
 AJ1094
 AJ1094;                    North         East    Units  Estimated Accuracy
 AJ1094;SPC TX S     - 5,204,210.      202,410.      MT  (+/- 180 meters Scaled)
 AJ1094
 AJ1094                          SUPERSEDED SURVEY CONTROL
 AJ1094
 AJ1094.No superseded survey control is available for this station.
 AJ1094
 AJ1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR518426(NAD 83)
 AJ1094_MARKER: I = METAL ROD
 AJ1094_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1094_SP_SET: STAINLESS STEEL ROD
 AJ1094_STAMPING: K 1404 1981
 AJ1094_MARK LOGO: NGS   
 AJ1094_PROJECTION: FLUSH
 AJ1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1094+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 AJ1094_ROD/PIPE-DEPTH: 4.0  meters
 AJ1094
 AJ1094  HISTORY     - Date     Condition        Report By
 AJ1094  HISTORY     - 1981     MONUMENTED       NGS
 AJ1094  HISTORY     - 20020502 GOOD             USPSQD
 AJ1094
 AJ1094                          STATION DESCRIPTION
 AJ1094
 AJ1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1094'IN LAREDO.
 AJ1094'IN LAREDO AT THE JUNCTION OF GUADALUPE STREET (HIGHWAY 83) AND TILDEN
 AJ1094'AVENUE, AT THE NORTH ENTRANCE OF CHRIST THE KING CATHOLIC CHURCH,
 AJ1094'9.5 METERS (31.0 FT) SOUTH OF CENTERLINE OF STREET, 19.1 METERS
 AJ1094'(62.8 FT) NORTHEAST OF CENTER OF NORTH ENTRANCE DOORS, 9.6 METERS
 AJ1094'(31.4 FT) EAST OF A FLAGPOLE, 0.60 METERS (2.0 FT) NORTHEAST OF
 AJ1094'NORTHEAST CORNER OF A CHURCH BILLBOARD, 3.7 METERS (12.0 FT) WEST OF A
 AJ1094'STEEL HAND RAIL OF ENTRANCE DRIVE, AND 43.0 METERS (141.0 FT) EAST OF
 AJ1094'CENTERLINE OF TILDEN AVENUE.
 AJ1094'THE MARK IS 0.30 M ABOVE STREET.
 AJ1094
 AJ1094                          STATION RECOVERY (2002)
 AJ1094
 AJ1094'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1076 ***********************************************************************
 AJ1076  DESIGNATION -  K 1405
 AJ1076  PID         -  AJ1076
 AJ1076  STATE/COUNTY-  TX/ZAPATA
 AJ1076  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ1076
 AJ1076                         *CURRENT SURVEY CONTROL
 AJ1076  ___________________________________________________________________
 AJ1076* NAD 83(1986)-  27 14 24.     (N)    099 25 11.     (W)     SCALED    
 AJ1076* NAVD 88     -       115.963  (meters)     380.46   (feet)  ADJUSTED  
 AJ1076  ___________________________________________________________________
 AJ1076  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AJ1076  DYNAMIC HT  -         115.777 (meters)     379.85  (feet)  COMP
 AJ1076  MODELED GRAV-     979,044.3   (mgal)                       NAVD 88
 AJ1076
 AJ1076  VERT ORDER  -  FIRST     CLASS II
 AJ1076
 AJ1076.The horizontal coordinates were scaled from a topographic map and have
 AJ1076.an estimated accuracy of +/- 6 seconds.
 AJ1076
 AJ1076.The orthometric height was determined by differential leveling
 AJ1076.and adjusted by the National Geodetic Survey in June 1991..
 AJ1076
 AJ1076.The geoid height was determined by GEOID03.
 AJ1076
 AJ1076.The dynamic height is computed by dividing the NAVD 88
 AJ1076.geopotential number by the normal gravity value computed on the
 AJ1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1076.degrees latitude (g = 980.6199 gals.).
 AJ1076
 AJ1076.The modeled gravity was interpolated from observed gravity values.
 AJ1076
 AJ1076;                    North         East    Units  Estimated Accuracy
 AJ1076;SPC TX S     - 5,174,640.      208,920.      MT  (+/- 180 meters Scaled)
 AJ1076
 AJ1076                          SUPERSEDED SURVEY CONTROL
 AJ1076
 AJ1076.No superseded survey control is available for this station.
 AJ1076
 AJ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR584130(NAD 83)
 AJ1076_MARKER: I = METAL ROD
 AJ1076_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1076_SP_SET: STAINLESS STEEL ROD
 AJ1076_STAMPING: K 1405 1981
 AJ1076_MARK LOGO: NGS   
 AJ1076_PROJECTION: FLUSH
 AJ1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1076_ROD/PIPE-DEPTH: 7.3  meters
 AJ1076
 AJ1076  HISTORY     - Date     Condition        Report By
 AJ1076  HISTORY     - 1981     MONUMENTED       NGS
 AJ1076
 AJ1076                          STATION DESCRIPTION
 AJ1076
 AJ1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1076'22.5 KM (14.0 MI) NORTH FROM SAN YGNACIO.
 AJ1076'22.5 KM (13.95 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF
 AJ1076'FARM ROAD 1369 IN SAN YGNACIO, AT A DIRT ROAD LEADING WEST TO A GULF
 AJ1076'OIL LEASE, 19.9 METERS (65.2 FT) WEST OF THE CENTERLINE OF THE
 AJ1076'HIGHWAY, 11.1 METERS (36.5 FT) NORTH OF THE CENTER OF THE ROAD,
 AJ1076'4.2 METERS (13.7 FT) SOUTHWEST OF A POWERLINE POLE, 5.2 METERS
 AJ1076'(17.0 FT) SOUTHWEST OF A METAL CORNER FENCE POST, AND 0.15 METERS
 AJ1076'(0.5 FT) SOUTHEAST OF A FENCE LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AJ1076'THE MARK IS 0.31 METERS  E FROM  HIGHWAY
 AJ1076'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1190 ***********************************************************************
 AB1190  DESIGNATION -  K 1406
 AB1190  PID         -  AB1190
 AB1190  STATE/COUNTY-  TX/CAMERON
 AB1190  USGS QUAD   -  OLMITO (1983)
 AB1190
 AB1190                         *CURRENT SURVEY CONTROL
 AB1190  ___________________________________________________________________
 AB1190* NAD 83(1986)-  26 05 11.     (N)    097 35 05.     (W)     SCALED    
 AB1190* NAVD 88     -        11.181  (meters)      36.68   (feet)  ADJUSTED  
 AB1190  ___________________________________________________________________
 AB1190  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 AB1190  DYNAMIC HT  -          11.162 (meters)      36.62  (feet)  COMP
 AB1190  MODELED GRAV-     979,033.3   (mgal)                       NAVD 88
 AB1190
 AB1190  VERT ORDER  -  FIRST     CLASS II
 AB1190
 AB1190.The horizontal coordinates were scaled from a topographic map and have
 AB1190.an estimated accuracy of +/- 6 seconds.
 AB1190
 AB1190.The orthometric height was determined by differential leveling
 AB1190.and adjusted by the National Geodetic Survey in June 1991..
 AB1190
 AB1190.The geoid height was determined by GEOID03.
 AB1190
 AB1190.The dynamic height is computed by dividing the NAVD 88
 AB1190.geopotential number by the normal gravity value computed on the
 AB1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1190.degrees latitude (g = 980.6199 gals.).
 AB1190
 AB1190.The modeled gravity was interpolated from observed gravity values.
 AB1190
 AB1190;                    North         East    Units  Estimated Accuracy
 AB1190;SPC TX S     - 5,046,840.      391,570.      MT  (+/- 180 meters Scaled)
 AB1190
 AB1190                          SUPERSEDED SURVEY CONTROL
 AB1190
 AB1190.No superseded survey control is available for this station.
 AB1190
 AB1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP415860(NAD 83)
 AB1190_MARKER: I = METAL ROD
 AB1190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1190_SP_SET: STAINLESS STEEL ROD
 AB1190_STAMPING: K 1406 1981
 AB1190_MARK LOGO: NGS   
 AB1190_PROJECTION: RECESSED 3 CENTIMETERS
 AB1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1190_ROD/PIPE-DEPTH: 9.7  meters
 AB1190
 AB1190  HISTORY     - Date     Condition        Report By
 AB1190  HISTORY     - 1981     MONUMENTED       NGS
 AB1190  HISTORY     - 19910427 GOOD             USPSQD
 AB1190  HISTORY     - 20040220 MARK NOT FOUND   GEOCAC
 AB1190
 AB1190                          STATION DESCRIPTION
 AB1190
 AB1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1190'7.0 KM (4.35 MI) SE FROM SAN BENITO.
 AB1190'3.6 KM (2.25 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1190'JUNCTION OF STATE HIGHWAY 345 IN SAN BENITO TO THE JUNCTION OF FARM
 AB1190'ROAD 732, THENCE 1.1 KM (0.7 MI) SOUTHEAST ALONG THE BUSINESS HIGHWAY
 AB1190'77 ENTRANCE ROAD TO THE JUNCTION OF THE SOUTHEAST BOUND LANE OF
 AB1190'U.S. HIGHWAY 77, THENCE 2.2 KM (1.4 MI) SOUTHEAST ALONG U.S. HIGHWAY
 AB1190'77 AT A GRAVELED ROAD LEADING WEST SOUTHWEST CROSSING THE MISSOURI
 AB1190'PACIFIC RAILROAD TRACKS, 15.2 METERS (50.0 FT) SOUTHWEST OF THE
 AB1190'CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 77, 8.5 METERS (28.0 MI)
 AB1190'NORTHWEST OF THE CENTER OF THE GRAVEL ROAD LEADING WEST SOUTHWEST,
 AB1190'0.9 METER (3.0 MI) NORTHWEST OF A 3.0 METERS (10.0 FT) HIGH TELEPHONE
 AB1190'POLE WITH UNDERGROUND WARNING SIGNS, 1.5 METERS (5.0 MI) NORTHWEST OF
 AB1190'A TELEPHONE JUNCTION BOX, 2.9 METERS (9.5 FT) NORTHEAST OF A POWERLINE
 AB1190'POLE WITH A SMALL TRANSFORMER, 14.3 METERS (47.0 FT) NORTHEAST OF THE
 AB1190'SOUTHEAST RAIL OF THE RAILROAD TRACKS AND 7.9 METERS (26.0 FT)
 AB1190'SOUTHEAST OF A GUY WIRE ANCHOR TO THE POWERLINE POLE.
 AB1190'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AB1190'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB1190
 AB1190                          STATION RECOVERY (1991)
 AB1190
 AB1190'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1190'RECOVERED IN GOOD CONDITION.
 AB1190
 AB1190                          STATION RECOVERY (2004)
 AB1190
 AB1190'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1190'BELIEVE MARK IS THERE.  WITNESS POST EXISTS BUT JUST ABOVE GROUND
 AB1190'LEVEL.  MARK MAYBE COVERED WITH 0.5-1.0 METER SOIL.  LOCATED AT
 AB1190'ENTRANCE TO WAREHOUSE.
 AB1190'HANDHELD GPS COORDINATES N26 05 11.6, W097 35 05.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1266 ***********************************************************************
 AB1266  DESIGNATION -  K 1407
 AB1266  PID         -  AB1266
 AB1266  STATE/COUNTY-  TX/KENEDY
 AB1266  USGS QUAD   -  NORIAS (1982)
 AB1266
 AB1266                         *CURRENT SURVEY CONTROL
 AB1266  ___________________________________________________________________
 AB1266* NAD 83(1986)-  26 49 19.     (N)    097 46 51.     (W)     SCALED    
 AB1266* NAVD 88     -         6.203  (meters)      20.35   (feet)  ADJUSTED  
 AB1266  ___________________________________________________________________
 AB1266  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AB1266  DYNAMIC HT  -           6.193 (meters)      20.32  (feet)  COMP
 AB1266  MODELED GRAV-     979,069.9   (mgal)                       NAVD 88
 AB1266
 AB1266  VERT ORDER  -  FIRST     CLASS II
 AB1266
 AB1266.The horizontal coordinates were scaled from a topographic map and have
 AB1266.an estimated accuracy of +/- 6 seconds.
 AB1266
 AB1266.The orthometric height was determined by differential leveling
 AB1266.and adjusted by the National Geodetic Survey in June 1991..
 AB1266
 AB1266.The geoid height was determined by GEOID03.
 AB1266
 AB1266.The dynamic height is computed by dividing the NAVD 88
 AB1266.geopotential number by the normal gravity value computed on the
 AB1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1266.degrees latitude (g = 980.6199 gals.).
 AB1266
 AB1266.The modeled gravity was interpolated from observed gravity values.
 AB1266
 AB1266;                    North         East    Units  Estimated Accuracy
 AB1266;SPC TX S     - 5,128,200.      371,490.      MT  (+/- 180 meters Scaled)
 AB1266
 AB1266                          SUPERSEDED SURVEY CONTROL
 AB1266
 AB1266.No superseded survey control is available for this station.
 AB1266
 AB1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ211672(NAD 83)
 AB1266_MARKER: I = METAL ROD
 AB1266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1266_SP_SET: STAINLESS STEEL ROD
 AB1266_STAMPING: K 1407 1981
 AB1266_MARK LOGO: NGS   
 AB1266_PROJECTION: FLUSH
 AB1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1266+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 AB1266_ROD/PIPE-DEPTH: 9.7  meters
 AB1266
 AB1266  HISTORY     - Date     Condition        Report By
 AB1266  HISTORY     - 1981     MONUMENTED       NGS
 AB1266  HISTORY     - 1990     GOOD             USPSQD
 AB1266  HISTORY     - 20040204 GOOD             USPSQD
 AB1266
 AB1266                          STATION DESCRIPTION
 AB1266
 AB1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1266'38.6 KM (24.0 MI) NORTH FROM RAYMONDVILLE.
 AB1266'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1266'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 33.5 KM (20.8 MI) NORTH
 AB1266'ALONG U.S. HIGHWAY 77 AT A BELL TELEPHONE SYSTEM WARNING SIGN AND POLE
 AB1266'NUMBER 315, 0.2 KM (0.1 MI) SOUTH OF THE MISSOURI PACIFIC RAILROAD
 AB1266'MILEPOST NUMBER 70, 19.2 METERS (63.0 FT) WEST OF THE CENTERLINE OF
 AB1266'U.S. HIGHWAY 77, 14.1 METERS (46.5 FT) EAST OF THE EAST RAIL OF THE
 AB1266'MISSOURI PACIFIC RAILROAD TRACKS, 0.75 METERS (2.5 FT) NORTH OF THE
 AB1266'TELEPHONE POLE NUMBER 315, AND 37.7 METERS (124.0 FT) NORTHEAST AND
 AB1266'ACROSS RAILROAD TRACKS FROM A LARGE FENCE POST IN THE WEST RAILROAD
 AB1266'RIGHT-OF-WAY.
 AB1266'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 AB1266'THE MARK IS 0.3 M BELOW TRACKS.
 AB1266
 AB1266                          STATION RECOVERY (1990)
 AB1266
 AB1266'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AB1266'RECOVERED IN GOOD CONDITION.
 AB1266
 AB1266                          STATION RECOVERY (2004)
 AB1266
 AB1266'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1291 ***********************************************************************
 AB1291  DESIGNATION -  K 1408
 AB1291  PID         -  AB1291
 AB1291  STATE/COUNTY-  TX/WILLACY
 AB1291  USGS QUAD   -  SANTA ROSA (1982)
 AB1291
 AB1291                         *CURRENT SURVEY CONTROL
 AB1291  ___________________________________________________________________
 AB1291* NAD 83(1986)-  26 21 26.     (N)    097 47 25.     (W)     SCALED    
 AB1291* NAVD 88     -        11.261  (meters)      36.95   (feet)  ADJUSTED  
 AB1291  ___________________________________________________________________
 AB1291  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 AB1291  DYNAMIC HT  -          11.243 (meters)      36.89  (feet)  COMP
 AB1291  MODELED GRAV-     979,040.3   (mgal)                       NAVD 88
 AB1291
 AB1291  VERT ORDER  -  FIRST     CLASS II
 AB1291
 AB1291.The horizontal coordinates were scaled from a topographic map and have
 AB1291.an estimated accuracy of +/- 6 seconds.
 AB1291
 AB1291.The orthometric height was determined by differential leveling
 AB1291.and adjusted by the National Geodetic Survey in June 1991..
 AB1291
 AB1291.The geoid height was determined by GEOID03.
 AB1291
 AB1291.The dynamic height is computed by dividing the NAVD 88
 AB1291.geopotential number by the normal gravity value computed on the
 AB1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1291.degrees latitude (g = 980.6199 gals.).
 AB1291
 AB1291.The modeled gravity was interpolated from observed gravity values.
 AB1291
 AB1291;                    North         East    Units  Estimated Accuracy
 AB1291;SPC TX S     - 5,076,710.      370,840.      MT  (+/- 180 meters Scaled)
 AB1291
 AB1291                          SUPERSEDED SURVEY CONTROL
 AB1291
 AB1291.No superseded survey control is available for this station.
 AB1291
 AB1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ207158(NAD 83)
 AB1291_MARKER: I = METAL ROD
 AB1291_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1291_SP_SET: STAINLESS STEEL ROD
 AB1291_STAMPING: K 1408 1981
 AB1291_MARK LOGO: NGS   
 AB1291_PROJECTION: RECESSED 3 CENTIMETERS
 AB1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1291_ROD/PIPE-DEPTH: 8.5  meters
 AB1291
 AB1291  HISTORY     - Date     Condition        Report By
 AB1291  HISTORY     - 1981     MONUMENTED       NGS
 AB1291  HISTORY     - 1988     GOOD             USPSQD
 AB1291
 AB1291                          STATION DESCRIPTION
 AB1291
 AB1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1291'1.6 KM (1.0 MI) NORTH FROM SEBASTIAN.
 AB1291'1.6 KM (1.0 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1291'SEBASTIAN POST OFFICE AND THE JUNCTION OF STATE HIGHWAY 506 SOUTH, AT
 AB1291'THE JUNCTION OF FARM ROAD 1018 EAST, 15.6 KM (51.5 FT) EAST OF THE
 AB1291'CENTERLINE OF HIGHWAY 77, 12.4 KM (41.0 FT) SOUTH OF THE CENTER OF
 AB1291'FARM ROAD 1018, 19.2 KM (63.0 FT) WEST SOUTHWEST OF THE SOUTH END OF A
 AB1291'SMALL ROUND CULVERT UNDER FARM ROAD 1018, 3.0 KM (10.5 FT) EAST OF A
 AB1291'LARGE CORNER FENCE POST, 1.2 METERS (4.0 FT) EAST SOUTHEAST OF A
 AB1291'TELEPHONE UNDERGROUND CABLE WARNING SIGN AND POST, AND 0.46 KM
 AB1291'(1.5 FT) NORTH OF THE EAST WEST FENCE LINE.
 AB1291'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AB1291'THE MARK IS 0.46 M BELOW HIGHWAY 77.
 AB1291
 AB1291                          STATION RECOVERY (1988)
 AB1291
 AB1291'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1266 ***********************************************************************
 AE1266  DESIGNATION -  K 1409
 AE1266  PID         -  AE1266
 AE1266  STATE/COUNTY-  TX/STARR
 AE1266  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1266
 AE1266                         *CURRENT SURVEY CONTROL
 AE1266  ___________________________________________________________________
 AE1266* NAD 83(1986)-  26 18 05.     (N)    098 37 30.     (W)     SCALED    
 AE1266* NAVD 88     -        49.006  (meters)     160.78   (feet)  ADJUSTED  
 AE1266  ___________________________________________________________________
 AE1266  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE1266  DYNAMIC HT  -          48.925 (meters)     160.51  (feet)  COMP
 AE1266  MODELED GRAV-     978,987.3   (mgal)                       NAVD 88
 AE1266
 AE1266  VERT ORDER  -  FIRST     CLASS II
 AE1266
 AE1266.The horizontal coordinates were scaled from a topographic map and have
 AE1266.an estimated accuracy of +/- 6 seconds.
 AE1266
 AE1266.The orthometric height was determined by differential leveling
 AE1266.and adjusted by the National Geodetic Survey in June 1991..
 AE1266
 AE1266.The geoid height was determined by GEOID03.
 AE1266
 AE1266.The dynamic height is computed by dividing the NAVD 88
 AE1266.geopotential number by the normal gravity value computed on the
 AE1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1266.degrees latitude (g = 980.6199 gals.).
 AE1266
 AE1266.The modeled gravity was interpolated from observed gravity values.
 AE1266
 AE1266;                    North         East    Units  Estimated Accuracy
 AE1266;SPC TX S     - 5,070,330.      287,520.      MT  (+/- 180 meters Scaled)
 AE1266
 AE1266                          SUPERSEDED SURVEY CONTROL
 AE1266
 AE1266.No superseded survey control is available for this station.
 AE1266
 AE1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ374091(NAD 83)
 AE1266_MARKER: I = METAL ROD
 AE1266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE1266_SP_SET: HEADWALL
 AE1266_STAMPING: K 1409 1981
 AE1266_MARK LOGO: NGS   
 AE1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1266
 AE1266  HISTORY     - Date     Condition        Report By
 AE1266  HISTORY     - 1981     MONUMENTED       NGS
 AE1266  HISTORY     - 1987     GOOD             USPSQD
 AE1266
 AE1266                          STATION DESCRIPTION
 AE1266
 AE1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1266'1.7 KM (1.05 MI) EAST FROM ALTO BONITO.
 AE1266'1.7 KM (1.05 MI) EAST ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AE1266'ROAD 2360 AT ALTO BONITO, SET IN THE TOP OF THE SOUTH HEADWALL OF A 6
 AE1266'CHANNEL CONCRETE BOX CULVERT OVER SALAOO CREEK, 7.3 METERS (24.0 FT)
 AE1266'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.31 METERS (1.0 FT) EAST
 AE1266'OF THE WEST END OF THE HEADWALL.
 AE1266'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AE1266
 AE1266                          STATION RECOVERY (1987)
 AE1266
 AE1266'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0292 ***********************************************************************
 EN0292  DESIGNATION -  K 141
 EN0292  PID         -  EN0292
 EN0292  STATE/COUNTY-  TX/FLOYD
 EN0292  USGS QUAD   -  LOCKNEY (1965)
 EN0292
 EN0292                         *CURRENT SURVEY CONTROL
 EN0292  ___________________________________________________________________
 EN0292* NAD 83(1986)-  34 02 50.     (N)    101 29 54.     (W)     SCALED    
 EN0292* NAVD 88     -       987.979  (meters)    3241.39   (feet)  POSTED    
 EN0292  ___________________________________________________________________
 EN0292  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 EN0292  DYNAMIC HT  -         986.710 (meters)    3237.23  (feet)  COMP
 EN0292  MODELED GRAV-     979,321.4   (mgal)                       NAVD 88
 EN0292
 EN0292  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0292
 EN0292.The horizontal coordinates were scaled from a topographic map and have
 EN0292.an estimated accuracy of +/- 6 seconds.
 EN0292
 EN0292.The orthometric height was determined by differential leveling
 EN0292.and adjusted by the National Geodetic Survey in 1992..
 EN0292.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0292.rate of 1.1 thru 2.0 mm/km.
 EN0292
 EN0292.The geoid height was determined by GEOID03.
 EN0292
 EN0292.The dynamic height is computed by dividing the NAVD 88
 EN0292.geopotential number by the normal gravity value computed on the
 EN0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0292.degrees latitude (g = 980.6199 gals.).
 EN0292
 EN0292.The modeled gravity was interpolated from observed gravity values.
 EN0292
 EN0292;                    North         East    Units  Estimated Accuracy
 EN0292;SPC TXNC     - 2,267,950.      323,180.      MT  (+/- 180 meters Scaled)
 EN0292
 EN0292                          SUPERSEDED SURVEY CONTROL
 EN0292
 EN0292  NGVD 29 (??/??/92)  987.604  (m)         3240.16   (f) ADJ UNCH    1 2
 EN0292
 EN0292.Superseded values are not recommended for survey control.
 EN0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0292.See file dsdata.txt to determine how the superseded data were derived.
 EN0292
 EN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC693702(NAD 83)
 EN0292_MARKER: DB = BENCH MARK DISK
 EN0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0292_STAMPING: 3240.164 K 141 1933
 EN0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0292+STABILITY: SURFACE MOTION
 EN0292
 EN0292  HISTORY     - Date     Condition        Report By
 EN0292  HISTORY     - 1933     MONUMENTED       CGS
 EN0292  HISTORY     - 1958     GOOD             NGS
 EN0292
 EN0292                          STATION DESCRIPTION
 EN0292
 EN0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0292'6.6 MI SW FROM LOCKNEY.
 EN0292'6.6 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0292'THE STATION AT LOCKNEY, FLOYD COUNTY, ABOUT 0.6 MILE SOUTH OF MILEPOST
 EN0292'L 319, ABOUT 38 RAILS SOUTH OF A PUBLIC-ROAD CROSSING, ABOUT 19-1/4
 EN0292'RAILS SOUTH OF WOODEN TRESTLE L 319.47, ABOUT 45 FEET WEST OF THE
 EN0292'TRACK, 33 FEET NORTH OF A PRIVATE-ROAD CROSSING, AND 24 FEET NORTH OF
 EN0292'A WOODEN GATE IN THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 EN0292'3240.164 K 141 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EN0292'ABOUT 3 INCHES ABOVE GROUND.  NOTE-- BM IS ABOUT 24 FEET NORTH OF A
 EN0292'WOODEN GATE, 3 FEET EAST OF THE RIGHT OF WAY FENCE AND 1 FOOT NORTH OF
 EN0292'AN IRON STAKE, ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0623 ***********************************************************************
 CC0623  DESIGNATION -  K 1410
 CC0623  PID         -  CC0623
 CC0623  STATE/COUNTY-  TX/WARD
 CC0623  USGS QUAD   -  GRANDFALLS (1981)
 CC0623
 CC0623                         *CURRENT SURVEY CONTROL
 CC0623  ___________________________________________________________________
 CC0623* NAD 83(1986)-  31 19 19.     (N)    102 51 31.     (W)     SCALED    
 CC0623* NAVD 88     -       742.046  (meters)    2434.53   (feet)  ADJUSTED  
 CC0623  ___________________________________________________________________
 CC0623  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CC0623  DYNAMIC HT  -         741.001 (meters)    2431.10  (feet)  COMP
 CC0623  MODELED GRAV-     979,207.7   (mgal)                       NAVD 88
 CC0623
 CC0623  VERT ORDER  -  FIRST     CLASS II
 CC0623
 CC0623.The horizontal coordinates were scaled from a topographic map and have
 CC0623.an estimated accuracy of +/- 6 seconds.
 CC0623
 CC0623.The orthometric height was determined by differential leveling
 CC0623.and adjusted by the National Geodetic Survey in June 1991..
 CC0623
 CC0623.The geoid height was determined by GEOID03.
 CC0623
 CC0623.The dynamic height is computed by dividing the NAVD 88
 CC0623.geopotential number by the normal gravity value computed on the
 CC0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0623.degrees latitude (g = 980.6199 gals.).
 CC0623
 CC0623.The modeled gravity was interpolated from observed gravity values.
 CC0623
 CC0623;                    North         East    Units  Estimated Accuracy
 CC0623;SPC TX C     - 3,186,230.      459,690.      MT  (+/- 180 meters Scaled)
 CC0623
 CC0623                          SUPERSEDED SURVEY CONTROL
 CC0623
 CC0623.No superseded survey control is available for this station.
 CC0623
 CC0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ037672(NAD 83)
 CC0623_MARKER: I = METAL ROD
 CC0623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0623_SP_SET: STAINLESS STEEL ROD
 CC0623_STAMPING: K 1410 1981
 CC0623_MARK LOGO: NGS   
 CC0623_PROJECTION: FLUSH
 CC0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0623_ROD/PIPE-DEPTH: 8.8  meters
 CC0623
 CC0623  HISTORY     - Date     Condition        Report By
 CC0623  HISTORY     - 1981     MONUMENTED       NGS
 CC0623
 CC0623                          STATION DESCRIPTION
 CC0623
 CC0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0623'2.4 KM (1.5 MI) SOUTH FROM GRANDFALLS.
 CC0623'2.4 KM (1.5 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0623'WITH STATE HIGHWAY 329 IN GRANDFALLS, AT THE CROSSING OF THE SOUTH
 CC0623'LATERAL IRRIGATION DITCH, 23.8 METERS (78.1 FT) NORTH-NORTHEAST OF
 CC0623'THE NORTH END OF THE HEADWALL OF A CONCRETE CULVERT, 17.0 METERS
 CC0623'(55.8 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.8
 CC0623'METERS (2.6 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 CC0623'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0623'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CC0623'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0597 ***********************************************************************
 BP0597  DESIGNATION -  K 1411
 BP0597  PID         -  BP0597
 BP0597  STATE/COUNTY-  TX/PECOS
 BP0597  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0597
 BP0597                         *CURRENT SURVEY CONTROL
 BP0597  ___________________________________________________________________
 BP0597* NAD 83(1986)-  30 49 52.     (N)    102 50 19.     (W)     SCALED    
 BP0597* NAVD 88     -       947.189  (meters)    3107.57   (feet)  ADJUSTED  
 BP0597  ___________________________________________________________________
 BP0597  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 BP0597  DYNAMIC HT  -         945.728 (meters)    3102.78  (feet)  COMP
 BP0597  MODELED GRAV-     979,066.6   (mgal)                       NAVD 88
 BP0597
 BP0597  VERT ORDER  -  FIRST     CLASS II
 BP0597
 BP0597.The horizontal coordinates were scaled from a topographic map and have
 BP0597.an estimated accuracy of +/- 6 seconds.
 BP0597
 BP0597.The orthometric height was determined by differential leveling
 BP0597.and adjusted by the National Geodetic Survey in June 1991..
 BP0597
 BP0597.The geoid height was determined by GEOID03.
 BP0597
 BP0597.The dynamic height is computed by dividing the NAVD 88
 BP0597.geopotential number by the normal gravity value computed on the
 BP0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0597.degrees latitude (g = 980.6199 gals.).
 BP0597
 BP0597.The modeled gravity was interpolated from observed gravity values.
 BP0597
 BP0597;                    North         East    Units  Estimated Accuracy
 BP0597;SPC TX C     - 3,131,780.      460,360.      MT  (+/- 180 meters Scaled)
 BP0597
 BP0597                          SUPERSEDED SURVEY CONTROL
 BP0597
 BP0597.No superseded survey control is available for this station.
 BP0597
 BP0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ067128(NAD 83)
 BP0597_MARKER: I = METAL ROD
 BP0597_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0597+WITH SETTING: INFORMATION.
 BP0597_SP_SET: SHALLOW SET METAL ROD
 BP0597_STAMPING: K 1411 1981
 BP0597_MARK LOGO: NGS   
 BP0597_PROJECTION: FLUSH
 BP0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0597+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 BP0597_ROD/PIPE-DEPTH: 2.1  meters
 BP0597
 BP0597  HISTORY     - Date     Condition        Report By
 BP0597  HISTORY     - 1981     MONUMENTED       NGS
 BP0597  HISTORY     - 20030826 GOOD             USPSQD
 BP0597
 BP0597                          STATION DESCRIPTION
 BP0597
 BP0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0597'7.7 KM (4.8 MI) SE FROM FORT STOCKTON.
 BP0597'7.7 KM (4.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0597'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 18.3 METERS
 BP0597'(60.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1.7
 BP0597'METERS (5.6 FT) NORTH-NORTHWEST OF A SMALL UTILITY POLE.  NOTE=ACCESS
 BP0597'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0597'THE MARK IS 0.5 METERS  ENE FROM  A FENCE AND WITNESS POST
 BP0597'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 BP0597
 BP0597                          STATION RECOVERY (2003)
 BP0597
 BP0597'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BP0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0662 ***********************************************************************
 BP0662  DESIGNATION -  K 1412
 BP0662  PID         -  BP0662
 BP0662  STATE/COUNTY-  TX/TERRELL
 BP0662  USGS QUAD   -  MOFETA (1969)
 BP0662
 BP0662                         *CURRENT SURVEY CONTROL
 BP0662  ___________________________________________________________________
 BP0662* NAD 83(1986)-  30 03 12.     (N)    102 13 29.     (W)     SCALED    
 BP0662* NAVD 88     -       714.757  (meters)    2345.00   (feet)  ADJUSTED  
 BP0662  ___________________________________________________________________
 BP0662  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 BP0662  DYNAMIC HT  -         713.672 (meters)    2341.44  (feet)  COMP
 BP0662  MODELED GRAV-     979,101.4   (mgal)                       NAVD 88
 BP0662
 BP0662  VERT ORDER  -  FIRST     CLASS II
 BP0662
 BP0662.The horizontal coordinates were scaled from a topographic map and have
 BP0662.an estimated accuracy of +/- 6 seconds.
 BP0662
 BP0662.The orthometric height was determined by differential leveling
 BP0662.and adjusted by the National Geodetic Survey in June 1991..
 BP0662
 BP0662.The geoid height was determined by GEOID03.
 BP0662
 BP0662.The dynamic height is computed by dividing the NAVD 88
 BP0662.geopotential number by the normal gravity value computed on the
 BP0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0662.degrees latitude (g = 980.6199 gals.).
 BP0662
 BP0662.The modeled gravity was interpolated from observed gravity values.
 BP0662
 BP0662;                    North         East    Units  Estimated Accuracy
 BP0662;SPC TXSC     - 4,250,330.      289,080.      MT  (+/- 180 meters Scaled)
 BP0662
 BP0662                          SUPERSEDED SURVEY CONTROL
 BP0662
 BP0662.No superseded survey control is available for this station.
 BP0662
 BP0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP675279(NAD 83)
 BP0662_MARKER: DB = BENCH MARK DISK
 BP0662_SETTING: 66 = SET IN ROCK OUTCROP
 BP0662_SP_SET: ROCK OUTCROP
 BP0662_STAMPING: K 1412 1981
 BP0662_MARK LOGO: NGS   
 BP0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0662
 BP0662  HISTORY     - Date     Condition        Report By
 BP0662  HISTORY     - 1981     MONUMENTED       NGS
 BP0662
 BP0662                          STATION DESCRIPTION
 BP0662
 BP0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0662'10.8 KM (6.7 MI) WEST FROM DRYDEN.
 BP0662'10.8 KM (6.7 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0662'IN DRYDEN, AT A CURVE IN THE HIGHWAY, 10.1 METERS (33.1 FT) NORTH OF
 BP0662'THE CENTERLINE OF THE HIGHWAY AND 9.6 METERS (31.5 FT) SOUTH OF A
 BP0662'UTILITY POLE.
 BP0662'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 BP0662'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0619 ***********************************************************************
 BP0619  DESIGNATION -  K 1414
 BP0619  PID         -  BP0619
 BP0619  STATE/COUNTY-  TX/PECOS
 BP0619  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0619
 BP0619                         *CURRENT SURVEY CONTROL
 BP0619  ___________________________________________________________________
 BP0619* NAD 83(1986)-  30 33 27.     (N)    102 33 41.     (W)     SCALED    
 BP0619* NAVD 88     -      1033.026  (meters)    3389.19   (feet)  ADJUSTED  
 BP0619  ___________________________________________________________________
 BP0619  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 BP0619  DYNAMIC HT  -        1031.421 (meters)    3383.92  (feet)  COMP
 BP0619  MODELED GRAV-     979,052.8   (mgal)                       NAVD 88
 BP0619
 BP0619  VERT ORDER  -  FIRST     CLASS II
 BP0619
 BP0619.The horizontal coordinates were scaled from a topographic map and have
 BP0619.an estimated accuracy of +/- 6 seconds.
 BP0619
 BP0619.The orthometric height was determined by differential leveling
 BP0619.and adjusted by the National Geodetic Survey in June 1991..
 BP0619
 BP0619.The geoid height was determined by GEOID03.
 BP0619
 BP0619.The dynamic height is computed by dividing the NAVD 88
 BP0619.geopotential number by the normal gravity value computed on the
 BP0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0619.degrees latitude (g = 980.6199 gals.).
 BP0619
 BP0619.The modeled gravity was interpolated from observed gravity values.
 BP0619
 BP0619;                    North         East    Units  Estimated Accuracy
 BP0619;SPC TX C     - 3,100,890.      486,270.      MT  (+/- 180 meters Scaled)
 BP0619
 BP0619                          SUPERSEDED SURVEY CONTROL
 BP0619
 BP0619.No superseded survey control is available for this station.
 BP0619
 BP0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP339830(NAD 83)
 BP0619_MARKER: I = METAL ROD
 BP0619_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0619+WITH SETTING: INFORMATION.
 BP0619_SP_SET: SHALLOW SET METAL ROD
 BP0619_STAMPING: K 1414 1981
 BP0619_MARK LOGO: NGS   
 BP0619_PROJECTION: FLUSH
 BP0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0619_ROD/PIPE-DEPTH: 0.9  meters
 BP0619
 BP0619  HISTORY     - Date     Condition        Report By
 BP0619  HISTORY     - 1981     MONUMENTED       NGS
 BP0619
 BP0619                          STATION DESCRIPTION
 BP0619
 BP0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0619'48.5 KM (30.1 MI) SE FROM FORT STOCKTON.
 BP0619'48.5 KM (30.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0619'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, AT A GRAVELED
 BP0619'ROAD LEADING EAST TO THE CERF RANCH, 17.8 METERS (58.4 FT) SOUTHWEST
 BP0619'OF THE CENTERLINE OF THE HIGHWAY, 11.3 METERS (37.1 FT) SOUTHEAST OF A
 BP0619'FENCE CORNER AND 6.0 METERS (19.7 FT) SOUTHEAST OF THE CENTER OF A
 BP0619'WHITE BOARD GATE AND FIELD ROAD LEADING WEST.  NOTE=ACCESS TO THE
 BP0619'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0619'THE MARK IS 0.5 METERS  NE FROM  A FENCE AND WITNESS POST
 BP0619'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0433 ***********************************************************************
 AZ0433  DESIGNATION -  K 1415
 AZ0433  PID         -  AZ0433
 AZ0433  STATE/COUNTY-  TX/VAL VERDE
 AZ0433  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0433
 AZ0433                         *CURRENT SURVEY CONTROL
 AZ0433  ___________________________________________________________________
 AZ0433* NAD 83(1986)-  29 34 28.     (N)    101 04 18.     (W)     SCALED    
 AZ0433* NAVD 88     -       390.819  (meters)    1282.21   (feet)  ADJUSTED  
 AZ0433  ___________________________________________________________________
 AZ0433  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 AZ0433  DYNAMIC HT  -         390.249 (meters)    1280.34  (feet)  COMP
 AZ0433  MODELED GRAV-     979,174.4   (mgal)                       NAVD 88
 AZ0433
 AZ0433  VERT ORDER  -  FIRST     CLASS II
 AZ0433
 AZ0433.The horizontal coordinates were scaled from a topographic map and have
 AZ0433.an estimated accuracy of +/- 6 seconds.
 AZ0433
 AZ0433.The orthometric height was determined by differential leveling
 AZ0433.and adjusted by the National Geodetic Survey in June 1991..
 AZ0433
 AZ0433.The geoid height was determined by GEOID03.
 AZ0433
 AZ0433.The dynamic height is computed by dividing the NAVD 88
 AZ0433.geopotential number by the normal gravity value computed on the
 AZ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0433.degrees latitude (g = 980.6199 gals.).
 AZ0433
 AZ0433.The modeled gravity was interpolated from observed gravity values.
 AZ0433
 AZ0433;                    North         East    Units  Estimated Accuracy
 AZ0433;SPC TXSC     - 4,194,740.      399,300.      MT  (+/- 180 meters Scaled)
 AZ0433
 AZ0433                          SUPERSEDED SURVEY CONTROL
 AZ0433
 AZ0433.No superseded survey control is available for this station.
 AZ0433
 AZ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT993734(NAD 83)
 AZ0433_MARKER: DB = BENCH MARK DISK
 AZ0433_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0433_SP_SET: ROCK OUTCROP
 AZ0433_STAMPING: K 1415 1981
 AZ0433_MARK LOGO: NGS   
 AZ0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0433+STABILITY: POSITION/ELEVATION WELL
 AZ0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0433+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0433
 AZ0433  HISTORY     - Date     Condition        Report By
 AZ0433  HISTORY     - 1981     MONUMENTED       NGS
 AZ0433  HISTORY     - 19990119 GOOD             USPSQD
 AZ0433  HISTORY     - 20030425 GOOD             USPSQD
 AZ0433
 AZ0433                          STATION DESCRIPTION
 AZ0433
 AZ0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0433'16.8 KM (10.45 MI) SE FROM COMSTOCK.
 AZ0433'16.8 KM (10.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0433'WITH STATE HIGHWAY 163 IN COMSTOCK, IN A 5 BY 20 FT EXPOSED AREA OF
 AZ0433'BEDROCK IN A DRAINAGE DITCH, 23.7 METERS (77.8 FT) EAST-SOUTHEAST OF
 AZ0433'THE CENTERLINE OF THE HIGHWAY, 16.9 METERS (55.4 FT) EAST-SOUTHEAST
 AZ0433'OF THE EAST GUARDRAIL, 7.3 METERS (24.0 FT) WEST-NORTHWEST OF A FENCE
 AZ0433'AND 7.3 METERS (24.0 FT) WEST-SOUTHWEST OF A UTILITY POLE.
 AZ0433'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 AZ0433'THE MARK IS 3.0 M BELOW THE HIGHWAY.
 AZ0433
 AZ0433                          STATION RECOVERY (1999)
 AZ0433
 AZ0433'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0433'RECOVERED IN GOOD CONDITION.
 AZ0433
 AZ0433                          STATION RECOVERY (2003)
 AZ0433
 AZ0433'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0409 ***********************************************************************
 AZ0409  DESIGNATION -  K 1416
 AZ0409  PID         -  AZ0409
 AZ0409  STATE/COUNTY-  TX/VAL VERDE
 AZ0409  USGS QUAD   -  SHUMLA (1973)
 AZ0409
 AZ0409                         *CURRENT SURVEY CONTROL
 AZ0409  ___________________________________________________________________
 AZ0409* NAD 83(1986)-  29 45 40.     (N)    101 23 09.     (W)     SCALED    
 AZ0409* NAVD 88     -       442.717  (meters)    1452.48   (feet)  ADJUSTED  
 AZ0409  ___________________________________________________________________
 AZ0409  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AZ0409  DYNAMIC HT  -         442.072 (meters)    1450.36  (feet)  COMP
 AZ0409  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 AZ0409
 AZ0409  VERT ORDER  -  FIRST     CLASS II
 AZ0409
 AZ0409.The horizontal coordinates were scaled from a topographic map and have
 AZ0409.an estimated accuracy of +/- 6 seconds.
 AZ0409
 AZ0409.The orthometric height was determined by differential leveling
 AZ0409.and adjusted by the National Geodetic Survey in June 1991..
 AZ0409
 AZ0409.The geoid height was determined by GEOID03.
 AZ0409
 AZ0409.The dynamic height is computed by dividing the NAVD 88
 AZ0409.geopotential number by the normal gravity value computed on the
 AZ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0409.degrees latitude (g = 980.6199 gals.).
 AZ0409
 AZ0409.The modeled gravity was interpolated from observed gravity values.
 AZ0409
 AZ0409;                    North         East    Units  Estimated Accuracy
 AZ0409;SPC TXSC     - 4,216,000.      369,290.      MT  (+/- 180 meters Scaled)
 AZ0409
 AZ0409                          SUPERSEDED SURVEY CONTROL
 AZ0409
 AZ0409.No superseded survey control is available for this station.
 AZ0409
 AZ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT693947(NAD 83)
 AZ0409_MARKER: DB = BENCH MARK DISK
 AZ0409_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0409_SP_SET: ROCK OUTCROP
 AZ0409_STAMPING: K 1416 1981
 AZ0409_MARK LOGO: NGS   
 AZ0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0409+STABILITY: POSITION/ELEVATION WELL
 AZ0409
 AZ0409  HISTORY     - Date     Condition        Report By
 AZ0409  HISTORY     - 1981     MONUMENTED       NGS
 AZ0409  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 AZ0409
 AZ0409                          STATION DESCRIPTION
 AZ0409
 AZ0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0409'21.6 KM (13.4 MI) SE FROM LANGTRY.
 AZ0409'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0409'OFFICE IN LANGTRY, THENCE 20.3 KM (12.6 MI) SOUTHEAST ALONG U.S.
 AZ0409'HIGHWAY 90, 0.4 KM (0.25 MI) SOUTH OF A ROADSIDE REST AREA, IN THE
 AZ0409'CENTER OF AN 8 BY 8 FT EXPOSED AREA OF OUTCROPPING BEDROCK AT THE
 AZ0409'SOUTH END OF A HIGHWAY CUT, 25.1 METERS (82.3 FT) EAST OF THE
 AZ0409'CENTERLINE OF THE HIGHWAY AND 5.6 METERS (18.4 FT) WEST OF A FENCE.
 AZ0409'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AZ0409'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 AZ0409
 AZ0409                          STATION RECOVERY (1999)
 AZ0409
 AZ0409'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0638 ***********************************************************************
 BP0638  DESIGNATION -  K 1417
 BP0638  PID         -  BP0638
 BP0638  STATE/COUNTY-  TX/TERRELL
 BP0638  USGS QUAD   -  BIG CANYON RANCH SW (1969)
 BP0638
 BP0638                         *CURRENT SURVEY CONTROL
 BP0638  ___________________________________________________________________
 BP0638* NAD 83(1986)-  30 16 18.     (N)    102 26 43.     (W)     SCALED    
 BP0638* NAVD 88     -       934.996  (meters)    3067.57   (feet)  ADJUSTED  
 BP0638  ___________________________________________________________________
 BP0638  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 BP0638  DYNAMIC HT  -         933.538 (meters)    3062.78  (feet)  COMP
 BP0638  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 BP0638
 BP0638  VERT ORDER  -  FIRST     CLASS II
 BP0638
 BP0638.The horizontal coordinates were scaled from a topographic map and have
 BP0638.an estimated accuracy of +/- 6 seconds.
 BP0638
 BP0638.The orthometric height was determined by differential leveling
 BP0638.and adjusted by the National Geodetic Survey in June 1991..
 BP0638
 BP0638.The geoid height was determined by GEOID03.
 BP0638
 BP0638.The dynamic height is computed by dividing the NAVD 88
 BP0638.geopotential number by the normal gravity value computed on the
 BP0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0638.degrees latitude (g = 980.6199 gals.).
 BP0638
 BP0638.The modeled gravity was interpolated from observed gravity values.
 BP0638
 BP0638;                    North         East    Units  Estimated Accuracy
 BP0638;SPC TXSC     - 4,275,130.      268,540.      MT  (+/- 180 meters Scaled)
 BP0638
 BP0638                          SUPERSEDED SURVEY CONTROL
 BP0638
 BP0638.No superseded survey control is available for this station.
 BP0638
 BP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP457516(NAD 83)
 BP0638_MARKER: I = METAL ROD
 BP0638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0638_SP_SET: STAINLESS STEEL ROD
 BP0638_STAMPING: K 1417 1981
 BP0638_MARK LOGO: NGS   
 BP0638_PROJECTION: FLUSH
 BP0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0638_ROD/PIPE-DEPTH: 3.0  meters
 BP0638
 BP0638  HISTORY     - Date     Condition        Report By
 BP0638  HISTORY     - 1981     MONUMENTED       NGS
 BP0638
 BP0638                          STATION DESCRIPTION
 BP0638
 BP0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0638'15.5 KM (9.65 MI) NNW FROM SANDERSON.
 BP0638'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0638'WITH U.S. HIGHWAY 90 IN SANDERSON, 0.7 KM (0.45 MI) NORTH OF A
 BP0638'GRAVELED ROAD LEADING WEST, 17.8 METERS (58.4 FT) WEST-NORTHWEST OF
 BP0638'THE CENTERLINE OF THE HIGHWAY AND 12.2 METERS (40.0 FT) WEST OF A
 BP0638'HIGHWAY INFORMATION SIGN (SANDERSON 10 DEL RIO 131).  NOTE=ACCESS TO
 BP0638'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0638'THE MARK IS 0.3 METERS  ESE FROM  A FENCE AND WITNESS POST
 BP0638'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0383 ***********************************************************************
 AZ0383  DESIGNATION -  K 1418
 AZ0383  PID         -  AZ0383
 AZ0383  STATE/COUNTY-  TX/TERRELL
 AZ0383  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0383
 AZ0383                         *CURRENT SURVEY CONTROL
 AZ0383  ___________________________________________________________________
 AZ0383* NAD 83(1986)-  29 54 09.     (N)    101 49 49.     (W)     SCALED    
 AZ0383* NAVD 88     -       513.068  (meters)    1683.29   (feet)  ADJUSTED  
 AZ0383  ___________________________________________________________________
 AZ0383  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AZ0383  DYNAMIC HT  -         512.308 (meters)    1680.80  (feet)  COMP
 AZ0383  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 AZ0383
 AZ0383  VERT ORDER  -  FIRST     CLASS II
 AZ0383
 AZ0383.The horizontal coordinates were scaled from a topographic map and have
 AZ0383.an estimated accuracy of +/- 6 seconds.
 AZ0383
 AZ0383.The orthometric height was determined by differential leveling
 AZ0383.and adjusted by the National Geodetic Survey in June 1991..
 AZ0383
 AZ0383.The geoid height was determined by GEOID03.
 AZ0383
 AZ0383.The dynamic height is computed by dividing the NAVD 88
 AZ0383.geopotential number by the normal gravity value computed on the
 AZ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0383.degrees latitude (g = 980.6199 gals.).
 AZ0383
 AZ0383.The modeled gravity was interpolated from observed gravity values.
 AZ0383
 AZ0383;                    North         East    Units  Estimated Accuracy
 AZ0383;SPC TXSC     - 4,232,630.      326,700.      MT  (+/- 180 meters Scaled)
 AZ0383
 AZ0383                          SUPERSEDED SURVEY CONTROL
 AZ0383
 AZ0383.No superseded survey control is available for this station.
 AZ0383
 AZ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU267113(NAD 83)
 AZ0383_MARKER: DB = BENCH MARK DISK
 AZ0383_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0383_SP_SET: ROCK OUTCROP
 AZ0383_STAMPING: K 1418 1981
 AZ0383_MARK LOGO: NGS   
 AZ0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0383+STABILITY: POSITION/ELEVATION WELL
 AZ0383
 AZ0383  HISTORY     - Date     Condition        Report By
 AZ0383  HISTORY     - 1981     MONUMENTED       NGS
 AZ0383
 AZ0383                          STATION DESCRIPTION
 AZ0383
 AZ0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0383'31.4 KM (19.5 MI) NW FROM LANGTRY.
 AZ0383'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0383'OFFICE IN LANGTRY, THENCE 30.1 KM (18.7 MI) WESTERLY ALONG U.S.
 AZ0383'HIGHWAY 90, 1.0 KM (0.6 MI) EAST OF A TRACK ROAD LEADING NORTH,
 AZ0383'17.8 METERS (58.4 FT) SOUTH OF A FENCE AND 8.8 METERS (28.9 FT)
 AZ0383'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 AZ0383'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AZ0383'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0763 ***********************************************************************
 BP0763  DESIGNATION -  K 1419
 BP0763  PID         -  BP0763
 BP0763  STATE/COUNTY-  TX/PECOS
 BP0763  USGS QUAD   -  NINEMILE RANCH (1979)
 BP0763
 BP0763                         *CURRENT SURVEY CONTROL
 BP0763  ___________________________________________________________________
 BP0763* NAD 83(1986)-  30 08 31.     (N)    102 35 32.     (W)     SCALED    
 BP0763* NAVD 88     -       991.970  (meters)    3254.49   (feet)  ADJUSTED  
 BP0763  ___________________________________________________________________
 BP0763  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BP0763  DYNAMIC HT  -         990.407 (meters)    3249.36  (feet)  COMP
 BP0763  MODELED GRAV-     979,033.3   (mgal)                       NAVD 88
 BP0763
 BP0763  VERT ORDER  -  FIRST     CLASS II
 BP0763
 BP0763.The horizontal coordinates were scaled from a topographic map and have
 BP0763.an estimated accuracy of +/- 6 seconds.
 BP0763
 BP0763.The orthometric height was determined by differential leveling
 BP0763.and adjusted by the National Geodetic Survey in June 1991..
 BP0763
 BP0763.The geoid height was determined by GEOID03.
 BP0763
 BP0763.The dynamic height is computed by dividing the NAVD 88
 BP0763.geopotential number by the normal gravity value computed on the
 BP0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0763.degrees latitude (g = 980.6199 gals.).
 BP0763
 BP0763.The modeled gravity was interpolated from observed gravity values.
 BP0763
 BP0763;                    North         East    Units  Estimated Accuracy
 BP0763;SPC TX C     - 3,054,900.      482,380.      MT  (+/- 180 meters Scaled)
 BP0763
 BP0763                          SUPERSEDED SURVEY CONTROL
 BP0763
 BP0763.No superseded survey control is available for this station.
 BP0763
 BP0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP319369(NAD 83)
 BP0763_MARKER: I = METAL ROD
 BP0763_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0763_SP_SET: STAINLESS STEEL ROD
 BP0763_STAMPING: K 1419 1981
 BP0763_MARK LOGO: NGS   
 BP0763_PROJECTION: FLUSH
 BP0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0763_ROD/PIPE-DEPTH: 11.0 meters
 BP0763
 BP0763  HISTORY     - Date     Condition        Report By
 BP0763  HISTORY     - 1981     MONUMENTED       NGS
 BP0763
 BP0763                          STATION DESCRIPTION
 BP0763
 BP0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0763'21.5 KM (13.35 MI) WEST FROM SANDERSON.
 BP0763'0.2 KM (0.1 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0763'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 21.3 KM (13.25 MI) WEST
 BP0763'ALONG U.S. HIGHWAY 90, AT A POWERLINE CROSSING, 0.2 KM (0.1 MI)
 BP0763'NORTHWEST OF RAILROAD MILEMARKER 529, 30.5 METERS (100.1 FT) NORTHEAST
 BP0763'OF THE CENTERLINE OF THE HIGHWAY AND 12.2 METERS (40.0 FT)
 BP0763'WEST-NORTHWEST OF A POWERPOLE.  NOTE=ACCESS TO THE DATUM POINT IS
 BP0763'THROUGH A 5-INCH LOGO CAP.
 BP0763'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 BP0763'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0053 ***********************************************************************
 DQ0053  DESIGNATION -  K 142
 DQ0053  PID         -  DQ0053
 DQ0053  STATE/COUNTY-  TX/LUBBOCK
 DQ0053  USGS QUAD   -  BUSTERVILLE (1985)
 DQ0053
 DQ0053                         *CURRENT SURVEY CONTROL
 DQ0053  ___________________________________________________________________
 DQ0053* NAD 83(1986)-  33 29 26.     (N)    102 02 36.     (W)     SCALED    
 DQ0053* NAVD 88     -      1012.106  (meters)    3320.55   (feet)  ADJUSTED  
 DQ0053  ___________________________________________________________________
 DQ0053  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 DQ0053  DYNAMIC HT  -        1010.788 (meters)    3316.23  (feet)  COMP
 DQ0053  MODELED GRAV-     979,300.3   (mgal)                       NAVD 88
 DQ0053
 DQ0053  VERT ORDER  -  FIRST     CLASS II
 DQ0053
 DQ0053.The horizontal coordinates were scaled from a topographic map and have
 DQ0053.an estimated accuracy of +/- 6 seconds.
 DQ0053
 DQ0053.The orthometric height was determined by differential leveling
 DQ0053.and adjusted by the National Geodetic Survey in June 1991..
 DQ0053
 DQ0053.The geoid height was determined by GEOID03.
 DQ0053
 DQ0053.The dynamic height is computed by dividing the NAVD 88
 DQ0053.geopotential number by the normal gravity value computed on the
 DQ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0053.degrees latitude (g = 980.6199 gals.).
 DQ0053
 DQ0053.The modeled gravity was interpolated from observed gravity values.
 DQ0053
 DQ0053;                    North         East    Units  Estimated Accuracy
 DQ0053;SPC TXNC     - 2,207,810.      270,800.      MT  (+/- 180 meters Scaled)
 DQ0053
 DQ0053                          SUPERSEDED SURVEY CONTROL
 DQ0053
 DQ0053  NGVD 29 (??/??/92) 1011.734  (m)         3319.33   (f) ADJ UNCH    1 2
 DQ0053
 DQ0053.Superseded values are not recommended for survey control.
 DQ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0053.See file dsdata.txt to determine how the superseded data were derived.
 DQ0053
 DQ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT747095(NAD 83)
 DQ0053_MARKER: DB = BENCH MARK DISK
 DQ0053_SETTING: 0 = UNSPECIFIED SETTING
 DQ0053_STAMPING: K 142 1933
 DQ0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0053
 DQ0053  HISTORY     - Date     Condition        Report By
 DQ0053  HISTORY     - 1933     MONUMENTED       CGS
 DQ0053  HISTORY     - 1934     GOOD             NGS
 DQ0053  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0053  HISTORY     - 1980     MARK NOT FOUND   USGS
 DQ0053
 DQ0053                          STATION DESCRIPTION
 DQ0053
 DQ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0053'2.2 MI SW FROM WOLFFORTH.
 DQ0053'2.2 MI. S.W. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0053'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0053'RAILROAD, 71 3/4 RAIL LENGTHS, APPROXIMATELY 790 YARDS SOUTHWEST OF
 DQ0053'MILE POLE 13, 17 RAIL LENGTHS NORTHEAST OF WOODEN TRESTLE 13 A, 4 RAIL
 DQ0053'LENGTHS SOUTHWEST OF PUBLIC CROSSING, 46 FEET NORTHWEST OF THE TRACK,
 DQ0053'1 FOOT SOUTHEAST OF RIGHT OF WAY FENCE.  STANDARD DISK, STAMPED K 142
 DQ0053'1933.
 DQ0053
 DQ0053                          STATION RECOVERY (1963)
 DQ0053
 DQ0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0053'MARK NOT FOUND.
 DQ0053
 DQ0053                          STATION RECOVERY (1980)
 DQ0053
 DQ0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DQ0053'VERY LIKELY THIS MARK IS COVERED WITH SOIL, OR POSSIBLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1300 ***********************************************************************
 AE1300  DESIGNATION -  K 1420
 AE1300  PID         -  AE1300
 AE1300  STATE/COUNTY-  TX/STARR
 AE1300  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1300
 AE1300                         *CURRENT SURVEY CONTROL
 AE1300  ___________________________________________________________________
 AE1300* NAD 83(1986)-  26 27 47.     (N)    099 02 02.     (W)     SCALED    
 AE1300* NAVD 88     -       114.374  (meters)     375.24   (feet)  ADJUSTED  
 AE1300  ___________________________________________________________________
 AE1300  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AE1300  DYNAMIC HT  -         114.186 (meters)     374.63  (feet)  COMP
 AE1300  MODELED GRAV-     978,999.5   (mgal)                       NAVD 88
 AE1300
 AE1300  VERT ORDER  -  FIRST     CLASS II
 AE1300
 AE1300.The horizontal coordinates were scaled from a topographic map and have
 AE1300.an estimated accuracy of +/- 6 seconds.
 AE1300
 AE1300.The orthometric height was determined by differential leveling
 AE1300.and adjusted by the National Geodetic Survey in June 1991..
 AE1300
 AE1300.The geoid height was determined by GEOID03.
 AE1300
 AE1300.The dynamic height is computed by dividing the NAVD 88
 AE1300.geopotential number by the normal gravity value computed on the
 AE1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1300.degrees latitude (g = 980.6199 gals.).
 AE1300
 AE1300.The modeled gravity was interpolated from observed gravity values.
 AE1300
 AE1300;                    North         East    Units  Estimated Accuracy
 AE1300;SPC TX S     - 5,088,350.      246,760.      MT  (+/- 180 meters Scaled)
 AE1300
 AE1300                          SUPERSEDED SURVEY CONTROL
 AE1300
 AE1300.No superseded survey control is available for this station.
 AE1300
 AE1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ966269(NAD 83)
 AE1300_MARKER: I = METAL ROD
 AE1300_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1300_SP_SET: STAINLESS STEEL ROD
 AE1300_STAMPING: K 1420 1981
 AE1300_MARK LOGO: NGS   
 AE1300_PROJECTION: FLUSH
 AE1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1300_ROD/PIPE-DEPTH: 3.7  meters
 AE1300
 AE1300  HISTORY     - Date     Condition        Report By
 AE1300  HISTORY     - 1981     MONUMENTED       NGS
 AE1300
 AE1300                          STATION DESCRIPTION
 AE1300
 AE1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1300'6.1 KM (3.8 MI) NNW FROM ROMA.
 AE1300'6.1 KM (3.8 MI) NORTH NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST
 AE1300'OFFICE IN ROMA, ALSO 0.32 KM (0.2 MI) NORTHWEST OF A HISTORICAL
 AE1300'MARKER, 14.8 METERS (48.7 FT) SOUTHWEST OF CENTER OF HIGHWAY,
 AE1300'0.30 METERS (1.0 FT) NORTHEAST OF A FENCE LINE, 18.4 METERS (60.4 FT)
 AE1300'SOUTHEAST OF CENTER OF A METAL GATE, 21.0 METERS (69.0 FT) SOUTHEAST
 AE1300'OF A TELEPHONE CABLE WARNING SIGN, AND 0.67 METERS (2.2 FT) SOUTHWEST
 AE1300'OF A 4 FT HIGH WOODEN RIGHT OF WAY POST.
 AE1300'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 AE1300'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1228 ***********************************************************************
 AE1228  DESIGNATION -  K 1421
 AE1228  PID         -  AE1228
 AE1228  STATE/COUNTY-  TX/HIDALGO
 AE1228  USGS QUAD   -  PHARR (1983)
 AE1228
 AE1228                         *CURRENT SURVEY CONTROL
 AE1228  ___________________________________________________________________
 AE1228* NAD 83(1986)-  26 10 14.     (N)    098 11 16.     (W)     SCALED    
 AE1228* NAVD 88     -        27.083  (meters)      88.85   (feet)  ADJUSTED  
 AE1228  ___________________________________________________________________
 AE1228  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AE1228  DYNAMIC HT  -          27.038 (meters)      88.71  (feet)  COMP
 AE1228  MODELED GRAV-     978,992.0   (mgal)                       NAVD 88
 AE1228
 AE1228  VERT ORDER  -  FIRST     CLASS II
 AE1228
 AE1228.The horizontal coordinates were scaled from a topographic map and have
 AE1228.an estimated accuracy of +/- 6 seconds.
 AE1228
 AE1228.The orthometric height was determined by differential leveling
 AE1228.and adjusted by the National Geodetic Survey in June 1991..
 AE1228
 AE1228.The geoid height was determined by GEOID03.
 AE1228
 AE1228.The dynamic height is computed by dividing the NAVD 88
 AE1228.geopotential number by the normal gravity value computed on the
 AE1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1228.degrees latitude (g = 980.6199 gals.).
 AE1228
 AE1228.The modeled gravity was interpolated from observed gravity values.
 AE1228
 AE1228;                    North         East    Units  Estimated Accuracy
 AE1228;SPC TX S     - 5,055,870.      331,210.      MT  (+/- 180 meters Scaled)
 AE1228
 AE1228                          SUPERSEDED SURVEY CONTROL
 AE1228
 AE1228.No superseded survey control is available for this station.
 AE1228
 AE1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP811948(NAD 83)
 AE1228_MARKER: I = METAL ROD
 AE1228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1228_SP_SET: STAINLESS STEEL ROD
 AE1228_STAMPING: K 1421 1981
 AE1228_MARK LOGO: NGS   
 AE1228_PROJECTION: FLUSH
 AE1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1228_ROD/PIPE-DEPTH: 9.75 meters
 AE1228
 AE1228  HISTORY     - Date     Condition        Report By
 AE1228  HISTORY     - 1981     MONUMENTED       NGS
 AE1228
 AE1228                          STATION DESCRIPTION
 AE1228
 AE1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1228'2.7 KM (1.65 MI) SOUTH FROM PHARR.
 AE1228'2.7 KM (1.65 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE1228'U.S. HIGHWAY 83 BUSINESS AT PHARR, AT A SEWAGE DISPOSAL SITE,
 AE1228'16.2 METERS (53.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 AE1228'72.3 METERS (237.2 FT) SOUTH OF THE CENTER OF THE NORTH ENTRANCE TO
 AE1228'THE SITE, 13.4 METERS (44.0 FT) NORTH OF THE CENTER OF THE SOUTH
 AE1228'ENTRANCE TO THE SITE, 31.1 METERS (102.0 FT) NORTH OF A NATURAL GAS
 AE1228'PIPELINE CROSSING, 84.4 METERS (277.0 FT) NORTH NORTHEAST OF THE
 AE1228'NORTHEAST CORNER OF A SMALL BRIDGE OVER A CREEK, 4.5 (14.6 FT) NORTH
 AE1228'OF A POWERLINE POLE, AND 0.61 METERS (2.0 FT) WEST OF A CHAIN LINK
 AE1228'FENCE LINE.
 AE1228'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 AE1228'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1099 ***********************************************************************
 AJ1099  DESIGNATION -  K 1422
 AJ1099  PID         -  AJ1099
 AJ1099  STATE/COUNTY-  TX/WEBB
 AJ1099  USGS QUAD   -  LAREDO WEST (1980)
 AJ1099
 AJ1099                         *CURRENT SURVEY CONTROL
 AJ1099  ___________________________________________________________________
 AJ1099* NAD 83(1986)-  27 33 04.     (N)    099 30 32.     (W)     SCALED    
 AJ1099* NAVD 88     -       129.301  (meters)     424.21   (feet)  ADJUSTED  
 AJ1099  ___________________________________________________________________
 AJ1099  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AJ1099  DYNAMIC HT  -         129.097 (meters)     423.55  (feet)  COMP
 AJ1099  MODELED GRAV-     979,069.7   (mgal)                       NAVD 88
 AJ1099
 AJ1099  VERT ORDER  -  FIRST     CLASS II
 AJ1099
 AJ1099.The horizontal coordinates were scaled from a topographic map and have
 AJ1099.an estimated accuracy of +/- 6 seconds.
 AJ1099
 AJ1099.The orthometric height was determined by differential leveling
 AJ1099.and adjusted by the National Geodetic Survey in June 1991..
 AJ1099
 AJ1099.The geoid height was determined by GEOID03.
 AJ1099
 AJ1099.The dynamic height is computed by dividing the NAVD 88
 AJ1099.geopotential number by the normal gravity value computed on the
 AJ1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1099.degrees latitude (g = 980.6199 gals.).
 AJ1099
 AJ1099.The modeled gravity was interpolated from observed gravity values.
 AJ1099
 AJ1099;                    North         East    Units  Estimated Accuracy
 AJ1099;SPC TX S     - 5,209,180.      200,360.      MT  (+/- 180 meters Scaled)
 AJ1099
 AJ1099                          SUPERSEDED SURVEY CONTROL
 AJ1099
 AJ1099.No superseded survey control is available for this station.
 AJ1099
 AJ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR497475(NAD 83)
 AJ1099_MARKER: I = METAL ROD
 AJ1099_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1099_SP_SET: STAINLESS STEEL ROD
 AJ1099_STAMPING: K 1422 1981
 AJ1099_MARK LOGO: NGS   
 AJ1099_PROJECTION: RECESSED 3 CENTIMETERS
 AJ1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1099_ROD/PIPE-DEPTH: 6.4  meters
 AJ1099
 AJ1099  HISTORY     - Date     Condition        Report By
 AJ1099  HISTORY     - 1981     MONUMENTED       NGS
 AJ1099  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AJ1099
 AJ1099                          STATION DESCRIPTION
 AJ1099
 AJ1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1099'5.2 KM (3.25 MI) NORTH FROM LAREDO.
 AJ1099'ONE AND ONE HALF BLOCKS (0.1 MI) WEST ALONG MAIAMOROS STREET FROM THE
 AJ1099'POST OFFICE IN LAREDO, THENCE 5.1 KM (3.15 MI) NORTH ALONG SANTA MARIA
 AJ1099'AVENUE TO HOLDING STREET SET AT A POWERLINE POLE WITH TWO GUY WIRES
 AJ1099'NEAR THE NORTHERN ONE OF TWO HOLDING INSTITUTE SIGNS, 32.0 METERS
 AJ1099'(105.0 FT) WEST OF THE CENTER OF SANTA MARIA AVENUE, 7.8 METERS
 AJ1099'(25.5 FT) NORTH OF THE CENTERLINE OF HOLDING STREET, 68.6 METERS
 AJ1099'(225.0) FT EAST OF THE EAST RAIL OF THE MAINTRACK OF THE MISSOURI
 AJ1099'PACIFIC RAILROAD, 3.6 METERS (11.7 FT) SOUTHWEST OF THE SOUTHWESTERN
 AJ1099'END OF THE SIGN, 7.9 METERS (23.0 FT) SOUTH OF A GUY WIRE ANCHOR,
 AJ1099'1.2 METERS (4.0 FT) WEST OF THE POWERPOLE, NOTE, ROD DRIVEN TO
 AJ1099'REFUSAL.
 AJ1099'THE MARK IS ABOVE LEVEL WITH HOLDING STREET.
 AJ1099
 AJ1099                          STATION RECOVERY (2002)
 AJ1099
 AJ1099'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0685 ***********************************************************************
 BP0685  DESIGNATION -  K 1426
 BP0685  PID         -  BP0685
 BP0685  STATE/COUNTY-  TX/PECOS
 BP0685  USGS QUAD   -  SADDLE BUTTE (1970)
 BP0685
 BP0685                         *CURRENT SURVEY CONTROL
 BP0685  ___________________________________________________________________
 BP0685* NAD 83(1986)-  30 55 58.     (N)    102 36 03.     (W)     SCALED    
 BP0685* NAVD 88     -       858.118  (meters)    2815.34   (feet)  ADJUSTED  
 BP0685  ___________________________________________________________________
 BP0685  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 BP0685  DYNAMIC HT  -         856.843 (meters)    2811.16  (feet)  COMP
 BP0685  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 BP0685
 BP0685  VERT ORDER  -  FIRST     CLASS II
 BP0685
 BP0685.The horizontal coordinates were scaled from a topographic map and have
 BP0685.an estimated accuracy of +/- 6 seconds.
 BP0685
 BP0685.The orthometric height was determined by differential leveling
 BP0685.and adjusted by the National Geodetic Survey in June 1991..
 BP0685
 BP0685.The geoid height was determined by GEOID03.
 BP0685
 BP0685.The dynamic height is computed by dividing the NAVD 88
 BP0685.geopotential number by the normal gravity value computed on the
 BP0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0685.degrees latitude (g = 980.6199 gals.).
 BP0685
 BP0685.The modeled gravity was interpolated from observed gravity values.
 BP0685
 BP0685;                    North         East    Units  Estimated Accuracy
 BP0685;SPC TX C     - 3,142,560.      483,330.      MT  (+/- 180 meters Scaled)
 BP0685
 BP0685                          SUPERSEDED SURVEY CONTROL
 BP0685
 BP0685.No superseded survey control is available for this station.
 BP0685
 BP0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ292246(NAD 83)
 BP0685_MARKER: I = METAL ROD
 BP0685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0685_SP_SET: STAINLESS STEEL ROD
 BP0685_STAMPING: K 1426 1981
 BP0685_MARK LOGO: NGS   
 BP0685_PROJECTION: FLUSH
 BP0685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0685+STABILITY: POSITION/ELEVATION WELL
 BP0685_ROD/PIPE-DEPTH: 5.2  meters
 BP0685
 BP0685  HISTORY     - Date     Condition        Report By
 BP0685  HISTORY     - 1981     MONUMENTED       NGS
 BP0685
 BP0685                          STATION DESCRIPTION
 BP0685
 BP0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0685'25.5 KM (15.85 MI) SW FROM GIRVIN.
 BP0685'25.5 KM (15.85 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 BP0685'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN, 24.0 METERS (78.7 FT)
 BP0685'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 21.4 METERS (70.2 FT)
 BP0685'EAST OF THE NORTHEAST END OF A BOX CULVERT.  NOTE=ACCESS TO THE DATUM
 BP0685'POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0685'THE MARK IS 0.3 METERS  NW FROM  A FENCE AND WITNESS POST
 BP0685'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0662 ***********************************************************************
 CC0662  DESIGNATION -  K 1427
 CC0662  PID         -  CC0662
 CC0662  STATE/COUNTY-  TX/UPTON
 CC0662  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0662
 CC0662                         *CURRENT SURVEY CONTROL
 CC0662  ___________________________________________________________________
 CC0662* NAD 83(1986)-  31 08 35.     (N)    102 12 28.     (W)     SCALED    
 CC0662* NAVD 88     -       756.314  (meters)    2481.34   (feet)  ADJUSTED  
 CC0662  ___________________________________________________________________
 CC0662  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CC0662  DYNAMIC HT  -         755.227 (meters)    2477.77  (feet)  COMP
 CC0662  MODELED GRAV-     979,177.7   (mgal)                       NAVD 88
 CC0662
 CC0662  VERT ORDER  -  FIRST     CLASS II
 CC0662
 CC0662.The horizontal coordinates were scaled from a topographic map and have
 CC0662.an estimated accuracy of +/- 6 seconds.
 CC0662
 CC0662.The orthometric height was determined by differential leveling
 CC0662.and adjusted by the National Geodetic Survey in June 1991..
 CC0662
 CC0662.The geoid height was determined by GEOID03.
 CC0662
 CC0662.The dynamic height is computed by dividing the NAVD 88
 CC0662.geopotential number by the normal gravity value computed on the
 CC0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0662.degrees latitude (g = 980.6199 gals.).
 CC0662
 CC0662.The modeled gravity was interpolated from observed gravity values.
 CC0662
 CC0662;                    North         East    Units  Estimated Accuracy
 CC0662;SPC TX C     - 3,165,170.      521,280.      MT  (+/- 180 meters Scaled)
 CC0662
 CC0662                          SUPERSEDED SURVEY CONTROL
 CC0662
 CC0662.No superseded survey control is available for this station.
 CC0662
 CC0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ662488(NAD 83)
 CC0662_MARKER: I = METAL ROD
 CC0662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0662_SP_SET: STAINLESS STEEL ROD
 CC0662_STAMPING: K 1427 1981
 CC0662_MARK LOGO: NGS   
 CC0662_PROJECTION: FLUSH
 CC0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CC0662+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 CC0662_ROD/PIPE-DEPTH: 4.9  meters
 CC0662
 CC0662  HISTORY     - Date     Condition        Report By
 CC0662  HISTORY     - 1981     MONUMENTED       NGS
 CC0662  HISTORY     - 20010821 GOOD             INDIV
 CC0662
 CC0662                          STATION DESCRIPTION
 CC0662
 CC0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0662'1.8 KM (1.1 MI) NE FROM MCCAMEY.
 CC0662'1.8 KM (1.1 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CC0662'FARM ROAD 305 IN MCCAMEY, 45.1 METERS (148.0 FT) EAST OF THE CENTER OF
 CC0662'A PIPELINE AND 22.6 METERS (74.1 FT) NORTH OF THE CENTERLINE OF THE
 CC0662'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0662'THE MARK IS 0.3 METERS  S FROM  A FENCE AND WITNESS POST
 CC0662'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CC0662
 CC0662                          STATION RECOVERY (2001)
 CC0662
 CC0662'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (AMW)
 CC0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0680 ***********************************************************************
 CB0680  DESIGNATION -  K 1428
 CB0680  PID         -  CB0680
 CB0680  STATE/COUNTY-  TX/REAGAN
 CB0680  USGS QUAD   -  TEXON (1970)
 CB0680
 CB0680                         *CURRENT SURVEY CONTROL
 CB0680  ___________________________________________________________________
 CB0680* NAD 83(1986)-  31 13 54.     (N)    101 40 40.     (W)     SCALED    
 CB0680* NAVD 88     -       820.386  (meters)    2691.55   (feet)  ADJUSTED  
 CB0680  ___________________________________________________________________
 CB0680  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CB0680  DYNAMIC HT  -         819.190 (meters)    2687.63  (feet)  COMP
 CB0680  MODELED GRAV-     979,155.5   (mgal)                       NAVD 88
 CB0680
 CB0680  VERT ORDER  -  FIRST     CLASS II
 CB0680
 CB0680.The horizontal coordinates were scaled from a topographic map and have
 CB0680.an estimated accuracy of +/- 6 seconds.
 CB0680
 CB0680.The orthometric height was determined by differential leveling
 CB0680.and adjusted by the National Geodetic Survey in June 1991..
 CB0680
 CB0680.The geoid height was determined by GEOID03.
 CB0680
 CB0680.The dynamic height is computed by dividing the NAVD 88
 CB0680.geopotential number by the normal gravity value computed on the
 CB0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0680.degrees latitude (g = 980.6199 gals.).
 CB0680
 CB0680.The modeled gravity was interpolated from observed gravity values.
 CB0680
 CB0680;                    North         East    Units  Estimated Accuracy
 CB0680;SPC TX C     - 3,174,260.      571,930.      MT  (+/- 180 meters Scaled)
 CB0680
 CB0680                          SUPERSEDED SURVEY CONTROL
 CB0680
 CB0680.No superseded survey control is available for this station.
 CB0680
 CB0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV449583(NAD 83)
 CB0680_MARKER: I = METAL ROD
 CB0680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0680_SP_SET: STAINLESS STEEL ROD
 CB0680_STAMPING: K 1428 1981
 CB0680_MARK LOGO: NGS   
 CB0680_PROJECTION: FLUSH
 CB0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0680+STABILITY: POSITION/ELEVATION WELL
 CB0680_ROD/PIPE-DEPTH: 4.6  meters
 CB0680
 CB0680  HISTORY     - Date     Condition        Report By
 CB0680  HISTORY     - 1981     MONUMENTED       NGS
 CB0680
 CB0680                          STATION DESCRIPTION
 CB0680
 CB0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0680'20.4 KM (12.65 MI) WEST FROM BIG LAKE.
 CB0680'20.4 KM (12.65 MI) WESTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CB0680'WITH STATE HIGHWAY 137 IN BIG LAKE, 19.1 METERS (62.7 FT) SOUTH OF THE
 CB0680'CENTERLINE OF THE HIGHWAY, 13.9 METERS (45.6 FT) EAST OF THE CENTER OF
 CB0680'A DIRT ROAD LEADING SOUTH AND 1.4 METERS (4.6 FT) EAST OF A UTILITY
 CB0680'POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CB0680'5-INCH LOGO CAP.
 CB0680'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 CB0680'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0752 ***********************************************************************
 CA0752  DESIGNATION -  K 1429
 CA0752  PID         -  CA0752
 CA0752  STATE/COUNTY-  TX/MCCULLOCH
 CA0752  USGS QUAD   -  MELVIN (1960)
 CA0752
 CA0752                         *CURRENT SURVEY CONTROL
 CA0752  ___________________________________________________________________
 CA0752* NAD 83(1986)-  31 12 01.     (N)    099 31 45.     (W)     SCALED    
 CA0752* NAVD 88     -       568.607  (meters)    1865.50   (feet)  ADJUSTED  
 CA0752  ___________________________________________________________________
 CA0752  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CA0752  DYNAMIC HT  -         567.836 (meters)    1862.98  (feet)  COMP
 CA0752  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 CA0752
 CA0752  VERT ORDER  -  FIRST     CLASS II
 CA0752
 CA0752.The horizontal coordinates were scaled from a topographic map and have
 CA0752.an estimated accuracy of +/- 6 seconds.
 CA0752
 CA0752.The orthometric height was determined by differential leveling
 CA0752.and adjusted by the National Geodetic Survey in June 1991..
 CA0752
 CA0752.The geoid height was determined by GEOID03.
 CA0752
 CA0752.The dynamic height is computed by dividing the NAVD 88
 CA0752.geopotential number by the normal gravity value computed on the
 CA0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0752.degrees latitude (g = 980.6199 gals.).
 CA0752
 CA0752.The modeled gravity was interpolated from observed gravity values.
 CA0752
 CA0752;                    North         East    Units  Estimated Accuracy
 CA0752;SPC TX C     - 3,170,290.      776,630.      MT  (+/- 180 meters Scaled)
 CA0752
 CA0752                          SUPERSEDED SURVEY CONTROL
 CA0752
 CA0752.No superseded survey control is available for this station.
 CA0752
 CA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV495519(NAD 83)
 CA0752_MARKER: I = METAL ROD
 CA0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0752_SP_SET: STAINLESS STEEL ROD
 CA0752_STAMPING: K 1429 1981
 CA0752_MARK LOGO: NGS   
 CA0752_PROJECTION: FLUSH
 CA0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0752_ROD/PIPE-DEPTH: 4.0  meters
 CA0752
 CA0752  HISTORY     - Date     Condition        Report By
 CA0752  HISTORY     - 1981     MONUMENTED       NGS
 CA0752  HISTORY     - 19990221 GOOD             USPSQD
 CA0752  HISTORY     - 20010219 POOR             USPSQD
 CA0752
 CA0752                          STATION DESCRIPTION
 CA0752
 CA0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0752'20.65 KM (12.85 MI) NW FROM BRADY.
 CA0752'20.7 KM (12.85 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM THE
 CA0752'COURTHOUSE IN BRADY, 0.2 KM (0.1 MI) EAST OF A GRAVELED ROAD LEADING
 CA0752'SOUTH AND 14.6 METERS (47.9 FT) NORTH OF THE CENTERLINE OF THE
 CA0752'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0752'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 CA0752'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0752
 CA0752                          STATION RECOVERY (1999)
 CA0752
 CA0752'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0752'RECOVERED IN GOOD CONDITION.
 CA0752
 CA0752                          STATION RECOVERY (2001)
 CA0752
 CA0752'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CA0752'MONUMENT TILTED AT 30 DEGREE ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0185 ***********************************************************************
 CV0185  DESIGNATION -  K 143
 CV0185  PID         -  CV0185
 CV0185  STATE/COUNTY-  TX/GAINES
 CV0185  USGS QUAD   -  SEAGRAVES SW (1970)
 CV0185
 CV0185                         *CURRENT SURVEY CONTROL
 CV0185  ___________________________________________________________________
 CV0185* NAD 83(1986)-  32 48 27.     (N)    102 38 27.     (W)     SCALED    
 CV0185* NAVD 88     -      1024.609  (meters)    3361.57   (feet)  ADJUSTED  
 CV0185  ___________________________________________________________________
 CV0185  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 CV0185  DYNAMIC HT  -        1023.241 (meters)    3357.08  (feet)  COMP
 CV0185  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 CV0185
 CV0185  VERT ORDER  -  FIRST     CLASS II
 CV0185
 CV0185.The horizontal coordinates were scaled from a topographic map and have
 CV0185.an estimated accuracy of +/- 6 seconds.
 CV0185
 CV0185.The orthometric height was determined by differential leveling
 CV0185.and adjusted by the National Geodetic Survey in June 1991..
 CV0185
 CV0185.The geoid height was determined by GEOID03.
 CV0185
 CV0185.The dynamic height is computed by dividing the NAVD 88
 CV0185.geopotential number by the normal gravity value computed on the
 CV0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0185.degrees latitude (g = 980.6199 gals.).
 CV0185
 CV0185.The modeled gravity was interpolated from observed gravity values.
 CV0185
 CV0185;                    North         East    Units  Estimated Accuracy
 CV0185;SPC TXNC     - 2,134,150.      212,330.      MT  (+/- 180 meters Scaled)
 CV0185
 CV0185                          SUPERSEDED SURVEY CONTROL
 CV0185
 CV0185  NGVD 29 (??/??/92) 1024.306  (m)         3360.58   (f) ADJ UNCH    1 2
 CV0185
 CV0185.Superseded values are not recommended for survey control.
 CV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0185.See file dsdata.txt to determine how the superseded data were derived.
 CV0185
 CV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS208324(NAD 83)
 CV0185_MARKER: DB = BENCH MARK DISK
 CV0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0185_STAMPING: 3360.577 K 143 1934
 CV0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0185+STABILITY: SURFACE MOTION
 CV0185
 CV0185  HISTORY     - Date     Condition        Report By
 CV0185  HISTORY     - 1934     MONUMENTED       CGS
 CV0185  HISTORY     - 1963     MARK NOT FOUND   NGS
 CV0185  HISTORY     - 1969     MARK NOT FOUND   USGS
 CV0185
 CV0185                          STATION DESCRIPTION
 CV0185
 CV0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CV0185'6.2 MI N FROM SEMINOLE.
 CV0185'6.2 MILES NORTH ALONG STATE HIGHWAY 137 FROM THE COURTHOUSE AT
 CV0185'SEMINOLE, GAINES COUNTY, 99 FEET WEST OF A GATE ENTRANCE TO THE REV.
 CV0185'P. FLORENCE FARM, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 CV0185'1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 CV0185'3360.577 K 143 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CV0185
 CV0185                          STATION RECOVERY (1969)
 CV0185
 CV0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CV0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0726 ***********************************************************************
 CA0726  DESIGNATION -  K 1430
 CA0726  PID         -  CA0726
 CA0726  STATE/COUNTY-  TX/CONCHO
 CA0726  USGS QUAD   -  LIVE OAK (1970)
 CA0726
 CA0726                         *CURRENT SURVEY CONTROL
 CA0726  ___________________________________________________________________
 CA0726* NAD 83(1986)-  31 13 24.     (N)    099 58 26.     (W)     SCALED    
 CA0726* NAVD 88     -       660.999  (meters)    2168.63   (feet)  ADJUSTED  
 CA0726  ___________________________________________________________________
 CA0726  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CA0726  DYNAMIC HT  -         660.083 (meters)    2165.62  (feet)  COMP
 CA0726  MODELED GRAV-     979,232.0   (mgal)                       NAVD 88
 CA0726
 CA0726  VERT ORDER  -  FIRST     CLASS II
 CA0726
 CA0726.The horizontal coordinates were scaled from a topographic map and have
 CA0726.an estimated accuracy of +/- 6 seconds.
 CA0726
 CA0726.The orthometric height was determined by differential leveling
 CA0726.and adjusted by the National Geodetic Survey in June 1991..
 CA0726
 CA0726.The geoid height was determined by GEOID03.
 CA0726
 CA0726.The dynamic height is computed by dividing the NAVD 88
 CA0726.geopotential number by the normal gravity value computed on the
 CA0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0726.degrees latitude (g = 980.6199 gals.).
 CA0726
 CA0726.The modeled gravity was interpolated from observed gravity values.
 CA0726
 CA0726;                    North         East    Units  Estimated Accuracy
 CA0726;SPC TX C     - 3,172,620.      734,240.      MT  (+/- 180 meters Scaled)
 CA0726
 CA0726                          SUPERSEDED SURVEY CONTROL
 CA0726
 CA0726.No superseded survey control is available for this station.
 CA0726
 CA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV072547(NAD 83)
 CA0726_MARKER: I = METAL ROD
 CA0726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0726_SP_SET: STAINLESS STEEL ROD
 CA0726_STAMPING: K 1430 1981
 CA0726_MARK LOGO: NGS   
 CA0726_PROJECTION: FLUSH
 CA0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0726_ROD/PIPE-DEPTH: 3.0  meters
 CA0726
 CA0726  HISTORY     - Date     Condition        Report By
 CA0726  HISTORY     - 1981     MONUMENTED       NGS
 CA0726  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA0726
 CA0726                          STATION DESCRIPTION
 CA0726
 CA0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0726'12.5 KM (7.75 MI) WEST FROM EDEN.
 CA0726'12.5 KM (7.75 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS
 CA0726'JUNCTION WITH U.S. HIGHWAY 83 IN EDEN, 19.8 METERS (65.0 FT) SOUTHWEST
 CA0726'OF THE CENTERLINE OF THE HIGHWAY AND 3.7 METERS (12.1 FT) SOUTHWEST OF
 CA0726'A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0726'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0726'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0726
 CA0726                          STATION RECOVERY (1999)
 CA0726
 CA0726'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0773 ***********************************************************************
 CB0773  DESIGNATION -  K 1431
 CB0773  PID         -  CB0773
 CB0773  STATE/COUNTY-  TX/TOM GREEN
 CB0773  USGS QUAD   -  WALL (1984)
 CB0773
 CB0773                         *CURRENT SURVEY CONTROL
 CB0773  ___________________________________________________________________
 CB0773* NAD 83(1986)-  31 22 28.     (N)    100 19 39.     (W)     SCALED    
 CB0773* NAVD 88     -       564.447  (meters)    1851.86   (feet)  ADJUSTED  
 CB0773  ___________________________________________________________________
 CB0773  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0773  DYNAMIC HT  -         563.671 (meters)    1849.31  (feet)  COMP
 CB0773  MODELED GRAV-     979,248.2   (mgal)                       NAVD 88
 CB0773
 CB0773  VERT ORDER  -  FIRST     CLASS II
 CB0773
 CB0773.The horizontal coordinates were scaled from a topographic map and have
 CB0773.an estimated accuracy of +/- 6 seconds.
 CB0773
 CB0773.The orthometric height was determined by differential leveling
 CB0773.and adjusted by the National Geodetic Survey in June 1991..
 CB0773
 CB0773.The geoid height was determined by GEOID03.
 CB0773
 CB0773.The dynamic height is computed by dividing the NAVD 88
 CB0773.geopotential number by the normal gravity value computed on the
 CB0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0773.degrees latitude (g = 980.6199 gals.).
 CB0773
 CB0773.The modeled gravity was interpolated from observed gravity values.
 CB0773
 CB0773;                    North         East    Units  Estimated Accuracy
 CB0773;SPC TX C     - 3,189,320.      700,560.      MT  (+/- 180 meters Scaled)
 CB0773
 CB0773                          SUPERSEDED SURVEY CONTROL
 CB0773
 CB0773.No superseded survey control is available for this station.
 CB0773
 CB0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV737718(NAD 83)
 CB0773_MARKER: I = METAL ROD
 CB0773_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0773_SP_SET: STAINLESS STEEL ROD
 CB0773_STAMPING: K 1431 1981
 CB0773_MARK LOGO: NGS   
 CB0773_PROJECTION: FLUSH
 CB0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0773_ROD/PIPE-DEPTH: 4.3  meters
 CB0773
 CB0773  HISTORY     - Date     Condition        Report By
 CB0773  HISTORY     - 1981     MONUMENTED       NGS
 CB0773
 CB0773                          STATION DESCRIPTION
 CB0773
 CB0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0773'15.3 KM (9.5 MI) SE FROM SAN ANGELO.
 CB0773'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0773'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 4.6 KM (2.85 MI)
 CB0773'SOUTHEASTERLY ALONG U. S. HIGHWAY 87, 0.3 KM (0.2 MI) WEST OF A
 CB0773'DRIVEWAY LEADING NORTH TO A BRICK HOUSE, 14.6 METERS (47.9 FT) SOUTH
 CB0773'OF THE CENTERLINE OF THE HIGHWAY AND 1.2 METERS (3.9 FT) WEST OF A
 CB0773'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CB0773'CAP.
 CB0773'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CB0773'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0498 ***********************************************************************
 AZ0498  DESIGNATION -  K 1432
 AZ0498  PID         -  AZ0498
 AZ0498  STATE/COUNTY-  TX/KINNEY
 AZ0498  USGS QUAD   -  ANACACHO (1974)
 AZ0498
 AZ0498                         *CURRENT SURVEY CONTROL
 AZ0498  ___________________________________________________________________
 AZ0498* NAD 83(1986)-  29 10 17.     (N)    100 20 05.     (W)     SCALED    
 AZ0498* NAVD 88     -       292.430  (meters)     959.41   (feet)  ADJUSTED  
 AZ0498  ___________________________________________________________________
 AZ0498  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0498  DYNAMIC HT  -         292.004 (meters)     958.02  (feet)  COMP
 AZ0498  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 AZ0498
 AZ0498  VERT ORDER  -  FIRST     CLASS II
 AZ0498
 AZ0498.The horizontal coordinates were scaled from a topographic map and have
 AZ0498.an estimated accuracy of +/- 6 seconds.
 AZ0498
 AZ0498.The orthometric height was determined by differential leveling
 AZ0498.and adjusted by the National Geodetic Survey in June 1991..
 AZ0498
 AZ0498.The geoid height was determined by GEOID03.
 AZ0498
 AZ0498.The dynamic height is computed by dividing the NAVD 88
 AZ0498.geopotential number by the normal gravity value computed on the
 AZ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0498.degrees latitude (g = 980.6199 gals.).
 AZ0498
 AZ0498.The modeled gravity was interpolated from observed gravity values.
 AZ0498
 AZ0498;                    North         East    Units  Estimated Accuracy
 AZ0498;SPC TXSC     - 4,149,030.      470,180.      MT  (+/- 180 meters Scaled)
 AZ0498
 AZ0498                          SUPERSEDED SURVEY CONTROL
 AZ0498
 AZ0498.No superseded survey control is available for this station.
 AZ0498
 AZ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT702277(NAD 83)
 AZ0498_MARKER: I = METAL ROD
 AZ0498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0498_SP_SET: STAINLESS STEEL ROD
 AZ0498_STAMPING: K 1432 1982
 AZ0498_MARK LOGO: NGS   
 AZ0498_PROJECTION: FLUSH
 AZ0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0498_ROD/PIPE-DEPTH: 3.8  meters
 AZ0498
 AZ0498  HISTORY     - Date     Condition        Report By
 AZ0498  HISTORY     - 1982     MONUMENTED       NGS
 AZ0498  HISTORY     - 19960524 GOOD             USPSQD
 AZ0498
 AZ0498                          STATION DESCRIPTION
 AZ0498
 AZ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0498'9.8 KM (6.05 MI) ENE FROM SPOFFORD.
 AZ0498'9.8 KM (6.05 MI) EASTERLY ALONG FARM ROAD 1572 FROM THE JUNCTION OF
 AZ0498'STATE ROUTE 131 IN SPOFFORD, AT THE SOUTHERN PACIFIC RAILROAD
 AZ0498'MILEMARKER 336 AND 3.7 METERS (12 .0 FT) BELOW TRACKS, 22.9 METERS
 AZ0498'(75.0 FT) NORTHWEST OF CENTERLINE OF HIGHWAY, 10.3 METERS (33.9 FT)
 AZ0498'SOUTHEAST OF SOUTHEAST RAIL OF SOUTHERN PACIFIC RAILROAD (SLOPE
 AZ0498'MEASUREMENT), 0.91 METERS (3.0 FT) NORTHEAST OF TELEGRAPH POLE AND
 AZ0498'RAILROAD MILE MARKER NUMBER 336.  NOTE, ROD DRIVEN TO REFUSAL.
 AZ0498'THE MARK IS 0.49 METERS  SW FROM A WITNESS POST.
 AZ0498'THE MARK IS ABOVE LEVEL WITH ROAD.
 AZ0498
 AZ0498                          STATION RECOVERY (1996)
 AZ0498
 AZ0498'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1605 ***********************************************************************
 AY1605  DESIGNATION -  K 1433
 AY1605  PID         -  AY1605
 AY1605  STATE/COUNTY-  TX/MEDINA
 AY1605  USGS QUAD   -  D'HANIS (1970)
 AY1605
 AY1605                         *CURRENT SURVEY CONTROL
 AY1605  ___________________________________________________________________
 AY1605* NAD 83(1986)-  29 19 55.     (N)    099 18 31.     (W)     SCALED    
 AY1605* NAVD 88     -       275.467  (meters)     903.76   (feet)  ADJUSTED  
 AY1605  ___________________________________________________________________
 AY1605  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AY1605  DYNAMIC HT  -         275.067 (meters)     902.45  (feet)  COMP
 AY1605  MODELED GRAV-     979,182.6   (mgal)                       NAVD 88
 AY1605
 AY1605  VERT ORDER  -  FIRST     CLASS II
 AY1605
 AY1605.The horizontal coordinates were scaled from a topographic map and have
 AY1605.an estimated accuracy of +/- 6 seconds.
 AY1605
 AY1605.The orthometric height was determined by differential leveling
 AY1605.and adjusted by the National Geodetic Survey in June 1991..
 AY1605
 AY1605.The geoid height was determined by GEOID03.
 AY1605
 AY1605.The dynamic height is computed by dividing the NAVD 88
 AY1605.geopotential number by the normal gravity value computed on the
 AY1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1605.degrees latitude (g = 980.6199 gals.).
 AY1605
 AY1605.The modeled gravity was interpolated from observed gravity values.
 AY1605
 AY1605;                    North         East    Units  Estimated Accuracy
 AY1605;SPC TXSC     - 4,166,130.      570,030.      MT  (+/- 180 meters Scaled)
 AY1605
 AY1605                          SUPERSEDED SURVEY CONTROL
 AY1605
 AY1605.No superseded survey control is available for this station.
 AY1605
 AY1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT700448(NAD 83)
 AY1605_MARKER: I = METAL ROD
 AY1605_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AY1605+WITH SETTING: INFORMATION.
 AY1605_SP_SET: SHALLOW SET METAL ROD
 AY1605_STAMPING: K 1433 1982
 AY1605_MARK LOGO: NGS   
 AY1605_PROJECTION: FLUSH
 AY1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1605_ROD/PIPE-DEPTH: 2.7  meters
 AY1605
 AY1605  HISTORY     - Date     Condition        Report By
 AY1605  HISTORY     - 1982     MONUMENTED       NGS
 AY1605  HISTORY     - 19950519 GOOD             USPSQD
 AY1605  HISTORY     - 20021029 GOOD             USPSQD
 AY1605
 AY1605                          STATION DESCRIPTION
 AY1605
 AY1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1605'2.7 KM (1.7 MI) WNW FROM D HANIS.
 AY1605'0.16 KM (0.1 MI) NORTH NORTHWEST ALONG A PAVED STREET FROM THE POST
 AY1605'OFFICE IN D HANIS, THENCE WESTERLY ALONG AN OILED AND GRAVEL ROAD FOR
 AY1605'2.6 KM (1.6 MI), AT AN IRON GATE AND GRAVEL ROAD LEADING SOUTH TO A
 AY1605'SMALL RANCH HOUSE, 12.2 METERS (40.0 FT) SOUTH SOUTHWEST OF A GRAVEL
 AY1605'ROAD, 11.9 METERS (39.0 FT) WEST NORTHWEST OF CENTER OF AN IRON GATE
 AY1605'AND GRAVEL ROAD.  2.0 METERS (6.7 FT) SOUTH SOUTHWEST OF A GUYED
 AY1605'POWERLINE POLE, AND 0.30 METERS (1.0 FT) NORTH NORTHEAST OF A FENCE
 AY1605'LINE.  NOTE, ROD DRIVEN TO REFUSAL.
 AY1605'THE MARK IS 0.30 METERS  SSE FROM A WITNESS POST.
 AY1605'THE MARK IS 0.15 M BELOW ROAD.
 AY1605
 AY1605                          STATION RECOVERY (1995)
 AY1605
 AY1605'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1605'RECOVERED IN GOOD CONDITION.
 AY1605
 AY1605                          STATION RECOVERY (2002)
 AY1605
 AY1605'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1613 ***********************************************************************
 AY1613  DESIGNATION -  K 1434
 AY1613  PID         -  AY1613
 AY1613  STATE/COUNTY-  TX/MEDINA
 AY1613  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1613
 AY1613                         *CURRENT SURVEY CONTROL
 AY1613  ___________________________________________________________________
 AY1613* NAD 83(1986)-  29 20 55.     (N)    099 07 26.     (W)     SCALED    
 AY1613* NAVD 88     -       270.481  (meters)     887.40   (feet)  ADJUSTED  
 AY1613  ___________________________________________________________________
 AY1613  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AY1613  DYNAMIC HT  -         270.088 (meters)     886.11  (feet)  COMP
 AY1613  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 AY1613
 AY1613  VERT ORDER  -  FIRST     CLASS II
 AY1613
 AY1613.The horizontal coordinates were scaled from a topographic map and have
 AY1613.an estimated accuracy of +/- 6 seconds.
 AY1613
 AY1613.The orthometric height was determined by differential leveling
 AY1613.and adjusted by the National Geodetic Survey in June 1991..
 AY1613
 AY1613.The geoid height was determined by GEOID03.
 AY1613
 AY1613.The dynamic height is computed by dividing the NAVD 88
 AY1613.geopotential number by the normal gravity value computed on the
 AY1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1613.degrees latitude (g = 980.6199 gals.).
 AY1613
 AY1613.The modeled gravity was interpolated from observed gravity values.
 AY1613
 AY1613;                    North         East    Units  Estimated Accuracy
 AY1613;SPC TXSC     - 4,167,940.      587,970.      MT  (+/- 180 meters Scaled)
 AY1613
 AY1613                          SUPERSEDED SURVEY CONTROL
 AY1613
 AY1613.No superseded survey control is available for this station.
 AY1613
 AY1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT879466(NAD 83)
 AY1613_MARKER: I = METAL ROD
 AY1613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1613_SP_SET: STAINLESS STEEL ROD
 AY1613_STAMPING: K 1434 1982
 AY1613_MARK LOGO: NGS   
 AY1613_PROJECTION: FLUSH
 AY1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1613+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1613_ROD/PIPE-DEPTH: 3.0  meters
 AY1613
 AY1613  HISTORY     - Date     Condition        Report By
 AY1613  HISTORY     - 1982     MONUMENTED       NGS
 AY1613  HISTORY     - 19910613 GOOD             USPSQD
 AY1613  HISTORY     - 19950518 GOOD             USPSQD
 AY1613  HISTORY     - 20020913 GOOD             USPSQD
 AY1613  HISTORY     - 20050521 GOOD             USPSQD
 AY1613
 AY1613                          STATION DESCRIPTION
 AY1613
 AY1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1613'1.9 KM (1.2 MI) EAST FROM HONDO.
 AY1613'1.9 KM (1.2 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1613'ROAD 462 NORTH IN HONDO, ACROSS THE SOUTHERN PACIFIC RAILROAD FROM
 AY1613'RAILROAD SIGNAL NUMBER 2575, 21.8 METERS (71.6 FT) NORTH OF CENTERLINE
 AY1613'OF HIGHWAY, 13.7 METERS (45.0 FT) SOUTH OF SOUTH RAIL, 5.4 METERS
 AY1613'(17.8 FT) EAST OF POWERLINE POLE WITH RAILROAD SIGNAL ELECTRIC METER
 AY1613'ATTACHED, 0.61 METERS (2.0 FT) NORTH OF A WOODEN 4 BY 4 INCH WITNESS
 AY1613'POST, AND 4.3 METERS (14.0 FT) WEST OF A TRACK ROAD LEADING NORTH TO
 AY1613'RAILROAD SWITCH BOX.  NOTE, ROD DRIVEN TO REFUSAL.
 AY1613'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AY1613'THE MARK IS 0.30 M ABOVE HIGHWAY.
 AY1613
 AY1613                          STATION RECOVERY (1991)
 AY1613
 AY1613'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1613'RECOVERED IN GOOD CONDITION.
 AY1613
 AY1613                          STATION RECOVERY (1995)
 AY1613
 AY1613'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1613'RECOVERED IN GOOD CONDITION.
 AY1613
 AY1613                          STATION RECOVERY (2002)
 AY1613
 AY1613'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1613'RECOVERED IN GOOD CONDITION.
 AY1613
 AY1613                          STATION RECOVERY (2005)
 AY1613
 AY1613'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 AY1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1203 ***********************************************************************
 AB1203  DESIGNATION -  K 1435
 AB1203  PID         -  AB1203
 AB1203  STATE/COUNTY-  TX/CAMERON
 AB1203  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1203
 AB1203                         *CURRENT SURVEY CONTROL
 AB1203  ___________________________________________________________________
 AB1203* NAD 83(1986)-  25 54 24.     (N)    097 28 51.     (W)     SCALED    
 AB1203* NAVD 88     -         9.802  (meters)      32.16   (feet)  ADJUSTED  
 AB1203  ___________________________________________________________________
 AB1203  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 AB1203  DYNAMIC HT  -           9.786 (meters)      32.11  (feet)  COMP
 AB1203  MODELED GRAV-     979,027.0   (mgal)                       NAVD 88
 AB1203
 AB1203  VERT ORDER  -  FIRST     CLASS II
 AB1203
 AB1203.The horizontal coordinates were scaled from a topographic map and have
 AB1203.an estimated accuracy of +/- 6 seconds.
 AB1203
 AB1203.The orthometric height was determined by differential leveling
 AB1203.and adjusted by the National Geodetic Survey in June 1991..
 AB1203
 AB1203.The geoid height was determined by GEOID03.
 AB1203
 AB1203.The dynamic height is computed by dividing the NAVD 88
 AB1203.geopotential number by the normal gravity value computed on the
 AB1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1203.degrees latitude (g = 980.6199 gals.).
 AB1203
 AB1203.The modeled gravity was interpolated from observed gravity values.
 AB1203
 AB1203;                    North         East    Units  Estimated Accuracy
 AB1203;SPC TX S     - 5,027,000.      402,120.      MT  (+/- 180 meters Scaled)
 AB1203
 AB1203                          SUPERSEDED SURVEY CONTROL
 AB1203
 AB1203.No superseded survey control is available for this station.
 AB1203
 AB1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP521662(NAD 83)
 AB1203_MARKER: I = METAL ROD
 AB1203_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1203_SP_SET: STAINLESS STEEL ROD
 AB1203_STAMPING: K 1435 1982
 AB1203_MARK LOGO: NGS   
 AB1203_PROJECTION: FLUSH
 AB1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1203_ROD/PIPE-DEPTH: 12.2 meters
 AB1203
 AB1203  HISTORY     - Date     Condition        Report By
 AB1203  HISTORY     - 1982     MONUMENTED       NGS
 AB1203  HISTORY     - 1990     GOOD             USPSQD
 AB1203  HISTORY     - 19910306 GOOD             USPSQD
 AB1203  HISTORY     - 20020808 GOOD             LOCSUR
 AB1203
 AB1203                          STATION DESCRIPTION
 AB1203
 AB1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1203'IN BROWNSVILLE.
 AB1203'SET NORTHEAST OF THE SOUTHWEST END OF A CONCRETE PEDESTRIAN CROSSOVER
 AB1203'BRIDGE OVER STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD) AT THE CANALES
 AB1203'ELEMENTARY SCHOOL, 17.0 METERS (56.0 FT) SOUTHEAST OF THE CENTER OF
 AB1203'HIGHWAY 4, 3.7 METERS (1.2 FT) SOUTHEAST OF A CHAIN LINK CORNER FENCE
 AB1203'POST, 0.6 METER (2.0 FT) NORTHWEST OF THE NORTHWEST CONCRETE RAIL OF
 AB1203'THE WALKWAY RAMP, 2.1 METERS (1.0 FT) SOUTH OF A LIGHT POLE, AND
 AB1203'13.1 METERS (43.0 FT) SOUTHWEST OF AN EXTENDED CENTERLINE OF ARTHUR
 AB1203'STREET.
 AB1203'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 AB1203'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB1203
 AB1203                          STATION RECOVERY (1990)
 AB1203
 AB1203'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB1203'RECOVERED IN GOOD CONDITION.
 AB1203
 AB1203                          STATION RECOVERY (1991)
 AB1203
 AB1203'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1203'RECOVERED IN GOOD CONDITION.
 AB1203
 AB1203                          STATION RECOVERY (2002)
 AB1203
 AB1203'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002
 AB1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0529 ***********************************************************************
 AZ0529  DESIGNATION -  K 1436
 AZ0529  PID         -  AZ0529
 AZ0529  STATE/COUNTY-  TX/VAL VERDE
 AZ0529  USGS QUAD   -  DEL RIO NE (1972)
 AZ0529
 AZ0529                         *CURRENT SURVEY CONTROL
 AZ0529  ___________________________________________________________________
 AZ0529* NAD 83(1986)-  29 22 42.     (N)    100 46 06.     (W)     SCALED    
 AZ0529* NAVD 88     -       330.657  (meters)    1084.83   (feet)  ADJUSTED  
 AZ0529  ___________________________________________________________________
 AZ0529  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0529  DYNAMIC HT  -         330.173 (meters)    1083.24  (feet)  COMP
 AZ0529  MODELED GRAV-     979,170.0   (mgal)                       NAVD 88
 AZ0529
 AZ0529  VERT ORDER  -  FIRST     CLASS II
 AZ0529
 AZ0529.The horizontal coordinates were scaled from a topographic map and have
 AZ0529.an estimated accuracy of +/- 6 seconds.
 AZ0529
 AZ0529.The orthometric height was determined by differential leveling
 AZ0529.and adjusted by the National Geodetic Survey in June 1991..
 AZ0529
 AZ0529.The geoid height was determined by GEOID03.
 AZ0529
 AZ0529.The dynamic height is computed by dividing the NAVD 88
 AZ0529.geopotential number by the normal gravity value computed on the
 AZ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0529.degrees latitude (g = 980.6199 gals.).
 AZ0529
 AZ0529.The modeled gravity was interpolated from observed gravity values.
 AZ0529
 AZ0529;                    North         East    Units  Estimated Accuracy
 AZ0529;SPC TXSC     - 4,172,520.      428,360.      MT  (+/- 180 meters Scaled)
 AZ0529
 AZ0529                          SUPERSEDED SURVEY CONTROL
 AZ0529
 AZ0529.No superseded survey control is available for this station.
 AZ0529
 AZ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT283512(NAD 83)
 AZ0529_MARKER: I = METAL ROD
 AZ0529_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0529_SP_SET: STAINLESS STEEL ROD
 AZ0529_STAMPING: K 1436 1982
 AZ0529_MARK LOGO: NGS   
 AZ0529_PROJECTION: RECESSED 4 CENTIMETERS
 AZ0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0529_ROD/PIPE-DEPTH: 4.1  meters
 AZ0529
 AZ0529  HISTORY     - Date     Condition        Report By
 AZ0529  HISTORY     - 1982     MONUMENTED       NGS
 AZ0529  HISTORY     - 19990525 GOOD             USPSQD
 AZ0529
 AZ0529                          STATION DESCRIPTION
 AZ0529
 AZ0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0529'15.6 KM (9.7 MI) EAST FROM DEL RIO.
 AZ0529'2.2 KM (1.4 MI) SOUTH SOUTHEAST ALONG U.S. HIGHWAYS 90 AND 277 (AVENUE
 AZ0529'F STRET) FROM THE CIVIC CENTER IN DEL RIO, TO THE JUNCTION OF US
 AZ0529'HIGHWAY 90 EAST (GIBBS STREET), THENCE 13.4 KM (8.3 MI) EAST ALONG
 AZ0529'U.S. HIGHWAY 90, AT A POINT ABOUT 46.9 METERS (154.0 FT) WEST
 AZ0529'SOUTHWEST OF THE SOUTHERN PACIFIC RAILROAD MILEPOST 370, 0.2 KM
 AZ0529'(0.15 MI) EAST NORTHEAST OF A TRACK ROAD LEADING NORTH, 0.2 KM
 AZ0529'(0.1 MI) WEST SOUTHWEST OF A RAILROAD TRESTLE, 53.0 METERS (174.0 FT)
 AZ0529'SOUTH SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 9, 14.4 METERS
 AZ0529'(47.5 FT) NORTH NORTHWEST OF THE NORTH NORTHWEST RAIL OF THE MOST
 AZ0529'SOUTHERLY 1 OF 3 RAILROAD TRACKS, 29.2 METERS (96.0 FT) WEST SOUTHWEST
 AZ0529'OF A DERAIL RAILROAD SWITCH, AND 0.76 METERS (2.5 FT) NORTH NORTHWEST
 AZ0529'OF A TELEPHONE POLE WITH A GUY WIRE ANCHOR.  NOTE, ROD WAS ANCHORED AT
 AZ0529'THIS SWITCH.  NOTE, TWO WITNESS POSTS WERE SET, EAST NORTHEAST AND
 AZ0529'WEST SOUTHWEST OF THE MARK.
 AZ0529'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 AZ0529'THE MARK IS 0.9 M BELOW TOP OF RAIL.
 AZ0529
 AZ0529                          STATION RECOVERY (1999)
 AZ0529
 AZ0529'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1660 ***********************************************************************
 AY1660  DESIGNATION -  K 1437
 AY1660  PID         -  AY1660
 AY1660  STATE/COUNTY-  TX/BEXAR
 AY1660  USGS QUAD   -  CASTLE HILLS (1992)
 AY1660
 AY1660                         *CURRENT SURVEY CONTROL
 AY1660  ___________________________________________________________________
 AY1660* NAD 83(1986)-  29 32 25.     (N)    098 34 46.     (W)     SCALED    
 AY1660* NAVD 88     -       300.579  (meters)     986.15   (feet)  ADJUSTED  
 AY1660  ___________________________________________________________________
 AY1660  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AY1660  DYNAMIC HT  -         300.139 (meters)     984.71  (feet)  COMP
 AY1660  MODELED GRAV-     979,173.0   (mgal)                       NAVD 88
 AY1660
 AY1660  VERT ORDER  -  FIRST     CLASS II
 AY1660
 AY1660.The horizontal coordinates were scaled from a topographic map and have
 AY1660.an estimated accuracy of +/- 6 seconds.
 AY1660
 AY1660.The orthometric height was determined by differential leveling
 AY1660.and adjusted by the National Geodetic Survey in June 1991..
 AY1660
 AY1660.The geoid height was determined by GEOID03.
 AY1660
 AY1660.The dynamic height is computed by dividing the NAVD 88
 AY1660.geopotential number by the normal gravity value computed on the
 AY1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1660.degrees latitude (g = 980.6199 gals.).
 AY1660
 AY1660.The modeled gravity was interpolated from observed gravity values.
 AY1660
 AY1660;                    North         East    Units  Estimated Accuracy
 AY1660;SPC TXSC     - 4,189,250.      640,760.      MT  (+/- 180 meters Scaled)
 AY1660
 AY1660                          SUPERSEDED SURVEY CONTROL
 AY1660
 AY1660.No superseded survey control is available for this station.
 AY1660
 AY1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT407679(NAD 83)
 AY1660_MARKER: I = METAL ROD
 AY1660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1660_SP_SET: STAINLESS STEEL ROD
 AY1660_STAMPING: K 1437 1982
 AY1660_MARK LOGO: NGS   
 AY1660_PROJECTION: FLUSH
 AY1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1660_ROD/PIPE-DEPTH: 5.8  meters
 AY1660
 AY1660  HISTORY     - Date     Condition        Report By
 AY1660  HISTORY     - 1982     MONUMENTED       NGS
 AY1660  HISTORY     - 1990     GOOD             USPSQD
 AY1660  HISTORY     - 19940726 MARK NOT FOUND   LOCENG
 AY1660
 AY1660                          STATION DESCRIPTION
 AY1660
 AY1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1660'16.1 KM (10.0 MI) NW FROM SAN ANTONIO.
 AY1660'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1660'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO TO THE
 AY1660'JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION, THENCE
 AY1660'13.8 KM (8.6 MI) NORTHWEST ALONG FREDERICKSBURG ROAD, AT AN ENTRANCE
 AY1660'LEADING EAST NORTHEAST THROUGH A LOCKED GATE INTO THE UNITED STATES
 AY1660'AUTOMOBILE ASSOCIATION PROPERTY, MARK IS 0.2 KM (0.15 MI) SOUTH
 AY1660'SOUTHEAST OF HUEBNER ROAD, 25.6 METERS (84.0 FT) EAST NORTHEAST OF THE
 AY1660'CENTER OF FREDERICKSBURG ROAD, 6.5 METERS (21.5 FT) SOUTH SOUTHEAST OF
 AY1660'THE CENTER OF A DOUBLE CHAIN LINK FENCE GATE, AND 0.15 METERS (0.5 FT)
 AY1660'WEST SOUTHWEST OF A 2.4 METERS (8.0 FT) CHAIN LINK FENCE.  NOTE, ROD
 AY1660'WAS DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 AY1660'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 AY1660'THE MARK IS 1.2 M ABOVE FREDERICKSBURG ROAD.
 AY1660
 AY1660                          STATION RECOVERY (1990)
 AY1660
 AY1660'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1660'RECOVERED IN GOOD CONDITION.
 AY1660
 AY1660                          STATION RECOVERY (1994)
 AY1660
 AY1660'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 AY1660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2313 ***********************************************************************
 AB2313  DESIGNATION -  K 1437 RESET
 AB2313  PID         -  AB2313
 AB2313  STATE/COUNTY-  TX/BEXAR
 AB2313  USGS QUAD   -  CASTLE HILLS (1992)
 AB2313
 AB2313                         *CURRENT SURVEY CONTROL
 AB2313  ___________________________________________________________________
 AB2313* NAD 83(1986)-  29 32 25.     (N)    098 34 46.     (W)     SCALED    
 AB2313* NAVD 88     -       300.67   (meters)     986.4    (feet)  RESET     
 AB2313  ___________________________________________________________________
 AB2313  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AB2313
 AB2313  VERT ORDER  -  THIRD
 AB2313
 AB2313.The horizontal coordinates were scaled from a topographic map and have
 AB2313.an estimated accuracy of +/- 6 seconds.
 AB2313
 AB2313.The orthometric height was computed from unverified reset data.
 AB2313
 AB2313.The geoid height was determined by GEOID03.
 AB2313
 AB2313;                    North         East    Units  Estimated Accuracy
 AB2313;SPC TXSC     - 4,189,250.      640,760.      MT  (+/- 180 meters Scaled)
 AB2313
 AB2313                          SUPERSEDED SURVEY CONTROL
 AB2313
 AB2313.No superseded survey control is available for this station.
 AB2313
 AB2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT407679(NAD 83)
 AB2313_MARKER: DV = VERTICAL CONTROL DISK
 AB2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2313_STAMPING: K 1437 RESET 1994
 AB2313_MARK LOGO: NGS   
 AB2313_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2313+STABILITY: SURFACE MOTION
 AB2313
 AB2313  HISTORY     - Date     Condition        Report By
 AB2313  HISTORY     - 1994     MONUMENTED       LOCENG
 AB2313  HISTORY     - 19991201 GOOD             USPSQD
 AB2313
 AB2313                          STATION DESCRIPTION
 AB2313
 AB2313'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LE)
 AB2313'1.45 MILE (2.33 KM) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AB2313'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO TO THE
 AB2313'JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION, THENCE
 AB2313'8.6 MILES (13.8 KM) NORTHWEST ALONG FREDERICKSBURG ROAD, 54 M (177.2
 AB2313'FT) SOUTH OF GATE NO 3 TO THE USAA (UNITED SERVICES AUTOMOBILE
 AB2313'ASSOCIATION) .  MARK IS 0.18 MILE (0.29 KM) SOUTH FROM THE
 AB2313'INTERSECTION OF FREDERICKSBURG ROAD AND HUEBNER ROAD.  48.8 FEET (14.9
 AB2313'M) NORTHWEST TO A POWER POLE, 36.0 FEET (11.0 M) SOUTHWEST TO THE EAST
 AB2313'EDGE OF PAVEMENT OF FREDERICKSBURG ROAD, 1 FOOT (0.3 M) OFF USAA
 AB2313'CHAINLINK PERIMETER FENCE.
 AB2313
 AB2313                          STATION RECOVERY (1999)
 AB2313
 AB2313'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0510 ***********************************************************************
 AO0510  DESIGNATION -  K 1438
 AO0510  PID         -  AO0510
 AO0510  STATE/COUNTY-  TX/DIMMIT
 AO0510  USGS QUAD   -  DABNEY TANK (1982)
 AO0510
 AO0510                         *CURRENT SURVEY CONTROL
 AO0510  ___________________________________________________________________
 AO0510* NAD 83(1986)-  28 22 10.     (N)    099 38 25.     (W)     SCALED    
 AO0510* NAVD 88     -       163.173  (meters)     535.34   (feet)  ADJUSTED  
 AO0510  ___________________________________________________________________
 AO0510  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0510  DYNAMIC HT  -         162.926 (meters)     534.53  (feet)  COMP
 AO0510  MODELED GRAV-     979,124.5   (mgal)                       NAVD 88
 AO0510
 AO0510  VERT ORDER  -  FIRST     CLASS II
 AO0510
 AO0510.The horizontal coordinates were scaled from a topographic map and have
 AO0510.an estimated accuracy of +/- 6 seconds.
 AO0510
 AO0510.The orthometric height was determined by differential leveling
 AO0510.and adjusted by the National Geodetic Survey in June 1991..
 AO0510
 AO0510.The geoid height was determined by GEOID03.
 AO0510
 AO0510.The dynamic height is computed by dividing the NAVD 88
 AO0510.geopotential number by the normal gravity value computed on the
 AO0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0510.degrees latitude (g = 980.6199 gals.).
 AO0510
 AO0510.The modeled gravity was interpolated from observed gravity values.
 AO0510
 AO0510;                    North         East    Units  Estimated Accuracy
 AO0510;SPC TXSC     - 4,059,590.      537,240.      MT  (+/- 180 meters Scaled)
 AO0510
 AO0510                          SUPERSEDED SURVEY CONTROL
 AO0510
 AO0510.No superseded survey control is available for this station.
 AO0510
 AO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS372382(NAD 83)
 AO0510_MARKER: I = METAL ROD
 AO0510_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0510+WITH SETTING: INFORMATION.
 AO0510_SP_SET: SHALLOW SET METAL ROD
 AO0510_STAMPING: K 1438 1982
 AO0510_MARK LOGO: NGS   
 AO0510_PROJECTION: FLUSH
 AO0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0510_ROD/PIPE-DEPTH: 3.0  meters
 AO0510
 AO0510  HISTORY     - Date     Condition        Report By
 AO0510  HISTORY     - 1982     MONUMENTED       NGS
 AO0510
 AO0510                          STATION DESCRIPTION
 AO0510
 AO0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0510'3.6 KM (2.25 MI) NW FROM CATARINA.
 AO0510'3.6 KM (2.25 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AO0510'AT CATARINA, AT A JUNCTION OF U.S. HIGHWAY 83 AND FARM ROAD 2688
 AO0510'LEADING TO THE BRISCO RANCH, 68.2 METERS (224.0 FT) NORTHWEST OF THE
 AO0510'CENTERLINE OF A ROAD LEADING NORTHEAST, 42.3 METERS (139.0 FT) NORTH
 AO0510'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 83, 17.3 METERS (57.0 FT)
 AO0510'SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY LEADING TO A FENCED IN GAS
 AO0510'PIPELINE JUNCTION, 17.1 METERS (56.5 FT) SOUTHEAST FROM CENTER OF GATE
 AO0510'TO THE VALFRO GATHERING COMPANY, 0.75 METERS (2.6 FT) SOUTHWEST FROM
 AO0510'THE SOUTHEAST CORNER POST OF CHAIN LINK FENCE ENCLOSURE, AND 0.5 METER
 AO0510'(1.9 FT) SOUTHWEST FROM WOODEN CORNER POST.
 AO0510'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 AO0510'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0145 ***********************************************************************
 AP0145  DESIGNATION -  K 1439
 AP0145  PID         -  AP0145
 AP0145  STATE/COUNTY-  TX/MAVERICK
 AP0145  USGS QUAD   -  EAGLE PASS WEST (1983)
 AP0145
 AP0145                         *CURRENT SURVEY CONTROL
 AP0145  ___________________________________________________________________
 AP0145* NAD 83(1986)-  28 42 24.     (N)    100 30 03.     (W)     SCALED    
 AP0145* NAVD 88     -       222.610  (meters)     730.35   (feet)  ADJUSTED  
 AP0145  ___________________________________________________________________
 AP0145  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 AP0145  DYNAMIC HT  -         222.277 (meters)     729.25  (feet)  COMP
 AP0145  MODELED GRAV-     979,145.2   (mgal)                       NAVD 88
 AP0145
 AP0145  VERT ORDER  -  FIRST     CLASS II
 AP0145
 AP0145.The horizontal coordinates were scaled from a topographic map and have
 AP0145.an estimated accuracy of +/- 6 seconds.
 AP0145
 AP0145.The orthometric height was determined by differential leveling
 AP0145.and adjusted by the National Geodetic Survey in June 1991..
 AP0145
 AP0145.The geoid height was determined by GEOID03.
 AP0145
 AP0145.The dynamic height is computed by dividing the NAVD 88
 AP0145.geopotential number by the normal gravity value computed on the
 AP0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0145.degrees latitude (g = 980.6199 gals.).
 AP0145
 AP0145.The modeled gravity was interpolated from observed gravity values.
 AP0145
 AP0145;                    North         East    Units  Estimated Accuracy
 AP0145;SPC TXSC     - 4,097,730.      453,370.      MT  (+/- 180 meters Scaled)
 AP0145
 AP0145                          SUPERSEDED SURVEY CONTROL
 AP0145
 AP0145.No superseded survey control is available for this station.
 AP0145
 AP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS533764(NAD 83)
 AP0145_MARKER: I = METAL ROD
 AP0145_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AP0145_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AP0145_STAMPING: K 1439 1982
 AP0145_MARK LOGO: NGS   
 AP0145_PROJECTION: RECESSED 4 CENTIMETERS
 AP0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AP0145+STABILITY: POSITION/ELEVATION WELL
 AP0145_ROD/PIPE-DEPTH: 10.9 meters
 AP0145_SLEEVE-DEPTH  : 9.4 meters
 AP0145
 AP0145  HISTORY     - Date     Condition        Report By
 AP0145  HISTORY     - 1982     MONUMENTED       NGS
 AP0145
 AP0145                          STATION DESCRIPTION
 AP0145
 AP0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0145'IN EAGLE PASS.
 AP0145'SET IN THE FRONT LAWN AT THE EAGLE PASS CITY HALL, LOCATED AT 100
 AP0145'SOUTH MONROE STREET, 12.6 METERS (41.5 FT) WEST OF THE CENTERLINE OF
 AP0145'SOUTH MONROE STREET, 19.9 METERS (65.5 FT) SOUTH OF THE SOUTH CURB OF
 AP0145'GARRISON STREET, 25.2 METERS (83.0 FT) NORTH NORTHEAST OF THE CENTER
 AP0145'OF TWO DOORS AT THE MAIN ENTRANCE TO THE CITY HALL, 17.2 METERS
 AP0145'(56.6 FT) NORTH OF THE CENTER ONE OF THREE FLAGPOLES, 13.1 METERS
 AP0145'(43.0 FT) EAST OF THE EAST FACE OF THE BUILDING, 4.1 METERS (13.5 FT)
 AP0145'SOUTH OF THE SOUTH ONE OF TWO TWIN OAK TREES, AND 3.2 METERS (10.5 FT)
 AP0145'WEST OF THE WEST EDGE OF A SIDEWALK ON THE WEST SIDE OF MONROE STREET.
 AP0145'THE MARK IS 0.3 M ABOVE FARM ROAD 1021.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0059 ***********************************************************************
 CV0059  DESIGNATION -  K 144
 CV0059  PID         -  CV0059
 CV0059  STATE/COUNTY-  TX/ANDREWS
 CV0059  USGS QUAD   -  GARDENDALE (1974)
 CV0059
 CV0059                         *CURRENT SURVEY CONTROL
 CV0059  ___________________________________________________________________
 CV0059* NAD 83(1986)-  32 05 39.     (N)    102 27 09.     (W)     SCALED    
 CV0059* NAVD 88     -       931.549  (meters)    3056.26   (feet)  ADJUSTED  
 CV0059  ___________________________________________________________________
 CV0059  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CV0059  DYNAMIC HT  -         930.230 (meters)    3051.93  (feet)  COMP
 CV0059  MODELED GRAV-     979,191.9   (mgal)                       NAVD 88
 CV0059
 CV0059  VERT ORDER  -  FIRST     CLASS II
 CV0059
 CV0059.The horizontal coordinates were scaled from a topographic map and have
 CV0059.an estimated accuracy of +/- 6 seconds.
 CV0059
 CV0059.The orthometric height was determined by differential leveling
 CV0059.and adjusted by the National Geodetic Survey in June 1991..
 CV0059
 CV0059.The geoid height was determined by GEOID03.
 CV0059
 CV0059.The dynamic height is computed by dividing the NAVD 88
 CV0059.geopotential number by the normal gravity value computed on the
 CV0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0059.degrees latitude (g = 980.6199 gals.).
 CV0059
 CV0059.The modeled gravity was interpolated from observed gravity values.
 CV0059
 CV0059;                    North         East    Units  Estimated Accuracy
 CV0059;SPC TXNC     - 2,054,430.      226,980.      MT  (+/- 180 meters Scaled)
 CV0059
 CV0059                          SUPERSEDED SURVEY CONTROL
 CV0059
 CV0059  NGVD 29 (??/??/92)  931.124  (m)         3054.86   (f) ADJ UNCH    1 2
 CV0059
 CV0059.Superseded values are not recommended for survey control.
 CV0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0059.See file dsdata.txt to determine how the superseded data were derived.
 CV0059
 CV0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR404537(NAD 83)
 CV0059_MARKER: DB = BENCH MARK DISK
 CV0059_SETTING: 0 = UNSPECIFIED SETTING
 CV0059_STAMPING: K 144 1934
 CV0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0059
 CV0059  HISTORY     - Date     Condition        Report By
 CV0059  HISTORY     - 1934     MONUMENTED       CGS
 CV0059
 CV0059                          STATION DESCRIPTION
 CV0059
 CV0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CV0059'16.9 MI SE FROM ANDREWS.
 CV0059'16.9 MI. S.E. ALONG TEXAS STATE HIGHWAY NO. 137, 0.4 MILE NORTHWEST OF
 CV0059'ECTOR-ANDREWS COUNTY LINE, 18 FEET SOUTHEAST OF WIRE GATE AT CORNER
 CV0059'FENCE OF PASTURE, 44 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 1 FOOT
 CV0059'SOUTHWEST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0061 ***********************************************************************
 CV0061  DESIGNATION -  K 144 RESET 2 1957
 CV0061  PID         -  CV0061
 CV0061  STATE/COUNTY-  TX/ANDREWS
 CV0061  USGS QUAD   -  GARDENDALE (1974)
 CV0061
 CV0061                         *CURRENT SURVEY CONTROL
 CV0061  ___________________________________________________________________
 CV0061* NAD 83(1986)-  32 05 39.     (N)    102 27 08.     (W)     SCALED    
 CV0061* NAVD 88     -       930.98   (meters)    3054.4    (feet)  RESET     
 CV0061  ___________________________________________________________________
 CV0061  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CV0061
 CV0061  VERT ORDER  -  THIRD
 CV0061
 CV0061.The horizontal coordinates were scaled from a topographic map and have
 CV0061.an estimated accuracy of +/- 6 seconds.
 CV0061
 CV0061.The orthometric height was computed from unverified reset data.
 CV0061
 CV0061.The geoid height was determined by GEOID03.
 CV0061
 CV0061;                    North         East    Units  Estimated Accuracy
 CV0061;SPC TXNC     - 2,054,420.      227,010.      MT  (+/- 180 meters Scaled)
 CV0061
 CV0061                          SUPERSEDED SURVEY CONTROL
 CV0061
 CV0061.No superseded survey control is available for this station.
 CV0061
 CV0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR404537(NAD 83)
 CV0061_MARKER: DB = BENCH MARK DISK
 CV0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0061_STAMPING: K 144 RESET 2 1957
 CV0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0061+STABILITY: SURFACE MOTION
 CV0061
 CV0061  HISTORY     - Date     Condition        Report By
 CV0061  HISTORY     - 1957     MONUMENTED       CGS
 CV0061
 CV0061                          STATION DESCRIPTION
 CV0061
 CV0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CV0061'16.9 MI SE FROM ANDREWS.
 CV0061'ABOUT 16.9 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 51 FROM THE SQUARE
 CV0061'IN ANDREWS, 0.4 MILE NORTHWEST OF THE ECTOR-ANDREWS COUNTY LINE, ABOUT
 CV0061'30 YARDS EAST OF THE EAST RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY, 7
 CV0061'FEET SOUTH OF A FENCE LINE LEADING EAST AND ABOUT 30 FEET NORTHWEST OF
 CV0061'A BURIES PIPELINE.  IT IS 2 FEET WEST OF A 4 X 4 POST. A STANDARD DISK
 CV0061'STAMPED K 144 RESET 2 1957 IN A CONCRETE POST PROJECTING ABOUT 6
 CV0061'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0153 ***********************************************************************
 AP0153  DESIGNATION -  K 1440
 AP0153  PID         -  AP0153
 AP0153  STATE/COUNTY-  TX/MAVERICK
 AP0153  USGS QUAD   -  QUEMADO SE (1974)
 AP0153
 AP0153                         *CURRENT SURVEY CONTROL
 AP0153  ___________________________________________________________________
 AP0153* NAD 83(1986)-  28 48 35.     (N)    100 31 08.     (W)     SCALED    
 AP0153* NAVD 88     -       260.566  (meters)     854.87   (feet)  ADJUSTED  
 AP0153  ___________________________________________________________________
 AP0153  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 AP0153  DYNAMIC HT  -         260.179 (meters)     853.60  (feet)  COMP
 AP0153  MODELED GRAV-     979,154.6   (mgal)                       NAVD 88
 AP0153
 AP0153  VERT ORDER  -  FIRST     CLASS II
 AP0153
 AP0153.The horizontal coordinates were scaled from a topographic map and have
 AP0153.an estimated accuracy of +/- 6 seconds.
 AP0153
 AP0153.The orthometric height was determined by differential leveling
 AP0153.and adjusted by the National Geodetic Survey in June 1991..
 AP0153
 AP0153.The geoid height was determined by GEOID03.
 AP0153
 AP0153.The dynamic height is computed by dividing the NAVD 88
 AP0153.geopotential number by the normal gravity value computed on the
 AP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0153.degrees latitude (g = 980.6199 gals.).
 AP0153
 AP0153.The modeled gravity was interpolated from observed gravity values.
 AP0153
 AP0153;                    North         East    Units  Estimated Accuracy
 AP0153;SPC TXSC     - 4,109,170.      451,750.      MT  (+/- 180 meters Scaled)
 AP0153
 AP0153                          SUPERSEDED SURVEY CONTROL
 AP0153
 AP0153.No superseded survey control is available for this station.
 AP0153
 AP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS517878(NAD 83)
 AP0153_MARKER: I = METAL ROD
 AP0153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0153_SP_SET: STAINLESS STEEL ROD
 AP0153_STAMPING: K 1440 1982
 AP0153_MARK LOGO: NGS   
 AP0153_PROJECTION: FLUSH
 AP0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0153_ROD/PIPE-DEPTH: 2.1  meters
 AP0153
 AP0153  HISTORY     - Date     Condition        Report By
 AP0153  HISTORY     - 1982     MONUMENTED       NGS
 AP0153
 AP0153                          STATION DESCRIPTION
 AP0153
 AP0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0153'12.6 KM (7.8 MI) NORTH FROM EAGLE PASS.
 AP0153'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0153'EAGLE PASS, THENCE 12.3 KM (7.65 MI) NORTH ALONG U.S. HIGHWAY 277,
 AP0153'CEYLON STREET, SET AT THE EAST RIGHT OF WAY FENCE LINE, 83.2 METERS
 AP0153'(273.0 FT) NORTH OF UNDERGROUND TELEPHONE CABLE SPLICE, 17.3 METERS
 AP0153'(58.0 FT) EAST OF CENTERLINE OF U.S. HIGHWAY 277, AND 0.2 METER
 AP0153'(0.8 FT) WEST OF RIGHT OF WAY FENCE LINE.
 AP0153'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 AP0153'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0575 ***********************************************************************
 BN0575  DESIGNATION -  K 1441
 BN0575  PID         -  BN0575
 BN0575  STATE/COUNTY-  TX/MCCULLOCH
 BN0575  USGS QUAD   -  KATEMCY (1970)
 BN0575
 BN0575                         *CURRENT SURVEY CONTROL
 BN0575  ___________________________________________________________________
 BN0575* NAD 83(1986)-  30 57 54.     (N)    099 16 29.     (W)     SCALED    
 BN0575* NAVD 88     -       529.026  (meters)    1735.65   (feet)  ADJUSTED  
 BN0575  ___________________________________________________________________
 BN0575  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BN0575  DYNAMIC HT  -         528.307 (meters)    1733.29  (feet)  COMP
 BN0575  MODELED GRAV-     979,264.3   (mgal)                       NAVD 88
 BN0575
 BN0575  VERT ORDER  -  FIRST     CLASS II
 BN0575
 BN0575.The horizontal coordinates were scaled from a topographic map and have
 BN0575.an estimated accuracy of +/- 6 seconds.
 BN0575
 BN0575.The orthometric height was determined by differential leveling
 BN0575.and adjusted by the National Geodetic Survey in June 1991..
 BN0575
 BN0575.The geoid height was determined by GEOID03.
 BN0575
 BN0575.The dynamic height is computed by dividing the NAVD 88
 BN0575.geopotential number by the normal gravity value computed on the
 BN0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0575.degrees latitude (g = 980.6199 gals.).
 BN0575
 BN0575.The modeled gravity was interpolated from observed gravity values.
 BN0575
 BN0575;                    North         East    Units  Estimated Accuracy
 BN0575;SPC TX C     - 3,144,410.      801,130.      MT  (+/- 180 meters Scaled)
 BN0575
 BN0575                          SUPERSEDED SURVEY CONTROL
 BN0575
 BN0575.No superseded survey control is available for this station.
 BN0575
 BN0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV737257(NAD 83)
 BN0575_MARKER: DB = BENCH MARK DISK
 BN0575_SETTING: 66 = SET IN ROCK OUTCROP
 BN0575_SP_SET: ROCK OUTCROP
 BN0575_STAMPING: K 1441 1982
 BN0575_MARK LOGO: NGS   
 BN0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0575+STABILITY: POSITION/ELEVATION WELL
 BN0575
 BN0575  HISTORY     - Date     Condition        Report By
 BN0575  HISTORY     - 1982     MONUMENTED       NGS
 BN0575  HISTORY     - 19950814 GOOD             USPSQD
 BN0575
 BN0575                          STATION DESCRIPTION
 BN0575
 BN0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0575'20.85 KM (12.95 MI) SE FROM BRADY.
 BN0575'20.85 KM (12.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE
 BN0575'COURTHOUSE IN BRADY, SET IN TOP OF A 3 BY 2 FOOT ROCK OUTCROP,
 BN0575'17.9 METERS (59.0 FT) EAST SOUTHEAST OF CENTERLINE OF HIGHWAY,
 BN0575'3.9 METERS (13.0 FT) WEST NORTHWEST OF RIGHT-OF-WAY FENCE, AND
 BN0575'23.7 METERS (78.0 FT) SOUTHWEST OF A BRACED TELEPHONE POLE NUMBER 420.
 BN0575'THE MARK IS 3.9 METERS  WNW FROM  SIGN IN FENCE
 BN0575'THE MARK IS 0.6 M ABOVE HIGHWAY.
 BN0575
 BN0575                          STATION RECOVERY (1995)
 BN0575
 BN0575'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0704 ***********************************************************************
 CB0704  DESIGNATION -  K 1442
 CB0704  PID         -  CB0704
 CB0704  STATE/COUNTY-  TX/IRION
 CB0704  USGS QUAD   -  WITCO (1971)
 CB0704
 CB0704                         *CURRENT SURVEY CONTROL
 CB0704  ___________________________________________________________________
 CB0704* NAD 83(1986)-  31 08 48.     (N)    101 16 23.     (W)     SCALED    
 CB0704* NAVD 88     -       808.897  (meters)    2653.86   (feet)  ADJUSTED  
 CB0704  ___________________________________________________________________
 CB0704  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CB0704  DYNAMIC HT  -         807.719 (meters)    2649.99  (feet)  COMP
 CB0704  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 CB0704
 CB0704  VERT ORDER  -  FIRST     CLASS II
 CB0704
 CB0704.The horizontal coordinates were scaled from a topographic map and have
 CB0704.an estimated accuracy of +/- 6 seconds.
 CB0704
 CB0704.The orthometric height was determined by differential leveling
 CB0704.and adjusted by the National Geodetic Survey in June 1991..
 CB0704
 CB0704.The geoid height was determined by GEOID03.
 CB0704
 CB0704.The dynamic height is computed by dividing the NAVD 88
 CB0704.geopotential number by the normal gravity value computed on the
 CB0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0704.degrees latitude (g = 980.6199 gals.).
 CB0704
 CB0704.The modeled gravity was interpolated from observed gravity values.
 CB0704
 CB0704;                    North         East    Units  Estimated Accuracy
 CB0704;SPC TX C     - 3,164,440.      610,400.      MT  (+/- 180 meters Scaled)
 CB0704
 CB0704                          SUPERSEDED SURVEY CONTROL
 CB0704
 CB0704.No superseded survey control is available for this station.
 CB0704
 CB0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV833480(NAD 83)
 CB0704_MARKER: DB = BENCH MARK DISK
 CB0704_SETTING: 66 = SET IN ROCK OUTCROP
 CB0704_SP_SET: ROCK OUTCROP
 CB0704_STAMPING: K 1442 1981
 CB0704_MARK LOGO: NGS   
 CB0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0704+STABILITY: POSITION/ELEVATION WELL
 CB0704
 CB0704  HISTORY     - Date     Condition        Report By
 CB0704  HISTORY     - 1981     MONUMENTED       NGS
 CB0704
 CB0704                          STATION DESCRIPTION
 CB0704
 CB0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0704'19.3 KM (12.0 MI) EAST FROM BIG LAKE.
 CB0704'19.3 KM (12.0 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0704'WITH STATE HIGHWAY 137 IN BIG LAKE, IN THE TOP OF A 5 BY 3 FT EXPOSED
 CB0704'AREA OF OUTCROPPING BEDROCK, 74.7 METERS (245.1 FT) EAST-SOUTHEAST OF
 CB0704'THE CENTER OF A SIDE ROAD LEADING NORTH, 19.6 METERS (64.3 FT)
 CB0704'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 4.7 METERS (15.4
 CB0704'FT) NORTH-NORTHEAST OF A FENCE.
 CB0704'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CB0704'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0454 ***********************************************************************
 AZ0454  DESIGNATION -  K 1443
 AZ0454  PID         -  AZ0454
 AZ0454  STATE/COUNTY-  TX/VAL VERDE
 AZ0454  USGS QUAD   -  ROUGH CANYON (1972)
 AZ0454
 AZ0454                         *CURRENT SURVEY CONTROL
 AZ0454  ___________________________________________________________________
 AZ0454* NAD 83(1986)-  29 30 42.     (N)    100 54 35.     (W)     SCALED    
 AZ0454* NAVD 88     -       350.856  (meters)    1151.10   (feet)  ADJUSTED  
 AZ0454  ___________________________________________________________________
 AZ0454  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AZ0454  DYNAMIC HT  -         350.345 (meters)    1149.42  (feet)  COMP
 AZ0454  MODELED GRAV-     979,179.2   (mgal)                       NAVD 88
 AZ0454
 AZ0454  VERT ORDER  -  FIRST     CLASS II
 AZ0454
 AZ0454.The horizontal coordinates were scaled from a topographic map and have
 AZ0454.an estimated accuracy of +/- 6 seconds.
 AZ0454
 AZ0454.The orthometric height was determined by differential leveling
 AZ0454.and adjusted by the National Geodetic Survey in June 1991..
 AZ0454
 AZ0454.The geoid height was determined by GEOID03.
 AZ0454
 AZ0454.The dynamic height is computed by dividing the NAVD 88
 AZ0454.geopotential number by the normal gravity value computed on the
 AZ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0454.degrees latitude (g = 980.6199 gals.).
 AZ0454
 AZ0454.The modeled gravity was interpolated from observed gravity values.
 AZ0454
 AZ0454;                    North         East    Units  Estimated Accuracy
 AZ0454;SPC TXSC     - 4,187,520.      414,880.      MT  (+/- 180 meters Scaled)
 AZ0454
 AZ0454                          SUPERSEDED SURVEY CONTROL
 AZ0454
 AZ0454.No superseded survey control is available for this station.
 AZ0454
 AZ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT148661(NAD 83)
 AZ0454_MARKER: DB = BENCH MARK DISK
 AZ0454_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0454_SP_SET: ROCK OUTCROP
 AZ0454_STAMPING: K 1443 1981
 AZ0454_MARK LOGO: NGS   
 AZ0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0454+STABILITY: POSITION/ELEVATION WELL
 AZ0454
 AZ0454  HISTORY     - Date     Condition        Report By
 AZ0454  HISTORY     - 1981     MONUMENTED       NGS
 AZ0454
 AZ0454                          STATION DESCRIPTION
 AZ0454
 AZ0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0454'9.7 KM (6.05 MI) NORTH FROM DEL RIO.
 AZ0454'9.7 KM (6.05 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0454'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, IN THE TOP
 AZ0454'OF A 3 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 16.3 METERS (53.5
 AZ0454'FT) SOUTH OF A UTILITY POLE AND 13.4 METERS (44.0 FT) NORTHWEST OF THE
 AZ0454'CENTERLINE OF THE HIGHWAY.
 AZ0454'THE MARK IS 9.6 METERS  SE FROM  A WITNESS POST AND FENCE
 AZ0454'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0481 ***********************************************************************
 AZ0481  DESIGNATION -  K 1444
 AZ0481  PID         -  AZ0481
 AZ0481  STATE/COUNTY-  TX/EDWARDS
 AZ0481  USGS QUAD   -  CARTA VALLEY SE (1978)
 AZ0481
 AZ0481                         *CURRENT SURVEY CONTROL
 AZ0481  ___________________________________________________________________
 AZ0481* NAD 83(1986)-  29 50 03.     (N)    100 33 46.     (W)     SCALED    
 AZ0481* NAVD 88     -       701.534  (meters)    2301.62   (feet)  ADJUSTED  
 AZ0481  ___________________________________________________________________
 AZ0481  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 AZ0481  DYNAMIC HT  -         700.488 (meters)    2298.18  (feet)  COMP
 AZ0481  MODELED GRAV-     979,128.4   (mgal)                       NAVD 88
 AZ0481
 AZ0481  VERT ORDER  -  FIRST     CLASS II
 AZ0481
 AZ0481.The horizontal coordinates were scaled from a topographic map and have
 AZ0481.an estimated accuracy of +/- 6 seconds.
 AZ0481
 AZ0481.The orthometric height was determined by differential leveling
 AZ0481.and adjusted by the National Geodetic Survey in June 1991..
 AZ0481
 AZ0481.The geoid height was determined by GEOID03.
 AZ0481
 AZ0481.The dynamic height is computed by dividing the NAVD 88
 AZ0481.geopotential number by the normal gravity value computed on the
 AZ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0481.degrees latitude (g = 980.6199 gals.).
 AZ0481
 AZ0481.The modeled gravity was interpolated from observed gravity values.
 AZ0481
 AZ0481;                    North         East    Units  Estimated Accuracy
 AZ0481;SPC TXSC     - 4,222,760.      448,980.      MT  (+/- 180 meters Scaled)
 AZ0481
 AZ0481                          SUPERSEDED SURVEY CONTROL
 AZ0481
 AZ0481.No superseded survey control is available for this station.
 AZ0481
 AZ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU490014(NAD 83)
 AZ0481_MARKER: DB = BENCH MARK DISK
 AZ0481_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0481_SP_SET: ROCK OUTCROP
 AZ0481_STAMPING: K 1444 1981
 AZ0481_MARK LOGO: NGS   
 AZ0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0481+STABILITY: POSITION/ELEVATION WELL
 AZ0481
 AZ0481  HISTORY     - Date     Condition        Report By
 AZ0481  HISTORY     - 1981     MONUMENTED       NGS
 AZ0481
 AZ0481                          STATION DESCRIPTION
 AZ0481
 AZ0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0481'49.6 KM (30.8 MI) SW FROM ROCKSPRINGS.
 AZ0481'49.6 KM (30.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0481'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 9 BY 20 FT EXPOSED
 AZ0481'AREA OF OUTCROPPING BEDROCK, 17.4 METERS (57.1 FT) SOUTHEAST OF THE
 AZ0481'CENTERLINE OF THE HIGHWAY AND 0.8 METER (2.6 FT) NORTHWEST OF A FENCE.
 AZ0481'THE MARK IS 0.4 METERS  WSW FROM A WITNESS POST.
 AZ0481'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0420 ***********************************************************************
 BO0420  DESIGNATION -  K 1445
 BO0420  PID         -  BO0420
 BO0420  STATE/COUNTY-  TX/EDWARDS
 BO0420  USGS QUAD   -  DEVILS SINKHOLE (1987)
 BO0420
 BO0420                         *CURRENT SURVEY CONTROL
 BO0420  ___________________________________________________________________
 BO0420* NAD 83(1986)-  30 07 30.     (N)    100 05 51.     (W)     SCALED    
 BO0420* NAVD 88     -       698.912  (meters)    2293.01   (feet)  ADJUSTED  
 BO0420  ___________________________________________________________________
 BO0420  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0420  DYNAMIC HT  -         697.883 (meters)    2289.64  (feet)  COMP
 BO0420  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 BO0420
 BO0420  VERT ORDER  -  FIRST     CLASS II
 BO0420
 BO0420.The horizontal coordinates were scaled from a topographic map and have
 BO0420.an estimated accuracy of +/- 6 seconds.
 BO0420
 BO0420.The orthometric height was determined by differential leveling
 BO0420.and adjusted by the National Geodetic Survey in June 1991..
 BO0420
 BO0420.The geoid height was determined by GEOID03.
 BO0420
 BO0420.The dynamic height is computed by dividing the NAVD 88
 BO0420.geopotential number by the normal gravity value computed on the
 BO0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0420.degrees latitude (g = 980.6199 gals.).
 BO0420
 BO0420.The modeled gravity was interpolated from observed gravity values.
 BO0420
 BO0420;                    North         East    Units  Estimated Accuracy
 BO0420;SPC TXSC     - 4,254,480.      494,250.      MT  (+/- 180 meters Scaled)
 BO0420
 BO0420                          SUPERSEDED SURVEY CONTROL
 BO0420
 BO0420.No superseded survey control is available for this station.
 BO0420
 BO0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU942331(NAD 83)
 BO0420_MARKER: DB = BENCH MARK DISK
 BO0420_SETTING: 66 = SET IN ROCK OUTCROP
 BO0420_SP_SET: ROCK OUTCROP
 BO0420_STAMPING: K 1445 1981
 BO0420_MARK LOGO: NGS   
 BO0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0420+STABILITY: POSITION/ELEVATION WELL
 BO0420
 BO0420  HISTORY     - Date     Condition        Report By
 BO0420  HISTORY     - 1981     MONUMENTED       NGS
 BO0420
 BO0420                          STATION DESCRIPTION
 BO0420
 BO0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0420'17.0 KM (10.55 MI) NE FROM ROCKSPRINGS.
 BO0420'17.0 KM (10.55 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0420'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 4 BY 6 FT EXPOSED
 BO0420'AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) SOUTHWEST OF A SIDE ROAD
 BO0420'LEADING NORTHWEST, 9.8 METERS (32.2 FT) NORTH-NORTHWEST OF A FENCE AND
 BO0420'9.0 METERS (29.5 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 BO0420'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 BO0420'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0749 ***********************************************************************
 CB0749  DESIGNATION -  K 1446
 CB0749  PID         -  CB0749
 CB0749  STATE/COUNTY-  TX/TOM GREEN
 CB0749  USGS QUAD   -  TWIN BUTTES (1978)
 CB0749
 CB0749                         *CURRENT SURVEY CONTROL
 CB0749  ___________________________________________________________________
 CB0749* NAD 83(1986)-  31 24 40.     (N)    100 32 50.     (W)     SCALED    
 CB0749* NAVD 88     -       620.146  (meters)    2034.60   (feet)  ADJUSTED  
 CB0749  ___________________________________________________________________
 CB0749  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CB0749  DYNAMIC HT  -         619.298 (meters)    2031.81  (feet)  COMP
 CB0749  MODELED GRAV-     979,252.6   (mgal)                       NAVD 88
 CB0749
 CB0749  VERT ORDER  -  FIRST     CLASS II
 CB0749
 CB0749.The horizontal coordinates were scaled from a topographic map and have
 CB0749.an estimated accuracy of +/- 6 seconds.
 CB0749
 CB0749.The orthometric height was determined by differential leveling
 CB0749.and adjusted by the National Geodetic Survey in June 1991..
 CB0749
 CB0749.The geoid height was determined by GEOID03.
 CB0749
 CB0749.The dynamic height is computed by dividing the NAVD 88
 CB0749.geopotential number by the normal gravity value computed on the
 CB0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0749.degrees latitude (g = 980.6199 gals.).
 CB0749
 CB0749.The modeled gravity was interpolated from observed gravity values.
 CB0749
 CB0749;                    North         East    Units  Estimated Accuracy
 CB0749;SPC TX C     - 3,193,400.      679,660.      MT  (+/- 180 meters Scaled)
 CB0749
 CB0749                          SUPERSEDED SURVEY CONTROL
 CB0749
 CB0749.No superseded survey control is available for this station.
 CB0749
 CB0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV529762(NAD 83)
 CB0749_MARKER: I = METAL ROD
 CB0749_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0749+WITH SETTING: INFORMATION.
 CB0749_SP_SET: SHALLOW SET METAL ROD
 CB0749_STAMPING: K 1446 1981
 CB0749_MARK LOGO: NGS   
 CB0749_PROJECTION: FLUSH
 CB0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0749_ROD/PIPE-DEPTH: 2.7  meters
 CB0749
 CB0749  HISTORY     - Date     Condition        Report By
 CB0749  HISTORY     - 1981     MONUMENTED       NGS
 CB0749
 CB0749                          STATION DESCRIPTION
 CB0749
 CB0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0749'13.1 KM (8.1 MI) SW FROM SAN ANGELO.
 CB0749'1.0 KM (0.6 MI) NORTH ALONG CHADBOURNE STREET FROM THE ATCHISON,
 CB0749'TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE 12.1 KM
 CB0749'(7.5 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 67 (BEAUREGARD AVENUE), AT A
 CB0749'HIGHWAY INFORMATION SIGN (U.S. HIGHWAY 67), 32.9 METERS (108.0 FT)
 CB0749'WEST OF THE WEST CORNER OF A CULVERT, 21.2 METERS (69.6 FT) NORTHWEST
 CB0749'OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS (44.0 FT) NORTHWEST OF
 CB0749'THE HIGHWAY INFORMATION SIGN AND 2.9 METERS (9.5 FT) NORTHEAST OF A
 CB0749'UTILITY POLE.  NOTE=ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO
 CB0749'CAP.
 CB0749'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CB0749'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0792 ***********************************************************************
 CA0792  DESIGNATION -  K 1447
 CA0792  PID         -  CA0792
 CA0792  STATE/COUNTY-  TX/MCCULLOCH
 CA0792  USGS QUAD   -  BRADY SW (1987)
 CA0792
 CA0792                         *CURRENT SURVEY CONTROL
 CA0792  ___________________________________________________________________
 CA0792* NAD 83(1986)-  31 02 13.     (N)    099 23 42.     (W)     SCALED    
 CA0792* NAVD 88     -       568.330  (meters)    1864.60   (feet)  ADJUSTED  
 CA0792  ___________________________________________________________________
 CA0792  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CA0792  DYNAMIC HT  -         567.558 (meters)    1862.06  (feet)  COMP
 CA0792  MODELED GRAV-     979,264.8   (mgal)                       NAVD 88
 CA0792
 CA0792  VERT ORDER  -  FIRST     CLASS II
 CA0792
 CA0792.The horizontal coordinates were scaled from a topographic map and have
 CA0792.an estimated accuracy of +/- 6 seconds.
 CA0792
 CA0792.The orthometric height was determined by differential leveling
 CA0792.and adjusted by the National Geodetic Survey in June 1991..
 CA0792
 CA0792.The geoid height was determined by GEOID03.
 CA0792
 CA0792.The dynamic height is computed by dividing the NAVD 88
 CA0792.geopotential number by the normal gravity value computed on the
 CA0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0792.degrees latitude (g = 980.6199 gals.).
 CA0792
 CA0792.The modeled gravity was interpolated from observed gravity values.
 CA0792
 CA0792;                    North         East    Units  Estimated Accuracy
 CA0792;SPC TX C     - 3,152,280.      789,570.      MT  (+/- 180 meters Scaled)
 CA0792
 CA0792                          SUPERSEDED SURVEY CONTROL
 CA0792
 CA0792.No superseded survey control is available for this station.
 CA0792
 CA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV623337(NAD 83)
 CA0792_MARKER: I = METAL ROD
 CA0792_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0792_SP_SET: STAINLESS STEEL ROD
 CA0792_STAMPING: K 1447 1981
 CA0792_MARK LOGO: NGS   
 CA0792_PROJECTION: FLUSH
 CA0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0792_ROD/PIPE-DEPTH: 4.3  meters
 CA0792
 CA0792  HISTORY     - Date     Condition        Report By
 CA0792  HISTORY     - 1981     MONUMENTED       NGS
 CA0792  HISTORY     - 19950827 GOOD             USPSQD
 CA0792
 CA0792                          STATION DESCRIPTION
 CA0792
 CA0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0792'13.0 KM (8.1 MI) SW FROM BRADY.
 CA0792'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0792'THE COURTHOUSE IN BRADY, THENCE 10.7 KM (6.65 MI) SOUTHWESTERLY ALONG
 CA0792'U.S. HIGHWAY 190, AT A FIELD ENTRANCE TO THE KYZAR RANCH, 18.5 METERS
 CA0792'(60.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.5 METERS (41.0
 CA0792'FT) EAST OF THE CENTER OF THE FIELD ENTRANCE, 1.5 METERS (4.9 FT) WEST
 CA0792'OF UTILITY POLE NUMBER 285 AND 0.3 METER (1.0 FT) NORTH OF A FENCE.
 CA0792'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0792'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CA0792'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 CA0792
 CA0792                          STATION RECOVERY (1995)
 CA0792
 CA0792'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0481 ***********************************************************************
 BN0481  DESIGNATION -  K 1448
 BN0481  PID         -  BN0481
 BN0481  STATE/COUNTY-  TX/MENARD
 BN0481  USGS QUAD   -  CHAPMAN DRAW (1987)
 BN0481
 BN0481                         *CURRENT SURVEY CONTROL
 BN0481  ___________________________________________________________________
 BN0481* NAD 83(1986)-  30 57 14.     (N)    099 44 18.     (W)     SCALED    
 BN0481* NAVD 88     -       595.755  (meters)    1954.57   (feet)  ADJUSTED  
 BN0481  ___________________________________________________________________
 BN0481  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 BN0481  DYNAMIC HT  -         594.923 (meters)    1951.84  (feet)  COMP
 BN0481  MODELED GRAV-     979,225.1   (mgal)                       NAVD 88
 BN0481
 BN0481  VERT ORDER  -  FIRST     CLASS II
 BN0481
 BN0481.The horizontal coordinates were scaled from a topographic map and have
 BN0481.an estimated accuracy of +/- 6 seconds.
 BN0481
 BN0481.The orthometric height was determined by differential leveling
 BN0481.and adjusted by the National Geodetic Survey in June 1991..
 BN0481
 BN0481.The geoid height was determined by GEOID03.
 BN0481
 BN0481.The dynamic height is computed by dividing the NAVD 88
 BN0481.geopotential number by the normal gravity value computed on the
 BN0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0481.degrees latitude (g = 980.6199 gals.).
 BN0481
 BN0481.The modeled gravity was interpolated from observed gravity values.
 BN0481
 BN0481;                    North         East    Units  Estimated Accuracy
 BN0481;SPC TX C     - 3,142,850.      756,850.      MT  (+/- 180 meters Scaled)
 BN0481
 BN0481                          SUPERSEDED SURVEY CONTROL
 BN0481
 BN0481.No superseded survey control is available for this station.
 BN0481
 BN0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV294247(NAD 83)
 BN0481_MARKER: DB = BENCH MARK DISK
 BN0481_SETTING: 66 = SET IN ROCK OUTCROP
 BN0481_SP_SET: ROCK OUTCROP
 BN0481_STAMPING: K 1448 1981
 BN0481_MARK LOGO: NGS   
 BN0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0481+STABILITY: POSITION/ELEVATION WELL
 BN0481
 BN0481  HISTORY     - Date     Condition        Report By
 BN0481  HISTORY     - 1981     MONUMENTED       NGS
 BN0481  HISTORY     - 19951104 GOOD             USPSQD
 BN0481
 BN0481                          STATION DESCRIPTION
 BN0481
 BN0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0481'4.5 KM (2.8 MI) NE FROM MENARD.
 BN0481'4.5 KM (2.8 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS JUNCTION
 BN0481'WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, AT A POWERLINE
 BN0481'CROSSING, IN A 10 BY 20 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM
 BN0481'(0.1 MI) SOUTHWEST OF THE BRIDGE OVER SCALP CREEK, 16.6 METERS (54.5
 BN0481'FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.4 METERS (24.3
 BN0481'FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A CULVERT AND 1.6
 BN0481'METERS (5.2 FT) NORTH-NORTHWEST OF A FENCE.
 BN0481'THE MARK IS 1.6 METERS  NNW FROM A WITNESS POST.
 BN0481'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 BN0481
 BN0481                          STATION RECOVERY (1995)
 BN0481
 BN0481'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0458 ***********************************************************************
 BN0458  DESIGNATION -  K 1449
 BN0458  PID         -  BN0458
 BN0458  STATE/COUNTY-  TX/KIMBLE
 BN0458  USGS QUAD   -  JULIO DRAW (1970)
 BN0458
 BN0458                         *CURRENT SURVEY CONTROL
 BN0458  ___________________________________________________________________
 BN0458* NAD 83(1986)-  30 41 35.     (N)    099 46 26.     (W)     SCALED    
 BN0458* NAVD 88     -       670.738  (meters)    2200.58   (feet)  ADJUSTED  
 BN0458  ___________________________________________________________________
 BN0458  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 BN0458  DYNAMIC HT  -         669.787 (meters)    2197.46  (feet)  COMP
 BN0458  MODELED GRAV-     979,201.0   (mgal)                       NAVD 88
 BN0458
 BN0458  VERT ORDER  -  FIRST     CLASS II
 BN0458
 BN0458.The horizontal coordinates were scaled from a topographic map and have
 BN0458.an estimated accuracy of +/- 6 seconds.
 BN0458
 BN0458.The orthometric height was determined by differential leveling
 BN0458.and adjusted by the National Geodetic Survey in June 1991..
 BN0458
 BN0458.The geoid height was determined by GEOID03.
 BN0458
 BN0458.The dynamic height is computed by dividing the NAVD 88
 BN0458.geopotential number by the normal gravity value computed on the
 BN0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0458.degrees latitude (g = 980.6199 gals.).
 BN0458
 BN0458.The modeled gravity was interpolated from observed gravity values.
 BN0458
 BN0458;                    North         East    Units  Estimated Accuracy
 BN0458;SPC TX C     - 3,113,920.      753,590.      MT  (+/- 180 meters Scaled)
 BN0458
 BN0458                          SUPERSEDED SURVEY CONTROL
 BN0458
 BN0458.No superseded survey control is available for this station.
 BN0458
 BN0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU258958(NAD 83)
 BN0458_MARKER: DB = BENCH MARK DISK
 BN0458_SETTING: 66 = SET IN ROCK OUTCROP
 BN0458_SP_SET: ROCK OUTCROP
 BN0458_STAMPING: K 1449 1982
 BN0458_MARK LOGO: NGS   
 BN0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0458+STABILITY: POSITION/ELEVATION WELL
 BN0458
 BN0458  HISTORY     - Date     Condition        Report By
 BN0458  HISTORY     - 1982     MONUMENTED       NGS
 BN0458  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0458  HISTORY     - 19950731 MARK NOT FOUND   USPSQD
 BN0458
 BN0458                          STATION DESCRIPTION
 BN0458
 BN0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0458'23.8 KM (14.8 MI) NORTH FROM JUNCTION.
 BN0458'23.8 KM (14.8 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0458'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 0.1 KM
 BN0458'(0.05 MI) SOUTH OF A GRAVELED ROAD LEADING WEST, IN AN EXPOSED AREA OF
 BN0458'BEDROCK AT A HIGHWAY CUT, 9.7 METERS (31.8 FT) WEST OF THE CENTERLINE
 BN0458'OF THE HIGHWAY AND 9.0 METERS (29.5 FT) EAST OF A FENCE.
 BN0458'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 BN0458'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BN0458
 BN0458                          STATION RECOVERY (1991)
 BN0458
 BN0458'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0458'MARK NOT FOUND.
 BN0458
 BN0458                          STATION RECOVERY (1995)
 BN0458
 BN0458'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0834 ***********************************************************************
 BN0834  DESIGNATION -  K 1449 RESET
 BN0834  PID         -  BN0834
 BN0834  STATE/COUNTY-  TX/KIMBLE
 BN0834  USGS QUAD   -  JULIO DRAW (1970)
 BN0834
 BN0834                         *CURRENT SURVEY CONTROL
 BN0834  ___________________________________________________________________
 BN0834* NAD 83(1986)-  30 41 35.     (N)    099 46 26.     (W)     SCALED    
 BN0834* NAVD 88     -       671.13   (meters)    2201.9    (feet)  RESET     
 BN0834  ___________________________________________________________________
 BN0834  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 BN0834
 BN0834  VERT ORDER  -  THIRD
 BN0834
 BN0834.The horizontal coordinates were scaled from a topographic map and have
 BN0834.an estimated accuracy of +/- 6 seconds.
 BN0834
 BN0834.The orthometric height was computed from unverified reset data.
 BN0834
 BN0834.The geoid height was determined by GEOID03.
 BN0834
 BN0834;                    North         East    Units  Estimated Accuracy
 BN0834;SPC TX C     - 3,113,920.      753,590.      MT  (+/- 180 meters Scaled)
 BN0834
 BN0834                          SUPERSEDED SURVEY CONTROL
 BN0834
 BN0834.No superseded survey control is available for this station.
 BN0834
 BN0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU258958(NAD 83)
 BN0834_MARKER: DV = VERTICAL CONTROL DISK
 BN0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0834_SP_SET: CONCRETE POST
 BN0834_STAMPING: K 1449 RESET 1986
 BN0834_MARK LOGO: NGS   
 BN0834_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0834+STABILITY: SURFACE MOTION
 BN0834
 BN0834  HISTORY     - Date     Condition        Report By
 BN0834  HISTORY     - 1986     MONUMENTED       TXHD
 BN0834
 BN0834                          STATION DESCRIPTION
 BN0834
 BN0834'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 BN0834'14.8 MILES (23.8 KM) NORTH ALONG US HIGHWAY 83 FROM ITS JUNCTION WITH
 BN0834'US HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 55 FEET (16.8 M)
 BN0834'WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY US 83 AT ENGINEERS
 BN0834'CENTERLINE STATION 792+50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0863 ***********************************************************************
 FL0863  DESIGNATION -  K 145
 FL0863  PID         -  FL0863
 FL0863  STATE/COUNTY-  TX/GRAY
 FL0863  USGS QUAD   -  GROOM (1983)
 FL0863
 FL0863                         *CURRENT SURVEY CONTROL
 FL0863  ___________________________________________________________________
 FL0863* NAD 83(1986)-  35 11 38.     (N)    101 04 21.     (W)     SCALED    
 FL0863* NAVD 88     -       994.808  (meters)    3263.80   (feet)  ADJUSTED  
 FL0863  ___________________________________________________________________
 FL0863  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0863  DYNAMIC HT  -         993.657 (meters)    3260.02  (feet)  COMP
 FL0863  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 FL0863
 FL0863  VERT ORDER  -  FIRST     CLASS II
 FL0863
 FL0863.The horizontal coordinates were scaled from a topographic map and have
 FL0863.an estimated accuracy of +/- 6 seconds.
 FL0863
 FL0863.The orthometric height was determined by differential leveling
 FL0863.and adjusted by the National Geodetic Survey in June 1991..
 FL0863
 FL0863.The geoid height was determined by GEOID03.
 FL0863
 FL0863.The dynamic height is computed by dividing the NAVD 88
 FL0863.geopotential number by the normal gravity value computed on the
 FL0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0863.degrees latitude (g = 980.6199 gals.).
 FL0863
 FL0863.The modeled gravity was interpolated from observed gravity values.
 FL0863
 FL0863;                    North         East    Units  Estimated Accuracy
 FL0863;SPC TX N     - 1,132,530.      238,930.      MT  (+/- 180 meters Scaled)
 FL0863
 FL0863                          SUPERSEDED SURVEY CONTROL
 FL0863
 FL0863  NGVD 29 (??/??/92)  994.361  (m)         3262.33   (f) ADJ UNCH    1 2
 FL0863
 FL0863.Superseded values are not recommended for survey control.
 FL0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0863.See file dsdata.txt to determine how the superseded data were derived.
 FL0863
 FL0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD113965(NAD 83)
 FL0863_MARKER: DB = BENCH MARK DISK
 FL0863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0863_SP_SET: CULVERT
 FL0863_STAMPING: K 145 1938
 FL0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0863
 FL0863  HISTORY     - Date     Condition        Report By
 FL0863  HISTORY     - 1938     MONUMENTED       CGS
 FL0863  HISTORY     - 1943     GOOD             NGS
 FL0863  HISTORY     - 1971     GOOD             NGS
 FL0863
 FL0863                          STATION DESCRIPTION
 FL0863
 FL0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0863'2.5 MI E FROM GROOM.
 FL0863'IN GRAY COUNTY, 2.5 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 FL0863'PACIFIC RAILROAD FROM THE STATION AT GROOM, CARSON COUNTY, 2 POLES
 FL0863'WEST OF POLE 717/10, 75 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT
 FL0863'A CONCRETE CULVERT UNDER U.S. HIGHWAY 66, IN THE TOP OF THE SOUTHWEST
 FL0863'WING WALL, 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2
 FL0863'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 145 1938.
 FL0863
 FL0863                          STATION RECOVERY (1971)
 FL0863
 FL0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FL0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0864 ***********************************************************************
 FL0864  DESIGNATION -  K 145 RESET
 FL0864  PID         -  FL0864
 FL0864  STATE/COUNTY-  TX/GRAY
 FL0864  USGS QUAD   -  GROOM (1983)
 FL0864
 FL0864                         *CURRENT SURVEY CONTROL
 FL0864  ___________________________________________________________________
 FL0864* NAD 83(1986)-  35 11 38.     (N)    101 04 21.     (W)     SCALED    
 FL0864* NAVD 88     -       994.910  (meters)    3264.13   (feet)  ADJUSTED  
 FL0864  ___________________________________________________________________
 FL0864  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0864  DYNAMIC HT  -         993.759 (meters)    3260.36  (feet)  COMP
 FL0864  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 FL0864
 FL0864  VERT ORDER  -  FIRST     CLASS II
 FL0864
 FL0864.The horizontal coordinates were scaled from a topographic map and have
 FL0864.an estimated accuracy of +/- 6 seconds.
 FL0864
 FL0864.The orthometric height was determined by differential leveling
 FL0864.and adjusted by the National Geodetic Survey in June 1991..
 FL0864
 FL0864.The geoid height was determined by GEOID03.
 FL0864
 FL0864.The dynamic height is computed by dividing the NAVD 88
 FL0864.geopotential number by the normal gravity value computed on the
 FL0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0864.degrees latitude (g = 980.6199 gals.).
 FL0864
 FL0864.The modeled gravity was interpolated from observed gravity values.
 FL0864
 FL0864;                    North         East    Units  Estimated Accuracy
 FL0864;SPC TX N     - 1,132,530.      238,930.      MT  (+/- 180 meters Scaled)
 FL0864
 FL0864                          SUPERSEDED SURVEY CONTROL
 FL0864
 FL0864.No superseded survey control is available for this station.
 FL0864
 FL0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD113965(NAD 83)
 FL0864_MARKER: DB = BENCH MARK DISK
 FL0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0864_SP_SET: CONCRETE POST
 FL0864_STAMPING: K 145 RESET 1971
 FL0864_MARK LOGO: NGS   
 FL0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0864+STABILITY: SURFACE MOTION
 FL0864
 FL0864  HISTORY     - Date     Condition        Report By
 FL0864  HISTORY     - 1971     MONUMENTED       NGS
 FL0864  HISTORY     - 1984     GOOD             NGS
 FL0864
 FL0864                          STATION DESCRIPTION
 FL0864
 FL0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FL0864'2 MI E FROM GROOM.
 FL0864'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 66 FROM THE CHICAGO, ROCK
 FL0864'ISLAND AND PACIFIC RAILROAD DEPOT IN GROOM.  68 FEET SOUTH OF THE
 FL0864'PRESENT CENTER-LINE OF THE EAST BOUND TRAFFIC LAND OF U.S. HWY. 66,42
 FL0864'FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 2.8 FEET WEST OF A
 FL0864'TELEPHONE POLE AND 2.4 FEET EAST OF A METAL WITNESS POST. A STANDARD
 FL0864'BENCH MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS
 FL0864'ABOUT 8-INCHES AND IS STAMPED K 145 RESET 1971.
 FL0864
 FL0864                          STATION RECOVERY (1984)
 FL0864
 FL0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0864'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0864'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0864'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 15.2 KM (9.45 MI)
 FL0864'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PICIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0803 ***********************************************************************
 CT0803  DESIGNATION -  K 1450
 CT0803  PID         -  CT0803
 CT0803  STATE/COUNTY-  TX/COLEMAN
 CT0803  USGS QUAD   -  MC EWEN DRAW (1987)
 CT0803
 CT0803                         *CURRENT SURVEY CONTROL
 CT0803  ___________________________________________________________________
 CT0803* NAD 83(1986)-  32 00 12.     (N)    099 36 20.     (W)     SCALED    
 CT0803* NAVD 88     -       598.398  (meters)    1963.24   (feet)  ADJUSTED  
 CT0803  ___________________________________________________________________
 CT0803  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CT0803  DYNAMIC HT  -         597.611 (meters)    1960.66  (feet)  COMP
 CT0803  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 CT0803
 CT0803  VERT ORDER  -  FIRST     CLASS II
 CT0803
 CT0803.The horizontal coordinates were scaled from a topographic map and have
 CT0803.an estimated accuracy of +/- 6 seconds.
 CT0803
 CT0803.The orthometric height was determined by differential leveling
 CT0803.and adjusted by the National Geodetic Survey in June 1991..
 CT0803
 CT0803.The geoid height was determined by GEOID03.
 CT0803
 CT0803.The dynamic height is computed by dividing the NAVD 88
 CT0803.geopotential number by the normal gravity value computed on the
 CT0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0803.degrees latitude (g = 980.6199 gals.).
 CT0803
 CT0803.The modeled gravity was interpolated from observed gravity values.
 CT0803
 CT0803;                    North         East    Units  Estimated Accuracy
 CT0803;SPC TX C     - 3,259,270.      768,770.      MT  (+/- 180 meters Scaled)
 CT0803
 CT0803                          SUPERSEDED SURVEY CONTROL
 CT0803
 CT0803.No superseded survey control is available for this station.
 CT0803
 CT0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA428409(NAD 83)
 CT0803_MARKER: DB = BENCH MARK DISK
 CT0803_SETTING: 66 = SET IN ROCK OUTCROP
 CT0803_SP_SET: ROCK OUTCROP
 CT0803_STAMPING: K 1450 1982
 CT0803_MARK LOGO: NGS   
 CT0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0803+STABILITY: POSITION/ELEVATION WELL
 CT0803
 CT0803  HISTORY     - Date     Condition        Report By
 CT0803  HISTORY     - 1982     MONUMENTED       NGS
 CT0803
 CT0803                          STATION DESCRIPTION
 CT0803
 CT0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0803'20.0 KM (12.4 MI) SE FROM LAWN.
 CT0803'20.0 KM (12.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0803'JUNCTION WITH FARM ROAD 604 IN LAWN, 20.1 METERS (65.9 FT)
 CT0803'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 11.6 METERS (38.1
 CT0803'FT) EAST-SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE ROAD.  NOTE=THE
 CT0803'DISK IS 1 FT BELOW THE GROUND SURFACE, ACCESS TO WHICH IS THROUGH A
 CT0803'5-INCH LOGO CAP.
 CT0803'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 CT0803'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0845 ***********************************************************************
 CT0845  DESIGNATION -  K 1451
 CT0845  PID         -  CT0845
 CT0845  STATE/COUNTY-  TX/TAYLOR
 CT0845  USGS QUAD   -  ABILENE EAST (1987)
 CT0845
 CT0845                         *CURRENT SURVEY CONTROL
 CT0845  ___________________________________________________________________
 CT0845* NAD 83(1986)-  32 23 20.     (N)    099 44 36.     (W)     SCALED    
 CT0845* NAVD 88     -       541.543  (meters)    1776.71   (feet)  ADJUSTED  
 CT0845  ___________________________________________________________________
 CT0845  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CT0845  DYNAMIC HT  -         540.839 (meters)    1774.40  (feet)  COMP
 CT0845  MODELED GRAV-     979,321.7   (mgal)                       NAVD 88
 CT0845
 CT0845  VERT ORDER  -  FIRST     CLASS II
 CT0845
 CT0845.The horizontal coordinates were scaled from a topographic map and have
 CT0845.an estimated accuracy of +/- 6 seconds.
 CT0845
 CT0845.The orthometric height was determined by differential leveling
 CT0845.and adjusted by the National Geodetic Survey in June 1991..
 CT0845
 CT0845.The geoid height was determined by GEOID03.
 CT0845
 CT0845.The dynamic height is computed by dividing the NAVD 88
 CT0845.geopotential number by the normal gravity value computed on the
 CT0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0845.degrees latitude (g = 980.6199 gals.).
 CT0845
 CT0845.The modeled gravity was interpolated from observed gravity values.
 CT0845
 CT0845;                    North         East    Units  Estimated Accuracy
 CT0845;SPC TXNC     - 2,080,780.      483,020.      MT  (+/- 180 meters Scaled)
 CT0845
 CT0845                          SUPERSEDED SURVEY CONTROL
 CT0845
 CT0845.No superseded survey control is available for this station.
 CT0845
 CT0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA300837(NAD 83)
 CT0845_MARKER: DB = BENCH MARK DISK
 CT0845_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0845_SP_SET: PIER
 CT0845_STAMPING: K 1451 1982
 CT0845_MARK LOGO: NGS   
 CT0845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0845+STABILITY: POSITION/ELEVATION WELL
 CT0845
 CT0845  HISTORY     - Date     Condition        Report By
 CT0845  HISTORY     - 1982     MONUMENTED       NGS
 CT0845  HISTORY     - 19940707 GOOD             USPSQD
 CT0845  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0845
 CT0845                          STATION DESCRIPTION
 CT0845
 CT0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0845'8.1 KM (5.0 MI) SOUTH FROM ABILENE.
 CT0845'1.0 KM (0.6 MI) EASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0845'STATION IN ABILENE, THENCE 5.3 KM (3.3 MI) SOUTHERLY ALONG THE
 CT0845'SOUTHERN PACIFIC RAILROAD, THENCE 1.8 KM (1.1 MI) SOUTHERLY ALONG U.S.
 CT0845'HIGHWAYS 83 AND 84, SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST
 CT0845'NORTHWESTERLY ONE OF TWO PIERS OF THE LOOP 322 OVERPASS AND 9.0 METERS
 CT0845'(29.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 CT0845'THE MARK IS 1.4 M ABOVE THE GROUND.
 CT0845
 CT0845                          STATION RECOVERY (1994)
 CT0845
 CT0845'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0845'RECOVERED IN GOOD CONDITION.
 CT0845
 CT0845                          STATION RECOVERY (2001)
 CT0845
 CT0845'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0823 ***********************************************************************
 CU0823  DESIGNATION -  K 1452
 CU0823  PID         -  CU0823
 CU0823  STATE/COUNTY-  TX/MIDLAND
 CU0823  USGS QUAD   -  GERMANIA (1974)
 CU0823
 CU0823                         *CURRENT SURVEY CONTROL
 CU0823  ___________________________________________________________________
 CU0823* NAD 83(1986)-  32 03 56.     (N)    101 56 17.     (W)     SCALED    
 CU0823* NAVD 88     -       837.156  (meters)    2746.57   (feet)  ADJUSTED  
 CU0823  ___________________________________________________________________
 CU0823  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CU0823  DYNAMIC HT  -         835.986 (meters)    2742.73  (feet)  COMP
 CU0823  MODELED GRAV-     979,214.9   (mgal)                       NAVD 88
 CU0823
 CU0823  VERT ORDER  -  FIRST     CLASS II
 CU0823
 CU0823.The horizontal coordinates were scaled from a topographic map and have
 CU0823.an estimated accuracy of +/- 6 seconds.
 CU0823
 CU0823.The orthometric height was determined by differential leveling
 CU0823.and adjusted by the National Geodetic Survey in June 1991..
 CU0823
 CU0823.The geoid height was determined by GEOID03.
 CU0823
 CU0823.The dynamic height is computed by dividing the NAVD 88
 CU0823.geopotential number by the normal gravity value computed on the
 CU0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0823.degrees latitude (g = 980.6199 gals.).
 CU0823
 CU0823.The modeled gravity was interpolated from observed gravity values.
 CU0823
 CU0823;                    North         East    Units  Estimated Accuracy
 CU0823;SPC TX C     - 3,267,040.      548,470.      MT  (+/- 180 meters Scaled)
 CU0823
 CU0823                          SUPERSEDED SURVEY CONTROL
 CU0823
 CU0823.No superseded survey control is available for this station.
 CU0823
 CU0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA226514(NAD 83)
 CU0823_MARKER: I = METAL ROD
 CU0823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0823_SP_SET: STAINLESS STEEL ROD
 CU0823_STAMPING: K 1452 1982
 CU0823_MARK LOGO: NGS   
 CU0823_PROJECTION: FLUSH
 CU0823_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0823_ROD/PIPE-DEPTH: 5.5  meters
 CU0823
 CU0823  HISTORY     - Date     Condition        Report By
 CU0823  HISTORY     - 1982     MONUMENTED       NGS
 CU0823  HISTORY     - 20000402 GOOD             LOCSUR
 CU0823
 CU0823                          STATION DESCRIPTION
 CU0823
 CU0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0823'14.8 KM (9.2 MI) NE FROM MIDLAND.
 CU0823'14.8 KM (9.2 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0823'FROM THE POST OFFICE IN MIDLAND, 0.1 KM (0.05 MI) SOUTHWEST OF HIGHWAY
 CU0823'MILEPOST 147, 18.7 METERS (61.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CU0823'EAST BOUND LANES OF INTERSTATE HIGHWAY 20, 7.8 METERS (25.6 FT)
 CU0823'NORTHWEST OF THE NEAR RAIL AND 1.2 METERS (3.9 FT) NORTHEAST OF
 CU0823'RAILROAD MILEPOST 544.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CU0823'5-INCH LOGO CAP.
 CU0823'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CU0823'THE MARK IS 0.6 M BELOW THE TRACKS.
 CU0823
 CU0823                          STATION RECOVERY (2000)
 CU0823
 CU0823'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JW)
 CU0823'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0797 ***********************************************************************
 CU0797  DESIGNATION -  K 1453
 CU0797  PID         -  CU0797
 CU0797  STATE/COUNTY-  TX/HOWARD
 CU0797  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0797
 CU0797                         *CURRENT SURVEY CONTROL
 CU0797  ___________________________________________________________________
 CU0797* NAD 83(1986)-  32 15 45.     (N)    101 27 17.     (W)     SCALED    
 CU0797* NAVD 88     -       740.421  (meters)    2429.20   (feet)  ADJUSTED  
 CU0797  ___________________________________________________________________
 CU0797  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CU0797  DYNAMIC HT  -         739.406 (meters)    2425.87  (feet)  COMP
 CU0797  MODELED GRAV-     979,243.6   (mgal)                       NAVD 88
 CU0797
 CU0797  VERT ORDER  -  FIRST     CLASS II
 CU0797
 CU0797.The horizontal coordinates were scaled from a topographic map and have
 CU0797.an estimated accuracy of +/- 6 seconds.
 CU0797
 CU0797.The orthometric height was determined by differential leveling
 CU0797.and adjusted by the National Geodetic Survey in June 1991..
 CU0797
 CU0797.The geoid height was determined by GEOID03.
 CU0797
 CU0797.The dynamic height is computed by dividing the NAVD 88
 CU0797.geopotential number by the normal gravity value computed on the
 CU0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0797.degrees latitude (g = 980.6199 gals.).
 CU0797
 CU0797.The modeled gravity was interpolated from observed gravity values.
 CU0797
 CU0797;                    North         East    Units  Estimated Accuracy
 CU0797;SPC TXNC     - 2,069,990.      321,640.      MT  (+/- 180 meters Scaled)
 CU0797
 CU0797                          SUPERSEDED SURVEY CONTROL
 CU0797
 CU0797.No superseded survey control is available for this station.
 CU0797
 CU0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA687721(NAD 83)
 CU0797_MARKER: DB = BENCH MARK DISK
 CU0797_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0797_SP_SET: ABUTMENT
 CU0797_STAMPING: K 1453 1982
 CU0797_MARK LOGO: NGS   
 CU0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0797+STABILITY: POSITION/ELEVATION WELL
 CU0797
 CU0797  HISTORY     - Date     Condition        Report By
 CU0797  HISTORY     - 1982     MONUMENTED       NGS
 CU0797
 CU0797                          STATION DESCRIPTION
 CU0797
 CU0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0797'3.6 KM (2.25 MI) NE FROM BIG SPRING.
 CU0797'3.6 KM (2.25 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0797'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, IN TOP OF AND 0.2 METER
 CU0797'(0.7 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF THE
 CU0797'SOUTH 1 OF 2 HIGHWAY BRIDGES AND 4.6 METERS (15.1 FT) NORTH OF THE
 CU0797'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CU0797'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0431 ***********************************************************************
 BN0431  DESIGNATION -  K 1454
 BN0431  PID         -  BN0431
 BN0431  STATE/COUNTY-  TX/KIMBLE
 BN0431  USGS QUAD   -  TELEGRAPH (1974)
 BN0431
 BN0431                         *CURRENT SURVEY CONTROL
 BN0431  ___________________________________________________________________
 BN0431* NAD 83(1986)-  30 22 28.     (N)    099 53 19.     (W)     SCALED    
 BN0431* NAVD 88     -       556.594  (meters)    1826.09   (feet)  ADJUSTED  
 BN0431  ___________________________________________________________________
 BN0431  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 BN0431  DYNAMIC HT  -         555.800 (meters)    1823.49  (feet)  COMP
 BN0431  MODELED GRAV-     979,198.0   (mgal)                       NAVD 88
 BN0431
 BN0431  VERT ORDER  -  FIRST     CLASS II
 BN0431
 BN0431.The horizontal coordinates were scaled from a topographic map and have
 BN0431.an estimated accuracy of +/- 6 seconds.
 BN0431
 BN0431.The orthometric height was determined by differential leveling
 BN0431.and adjusted by the National Geodetic Survey in June 1991..
 BN0431
 BN0431.The geoid height was determined by GEOID03.
 BN0431
 BN0431.The dynamic height is computed by dividing the NAVD 88
 BN0431.geopotential number by the normal gravity value computed on the
 BN0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0431.degrees latitude (g = 980.6199 gals.).
 BN0431
 BN0431.The modeled gravity was interpolated from observed gravity values.
 BN0431
 BN0431;                    North         East    Units  Estimated Accuracy
 BN0431;SPC TX C     - 3,078,550.      742,750.      MT  (+/- 180 meters Scaled)
 BN0431
 BN0431                          SUPERSEDED SURVEY CONTROL
 BN0431
 BN0431.No superseded survey control is available for this station.
 BN0431
 BN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU146606(NAD 83)
 BN0431_MARKER: I = METAL ROD
 BN0431_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0431+WITH SETTING: INFORMATION.
 BN0431_SP_SET: SHALLOW SET METAL ROD
 BN0431_STAMPING: K 1454 1982
 BN0431_MARK LOGO: NGS   
 BN0431_PROJECTION: FLUSH
 BN0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0431_ROD/PIPE-DEPTH: 1.5  meters
 BN0431
 BN0431  HISTORY     - Date     Condition        Report By
 BN0431  HISTORY     - 1982     MONUMENTED       NGS
 BN0431  HISTORY     - 19981121 GOOD             USPSQD
 BN0431
 BN0431                          STATION DESCRIPTION
 BN0431
 BN0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0431'19.2 KM (11.95 MI) SW FROM JUNCTION.
 BN0431'19.2 KM (11.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0431'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT A FIELD
 BN0431'ENTRANCE, 0.1 KM (0.05 MI) NORTH OF WOOTEN CEMETERY, 32.0 METERS
 BN0431'(105.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 16.5 METERS (54.1
 BN0431'FT) EAST OF A FENCE AND UTILITY POLE AND 14.8 METERS (48.6 FT) NORTH
 BN0431'OF A TRACK ROAD LEADING EAST.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.
 BN0431'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0431'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BN0431'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BN0431
 BN0431                          STATION RECOVERY (1998)
 BN0431
 BN0431'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0821 ***********************************************************************
 CA0821  DESIGNATION -  K 1455
 CA0821  PID         -  CA0821
 CA0821  STATE/COUNTY-  TX/MCCULLOCH
 CA0821  USGS QUAD   -  PLACID (1979)
 CA0821
 CA0821                         *CURRENT SURVEY CONTROL
 CA0821  ___________________________________________________________________
 CA0821* NAD 83(1986)-  31 20 11.     (N)    099 11 51.     (W)     SCALED    
 CA0821* NAVD 88     -       505.370  (meters)    1658.03   (feet)  ADJUSTED  
 CA0821  ___________________________________________________________________
 CA0821  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CA0821  DYNAMIC HT  -         504.694 (meters)    1655.82  (feet)  COMP
 CA0821  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 CA0821
 CA0821  VERT ORDER  -  FIRST     CLASS II
 CA0821
 CA0821.The horizontal coordinates were scaled from a topographic map and have
 CA0821.an estimated accuracy of +/- 6 seconds.
 CA0821
 CA0821.The orthometric height was determined by differential leveling
 CA0821.and adjusted by the National Geodetic Survey in June 1991..
 CA0821
 CA0821.The geoid height was determined by GEOID03.
 CA0821
 CA0821.The dynamic height is computed by dividing the NAVD 88
 CA0821.geopotential number by the normal gravity value computed on the
 CA0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0821.degrees latitude (g = 980.6199 gals.).
 CA0821
 CA0821.The modeled gravity was interpolated from observed gravity values.
 CA0821
 CA0821;                    North         East    Units  Estimated Accuracy
 CA0821;SPC TX C     - 3,185,650.      808,080.      MT  (+/- 180 meters Scaled)
 CA0821
 CA0821                          SUPERSEDED SURVEY CONTROL
 CA0821
 CA0821.No superseded survey control is available for this station.
 CA0821
 CA0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV812669(NAD 83)
 CA0821_MARKER: I = METAL ROD
 CA0821_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0821+WITH SETTING: INFORMATION.
 CA0821_SP_SET: SHALLOW SET METAL ROD
 CA0821_STAMPING: K 1455 1982
 CA0821_MARK LOGO: NGS   
 CA0821_PROJECTION: FLUSH
 CA0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0821+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 CA0821_ROD/PIPE-DEPTH: 1.2  meters
 CA0821
 CA0821  HISTORY     - Date     Condition        Report By
 CA0821  HISTORY     - 1982     MONUMENTED       NGS
 CA0821  HISTORY     - 19950826 GOOD             USPSQD
 CA0821  HISTORY     - 20060319 GOOD             USPSQD
 CA0821
 CA0821                          STATION DESCRIPTION
 CA0821
 CA0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0821'26.3 KM (16.35 MI) NE FROM BRADY.
 CA0821'26.3 KM (16.35 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0821'COURTHOUSE IN BRADY, 15.2 METERS (49.9 FT) NORTHWEST OF THE CENTERLINE
 CA0821'OF THE HIGHWAY AND 3.7 METERS (12.1 FT) SOUTHWEST OF THE CENTER OF A
 CA0821'FIELD ENTRANCE.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE
 CA0821'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0821'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CA0821'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0821
 CA0821                          STATION RECOVERY (1995)
 CA0821
 CA0821'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0821'RECOVERED IN GOOD CONDITION.
 CA0821
 CA0821                          STATION RECOVERY (2006)
 CA0821
 CA0821'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0821'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0847 ***********************************************************************
 CA0847  DESIGNATION -  K 1456
 CA0847  PID         -  CA0847
 CA0847  STATE/COUNTY-  TX/BROWN
 CA0847  USGS QUAD   -  BANGS EAST (1987)
 CA0847
 CA0847                         *CURRENT SURVEY CONTROL
 CA0847  ___________________________________________________________________
 CA0847* NAD 83(1986)-  31 39 28.     (N)    099 00 18.     (W)     SCALED    
 CA0847* NAVD 88     -       479.433  (meters)    1572.94   (feet)  ADJUSTED  
 CA0847  ___________________________________________________________________
 CA0847  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CA0847  DYNAMIC HT  -         478.804 (meters)    1570.88  (feet)  COMP
 CA0847  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 CA0847
 CA0847  VERT ORDER  -  FIRST     CLASS II
 CA0847
 CA0847.The horizontal coordinates were scaled from a topographic map and have
 CA0847.an estimated accuracy of +/- 6 seconds.
 CA0847
 CA0847.The orthometric height was determined by differential leveling
 CA0847.and adjusted by the National Geodetic Survey in June 1991..
 CA0847
 CA0847.The geoid height was determined by GEOID03.
 CA0847
 CA0847.The dynamic height is computed by dividing the NAVD 88
 CA0847.geopotential number by the normal gravity value computed on the
 CA0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0847.degrees latitude (g = 980.6199 gals.).
 CA0847
 CA0847.The modeled gravity was interpolated from observed gravity values.
 CA0847
 CA0847;                    North         East    Units  Estimated Accuracy
 CA0847;SPC TX C     - 3,221,480.      825,970.      MT  (+/- 180 meters Scaled)
 CA0847
 CA0847                          SUPERSEDED SURVEY CONTROL
 CA0847
 CA0847.No superseded survey control is available for this station.
 CA0847
 CA0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA995025(NAD 83)
 CA0847_MARKER: DB = BENCH MARK DISK
 CA0847_SETTING: 66 = SET IN ROCK OUTCROP
 CA0847_SP_SET: ROCK OUTCROP
 CA0847_STAMPING: K 1456 1982
 CA0847_MARK LOGO: NGS   
 CA0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0847+STABILITY: POSITION/ELEVATION WELL
 CA0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0847+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 CA0847
 CA0847  HISTORY     - Date     Condition        Report By
 CA0847  HISTORY     - 1982     MONUMENTED       NGS
 CA0847  HISTORY     - 20020730 GOOD             USPSQD
 CA0847
 CA0847                          STATION DESCRIPTION
 CA0847
 CA0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0847'8.4 KM (5.2 MI) SW FROM BROWNWOOD.
 CA0847'8.4 KM (5.2 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS JUNCTION
 CA0847'WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, IN THE CENTER OF A 3 BY 18
 CA0847'FT EXPOSED AREA OF OUTCROPPING BEDROCK ON THE TOP OF A HIGHWAY CUT,
 CA0847'21.5 METERS (70.5 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND
 CA0847'LANES OF THE HIGHWAY, 6.8 METERS (22.3 FT) WEST OF A UTILITY POLE, 6.2
 CA0847'METERS (20.3 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE HIGHWAY CUT
 CA0847'AND 4.4 METERS (14.4 FT) NORTHWEST OF A FENCE.
 CA0847'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 CA0847'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 CA0847
 CA0847                          STATION RECOVERY (2002)
 CA0847
 CA0847'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0871 ***********************************************************************
 CA0871  DESIGNATION -  K 1457
 CA0871  PID         -  CA0871
 CA0871  STATE/COUNTY-  TX/COLEMAN
 CA0871  USGS QUAD   -  LAKE SAN TANA (1963)
 CA0871
 CA0871                         *CURRENT SURVEY CONTROL
 CA0871  ___________________________________________________________________
 CA0871* NAD 83(1986)-  31 46 09.     (N)    099 21 13.     (W)     SCALED    
 CA0871* NAVD 88     -       503.116  (meters)    1650.64   (feet)  ADJUSTED  
 CA0871  ___________________________________________________________________
 CA0871  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CA0871  DYNAMIC HT  -         502.453 (meters)    1648.46  (feet)  COMP
 CA0871  MODELED GRAV-     979,305.3   (mgal)                       NAVD 88
 CA0871
 CA0871  VERT ORDER  -  FIRST     CLASS II
 CA0871
 CA0871.The horizontal coordinates were scaled from a topographic map and have
 CA0871.an estimated accuracy of +/- 6 seconds.
 CA0871
 CA0871.The orthometric height was determined by differential leveling
 CA0871.and adjusted by the National Geodetic Survey in June 1991..
 CA0871
 CA0871.The geoid height was determined by GEOID03.
 CA0871
 CA0871.The dynamic height is computed by dividing the NAVD 88
 CA0871.geopotential number by the normal gravity value computed on the
 CA0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0871.degrees latitude (g = 980.6199 gals.).
 CA0871
 CA0871.The modeled gravity was interpolated from observed gravity values.
 CA0871
 CA0871;                    North         East    Units  Estimated Accuracy
 CA0871;SPC TX C     - 3,233,490.      792,800.      MT  (+/- 180 meters Scaled)
 CA0871
 CA0871                          SUPERSEDED SURVEY CONTROL
 CA0871
 CA0871.No superseded survey control is available for this station.
 CA0871
 CA0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA665149(NAD 83)
 CA0871_MARKER: I = METAL ROD
 CA0871_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0871_SP_SET: STAINLESS STEEL ROD
 CA0871_STAMPING: K 1457 1982
 CA0871_MARK LOGO: NGS   
 CA0871_PROJECTION: FLUSH
 CA0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0871+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0871_ROD/PIPE-DEPTH: 3.7  meters
 CA0871
 CA0871  HISTORY     - Date     Condition        Report By
 CA0871  HISTORY     - 1982     MONUMENTED       NGS
 CA0871  HISTORY     - 20060320 GOOD             USPSQD
 CA0871
 CA0871                          STATION DESCRIPTION
 CA0871
 CA0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0871'12.2 KM (7.6 MI) SE FROM COLEMAN.
 CA0871'12.2 KM (7.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM ITS
 CA0871'JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, 0.9 KM
 CA0871'(0.55 MI) SOUTHEAST OF THE ENTRANCE TO A ROADSIDE PARK, 22.6 METERS
 CA0871'(74.1 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 18.1
 CA0871'METERS (59.4 FT) NORTHWEST OF THE NORTHWEST END OF A MULTI-BOX
 CA0871'CULVERT.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0871'THE MARK IS 0.3 METERS  ENE FROM  A WITNESS POST AND FENCE
 CA0871'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0871
 CA0871                          STATION RECOVERY (2006)
 CA0871
 CA0871'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0871'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0731 ***********************************************************************
 CU0731  DESIGNATION -  K 1458
 CU0731  PID         -  CU0731
 CU0731  STATE/COUNTY-  TX/NOLAN
 CU0731  USGS QUAD   -  CHALK PEAK (1984)
 CU0731
 CU0731                         *CURRENT SURVEY CONTROL
 CU0731  ___________________________________________________________________
 CU0731* NAD 83(1986)-  32 29 16.     (N)    100 10 49.     (W)     SCALED    
 CU0731* NAVD 88     -       605.641  (meters)    1987.01   (feet)  ADJUSTED  
 CU0731  ___________________________________________________________________
 CU0731  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CU0731  DYNAMIC HT  -         604.847 (meters)    1984.40  (feet)  COMP
 CU0731  MODELED GRAV-     979,308.7   (mgal)                       NAVD 88
 CU0731
 CU0731  VERT ORDER  -  FIRST     CLASS II
 CU0731
 CU0731.The horizontal coordinates were scaled from a topographic map and have
 CU0731.an estimated accuracy of +/- 6 seconds.
 CU0731
 CU0731.The orthometric height was determined by differential leveling
 CU0731.and adjusted by the National Geodetic Survey in June 1991..
 CU0731
 CU0731.The geoid height was determined by GEOID03.
 CU0731
 CU0731.The dynamic height is computed by dividing the NAVD 88
 CU0731.geopotential number by the normal gravity value computed on the
 CU0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0731.degrees latitude (g = 980.6199 gals.).
 CU0731
 CU0731.The modeled gravity was interpolated from observed gravity values.
 CU0731
 CU0731;                    North         East    Units  Estimated Accuracy
 CU0731;SPC TXNC     - 2,092,320.      442,090.      MT  (+/- 180 meters Scaled)
 CU0731
 CU0731                          SUPERSEDED SURVEY CONTROL
 CU0731
 CU0731.No superseded survey control is available for this station.
 CU0731
 CU0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA891951(NAD 83)
 CU0731_MARKER: DB = BENCH MARK DISK
 CU0731_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0731_SP_SET: PIER
 CU0731_STAMPING: K 1458 1982
 CU0731_MARK LOGO: NGS   
 CU0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0731
 CU0731  HISTORY     - Date     Condition        Report By
 CU0731  HISTORY     - 1982     MONUMENTED       NGS
 CU0731
 CU0731                          STATION DESCRIPTION
 CU0731
 CU0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0731'22.1 KM (13.75 MI) EAST FROM SWEETWATER.
 CU0731'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0731'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0731'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0731'17.7 KM (11.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, SET VERTICALLY
 CU0731'IN THE SOUTH FACE OF THE MOST WESTERLY ONE OF TWO PIERS OF THE FIRST
 CU0731'SET OF PIERS NORTH OF THE SOUTH ABUTMENT OF WHITE FLAT ROAD (EXIT 258)
 CU0731'OVERPASS, 25.9 METERS (85.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CU0731'THE EAST BOUND LANES OF THE HIGHWAY AND 5.2 METERS (17.1 FT)
 CU0731'SOUTH-SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD.
 CU0731'THE MARK IS 1.2 M ABOVE A CONCRETE DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0762 ***********************************************************************
 CU0762  DESIGNATION -  K 1459
 CU0762  PID         -  CU0762
 CU0762  STATE/COUNTY-  TX/MITCHELL
 CU0762  USGS QUAD   -  COLORADO CITY (1979)
 CU0762
 CU0762                         *CURRENT SURVEY CONTROL
 CU0762  ___________________________________________________________________
 CU0762* NAD 83(1986)-  32 24 04.     (N)    100 47 32.     (W)     SCALED    
 CU0762* NAVD 88     -       677.609  (meters)    2223.12   (feet)  ADJUSTED  
 CU0762  ___________________________________________________________________
 CU0762  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CU0762  DYNAMIC HT  -         676.702 (meters)    2220.15  (feet)  COMP
 CU0762  MODELED GRAV-     979,278.4   (mgal)                       NAVD 88
 CU0762
 CU0762  VERT ORDER  -  FIRST     CLASS II
 CU0762
 CU0762.The horizontal coordinates were scaled from a topographic map and have
 CU0762.an estimated accuracy of +/- 6 seconds.
 CU0762
 CU0762.The orthometric height was determined by differential leveling
 CU0762.and adjusted by the National Geodetic Survey in June 1991..
 CU0762
 CU0762.The geoid height was determined by GEOID03.
 CU0762
 CU0762.The dynamic height is computed by dividing the NAVD 88
 CU0762.geopotential number by the normal gravity value computed on the
 CU0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0762.degrees latitude (g = 980.6199 gals.).
 CU0762
 CU0762.The modeled gravity was interpolated from observed gravity values.
 CU0762
 CU0762;                    North         East    Units  Estimated Accuracy
 CU0762;SPC TXNC     - 2,083,800.      384,380.      MT  (+/- 180 meters Scaled)
 CU0762
 CU0762                          SUPERSEDED SURVEY CONTROL
 CU0762
 CU0762.No superseded survey control is available for this station.
 CU0762
 CU0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA314863(NAD 83)
 CU0762_MARKER: I = METAL ROD
 CU0762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0762_SP_SET: STAINLESS STEEL ROD
 CU0762_STAMPING: K 1459 1982
 CU0762_MARK LOGO: NGS   
 CU0762_PROJECTION: FLUSH
 CU0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0762_ROD/PIPE-DEPTH: 4.0  meters
 CU0762
 CU0762  HISTORY     - Date     Condition        Report By
 CU0762  HISTORY     - 1982     MONUMENTED       NGS
 CU0762
 CU0762                          STATION DESCRIPTION
 CU0762
 CU0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0762'6.8 KM (4.25 MI) NE FROM COLORADO CITY.
 CU0762'6.8 KM (4.25 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0762'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, 0.1 KM (0.05 MI)
 CU0762'EAST OF MILEMARKER 221, 30.5 METERS (100.1 FT) SOUTHEAST OF THE
 CU0762'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 9.4 METERS (30.8
 CU0762'FT) SOUTH-SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD AND 1.4 METERS
 CU0762'(4.6 FT) EAST-NORTHEAST OF UTILITY POLE NUMBER 34-5.  NOTE=ACCESS TO
 CU0762'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0762'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CU0762'THE MARK IS 0.8 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0863 ***********************************************************************
 CU0863  DESIGNATION -  K 1460
 CU0863  PID         -  CU0863
 CU0863  STATE/COUNTY-  TX/SCURRY
 CU0863  USGS QUAD   -  INADALE (1969)
 CU0863
 CU0863                         *CURRENT SURVEY CONTROL
 CU0863  ___________________________________________________________________
 CU0863* NAD 83(1986)-  32 33 44.     (N)    100 42 26.     (W)     SCALED    
 CU0863* NAVD 88     -       726.449  (meters)    2383.36   (feet)  ADJUSTED  
 CU0863  ___________________________________________________________________
 CU0863  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CU0863  DYNAMIC HT  -         725.472 (meters)    2380.15  (feet)  COMP
 CU0863  MODELED GRAV-     979,269.6   (mgal)                       NAVD 88
 CU0863
 CU0863  VERT ORDER  -  FIRST     CLASS II
 CU0863
 CU0863.The horizontal coordinates were scaled from a topographic map and have
 CU0863.an estimated accuracy of +/- 6 seconds.
 CU0863
 CU0863.The orthometric height was determined by differential leveling
 CU0863.and adjusted by the National Geodetic Survey in June 1991..
 CU0863
 CU0863.The geoid height was determined by GEOID03.
 CU0863
 CU0863.The dynamic height is computed by dividing the NAVD 88
 CU0863.geopotential number by the normal gravity value computed on the
 CU0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0863.degrees latitude (g = 980.6199 gals.).
 CU0863
 CU0863.The modeled gravity was interpolated from observed gravity values.
 CU0863
 CU0863;                    North         East    Units  Estimated Accuracy
 CU0863;SPC TXNC     - 2,101,490.      392,750.      MT  (+/- 180 meters Scaled)
 CU0863
 CU0863                          SUPERSEDED SURVEY CONTROL
 CU0863
 CU0863.No superseded survey control is available for this station.
 CU0863
 CU0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB397040(NAD 83)
 CU0863_MARKER: I = METAL ROD
 CU0863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0863_SP_SET: STAINLESS STEEL ROD
 CU0863_STAMPING: K 1460 1982
 CU0863_MARK LOGO: NGS   
 CU0863_PROJECTION: FLUSH
 CU0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0863_ROD/PIPE-DEPTH: 7.3  meters
 CU0863
 CU0863  HISTORY     - Date     Condition        Report By
 CU0863  HISTORY     - 1982     MONUMENTED       NGS
 CU0863
 CU0863                          STATION DESCRIPTION
 CU0863
 CU0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0863'20.8 KM (12.9 MI) NW FROM ROSCOE.
 CU0863'20.8 KM (12.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM THE POST
 CU0863'OFFICE IN ROSCOE, 18.0 METERS (59.1 FT) SOUTHWEST OF THE CENTERLINE OF
 CU0863'THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 14.2 METERS (46.6 FT) SOUTH
 CU0863'OF THE CENTER OF FARM ROAD 1613, 11.6 METERS (38.1 FT) NORTHEAST OF
 CU0863'THE NEAR RAIL OF THE ROSCOE, SNYDER AND PACIFIC RAILROAD AND 1.0 METER
 CU0863'(3.3 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0863'THROUGH A 5-INCH LOGO CAP.
 CU0863'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CU0863'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0848 ***********************************************************************
 CU0848  DESIGNATION -  K 1461
 CU0848  PID         -  CU0848
 CU0848  STATE/COUNTY-  TX/SCURRY
 CU0848  USGS QUAD   -  SNYDER (1979)
 CU0848
 CU0848                         *CURRENT SURVEY CONTROL
 CU0848  ___________________________________________________________________
 CU0848* NAD 83(1986)-  32 43 01.     (N)    100 54 00.     (W)     SCALED    
 CU0848* NAVD 88     -       718.801  (meters)    2358.27   (feet)  ADJUSTED  
 CU0848  ___________________________________________________________________
 CU0848  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CU0848  DYNAMIC HT  -         717.851 (meters)    2355.15  (feet)  COMP
 CU0848  MODELED GRAV-     979,294.3   (mgal)                       NAVD 88
 CU0848
 CU0848  VERT ORDER  -  FIRST     CLASS II
 CU0848
 CU0848.The horizontal coordinates were scaled from a topographic map and have
 CU0848.an estimated accuracy of +/- 6 seconds.
 CU0848
 CU0848.The orthometric height was determined by differential leveling
 CU0848.and adjusted by the National Geodetic Survey in June 1991..
 CU0848
 CU0848.The geoid height was determined by GEOID03.
 CU0848
 CU0848.The dynamic height is computed by dividing the NAVD 88
 CU0848.geopotential number by the normal gravity value computed on the
 CU0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0848.degrees latitude (g = 980.6199 gals.).
 CU0848
 CU0848.The modeled gravity was interpolated from observed gravity values.
 CU0848
 CU0848;                    North         East    Units  Estimated Accuracy
 CU0848;SPC TXNC     - 2,119,040.      375,040.      MT  (+/- 180 meters Scaled)
 CU0848
 CU0848                          SUPERSEDED SURVEY CONTROL
 CU0848
 CU0848.No superseded survey control is available for this station.
 CU0848
 CU0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB219215(NAD 83)
 CU0848_MARKER: I = METAL ROD
 CU0848_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CU0848+WITH SETTING: INFORMATION.
 CU0848_SP_SET: SHALLOW SET METAL ROD
 CU0848_STAMPING: K 1461 1982
 CU0848_MARK LOGO: NGS   
 CU0848_PROJECTION: FLUSH
 CU0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0848_ROD/PIPE-DEPTH: 2.4  meters
 CU0848
 CU0848  HISTORY     - Date     Condition        Report By
 CU0848  HISTORY     - 1982     MONUMENTED       NGS
 CU0848
 CU0848                          STATION DESCRIPTION
 CU0848
 CU0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0848'IN SNYDER.
 CU0848'IN SNYDER, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND 25TH
 CU0848'STREET, 68.6 METERS (225.1 FT) SOUTHEAST OF THE CENTER OF THE
 CU0848'INTERSECTION, 11.7 METERS (38.4 FT) NORTHEAST OF THE NEAR RAIL AND 1.4
 CU0848'METERS (4.6 FT) NORTHWEST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED
 CU0848'AT 8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0848'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CU0848'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0546 ***********************************************************************
 EO0546  DESIGNATION -  K 1462
 EO0546  PID         -  EO0546
 EO0546  STATE/COUNTY-  TX/LAMB
 EO0546  USGS QUAD   -  MULESHOE NE (1980)
 EO0546
 EO0546                         *CURRENT SURVEY CONTROL
 EO0546  ___________________________________________________________________
 EO0546* NAD 83(1986)-  34 08 23.     (N)    102 36 57.     (W)     SCALED    
 EO0546* NAVD 88     -      1161.479  (meters)    3810.62   (feet)  ADJUSTED  
 EO0546  ___________________________________________________________________
 EO0546  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 EO0546  DYNAMIC HT  -        1159.970 (meters)    3805.67  (feet)  COMP
 EO0546  MODELED GRAV-     979,296.2   (mgal)                       NAVD 88
 EO0546
 EO0546  VERT ORDER  -  FIRST     CLASS II
 EO0546
 EO0546.The horizontal coordinates were scaled from a topographic map and have
 EO0546.an estimated accuracy of +/- 6 seconds.
 EO0546
 EO0546.The orthometric height was determined by differential leveling
 EO0546.and adjusted by the National Geodetic Survey in June 1991..
 EO0546
 EO0546.The geoid height was determined by GEOID03.
 EO0546
 EO0546.The dynamic height is computed by dividing the NAVD 88
 EO0546.geopotential number by the normal gravity value computed on the
 EO0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0546.degrees latitude (g = 980.6199 gals.).
 EO0546
 EO0546.The modeled gravity was interpolated from observed gravity values.
 EO0546
 EO0546;                    North         East    Units  Estimated Accuracy
 EO0546;SPC TXNC     - 2,281,690.      220,460.      MT  (+/- 180 meters Scaled)
 EO0546
 EO0546                          SUPERSEDED SURVEY CONTROL
 EO0546
 EO0546.No superseded survey control is available for this station.
 EO0546
 EO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT198802(NAD 83)
 EO0546_MARKER: I = METAL ROD
 EO0546_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EO0546_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EO0546_STAMPING: K 1462 1982
 EO0546_MARK LOGO: NGS   
 EO0546_PROJECTION: FLUSH
 EO0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0546+STABILITY: POSITION/ELEVATION WELL
 EO0546_ROD/PIPE-DEPTH: 9.8  meters
 EO0546_SLEEVE-DEPTH  : 9.1 meters
 EO0546
 EO0546  HISTORY     - Date     Condition        Report By
 EO0546  HISTORY     - 1982     MONUMENTED       NGS
 EO0546
 EO0546                          STATION DESCRIPTION
 EO0546
 EO0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0546'13.8 KM (8.55 MI) SE FROM MULESHOE.
 EO0546'13.8 KM (8.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0546'JUNCTION WITH U.S. HIGHWAY 70 IN MULESHOE, 0.2 KM (0.1 MI) SOUTHEAST
 EO0546'OF A FRONTAGE ROAD ENTRANCE, 61.3 METERS (201.1 FT) NORTHWEST OF THE
 EO0546'BAILEY-LAMB COUNTY LINE MARKER, 31.7 METERS (104.0 FT) SOUTHWEST OF
 EO0546'THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY AND 2.9
 EO0546'METERS (9.5 FT) NORTHWEST OF UTILITY POLE NUMBER 6.  NOTE=ACCESS TO
 EO0546'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0546'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST AND FENCE
 EO0546'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0456 ***********************************************************************
 DP0456  DESIGNATION -  K 1463
 DP0456  PID         -  DP0456
 DP0456  STATE/COUNTY-  TX/GARZA
 DP0456  USGS QUAD   -  POST WEST (1969)
 DP0456
 DP0456                         *CURRENT SURVEY CONTROL
 DP0456  ___________________________________________________________________
 DP0456* NAD 83(1986)-  33 12 39.     (N)    101 24 36.     (W)     SCALED    
 DP0456* NAVD 88     -       845.982  (meters)    2775.53   (feet)  ADJUSTED  
 DP0456  ___________________________________________________________________
 DP0456  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 DP0456  DYNAMIC HT  -         844.888 (meters)    2771.94  (feet)  COMP
 DP0456  MODELED GRAV-     979,315.9   (mgal)                       NAVD 88
 DP0456
 DP0456  VERT ORDER  -  FIRST     CLASS II
 DP0456
 DP0456.The horizontal coordinates were scaled from a topographic map and have
 DP0456.an estimated accuracy of +/- 6 seconds.
 DP0456
 DP0456.The orthometric height was determined by differential leveling
 DP0456.and adjusted by the National Geodetic Survey in June 1991..
 DP0456
 DP0456.The geoid height was determined by GEOID03.
 DP0456
 DP0456.The dynamic height is computed by dividing the NAVD 88
 DP0456.geopotential number by the normal gravity value computed on the
 DP0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0456.degrees latitude (g = 980.6199 gals.).
 DP0456
 DP0456.The modeled gravity was interpolated from observed gravity values.
 DP0456
 DP0456;                    North         East    Units  Estimated Accuracy
 DP0456;SPC TXNC     - 2,174,990.      328,770.      MT  (+/- 180 meters Scaled)
 DP0456
 DP0456                          SUPERSEDED SURVEY CONTROL
 DP0456
 DP0456.No superseded survey control is available for this station.
 DP0456
 DP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB753772(NAD 83)
 DP0456_MARKER: I = METAL ROD
 DP0456_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP0456+WITH SETTING: INFORMATION.
 DP0456_SP_SET: METAL ROD DRIVEN INTO GROUND
 DP0456_STAMPING: K 1463 1982
 DP0456_MARK LOGO: NGS   
 DP0456_PROJECTION: FLUSH
 DP0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0456+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0456_ROD/PIPE-DEPTH: 3.0  meters
 DP0456
 DP0456  HISTORY     - Date     Condition        Report By
 DP0456  HISTORY     - 1982     MONUMENTED       NGS
 DP0456  HISTORY     - 19890630 GOOD             NGS
 DP0456
 DP0456                          STATION DESCRIPTION
 DP0456
 DP0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0456'4.1 KM (2.55 MI) NW FROM POST.
 DP0456'4.1 KM (2.55 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DP0456'JUNCTION WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 21.8 METERS
 DP0456'(71.5 FT) EAST-SOUTHEAST OF A UTILITY POLE, 18.8 METERS (61.7 FT)
 DP0456'NORTHWEST OF THE CENTER OF A PRIVATE DRIVEWAY AND 14.1 METERS (46.3
 DP0456'FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DP0456'HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE DATUM
 DP0456'POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0456'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 DP0456'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0456
 DP0456                          STATION RECOVERY (1989)
 DP0456
 DP0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1642 ***********************************************************************
 AY1642  DESIGNATION -  K 1464
 AY1642  PID         -  AY1642
 AY1642  STATE/COUNTY-  TX/BEXAR
 AY1642  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1642
 AY1642                         *CURRENT SURVEY CONTROL
 AY1642  ___________________________________________________________________
 AY1642* NAD 83(1986)-  29 24 24.     (N)    098 37 03.     (W)     SCALED    
 AY1642* NAVD 88     -       220.971  (meters)     724.97   (feet)  ADJUSTED  
 AY1642  ___________________________________________________________________
 AY1642  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AY1642  DYNAMIC HT  -         220.650 (meters)     723.92  (feet)  COMP
 AY1642  MODELED GRAV-     979,186.7   (mgal)                       NAVD 88
 AY1642
 AY1642  VERT ORDER  -  FIRST     CLASS II
 AY1642
 AY1642.The horizontal coordinates were scaled from a topographic map and have
 AY1642.an estimated accuracy of +/- 6 seconds.
 AY1642
 AY1642.The orthometric height was determined by differential leveling
 AY1642.and adjusted by the National Geodetic Survey in June 1991..
 AY1642
 AY1642.The geoid height was determined by GEOID03.
 AY1642
 AY1642.The dynamic height is computed by dividing the NAVD 88
 AY1642.geopotential number by the normal gravity value computed on the
 AY1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1642.degrees latitude (g = 980.6199 gals.).
 AY1642
 AY1642.The modeled gravity was interpolated from observed gravity values.
 AY1642
 AY1642;                    North         East    Units  Estimated Accuracy
 AY1642;SPC TXSC     - 4,174,430.      637,120.      MT  (+/- 180 meters Scaled)
 AY1642
 AY1642                          SUPERSEDED SURVEY CONTROL
 AY1642
 AY1642.No superseded survey control is available for this station.
 AY1642
 AY1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT371531(NAD 83)
 AY1642_MARKER: I = METAL ROD
 AY1642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1642_SP_SET: STAINLESS STEEL ROD
 AY1642_STAMPING: K 1464 1982
 AY1642_MARK LOGO: NGS   
 AY1642_PROJECTION: FLUSH
 AY1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1642_ROD/PIPE-DEPTH: 4.9  meters
 AY1642
 AY1642  HISTORY     - Date     Condition        Report By
 AY1642  HISTORY     - 1982     MONUMENTED       NGS
 AY1642  HISTORY     - 19950510 GOOD             USPSQD
 AY1642
 AY1642                          STATION DESCRIPTION
 AY1642
 AY1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1642'IN SAN ANTONIO.
 AY1642'IN SAN ANTONIO AT THE WEST EDGE OF THE CITY NEAR THE JUNCTION OF
 AY1642'CASTROVILLE HIGHWAY (OLD HIGHWAY 90) AND WESTFIELD ROAD, ALSO 0.65 KM
 AY1642'(0.4 MI) EAST NORTHEAST ALONG CASTROVILLE HIGHWAY (OLD HIGHWAY 90)
 AY1642'FROM THE U.S. HIGHWAY 90 INTERCHANGE, ABOUT 122 METERS (400.0 FT) EAST
 AY1642'NORTHEAST OF THE JUNCTION OF WEST FIELD ROAD, 17.8 METERS (58.4 FT)
 AY1642'SOUTH SOUTHEAST OF CENTERLINE OF (OLD HIGHWAY 90), 25.0 METERS
 AY1642'(82.0 FT) SOUTH SOUTHWEST OF THE MOST EAST NORTHEAST ENTRANCE DRIVE OF
 AY1642'MOTEL, 3.1 METERS (10.3 FT) NORTH NORTHWEST OF A CONCRETE CURB,
 AY1642'43.6 METERS (143.0 FT) EAST NORTHEAST OF THE EAST SIDE OF A MOTEL
 AY1642'BILLBOARD SIGN, AND 1.2 METERS (3.8 FT) EAST NORTHEAST OF A POWERLINE
 AY1642'POLE NUMBER 491 WITH STREET LIGHT.  NOTE, LEVEL LINE NOW FOLLOWS OLD
 AY1642'HIGHWAY 90 WEST, COMMERCE ST, AND BUENA VISTA STREETS EAST.
 AY1642'THE MARK IS 1.5 M ABOVE HIGHWAY.
 AY1642
 AY1642                          STATION RECOVERY (1995)
 AY1642
 AY1642'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1686 ***********************************************************************
 AY1686  DESIGNATION -  K 1465
 AY1686  PID         -  AY1686
 AY1686  STATE/COUNTY-  TX/KENDALL
 AY1686  USGS QUAD   -  WARING (1982)
 AY1686
 AY1686                         *CURRENT SURVEY CONTROL
 AY1686  ___________________________________________________________________
 AY1686* NAD 83(1986)-  29 53 12.     (N)    098 48 26.     (W)     SCALED    
 AY1686* NAVD 88     -       450.465  (meters)    1477.90   (feet)  ADJUSTED  
 AY1686  ___________________________________________________________________
 AY1686  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AY1686  DYNAMIC HT  -         449.817 (meters)    1475.77  (feet)  COMP
 AY1686  MODELED GRAV-     979,188.4   (mgal)                       NAVD 88
 AY1686
 AY1686  VERT ORDER  -  FIRST     CLASS II
 AY1686
 AY1686.The horizontal coordinates were scaled from a topographic map and have
 AY1686.an estimated accuracy of +/- 6 seconds.
 AY1686
 AY1686.The orthometric height was determined by differential leveling
 AY1686.and adjusted by the National Geodetic Survey in June 1991..
 AY1686
 AY1686.The geoid height was determined by GEOID03.
 AY1686
 AY1686.The dynamic height is computed by dividing the NAVD 88
 AY1686.geopotential number by the normal gravity value computed on the
 AY1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1686.degrees latitude (g = 980.6199 gals.).
 AY1686
 AY1686.The modeled gravity was interpolated from observed gravity values.
 AY1686
 AY1686;                    North         East    Units  Estimated Accuracy
 AY1686;SPC TXSC     - 4,227,580.      618,620.      MT  (+/- 180 meters Scaled)
 AY1686
 AY1686                          SUPERSEDED SURVEY CONTROL
 AY1686
 AY1686.No superseded survey control is available for this station.
 AY1686
 AY1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU186062(NAD 83)
 AY1686_MARKER: DB = BENCH MARK DISK
 AY1686_SETTING: 66 = SET IN ROCK OUTCROP
 AY1686_SP_SET: ROCK OUTCROP
 AY1686_STAMPING: K 1465 1982
 AY1686_MARK LOGO: NGS   
 AY1686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1686+STABILITY: POSITION/ELEVATION WELL
 AY1686
 AY1686  HISTORY     - Date     Condition        Report By
 AY1686  HISTORY     - 1982     MONUMENTED       NGS
 AY1686  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1686  HISTORY     - 19940309 GOOD             USPSQD
 AY1686  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1686
 AY1686                          STATION DESCRIPTION
 AY1686
 AY1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1686'13.8 KM (8.60 MI) NW FROM BOERNE.
 AY1686'4.0 KM (2.5 MI) NORTHWEST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY1686'JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 7.5 KM (4.65 MI)
 AY1686'NORTHWEST ALONG THE NORTHEAST FRONTAGE ROAD TO THE ENTRANCE ROAD TO
 AY1686'THE WEST BOUND LANE OF INTERSTATE HIGHWAY 10, THENCE 2.3 KM (1.45 MI)
 AY1686'NORTH NORTHWEST ALONG OLD U.S. HIGHWAY 87, AT A POINT ABOUT
 AY1686'128.0 METERS (420.0 FT) EAST OF THE UNDERPASS UNDER INTERSTATE HIGHWAY
 AY1686'10, THE DISK IS SET IN ROCK OUTCROP AT THE NORTH NORTHEAST EDGE OF A
 AY1686'STEEP EMBANKMENT ON THE SOUTHWEST SIDE OF OLD HIGHWAY 87, 14.7 KM
 AY1686'(9.15 MI) SOUTHEAST ALONG INTERSTATE 10 FROM THE JUNCTION OF U.S.
 AY1686'HIGHWAY 87, IN THE NORTH EDGE OF COMFORT.  19.3 METERS (16.5 FT) SOUTH
 AY1686'SOUTHWEST OF THE CENTERLINE OF OLD HIGHWAY 87, 16.4 METERS (54.0 FT)
 AY1686'SOUTHWEST OF A STATE HIGHWAY MAINTAINANCE SIGN AND POST, 7.9 METERS
 AY1686'(26.0 FT) NORTH NORTHWEST OF A 1.8 METERS (6.0 FT) ROCK LEDGE, AND
 AY1686'68.8 METERS (226.0 FT) EAST SOUTHEAST OF THE SOUTHEAST END OF A
 AY1686'CONCRETE CULVERT.
 AY1686'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 AY1686'THE MARK IS ABOVE LEVEL WITH OLD U.S. HIGHWAY 87.
 AY1686
 AY1686                          STATION RECOVERY (1990)
 AY1686
 AY1686'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1686'MARK NOT FOUND.
 AY1686
 AY1686                          STATION RECOVERY (1994)
 AY1686
 AY1686'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1686'RECOVERED IN GOOD CONDITION.
 AY1686
 AY1686                          STATION RECOVERY (2005)
 AY1686
 AY1686'RECOVERY NOTE BY US POWER SQUADRON 2005 (WTJ)
 AY1686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0511 ***********************************************************************
 BN0511  DESIGNATION -  K 1466
 BN0511  PID         -  BN0511
 BN0511  STATE/COUNTY-  TX/KENDALL
 BN0511  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0511
 BN0511                         *CURRENT SURVEY CONTROL
 BN0511  ___________________________________________________________________
 BN0511* NAD 83(1986)-  30 08 10.     (N)    098 54 26.     (W)     SCALED    
 BN0511* NAVD 88     -       576.235  (meters)    1890.53   (feet)  ADJUSTED  
 BN0511  ___________________________________________________________________
 BN0511  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BN0511  DYNAMIC HT  -         575.413 (meters)    1887.83  (feet)  COMP
 BN0511  MODELED GRAV-     979,198.3   (mgal)                       NAVD 88
 BN0511
 BN0511  VERT ORDER  -  FIRST     CLASS II
 BN0511
 BN0511.The horizontal coordinates were scaled from a topographic map and have
 BN0511.an estimated accuracy of +/- 6 seconds.
 BN0511
 BN0511.The orthometric height was determined by differential leveling
 BN0511.and adjusted by the National Geodetic Survey in June 1991..
 BN0511
 BN0511.The geoid height was determined by GEOID03.
 BN0511
 BN0511.The dynamic height is computed by dividing the NAVD 88
 BN0511.geopotential number by the normal gravity value computed on the
 BN0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0511.degrees latitude (g = 980.6199 gals.).
 BN0511
 BN0511.The modeled gravity was interpolated from observed gravity values.
 BN0511
 BN0511;                    North         East    Units  Estimated Accuracy
 BN0511;SPC TXSC     - 4,255,220.      608,940.      MT  (+/- 180 meters Scaled)
 BN0511
 BN0511                          SUPERSEDED SURVEY CONTROL
 BN0511
 BN0511.No superseded survey control is available for this station.
 BN0511
 BN0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU089338(NAD 83)
 BN0511_MARKER: DB = BENCH MARK DISK
 BN0511_SETTING: 66 = SET IN ROCK OUTCROP
 BN0511_SP_SET: ROCK OUTCROP
 BN0511_STAMPING: K 1466 1982
 BN0511_MARK LOGO: NGS   
 BN0511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0511+STABILITY: POSITION/ELEVATION WELL
 BN0511
 BN0511  HISTORY     - Date     Condition        Report By
 BN0511  HISTORY     - 1982     MONUMENTED       NGS
 BN0511  HISTORY     - 19940330 GOOD             USPSQD
 BN0511  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 BN0511  HISTORY     - 20050303 MARK NOT FOUND   USPSQD
 BN0511
 BN0511                          STATION DESCRIPTION
 BN0511
 BN0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0511'16.7 KM (10.40 MI) SOUT FROM FREDERICKSBURG.
 BN0511'16.7 KM (10.4 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0511'U.S. HIGHWAY 290 IN FREDERICKSBURG, ABOUT 0.2 KM (0.15 MI) SOUTH OF
 BN0511'THE COUNTY LINE, SET IN THE TOP OF 0.6 METER (2.0 FT) BY 1.2 METERS
 BN0511'(4.0 FT) LIMESTONE ROCK OUTCROP, 42.0 METERS (138.0 FT) WEST OF THE
 BN0511'CENTERLINE OF THE HIGHWAY, 36.1 METERS (118.5 FT) NORTH OF A 50 CM
 BN0511'TWIN TRUNK OAK TREE, 1.2 METERS (4.0 FT) EAST OF THE FENCE LINE,
 BN0511'1.2 METERS (4.6 FT) SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER.
 BN0511'THE MARK IS 8 M ABOVE HIGHWAY.
 BN0511
 BN0511                          STATION RECOVERY (1994)
 BN0511
 BN0511'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0511'RECOVERED IN GOOD CONDITION.
 BN0511
 BN0511                          STATION RECOVERY (2004)
 BN0511
 BN0511'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BN0511'TRENCHING FOR UNDERGROUND UTILITIES HAS PROBABLY DESTROYED THIS MARK.
 BN0511'IT APPEARS THAT THE SMALL ROCK OUTCROPPING HAS BEEN BROCKEN UP.
 BN0511
 BN0511                          STATION RECOVERY (2005)
 BN0511
 BN0511'RECOVERY NOTE BY US POWER SQUADRON 2005 (SD)
 BN0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0535 ***********************************************************************
 BN0535  DESIGNATION -  K 1467
 BN0535  PID         -  BN0535
 BN0535  STATE/COUNTY-  TX/GILLESPIE
 BN0535  USGS QUAD   -  CHERRY MOUNTAIN (1967)
 BN0535
 BN0535                         *CURRENT SURVEY CONTROL
 BN0535  ___________________________________________________________________
 BN0535* NAD 83(1986)-  30 26 47.     (N)    098 58 43.     (W)     SCALED    
 BN0535* NAVD 88     -       591.704  (meters)    1941.28   (feet)  ADJUSTED  
 BN0535  ___________________________________________________________________
 BN0535  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 BN0535  DYNAMIC HT  -         590.880 (meters)    1938.58  (feet)  COMP
 BN0535  MODELED GRAV-     979,228.0   (mgal)                       NAVD 88
 BN0535
 BN0535  VERT ORDER  -  FIRST     CLASS II
 BN0535
 BN0535.The horizontal coordinates were scaled from a topographic map and have
 BN0535.an estimated accuracy of +/- 6 seconds.
 BN0535
 BN0535.The orthometric height was determined by differential leveling
 BN0535.and adjusted by the National Geodetic Survey in June 1991..
 BN0535
 BN0535.The geoid height was determined by GEOID03.
 BN0535
 BN0535.The dynamic height is computed by dividing the NAVD 88
 BN0535.geopotential number by the normal gravity value computed on the
 BN0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0535.degrees latitude (g = 980.6199 gals.).
 BN0535
 BN0535.The modeled gravity was interpolated from observed gravity values.
 BN0535
 BN0535;                    North         East    Units  Estimated Accuracy
 BN0535;SPC TX C     - 3,087,230.      830,110.      MT  (+/- 180 meters Scaled)
 BN0535
 BN0535                          SUPERSEDED SURVEY CONTROL
 BN0535
 BN0535.No superseded survey control is available for this station.
 BN0535
 BN0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU020682(NAD 83)
 BN0535_MARKER: DB = BENCH MARK DISK
 BN0535_SETTING: 66 = SET IN ROCK OUTCROP
 BN0535_SP_SET: ROCK OUTCROP
 BN0535_STAMPING: K 1467 1982
 BN0535_MARK LOGO: NGS   
 BN0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0535+STABILITY: POSITION/ELEVATION WELL
 BN0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0535+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 BN0535
 BN0535  HISTORY     - Date     Condition        Report By
 BN0535  HISTORY     - 1982     MONUMENTED       NGS
 BN0535  HISTORY     - 19930728 GOOD             USPSQD
 BN0535  HISTORY     - 19960309 GOOD             USPSQD
 BN0535  HISTORY     - 20040326 GOOD             USPSQD
 BN0535  HISTORY     - 20051123 GOOD             USPSQD
 BN0535
 BN0535                          STATION DESCRIPTION
 BN0535
 BN0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0535'14.7 KM (9.15 MI) SOUTH FROM LOYAL VALLEY.
 BN0535'14.7 KM (9.15 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION
 BN0535'OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, AT A POINT
 BN0535'ABOUT 39.6 METERS (130.0 FT) SOUTHEAST OF THE SOUTHWEST END OF A
 BN0535'CONCRETE CULVERT UNDER THE HIGHWAY AND IS SET IN ROCK OUTCROP
 BN0535'PROJECTING 0.3 METER (1.0 FT) ABOVE THE GROUND ON THE SOUTHWEST SIDE
 BN0535'OF A DRAINAGE DITCH, 15.2 METERS (50.0 FT) SOUTHWEST OF THE CENTERLINE
 BN0535'OF HIGHWAY 87, 8.9 METERS (29.5 FT) NORTHEAST OF THE FENCE LINE.
 BN0535'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 BN0535'THE MARK IS 0.46 M ABOVE HIGHWAY 87.
 BN0535
 BN0535                          STATION RECOVERY (1993)
 BN0535
 BN0535'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0535'RECOVERED IN GOOD CONDITION.
 BN0535
 BN0535                          STATION RECOVERY (1996)
 BN0535
 BN0535'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0535'RECOVERED IN GOOD CONDITION.
 BN0535
 BN0535                          STATION RECOVERY (2004)
 BN0535
 BN0535'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0535'GARMIN 76, 3D GPS READING, 5 SAT., ACURACY 17.0, MARK WAS LOCATED AT
 BN0535'N. 30D 26M 49.4S AND W. 98D 58M 45.6S
 BN0535
 BN0535                          STATION RECOVERY (2005)
 BN0535
 BN0535'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0535'FOUND IN GOOD CONDITION. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0428 ***********************************************************************
 DP0428  DESIGNATION -  K 1468
 DP0428  PID         -  DP0428
 DP0428  STATE/COUNTY-  TX/LUBBOCK
 DP0428  USGS QUAD   -  BUFFALO SPRINGS LAKE (1975)
 DP0428
 DP0428                         *CURRENT SURVEY CONTROL
 DP0428  ___________________________________________________________________
 DP0428* NAD 83(1986)-  33 30 06.     (N)    101 44 43.     (W)     SCALED    
 DP0428* NAVD 88     -       958.145  (meters)    3143.51   (feet)  ADJUSTED  
 DP0428  ___________________________________________________________________
 DP0428  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 DP0428  DYNAMIC HT  -         956.912 (meters)    3139.47  (feet)  COMP
 DP0428  MODELED GRAV-     979,317.2   (mgal)                       NAVD 88
 DP0428
 DP0428  VERT ORDER  -  FIRST     CLASS II
 DP0428
 DP0428.The horizontal coordinates were scaled from a topographic map and have
 DP0428.an estimated accuracy of +/- 6 seconds.
 DP0428
 DP0428.The orthometric height was determined by differential leveling
 DP0428.and adjusted by the National Geodetic Survey in June 1991..
 DP0428
 DP0428.The geoid height was determined by GEOID03.
 DP0428
 DP0428.The dynamic height is computed by dividing the NAVD 88
 DP0428.geopotential number by the normal gravity value computed on the
 DP0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0428.degrees latitude (g = 980.6199 gals.).
 DP0428
 DP0428.The modeled gravity was interpolated from observed gravity values.
 DP0428
 DP0428;                    North         East    Units  Estimated Accuracy
 DP0428;SPC TXNC     - 2,208,140.      298,520.      MT  (+/- 180 meters Scaled)
 DP0428
 DP0428                          SUPERSEDED SURVEY CONTROL
 DP0428
 DP0428.No superseded survey control is available for this station.
 DP0428
 DP0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC449102(NAD 83)
 DP0428_MARKER: I = METAL ROD
 DP0428_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0428_SP_SET: STAINLESS STEEL ROD
 DP0428_STAMPING: K 1468 1982
 DP0428_MARK LOGO: NGS   
 DP0428_PROJECTION: RECESSED 10 CENTIMETERS
 DP0428_MAGNETIC: I = MARKER IS A STEEL ROD
 DP0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0428+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1997
 DP0428_ROD/PIPE-DEPTH: 3.7  meters
 DP0428
 DP0428  HISTORY     - Date     Condition        Report By
 DP0428  HISTORY     - 1982     MONUMENTED       NGS
 DP0428  HISTORY     - 19970327 GOOD             NGS
 DP0428
 DP0428                          STATION DESCRIPTION
 DP0428
 DP0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0428'12.9 KM (8.0 MI) SE FROM LUBBOCK.
 DP0428'12.9 KM (8.0 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0428'RAILROAD STATION IN LUBBOCK, 43.0 METERS (141.1 FT) SOUTHEAST OF THE
 DP0428'CENTER OF A PRIVATE DRIVE LEADING TO THE COORS BUILDING, 15.2 METERS
 DP0428'(49.9 FT) SOUTHWEST OF THE NEAR RAIL, 12.2 METERS (40.0 FT) NORTHEAST
 DP0428'OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 1.2
 DP0428'METERS (3.9 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 DP0428'POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0428'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DP0428'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DP0428
 DP0428                          STATION RECOVERY (1997)
 DP0428
 DP0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0428'5.8 KM (3.60 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0428'JUNCTION OF U.S.  HIGHWAY LOOP 289 IN SOUTHEAST LUBBOCK, 43.0 M (141.1
 DP0428'FT) SOUTHEAST OF THE CENTER OF AN ENTRANCE ROAD LEADING TO THE COORS
 DP0428'DISTRIBUTION CENTER, 15.2 M (49.9 FT) SOUTHWEST OF THE NEAR RAIL, 12.2
 DP0428'M (40.0 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF U.S.
 DP0428'HIGHWAY 84, 1.2 M (3.9 FT) SOUTHEAST OF A UTILITY POLE, 0.5 M (1.6 FT)
 DP0428'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST OF A
 DP0428'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DP0428'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0669 ***********************************************************************
 DQ0669  DESIGNATION -  K 1469
 DQ0669  PID         -  DQ0669
 DQ0669  STATE/COUNTY-  TX/HOCKLEY
 DQ0669  USGS QUAD   -  ROUNDUP (1985)
 DQ0669
 DQ0669                         *CURRENT SURVEY CONTROL
 DQ0669  ___________________________________________________________________
 DQ0669* NAD 83(1986)-  33 45 38.     (N)    102 05 42.     (W)     SCALED    
 DQ0669* NAVD 88     -      1025.781  (meters)    3365.42   (feet)  ADJUSTED  
 DQ0669  ___________________________________________________________________
 DQ0669  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 DQ0669  DYNAMIC HT  -        1024.455 (meters)    3361.07  (feet)  COMP
 DQ0669  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 DQ0669
 DQ0669  VERT ORDER  -  FIRST     CLASS II
 DQ0669
 DQ0669.The horizontal coordinates were scaled from a topographic map and have
 DQ0669.an estimated accuracy of +/- 6 seconds.
 DQ0669
 DQ0669.The orthometric height was determined by differential leveling
 DQ0669.and adjusted by the National Geodetic Survey in June 1991..
 DQ0669
 DQ0669.The geoid height was determined by GEOID03.
 DQ0669
 DQ0669.The dynamic height is computed by dividing the NAVD 88
 DQ0669.geopotential number by the normal gravity value computed on the
 DQ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0669.degrees latitude (g = 980.6199 gals.).
 DQ0669
 DQ0669.The modeled gravity was interpolated from observed gravity values.
 DQ0669
 DQ0669;                    North         East    Units  Estimated Accuracy
 DQ0669;SPC TXNC     - 2,237,900.      267,030.      MT  (+/- 180 meters Scaled)
 DQ0669
 DQ0669                          SUPERSEDED SURVEY CONTROL
 DQ0669
 DQ0669.No superseded survey control is available for this station.
 DQ0669
 DQ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT690394(NAD 83)
 DQ0669_MARKER: I = METAL ROD
 DQ0669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0669_SP_SET: STAINLESS STEEL ROD
 DQ0669_STAMPING: K 1469 1982
 DQ0669_MARK LOGO: NGS   
 DQ0669_PROJECTION: FLUSH
 DQ0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0669_ROD/PIPE-DEPTH: 4.9  meters
 DQ0669
 DQ0669  HISTORY     - Date     Condition        Report By
 DQ0669  HISTORY     - 1982     MONUMENTED       NGS
 DQ0669  HISTORY     - 19940827 GOOD             USPSQD
 DQ0669
 DQ0669                          STATION DESCRIPTION
 DQ0669
 DQ0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0669'27.3 KM (16.95 MI) SE FROM LITTLEFIELD.
 DQ0669'27.3 KM (16.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0669'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, AT THE SOUTHEAST EDGE
 DQ0669'OF THE SMALL COMMUNITY OF ROUNDUP, 74.0 METERS (242.8 FT) NORTHEAST OF
 DQ0669'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 15.9
 DQ0669'METERS (52.2 FT) SOUTHWEST OF THE CENTER OF BUSINESS U.S. HIGHWAY 84
 DQ0669'AND 1.1 METERS (3.6 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO
 DQ0669'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DQ0669'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DQ0669'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DQ0669
 DQ0669                          STATION RECOVERY (1994)
 DQ0669
 DQ0669'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1133 ***********************************************************************
 BY1133  DESIGNATION -  K 147
 BY1133  PID         -  BY1133
 BY1133  STATE/COUNTY-  TX/RUSK
 BY1133  USGS QUAD   -  MOUNT ENTERPRISE (1984)
 BY1133
 BY1133                         *CURRENT SURVEY CONTROL
 BY1133  ___________________________________________________________________
 BY1133* NAD 83(1986)-  31 54 28.     (N)    094 38 27.     (W)     SCALED    
 BY1133* NAVD 88     -       153.238  (meters)     502.75   (feet)  ADJUSTED  
 BY1133  ___________________________________________________________________
 BY1133  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY1133  DYNAMIC HT  -         153.053 (meters)     502.14  (feet)  COMP
 BY1133  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 BY1133
 BY1133  VERT ORDER  -  SECOND    CLASS 0
 BY1133
 BY1133.The horizontal coordinates were scaled from a topographic map and have
 BY1133.an estimated accuracy of +/- 6 seconds.
 BY1133
 BY1133.The orthometric height was determined by differential leveling
 BY1133.and adjusted by the National Geodetic Survey in June 1991..
 BY1133
 BY1133.The geoid height was determined by GEOID03.
 BY1133
 BY1133.The dynamic height is computed by dividing the NAVD 88
 BY1133.geopotential number by the normal gravity value computed on the
 BY1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1133.degrees latitude (g = 980.6199 gals.).
 BY1133
 BY1133.The modeled gravity was interpolated from observed gravity values.
 BY1133
 BY1133;                    North         East    Units  Estimated Accuracy
 BY1133;SPC TXNC     - 2,033,440.      964,970.      MT  (+/- 180 meters Scaled)
 BY1133
 BY1133                          SUPERSEDED SURVEY CONTROL
 BY1133
 BY1133  NGVD 29 (??/??/92)  153.244  (m)          502.77   (f) ADJ UNCH    2 0
 BY1133
 BY1133.Superseded values are not recommended for survey control.
 BY1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1133.See file dsdata.txt to determine how the superseded data were derived.
 BY1133
 BY1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR448313(NAD 83)
 BY1133_MARKER: DB = BENCH MARK DISK
 BY1133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1133_SP_SET: CULVERT
 BY1133_STAMPING: K 147 1938
 BY1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1133
 BY1133  HISTORY     - Date     Condition        Report By
 BY1133  HISTORY     - 1938     MONUMENTED       CGS
 BY1133
 BY1133                          STATION DESCRIPTION
 BY1133
 BY1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BY1133'3.0 MI SE FROM MOUNT ENTERPRISE.
 BY1133'3.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 84 FROM THE JUNCTION OF STATE
 BY1133'HIGHWAY 26 AT MOUNT ENTERPRISE, RUSK COUNTY, IN A VALLEY BETWEEN TWO
 BY1133'HILLS, AT A 36-INCH CORRUGATED-METAL PIPE CULVERT, IN THE TOP OF THE
 BY1133'SOUTH CONCRETE HEADWALL, 1.5 FEET WEST OF THE EAST END, 19 FEET SOUTH
 BY1133'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 BY1133'HIGHWAY.  A STANDARD DISK, STAMPED K 147 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0533 ***********************************************************************
 EO0533  DESIGNATION -  K 1470
 EO0533  PID         -  EO0533
 EO0533  STATE/COUNTY-  TX/BAILEY
 EO0533  USGS QUAD   -  PROGRESS (1963)
 EO0533
 EO0533                         *CURRENT SURVEY CONTROL
 EO0533  ___________________________________________________________________
 EO0533* NAD 83(1986)-  34 16 02.     (N)    102 47 28.     (W)     SCALED    
 EO0533* NAVD 88     -      1172.916  (meters)    3848.14   (feet)  ADJUSTED  
 EO0533  ___________________________________________________________________
 EO0533  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 EO0533  DYNAMIC HT  -        1171.402 (meters)    3843.17  (feet)  COMP
 EO0533  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 EO0533
 EO0533  VERT ORDER  -  FIRST     CLASS II
 EO0533
 EO0533.The horizontal coordinates were scaled from a topographic map and have
 EO0533.an estimated accuracy of +/- 6 seconds.
 EO0533
 EO0533.The orthometric height was determined by differential leveling
 EO0533.and adjusted by the National Geodetic Survey in June 1991..
 EO0533
 EO0533.The geoid height was determined by GEOID03.
 EO0533
 EO0533.The dynamic height is computed by dividing the NAVD 88
 EO0533.geopotential number by the normal gravity value computed on the
 EO0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0533.degrees latitude (g = 980.6199 gals.).
 EO0533
 EO0533.The modeled gravity was interpolated from observed gravity values.
 EO0533
 EO0533;                    North         East    Units  Estimated Accuracy
 EO0533;SPC TXNC     - 2,296,470.      204,880.      MT  (+/- 180 meters Scaled)
 EO0533
 EO0533                          SUPERSEDED SURVEY CONTROL
 EO0533
 EO0533.No superseded survey control is available for this station.
 EO0533
 EO0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT033939(NAD 83)
 EO0533_MARKER: I = METAL ROD
 EO0533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0533_SP_SET: STAINLESS STEEL ROD
 EO0533_STAMPING: K 1470 1982
 EO0533_MARK LOGO: NGS   
 EO0533_PROJECTION: FLUSH
 EO0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0533_ROD/PIPE-DEPTH: 4.9  meters
 EO0533
 EO0533  HISTORY     - Date     Condition        Report By
 EO0533  HISTORY     - 1982     MONUMENTED       NGS
 EO0533
 EO0533                          STATION DESCRIPTION
 EO0533
 EO0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0533'7.7 KM (4.8 MI) NW FROM MULESHOE.
 EO0533'7.7 KM (4.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM THEIR
 EO0533'JUNCTION IN MULESHOE, 0.7 KM (0.4 MI) SOUTHEAST OF RAILROAD MILEPOST
 EO0533'17, 0.2 KM (0.1 MI) SOUTHEAST OF THE JUNCTION OF A GRAVELED ROAD
 EO0533'LEADING SOUTH, 15.7 METERS (51.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 EO0533'SANTA FE RAILROAD, 14.1 METERS (46.3 FT) NORTHEAST OF THE CENTERLINE
 EO0533'OF THE NORTHWEST BOUND LANES OF THE HIGHWAY AND 2.5 METERS (8.2 FT)
 EO0533'NORTHWEST OF UTILITY POLE NUMBER 700.  NOTE=ACCESS TO THE DATUM POINT
 EO0533'IS THROUGH A 5-INCH LOGO CAP.
 EO0533'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EO0533'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0554 ***********************************************************************
 EO0554  DESIGNATION -  K 1471
 EO0554  PID         -  EO0554
 EO0554  STATE/COUNTY-  TX/LAMB
 EO0554  USGS QUAD   -  AMHERST (1981)
 EO0554
 EO0554                         *CURRENT SURVEY CONTROL
 EO0554  ___________________________________________________________________
 EO0554* NAD 83(1986)-  34 00 59.     (N)    102 27 21.     (W)     SCALED    
 EO0554* NAVD 88     -      1121.950  (meters)    3680.93   (feet)  ADJUSTED  
 EO0554  ___________________________________________________________________
 EO0554  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 EO0554  DYNAMIC HT  -        1120.494 (meters)    3676.15  (feet)  COMP
 EO0554  MODELED GRAV-     979,300.0   (mgal)                       NAVD 88
 EO0554
 EO0554  VERT ORDER  -  FIRST     CLASS II
 EO0554
 EO0554.The horizontal coordinates were scaled from a topographic map and have
 EO0554.an estimated accuracy of +/- 6 seconds.
 EO0554
 EO0554.The orthometric height was determined by differential leveling
 EO0554.and adjusted by the National Geodetic Survey in June 1991..
 EO0554
 EO0554.The geoid height was determined by GEOID03.
 EO0554
 EO0554.The dynamic height is computed by dividing the NAVD 88
 EO0554.geopotential number by the normal gravity value computed on the
 EO0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0554.degrees latitude (g = 980.6199 gals.).
 EO0554
 EO0554.The modeled gravity was interpolated from observed gravity values.
 EO0554
 EO0554;                    North         East    Units  Estimated Accuracy
 EO0554;SPC TXNC     - 2,267,450.      234,690.      MT  (+/- 180 meters Scaled)
 EO0554
 EO0554                          SUPERSEDED SURVEY CONTROL
 EO0554
 EO0554.No superseded survey control is available for this station.
 EO0554
 EO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT349668(NAD 83)
 EO0554_MARKER: I = METAL ROD
 EO0554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0554_SP_SET: STAINLESS STEEL ROD
 EO0554_STAMPING: K 1471 1982
 EO0554_MARK LOGO: NGS   
 EO0554_PROJECTION: FLUSH
 EO0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0554_ROD/PIPE-DEPTH: 6.1  meters
 EO0554
 EO0554  HISTORY     - Date     Condition        Report By
 EO0554  HISTORY     - 1982     MONUMENTED       NGS
 EO0554
 EO0554                          STATION DESCRIPTION
 EO0554
 EO0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0554'18.1 KM (11.25 MI) NW FROM LITTLEFIELD.
 EO0554'18.1 KM (11.25 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0554'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 29.6 METERS (97.1 FT)
 EO0554'NORTHWEST OF THE CENTER OF A PRIVATE DRIVE LEADING TO A FARM, 16.3
 EO0554'METERS (53.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND
 EO0554'LANES OF THE HIGHWAY AND 0.8 METER (2.6 FT) NORTHWEST OF UTILITY POLE
 EO0554'NUMBER 4.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EO0554'CAP.
 EO0554'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EO0554'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4855 ***********************************************************************
 AW4855  DESIGNATION -  K 1472
 AW4855  PID         -  AW4855
 AW4855  STATE/COUNTY-  TX/HARRIS
 AW4855  USGS QUAD   -  LA PORTE (1982)
 AW4855
 AW4855                         *CURRENT SURVEY CONTROL
 AW4855  ___________________________________________________________________
 AW4855* NAD 83(1986)-  29 44 29.     (N)    095 01 37.     (W)     SCALED    
 AW4855* NAVD 88     -         3.015  (meters)       9.89   (feet)  ADJUSTED  
 AW4855  ___________________________________________________________________
 AW4855  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4855  DYNAMIC HT  -           3.011 (meters)       9.88  (feet)  COMP
 AW4855  MODELED GRAV-     979,285.4   (mgal)                       NAVD 88
 AW4855
 AW4855  VERT ORDER  -  FIRST     CLASS II
 AW4855
 AW4855.The horizontal coordinates were scaled from a topographic map and have
 AW4855.an estimated accuracy of +/- 6 seconds.
 AW4855
 AW4855.The orthometric height was determined by differential leveling
 AW4855.and adjusted by the National Geodetic Survey in June 1991..
 AW4855
 AW4855.The geoid height was determined by GEOID03.
 AW4855
 AW4855.The dynamic height is computed by dividing the NAVD 88
 AW4855.geopotential number by the normal gravity value computed on the
 AW4855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4855.degrees latitude (g = 980.6199 gals.).
 AW4855
 AW4855.The modeled gravity was interpolated from observed gravity values.
 AW4855
 AW4855;                    North         East    Units  Estimated Accuracy
 AW4855;SPC TXSC     - 4,217,990.      984,220.      MT  (+/- 180 meters Scaled)
 AW4855
 AW4855                          SUPERSEDED SURVEY CONTROL
 AW4855
 AW4855  NGVD 29 (12/23/87)    3.012  (m)            9.88   (f) ADJUSTED    1 2
 AW4855
 AW4855.Superseded values are not recommended for survey control.
 AW4855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4855.See file dsdata.txt to determine how the superseded data were derived.
 AW4855
 AW4855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN039918(NAD 83)
 AW4855_MARKER: I = METAL ROD
 AW4855_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW4855_SP_SET: STAINLESS STEEL ROD
 AW4855_STAMPING: K 1472 1983
 AW4855_MARK LOGO: NGS   
 AW4855_PROJECTION: RECESSED 4 CENTIMETERS
 AW4855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4855_ROD/PIPE-DEPTH: 12.1 meters
 AW4855
 AW4855  HISTORY     - Date     Condition        Report By
 AW4855  HISTORY     - 1983     MONUMENTED       NGS
 AW4855  HISTORY     - 1986     GOOD             NGS
 AW4855  HISTORY     - 1989     GOOD             USPSQD
 AW4855  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW4855
 AW4855                          STATION DESCRIPTION
 AW4855
 AW4855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AW4855'2.6 KM (1.65 MI) NW FROM BAYTOWN.
 AW4855'0.2 KM (0.15 MI) SOUTHWEST ALONG MARKET STREET FROM THE SUB-STATION A
 AW4855'POST OFFICE IN BAYTOWN, THENCE 2.4 KM (1.5 MI) NORTHWEST ALONG BAYWAY
 AW4855'DRIVE, AT A LOCKED CHAIN LINK SECURITY GATE AND ENTRANCE LEADING
 AW4855'SOUTHWEST TO THE EXXON CHEMICAL COMPANY PROPERTY, 19.35 METERS
 AW4855'(63.5 FT) WEST-SOUTHWEST OF THE CENTERLINE OF BAYWAY DRIVE,
 AW4855'6.50 METERS (21.3 FT) SOUTHEAST OF THE CENTER OF SECURITY GATE NUMBER
 AW4855'44, 4.11 METERS (13.5 FT) WEST OF A CORNER POST OF THE SECURITY FENCE,
 AW4855'10.82 METERS (35.5 FT) SOUTH-SOUTHWEST OF THE SOUTH END OF A 30-INCH
 AW4855'DIAMETER ROUND CONCRETE CULVERT UNDER THE ROAD ENTRANCE TO THE EXXON
 AW4855'PROPERTY, AND 0.18 METERS (0.6 FT) NORTH OF THE SECURITY FENCE AROUND
 AW4855'THE EXXON PROPERTY.
 AW4855'THE MARK IS 0.37 METERS  ENE FROM A WITNESS POST.
 AW4855'THE MARK IS ABOVE LEVEL WITH BAYWAY DRIVE.
 AW4855
 AW4855                          STATION RECOVERY (1986)
 AW4855
 AW4855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4855'RECOVERED IN GOOD CONDITION.
 AW4855
 AW4855                          STATION RECOVERY (1989)
 AW4855
 AW4855'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW4855'RECOVERED IN GOOD CONDITION.
 AW4855
 AW4855                          STATION RECOVERY (1994)
 AW4855
 AW4855'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0919 ***********************************************************************
 CA0919  DESIGNATION -  K 1473
 CA0919  PID         -  CA0919
 CA0919  STATE/COUNTY-  TX/BROWN
 CA0919  USGS QUAD   -  ZEPHYR (1979)
 CA0919
 CA0919                         *CURRENT SURVEY CONTROL
 CA0919  ___________________________________________________________________
 CA0919* NAD 83(1986)-  31 40 53.     (N)    098 47 58.     (W)     SCALED    
 CA0919* NAVD 88     -       465.119  (meters)    1525.98   (feet)  ADJUSTED  
 CA0919  ___________________________________________________________________
 CA0919  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 CA0919  DYNAMIC HT  -         464.512 (meters)    1523.99  (feet)  COMP
 CA0919  MODELED GRAV-     979,321.4   (mgal)                       NAVD 88
 CA0919
 CA0919  VERT ORDER  -  FIRST     CLASS II
 CA0919
 CA0919.The horizontal coordinates were scaled from a topographic map and have
 CA0919.an estimated accuracy of +/- 6 seconds.
 CA0919
 CA0919.The orthometric height was determined by differential leveling
 CA0919.and adjusted by the National Geodetic Survey in June 1991..
 CA0919
 CA0919.The geoid height was determined by GEOID03.
 CA0919
 CA0919.The dynamic height is computed by dividing the NAVD 88
 CA0919.geopotential number by the normal gravity value computed on the
 CA0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0919.degrees latitude (g = 980.6199 gals.).
 CA0919
 CA0919.The modeled gravity was interpolated from observed gravity values.
 CA0919
 CA0919;                    North         East    Units  Estimated Accuracy
 CA0919;SPC TX C     - 3,224,350.      845,430.      MT  (+/- 180 meters Scaled)
 CA0919
 CA0919                          SUPERSEDED SURVEY CONTROL
 CA0919
 CA0919.No superseded survey control is available for this station.
 CA0919
 CA0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA190051(NAD 83)
 CA0919_MARKER: I = METAL ROD
 CA0919_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0919_SP_SET: STAINLESS STEEL ROD
 CA0919_STAMPING: K 1473 1983
 CA0919_MARK LOGO: NGS   
 CA0919_PROJECTION: FLUSH
 CA0919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0919+STABILITY: POSITION/ELEVATION WELL
 CA0919_ROD/PIPE-DEPTH: 4.0  meters
 CA0919
 CA0919  HISTORY     - Date     Condition        Report By
 CA0919  HISTORY     - 1983     MONUMENTED       NGS
 CA0919
 CA0919                          STATION DESCRIPTION
 CA0919
 CA0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0919'15.4 KM (9.55 MI) SE FROM EARLY.
 CA0919'15.4 KM (9.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS
 CA0919'JUNCTION WITH U.S. HIGHWAYS 67 AND 377 IN EARLY, 0.2 KM (0.1 MI)
 CA0919'SOUTHEAST OF THE JUNCTION OF FARM ROAD 1467, 14.2 METERS (46.6 FT)
 CA0919'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 CA0919'HIGHWAY AND 2.0 METERS (6.6 FT) NORTHWEST OF A UTILITY POLE.  NOTE,
 CA0919'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0919'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 CA0919'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0943 ***********************************************************************
 CA0943  DESIGNATION -  K 1474
 CA0943  PID         -  CA0943
 CA0943  STATE/COUNTY-  TX/MILLS
 CA0943  USGS QUAD   -  ANTELOPE GAP (1979)
 CA0943
 CA0943                         *CURRENT SURVEY CONTROL
 CA0943  ___________________________________________________________________
 CA0943* NAD 83(1986)-  31 18 00.     (N)    098 27 55.     (W)     SCALED    
 CA0943* NAVD 88     -       452.854  (meters)    1485.74   (feet)  ADJUSTED  
 CA0943  ___________________________________________________________________
 CA0943  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CA0943  DYNAMIC HT  -         452.246 (meters)    1483.74  (feet)  COMP
 CA0943  MODELED GRAV-     979,285.6   (mgal)                       NAVD 88
 CA0943
 CA0943  VERT ORDER  -  FIRST     CLASS II
 CA0943
 CA0943.The horizontal coordinates were scaled from a topographic map and have
 CA0943.an estimated accuracy of +/- 6 seconds.
 CA0943
 CA0943.The orthometric height was determined by differential leveling
 CA0943.and adjusted by the National Geodetic Survey in June 1991..
 CA0943
 CA0943.The geoid height was determined by GEOID03.
 CA0943
 CA0943.The dynamic height is computed by dividing the NAVD 88
 CA0943.geopotential number by the normal gravity value computed on the
 CA0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0943.degrees latitude (g = 980.6199 gals.).
 CA0943
 CA0943.The modeled gravity was interpolated from observed gravity values.
 CA0943
 CA0943;                    North         East    Units  Estimated Accuracy
 CA0943;SPC TX C     - 3,182,560.      877,820.      MT  (+/- 180 meters Scaled)
 CA0943
 CA0943                          SUPERSEDED SURVEY CONTROL
 CA0943
 CA0943.No superseded survey control is available for this station.
 CA0943
 CA0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV508629(NAD 83)
 CA0943_MARKER: I = METAL ROD
 CA0943_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0943_SP_SET: STAINLESS STEEL ROD
 CA0943_STAMPING: K 1474 1983
 CA0943_MARK LOGO: NGS   
 CA0943_PROJECTION: FLUSH
 CA0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0943+STABILITY: POSITION/ELEVATION WELL
 CA0943_ROD/PIPE-DEPTH: 4.3  meters
 CA0943
 CA0943  HISTORY     - Date     Condition        Report By
 CA0943  HISTORY     - 1983     MONUMENTED       NGS
 CA0943
 CA0943                          STATION DESCRIPTION
 CA0943
 CA0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0943'13.1 KM (8.15 MI) NW FROM LOMETA.
 CA0943'13.1 KM (8.15 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0943'RAILROAD STATION IN LOMETA, 25.5 KM (83.7 FT) SOUTHWEST OF MILEPOST
 CA0943'300, 10.5 METERS (34.4 FT) WEST OF THE NEAR RAIL, 7.5 METERS (24.6 FT)
 CA0943'NORTH OF THE CENTER OF A FIELD ENTRANCE, 3.6 METERS (11.8 FT) EAST OF
 CA0943'A FENCE AND 0.9 METERS (3.0 FT) SOUTH OF A UTILITY POLE.  NOTE, ACCESS
 CA0943'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0943'THE MARK IS 0.1 METERS  N FROM A WITNESS POST.
 CA0943'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1222 ***********************************************************************
 BZ1222  DESIGNATION -  K 1475
 BZ1222  PID         -  BZ1222
 BZ1222  STATE/COUNTY-  TX/LAMPASAS
 BZ1222  USGS QUAD   -  COPPERAS COVE (1995)
 BZ1222
 BZ1222                         *CURRENT SURVEY CONTROL
 BZ1222  ___________________________________________________________________
 BZ1222* NAD 83(1986)-  31 05 46.     (N)    097 56 30.     (W)     SCALED    
 BZ1222* NAVD 88     -       346.514  (meters)    1136.85   (feet)  ADJUSTED  
 BZ1222  ___________________________________________________________________
 BZ1222  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BZ1222  DYNAMIC HT  -         346.048 (meters)    1135.33  (feet)  COMP
 BZ1222  MODELED GRAV-     979,285.7   (mgal)                       NAVD 88
 BZ1222
 BZ1222  VERT ORDER  -  FIRST     CLASS II
 BZ1222
 BZ1222.The horizontal coordinates were scaled from a topographic map and have
 BZ1222.an estimated accuracy of +/- 6 seconds.
 BZ1222
 BZ1222.The orthometric height was determined by differential leveling
 BZ1222.and adjusted by the National Geodetic Survey in June 1991..
 BZ1222
 BZ1222.The geoid height was determined by GEOID03.
 BZ1222
 BZ1222.The dynamic height is computed by dividing the NAVD 88
 BZ1222.geopotential number by the normal gravity value computed on the
 BZ1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1222.degrees latitude (g = 980.6199 gals.).
 BZ1222
 BZ1222.The modeled gravity was interpolated from observed gravity values.
 BZ1222
 BZ1222;                    North         East    Units  Estimated Accuracy
 BZ1222;SPC TX C     - 3,160,910.      928,140.      MT  (+/- 180 meters Scaled)
 BZ1222
 BZ1222                          SUPERSEDED SURVEY CONTROL
 BZ1222
 BZ1222.No superseded survey control is available for this station.
 BZ1222
 BZ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV009407(NAD 83)
 BZ1222_MARKER: I = METAL ROD
 BZ1222_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BZ1222+WITH SETTING: INFORMATION.
 BZ1222_SP_SET: METAL ROD DRIVEN INTO GROUND
 BZ1222_STAMPING: K 1475 1983
 BZ1222_MARK LOGO: NGS   
 BZ1222_PROJECTION: FLUSH
 BZ1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1222+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 BZ1222_ROD/PIPE-DEPTH: 2.1  meters
 BZ1222
 BZ1222  HISTORY     - Date     Condition        Report By
 BZ1222  HISTORY     - 1983     MONUMENTED       NGS
 BZ1222  HISTORY     - 19910117 GOOD             USGS
 BZ1222  HISTORY     - 20020420 GOOD             USPSQD
 BZ1222  HISTORY     - 20040124 GOOD             USPSQD
 BZ1222
 BZ1222                          STATION DESCRIPTION
 BZ1222
 BZ1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1222'21.4 KM (13.3 MI) WEST FROM KILLEEN.
 BZ1222'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 BZ1222'7.1 KM (4.4 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 BZ1222'STATION IN KILLEEN, THENCE 14.3 KM (8.9 MI) WESTERLY ALONG U.S.
 BZ1222'HIGHWAY 190, 27.1 METERS (88.9 FT) NORTH OF THE CENTERLINE OF THE
 BZ1222'HIGHWAY, 7.0 METERS (23.0 FT) WEST OF THE CENTER OF A PRIVATE DRIVEWAY
 BZ1222'AND 2.1 METERS (6.9 FT) WEST OF A FENCE CORNER AND UTILITY POLE.
 BZ1222'NOTE, REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS
 BZ1222'THROUGH A 5-INCH LOGO CAP.
 BZ1222'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 BZ1222
 BZ1222                          STATION RECOVERY (1991)
 BZ1222
 BZ1222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ1222'0.25 MILE (0.40 KM) EAST-SOUTHEAST ALONG E. AVE.  D (FR 1113) FROM
 BZ1222'THE POST OFFICE IN COPPERAS COVE (802 E. AVE D) TO JUNCTION OF US
 BZ1222'190, THENCE 3.8 MILES (6.1 KM) SOUTHWEST ALONG US 190, OR 0.25 MILE
 BZ1222'(0.40 KM) NORTH ALONG PECAN STREET FROM THE POST OFFICE IN KEMPNER
 BZ1222'(10 PECAN) TO JUNCTION OF US 190, THENCE 3.8 MILES (6.1 KM) EAST
 BZ1222'ALONG US 190 TO PRIVATE DRIVEWAY LEADING NORTH, 89 FEET (27.1 M)
 BZ1222'NORTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET (7.0 M) WEST OF THE
 BZ1222'CENTERLINE OF A PRIVATE DRIVEWAY, 6.9 FEET (2.1 M) WEST OF A FENCE
 BZ1222'CORNER AND WOOD POWER POLE, AND 1.0 FOOT (0.3 M) SOUTH OF A
 BZ1222'FIBERGLASS WITNESS POST AT R/W FENCE.  ACCESS TO THE DATUM POINT IS
 BZ1222'THROUGH A 5-INCH LOGO CAP.  A SHALLOW-SET METAL ROD SET TO THE DEPTH
 BZ1222'OF 6.9 FEET (2.1 M) AND ENCASED IN A PIPE SET FLUSH WITH THE GROUND,
 BZ1222'3.3 FEET (1.0 M) HIGHER THAN THE HIGHWAY.
 BZ1222
 BZ1222                          STATION RECOVERY (2002)
 BZ1222
 BZ1222'RECOVERY NOTE BY US POWER SQUADRON 2002 (JP)
 BZ1222'RECOVERED IN GOOD CONDITION.
 BZ1222
 BZ1222                          STATION RECOVERY (2004)
 BZ1222
 BZ1222'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BZ1222'A SMALL FAST-GROWING TREE IN THE FENCE ROW IS MAKING THIS MARK ONLY
 BZ1222'MARGINALLY GPSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2461 ***********************************************************************
 CS2461  DESIGNATION -  K 1476
 CS2461  PID         -  CS2461
 CS2461  STATE/COUNTY-  TX/JOHNSON
 CS2461  USGS QUAD   -  GRANDVIEW (1978)
 CS2461
 CS2461                         *CURRENT SURVEY CONTROL
 CS2461  ___________________________________________________________________
 CS2461* NAD 83(1993)-  32 15 55.31081(N)    097 10 53.62110(W)     ADJUSTED  
 CS2461* NAVD 88     -       208.592  (meters)     684.36   (feet)  ADJUSTED  
 CS2461  ___________________________________________________________________
 CS2461  X           -    -674,895.367 (meters)                     COMP
 CS2461  Y           -  -5,356,208.637 (meters)                     COMP
 CS2461  Z           -   3,385,446.707 (meters)                     COMP
 CS2461  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 CS2461  ELLIP HEIGHT-         181.35  (meters)          (09/02/03) GPS OBS
 CS2461  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CS2461  DYNAMIC HT  -         208.340 (meters)     683.53  (feet)  COMP
 CS2461  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 CS2461
 CS2461  HORZ ORDER  -  FIRST
 CS2461  VERT ORDER  -  FIRST     CLASS II
 CS2461  ELLP ORDER  -  THIRD     CLASS I
 CS2461
 CS2461.The horizontal coordinates were established by GPS observations
 CS2461.and adjusted by the National Geodetic Survey in September 2003..
 CS2461
 CS2461.The orthometric height was determined by differential leveling
 CS2461.and adjusted by the National Geodetic Survey in June 1991..
 CS2461
 CS2461.Photographs are available for this station.
 CS2461
 CS2461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS2461
 CS2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2461
 CS2461.The ellipsoidal height was determined by GPS observations
 CS2461.and is referenced to NAD 83.
 CS2461
 CS2461.The geoid height was determined by GEOID03.
 CS2461
 CS2461.The dynamic height is computed by dividing the NAVD 88
 CS2461.geopotential number by the normal gravity value computed on the
 CS2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2461.degrees latitude (g = 980.6199 gals.).
 CS2461
 CS2461.The modeled gravity was interpolated from observed gravity values.
 CS2461
 CS2461;                    North         East     Units Scale Factor Converg.
 CS2461;SPC TXNC     - 2,067,170.421   724,215.776   MT  0.99996605   +0 43 08.6
 CS2461;SPC TXNC     - 6,782,041.62  2,376,031.26   sFT  0.99996605   +0 43 08.6
 CS2461;UTM  14      - 3,571,301.186   671,277.172   MT  0.99996178   +0 58 15.6
 CS2461
 CS2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2461!SPC TXNC     -   0.99997153  x   0.99996605  =   0.99993758
 CS2461!UTM  14      -   0.99997153  x   0.99996178  =   0.99993331
 CS2461
 CS2461                          SUPERSEDED SURVEY CONTROL
 CS2461
 CS2461  NAVD 88 (09/02/03)  208.59   (m)          684.3    (f) LEVELING    3  
 CS2461
 CS2461.Superseded values are not recommended for survey control.
 CS2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2461.See file dsdata.txt to determine how the superseded data were derived.
 CS2461
 CS2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA7127771301(NAD 83)
 CS2461_MARKER: F = FLANGE-ENCASED ROD
 CS2461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2461_SP_SET: STAINLESS STEEL ROD
 CS2461_STAMPING: K 1476 1983
 CS2461_MARK LOGO: NGS   
 CS2461_PROJECTION: FLUSH
 CS2461_MAGNETIC: I = MARKER IS A STEEL ROD
 CS2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2461+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2006
 CS2461_ROD/PIPE-DEPTH: 6.4  meters
 CS2461
 CS2461  HISTORY     - Date     Condition        Report By
 CS2461  HISTORY     - 1983     MONUMENTED       NGS
 CS2461  HISTORY     - 19910413 GOOD             USPSQD
 CS2461  HISTORY     - 19940330 GOOD             USPSQD
 CS2461  HISTORY     - 20030431 GOOD             NGS
 CS2461  HISTORY     - 20060408 GOOD             JCLS
 CS2461
 CS2461                          STATION DESCRIPTION
 CS2461
 CS2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2461'IN GRANDVIEW.
 CS2461'IN GRANDVIEW, AT THE INTERSECTION OF EAST WILLOW STREET AND SOUTH
 CS2461'FIRST STREET, 22.0 METERS (72.2 FT) SOUTH OF THE CENTER OF THE STREET,
 CS2461'10.9 METERS (35.8 FT) EAST OF THE NEAR RAIL OF THE MISSOURI, KANSAS
 CS2461'AND TEXAS RAILROAD, 9.0 METERS (29.5 FT) WEST OF THE CENTER OF THE
 CS2461'STREET AND 0.9 METER (3.0 FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS TO
 CS2461'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2461'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CS2461'THE MARK IS 0.5 M BELOW THE STREET.
 CS2461
 CS2461                          STATION RECOVERY (1991)
 CS2461
 CS2461'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2461'RECOVERED IN GOOD CONDITION.
 CS2461
 CS2461                          STATION RECOVERY (1994)
 CS2461
 CS2461'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2461'RECOVERED IN GOOD CONDITION.
 CS2461
 CS2461                          STATION RECOVERY (2003)
 CS2461
 CS2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 CS2461'THE STATION IS LOCATED IN GRANDVIEW ALONG THE RAILROAD TRACK AT THE
 CS2461'INTERSECTION OF
 CS2461'SOUTH FIRST AND WILLOW STREETS.  OWNERSHIP--THE STATION IS LOCATED ON
 CS2461'CITY PROPERTY.
 CS2461' 
 CS2461'TO REACH FROM THE POST OFFICE IN GRANDVIEW, GO 0.5 MILE WEST ALONG
 CS2461'CRINER STREET TO THE
 CS2461'RAILROAD AND FIRST STREET, TURN LEFT,SOUTH, GO 0.3 MILE TO WILLOW
 CS2461'STREET AND THE
 CS2461'STATION ON THE RIGHT.
 CS2461' 
 CS2461'THE STATION IS 21.9 M SOUTH OF THE EXTENDED CENTER OF WILLOW STREET,
 CS2461'10.8 M EAST OF THE
 CS2461'NEAR RAIL, 9.0 M WEST OF THE CCENTER OF FIRST STREET, 6.8 M NORTH OF
 CS2461'AN EXTENDED LINE
 CS2461'WITH THE SOUTHWEST CORNER OF A HOUSE AT 100 WILLOW STREET, 0.5 M BELOW
 CS2461'THE LEVEL OF
 CS2461'THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CS2461'CAP.
 CS2461'
 CS2461'
 CS2461
 CS2461                          STATION RECOVERY (2006)
 CS2461
 CS2461'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 CS2461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2423 ***********************************************************************
 CS2423  DESIGNATION -  K 1477
 CS2423  PID         -  CS2423
 CS2423  STATE/COUNTY-  TX/TARRANT
 CS2423  USGS QUAD   -  BENBROOK (1981)
 CS2423
 CS2423                         *CURRENT SURVEY CONTROL
 CS2423  ___________________________________________________________________
 CS2423* NAD 83(1986)-  32 42 04.     (N)    097 25 44.     (W)     SCALED    
 CS2423* NAVD 88     -       197.187  (meters)     646.94   (feet)  ADJUSTED  
 CS2423  ___________________________________________________________________
 CS2423  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CS2423  DYNAMIC HT  -         196.954 (meters)     646.17  (feet)  COMP
 CS2423  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 CS2423
 CS2423  VERT ORDER  -  FIRST     CLASS II
 CS2423
 CS2423.The horizontal coordinates were scaled from a topographic map and have
 CS2423.an estimated accuracy of +/- 6 seconds.
 CS2423
 CS2423.The orthometric height was determined by differential leveling
 CS2423.and adjusted by the National Geodetic Survey in June 1991..
 CS2423
 CS2423.The geoid height was determined by GEOID03.
 CS2423
 CS2423.The dynamic height is computed by dividing the NAVD 88
 CS2423.geopotential number by the normal gravity value computed on the
 CS2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2423.degrees latitude (g = 980.6199 gals.).
 CS2423
 CS2423.The modeled gravity was interpolated from observed gravity values.
 CS2423
 CS2423;                    North         East    Units  Estimated Accuracy
 CS2423;SPC TXNC     - 2,115,220.      700,420.      MT  (+/- 180 meters Scaled)
 CS2423
 CS2423                          SUPERSEDED SURVEY CONTROL
 CS2423
 CS2423.No superseded survey control is available for this station.
 CS2423
 CS2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB472192(NAD 83)
 CS2423_MARKER: DB = BENCH MARK DISK
 CS2423_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2423_SP_SET: PIER
 CS2423_STAMPING: K 1477 1983
 CS2423_MARK LOGO: NGS   
 CS2423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2423+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2002
 CS2423
 CS2423  HISTORY     - Date     Condition        Report By
 CS2423  HISTORY     - 1983     MONUMENTED       NGS
 CS2423  HISTORY     - 19970301 GOOD             USPSQD
 CS2423  HISTORY     - 20020706 GOOD             INDIV
 CS2423  HISTORY     - 20041023 GOOD             USPSQD
 CS2423
 CS2423                          STATION DESCRIPTION
 CS2423
 CS2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2423'11.0 KM (6.85 MI) WEST FROM FORT WORTH.
 CS2423'11.0 KM (6.85 MI) WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CS2423'ITS JUNCTION WITH SOUTH MAIN STREET IN FORT WORTH, SET VERTICALLY IN
 CS2423'THE NORTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 2 PIERS OF THE
 CS2423'NORTHWEST BOUND STATE HIGHWAY 183 OVERPASS, 12.0 METERS (39.4 FT)
 CS2423'SOUTHEAST OF THE CENTER OF THE NORTHEAST BOUND LANES OF WEST VICKERY
 CS2423'BOULEVARD AND 4.3 METERS (14.1 FT) NORTHWEST OF THE NEAR RAIL.
 CS2423'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2423
 CS2423                          STATION RECOVERY (1997)
 CS2423
 CS2423'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2423'RECOVERED IN GOOD CONDITION.
 CS2423
 CS2423                          STATION RECOVERY (2002)
 CS2423
 CS2423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MEP)
 CS2423'RECOVERED IN GOOD CONDITION.
 CS2423
 CS2423                          STATION RECOVERY (2004)
 CS2423
 CS2423'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS2423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2451 ***********************************************************************
 CS2451  DESIGNATION -  K 1478
 CS2451  PID         -  CS2451
 CS2451  STATE/COUNTY-  TX/PARKER
 CS2451  USGS QUAD   -  BROCK (1976)
 CS2451
 CS2451                         *CURRENT SURVEY CONTROL
 CS2451  ___________________________________________________________________
 CS2451* NAD 83(1986)-  32 41 34.     (N)    097 58 55.     (W)     SCALED    
 CS2451* NAVD 88     -       260.040  (meters)     853.15   (feet)  ADJUSTED  
 CS2451  ___________________________________________________________________
 CS2451  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CS2451  DYNAMIC HT  -         259.722 (meters)     852.10  (feet)  COMP
 CS2451  MODELED GRAV-     979,408.4   (mgal)                       NAVD 88
 CS2451
 CS2451  VERT ORDER  -  FIRST     CLASS II
 CS2451
 CS2451.The horizontal coordinates were scaled from a topographic map and have
 CS2451.an estimated accuracy of +/- 6 seconds.
 CS2451
 CS2451.The orthometric height was determined by differential leveling
 CS2451.and adjusted by the National Geodetic Survey in June 1991..
 CS2451
 CS2451.The geoid height was determined by GEOID03.
 CS2451
 CS2451.The dynamic height is computed by dividing the NAVD 88
 CS2451.geopotential number by the normal gravity value computed on the
 CS2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2451.degrees latitude (g = 980.6199 gals.).
 CS2451
 CS2451.The modeled gravity was interpolated from observed gravity values.
 CS2451
 CS2451;                    North         East    Units  Estimated Accuracy
 CS2451;SPC TXNC     - 2,113,910.      648,580.      MT  (+/- 180 meters Scaled)
 CS2451
 CS2451                          SUPERSEDED SURVEY CONTROL
 CS2451
 CS2451.No superseded survey control is available for this station.
 CS2451
 CS2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB954176(NAD 83)
 CS2451_MARKER: I = METAL ROD
 CS2451_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2451+WITH SETTING: INFORMATION.
 CS2451_SP_SET: SHALLOW SET METAL ROD
 CS2451_STAMPING: K 1478 1983
 CS2451_MARK LOGO: NGS   
 CS2451_PROJECTION: FLUSH
 CS2451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2451_ROD/PIPE-DEPTH: 2.4  meters
 CS2451
 CS2451  HISTORY     - Date     Condition        Report By
 CS2451  HISTORY     - 1983     MONUMENTED       NGS
 CS2451  HISTORY     - 19910527 GOOD             USPSQD
 CS2451  HISTORY     - 19950820 GOOD             USPSQD
 CS2451  HISTORY     - 19970524 POOR             USPSQD
 CS2451  HISTORY     - 20020316 POOR             USPSQD
 CS2451  HISTORY     - 20040327 GOOD             USPSQD
 CS2451
 CS2451                          STATION DESCRIPTION
 CS2451
 CS2451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2451'18.8 KM (11.7 MI) WEST FROM WEATHERFORD.
 CS2451'18.8 KM (11.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CS2451'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, 0.8 KM (0.5 MI) WEST
 CS2451'OF MILEPOST 397 AND GRINDSTONE CREEK, 50.9 METERS (167.0 FT) SOUTH OF
 CS2451'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 11.9 METERS
 CS2451'(39.0 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD AND 3.8 METERS
 CS2451'(12.5 FT) WEST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE
 CS2451'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 8.0
 CS2451'FT.
 CS2451'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CS2451'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CS2451
 CS2451                          STATION RECOVERY (1991)
 CS2451
 CS2451'RECOVERY NOTE BY US POWER SQUADRON 1991 (CCM)
 CS2451'RECOVERED IN GOOD CONDITION.
 CS2451
 CS2451                          STATION RECOVERY (1995)
 CS2451
 CS2451'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2451'RECOVERED IN GOOD CONDITION.
 CS2451
 CS2451                          STATION RECOVERY (1997)
 CS2451
 CS2451'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2451'MARK RECOVERED IN POOR CONDITION.
 CS2451
 CS2451                          STATION RECOVERY (2002)
 CS2451
 CS2451'RECOVERY NOTE BY US POWER SQUADRON 2002 (WS)
 CS2451'MARK RECOVERED IN POOR CONDITION.
 CS2451
 CS2451                          STATION RECOVERY (2004)
 CS2451
 CS2451'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGB)
 CS2451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0916 ***********************************************************************
 CT0916  DESIGNATION -  K 1479
 CT0916  PID         -  CT0916
 CT0916  STATE/COUNTY-  TX/PALO PINTO
 CT0916  USGS QUAD   -  GORDON (1984)
 CT0916
 CT0916                         *CURRENT SURVEY CONTROL
 CT0916  ___________________________________________________________________
 CT0916* NAD 83(1986)-  32 30 52.     (N)    098 22 03.     (W)     SCALED    
 CT0916* NAVD 88     -       301.905  (meters)     990.50   (feet)  ADJUSTED  
 CT0916  ___________________________________________________________________
 CT0916  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CT0916  DYNAMIC HT  -         301.530 (meters)     989.27  (feet)  COMP
 CT0916  MODELED GRAV-     979,386.5   (mgal)                       NAVD 88
 CT0916
 CT0916  VERT ORDER  -  FIRST     CLASS II
 CT0916
 CT0916.The horizontal coordinates were scaled from a topographic map and have
 CT0916.an estimated accuracy of +/- 6 seconds.
 CT0916
 CT0916.The orthometric height was determined by differential leveling
 CT0916.and adjusted by the National Geodetic Survey in June 1991..
 CT0916
 CT0916.The geoid height was determined by GEOID03.
 CT0916
 CT0916.The dynamic height is computed by dividing the NAVD 88
 CT0916.geopotential number by the normal gravity value computed on the
 CT0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0916.degrees latitude (g = 980.6199 gals.).
 CT0916
 CT0916.The modeled gravity was interpolated from observed gravity values.
 CT0916
 CT0916;                    North         East    Units  Estimated Accuracy
 CT0916;SPC TXNC     - 2,094,020.      612,450.      MT  (+/- 180 meters Scaled)
 CT0916
 CT0916                          SUPERSEDED SURVEY CONTROL
 CT0916
 CT0916.No superseded survey control is available for this station.
 CT0916
 CT0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA594976(NAD 83)
 CT0916_MARKER: DB = BENCH MARK DISK
 CT0916_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0916_SP_SET: PIER
 CT0916_STAMPING: K 1479 1983
 CT0916_MARK LOGO: NGS   
 CT0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0916
 CT0916  HISTORY     - Date     Condition        Report By
 CT0916  HISTORY     - 1983     MONUMENTED       NGS
 CT0916  HISTORY     - 19980822 GOOD             USPSQD
 CT0916  HISTORY     - 20020316 GOOD             USPSQD
 CT0916  HISTORY     - 20040327 GOOD             USPSQD
 CT0916
 CT0916                          STATION DESCRIPTION
 CT0916
 CT0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0916'32.9 KM (20.4 MI) EAST FROM RANGER.
 CT0916'32.9 KM (20.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0916'JUNCTION WITH FARM ROAD 2461 IN RANGER, SET VERTICALLY IN THE EAST
 CT0916'FACE OF THE MOST SOUTHERLY 1 OF 3 PIERS OF THE HIGHWAY OVERPASS OF
 CT0916'FARM ROAD 919 (EXIT 370), 11.6 METERS (38.1 FT) WEST OF THE CENTERLINE
 CT0916'OF THE ROAD AND 4.8 METERS (15.7 FT) SOUTH OF THE CENTERLINE OF THE
 CT0916'EAST BOUND LANES OF THE HIGHWAY.
 CT0916
 CT0916                          STATION RECOVERY (1998)
 CT0916
 CT0916'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0916'RECOVERED IN GOOD CONDITION.
 CT0916
 CT0916                          STATION RECOVERY (2002)
 CT0916
 CT0916'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0916'RECOVERED IN GOOD CONDITION.
 CT0916
 CT0916                          STATION RECOVERY (2004)
 CT0916
 CT0916'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1388 ***********************************************************************
 AY1388  DESIGNATION -  K 148
 AY1388  PID         -  AY1388
 AY1388  STATE/COUNTY-  TX/UVALDE
 AY1388  USGS QUAD   -  LAKE CREEK (1971)
 AY1388
 AY1388                         *CURRENT SURVEY CONTROL
 AY1388  ___________________________________________________________________
 AY1388* NAD 83(1986)-  29 32 43.     (N)    099 59 10.     (W)     SCALED    
 AY1388* NAVD 88     -       401.850  (meters)    1318.40   (feet)  POSTED    
 AY1388  ___________________________________________________________________
 AY1388  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 AY1388  DYNAMIC HT  -         401.260 (meters)    1316.47  (feet)  COMP
 AY1388  MODELED GRAV-     979,155.8   (mgal)                       NAVD 88
 AY1388
 AY1388  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY1388
 AY1388.The horizontal coordinates were scaled from a topographic map and have
 AY1388.an estimated accuracy of +/- 6 seconds.
 AY1388
 AY1388.The orthometric height was determined by differential leveling
 AY1388.and adjusted by the National Geodetic Survey in 1992..
 AY1388.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY1388.rate of 2.1 thru 3.0 mm/km.
 AY1388
 AY1388.The geoid height was determined by GEOID03.
 AY1388
 AY1388.The dynamic height is computed by dividing the NAVD 88
 AY1388.geopotential number by the normal gravity value computed on the
 AY1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1388.degrees latitude (g = 980.6199 gals.).
 AY1388
 AY1388.The modeled gravity was interpolated from observed gravity values.
 AY1388
 AY1388;                    North         East    Units  Estimated Accuracy
 AY1388;SPC TXSC     - 4,190,130.      504,440.      MT  (+/- 180 meters Scaled)
 AY1388
 AY1388                          SUPERSEDED SURVEY CONTROL
 AY1388
 AY1388  NGVD 29 (??/??/92)  401.747  (m)         1318.06   (f) ADJ UNCH    2 0
 AY1388
 AY1388.Superseded values are not recommended for survey control.
 AY1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1388.See file dsdata.txt to determine how the superseded data were derived.
 AY1388
 AY1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT044688(NAD 83)
 AY1388_MARKER: DB = BENCH MARK DISK
 AY1388_SETTING: 66 = SET IN ROCK OUTCROP
 AY1388_SP_SET: ROCK LEDGE
 AY1388_STAMPING: K 148 1939
 AY1388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1388+STABILITY: POSITION/ELEVATION WELL
 AY1388
 AY1388  HISTORY     - Date     Condition        Report By
 AY1388  HISTORY     - 1939     MONUMENTED       CGS
 AY1388  HISTORY     - 1971     GOOD             USGS
 AY1388
 AY1388                          STATION DESCRIPTION
 AY1388
 AY1388'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AY1388'9 MI SE FROM CAMP WOOD.
 AY1388'0.7 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE STORE AT MONTELL.
 AY1388'THENCE 1.0 MILE NORTHEAST ALONG GRADED DIRT ROAD TO A Y ROAD JCT.
 AY1388'THENCE 0.6 MILE SOUTHEAST ALONG RIGHTHAND ROADTO OLD RAILROAD
 AY1388'CROSSING.  BENCH MARK IS 900 FEET NORTH ALONG OLD RAILROAD BED FROM
 AY1388'ROAD.  ABOUT 120 FEET NORTH OF FENCE CROSSING OLD RAILROAD.  A
 AY1388'STANDARD USC AND GS DISK, STAMPED K 148 1939 AND SET IN A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0932 ***********************************************************************
 CT0932  DESIGNATION -  K 1480
 CT0932  PID         -  CT0932
 CT0932  STATE/COUNTY-  TX/EASTLAND
 CT0932  USGS QUAD   -  RANGER (1987)
 CT0932
 CT0932                         *CURRENT SURVEY CONTROL
 CT0932  ___________________________________________________________________
 CT0932* NAD 83(1986)-  32 28 19.     (N)    098 39 01.     (W)     SCALED    
 CT0932* NAVD 88     -       442.910  (meters)    1453.11   (feet)  ADJUSTED  
 CT0932  ___________________________________________________________________
 CT0932  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CT0932  DYNAMIC HT  -         442.344 (meters)    1451.26  (feet)  COMP
 CT0932  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 CT0932
 CT0932  VERT ORDER  -  FIRST     CLASS II
 CT0932
 CT0932.The horizontal coordinates were scaled from a topographic map and have
 CT0932.an estimated accuracy of +/- 6 seconds.
 CT0932
 CT0932.The orthometric height was determined by differential leveling
 CT0932.and adjusted by the National Geodetic Survey in June 1991..
 CT0932
 CT0932.The geoid height was determined by GEOID03.
 CT0932
 CT0932.The dynamic height is computed by dividing the NAVD 88
 CT0932.geopotential number by the normal gravity value computed on the
 CT0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0932.degrees latitude (g = 980.6199 gals.).
 CT0932
 CT0932.The modeled gravity was interpolated from observed gravity values.
 CT0932
 CT0932;                    North         East    Units  Estimated Accuracy
 CT0932;SPC TXNC     - 2,089,310.      585,870.      MT  (+/- 180 meters Scaled)
 CT0932
 CT0932                          SUPERSEDED SURVEY CONTROL
 CT0932
 CT0932.No superseded survey control is available for this station.
 CT0932
 CT0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA328928(NAD 83)
 CT0932_MARKER: I = METAL ROD
 CT0932_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CT0932+WITH SETTING: INFORMATION.
 CT0932_SP_SET: SHALLOW SET METAL ROD
 CT0932_STAMPING: K 1480 1983
 CT0932_MARK LOGO: NGS   
 CT0932_PROJECTION: FLUSH
 CT0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0932_ROD/PIPE-DEPTH: 1.8  meters
 CT0932
 CT0932  HISTORY     - Date     Condition        Report By
 CT0932  HISTORY     - 1983     MONUMENTED       NGS
 CT0932  HISTORY     - 20020316 GOOD             USPSQD
 CT0932
 CT0932                          STATION DESCRIPTION
 CT0932
 CT0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0932'IN RANGER.
 CT0932'IN RANGER, AT THE NORTHEAST CORNER OF THE RANGER MIDDLE SCHOOL PLAY
 CT0932'GROUND, 70.4 METERS (23.1 FT) EAST OF THE CENTER OF A SCHOOL EXIT
 CT0932'ROAD, 17.8 METERS (58.4 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 CT0932'LANES OF THE HIGHWAY, 6.1 METERS (20.0 FT) SOUTH OF A FENCE CORNER AND
 CT0932'0.5 METER (1.6 FT) WEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 6.0
 CT0932'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CT0932'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CT0932'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CT0932
 CT0932                          STATION RECOVERY (2002)
 CT0932
 CT0932'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0957 ***********************************************************************
 CT0957  DESIGNATION -  K 1481
 CT0957  PID         -  CT0957
 CT0957  STATE/COUNTY-  TX/CALLAHAN
 CT0957  USGS QUAD   -  JAYELL (1966)
 CT0957
 CT0957                         *CURRENT SURVEY CONTROL
 CT0957  ___________________________________________________________________
 CT0957* NAD 83(1986)-  32 23 53.     (N)    099 22 25.     (W)     SCALED    
 CT0957* NAVD 88     -       511.620  (meters)    1678.54   (feet)  ADJUSTED  
 CT0957  ___________________________________________________________________
 CT0957  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CT0957  DYNAMIC HT  -         510.955 (meters)    1676.36  (feet)  COMP
 CT0957  MODELED GRAV-     979,323.2   (mgal)                       NAVD 88
 CT0957
 CT0957  VERT ORDER  -  FIRST     CLASS II
 CT0957
 CT0957.The horizontal coordinates were scaled from a topographic map and have
 CT0957.an estimated accuracy of +/- 6 seconds.
 CT0957
 CT0957.The orthometric height was determined by differential leveling
 CT0957.and adjusted by the National Geodetic Survey in June 1991..
 CT0957
 CT0957.The geoid height was determined by GEOID03.
 CT0957
 CT0957.The dynamic height is computed by dividing the NAVD 88
 CT0957.geopotential number by the normal gravity value computed on the
 CT0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0957.degrees latitude (g = 980.6199 gals.).
 CT0957
 CT0957.The modeled gravity was interpolated from observed gravity values.
 CT0957
 CT0957;                    North         East    Units  Estimated Accuracy
 CT0957;SPC TXNC     - 2,081,450.      517,810.      MT  (+/- 180 meters Scaled)
 CT0957
 CT0957                          SUPERSEDED SURVEY CONTROL
 CT0957
 CT0957.No superseded survey control is available for this station.
 CT0957
 CT0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA648846(NAD 83)
 CT0957_MARKER: DB = BENCH MARK DISK
 CT0957_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0957_SP_SET: PIER
 CT0957_STAMPING: K 1481 1983
 CT0957_MARK LOGO: NGS   
 CT0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0957
 CT0957  HISTORY     - Date     Condition        Report By
 CT0957  HISTORY     - 1983     MONUMENTED       NGS
 CT0957
 CT0957                          STATION DESCRIPTION
 CT0957
 CT0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0957'36.9 KM (22.9 MI) EAST FROM ABILENE.
 CT0957'34.4 KM (21.35 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0957'THE RAILROAD STATION IN ABILENE, THENCE 1.3 KM (0.8 MI) NORTH ALONG
 CT0957'U.S. HIGHWAY 283, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG INTERSTATE
 CT0957'HIGHWAY 20, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY 1
 CT0957'OF 4 PIERS OF THE EAST BOUND OVERPASS OVER BUSINESS HIGHWAY 80 (EXIT
 CT0957'308), 7.0 METERS (23.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND
 CT0957'5.1 METERS (16.7 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANES OF
 CT0957'THE HIGHWAY.
 CT0957'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0636 ***********************************************************************
 DO0636  DESIGNATION -  K 1482
 DO0636  PID         -  DO0636
 DO0636  STATE/COUNTY-  TX/WICHITA
 DO0636  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0636
 DO0636                         *CURRENT SURVEY CONTROL
 DO0636  ___________________________________________________________________
 DO0636* NAD 83(1986)-  33 53 39.     (N)    098 26 41.     (W)     SCALED    
 DO0636* NAVD 88     -       303.227  (meters)     994.84   (feet)  ADJUSTED  
 DO0636  ___________________________________________________________________
 DO0636  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DO0636  DYNAMIC HT  -         302.894 (meters)     993.74  (feet)  COMP
 DO0636  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 DO0636
 DO0636  VERT ORDER  -  FIRST     CLASS II
 DO0636
 DO0636.The horizontal coordinates were scaled from a topographic map and have
 DO0636.an estimated accuracy of +/- 6 seconds.
 DO0636
 DO0636.The orthometric height was determined by differential leveling
 DO0636.and adjusted by the National Geodetic Survey in June 1991..
 DO0636
 DO0636.The geoid height was determined by GEOID03.
 DO0636
 DO0636.The dynamic height is computed by dividing the NAVD 88
 DO0636.geopotential number by the normal gravity value computed on the
 DO0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0636.degrees latitude (g = 980.6199 gals.).
 DO0636
 DO0636.The modeled gravity was interpolated from observed gravity values.
 DO0636
 DO0636;                    North         East    Units  Estimated Accuracy
 DO0636;SPC TXNC     - 2,247,020.      605,110.      MT  (+/- 180 meters Scaled)
 DO0636
 DO0636                          SUPERSEDED SURVEY CONTROL
 DO0636
 DO0636.No superseded survey control is available for this station.
 DO0636
 DO0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC513505(NAD 83)
 DO0636_MARKER: DB = BENCH MARK DISK
 DO0636_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO0636_SP_SET: PIER
 DO0636_STAMPING: K 1482 1984
 DO0636_MARK LOGO: NGS   
 DO0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0636
 DO0636  HISTORY     - Date     Condition        Report By
 DO0636  HISTORY     - 1984     MONUMENTED       NGS
 DO0636  HISTORY     - 20010525 GOOD             USPSQD
 DO0636
 DO0636                          STATION DESCRIPTION
 DO0636
 DO0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0636'4.8 KM (3.0 MI) SE FROM WICHITA FALLS.
 DO0636'4.8 KM (3.0 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DO0636'FROM ITS JUNCTION WITH 7TH STREET IN WICHITA FALLS, SET VERTICALLY IN
 DO0636'THE NORTHWEST FACE OF THE MOST NORTHWESTERLY 1 OF 3 COLUMNS OF THE 1ST
 DO0636'PIER NORTH OVER THE TRACKS OF THE SOUTH BOUND OVERPASS OF STATE
 DO0636'HIGHWAY 79 OVERPASS OF THE TRACKS, 7.6 METERS (24.9 FT) NORTHEAST OF
 DO0636'THE NEAR RAIL, AND 6.6 METERS 21.7 FT) NORTHWEST OF THE CENTER OF THE
 DO0636'SOUTH BOUND LANES OF THE HIGHWAY.
 DO0636'THE MARK IS 1.3 M ABOVE THE GROUND.
 DO0636
 DO0636                          STATION RECOVERY (2001)
 DO0636
 DO0636'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0527 ***********************************************************************
 EM0527  DESIGNATION -  K 1483
 EM0527  PID         -  EM0527
 EM0527  STATE/COUNTY-  TX/WICHITA
 EM0527  USGS QUAD   -  ELECTRA (1991)
 EM0527
 EM0527                         *CURRENT SURVEY CONTROL
 EM0527  ___________________________________________________________________
 EM0527* NAD 83(1986)-  34 03 37.     (N)    098 59 09.     (W)     SCALED    
 EM0527* NAVD 88     -       375.076  (meters)    1230.56   (feet)  ADJUSTED  
 EM0527  ___________________________________________________________________
 EM0527  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 EM0527  DYNAMIC HT  -         374.660 (meters)    1229.20  (feet)  COMP
 EM0527  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 EM0527
 EM0527  VERT ORDER  -  FIRST     CLASS II
 EM0527
 EM0527.The horizontal coordinates were scaled from a topographic map and have
 EM0527.an estimated accuracy of +/- 6 seconds.
 EM0527
 EM0527.The orthometric height was determined by differential leveling
 EM0527.and adjusted by the National Geodetic Survey in June 1991..
 EM0527
 EM0527.The geoid height was determined by GEOID03.
 EM0527
 EM0527.The dynamic height is computed by dividing the NAVD 88
 EM0527.geopotential number by the normal gravity value computed on the
 EM0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0527.degrees latitude (g = 980.6199 gals.).
 EM0527
 EM0527.The modeled gravity was interpolated from observed gravity values.
 EM0527
 EM0527;                    North         East    Units  Estimated Accuracy
 EM0527;SPC TXNC     - 2,265,550.      555,150.      MT  (+/- 180 meters Scaled)
 EM0527
 EM0527                          SUPERSEDED SURVEY CONTROL
 EM0527
 EM0527.No superseded survey control is available for this station.
 EM0527
 EM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC013688(NAD 83)
 EM0527_MARKER: I = METAL ROD
 EM0527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0527_SP_SET: STAINLESS STEEL ROD
 EM0527_STAMPING: K 1483 1984
 EM0527_MARK LOGO: NGS   
 EM0527_PROJECTION: FLUSH
 EM0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0527_ROD/PIPE-DEPTH: 4.9  meters
 EM0527
 EM0527  HISTORY     - Date     Condition        Report By
 EM0527  HISTORY     - 1984     MONUMENTED       NGS
 EM0527  HISTORY     - 20010525 GOOD             USPSQD
 EM0527
 EM0527                          STATION DESCRIPTION
 EM0527
 EM0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0527'30.0 KM (18.65 MI) SE FROM VERNON.
 EM0527'30.0 KM (18.65 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN
 EM0527'RAILROAD FROM THE STATION IN VERNON, 122.0 METERS (400.3 FT) NORTHEAST
 EM0527'OF THE NEAR RAIL, 34.1 METERS (111.9 FT) NORTHEAST OF THE CENTERLINE
 EM0527'OF THE NORTHWEST BOUND LANES OF U.S. HIGHWAY 287, 10.0 METERS
 EM0527'(32.8 FT) EAST OF THE CENTER OF GRAVELED ROAD, AND 6.9 METERS
 EM0527'(22.6 FT) SOUTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 EM0527'IS THROUGH A 5-INCH LOGO CAP.
 EM0527'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EM0527'THE MARK IS 2.3 M ABOVE THE HIGHWAY.
 EM0527
 EM0527                          STATION RECOVERY (2001)
 EM0527
 EM0527'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWB)
 EM0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0585 ***********************************************************************
 EN0585  DESIGNATION -  K 1484
 EN0585  PID         -  EN0585
 EN0585  STATE/COUNTY-  TX/CHILDRESS
 EN0585  USGS QUAD   -  CAREY (1981)
 EN0585
 EN0585                         *CURRENT SURVEY CONTROL
 EN0585  ___________________________________________________________________
 EN0585* NAD 83(1986)-  34 28 43.     (N)    100 19 34.     (W)     SCALED    
 EN0585* NAVD 88     -       580.660  (meters)    1905.05   (feet)  ADJUSTED  
 EN0585  ___________________________________________________________________
 EN0585  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 EN0585  DYNAMIC HT  -         579.999 (meters)    1902.88  (feet)  COMP
 EN0585  MODELED GRAV-     979,478.6   (mgal)                       NAVD 88
 EN0585
 EN0585  VERT ORDER  -  FIRST     CLASS II
 EN0585
 EN0585.The horizontal coordinates were scaled from a topographic map and have
 EN0585.an estimated accuracy of +/- 6 seconds.
 EN0585
 EN0585.The orthometric height was determined by differential leveling
 EN0585.and adjusted by the National Geodetic Survey in June 1991..
 EN0585
 EN0585.The geoid height was determined by GEOID03.
 EN0585
 EN0585.The dynamic height is computed by dividing the NAVD 88
 EN0585.geopotential number by the normal gravity value computed on the
 EN0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0585.degrees latitude (g = 980.6199 gals.).
 EN0585
 EN0585.The modeled gravity was interpolated from observed gravity values.
 EN0585
 EN0585;                    North         East    Units  Estimated Accuracy
 EN0585;SPC TX N     - 1,053,740.      307,840.      MT  (+/- 180 meters Scaled)
 EN0585
 EN0585                          SUPERSEDED SURVEY CONTROL
 EN0585
 EN0585.No superseded survey control is available for this station.
 EN0585
 EN0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD782160(NAD 83)
 EN0585_MARKER: I = METAL ROD
 EN0585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0585_SP_SET: STAINLESS STEEL ROD
 EN0585_STAMPING: K 1484 1984
 EN0585_MARK LOGO: NGS   
 EN0585_PROJECTION: FLUSH
 EN0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0585+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2006
 EN0585_ROD/PIPE-DEPTH: 5.5  meters
 EN0585
 EN0585  HISTORY     - Date     Condition        Report By
 EN0585  HISTORY     - 1984     MONUMENTED       NGS
 EN0585  HISTORY     - 20060213 GOOD             JCLS
 EN0585
 EN0585                          STATION DESCRIPTION
 EN0585
 EN0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0585'10.4 KM (6.45 MI) NW FROM CHILDRESS.
 EN0585'10.4 KM (6.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0585'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 0.9 KM (0.55 MI) SOUTHEAST
 EN0585'OF A HIGHWAY BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD, 18.5 M
 EN0585'(60.7 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 EN0585'THE HIGHWAY, 16.3 M (53.5 FT) NORTHWEST OF A UTILITY POLE WITH A GUY
 EN0585'WIRE AT A UTILITY LINE CROSSING OF THE HIGHWAY.  NOTE=ACCESS TO THE
 EN0585'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0585'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EN0585'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 EN0585
 EN0585                          STATION RECOVERY (2006)
 EN0585
 EN0585'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 EN0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0922 ***********************************************************************
 DN0922  DESIGNATION -  K 1485
 DN0922  PID         -  DN0922
 DN0922  STATE/COUNTY-  TX/WISE
 DN0922  USGS QUAD   -  RHOME (1972)
 DN0922
 DN0922                         *CURRENT SURVEY CONTROL
 DN0922  ___________________________________________________________________
 DN0922* NAD 83(1986)-  33 04 13.     (N)    097 28 25.     (W)     SCALED    
 DN0922* NAVD 88     -       295.583  (meters)     969.76   (feet)  ADJUSTED  
 DN0922  ___________________________________________________________________
 DN0922  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DN0922  DYNAMIC HT  -         295.235 (meters)     968.62  (feet)  COMP
 DN0922  MODELED GRAV-     979,450.4   (mgal)                       NAVD 88
 DN0922
 DN0922  VERT ORDER  -  FIRST     CLASS II
 DN0922
 DN0922.The horizontal coordinates were scaled from a topographic map and have
 DN0922.an estimated accuracy of +/- 6 seconds.
 DN0922
 DN0922.The orthometric height was determined by differential leveling
 DN0922.and adjusted by the National Geodetic Survey in June 1991..
 DN0922
 DN0922.The geoid height was determined by GEOID03.
 DN0922
 DN0922.The dynamic height is computed by dividing the NAVD 88
 DN0922.geopotential number by the normal gravity value computed on the
 DN0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0922.degrees latitude (g = 980.6199 gals.).
 DN0922
 DN0922.The modeled gravity was interpolated from observed gravity values.
 DN0922
 DN0922;                    North         East    Units  Estimated Accuracy
 DN0922;SPC TXNC     - 2,156,110.      695,830.      MT  (+/- 180 meters Scaled)
 DN0922
 DN0922                          SUPERSEDED SURVEY CONTROL
 DN0922
 DN0922.No superseded survey control is available for this station.
 DN0922
 DN0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB424601(NAD 83)
 DN0922_MARKER: DB = BENCH MARK DISK
 DN0922_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0922_SP_SET: ABUTMENT
 DN0922_STAMPING: K 1485 1984
 DN0922_MARK LOGO: NGS   
 DN0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0922+STABILITY: POSITION/ELEVATION WELL
 DN0922
 DN0922  HISTORY     - Date     Condition        Report By
 DN0922  HISTORY     - 1984     MONUMENTED       NGS
 DN0922  HISTORY     - 19970927 GOOD             USPSQD
 DN0922
 DN0922                          STATION DESCRIPTION
 DN0922
 DN0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0922'1.7 KM (1.05 MI) NW FROM RHOME.
 DN0922'1.7 KM (1.05 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0922'FROM ITS JUNCTION WITH 2ND STREET IN RHOME, IN TOP OF AND 0.3 METER
 DN0922'(1.0 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A
 DN0922'PAVED ROAD OVERPASS OVER U.S. HIGHWAYS 287 AND 81, 0.8 KM (0.5 MI)
 DN0922'NORTH OF MILEPOST 62, 43.9 METERS (144.7 FT) WEST OF THE NEAR RAIL,
 DN0922'AND 6.7 M (22.0 FT) NORTH OF THE CENTER OF THE ROAD.
 DN0922'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DN0922
 DN0922                          STATION RECOVERY (1997)
 DN0922
 DN0922'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0947 ***********************************************************************
 DN0947  DESIGNATION -  K 1486
 DN0947  PID         -  DN0947
 DN0947  STATE/COUNTY-  TX/MONTAGUE
 DN0947  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0947
 DN0947                         *CURRENT SURVEY CONTROL
 DN0947  ___________________________________________________________________
 DN0947* NAD 83(1986)-  33 36 36.     (N)    097 57 35.     (W)     SCALED    
 DN0947* NAVD 88     -       291.199  (meters)     955.38   (feet)  ADJUSTED  
 DN0947  ___________________________________________________________________
 DN0947  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DN0947  DYNAMIC HT  -         290.876 (meters)     954.32  (feet)  COMP
 DN0947  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 DN0947
 DN0947  VERT ORDER  -  FIRST     CLASS II
 DN0947
 DN0947.The horizontal coordinates were scaled from a topographic map and have
 DN0947.an estimated accuracy of +/- 6 seconds.
 DN0947
 DN0947.The orthometric height was determined by differential leveling
 DN0947.and adjusted by the National Geodetic Survey in June 1991..
 DN0947
 DN0947.The geoid height was determined by GEOID03.
 DN0947
 DN0947.The dynamic height is computed by dividing the NAVD 88
 DN0947.geopotential number by the normal gravity value computed on the
 DN0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0947.degrees latitude (g = 980.6199 gals.).
 DN0947
 DN0947.The modeled gravity was interpolated from observed gravity values.
 DN0947
 DN0947;                    North         East    Units  Estimated Accuracy
 DN0947;SPC TXNC     - 2,215,630.      650,140.      MT  (+/- 180 meters Scaled)
 DN0947
 DN0947                          SUPERSEDED SURVEY CONTROL
 DN0947
 DN0947.No superseded survey control is available for this station.
 DN0947
 DN0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC965194(NAD 83)
 DN0947_MARKER: DB = BENCH MARK DISK
 DN0947_SETTING: 66 = SET IN ROCK OUTCROP
 DN0947_SP_SET: ROCK OUTCROP
 DN0947_STAMPING: K 1486 1984
 DN0947_MARK LOGO: NGS   
 DN0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0947+STABILITY: POSITION/ELEVATION WELL
 DN0947
 DN0947  HISTORY     - Date     Condition        Report By
 DN0947  HISTORY     - 1984     MONUMENTED       NGS
 DN0947  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0947
 DN0947                          STATION DESCRIPTION
 DN0947
 DN0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0947'11.7 KM (7.25 MI) NW FROM BOWIE.
 DN0947'11.7 KM (7.25 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0947'FROM THE STATION IN BOWIE, IN THE CENTER OF THE SOUTHWESTERN 1/2 OF A
 DN0947'4- BY 12-FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI)
 DN0947'SOUTHEAST OF MILEPOST 76, 54.9 METERS (180.1 FT) SOUTHWEST OF THE NEAR
 DN0947'RAIL, AND 17.1 METERS (56.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DN0947'NORTHWEST BOUND LANES OF U.S.  HIGHWAY 287.
 DN0947'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DN0947'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 DN0947
 DN0947                          STATION RECOVERY (1996)
 DN0947
 DN0947'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0557 ***********************************************************************
 EM0557  DESIGNATION -  K 1487
 EM0557  PID         -  EM0557
 EM0557  STATE/COUNTY-  TX/HARDEMAN
 EM0557  USGS QUAD   -  CHILLICOTHE (1984)
 EM0557
 EM0557                         *CURRENT SURVEY CONTROL
 EM0557  ___________________________________________________________________
 EM0557* NAD 83(1986)-  34 15 50.     (N)    099 36 09.     (W)     SCALED    
 EM0557* NAVD 88     -       444.333  (meters)    1457.78   (feet)  ADJUSTED  
 EM0557  ___________________________________________________________________
 EM0557  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EM0557  DYNAMIC HT  -         443.832 (meters)    1456.14  (feet)  COMP
 EM0557  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 EM0557
 EM0557  VERT ORDER  -  FIRST     CLASS II
 EM0557
 EM0557.The horizontal coordinates were scaled from a topographic map and have
 EM0557.an estimated accuracy of +/- 6 seconds.
 EM0557
 EM0557.The orthometric height was determined by differential leveling
 EM0557.and adjusted by the National Geodetic Survey in June 1991..
 EM0557
 EM0557.The geoid height was determined by GEOID03.
 EM0557
 EM0557.The dynamic height is computed by dividing the NAVD 88
 EM0557.geopotential number by the normal gravity value computed on the
 EM0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0557.degrees latitude (g = 980.6199 gals.).
 EM0557
 EM0557.The modeled gravity was interpolated from observed gravity values.
 EM0557
 EM0557;                    North         East    Units  Estimated Accuracy
 EM0557;SPC TXNC     - 2,288,560.      498,450.      MT  (+/- 180 meters Scaled)
 EM0557
 EM0557                          SUPERSEDED SURVEY CONTROL
 EM0557
 EM0557.No superseded survey control is available for this station.
 EM0557
 EM0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC445915(NAD 83)
 EM0557_MARKER: I = METAL ROD
 EM0557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0557_SP_SET: STAINLESS STEEL ROD
 EM0557_STAMPING: K 1487 1984
 EM0557_MARK LOGO: NGS   
 EM0557_PROJECTION: FLUSH
 EM0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0557_ROD/PIPE-DEPTH: 4.9  meters
 EM0557
 EM0557  HISTORY     - Date     Condition        Report By
 EM0557  HISTORY     - 1984     MONUMENTED       NGS
 EM0557
 EM0557                          STATION DESCRIPTION
 EM0557
 EM0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0557'8.4 KM (5.2 MI) WEST FROM CHILLICOTHE.
 EM0557'8.4 KM (5.2 MI) WESTERLY ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 EM0557'IN CHILLICOTHE, 0.8 KM (0.5 MI) EAST OF FARM ROAD 2006, 0.2 KM
 EM0557'(0.1 MI) WEST OF A SMALL BOX CULVERT, 16.1 M (52.8 FT) NORTH OF THE
 EM0557'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 7.5 M (24.6 FT)
 EM0557'EAST OF THE CENTER OF A FIELD ENTRANCE, AND 2.2 M (7.2 FT) WEST OF A
 EM0557'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EM0557'CAP.
 EM0557'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EM0557'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1289 ***********************************************************************
 GL1289  DESIGNATION -  K 1488
 GL1289  PID         -  GL1289
 GL1289  STATE/COUNTY-  TX/DALLAM
 GL1289  USGS QUAD   -  BOLIN NE (1973)
 GL1289
 GL1289                         *CURRENT SURVEY CONTROL
 GL1289  ___________________________________________________________________
 GL1289* NAD 83(1986)-  36 09 42.     (N)    102 30 32.     (W)     SCALED    
 GL1289* NAVD 88     -      1233.099  (meters)    4045.59   (feet)  ADJUSTED  
 GL1289  ___________________________________________________________________
 GL1289  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 GL1289  DYNAMIC HT  -        1231.677 (meters)    4040.93  (feet)  COMP
 GL1289  MODELED GRAV-     979,436.6   (mgal)                       NAVD 88
 GL1289
 GL1289  VERT ORDER  -  FIRST     CLASS II
 GL1289
 GL1289.The horizontal coordinates were scaled from a topographic map and have
 GL1289.an estimated accuracy of +/- 6 seconds.
 GL1289
 GL1289.The orthometric height was determined by differential leveling
 GL1289.and adjusted by the National Geodetic Survey in June 1991..
 GL1289
 GL1289.The geoid height was determined by GEOID03.
 GL1289
 GL1289.The dynamic height is computed by dividing the NAVD 88
 GL1289.geopotential number by the normal gravity value computed on the
 GL1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1289.degrees latitude (g = 980.6199 gals.).
 GL1289
 GL1289.The modeled gravity was interpolated from observed gravity values.
 GL1289
 GL1289;                    North         East    Units  Estimated Accuracy
 GL1289;SPC TX N     - 1,240,280.      109,220.      MT  (+/- 180 meters Scaled)
 GL1289
 GL1289                          SUPERSEDED SURVEY CONTROL
 GL1289
 GL1289.No superseded survey control is available for this station.
 GL1289
 GL1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA240047(NAD 83)
 GL1289_MARKER: I = METAL ROD
 GL1289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1289_SP_SET: STAINLESS STEEL ROD
 GL1289_STAMPING: K 1488 1985
 GL1289_MARK LOGO: NGS   
 GL1289_PROJECTION: FLUSH
 GL1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1289_ROD/PIPE-DEPTH: 4.9  meters
 GL1289
 GL1289  HISTORY     - Date     Condition        Report By
 GL1289  HISTORY     - 1985     MONUMENTED       NGS
 GL1289
 GL1289                          STATION DESCRIPTION
 GL1289
 GL1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1289'11.2 KM (6.95 MI) NORTH FROM DALHART.
 GL1289'11.2 KM (6.95 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1289'WITH U.S. HIGHWAY 54 IN DALHART, 27.2 M (89.2 FT) NORTH OF THE CENTER
 GL1289'OF A DRIVEWAY LEADING EAST TO A RANCH, 25.0 M (82.0 FT) EAST OF THE
 GL1289'CENTERLINE OF THE HIGHWAY, AND 0.8 M (2.6 FT) EAST OF A UTILITY POLE
 GL1289'WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GL1289'LOGO CAP.
 GL1289'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 GL1289'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0571 ***********************************************************************
 EN0571  DESIGNATION -  K 1489
 EN0571  PID         -  EN0571
 EN0571  STATE/COUNTY-  TX/CHILDRESS
 EN0571  USGS QUAD   -  KIRKLAND NORTH (1981)
 EN0571
 EN0571                         *CURRENT SURVEY CONTROL
 EN0571  ___________________________________________________________________
 EN0571* NAD 83(1986)-  34 22 41.     (N)    100 02 47.     (W)     SCALED    
 EN0571* NAVD 88     -       508.764  (meters)    1669.17   (feet)  ADJUSTED  
 EN0571  ___________________________________________________________________
 EN0571  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 EN0571  DYNAMIC HT  -         508.187 (meters)    1667.28  (feet)  COMP
 EN0571  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 EN0571
 EN0571  VERT ORDER  -  FIRST     CLASS II
 EN0571
 EN0571.The horizontal coordinates were scaled from a topographic map and have
 EN0571.an estimated accuracy of +/- 6 seconds.
 EN0571
 EN0571.The orthometric height was determined by differential leveling
 EN0571.and adjusted by the National Geodetic Survey in June 1991..
 EN0571
 EN0571.The geoid height was determined by GEOID03.
 EN0571
 EN0571.The dynamic height is computed by dividing the NAVD 88
 EN0571.geopotential number by the normal gravity value computed on the
 EN0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0571.degrees latitude (g = 980.6199 gals.).
 EN0571
 EN0571.The modeled gravity was interpolated from observed gravity values.
 EN0571
 EN0571;                    North         East    Units  Estimated Accuracy
 EN0571;SPC TX N     - 1,042,930.      333,700.      MT  (+/- 180 meters Scaled)
 EN0571
 EN0571                          SUPERSEDED SURVEY CONTROL
 EN0571
 EN0571.No superseded survey control is available for this station.
 EN0571
 EN0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD037045(NAD 83)
 EN0571_MARKER: I = METAL ROD
 EN0571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0571_SP_SET: STAINLESS STEEL ROD
 EN0571_STAMPING: K 1489 1984
 EN0571_MARK LOGO: NGS   
 EN0571_PROJECTION: FLUSH
 EN0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0571_ROD/PIPE-DEPTH: 4.6  meters
 EN0571
 EN0571  HISTORY     - Date     Condition        Report By
 EN0571  HISTORY     - 1984     MONUMENTED       NGS
 EN0571
 EN0571                          STATION DESCRIPTION
 EN0571
 EN0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0571'17.8 KM (11.5 MI) SE FROM CHILDRESS.
 EN0571'17.8 KM (11.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0571'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 1.0 KM (0.6 MI) SOUTHEAST
 EN0571'OF FARM ROAD 1033 NORTH, 23.4 M (76.8 FT) NORTHEAST OF THE CENTERLINE
 EN0571'OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, AND 6.8 M (22.3 FT)
 EN0571'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM
 EN0571'POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0571'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EN0571'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1204 ***********************************************************************
 CS1204  DESIGNATION -  K 149
 CS1204  PID         -  CS1204
 CS1204  STATE/COUNTY-  TX/DALLAS
 CS1204  USGS QUAD   -  GARLAND (1973)
 CS1204
 CS1204                         *CURRENT SURVEY CONTROL
 CS1204  ___________________________________________________________________
 CS1204* NAD 83(1986)-  32 53 45.     (N)    096 43 06.     (W)     SCALED    
 CS1204* NAVD 88     -       174.660  (meters)     573.03   (feet)  ADJUSTED  
 CS1204  ___________________________________________________________________
 CS1204  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CS1204  DYNAMIC HT  -         174.464 (meters)     572.39  (feet)  COMP
 CS1204  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 CS1204
 CS1204  VERT ORDER  -  FIRST     CLASS II
 CS1204
 CS1204.The horizontal coordinates were scaled from a topographic map and have
 CS1204.an estimated accuracy of +/- 6 seconds.
 CS1204
 CS1204.The orthometric height was determined by differential leveling
 CS1204.and adjusted by the National Geodetic Survey in June 1991..
 CS1204.WARNING-Repeat measurements at this control monument indicate possible
 CS1204.vertical movement.
 CS1204
 CS1204.The geoid height was determined by GEOID03.
 CS1204
 CS1204.The dynamic height is computed by dividing the NAVD 88
 CS1204.geopotential number by the normal gravity value computed on the
 CS1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1204.degrees latitude (g = 980.6199 gals.).
 CS1204
 CS1204.The modeled gravity was interpolated from observed gravity values.
 CS1204
 CS1204;                    North         East    Units  Estimated Accuracy
 CS1204;SPC TXNC     - 2,137,720.      766,670.      MT  (+/- 180 meters Scaled)
 CS1204
 CS1204                          SUPERSEDED SURVEY CONTROL
 CS1204
 CS1204  NGVD 29 (??/??/92)  174.670  (m)          573.06   (f) ADJ UNCH    1 2
 CS1204
 CS1204.Superseded values are not recommended for survey control.
 CS1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1204.See file dsdata.txt to determine how the superseded data were derived.
 CS1204
 CS1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB134420(NAD 83)
 CS1204_MARKER: DB = BENCH MARK DISK
 CS1204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS1204_SP_SET: HEADWALL
 CS1204_STAMPING: K 149 1939
 CS1204_MARK LOGO: CGS   
 CS1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1204+STABILITY: SURFACE MOTION
 CS1204
 CS1204  HISTORY     - Date     Condition        Report By
 CS1204  HISTORY     - 1939     MONUMENTED       CGS
 CS1204  HISTORY     - 1952     GOOD             NGS
 CS1204  HISTORY     - 1958     GOOD             NGS
 CS1204  HISTORY     - 1986     GOOD             NGS
 CS1204  HISTORY     - 1987     GOOD             USPSQD
 CS1204  HISTORY     - 19991120 GOOD             USPSQD
 CS1204
 CS1204                          STATION DESCRIPTION
 CS1204
 CS1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1204'4.1 MI NE FROM FISHER.
 CS1204'4.1 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 CS1204'TEXAS FROM THE CROSSING OF FISHER STREET AT FISHER, 2 POLES NORTHEAST
 CS1204'OF MILEPOST 756, 144 FEET SOUTHWEST OF THE CENTER OF THE OILED ROAD
 CS1204'CROSSING, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET BELOW THE
 CS1204'TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 CS1204'HEADWALL OF A 4 FOOT CONCRETE CULVERT.
 CS1204
 CS1204                          STATION RECOVERY (1958)
 CS1204
 CS1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1204'RECOVERED IN GOOD CONDITION.
 CS1204
 CS1204                          STATION RECOVERY (1986)
 CS1204
 CS1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1204'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DALLAS,
 CS1204'AT THE INTERSECTION OF AUDELIA ROAD AND THE MISSOURI KANSAS TEXAS
 CS1204'RAILROAD, IN THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A
 CS1204'BOX CULVERT, 44.0 M (144.4 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 CS1204'AND 3.1 M (10.2 FT) SOUTHEAST OF THE NEAR RAIL.
 CS1204'THE MARK IS 1.2 M BELOW THE TRACKS.
 CS1204
 CS1204                          STATION RECOVERY (1987)
 CS1204
 CS1204'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1204'RECOVERED IN GOOD CONDITION.
 CS1204
 CS1204                          STATION RECOVERY (1999)
 CS1204
 CS1204'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1564 ***********************************************************************
 FL1564  DESIGNATION -  K 1490
 FL1564  PID         -  FL1564
 FL1564  STATE/COUNTY-  TX/DONLEY
 FL1564  USGS QUAD   -  ROACH RANCH (1978)
 FL1564
 FL1564                         *CURRENT SURVEY CONTROL
 FL1564  ___________________________________________________________________
 FL1564* NAD 83(1986)-  35 02 54.     (N)    100 53 36.     (W)     SCALED    
 FL1564* NAVD 88     -       846.835  (meters)    2778.32   (feet)  ADJUSTED  
 FL1564  ___________________________________________________________________
 FL1564  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 FL1564  DYNAMIC HT  -         845.868 (meters)    2775.15  (feet)  COMP
 FL1564  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 FL1564
 FL1564  VERT ORDER  -  FIRST     CLASS II
 FL1564
 FL1564.The horizontal coordinates were scaled from a topographic map and have
 FL1564.an estimated accuracy of +/- 6 seconds.
 FL1564
 FL1564.The orthometric height was determined by differential leveling
 FL1564.and adjusted by the National Geodetic Survey in June 1991..
 FL1564
 FL1564.The geoid height was determined by GEOID03.
 FL1564
 FL1564.The dynamic height is computed by dividing the NAVD 88
 FL1564.geopotential number by the normal gravity value computed on the
 FL1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1564.degrees latitude (g = 980.6199 gals.).
 FL1564
 FL1564.The modeled gravity was interpolated from observed gravity values.
 FL1564
 FL1564;                    North         East    Units  Estimated Accuracy
 FL1564;SPC TX N     - 1,116,470.      255,350.      MT  (+/- 180 meters Scaled)
 FL1564
 FL1564                          SUPERSEDED SURVEY CONTROL
 FL1564
 FL1564.No superseded survey control is available for this station.
 FL1564
 FL1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD273800(NAD 83)
 FL1564_MARKER: I = METAL ROD
 FL1564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1564_SP_SET: STAINLESS STEEL ROD
 FL1564_STAMPING: K 1490 1984
 FL1564_MARK LOGO: NGS   
 FL1564_PROJECTION: FLUSH
 FL1564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1564_ROD/PIPE-DEPTH: 15.3 meters
 FL1564
 FL1564  HISTORY     - Date     Condition        Report By
 FL1564  HISTORY     - 1984     MONUMENTED       NGS
 FL1564
 FL1564                          STATION DESCRIPTION
 FL1564
 FL1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1564'11.9 KM (7.4 MI) NORTH FROM CLARENDON.
 FL1564'11.9 KM (7.4 MI) NORTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1564'WITH U.S. HIGHWAY 287 AT THE WEST EDGE OF CLARENDON, 17.8 M (58.4 FT)
 FL1564'WEST OF THE CENTERLINE OF THE HIGHWAY, 6.3 M (20.7 FT) NORTH OF THE
 FL1564'CENTER OF A GATE AND FIELD ENTRANCE, 2.9 M (9.5 FT) NORTH OF A FENCE
 FL1564'CORNER, AND 0.8 M (2.6 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 FL1564'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1564'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FL1564'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1596 ***********************************************************************
 FL1596  DESIGNATION -  K 1491
 FL1596  PID         -  FL1596
 FL1596  STATE/COUNTY-  TX/CARSON
 FL1596  USGS QUAD   -  WASHBURN (1973)
 FL1596
 FL1596                         *CURRENT SURVEY CONTROL
 FL1596  ___________________________________________________________________
 FL1596* NAD 83(1986)-  35 12 02.     (N)    101 30 26.     (W)     SCALED    
 FL1596* NAVD 88     -      1066.959  (meters)    3500.51   (feet)  ADJUSTED  
 FL1596  ___________________________________________________________________
 FL1596  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL1596  DYNAMIC HT  -        1065.690 (meters)    3496.35  (feet)  COMP
 FL1596  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 FL1596
 FL1596  VERT ORDER  -  FIRST     CLASS II
 FL1596
 FL1596.The horizontal coordinates were scaled from a topographic map and have
 FL1596.an estimated accuracy of +/- 6 seconds.
 FL1596
 FL1596.The orthometric height was determined by differential leveling
 FL1596.and adjusted by the National Geodetic Survey in June 1991..
 FL1596
 FL1596.The geoid height was determined by GEOID03.
 FL1596
 FL1596.The dynamic height is computed by dividing the NAVD 88
 FL1596.geopotential number by the normal gravity value computed on the
 FL1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1596.degrees latitude (g = 980.6199 gals.).
 FL1596
 FL1596.The modeled gravity was interpolated from observed gravity values.
 FL1596
 FL1596;                    North         East    Units  Estimated Accuracy
 FL1596;SPC TX N     - 1,133,190.      199,340.      MT  (+/- 180 meters Scaled)
 FL1596
 FL1596                          SUPERSEDED SURVEY CONTROL
 FL1596
 FL1596.No superseded survey control is available for this station.
 FL1596
 FL1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD717981(NAD 83)
 FL1596_MARKER: I = METAL ROD
 FL1596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1596_SP_SET: STAINLESS STEEL ROD
 FL1596_STAMPING: K 1491 1984
 FL1596_MARK LOGO: NGS   
 FL1596_PROJECTION: FLUSH
 FL1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1596_ROD/PIPE-DEPTH: 9.5  meters
 FL1596
 FL1596  HISTORY     - Date     Condition        Report By
 FL1596  HISTORY     - 1984     MONUMENTED       NGS
 FL1596
 FL1596                          STATION DESCRIPTION
 FL1596
 FL1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1596'31.3 KM (19.45 MI) EAST FROM AMARILLO.
 FL1596'21.5 KM (13.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FL1596'JUNCTION WITH INTERSTATE HIGHWAY 27 IN AMARILLO, THENCE 9.8 KM (6.1
 FL1596'MI) EASTERLY ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 45.7
 FL1596'M (149.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL RAILROAD
 FL1596'BRIDGE, 14.3 M (46.9 FT) SOUTH OF THE NEAR RAIL, AND 3.3 M (10.8 FT)
 FL1596'WEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 FL1596'5-INCH LOGO CAP.
 FL1596'THE MARK IS 0.3 METERS  N FROM  WITNESS POST AND FENCE
 FL1596'THE MARK IS 1.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0829 ***********************************************************************
 FM0829  DESIGNATION -  K 1492
 FM0829  PID         -  FM0829
 FM0829  STATE/COUNTY-  TX/OLDHAM
 FM0829  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0829
 FM0829                         *CURRENT SURVEY CONTROL
 FM0829  ___________________________________________________________________
 FM0829* NAD 83(1986)-  35 31 41.     (N)    102 15 52.     (W)     SCALED    
 FM0829* NAVD 88     -       977.323  (meters)    3206.43   (feet)  ADJUSTED  
 FM0829  ___________________________________________________________________
 FM0829  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 FM0829  DYNAMIC HT  -         976.186 (meters)    3202.70  (feet)  COMP
 FM0829  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 FM0829
 FM0829  VERT ORDER  -  FIRST     CLASS II
 FM0829
 FM0829.The horizontal coordinates were scaled from a topographic map and have
 FM0829.an estimated accuracy of +/- 6 seconds.
 FM0829
 FM0829.The orthometric height was determined by differential leveling
 FM0829.and adjusted by the National Geodetic Survey in June 1991..
 FM0829
 FM0829.The geoid height was determined by GEOID03.
 FM0829
 FM0829.The dynamic height is computed by dividing the NAVD 88
 FM0829.geopotential number by the normal gravity value computed on the
 FM0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0829.degrees latitude (g = 980.6199 gals.).
 FM0829
 FM0829.The modeled gravity was interpolated from observed gravity values.
 FM0829
 FM0829;                    North         East    Units  Estimated Accuracy
 FM0829;SPC TX N     - 1,169,790.      130,670.      MT  (+/- 180 meters Scaled)
 FM0829
 FM0829                          SUPERSEDED SURVEY CONTROL
 FM0829
 FM0829.No superseded survey control is available for this station.
 FM0829
 FM0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV480350(NAD 83)
 FM0829_MARKER: DB = BENCH MARK DISK
 FM0829_SETTING: 66 = SET IN ROCK OUTCROP
 FM0829_SP_SET: ROCK OUTCROP
 FM0829_STAMPING: K 1492 1985
 FM0829_MARK LOGO: NGS   
 FM0829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0829+STABILITY: POSITION/ELEVATION WELL
 FM0829
 FM0829  HISTORY     - Date     Condition        Report By
 FM0829  HISTORY     - 1985     MONUMENTED       NGS
 FM0829
 FM0829                          STATION DESCRIPTION
 FM0829
 FM0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0829'56.8 KM (35.3 MI) NW FROM AMARILLO.
 FM0829'54.0 KM (33.5 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0829'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, THENCE 2.8 KM (1.75 MI)
 FM0829'NORTHERLY ALONG U.S. HIGHWAY 385, NEAR THE CENTER OF THE NORTHERN 1/4
 FM0829'OF A 5 BY 80 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK IN A HIGHWAY
 FM0829'CUT, 46.0 M (150.9 FT) NORTH OF THE NORTHWEST CORNER OF A SMALL
 FM0829'HIGHWAY BRIDGE, 23.8 M (73.1 FT) NORTH OF THE SOUTH EDGE OF THE CUT,
 FM0829'13.4 M (44.0 FT) WEST OF T CENTERLINE OF THE HIGHWAY, 6.7 M (22.0 FT)
 FM0829'SOUTH OF THE NORTH EDGE OF THE CUT, AND 0.3 M (1.0 FT) EAST OF THE
 FM0829'WEST EDGE OF THE BEDROCK.
 FM0829'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 FM0829'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0802 ***********************************************************************
 FM0802  DESIGNATION -  K 1493
 FM0802  PID         -  FM0802
 FM0802  STATE/COUNTY-  TX/POTTER
 FM0802  USGS QUAD   -  WOLF MOUNTAIN (1966)
 FM0802
 FM0802                         *CURRENT SURVEY CONTROL
 FM0802  ___________________________________________________________________
 FM0802* NAD 83(1986)-  35 15 56.     (N)    102 00 42.     (W)     SCALED    
 FM0802* NAVD 88     -      1079.655  (meters)    3542.17   (feet)  ADJUSTED  
 FM0802  ___________________________________________________________________
 FM0802  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 FM0802  DYNAMIC HT  -        1078.371 (meters)    3537.96  (feet)  COMP
 FM0802  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 FM0802
 FM0802  VERT ORDER  -  FIRST     CLASS II
 FM0802
 FM0802.The horizontal coordinates were scaled from a topographic map and have
 FM0802.an estimated accuracy of +/- 6 seconds.
 FM0802
 FM0802.The orthometric height was determined by differential leveling
 FM0802.and adjusted by the National Geodetic Survey in June 1991..
 FM0802
 FM0802.The geoid height was determined by GEOID03.
 FM0802
 FM0802.The dynamic height is computed by dividing the NAVD 88
 FM0802.geopotential number by the normal gravity value computed on the
 FM0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0802.degrees latitude (g = 980.6199 gals.).
 FM0802
 FM0802.The modeled gravity was interpolated from observed gravity values.
 FM0802
 FM0802;                    North         East    Units  Estimated Accuracy
 FM0802;SPC TX N     - 1,140,520.      153,450.      MT  (+/- 180 meters Scaled)
 FM0802
 FM0802                          SUPERSEDED SURVEY CONTROL
 FM0802
 FM0802.No superseded survey control is available for this station.
 FM0802
 FM0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV718065(NAD 83)
 FM0802_MARKER: I = METAL ROD
 FM0802_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FM0802+WITH SETTING: INFORMATION.
 FM0802_SP_SET: SHALLOW-SET METAL ROD
 FM0802_STAMPING: K 1493 1985
 FM0802_MARK LOGO: NGS   
 FM0802_PROJECTION: FLUSH
 FM0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0802_ROD/PIPE-DEPTH: 1.8  meters
 FM0802
 FM0802  HISTORY     - Date     Condition        Report By
 FM0802  HISTORY     - 1985     MONUMENTED       NGS
 FM0802
 FM0802                          STATION DESCRIPTION
 FM0802
 FM0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0802'12.7 KM (7.9 MI) NW FROM AMARILLO.
 FM0802'12.7 KM (7.9 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS JUNCTION
 FM0802'WITH U.S. HIGHWAY 66 IN AMARILLO, 3.5 KM (2.15 MI) EAST OF THE
 FM0802'INTERSECTION OF RANCH ROAD 2381, 18.7 M (61.4 FT) NORTH OF THE
 FM0802'CENTERLINE OF THE ROAD, AND 11 (36.1 FT) EAST OF THE CENTER OF A
 FM0802'CATTLE GUARD AND DIRT ROAD LEADING NORTH TO THE CIRCLE RANCH.
 FM0802'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0802'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 FM0802'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0836 ***********************************************************************
 FM0836  DESIGNATION -  K 1494
 FM0836  PID         -  FM0836
 FM0836  STATE/COUNTY-  TX/OLDHAM
 FM0836  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0836
 FM0836                         *CURRENT SURVEY CONTROL
 FM0836  ___________________________________________________________________
 FM0836* NAD 83(1986)-  35 37 08.     (N)    102 18 14.     (W)     SCALED    
 FM0836* NAVD 88     -      1081.494  (meters)    3548.20   (feet)  ADJUSTED  
 FM0836  ___________________________________________________________________
 FM0836  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 FM0836  DYNAMIC HT  -        1080.230 (meters)    3544.05  (feet)  COMP
 FM0836  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 FM0836
 FM0836  VERT ORDER  -  FIRST     CLASS II
 FM0836
 FM0836.The horizontal coordinates were scaled from a topographic map and have
 FM0836.an estimated accuracy of +/- 6 seconds.
 FM0836
 FM0836.The orthometric height was determined by differential leveling
 FM0836.and adjusted by the National Geodetic Survey in June 1991..
 FM0836
 FM0836.The geoid height was determined by GEOID03.
 FM0836
 FM0836.The dynamic height is computed by dividing the NAVD 88
 FM0836.geopotential number by the normal gravity value computed on the
 FM0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0836.degrees latitude (g = 980.6199 gals.).
 FM0836
 FM0836.The modeled gravity was interpolated from observed gravity values.
 FM0836
 FM0836;                    North         East    Units  Estimated Accuracy
 FM0836;SPC TX N     - 1,179,890.      127,180.      MT  (+/- 180 meters Scaled)
 FM0836
 FM0836                          SUPERSEDED SURVEY CONTROL
 FM0836
 FM0836.No superseded survey control is available for this station.
 FM0836
 FM0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV441450(NAD 83)
 FM0836_MARKER: I = METAL ROD
 FM0836_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0836_SP_SET: STAINLESS STEEL ROD
 FM0836_STAMPING: K 1494 1985
 FM0836_MARK LOGO: NGS   
 FM0836_PROJECTION: FLUSH
 FM0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0836_ROD/PIPE-DEPTH: 6.7  meters
 FM0836
 FM0836  HISTORY     - Date     Condition        Report By
 FM0836  HISTORY     - 1985     MONUMENTED       NGS
 FM0836
 FM0836                          STATION DESCRIPTION
 FM0836
 FM0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0836'55.3 KM (34.35 MI) SOUT FROM DALHART.
 FM0836'55.3 KM (34.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0836'WITH U.S. HIGHWAY 54 IN DALHART, 0.8 KM (0.5 MI) SOUTH OF THE OLDHAM
 FM0836'AND HARTLEY COUNTY LINE, 18.4 M (60.4 FT) SOUTHWEST OF THE CENTERLINE
 FM0836'OF THE HIGHWAY, AND 3.7 M (10.5 FT) SOUTHEAST OF THE CENTER OF A PIPE
 FM0836'GATE AND FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FM0836'5-INCH LOGO CAP.
 FM0836'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 FM0836'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0992 ***********************************************************************
 DN0992  DESIGNATION -  K 1495
 DN0992  PID         -  DN0992
 DN0992  STATE/COUNTY-  TX/GRAYSON
 DN0992  USGS QUAD   -  WHITEWRIGHT (1984)
 DN0992
 DN0992                         *CURRENT SURVEY CONTROL
 DN0992  ___________________________________________________________________
 DN0992* NAD 83(1986)-  33 30 15.     (N)    096 24 04.     (W)     SCALED    
 DN0992* NAVD 88     -       237.481  (meters)     779.14   (feet)  ADJUSTED  
 DN0992  ___________________________________________________________________
 DN0992  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DN0992  DYNAMIC HT  -         237.225 (meters)     778.30  (feet)  COMP
 DN0992  MODELED GRAV-     979,553.8   (mgal)                       NAVD 88
 DN0992
 DN0992  VERT ORDER  -  FIRST     CLASS II
 DN0992
 DN0992.The horizontal coordinates were scaled from a topographic map and have
 DN0992.an estimated accuracy of +/- 6 seconds.
 DN0992
 DN0992.The orthometric height was determined by differential leveling
 DN0992.and adjusted by the National Geodetic Survey in June 1991..
 DN0992
 DN0992.The geoid height was determined by GEOID03.
 DN0992
 DN0992.The dynamic height is computed by dividing the NAVD 88
 DN0992.geopotential number by the normal gravity value computed on the
 DN0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0992.degrees latitude (g = 980.6199 gals.).
 DN0992
 DN0992.The modeled gravity was interpolated from observed gravity values.
 DN0992
 DN0992;                    North         East    Units  Estimated Accuracy
 DN0992;SPC TXNC     - 2,205,710.      794,990.      MT  (+/- 180 meters Scaled)
 DN0992
 DN0992                          SUPERSEDED SURVEY CONTROL
 DN0992
 DN0992.No superseded survey control is available for this station.
 DN0992
 DN0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC414102(NAD 83)
 DN0992_MARKER: I = METAL ROD
 DN0992_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN0992_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN0992_STAMPING: K 1495 1986
 DN0992_MARK LOGO: NGS   
 DN0992_PROJECTION: RECESSED 2 CENTIMETERS
 DN0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0992+STABILITY: POSITION/ELEVATION WELL
 DN0992_ROD/PIPE-DEPTH: 12.5 meters
 DN0992_SLEEVE-DEPTH  : 11.3 meters
 DN0992
 DN0992  HISTORY     - Date     Condition        Report By
 DN0992  HISTORY     - 1986     MONUMENTED       NGS
 DN0992  HISTORY     - 20060520 GOOD             USPSQD
 DN0992
 DN0992                          STATION DESCRIPTION
 DN0992
 DN0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0992'IN WHITEWRIGHT.
 DN0992'IN WHITEWRIGHT, AT THE INTERSECTION OF U.S. HIGHWAY 69, STATE HIGHWAYS
 DN0992'11, AND 160, 34.6 M (113.5 FT) SOUTH-SOUTHWEST OF THE CENTER OF STATE
 DN0992'HIGHWAY 11, 34.3 M (112.5 FT) WEST OF THE CENTER OF STATE HIGHWAY 160,
 DN0992'18.8 M (61.7 FT) SOUTHWEST OF THE CENTER OF A PAVED ACCESS ROAD FROM
 DN0992'THE EAST BOUND LANES OF STATE HIGHWAY 11 TO THE SOUTH BOUND LANE OF
 DN0992'STATE HIGHWAY 160, 18.2 M (59.7 FT) NORTHWEST OF A UTILITY POLE, AND
 DN0992'17.8 (58.4 FT) SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 DN0992'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0992'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 DN0992'THE MARK IS 0.4 M BELOW U.S. HIGHWAY 69.
 DN0992
 DN0992                          STATION RECOVERY (2006)
 DN0992
 DN0992'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBM)
 DN0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2548 ***********************************************************************
 CS2548  DESIGNATION -  K 1496
 CS2548  PID         -  CS2548
 CS2548  STATE/COUNTY-  TX/DALLAS
 CS2548  USGS QUAD   -  DUNCANVILLE (1981)
 CS2548
 CS2548                         *CURRENT SURVEY CONTROL
 CS2548  ___________________________________________________________________
 CS2548* NAD 83(1986)-  32 44 59.     (N)    096 56 31.     (W)     SCALED    
 CS2548* NAVD 88     -       130.790  (meters)     429.10   (feet)  ADJUSTED  
 CS2548  ___________________________________________________________________
 CS2548  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CS2548  DYNAMIC HT  -         130.639 (meters)     428.60  (feet)  COMP
 CS2548  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 CS2548
 CS2548  VERT ORDER  -  FIRST     CLASS II
 CS2548
 CS2548.The horizontal coordinates were scaled from a topographic map and have
 CS2548.an estimated accuracy of +/- 6 seconds.
 CS2548
 CS2548.The orthometric height was determined by differential leveling
 CS2548.and adjusted by the National Geodetic Survey in June 1991..
 CS2548
 CS2548.The geoid height was determined by GEOID03.
 CS2548
 CS2548.The dynamic height is computed by dividing the NAVD 88
 CS2548.geopotential number by the normal gravity value computed on the
 CS2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2548.degrees latitude (g = 980.6199 gals.).
 CS2548
 CS2548.The modeled gravity was interpolated from observed gravity values.
 CS2548
 CS2548;                    North         East    Units  Estimated Accuracy
 CS2548;SPC TXNC     - 2,121,180.      745,990.      MT  (+/- 180 meters Scaled)
 CS2548
 CS2548                          SUPERSEDED SURVEY CONTROL
 CS2548
 CS2548.No superseded survey control is available for this station.
 CS2548
 CS2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB928254(NAD 83)
 CS2548_MARKER: I = METAL ROD
 CS2548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2548_SP_SET: STAINLESS STEEL ROD
 CS2548_STAMPING: K 1496 1986
 CS2548_MARK LOGO: NGS   
 CS2548_PROJECTION: FLUSH
 CS2548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2548+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 CS2548_ROD/PIPE-DEPTH: 7.1  meters
 CS2548
 CS2548  HISTORY     - Date     Condition        Report By
 CS2548  HISTORY     - 1986     MONUMENTED       NGS
 CS2548  HISTORY     - 20030217 MARK NOT FOUND   GEOCAC
 CS2548  HISTORY     - 20030414 GOOD             TX1730
 CS2548  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 CS2548
 CS2548                          STATION DESCRIPTION
 CS2548
 CS2548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2548'7.2 KM (4.5 MI) EAST FROM GRAND PRAIRIE.
 CS2548'7.2 KM (4.45 MI) EASTERLY ALONG MAIN STREET (U.S. HIGHWAY 80) FROM ITS
 CS2548'JUNCTION WITH CARRIER PARKWAY IN GRAND PRAIRIE,  45.7 M (149.9 FT)
 CS2548'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 19.0 M
 CS2548'(62.3 FT) NORTH OF THE CENTER OF A FRONTAGE ROAD, 13.4 M (44.0 FT)
 CS2548'EAST OF THE CENTER OF A DRIVEWAY AND GATE, AND 0.7 M (2.3 FT) WEST OF
 CS2548'A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 CS2548'LOGO CAP.
 CS2548'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CS2548'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 CS2548
 CS2548                          STATION RECOVERY (2003)
 CS2548
 CS2548'RECOVERY NOTE BY GEOCACHING 2003 (RLW)
 CS2548'AREA WAS UNDERWATER.
 CS2548
 CS2548                          STATION RECOVERY (2003)
 CS2548
 CS2548'RECOVERY NOTE BY CITY OF DALLAS TEXAS 2003 (KB)
 CS2548'MARK AT 4226 E MAIN
 CS2548
 CS2548                          STATION RECOVERY (2003)
 CS2548
 CS2548'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS2548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1001 ***********************************************************************
 DN1001  DESIGNATION -  K 1497
 DN1001  PID         -  DN1001
 DN1001  STATE/COUNTY-  TX/FANNIN
 DN1001  USGS QUAD   -  LEONARD (1964)
 DN1001
 DN1001                         *CURRENT SURVEY CONTROL
 DN1001  ___________________________________________________________________
 DN1001* NAD 83(1986)-  33 23 15.     (N)    096 14 21.     (W)     SCALED    
 DN1001* NAVD 88     -       219.935  (meters)     721.57   (feet)  ADJUSTED  
 DN1001  ___________________________________________________________________
 DN1001  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DN1001  DYNAMIC HT  -         219.700 (meters)     720.80  (feet)  COMP
 DN1001  MODELED GRAV-     979,560.7   (mgal)                       NAVD 88
 DN1001
 DN1001  VERT ORDER  -  FIRST     CLASS II
 DN1001
 DN1001.The horizontal coordinates were scaled from a topographic map and have
 DN1001.an estimated accuracy of +/- 6 seconds.
 DN1001
 DN1001.The orthometric height was determined by differential leveling
 DN1001.and adjusted by the National Geodetic Survey in June 1991..
 DN1001
 DN1001.The geoid height was determined by GEOID03.
 DN1001
 DN1001.The dynamic height is computed by dividing the NAVD 88
 DN1001.geopotential number by the normal gravity value computed on the
 DN1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1001.degrees latitude (g = 980.6199 gals.).
 DN1001
 DN1001.The modeled gravity was interpolated from observed gravity values.
 DN1001
 DN1001;                    North         East    Units  Estimated Accuracy
 DN1001;SPC TXNC     - 2,193,090.      810,310.      MT  (+/- 180 meters Scaled)
 DN1001
 DN1001                          SUPERSEDED SURVEY CONTROL
 DN1001
 DN1001.No superseded survey control is available for this station.
 DN1001
 DN1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB568976(NAD 83)
 DN1001_MARKER: I = METAL ROD
 DN1001_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN1001+WITH SETTING: INFORMATION.
 DN1001_SP_SET: SHALLOW-SET METAL ROD
 DN1001_STAMPING: K 1497 1986
 DN1001_MARK LOGO: NGS   
 DN1001_PROJECTION: FLUSH
 DN1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1001+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DN1001_ROD/PIPE-DEPTH: 1.5  meters
 DN1001
 DN1001  HISTORY     - Date     Condition        Report By
 DN1001  HISTORY     - 1986     MONUMENTED       NGS
 DN1001  HISTORY     - 19940404 GOOD             USPSQD
 DN1001  HISTORY     - 20021015 GOOD             INDIV
 DN1001
 DN1001                          STATION DESCRIPTION
 DN1001
 DN1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1001'IN LEONARD.
 DN1001'IN LEONARD, AT THE JUNCTION OF U.S. HIGHWAY 69 AND MULBURY STREET,
 DN1001'32.3 M (106.0 FT) NORTH OF THE CENTERLINE OF THE STREET, 25.0 M (82.0
 DN1001'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 19.4 M (63.6 FT) SOUTHWEST
 DN1001'OF THE SOUTH END OF A BOX CULVERT, AND 1.3 M (4.3 FT) EAST OF A
 DN1001'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 DN1001'LOGO CAP.
 DN1001'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DN1001
 DN1001                          STATION RECOVERY (1994)
 DN1001
 DN1001'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1001'RECOVERED IN GOOD CONDITION.
 DN1001
 DN1001                          STATION RECOVERY (2002)
 DN1001
 DN1001'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1001'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1986 NGS SURVEY.
 DN1001'AVERAGED GPS LOCATION AND CORRECTED COORDINATES ARE ( N 33 23.258 /
 DN1001'W096 14.336 )
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2508 ***********************************************************************
 CS2508  DESIGNATION -  K 1498
 CS2508  PID         -  CS2508
 CS2508  STATE/COUNTY-  TX/ROCKWALL
 CS2508  USGS QUAD   -  ROCKWALL (1973)
 CS2508
 CS2508                         *CURRENT SURVEY CONTROL
 CS2508  ___________________________________________________________________
 CS2508* NAD 83(1986)-  32 56 09.     (N)    096 25 05.     (W)     SCALED    
 CS2508* NAVD 88     -       184.638  (meters)     605.77   (feet)  ADJUSTED  
 CS2508  ___________________________________________________________________
 CS2508  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS2508  DYNAMIC HT  -         184.437 (meters)     605.11  (feet)  COMP
 CS2508  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 CS2508
 CS2508  VERT ORDER  -  FIRST     CLASS II
 CS2508
 CS2508.The horizontal coordinates were scaled from a topographic map and have
 CS2508.an estimated accuracy of +/- 6 seconds.
 CS2508
 CS2508.The orthometric height was determined by differential leveling
 CS2508.and adjusted by the National Geodetic Survey in June 1991..
 CS2508
 CS2508.The geoid height was determined by GEOID03.
 CS2508
 CS2508.The dynamic height is computed by dividing the NAVD 88
 CS2508.geopotential number by the normal gravity value computed on the
 CS2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2508.degrees latitude (g = 980.6199 gals.).
 CS2508
 CS2508.The modeled gravity was interpolated from observed gravity values.
 CS2508
 CS2508;                    North         East    Units  Estimated Accuracy
 CS2508;SPC TXNC     - 2,142,670.      794,670.      MT  (+/- 180 meters Scaled)
 CS2508
 CS2508                          SUPERSEDED SURVEY CONTROL
 CS2508
 CS2508.No superseded survey control is available for this station.
 CS2508
 CS2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB414471(NAD 83)
 CS2508_MARKER: I = METAL ROD
 CS2508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2508_SP_SET: STAINLESS STEEL ROD
 CS2508_STAMPING: K 1498 1986
 CS2508_MARK LOGO: NGS   
 CS2508_PROJECTION: FLUSH
 CS2508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2508_ROD/PIPE-DEPTH: 4.3  meters
 CS2508
 CS2508  HISTORY     - Date     Condition        Report By
 CS2508  HISTORY     - 1986     MONUMENTED       NGS
 CS2508  HISTORY     - 20021220 POOR             GEOCAC
 CS2508
 CS2508                          STATION DESCRIPTION
 CS2508
 CS2508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2508'4.3 KM (2.7 MI) NE FROM ROCKWALL.
 CS2508'4.3 KM (2.65 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS
 CS2508'JUNCTION WITH STATE HIGHWAY 205 IN ROCKWALL, 17.5 M (57.4 FT) WEST OF
 CS2508'THE CENTERLINE OF FARM ROAD 549, 9.0 M (29.5 FT) SOUTH OF THE CENTER
 CS2508'OF THE HIGHWAY, AND 1.7 M (5.6 FT) WEST OF THE WEST FACE OF THE
 CS2508'CONCRETE FOUNDATION OF A HIGHLINE TOWER.  NOTE--ACCESS TO DATUM POINT
 CS2508'IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2508'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 CS2508'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CS2508
 CS2508                          STATION RECOVERY (2002)
 CS2508
 CS2508'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 CS2508'THE COVER HINGE ON ONE SIDE OF THE COVER FOR THE MARK IS BROKEN.
 CS2508'OTHERWISE THE MARK CONTAINER, AND THE ROD ARE IN GOOD SHAPE.  --  RLW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2512 ***********************************************************************
 CS2512  DESIGNATION -  K 1499
 CS2512  PID         -  CS2512
 CS2512  STATE/COUNTY-  TX/ROCKWALL
 CS2512  USGS QUAD   -  ROCKWALL (1973)
 CS2512
 CS2512                         *CURRENT SURVEY CONTROL
 CS2512  ___________________________________________________________________
 CS2512* NAD 83(1986)-  32 56 10.     (N)    096 25 47.     (W)     SCALED    
 CS2512* NAVD 88     -       175.335  (meters)     575.24   (feet)  ADJUSTED  
 CS2512  ___________________________________________________________________
 CS2512  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CS2512  DYNAMIC HT  -         175.145 (meters)     574.62  (feet)  COMP
 CS2512  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 CS2512
 CS2512  VERT ORDER  -  FIRST     CLASS II
 CS2512
 CS2512.The horizontal coordinates were scaled from a topographic map and have
 CS2512.an estimated accuracy of +/- 6 seconds.
 CS2512
 CS2512.The orthometric height was determined by differential leveling
 CS2512.and adjusted by the National Geodetic Survey in June 1991..
 CS2512
 CS2512.The geoid height was determined by GEOID03.
 CS2512
 CS2512.The dynamic height is computed by dividing the NAVD 88
 CS2512.geopotential number by the normal gravity value computed on the
 CS2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2512.degrees latitude (g = 980.6199 gals.).
 CS2512
 CS2512.The modeled gravity was interpolated from observed gravity values.
 CS2512
 CS2512;                    North         East    Units  Estimated Accuracy
 CS2512;SPC TXNC     - 2,142,680.      793,580.      MT  (+/- 180 meters Scaled)
 CS2512
 CS2512                          SUPERSEDED SURVEY CONTROL
 CS2512
 CS2512.No superseded survey control is available for this station.
 CS2512
 CS2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB403471(NAD 83)
 CS2512_MARKER: I = METAL ROD
 CS2512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2512_SP_SET: STAINLESS STEEL ROD
 CS2512_STAMPING: K 1499 1986
 CS2512_MARK LOGO: NGS   
 CS2512_PROJECTION: FLUSH
 CS2512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2512_ROD/PIPE-DEPTH: 3.7  meters
 CS2512
 CS2512  HISTORY     - Date     Condition        Report By
 CS2512  HISTORY     - 1986     MONUMENTED       NGS
 CS2512  HISTORY     - 20030914 GOOD             GEOCAC
 CS2512
 CS2512                          STATION DESCRIPTION
 CS2512
 CS2512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2512'3.2 KM (2.0 MI) NE FROM ROCKWALL.
 CS2512'3.2 KM (2.0 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION
 CS2512'WITH STATE HIGHWAY 205 IN ROCKWALL, 10.9 M (35.8 FT) NORTH OF THE
 CS2512'CENTERLINE OF THE HIGHWAY. 8.3 M (27.2 FT) WEST OF THE CENTER OF A
 CS2512'GRAVELED ROAD LEADING NORTH TO A HOUSE, 3.2 M (10.5 FT) WEST OF A
 CS2512'FENCE CORNER, 2.4 M (7.9 FT) WEST-NORTHWEST OF METAL UTILITY POLE, AND
 CS2512'0.6 M (2.0 FT) EAST OF A T-FENCE CORNER.  NOTE--ACCESS TO DATUM POINT
 CS2512'IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2512'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CS2512'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CS2512
 CS2512                          STATION RECOVERY (2003)
 CS2512
 CS2512'RECOVERY NOTE BY GEOCACHING 2003 (GOE)
 CS2512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0209 ***********************************************************************
 CC0209  DESIGNATION -  K 15
 CC0209  PID         -  CC0209
 CC0209  STATE/COUNTY-  TX/ECTOR
 CC0209  USGS QUAD   -  METZ (1981)
 CC0209
 CC0209                         *CURRENT SURVEY CONTROL
 CC0209  ___________________________________________________________________
 CC0209* NAD 83(1986)-  31 42 01.     (N)    102 39 45.     (W)     SCALED    
 CC0209* NAVD 88     -       872.857  (meters)    2863.70   (feet)  POSTED    
 CC0209  ___________________________________________________________________
 CC0209  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CC0209  DYNAMIC HT  -         871.640 (meters)    2859.71  (feet)  COMP
 CC0209  MODELED GRAV-     979,216.2   (mgal)                       NAVD 88
 CC0209
 CC0209  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0209
 CC0209.The horizontal coordinates were scaled from a topographic map and have
 CC0209.an estimated accuracy of +/- 6 seconds.
 CC0209
 CC0209.The orthometric height was determined by differential leveling
 CC0209.and adjusted by the National Geodetic Survey in 1992..
 CC0209.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0209.rate of 1.1 thru 2.0 mm/km.
 CC0209
 CC0209.The geoid height was determined by GEOID03.
 CC0209
 CC0209.The dynamic height is computed by dividing the NAVD 88
 CC0209.geopotential number by the normal gravity value computed on the
 CC0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0209.degrees latitude (g = 980.6199 gals.).
 CC0209
 CC0209.The modeled gravity was interpolated from observed gravity values.
 CC0209
 CC0209;                    North         East    Units  Estimated Accuracy
 CC0209;SPC TX C     - 3,227,750.      479,220.      MT  (+/- 180 meters Scaled)
 CC0209
 CC0209                          SUPERSEDED SURVEY CONTROL
 CC0209
 CC0209.No superseded survey control is available for this station.
 CC0209
 CC0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR215095(NAD 83)
 CC0209_MARKER: Q = CHISELED SQUARE
 CC0209_SETTING: 66 = SET IN ROCK OUTCROP
 CC0209_SP_SET: SECTION RAIL
 CC0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0209+STABILITY: POSITION/ELEVATION WELL
 CC0209
 CC0209  HISTORY     - Date     Condition        Report By
 CC0209  HISTORY     - UNK      MONUMENTED       CGS
 CC0209  HISTORY     - 1956     MARK NOT FOUND   NGS
 CC0209
 CC0209                          STATION DESCRIPTION
 CC0209
 CC0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0209'IN METZ.
 CC0209'AT METZ, ECTOR COUNTY, ON THE TEXAS AND PACIFIC RAILWAY, 22 YARDS
 CC0209'NORTH OF THE CENTER LINE OF THE TRACK, IN LINE WITH THE WEST SIDE OF A
 CC0209'HOUSE FORMERLY OCCUPIED BY THE SECTIONFOREMAN, AND 1 YARD SOUTH OF THE
 CC0209'RIGHT-OF-WAY FENCE.  THE CENTER OF A SQUARE, CUT IN THE TOP OF A 5 1/2
 CC0209'FOOT SECTION OF RAIL PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- IT HAS
 CC0209'PROBABLY BEEN COVERED WITH DRIFTING SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0667 ***********************************************************************
 BZ0667  DESIGNATION -  K 150
 BZ0667  PID         -  BZ0667
 BZ0667  STATE/COUNTY-  TX/NAVARRO
 BZ0667  USGS QUAD   -  PURDON (1978)
 BZ0667
 BZ0667                         *CURRENT SURVEY CONTROL
 BZ0667  ___________________________________________________________________
 BZ0667* NAD 83(1986)-  31 59 32.     (N)    096 32 53.     (W)     SCALED    
 BZ0667* NAVD 88     -       108.235  (meters)     355.10   (feet)  ADJUSTED  
 BZ0667  ___________________________________________________________________
 BZ0667  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 BZ0667  DYNAMIC HT  -         108.108 (meters)     354.68  (feet)  COMP
 BZ0667  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 BZ0667
 BZ0667  VERT ORDER  -  SECOND    CLASS 0
 BZ0667
 BZ0667.The horizontal coordinates were scaled from a topographic map and have
 BZ0667.an estimated accuracy of +/- 6 seconds.
 BZ0667
 BZ0667.The orthometric height was determined by differential leveling
 BZ0667.and adjusted by the National Geodetic Survey in June 1991..
 BZ0667.WARNING-Repeat measurements at this control monument indicate possible
 BZ0667.vertical movement.
 BZ0667
 BZ0667.The geoid height was determined by GEOID03.
 BZ0667
 BZ0667.The dynamic height is computed by dividing the NAVD 88
 BZ0667.geopotential number by the normal gravity value computed on the
 BZ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0667.degrees latitude (g = 980.6199 gals.).
 BZ0667
 BZ0667.The modeled gravity was interpolated from observed gravity values.
 BZ0667
 BZ0667;                    North         East    Units  Estimated Accuracy
 BZ0667;SPC TXNC     - 2,037,820.      784,460.      MT  (+/- 180 meters Scaled)
 BZ0667
 BZ0667                          SUPERSEDED SURVEY CONTROL
 BZ0667
 BZ0667  NGVD 29 (??/??/92)  108.224  (m)          355.06   (f) ADJ UNCH    2 0
 BZ0667
 BZ0667.Superseded values are not recommended for survey control.
 BZ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0667.See file dsdata.txt to determine how the superseded data were derived.
 BZ0667
 BZ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA316422(NAD 83)
 BZ0667_MARKER: DB = BENCH MARK DISK
 BZ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0667_STAMPING: K 150 1933
 BZ0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0667+STABILITY: SURFACE MOTION
 BZ0667
 BZ0667  HISTORY     - Date     Condition        Report By
 BZ0667  HISTORY     - 1933     MONUMENTED       CGS
 BZ0667  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0667  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0667
 BZ0667                          STATION DESCRIPTION
 BZ0667
 BZ0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0667'4.9 MI NE FROM PURDON.
 BZ0667'4.9 MILES NORTHEAST OF, ALONG ST.L.S.W.RY. 1.3 MILES SOUTHWEST OF
 BZ0667'CORBET SIDING, CONCRETE POST, 1.9 MILES NORTHEAST OF JESTER SIDING, 60
 BZ0667'FEET NORTH OF MILEPOST 630, 50 FEET NORTH OF CENTER OF RAILROAD
 BZ0667'TRESTLE NO. 645, ON NORTH BANK OF DEEP GULCH, NEAR END OF CORBET
 BZ0667'LATERAL PAVEMENT.  TABLET ON TOP OF CONCRETE POST.
 BZ0667
 BZ0667                          STATION RECOVERY (1965)
 BZ0667
 BZ0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0667'MARK NOT FOUND.
 BZ0667
 BZ0667                          STATION RECOVERY (2002)
 BZ0667
 BZ0667'RECOVERY NOTE BY US POWER SQUADRON 2002 (KC)
 BZ0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5513 ***********************************************************************
 AW5513  DESIGNATION -  K 1500
 AW5513  PID         -  AW5513
 AW5513  STATE/COUNTY-  TX/HARRIS
 AW5513  USGS QUAD   -  SATSUMA (1982)
 AW5513
 AW5513                         *CURRENT SURVEY CONTROL
 AW5513  ___________________________________________________________________
 AW5513* NAD 83(1986)-  29 56 55.     (N)    095 33 41.     (W)     SCALED    
 AW5513* NAVD 88     -        37.676  (meters)     123.61   (feet)  ADJUSTED  
 AW5513  ___________________________________________________________________
 AW5513  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW5513  DYNAMIC HT  -          37.625 (meters)     123.44  (feet)  COMP
 AW5513  MODELED GRAV-     979,291.2   (mgal)                       NAVD 88
 AW5513
 AW5513  VERT ORDER  -  FIRST     CLASS II
 AW5513
 AW5513.The horizontal coordinates were scaled from a topographic map and have
 AW5513.an estimated accuracy of +/- 6 seconds.
 AW5513
 AW5513.The orthometric height was determined by differential leveling
 AW5513.and adjusted by the National Geodetic Survey in June 1991..
 AW5513
 AW5513.The geoid height was determined by GEOID03.
 AW5513
 AW5513.The dynamic height is computed by dividing the NAVD 88
 AW5513.geopotential number by the normal gravity value computed on the
 AW5513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5513.degrees latitude (g = 980.6199 gals.).
 AW5513
 AW5513.The modeled gravity was interpolated from observed gravity values.
 AW5513
 AW5513;                    North         East    Units  Estimated Accuracy
 AW5513;SPC TXSC     - 4,239,310.      931,880.      MT  (+/- 180 meters Scaled)
 AW5513
 AW5513                          SUPERSEDED SURVEY CONTROL
 AW5513
 AW5513  NGVD 29 (12/23/87)   37.670  (m)          123.59   (f) ADJUSTED    1 2
 AW5513
 AW5513.Superseded values are not recommended for survey control.
 AW5513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5513.See file dsdata.txt to determine how the superseded data were derived.
 AW5513
 AW5513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP527158(NAD 83)
 AW5513_MARKER: I = METAL ROD
 AW5513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5513_SP_SET: STAINLESS STEEL ROD
 AW5513_STAMPING: K 1500 1986
 AW5513_MARK LOGO: NGS   
 AW5513_PROJECTION: RECESSED 2 CENTIMETERS
 AW5513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5513_ROD/PIPE-DEPTH: 7.3  meters
 AW5513
 AW5513  HISTORY     - Date     Condition        Report By
 AW5513  HISTORY     - 1986     MONUMENTED       NGS
 AW5513  HISTORY     - 19940326 GOOD             USPSQD
 AW5513
 AW5513                          STATION DESCRIPTION
 AW5513
 AW5513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5513'16.6 KM (10.3 MI) SE FROM CYPRESS.
 AW5513'10.2 KM (6.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS
 AW5513'JUNCTION WITH SPRING-CYPRESS ROAD IN CYPRESS, THENCE 6.4 KM (4.0 MI)
 AW5513'NORTHEASTERLY ALONG FARM ROAD 1960, 74.7 M (245.1 FT) NORTHEAST OF THE
 AW5513'CENTER OF MEADOW-VISTA BOULEVARD, 21.9 M (71.9 FT) NORTHEAST OF THE
 AW5513'CENTER OF A DRIVEWAY LEADING EAST TO BATEMANS AUTO REPAIR SHOP, 11.0 M
 AW5513'(36.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF
 AW5513'THE ROAD, 10.5 M (34.4 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY,
 AW5513'4.1 M (13.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A PIPE
 AW5513'CULVERT, AND 0.8 M (2.6 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO
 AW5513'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5513'THE MARK IS 0.3 M BELOW THE ROAD.
 AW5513
 AW5513                          STATION RECOVERY (1994)
 AW5513
 AW5513'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0980 ***********************************************************************
 DN0980  DESIGNATION -  K 1501
 DN0980  PID         -  DN0980
 DN0980  STATE/COUNTY-  TX/GRAYSON
 DN0980  USGS QUAD   -  AMBROSE (1984)
 DN0980
 DN0980                         *CURRENT SURVEY CONTROL
 DN0980  ___________________________________________________________________
 DN0980* NAD 83(1986)-  33 42 25.     (N)    096 29 36.     (W)     SCALED    
 DN0980* NAVD 88     -       191.679  (meters)     628.87   (feet)  ADJUSTED  
 DN0980  ___________________________________________________________________
 DN0980  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 DN0980  DYNAMIC HT  -         191.475 (meters)     628.20  (feet)  COMP
 DN0980  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DN0980
 DN0980  VERT ORDER  -  FIRST     CLASS II
 DN0980
 DN0980.The horizontal coordinates were scaled from a topographic map and have
 DN0980.an estimated accuracy of +/- 6 seconds.
 DN0980
 DN0980.The orthometric height was determined by differential leveling
 DN0980.and adjusted by the National Geodetic Survey in June 1991..
 DN0980
 DN0980.The geoid height was determined by GEOID03.
 DN0980
 DN0980.The dynamic height is computed by dividing the NAVD 88
 DN0980.geopotential number by the normal gravity value computed on the
 DN0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0980.degrees latitude (g = 980.6199 gals.).
 DN0980
 DN0980.The modeled gravity was interpolated from observed gravity values.
 DN0980
 DN0980;                    North         East    Units  Estimated Accuracy
 DN0980;SPC TXNC     - 2,228,030.      786,000.      MT  (+/- 180 meters Scaled)
 DN0980
 DN0980                          SUPERSEDED SURVEY CONTROL
 DN0980
 DN0980.No superseded survey control is available for this station.
 DN0980
 DN0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC323324(NAD 83)
 DN0980_MARKER: I = METAL ROD
 DN0980_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0980_SP_SET: STAINLESS STEEL ROD
 DN0980_STAMPING: K 1501 1986
 DN0980_MARK LOGO: NGS   
 DN0980_PROJECTION: FLUSH
 DN0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0980_ROD/PIPE-DEPTH: 4.0  meters
 DN0980
 DN0980  HISTORY     - Date     Condition        Report By
 DN0980  HISTORY     - 1986     MONUMENTED       NGS
 DN0980  HISTORY     - 20060520 GOOD             USPSQD
 DN0980
 DN0980                          STATION DESCRIPTION
 DN0980
 DN0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0980'7.8 KM (4.85 MI) SE FROM DENISON.
 DN0980'7.8 KM (4.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION
 DN0980'WITH FARM ROAD 120 IN DENISON, 15.2 M (49.9 FT) EAST OF THE CENTERLINE
 DN0980'OF THE HIGHWAY, 14.8 M (48.6 FT) SOUTHWEST OF THE NORTH END OF A PIPE
 DN0980'CULVERT, AND 1.0 M (3.3 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.
 DN0980'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0980'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 DN0980'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DN0980
 DN0980                          STATION RECOVERY (2006)
 DN0980
 DN0980'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBM)
 DN0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1040 ***********************************************************************
 DN1040  DESIGNATION -  K 1502
 DN1040  PID         -  DN1040
 DN1040  STATE/COUNTY-  TX/MONTAGUE
 DN1040  USGS QUAD   -  RINGGOLD (1968)
 DN1040
 DN1040                         *CURRENT SURVEY CONTROL
 DN1040  ___________________________________________________________________
 DN1040* NAD 83(1986)-  33 51 58.     (N)    097 56 46.     (W)     SCALED    
 DN1040* NAVD 88     -       250.152  (meters)     820.71   (feet)  ADJUSTED  
 DN1040  ___________________________________________________________________
 DN1040  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DN1040  DYNAMIC HT  -         249.880 (meters)     819.81  (feet)  COMP
 DN1040  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 DN1040
 DN1040  VERT ORDER  -  FIRST     CLASS II
 DN1040
 DN1040.The horizontal coordinates were scaled from a topographic map and have
 DN1040.an estimated accuracy of +/- 6 seconds.
 DN1040
 DN1040.The orthometric height was determined by differential leveling
 DN1040.and adjusted by the National Geodetic Survey in June 1991..
 DN1040
 DN1040.The geoid height was determined by GEOID03.
 DN1040
 DN1040.The dynamic height is computed by dividing the NAVD 88
 DN1040.geopotential number by the normal gravity value computed on the
 DN1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1040.degrees latitude (g = 980.6199 gals.).
 DN1040
 DN1040.The modeled gravity was interpolated from observed gravity values.
 DN1040
 DN1040;                    North         East    Units  Estimated Accuracy
 DN1040;SPC TXNC     - 2,244,040.      651,250.      MT  (+/- 180 meters Scaled)
 DN1040
 DN1040                          SUPERSEDED SURVEY CONTROL
 DN1040
 DN1040.No superseded survey control is available for this station.
 DN1040
 DN1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC974478(NAD 83)
 DN1040_MARKER: DB = BENCH MARK DISK
 DN1040_SETTING: 66 = SET IN ROCK OUTCROP
 DN1040_SP_SET: ROCK OUTCROP
 DN1040_STAMPING: K 1502 1986
 DN1040_MARK LOGO: NGS   
 DN1040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1040+STABILITY: POSITION/ELEVATION WELL
 DN1040
 DN1040  HISTORY     - Date     Condition        Report By
 DN1040  HISTORY     - 1986     MONUMENTED       NGS
 DN1040  HISTORY     - 19980214 GOOD             USPSQD
 DN1040
 DN1040                          STATION DESCRIPTION
 DN1040
 DN1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1040'35.6 KM (22.1 MI) NORTH FROM BOWIE.
 DN1040'34.6 KM (21.5 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION
 DN1040'WITH U.S. HIGHWAY 287 IN BOWIE, THENCE 0.3 KM (0.2 MI) WEST ALONG A
 DN1040'GRAVELED ROAD, THENCE 0.7 KM (0.45 MI) NORTH ALONG THE OKLAHOMA KANSAS
 DN1040'TEXAS RAILROAD, 43.3 M (142.1 FT) WEST OF THE NEAR RAIL, 10.2 M
 DN1040'(142.1 FT) WEST OF THE NEAR RAIL, 10.2 M (33.5 FT) NORTHWEST OF A
 DN1040'UTILITY POLE, AND 7.0 M (23.0 FT) WEST OF A FENCE.
 DN1040'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DN1040
 DN1040                          STATION RECOVERY (1998)
 DN1040
 DN1040'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5595 ***********************************************************************
 AW5595  DESIGNATION -  K 1503
 AW5595  PID         -  AW5595
 AW5595  STATE/COUNTY-  TX/HARRIS
 AW5595  USGS QUAD   -  FRIENDSWOOD (1995)
 AW5595
 AW5595                         *CURRENT SURVEY CONTROL
 AW5595  ___________________________________________________________________
 AW5595* NAD 83(1986)-  29 30 08.     (N)    095 11 54.     (W)     SCALED    
 AW5595* NAVD 88     -         8.514  (meters)      27.93   (feet)  ADJUSTED  
 AW5595  ___________________________________________________________________
 AW5595  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AW5595  DYNAMIC HT  -           8.502 (meters)      27.89  (feet)  COMP
 AW5595  MODELED GRAV-     979,269.0   (mgal)                       NAVD 88
 AW5595
 AW5595  VERT ORDER  -  FIRST     CLASS II
 AW5595
 AW5595.The horizontal coordinates were scaled from a topographic map and have
 AW5595.an estimated accuracy of +/- 6 seconds.
 AW5595
 AW5595.The orthometric height was determined by differential leveling
 AW5595.and adjusted by the National Geodetic Survey in June 1991..
 AW5595
 AW5595.The geoid height was determined by GEOID03.
 AW5595
 AW5595.The dynamic height is computed by dividing the NAVD 88
 AW5595.geopotential number by the normal gravity value computed on the
 AW5595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5595.degrees latitude (g = 980.6199 gals.).
 AW5595
 AW5595.The modeled gravity was interpolated from observed gravity values.
 AW5595
 AW5595;                    North         East    Units  Estimated Accuracy
 AW5595;SPC TXSC     - 4,190,950.      968,510.      MT  (+/- 180 meters Scaled)
 AW5595
 AW5595                          SUPERSEDED SURVEY CONTROL
 AW5595
 AW5595  NGVD 29 (12/23/87)    8.510  (m)           27.92   (f) ADJUSTED    1 2
 AW5595
 AW5595.Superseded values are not recommended for survey control.
 AW5595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5595.See file dsdata.txt to determine how the superseded data were derived.
 AW5595
 AW5595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN868656(NAD 83)
 AW5595_MARKER: I = METAL ROD
 AW5595_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5595_SP_SET: STAINLESS STEEL ROD
 AW5595_STAMPING: K 1503 1987
 AW5595_MARK LOGO: NGS   
 AW5595_PROJECTION: FLUSH
 AW5595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5595_ROD/PIPE-DEPTH: 9.7  meters
 AW5595
 AW5595  HISTORY     - Date     Condition        Report By
 AW5595  HISTORY     - 1987     MONUMENTED       NGS
 AW5595  HISTORY     - 19970823 POOR             USPSQD
 AW5595  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 AW5595
 AW5595                          STATION DESCRIPTION
 AW5595
 AW5595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5595'7.1 KM (4.4 MI) NE FROM ALVIN.
 AW5595'7.1 KM (4.4 MI) NORTHEAST ALONG FARM ROAD 528 FROM THE INTERSECTION OF
 AW5595'STATE HIGHWAY 35 IN ALVIN TO THE JUNCTION OF FALCON RIDGE BLVD. AND
 AW5595'THE MARK ON THE RIGHT, 9.05 METERS (29.7 FT) SOUTH-SOUTHEAST OF THE
 AW5595'SOUTHEAST EDGE OF THE ROAD, 7.13 METERS (23.4 FT) NORTHEAST OF THE
 AW5595'CENTER OF FALCON RIDGE BLVD., 5.00 METERS (16.4 FT) SOUTHWEST OF A
 AW5595'UTILITY POLE WITH TRANSFORMER AND STREET LAMP, 4.63 METERS (15.2 FT)
 AW5595'SOUTHEAST OF A STOP SIGN, 2.83 METERS (9.3 FT) NORTHWEST OF A BRICK
 AW5595'WALL AT ENTRANCE TO FALCON RIDGE BLVD., 2.41 METERS (7.9 FT) NORTHEAST
 AW5595'OF A METAL POLE WITH SIGNS (WEST PARKWOOD AVE AND FALCON RIDGE BLVD..
 AW5595'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5595'THE MARK IS ABOVE LEVEL WITH ROAD.
 AW5595
 AW5595                          STATION RECOVERY (1997)
 AW5595
 AW5595'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW5595'MARK RECOVERED IN POOR CONDITION.
 AW5595
 AW5595                          STATION RECOVERY (1999)
 AW5595
 AW5595'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5410 ***********************************************************************
 AW5410  DESIGNATION -  K 1504
 AW5410  PID         -  AW5410
 AW5410  STATE/COUNTY-  TX/FORT BEND
 AW5410  USGS QUAD   -  RICHMOND NE (1980)
 AW5410
 AW5410                         *CURRENT SURVEY CONTROL
 AW5410  ___________________________________________________________________
 AW5410* NAD 83(1986)-  29 41 51.     (N)    095 48 41.     (W)     SCALED    
 AW5410* NAVD 88     -        36.902  (meters)     121.07   (feet)  ADJUSTED  
 AW5410  ___________________________________________________________________
 AW5410  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW5410  DYNAMIC HT  -          36.851 (meters)     120.90  (feet)  COMP
 AW5410  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 AW5410
 AW5410  VERT ORDER  -  FIRST     CLASS II
 AW5410
 AW5410.The horizontal coordinates were scaled from a topographic map and have
 AW5410.an estimated accuracy of +/- 6 seconds.
 AW5410
 AW5410.The orthometric height was determined by differential leveling
 AW5410.and adjusted by the National Geodetic Survey in June 1991..
 AW5410
 AW5410.The geoid height was determined by GEOID03.
 AW5410
 AW5410.The dynamic height is computed by dividing the NAVD 88
 AW5410.geopotential number by the normal gravity value computed on the
 AW5410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5410.degrees latitude (g = 980.6199 gals.).
 AW5410
 AW5410.The modeled gravity was interpolated from observed gravity values.
 AW5410
 AW5410;                    North         East    Units  Estimated Accuracy
 AW5410;SPC TXSC     - 4,210,810.      908,510.      MT  (+/- 180 meters Scaled)
 AW5410
 AW5410                          SUPERSEDED SURVEY CONTROL
 AW5410
 AW5410  NGVD 29 (12/23/87)   36.894  (m)          121.04   (f) ADJUSTED    1 2
 AW5410
 AW5410.Superseded values are not recommended for survey control.
 AW5410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5410.See file dsdata.txt to determine how the superseded data were derived.
 AW5410
 AW5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN279885(NAD 83)
 AW5410_MARKER: I = METAL ROD
 AW5410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5410_SP_SET: STAINLESS STEEL ROD
 AW5410_STAMPING: K 1504 1986
 AW5410_MARK LOGO: NGS   
 AW5410_PROJECTION: FLUSH
 AW5410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5410_ROD/PIPE-DEPTH: 8.4  meters
 AW5410
 AW5410  HISTORY     - Date     Condition        Report By
 AW5410  HISTORY     - 1986     MONUMENTED       NGS
 AW5410  HISTORY     - 19951010 GOOD             USPSQD
 AW5410  HISTORY     - 19980228 GOOD             USPSQD
 AW5410  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW5410  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW5410
 AW5410                          STATION DESCRIPTION
 AW5410
 AW5410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5410'8.5 KM (5.3 MI) EAST FROM FULSHEAR.
 AW5410'8.5 KM (5.3 MI) EAST ALONG FM ROAD 1093 FROM THE SOUTHERN PACIFIC
 AW5410'RAILROAD STATION IN FULSHEAR, ALSO 3.9 KM (2.4 MI) EAST OF THE
 AW5410'JUNCTION OF FM ROADS 359 AND 1463, 18.2 METERS (59.6 FT) NORTH OF THE
 AW5410'CENTERLINE OF THE ROAD, 5.2 METERS (17.0 FT) WEST OF THE CENTER OF A
 AW5410'GRAVEL ROAD LEADING NORTH, 18.6 METERS (61.0 FT) SOUTHWEST OF THE
 AW5410'SOUTHWEST CORNER OF A CATTLEGUARD, 4.9 METERS (16.0 FT) NORTH OF THE
 AW5410'CENTER OF THE WEST END OF THE NORTH ONE OF TWO 32-INCH PIPE CULVERTS,
 AW5410'0.76 METER (2.5 FT) EAST OF A FENCE CORNER, 0.3 METER (1.0 FT)
 AW5410'SOUTHEAST OF A FENCE OFFSET.  NOTE--ACCESS TO DATUM POINT IS HAD
 AW5410'THROUGH A 5-INCH LOGO CAP.
 AW5410'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AW5410'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5410
 AW5410                          STATION RECOVERY (1995)
 AW5410
 AW5410'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5410'RECOVERED IN GOOD CONDITION.
 AW5410
 AW5410                          STATION RECOVERY (1998)
 AW5410
 AW5410'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5410'RECOVERED IN GOOD CONDITION.
 AW5410
 AW5410                          STATION RECOVERY (1999)
 AW5410
 AW5410'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5410'MARK NOT FOUND.
 AW5410
 AW5410                          STATION RECOVERY (2004)
 AW5410
 AW5410'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5480 ***********************************************************************
 AW5480  DESIGNATION -  K 1505
 AW5480  PID         -  AW5480
 AW5480  STATE/COUNTY-  TX/FORT BEND
 AW5480  USGS QUAD   -  RICHMOND NE (1980)
 AW5480
 AW5480                         *CURRENT SURVEY CONTROL
 AW5480  ___________________________________________________________________
 AW5480* NAD 83(1986)-  29 41 36.     (N)    095 51 52.     (W)     SCALED    
 AW5480* NAVD 88     -        41.009  (meters)     134.54   (feet)  ADJUSTED  
 AW5480  ___________________________________________________________________
 AW5480  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW5480  DYNAMIC HT  -          40.952 (meters)     134.36  (feet)  COMP
 AW5480  MODELED GRAV-     979,271.1   (mgal)                       NAVD 88
 AW5480
 AW5480  VERT ORDER  -  FIRST     CLASS II
 AW5480
 AW5480.The horizontal coordinates were scaled from a topographic map and have
 AW5480.an estimated accuracy of +/- 6 seconds.
 AW5480
 AW5480.The orthometric height was determined by differential leveling
 AW5480.and adjusted by the National Geodetic Survey in June 1991..
 AW5480
 AW5480.The geoid height was determined by GEOID03.
 AW5480
 AW5480.The dynamic height is computed by dividing the NAVD 88
 AW5480.geopotential number by the normal gravity value computed on the
 AW5480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5480.degrees latitude (g = 980.6199 gals.).
 AW5480
 AW5480.The modeled gravity was interpolated from observed gravity values.
 AW5480
 AW5480;                    North         East    Units  Estimated Accuracy
 AW5480;SPC TXSC     - 4,210,210.      903,390.      MT  (+/- 180 meters Scaled)
 AW5480
 AW5480                          SUPERSEDED SURVEY CONTROL
 AW5480
 AW5480  NGVD 29 (12/23/87)   41.002  (m)          134.52   (f) ADJUSTED    1 2
 AW5480
 AW5480.Superseded values are not recommended for survey control.
 AW5480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5480.See file dsdata.txt to determine how the superseded data were derived.
 AW5480
 AW5480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN228882(NAD 83)
 AW5480_MARKER: I = METAL ROD
 AW5480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5480_SP_SET: STAINLESS STEEL ROD
 AW5480_STAMPING: K 1505 1987
 AW5480_MARK LOGO: NGS   
 AW5480_PROJECTION: FLUSH
 AW5480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5480_ROD/PIPE-DEPTH: 4.8  meters
 AW5480
 AW5480  HISTORY     - Date     Condition        Report By
 AW5480  HISTORY     - 1987     MONUMENTED       NGS
 AW5480  HISTORY     - 19951010 GOOD             USPSQD
 AW5480  HISTORY     - 19980228 GOOD             USPSQD
 AW5480  HISTORY     - 19991120 GOOD             USPSQD
 AW5480
 AW5480                          STATION DESCRIPTION
 AW5480
 AW5480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5480'3.6 KM (2.25 MI) EAST FROM FULSHEAR.
 AW5480'0.15 KM (0.1 MI) SOUTH ALONG FM ROAD 359 FROM THE POST OFFICE IN
 AW5480'FULSHEAR, THENCE 3.48 KM (2.16 MI) EAST ALONG FM ROAD 1093, 20.2
 AW5480'METERS (66.5 FT) NORTH OF THE CENTERLINE OF THE ROAD, 28.9 METERS
 AW5480'(95.0 FT) EAST-NORTHEAST OF A CITY LIMIT SIGN, 19.8 METERS (65.0 FT)
 AW5480'EAST OF A POWER POLE, 8.2 METERS (27.0 FT) NORTH OF THE EAST END OF A
 AW5480'24-INCH CONCRETE CULVERT, 0.5 METER (1.5 FT) SOUTH OF A FENCE.
 AW5480'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5480'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 AW5480'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5480
 AW5480                          STATION RECOVERY (1995)
 AW5480
 AW5480'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5480'RECOVERED IN GOOD CONDITION.
 AW5480
 AW5480                          STATION RECOVERY (1998)
 AW5480
 AW5480'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5480'RECOVERED IN GOOD CONDITION.
 AW5480
 AW5480                          STATION RECOVERY (1999)
 AW5480
 AW5480'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2546 ***********************************************************************
 AX2546  DESIGNATION -  K 1506
 AX2546  PID         -  AX2546
 AX2546  STATE/COUNTY-  TX/WHARTON
 AX2546  USGS QUAD   -  HUNGERFORD (1980)
 AX2546
 AX2546                         *CURRENT SURVEY CONTROL
 AX2546  ___________________________________________________________________
 AX2546* NAD 83(1986)-  29 22 47.     (N)    096 05 10.     (W)     SCALED    
 AX2546* NAVD 88     -        29.367  (meters)      96.35   (feet)  ADJUSTED  
 AX2546  ___________________________________________________________________
 AX2546  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2546  DYNAMIC HT  -          29.326 (meters)      96.21  (feet)  COMP
 AX2546  MODELED GRAV-     979,246.3   (mgal)                       NAVD 88
 AX2546
 AX2546  VERT ORDER  -  FIRST     CLASS I
 AX2546
 AX2546.The horizontal coordinates were scaled from a topographic map and have
 AX2546.an estimated accuracy of +/- 6 seconds.
 AX2546
 AX2546.The orthometric height was determined by differential leveling
 AX2546.and adjusted by the National Geodetic Survey in June 1991..
 AX2546
 AX2546.The geoid height was determined by GEOID03.
 AX2546
 AX2546.The dynamic height is computed by dividing the NAVD 88
 AX2546.geopotential number by the normal gravity value computed on the
 AX2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2546.degrees latitude (g = 980.6199 gals.).
 AX2546
 AX2546.The modeled gravity was interpolated from observed gravity values.
 AX2546
 AX2546;                    North         East    Units  Estimated Accuracy
 AX2546;SPC TXSC     - 4,174,900.      882,810.      MT  (+/- 180 meters Scaled)
 AX2546
 AX2546                          SUPERSEDED SURVEY CONTROL
 AX2546
 AX2546  NGVD 29 (12/23/87)   29.367  (m)           96.35   (f) ADJUSTED    1 1
 AX2546
 AX2546.Superseded values are not recommended for survey control.
 AX2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2546.See file dsdata.txt to determine how the superseded data were derived.
 AX2546
 AX2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT828535(NAD 83)
 AX2546_MARKER: I = METAL ROD
 AX2546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2546_SP_SET: STAINLESS STEEL ROD
 AX2546_STAMPING: K 1506 1987
 AX2546_MARK LOGO: NGS   
 AX2546_PROJECTION: FLUSH
 AX2546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2546_ROD/PIPE-DEPTH: 12.2 meters
 AX2546
 AX2546  HISTORY     - Date     Condition        Report By
 AX2546  HISTORY     - 1987     MONUMENTED       NGS
 AX2546
 AX2546                          STATION DESCRIPTION
 AX2546
 AX2546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2546'2.4 KM (1.5 MI) SOUTH FROM HUNGERFORD.
 AX2546'2.38 KM (1.48 MI) SOUTH ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF
 AX2546'STATE HIGHWAY 60 IN HUNGERFORD, 14.9 METERS (49.0 FT) WEST OF THE
 AX2546'CENTERLINE OF LOOP 183, 8.5 METERS (28.0 FT) NORTH OF THE EXTENDED
 AX2546'CENTERLINE OF PONDEROSA ROAD, 0.9 METER (3.0 FT) EAST OF A FENCE,
 AX2546'0.6 METER (2.0 FT) SOUTH OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT
 AX2546'IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2546'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AX2546'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5554 ***********************************************************************
 AW5554  DESIGNATION -  K 1509
 AW5554  PID         -  AW5554
 AW5554  STATE/COUNTY-  TX/HARRIS
 AW5554  USGS QUAD   -  PEARLAND (1995)
 AW5554
 AW5554                         *CURRENT SURVEY CONTROL
 AW5554  ___________________________________________________________________
 AW5554* NAD 83(1986)-  29 36 27.     (N)    095 18 05.     (W)     SCALED    
 AW5554* NAVD 88     -        12.917  (meters)      42.38   (feet)  ADJUSTED  
 AW5554  ___________________________________________________________________
 AW5554  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW5554  DYNAMIC HT  -          12.899 (meters)      42.32  (feet)  COMP
 AW5554  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 AW5554
 AW5554  VERT ORDER  -  FIRST     CLASS II
 AW5554
 AW5554.The horizontal coordinates were scaled from a topographic map and have
 AW5554.an estimated accuracy of +/- 6 seconds.
 AW5554
 AW5554.The orthometric height was determined by differential leveling
 AW5554.and adjusted by the National Geodetic Survey in June 1991..
 AW5554
 AW5554.The geoid height was determined by GEOID03.
 AW5554
 AW5554.The dynamic height is computed by dividing the NAVD 88
 AW5554.geopotential number by the normal gravity value computed on the
 AW5554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5554.degrees latitude (g = 980.6199 gals.).
 AW5554
 AW5554.The modeled gravity was interpolated from observed gravity values.
 AW5554
 AW5554;                    North         East    Units  Estimated Accuracy
 AW5554;SPC TXSC     - 4,202,290.      958,160.      MT  (+/- 180 meters Scaled)
 AW5554
 AW5554                          SUPERSEDED SURVEY CONTROL
 AW5554
 AW5554  NGVD 29 (12/23/87)   12.913  (m)           42.37   (f) ADJUSTED    1 2
 AW5554
 AW5554.Superseded values are not recommended for survey control.
 AW5554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5554.See file dsdata.txt to determine how the superseded data were derived.
 AW5554
 AW5554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN771775(NAD 83)
 AW5554_MARKER: I = METAL ROD
 AW5554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5554_SP_SET: STAINLESS STEEL ROD
 AW5554_STAMPING: K 1509 1986
 AW5554_MARK LOGO: NGS   
 AW5554_PROJECTION: FLUSH
 AW5554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5554+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW5554_ROD/PIPE-DEPTH: 11.6 meters
 AW5554
 AW5554  HISTORY     - Date     Condition        Report By
 AW5554  HISTORY     - 1986     MONUMENTED       NGS
 AW5554  HISTORY     - 1989     GOOD             USPSQD
 AW5554  HISTORY     - 20031019 GOOD             USPSQD
 AW5554  HISTORY     - 20050217 GOOD             USPSQD
 AW5554
 AW5554                          STATION DESCRIPTION
 AW5554
 AW5554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5554'1.5 KM (0.95 MI) SOUTH FROM MYKAWA.
 AW5554'1.5 KM (0.95 MI) SOUTHERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 AW5554'RAILROAD FROM ITS INTERSECTION WITH ALMEDA-GENOA ROAD IN MYKAWA, 53.0
 AW5554'M (173.9 FT) WEST OF THE NEAR RAIL, 32.4 M (106.3 FT) WEST OF THE
 AW5554'CENTERLINE OF SCHURMIER ROAD, 8.7 M (28.5 FT) NORTH OF THE CENTER OF
 AW5554'MYKAWA ROAD, AND 2.1 M (6.9 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS
 AW5554'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5554'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 AW5554'THE MARK IS ABOVE LEVEL WITH MYKAWA ROAD.
 AW5554
 AW5554                          STATION RECOVERY (1989)
 AW5554
 AW5554'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW5554'RECOVERED IN GOOD CONDITION.
 AW5554
 AW5554                          STATION RECOVERY (2003)
 AW5554
 AW5554'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5554'RECOVERED IN GOOD CONDITION.
 AW5554
 AW5554                          STATION RECOVERY (2005)
 AW5554
 AW5554'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0602 ***********************************************************************
 CS0602  DESIGNATION -  K 151
 CS0602  PID         -  CS0602
 CS0602  STATE/COUNTY-  TX/HENDERSON
 CS0602  USGS QUAD   -  MALAKOFF (1981)
 CS0602
 CS0602                         *CURRENT SURVEY CONTROL
 CS0602  ___________________________________________________________________
 CS0602* NAD 83(1986)-  32 10 10.     (N)    096 00 35.     (W)     SCALED    
 CS0602* NAVD 88     -       115.556  (meters)     379.12   (feet)  ADJUSTED  
 CS0602  ___________________________________________________________________
 CS0602  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0602  DYNAMIC HT  -         115.422 (meters)     378.68  (feet)  COMP
 CS0602  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 CS0602
 CS0602  VERT ORDER  -  SECOND    CLASS 0
 CS0602
 CS0602.The horizontal coordinates were scaled from a topographic map and have
 CS0602.an estimated accuracy of +/- 6 seconds.
 CS0602
 CS0602.The orthometric height was determined by differential leveling
 CS0602.and adjusted by the National Geodetic Survey in June 1991..
 CS0602
 CS0602.The geoid height was determined by GEOID03.
 CS0602
 CS0602.The dynamic height is computed by dividing the NAVD 88
 CS0602.geopotential number by the normal gravity value computed on the
 CS0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0602.degrees latitude (g = 980.6199 gals.).
 CS0602
 CS0602.The modeled gravity was interpolated from observed gravity values.
 CS0602
 CS0602;                    North         East    Units  Estimated Accuracy
 CS0602;SPC TXNC     - 2,058,540.      834,860.      MT  (+/- 180 meters Scaled)
 CS0602
 CS0602                          SUPERSEDED SURVEY CONTROL
 CS0602
 CS0602  NGVD 29 (??/??/92)  115.559  (m)          379.13   (f) ADJ UNCH    2 0
 CS0602
 CS0602.Superseded values are not recommended for survey control.
 CS0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0602.See file dsdata.txt to determine how the superseded data were derived.
 CS0602
 CS0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA819631(NAD 83)
 CS0602_MARKER: DB = BENCH MARK DISK
 CS0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0602_STAMPING: K 151 1933 379.067
 CS0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0602+STABILITY: SURFACE MOTION
 CS0602
 CS0602  HISTORY     - Date     Condition        Report By
 CS0602  HISTORY     - 1933     MONUMENTED       CGS
 CS0602  HISTORY     - 1947     GOOD             NGS
 CS0602  HISTORY     - 19950909 GOOD             USPSQD
 CS0602
 CS0602                          STATION DESCRIPTION
 CS0602
 CS0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0602'IN MALAKOFF.
 CS0602'0.1 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM THE
 CS0602'STATION AT MALAKOFF, 128 FEET EAST OF THE CENTER LINE OF A DIRT ROAD
 CS0602'CROSSING, 96 FEET WEST OF TELEPHONE POLE 593/20, 43 FEET SOUTHEAST OF
 CS0602'A 30 INCH OAK TREE, 40 FEET NORTH OF THE NORTH RAIL, 33 FEET NORTH OF
 CS0602'A SWITCH STAND, 1 FOOT NORTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK
 CS0602'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 CS0602'GROUND.
 CS0602
 CS0602                          STATION RECOVERY (1995)
 CS0602
 CS0602'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2002 ***********************************************************************
 BL2002  DESIGNATION -  K 1510
 BL2002  PID         -  BL2002
 BL2002  STATE/COUNTY-  TX/HARRIS
 BL2002  USGS QUAD   -  TOMBALL (1979)
 BL2002
 BL2002                         *CURRENT SURVEY CONTROL
 BL2002  ___________________________________________________________________
 BL2002* NAD 83(1986)-  30 06 28.     (N)    095 34 06.     (W)     SCALED    
 BL2002* NAVD 88     -        47.008  (meters)     154.23   (feet)  ADJUSTED  
 BL2002  ___________________________________________________________________
 BL2002  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL2002  DYNAMIC HT  -          46.945 (meters)     154.02  (feet)  COMP
 BL2002  MODELED GRAV-     979,294.7   (mgal)                       NAVD 88
 BL2002
 BL2002  VERT ORDER  -  FIRST     CLASS II
 BL2002
 BL2002.The horizontal coordinates were scaled from a topographic map and have
 BL2002.an estimated accuracy of +/- 6 seconds.
 BL2002
 BL2002.The orthometric height was determined by differential leveling
 BL2002.and adjusted by the National Geodetic Survey in June 1991..
 BL2002
 BL2002.The geoid height was determined by GEOID03.
 BL2002
 BL2002.The dynamic height is computed by dividing the NAVD 88
 BL2002.geopotential number by the normal gravity value computed on the
 BL2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2002.degrees latitude (g = 980.6199 gals.).
 BL2002
 BL2002.The modeled gravity was interpolated from observed gravity values.
 BL2002
 BL2002;                    North         East    Units  Estimated Accuracy
 BL2002;SPC TXSC     - 4,256,930.      930,690.      MT  (+/- 180 meters Scaled)
 BL2002
 BL2002                          SUPERSEDED SURVEY CONTROL
 BL2002
 BL2002  NGVD 29 (12/23/87)   47.005  (m)          154.22   (f) ADJUSTED    1 2
 BL2002
 BL2002.Superseded values are not recommended for survey control.
 BL2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2002.See file dsdata.txt to determine how the superseded data were derived.
 BL2002
 BL2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP525335(NAD 83)
 BL2002_MARKER: I = METAL ROD
 BL2002_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2002_SP_SET: STAINLESS STEEL ROD
 BL2002_STAMPING: K 1510 1987
 BL2002_MARK LOGO: NGS   
 BL2002_PROJECTION: FLUSH
 BL2002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2002_ROD/PIPE-DEPTH: 8.2  meters
 BL2002
 BL2002  HISTORY     - Date     Condition        Report By
 BL2002  HISTORY     - 1987     MONUMENTED       NGS
 BL2002
 BL2002                          STATION DESCRIPTION
 BL2002
 BL2002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2002'3.5 KM (2.2 MI) SE FROM HUFSMITH.
 BL2002'3.5 KM (2.15 MI) SOUTHEASTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 BL2002'FROM ITS JUNCTION WITH STANOLIND ROAD IN HUFSMITH, 15.0 M (49.2 FT)
 BL2002'NORTH OF THE NEAR RAIL, 5.0 M (16.4 FT) EAST OF THE CENTER OF A GATE
 BL2002'AND PRIVATE ROAD CROSSING, 4.1 M (13.5 FT) SOUTH OF THE CENTER OF A
 BL2002'GATE, AND 0.7 M (2.3 FT) NORTH OF A FENCE CORNER.  NOTE--ACCESS TO
 BL2002'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BL2002'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 BL2002'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5627 ***********************************************************************
 AW5627  DESIGNATION -  K 1511
 AW5627  PID         -  AW5627
 AW5627  STATE/COUNTY-  TX/HARRIS
 AW5627  USGS QUAD   -  ALDINE (1995)
 AW5627
 AW5627                         *CURRENT SURVEY CONTROL
 AW5627  ___________________________________________________________________
 AW5627* NAD 83(1986)-  29 56 45.     (N)    095 27 27.     (W)     SCALED    
 AW5627* NAVD 88     -        31.029  (meters)     101.80   (feet)  ADJUSTED  
 AW5627  ___________________________________________________________________
 AW5627  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AW5627  DYNAMIC HT  -          30.987 (meters)     101.66  (feet)  COMP
 AW5627  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 AW5627
 AW5627  VERT ORDER  -  FIRST     CLASS II
 AW5627
 AW5627.The horizontal coordinates were scaled from a topographic map and have
 AW5627.an estimated accuracy of +/- 6 seconds.
 AW5627
 AW5627.The orthometric height was determined by differential leveling
 AW5627.and adjusted by the National Geodetic Survey in June 1991..
 AW5627
 AW5627.The geoid height was determined by GEOID03.
 AW5627
 AW5627.The dynamic height is computed by dividing the NAVD 88
 AW5627.geopotential number by the normal gravity value computed on the
 AW5627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5627.degrees latitude (g = 980.6199 gals.).
 AW5627
 AW5627.The modeled gravity was interpolated from observed gravity values.
 AW5627
 AW5627;                    North         East    Units  Estimated Accuracy
 AW5627;SPC TXSC     - 4,239,300.      941,910.      MT  (+/- 180 meters Scaled)
 AW5627
 AW5627                          SUPERSEDED SURVEY CONTROL
 AW5627
 AW5627  NGVD 29 (12/23/87)   31.025  (m)          101.79   (f) ADJUSTED    1 2
 AW5627
 AW5627.Superseded values are not recommended for survey control.
 AW5627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5627.See file dsdata.txt to determine how the superseded data were derived.
 AW5627
 AW5627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP628153(NAD 83)
 AW5627_MARKER: I = METAL ROD
 AW5627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5627_SP_SET: STAINLESS STEEL ROD
 AW5627_STAMPING: K 1511 1987
 AW5627_MARK LOGO: NGS   
 AW5627_PROJECTION: FLUSH
 AW5627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5627+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW5627_ROD/PIPE-DEPTH: 5.0  meters
 AW5627
 AW5627  HISTORY     - Date     Condition        Report By
 AW5627  HISTORY     - 1987     MONUMENTED       NGS
 AW5627  HISTORY     - 20051012 GOOD             USPSQD
 AW5627
 AW5627                          STATION DESCRIPTION
 AW5627
 AW5627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5627'11.3 KM (7.0 MI) NW FROM ALDINE.
 AW5627'5.4 KM (3.35 MI) WESTERLY ALONG FARM ROAD 525 FROM THE HIGH SCHOOL IN
 AW5627'ALDINE, THENCE 2.0 KM (1.25 MI) NORTH ALONG INTERSTATE HIGHWAY 45 EAST
 AW5627'FRONTAGE ROAD, THENCE 3.9 KM (2.4 MI) WEST ALONG GREENS AND GEARS
 AW5627'ROAD, 11.9 M (39.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, 8.9 M
 AW5627'(29.2 FT) EAST OF THE CENTER OF GRAYLING LANE, 8.4 M (27.6 FT)
 AW5627'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, AND 3.3 M (10.8
 AW5627'FT) SOUTH-SOUTHEAST OF THE CENTER OF A SEWER COVER.  NOTE--ACCESS TO
 AW5627'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5627'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5627
 AW5627                          STATION RECOVERY (2005)
 AW5627
 AW5627'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5627'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5616 ***********************************************************************
 AW5616  DESIGNATION -  K 1512
 AW5616  PID         -  AW5616
 AW5616  STATE/COUNTY-  TX/HARRIS
 AW5616  USGS QUAD   -  HARMASTON (1982)
 AW5616
 AW5616                         *CURRENT SURVEY CONTROL
 AW5616  ___________________________________________________________________
 AW5616* NAD 83(1986)-  29 59 54.     (N)    095 10 26.     (W)     SCALED    
 AW5616* NAVD 88     -        21.387  (meters)      70.17   (feet)  ADJUSTED  
 AW5616  ___________________________________________________________________
 AW5616  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW5616  DYNAMIC HT  -          21.358 (meters)      70.07  (feet)  COMP
 AW5616  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 AW5616
 AW5616  VERT ORDER  -  FIRST     CLASS II
 AW5616
 AW5616.The horizontal coordinates were scaled from a topographic map and have
 AW5616.an estimated accuracy of +/- 6 seconds.
 AW5616
 AW5616.The orthometric height was determined by differential leveling
 AW5616.and adjusted by the National Geodetic Survey in June 1991..
 AW5616
 AW5616.The geoid height was determined by GEOID03.
 AW5616
 AW5616.The dynamic height is computed by dividing the NAVD 88
 AW5616.geopotential number by the normal gravity value computed on the
 AW5616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5616.degrees latitude (g = 980.6199 gals.).
 AW5616
 AW5616.The modeled gravity was interpolated from observed gravity values.
 AW5616
 AW5616;                    North         East    Units  Estimated Accuracy
 AW5616;SPC TXSC     - 4,245,980.      969,080.      MT  (+/- 180 meters Scaled)
 AW5616
 AW5616                          SUPERSEDED SURVEY CONTROL
 AW5616
 AW5616  NGVD 29 (12/23/87)   21.385  (m)           70.16   (f) ADJUSTED    1 2
 AW5616
 AW5616.Superseded values are not recommended for survey control.
 AW5616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5616.See file dsdata.txt to determine how the superseded data were derived.
 AW5616
 AW5616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP903205(NAD 83)
 AW5616_MARKER: I = METAL ROD
 AW5616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5616_SP_SET: STAINLESS STEEL ROD
 AW5616_STAMPING: K 1512 1987
 AW5616_MARK LOGO: NGS   
 AW5616_PROJECTION: FLUSH
 AW5616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5616+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 AW5616_ROD/PIPE-DEPTH: 15.9 meters
 AW5616
 AW5616  HISTORY     - Date     Condition        Report By
 AW5616  HISTORY     - 1987     MONUMENTED       NGS
 AW5616  HISTORY     - 19990916 GOOD             USPSQD
 AW5616  HISTORY     - 20040316 GOOD             USPSQD
 AW5616
 AW5616                          STATION DESCRIPTION
 AW5616
 AW5616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5616'9.4 KM (5.85 MI) EAST FROM HUMBLE.
 AW5616'9.4 KM (5.85 MI) EASTERLY ALONG FARM ROAD 1960 BUSINESS AND FARM ROAD
 AW5616'1960 FROM ITS JUNCTION WITH U.S. HIGHWAY 59 IN HUMBLE, 28.0 M (91.9
 AW5616'FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE ROAD, 18.3
 AW5616'M (60.0 FT) NORTH OF THE NORTHWEST CORNER OF A PIZZA HUT RESTAURANT,
 AW5616'11.6 M (38.1 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING SOUTH TO THE
 AW5616'ATASCOCITA TOWN CENTER SHOPPING MALL, 0.4 M (1.3 FT) NORTHEAST OF THE
 AW5616'NORTHWEST CORNER OF A CURB, AND 0.3 M (1.0 FT) NORTH OF THE CURB.
 AW5616'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5616'THE MARK IS 0.3 M ABOVE THE DRIVEWAY.
 AW5616
 AW5616                          STATION RECOVERY (1999)
 AW5616
 AW5616'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5616'RECOVERED IN GOOD CONDITION.
 AW5616
 AW5616                          STATION RECOVERY (2004)
 AW5616
 AW5616'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2007 ***********************************************************************
 BL2007  DESIGNATION -  K 1513
 BL2007  PID         -  BL2007
 BL2007  STATE/COUNTY-  TX/WALKER
 BL2007  USGS QUAD   -  RIVERSIDE (1997)
 BL2007
 BL2007                         *CURRENT SURVEY CONTROL
 BL2007  ___________________________________________________________________
 BL2007* NAD 83(1986)-  30 48 55.     (N)    095 24 11.     (W)     SCALED    
 BL2007* NAVD 88     -        75.055  (meters)     246.24   (feet)  ADJUSTED  
 BL2007  ___________________________________________________________________
 BL2007  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BL2007  DYNAMIC HT  -          74.959 (meters)     245.93  (feet)  COMP
 BL2007  MODELED GRAV-     979,350.7   (mgal)                       NAVD 88
 BL2007
 BL2007  VERT ORDER  -  FIRST     CLASS I
 BL2007
 BL2007.The horizontal coordinates were scaled from a topographic map and have
 BL2007.an estimated accuracy of +/- 6 seconds.
 BL2007
 BL2007.The orthometric height was determined by differential leveling
 BL2007.and adjusted by the National Geodetic Survey in June 1991..
 BL2007
 BL2007.The geoid height was determined by GEOID03.
 BL2007
 BL2007.The dynamic height is computed by dividing the NAVD 88
 BL2007.geopotential number by the normal gravity value computed on the
 BL2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2007.degrees latitude (g = 980.6199 gals.).
 BL2007
 BL2007.The modeled gravity was interpolated from observed gravity values.
 BL2007
 BL2007;                    North         East    Units  Estimated Accuracy
 BL2007;SPC TX C     - 3,137,780.    1,171,560.      MT  (+/- 180 meters Scaled)
 BL2007
 BL2007                          SUPERSEDED SURVEY CONTROL
 BL2007
 BL2007  NGVD 29 (12/23/87)   75.065  (m)          246.28   (f) ADJUSTED    1 1
 BL2007
 BL2007.Superseded values are not recommended for survey control.
 BL2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2007.See file dsdata.txt to determine how the superseded data were derived.
 BL2007
 BL2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ701116(NAD 83)
 BL2007_MARKER: I = METAL ROD
 BL2007_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2007_SP_SET: STAINLESS STEEL ROD
 BL2007_STAMPING: K 1513 1987
 BL2007_MARK LOGO: NGS   
 BL2007_PROJECTION: FLUSH
 BL2007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2007_ROD/PIPE-DEPTH: 4.0  meters
 BL2007
 BL2007  HISTORY     - Date     Condition        Report By
 BL2007  HISTORY     - 1987     MONUMENTED       NGS
 BL2007  HISTORY     - 1987     GOOD             USPSQD
 BL2007
 BL2007                          STATION DESCRIPTION
 BL2007
 BL2007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2007'4.3 KM (2.7 MI) SW FROM RIVERSIDE.
 BL2007'4.3 KM (2.65 MI) SOUTHWESTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 BL2007'FROM ITS JUNCTION WITH FARM ROAD 980 IN RIVERSIDE, 33.9 M (111.2 FT)
 BL2007'EAST OF THE NEAR RAIL, 16.2 M (53.1 FT) NORTH OF THE CENTER OF A GATE
 BL2007'AND FIELD ENTRANCE, AND 10.0 M (32.8 FT) EAST OF THE CENTERLINE OF
 BL2007'FARM ROAD 405.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 BL2007'LOGO CAP.
 BL2007'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 BL2007'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 BL2007
 BL2007                          STATION RECOVERY (1987)
 BL2007
 BL2007'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BL2007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2570 ***********************************************************************
 AX2570  DESIGNATION -  K 1515
 AX2570  PID         -  AX2570
 AX2570  STATE/COUNTY-  TX/JACKSON
 AX2570  USGS QUAD   -  LOUISE (1981)
 AX2570
 AX2570                         *CURRENT SURVEY CONTROL
 AX2570  ___________________________________________________________________
 AX2570* NAD 83(1986)-  29 04 26.     (N)    096 27 53.     (W)     SCALED    
 AX2570* NAVD 88     -        19.798  (meters)      64.95   (feet)  ADJUSTED  
 AX2570  ___________________________________________________________________
 AX2570  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX2570  DYNAMIC HT  -          19.770 (meters)      64.86  (feet)  COMP
 AX2570  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 AX2570
 AX2570  VERT ORDER  -  FIRST     CLASS I
 AX2570
 AX2570.The horizontal coordinates were scaled from a topographic map and have
 AX2570.an estimated accuracy of +/- 6 seconds.
 AX2570
 AX2570.The orthometric height was determined by differential leveling
 AX2570.and adjusted by the National Geodetic Survey in June 1991..
 AX2570
 AX2570.The geoid height was determined by GEOID03.
 AX2570
 AX2570.The dynamic height is computed by dividing the NAVD 88
 AX2570.geopotential number by the normal gravity value computed on the
 AX2570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2570.degrees latitude (g = 980.6199 gals.).
 AX2570
 AX2570.The modeled gravity was interpolated from observed gravity values.
 AX2570
 AX2570;                    North         East    Units  Estimated Accuracy
 AX2570;SPC TXSC     - 4,140,160.      846,810.      MT  (+/- 180 meters Scaled)
 AX2570
 AX2570                          SUPERSEDED SURVEY CONTROL
 AX2570
 AX2570  NGVD 29 (12/23/87)   19.806  (m)           64.98   (f) ADJUSTED    1 1
 AX2570
 AX2570.Superseded values are not recommended for survey control.
 AX2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2570.See file dsdata.txt to determine how the superseded data were derived.
 AX2570
 AX2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT468188(NAD 83)
 AX2570_MARKER: I = METAL ROD
 AX2570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2570_SP_SET: STAINLESS STEEL ROD
 AX2570_STAMPING: K 1515 1987
 AX2570_MARK LOGO: NGS   
 AX2570_PROJECTION: FLUSH
 AX2570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2570_ROD/PIPE-DEPTH: 6.1  meters
 AX2570
 AX2570  HISTORY     - Date     Condition        Report By
 AX2570  HISTORY     - 1987     MONUMENTED       NGS
 AX2570  HISTORY     - 19980725 GOOD             USPSQD
 AX2570
 AX2570                          STATION DESCRIPTION
 AX2570
 AX2570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2570'6.0 KM (3.7 MI) NE FROM GANADO.
 AX2570'2.06 KM (1.28 MI) NORTHEAST ALONG HIGHWAY LOOP 522 FROM THE JUNCTION
 AX2570'OF STATE HIGHWAY 172 IN GANADO, THENCE 4.00 KM (2.48 MI) NORTHEAST
 AX2570'ALONG US HIGHWAY 59, 0.32 KM (0.2 MI) NORTHEAST OF THE HIGHWAY BRIDGE
 AX2570'OVER WEST MUSTANG CREEK, ALSO 7.7 KM (4.8 MI) SOUTHWEST OF LOUISE,
 AX2570'37.8 METERS (124 FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY 59
 AX2570'SOUTHBOUND, 2.6 METERS (8.5 FT) SOUTHWEST OF THE SOUTHWEST POST OF A
 AX2570'WIRE GATE IN A FENCE, 0.4 METER (1.5 FT) SOUTHWEST OF THE FENCE.
 AX2570'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AX2570'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AX2570'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AX2570
 AX2570                          STATION RECOVERY (1998)
 AX2570
 AX2570'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3143 ***********************************************************************
 AA3143  DESIGNATION -  K 1516
 AA3143  PID         -  AA3143
 AA3143  STATE/COUNTY-  TX/TARRANT
 AA3143  USGS QUAD   -  EULESS (1981)
 AA3143
 AA3143                         *CURRENT SURVEY CONTROL
 AA3143  ___________________________________________________________________
 AA3143* NAD 83(1986)-  32 45 28.     (N)    097 03 48.     (W)     SCALED    
 AA3143* NAVD 88     -       161.654  (meters)     530.36   (feet)  ADJUSTED  
 AA3143  ___________________________________________________________________
 AA3143  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AA3143  DYNAMIC HT  -         161.467 (meters)     529.75  (feet)  COMP
 AA3143  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 AA3143
 AA3143  VERT ORDER  -  FIRST     CLASS II
 AA3143
 AA3143.The horizontal coordinates were scaled from a topographic map and have
 AA3143.an estimated accuracy of +/- 6 seconds.
 AA3143
 AA3143.The orthometric height was determined by differential leveling
 AA3143.and adjusted by the National Geodetic Survey in April 2001..
 AA3143
 AA3143.The geoid height was determined by GEOID03.
 AA3143
 AA3143.The dynamic height is computed by dividing the NAVD 88
 AA3143.geopotential number by the normal gravity value computed on the
 AA3143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3143.degrees latitude (g = 980.6199 gals.).
 AA3143
 AA3143.The modeled gravity was interpolated from observed gravity values.
 AA3143
 AA3143;                    North         East    Units  Estimated Accuracy
 AA3143;SPC TXNC     - 2,121,910.      734,610.      MT  (+/- 180 meters Scaled)
 AA3143
 AA3143                          SUPERSEDED SURVEY CONTROL
 AA3143
 AA3143.No superseded survey control is available for this station.
 AA3143
 AA3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB814260(NAD 83)
 AA3143_MARKER: DV = VERTICAL CONTROL DISK
 AA3143_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AA3143_SP_SET: PIER
 AA3143_STAMPING: K 1516 1994
 AA3143_MARK LOGO: NGS   
 AA3143_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3143+STABILITY: POSITION/ELEVATION WELL
 AA3143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3143+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2003
 AA3143
 AA3143  HISTORY     - Date     Condition        Report By
 AA3143  HISTORY     - 1994     MONUMENTED       NGS
 AA3143  HISTORY     - 19961008 GOOD             NGS
 AA3143  HISTORY     - 19970301 GOOD             USPSQD
 AA3143  HISTORY     - 20030706 GOOD             GEOCAC
 AA3143
 AA3143                          STATION DESCRIPTION
 AA3143
 AA3143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3143'IN ARLINGTON, AT THE INTERSECTION OF STATE HIGHWAY 360 AND SIX FLAGS
 AA3143'DRIVE, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY OF 9
 AA3143'CONCRETE COLUMNS OF THE 1ST PIER SOUTH OF THE NORTH ABUTMENT OF THE
 AA3143'HIGHWAY OVERPASS OF THE DRIVE, 19.3 M (63.3 FT) WEST OF THE CENTER OF
 AA3143'THE OVERPASS, 7.4 M (24.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 AA3143'LANES OF THE DRIVE, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE DRIVE.
 AA3143
 AA3143                          STATION RECOVERY (1996)
 AA3143
 AA3143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA3143'IN ARLINGTON, AT THE INTERSECTION OF STATE HIGHWAY 360 AND SIX FLAG
 AA3143'DRIVE, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY OF 9
 AA3143'CONCRETE COLUMNS OF THE 1ST PIER SOUTH OF THE ABUTMENT OF THE HIGHWAY
 AA3143'OVERPASS OF THE DRIVE, 19.3 M (63.3 FT) WEST OF THE CENTER OF THE
 AA3143'HIGHWAY, 7.4 M (24.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 AA3143'LANES OF THE DRIVE, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE DRIVE.
 AA3143
 AA3143                          STATION RECOVERY (1997)
 AA3143
 AA3143'RECOVERY NOTE BY US POWER SQUADRON 1997
 AA3143'RECOVERED IN GOOD CONDITION.
 AA3143
 AA3143                          STATION RECOVERY (2003)
 AA3143
 AA3143'RECOVERY NOTE BY GEOCACHING 2003
 AA3143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0757 ***********************************************************************
 CE0757  DESIGNATION -  K 1517
 CE0757  PID         -  CE0757
 CE0757  STATE/COUNTY-  TX/EL PASO
 CE0757  USGS QUAD   -  EL PASO (1997)
 CE0757
 CE0757                         *CURRENT SURVEY CONTROL
 CE0757  ___________________________________________________________________
 CE0757* NAD 83(1986)-  31 45 20.     (N)    106 26 11.     (W)     SCALED    
 CE0757* NAVD 88     -      1127.607  (meters)    3699.49   (feet)  ADJUSTED  
 CE0757  ___________________________________________________________________
 CE0757  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CE0757  DYNAMIC HT  -        1125.895 (meters)    3693.87  (feet)  COMP
 CE0757  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 CE0757
 CE0757  VERT ORDER  -  FIRST     CLASS I
 CE0757
 CE0757.The horizontal coordinates were scaled from a topographic map and have
 CE0757.an estimated accuracy of +/- 6 seconds.
 CE0757
 CE0757.The orthometric height was determined by differential leveling
 CE0757.and adjusted by the National Geodetic Survey in November 1996..
 CE0757
 CE0757.The geoid height was determined by GEOID03.
 CE0757
 CE0757.The dynamic height is computed by dividing the NAVD 88
 CE0757.geopotential number by the normal gravity value computed on the
 CE0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0757.degrees latitude (g = 980.6199 gals.).
 CE0757
 CE0757.The modeled gravity was interpolated from observed gravity values.
 CE0757
 CE0757;                    North         East    Units  Estimated Accuracy
 CE0757;SPC TX C     - 3,247,430.      122,090.      MT  (+/- 180 meters Scaled)
 CE0757
 CE0757                          SUPERSEDED SURVEY CONTROL
 CE0757
 CE0757.No superseded survey control is available for this station.
 CE0757
 CE0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR639142(NAD 83)
 CE0757_MARKER: I = METAL ROD
 CE0757_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CE0757_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CE0757_STAMPING: K 1517 1993
 CE0757_MARK LOGO: NGS   
 CE0757_PROJECTION: RECESSED 5 CENTIMETERS
 CE0757_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0757+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0757_ROD/PIPE-DEPTH: 16.5 meters
 CE0757_SLEEVE-DEPTH  : 0.9 meters
 CE0757
 CE0757  HISTORY     - Date     Condition        Report By
 CE0757  HISTORY     - 1993     MONUMENTED       NGS
 CE0757
 CE0757                          STATION DESCRIPTION
 CE0757
 CE0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0757'5.9 KM (3.65 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0757'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0757'EL PASO, 51.2 M (168.0 FT) SOUTHWEST OF UTILITY LIGHT POLE NUMBER
 CE0757'11730, 33.8 M (110.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CE0757'STORM DRAIN, 13.6 M (44.6 FT) NORTH-NORTHEAST OF A RETAINING WALL AND
 CE0757'FENCE ON THE NORTH BANK OF THE RIO GRANDE RIVER, 10.4 M (34.1 FT)
 CE0757'NORTH-NORTHEAST OF THE CENTER OF THE ROAD, AND 1.2 M (3.9 FT) BELOW
 CE0757'THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 CE0757'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 CE0757'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8442 ***********************************************************************
 AC8442  DESIGNATION -  K 1518
 AC8442  PID         -  AC8442
 AC8442  STATE/COUNTY-  TX/NUECES
 AC8442  USGS QUAD   -  PORT ARANSAS (1975)
 AC8442
 AC8442                         *CURRENT SURVEY CONTROL
 AC8442  ___________________________________________________________________
 AC8442* NAD 83(1986)-  27 46 40.     (N)    097 06 21.     (W)     SCALED    
 AC8442* NAVD 88     -         2.112  (meters)       6.93   (feet)  ADJUSTED  
 AC8442  ___________________________________________________________________
 AC8442  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AC8442  DYNAMIC HT  -           2.109 (meters)       6.92  (feet)  COMP
 AC8442  MODELED GRAV-     979,142.2   (mgal)                       NAVD 88
 AC8442
 AC8442  VERT ORDER  -  FIRST     CLASS II
 AC8442
 AC8442.The horizontal coordinates were scaled from a topographic map and have
 AC8442.an estimated accuracy of +/- 6 seconds.
 AC8442
 AC8442.The orthometric height was determined by differential leveling
 AC8442.and adjusted by the National Geodetic Survey in December 1997..
 AC8442
 AC8442.The geoid height was determined by GEOID03.
 AC8442
 AC8442.The dynamic height is computed by dividing the NAVD 88
 AC8442.geopotential number by the normal gravity value computed on the
 AC8442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8442.degrees latitude (g = 980.6199 gals.).
 AC8442
 AC8442.The modeled gravity was interpolated from observed gravity values.
 AC8442
 AC8442;                    North         East    Units  Estimated Accuracy
 AC8442;SPC TX S     - 5,234,660.      437,410.      MT  (+/- 180 meters Scaled)
 AC8442
 AC8442                          SUPERSEDED SURVEY CONTROL
 AC8442
 AC8442.No superseded survey control is available for this station.
 AC8442
 AC8442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR866740(NAD 83)
 AC8442_MARKER: I = METAL ROD
 AC8442_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8442_STAMPING: K 1518 1996
 AC8442_MARK LOGO: NGS   
 AC8442_PROJECTION: FLUSH
 AC8442_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8442+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8442_ROD/PIPE-DEPTH: 21.9 meters
 AC8442_SLEEVE-DEPTH  : 0.9 meters
 AC8442
 AC8442  HISTORY     - Date     Condition        Report By
 AC8442  HISTORY     - 1996     MONUMENTED       NGS
 AC8442  HISTORY     - 20050820 GOOD             USPSQD
 AC8442
 AC8442                          STATION DESCRIPTION
 AC8442
 AC8442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8442'7.0 KM (4.35 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AC8442'FROM THE POST OFFICE IN PORT ARANSAS, 25.4 M (83.3 FT) EAST OF THE
 AC8442'HIGHWAY CENTER, 4.3 M (14.1 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 AC8442'PUMPING STATION, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 AC8442'0.5 M (1.6 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AC8442'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AC8442'THE SPECIFICATIONS FOR A CLASS A MARK.
 AC8442
 AC8442                          STATION RECOVERY (2005)
 AC8442
 AC8442'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8404 ***********************************************************************
 AC8404  DESIGNATION -  K 1519
 AC8404  PID         -  AC8404
 AC8404  STATE/COUNTY-  TX/SAN PATRICIO
 AC8404  USGS QUAD   -  PORT INGLESIDE (1975)
 AC8404
 AC8404                         *CURRENT SURVEY CONTROL
 AC8404  ___________________________________________________________________
 AC8404* NAD 83(1986)-  27 49 46.     (N)    097 11 46.     (W)     SCALED    
 AC8404* NAVD 88     -         3.532  (meters)      11.59   (feet)  ADJUSTED  
 AC8404  ___________________________________________________________________
 AC8404  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AC8404  DYNAMIC HT  -           3.527 (meters)      11.57  (feet)  COMP
 AC8404  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 AC8404
 AC8404  VERT ORDER  -  FIRST     CLASS II
 AC8404
 AC8404.The horizontal coordinates were scaled from a topographic map and have
 AC8404.an estimated accuracy of +/- 6 seconds.
 AC8404
 AC8404.The orthometric height was determined by differential leveling
 AC8404.and adjusted by the National Geodetic Survey in December 1997..
 AC8404
 AC8404.The geoid height was determined by GEOID03.
 AC8404
 AC8404.The dynamic height is computed by dividing the NAVD 88
 AC8404.geopotential number by the normal gravity value computed on the
 AC8404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8404.degrees latitude (g = 980.6199 gals.).
 AC8404
 AC8404.The modeled gravity was interpolated from observed gravity values.
 AC8404
 AC8404;                    North         East    Units  Estimated Accuracy
 AC8404;SPC TX S     - 5,240,290.      428,450.      MT  (+/- 180 meters Scaled)
 AC8404
 AC8404                          SUPERSEDED SURVEY CONTROL
 AC8404
 AC8404.No superseded survey control is available for this station.
 AC8404
 AC8404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR776796(NAD 83)
 AC8404_MARKER: I = METAL ROD
 AC8404_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8404_STAMPING: K 1519 1997
 AC8404_MARK LOGO: NGS   
 AC8404_PROJECTION: FLUSH
 AC8404_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8404+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8404_ROD/PIPE-DEPTH: 13.9 meters
 AC8404_SLEEVE-DEPTH  : 0.9 meters
 AC8404
 AC8404  HISTORY     - Date     Condition        Report By
 AC8404  HISTORY     - 1997     MONUMENTED       NGS
 AC8404
 AC8404                          STATION DESCRIPTION
 AC8404
 AC8404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8404'2.7 KM (1.65 MI) SOUTHERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AC8404'OFFICE IN ARANSAS PASS, THENCE 6.7 KM (4.15 MI) SOUTHERLY ALONG FARM
 AC8404'ROADS 2725 AND 1069, 42.2 M (138.5 FT) WEST OF THE CORNER OF A
 AC8404'CHAIN-LINK FENCE, 36.3 M (119.1 FT) SOUTHWEST OF THE ROAD CENTERLINE,
 AC8404'13.8 M (45.3 FT) SOUTH OF THE CENTER OF A PAVED ROAD (OLD HIGHWAY) ,
 AC8404'0.7 M (2.3 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 AC8404'BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AC8404'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AC8404'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8502 ***********************************************************************
 AC8502  DESIGNATION -  K 1520
 AC8502  PID         -  AC8502
 AC8502  STATE/COUNTY-  TX/NUECES
 AC8502  USGS QUAD   -  OSO CREEK NW (1975)
 AC8502
 AC8502                         *CURRENT SURVEY CONTROL
 AC8502  ___________________________________________________________________
 AC8502* NAD 83(1986)-  27 44 49.     (N)    097 25 27.     (W)     SCALED    
 AC8502* NAVD 88     -        11.667  (meters)      38.28   (feet)  ADJUSTED  
 AC8502  ___________________________________________________________________
 AC8502  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AC8502  DYNAMIC HT  -          11.650 (meters)      38.22  (feet)  COMP
 AC8502  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 AC8502
 AC8502  VERT ORDER  -  FIRST     CLASS II
 AC8502
 AC8502.The horizontal coordinates were scaled from a topographic map and have
 AC8502.an estimated accuracy of +/- 6 seconds.
 AC8502
 AC8502.The orthometric height was determined by differential leveling
 AC8502.and adjusted by the National Geodetic Survey in December 1997..
 AC8502
 AC8502.The geoid height was determined by GEOID03.
 AC8502
 AC8502.The dynamic height is computed by dividing the NAVD 88
 AC8502.geopotential number by the normal gravity value computed on the
 AC8502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8502.degrees latitude (g = 980.6199 gals.).
 AC8502
 AC8502.The modeled gravity was interpolated from observed gravity values.
 AC8502
 AC8502;                    North         East    Units  Estimated Accuracy
 AC8502;SPC TX S     - 5,230,940.      406,060.      MT  (+/- 180 meters Scaled)
 AC8502
 AC8502                          SUPERSEDED SURVEY CONTROL
 AC8502
 AC8502.No superseded survey control is available for this station.
 AC8502
 AC8502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR553701(NAD 83)
 AC8502_MARKER: DV = VERTICAL CONTROL DISK
 AC8502_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8502_SP_SET: PIER
 AC8502_STAMPING: K 1520 1997
 AC8502_MARK LOGO: NGS   
 AC8502_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8502+STABILITY: POSITION/ELEVATION WELL
 AC8502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8502+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8502
 AC8502  HISTORY     - Date     Condition        Report By
 AC8502  HISTORY     - 1997     MONUMENTED       NGS
 AC8502
 AC8502                          STATION DESCRIPTION
 AC8502
 AC8502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8502'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 286 AND
 AC8502'GOLLIHAR ROAD, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY OF
 AC8502'3 CONCRETE COLUMNS OF THE 1ST PIER SOUTH OF THE NORTH ABUTMENT OF THE
 AC8502'NORTHBOUND HIGHWAY OVERPASS OF THE ROAD, 8.6 M (28.2 FT) NORTH OF THE
 AC8502'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 6.7 M (22.0 FT) EAST OF
 AC8502'THE CENTER OF THE HIGHWAY, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE
 AC8502'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0152 ***********************************************************************
 DN0152  DESIGNATION -  K 153
 DN0152  PID         -  DN0152
 DN0152  STATE/COUNTY-  TX/HUNT
 DN0152  USGS QUAD   -  GREENVILLE SE (1962)
 DN0152
 DN0152                         *CURRENT SURVEY CONTROL
 DN0152  ___________________________________________________________________
 DN0152* NAD 83(1986)-  33 01 19.     (N)    096 06 27.     (W)     SCALED    
 DN0152* NAVD 88     -       156.611  (meters)     513.81   (feet)  ADJUSTED  
 DN0152  ___________________________________________________________________
 DN0152  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 DN0152  DYNAMIC HT  -         156.439 (meters)     513.25  (feet)  COMP
 DN0152  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 DN0152
 DN0152  VERT ORDER  -  SECOND    CLASS 0
 DN0152
 DN0152.The horizontal coordinates were scaled from a topographic map and have
 DN0152.an estimated accuracy of +/- 6 seconds.
 DN0152
 DN0152.The orthometric height was determined by differential leveling
 DN0152.and adjusted by the National Geodetic Survey in June 1991..
 DN0152
 DN0152.The geoid height was determined by GEOID03.
 DN0152
 DN0152.The dynamic height is computed by dividing the NAVD 88
 DN0152.geopotential number by the normal gravity value computed on the
 DN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0152.degrees latitude (g = 980.6199 gals.).
 DN0152
 DN0152.The modeled gravity was interpolated from observed gravity values.
 DN0152
 DN0152;                    North         East    Units  Estimated Accuracy
 DN0152;SPC TXNC     - 2,152,830.      823,480.      MT  (+/- 180 meters Scaled)
 DN0152
 DN0152                          SUPERSEDED SURVEY CONTROL
 DN0152
 DN0152  NGVD 29 (??/??/92)  156.601  (m)          513.78   (f) ADJ UNCH    2 0
 DN0152
 DN0152.Superseded values are not recommended for survey control.
 DN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0152.See file dsdata.txt to determine how the superseded data were derived.
 DN0152
 DN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB701574(NAD 83)
 DN0152_MARKER: DB = BENCH MARK DISK
 DN0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0152_STAMPING: K 153 1933
 DN0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0152+STABILITY: SURFACE MOTION
 DN0152
 DN0152  HISTORY     - Date     Condition        Report By
 DN0152  HISTORY     - 1933     MONUMENTED       CGS
 DN0152  HISTORY     - 1946     GOOD             NGS
 DN0152  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0152
 DN0152                          STATION DESCRIPTION
 DN0152
 DN0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0152'8.9 MI S FROM GREENVILLE.
 DN0152'8.9 MILES SOUTH OF, ALONG S.P.RY.  CONCRETE POST, MILE 64.1, 2.3 MILES
 DN0152'NORTH OF CASH, 2.3 MILES SOUTH OF HARLOW SIDING, 55 FEET SOUTHWEST OF
 DN0152'HIGHWAY NO. 34 CROSSING, 180 FEET SOUTH OF T-JUNCTION OF CADDO MILLS
 DN0152'ROAD WITH HIGHWAY, SOUTHEAST OF A.W. CRAWFORD FARMHOUSE, 30 FEET WEST
 DN0152'OF RAILROAD CENTER-LINE.  TABLET ON TOP OF CONCRETE POST.
 DN0152
 DN0152                          STATION RECOVERY (1946)
 DN0152
 DN0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DN0152'RECOVERED IN GOOD CONDITION.
 DN0152
 DN0152                          STATION RECOVERY (1994)
 DN0152
 DN0152'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0406 ***********************************************************************
 DM0406  DESIGNATION -  K 155
 DM0406  PID         -  DM0406
 DM0406  STATE/COUNTY-  TX/LAMAR
 DM0406  USGS QUAD   -  DEPORT (1964)
 DM0406
 DM0406                         *CURRENT SURVEY CONTROL
 DM0406  ___________________________________________________________________
 DM0406* NAD 83(1986)-  33 31 40.     (N)    095 18 56.     (W)     SCALED    
 DM0406* NAVD 88     -       128.205  (meters)     420.62   (feet)  ADJUSTED  
 DM0406  ___________________________________________________________________
 DM0406  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DM0406  DYNAMIC HT  -         128.070 (meters)     420.18  (feet)  COMP
 DM0406  MODELED GRAV-     979,585.4   (mgal)                       NAVD 88
 DM0406
 DM0406  VERT ORDER  -  SECOND    CLASS 0
 DM0406
 DM0406.The horizontal coordinates were scaled from a topographic map and have
 DM0406.an estimated accuracy of +/- 6 seconds.
 DM0406
 DM0406.The orthometric height was determined by differential leveling
 DM0406.and adjusted by the National Geodetic Survey in June 1991..
 DM0406
 DM0406.The geoid height was determined by GEOID03.
 DM0406
 DM0406.The dynamic height is computed by dividing the NAVD 88
 DM0406.geopotential number by the normal gravity value computed on the
 DM0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0406.degrees latitude (g = 980.6199 gals.).
 DM0406
 DM0406.The modeled gravity was interpolated from observed gravity values.
 DM0406
 DM0406;                    North         East    Units  Estimated Accuracy
 DM0406;SPC TXNC     - 2,210,860.      895,740.      MT  (+/- 180 meters Scaled)
 DM0406
 DM0406                          SUPERSEDED SURVEY CONTROL
 DM0406
 DM0406  NGVD 29 (??/??/92)  128.201  (m)          420.61   (f) ADJ UNCH    2 0
 DM0406
 DM0406.Superseded values are not recommended for survey control.
 DM0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0406.See file dsdata.txt to determine how the superseded data were derived.
 DM0406
 DM0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT849122(NAD 83)
 DM0406_MARKER: DB = BENCH MARK DISK
 DM0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0406_SP_SET: BUILDING
 DM0406_STAMPING: K 155 1933
 DM0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0406
 DM0406  HISTORY     - Date     Condition        Report By
 DM0406  HISTORY     - 1933     MONUMENTED       CGS
 DM0406  HISTORY     - 1955     GOOD             NGS
 DM0406  HISTORY     - 19950613 GOOD             USPSQD
 DM0406
 DM0406                          STATION DESCRIPTION
 DM0406
 DM0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0406'IN DEPORT.
 DM0406'AT FIRST STATE BANK, AT SOUTHEAST CORNER OF BUILDING, 1.5 FEET ABOVE
 DM0406'SIDEWALK.  TABLET CEMENTED IN CENTER OF EAST VERTICAL FACE OF CORNER
 DM0406'FOUNDATION STONE.
 DM0406
 DM0406                          STATION RECOVERY (1955)
 DM0406
 DM0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DM0406'RECOVERED IN GOOD CONDITION.
 DM0406
 DM0406                          STATION RECOVERY (1995)
 DM0406
 DM0406'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0266 ***********************************************************************
 DM0266  DESIGNATION -  K 156
 DM0266  PID         -  DM0266
 DM0266  STATE/COUNTY-  TX/TITUS
 DM0266  USGS QUAD   -  MOUNT PLEASANT (1980)
 DM0266
 DM0266                         *CURRENT SURVEY CONTROL
 DM0266  ___________________________________________________________________
 DM0266* NAD 83(1986)-  33 09 12.     (N)    094 58 06.     (W)     SCALED    
 DM0266* NAVD 88     -       118.090  (meters)     387.43   (feet)  ADJUSTED  
 DM0266  ___________________________________________________________________
 DM0266  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DM0266  DYNAMIC HT  -         117.960 (meters)     387.01  (feet)  COMP
 DM0266  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 DM0266
 DM0266  VERT ORDER  -  SECOND    CLASS 0
 DM0266
 DM0266.The horizontal coordinates were scaled from a topographic map and have
 DM0266.an estimated accuracy of +/- 6 seconds.
 DM0266
 DM0266.The orthometric height was determined by differential leveling
 DM0266.and adjusted by the National Geodetic Survey in June 1991..
 DM0266
 DM0266.The geoid height was determined by GEOID03.
 DM0266
 DM0266.The dynamic height is computed by dividing the NAVD 88
 DM0266.geopotential number by the normal gravity value computed on the
 DM0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0266.degrees latitude (g = 980.6199 gals.).
 DM0266
 DM0266.The modeled gravity was interpolated from observed gravity values.
 DM0266
 DM0266;                    North         East    Units  Estimated Accuracy
 DM0266;SPC TXNC     - 2,170,390.      929,370.      MT  (+/- 180 meters Scaled)
 DM0266
 DM0266                          SUPERSEDED SURVEY CONTROL
 DM0266
 DM0266  NGVD 29 (??/??/92)  118.098  (m)          387.46   (f) ADJ UNCH    2 0
 DM0266
 DM0266.Superseded values are not recommended for survey control.
 DM0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0266.See file dsdata.txt to determine how the superseded data were derived.
 DM0266
 DM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS164700(NAD 83)
 DM0266_MARKER: DB = BENCH MARK DISK
 DM0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0266_SP_SET: ABUTMENT
 DM0266_STAMPING: K 156 1933
 DM0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0266
 DM0266  HISTORY     - Date     Condition        Report By
 DM0266  HISTORY     - 1933     MONUMENTED       CGS
 DM0266  HISTORY     - 1935     GOOD             NGS
 DM0266
 DM0266                          STATION DESCRIPTION
 DM0266
 DM0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0266'0.5 MI S FROM MT PLEASANT.
 DM0266'SOUTH END OF CONCRETE OVERPASS (R.R. NO. 158 A), CROSSING STATE
 DM0266'HIGHWAY NO. 65 (U.S. 271) TO PITTSBURG, TEXAS.  OPPOSITE MILEPOST 480,
 DM0266'BETWEEN TWO RAILROAD LINES.  AT ELEVATION OF BOTTOM OF RAILS. TABLET
 DM0266'CEMENTED IN TOP OF CONCRETE ABUTMENT.
 DM0266
 DM0266                          STATION RECOVERY (1935)
 DM0266
 DM0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0317 ***********************************************************************
 DM0317  DESIGNATION -  K 157
 DM0317  PID         -  DM0317
 DM0317  STATE/COUNTY-  TX/BOWIE
 DM0317  USGS QUAD   -  BASSETT (1975)
 DM0317
 DM0317                         *CURRENT SURVEY CONTROL
 DM0317  ___________________________________________________________________
 DM0317* NAD 83(1986)-  33 18 22.     (N)    094 34 25.     (W)     SCALED    
 DM0317* NAVD 88     -        79.892  (meters)     262.11   (feet)  ADJUSTED  
 DM0317  ___________________________________________________________________
 DM0317  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM0317  DYNAMIC HT  -          79.806 (meters)     261.83  (feet)  COMP
 DM0317  MODELED GRAV-     979,560.8   (mgal)                       NAVD 88
 DM0317
 DM0317  VERT ORDER  -  SECOND    CLASS 0
 DM0317
 DM0317.The horizontal coordinates were scaled from a topographic map and have
 DM0317.an estimated accuracy of +/- 6 seconds.
 DM0317
 DM0317.The orthometric height was determined by differential leveling
 DM0317.and adjusted by the National Geodetic Survey in June 1991..
 DM0317
 DM0317.The geoid height was determined by GEOID03.
 DM0317
 DM0317.The dynamic height is computed by dividing the NAVD 88
 DM0317.geopotential number by the normal gravity value computed on the
 DM0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0317.degrees latitude (g = 980.6199 gals.).
 DM0317
 DM0317.The modeled gravity was interpolated from observed gravity values.
 DM0317
 DM0317;                    North         East    Units  Estimated Accuracy
 DM0317;SPC TXNC     - 2,188,630.      965,530.      MT  (+/- 180 meters Scaled)
 DM0317
 DM0317                          SUPERSEDED SURVEY CONTROL
 DM0317
 DM0317  NGVD 29 (??/??/92)   79.905  (m)          262.15   (f) ADJ UNCH    2 0
 DM0317
 DM0317.Superseded values are not recommended for survey control.
 DM0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0317.See file dsdata.txt to determine how the superseded data were derived.
 DM0317
 DM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS535863(NAD 83)
 DM0317_MARKER: DB = BENCH MARK DISK
 DM0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0317_SP_SET: CULVERT
 DM0317_STAMPING: K 157 1933
 DM0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0317
 DM0317  HISTORY     - Date     Condition        Report By
 DM0317  HISTORY     - 1933     MONUMENTED       CGS
 DM0317  HISTORY     - 1965     MARK NOT FOUND   USGS
 DM0317  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0317
 DM0317                          STATION DESCRIPTION
 DM0317
 DM0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0317'10.1 MI NE FROM NAPLES.
 DM0317'10.1 MILES NORTHEAST OF, ALONG ST.LOUIS SOUTHWESTERN RY.  0.8 MILE
 DM0317'WEST OF BASSETTS SIDING, 15 TELEGRAPH POSTS WEST OF MILEPOST 451.  7
 DM0317'POSTS WEST OF DIRT ROAD CROSSING TRACK.  NORTH END OF RAILROAD
 DM0317'CULVERT, 22 FEET FROM TRACK C.L.  TABLET CEMENTED IN TOP OF CONCRETE
 DM0317'HEADWALL.  NOTE-- RAILROAD HAS BEEN REALIGNED.  MARK WAS PROBABLY
 DM0317'DESTROYED.
 DM0317
 DM0317                          STATION RECOVERY (1965)
 DM0317
 DM0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DM0317'MARK NOT FOUND.
 DM0317
 DM0317                          STATION RECOVERY (1997)
 DM0317
 DM0317'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0216 ***********************************************************************
 DM0216  DESIGNATION -  K 158
 DM0216  PID         -  DM0216
 DM0216  STATE/COUNTY-  TX/CASS
 DM0216  USGS QUAD   -  ATLANTA NORTH (1969)
 DM0216
 DM0216                         *CURRENT SURVEY CONTROL
 DM0216  ___________________________________________________________________
 DM0216* NAD 83(1986)-  33 12 33.     (N)    094 08 26.     (W)     SCALED    
 DM0216* NAVD 88     -        82.696  (meters)     271.31   (feet)  ADJUSTED  
 DM0216  ___________________________________________________________________
 DM0216  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DM0216  DYNAMIC HT  -          82.606 (meters)     271.02  (feet)  COMP
 DM0216  MODELED GRAV-     979,554.0   (mgal)                       NAVD 88
 DM0216
 DM0216  VERT ORDER  -  SECOND    CLASS 0
 DM0216
 DM0216.The horizontal coordinates were scaled from a topographic map and have
 DM0216.an estimated accuracy of +/- 6 seconds.
 DM0216
 DM0216.The orthometric height was determined by differential leveling
 DM0216.and adjusted by the National Geodetic Survey in June 1991..
 DM0216
 DM0216.The geoid height was determined by GEOID03.
 DM0216
 DM0216.The dynamic height is computed by dividing the NAVD 88
 DM0216.geopotential number by the normal gravity value computed on the
 DM0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0216.degrees latitude (g = 980.6199 gals.).
 DM0216
 DM0216.The modeled gravity was interpolated from observed gravity values.
 DM0216
 DM0216;                    North         East    Units  Estimated Accuracy
 DM0216;SPC TXNC     - 2,179,480.    1,006,270.      MT  (+/- 180 meters Scaled)
 DM0216
 DM0216                          SUPERSEDED SURVEY CONTROL
 DM0216
 DM0216  NGVD 29 (??/??/92)   82.728  (m)          271.42   (f) ADJ UNCH    2 0
 DM0216
 DM0216.Superseded values are not recommended for survey control.
 DM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0216.See file dsdata.txt to determine how the superseded data were derived.
 DM0216
 DM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS937750(NAD 83)
 DM0216_MARKER: DB = BENCH MARK DISK
 DM0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0216_SP_SET: CULVERT
 DM0216_STAMPING: K 158 1934
 DM0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0216
 DM0216  HISTORY     - Date     Condition        Report By
 DM0216  HISTORY     - 1934     MONUMENTED       CGS
 DM0216
 DM0216                          STATION DESCRIPTION
 DM0216
 DM0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0216'1.7 MI S FROM SPRINGDALE.
 DM0216'ABOUT 1.7 MILES SOUTH ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 DM0216'SPRINGDALE, CASS COUNTY, ABOUT 12 POLES SOUTH OF HOOPER CROSSING,
 DM0216'BETWEEN THE SECOND AND THIRD POLES NORTH OF MILEPOST 17, AT A CONCRETE
 DM0216'CULVERT, IN THE TOP OF THE EAST HEAD WALL, 30 FEET EAST OF THE CENTER
 DM0216'LINE OF THE TRACK, AND ABOUT 10 FEET LOWER THAN THE TRACK. A STANDARD
 DM0216'DISK, STAMPED K 158 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0064 ***********************************************************************
 CR0064  DESIGNATION -  K 159
 CR0064  PID         -  CR0064
 CR0064  STATE/COUNTY-  TX/HARRISON
 CR0064  USGS QUAD   -  WOODLAWN (1978)
 CR0064
 CR0064                         *CURRENT SURVEY CONTROL
 CR0064  ___________________________________________________________________
 CR0064* NAD 83(1986)-  32 38 50.     (N)    094 21 12.     (W)     SCALED    
 CR0064* NAVD 88     -        83.843  (meters)     275.07   (feet)  ADJUSTED  
 CR0064  ___________________________________________________________________
 CR0064  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR0064  DYNAMIC HT  -          83.748 (meters)     274.76  (feet)  COMP
 CR0064  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 CR0064
 CR0064  VERT ORDER  -  SECOND    CLASS 0
 CR0064
 CR0064.The horizontal coordinates were scaled from a topographic map and have
 CR0064.an estimated accuracy of +/- 6 seconds.
 CR0064
 CR0064.The orthometric height was determined by differential leveling
 CR0064.and adjusted by the National Geodetic Survey in June 1991..
 CR0064
 CR0064.The geoid height was determined by GEOID03.
 CR0064
 CR0064.The dynamic height is computed by dividing the NAVD 88
 CR0064.geopotential number by the normal gravity value computed on the
 CR0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0064.degrees latitude (g = 980.6199 gals.).
 CR0064
 CR0064.The modeled gravity was interpolated from observed gravity values.
 CR0064
 CR0064;                    North         East    Units  Estimated Accuracy
 CR0064;SPC TXNC     - 2,116,410.      988,910.      MT  (+/- 180 meters Scaled)
 CR0064
 CR0064                          SUPERSEDED SURVEY CONTROL
 CR0064
 CR0064  NGVD 29 (??/??/92)   83.89   (m)          275.2    (f) COMPUTED    2 0
 CR0064
 CR0064.Superseded values are not recommended for survey control.
 CR0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0064.See file dsdata.txt to determine how the superseded data were derived.
 CR0064
 CR0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS730129(NAD 83)
 CR0064_MARKER: DB = BENCH MARK DISK
 CR0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0064_SP_SET: FOUNDATION
 CR0064_STAMPING: K-159 1934
 CR0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0064
 CR0064  HISTORY     - Date     Condition        Report By
 CR0064  HISTORY     - 1934     MONUMENTED       CGS
 CR0064  HISTORY     - 1953     MARK NOT FOUND   LOCENG
 CR0064
 CR0064                          STATION DESCRIPTION
 CR0064
 CR0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0064'7.0 MI N FROM MARSHALL.
 CR0064'7.0 MILES NORTH OF, ALONG T. AND P. RY.  MILEPOST 59.7, 1.4 MILES
 CR0064'SOUTH OF WOODLAWN, NEAR NORTH END OF FILL, OUTSIDE OF CURVE, 12 FT.
 CR0064'WEST OF RAILROAD CENTER-LINE.  TABLET CEMENTED ON TOP OF SOUTHEAST
 CR0064'CORNER OF CONCRETE FOUNDATION OF SIGNAL TOWER.
 CR0064
 CR0064                          STATION RECOVERY (1953)
 CR0064
 CR0064'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 CR0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0339 ***********************************************************************
 CC0339  DESIGNATION -  K 16
 CC0339  PID         -  CC0339
 CC0339  STATE/COUNTY-  TX/REEVES
 CC0339  USGS QUAD   -  PECOS WEST (1981)
 CC0339
 CC0339                         *CURRENT SURVEY CONTROL
 CC0339  ___________________________________________________________________
 CC0339* NAD 83(1986)-  31 24 19.     (N)    103 33 34.     (W)     SCALED    
 CC0339* NAVD 88     -       805.523  (meters)    2642.79   (feet)  POSTED    
 CC0339  ___________________________________________________________________
 CC0339  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CC0339  DYNAMIC HT  -         804.350 (meters)    2638.94  (feet)  COMP
 CC0339  MODELED GRAV-     979,151.8   (mgal)                       NAVD 88
 CC0339
 CC0339  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0339
 CC0339.The horizontal coordinates were scaled from a topographic map and have
 CC0339.an estimated accuracy of +/- 6 seconds.
 CC0339
 CC0339.The orthometric height was determined by differential leveling
 CC0339.and adjusted by the National Geodetic Survey in 1992..
 CC0339.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0339.rate of 1.1 thru 2.0 mm/km.
 CC0339
 CC0339.The geoid height was determined by GEOID03.
 CC0339
 CC0339.The dynamic height is computed by dividing the NAVD 88
 CC0339.geopotential number by the normal gravity value computed on the
 CC0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0339.degrees latitude (g = 980.6199 gals.).
 CC0339
 CC0339.The modeled gravity was interpolated from observed gravity values.
 CC0339
 CC0339;                    North         East    Units  Estimated Accuracy
 CC0339;SPC TX C     - 3,197,180.      393,280.      MT  (+/- 180 meters Scaled)
 CC0339
 CC0339                          SUPERSEDED SURVEY CONTROL
 CC0339
 CC0339  NGVD 29 (??/??/92)  805.415  (m)         2642.43   (f) ADJ UNCH    1 2
 CC0339
 CC0339.Superseded values are not recommended for survey control.
 CC0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0339.See file dsdata.txt to determine how the superseded data were derived.
 CC0339
 CC0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ369754(NAD 83)
 CC0339_MARKER: P = PIPE CAP
 CC0339_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0339_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0339_STAMPING: K 16 ELEV 2644.037 FT
 CC0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0339
 CC0339  HISTORY     - Date     Condition        Report By
 CC0339  HISTORY     - UNK      MONUMENTED       CGS
 CC0339  HISTORY     - 1956     GOOD             NGS
 CC0339  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0339
 CC0339                          STATION DESCRIPTION
 CC0339
 CC0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0339'4.0 MI SW FROM PECOS.
 CC0339'4.0 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0339'STATION AT PECOS, 75 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 CC0339'80, 40.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 12.3 FEET NORTHEAST OF
 CC0339'THE 5TH POLE NORTHEAST OF MILEPOST 651, 2 FEET NORTHWEST OF A WITNESS
 CC0339'POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.8
 CC0339'FOOT ABOVE THE GROUND.
 CC0339
 CC0339                          STATION RECOVERY (1981)
 CC0339
 CC0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0339'NOTE=THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0165 ***********************************************************************
 CR0165  DESIGNATION -  K 160
 CR0165  PID         -  CR0165
 CR0165  STATE/COUNTY-  TX/GREGG
 CR0165  USGS QUAD   -  KILGORE NE (1971)
 CR0165
 CR0165                         *CURRENT SURVEY CONTROL
 CR0165  ___________________________________________________________________
 CR0165* NAD 83(1986)-  32 28 16.     (N)    094 46 07.     (W)     SCALED    
 CR0165* NAVD 88     -        87.672  (meters)     287.64   (feet)  ADJUSTED  
 CR0165  ___________________________________________________________________
 CR0165  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CR0165  DYNAMIC HT  -          87.572 (meters)     287.31  (feet)  COMP
 CR0165  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 CR0165
 CR0165  VERT ORDER  -  SECOND    CLASS 0
 CR0165
 CR0165.The horizontal coordinates were scaled from a topographic map and have
 CR0165.an estimated accuracy of +/- 6 seconds.
 CR0165
 CR0165.The orthometric height was determined by differential leveling
 CR0165.and adjusted by the National Geodetic Survey in June 1991..
 CR0165
 CR0165.The geoid height was determined by GEOID03.
 CR0165
 CR0165.The dynamic height is computed by dividing the NAVD 88
 CR0165.geopotential number by the normal gravity value computed on the
 CR0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0165.degrees latitude (g = 980.6199 gals.).
 CR0165
 CR0165.The modeled gravity was interpolated from observed gravity values.
 CR0165
 CR0165;                    North         East    Units  Estimated Accuracy
 CR0165;SPC TXNC     - 2,095,430.      950,680.      MT  (+/- 180 meters Scaled)
 CR0165
 CR0165                          SUPERSEDED SURVEY CONTROL
 CR0165
 CR0165  NGVD 29 (??/??/92)   87.702  (m)          287.74   (f) ADJ UNCH    2 0
 CR0165
 CR0165.Superseded values are not recommended for survey control.
 CR0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0165.See file dsdata.txt to determine how the superseded data were derived.
 CR0165
 CR0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR337940(NAD 83)
 CR0165_MARKER: DB = BENCH MARK DISK
 CR0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0165_STAMPING: K 160 1934
 CR0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0165+STABILITY: SURFACE MOTION
 CR0165
 CR0165  HISTORY     - Date     Condition        Report By
 CR0165  HISTORY     - 1934     MONUMENTED       CGS
 CR0165  HISTORY     - 1971     MARK NOT FOUND   USGS
 CR0165
 CR0165                          STATION DESCRIPTION
 CR0165
 CR0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0165'3.0 MI SW FROM LONGVIEW.
 CR0165'3.0 MILES SOUTHWEST OF LONGVIEW JUNCTION, ALONG INT. GREAT NORTHERN
 CR0165'R.R. DANZIG REFINERY, ABOUT 160 FEET WEST OF.  IN NORTHWEST CORNER OF
 CR0165'DIRT ROAD CROSSING, 30 FEET NORTH OF C.L.  14 YARDS NORTH OF NINTH
 CR0165'POST NORTH OF MILEPOST 78.  12 YARDS WEST OF TRACK C.L.  13 YARDS EAST
 CR0165'OF STATE HIGHWAY 26.  TABLET SET IN TOP OF CONCRETE POST IN THE R.R.
 CR0165'RIGHT OF WAY.
 CR0165
 CR0165                          STATION RECOVERY (1971)
 CR0165
 CR0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CR0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1289 ***********************************************************************
 DM1289  DESIGNATION -  K 160 RED RIVER
 DM1289  PID         -  DM1289
 DM1289  STATE/COUNTY-  TX/BOWIE
 DM1289  USGS QUAD   -  DE KALB (1950)
 DM1289
 DM1289                         *CURRENT SURVEY CONTROL
 DM1289  ___________________________________________________________________
 DM1289* NAD 83(1993)-  33 30 13.52028(N)    094 35 52.63377(W)     ADJUSTED  
 DM1289* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 DM1289  ___________________________________________________________________
 DM1289  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DM1289  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DM1289
 DM1289  HORZ ORDER  -  SECOND
 DM1289
 DM1289.The horizontal coordinates were established by classical geodetic methods
 DM1289.and adjusted by the National Geodetic Survey in February 1996..
 DM1289
 DM1289.The orthometric height was scaled from a topographic map.
 DM1289
 DM1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1289
 DM1289.The geoid height was determined by GEOID03.
 DM1289
 DM1289;                    North         East     Units Scale Factor Converg.
 DM1289;SPC TXNC     - 2,210,449.455   962,454.113   MT  0.99990366   +2 07 41.4
 DM1289;SPC TXNC     - 7,252,116.25  3,157,651.54   sFT  0.99990366   +2 07 41.4
 DM1289;UTM  15      - 3,708,278.290   351,572.293   MT  0.99987161   -0 52 56.0
 DM1289
 DM1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1289!SPC TXNC     -   0.99998445  x   0.99990366  =   0.99988811
 DM1289!UTM  15      -   0.99998445  x   0.99987161  =   0.99985606
 DM1289
 DM1289                          SUPERSEDED SURVEY CONTROL
 DM1289
 DM1289  NAD 83(1993)-  33 30 13.52200(N)    094 35 52.63197(W) AD(       ) 2
 DM1289  NAD 83(1986)-  33 30 13.52463(N)    094 35 52.62347(W) AD(       ) 2
 DM1289  NAD 27      -  33 30 13.11100(N)    094 35 51.87600(W) AD(       ) 2
 DM1289
 DM1289.Superseded values are not recommended for survey control.
 DM1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1289.See file dsdata.txt to determine how the superseded data were derived.
 DM1289
 DM1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT5157208278(NAD 83)
 DM1289_MARKER: DH = HORIZONTAL CONTROL DISK
 DM1289_SETTING: 0 = UNSPECIFIED SETTING
 DM1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1289
 DM1289  HISTORY     - Date     Condition        Report By
 DM1289  HISTORY     - 1952     MONUMENTED       USE
 DM1289
 DM1289                          STATION DESCRIPTION
 DM1289
 DM1289'DESCRIBED BY US ENGINEERS 1952 (DAJ)
 DM1289'STATION IS LOCATED ABOUT 1 MILE EAST SOUTHEAST OF DEKALB
 DM1289'ON THE RIGHT OF WAY OF U.S. HIGHWAY 82.  STATION IS 55 FEET
 DM1289'SOUTH OF THE CENTERLINE OF HIGHWAY AND 54 FEET NORTH
 DM1289'OF NORTH RAIL OF RAILROAD TRACKS.  THE MARK IS A STANDARD
 DM1289'U.S.E. DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 DM1289'WITH THE GROUND AND IS STAMPED K 160 1948 RED RIVER.
 DM1289'
 DM1289'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 DM1289'DEKALB AND THE DISTANCE IS 27.104 METERS, 88.92 FEET EAST.
 DM1289'
 DM1289'TO REACH FROM THE TRAFFIC LIGHT AND RAILROAD DEPOT IN DEKALB
 DM1289'GO EASTERLY ON U.S. HIGHWAY 82 FOR 1.1 MILES TO STATION
 DM1289'ON RIGHT OR SOUTH SIDE OF ROAD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0460 ***********************************************************************
 CR0460  DESIGNATION -  K 161
 CR0460  PID         -  CR0460
 CR0460  STATE/COUNTY-  TX/CHEROKEE
 CR0460  USGS QUAD   -  TECULA (1973)
 CR0460
 CR0460                         *CURRENT SURVEY CONTROL
 CR0460  ___________________________________________________________________
 CR0460* NAD 83(1986)-  32 04 05.     (N)    095 08 53.     (W)     SCALED    
 CR0460* NAVD 88     -       109.322  (meters)     358.67   (feet)  ADJUSTED  
 CR0460  ___________________________________________________________________
 CR0460  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CR0460  DYNAMIC HT  -         109.192 (meters)     358.24  (feet)  COMP
 CR0460  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 CR0460
 CR0460  VERT ORDER  -  SECOND    CLASS 0
 CR0460
 CR0460.The horizontal coordinates were scaled from a topographic map and have
 CR0460.an estimated accuracy of +/- 6 seconds.
 CR0460
 CR0460.The orthometric height was determined by differential leveling
 CR0460.and adjusted by the National Geodetic Survey in June 1991..
 CR0460
 CR0460.The geoid height was determined by GEOID03.
 CR0460
 CR0460.The dynamic height is computed by dividing the NAVD 88
 CR0460.geopotential number by the normal gravity value computed on the
 CR0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0460.degrees latitude (g = 980.6199 gals.).
 CR0460
 CR0460.The modeled gravity was interpolated from observed gravity values.
 CR0460
 CR0460;                    North         East    Units  Estimated Accuracy
 CR0460;SPC TX C     - 3,277,630.    1,189,460.      MT  (+/- 180 meters Scaled)
 CR0460
 CR0460                          SUPERSEDED SURVEY CONTROL
 CR0460
 CR0460  NGVD 29 (??/??/92)  109.358  (m)          358.79   (f) ADJ UNCH    2 0
 CR0460
 CR0460.Superseded values are not recommended for survey control.
 CR0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0460.See file dsdata.txt to determine how the superseded data were derived.
 CR0460
 CR0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR972499(NAD 83)
 CR0460_MARKER: DB = BENCH MARK DISK
 CR0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0460_STAMPING: K-161 1934
 CR0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0460+STABILITY: SURFACE MOTION
 CR0460
 CR0460  HISTORY     - Date     Condition        Report By
 CR0460  HISTORY     - 1934     MONUMENTED       CGS
 CR0460  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0460
 CR0460                          STATION DESCRIPTION
 CR0460
 CR0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0460'5.7 MI SW FROM TROUP.
 CR0460'5.7 MILES SOUTHWEST OF, ALONG I. AND G.N.R.R. 70 FEET WEST OF POLE
 CR0460'MARKED 39/20, 67 FEET SOUTHEAST OF ROAD PARALLELING TRACKS, 45 FEET
 CR0460'NORTHWEST OF MAIN LINE TRACK, 42 FEET SOUTHEAST OF RIGHT OF WAY FENCE
 CR0460'ON GROUND SLOPING TO THE SOUTHEAST.  TABLET SET IN A PRECASTED POST
 CR0460'STAMPED, K-161, 1934.
 CR0460
 CR0460                          STATION RECOVERY (1973)
 CR0460
 CR0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0510 ***********************************************************************
 CR0510  DESIGNATION -  K 162
 CR0510  PID         -  CR0510
 CR0510  STATE/COUNTY-  TX/ANDERSON
 CR0510  USGS QUAD   -  POYNOR (1984)
 CR0510
 CR0510                         *CURRENT SURVEY CONTROL
 CR0510  ___________________________________________________________________
 CR0510* NAD 83(1986)-  32 03 18.     (N)    095 30 32.     (W)     SCALED    
 CR0510* NAVD 88     -       135.966  (meters)     446.08   (feet)  ADJUSTED  
 CR0510  ___________________________________________________________________
 CR0510  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CR0510  DYNAMIC HT  -         135.804 (meters)     445.55  (feet)  COMP
 CR0510  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 CR0510
 CR0510  VERT ORDER  -  SECOND    CLASS 0
 CR0510
 CR0510.The horizontal coordinates were scaled from a topographic map and have
 CR0510.an estimated accuracy of +/- 6 seconds.
 CR0510
 CR0510.The orthometric height was determined by differential leveling
 CR0510.and adjusted by the National Geodetic Survey in June 1991..
 CR0510
 CR0510.The geoid height was determined by GEOID03.
 CR0510
 CR0510.The dynamic height is computed by dividing the NAVD 88
 CR0510.geopotential number by the normal gravity value computed on the
 CR0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0510.degrees latitude (g = 980.6199 gals.).
 CR0510
 CR0510.The modeled gravity was interpolated from observed gravity values.
 CR0510
 CR0510;                    North         East    Units  Estimated Accuracy
 CR0510;SPC TX C     - 3,274,660.    1,155,490.      MT  (+/- 180 meters Scaled)
 CR0510
 CR0510                          SUPERSEDED SURVEY CONTROL
 CR0510
 CR0510  NGVD 29 (??/??/92)  135.990  (m)          446.16   (f) ADJ UNCH    2 0
 CR0510
 CR0510.Superseded values are not recommended for survey control.
 CR0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0510.See file dsdata.txt to determine how the superseded data were derived.
 CR0510
 CR0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR631492(NAD 83)
 CR0510_MARKER: DB = BENCH MARK DISK
 CR0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0510_SP_SET: FOOTING
 CR0510_STAMPING: K-162 1934
 CR0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0510
 CR0510  HISTORY     - Date     Condition        Report By
 CR0510  HISTORY     - 1934     MONUMENTED       CGS
 CR0510
 CR0510                          STATION DESCRIPTION
 CR0510
 CR0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0510'16.4 MI NW FROM JACKSONVILLE.
 CR0510'16.4 MILES NORTHWEST OF, ALONG T.AND N.O.R.R.  IN THE TOWN OF
 CR0510'FRANKSTON, .45 MILE NORTH OF T. AND N.O.R.R. TRACKS ALONG COMMERCE
 CR0510'STREET, .3 MILE WEST OF FRANKSTON SCHOOL BUILDING, IN SOUTHWEST
 CR0510'FOOTING OF 100 FOOT HIGH WATER TOWER.  TABLET SET HORIZONTALLY IN
 CR0510'CONCRETE FOOTING STAMPED, K-162, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0838 ***********************************************************************
 BY0838  DESIGNATION -  K 163
 BY0838  PID         -  BY0838
 BY0838  STATE/COUNTY-  TX/POLK
 BY0838  USGS QUAD   -  DIBOLL (1980)
 BY0838
 BY0838                         *CURRENT SURVEY CONTROL
 BY0838  ___________________________________________________________________
 BY0838* NAD 83(1986)-  31 08 00.     (N)    094 48 43.     (W)     SCALED    
 BY0838* NAVD 88     -        45.83   (+/-2cm)     150.4    (feet)  VERTCON   
 BY0838  ___________________________________________________________________
 BY0838  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BY0838
 BY0838  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0838
 BY0838.The horizontal coordinates were scaled from a topographic map and have
 BY0838.an estimated accuracy of +/- 6 seconds.
 BY0838
 BY0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0838.The vertical order pertains to the NGVD 29 superseded value.
 BY0838
 BY0838.The geoid height was determined by GEOID03.
 BY0838
 BY0838;                    North         East    Units  Estimated Accuracy
 BY0838;SPC TX C     - 3,175,650.    1,226,300.      MT  (+/- 180 meters Scaled)
 BY0838
 BY0838                          SUPERSEDED SURVEY CONTROL
 BY0838
 BY0838  NGVD 29 (??/??/92)   45.867  (m)          150.48   (f) ADJ UNCH    2 0
 BY0838
 BY0838.Superseded values are not recommended for survey control.
 BY0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0838.See file dsdata.txt to determine how the superseded data were derived.
 BY0838
 BY0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ272457(NAD 83)
 BY0838_MARKER: DB = BENCH MARK DISK
 BY0838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0838_SP_SET: BRIDGE ABUTMENT
 BY0838_STAMPING: 150.676 K 163 1934
 BY0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0838
 BY0838  HISTORY     - Date     Condition        Report By
 BY0838  HISTORY     - 1934     MONUMENTED       CGS
 BY0838  HISTORY     - 1942     GOOD             NGS
 BY0838
 BY0838                          STATION DESCRIPTION
 BY0838
 BY0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 BY0838'3.7 MI S FROM DIBOLL.
 BY0838'IN POLK COUNTY, 3.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS
 BY0838'RAILROAD FROM DIBOLL, ANGELINA COUNTY, AT MILEAGE 102.9, AT THE BRIDGE
 BY0838'OVER NECHES RIVER, AND IN THE TOP OF THE EAST END OF THE SOUTH
 BY0838'CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED 150.676 K 163 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0882 ***********************************************************************
 BL0882  DESIGNATION -  K 164
 BL0882  PID         -  BL0882
 BL0882  STATE/COUNTY-  TX/POLK
 BL0882  USGS QUAD   -  CARLISLE (1972)
 BL0882
 BL0882                         *CURRENT SURVEY CONTROL
 BL0882  ___________________________________________________________________
 BL0882* NAD 83(1986)-  30 49 04.     (N)    095 08 23.     (W)     SCALED    
 BL0882* NAVD 88     -        36.80   (+/-2cm)     120.7    (feet)  VERTCON   
 BL0882  ___________________________________________________________________
 BL0882  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL0882
 BL0882  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0882
 BL0882.The horizontal coordinates were scaled from a topographic map and have
 BL0882.an estimated accuracy of +/- 6 seconds.
 BL0882
 BL0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0882.The vertical order pertains to the NGVD 29 superseded value.
 BL0882
 BL0882.The geoid height was determined by GEOID03.
 BL0882
 BL0882;                    North         East    Units  Estimated Accuracy
 BL0882;SPC TX C     - 3,139,200.    1,196,720.      MT  (+/- 180 meters Scaled)
 BL0882
 BL0882                          SUPERSEDED SURVEY CONTROL
 BL0882
 BL0882  NGVD 29 (??/??/92)   36.823  (m)          120.81   (f) ADJ UNCH    2 0
 BL0882
 BL0882.Superseded values are not recommended for survey control.
 BL0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0882.See file dsdata.txt to determine how the superseded data were derived.
 BL0882
 BL0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ953113(NAD 83)
 BL0882_MARKER: DB = BENCH MARK DISK
 BL0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0882_STAMPING: K 164 1934
 BL0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0882+STABILITY: SURFACE MOTION
 BL0882
 BL0882  HISTORY     - Date     Condition        Report By
 BL0882  HISTORY     - 1934     MONUMENTED       CGS
 BL0882  HISTORY     - 1934     GOOD             NGS
 BL0882  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0882
 BL0882                          STATION DESCRIPTION
 BL0882
 BL0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BL0882'2 MI W FROM ONALASKA.
 BL0882'ABOUT 2 MILES WEST ALONG THE ABANDONED WACO, BEAUMONT, TRINITY AND
 BL0882'SABINE RAILWAY FROM ONALASKA, POLK COUNTY, ABOUT 350 FEET EAST OF
 BL0882'MILEPOST 32, 40 FEET EAST OF A TRESTLE, AND 20 FEET SOUTH OF THE
 BL0882'TRACK.  A STANDARD DISK, STAMPED K 164 1934 AND SET IN THE TOP OF A
 BL0882'CONCRETE POST.
 BL0882
 BL0882                          STATION RECOVERY (1997)
 BL0882
 BL0882'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0036 ***********************************************************************
 BL0036  DESIGNATION -  K 165
 BL0036  PID         -  BL0036
 BL0036  STATE/COUNTY-  TX/TYLER
 BL0036  USGS QUAD   -  WOODVILLE (1984)
 BL0036
 BL0036                         *CURRENT SURVEY CONTROL
 BL0036  ___________________________________________________________________
 BL0036* NAD 83(1986)-  30 46 25.     (N)    094 24 44.     (W)     SCALED    
 BL0036* NAVD 88     -        70.82   (+/-2cm)     232.3    (feet)  VERTCON   
 BL0036  ___________________________________________________________________
 BL0036  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BL0036
 BL0036  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0036
 BL0036.The horizontal coordinates were scaled from a topographic map and have
 BL0036.an estimated accuracy of +/- 6 seconds.
 BL0036
 BL0036.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0036.The vertical order pertains to the NGVD 29 superseded value.
 BL0036
 BL0036.The geoid height was determined by GEOID03.
 BL0036
 BL0036;                    North         East    Units  Estimated Accuracy
 BL0036;SPC TX C     - 3,137,790.    1,266,490.      MT  (+/- 180 meters Scaled)
 BL0036
 BL0036                          SUPERSEDED SURVEY CONTROL
 BL0036
 BL0036  NGVD 29 (??/??/92)   70.82   (m)          232.3    (f) COMPUTED    2 0
 BL0036
 BL0036.Superseded values are not recommended for survey control.
 BL0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0036.See file dsdata.txt to determine how the superseded data were derived.
 BL0036
 BL0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ648053(NAD 83)
 BL0036_MARKER: DB = BENCH MARK DISK
 BL0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0036_STAMPING: K-165 1934
 BL0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0036+STABILITY: SURFACE MOTION
 BL0036
 BL0036  HISTORY     - Date     Condition        Report By
 BL0036  HISTORY     - 1934     MONUMENTED       CGS
 BL0036
 BL0036                          STATION DESCRIPTION
 BL0036
 BL0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0036'IN WOODVILLE.
 BL0036'AT RAILWAY STATION AT WOODVILLE.  33 FEET WEST OF CENTER LINE OF TEXAS
 BL0036'AND NEW ORLEANS MAIN LINE TRACK.  30 FEET NORTH OF CENTER LINE OF
 BL0036'HIGHWAY NO. 45.  17 FEET SOUTH OF SOUTH END OF WOODVILLE RAILWAY
 BL0036'STATION.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0037 ***********************************************************************
 BL0037  DESIGNATION -  K 165 RESET 1938
 BL0037  PID         -  BL0037
 BL0037  STATE/COUNTY-  TX/TYLER
 BL0037  USGS QUAD   -  WOODVILLE (1984)
 BL0037
 BL0037                         *CURRENT SURVEY CONTROL
 BL0037  ___________________________________________________________________
 BL0037* NAD 83(1986)-  30 46 25.     (N)    094 24 45.     (W)     SCALED    
 BL0037* NAVD 88     -        70.84   (+/-2cm)     232.4    (feet)  VERTCON   
 BL0037  ___________________________________________________________________
 BL0037  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BL0037
 BL0037  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0037
 BL0037.The horizontal coordinates were scaled from a topographic map and have
 BL0037.an estimated accuracy of +/- 6 seconds.
 BL0037
 BL0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0037.The vertical order pertains to the NGVD 29 superseded value.
 BL0037
 BL0037.The geoid height was determined by GEOID03.
 BL0037
 BL0037;                    North         East    Units  Estimated Accuracy
 BL0037;SPC TX C     - 3,137,790.    1,266,470.      MT  (+/- 180 meters Scaled)
 BL0037
 BL0037                          SUPERSEDED SURVEY CONTROL
 BL0037
 BL0037  NGVD 29 (??/??/92)   70.835  (m)          232.40   (f) ADJ UNCH    2 0
 BL0037
 BL0037.Superseded values are not recommended for survey control.
 BL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0037.See file dsdata.txt to determine how the superseded data were derived.
 BL0037
 BL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ648053(NAD 83)
 BL0037_MARKER: DB = BENCH MARK DISK
 BL0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0037_STAMPING: K 165 RESET 1938
 BL0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0037+STABILITY: SURFACE MOTION
 BL0037
 BL0037  HISTORY     - Date     Condition        Report By
 BL0037  HISTORY     - 1938     MONUMENTED       TXHD
 BL0037  HISTORY     - 1949     GOOD             NGS
 BL0037
 BL0037                          STATION DESCRIPTION
 BL0037
 BL0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BL0037'IN WOODVILLE.
 BL0037'AT WOODVILLE, TYLER COUNTY, AT THE TEXAS AND NEW ORLEANS RAILROAD
 BL0037'STATION, 7 FEET SOUTH OF THE SOUTH END OF THE BUILDING, AND 39 FEET
 BL0037'WEST OF THE CENTERLINE OF THE MAIN TRACK.  SET IN THE TOP OF A
 BL0037'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1138 ***********************************************************************
 AW1138  DESIGNATION -  K 169
 AW1138  PID         -  AW1138
 AW1138  STATE/COUNTY-  TX/GALVESTON
 AW1138  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1138
 AW1138                         *CURRENT SURVEY CONTROL
 AW1138  ___________________________________________________________________
 AW1138* NAD 83(1986)-  29 21 50.     (N)    094 55 11.     (W)     SCALED    
 AW1138* NAVD 88     -         0.86   (+/-2cm)       2.8    (feet)  VERTCON   
 AW1138  ___________________________________________________________________
 AW1138  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AW1138
 AW1138  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1138
 AW1138.The horizontal coordinates were scaled from a topographic map and have
 AW1138.an estimated accuracy of +/- 6 seconds.
 AW1138
 AW1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1138.The vertical order pertains to the NGVD 29 superseded value.
 AW1138
 AW1138.The geoid height was determined by GEOID03.
 AW1138
 AW1138;                    North         East    Units  Estimated Accuracy
 AW1138;SPC TXSC     - 4,176,540.      996,040.      MT  (+/- 180 meters Scaled)
 AW1138
 AW1138                          SUPERSEDED SURVEY CONTROL
 AW1138
 AW1138  NGVD 29 (??/??/92)    0.856  (m)            2.81   (f) ADJ UNCH    1 1
 AW1138
 AW1138.Superseded values are not recommended for survey control.
 AW1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1138.See file dsdata.txt to determine how the superseded data were derived.
 AW1138
 AW1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN136498(NAD 83)
 AW1138_MARKER: DB = BENCH MARK DISK
 AW1138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1138_SP_SET: CULVERT
 AW1138_STAMPING: K 169 1936 ELEV. 6.427 FT.
 AW1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1138+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AW1138
 AW1138  HISTORY     - Date     Condition        Report By
 AW1138  HISTORY     - 1936     MONUMENTED       CGS
 AW1138  HISTORY     - 1973     GOOD             NGS
 AW1138  HISTORY     - 1976     GOOD             NGS
 AW1138  HISTORY     - 1976     GOOD             NGS
 AW1138  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1138  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 AW1138  HISTORY     - 20040129 GOOD             USPSQD
 AW1138  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW1138  HISTORY     - 20050607 GOOD             USPSQD
 AW1138
 AW1138                          STATION DESCRIPTION
 AW1138
 AW1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1138'2.1 MI SW FROM TEXAS CITY.
 AW1138'2.1 MILES SOUTHWEST ALONG LOOP 197 (6TH STREET) FROM THE POST OFFICE
 AW1138'AT TEXAS CITY, AT THE CROSSING OF THE TEXAS CITY TERMINAL RAILROAD, IN
 AW1138'THE TOP AND 2.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 AW1138'CONCRETE HEADWALL OF A 3-CHANNEL PIPE CULVERT UNDER THE RAILROAD, 93
 AW1138'1/2 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 39 FEET WEST OF THE
 AW1138'CENTER LINE OF THE ROAD, 8.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AW1138'ABOUT LEVEL WITH THE ROAD AND TRACK.
 AW1138
 AW1138                          STATION RECOVERY (1976)
 AW1138
 AW1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1138'RECOVERED IN GOOD CONDITION.
 AW1138
 AW1138                          STATION RECOVERY (1976)
 AW1138
 AW1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1138'RECOVERED IN GOOD CONDITION.
 AW1138
 AW1138                          STATION RECOVERY (1978)
 AW1138
 AW1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1138'NOT RECOVERED.  NOTE=A NEW ROAD IS BEING BUILT AND THE HEADWALL
 AW1138'IS GONE.
 AW1138
 AW1138                          STATION RECOVERY (1999)
 AW1138
 AW1138'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1138'MARK NOT FOUND.
 AW1138
 AW1138                          STATION RECOVERY (2004)
 AW1138
 AW1138'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1138'RECOVERED IN GOOD CONDITION.
 AW1138
 AW1138                          STATION RECOVERY (2005)
 AW1138
 AW1138'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1138'MARK FOUND AT N29 21 49.1  W094 55 11.3
 AW1138
 AW1138                          STATION RECOVERY (2005)
 AW1138
 AW1138'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1138'MARK FOUND AT N29 21 49.1  W094 55 11.3
 AW1138'DEB. MARK WAS FOUND GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0183 ***********************************************************************
 CD0183  DESIGNATION -  K 17
 CD0183  PID         -  CD0183
 CD0183  STATE/COUNTY-  TX/CULBERSON
 CD0183  USGS QUAD   -  PLATEAU (1979)
 CD0183
 CD0183                         *CURRENT SURVEY CONTROL
 CD0183  ___________________________________________________________________
 CD0183* NAD 83(1986)-  31 03 33.     (N)    104 36 15.     (W)     SCALED    
 CD0183* NAVD 88     -      1178.251  (meters)    3865.65   (feet)  POSTED    
 CD0183  ___________________________________________________________________
 CD0183  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0183  DYNAMIC HT  -        1176.410 (meters)    3859.61  (feet)  COMP
 CD0183  MODELED GRAV-     979,041.7   (mgal)                       NAVD 88
 CD0183
 CD0183  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CD0183
 CD0183.The horizontal coordinates were scaled from a topographic map and have
 CD0183.an estimated accuracy of +/- 6 seconds.
 CD0183
 CD0183.The orthometric height was determined by differential leveling
 CD0183.and adjusted by the National Geodetic Survey in 1992..
 CD0183.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CD0183.rate of 1.1 thru 2.0 mm/km.
 CD0183
 CD0183.The geoid height was determined by GEOID03.
 CD0183
 CD0183.The dynamic height is computed by dividing the NAVD 88
 CD0183.geopotential number by the normal gravity value computed on the
 CD0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0183.degrees latitude (g = 980.6199 gals.).
 CD0183
 CD0183.The modeled gravity was interpolated from observed gravity values.
 CD0183
 CD0183;                    North         East    Units  Estimated Accuracy
 CD0183;SPC TX C     - 3,162,190.      292,520.      MT  (+/- 180 meters Scaled)
 CD0183
 CD0183                          SUPERSEDED SURVEY CONTROL
 CD0183
 CD0183  NGVD 29 (??/??/92) 1177.761  (m)         3864.04   (f) ADJ UNCH    1 2
 CD0183
 CD0183.Superseded values are not recommended for survey control.
 CD0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0183.See file dsdata.txt to determine how the superseded data were derived.
 CD0183
 CD0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ377362(NAD 83)
 CD0183_MARKER: DB = BENCH MARK DISK
 CD0183_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0183_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0183_STAMPING: K 17 ELEV 3864.090 FT
 CD0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0183
 CD0183  HISTORY     - Date     Condition        Report By
 CD0183  HISTORY     - UNK      MONUMENTED       CGS
 CD0183  HISTORY     - 1956     GOOD             NGS
 CD0183
 CD0183                          STATION DESCRIPTION
 CD0183
 CD0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0183'2.8 MI W FROM PLATEAU.
 CD0183'2.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0183'FOREMANS HOUSE AT PLATEAU, 21 FEET WEST OF THE 8TH POLE EAST OF
 CD0183'MILEPOST 722, 42.2 FEET SOUTH OF THE SOUTH RAIL, 6.3 FEET NORTH OF A
 CD0183'FENCE, 2.5 FEET BELOW THE TOP OF THE RAILS, SCREWED ON THE TOP OF A 3
 CD0183'1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2585 ***********************************************************************
 AW2585  DESIGNATION -  K 171
 AW2585  PID         -  AW2585
 AW2585  STATE/COUNTY-  TX/GALVESTON
 AW2585  USGS QUAD   -  FLAKE (1994)
 AW2585
 AW2585                         *CURRENT SURVEY CONTROL
 AW2585  ___________________________________________________________________
 AW2585* NAD 83(1986)-  29 24 16.     (N)    094 43 17.     (W)     SCALED    
 AW2585* NAVD 88     -         1.69   (+/-2cm)       5.5    (feet)  VERTCON   
 AW2585  ___________________________________________________________________
 AW2585  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AW2585
 AW2585  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2585
 AW2585.The horizontal coordinates were scaled from a topographic map and have
 AW2585.an estimated accuracy of +/- 6 seconds.
 AW2585
 AW2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2585.The vertical order pertains to the NGVD 29 superseded value.
 AW2585
 AW2585.The geoid height was determined by GEOID03.
 AW2585
 AW2585;                    North         East    Units  Estimated Accuracy
 AW2585;SPC TXSC     - 4,181,720.    1,015,120.      MT  (+/- 180 meters Scaled)
 AW2585
 AW2585                          SUPERSEDED SURVEY CONTROL
 AW2585
 AW2585  NGVD 29 (??/??/92)    1.69   (m)            5.5    (f) COMPUTED    1 2
 AW2585
 AW2585.Superseded values are not recommended for survey control.
 AW2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2585.See file dsdata.txt to determine how the superseded data were derived.
 AW2585
 AW2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN329540(NAD 83)
 AW2585_MARKER: DB = BENCH MARK DISK
 AW2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2585_STAMPING: K-171 1936
 AW2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2585+STABILITY: SURFACE MOTION
 AW2585
 AW2585  HISTORY     - Date     Condition        Report By
 AW2585  HISTORY     - 1936     MONUMENTED       CGS
 AW2585  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2585  HISTORY     - 19990902 MARK NOT FOUND   USPSQD
 AW2585  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 AW2585  HISTORY     - 20020708 MARK NOT FOUND   USPSQD
 AW2585  HISTORY     - 20031009 MARK NOT FOUND   USPSQD
 AW2585  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 AW2585
 AW2585                          STATION DESCRIPTION
 AW2585
 AW2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2585'3.9 MI NE FROM PORT BOLIVAR.
 AW2585'3.9 MILES NORTHEAST OF FERRY LANDING ALONG STATE HIGHWAY 87 BETWEEN
 AW2585'PORT BOLIVAR AND HIGH ISLAND, 4 1/2 TELEPHONE POLES NORTHEAST OF MILE
 AW2585'POST 11 OF THE RAILROAD, 40 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW2585'HIGHWAY, BETWEEN THE HIGHWAY AND THE RAILROAD, AND 1 FOOT EAST OF
 AW2585'FENCE LINE.
 AW2585
 AW2585                          STATION RECOVERY (1953)
 AW2585
 AW2585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2585'MARK NOT FOUND.
 AW2585
 AW2585                          STATION RECOVERY (1999)
 AW2585
 AW2585'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2585'MARK NOT FOUND.
 AW2585
 AW2585                          STATION RECOVERY (2001)
 AW2585
 AW2585'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW2585'MARK NOT FOUND.
 AW2585
 AW2585                          STATION RECOVERY (2002)
 AW2585
 AW2585'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW2585'MARK NOT FOUND.
 AW2585
 AW2585                          STATION RECOVERY (2003)
 AW2585
 AW2585'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW2585'MARK NOT FOUND.
 AW2585
 AW2585                          STATION RECOVERY (2004)
 AW2585
 AW2585'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1234 ***********************************************************************
 AN1234  DESIGNATION -  K 175
 AN1234  PID         -  AN1234
 AN1234  STATE/COUNTY-  TX/REFUGIO
 AN1234  USGS QUAD   -  REFUGIO (1979)
 AN1234
 AN1234                         *CURRENT SURVEY CONTROL
 AN1234  ___________________________________________________________________
 AN1234* NAD 83(1986)-  28 17 19.     (N)    097 19 14.     (W)     SCALED    
 AN1234* NAVD 88     -        16.26   (+/-2cm)      53.3    (feet)  VERTCON   
 AN1234  ___________________________________________________________________
 AN1234  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1234
 AN1234  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1234
 AN1234.The horizontal coordinates were scaled from a topographic map and have
 AN1234.an estimated accuracy of +/- 6 seconds.
 AN1234
 AN1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1234.The vertical order pertains to the NGVD 29 superseded value.
 AN1234
 AN1234.The geoid height was determined by GEOID03.
 AN1234
 AN1234;                    North         East    Units  Estimated Accuracy
 AN1234;SPC TXSC     - 4,051,640.      764,750.      MT  (+/- 180 meters Scaled)
 AN1234
 AN1234                          SUPERSEDED SURVEY CONTROL
 AN1234
 AN1234  NGVD 29 (??/??/92)   16.41   (m)           53.8    (f) COMPUTED    1 2
 AN1234
 AN1234.Superseded values are not recommended for survey control.
 AN1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1234.See file dsdata.txt to determine how the superseded data were derived.
 AN1234
 AN1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS646303(NAD 83)
 AN1234_MARKER: DB = BENCH MARK DISK
 AN1234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1234_SP_SET: TOWER
 AN1234_STAMPING: K 175 1950
 AN1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1234
 AN1234  HISTORY     - Date     Condition        Report By
 AN1234  HISTORY     - 1950     MONUMENTED       CGS
 AN1234  HISTORY     - 19940716 GOOD             USPSQD
 AN1234  HISTORY     - 19990724 GOOD             USPSQD
 AN1234
 AN1234                          STATION DESCRIPTION
 AN1234
 AN1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN1234'3.4 MI SW FROM REFUGIO.
 AN1234'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 FROM THE COURTHOUSE AT
 AN1234'REFUGIO, THENCE 0.5 MILE NORTHWEST ALONG AN OILED ROAD, THENCE 0.9
 AN1234'MILE WEST ALONG AN OILED ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED
 AN1234'ROAD, 0.25 MILE EAST OF THE EAST HANGAR OF THE ROOKE AIRPORT, 152 FEET
 AN1234'NORTHEAST OF THE EXTENDED CENTER LINE OF THE NORTHWEST AND SOUTHEAST
 AN1234'RUNWAY, 112 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 AN1234'SET IN THE TOP OF THE NORTHEAST BASE OF AN ABANDONED OIL WELL TOWER.
 AN1234
 AN1234                          STATION RECOVERY (1994)
 AN1234
 AN1234'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1234'RECOVERED IN GOOD CONDITION.
 AN1234
 AN1234                          STATION RECOVERY (1999)
 AN1234
 AN1234'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1019 ***********************************************************************
 AB1019  DESIGNATION -  K 177
 AB1019  PID         -  AB1019
 AB1019  STATE/COUNTY-  TX/KENEDY
 AB1019  USGS QUAD   -  ARMSTRONG (1982)
 AB1019
 AB1019                         *CURRENT SURVEY CONTROL
 AB1019  ___________________________________________________________________
 AB1019* NAD 83(1986)-  26 56 10.     (N)    097 45 56.     (W)     SCALED    
 AB1019* NAVD 88     -         8.160  (meters)      26.77   (feet)  ADJUSTED  
 AB1019  ___________________________________________________________________
 AB1019  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AB1019  DYNAMIC HT  -           8.147 (meters)      26.73  (feet)  COMP
 AB1019  MODELED GRAV-     979,078.3   (mgal)                       NAVD 88
 AB1019
 AB1019  VERT ORDER  -  FIRST     CLASS II
 AB1019
 AB1019.The horizontal coordinates were scaled from a topographic map and have
 AB1019.an estimated accuracy of +/- 6 seconds.
 AB1019
 AB1019.The orthometric height was determined by differential leveling
 AB1019.and adjusted by the National Geodetic Survey in June 1991..
 AB1019
 AB1019.The geoid height was determined by GEOID03.
 AB1019
 AB1019.The dynamic height is computed by dividing the NAVD 88
 AB1019.geopotential number by the normal gravity value computed on the
 AB1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1019.degrees latitude (g = 980.6199 gals.).
 AB1019
 AB1019.The modeled gravity was interpolated from observed gravity values.
 AB1019
 AB1019;                    North         East    Units  Estimated Accuracy
 AB1019;SPC TX S     - 5,140,860.      372,930.      MT  (+/- 180 meters Scaled)
 AB1019
 AB1019                          SUPERSEDED SURVEY CONTROL
 AB1019
 AB1019  NGVD 29 (??/??/92)    8.242  (m)           27.04   (f) ADJ UNCH    1 2
 AB1019
 AB1019.Superseded values are not recommended for survey control.
 AB1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1019.See file dsdata.txt to determine how the superseded data were derived.
 AB1019
 AB1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ225799(NAD 83)
 AB1019_MARKER: DB = BENCH MARK DISK
 AB1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1019_STAMPING: K 177 1951
 AB1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1019+STABILITY: SURFACE MOTION
 AB1019
 AB1019  HISTORY     - Date     Condition        Report By
 AB1019  HISTORY     - 1951     MONUMENTED       CGS
 AB1019
 AB1019                          STATION DESCRIPTION
 AB1019
 AB1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB1019'1.9 MI E FROM ARMSTRONG.
 AB1019'1.9 MILES EAST ALONG AN OILED ROAD LEADING TO THE ARMSTRONG RANCH FROM
 AB1019'THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION AT ARMSTRONG,
 AB1019'200 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AT THE
 AB1019'ARMSTRONG RANCH, 74 FEET SOUTHWEST OF A GAS PUMP, 40 FEET NORTHWEST OF
 AB1019'THE CENTER LINE OF THE ROAD, 37.7 FEET SOUTHWEST OF A FENCE CORNER,
 AB1019'22.5 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A FENCE,
 AB1019'2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AB1019'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0463 ***********************************************************************
 AB0463  DESIGNATION -  K 178
 AB0463  PID         -  AB0463
 AB0463  STATE/COUNTY-  TX/CAMERON
 AB0463  USGS QUAD   -  OLMITO (1983)
 AB0463
 AB0463                         *CURRENT SURVEY CONTROL
 AB0463  ___________________________________________________________________
 AB0463* NAD 83(1986)-  26 07 22.     (N)    097 36 58.     (W)     SCALED    
 AB0463* NAVD 88     -         9.508  (meters)      31.19   (feet)  ADJUSTED  
 AB0463  ___________________________________________________________________
 AB0463  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 AB0463  DYNAMIC HT  -           9.493 (meters)      31.14  (feet)  COMP
 AB0463  MODELED GRAV-     979,034.0   (mgal)                       NAVD 88
 AB0463
 AB0463  VERT ORDER  -  FIRST     CLASS II
 AB0463
 AB0463.The horizontal coordinates were scaled from a topographic map and have
 AB0463.an estimated accuracy of +/- 6 seconds.
 AB0463
 AB0463.The orthometric height was determined by differential leveling
 AB0463.and adjusted by the National Geodetic Survey in June 1991..
 AB0463
 AB0463.The geoid height was determined by GEOID03.
 AB0463
 AB0463.The dynamic height is computed by dividing the NAVD 88
 AB0463.geopotential number by the normal gravity value computed on the
 AB0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0463.degrees latitude (g = 980.6199 gals.).
 AB0463
 AB0463.The modeled gravity was interpolated from observed gravity values.
 AB0463
 AB0463;                    North         East    Units  Estimated Accuracy
 AB0463;SPC TX S     - 5,050,850.      388,400.      MT  (+/- 180 meters Scaled)
 AB0463
 AB0463                          SUPERSEDED SURVEY CONTROL
 AB0463
 AB0463  NGVD 29 (??/??/92)    9.617  (m)           31.55   (f) ADJ UNCH    1 2
 AB0463
 AB0463.Superseded values are not recommended for survey control.
 AB0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0463.See file dsdata.txt to determine how the superseded data were derived.
 AB0463
 AB0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP383900(NAD 83)
 AB0463_MARKER: DB = BENCH MARK DISK
 AB0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0463_STAMPING: K 178 1951
 AB0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0463+STABILITY: SURFACE MOTION
 AB0463
 AB0463  HISTORY     - Date     Condition        Report By
 AB0463  HISTORY     - 1951     MONUMENTED       CGS
 AB0463  HISTORY     - 1965     GOOD             NGS
 AB0463  HISTORY     - 1988     GOOD             USPSQD
 AB0463  HISTORY     - 19910403 MARK NOT FOUND   USPSQD
 AB0463
 AB0463                          STATION DESCRIPTION
 AB0463
 AB0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AB0463'1.25 MI E FROM SAN BENITO.
 AB0463'0.4 MILE NORTHEAST ALONG STATE HIGHWAY FROM THE POST OFFICE IN SAN
 AB0463'BENITO, THENCE 0.85 MILE SOUTHEAST ALONG U. S. HIGHWAY TO SITE OF
 AB0463'BENCH MARK AT THE SUN VALLEY AIR SERVICE BUILDING ON THE SAN BENITO
 AB0463'MUNICIPAL AIRPORT GROUNDS.  47 FEET SOUTHEAST OF THE CENTER LINE OF
 AB0463'THE MAIN ENTRANCE TO THE AIRPORT, 31 FEET SOUTHWEST OF THE RADIO
 AB0463'ANTENNA POLE, 29 FEET SOUTH OF THE SOUTHWEST CORNER OF THE PARTS
 AB0463'BUILDING, 22 FEET WEST OF THE SOUTHWEST CORNER OF THE SHOP BUILDING,
 AB0463'10 FEET NORTH OF THE CENTER OF A CALICHE ROAD, AND 9.5 FEET SOUTH OF A
 AB0463'POWER LINE POLE.  A STANDARD DISK SET IN A 10 X 102 IN. CONCRETE POST
 AB0463'WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 AB0463
 AB0463                          STATION RECOVERY (1988)
 AB0463
 AB0463'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0463'RECOVERED IN GOOD CONDITION.
 AB0463
 AB0463                          STATION RECOVERY (1991)
 AB0463
 AB0463'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0514 ***********************************************************************
 AH0514  DESIGNATION -  K 179
 AH0514  PID         -  AH0514
 AH0514  STATE/COUNTY-  TX/KENEDY
 AH0514  USGS QUAD   -  SARITA (1979)
 AH0514
 AH0514                         *CURRENT SURVEY CONTROL
 AH0514  ___________________________________________________________________
 AH0514* NAD 83(1986)-  27 08 22.     (N)    097 47 36.     (W)     SCALED    
 AH0514* NAVD 88     -        13.162  (meters)      43.18   (feet)  ADJUSTED  
 AH0514  ___________________________________________________________________
 AH0514  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AH0514  DYNAMIC HT  -          13.142 (meters)      43.12  (feet)  COMP
 AH0514  MODELED GRAV-     979,087.3   (mgal)                       NAVD 88
 AH0514
 AH0514  VERT ORDER  -  FIRST     CLASS II
 AH0514
 AH0514.The horizontal coordinates were scaled from a topographic map and have
 AH0514.an estimated accuracy of +/- 6 seconds.
 AH0514
 AH0514.The orthometric height was determined by differential leveling
 AH0514.and adjusted by the National Geodetic Survey in June 1991..
 AH0514
 AH0514.The geoid height was determined by GEOID03.
 AH0514
 AH0514.The dynamic height is computed by dividing the NAVD 88
 AH0514.geopotential number by the normal gravity value computed on the
 AH0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0514.degrees latitude (g = 980.6199 gals.).
 AH0514
 AH0514.The modeled gravity was interpolated from observed gravity values.
 AH0514
 AH0514;                    North         East    Units  Estimated Accuracy
 AH0514;SPC TX S     - 5,163,370.      370,050.      MT  (+/- 180 meters Scaled)
 AH0514
 AH0514                          SUPERSEDED SURVEY CONTROL
 AH0514
 AH0514  NGVD 29 (??/??/92)   13.260  (m)           43.50   (f) ADJ UNCH    1 2
 AH0514
 AH0514.Superseded values are not recommended for survey control.
 AH0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0514.See file dsdata.txt to determine how the superseded data were derived.
 AH0514
 AH0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR195024(NAD 83)
 AH0514_MARKER: DB = BENCH MARK DISK
 AH0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0514_STAMPING: K 179 1951
 AH0514_MARK LOGO: CGS   
 AH0514_PROJECTION: FLUSH
 AH0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0514+STABILITY: SURFACE MOTION
 AH0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0514+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AH0514
 AH0514  HISTORY     - Date     Condition        Report By
 AH0514  HISTORY     - 1951     MONUMENTED       CGS
 AH0514  HISTORY     - 1975     GOOD             USGS
 AH0514  HISTORY     - 1981     GOOD             NGS
 AH0514  HISTORY     - 1988     GOOD             USPSQD
 AH0514  HISTORY     - 20040201 GOOD             USPSQD
 AH0514
 AH0514                          STATION DESCRIPTION
 AH0514
 AH0514'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0514'6.0 MI S FROM SARITA.
 AH0514'AT THE INTERSECTION OF U.S. HIGHWAY 77 AT THE EAST-WEST ROAD CROSSING
 AH0514'AT SARITA, THENCE 6.0 MILES ALONG HWY 77, 0.05 MILE SOUTH OF REST
 AH0514'AREA, 89 FEET WEST OF CENTER LINE HWY, 1 FOOT EAST OF ROW FENCE, A
 AH0514'DISK SET IN THE TOP OF A CONCRETE POST 0.5 FEET ABOVE GROUND.
 AH0514
 AH0514                          STATION RECOVERY (1981)
 AH0514
 AH0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0514'REPORTED NOT RECOVERED IN 1963, RECOVERED THIS DATE.  NOTE-9.6 KM
 AH0514'(5.95 MI) SOUTH ALONG U.S. HIGHWAY 77 SOUTHBOUND FROM THE JUNCTION OF
 AH0514'A PAVED ROAD LEADING WEST TO THE POST OFFICE IN SARITA, 0.6 METER
 AH0514'(2.0 FT) EAST OF A METAL WITNESS POST.
 AH0514
 AH0514                          STATION RECOVERY (1988)
 AH0514
 AH0514'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0514'RECOVERED IN GOOD CONDITION.
 AH0514
 AH0514                          STATION RECOVERY (2004)
 AH0514
 AH0514'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0630 ***********************************************************************
 CD0630  DESIGNATION -  K 18
 CD0630  PID         -  CD0630
 CD0630  STATE/COUNTY-  TX/HUDSPETH
 CD0630  USGS QUAD   -  ESPERANZA (1972)
 CD0630
 CD0630                         *CURRENT SURVEY CONTROL
 CD0630  ___________________________________________________________________
 CD0630* NAD 83(1986)-  31 14 57.     (N)    105 43 50.     (W)     SCALED    
 CD0630* NAVD 88     -      1119.694  (meters)    3673.53   (feet)  ADJUSTED  
 CD0630  ___________________________________________________________________
 CD0630  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CD0630  DYNAMIC HT  -        1117.933 (meters)    3667.75  (feet)  COMP
 CD0630  MODELED GRAV-     979,030.8   (mgal)                       NAVD 88
 CD0630
 CD0630  VERT ORDER  -  FIRST     CLASS II
 CD0630
 CD0630.The horizontal coordinates were scaled from a topographic map and have
 CD0630.an estimated accuracy of +/- 6 seconds.
 CD0630
 CD0630.The orthometric height was determined by differential leveling
 CD0630.and adjusted by the National Geodetic Survey in June 1991..
 CD0630
 CD0630.The geoid height was determined by GEOID03.
 CD0630
 CD0630.The dynamic height is computed by dividing the NAVD 88
 CD0630.geopotential number by the normal gravity value computed on the
 CD0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0630.degrees latitude (g = 980.6199 gals.).
 CD0630
 CD0630.The modeled gravity was interpolated from observed gravity values.
 CD0630
 CD0630;                    North         East    Units  Estimated Accuracy
 CD0630;SPC TX C     - 3,187,900.      186,150.      MT  (+/- 180 meters Scaled)
 CD0630
 CD0630                          SUPERSEDED SURVEY CONTROL
 CD0630
 CD0630  NGVD 29 (??/??/92) 1119.120  (m)         3671.65   (f) ADJ UNCH    1 2
 CD0630
 CD0630.Superseded values are not recommended for survey control.
 CD0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0630.See file dsdata.txt to determine how the superseded data were derived.
 CD0630
 CD0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ304574(NAD 83)
 CD0630_MARKER: P = PIPE CAP
 CD0630_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0630_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0630_STAMPING: K 18 ELEV 3671.948
 CD0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0630
 CD0630  HISTORY     - Date     Condition        Report By
 CD0630  HISTORY     - UNK      MONUMENTED       CGS
 CD0630  HISTORY     - 1956     GOOD             NGS
 CD0630
 CD0630                          STATION DESCRIPTION
 CD0630
 CD0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0630'4.75 MI E FROM MCNARY.
 CD0630'4.75 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0630'STATION AT MCNARY, 14 RAILS SOUTHWEST OF THE STATION SIGN AT MADDEN, 8
 CD0630'RAILS SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 45.7 FEET SOUTHEAST
 CD0630'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 52 FEET NORTHWEST OF A FENCE,
 CD0630'9.2 FEET SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 CD0630'TELEPHONE POLES, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CD0630'PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3624 ***********************************************************************
 AI3624  DESIGNATION -  K 180 RESET
 AI3624  PID         -  AI3624
 AI3624  STATE/COUNTY-  TX/EL PASO
 AI3624  USGS QUAD   -  HELMS WEST WELL (1995)
 AI3624
 AI3624                         *CURRENT SURVEY CONTROL
 AI3624  ___________________________________________________________________
 AI3624* NAD 83(1986)-  31 49 33.     (N)    106 07 29.     (W)     SCALED    
 AI3624* NAVD 88     -      1252.08   (meters)    4107.9    (feet)  RESET     
 AI3624  ___________________________________________________________________
 AI3624  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AI3624
 AI3624  VERT ORDER  -  THIRD
 AI3624
 AI3624.The horizontal coordinates were scaled from a topographic map and have
 AI3624.an estimated accuracy of +/- 6 seconds.
 AI3624
 AI3624.The orthometric height was computed from unverified reset data.
 AI3624.No vertical observational check was made to the station.
 AI3624
 AI3624.The geoid height was determined by GEOID03.
 AI3624
 AI3624;                    North         East    Units  Estimated Accuracy
 AI3624;SPC TX C     - 3,253,630.      151,980.      MT  (+/- 180 meters Scaled)
 AI3624
 AI3624                          SUPERSEDED SURVEY CONTROL
 AI3624
 AI3624.No superseded survey control is available for this station.
 AI3624
 AI3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR935216(NAD 83)
 AI3624_MARKER: DV = VERTICAL CONTROL DISK
 AI3624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3624_STAMPING: K 180 RESET 1999
 AI3624_MARK LOGO: NGS   
 AI3624_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3624+STABILITY: SURFACE MOTION
 AI3624
 AI3624  HISTORY     - Date     Condition        Report By
 AI3624  HISTORY     - 1999     MONUMENTED       TXDOT
 AI3624
 AI3624                          STATION DESCRIPTION
 AI3624
 AI3624'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (JLG)
 AI3624'17.95 MILES (28.89 KM) SOUTH ALONG US HIGHWAYS 62 AND 180 FROM THE
 AI3624'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 442.9 FEET (135.0 M)
 AI3624'WEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 40.0 FEET (12.2 M)
 AI3624'SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 34.4 FEET (10.5 M)
 AI3624'NORTH OF A UTILITY POLE, 1.6 FEET (0.5 M) EAST OF A WITNESS POST, AND
 AI3624'THE MONUMENT PROJECTS 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0396 ***********************************************************************
 CD0396  DESIGNATION -  K 181
 CD0396  PID         -  CD0396
 CD0396  STATE/COUNTY-  TX/HUDSPETH
 CD0396  USGS QUAD   -  CORNUDAS (1984)
 CD0396
 CD0396                         *CURRENT SURVEY CONTROL
 CD0396  ___________________________________________________________________
 CD0396* NAD 83(1986)-  31 45 52.     (N)    105 23 06.     (W)     SCALED    
 CD0396* NAVD 88     -      1275.934  (meters)    4186.13   (feet)  ADJUSTED  
 CD0396  ___________________________________________________________________
 CD0396  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 CD0396  DYNAMIC HT  -        1274.012 (meters)    4179.82  (feet)  COMP
 CD0396  MODELED GRAV-     979,088.8   (mgal)                       NAVD 88
 CD0396
 CD0396  VERT ORDER  -  FIRST     CLASS II
 CD0396
 CD0396.The horizontal coordinates were scaled from a topographic map and have
 CD0396.an estimated accuracy of +/- 6 seconds.
 CD0396
 CD0396.The orthometric height was determined by differential leveling
 CD0396.and adjusted by the National Geodetic Survey in June 1991..
 CD0396
 CD0396.The geoid height was determined by GEOID03.
 CD0396
 CD0396.The dynamic height is computed by dividing the NAVD 88
 CD0396.geopotential number by the normal gravity value computed on the
 CD0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0396.degrees latitude (g = 980.6199 gals.).
 CD0396
 CD0396.The modeled gravity was interpolated from observed gravity values.
 CD0396
 CD0396;                    North         East    Units  Estimated Accuracy
 CD0396;SPC TX C     - 3,243,420.      221,620.      MT  (+/- 180 meters Scaled)
 CD0396
 CD0396                          SUPERSEDED SURVEY CONTROL
 CD0396
 CD0396  NGVD 29 (??/??/92) 1275.391  (m)         4184.35   (f) ADJ UNCH    1 2
 CD0396
 CD0396.Superseded values are not recommended for survey control.
 CD0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0396.See file dsdata.txt to determine how the superseded data were derived.
 CD0396
 CD0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR635143(NAD 83)
 CD0396_MARKER: DB = BENCH MARK DISK
 CD0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0396_STAMPING: K 181 1933
 CD0396_PROJECTION: PROJECTING 20 CENTIMETERS
 CD0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0396+STABILITY: SURFACE MOTION
 CD0396
 CD0396  HISTORY     - Date     Condition        Report By
 CD0396  HISTORY     - 1933     MONUMENTED       CGS
 CD0396  HISTORY     - 1958     GOOD             NGS
 CD0396  HISTORY     - 1977     GOOD             NGS
 CD0396  HISTORY     - 1981     GOOD             NGS
 CD0396  HISTORY     - 19970916 GOOD             USPSQD
 CD0396
 CD0396                          STATION DESCRIPTION
 CD0396
 CD0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0396'61.4 MI E FROM EL PASO.
 CD0396'ABOUT 61.4 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0396'OF LOOP 16 AT EL PASO, ABOUT 1.0 MILE WEST OF THE JUNCTION OF RANCH
 CD0396'ROAD 1111, 120 YARDS EAST OF 2 STEEL TUBE CULVERTS, 51 FEET NORTH OF
 CD0396'THE CENTER LINE OF THE HIGHWAY, 6 INCHES SOUTH OF A FENCE, 1 1/2 FEET
 CD0396'EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN
 CD0396'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES. NOTE-- THIS MARK WAS
 CD0396'ORIGINALLY DESCRIBED AS BEING 68.6 MILES EAST OF THE CITY HALL AT EL
 CD0396'PASO.
 CD0396
 CD0396                          STATION RECOVERY (1977)
 CD0396
 CD0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0396'41.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0396'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 1.0 MILE WEST OF THE
 CD0396'JUNCTION OF RANCH ROAD 1111, ABOUT 120 YARDS EAST OF TWO 24-INCH
 CD0396'CORRUGATED STEEL PIPE CULVERTS, 0.05 MILE EAST OF THE CROSSING OF
 CD0396'A GRAVEL ROAD, 51 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY,
 CD0396'0.5 FT. SOUTH OF THE RIGHT OF WAY FENCE, WITNESS POST IS OF CONCRETE.
 CD0396
 CD0396                          STATION RECOVERY (1981)
 CD0396
 CD0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0396'103.0 KM (64.0 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 181 (PAISANO
 CD0396'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO, 1.6 KM
 CD0396'(1.0 MI) WEST OF THE JUNCTION OF RANCH ROAD 1111, 109.7 METERS
 CD0396'(360.0 FT) EAST OF THE EAST EDGE OF A TWO CHANNEL 36-INCH STEEL
 CD0396'PIPE CULVERT, 15.5 METERS (51.0 FT) NORTH-NORTHEAST OF THE CENTERLINE
 CD0396'OF THE HIGHWAY, 0.5 METER (1.5 FT) EAST OF A CONCRETE WITNESS POST AND
 CD0396'0.2 METER (0.6 FT) SOUTH-SOUTHWEST OF A FENCE.
 CD0396'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CD0396'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CD0396
 CD0396                          STATION RECOVERY (1997)
 CD0396
 CD0396'RECOVERY NOTE BY US POWER SQUADRON 1997
 CD0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0328 ***********************************************************************
 CD0328  DESIGNATION -  K 182 RESET 1938 TXHD
 CD0328  PID         -  CD0328
 CD0328  STATE/COUNTY-  TX/CULBERSON
 CD0328  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0328
 CD0328                         *CURRENT SURVEY CONTROL
 CD0328  ___________________________________________________________________
 CD0328* NAD 83(1986)-  31 57 44.     (N)    104 40 19.     (W)     SCALED    
 CD0328* NAVD 88     -      1408.446  (meters)    4620.88   (feet)  POSTED    
 CD0328  ___________________________________________________________________
 CD0328  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CD0328  DYNAMIC HT  -        1406.280 (meters)    4613.77  (feet)  COMP
 CD0328  MODELED GRAV-     979,050.9   (mgal)                       NAVD 88
 CD0328
 CD0328  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CD0328
 CD0328.The horizontal coordinates were scaled from a topographic map and have
 CD0328.an estimated accuracy of +/- 6 seconds.
 CD0328
 CD0328.The orthometric height was determined by differential leveling
 CD0328.and adjusted by the National Geodetic Survey in 1992..
 CD0328.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CD0328.rate of 2.1 thru 3.0 mm/km.
 CD0328
 CD0328.The geoid height was determined by GEOID03.
 CD0328
 CD0328.The dynamic height is computed by dividing the NAVD 88
 CD0328.geopotential number by the normal gravity value computed on the
 CD0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0328.degrees latitude (g = 980.6199 gals.).
 CD0328
 CD0328.The modeled gravity was interpolated from observed gravity values.
 CD0328
 CD0328;                    North         East    Units  Estimated Accuracy
 CD0328;SPC TX C     - 3,262,490.      289,960.      MT  (+/- 180 meters Scaled)
 CD0328
 CD0328                          SUPERSEDED SURVEY CONTROL
 CD0328
 CD0328  NGVD 29 (??/??/92) 1407.84   (m)         4618.9    (f) COMPUTED    1 2
 CD0328
 CD0328.Superseded values are not recommended for survey control.
 CD0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0328.See file dsdata.txt to determine how the superseded data were derived.
 CD0328
 CD0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER309362(NAD 83)
 CD0328_MARKER: DD = SURVEY DISK
 CD0328_SETTING: 66 = SET IN ROCK OUTCROP
 CD0328_SP_SET: OUTCROP
 CD0328_STAMPING: K 182 RESET 1938
 CD0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0328+STABILITY: POSITION/ELEVATION WELL
 CD0328
 CD0328  HISTORY     - Date     Condition        Report By
 CD0328  HISTORY     - 1938     MONUMENTED       TXHD
 CD0328  HISTORY     - 1977     MARK NOT FOUND   NGS
 CD0328
 CD0328                          STATION DESCRIPTION
 CD0328
 CD0328'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1938
 CD0328'124.9 MI E FROM EL PASO.
 CD0328'IN CULBERSON COUNTY, 124.9 MILES EAST OF THE CITY HALL AT EL PASO, EL
 CD0328'PASO COUNTY, 13.5 MILES NORTHEAST ALONG THE 1933 ROUTE OF U.S. HIGHWAY
 CD0328'62 FROM PINE SPRINGS, 8.7 MILES SOUTHWEST OF THE TEXAS-NEW MEXICO
 CD0328'STATE LINE, 2.2 MILES WEST OF NORTH MILL WINDMILL, 0.5 MILE EAST OF
 CD0328'THE JUNCTION OF A ROAD LEADING NORTHWEST, IN A HOLLOW BETWEEN LOW
 CD0328'HILLS, ABOUT 200 FEET EAST ALONG THE RIGHT-OF-WAY LINE FROM THE
 CD0328'MARKERS AT STATION 460+00, 73 FEET NORTH OF THE CENTERLINE OF THE
 CD0328'HIGHWAY, AND IN THE TOP OF A LIMESTONE OUTCROP.  A STANDARD DISK,
 CD0328'STAMPED K 182 RESET 1938.
 CD0328
 CD0328                          STATION RECOVERY (1977)
 CD0328
 CD0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0328'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1822 ***********************************************************************
 CS1822  DESIGNATION -  K 183
 CS1822  PID         -  CS1822
 CS1822  STATE/COUNTY-  TX/TARRANT
 CS1822  USGS QUAD   -  ARLINGTON (1981)
 CS1822
 CS1822                         *CURRENT SURVEY CONTROL
 CS1822  ___________________________________________________________________
 CS1822* NAD 83(1986)-  32 44 53.     (N)    097 06 44.     (W)     SCALED    
 CS1822* NAVD 88     -       190.025  (meters)     623.44   (feet)  ADJUSTED  
 CS1822  ___________________________________________________________________
 CS1822  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CS1822  DYNAMIC HT  -         189.805 (meters)     622.72  (feet)  COMP
 CS1822  MODELED GRAV-     979,474.6   (mgal)                       NAVD 88
 CS1822
 CS1822  VERT ORDER  -  FIRST     CLASS II
 CS1822
 CS1822.The horizontal coordinates were scaled from a topographic map and have
 CS1822.an estimated accuracy of +/- 6 seconds.
 CS1822
 CS1822.The orthometric height was determined by differential leveling
 CS1822.and adjusted by the National Geodetic Survey in June 1991..
 CS1822
 CS1822.The geoid height was determined by GEOID03.
 CS1822
 CS1822.The dynamic height is computed by dividing the NAVD 88
 CS1822.geopotential number by the normal gravity value computed on the
 CS1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1822.degrees latitude (g = 980.6199 gals.).
 CS1822
 CS1822.The modeled gravity was interpolated from observed gravity values.
 CS1822
 CS1822;                    North         East    Units  Estimated Accuracy
 CS1822;SPC TXNC     - 2,120,770.      730,040.      MT  (+/- 180 meters Scaled)
 CS1822
 CS1822                          SUPERSEDED SURVEY CONTROL
 CS1822
 CS1822  NGVD 29 (??/??/92)  190.020  (m)          623.42   (f) ADJ UNCH    1 2
 CS1822
 CS1822.Superseded values are not recommended for survey control.
 CS1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1822.See file dsdata.txt to determine how the superseded data were derived.
 CS1822
 CS1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB768249(NAD 83)
 CS1822_MARKER: DB = BENCH MARK DISK
 CS1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1822_STAMPING: K 183 1952
 CS1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1822+STABILITY: SURFACE MOTION
 CS1822
 CS1822  HISTORY     - Date     Condition        Report By
 CS1822  HISTORY     - 1952     MONUMENTED       CGS
 CS1822  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1822  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS1822  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1822
 CS1822                          STATION DESCRIPTION
 CS1822
 CS1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1822'1.25 MI NW FROM ARLINGTON.
 CS1822'0.9 MILE NORTH ALONG NORTH CENTER STREET FROM THE ARLINGTON STATE BANK
 CS1822'AT ARLINGTON, THENCE 0.35 MILE WEST ALONG RANDOL MILL STREET, AT THE
 CS1822'PULLEY AIRPORT, 185 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE EAST
 CS1822'HANGAR, 67 FEET EAST OF THE EAST EDGE OF THE EAST RUNWAY, 3.5 FEET
 CS1822'WEST OF A WIND SOCK, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 CS1822'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND. NOTE-- THE
 CS1822'AIRPORT HAS BEEN ABANDONED AND ALL THE BUILDINGS REMOVED.
 CS1822
 CS1822                          STATION RECOVERY (1958)
 CS1822
 CS1822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1822'MARK NOT FOUND.
 CS1822
 CS1822                          STATION RECOVERY (1991)
 CS1822
 CS1822'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJD)
 CS1822'MARK NOT FOUND.
 CS1822
 CS1822                          STATION RECOVERY (1996)
 CS1822
 CS1822'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1422 ***********************************************************************
 CS1422  DESIGNATION -  K 184
 CS1422  PID         -  CS1422
 CS1422  STATE/COUNTY-  TX/DALLAS
 CS1422  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1422
 CS1422                         *CURRENT SURVEY CONTROL
 CS1422  ___________________________________________________________________
 CS1422* NAD 83(1986)-  32 46 35.     (N)    096 40 05.     (W)     SCALED    
 CS1422* NAVD 88     -       161.217  (meters)     528.93   (feet)  ADJUSTED  
 CS1422  ___________________________________________________________________
 CS1422  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CS1422  DYNAMIC HT  -         161.036 (meters)     528.33  (feet)  COMP
 CS1422  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 CS1422
 CS1422  VERT ORDER  -  SECOND    CLASS 0
 CS1422
 CS1422.The horizontal coordinates were scaled from a topographic map and have
 CS1422.an estimated accuracy of +/- 6 seconds.
 CS1422
 CS1422.The orthometric height was determined by differential leveling
 CS1422.and adjusted by the National Geodetic Survey in June 1991..
 CS1422
 CS1422.The geoid height was determined by GEOID03.
 CS1422
 CS1422.The dynamic height is computed by dividing the NAVD 88
 CS1422.geopotential number by the normal gravity value computed on the
 CS1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1422.degrees latitude (g = 980.6199 gals.).
 CS1422
 CS1422.The modeled gravity was interpolated from observed gravity values.
 CS1422
 CS1422;                    North         East    Units  Estimated Accuracy
 CS1422;SPC TXNC     - 2,124,550.      771,600.      MT  (+/- 180 meters Scaled)
 CS1422
 CS1422                          SUPERSEDED SURVEY CONTROL
 CS1422
 CS1422  NGVD 29 (??/??/92)  161.228  (m)          528.96   (f) ADJ UNCH    2 0
 CS1422
 CS1422.Superseded values are not recommended for survey control.
 CS1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1422.See file dsdata.txt to determine how the superseded data were derived.
 CS1422
 CS1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB184289(NAD 83)
 CS1422_MARKER: DB = BENCH MARK DISK
 CS1422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1422_SP_SET: CULVERT
 CS1422_STAMPING: K 184 1952
 CS1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1422
 CS1422  HISTORY     - Date     Condition        Report By
 CS1422  HISTORY     - 1952     MONUMENTED       CGS
 CS1422  HISTORY     - 1958     GOOD             NGS
 CS1422  HISTORY     - 19910620 MARK NOT FOUND   USPSQD
 CS1422
 CS1422                          STATION DESCRIPTION
 CS1422
 CS1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1422'3.7 MI W FROM MESQUITE.
 CS1422'3.7 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1422'AT MESQUITE, 12 RAILS EAST OF A JUNCTION WITH A SPUR TRACK LEADING
 CS1422'SOUTHWEST, 10 FEET NORTH OF THE NORTH RAIL, 0.2 MILE WEST OF MILEPOST
 CS1422'206, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A 6 FOOT
 CS1422'CONCRETE CULVERT.
 CS1422
 CS1422                          STATION RECOVERY (1958)
 CS1422
 CS1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1422'RECOVERED IN GOOD CONDITION.
 CS1422
 CS1422                          STATION RECOVERY (1991)
 CS1422
 CS1422'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0898 ***********************************************************************
 CR0898  DESIGNATION -  K 185
 CR0898  PID         -  CR0898
 CR0898  STATE/COUNTY-  TX/VAN ZANDT
 CR0898  USGS QUAD   -  EDGEWOOD (1981)
 CR0898
 CR0898                         *CURRENT SURVEY CONTROL
 CR0898  ___________________________________________________________________
 CR0898* NAD 83(1986)-  32 42 13.     (N)    095 57 06.     (W)     SCALED    
 CR0898* NAVD 88     -       152.752  (meters)     501.15   (feet)  ADJUSTED  
 CR0898  ___________________________________________________________________
 CR0898  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CR0898  DYNAMIC HT  -         152.580 (meters)     500.59  (feet)  COMP
 CR0898  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 CR0898
 CR0898  VERT ORDER  -  SECOND    CLASS 0
 CR0898
 CR0898.The horizontal coordinates were scaled from a topographic map and have
 CR0898.an estimated accuracy of +/- 6 seconds.
 CR0898
 CR0898.The orthometric height was determined by differential leveling
 CR0898.and adjusted by the National Geodetic Survey in June 1991..
 CR0898
 CR0898.The geoid height was determined by GEOID03.
 CR0898
 CR0898.The dynamic height is computed by dividing the NAVD 88
 CR0898.geopotential number by the normal gravity value computed on the
 CR0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0898.degrees latitude (g = 980.6199 gals.).
 CR0898
 CR0898.The modeled gravity was interpolated from observed gravity values.
 CR0898
 CR0898;                    North         East    Units  Estimated Accuracy
 CR0898;SPC TXNC     - 2,117,880.      838,890.      MT  (+/- 180 meters Scaled)
 CR0898
 CR0898                          SUPERSEDED SURVEY CONTROL
 CR0898
 CR0898  NGVD 29 (??/??/92)  152.766  (m)          501.20   (f) ADJ UNCH    2 0
 CR0898
 CR0898.Superseded values are not recommended for survey control.
 CR0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0898.See file dsdata.txt to determine how the superseded data were derived.
 CR0898
 CR0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS232222(NAD 83)
 CR0898_MARKER: DB = BENCH MARK DISK
 CR0898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0898_SP_SET: UNDER PASS
 CR0898_STAMPING: K 185 1952
 CR0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0898
 CR0898  HISTORY     - Date     Condition        Report By
 CR0898  HISTORY     - 1952     MONUMENTED       CGS
 CR0898  HISTORY     - 1988     GOOD             USPSQD
 CR0898  HISTORY     - 19930614 GOOD             USPSQD
 CR0898  HISTORY     - 19950831 GOOD             USPSQD
 CR0898
 CR0898                          STATION DESCRIPTION
 CR0898
 CR0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CR0898'3.9 MI W FROM EDGEWOOD.
 CR0898'3.9 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CR0898'AT EDGEWOOD, 0.5 MILE EAST OF BENCH MARK Z 287, 3 RAILS WEST OF
 CR0898'SEMAPHORE 1634, AT THE WEST END OF A SIDE TRACK, 9.5 FEET SOUTH OF THE
 CR0898'SOUTH RAIL, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CR0898'EAST END OF THE SOUTH HEADWALL OF A CONCRETE CATTLE UNDERPASS.
 CR0898
 CR0898                          STATION RECOVERY (1988)
 CR0898
 CR0898'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CR0898'RECOVERED IN GOOD CONDITION.
 CR0898
 CR0898                          STATION RECOVERY (1993)
 CR0898
 CR0898'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0898'RECOVERED IN GOOD CONDITION.
 CR0898
 CR0898                          STATION RECOVERY (1995)
 CR0898
 CR0898'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0329 ***********************************************************************
 DO0329  DESIGNATION -  K 186
 DO0329  PID         -  DO0329
 DO0329  STATE/COUNTY-  TX/ARCHER
 DO0329  USGS QUAD   -  ARCHER CITY NE (1963)
 DO0329
 DO0329                         *CURRENT SURVEY CONTROL
 DO0329  ___________________________________________________________________
 DO0329* NAD 83(1986)-  33 39 28.     (N)    098 34 45.     (W)     SCALED    
 DO0329* NAVD 88     -       288.929  (meters)     947.93   (feet)  ADJUSTED  
 DO0329  ___________________________________________________________________
 DO0329  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DO0329  DYNAMIC HT  -         288.603 (meters)     946.86  (feet)  COMP
 DO0329  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 DO0329
 DO0329  VERT ORDER  -  SECOND    CLASS 0
 DO0329
 DO0329.The horizontal coordinates were scaled from a topographic map and have
 DO0329.an estimated accuracy of +/- 6 seconds.
 DO0329
 DO0329.The orthometric height was determined by differential leveling
 DO0329.and adjusted by the National Geodetic Survey in June 1991..
 DO0329
 DO0329.The geoid height was determined by GEOID03.
 DO0329
 DO0329.The dynamic height is computed by dividing the NAVD 88
 DO0329.geopotential number by the normal gravity value computed on the
 DO0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0329.degrees latitude (g = 980.6199 gals.).
 DO0329
 DO0329.The modeled gravity was interpolated from observed gravity values.
 DO0329
 DO0329;                    North         East    Units  Estimated Accuracy
 DO0329;SPC TXNC     - 2,220,800.      592,660.      MT  (+/- 180 meters Scaled)
 DO0329
 DO0329                          SUPERSEDED SURVEY CONTROL
 DO0329
 DO0329  NGVD 29 (??/??/92)  288.836  (m)          947.62   (f) ADJ UNCH    2 0
 DO0329
 DO0329.Superseded values are not recommended for survey control.
 DO0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0329.See file dsdata.txt to determine how the superseded data were derived.
 DO0329
 DO0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC390242(NAD 83)
 DO0329_MARKER: DB = BENCH MARK DISK
 DO0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0329_STAMPING: K-186 1933
 DO0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0329+STABILITY: SURFACE MOTION
 DO0329
 DO0329  HISTORY     - Date     Condition        Report By
 DO0329  HISTORY     - 1933     MONUMENTED       CGS
 DO0329  HISTORY     - 1957     GOOD             NGS
 DO0329
 DO0329                          STATION DESCRIPTION
 DO0329
 DO0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0329'4.9 MI N FROM ARCHER CITY.
 DO0329'4.9 MILES NORTH OF, ALONG W.F. AND S. R.R. 740 FEET NORTH OF MILE POST
 DO0329'NO. 21, 54 FEET WEST OF CENTER OF TRACK.  NOTE-- RR IS GONE, R.R.
 DO0329'BRIDGES ARE GONE, BM IS W ACROSS OLD GRADE FROM THE 2ND POLE S OF POLE
 DO0329'NO. 475 AND 4 FT. W OF W ROW FENCE.
 DO0329
 DO0329                          STATION RECOVERY (1957)
 DO0329
 DO0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0353 ***********************************************************************
 CT0353  DESIGNATION -  K 188
 CT0353  PID         -  CT0353
 CT0353  STATE/COUNTY-  TX/SHACKELFORD
 CT0353  USGS QUAD   -  MORAN (1965)
 CT0353
 CT0353                         *CURRENT SURVEY CONTROL
 CT0353  ___________________________________________________________________
 CT0353* NAD 83(1986)-  32 34 17.     (N)    099 10 34.     (W)     SCALED    
 CT0353* NAVD 88     -       405.944  (meters)    1331.83   (feet)  ADJUSTED  
 CT0353  ___________________________________________________________________
 CT0353  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CT0353  DYNAMIC HT  -         405.427 (meters)    1330.14  (feet)  COMP
 CT0353  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 CT0353
 CT0353  VERT ORDER  -  SECOND    CLASS 0
 CT0353
 CT0353.The horizontal coordinates were scaled from a topographic map and have
 CT0353.an estimated accuracy of +/- 6 seconds.
 CT0353
 CT0353.The orthometric height was determined by differential leveling
 CT0353.and adjusted by the National Geodetic Survey in June 1991..
 CT0353
 CT0353.The geoid height was determined by GEOID03.
 CT0353
 CT0353.The dynamic height is computed by dividing the NAVD 88
 CT0353.geopotential number by the normal gravity value computed on the
 CT0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0353.degrees latitude (g = 980.6199 gals.).
 CT0353
 CT0353.The modeled gravity was interpolated from observed gravity values.
 CT0353
 CT0353;                    North         East    Units  Estimated Accuracy
 CT0353;SPC TXNC     - 2,100,530.      536,520.      MT  (+/- 180 meters Scaled)
 CT0353
 CT0353                          SUPERSEDED SURVEY CONTROL
 CT0353
 CT0353  NGVD 29 (??/??/92)  405.816  (m)         1331.41   (f) ADJ UNCH    2 0
 CT0353
 CT0353.Superseded values are not recommended for survey control.
 CT0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0353.See file dsdata.txt to determine how the superseded data were derived.
 CT0353
 CT0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB834037(NAD 83)
 CT0353_MARKER: DB = BENCH MARK DISK
 CT0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0353_SP_SET: BRIDGE ABUTMENT
 CT0353_STAMPING: K 188 1933
 CT0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0353
 CT0353  HISTORY     - Date     Condition        Report By
 CT0353  HISTORY     - 1933     MONUMENTED       CGS
 CT0353  HISTORY     - 1957     GOOD             NGS
 CT0353
 CT0353                          STATION DESCRIPTION
 CT0353
 CT0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0353'2.0 MI NW FROM MORAN.
 CT0353'2.0 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0353'FROM MORAN, SHACKELFORD COUNTY, 600 FEET WEST OF A SMALL CEMETERY, AT
 CT0353'BRIDGE 174.6, AND IN THE TOP OF THE NORTHWEST CONCRETE ABUTMENT.
 CT0353'NOTE-- THIS MARK WAS RECOVERED IN THE NORTHEAST CONCRETE ABUTMENT
 CT0353'INSTEAD OF IN THE NORTHWEST AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0250 ***********************************************************************
 DO0250  DESIGNATION -  K 189
 DO0250  PID         -  DO0250
 DO0250  STATE/COUNTY-  TX/YOUNG
 DO0250  USGS QUAD   -  GRAHAM (1981)
 DO0250
 DO0250                         *CURRENT SURVEY CONTROL
 DO0250  ___________________________________________________________________
 DO0250* NAD 83(1986)-  33 06 18.     (N)    098 35 24.     (W)     SCALED    
 DO0250* NAVD 88     -       319.867  (meters)    1049.43   (feet)  ADJUSTED  
 DO0250  ___________________________________________________________________
 DO0250  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DO0250  DYNAMIC HT  -         319.484 (meters)    1048.17  (feet)  COMP
 DO0250  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 DO0250
 DO0250  VERT ORDER  -  SECOND    CLASS 0
 DO0250
 DO0250.The horizontal coordinates were scaled from a topographic map and have
 DO0250.an estimated accuracy of +/- 6 seconds.
 DO0250
 DO0250.The orthometric height was determined by differential leveling
 DO0250.and adjusted by the National Geodetic Survey in June 1991..
 DO0250
 DO0250.The geoid height was determined by GEOID03.
 DO0250
 DO0250.The dynamic height is computed by dividing the NAVD 88
 DO0250.geopotential number by the normal gravity value computed on the
 DO0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0250.degrees latitude (g = 980.6199 gals.).
 DO0250
 DO0250.The modeled gravity was interpolated from observed gravity values.
 DO0250
 DO0250;                    North         East    Units  Estimated Accuracy
 DO0250;SPC TXNC     - 2,159,500.      591,600.      MT  (+/- 180 meters Scaled)
 DO0250
 DO0250                          SUPERSEDED SURVEY CONTROL
 DO0250
 DO0250  NGVD 29 (??/??/92)  319.782  (m)         1049.15   (f) ADJ UNCH    2 0
 DO0250
 DO0250.Superseded values are not recommended for survey control.
 DO0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0250.See file dsdata.txt to determine how the superseded data were derived.
 DO0250
 DO0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB382630(NAD 83)
 DO0250_MARKER: DB = BENCH MARK DISK
 DO0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0250_SP_SET: CONCRETE BASE
 DO0250_STAMPING: K-189 1933
 DO0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0250
 DO0250  HISTORY     - Date     Condition        Report By
 DO0250  HISTORY     - 1933     MONUMENTED       CGS
 DO0250  HISTORY     - 1957     GOOD             NGS
 DO0250  HISTORY     - 20010325 GOOD             USPSQD
 DO0250  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0250
 DO0250                          STATION DESCRIPTION
 DO0250
 DO0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0250'IN GRAHAM.
 DO0250'AT CITY AUDITORIUM, AT NORTH ENTRANCE, WEST END OF STEP, BASE OF LIGHT
 DO0250'POST.
 DO0250
 DO0250                          STATION RECOVERY (1957)
 DO0250
 DO0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0250'RECOVERED IN GOOD CONDITION.
 DO0250
 DO0250                          STATION RECOVERY (2001)
 DO0250
 DO0250'RECOVERY NOTE BY US POWER SQUADRON 2001 (TT)
 DO0250'RECOVERED IN GOOD CONDITION.
 DO0250
 DO0250                          STATION RECOVERY (2005)
 DO0250
 DO0250'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0791 ***********************************************************************
 DN0791  DESIGNATION -  K 190
 DN0791  PID         -  DN0791
 DN0791  STATE/COUNTY-  TX/WISE
 DN0791  USGS QUAD   -  WIZARD WELLS (1978)
 DN0791
 DN0791                         *CURRENT SURVEY CONTROL
 DN0791  ___________________________________________________________________
 DN0791* NAD 83(1986)-  33 10 41.     (N)    097 54 35.     (W)     SCALED    
 DN0791* NAVD 88     -       261.996  (meters)     859.57   (feet)  ADJUSTED  
 DN0791  ___________________________________________________________________
 DN0791  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DN0791  DYNAMIC HT  -         261.692 (meters)     858.57  (feet)  COMP
 DN0791  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 DN0791
 DN0791  VERT ORDER  -  SECOND    CLASS 0
 DN0791
 DN0791.The horizontal coordinates were scaled from a topographic map and have
 DN0791.an estimated accuracy of +/- 6 seconds.
 DN0791
 DN0791.The orthometric height was determined by differential leveling
 DN0791.and adjusted by the National Geodetic Survey in June 1991..
 DN0791
 DN0791.The geoid height was determined by GEOID03.
 DN0791
 DN0791.The dynamic height is computed by dividing the NAVD 88
 DN0791.geopotential number by the normal gravity value computed on the
 DN0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0791.degrees latitude (g = 980.6199 gals.).
 DN0791
 DN0791.The modeled gravity was interpolated from observed gravity values.
 DN0791
 DN0791;                    North         East    Units  Estimated Accuracy
 DN0791;SPC TXNC     - 2,167,750.      655,050.      MT  (+/- 180 meters Scaled)
 DN0791
 DN0791                          SUPERSEDED SURVEY CONTROL
 DN0791
 DN0791  NGVD 29 (??/??/92)  261.885  (m)          859.20   (f) ADJ UNCH    2 0
 DN0791
 DN0791.Superseded values are not recommended for survey control.
 DN0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0791.See file dsdata.txt to determine how the superseded data were derived.
 DN0791
 DN0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB016715(NAD 83)
 DN0791_MARKER: DB = BENCH MARK DISK
 DN0791_SETTING: 66 = SET IN ROCK OUTCROP
 DN0791_SP_SET: BEDROCK
 DN0791_STAMPING: K 190 1933 859.359
 DN0791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0791+STABILITY: POSITION/ELEVATION WELL
 DN0791
 DN0791  HISTORY     - Date     Condition        Report By
 DN0791  HISTORY     - 1933     MONUMENTED       CGS
 DN0791  HISTORY     - 1950     GOOD             NGS
 DN0791  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0791
 DN0791                          STATION DESCRIPTION
 DN0791
 DN0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DN0791'3.5 MI E FROM VINEYARD.
 DN0791'ABOUT 3.5 MILES AIRLINE DISTANCE EAST FROM VINEYARD ALONG THE
 DN0791'ABANDONED AND FENCED OUT ROADBED OF THE CHICAGO, ROCK ISLAND AND GULF
 DN0791'RAILWAY, 3 MILES NORTH OF WILLOW POINT AND ABOUT 1/2 MILE EAST OF THE
 DN0791'JACKWISE COUNTY LINE, IN WISE COUNTY.  IT IS ABOUT 1/2 MILE WEST OF A
 DN0791'NORTH-SOUTH GRADED ROAD, AT THE WEST SIDE OF A CULTIVATED BOTTOM, 200
 DN0791'YARDS SOUTHEAST OF AN OLD LOG HOUSE, 75 YARDS WEST OF A WINDMILL AND
 DN0791'20 FEET NORTH OF THE OLD RAILWAY BED.  IT IS 6 FEET NORTH OF THE NORTH
 DN0791'RIGHT OF WAY FENCE IN A LARGE SANDSTONE OUTCROP.  TO REACH FROM THE
 DN0791'CROSSROADS IN WILLOW POINT, A DESERTED SETTLEMENT.  GO EAST ON A
 DN0791'GRADED ROAD 1 MILE.  THEN TURN LEFT AND GO NORTH ON A GRADED ROAD 02.1
 DN0791'MILES.  CROSS THE TRACKS AND CONTINUE NORTH 2.7 MILES TO THE OLD
 DN0791'RAILROAD BED.  THEN FOLLOW THE OLD ROADBED WEST ABOUT 1/2 MILE TO THE
 DN0791'MARK ON THE RIGHT AS DESCRIBED.
 DN0791
 DN0791                          STATION RECOVERY (1997)
 DN0791
 DN0791'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0295 ***********************************************************************
 CT0295  DESIGNATION -  K 191
 CT0295  PID         -  CT0295
 CT0295  STATE/COUNTY-  TX/YOUNG
 CT0295  USGS QUAD   -  IVAN NORTH (1967)
 CT0295
 CT0295                         *CURRENT SURVEY CONTROL
 CT0295  ___________________________________________________________________
 CT0295* NAD 83(1986)-  32 58 06.     (N)    098 44 22.     (W)     SCALED    
 CT0295* NAVD 88     -       320.700  (meters)    1052.16   (feet)  ADJUSTED  
 CT0295  ___________________________________________________________________
 CT0295  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 CT0295  DYNAMIC HT  -         320.309 (meters)    1050.88  (feet)  COMP
 CT0295  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 CT0295
 CT0295  VERT ORDER  -  SECOND    CLASS 0
 CT0295
 CT0295.The horizontal coordinates were scaled from a topographic map and have
 CT0295.an estimated accuracy of +/- 6 seconds.
 CT0295
 CT0295.The orthometric height was determined by differential leveling
 CT0295.and adjusted by the National Geodetic Survey in June 1991..
 CT0295
 CT0295.The geoid height was determined by GEOID03.
 CT0295
 CT0295.The dynamic height is computed by dividing the NAVD 88
 CT0295.geopotential number by the normal gravity value computed on the
 CT0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0295.degrees latitude (g = 980.6199 gals.).
 CT0295
 CT0295.The modeled gravity was interpolated from observed gravity values.
 CT0295
 CT0295;                    North         East    Units  Estimated Accuracy
 CT0295;SPC TXNC     - 2,144,370.      577,620.      MT  (+/- 180 meters Scaled)
 CT0295
 CT0295                          SUPERSEDED SURVEY CONTROL
 CT0295
 CT0295  NGVD 29 (??/??/92)  320.611  (m)         1051.87   (f) ADJ UNCH    2 0
 CT0295
 CT0295.Superseded values are not recommended for survey control.
 CT0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0295.See file dsdata.txt to determine how the superseded data were derived.
 CT0295
 CT0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB243478(NAD 83)
 CT0295_MARKER: DB = BENCH MARK DISK
 CT0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0295_STAMPING: K 191 1933
 CT0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0295+STABILITY: SURFACE MOTION
 CT0295
 CT0295  HISTORY     - Date     Condition        Report By
 CT0295  HISTORY     - 1933     MONUMENTED       CGS
 CT0295  HISTORY     - 1957     GOOD             NGS
 CT0295  HISTORY     - 1966     GOOD             USGS
 CT0295  HISTORY     - 1984     MARK NOT FOUND   NGS
 CT0295
 CT0295                          STATION DESCRIPTION
 CT0295
 CT0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0295'2.2 MI NE FROM ELIASVILLE.
 CT0295'2.2 MILES NORTHEAST ALONG THE WICHITA FALLS AND SOUTHERN RAILROAD FROM
 CT0295'ELIASVILLE, YOUNG COUNTY, OPPOSITE MILEPOST 82, AND 48 FEET EAST OF
 CT0295'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED K 191 1933 AND
 CT0295'SET IN THE TOP OF A CONCRETE POST.  NOTE-- 18 FEET WEST-SOUTHWEST OF
 CT0295'MILEPOST 82.
 CT0295
 CT0295                          STATION RECOVERY (1966)
 CT0295
 CT0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CT0295'RECOVERED IN GOOD CONDITION.
 CT0295
 CT0295                          STATION RECOVERY (1984)
 CT0295
 CT0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CT0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0326 ***********************************************************************
 CT0326  DESIGNATION -  K 192
 CT0326  PID         -  CT0326
 CT0326  STATE/COUNTY-  TX/SHACKELFORD
 CT0326  USGS QUAD   -  ALBANY (1965)
 CT0326
 CT0326                         *CURRENT SURVEY CONTROL
 CT0326  ___________________________________________________________________
 CT0326* NAD 83(1986)-  32 43 34.     (N)    099 17 40.     (W)     SCALED    
 CT0326* NAVD 88     -       437.649  (meters)    1435.85   (feet)  ADJUSTED  
 CT0326  ___________________________________________________________________
 CT0326  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CT0326  DYNAMIC HT  -         437.094 (meters)    1434.03  (feet)  COMP
 CT0326  MODELED GRAV-     979,358.8   (mgal)                       NAVD 88
 CT0326
 CT0326  VERT ORDER  -  SECOND    CLASS 0
 CT0326
 CT0326.The horizontal coordinates were scaled from a topographic map and have
 CT0326.an estimated accuracy of +/- 6 seconds.
 CT0326
 CT0326.The orthometric height was determined by differential leveling
 CT0326.and adjusted by the National Geodetic Survey in June 1991..
 CT0326.WARNING-Repeat measurements at this control monument indicate possible
 CT0326.vertical movement.
 CT0326
 CT0326.The geoid height was determined by GEOID03.
 CT0326
 CT0326.The dynamic height is computed by dividing the NAVD 88
 CT0326.geopotential number by the normal gravity value computed on the
 CT0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0326.degrees latitude (g = 980.6199 gals.).
 CT0326
 CT0326.The modeled gravity was interpolated from observed gravity values.
 CT0326
 CT0326;                    North         East    Units  Estimated Accuracy
 CT0326;SPC TXNC     - 2,117,760.      525,540.      MT  (+/- 180 meters Scaled)
 CT0326
 CT0326                          SUPERSEDED SURVEY CONTROL
 CT0326
 CT0326  NGVD 29 (??/??/92)  437.529  (m)         1435.46   (f) ADJ UNCH    2 0
 CT0326
 CT0326.Superseded values are not recommended for survey control.
 CT0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0326.See file dsdata.txt to determine how the superseded data were derived.
 CT0326
 CT0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB724209(NAD 83)
 CT0326_MARKER: DB = BENCH MARK DISK
 CT0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0326_SP_SET: FOUNDATION
 CT0326_STAMPING: K 192 1933
 CT0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0326
 CT0326  HISTORY     - Date     Condition        Report By
 CT0326  HISTORY     - 1933     MONUMENTED       CGS
 CT0326  HISTORY     - 1965     GOOD             NGS
 CT0326
 CT0326                          STATION DESCRIPTION
 CT0326
 CT0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CT0326'IN ALBANY.
 CT0326'AT ALBANY, SHACKELFORD COUNTY, AT THE HIGH SCHOOL, AT THE SOUTH
 CT0326'ENTRANCE, AND IN THE TOP OF THE FOUNDATION OF THE STEPS.  A STANDARD
 CT0326'DISK, STAMPED K 192 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0218 ***********************************************************************
 CT0218  DESIGNATION -  K 193
 CT0218  PID         -  CT0218
 CT0218  STATE/COUNTY-  TX/EASTLAND
 CT0218  USGS QUAD   -  CARBON (1966)
 CT0218
 CT0218                         *CURRENT SURVEY CONTROL
 CT0218  ___________________________________________________________________
 CT0218* NAD 83(1986)-  32 16 44.     (N)    098 50 11.     (W)     SCALED    
 CT0218* NAVD 88     -       496.241  (meters)    1628.08   (feet)  ADJUSTED  
 CT0218  ___________________________________________________________________
 CT0218  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CT0218  DYNAMIC HT  -         495.603 (meters)    1625.99  (feet)  COMP
 CT0218  MODELED GRAV-     979,338.6   (mgal)                       NAVD 88
 CT0218
 CT0218  VERT ORDER  -  SECOND    CLASS 0
 CT0218
 CT0218.The horizontal coordinates were scaled from a topographic map and have
 CT0218.an estimated accuracy of +/- 6 seconds.
 CT0218
 CT0218.The orthometric height was determined by differential leveling
 CT0218.and adjusted by the National Geodetic Survey in June 1991..
 CT0218
 CT0218.The geoid height was determined by GEOID03.
 CT0218
 CT0218.The dynamic height is computed by dividing the NAVD 88
 CT0218.geopotential number by the normal gravity value computed on the
 CT0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0218.degrees latitude (g = 980.6199 gals.).
 CT0218
 CT0218.The modeled gravity was interpolated from observed gravity values.
 CT0218
 CT0218;                    North         East    Units  Estimated Accuracy
 CT0218;SPC TXNC     - 2,067,940.      568,310.      MT  (+/- 180 meters Scaled)
 CT0218
 CT0218                          SUPERSEDED SURVEY CONTROL
 CT0218
 CT0218  NGVD 29 (??/??/92)  496.118  (m)         1627.68   (f) ADJ UNCH    2 0
 CT0218
 CT0218.Superseded values are not recommended for survey control.
 CT0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0218.See file dsdata.txt to determine how the superseded data were derived.
 CT0218
 CT0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA154713(NAD 83)
 CT0218_MARKER: DB = BENCH MARK DISK
 CT0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0218+STABILITY: SURFACE MOTION
 CT0218
 CT0218  HISTORY     - Date     Condition        Report By
 CT0218  HISTORY     - UNK      MONUMENTED       CGS
 CT0218  HISTORY     - 1933     GOOD             NGS
 CT0218  HISTORY     - 1965     MARK NOT FOUND   USGS
 CT0218
 CT0218                          STATION DESCRIPTION
 CT0218
 CT0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0218'3.3 MI SE FROM MANGUM.
 CT0218'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, AT MILEPOST 141, 20 FEET
 CT0218'NORTHWEST OF ROAD CROSSING, 30 FEET SOUTHWEST OF CENTERLINE OF TRACK,
 CT0218'40 FEET NORTHEAST OF HIGHWAY.
 CT0218
 CT0218                          STATION RECOVERY (1965)
 CT0218
 CT0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0135 ***********************************************************************
 CT0135  DESIGNATION -  K 194
 CT0135  PID         -  CT0135
 CT0135  STATE/COUNTY-  TX/ERATH
 CT0135  USGS QUAD   -  DUBLIN (1965)
 CT0135
 CT0135                         *CURRENT SURVEY CONTROL
 CT0135  ___________________________________________________________________
 CT0135* NAD 83(1986)-  32 05 08.     (N)    098 20 15.     (W)     SCALED    
 CT0135* NAVD 88     -       450.476  (meters)    1477.94   (feet)  ADJUSTED  
 CT0135  ___________________________________________________________________
 CT0135  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CT0135  DYNAMIC HT  -         449.899 (meters)    1476.04  (feet)  COMP
 CT0135  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
 CT0135
 CT0135  VERT ORDER  -  SECOND    CLASS 0
 CT0135
 CT0135.The horizontal coordinates were scaled from a topographic map and have
 CT0135.an estimated accuracy of +/- 6 seconds.
 CT0135
 CT0135.The orthometric height was determined by differential leveling
 CT0135.and adjusted by the National Geodetic Survey in June 1991..
 CT0135
 CT0135.The geoid height was determined by GEOID03.
 CT0135
 CT0135.The dynamic height is computed by dividing the NAVD 88
 CT0135.geopotential number by the normal gravity value computed on the
 CT0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0135.degrees latitude (g = 980.6199 gals.).
 CT0135
 CT0135.The modeled gravity was interpolated from observed gravity values.
 CT0135
 CT0135;                    North         East    Units  Estimated Accuracy
 CT0135;SPC TXNC     - 2,046,460.      615,340.      MT  (+/- 180 meters Scaled)
 CT0135
 CT0135                          SUPERSEDED SURVEY CONTROL
 CT0135
 CT0135  NGVD 29 (??/??/92)  450.376  (m)         1477.61   (f) ADJ UNCH    2 0
 CT0135
 CT0135.Superseded values are not recommended for survey control.
 CT0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0135.See file dsdata.txt to determine how the superseded data were derived.
 CT0135
 CT0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA625501(NAD 83)
 CT0135_MARKER: DB = BENCH MARK DISK
 CT0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0135_SP_SET: FOOTING
 CT0135_STAMPING: K 194 1933
 CT0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0135
 CT0135  HISTORY     - Date     Condition        Report By
 CT0135  HISTORY     - 1933     MONUMENTED       CGS
 CT0135  HISTORY     - 1966     GOOD             NGS
 CT0135  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0135  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 CT0135
 CT0135                          STATION DESCRIPTION
 CT0135
 CT0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CT0135'IN DUBLIN.
 CT0135'ABOUT 0.3 MILE EAST ALONG THE A.T. AND SANTA FE RAILWAY FROM THE
 CT0135'STATION IN DUBLIN, AT MILE POST 86, ON THE EAST SIDE OF THE RAIL ROAD
 CT0135'TRACKS, IN THE SOUTHWEST CONCRETE FOOTING WHICH IS THE REMAINS OF AN
 CT0135'OLD WATER TANK.  IT IS CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP OF
 CT0135'CONCRETE.
 CT0135
 CT0135                          STATION RECOVERY (1995)
 CT0135
 CT0135'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0135'MARK NOT FOUND.
 CT0135
 CT0135                          STATION RECOVERY (1999)
 CT0135
 CT0135'RECOVERY NOTE BY US POWER SQUADRON 1999
 CT0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2260 ***********************************************************************
 CS2260  DESIGNATION -  K 195
 CS2260  PID         -  CS2260
 CS2260  STATE/COUNTY-  TX/BOSQUE
 CS2260  USGS QUAD   -  MORGAN (1977)
 CS2260
 CS2260                         *CURRENT SURVEY CONTROL
 CS2260  ___________________________________________________________________
 CS2260* NAD 83(1986)-  32 00 38.     (N)    097 35 01.     (W)     SCALED    
 CS2260* NAVD 88     -       206.833  (meters)     678.58   (feet)  ADJUSTED  
 CS2260  ___________________________________________________________________
 CS2260  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS2260  DYNAMIC HT  -         206.577 (meters)     677.74  (feet)  COMP
 CS2260  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 CS2260
 CS2260  VERT ORDER  -  SECOND    CLASS 0
 CS2260
 CS2260.The horizontal coordinates were scaled from a topographic map and have
 CS2260.an estimated accuracy of +/- 6 seconds.
 CS2260
 CS2260.The orthometric height was determined by differential leveling
 CS2260.and adjusted by the National Geodetic Survey in June 1991..
 CS2260
 CS2260.The geoid height was determined by GEOID03.
 CS2260
 CS2260.The dynamic height is computed by dividing the NAVD 88
 CS2260.geopotential number by the normal gravity value computed on the
 CS2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2260.degrees latitude (g = 980.6199 gals.).
 CS2260
 CS2260.The modeled gravity was interpolated from observed gravity values.
 CS2260
 CS2260;                    North         East    Units  Estimated Accuracy
 CS2260;SPC TX C     - 3,263,060.      959,780.      MT  (+/- 180 meters Scaled)
 CS2260
 CS2260                          SUPERSEDED SURVEY CONTROL
 CS2260
 CS2260  NGVD 29 (??/??/92)  206.797  (m)          678.47   (f) ADJ UNCH    2 0
 CS2260
 CS2260.Superseded values are not recommended for survey control.
 CS2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2260.See file dsdata.txt to determine how the superseded data were derived.
 CS2260
 CS2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA337424(NAD 83)
 CS2260_MARKER: DB = BENCH MARK DISK
 CS2260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2260_SP_SET: ABUTMENT
 CS2260_STAMPING: K 195 1933 678.466
 CS2260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2260
 CS2260  HISTORY     - Date     Condition        Report By
 CS2260  HISTORY     - 1933     MONUMENTED       CGS
 CS2260  HISTORY     - 1951     GOOD             NGS
 CS2260  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2260
 CS2260                          STATION DESCRIPTION
 CS2260
 CS2260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS2260'01.4 MI E FROM MORGAN.
 CS2260'ABOUT 01.4 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 CS2260'MORGAN, BOSQUE COUNTY, AT BRIDGE 52.9 AND IN THE TOP OF SOUTH END OF
 CS2260'THE EAST CONCRETE ABUTMENT.  A STANDARD DISK STAMPED K 195 1933
 CS2260'678.466.  NOTE-- THE PRESENT BRIDGE NUMBER REFERS TO THE ORIGINAL
 CS2260'MILEAGE.  THIS NUMBER WILL BE CHANGED WHEN THE RAILROAD ROUTE IS
 CS2260'COMPLETED AROUND LAKE WHITNEY.
 CS2260
 CS2260                          STATION RECOVERY (2001)
 CS2260
 CS2260'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0379 ***********************************************************************
 BM0379  DESIGNATION -  K 196
 BM0379  PID         -  BM0379
 BM0379  STATE/COUNTY-  TX/WILLIAMSON
 BM0379  USGS QUAD   -  THRALL (1989)
 BM0379
 BM0379                         *CURRENT SURVEY CONTROL
 BM0379  ___________________________________________________________________
 BM0379* NAD 83(1986)-  30 35 27.     (N)    097 17 37.     (W)     SCALED    
 BM0379* NAVD 88     -       170.73   (+/-2cm)     560.1    (feet)  VERTCON   
 BM0379  ___________________________________________________________________
 BM0379  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0379
 BM0379  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0379
 BM0379.The horizontal coordinates were scaled from a topographic map and have
 BM0379.an estimated accuracy of +/- 6 seconds.
 BM0379
 BM0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0379.The vertical order pertains to the NGVD 29 superseded value.
 BM0379
 BM0379.The geoid height was determined by GEOID03.
 BM0379
 BM0379;                    North         East    Units  Estimated Accuracy
 BM0379;SPC TX C     - 3,106,430.      991,480.      MT  (+/- 180 meters Scaled)
 BM0379
 BM0379                          SUPERSEDED SURVEY CONTROL
 BM0379
 BM0379  NGVD 29 (??/??/92)  170.657  (m)          559.90   (f) ADJ UNCH    2 0
 BM0379
 BM0379.Superseded values are not recommended for survey control.
 BM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0379.See file dsdata.txt to determine how the superseded data were derived.
 BM0379
 BM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU636854(NAD 83)
 BM0379_MARKER: DB = BENCH MARK DISK
 BM0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0379_STAMPING: 559.933 K 196 1933
 BM0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0379+STABILITY: SURFACE MOTION
 BM0379
 BM0379  HISTORY     - Date     Condition        Report By
 BM0379  HISTORY     - 1933     MONUMENTED       CGS
 BM0379  HISTORY     - 1935     GOOD             NGS
 BM0379  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0379
 BM0379                          STATION DESCRIPTION
 BM0379
 BM0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0379'5.2 MI W FROM THORNDALE.
 BM0379'IN WILLIAMSON COUNTY, 5.2 MILES WEST ALONG THE MISSOURI PACIFIC
 BM0379'RAILROAD (FORMERLY THE INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM
 BM0379'THORNDALE, MILAM COUNTY, 200 FEET WEST OF POLE 137/20, 56 YARDS EAST
 BM0379'OF A ROAD CROSSING, 49 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 3
 BM0379'FEET WEST OF A NORTH-AND-SOUTH FENCE, 2 FEET SOUTH OF THE RIGHT-OF-WAY
 BM0379'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 BM0379
 BM0379                          STATION RECOVERY (1935)
 BM0379
 BM0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0379'RECOVERED IN GOOD CONDITION.
 BM0379
 BM0379                          STATION RECOVERY (1999)
 BM0379
 BM0379'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0277 ***********************************************************************
 BM0277  DESIGNATION -  K 197
 BM0277  PID         -  BM0277
 BM0277  STATE/COUNTY-  TX/MILAM
 BM0277  USGS QUAD   -  GAUSE (1989)
 BM0277
 BM0277                         *CURRENT SURVEY CONTROL
 BM0277  ___________________________________________________________________
 BM0277* NAD 83(1986)-  30 49 08.     (N)    096 40 22.     (W)     SCALED    
 BM0277* NAVD 88     -        96.06   (+/-2cm)     315.2    (feet)  VERTCON   
 BM0277  ___________________________________________________________________
 BM0277  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BM0277
 BM0277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0277
 BM0277.The horizontal coordinates were scaled from a topographic map and have
 BM0277.an estimated accuracy of +/- 6 seconds.
 BM0277
 BM0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0277.The vertical order pertains to the NGVD 29 superseded value.
 BM0277
 BM0277.The geoid height was determined by GEOID03.
 BM0277
 BM0277;                    North         East    Units  Estimated Accuracy
 BM0277;SPC TX C     - 3,133,490.    1,050,160.      MT  (+/- 180 meters Scaled)
 BM0277
 BM0277                          SUPERSEDED SURVEY CONTROL
 BM0277
 BM0277  NGVD 29 (??/??/92)   96.016  (m)          315.01   (f) ADJ UNCH    2 0
 BM0277
 BM0277.Superseded values are not recommended for survey control.
 BM0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0277.See file dsdata.txt to determine how the superseded data were derived.
 BM0277
 BM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV226118(NAD 83)
 BM0277_MARKER: DB = BENCH MARK DISK
 BM0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0277_STAMPING: 315.068 K 197 1933
 BM0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0277+STABILITY: SURFACE MOTION
 BM0277
 BM0277  HISTORY     - Date     Condition        Report By
 BM0277  HISTORY     - 1933     MONUMENTED       CGS
 BM0277  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 BM0277
 BM0277                          STATION DESCRIPTION
 BM0277
 BM0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0277'3.7 MI NE FROM GAUSE.
 BM0277'3.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BM0277'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT GAUSE,
 BM0277'MILAM COUNTY, 1.0 MILE SOUTHWEST OF THE BRIDGE OVER BRAZOS RIVER, NEAR
 BM0277'MILEPOST 96, 50 FEET SOUTHWEST OF A ROAD CROSSING, 47 FEET SOUTHEAST
 BM0277'OF THE CENTERLINE OF THE TRACK, 2 FEET NORTH OF THE RIGHT-OF-WAY
 BM0277'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 BM0277
 BM0277                          STATION RECOVERY (1999)
 BM0277
 BM0277'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1035 ***********************************************************************
 BZ1035  DESIGNATION -  K 198
 BZ1035  PID         -  BZ1035
 BZ1035  STATE/COUNTY-  TX/CORYELL
 BZ1035  USGS QUAD   -  JONESBORO (1979)
 BZ1035
 BZ1035                         *CURRENT SURVEY CONTROL
 BZ1035  ___________________________________________________________________
 BZ1035* NAD 83(1986)-  31 31 20.     (N)    097 53 53.     (W)     SCALED    
 BZ1035* NAVD 88     -       288.313  (meters)     945.91   (feet)  ADJUSTED  
 BZ1035  ___________________________________________________________________
 BZ1035  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BZ1035  DYNAMIC HT  -         287.939 (meters)     944.68  (feet)  COMP
 BZ1035  MODELED GRAV-     979,336.1   (mgal)                       NAVD 88
 BZ1035
 BZ1035  VERT ORDER  -  SECOND    CLASS 0
 BZ1035
 BZ1035.The horizontal coordinates were scaled from a topographic map and have
 BZ1035.an estimated accuracy of +/- 6 seconds.
 BZ1035
 BZ1035.The orthometric height was determined by differential leveling
 BZ1035.and adjusted by the National Geodetic Survey in June 1991..
 BZ1035
 BZ1035.The geoid height was determined by GEOID03.
 BZ1035
 BZ1035.The dynamic height is computed by dividing the NAVD 88
 BZ1035.geopotential number by the normal gravity value computed on the
 BZ1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1035.degrees latitude (g = 980.6199 gals.).
 BZ1035
 BZ1035.The modeled gravity was interpolated from observed gravity values.
 BZ1035
 BZ1035;                    North         East    Units  Estimated Accuracy
 BZ1035;SPC TX C     - 3,208,230.      931,270.      MT  (+/- 180 meters Scaled)
 BZ1035
 BZ1035                          SUPERSEDED SURVEY CONTROL
 BZ1035
 BZ1035  NGVD 29 (??/??/92)  288.241  (m)          945.67   (f) ADJ UNCH    2 0
 BZ1035
 BZ1035.Superseded values are not recommended for survey control.
 BZ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1035.See file dsdata.txt to determine how the superseded data were derived.
 BZ1035
 BZ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV046880(NAD 83)
 BZ1035_MARKER: DB = BENCH MARK DISK
 BZ1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1035_STAMPING: K 198 1933
 BZ1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1035+STABILITY: SURFACE MOTION
 BZ1035
 BZ1035  HISTORY     - Date     Condition        Report By
 BZ1035  HISTORY     - 1933     MONUMENTED       CGS
 BZ1035  HISTORY     - 1956     POOR             USGS
 BZ1035  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1035
 BZ1035                          STATION DESCRIPTION
 BZ1035
 BZ1035'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 BZ1035'4.9 MI SE FROM IRELAND.
 BZ1035'4.9 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ1035'IRELAND, CORYELL COUNTY, 125 FEET SOUTHEAST OF POLE 11+27, 50 FEET
 BZ1035'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 3 FEET NORTHEAST OF THE
 BZ1035'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST.
 BZ1035
 BZ1035                          STATION RECOVERY (2001)
 BZ1035
 BZ1035'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0881 ***********************************************************************
 BZ0881  DESIGNATION -  K 199
 BZ0881  PID         -  BZ0881
 BZ0881  STATE/COUNTY-  TX/MCLENNAN
 BZ0881  USGS QUAD   -  MOODY (1993)
 BZ0881
 BZ0881                         *CURRENT SURVEY CONTROL
 BZ0881  ___________________________________________________________________
 BZ0881* NAD 83(1986)-  31 19 59.     (N)    097 21 39.     (W)     SCALED    
 BZ0881* NAVD 88     -       243.963  (meters)     800.40   (feet)  ADJUSTED  
 BZ0881  ___________________________________________________________________
 BZ0881  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BZ0881  DYNAMIC HT  -         243.641 (meters)     799.35  (feet)  COMP
 BZ0881  MODELED GRAV-     979,319.0   (mgal)                       NAVD 88
 BZ0881
 BZ0881  VERT ORDER  -  SECOND    CLASS 0
 BZ0881
 BZ0881.The horizontal coordinates were scaled from a topographic map and have
 BZ0881.an estimated accuracy of +/- 6 seconds.
 BZ0881
 BZ0881.The orthometric height was determined by differential leveling
 BZ0881.and adjusted by the National Geodetic Survey in June 1991..
 BZ0881
 BZ0881.The geoid height was determined by GEOID03.
 BZ0881
 BZ0881.The dynamic height is computed by dividing the NAVD 88
 BZ0881.geopotential number by the normal gravity value computed on the
 BZ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0881.degrees latitude (g = 980.6199 gals.).
 BZ0881
 BZ0881.The modeled gravity was interpolated from observed gravity values.
 BZ0881
 BZ0881;                    North         East    Units  Estimated Accuracy
 BZ0881;SPC TX C     - 3,188,510.      982,830.      MT  (+/- 180 meters Scaled)
 BZ0881
 BZ0881                          SUPERSEDED SURVEY CONTROL
 BZ0881
 BZ0881  NGVD 29 (??/??/92)  243.913  (m)          800.24   (f) ADJ UNCH    2 0
 BZ0881
 BZ0881.Superseded values are not recommended for survey control.
 BZ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0881.See file dsdata.txt to determine how the superseded data were derived.
 BZ0881
 BZ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV559676(NAD 83)
 BZ0881_MARKER: DB = BENCH MARK DISK
 BZ0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0881_STAMPING: K 199 1933
 BZ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0881+STABILITY: SURFACE MOTION
 BZ0881
 BZ0881  HISTORY     - Date     Condition        Report By
 BZ0881  HISTORY     - 1933     MONUMENTED       CGS
 BZ0881  HISTORY     - 1941     GOOD             NGS
 BZ0881  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0881  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0881
 BZ0881                          STATION DESCRIPTION
 BZ0881
 BZ0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 BZ0881'1.3 MI N FROM MOODY.
 BZ0881'1.3 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0881'MOODY, MCLENNAN COUNTY, 630 FEET NORTH OF MILEPOST 235, 56 FEET SOUTH
 BZ0881'OF A ROAD CROSSING, 36 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 BZ0881'12 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A
 BZ0881'CONCRETE POST.
 BZ0881
 BZ0881                          STATION RECOVERY (1995)
 BZ0881
 BZ0881'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0881'MARK NOT FOUND.
 BZ0881
 BZ0881                          STATION RECOVERY (2001)
 BZ0881
 BZ0881'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLM)
 BZ0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0950 ***********************************************************************
 BY0950  DESIGNATION -  K 2
 BY0950  PID         -  BY0950
 BY0950  STATE/COUNTY-  TX/POLK
 BY0950  USGS QUAD   -  WAKEFIELD (1980)
 BY0950
 BY0950                         *CURRENT SURVEY CONTROL
 BY0950  ___________________________________________________________________
 BY0950* NAD 83(1986)-  31 06 32.     (N)    094 48 50.     (W)     SCALED    
 BY0950* NAVD 88     -        68.46   (+/-2cm)     224.6    (feet)  VERTCON   
 BY0950  ___________________________________________________________________
 BY0950  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BY0950
 BY0950  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0950
 BY0950.The horizontal coordinates were scaled from a topographic map and have
 BY0950.an estimated accuracy of +/- 6 seconds.
 BY0950
 BY0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0950.The vertical order pertains to the NGVD 29 superseded value.
 BY0950
 BY0950.The geoid height was determined by GEOID03.
 BY0950
 BY0950;                    North         East    Units  Estimated Accuracy
 BY0950;SPC TX C     - 3,172,940.    1,226,250.      MT  (+/- 180 meters Scaled)
 BY0950
 BY0950                          SUPERSEDED SURVEY CONTROL
 BY0950
 BY0950  NGVD 29 (??/??/92)   68.488  (m)          224.70   (f) ADJ UNCH    2 0
 BY0950
 BY0950.Superseded values are not recommended for survey control.
 BY0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0950.See file dsdata.txt to determine how the superseded data were derived.
 BY0950
 BY0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ270430(NAD 83)
 BY0950_MARKER: DD = SURVEY DISK
 BY0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0950_STAMPING: K 2
 BY0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0950+STABILITY: SURFACE MOTION
 BY0950
 BY0950  HISTORY     - Date     Condition        Report By
 BY0950  HISTORY     - UNK      MONUMENTED       DOD
 BY0950  HISTORY     - 1963     POOR             USGS
 BY0950
 BY0950                          STATION DESCRIPTION
 BY0950
 BY0950'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BY0950'0.5 MI SE FROM WAKEFIELD.
 BY0950'CORRIGAN, 7.3 MILES NORTH ALONG U.S. HIGHWAY 59, 0.1 MILE WEST ON FARM
 BY0950'ROAD 2714, 1.0 MILES NORTHERLY ALONG THE TRACK ROAD OF THE OLD HIGHWAY
 BY0950'59, 50 FEET NORTH OF THE DOUBLE POLE POWER LINE CROSSING OF THE ROAD,
 BY0950'15 FEET WEST OF THE OLD HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 BY0950'PROJECTING 0.2 FEET ABOVE GROUND.  NOTE-- THE TOP OF THIS POST HAS
 BY0950'CRUMPLED AND THE TABLET BENT ON ONE EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0276 ***********************************************************************
 AJ0276  DESIGNATION -  K 2
 AJ0276  PID         -  AJ0276
 AJ0276  STATE/COUNTY-  TX/JIM WELLS
 AJ0276  USGS QUAD   -  ELLA (1963)
 AJ0276
 AJ0276                         *CURRENT SURVEY CONTROL
 AJ0276  ___________________________________________________________________
 AJ0276* NAD 83(1986)-  27 28 10.     (N)    098 04 20.     (W)     SCALED    
 AJ0276* NAVD 88     -        40.22   (+/-2cm)     132.0    (feet)  VERTCON   
 AJ0276  ___________________________________________________________________
 AJ0276  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AJ0276
 AJ0276  VERT ORDER  -  ? (See Below)
 AJ0276
 AJ0276.The horizontal coordinates were scaled from a topographic map and have
 AJ0276.an estimated accuracy of +/- 6 seconds.
 AJ0276
 AJ0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0276.The vertical order pertains to the NGVD 29 superseded value.
 AJ0276
 AJ0276.The geoid height was determined by GEOID03.
 AJ0276
 AJ0276;                    North         East    Units  Estimated Accuracy
 AJ0276;SPC TX S     - 5,199,810.      342,280.      MT  (+/- 180 meters Scaled)
 AJ0276
 AJ0276                          SUPERSEDED SURVEY CONTROL
 AJ0276
 AJ0276  NGVD 29 (??/??/92)   40.311  (m)          132.25   (f) ADJ UNCH    ?  
 AJ0276
 AJ0276.Superseded values are not recommended for survey control.
 AJ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0276.See file dsdata.txt to determine how the superseded data were derived.
 AJ0276
 AJ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR916387(NAD 83)
 AJ0276_MARKER: DD = SURVEY DISK
 AJ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0276_STAMPING: K-2
 AJ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0276+STABILITY: SURFACE MOTION
 AJ0276
 AJ0276  HISTORY     - Date     Condition        Report By
 AJ0276  HISTORY     - UNK      MONUMENTED       TXHD
 AJ0276  HISTORY     - 1976     GOOD             TXHD
 AJ0276
 AJ0276                          STATION DESCRIPTION
 AJ0276
 AJ0276'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0276'10 MI NE FROM PREMONT.
 AJ0276'7.65 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AJ0276'STATION AT PREMONT, THENCE 2.35 MILES EAST ALONG THE EXXON REFINERY
 AJ0276'ROAD, 2.1 MILES EAST OF THE GATE HOUSE ENTRANCE TO THE KING RANCH, 2
 AJ0276'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE, 2 FEET NORTH OF A
 AJ0276'METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AJ0276'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0060 ***********************************************************************
 BN0060  DESIGNATION -  K 200
 BN0060  PID         -  BN0060
 BN0060  STATE/COUNTY-  TX/BURNET
 BN0060  USGS QUAD   -  BERTRAM (1986)
 BN0060
 BN0060                         *CURRENT SURVEY CONTROL
 BN0060  ___________________________________________________________________
 BN0060* NAD 83(1986)-  30 43 27.     (N)    098 00 38.     (W)     SCALED    
 BN0060* NAVD 88     -       356.173  (meters)    1168.54   (feet)  ADJUSTED  
 BN0060  ___________________________________________________________________
 BN0060  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BN0060  DYNAMIC HT  -         355.692 (meters)    1166.97  (feet)  COMP
 BN0060  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 BN0060
 BN0060  VERT ORDER  -  SECOND    CLASS 0
 BN0060
 BN0060.The horizontal coordinates were scaled from a topographic map and have
 BN0060.an estimated accuracy of +/- 6 seconds.
 BN0060
 BN0060.The orthometric height was determined by differential leveling
 BN0060.and adjusted by the National Geodetic Survey in June 1991..
 BN0060
 BN0060.The geoid height was determined by GEOID03.
 BN0060
 BN0060.The dynamic height is computed by dividing the NAVD 88
 BN0060.geopotential number by the normal gravity value computed on the
 BN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0060.degrees latitude (g = 980.6199 gals.).
 BN0060
 BN0060.The modeled gravity was interpolated from observed gravity values.
 BN0060
 BN0060;                    North         East    Units  Estimated Accuracy
 BN0060;SPC TX C     - 3,119,550.      922,430.      MT  (+/- 180 meters Scaled)
 BN0060
 BN0060                          SUPERSEDED SURVEY CONTROL
 BN0060
 BN0060  NGVD 29 (??/??/92)  356.094  (m)         1168.29   (f) ADJ UNCH    2 0
 BN0060
 BN0060.Superseded values are not recommended for survey control.
 BN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0060.See file dsdata.txt to determine how the superseded data were derived.
 BN0060
 BN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU947994(NAD 83)
 BN0060_MARKER: DB = BENCH MARK DISK
 BN0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0060_SP_SET: CULVERT
 BN0060_STAMPING: K-200 1933
 BN0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0060+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2005
 BN0060
 BN0060  HISTORY     - Date     Condition        Report By
 BN0060  HISTORY     - 1933     MONUMENTED       CGS
 BN0060  HISTORY     - 20020223 GOOD             USPSQD
 BN0060  HISTORY     - 20051022 GOOD             USPSQD
 BN0060
 BN0060                          STATION DESCRIPTION
 BN0060
 BN0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0060'3.0 MI E FROM BERTRAM.
 BN0060'ALONG TEXAS AND NEW ORLEANS RAILROAD, 1050 FEET WEST OF MILEPOST 46,
 BN0060'10 FEET SOUTH OF CENTER OF TRACK, IN HEADWALL OF PIPE CULVERT NO.
 BN0060'46-A.
 BN0060
 BN0060                          STATION RECOVERY (2002)
 BN0060
 BN0060'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BN0060'BEST ACCESS IS FROM COUNTY ROAD 264.
 BN0060
 BN0060                          STATION RECOVERY (2005)
 BN0060
 BN0060'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMW)
 BN0060'0.5 FEET WEST OF WEST EDGE OF CULVERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0616 ***********************************************************************
 BM0616  DESIGNATION -  K 201
 BM0616  PID         -  BM0616
 BM0616  STATE/COUNTY-  TX/TRAVIS
 BM0616  USGS QUAD   -  AUSTIN EAST (1988)
 BM0616
 BM0616                         *CURRENT SURVEY CONTROL
 BM0616  ___________________________________________________________________
 BM0616* NAD 83(1986)-  30 17 24.     (N)    097 42 50.     (W)     SCALED    
 BM0616* NAVD 88     -       172.402  (meters)     565.62   (feet)  ADJUSTED  
 BM0616  ___________________________________________________________________
 BM0616  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BM0616  DYNAMIC HT  -         172.167 (meters)     564.85  (feet)  COMP
 BM0616  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 BM0616
 BM0616  VERT ORDER  -  SECOND    CLASS 0
 BM0616
 BM0616.The horizontal coordinates were scaled from a topographic map and have
 BM0616.an estimated accuracy of +/- 6 seconds.
 BM0616
 BM0616.The orthometric height was determined by differential leveling
 BM0616.and adjusted by the National Geodetic Survey in June 1991..
 BM0616
 BM0616.The geoid height was determined by GEOID03.
 BM0616
 BM0616.The dynamic height is computed by dividing the NAVD 88
 BM0616.geopotential number by the normal gravity value computed on the
 BM0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0616.degrees latitude (g = 980.6199 gals.).
 BM0616
 BM0616.The modeled gravity was interpolated from observed gravity values.
 BM0616
 BM0616;                    North         East    Units  Estimated Accuracy
 BM0616;SPC TX C     - 3,072,070.      951,970.      MT  (+/- 180 meters Scaled)
 BM0616
 BM0616                          SUPERSEDED SURVEY CONTROL
 BM0616
 BM0616  NGVD 29 (??/??/92)  172.303  (m)          565.30   (f) ADJ UNCH    2 0
 BM0616
 BM0616.Superseded values are not recommended for survey control.
 BM0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0616.See file dsdata.txt to determine how the superseded data were derived.
 BM0616
 BM0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU236516(NAD 83)
 BM0616_MARKER: DB = BENCH MARK DISK
 BM0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0616_STAMPING: K-201 1933
 BM0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0616+STABILITY: SURFACE MOTION
 BM0616
 BM0616  HISTORY     - Date     Condition        Report By
 BM0616  HISTORY     - 1933     MONUMENTED       CGS
 BM0616  HISTORY     - 1944     GOOD             NGS
 BM0616  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0616  HISTORY     - 19860618 MARK NOT FOUND   USGS
 BM0616  HISTORY     - 19980815 POOR             USPSQD
 BM0616  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 BM0616
 BM0616                          STATION DESCRIPTION
 BM0616
 BM0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0616'3.6 MI N FROM AUSTIN.
 BM0616'ALONG THE TEXAS AND NEW ORLEANS RAILROAD, 700 FEET NORTHWEST OF
 BM0616'MILEPOST 4, AT CATTLE GUARD NO. 4-B, 40 FEET SOUTHEAST OF CENTERLINE
 BM0616'OF CROSS ROAD, 21 FEET NORTHEAST OF CENTER OF TRACK, IN RIGHT OF WAY
 BM0616'FENCE CORNER.
 BM0616
 BM0616                          STATION RECOVERY (1944)
 BM0616
 BM0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BM0616'RECOVERED IN GOOD CONDITION.
 BM0616
 BM0616                          STATION RECOVERY (1980)
 BM0616
 BM0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0616'SEARCHED FOR, NOT RECOVERED.
 BM0616
 BM0616                          STATION RECOVERY (1986)
 BM0616
 BM0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0616'MARK NOT FOUND.
 BM0616
 BM0616                          STATION RECOVERY (1998)
 BM0616
 BM0616'RECOVERY NOTE BY US POWER SQUADRON 1998
 BM0616'MARK RECOVERED IN POOR CONDITION.
 BM0616
 BM0616                          STATION RECOVERY (2003)
 BM0616
 BM0616'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0084 ***********************************************************************
 BN0084  DESIGNATION -  K 202
 BN0084  PID         -  BN0084
 BN0084  STATE/COUNTY-  TX/BLANCO
 BN0084  USGS QUAD   -  HENLY (1986)
 BN0084
 BN0084                         *CURRENT SURVEY CONTROL
 BN0084  ___________________________________________________________________
 BN0084* NAD 83(1986)-  30 11 38.     (N)    098 14 49.     (W)     SCALED    
 BN0084* NAVD 88     -       396.113  (meters)    1299.58   (feet)  ADJUSTED  
 BN0084  ___________________________________________________________________
 BN0084  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 BN0084  DYNAMIC HT  -         395.558 (meters)    1297.76  (feet)  COMP
 BN0084  MODELED GRAV-     979,230.2   (mgal)                       NAVD 88
 BN0084
 BN0084  VERT ORDER  -  SECOND    CLASS 0
 BN0084
 BN0084.The horizontal coordinates were scaled from a topographic map and have
 BN0084.an estimated accuracy of +/- 6 seconds.
 BN0084
 BN0084.The orthometric height was determined by differential leveling
 BN0084.and adjusted by the National Geodetic Survey in June 1991..
 BN0084
 BN0084.The geoid height was determined by GEOID03.
 BN0084
 BN0084.The dynamic height is computed by dividing the NAVD 88
 BN0084.geopotential number by the normal gravity value computed on the
 BN0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0084.degrees latitude (g = 980.6199 gals.).
 BN0084
 BN0084.The modeled gravity was interpolated from observed gravity values.
 BN0084
 BN0084;                    North         East    Units  Estimated Accuracy
 BN0084;SPC TX C     - 3,060,330.      900,900.      MT  (+/- 180 meters Scaled)
 BN0084
 BN0084                          SUPERSEDED SURVEY CONTROL
 BN0084
 BN0084  NGVD 29 (??/??/92)  396.019  (m)         1299.27   (f) ADJ UNCH    2 0
 BN0084
 BN0084.Superseded values are not recommended for survey control.
 BN0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0084.See file dsdata.txt to determine how the superseded data were derived.
 BN0084
 BN0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU724405(NAD 83)
 BN0084_MARKER: DB = BENCH MARK DISK
 BN0084_SETTING: 66 = SET IN ROCK OUTCROP
 BN0084_SP_SET: ROCK LEDGE
 BN0084_STAMPING: K 202 1933
 BN0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0084+STABILITY: POSITION/ELEVATION WELL
 BN0084
 BN0084  HISTORY     - Date     Condition        Report By
 BN0084  HISTORY     - 1933     MONUMENTED       CGS
 BN0084  HISTORY     - 1953     GOOD             NGS
 BN0084
 BN0084                          STATION DESCRIPTION
 BN0084
 BN0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0084'10.2 MI W FROM DRIPPING SPRINGS.
 BN0084'10.2 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BN0084'DRIPPING SPRINGS, 190 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BN0084'CONCRETE BRIDGE OVER FLAT CREEK, 79 FEET SOUTH OF THE CENTER LINE OF
 BN0084'THE HIGHWAY, 60 FEET SOUTHWEST OF A TELEPHONE POLE, SET IN THE TOP OF
 BN0084'A LIMESTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0666 ***********************************************************************
 AH0666  DESIGNATION -  K 203
 AH0666  PID         -  AH0666
 AH0666  STATE/COUNTY-  TX/KLEBERG
 AH0666  USGS QUAD   -  RIVIERA (1979)
 AH0666
 AH0666                         *CURRENT SURVEY CONTROL
 AH0666  ___________________________________________________________________
 AH0666* NAD 83(1986)-  27 16 03.     (N)    097 50 37.     (W)     SCALED    
 AH0666* NAVD 88     -        12.916  (meters)      42.38   (feet)  ADJUSTED  
 AH0666  ___________________________________________________________________
 AH0666  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AH0666  DYNAMIC HT  -          12.896 (meters)      42.31  (feet)  COMP
 AH0666  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 AH0666
 AH0666  VERT ORDER  -  SECOND    CLASS 0
 AH0666
 AH0666.The horizontal coordinates were scaled from a topographic map and have
 AH0666.an estimated accuracy of +/- 6 seconds.
 AH0666
 AH0666.The orthometric height was determined by differential leveling
 AH0666.and adjusted by the National Geodetic Survey in June 1991..
 AH0666
 AH0666.The geoid height was determined by GEOID03.
 AH0666
 AH0666.The dynamic height is computed by dividing the NAVD 88
 AH0666.geopotential number by the normal gravity value computed on the
 AH0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0666.degrees latitude (g = 980.6199 gals.).
 AH0666
 AH0666.The modeled gravity was interpolated from observed gravity values.
 AH0666
 AH0666;                    North         East    Units  Estimated Accuracy
 AH0666;SPC TX S     - 5,177,530.      364,990.      MT  (+/- 180 meters Scaled)
 AH0666
 AH0666                          SUPERSEDED SURVEY CONTROL
 AH0666
 AH0666  NGVD 29 (??/??/92)   13.048  (m)           42.81   (f) ADJ UNCH    2 0
 AH0666
 AH0666.Superseded values are not recommended for survey control.
 AH0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0666.See file dsdata.txt to determine how the superseded data were derived.
 AH0666
 AH0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR144165(NAD 83)
 AH0666_MARKER: DB = BENCH MARK DISK
 AH0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0666_STAMPING: K 203 1934
 AH0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0666+STABILITY: SURFACE MOTION
 AH0666
 AH0666  HISTORY     - Date     Condition        Report By
 AH0666  HISTORY     - 1934     MONUMENTED       CGS
 AH0666  HISTORY     - 1951     MARK NOT FOUND   NGS
 AH0666  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0666
 AH0666                          STATION DESCRIPTION
 AH0666
 AH0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0666'3.1 MI SW FROM RIVIERA.
 AH0666'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AH0666'RIVIERA, KLEBERG COUNTY, ABOUT 1.5 MILES SOUTHWEST OF A BRIDGE OVER
 AH0666'LOS OLMOS CREEK, 42 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AH0666'AND 3 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 AH0666'STAMPED K 203 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT
 AH0666'IS BELIEVED TO HAVE BEEN COVERED BY DRIFTING SAND.
 AH0666
 AH0666                          STATION RECOVERY (1975)
 AH0666
 AH0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0421 ***********************************************************************
 BZ0421  DESIGNATION -  K 204
 BZ0421  PID         -  BZ0421
 BZ0421  STATE/COUNTY-  TX/LEON
 BZ0421  USGS QUAD   -  MARGIE (1982)
 BZ0421
 BZ0421                         *CURRENT SURVEY CONTROL
 BZ0421  ___________________________________________________________________
 BZ0421* NAD 83(1986)-  31 14 59.     (N)    096 08 09.     (W)     SCALED    
 BZ0421* NAVD 88     -       158.95   (+/-2cm)     521.5    (feet)  VERTCON   
 BZ0421  ___________________________________________________________________
 BZ0421  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BZ0421
 BZ0421  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0421
 BZ0421.The horizontal coordinates were scaled from a topographic map and have
 BZ0421.an estimated accuracy of +/- 6 seconds.
 BZ0421
 BZ0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0421.The vertical order pertains to the NGVD 29 superseded value.
 BZ0421
 BZ0421.The geoid height was determined by GEOID03.
 BZ0421
 BZ0421;                    North         East    Units  Estimated Accuracy
 BZ0421;SPC TX C     - 3,183,030.    1,099,690.      MT  (+/- 180 meters Scaled)
 BZ0421
 BZ0421                          SUPERSEDED SURVEY CONTROL
 BZ0421
 BZ0421  NGVD 29 (??/??/92)  158.920  (m)          521.39   (f) ADJ UNCH    2 0
 BZ0421
 BZ0421.Superseded values are not recommended for survey control.
 BZ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0421.See file dsdata.txt to determine how the superseded data were derived.
 BZ0421
 BZ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV727608(NAD 83)
 BZ0421_MARKER: DB = BENCH MARK DISK
 BZ0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0421_SP_SET: FOUNDATION
 BZ0421_STAMPING: 521.406 K 204 1933
 BZ0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0421
 BZ0421  HISTORY     - Date     Condition        Report By
 BZ0421  HISTORY     - 1933     MONUMENTED       CGS
 BZ0421  HISTORY     - 1947     GOOD             NGS
 BZ0421  HISTORY     - 1964     MARK NOT FOUND   USGS
 BZ0421
 BZ0421                          STATION DESCRIPTION
 BZ0421
 BZ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BZ0421'1.2 MI SE FROM CONCORD.
 BZ0421'ABOUT 1.2 MILES SOUTHEAST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD
 BZ0421'FROM THE STATION AT CONCORD, ABOUT 2 1/2 POLES SOUTHEAST OF MILE POST
 BZ0421'175, 9.4 FEET EAST OF THE NORTHEAST CORNER OF THE SOUTH ABUTMENT OF AN
 BZ0421'OVERPASS, 8.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BZ0421'THE TRACK, ON TOP OF THE NORTHEAST CORNER OF CONCRETE POLE FOUNDATION.
 BZ0421'A BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 BZ0421
 BZ0421                          STATION RECOVERY (1964)
 BZ0421
 BZ0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BZ0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1666 ***********************************************************************
 BL1666  DESIGNATION -  K 205
 BL1666  PID         -  BL1666
 BL1666  STATE/COUNTY-  TX/WALKER
 BL1666  USGS QUAD   -  STEEP BRANCH (1963)
 BL1666
 BL1666                         *CURRENT SURVEY CONTROL
 BL1666  ___________________________________________________________________
 BL1666* NAD 83(1986)-  30 51 14.     (N)    095 45 09.     (W)     SCALED    
 BL1666* NAVD 88     -        63.70   (+/-2cm)     209.0    (feet)  VERTCON   
 BL1666  ___________________________________________________________________
 BL1666  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BL1666
 BL1666  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1666
 BL1666.The horizontal coordinates were scaled from a topographic map and have
 BL1666.an estimated accuracy of +/- 6 seconds.
 BL1666
 BL1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1666.The vertical order pertains to the NGVD 29 superseded value.
 BL1666
 BL1666.The geoid height was determined by GEOID03.
 BL1666
 BL1666;                    North         East    Units  Estimated Accuracy
 BL1666;SPC TX C     - 3,140,630.    1,137,980.      MT  (+/- 180 meters Scaled)
 BL1666
 BL1666                          SUPERSEDED SURVEY CONTROL
 BL1666
 BL1666  NGVD 29 (??/??/92)   63.700  (m)          208.99   (f) ADJ UNCH    2 0
 BL1666
 BL1666.Superseded values are not recommended for survey control.
 BL1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1666.See file dsdata.txt to determine how the superseded data were derived.
 BL1666
 BL1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ367166(NAD 83)
 BL1666_MARKER: DB = BENCH MARK DISK
 BL1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1666_STAMPING: K-205 1933
 BL1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1666+STABILITY: SURFACE MOTION
 BL1666
 BL1666  HISTORY     - Date     Condition        Report By
 BL1666  HISTORY     - 1933     MONUMENTED       CGS
 BL1666  HISTORY     - 1941     GOOD             NGS
 BL1666
 BL1666                          STATION DESCRIPTION
 BL1666
 BL1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BL1666'12.6 MI SE FROM MADISONVILLE.
 BL1666'12.6 MILES SOUTHEAST OF, ALONG U.S. HIGHWAY 75, 500 FEET NORTH OF
 BL1666'MOSSY GROVE SERVICE STATION.  55 FEET SOUTHWEST OF CENTER OF HIGHWAY,
 BL1666'7 FEET NORTHEAST OF FENCE LINE.
 BL1666
 BL1666                          STATION RECOVERY (1941)
 BL1666
 BL1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 BL1666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1651 ***********************************************************************
 BL1651  DESIGNATION -  K 206
 BL1651  PID         -  BL1651
 BL1651  STATE/COUNTY-  TX/GRIMES
 BL1651  USGS QUAD   -  ROANS PRAIRIE (1962)
 BL1651
 BL1651                         *CURRENT SURVEY CONTROL
 BL1651  ___________________________________________________________________
 BL1651* NAD 83(1986)-  30 33 37.     (N)    095 56 57.     (W)     SCALED    
 BL1651* NAVD 88     -       107.59   (+/-2cm)     353.0    (feet)  VERTCON   
 BL1651  ___________________________________________________________________
 BL1651  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BL1651
 BL1651  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1651
 BL1651.The horizontal coordinates were scaled from a topographic map and have
 BL1651.an estimated accuracy of +/- 6 seconds.
 BL1651
 BL1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1651.The vertical order pertains to the NGVD 29 superseded value.
 BL1651
 BL1651.The geoid height was determined by GEOID03.
 BL1651
 BL1651;                    North         East    Units  Estimated Accuracy
 BL1651;SPC TX C     - 3,107,350.    1,120,470.      MT  (+/- 180 meters Scaled)
 BL1651
 BL1651                          SUPERSEDED SURVEY CONTROL
 BL1651
 BL1651  NGVD 29 (??/??/92)  107.573  (m)          352.93   (f) ADJ UNCH    2 0
 BL1651
 BL1651.Superseded values are not recommended for survey control.
 BL1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1651.See file dsdata.txt to determine how the superseded data were derived.
 BL1651
 BL1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP171845(NAD 83)
 BL1651_MARKER: DB = BENCH MARK DISK
 BL1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1651_STAMPING: K-206 1933
 BL1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1651+STABILITY: SURFACE MOTION
 BL1651
 BL1651  HISTORY     - Date     Condition        Report By
 BL1651  HISTORY     - 1933     MONUMENTED       CGS
 BL1651  HISTORY     - 1961     MARK NOT FOUND   USGS
 BL1651  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1651  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BL1651
 BL1651                          STATION DESCRIPTION
 BL1651
 BL1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BL1651'2.0 MI S FROM ROANS PRAIRIE.
 BL1651'2.0 MILES SOUTH OF ALONG INTERNATIONAL AND GREAT NORTHERN RAILROAD. 30
 BL1651'FEET SOUTH OF MILE POST 16/23, 35 FEET EAST OF CENTER OF TRACK.
 BL1651
 BL1651                          STATION RECOVERY (1961)
 BL1651
 BL1651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BL1651'MARK NOT FOUND.
 BL1651
 BL1651                          STATION RECOVERY (1994)
 BL1651
 BL1651'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1651'MARK NOT FOUND.
 BL1651
 BL1651                          STATION RECOVERY (1999)
 BL1651
 BL1651'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0103 ***********************************************************************
 BM0103  DESIGNATION -  K 207
 BM0103  PID         -  BM0103
 BM0103  STATE/COUNTY-  TX/WASHINGTON
 BM0103  USGS QUAD   -  CHAPPELL HILL (1989)
 BM0103
 BM0103                         *CURRENT SURVEY CONTROL
 BM0103  ___________________________________________________________________
 BM0103* NAD 83(1986)-  30 08 16.     (N)    096 19 06.     (W)     SCALED    
 BM0103* NAVD 88     -       101.62   (+/-2cm)     333.4    (feet)  VERTCON   
 BM0103  ___________________________________________________________________
 BM0103  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BM0103
 BM0103  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0103
 BM0103.The horizontal coordinates were scaled from a topographic map and have
 BM0103.an estimated accuracy of +/- 6 seconds.
 BM0103
 BM0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0103.The vertical order pertains to the NGVD 29 superseded value.
 BM0103
 BM0103.The geoid height was determined by GEOID03.
 BM0103
 BM0103;                    North         East    Units  Estimated Accuracy
 BM0103;SPC TX C     - 3,059,210.    1,086,770.      MT  (+/- 180 meters Scaled)
 BM0103
 BM0103                          SUPERSEDED SURVEY CONTROL
 BM0103
 BM0103  NGVD 29 (??/??/92)  101.592  (m)          333.31   (f) ADJ UNCH    2 0
 BM0103
 BM0103.Superseded values are not recommended for survey control.
 BM0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0103.See file dsdata.txt to determine how the superseded data were derived.
 BM0103
 BM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU583370(NAD 83)
 BM0103_MARKER: DB = BENCH MARK DISK
 BM0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0103_SP_SET: CULVERT
 BM0103_STAMPING: K 207 1933 333.385
 BM0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0103
 BM0103  HISTORY     - Date     Condition        Report By
 BM0103  HISTORY     - 1933     MONUMENTED       CGS
 BM0103  HISTORY     - 1954     GOOD             NGS
 BM0103  HISTORY     - 19910623 GOOD             USPSQD
 BM0103  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0103  HISTORY     - 19941105 MARK NOT FOUND   USPSQD
 BM0103
 BM0103                          STATION DESCRIPTION
 BM0103
 BM0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0103'4.0 MI W FROM CHAPEL HILL.
 BM0103'4.0 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0103'STATION SIGN AT CHAPEL HILL, 0.1 MILE WEST OF A DIRT ROAD CROSSING,
 BM0103'20.2 FEET NORTH OF THE NORTH RAIL, 4 FEET BELOW THE TOP OF THE RAILS,
 BM0103'SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 48
 BM0103'INCH PIPE CULVERT UNDER THE RAILROAD.
 BM0103
 BM0103                          STATION RECOVERY (1991)
 BM0103
 BM0103'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0103'RECOVERED IN GOOD CONDITION.
 BM0103
 BM0103                          STATION RECOVERY (1994)
 BM0103
 BM0103'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0103'MARK NOT FOUND.
 BM0103
 BM0103                          STATION RECOVERY (1994)
 BM0103
 BM0103'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0324 ***********************************************************************
 BM0324  DESIGNATION -  K 208
 BM0324  PID         -  BM0324
 BM0324  STATE/COUNTY-  TX/BURLESON
 BM0324  USGS QUAD   -  CHRIESMAN (1988)
 BM0324
 BM0324                         *CURRENT SURVEY CONTROL
 BM0324  ___________________________________________________________________
 BM0324* NAD 83(1986)-  30 35 53.     (N)    096 46 12.     (W)     SCALED    
 BM0324* NAVD 88     -       137.01   (+/-2cm)     449.5    (feet)  VERTCON   
 BM0324  ___________________________________________________________________
 BM0324  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BM0324
 BM0324  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0324
 BM0324.The horizontal coordinates were scaled from a topographic map and have
 BM0324.an estimated accuracy of +/- 6 seconds.
 BM0324
 BM0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0324.The vertical order pertains to the NGVD 29 superseded value.
 BM0324
 BM0324.The geoid height was determined by GEOID03.
 BM0324
 BM0324;                    North         East    Units  Estimated Accuracy
 BM0324;SPC TX C     - 3,108,720.    1,041,640.      MT  (+/- 180 meters Scaled)
 BM0324
 BM0324                          SUPERSEDED SURVEY CONTROL
 BM0324
 BM0324  NGVD 29 (??/??/92)  136.963  (m)          449.35   (f) ADJ UNCH    2 0
 BM0324
 BM0324.Superseded values are not recommended for survey control.
 BM0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0324.See file dsdata.txt to determine how the superseded data were derived.
 BM0324
 BM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU138871(NAD 83)
 BM0324_MARKER: DB = BENCH MARK DISK
 BM0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0324_STAMPING: K-208 1934
 BM0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0324+STABILITY: SURFACE MOTION
 BM0324
 BM0324  HISTORY     - Date     Condition        Report By
 BM0324  HISTORY     - 1934     MONUMENTED       CGS
 BM0324  HISTORY     - 1961     POOR             USGS
 BM0324
 BM0324                          STATION DESCRIPTION
 BM0324
 BM0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0324'IN CHRIESMAN.
 BM0324'250 FEET SOUTH EAST OF DEPOT OF GULF, COLORADO AND SANTA FE RAILROAD,
 BM0324'54 FEET EAST OF THE CENTER OF THE TRACK, IN FRONT AND TO THE LEFT OF
 BM0324'THE SECTION HOUSE YARD.
 BM0324
 BM0324                          STATION RECOVERY (1961)
 BM0324
 BM0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 BM0324'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0351 ***********************************************************************
 BM0351  DESIGNATION -  K 209
 BM0351  PID         -  BM0351
 BM0351  STATE/COUNTY-  TX/WILLIAMSON
 BM0351  USGS QUAD   -  GRANGER (1988)
 BM0351
 BM0351                         *CURRENT SURVEY CONTROL
 BM0351  ___________________________________________________________________
 BM0351* NAD 83(1986)-  30 38 38.     (N)    097 25 50.     (W)     SCALED    
 BM0351* NAVD 88     -       166.27   (+/-2cm)     545.5    (feet)  VERTCON   
 BM0351  ___________________________________________________________________
 BM0351  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BM0351
 BM0351  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0351
 BM0351.The horizontal coordinates were scaled from a topographic map and have
 BM0351.an estimated accuracy of +/- 6 seconds.
 BM0351
 BM0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0351.The vertical order pertains to the NGVD 29 superseded value.
 BM0351
 BM0351.The geoid height was determined by GEOID03.
 BM0351
 BM0351;                    North         East    Units  Estimated Accuracy
 BM0351;SPC TX C     - 3,111,960.      978,190.      MT  (+/- 180 meters Scaled)
 BM0351
 BM0351                          SUPERSEDED SURVEY CONTROL
 BM0351
 BM0351  NGVD 29 (??/??/92)  166.188  (m)          545.24   (f) ADJ UNCH    1 2
 BM0351
 BM0351.Superseded values are not recommended for survey control.
 BM0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0351.See file dsdata.txt to determine how the superseded data were derived.
 BM0351
 BM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU503911(NAD 83)
 BM0351_MARKER: DB = BENCH MARK DISK
 BM0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0351_SP_SET: ABUTMENT
 BM0351_STAMPING: K-209 1933
 BM0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0351
 BM0351  HISTORY     - Date     Condition        Report By
 BM0351  HISTORY     - 1933     MONUMENTED       CGS
 BM0351  HISTORY     - 1935     GOOD             NGS
 BM0351  HISTORY     - 1983     GOOD             USPSQD
 BM0351  HISTORY     - 1990     GOOD             USPSQD
 BM0351
 BM0351                          STATION DESCRIPTION
 BM0351
 BM0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0351'0.3 MI N FROM CIRCLEVILLE.
 BM0351'0.3 MILES NORTH OF ALONG M. K. T. RAILROAD, AT THE RAILROAD BRIDGE
 BM0351'OVER SAN GABRIEL RIVER, 0.2 MILES SOUTH OF MILE POST 913.  SET
 BM0351'HORIZONTAL IN TOP OF SOUTH CONCRETE ABUTMENT OF STEEL BRIDGE, 12 FEET
 BM0351'EAST OF CENTER OF TRACK.
 BM0351
 BM0351                          STATION RECOVERY (1935)
 BM0351
 BM0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0351'RECOVERED IN GOOD CONDITION.
 BM0351
 BM0351                          STATION RECOVERY (1983)
 BM0351
 BM0351'RECOVERY NOTE BY US POWER SQUADRON 1983
 BM0351'RECOVERED IN GOOD CONDITION.
 BM0351
 BM0351                          STATION RECOVERY (1990)
 BM0351
 BM0351'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0470 ***********************************************************************
 CC0470  DESIGNATION -  K 21
 CC0470  PID         -  CC0470
 CC0470  STATE/COUNTY-  TX/REEVES
 CC0470  USGS QUAD   -  ORLA (1968)
 CC0470
 CC0470                         *CURRENT SURVEY CONTROL
 CC0470  ___________________________________________________________________
 CC0470* NAD 83(1986)-  31 52 17.     (N)    103 56 29.     (W)     SCALED    
 CC0470* NAVD 88     -       870.448  (meters)    2855.79   (feet)  POSTED    
 CC0470  ___________________________________________________________________
 CC0470  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CC0470  DYNAMIC HT  -         869.160 (meters)    2851.57  (feet)  COMP
 CC0470  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 CC0470
 CC0470  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0470
 CC0470.The horizontal coordinates were scaled from a topographic map and have
 CC0470.an estimated accuracy of +/- 6 seconds.
 CC0470
 CC0470.The orthometric height was determined by differential leveling
 CC0470.and adjusted by the National Geodetic Survey in 1992..
 CC0470.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0470.rate of 0.0 thru 1.0 mm/km.
 CC0470
 CC0470.The geoid height was determined by GEOID03.
 CC0470
 CC0470.The dynamic height is computed by dividing the NAVD 88
 CC0470.geopotential number by the normal gravity value computed on the
 CC0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0470.degrees latitude (g = 980.6199 gals.).
 CC0470
 CC0470.The modeled gravity was interpolated from observed gravity values.
 CC0470
 CC0470;                    North         East    Units  Estimated Accuracy
 CC0470;SPC TX C     - 3,249,950.      358,650.      MT  (+/- 180 meters Scaled)
 CC0470
 CC0470                          SUPERSEDED SURVEY CONTROL
 CC0470
 CC0470  NGVD 29 (??/??/92)  869.996  (m)         2854.31   (f) ADJ UNCH    1 2
 CC0470
 CC0470.Superseded values are not recommended for survey control.
 CC0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0470.See file dsdata.txt to determine how the superseded data were derived.
 CC0470
 CC0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR001266(NAD 83)
 CC0470_MARKER: X = CHISELED CROSS
 CC0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0470_SP_SET: SECTION RAIL
 CC0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0470
 CC0470  HISTORY     - Date     Condition        Report By
 CC0470  HISTORY     - UNK      MONUMENTED       CGS
 CC0470  HISTORY     - 1957     GOOD             NGS
 CC0470  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0470
 CC0470                          STATION DESCRIPTION
 CC0470
 CC0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CC0470'3.8 MI NW FROM ORLA.
 CC0470'ABOUT 3.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0470'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 108 FEET NORTHWEST OF
 CC0470'MILEPOST 227, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 1 FOOT
 CC0470'ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF VERTICAL SECTION OF
 CC0470'RAIL WHICH IS THE OLD MILEPOST 227 AND IS PROJECTING 3 FEET.
 CC0470
 CC0470                          STATION RECOVERY (1981)
 CC0470
 CC0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0470'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0271 ***********************************************************************
 AB0271  DESIGNATION -  K 21
 AB0271  PID         -  AB0271
 AB0271  STATE/COUNTY-  TX/CAMERON
 AB0271  USGS QUAD   -  LOS FRESNOS (1983)
 AB0271
 AB0271                         *CURRENT SURVEY CONTROL
 AB0271  ___________________________________________________________________
 AB0271* NAD 83(1986)-  26 03 56.     (N)    097 28 36.     (W)     SCALED    
 AB0271* NAVD 88     -         5.101  (meters)      16.74   (feet)  POSTED    
 AB0271  ___________________________________________________________________
 AB0271  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 AB0271  DYNAMIC HT  -           5.090 (meters)      16.70  (feet)  COMP
 AB0271  MODELED GRAV-     979,042.8   (mgal)                       NAVD 88
 AB0271
 AB0271  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0271
 AB0271.The horizontal coordinates were scaled from a topographic map and have
 AB0271.an estimated accuracy of +/- 6 seconds.
 AB0271
 AB0271.The orthometric height was determined by differential leveling
 AB0271.and adjusted by the National Geodetic Survey in 1992..
 AB0271.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0271.rate of 3.1 thru 4.0 mm/km.
 AB0271
 AB0271.The geoid height was determined by GEOID03.
 AB0271
 AB0271.The dynamic height is computed by dividing the NAVD 88
 AB0271.geopotential number by the normal gravity value computed on the
 AB0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0271.degrees latitude (g = 980.6199 gals.).
 AB0271
 AB0271.The modeled gravity was interpolated from observed gravity values.
 AB0271
 AB0271;                    North         East    Units  Estimated Accuracy
 AB0271;SPC TX S     - 5,044,610.      402,400.      MT  (+/- 180 meters Scaled)
 AB0271
 AB0271                          SUPERSEDED SURVEY CONTROL
 AB0271
 AB0271  NGVD 29 (??/??/92)    5.21   (m)           17.1    (f) COMPUTED    2 0
 AB0271
 AB0271.Superseded values are not recommended for survey control.
 AB0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0271.See file dsdata.txt to determine how the superseded data were derived.
 AB0271
 AB0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP523838(NAD 83)
 AB0271_MARKER: DD = SURVEY DISK
 AB0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0271_SP_SET: CULVERT
 AB0271_STAMPING: K 21 18.33
 AB0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0271
 AB0271  HISTORY     - Date     Condition        Report By
 AB0271  HISTORY     - UNK      MONUMENTED
 AB0271  HISTORY     - 1942     GOOD             NGS
 AB0271  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0271
 AB0271                          STATION DESCRIPTION
 AB0271
 AB0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0271'0.5 MI S FROM LOS FRESNOS.
 AB0271'0.5 MILE SOUTH ALONG PAREDES LINE ROAD FROM THE INTERSECTION OF STATE
 AB0271'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, 24 FEET WEST OF AND 2 FEET
 AB0271'LOWER THAN THE CENTERLINE OF THE ROAD, AT A SMALL CONCRETE CULVERT,
 AB0271'AND IN THE CENTER OF THE TOP OF THE WEST HEADWALL.  A CAMERON COUNTY
 AB0271'STANDARD DISK, STAMPED K 21 18.33.
 AB0271
 AB0271                          STATION RECOVERY (1987)
 AB0271
 AB0271'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0677 ***********************************************************************
 AX0677  DESIGNATION -  K 210
 AX0677  PID         -  AX0677
 AX0677  STATE/COUNTY-  TX/LAVACA
 AX0677  USGS QUAD   -  SHERIDAN (1981)
 AX0677
 AX0677                         *CURRENT SURVEY CONTROL
 AX0677  ___________________________________________________________________
 AX0677* NAD 83(1986)-  29 29 21.     (N)    096 42 32.     (W)     SCALED    
 AX0677* NAVD 88     -        77.79   (+/-2cm)     255.2    (feet)  VERTCON   
 AX0677  ___________________________________________________________________
 AX0677  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0677
 AX0677  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0677
 AX0677.The horizontal coordinates were scaled from a topographic map and have
 AX0677.an estimated accuracy of +/- 6 seconds.
 AX0677
 AX0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0677.The vertical order pertains to the NGVD 29 superseded value.
 AX0677
 AX0677.The geoid height was determined by GEOID03.
 AX0677
 AX0677;                    North         East    Units  Estimated Accuracy
 AX0677;SPC TXSC     - 4,185,690.      822,140.      MT  (+/- 180 meters Scaled)
 AX0677
 AX0677                          SUPERSEDED SURVEY CONTROL
 AX0677
 AX0677  NGVD 29 (??/??/92)   77.783  (m)          255.19   (f) ADJ UNCH    2 0
 AX0677
 AX0677.Superseded values are not recommended for survey control.
 AX0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0677.See file dsdata.txt to determine how the superseded data were derived.
 AX0677
 AX0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT221643(NAD 83)
 AX0677_MARKER: DB = BENCH MARK DISK
 AX0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0677_STAMPING: 255.226 K 210 1934
 AX0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0677+STABILITY: SURFACE MOTION
 AX0677
 AX0677  HISTORY     - Date     Condition        Report By
 AX0677  HISTORY     - 1934     MONUMENTED       CGS
 AX0677  HISTORY     - 19970607 GOOD             USPSQD
 AX0677
 AX0677                          STATION DESCRIPTION
 AX0677
 AX0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0677'2.2 MI W FROM SHERIDAN.
 AX0677'IN LAVACA COUNTY, ABOUT 2.2 MILES WEST ALONG THE TEXAS AND NEW ORLEANS
 AX0677'RAILROAD FROM THE STATION AT SHERIDAN, COLORADO COUNTY, 8 FEET
 AX0677'SOUTHWEST OF MILEPOST 86, 50 FEET SOUTH OF THE CENTER LINE OF THE
 AX0677'TRACK, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 AX0677'STAMPED 255.226 K 210 1934 AND SET IN THE TOP OF A CONCRETE POST.
 AX0677
 AX0677                          STATION RECOVERY (1997)
 AX0677
 AX0677'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0143 ***********************************************************************
 CB0143  DESIGNATION -  K 211 RESET 1963
 CB0143  PID         -  CB0143
 CB0143  STATE/COUNTY-  TX/TOM GREEN
 CB0143  USGS QUAD   -  PECAN STATION (1984)
 CB0143
 CB0143                         *CURRENT SURVEY CONTROL
 CB0143  ___________________________________________________________________
 CB0143* NAD 83(1986)-  31 19 15.     (N)    100 26 34.     (W)     SCALED    
 CB0143* NAVD 88     -       596.13   (+/-2cm)    1955.8    (feet)  VERTCON   
 CB0143  ___________________________________________________________________
 CB0143  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CB0143
 CB0143  VERT ORDER  -  THIRD (See Below)
 CB0143
 CB0143.The horizontal coordinates were scaled from a topographic map and have
 CB0143.an estimated accuracy of +/- 6 seconds.
 CB0143
 CB0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0143.The vertical order pertains to the NGVD 29 superseded value.
 CB0143
 CB0143.The geoid height was determined by GEOID03.
 CB0143
 CB0143;                    North         East    Units  Estimated Accuracy
 CB0143;SPC TX C     - 3,183,380.      689,580.      MT  (+/- 180 meters Scaled)
 CB0143
 CB0143                          SUPERSEDED SURVEY CONTROL
 CB0143
 CB0143  NGVD 29 (??/??/??)  595.93   (m)         1955.1    (f) RESET       3  
 CB0143
 CB0143.Superseded values are not recommended for survey control.
 CB0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0143.See file dsdata.txt to determine how the superseded data were derived.
 CB0143
 CB0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV627660(NAD 83)
 CB0143_MARKER: DB = BENCH MARK DISK
 CB0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0143_STAMPING: K 211 RESET 1963
 CB0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0143+STABILITY: SURFACE MOTION
 CB0143
 CB0143  HISTORY     - Date     Condition        Report By
 CB0143  HISTORY     - 1963     MONUMENTED       TXHD
 CB0143
 CB0143                          STATION DESCRIPTION
 CB0143
 CB0143'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1963
 CB0143'9.8 MI N FROM CHRISTOVAL.
 CB0143'9.8 MILES NORTH ALONG U. S. HIGHWAY 277 FROM CHRISTOVAL, ABOUT 0.2
 CB0143'MILE NORTH OF INTERSECTION WITH UNPAVED ROAD, 68 FEET WEST OF THE
 CB0143'CENTERLINE OF THE HIGHWAY, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 CB0143'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0647 ***********************************************************************
 CA0647  DESIGNATION -  K 212
 CA0647  PID         -  CA0647
 CA0647  STATE/COUNTY-  TX/RUNNELS
 CA0647  USGS QUAD   -  HATCHEL (1987)
 CA0647
 CA0647                         *CURRENT SURVEY CONTROL
 CA0647  ___________________________________________________________________
 CA0647* NAD 83(1986)-  31 50 49.     (N)    099 56 55.     (W)     SCALED    
 CA0647* NAVD 88     -       523.374  (meters)    1717.10   (feet)  ADJUSTED  
 CA0647  ___________________________________________________________________
 CA0647  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CA0647  DYNAMIC HT  -         522.687 (meters)    1714.85  (feet)  COMP
 CA0647  MODELED GRAV-     979,311.2   (mgal)                       NAVD 88
 CA0647
 CA0647  VERT ORDER  -  SECOND    CLASS 0
 CA0647
 CA0647.The horizontal coordinates were scaled from a topographic map and have
 CA0647.an estimated accuracy of +/- 6 seconds.
 CA0647
 CA0647.The orthometric height was determined by differential leveling
 CA0647.and adjusted by the National Geodetic Survey in June 1991..
 CA0647
 CA0647.The geoid height was determined by GEOID03.
 CA0647
 CA0647.The dynamic height is computed by dividing the NAVD 88
 CA0647.geopotential number by the normal gravity value computed on the
 CA0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0647.degrees latitude (g = 980.6199 gals.).
 CA0647
 CA0647.The modeled gravity was interpolated from observed gravity values.
 CA0647
 CA0647;                    North         East    Units  Estimated Accuracy
 CA0647;SPC TX C     - 3,241,770.      736,410.      MT  (+/- 180 meters Scaled)
 CA0647
 CA0647                          SUPERSEDED SURVEY CONTROL
 CA0647
 CA0647  NGVD 29 (??/??/92)  523.260  (m)         1716.73   (f) ADJ UNCH    2 0
 CA0647
 CA0647.Superseded values are not recommended for survey control.
 CA0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0647.See file dsdata.txt to determine how the superseded data were derived.
 CA0647
 CA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA102238(NAD 83)
 CA0647_MARKER: DB = BENCH MARK DISK
 CA0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0647_SP_SET: CONCRETE POST
 CA0647_STAMPING: 1716.529 K 212 1934
 CA0647_MARK LOGO: CGS   
 CA0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0647+STABILITY: SURFACE MOTION
 CA0647
 CA0647  HISTORY     - Date     Condition        Report By
 CA0647  HISTORY     - 1934     MONUMENTED       CGS
 CA0647  HISTORY     - 1941     GOOD             NGS
 CA0647  HISTORY     - 19771213 GOOD             NGS
 CA0647
 CA0647                          STATION DESCRIPTION
 CA0647
 CA0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CA0647'IN HATCHELL.
 CA0647'AT HATCHEL, ABOUT 175 YARDS SOUTHEAST OF THE ABILENE AND SOUTHERN
 CA0647'RAILWAY STATION, 9 FEET NORTHEAST OF MILEPOST 8, AT A STOCK-LOADING
 CA0647'YARD, AND 50 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK.  A
 CA0647'STANDARD DISK, STAMPED 1716.529 K 212 1934 AND SET IN THE TOP OF A
 CA0647'CONCRETE POST.
 CA0647
 CA0647                          STATION RECOVERY (1977)
 CA0647
 CA0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CA0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0071 ***********************************************************************
 AX0071  DESIGNATION -  K 212
 AX0071  PID         -  AX0071
 AX0071  STATE/COUNTY-  TX/WHARTON
 AX0071  USGS QUAD   -  LISSIE (1981)
 AX0071
 AX0071                         *CURRENT SURVEY CONTROL
 AX0071  ___________________________________________________________________
 AX0071* NAD 83(1986)-  29 36 43.     (N)    096 11 53.     (W)     SCALED    
 AX0071* NAVD 88     -        45.20   (+/-2cm)     148.3    (feet)  VERTCON   
 AX0071  ___________________________________________________________________
 AX0071  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0071
 AX0071  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0071
 AX0071.The horizontal coordinates were scaled from a topographic map and have
 AX0071.an estimated accuracy of +/- 6 seconds.
 AX0071
 AX0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0071.The vertical order pertains to the NGVD 29 superseded value.
 AX0071
 AX0071.The geoid height was determined by GEOID03.
 AX0071
 AX0071;                    North         East    Units  Estimated Accuracy
 AX0071;SPC TXSC     - 4,200,370.      871,340.      MT  (+/- 180 meters Scaled)
 AX0071
 AX0071                          SUPERSEDED SURVEY CONTROL
 AX0071
 AX0071  NGVD 29 (??/??/92)   45.191  (m)          148.26   (f) ADJ UNCH    2 0
 AX0071
 AX0071.Superseded values are not recommended for survey control.
 AX0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0071.See file dsdata.txt to determine how the superseded data were derived.
 AX0071
 AX0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT713790(NAD 83)
 AX0071_MARKER: DB = BENCH MARK DISK
 AX0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0071_STAMPING: 148.238 K 212 1934
 AX0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0071+STABILITY: SURFACE MOTION
 AX0071
 AX0071  HISTORY     - Date     Condition        Report By
 AX0071  HISTORY     - 1934     MONUMENTED       CGS
 AX0071  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AX0071
 AX0071                          STATION DESCRIPTION
 AX0071
 AX0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0071'0.7 MI E FROM CHESTERVILLE.
 AX0071'IN WHARTON COUNTY, ABOUT 0.7 MILE EAST ALONG THE TEXAS AND NEW ORLEANS
 AX0071'RAILROAD FROM CHESTERVILLE, COLORADO COUNTY, ABOUT 200 FEET WEST OF
 AX0071'MILEPOST 53, AND 45 FEET NORTH OF THE CENTER LINE OF THE TRACK. A
 AX0071'STANDARD DISK, STAMPED 148.238 K 212 1934 AND SET IN THE TOP OF A
 AX0071'CONCRETE POST.
 AX0071
 AX0071                          STATION RECOVERY (1991)
 AX0071
 AX0071'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AX0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1216 ***********************************************************************
 CA1216  DESIGNATION -  K 212 RESET
 CA1216  PID         -  CA1216
 CA1216  STATE/COUNTY-  TX/RUNNELS
 CA1216  USGS QUAD   -  HATCHEL (1987)
 CA1216
 CA1216                         *CURRENT SURVEY CONTROL
 CA1216  ___________________________________________________________________
 CA1216* NAD 83(1986)-  31 50 49.     (N)    099 56 55.     (W)     SCALED    
 CA1216* NAVD 88     -       524.56   (meters)    1721.0    (feet)  RESET     
 CA1216  ___________________________________________________________________
 CA1216  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CA1216
 CA1216  VERT ORDER  -  THIRD
 CA1216
 CA1216.The horizontal coordinates were scaled from a topographic map and have
 CA1216.an estimated accuracy of +/- 6 seconds.
 CA1216
 CA1216.The orthometric height was computed from unverified reset data.
 CA1216.No vertical observational check was made to the station.
 CA1216
 CA1216.The geoid height was determined by GEOID03.
 CA1216
 CA1216;                    North         East    Units  Estimated Accuracy
 CA1216;SPC TX C     - 3,241,770.      736,410.      MT  (+/- 180 meters Scaled)
 CA1216
 CA1216                          SUPERSEDED SURVEY CONTROL
 CA1216
 CA1216  NGVD 29 (01/29/03)  524.44   (m)         1720.6    (f) RESET       3  
 CA1216
 CA1216.Superseded values are not recommended for survey control.
 CA1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1216.See file dsdata.txt to determine how the superseded data were derived.
 CA1216
 CA1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA102238(NAD 83)
 CA1216_MARKER: DB = BENCH MARK DISK
 CA1216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CA1216_SP_SET: HEADWALL
 CA1216_STAMPING: K 212 RESET 1977
 CA1216_MARK LOGO: NGS   
 CA1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 CA1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1216+STABILITY: SURFACE MOTION
 CA1216
 CA1216  HISTORY     - Date     Condition        Report By
 CA1216  HISTORY     - 1977     MONUMENTED       NGS
 CA1216
 CA1216                          STATION DESCRIPTION
 CA1216
 CA1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CA1216'FROM THE JUCTION OF U.S. HIGHWAYS 67 AND 83, WHICH IS LOCATED ON THE
 CA1216'NORTHEAST EDGE OF BALLINGER. GO NORTH ON U.S. HIGHWAY 83 FOR 7.2
 CA1216'MILES TO MARK ON LEFT. IT IS AT THE NORTH END OF THE WEST HEADWALL
 CA1216'OF CULVERT, 1.6 FEET SOUTH OF THE NORTH END OF CULVERT, AND 2.5 FEET
 CA1216'WEST OF CENTER OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0390 ***********************************************************************
 AX0390  DESIGNATION -  K 213
 AX0390  PID         -  AX0390
 AX0390  STATE/COUNTY-  TX/WHARTON
 AX0390  USGS QUAD   -  LANE CITY (1980)
 AX0390
 AX0390                         *CURRENT SURVEY CONTROL
 AX0390  ___________________________________________________________________
 AX0390* NAD 83(1986)-  29 14 21.     (N)    096 02 28.     (W)     SCALED    
 AX0390* NAVD 88     -        27.25   (+/-2cm)      89.4    (feet)  VERTCON   
 AX0390  ___________________________________________________________________
 AX0390  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0390
 AX0390  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0390
 AX0390.The horizontal coordinates were scaled from a topographic map and have
 AX0390.an estimated accuracy of +/- 6 seconds.
 AX0390
 AX0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0390.The vertical order pertains to the NGVD 29 superseded value.
 AX0390
 AX0390.The geoid height was determined by GEOID03.
 AX0390
 AX0390;                    North         East    Units  Estimated Accuracy
 AX0390;SPC TXSC     - 4,159,440.      887,580.      MT  (+/- 180 meters Scaled)
 AX0390
 AX0390                          SUPERSEDED SURVEY CONTROL
 AX0390
 AX0390  NGVD 29 (??/??/92)   27.253  (m)           89.41   (f) ADJ UNCH    2 0
 AX0390
 AX0390.Superseded values are not recommended for survey control.
 AX0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0390.See file dsdata.txt to determine how the superseded data were derived.
 AX0390
 AX0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT875381(NAD 83)
 AX0390_MARKER: DB = BENCH MARK DISK
 AX0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0390_SP_SET: CULVERT
 AX0390_STAMPING: K-213 1934
 AX0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0390
 AX0390  HISTORY     - Date     Condition        Report By
 AX0390  HISTORY     - 1934     MONUMENTED       CGS
 AX0390  HISTORY     - 1942     GOOD             CGS
 AX0390
 AX0390                          STATION DESCRIPTION
 AX0390
 AX0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0390'2.0 MI NW FROM LANE CITY.
 AX0390'2.0 MILES NORTHWEST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD,
 AX0390'ALONG STATE HIGHWAY 60, 6.4 MILES SOUTHEAST OF WHARTON, 90 FEET WEST
 AX0390'OF CENTER OF TRACK, SET HORIZONTAL IN SOUTH END OF EAST CONCRETE
 AX0390'RETAINING WALL OF A THREE BAY HIGHWAY CULVERT.
 AX0390
 AX0390                          STATION RECOVERY (1942)
 AX0390
 AX0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 AX0390'TO REACH FROM THE POWERLINE SUBSTATION AT LANE CITY: PROCEED 2.0
 AX0390'MILES NORTHWESTERLY ALONG STATE HIGHWAY NO. 60 TO THE SITE OF THE
 AX0390'BENCH MARK. BENCH MARK IS ABOUT 0.3 MILE NORTHWEST OF MILE POLE NO.
 AX0390'50, ABOUT 90.0 FEET WEST OF THE CENTERLINE OF THE SANTA FE TRACK AND
 AX0390'15.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. IT IS SET
 AX0390'HORIZONTALLY IN THE SOUTH END OF THE EAST HEADWALL OF A TRIPLE
 AX0390'CONCRETE BOX CULVERT UNDER THE HIGHWAY. A STD. DISK SET IN DRILL
 AX0390'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0478 ***********************************************************************
 AO0478  DESIGNATION -  K 216
 AO0478  PID         -  AO0478
 AO0478  STATE/COUNTY-  TX/DIMMIT
 AO0478  USGS QUAD   -  BRUNDAGE (1972)
 AO0478
 AO0478                         *CURRENT SURVEY CONTROL
 AO0478  ___________________________________________________________________
 AO0478* NAD 83(1986)-  28 37 00.     (N)    099 43 27.     (W)     SCALED    
 AO0478* NAVD 88     -       171.431  (meters)     562.44   (feet)  ADJUSTED  
 AO0478  ___________________________________________________________________
 AO0478  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AO0478  DYNAMIC HT  -         171.177 (meters)     561.60  (feet)  COMP
 AO0478  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 AO0478
 AO0478  VERT ORDER  -  SECOND    CLASS 0
 AO0478
 AO0478.The horizontal coordinates were scaled from a topographic map and have
 AO0478.an estimated accuracy of +/- 6 seconds.
 AO0478
 AO0478.The orthometric height was determined by differential leveling
 AO0478.and adjusted by the National Geodetic Survey in June 1991..
 AO0478
 AO0478.The geoid height was determined by GEOID03.
 AO0478
 AO0478.The dynamic height is computed by dividing the NAVD 88
 AO0478.geopotential number by the normal gravity value computed on the
 AO0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0478.degrees latitude (g = 980.6199 gals.).
 AO0478
 AO0478.The modeled gravity was interpolated from observed gravity values.
 AO0478
 AO0478;                    North         East    Units  Estimated Accuracy
 AO0478;SPC TXSC     - 4,087,040.      529,180.      MT  (+/- 180 meters Scaled)
 AO0478
 AO0478                          SUPERSEDED SURVEY CONTROL
 AO0478
 AO0478  NGVD 29 (??/??/92)  171.336  (m)          562.12   (f) ADJ UNCH    2 0
 AO0478
 AO0478.Superseded values are not recommended for survey control.
 AO0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0478.See file dsdata.txt to determine how the superseded data were derived.
 AO0478
 AO0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS292657(NAD 83)
 AO0478_MARKER: DB = BENCH MARK DISK
 AO0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0478_STAMPING: K-216 1934
 AO0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0478+STABILITY: SURFACE MOTION
 AO0478
 AO0478  HISTORY     - Date     Condition        Report By
 AO0478  HISTORY     - 1934     MONUMENTED       CGS
 AO0478  HISTORY     - 1973     MARK NOT FOUND   USGS
 AO0478
 AO0478                          STATION DESCRIPTION
 AO0478
 AO0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AO0478'4.3 MI NW FROM BRUNDAGE.
 AO0478'4.3 MILES NW OF, AND ALONG THE S. A. U. AND G. R. R. DIRECTLY ACROSS
 AO0478'THE TRACK FROM MILE POST A-138.  37 FT. SW OF CENTER-LINE OF TRACK. 1
 AO0478'FT. SW OF LINE OF POLES.
 AO0478
 AO0478                          STATION RECOVERY (1973)
 AO0478
 AO0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AO0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1376 ***********************************************************************
 AY1376  DESIGNATION -  K 217
 AY1376  PID         -  AY1376
 AY1376  STATE/COUNTY-  TX/UVALDE
 AY1376  USGS QUAD   -  UVALDE (1971)
 AY1376
 AY1376                         *CURRENT SURVEY CONTROL
 AY1376  ___________________________________________________________________
 AY1376* NAD 83(1986)-  29 08 20.     (N)    099 49 45.     (W)     SCALED    
 AY1376* NAVD 88     -       286.953  (meters)     941.45   (feet)  ADJUSTED  
 AY1376  ___________________________________________________________________
 AY1376  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AY1376  DYNAMIC HT  -         286.536 (meters)     940.08  (feet)  COMP
 AY1376  MODELED GRAV-     979,184.0   (mgal)                       NAVD 88
 AY1376
 AY1376  VERT ORDER  -  SECOND    CLASS 0
 AY1376
 AY1376.The horizontal coordinates were scaled from a topographic map and have
 AY1376.an estimated accuracy of +/- 6 seconds.
 AY1376
 AY1376.The orthometric height was determined by differential leveling
 AY1376.and adjusted by the National Geodetic Survey in June 1991..
 AY1376
 AY1376.The geoid height was determined by GEOID03.
 AY1376
 AY1376.The dynamic height is computed by dividing the NAVD 88
 AY1376.geopotential number by the normal gravity value computed on the
 AY1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1376.degrees latitude (g = 980.6199 gals.).
 AY1376
 AY1376.The modeled gravity was interpolated from observed gravity values.
 AY1376
 AY1376;                    North         East    Units  Estimated Accuracy
 AY1376;SPC TXSC     - 4,144,980.      519,330.      MT  (+/- 180 meters Scaled)
 AY1376
 AY1376                          SUPERSEDED SURVEY CONTROL
 AY1376
 AY1376  NGVD 29 (??/??/92)  286.815  (m)          940.99   (f) ADJ UNCH    2 0
 AY1376
 AY1376.Superseded values are not recommended for survey control.
 AY1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1376.See file dsdata.txt to determine how the superseded data were derived.
 AY1376
 AY1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT193236(NAD 83)
 AY1376_MARKER: DB = BENCH MARK DISK
 AY1376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1376_SP_SET: CONCRETE MASS
 AY1376_STAMPING: K 217 1934
 AY1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1376
 AY1376  HISTORY     - Date     Condition        Report By
 AY1376  HISTORY     - 1934     MONUMENTED       CGS
 AY1376  HISTORY     - 1971     GOOD             USGS
 AY1376
 AY1376                          STATION DESCRIPTION
 AY1376
 AY1376'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AY1376'5.6 MI S FROM UVALDE.
 AY1376'UVALDE, JUNCTION OF U.S. HIGHWAYS 90 AND 83 IN CENTER OF UVALDE, 4.9
 AY1376'MI. SOUTH ALONG U.S. HWY. 83 TO FIELD ROAD RIGHT.  THENCE ABOUT 0.1
 AY1376'MI. WEST CROSS OLD RAILROAD BED.  THENCE LEFT, SW 0.6 MI. PARALLELING
 AY1376'OLD RAILROAD TO MARK ON LEFT.  BENCH MARK IS 29 FT. WEST OF CENTER OF
 AY1376'OLD RAILROAD BED.  A STANDARD DISK STAMPED 940.992 K 217 1934 MARK SET
 AY1376'IN CONCRETE MASS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0063 ***********************************************************************
 BO0063  DESIGNATION -  K 218
 BO0063  PID         -  BO0063
 BO0063  STATE/COUNTY-  TX/EDWARDS
 BO0063  USGS QUAD   -  TURNEY DRAW NW (1973)
 BO0063
 BO0063                         *CURRENT SURVEY CONTROL
 BO0063  ___________________________________________________________________
 BO0063* NAD 83(1986)-  30 14 31.     (N)    100 39 26.     (W)     SCALED    
 BO0063* NAVD 88     -       668.522  (meters)    2193.31   (feet)  ADJUSTED  
 BO0063  ___________________________________________________________________
 BO0063  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BO0063  DYNAMIC HT  -         667.539 (meters)    2190.08  (feet)  COMP
 BO0063  MODELED GRAV-     979,149.4   (mgal)                       NAVD 88
 BO0063
 BO0063  VERT ORDER  -  SECOND    CLASS 0
 BO0063
 BO0063.The horizontal coordinates were scaled from a topographic map and have
 BO0063.an estimated accuracy of +/- 6 seconds.
 BO0063
 BO0063.The orthometric height was determined by differential leveling
 BO0063.and adjusted by the National Geodetic Survey in June 1991..
 BO0063
 BO0063.The geoid height was determined by GEOID03.
 BO0063
 BO0063.The dynamic height is computed by dividing the NAVD 88
 BO0063.geopotential number by the normal gravity value computed on the
 BO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0063.degrees latitude (g = 980.6199 gals.).
 BO0063
 BO0063.The modeled gravity was interpolated from observed gravity values.
 BO0063
 BO0063;                    North         East    Units  Estimated Accuracy
 BO0063;SPC TXSC     - 4,268,080.      440,500.      MT  (+/- 180 meters Scaled)
 BO0063
 BO0063                          SUPERSEDED SURVEY CONTROL
 BO0063
 BO0063  NGVD 29 (??/??/92)  668.352  (m)         2192.75   (f) ADJ UNCH    2 0
 BO0063
 BO0063.Superseded values are not recommended for survey control.
 BO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0063.See file dsdata.txt to determine how the superseded data were derived.
 BO0063
 BO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU405467(NAD 83)
 BO0063_MARKER: DB = BENCH MARK DISK
 BO0063_SETTING: 66 = SET IN ROCK OUTCROP
 BO0063_SP_SET: LEDGE
 BO0063_STAMPING: K 218 1934
 BO0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0063+STABILITY: POSITION/ELEVATION WELL
 BO0063
 BO0063  HISTORY     - Date     Condition        Report By
 BO0063  HISTORY     - 1934     MONUMENTED       CGS
 BO0063  HISTORY     - 1958     GOOD             NGS
 BO0063
 BO0063                          STATION DESCRIPTION
 BO0063
 BO0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0063'24.8 MI S FROM SONORA.
 BO0063'ABOUT 24.8 MILES SOUTH ALONG U. S. HIGHWAY 277 FROM THE INTERSECTION
 BO0063'OF 3RD STREET AND CROCKETT AVENUE AT SONORA, IN THE TOP OF A LARGE
 BO0063'FLAT LIMESTONE LEDGE ON THE SOUTHWEST SLOPE OF A HILL, ABOUT THE
 BO0063'CENTER OF A SMALL FLAT BETWEEN TWO SMALL HILLS, 356 FEET EAST OF THE
 BO0063'CENTER LINE OF THE HIGHWAY, 118 FEET EAST OF THE CENTER LINE OF THE
 BO0063'OLD HIGHWAY, 268 FEET EAST OF A FENCE, 100 FEET NORTHEAST OF A 14-INCH
 BO0063'OAK TREE, 34 1/2 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, AND ABOUT 3
 BO0063'FEET ABOVE THE LEVEL OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0292 ***********************************************************************
 BN0292  DESIGNATION -  K 219
 BN0292  PID         -  BN0292
 BN0292  STATE/COUNTY-  TX/KERR
 BN0292  USGS QUAD   -  HUNT (1982)
 BN0292
 BN0292                         *CURRENT SURVEY CONTROL
 BN0292  ___________________________________________________________________
 BN0292* NAD 83(1986)-  30 01 28.     (N)    099 21 49.     (W)     SCALED    
 BN0292* NAVD 88     -       553.592  (meters)    1816.24   (feet)  ADJUSTED  
 BN0292  ___________________________________________________________________
 BN0292  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BN0292  DYNAMIC HT  -         552.800 (meters)    1813.64  (feet)  COMP
 BN0292  MODELED GRAV-     979,193.0   (mgal)                       NAVD 88
 BN0292
 BN0292  VERT ORDER  -  SECOND    CLASS 0
 BN0292
 BN0292.The horizontal coordinates were scaled from a topographic map and have
 BN0292.an estimated accuracy of +/- 6 seconds.
 BN0292
 BN0292.The orthometric height was determined by differential leveling
 BN0292.and adjusted by the National Geodetic Survey in June 1991..
 BN0292
 BN0292.The geoid height was determined by GEOID03.
 BN0292
 BN0292.The dynamic height is computed by dividing the NAVD 88
 BN0292.geopotential number by the normal gravity value computed on the
 BN0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0292.degrees latitude (g = 980.6199 gals.).
 BN0292
 BN0292.The modeled gravity was interpolated from observed gravity values.
 BN0292
 BN0292;                    North         East    Units  Estimated Accuracy
 BN0292;SPC TXSC     - 4,242,890.      564,930.      MT  (+/- 180 meters Scaled)
 BN0292
 BN0292                          SUPERSEDED SURVEY CONTROL
 BN0292
 BN0292  NGVD 29 (??/??/92)  553.523  (m)         1816.02   (f) ADJ UNCH    2 0
 BN0292
 BN0292.Superseded values are not recommended for survey control.
 BN0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0292.See file dsdata.txt to determine how the superseded data were derived.
 BN0292
 BN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU649215(NAD 83)
 BN0292_MARKER: DB = BENCH MARK DISK
 BN0292_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BN0292_SP_SET: UNSPECIFIED ROCK
 BN0292_STAMPING: K 219 1934
 BN0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0292
 BN0292  HISTORY     - Date     Condition        Report By
 BN0292  HISTORY     - 1934     MONUMENTED       CGS
 BN0292  HISTORY     - 1953     GOOD             NGS
 BN0292  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BN0292  HISTORY     - 20040702 MARK NOT FOUND   USPSQD
 BN0292
 BN0292                          STATION DESCRIPTION
 BN0292
 BN0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0292'4.0 MI SW FROM HUNT.
 BN0292'4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 BN0292'HUNT, 139 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT THE HEART O
 BN0292'HILLS INN, 17 FEET EAST OF THE EAST WALL OF THE BUILDING, 9 FEET
 BN0292'NORTHEAST OF A CONCRETE STAIRWAY, 5 FEET ABOVE THE GROUND, SET IN THE
 BN0292'TOP OF A LARGE ROCK.
 BN0292
 BN0292                          STATION RECOVERY (1989)
 BN0292
 BN0292'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 BN0292'MARK NOT FOUND.
 BN0292
 BN0292                          STATION RECOVERY (2004)
 BN0292
 BN0292'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0288 ***********************************************************************
 BN0288  DESIGNATION -  K 220
 BN0288  PID         -  BN0288
 BN0288  STATE/COUNTY-  TX/KERR
 BN0288  USGS QUAD   -  BEE CAVES CREEK (1964)
 BN0288
 BN0288                         *CURRENT SURVEY CONTROL
 BN0288  ___________________________________________________________________
 BN0288* NAD 83(1986)-  30 03 36.     (N)    099 28 17.     (W)     SCALED    
 BN0288* NAVD 88     -       588.253  (meters)    1929.96   (feet)  ADJUSTED  
 BN0288  ___________________________________________________________________
 BN0288  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BN0288  DYNAMIC HT  -         587.404 (meters)    1927.17  (feet)  COMP
 BN0288  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 BN0288
 BN0288  VERT ORDER  -  SECOND    CLASS 0
 BN0288
 BN0288.The horizontal coordinates were scaled from a topographic map and have
 BN0288.an estimated accuracy of +/- 6 seconds.
 BN0288
 BN0288.The orthometric height was determined by differential leveling
 BN0288.and adjusted by the National Geodetic Survey in June 1991..
 BN0288
 BN0288.The geoid height was determined by GEOID03.
 BN0288
 BN0288.The dynamic height is computed by dividing the NAVD 88
 BN0288.geopotential number by the normal gravity value computed on the
 BN0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0288.degrees latitude (g = 980.6199 gals.).
 BN0288
 BN0288.The modeled gravity was interpolated from observed gravity values.
 BN0288
 BN0288;                    North         East    Units  Estimated Accuracy
 BN0288;SPC TXSC     - 4,246,870.      554,550.      MT  (+/- 180 meters Scaled)
 BN0288
 BN0288                          SUPERSEDED SURVEY CONTROL
 BN0288
 BN0288  NGVD 29 (??/??/92)  588.182  (m)         1929.73   (f) ADJ UNCH    2 0
 BN0288
 BN0288.Superseded values are not recommended for survey control.
 BN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0288.See file dsdata.txt to determine how the superseded data were derived.
 BN0288
 BN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU545255(NAD 83)
 BN0288_MARKER: DB = BENCH MARK DISK
 BN0288_SETTING: 66 = SET IN ROCK OUTCROP
 BN0288_SP_SET: ROCK OUTCROP
 BN0288_STAMPING: K 220 1934
 BN0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0288+STABILITY: POSITION/ELEVATION WELL
 BN0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0288+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0288
 BN0288  HISTORY     - Date     Condition        Report By
 BN0288  HISTORY     - 1934     MONUMENTED       CGS
 BN0288  HISTORY     - 1964     GOOD             USGS
 BN0288  HISTORY     - 1970     GOOD             LOCENG
 BN0288  HISTORY     - 20050718 GOOD             USPSQD
 BN0288
 BN0288                          STATION DESCRIPTION
 BN0288
 BN0288'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 BN0288'10.5 MI W FROM HUNT.
 BN0288'ABOUT 10.8 MILES WEST ALONG THE HUNT-ROCK SPRINGS ROAD FROM HUNT, KERR
 BN0288'COUNTY, AT THE PRESBYTERIAN MO-RANCH ASSEMBLY, NORTHWEST ACROSS THE
 BN0288'ROAD FROM THE GUEST LODGE, 82 FEET SOUTH OF THE BOTTOM OF STONE STAIR
 BN0288'STAIRCASE LEADING TO THE CHAPEL, ABOUT 10 YARDS NORTH OF THE CENTER
 BN0288'LINE OF THE ROAD, ABOUT 6 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF
 BN0288'A ROCK OUTCROP.  A STANDARD DISK, STAMPED K 220 1934.
 BN0288
 BN0288                          STATION RECOVERY (1970)
 BN0288
 BN0288'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 BN0288'RECOVERED IN GOOD CONDITION.
 BN0288
 BN0288                          STATION RECOVERY (2005)
 BN0288
 BN0288'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0051 ***********************************************************************
 BO0051  DESIGNATION -  K 221
 BO0051  PID         -  BO0051
 BO0051  STATE/COUNTY-  TX/EDWARDS
 BO0051  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0051
 BO0051                         *CURRENT SURVEY CONTROL
 BO0051  ___________________________________________________________________
 BO0051* NAD 83(1986)-  30 03 13.     (N)    100 09 52.     (W)     SCALED    
 BO0051* NAVD 88     -       720.464  (meters)    2363.72   (feet)  ADJUSTED  
 BO0051  ___________________________________________________________________
 BO0051  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0051  DYNAMIC HT  -         719.397 (meters)    2360.22  (feet)  COMP
 BO0051  MODELED GRAV-     979,136.5   (mgal)                       NAVD 88
 BO0051
 BO0051  VERT ORDER  -  FIRST     CLASS II
 BO0051
 BO0051.The horizontal coordinates were scaled from a topographic map and have
 BO0051.an estimated accuracy of +/- 6 seconds.
 BO0051
 BO0051.The orthometric height was determined by differential leveling
 BO0051.and adjusted by the National Geodetic Survey in June 1991..
 BO0051
 BO0051.The geoid height was determined by GEOID03.
 BO0051
 BO0051.The dynamic height is computed by dividing the NAVD 88
 BO0051.geopotential number by the normal gravity value computed on the
 BO0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0051.degrees latitude (g = 980.6199 gals.).
 BO0051
 BO0051.The modeled gravity was interpolated from observed gravity values.
 BO0051
 BO0051;                    North         East    Units  Estimated Accuracy
 BO0051;SPC TXSC     - 4,246,630.      487,720.      MT  (+/- 180 meters Scaled)
 BO0051
 BO0051                          SUPERSEDED SURVEY CONTROL
 BO0051
 BO0051  NGVD 29 (??/??/92)  720.397  (m)         2363.50   (f) ADJ UNCH    1 2
 BO0051
 BO0051.Superseded values are not recommended for survey control.
 BO0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0051.See file dsdata.txt to determine how the superseded data were derived.
 BO0051
 BO0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU877252(NAD 83)
 BO0051_MARKER: DB = BENCH MARK DISK
 BO0051_SETTING: 66 = SET IN ROCK OUTCROP
 BO0051_SP_SET: OUTCROP
 BO0051_STAMPING: K 221 1934
 BO0051_MARK LOGO: CGS   
 BO0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0051+STABILITY: POSITION/ELEVATION WELL
 BO0051
 BO0051  HISTORY     - Date     Condition        Report By
 BO0051  HISTORY     - 1934     MONUMENTED       CGS
 BO0051  HISTORY     - 1971     GOOD             USGS
 BO0051  HISTORY     - 1981     GOOD             NGS
 BO0051
 BO0051                          STATION DESCRIPTION
 BO0051
 BO0051'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0051'3.9 MI NE FROM ROCK SPRINGS.
 BO0051'3.9 MILES NORTHEAST ALONG US 377 AND ST. HWY. 41 FROM JUNCTION OF
 BO0051'HIGHWAYS WITH ST. HWY 55 (EAST EDGE ROCKSPRINGS) ABOUT 50 FEET NORTH
 BO0051'OF THE CENTERLINE OF HWY.  2 FEET NORTH OF FENCE AND IN THE TOP OF A
 BO0051'ROCK OUTCROP.
 BO0051
 BO0051                          STATION RECOVERY (1981)
 BO0051
 BO0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BO0051'6.2 KM (3.85 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0051'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, 1.4 KM (0.85 MI)
 BO0051'SOUTHWEST OF A GRAVELED ROAD LEADING SOUTHEAST, 0.2 KM (0.1 MI)
 BO0051'SOUTHWEST OF THE SOUTHWEST END OF A HIGHWAY CURVE, IN THE SOUTHWEST
 BO0051'END OF A 6 BY 14 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 16.2 METERS
 BO0051'(53.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 0.8 METER (2.6
 BO0051'FT) NORTH OF A FENCE.
 BO0051'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BO0051'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2746 ***********************************************************************
 BY2746  DESIGNATION -  K 221 USFS 1949
 BY2746  PID         -  BY2746
 BY2746  STATE/COUNTY-  TX/TRINITY
 BY2746  USGS QUAD   -  CRECY (1963)
 BY2746
 BY2746                         *CURRENT SURVEY CONTROL
 BY2746  ___________________________________________________________________
 BY2746* NAD 83(1993)-  31 10 57.21533(N)    095 02 29.33811(W)     ADJUSTED  
 BY2746* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BY2746  ___________________________________________________________________
 BY2746  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 BY2746  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BY2746
 BY2746  HORZ ORDER  -  SECOND
 BY2746
 BY2746.The horizontal coordinates were established by classical geodetic methods
 BY2746.and adjusted by the National Geodetic Survey in February 1996..
 BY2746
 BY2746.The orthometric height was scaled from a topographic map.
 BY2746
 BY2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2746
 BY2746.The geoid height was determined by GEOID03.
 BY2746
 BY2746;                    North         East     Units Scale Factor Converg.
 BY2746;SPC TX C     - 3,180,039.290 1,204,181.553   MT  0.99988672   +2 43 32.2
 BY2746;SPC TX C     -10,433,178.90  3,950,718.98   sFT  0.99988672   +2 43 32.2
 BY2746;UTM  15      - 3,451,629.368   305,460.714   MT  1.00006683   -1 03 26.4
 BY2746
 BY2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY2746!SPC TX C     -   0.99998639  x   0.99988672  =   0.99987311
 BY2746!UTM  15      -   0.99998639  x   1.00006683  =   1.00005322
 BY2746
 BY2746                          SUPERSEDED SURVEY CONTROL
 BY2746
 BY2746  NAD 83(1986)-  31 10 57.22596(N)    095 02 29.32446(W) AD(       ) 2
 BY2746  NAD 27      -  31 10 56.56400(N)    095 02 28.56400(W) AD(       ) 2
 BY2746
 BY2746.Superseded values are not recommended for survey control.
 BY2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2746.See file dsdata.txt to determine how the superseded data were derived.
 BY2746
 BY2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ0546151629(NAD 83)
 BY2746_MARKER: DD = SURVEY DISK
 BY2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2746+STABILITY: SURFACE MOTION
 BY2746
 BY2746  HISTORY     - Date     Condition        Report By
 BY2746  HISTORY     - 1949     MONUMENTED       USFS
 BY2746
 BY2746                          STATION DESCRIPTION
 BY2746
 BY2746'DESCRIBED BY US FOREST SERVICE 1949
 BY2746'K221 1934 (USFS) IS A U.S. DEPT. OF AGRICULTURE FOREST SERVICE
 BY2746'DISK SET IN THE TOP OF A 3 INCH CIRCULAR CONCRETE POST PROJECTING
 BY2746'10 INCHES ABOVE THE GROUND.  IT IS 40.0 FEET NORTHWEST OF
 BY2746'THE CENTER OF STATE HIGHWAY NO. 94.  IT IS STAMPED K221 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0146 ***********************************************************************
 BO0146  DESIGNATION -  K 222
 BO0146  PID         -  BO0146
 BO0146  STATE/COUNTY-  TX/SCHLEICHER
 BO0146  USGS QUAD   -  ELDORADO NE (1982)
 BO0146
 BO0146                         *CURRENT SURVEY CONTROL
 BO0146  ___________________________________________________________________
 BO0146* NAD 83(1986)-  30 52 48.     (N)    100 35 05.     (W)     SCALED    
 BO0146* NAVD 88     -       738.600  (meters)    2423.22   (feet)  ADJUSTED  
 BO0146  ___________________________________________________________________
 BO0146  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 BO0146  DYNAMIC HT  -         737.554 (meters)    2419.79  (feet)  COMP
 BO0146  MODELED GRAV-     979,200.6   (mgal)                       NAVD 88
 BO0146
 BO0146  VERT ORDER  -  SECOND    CLASS 0
 BO0146
 BO0146.The horizontal coordinates were scaled from a topographic map and have
 BO0146.an estimated accuracy of +/- 6 seconds.
 BO0146
 BO0146.The orthometric height was determined by differential leveling
 BO0146.and adjusted by the National Geodetic Survey in June 1991..
 BO0146
 BO0146.The geoid height was determined by GEOID03.
 BO0146
 BO0146.The dynamic height is computed by dividing the NAVD 88
 BO0146.geopotential number by the normal gravity value computed on the
 BO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0146.degrees latitude (g = 980.6199 gals.).
 BO0146
 BO0146.The modeled gravity was interpolated from observed gravity values.
 BO0146
 BO0146;                    North         East    Units  Estimated Accuracy
 BO0146;SPC TX C     - 3,134,530.      675,960.      MT  (+/- 180 meters Scaled)
 BO0146
 BO0146                          SUPERSEDED SURVEY CONTROL
 BO0146
 BO0146  NGVD 29 (??/??/92)  738.402  (m)         2422.57   (f) ADJ UNCH    2 0
 BO0146
 BO0146.Superseded values are not recommended for survey control.
 BO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0146.See file dsdata.txt to determine how the superseded data were derived.
 BO0146
 BO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV485173(NAD 83)
 BO0146_MARKER: DB = BENCH MARK DISK
 BO0146_SETTING: 66 = SET IN ROCK OUTCROP
 BO0146_SP_SET: OUTCROP
 BO0146_STAMPING: 2422.574 K 222 1934
 BO0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0146+STABILITY: POSITION/ELEVATION WELL
 BO0146
 BO0146  HISTORY     - Date     Condition        Report By
 BO0146  HISTORY     - 1934     MONUMENTED       CGS
 BO0146  HISTORY     - 1940     MARK NOT FOUND   NGS
 BO0146
 BO0146                          STATION DESCRIPTION
 BO0146
 BO0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0146'1.7 MI N FROM ELDORADO.
 BO0146'1.7 MILES NORTH ALONG U.S. HIGHWAY 277 FROM ELDORADO, 125 YARDS NORTH
 BO0146'OF A STONE HOUSE, AT A GRADUAL CURVE IN THE HIGHWAY, 46 FEET WEST OF
 BO0146'THE CENTERLINE OF THE HIGHWAY, 6 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 BO0146'AND IN THE TOP OF A LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED
 BO0146'2422.574 K 222 1934.
 BO0146
 BO0146                          STATION RECOVERY (1940)
 BO0146
 BO0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 BO0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0357 ***********************************************************************
 CB0357  DESIGNATION -  K 223
 CB0357  PID         -  CB0357
 CB0357  STATE/COUNTY-  TX/IRION
 CB0357  USGS QUAD   -  BARNHART SW (1971)
 CB0357
 CB0357                         *CURRENT SURVEY CONTROL
 CB0357  ___________________________________________________________________
 CB0357* NAD 83(1986)-  31 06 48.     (N)    101 11 59.     (W)     SCALED    
 CB0357* NAVD 88     -       791.526  (meters)    2596.86   (feet)  ADJUSTED  
 CB0357  ___________________________________________________________________
 CB0357  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CB0357  DYNAMIC HT  -         790.376 (meters)    2593.09  (feet)  COMP
 CB0357  MODELED GRAV-     979,162.5   (mgal)                       NAVD 88
 CB0357
 CB0357  VERT ORDER  -  SECOND    CLASS 0
 CB0357
 CB0357.The horizontal coordinates were scaled from a topographic map and have
 CB0357.an estimated accuracy of +/- 6 seconds.
 CB0357
 CB0357.The orthometric height was determined by differential leveling
 CB0357.and adjusted by the National Geodetic Survey in June 1991..
 CB0357
 CB0357.The geoid height was determined by GEOID03.
 CB0357
 CB0357.The dynamic height is computed by dividing the NAVD 88
 CB0357.geopotential number by the normal gravity value computed on the
 CB0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0357.degrees latitude (g = 980.6199 gals.).
 CB0357
 CB0357.The modeled gravity was interpolated from observed gravity values.
 CB0357
 CB0357;                    North         East    Units  Estimated Accuracy
 CB0357;SPC TX C     - 3,160,690.      617,370.      MT  (+/- 180 meters Scaled)
 CB0357
 CB0357                          SUPERSEDED SURVEY CONTROL
 CB0357
 CB0357  NGVD 29 (??/??/92)  791.256  (m)         2595.98   (f) ADJ UNCH    2 0
 CB0357
 CB0357.Superseded values are not recommended for survey control.
 CB0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0357.See file dsdata.txt to determine how the superseded data were derived.
 CB0357
 CB0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV902442(NAD 83)
 CB0357_MARKER: DB = BENCH MARK DISK
 CB0357_SETTING: 66 = SET IN ROCK OUTCROP
 CB0357_SP_SET: LIMESTONE OUTCROP
 CB0357_STAMPING: K-223 1934
 CB0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0357+STABILITY: POSITION/ELEVATION WELL
 CB0357
 CB0357  HISTORY     - Date     Condition        Report By
 CB0357  HISTORY     - 1934     MONUMENTED       CGS
 CB0357  HISTORY     - 1940     GOOD             NGS
 CB0357
 CB0357                          STATION DESCRIPTION
 CB0357
 CB0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0357'2.0 MI W FROM BARNHART.
 CB0357'2.0 MILES W OF AND ALONG THE PANHANDLE AND S.F.R.R. 0.4 MILE E OF MILE
 CB0357'POST 774.  125 FT W OF E END OF SMALL CUT.  87 FT. S OF CENTER OF
 CB0357'TRACK AND 1 FT N OF R/W FENCE.  DISK IS SET IN FLAT LIME-STONE
 CB0357'OUTCROP.
 CB0357
 CB0357                          STATION RECOVERY (1940)
 CB0357
 CB0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0398 ***********************************************************************
 BO0398  DESIGNATION -  K 224
 BO0398  PID         -  BO0398
 BO0398  STATE/COUNTY-  TX/PECOS
 BO0398  USGS QUAD   -  IRAAN (1967)
 BO0398
 BO0398                         *CURRENT SURVEY CONTROL
 BO0398  ___________________________________________________________________
 BO0398* NAD 83(1986)-  30 53 44.     (N)    101 53 35.     (W)     SCALED    
 BO0398* NAVD 88     -       659.024  (meters)    2162.15   (feet)  ADJUSTED  
 BO0398  ___________________________________________________________________
 BO0398  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BO0398  DYNAMIC HT  -         658.071 (meters)    2159.02  (feet)  COMP
 BO0398  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 BO0398
 BO0398  VERT ORDER  -  SECOND    CLASS 0
 BO0398
 BO0398.The horizontal coordinates were scaled from a topographic map and have
 BO0398.an estimated accuracy of +/- 6 seconds.
 BO0398
 BO0398.The orthometric height was determined by differential leveling
 BO0398.and adjusted by the National Geodetic Survey in June 1991..
 BO0398
 BO0398.The geoid height was determined by GEOID03.
 BO0398
 BO0398.The dynamic height is computed by dividing the NAVD 88
 BO0398.geopotential number by the normal gravity value computed on the
 BO0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0398.degrees latitude (g = 980.6199 gals.).
 BO0398
 BO0398.The modeled gravity was interpolated from observed gravity values.
 BO0398
 BO0398;                    North         East    Units  Estimated Accuracy
 BO0398;SPC TX C     - 3,137,270.      550,900.      MT  (+/- 180 meters Scaled)
 BO0398
 BO0398                          SUPERSEDED SURVEY CONTROL
 BO0398
 BO0398  NGVD 29 (??/??/92)  658.797  (m)         2161.40   (f) ADJ UNCH    2 0
 BO0398
 BO0398.Superseded values are not recommended for survey control.
 BO0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0398.See file dsdata.txt to determine how the superseded data were derived.
 BO0398
 BO0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV234216(NAD 83)
 BO0398_MARKER: DB = BENCH MARK DISK
 BO0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0398_STAMPING: K-224 1934
 BO0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0398+STABILITY: SURFACE MOTION
 BO0398
 BO0398  HISTORY     - Date     Condition        Report By
 BO0398  HISTORY     - 1934     MONUMENTED       CGS
 BO0398  HISTORY     - 1967     MARK NOT FOUND   USGS
 BO0398
 BO0398                          STATION DESCRIPTION
 BO0398
 BO0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0398'1.4 MI SE FROM IRAAN.
 BO0398'1.4 MILES SE OF AND ALONG IRAAN-MCCAMEY HWY. APPROXIMATELY 125 FT. NW
 BO0398'OF THE ILLINOIS PIPE LINE CO. TANK NO. 2.  54 FT. E OF CENTER OF THE
 BO0398'HIGHWAY.  3 FT. W OF THE FENCE LINE.
 BO0398
 BO0398                          STATION RECOVERY (1967)
 BO0398
 BO0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0124 ***********************************************************************
 FM0124  DESIGNATION -  K 225
 FM0124  PID         -  FM0124
 FM0124  STATE/COUNTY-  TX/MOORE
 FM0124  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0124
 FM0124                         *CURRENT SURVEY CONTROL
 FM0124  ___________________________________________________________________
 FM0124* NAD 83(1986)-  35 51 59.     (N)    102 06 36.     (W)     SCALED    
 FM0124* NAVD 88     -      1154.374  (meters)    3787.31   (feet)  ADJUSTED  
 FM0124  ___________________________________________________________________
 FM0124  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FM0124  DYNAMIC HT  -        1153.027 (meters)    3782.89  (feet)  COMP
 FM0124  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 FM0124
 FM0124  VERT ORDER  -  SECOND    CLASS 0
 FM0124
 FM0124.The horizontal coordinates were scaled from a topographic map and have
 FM0124.an estimated accuracy of +/- 6 seconds.
 FM0124
 FM0124.The orthometric height was determined by differential leveling
 FM0124.and adjusted by the National Geodetic Survey in June 1991..
 FM0124
 FM0124.The geoid height was determined by GEOID03.
 FM0124
 FM0124.The dynamic height is computed by dividing the NAVD 88
 FM0124.geopotential number by the normal gravity value computed on the
 FM0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0124.degrees latitude (g = 980.6199 gals.).
 FM0124
 FM0124.The modeled gravity was interpolated from observed gravity values.
 FM0124
 FM0124;                    North         East    Units  Estimated Accuracy
 FM0124;SPC TX N     - 1,207,220.      144,910.      MT  (+/- 180 meters Scaled)
 FM0124
 FM0124                          SUPERSEDED SURVEY CONTROL
 FM0124
 FM0124  NGVD 29 (??/??/92) 1153.808  (m)         3785.45   (f) ADJ UNCH    2 0
 FM0124
 FM0124.Superseded values are not recommended for survey control.
 FM0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0124.See file dsdata.txt to determine how the superseded data were derived.
 FM0124
 FM0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV609729(NAD 83)
 FM0124_MARKER: DB = BENCH MARK DISK
 FM0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0124_STAMPING: K 225 1943
 FM0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0124+STABILITY: SURFACE MOTION
 FM0124
 FM0124  HISTORY     - Date     Condition        Report By
 FM0124  HISTORY     - 1943     MONUMENTED       CGS
 FM0124  HISTORY     - 1952     GOOD             NGS
 FM0124  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0124  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 FM0124
 FM0124                          STATION DESCRIPTION
 FM0124
 FM0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0124'8.3 MI W FROM DUMAS.
 FM0124'0.5 MILE NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE COURTHOUSE AT
 FM0124'DUMAS, THENCE 7.8 MILES WEST ALONG U.S. HIGHWAY 87, 0.3 MILE WEST OF A
 FM0124'NORTH AND SOUTH ROAD, 56 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FM0124'79 FEET WEST OF A TELEPHONE POLE, 5 FEET NORTH OF A FENCE, 7 FEET
 FM0124'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FM0124'IS FLUSH WITH THE GROUND.
 FM0124
 FM0124                          STATION RECOVERY (1963)
 FM0124
 FM0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0124'MARK NOT FOUND.
 FM0124
 FM0124                          STATION RECOVERY (2004)
 FM0124
 FM0124'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0502 ***********************************************************************
 FL0502  DESIGNATION -  K 227
 FL0502  PID         -  FL0502
 FL0502  STATE/COUNTY-  TX/GRAY
 FL0502  USGS QUAD   -  POND CREEK (1976)
 FL0502
 FL0502                         *CURRENT SURVEY CONTROL
 FL0502  ___________________________________________________________________
 FL0502* NAD 83(1986)-  35 22 42.     (N)    100 34 49.     (W)     SCALED    
 FL0502* NAVD 88     -       768.982  (meters)    2522.90   (feet)  ADJUSTED  
 FL0502  ___________________________________________________________________
 FL0502  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 FL0502  DYNAMIC HT  -         768.174 (meters)    2520.25  (feet)  COMP
 FL0502  MODELED GRAV-     979,557.5   (mgal)                       NAVD 88
 FL0502
 FL0502  VERT ORDER  -  SECOND    CLASS 0
 FL0502
 FL0502.The horizontal coordinates were scaled from a topographic map and have
 FL0502.an estimated accuracy of +/- 6 seconds.
 FL0502
 FL0502.The orthometric height was determined by differential leveling
 FL0502.and adjusted by the National Geodetic Survey in June 1991..
 FL0502
 FL0502.The geoid height was determined by GEOID03.
 FL0502
 FL0502.The dynamic height is computed by dividing the NAVD 88
 FL0502.geopotential number by the normal gravity value computed on the
 FL0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0502.degrees latitude (g = 980.6199 gals.).
 FL0502
 FL0502.The modeled gravity was interpolated from observed gravity values.
 FL0502
 FL0502;                    North         East    Units  Estimated Accuracy
 FL0502;SPC TX N     - 1,153,300.      283,560.      MT  (+/- 180 meters Scaled)
 FL0502
 FL0502                          SUPERSEDED SURVEY CONTROL
 FL0502
 FL0502  NGVD 29 (??/??/92)  768.654  (m)         2521.83   (f) ADJ UNCH    2 0
 FL0502
 FL0502.Superseded values are not recommended for survey control.
 FL0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0502.See file dsdata.txt to determine how the superseded data were derived.
 FL0502
 FL0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE564161(NAD 83)
 FL0502_MARKER: DB = BENCH MARK DISK
 FL0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0502_STAMPING: K-227 1934
 FL0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0502+STABILITY: SURFACE MOTION
 FL0502
 FL0502  HISTORY     - Date     Condition        Report By
 FL0502  HISTORY     - 1934     MONUMENTED       CGS
 FL0502  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL0502
 FL0502                          STATION DESCRIPTION
 FL0502
 FL0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0502'1.9 MI SE FROM BENWORTH.
 FL0502'1.9 MILES SE OF AND ALONG THE F.W. AND D.R.R.  2 RAILS E OF MILE POST
 FL0502'N-304.  50 FT. S OF CENTER OF TRACKS.  9 FT. E OF E POST OF R/W GATE
 FL0502'AT T FENCE CORNER.  NOTE-- THE ROW FENCE IS 30 FEET FARTHER FROM THE
 FL0502'TRACK.
 FL0502
 FL0502                          STATION RECOVERY (1962)
 FL0502
 FL0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0792 ***********************************************************************
 FL0792  DESIGNATION -  K 228
 FL0792  PID         -  FL0792
 FL0792  STATE/COUNTY-  TX/CARSON
 FL0792  USGS QUAD   -  SKELLYTOWN (1978)
 FL0792
 FL0792                         *CURRENT SURVEY CONTROL
 FL0792  ___________________________________________________________________
 FL0792* NAD 83(1986)-  35 34 38.     (N)    101 10 12.     (W)     SCALED    
 FL0792* NAVD 88     -      1000.001  (meters)    3280.84   (feet)  ADJUSTED  
 FL0792  ___________________________________________________________________
 FL0792  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 FL0792  DYNAMIC HT  -         998.883 (meters)    3277.17  (feet)  COMP
 FL0792  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 FL0792
 FL0792  VERT ORDER  -  SECOND    CLASS 0
 FL0792
 FL0792.The horizontal coordinates were scaled from a topographic map and have
 FL0792.an estimated accuracy of +/- 6 seconds.
 FL0792
 FL0792.The orthometric height was determined by differential leveling
 FL0792.and adjusted by the National Geodetic Survey in June 1991..
 FL0792
 FL0792.The geoid height was determined by GEOID03.
 FL0792
 FL0792.The dynamic height is computed by dividing the NAVD 88
 FL0792.geopotential number by the normal gravity value computed on the
 FL0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0792.degrees latitude (g = 980.6199 gals.).
 FL0792
 FL0792.The modeled gravity was interpolated from observed gravity values.
 FL0792
 FL0792;                    North         East    Units  Estimated Accuracy
 FL0792;SPC TX N     - 1,175,020.      229,910.      MT  (+/- 180 meters Scaled)
 FL0792
 FL0792                          SUPERSEDED SURVEY CONTROL
 FL0792
 FL0792  NGVD 29 (??/??/92)  999.577  (m)         3279.45   (f) ADJ UNCH    2 0
 FL0792
 FL0792.Superseded values are not recommended for survey control.
 FL0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0792.See file dsdata.txt to determine how the superseded data were derived.
 FL0792
 FL0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE033392(NAD 83)
 FL0792_MARKER: DB = BENCH MARK DISK
 FL0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0792_SP_SET: CONCRETE BASE
 FL0792_STAMPING: K-228 1934
 FL0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0792
 FL0792  HISTORY     - Date     Condition        Report By
 FL0792  HISTORY     - 1934     MONUMENTED       CGS
 FL0792  HISTORY     - 1935     GOOD             NGS
 FL0792
 FL0792                          STATION DESCRIPTION
 FL0792
 FL0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0792'IN SKELLYTOWN.
 FL0792'MARK IS SET IN SANTE FE RAILROAD WATER TANK ON THE E CORNER OF
 FL0792'FOUNDATION OF SW LEG.  7 IN. IN FROM SE EDGE AND 10 IN. IN FROM NE
 FL0792'EDGE.
 FL0792
 FL0792                          STATION RECOVERY (1935)
 FL0792
 FL0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FL0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0833 ***********************************************************************
 FL0833  DESIGNATION -  K 229
 FL0833  PID         -  FL0833
 FL0833  STATE/COUNTY-  TX/CARSON
 FL0833  USGS QUAD   -  MC BRIDE (1978)
 FL0833
 FL0833                         *CURRENT SURVEY CONTROL
 FL0833  ___________________________________________________________________
 FL0833* NAD 83(1986)-  35 37 07.     (N)    101 24 05.     (W)     SCALED    
 FL0833* NAVD 88     -       985.909  (meters)    3234.60   (feet)  ADJUSTED  
 FL0833  ___________________________________________________________________
 FL0833  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 FL0833  DYNAMIC HT  -         984.787 (meters)    3230.92  (feet)  COMP
 FL0833  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 FL0833
 FL0833  VERT ORDER  -  SECOND    CLASS 0
 FL0833
 FL0833.The horizontal coordinates were scaled from a topographic map and have
 FL0833.an estimated accuracy of +/- 6 seconds.
 FL0833
 FL0833.The orthometric height was determined by differential leveling
 FL0833.and adjusted by the National Geodetic Survey in June 1991..
 FL0833
 FL0833.The geoid height was determined by GEOID03.
 FL0833
 FL0833.The dynamic height is computed by dividing the NAVD 88
 FL0833.geopotential number by the normal gravity value computed on the
 FL0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0833.degrees latitude (g = 980.6199 gals.).
 FL0833
 FL0833.The modeled gravity was interpolated from observed gravity values.
 FL0833
 FL0833;                    North         East    Units  Estimated Accuracy
 FL0833;SPC TX N     - 1,179,570.      208,930.      MT  (+/- 180 meters Scaled)
 FL0833
 FL0833                          SUPERSEDED SURVEY CONTROL
 FL0833
 FL0833  NGVD 29 (??/??/92)  985.436  (m)         3233.05   (f) ADJ UNCH    2 0
 FL0833
 FL0833.Superseded values are not recommended for survey control.
 FL0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0833.See file dsdata.txt to determine how the superseded data were derived.
 FL0833
 FL0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE825443(NAD 83)
 FL0833_MARKER: DB = BENCH MARK DISK
 FL0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0833_STAMPING: K 229 1934
 FL0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0833+STABILITY: SURFACE MOTION
 FL0833
 FL0833  HISTORY     - Date     Condition        Report By
 FL0833  HISTORY     - 1934     MONUMENTED       CGS
 FL0833  HISTORY     - 1953     GOOD             NGS
 FL0833
 FL0833                          STATION DESCRIPTION
 FL0833
 FL0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0833'3.3 MI S FROM BORGER.
 FL0833'IN CARSON COUNTY, 3.3 MILES SOUTH ALONG STATE HIGHWAY 117 FROM BORGER,
 FL0833'HUTCHINSON COUNTY, 0.5 MILE SOUTH OF THE HUTCHINSON-CARSON COUNTY
 FL0833'LINE, 42 YARDS SOUTH OF A BYPASS IN A GASLINE OWNED IN 1934 BY THE
 FL0833'PHILLIPS PETROLEUM CO., 35 YARDS EAST OF THE CENTERLINE OF THE
 FL0833'PANHANDLE AND SANTA FE RAILWAY, 33 YARDS WEST OF THE CENTERLINE OF THE
 FL0833'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0274 ***********************************************************************
 AB0274  DESIGNATION -  K 23
 AB0274  PID         -  AB0274
 AB0274  STATE/COUNTY-  TX/CAMERON
 AB0274  USGS QUAD   -  LOS FRESNOS (1983)
 AB0274
 AB0274                         *CURRENT SURVEY CONTROL
 AB0274  ___________________________________________________________________
 AB0274* NAD 83(1986)-  26 04 32.     (N)    097 28 33.     (W)     SCALED    
 AB0274* NAVD 88     -         8.589  (meters)      28.18   (feet)  POSTED    
 AB0274  ___________________________________________________________________
 AB0274  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 AB0274  DYNAMIC HT  -           8.580 (meters)      28.15  (feet)  COMP
 AB0274  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 AB0274
 AB0274  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0274
 AB0274.The horizontal coordinates were scaled from a topographic map and have
 AB0274.an estimated accuracy of +/- 6 seconds.
 AB0274
 AB0274.The orthometric height was determined by differential leveling
 AB0274.and adjusted by the National Geodetic Survey in 1992..
 AB0274.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0274.rate of 3.1 thru 4.0 mm/km.
 AB0274
 AB0274.The geoid height was determined by GEOID03.
 AB0274
 AB0274.The dynamic height is computed by dividing the NAVD 88
 AB0274.geopotential number by the normal gravity value computed on the
 AB0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0274.degrees latitude (g = 980.6199 gals.).
 AB0274
 AB0274.The modeled gravity was interpolated from observed gravity values.
 AB0274
 AB0274;                    North         East    Units  Estimated Accuracy
 AB0274;SPC TX S     - 5,045,720.      402,470.      MT  (+/- 180 meters Scaled)
 AB0274
 AB0274                          SUPERSEDED SURVEY CONTROL
 AB0274
 AB0274  NGVD 29 (??/??/92)    8.689  (m)           28.51   (f) ADJ UNCH    2 0
 AB0274
 AB0274.Superseded values are not recommended for survey control.
 AB0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0274.See file dsdata.txt to determine how the superseded data were derived.
 AB0274
 AB0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP524849(NAD 83)
 AB0274_MARKER: DD = SURVEY DISK
 AB0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0274_SP_SET: CULVERT
 AB0274_STAMPING: K 23 28.27
 AB0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0274+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 AB0274
 AB0274  HISTORY     - Date     Condition        Report By
 AB0274  HISTORY     - UNK      MONUMENTED
 AB0274  HISTORY     - 1942     GOOD             NGS
 AB0274  HISTORY     - 1987     GOOD             USPSQD
 AB0274  HISTORY     - 1987     GOOD             USPSQD
 AB0274  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0274  HISTORY     - 1987     GOOD             USPSQD
 AB0274  HISTORY     - 20060623 GOOD             INDIV
 AB0274
 AB0274                          STATION DESCRIPTION
 AB0274
 AB0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0274'0.2 MI N FROM LOS FRESNOS.
 AB0274'0.2 MILE NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0274'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, 30 FEET WEST OF AND 1 FOOT
 AB0274'HIGHER THAN THE CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND IN
 AB0274'THE CENTER OF THE TOP OF THE WEST HEADWALL.  A CAMERON COUNTY STANDARD
 AB0274'DISK, STAMPED K 23 28.27.
 AB0274
 AB0274                          STATION RECOVERY (1987)
 AB0274
 AB0274'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0274'RECOVERED IN GOOD CONDITION.
 AB0274
 AB0274                          STATION RECOVERY (1987)
 AB0274
 AB0274'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0274'RECOVERED IN GOOD CONDITION.
 AB0274
 AB0274                          STATION RECOVERY (1987)
 AB0274
 AB0274'RECOVERY NOTE BY US POWER SQUADRON 1987 (GGE)
 AB0274'MARK NOT FOUND.
 AB0274
 AB0274                          STATION RECOVERY (1987)
 AB0274
 AB0274'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AB0274'RECOVERED IN GOOD CONDITION.
 AB0274
 AB0274                          STATION RECOVERY (2006)
 AB0274
 AB0274'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SR)
 AB0274'RECOVERED AGH ENGINEERING AND SURVEYING
 AB0274'BROWNSVILLE TEXAS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0242 ***********************************************************************
 BQ0242  DESIGNATION -  K 23
 BQ0242  PID         -  BQ0242
 BQ0242  STATE/COUNTY-  TX/CULBERSON
 BQ0242  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0242
 BQ0242                         *CURRENT SURVEY CONTROL
 BQ0242  ___________________________________________________________________
 BQ0242* NAD 83(1986)-  30 55 17.     (N)    104 47 59.     (W)     SCALED    
 BQ0242* NAVD 88     -      1206.729  (meters)    3959.08   (feet)  ADJUSTED  
 BQ0242  ___________________________________________________________________
 BQ0242  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BQ0242  DYNAMIC HT  -        1204.813 (meters)    3952.79  (feet)  COMP
 BQ0242  MODELED GRAV-     979,011.8   (mgal)                       NAVD 88
 BQ0242
 BQ0242  VERT ORDER  -  FIRST     CLASS II
 BQ0242
 BQ0242.The horizontal coordinates were scaled from a topographic map and have
 BQ0242.an estimated accuracy of +/- 6 seconds.
 BQ0242
 BQ0242.The orthometric height was determined by differential leveling
 BQ0242.and adjusted by the National Geodetic Survey in June 1991..
 BQ0242
 BQ0242.The geoid height was determined by GEOID03.
 BQ0242
 BQ0242.The dynamic height is computed by dividing the NAVD 88
 BQ0242.geopotential number by the normal gravity value computed on the
 BQ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0242.degrees latitude (g = 980.6199 gals.).
 BQ0242
 BQ0242.The modeled gravity was interpolated from observed gravity values.
 BQ0242
 BQ0242;                    North         East    Units  Estimated Accuracy
 BQ0242;SPC TX C     - 3,147,660.      273,260.      MT  (+/- 180 meters Scaled)
 BQ0242
 BQ0242                          SUPERSEDED SURVEY CONTROL
 BQ0242
 BQ0242  NGVD 29 (??/??/92) 1206.207  (m)         3957.36   (f) ADJ UNCH    1 2
 BQ0242
 BQ0242.Superseded values are not recommended for survey control.
 BQ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0242.See file dsdata.txt to determine how the superseded data were derived.
 BQ0242
 BQ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ191209(NAD 83)
 BQ0242_MARKER: DB = BENCH MARK DISK
 BQ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0242_STAMPING: K 23 1917 ELEV. 3957.485 FT.
 BQ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0242+STABILITY: SURFACE MOTION
 BQ0242
 BQ0242  HISTORY     - Date     Condition        Report By
 BQ0242  HISTORY     - 1917     MONUMENTED       CGS
 BQ0242  HISTORY     - 1957     GOOD             NGS
 BQ0242
 BQ0242                          STATION DESCRIPTION
 BQ0242
 BQ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0242'2.4 MI NW FROM LOBO.
 BQ0242'ABOUT 2.4 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0242'FROM THE COUNTY ROAD CROSSING AT LOBO, 85 FEET NORTHEAST OF AND ACROSS
 BQ0242'THE TRACK FROM MILEPOST 698, 38 FEET NORTHEAST OF THE NORTHEAST RAIL,
 BQ0242'9 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 BQ0242'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 BQ0242'TOP OF A CONCRETE POST PROJECTING 1 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0869 ***********************************************************************
 DN0869  DESIGNATION -  K 231
 DN0869  PID         -  DN0869
 DN0869  STATE/COUNTY-  TX/MONTAGUE
 DN0869  USGS QUAD   -  RINGGOLD (1968)
 DN0869
 DN0869                         *CURRENT SURVEY CONTROL
 DN0869  ___________________________________________________________________
 DN0869* NAD 83(1986)-  33 49 15.     (N)    097 56 32.     (W)     SCALED    
 DN0869* NAVD 88     -       277.201  (meters)     909.45   (feet)  ADJUSTED  
 DN0869  ___________________________________________________________________
 DN0869  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DN0869  DYNAMIC HT  -         276.900 (meters)     908.46  (feet)  COMP
 DN0869  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 DN0869
 DN0869  VERT ORDER  -  FIRST     CLASS II
 DN0869
 DN0869.The horizontal coordinates were scaled from a topographic map and have
 DN0869.an estimated accuracy of +/- 6 seconds.
 DN0869
 DN0869.The orthometric height was determined by differential leveling
 DN0869.and adjusted by the National Geodetic Survey in June 1991..
 DN0869
 DN0869.The geoid height was determined by GEOID03.
 DN0869
 DN0869.The dynamic height is computed by dividing the NAVD 88
 DN0869.geopotential number by the normal gravity value computed on the
 DN0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0869.degrees latitude (g = 980.6199 gals.).
 DN0869
 DN0869.The modeled gravity was interpolated from observed gravity values.
 DN0869
 DN0869;                    North         East    Units  Estimated Accuracy
 DN0869;SPC TXNC     - 2,239,020.      651,640.      MT  (+/- 180 meters Scaled)
 DN0869
 DN0869                          SUPERSEDED SURVEY CONTROL
 DN0869
 DN0869  NGVD 29 (??/??/92)  277.10   (m)          909.1    (f) COMPUTED    1 2
 DN0869
 DN0869.Superseded values are not recommended for survey control.
 DN0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0869.See file dsdata.txt to determine how the superseded data were derived.
 DN0869
 DN0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC978427(NAD 83)
 DN0869_MARKER: DB = BENCH MARK DISK
 DN0869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0869_SP_SET: BUILDING
 DN0869_STAMPING: K 231 1952
 DN0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0869
 DN0869  HISTORY     - Date     Condition        Report By
 DN0869  HISTORY     - 1952     MONUMENTED       CGS
 DN0869  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0869
 DN0869                          STATION DESCRIPTION
 DN0869
 DN0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0869'IN RINGOLD.
 DN0869'AT RINGOLD, SET VERTICALLY IN THE WEST WALL OF THE AUDITORIUM OF THE
 DN0869'RINGOLD SCHOOL, 1.0 FOOT SOUTH OF THE NORTHWEST CORNER OF THE
 DN0869'BUILDING, 2.6 FEET ABOVE THE GROUND.
 DN0869
 DN0869                          STATION RECOVERY (1996)
 DN0869
 DN0869'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0873 ***********************************************************************
 DN0873  DESIGNATION -  K 232
 DN0873  PID         -  DN0873
 DN0873  STATE/COUNTY-  TX/MONTAGUE
 DN0873  USGS QUAD   -  RINGGOLD (1968)
 DN0873
 DN0873                         *CURRENT SURVEY CONTROL
 DN0873  ___________________________________________________________________
 DN0873* NAD 83(1986)-  33 49 19.     (N)    097 55 02.     (W)     SCALED    
 DN0873* NAVD 88     -       270.012  (meters)     885.86   (feet)  ADJUSTED  
 DN0873  ___________________________________________________________________
 DN0873  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DN0873  DYNAMIC HT  -         269.718 (meters)     884.90  (feet)  COMP
 DN0873  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 DN0873
 DN0873  VERT ORDER  -  FIRST     CLASS II
 DN0873
 DN0873.The horizontal coordinates were scaled from a topographic map and have
 DN0873.an estimated accuracy of +/- 6 seconds.
 DN0873
 DN0873.The orthometric height was determined by differential leveling
 DN0873.and adjusted by the National Geodetic Survey in June 1991..
 DN0873
 DN0873.The geoid height was determined by GEOID03.
 DN0873
 DN0873.The dynamic height is computed by dividing the NAVD 88
 DN0873.geopotential number by the normal gravity value computed on the
 DN0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0873.degrees latitude (g = 980.6199 gals.).
 DN0873
 DN0873.The modeled gravity was interpolated from observed gravity values.
 DN0873
 DN0873;                    North         East    Units  Estimated Accuracy
 DN0873;SPC TXNC     - 2,239,160.      653,950.      MT  (+/- 180 meters Scaled)
 DN0873
 DN0873                          SUPERSEDED SURVEY CONTROL
 DN0873
 DN0873  NGVD 29 (??/??/92)  269.91   (m)          885.5    (f) COMPUTED    1 2
 DN0873
 DN0873.Superseded values are not recommended for survey control.
 DN0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0873.See file dsdata.txt to determine how the superseded data were derived.
 DN0873
 DN0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC002429(NAD 83)
 DN0873_MARKER: DB = BENCH MARK DISK
 DN0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0873_SP_SET: CULVERT
 DN0873_STAMPING: K 232 1952
 DN0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0873
 DN0873  HISTORY     - Date     Condition        Report By
 DN0873  HISTORY     - 1952     MONUMENTED       CGS
 DN0873  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0873
 DN0873                          STATION DESCRIPTION
 DN0873
 DN0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0873'1.45 MI E FROM RINGOLD.
 DN0873'1.45 MILES EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 DN0873'FROM THE STATION AT RINGOLD, 11 POLES EAST OF MILEPOST 755, 6 RAILS
 DN0873'EAST OF A ROAD CROSSING, 120 FEET NORTH OF THE NORTH RAIL, 3 FEET
 DN0873'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE
 DN0873'NORTH HEADWALL OF A CONCRETE CULVERT.
 DN0873
 DN0873                          STATION RECOVERY (1996)
 DN0873
 DN0873'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0500 ***********************************************************************
 DN0500  DESIGNATION -  K 233
 DN0500  PID         -  DN0500
 DN0500  STATE/COUNTY-  TX/GRAYSON
 DN0500  USGS QUAD   -  HOWE (1974)
 DN0500
 DN0500                         *CURRENT SURVEY CONTROL
 DN0500  ___________________________________________________________________
 DN0500* NAD 83(1986)-  33 34 09.     (N)    096 37 09.     (W)     SCALED    
 DN0500* NAVD 88     -       206.595  (meters)     677.80   (feet)  ADJUSTED  
 DN0500  ___________________________________________________________________
 DN0500  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 DN0500  DYNAMIC HT  -         206.373 (meters)     677.08  (feet)  COMP
 DN0500  MODELED GRAV-     979,556.4   (mgal)                       NAVD 88
 DN0500
 DN0500  VERT ORDER  -  SECOND    CLASS 0
 DN0500
 DN0500.The horizontal coordinates were scaled from a topographic map and have
 DN0500.an estimated accuracy of +/- 6 seconds.
 DN0500
 DN0500.The orthometric height was determined by differential leveling
 DN0500.and adjusted by the National Geodetic Survey in June 1991..
 DN0500
 DN0500.The geoid height was determined by GEOID03.
 DN0500
 DN0500.The dynamic height is computed by dividing the NAVD 88
 DN0500.geopotential number by the normal gravity value computed on the
 DN0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0500.degrees latitude (g = 980.6199 gals.).
 DN0500
 DN0500.The modeled gravity was interpolated from observed gravity values.
 DN0500
 DN0500;                    North         East    Units  Estimated Accuracy
 DN0500;SPC TXNC     - 2,212,540.      774,610.      MT  (+/- 180 meters Scaled)
 DN0500
 DN0500                          SUPERSEDED SURVEY CONTROL
 DN0500
 DN0500  NGVD 29 (??/??/92)  206.572  (m)          677.73   (f) ADJ UNCH    2 0
 DN0500
 DN0500.Superseded values are not recommended for survey control.
 DN0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0500.See file dsdata.txt to determine how the superseded data were derived.
 DN0500
 DN0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC209169(NAD 83)
 DN0500_MARKER: DB = BENCH MARK DISK
 DN0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0500_SP_SET: FOOTING
 DN0500_STAMPING: K 233 1952
 DN0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0500
 DN0500  HISTORY     - Date     Condition        Report By
 DN0500  HISTORY     - 1952     MONUMENTED       CGS
 DN0500
 DN0500                          STATION DESCRIPTION
 DN0500
 DN0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0500'5.65 MI NE FROM DORCHESTER.
 DN0500'5.65 MILES NORTHEAST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0500'RAILROAD FROM THE STATION SIGN AT DORCHESTER, 3 POLES NORTHEAST OF
 DN0500'MILEPOST 652, 30 FEET NORTHEAST OF A POWER LINE, 12.3 FEET SOUTHEAST
 DN0500'OF THE SOUTHEAST RAIL, 3 FEET BELOW THE TOP OF THE RAILS, 1 FOOT ABOVE
 DN0500'THE GROUND, SET IN THE TOP OF THE CENTER OF A 4X4 FOOT ABANDONED
 DN0500'CONCRETE BRIDGE FOOTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0421 ***********************************************************************
 FM0421  DESIGNATION -  K 234
 FM0421  PID         -  FM0421
 FM0421  STATE/COUNTY-  TX/HARTLEY
 FM0421  USGS QUAD   -  MIDDLE WATER (1971)
 FM0421
 FM0421                         *CURRENT SURVEY CONTROL
 FM0421  ___________________________________________________________________
 FM0421* NAD 83(1986)-  35 47 49.     (N)    102 50 52.     (W)     SCALED    
 FM0421* NAVD 88     -      1245.611  (meters)    4086.64   (feet)  ADJUSTED  
 FM0421  ___________________________________________________________________
 FM0421  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 FM0421  DYNAMIC HT  -        1244.135 (meters)    4081.80  (feet)  COMP
 FM0421  MODELED GRAV-     979,405.5   (mgal)                       NAVD 88
 FM0421
 FM0421  VERT ORDER  -  FIRST     CLASS II
 FM0421
 FM0421.The horizontal coordinates were scaled from a topographic map and have
 FM0421.an estimated accuracy of +/- 6 seconds.
 FM0421
 FM0421.The orthometric height was determined by differential leveling
 FM0421.and adjusted by the National Geodetic Survey in June 1991..
 FM0421.WARNING-Repeat measurements at this control monument indicate possible
 FM0421.vertical movement.
 FM0421
 FM0421.The geoid height was determined by GEOID03.
 FM0421
 FM0421.The dynamic height is computed by dividing the NAVD 88
 FM0421.geopotential number by the normal gravity value computed on the
 FM0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0421.degrees latitude (g = 980.6199 gals.).
 FM0421
 FM0421.The modeled gravity was interpolated from observed gravity values.
 FM0421
 FM0421;                    North         East    Units  Estimated Accuracy
 FM0421;SPC TX N     - 1,200,180.       78,180.      MT  (+/- 180 meters Scaled)
 FM0421
 FM0421                          SUPERSEDED SURVEY CONTROL
 FM0421
 FM0421  NGVD 29 (??/??/92) 1244.985  (m)         4084.59   (f) ADJ UNCH    1 2
 FM0421
 FM0421.Superseded values are not recommended for survey control.
 FM0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0421.See file dsdata.txt to determine how the superseded data were derived.
 FM0421
 FM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV944635(NAD 83)
 FM0421_MARKER: DB = BENCH MARK DISK
 FM0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0421_STAMPING: K-234 1933
 FM0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0421+STABILITY: SURFACE MOTION
 FM0421
 FM0421  HISTORY     - Date     Condition        Report By
 FM0421  HISTORY     - 1933     MONUMENTED       CGS
 FM0421  HISTORY     - 1943     GOOD             NGS
 FM0421
 FM0421                          STATION DESCRIPTION
 FM0421
 FM0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0421'5.0 MI SW FROM MIDDLEWATER.
 FM0421'5.0 MILES SOUTH WEST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. 20
 FM0421'POLES SOUTH WEST OF MILE POLE NO. 571.  SET IN POST, 100 FEET SOUTH
 FM0421'EAST OF THE CENTER LINE OF THE TRACKS AND 2 FEET NORTH WEST OF THE
 FM0421'RIGHT-OF-WAY FENCE.  NOTE-- RIGHT OF WAY FENCE GONE BM IS 51 FEET NW
 FM0421'OF CENTERLINE OF U.S. HIGHWAY 54 (UNPAVED).
 FM0421
 FM0421                          STATION RECOVERY (1943)
 FM0421
 FM0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0002 ***********************************************************************
 FM0002  DESIGNATION -  K 235
 FM0002  PID         -  FM0002
 FM0002  STATE/COUNTY-  TX/HARTLEY
 FM0002  USGS QUAD   -  HARTLEY (1973)
 FM0002
 FM0002                         *CURRENT SURVEY CONTROL
 FM0002  ___________________________________________________________________
 FM0002* NAD 83(1986)-  35 57 47.     (N)    102 26 29.     (W)     SCALED    
 FM0002* NAVD 88     -      1195.870  (meters)    3923.45   (feet)  ADJUSTED  
 FM0002  ___________________________________________________________________
 FM0002  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 FM0002  DYNAMIC HT  -        1194.472 (meters)    3918.86  (feet)  COMP
 FM0002  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 FM0002
 FM0002  VERT ORDER  -  FIRST     CLASS II
 FM0002
 FM0002.The horizontal coordinates were scaled from a topographic map and have
 FM0002.an estimated accuracy of +/- 6 seconds.
 FM0002
 FM0002.The orthometric height was determined by differential leveling
 FM0002.and adjusted by the National Geodetic Survey in June 1991..
 FM0002
 FM0002.The geoid height was determined by GEOID03.
 FM0002
 FM0002.The dynamic height is computed by dividing the NAVD 88
 FM0002.geopotential number by the normal gravity value computed on the
 FM0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0002.degrees latitude (g = 980.6199 gals.).
 FM0002
 FM0002.The modeled gravity was interpolated from observed gravity values.
 FM0002
 FM0002;                    North         East    Units  Estimated Accuracy
 FM0002;SPC TX N     - 1,218,180.      115,090.      MT  (+/- 180 meters Scaled)
 FM0002
 FM0002                          SUPERSEDED SURVEY CONTROL
 FM0002
 FM0002  NGVD 29 (??/??/92) 1195.304  (m)         3921.59   (f) ADJ UNCH    1 2
 FM0002
 FM0002.Superseded values are not recommended for survey control.
 FM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0002.See file dsdata.txt to determine how the superseded data were derived.
 FM0002
 FM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV307828(NAD 83)
 FM0002_MARKER: DB = BENCH MARK DISK
 FM0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0002_SP_SET: CULVERT
 FM0002_STAMPING: K-235 1933
 FM0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0002
 FM0002  HISTORY     - Date     Condition        Report By
 FM0002  HISTORY     - 1933     MONUMENTED       CGS
 FM0002  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0002  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 FM0002
 FM0002                          STATION DESCRIPTION
 FM0002
 FM0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0002'6.0 MI NW FROM HARTLEY.
 FM0002'6.0 MILES NORTHWEST OF DEPOT.  ALONG THE FORT WORTH AND DENVER CITY
 FM0002'RAILROAD.  ONE POLE SOUTH EAST OF MILE POLE NO. 409.  AT ROAD CROSSING
 FM0002'TO S RANCH.  SET IN ROAD CULVERT, NORTH EAST END OF NORTH WEST
 FM0002'HEADWALL.  65 FEET NORTH EAST OF THE CENTERLINE OF THE TRACKS.
 FM0002
 FM0002                          STATION RECOVERY (1985)
 FM0002
 FM0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0002'THIS MARK WAS SEARCHED FOR.
 FM0002
 FM0002                          STATION RECOVERY (2004)
 FM0002
 FM0002'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0022 ***********************************************************************
 GL0022  DESIGNATION -  K 237
 GL0022  PID         -  GL0022
 GL0022  STATE/COUNTY-  TX/DALLAM
 GL0022  USGS QUAD   -  DALHART EAST (1973)
 GL0022
 GL0022                         *CURRENT SURVEY CONTROL
 GL0022  ___________________________________________________________________
 GL0022* NAD 83(1986)-  36 05 33.     (N)    102 28 39.     (W)     SCALED    
 GL0022* NAVD 88     -      1218.300  (meters)    3997.04   (feet)  ADJUSTED  
 GL0022  ___________________________________________________________________
 GL0022  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 GL0022  DYNAMIC HT  -        1216.889 (meters)    3992.41  (feet)  COMP
 GL0022  MODELED GRAV-     979,432.5   (mgal)                       NAVD 88
 GL0022
 GL0022  VERT ORDER  -  FIRST     CLASS II
 GL0022
 GL0022.The horizontal coordinates were scaled from a topographic map and have
 GL0022.an estimated accuracy of +/- 6 seconds.
 GL0022
 GL0022.The orthometric height was determined by differential leveling
 GL0022.and adjusted by the National Geodetic Survey in June 1991..
 GL0022
 GL0022.The geoid height was determined by GEOID03.
 GL0022
 GL0022.The dynamic height is computed by dividing the NAVD 88
 GL0022.geopotential number by the normal gravity value computed on the
 GL0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0022.degrees latitude (g = 980.6199 gals.).
 GL0022
 GL0022.The modeled gravity was interpolated from observed gravity values.
 GL0022
 GL0022;                    North         East    Units  Estimated Accuracy
 GL0022;SPC TX N     - 1,232,580.      111,970.      MT  (+/- 180 meters Scaled)
 GL0022
 GL0022                          SUPERSEDED SURVEY CONTROL
 GL0022
 GL0022.No superseded survey control is available for this station.
 GL0022
 GL0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV271971(NAD 83)
 GL0022_MARKER: DB = BENCH MARK DISK
 GL0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0022_STAMPING: K-237, 1933
 GL0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0022+STABILITY: SURFACE MOTION
 GL0022
 GL0022  HISTORY     - Date     Condition        Report By
 GL0022  HISTORY     - 1933     MONUMENTED       CGS
 GL0022  HISTORY     - 1972     MARK NOT FOUND   NGS
 GL0022
 GL0022                          STATION DESCRIPTION
 GL0022
 GL0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0022'2.9 MI NE FROM DALHART.
 GL0022'2.9 MILES NORTH EAST OF DALHART DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GL0022'AT PRIVATE ROAD CROSSING, 18 POLES SOUTH WEST OF MILEPOLE NO. 542. SET
 GL0022'IN CORNER OF RIGHT-OF-WAY FENCE, 30 FEET SOUTH WEST OF THE CENTERLINE
 GL0022'OF PRIVATE ROAD AND 95 FEET SOUTH EAST OF THE CENTERLINE OF THE
 GL0022'TRACKS.  NOTE-- FENCE NO LONGER EXISTS.
 GL0022
 GL0022                          STATION RECOVERY (1972)
 GL0022
 GL0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GL0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0427 ***********************************************************************
 GK0427  DESIGNATION -  K 238
 GK0427  PID         -  GK0427
 GK0427  STATE/COUNTY-  TX/SHERMAN
 GK0427  USGS QUAD   -  STEVENS (1965)
 GK0427
 GK0427                         *CURRENT SURVEY CONTROL
 GK0427  ___________________________________________________________________
 GK0427* NAD 83(1986)-  36 24 09.     (N)    101 57 17.     (W)     SCALED    
 GK0427* NAVD 88     -      1082.074  (meters)    3550.10   (feet)  ADJUSTED  
 GK0427  ___________________________________________________________________
 GK0427  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 GK0427  DYNAMIC HT  -        1080.894 (meters)    3546.23  (feet)  COMP
 GK0427  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 GK0427
 GK0427  VERT ORDER  -  FIRST     CLASS II
 GK0427
 GK0427.The horizontal coordinates were scaled from a topographic map and have
 GK0427.an estimated accuracy of +/- 6 seconds.
 GK0427
 GK0427.The orthometric height was determined by differential leveling
 GK0427.and adjusted by the National Geodetic Survey in June 1991..
 GK0427
 GK0427.The geoid height was determined by GEOID03.
 GK0427
 GK0427.The dynamic height is computed by dividing the NAVD 88
 GK0427.geopotential number by the normal gravity value computed on the
 GK0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0427.degrees latitude (g = 980.6199 gals.).
 GK0427
 GK0427.The modeled gravity was interpolated from observed gravity values.
 GK0427
 GK0427;                    North         East    Units  Estimated Accuracy
 GK0427;SPC TX N     - 1,266,640.      159,210.      MT  (+/- 180 meters Scaled)
 GK0427
 GK0427                          SUPERSEDED SURVEY CONTROL
 GK0427
 GK0427  NGVD 29 (??/??/92) 1081.580  (m)         3548.48   (f) ADJ UNCH    1 2
 GK0427
 GK0427.Superseded values are not recommended for survey control.
 GK0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0427.See file dsdata.txt to determine how the superseded data were derived.
 GK0427
 GK0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF350326(NAD 83)
 GK0427_MARKER: DB = BENCH MARK DISK
 GK0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0427_STAMPING: K-238 1933
 GK0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0427+STABILITY: SURFACE MOTION
 GK0427
 GK0427  HISTORY     - Date     Condition        Report By
 GK0427  HISTORY     - 1933     MONUMENTED       CGS
 GK0427
 GK0427                          STATION DESCRIPTION
 GK0427
 GK0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0427'7.9 MI NE FROM STRATFORD.
 GK0427'7.9 MILES NORTH EAST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GK0427'RAILROAD.  13 POLES SOUTH WEST OF MILE POLE NO. 506.  AT PRIVATE ROAD
 GK0427'CROSSING.  SET IN POST, 48 FEET NORTH WEST OF THE CENTERLINE OF THE
 GK0427'TRACKS AND 6 FEET SOUTH WEST OF POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0963 ***********************************************************************
 BZ0963  DESIGNATION -  K 239
 BZ0963  PID         -  BZ0963
 BZ0963  STATE/COUNTY-  TX/BELL
 BZ0963  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ0963
 BZ0963                         *CURRENT SURVEY CONTROL
 BZ0963  ___________________________________________________________________
 BZ0963* NAD 83(1986)-  31 06 38.     (N)    097 50 13.     (W)     SCALED    
 BZ0963* NAVD 88     -       300.266  (meters)     985.12   (feet)  ADJUSTED  
 BZ0963  ___________________________________________________________________
 BZ0963  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BZ0963  DYNAMIC HT  -         299.864 (meters)     983.80  (feet)  COMP
 BZ0963  MODELED GRAV-     979,292.4   (mgal)                       NAVD 88
 BZ0963
 BZ0963  VERT ORDER  -  FIRST     CLASS II
 BZ0963
 BZ0963.The horizontal coordinates were scaled from a topographic map and have
 BZ0963.an estimated accuracy of +/- 6 seconds.
 BZ0963
 BZ0963.The orthometric height was determined by differential leveling
 BZ0963.and adjusted by the National Geodetic Survey in June 1991..
 BZ0963
 BZ0963.The geoid height was determined by GEOID03.
 BZ0963
 BZ0963.The dynamic height is computed by dividing the NAVD 88
 BZ0963.geopotential number by the normal gravity value computed on the
 BZ0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0963.degrees latitude (g = 980.6199 gals.).
 BZ0963
 BZ0963.The modeled gravity was interpolated from observed gravity values.
 BZ0963
 BZ0963;                    North         East    Units  Estimated Accuracy
 BZ0963;SPC TX C     - 3,162,730.      938,090.      MT  (+/- 180 meters Scaled)
 BZ0963
 BZ0963                          SUPERSEDED SURVEY CONTROL
 BZ0963
 BZ0963  NGVD 29 (??/??/92)  300.183  (m)          984.85   (f) ADJ UNCH    1 2
 BZ0963
 BZ0963.Superseded values are not recommended for survey control.
 BZ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0963.See file dsdata.txt to determine how the superseded data were derived.
 BZ0963
 BZ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV109424(NAD 83)
 BZ0963_MARKER: DB = BENCH MARK DISK
 BZ0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0963_STAMPING: K 239 1953
 BZ0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0963+STABILITY: SURFACE MOTION
 BZ0963
 BZ0963  HISTORY     - Date     Condition        Report By
 BZ0963  HISTORY     - 1953     MONUMENTED       CGS
 BZ0963  HISTORY     - 1958     GOOD             DOD
 BZ0963  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0963
 BZ0963                          STATION DESCRIPTION
 BZ0963
 BZ0963'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 BZ0963'7.2 MI SW FROM KILLEEN.
 BZ0963'7.2 MILES SOUTHWEST OF KILLEEN, BELL COUNTY, FROM THE GULF, COLORADO
 BZ0963'AND SANTA FE RAILWAY STATION, 0.1 MILE SOUTH ALONG AN OILED STREET,
 BZ0963'6.4 MILES WEST ALONG U. S. HIGHWAY 190, 0.8 MILE SOUTH ALONG A ROAD
 BZ0963'LEADING TO GRAY AFB, 71 FEET EAST OF THE CENTERLINE OF THE ROAD, 8
 BZ0963'FEET NORTH OF A POLE, IN LINE WITH THE ROW OF POLES, 3 FEET SOUTH OF A
 BZ0963'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 BZ0963'PROJECTING 0.2 FOOT ABOVE GROUND.
 BZ0963
 BZ0963                          STATION RECOVERY (1983)
 BZ0963
 BZ0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0275 ***********************************************************************
 AB0275  DESIGNATION -  K 24
 AB0275  PID         -  AB0275
 AB0275  STATE/COUNTY-  TX/CAMERON
 AB0275  USGS QUAD   -  LOS FRESNOS (1983)
 AB0275
 AB0275                         *CURRENT SURVEY CONTROL
 AB0275  ___________________________________________________________________
 AB0275* NAD 83(1986)-  26 04 43.     (N)    097 28 32.     (W)     SCALED    
 AB0275* NAVD 88     -        10.273  (meters)      33.70   (feet)  POSTED    
 AB0275  ___________________________________________________________________
 AB0275  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 AB0275  DYNAMIC HT  -          10.260 (meters)      33.66  (feet)  COMP
 AB0275  MODELED GRAV-     979,043.9   (mgal)                       NAVD 88
 AB0275
 AB0275  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0275
 AB0275.The horizontal coordinates were scaled from a topographic map and have
 AB0275.an estimated accuracy of +/- 6 seconds.
 AB0275
 AB0275.The orthometric height was determined by differential leveling
 AB0275.and adjusted by the National Geodetic Survey in 1992..
 AB0275.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0275.rate of 3.1 thru 4.0 mm/km.
 AB0275
 AB0275.The geoid height was determined by GEOID03.
 AB0275
 AB0275.The dynamic height is computed by dividing the NAVD 88
 AB0275.geopotential number by the normal gravity value computed on the
 AB0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0275.degrees latitude (g = 980.6199 gals.).
 AB0275
 AB0275.The modeled gravity was interpolated from observed gravity values.
 AB0275
 AB0275;                    North         East    Units  Estimated Accuracy
 AB0275;SPC TX S     - 5,046,060.      402,500.      MT  (+/- 180 meters Scaled)
 AB0275
 AB0275                          SUPERSEDED SURVEY CONTROL
 AB0275
 AB0275  NGVD 29 (??/??/92)   10.372  (m)           34.03   (f) ADJ UNCH    2 0
 AB0275
 AB0275.Superseded values are not recommended for survey control.
 AB0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0275.See file dsdata.txt to determine how the superseded data were derived.
 AB0275
 AB0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP524852(NAD 83)
 AB0275_MARKER: DD = SURVEY DISK
 AB0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0275_SP_SET: SYPHON
 AB0275_STAMPING: K 24 33.79
 AB0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0275
 AB0275  HISTORY     - Date     Condition        Report By
 AB0275  HISTORY     - UNK      MONUMENTED
 AB0275  HISTORY     - 1942     MARK NOT FOUND   NGS
 AB0275  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0275
 AB0275                          STATION DESCRIPTION
 AB0275
 AB0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0275'0.4 MI N FROM LOS FRESNOS.
 AB0275'0.4 MILE NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0275'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, 27 FEET WEST OF AND 5 FEET
 AB0275'HIGHER THAN THE CENTERLINE OF THE ROAD, AT A CONCRETE SYPHON, AND IN
 AB0275'THE CENTER OF THE TOP OF THE WEST HEADWALL.  A CAMERON COUNTY STANDARD
 AB0275'DISK, STAMPED K 24 33.79.
 AB0275
 AB0275                          STATION RECOVERY (1987)
 AB0275
 AB0275'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0479 ***********************************************************************
 BM0479  DESIGNATION -  K 240
 BM0479  PID         -  BM0479
 BM0479  STATE/COUNTY-  TX/TRAVIS
 BM0479  USGS QUAD   -  ELGIN WEST (1982)
 BM0479
 BM0479                         *CURRENT SURVEY CONTROL
 BM0479  ___________________________________________________________________
 BM0479* NAD 83(1986)-  30 19 09.     (N)    097 26 43.     (W)     SCALED    
 BM0479* NAVD 88     -       139.50   (+/-2cm)     457.7    (feet)  VERTCON   
 BM0479  ___________________________________________________________________
 BM0479  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0479
 BM0479  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0479
 BM0479.The horizontal coordinates were scaled from a topographic map and have
 BM0479.an estimated accuracy of +/- 6 seconds.
 BM0479
 BM0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0479.The vertical order pertains to the NGVD 29 superseded value.
 BM0479
 BM0479.The geoid height was determined by GEOID03.
 BM0479
 BM0479;                    North         East    Units  Estimated Accuracy
 BM0479;SPC TX C     - 3,075,940.      977,720.      MT  (+/- 180 meters Scaled)
 BM0479
 BM0479                          SUPERSEDED SURVEY CONTROL
 BM0479
 BM0479  NGVD 29 (??/??/92)  139.424  (m)          457.43   (f) ADJ UNCH    1 2
 BM0479
 BM0479.Superseded values are not recommended for survey control.
 BM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0479.See file dsdata.txt to determine how the superseded data were derived.
 BM0479
 BM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU494551(NAD 83)
 BM0479_MARKER: DB = BENCH MARK DISK
 BM0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0479_STAMPING: K 240 1953
 BM0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0479+STABILITY: SURFACE MOTION
 BM0479
 BM0479  HISTORY     - Date     Condition        Report By
 BM0479  HISTORY     - 1953     MONUMENTED       CGS
 BM0479  HISTORY     - 1990     GOOD             USPSQD
 BM0479  HISTORY     - 19910710 POOR             USPSQD
 BM0479  HISTORY     - 19990123 GOOD             USPSQD
 BM0479  HISTORY     - 20040306 POOR             USPSQD
 BM0479
 BM0479                          STATION DESCRIPTION
 BM0479
 BM0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0479'5.3 MI W FROM ELGIN.
 BM0479'5.3 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0479'STATION AT ELGIN, 114 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 BM0479'CROSSING, 77 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 65 FEET
 BM0479'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 6 FEET SOUTH OF A
 BM0479'TELEPHONE POLE, 3 FEET WEST OF A WITNESS POST, 0.1 MILE EAST OF THE
 BM0479'STATION AT LITTIG, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BM0479'0.9 FOOT ABOVE THE GROUND.
 BM0479
 BM0479                          STATION RECOVERY (1990)
 BM0479
 BM0479'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMT)
 BM0479'RECOVERED IN GOOD CONDITION.
 BM0479
 BM0479                          STATION RECOVERY (1991)
 BM0479
 BM0479'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0479'MARK RECOVERED IN POOR CONDITION.
 BM0479
 BM0479                          STATION RECOVERY (1999)
 BM0479
 BM0479'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0479'RECOVERED IN GOOD CONDITION.
 BM0479
 BM0479                          STATION RECOVERY (2004)
 BM0479
 BM0479'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0479'THE POST LEANS SLIGHTLY BUT IT ALSO APPEARS THAT THIS MONUMENT HAS
 BM0479'RECENTLY BEEN VANDALIZED.  THE TOP HAS BEEN CHIPPED AWAY AND DISC IS
 BM0479'MISSING.  SCALED COORDINATES ARE UNUSUALLY INACCURATE AND A BETTER
 BM0479'POSITION BY CONSUMER GPS IS N30 19 11 AND W97 26 53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0300 ***********************************************************************
 GL0300  DESIGNATION -  K 241
 GL0300  PID         -  GL0300
 GL0300  STATE/COUNTY-  TX/DALLAM
 GL0300  USGS QUAD   -  BOLIN NE (1973)
 GL0300
 GL0300                         *CURRENT SURVEY CONTROL
 GL0300  ___________________________________________________________________
 GL0300* NAD 83(1986)-  36 12 40.     (N)    102 30 33.     (W)     SCALED    
 GL0300* NAVD 88     -      1237.898  (meters)    4061.34   (feet)  ADJUSTED  
 GL0300  ___________________________________________________________________
 GL0300  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 GL0300  DYNAMIC HT  -        1236.475 (meters)    4056.67  (feet)  COMP
 GL0300  MODELED GRAV-     979,439.9   (mgal)                       NAVD 88
 GL0300
 GL0300  VERT ORDER  -  FIRST     CLASS II
 GL0300
 GL0300.The horizontal coordinates were scaled from a topographic map and have
 GL0300.an estimated accuracy of +/- 6 seconds.
 GL0300
 GL0300.The orthometric height was determined by differential leveling
 GL0300.and adjusted by the National Geodetic Survey in June 1991..
 GL0300
 GL0300.The geoid height was determined by GEOID03.
 GL0300
 GL0300.The dynamic height is computed by dividing the NAVD 88
 GL0300.geopotential number by the normal gravity value computed on the
 GL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0300.degrees latitude (g = 980.6199 gals.).
 GL0300
 GL0300.The modeled gravity was interpolated from observed gravity values.
 GL0300
 GL0300;                    North         East    Units  Estimated Accuracy
 GL0300;SPC TX N     - 1,245,770.      109,250.      MT  (+/- 180 meters Scaled)
 GL0300
 GL0300                          SUPERSEDED SURVEY CONTROL
 GL0300
 GL0300.No superseded survey control is available for this station.
 GL0300
 GL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA239102(NAD 83)
 GL0300_MARKER: DB = BENCH MARK DISK
 GL0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0300_SP_SET: MONUMENT
 GL0300_STAMPING: K - 241 1933
 GL0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0300
 GL0300  HISTORY     - Date     Condition        Report By
 GL0300  HISTORY     - 1933     MONUMENTED       CGS
 GL0300  HISTORY     - 1934     GOOD             NGS
 GL0300  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0300  HISTORY     - 1985     MARK NOT FOUND   NGS
 GL0300
 GL0300                          STATION DESCRIPTION
 GL0300
 GL0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0300'10.7 MI N FROM DALHART.
 GL0300'10.7 MILES NORTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF STATE
 GL0300'HIGHWAY NO. 41.  0.2 MILE SOUTH OF A RANCH HOUSE.  75 FT. WEST OF THE
 GL0300'WEST END OF AN EAST AND WEST RANCH ROAD.  50 FT. WEST OF THE CENTER OF
 GL0300'HIGHWAY.  NOTE-- OLD HIGHWAY 41 HAS BEEN WIDENED AND IS NOW US HIGHWAY
 GL0300'385.
 GL0300
 GL0300                          STATION RECOVERY (1973)
 GL0300
 GL0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0300'MARK NOT FOUND.
 GL0300
 GL0300                          STATION RECOVERY (1985)
 GL0300
 GL0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 GL0300'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0402 ***********************************************************************
 FM0402  DESIGNATION -  K 243
 FM0402  PID         -  FM0402
 FM0402  STATE/COUNTY-  TX/OLDHAM
 FM0402  USGS QUAD   -  ADRIAN (1966)
 FM0402
 FM0402                         *CURRENT SURVEY CONTROL
 FM0402  ___________________________________________________________________
 FM0402* NAD 83(1986)-  35 16 18.     (N)    102 40 02.     (W)     SCALED    
 FM0402* NAVD 88     -      1232.619  (meters)    4044.02   (feet)  ADJUSTED  
 FM0402  ___________________________________________________________________
 FM0402  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 FM0402  DYNAMIC HT  -        1231.136 (meters)    4039.15  (feet)  COMP
 FM0402  MODELED GRAV-     979,388.0   (mgal)                       NAVD 88
 FM0402
 FM0402  VERT ORDER  -  SECOND    CLASS 0
 FM0402
 FM0402.The horizontal coordinates were scaled from a topographic map and have
 FM0402.an estimated accuracy of +/- 6 seconds.
 FM0402
 FM0402.The orthometric height was determined by differential leveling
 FM0402.and adjusted by the National Geodetic Survey in June 1991..
 FM0402
 FM0402.The geoid height was determined by GEOID03.
 FM0402
 FM0402.The dynamic height is computed by dividing the NAVD 88
 FM0402.geopotential number by the normal gravity value computed on the
 FM0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0402.degrees latitude (g = 980.6199 gals.).
 FM0402
 FM0402.The modeled gravity was interpolated from observed gravity values.
 FM0402
 FM0402;                    North         East    Units  Estimated Accuracy
 FM0402;SPC TX N     - 1,141,700.       93,810.      MT  (+/- 180 meters Scaled)
 FM0402
 FM0402                          SUPERSEDED SURVEY CONTROL
 FM0402
 FM0402  NGVD 29 (??/??/92) 1232.080  (m)         4042.25   (f) ADJ UNCH    2 0
 FM0402
 FM0402.Superseded values are not recommended for survey control.
 FM0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0402.See file dsdata.txt to determine how the superseded data were derived.
 FM0402
 FM0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV121056(NAD 83)
 FM0402_MARKER: DB = BENCH MARK DISK
 FM0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0402_STAMPING: K-243 1934
 FM0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0402+STABILITY: SURFACE MOTION
 FM0402
 FM0402  HISTORY     - Date     Condition        Report By
 FM0402  HISTORY     - 1934     MONUMENTED       CGS
 FM0402  HISTORY     - 1966     GOOD             NGS
 FM0402
 FM0402                          STATION DESCRIPTION
 FM0402
 FM0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0402'IN ADRIAN.
 FM0402'15 FEET NORTH OF NINTH TELEGRAPH POLE EAST OF MILE POST 809.  45 FEET
 FM0402'SOUTHEAST OF THE SOUTHEAST CORNER OF WOODEN LOADING DOCK.  108 FEET
 FM0402'SOUTH OF THE WEST END OF ADRIAN ROCK ISLAND DEPOT.  90 FEET SOUTH OF
 FM0402'CENTERLINE OF MAIN TRACK.
 FM0402
 FM0402                          STATION RECOVERY (1966)
 FM0402
 FM0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FM0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0595 ***********************************************************************
 DN0595  DESIGNATION -  K 244
 DN0595  PID         -  DN0595
 DN0595  STATE/COUNTY-  TX/COOKE
 DN0595  USGS QUAD   -  WOODBINE (1978)
 DN0595
 DN0595                         *CURRENT SURVEY CONTROL
 DN0595  ___________________________________________________________________
 DN0595* NAD 83(1986)-  33 36 41.     (N)    097 06 10.     (W)     SCALED    
 DN0595* NAVD 88     -       233.313  (meters)     765.46   (feet)  ADJUSTED  
 DN0595  ___________________________________________________________________
 DN0595  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 DN0595  DYNAMIC HT  -         233.070 (meters)     764.66  (feet)  COMP
 DN0595  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 DN0595
 DN0595  VERT ORDER  -  SECOND    CLASS 0
 DN0595
 DN0595.The horizontal coordinates were scaled from a topographic map and have
 DN0595.an estimated accuracy of +/- 6 seconds.
 DN0595
 DN0595.The orthometric height was determined by differential leveling
 DN0595.and adjusted by the National Geodetic Survey in June 1991..
 DN0595
 DN0595.The geoid height was determined by GEOID03.
 DN0595
 DN0595.The dynamic height is computed by dividing the NAVD 88
 DN0595.geopotential number by the normal gravity value computed on the
 DN0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0595.degrees latitude (g = 980.6199 gals.).
 DN0595
 DN0595.The modeled gravity was interpolated from observed gravity values.
 DN0595
 DN0595;                    North         East    Units  Estimated Accuracy
 DN0595;SPC TXNC     - 2,216,520.      729,650.      MT  (+/- 180 meters Scaled)
 DN0595
 DN0595                          SUPERSEDED SURVEY CONTROL
 DN0595
 DN0595  NGVD 29 (??/??/92)  233.277  (m)          765.34   (f) ADJ UNCH    2 0
 DN0595
 DN0595.Superseded values are not recommended for survey control.
 DN0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0595.See file dsdata.txt to determine how the superseded data were derived.
 DN0595
 DN0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC760206(NAD 83)
 DN0595_MARKER: DB = BENCH MARK DISK
 DN0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0595_STAMPING: K 244 1934
 DN0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0595+STABILITY: SURFACE MOTION
 DN0595
 DN0595  HISTORY     - Date     Condition        Report By
 DN0595  HISTORY     - 1934     MONUMENTED       CGS
 DN0595  HISTORY     - 1958     GOOD             USGS
 DN0595  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 DN0595
 DN0595                          STATION DESCRIPTION
 DN0595
 DN0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0595'1.4 MI SE FROM GAINESVILLE.
 DN0595'ABOUT 1.4 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0595'TEXAS FROM THE STATION AT GAINESVILLE, COOKE COUNTY, AT A ROAD
 DN0595'CROSSING, ABOUT 100 FEET NORTH OF THE MAIL BOX OF M.K. BEASLEY, ABOUT
 DN0595'50 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 40 FEET NORTH OF
 DN0595'THE TRACK, IN LINE WITH A ROW OF POLES, AND IN A FENCE CORNER.  A
 DN0595'STANDARD DISK, STAMPED K 244 1934 AND SET IN THE TOP OF A CONCRETE
 DN0595'POST.
 DN0595
 DN0595                          STATION RECOVERY (1958)
 DN0595
 DN0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DN0595'RECOVERED IN GOOD CONDITION.
 DN0595
 DN0595                          STATION RECOVERY (1995)
 DN0595
 DN0595'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0579 ***********************************************************************
 DN0579  DESIGNATION -  K 245
 DN0579  PID         -  DN0579
 DN0579  STATE/COUNTY-  TX/COOKE
 DN0579  USGS QUAD   -  MUENSTER WEST (1978)
 DN0579
 DN0579                         *CURRENT SURVEY CONTROL
 DN0579  ___________________________________________________________________
 DN0579* NAD 83(1986)-  33 41 38.     (N)    097 26 41.     (W)     SCALED    
 DN0579* NAVD 88     -       348.247  (meters)    1142.54   (feet)  ADJUSTED  
 DN0579  ___________________________________________________________________
 DN0579  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 DN0579  DYNAMIC HT  -         347.873 (meters)    1141.31  (feet)  COMP
 DN0579  MODELED GRAV-     979,551.5   (mgal)                       NAVD 88
 DN0579
 DN0579  VERT ORDER  -  SECOND    CLASS 0
 DN0579
 DN0579.The horizontal coordinates were scaled from a topographic map and have
 DN0579.an estimated accuracy of +/- 6 seconds.
 DN0579
 DN0579.The orthometric height was determined by differential leveling
 DN0579.and adjusted by the National Geodetic Survey in June 1991..
 DN0579
 DN0579.The geoid height was determined by GEOID03.
 DN0579
 DN0579.The dynamic height is computed by dividing the NAVD 88
 DN0579.geopotential number by the normal gravity value computed on the
 DN0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0579.degrees latitude (g = 980.6199 gals.).
 DN0579
 DN0579.The modeled gravity was interpolated from observed gravity values.
 DN0579
 DN0579;                    North         East    Units  Estimated Accuracy
 DN0579;SPC TXNC     - 2,225,300.      697,830.      MT  (+/- 180 meters Scaled)
 DN0579
 DN0579                          SUPERSEDED SURVEY CONTROL
 DN0579
 DN0579  NGVD 29 (??/??/92)  348.159  (m)         1142.25   (f) ADJ UNCH    2 0
 DN0579
 DN0579.Superseded values are not recommended for survey control.
 DN0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0579.See file dsdata.txt to determine how the superseded data were derived.
 DN0579
 DN0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC441293(NAD 83)
 DN0579_MARKER: DB = BENCH MARK DISK
 DN0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0579_SP_SET: CULVERT
 DN0579_STAMPING: K 245 1934
 DN0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0579
 DN0579  HISTORY     - Date     Condition        Report By
 DN0579  HISTORY     - 1934     MONUMENTED       CGS
 DN0579  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 DN0579
 DN0579                          STATION DESCRIPTION
 DN0579
 DN0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0579'5.3 MI NW FROM MUENSTER.
 DN0579'ABOUT 5.3 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0579'TEXAS FROM THE STATION AT MUENSTER, COOKE COUNTY, AT MILEAGE 721.5,
 DN0579'AND A ROAD CROSSING, ABOUT 40 FEET NORTH OF THE ROAD, AT THE EAST END
 DN0579'OF A CULVERT, IN THE TOP OF THE HEAD WALL, AND 6 FEET EAST OF THE
 DN0579'RAIL.  A STANDARD DISK, STAMPED K 245 1934.
 DN0579
 DN0579                          STATION RECOVERY (1995)
 DN0579
 DN0579'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0644 ***********************************************************************
 DN0644  DESIGNATION -  K 247
 DN0644  PID         -  DN0644
 DN0644  STATE/COUNTY-  TX/DENTON
 DN0644  USGS QUAD   -  SANGER (1978)
 DN0644
 DN0644                         *CURRENT SURVEY CONTROL
 DN0644  ___________________________________________________________________
 DN0644* NAD 83(1986)-  33 21 42.     (N)    097 10 12.     (W)     SCALED    
 DN0644* NAVD 88     -       202.803  (meters)     665.36   (feet)  ADJUSTED  
 DN0644  ___________________________________________________________________
 DN0644  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DN0644  DYNAMIC HT  -         202.587 (meters)     664.65  (feet)  COMP
 DN0644  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 DN0644
 DN0644  VERT ORDER  -  SECOND    CLASS 0
 DN0644
 DN0644.The horizontal coordinates were scaled from a topographic map and have
 DN0644.an estimated accuracy of +/- 6 seconds.
 DN0644
 DN0644.The orthometric height was determined by differential leveling
 DN0644.and adjusted by the National Geodetic Survey in June 1991..
 DN0644
 DN0644.The geoid height was determined by GEOID03.
 DN0644
 DN0644.The dynamic height is computed by dividing the NAVD 88
 DN0644.geopotential number by the normal gravity value computed on the
 DN0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0644.degrees latitude (g = 980.6199 gals.).
 DN0644
 DN0644.The modeled gravity was interpolated from observed gravity values.
 DN0644
 DN0644;                    North         East    Units  Estimated Accuracy
 DN0644;SPC TXNC     - 2,188,740.      723,770.      MT  (+/- 180 meters Scaled)
 DN0644
 DN0644                          SUPERSEDED SURVEY CONTROL
 DN0644
 DN0644  NGVD 29 (??/??/92)  202.790  (m)          665.32   (f) ADJ UNCH    2 0
 DN0644
 DN0644.Superseded values are not recommended for survey control.
 DN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0644.See file dsdata.txt to determine how the superseded data were derived.
 DN0644
 DN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB702928(NAD 83)
 DN0644_MARKER: DB = BENCH MARK DISK
 DN0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0644_SP_SET: CONCRETE BASE
 DN0644_STAMPING: K-247 1934
 DN0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0644+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0644
 DN0644  HISTORY     - Date     Condition        Report By
 DN0644  HISTORY     - 1934     MONUMENTED       CGS
 DN0644  HISTORY     - 19950629 GOOD             USPSQD
 DN0644  HISTORY     - 19980224 GOOD             USPSQD
 DN0644  HISTORY     - 20010126 SEE DESCRIPTION  INDIV
 DN0644  HISTORY     - 20040107 GOOD             JCLS
 DN0644  HISTORY     - 20051031 GOOD             BOHAN
 DN0644
 DN0644                          STATION DESCRIPTION
 DN0644
 DN0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0644'IN SANGER.
 DN0644'AT SANGER CITY WATER TOWER.  500 FEET WEST OF GULF COLORADO AND SANTA
 DN0644'FE RR DEPOT.  IN CONCRETE BASE OF SOUTHEAST LEG OF TOWER.
 DN0644
 DN0644                          STATION RECOVERY (1995)
 DN0644
 DN0644'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0644'RECOVERED IN GOOD CONDITION.
 DN0644
 DN0644                          STATION RECOVERY (1998)
 DN0644
 DN0644'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0644'RECOVERED IN GOOD CONDITION.
 DN0644
 DN0644                          STATION RECOVERY (2001)
 DN0644
 DN0644'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MBD)
 DN0644'BENCH MARK RECOVERED IN GOOD CONDITION, BRASS DISC ON CONC. FOUNDATION
 DN0644'IS UNDER 3 INCHES OF GRAVEL IN CITY OF SANGER PARKING LOT. WATER TOWER
 DN0644'HAS BEEN RAZED BUT CONC. FOUNDATION THAT CONTAINS THE BM IS STILL IN
 DN0644'PLACE. THEREFORE THE TOWER IS NO LONGER AVAILABLE FOR HORIZONTAL
 DN0644'CONTROL.
 DN0644
 DN0644                          STATION RECOVERY (2004)
 DN0644
 DN0644'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 DN0644'RECOVERED IN GOOD CONDITION.
 DN0644
 DN0644                          STATION RECOVERY (2005)
 DN0644
 DN0644'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2090 ***********************************************************************
 BY2090  DESIGNATION -  K 249
 BY2090  PID         -  BY2090
 BY2090  STATE/COUNTY-  TX/ANDERSON
 BY2090  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2090
 BY2090                         *CURRENT SURVEY CONTROL
 BY2090  ___________________________________________________________________
 BY2090* NAD 83(1986)-  31 44 53.     (N)    095 39 10.     (W)     SCALED    
 BY2090* NAVD 88     -       137.285  (meters)     450.41   (feet)  ADJUSTED  
 BY2090  ___________________________________________________________________
 BY2090  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2090  DYNAMIC HT  -         137.118 (meters)     449.86  (feet)  COMP
 BY2090  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 BY2090
 BY2090  VERT ORDER  -  FIRST     CLASS II
 BY2090
 BY2090.The horizontal coordinates were scaled from a topographic map and have
 BY2090.an estimated accuracy of +/- 6 seconds.
 BY2090
 BY2090.The orthometric height was determined by differential leveling
 BY2090.and adjusted by the National Geodetic Survey in June 1991..
 BY2090
 BY2090.The geoid height was determined by GEOID03.
 BY2090
 BY2090.The dynamic height is computed by dividing the NAVD 88
 BY2090.geopotential number by the normal gravity value computed on the
 BY2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2090.degrees latitude (g = 980.6199 gals.).
 BY2090
 BY2090.The modeled gravity was interpolated from observed gravity values.
 BY2090
 BY2090;                    North         East    Units  Estimated Accuracy
 BY2090;SPC TX C     - 3,240,070.    1,143,340.      MT  (+/- 180 meters Scaled)
 BY2090
 BY2090                          SUPERSEDED SURVEY CONTROL
 BY2090
 BY2090  NGVD 29 (??/??/92)  137.25   (m)          450.3    (f) COMPUTED    1 2
 BY2090
 BY2090.Superseded values are not recommended for survey control.
 BY2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2090.See file dsdata.txt to determine how the superseded data were derived.
 BY2090
 BY2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR487155(NAD 83)
 BY2090_MARKER: DB = BENCH MARK DISK
 BY2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2090_STAMPING: K 249 1952
 BY2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2090+STABILITY: SURFACE MOTION
 BY2090
 BY2090  HISTORY     - Date     Condition        Report By
 BY2090  HISTORY     - 1952     MONUMENTED       CGS
 BY2090  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY2090  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2090
 BY2090                          STATION DESCRIPTION
 BY2090
 BY2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2090'1.6 MI SW FROM PALESTINE.
 BY2090'0.75 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2090'RAILROAD FROM THE STATION AT PALESTINE, THENCE 0.85 MILE SOUTHWEST
 BY2090'ALONG U.S. HIGHWAYS 79 AND 84, 153 FEET EAST OF THE SOUTHEAST CORNER
 BY2090'OF A WHITE FRAME HOUSE, 53.8 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BY2090'HIGHWAY, 125 YARDS NORTHEAST OF A PALESTINE CITY LIMIT SIGN, 5.7 FEET
 BY2090'NORTHEAST OF A POWER POLE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN
 BY2090'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY2090
 BY2090                          STATION RECOVERY (1990)
 BY2090
 BY2090'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2090'MARK NOT FOUND.
 BY2090
 BY2090                          STATION RECOVERY (2002)
 BY2090
 BY2090'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2091 ***********************************************************************
 BY2091  DESIGNATION -  K 249 RESET 1955
 BY2091  PID         -  BY2091
 BY2091  STATE/COUNTY-  TX/ANDERSON
 BY2091  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2091
 BY2091                         *CURRENT SURVEY CONTROL
 BY2091  ___________________________________________________________________
 BY2091* NAD 83(1986)-  31 44 57.     (N)    095 39 02.     (W)     SCALED    
 BY2091* NAVD 88     -       137.547  (meters)     451.27   (feet)  ADJUSTED  
 BY2091  ___________________________________________________________________
 BY2091  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2091  DYNAMIC HT  -         137.380 (meters)     450.72  (feet)  COMP
 BY2091  MODELED GRAV-     979,419.8   (mgal)                       NAVD 88
 BY2091
 BY2091  VERT ORDER  -  FIRST     CLASS II
 BY2091
 BY2091.The horizontal coordinates were scaled from a topographic map and have
 BY2091.an estimated accuracy of +/- 6 seconds.
 BY2091
 BY2091.The orthometric height was determined by differential leveling
 BY2091.and adjusted by the National Geodetic Survey in June 1991..
 BY2091
 BY2091.The geoid height was determined by GEOID03.
 BY2091
 BY2091.The dynamic height is computed by dividing the NAVD 88
 BY2091.geopotential number by the normal gravity value computed on the
 BY2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2091.degrees latitude (g = 980.6199 gals.).
 BY2091
 BY2091.The modeled gravity was interpolated from observed gravity values.
 BY2091
 BY2091;                    North         East    Units  Estimated Accuracy
 BY2091;SPC TX C     - 3,240,200.    1,143,550.      MT  (+/- 180 meters Scaled)
 BY2091
 BY2091                          SUPERSEDED SURVEY CONTROL
 BY2091
 BY2091  NGVD 29 (??/??/??)  137.51   (m)          451.1    (f) RESET       3  
 BY2091
 BY2091.Superseded values are not recommended for survey control.
 BY2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2091.See file dsdata.txt to determine how the superseded data were derived.
 BY2091
 BY2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR489156(NAD 83)
 BY2091_MARKER: DB = BENCH MARK DISK
 BY2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2091_STAMPING: K 249 RESET 1955
 BY2091_PROJECTION: RECESSED 46 CENTIMETERS
 BY2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2091+STABILITY: SURFACE MOTION
 BY2091
 BY2091  HISTORY     - Date     Condition        Report By
 BY2091  HISTORY     - 1955     MONUMENTED       CGS
 BY2091  HISTORY     - 1960     GOOD             NGS
 BY2091  HISTORY     - 1980     GOOD             NGS
 BY2091  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2091
 BY2091                          STATION DESCRIPTION
 BY2091
 BY2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2091'1.65 MI SW FROM PALESTINE.
 BY2091'ABOUT 0.75 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY2091'STATION AT PALESTINE TO THE SAN JACINTO STREET CROSSING, THENCE 0.9
 BY2091'MILE SOUTHWEST ALONG U.S. HIGHWAY 79 AND 84, 50 FEET SOUTHEAST OF THE
 BY2091'CENTER LINE OF THE HIGHWAY, 156 FEET SOUTHEAST OF THE CENTER LINE OF
 BY2091'SHERIDAN DRIVE, 70 FEET WEST OF THE WEST CORNER OF A TEXACO SERVICE
 BY2091'STATION, 4 FEET SOUTHWEST OF THE SOUTHWEST CONCRETE CURBING AND
 BY2091'PROPERTY LINE OF THE SERVICE STATION, 11 FEET NORTHEAST OF A POWER
 BY2091'POLE SUPPORTING A TRANSFORMER, IN THE TOP OF A CONCRETE POST, 18
 BY2091'INCHES BELOW THE SURFACE OF THE GROUND, AND ENCASED IN A 16-INCH
 BY2091'CONCRETE PIPE.
 BY2091
 BY2091                          STATION RECOVERY (1980)
 BY2091
 BY2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2091'2.4 KM. (1.5 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 BUSINESS FROM THE
 BY2091'FEDERAL BUILDING IN PALESTINE, THENCE 0.5 KM. (0.3 MI.) SOUTHWEST
 BY2091'ALONG U.S. HIGHWAY 79, AT A MINI MART STORE AND TEXACO GAS STATION,
 BY2091'13.7 M. (45.0 FT.) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BY2091'19.8 M. (65.0 FT.) WEST OF THE WEST CORNER OF THE STATION, 1.2 M.
 BY2091'(4.0 FT.) SOUTHWEST OF THE SOUTHWEST CURB OF THE STATION, 3.7 M.
 BY2091'(12.0 FT.) NORTH OF A POWERLINE POLE WITH TRANSFORMER, 2.0 M.
 BY2091'(6.5 FT.) SOUTH-SOUTHEAST OF A POWERLINE POLE, 1.2 M. ( 4.0 FT.) WEST
 BY2091'OF A TEXACO SIGN.
 BY2091'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 BY2091
 BY2091                          STATION RECOVERY (2002)
 BY2091
 BY2091'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0276 ***********************************************************************
 AB0276  DESIGNATION -  K 25
 AB0276  PID         -  AB0276
 AB0276  STATE/COUNTY-  TX/CAMERON
 AB0276  USGS QUAD   -  LOS FRESNOS (1983)
 AB0276
 AB0276                         *CURRENT SURVEY CONTROL
 AB0276  ___________________________________________________________________
 AB0276* NAD 83(1986)-  26 04 52.     (N)    097 28 31.     (W)     SCALED    
 AB0276* NAVD 88     -         6.292  (meters)      20.64   (feet)  POSTED    
 AB0276  ___________________________________________________________________
 AB0276  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 AB0276  DYNAMIC HT  -           6.280 (meters)      20.60  (feet)  COMP
 AB0276  MODELED GRAV-     979,044.1   (mgal)                       NAVD 88
 AB0276
 AB0276  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0276
 AB0276.The horizontal coordinates were scaled from a topographic map and have
 AB0276.an estimated accuracy of +/- 6 seconds.
 AB0276
 AB0276.The orthometric height was determined by differential leveling
 AB0276.and adjusted by the National Geodetic Survey in 1992..
 AB0276.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0276.rate of 3.1 thru 4.0 mm/km.
 AB0276
 AB0276.The geoid height was determined by GEOID03.
 AB0276
 AB0276.The dynamic height is computed by dividing the NAVD 88
 AB0276.geopotential number by the normal gravity value computed on the
 AB0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0276.degrees latitude (g = 980.6199 gals.).
 AB0276
 AB0276.The modeled gravity was interpolated from observed gravity values.
 AB0276
 AB0276;                    North         East    Units  Estimated Accuracy
 AB0276;SPC TX S     - 5,046,340.      402,520.      MT  (+/- 180 meters Scaled)
 AB0276
 AB0276                          SUPERSEDED SURVEY CONTROL
 AB0276
 AB0276  NGVD 29 (??/??/92)    6.392  (m)           20.97   (f) ADJ UNCH    2 0
 AB0276
 AB0276.Superseded values are not recommended for survey control.
 AB0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0276.See file dsdata.txt to determine how the superseded data were derived.
 AB0276
 AB0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP524855(NAD 83)
 AB0276_MARKER: DD = SURVEY DISK
 AB0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0276_SP_SET: CULVERT
 AB0276_STAMPING: K 25 20.70
 AB0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0276
 AB0276  HISTORY     - Date     Condition        Report By
 AB0276  HISTORY     - UNK      MONUMENTED
 AB0276  HISTORY     - 1942     GOOD             NGS
 AB0276  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0276  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0276
 AB0276                          STATION DESCRIPTION
 AB0276
 AB0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0276'0.6 MI N FROM LOS FRESNOS.
 AB0276'0.6 MILE NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0276'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, 30 FEET WEST OF AND 4 FEET
 AB0276'LOWER THAN THE CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT IN THE
 AB0276'CENTER OF THE TOP OF THE WEST HEADWALL.  A CAMERON COUNTY STANDARD
 AB0276'DISK, STAMPED K 25 20.70.
 AB0276
 AB0276                          STATION RECOVERY (1987)
 AB0276
 AB0276'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0276'MARK NOT FOUND.
 AB0276
 AB0276                          STATION RECOVERY (1987)
 AB0276
 AB0276'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0054 ***********************************************************************
 BY0054  DESIGNATION -  K 250
 BY0054  PID         -  BY0054
 BY0054  STATE/COUNTY-  TX/SHELBY
 BY0054  USGS QUAD   -  TENAHA WEST (1984)
 BY0054
 BY0054                         *CURRENT SURVEY CONTROL
 BY0054  ___________________________________________________________________
 BY0054* NAD 83(1986)-  31 55 53.     (N)    094 18 31.     (W)     SCALED    
 BY0054* NAVD 88     -        90.235  (meters)     296.05   (feet)  ADJUSTED  
 BY0054  ___________________________________________________________________
 BY0054  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BY0054  DYNAMIC HT  -          90.128 (meters)     295.69  (feet)  COMP
 BY0054  MODELED GRAV-     979,446.3   (mgal)                       NAVD 88
 BY0054
 BY0054  VERT ORDER  -  FIRST     CLASS II
 BY0054
 BY0054.The horizontal coordinates were scaled from a topographic map and have
 BY0054.an estimated accuracy of +/- 6 seconds.
 BY0054
 BY0054.The orthometric height was determined by differential leveling
 BY0054.and adjusted by the National Geodetic Survey in June 1991..
 BY0054
 BY0054.The geoid height was determined by GEOID03.
 BY0054
 BY0054.The dynamic height is computed by dividing the NAVD 88
 BY0054.geopotential number by the normal gravity value computed on the
 BY0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0054.degrees latitude (g = 980.6199 gals.).
 BY0054
 BY0054.The modeled gravity was interpolated from observed gravity values.
 BY0054
 BY0054;                    North         East    Units  Estimated Accuracy
 BY0054;SPC TX C     - 3,266,490.    1,269,450.      MT  (+/- 180 meters Scaled)
 BY0054
 BY0054                          SUPERSEDED SURVEY CONTROL
 BY0054
 BY0054  NGVD 29 (??/??/92)   90.260  (m)          296.13   (f) ADJ UNCH    1 2
 BY0054
 BY0054.Superseded values are not recommended for survey control.
 BY0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0054.See file dsdata.txt to determine how the superseded data were derived.
 BY0054
 BY0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR762335(NAD 83)
 BY0054_MARKER: DB = BENCH MARK DISK
 BY0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0054_STAMPING: K 250 1952
 BY0054_PROJECTION: PROJECTING 5 CENTIMETERS
 BY0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0054+STABILITY: SURFACE MOTION
 BY0054
 BY0054  HISTORY     - Date     Condition        Report By
 BY0054  HISTORY     - 1952     MONUMENTED       CGS
 BY0054  HISTORY     - 1979     GOOD             NGS
 BY0054
 BY0054                          STATION DESCRIPTION
 BY0054
 BY0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0054'5.5 MI NE FROM TIMPSON.
 BY0054'5.5 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0054'STATION AT TIMPSON, 181 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 BY0054'84, 101 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 54
 BY0054'FEET NORTH OF THE NORTH RAIL, 47 FEET EAST OF THE CENTER OF A STEEL
 BY0054'GATE, 15 FEET SOUTH OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST,
 BY0054'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 BY0054'GROUND.
 BY0054
 BY0054                          STATION RECOVERY (1979)
 BY0054
 BY0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0054'4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF U.S.
 BY0054'HIGHWAY 96 IN TENAHA, 181 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY,
 BY0054'101 FT. NORTHEAST OF THE CENTER OF A PRIVATE ROAD LEADING NORTH ACROSS
 BY0054'THE TEXAS AND NEW ORLEANS RAILROAD, 54.0 FT. NORTH OF THE NORTH RAIL,
 BY0054'15.0 FT. SOUTH OF A FENCE.
 BY0054'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BY0054'THE MARK IS 2 FT BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1085 ***********************************************************************
 BY1085  DESIGNATION -  K 251
 BY1085  PID         -  BY1085
 BY1085  STATE/COUNTY-  TX/NACOGDOCHES
 BY1085  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1085
 BY1085                         *CURRENT SURVEY CONTROL
 BY1085  ___________________________________________________________________
 BY1085* NAD 83(1986)-  31 44 32.     (N)    094 41 12.     (W)     SCALED    
 BY1085* NAVD 88     -       140.740  (meters)     461.74   (feet)  ADJUSTED  
 BY1085  ___________________________________________________________________
 BY1085  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BY1085  DYNAMIC HT  -         140.568 (meters)     461.18  (feet)  COMP
 BY1085  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
 BY1085
 BY1085  VERT ORDER  -  FIRST     CLASS II
 BY1085
 BY1085.The horizontal coordinates were scaled from a topographic map and have
 BY1085.an estimated accuracy of +/- 6 seconds.
 BY1085
 BY1085.The orthometric height was determined by differential leveling
 BY1085.and adjusted by the National Geodetic Survey in June 1991..
 BY1085
 BY1085.The geoid height was determined by GEOID03.
 BY1085
 BY1085.The dynamic height is computed by dividing the NAVD 88
 BY1085.geopotential number by the normal gravity value computed on the
 BY1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1085.degrees latitude (g = 980.6199 gals.).
 BY1085
 BY1085.The modeled gravity was interpolated from observed gravity values.
 BY1085
 BY1085;                    North         East    Units  Estimated Accuracy
 BY1085;SPC TX C     - 3,243,670.    1,234,810.      MT  (+/- 180 meters Scaled)
 BY1085
 BY1085                          SUPERSEDED SURVEY CONTROL
 BY1085
 BY1085  NGVD 29 (??/??/92)  140.773  (m)          461.85   (f) ADJ UNCH    1 2
 BY1085
 BY1085.Superseded values are not recommended for survey control.
 BY1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1085.See file dsdata.txt to determine how the superseded data were derived.
 BY1085
 BY1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR402131(NAD 83)
 BY1085_MARKER: DB = BENCH MARK DISK
 BY1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1085_STAMPING: K 251 1952
 BY1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1085+STABILITY: SURFACE MOTION
 BY1085
 BY1085  HISTORY     - Date     Condition        Report By
 BY1085  HISTORY     - 1952     MONUMENTED       CGS
 BY1085
 BY1085                          STATION DESCRIPTION
 BY1085
 BY1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1085'10.0 MI NW FROM NACOGDOCHES.
 BY1085'10.0 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1085'STATION AT NACOGDOCHES, 14 POLES SOUTHEAST OF MILEPOST 163, 45 FEET
 BY1085'NORTHEAST OF THE NORTHEAST RAIL, 12 FEET NORTH OF A TELEGRAPH POLE, 2
 BY1085'FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN
 BY1085'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1278 ***********************************************************************
 BY1278  DESIGNATION -  K 252
 BY1278  PID         -  BY1278
 BY1278  STATE/COUNTY-  TX/CHEROKEE
 BY1278  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1278
 BY1278                         *CURRENT SURVEY CONTROL
 BY1278  ___________________________________________________________________
 BY1278* NAD 83(1986)-  31 56 37.     (N)    095 14 53.     (W)     SCALED    
 BY1278* NAVD 88     -       138.293  (meters)     453.72   (feet)  ADJUSTED  
 BY1278  ___________________________________________________________________
 BY1278  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BY1278  DYNAMIC HT  -         138.127 (meters)     453.17  (feet)  COMP
 BY1278  MODELED GRAV-     979,430.4   (mgal)                       NAVD 88
 BY1278
 BY1278  VERT ORDER  -  FIRST     CLASS II
 BY1278
 BY1278.The horizontal coordinates were scaled from a topographic map and have
 BY1278.an estimated accuracy of +/- 6 seconds.
 BY1278
 BY1278.The orthometric height was determined by differential leveling
 BY1278.and adjusted by the National Geodetic Survey in June 1991..
 BY1278
 BY1278.The geoid height was determined by GEOID03.
 BY1278
 BY1278.The dynamic height is computed by dividing the NAVD 88
 BY1278.geopotential number by the normal gravity value computed on the
 BY1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1278.degrees latitude (g = 980.6199 gals.).
 BY1278
 BY1278.The modeled gravity was interpolated from observed gravity values.
 BY1278
 BY1278;                    North         East    Units  Estimated Accuracy
 BY1278;SPC TX C     - 3,263,410.    1,180,660.      MT  (+/- 180 meters Scaled)
 BY1278
 BY1278                          SUPERSEDED SURVEY CONTROL
 BY1278
 BY1278  NGVD 29 (??/??/92)  138.315  (m)          453.79   (f) ADJ UNCH    1 2
 BY1278
 BY1278.Superseded values are not recommended for survey control.
 BY1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1278.See file dsdata.txt to determine how the superseded data were derived.
 BY1278
 BY1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR875363(NAD 83)
 BY1278_MARKER: DB = BENCH MARK DISK
 BY1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1278_STAMPING: K 252
 BY1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1278+STABILITY: SURFACE MOTION
 BY1278
 BY1278  HISTORY     - Date     Condition        Report By
 BY1278  HISTORY     - UNK      MONUMENTED       CGS
 BY1278  HISTORY     - 1973     GOOD             USGS
 BY1278  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1278  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 BY1278
 BY1278                          STATION DESCRIPTION
 BY1278
 BY1278'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 BY1278'1.75 MI S FROM JACKSONVILLE.
 BY1278'1.4 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE AT
 BY1278'JACKSONVILLE.  (THE FIRST ROAD EAST PAST THE DRIVE IN THEATRE) THENCE
 BY1278'EAST .35 MILES ALONG A DIRT ROAD TO THE OLD WILSON AIRPORT, AT THE
 BY1278'SOUTHEAST CORNER OF THE NORTHEAST SHED.  ONE FOOT EAST OF THE
 BY1278'SOUTHEAST CORNER.  SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BY1278'0.5 FOOT ABOVE THE GROUND A STANDARD POST STAMPED K 252.
 BY1278
 BY1278                          STATION RECOVERY (1996)
 BY1278
 BY1278'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1278'MARK NOT FOUND.
 BY1278
 BY1278                          STATION RECOVERY (2004)
 BY1278
 BY1278'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY1278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0282 ***********************************************************************
 GK0282  DESIGNATION -  K 253
 GK0282  PID         -  GK0282
 GK0282  STATE/COUNTY-  TX/HANSFORD
 GK0282  USGS QUAD   -  MORSE (1974)
 GK0282
 GK0282                         *CURRENT SURVEY CONTROL
 GK0282  ___________________________________________________________________
 GK0282* NAD 83(1986)-  36 03 28.     (N)    101 28 22.     (W)     SCALED    
 GK0282* NAVD 88     -       971.848  (meters)    3188.47   (feet)  ADJUSTED  
 GK0282  ___________________________________________________________________
 GK0282  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 GK0282  DYNAMIC HT  -         970.780 (meters)    3184.97  (feet)  COMP
 GK0282  MODELED GRAV-     979,500.3   (mgal)                       NAVD 88
 GK0282
 GK0282  VERT ORDER  -  SECOND    CLASS 0
 GK0282
 GK0282.The horizontal coordinates were scaled from a topographic map and have
 GK0282.an estimated accuracy of +/- 6 seconds.
 GK0282
 GK0282.The orthometric height was determined by differential leveling
 GK0282.and adjusted by the National Geodetic Survey in June 1991..
 GK0282
 GK0282.The geoid height was determined by GEOID03.
 GK0282
 GK0282.The dynamic height is computed by dividing the NAVD 88
 GK0282.geopotential number by the normal gravity value computed on the
 GK0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0282.degrees latitude (g = 980.6199 gals.).
 GK0282
 GK0282.The modeled gravity was interpolated from observed gravity values.
 GK0282
 GK0282;                    North         East    Units  Estimated Accuracy
 GK0282;SPC TX N     - 1,228,290.      202,450.      MT  (+/- 180 meters Scaled)
 GK0282
 GK0282                          SUPERSEDED SURVEY CONTROL
 GK0282
 GK0282  NGVD 29 (??/??/92)  971.399  (m)         3187.00   (f) ADJ UNCH    2 0
 GK0282
 GK0282.Superseded values are not recommended for survey control.
 GK0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0282.See file dsdata.txt to determine how the superseded data were derived.
 GK0282
 GK0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE772931(NAD 83)
 GK0282_MARKER: DB = BENCH MARK DISK
 GK0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GK0282_SP_SET: FOUNDATION
 GK0282_STAMPING: K-253 1934
 GK0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GK0282
 GK0282  HISTORY     - Date     Condition        Report By
 GK0282  HISTORY     - 1934     MONUMENTED       CGS
 GK0282
 GK0282                          STATION DESCRIPTION
 GK0282
 GK0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0282'IN MORSE.
 GK0282'0.13 MILE SOUTH OF CHICAGO ROCK ISLAND AND GULF RAILWAY STATION SET IN
 GK0282'NORTH ONE OF TWO EAST CONCRETE FOUNDATION OF RAILWAY WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0103 ***********************************************************************
 GK0103  DESIGNATION -  K 255
 GK0103  PID         -  GK0103
 GK0103  STATE/COUNTY-  TX/OCHILTREE
 GK0103  USGS QUAD   -  FARNSWORTH (1973)
 GK0103
 GK0103                         *CURRENT SURVEY CONTROL
 GK0103  ___________________________________________________________________
 GK0103* NAD 83(1986)-  36 19 16.     (N)    100 58 07.     (W)     SCALED    
 GK0103* NAVD 88     -       912.228  (meters)    2992.87   (feet)  ADJUSTED  
 GK0103  ___________________________________________________________________
 GK0103  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 GK0103  DYNAMIC HT  -         911.263 (meters)    2989.70  (feet)  COMP
 GK0103  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 GK0103
 GK0103  VERT ORDER  -  SECOND    CLASS 0
 GK0103
 GK0103.The horizontal coordinates were scaled from a topographic map and have
 GK0103.an estimated accuracy of +/- 6 seconds.
 GK0103
 GK0103.The orthometric height was determined by differential leveling
 GK0103.and adjusted by the National Geodetic Survey in June 1991..
 GK0103
 GK0103.The geoid height was determined by GEOID03.
 GK0103
 GK0103.The dynamic height is computed by dividing the NAVD 88
 GK0103.geopotential number by the normal gravity value computed on the
 GK0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0103.degrees latitude (g = 980.6199 gals.).
 GK0103
 GK0103.The modeled gravity was interpolated from observed gravity values.
 GK0103
 GK0103;                    North         East    Units  Estimated Accuracy
 GK0103;SPC TX N     - 1,257,640.      247,720.      MT  (+/- 180 meters Scaled)
 GK0103
 GK0103                          SUPERSEDED SURVEY CONTROL
 GK0103
 GK0103  NGVD 29 (??/??/92)  911.823  (m)         2991.54   (f) ADJ UNCH    2 0
 GK0103
 GK0103.Superseded values are not recommended for survey control.
 GK0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0103.See file dsdata.txt to determine how the superseded data were derived.
 GK0103
 GK0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF232213(NAD 83)
 GK0103_MARKER: DB = BENCH MARK DISK
 GK0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0103_STAMPING: K 255 1934
 GK0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0103+STABILITY: SURFACE MOTION
 GK0103
 GK0103  HISTORY     - Date     Condition        Report By
 GK0103  HISTORY     - 1934     MONUMENTED       CGS
 GK0103  HISTORY     - 1943     GOOD             NGS
 GK0103
 GK0103                          STATION DESCRIPTION
 GK0103
 GK0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GK0103'IN FARNSWORTH.
 GK0103'AT FARNSWORTH, OCHILTREE COUNTY, 194.0 FEET NORTH OF THE NORTH CORNER
 GK0103'OF THE PANHANDLE AND SANTA FE RAILWAY STATION, ABOUT 0.25 MILE
 GK0103'NORTHEAST OF MILEPOST 69, 94.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 GK0103'THE MAIN TRACK, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0063 ***********************************************************************
 FL0063  DESIGNATION -  K 256
 FL0063  PID         -  FL0063
 FL0063  STATE/COUNTY-  TX/HEMPHILL
 FL0063  USGS QUAD   -  MENDOTA (1967)
 FL0063
 FL0063                         *CURRENT SURVEY CONTROL
 FL0063  ___________________________________________________________________
 FL0063* NAD 83(1986)-  35 52 01.     (N)    100 27 01.     (W)     SCALED    
 FL0063* NAVD 88     -       738.893  (meters)    2424.18   (feet)  ADJUSTED  
 FL0063  ___________________________________________________________________
 FL0063  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 FL0063  DYNAMIC HT  -         738.092 (meters)    2421.56  (feet)  COMP
 FL0063  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 FL0063
 FL0063  VERT ORDER  -  SECOND    CLASS 0
 FL0063
 FL0063.The horizontal coordinates were scaled from a topographic map and have
 FL0063.an estimated accuracy of +/- 6 seconds.
 FL0063
 FL0063.The orthometric height was determined by differential leveling
 FL0063.and adjusted by the National Geodetic Survey in June 1991..
 FL0063
 FL0063.The geoid height was determined by GEOID03.
 FL0063
 FL0063.The dynamic height is computed by dividing the NAVD 88
 FL0063.geopotential number by the normal gravity value computed on the
 FL0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0063.degrees latitude (g = 980.6199 gals.).
 FL0063
 FL0063.The modeled gravity was interpolated from observed gravity values.
 FL0063
 FL0063;                    North         East    Units  Estimated Accuracy
 FL0063;SPC TX N     - 1,207,620.      294,800.      MT  (+/- 180 meters Scaled)
 FL0063
 FL0063                          SUPERSEDED SURVEY CONTROL
 FL0063
 FL0063  NGVD 29 (??/??/92)  738.535  (m)         2423.01   (f) ADJ UNCH    2 0
 FL0063
 FL0063.Superseded values are not recommended for survey control.
 FL0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0063.See file dsdata.txt to determine how the superseded data were derived.
 FL0063
 FL0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE690701(NAD 83)
 FL0063_MARKER: DB = BENCH MARK DISK
 FL0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0063_STAMPING: K-256 1934
 FL0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0063+STABILITY: SURFACE MOTION
 FL0063
 FL0063  HISTORY     - Date     Condition        Report By
 FL0063  HISTORY     - 1934     MONUMENTED       CGS
 FL0063  HISTORY     - 1971     MARK NOT FOUND   LOCSUR
 FL0063
 FL0063                          STATION DESCRIPTION
 FL0063
 FL0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0063'5.1 MI SW FROM CANADIAN.
 FL0063'5.1 MILES SOUTHWEST OF CANADIAN P. AND SF. RR. STATION 90 FEET EAST OF
 FL0063'TRACK, 18 FEET EAST OF 6TH POST SOUTH OF MILEPOST 460, ON FENCE LINE.
 FL0063
 FL0063                          STATION RECOVERY (1971)
 FL0063
 FL0063'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 FL0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0048 ***********************************************************************
 FL0048  DESIGNATION -  K 257
 FL0048  PID         -  FL0048
 FL0048  STATE/COUNTY-  TX/WHEELER
 FL0048  USGS QUAD   -  ALLISON (1963)
 FL0048
 FL0048                         *CURRENT SURVEY CONTROL
 FL0048  ___________________________________________________________________
 FL0048* NAD 83(1986)-  35 36 25.     (N)    100 04 28.     (W)     SCALED    
 FL0048* NAVD 88     -       802.321  (meters)    2632.28   (feet)  ADJUSTED  
 FL0048  ___________________________________________________________________
 FL0048  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 FL0048  DYNAMIC HT  -         801.454 (meters)    2629.44  (feet)  COMP
 FL0048  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 FL0048
 FL0048  VERT ORDER  -  SECOND    CLASS 0
 FL0048
 FL0048.The horizontal coordinates were scaled from a topographic map and have
 FL0048.an estimated accuracy of +/- 6 seconds.
 FL0048
 FL0048.The orthometric height was determined by differential leveling
 FL0048.and adjusted by the National Geodetic Survey in June 1991..
 FL0048
 FL0048.The geoid height was determined by GEOID03.
 FL0048
 FL0048.The dynamic height is computed by dividing the NAVD 88
 FL0048.geopotential number by the normal gravity value computed on the
 FL0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0048.degrees latitude (g = 980.6199 gals.).
 FL0048
 FL0048.The modeled gravity was interpolated from observed gravity values.
 FL0048
 FL0048;                    North         East    Units  Estimated Accuracy
 FL0048;SPC TX N     - 1,179,200.      329,150.      MT  (+/- 180 meters Scaled)
 FL0048
 FL0048                          SUPERSEDED SURVEY CONTROL
 FL0048
 FL0048  NGVD 29 (??/??/92)  801.982  (m)         2631.17   (f) ADJ UNCH    2 0
 FL0048
 FL0048.Superseded values are not recommended for survey control.
 FL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0048.See file dsdata.txt to determine how the superseded data were derived.
 FL0048
 FL0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME026408(NAD 83)
 FL0048_MARKER: DB = BENCH MARK DISK
 FL0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0048_STAMPING: K-257 1934
 FL0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0048+STABILITY: SURFACE MOTION
 FL0048
 FL0048  HISTORY     - Date     Condition        Report By
 FL0048  HISTORY     - 1934     MONUMENTED       CGS
 FL0048  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0048
 FL0048                          STATION DESCRIPTION
 FL0048
 FL0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0048'1.5 MI NE FROM ALLISON.
 FL0048'1.5 MILES NORTHEAST OF P. AND SF. RR. STATION AT ALLISON 65 FEET
 FL0048'SOUTHWEST OF 6TH. POST SOUTHWEST OF MILEPOST 52, 48 FEET EAST OF
 FL0048'CENTER LINE OF ROAD CROSSING PANHANDLE AND SANTA FE TRACK, 39 FEET
 FL0048'NORTHWEST OF NEAREST RAIL OF TRACK, 27 FEET SOUTHEAST OF FENCE LINE.
 FL0048
 FL0048                          STATION RECOVERY (1963)
 FL0048
 FL0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0415 ***********************************************************************
 BZ0415  DESIGNATION -  K 258
 BZ0415  PID         -  BZ0415
 BZ0415  STATE/COUNTY-  TX/LEON
 BZ0415  USGS QUAD   -  JEWETT (1982)
 BZ0415
 BZ0415                         *CURRENT SURVEY CONTROL
 BZ0415  ___________________________________________________________________
 BZ0415* NAD 83(1986)-  31 20 43.     (N)    096 09 30.     (W)     SCALED    
 BZ0415* NAVD 88     -       136.308  (meters)     447.20   (feet)  ADJUSTED  
 BZ0415  ___________________________________________________________________
 BZ0415  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BZ0415  DYNAMIC HT  -         136.139 (meters)     446.65  (feet)  COMP
 BZ0415  MODELED GRAV-     979,397.2   (mgal)                       NAVD 88
 BZ0415
 BZ0415  VERT ORDER  -  FIRST     CLASS II
 BZ0415
 BZ0415.The horizontal coordinates were scaled from a topographic map and have
 BZ0415.an estimated accuracy of +/- 6 seconds.
 BZ0415
 BZ0415.The orthometric height was determined by differential leveling
 BZ0415.and adjusted by the National Geodetic Survey in June 1991..
 BZ0415
 BZ0415.The geoid height was determined by GEOID03.
 BZ0415
 BZ0415.The dynamic height is computed by dividing the NAVD 88
 BZ0415.geopotential number by the normal gravity value computed on the
 BZ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0415.degrees latitude (g = 980.6199 gals.).
 BZ0415
 BZ0415.The modeled gravity was interpolated from observed gravity values.
 BZ0415
 BZ0415;                    North         East    Units  Estimated Accuracy
 BZ0415;SPC TX C     - 3,193,540.    1,097,150.      MT  (+/- 180 meters Scaled)
 BZ0415
 BZ0415                          SUPERSEDED SURVEY CONTROL
 BZ0415
 BZ0415  NGVD 29 (??/??/92)  136.280  (m)          447.11   (f) ADJ UNCH    1 2
 BZ0415
 BZ0415.Superseded values are not recommended for survey control.
 BZ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0415.See file dsdata.txt to determine how the superseded data were derived.
 BZ0415
 BZ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV703713(NAD 83)
 BZ0415_MARKER: DB = BENCH MARK DISK
 BZ0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0415_SP_SET: CULVERT
 BZ0415_STAMPING: K 258 1952
 BZ0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0415
 BZ0415  HISTORY     - Date     Condition        Report By
 BZ0415  HISTORY     - 1952     MONUMENTED       CGS
 BZ0415  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0415
 BZ0415                          STATION DESCRIPTION
 BZ0415
 BZ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0415'1.5 MI SW FROM JEWETT.
 BZ0415'1.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD (FORMERLY THE
 BZ0415'INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM THE STATION AT JEWETT, 0.3
 BZ0415'MILE NORTHEAST OF A ROAD CROSSING, 78 FEET NORTHWEST OF THE NORTHWEST
 BZ0415'RAIL, 18 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 79, 2 FEET
 BZ0415'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE CENTER OF
 BZ0415'THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 BZ0415
 BZ0415                          STATION RECOVERY (1980)
 BZ0415
 BZ0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0415'NOT RECOVERED, ABUTMENT DESTROYED WHEN HIGHWAY WAS IMPROVED.
 BZ0415'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0567 ***********************************************************************
 BZ0567  DESIGNATION -  K 259
 BZ0567  PID         -  BZ0567
 BZ0567  STATE/COUNTY-  TX/HILL
 BZ0567  USGS QUAD   -  IRENE (1978)
 BZ0567
 BZ0567                         *CURRENT SURVEY CONTROL
 BZ0567  ___________________________________________________________________
 BZ0567* NAD 83(1986)-  31 53 31.     (N)    096 50 39.     (W)     SCALED    
 BZ0567* NAVD 88     -       142.630  (meters)     467.95   (feet)  ADJUSTED  
 BZ0567  ___________________________________________________________________
 BZ0567  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BZ0567  DYNAMIC HT  -         142.458 (meters)     467.38  (feet)  COMP
 BZ0567  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BZ0567
 BZ0567  VERT ORDER  -  FIRST     CLASS II
 BZ0567
 BZ0567.The horizontal coordinates were scaled from a topographic map and have
 BZ0567.an estimated accuracy of +/- 6 seconds.
 BZ0567
 BZ0567.The orthometric height was determined by differential leveling
 BZ0567.and adjusted by the National Geodetic Survey in June 1991..
 BZ0567
 BZ0567.The geoid height was determined by GEOID03.
 BZ0567
 BZ0567.The dynamic height is computed by dividing the NAVD 88
 BZ0567.geopotential number by the normal gravity value computed on the
 BZ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0567.degrees latitude (g = 980.6199 gals.).
 BZ0567
 BZ0567.The modeled gravity was interpolated from observed gravity values.
 BZ0567
 BZ0567;                    North         East    Units  Estimated Accuracy
 BZ0567;SPC TXNC     - 2,026,220.      756,650.      MT  (+/- 180 meters Scaled)
 BZ0567
 BZ0567                          SUPERSEDED SURVEY CONTROL
 BZ0567
 BZ0567  NGVD 29 (??/??/92)  142.616  (m)          467.90   (f) ADJ UNCH    1 2
 BZ0567
 BZ0567.Superseded values are not recommended for survey control.
 BZ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0567.See file dsdata.txt to determine how the superseded data were derived.
 BZ0567
 BZ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA038304(NAD 83)
 BZ0567_MARKER: DB = BENCH MARK DISK
 BZ0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0567_SP_SET: BRIDGE
 BZ0567_STAMPING: K 259 1952
 BZ0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0567
 BZ0567  HISTORY     - Date     Condition        Report By
 BZ0567  HISTORY     - 1952     MONUMENTED       CGS
 BZ0567  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0567  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ0567  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0567  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0567
 BZ0567                          STATION DESCRIPTION
 BZ0567
 BZ0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0567'3.3 MI SE FROM MALONE.
 BZ0567'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE MISSOURI PACIFIC
 BZ0567'RAILROAD STATION AT MALONE, 15 FEET SOUTHWEST OF THE CENTER LINE OF
 BZ0567'THE HIGHWAY, 0.95 MILE NORTHWEST OF BENCH MARK L 259, SET IN THE TOP
 BZ0567'OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF THE MOST NORTHERLY
 BZ0567'ONE OF 3 CONCRETE BRIDGES.
 BZ0567
 BZ0567                          STATION RECOVERY (1980)
 BZ0567
 BZ0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0567'MARK NOT FOUND.
 BZ0567
 BZ0567                          STATION RECOVERY (1999)
 BZ0567
 BZ0567'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0567'MARK NOT FOUND.
 BZ0567
 BZ0567                          STATION RECOVERY (2002)
 BZ0567
 BZ0567'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 BZ0567'MARK NOT FOUND.
 BZ0567
 BZ0567                          STATION RECOVERY (2003)
 BZ0567
 BZ0567'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0113 ***********************************************************************
 BP0113  DESIGNATION -  K 26
 BP0113  PID         -  BP0113
 BP0113  STATE/COUNTY-  TX/BREWSTER
 BP0113  USGS QUAD   -  TESNUS (1968)
 BP0113
 BP0113                         *CURRENT SURVEY CONTROL
 BP0113  ___________________________________________________________________
 BP0113* NAD 83(1986)-  30 06 34.     (N)    102 55 50.     (W)     SCALED    
 BP0113* NAVD 88     -      1156.966  (meters)    3795.81   (feet)  ADJUSTED  
 BP0113  ___________________________________________________________________
 BP0113  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 BP0113  DYNAMIC HT  -        1155.106 (meters)    3789.71  (feet)  COMP
 BP0113  MODELED GRAV-     978,994.8   (mgal)                       NAVD 88
 BP0113
 BP0113  VERT ORDER  -  FIRST     CLASS II
 BP0113
 BP0113.The horizontal coordinates were scaled from a topographic map and have
 BP0113.an estimated accuracy of +/- 6 seconds.
 BP0113
 BP0113.The orthometric height was determined by differential leveling
 BP0113.and adjusted by the National Geodetic Survey in June 1991..
 BP0113
 BP0113.The geoid height was determined by GEOID03.
 BP0113
 BP0113.The dynamic height is computed by dividing the NAVD 88
 BP0113.geopotential number by the normal gravity value computed on the
 BP0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0113.degrees latitude (g = 980.6199 gals.).
 BP0113
 BP0113.The modeled gravity was interpolated from observed gravity values.
 BP0113
 BP0113;                    North         East    Units  Estimated Accuracy
 BP0113;SPC TXSC     - 4,258,630.      221,260.      MT  (+/- 180 meters Scaled)
 BP0113
 BP0113                          SUPERSEDED SURVEY CONTROL
 BP0113
 BP0113  NGVD 29 (??/??/92) 1156.627  (m)         3794.70   (f) ADJ UNCH    1 2
 BP0113
 BP0113.Superseded values are not recommended for survey control.
 BP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0113.See file dsdata.txt to determine how the superseded data were derived.
 BP0113
 BP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP993327(NAD 83)
 BP0113_MARKER: DB = BENCH MARK DISK
 BP0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0113_STAMPING: K 26 1917 ELEV. 3794.740 FT.
 BP0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0113+STABILITY: SURFACE MOTION
 BP0113
 BP0113  HISTORY     - Date     Condition        Report By
 BP0113  HISTORY     - 1917     MONUMENTED       CGS
 BP0113  HISTORY     - 1957     GOOD             NGS
 BP0113  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0113
 BP0113                          STATION DESCRIPTION
 BP0113
 BP0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0113'21.85 MI W FROM LONGFELLOW.
 BP0113'ABOUT 21.85 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0113'THE SECTION FOREMANS HOUSE AT LONGFELLOW, ABOUT 22.0 MILES SOUTHEAST
 BP0113'OF THE STATION AT MARATHON, 90 FEET NORTHWEST OF AND ACROSS THE TRACK
 BP0113'FROM MILEPOST 554, 37 FEET NORTHWEST OF THE NORTHWEST RAIL, 9 FEET
 BP0113'SOUTHEAST OF THE NORTHWEST RIGHT OF WAY FENCE, 2 FEET WEST OF A WHITE
 BP0113'WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 BP0113'AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BP0113
 BP0113                          STATION RECOVERY (1966)
 BP0113
 BP0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BP0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0440 ***********************************************************************
 GK0440  DESIGNATION -  K 260
 GK0440  PID         -  GK0440
 GK0440  STATE/COUNTY-  TX/SHERMAN
 GK0440  USGS QUAD   -  STEVENS SW (1964)
 GK0440
 GK0440                         *CURRENT SURVEY CONTROL
 GK0440  ___________________________________________________________________
 GK0440* NAD 83(1986)-  36 19 43.     (N)    101 56 12.     (W)     SCALED    
 GK0440* NAVD 88     -      1091.423  (meters)    3580.78   (feet)  ADJUSTED  
 GK0440  ___________________________________________________________________
 GK0440  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 GK0440  DYNAMIC HT  -        1090.223 (meters)    3576.84  (feet)  COMP
 GK0440  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 GK0440
 GK0440  VERT ORDER  -  SECOND    CLASS 0
 GK0440
 GK0440.The horizontal coordinates were scaled from a topographic map and have
 GK0440.an estimated accuracy of +/- 6 seconds.
 GK0440
 GK0440.The orthometric height was determined by differential leveling
 GK0440.and adjusted by the National Geodetic Survey in June 1991..
 GK0440
 GK0440.The geoid height was determined by GEOID03.
 GK0440
 GK0440.The dynamic height is computed by dividing the NAVD 88
 GK0440.geopotential number by the normal gravity value computed on the
 GK0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0440.degrees latitude (g = 980.6199 gals.).
 GK0440
 GK0440.The modeled gravity was interpolated from observed gravity values.
 GK0440
 GK0440;                    North         East    Units  Estimated Accuracy
 GK0440;SPC TX N     - 1,258,430.      160,790.      MT  (+/- 180 meters Scaled)
 GK0440
 GK0440                          SUPERSEDED SURVEY CONTROL
 GK0440
 GK0440  NGVD 29 (??/??/92) 1090.939  (m)         3579.19   (f) ADJ UNCH    2 0
 GK0440
 GK0440.Superseded values are not recommended for survey control.
 GK0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0440.See file dsdata.txt to determine how the superseded data were derived.
 GK0440
 GK0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF363244(NAD 83)
 GK0440_MARKER: DB = BENCH MARK DISK
 GK0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0440_STAMPING: K 260 1952
 GK0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0440+STABILITY: SURFACE MOTION
 GK0440
 GK0440  HISTORY     - Date     Condition        Report By
 GK0440  HISTORY     - 1952     MONUMENTED       CGS
 GK0440
 GK0440                          STATION DESCRIPTION
 GK0440
 GK0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0440'7.7 MI E FROM STRATFORD.
 GK0440'7.7 MILE EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0440'PACIFIC RAILROAD STATION AT STRATFORD, AT AN INTERSECTION WITH A NORTH
 GK0440'AND SOUTH ROAD, 79 FEET EAST OF THE CENTER LINE OF THE NORTH AND SOUTH
 GK0440'ROAD, 49 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 47 FEET EAST
 GK0440'OF A FENCE CORNER, 1.4 FEET SOUTH OF A FENCE, 1.9 FEET WEST OF A
 GK0440'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GK0440'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0738 ***********************************************************************
 CT0738  DESIGNATION -  K 262
 CT0738  PID         -  CT0738
 CT0738  STATE/COUNTY-  TX/JONES
 CT0738  USGS QUAD   -  FUNSTON (1965)
 CT0738
 CT0738                         *CURRENT SURVEY CONTROL
 CT0738  ___________________________________________________________________
 CT0738* NAD 83(1986)-  32 50 41.     (N)    099 51 05.     (W)     SCALED    
 CT0738* NAVD 88     -       499.172  (meters)    1637.70   (feet)  ADJUSTED  
 CT0738  ___________________________________________________________________
 CT0738  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CT0738  DYNAMIC HT  -         498.532 (meters)    1635.60  (feet)  COMP
 CT0738  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 CT0738
 CT0738  VERT ORDER  -  SECOND    CLASS 0
 CT0738
 CT0738.The horizontal coordinates were scaled from a topographic map and have
 CT0738.an estimated accuracy of +/- 6 seconds.
 CT0738
 CT0738.The orthometric height was determined by differential leveling
 CT0738.and adjusted by the National Geodetic Survey in June 1991..
 CT0738
 CT0738.The geoid height was determined by GEOID03.
 CT0738
 CT0738.The dynamic height is computed by dividing the NAVD 88
 CT0738.geopotential number by the normal gravity value computed on the
 CT0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0738.degrees latitude (g = 980.6199 gals.).
 CT0738
 CT0738.The modeled gravity was interpolated from observed gravity values.
 CT0738
 CT0738;                    North         East    Units  Estimated Accuracy
 CT0738;SPC TXNC     - 2,131,450.      473,510.      MT  (+/- 180 meters Scaled)
 CT0738
 CT0738                          SUPERSEDED SURVEY CONTROL
 CT0738
 CT0738  NGVD 29 (??/??/92)  498.981  (m)         1637.07   (f) ADJ UNCH    2 0
 CT0738
 CT0738.Superseded values are not recommended for survey control.
 CT0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0738.See file dsdata.txt to determine how the superseded data were derived.
 CT0738
 CT0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB203343(NAD 83)
 CT0738_MARKER: DB = BENCH MARK DISK
 CT0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0738_STAMPING: K 262 1934
 CT0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0738+STABILITY: SURFACE MOTION
 CT0738
 CT0738  HISTORY     - Date     Condition        Report By
 CT0738  HISTORY     - 1934     MONUMENTED       CGS
 CT0738  HISTORY     - 1961     GOOD             NGS
 CT0738
 CT0738                          STATION DESCRIPTION
 CT0738
 CT0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0738'6.8 MI SW FROM STAMFORD.
 CT0738'6.8 MILES SOUTHWEST ALONG WICHITA VALLEY RAILWAY FROM THE RAILROAD
 CT0738'STATION AT STAMFORD, 0.3 MILE NORTHEAST OF THE PENNICK SIDING, 44 FEET
 CT0738'SOUTHEAST OF THE CENTER LINE OF THE TRACKS, 26 FEET EAST OF THE CENTER
 CT0738'LINE OF A ROAD, 6 FEET NORTHEAST OF MILE POST 120, SET IN TOP OF A
 CT0738'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0289 ***********************************************************************
 DN0289  DESIGNATION -  K 263
 DN0289  PID         -  DN0289
 DN0289  STATE/COUNTY-  TX/COLLIN
 DN0289  USGS QUAD   -  CELINA (1960)
 DN0289
 DN0289                         *CURRENT SURVEY CONTROL
 DN0289  ___________________________________________________________________
 DN0289* NAD 83(1986)-  33 19 16.     (N)    096 47 02.     (W)     SCALED    
 DN0289* NAVD 88     -       211.971  (meters)     695.44   (feet)  ADJUSTED  
 DN0289  ___________________________________________________________________
 DN0289  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DN0289  DYNAMIC HT  -         211.746 (meters)     694.70  (feet)  COMP
 DN0289  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 DN0289
 DN0289  VERT ORDER  -  SECOND    CLASS 0
 DN0289
 DN0289.The horizontal coordinates were scaled from a topographic map and have
 DN0289.an estimated accuracy of +/- 6 seconds.
 DN0289
 DN0289.The orthometric height was determined by differential leveling
 DN0289.and adjusted by the National Geodetic Survey in June 1991..
 DN0289.WARNING-Repeat measurements at this control monument indicate possible
 DN0289.vertical movement.
 DN0289
 DN0289.The geoid height was determined by GEOID03.
 DN0289
 DN0289.The dynamic height is computed by dividing the NAVD 88
 DN0289.geopotential number by the normal gravity value computed on the
 DN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0289.degrees latitude (g = 980.6199 gals.).
 DN0289
 DN0289.The modeled gravity was interpolated from observed gravity values.
 DN0289
 DN0289;                    North         East    Units  Estimated Accuracy
 DN0289;SPC TXNC     - 2,184,770.      759,770.      MT  (+/- 180 meters Scaled)
 DN0289
 DN0289                          SUPERSEDED SURVEY CONTROL
 DN0289
 DN0289  NGVD 29 (??/??/92)  211.977  (m)          695.46   (f) ADJ UNCH    2 0
 DN0289
 DN0289.Superseded values are not recommended for survey control.
 DN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0289.See file dsdata.txt to determine how the superseded data were derived.
 DN0289
 DN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB062890(NAD 83)
 DN0289_MARKER: DB = BENCH MARK DISK
 DN0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0289_SP_SET: CONCRETE FOOTING
 DN0289_STAMPING: K 263 1934
 DN0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0289+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0289
 DN0289  HISTORY     - Date     Condition        Report By
 DN0289  HISTORY     - 1934     MONUMENTED       CGS
 DN0289  HISTORY     - 1952     GOOD             NGS
 DN0289  HISTORY     - 19940707 GOOD             USPSQD
 DN0289  HISTORY     - 20051031 GOOD             BOHAN
 DN0289
 DN0289                          STATION DESCRIPTION
 DN0289
 DN0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0289'0.2 MI S FROM CELINA.
 DN0289'0.2 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0289'FROM THE STATION AT CELINA, AT THE CITY WATER TOWER, 187 FEET EAST OF
 DN0289'THE EAST RAIL OF THE MAIN TRACK, 62 FEET SOUTH OF THE CENTER LINE OF
 DN0289'WEST ELM STREET, SET IN THE TOP OF THE NORTHEAST CORNER OF THE
 DN0289'NORTHWEST CONCRETE FOOTING OF THE WATER TOWER.
 DN0289
 DN0289                          STATION RECOVERY (1994)
 DN0289
 DN0289'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0289'RECOVERED IN GOOD CONDITION.
 DN0289
 DN0289                          STATION RECOVERY (2005)
 DN0289
 DN0289'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0366 ***********************************************************************
 DN0366  DESIGNATION -  K 264
 DN0366  PID         -  DN0366
 DN0366  STATE/COUNTY-  TX/COLLIN
 DN0366  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0366
 DN0366                         *CURRENT SURVEY CONTROL
 DN0366  ___________________________________________________________________
 DN0366* NAD 83(1986)-  33 09 06.     (N)    096 43 02.     (W)     SCALED    
 DN0366* NAVD 88     -       221.212  (meters)     725.76   (feet)  ADJUSTED  
 DN0366  ___________________________________________________________________
 DN0366  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 DN0366  DYNAMIC HT  -         220.970 (meters)     724.97  (feet)  COMP
 DN0366  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 DN0366
 DN0366  VERT ORDER  -  SECOND    CLASS 0
 DN0366
 DN0366.The horizontal coordinates were scaled from a topographic map and have
 DN0366.an estimated accuracy of +/- 6 seconds.
 DN0366
 DN0366.The orthometric height was determined by differential leveling
 DN0366.and adjusted by the National Geodetic Survey in June 1991..
 DN0366.WARNING-Repeat measurements at this control monument indicate possible
 DN0366.vertical movement.
 DN0366
 DN0366.The geoid height was determined by GEOID03.
 DN0366
 DN0366.The dynamic height is computed by dividing the NAVD 88
 DN0366.geopotential number by the normal gravity value computed on the
 DN0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0366.degrees latitude (g = 980.6199 gals.).
 DN0366
 DN0366.The modeled gravity was interpolated from observed gravity values.
 DN0366
 DN0366;                    North         East    Units  Estimated Accuracy
 DN0366;SPC TXNC     - 2,166,080.      766,290.      MT  (+/- 180 meters Scaled)
 DN0366
 DN0366                          SUPERSEDED SURVEY CONTROL
 DN0366
 DN0366  NGVD 29 (??/??/92)  221.235  (m)          725.84   (f) ADJ UNCH    2 0
 DN0366
 DN0366.Superseded values are not recommended for survey control.
 DN0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0366.See file dsdata.txt to determine how the superseded data were derived.
 DN0366
 DN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB129704(NAD 83)
 DN0366_MARKER: DB = BENCH MARK DISK
 DN0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0366_STAMPING: K 264 1934
 DN0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0366+STABILITY: SURFACE MOTION
 DN0366
 DN0366  HISTORY     - Date     Condition        Report By
 DN0366  HISTORY     - 1934     MONUMENTED       CGS
 DN0366  HISTORY     - 1954     GOOD             NGS
 DN0366  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 DN0366  HISTORY     - 19910715 MARK NOT FOUND   USPSQD
 DN0366  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0366
 DN0366                          STATION DESCRIPTION
 DN0366
 DN0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0366'6.35 MI E FROM FRISCO.
 DN0366'1.5 MILES EAST ALONG STATE HIGHWAY 24 FROM THE ST. LOUIS, SAN
 DN0366'FRANCISCO AND TEXAS RAILROAD STATION AT FRISCO, THENCE 4.85 MILES EAST
 DN0366'ALONG FARM ROAD 720.  41 FEET SOUTH OF THE CENTER LINE OF THE FARM
 DN0366'ROAD, 41 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 16
 DN0366'FEET SOUTHWEST OF A WITNESS POST, 4 FEET SOUTH OF A FENCE, SET IN THE
 DN0366'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 DN0366
 DN0366                          STATION RECOVERY (1991)
 DN0366
 DN0366'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0366'MARK NOT FOUND.
 DN0366
 DN0366                          STATION RECOVERY (1991)
 DN0366
 DN0366'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0366'MARK NOT FOUND.
 DN0366
 DN0366                          STATION RECOVERY (2005)
 DN0366
 DN0366'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1197 ***********************************************************************
 CS1197  DESIGNATION -  K 265
 CS1197  PID         -  CS1197
 CS1197  STATE/COUNTY-  TX/DALLAS
 CS1197  USGS QUAD   -  OAK CLIFF (1981)
 CS1197
 CS1197                         *CURRENT SURVEY CONTROL
 CS1197  ___________________________________________________________________
 CS1197* NAD 83(1986)-  32 42 59.     (N)    096 45 41.     (W)     SCALED    
 CS1197* NAVD 88     -       135.528  (meters)     444.64   (feet)  ADJUSTED  
 CS1197  ___________________________________________________________________
 CS1197  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CS1197  DYNAMIC HT  -         135.373 (meters)     444.14  (feet)  COMP
 CS1197  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 CS1197
 CS1197  VERT ORDER  -  FIRST     CLASS II
 CS1197
 CS1197.The horizontal coordinates were scaled from a topographic map and have
 CS1197.an estimated accuracy of +/- 6 seconds.
 CS1197
 CS1197.The orthometric height was determined by differential leveling
 CS1197.and adjusted by the National Geodetic Survey in June 1991..
 CS1197
 CS1197.The geoid height was determined by GEOID03.
 CS1197
 CS1197.The dynamic height is computed by dividing the NAVD 88
 CS1197.geopotential number by the normal gravity value computed on the
 CS1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1197.degrees latitude (g = 980.6199 gals.).
 CS1197
 CS1197.The modeled gravity was interpolated from observed gravity values.
 CS1197
 CS1197;                    North         East    Units  Estimated Accuracy
 CS1197;SPC TXNC     - 2,117,750.      762,970.      MT  (+/- 180 meters Scaled)
 CS1197
 CS1197                          SUPERSEDED SURVEY CONTROL
 CS1197
 CS1197  NGVD 29 (??/??/92)  135.539  (m)          444.68   (f) ADJ UNCH    1 2
 CS1197
 CS1197.Superseded values are not recommended for survey control.
 CS1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1197.See file dsdata.txt to determine how the superseded data were derived.
 CS1197
 CS1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB098220(NAD 83)
 CS1197_MARKER: DB = BENCH MARK DISK
 CS1197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1197_SP_SET: WATER TANK PIER
 CS1197_STAMPING: K 265 1934
 CS1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1197
 CS1197  HISTORY     - Date     Condition        Report By
 CS1197  HISTORY     - 1934     MONUMENTED       CGS
 CS1197  HISTORY     - 1958     GOOD             NGS
 CS1197  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1197
 CS1197                          STATION DESCRIPTION
 CS1197
 CS1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1197'5.4 MI SE FROM DALLAS.
 CS1197'IT IS NEAR THE CROSSING OF JAFFE STREET AND THE M.K.T.R.R. IN THE
 CS1197'SOUTHWEST PIER OF A BLACK WATER TANK WHICH IS IN AN ABANDONED COTTON
 CS1197'COMPRESS YARD AND IS SURROUNDED BY JUNK IRON AND SALVAGE.  IT IS ABOUT
 CS1197'0.4 MILE WEST OF U.S. HIGHWAY NO. 75.
 CS1197
 CS1197                          STATION RECOVERY (2000)
 CS1197
 CS1197'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0729 ***********************************************************************
 CS0729  DESIGNATION -  K 266
 CS0729  PID         -  CS0729
 CS0729  STATE/COUNTY-  TX/HILL
 CS0729  USGS QUAD   -  MERTENS (1965)
 CS0729
 CS0729                         *CURRENT SURVEY CONTROL
 CS0729  ___________________________________________________________________
 CS0729* NAD 83(1986)-  32 02 31.     (N)    096 53 02.     (W)     SCALED    
 CS0729* NAVD 88     -       155.386  (meters)     509.80   (feet)  ADJUSTED  
 CS0729  ___________________________________________________________________
 CS0729  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CS0729  DYNAMIC HT  -         155.199 (meters)     509.18  (feet)  COMP
 CS0729  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 CS0729
 CS0729  VERT ORDER  -  SECOND    CLASS 0
 CS0729
 CS0729.The horizontal coordinates were scaled from a topographic map and have
 CS0729.an estimated accuracy of +/- 6 seconds.
 CS0729
 CS0729.The orthometric height was determined by differential leveling
 CS0729.and adjusted by the National Geodetic Survey in June 1991..
 CS0729.WARNING-Repeat measurements at this control monument indicate possible
 CS0729.vertical movement.
 CS0729
 CS0729.The geoid height was determined by GEOID03.
 CS0729
 CS0729.The dynamic height is computed by dividing the NAVD 88
 CS0729.geopotential number by the normal gravity value computed on the
 CS0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0729.degrees latitude (g = 980.6199 gals.).
 CS0729
 CS0729.The modeled gravity was interpolated from observed gravity values.
 CS0729
 CS0729;                    North         East    Units  Estimated Accuracy
 CS0729;SPC TXNC     - 2,042,790.      752,640.      MT  (+/- 180 meters Scaled)
 CS0729
 CS0729                          SUPERSEDED SURVEY CONTROL
 CS0729
 CS0729  NGVD 29 (??/??/92)  155.354  (m)          509.69   (f) ADJ UNCH    2 0
 CS0729
 CS0729.Superseded values are not recommended for survey control.
 CS0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0729.See file dsdata.txt to determine how the superseded data were derived.
 CS0729
 CS0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA998470(NAD 83)
 CS0729_MARKER: DB = BENCH MARK DISK
 CS0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0729_STAMPING: K 266 1934
 CS0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0729+STABILITY: SURFACE MOTION
 CS0729
 CS0729  HISTORY     - Date     Condition        Report By
 CS0729  HISTORY     - 1934     MONUMENTED       CGS
 CS0729  HISTORY     - 1946     GOOD             USGS
 CS0729  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 CS0729
 CS0729                          STATION DESCRIPTION
 CS0729
 CS0729'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CS0729'1.1 MI S FROM MERTENS.
 CS0729'1.1 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 CS0729'THE STATION AT MERTENS, HILL COUNTY, 0.3 MILE SOUTH OF BRIDGE 212.2,
 CS0729'200 YARDS SOUTH OF MILEPOST 212, 70 FEET WEST OF THE TRACK, 21 FEET
 CS0729'SOUTH OF THE CENTERLINE OF A ROAD, 12 FEET EAST OF A FENCE, AND 1 FOOT
 CS0729'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 266
 CS0729'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 CS0729'GROUND.
 CS0729
 CS0729                          STATION RECOVERY (1999)
 CS0729
 CS0729'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0553 ***********************************************************************
 CR0553  DESIGNATION -  K 267
 CR0553  PID         -  CR0553
 CR0553  STATE/COUNTY-  TX/HENDERSON
 CR0553  USGS QUAD   -  STOCKARD (1984)
 CR0553
 CR0553                         *CURRENT SURVEY CONTROL
 CR0553  ___________________________________________________________________
 CR0553* NAD 83(1986)-  32 16 18.     (N)    095 57 28.     (W)     SCALED    
 CR0553* NAVD 88     -       127.594  (meters)     418.61   (feet)  ADJUSTED  
 CR0553  ___________________________________________________________________
 CR0553  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CR0553  DYNAMIC HT  -         127.446 (meters)     418.13  (feet)  COMP
 CR0553  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 CR0553
 CR0553  VERT ORDER  -  SECOND    CLASS 0
 CR0553
 CR0553.The horizontal coordinates were scaled from a topographic map and have
 CR0553.an estimated accuracy of +/- 6 seconds.
 CR0553
 CR0553.The orthometric height was determined by differential leveling
 CR0553.and adjusted by the National Geodetic Survey in June 1991..
 CR0553
 CR0553.The geoid height was determined by GEOID03.
 CR0553
 CR0553.The dynamic height is computed by dividing the NAVD 88
 CR0553.geopotential number by the normal gravity value computed on the
 CR0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0553.degrees latitude (g = 980.6199 gals.).
 CR0553
 CR0553.The modeled gravity was interpolated from observed gravity values.
 CR0553
 CR0553;                    North         East    Units  Estimated Accuracy
 CR0553;SPC TXNC     - 2,069,990.      839,480.      MT  (+/- 180 meters Scaled)
 CR0553
 CR0553                          SUPERSEDED SURVEY CONTROL
 CR0553
 CR0553  NGVD 29 (??/??/92)  127.603  (m)          418.64   (f) ADJ UNCH    2 0
 CR0553
 CR0553.Superseded values are not recommended for survey control.
 CR0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0553.See file dsdata.txt to determine how the superseded data were derived.
 CR0553
 CR0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR213743(NAD 83)
 CR0553_MARKER: DB = BENCH MARK DISK
 CR0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0553_STAMPING: K 267 1934
 CR0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0553+STABILITY: SURFACE MOTION
 CR0553
 CR0553  HISTORY     - Date     Condition        Report By
 CR0553  HISTORY     - 1934     MONUMENTED       CGS
 CR0553  HISTORY     - 1948     GOOD             NGS
 CR0553
 CR0553                          STATION DESCRIPTION
 CR0553
 CR0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0553'8.1 MI NW FROM ATHENS.
 CR0553'8.1 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILWAY FROM THE
 CR0553'STATION AT ATHENS, 41 YARDS (PACED) NORTHEAST OF THE EAST END OF THE
 CR0553'STOCKARD SIDING, 333.0 FEET EAST OF THE CENTER OF A ROAD CROSSING,
 CR0553'202.0 FEET NORTHWEST OF AND ACROSS THE TRACK FROM MILEPOST 251, 172.4
 CR0553'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE GUARD, 54.0 FEET
 CR0553'NORTH OF THE NORTH RAIL OF THE TRACK, 5.4 FEET NORTH OF A FENCE CORNER
 CR0553'WHICH IS AT THE SOUTHEAST CORNER OF A SMALL ORCHARD, 2.5 FEET EAST OF
 CR0553'A FENCE, 1.4 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 CR0553'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0785 ***********************************************************************
 CR0785  DESIGNATION -  K 268
 CR0785  PID         -  CR0785
 CR0785  STATE/COUNTY-  TX/HENDERSON
 CR0785  USGS QUAD   -  BROWNSBORO (1984)
 CR0785
 CR0785                         *CURRENT SURVEY CONTROL
 CR0785  ___________________________________________________________________
 CR0785* NAD 83(1986)-  32 18 12.     (N)    095 36 45.     (W)     SCALED    
 CR0785* NAVD 88     -       115.136  (meters)     377.74   (feet)  ADJUSTED  
 CR0785  ___________________________________________________________________
 CR0785  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CR0785  DYNAMIC HT  -         115.002 (meters)     377.30  (feet)  COMP
 CR0785  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 CR0785
 CR0785  VERT ORDER  -  SECOND    CLASS 0
 CR0785
 CR0785.The horizontal coordinates were scaled from a topographic map and have
 CR0785.an estimated accuracy of +/- 6 seconds.
 CR0785
 CR0785.The orthometric height was determined by differential leveling
 CR0785.and adjusted by the National Geodetic Survey in June 1991..
 CR0785
 CR0785.The geoid height was determined by GEOID03.
 CR0785
 CR0785.The dynamic height is computed by dividing the NAVD 88
 CR0785.geopotential number by the normal gravity value computed on the
 CR0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0785.degrees latitude (g = 980.6199 gals.).
 CR0785
 CR0785.The modeled gravity was interpolated from observed gravity values.
 CR0785
 CR0785;                    North         East    Units  Estimated Accuracy
 CR0785;SPC TXNC     - 2,074,340.      871,900.      MT  (+/- 180 meters Scaled)
 CR0785
 CR0785                          SUPERSEDED SURVEY CONTROL
 CR0785
 CR0785  NGVD 29 (??/??/92)  115.161  (m)          377.82   (f) ADJ UNCH    2 0
 CR0785
 CR0785.Superseded values are not recommended for survey control.
 CR0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0785.See file dsdata.txt to determine how the superseded data were derived.
 CR0785
 CR0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR540770(NAD 83)
 CR0785_MARKER: DB = BENCH MARK DISK
 CR0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0785_STAMPING: K 268 1934
 CR0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0785+STABILITY: SURFACE MOTION
 CR0785
 CR0785  HISTORY     - Date     Condition        Report By
 CR0785  HISTORY     - 1934     MONUMENTED       CGS
 CR0785  HISTORY     - 1942     GOOD             NGS
 CR0785  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0785  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0785
 CR0785                          STATION DESCRIPTION
 CR0785
 CR0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0785'IN BROWNSBORO.
 CR0785'IN BROWNSBORO AND ALONG THE ST. L AND SW RR. 31 FEET N OF TRACK. 178
 CR0785'YARDS E OF BROWNSBORO STATION.  8 FEET E OF POLE MILEAGE 566.25. 80
 CR0785'FEET S OF HOUSE.
 CR0785
 CR0785                          STATION RECOVERY (1942)
 CR0785
 CR0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CR0785'RECOVERED IN GOOD CONDITION.
 CR0785
 CR0785                          STATION RECOVERY (1977)
 CR0785
 CR0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0785'MARK NOT FOUND.
 CR0785
 CR0785                          STATION RECOVERY (2004)
 CR0785
 CR0785'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0785'MARK NOT FOUND. RAILROAD STATION NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0991 ***********************************************************************
 CS0991  DESIGNATION -  K 269
 CS0991  PID         -  CS0991
 CS0991  STATE/COUNTY-  TX/DALLAS
 CS0991  USGS QUAD   -  IRVING (1981)
 CS0991
 CS0991                         *CURRENT SURVEY CONTROL
 CS0991  ___________________________________________________________________
 CS0991* NAD 83(1986)-  32 45 18.     (N)    096 56 05.     (W)     SCALED    
 CS0991* NAVD 88     -       129.997  (meters)     426.50   (feet)  ADJUSTED  
 CS0991  ___________________________________________________________________
 CS0991  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 CS0991  DYNAMIC HT  -         129.848 (meters)     426.01  (feet)  COMP
 CS0991  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CS0991
 CS0991  VERT ORDER  -  FIRST     CLASS II
 CS0991
 CS0991.The horizontal coordinates were scaled from a topographic map and have
 CS0991.an estimated accuracy of +/- 6 seconds.
 CS0991
 CS0991.The orthometric height was determined by differential leveling
 CS0991.and adjusted by the National Geodetic Survey in June 1991..
 CS0991
 CS0991.The geoid height was determined by GEOID03.
 CS0991
 CS0991.The dynamic height is computed by dividing the NAVD 88
 CS0991.geopotential number by the normal gravity value computed on the
 CS0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0991.degrees latitude (g = 980.6199 gals.).
 CS0991
 CS0991.The modeled gravity was interpolated from observed gravity values.
 CS0991
 CS0991;                    North         East    Units  Estimated Accuracy
 CS0991;SPC TXNC     - 2,121,780.      746,660.      MT  (+/- 180 meters Scaled)
 CS0991
 CS0991                          SUPERSEDED SURVEY CONTROL
 CS0991
 CS0991  NGVD 29 (??/??/92)  130.016  (m)          426.56   (f) ADJ UNCH    1 2
 CS0991
 CS0991.Superseded values are not recommended for survey control.
 CS0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0991.See file dsdata.txt to determine how the superseded data were derived.
 CS0991
 CS0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB934260(NAD 83)
 CS0991_MARKER: DB = BENCH MARK DISK
 CS0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0991_STAMPING: K 269 1934
 CS0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0991+STABILITY: SURFACE MOTION
 CS0991
 CS0991  HISTORY     - Date     Condition        Report By
 CS0991  HISTORY     - 1934     MONUMENTED       CGS
 CS0991  HISTORY     - 1958     GOOD             NGS
 CS0991  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS0991  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0991
 CS0991                          STATION DESCRIPTION
 CS0991
 CS0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS0991'2.15 MI W FROM EAGLE FORD.
 CS0991'ABOUT 2.15 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS0991'STATION AT EAGLE FORD, 18 1/2 POLES WEST OF MILEPOST 222, ABOUT 0.2
 CS0991'MILE WEST OF THE NORTH END OF A RACE TRACK, 346 FEET SOUTH OF THE
 CS0991'SOUTH RAIL, 2 1/2 FEET NORTH OF A FENCE, 2 FEET EAST OF A CONCRETE
 CS0991'WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE
 CS0991'TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CS0991
 CS0991                          STATION RECOVERY (1966)
 CS0991
 CS0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS0991'MARK NOT FOUND.
 CS0991
 CS0991                          STATION RECOVERY (1986)
 CS0991
 CS0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0277 ***********************************************************************
 AB0277  DESIGNATION -  K 27
 AB0277  PID         -  AB0277
 AB0277  STATE/COUNTY-  TX/CAMERON
 AB0277  USGS QUAD   -  LOS FRESNOS (1983)
 AB0277
 AB0277                         *CURRENT SURVEY CONTROL
 AB0277  ___________________________________________________________________
 AB0277* NAD 83(1986)-  26 05 09.     (N)    097 28 30.     (W)     SCALED    
 AB0277* NAVD 88     -        10.830  (meters)      35.53   (feet)  POSTED    
 AB0277  ___________________________________________________________________
 AB0277  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 AB0277  DYNAMIC HT  -          10.810 (meters)      35.47  (feet)  COMP
 AB0277  MODELED GRAV-     979,044.4   (mgal)                       NAVD 88
 AB0277
 AB0277  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0277
 AB0277.The horizontal coordinates were scaled from a topographic map and have
 AB0277.an estimated accuracy of +/- 6 seconds.
 AB0277
 AB0277.The orthometric height was determined by differential leveling
 AB0277.and adjusted by the National Geodetic Survey in 1992..
 AB0277.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0277.rate of 3.1 thru 4.0 mm/km.
 AB0277
 AB0277.The geoid height was determined by GEOID03.
 AB0277
 AB0277.The dynamic height is computed by dividing the NAVD 88
 AB0277.geopotential number by the normal gravity value computed on the
 AB0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0277.degrees latitude (g = 980.6199 gals.).
 AB0277
 AB0277.The modeled gravity was interpolated from observed gravity values.
 AB0277
 AB0277;                    North         East    Units  Estimated Accuracy
 AB0277;SPC TX S     - 5,046,860.      402,550.      MT  (+/- 180 meters Scaled)
 AB0277
 AB0277                          SUPERSEDED SURVEY CONTROL
 AB0277
 AB0277  NGVD 29 (??/??/92)   10.932  (m)           35.87   (f) ADJ UNCH    2 0
 AB0277
 AB0277.Superseded values are not recommended for survey control.
 AB0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0277.See file dsdata.txt to determine how the superseded data were derived.
 AB0277
 AB0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP525860(NAD 83)
 AB0277_MARKER: DD = SURVEY DISK
 AB0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0277_SP_SET: SYPHON
 AB0277_STAMPING: K 27 35.64
 AB0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0277
 AB0277  HISTORY     - Date     Condition        Report By
 AB0277  HISTORY     - UNK      MONUMENTED
 AB0277  HISTORY     - 1942     GOOD             NGS
 AB0277  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0277
 AB0277                          STATION DESCRIPTION
 AB0277
 AB0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0277'0.9 MI N FROM LOS FRESNOS.
 AB0277'0.9 MILE NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0277'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, AT A T-ROAD JUNCTION, 50
 AB0277'FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 15 FEET WEST OF
 AB0277'AND 3.5 FEET HIGHER THAN THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 AB0277'AT A CONCRETE SYPHON, AND IN THE CENTER OF THE TOP OF THE WEST
 AB0277'HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED K 27 35.64.
 AB0277
 AB0277                          STATION RECOVERY (1987)
 AB0277
 AB0277'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0062 ***********************************************************************
 BP0062  DESIGNATION -  K 27
 BP0062  PID         -  BP0062
 BP0062  STATE/COUNTY-  TX/TERRELL
 BP0062  USGS QUAD   -  SANDERSON SE (1969)
 BP0062
 BP0062                         *CURRENT SURVEY CONTROL
 BP0062  ___________________________________________________________________
 BP0062* NAD 83(1986)-  30 04 36.     (N)    102 15 20.     (W)     SCALED    
 BP0062* NAVD 88     -       718.593  (meters)    2357.58   (feet)  POSTED    
 BP0062  ___________________________________________________________________
 BP0062  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 BP0062  DYNAMIC HT  -         717.500 (meters)    2354.00  (feet)  COMP
 BP0062  MODELED GRAV-     979,100.3   (mgal)                       NAVD 88
 BP0062
 BP0062  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0062
 BP0062.The horizontal coordinates were scaled from a topographic map and have
 BP0062.an estimated accuracy of +/- 6 seconds.
 BP0062
 BP0062.The orthometric height was determined by differential leveling
 BP0062.and adjusted by the National Geodetic Survey in 1992..
 BP0062.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0062.rate of 0.0 thru 1.0 mm/km.
 BP0062
 BP0062.The geoid height was determined by GEOID03.
 BP0062
 BP0062.The dynamic height is computed by dividing the NAVD 88
 BP0062.geopotential number by the normal gravity value computed on the
 BP0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0062.degrees latitude (g = 980.6199 gals.).
 BP0062
 BP0062.The modeled gravity was interpolated from observed gravity values.
 BP0062
 BP0062;                    North         East    Units  Estimated Accuracy
 BP0062;SPC TXSC     - 4,253,000.      286,180.      MT  (+/- 180 meters Scaled)
 BP0062
 BP0062                          SUPERSEDED SURVEY CONTROL
 BP0062
 BP0062.No superseded survey control is available for this station.
 BP0062
 BP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP645304(NAD 83)
 BP0062_MARKER: DB = BENCH MARK DISK
 BP0062_SETTING: 66 = SET IN ROCK OUTCROP
 BP0062_SP_SET: LIMESTONE ROCK
 BP0062_STAMPING: ELEV. 2357.062 FT K 27 1917
 BP0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0062+STABILITY: POSITION/ELEVATION WELL
 BP0062
 BP0062  HISTORY     - Date     Condition        Report By
 BP0062  HISTORY     - 1917     MONUMENTED       CGS
 BP0062  HISTORY     - 1958     MARK NOT FOUND   NGS
 BP0062
 BP0062                          STATION DESCRIPTION
 BP0062
 BP0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0062'4.6 MI E FROM FEODORA.
 BP0062'ABOUT 4.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0062'FEODORA, TERRELL COUNTY, 33 FEET EAST OF MILEPOST 504, 35 FEET NORTH
 BP0062'OF THE TRACK, AND IN A FLAT LIMESTONE ROCK.  A STANDARD DISK, STAMPED
 BP0062'ELEV. 2357.062 FT K 27 1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0348 ***********************************************************************
 DO0348  DESIGNATION -  K 270
 DO0348  PID         -  DO0348
 DO0348  STATE/COUNTY-  TX/ARCHER
 DO0348  USGS QUAD   -  DUNDEE (1963)
 DO0348
 DO0348                         *CURRENT SURVEY CONTROL
 DO0348  ___________________________________________________________________
 DO0348* NAD 83(1986)-  33 44 50.     (N)    098 52 48.     (W)     SCALED    
 DO0348* NAVD 88     -       343.621  (meters)    1127.36   (feet)  ADJUSTED  
 DO0348  ___________________________________________________________________
 DO0348  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DO0348  DYNAMIC HT  -         343.235 (meters)    1126.10  (feet)  COMP
 DO0348  MODELED GRAV-     979,504.0   (mgal)                       NAVD 88
 DO0348
 DO0348  VERT ORDER  -  SECOND    CLASS 0
 DO0348
 DO0348.The horizontal coordinates were scaled from a topographic map and have
 DO0348.an estimated accuracy of +/- 6 seconds.
 DO0348
 DO0348.The orthometric height was determined by differential leveling
 DO0348.and adjusted by the National Geodetic Survey in June 1991..
 DO0348
 DO0348.The geoid height was determined by GEOID03.
 DO0348
 DO0348.The dynamic height is computed by dividing the NAVD 88
 DO0348.geopotential number by the normal gravity value computed on the
 DO0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0348.degrees latitude (g = 980.6199 gals.).
 DO0348
 DO0348.The modeled gravity was interpolated from observed gravity values.
 DO0348
 DO0348;                    North         East    Units  Estimated Accuracy
 DO0348;SPC TXNC     - 2,230,780.      564,790.      MT  (+/- 180 meters Scaled)
 DO0348
 DO0348                          SUPERSEDED SURVEY CONTROL
 DO0348
 DO0348  NGVD 29 (??/??/92)  343.517  (m)         1127.02   (f) ADJ UNCH    2 0
 DO0348
 DO0348.Superseded values are not recommended for survey control.
 DO0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0348.See file dsdata.txt to determine how the superseded data were derived.
 DO0348
 DO0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC111341(NAD 83)
 DO0348_MARKER: DB = BENCH MARK DISK
 DO0348_SETTING: 66 = SET IN ROCK OUTCROP
 DO0348_SP_SET: OUTCROP
 DO0348_STAMPING: K 270 1934
 DO0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0348+STABILITY: POSITION/ELEVATION WELL
 DO0348
 DO0348  HISTORY     - Date     Condition        Report By
 DO0348  HISTORY     - 1934     MONUMENTED       CGS
 DO0348  HISTORY     - 1957     GOOD             NGS
 DO0348
 DO0348                          STATION DESCRIPTION
 DO0348
 DO0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0348'1.6 MI N FROM DUNDEE.
 DO0348'1.6 MILES NORTH ALONG THE WICHITA VALLEY RAILWAY FROM DUNDEE, ARCHER
 DO0348'COUNTY, 80 YARDS NORTH OF MILEPOST 26, 55 FEET EAST OF THE CENTERLINE
 DO0348'OF THE TRACK, 24 FEET WEST OF A COUNTY ROAD, AT A ROCK CIRCLE, AND IN
 DO0348'THE TOP OF A ROCK OUTCROP.  NOTE-- THE COUNTY ROAD PAST THIS MARK HAS
 DO0348'BEEN ABANDONED.  THE MARK IS ABOUT 400 FEET SOUTHEAST OF U.S. HIGHWAY
 DO0348'82 AND 277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0433 ***********************************************************************
 DO0433  DESIGNATION -  K 271
 DO0433  PID         -  DO0433
 DO0433  STATE/COUNTY-  TX/THROCKMORTON
 DO0433  USGS QUAD   -  THROCKMORTON (1981)
 DO0433
 DO0433                         *CURRENT SURVEY CONTROL
 DO0433  ___________________________________________________________________
 DO0433* NAD 83(1986)-  33 13 35.     (N)    099 11 53.     (W)     SCALED    
 DO0433* NAVD 88     -       396.811  (meters)    1301.87   (feet)  ADJUSTED  
 DO0433  ___________________________________________________________________
 DO0433  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DO0433  DYNAMIC HT  -         396.336 (meters)    1300.31  (feet)  COMP
 DO0433  MODELED GRAV-     979,428.4   (mgal)                       NAVD 88
 DO0433
 DO0433  VERT ORDER  -  SECOND    CLASS 0
 DO0433
 DO0433.The horizontal coordinates were scaled from a topographic map and have
 DO0433.an estimated accuracy of +/- 6 seconds.
 DO0433
 DO0433.The orthometric height was determined by differential leveling
 DO0433.and adjusted by the National Geodetic Survey in June 1991..
 DO0433
 DO0433.The geoid height was determined by GEOID03.
 DO0433
 DO0433.The dynamic height is computed by dividing the NAVD 88
 DO0433.geopotential number by the normal gravity value computed on the
 DO0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0433.degrees latitude (g = 980.6199 gals.).
 DO0433
 DO0433.The modeled gravity was interpolated from observed gravity values.
 DO0433
 DO0433;                    North         East    Units  Estimated Accuracy
 DO0433;SPC TXNC     - 2,173,170.      534,940.      MT  (+/- 180 meters Scaled)
 DO0433
 DO0433                          SUPERSEDED SURVEY CONTROL
 DO0433
 DO0433  NGVD 29 (??/??/92)  396.692  (m)         1301.48   (f) ADJ UNCH    2 0
 DO0433
 DO0433.Superseded values are not recommended for survey control.
 DO0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0433.See file dsdata.txt to determine how the superseded data were derived.
 DO0433
 DO0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB815764(NAD 83)
 DO0433_MARKER: DB = BENCH MARK DISK
 DO0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0433_SP_SET: ABUTMENT
 DO0433_STAMPING: K-271 1934
 DO0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0433
 DO0433  HISTORY     - Date     Condition        Report By
 DO0433  HISTORY     - 1934     MONUMENTED       CGS
 DO0433  HISTORY     - 1965     GOOD             USGS
 DO0433
 DO0433                          STATION DESCRIPTION
 DO0433
 DO0433'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DO0433'3.90 MI NE FROM THROCKMORTON.
 DO0433'27.05 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 283 FROM THE COURT HOUSE
 DO0433'AT SEYMOUR, TEXAS.  3.90 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 283
 DO0433'FROM THE JUNCTION OF U.S. 283 AND STATE 24 IN THROCKMORTON, TEXAS. AT
 DO0433'THE BRIDGE OVER NORTH ELM CREEK.  IN THE TOP OF NORTH CONCRETE
 DO0433'ABUTMENT, 16 FEET EAST OF CENTER LINE OF HIGHWAY, A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0059 ***********************************************************************
 CT0059  DESIGNATION -  K 272
 CT0059  PID         -  CT0059
 CT0059  STATE/COUNTY-  TX/PARKER
 CT0059  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0059
 CT0059                         *CURRENT SURVEY CONTROL
 CT0059  ___________________________________________________________________
 CT0059* NAD 83(1986)-  32 48 05.     (N)    098 02 09.     (W)     SCALED    
 CT0059* NAVD 88     -       278.141  (meters)     912.53   (feet)  ADJUSTED  
 CT0059  ___________________________________________________________________
 CT0059  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CT0059  DYNAMIC HT  -         277.802 (meters)     911.42  (feet)  COMP
 CT0059  MODELED GRAV-     979,410.9   (mgal)                       NAVD 88
 CT0059
 CT0059  VERT ORDER  -  SECOND    CLASS 0
 CT0059
 CT0059.The horizontal coordinates were scaled from a topographic map and have
 CT0059.an estimated accuracy of +/- 6 seconds.
 CT0059
 CT0059.The orthometric height was determined by differential leveling
 CT0059.and adjusted by the National Geodetic Survey in June 1991..
 CT0059
 CT0059.The geoid height was determined by GEOID03.
 CT0059
 CT0059.The dynamic height is computed by dividing the NAVD 88
 CT0059.geopotential number by the normal gravity value computed on the
 CT0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0059.degrees latitude (g = 980.6199 gals.).
 CT0059
 CT0059.The modeled gravity was interpolated from observed gravity values.
 CT0059
 CT0059;                    North         East    Units  Estimated Accuracy
 CT0059;SPC TXNC     - 2,125,930.      643,470.      MT  (+/- 180 meters Scaled)
 CT0059
 CT0059                          SUPERSEDED SURVEY CONTROL
 CT0059
 CT0059  NGVD 29 (??/??/92)  278.040  (m)          912.20   (f) ADJ UNCH    2 0
 CT0059
 CT0059.Superseded values are not recommended for survey control.
 CT0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0059.See file dsdata.txt to determine how the superseded data were derived.
 CT0059
 CT0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB902296(NAD 83)
 CT0059_MARKER: DB = BENCH MARK DISK
 CT0059_SETTING: 66 = SET IN ROCK OUTCROP
 CT0059_SP_SET: ROCK OUTCROP
 CT0059_STAMPING: K 272 1934 912.226
 CT0059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0059+STABILITY: POSITION/ELEVATION WELL
 CT0059
 CT0059  HISTORY     - Date     Condition        Report By
 CT0059  HISTORY     - 1934     MONUMENTED       CGS
 CT0059  HISTORY     - 1956     GOOD             NGS
 CT0059  HISTORY     - 19971128 MARK NOT FOUND   USPSQD
 CT0059  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0059
 CT0059                          STATION DESCRIPTION
 CT0059
 CT0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0059'4.85 MI E FROM MINERAL WELLS.
 CT0059'4.85 MILES EAST ALONG THE WEATHERFORD, MINERAL WELLS AND NORTHWESTERN
 CT0059'RAILROAD FROM THE STATION AT MINERAL WELLS, 3 POLES NORTH OF THE
 CT0059'CROSSING OF U.S. HIGHWAY 180, 150 YARDS NORTHEAST OF A STONE HOUSE,
 CT0059'144.6 FEET SOUTHWEST OF MILEPOST 17, 98.6 FEET NORTH OF A SMALL BRICK
 CT0059'WATER TROUGH, 111 FEET WEST OF THE WEST RAIL, 63.2 FEET WEST OF A
 CT0059'FENCE, 0.3 FOOT ABOVE THE GROUND, SET IN THE TOP OF A SANDSTONE ROCK.
 CT0059
 CT0059                          STATION RECOVERY (1997)
 CT0059
 CT0059'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0059'MARK NOT FOUND.
 CT0059
 CT0059                          STATION RECOVERY (2004)
 CT0059
 CT0059'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0266 ***********************************************************************
 CT0266  DESIGNATION -  K 273
 CT0266  PID         -  CT0266
 CT0266  STATE/COUNTY-  TX/STEPHENS
 CT0266  USGS QUAD   -  NECESSITY (1967)
 CT0266
 CT0266                         *CURRENT SURVEY CONTROL
 CT0266  ___________________________________________________________________
 CT0266* NAD 83(1986)-  32 42 07.     (N)    098 52 19.     (W)     SCALED    
 CT0266* NAVD 88     -       372.857  (meters)    1223.28   (feet)  ADJUSTED  
 CT0266  ___________________________________________________________________
 CT0266  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 CT0266  DYNAMIC HT  -         372.386 (meters)    1221.74  (feet)  COMP
 CT0266  MODELED GRAV-     979,365.5   (mgal)                       NAVD 88
 CT0266
 CT0266  VERT ORDER  -  SECOND    CLASS 0
 CT0266
 CT0266.The horizontal coordinates were scaled from a topographic map and have
 CT0266.an estimated accuracy of +/- 6 seconds.
 CT0266
 CT0266.The orthometric height was determined by differential leveling
 CT0266.and adjusted by the National Geodetic Survey in June 1991..
 CT0266
 CT0266.The geoid height was determined by GEOID03.
 CT0266
 CT0266.The dynamic height is computed by dividing the NAVD 88
 CT0266.geopotential number by the normal gravity value computed on the
 CT0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0266.degrees latitude (g = 980.6199 gals.).
 CT0266
 CT0266.The modeled gravity was interpolated from observed gravity values.
 CT0266
 CT0266;                    North         East    Units  Estimated Accuracy
 CT0266;SPC TXNC     - 2,114,860.      565,130.      MT  (+/- 180 meters Scaled)
 CT0266
 CT0266                          SUPERSEDED SURVEY CONTROL
 CT0266
 CT0266  NGVD 29 (??/??/92)  372.749  (m)         1222.93   (f) ADJ UNCH    2 0
 CT0266
 CT0266.Superseded values are not recommended for survey control.
 CT0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0266.See file dsdata.txt to determine how the superseded data were derived.
 CT0266
 CT0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB120182(NAD 83)
 CT0266_MARKER: DB = BENCH MARK DISK
 CT0266_SETTING: 66 = SET IN ROCK OUTCROP
 CT0266_SP_SET: ROCK OUTCROP
 CT0266_STAMPING: K 273 1934
 CT0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0266+STABILITY: POSITION/ELEVATION WELL
 CT0266
 CT0266  HISTORY     - Date     Condition        Report By
 CT0266  HISTORY     - 1934     MONUMENTED       CGS
 CT0266  HISTORY     - 1957     GOOD             NGS
 CT0266
 CT0266                          STATION DESCRIPTION
 CT0266
 CT0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0266'4.3 MI S FROM BRECKENRIDGE.
 CT0266'4.3 MILES SOUTH 0.4 MILES NW OF MILE POST 108.  129 YARDS NW OF A
 CT0266'LARGE OIL WELL.  40 FEET NE OF THE CENTER OF THE TRACK.  DISK SET
 CT0266'HORIZONTALLY IN A LARGE LEDGE OF OUTCROP OF ROCK AND MARKED WITH A
 CT0266'PYRAMID OF ROCKS.  NOTE-- THE RAILROAD IS GONE BUT THE OLD GRADE IS
 CT0266'STILL VISABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0247 ***********************************************************************
 CT0247  DESIGNATION -  K 274
 CT0247  PID         -  CT0247
 CT0247  STATE/COUNTY-  TX/EASTLAND
 CT0247  USGS QUAD   -  RISING STAR (1966)
 CT0247
 CT0247                         *CURRENT SURVEY CONTROL
 CT0247  ___________________________________________________________________
 CT0247* NAD 83(1986)-  32 06 03.     (N)    098 55 58.     (W)     SCALED    
 CT0247* NAVD 88     -       484.661  (meters)    1590.09   (feet)  ADJUSTED  
 CT0247  ___________________________________________________________________
 CT0247  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CT0247  DYNAMIC HT  -         484.032 (meters)    1588.03  (feet)  COMP
 CT0247  MODELED GRAV-     979,326.2   (mgal)                       NAVD 88
 CT0247
 CT0247  VERT ORDER  -  SECOND    CLASS 0
 CT0247
 CT0247.The horizontal coordinates were scaled from a topographic map and have
 CT0247.an estimated accuracy of +/- 6 seconds.
 CT0247
 CT0247.The orthometric height was determined by differential leveling
 CT0247.and adjusted by the National Geodetic Survey in June 1991..
 CT0247
 CT0247.The geoid height was determined by GEOID03.
 CT0247
 CT0247.The dynamic height is computed by dividing the NAVD 88
 CT0247.geopotential number by the normal gravity value computed on the
 CT0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0247.degrees latitude (g = 980.6199 gals.).
 CT0247
 CT0247.The modeled gravity was interpolated from observed gravity values.
 CT0247
 CT0247;                    North         East    Units  Estimated Accuracy
 CT0247;SPC TXNC     - 2,048,230.      559,150.      MT  (+/- 180 meters Scaled)
 CT0247
 CT0247                          SUPERSEDED SURVEY CONTROL
 CT0247
 CT0247  NGVD 29 (??/??/92)  484.542  (m)         1589.70   (f) ADJ UNCH    2 0
 CT0247
 CT0247.Superseded values are not recommended for survey control.
 CT0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0247.See file dsdata.txt to determine how the superseded data were derived.
 CT0247
 CT0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA063516(NAD 83)
 CT0247_MARKER: DB = BENCH MARK DISK
 CT0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0247_SP_SET: CULVERT
 CT0247_STAMPING: K 274 1934
 CT0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0247
 CT0247  HISTORY     - Date     Condition        Report By
 CT0247  HISTORY     - 1934     MONUMENTED       CGS
 CT0247  HISTORY     - 1957     GOOD             NGS
 CT0247
 CT0247                          STATION DESCRIPTION
 CT0247
 CT0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0247'1.8 MI E FROM RISING STAR.
 CT0247'1.8 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 CT0247'FROM THE STATION AT RISING STAR, EASTLAND COUNTY, 0.2 MILE NORTHEAST
 CT0247'OF MILEPOST 26, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST END
 CT0247'OF THE HEADWALL, AND 21 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK.
 CT0247'A STANDARD DISK, STAMPED K 274 1934.  NOTE-- 1.8 MILES EAST OF RISING
 CT0247'STAR AND ABOUT 0.15 MILE EAST AND 400 FEET NORTH OF MR. W.P. ROACHS
 CT0247'FARMHOUSE.  THE RAILROAD IS GONE BUT THE CONCRETE HEADWALL FOR CULVERT
 CT0247'REMAINS.  THE MARK IS IN THE NORTHWEST OF THE CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0580 ***********************************************************************
 CT0580  DESIGNATION -  K 275
 CT0580  PID         -  CT0580
 CT0580  STATE/COUNTY-  TX/TAYLOR
 CT0580  USGS QUAD   -  ABILENE WEST (1987)
 CT0580
 CT0580                         *CURRENT SURVEY CONTROL
 CT0580  ___________________________________________________________________
 CT0580* NAD 83(1986)-  32 27 17.     (N)    099 49 03.     (W)     SCALED    
 CT0580* NAVD 88     -       525.542  (meters)    1724.22   (feet)  ADJUSTED  
 CT0580  ___________________________________________________________________
 CT0580  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CT0580  DYNAMIC HT  -         524.861 (meters)    1721.98  (feet)  COMP
 CT0580  MODELED GRAV-     979,326.3   (mgal)                       NAVD 88
 CT0580
 CT0580  VERT ORDER  -  SECOND    CLASS 0
 CT0580
 CT0580.The horizontal coordinates were scaled from a topographic map and have
 CT0580.an estimated accuracy of +/- 6 seconds.
 CT0580
 CT0580.The orthometric height was determined by differential leveling
 CT0580.and adjusted by the National Geodetic Survey in June 1991..
 CT0580
 CT0580.The geoid height was determined by GEOID03.
 CT0580
 CT0580.The dynamic height is computed by dividing the NAVD 88
 CT0580.geopotential number by the normal gravity value computed on the
 CT0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0580.degrees latitude (g = 980.6199 gals.).
 CT0580
 CT0580.The modeled gravity was interpolated from observed gravity values.
 CT0580
 CT0580;                    North         East    Units  Estimated Accuracy
 CT0580;SPC TXNC     - 2,088,170.      476,140.      MT  (+/- 180 meters Scaled)
 CT0580
 CT0580                          SUPERSEDED SURVEY CONTROL
 CT0580
 CT0580  NGVD 29 (??/??/92)  525.379  (m)         1723.68   (f) ADJ UNCH    2 0
 CT0580
 CT0580.Superseded values are not recommended for survey control.
 CT0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0580.See file dsdata.txt to determine how the superseded data were derived.
 CT0580
 CT0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA231911(NAD 83)
 CT0580_MARKER: DB = BENCH MARK DISK
 CT0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0580_SP_SET: CONCRETE BASE
 CT0580_STAMPING: K 275 1934
 CT0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0580
 CT0580  HISTORY     - Date     Condition        Report By
 CT0580  HISTORY     - 1934     MONUMENTED       CGS
 CT0580  HISTORY     - 19940803 MARK NOT FOUND   USPSQD
 CT0580
 CT0580                          STATION DESCRIPTION
 CT0580
 CT0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0580'2.9 MI E FROM TYE.
 CT0580'2.9 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CT0580'TYE, TAYLOR COUNTY, AT SEMAPHORE 4110, IN THE TOP OF THE CONCRETE
 CT0580'BASE, AND 12 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 CT0580'STANDARD DISK, STAMPED K 275 1934.
 CT0580
 CT0580                          STATION RECOVERY (1994)
 CT0580
 CT0580'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0499 ***********************************************************************
 DM0499  DESIGNATION -  K 276
 DM0499  PID         -  DM0499
 DM0499  STATE/COUNTY-  TX/HOPKINS
 DM0499  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM0499
 DM0499                         *CURRENT SURVEY CONTROL
 DM0499  ___________________________________________________________________
 DM0499* NAD 83(1986)-  33 09 24.     (N)    095 31 40.     (W)     SCALED    
 DM0499* NAVD 88     -       123.943  (meters)     406.64   (feet)  ADJUSTED  
 DM0499  ___________________________________________________________________
 DM0499  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DM0499  DYNAMIC HT  -         123.807 (meters)     406.19  (feet)  COMP
 DM0499  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 DM0499
 DM0499  VERT ORDER  -  SECOND    CLASS 0
 DM0499
 DM0499.The horizontal coordinates were scaled from a topographic map and have
 DM0499.an estimated accuracy of +/- 6 seconds.
 DM0499
 DM0499.The orthometric height was determined by differential leveling
 DM0499.and adjusted by the National Geodetic Survey in June 1991..
 DM0499
 DM0499.The geoid height was determined by GEOID03.
 DM0499
 DM0499.The dynamic height is computed by dividing the NAVD 88
 DM0499.geopotential number by the normal gravity value computed on the
 DM0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0499.degrees latitude (g = 980.6199 gals.).
 DM0499
 DM0499.The modeled gravity was interpolated from observed gravity values.
 DM0499
 DM0499;                    North         East    Units  Estimated Accuracy
 DM0499;SPC TXNC     - 2,169,150.      877,200.      MT  (+/- 180 meters Scaled)
 DM0499
 DM0499                          SUPERSEDED SURVEY CONTROL
 DM0499
 DM0499  NGVD 29 (??/??/92)  123.946  (m)          406.65   (f) ADJ UNCH    2 0
 DM0499
 DM0499.Superseded values are not recommended for survey control.
 DM0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0499.See file dsdata.txt to determine how the superseded data were derived.
 DM0499
 DM0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS642715(NAD 83)
 DM0499_MARKER: DB = BENCH MARK DISK
 DM0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0499_STAMPING: K 276 1934
 DM0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0499+STABILITY: SURFACE MOTION
 DM0499
 DM0499  HISTORY     - Date     Condition        Report By
 DM0499  HISTORY     - 1934     MONUMENTED       CGS
 DM0499  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM0499
 DM0499                          STATION DESCRIPTION
 DM0499
 DM0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0499'4.5 MI NE FROM SULPHUR SPRINGS.
 DM0499'4.5 MI NE OF AND ALONG THE ST. L AND SW R R 13 FEET N OF MILE POST
 DM0499'513/20.  55 FEET N OF CENTER OF TRACK 4 FEET NORTH OF R/W FENCE.
 DM0499
 DM0499                          STATION RECOVERY (1995)
 DM0499
 DM0499'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0096 ***********************************************************************
 CR0096  DESIGNATION -  K 277
 CR0096  PID         -  CR0096
 CR0096  STATE/COUNTY-  TX/PANOLA
 CR0096  USGS QUAD   -  LAKE MURVAUL (1983)
 CR0096
 CR0096                         *CURRENT SURVEY CONTROL
 CR0096  ___________________________________________________________________
 CR0096* NAD 83(1986)-  32 04 15.     (N)    094 22 51.     (W)     SCALED    
 CR0096* NAVD 88     -        97.028  (meters)     318.33   (feet)  ADJUSTED  
 CR0096  ___________________________________________________________________
 CR0096  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CR0096  DYNAMIC HT  -          96.914 (meters)     317.96  (feet)  COMP
 CR0096  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 CR0096
 CR0096  VERT ORDER  -  SECOND    CLASS 0
 CR0096
 CR0096.The horizontal coordinates were scaled from a topographic map and have
 CR0096.an estimated accuracy of +/- 6 seconds.
 CR0096
 CR0096.The orthometric height was determined by differential leveling
 CR0096.and adjusted by the National Geodetic Survey in June 1991..
 CR0096
 CR0096.The geoid height was determined by GEOID03.
 CR0096
 CR0096.The dynamic height is computed by dividing the NAVD 88
 CR0096.geopotential number by the normal gravity value computed on the
 CR0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0096.degrees latitude (g = 980.6199 gals.).
 CR0096
 CR0096.The modeled gravity was interpolated from observed gravity values.
 CR0096
 CR0096;                    North         East    Units  Estimated Accuracy
 CR0096;SPC TXNC     - 2,052,440.      988,840.      MT  (+/- 180 meters Scaled)
 CR0096
 CR0096                          SUPERSEDED SURVEY CONTROL
 CR0096
 CR0096  NGVD 29 (??/??/92)   97.059  (m)          318.43   (f) ADJ UNCH    2 0
 CR0096
 CR0096.Superseded values are not recommended for survey control.
 CR0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0096.See file dsdata.txt to determine how the superseded data were derived.
 CR0096
 CR0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR696491(NAD 83)
 CR0096_MARKER: DB = BENCH MARK DISK
 CR0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0096_STAMPING: K 277 1934
 CR0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0096+STABILITY: SURFACE MOTION
 CR0096
 CR0096  HISTORY     - Date     Condition        Report By
 CR0096  HISTORY     - 1934     MONUMENTED       CGS
 CR0096  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0096
 CR0096                          STATION DESCRIPTION
 CR0096
 CR0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0096'3.6 MI N FROM GARY.
 CR0096'3.6 MI N OF AND ALONG THE S F R R 75 FEET N OF MILEPOST 165.  30 FEET
 CR0096'E OF CENTER OF TRACK.  30 FEET S OF A DIM ROAD CROSSING.
 CR0096
 CR0096                          STATION RECOVERY (1977)
 CR0096
 CR0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0258 ***********************************************************************
 CR0258  DESIGNATION -  K 278
 CR0258  PID         -  CR0258
 CR0258  STATE/COUNTY-  TX/GREGG
 CR0258  USGS QUAD   -  WHITE OAK (1978)
 CR0258
 CR0258                         *CURRENT SURVEY CONTROL
 CR0258  ___________________________________________________________________
 CR0258* NAD 83(1986)-  32 30 12.     (N)    094 48 24.     (W)     SCALED    
 CR0258* NAVD 88     -       109.080  (meters)     357.87   (feet)  ADJUSTED  
 CR0258  ___________________________________________________________________
 CR0258  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CR0258  DYNAMIC HT  -         108.955 (meters)     357.46  (feet)  COMP
 CR0258  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 CR0258
 CR0258  VERT ORDER  -  SECOND    CLASS 0
 CR0258
 CR0258.The horizontal coordinates were scaled from a topographic map and have
 CR0258.an estimated accuracy of +/- 6 seconds.
 CR0258
 CR0258.The orthometric height was determined by differential leveling
 CR0258.and adjusted by the National Geodetic Survey in June 1991..
 CR0258
 CR0258.The geoid height was determined by GEOID03.
 CR0258
 CR0258.The dynamic height is computed by dividing the NAVD 88
 CR0258.geopotential number by the normal gravity value computed on the
 CR0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0258.degrees latitude (g = 980.6199 gals.).
 CR0258
 CR0258.The modeled gravity was interpolated from observed gravity values.
 CR0258
 CR0258;                    North         East    Units  Estimated Accuracy
 CR0258;SPC TXNC     - 2,098,880.      946,980.      MT  (+/- 180 meters Scaled)
 CR0258
 CR0258                          SUPERSEDED SURVEY CONTROL
 CR0258
 CR0258  NGVD 29 (??/??/92)  109.110  (m)          357.97   (f) ADJ UNCH    2 0
 CR0258
 CR0258.Superseded values are not recommended for survey control.
 CR0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0258.See file dsdata.txt to determine how the superseded data were derived.
 CR0258
 CR0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR302976(NAD 83)
 CR0258_MARKER: DB = BENCH MARK DISK
 CR0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0258_SP_SET: ABUTMENT
 CR0258_STAMPING: K 278 1934
 CR0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0258
 CR0258  HISTORY     - Date     Condition        Report By
 CR0258  HISTORY     - 1934     MONUMENTED       CGS
 CR0258  HISTORY     - 1943     GOOD             NGS
 CR0258
 CR0258                          STATION DESCRIPTION
 CR0258
 CR0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0258'3.8 MI W FROM LONGVIEW.
 CR0258'3.8 MI W OF AND ALONG THE T P R R 0.5 MILE SW OF THE STATION AT
 CR0258'GREGGAN POST OFFICE.  370 YARDS SW OF MILE POST 94.  85 YARDS SW OF A
 CR0258'RAILWAY CROSSING.  36 FEET SE OF CENTER OF MAIN LINE TRACK.  DISK SET
 CR0258'IN HORIZONTALLY IN NE END OF ABUTMENT OF A CONCRETE CULVERT.
 CR0258
 CR0258                          STATION RECOVERY (1943)
 CR0258
 CR0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CR0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0278 ***********************************************************************
 AB0278  DESIGNATION -  K 28
 AB0278  PID         -  AB0278
 AB0278  STATE/COUNTY-  TX/CAMERON
 AB0278  USGS QUAD   -  LOS FRESNOS (1983)
 AB0278
 AB0278                         *CURRENT SURVEY CONTROL
 AB0278  ___________________________________________________________________
 AB0278* NAD 83(1986)-  26 05 20.     (N)    097 28 29.     (W)     SCALED    
 AB0278* NAVD 88     -         9.023  (meters)      29.60   (feet)  POSTED    
 AB0278  ___________________________________________________________________
 AB0278  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 AB0278  DYNAMIC HT  -           9.010 (meters)      29.56  (feet)  COMP
 AB0278  MODELED GRAV-     979,044.7   (mgal)                       NAVD 88
 AB0278
 AB0278  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0278
 AB0278.The horizontal coordinates were scaled from a topographic map and have
 AB0278.an estimated accuracy of +/- 6 seconds.
 AB0278
 AB0278.The orthometric height was determined by differential leveling
 AB0278.and adjusted by the National Geodetic Survey in 1992..
 AB0278.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0278.rate of 3.1 thru 4.0 mm/km.
 AB0278
 AB0278.The geoid height was determined by GEOID03.
 AB0278
 AB0278.The dynamic height is computed by dividing the NAVD 88
 AB0278.geopotential number by the normal gravity value computed on the
 AB0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0278.degrees latitude (g = 980.6199 gals.).
 AB0278
 AB0278.The modeled gravity was interpolated from observed gravity values.
 AB0278
 AB0278;                    North         East    Units  Estimated Accuracy
 AB0278;SPC TX S     - 5,047,200.      402,570.      MT  (+/- 180 meters Scaled)
 AB0278
 AB0278                          SUPERSEDED SURVEY CONTROL
 AB0278
 AB0278  NGVD 29 (??/??/92)    9.124  (m)           29.93   (f) ADJ UNCH    2 0
 AB0278
 AB0278.Superseded values are not recommended for survey control.
 AB0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0278.See file dsdata.txt to determine how the superseded data were derived.
 AB0278
 AB0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP525864(NAD 83)
 AB0278_MARKER: DD = SURVEY DISK
 AB0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0278_SP_SET: CULVERT
 AB0278_STAMPING: K 28 29.68
 AB0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0278
 AB0278  HISTORY     - Date     Condition        Report By
 AB0278  HISTORY     - UNK      MONUMENTED
 AB0278  HISTORY     - 1942     GOOD             NGS
 AB0278  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0278  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0278
 AB0278                          STATION DESCRIPTION
 AB0278
 AB0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0278'1.2 MI N FROM LOS FRESNOS.
 AB0278'1.2 MILES NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0278'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, ACROSS THE ROAD FROM A
 AB0278'SMALL HOUSE, 15 FEET WEST OF AND 1.5 FEET HIGHER THAN THE CENTERLINE
 AB0278'OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF
 AB0278'THE WEST HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED K 28
 AB0278'29.68.
 AB0278
 AB0278                          STATION RECOVERY (1987)
 AB0278
 AB0278'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0278'MARK NOT FOUND.
 AB0278
 AB0278                          STATION RECOVERY (1987)
 AB0278
 AB0278'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0523 ***********************************************************************
 DO0523  DESIGNATION -  K 280
 DO0523  PID         -  DO0523
 DO0523  STATE/COUNTY-  TX/HASKELL
 DO0523  USGS QUAD   -  IRBY (1966)
 DO0523
 DO0523                         *CURRENT SURVEY CONTROL
 DO0523  ___________________________________________________________________
 DO0523* NAD 83(1986)-  33 10 37.     (N)    099 37 26.     (W)     SCALED    
 DO0523* NAVD 88     -       446.572  (meters)    1465.13   (feet)  ADJUSTED  
 DO0523  ___________________________________________________________________
 DO0523  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DO0523  DYNAMIC HT  -         446.020 (meters)    1463.32  (feet)  COMP
 DO0523  MODELED GRAV-     979,387.6   (mgal)                       NAVD 88
 DO0523
 DO0523  VERT ORDER  -  SECOND    CLASS 0
 DO0523
 DO0523.The horizontal coordinates were scaled from a topographic map and have
 DO0523.an estimated accuracy of +/- 6 seconds.
 DO0523
 DO0523.The orthometric height was determined by differential leveling
 DO0523.and adjusted by the National Geodetic Survey in June 1991..
 DO0523
 DO0523.The geoid height was determined by GEOID03.
 DO0523
 DO0523.The dynamic height is computed by dividing the NAVD 88
 DO0523.geopotential number by the normal gravity value computed on the
 DO0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0523.degrees latitude (g = 980.6199 gals.).
 DO0523
 DO0523.The modeled gravity was interpolated from observed gravity values.
 DO0523
 DO0523;                    North         East    Units  Estimated Accuracy
 DO0523;SPC TXNC     - 2,168,040.      495,190.      MT  (+/- 180 meters Scaled)
 DO0523
 DO0523                          SUPERSEDED SURVEY CONTROL
 DO0523
 DO0523  NGVD 29 (??/??/92)  446.421  (m)         1464.63   (f) ADJ UNCH    2 0
 DO0523
 DO0523.Superseded values are not recommended for survey control.
 DO0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0523.See file dsdata.txt to determine how the superseded data were derived.
 DO0523
 DO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB418710(NAD 83)
 DO0523_MARKER: DB = BENCH MARK DISK
 DO0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0523_STAMPING: K 280 1934
 DO0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0523+STABILITY: SURFACE MOTION
 DO0523
 DO0523  HISTORY     - Date     Condition        Report By
 DO0523  HISTORY     - 1934     MONUMENTED       CGS
 DO0523  HISTORY     - 1966     GOOD             USGS
 DO0523
 DO0523                          STATION DESCRIPTION
 DO0523
 DO0523'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DO0523'6.8 MI E FROM HASKELL.
 DO0523'COURTHOUSE AT HASKELL.  THENCE 6.8 MILES EAST STATE HIGHWAY 24 TO A T
 DO0523'ROAD NORTH.  0.2 MILES WEST ALONG A DIRT ROAD.  41 FEET NORTH OF
 DO0523'CENTERLINE ROAD.  APPROXIMATELY 67 FEET SOUTHWEST OF A HOUSE.  A
 DO0523'STANDARD TABLET STAMPED K 280 1934 SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0276 ***********************************************************************
 DO0276  DESIGNATION -  K 281
 DO0276  PID         -  DO0276
 DO0276  STATE/COUNTY-  TX/YOUNG
 DO0276  USGS QUAD   -  PROFFITT (1981)
 DO0276
 DO0276                         *CURRENT SURVEY CONTROL
 DO0276  ___________________________________________________________________
 DO0276* NAD 83(1993)-  33 10 57.17104(N)    098 51 56.00929(W)     ADJUSTED  
 DO0276* NAVD 88     -       348.707  (meters)    1144.05   (feet)  ADJUSTED  
 DO0276  ___________________________________________________________________
 DO0276  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DO0276  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DO0276  DYNAMIC HT  -         348.292 (meters)    1142.69  (feet)  COMP
 DO0276  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 DO0276
 DO0276  HORZ ORDER  -  SECOND
 DO0276  VERT ORDER  -  SECOND    CLASS 0
 DO0276
 DO0276.The horizontal coordinates were established by classical geodetic methods
 DO0276.and adjusted by the National Geodetic Survey in February 1996..
 DO0276
 DO0276.The orthometric height was determined by differential leveling
 DO0276.and adjusted by the National Geodetic Survey in June 1991..
 DO0276
 DO0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0276
 DO0276.The geoid height was determined by GEOID03.
 DO0276
 DO0276.The dynamic height is computed by dividing the NAVD 88
 DO0276.geopotential number by the normal gravity value computed on the
 DO0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0276.degrees latitude (g = 980.6199 gals.).
 DO0276
 DO0276.The modeled gravity was interpolated from observed gravity values.
 DO0276
 DO0276;                    North         East     Units Scale Factor Converg.
 DO0276;SPC TXNC     - 2,168,155.272   565,912.264   MT  0.99987522   -0 11 57.7
 DO0276;SPC TXNC     - 7,113,356.09  1,856,663.82   sFT  0.99987522   -0 11 57.7
 DO0276;UTM  14      - 3,671,532.523   512,533.077   MT  0.99960194   +0 04 24.9
 DO0276
 DO0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0276!SPC TXNC     -   0.99994980  x   0.99987522  =   0.99982503
 DO0276!UTM  14      -   0.99994980  x   0.99960194  =   0.99955176
 DO0276
 DO0276                          SUPERSEDED SURVEY CONTROL
 DO0276
 DO0276  NAD 83(1993)-  33 10 57.17187(N)    098 51 56.00889(W) AD(       ) 2
 DO0276  NAD 83(1986)-  33 10 57.17625(N)    098 51 55.99692(W) AD(       ) 2
 DO0276  NAD 27      -  33 10 56.78303(N)    098 51 54.75910(W) AD(       ) 2
 DO0276  NGVD 29 (??/??/92)  348.609  (m)         1143.73   (f) ADJ UNCH    2 0
 DO0276
 DO0276.Superseded values are not recommended for survey control.
 DO0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0276.See file dsdata.txt to determine how the superseded data were derived.
 DO0276
 DO0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB1253371533(NAD 83)
 DO0276_MARKER: DB = BENCH MARK DISK
 DO0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0276_STAMPING: K 281 1934
 DO0276_MARK LOGO: CGS   
 DO0276_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0276
 DO0276  HISTORY     - Date     Condition        Report By
 DO0276  HISTORY     - 1934     MONUMENTED       CGS
 DO0276  HISTORY     - 1975     GOOD             NGS
 DO0276  HISTORY     - 1975     GOOD             NGS
 DO0276  HISTORY     - 19811010 GOOD             NGS
 DO0276  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0276
 DO0276                          STATION DESCRIPTION
 DO0276
 DO0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DO0276'8.7 MILES W FROM NEWCASTLE.
 DO0276'18.7 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE JUNCTION OF U.S.
 DO0276'HIGHWAYS 183, 283 AND 380 IN THROCKMORTON, 52 FEET SOUTH OF THE
 DO0276'CENTERLINE OF U.S. HIGHWAY 380, 19 FEET NORTH OF A 24-INCH OAK TREE
 DO0276'AND 4 FEET SOUTH OF A WIRE FENCE.
 DO0276
 DO0276                          STATION RECOVERY (1975)
 DO0276
 DO0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0276'THE STATION IS LOCATED ABOUT 18 MILES EAST OF THROCKMORTON,
 DO0276'14 MILES SOUTHWEST OF OLNEY, 7 MILES WEST OF NEWCASTLE AND ON THE
 DO0276'HIGHWAY RIGHT-OF-WAY.
 DO0276'
 DO0276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183,
 DO0276'283 AND 380 IN THROCKMORTON, GO EAST ON U.S. HIGHWAY 380 FOR 15.6
 DO0276'MILES TO FARM ROAD 578, CONTINUE EAST ON U.S. HIGHWAY 380 FOR
 DO0276'3.1 MILES TO THE STATION ON THE RIGHT.
 DO0276'
 DO0276'THE STATION IS A STANDARD BENCH MARK DISK STAMPED K 281 1934,
 DO0276'SET IN THE TOP OF A 4-INCH SQUARE CONCRETE MONUMENT THAT IS
 DO0276'FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET SOUTH OF THE
 DO0276'CENTERLINE OF U.S. HIGHWAY 380, 19 FEET NORTH OF A 24-INCH OAK
 DO0276'TREE AND 4 FEET SOUTH OF A FENCE.
 DO0276'
 DO0276'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PROFFITT,
 DO0276'DISTANCE BEING (2731.55 FEET) 832.579 METERS WEST OF STATION
 DO0276'PROFFITT.
 DO0276
 DO0276                          STATION RECOVERY (1981)
 DO0276
 DO0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DO0276'BENCH MARK K 281, A STANDARD DISK STAMPED K 281 1934, IS SET IN THE
 DO0276'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 DO0276'SURFACE.  IT IS 52 FT (15.8 M) SOUTH OF THE CENTERLINE OF U.S HIGHWAY
 DO0276'380, 19 FT (5.8 M) NORTH OF A 24-INCH OAK TREE AND 4 FT (1.2 M) SOUTH
 DO0276'OF A FENCE.
 DO0276
 DO0276                          STATION RECOVERY (2001)
 DO0276
 DO0276'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0002 ***********************************************************************
 CA0002  DESIGNATION -  K 282
 CA0002  PID         -  CA0002
 CA0002  STATE/COUNTY-  TX/COMANCHE
 CA0002  USGS QUAD   -  PROCTOR (1979)
 CA0002
 CA0002                         *CURRENT SURVEY CONTROL
 CA0002  ___________________________________________________________________
 CA0002* NAD 83(1986)-  31 56 50.     (N)    098 27 57.     (W)     SCALED    
 CA0002* NAVD 88     -       358.108  (meters)    1174.89   (feet)  ADJUSTED  
 CA0002  ___________________________________________________________________
 CA0002  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CA0002  DYNAMIC HT  -         357.654 (meters)    1173.40  (feet)  COMP
 CA0002  MODELED GRAV-     979,362.7   (mgal)                       NAVD 88
 CA0002
 CA0002  VERT ORDER  -  SECOND    CLASS 0
 CA0002
 CA0002.The horizontal coordinates were scaled from a topographic map and have
 CA0002.an estimated accuracy of +/- 6 seconds.
 CA0002
 CA0002.The orthometric height was determined by differential leveling
 CA0002.and adjusted by the National Geodetic Survey in June 1991..
 CA0002
 CA0002.The geoid height was determined by GEOID03.
 CA0002
 CA0002.The dynamic height is computed by dividing the NAVD 88
 CA0002.geopotential number by the normal gravity value computed on the
 CA0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0002.degrees latitude (g = 980.6199 gals.).
 CA0002
 CA0002.The modeled gravity was interpolated from observed gravity values.
 CA0002
 CA0002;                    North         East    Units  Estimated Accuracy
 CA0002;SPC TX C     - 3,254,310.      876,560.      MT  (+/- 180 meters Scaled)
 CA0002
 CA0002                          SUPERSEDED SURVEY CONTROL
 CA0002
 CA0002  NGVD 29 (??/??/92)  358.040  (m)         1174.67   (f) ADJ UNCH    2 0
 CA0002
 CA0002.Superseded values are not recommended for survey control.
 CA0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0002.See file dsdata.txt to determine how the superseded data were derived.
 CA0002
 CA0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA504347(NAD 83)
 CA0002_MARKER: DB = BENCH MARK DISK
 CA0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0002_STAMPING: K 282 1934
 CA0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0002+STABILITY: SURFACE MOTION
 CA0002
 CA0002  HISTORY     - Date     Condition        Report By
 CA0002  HISTORY     - 1934     MONUMENTED       CGS
 CA0002  HISTORY     - 1966     MARK NOT FOUND   NGS
 CA0002
 CA0002                          STATION DESCRIPTION
 CA0002
 CA0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CA0002'1.8 MI NE FROM HASSE.
 CA0002'ABOUT 1.8 MILES NORTHEAST ALONG THE FORT WORTH AND RIO GRANDE RAILWAY
 CA0002'FROM THE STATION AT HASSE, COMANCHE COUNTY, ABOUT 0.1 MILE WEST OF
 CA0002'MILEPOST 837, ABOUT 0.2 MILE NORTHEAST OF A ROAD CROSSING, 92 FEET
 CA0002'NORTH OF THE CENTER LINE OF TRACK, AND 7 FEET SOUTH OF THE
 CA0002'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 282 1934 AND SET IN
 CA0002'THE TOP OF A CONCRETE POST.  NOTE-- THE RIGHT-OF-WAY FENCE HAS BEEN
 CA0002'TORE DOWN AND THE AREA AT SITE OF MARK IS DRIFT SAND.  IT IS BELIEVED
 CA0002'THE MARK IS PROBABLY UNDER ABOUT 3 FEET OF SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0343 ***********************************************************************
 CA0343  DESIGNATION -  K 284
 CA0343  PID         -  CA0343
 CA0343  STATE/COUNTY-  TX/COMANCHE
 CA0343  USGS QUAD   -  NEWBURG (1969)
 CA0343
 CA0343                         *CURRENT SURVEY CONTROL
 CA0343  ___________________________________________________________________
 CA0343* NAD 83(1986)-  31 52 30.     (N)    098 31 59.     (W)     SCALED    
 CA0343* NAVD 88     -       416.000  (meters)    1364.83   (feet)  ADJUSTED  
 CA0343  ___________________________________________________________________
 CA0343  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 CA0343  DYNAMIC HT  -         415.468 (meters)    1363.08  (feet)  COMP
 CA0343  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 CA0343
 CA0343  VERT ORDER  -  SECOND    CLASS 0
 CA0343
 CA0343.The horizontal coordinates were scaled from a topographic map and have
 CA0343.an estimated accuracy of +/- 6 seconds.
 CA0343
 CA0343.The orthometric height was determined by differential leveling
 CA0343.and adjusted by the National Geodetic Survey in June 1991..
 CA0343
 CA0343.The geoid height was determined by GEOID03.
 CA0343
 CA0343.The dynamic height is computed by dividing the NAVD 88
 CA0343.geopotential number by the normal gravity value computed on the
 CA0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0343.degrees latitude (g = 980.6199 gals.).
 CA0343
 CA0343.The modeled gravity was interpolated from observed gravity values.
 CA0343
 CA0343;                    North         East    Units  Estimated Accuracy
 CA0343;SPC TX C     - 3,246,200.      870,340.      MT  (+/- 180 meters Scaled)
 CA0343
 CA0343                          SUPERSEDED SURVEY CONTROL
 CA0343
 CA0343  NGVD 29 (??/??/92)  415.923  (m)         1364.57   (f) ADJ UNCH    2 0
 CA0343
 CA0343.Superseded values are not recommended for survey control.
 CA0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0343.See file dsdata.txt to determine how the superseded data were derived.
 CA0343
 CA0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA441266(NAD 83)
 CA0343_MARKER: DB = BENCH MARK DISK
 CA0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0343_STAMPING: K 284 1934
 CA0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0343+STABILITY: SURFACE MOTION
 CA0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0343+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 CA0343
 CA0343  HISTORY     - Date     Condition        Report By
 CA0343  HISTORY     - 1934     MONUMENTED       CGS
 CA0343  HISTORY     - 20010517 GOOD             JCLS
 CA0343  HISTORY     - 20010518 GOOD             JCLS
 CA0343  HISTORY     - 20050517 GOOD             JCLS
 CA0343
 CA0343                          STATION DESCRIPTION
 CA0343
 CA0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0343'5.4 MI SE FROM COMANCHE.
 CA0343'5.4 MI SE OF AND ALONG STATE HWY 36.  0.3 MILE SE OF JUNCTION OF STATE
 CA0343'HWY 36 AND ROAD TO GUSTINE.  67 YARDS SE OF A FARM HOUSE.  41 FEET W
 CA0343'OF CENTER OF HIGHWAY.  19 FEET W OF R/W FENCE.
 CA0343
 CA0343                          STATION RECOVERY (2001)
 CA0343
 CA0343'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 CA0343'RECOVERED IN GOOD CONDITION.
 CA0343
 CA0343                          STATION RECOVERY (2001)
 CA0343
 CA0343'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 CA0343'RECOVERED IN GOOD CONDITION.
 CA0343
 CA0343                          STATION RECOVERY (2005)
 CA0343
 CA0343'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 CA0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0128 ***********************************************************************
 CA0128  DESIGNATION -  K 285
 CA0128  PID         -  CA0128
 CA0128  STATE/COUNTY-  TX/CORYELL
 CA0128  USGS QUAD   -  EVANT (1979)
 CA0128
 CA0128                         *CURRENT SURVEY CONTROL
 CA0128  ___________________________________________________________________
 CA0128* NAD 83(1986)-  31 24 58.     (N)    098 10 11.     (W)     SCALED    
 CA0128* NAVD 88     -       376.223  (meters)    1234.33   (feet)  ADJUSTED  
 CA0128  ___________________________________________________________________
 CA0128  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 CA0128  DYNAMIC HT  -         375.725 (meters)    1232.69  (feet)  COMP
 CA0128  MODELED GRAV-     979,306.3   (mgal)                       NAVD 88
 CA0128
 CA0128  VERT ORDER  -  SECOND    CLASS 0
 CA0128
 CA0128.The horizontal coordinates were scaled from a topographic map and have
 CA0128.an estimated accuracy of +/- 6 seconds.
 CA0128
 CA0128.The orthometric height was determined by differential leveling
 CA0128.and adjusted by the National Geodetic Survey in June 1991..
 CA0128
 CA0128.The geoid height was determined by GEOID03.
 CA0128
 CA0128.The dynamic height is computed by dividing the NAVD 88
 CA0128.geopotential number by the normal gravity value computed on the
 CA0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0128.degrees latitude (g = 980.6199 gals.).
 CA0128
 CA0128.The modeled gravity was interpolated from observed gravity values.
 CA0128
 CA0128;                    North         East    Units  Estimated Accuracy
 CA0128;SPC TX C     - 3,195,940.      905,700.      MT  (+/- 180 meters Scaled)
 CA0128
 CA0128                          SUPERSEDED SURVEY CONTROL
 CA0128
 CA0128  NGVD 29 (??/??/92)  376.125  (m)         1234.00   (f) ADJ UNCH    2 0
 CA0128
 CA0128.Superseded values are not recommended for survey control.
 CA0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0128.See file dsdata.txt to determine how the superseded data were derived.
 CA0128
 CA0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV789760(NAD 83)
 CA0128_MARKER: DB = BENCH MARK DISK
 CA0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0128_STAMPING: K 285 1934
 CA0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0128+STABILITY: SURFACE MOTION
 CA0128
 CA0128  HISTORY     - Date     Condition        Report By
 CA0128  HISTORY     - 1934     MONUMENTED       CGS
 CA0128
 CA0128                          STATION DESCRIPTION
 CA0128
 CA0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0128'4.2 MI S FROM EVANT.
 CA0128'4.2 MILES S OF AND ALONG STATE HWY 66.  16 YARDS SW OF A CONCRETE
 CA0128'CULVERT PAINTED USBM.  IN THE FENCE CORNER.  57 FEET W OF CENTER OF
 CA0128'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0353 ***********************************************************************
 DM0353  DESIGNATION -  K 286 RESET
 DM0353  PID         -  DM0353
 DM0353  STATE/COUNTY-  TX/RED RIVER
 DM0353  USGS QUAD   -  ANNONA (1950)
 DM0353
 DM0353                         *CURRENT SURVEY CONTROL
 DM0353  ___________________________________________________________________
 DM0353* NAD 83(1986)-  33 36 08.     (N)    094 59 00.     (W)     SCALED    
 DM0353* NAVD 88     -       119.74   (meters)     392.8    (feet)  RESET     
 DM0353  ___________________________________________________________________
 DM0353  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DM0353
 DM0353  VERT ORDER  -  THIRD
 DM0353
 DM0353.The horizontal coordinates were scaled from a topographic map and have
 DM0353.an estimated accuracy of +/- 6 seconds.
 DM0353
 DM0353.The orthometric height was computed from unverified reset data.
 DM0353
 DM0353.The geoid height was determined by GEOID03.
 DM0353
 DM0353;                    North         East    Units  Estimated Accuracy
 DM0353;SPC TXNC     - 2,220,100.      926,310.      MT  (+/- 180 meters Scaled)
 DM0353
 DM0353                          SUPERSEDED SURVEY CONTROL
 DM0353
 DM0353.No superseded survey control is available for this station.
 DM0353
 DM0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT159198(NAD 83)
 DM0353_MARKER: DD = SURVEY DISK
 DM0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0353_SP_SET: ABUTMENT
 DM0353_STAMPING: K 286 RESET 1944
 DM0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0353
 DM0353  HISTORY     - Date     Condition        Report By
 DM0353  HISTORY     - 1944     MONUMENTED       TPRR
 DM0353  HISTORY     - 1944     GOOD             NGS
 DM0353
 DM0353                          STATION DESCRIPTION
 DM0353
 DM0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DM0353'4.0 MI E FROM CLARKSVILLE.
 DM0353'ABOUT 4.0 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 DM0353'CLARKSVILLE, RED RIVER COUNTY, AT BRIDGE 56.9, IN THE TOP OF THE BACK
 DM0353'WALL OF THE EAST ABUTMENT, AND 6.5 FEET SOUTH OF THE CENTER LINE OF
 DM0353'THE TRACK.  A STANDARD DISK, STAMPED K 286 RESET 1944.  (392.823
 DM0353'FEET.)  NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION
 DM0353'DETERMINED BY ENGINEERS OF THE TEXAS AND PACIFIC RAILWAY IN SEPTEMBER
 DM0353'1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0353 ***********************************************************************
 CR0353  DESIGNATION -  K 287
 CR0353  PID         -  CR0353
 CR0353  STATE/COUNTY-  TX/WOOD
 CR0353  USGS QUAD   -  MINEOLA (1981)
 CR0353
 CR0353                         *CURRENT SURVEY CONTROL
 CR0353  ___________________________________________________________________
 CR0353* NAD 83(1986)-  32 39 23.     (N)    095 27 51.     (W)     SCALED    
 CR0353* NAVD 88     -       132.818  (meters)     435.75   (feet)  ADJUSTED  
 CR0353  ___________________________________________________________________
 CR0353  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CR0353  DYNAMIC HT  -         132.667 (meters)     435.26  (feet)  COMP
 CR0353  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 CR0353
 CR0353  VERT ORDER  -  FIRST     CLASS II
 CR0353
 CR0353.The horizontal coordinates were scaled from a topographic map and have
 CR0353.an estimated accuracy of +/- 6 seconds.
 CR0353
 CR0353.The orthometric height was determined by differential leveling
 CR0353.and adjusted by the National Geodetic Survey in June 1991..
 CR0353
 CR0353.The geoid height was determined by GEOID03.
 CR0353
 CR0353.The dynamic height is computed by dividing the NAVD 88
 CR0353.geopotential number by the normal gravity value computed on the
 CR0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0353.degrees latitude (g = 980.6199 gals.).
 CR0353
 CR0353.The modeled gravity was interpolated from observed gravity values.
 CR0353
 CR0353;                    North         East    Units  Estimated Accuracy
 CR0353;SPC TXNC     - 2,113,870.      884,730.      MT  (+/- 180 meters Scaled)
 CR0353
 CR0353                          SUPERSEDED SURVEY CONTROL
 CR0353
 CR0353  NGVD 29 (??/??/92)  132.842  (m)          435.83   (f) ADJ UNCH    1 2
 CR0353
 CR0353.Superseded values are not recommended for survey control.
 CR0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0353.See file dsdata.txt to determine how the superseded data were derived.
 CR0353
 CR0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS688158(NAD 83)
 CR0353_MARKER: DB = BENCH MARK DISK
 CR0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0353_STAMPING: K 287 1934
 CR0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0353+STABILITY: SURFACE MOTION
 CR0353
 CR0353  HISTORY     - Date     Condition        Report By
 CR0353  HISTORY     - 1934     MONUMENTED       CGS
 CR0353  HISTORY     - 1948     GOOD             NGS
 CR0353  HISTORY     - 1960     MARK NOT FOUND   USGS
 CR0353  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0353
 CR0353                          STATION DESCRIPTION
 CR0353
 CR0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CR0353'1.4 MI E FROM MINEOLA.
 CR0353'1.4 MILES EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CR0353'MINEOLA, AT A ROAD CROSSING, 90.0 FEET SOUTH OF THE CENTER LINE OF U.
 CR0353'S. HIGHWAY 80, 57.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 44.9
 CR0353'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 8.5 FEET SOUTHWEST OF A
 CR0353'TELEGRAPH POLE, 1.0 FOOT EAST OF A REFERENCE POST, SET IN THE TOP OF A
 CR0353'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CR0353
 CR0353                          STATION RECOVERY (1960)
 CR0353
 CR0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CR0353'MARK NOT FOUND.
 CR0353
 CR0353                          STATION RECOVERY (1995)
 CR0353
 CR0353'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0469 ***********************************************************************
 DM0469  DESIGNATION -  K 288
 DM0469  PID         -  DM0469
 DM0469  STATE/COUNTY-  TX/HUNT
 DM0469  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM0469
 DM0469                         *CURRENT SURVEY CONTROL
 DM0469  ___________________________________________________________________
 DM0469* NAD 83(1986)-  33 08 31.     (N)    095 55 24.     (W)     SCALED    
 DM0469* NAVD 88     -       168.735  (meters)     553.59   (feet)  ADJUSTED  
 DM0469  ___________________________________________________________________
 DM0469  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 DM0469  DYNAMIC HT  -         168.551 (meters)     552.99  (feet)  COMP
 DM0469  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 DM0469
 DM0469  VERT ORDER  -  SECOND    CLASS 0
 DM0469
 DM0469.The horizontal coordinates were scaled from a topographic map and have
 DM0469.an estimated accuracy of +/- 6 seconds.
 DM0469
 DM0469.The orthometric height was determined by differential leveling
 DM0469.and adjusted by the National Geodetic Survey in June 1991..
 DM0469
 DM0469.The geoid height was determined by GEOID03.
 DM0469
 DM0469.The dynamic height is computed by dividing the NAVD 88
 DM0469.geopotential number by the normal gravity value computed on the
 DM0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0469.degrees latitude (g = 980.6199 gals.).
 DM0469
 DM0469.The modeled gravity was interpolated from observed gravity values.
 DM0469
 DM0469;                    North         East    Units  Estimated Accuracy
 DM0469;SPC TXNC     - 2,166,540.      840,360.      MT  (+/- 180 meters Scaled)
 DM0469
 DM0469                          SUPERSEDED SURVEY CONTROL
 DM0469
 DM0469  NGVD 29 (??/??/92)  168.724  (m)          553.56   (f) ADJ UNCH    2 0
 DM0469
 DM0469.Superseded values are not recommended for survey control.
 DM0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0469.See file dsdata.txt to determine how the superseded data were derived.
 DM0469
 DM0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS273708(NAD 83)
 DM0469_MARKER: DB = BENCH MARK DISK
 DM0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0469_STAMPING: K 288 1934
 DM0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0469+STABILITY: SURFACE MOTION
 DM0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM0469+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2002
 DM0469
 DM0469  HISTORY     - Date     Condition        Report By
 DM0469  HISTORY     - 1934     MONUMENTED       CGS
 DM0469  HISTORY     - 1964     GOOD             NGS
 DM0469  HISTORY     - 19940418 GOOD             USPSQD
 DM0469  HISTORY     - 20020507 GOOD             JCLS
 DM0469  HISTORY     - 20020508 GOOD             JCLS
 DM0469
 DM0469                          STATION DESCRIPTION
 DM0469
 DM0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0469'1.7 MI E FROM CAMPBELL.
 DM0469'1.7 MI E OF AND ALONG THE L AND A R R AT A PRIVATE ROAD CROSSING ABOUT
 DM0469'0.3 MILE W OF MILE POST 159.  26 FEET W OF CENTER OF ROAD CROSSING. 72
 DM0469'YARDS NW OF A FARM HOUSE.  40 FEET S OF CENTER OF TRACK AND IN THE R/W
 DM0469'FENCE CORNER.
 DM0469
 DM0469                          STATION RECOVERY (1964)
 DM0469
 DM0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DM0469'RECOVERED IN GOOD CONDITION.
 DM0469
 DM0469                          STATION RECOVERY (1994)
 DM0469
 DM0469'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0469'RECOVERED IN GOOD CONDITION.
 DM0469
 DM0469                          STATION RECOVERY (2002)
 DM0469
 DM0469'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 DM0469'RECOVERED IN GOOD CONDITION.
 DM0469
 DM0469                          STATION RECOVERY (2002)
 DM0469
 DM0469'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DM0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1423 ***********************************************************************
 CS1423  DESIGNATION -  K 289
 CS1423  PID         -  CS1423
 CS1423  STATE/COUNTY-  TX/DALLAS
 CS1423  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1423
 CS1423                         *CURRENT SURVEY CONTROL
 CS1423  ___________________________________________________________________
 CS1423* NAD 83(1986)-  32 46 35.     (N)    096 40 57.     (W)     SCALED    
 CS1423* NAVD 88     -       165.613  (meters)     543.35   (feet)  ADJUSTED  
 CS1423  ___________________________________________________________________
 CS1423  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CS1423  DYNAMIC HT  -         165.427 (meters)     542.74  (feet)  COMP
 CS1423  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 CS1423
 CS1423  VERT ORDER  -  SECOND    CLASS 0
 CS1423
 CS1423.The horizontal coordinates were scaled from a topographic map and have
 CS1423.an estimated accuracy of +/- 6 seconds.
 CS1423
 CS1423.The orthometric height was determined by differential leveling
 CS1423.and adjusted by the National Geodetic Survey in June 1991..
 CS1423
 CS1423.The geoid height was determined by GEOID03.
 CS1423
 CS1423.The dynamic height is computed by dividing the NAVD 88
 CS1423.geopotential number by the normal gravity value computed on the
 CS1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1423.degrees latitude (g = 980.6199 gals.).
 CS1423
 CS1423.The modeled gravity was interpolated from observed gravity values.
 CS1423
 CS1423;                    North         East    Units  Estimated Accuracy
 CS1423;SPC TXNC     - 2,124,530.      770,250.      MT  (+/- 180 meters Scaled)
 CS1423
 CS1423                          SUPERSEDED SURVEY CONTROL
 CS1423
 CS1423  NGVD 29 (??/??/92)  165.61   (m)          543.3    (f) COMPUTED    2 0
 CS1423
 CS1423.Superseded values are not recommended for survey control.
 CS1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1423.See file dsdata.txt to determine how the superseded data were derived.
 CS1423
 CS1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB170288(NAD 83)
 CS1423_MARKER: DB = BENCH MARK DISK
 CS1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1423_STAMPING: K 289 1934
 CS1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1423+STABILITY: SURFACE MOTION
 CS1423
 CS1423  HISTORY     - Date     Condition        Report By
 CS1423  HISTORY     - 1934     MONUMENTED       CGS
 CS1423  HISTORY     - 1953     GOOD             NGS
 CS1423  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1423
 CS1423                          STATION DESCRIPTION
 CS1423
 CS1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CS1423'4.5 MI W FROM MESQUITE.
 CS1423'4.5 MI. W ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE STATION AT
 CS1423'MESQUITE, DALLAS COUNTY, 50 YARDS W OF MILEPOST 207, AT ORPHANS HOME
 CS1423'SIDING, IN THE NW CORNER OF A SECTION HOUSE YARD, AND 62 FEET N OF THE
 CS1423'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED K 289 1934 AND
 CS1423'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 CS1423'GROUND.  NOTE-- THE AREA DESCRIBED AS THE SITE OF THIS MARK IS NOW AN
 CS1423'OPEN AREA USED FOR PARKING HEAVY EQUIPMENT AND RAILROAD LOADING TRACK.
 CS1423
 CS1423                          STATION RECOVERY (1958)
 CS1423
 CS1423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1424 ***********************************************************************
 CS1424  DESIGNATION -  K 289 RESET 1951
 CS1424  PID         -  CS1424
 CS1424  STATE/COUNTY-  TX/DALLAS
 CS1424  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1424
 CS1424                         *CURRENT SURVEY CONTROL
 CS1424  ___________________________________________________________________
 CS1424* NAD 83(1986)-  32 46 35.     (N)    096 40 57.     (W)     SCALED    
 CS1424* NAVD 88     -       166.51   (+/-2cm)     546.3    (feet)  VERTCON   
 CS1424  ___________________________________________________________________
 CS1424  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CS1424
 CS1424  VERT ORDER  -  THIRD (See Below)
 CS1424
 CS1424.The horizontal coordinates were scaled from a topographic map and have
 CS1424.an estimated accuracy of +/- 6 seconds.
 CS1424
 CS1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1424.The vertical order pertains to the NGVD 29 superseded value.
 CS1424
 CS1424.The geoid height was determined by GEOID03.
 CS1424
 CS1424;                    North         East    Units  Estimated Accuracy
 CS1424;SPC TXNC     - 2,124,530.      770,250.      MT  (+/- 180 meters Scaled)
 CS1424
 CS1424                          SUPERSEDED SURVEY CONTROL
 CS1424
 CS1424  NGVD 29 (??/??/??)  166.52   (m)          546.3    (f) RESET       3  
 CS1424
 CS1424.Superseded values are not recommended for survey control.
 CS1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1424.See file dsdata.txt to determine how the superseded data were derived.
 CS1424
 CS1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB170288(NAD 83)
 CS1424_MARKER: DB = BENCH MARK DISK
 CS1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1424_STAMPING: K 289 RESET 1951
 CS1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1424+STABILITY: SURFACE MOTION
 CS1424
 CS1424  HISTORY     - Date     Condition        Report By
 CS1424  HISTORY     - 1951     MONUMENTED       CGS
 CS1424  HISTORY     - 1954     GOOD             NGS
 CS1424  HISTORY     - 19910620 MARK NOT FOUND   USPSQD
 CS1424
 CS1424                          STATION DESCRIPTION
 CS1424
 CS1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CS1424'4.5 MI W FROM MESQUITE.
 CS1424'THE MARK IS 4.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILWAY FROM
 CS1424'THE STATION AT MESQUITE, DALLAS COUNTY, AT THE SCOTTSDALE SIDING AND
 CS1424'THE CROSSING OF BUCKNER BLVD.  IT IS IN THE NORTHWEST POINT OF THE
 CS1424'INTERSECTION OF THE RAILROAD AND BUCKNER BLVD., 14 YARDS WEST OF THE
 CS1424'CENTERLINE OF THE PAVED BOULEVARD AND 18.2 FEET NORTH OF THE NORTH
 CS1424'RAIL OF THE NORTH SIDING.  IT IS 3 FEET NORTHWEST OF THE NORTHWEST
 CS1424'CORNER OF THE CONCRETE BASE OF THE TELEGRAPH LINE SIGNAL STATION, A
 CS1424'STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 CS1424'AND IS STAMPED K 289 RESET 1951.
 CS1424
 CS1424                          STATION RECOVERY (1991)
 CS1424
 CS1424'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0348 ***********************************************************************
 AZ0348  DESIGNATION -  K 29
 AZ0348  PID         -  AZ0348
 AZ0348  STATE/COUNTY-  TX/VAL VERDE
 AZ0348  USGS QUAD   -  PUMPVILLE (1980)
 AZ0348
 AZ0348                         *CURRENT SURVEY CONTROL
 AZ0348  ___________________________________________________________________
 AZ0348* NAD 83(1986)-  29 55 37.     (N)    101 42 20.     (W)     SCALED    
 AZ0348* NAVD 88     -       525.705  (meters)    1724.75   (feet)  ADJUSTED  
 AZ0348  ___________________________________________________________________
 AZ0348  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AZ0348  DYNAMIC HT  -         524.922 (meters)    1722.18  (feet)  COMP
 AZ0348  MODELED GRAV-     979,137.4   (mgal)                       NAVD 88
 AZ0348
 AZ0348  VERT ORDER  -  FIRST     CLASS II
 AZ0348
 AZ0348.The horizontal coordinates were scaled from a topographic map and have
 AZ0348.an estimated accuracy of +/- 6 seconds.
 AZ0348
 AZ0348.The orthometric height was determined by differential leveling
 AZ0348.and adjusted by the National Geodetic Survey in June 1991..
 AZ0348
 AZ0348.The geoid height was determined by GEOID03.
 AZ0348
 AZ0348.The dynamic height is computed by dividing the NAVD 88
 AZ0348.geopotential number by the normal gravity value computed on the
 AZ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0348.degrees latitude (g = 980.6199 gals.).
 AZ0348
 AZ0348.The modeled gravity was interpolated from observed gravity values.
 AZ0348
 AZ0348;                    North         East    Units  Estimated Accuracy
 AZ0348;SPC TXSC     - 4,235,050.      338,810.      MT  (+/- 180 meters Scaled)
 AZ0348
 AZ0348                          SUPERSEDED SURVEY CONTROL
 AZ0348
 AZ0348  NGVD 29 (??/??/92)  525.558  (m)         1724.27   (f) ADJ UNCH    1 2
 AZ0348
 AZ0348.Superseded values are not recommended for survey control.
 AZ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0348.See file dsdata.txt to determine how the superseded data were derived.
 AZ0348
 AZ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU388137(NAD 83)
 AZ0348_MARKER: DB = BENCH MARK DISK
 AZ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0348_STAMPING: K 29 1917 ELEV. 1724.422 FT
 AZ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0348+STABILITY: SURFACE MOTION
 AZ0348
 AZ0348  HISTORY     - Date     Condition        Report By
 AZ0348  HISTORY     - 1917     MONUMENTED       CGS
 AZ0348  HISTORY     - 1958     GOOD             NGS
 AZ0348  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 AZ0348
 AZ0348                          STATION DESCRIPTION
 AZ0348
 AZ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0348'11.65 MI NW FROM LANGTRY.
 AZ0348'ABOUT 11.55 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0348'FROM THE STATION AT LANGTRY, THENCE 578 FEET NORTH ACROSS COUNTRY TO
 AZ0348'THE ABANDONED RAILROAD GRADE, ABOUT 0.45 MILE EAST OF MILEPOST 455,
 AZ0348'572 FEET NORTH OF THE NORTH EDGE OF TRESTLE NUMBER 454.48 WHICH IS IN
 AZ0348'THE CENTER OF A HIGH FILL, 52 FEET WEST-NORTHWEST OF A FENCE WHICH IS
 AZ0348'IN THE CENTER OF THE OLD RAILROAD GRADE, 9 FEET SOUTH OF A CONCRETE
 AZ0348'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 AZ0348
 AZ0348                          STATION RECOVERY (2001)
 AZ0348
 AZ0348'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1020 ***********************************************************************
 BZ1020  DESIGNATION -  K 292
 BZ1020  PID         -  BZ1020
 BZ1020  STATE/COUNTY-  TX/BOSQUE
 BZ1020  USGS QUAD   -  CLIFTON (1979)
 BZ1020
 BZ1020                         *CURRENT SURVEY CONTROL
 BZ1020  ___________________________________________________________________
 BZ1020* NAD 83(1986)-  31 48 17.     (N)    097 34 52.     (W)     SCALED    
 BZ1020* NAVD 88     -       199.401  (meters)     654.20   (feet)  ADJUSTED  
 BZ1020  ___________________________________________________________________
 BZ1020  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BZ1020  DYNAMIC HT  -         199.149 (meters)     653.37  (feet)  COMP
 BZ1020  MODELED GRAV-     979,372.5   (mgal)                       NAVD 88
 BZ1020
 BZ1020  VERT ORDER  -  SECOND    CLASS 0
 BZ1020
 BZ1020.The horizontal coordinates were scaled from a topographic map and have
 BZ1020.an estimated accuracy of +/- 6 seconds.
 BZ1020
 BZ1020.The orthometric height was determined by differential leveling
 BZ1020.and adjusted by the National Geodetic Survey in June 1991..
 BZ1020
 BZ1020.The geoid height was determined by GEOID03.
 BZ1020
 BZ1020.The dynamic height is computed by dividing the NAVD 88
 BZ1020.geopotential number by the normal gravity value computed on the
 BZ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1020.degrees latitude (g = 980.6199 gals.).
 BZ1020
 BZ1020.The modeled gravity was interpolated from observed gravity values.
 BZ1020
 BZ1020;                    North         East    Units  Estimated Accuracy
 BZ1020;SPC TX C     - 3,240,250.      960,580.      MT  (+/- 180 meters Scaled)
 BZ1020
 BZ1020                          SUPERSEDED SURVEY CONTROL
 BZ1020
 BZ1020  NGVD 29 (??/??/92)  199.364  (m)          654.08   (f) ADJ UNCH    2 0
 BZ1020
 BZ1020.Superseded values are not recommended for survey control.
 BZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1020.See file dsdata.txt to determine how the superseded data were derived.
 BZ1020
 BZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA343196(NAD 83)
 BZ1020_MARKER: DB = BENCH MARK DISK
 BZ1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1020_STAMPING: K 292 1934
 BZ1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1020+STABILITY: SURFACE MOTION
 BZ1020
 BZ1020  HISTORY     - Date     Condition        Report By
 BZ1020  HISTORY     - 1934     MONUMENTED       CGS
 BZ1020  HISTORY     - 1966     MARK NOT FOUND   NGS
 BZ1020
 BZ1020                          STATION DESCRIPTION
 BZ1020
 BZ1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1020'1.7 MI N FROM CLIFTON.
 BZ1020'ABOUT 1.7 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1020'FROM THE STATION AT CLIFTON, BOSQUE COUNTY, 15 FEET NORTH OF MILEPOST
 BZ1020'272, 30 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 1.5 FEET WEST
 BZ1020'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 292 1934, AND
 BZ1020'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE RAIL ROAD TRACKS HAVE
 BZ1020'BEEN REBUILT AT THE SITE OF BENCH MARK, AND THE MILE POST HAS BEEN
 BZ1020'CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0057 ***********************************************************************
 DN0057  DESIGNATION -  K 295
 DN0057  PID         -  DN0057
 DN0057  STATE/COUNTY-  TX/FANNIN
 DN0057  USGS QUAD   -  ECTOR (1984)
 DN0057
 DN0057                         *CURRENT SURVEY CONTROL
 DN0057  ___________________________________________________________________
 DN0057* NAD 83(1986)-  33 35 25.     (N)    096 19 33.     (W)     SCALED    
 DN0057* NAVD 88     -       192.125  (meters)     630.33   (feet)  ADJUSTED  
 DN0057  ___________________________________________________________________
 DN0057  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DN0057  DYNAMIC HT  -         191.919 (meters)     629.65  (feet)  COMP
 DN0057  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DN0057
 DN0057  VERT ORDER  -  SECOND    CLASS 0
 DN0057
 DN0057.The horizontal coordinates were scaled from a topographic map and have
 DN0057.an estimated accuracy of +/- 6 seconds.
 DN0057
 DN0057.The orthometric height was determined by differential leveling
 DN0057.and adjusted by the National Geodetic Survey in June 1991..
 DN0057
 DN0057.The geoid height was determined by GEOID03.
 DN0057
 DN0057.The dynamic height is computed by dividing the NAVD 88
 DN0057.geopotential number by the normal gravity value computed on the
 DN0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0057.degrees latitude (g = 980.6199 gals.).
 DN0057
 DN0057.The modeled gravity was interpolated from observed gravity values.
 DN0057
 DN0057;                    North         East    Units  Estimated Accuracy
 DN0057;SPC TXNC     - 2,215,400.      801,790.      MT  (+/- 180 meters Scaled)
 DN0057
 DN0057                          SUPERSEDED SURVEY CONTROL
 DN0057
 DN0057  NGVD 29 (??/??/92)  192.123  (m)          630.32   (f) ADJ UNCH    2 0
 DN0057
 DN0057.Superseded values are not recommended for survey control.
 DN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0057.See file dsdata.txt to determine how the superseded data were derived.
 DN0057
 DN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC481199(NAD 83)
 DN0057_MARKER: DB = BENCH MARK DISK
 DN0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0057_STAMPING: K 295 1934
 DN0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0057+STABILITY: SURFACE MOTION
 DN0057
 DN0057  HISTORY     - Date     Condition        Report By
 DN0057  HISTORY     - 1934     MONUMENTED       CGS
 DN0057  HISTORY     - 1977     MARK NOT FOUND   USGS
 DN0057  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 DN0057
 DN0057                          STATION DESCRIPTION
 DN0057
 DN0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0057'2.1 MI E FROM SAVOY.
 DN0057'2.1 MI E OF AND ALONG THE T P R R 35 FEET N OF THE CENTER OF THE
 DN0057'TRACK.  ABOUT 250 YARDS E OF MILE POST 137.  48 FEET E OF SECONDARY
 DN0057'ROAD CROSSING RAIL ROAD AT THIS POINT.
 DN0057
 DN0057                          STATION RECOVERY (1977)
 DN0057
 DN0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DN0057'MARK NOT FOUND.
 DN0057
 DN0057                          STATION RECOVERY (1994)
 DN0057
 DN0057'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0132 ***********************************************************************
 CR0132  DESIGNATION -  K 296
 CR0132  PID         -  CR0132
 CR0132  STATE/COUNTY-  TX/RUSK
 CR0132  USGS QUAD   -  PRICE (1973)
 CR0132
 CR0132                         *CURRENT SURVEY CONTROL
 CR0132  ___________________________________________________________________
 CR0132* NAD 83(1986)-  32 14 58.     (N)    094 55 35.     (W)     SCALED    
 CR0132* NAVD 88     -       164.480  (meters)     539.63   (feet)  ADJUSTED  
 CR0132  ___________________________________________________________________
 CR0132  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CR0132  DYNAMIC HT  -         164.288 (meters)     539.00  (feet)  COMP
 CR0132  MODELED GRAV-     979,468.2   (mgal)                       NAVD 88
 CR0132
 CR0132  VERT ORDER  -  SECOND    CLASS 0
 CR0132
 CR0132.The horizontal coordinates were scaled from a topographic map and have
 CR0132.an estimated accuracy of +/- 6 seconds.
 CR0132
 CR0132.The orthometric height was determined by differential leveling
 CR0132.and adjusted by the National Geodetic Survey in June 1991..
 CR0132
 CR0132.The geoid height was determined by GEOID03.
 CR0132
 CR0132.The dynamic height is computed by dividing the NAVD 88
 CR0132.geopotential number by the normal gravity value computed on the
 CR0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0132.degrees latitude (g = 980.6199 gals.).
 CR0132
 CR0132.The modeled gravity was interpolated from observed gravity values.
 CR0132
 CR0132;                    North         East    Units  Estimated Accuracy
 CR0132;SPC TXNC     - 2,070,350.      936,690.      MT  (+/- 180 meters Scaled)
 CR0132
 CR0132                          SUPERSEDED SURVEY CONTROL
 CR0132
 CR0132  NGVD 29 (??/??/92)  164.497  (m)          539.69   (f) ADJ UNCH    2 0
 CR0132
 CR0132.Superseded values are not recommended for survey control.
 CR0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0132.See file dsdata.txt to determine how the superseded data were derived.
 CR0132
 CR0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR185697(NAD 83)
 CR0132_MARKER: DB = BENCH MARK DISK
 CR0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0132_STAMPING: K 296 1934
 CR0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0132+STABILITY: SURFACE MOTION
 CR0132
 CR0132  HISTORY     - Date     Condition        Report By
 CR0132  HISTORY     - 1934     MONUMENTED       CGS
 CR0132  HISTORY     - 1938     GOOD             NGS
 CR0132
 CR0132                          STATION DESCRIPTION
 CR0132
 CR0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0132'4.1 MI SE FROM OVERTON.
 CR0132'4.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CR0132'STATION AT OVERTON, RUSK COUNTY, 0.2 MILE EAST OF AN OILED ROAD
 CR0132'CROSSING THE TRACK, AT A DIRT-ROAD CROSSING, 51 FEET WEST OF THE
 CR0132'CENTERLINE OF THE DIRT ROAD, 24 FEET SOUTH OF THE CENTERLINE OF THE
 CR0132'TRACK, 12 FEET EAST OF A POLE, IN LINE WITH THE ROW OF POLES, AND
 CR0132'ABOUT 2-1/2 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED K 296
 CR0132'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0093 ***********************************************************************
 BY0093  DESIGNATION -  K 297
 BY0093  PID         -  BY0093
 BY0093  STATE/COUNTY-  TX/SHELBY
 BY0093  USGS QUAD   -  TIMPSON (1984)
 BY0093
 BY0093                         *CURRENT SURVEY CONTROL
 BY0093  ___________________________________________________________________
 BY0093* NAD 83(1986)-  31 55 24.     (N)    094 29 23.     (W)     SCALED    
 BY0093* NAVD 88     -       116.141  (meters)     381.04   (feet)  ADJUSTED  
 BY0093  ___________________________________________________________________
 BY0093  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY0093  DYNAMIC HT  -         116.000 (meters)     380.58  (feet)  COMP
 BY0093  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 BY0093
 BY0093  VERT ORDER  -  SECOND    CLASS 0
 BY0093
 BY0093.The horizontal coordinates were scaled from a topographic map and have
 BY0093.an estimated accuracy of +/- 6 seconds.
 BY0093
 BY0093.The orthometric height was determined by differential leveling
 BY0093.and adjusted by the National Geodetic Survey in June 1991..
 BY0093
 BY0093.The geoid height was determined by GEOID03.
 BY0093
 BY0093.The dynamic height is computed by dividing the NAVD 88
 BY0093.geopotential number by the normal gravity value computed on the
 BY0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0093.degrees latitude (g = 980.6199 gals.).
 BY0093
 BY0093.The modeled gravity was interpolated from observed gravity values.
 BY0093
 BY0093;                    North         East    Units  Estimated Accuracy
 BY0093;SPC TX C     - 3,264,690.    1,252,390.      MT  (+/- 180 meters Scaled)
 BY0093
 BY0093                          SUPERSEDED SURVEY CONTROL
 BY0093
 BY0093  NGVD 29 (??/??/92)  116.148  (m)          381.06   (f) ADJ UNCH    2 0
 BY0093
 BY0093.Superseded values are not recommended for survey control.
 BY0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0093.See file dsdata.txt to determine how the superseded data were derived.
 BY0093
 BY0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR591329(NAD 83)
 BY0093_MARKER: DB = BENCH MARK DISK
 BY0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0093_STAMPING: K 297 1934
 BY0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0093+STABILITY: SURFACE MOTION
 BY0093
 BY0093  HISTORY     - Date     Condition        Report By
 BY0093  HISTORY     - 1934     MONUMENTED       CGS
 BY0093  HISTORY     - 1943     GOOD             NGS
 BY0093  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0093
 BY0093                          STATION DESCRIPTION
 BY0093
 BY0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BY0093'6.1 MI NW FROM TIMPSON.
 BY0093'6.1 MILES NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE TEXAS AND NEW
 BY0093'ORLEANS RAILROAD STATION AT TIMPSON, SHELBY COUNTY, AT A
 BY0093'HEAVILY-WOODED AREA ON THE NORTH SIDE OF THE HIGHWAY, 120 FEET EAST OF
 BY0093'A SMALL CULVERT, 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 40
 BY0093'FEET WEST OF A CURVE SIGN, OPPOSITE A TRAIL LEADING SOUTH AND
 BY0093'SOUTHWEST, AND ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 BY0093'DISK, STAMPED K 297 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BY0093
 BY0093                          STATION RECOVERY (1979)
 BY0093
 BY0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0093'THE MARK COULD HAVE BEEN DESTROYED WHEN THE HIGHWAY WAS
 BY0093'RECONSTRUCTED. MARK WAS NOT LOCATED AT THE SITE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0667 ***********************************************************************
 BY0667  DESIGNATION -  K 298
 BY0667  PID         -  BY0667
 BY0667  STATE/COUNTY-  TX/ANGELINA
 BY0667  USGS QUAD   -  CLAWSON (1980)
 BY0667
 BY0667                         *CURRENT SURVEY CONTROL
 BY0667  ___________________________________________________________________
 BY0667* NAD 83(1986)-  31 26 35.     (N)    094 52 07.     (W)     SCALED    
 BY0667* NAVD 88     -        87.79   (+/-2cm)     288.0    (feet)  VERTCON   
 BY0667  ___________________________________________________________________
 BY0667  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY0667
 BY0667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0667
 BY0667.The horizontal coordinates were scaled from a topographic map and have
 BY0667.an estimated accuracy of +/- 6 seconds.
 BY0667
 BY0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0667.The vertical order pertains to the NGVD 29 superseded value.
 BY0667
 BY0667.The geoid height was determined by GEOID03.
 BY0667
 BY0667;                    North         East    Units  Estimated Accuracy
 BY0667;SPC TX C     - 3,209,680.    1,219,220.      MT  (+/- 180 meters Scaled)
 BY0667
 BY0667                          SUPERSEDED SURVEY CONTROL
 BY0667
 BY0667  NGVD 29 (??/??/92)   87.845  (m)          288.20   (f) ADJ UNCH    2 0
 BY0667
 BY0667.Superseded values are not recommended for survey control.
 BY0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0667.See file dsdata.txt to determine how the superseded data were derived.
 BY0667
 BY0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ224802(NAD 83)
 BY0667_MARKER: DB = BENCH MARK DISK
 BY0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0667_STAMPING: K 298 1934
 BY0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0667+STABILITY: SURFACE MOTION
 BY0667
 BY0667  HISTORY     - Date     Condition        Report By
 BY0667  HISTORY     - 1934     MONUMENTED       CGS
 BY0667  HISTORY     - 1947     GOOD             NGS
 BY0667
 BY0667                          STATION DESCRIPTION
 BY0667
 BY0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY0667'0.3 MI SE FROM POLLOCK.
 BY0667'0.3 MILE SOUTHEAST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM
 BY0667'THE POST OFFICE AT POLLOCK, ABOUT 150 FEET NORTHWEST OF AND ACROSS THE
 BY0667'TRACK FROM MILEPOST 624-25, 145.0 FEET NORTH OF THE NORTH CORNER OF A
 BY0667'FARMHOUSE, 40.6 FEET SOUTHWEST OF AND ABOUT 2.0 FEET LOWER THAN THE
 BY0667'SOUTHWEST RAIL OF THE TRACK, 21.0 FEET NORTHEAST OF THE CENTER LINE OF
 BY0667'A ROAD PARALLELING THE TRACK, 2.5 FEET NORTHWEST OF A TELEPHONE POLE,
 BY0667'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.3 FOOT ABOVE
 BY0667'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0105 ***********************************************************************
 BY0105  DESIGNATION -  K 299
 BY0105  PID         -  BY0105
 BY0105  STATE/COUNTY-  TX/NACOGDOCHES
 BY0105  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0105
 BY0105                         *CURRENT SURVEY CONTROL
 BY0105  ___________________________________________________________________
 BY0105* NAD 83(1986)-  31 30 26.     (N)    094 19 14.     (W)     SCALED    
 BY0105* NAVD 88     -        73.96   (+/-2cm)     242.7    (feet)  VERTCON   
 BY0105  ___________________________________________________________________
 BY0105  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BY0105
 BY0105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0105
 BY0105.The horizontal coordinates were scaled from a topographic map and have
 BY0105.an estimated accuracy of +/- 6 seconds.
 BY0105
 BY0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0105.The vertical order pertains to the NGVD 29 superseded value.
 BY0105
 BY0105.The geoid height was determined by GEOID03.
 BY0105
 BY0105;                    North         East    Units  Estimated Accuracy
 BY0105;SPC TX C     - 3,219,470.    1,270,860.      MT  (+/- 180 meters Scaled)
 BY0105
 BY0105                          SUPERSEDED SURVEY CONTROL
 BY0105
 BY0105  NGVD 29 (??/??/92)   74.002  (m)          242.79   (f) ADJ UNCH    2 0
 BY0105
 BY0105.Superseded values are not recommended for survey control.
 BY0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0105.See file dsdata.txt to determine how the superseded data were derived.
 BY0105
 BY0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ745865(NAD 83)
 BY0105_MARKER: DB = BENCH MARK DISK
 BY0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0105_STAMPING: K 299 1934
 BY0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0105+STABILITY: SURFACE MOTION
 BY0105
 BY0105  HISTORY     - Date     Condition        Report By
 BY0105  HISTORY     - 1934     MONUMENTED       CGS
 BY0105  HISTORY     - 1952     GOOD             NGS
 BY0105  HISTORY     - 1980     GOOD             USGS
 BY0105  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0105
 BY0105                          STATION DESCRIPTION
 BY0105
 BY0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0105'2.15 MI E FROM CHIRENO.
 BY0105'2.15 MILES EAST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH THE
 BY0105'BUSINESS ROUTE OF STATE HIGHWAY 21 AT CHIRENO, 0.35 MILE EAST OF A
 BY0105'JUNCTION WITH A DIRT ROAD LEADING SOUTH, ACROSS THE HIGHWAY FROM AN
 BY0105'UNPAINTED FARMHOUSE, 98.8 FEET SOUTH OF A LARGE OAK TREE, 29 FEET
 BY0105'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTHEAST OF A
 BY0105'FENCE, 1.3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 BY0105'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BY0105
 BY0105                          STATION RECOVERY (1980)
 BY0105
 BY0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0105'2.15 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 BY0105'CHIRENO, 0.25 MILE EAST OF A INTERSECTION WITH A NORTH SOUTH ROAD, TO
 BY0105'A Y-JCT. OF THE OLD HIGHWAY LEADING EAST (LEFT) FROM HIGHWAY 21,
 BY0105'THENCE 0.15 MILE EAST ALONG THE OLD HIGHWAY, 98.8 FEET SOUTH OF A
 BY0105'LARGE OAK TREE, 29 FEET SOUTHWEST OF THE OLD HWY AT A TWIN TREE, AND
 BY0105'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FEET ABOVE THE
 BY0105'GROUND.
 BY0105
 BY0105                          STATION RECOVERY (1998)
 BY0105
 BY0105'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0133 ***********************************************************************
 AB0133  DESIGNATION -  K 3
 AB0133  PID         -  AB0133
 AB0133  STATE/COUNTY-  TX/CAMERON
 AB0133  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0133
 AB0133                         *CURRENT SURVEY CONTROL
 AB0133  ___________________________________________________________________
 AB0133* NAD 83(1986)-  25 55 40.     (N)    097 29 19.     (W)     SCALED    
 AB0133* NAVD 88     -         7.587  (meters)      24.89   (feet)  ADJUSTED  
 AB0133  ___________________________________________________________________
 AB0133  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AB0133  DYNAMIC HT  -           7.575 (meters)      24.85  (feet)  COMP
 AB0133  MODELED GRAV-     979,027.9   (mgal)                       NAVD 88
 AB0133
 AB0133  VERT ORDER  -  FIRST     CLASS II
 AB0133
 AB0133.The horizontal coordinates were scaled from a topographic map and have
 AB0133.an estimated accuracy of +/- 6 seconds.
 AB0133
 AB0133.The orthometric height was determined by differential leveling
 AB0133.and adjusted by the National Geodetic Survey in June 1991..
 AB0133
 AB0133.The geoid height was determined by GEOID03.
 AB0133
 AB0133.The dynamic height is computed by dividing the NAVD 88
 AB0133.geopotential number by the normal gravity value computed on the
 AB0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0133.degrees latitude (g = 980.6199 gals.).
 AB0133
 AB0133.The modeled gravity was interpolated from observed gravity values.
 AB0133
 AB0133;                    North         East    Units  Estimated Accuracy
 AB0133;SPC TX S     - 5,029,340.      401,330.      MT  (+/- 180 meters Scaled)
 AB0133
 AB0133                          SUPERSEDED SURVEY CONTROL
 AB0133
 AB0133  NGVD 29 (??/??/92)    7.669  (m)           25.16   (f) ADJ UNCH    1 2
 AB0133
 AB0133.Superseded values are not recommended for survey control.
 AB0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0133.See file dsdata.txt to determine how the superseded data were derived.
 AB0133
 AB0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP513685(NAD 83)
 AB0133_MARKER: DD = SURVEY DISK
 AB0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0133_SP_SET: CULVERT
 AB0133_STAMPING: K 3 24.94
 AB0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0133
 AB0133  HISTORY     - Date     Condition        Report By
 AB0133  HISTORY     - UNK      MONUMENTED
 AB0133  HISTORY     - 1951     GOOD             NGS
 AB0133  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0133  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0133
 AB0133                          STATION DESCRIPTION
 AB0133
 AB0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0133'0.9 MI N FROM BROWNSVILLE.
 AB0133'0.9 MILE NORTH ALONG PAREDES LINE ROAD (LOS FRESNOS ROAD) FROM THE
 AB0133'INTERSECTION OF STATE HIGHWAY 48 (BOCA CHICA BOULEVARD) AT
 AB0133'BROWNSVILLE, CAMERON COUNTY, 24 FEET WEST OF AND 3 FEET LOWER THAN THE
 AB0133'CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 AB0133'THE TOP OF THE WEST HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED
 AB0133'K 3 24.94.
 AB0133
 AB0133                          STATION RECOVERY (1987)
 AB0133
 AB0133'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0133'MARK NOT FOUND.
 AB0133
 AB0133                          STATION RECOVERY (1990)
 AB0133
 AB0133'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0279 ***********************************************************************
 AB0279  DESIGNATION -  K 30
 AB0279  PID         -  AB0279
 AB0279  STATE/COUNTY-  TX/CAMERON
 AB0279  USGS QUAD   -  LOS FRESNOS (1983)
 AB0279
 AB0279                         *CURRENT SURVEY CONTROL
 AB0279  ___________________________________________________________________
 AB0279* NAD 83(1986)-  26 05 45.     (N)    097 28 27.     (W)     SCALED    
 AB0279* NAVD 88     -         6.217  (meters)      20.40   (feet)  POSTED    
 AB0279  ___________________________________________________________________
 AB0279  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 AB0279  DYNAMIC HT  -           6.210 (meters)      20.37  (feet)  COMP
 AB0279  MODELED GRAV-     979,045.3   (mgal)                       NAVD 88
 AB0279
 AB0279  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0279
 AB0279.The horizontal coordinates were scaled from a topographic map and have
 AB0279.an estimated accuracy of +/- 6 seconds.
 AB0279
 AB0279.The orthometric height was determined by differential leveling
 AB0279.and adjusted by the National Geodetic Survey in 1992..
 AB0279.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0279.rate of 3.1 thru 4.0 mm/km.
 AB0279
 AB0279.The geoid height was determined by GEOID03.
 AB0279
 AB0279.The dynamic height is computed by dividing the NAVD 88
 AB0279.geopotential number by the normal gravity value computed on the
 AB0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0279.degrees latitude (g = 980.6199 gals.).
 AB0279
 AB0279.The modeled gravity was interpolated from observed gravity values.
 AB0279
 AB0279;                    North         East    Units  Estimated Accuracy
 AB0279;SPC TX S     - 5,047,970.      402,620.      MT  (+/- 180 meters Scaled)
 AB0279
 AB0279                          SUPERSEDED SURVEY CONTROL
 AB0279
 AB0279  NGVD 29 (??/??/92)    6.320  (m)           20.73   (f) ADJ UNCH    2 0
 AB0279
 AB0279.Superseded values are not recommended for survey control.
 AB0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0279.See file dsdata.txt to determine how the superseded data were derived.
 AB0279
 AB0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP525871(NAD 83)
 AB0279_MARKER: DD = SURVEY DISK
 AB0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0279_SP_SET: CULVERT
 AB0279_STAMPING: K 30 20.52
 AB0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0279
 AB0279  HISTORY     - Date     Condition        Report By
 AB0279  HISTORY     - UNK      MONUMENTED
 AB0279  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0279  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0279
 AB0279                          STATION DESCRIPTION
 AB0279
 AB0279'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0279'1.6 MI N FROM LOS FRESNOS.
 AB0279'1.6 MILES NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0279'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, 27 FEET WEST OF AND 4 FEET
 AB0279'LOWER THAN THE CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT IN THE
 AB0279'CENTER OF A FILL, AND IN THE CENTER OF THE TOP OF THE WEST HEADWALL. A
 AB0279'CAMERON COUNTY STANDARD DISK, STAMPED K 30 20.52. NOTE-- THE ROAD IS
 AB0279'IMPROVED AND THE HEADWALL IS EITHER REMOVED OR IS BURIED UNDER THE
 AB0279'EDGE OF THE ROAD.
 AB0279
 AB0279                          STATION RECOVERY (1987)
 AB0279
 AB0279'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0264 ***********************************************************************
 AZ0264  DESIGNATION -  K 30
 AZ0264  PID         -  AZ0264
 AZ0264  STATE/COUNTY-  TX/VAL VERDE
 AZ0264  USGS QUAD   -  COMSTOCK (1972)
 AZ0264
 AZ0264                         *CURRENT SURVEY CONTROL
 AZ0264  ___________________________________________________________________
 AZ0264* NAD 83(1986)-  29 38 41.     (N)    101 09 09.     (W)     SCALED    
 AZ0264* NAVD 88     -       450.299  (meters)    1477.36   (feet)  POSTED    
 AZ0264  ___________________________________________________________________
 AZ0264  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AZ0264  DYNAMIC HT  -         449.640 (meters)    1475.19  (feet)  COMP
 AZ0264  MODELED GRAV-     979,171.0   (mgal)                       NAVD 88
 AZ0264
 AZ0264  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AZ0264
 AZ0264.The horizontal coordinates were scaled from a topographic map and have
 AZ0264.an estimated accuracy of +/- 6 seconds.
 AZ0264
 AZ0264.The orthometric height was determined by differential leveling
 AZ0264.and adjusted by the National Geodetic Survey in 1992..
 AZ0264.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AZ0264.rate of 1.1 thru 2.0 mm/km.
 AZ0264
 AZ0264.The geoid height was determined by GEOID03.
 AZ0264
 AZ0264.The dynamic height is computed by dividing the NAVD 88
 AZ0264.geopotential number by the normal gravity value computed on the
 AZ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0264.degrees latitude (g = 980.6199 gals.).
 AZ0264
 AZ0264.The modeled gravity was interpolated from observed gravity values.
 AZ0264
 AZ0264;                    North         East    Units  Estimated Accuracy
 AZ0264;SPC TXSC     - 4,202,670.      391,620.      MT  (+/- 180 meters Scaled)
 AZ0264
 AZ0264                          SUPERSEDED SURVEY CONTROL
 AZ0264
 AZ0264.No superseded survey control is available for this station.
 AZ0264
 AZ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT916813(NAD 83)
 AZ0264_MARKER: DB = BENCH MARK DISK
 AZ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0264_STAMPING: K 30 1917 1477.05
 AZ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0264+STABILITY: SURFACE MOTION
 AZ0264
 AZ0264  HISTORY     - Date     Condition        Report By
 AZ0264  HISTORY     - 1917     MONUMENTED       CGS
 AZ0264  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0264
 AZ0264                          STATION DESCRIPTION
 AZ0264
 AZ0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0264'1.3 MI W FROM CABRA.
 AZ0264'ABOUT 1.3 MILES WEST OF CABRA, VALVERDE COUNTY, ON THE SOUTHERN
 AZ0264'PACIFIC RAILROAD, 3 TELEGRAPH POLES WEST OF MILEPOST 410, AND ABOUT 50
 AZ0264'FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED K 30 1917 1477.05,
 AZ0264'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE TRACK HAS BEEN
 AZ0264'CHANGED AT THE LOCATION OF THIS MARK AND THE LOCATION OF MILEPOST 410
 AZ0264'COULD NOT BE DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0234 ***********************************************************************
 BZ0234  DESIGNATION -  K 300 RESET 1958
 BZ0234  PID         -  BZ0234
 BZ0234  STATE/COUNTY-  TX/FREESTONE
 BZ0234  USGS QUAD   -  TURLINGTON (1982)
 BZ0234
 BZ0234                         *CURRENT SURVEY CONTROL
 BZ0234  ___________________________________________________________________
 BZ0234* NAD 83(1986)-  31 41 01.     (N)    096 01 41.     (W)     SCALED    
 BZ0234* NAVD 88     -       150.11   (+/-2cm)     492.5    (feet)  VERTCON   
 BZ0234  ___________________________________________________________________
 BZ0234  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 BZ0234
 BZ0234  VERT ORDER  -  THIRD (See Below)
 BZ0234
 BZ0234.The horizontal coordinates were scaled from a topographic map and have
 BZ0234.an estimated accuracy of +/- 6 seconds.
 BZ0234
 BZ0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0234.The vertical order pertains to the NGVD 29 superseded value.
 BZ0234
 BZ0234.The geoid height was determined by GEOID03.
 BZ0234
 BZ0234;                    North         East    Units  Estimated Accuracy
 BZ0234;SPC TX C     - 3,231,490.    1,108,090.      MT  (+/- 180 meters Scaled)
 BZ0234
 BZ0234                          SUPERSEDED SURVEY CONTROL
 BZ0234
 BZ0234  NGVD 29 (??/??/??)  150.10   (m)          492.5    (f) RESET       3  
 BZ0234
 BZ0234.Superseded values are not recommended for survey control.
 BZ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0234.See file dsdata.txt to determine how the superseded data were derived.
 BZ0234
 BZ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA817092(NAD 83)
 BZ0234_MARKER: DB = BENCH MARK DISK
 BZ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0234_STAMPING: K 300 RESET 1958
 BZ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0234+STABILITY: SURFACE MOTION
 BZ0234
 BZ0234  HISTORY     - Date     Condition        Report By
 BZ0234  HISTORY     - 1958     MONUMENTED       CGS
 BZ0234
 BZ0234                          STATION DESCRIPTION
 BZ0234
 BZ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BZ0234'8.1 MI SE FROM FAIRFIELD.
 BZ0234'ABOUT 8.1 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.84 FROM THE COURT
 BZ0234'HOUSE IN FAIRFIELD, 1.7 MILES EAST OF THE JUNCTION OF F.M. ROAD 1364,
 BZ0234'ABOUT 126 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND HIGHWAY
 BZ0234'SURVEY STA. NO. 1535 + 55, ALONG A RED SHALE SLOPE, 5 FEET WEST OF A
 BZ0234'NORTH-SOUTH FENCE, 50 FEET SOUTH OF A POWER LINE AND ABOUT 100 YARDS
 BZ0234'NORTHEAST OF A CREEK AND CULVERT.  A STANDARD DISK STAMPED K 300 RESET
 BZ0234'1958 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2120 ***********************************************************************
 BX2120  DESIGNATION -  K 302
 BX2120  PID         -  BX2120
 BX2120  STATE/COUNTY-  TX/NEWTON
 BX2120  USGS QUAD   -  WIERGATE (1985)
 BX2120
 BX2120                         *CURRENT SURVEY CONTROL
 BX2120  ___________________________________________________________________
 BX2120* NAD 83(1986)-  31 00 13.     (N)    093 41 16.     (W)     SCALED    
 BX2120* NAVD 88     -        63.13   (+/-2cm)     207.1    (feet)  VERTCON   
 BX2120  ___________________________________________________________________
 BX2120  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BX2120
 BX2120  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2120
 BX2120.The horizontal coordinates were scaled from a topographic map and have
 BX2120.an estimated accuracy of +/- 6 seconds.
 BX2120
 BX2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2120.The vertical order pertains to the NGVD 29 superseded value.
 BX2120
 BX2120.The geoid height was determined by GEOID03.
 BX2120
 BX2120;                    North         East    Units  Estimated Accuracy
 BX2120;SPC TX C     - 3,167,160.    1,334,200.      MT  (+/- 180 meters Scaled)
 BX2120
 BX2120                          SUPERSEDED SURVEY CONTROL
 BX2120
 BX2120  NGVD 29 (??/??/??)   63.186  (m)          207.30   (f) ADJUSTED    2 0
 BX2120
 BX2120.Superseded values are not recommended for survey control.
 BX2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2120.See file dsdata.txt to determine how the superseded data were derived.
 BX2120
 BX2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ343302(NAD 83)
 BX2120_MARKER: DB = BENCH MARK DISK
 BX2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2120_STAMPING: K 302 1935
 BX2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2120+STABILITY: SURFACE MOTION
 BX2120
 BX2120  HISTORY     - Date     Condition        Report By
 BX2120  HISTORY     - 1935     MONUMENTED       CGS
 BX2120  HISTORY     - 1956     GOOD             CGS
 BX2120
 BX2120                          STATION DESCRIPTION
 BX2120
 BX2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BX2120'1.2 MI NW FROM BURKEVILLE.
 BX2120'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM BURKEVILLE, 230 FEET
 BX2120'EAST OF THE CREST OF A HILL, NEAR A HOUSE, 18 FEET WEST AND 29 FEET
 BX2120'SOUTH OF A DRIVE LEADING NORTH TO THE HOUSE, 11 FEET NORTH OF THE
 BX2120'HOUSE, AND 1.5 FEET NORTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0988 ***********************************************************************
 BY0988  DESIGNATION -  K 303
 BY0988  PID         -  BY0988
 BY0988  STATE/COUNTY-  TX/ANGELINA
 BY0988  USGS QUAD   -  HUNTINGTON (1980)
 BY0988
 BY0988                         *CURRENT SURVEY CONTROL
 BY0988  ___________________________________________________________________
 BY0988* NAD 83(1986)-  31 16 56.     (N)    094 34 22.     (W)     SCALED    
 BY0988* NAVD 88     -        94.53   (+/-2cm)     310.1    (feet)  VERTCON   
 BY0988  ___________________________________________________________________
 BY0988  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BY0988
 BY0988  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0988
 BY0988.The horizontal coordinates were scaled from a topographic map and have
 BY0988.an estimated accuracy of +/- 6 seconds.
 BY0988
 BY0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0988.The vertical order pertains to the NGVD 29 superseded value.
 BY0988
 BY0988.The geoid height was determined by GEOID03.
 BY0988
 BY0988;                    North         East    Units  Estimated Accuracy
 BY0988;SPC TX C     - 3,193,290.    1,248,230.      MT  (+/- 180 meters Scaled)
 BY0988
 BY0988                          SUPERSEDED SURVEY CONTROL
 BY0988
 BY0988  NGVD 29 (??/??/92)   94.568  (m)          310.26   (f) ADJ UNCH    2 0
 BY0988
 BY0988.Superseded values are not recommended for survey control.
 BY0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0988.See file dsdata.txt to determine how the superseded data were derived.
 BY0988
 BY0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ502619(NAD 83)
 BY0988_MARKER: DB = BENCH MARK DISK
 BY0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0988_STAMPING: K 303 1934
 BY0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0988+STABILITY: SURFACE MOTION
 BY0988
 BY0988  HISTORY     - Date     Condition        Report By
 BY0988  HISTORY     - 1934     MONUMENTED       CGS
 BY0988  HISTORY     - 1952     GOOD             NGS
 BY0988
 BY0988                          STATION DESCRIPTION
 BY0988
 BY0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0988'IN HUNTINGTON.
 BY0988'AT HUNTINGTON, 92 FEET EAST OF THE EAST CORNER OF THE TEXAS AND NEW
 BY0988'ORLEANS RAILROAD STATION PLATFORM, 50 FEET NORTHEAST OF THE NORTHEAST
 BY0988'CORNER OF A LOADING PLATFORM, 16 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 BY0988'OF THE MAIN TRACK, 1.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 BY0988'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0020 ***********************************************************************
 BL0020  DESIGNATION -  K 304
 BL0020  PID         -  BL0020
 BL0020  STATE/COUNTY-  TX/TYLER
 BL0020  USGS QUAD   -  HILLISTER (1984)
 BL0020
 BL0020                         *CURRENT SURVEY CONTROL
 BL0020  ___________________________________________________________________
 BL0020* NAD 83(1986)-  30 39 54.     (N)    094 23 02.     (W)     SCALED    
 BL0020* NAVD 88     -        53.23   (+/-2cm)     174.6    (feet)  VERTCON   
 BL0020  ___________________________________________________________________
 BL0020  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BL0020
 BL0020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0020
 BL0020.The horizontal coordinates were scaled from a topographic map and have
 BL0020.an estimated accuracy of +/- 6 seconds.
 BL0020
 BL0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0020.The vertical order pertains to the NGVD 29 superseded value.
 BL0020
 BL0020.The geoid height was determined by GEOID03.
 BL0020
 BL0020;                    North         East    Units  Estimated Accuracy
 BL0020;SPC TX C     - 3,125,910.    1,269,840.      MT  (+/- 180 meters Scaled)
 BL0020
 BL0020                          SUPERSEDED SURVEY CONTROL
 BL0020
 BL0020  NGVD 29 (??/??/92)   53.224  (m)          174.62   (f) ADJ UNCH    2 0
 BL0020
 BL0020.Superseded values are not recommended for survey control.
 BL0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0020.See file dsdata.txt to determine how the superseded data were derived.
 BL0020
 BL0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP674932(NAD 83)
 BL0020_MARKER: DB = BENCH MARK DISK
 BL0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0020_STAMPING: K 304 1934
 BL0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0020+STABILITY: SURFACE MOTION
 BL0020
 BL0020  HISTORY     - Date     Condition        Report By
 BL0020  HISTORY     - 1934     MONUMENTED       CGS
 BL0020  HISTORY     - 1954     MARK NOT FOUND   USGS
 BL0020
 BL0020                          STATION DESCRIPTION
 BL0020
 BL0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0020'8.2 MI S FROM WOODVILLE.
 BL0020'8.2 MI S OF AND ALONG THE S P R R ABOUT 0.25 MILE S OF HILLISTER
 BL0020'SWITCH.  100 YARDS SW OF S END OF THE SWITCH.  13 YARDS NW OF CENTER
 BL0020'OF TRACK.  25 YARDS NE OF DEEP CUT.  18 YARDS SE OF CENTER OF COUNTRY
 BL0020'ROAD.
 BL0020
 BL0020                          STATION RECOVERY (1954)
 BL0020
 BL0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 BL0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4438 ***********************************************************************
 AW4438  DESIGNATION -  K 306
 AW4438  PID         -  AW4438
 AW4438  STATE/COUNTY-  TX/FORT BEND
 AW4438  USGS QUAD   -  THOMPSONS (1980)
 AW4438
 AW4438                         *CURRENT SURVEY CONTROL
 AW4438  ___________________________________________________________________
 AW4438* NAD 83(1986)-  29 29 55.     (N)    095 33 18.     (W)     SCALED    
 AW4438* NAVD 88     -        18.652  (meters)      61.19   (feet)  ADJUSTED  
 AW4438  ___________________________________________________________________
 AW4438  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4438  DYNAMIC HT  -          18.627 (meters)      61.11  (feet)  COMP
 AW4438  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 AW4438
 AW4438  VERT ORDER  -  FIRST     CLASS II
 AW4438
 AW4438.The horizontal coordinates were scaled from a topographic map and have
 AW4438.an estimated accuracy of +/- 6 seconds.
 AW4438
 AW4438.The orthometric height was determined by differential leveling
 AW4438.and adjusted by the National Geodetic Survey in June 1991..
 AW4438
 AW4438.The geoid height was determined by GEOID03.
 AW4438
 AW4438.The dynamic height is computed by dividing the NAVD 88
 AW4438.geopotential number by the normal gravity value computed on the
 AW4438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4438.degrees latitude (g = 980.6199 gals.).
 AW4438
 AW4438.The modeled gravity was interpolated from observed gravity values.
 AW4438
 AW4438;                    North         East    Units  Estimated Accuracy
 AW4438;SPC TXSC     - 4,189,480.      933,960.      MT  (+/- 180 meters Scaled)
 AW4438
 AW4438                          SUPERSEDED SURVEY CONTROL
 AW4438
 AW4438  NGVD 29 (12/23/87)   18.649  (m)           61.18   (f) ADJUSTED    1 2
 AW4438
 AW4438.Superseded values are not recommended for survey control.
 AW4438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4438.See file dsdata.txt to determine how the superseded data were derived.
 AW4438
 AW4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN523659(NAD 83)
 AW4438_MARKER: DB = BENCH MARK DISK
 AW4438_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW4438_SP_SET: BRIDGE ABUTMENT
 AW4438_STAMPING: K 306 1935
 AW4438_MARK LOGO: CGS   
 AW4438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4438
 AW4438  HISTORY     - Date     Condition        Report By
 AW4438  HISTORY     - 1935     MONUMENTED       CGS
 AW4438  HISTORY     - 1973     GOOD             NGS
 AW4438  HISTORY     - 1987     GOOD             NGS
 AW4438  HISTORY     - 19960622 GOOD             USPSQD
 AW4438  HISTORY     - 19980118 MARK NOT FOUND   USPSQD
 AW4438
 AW4438                          STATION DESCRIPTION
 AW4438
 AW4438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4438'1.95 MI E FROM THOMPSONS.
 AW4438'1.95 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4438'THE STATION AT THOMPSONS, 0.4 MILE EAST OF THE CROSSING OF A ROAD, IN
 AW4438'THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A STEEL
 AW4438'TRUSS BRIDGE OVER BRAZOS RIVER, 9.0 FEET SOUTH OF THE SOUTH RAIL, AND
 AW4438'ABOUT 8 FEET LOWER THAN THE TRACK.
 AW4438
 AW4438                          STATION RECOVERY (1987)
 AW4438
 AW4438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4438'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW4438'OMIT--1.95 MI EAST ALONG THE ATCHISON-TOPEKA-SANTA FE RAILWAY FROM THE
 AW4438'STATION IN THOMPSONS, ADD--3.1 KM (1.95 MI) EAST ALONG THE
 AW4438'ATCHISON-TOPEKA-SANTA FE RAILWAY FROM THE POST OFFICE IN THOMPSONS.
 AW4438
 AW4438                          STATION RECOVERY (1996)
 AW4438
 AW4438'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4438'RECOVERED IN GOOD CONDITION.
 AW4438
 AW4438                          STATION RECOVERY (1998)
 AW4438
 AW4438'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0325 ***********************************************************************
 AX0325  DESIGNATION -  K 307
 AX0325  PID         -  AX0325
 AX0325  STATE/COUNTY-  TX/WHARTON
 AX0325  USGS QUAD   -  PIERCE (1980)
 AX0325
 AX0325                         *CURRENT SURVEY CONTROL
 AX0325  ___________________________________________________________________
 AX0325* NAD 83(1986)-  29 14 10.     (N)    096 12 12.     (W)     SCALED    
 AX0325* NAVD 88     -        31.05   (+/-2cm)     101.9    (feet)  VERTCON   
 AX0325  ___________________________________________________________________
 AX0325  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0325
 AX0325  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0325
 AX0325.The horizontal coordinates were scaled from a topographic map and have
 AX0325.an estimated accuracy of +/- 6 seconds.
 AX0325
 AX0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0325.The vertical order pertains to the NGVD 29 superseded value.
 AX0325
 AX0325.The geoid height was determined by GEOID03.
 AX0325
 AX0325;                    North         East    Units  Estimated Accuracy
 AX0325;SPC TXSC     - 4,158,720.      871,820.      MT  (+/- 180 meters Scaled)
 AX0325
 AX0325                          SUPERSEDED SURVEY CONTROL
 AX0325
 AX0325  NGVD 29 (??/??/92)   31.059  (m)          101.90   (f) ADJ UNCH    2 0
 AX0325
 AX0325.Superseded values are not recommended for survey control.
 AX0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0325.See file dsdata.txt to determine how the superseded data were derived.
 AX0325
 AX0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT718373(NAD 83)
 AX0325_MARKER: DB = BENCH MARK DISK
 AX0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0325_STAMPING: K 307 1935
 AX0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0325+STABILITY: SURFACE MOTION
 AX0325
 AX0325  HISTORY     - Date     Condition        Report By
 AX0325  HISTORY     - 1935     MONUMENTED       CGS
 AX0325  HISTORY     - 1952     MARK NOT FOUND   NGS
 AX0325  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0325
 AX0325                          STATION DESCRIPTION
 AX0325
 AX0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0325'4 8 MI NE FROM EL CAMPO.
 AX0325'4.8 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0325'STATION AT EL CAMPO, WHARTON CJOUNTY, 0.2 MILE SOUTHWEST OF THE
 AX0325'STATION AT PIERCE, 100 FEET SOUTHWEST OF MILEPOST 34,IN LINE WITH
 AX0325'CATTLE GUARD 34 A , 32 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK,
 AX0325'NEAR THE RIGHT-OF-WAY FENCE CORNER, 3 FEET WEST OF A WHITE WOODEN
 AX0325'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 AX0325'STAMPED K 307 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX0325'0.5 FOOT ABOVE GROUND.
 AX0325
 AX0325                          STATION RECOVERY (1952)
 AX0325
 AX0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AX0325'MARK NOT FOUND.
 AX0325
 AX0325                          STATION RECOVERY (1987)
 AX0325
 AX0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0325'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0317 ***********************************************************************
 BL0317  DESIGNATION -  K 308
 BL0317  PID         -  BL0317
 BL0317  STATE/COUNTY-  TX/JASPER
 BL0317  USGS QUAD   -  EVADALE (1984)
 BL0317
 BL0317                         *CURRENT SURVEY CONTROL
 BL0317  ___________________________________________________________________
 BL0317* NAD 83(1986)-  30 20 54.     (N)    094 04 55.     (W)     SCALED    
 BL0317* NAVD 88     -        11.67   (+/-2cm)      38.3    (feet)  VERTCON   
 BL0317  ___________________________________________________________________
 BL0317  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0317
 BL0317  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0317
 BL0317.The horizontal coordinates were scaled from a topographic map and have
 BL0317.an estimated accuracy of +/- 6 seconds.
 BL0317
 BL0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0317.The vertical order pertains to the NGVD 29 superseded value.
 BL0317
 BL0317.The geoid height was determined by GEOID03.
 BL0317
 BL0317;                    North         East    Units  Estimated Accuracy
 BL0317;SPC TX C     - 3,092,450.    1,300,710.      MT  (+/- 180 meters Scaled)
 BL0317
 BL0317                          SUPERSEDED SURVEY CONTROL
 BL0317
 BL0317  NGVD 29 (??/??/92)   11.651  (m)           38.23   (f) ADJ UNCH    2 0
 BL0317
 BL0317.Superseded values are not recommended for survey control.
 BL0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0317.See file dsdata.txt to determine how the superseded data were derived.
 BL0317
 BL0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP960578(NAD 83)
 BL0317_MARKER: DB = BENCH MARK DISK
 BL0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0317_STAMPING: K 308 1934
 BL0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0317+STABILITY: SURFACE MOTION
 BL0317
 BL0317  HISTORY     - Date     Condition        Report By
 BL0317  HISTORY     - 1934     MONUMENTED       CGS
 BL0317  HISTORY     - 1935     GOOD             NGS
 BL0317  HISTORY     - 1977     MARK NOT FOUND   NGS
 BL0317
 BL0317                          STATION DESCRIPTION
 BL0317
 BL0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BL0317'5.9 MI NE FROM SILSBEE.
 BL0317'IN JASPER COUNTY, 5.9 MILES NORTHEAST ALONG THE GULF, COLORADO AND
 BL0317'SANTA FE RAILWAY FROM THE STATION AT SILSBEE, HARDIN COUNTY, 186 FEET
 BL0317'WEST OF THE STATION AT EVADALE, 0.5 MILE WEST OF MILEPOST 27, 510 FEET
 BL0317'EAST OF BRIDGE 24 B, 22 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 BL0317'AT A FENCE CORNER.  A STATE SURVEY STANDARD DISK, STAMPED K 308 1934
 BL0317'AND SET IN THE TOP OF A CONCRETE POST.
 BL0317
 BL0317                          STATION RECOVERY (1977)
 BL0317
 BL0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BL0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0279 ***********************************************************************
 BL0279  DESIGNATION -  K 309
 BL0279  PID         -  BL0279
 BL0279  STATE/COUNTY-  TX/JEFFERSON
 BL0279  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0279
 BL0279                         *CURRENT SURVEY CONTROL
 BL0279  ___________________________________________________________________
 BL0279* NAD 83(1986)-  30 01 03.     (N)    094 10 08.     (W)     SCALED    
 BL0279* NAVD 88     -         4.91   (+/-2cm)      16.1    (feet)  VERTCON   
 BL0279  ___________________________________________________________________
 BL0279  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL0279
 BL0279  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0279
 BL0279.The horizontal coordinates were scaled from a topographic map and have
 BL0279.an estimated accuracy of +/- 6 seconds.
 BL0279
 BL0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0279.The vertical order pertains to the NGVD 29 superseded value.
 BL0279
 BL0279.The geoid height was determined by GEOID03.
 BL0279
 BL0279;                    North         East    Units  Estimated Accuracy
 BL0279;SPC TXSC     - 4,251,690.    1,065,890.      MT  (+/- 180 meters Scaled)
 BL0279
 BL0279                          SUPERSEDED SURVEY CONTROL
 BL0279
 BL0279  NGVD 29 (??/??/92)    4.920  (m)           16.14   (f) ADJ UNCH    1 2
 BL0279
 BL0279.Superseded values are not recommended for survey control.
 BL0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0279.See file dsdata.txt to determine how the superseded data were derived.
 BL0279
 BL0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP872213(NAD 83)
 BL0279_MARKER: DB = BENCH MARK DISK
 BL0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0279_SP_SET: CONCRETE POST
 BL0279_STAMPING: K 309 1935
 BL0279_MARK LOGO: CGS   
 BL0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0279+STABILITY: SURFACE MOTION
 BL0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL0279+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 BL0279
 BL0279  HISTORY     - Date     Condition        Report By
 BL0279  HISTORY     - 1935     MONUMENTED       CGS
 BL0279  HISTORY     - 1958     GOOD             NGS
 BL0279  HISTORY     - 1988     GOOD             USPSQD
 BL0279  HISTORY     - 19890221 GOOD             USPSQD
 BL0279  HISTORY     - 19891218 GOOD             MERRIC
 BL0279  HISTORY     - 19930127 GOOD             USPSQD
 BL0279  HISTORY     - 20040728 GOOD             DEWDAV
 BL0279  HISTORY     - 20041031 MARK NOT FOUND   USPSQD
 BL0279
 BL0279                          STATION DESCRIPTION
 BL0279
 BL0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BL0279'2.9 MI NE FROM CHEEK.
 BL0279'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 124 FROM THE ELEMENTARY SCHOOL
 BL0279'AT CHEEK, 2 POLES NORTHEAST OF THE GULF, COLORADO AND SANTA FE
 BL0279'RAILROAD MILEPOST 71, 152 FEET NORTHWEST AND ACROSS THE TRACKS FROM
 BL0279'THE CENTER LINE OF THE HIGHWAY, 45 1/2 FEET NORTHWEST OF THE NORTHWEST
 BL0279'RAIL, 38 FEET NORTHEAST OF THE CENTER LINE OF A SHELL ROAD LEADING
 BL0279'NORTHWEST, 6 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 4 1/2 FEET NORTH
 BL0279'OF A FENCE CORNER, 4.3 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1
 BL0279'FOOT BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 BL0279'PROJECTING 4 INCHES.
 BL0279
 BL0279                          STATION RECOVERY (1988)
 BL0279
 BL0279'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 BL0279'RECOVERED IN GOOD CONDITION.
 BL0279
 BL0279                          STATION RECOVERY (1989)
 BL0279
 BL0279'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0279'RECOVERED IN GOOD CONDITION.
 BL0279
 BL0279                          STATION RECOVERY (1989)
 BL0279
 BL0279'RECOVERY NOTE BY MERRICK AND COMPANY 1989
 BL0279'RECOVERED IN GOOD CONDITION.
 BL0279
 BL0279                          STATION RECOVERY (1993)
 BL0279
 BL0279'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0279'RECOVERED IN GOOD CONDITION.
 BL0279
 BL0279                          STATION RECOVERY (2004)
 BL0279
 BL0279'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BL0279'RECOVERED IN GOOD CONDITION.
 BL0279
 BL0279                          STATION RECOVERY (2004)
 BL0279
 BL0279'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0153 ***********************************************************************
 AZ0153  DESIGNATION -  K 31
 AZ0153  PID         -  AZ0153
 AZ0153  STATE/COUNTY-  TX/KINNEY
 AZ0153  USGS QUAD   -  STANDART (1979)
 AZ0153
 AZ0153                         *CURRENT SURVEY CONTROL
 AZ0153  ___________________________________________________________________
 AZ0153* NAD 83(1986)-  29 19 25.     (N)    100 36 21.     (W)     SCALED    
 AZ0153* NAVD 88     -       324.160  (meters)    1063.51   (feet)  POSTED    
 AZ0153  ___________________________________________________________________
 AZ0153  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AZ0153  DYNAMIC HT  -         323.680 (meters)    1061.94  (feet)  COMP
 AZ0153  MODELED GRAV-     979,164.4   (mgal)                       NAVD 88
 AZ0153
 AZ0153  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0153
 AZ0153.The horizontal coordinates were scaled from a topographic map and have
 AZ0153.an estimated accuracy of +/- 6 seconds.
 AZ0153
 AZ0153.The orthometric height was determined by differential leveling
 AZ0153.and adjusted by the National Geodetic Survey in 1992..
 AZ0153.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0153.rate of 0.0 thru 1.0 mm/km.
 AZ0153
 AZ0153.The geoid height was determined by GEOID03.
 AZ0153
 AZ0153.The dynamic height is computed by dividing the NAVD 88
 AZ0153.geopotential number by the normal gravity value computed on the
 AZ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0153.degrees latitude (g = 980.6199 gals.).
 AZ0153
 AZ0153.The modeled gravity was interpolated from observed gravity values.
 AZ0153
 AZ0153;                    North         East    Units  Estimated Accuracy
 AZ0153;SPC TXSC     - 4,166,230.      444,050.      MT  (+/- 180 meters Scaled)
 AZ0153
 AZ0153                          SUPERSEDED SURVEY CONTROL
 AZ0153
 AZ0153.No superseded survey control is available for this station.
 AZ0153
 AZ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT440449(NAD 83)
 AZ0153_MARKER: DB = BENCH MARK DISK
 AZ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0153_STAMPING: ELEV. 1063.275 FT K 31 1917
 AZ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0153+STABILITY: SURFACE MOTION
 AZ0153
 AZ0153  HISTORY     - Date     Condition        Report By
 AZ0153  HISTORY     - 1917     MONUMENTED       CGS
 AZ0153  HISTORY     - 1957     MARK NOT FOUND   NGS
 AZ0153  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0153
 AZ0153                          STATION DESCRIPTION
 AZ0153
 AZ0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0153'1.6 MI E FROM STANDART.
 AZ0153'ABOUT 1.6 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0153'STANDART, KINNEY COUNTY, AT MILEPOST 358, AND 50 FEET SOUTH OF THE
 AZ0153'TRACK.  A STANDARD DISK, STAMPED ELEV. 1063.275 FT K 31 1917 AND SET
 AZ0153'IN THE TOP OF A CONCRETE POST.
 AZ0153
 AZ0153                          STATION RECOVERY (1982)
 AZ0153
 AZ0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0153'NOTE, NOT RECOVERED IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2439 ***********************************************************************
 AW2439  DESIGNATION -  K 310
 AW2439  PID         -  AW2439
 AW2439  STATE/COUNTY-  TX/JEFFERSON
 AW2439  USGS QUAD   -  MUD LAKE (1994)
 AW2439
 AW2439                         *CURRENT SURVEY CONTROL
 AW2439  ___________________________________________________________________
 AW2439* NAD 83(1986)-  29 36 03.     (N)    094 15 04.     (W)     SCALED    
 AW2439* NAVD 88     -         1.38   (+/-2cm)       4.5    (feet)  VERTCON   
 AW2439  ___________________________________________________________________
 AW2439  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW2439
 AW2439  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2439
 AW2439.The horizontal coordinates were scaled from a topographic map and have
 AW2439.an estimated accuracy of +/- 6 seconds.
 AW2439
 AW2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2439.The vertical order pertains to the NGVD 29 superseded value.
 AW2439
 AW2439.The geoid height was determined by GEOID03.
 AW2439
 AW2439;                    North         East    Units  Estimated Accuracy
 AW2439;SPC TXSC     - 4,205,220.    1,059,840.      MT  (+/- 180 meters Scaled)
 AW2439
 AW2439                          SUPERSEDED SURVEY CONTROL
 AW2439
 AW2439  NGVD 29 (??/??/92)    1.38   (m)            4.5    (f) COMPUTED    2 0
 AW2439
 AW2439.Superseded values are not recommended for survey control.
 AW2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2439.See file dsdata.txt to determine how the superseded data were derived.
 AW2439
 AW2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN788752(NAD 83)
 AW2439_MARKER: DB = BENCH MARK DISK
 AW2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2439_STAMPING: K 310 1935
 AW2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2439+STABILITY: SURFACE MOTION
 AW2439
 AW2439  HISTORY     - Date     Condition        Report By
 AW2439  HISTORY     - 1935     MONUMENTED       CGS
 AW2439  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2439
 AW2439                          STATION DESCRIPTION
 AW2439
 AW2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW2439'10.9 MI E FROM HIGH ISLAND.
 AW2439'10.9 MILES EAST OF AND ALONG STATE HIGHWAY 87.  57 YARDS NORTH OF THE
 AW2439'OLD ROAD BED.  130 YARDS NORTH OF THE GULF.
 AW2439
 AW2439                          STATION RECOVERY (1953)
 AW2439
 AW2439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0256 ***********************************************************************
 BM0256  DESIGNATION -  K 311
 BM0256  PID         -  BM0256
 BM0256  STATE/COUNTY-  TX/LEE
 BM0256  USGS QUAD   -  LINCOLN (1989)
 BM0256
 BM0256                         *CURRENT SURVEY CONTROL
 BM0256  ___________________________________________________________________
 BM0256* NAD 83(1986)-  30 16 11.     (N)    096 56 48.     (W)     SCALED    
 BM0256* NAVD 88     -       108.49   (+/-2cm)     355.9    (feet)  VERTCON   
 BM0256  ___________________________________________________________________
 BM0256  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BM0256
 BM0256  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0256
 BM0256.The horizontal coordinates were scaled from a topographic map and have
 BM0256.an estimated accuracy of +/- 6 seconds.
 BM0256
 BM0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0256.The vertical order pertains to the NGVD 29 superseded value.
 BM0256
 BM0256.The geoid height was determined by GEOID03.
 BM0256
 BM0256;                    North         East    Units  Estimated Accuracy
 BM0256;SPC TX C     - 3,071,810.    1,025,820.      MT  (+/- 180 meters Scaled)
 BM0256
 BM0256                          SUPERSEDED SURVEY CONTROL
 BM0256
 BM0256  NGVD 29 (??/??/92)  108.432  (m)          355.75   (f) ADJ UNCH    2 0
 BM0256
 BM0256.Superseded values are not recommended for survey control.
 BM0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0256.See file dsdata.txt to determine how the superseded data were derived.
 BM0256
 BM0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU975504(NAD 83)
 BM0256_MARKER: DB = BENCH MARK DISK
 BM0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0256_STAMPING: K 311 1935
 BM0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0256+STABILITY: SURFACE MOTION
 BM0256
 BM0256  HISTORY     - Date     Condition        Report By
 BM0256  HISTORY     - 1935     MONUMENTED       CGS
 BM0256
 BM0256                          STATION DESCRIPTION
 BM0256
 BM0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0256'1.7 MI S FROM LINCOLN.
 BM0256'1.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0256'TEXAS AND NEW ORLEANS RAILROAD) FROM THE STATION AT LINCOLN, 450 YARDS
 BM0256'NORTH OF MILEPOST 73, AT A ROAD CROSSING, 55 FEET EAST OF THE
 BM0256'CENTERLINE OF THE TRACK, 22 FEET NORTH OF THE CENTERLINE OF A ROAD,
 BM0256'AND IN A FENCE CORNER.  A STANDARD DISK, STAMPED K 311 1935 AND SET IN
 BM0256'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1463 ***********************************************************************
 BL1463  DESIGNATION -  K 312
 BL1463  PID         -  BL1463
 BL1463  STATE/COUNTY-  TX/MONTGOMERY
 BL1463  USGS QUAD   -  MONTGOMERY (1997)
 BL1463
 BL1463                         *CURRENT SURVEY CONTROL
 BL1463  ___________________________________________________________________
 BL1463* NAD 83(1986)-  30 23 03.     (N)    095 43 17.     (W)     SCALED    
 BL1463* NAVD 88     -        97.63   (+/-2cm)     320.3    (feet)  VERTCON   
 BL1463  ___________________________________________________________________
 BL1463  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BL1463
 BL1463  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1463
 BL1463.The horizontal coordinates were scaled from a topographic map and have
 BL1463.an estimated accuracy of +/- 6 seconds.
 BL1463
 BL1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1463.The vertical order pertains to the NGVD 29 superseded value.
 BL1463
 BL1463.The geoid height was determined by GEOID03.
 BL1463
 BL1463;                    North         East    Units  Estimated Accuracy
 BL1463;SPC TX C     - 3,088,730.    1,143,110.      MT  (+/- 180 meters Scaled)
 BL1463
 BL1463                          SUPERSEDED SURVEY CONTROL
 BL1463
 BL1463  NGVD 29 (??/??/92)   97.624  (m)          320.29   (f) ADJ UNCH    2 0
 BL1463
 BL1463.Superseded values are not recommended for survey control.
 BL1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1463.See file dsdata.txt to determine how the superseded data were derived.
 BL1463
 BL1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP384644(NAD 83)
 BL1463_MARKER: DB = BENCH MARK DISK
 BL1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1463_STAMPING: K 312 1935
 BL1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1463+STABILITY: SURFACE MOTION
 BL1463
 BL1463  HISTORY     - Date     Condition        Report By
 BL1463  HISTORY     - 1935     MONUMENTED       CGS
 BL1463  HISTORY     - 1954     GOOD             NGS
 BL1463  HISTORY     - 19920314 MARK NOT FOUND   USPSQD
 BL1463  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 BL1463
 BL1463                          STATION DESCRIPTION
 BL1463
 BL1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL1463'4.0 MI E FROM DOBBIN.
 BL1463'4.0 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1463'STATION AT DOBBIN, 4 POLES NORTHWEST OF MILEPOST 54, AT A GRAVELED
 BL1463'ROAD CROSSING, 72 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 37 FEET
 BL1463'SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 9 FEET SOUTHEAST OF A
 BL1463'FENCE, 31 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BL1463'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL1463
 BL1463                          STATION RECOVERY (1992)
 BL1463
 BL1463'RECOVERY NOTE BY US POWER SQUADRON 1992 (DDD)
 BL1463'MARK NOT FOUND.
 BL1463
 BL1463                          STATION RECOVERY (2002)
 BL1463
 BL1463'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 BL1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0124 ***********************************************************************
 BM0124  DESIGNATION -  K 313
 BM0124  PID         -  BM0124
 BM0124  STATE/COUNTY-  TX/GRIMES
 BM0124  USGS QUAD   -  COURTNEY (1989)
 BM0124
 BM0124                         *CURRENT SURVEY CONTROL
 BM0124  ___________________________________________________________________
 BM0124* NAD 83(1986)-  30 21 16.     (N)    096 02 53.     (W)     SCALED    
 BM0124* NAVD 88     -        74.05   (+/-2cm)     242.9    (feet)  VERTCON   
 BM0124  ___________________________________________________________________
 BM0124  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BM0124
 BM0124  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0124
 BM0124.The horizontal coordinates were scaled from a topographic map and have
 BM0124.an estimated accuracy of +/- 6 seconds.
 BM0124
 BM0124.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0124.The vertical order pertains to the NGVD 29 superseded value.
 BM0124
 BM0124.The geoid height was determined by GEOID03.
 BM0124
 BM0124;                    North         East    Units  Estimated Accuracy
 BM0124;SPC TX C     - 3,084,180.    1,111,870.      MT  (+/- 180 meters Scaled)
 BM0124
 BM0124                          SUPERSEDED SURVEY CONTROL
 BM0124
 BM0124  NGVD 29 (??/??/92)   74.03   (m)          242.9    (f) COMPUTED    2 0
 BM0124
 BM0124.Superseded values are not recommended for survey control.
 BM0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0124.See file dsdata.txt to determine how the superseded data were derived.
 BM0124
 BM0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU837617(NAD 83)
 BM0124_MARKER: DB = BENCH MARK DISK
 BM0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0124_STAMPING: K 313 1935
 BM0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0124+STABILITY: SURFACE MOTION
 BM0124
 BM0124  HISTORY     - Date     Condition        Report By
 BM0124  HISTORY     - 1935     MONUMENTED       CGS
 BM0124  HISTORY     - 1954     GOOD             NGS
 BM0124  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0124
 BM0124                          STATION DESCRIPTION
 BM0124
 BM0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0124'3.5 MI SE FROM NAVASOTA.
 BM0124'3.5 MILES SOUTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BM0124'RAILROAD FROM THE STATION AT NAVASOTA, 7 1/2 POLES NORTHWEST OF
 BM0124'MILEPOST 45, 156 FEET EAST OF A FENCE CORNER, 94 FEET SOUTH OF THE
 BM0124'CENTER LINE OF A TRACK ROAD, 52.7 FEET NORTH OF THE NORTH RAIL, SET IN
 BM0124'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BM0124'NOTE-- THE INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE MISSOURI
 BM0124'PACIFIC.
 BM0124
 BM0124                          STATION RECOVERY (1991)
 BM0124
 BM0124'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0292 ***********************************************************************
 BM0292  DESIGNATION -  K 314
 BM0292  PID         -  BM0292
 BM0292  STATE/COUNTY-  TX/ROBERTSON
 BM0292  USGS QUAD   -  HEARNE SOUTH (1988)
 BM0292
 BM0292                         *CURRENT SURVEY CONTROL
 BM0292  ___________________________________________________________________
 BM0292* NAD 83(1986)-  30 51 14.     (N)    096 34 01.     (W)     SCALED    
 BM0292* NAVD 88     -        89.00   (+/-2cm)     292.0    (feet)  VERTCON   
 BM0292  ___________________________________________________________________
 BM0292  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0292
 BM0292  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0292
 BM0292.The horizontal coordinates were scaled from a topographic map and have
 BM0292.an estimated accuracy of +/- 6 seconds.
 BM0292
 BM0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0292.The vertical order pertains to the NGVD 29 superseded value.
 BM0292
 BM0292.The geoid height was determined by GEOID03.
 BM0292
 BM0292;                    North         East    Units  Estimated Accuracy
 BM0292;SPC TX C     - 3,137,710.    1,060,140.      MT  (+/- 180 meters Scaled)
 BM0292
 BM0292                          SUPERSEDED SURVEY CONTROL
 BM0292
 BM0292  NGVD 29 (??/??/92)   88.960  (m)          291.86   (f) ADJ UNCH    2 0
 BM0292
 BM0292.Superseded values are not recommended for survey control.
 BM0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0292.See file dsdata.txt to determine how the superseded data were derived.
 BM0292
 BM0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV326159(NAD 83)
 BM0292_MARKER: DB = BENCH MARK DISK
 BM0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0292_STAMPING: K 314 1935
 BM0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0292+STABILITY: SURFACE MOTION
 BM0292
 BM0292  HISTORY     - Date     Condition        Report By
 BM0292  HISTORY     - 1935     MONUMENTED       CGS
 BM0292  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0292
 BM0292                          STATION DESCRIPTION
 BM0292
 BM0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0292'2.5 MI S FROM HEARNE.
 BM0292'2.5 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0292'STATION AT HEARNE, ROBERTSON COUNTY, 145 YARDS SOUTHEAST OF MILEPOST
 BM0292'118, 56 YARDS EAST OF THE CENTERLINE OF STATE HIGHWAY 6, 25 YARDS EAST
 BM0292'OF THE CENTERLINE OF THE TRACK, AND 8 YARDS NORTH OF THE CENTER OF THE
 BM0292'SOUTH ENTRANCE TO THE HUMBLE PIPE-LINE PUMPING STATION.  A STANDARD
 BM0292'DISK, STAMPED K 314 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BM0292
 BM0292                          STATION RECOVERY (1994)
 BM0292
 BM0292'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1995 ***********************************************************************
 AX1995  DESIGNATION -  K 315
 AX1995  PID         -  AX1995
 AX1995  STATE/COUNTY-  TX/WILSON
 AX1995  USGS QUAD   -  NIXON (1987)
 AX1995
 AX1995                         *CURRENT SURVEY CONTROL
 AX1995  ___________________________________________________________________
 AX1995* NAD 83(1986)-  29 15 27.     (N)    097 48 31.     (W)     SCALED    
 AX1995* NAVD 88     -       124.89   (+/-2cm)     409.7    (feet)  VERTCON   
 AX1995  ___________________________________________________________________
 AX1995  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AX1995
 AX1995  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1995
 AX1995.The horizontal coordinates were scaled from a topographic map and have
 AX1995.an estimated accuracy of +/- 6 seconds.
 AX1995
 AX1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1995.The vertical order pertains to the NGVD 29 superseded value.
 AX1995
 AX1995.The geoid height was determined by GEOID03.
 AX1995
 AX1995;                    North         East    Units  Estimated Accuracy
 AX1995;SPC TXSC     - 4,158,430.      715,780.      MT  (+/- 180 meters Scaled)
 AX1995
 AX1995                          SUPERSEDED SURVEY CONTROL
 AX1995
 AX1995  NGVD 29 (??/??/92)  124.847  (m)          409.60   (f) ADJ UNCH    2 0
 AX1995
 AX1995.Superseded values are not recommended for survey control.
 AX1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1995.See file dsdata.txt to determine how the superseded data were derived.
 AX1995
 AX1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT157371(NAD 83)
 AX1995_MARKER: DB = BENCH MARK DISK
 AX1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1995_STAMPING: K 315 1935
 AX1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1995+STABILITY: SURFACE MOTION
 AX1995
 AX1995  HISTORY     - Date     Condition        Report By
 AX1995  HISTORY     - 1935     MONUMENTED       CGS
 AX1995  HISTORY     - 1943     GOOD             NGS
 AX1995  HISTORY     - 1961     GOOD             USGS
 AX1995  HISTORY     - 19960914 MARK NOT FOUND   USPSQD
 AX1995  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX1995
 AX1995                          STATION DESCRIPTION
 AX1995
 AX1995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1995'2.75 MI W FROM NIXON.
 AX1995'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1995'STATION AT NIXON-- PROCEED 2.75 MILES WESTERLY ALONG THE RAILROAD TO
 AX1995'SITE OF BENCH MARK.  BENCH MARK IS 47.0 FEET SOUTH OF AND ABOUT 1.5
 AX1995'FEET BELOW THE CENTERLINE OF TRACK, 44.0 FEET SOUTHWEST OF THE SEVENTH
 AX1995'POLE (ABOUT 0.25 MILE) WEST OF MILEPOST 92, AND 40.0 FEET EAST OF THE
 AX1995'CENTERLINE OF A FARM ROAD CROSSING THE TRACK.  IT IS 38.0 FEET NORTH
 AX1995'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF U. S. HIGHWAY NO.87, AND
 AX1995'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.5
 AX1995'FOOT.  A DISK SET IN A CONCRETE POST.
 AX1995
 AX1995                          STATION RECOVERY (1961)
 AX1995
 AX1995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1995'RECOVERED IN GOOD CONDITION.
 AX1995
 AX1995                          STATION RECOVERY (1996)
 AX1995
 AX1995'RECOVERY NOTE BY US POWER SQUADRON 1996
 AX1995'MARK NOT FOUND.
 AX1995
 AX1995                          STATION RECOVERY (2003)
 AX1995
 AX1995'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX1995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2404 ***********************************************************************
 AX2404  DESIGNATION -  K 316
 AX2404  PID         -  AX2404
 AX2404  STATE/COUNTY-  TX/GUADALUPE
 AX2404  USGS QUAD   -  SEGUIN (1994)
 AX2404
 AX2404                         *CURRENT SURVEY CONTROL
 AX2404  ___________________________________________________________________
 AX2404* NAD 83(1986)-  29 30 55.     (N)    097 57 23.     (W)     SCALED    
 AX2404* NAVD 88     -       145.65   (+/-2cm)     477.9    (feet)  VERTCON   
 AX2404  ___________________________________________________________________
 AX2404  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AX2404
 AX2404  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2404
 AX2404.The horizontal coordinates were scaled from a topographic map and have
 AX2404.an estimated accuracy of +/- 6 seconds.
 AX2404
 AX2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2404.The vertical order pertains to the NGVD 29 superseded value.
 AX2404
 AX2404.The geoid height was determined by GEOID03.
 AX2404
 AX2404;                    North         East    Units  Estimated Accuracy
 AX2404;SPC TXSC     - 4,186,860.      701,170.      MT  (+/- 180 meters Scaled)
 AX2404
 AX2404                          SUPERSEDED SURVEY CONTROL
 AX2404
 AX2404  NGVD 29 (??/??/92)  145.575  (m)          477.61   (f) ADJ UNCH    2 0
 AX2404
 AX2404.Superseded values are not recommended for survey control.
 AX2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2404.See file dsdata.txt to determine how the superseded data were derived.
 AX2404
 AX2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT011655(NAD 83)
 AX2404_MARKER: DB = BENCH MARK DISK
 AX2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2404_STAMPING: K 316 1935
 AX2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2404+STABILITY: SURFACE MOTION
 AX2404
 AX2404  HISTORY     - Date     Condition        Report By
 AX2404  HISTORY     - 1935     MONUMENTED       CGS
 AX2404  HISTORY     - 1988     POOR             USPSQD
 AX2404  HISTORY     - 19930808 POOR             USPSQD
 AX2404  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2404  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2404
 AX2404                          STATION DESCRIPTION
 AX2404
 AX2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX2404'4.1 MI S FROM SEGUIN.
 AX2404'4.1 MILES SOUTH OF AND ALONG 51 HY. 123.  19 YDS E. OF CENTER LINE OF
 AX2404'ROAD.  10 YDS E. OF A 16-IN. PECAN TREE WHICH IS GROWING IN THE R. O.
 AX2404'W.  180 YDS. N. OF CENTER LINE OF A CEMENT BRIDGE.
 AX2404
 AX2404                          STATION RECOVERY (1988)
 AX2404
 AX2404'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AX2404'MARK RECOVERED IN POOR CONDITION.
 AX2404
 AX2404                          STATION RECOVERY (1993)
 AX2404
 AX2404'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2404'MARK RECOVERED IN POOR CONDITION.
 AX2404
 AX2404                          STATION RECOVERY (1999)
 AX2404
 AX2404'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2404'MARK NOT FOUND.
 AX2404
 AX2404                          STATION RECOVERY (2003)
 AX2404
 AX2404'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWC)
 AX2404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1270 ***********************************************************************
 AN1270  DESIGNATION -  K 317
 AN1270  PID         -  AN1270
 AN1270  STATE/COUNTY-  TX/SAN PATRICIO
 AN1270  USGS QUAD   -  SINTON EAST (1979)
 AN1270
 AN1270                         *CURRENT SURVEY CONTROL
 AN1270  ___________________________________________________________________
 AN1270* NAD 83(1986)-  28 01 02.     (N)    097 28 21.     (W)     SCALED    
 AN1270* NAVD 88     -        13.860  (meters)      45.47   (feet)  ADJUSTED  
 AN1270  ___________________________________________________________________
 AN1270  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1270  DYNAMIC HT  -          13.839 (meters)      45.40  (feet)  COMP
 AN1270  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 AN1270
 AN1270  VERT ORDER  -  SECOND    CLASS 0
 AN1270
 AN1270.The horizontal coordinates were scaled from a topographic map and have
 AN1270.an estimated accuracy of +/- 6 seconds.
 AN1270
 AN1270.The orthometric height was determined by differential leveling
 AN1270.and adjusted by the National Geodetic Survey in June 1991..
 AN1270
 AN1270.The geoid height was determined by GEOID03.
 AN1270
 AN1270.The dynamic height is computed by dividing the NAVD 88
 AN1270.geopotential number by the normal gravity value computed on the
 AN1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1270.degrees latitude (g = 980.6199 gals.).
 AN1270
 AN1270.The modeled gravity was interpolated from observed gravity values.
 AN1270
 AN1270;                    North         East    Units  Estimated Accuracy
 AN1270;SPC TX S     - 5,260,850.      401,060.      MT  (+/- 180 meters Scaled)
 AN1270
 AN1270                          SUPERSEDED SURVEY CONTROL
 AN1270
 AN1270  NGVD 29 (??/??/92)   14.04   (m)           46.1    (f) COMPUTED    2 0
 AN1270
 AN1270.Superseded values are not recommended for survey control.
 AN1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1270.See file dsdata.txt to determine how the superseded data were derived.
 AN1270
 AN1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS501000(NAD 83)
 AN1270_MARKER: DB = BENCH MARK DISK
 AN1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1270_STAMPING: K 317 1935
 AN1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1270+STABILITY: SURFACE MOTION
 AN1270
 AN1270  HISTORY     - Date     Condition        Report By
 AN1270  HISTORY     - 1935     MONUMENTED       CGS
 AN1270  HISTORY     - 1949     GOOD             NGS
 AN1270  HISTORY     - 1959     MARK NOT FOUND   NGS
 AN1270  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1270
 AN1270                          STATION DESCRIPTION
 AN1270
 AN1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1270'2.5 MI SE FROM SINTON.
 AN1270'2.5 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1270'STATION AT SINTON, ABOUT 480 FEET NORTHWEST OF A RAILROAD BRIDGE, 10
 AN1270'FEET NORTHEAST OF MILEPOST 125 AND TELEPHONE POLE E 18, 39 FEET
 AN1270'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 30 FEET SOUTHWEST OF OLD
 AN1270'U.S. HIGHWAY 181.
 AN1270
 AN1270                          STATION RECOVERY (1959)
 AN1270
 AN1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AN1270'MARK NOT FOUND.
 AN1270
 AN1270                          STATION RECOVERY (1996)
 AN1270
 AN1270'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1931 ***********************************************************************
 BY1931  DESIGNATION -  K 318
 BY1931  PID         -  BY1931
 BY1931  STATE/COUNTY-  TX/HOUSTON
 BY1931  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1931
 BY1931                         *CURRENT SURVEY CONTROL
 BY1931  ___________________________________________________________________
 BY1931* NAD 83(1986)-  31 17 16.     (N)    095 30 34.     (W)     SCALED    
 BY1931* NAVD 88     -       108.86   (+/-2cm)     357.2    (feet)  VERTCON   
 BY1931  ___________________________________________________________________
 BY1931  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1931
 BY1931  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1931
 BY1931.The horizontal coordinates were scaled from a topographic map and have
 BY1931.an estimated accuracy of +/- 6 seconds.
 BY1931
 BY1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1931.The vertical order pertains to the NGVD 29 superseded value.
 BY1931
 BY1931.The geoid height was determined by GEOID03.
 BY1931
 BY1931;                    North         East    Units  Estimated Accuracy
 BY1931;SPC TX C     - 3,189,670.    1,159,120.      MT  (+/- 180 meters Scaled)
 BY1931
 BY1931                          SUPERSEDED SURVEY CONTROL
 BY1931
 BY1931  NGVD 29 (??/??/92)  108.849  (m)          357.12   (f) ADJ UNCH    2 0
 BY1931
 BY1931.Superseded values are not recommended for survey control.
 BY1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1931.See file dsdata.txt to determine how the superseded data were derived.
 BY1931
 BY1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ611642(NAD 83)
 BY1931_MARKER: DB = BENCH MARK DISK
 BY1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1931_STAMPING: K 318 1935
 BY1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1931+STABILITY: SURFACE MOTION
 BY1931
 BY1931  HISTORY     - Date     Condition        Report By
 BY1931  HISTORY     - 1935     MONUMENTED       CGS
 BY1931  HISTORY     - 1947     GOOD             NGS
 BY1931
 BY1931                          STATION DESCRIPTION
 BY1931
 BY1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1931'3.85 MI SW FROM CROCKETT.
 BY1931'3.85 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 21 FROM THE COURT HOUSE
 BY1931'AT CROCKETT, 0.1 MILE NORTHEAST OF A CONCRETE BRIDGE OVER A CREEK, IN
 BY1931'THE FRONT YARD OF A FARM HOUSE, 87 FEET SOUTHWEST OF THE CENTER LINE
 BY1931'OF THE DRIVEWAY AT THE SOUTHWEST ENTRANCE TO THE CROCKETT MUNICIPAL
 BY1931'AIRPORT, 60 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET
 BY1931'NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING TO A FARM
 BY1931'HOUSE, 41 FEET SOUTHEAST OF A 18 INCH OAK TREE AND 11 FEET NORTHWEST
 BY1931'OF A 30 INCH OAK TREE, 2 FEET SOUTHEAST OF A 4X4 MARKER POST, 0.3 FOOT
 BY1931'SOUTHWEST OF A NET WIRE GARDEN FENCE, SET IN A CONCRETE POST WHICH
 BY1931'PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0508 ***********************************************************************
 BZ0508  DESIGNATION -  K 319
 BZ0508  PID         -  BZ0508
 BZ0508  STATE/COUNTY-  TX/ROBERTSON
 BZ0508  USGS QUAD   -  BREMOND (1978)
 BZ0508
 BZ0508                         *CURRENT SURVEY CONTROL
 BZ0508  ___________________________________________________________________
 BZ0508* NAD 83(1986)-  31 08 36.     (N)    096 41 17.     (W)     SCALED    
 BZ0508* NAVD 88     -       136.46   (+/-2cm)     447.7    (feet)  VERTCON   
 BZ0508  ___________________________________________________________________
 BZ0508  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 BZ0508
 BZ0508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0508
 BZ0508.The horizontal coordinates were scaled from a topographic map and have
 BZ0508.an estimated accuracy of +/- 6 seconds.
 BZ0508
 BZ0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0508.The vertical order pertains to the NGVD 29 superseded value.
 BZ0508
 BZ0508.The geoid height was determined by GEOID03.
 BZ0508
 BZ0508;                    North         East    Units  Estimated Accuracy
 BZ0508;SPC TX C     - 3,169,390.    1,047,520.      MT  (+/- 180 meters Scaled)
 BZ0508
 BZ0508                          SUPERSEDED SURVEY CONTROL
 BZ0508
 BZ0508  NGVD 29 (??/??/92)  136.413  (m)          447.55   (f) ADJ UNCH    2 0
 BZ0508
 BZ0508.Superseded values are not recommended for survey control.
 BZ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0508.See file dsdata.txt to determine how the superseded data were derived.
 BZ0508
 BZ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV204477(NAD 83)
 BZ0508_MARKER: DB = BENCH MARK DISK
 BZ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0508_STAMPING: K 319 1935
 BZ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0508+STABILITY: SURFACE MOTION
 BZ0508
 BZ0508  HISTORY     - Date     Condition        Report By
 BZ0508  HISTORY     - 1935     MONUMENTED       CGS
 BZ0508
 BZ0508                          STATION DESCRIPTION
 BZ0508
 BZ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0508'1.7 MI S FROM BREMOND.
 BZ0508'1.7 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0508'STATION AT BREMOND, ROBERTSON COUNTY, AT A ROAD CROSSING, AT MILEPOST
 BZ0508'141, 79 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 31 FEET WEST OF THE
 BZ0508'CENTERLINE OF THE TRACK, 43 FEET SOUTH OF THE RIGHT-OF-WAY FENCE
 BZ0508'CORNER, AND 4 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 BZ0508'STAMPED K 319 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0281 ***********************************************************************
 AB0281  DESIGNATION -  K 32
 AB0281  PID         -  AB0281
 AB0281  STATE/COUNTY-  TX/CAMERON
 AB0281  USGS QUAD   -  LOS FRESNOS (1983)
 AB0281
 AB0281                         *CURRENT SURVEY CONTROL
 AB0281  ___________________________________________________________________
 AB0281* NAD 83(1986)-  26 06 14.     (N)    097 28 23.     (W)     SCALED    
 AB0281* NAVD 88     -         6.044  (meters)      19.83   (feet)  POSTED    
 AB0281  ___________________________________________________________________
 AB0281  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 AB0281  DYNAMIC HT  -           6.030 (meters)      19.78  (feet)  COMP
 AB0281  MODELED GRAV-     979,046.0   (mgal)                       NAVD 88
 AB0281
 AB0281  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0281
 AB0281.The horizontal coordinates were scaled from a topographic map and have
 AB0281.an estimated accuracy of +/- 6 seconds.
 AB0281
 AB0281.The orthometric height was determined by differential leveling
 AB0281.and adjusted by the National Geodetic Survey in 1992..
 AB0281.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0281.rate of 3.1 thru 4.0 mm/km.
 AB0281
 AB0281.The geoid height was determined by GEOID03.
 AB0281
 AB0281.The dynamic height is computed by dividing the NAVD 88
 AB0281.geopotential number by the normal gravity value computed on the
 AB0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0281.degrees latitude (g = 980.6199 gals.).
 AB0281
 AB0281.The modeled gravity was interpolated from observed gravity values.
 AB0281
 AB0281;                    North         East    Units  Estimated Accuracy
 AB0281;SPC TX S     - 5,048,860.      402,730.      MT  (+/- 180 meters Scaled)
 AB0281
 AB0281                          SUPERSEDED SURVEY CONTROL
 AB0281
 AB0281  NGVD 29 (??/??/92)    6.150  (m)           20.18   (f) ADJ UNCH    2 0
 AB0281
 AB0281.Superseded values are not recommended for survey control.
 AB0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0281.See file dsdata.txt to determine how the superseded data were derived.
 AB0281
 AB0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP526880(NAD 83)
 AB0281_MARKER: DD = SURVEY DISK
 AB0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0281_SP_SET: CULVERT
 AB0281_STAMPING: K 32 19.97
 AB0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0281
 AB0281  HISTORY     - Date     Condition        Report By
 AB0281  HISTORY     - UNK      MONUMENTED
 AB0281  HISTORY     - 1942     MARK NOT FOUND   NGS
 AB0281  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0281
 AB0281                          STATION DESCRIPTION
 AB0281
 AB0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0281'2.2 MI N FROM LOS FRESNOS.
 AB0281'2.2 MILES NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0281'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, 27 FEET EAST OF AND 3.5
 AB0281'FEET LOWER THAN THE CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND
 AB0281'IN THE CENTER OF THE TOP OF THE EAST HEADWALL.  A CAMERON COUNTY
 AB0281'STANDARD DISK, STAMPED K 32 19.97.  NOTE-- THE AREA HAS BEEN IMPROVED
 AB0281'AND THE ROAD IS WIDER-- THE CULVERT MAY HAVE BEEN REMOVED OR BURIED.
 AB0281
 AB0281                          STATION RECOVERY (1987)
 AB0281
 AB0281'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0748 ***********************************************************************
 BZ0748  DESIGNATION -  K 320
 BZ0748  PID         -  BZ0748
 BZ0748  STATE/COUNTY-  TX/MCLENNAN
 BZ0748  USGS QUAD   -  WACO EAST (1975)
 BZ0748
 BZ0748                         *CURRENT SURVEY CONTROL
 BZ0748  ___________________________________________________________________
 BZ0748* NAD 83(1986)-  31 33 21.     (N)    097 06 10.     (W)     SCALED    
 BZ0748* NAVD 88     -       118.47   (+/-2cm)     388.7    (feet)  VERTCON   
 BZ0748  ___________________________________________________________________
 BZ0748  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BZ0748
 BZ0748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0748
 BZ0748.The horizontal coordinates were scaled from a topographic map and have
 BZ0748.an estimated accuracy of +/- 6 seconds.
 BZ0748
 BZ0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0748.The vertical order pertains to the NGVD 29 superseded value.
 BZ0748
 BZ0748.The geoid height was determined by GEOID03.
 BZ0748
 BZ0748;                    North         East    Units  Estimated Accuracy
 BZ0748;SPC TX C     - 3,213,880.    1,006,660.      MT  (+/- 180 meters Scaled)
 BZ0748
 BZ0748                          SUPERSEDED SURVEY CONTROL
 BZ0748
 BZ0748  NGVD 29 (??/??/92)  118.418  (m)          388.51   (f) ADJ UNCH    2 0
 BZ0748
 BZ0748.Superseded values are not recommended for survey control.
 BZ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0748.See file dsdata.txt to determine how the superseded data were derived.
 BZ0748
 BZ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV800927(NAD 83)
 BZ0748_MARKER: DB = BENCH MARK DISK
 BZ0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0748_SP_SET: PIER
 BZ0748_STAMPING: K 320 1935
 BZ0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0748
 BZ0748  HISTORY     - Date     Condition        Report By
 BZ0748  HISTORY     - 1935     MONUMENTED       CGS
 BZ0748  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0748  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0748  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0748
 BZ0748                          STATION DESCRIPTION
 BZ0748
 BZ0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0748'1.9 MI S FROM WACO.
 BZ0748'1.9 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BZ0748'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS STATION AT WACO, MCLENNAN
 BZ0748'COUNTY, IN THE EAST FACE OF THE FIRST PIER SOUTH OF THE TRACK, AND
 BZ0748'ABOUT 2-1/2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED K 320
 BZ0748'1935 AND SET VERTICALLY.
 BZ0748
 BZ0748                          STATION RECOVERY (1980)
 BZ0748
 BZ0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0748'MARK NOT FOUND.
 BZ0748
 BZ0748                          STATION RECOVERY (1995)
 BZ0748
 BZ0748'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0748'MARK NOT FOUND.
 BZ0748
 BZ0748                          STATION RECOVERY (2001)
 BZ0748
 BZ0748'RECOVERY NOTE BY US POWER SQUADRON 2001 (CPM)
 BZ0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0701 ***********************************************************************
 BZ0701  DESIGNATION -  K 321
 BZ0701  PID         -  BZ0701
 BZ0701  STATE/COUNTY-  TX/HILL
 BZ0701  USGS QUAD   -  WEST (1979)
 BZ0701
 BZ0701                         *CURRENT SURVEY CONTROL
 BZ0701  ___________________________________________________________________
 BZ0701* NAD 83(1986)-  31 51 30.     (N)    097 04 35.     (W)     SCALED    
 BZ0701* NAVD 88     -       199.000  (meters)     652.89   (feet)  POSTED    
 BZ0701  ___________________________________________________________________
 BZ0701  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BZ0701  DYNAMIC HT  -         198.750 (meters)     652.07  (feet)  COMP
 BZ0701  MODELED GRAV-     979,397.4   (mgal)                       NAVD 88
 BZ0701
 BZ0701  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BZ0701
 BZ0701.The horizontal coordinates were scaled from a topographic map and have
 BZ0701.an estimated accuracy of +/- 6 seconds.
 BZ0701
 BZ0701.The orthometric height was determined by differential leveling
 BZ0701.and adjusted by the National Geodetic Survey in 1992..
 BZ0701.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BZ0701.rate of 2.1 thru 3.0 mm/km.
 BZ0701
 BZ0701.The geoid height was determined by GEOID03.
 BZ0701
 BZ0701.The dynamic height is computed by dividing the NAVD 88
 BZ0701.geopotential number by the normal gravity value computed on the
 BZ0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0701.degrees latitude (g = 980.6199 gals.).
 BZ0701
 BZ0701.The modeled gravity was interpolated from observed gravity values.
 BZ0701
 BZ0701;                    North         East    Units  Estimated Accuracy
 BZ0701;SPC TXNC     - 2,022,170.      734,740.      MT  (+/- 180 meters Scaled)
 BZ0701
 BZ0701                          SUPERSEDED SURVEY CONTROL
 BZ0701
 BZ0701  NGVD 29 (??/??/92)  198.928  (m)          652.65   (f) ADJ UNCH    1 2
 BZ0701
 BZ0701.Superseded values are not recommended for survey control.
 BZ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0701.See file dsdata.txt to determine how the superseded data were derived.
 BZ0701
 BZ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA819263(NAD 83)
 BZ0701_MARKER: DB = BENCH MARK DISK
 BZ0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0701_SP_SET: CULVERT
 BZ0701_STAMPING: K 321 1935
 BZ0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0701
 BZ0701  HISTORY     - Date     Condition        Report By
 BZ0701  HISTORY     - 1935     MONUMENTED       CGS
 BZ0701  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0701  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0701  HISTORY     - 20040110 MARK NOT FOUND   USPSQD
 BZ0701
 BZ0701                          STATION DESCRIPTION
 BZ0701
 BZ0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0701'1.8 MI S FROM ABBOTT.
 BZ0701'1.8 MILES SOUTH OF AND ALONG THE M.K.T.R.R. SET HORIZONTAL IN THE
 BZ0701'NORTH END OF THE WEST HEADWALL OF A CONCRETE R.R. CULVERT.
 BZ0701
 BZ0701                          STATION RECOVERY (1995)
 BZ0701
 BZ0701'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0701'MARK NOT FOUND.
 BZ0701
 BZ0701                          STATION RECOVERY (2001)
 BZ0701
 BZ0701'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ0701'MARK NOT FOUND.
 BZ0701
 BZ0701                          STATION RECOVERY (2004)
 BZ0701
 BZ0701'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0792 ***********************************************************************
 BZ0792  DESIGNATION -  K 322
 BZ0792  PID         -  BZ0792
 BZ0792  STATE/COUNTY-  TX/BELL
 BZ0792  USGS QUAD   -  TROY (1993)
 BZ0792
 BZ0792                         *CURRENT SURVEY CONTROL
 BZ0792  ___________________________________________________________________
 BZ0792* NAD 83(1986)-  31 10 50.     (N)    097 18 47.     (W)     SCALED    
 BZ0792* NAVD 88     -       228.550  (meters)     749.83   (feet)  ADJUSTED  
 BZ0792  ___________________________________________________________________
 BZ0792  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BZ0792  DYNAMIC HT  -         228.249 (meters)     748.85  (feet)  COMP
 BZ0792  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 BZ0792
 BZ0792  VERT ORDER  -  FIRST     CLASS II
 BZ0792
 BZ0792.The horizontal coordinates were scaled from a topographic map and have
 BZ0792.an estimated accuracy of +/- 6 seconds.
 BZ0792
 BZ0792.The orthometric height was determined by differential leveling
 BZ0792.and adjusted by the National Geodetic Survey in June 1991..
 BZ0792.WARNING-Repeat measurements at this control monument indicate possible
 BZ0792.vertical movement.
 BZ0792
 BZ0792.The geoid height was determined by GEOID03.
 BZ0792
 BZ0792.The dynamic height is computed by dividing the NAVD 88
 BZ0792.geopotential number by the normal gravity value computed on the
 BZ0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0792.degrees latitude (g = 980.6199 gals.).
 BZ0792
 BZ0792.The modeled gravity was interpolated from observed gravity values.
 BZ0792
 BZ0792;                    North         East    Units  Estimated Accuracy
 BZ0792;SPC TX C     - 3,171,730.      987,840.      MT  (+/- 180 meters Scaled)
 BZ0792
 BZ0792                          SUPERSEDED SURVEY CONTROL
 BZ0792
 BZ0792  NGVD 29 (??/??/92)  228.492  (m)          749.64   (f) ADJ UNCH    1 2
 BZ0792
 BZ0792.Superseded values are not recommended for survey control.
 BZ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0792.See file dsdata.txt to determine how the superseded data were derived.
 BZ0792
 BZ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV607508(NAD 83)
 BZ0792_MARKER: DB = BENCH MARK DISK
 BZ0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0792_STAMPING: K 322 1935
 BZ0792_PROJECTION: PROJECTING 5 CENTIMETERS
 BZ0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0792+STABILITY: SURFACE MOTION
 BZ0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0792+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ0792
 BZ0792  HISTORY     - Date     Condition        Report By
 BZ0792  HISTORY     - 1935     MONUMENTED       CGS
 BZ0792  HISTORY     - 1980     SEE DESCRIPTION  NGS
 BZ0792  HISTORY     - 19910511 GOOD             USPSQD
 BZ0792  HISTORY     - 19950715 GOOD             USPSQD
 BZ0792  HISTORY     - 20010317 GOOD             USPSQD
 BZ0792  HISTORY     - 20050726 GOOD             USPSQD
 BZ0792
 BZ0792                          STATION DESCRIPTION
 BZ0792
 BZ0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0792'1.6 MI S FROM TROY.
 BZ0792'1.6 MILES SOUTH OF AND ALONG THE M.K.T.R.R.  AT A ROAD CROSSING. ABOUT
 BZ0792'100 YARDS NORTH OF MILE POLE 874.  38 FEET NORTH OF CENTER OF THE
 BZ0792'CROSS ROAD.  43 FEET WEST OF CENTER OF THE TRACK.  IN THE RIGHT OF WAY
 BZ0792'FENCE CORNER.
 BZ0792
 BZ0792                          STATION RECOVERY (1980)
 BZ0792
 BZ0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0792'2.95 KM. (1.85 MI.) SOUTHWEST ALONG THE EAST FRONTAGE ROAD OF
 BZ0792'INTERSTATE 35 FROM THE JUNCTION OF FARM ROAD 935 IN TROY, AT THE
 BZ0792'JUNCTION OF A DIRT ROAD, 13.4 M. (44.0 FT.) WEST OF THE WEST RAIL OF
 BZ0792'THE MISSOURI, KANSAS, TEXAS RAILROAD TRACK, 22.4 M. (73.4 FT.) EAST OF
 BZ0792'THE CENTERLINE OF THE FRONTAGE ROAD, 15.5 M. (50.7 M.) NORTHEAST OF A
 BZ0792'POWERLINE POLE, 8.5 M. (27.9 FT.) SOUTH OF A TELEPHONE JUNCTION BOX,
 BZ0792'8.2 M. (26.9 FT.) NORTH OF THE CENTER OF THE DIRT ROAD.  NOTE-THE
 BZ0792'CONCRETE AROUND THE DISK HAS BEEN CHIPPED AWAY, BUT THE DISK IS IN
 BZ0792'GOOD CONDITION AND THE CONCRETE POST IS SOLID.
 BZ0792'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BZ0792'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 BZ0792
 BZ0792                          STATION RECOVERY (1991)
 BZ0792
 BZ0792'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0792'RECOVERED IN GOOD CONDITION.
 BZ0792
 BZ0792                          STATION RECOVERY (1995)
 BZ0792
 BZ0792'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0792'RECOVERED IN GOOD CONDITION.
 BZ0792
 BZ0792                          STATION RECOVERY (2001)
 BZ0792
 BZ0792'RECOVERY NOTE BY US POWER SQUADRON 2001 (CMM)
 BZ0792'RECOVERED IN GOOD CONDITION.
 BZ0792
 BZ0792                          STATION RECOVERY (2005)
 BZ0792
 BZ0792'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0205 ***********************************************************************
 AY0205  DESIGNATION -  K 323
 AY0205  PID         -  AY0205
 AY0205  STATE/COUNTY-  TX/COMAL
 AY0205  USGS QUAD   -  SMITHSON VALLEY (1994)
 AY0205
 AY0205                         *CURRENT SURVEY CONTROL
 AY0205  ___________________________________________________________________
 AY0205* NAD 83(1986)-  29 50 35.     (N)    098 21 30.     (W)     SCALED    
 AY0205* NAVD 88     -       329.508  (meters)    1081.06   (feet)  ADJUSTED  
 AY0205  ___________________________________________________________________
 AY0205  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AY0205  DYNAMIC HT  -         329.034 (meters)    1079.51  (feet)  COMP
 AY0205  MODELED GRAV-     979,194.3   (mgal)                       NAVD 88
 AY0205
 AY0205  VERT ORDER  -  SECOND    CLASS 0
 AY0205
 AY0205.The horizontal coordinates were scaled from a topographic map and have
 AY0205.an estimated accuracy of +/- 6 seconds.
 AY0205
 AY0205.The orthometric height was determined by differential leveling
 AY0205.and adjusted by the National Geodetic Survey in June 1991..
 AY0205
 AY0205.The geoid height was determined by GEOID03.
 AY0205
 AY0205.The dynamic height is computed by dividing the NAVD 88
 AY0205.geopotential number by the normal gravity value computed on the
 AY0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0205.degrees latitude (g = 980.6199 gals.).
 AY0205
 AY0205.The modeled gravity was interpolated from observed gravity values.
 AY0205
 AY0205;                    North         East    Units  Estimated Accuracy
 AY0205;SPC TXSC     - 4,222,900.      662,000.      MT  (+/- 180 meters Scaled)
 AY0205
 AY0205                          SUPERSEDED SURVEY CONTROL
 AY0205
 AY0205  NGVD 29 (??/??/92)  329.403  (m)         1080.72   (f) ADJ UNCH    2 0
 AY0205
 AY0205.Superseded values are not recommended for survey control.
 AY0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0205.See file dsdata.txt to determine how the superseded data were derived.
 AY0205
 AY0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU619015(NAD 83)
 AY0205_MARKER: DB = BENCH MARK DISK
 AY0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0205_STAMPING: K 323 1935
 AY0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0205+STABILITY: SURFACE MOTION
 AY0205
 AY0205  HISTORY     - Date     Condition        Report By
 AY0205  HISTORY     - 1935     MONUMENTED       CGS
 AY0205  HISTORY     - 1953     GOOD             NGS
 AY0205  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0205  HISTORY     - 19880229 MARK NOT FOUND   USPSQD
 AY0205  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0205
 AY0205                          STATION DESCRIPTION
 AY0205
 AY0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0205'4.0 MI SE FROM SPRING BRANCH.
 AY0205'4.0 MILES SOUTHEAST ALONG AN OILED ROAD FROM THE POST OFFICE AT SPRING
 AY0205'BRANCH, 33 FEET NORTHEAST OF THE CENTER LINE OF THE OILED ROAD, 18
 AY0205'FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING EAST, 7.3 FEET
 AY0205'NORTHEAST OF A FENCE, 1.8 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 AY0205'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0205
 AY0205                          STATION RECOVERY (1988)
 AY0205
 AY0205'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0205'MARK NOT FOUND.
 AY0205
 AY0205                          STATION RECOVERY (1988)
 AY0205
 AY0205'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEP)
 AY0205'MARK NOT FOUND.
 AY0205
 AY0205                          STATION RECOVERY (1989)
 AY0205
 AY0205'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0153 ***********************************************************************
 AO0153  DESIGNATION -  K 324
 AO0153  PID         -  AO0153
 AO0153  STATE/COUNTY-  TX/ATASCOSA
 AO0153  USGS QUAD   -  CHARLOTTE (1968)
 AO0153
 AO0153                         *CURRENT SURVEY CONTROL
 AO0153  ___________________________________________________________________
 AO0153* NAD 83(1986)-  28 51 45.     (N)    098 42 21.     (W)     SCALED    
 AO0153* NAVD 88     -       165.219  (meters)     542.06   (feet)  ADJUSTED  
 AO0153  ___________________________________________________________________
 AO0153  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AO0153  DYNAMIC HT  -         164.978 (meters)     541.27  (feet)  COMP
 AO0153  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AO0153
 AO0153  VERT ORDER  -  SECOND    CLASS 0
 AO0153
 AO0153.The horizontal coordinates were scaled from a topographic map and have
 AO0153.an estimated accuracy of +/- 6 seconds.
 AO0153
 AO0153.The orthometric height was determined by differential leveling
 AO0153.and adjusted by the National Geodetic Survey in June 1991..
 AO0153
 AO0153.The geoid height was determined by GEOID03.
 AO0153
 AO0153.The dynamic height is computed by dividing the NAVD 88
 AO0153.geopotential number by the normal gravity value computed on the
 AO0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0153.degrees latitude (g = 980.6199 gals.).
 AO0153
 AO0153.The modeled gravity was interpolated from observed gravity values.
 AO0153
 AO0153;                    North         East    Units  Estimated Accuracy
 AO0153;SPC TXSC     - 4,114,100.      628,700.      MT  (+/- 180 meters Scaled)
 AO0153
 AO0153                          SUPERSEDED SURVEY CONTROL
 AO0153
 AO0153  NGVD 29 (??/??/92)  165.157  (m)          541.85   (f) ADJ UNCH    2 0
 AO0153
 AO0153.Superseded values are not recommended for survey control.
 AO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0153.See file dsdata.txt to determine how the superseded data were derived.
 AO0153
 AO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS286927(NAD 83)
 AO0153_MARKER: DB = BENCH MARK DISK
 AO0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0153_STAMPING: K 324 1935
 AO0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0153+STABILITY: SURFACE MOTION
 AO0153
 AO0153  HISTORY     - Date     Condition        Report By
 AO0153  HISTORY     - 1935     MONUMENTED       CGS
 AO0153  HISTORY     - 1968     MARK NOT FOUND   USGS
 AO0153
 AO0153                          STATION DESCRIPTION
 AO0153
 AO0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0153'IN CHARLOTTE.
 AO0153'AT CHARLOTTE AND ALONG THE M.P.R.R. ABOUT 120 YARDS NORTH OF THE
 AO0153'STATION.  57 YARDS SOUTH OF THE SECOND ROAD CROSSING NORTH OF THE
 AO0153'STATION.  23 FEET EAST OF THE MAIN TRACK.  16 FEET WEST OF CENTER OF A
 AO0153'SIDE TRACK.
 AO0153
 AO0153                          STATION RECOVERY (1968)
 AO0153
 AO0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AO0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0397 ***********************************************************************
 BM0397  DESIGNATION -  K 325
 BM0397  PID         -  BM0397
 BM0397  STATE/COUNTY-  TX/MILAM
 BM0397  USGS QUAD   -  ROCKDALE WEST (1989)
 BM0397
 BM0397                         *CURRENT SURVEY CONTROL
 BM0397  ___________________________________________________________________
 BM0397* NAD 83(1986)-  30 42 32.     (N)    097 00 11.     (W)     SCALED    
 BM0397* NAVD 88     -       130.89   (+/-2cm)     429.4    (feet)  VERTCON   
 BM0397  ___________________________________________________________________
 BM0397  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0397
 BM0397  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0397
 BM0397.The horizontal coordinates were scaled from a topographic map and have
 BM0397.an estimated accuracy of +/- 6 seconds.
 BM0397
 BM0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0397.The vertical order pertains to the NGVD 29 superseded value.
 BM0397
 BM0397.The geoid height was determined by GEOID03.
 BM0397
 BM0397;                    North         East    Units  Estimated Accuracy
 BM0397;SPC TX C     - 3,120,310.    1,018,940.      MT  (+/- 180 meters Scaled)
 BM0397
 BM0397                          SUPERSEDED SURVEY CONTROL
 BM0397
 BM0397  NGVD 29 (??/??/92)  130.830  (m)          429.23   (f) ADJ UNCH    2 0
 BM0397
 BM0397.Superseded values are not recommended for survey control.
 BM0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0397.See file dsdata.txt to determine how the superseded data were derived.
 BM0397
 BM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU912990(NAD 83)
 BM0397_MARKER: DB = BENCH MARK DISK
 BM0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0397_STAMPING: K 325 1935
 BM0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0397+STABILITY: SURFACE MOTION
 BM0397
 BM0397  HISTORY     - Date     Condition        Report By
 BM0397  HISTORY     - 1935     MONUMENTED       CGS
 BM0397  HISTORY     - 1962     GOOD             USGS
 BM0397  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0397
 BM0397                          STATION DESCRIPTION
 BM0397
 BM0397'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BM0397'0.7 MI SE FROM MINERVA.
 BM0397'0.7 MILE SOUTHEAST ALONG U. S. HWY 77 FROM MINERVA, THENCE 3.0 MILES
 BM0397'SOUTH ALONG F.M. ROAD 1712 (OLD U.S. 77) TO A T-ROAD LEADING WEST, 93
 BM0397'FEET WEST AND 12 FEET SOUTH OF THE CENTER OF A ROAD INTERSECTION.  A
 BM0397'STANDARD DISK, STAMPED K 325 1935 AND SET IN THE TOP OF A CONCRETE
 BM0397'POST 0.2 FEET ABOVE GROUND.
 BM0397
 BM0397                          STATION RECOVERY (1999)
 BM0397
 BM0397'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0543 ***********************************************************************
 BZ0543  DESIGNATION -  K 326
 BZ0543  PID         -  BZ0543
 BZ0543  STATE/COUNTY-  TX/FALLS
 BZ0543  USGS QUAD   -  ROSEBUD (1978)
 BZ0543
 BZ0543                         *CURRENT SURVEY CONTROL
 BZ0543  ___________________________________________________________________
 BZ0543* NAD 83(1986)-  31 02 59.     (N)    096 59 36.     (W)     SCALED    
 BZ0543* NAVD 88     -       118.36   (+/-2cm)     388.3    (feet)  VERTCON   
 BZ0543  ___________________________________________________________________
 BZ0543  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BZ0543
 BZ0543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0543
 BZ0543.The horizontal coordinates were scaled from a topographic map and have
 BZ0543.an estimated accuracy of +/- 6 seconds.
 BZ0543
 BZ0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0543.The vertical order pertains to the NGVD 29 superseded value.
 BZ0543
 BZ0543.The geoid height was determined by GEOID03.
 BZ0543
 BZ0543;                    North         East    Units  Estimated Accuracy
 BZ0543;SPC TX C     - 3,158,100.    1,018,730.      MT  (+/- 180 meters Scaled)
 BZ0543
 BZ0543                          SUPERSEDED SURVEY CONTROL
 BZ0543
 BZ0543  NGVD 29 (??/??/92)  118.314  (m)          388.17   (f) ADJ UNCH    2 0
 BZ0543
 BZ0543.Superseded values are not recommended for survey control.
 BZ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0543.See file dsdata.txt to determine how the superseded data were derived.
 BZ0543
 BZ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV914368(NAD 83)
 BZ0543_MARKER: DB = BENCH MARK DISK
 BZ0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0543_SP_SET: CULVERT
 BZ0543_STAMPING: K 326 1935
 BZ0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0543
 BZ0543  HISTORY     - Date     Condition        Report By
 BZ0543  HISTORY     - 1935     MONUMENTED       CGS
 BZ0543  HISTORY     - 1961     GOOD             USGS
 BZ0543  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 BZ0543
 BZ0543                          STATION DESCRIPTION
 BZ0543
 BZ0543'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BZ0543'1.7 MI S FROM ROSEBUD.
 BZ0543'1.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BZ0543'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT ROSEBUD, 0.5 MILES SOUTH
 BZ0543'OF MILEPOST 132, 663 FEET NORTHEAST FROM A ROAD CROSSING, IN THE
 BZ0543'CENTER OF THE TOP OF THE CONCRETE CULVERT, 12 FEET NORTHWEST OF THE
 BZ0543'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 326 1935.
 BZ0543
 BZ0543                          STATION RECOVERY (2001)
 BZ0543
 BZ0543'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0854 ***********************************************************************
 BZ0854  DESIGNATION -  K 327
 BZ0854  PID         -  BZ0854
 BZ0854  STATE/COUNTY-  TX/MCLENNAN
 BZ0854  USGS QUAD   -  ROBINSON (1993)
 BZ0854
 BZ0854                         *CURRENT SURVEY CONTROL
 BZ0854  ___________________________________________________________________
 BZ0854* NAD 83(1986)-  31 27 17.     (N)    097 04 07.     (W)     SCALED    
 BZ0854* NAVD 88     -       120.71   (+/-2cm)     396.0    (feet)  VERTCON   
 BZ0854  ___________________________________________________________________
 BZ0854  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BZ0854
 BZ0854  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0854
 BZ0854.The horizontal coordinates were scaled from a topographic map and have
 BZ0854.an estimated accuracy of +/- 6 seconds.
 BZ0854
 BZ0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0854.The vertical order pertains to the NGVD 29 superseded value.
 BZ0854
 BZ0854.The geoid height was determined by GEOID03.
 BZ0854
 BZ0854;                    North         East    Units  Estimated Accuracy
 BZ0854;SPC TX C     - 3,202,770.    1,010,230.      MT  (+/- 180 meters Scaled)
 BZ0854
 BZ0854                          SUPERSEDED SURVEY CONTROL
 BZ0854
 BZ0854  NGVD 29 (??/??/92)  120.657  (m)          395.86   (f) ADJ UNCH    2 0
 BZ0854
 BZ0854.Superseded values are not recommended for survey control.
 BZ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0854.See file dsdata.txt to determine how the superseded data were derived.
 BZ0854
 BZ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV835816(NAD 83)
 BZ0854_MARKER: DB = BENCH MARK DISK
 BZ0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0854_STAMPING: K 327 1935
 BZ0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0854+STABILITY: SURFACE MOTION
 BZ0854
 BZ0854  HISTORY     - Date     Condition        Report By
 BZ0854  HISTORY     - 1935     MONUMENTED       CGS
 BZ0854  HISTORY     - 1943     GOOD             NGS
 BZ0854  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0854  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0854
 BZ0854                          STATION DESCRIPTION
 BZ0854
 BZ0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BZ0854'IN DOWNS.
 BZ0854'AT DOWNS, MCLENNAN COUNTY, ON THE SOUTHERN PACIFIC RAILROAD (FORMERLY
 BZ0854'THE TEXAS AND NEW ORLEANS RR), 77 FEET NORTHEAST OF THE DOWNS SIGN,
 BZ0854'0.5 MILE NORTH OF MILEPOST 162, AT A DIRT-ROAD CROSSING, 73 FEET EAST
 BZ0854'OF THE CENTERLINE OF THE TRACK, AND 24 FEET NORTH OF THE CENTERLINE OF
 BZ0854'THE ROAD.  A STANDARD DISK, STAMPED K 327 1935 AND SET IN THE TOP OF A
 BZ0854'CONCRETE POST.  NOTE-- USE WITH CAUTION.  THE POST HAS BEEN PULLED UP
 BZ0854'AND LEANS 0.5 FOOT TO ONE SIDE.
 BZ0854
 BZ0854                          STATION RECOVERY (1995)
 BZ0854
 BZ0854'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0854'MARK NOT FOUND.
 BZ0854
 BZ0854                          STATION RECOVERY (2001)
 BZ0854
 BZ0854'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ0854'RAILWAY HAS BEEN REPLACED BY HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0728 ***********************************************************************
 BM0728  DESIGNATION -  K 328 RESET 1941
 BM0728  PID         -  BM0728
 BM0728  STATE/COUNTY-  TX/WILLIAMSON
 BM0728  USGS QUAD   -  GEORGETOWN (1982)
 BM0728
 BM0728                         *CURRENT SURVEY CONTROL
 BM0728  ___________________________________________________________________
 BM0728* NAD 83(1986)-  30 38 13.     (N)    097 40 07.     (W)     SCALED    
 BM0728* NAVD 88     -       223.657  (meters)     733.78   (feet)  ADJUSTED  
 BM0728  ___________________________________________________________________
 BM0728  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BM0728  DYNAMIC HT  -         223.356 (meters)     732.79  (feet)  COMP
 BM0728  MODELED GRAV-     979,291.1   (mgal)                       NAVD 88
 BM0728
 BM0728  VERT ORDER  -  FIRST     CLASS II
 BM0728
 BM0728.The horizontal coordinates were scaled from a topographic map and have
 BM0728.an estimated accuracy of +/- 6 seconds.
 BM0728
 BM0728.The orthometric height was determined by differential leveling
 BM0728.and adjusted by the National Geodetic Survey in June 1991..
 BM0728
 BM0728.The geoid height was determined by GEOID03.
 BM0728
 BM0728.The dynamic height is computed by dividing the NAVD 88
 BM0728.geopotential number by the normal gravity value computed on the
 BM0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0728.degrees latitude (g = 980.6199 gals.).
 BM0728
 BM0728.The modeled gravity was interpolated from observed gravity values.
 BM0728
 BM0728;                    North         East    Units  Estimated Accuracy
 BM0728;SPC TX C     - 3,110,620.      955,400.      MT  (+/- 180 meters Scaled)
 BM0728
 BM0728                          SUPERSEDED SURVEY CONTROL
 BM0728
 BM0728  NGVD 29 (??/??/92)  223.574  (m)          733.51   (f) ADJ UNCH    1 2
 BM0728
 BM0728.Superseded values are not recommended for survey control.
 BM0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0728.See file dsdata.txt to determine how the superseded data were derived.
 BM0728
 BM0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU275901(NAD 83)
 BM0728_MARKER: DB = BENCH MARK DISK
 BM0728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0728_SP_SET: CULVERT
 BM0728_STAMPING: K 328 RESET 1941
 BM0728_MARK LOGO: CGS   
 BM0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0728+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 BM0728
 BM0728  HISTORY     - Date     Condition        Report By
 BM0728  HISTORY     - 1941     MONUMENTED       CGS
 BM0728  HISTORY     - 1954     GOOD             NGS
 BM0728  HISTORY     - 1980     GOOD             NGS
 BM0728  HISTORY     - 1990     GOOD             USPSQD
 BM0728  HISTORY     - 19990323 GOOD             USPSQD
 BM0728  HISTORY     - 20050724 GOOD             USPSQD
 BM0728
 BM0728                          STATION DESCRIPTION
 BM0728
 BM0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0728'IN GEORGETOWN.
 BM0728'AT GEORGETOWN, 72 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BM0728'MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS STATION, 8.5 FEET EAST OF
 BM0728'THE EAST RAIL OF THE MAIN TRACK, 18 FEET SOUTHEAST OF THE CENTER OF A
 BM0728'STREET CROSSING, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 BM0728'HEADWALL OF A 36 INCH PIPE CULVERT.
 BM0728
 BM0728                          STATION RECOVERY (1980)
 BM0728
 BM0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0728'IN GEORGETOWN, AT THE CROSSING OF EAST EIGHTH STREET AND THE MISSOURI
 BM0728'KANSAS AND TEXAS RAILROAD, 4.6 METERS (15.0 FT) SOUTH OF THE
 BM0728'CENTERLINE OF THE STREET, 2.6 METERS (8.5 FT) EAST OF THE EAST RAIL,
 BM0728'IN TOP AND 0.7 METER (2.0 FT) NORTH OF THE SOUTH END OF THE EAST
 BM0728'HEADWALL OF A 1-METER PIPE CULVERT.
 BM0728
 BM0728                          STATION RECOVERY (1990)
 BM0728
 BM0728'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0728'RECOVERED IN GOOD CONDITION.
 BM0728
 BM0728                          STATION RECOVERY (1999)
 BM0728
 BM0728'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0728'RECOVERED IN GOOD CONDITION.
 BM0728
 BM0728                          STATION RECOVERY (2005)
 BM0728
 BM0728'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2163 ***********************************************************************
 AX2163  DESIGNATION -  K 329
 AX2163  PID         -  AX2163
 AX2163  STATE/COUNTY-  TX/HAYS
 AX2163  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2163
 AX2163                         *CURRENT SURVEY CONTROL
 AX2163  ___________________________________________________________________
 AX2163* NAD 83(1986)-  29 50 57.     (N)    097 58 11.     (W)     SCALED    
 AX2163* NAVD 88     -       196.302  (meters)     644.03   (feet)  ADJUSTED  
 AX2163  ___________________________________________________________________
 AX2163  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AX2163  DYNAMIC HT  -         196.025 (meters)     643.13  (feet)  COMP
 AX2163  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 AX2163
 AX2163  VERT ORDER  -  FIRST     CLASS II
 AX2163
 AX2163.The horizontal coordinates were scaled from a topographic map and have
 AX2163.an estimated accuracy of +/- 6 seconds.
 AX2163
 AX2163.The orthometric height was determined by differential leveling
 AX2163.and adjusted by the National Geodetic Survey in June 1991..
 AX2163
 AX2163.The geoid height was determined by GEOID03.
 AX2163
 AX2163.The dynamic height is computed by dividing the NAVD 88
 AX2163.geopotential number by the normal gravity value computed on the
 AX2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2163.degrees latitude (g = 980.6199 gals.).
 AX2163
 AX2163.The modeled gravity was interpolated from observed gravity values.
 AX2163
 AX2163;                    North         East    Units  Estimated Accuracy
 AX2163;SPC TXSC     - 4,223,850.      699,550.      MT  (+/- 180 meters Scaled)
 AX2163
 AX2163                          SUPERSEDED SURVEY CONTROL
 AX2163
 AX2163  NGVD 29 (??/??/92)  196.218  (m)          643.76   (f) ADJ UNCH    1 2
 AX2163
 AX2163.Superseded values are not recommended for survey control.
 AX2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2163.See file dsdata.txt to determine how the superseded data were derived.
 AX2163
 AX2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU995025(NAD 83)
 AX2163_MARKER: DB = BENCH MARK DISK
 AX2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2163_STAMPING: K 329 1935
 AX2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2163+STABILITY: SURFACE MOTION
 AX2163
 AX2163  HISTORY     - Date     Condition        Report By
 AX2163  HISTORY     - 1935     MONUMENTED       CGS
 AX2163  HISTORY     - 1959     GOOD             NGS
 AX2163  HISTORY     - 19880321 MARK NOT FOUND   USPSQD
 AX2163  HISTORY     - 19910828 MARK NOT FOUND   USPSQD
 AX2163
 AX2163                          STATION DESCRIPTION
 AX2163
 AX2163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2163'2.7 MI SW FROM SAN MARCOS.
 AX2163'2.7 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AX2163'STATION AT SAN MARCOS, AT POLE 212+13, AT A FARM-ROAD CROSSING, 20
 AX2163'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 45 FEET SOUTHEAST OF THE
 AX2163'CENTERLINE OF THE TRACK, 57 FEET NORTHWEST OF THE CENTERLINE OF THE
 AX2163'MISSOURI-KANSAS-TEXAS RAILROAD, AND 3 FEET SOUTHWEST OF A WHITE WOODEN
 AX2163'WITNESS POST.  A STANDARD DISK, STAMPED K 329 1935 AND SET IN THE TOP
 AX2163'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 AX2163
 AX2163                          STATION RECOVERY (1988)
 AX2163
 AX2163'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEP)
 AX2163'MARK NOT FOUND.
 AX2163
 AX2163                          STATION RECOVERY (1991)
 AX2163
 AX2163'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0282 ***********************************************************************
 AB0282  DESIGNATION -  K 33
 AB0282  PID         -  AB0282
 AB0282  STATE/COUNTY-  TX/CAMERON
 AB0282  USGS QUAD   -  LOS FRESNOS (1983)
 AB0282
 AB0282                         *CURRENT SURVEY CONTROL
 AB0282  ___________________________________________________________________
 AB0282* NAD 83(1986)-  26 06 53.     (N)    097 28 20.     (W)     SCALED    
 AB0282* NAVD 88     -         5.926  (meters)      19.44   (feet)  POSTED    
 AB0282  ___________________________________________________________________
 AB0282  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AB0282  DYNAMIC HT  -           5.920 (meters)      19.42  (feet)  COMP
 AB0282  MODELED GRAV-     979,046.8   (mgal)                       NAVD 88
 AB0282
 AB0282  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0282
 AB0282.The horizontal coordinates were scaled from a topographic map and have
 AB0282.an estimated accuracy of +/- 6 seconds.
 AB0282
 AB0282.The orthometric height was determined by differential leveling
 AB0282.and adjusted by the National Geodetic Survey in 1992..
 AB0282.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0282.rate of 3.1 thru 4.0 mm/km.
 AB0282
 AB0282.The geoid height was determined by GEOID03.
 AB0282
 AB0282.The dynamic height is computed by dividing the NAVD 88
 AB0282.geopotential number by the normal gravity value computed on the
 AB0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0282.degrees latitude (g = 980.6199 gals.).
 AB0282
 AB0282.The modeled gravity was interpolated from observed gravity values.
 AB0282
 AB0282;                    North         East    Units  Estimated Accuracy
 AB0282;SPC TX S     - 5,050,060.      402,800.      MT  (+/- 180 meters Scaled)
 AB0282
 AB0282                          SUPERSEDED SURVEY CONTROL
 AB0282
 AB0282  NGVD 29 (??/??/92)    6.032  (m)           19.79   (f) ADJ UNCH    2 0
 AB0282
 AB0282.Superseded values are not recommended for survey control.
 AB0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0282.See file dsdata.txt to determine how the superseded data were derived.
 AB0282
 AB0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP527892(NAD 83)
 AB0282_MARKER: DD = SURVEY DISK
 AB0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0282_SP_SET: CULVERT
 AB0282_STAMPING: K 33 19.59
 AB0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0282
 AB0282  HISTORY     - Date     Condition        Report By
 AB0282  HISTORY     - UNK      MONUMENTED
 AB0282  HISTORY     - 1942     MARK NOT FOUND   NGS
 AB0282  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0282
 AB0282                          STATION DESCRIPTION
 AB0282
 AB0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0282'3.4 MI N FROM LOS FRESNOS.
 AB0282'3.4 MILES NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0282'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, 21 FEET EAST OF AND 0.5
 AB0282'FOOT LOWER THAN THE CENTERLINE OF THE ROAD, AT A SMALL CONCRETE
 AB0282'CULVERT, AND IN THE CENTER OF THE EAST HEADWALL.  A CAMERON COUNTY
 AB0282'STANDARD DISK, STAMPED K 33 19.59.  NOTE-- THE AREA HAS BEEN IMPROVED
 AB0282'AND THE ROAD IS WIDER-- THE CULVERT MAY HAVE BEEN REMOVED OR BURIED.
 AB0282
 AB0282                          STATION RECOVERY (1987)
 AB0282
 AB0282'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1304 ***********************************************************************
 AY1304  DESIGNATION -  K 33 RESET 1967
 AY1304  PID         -  AY1304
 AY1304  STATE/COUNTY-  TX/UVALDE
 AY1304  USGS QUAD   -  UVALDE (1971)
 AY1304
 AY1304                         *CURRENT SURVEY CONTROL
 AY1304  ___________________________________________________________________
 AY1304* NAD 83(1986)-  29 12 33.     (N)    099 47 12.     (W)     SCALED    
 AY1304* NAVD 88     -       277.398  (meters)     910.10   (feet)  ADJUSTED  
 AY1304  ___________________________________________________________________
 AY1304  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY1304  DYNAMIC HT  -         276.996 (meters)     908.78  (feet)  COMP
 AY1304  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 AY1304
 AY1304  VERT ORDER  -  FIRST     CLASS II
 AY1304
 AY1304.The horizontal coordinates were scaled from a topographic map and have
 AY1304.an estimated accuracy of +/- 6 seconds.
 AY1304
 AY1304.The orthometric height was determined by differential leveling
 AY1304.and adjusted by the National Geodetic Survey in June 1991..
 AY1304
 AY1304.The geoid height was determined by GEOID03.
 AY1304
 AY1304.The dynamic height is computed by dividing the NAVD 88
 AY1304.geopotential number by the normal gravity value computed on the
 AY1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1304.degrees latitude (g = 980.6199 gals.).
 AY1304
 AY1304.The modeled gravity was interpolated from observed gravity values.
 AY1304
 AY1304;                    North         East    Units  Estimated Accuracy
 AY1304;SPC TXSC     - 4,152,740.      523,510.      MT  (+/- 180 meters Scaled)
 AY1304
 AY1304                          SUPERSEDED SURVEY CONTROL
 AY1304
 AY1304.No superseded survey control is available for this station.
 AY1304
 AY1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT235314(NAD 83)
 AY1304_MARKER: DB = BENCH MARK DISK
 AY1304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1304_SP_SET: STEP
 AY1304_STAMPING: K 33 RESET 1967 ELEV 909.643
 AY1304_MARK LOGO: CGS   
 AY1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1304
 AY1304  HISTORY     - Date     Condition        Report By
 AY1304  HISTORY     - 1967     MONUMENTED       LOCSUR
 AY1304  HISTORY     - 1968     GOOD             LOCSUR
 AY1304  HISTORY     - 1982     GOOD             NGS
 AY1304  HISTORY     - 1987     GOOD             USPSQD
 AY1304  HISTORY     - 20021110 GOOD             USPSQD
 AY1304
 AY1304                          STATION DESCRIPTION
 AY1304
 AY1304'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 AY1304'IN UVALDE.
 AY1304'AT UVALDE, AT THE NORTH ENTRANCE TO THE COURTHOUSE AND IN THE 5TH STEP
 AY1304'ADJACENT TO THE BUILDING, A STANDARD DISK DRILLED IN.
 AY1304
 AY1304                          STATION RECOVERY (1982)
 AY1304
 AY1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1304'RECOVERED THIS DATE, IN UVALDE, AT THE EAST ENTRANCE TO THE U.S. POST
 AY1304'OFFICE, SET IN TOP AND AT THE WEST EDGE OF THE 5TH STEP FROM THE
 AY1304'BOTTOM OF THE NORTH STEPS LEADING TO ENTRANCE DOOR, AND 7.3 METERS
 AY1304'(24.0 FT) NORTH OF THE EAST ENTRANCE.
 AY1304'THE MARK IS 0.91 M ABOVE SIDEWALK.
 AY1304
 AY1304                          STATION RECOVERY (1987)
 AY1304
 AY1304'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1304'RECOVERED IN GOOD CONDITION.
 AY1304
 AY1304                          STATION RECOVERY (2002)
 AY1304
 AY1304'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AY1304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0670 ***********************************************************************
 AX0670  DESIGNATION -  K 330
 AX0670  PID         -  AX0670
 AX0670  STATE/COUNTY-  TX/JACKSON
 AX0670  USGS QUAD   -  GANADO (1981)
 AX0670
 AX0670                         *CURRENT SURVEY CONTROL
 AX0670  ___________________________________________________________________
 AX0670* NAD 83(1986)-  29 00 30.     (N)    096 35 09.     (W)     SCALED    
 AX0670* NAVD 88     -        18.83   (+/-2cm)      61.8    (feet)  VERTCON   
 AX0670  ___________________________________________________________________
 AX0670  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0670
 AX0670  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0670
 AX0670.The horizontal coordinates were scaled from a topographic map and have
 AX0670.an estimated accuracy of +/- 6 seconds.
 AX0670
 AX0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0670.The vertical order pertains to the NGVD 29 superseded value.
 AX0670
 AX0670.The geoid height was determined by GEOID03.
 AX0670
 AX0670;                    North         East    Units  Estimated Accuracy
 AX0670;SPC TXSC     - 4,132,650.      835,170.      MT  (+/- 180 meters Scaled)
 AX0670
 AX0670                          SUPERSEDED SURVEY CONTROL
 AX0670
 AX0670  NGVD 29 (??/??/92)   18.83   (m)           61.8    (f) COMPUTED    2 0
 AX0670
 AX0670.Superseded values are not recommended for survey control.
 AX0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0670.See file dsdata.txt to determine how the superseded data were derived.
 AX0670
 AX0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT351113(NAD 83)
 AX0670_MARKER: DB = BENCH MARK DISK
 AX0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0670_STAMPING: K 330 1935
 AX0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0670+STABILITY: SURFACE MOTION
 AX0670
 AX0670  HISTORY     - Date     Condition        Report By
 AX0670  HISTORY     - 1935     MONUMENTED       CGS
 AX0670  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0670  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0670  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0670
 AX0670                          STATION DESCRIPTION
 AX0670
 AX0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0670'4.4 MI NE FROM EDNA.
 AX0670'4.4 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0670'CITY WATER TOWER AT EDNA, 60 FEET NORTHWEST OF MILEPOST 62, 33 FEET
 AX0670'NORTHWEST OF THE CENTER LINE OF THE TRACK, AND 11 FEET SOUTHEAST OF
 AX0670'THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 AX0670
 AX0670                          STATION RECOVERY (1987)
 AX0670
 AX0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0670'NOT RECOVERED.
 AX0670
 AX0670                          STATION RECOVERY (1998)
 AX0670
 AX0670'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1048 ***********************************************************************
 AX1048  DESIGNATION -  K 333
 AX1048  PID         -  AX1048
 AX1048  STATE/COUNTY-  TX/COLORADO
 AX1048  USGS QUAD   -  COLUMBUS (1981)
 AX1048
 AX1048                         *CURRENT SURVEY CONTROL
 AX1048  ___________________________________________________________________
 AX1048* NAD 83(1986)-  29 42 18.     (N)    096 34 07.     (W)     SCALED    
 AX1048* NAVD 88     -        68.57   (+/-2cm)     225.0    (feet)  VERTCON   
 AX1048  ___________________________________________________________________
 AX1048  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1048
 AX1048  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1048
 AX1048.The horizontal coordinates were scaled from a topographic map and have
 AX1048.an estimated accuracy of +/- 6 seconds.
 AX1048
 AX1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1048.The vertical order pertains to the NGVD 29 superseded value.
 AX1048
 AX1048.The geoid height was determined by GEOID03.
 AX1048
 AX1048;                    North         East    Units  Estimated Accuracy
 AX1048;SPC TXSC     - 4,209,880.      835,240.      MT  (+/- 180 meters Scaled)
 AX1048
 AX1048                          SUPERSEDED SURVEY CONTROL
 AX1048
 AX1048  NGVD 29 (??/??/92)   68.551  (m)          224.90   (f) ADJ UNCH    2 0
 AX1048
 AX1048.Superseded values are not recommended for survey control.
 AX1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1048.See file dsdata.txt to determine how the superseded data were derived.
 AX1048
 AX1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT352885(NAD 83)
 AX1048_MARKER: DB = BENCH MARK DISK
 AX1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1048_STAMPING: K 333 1935
 AX1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1048+STABILITY: SURFACE MOTION
 AX1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1048+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1048
 AX1048  HISTORY     - Date     Condition        Report By
 AX1048  HISTORY     - 1935     MONUMENTED       CGS
 AX1048  HISTORY     - 1943     GOOD             NGS
 AX1048  HISTORY     - 20040318 GOOD             USPSQD
 AX1048  HISTORY     - 20050318 GOOD             USPSQD
 AX1048
 AX1048                          STATION DESCRIPTION
 AX1048
 AX1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1048'1.8 MI W FROM COLUMBUS.
 AX1048'1.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 AX1048'COLUMBUS, COLORADO COUNTY, 1.0 MILE EAST OF THE STATION AT GLIDDEN,
 AX1048'382 FEET WEST OF MILEPOST 86, AT A GRAVEL-ROAD CROSSING, 46.5 FEET
 AX1048'SOUTH OF THE CENTERLINE OF THE TRACK, 37.5 FEET EAST OF THE CENTERLINE
 AX1048'OF THE GRAVEL ROAD, 2.8 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 AX1048'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 333
 AX1048'1935 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 AX1048'GROUND.
 AX1048
 AX1048                          STATION RECOVERY (2004)
 AX1048
 AX1048'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1048'RECOVERED IN GOOD CONDITION.
 AX1048
 AX1048                          STATION RECOVERY (2005)
 AX1048
 AX1048'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1558 ***********************************************************************
 AN1558  DESIGNATION -  K 334
 AN1558  PID         -  AN1558
 AN1558  STATE/COUNTY-  TX/SAN PATRICIO
 AN1558  USGS QUAD   -  MATHIS (1979)
 AN1558
 AN1558                         *CURRENT SURVEY CONTROL
 AN1558  ___________________________________________________________________
 AN1558* NAD 83(1986)-  28 02 19.     (N)    097 51 40.     (W)     SCALED    
 AN1558* NAVD 88     -        17.889  (meters)      58.69   (feet)  POSTED    
 AN1558  ___________________________________________________________________
 AN1558  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AN1558  DYNAMIC HT  -          17.860 (meters)      58.60  (feet)  COMP
 AN1558  MODELED GRAV-     979,127.4   (mgal)                       NAVD 88
 AN1558
 AN1558  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AN1558
 AN1558.The horizontal coordinates were scaled from a topographic map and have
 AN1558.an estimated accuracy of +/- 6 seconds.
 AN1558
 AN1558.The orthometric height was determined by differential leveling
 AN1558.and adjusted by the National Geodetic Survey in 1992..
 AN1558.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AN1558.rate of 1.1 thru 2.0 mm/km.
 AN1558
 AN1558.The geoid height was determined by GEOID03.
 AN1558
 AN1558.The dynamic height is computed by dividing the NAVD 88
 AN1558.geopotential number by the normal gravity value computed on the
 AN1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1558.degrees latitude (g = 980.6199 gals.).
 AN1558
 AN1558.The modeled gravity was interpolated from observed gravity values.
 AN1558
 AN1558;                    North         East    Units  Estimated Accuracy
 AN1558;SPC TX S     - 5,262,970.      362,820.      MT  (+/- 180 meters Scaled)
 AN1558
 AN1558                          SUPERSEDED SURVEY CONTROL
 AN1558
 AN1558  NGVD 29 (??/??/92)   17.959  (m)           58.92   (f) ADJ UNCH    2 0
 AN1558
 AN1558.Superseded values are not recommended for survey control.
 AN1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1558.See file dsdata.txt to determine how the superseded data were derived.
 AN1558
 AN1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS119020(NAD 83)
 AN1558_MARKER: DB = BENCH MARK DISK
 AN1558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1558_SP_SET: PIER
 AN1558_STAMPING: K-334 1935
 AN1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1558
 AN1558  HISTORY     - Date     Condition        Report By
 AN1558  HISTORY     - 1935     MONUMENTED       CGS
 AN1558
 AN1558                          STATION DESCRIPTION
 AN1558
 AN1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1558'1.8 MI N FROM SANDIA.
 AN1558'ALONG S.P.R.R. 9 FEET EAST OF THE TRACK.  6 FEET BELOW LEVEL OF TOP OF
 AN1558'RAIL.  IN TOP OF NORTHEAST CONCRETE PIER OF RAILROAD BRIDGE OVER THE
 AN1558'NUECES RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0070 ***********************************************************************
 AJ0070  DESIGNATION -  K 335
 AJ0070  PID         -  AJ0070
 AJ0070  STATE/COUNTY-  TX/JIM WELLS
 AJ0070  USGS QUAD   -  SAN DIEGO NE (1963)
 AJ0070
 AJ0070                         *CURRENT SURVEY CONTROL
 AJ0070  ___________________________________________________________________
 AJ0070* NAD 83(1986)-  27 55 10.     (N)    098 05 22.     (W)     SCALED    
 AJ0070* NAVD 88     -        91.940  (meters)     301.64   (feet)  POSTED    
 AJ0070  ___________________________________________________________________
 AJ0070  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AJ0070  DYNAMIC HT  -          91.800 (meters)     301.18  (feet)  COMP
 AJ0070  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 AJ0070
 AJ0070  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AJ0070
 AJ0070.The horizontal coordinates were scaled from a topographic map and have
 AJ0070.an estimated accuracy of +/- 6 seconds.
 AJ0070
 AJ0070.The orthometric height was determined by differential leveling
 AJ0070.and adjusted by the National Geodetic Survey in 1992..
 AJ0070.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AJ0070.rate of 2.1 thru 3.0 mm/km.
 AJ0070
 AJ0070.The geoid height was determined by GEOID03.
 AJ0070
 AJ0070.The dynamic height is computed by dividing the NAVD 88
 AJ0070.geopotential number by the normal gravity value computed on the
 AJ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0070.degrees latitude (g = 980.6199 gals.).
 AJ0070
 AJ0070.The modeled gravity was interpolated from observed gravity values.
 AJ0070
 AJ0070;                    North         East    Units  Estimated Accuracy
 AJ0070;SPC TX S     - 5,249,670.      340,410.      MT  (+/- 180 meters Scaled)
 AJ0070
 AJ0070                          SUPERSEDED SURVEY CONTROL
 AJ0070
 AJ0070  NGVD 29 (??/??/92)   91.998  (m)          301.83   (f) ADJ UNCH    2 0
 AJ0070
 AJ0070.Superseded values are not recommended for survey control.
 AJ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0070.See file dsdata.txt to determine how the superseded data were derived.
 AJ0070
 AJ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR895886(NAD 83)
 AJ0070_MARKER: DB = BENCH MARK DISK
 AJ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0070_STAMPING: K-335 1935
 AJ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0070+STABILITY: SURFACE MOTION
 AJ0070
 AJ0070  HISTORY     - Date     Condition        Report By
 AJ0070  HISTORY     - 1935     MONUMENTED       CGS
 AJ0070  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AJ0070
 AJ0070                          STATION DESCRIPTION
 AJ0070
 AJ0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0070'12.1 MI N FROM ALICE.
 AJ0070'12.1 MILES NORTH OF AND ALONG STATE HIGHWAY 66.  53 FEET WEST OF
 AJ0070'CENTER LINE OF HIGHWAY.  JUST INSIDE RIGHT OF WAY FENCE.  18 FEET
 AJ0070'NORTH OF FARMERS GATE AND ROAD.  ON OPPOSITE OF HIGHWAY IS A SIMILAR
 AJ0070'GATE AND ROAD LEADING TO A FARM HOUSE.
 AJ0070
 AJ0070                          STATION RECOVERY (1990)
 AJ0070
 AJ0070'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AJ0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2155 ***********************************************************************
 BX2155  DESIGNATION -  K 336
 BX2155  PID         -  BX2155
 BX2155  STATE/COUNTY-  TX/SABINE
 BX2155  USGS QUAD   -  PINELAND NORTH (1984)
 BX2155
 BX2155                         *CURRENT SURVEY CONTROL
 BX2155  ___________________________________________________________________
 BX2155* NAD 83(1986)-  31 15 53.     (N)    093 59 22.     (W)     SCALED    
 BX2155* NAVD 88     -        92.42   (+/-2cm)     303.2    (feet)  VERTCON   
 BX2155  ___________________________________________________________________
 BX2155  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BX2155
 BX2155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2155
 BX2155.The horizontal coordinates were scaled from a topographic map and have
 BX2155.an estimated accuracy of +/- 6 seconds.
 BX2155
 BX2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2155.The vertical order pertains to the NGVD 29 superseded value.
 BX2155
 BX2155.The geoid height was determined by GEOID03.
 BX2155
 BX2155;                    North         East    Units  Estimated Accuracy
 BX2155;SPC TX C     - 3,194,380.    1,303,800.      MT  (+/- 180 meters Scaled)
 BX2155
 BX2155                          SUPERSEDED SURVEY CONTROL
 BX2155
 BX2155  NGVD 29 (??/??/??)   92.437  (m)          303.27   (f) ADJUSTED    2 0
 BX2155
 BX2155.Superseded values are not recommended for survey control.
 BX2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2155.See file dsdata.txt to determine how the superseded data were derived.
 BX2155
 BX2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ058593(NAD 83)
 BX2155_MARKER: DB = BENCH MARK DISK
 BX2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2155_STAMPING: K 336 1952
 BX2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2155+STABILITY: SURFACE MOTION
 BX2155
 BX2155  HISTORY     - Date     Condition        Report By
 BX2155  HISTORY     - 1952     MONUMENTED       CGS
 BX2155  HISTORY     - 1979     MARK NOT FOUND   NGS
 BX2155
 BX2155                          STATION DESCRIPTION
 BX2155
 BX2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2155'1.5 MI NW FROM PINELAND.
 BX2155'0.15 MILE SOUTH ALONG FARM ROADS 1 AND 83 FROM THE HIGHWAY SCHOOL AT
 BX2155'PINELAND, THENCE 0.9 MILE WEST ALONG FARM ROAD 83, THENCE 0.45 MILE
 BX2155'NORTH ALONG U.S. HIGHWAY 96, AT A JUNCTION WITH A GRADED DIRT ROAD
 BX2155'LEADING WEST, 170 FEET SOUTHEAST OF A POWER POLE, 81 FEET NORTH OF THE
 BX2155'CENTER LINE OF THE GRADED DIRT ROAD, 62 FEET SOUTHWEST OF A 14 INCH
 BX2155'PINE TREE, 56.4 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 BX2155'EAST OF THE CENTER LINE OF A PRIVATE ROAD, 12 FEET ABOVE THE LEVEL OF
 BX2155'THE HIGHWAY, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BX2155'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BX2155
 BX2155                          STATION RECOVERY (1979)
 BX2155
 BX2155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0451 ***********************************************************************
 BY0451  DESIGNATION -  K 337
 BY0451  PID         -  BY0451
 BY0451  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0451  USGS QUAD   -  BRONSON (1984)
 BY0451
 BY0451                         *CURRENT SURVEY CONTROL
 BY0451  ___________________________________________________________________
 BY0451* NAD 83(1986)-  31 16 10.     (N)    094 05 53.     (W)     SCALED    
 BY0451* NAVD 88     -        64.56   (+/-2cm)     211.8    (feet)  VERTCON   
 BY0451  ___________________________________________________________________
 BY0451  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BY0451
 BY0451  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0451
 BY0451.The horizontal coordinates were scaled from a topographic map and have
 BY0451.an estimated accuracy of +/- 6 seconds.
 BY0451
 BY0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0451.The vertical order pertains to the NGVD 29 superseded value.
 BY0451
 BY0451.The geoid height was determined by GEOID03.
 BY0451
 BY0451;                    North         East    Units  Estimated Accuracy
 BY0451;SPC TX C     - 3,194,310.    1,293,440.      MT  (+/- 180 meters Scaled)
 BY0451
 BY0451                          SUPERSEDED SURVEY CONTROL
 BY0451
 BY0451  NGVD 29 (??/??/92)   64.582  (m)          211.88   (f) ADJ UNCH    2 0
 BY0451
 BY0451.Superseded values are not recommended for survey control.
 BY0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0451.See file dsdata.txt to determine how the superseded data were derived.
 BY0451
 BY0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ954599(NAD 83)
 BY0451_MARKER: DB = BENCH MARK DISK
 BY0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0451_STAMPING: K 337 1952
 BY0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0451+STABILITY: SURFACE MOTION
 BY0451
 BY0451  HISTORY     - Date     Condition        Report By
 BY0451  HISTORY     - 1952     MONUMENTED       CGS
 BY0451  HISTORY     - 1955     GOOD             USGS
 BY0451
 BY0451                          STATION DESCRIPTION
 BY0451
 BY0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0451'21.35 MI S FROM SAN AUGUSTINE.
 BY0451'8.65 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT
 BY0451'SAN AUGUSTINE, THENCE 10.65 MILES SOUTH ALONG FARM ROAD 705, THENCE
 BY0451'2.05 MILES EAST ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH A DIRT
 BY0451'ROAD LEADING NORTHWEST, 106 FEET EAST OF A POWER POLE, 110 FEET
 BY0451'NORTHEAST OF A FENCE CORNER, 82 FEET EAST OF THE CENTER LINE OF THE
 BY0451'DIRT ROAD LEADING NORTHWEST, 55 FEET NORTH OF THE CENTER LINE OF THE
 BY0451'GRADED DIRT ROAD, 2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 BY0451'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  NOTE-- THIS
 BY0451'MARK IS 2.05 MILES EAST ALONG A GRADED DIRT ROAD AT A JUNCTION WITH A
 BY0451'DIRT ROAD LEADING NORTH, 73 FEET EAST OF THE CENTERLINE OF THE DIRT
 BY0451'ROAD LEADING NORTH.
 BY0451
 BY0451                          STATION RECOVERY (1955)
 BY0451
 BY0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 BY0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0481 ***********************************************************************
 GK0481  DESIGNATION -  K 338
 GK0481  PID         -  GK0481
 GK0481  STATE/COUNTY-  TX/HANSFORD
 GK0481  USGS QUAD   -  WEST OF GRUVER (1974)
 GK0481
 GK0481                         *CURRENT SURVEY CONTROL
 GK0481  ___________________________________________________________________
 GK0481* NAD 83(1986)-  36 17 04.     (N)    101 31 57.     (W)     SCALED    
 GK0481* NAVD 88     -      1011.591  (meters)    3318.86   (feet)  ADJUSTED  
 GK0481  ___________________________________________________________________
 GK0481  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 GK0481  DYNAMIC HT  -        1010.490 (meters)    3315.25  (feet)  COMP
 GK0481  MODELED GRAV-     979,509.2   (mgal)                       NAVD 88
 GK0481
 GK0481  VERT ORDER  -  SECOND    CLASS 0
 GK0481
 GK0481.The horizontal coordinates were scaled from a topographic map and have
 GK0481.an estimated accuracy of +/- 6 seconds.
 GK0481
 GK0481.The orthometric height was determined by differential leveling
 GK0481.and adjusted by the National Geodetic Survey in June 1991..
 GK0481
 GK0481.The geoid height was determined by GEOID03.
 GK0481
 GK0481.The dynamic height is computed by dividing the NAVD 88
 GK0481.geopotential number by the normal gravity value computed on the
 GK0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0481.degrees latitude (g = 980.6199 gals.).
 GK0481
 GK0481.The modeled gravity was interpolated from observed gravity values.
 GK0481
 GK0481;                    North         East    Units  Estimated Accuracy
 GK0481;SPC TX N     - 1,253,440.      197,080.      MT  (+/- 180 meters Scaled)
 GK0481
 GK0481                          SUPERSEDED SURVEY CONTROL
 GK0481
 GK0481  NGVD 29 (??/??/92) 1011.128  (m)         3317.34   (f) ADJ UNCH    2 0
 GK0481
 GK0481.Superseded values are not recommended for survey control.
 GK0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0481.See file dsdata.txt to determine how the superseded data were derived.
 GK0481
 GK0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF725184(NAD 83)
 GK0481_MARKER: DB = BENCH MARK DISK
 GK0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0481_STAMPING: K 338 1952
 GK0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0481+STABILITY: SURFACE MOTION
 GK0481
 GK0481  HISTORY     - Date     Condition        Report By
 GK0481  HISTORY     - 1952     MONUMENTED       CGS
 GK0481
 GK0481                          STATION DESCRIPTION
 GK0481
 GK0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0481'8.35 MI NW FROM GRUVER.
 GK0481'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0481'THENCE 6.0 MILES WEST ALONG FARM ROAD 289, THENCE 1.0 MILE NORTH ALONG
 GK0481'FARM ROAD 1262, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, 140
 GK0481'FEET WEST OF THE NORTHWEST CORNER OF A STUCCO FARMHOUSE, 89 FEET SOUTH
 GK0481'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 15 FEET EAST OF THE
 GK0481'CENTER LINE OF A ROAD LEADING SOUTH, 1.2 FEET WEST OF A FENCE, 2 FEET
 GK0481'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GK0481'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0193 ***********************************************************************
 GL0193  DESIGNATION -  K 339
 GL0193  PID         -  GL0193
 GL0193  STATE/COUNTY-  TX/SHERMAN
 GL0193  USGS QUAD   -  LAUTZ (1965)
 GL0193
 GL0193                         *CURRENT SURVEY CONTROL
 GL0193  ___________________________________________________________________
 GL0193* NAD 83(1986)-  36 14 23.     (N)    102 07 00.     (W)     SCALED    
 GL0193* NAVD 88     -      1130.384  (meters)    3708.60   (feet)  ADJUSTED  
 GL0193  ___________________________________________________________________
 GL0193  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 GL0193  DYNAMIC HT  -        1129.121 (meters)    3704.46  (feet)  COMP
 GL0193  MODELED GRAV-     979,476.6   (mgal)                       NAVD 88
 GL0193
 GL0193  VERT ORDER  -  SECOND    CLASS 0
 GL0193
 GL0193.The horizontal coordinates were scaled from a topographic map and have
 GL0193.an estimated accuracy of +/- 6 seconds.
 GL0193
 GL0193.The orthometric height was determined by differential leveling
 GL0193.and adjusted by the National Geodetic Survey in June 1991..
 GL0193
 GL0193.The geoid height was determined by GEOID03.
 GL0193
 GL0193.The dynamic height is computed by dividing the NAVD 88
 GL0193.geopotential number by the normal gravity value computed on the
 GL0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0193.degrees latitude (g = 980.6199 gals.).
 GL0193
 GL0193.The modeled gravity was interpolated from observed gravity values.
 GL0193
 GL0193;                    North         East    Units  Estimated Accuracy
 GL0193;SPC TX N     - 1,248,650.      144,570.      MT  (+/- 180 meters Scaled)
 GL0193
 GL0193                          SUPERSEDED SURVEY CONTROL
 GL0193
 GL0193.No superseded survey control is available for this station.
 GL0193
 GL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA591143(NAD 83)
 GL0193_MARKER: DB = BENCH MARK DISK
 GL0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0193_STAMPING: K 339 1952
 GL0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0193+STABILITY: SURFACE MOTION
 GL0193
 GL0193  HISTORY     - Date     Condition        Report By
 GL0193  HISTORY     - 1952     MONUMENTED       CGS
 GL0193
 GL0193                          STATION DESCRIPTION
 GL0193
 GL0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0193'8.5 MI E FROM CONLEN.
 GL0193'0.5 MILE SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S. HIGHWAY
 GL0193'54 AT CONLEN, THENCE 6.0 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 GL0193'1.0 MILE EAST ALONG A NEW FARM TO MARKET ROAD, THENCE 1.0 MILE NORTH
 GL0193'ALONG A NEW FARM TO MARKET ROAD, 139 FEET NORTH OF A FENCE LEADING
 GL0193'WEST, 53 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 10
 GL0193'FEET NORTH OF A POWER POLE, 1 FOOT EAST OF A FENCE, 2 FEET SOUTH OF A
 GL0193'WITNESS POST, 1.0 MILE SOUTH OF BENCH MARK J 339, SET IN THE TOP OF A
 GL0193'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0283 ***********************************************************************
 AB0283  DESIGNATION -  K 34
 AB0283  PID         -  AB0283
 AB0283  STATE/COUNTY-  TX/CAMERON
 AB0283  USGS QUAD   -  LOS FRESNOS (1983)
 AB0283
 AB0283                         *CURRENT SURVEY CONTROL
 AB0283  ___________________________________________________________________
 AB0283* NAD 83(1986)-  26 07 06.     (N)    097 28 19.     (W)     SCALED    
 AB0283* NAVD 88     -         7.707  (meters)      25.29   (feet)  POSTED    
 AB0283  ___________________________________________________________________
 AB0283  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 AB0283  DYNAMIC HT  -           7.690 (meters)      25.23  (feet)  COMP
 AB0283  MODELED GRAV-     979,047.1   (mgal)                       NAVD 88
 AB0283
 AB0283  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0283
 AB0283.The horizontal coordinates were scaled from a topographic map and have
 AB0283.an estimated accuracy of +/- 6 seconds.
 AB0283
 AB0283.The orthometric height was determined by differential leveling
 AB0283.and adjusted by the National Geodetic Survey in 1992..
 AB0283.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0283.rate of 3.1 thru 4.0 mm/km.
 AB0283
 AB0283.The geoid height was determined by GEOID03.
 AB0283
 AB0283.The dynamic height is computed by dividing the NAVD 88
 AB0283.geopotential number by the normal gravity value computed on the
 AB0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0283.degrees latitude (g = 980.6199 gals.).
 AB0283
 AB0283.The modeled gravity was interpolated from observed gravity values.
 AB0283
 AB0283;                    North         East    Units  Estimated Accuracy
 AB0283;SPC TX S     - 5,050,460.      402,820.      MT  (+/- 180 meters Scaled)
 AB0283
 AB0283                          SUPERSEDED SURVEY CONTROL
 AB0283
 AB0283  NGVD 29 (??/??/92)    7.814  (m)           25.64   (f) ADJ UNCH    2 0
 AB0283
 AB0283.Superseded values are not recommended for survey control.
 AB0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0283.See file dsdata.txt to determine how the superseded data were derived.
 AB0283
 AB0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP527896(NAD 83)
 AB0283_MARKER: DD = SURVEY DISK
 AB0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0283_SP_SET: SYPHON
 AB0283_STAMPING: K 34 25.47
 AB0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0283
 AB0283  HISTORY     - Date     Condition        Report By
 AB0283  HISTORY     - UNK      MONUMENTED
 AB0283  HISTORY     - 1942     GOOD             NGS
 AB0283  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0283  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0283
 AB0283                          STATION DESCRIPTION
 AB0283
 AB0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0283'3.2 MI N FROM LOS FRESNOS.
 AB0283'3.2 MILES NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0283'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, 15 FEET WEST OF AND 3 FEET
 AB0283'LOWER THAN THE CENTERLINE OF THE ROAD, AT A CONCRETE SYPHON, AND IN
 AB0283'THE CENTER OF THE WEST HEADWALL.  A CAMERON COUNTY STANDARD DISK,
 AB0283'STAMPED K 34 25.47.
 AB0283
 AB0283                          STATION RECOVERY (1987)
 AB0283
 AB0283'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0283'MARK NOT FOUND.
 AB0283
 AB0283                          STATION RECOVERY (1990)
 AB0283
 AB0283'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0150 ***********************************************************************
 CA0150  DESIGNATION -  K 340
 CA0150  PID         -  CA0150
 CA0150  STATE/COUNTY-  TX/LAMPASAS
 CA0150  USGS QUAD   -  ANTELOPE GAP (1979)
 CA0150
 CA0150                         *CURRENT SURVEY CONTROL
 CA0150  ___________________________________________________________________
 CA0150* NAD 83(1986)-  31 15 59.     (N)    098 29 07.     (W)     SCALED    
 CA0150* NAVD 88     -       404.707  (meters)    1327.78   (feet)  ADJUSTED  
 CA0150  ___________________________________________________________________
 CA0150  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CA0150  DYNAMIC HT  -         404.165 (meters)    1326.00  (feet)  COMP
 CA0150  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 CA0150
 CA0150  VERT ORDER  -  SECOND    CLASS 0
 CA0150
 CA0150.The horizontal coordinates were scaled from a topographic map and have
 CA0150.an estimated accuracy of +/- 6 seconds.
 CA0150
 CA0150.The orthometric height was determined by differential leveling
 CA0150.and adjusted by the National Geodetic Survey in June 1991..
 CA0150
 CA0150.The geoid height was determined by GEOID03.
 CA0150
 CA0150.The dynamic height is computed by dividing the NAVD 88
 CA0150.geopotential number by the normal gravity value computed on the
 CA0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0150.degrees latitude (g = 980.6199 gals.).
 CA0150
 CA0150.The modeled gravity was interpolated from observed gravity values.
 CA0150
 CA0150;                    North         East    Units  Estimated Accuracy
 CA0150;SPC TX C     - 3,178,800.      875,980.      MT  (+/- 180 meters Scaled)
 CA0150
 CA0150                          SUPERSEDED SURVEY CONTROL
 CA0150
 CA0150  NGVD 29 (??/??/92)  404.629  (m)         1327.52   (f) ADJ UNCH    2 0
 CA0150
 CA0150.Superseded values are not recommended for survey control.
 CA0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0150.See file dsdata.txt to determine how the superseded data were derived.
 CA0150
 CA0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV490592(NAD 83)
 CA0150_MARKER: DB = BENCH MARK DISK
 CA0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0150_STAMPING: K 340 1935
 CA0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0150+STABILITY: SURFACE MOTION
 CA0150
 CA0150  HISTORY     - Date     Condition        Report By
 CA0150  HISTORY     - 1935     MONUMENTED       CGS
 CA0150
 CA0150                          STATION DESCRIPTION
 CA0150
 CA0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0150'8.3 MI W FROM LOMETA.
 CA0150'8.3 MILES WEST OF AND ALONG THE G.C. AND S.F. R.R. 385 YARDS WEST OF
 CA0150'MILE POST 8.  17 YARDS SOUTH OF CENTER OF THE TRACK.  ABOUT 125 YARDS
 CA0150'WEST OF BRIDGE NO. 8-A.  1 YARD SOUTH OF THE RIGHT OF WAY FENCE.  AND
 CA0150'IN THE CORNER OF A PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0568 ***********************************************************************
 CA0568  DESIGNATION -  K 341
 CA0568  PID         -  CA0568
 CA0568  STATE/COUNTY-  TX/MCCULLOCH
 CA0568  USGS QUAD   -  ROCHELLE (1979)
 CA0568
 CA0568                         *CURRENT SURVEY CONTROL
 CA0568  ___________________________________________________________________
 CA0568* NAD 83(1986)-  31 10 15.     (N)    099 14 44.     (W)     SCALED    
 CA0568* NAVD 88     -       521.344  (meters)    1710.44   (feet)  ADJUSTED  
 CA0568  ___________________________________________________________________
 CA0568  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CA0568  DYNAMIC HT  -         520.642 (meters)    1708.14  (feet)  COMP
 CA0568  MODELED GRAV-     979,276.8   (mgal)                       NAVD 88
 CA0568
 CA0568  VERT ORDER  -  SECOND    CLASS 0
 CA0568
 CA0568.The horizontal coordinates were scaled from a topographic map and have
 CA0568.an estimated accuracy of +/- 6 seconds.
 CA0568
 CA0568.The orthometric height was determined by differential leveling
 CA0568.and adjusted by the National Geodetic Survey in June 1991..
 CA0568
 CA0568.The geoid height was determined by GEOID03.
 CA0568
 CA0568.The dynamic height is computed by dividing the NAVD 88
 CA0568.geopotential number by the normal gravity value computed on the
 CA0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0568.degrees latitude (g = 980.6199 gals.).
 CA0568
 CA0568.The modeled gravity was interpolated from observed gravity values.
 CA0568
 CA0568;                    North         East    Units  Estimated Accuracy
 CA0568;SPC TX C     - 3,167,250.      803,690.      MT  (+/- 180 meters Scaled)
 CA0568
 CA0568                          SUPERSEDED SURVEY CONTROL
 CA0568
 CA0568  NGVD 29 (??/??/92)  521.273  (m)         1710.21   (f) ADJ UNCH    2 0
 CA0568
 CA0568.Superseded values are not recommended for survey control.
 CA0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0568.See file dsdata.txt to determine how the superseded data were derived.
 CA0568
 CA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV766485(NAD 83)
 CA0568_MARKER: DB = BENCH MARK DISK
 CA0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0568_SP_SET: BRIDGE
 CA0568_STAMPING: K 341 1935
 CA0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0568
 CA0568  HISTORY     - Date     Condition        Report By
 CA0568  HISTORY     - 1935     MONUMENTED       CGS
 CA0568  HISTORY     - 1960     MARK NOT FOUND   USGS
 CA0568
 CA0568                          STATION DESCRIPTION
 CA0568
 CA0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0568'5.9 MI E FROM BRADY.
 CA0568'5.9 MILES EAST OF AND ALONG THE G.C. AND S.F. R.R. 165 YARDS S.W. OF
 CA0568'MILE POST 60.  25 YARDS N.W. OF CENTER OF THE TRACK.  1 YARD N.E. OF
 CA0568'R.R. BRIDGE 60A.
 CA0568
 CA0568                          STATION RECOVERY (1960)
 CA0568
 CA0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CA0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0013 ***********************************************************************
 AO0013  DESIGNATION -  K 342
 AO0013  PID         -  AO0013
 AO0013  STATE/COUNTY-  TX/ATASCOSA
 AO0013  USGS QUAD   -  LEAL (1968)
 AO0013
 AO0013                         *CURRENT SURVEY CONTROL
 AO0013  ___________________________________________________________________
 AO0013* NAD 83(1986)-  28 52 45.     (N)    098 15 22.     (W)     SCALED    
 AO0013* NAVD 88     -        94.643  (meters)     310.51   (feet)  ADJUSTED  
 AO0013  ___________________________________________________________________
 AO0013  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AO0013  DYNAMIC HT  -          94.506 (meters)     310.06  (feet)  COMP
 AO0013  MODELED GRAV-     979,194.4   (mgal)                       NAVD 88
 AO0013
 AO0013  VERT ORDER  -  SECOND    CLASS 0
 AO0013
 AO0013.The horizontal coordinates were scaled from a topographic map and have
 AO0013.an estimated accuracy of +/- 6 seconds.
 AO0013
 AO0013.The orthometric height was determined by differential leveling
 AO0013.and adjusted by the National Geodetic Survey in June 1991..
 AO0013
 AO0013.The geoid height was determined by GEOID03.
 AO0013
 AO0013.The dynamic height is computed by dividing the NAVD 88
 AO0013.geopotential number by the normal gravity value computed on the
 AO0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0013.degrees latitude (g = 980.6199 gals.).
 AO0013
 AO0013.The modeled gravity was interpolated from observed gravity values.
 AO0013
 AO0013;                    North         East    Units  Estimated Accuracy
 AO0013;SPC TXSC     - 4,116,140.      672,560.      MT  (+/- 180 meters Scaled)
 AO0013
 AO0013                          SUPERSEDED SURVEY CONTROL
 AO0013
 AO0013  NGVD 29 (??/??/92)   94.595  (m)          310.35   (f) ADJ UNCH    2 0
 AO0013
 AO0013.Superseded values are not recommended for survey control.
 AO0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0013.See file dsdata.txt to determine how the superseded data were derived.
 AO0013
 AO0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS725948(NAD 83)
 AO0013_MARKER: DB = BENCH MARK DISK
 AO0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0013_STAMPING: K 342 1935
 AO0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0013+STABILITY: SURFACE MOTION
 AO0013
 AO0013  HISTORY     - Date     Condition        Report By
 AO0013  HISTORY     - 1935     MONUMENTED       CGS
 AO0013
 AO0013                          STATION DESCRIPTION
 AO0013
 AO0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0013'12.4 MI NE FROM CAMPBELLTON.
 AO0013'12.4 MILES NE OF AND ALONG THE FLORESVILLE ROAD.  10 YARDS NW OF
 AO0013'CENTER OF ROAD.  9 YARDS N OF LARGE OAK TREE.  1 FOOT NW OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0036 ***********************************************************************
 AO0036  DESIGNATION -  K 343
 AO0036  PID         -  AO0036
 AO0036  STATE/COUNTY-  TX/ATASCOSA
 AO0036  USGS QUAD   -  PLEASANTON (1985)
 AO0036
 AO0036                         *CURRENT SURVEY CONTROL
 AO0036  ___________________________________________________________________
 AO0036* NAD 83(1986)-  28 54 34.     (N)    098 22 35.     (W)     SCALED    
 AO0036* NAVD 88     -        97.999  (meters)     321.52   (feet)  ADJUSTED  
 AO0036  ___________________________________________________________________
 AO0036  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AO0036  DYNAMIC HT  -          97.857 (meters)     321.05  (feet)  COMP
 AO0036  MODELED GRAV-     979,197.0   (mgal)                       NAVD 88
 AO0036
 AO0036  VERT ORDER  -  SECOND    CLASS 0
 AO0036
 AO0036.The horizontal coordinates were scaled from a topographic map and have
 AO0036.an estimated accuracy of +/- 6 seconds.
 AO0036
 AO0036.The orthometric height was determined by differential leveling
 AO0036.and adjusted by the National Geodetic Survey in June 1991..
 AO0036
 AO0036.The geoid height was determined by GEOID03.
 AO0036
 AO0036.The dynamic height is computed by dividing the NAVD 88
 AO0036.geopotential number by the normal gravity value computed on the
 AO0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0036.degrees latitude (g = 980.6199 gals.).
 AO0036
 AO0036.The modeled gravity was interpolated from observed gravity values.
 AO0036
 AO0036;                    North         East    Units  Estimated Accuracy
 AO0036;SPC TXSC     - 4,119,430.      660,810.      MT  (+/- 180 meters Scaled)
 AO0036
 AO0036                          SUPERSEDED SURVEY CONTROL
 AO0036
 AO0036  NGVD 29 (??/??/92)   97.965  (m)          321.41   (f) ADJ UNCH    2 0
 AO0036
 AO0036.Superseded values are not recommended for survey control.
 AO0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0036.See file dsdata.txt to determine how the superseded data were derived.
 AO0036
 AO0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS607981(NAD 83)
 AO0036_MARKER: DB = BENCH MARK DISK
 AO0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0036_STAMPING: K 343 1935
 AO0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0036+STABILITY: SURFACE MOTION
 AO0036
 AO0036  HISTORY     - Date     Condition        Report By
 AO0036  HISTORY     - 1935     MONUMENTED       CGS
 AO0036  HISTORY     - 19930323 MARK NOT FOUND   USPSQD
 AO0036  HISTORY     - 19970418 MARK NOT FOUND   USPSQD
 AO0036
 AO0036                          STATION DESCRIPTION
 AO0036
 AO0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0036'4.0 MI N FROM MCCOY.
 AO0036'4.0 MILES N OF AND ALONG THE M P R R 15 YARDS E OF E CORNER OF A
 AO0036'FARMHOUSE.  9 YARDS S OF CENTER OF A ROAD.  27 YARDS W OF CENTER OF
 AO0036'TRACK.
 AO0036
 AO0036                          STATION RECOVERY (1993)
 AO0036
 AO0036'RECOVERY NOTE BY US POWER SQUADRON 1993
 AO0036'MARK NOT FOUND.
 AO0036
 AO0036                          STATION RECOVERY (1997)
 AO0036
 AO0036'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1502 ***********************************************************************
 FL1502  DESIGNATION -  K 345
 FL1502  PID         -  FL1502
 FL1502  STATE/COUNTY-  TX/MOORE
 FL1502  USGS QUAD   -  DUMAS NE (1972)
 FL1502
 FL1502                         *CURRENT SURVEY CONTROL
 FL1502  ___________________________________________________________________
 FL1502* NAD 83(1986)-  35 56 11.     (N)    101 48 37.     (W)     SCALED    
 FL1502* NAVD 88     -      1057.671  (meters)    3470.04   (feet)  ADJUSTED  
 FL1502  ___________________________________________________________________
 FL1502  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL1502  DYNAMIC HT  -        1056.466 (meters)    3466.09  (feet)  COMP
 FL1502  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 FL1502
 FL1502  VERT ORDER  -  SECOND    CLASS 0
 FL1502
 FL1502.The horizontal coordinates were scaled from a topographic map and have
 FL1502.an estimated accuracy of +/- 6 seconds.
 FL1502
 FL1502.The orthometric height was determined by differential leveling
 FL1502.and adjusted by the National Geodetic Survey in June 1991..
 FL1502
 FL1502.The geoid height was determined by GEOID03.
 FL1502
 FL1502.The dynamic height is computed by dividing the NAVD 88
 FL1502.geopotential number by the normal gravity value computed on the
 FL1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1502.degrees latitude (g = 980.6199 gals.).
 FL1502
 FL1502.The modeled gravity was interpolated from observed gravity values.
 FL1502
 FL1502;                    North         East    Units  Estimated Accuracy
 FL1502;SPC TX N     - 1,214,870.      172,000.      MT  (+/- 180 meters Scaled)
 FL1502
 FL1502                          SUPERSEDED SURVEY CONTROL
 FL1502
 FL1502  NGVD 29 (??/??/92) 1057.159  (m)         3468.36   (f) ADJ UNCH    2 0
 FL1502
 FL1502.Superseded values are not recommended for survey control.
 FL1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1502.See file dsdata.txt to determine how the superseded data were derived.
 FL1502
 FL1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE464805(NAD 83)
 FL1502_MARKER: DB = BENCH MARK DISK
 FL1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1502_STAMPING: K 345 1952
 FL1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1502+STABILITY: SURFACE MOTION
 FL1502
 FL1502  HISTORY     - Date     Condition        Report By
 FL1502  HISTORY     - 1952     MONUMENTED       CGS
 FL1502
 FL1502                          STATION DESCRIPTION
 FL1502
 FL1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1502'6.8 MI S FROM SUNRAY.
 FL1502'0.55 MILE SOUTH ALONG FARM ROAD 119 FROM THE CHICAGO, ROCK ISLAND AND
 FL1502'PACIFIC RAILROAD STATION AT SUNRAY, THENCE 0.45 MILE SOUTH ALONG A
 FL1502'GRADED DIRT ROAD, THENCE 0.8 MILE EAST ALONG FARM ROAD 281, THENCE 5.0
 FL1502'MILES SOUTH ALONG A GRADED DIRT ROAD, 160 FEET EAST OF THE CENTER LINE
 FL1502'OF A NORTH AND SOUTH ROAD, 13 FEET NORTHEAST OF THE CENTER LINE OF A
 FL1502'PRIVATE ROAD LEADING SOUTHEAST, 139 FEET EAST OF A FENCE, 146 FEET
 FL1502'SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 2 FEET SOUTH OF A
 FL1502'WITNESS POST, 1.0 MILE NORTH OF BENCH MARK Z 339, SET IN THE TOP OF A
 FL1502'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1401 ***********************************************************************
 FL1401  DESIGNATION -  K 346
 FL1401  PID         -  FL1401
 FL1401  STATE/COUNTY-  TX/MOORE
 FL1401  USGS QUAD   -  LITTLE BLUE CREEK (1972)
 FL1401
 FL1401                         *CURRENT SURVEY CONTROL
 FL1401  ___________________________________________________________________
 FL1401* NAD 83(1986)-  35 52 07.     (N)    101 47 40.     (W)     SCALED    
 FL1401* NAVD 88     -      1055.822  (meters)    3463.98   (feet)  ADJUSTED  
 FL1401  ___________________________________________________________________
 FL1401  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 FL1401  DYNAMIC HT  -        1054.612 (meters)    3460.01  (feet)  COMP
 FL1401  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 FL1401
 FL1401  VERT ORDER  -  SECOND    CLASS 0
 FL1401
 FL1401.The horizontal coordinates were scaled from a topographic map and have
 FL1401.an estimated accuracy of +/- 6 seconds.
 FL1401
 FL1401.The orthometric height was determined by differential leveling
 FL1401.and adjusted by the National Geodetic Survey in June 1991..
 FL1401
 FL1401.The geoid height was determined by GEOID03.
 FL1401
 FL1401.The dynamic height is computed by dividing the NAVD 88
 FL1401.geopotential number by the normal gravity value computed on the
 FL1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1401.degrees latitude (g = 980.6199 gals.).
 FL1401
 FL1401.The modeled gravity was interpolated from observed gravity values.
 FL1401
 FL1401;                    North         East    Units  Estimated Accuracy
 FL1401;SPC TX N     - 1,207,340.      173,410.      MT  (+/- 180 meters Scaled)
 FL1401
 FL1401                          SUPERSEDED SURVEY CONTROL
 FL1401
 FL1401  NGVD 29 (??/??/92) 1055.303  (m)         3462.27   (f) ADJ UNCH    2 0
 FL1401
 FL1401.Superseded values are not recommended for survey control.
 FL1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1401.See file dsdata.txt to determine how the superseded data were derived.
 FL1401
 FL1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE476729(NAD 83)
 FL1401_MARKER: DB = BENCH MARK DISK
 FL1401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1401_SP_SET: CULVERT
 FL1401_STAMPING: K 346 1952
 FL1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1401
 FL1401  HISTORY     - Date     Condition        Report By
 FL1401  HISTORY     - 1952     MONUMENTED       CGS
 FL1401
 FL1401                          STATION DESCRIPTION
 FL1401
 FL1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1401'10.1 MI E FROM DUMAS.
 FL1401'10.1 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1401'HIGHWAY 287 AT DUMAS, 42 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FL1401'10 FEET BELOW THE LEVEL OF THE HIGHWAY, 0.1 MILE WEST OF THE CROSSING
 FL1401'OF A POWER LINE, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL
 FL1401'OF A 4X4 FOTT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0785 ***********************************************************************
 FL0785  DESIGNATION -  K 347
 FL0785  PID         -  FL0785
 FL0785  STATE/COUNTY-  TX/HUTCHINSON
 FL0785  USGS QUAD   -  PRINGLE (1978)
 FL0785
 FL0785                         *CURRENT SURVEY CONTROL
 FL0785  ___________________________________________________________________
 FL0785* NAD 83(1986)-  35 57 02.     (N)    101 29 26.     (W)     SCALED    
 FL0785* NAVD 88     -      1009.919  (meters)    3313.38   (feet)  ADJUSTED  
 FL0785  ___________________________________________________________________
 FL0785  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 FL0785  DYNAMIC HT  -        1008.788 (meters)    3309.67  (feet)  COMP
 FL0785  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 FL0785
 FL0785  VERT ORDER  -  SECOND    CLASS 0
 FL0785
 FL0785.The horizontal coordinates were scaled from a topographic map and have
 FL0785.an estimated accuracy of +/- 6 seconds.
 FL0785
 FL0785.The orthometric height was determined by differential leveling
 FL0785.and adjusted by the National Geodetic Survey in June 1991..
 FL0785
 FL0785.The geoid height was determined by GEOID03.
 FL0785
 FL0785.The dynamic height is computed by dividing the NAVD 88
 FL0785.geopotential number by the normal gravity value computed on the
 FL0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0785.degrees latitude (g = 980.6199 gals.).
 FL0785
 FL0785.The modeled gravity was interpolated from observed gravity values.
 FL0785
 FL0785;                    North         East    Units  Estimated Accuracy
 FL0785;SPC TX N     - 1,216,390.      200,850.      MT  (+/- 180 meters Scaled)
 FL0785
 FL0785                          SUPERSEDED SURVEY CONTROL
 FL0785
 FL0785  NGVD 29 (??/??/92) 1009.445  (m)         3311.82   (f) ADJ UNCH    2 0
 FL0785
 FL0785.Superseded values are not recommended for survey control.
 FL0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0785.See file dsdata.txt to determine how the superseded data were derived.
 FL0785
 FL0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE753813(NAD 83)
 FL0785_MARKER: DB = BENCH MARK DISK
 FL0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0785_STAMPING: K 347 1952
 FL0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0785+STABILITY: SURFACE MOTION
 FL0785
 FL0785  HISTORY     - Date     Condition        Report By
 FL0785  HISTORY     - 1952     MONUMENTED       CGS
 FL0785
 FL0785                          STATION DESCRIPTION
 FL0785
 FL0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL0785'1.9 MI W FROM PRINGLE.
 FL0785'1.9 MILES WEST ALONG FARM ROAD 1598 FROM ITS JUNCTION WITH FARM ROAD
 FL0785'278 AT PRINGLE, 50 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 35
 FL0785'FEET WEST OF A FENCE LEADING SOUTH, 1.8 FEET NORTH OF AN EAST AND WEST
 FL0785'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FL0785'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0155 ***********************************************************************
 GL0155  DESIGNATION -  K 348
 GL0155  PID         -  GL0155
 GL0155  STATE/COUNTY-  TX/DALLAM
 GL0155  USGS QUAD   -  CONLEN (1965)
 GL0155
 GL0155                         *CURRENT SURVEY CONTROL
 GL0155  ___________________________________________________________________
 GL0155* NAD 83(1986)-  36 08 21.     (N)    102 14 28.     (W)     SCALED    
 GL0155* NAVD 88     -      1165.517  (meters)    3823.87   (feet)  ADJUSTED  
 GL0155  ___________________________________________________________________
 GL0155  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 GL0155  DYNAMIC HT  -        1164.191 (meters)    3819.52  (feet)  COMP
 GL0155  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 GL0155
 GL0155  VERT ORDER  -  SECOND    CLASS 0
 GL0155
 GL0155.The horizontal coordinates were scaled from a topographic map and have
 GL0155.an estimated accuracy of +/- 6 seconds.
 GL0155
 GL0155.The orthometric height was determined by differential leveling
 GL0155.and adjusted by the National Geodetic Survey in June 1991..
 GL0155
 GL0155.The geoid height was determined by GEOID03.
 GL0155
 GL0155.The dynamic height is computed by dividing the NAVD 88
 GL0155.geopotential number by the normal gravity value computed on the
 GL0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0155.degrees latitude (g = 980.6199 gals.).
 GL0155
 GL0155.The modeled gravity was interpolated from observed gravity values.
 GL0155
 GL0155;                    North         East    Units  Estimated Accuracy
 GL0155;SPC TX N     - 1,237,570.      133,300.      MT  (+/- 180 meters Scaled)
 GL0155
 GL0155                          SUPERSEDED SURVEY CONTROL
 GL0155
 GL0155.No superseded survey control is available for this station.
 GL0155
 GL0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA482029(NAD 83)
 GL0155_MARKER: DB = BENCH MARK DISK
 GL0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0155_STAMPING: K 348 1952
 GL0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0155+STABILITY: SURFACE MOTION
 GL0155
 GL0155  HISTORY     - Date     Condition        Report By
 GL0155  HISTORY     - 1952     MONUMENTED       CGS
 GL0155
 GL0155                          STATION DESCRIPTION
 GL0155
 GL0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0155'6.5 MI S FROM CONLEN.
 GL0155'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0155'HIGHWAY 54 AT CONLEN, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD,
 GL0155'84 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD.  59 FEET
 GL0155'NORTHEAST OF THE NORTHEAST CORNER OF A BOARD CORRAL, 12 FEET NORTH OF
 GL0155'THE CENTER LINE OF A TRACK ROAD LEADING WEST.  1 FOOT SOUTH OF AN EAST
 GL0155'AND WEST FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 GL0155'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0284 ***********************************************************************
 AB0284  DESIGNATION -  K 35
 AB0284  PID         -  AB0284
 AB0284  STATE/COUNTY-  TX/CAMERON
 AB0284  USGS QUAD   -  LOS FRESNOS (1983)
 AB0284
 AB0284                         *CURRENT SURVEY CONTROL
 AB0284  ___________________________________________________________________
 AB0284* NAD 83(1986)-  26 07 19.     (N)    097 28 18.     (W)     SCALED    
 AB0284* NAVD 88     -         5.401  (meters)      17.72   (feet)  POSTED    
 AB0284  ___________________________________________________________________
 AB0284  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 AB0284  DYNAMIC HT  -           5.390 (meters)      17.68  (feet)  COMP
 AB0284  MODELED GRAV-     979,047.4   (mgal)                       NAVD 88
 AB0284
 AB0284  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AB0284
 AB0284.The horizontal coordinates were scaled from a topographic map and have
 AB0284.an estimated accuracy of +/- 6 seconds.
 AB0284
 AB0284.The orthometric height was determined by differential leveling
 AB0284.and adjusted by the National Geodetic Survey in 1992..
 AB0284.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AB0284.rate of 3.1 thru 4.0 mm/km.
 AB0284
 AB0284.The geoid height was determined by GEOID03.
 AB0284
 AB0284.The dynamic height is computed by dividing the NAVD 88
 AB0284.geopotential number by the normal gravity value computed on the
 AB0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0284.degrees latitude (g = 980.6199 gals.).
 AB0284
 AB0284.The modeled gravity was interpolated from observed gravity values.
 AB0284
 AB0284;                    North         East    Units  Estimated Accuracy
 AB0284;SPC TX S     - 5,050,860.      402,850.      MT  (+/- 180 meters Scaled)
 AB0284
 AB0284                          SUPERSEDED SURVEY CONTROL
 AB0284
 AB0284  NGVD 29 (??/??/92)    5.511  (m)           18.08   (f) ADJ UNCH    2 0
 AB0284
 AB0284.Superseded values are not recommended for survey control.
 AB0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0284.See file dsdata.txt to determine how the superseded data were derived.
 AB0284
 AB0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP528900(NAD 83)
 AB0284_MARKER: DD = SURVEY DISK
 AB0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0284_SP_SET: CULVERT
 AB0284_STAMPING: K 35 17.86
 AB0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0284
 AB0284  HISTORY     - Date     Condition        Report By
 AB0284  HISTORY     - UNK      MONUMENTED
 AB0284  HISTORY     - 1942     GOOD             NGS
 AB0284  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0284
 AB0284                          STATION DESCRIPTION
 AB0284
 AB0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0284'3.4 MI N FROM LOS FRESNOS.
 AB0284'3.4 MILES NORTH ALONG A PAVED ROAD FROM THE INTERSECTION OF STATE
 AB0284'HIGHWAY 100 AT LOS FRESNOS, CAMERON COUNTY, AT A ROAD INTERSECTION, 30
 AB0284'FEET WEST OF AND 2 FEET LOWER THAN THE CENTERLINE OF THE
 AB0284'NORTH-AND-SOUTH ROAD, 24 FEET SOUTH OF THE CENTERLINE OF THE
 AB0284'EAST-AND-WEST ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE
 AB0284'TOP OF THE WEST HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED K
 AB0284'35 17.86.
 AB0284
 AB0284                          STATION RECOVERY (1987)
 AB0284
 AB0284'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0868 ***********************************************************************
 AY0868  DESIGNATION -  K 35
 AY0868  PID         -  AY0868
 AY0868  STATE/COUNTY-  TX/MEDINA
 AY0868  USGS QUAD   -  CASTROVILLE (1982)
 AY0868
 AY0868                         *CURRENT SURVEY CONTROL
 AY0868  ___________________________________________________________________
 AY0868* NAD 83(1986)-  29 16 48.     (N)    098 56 01.     (W)     SCALED    
 AY0868* NAVD 88     -       255.676  (meters)     838.83   (feet)  ADJUSTED  
 AY0868  ___________________________________________________________________
 AY0868  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AY0868  DYNAMIC HT  -         255.309 (meters)     837.63  (feet)  COMP
 AY0868  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 AY0868
 AY0868  VERT ORDER  -  FIRST     CLASS II
 AY0868
 AY0868.The horizontal coordinates were scaled from a topographic map and have
 AY0868.an estimated accuracy of +/- 6 seconds.
 AY0868
 AY0868.The orthometric height was determined by differential leveling
 AY0868.and adjusted by the National Geodetic Survey in June 1991..
 AY0868
 AY0868.The geoid height was determined by GEOID03.
 AY0868
 AY0868.The dynamic height is computed by dividing the NAVD 88
 AY0868.geopotential number by the normal gravity value computed on the
 AY0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0868.degrees latitude (g = 980.6199 gals.).
 AY0868
 AY0868.The modeled gravity was interpolated from observed gravity values.
 AY0868
 AY0868;                    North         East    Units  Estimated Accuracy
 AY0868;SPC TXSC     - 4,160,330.      606,450.      MT  (+/- 180 meters Scaled)
 AY0868
 AY0868                          SUPERSEDED SURVEY CONTROL
 AY0868
 AY0868  NGVD 29 (??/??/92)  255.552  (m)          838.42   (f) ADJ UNCH    1 2
 AY0868
 AY0868.Superseded values are not recommended for survey control.
 AY0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0868.See file dsdata.txt to determine how the superseded data were derived.
 AY0868
 AY0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT064390(NAD 83)
 AY0868_MARKER: DB = BENCH MARK DISK
 AY0868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0868_SP_SET: BRIDGE ABUTMENT
 AY0868_STAMPING: K 35 1917 ELEV 838.095 FT
 AY0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0868
 AY0868  HISTORY     - Date     Condition        Report By
 AY0868  HISTORY     - 1917     MONUMENTED       CGS
 AY0868  HISTORY     - 1957     GOOD             NGS
 AY0868  HISTORY     - 19970210 GOOD             USPSQD
 AY0868  HISTORY     - 20020218 GOOD             USPSQD
 AY0868  HISTORY     - 20050521 GOOD             USPSQD
 AY0868
 AY0868                          STATION DESCRIPTION
 AY0868
 AY0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0868'8.7 MI SW FROM LACOSTE.
 AY0868'8.7 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0868'STATION AT LACOSTE, 3 1/2 POLES SOUTHEAST OF MILEPOST 243, 4.8 FEET
 AY0868'SOUTHWEST OF THE SOUTHWEST RAIL, 1.5 FEET BELOW THE TOP OF THE RAILS,
 AY0868'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A
 AY0868'SMALL BRIDGE.
 AY0868
 AY0868                          STATION RECOVERY (1997)
 AY0868
 AY0868'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0868'RECOVERED IN GOOD CONDITION.
 AY0868
 AY0868                          STATION RECOVERY (2002)
 AY0868
 AY0868'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0868'RECOVERED IN GOOD CONDITION.
 AY0868
 AY0868                          STATION RECOVERY (2005)
 AY0868
 AY0868'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AY0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1587 ***********************************************************************
 AX1587  DESIGNATION -  K 350
 AX1587  PID         -  AX1587
 AX1587  STATE/COUNTY-  TX/GONZALES
 AX1587  USGS QUAD   -  GONZALES NORTH (1981)
 AX1587
 AX1587                         *CURRENT SURVEY CONTROL
 AX1587  ___________________________________________________________________
 AX1587* NAD 83(1986)-  29 33 43.     (N)    097 29 49.     (W)     SCALED    
 AX1587* NAVD 88     -       108.49   (+/-2cm)     355.9    (feet)  VERTCON   
 AX1587  ___________________________________________________________________
 AX1587  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AX1587
 AX1587  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1587
 AX1587.The horizontal coordinates were scaled from a topographic map and have
 AX1587.an estimated accuracy of +/- 6 seconds.
 AX1587
 AX1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1587.The vertical order pertains to the NGVD 29 superseded value.
 AX1587
 AX1587.The geoid height was determined by GEOID03.
 AX1587
 AX1587;                    North         East    Units  Estimated Accuracy
 AX1587;SPC TXSC     - 4,192,510.      745,630.      MT  (+/- 180 meters Scaled)
 AX1587
 AX1587                          SUPERSEDED SURVEY CONTROL
 AX1587
 AX1587  NGVD 29 (??/??/92)  108.450  (m)          355.81   (f) ADJ UNCH    2 0
 AX1587
 AX1587.Superseded values are not recommended for survey control.
 AX1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1587.See file dsdata.txt to determine how the superseded data were derived.
 AX1587
 AX1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT456711(NAD 83)
 AX1587_MARKER: DB = BENCH MARK DISK
 AX1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1587_STAMPING: K 350 1935
 AX1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1587+STABILITY: SURFACE MOTION
 AX1587
 AX1587  HISTORY     - Date     Condition        Report By
 AX1587  HISTORY     - 1935     MONUMENTED       CGS
 AX1587  HISTORY     - 1959     GOOD             USGS
 AX1587  HISTORY     - 20031001 MARK NOT FOUND   USPSQD
 AX1587
 AX1587                          STATION DESCRIPTION
 AX1587
 AX1587'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AX1587'5.2 MI N FROM GONZALES.
 AX1587'5.2 MILES NORTH ALONG U. S. HIGHWAY 183 FROM GONZALES, 51.5 FEET SOUTH
 AX1587'OF THE CENTERLINE OF THE HIGHWAY, 50 FEET WEST OF A FENCE CORNER, 56.5
 AX1587'FEET EAST OF ANOTHER FENCE CORNER, 14 FEET EAST OF THE CENTERLINE OF A
 AX1587'DRIVEWAY, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND 0.2 FOOT BELOW THE
 AX1587'LEVEL OF THE GROUND.
 AX1587
 AX1587                          STATION RECOVERY (2003)
 AX1587
 AX1587'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX1587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1588 ***********************************************************************
 AX1588  DESIGNATION -  K 350 RESET 1961
 AX1588  PID         -  AX1588
 AX1588  STATE/COUNTY-  TX/GONZALES
 AX1588  USGS QUAD   -  GONZALES NORTH (1981)
 AX1588
 AX1588                         *CURRENT SURVEY CONTROL
 AX1588  ___________________________________________________________________
 AX1588* NAD 83(1986)-  29 33 43.     (N)    097 29 50.     (W)     SCALED    
 AX1588* NAVD 88     -       108.94   (+/-2cm)     357.4    (feet)  VERTCON   
 AX1588  ___________________________________________________________________
 AX1588  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AX1588
 AX1588  VERT ORDER  -  THIRD (See Below)
 AX1588
 AX1588.The horizontal coordinates were scaled from a topographic map and have
 AX1588.an estimated accuracy of +/- 6 seconds.
 AX1588
 AX1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1588.The vertical order pertains to the NGVD 29 superseded value.
 AX1588
 AX1588.The geoid height was determined by GEOID03.
 AX1588
 AX1588;                    North         East    Units  Estimated Accuracy
 AX1588;SPC TXSC     - 4,192,510.      745,610.      MT  (+/- 180 meters Scaled)
 AX1588
 AX1588                          SUPERSEDED SURVEY CONTROL
 AX1588
 AX1588  NGVD 29 (??/??/??)  108.90   (m)          357.3    (f) RESET       3  
 AX1588
 AX1588.Superseded values are not recommended for survey control.
 AX1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1588.See file dsdata.txt to determine how the superseded data were derived.
 AX1588
 AX1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT455711(NAD 83)
 AX1588_MARKER: DB = BENCH MARK DISK
 AX1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1588_STAMPING: K 350 RESET 1961
 AX1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1588+STABILITY: SURFACE MOTION
 AX1588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1588+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 AX1588
 AX1588  HISTORY     - Date     Condition        Report By
 AX1588  HISTORY     - 1961     MONUMENTED       CGS
 AX1588  HISTORY     - 20031001 GOOD             USPSQD
 AX1588
 AX1588                          STATION DESCRIPTION
 AX1588
 AX1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AX1588'5.3 MI N FROM GONZALES.
 AX1588'5.3 MILES NORTHERLY ALONG U.S. HIGHWAY FROM 183 FROM THE COURTHOUSE IN
 AX1588'GONZALES, GONZALES COUNTY, ON THE LEFT SIDE OF U.S. HIGHWAY 183, 155
 AX1588'FEET NORTH-NORTHEAST OF A FARM HOUSE, 59 FEET EAST OF THE DRIVEWAY
 AX1588'LEADING TO THE HOUSE, 10 FEET EAST OF A FENCE CORNER (THIS CORNER POST
 AX1588'IS WHERE RIGHT-OF-WAY FENCE STOPS AND DRIVEWAY FENCE GOES SOUTH), AND
 AX1588'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT WEST OF A METAL
 AX1588'WITNESS POST.  A STANDARD DISK STAMPED K 350 RESET 1961, SET IN A
 AX1588'10X10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES.
 AX1588
 AX1588                          STATION RECOVERY (2003)
 AX1588
 AX1588'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AX1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0188 ***********************************************************************
 AE0188  DESIGNATION -  K 351
 AE0188  PID         -  AE0188
 AE0188  STATE/COUNTY-  TX/HIDALGO
 AE0188  USGS QUAD   -  LINN NE (1982)
 AE0188
 AE0188                         *CURRENT SURVEY CONTROL
 AE0188  ___________________________________________________________________
 AE0188* NAD 83(1986)-  26 44 37.     (N)    098 06 11.     (W)     SCALED    
 AE0188* NAVD 88     -        23.343  (meters)      76.58   (feet)  ADJUSTED  
 AE0188  ___________________________________________________________________
 AE0188  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 AE0188  DYNAMIC HT  -          23.305 (meters)      76.46  (feet)  COMP
 AE0188  MODELED GRAV-     979,045.8   (mgal)                       NAVD 88
 AE0188
 AE0188  VERT ORDER  -  SECOND    CLASS 0
 AE0188
 AE0188.The horizontal coordinates were scaled from a topographic map and have
 AE0188.an estimated accuracy of +/- 6 seconds.
 AE0188
 AE0188.The orthometric height was determined by differential leveling
 AE0188.and adjusted by the National Geodetic Survey in June 1991..
 AE0188
 AE0188.The geoid height was determined by GEOID03.
 AE0188
 AE0188.The dynamic height is computed by dividing the NAVD 88
 AE0188.geopotential number by the normal gravity value computed on the
 AE0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0188.degrees latitude (g = 980.6199 gals.).
 AE0188
 AE0188.The modeled gravity was interpolated from observed gravity values.
 AE0188
 AE0188;                    North         East    Units  Estimated Accuracy
 AE0188;SPC TX S     - 5,119,380.      339,480.      MT  (+/- 180 meters Scaled)
 AE0188
 AE0188                          SUPERSEDED SURVEY CONTROL
 AE0188
 AE0188  NGVD 29 (??/??/92)   23.454  (m)           76.95   (f) ADJ UNCH    2 0
 AE0188
 AE0188.Superseded values are not recommended for survey control.
 AE0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0188.See file dsdata.txt to determine how the superseded data were derived.
 AE0188
 AE0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ891583(NAD 83)
 AE0188_MARKER: DB = BENCH MARK DISK
 AE0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0188_STAMPING: K 351
 AE0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0188+STABILITY: SURFACE MOTION
 AE0188
 AE0188  HISTORY     - Date     Condition        Report By
 AE0188  HISTORY     - UNK      MONUMENTED       CGS
 AE0188  HISTORY     - 1942     GOOD             NGS
 AE0188  HISTORY     - 1959     MARK NOT FOUND   BOR
 AE0188
 AE0188                          STATION DESCRIPTION
 AE0188
 AE0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0188'10.6 MI S FROM RACHAL.
 AE0188'TO REACH FROM THE POST OFFICE AT RACHAL-- PROCEED 10.6 MILES SOUTHERLY
 AE0188'ALONG U. S. HIGHWAY NO. 1281 TO THE SITE OF THE BENCH MARK. BENCH MARK
 AE0188'IS ABOUT 0.1 MILE SOUTH OF INTERSECTION OF ROAD LEADING WEST TO SANTA
 AE0188'FE RANCH HOUSE, ABOUT 90.0 FEET SOUTH OF ROW OF POLES ON THE WEST SIDE
 AE0188'OF HIGHWAY AND 78.8 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0188'CENTERLINE OF THE HIGHWAY.  IT IS 29.5 FEET EAST OF RIGHT-OF-WAY FENCE
 AE0188'AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. A STD. STATE
 AE0188'SURVEY MARK DISK SET IN CONCRETE POST PROJECTING 0.3 FOOT.
 AE0188
 AE0188                          STATION RECOVERY (1959)
 AE0188
 AE0188'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1959
 AE0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0135 ***********************************************************************
 FL0135  DESIGNATION -  K 353
 FL0135  PID         -  FL0135
 FL0135  STATE/COUNTY-  TX/WHEELER
 FL0135  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0135
 FL0135                         *CURRENT SURVEY CONTROL
 FL0135  ___________________________________________________________________
 FL0135* NAD 83(1986)-  35 12 54.     (N)    100 10 01.     (W)     SCALED    
 FL0135* NAVD 88     -       699.372  (meters)    2294.52   (feet)  ADJUSTED  
 FL0135  ___________________________________________________________________
 FL0135  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0135  DYNAMIC HT  -         698.647 (meters)    2292.14  (feet)  COMP
 FL0135  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 FL0135
 FL0135  VERT ORDER  -  FIRST     CLASS II
 FL0135
 FL0135.The horizontal coordinates were scaled from a topographic map and have
 FL0135.an estimated accuracy of +/- 6 seconds.
 FL0135
 FL0135.The orthometric height was determined by differential leveling
 FL0135.and adjusted by the National Geodetic Survey in June 1991..
 FL0135
 FL0135.The geoid height was determined by GEOID03.
 FL0135
 FL0135.The dynamic height is computed by dividing the NAVD 88
 FL0135.geopotential number by the normal gravity value computed on the
 FL0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0135.degrees latitude (g = 980.6199 gals.).
 FL0135
 FL0135.The modeled gravity was interpolated from observed gravity values.
 FL0135
 FL0135;                    North         East    Units  Estimated Accuracy
 FL0135;SPC TX N     - 1,135,610.      321,360.      MT  (+/- 180 meters Scaled)
 FL0135
 FL0135                          SUPERSEDED SURVEY CONTROL
 FL0135
 FL0135  NGVD 29 (??/??/92)  699.094  (m)         2293.61   (f) ADJ UNCH    1 2
 FL0135
 FL0135.Superseded values are not recommended for survey control.
 FL0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0135.See file dsdata.txt to determine how the superseded data were derived.
 FL0135
 FL0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD937975(NAD 83)
 FL0135_MARKER: DB = BENCH MARK DISK
 FL0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0135_STAMPING: K 353 1953
 FL0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0135+STABILITY: SURFACE MOTION
 FL0135
 FL0135  HISTORY     - Date     Condition        Report By
 FL0135  HISTORY     - 1953     MONUMENTED       CGS
 FL0135  HISTORY     - 1955     GOOD             NGS
 FL0135
 FL0135                          STATION DESCRIPTION
 FL0135
 FL0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0135'4.55 MI E FROM SHAMROCK.
 FL0135'4.55 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0135'FROM THE STATION AT SHAMROCK, 4 POLES EAST OF MILEPOST 660, 0.1 MILE
 FL0135'WEST OF A ROAD CROSSING, 41.8 FEET SOUTH OF THE SOUTH RAIL, 3.3 FEET
 FL0135'NORTH OF A T FENCE CORNER, 2.4 FEET EAST OF A WITNESS POST, SET IN THE
 FL0135'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0310 ***********************************************************************
 FL0310  DESIGNATION -  K 354
 FL0310  PID         -  FL0310
 FL0310  STATE/COUNTY-  TX/GRAY
 FL0310  USGS QUAD   -  ALANREED (1976)
 FL0310
 FL0310                         *CURRENT SURVEY CONTROL
 FL0310  ___________________________________________________________________
 FL0310* NAD 83(1986)-  35 12 36.     (N)    100 40 28.     (W)     SCALED    
 FL0310* NAVD 88     -       911.297  (meters)    2989.81   (feet)  ADJUSTED  
 FL0310  ___________________________________________________________________
 FL0310  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL0310  DYNAMIC HT  -         910.300 (meters)    2986.54  (feet)  COMP
 FL0310  MODELED GRAV-     979,508.8   (mgal)                       NAVD 88
 FL0310
 FL0310  VERT ORDER  -  FIRST     CLASS II
 FL0310
 FL0310.The horizontal coordinates were scaled from a topographic map and have
 FL0310.an estimated accuracy of +/- 6 seconds.
 FL0310
 FL0310.The orthometric height was determined by differential leveling
 FL0310.and adjusted by the National Geodetic Survey in June 1991..
 FL0310
 FL0310.The geoid height was determined by GEOID03.
 FL0310
 FL0310.The dynamic height is computed by dividing the NAVD 88
 FL0310.geopotential number by the normal gravity value computed on the
 FL0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0310.degrees latitude (g = 980.6199 gals.).
 FL0310
 FL0310.The modeled gravity was interpolated from observed gravity values.
 FL0310
 FL0310;                    North         East    Units  Estimated Accuracy
 FL0310;SPC TX N     - 1,134,550.      275,160.      MT  (+/- 180 meters Scaled)
 FL0310
 FL0310                          SUPERSEDED SURVEY CONTROL
 FL0310
 FL0310  NGVD 29 (??/??/92)  910.939  (m)         2988.64   (f) ADJ UNCH    1 2
 FL0310
 FL0310.Superseded values are not recommended for survey control.
 FL0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0310.See file dsdata.txt to determine how the superseded data were derived.
 FL0310
 FL0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD475976(NAD 83)
 FL0310_MARKER: DB = BENCH MARK DISK
 FL0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0310_STAMPING: K 354 1953
 FL0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0310+STABILITY: SURFACE MOTION
 FL0310
 FL0310  HISTORY     - Date     Condition        Report By
 FL0310  HISTORY     - 1953     MONUMENTED       CGS
 FL0310
 FL0310                          STATION DESCRIPTION
 FL0310
 FL0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0310'4.85 MI SW FROM MCLEAN.
 FL0310'4.85 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0310'RAILROAD FROM THE STATION AT MCLEAN, 3 POLES WEST OF MILEPOST 692,
 FL0310'47.5 FEET SOUTH OF THE SOUTH RAIL, 40 FEET NORTH OF THE CENTER LINE OF
 FL0310'A ROAD, 2.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FL0310'POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.  0.9 MILE EAST OF BENCH
 FL0310'MARK E 380.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0318 ***********************************************************************
 AO0318  DESIGNATION -  K 356
 AO0318  PID         -  AO0318
 AO0318  STATE/COUNTY-  TX/LA SALLE
 AO0318  USGS QUAD   -  CAIMAN CREEK NE (1974)
 AO0318
 AO0318                         *CURRENT SURVEY CONTROL
 AO0318  ___________________________________________________________________
 AO0318* NAD 83(1986)-  28 14 49.     (N)    099 03 15.     (W)     SCALED    
 AO0318* NAVD 88     -        99.274  (meters)     325.70   (feet)  POSTED    
 AO0318  ___________________________________________________________________
 AO0318  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AO0318  DYNAMIC HT  -          99.120 (meters)     325.20  (feet)  COMP
 AO0318  MODELED GRAV-     979,130.9   (mgal)                       NAVD 88
 AO0318
 AO0318  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0318
 AO0318.The horizontal coordinates were scaled from a topographic map and have
 AO0318.an estimated accuracy of +/- 6 seconds.
 AO0318
 AO0318.The orthometric height was determined by differential leveling
 AO0318.and adjusted by the National Geodetic Survey in 1992..
 AO0318.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0318.rate of 1.1 thru 2.0 mm/km.
 AO0318
 AO0318.The geoid height was determined by GEOID03.
 AO0318
 AO0318.The dynamic height is computed by dividing the NAVD 88
 AO0318.geopotential number by the normal gravity value computed on the
 AO0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0318.degrees latitude (g = 980.6199 gals.).
 AO0318
 AO0318.The modeled gravity was interpolated from observed gravity values.
 AO0318
 AO0318;                    North         East    Units  Estimated Accuracy
 AO0318;SPC TXSC     - 4,045,840.      594,680.      MT  (+/- 180 meters Scaled)
 AO0318
 AO0318                          SUPERSEDED SURVEY CONTROL
 AO0318
 AO0318  NGVD 29 (??/??/92)   99.210  (m)          325.49   (f) ADJ UNCH    2 0
 AO0318
 AO0318.Superseded values are not recommended for survey control.
 AO0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0318.See file dsdata.txt to determine how the superseded data were derived.
 AO0318
 AO0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS946245(NAD 83)
 AO0318_MARKER: DB = BENCH MARK DISK
 AO0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0318_STAMPING: K-356 1935
 AO0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0318+STABILITY: SURFACE MOTION
 AO0318
 AO0318  HISTORY     - Date     Condition        Report By
 AO0318  HISTORY     - 1935     MONUMENTED       CGS
 AO0318  HISTORY     - 1974     MARK NOT FOUND   USGS
 AO0318
 AO0318                          STATION DESCRIPTION
 AO0318
 AO0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0318'20.4 MI SE FROM COTULLA.
 AO0318'20.4 MILES SOUTHEAST OF AND ALONG RIVER ROAD.  ABOUT 0.5 MILE N. OF A
 AO0318'CROSS FENCE AND CATTLE GUARD.  56 FT. W. OF CENTERLINE OF ROAD.  SET
 AO0318'IN TOP OF A CONCRETE POST.
 AO0318
 AO0318                          STATION RECOVERY (1974)
 AO0318
 AO0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0697 ***********************************************************************
 AJ0697  DESIGNATION -  K 357
 AJ0697  PID         -  AJ0697
 AJ0697  STATE/COUNTY-  TX/DUVAL
 AJ0697  USGS QUAD   -  FREER NORTH (1971)
 AJ0697
 AJ0697                         *CURRENT SURVEY CONTROL
 AJ0697  ___________________________________________________________________
 AJ0697* NAD 83(1986)-  27 52 38.     (N)    098 32 50.     (W)     SCALED    
 AJ0697* NAVD 88     -       186.737  (meters)     612.65   (feet)  POSTED    
 AJ0697  ___________________________________________________________________
 AJ0697  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AJ0697  DYNAMIC HT  -         186.440 (meters)     611.68  (feet)  COMP
 AJ0697  MODELED GRAV-     979,079.2   (mgal)                       NAVD 88
 AJ0697
 AJ0697  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0697
 AJ0697.The horizontal coordinates were scaled from a topographic map and have
 AJ0697.an estimated accuracy of +/- 6 seconds.
 AJ0697
 AJ0697.The orthometric height was determined by differential leveling
 AJ0697.and adjusted by the National Geodetic Survey in 1992..
 AJ0697.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0697.rate of 1.1 thru 2.0 mm/km.
 AJ0697
 AJ0697.The geoid height was determined by GEOID03.
 AJ0697
 AJ0697.The dynamic height is computed by dividing the NAVD 88
 AJ0697.geopotential number by the normal gravity value computed on the
 AJ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0697.degrees latitude (g = 980.6199 gals.).
 AJ0697
 AJ0697.The modeled gravity was interpolated from observed gravity values.
 AJ0697
 AJ0697;                    North         East    Units  Estimated Accuracy
 AJ0697;SPC TX S     - 5,244,920.      295,350.      MT  (+/- 180 meters Scaled)
 AJ0697
 AJ0697                          SUPERSEDED SURVEY CONTROL
 AJ0697
 AJ0697  NGVD 29 (??/??/92)  186.746  (m)          612.68   (f) ADJ UNCH    2 0
 AJ0697
 AJ0697.Superseded values are not recommended for survey control.
 AJ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0697.See file dsdata.txt to determine how the superseded data were derived.
 AJ0697
 AJ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR445836(NAD 83)
 AJ0697_MARKER: DB = BENCH MARK DISK
 AJ0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0697_STAMPING: K-357 1935
 AJ0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0697+STABILITY: SURFACE MOTION
 AJ0697
 AJ0697  HISTORY     - Date     Condition        Report By
 AJ0697  HISTORY     - 1935     MONUMENTED       CGS
 AJ0697  HISTORY     - 1968     GOOD             USGS
 AJ0697
 AJ0697                          STATION DESCRIPTION
 AJ0697
 AJ0697'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0697'4.1 MI SE FROM FREER.
 AJ0697'FREER, 4.1 MILES EAST ALONG STATE HIGHWAY 44.  THENCE 0.8 MILES
 AJ0697'NORTHEAST ALONG TRACK ROAD TO TELEPHONE LINE CROSSING, 280 FEET
 AJ0697'SOUTHEAST ALONG TELEPHONE LINES.  A STANDARD TABLET SET IN CONCRETE
 AJ0697'POST PROJECTING 0.3 FEET AND STAMPED K 357 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0110 ***********************************************************************
 BA0110  DESIGNATION -  K 358
 BA0110  PID         -  BA0110
 BA0110  STATE/COUNTY-  TX/BREWSTER
 BA0110  USGS QUAD   -  SMOKY CREEK (1971)
 BA0110
 BA0110                         *CURRENT SURVEY CONTROL
 BA0110  ___________________________________________________________________
 BA0110* NAD 83(1986)-  29 06 15.     (N)    103 29 19.     (W)     SCALED    
 BA0110* NAVD 88     -       644.379  (meters)    2114.10   (feet)  ADJUSTED  
 BA0110  ___________________________________________________________________
 BA0110  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BA0110  DYNAMIC HT  -         643.336 (meters)    2110.68  (feet)  COMP
 BA0110  MODELED GRAV-     979,004.0   (mgal)                       NAVD 88
 BA0110
 BA0110  VERT ORDER  -  FIRST     CLASS II
 BA0110
 BA0110.The horizontal coordinates were scaled from a topographic map and have
 BA0110.an estimated accuracy of +/- 6 seconds.
 BA0110
 BA0110.The orthometric height was determined by differential leveling
 BA0110.and adjusted by the National Geodetic Survey in June 1991..
 BA0110
 BA0110.The geoid height was determined by GEOID03.
 BA0110
 BA0110.The dynamic height is computed by dividing the NAVD 88
 BA0110.geopotential number by the normal gravity value computed on the
 BA0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0110.degrees latitude (g = 980.6199 gals.).
 BA0110
 BA0110.The modeled gravity was interpolated from observed gravity values.
 BA0110
 BA0110;                    North         East    Units  Estimated Accuracy
 BA0110;SPC TXSC     - 4,149,230.      163,240.      MT  (+/- 180 meters Scaled)
 BA0110
 BA0110                          SUPERSEDED SURVEY CONTROL
 BA0110
 BA0110  NGVD 29 (??/??/92)  643.972  (m)         2112.76   (f) ADJ UNCH    1 2
 BA0110
 BA0110.Superseded values are not recommended for survey control.
 BA0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0110.See file dsdata.txt to determine how the superseded data were derived.
 BA0110
 BA0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN470204(NAD 83)
 BA0110_MARKER: DB = BENCH MARK DISK
 BA0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0110_STAMPING: K 358 1943
 BA0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0110+STABILITY: SURFACE MOTION
 BA0110
 BA0110  HISTORY     - Date     Condition        Report By
 BA0110  HISTORY     - 1943     MONUMENTED       CGS
 BA0110  HISTORY     - 1958     GOOD             NGS
 BA0110
 BA0110                          STATION DESCRIPTION
 BA0110
 BA0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0110'2.8 MI SE FROM CASTOLON.
 BA0110'ABOUT 2.8 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0110'OFFICE AT CASTOLON, 22 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BA0110'AT THE SOUTHEAST END OF A CURVE, 29 FEET SOUTHWEST OF A ROCKY CLIFF, 2
 BA0110'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 BA0110'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 BA0110'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0689 ***********************************************************************
 CD0689  DESIGNATION -  K 359
 CD0689  PID         -  CD0689
 CD0689  STATE/COUNTY-  TX/HUDSPETH
 CD0689  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0689
 CD0689                         *CURRENT SURVEY CONTROL
 CD0689  ___________________________________________________________________
 CD0689* NAD 83(1986)-  31 50 19.     (N)    105 44 11.     (W)     SCALED    
 CD0689* NAVD 88     -      1532.044  (meters)    5026.38   (feet)  POSTED    
 CD0689  ___________________________________________________________________
 CD0689  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0689  DYNAMIC HT  -        1529.650 (meters)    5018.53  (feet)  COMP
 CD0689  MODELED GRAV-     979,022.3   (mgal)                       NAVD 88
 CD0689
 CD0689  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0689
 CD0689.The horizontal coordinates were scaled from a topographic map and have
 CD0689.an estimated accuracy of +/- 6 seconds.
 CD0689
 CD0689.The orthometric height was determined by differential leveling
 CD0689.and adjusted by the National Geodetic Survey in 1992..
 CD0689.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0689.rate of 0.0 thru 1.0 mm/km.
 CD0689
 CD0689.The geoid height was determined by GEOID03.
 CD0689
 CD0689.The dynamic height is computed by dividing the NAVD 88
 CD0689.geopotential number by the normal gravity value computed on the
 CD0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0689.degrees latitude (g = 980.6199 gals.).
 CD0689
 CD0689.The modeled gravity was interpolated from observed gravity values.
 CD0689
 CD0689;                    North         East    Units  Estimated Accuracy
 CD0689;SPC TX C     - 3,253,200.      188,760.      MT  (+/- 180 meters Scaled)
 CD0689
 CD0689                          SUPERSEDED SURVEY CONTROL
 CD0689
 CD0689  NGVD 29 (??/??/92) 1531.366  (m)         5024.16   (f) ADJ UNCH    1 2
 CD0689
 CD0689.Superseded values are not recommended for survey control.
 CD0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0689.See file dsdata.txt to determine how the superseded data were derived.
 CD0689
 CD0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR303227(NAD 83)
 CD0689_MARKER: DB = BENCH MARK DISK
 CD0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0689_STAMPING: K 359 1943
 CD0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0689+STABILITY: SURFACE MOTION
 CD0689
 CD0689  HISTORY     - Date     Condition        Report By
 CD0689  HISTORY     - 1943     MONUMENTED       CGS
 CD0689  HISTORY     - 1976     GOOD             USGS
 CD0689
 CD0689                          STATION DESCRIPTION
 CD0689
 CD0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0689'47.3 MI E FROM EL PASO.
 CD0689'IN HUDSPETH COUNTY, 47.3 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0689'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, AT THE EAST END OF A
 CD0689'LONG CURVE, 54 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT AN
 CD0689'L-FENCE CORNER ON THE NORTH SIDE OF THE HIGHWAY, AND 10 FEET WEST OF
 CD0689'THE CORNER POST.  A STANDARD DISK, STAMPED K 359 1943 AND SET IN THE
 CD0689'TOP OF A CONCRETE POST.
 CD0689
 CD0689                          STATION RECOVERY (1976)
 CD0689
 CD0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0689'ABOUT 42.3 MILES EAST OF JCT. OF LOOP 16 AND U.S. HWYS. 62 AND 180 AT
 CD0689'EAST EDGE OF EL PASO, THENCE N. ABOUT 0.5 MI. TO OLD HWY, MARK IS 50
 CD0689'FT. N. AND 9 FT. E. OF RD. JCT. A STANDARD DISK SET IN CONCRETE POST,
 CD0689'STAMPED K 359 1943 AND PROJECTING 8 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1064 ***********************************************************************
 FL1064  DESIGNATION -  K 361 RESET
 FL1064  PID         -  FL1064
 FL1064  STATE/COUNTY-  TX/POTTER
 FL1064  USGS QUAD   -  PULLMAN (1973)
 FL1064
 FL1064                         *CURRENT SURVEY CONTROL
 FL1064  ___________________________________________________________________
 FL1064* NAD 83(1986)-  35 13 01.     (N)    101 42 20.     (W)     SCALED    
 FL1064* NAVD 88     -      1099.81   (meters)    3608.3    (feet)  RESET     
 FL1064  ___________________________________________________________________
 FL1064  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL1064
 FL1064  VERT ORDER  -  THIRD
 FL1064
 FL1064.The horizontal coordinates were scaled from a topographic map and have
 FL1064.an estimated accuracy of +/- 6 seconds.
 FL1064
 FL1064.The orthometric height was computed from unverified reset data.
 FL1064
 FL1064.The geoid height was determined by GEOID03.
 FL1064
 FL1064;                    North         East    Units  Estimated Accuracy
 FL1064;SPC TX N     - 1,135,020.      181,290.      MT  (+/- 180 meters Scaled)
 FL1064
 FL1064                          SUPERSEDED SURVEY CONTROL
 FL1064
 FL1064.No superseded survey control is available for this station.
 FL1064
 FL1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE537004(NAD 83)
 FL1064_MARKER: DB = BENCH MARK DISK
 FL1064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1064_SP_SET: APRON
 FL1064_STAMPING: K 361 RESET 1969
 FL1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1064
 FL1064  HISTORY     - Date     Condition        Report By
 FL1064  HISTORY     - 1969     MONUMENTED       CGS
 FL1064  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1064
 FL1064                          STATION DESCRIPTION
 FL1064
 FL1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FL1064'IN AMARILLO AIRPORT.
 FL1064'1,562 FEET SOUTHWEST, THENCE 537 FEET NORTHWEST FROM THE NORTHWEST
 FL1064'CORNER OF FIRE STATION NO. 10.  SET IN THE SOUTHEAST CORNER OF A
 FL1064'CONCRETE APRON, 0.8 MILE SOUTH OF CONTROLL TOWER, 1 FOOT NORTHWEST OF
 FL1064'THE SOUTHEAST EDGE OF CONCRETE APRON AND 2 FEET NORTHEAST OF THE
 FL1064'NORTHWEST EDGE OF CONCRETE APRON.  A STANDARD DISK SET FLUSH IN A
 FL1064'DRILLHOLE IN THE CONCRETE APRON.
 FL1064
 FL1064                          STATION RECOVERY (1984)
 FL1064
 FL1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0485 ***********************************************************************
 EN0485  DESIGNATION -  K 362
 EN0485  PID         -  EN0485
 EN0485  STATE/COUNTY-  TX/ARMSTRONG
 EN0485  USGS QUAD   -  WAYSIDE (1984)
 EN0485
 EN0485                         *CURRENT SURVEY CONTROL
 EN0485  ___________________________________________________________________
 EN0485* NAD 83(1986)-  34 51 47.     (N)    101 33 52.     (W)     SCALED    
 EN0485* NAVD 88     -       800.984  (meters)    2627.89   (feet)  ADJUSTED  
 EN0485  ___________________________________________________________________
 EN0485  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 EN0485  DYNAMIC HT  -         800.011 (meters)    2624.70  (feet)  COMP
 EN0485  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 EN0485
 EN0485  VERT ORDER  -  SECOND    CLASS 0
 EN0485
 EN0485.The horizontal coordinates were scaled from a topographic map and have
 EN0485.an estimated accuracy of +/- 6 seconds.
 EN0485
 EN0485.The orthometric height was determined by differential leveling
 EN0485.and adjusted by the National Geodetic Survey in June 1991..
 EN0485
 EN0485.The geoid height was determined by GEOID03.
 EN0485
 EN0485.The dynamic height is computed by dividing the NAVD 88
 EN0485.geopotential number by the normal gravity value computed on the
 EN0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0485.degrees latitude (g = 980.6199 gals.).
 EN0485
 EN0485.The modeled gravity was interpolated from observed gravity values.
 EN0485
 EN0485;                    North         East    Units  Estimated Accuracy
 EN0485;SPC TX N     - 1,095,750.      194,110.      MT  (+/- 180 meters Scaled)
 EN0485
 EN0485                          SUPERSEDED SURVEY CONTROL
 EN0485
 EN0485  NGVD 29 (??/??/92)  800.523  (m)         2626.38   (f) ADJ UNCH    2 0
 EN0485
 EN0485.Superseded values are not recommended for survey control.
 EN0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0485.See file dsdata.txt to determine how the superseded data were derived.
 EN0485
 EN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD655608(NAD 83)
 EN0485_MARKER: DB = BENCH MARK DISK
 EN0485_SETTING: 66 = SET IN ROCK OUTCROP
 EN0485_SP_SET: ROCK LEDGE
 EN0485_STAMPING: K 362 1943
 EN0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0485+STABILITY: POSITION/ELEVATION WELL
 EN0485
 EN0485  HISTORY     - Date     Condition        Report By
 EN0485  HISTORY     - 1943     MONUMENTED       CGS
 EN0485  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0485  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0485
 EN0485                          STATION DESCRIPTION
 EN0485
 EN0485'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0485'27.9 MI SE FROM CANYON.
 EN0485'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0485'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 7.9 MILES EAST AND
 EN0485'SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  1.3 MILES
 EN0485'NORTHWEST OF OLD HOME RANCH CAMP, ABOUT 100 YARDS SOUTHWEST OF THE
 EN0485'SOUTHWEST BANK OF THE CREEK, ABOUT 150 FEET SOUTHWEST OF A WAGON ROAD,
 EN0485'35 FEET NORTHEAST OF A BLAZED COTTONWOOD TREE, AT THE FOOT OF A
 EN0485'10-FOOT BLUFF, IN THE FACE OF A 6- BY 3-FOOT OUTCROPPING LEDGE OF
 EN0485'ROCK, AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED K
 EN0485'362 1943 AND SET VERTICALLY.
 EN0485
 EN0485                          STATION RECOVERY (1980)
 EN0485
 EN0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0417 ***********************************************************************
 FL0417  DESIGNATION -  K 363
 FL0417  PID         -  FL0417
 FL0417  STATE/COUNTY-  TX/GRAY
 FL0417  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0417
 FL0417                         *CURRENT SURVEY CONTROL
 FL0417  ___________________________________________________________________
 FL0417* NAD 83(1986)-  35 16 41.     (N)    100 42 52.     (W)     SCALED    
 FL0417* NAVD 88     -       851.333  (meters)    2793.08   (feet)  ADJUSTED  
 FL0417  ___________________________________________________________________
 FL0417  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 FL0417  DYNAMIC HT  -         850.420 (meters)    2790.09  (feet)  COMP
 FL0417  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 FL0417
 FL0417  VERT ORDER  -  SECOND    CLASS 0
 FL0417
 FL0417.The horizontal coordinates were scaled from a topographic map and have
 FL0417.an estimated accuracy of +/- 6 seconds.
 FL0417
 FL0417.The orthometric height was determined by differential leveling
 FL0417.and adjusted by the National Geodetic Survey in June 1991..
 FL0417
 FL0417.The geoid height was determined by GEOID03.
 FL0417
 FL0417.The dynamic height is computed by dividing the NAVD 88
 FL0417.geopotential number by the normal gravity value computed on the
 FL0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0417.degrees latitude (g = 980.6199 gals.).
 FL0417
 FL0417.The modeled gravity was interpolated from observed gravity values.
 FL0417
 FL0417;                    North         East    Units  Estimated Accuracy
 FL0417;SPC TX N     - 1,142,070.      271,460.      MT  (+/- 180 meters Scaled)
 FL0417
 FL0417                          SUPERSEDED SURVEY CONTROL
 FL0417
 FL0417  NGVD 29 (??/??/92)  850.983  (m)         2791.93   (f) ADJ UNCH    2 0
 FL0417
 FL0417.Superseded values are not recommended for survey control.
 FL0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0417.See file dsdata.txt to determine how the superseded data were derived.
 FL0417
 FL0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE440052(NAD 83)
 FL0417_MARKER: DB = BENCH MARK DISK
 FL0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0417_STAMPING: K 363 1943
 FL0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0417+STABILITY: SURFACE MOTION
 FL0417
 FL0417  HISTORY     - Date     Condition        Report By
 FL0417  HISTORY     - 1943     MONUMENTED       CGS
 FL0417
 FL0417                          STATION DESCRIPTION
 FL0417
 FL0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0417'8.5 MI NE FROM ALANREED.
 FL0417'8.5 MILES NORTH OF ALANREED, GRAY COUNTY.  THIS BENCH MARK MAY BE
 FL0417'REACHED FROM THE POST OFFICE BY GOING 2.6 MILES EAST ALONG U.S.
 FL0417'HIGHWAY 66, THENCE 2.0 MILES NORTH, 1.3 MILES WEST, AND 2.6 MILES
 FL0417'NORTH ALONG GRADED ROADS.  IT IS 0.5 MILE SOUTH OF MCCLELLAN CREEK,
 FL0417'0.2 MILE NORTH OF THE CREST OF A HILL, ON A SMALL ROUNDING KNOLL, 50
 FL0417'FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF A WHITE WOODEN
 FL0417'WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 FL0417'STAMPED K 363 1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0233 ***********************************************************************
 CV0233  DESIGNATION -  K 364
 CV0233  PID         -  CV0233
 CV0233  STATE/COUNTY-  TX/GAINES
 CV0233  USGS QUAD   -  SEAGRAVES NW (1970)
 CV0233
 CV0233                         *CURRENT SURVEY CONTROL
 CV0233  ___________________________________________________________________
 CV0233* NAD 83(1986)-  32 56 39.     (N)    102 44 17.     (W)     SCALED    
 CV0233* NAVD 88     -      1059.440  (meters)    3475.85   (feet)  ADJUSTED  
 CV0233  ___________________________________________________________________
 CV0233  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 CV0233  DYNAMIC HT  -        1058.024 (meters)    3471.20  (feet)  COMP
 CV0233  MODELED GRAV-     979,263.5   (mgal)                       NAVD 88
 CV0233
 CV0233  VERT ORDER  -  SECOND    CLASS 0
 CV0233
 CV0233.The horizontal coordinates were scaled from a topographic map and have
 CV0233.an estimated accuracy of +/- 6 seconds.
 CV0233
 CV0233.The orthometric height was determined by differential leveling
 CV0233.and adjusted by the National Geodetic Survey in June 1991..
 CV0233
 CV0233.The geoid height was determined by GEOID03.
 CV0233
 CV0233.The dynamic height is computed by dividing the NAVD 88
 CV0233.geopotential number by the normal gravity value computed on the
 CV0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0233.degrees latitude (g = 980.6199 gals.).
 CV0233
 CV0233.The modeled gravity was interpolated from observed gravity values.
 CV0233
 CV0233;                    North         East    Units  Estimated Accuracy
 CV0233;SPC TXNC     - 2,149,650.      203,850.      MT  (+/- 180 meters Scaled)
 CV0233
 CV0233                          SUPERSEDED SURVEY CONTROL
 CV0233
 CV0233  NGVD 29 (??/??/92) 1059.093  (m)         3474.71   (f) ADJ UNCH    2 0
 CV0233
 CV0233.Superseded values are not recommended for survey control.
 CV0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0233.See file dsdata.txt to determine how the superseded data were derived.
 CV0233
 CV0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS114473(NAD 83)
 CV0233_MARKER: DB = BENCH MARK DISK
 CV0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0233_STAMPING: K 364 1943
 CV0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0233+STABILITY: SURFACE MOTION
 CV0233
 CV0233  HISTORY     - Date     Condition        Report By
 CV0233  HISTORY     - 1943     MONUMENTED       CGS
 CV0233  HISTORY     - 1969     MARK NOT FOUND   USGS
 CV0233
 CV0233                          STATION DESCRIPTION
 CV0233
 CV0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CV0233'6.55 MI ESE FROM DENVER CITY.
 CV0233'IN GAINES COUNTY, 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 214 FROM THE
 CV0233'POST OFFICE AT DENVER CITY, YOAKUM COUNTY, THENCE 4.15 MILES EAST
 CV0233'ALONG STATE HIGHWAY 328.  58 FEET NORTH OF THE CENTERLINE OF THE
 CV0233'HIGHWAY, 7 FEET EAST OF A POWER POLE, IN LINE WITH THE POWER POLES, 3
 CV0233'FEET SOUTH OF A FENCE PARALLEL TO THE HIGHWAY, AND 2 FEET WEST OF A
 CV0233'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 364 1943 AND
 CV0233'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 CV0233
 CV0233                          STATION RECOVERY (1969)
 CV0233
 CV0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CV0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0190 ***********************************************************************
 DQ0190  DESIGNATION -  K 365
 DQ0190  PID         -  DQ0190
 DQ0190  STATE/COUNTY-  TX/YOAKUM
 DQ0190  USGS QUAD   -  PLAINS (1971)
 DQ0190
 DQ0190                         *CURRENT SURVEY CONTROL
 DQ0190  ___________________________________________________________________
 DQ0190* NAD 83(1986)-  33 10 03.     (N)    102 50 09.     (W)     SCALED    
 DQ0190* NAVD 88     -      1119.887  (meters)    3674.16   (feet)  ADJUSTED  
 DQ0190  ___________________________________________________________________
 DQ0190  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 DQ0190  DYNAMIC HT  -        1118.392 (meters)    3669.26  (feet)  COMP
 DQ0190  MODELED GRAV-     979,263.5   (mgal)                       NAVD 88
 DQ0190
 DQ0190  VERT ORDER  -  SECOND    CLASS 0
 DQ0190
 DQ0190.The horizontal coordinates were scaled from a topographic map and have
 DQ0190.an estimated accuracy of +/- 6 seconds.
 DQ0190
 DQ0190.The orthometric height was determined by differential leveling
 DQ0190.and adjusted by the National Geodetic Survey in June 1991..
 DQ0190
 DQ0190.The geoid height was determined by GEOID03.
 DQ0190
 DQ0190.The dynamic height is computed by dividing the NAVD 88
 DQ0190.geopotential number by the normal gravity value computed on the
 DQ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0190.degrees latitude (g = 980.6199 gals.).
 DQ0190
 DQ0190.The modeled gravity was interpolated from observed gravity values.
 DQ0190
 DQ0190;                    North         East    Units  Estimated Accuracy
 DQ0190;SPC TXNC     - 2,174,770.      195,740.      MT  (+/- 180 meters Scaled)
 DQ0190
 DQ0190                          SUPERSEDED SURVEY CONTROL
 DQ0190
 DQ0190  NGVD 29 (??/??/92) 1119.472  (m)         3672.80   (f) ADJ UNCH    2 0
 DQ0190
 DQ0190.Superseded values are not recommended for survey control.
 DQ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0190.See file dsdata.txt to determine how the superseded data were derived.
 DQ0190
 DQ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS018719(NAD 83)
 DQ0190_MARKER: DB = BENCH MARK DISK
 DQ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0190_STAMPING: K 365 1943
 DQ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0190+STABILITY: SURFACE MOTION
 DQ0190
 DQ0190  HISTORY     - Date     Condition        Report By
 DQ0190  HISTORY     - 1943     MONUMENTED       CGS
 DQ0190  HISTORY     - 1972     MARK NOT FOUND   USGS
 DQ0190
 DQ0190                          STATION DESCRIPTION
 DQ0190
 DQ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0190'1.8 MI SSW FROM PLAINS.
 DQ0190'1.8 MILES SOUTH-SOUTHWEST ALONG THE ROAD LEADING TO ALLRED FROM THE
 DQ0190'COURTHOUSE AT PLAINS, YOAKUM COUNTY, AT A 90-DEGREE CURVE IN THE ROAD,
 DQ0190'54 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 26 FEET WEST OF THE
 DQ0190'CENTERLINE OF THE ROAD LEADING SOUTH, 2 FEET NORTH OF A FENCE PARALLEL
 DQ0190'TO THE ROAD, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST. A
 DQ0190'STANDARD DISK, STAMPED K 365 1943 AND SET IN THE TOP OF A CONCRETE
 DQ0190'POST PROJECTING 4 INCHES ABOVE GROUND.
 DQ0190
 DQ0190                          STATION RECOVERY (1972)
 DQ0190
 DQ0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DQ0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0138 ***********************************************************************
 DQ0138  DESIGNATION -  K 366
 DQ0138  PID         -  DQ0138
 DQ0138  STATE/COUNTY-  TX/COCHRAN
 DQ0138  USGS QUAD   -  WEST OF SUNDOWN (1965)
 DQ0138
 DQ0138                         *CURRENT SURVEY CONTROL
 DQ0138  ___________________________________________________________________
 DQ0138* NAD 83(1986)-  33 24 07.     (N)    102 35 44.     (W)     SCALED    
 DQ0138* NAVD 88     -      1095.133  (meters)    3592.95   (feet)  ADJUSTED  
 DQ0138  ___________________________________________________________________
 DQ0138  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 DQ0138  DYNAMIC HT  -        1093.698 (meters)    3588.24  (feet)  COMP
 DQ0138  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 DQ0138
 DQ0138  VERT ORDER  -  SECOND    CLASS 0
 DQ0138
 DQ0138.The horizontal coordinates were scaled from a topographic map and have
 DQ0138.an estimated accuracy of +/- 6 seconds.
 DQ0138
 DQ0138.The orthometric height was determined by differential leveling
 DQ0138.and adjusted by the National Geodetic Survey in June 1991..
 DQ0138
 DQ0138.The geoid height was determined by GEOID03.
 DQ0138
 DQ0138.The dynamic height is computed by dividing the NAVD 88
 DQ0138.geopotential number by the normal gravity value computed on the
 DQ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0138.degrees latitude (g = 980.6199 gals.).
 DQ0138
 DQ0138.The modeled gravity was interpolated from observed gravity values.
 DQ0138
 DQ0138;                    North         East    Units  Estimated Accuracy
 DQ0138;SPC TXNC     - 2,199,850.      219,140.      MT  (+/- 180 meters Scaled)
 DQ0138
 DQ0138                          SUPERSEDED SURVEY CONTROL
 DQ0138
 DQ0138  NGVD 29 (??/??/92) 1094.743  (m)         3591.67   (f) ADJ UNCH    2 0
 DQ0138
 DQ0138.Superseded values are not recommended for survey control.
 DQ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0138.See file dsdata.txt to determine how the superseded data were derived.
 DQ0138
 DQ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS236984(NAD 83)
 DQ0138_MARKER: DB = BENCH MARK DISK
 DQ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0138_STAMPING: K 366 1943
 DQ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0138+STABILITY: SURFACE MOTION
 DQ0138
 DQ0138  HISTORY     - Date     Condition        Report By
 DQ0138  HISTORY     - 1943     MONUMENTED       CGS
 DQ0138
 DQ0138                          STATION DESCRIPTION
 DQ0138
 DQ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0138'14.8 MI S FROM WHITEFACE.
 DQ0138'THIS MARK IS ABOUT 14.8 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0138'RAILWAY STATION AT WHITEFACE, COCHRAN COUNTY, 0.5 MILE SOUTH OF A
 DQ0138'CATTLE GUARD AND A ROAD RUNNING EAST-WEST, 51.0 FEET WEST OF THE
 DQ0138'CENTER LINE OF THE ROAD, PROJECTING ABOUT 5-INCHES ABOVE THE GROUND,
 DQ0138'2.0 FEET EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0199 ***********************************************************************
 DQ0199  DESIGNATION -  K 367
 DQ0199  PID         -  DQ0199
 DQ0199  STATE/COUNTY-  TX/COCHRAN
 DQ0199  USGS QUAD   -  MORTON (1971)
 DQ0199
 DQ0199                         *CURRENT SURVEY CONTROL
 DQ0199  ___________________________________________________________________
 DQ0199* NAD 83(1986)-  33 42 18.     (N)    102 45 34.     (W)     SCALED    
 DQ0199* NAVD 88     -      1148.948  (meters)    3769.51   (feet)  POSTED    
 DQ0199  ___________________________________________________________________
 DQ0199  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 DQ0199  DYNAMIC HT  -        1147.440 (meters)    3764.56  (feet)  COMP
 DQ0199  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 DQ0199
 DQ0199  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DQ0199
 DQ0199.The horizontal coordinates were scaled from a topographic map and have
 DQ0199.an estimated accuracy of +/- 6 seconds.
 DQ0199
 DQ0199.The orthometric height was determined by differential leveling
 DQ0199.and adjusted by the National Geodetic Survey in 1992..
 DQ0199.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DQ0199.rate of 2.1 thru 3.0 mm/km.
 DQ0199
 DQ0199.The geoid height was determined by GEOID03.
 DQ0199
 DQ0199.The dynamic height is computed by dividing the NAVD 88
 DQ0199.geopotential number by the normal gravity value computed on the
 DQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0199.degrees latitude (g = 980.6199 gals.).
 DQ0199
 DQ0199.The modeled gravity was interpolated from observed gravity values.
 DQ0199
 DQ0199;                    North         East    Units  Estimated Accuracy
 DQ0199;SPC TXNC     - 2,234,040.      205,270.      MT  (+/- 180 meters Scaled)
 DQ0199
 DQ0199                          SUPERSEDED SURVEY CONTROL
 DQ0199
 DQ0199  NGVD 29 (??/??/92) 1148.511  (m)         3768.07   (f) ADJ UNCH    2 0
 DQ0199
 DQ0199.Superseded values are not recommended for survey control.
 DQ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0199.See file dsdata.txt to determine how the superseded data were derived.
 DQ0199
 DQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT076317(NAD 83)
 DQ0199_MARKER: DB = BENCH MARK DISK
 DQ0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DQ0199_SP_SET: CULVERT
 DQ0199_STAMPING: K 367 1943
 DQ0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0199
 DQ0199  HISTORY     - Date     Condition        Report By
 DQ0199  HISTORY     - 1943     MONUMENTED       CGS
 DQ0199
 DQ0199                          STATION DESCRIPTION
 DQ0199
 DQ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0199'1.4 MI S FROM MORTON.
 DQ0199'THIS MARK IS ABOUT 1.4 MI. S. ALONG STATE HIGHWAY 214 FROM THE COURT
 DQ0199'HOUSE AT MORTON, COCHRAN COUNTY, SET AT A ROAD CROSSING IN THE TOP OF
 DQ0199'THE N. END OF THE W. HEADWALL OF A 10 FOOT CULVERT, 94 FEET S. OF THE
 DQ0199'CENTERLINE OF A ROAD RUNNING W., 21 FEET W. OF THE CENTERLINE OF THE
 DQ0199'HIGHWAY ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0162 ***********************************************************************
 EO0162  DESIGNATION -  K 368
 EO0162  PID         -  EO0162
 EO0162  STATE/COUNTY-  TX/BAILEY
 EO0162  USGS QUAD   -  NEEDMORE (1962)
 EO0162
 EO0162                         *CURRENT SURVEY CONTROL
 EO0162  ___________________________________________________________________
 EO0162* NAD 83(1986)-  34 03 51.     (N)    102 44 13.     (W)     SCALED    
 EO0162* NAVD 88     -      1195.936  (meters)    3923.67   (feet)  POSTED    
 EO0162  ___________________________________________________________________
 EO0162  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 EO0162  DYNAMIC HT  -        1194.380 (meters)    3918.56  (feet)  COMP
 EO0162  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 EO0162
 EO0162  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EO0162
 EO0162.The horizontal coordinates were scaled from a topographic map and have
 EO0162.an estimated accuracy of +/- 6 seconds.
 EO0162
 EO0162.The orthometric height was determined by differential leveling
 EO0162.and adjusted by the National Geodetic Survey in 1992..
 EO0162.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EO0162.rate of 2.1 thru 3.0 mm/km.
 EO0162
 EO0162.The geoid height was determined by GEOID03.
 EO0162
 EO0162.The dynamic height is computed by dividing the NAVD 88
 EO0162.geopotential number by the normal gravity value computed on the
 EO0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0162.degrees latitude (g = 980.6199 gals.).
 EO0162
 EO0162.The modeled gravity was interpolated from observed gravity values.
 EO0162
 EO0162;                    North         East    Units  Estimated Accuracy
 EO0162;SPC TXNC     - 2,273,760.      208,960.      MT  (+/- 180 meters Scaled)
 EO0162
 EO0162                          SUPERSEDED SURVEY CONTROL
 EO0162
 EO0162  NGVD 29 (??/??/92) 1195.404  (m)         3921.92   (f) ADJ UNCH    2 0
 EO0162
 EO0162.Superseded values are not recommended for survey control.
 EO0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0162.See file dsdata.txt to determine how the superseded data were derived.
 EO0162
 EO0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT088715(NAD 83)
 EO0162_MARKER: DB = BENCH MARK DISK
 EO0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0162_STAMPING: K 368 1943
 EO0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0162+STABILITY: SURFACE MOTION
 EO0162
 EO0162  HISTORY     - Date     Condition        Report By
 EO0162  HISTORY     - 1943     MONUMENTED       CGS
 EO0162
 EO0162                          STATION DESCRIPTION
 EO0162
 EO0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 EO0162'2.3 MI N FROM NEEDMORE.
 EO0162'THIS MARK IS ABOUT 2.3 MI. N. ALONG STATE HIGHWAY 214 FROM NEEDMORE,
 EO0162'BAILEY COUNTY, 0.05 MI. N. OF A DIRT CROSS ROAD, SET NEAR THE S.W.
 EO0162'CORNER OF A FENCE, 2 FEET S. OF A FENCE RUNNING E-W, 4 FEET E. OF THE
 EO0162'CORNER FENCE POST, 37 FEET N.W. OF THE N.W. CORNER OF AN ABANDON
 EO0162'BUNGALOW, 56 FEET E. OF THE CENTERLINE OF THE HIGHWAY, PROJECTING
 EO0162'ABOUT 5 INCHES ABOVE THE GROUND, 2 FEET W. OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0068 ***********************************************************************
 GL0068  DESIGNATION -  K 369
 GL0068  PID         -  GL0068
 GL0068  STATE/COUNTY-  TX/HARTLEY
 GL0068  USGS QUAD   -  WILCO (1965)
 GL0068
 GL0068                         *CURRENT SURVEY CONTROL
 GL0068  ___________________________________________________________________
 GL0068* NAD 83(1986)-  36 01 34.     (N)    102 16 18.     (W)     SCALED    
 GL0068* NAVD 88     -      1174.314  (meters)    3852.73   (feet)  ADJUSTED  
 GL0068  ___________________________________________________________________
 GL0068  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 GL0068  DYNAMIC HT  -        1172.957 (meters)    3848.28  (feet)  COMP
 GL0068  MODELED GRAV-     979,437.0   (mgal)                       NAVD 88
 GL0068
 GL0068  VERT ORDER  -  SECOND    CLASS 0
 GL0068
 GL0068.The horizontal coordinates were scaled from a topographic map and have
 GL0068.an estimated accuracy of +/- 6 seconds.
 GL0068
 GL0068.The orthometric height was determined by differential leveling
 GL0068.and adjusted by the National Geodetic Survey in June 1991..
 GL0068
 GL0068.The geoid height was determined by GEOID03.
 GL0068
 GL0068.The dynamic height is computed by dividing the NAVD 88
 GL0068.geopotential number by the normal gravity value computed on the
 GL0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0068.degrees latitude (g = 980.6199 gals.).
 GL0068
 GL0068.The modeled gravity was interpolated from observed gravity values.
 GL0068
 GL0068;                    North         East    Units  Estimated Accuracy
 GL0068;SPC TX N     - 1,225,050.      130,450.      MT  (+/- 180 meters Scaled)
 GL0068
 GL0068                          SUPERSEDED SURVEY CONTROL
 GL0068
 GL0068  NGVD 29 (??/??/92) 1173.76   (m)         3850.9    (f) COMPUTED    2 0
 GL0068
 GL0068.Superseded values are not recommended for survey control.
 GL0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0068.See file dsdata.txt to determine how the superseded data were derived.
 GL0068
 GL0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV458902(NAD 83)
 GL0068_MARKER: DB = BENCH MARK DISK
 GL0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0068_STAMPING: K 369 1943
 GL0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0068+STABILITY: SURFACE MOTION
 GL0068
 GL0068  HISTORY     - Date     Condition        Report By
 GL0068  HISTORY     - 1943     MONUMENTED       CGS
 GL0068  HISTORY     - 1952     GOOD             NGS
 GL0068
 GL0068                          STATION DESCRIPTION
 GL0068
 GL0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0068'15.6 MI E FROM DALHART.
 GL0068'15.6 MILES EAST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0068'DALHART.  SET BY MILE POST NUMBER 45.  37.3 FEET SOUTH OF THE SOUTH
 GL0068'RAIL OF THE TRACK, 10.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 4.0 FEET
 GL0068'WEST OF THE MILE POST, 4.0 FEET NORTH OF THE REFERENCE POST.
 GL0068
 GL0068                          STATION RECOVERY (1952)
 GL0068
 GL0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0354 ***********************************************************************
 AB0354  DESIGNATION -  K 37
 AB0354  PID         -  AB0354
 AB0354  STATE/COUNTY-  TX/CAMERON
 AB0354  USGS QUAD   -  LAGUNA ATASCOSA (1970)
 AB0354
 AB0354                         *CURRENT SURVEY CONTROL
 AB0354  ___________________________________________________________________
 AB0354* NAD 83(1986)-  26 07 46.     (N)    097 28 15.     (W)     SCALED    
 AB0354* NAVD 88     -         5.556  (meters)      18.23   (feet)  ADJUSTED  
 AB0354  ___________________________________________________________________
 AB0354  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 AB0354  DYNAMIC HT  -           5.547 (meters)      18.20  (feet)  COMP
 AB0354  MODELED GRAV-     979,048.0   (mgal)                       NAVD 88
 AB0354
 AB0354  VERT ORDER  -  SECOND    CLASS 0
 AB0354
 AB0354.The horizontal coordinates were scaled from a topographic map and have
 AB0354.an estimated accuracy of +/- 6 seconds.
 AB0354
 AB0354.The orthometric height was determined by differential leveling
 AB0354.and adjusted by the National Geodetic Survey in June 1991..
 AB0354
 AB0354.The geoid height was determined by GEOID03.
 AB0354
 AB0354.The dynamic height is computed by dividing the NAVD 88
 AB0354.geopotential number by the normal gravity value computed on the
 AB0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0354.degrees latitude (g = 980.6199 gals.).
 AB0354
 AB0354.The modeled gravity was interpolated from observed gravity values.
 AB0354
 AB0354;                    North         East    Units  Estimated Accuracy
 AB0354;SPC TX S     - 5,051,690.      402,920.      MT  (+/- 180 meters Scaled)
 AB0354
 AB0354                          SUPERSEDED SURVEY CONTROL
 AB0354
 AB0354  NGVD 29 (??/??/92)    5.666  (m)           18.59   (f) ADJ UNCH    2 0
 AB0354
 AB0354.Superseded values are not recommended for survey control.
 AB0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0354.See file dsdata.txt to determine how the superseded data were derived.
 AB0354
 AB0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP528909(NAD 83)
 AB0354_MARKER: DD = SURVEY DISK
 AB0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0354_SP_SET: CULVERT
 AB0354_STAMPING: K 37 18.41
 AB0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0354
 AB0354  HISTORY     - Date     Condition        Report By
 AB0354  HISTORY     - UNK      MONUMENTED
 AB0354  HISTORY     - 1942     GOOD             NGS
 AB0354  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0354  HISTORY     - 1988     GOOD             USPSQD
 AB0354
 AB0354                          STATION DESCRIPTION
 AB0354
 AB0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AB0354'1.8 MI NE FROM SAN BENITO.
 AB0354'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT
 AB0354'SAN BENITO, CAMERON COUNTY, 9.0 MILES SOUTHEAST ALONG A PAVED ROAD
 AB0354'LEADING TO BAYVIEW.  AT THE JUNCTION OF A ROAD LEADING TO LOS FRESNOS,
 AB0354'50 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 15 FEET
 AB0354'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AT A CONCRETE
 AB0354'CULVERT, AND IN THE CENTER OF THE TOP OF THE WEST HEADWALL. A CAMERON
 AB0354'COUNTY STANDARD DISK, STAMPED K 37 18.41.
 AB0354
 AB0354                          STATION RECOVERY (1987)
 AB0354
 AB0354'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0354'MARK NOT FOUND.
 AB0354
 AB0354                          STATION RECOVERY (1988)
 AB0354
 AB0354'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0176 ***********************************************************************
 AO0176  DESIGNATION -  K 37
 AO0176  PID         -  AO0176
 AO0176  STATE/COUNTY-  TX/FRIO
 AO0176  USGS QUAD   -  PEARSALL NORTH (1982)
 AO0176
 AO0176                         *CURRENT SURVEY CONTROL
 AO0176  ___________________________________________________________________
 AO0176* NAD 83(1986)-  28 53 33.     (N)    099 05 44.     (W)     SCALED    
 AO0176* NAVD 88     -       192.564  (meters)     631.77   (feet)  ADJUSTED  
 AO0176  ___________________________________________________________________
 AO0176  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AO0176  DYNAMIC HT  -         192.283 (meters)     630.85  (feet)  COMP
 AO0176  MODELED GRAV-     979,179.5   (mgal)                       NAVD 88
 AO0176
 AO0176  VERT ORDER  -  FIRST     CLASS II
 AO0176
 AO0176.The horizontal coordinates were scaled from a topographic map and have
 AO0176.an estimated accuracy of +/- 6 seconds.
 AO0176
 AO0176.The orthometric height was determined by differential leveling
 AO0176.and adjusted by the National Geodetic Survey in June 1991..
 AO0176
 AO0176.The geoid height was determined by GEOID03.
 AO0176
 AO0176.The dynamic height is computed by dividing the NAVD 88
 AO0176.geopotential number by the normal gravity value computed on the
 AO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0176.degrees latitude (g = 980.6199 gals.).
 AO0176
 AO0176.The modeled gravity was interpolated from observed gravity values.
 AO0176
 AO0176;                    North         East    Units  Estimated Accuracy
 AO0176;SPC TXSC     - 4,117,390.      590,680.      MT  (+/- 180 meters Scaled)
 AO0176
 AO0176                          SUPERSEDED SURVEY CONTROL
 AO0176
 AO0176  NGVD 29 (??/??/92)  192.440  (m)          631.36   (f) ADJ UNCH    1 2
 AO0176
 AO0176.Superseded values are not recommended for survey control.
 AO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0176.See file dsdata.txt to determine how the superseded data were derived.
 AO0176
 AO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS906960(NAD 83)
 AO0176_MARKER: DB = BENCH MARK DISK
 AO0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0176_SP_SET: BUILDING
 AO0176_STAMPING: K 37 1917 ELEV 631.505 FT
 AO0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0176+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2003
 AO0176
 AO0176  HISTORY     - Date     Condition        Report By
 AO0176  HISTORY     - 1917     MONUMENTED       CGS
 AO0176  HISTORY     - 1956     GOOD             NGS
 AO0176  HISTORY     - 1987     GOOD             USPSQD
 AO0176  HISTORY     - 19960806 GOOD             USPSQD
 AO0176  HISTORY     - 19980204 GOOD             USPSQD
 AO0176  HISTORY     - 20030523 GOOD             USPSQD
 AO0176
 AO0176                          STATION DESCRIPTION
 AO0176
 AO0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0176'IN PEARSALL.
 AO0176'AT PEARSALL, 240 FEET EAST OF THE NORTHEAST CORNER OF THE
 AO0176'INTERNATIONAL AND GREAT NORTHERN RAILROAD STATION, 293 FEET EAST OF
 AO0176'THE EAST RAIL OF THE MAIN TRACK, AT AN OLD RED STONE BUILDING WHICH IS
 AO0176'OCCUPIED BY THE ROCKHOUSE CAFE, 52 FEET NORTH OF THE CENTER LINE OF
 AO0176'30TH STREET, 3.0 FEET ABOVE THE GROUND, AT THE SOUTHWEST CORNER OF THE
 AO0176'BUILDING, SET VERTICALLY IN THE WEST WALL OF THE STONE BUILDING.
 AO0176
 AO0176                          STATION RECOVERY (1987)
 AO0176
 AO0176'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AO0176'RECOVERED IN GOOD CONDITION.
 AO0176
 AO0176                          STATION RECOVERY (1996)
 AO0176
 AO0176'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0176'RECOVERED IN GOOD CONDITION.
 AO0176
 AO0176                          STATION RECOVERY (1998)
 AO0176
 AO0176'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0176'RECOVERED IN GOOD CONDITION.
 AO0176
 AO0176                          STATION RECOVERY (2003)
 AO0176
 AO0176'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0120 ***********************************************************************
 FM0120  DESIGNATION -  K 371
 FM0120  PID         -  FM0120
 FM0120  STATE/COUNTY-  TX/MOORE
 FM0120  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0120
 FM0120                         *CURRENT SURVEY CONTROL
 FM0120  ___________________________________________________________________
 FM0120* NAD 83(1986)-  35 51 57.     (N)    102 04 11.     (W)     SCALED    
 FM0120* NAVD 88     -      1141.080  (meters)    3743.69   (feet)  POSTED    
 FM0120  ___________________________________________________________________
 FM0120  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FM0120  DYNAMIC HT  -        1139.750 (meters)    3739.33  (feet)  COMP
 FM0120  MODELED GRAV-     979,428.6   (mgal)                       NAVD 88
 FM0120
 FM0120  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FM0120
 FM0120.The horizontal coordinates were scaled from a topographic map and have
 FM0120.an estimated accuracy of +/- 6 seconds.
 FM0120
 FM0120.The orthometric height was determined by differential leveling
 FM0120.and adjusted by the National Geodetic Survey in 1992..
 FM0120.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FM0120.rate of 4.1 thru 8.0 mm/km.
 FM0120
 FM0120.The geoid height was determined by GEOID03.
 FM0120
 FM0120.The dynamic height is computed by dividing the NAVD 88
 FM0120.geopotential number by the normal gravity value computed on the
 FM0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0120.degrees latitude (g = 980.6199 gals.).
 FM0120
 FM0120.The modeled gravity was interpolated from observed gravity values.
 FM0120
 FM0120;                    North         East    Units  Estimated Accuracy
 FM0120;SPC TX N     - 1,207,140.      148,550.      MT  (+/- 180 meters Scaled)
 FM0120
 FM0120                          SUPERSEDED SURVEY CONTROL
 FM0120
 FM0120  NGVD 29 (??/??/92) 1140.514  (m)         3741.84   (f) ADJ UNCH    2 0
 FM0120
 FM0120.Superseded values are not recommended for survey control.
 FM0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0120.See file dsdata.txt to determine how the superseded data were derived.
 FM0120
 FM0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV645730(NAD 83)
 FM0120_MARKER: DB = BENCH MARK DISK
 FM0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0120_STAMPING: K 371 1943
 FM0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0120+STABILITY: SURFACE MOTION
 FM0120
 FM0120  HISTORY     - Date     Condition        Report By
 FM0120  HISTORY     - 1943     MONUMENTED       CGS
 FM0120  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0120  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 FM0120
 FM0120                          STATION DESCRIPTION
 FM0120
 FM0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0120'5.9 MI W FROM DUMAS.
 FM0120'5.9 MILES WEST ALONG U.S. HIGHWAY NUMBER 87 FROM THE COURTHOUSE AT
 FM0120'DUMAS.  SET AT THE INTERSECTION OF A SIDE ROAD LEADING SOUTH.  65 FEET
 FM0120'EAST OF THE CENTER-LINE OF THE TRAIL, 50 FEET SOUTH OF THE CENTER-LINE
 FM0120'OF THE HIGHWAY, 12.3 FEET EAST OF THE EAST GATE POST, 1.7 FEET NORTH
 FM0120'OF THE RIGHT-OF-WAY FENCE, 1.0 FOOT NORTH OF THE REFERENCE POST.
 FM0120
 FM0120                          STATION RECOVERY (1963)
 FM0120
 FM0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0120'MARK NOT FOUND.
 FM0120
 FM0120                          STATION RECOVERY (2004)
 FM0120
 FM0120'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0551 ***********************************************************************
 GK0551  DESIGNATION -  K 372
 GK0551  PID         -  GK0551
 GK0551  STATE/COUNTY-  TX/SHERMAN
 GK0551  USGS QUAD   -  SPURLOCK CHAPEL (1965)
 GK0551
 GK0551                         *CURRENT SURVEY CONTROL
 GK0551  ___________________________________________________________________
 GK0551* NAD 83(1986)-  36 08 22.     (N)    101 59 24.     (W)     SCALED    
 GK0551* NAVD 88     -      1086.284  (meters)    3563.92   (feet)  ADJUSTED  
 GK0551  ___________________________________________________________________
 GK0551  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 GK0551  DYNAMIC HT  -        1085.060 (meters)    3559.90  (feet)  COMP
 GK0551  MODELED GRAV-     979,469.4   (mgal)                       NAVD 88
 GK0551
 GK0551  VERT ORDER  -  SECOND    CLASS 0
 GK0551
 GK0551.The horizontal coordinates were scaled from a topographic map and have
 GK0551.an estimated accuracy of +/- 6 seconds.
 GK0551
 GK0551.The orthometric height was determined by differential leveling
 GK0551.and adjusted by the National Geodetic Survey in June 1991..
 GK0551
 GK0551.The geoid height was determined by GEOID03.
 GK0551
 GK0551.The dynamic height is computed by dividing the NAVD 88
 GK0551.geopotential number by the normal gravity value computed on the
 GK0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0551.degrees latitude (g = 980.6199 gals.).
 GK0551
 GK0551.The modeled gravity was interpolated from observed gravity values.
 GK0551
 GK0551;                    North         East    Units  Estimated Accuracy
 GK0551;SPC TX N     - 1,237,460.      155,900.      MT  (+/- 180 meters Scaled)
 GK0551
 GK0551                          SUPERSEDED SURVEY CONTROL
 GK0551
 GK0551  NGVD 29 (??/??/92) 1085.774  (m)         3562.24   (f) ADJ UNCH    2 0
 GK0551
 GK0551.Superseded values are not recommended for survey control.
 GK0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0551.See file dsdata.txt to determine how the superseded data were derived.
 GK0551
 GK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF309035(NAD 83)
 GK0551_MARKER: DB = BENCH MARK DISK
 GK0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0551_STAMPING: K 372 1943
 GK0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0551+STABILITY: SURFACE MOTION
 GK0551
 GK0551  HISTORY     - Date     Condition        Report By
 GK0551  HISTORY     - 1943     MONUMENTED       CGS
 GK0551  HISTORY     - 1952     MARK NOT FOUND   NGS
 GK0551
 GK0551                          STATION DESCRIPTION
 GK0551
 GK0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0551'9.7 MI NE FROM ETTER.
 GK0551'THIS MARK IS ABOUT 7.8 MILES NORTH ALONG U.S. HIGHWAY 287 AND ABOUT
 GK0551'1.9 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT ETTER, MOORE
 GK0551'COUNTY, 1.0 MILE EAST OF A ROAD RUNNING NORTH-SOUTH, 16.5 FEET EAST OF
 GK0551'A FENCE RUNNING SOUTH, 2.0 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 GK0551'29.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 GK0551'2-INCHES ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE
 GK0551'POST.
 GK0551
 GK0551                          STATION RECOVERY (1952)
 GK0551
 GK0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GK0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0495 ***********************************************************************
 GK0495  DESIGNATION -  K 373
 GK0495  PID         -  GK0495
 GK0495  STATE/COUNTY-  TX/SHERMAN
 GK0495  USGS QUAD   -  PLEASURE POND (1974)
 GK0495
 GK0495                         *CURRENT SURVEY CONTROL
 GK0495  ___________________________________________________________________
 GK0495* NAD 83(1986)-  36 13 37.     (N)    101 49 30.     (W)     SCALED    
 GK0495* NAVD 88     -      1064.193  (meters)    3491.44   (feet)  ADJUSTED  
 GK0495  ___________________________________________________________________
 GK0495  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 GK0495  DYNAMIC HT  -        1063.013 (meters)    3487.57  (feet)  COMP
 GK0495  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 GK0495
 GK0495  VERT ORDER  -  SECOND    CLASS 0
 GK0495
 GK0495.The horizontal coordinates were scaled from a topographic map and have
 GK0495.an estimated accuracy of +/- 6 seconds.
 GK0495
 GK0495.The orthometric height was determined by differential leveling
 GK0495.and adjusted by the National Geodetic Survey in June 1991..
 GK0495
 GK0495.The geoid height was determined by GEOID03.
 GK0495
 GK0495.The dynamic height is computed by dividing the NAVD 88
 GK0495.geopotential number by the normal gravity value computed on the
 GK0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0495.degrees latitude (g = 980.6199 gals.).
 GK0495
 GK0495.The modeled gravity was interpolated from observed gravity values.
 GK0495
 GK0495;                    North         East    Units  Estimated Accuracy
 GK0495;SPC TX N     - 1,247,110.      170,780.      MT  (+/- 180 meters Scaled)
 GK0495
 GK0495                          SUPERSEDED SURVEY CONTROL
 GK0495
 GK0495  NGVD 29 (??/??/92) 1063.715  (m)         3489.87   (f) ADJ UNCH    2 0
 GK0495
 GK0495.Superseded values are not recommended for survey control.
 GK0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0495.See file dsdata.txt to determine how the superseded data were derived.
 GK0495
 GK0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF460128(NAD 83)
 GK0495_MARKER: DB = BENCH MARK DISK
 GK0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0495_STAMPING: K 373 1943
 GK0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0495+STABILITY: SURFACE MOTION
 GK0495
 GK0495  HISTORY     - Date     Condition        Report By
 GK0495  HISTORY     - 1943     MONUMENTED       CGS
 GK0495  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0495
 GK0495                          STATION DESCRIPTION
 GK0495
 GK0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0495'21.2 MI SE FROM STRATFORD.
 GK0495'THIS MARK IS ABOUT 14.0 MILES SOUTHEAST AND ABOUT 7.2
 GK0495'MILES SOUTH FROM THE CHICAGO ROACK ISLAND RAILWAY STATION AT
 GK0495'STRATFORD, SHERMAN COUNTY, SET AT A ROAD RUNNING WEST, 2.0 FEET EAST
 GK0495'OF THE WEST RIGHT-OF-WAY FENCE, 15.0 FEET NORTH OF THE CENTER LINE OF
 GK0495'THE ROAD RUNNING WEST, 36.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 GK0495'PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE
 GK0495'REFERENCE POST.
 GK0495
 GK0495                          STATION RECOVERY (1973)
 GK0495
 GK0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0549 ***********************************************************************
 GK0549  DESIGNATION -  K 374
 GK0549  PID         -  GK0549
 GK0549  STATE/COUNTY-  TX/HANSFORD
 GK0549  USGS QUAD   -  HANNAS DRAW WEST (1974)
 GK0549
 GK0549                         *CURRENT SURVEY CONTROL
 GK0549  ___________________________________________________________________
 GK0549* NAD 83(1986)-  36 09 11.     (N)    101 36 22.     (W)     SCALED    
 GK0549* NAVD 88     -      1017.648  (meters)    3338.73   (feet)  ADJUSTED  
 GK0549  ___________________________________________________________________
 GK0549  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 GK0549  DYNAMIC HT  -        1016.524 (meters)    3335.05  (feet)  COMP
 GK0549  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 GK0549
 GK0549  VERT ORDER  -  SECOND    CLASS 0
 GK0549
 GK0549.The horizontal coordinates were scaled from a topographic map and have
 GK0549.an estimated accuracy of +/- 6 seconds.
 GK0549
 GK0549.The orthometric height was determined by differential leveling
 GK0549.and adjusted by the National Geodetic Survey in June 1991..
 GK0549
 GK0549.The geoid height was determined by GEOID03.
 GK0549
 GK0549.The dynamic height is computed by dividing the NAVD 88
 GK0549.geopotential number by the normal gravity value computed on the
 GK0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0549.degrees latitude (g = 980.6199 gals.).
 GK0549
 GK0549.The modeled gravity was interpolated from observed gravity values.
 GK0549
 GK0549;                    North         East    Units  Estimated Accuracy
 GK0549;SPC TX N     - 1,238,870.      190,450.      MT  (+/- 180 meters Scaled)
 GK0549
 GK0549                          SUPERSEDED SURVEY CONTROL
 GK0549
 GK0549  NGVD 29 (??/??/92) 1017.187  (m)         3337.22   (f) ADJ UNCH    2 0
 GK0549
 GK0549.Superseded values are not recommended for survey control.
 GK0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0549.See file dsdata.txt to determine how the superseded data were derived.
 GK0549
 GK0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF655040(NAD 83)
 GK0549_MARKER: DB = BENCH MARK DISK
 GK0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0549_STAMPING: K 374 1943
 GK0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0549+STABILITY: SURFACE MOTION
 GK0549
 GK0549  HISTORY     - Date     Condition        Report By
 GK0549  HISTORY     - 1943     MONUMENTED       CGS
 GK0549  HISTORY     - 1952     GOOD             NGS
 GK0549  HISTORY     - 1974     MARK NOT FOUND   USGS
 GK0549
 GK0549                          STATION DESCRIPTION
 GK0549
 GK0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0549'19.35 MI SW FROM GRUVER.
 GK0549'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0549'THENCE 10.75 MILES WEST ALONG FARM ROAD 289, THENCE 4.0 MILES SOUTH
 GK0549'ALONG FARM ROAD 1573, THENCE 4.25 MILES SOUTH ALONG A GRADED DIRT
 GK0549'ROAD, AT A JUNCTION WITH A ROAD LEADING WEST, 41 FEET SOUTH OF THE
 GK0549'CENTER LINE OF A ROAD LEADING WEST, 31 FEET WEST OF THE CENTER LINE OF
 GK0549'A NORTH AND SOUTH ROAD, 14.2 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST
 GK0549'OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 GK0549'CONCRETE POST WHICH IS 0.4 FOOT BELOW THE TOP OF THE GROUND. THIS MARK
 GK0549'HAS BEEN HIT BY A ROAD GRADER AND THE DISK AND POST ARE IN POOR
 GK0549'CONDITION.
 GK0549
 GK0549                          STATION RECOVERY (1974)
 GK0549
 GK0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GK0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0135 ***********************************************************************
 GL0135  DESIGNATION -  K 375
 GL0135  PID         -  GL0135
 GL0135  STATE/COUNTY-  TX/SHERMAN
 GL0135  USGS QUAD   -  LAUTZ (1965)
 GL0135
 GL0135                         *CURRENT SURVEY CONTROL
 GL0135  ___________________________________________________________________
 GL0135* NAD 83(1986)-  36 09 14.     (N)    102 02 45.     (W)     SCALED    
 GL0135* NAVD 88     -      1103.495  (meters)    3620.38   (feet)  ADJUSTED  
 GL0135  ___________________________________________________________________
 GL0135  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 GL0135  DYNAMIC HT  -        1102.257 (meters)    3616.32  (feet)  COMP
 GL0135  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 GL0135
 GL0135  VERT ORDER  -  SECOND    CLASS 0
 GL0135
 GL0135.The horizontal coordinates were scaled from a topographic map and have
 GL0135.an estimated accuracy of +/- 6 seconds.
 GL0135
 GL0135.The orthometric height was determined by differential leveling
 GL0135.and adjusted by the National Geodetic Survey in June 1991..
 GL0135
 GL0135.The geoid height was determined by GEOID03.
 GL0135
 GL0135.The dynamic height is computed by dividing the NAVD 88
 GL0135.geopotential number by the normal gravity value computed on the
 GL0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0135.degrees latitude (g = 980.6199 gals.).
 GL0135
 GL0135.The modeled gravity was interpolated from observed gravity values.
 GL0135
 GL0135;                    North         East    Units  Estimated Accuracy
 GL0135;SPC TX N     - 1,239,090.      150,880.      MT  (+/- 180 meters Scaled)
 GL0135
 GL0135                          SUPERSEDED SURVEY CONTROL
 GL0135
 GL0135.No superseded survey control is available for this station.
 GL0135
 GL0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA657050(NAD 83)
 GL0135_MARKER: DB = BENCH MARK DISK
 GL0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0135_STAMPING: K 375 1943
 GL0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0135+STABILITY: SURFACE MOTION
 GL0135
 GL0135  HISTORY     - Date     Condition        Report By
 GL0135  HISTORY     - 1943     MONUMENTED       CGS
 GL0135  HISTORY     - 1952     MARK NOT FOUND   NGS
 GL0135
 GL0135                          STATION DESCRIPTION
 GL0135
 GL0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0135'16.4 MI SE FROM CONLEN.
 GL0135'5.5 MILES SOUTH, THENCE, 10.9 MILES EAST ALONG GRADED ROADS FROM THE
 GL0135'POST OFFICE AT CONLEN.  SET AT THE INTERSECTION OF A TRAIL LEADING
 GL0135'NORTHWEST THROUGH A PASTURE TO A RANCH HOUSE.  34.5 FEET WEST OF THE
 GL0135'CORNER SECTION FENCE POST, 24.5 FEET NORTH OF THE CENTER-LINE OF THE
 GL0135'MAIN ROAD, 12.5 FEET WEST OF THE WEST GATE POST, 1.4 FEET NORTH OF THE
 GL0135'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTH OF THE REFERENCE POST.  NOTE-- THIS
 GL0135'BENCH MARK IS ABOUT 1.0 MILE WEST OF THE RAILROAD (BM Z522). NOTE--
 GL0135'THE ROAD HAS BEEN WIDENED.
 GL0135
 GL0135                          STATION RECOVERY (1952)
 GL0135
 GL0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GL0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0454 ***********************************************************************
 FM0454  DESIGNATION -  K 376
 FM0454  PID         -  FM0454
 FM0454  STATE/COUNTY-  TX/HARTLEY
 FM0454  USGS QUAD   -  SPRING CREEK RANCH (1971)
 FM0454
 FM0454                         *CURRENT SURVEY CONTROL
 FM0454  ___________________________________________________________________
 FM0454* NAD 83(1986)-  35 43 47.     (N)    102 46 49.     (W)     SCALED    
 FM0454* NAVD 88     -      1197.425  (meters)    3928.55   (feet)  ADJUSTED  
 FM0454  ___________________________________________________________________
 FM0454  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 FM0454  DYNAMIC HT  -        1196.018 (meters)    3923.94  (feet)  COMP
 FM0454  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 FM0454
 FM0454  VERT ORDER  -  SECOND    CLASS 0
 FM0454
 FM0454.The horizontal coordinates were scaled from a topographic map and have
 FM0454.an estimated accuracy of +/- 6 seconds.
 FM0454
 FM0454.The orthometric height was determined by differential leveling
 FM0454.and adjusted by the National Geodetic Survey in June 1991..
 FM0454
 FM0454.The geoid height was determined by GEOID03.
 FM0454
 FM0454.The dynamic height is computed by dividing the NAVD 88
 FM0454.geopotential number by the normal gravity value computed on the
 FM0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0454.degrees latitude (g = 980.6199 gals.).
 FM0454
 FM0454.The modeled gravity was interpolated from observed gravity values.
 FM0454
 FM0454;                    North         East    Units  Estimated Accuracy
 FM0454;SPC TX N     - 1,192,640.       84,190.      MT  (+/- 180 meters Scaled)
 FM0454
 FM0454                          SUPERSEDED SURVEY CONTROL
 FM0454
 FM0454  NGVD 29 (??/??/92) 1196.895  (m)         3926.81   (f) ADJ UNCH    2 0
 FM0454
 FM0454.Superseded values are not recommended for survey control.
 FM0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0454.See file dsdata.txt to determine how the superseded data were derived.
 FM0454
 FM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV007562(NAD 83)
 FM0454_MARKER: DB = BENCH MARK DISK
 FM0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0454_STAMPING: K 376 1943
 FM0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0454+STABILITY: SURFACE MOTION
 FM0454
 FM0454  HISTORY     - Date     Condition        Report By
 FM0454  HISTORY     - 1943     MONUMENTED       CGS
 FM0454  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0454
 FM0454                          STATION DESCRIPTION
 FM0454
 FM0454'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0454'11.4 MI E FROM ROMERO.
 FM0454'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 54, THENCE, 9.4 MILES EAST
 FM0454'ALONG A GRADED ROAD FROM THE RAILROAD STATION AT ROMERO.  SET AT THE
 FM0454'INTERSECTION OF A PRIVATE ROAD LEADING SOUTH TO A RANCH.  46 FEET
 FM0454'SOUTH OF THE CENTER-LINE OF THE MAIN ROAD, 20.0 FEET SOUTH OF THE
 FM0454'CORNER RIGHT-OF-WAY FENCE POST, 1.5 FEET WEST OF THE FENCE LEADING
 FM0454'SOUTH, 2.0 FEET NORTH OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0176 ***********************************************************************
 GK0176  DESIGNATION -  K 377 RESET 1957
 GK0176  PID         -  GK0176
 GK0176  STATE/COUNTY-  TX/OCHILTREE
 GK0176  USGS QUAD   -  PICKETT RANCH CREEK (1973)
 GK0176
 GK0176                         *CURRENT SURVEY CONTROL
 GK0176  ___________________________________________________________________
 GK0176* NAD 83(1986)-  36 06 00.     (N)    100 43 43.     (W)     SCALED    
 GK0176* NAVD 88     -       898.50   (+/-2cm)    2947.8    (feet)  VERTCON   
 GK0176  ___________________________________________________________________
 GK0176  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 GK0176
 GK0176  VERT ORDER  -  THIRD (See Below)
 GK0176
 GK0176.The horizontal coordinates were scaled from a topographic map and have
 GK0176.an estimated accuracy of +/- 6 seconds.
 GK0176
 GK0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0176.The vertical order pertains to the NGVD 29 superseded value.
 GK0176
 GK0176.The geoid height was determined by GEOID03.
 GK0176
 GK0176;                    North         East    Units  Estimated Accuracy
 GK0176;SPC TX N     - 1,233,250.      269,460.      MT  (+/- 180 meters Scaled)
 GK0176
 GK0176                          SUPERSEDED SURVEY CONTROL
 GK0176
 GK0176  NGVD 29 (??/??/??)  898.12   (m)         2946.6    (f) RESET       3  
 GK0176
 GK0176.Superseded values are not recommended for survey control.
 GK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0176.See file dsdata.txt to determine how the superseded data were derived.
 GK0176
 GK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE443964(NAD 83)
 GK0176_MARKER: DB = BENCH MARK DISK
 GK0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0176_STAMPING: K 377 RESET 1957
 GK0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0176+STABILITY: SURFACE MOTION
 GK0176
 GK0176  HISTORY     - Date     Condition        Report By
 GK0176  HISTORY     - 1957     MONUMENTED       CGS
 GK0176  HISTORY     - 1973     GOOD             USGS
 GK0176
 GK0176                          STATION DESCRIPTION
 GK0176
 GK0176'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GK0176'2.5 MI S FROM BULER.
 GK0176'ABOUT 2.5 MILES SOUTH ALONG HWY. 70 FROM BULER, FROM THE JUNCTION OF
 GK0176'STATE HWY. 70 AND FARM ROAD 281, WHICH IS ABOUT 21 MILES SOUTH OF
 GK0176'PERRYTON, TEXAS, GO EAST ON FARM ROAD 281 FOR 5.2 MILES TO A T-RD
 GK0176'NORTH.  51 FT. SOUTH OF THE HIGHWAY AND 28 FT. WEST OF A SECTION LINE
 GK0176'FENCE LEADING SOUTH.  A STANDARD BRONZE DISK STAMPED K 377 RESET 1957
 GK0176'SET IN A CONCRETE POST PROJECTING 0.2 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0252 ***********************************************************************
 FL0252  DESIGNATION -  K 378 RESET 1948
 FL0252  PID         -  FL0252
 FL0252  STATE/COUNTY-  TX/WHEELER
 FL0252  USGS QUAD   -  PAKAN (1976)
 FL0252
 FL0252                         *CURRENT SURVEY CONTROL
 FL0252  ___________________________________________________________________
 FL0252* NAD 83(1986)-  35 18 49.     (N)    100 25 52.     (W)     SCALED    
 FL0252* NAVD 88     -       796.21   (meters)    2612.2    (feet)  RESET     
 FL0252  ___________________________________________________________________
 FL0252  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL0252
 FL0252  VERT ORDER  -  THIRD
 FL0252
 FL0252.The horizontal coordinates were scaled from a topographic map and have
 FL0252.an estimated accuracy of +/- 6 seconds.
 FL0252
 FL0252.The orthometric height was computed from unverified reset data.
 FL0252
 FL0252.The geoid height was determined by GEOID03.
 FL0252
 FL0252;                    North         East    Units  Estimated Accuracy
 FL0252;SPC TX N     - 1,146,250.      297,190.      MT  (+/- 180 meters Scaled)
 FL0252
 FL0252                          SUPERSEDED SURVEY CONTROL
 FL0252
 FL0252.No superseded survey control is available for this station.
 FL0252
 FL0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE699087(NAD 83)
 FL0252_MARKER: DB = BENCH MARK DISK
 FL0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0252_STAMPING: K 378 RESET 1948
 FL0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0252+STABILITY: SURFACE MOTION
 FL0252
 FL0252  HISTORY     - Date     Condition        Report By
 FL0252  HISTORY     - 1948     MONUMENTED       TXHD
 FL0252  HISTORY     - 1948     GOOD             NGS
 FL0252
 FL0252                          STATION DESCRIPTION
 FL0252
 FL0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 FL0252'9.1 MI N FROM RAMSDELL.
 FL0252'9.1 MILES NORTH ALONG A GRADED ROAD (FARM-TO-MARKET HIGHWAY 453) FROM
 FL0252'THE CHICAGO, ROCK ISLAND AND PACIFIC RR CO. AT RAMSDELL, AT A
 FL0252'COUNTY-ROAD INTERSECTION, 40 FEET EAST OF THE CENTERLINE OF THE
 FL0252'NORTH-AND-SOUTH ROAD, 18 FEET SOUTH OF THE CENTERLINE OF THE
 FL0252'EAST-AND-WEST ROAD, 8 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT WEST OF
 FL0252'THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED K 378 RESET 1948
 FL0252'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 FL0252'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0459 ***********************************************************************
 FL0459  DESIGNATION -  K 379
 FL0459  PID         -  FL0459
 FL0459  STATE/COUNTY-  TX/GRAY
 FL0459  USGS QUAD   -  BOWERS CITY (1976)
 FL0459
 FL0459                         *CURRENT SURVEY CONTROL
 FL0459  ___________________________________________________________________
 FL0459* NAD 83(1986)-  35 25 45.     (N)    100 55 17.     (W)     SCALED    
 FL0459* NAVD 88     -       946.766  (meters)    3106.18   (feet)  ADJUSTED  
 FL0459  ___________________________________________________________________
 FL0459  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 FL0459  DYNAMIC HT  -         945.735 (meters)    3102.80  (feet)  COMP
 FL0459  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 FL0459
 FL0459  VERT ORDER  -  SECOND    CLASS 0
 FL0459
 FL0459.The horizontal coordinates were scaled from a topographic map and have
 FL0459.an estimated accuracy of +/- 6 seconds.
 FL0459
 FL0459.The orthometric height was determined by differential leveling
 FL0459.and adjusted by the National Geodetic Survey in June 1991..
 FL0459
 FL0459.The geoid height was determined by GEOID03.
 FL0459
 FL0459.The dynamic height is computed by dividing the NAVD 88
 FL0459.geopotential number by the normal gravity value computed on the
 FL0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0459.degrees latitude (g = 980.6199 gals.).
 FL0459
 FL0459.The modeled gravity was interpolated from observed gravity values.
 FL0459
 FL0459;                    North         East    Units  Estimated Accuracy
 FL0459;SPC TX N     - 1,158,700.      252,540.      MT  (+/- 180 meters Scaled)
 FL0459
 FL0459                          SUPERSEDED SURVEY CONTROL
 FL0459
 FL0459  NGVD 29 (??/??/92)  946.368  (m)         3104.88   (f) ADJ UNCH    2 0
 FL0459
 FL0459.Superseded values are not recommended for survey control.
 FL0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0459.See file dsdata.txt to determine how the superseded data were derived.
 FL0459
 FL0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE255223(NAD 83)
 FL0459_MARKER: DB = BENCH MARK DISK
 FL0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0459_STAMPING: K 379 1943
 FL0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0459+STABILITY: SURFACE MOTION
 FL0459
 FL0459  HISTORY     - Date     Condition        Report By
 FL0459  HISTORY     - 1943     MONUMENTED       CGS
 FL0459  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0459
 FL0459                          STATION DESCRIPTION
 FL0459
 FL0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0459'7.0 MI W FROM LEFORS.
 FL0459'7.0 MILES WEST ALONG A GRADED ROAD FROM THE POST OFFICE AT LEFORS,
 FL0459'GRAY COUNTY, ON THE SOUTH SLOPE OF A HILL, UNDER A ROCK-CAPPED KNOLL,
 FL0459'79 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE BUNGALOW, 54 FEET
 FL0459'WEST OF THE CENTERLINE OF THE ROAD, AND 2 FEET SOUTHEAST OF A WHITE
 FL0459'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 379 1943 AND SET IN
 FL0459'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. NOTE--
 FL0459'ERROSION IN AREA.
 FL0459
 FL0459                          STATION RECOVERY (1966)
 FL0459
 FL0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0282 ***********************************************************************
 AO0282  DESIGNATION -  K 38
 AO0282  PID         -  AO0282
 AO0282  STATE/COUNTY-  TX/LA SALLE
 AO0282  USGS QUAD   -  ATLEE (1982)
 AO0282
 AO0282                         *CURRENT SURVEY CONTROL
 AO0282  ___________________________________________________________________
 AO0282* NAD 83(1986)-  28 14 03.     (N)    099 17 52.     (W)     SCALED    
 AO0282* NAVD 88     -       140.639  (meters)     461.41   (feet)  ADJUSTED  
 AO0282  ___________________________________________________________________
 AO0282  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AO0282  DYNAMIC HT  -         140.425 (meters)     460.71  (feet)  COMP
 AO0282  MODELED GRAV-     979,121.0   (mgal)                       NAVD 88
 AO0282
 AO0282  VERT ORDER  -  FIRST     CLASS II
 AO0282
 AO0282.The horizontal coordinates were scaled from a topographic map and have
 AO0282.an estimated accuracy of +/- 6 seconds.
 AO0282
 AO0282.The orthometric height was determined by differential leveling
 AO0282.and adjusted by the National Geodetic Survey in June 1991..
 AO0282
 AO0282.The geoid height was determined by GEOID03.
 AO0282
 AO0282.The dynamic height is computed by dividing the NAVD 88
 AO0282.geopotential number by the normal gravity value computed on the
 AO0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0282.degrees latitude (g = 980.6199 gals.).
 AO0282
 AO0282.The modeled gravity was interpolated from observed gravity values.
 AO0282
 AO0282;                    North         East    Units  Estimated Accuracy
 AO0282;SPC TXSC     - 4,044,460.      570,770.      MT  (+/- 180 meters Scaled)
 AO0282
 AO0282                          SUPERSEDED SURVEY CONTROL
 AO0282
 AO0282  NGVD 29 (??/??/92)  140.520  (m)          461.02   (f) ADJ UNCH    1 2
 AO0282
 AO0282.Superseded values are not recommended for survey control.
 AO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0282.See file dsdata.txt to determine how the superseded data were derived.
 AO0282
 AO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS707231(NAD 83)
 AO0282_MARKER: Z = SEE DESCRIPTION
 AO0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0282_SP_SET: STONE POST
 AO0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0282+STABILITY: SURFACE MOTION
 AO0282
 AO0282  HISTORY     - Date     Condition        Report By
 AO0282  HISTORY     - UNK      MONUMENTED       CGS
 AO0282  HISTORY     - 1956     GOOD             NGS
 AO0282  HISTORY     - 1958     GOOD             NGS
 AO0282
 AO0282                          STATION DESCRIPTION
 AO0282
 AO0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0282'13.7 MI N FROM ENCINAL.
 AO0282'13.7 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0282'FROM THE STATION AT ENCINAL, 72 YARDS NORTHWEST OF MILEPOST 360, 36.5
 AO0282'FEET WEST OF THE WEST RAIL, 8.7 FEET EAST OF A FENCE, 6 FEET EAST OF A
 AO0282'TELEPHONE POLE, 1 FOOT WEST OF A WITNESS POST, 0.2 MILE SOUTHWEST OF
 AO0282'BENCH MARK Q 1078, SURROUNDED BY THE LETTERS USBM, IN THE TOP OF A
 AO0282'STONE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AO0282
 AO0282                          STATION RECOVERY (1958)
 AO0282
 AO0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0425 ***********************************************************************
 GK0425  DESIGNATION -  K 380
 GK0425  PID         -  GK0425
 GK0425  STATE/COUNTY-  TX/HANSFORD
 GK0425  USGS QUAD   -  MORSE (1974)
 GK0425
 GK0425                         *CURRENT SURVEY CONTROL
 GK0425  ___________________________________________________________________
 GK0425* NAD 83(1986)-  36 01 58.     (N)    101 28 42.     (W)     SCALED    
 GK0425* NAVD 88     -       986.070  (meters)    3235.13   (feet)  ADJUSTED  
 GK0425  ___________________________________________________________________
 GK0425  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 GK0425  DYNAMIC HT  -         984.980 (meters)    3231.56  (feet)  COMP
 GK0425  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 GK0425
 GK0425  VERT ORDER  -  SECOND    CLASS 0
 GK0425
 GK0425.The horizontal coordinates were scaled from a topographic map and have
 GK0425.an estimated accuracy of +/- 6 seconds.
 GK0425
 GK0425.The orthometric height was determined by differential leveling
 GK0425.and adjusted by the National Geodetic Survey in June 1991..
 GK0425
 GK0425.The geoid height was determined by GEOID03.
 GK0425
 GK0425.The dynamic height is computed by dividing the NAVD 88
 GK0425.geopotential number by the normal gravity value computed on the
 GK0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0425.degrees latitude (g = 980.6199 gals.).
 GK0425
 GK0425.The modeled gravity was interpolated from observed gravity values.
 GK0425
 GK0425;                    North         East    Units  Estimated Accuracy
 GK0425;SPC TX N     - 1,225,520.      201,950.      MT  (+/- 180 meters Scaled)
 GK0425
 GK0425                          SUPERSEDED SURVEY CONTROL
 GK0425
 GK0425  NGVD 29 (??/??/92)  985.609  (m)         3233.62   (f) ADJ UNCH    2 0
 GK0425
 GK0425.Superseded values are not recommended for survey control.
 GK0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0425.See file dsdata.txt to determine how the superseded data were derived.
 GK0425
 GK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE767904(NAD 83)
 GK0425_MARKER: DB = BENCH MARK DISK
 GK0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0425_STAMPING: K 380 1943
 GK0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0425+STABILITY: SURFACE MOTION
 GK0425
 GK0425  HISTORY     - Date     Condition        Report By
 GK0425  HISTORY     - 1943     MONUMENTED       CGS
 GK0425
 GK0425                          STATION DESCRIPTION
 GK0425
 GK0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0425'0.5 MI W FROM MORSE.
 GK0425'THIS MARK IS ABOUT 0.5 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0425'GULF RAILWAY FROM THE RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY, SET
 GK0425'AT A NORTH-SOUTH CROSS ROAD, AND NEAR THE WEST END OF A Y FORKS IN THE
 GK0425'TRACK, 27.0 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 23.0 FEET
 GK0425'SOUTH OF THE SOUTH RAIL OF THE SOUTH FORK, PROJECTING ABOUT 4-INCHES
 GK0425'ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0341 ***********************************************************************
 CA0341  DESIGNATION -  K 381
 CA0341  PID         -  CA0341
 CA0341  STATE/COUNTY-  TX/BROWN
 CA0341  USGS QUAD   -  BROWNWOOD (1996)
 CA0341
 CA0341                         *CURRENT SURVEY CONTROL
 CA0341  ___________________________________________________________________
 CA0341* NAD 83(1986)-  31 43 43.     (N)    098 58 59.     (W)     SCALED    
 CA0341* NAVD 88     -       405.322  (meters)    1329.79   (feet)  ADJUSTED  
 CA0341  ___________________________________________________________________
 CA0341  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 CA0341  DYNAMIC HT  -         404.794 (meters)    1328.06  (feet)  COMP
 CA0341  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 CA0341
 CA0341  VERT ORDER  -  FIRST     CLASS II
 CA0341
 CA0341.The horizontal coordinates were scaled from a topographic map and have
 CA0341.an estimated accuracy of +/- 6 seconds.
 CA0341
 CA0341.The orthometric height was determined by differential leveling
 CA0341.and adjusted by the National Geodetic Survey in June 1991..
 CA0341
 CA0341.The geoid height was determined by GEOID03.
 CA0341
 CA0341.The dynamic height is computed by dividing the NAVD 88
 CA0341.geopotential number by the normal gravity value computed on the
 CA0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0341.degrees latitude (g = 980.6199 gals.).
 CA0341
 CA0341.The modeled gravity was interpolated from observed gravity values.
 CA0341
 CA0341;                    North         East    Units  Estimated Accuracy
 CA0341;SPC TX C     - 3,229,360.      827,960.      MT  (+/- 180 meters Scaled)
 CA0341
 CA0341                          SUPERSEDED SURVEY CONTROL
 CA0341
 CA0341  NGVD 29 (??/??/92)  405.244  (m)         1329.54   (f) ADJ UNCH    1 2
 CA0341
 CA0341.Superseded values are not recommended for survey control.
 CA0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0341.See file dsdata.txt to determine how the superseded data were derived.
 CA0341
 CA0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA016103(NAD 83)
 CA0341_MARKER: DB = BENCH MARK DISK
 CA0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0341_SP_SET: CULVERT
 CA0341_STAMPING: K 381 1943
 CA0341_MARK LOGO: CGS   
 CA0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0341
 CA0341  HISTORY     - Date     Condition        Report By
 CA0341  HISTORY     - 1943     MONUMENTED       CGS
 CA0341  HISTORY     - 1982     GOOD             NGS
 CA0341
 CA0341                          STATION DESCRIPTION
 CA0341
 CA0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0341'IN BROWNWOOD.
 CA0341'0.1 MILE WEST ALONG NORTH BROADWAY STREET FROM THE COURTHOUSE AT
 CA0341'BROWNWOOD, THENCE 0.2 MILE NORTHWEST ALONG BELLE PLAIN, AT A CONCRETE
 CA0341'BRIDGE OVER A SMALL STREAM.  A DISK, SET IN THE TOP OF THE NORTH WING
 CA0341'WALL, AND 15 FEET NORTHEAST OF THE CENTER LINE OF THE STREET.
 CA0341
 CA0341                          STATION RECOVERY (1982)
 CA0341
 CA0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0341'IN BROWNWOOD, IN TOP OF THE NORTHWEST CORNER OF THE WEST ABUTMENT OF
 CA0341'THE BELLE PLAINS STREET BRIDGE OVER ADAMS BRANCH, 4.6 METERS (15.1 FT)
 CA0341'NORTHEAST OF THE CENTER OF THE STREET AND 71.3 METERS (233.9 FT)
 CA0341'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF ROMINES STREET.
 CA0341'THE MARK IS 0.6 M BELOW THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0451 ***********************************************************************
 CA0451  DESIGNATION -  K 382
 CA0451  PID         -  CA0451
 CA0451  STATE/COUNTY-  TX/BROWN
 CA0451  USGS QUAD   -  THRIFTY (1977)
 CA0451
 CA0451                         *CURRENT SURVEY CONTROL
 CA0451  ___________________________________________________________________
 CA0451* NAD 83(1986)-  31 50 12.     (N)    099 09 36.     (W)     SCALED    
 CA0451* NAVD 88     -       443.671  (meters)    1455.61   (feet)  ADJUSTED  
 CA0451  ___________________________________________________________________
 CA0451  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CA0451  DYNAMIC HT  -         443.092 (meters)    1453.71  (feet)  COMP
 CA0451  MODELED GRAV-     979,322.1   (mgal)                       NAVD 88
 CA0451
 CA0451  VERT ORDER  -  SECOND    CLASS 0
 CA0451
 CA0451.The horizontal coordinates were scaled from a topographic map and have
 CA0451.an estimated accuracy of +/- 6 seconds.
 CA0451
 CA0451.The orthometric height was determined by differential leveling
 CA0451.and adjusted by the National Geodetic Survey in June 1991..
 CA0451
 CA0451.The geoid height was determined by GEOID03.
 CA0451
 CA0451.The dynamic height is computed by dividing the NAVD 88
 CA0451.geopotential number by the normal gravity value computed on the
 CA0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0451.degrees latitude (g = 980.6199 gals.).
 CA0451
 CA0451.The modeled gravity was interpolated from observed gravity values.
 CA0451
 CA0451;                    North         East    Units  Estimated Accuracy
 CA0451;SPC TX C     - 3,241,150.      811,070.      MT  (+/- 180 meters Scaled)
 CA0451
 CA0451                          SUPERSEDED SURVEY CONTROL
 CA0451
 CA0451  NGVD 29 (??/??/92)  443.566  (m)         1455.27   (f) ADJ UNCH    2 0
 CA0451
 CA0451.Superseded values are not recommended for survey control.
 CA0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0451.See file dsdata.txt to determine how the superseded data were derived.
 CA0451
 CA0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA848223(NAD 83)
 CA0451_MARKER: DB = BENCH MARK DISK
 CA0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0451_STAMPING: K 382 1943
 CA0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0451+STABILITY: SURFACE MOTION
 CA0451
 CA0451  HISTORY     - Date     Condition        Report By
 CA0451  HISTORY     - 1943     MONUMENTED       CGS
 CA0451  HISTORY     - 1969     MARK NOT FOUND   USGS
 CA0451
 CA0451                          STATION DESCRIPTION
 CA0451
 CA0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0451'4.2 MI S FROM GROSVENOR.
 CA0451'4.2 MILES SOUTH ALONG A COUNTY GRADED ROAD FROM THE GRAMMER SCHOOL AT
 CA0451'GROSVENOR, 100.2 FEET SOUTHWEST OF THE SOUTH CORNER OF A SMALL
 CA0451'ABANDONED FRAME HOUSE, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CA0451'ROAD, 1.3 FEET NORTHWEST OF A FENCE, AND 5 FEET NORTHEAST OF A WHITE
 CA0451'REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
 CA0451
 CA0451                          STATION RECOVERY (1969)
 CA0451
 CA0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0495 ***********************************************************************
 CA0495  DESIGNATION -  K 383
 CA0495  PID         -  CA0495
 CA0495  STATE/COUNTY-  TX/BROWN
 CA0495  USGS QUAD   -  BYRDS (1987)
 CA0495
 CA0495                         *CURRENT SURVEY CONTROL
 CA0495  ___________________________________________________________________
 CA0495* NAD 83(1986)-  31 57 47.     (N)    099 04 02.     (W)     SCALED    
 CA0495* NAVD 88     -       442.364  (meters)    1451.32   (feet)  ADJUSTED  
 CA0495  ___________________________________________________________________
 CA0495  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CA0495  DYNAMIC HT  -         441.791 (meters)    1449.44  (feet)  COMP
 CA0495  MODELED GRAV-     979,330.2   (mgal)                       NAVD 88
 CA0495
 CA0495  VERT ORDER  -  SECOND    CLASS 0
 CA0495
 CA0495.The horizontal coordinates were scaled from a topographic map and have
 CA0495.an estimated accuracy of +/- 6 seconds.
 CA0495
 CA0495.The orthometric height was determined by differential leveling
 CA0495.and adjusted by the National Geodetic Survey in June 1991..
 CA0495
 CA0495.The geoid height was determined by GEOID03.
 CA0495
 CA0495.The dynamic height is computed by dividing the NAVD 88
 CA0495.geopotential number by the normal gravity value computed on the
 CA0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0495.degrees latitude (g = 980.6199 gals.).
 CA0495
 CA0495.The modeled gravity was interpolated from observed gravity values.
 CA0495
 CA0495;                    North         East    Units  Estimated Accuracy
 CA0495;SPC TX C     - 3,255,260.      819,690.      MT  (+/- 180 meters Scaled)
 CA0495
 CA0495                          SUPERSEDED SURVEY CONTROL
 CA0495
 CA0495  NGVD 29 (??/??/92)  442.255  (m)         1450.96   (f) ADJ UNCH    2 0
 CA0495
 CA0495.Superseded values are not recommended for survey control.
 CA0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0495.See file dsdata.txt to determine how the superseded data were derived.
 CA0495
 CA0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA936363(NAD 83)
 CA0495_MARKER: DB = BENCH MARK DISK
 CA0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0495_SP_SET: BRIDGE
 CA0495_STAMPING: K 383 1943
 CA0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0495
 CA0495  HISTORY     - Date     Condition        Report By
 CA0495  HISTORY     - 1943     MONUMENTED       CGS
 CA0495  HISTORY     - 1969     GOOD             USGS
 CA0495
 CA0495                          STATION DESCRIPTION
 CA0495
 CA0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0495'2.6 MI NW FROM BYRDS.
 CA0495'2.6 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BYRDS, AT A
 CA0495'CONCRETE AND CEMENT STONE MASONRY BRIDGE.  A DISK, SET IN THE TOP OF
 CA0495'THE CONCRETE BASE OF THE NORTH GUARD WALL, 2.1 FEET WEST OF THE EAST
 CA0495'END, AND 9 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD. NOTE-- BYRD
 CA0495'SCHOOL IS GONE.  BM IS 4.3 MI N AND NW FROM BYRD STORE AND CEMETERY
 CA0495'ALONG THE OLD RD. TO CROSSCUT.
 CA0495
 CA0495                          STATION RECOVERY (1969)
 CA0495
 CA0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2226 ***********************************************************************
 CS2226  DESIGNATION -  K 384
 CS2226  PID         -  CS2226
 CS2226  STATE/COUNTY-  TX/SOMERVELL
 CS2226  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS2226
 CS2226                         *CURRENT SURVEY CONTROL
 CS2226  ___________________________________________________________________
 CS2226* NAD 83(1986)-  32 13 25.     (N)    097 37 51.     (W)     SCALED    
 CS2226* NAVD 88     -       225.704  (meters)     740.50   (feet)  ADJUSTED  
 CS2226  ___________________________________________________________________
 CS2226  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CS2226  DYNAMIC HT  -         225.428 (meters)     739.59  (feet)  COMP
 CS2226  MODELED GRAV-     979,412.1   (mgal)                       NAVD 88
 CS2226
 CS2226  VERT ORDER  -  SECOND    CLASS 0
 CS2226
 CS2226.The horizontal coordinates were scaled from a topographic map and have
 CS2226.an estimated accuracy of +/- 6 seconds.
 CS2226
 CS2226.The orthometric height was determined by differential leveling
 CS2226.and adjusted by the National Geodetic Survey in June 1991..
 CS2226
 CS2226.The geoid height was determined by GEOID03.
 CS2226
 CS2226.The dynamic height is computed by dividing the NAVD 88
 CS2226.geopotential number by the normal gravity value computed on the
 CS2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2226.degrees latitude (g = 980.6199 gals.).
 CS2226
 CS2226.The modeled gravity was interpolated from observed gravity values.
 CS2226
 CS2226;                    North         East    Units  Estimated Accuracy
 CS2226;SPC TXNC     - 2,062,100.      681,930.      MT  (+/- 180 meters Scaled)
 CS2226
 CS2226                          SUPERSEDED SURVEY CONTROL
 CS2226
 CS2226  NGVD 29 (??/??/92)  225.674  (m)          740.40   (f) ADJ UNCH    2 0
 CS2226
 CS2226.Superseded values are not recommended for survey control.
 CS2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2226.See file dsdata.txt to determine how the superseded data were derived.
 CS2226
 CS2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA290660(NAD 83)
 CS2226_MARKER: DB = BENCH MARK DISK
 CS2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2226_STAMPING: K 384 1943
 CS2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2226+STABILITY: SURFACE MOTION
 CS2226
 CS2226  HISTORY     - Date     Condition        Report By
 CS2226  HISTORY     - 1943     MONUMENTED       CGS
 CS2226
 CS2226                          STATION DESCRIPTION
 CS2226
 CS2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2226'4.6 MI N FROM BRAZOS POINT.
 CS2226'2.6 MILES NORTHEAST ALONG STATE HIGHWAY 174 FROM THE SCHOOL AT BRAZOS
 CS2226'POINT, 2.0 MILES NORTHWEST ALONG A DIRT ROAD, 22 FEET SOUTHWEST OF THE
 CS2226'CENTERLINE OF THE ROAD, 20 FEET NORTHWEST OF THE NORTHWEST END OF A
 CS2226'GATE ACROSS A PRIVATE DIRT ROAD WHICH LEADS SOUTHWEST TO A FARM HOUSE,
 CS2226'1.5 FEET NORTHEAST OF A FENCE, AND 4 1/2 FEET SOUTHEAST OF A WHITE
 CS2226'REFERENCE POST.  A DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0633 ***********************************************************************
 CA0633  DESIGNATION -  K 385
 CA0633  PID         -  CA0633
 CA0633  STATE/COUNTY-  TX/COLEMAN
 CA0633  USGS QUAD   -  VALERA (1967)
 CA0633
 CA0633                         *CURRENT SURVEY CONTROL
 CA0633  ___________________________________________________________________
 CA0633* NAD 83(1986)-  31 50 52.     (N)    099 31 08.     (W)     SCALED    
 CA0633* NAVD 88     -       571.369  (meters)    1874.57   (feet)  ADJUSTED  
 CA0633  ___________________________________________________________________
 CA0633  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CA0633  DYNAMIC HT  -         570.611 (meters)    1872.08  (feet)  COMP
 CA0633  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 CA0633
 CA0633  VERT ORDER  -  SECOND    CLASS 0
 CA0633
 CA0633.The horizontal coordinates were scaled from a topographic map and have
 CA0633.an estimated accuracy of +/- 6 seconds.
 CA0633
 CA0633.The orthometric height was determined by differential leveling
 CA0633.and adjusted by the National Geodetic Survey in June 1991..
 CA0633
 CA0633.The geoid height was determined by GEOID03.
 CA0633
 CA0633.The dynamic height is computed by dividing the NAVD 88
 CA0633.geopotential number by the normal gravity value computed on the
 CA0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0633.degrees latitude (g = 980.6199 gals.).
 CA0633
 CA0633.The modeled gravity was interpolated from observed gravity values.
 CA0633
 CA0633;                    North         East    Units  Estimated Accuracy
 CA0633;SPC TX C     - 3,242,080.      777,090.      MT  (+/- 180 meters Scaled)
 CA0633
 CA0633                          SUPERSEDED SURVEY CONTROL
 CA0633
 CA0633  NGVD 29 (??/??/92)  571.257  (m)         1874.20   (f) ADJ UNCH    2 0
 CA0633
 CA0633.Superseded values are not recommended for survey control.
 CA0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0633.See file dsdata.txt to determine how the superseded data were derived.
 CA0633
 CA0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA509236(NAD 83)
 CA0633_MARKER: DB = BENCH MARK DISK
 CA0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0633_STAMPING: K 385 1944
 CA0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0633+STABILITY: SURFACE MOTION
 CA0633
 CA0633  HISTORY     - Date     Condition        Report By
 CA0633  HISTORY     - 1944     MONUMENTED       CGS
 CA0633  HISTORY     - 1962     MARK NOT FOUND   USGS
 CA0633  HISTORY     - 1967     GOOD             USGS
 CA0633
 CA0633                          STATION DESCRIPTION
 CA0633
 CA0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0633'6.2 MI W FROM COLEMAN.
 CA0633'0.2 MILE SOUTH ALONG CONCHO STREET FROM THE POST OFFICE AT COLEMAN,
 CA0633'THENCE 6.0 MILES WEST ALONG THE HORDS CREEK ROAD, AT A SHARP TURN IN
 CA0633'THE ROAD, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 31 FEET
 CA0633'WEST OF A FENCE CORNER POST, AND 1.7 FEET NORTH OF A FENCE LINE.  A
 CA0633'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 CA0633'THE GROUND.
 CA0633
 CA0633                          STATION RECOVERY (1962)
 CA0633
 CA0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CA0633'MARK NOT FOUND.
 CA0633
 CA0633                          STATION RECOVERY (1967)
 CA0633
 CA0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 CA0633'ABOUT 0.2 MILES SOUTH ALONG CONCHO STREET FROM THE POST OFFICE AT
 CA0633'COLEMAN, COLEMAN COUNTY, THENCEABOUT 5.9 MILES WEST ALONG THE HORDS
 CA0633'CREEK ROAD. THENCE 0.1 MILE SOUTH ALONG OLD HORDS CREEK ROAD. AT A
 CA0633'SHARP TURN. 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31 FEET
 CA0633'WEST OF A FENCE CORNER, AND 1.7 FEET NORTH OF A FENCE. A STANDARD
 CA0633'DISK, STAMPED K 385, 1944 AND SET IN THE TOP OF A CONCRETE POST
 CA0633'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0416 ***********************************************************************
 CS0416  DESIGNATION -  K 387
 CS0416  PID         -  CS0416
 CS0416  STATE/COUNTY-  TX/KAUFMAN
 CS0416  USGS QUAD   -  GRAYS PRAIRIE (1978)
 CS0416
 CS0416                         *CURRENT SURVEY CONTROL
 CS0416  ___________________________________________________________________
 CS0416* NAD 83(1986)-  32 22 50.     (N)    096 19 25.     (W)     SCALED    
 CS0416* NAVD 88     -       125.128  (meters)     410.52   (feet)  ADJUSTED  
 CS0416  ___________________________________________________________________
 CS0416  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CS0416  DYNAMIC HT  -         124.986 (meters)     410.06  (feet)  COMP
 CS0416  MODELED GRAV-     979,502.7   (mgal)                       NAVD 88
 CS0416
 CS0416  VERT ORDER  -  SECOND    CLASS 0
 CS0416
 CS0416.The horizontal coordinates were scaled from a topographic map and have
 CS0416.an estimated accuracy of +/- 6 seconds.
 CS0416
 CS0416.The orthometric height was determined by differential leveling
 CS0416.and adjusted by the National Geodetic Survey in June 1991..
 CS0416
 CS0416.The geoid height was determined by GEOID03.
 CS0416
 CS0416.The dynamic height is computed by dividing the NAVD 88
 CS0416.geopotential number by the normal gravity value computed on the
 CS0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0416.degrees latitude (g = 980.6199 gals.).
 CS0416
 CS0416.The modeled gravity was interpolated from observed gravity values.
 CS0416
 CS0416;                    North         East    Units  Estimated Accuracy
 CS0416;SPC TXNC     - 2,081,290.      804,770.      MT  (+/- 180 meters Scaled)
 CS0416
 CS0416                          SUPERSEDED SURVEY CONTROL
 CS0416
 CS0416  NGVD 29 (??/??/92)  125.135  (m)          410.55   (f) ADJ UNCH    2 0
 CS0416
 CS0416.Superseded values are not recommended for survey control.
 CS0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0416.See file dsdata.txt to determine how the superseded data were derived.
 CS0416
 CS0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA517857(NAD 83)
 CS0416_MARKER: DB = BENCH MARK DISK
 CS0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0416_STAMPING: K 387 1946
 CS0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0416+STABILITY: SURFACE MOTION
 CS0416
 CS0416  HISTORY     - Date     Condition        Report By
 CS0416  HISTORY     - 1946     MONUMENTED       CGS
 CS0416  HISTORY     - 1960     MARK NOT FOUND   NGS
 CS0416  HISTORY     - 19930503 MARK NOT FOUND   USPSQD
 CS0416
 CS0416                          STATION DESCRIPTION
 CS0416
 CS0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0416'1.6 MI NE FROM STYX.
 CS0416'BENCH MARK IS LOCATED 0.4 MILE EAST THENCE 1.2 MILES NORTH OF STYX
 CS0416'ALONG A GRAVELED ROAD, 30 FEET EAST OF THE CENTER OF THE ROAD, 460
 CS0416'FEET NORTHEAST OF A HOUSE, 3 FEET EAST OF A NORTH-SOUTH FENCE, 7 FEET
 CS0416'SOUTH OF A EAST-WEST FENCE, 2 FEET SOUTH OF A 4X4 INCH WHITE WITNESS
 CS0416'POST.  MARK PROJECTS 4 INCHES.  NOTE-- THE DESCRIPTION PLACES THE MARK
 CS0416'IN A WIDE BAR PIT.  PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 CS0416
 CS0416                          STATION RECOVERY (1960)
 CS0416
 CS0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CS0416'MARK NOT FOUND.
 CS0416
 CS0416                          STATION RECOVERY (1993)
 CS0416
 CS0416'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0434 ***********************************************************************
 CS0434  DESIGNATION -  K 388
 CS0434  PID         -  CS0434
 CS0434  STATE/COUNTY-  TX/NAVARRO
 CS0434  USGS QUAD   -  ROSSER SW (1962)
 CS0434
 CS0434                         *CURRENT SURVEY CONTROL
 CS0434  ___________________________________________________________________
 CS0434* NAD 83(1986)-  32 17 41.     (N)    096 22 44.     (W)     SCALED    
 CS0434* NAVD 88     -        98.318  (meters)     322.56   (feet)  ADJUSTED  
 CS0434  ___________________________________________________________________
 CS0434  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0434  DYNAMIC HT  -          98.206 (meters)     322.20  (feet)  COMP
 CS0434  MODELED GRAV-     979,493.2   (mgal)                       NAVD 88
 CS0434
 CS0434  VERT ORDER  -  SECOND    CLASS 0
 CS0434
 CS0434.The horizontal coordinates were scaled from a topographic map and have
 CS0434.an estimated accuracy of +/- 6 seconds.
 CS0434
 CS0434.The orthometric height was determined by differential leveling
 CS0434.and adjusted by the National Geodetic Survey in June 1991..
 CS0434
 CS0434.The geoid height was determined by GEOID03.
 CS0434
 CS0434.The dynamic height is computed by dividing the NAVD 88
 CS0434.geopotential number by the normal gravity value computed on the
 CS0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0434.degrees latitude (g = 980.6199 gals.).
 CS0434
 CS0434.The modeled gravity was interpolated from observed gravity values.
 CS0434
 CS0434;                    North         East    Units  Estimated Accuracy
 CS0434;SPC TXNC     - 2,071,660.      799,770.      MT  (+/- 180 meters Scaled)
 CS0434
 CS0434                          SUPERSEDED SURVEY CONTROL
 CS0434
 CS0434  NGVD 29 (??/??/92)   98.323  (m)          322.58   (f) ADJ UNCH    2 0
 CS0434
 CS0434.Superseded values are not recommended for survey control.
 CS0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0434.See file dsdata.txt to determine how the superseded data were derived.
 CS0434
 CS0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA468761(NAD 83)
 CS0434_MARKER: DB = BENCH MARK DISK
 CS0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0434_STAMPING: K 388 1946
 CS0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0434+STABILITY: SURFACE MOTION
 CS0434
 CS0434  HISTORY     - Date     Condition        Report By
 CS0434  HISTORY     - 1946     MONUMENTED       CGS
 CS0434  HISTORY     - 1961     MARK NOT FOUND   USGS
 CS0434
 CS0434                          STATION DESCRIPTION
 CS0434
 CS0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0434'4.6 MI NE FROM CHATFIELD.
 CS0434'1.0 MILE NORTHEAST ALONG A DIRT ROAD FROM THE METHODIST CHURCH AT
 CS0434'CHATFIELD, THENCE 1.9 MILES NORTH ALONG A DIRT ROAD, THENCE 1.7 MILES
 CS0434'NORTHEAST ALONG A DIRT ROAD TO THE SITE OF THE MARK, ACROSS THE ROAD
 CS0434'FROM A SMALL FRAME FARM HOUSE, 100 FEET WEST OF A 30 INCH OAK TREE, 81
 CS0434'FEET NORTHEAST OF A 24 INCH OAK TREE, 23 FEET NORTHWEST OF THE CENTER
 CS0434'LINE OF THE ROAD, 3 FEET NORTHWEST OF THE NORTHWEST RIGHT OF WAY
 CS0434'FENCE, 1 FOOT SOUTHWEST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN
 CS0434'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 CS0434
 CS0434                          STATION RECOVERY (1961)
 CS0434
 CS0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CS0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1901 ***********************************************************************
 BY1901  DESIGNATION -  K 389
 BY1901  PID         -  BY1901
 BY1901  STATE/COUNTY-  TX/MADISON
 BY1901  USGS QUAD   -  ELWOOD (1972)
 BY1901
 BY1901                         *CURRENT SURVEY CONTROL
 BY1901  ___________________________________________________________________
 BY1901* NAD 83(1986)-  31 04 34.     (N)    095 48 24.     (W)     SCALED    
 BY1901* NAVD 88     -        82.69   (+/-2cm)     271.3    (feet)  VERTCON   
 BY1901  ___________________________________________________________________
 BY1901  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BY1901
 BY1901  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1901
 BY1901.The horizontal coordinates were scaled from a topographic map and have
 BY1901.an estimated accuracy of +/- 6 seconds.
 BY1901
 BY1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1901.The vertical order pertains to the NGVD 29 superseded value.
 BY1901
 BY1901.The geoid height was determined by GEOID03.
 BY1901
 BY1901;                    North         East    Units  Estimated Accuracy
 BY1901;SPC TX C     - 3,165,030.    1,131,800.      MT  (+/- 180 meters Scaled)
 BY1901
 BY1901                          SUPERSEDED SURVEY CONTROL
 BY1901
 BY1901  NGVD 29 (??/??/92)   82.689  (m)          271.29   (f) ADJ UNCH    2 0
 BY1901
 BY1901.Superseded values are not recommended for survey control.
 BY1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1901.See file dsdata.txt to determine how the superseded data were derived.
 BY1901
 BY1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ322414(NAD 83)
 BY1901_MARKER: DB = BENCH MARK DISK
 BY1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1901_STAMPING: K 389 1947
 BY1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1901+STABILITY: SURFACE MOTION
 BY1901
 BY1901  HISTORY     - Date     Condition        Report By
 BY1901  HISTORY     - 1947     MONUMENTED       CGS
 BY1901
 BY1901                          STATION DESCRIPTION
 BY1901
 BY1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1901'2.5 MI N FROM ELWOOD.
 BY1901'TO REACH FROM THE ELWOOD SCHOOL AT ELWOOD GO EAST 0.6 MILE ALONG STATE
 BY1901'OSR HIGHWAY, THENCE NORTH 1.9 MILES ALONG A GRADED DIRT ROAD TO SITE
 BY1901'OF MARK, BENCH MARK IS 88.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BY1901'A FARMHOUSE, 48.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BY1901'THE ROAD, 27.6 FEET NORTH OF A FOURTEEN INCH OAK TREE, 1.5 FEET EAST
 BY1901'OF A FENCE AND 1.5 FEET SOUTH OF A 4 X 4 IN. MARKER POST. A BRONZE
 BY1901'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1901'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1049 ***********************************************************************
 AJ1049  DESIGNATION -  K 39
 AJ1049  PID         -  AJ1049
 AJ1049  STATE/COUNTY-  TX/WEBB
 AJ1049  USGS QUAD   -  LAREDO WEST (1980)
 AJ1049
 AJ1049                         *CURRENT SURVEY CONTROL
 AJ1049  ___________________________________________________________________
 AJ1049* NAD 83(1986)-  27 30 23.     (N)    099 30 59.     (W)     SCALED    
 AJ1049* NAVD 88     -       127.330  (meters)     417.75   (feet)  ADJUSTED  
 AJ1049  ___________________________________________________________________
 AJ1049  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AJ1049  DYNAMIC HT  -         127.129 (meters)     417.09  (feet)  COMP
 AJ1049  MODELED GRAV-     979,064.8   (mgal)                       NAVD 88
 AJ1049
 AJ1049  VERT ORDER  -  FIRST     CLASS II
 AJ1049
 AJ1049.The horizontal coordinates were scaled from a topographic map and have
 AJ1049.an estimated accuracy of +/- 6 seconds.
 AJ1049
 AJ1049.The orthometric height was determined by differential leveling
 AJ1049.and adjusted by the National Geodetic Survey in June 1991..
 AJ1049
 AJ1049.The geoid height was determined by GEOID03.
 AJ1049
 AJ1049.The dynamic height is computed by dividing the NAVD 88
 AJ1049.geopotential number by the normal gravity value computed on the
 AJ1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1049.degrees latitude (g = 980.6199 gals.).
 AJ1049
 AJ1049.The modeled gravity was interpolated from observed gravity values.
 AJ1049
 AJ1049;                    North         East    Units  Estimated Accuracy
 AJ1049;SPC TX S     - 5,204,230.      199,580.      MT  (+/- 180 meters Scaled)
 AJ1049
 AJ1049                          SUPERSEDED SURVEY CONTROL
 AJ1049
 AJ1049  NGVD 29 (??/??/92)  127.352  (m)          417.82   (f) ADJ UNCH    1 2
 AJ1049
 AJ1049.Superseded values are not recommended for survey control.
 AJ1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1049.See file dsdata.txt to determine how the superseded data were derived.
 AJ1049
 AJ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR489426(NAD 83)
 AJ1049_MARKER: DB = BENCH MARK DISK
 AJ1049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ1049_SP_SET: BUILDING
 AJ1049_STAMPING: K 39 1917 ELEV 417.85 FT
 AJ1049_MARK LOGO: CGS   
 AJ1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1049+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 AJ1049
 AJ1049  HISTORY     - Date     Condition        Report By
 AJ1049  HISTORY     - 1917     MONUMENTED       CGS
 AJ1049  HISTORY     - 1957     GOOD             NGS
 AJ1049  HISTORY     - 1981     GOOD             NGS
 AJ1049  HISTORY     - 20020530 GOOD             USPSQD
 AJ1049
 AJ1049                          STATION DESCRIPTION
 AJ1049
 AJ1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ1049'IN LAREDO.
 AJ1049'AT LAREDO, 7.0 FEET SOUTH OF THE NORTHWEST CORNER OF THE INTERNATIONAL
 AJ1049'AND GREAT NORTHERN RAILROAD STATION, 3.7 FEET ABOVE THE CONCRETE
 AJ1049'PLATFORM, SET VERTICALLY IN THE WEST WALL OF THE RAILROAD STATION.
 AJ1049
 AJ1049                          STATION RECOVERY (1981)
 AJ1049
 AJ1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ1049'IN LAREDO, AT THE MISSOURI PACIFIC RAILROAD STATION, SET VERTICALLY IN
 AJ1049'THE WEST FACE OF THE BUILDING, 2.1 METERS (7.0 FT) SOUTH OF THE
 AJ1049'NORTHWEST CORNER OF THE BUILDING.
 AJ1049'THE MARK IS 1.2 M ABOVE PLATFORM.
 AJ1049
 AJ1049                          STATION RECOVERY (2002)
 AJ1049
 AJ1049'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0440 ***********************************************************************
 CS0440  DESIGNATION -  K 390
 CS0440  PID         -  CS0440
 CS0440  STATE/COUNTY-  TX/HENDERSON
 CS0440  USGS QUAD   -  MALAKOFF (1981)
 CS0440
 CS0440                         *CURRENT SURVEY CONTROL
 CS0440  ___________________________________________________________________
 CS0440* NAD 83(1986)-  32 10 15.     (N)    096 06 15.     (W)     SCALED    
 CS0440* NAVD 88     -        95.070  (meters)     311.91   (feet)  ADJUSTED  
 CS0440  ___________________________________________________________________
 CS0440  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0440  DYNAMIC HT  -          94.960 (meters)     311.55  (feet)  COMP
 CS0440  MODELED GRAV-     979,483.8   (mgal)                       NAVD 88
 CS0440
 CS0440  VERT ORDER  -  SECOND    CLASS 0
 CS0440
 CS0440.The horizontal coordinates were scaled from a topographic map and have
 CS0440.an estimated accuracy of +/- 6 seconds.
 CS0440
 CS0440.The orthometric height was determined by differential leveling
 CS0440.and adjusted by the National Geodetic Survey in June 1991..
 CS0440
 CS0440.The geoid height was determined by GEOID03.
 CS0440
 CS0440.The dynamic height is computed by dividing the NAVD 88
 CS0440.geopotential number by the normal gravity value computed on the
 CS0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0440.degrees latitude (g = 980.6199 gals.).
 CS0440
 CS0440.The modeled gravity was interpolated from observed gravity values.
 CS0440
 CS0440;                    North         East    Units  Estimated Accuracy
 CS0440;SPC TXNC     - 2,058,490.      825,950.      MT  (+/- 180 meters Scaled)
 CS0440
 CS0440                          SUPERSEDED SURVEY CONTROL
 CS0440
 CS0440  NGVD 29 (??/??/92)   95.07   (m)          311.9    (f) COMPUTED    2 0
 CS0440
 CS0440.Superseded values are not recommended for survey control.
 CS0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0440.See file dsdata.txt to determine how the superseded data were derived.
 CS0440
 CS0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA730630(NAD 83)
 CS0440_MARKER: DB = BENCH MARK DISK
 CS0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0440_SP_SET: CULVERT
 CS0440_STAMPING: K 390 1947
 CS0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0440
 CS0440  HISTORY     - Date     Condition        Report By
 CS0440  HISTORY     - 1947     MONUMENTED       CGS
 CS0440  HISTORY     - 19950909 GOOD             USPSQD
 CS0440
 CS0440                          STATION DESCRIPTION
 CS0440
 CS0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0440'2.05 MI NW FROM TRINIDAD.
 CS0440'2.05 MILES NORTHWEST ALONG STATE HIGHWAY NO.274 FROM THE ST. LOUIS
 CS0440'SOUTHWESTERN RAILWAY STATION AT TRINIDAD, 0.1 MILE SOUTHEAST OF A DIRT
 CS0440'CROSS ROAD, DIRECTLY ACROSS THE HIGHWAY FROM A 30-INCH OAK TREE, 17.0
 CS0440'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, SET IN TOP OF THE
 CS0440'NORTHWEST END OF THE NORTHEAST HEAD-WALL OF A CONCRETE CULVERT WHICH
 CS0440'PASSES UNDER THE HIGHWAY AT AN ANGLE, ABOUT THE SAME ELEVATION AS THE
 CS0440'HIGHWAY.
 CS0440
 CS0440                          STATION RECOVERY (1995)
 CS0440
 CS0440'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1541 ***********************************************************************
 CS1541  DESIGNATION -  K 391
 CS1541  PID         -  CS1541
 CS1541  STATE/COUNTY-  TX/TARRANT
 CS1541  USGS QUAD   -  AVONDALE (1982)
 CS1541
 CS1541                         *CURRENT SURVEY CONTROL
 CS1541  ___________________________________________________________________
 CS1541* NAD 83(1986)-  32 53 02.     (N)    097 23 03.     (W)     SCALED    
 CS1541* NAVD 88     -       240.068  (meters)     787.62   (feet)  ADJUSTED  
 CS1541  ___________________________________________________________________
 CS1541  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CS1541  DYNAMIC HT  -         239.785 (meters)     786.69  (feet)  COMP
 CS1541  MODELED GRAV-     979,453.2   (mgal)                       NAVD 88
 CS1541
 CS1541  VERT ORDER  -  FIRST     CLASS II
 CS1541
 CS1541.The horizontal coordinates were scaled from a topographic map and have
 CS1541.an estimated accuracy of +/- 6 seconds.
 CS1541
 CS1541.The orthometric height was determined by differential leveling
 CS1541.and adjusted by the National Geodetic Survey in June 1991..
 CS1541.WARNING-Repeat measurements at this control monument indicate possible
 CS1541.vertical movement.
 CS1541
 CS1541.The geoid height was determined by GEOID03.
 CS1541
 CS1541.The dynamic height is computed by dividing the NAVD 88
 CS1541.geopotential number by the normal gravity value computed on the
 CS1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1541.degrees latitude (g = 980.6199 gals.).
 CS1541
 CS1541.The modeled gravity was interpolated from observed gravity values.
 CS1541
 CS1541;                    North         East    Units  Estimated Accuracy
 CS1541;SPC TXNC     - 2,135,530.      704,400.      MT  (+/- 180 meters Scaled)
 CS1541
 CS1541                          SUPERSEDED SURVEY CONTROL
 CS1541
 CS1541  NGVD 29 (??/??/92)  240.020  (m)          787.47   (f) ADJ UNCH    1 2
 CS1541
 CS1541.Superseded values are not recommended for survey control.
 CS1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1541.See file dsdata.txt to determine how the superseded data were derived.
 CS1541
 CS1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB511395(NAD 83)
 CS1541_MARKER: DB = BENCH MARK DISK
 CS1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1541_STAMPING: K 391 1947
 CS1541_MARK LOGO: CGS   
 CS1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1541+STABILITY: SURFACE MOTION
 CS1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1541+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CS1541
 CS1541  HISTORY     - Date     Condition        Report By
 CS1541  HISTORY     - 1947     MONUMENTED       CGS
 CS1541  HISTORY     - 1957     GOOD             NGS
 CS1541  HISTORY     - 1984     GOOD             NGS
 CS1541  HISTORY     - 1990     GOOD             USPSQD
 CS1541  HISTORY     - 19951118 GOOD             USPSQD
 CS1541  HISTORY     - 20021025 GOOD             JCLS
 CS1541  HISTORY     - 20031030 GOOD             JCLS
 CS1541
 CS1541                          STATION DESCRIPTION
 CS1541
 CS1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1541'2.2 MI NW FROM SAGINAW.
 CS1541'2.2 MILES NORTHWEST ALONG THE ROCK ISLAND AND THE FORT WORTH AND
 CS1541'DENVER CITY RAILROADS AND ALONG U.S. HIGHWAYS 81 AND 287 FROM THE POST
 CS1541'OFFICE AT SAGINAW, ABOUT 155 YARDS SOUTHEAST OF RAILROAD SIGNAL POST
 CS1541'6023, ABOUT 0.3 MILE NORTHWEST OF A ROAD CROSSING, 37.3 FEET SOUTHWEST
 CS1541'OF THE CENTER LINE OF THE ROCK ISLAND RAILROAD, 76.5 FEET NORTHEAST OF
 CS1541'AND LEVEL WITH THE CENTER LINE OF U.S. HIGHWAYS 81 AND 287, 10.0 FEET
 CS1541'NORTHWEST OF A TELEPHONE POLE, 2.0 FEET SOUTHEAST OF A 4X4 MARKER
 CS1541'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CS1541'3 INCHES ABOVE THE GROUND.
 CS1541
 CS1541                          STATION RECOVERY (1957)
 CS1541
 CS1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1541'RECOVERED IN GOOD CONDITION.
 CS1541
 CS1541                          STATION RECOVERY (1984)
 CS1541
 CS1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1541'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 CS1541'TO REACH FOLLOWS.  3.3 KM (2.05 MI) NORTHWESTERLY ALONG THE SANTA
 CS1541'FE RAILROAD FROM ITS JUNCTION WITH MC LEROY BOULEVARD IN SAGINAW, AND
 CS1541'ADD 0.6 KM (0.35 MI) SOUTHEAST OF MILEPOST 602.
 CS1541
 CS1541                          STATION RECOVERY (1990)
 CS1541
 CS1541'RECOVERY NOTE BY US POWER SQUADRON 1990 (LTS)
 CS1541'RECOVERED IN GOOD CONDITION.
 CS1541
 CS1541                          STATION RECOVERY (1995)
 CS1541
 CS1541'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1541'RECOVERED IN GOOD CONDITION.
 CS1541
 CS1541                          STATION RECOVERY (2002)
 CS1541
 CS1541'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 CS1541'RECOVERED IN GOOD CONDITION.
 CS1541
 CS1541                          STATION RECOVERY (2003)
 CS1541
 CS1541'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 CS1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0655 ***********************************************************************
 BZ0655  DESIGNATION -  K 392
 BZ0655  PID         -  BZ0655
 BZ0655  STATE/COUNTY-  TX/NAVARRO
 BZ0655  USGS QUAD   -  DAWSON (1978)
 BZ0655
 BZ0655                         *CURRENT SURVEY CONTROL
 BZ0655  ___________________________________________________________________
 BZ0655* NAD 83(1986)-  31 55 23.     (N)    096 40 42.     (W)     SCALED    
 BZ0655* NAVD 88     -       118.833  (meters)     389.87   (feet)  ADJUSTED  
 BZ0655  ___________________________________________________________________
 BZ0655  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 BZ0655  DYNAMIC HT  -         118.693 (meters)     389.41  (feet)  COMP
 BZ0655  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 BZ0655
 BZ0655  VERT ORDER  -  SECOND    CLASS 0
 BZ0655
 BZ0655.The horizontal coordinates were scaled from a topographic map and have
 BZ0655.an estimated accuracy of +/- 6 seconds.
 BZ0655
 BZ0655.The orthometric height was determined by differential leveling
 BZ0655.and adjusted by the National Geodetic Survey in June 1991..
 BZ0655
 BZ0655.The geoid height was determined by GEOID03.
 BZ0655
 BZ0655.The dynamic height is computed by dividing the NAVD 88
 BZ0655.geopotential number by the normal gravity value computed on the
 BZ0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0655.degrees latitude (g = 980.6199 gals.).
 BZ0655
 BZ0655.The modeled gravity was interpolated from observed gravity values.
 BZ0655
 BZ0655;                    North         East    Units  Estimated Accuracy
 BZ0655;SPC TXNC     - 2,029,930.      772,280.      MT  (+/- 180 meters Scaled)
 BZ0655
 BZ0655                          SUPERSEDED SURVEY CONTROL
 BZ0655
 BZ0655  NGVD 29 (??/??/92)  118.814  (m)          389.81   (f) ADJ UNCH    2 0
 BZ0655
 BZ0655.Superseded values are not recommended for survey control.
 BZ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0655.See file dsdata.txt to determine how the superseded data were derived.
 BZ0655
 BZ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA195342(NAD 83)
 BZ0655_MARKER: DB = BENCH MARK DISK
 BZ0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0655_STAMPING: K 392 1947
 BZ0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0655+STABILITY: SURFACE MOTION
 BZ0655
 BZ0655  HISTORY     - Date     Condition        Report By
 BZ0655  HISTORY     - 1947     MONUMENTED       CGS
 BZ0655
 BZ0655                          STATION DESCRIPTION
 BZ0655
 BZ0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0655'2.9 MI NE FROM DAWSON.
 BZ0655'2.9 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM THE
 BZ0655'STATION AT DAWSON, ON THE SOUTHEAST SIDE OF A SMALL CUT, 90.0 FEET
 BZ0655'EAST OF AND ACROSS THE TRACKS FROM TELEPHONE POLE 639/10, 44.5 FEET
 BZ0655'SOUTHEAST OF THE SOUTHEAST RAIL, 1.7 FEET NORTHWEST OF THE RIGHT OF
 BZ0655'WAY FENCE, 1.5 FEET NORTHEAST OF A 4X4 MARKER POST, ABOUT LEVEL WITH
 BZ0655'THE TRACKS.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0655'PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0675 ***********************************************************************
 CS0675  DESIGNATION -  K 393
 CS0675  PID         -  CS0675
 CS0675  STATE/COUNTY-  TX/NAVARRO
 CS0675  USGS QUAD   -  POWELL (1959)
 CS0675
 CS0675                         *CURRENT SURVEY CONTROL
 CS0675  ___________________________________________________________________
 CS0675* NAD 83(1986)-  32 04 57.     (N)    096 17 26.     (W)     SCALED    
 CS0675* NAVD 88     -       109.284  (meters)     358.54   (feet)  ADJUSTED  
 CS0675  ___________________________________________________________________
 CS0675  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0675  DYNAMIC HT  -         109.157 (meters)     358.13  (feet)  COMP
 CS0675  MODELED GRAV-     979,470.7   (mgal)                       NAVD 88
 CS0675
 CS0675  VERT ORDER  -  SECOND    CLASS 0
 CS0675
 CS0675.The horizontal coordinates were scaled from a topographic map and have
 CS0675.an estimated accuracy of +/- 6 seconds.
 CS0675
 CS0675.The orthometric height was determined by differential leveling
 CS0675.and adjusted by the National Geodetic Survey in June 1991..
 CS0675
 CS0675.The geoid height was determined by GEOID03.
 CS0675
 CS0675.The dynamic height is computed by dividing the NAVD 88
 CS0675.geopotential number by the normal gravity value computed on the
 CS0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0675.degrees latitude (g = 980.6199 gals.).
 CS0675
 CS0675.The modeled gravity was interpolated from observed gravity values.
 CS0675
 CS0675;                    North         East    Units  Estimated Accuracy
 CS0675;SPC TXNC     - 2,048,310.      808,580.      MT  (+/- 180 meters Scaled)
 CS0675
 CS0675                          SUPERSEDED SURVEY CONTROL
 CS0675
 CS0675  NGVD 29 (??/??/92)  109.283  (m)          358.54   (f) ADJ UNCH    2 0
 CS0675
 CS0675.Superseded values are not recommended for survey control.
 CS0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0675.See file dsdata.txt to determine how the superseded data were derived.
 CS0675
 CS0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA557527(NAD 83)
 CS0675_MARKER: DB = BENCH MARK DISK
 CS0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0675_STAMPING: K 393 1947
 CS0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0675+STABILITY: SURFACE MOTION
 CS0675
 CS0675  HISTORY     - Date     Condition        Report By
 CS0675  HISTORY     - 1947     MONUMENTED       CGS
 CS0675  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0675
 CS0675                          STATION DESCRIPTION
 CS0675
 CS0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0675'0.5 MI SE FROM ELM FLAT.
 CS0675'0.3 MILE SOUTH ALONG A DIRT TRACK ROAD FROM THE WOODS CHAPEL A.M.E.
 CS0675'CHURCH AT ELM FLAT, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD TO
 CS0675'THE SITE OF THE MARK, 30 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 CS0675'WEST ROAD, 13 FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 12
 CS0675'FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF A WIRE FENCE, 2 FEET
 CS0675'SOUTH OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS0675'CONCRETE POST.
 CS0675
 CS0675                          STATION RECOVERY (2002)
 CS0675
 CS0675'RECOVERY NOTE BY US POWER SQUADRON 2002 (KL)
 CS0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1179 ***********************************************************************
 CS1179  DESIGNATION -  K 394
 CS1179  PID         -  CS1179
 CS1179  STATE/COUNTY-  TX/DALLAS
 CS1179  USGS QUAD   -  DALLAS (1981)
 CS1179
 CS1179                         *CURRENT SURVEY CONTROL
 CS1179  ___________________________________________________________________
 CS1179* NAD 83(1986)-  32 48 42.     (N)    096 49 57.     (W)     SCALED    
 CS1179* NAVD 88     -       138.103  (meters)     453.09   (feet)  ADJUSTED  
 CS1179  ___________________________________________________________________
 CS1179  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CS1179  DYNAMIC HT  -         137.945 (meters)     452.57  (feet)  COMP
 CS1179  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 CS1179
 CS1179  VERT ORDER  -  FIRST     CLASS II
 CS1179
 CS1179.The horizontal coordinates were scaled from a topographic map and have
 CS1179.an estimated accuracy of +/- 6 seconds.
 CS1179
 CS1179.The orthometric height was determined by differential leveling
 CS1179.and adjusted by the National Geodetic Survey in June 1991..
 CS1179
 CS1179.The geoid height was determined by GEOID03.
 CS1179
 CS1179.The dynamic height is computed by dividing the NAVD 88
 CS1179.geopotential number by the normal gravity value computed on the
 CS1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1179.degrees latitude (g = 980.6199 gals.).
 CS1179
 CS1179.The modeled gravity was interpolated from observed gravity values.
 CS1179
 CS1179;                    North         East    Units  Estimated Accuracy
 CS1179;SPC TXNC     - 2,128,210.      756,140.      MT  (+/- 180 meters Scaled)
 CS1179
 CS1179                          SUPERSEDED SURVEY CONTROL
 CS1179
 CS1179  NGVD 29 (??/??/92)  138.118  (m)          453.14   (f) ADJ UNCH    1 2
 CS1179
 CS1179.Superseded values are not recommended for survey control.
 CS1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1179.See file dsdata.txt to determine how the superseded data were derived.
 CS1179
 CS1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB029324(NAD 83)
 CS1179_MARKER: DB = BENCH MARK DISK
 CS1179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1179_SP_SET: CULVERT
 CS1179_STAMPING: K 394 1947
 CS1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1179
 CS1179  HISTORY     - Date     Condition        Report By
 CS1179  HISTORY     - 1947     MONUMENTED       CGS
 CS1179  HISTORY     - 20000212 GOOD             USPSQD
 CS1179
 CS1179                          STATION DESCRIPTION
 CS1179
 CS1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1179'IN DALLAS.
 CS1179'AT DALLAS, ON THE MISSOURI, KANSAS, TEXAS RAILROAD, AT THE AMELIA
 CS1179'STREET CROSSING, 27.0 FEET NORTHWEST OF THE CENTER LINE OF AMELIA
 CS1179'STREET, 24.5 FEET SOUTHWEST OF AND ABOUT 0.5 FOOT HIGHER THAN THE
 CS1179'CENTER LINE OF THE SOUTHWEST TRACK, 20.0 FEET EAST OF MILE POST 756,
 CS1179'ON TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 CS1179'CULVERT UNDER AMELIA STREET.  A BRONZE DISK SET IN A DRILL HOLE IN
 CS1179'CONCRETE.
 CS1179
 CS1179                          STATION RECOVERY (2000)
 CS1179
 CS1179'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1057 ***********************************************************************
 CS1057  DESIGNATION -  K 395
 CS1057  PID         -  CS1057
 CS1057  STATE/COUNTY-  TX/DALLAS
 CS1057  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1057
 CS1057                         *CURRENT SURVEY CONTROL
 CS1057  ___________________________________________________________________
 CS1057* NAD 83(1986)-  32 46 40.     (N)    096 44 03.     (W)     SCALED    
 CS1057* NAVD 88     -       128.996  (meters)     423.21   (feet)  ADJUSTED  
 CS1057  ___________________________________________________________________
 CS1057  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CS1057  DYNAMIC HT  -         128.849 (meters)     422.73  (feet)  COMP
 CS1057  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 CS1057
 CS1057  VERT ORDER  -  FIRST     CLASS II
 CS1057
 CS1057.The horizontal coordinates were scaled from a topographic map and have
 CS1057.an estimated accuracy of +/- 6 seconds.
 CS1057
 CS1057.The orthometric height was determined by differential leveling
 CS1057.and adjusted by the National Geodetic Survey in June 1991..
 CS1057
 CS1057.The geoid height was determined by GEOID03.
 CS1057
 CS1057.The dynamic height is computed by dividing the NAVD 88
 CS1057.geopotential number by the normal gravity value computed on the
 CS1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1057.degrees latitude (g = 980.6199 gals.).
 CS1057
 CS1057.The modeled gravity was interpolated from observed gravity values.
 CS1057
 CS1057;                    North         East    Units  Estimated Accuracy
 CS1057;SPC TXNC     - 2,124,600.      765,410.      MT  (+/- 180 meters Scaled)
 CS1057
 CS1057                          SUPERSEDED SURVEY CONTROL
 CS1057
 CS1057  NGVD 29 (??/??/92)  129.003  (m)          423.24   (f) ADJ UNCH    1 2
 CS1057
 CS1057.Superseded values are not recommended for survey control.
 CS1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1057.See file dsdata.txt to determine how the superseded data were derived.
 CS1057
 CS1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB122289(NAD 83)
 CS1057_MARKER: DD = SURVEY DISK
 CS1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1057_STAMPING: K 395 1947 1 R
 CS1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1057+STABILITY: SURFACE MOTION
 CS1057
 CS1057  HISTORY     - Date     Condition        Report By
 CS1057  HISTORY     - 1947     MONUMENTED       TX1730
 CS1057  HISTORY     - 1958     GOOD             NGS
 CS1057
 CS1057                          STATION DESCRIPTION
 CS1057
 CS1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1057'5.3 MI E FROM DALLAS.
 CS1057'AT THE NORTHWEST POINT OF THE CROSSING OF THE T. AND P.R.R. AND THE T.
 CS1057'AND N.O.R.R., AND IN THE SOUTHEAST CORNER OF THE SHEARITH ISRAEL
 CS1057'CEMETERY, 97 FEET NORTH OF THE CENTERLINE OF THE T. AND P. TRACKS AND
 CS1057'74 FEET WEST OF THE CENTERLINE OF THE T. AND N.O. TRACKS.  IT IS 2
 CS1057'FEET EAST OF THE RIGHT-OF-WAY FENCE LINE AND ABOUT 2 FEET LOWER THAN
 CS1057'THE LEVEL OF THE TRACKS.  A CITY OF DALLAS DISK IN A CONCRETE POST
 CS1057'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS ABOUT 0.5
 CS1057'MILE SOUTH FROM MILITARY PARKWAY AND 0.2 MILE EAST OF DOLPHIN ROAD AND
 CS1057'IS REACHED FROM THE DOLPHIN ROAD ENTRANCE TO THE CEMETERY BY GOING
 CS1057'THROUGH THE CEMETERY, EAST, TO THE SOUTH EAST CORNER AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0562 ***********************************************************************
 CR0562  DESIGNATION -  K 396
 CR0562  PID         -  CR0562
 CR0562  STATE/COUNTY-  TX/HENDERSON
 CR0562  USGS QUAD   -  CROSS ROADS (1984)
 CR0562
 CR0562                         *CURRENT SURVEY CONTROL
 CR0562  ___________________________________________________________________
 CR0562* NAD 83(1986)-  32 04 35.     (N)    095 54 44.     (W)     SCALED    
 CR0562* NAVD 88     -       141.446  (meters)     464.06   (feet)  ADJUSTED  
 CR0562  ___________________________________________________________________
 CR0562  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0562  DYNAMIC HT  -         141.281 (meters)     463.52  (feet)  COMP
 CR0562  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 CR0562
 CR0562  VERT ORDER  -  SECOND    CLASS 0
 CR0562
 CR0562.The horizontal coordinates were scaled from a topographic map and have
 CR0562.an estimated accuracy of +/- 6 seconds.
 CR0562
 CR0562.The orthometric height was determined by differential leveling
 CR0562.and adjusted by the National Geodetic Survey in June 1991..
 CR0562
 CR0562.The geoid height was determined by GEOID03.
 CR0562
 CR0562.The dynamic height is computed by dividing the NAVD 88
 CR0562.geopotential number by the normal gravity value computed on the
 CR0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0562.degrees latitude (g = 980.6199 gals.).
 CR0562
 CR0562.The modeled gravity was interpolated from observed gravity values.
 CR0562
 CR0562;                    North         East    Units  Estimated Accuracy
 CR0562;SPC TXNC     - 2,048,450.      844,300.      MT  (+/- 180 meters Scaled)
 CR0562
 CR0562                          SUPERSEDED SURVEY CONTROL
 CR0562
 CR0562  NGVD 29 (??/??/92)  141.448  (m)          464.07   (f) ADJ UNCH    2 0
 CR0562
 CR0562.Superseded values are not recommended for survey control.
 CR0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0562.See file dsdata.txt to determine how the superseded data were derived.
 CR0562
 CR0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR251526(NAD 83)
 CR0562_MARKER: DB = BENCH MARK DISK
 CR0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0562_STAMPING: K 396 1947
 CR0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0562+STABILITY: SURFACE MOTION
 CR0562
 CR0562  HISTORY     - Date     Condition        Report By
 CR0562  HISTORY     - 1947     MONUMENTED       CGS
 CR0562
 CR0562                          STATION DESCRIPTION
 CR0562
 CR0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0562'5.9 MI E FROM CROSS ROADS.
 CR0562'4.0 MILES NORTHEAST ALONG FARM HIGHWAY 59 FROM CROSS ROADS SCHOOL,
 CR0562'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST ALONG A
 CR0562'DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE
 CR0562'EAST ALONG A DIRT ROAD TO THE TOP A HILL AND THE SITE OF THE MARK,
 CR0562'ABOUT 125 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FRAME
 CR0562'HOUSE, ABOUT 120 FEET SOUTH OF THE SOUTHEAST CORNER OF AN UNPAINTED
 CR0562'FRAME HOUSE, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET
 CR0562'NORTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE, 2 FEET NORTH OF A 4X4
 CR0562'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CR0562'PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0779 ***********************************************************************
 CS0779  DESIGNATION -  K 397
 CS0779  PID         -  CS0779
 CS0779  STATE/COUNTY-  TX/ELLIS
 CS0779  USGS QUAD   -  PALMER (1978)
 CS0779
 CS0779                         *CURRENT SURVEY CONTROL
 CS0779  ___________________________________________________________________
 CS0779* NAD 83(1986)-  32 22 34.     (N)    096 37 47.     (W)     SCALED    
 CS0779* NAVD 88     -       145.121  (meters)     476.12   (feet)  ADJUSTED  
 CS0779  ___________________________________________________________________
 CS0779  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CS0779  DYNAMIC HT  -         144.953 (meters)     475.57  (feet)  COMP
 CS0779  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 CS0779
 CS0779  VERT ORDER  -  SECOND    CLASS 0
 CS0779
 CS0779.The horizontal coordinates were scaled from a topographic map and have
 CS0779.an estimated accuracy of +/- 6 seconds.
 CS0779
 CS0779.The orthometric height was determined by differential leveling
 CS0779.and adjusted by the National Geodetic Survey in June 1991..
 CS0779
 CS0779.The geoid height was determined by GEOID03.
 CS0779
 CS0779.The dynamic height is computed by dividing the NAVD 88
 CS0779.geopotential number by the normal gravity value computed on the
 CS0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0779.degrees latitude (g = 980.6199 gals.).
 CS0779
 CS0779.The modeled gravity was interpolated from observed gravity values.
 CS0779
 CS0779;                    North         East    Units  Estimated Accuracy
 CS0779;SPC TXNC     - 2,080,240.      775,980.      MT  (+/- 180 meters Scaled)
 CS0779
 CS0779                          SUPERSEDED SURVEY CONTROL
 CS0779
 CS0779  NGVD 29 (??/??/92)  145.120  (m)          476.11   (f) ADJ UNCH    2 0
 CS0779
 CS0779.Superseded values are not recommended for survey control.
 CS0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0779.See file dsdata.txt to determine how the superseded data were derived.
 CS0779
 CS0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA229845(NAD 83)
 CS0779_MARKER: DB = BENCH MARK DISK
 CS0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0779_STAMPING: K 397 1947
 CS0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0779+STABILITY: SURFACE MOTION
 CS0779
 CS0779  HISTORY     - Date     Condition        Report By
 CS0779  HISTORY     - 1947     MONUMENTED       CGS
 CS0779
 CS0779                          STATION DESCRIPTION
 CS0779
 CS0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0779'3.5 MI N FROM ENNIS.
 CS0779'1.9 MILE NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE JUNCTION OF U.S.
 CS0779'HIGHWAY NO.75 AND STATE HIGHWAY NO.34 AT ENNIS, TO A CONCRETE OVER
 CS0779'PASS WHICH IS OVER AN OLD ABANDONED TEXAS AND NEW ORLEANS RAILROAD
 CS0779'RIGHT-OF-WAY, THENCE 1.6 MILE NORTHEAST ALONG THE ABANDONED RAILROAD
 CS0779'BED, BENCH MARK IS 0.3 MILE NORTHEAST OF A DIRT ROAD CROSSING, 330.0
 CS0779'FEET SOUTHWEST OF A LARGE WASH ACROSS THE OLD RAILROAD BED, 44.0 FEET
 CS0779'SOUTHEAST OF THE CENTER OF THE OLD RAILROAD BED, 25.5 FEET NORTHEAST
 CS0779'OF A FENCE CORNER POST, 16.5 FEET EAST OF A TELEPHONE POLE, 2.6 FEET
 CS0779'NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 3.0 FEET SOUTHWEST OF A
 CS0779'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 CS0779'OLD RAILROAD BED AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2044 ***********************************************************************
 BY2044  DESIGNATION -  K 398
 BY2044  PID         -  BY2044
 BY2044  STATE/COUNTY-  TX/ANDERSON
 BY2044  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2044
 BY2044                         *CURRENT SURVEY CONTROL
 BY2044  ___________________________________________________________________
 BY2044* NAD 83(1986)-  31 40 27.     (N)    095 44 49.     (W)     SCALED    
 BY2044* NAVD 88     -        89.143  (meters)     292.46   (feet)  ADJUSTED  
 BY2044  ___________________________________________________________________
 BY2044  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BY2044  DYNAMIC HT  -          89.034 (meters)     292.11  (feet)  COMP
 BY2044  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 BY2044
 BY2044  VERT ORDER  -  FIRST     CLASS II
 BY2044
 BY2044.The horizontal coordinates were scaled from a topographic map and have
 BY2044.an estimated accuracy of +/- 6 seconds.
 BY2044
 BY2044.The orthometric height was determined by differential leveling
 BY2044.and adjusted by the National Geodetic Survey in June 1991..
 BY2044
 BY2044.The geoid height was determined by GEOID03.
 BY2044
 BY2044.The dynamic height is computed by dividing the NAVD 88
 BY2044.geopotential number by the normal gravity value computed on the
 BY2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2044.degrees latitude (g = 980.6199 gals.).
 BY2044
 BY2044.The modeled gravity was interpolated from observed gravity values.
 BY2044
 BY2044;                    North         East    Units  Estimated Accuracy
 BY2044;SPC TX C     - 3,231,510.    1,134,760.      MT  (+/- 180 meters Scaled)
 BY2044
 BY2044                          SUPERSEDED SURVEY CONTROL
 BY2044
 BY2044  NGVD 29 (??/??/92)   89.118  (m)          292.38   (f) ADJ UNCH    1 2
 BY2044
 BY2044.Superseded values are not recommended for survey control.
 BY2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2044.See file dsdata.txt to determine how the superseded data were derived.
 BY2044
 BY2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR395076(NAD 83)
 BY2044_MARKER: DB = BENCH MARK DISK
 BY2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2044_STAMPING: K 398 1947
 BY2044_PROJECTION: PROJECTING 15 CENTIMETERS
 BY2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2044+STABILITY: SURFACE MOTION
 BY2044
 BY2044  HISTORY     - Date     Condition        Report By
 BY2044  HISTORY     - 1947     MONUMENTED       CGS
 BY2044  HISTORY     - 1952     GOOD             NGS
 BY2044  HISTORY     - 1960     GOOD             NGS
 BY2044  HISTORY     - 1980     GOOD             NGS
 BY2044  HISTORY     - 1990     GOOD             USPSQD
 BY2044
 BY2044                          STATION DESCRIPTION
 BY2044
 BY2044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY2044'9.1 MI SW FROM PALESTINE.
 BY2044'0.75 MILE SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BY2044'RAILROAD FROM THE STATION AT PALESTINE, THENCE 8.35 MILES SOUTHWEST
 BY2044'ALONG U.S. HIGHWAYS 79 AND 84, 1.0 MILE SOUTHWEST OF THE STATION SIGN
 BY2044'AT TUCKER, 0.1 MILE SOUTHEAST OF THE HIGHWAY, 33 FEET EAST OF THE
 BY2044'SOUTHEAST CORNER OF THE GREEN BAY SCHOOLHOUSE, 12 FEET SOUTHEAST OF
 BY2044'THE SOUTHEAST CORNER OF A PUMP HOUSE, 38 FEET WEST OF THE WEST RAIL OF
 BY2044'THE INTERNATIONAL AND GREAT NORTHERN RAILROAD, 3 FEET SOUTH OF A FENCE
 BY2044'CORNER, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY2044'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY2044
 BY2044                          STATION RECOVERY (1960)
 BY2044
 BY2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BY2044'RECOVERED IN GOOD CONDITION.
 BY2044
 BY2044                          STATION RECOVERY (1980)
 BY2044
 BY2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2044'2.4 KM. (1.5 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 BUSINESS FROM THE
 BY2044'FEDERAL BUILDING IN PALESTINE, THENCE 13.3 KM. (8.25 MI.) SOUTHWEST
 BY2044'ALONG U.S. HIGHWAY 79, IN TUCKER, AT THE OLD GREEN BAY SCHOOLHOUSE,
 BY2044'76 M. (250 FT.) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.0 M.
 BY2044'(46.0 FT.) NORTH OF THE CENTERLINE OF A PAVED ROAD, 12.8 M. (42.0 FT.)
 BY2044'WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC RAILROAD, 10.1 M.
 BY2044'(33.0 FT.) EAST OF THE SOUTHEAST CORNER OF THE SCHOOL HOUSE, 8.5 M.
 BY2044'(28.0 FT.) NORTH OF A CHAIN LINK FENCE CORNER, 1.8 M. (6.0 FT.)
 BY2044'EAST-SOUTHEAST OF A CHAIN LINK FENCE.
 BY2044'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 BY2044'THE MARK IS 1.5 M BELOW THE TRACKS.
 BY2044
 BY2044                          STATION RECOVERY (1990)
 BY2044
 BY2044'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2282 ***********************************************************************
 BY2282  DESIGNATION -  K 399
 BY2282  PID         -  BY2282
 BY2282  STATE/COUNTY-  TX/ANDERSON
 BY2282  USGS QUAD   -  CAYUGA (1982)
 BY2282
 BY2282                         *CURRENT SURVEY CONTROL
 BY2282  ___________________________________________________________________
 BY2282* NAD 83(1986)-  31 58 23.     (N)    095 56 01.     (W)     SCALED    
 BY2282* NAVD 88     -       117.346  (meters)     384.99   (feet)  ADJUSTED  
 BY2282  ___________________________________________________________________
 BY2282  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BY2282  DYNAMIC HT  -         117.207 (meters)     384.54  (feet)  COMP
 BY2282  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 BY2282
 BY2282  VERT ORDER  -  SECOND    CLASS 0
 BY2282
 BY2282.The horizontal coordinates were scaled from a topographic map and have
 BY2282.an estimated accuracy of +/- 6 seconds.
 BY2282
 BY2282.The orthometric height was determined by differential leveling
 BY2282.and adjusted by the National Geodetic Survey in June 1991..
 BY2282
 BY2282.The geoid height was determined by GEOID03.
 BY2282
 BY2282.The dynamic height is computed by dividing the NAVD 88
 BY2282.geopotential number by the normal gravity value computed on the
 BY2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2282.degrees latitude (g = 980.6199 gals.).
 BY2282
 BY2282.The modeled gravity was interpolated from observed gravity values.
 BY2282
 BY2282;                    North         East    Units  Estimated Accuracy
 BY2282;SPC TX C     - 3,263,910.    1,115,770.      MT  (+/- 180 meters Scaled)
 BY2282
 BY2282                          SUPERSEDED SURVEY CONTROL
 BY2282
 BY2282  NGVD 29 (??/??/92)  117.342  (m)          384.98   (f) ADJ UNCH    2 0
 BY2282
 BY2282.Superseded values are not recommended for survey control.
 BY2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2282.See file dsdata.txt to determine how the superseded data were derived.
 BY2282
 BY2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR227412(NAD 83)
 BY2282_MARKER: DB = BENCH MARK DISK
 BY2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2282_STAMPING: K 399 1947
 BY2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2282+STABILITY: SURFACE MOTION
 BY2282
 BY2282  HISTORY     - Date     Condition        Report By
 BY2282  HISTORY     - 1947     MONUMENTED       CGS
 BY2282  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2282
 BY2282                          STATION DESCRIPTION
 BY2282
 BY2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2282'3.6 MI NE FROM CAYUGA.
 BY2282'ALONG A NARROW OIL ROAD, 1.1 MILES NORTH THENCE 2.5 MILES EAST OF
 BY2282'CAYUGA POST OFFICE, NEAR A FARM HOUSE, 135 FEET SOUTH OF THE SOUTHWEST
 BY2282'CORNER OF THE HOUSE, 33 FEET SOUTH OF THE CENTER OF THE ROAD, 11 FEET
 BY2282'WEST OF A CORNER FENCE POST, 2 FEET NORTH OF A WIRE FENCE, 2 FEET EAST
 BY2282'OF WITNESS POST.
 BY2282
 BY2282                          STATION RECOVERY (1977)
 BY2282
 BY2282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0134 ***********************************************************************
 AB0134  DESIGNATION -  K 4
 AB0134  PID         -  AB0134
 AB0134  STATE/COUNTY-  TX/CAMERON
 AB0134  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0134
 AB0134                         *CURRENT SURVEY CONTROL
 AB0134  ___________________________________________________________________
 AB0134* NAD 83(1986)-  25 55 51.     (N)    097 29 19.     (W)     SCALED    
 AB0134* NAVD 88     -         7.935  (meters)      26.03   (feet)  POSTED    
 AB0134  ___________________________________________________________________
 AB0134  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AB0134  DYNAMIC HT  -           7.920 (meters)      25.98  (feet)  COMP
 AB0134  MODELED GRAV-     979,028.2   (mgal)                       NAVD 88
 AB0134
 AB0134  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AB0134
 AB0134.The horizontal coordinates were scaled from a topographic map and have
 AB0134.an estimated accuracy of +/- 6 seconds.
 AB0134
 AB0134.The orthometric height was determined by differential leveling
 AB0134.and adjusted by the National Geodetic Survey in 1992..
 AB0134.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AB0134.rate of 2.1 thru 3.0 mm/km.
 AB0134
 AB0134.The geoid height was determined by GEOID03.
 AB0134
 AB0134.The dynamic height is computed by dividing the NAVD 88
 AB0134.geopotential number by the normal gravity value computed on the
 AB0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0134.degrees latitude (g = 980.6199 gals.).
 AB0134
 AB0134.The modeled gravity was interpolated from observed gravity values.
 AB0134
 AB0134;                    North         East    Units  Estimated Accuracy
 AB0134;SPC TX S     - 5,029,680.      401,320.      MT  (+/- 180 meters Scaled)
 AB0134
 AB0134                          SUPERSEDED SURVEY CONTROL
 AB0134
 AB0134  NGVD 29 (??/??/92)    8.024  (m)           26.33   (f) ADJ UNCH    2 0
 AB0134
 AB0134.Superseded values are not recommended for survey control.
 AB0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0134.See file dsdata.txt to determine how the superseded data were derived.
 AB0134
 AB0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP513688(NAD 83)
 AB0134_MARKER: DD = SURVEY DISK
 AB0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0134_SP_SET: CULVERT
 AB0134_STAMPING: K 4 26.16
 AB0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0134
 AB0134  HISTORY     - Date     Condition        Report By
 AB0134  HISTORY     - UNK      MONUMENTED
 AB0134  HISTORY     - 1950     GOOD             NGS
 AB0134  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0134  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0134
 AB0134                          STATION DESCRIPTION
 AB0134
 AB0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0134'1.1 MI N FROM BROWNSVILLE.
 AB0134'1.1 MILES NORTH ALONG PAREDES LINE ROAD (LOS FRESNOS ROAD) FROM THE
 AB0134'INTERSECTION OF STATE HIGHWAY 48 (BOCA CHICA BOULEVARD) AT
 AB0134'BROWNSVILLE, CAMERON COUNTY, 26 FEET WEST OF AND 2 FEET LOWER THAN THE
 AB0134'CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT, AND IN THE CENTER OF
 AB0134'THE TOP OF THE WEST HEADWALL.  A CAMERON COUNTY STANDARD DISK, STAMPED
 AB0134'K 4 26.16.
 AB0134
 AB0134                          STATION RECOVERY (1987)
 AB0134
 AB0134'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0134'MARK NOT FOUND.
 AB0134
 AB0134                          STATION RECOVERY (1990)
 AB0134
 AB0134'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWS)
 AB0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1259 ***********************************************************************
 AN1259  DESIGNATION -  K 40
 AN1259  PID         -  AN1259
 AN1259  STATE/COUNTY-  TX/REFUGIO
 AN1259  USGS QUAD   -  LAKE PASTURE (1979)
 AN1259
 AN1259                         *CURRENT SURVEY CONTROL
 AN1259  ___________________________________________________________________
 AN1259* NAD 83(1986)-  28 27 35.     (N)    097 06 44.     (W)     SCALED    
 AN1259* NAVD 88     -        21.53   (+/-2cm)      70.6    (feet)  VERTCON   
 AN1259  ___________________________________________________________________
 AN1259  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN1259
 AN1259  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1259
 AN1259.The horizontal coordinates were scaled from a topographic map and have
 AN1259.an estimated accuracy of +/- 6 seconds.
 AN1259
 AN1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1259.The vertical order pertains to the NGVD 29 superseded value.
 AN1259
 AN1259.The geoid height was determined by GEOID03.
 AN1259
 AN1259;                    North         East    Units  Estimated Accuracy
 AN1259;SPC TXSC     - 4,070,920.      784,880.      MT  (+/- 180 meters Scaled)
 AN1259
 AN1259                          SUPERSEDED SURVEY CONTROL
 AN1259
 AN1259  NGVD 29 (??/??/92)   21.678  (m)           71.12   (f) ADJ UNCH    1 2
 AN1259
 AN1259.Superseded values are not recommended for survey control.
 AN1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1259.See file dsdata.txt to determine how the superseded data were derived.
 AN1259
 AN1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS848495(NAD 83)
 AN1259_MARKER: DB = BENCH MARK DISK
 AN1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1259_STAMPING: K 40 1918 ELEV 71.224 FT
 AN1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1259+STABILITY: SURFACE MOTION
 AN1259
 AN1259  HISTORY     - Date     Condition        Report By
 AN1259  HISTORY     - 1918     MONUMENTED       CGS
 AN1259  HISTORY     - 1950     GOOD             NGS
 AN1259  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1259  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1259  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1259
 AN1259                          STATION DESCRIPTION
 AN1259
 AN1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1259'2.2 MI NE FROM VIDAURI.
 AN1259'2.2 MILES NORTHEAST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1259'RAILROAD FROM THE STATION AT VIDAURI, AT A PRIVATE ROAD CROSSING, 3
 AN1259'POLES NORTHEAST OF MILEPOST 200-10, 0.1 MILE SOUTHWEST OF BRIDGE
 AN1259'200.5, 54 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 53
 AN1259'FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 44.3 FEET
 AN1259'SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET SOUTHWEST OF A WITNESS POST,
 AN1259'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 AN1259'GROUND.
 AN1259
 AN1259                          STATION RECOVERY (1978)
 AN1259
 AN1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1259'NOT RECOVERED ON THIS DATE.
 AN1259
 AN1259                          STATION RECOVERY (1994)
 AN1259
 AN1259'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1259'MARK NOT FOUND.
 AN1259
 AN1259                          STATION RECOVERY (1999)
 AN1259
 AN1259'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2228 ***********************************************************************
 BY2228  DESIGNATION -  K 400
 BY2228  PID         -  BY2228
 BY2228  STATE/COUNTY-  TX/ANDERSON
 BY2228  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2228
 BY2228                         *CURRENT SURVEY CONTROL
 BY2228  ___________________________________________________________________
 BY2228* NAD 83(1986)-  31 48 08.     (N)    095 43 45.     (W)     SCALED    
 BY2228* NAVD 88     -       104.275  (meters)     342.11   (feet)  ADJUSTED  
 BY2228  ___________________________________________________________________
 BY2228  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BY2228  DYNAMIC HT  -         104.149 (meters)     341.70  (feet)  COMP
 BY2228  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 BY2228
 BY2228  VERT ORDER  -  SECOND    CLASS 0
 BY2228
 BY2228.The horizontal coordinates were scaled from a topographic map and have
 BY2228.an estimated accuracy of +/- 6 seconds.
 BY2228
 BY2228.The orthometric height was determined by differential leveling
 BY2228.and adjusted by the National Geodetic Survey in June 1991..
 BY2228
 BY2228.The geoid height was determined by GEOID03.
 BY2228
 BY2228.The dynamic height is computed by dividing the NAVD 88
 BY2228.geopotential number by the normal gravity value computed on the
 BY2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2228.degrees latitude (g = 980.6199 gals.).
 BY2228
 BY2228.The modeled gravity was interpolated from observed gravity values.
 BY2228
 BY2228;                    North         East    Units  Estimated Accuracy
 BY2228;SPC TX C     - 3,245,770.    1,135,860.      MT  (+/- 180 meters Scaled)
 BY2228
 BY2228                          SUPERSEDED SURVEY CONTROL
 BY2228
 BY2228  NGVD 29 (??/??/92)  104.253  (m)          342.04   (f) ADJ UNCH    2 0
 BY2228
 BY2228.Superseded values are not recommended for survey control.
 BY2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2228.See file dsdata.txt to determine how the superseded data were derived.
 BY2228
 BY2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR416217(NAD 83)
 BY2228_MARKER: DB = BENCH MARK DISK
 BY2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2228_STAMPING: K 400 1947
 BY2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2228+STABILITY: SURFACE MOTION
 BY2228
 BY2228  HISTORY     - Date     Condition        Report By
 BY2228  HISTORY     - 1947     MONUMENTED       CGS
 BY2228  HISTORY     - 1956     GOOD             NGS
 BY2228
 BY2228                          STATION DESCRIPTION
 BY2228
 BY2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2228'6.6 MI NW FROM PALESTINE.
 BY2228'6.6 MILES NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY2228'PALESTINE, 7.0 MILES SOUTHEAST OF TENNESSEE COLONY SCHOOL, 120 FEET
 BY2228'SOUTHEAST OF A FRAME HOUSE, 44 FEET NORTH OF THE CENTER LINE OF THE
 BY2228'HIGHWAY, 30 FEET EAST OF A FENCE CORNER, 2 FEET SOUTH OF A WIRE FENCE,
 BY2228'2 FEET WEST OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 BY2228'CONCRETE POST.  NOTE-- IT IS NOW 100 YARDS NORTH OF THE HIGHWAY ON AN
 BY2228'ABANDONED SECTION OF THE HIGHWAY WHICH DEAD-ENDS AT THE FARM HOUSE. IT
 BY2228'IS 0.2 MILE WEST OF A STORE.
 BY2228
 BY2228                          STATION RECOVERY (1956)
 BY2228
 BY2228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 BY2228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1765 ***********************************************************************
 BY1765  DESIGNATION -  K 402
 BY1765  PID         -  BY1765
 BY1765  STATE/COUNTY-  TX/LEON
 BY1765  USGS QUAD   -  LAKE LEON (1964)
 BY1765
 BY1765                         *CURRENT SURVEY CONTROL
 BY1765  ___________________________________________________________________
 BY1765* NAD 83(1986)-  31 25 03.     (N)    095 45 32.     (W)     SCALED    
 BY1765* NAVD 88     -        64.37   (+/-2cm)     211.2    (feet)  VERTCON   
 BY1765  ___________________________________________________________________
 BY1765  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY1765
 BY1765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1765
 BY1765.The horizontal coordinates were scaled from a topographic map and have
 BY1765.an estimated accuracy of +/- 6 seconds.
 BY1765
 BY1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1765.The vertical order pertains to the NGVD 29 superseded value.
 BY1765
 BY1765.The geoid height was determined by GEOID03.
 BY1765
 BY1765;                    North         East    Units  Estimated Accuracy
 BY1765;SPC TX C     - 3,203,030.    1,134,800.      MT  (+/- 180 meters Scaled)
 BY1765
 BY1765                          SUPERSEDED SURVEY CONTROL
 BY1765
 BY1765  NGVD 29 (??/??/92)   64.353  (m)          211.13   (f) ADJ UNCH    2 0
 BY1765
 BY1765.Superseded values are not recommended for survey control.
 BY1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1765.See file dsdata.txt to determine how the superseded data were derived.
 BY1765
 BY1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ377791(NAD 83)
 BY1765_MARKER: DB = BENCH MARK DISK
 BY1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1765_STAMPING: K 402 1947
 BY1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1765+STABILITY: SURFACE MOTION
 BY1765
 BY1765  HISTORY     - Date     Condition        Report By
 BY1765  HISTORY     - 1947     MONUMENTED       CGS
 BY1765  HISTORY     - 1964     GOOD             USGS
 BY1765
 BY1765                          STATION DESCRIPTION
 BY1765
 BY1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1765'7.0 MI E FROM NINEVEH.
 BY1765'TO REACH FROM THE POST OFFICE AT NINEVEH GO SOUTHEAST 3.5 MILES ALONG
 BY1765'A GRADED DIRT ROAD, THENCE NORTHERLY 3.5 MILES ALONG A GRADED DIRT
 BY1765'ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 100 YARDS SOUTHWEST OF A
 BY1765'WOODEN BRIDGE, 45.0 FEET NORTHEAST OF THE NORTHEAST END OF A WIRE
 BY1765'GATE, 30.6 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 BY1765'THE ROAD, 28.0 FEET SOUTHWEST OF A FENCE CORNER, 1.0 FOOT NORTHWEST OF
 BY1765'A FENCE AND 2.0 FEET SOUTHWEST OF A 4X4 IN. MARKER POST.  A BRONZE
 BY1765'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT
 BY1765'1 INCH ABOVE GROUND.
 BY1765
 BY1765                          STATION RECOVERY (1964)
 BY1765
 BY1765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0473 ***********************************************************************
 BZ0473  DESIGNATION -  K 403
 BZ0473  PID         -  BZ0473
 BZ0473  STATE/COUNTY-  TX/LEON
 BZ0473  USGS QUAD   -  SPRING SEAT (1982)
 BZ0473
 BZ0473                         *CURRENT SURVEY CONTROL
 BZ0473  ___________________________________________________________________
 BZ0473* NAD 83(1986)-  31 14 36.     (N)    096 03 43.     (W)     SCALED    
 BZ0473* NAVD 88     -       133.51   (+/-2cm)     438.0    (feet)  VERTCON   
 BZ0473  ___________________________________________________________________
 BZ0473  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BZ0473
 BZ0473  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0473
 BZ0473.The horizontal coordinates were scaled from a topographic map and have
 BZ0473.an estimated accuracy of +/- 6 seconds.
 BZ0473
 BZ0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0473.The vertical order pertains to the NGVD 29 superseded value.
 BZ0473
 BZ0473.The geoid height was determined by GEOID03.
 BZ0473
 BZ0473;                    North         East    Units  Estimated Accuracy
 BZ0473;SPC TX C     - 3,182,590.    1,106,750.      MT  (+/- 180 meters Scaled)
 BZ0473
 BZ0473                          SUPERSEDED SURVEY CONTROL
 BZ0473
 BZ0473  NGVD 29 (??/??/92)  133.480  (m)          437.93   (f) ADJ UNCH    2 0
 BZ0473
 BZ0473.Superseded values are not recommended for survey control.
 BZ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0473.See file dsdata.txt to determine how the superseded data were derived.
 BZ0473
 BZ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV798602(NAD 83)
 BZ0473_MARKER: DB = BENCH MARK DISK
 BZ0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0473_SP_SET: CULVERT
 BZ0473_STAMPING: K 403 1947
 BZ0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0473
 BZ0473  HISTORY     - Date     Condition        Report By
 BZ0473  HISTORY     - 1947     MONUMENTED       CGS
 BZ0473
 BZ0473                          STATION DESCRIPTION
 BZ0473
 BZ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0473'5.2 MI E FROM CONCORD.
 BZ0473'ABOUT 5.2 MILES EAST ALONG STATE HIGHWAY NO. 7 FROM THE CONCORD SCHOOL
 BZ0473'AT CONCORD, ABOUT 5.5 MILES WEST OF CENTERVILLE, 22.0 FEET NORTH OF
 BZ0473'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE
 BZ0473'EAST END OF THE NORTH HEADWALL OF A 6 X 8 FT. CONCRETE CULVERT. A
 BZ0473'BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1787 ***********************************************************************
 BY1787  DESIGNATION -  K 405
 BY1787  PID         -  BY1787
 BY1787  STATE/COUNTY-  TX/HOUSTON
 BY1787  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1787
 BY1787                         *CURRENT SURVEY CONTROL
 BY1787  ___________________________________________________________________
 BY1787* NAD 83(1986)-  31 27 08.     (N)    095 42 30.     (W)     SCALED    
 BY1787* NAVD 88     -        70.60   (+/-2cm)     231.6    (feet)  VERTCON   
 BY1787  ___________________________________________________________________
 BY1787  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BY1787
 BY1787  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1787
 BY1787.The horizontal coordinates were scaled from a topographic map and have
 BY1787.an estimated accuracy of +/- 6 seconds.
 BY1787
 BY1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1787.The vertical order pertains to the NGVD 29 superseded value.
 BY1787
 BY1787.The geoid height was determined by GEOID03.
 BY1787
 BY1787;                    North         East    Units  Estimated Accuracy
 BY1787;SPC TX C     - 3,207,080.    1,139,440.      MT  (+/- 180 meters Scaled)
 BY1787
 BY1787                          SUPERSEDED SURVEY CONTROL
 BY1787
 BY1787  NGVD 29 (??/??/92)   70.586  (m)          231.58   (f) ADJ UNCH    2 0
 BY1787
 BY1787.Superseded values are not recommended for survey control.
 BY1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1787.See file dsdata.txt to determine how the superseded data were derived.
 BY1787
 BY1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ426828(NAD 83)
 BY1787_MARKER: DB = BENCH MARK DISK
 BY1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1787_STAMPING: K 405 1947
 BY1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1787+STABILITY: SURFACE MOTION
 BY1787
 BY1787  HISTORY     - Date     Condition        Report By
 BY1787  HISTORY     - 1947     MONUMENTED       CGS
 BY1787
 BY1787                          STATION DESCRIPTION
 BY1787
 BY1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1787'18.9 MI W FROM GRAPELAND.
 BY1787'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1787'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY
 BY1787'13.6 MILES ALONG A GRADED DIRT ROAD, THENCE NORTHWESTERLY 4.3 MILES
 BY1787'ALONG A GRADED DIRT ROAD, THENCE WEST 1.0 MILE ALONG A GRADED DIRT
 BY1787'ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 0.1 MILE EAST OF THE TRINITY
 BY1787'RIVER, 26.0 FEET NORTHEAST OF THE NORTH END OF A STEEL GATE, 16.2 FEET
 BY1787'EAST OF A NORTH-SOUTH FENCE LINE, 2.0 FEET SOUTH OF AN EAST-WEST FENCE
 BY1787'LINE AND 1.5 FEET WEST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK
 BY1787'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 BY1787'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2164 ***********************************************************************
 BY2164  DESIGNATION -  K 406
 BY2164  PID         -  BY2164
 BY2164  STATE/COUNTY-  TX/ANDERSON
 BY2164  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2164
 BY2164                         *CURRENT SURVEY CONTROL
 BY2164  ___________________________________________________________________
 BY2164* NAD 83(1986)-  31 38 38.     (N)    095 39 27.     (W)     SCALED    
 BY2164* NAVD 88     -        96.84   (+/-2cm)     317.7    (feet)  VERTCON   
 BY2164  ___________________________________________________________________
 BY2164  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BY2164
 BY2164  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2164
 BY2164.The horizontal coordinates were scaled from a topographic map and have
 BY2164.an estimated accuracy of +/- 6 seconds.
 BY2164
 BY2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2164.The vertical order pertains to the NGVD 29 superseded value.
 BY2164
 BY2164.The geoid height was determined by GEOID03.
 BY2164
 BY2164;                    North         East    Units  Estimated Accuracy
 BY2164;SPC TX C     - 3,228,510.    1,143,380.      MT  (+/- 180 meters Scaled)
 BY2164
 BY2164                          SUPERSEDED SURVEY CONTROL
 BY2164
 BY2164  NGVD 29 (??/??/92)   96.824  (m)          317.66   (f) ADJ UNCH    2 0
 BY2164
 BY2164.Superseded values are not recommended for survey control.
 BY2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2164.See file dsdata.txt to determine how the superseded data were derived.
 BY2164
 BY2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR479040(NAD 83)
 BY2164_MARKER: DB = BENCH MARK DISK
 BY2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2164_STAMPING: K 406 1947
 BY2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2164+STABILITY: SURFACE MOTION
 BY2164
 BY2164  HISTORY     - Date     Condition        Report By
 BY2164  HISTORY     - 1947     MONUMENTED       CGS
 BY2164
 BY2164                          STATION DESCRIPTION
 BY2164
 BY2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2164'5.5 MI W FROM ELKHART.
 BY2164'ABOUT 5.5 MILES WEST ALONG STATE HIGHWAY NO.294 FROM THE ELKHART STATE
 BY2164'BANK AT ELKHART, ABOUT 120 YARDS NORTHWEST OF A FARMHOUSE, 112.3 FEET
 BY2164'WEST OF THE WEST END OF A BOARD GATE, 50.3 FEET NORTH OF AND ABOUT 2.0
 BY2164'FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF A
 BY2164'FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST. A BRONZE BENCH
 BY2164'MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1801 ***********************************************************************
 BY1801  DESIGNATION -  K 407
 BY1801  PID         -  BY1801
 BY1801  STATE/COUNTY-  TX/HOUSTON
 BY1801  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1801
 BY1801                         *CURRENT SURVEY CONTROL
 BY1801  ___________________________________________________________________
 BY1801* NAD 83(1986)-  31 20 45.     (N)    095 30 45.     (W)     SCALED    
 BY1801* NAVD 88     -        73.88   (+/-2cm)     242.4    (feet)  VERTCON   
 BY1801  ___________________________________________________________________
 BY1801  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY1801
 BY1801  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1801
 BY1801.The horizontal coordinates were scaled from a topographic map and have
 BY1801.an estimated accuracy of +/- 6 seconds.
 BY1801
 BY1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1801.The vertical order pertains to the NGVD 29 superseded value.
 BY1801
 BY1801.The geoid height was determined by GEOID03.
 BY1801
 BY1801;                    North         East    Units  Estimated Accuracy
 BY1801;SPC TX C     - 3,196,080.    1,158,550.      MT  (+/- 180 meters Scaled)
 BY1801
 BY1801                          SUPERSEDED SURVEY CONTROL
 BY1801
 BY1801  NGVD 29 (??/??/92)   73.866  (m)          242.34   (f) ADJ UNCH    2 0
 BY1801
 BY1801.Superseded values are not recommended for survey control.
 BY1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1801.See file dsdata.txt to determine how the superseded data were derived.
 BY1801
 BY1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ609706(NAD 83)
 BY1801_MARKER: DB = BENCH MARK DISK
 BY1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1801_STAMPING: K 407 1947
 BY1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1801+STABILITY: SURFACE MOTION
 BY1801
 BY1801  HISTORY     - Date     Condition        Report By
 BY1801  HISTORY     - 1947     MONUMENTED       CGS
 BY1801
 BY1801                          STATION DESCRIPTION
 BY1801
 BY1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1801'4.2 MI NW FROM CROCKETT.
 BY1801'TO REACH FROM THE COURT HOUSE AT CROCKETT GO NORTH 0.2 MILE ALONG U.S.
 BY1801'HIGHWAY NO.287, THENCE WEST 0.5 MILE ALONG PEASE STREET, THENCE
 BY1801'NORTHWESTERLY 3.5 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 BY1801'BENCH MARK IS 33.4 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER
 BY1801'LINE OF THE ROAD, 10.9 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD
 BY1801'LEADING WEST, 4.3 FEET SOUTH OF THE SOUTH END OF A BOARD GATE, 1.5
 BY1801'FEET SOUTHWEST OF A FENCE AND 1.0 FOOT NORTH OF A 4X4 IN. MARKER POST.
 BY1801'A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1801'PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0558 ***********************************************************************
 CS0558  DESIGNATION -  K 408
 CS0558  PID         -  CS0558
 CS0558  STATE/COUNTY-  TX/NAVARRO
 CS0558  USGS QUAD   -  CORSICANA (1978)
 CS0558
 CS0558                         *CURRENT SURVEY CONTROL
 CS0558  ___________________________________________________________________
 CS0558* NAD 83(1986)-  32 07 01.     (N)    096 27 54.     (W)     SCALED    
 CS0558* NAVD 88     -       136.452  (meters)     447.68   (feet)  ADJUSTED  
 CS0558  ___________________________________________________________________
 CS0558  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0558  DYNAMIC HT  -         136.293 (meters)     447.15  (feet)  COMP
 CS0558  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 CS0558
 CS0558  VERT ORDER  -  SECOND    CLASS 0
 CS0558
 CS0558.The horizontal coordinates were scaled from a topographic map and have
 CS0558.an estimated accuracy of +/- 6 seconds.
 CS0558
 CS0558.The orthometric height was determined by differential leveling
 CS0558.and adjusted by the National Geodetic Survey in June 1991..
 CS0558
 CS0558.The geoid height was determined by GEOID03.
 CS0558
 CS0558.The dynamic height is computed by dividing the NAVD 88
 CS0558.geopotential number by the normal gravity value computed on the
 CS0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0558.degrees latitude (g = 980.6199 gals.).
 CS0558
 CS0558.The modeled gravity was interpolated from observed gravity values.
 CS0558
 CS0558;                    North         East    Units  Estimated Accuracy
 CS0558;SPC TXNC     - 2,051,790.      792,040.      MT  (+/- 180 meters Scaled)
 CS0558
 CS0558                          SUPERSEDED SURVEY CONTROL
 CS0558
 CS0558  NGVD 29 (??/??/92)  136.444  (m)          447.65   (f) ADJ UNCH    2 0
 CS0558
 CS0558.Superseded values are not recommended for survey control.
 CS0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0558.See file dsdata.txt to determine how the superseded data were derived.
 CS0558
 CS0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA391562(NAD 83)
 CS0558_MARKER: DB = BENCH MARK DISK
 CS0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0558_STAMPING: K 408 1947
 CS0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0558+STABILITY: SURFACE MOTION
 CS0558
 CS0558  HISTORY     - Date     Condition        Report By
 CS0558  HISTORY     - 1947     MONUMENTED       CGS
 CS0558
 CS0558                          STATION DESCRIPTION
 CS0558
 CS0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0558'1.6 MI N FROM CORSICANA.
 CS0558'1.6 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF U.S.
 CS0558'HIGHWAY NO. 75 AND STATE HIGHWAY NO. 31 AT CORSICANA, AT CORSICANA 75
 CS0558'AIRPORT, AT THE MAIN HANGAR, 144.5 FEET WEST OF THE CENTER OF THE
 CS0558'HIGHWAY, 2.8 FEET NORTH OF THE NORTHEAST CORNER OF THE EAST END OF THE
 CS0558'CONCRETE BASE FOR THE RAILING OF THE SOUTH DOOR OF THE HANGAR, 2.3
 CS0558'FEET SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST PROJECTING 0.4
 CS0558'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0653 ***********************************************************************
 CS0653  DESIGNATION -  K 409
 CS0653  PID         -  CS0653
 CS0653  STATE/COUNTY-  TX/NAVARRO
 CS0653  USGS QUAD   -  POWELL (1959)
 CS0653
 CS0653                         *CURRENT SURVEY CONTROL
 CS0653  ___________________________________________________________________
 CS0653* NAD 83(1986)-  32 01 31.     (N)    096 20 01.     (W)     SCALED    
 CS0653* NAVD 88     -       126.627  (meters)     415.44   (feet)  ADJUSTED  
 CS0653  ___________________________________________________________________
 CS0653  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0653  DYNAMIC HT  -         126.478 (meters)     414.95  (feet)  COMP
 CS0653  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 CS0653
 CS0653  VERT ORDER  -  SECOND    CLASS 0
 CS0653
 CS0653.The horizontal coordinates were scaled from a topographic map and have
 CS0653.an estimated accuracy of +/- 6 seconds.
 CS0653
 CS0653.The orthometric height was determined by differential leveling
 CS0653.and adjusted by the National Geodetic Survey in June 1991..
 CS0653
 CS0653.The geoid height was determined by GEOID03.
 CS0653
 CS0653.The dynamic height is computed by dividing the NAVD 88
 CS0653.geopotential number by the normal gravity value computed on the
 CS0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0653.degrees latitude (g = 980.6199 gals.).
 CS0653
 CS0653.The modeled gravity was interpolated from observed gravity values.
 CS0653
 CS0653;                    North         East    Units  Estimated Accuracy
 CS0653;SPC TXNC     - 2,041,880.      804,650.      MT  (+/- 180 meters Scaled)
 CS0653
 CS0653                          SUPERSEDED SURVEY CONTROL
 CS0653
 CS0653  NGVD 29 (??/??/92)  126.620  (m)          415.42   (f) ADJ UNCH    2 0
 CS0653
 CS0653.Superseded values are not recommended for survey control.
 CS0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0653.See file dsdata.txt to determine how the superseded data were derived.
 CS0653
 CS0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA518463(NAD 83)
 CS0653_MARKER: DB = BENCH MARK DISK
 CS0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0653_STAMPING: K 409 1947
 CS0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0653+STABILITY: SURFACE MOTION
 CS0653
 CS0653  HISTORY     - Date     Condition        Report By
 CS0653  HISTORY     - 1947     MONUMENTED       CGS
 CS0653
 CS0653                          STATION DESCRIPTION
 CS0653
 CS0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0653'9.1 MI SE FROM CORSICANA.
 CS0653'9.1 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 287 FROM THE POST OFFICE AT
 CS0653'CORSICANA, 2.25 MILES WEST OF THE POST OFFICE AT EUREKA, 106.0 FEET
 CS0653'EAST OF THE CENTER OF A PRIVATE DRIVE WAY LEADING NORTH TO A FARM
 CS0653'HOUSE, 49.5 FEET NORTH OF THE CENTER OF THE HIGHWAY, 3.5 FEET WEST OF
 CS0653'A REFERENCE POST, 2.5 FEET SOUTHEAST OF A FENCE CORNER POST, SET IN A
 CS0653'CONCRETE POST ABOUT 2 FEET BELOW THE HIGHWAY AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0512 ***********************************************************************
 AN0512  DESIGNATION -  K 41
 AN0512  PID         -  AN0512
 AN0512  STATE/COUNTY-  TX/JACKSON
 AN0512  USGS QUAD   -  LA SALLE (1995)
 AN0512
 AN0512                         *CURRENT SURVEY CONTROL
 AN0512  ___________________________________________________________________
 AN0512* NAD 83(1986)-  28 48 07.     (N)    096 39 15.     (W)     SCALED    
 AN0512* NAVD 88     -         9.481  (meters)      31.11   (feet)  ADJUSTED  
 AN0512  ___________________________________________________________________
 AN0512  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AN0512  DYNAMIC HT  -           9.468 (meters)      31.06  (feet)  COMP
 AN0512  MODELED GRAV-     979,204.4   (mgal)                       NAVD 88
 AN0512
 AN0512  VERT ORDER  -  FIRST     CLASS I
 AN0512
 AN0512.The horizontal coordinates were scaled from a topographic map and have
 AN0512.an estimated accuracy of +/- 6 seconds.
 AN0512
 AN0512.The orthometric height was determined by differential leveling
 AN0512.and adjusted by the National Geodetic Survey in June 1991..
 AN0512
 AN0512.The geoid height was determined by GEOID03.
 AN0512
 AN0512.The dynamic height is computed by dividing the NAVD 88
 AN0512.geopotential number by the normal gravity value computed on the
 AN0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0512.degrees latitude (g = 980.6199 gals.).
 AN0512
 AN0512.The modeled gravity was interpolated from observed gravity values.
 AN0512
 AN0512;                    North         East    Units  Estimated Accuracy
 AN0512;SPC TXSC     - 4,109,650.      828,970.      MT  (+/- 180 meters Scaled)
 AN0512
 AN0512                          SUPERSEDED SURVEY CONTROL
 AN0512
 AN0512  NGVD 29 (??/??/92)    9.599  (m)           31.49   (f) ADJ UNCH    1 1
 AN0512
 AN0512.Superseded values are not recommended for survey control.
 AN0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0512.See file dsdata.txt to determine how the superseded data were derived.
 AN0512
 AN0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS289883(NAD 83)
 AN0512_MARKER: DB = BENCH MARK DISK
 AN0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0512_STAMPING: K 41 1918 ELEV 31.667 FT
 AN0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0512+STABILITY: SURFACE MOTION
 AN0512
 AN0512  HISTORY     - Date     Condition        Report By
 AN0512  HISTORY     - 1918     MONUMENTED       CGS
 AN0512  HISTORY     - 1972     GOOD             NGS
 AN0512  HISTORY     - 1973     GOOD             NGS
 AN0512  HISTORY     - 1978     GOOD             NGS
 AN0512  HISTORY     - 1990     GOOD             USPSQD
 AN0512
 AN0512                          STATION DESCRIPTION
 AN0512
 AN0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0512'1.2 MI NE FROM LA SALLE.
 AN0512'ABOUT 1.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0512'CROSSING OF A PAVED ROAD AT LA SALLE, 0.4 MILE NORTHEAST OF MILEPOST
 AN0512'237, 0.2 MILE NORTHEAST OF FARM-TO-MARKET ROAD 616 BRIDGE OVER VENADO
 AN0512'CREEK, 46 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 42 1/2
 AN0512'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 1.2 FEET NORTHEAST
 AN0512'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 5 FEET BELOW
 AN0512'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 AN0512'PROJECTS 6 INCHES.  NOTE-- THE CONCRETE POST WAS FOUND LEANING AND WAS
 AN0512'STRAIGHTENED AND REINFORCED BY THIS PARTY IN 1972.
 AN0512
 AN0512                          STATION RECOVERY (1973)
 AN0512
 AN0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0512'RECOVERED IN GOOD CONDITION.
 AN0512
 AN0512                          STATION RECOVERY (1978)
 AN0512
 AN0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0512'RECOVERED IN GOOD CONDITION.
 AN0512
 AN0512                          STATION RECOVERY (1990)
 AN0512
 AN0512'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0348 ***********************************************************************
 BZ0348  DESIGNATION -  K 410
 BZ0348  PID         -  BZ0348
 BZ0348  STATE/COUNTY-  TX/FREESTONE
 BZ0348  USGS QUAD   -  YOUNG (1982)
 BZ0348
 BZ0348                         *CURRENT SURVEY CONTROL
 BZ0348  ___________________________________________________________________
 BZ0348* NAD 83(1986)-  31 48 06.     (N)    096 00 10.     (W)     SCALED    
 BZ0348* NAVD 88     -       118.891  (meters)     390.06   (feet)  ADJUSTED  
 BZ0348  ___________________________________________________________________
 BZ0348  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BZ0348  DYNAMIC HT  -         118.749 (meters)     389.60  (feet)  COMP
 BZ0348  MODELED GRAV-     979,446.1   (mgal)                       NAVD 88
 BZ0348
 BZ0348  VERT ORDER  -  SECOND    CLASS 0
 BZ0348
 BZ0348.The horizontal coordinates were scaled from a topographic map and have
 BZ0348.an estimated accuracy of +/- 6 seconds.
 BZ0348
 BZ0348.The orthometric height was determined by differential leveling
 BZ0348.and adjusted by the National Geodetic Survey in June 1991..
 BZ0348
 BZ0348.The geoid height was determined by GEOID03.
 BZ0348
 BZ0348.The dynamic height is computed by dividing the NAVD 88
 BZ0348.geopotential number by the normal gravity value computed on the
 BZ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0348.degrees latitude (g = 980.6199 gals.).
 BZ0348
 BZ0348.The modeled gravity was interpolated from observed gravity values.
 BZ0348
 BZ0348;                    North         East    Units  Estimated Accuracy
 BZ0348;SPC TX C     - 3,244,670.    1,109,970.      MT  (+/- 180 meters Scaled)
 BZ0348
 BZ0348                          SUPERSEDED SURVEY CONTROL
 BZ0348
 BZ0348  NGVD 29 (??/??/92)  118.879  (m)          390.02   (f) ADJ UNCH    2 0
 BZ0348
 BZ0348.Superseded values are not recommended for survey control.
 BZ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0348.See file dsdata.txt to determine how the superseded data were derived.
 BZ0348
 BZ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA837223(NAD 83)
 BZ0348_MARKER: DB = BENCH MARK DISK
 BZ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0348_STAMPING: K 410 1947
 BZ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0348+STABILITY: SURFACE MOTION
 BZ0348
 BZ0348  HISTORY     - Date     Condition        Report By
 BZ0348  HISTORY     - 1947     MONUMENTED       CGS
 BZ0348
 BZ0348                          STATION DESCRIPTION
 BZ0348
 BZ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0348'10.95 MI NE FROM TURLINGTON.
 BZ0348'TO REACH FROM THE TURLINGTON GROCERY STORE AT TURLINGTON, PROCEED 0.2
 BZ0348'MILE EAST ALONG U.S. HIGHWY NO. 84, THENCE 5.0 MILES NORTHEAST AND 1.9
 BZ0348'MILE NORTH ALONG A DIRT ROAD, THENCE 1.3 MILE EAST AND 2.55 MILES
 BZ0348'NORTH ALONG A ONE TRACK DIRT ROAD, BENCH MARK IS 350.0 FEET SOUTH OF A
 BZ0348'POINT WHERE THE ROAD CROSSES A WASH, 63.0 FEET NORTH OF THE CENTER OF
 BZ0348'A DIM ONE TRACK DIRT ROAD WHICH LEADS NORTHEAST THROUGH A WIRE GATE IN
 BZ0348'A NORTH-SOUTH FENCE, 16.0 FEET EAST OF THE CENTER OF THE ROAD, 2.0
 BZ0348'FEET SOUTH OF A REFERENCE POST, 1.0 FOOT WEST OF A NORTH-SOUTH FENCE
 BZ0348'LINE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BZ0348'PROJECTING 0.4 FOOT.  NOTE -- THIS BENCH MARK IS ALSO 1.9 MILE SOUTH
 BZ0348'ALONG A DIRT ROAD, 4.4 MILES EAST ALONG THE COOK LAKE ROAD AND 0.8
 BZ0348'MILE SOUTH THROUGH A WOODEN GATE AND ALONG A ONE TRACK DIRT ROAD FROM
 BZ0348'THE GENERAL STORE AT YOUNG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0293 ***********************************************************************
 BZ0293  DESIGNATION -  K 411
 BZ0293  PID         -  BZ0293
 BZ0293  STATE/COUNTY-  TX/FREESTONE
 BZ0293  USGS QUAD   -  WINKLER (1982)
 BZ0293
 BZ0293                         *CURRENT SURVEY CONTROL
 BZ0293  ___________________________________________________________________
 BZ0293* NAD 83(1986)-  31 54 39.     (N)    096 09 47.     (W)     SCALED    
 BZ0293* NAVD 88     -       106.195  (meters)     348.41   (feet)  ADJUSTED  
 BZ0293  ___________________________________________________________________
 BZ0293  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 BZ0293  DYNAMIC HT  -         106.070 (meters)     348.00  (feet)  COMP
 BZ0293  MODELED GRAV-     979,465.7   (mgal)                       NAVD 88
 BZ0293
 BZ0293  VERT ORDER  -  SECOND    CLASS 0
 BZ0293
 BZ0293.The horizontal coordinates were scaled from a topographic map and have
 BZ0293.an estimated accuracy of +/- 6 seconds.
 BZ0293
 BZ0293.The orthometric height was determined by differential leveling
 BZ0293.and adjusted by the National Geodetic Survey in June 1991..
 BZ0293
 BZ0293.The geoid height was determined by GEOID03.
 BZ0293
 BZ0293.The dynamic height is computed by dividing the NAVD 88
 BZ0293.geopotential number by the normal gravity value computed on the
 BZ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0293.degrees latitude (g = 980.6199 gals.).
 BZ0293
 BZ0293.The modeled gravity was interpolated from observed gravity values.
 BZ0293
 BZ0293;                    North         East    Units  Estimated Accuracy
 BZ0293;SPC TX C     - 3,256,180.    1,094,350.      MT  (+/- 180 meters Scaled)
 BZ0293
 BZ0293                          SUPERSEDED SURVEY CONTROL
 BZ0293
 BZ0293  NGVD 29 (??/??/92)  106.185  (m)          348.38   (f) ADJ UNCH    2 0
 BZ0293
 BZ0293.Superseded values are not recommended for survey control.
 BZ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0293.See file dsdata.txt to determine how the superseded data were derived.
 BZ0293
 BZ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA682340(NAD 83)
 BZ0293_MARKER: DB = BENCH MARK DISK
 BZ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0293_STAMPING: K 411 1947
 BZ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0293+STABILITY: SURFACE MOTION
 BZ0293
 BZ0293  HISTORY     - Date     Condition        Report By
 BZ0293  HISTORY     - 1947     MONUMENTED       CGS
 BZ0293  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0293
 BZ0293                          STATION DESCRIPTION
 BZ0293
 BZ0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0293'5.0 MI SE FROM WINKLER.
 BZ0293'1.8 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT WINKLER,
 BZ0293'THENCE 0.8 MILE SOUTHEAST ALONG THE OLD ST.ELMO-STEWARDS MILL ROAD,
 BZ0293'THENCE 0.4 MILE NORTHEAST ALONG THE OLD ST. ELMO-STEWARDS MILL ROAD,
 BZ0293'THENCE 0.9 MILE SOUTHEAST ALONG THE OLD ST. ELMO-STEWARDS MILL ROAD,
 BZ0293'THENCE 0.1 MILE SOUTHEAST ALONG AN OLD ABANDONED ROAD, THENCE 0.4 MILE
 BZ0293'SOUTHWEST ALONG AN OLD ABANDONED ROAD, THENCE 0.6 MILE SOUTH ALONG AN
 BZ0293'OLD ABANDONED ROAD, AT THE TOP OF A PROMINENT HILL, 0.1 MILE SOUTH OF
 BZ0293'THE JOHNSON-KNIGHT PROPERTY LINE FENCE, 60 FEET NORTHEAST OF AND
 BZ0293'ACROSS THE ROAD FROM A RAILROAD SPIKE DRIVEN IN A TRIANGULAR BLAZE ON
 BZ0293'A 20 INCH OAK TREE, 44 FEET NORTH OF A RAILROAD SPIKE DRIVEN IN A
 BZ0293'TRIANGULAR BLAZE ON A 24 INCH OAK TREE, 23 FEET EAST OF THE CENTER
 BZ0293'LINE OF THE OLD ROAD RIGHT OF WAY, 20 FEET SOUTH OF A RAILROAD SPIKE
 BZ0293'DRIVEN IN A TRIANGULAR BLAZE ON AN 18 INCH OAK TREE, 1 FOOT SOUTH OF A
 BZ0293'4X4 MARKER POST, A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0293'PROJECTS 2 INCHES ABOVE THE GROUND.
 BZ0293
 BZ0293                          STATION RECOVERY (2002)
 BZ0293
 BZ0293'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1157 ***********************************************************************
 BL1157  DESIGNATION -  K 412
 BL1157  PID         -  BL1157
 BL1157  STATE/COUNTY-  TX/SAN JACINTO
 BL1157  USGS QUAD   -  COLDSPRING (1997)
 BL1157
 BL1157                         *CURRENT SURVEY CONTROL
 BL1157  ___________________________________________________________________
 BL1157* NAD 83(1986)-  30 31 30.     (N)    095 13 05.     (W)     SCALED    
 BL1157* NAVD 88     -        95.91   (+/-2cm)     314.7    (feet)  VERTCON   
 BL1157  ___________________________________________________________________
 BL1157  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BL1157
 BL1157  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1157
 BL1157.The horizontal coordinates were scaled from a topographic map and have
 BL1157.an estimated accuracy of +/- 6 seconds.
 BL1157
 BL1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1157.The vertical order pertains to the NGVD 29 superseded value.
 BL1157
 BL1157.The geoid height was determined by GEOID03.
 BL1157
 BL1157;                    North         East    Units  Estimated Accuracy
 BL1157;SPC TX C     - 3,106,440.    1,190,720.      MT  (+/- 180 meters Scaled)
 BL1157
 BL1157                          SUPERSEDED SURVEY CONTROL
 BL1157
 BL1157  NGVD 29 (??/??/92)   95.919  (m)          314.69   (f) ADJ UNCH    2 0
 BL1157
 BL1157.Superseded values are not recommended for survey control.
 BL1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1157.See file dsdata.txt to determine how the superseded data were derived.
 BL1157
 BL1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP871790(NAD 83)
 BL1157_MARKER: DB = BENCH MARK DISK
 BL1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1157_STAMPING: K 412 1947
 BL1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1157+STABILITY: SURFACE MOTION
 BL1157
 BL1157  HISTORY     - Date     Condition        Report By
 BL1157  HISTORY     - 1947     MONUMENTED       CGS
 BL1157  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL1157
 BL1157                          STATION DESCRIPTION
 BL1157
 BL1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1157'2.9 MI S FROM EVERGREEN.
 BL1157'2.9 MILES SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215 FROM THE
 BL1157'POST OFFICE AT EVERGREEN, 90.0 FEET SOUTHEAST OF THE JUNCTION OF THE
 BL1157'CENTER LINES OF THE HIGHWAY AND A ROAD LEADING NORTHEAST, 33.0 FEET
 BL1157'SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 18.7 FEET
 BL1157'NORTHEAST OF A 12 INCH PINE TREE, 2.0 FEET NORTHWEST OF A WITNESS
 BL1157'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 BL1157'THE GROUND.
 BL1157
 BL1157                          STATION RECOVERY (1960)
 BL1157
 BL1157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0316 ***********************************************************************
 BZ0316  DESIGNATION -  K 413
 BZ0316  PID         -  BZ0316
 BZ0316  STATE/COUNTY-  TX/FREESTONE
 BZ0316  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0316
 BZ0316                         *CURRENT SURVEY CONTROL
 BZ0316  ___________________________________________________________________
 BZ0316* NAD 83(1986)-  31 50 35.     (N)    096 10 40.     (W)     SCALED    
 BZ0316* NAVD 88     -       117.569  (meters)     385.72   (feet)  ADJUSTED  
 BZ0316  ___________________________________________________________________
 BZ0316  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 BZ0316  DYNAMIC HT  -         117.430 (meters)     385.27  (feet)  COMP
 BZ0316  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 BZ0316
 BZ0316  VERT ORDER  -  SECOND    CLASS 0
 BZ0316
 BZ0316.The horizontal coordinates were scaled from a topographic map and have
 BZ0316.an estimated accuracy of +/- 6 seconds.
 BZ0316
 BZ0316.The orthometric height was determined by differential leveling
 BZ0316.and adjusted by the National Geodetic Survey in June 1991..
 BZ0316
 BZ0316.The geoid height was determined by GEOID03.
 BZ0316
 BZ0316.The dynamic height is computed by dividing the NAVD 88
 BZ0316.geopotential number by the normal gravity value computed on the
 BZ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0316.degrees latitude (g = 980.6199 gals.).
 BZ0316
 BZ0316.The modeled gravity was interpolated from observed gravity values.
 BZ0316
 BZ0316;                    North         East    Units  Estimated Accuracy
 BZ0316;SPC TX C     - 3,248,620.    1,093,240.      MT  (+/- 180 meters Scaled)
 BZ0316
 BZ0316                          SUPERSEDED SURVEY CONTROL
 BZ0316
 BZ0316  NGVD 29 (??/??/92)  117.555  (m)          385.68   (f) ADJ UNCH    2 0
 BZ0316
 BZ0316.Superseded values are not recommended for survey control.
 BZ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0316.See file dsdata.txt to determine how the superseded data were derived.
 BZ0316
 BZ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA670265(NAD 83)
 BZ0316_MARKER: DB = BENCH MARK DISK
 BZ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0316_STAMPING: K 413 1947
 BZ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0316+STABILITY: SURFACE MOTION
 BZ0316
 BZ0316  HISTORY     - Date     Condition        Report By
 BZ0316  HISTORY     - 1947     MONUMENTED       CGS
 BZ0316  HISTORY     - 1963     GOOD             USGS
 BZ0316  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0316
 BZ0316                          STATION DESCRIPTION
 BZ0316
 BZ0316'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BZ0316'2.4 MI NE FROM STEWARDS MILL.
 BZ0316'TO REACH FROM THE CROSS ROADS AT STEWARDS MILL PROCEED 2.4 MILES
 BZ0316'NORTHEAST ALONG A PAVED ROAD.  BM IS IN THE TIMBER ABOUT 275 FEET
 BZ0316'NORTH OF THE CENTER OF A CURVE IN THE HIGHWAY, 33 FEET NORTH OF THE
 BZ0316'CENTER LINE OF A CURVE IN A DIRT ROAD, 23 FEET EAST OF THE EDGE OF A
 BZ0316'TIMBERLINE AND 11 FEET EAST OF A 30 INCH OAK TREE BEING USED AS A
 BZ0316'FENCE CORNER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 BZ0316'WHICH IS FLUSH WITH THE GROUND.
 BZ0316
 BZ0316                          STATION RECOVERY (2002)
 BZ0316
 BZ0316'RECOVERY NOTE BY US POWER SQUADRON 2002 (BS)
 BZ0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1974 ***********************************************************************
 BY1974  DESIGNATION -  K 414
 BY1974  PID         -  BY1974
 BY1974  STATE/COUNTY-  TX/HOUSTON
 BY1974  USGS QUAD   -  PEARSONS CHAPEL (1964)
 BY1974
 BY1974                         *CURRENT SURVEY CONTROL
 BY1974  ___________________________________________________________________
 BY1974* NAD 83(1986)-  31 10 29.     (N)    095 37 20.     (W)     SCALED    
 BY1974* NAVD 88     -        62.12   (+/-2cm)     203.8    (feet)  VERTCON   
 BY1974  ___________________________________________________________________
 BY1974  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BY1974
 BY1974  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1974
 BY1974.The horizontal coordinates were scaled from a topographic map and have
 BY1974.an estimated accuracy of +/- 6 seconds.
 BY1974
 BY1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1974.The vertical order pertains to the NGVD 29 superseded value.
 BY1974
 BY1974.The geoid height was determined by GEOID03.
 BY1974
 BY1974;                    North         East    Units  Estimated Accuracy
 BY1974;SPC TX C     - 3,176,680.    1,148,920.      MT  (+/- 180 meters Scaled)
 BY1974
 BY1974                          SUPERSEDED SURVEY CONTROL
 BY1974
 BY1974  NGVD 29 (??/??/92)   62.124  (m)          203.82   (f) ADJ UNCH    2 0
 BY1974
 BY1974.Superseded values are not recommended for survey control.
 BY1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1974.See file dsdata.txt to determine how the superseded data were derived.
 BY1974
 BY1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ500519(NAD 83)
 BY1974_MARKER: DB = BENCH MARK DISK
 BY1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1974_STAMPING: K 414 1947
 BY1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1974+STABILITY: SURFACE MOTION
 BY1974
 BY1974  HISTORY     - Date     Condition        Report By
 BY1974  HISTORY     - 1947     MONUMENTED       CGS
 BY1974  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY1974
 BY1974                          STATION DESCRIPTION
 BY1974
 BY1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1974'1.5 MI SE FROM AUSTONIO.
 BY1974'1.5 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1974'AUSTONIO, 450 FEET SOUTHEAST OF THE SOUTHEAST END OF A LONG WOODEN
 BY1974'BRIDGE OVER CANEY CREEK FLAT, 109 FEET SOUTHEAST OF THE CENTER LINE OF
 BY1974'A DIM ROAD LEADING NORTHEAST, 46 FEET NORTHEAST OF THE CENTER LINE OF
 BY1974'THE MAIN ROAD, 12 FEET NORTHEAST OF THE NORTHEAST RIGHT OF WAY FENCE,
 BY1974'2 FEET NORTHWEST OF A 4X4 MARKER POST, AT THE FOOT OF A STEEP HILL, A
 BY1974'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 BY1974'THE GROUND.
 BY1974
 BY1974                          STATION RECOVERY (1963)
 BY1974
 BY1974'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY1974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1834 ***********************************************************************
 BY1834  DESIGNATION -  K 415
 BY1834  PID         -  BY1834
 BY1834  STATE/COUNTY-  TX/LEON
 BY1834  USGS QUAD   -  HALLS BLUFF (1972)
 BY1834
 BY1834                         *CURRENT SURVEY CONTROL
 BY1834  ___________________________________________________________________
 BY1834* NAD 83(1986)-  31 20 08.     (N)    095 42 15.     (W)     SCALED    
 BY1834* NAVD 88     -        63.64   (+/-2cm)     208.8    (feet)  VERTCON   
 BY1834  ___________________________________________________________________
 BY1834  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BY1834
 BY1834  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1834
 BY1834.The horizontal coordinates were scaled from a topographic map and have
 BY1834.an estimated accuracy of +/- 6 seconds.
 BY1834
 BY1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1834.The vertical order pertains to the NGVD 29 superseded value.
 BY1834
 BY1834.The geoid height was determined by GEOID03.
 BY1834
 BY1834;                    North         East    Units  Estimated Accuracy
 BY1834;SPC TX C     - 3,194,170.    1,140,380.      MT  (+/- 180 meters Scaled)
 BY1834
 BY1834                          SUPERSEDED SURVEY CONTROL
 BY1834
 BY1834  NGVD 29 (??/??/92)   63.634  (m)          208.77   (f) ADJ UNCH    2 0
 BY1834
 BY1834.Superseded values are not recommended for survey control.
 BY1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1834.See file dsdata.txt to determine how the superseded data were derived.
 BY1834
 BY1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ427699(NAD 83)
 BY1834_MARKER: DB = BENCH MARK DISK
 BY1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1834_STAMPING: K 415 1947
 BY1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1834+STABILITY: SURFACE MOTION
 BY1834
 BY1834  HISTORY     - Date     Condition        Report By
 BY1834  HISTORY     - 1947     MONUMENTED       CGS
 BY1834
 BY1834                          STATION DESCRIPTION
 BY1834
 BY1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1834'16.8 MI W FROM CROCKETT.
 BY1834'TO REACH FROM THE COURT HOUSE AT CROCKETT GO WEST 16.8 MILES ALONG
 BY1834'STATE HIGHWAY NO.7 TO SITE OF MARK, BENCH MARK IS ABOUT 170 YARDS
 BY1834'SOUTHEAST OF A FARMHOUSE, 52.0 FEET NORTH OF AND ABOUT 2.0 FEET HIGHER
 BY1834'THAN THE CENTER LINE OF THE HIGHWAY, 13.6 FEET NORTHEAST OF A SIXTEEN
 BY1834'INCH OAK TREE, 8.4 FEET EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A
 BY1834'FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH
 BY1834'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 BY1834'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1743 ***********************************************************************
 BY1743  DESIGNATION -  K 417
 BY1743  PID         -  BY1743
 BY1743  STATE/COUNTY-  TX/LEON
 BY1743  USGS QUAD   -  CENTERVILLE (1964)
 BY1743
 BY1743                         *CURRENT SURVEY CONTROL
 BY1743  ___________________________________________________________________
 BY1743* NAD 83(1986)-  31 17 57.     (N)    095 53 20.     (W)     SCALED    
 BY1743* NAVD 88     -       143.91   (+/-2cm)     472.1    (feet)  VERTCON   
 BY1743  ___________________________________________________________________
 BY1743  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BY1743
 BY1743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1743
 BY1743.The horizontal coordinates were scaled from a topographic map and have
 BY1743.an estimated accuracy of +/- 6 seconds.
 BY1743
 BY1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1743.The vertical order pertains to the NGVD 29 superseded value.
 BY1743
 BY1743.The geoid height was determined by GEOID03.
 BY1743
 BY1743;                    North         East    Units  Estimated Accuracy
 BY1743;SPC TX C     - 3,189,420.    1,122,980.      MT  (+/- 180 meters Scaled)
 BY1743
 BY1743                          SUPERSEDED SURVEY CONTROL
 BY1743
 BY1743  NGVD 29 (??/??/92)  143.878  (m)          472.04   (f) ADJ UNCH    2 0
 BY1743
 BY1743.Superseded values are not recommended for survey control.
 BY1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1743.See file dsdata.txt to determine how the superseded data were derived.
 BY1743
 BY1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ250663(NAD 83)
 BY1743_MARKER: DB = BENCH MARK DISK
 BY1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1743_STAMPING: K 417 1947
 BY1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1743+STABILITY: SURFACE MOTION
 BY1743
 BY1743  HISTORY     - Date     Condition        Report By
 BY1743  HISTORY     - 1947     MONUMENTED       CGS
 BY1743
 BY1743                          STATION DESCRIPTION
 BY1743
 BY1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1743'8.4 MI SW FROM RUSSELL.
 BY1743'TO REACH FROM THE POST OFFICE AT RUSSELL GO SOUTHWEST 6.3 MILES ALONG
 BY1743'A DIRT ROAD, THENCE WESTERLY 1.3 MILES ALONG A DIRT ROAD, THENCE
 BY1743'SOUTHEAST 0.8 MILE ALONG A DIRT ROAD TO SITE OF MARK, BENCH MARK IS
 BY1743'ABOUT 0.8 MILE NORTH OF STATE HIGHWAY NO.7, ABOUT 35 YARDS SOUTHWEST
 BY1743'OF A SMALL FRAME BUILDING, 73.5 FEET SOUTHWEST OF AN EIGHTEEN INCH
 BY1743'SYCAMORE TREE, 41.0 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 BY1743'LINE OF THE ROAD, 24.0 FEET NORTHEAST OF A FENCE CORNER, 20.5 FEET
 BY1743'EAST OF A TWENTYFOUR INCH HICKORY TREE, 1.0 FOOT NORTHWEST OF A FENCE
 BY1743'AND 1.0 FOOT SOUTHWEST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK
 BY1743'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 BY1743'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0467 ***********************************************************************
 BZ0467  DESIGNATION -  K 418
 BZ0467  PID         -  BZ0467
 BZ0467  STATE/COUNTY-  TX/LEON
 BZ0467  USGS QUAD   -  BUFFALO (1982)
 BZ0467
 BZ0467                         *CURRENT SURVEY CONTROL
 BZ0467  ___________________________________________________________________
 BZ0467* NAD 83(1986)-  31 23 35.     (N)    096 01 43.     (W)     SCALED    
 BZ0467* NAVD 88     -       123.65   (+/-2cm)     405.7    (feet)  VERTCON   
 BZ0467  ___________________________________________________________________
 BZ0467  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BZ0467
 BZ0467  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0467
 BZ0467.The horizontal coordinates were scaled from a topographic map and have
 BZ0467.an estimated accuracy of +/- 6 seconds.
 BZ0467
 BZ0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0467.The vertical order pertains to the NGVD 29 superseded value.
 BZ0467
 BZ0467.The geoid height was determined by GEOID03.
 BZ0467
 BZ0467;                    North         East    Units  Estimated Accuracy
 BZ0467;SPC TX C     - 3,199,300.    1,109,280.      MT  (+/- 180 meters Scaled)
 BZ0467
 BZ0467                          SUPERSEDED SURVEY CONTROL
 BZ0467
 BZ0467  NGVD 29 (??/??/92)  123.621  (m)          405.58   (f) ADJ UNCH    2 0
 BZ0467
 BZ0467.Superseded values are not recommended for survey control.
 BZ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0467.See file dsdata.txt to determine how the superseded data were derived.
 BZ0467
 BZ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV825769(NAD 83)
 BZ0467_MARKER: DB = BENCH MARK DISK
 BZ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0467_STAMPING: K 418 1947
 BZ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0467+STABILITY: SURFACE MOTION
 BZ0467
 BZ0467  HISTORY     - Date     Condition        Report By
 BZ0467  HISTORY     - 1947     MONUMENTED       CGS
 BZ0467
 BZ0467                          STATION DESCRIPTION
 BZ0467
 BZ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0467'9.2 MI S FROM BUFFALO.
 BZ0467'TO REACH FROM THE POST OFFICE AT BUFFALO GO SOUTHWEST 0.4 MILE ALONG
 BZ0467'U.S.HIGHWAY NO.79, THENCE SOUTHEAST 6.8 MILES ALONG U.S.HIGHWAY NO.75,
 BZ0467'THENCE WEST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE NORTH 0.9 MILE
 BZ0467'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 56.3 FEET
 BZ0467'SOUTH OF THE SOUTH CORNER OF A FARMHOUSE, 39.0 FEET NORTHEAST OF AND
 BZ0467'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 25.0 FEET NORTH OF A
 BZ0467'FENCE CORNER, 21.1 FEET SOUTH OF THE SOUTH CORNER OF A YARD FENCE, 1.5
 BZ0467'FEET WEST OF A FENCE AND 1.5 FEET SOUTH OF A 4 X 4 IN. MARKER POST. A
 BZ0467'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0467'PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1879 ***********************************************************************
 BY1879  DESIGNATION -  K 420
 BY1879  PID         -  BY1879
 BY1879  STATE/COUNTY-  TX/LEON
 BY1879  USGS QUAD   -  MIDDLETON (1972)
 BY1879
 BY1879                         *CURRENT SURVEY CONTROL
 BY1879  ___________________________________________________________________
 BY1879* NAD 83(1986)-  31 10 28.     (N)    095 51 09.     (W)     SCALED    
 BY1879* NAVD 88     -        78.71   (+/-2cm)     258.2    (feet)  VERTCON   
 BY1879  ___________________________________________________________________
 BY1879  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY1879
 BY1879  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1879
 BY1879.The horizontal coordinates were scaled from a topographic map and have
 BY1879.an estimated accuracy of +/- 6 seconds.
 BY1879
 BY1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1879.The vertical order pertains to the NGVD 29 superseded value.
 BY1879
 BY1879.The geoid height was determined by GEOID03.
 BY1879
 BY1879;                    North         East    Units  Estimated Accuracy
 BY1879;SPC TX C     - 3,175,750.    1,126,990.      MT  (+/- 180 meters Scaled)
 BY1879
 BY1879                          SUPERSEDED SURVEY CONTROL
 BY1879
 BY1879  NGVD 29 (??/??/92)   78.702  (m)          258.21   (f) ADJ UNCH    2 0
 BY1879
 BY1879.Superseded values are not recommended for survey control.
 BY1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1879.See file dsdata.txt to determine how the superseded data were derived.
 BY1879
 BY1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ281524(NAD 83)
 BY1879_MARKER: DB = BENCH MARK DISK
 BY1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1879_STAMPING: K 420 1947
 BY1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1879+STABILITY: SURFACE MOTION
 BY1879
 BY1879  HISTORY     - Date     Condition        Report By
 BY1879  HISTORY     - 1947     MONUMENTED       CGS
 BY1879  HISTORY     - 1974     GOOD             NGS
 BY1879
 BY1879                          STATION DESCRIPTION
 BY1879
 BY1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1879'0.7 MI E FROM MIDDLETON.
 BY1879'TO REACH FROM THE POST OFFICE AT MIDDLETON GO EAST 0.7 MILE ALONG A
 BY1879'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 67.2 FEET EAST OF A
 BY1879'TWENTYFOUR INCH OAK TREE, 32.0 FEET SOUTH OF AND ABOUT 2.5 FEET HIGHER
 BY1879'THAN THE CENTER LINE OF THE ROAD, 6.8 FEET SOUTH OF A FENCE AND 1.5
 BY1879'FEET EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 BY1879'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY1879
 BY1879                          STATION RECOVERY (1974)
 BY1879
 BY1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BY1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1880 ***********************************************************************
 BY1880  DESIGNATION -  K 420 RESET 1974
 BY1880  PID         -  BY1880
 BY1880  STATE/COUNTY-  TX/LEON
 BY1880  USGS QUAD   -  MIDDLETON (1972)
 BY1880
 BY1880                         *CURRENT SURVEY CONTROL
 BY1880  ___________________________________________________________________
 BY1880* NAD 83(1986)-  31 10 28.     (N)    095 51 10.     (W)     SCALED    
 BY1880* NAVD 88     -        78.82   (+/-2cm)     258.6    (feet)  VERTCON   
 BY1880  ___________________________________________________________________
 BY1880  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY1880
 BY1880  VERT ORDER  -  THIRD (See Below)
 BY1880
 BY1880.The horizontal coordinates were scaled from a topographic map and have
 BY1880.an estimated accuracy of +/- 6 seconds.
 BY1880
 BY1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1880.The vertical order pertains to the NGVD 29 superseded value.
 BY1880
 BY1880.The geoid height was determined by GEOID03.
 BY1880
 BY1880;                    North         East    Units  Estimated Accuracy
 BY1880;SPC TX C     - 3,175,750.    1,126,970.      MT  (+/- 180 meters Scaled)
 BY1880
 BY1880                          SUPERSEDED SURVEY CONTROL
 BY1880
 BY1880  NGVD 29 (01/29/03)   78.81   (m)          258.6    (f) RESET       3  
 BY1880
 BY1880.Superseded values are not recommended for survey control.
 BY1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1880.See file dsdata.txt to determine how the superseded data were derived.
 BY1880
 BY1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ281524(NAD 83)
 BY1880_MARKER: DB = BENCH MARK DISK
 BY1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1880_STAMPING: K 420 RESET 1974
 BY1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1880+STABILITY: SURFACE MOTION
 BY1880
 BY1880  HISTORY     - Date     Condition        Report By
 BY1880  HISTORY     - 1974     MONUMENTED       NGS
 BY1880
 BY1880                          STATION DESCRIPTION
 BY1880
 BY1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 BY1880'0.7 MI E FROM MIDDLETON.
 BY1880'0.7 MILE EAST ALONG FM ROAD 811 FROM ITS JUNCTION WITH FM ROAD 1119 AT
 BY1880'THE SETTLEMENT OF MIDDLETON, 12 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 BY1880'FENCE LINE, 15 FEET NORTHWEST OF A 30-INCH OAK, WITNESS TREE, 10 FEET
 BY1880'WEST OF A NORTH SOUTH FENCE, 2.2 FEET EAST OF A METAL WITNESS POST, IN
 BY1880'PASTURELAND ON PROPERTY OF MR. VICTOR HILLMAN, A STANDARD BENCH MARK
 BY1880'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 BY1880'9-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0700 ***********************************************************************
 CS0700  DESIGNATION -  K 422
 CS0700  PID         -  CS0700
 CS0700  STATE/COUNTY-  TX/NAVARRO
 CS0700  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0700
 CS0700                         *CURRENT SURVEY CONTROL
 CS0700  ___________________________________________________________________
 CS0700* NAD 83(1986)-  32 02 54.     (N)    096 07 02.     (W)     SCALED    
 CS0700* NAVD 88     -       104.669  (meters)     343.40   (feet)  ADJUSTED  
 CS0700  ___________________________________________________________________
 CS0700  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0700  DYNAMIC HT  -         104.547 (meters)     343.00  (feet)  COMP
 CS0700  MODELED GRAV-     979,475.1   (mgal)                       NAVD 88
 CS0700
 CS0700  VERT ORDER  -  SECOND    CLASS 0
 CS0700
 CS0700.The horizontal coordinates were scaled from a topographic map and have
 CS0700.an estimated accuracy of +/- 6 seconds.
 CS0700
 CS0700.The orthometric height was determined by differential leveling
 CS0700.and adjusted by the National Geodetic Survey in June 1991..
 CS0700
 CS0700.The geoid height was determined by GEOID03.
 CS0700
 CS0700.The dynamic height is computed by dividing the NAVD 88
 CS0700.geopotential number by the normal gravity value computed on the
 CS0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0700.degrees latitude (g = 980.6199 gals.).
 CS0700
 CS0700.The modeled gravity was interpolated from observed gravity values.
 CS0700
 CS0700;                    North         East    Units  Estimated Accuracy
 CS0700;SPC TXNC     - 2,044,880.      825,020.      MT  (+/- 180 meters Scaled)
 CS0700
 CS0700                          SUPERSEDED SURVEY CONTROL
 CS0700
 CS0700  NGVD 29 (??/??/92)  104.670  (m)          343.40   (f) ADJ UNCH    2 0
 CS0700
 CS0700.Superseded values are not recommended for survey control.
 CS0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0700.See file dsdata.txt to determine how the superseded data were derived.
 CS0700
 CS0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA722494(NAD 83)
 CS0700_MARKER: DB = BENCH MARK DISK
 CS0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0700_STAMPING: K 422 1947
 CS0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0700+STABILITY: SURFACE MOTION
 CS0700
 CS0700  HISTORY     - Date     Condition        Report By
 CS0700  HISTORY     - 1947     MONUMENTED       CGS
 CS0700
 CS0700                          STATION DESCRIPTION
 CS0700
 CS0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0700'1.4 MI SE FROM RURAL SHADE.
 CS0700'0.6 OF A MILE NORTHEAST ALONG A GRADED DIRT ROAD FROM THE RURAL SHADE
 CS0700'ELEMENTARY SCHOOL, THENCE 0.8 OF A MILE EAST ALONG A GRADED DIRT ROAD
 CS0700'TO THE SITE OF THE BENCH MARK.  THE MARK IS 92 YARDS WEST OF A
 CS0700'FARMHOUSE, 27 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE
 CS0700'ROAD, 17 FEET SOUTHWEST OF A POWER LINE POLE, 13 FEET NORTHEAST OF A
 CS0700'FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE, AND 2 FEET WEST OF A 4X4
 CS0700'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 CS0700'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0806 ***********************************************************************
 GL0806  DESIGNATION -  K 423
 GL0806  PID         -  GL0806
 GL0806  STATE/COUNTY-  TX/DALLAM
 GL0806  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0806
 GL0806                         *CURRENT SURVEY CONTROL
 GL0806  ___________________________________________________________________
 GL0806* NAD 83(1986)-  36 16 43.     (N)    103 02 27.     (W)     SCALED    
 GL0806* NAVD 88     -      1394.776  (meters)    4576.03   (feet)  ADJUSTED  
 GL0806  ___________________________________________________________________
 GL0806  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 GL0806  DYNAMIC HT  -        1393.130 (meters)    4570.63  (feet)  COMP
 GL0806  MODELED GRAV-     979,403.2   (mgal)                       NAVD 88
 GL0806
 GL0806  VERT ORDER  -  SECOND    CLASS 0
 GL0806
 GL0806.The horizontal coordinates were scaled from a topographic map and have
 GL0806.an estimated accuracy of +/- 6 seconds.
 GL0806
 GL0806.The orthometric height was determined by differential leveling
 GL0806.and adjusted by the National Geodetic Survey in June 1991..
 GL0806
 GL0806.The geoid height was determined by GEOID03.
 GL0806
 GL0806.The dynamic height is computed by dividing the NAVD 88
 GL0806.geopotential number by the normal gravity value computed on the
 GL0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0806.degrees latitude (g = 980.6199 gals.).
 GL0806
 GL0806.The modeled gravity was interpolated from observed gravity values.
 GL0806
 GL0806;                    North         East    Units  Estimated Accuracy
 GL0806;SPC TX N     - 1,253,870.       61,570.      MT  (+/- 180 meters Scaled)
 GL0806
 GL0806                          SUPERSEDED SURVEY CONTROL
 GL0806
 GL0806  NGVD 29 (??/??/92) 1394.098  (m)         4573.80   (f) ADJ UNCH    2 0
 GL0806
 GL0806.Superseded values are not recommended for survey control.
 GL0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0806.See file dsdata.txt to determine how the superseded data were derived.
 GL0806
 GL0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA759166(NAD 83)
 GL0806_MARKER: DB = BENCH MARK DISK
 GL0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0806_SP_SET: CULVERT
 GL0806_STAMPING: K 423 1955
 GL0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0806+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0806
 GL0806  HISTORY     - Date     Condition        Report By
 GL0806  HISTORY     - 1955     MONUMENTED       CGS
 GL0806  HISTORY     - 20050806 GOOD             USPSQD
 GL0806
 GL0806                          STATION DESCRIPTION
 GL0806
 GL0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0806'7.3 MI S FROM TEXLINE.
 GL0806'7.3 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0806'CITY RAILROAD STATION AT TEXLINE, 18 FEET EAST OF THE CENTER LINE OF
 GL0806'THE FARM ROAD, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF
 GL0806'A CONCRETE CULVERT.
 GL0806
 GL0806                          STATION RECOVERY (2005)
 GL0806
 GL0806'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0806'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0066 ***********************************************************************
 EN0066  DESIGNATION -  K 426
 EN0066  PID         -  EN0066
 EN0066  STATE/COUNTY-  TX/COLLINGSWORTH
 EN0066  USGS QUAD   -  WELLINGTON (1982)
 EN0066
 EN0066                         *CURRENT SURVEY CONTROL
 EN0066  ___________________________________________________________________
 EN0066* NAD 83(1986)-  34 50 56.     (N)    100 11 14.     (W)     SCALED    
 EN0066* NAVD 88     -       609.950  (meters)    2001.14   (feet)  POSTED    
 EN0066  ___________________________________________________________________
 EN0066  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EN0066  DYNAMIC HT  -         609.270 (meters)    1998.91  (feet)  COMP
 EN0066  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 EN0066
 EN0066  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EN0066
 EN0066.The horizontal coordinates were scaled from a topographic map and have
 EN0066.an estimated accuracy of +/- 6 seconds.
 EN0066
 EN0066.The orthometric height was determined by differential leveling
 EN0066.and adjusted by the National Geodetic Survey in 1992..
 EN0066.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EN0066.rate of 0.0 thru 1.0 mm/km.
 EN0066
 EN0066.The geoid height was determined by GEOID03.
 EN0066
 EN0066.The dynamic height is computed by dividing the NAVD 88
 EN0066.geopotential number by the normal gravity value computed on the
 EN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0066.degrees latitude (g = 980.6199 gals.).
 EN0066
 EN0066.The modeled gravity was interpolated from observed gravity values.
 EN0066
 EN0066;                    North         East    Units  Estimated Accuracy
 EN0066;SPC TX N     - 1,094,970.      320,050.      MT  (+/- 180 meters Scaled)
 EN0066
 EN0066                          SUPERSEDED SURVEY CONTROL
 EN0066
 EN0066  NGVD 29 (??/??/92)  609.64   (m)         2000.1    (f) COMPUTED    2 0
 EN0066
 EN0066.Superseded values are not recommended for survey control.
 EN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0066.See file dsdata.txt to determine how the superseded data were derived.
 EN0066
 EN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD914569(NAD 83)
 EN0066_MARKER: DB = BENCH MARK DISK
 EN0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0066_STAMPING: K-426 1934
 EN0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0066+STABILITY: SURFACE MOTION
 EN0066
 EN0066  HISTORY     - Date     Condition        Report By
 EN0066  HISTORY     - 1934     MONUMENTED       CGS
 EN0066  HISTORY     - 1964     MARK NOT FOUND   USGS
 EN0066
 EN0066                          STATION DESCRIPTION
 EN0066
 EN0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0066'1.3 MI SE FROM WELLINGTON.
 EN0066'1.3 MI. S.E. OF ON M.K.T. RAILROAD.  3 POLES N.W. OF MILE POST NO.
 EN0066'131, 52 FT.  N.W. OF A ROAD THAT CROSSES TRACK, 37 FT. N.E. OF CENTER
 EN0066'LINE OF TRACK, AND 2 FT. S.W. OF TELEGRAPH POLE.  NOTE-- UNDER
 EN0066'CULTIVATION.
 EN0066
 EN0066                          STATION RECOVERY (1964)
 EN0066
 EN0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EN0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0031 ***********************************************************************
 EN0031  DESIGNATION -  K 427
 EN0031  PID         -  EN0031
 EN0031  STATE/COUNTY-  TX/CHILDRESS
 EN0031  USGS QUAD   -  SMITHDALE (1985)
 EN0031
 EN0031                         *CURRENT SURVEY CONTROL
 EN0031  ___________________________________________________________________
 EN0031* NAD 83(1986)-  34 34 30.     (N)    100 11 20.     (W)     SCALED    
 EN0031* NAVD 88     -       505.738  (meters)    1659.24   (feet)  ADJUSTED  
 EN0031  ___________________________________________________________________
 EN0031  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 EN0031  DYNAMIC HT  -         505.166 (meters)    1657.37  (feet)  COMP
 EN0031  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 EN0031
 EN0031  VERT ORDER  -  SECOND    CLASS 0
 EN0031
 EN0031.The horizontal coordinates were scaled from a topographic map and have
 EN0031.an estimated accuracy of +/- 6 seconds.
 EN0031
 EN0031.The orthometric height was determined by differential leveling
 EN0031.and adjusted by the National Geodetic Survey in June 1991..
 EN0031
 EN0031.The geoid height was determined by GEOID03.
 EN0031
 EN0031.The dynamic height is computed by dividing the NAVD 88
 EN0031.geopotential number by the normal gravity value computed on the
 EN0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0031.degrees latitude (g = 980.6199 gals.).
 EN0031
 EN0031.The modeled gravity was interpolated from observed gravity values.
 EN0031
 EN0031;                    North         East    Units  Estimated Accuracy
 EN0031;SPC TX N     - 1,064,590.      320,300.      MT  (+/- 180 meters Scaled)
 EN0031
 EN0031                          SUPERSEDED SURVEY CONTROL
 EN0031
 EN0031  NGVD 29 (??/??/92)  505.454  (m)         1658.31   (f) ADJ UNCH    2 0
 EN0031
 EN0031.Superseded values are not recommended for survey control.
 EN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0031.See file dsdata.txt to determine how the superseded data were derived.
 EN0031
 EN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD909265(NAD 83)
 EN0031_MARKER: DB = BENCH MARK DISK
 EN0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0031_SP_SET: CULVERT
 EN0031_STAMPING: K 427 1934
 EN0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0031
 EN0031  HISTORY     - Date     Condition        Report By
 EN0031  HISTORY     - 1934     MONUMENTED       CGS
 EN0031  HISTORY     - 1953     GOOD             NGS
 EN0031  HISTORY     - 1958     GOOD             NGS
 EN0031  HISTORY     - 1982     MARK NOT FOUND   USGS
 EN0031
 EN0031                          STATION DESCRIPTION
 EN0031
 EN0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EN0031'9.8 MI N FROM CHILDRESS.
 EN0031'9.8 MILES NORTH ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION WITH U.S.
 EN0031'HIGHWAY 287 AT CHILDRESS, 18 FEET WEST OF THE CENTER LINE OF THE
 EN0031'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A
 EN0031'CONCRETE CULVERT.
 EN0031
 EN0031                          STATION RECOVERY (1958)
 EN0031
 EN0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0031'RECOVERED IN GOOD CONDITION.
 EN0031
 EN0031                          STATION RECOVERY (1982)
 EN0031
 EN0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EN0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0302 ***********************************************************************
 EN0302  DESIGNATION -  K 429
 EN0302  PID         -  EN0302
 EN0302  STATE/COUNTY-  TX/BRISCOE
 EN0302  USGS QUAD   -  LAKE THEO (1967)
 EN0302
 EN0302                         *CURRENT SURVEY CONTROL
 EN0302  ___________________________________________________________________
 EN0302* NAD 83(1986)-  34 25 18.     (N)    101 01 52.     (W)     SCALED    
 EN0302* NAVD 88     -       780.364  (meters)    2560.24   (feet)  ADJUSTED  
 EN0302  ___________________________________________________________________
 EN0302  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 EN0302  DYNAMIC HT  -         779.422 (meters)    2557.15  (feet)  COMP
 EN0302  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 EN0302
 EN0302  VERT ORDER  -  SECOND    CLASS 0
 EN0302
 EN0302.The horizontal coordinates were scaled from a topographic map and have
 EN0302.an estimated accuracy of +/- 6 seconds.
 EN0302
 EN0302.The orthometric height was determined by differential leveling
 EN0302.and adjusted by the National Geodetic Survey in June 1991..
 EN0302
 EN0302.The geoid height was determined by GEOID03.
 EN0302
 EN0302.The dynamic height is computed by dividing the NAVD 88
 EN0302.geopotential number by the normal gravity value computed on the
 EN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0302.degrees latitude (g = 980.6199 gals.).
 EN0302
 EN0302.The modeled gravity was interpolated from observed gravity values.
 EN0302
 EN0302;                    North         East    Units  Estimated Accuracy
 EN0302;SPC TX N     - 1,046,880.      243,110.      MT  (+/- 180 meters Scaled)
 EN0302
 EN0302                          SUPERSEDED SURVEY CONTROL
 EN0302
 EN0302  NGVD 29 (??/??/92)  780.028  (m)         2559.14   (f) ADJ UNCH    2 0
 EN0302
 EN0302.Superseded values are not recommended for survey control.
 EN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0302.See file dsdata.txt to determine how the superseded data were derived.
 EN0302
 EN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD133107(NAD 83)
 EN0302_MARKER: DB = BENCH MARK DISK
 EN0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0302_STAMPING: K 429 1934
 EN0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0302+STABILITY: SURFACE MOTION
 EN0302
 EN0302  HISTORY     - Date     Condition        Report By
 EN0302  HISTORY     - 1934     MONUMENTED       CGS
 EN0302  HISTORY     - 1967     MARK NOT FOUND   USGS
 EN0302
 EN0302                          STATION DESCRIPTION
 EN0302
 EN0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0302'4.9 MI N FROM QUITAQUE.
 EN0302'4.9 MILES NORTH ALONG THE CLARENDON-QUITAQUE ROAD FROM QUITAQUE,
 EN0302'BRISCOE COUNTY, 60 YARDS SOUTH OF A SMALL RISE, 19 FEET EAST OF THE
 EN0302'CENTRLINE OF THE ROAD, 2 FET EAST OF THE FENCE, 2 FEET HIGHER THAN THE
 EN0302'ROADWAY.  AND SET IN THE TOP OF A CONCRETE POST.
 EN0302
 EN0302                          STATION RECOVERY (1967)
 EN0302
 EN0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EN0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0117 ***********************************************************************
 AY0117  DESIGNATION -  K 43
 AY0117  PID         -  AY0117
 AY0117  STATE/COUNTY-  TX/BEXAR
 AY0117  USGS QUAD   -  LONGHORN (1992)
 AY0117
 AY0117                         *CURRENT SURVEY CONTROL
 AY0117  ___________________________________________________________________
 AY0117* NAD 83(1986)-  29 31 44.     (N)    098 23 36.     (W)     SCALED    
 AY0117* NAVD 88     -       229.198  (meters)     751.96   (feet)  POSTED    
 AY0117  ___________________________________________________________________
 AY0117  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AY0117  DYNAMIC HT  -         228.860 (meters)     750.85  (feet)  COMP
 AY0117  MODELED GRAV-     979,179.9   (mgal)                       NAVD 88
 AY0117
 AY0117  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AY0117
 AY0117.The horizontal coordinates were scaled from a topographic map and have
 AY0117.an estimated accuracy of +/- 6 seconds.
 AY0117
 AY0117.The orthometric height was determined by differential leveling
 AY0117.and adjusted by the National Geodetic Survey in 1992..
 AY0117.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AY0117.rate of 2.1 thru 3.0 mm/km.
 AY0117
 AY0117.The geoid height was determined by GEOID03.
 AY0117
 AY0117.The dynamic height is computed by dividing the NAVD 88
 AY0117.geopotential number by the normal gravity value computed on the
 AY0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0117.degrees latitude (g = 980.6199 gals.).
 AY0117
 AY0117.The modeled gravity was interpolated from observed gravity values.
 AY0117
 AY0117;                    North         East    Units  Estimated Accuracy
 AY0117;SPC TXSC     - 4,188,070.      658,800.      MT  (+/- 180 meters Scaled)
 AY0117
 AY0117                          SUPERSEDED SURVEY CONTROL
 AY0117
 AY0117  NGVD 29 (??/??/92)  229.085  (m)          751.59   (f) ADJ UNCH    1 2
 AY0117
 AY0117.Superseded values are not recommended for survey control.
 AY0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0117.See file dsdata.txt to determine how the superseded data were derived.
 AY0117
 AY0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT587667(NAD 83)
 AY0117_MARKER: DB = BENCH MARK DISK
 AY0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0117_STAMPING: K 43 1917 ELEV. 750.78 FT.
 AY0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0117+STABILITY: SURFACE MOTION
 AY0117
 AY0117  HISTORY     - Date     Condition        Report By
 AY0117  HISTORY     - 1917     MONUMENTED       CGS
 AY0117  HISTORY     - 1943     GOOD             NGS
 AY0117  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0117  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0117  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0117
 AY0117                          STATION DESCRIPTION
 AY0117
 AY0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0117'10.4 MI NE FROM SAN ANTONIO.
 AY0117'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0117'PROCEED 3.1 MILES EASTERLY ALONG THE TRACKS TO A RAILROAD OVER PASS,
 AY0117'OVER THE MISSOURI, KANSAS AND TEXAS RAILROAD, THENCE 7.3 MILES
 AY0117'NORTHEAST ALONG THE MISSOURI, KANSAS, AND TEXAS RAILROAD TO MILE POST
 AY0117'NO. 1024 AND SITE OF BENCH MARK.  BENCH MARK IS 0.7 MILE SOUTHEAST OF
 AY0117'AND ACROSS AN OPEN FIELD FROM THE LONGHORN CEMENT CO.  IT IS 34.0 FEET
 AY0117'SOUTHEAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF TRACK, 15.0
 AY0117'FEET NORTHWEST OF THE RIGHT OF WAY FENCE.  IT IS 13.0 FEET SOUTHWEST
 AY0117'OF MILE POST NO. 1024.  MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4 INCH
 AY0117'WHITE WOODEN MARKER POST AND PROJECTS 1.5 FOOT.
 AY0117
 AY0117                          STATION RECOVERY (1980)
 AY0117
 AY0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0117'SEARCHED FOR, NOT RECOVERED.
 AY0117
 AY0117                          STATION RECOVERY (1987)
 AY0117
 AY0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0117'MARK NOT FOUND.
 AY0117
 AY0117                          STATION RECOVERY (1995)
 AY0117
 AY0117'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0100 ***********************************************************************
 EO0100  DESIGNATION -  K 430
 EO0100  PID         -  EO0100
 EO0100  STATE/COUNTY-  TX/CASTRO
 EO0100  USGS QUAD   -  NAZARETH SW (1965)
 EO0100
 EO0100                         *CURRENT SURVEY CONTROL
 EO0100  ___________________________________________________________________
 EO0100* NAD 83(1986)-  34 32 22.     (N)    102 09 33.     (W)     SCALED    
 EO0100* NAVD 88     -      1151.875  (meters)    3779.11   (feet)  ADJUSTED  
 EO0100  ___________________________________________________________________
 EO0100  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 EO0100  DYNAMIC HT  -        1150.413 (meters)    3774.31  (feet)  COMP
 EO0100  MODELED GRAV-     979,326.4   (mgal)                       NAVD 88
 EO0100
 EO0100  VERT ORDER  -  SECOND    CLASS 0
 EO0100
 EO0100.The horizontal coordinates were scaled from a topographic map and have
 EO0100.an estimated accuracy of +/- 6 seconds.
 EO0100
 EO0100.The orthometric height was determined by differential leveling
 EO0100.and adjusted by the National Geodetic Survey in June 1991..
 EO0100
 EO0100.The geoid height was determined by GEOID03.
 EO0100
 EO0100.The dynamic height is computed by dividing the NAVD 88
 EO0100.geopotential number by the normal gravity value computed on the
 EO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0100.degrees latitude (g = 980.6199 gals.).
 EO0100
 EO0100.The modeled gravity was interpolated from observed gravity values.
 EO0100
 EO0100;                    North         East    Units  Estimated Accuracy
 EO0100;SPC TX N     - 1,060,050.      139,490.      MT  (+/- 180 meters Scaled)
 EO0100
 EO0100                          SUPERSEDED SURVEY CONTROL
 EO0100
 EO0100  NGVD 29 (??/??/92) 1151.406  (m)         3777.57   (f) ADJ UNCH    2 0
 EO0100
 EO0100.Superseded values are not recommended for survey control.
 EO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0100.See file dsdata.txt to determine how the superseded data were derived.
 EO0100
 EO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU607256(NAD 83)
 EO0100_MARKER: DB = BENCH MARK DISK
 EO0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0100_STAMPING: K 430 1934
 EO0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0100+STABILITY: SURFACE MOTION
 EO0100
 EO0100  HISTORY     - Date     Condition        Report By
 EO0100  HISTORY     - 1934     MONUMENTED       CGS
 EO0100
 EO0100                          STATION DESCRIPTION
 EO0100
 EO0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0100'8.7 MI E FROM DIMMITT.
 EO0100'8.7 MILES EAST ALONG STATE HIGHWAY 86 FROM THE FORT WORTH AND DENVER
 EO0100'RAILWAY STATION AT DIMMITT, AT A ROAD INTERSECTION, 42 FEET NORTH OF
 EO0100'THE CENTERLINE OF THE HIGHWAY, 27 FEET EAST OF THE CENTERLINE OF THE
 EO0100'ROAD, 5 FEET EAST OF A FENCE CORNER, AND 2 FEET SOUTH OF THE FENCE
 EO0100'LINE.  A STANDARD DISK, STAMPED K 430 1934 AND SET IN THE TOP OF A
 EO0100'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0309 ***********************************************************************
 EN0309  DESIGNATION -  K 431 RESET
 EN0309  PID         -  EN0309
 EN0309  STATE/COUNTY-  TX/BRISCOE
 EN0309  USGS QUAD   -  ROCK CREEK (1965)
 EN0309
 EN0309                         *CURRENT SURVEY CONTROL
 EN0309  ___________________________________________________________________
 EN0309* NAD 83(1986)-  34 28 41.     (N)    101 26 05.     (W)     SCALED    
 EN0309* NAVD 88     -      1001.33   (+/-2cm)    3285.2    (feet)  VERTCON   
 EN0309  ___________________________________________________________________
 EN0309  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EN0309
 EN0309  VERT ORDER  -  THIRD (See Below)
 EN0309
 EN0309.The horizontal coordinates were scaled from a topographic map and have
 EN0309.an estimated accuracy of +/- 6 seconds.
 EN0309
 EN0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0309.The vertical order pertains to the NGVD 29 superseded value.
 EN0309
 EN0309.The geoid height was determined by GEOID03.
 EN0309
 EN0309;                    North         East    Units  Estimated Accuracy
 EN0309;SPC TX N     - 1,053,040.      206,000.      MT  (+/- 180 meters Scaled)
 EN0309
 EN0309                          SUPERSEDED SURVEY CONTROL
 EN0309
 EN0309  NGVD 29 (??/??/??) 1000.95   (m)         3284.0    (f) RESET       3  
 EN0309
 EN0309.Superseded values are not recommended for survey control.
 EN0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0309.See file dsdata.txt to determine how the superseded data were derived.
 EN0309
 EN0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD764178(NAD 83)
 EN0309_MARKER: DB = BENCH MARK DISK
 EN0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0309_SP_SET: CULVERT
 EN0309_STAMPING: K 431 RESET 1942
 EN0309_MARK LOGO: TXHD  
 EN0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0309
 EN0309  HISTORY     - Date     Condition        Report By
 EN0309  HISTORY     - 1942     MONUMENTED       TXHD
 EN0309  HISTORY     - 19780403 GOOD             NGS
 EN0309
 EN0309                          STATION DESCRIPTION
 EN0309
 EN0309'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1942
 EN0309'7.8 MI W FROM SILVERTON.
 EN0309'7.8 MILES WEST ALONG STATE HIGHWAY 86 FROM THE COUNTY COURTHOUSE AT
 EN0309'SILVERTON, 50 YARDS NORTHEAST OF THE ROCK CREEK SERVICE STATION, AT A
 EN0309'CULVERT, AND IN THE TOP OF THE NORTH CONCRETE HEADWALL.
 EN0309
 EN0309                          STATION RECOVERY (1978)
 EN0309
 EN0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EN0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0337 ***********************************************************************
 EN0337  DESIGNATION -  K 432
 EN0337  PID         -  EN0337
 EN0337  STATE/COUNTY-  TX/SWISHER
 EN0337  USGS QUAD   -  EDMONSON NE (1965)
 EN0337
 EN0337                         *CURRENT SURVEY CONTROL
 EN0337  ___________________________________________________________________
 EN0337* NAD 83(1986)-  34 29 07.     (N)    101 46 18.     (W)     SCALED    
 EN0337* NAVD 88     -      1063.889  (meters)    3490.44   (feet)  ADJUSTED  
 EN0337  ___________________________________________________________________
 EN0337  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EN0337  DYNAMIC HT  -        1062.555 (meters)    3486.07  (feet)  COMP
 EN0337  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 EN0337
 EN0337  VERT ORDER  -  SECOND    CLASS 0
 EN0337
 EN0337.The horizontal coordinates were scaled from a topographic map and have
 EN0337.an estimated accuracy of +/- 6 seconds.
 EN0337
 EN0337.The orthometric height was determined by differential leveling
 EN0337.and adjusted by the National Geodetic Survey in June 1991..
 EN0337
 EN0337.The geoid height was determined by GEOID03.
 EN0337
 EN0337.The dynamic height is computed by dividing the NAVD 88
 EN0337.geopotential number by the normal gravity value computed on the
 EN0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0337.degrees latitude (g = 980.6199 gals.).
 EN0337
 EN0337.The modeled gravity was interpolated from observed gravity values.
 EN0337
 EN0337;                    North         East    Units  Estimated Accuracy
 EN0337;SPC TX N     - 1,053,870.      175,050.      MT  (+/- 180 meters Scaled)
 EN0337
 EN0337                          SUPERSEDED SURVEY CONTROL
 EN0337
 EN0337  NGVD 29 (??/??/92) 1063.464  (m)         3489.05   (f) ADJ UNCH    2 0
 EN0337
 EN0337.Superseded values are not recommended for survey control.
 EN0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0337.See file dsdata.txt to determine how the superseded data were derived.
 EN0337
 EN0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD454194(NAD 83)
 EN0337_MARKER: DB = BENCH MARK DISK
 EN0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0337_STAMPING: K 432 1934
 EN0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0337+STABILITY: SURFACE MOTION
 EN0337
 EN0337  HISTORY     - Date     Condition        Report By
 EN0337  HISTORY     - 1934     MONUMENTED       CGS
 EN0337  HISTORY     - 1964     GOOD             USGS
 EN0337
 EN0337                          STATION DESCRIPTION
 EN0337
 EN0337'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EN0337'3.6 MI SE FROM TULIA.
 EN0337'ABOUT 3.6 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILROAD
 EN0337'FROM THE STATION AT TULIA, SWISHER COUNTY, TEXAS.  ABOUT 3 POLES
 EN0337'NORTHWEST OF MILE POST NO. 607 AT A CROSS ROAD. 60 FEET EAST OF CENTER
 EN0337'LINE OF NORTH BOUND LANE OF U.S. HIGHWAY NO 87.  36 FEET NORTH OF
 EN0337'CENTER LINE OF EAST-WEST ROAD, 39 FEET WEST OF CENTER LINE OF TRACK, 1
 EN0337'FOOT SOUTH OF POWER LINE POLE.   A STANDARD DISK SET IN TOP OF
 EN0337'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  THE DISK IS
 EN0337'STAMPED K-432 1934.  TOP OF CONCRETE POST IS SCRIBED T H D 12/4/58.
 EN0337'NOTE-- ORIGINAL DESCRIPTION SAYS SET IN CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0082 ***********************************************************************
 DP0082  DESIGNATION -  K 433
 DP0082  PID         -  DP0082
 DP0082  STATE/COUNTY-  TX/KENT
 DP0082  USGS QUAD   -  GILPIN (1959)
 DP0082
 DP0082                         *CURRENT SURVEY CONTROL
 DP0082  ___________________________________________________________________
 DP0082* NAD 83(1986)-  33 23 10.     (N)    100 41 03.     (W)     SCALED    
 DP0082* NAVD 88     -       636.693  (meters)    2088.88   (feet)  ADJUSTED  
 DP0082  ___________________________________________________________________
 DP0082  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DP0082  DYNAMIC HT  -         635.926 (meters)    2086.37  (feet)  COMP
 DP0082  MODELED GRAV-     979,411.1   (mgal)                       NAVD 88
 DP0082
 DP0082  VERT ORDER  -  SECOND    CLASS 0
 DP0082
 DP0082.The horizontal coordinates were scaled from a topographic map and have
 DP0082.an estimated accuracy of +/- 6 seconds.
 DP0082
 DP0082.The orthometric height was determined by differential leveling
 DP0082.and adjusted by the National Geodetic Survey in June 1991..
 DP0082
 DP0082.The geoid height was determined by GEOID03.
 DP0082
 DP0082.The dynamic height is computed by dividing the NAVD 88
 DP0082.geopotential number by the normal gravity value computed on the
 DP0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0082.degrees latitude (g = 980.6199 gals.).
 DP0082
 DP0082.The modeled gravity was interpolated from observed gravity values.
 DP0082
 DP0082;                    North         East    Units  Estimated Accuracy
 DP0082;SPC TXNC     - 2,192,780.      396,810.      MT  (+/- 180 meters Scaled)
 DP0082
 DP0082                          SUPERSEDED SURVEY CONTROL
 DP0082
 DP0082  NGVD 29 (??/??/92)  636.460  (m)         2088.12   (f) ADJ UNCH    2 0
 DP0082
 DP0082.Superseded values are not recommended for survey control.
 DP0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0082.See file dsdata.txt to determine how the superseded data were derived.
 DP0082
 DP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB433953(NAD 83)
 DP0082_MARKER: DB = BENCH MARK DISK
 DP0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0082_STAMPING: K-433 1934
 DP0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0082+STABILITY: SURFACE MOTION
 DP0082
 DP0082  HISTORY     - Date     Condition        Report By
 DP0082  HISTORY     - 1934     MONUMENTED       CGS
 DP0082  HISTORY     - 1935     GOOD             NGS
 DP0082
 DP0082                          STATION DESCRIPTION
 DP0082
 DP0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0082'2.0 MI NW FROM GIRARD.
 DP0082'2.0 MI. N.W. OF DEPOT ALONG F.W. AND D. RY. 1 POLE N.W. OF MILE POLE
 DP0082'NO. B-183, 36 FT. S.W. OF THE CENTER LINE OF STATE NO. 18, AND 36 FT.
 DP0082'N.E. OF THE CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0188 ***********************************************************************
 DP0188  DESIGNATION -  K 434
 DP0188  PID         -  DP0188
 DP0188  STATE/COUNTY-  TX/MOTLEY
 DP0188  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0188
 DP0188                         *CURRENT SURVEY CONTROL
 DP0188  ___________________________________________________________________
 DP0188* NAD 83(1986)-  33 55 44.     (N)    100 47 52.     (W)     SCALED    
 DP0188* NAVD 88     -       751.555  (meters)    2465.73   (feet)  ADJUSTED  
 DP0188  ___________________________________________________________________
 DP0188  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DP0188  DYNAMIC HT  -         750.636 (meters)    2462.71  (feet)  COMP
 DP0188  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 DP0188
 DP0188  VERT ORDER  -  SECOND    CLASS 0
 DP0188
 DP0188.The horizontal coordinates were scaled from a topographic map and have
 DP0188.an estimated accuracy of +/- 6 seconds.
 DP0188
 DP0188.The orthometric height was determined by differential leveling
 DP0188.and adjusted by the National Geodetic Survey in June 1991..
 DP0188
 DP0188.The geoid height was determined by GEOID03.
 DP0188
 DP0188.The dynamic height is computed by dividing the NAVD 88
 DP0188.geopotential number by the normal gravity value computed on the
 DP0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0188.degrees latitude (g = 980.6199 gals.).
 DP0188
 DP0188.The modeled gravity was interpolated from observed gravity values.
 DP0188
 DP0188;                    North         East    Units  Estimated Accuracy
 DP0188;SPC TXNC     - 2,253,190.      387,560.      MT  (+/- 180 meters Scaled)
 DP0188
 DP0188                          SUPERSEDED SURVEY CONTROL
 DP0188
 DP0188  NGVD 29 (??/??/92)  751.266  (m)         2464.78   (f) ADJ UNCH    2 0
 DP0188
 DP0188.Superseded values are not recommended for survey control.
 DP0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0188.See file dsdata.txt to determine how the superseded data were derived.
 DP0188
 DP0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC338557(NAD 83)
 DP0188_MARKER: DB = BENCH MARK DISK
 DP0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0188_STAMPING: K 434 1934
 DP0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0188+STABILITY: SURFACE MOTION
 DP0188
 DP0188  HISTORY     - Date     Condition        Report By
 DP0188  HISTORY     - 1934     MONUMENTED       CGS
 DP0188  HISTORY     - 1968     GOOD             USGS
 DP0188
 DP0188                          STATION DESCRIPTION
 DP0188
 DP0188'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0188'6.6 MI S FROM MATADOR.
 DP0188'MATADOR, JUNCTION OF U S HIGHWAY 70 AND STATE HIGHWAY 70.  THENCE 0.8
 DP0188'MILES EAST ALONG U S 70 TO A T-ROAD SOUTH.  THENCE 6.6 MILES SOUTH,
 DP0188'EAST, AND SOUTH ALONG GRAVEL ROAD TO A FENCE WEST.  THENCE 0.3 MILES
 DP0188'WEST ALONG FENCE TO CROSSING OF OLD RR BED.  315 FEET N ALONG RR BED
 DP0188'FROM FENCE AND 30 FEET W OF CENTERLINE OF OLD RR BED.  A STANDARD
 DP0188'TABLET STAMPED K 434 1934 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0028 ***********************************************************************
 DP0028  DESIGNATION -  K 436
 DP0028  PID         -  DP0028
 DP0028  STATE/COUNTY-  TX/KING
 DP0028  USGS QUAD   -  FOURMILE HILL (1981)
 DP0028
 DP0028                         *CURRENT SURVEY CONTROL
 DP0028  ___________________________________________________________________
 DP0028* NAD 83(1986)-  33 39 57.     (N)    100 20 28.     (W)     SCALED    
 DP0028* NAVD 88     -       559.395  (meters)    1835.28   (feet)  ADJUSTED  
 DP0028  ___________________________________________________________________
 DP0028  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DP0028  DYNAMIC HT  -         558.737 (meters)    1833.12  (feet)  COMP
 DP0028  MODELED GRAV-     979,442.2   (mgal)                       NAVD 88
 DP0028
 DP0028  VERT ORDER  -  SECOND    CLASS 0
 DP0028
 DP0028.The horizontal coordinates were scaled from a topographic map and have
 DP0028.an estimated accuracy of +/- 6 seconds.
 DP0028
 DP0028.The orthometric height was determined by differential leveling
 DP0028.and adjusted by the National Geodetic Survey in June 1991..
 DP0028
 DP0028.The geoid height was determined by GEOID03.
 DP0028
 DP0028.The dynamic height is computed by dividing the NAVD 88
 DP0028.geopotential number by the normal gravity value computed on the
 DP0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0028.degrees latitude (g = 980.6199 gals.).
 DP0028
 DP0028.The modeled gravity was interpolated from observed gravity values.
 DP0028
 DP0028;                    North         East    Units  Estimated Accuracy
 DP0028;SPC TXNC     - 2,223,190.      429,270.      MT  (+/- 180 meters Scaled)
 DP0028
 DP0028                          SUPERSEDED SURVEY CONTROL
 DP0028
 DP0028  NGVD 29 (??/??/92)  559.201  (m)         1834.65   (f) ADJ UNCH    2 0
 DP0028
 DP0028.Superseded values are not recommended for survey control.
 DP0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0028.See file dsdata.txt to determine how the superseded data were derived.
 DP0028
 DP0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC756259(NAD 83)
 DP0028_MARKER: DB = BENCH MARK DISK
 DP0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0028_STAMPING: K-436 1934
 DP0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0028+STABILITY: SURFACE MOTION
 DP0028
 DP0028  HISTORY     - Date     Condition        Report By
 DP0028  HISTORY     - 1934     MONUMENTED       CGS
 DP0028  HISTORY     - 1968     GOOD             USGS
 DP0028
 DP0028                          STATION DESCRIPTION
 DP0028
 DP0028'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0028'3.4 MI N FROM GUTHRIE.
 DP0028'ABOUT 3.4 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE COUNTY COURTHOUSE
 DP0028'AT GUTHRIE, KING COUNTY, AT THE FOOT OF A SLOPE, 50 FT. WEST OF THE
 DP0028'CENTER LINE OF THE HIGHWAY, 7 FT. NORTHWEST OF A POLE, AND 1 FOOT EAST
 DP0028'OF THE FENCE.  A STANDARD DISK, STAMPED K-436 1934 AND SET IN THE TOP
 DP0028'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0098 ***********************************************************************
 EN0098  DESIGNATION -  K 437
 EN0098  PID         -  EN0098
 EN0098  STATE/COUNTY-  TX/COTTLE
 EN0098  USGS QUAD   -  MOONS CAMP (1981)
 EN0098
 EN0098                         *CURRENT SURVEY CONTROL
 EN0098  ___________________________________________________________________
 EN0098* NAD 83(1986)-  34 04 20.     (N)    100 13 19.     (W)     SCALED    
 EN0098* NAVD 88     -       545.107  (meters)    1788.41   (feet)  ADJUSTED  
 EN0098  ___________________________________________________________________
 EN0098  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 EN0098  DYNAMIC HT  -         544.478 (meters)    1786.34  (feet)  COMP
 EN0098  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 EN0098
 EN0098  VERT ORDER  -  SECOND    CLASS 0
 EN0098
 EN0098.The horizontal coordinates were scaled from a topographic map and have
 EN0098.an estimated accuracy of +/- 6 seconds.
 EN0098
 EN0098.The orthometric height was determined by differential leveling
 EN0098.and adjusted by the National Geodetic Survey in June 1991..
 EN0098
 EN0098.The geoid height was determined by GEOID03.
 EN0098
 EN0098.The dynamic height is computed by dividing the NAVD 88
 EN0098.geopotential number by the normal gravity value computed on the
 EN0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0098.degrees latitude (g = 980.6199 gals.).
 EN0098
 EN0098.The modeled gravity was interpolated from observed gravity values.
 EN0098
 EN0098;                    North         East    Units  Estimated Accuracy
 EN0098;SPC TXNC     - 2,268,070.      441,060.      MT  (+/- 180 meters Scaled)
 EN0098
 EN0098                          SUPERSEDED SURVEY CONTROL
 EN0098
 EN0098  NGVD 29 (??/??/92)  544.908  (m)         1787.75   (f) ADJ UNCH    2 0
 EN0098
 EN0098.Superseded values are not recommended for survey control.
 EN0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0098.See file dsdata.txt to determine how the superseded data were derived.
 EN0098
 EN0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC872708(NAD 83)
 EN0098_MARKER: DB = BENCH MARK DISK
 EN0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0098_STAMPING: K 437 1934
 EN0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0098+STABILITY: SURFACE MOTION
 EN0098
 EN0098  HISTORY     - Date     Condition        Report By
 EN0098  HISTORY     - 1934     MONUMENTED       CGS
 EN0098  HISTORY     - 1958     GOOD             NGS
 EN0098  HISTORY     - 1967     MARK NOT FOUND   USGS
 EN0098
 EN0098                          STATION DESCRIPTION
 EN0098
 EN0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0098'5.9 MI E FROM PADUCAH.
 EN0098'5.9 MILES EAST ALONG THE QUANAH, ACME AND PACIFIC RAILWAY FROM THE
 EN0098'STATION AT PADUCAH, COTTLE COUNTY, 1 1/2 POLES WEST OF MILEPOST 37,
 EN0098'ABOUT 0.3 MILE EAST OF A LARGE WHITE FRAME HOUSE, ABOUT 125 YARDS
 EN0098'NORTHWEST OF A WINDMILL, 47 FEET SOUTH OF THE CENTER LINE OF THE
 EN0098'TRACK, 30 FEET NORTH OF THE CENTER LINE OF A HIGHWAY, 3 FEET NORTHEAST
 EN0098'OF A POLE, AND 1 FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED K
 EN0098'437 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EN0098
 EN0098                          STATION RECOVERY (1967)
 EN0098
 EN0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EN0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0224 ***********************************************************************
 DP0224  DESIGNATION -  K 438
 DP0224  PID         -  DP0224
 DP0224  STATE/COUNTY-  TX/MOTLEY
 DP0224  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0224
 DP0224                         *CURRENT SURVEY CONTROL
 DP0224  ___________________________________________________________________
 DP0224* NAD 83(1986)-  33 53 54.     (N)    100 51 21.     (W)     SCALED    
 DP0224* NAVD 88     -       764.284  (meters)    2507.49   (feet)  ADJUSTED  
 DP0224  ___________________________________________________________________
 DP0224  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DP0224  DYNAMIC HT  -         763.348 (meters)    2504.42  (feet)  COMP
 DP0224  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 DP0224
 DP0224  VERT ORDER  -  SECOND    CLASS 0
 DP0224
 DP0224.The horizontal coordinates were scaled from a topographic map and have
 DP0224.an estimated accuracy of +/- 6 seconds.
 DP0224
 DP0224.The orthometric height was determined by differential leveling
 DP0224.and adjusted by the National Geodetic Survey in June 1991..
 DP0224
 DP0224.The geoid height was determined by GEOID03.
 DP0224
 DP0224.The dynamic height is computed by dividing the NAVD 88
 DP0224.geopotential number by the normal gravity value computed on the
 DP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0224.degrees latitude (g = 980.6199 gals.).
 DP0224
 DP0224.The modeled gravity was interpolated from observed gravity values.
 DP0224
 DP0224;                    North         East    Units  Estimated Accuracy
 DP0224;SPC TXNC     - 2,249,920.      382,120.      MT  (+/- 180 meters Scaled)
 DP0224
 DP0224                          SUPERSEDED SURVEY CONTROL
 DP0224
 DP0224  NGVD 29 (??/??/92)  763.996  (m)         2506.54   (f) ADJ UNCH    2 0
 DP0224
 DP0224.Superseded values are not recommended for survey control.
 DP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0224.See file dsdata.txt to determine how the superseded data were derived.
 DP0224
 DP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC284524(NAD 83)
 DP0224_MARKER: DB = BENCH MARK DISK
 DP0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0224_STAMPING: K 438 1934
 DP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0224+STABILITY: SURFACE MOTION
 DP0224
 DP0224  HISTORY     - Date     Condition        Report By
 DP0224  HISTORY     - 1934     MONUMENTED       CGS
 DP0224  HISTORY     - 1958     GOOD             NGS
 DP0224
 DP0224                          STATION DESCRIPTION
 DP0224
 DP0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0224'IN ROARING SPRINGS.
 DP0224'AT ROARING SPRINGS, MOTLEY COUNTY, ABOUT 50 YARDS WEST OF THE QUANAH,
 DP0224'ACME AND PACIFIC RAILWAY STATION, AT THE WATER CRANE, IN THE TOP OF
 DP0224'THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION, AND 180 YARDS EAST OF
 DP0224'THE CENTER LINE OF U.S. HIGHWAY 62.  A STANDARD DISK, STAMPED K 438
 DP0224'1934.  NOTE-- THIS MARK WAS RECOVERED ON THE SOUTHWEST CORNER OF A
 DP0224'CONCRETE PLATFORM, ABOUT 50 YARDS WEST OF THE RAILROAD STATION AND 4
 DP0224'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0342 ***********************************************************************
 EN0342  DESIGNATION -  K 439
 EN0342  PID         -  EN0342
 EN0342  STATE/COUNTY-  TX/FLOYD
 EN0342  USGS QUAD   -  AIKEN (1968)
 EN0342
 EN0342                         *CURRENT SURVEY CONTROL
 EN0342  ___________________________________________________________________
 EN0342* NAD 83(1986)-  34 08 34.     (N)    101 31 46.     (W)     SCALED    
 EN0342* NAVD 88     -      1005.125  (meters)    3297.65   (feet)  ADJUSTED  
 EN0342  ___________________________________________________________________
 EN0342  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 EN0342  DYNAMIC HT  -        1003.840 (meters)    3293.43  (feet)  COMP
 EN0342  MODELED GRAV-     979,323.6   (mgal)                       NAVD 88
 EN0342
 EN0342  VERT ORDER  -  SECOND    CLASS 0
 EN0342
 EN0342.The horizontal coordinates were scaled from a topographic map and have
 EN0342.an estimated accuracy of +/- 6 seconds.
 EN0342
 EN0342.The orthometric height was determined by differential leveling
 EN0342.and adjusted by the National Geodetic Survey in June 1991..
 EN0342
 EN0342.The geoid height was determined by GEOID03.
 EN0342
 EN0342.The dynamic height is computed by dividing the NAVD 88
 EN0342.geopotential number by the normal gravity value computed on the
 EN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0342.degrees latitude (g = 980.6199 gals.).
 EN0342
 EN0342.The modeled gravity was interpolated from observed gravity values.
 EN0342
 EN0342;                    North         East    Units  Estimated Accuracy
 EN0342;SPC TXNC     - 2,278,620.      320,620.      MT  (+/- 180 meters Scaled)
 EN0342
 EN0342                          SUPERSEDED SURVEY CONTROL
 EN0342
 EN0342  NGVD 29 (??/??/92) 1004.741  (m)         3296.39   (f) ADJ UNCH    2 0
 EN0342
 EN0342.Superseded values are not recommended for survey control.
 EN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0342.See file dsdata.txt to determine how the superseded data were derived.
 EN0342
 EN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC667808(NAD 83)
 EN0342_MARKER: DB = BENCH MARK DISK
 EN0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0342_STAMPING: K 439 1934
 EN0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0342+STABILITY: SURFACE MOTION
 EN0342
 EN0342  HISTORY     - Date     Condition        Report By
 EN0342  HISTORY     - 1934     MONUMENTED       CGS
 EN0342  HISTORY     - 1958     MARK NOT FOUND   NGS
 EN0342
 EN0342                          STATION DESCRIPTION
 EN0342
 EN0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0342'5.5 MI W FROM LOCKNEY.
 EN0342'5.5 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM LOCKNEY,
 EN0342'FLOYD COUNTY, ABOUT 45 YARDS SOUTHWEST OF MILEPOST 10, ABOUT 100 YARDS
 EN0342'SOUTHWEST OF THE STOCKYARDS, 102 FEET SOUTH OF THE CENTER LINE OF THE
 EN0342'TRACK, ABOUT 66 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 70,
 EN0342'6 FEET SOUTHWEST OF THE FENCE CORNER, AND 4 FEET WEST OF A
 EN0342'POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED K 439 1934 AND
 EN0342'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0115 ***********************************************************************
 EO0115  DESIGNATION -  K 440
 EO0115  PID         -  EO0115
 EO0115  STATE/COUNTY-  TX/LAMB
 EO0115  USGS QUAD   -  SPRINGLAKE (1979)
 EO0115
 EO0115                         *CURRENT SURVEY CONTROL
 EO0115  ___________________________________________________________________
 EO0115* NAD 83(1986)-  34 11 49.     (N)    102 15 14.     (W)     SCALED    
 EO0115* NAVD 88     -      1114.088  (meters)    3655.14   (feet)  ADJUSTED  
 EO0115  ___________________________________________________________________
 EO0115  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 EO0115  DYNAMIC HT  -        1112.659 (meters)    3650.45  (feet)  COMP
 EO0115  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 EO0115
 EO0115  VERT ORDER  -  SECOND    CLASS 0
 EO0115
 EO0115.The horizontal coordinates were scaled from a topographic map and have
 EO0115.an estimated accuracy of +/- 6 seconds.
 EO0115
 EO0115.The orthometric height was determined by differential leveling
 EO0115.and adjusted by the National Geodetic Survey in June 1991..
 EO0115
 EO0115.The geoid height was determined by GEOID03.
 EO0115
 EO0115.The dynamic height is computed by dividing the NAVD 88
 EO0115.geopotential number by the normal gravity value computed on the
 EO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0115.degrees latitude (g = 980.6199 gals.).
 EO0115
 EO0115.The modeled gravity was interpolated from observed gravity values.
 EO0115
 EO0115;                    North         East    Units  Estimated Accuracy
 EO0115;SPC TXNC     - 2,286,790.      254,050.      MT  (+/- 180 meters Scaled)
 EO0115
 EO0115                          SUPERSEDED SURVEY CONTROL
 EO0115
 EO0115  NGVD 29 (??/??/92) 1113.594  (m)         3653.52   (f) ADJ UNCH    2 0
 EO0115
 EO0115.Superseded values are not recommended for survey control.
 EO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0115.See file dsdata.txt to determine how the superseded data were derived.
 EO0115
 EO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT530874(NAD 83)
 EO0115_MARKER: DB = BENCH MARK DISK
 EO0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0115_STAMPING: K-440 1934
 EO0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0115+STABILITY: SURFACE MOTION
 EO0115
 EO0115  HISTORY     - Date     Condition        Report By
 EO0115  HISTORY     - 1934     MONUMENTED       CGS
 EO0115  HISTORY     - 1963     MARK NOT FOUND   USGS
 EO0115
 EO0115                          STATION DESCRIPTION
 EO0115
 EO0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0115'4.0 MI E FROM SPRING LAKE.
 EO0115'4.0 MI. E. ALONG U.S. NO. 70 IN THE S.W. CORNER OF A CROSSROAD, 47 FT.
 EO0115'S. OF THE CENTER LINE OF HWY., 15 FT. W. OF THE CENTER LINE OF CROSS
 EO0115'ROAD, 2 FT. N. OF A FENCE CORNER, AND 1 FT. E. OF THE FENCE LINE.
 EO0115
 EO0115                          STATION RECOVERY (1963)
 EO0115
 EO0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EO0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0406 ***********************************************************************
 DP0406  DESIGNATION -  K 441
 DP0406  PID         -  DP0406
 DP0406  STATE/COUNTY-  TX/LUBBOCK
 DP0406  USGS QUAD   -  LUBBOCK WEST (1975)
 DP0406
 DP0406                         *CURRENT SURVEY CONTROL
 DP0406  ___________________________________________________________________
 DP0406* NAD 83(1986)-  33 33 26.     (N)    101 57 55.     (W)     SCALED    
 DP0406* NAVD 88     -       999.344  (meters)    3278.68   (feet)  ADJUSTED  
 DP0406  ___________________________________________________________________
 DP0406  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 DP0406  DYNAMIC HT  -         998.044 (meters)    3274.42  (feet)  COMP
 DP0406  MODELED GRAV-     979,302.6   (mgal)                       NAVD 88
 DP0406
 DP0406  VERT ORDER  -  SECOND    CLASS 0
 DP0406
 DP0406.The horizontal coordinates were scaled from a topographic map and have
 DP0406.an estimated accuracy of +/- 6 seconds.
 DP0406
 DP0406.The orthometric height was determined by differential leveling
 DP0406.and adjusted by the National Geodetic Survey in June 1991..
 DP0406
 DP0406.The geoid height was determined by GEOID03.
 DP0406
 DP0406.The dynamic height is computed by dividing the NAVD 88
 DP0406.geopotential number by the normal gravity value computed on the
 DP0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0406.degrees latitude (g = 980.6199 gals.).
 DP0406
 DP0406.The modeled gravity was interpolated from observed gravity values.
 DP0406
 DP0406;                    North         East    Units  Estimated Accuracy
 DP0406;SPC TXNC     - 2,214,950.      278,300.      MT  (+/- 180 meters Scaled)
 DP0406
 DP0406                          SUPERSEDED SURVEY CONTROL
 DP0406
 DP0406  NGVD 29 (??/??/92)  998.968  (m)         3277.45   (f) ADJ UNCH    2 0
 DP0406
 DP0406.Superseded values are not recommended for survey control.
 DP0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0406.See file dsdata.txt to determine how the superseded data were derived.
 DP0406
 DP0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC247170(NAD 83)
 DP0406_MARKER: DB = BENCH MARK DISK
 DP0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0406_STAMPING: K 441 1934
 DP0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0406+STABILITY: SURFACE MOTION
 DP0406
 DP0406  HISTORY     - Date     Condition        Report By
 DP0406  HISTORY     - 1934     MONUMENTED       CGS
 DP0406  HISTORY     - 1956     GOOD             NGS
 DP0406
 DP0406                          STATION DESCRIPTION
 DP0406
 DP0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DP0406'1.5 MI W FROM DOUD JUNCTION.
 DP0406'1.5 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DP0406'STATION AT DOUD JUNCTION, LUBBOCK COUNTY, 0.5 MILE EAST OF MILEPOST 2,
 DP0406'47 FEET NORTH OF THE CENTERLINE OF THE TRACK, 185 FEET EAST-SOUTHEAST
 DP0406'ALONG TRACK FROM A TRANSMISSION LINE CROSSING.  A STANDARD DISK,
 DP0406'STAMPED K 441 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0098 ***********************************************************************
 DQ0098  DESIGNATION -  K 442
 DQ0098  PID         -  DQ0098
 DQ0098  STATE/COUNTY-  TX/TERRY
 DQ0098  USGS QUAD   -  GOMEZ (1969)
 DQ0098
 DQ0098                         *CURRENT SURVEY CONTROL
 DQ0098  ___________________________________________________________________
 DQ0098* NAD 83(1986)-  33 10 56.     (N)    102 26 45.     (W)     SCALED    
 DQ0098* NAVD 88     -      1033.560  (meters)    3390.94   (feet)  POSTED    
 DQ0098  ___________________________________________________________________
 DQ0098  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DQ0098  DYNAMIC HT  -        1032.180 (meters)    3386.41  (feet)  COMP
 DQ0098  MODELED GRAV-     979,269.7   (mgal)                       NAVD 88
 DQ0098
 DQ0098  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DQ0098
 DQ0098.The horizontal coordinates were scaled from a topographic map and have
 DQ0098.an estimated accuracy of +/- 6 seconds.
 DQ0098
 DQ0098.The orthometric height was determined by differential leveling
 DQ0098.and adjusted by the National Geodetic Survey in 1992..
 DQ0098.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DQ0098.rate of 1.1 thru 2.0 mm/km.
 DQ0098
 DQ0098.The geoid height was determined by GEOID03.
 DQ0098
 DQ0098.The dynamic height is computed by dividing the NAVD 88
 DQ0098.geopotential number by the normal gravity value computed on the
 DQ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0098.degrees latitude (g = 980.6199 gals.).
 DQ0098
 DQ0098.The modeled gravity was interpolated from observed gravity values.
 DQ0098
 DQ0098;                    North         East    Units  Estimated Accuracy
 DQ0098;SPC TXNC     - 2,174,970.      232,140.      MT  (+/- 180 meters Scaled)
 DQ0098
 DQ0098                          SUPERSEDED SURVEY CONTROL
 DQ0098
 DQ0098  NGVD 29 (??/??/92) 1033.185  (m)         3389.71   (f) ADJ UNCH    2 0
 DQ0098
 DQ0098.Superseded values are not recommended for survey control.
 DQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0098.See file dsdata.txt to determine how the superseded data were derived.
 DQ0098
 DQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS381743(NAD 83)
 DQ0098_MARKER: DB = BENCH MARK DISK
 DQ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0098_STAMPING: K-442 1934
 DQ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0098+STABILITY: SURFACE MOTION
 DQ0098
 DQ0098  HISTORY     - Date     Condition        Report By
 DQ0098  HISTORY     - 1934     MONUMENTED       CGS
 DQ0098
 DQ0098                          STATION DESCRIPTION
 DQ0098
 DQ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0098'9.3 MI W FROM BROWNFIELD.
 DQ0098'9.3 MI. W. ALONG U.S. NO. 380 100 YDS. E. OF L CORNER IN N. RIGHT OF
 DQ0098'WAY FENCE LINE, 50 YDS. E. OF A RANCH ROAD TO THE N., 43 FT. N. OF THE
 DQ0098'CENTER LINE OF HWY., AND 15 FT. E. OF TELEPHONE POLE, AND 2 FT. N. OF
 DQ0098'THE TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0099 ***********************************************************************
 DQ0099  DESIGNATION -  K 442 RESET 1953
 DQ0099  PID         -  DQ0099
 DQ0099  STATE/COUNTY-  TX/TERRY
 DQ0099  USGS QUAD   -  GOMEZ (1969)
 DQ0099
 DQ0099                         *CURRENT SURVEY CONTROL
 DQ0099  ___________________________________________________________________
 DQ0099* NAD 83(1986)-  33 10 56.     (N)    102 26 45.     (W)     SCALED    
 DQ0099* NAVD 88     -      1033.13   (+/-2cm)    3389.5    (feet)  VERTCON   
 DQ0099  ___________________________________________________________________
 DQ0099  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DQ0099
 DQ0099  VERT ORDER  -  THIRD (See Below)
 DQ0099
 DQ0099.The horizontal coordinates were scaled from a topographic map and have
 DQ0099.an estimated accuracy of +/- 6 seconds.
 DQ0099
 DQ0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0099.The vertical order pertains to the NGVD 29 superseded value.
 DQ0099
 DQ0099.The geoid height was determined by GEOID03.
 DQ0099
 DQ0099;                    North         East    Units  Estimated Accuracy
 DQ0099;SPC TXNC     - 2,174,970.      232,140.      MT  (+/- 180 meters Scaled)
 DQ0099
 DQ0099                          SUPERSEDED SURVEY CONTROL
 DQ0099
 DQ0099  NGVD 29 (01/29/03) 1032.76   (m)         3388.3    (f) RESET       3  
 DQ0099
 DQ0099.Superseded values are not recommended for survey control.
 DQ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0099.See file dsdata.txt to determine how the superseded data were derived.
 DQ0099
 DQ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS381743(NAD 83)
 DQ0099_MARKER: DB = BENCH MARK DISK
 DQ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0099_STAMPING: K 442 RESET 1953
 DQ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0099+STABILITY: SURFACE MOTION
 DQ0099
 DQ0099  HISTORY     - Date     Condition        Report By
 DQ0099  HISTORY     - 1953     MONUMENTED       TXHD
 DQ0099  HISTORY     - 1969     GOOD             NGS
 DQ0099
 DQ0099                          STATION DESCRIPTION
 DQ0099
 DQ0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DQ0099'6.7 FT N FROM BROWNFIELD.
 DQ0099'21.7 FEET NORTH OF THE ORIGINAL LOCATION OF K 442 WHICH WAS DESCRIBED
 DQ0099'AS FOLLOWS-- 9.3 MILES WEST ALONG U.S. HIGHWAY 380 FROM THE PANHANDLE
 DQ0099'AND SANTA FE RAILWAY STATION AT BROWNFIELD, TERRY COUNTY, 100 YARDS
 DQ0099'EAST OF AN L-CORNER IN THE NORTH RIGHT-OF-WAY FENCE, 50 YARDS EAST OF
 DQ0099'THE JUNCTION OF A RANCH ROAD LEADING NORTH, 43 FEET NORTH OF THE
 DQ0099'CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF A POLE, AND 2 FEET NORTH OF
 DQ0099'THE ROW OF POLES.  A STANDARD DISK, STAMPED K 442 RESET 1953 AND SET
 DQ0099'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0276 ***********************************************************************
 DP0276  DESIGNATION -  K 445
 DP0276  PID         -  DP0276
 DP0276  STATE/COUNTY-  TX/GARZA
 DP0276  USGS QUAD   -  POST WEST (1969)
 DP0276
 DP0276                         *CURRENT SURVEY CONTROL
 DP0276  ___________________________________________________________________
 DP0276* NAD 83(1986)-  33 10 50.     (N)    101 28 06.     (W)     SCALED    
 DP0276* NAVD 88     -       885.663  (meters)    2905.71   (feet)  ADJUSTED  
 DP0276  ___________________________________________________________________
 DP0276  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 DP0276  DYNAMIC HT  -         884.506 (meters)    2901.92  (feet)  COMP
 DP0276  MODELED GRAV-     979,301.8   (mgal)                       NAVD 88
 DP0276
 DP0276  VERT ORDER  -  SECOND    CLASS 0
 DP0276
 DP0276.The horizontal coordinates were scaled from a topographic map and have
 DP0276.an estimated accuracy of +/- 6 seconds.
 DP0276
 DP0276.The orthometric height was determined by differential leveling
 DP0276.and adjusted by the National Geodetic Survey in June 1991..
 DP0276
 DP0276.The geoid height was determined by GEOID03.
 DP0276
 DP0276.The dynamic height is computed by dividing the NAVD 88
 DP0276.geopotential number by the normal gravity value computed on the
 DP0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0276.degrees latitude (g = 980.6199 gals.).
 DP0276
 DP0276.The modeled gravity was interpolated from observed gravity values.
 DP0276
 DP0276;                    North         East    Units  Estimated Accuracy
 DP0276;SPC TXNC     - 2,171,790.      323,240.      MT  (+/- 180 meters Scaled)
 DP0276
 DP0276                          SUPERSEDED SURVEY CONTROL
 DP0276
 DP0276  NGVD 29 (??/??/92)  885.22   (m)         2904.3    (f) COMPUTED    2 0
 DP0276
 DP0276.Superseded values are not recommended for survey control.
 DP0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0276.See file dsdata.txt to determine how the superseded data were derived.
 DP0276
 DP0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB698740(NAD 83)
 DP0276_MARKER: DB = BENCH MARK DISK
 DP0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0276_STAMPING: K-445 1934
 DP0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0276+STABILITY: SURFACE MOTION
 DP0276
 DP0276  HISTORY     - Date     Condition        Report By
 DP0276  HISTORY     - 1934     MONUMENTED       CGS
 DP0276
 DP0276                          STATION DESCRIPTION
 DP0276
 DP0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DP0276'5.1 MI W FROM POST.
 DP0276'5.1 MI. W. ALONG U.S. NO. 380 ABOUT 0.1 MI. E. OF A CROSSROAD, 42 FT.
 DP0276'S. OF THE CENTER LINE OF HWY., AND 1 FT. N. OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0277 ***********************************************************************
 DP0277  DESIGNATION -  K 445 RESET 1938
 DP0277  PID         -  DP0277
 DP0277  STATE/COUNTY-  TX/GARZA
 DP0277  USGS QUAD   -  POST WEST (1969)
 DP0277
 DP0277                         *CURRENT SURVEY CONTROL
 DP0277  ___________________________________________________________________
 DP0277* NAD 83(1986)-  33 10 50.     (N)    101 28 06.     (W)     SCALED    
 DP0277* NAVD 88     -       885.48   (+/-2cm)    2905.1    (feet)  VERTCON   
 DP0277  ___________________________________________________________________
 DP0277  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 DP0277
 DP0277  VERT ORDER  -  THIRD (See Below)
 DP0277
 DP0277.The horizontal coordinates were scaled from a topographic map and have
 DP0277.an estimated accuracy of +/- 6 seconds.
 DP0277
 DP0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0277.The vertical order pertains to the NGVD 29 superseded value.
 DP0277
 DP0277.The geoid height was determined by GEOID03.
 DP0277
 DP0277;                    North         East    Units  Estimated Accuracy
 DP0277;SPC TXNC     - 2,171,790.      323,240.      MT  (+/- 180 meters Scaled)
 DP0277
 DP0277                          SUPERSEDED SURVEY CONTROL
 DP0277
 DP0277  NGVD 29 (??/??/??)  885.03   (m)         2903.6    (f) RESET       3  
 DP0277
 DP0277.Superseded values are not recommended for survey control.
 DP0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0277.See file dsdata.txt to determine how the superseded data were derived.
 DP0277
 DP0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB698740(NAD 83)
 DP0277_MARKER: DB = BENCH MARK DISK
 DP0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0277_STAMPING: K 445 RESET 1938
 DP0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0277+STABILITY: SURFACE MOTION
 DP0277
 DP0277  HISTORY     - Date     Condition        Report By
 DP0277  HISTORY     - 1938     MONUMENTED       TXHD
 DP0277  HISTORY     - 1950     MARK NOT FOUND   NGS
 DP0277
 DP0277                          STATION DESCRIPTION
 DP0277
 DP0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DP0277'5.1 MI W FROM POST.
 DP0277'19 FEET SOUTH OF THE ORIGINAL LOCATION OF K 445 WHICH WAS DESCRIBED AS
 DP0277'FOLLOWS-- 5.1 MILES WEST ALONG U. S. HIGHWAY 380 AND STATE HIGHWAY 84
 DP0277'FROM THE COURTHOUSE AT POST, GARZA COUNTY, 0.1 MILE EAST OF A ROAD
 DP0277'INTERSECTION, 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1
 DP0277'FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED K 445 RESET 1938 AND
 DP0277'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0673 ***********************************************************************
 CU0673  DESIGNATION -  K 446
 CU0673  PID         -  CU0673
 CU0673  STATE/COUNTY-  TX/BORDEN
 CU0673  USGS QUAD   -  INDIAN CANYON (1969)
 CU0673
 CU0673                         *CURRENT SURVEY CONTROL
 CU0673  ___________________________________________________________________
 CU0673* NAD 83(1986)-  32 45 33.     (N)    101 39 28.     (W)     SCALED    
 CU0673* NAVD 88     -       798.687  (meters)    2620.36   (feet)  ADJUSTED  
 CU0673  ___________________________________________________________________
 CU0673  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 CU0673  DYNAMIC HT  -         797.648 (meters)    2616.95  (feet)  COMP
 CU0673  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 CU0673
 CU0673  VERT ORDER  -  SECOND    CLASS 0
 CU0673
 CU0673.The horizontal coordinates were scaled from a topographic map and have
 CU0673.an estimated accuracy of +/- 6 seconds.
 CU0673
 CU0673.The orthometric height was determined by differential leveling
 CU0673.and adjusted by the National Geodetic Survey in June 1991..
 CU0673
 CU0673.The geoid height was determined by GEOID03.
 CU0673
 CU0673.The dynamic height is computed by dividing the NAVD 88
 CU0673.geopotential number by the normal gravity value computed on the
 CU0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0673.degrees latitude (g = 980.6199 gals.).
 CU0673
 CU0673.The modeled gravity was interpolated from observed gravity values.
 CU0673
 CU0673;                    North         East    Units  Estimated Accuracy
 CU0673;SPC TXNC     - 2,125,590.      304,180.      MT  (+/- 180 meters Scaled)
 CU0673
 CU0673                          SUPERSEDED SURVEY CONTROL
 CU0673
 CU0673  NGVD 29 (??/??/92)  798.374  (m)         2619.33   (f) ADJ UNCH    2 0
 CU0673
 CU0673.Superseded values are not recommended for survey control.
 CU0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0673.See file dsdata.txt to determine how the superseded data were derived.
 CU0673
 CU0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB510277(NAD 83)
 CU0673_MARKER: DB = BENCH MARK DISK
 CU0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0673_STAMPING: K 446 1934
 CU0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0673+STABILITY: SURFACE MOTION
 CU0673
 CU0673  HISTORY     - Date     Condition        Report By
 CU0673  HISTORY     - 1934     MONUMENTED       CGS
 CU0673  HISTORY     - 1970     GOOD             USGS
 CU0673
 CU0673                          STATION DESCRIPTION
 CU0673
 CU0673'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CU0673'14.6 MI W FROM GAIL.
 CU0673'14.6 MILES WEST ALONG U.S. 180 FROM POST OFFICE AT GAIL, BORDEN
 CU0673'COUNTY, 0.5 MILE EAST OF THE EAST ABUTMENT OF BRIDGE, 265 FEET NORTH
 CU0673'OF CENTERLINE OF ROAD, 177.5 FEET NORTH OF RIGHT OF WAY FENCE, AT
 CU0673'NORTH EDGE OF OLD ROAD SCAR.  A STANDARD DISK STAMPED K 446 1934 AND
 CU0673'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0464 ***********************************************************************
 CU0464  DESIGNATION -  K 447
 CU0464  PID         -  CU0464
 CU0464  STATE/COUNTY-  TX/SCURRY
 CU0464  USGS QUAD   -  SNYDER (1979)
 CU0464
 CU0464                         *CURRENT SURVEY CONTROL
 CU0464  ___________________________________________________________________
 CU0464* NAD 83(1986)-  32 43 06.     (N)    100 56 12.     (W)     SCALED    
 CU0464* NAVD 88     -       711.850  (meters)    2335.46   (feet)  POSTED    
 CU0464  ___________________________________________________________________
 CU0464  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0464  DYNAMIC HT  -         710.910 (meters)    2332.38  (feet)  COMP
 CU0464  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 CU0464
 CU0464  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CU0464
 CU0464.The horizontal coordinates were scaled from a topographic map and have
 CU0464.an estimated accuracy of +/- 6 seconds.
 CU0464
 CU0464.The orthometric height was determined by differential leveling
 CU0464.and adjusted by the National Geodetic Survey in 1992..
 CU0464.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CU0464.rate of 2.1 thru 3.0 mm/km.
 CU0464
 CU0464.The geoid height was determined by GEOID03.
 CU0464
 CU0464.The dynamic height is computed by dividing the NAVD 88
 CU0464.geopotential number by the normal gravity value computed on the
 CU0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0464.degrees latitude (g = 980.6199 gals.).
 CU0464
 CU0464.The modeled gravity was interpolated from observed gravity values.
 CU0464
 CU0464;                    North         East    Units  Estimated Accuracy
 CU0464;SPC TXNC     - 2,119,270.      371,610.      MT  (+/- 180 meters Scaled)
 CU0464
 CU0464                          SUPERSEDED SURVEY CONTROL
 CU0464
 CU0464  NGVD 29 (??/??/92)  711.55   (m)         2334.5    (f) COMPUTED    2 0
 CU0464
 CU0464.Superseded values are not recommended for survey control.
 CU0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0464.See file dsdata.txt to determine how the superseded data were derived.
 CU0464
 CU0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB184217(NAD 83)
 CU0464_MARKER: DB = BENCH MARK DISK
 CU0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0464_STAMPING: K-447 1934
 CU0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0464+STABILITY: SURFACE MOTION
 CU0464
 CU0464  HISTORY     - Date     Condition        Report By
 CU0464  HISTORY     - 1934     MONUMENTED       CGS
 CU0464  HISTORY     - 1935     GOOD             NGS
 CU0464  HISTORY     - 1945     MARK NOT FOUND   LOCSUR
 CU0464
 CU0464                          STATION DESCRIPTION
 CU0464
 CU0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CU0464'1.2 MI W FROM SNYDER.
 CU0464'1.2 MI. W. OF COURTHOUSE ALONG STATE NO. 83 0.1 MI. N. OF A GAS STA.,
 CU0464'AND CURVE IN HWY., 57 FT. S. OF A HWY. BRIDGE, 28 FT. W. OF THE CENTER
 CU0464'LINE OF HWY., AND 2 FT. W. OF FENCE.
 CU0464
 CU0464                          STATION RECOVERY (1945)
 CU0464
 CU0464'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 CU0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0465 ***********************************************************************
 CU0465  DESIGNATION -  K 447 RESET 1939
 CU0465  PID         -  CU0465
 CU0465  STATE/COUNTY-  TX/SCURRY
 CU0465  USGS QUAD   -  SNYDER (1979)
 CU0465
 CU0465                         *CURRENT SURVEY CONTROL
 CU0465  ___________________________________________________________________
 CU0465* NAD 83(1986)-  32 43 07.     (N)    100 56 12.     (W)     SCALED    
 CU0465* NAVD 88     -       711.65   (+/-2cm)    2334.8    (feet)  VERTCON   
 CU0465  ___________________________________________________________________
 CU0465  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CU0465
 CU0465  VERT ORDER  -  THIRD (See Below)
 CU0465
 CU0465.The horizontal coordinates were scaled from a topographic map and have
 CU0465.an estimated accuracy of +/- 6 seconds.
 CU0465
 CU0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0465.The vertical order pertains to the NGVD 29 superseded value.
 CU0465
 CU0465.The geoid height was determined by GEOID03.
 CU0465
 CU0465;                    North         East    Units  Estimated Accuracy
 CU0465;SPC TXNC     - 2,119,300.      371,610.      MT  (+/- 180 meters Scaled)
 CU0465
 CU0465                          SUPERSEDED SURVEY CONTROL
 CU0465
 CU0465  NGVD 29 (??/??/??)  711.36   (m)         2333.9    (f) RESET       3  
 CU0465
 CU0465.Superseded values are not recommended for survey control.
 CU0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0465.See file dsdata.txt to determine how the superseded data were derived.
 CU0465
 CU0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB184217(NAD 83)
 CU0465_MARKER: DB = BENCH MARK DISK
 CU0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0465_STAMPING: K 447 RESET 1939
 CU0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0465+STABILITY: SURFACE MOTION
 CU0465
 CU0465  HISTORY     - Date     Condition        Report By
 CU0465  HISTORY     - 1939     MONUMENTED       TXHD
 CU0465  HISTORY     - 1961     MARK NOT FOUND   NGS
 CU0465
 CU0465                          STATION DESCRIPTION
 CU0465
 CU0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0465'1.1 MI W FROM SNYDER.
 CU0465'1.1 MILES WEST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE SQUARE AT
 CU0465'SNYDER, SCURRY COUNTY, 193 FEET EAST OF THE EAST END OF A 160-FOOT
 CU0465'I-BEAM BRIDGE, 80 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT THE
 CU0465'RIGHT-OF-WAY LINE, AND 60.6 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST.
 CU0465'A STANDARD DISK, STAMPED K 447 RESET 1939 AND SET IN THE TOP OF A
 CU0465'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0267 ***********************************************************************
 BN0267  DESIGNATION -  K 448
 BN0267  PID         -  BN0267
 BN0267  STATE/COUNTY-  TX/MASON
 BN0267  USGS QUAD   -  LONG MOUNTAIN (1970)
 BN0267
 BN0267                         *CURRENT SURVEY CONTROL
 BN0267  ___________________________________________________________________
 BN0267* NAD 83(1986)-  30 45 56.     (N)    099 24 13.     (W)     SCALED    
 BN0267* NAVD 88     -       511.631  (meters)    1678.58   (feet)  ADJUSTED  
 BN0267  ___________________________________________________________________
 BN0267  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BN0267  DYNAMIC HT  -         510.926 (meters)    1676.26  (feet)  COMP
 BN0267  MODELED GRAV-     979,245.5   (mgal)                       NAVD 88
 BN0267
 BN0267  VERT ORDER  -  SECOND    CLASS 0
 BN0267
 BN0267.The horizontal coordinates were scaled from a topographic map and have
 BN0267.an estimated accuracy of +/- 6 seconds.
 BN0267
 BN0267.The orthometric height was determined by differential leveling
 BN0267.and adjusted by the National Geodetic Survey in June 1991..
 BN0267
 BN0267.The geoid height was determined by GEOID03.
 BN0267
 BN0267.The dynamic height is computed by dividing the NAVD 88
 BN0267.geopotential number by the normal gravity value computed on the
 BN0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0267.degrees latitude (g = 980.6199 gals.).
 BN0267
 BN0267.The modeled gravity was interpolated from observed gravity values.
 BN0267
 BN0267;                    North         East    Units  Estimated Accuracy
 BN0267;SPC TX C     - 3,122,190.      789,000.      MT  (+/- 180 meters Scaled)
 BN0267
 BN0267                          SUPERSEDED SURVEY CONTROL
 BN0267
 BN0267  NGVD 29 (??/??/92)  511.575  (m)         1678.39   (f) ADJ UNCH    2 0
 BN0267
 BN0267.Superseded values are not recommended for survey control.
 BN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0267.See file dsdata.txt to determine how the superseded data were derived.
 BN0267
 BN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV613036(NAD 83)
 BN0267_MARKER: DB = BENCH MARK DISK
 BN0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0267_STAMPING: K 448 1935
 BN0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0267+STABILITY: SURFACE MOTION
 BN0267
 BN0267  HISTORY     - Date     Condition        Report By
 BN0267  HISTORY     - 1935     MONUMENTED       CGS
 BN0267  HISTORY     - 1953     GOOD             NGS
 BN0267  HISTORY     - 20060314 MARK NOT FOUND   USPSQD
 BN0267
 BN0267                          STATION DESCRIPTION
 BN0267
 BN0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0267'11.35 MI SW FROM MASON.
 BN0267'1.35 MILES NORTHWEST ALONG U.S. HIGHWAY 87 AND STATE HIGHWAY 29 FROM
 BN0267'THE COURTHOUSE AT MASON, THENCE 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY
 BN0267'377 AND STATE HIGHWAY 29, THENCE 5.35 MILES SOUTHWEST ALONG A GRADED
 BN0267'DIRT ROAD, THENCE 2.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 377, 0.25
 BN0267'MILE WEST OF A CONCRETE BRIDGE, 0.2 MILE WEST OF A RANCH HOUSE, 106
 BN0267'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTH OF THE
 BN0267'CENTER LINE OF THE OLD HIGHWAY, 45 FEET NORTH OF A FENCE, 2.0 MILES
 BN0267'EAST OF BENCH MARK L 448, SET IN THE TOP OF A CONCRETE POST WHICH
 BN0267'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BN0267
 BN0267                          STATION RECOVERY (2006)
 BN0267
 BN0267'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0267'SEARCHED APPROX. 600 FEET EACH SIDE OF LAT. LON. IN DATASHEET AND DID
 BN0267'NOT FIND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0339 ***********************************************************************
 BN0339  DESIGNATION -  K 449
 BN0339  PID         -  BN0339
 BN0339  STATE/COUNTY-  TX/KIMBLE
 BN0339  USGS QUAD   -  MUDGE DRAW (1974)
 BN0339
 BN0339                         *CURRENT SURVEY CONTROL
 BN0339  ___________________________________________________________________
 BN0339* NAD 83(1986)-  30 21 28.     (N)    099 36 05.     (W)     SCALED    
 BN0339* NAVD 88     -       604.396  (meters)    1982.92   (feet)  ADJUSTED  
 BN0339  ___________________________________________________________________
 BN0339  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 BN0339  DYNAMIC HT  -         603.531 (meters)    1980.08  (feet)  COMP
 BN0339  MODELED GRAV-     979,190.9   (mgal)                       NAVD 88
 BN0339
 BN0339  VERT ORDER  -  SECOND    CLASS 0
 BN0339
 BN0339.The horizontal coordinates were scaled from a topographic map and have
 BN0339.an estimated accuracy of +/- 6 seconds.
 BN0339
 BN0339.The orthometric height was determined by differential leveling
 BN0339.and adjusted by the National Geodetic Survey in June 1991..
 BN0339
 BN0339.The geoid height was determined by GEOID03.
 BN0339
 BN0339.The dynamic height is computed by dividing the NAVD 88
 BN0339.geopotential number by the normal gravity value computed on the
 BN0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0339.degrees latitude (g = 980.6199 gals.).
 BN0339
 BN0339.The modeled gravity was interpolated from observed gravity values.
 BN0339
 BN0339;                    North         East    Units  Estimated Accuracy
 BN0339;SPC TX C     - 3,076,850.      770,360.      MT  (+/- 180 meters Scaled)
 BN0339
 BN0339                          SUPERSEDED SURVEY CONTROL
 BN0339
 BN0339  NGVD 29 (??/??/92)  604.344  (m)         1982.75   (f) ADJ UNCH    2 0
 BN0339
 BN0339.Superseded values are not recommended for survey control.
 BN0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0339.See file dsdata.txt to determine how the superseded data were derived.
 BN0339
 BN0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU422585(NAD 83)
 BN0339_MARKER: DB = BENCH MARK DISK
 BN0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0339_STAMPING: K 449 1935
 BN0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0339+STABILITY: SURFACE MOTION
 BN0339
 BN0339  HISTORY     - Date     Condition        Report By
 BN0339  HISTORY     - 1935     MONUMENTED       CGS
 BN0339  HISTORY     - 1974     GOOD             USGS
 BN0339  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 BN0339
 BN0339                          STATION DESCRIPTION
 BN0339
 BN0339'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 BN0339'5.8 MI SE FROM SEGOVIA.
 BN0339'5.8 MI SE ALONG STATE HWY 27 FROM THE PO AT SEGOVIA CENTER OVERPASS
 BN0339'OVER IH 10 AT SEGOVIA.  0.5 MILES SE ALONG SERVICE ROAD (OLD SEGOVIA
 BN0339'ROAD) TO END OF PAVEMENT.  6.6 MILES SE ALONG OLD SEGOVIA ROAD-CENTER
 BN0339'OVERPASS OVER IH 10 AT SEGOVIA.  7.0 MILES SE ALONG IH 10 TO EXIT 472.
 BN0339'0.1 MILES ON EXIT RAMP TO SERVICE ROAD.  0.2 MILES NW ALONG SERVICE
 BN0339'ROAD TO OLD SEGOVIA ROAD.  0.4 MILES W ALONG OLD SEGOVIA ROAD. 200 FT
 BN0339'E OF CURVE.  40 FT S OF CENTER ROAD.  AT E EDGE OF BUSH. A STANDARD
 BN0339'DISK, STAMPED K 449 1935 AND SET IN TOP OF CONCRETE POST PROJECTING
 BN0339'0.3 FT.
 BN0339
 BN0339                          STATION RECOVERY (1999)
 BN0339
 BN0339'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1119 ***********************************************************************
 AY1119  DESIGNATION -  K 450
 AY1119  PID         -  AY1119
 AY1119  STATE/COUNTY-  TX/BANDERA
 AY1119  USGS QUAD   -  ECHO HILL RANCH (1964)
 AY1119
 AY1119                         *CURRENT SURVEY CONTROL
 AY1119  ___________________________________________________________________
 AY1119* NAD 83(1986)-  29 52 39.     (N)    099 17 07.     (W)     SCALED    
 AY1119* NAVD 88     -       477.534  (meters)    1566.71   (feet)  ADJUSTED  
 AY1119  ___________________________________________________________________
 AY1119  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 AY1119  DYNAMIC HT  -         476.850 (meters)    1564.47  (feet)  COMP
 AY1119  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 AY1119
 AY1119  VERT ORDER  -  SECOND    CLASS 0
 AY1119
 AY1119.The horizontal coordinates were scaled from a topographic map and have
 AY1119.an estimated accuracy of +/- 6 seconds.
 AY1119
 AY1119.The orthometric height was determined by differential leveling
 AY1119.and adjusted by the National Geodetic Survey in June 1991..
 AY1119
 AY1119.The geoid height was determined by GEOID03.
 AY1119
 AY1119.The dynamic height is computed by dividing the NAVD 88
 AY1119.geopotential number by the normal gravity value computed on the
 AY1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1119.degrees latitude (g = 980.6199 gals.).
 AY1119
 AY1119.The modeled gravity was interpolated from observed gravity values.
 AY1119
 AY1119;                    North         East    Units  Estimated Accuracy
 AY1119;SPC TXSC     - 4,226,580.      572,440.      MT  (+/- 180 meters Scaled)
 AY1119
 AY1119                          SUPERSEDED SURVEY CONTROL
 AY1119
 AY1119  NGVD 29 (??/??/92)  477.439  (m)         1566.40   (f) ADJ UNCH    2 0
 AY1119
 AY1119.Superseded values are not recommended for survey control.
 AY1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1119.See file dsdata.txt to determine how the superseded data were derived.
 AY1119
 AY1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU724052(NAD 83)
 AY1119_MARKER: DB = BENCH MARK DISK
 AY1119_SETTING: 66 = SET IN ROCK OUTCROP
 AY1119_SP_SET: ROCK
 AY1119_STAMPING: K 450 1935
 AY1119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1119+STABILITY: POSITION/ELEVATION WELL
 AY1119
 AY1119  HISTORY     - Date     Condition        Report By
 AY1119  HISTORY     - 1935     MONUMENTED       CGS
 AY1119  HISTORY     - 1953     GOOD             NGS
 AY1119  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1119
 AY1119                          STATION DESCRIPTION
 AY1119
 AY1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1119'17.1 MI SW FROM KERRVILLE.
 AY1119'17.1 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1119'KERRVILLE, 84 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 69 FEET
 AY1119'EAST OF THE SOUTHEAST CORNER OF A SMALL CONCRETE BRIDGE OVER WALLIS
 AY1119'CREEK, 20 FEET SOUTH OF THE SOUTH BANK OF THE CREEK, 15 FEET EAST OF A
 AY1119'FENCE, SET IN THE TOP OF THE MOST SOUTHERLY ONE OF 3 LARGE ROCKS.
 AY1119
 AY1119                          STATION RECOVERY (1990)
 AY1119
 AY1119'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0244 ***********************************************************************
 CD0244  DESIGNATION -  K 451
 CD0244  PID         -  CD0244
 CD0244  STATE/COUNTY-  TX/CULBERSON
 CD0244  USGS QUAD   -  VICTORIO PEAK (1973)
 CD0244
 CD0244                         *CURRENT SURVEY CONTROL
 CD0244  ___________________________________________________________________
 CD0244* NAD 83(1986)-  31 15 42.     (N)    104 50 46.     (W)     SCALED    
 CD0244* NAVD 88     -      1211.072  (meters)    3973.33   (feet)  ADJUSTED  
 CD0244  ___________________________________________________________________
 CD0244  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0244  DYNAMIC HT  -        1209.189 (meters)    3967.15  (feet)  COMP
 CD0244  MODELED GRAV-     979,044.1   (mgal)                       NAVD 88
 CD0244
 CD0244  VERT ORDER  -  SECOND    CLASS 0
 CD0244
 CD0244.The horizontal coordinates were scaled from a topographic map and have
 CD0244.an estimated accuracy of +/- 6 seconds.
 CD0244
 CD0244.The orthometric height was determined by differential leveling
 CD0244.and adjusted by the National Geodetic Survey in June 1991..
 CD0244
 CD0244.The geoid height was determined by GEOID03.
 CD0244
 CD0244.The dynamic height is computed by dividing the NAVD 88
 CD0244.geopotential number by the normal gravity value computed on the
 CD0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0244.degrees latitude (g = 980.6199 gals.).
 CD0244
 CD0244.The modeled gravity was interpolated from observed gravity values.
 CD0244
 CD0244;                    North         East    Units  Estimated Accuracy
 CD0244;SPC TX C     - 3,185,530.      270,360.      MT  (+/- 180 meters Scaled)
 CD0244
 CD0244                          SUPERSEDED SURVEY CONTROL
 CD0244
 CD0244  NGVD 29 (??/??/92) 1210.572  (m)         3971.68   (f) ADJ UNCH    2 0
 CD0244
 CD0244.Superseded values are not recommended for survey control.
 CD0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0244.See file dsdata.txt to determine how the superseded data were derived.
 CD0244
 CD0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ146586(NAD 83)
 CD0244_MARKER: DB = BENCH MARK DISK
 CD0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0244_STAMPING: K 451 1934
 CD0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0244+STABILITY: SURFACE MOTION
 CD0244
 CD0244  HISTORY     - Date     Condition        Report By
 CD0244  HISTORY     - 1934     MONUMENTED       CGS
 CD0244  HISTORY     - 1958     GOOD             NGS
 CD0244
 CD0244                          STATION DESCRIPTION
 CD0244
 CD0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0244'17.1 MI N FROM VAN HORN.
 CD0244'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0244'STATION AT VAN HORN, THENCE ABOUT 16.95 MILES NORTH ALONG STATE
 CD0244'HIGHWAY 54.  66 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 CD0244'0.15 MILE NORTH OF A DIP, 53 FEET SOUTH OF A FENCE CORNER POST, 2 FEET
 CD0244'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CD0244'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0498 ***********************************************************************
 BP0498  DESIGNATION -  K 452
 BP0498  PID         -  BP0498
 BP0498  STATE/COUNTY-  TX/REEVES
 BP0498  USGS QUAD   -  ANTELOPE FLAT (1972)
 BP0498
 BP0498                         *CURRENT SURVEY CONTROL
 BP0498  ___________________________________________________________________
 BP0498* NAD 83(1986)-  30 59 55.     (N)    103 55 49.     (W)     SCALED    
 BP0498* NAVD 88     -      1141.759  (meters)    3745.92   (feet)  POSTED    
 BP0498  ___________________________________________________________________
 BP0498  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 BP0498  DYNAMIC HT  -        1140.000 (meters)    3740.15  (feet)  COMP
 BP0498  MODELED GRAV-     979,061.8   (mgal)                       NAVD 88
 BP0498
 BP0498  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0498
 BP0498.The horizontal coordinates were scaled from a topographic map and have
 BP0498.an estimated accuracy of +/- 6 seconds.
 BP0498
 BP0498.The orthometric height was determined by differential leveling
 BP0498.and adjusted by the National Geodetic Survey in 1992..
 BP0498.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0498.rate of 1.1 thru 2.0 mm/km.
 BP0498
 BP0498.The geoid height was determined by GEOID03.
 BP0498
 BP0498.The dynamic height is computed by dividing the NAVD 88
 BP0498.geopotential number by the normal gravity value computed on the
 BP0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0498.degrees latitude (g = 980.6199 gals.).
 BP0498
 BP0498.The modeled gravity was interpolated from observed gravity values.
 BP0498
 BP0498;                    North         East    Units  Estimated Accuracy
 BP0498;SPC TX C     - 3,153,210.      356,570.      MT  (+/- 180 meters Scaled)
 BP0498
 BP0498                          SUPERSEDED SURVEY CONTROL
 BP0498
 BP0498  NGVD 29 (??/??/92) 1141.349  (m)         3744.58   (f) ADJ UNCH    2 0
 BP0498
 BP0498.Superseded values are not recommended for survey control.
 BP0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0498.See file dsdata.txt to determine how the superseded data were derived.
 BP0498
 BP0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ021299(NAD 83)
 BP0498_MARKER: DB = BENCH MARK DISK
 BP0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0498_STAMPING: K 452 1934 3744.743
 BP0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0498+STABILITY: SURFACE MOTION
 BP0498
 BP0498  HISTORY     - Date     Condition        Report By
 BP0498  HISTORY     - 1934     MONUMENTED       CGS
 BP0498  HISTORY     - 1958     GOOD             NGS
 BP0498
 BP0498                          STATION DESCRIPTION
 BP0498
 BP0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0498'10.45 MI NW FROM TOYAHVALE.
 BP0498'ABOUT 10.45 MILES NORTHWEST ALONG U. S. HIGHWAY 290 FROM THE POST
 BP0498'OFFICE AT TOYAHVALE, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BP0498'HIGHWAY, 0.6 MILE NORTHWEST OF THE JEFF DAVIS-REEVES COUNTY LINE, 0.15
 BP0498'MILE NORTHWEST OF A SMALL CONCRETE CULVERT, 0.15 MILE SOUTHEAST OF THE
 BP0498'TOP OF A HILL AND A CURVE IN THE HIGHWAY, 3 FEET NORTHEAST OF A FENCE,
 BP0498'AND IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0249 ***********************************************************************
 BP0249  DESIGNATION -  K 453 RESET 1962
 BP0249  PID         -  BP0249
 BP0249  STATE/COUNTY-  TX/PECOS
 BP0249  USGS QUAD   -  TUCKER HILL (1970)
 BP0249
 BP0249                         *CURRENT SURVEY CONTROL
 BP0249  ___________________________________________________________________
 BP0249* NAD 83(1986)-  30 56 02.     (N)    103 16 30.     (W)     SCALED    
 BP0249* NAVD 88     -       930.68   (+/-2cm)    3053.4    (feet)  VERTCON   
 BP0249  ___________________________________________________________________
 BP0249  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 BP0249
 BP0249  VERT ORDER  -  THIRD (See Below)
 BP0249
 BP0249.The horizontal coordinates were scaled from a topographic map and have
 BP0249.an estimated accuracy of +/- 6 seconds.
 BP0249
 BP0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0249.The vertical order pertains to the NGVD 29 superseded value.
 BP0249
 BP0249.The geoid height was determined by GEOID03.
 BP0249
 BP0249;                    North         East    Units  Estimated Accuracy
 BP0249;SPC TX C     - 3,144,190.      418,930.      MT  (+/- 180 meters Scaled)
 BP0249
 BP0249                          SUPERSEDED SURVEY CONTROL
 BP0249
 BP0249  NGVD 29 (01/29/03)  930.34   (m)         3052.3    (f) RESET       3  
 BP0249
 BP0249.Superseded values are not recommended for survey control.
 BP0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0249.See file dsdata.txt to determine how the superseded data were derived.
 BP0249
 BP0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ648235(NAD 83)
 BP0249_MARKER: DB = BENCH MARK DISK
 BP0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0249_STAMPING: K 453 RESET 1962
 BP0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0249+STABILITY: SURFACE MOTION
 BP0249
 BP0249  HISTORY     - Date     Condition        Report By
 BP0249  HISTORY     - 1962     MONUMENTED       CGS
 BP0249
 BP0249                          STATION DESCRIPTION
 BP0249
 BP0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BP0249'24.1 MI W FROM FORT STOCKTON.
 BP0249'ABOUT 10.3 MILES WEST ALONG U.S. HIGHWAY 67 AND 290 FROM THE PANHANDLE
 BP0249'AND SANTA FE RAILWAY STATION AT FORT STOCKTON, PECOS COUNTY, THENCE
 BP0249'13.85 MILES WEST ALONG U.S. HIGHWAY 290, 132 FEET NORTH OF THE CENTER
 BP0249'LINE OF HIGHWAY, AND 1-1/2 FEET EAST OF A 4 X 4 IN. WOODEN WITNESS
 BP0249'POST.  A STANDARD DISK STAMPED K453 RESET 1962, SET IN A 12 X 12 IN.
 BP0249'CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0001 ***********************************************************************
 BB0001  DESIGNATION -  K 454
 BB0001  PID         -  BB0001
 BB0001  STATE/COUNTY-  TX/PRESIDIO
 BB0001  USGS QUAD   -  CERROS PRIETOS (1983)
 BB0001
 BB0001                         *CURRENT SURVEY CONTROL
 BB0001  ___________________________________________________________________
 BB0001* NAD 83(1986)-  29 59 12.     (N)    104 13 14.     (W)     SCALED    
 BB0001* NAVD 88     -      1517.041  (meters)    4977.16   (feet)  POSTED    
 BB0001  ___________________________________________________________________
 BB0001  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 BB0001  DYNAMIC HT  -        1514.450 (meters)    4968.66  (feet)  COMP
 BB0001  MODELED GRAV-     978,881.5   (mgal)                       NAVD 88
 BB0001
 BB0001  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BB0001
 BB0001.The horizontal coordinates were scaled from a topographic map and have
 BB0001.an estimated accuracy of +/- 6 seconds.
 BB0001
 BB0001.The orthometric height was determined by differential leveling
 BB0001.and adjusted by the National Geodetic Survey in 1992..
 BB0001.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BB0001.rate of 0.0 thru 1.0 mm/km.
 BB0001
 BB0001.The geoid height was determined by GEOID03.
 BB0001
 BB0001.The dynamic height is computed by dividing the NAVD 88
 BB0001.geopotential number by the normal gravity value computed on the
 BB0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0001.degrees latitude (g = 980.6199 gals.).
 BB0001
 BB0001.The modeled gravity was interpolated from observed gravity values.
 BB0001
 BB0001;                    North         East    Units  Estimated Accuracy
 BB0001;SPC TXSC     - 4,249,890.       96,420.      MT  (+/- 180 meters Scaled)
 BB0001
 BB0001                          SUPERSEDED SURVEY CONTROL
 BB0001
 BB0001  NGVD 29 (??/??/92) 1516.524  (m)         4975.46   (f) ADJ UNCH    1 2
 BB0001
 BB0001.Superseded values are not recommended for survey control.
 BB0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0001.See file dsdata.txt to determine how the superseded data were derived.
 BB0001
 BB0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP751175(NAD 83)
 BB0001_MARKER: DB = BENCH MARK DISK
 BB0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0001_SP_SET: CULVERT
 BB0001_STAMPING: K 454 1935
 BB0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0001
 BB0001  HISTORY     - Date     Condition        Report By
 BB0001  HISTORY     - 1935     MONUMENTED       CGS
 BB0001  HISTORY     - 1958     GOOD             NGS
 BB0001  HISTORY     - 1966     MARK NOT FOUND   NGS
 BB0001  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0001
 BB0001                          STATION DESCRIPTION
 BB0001
 BB0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0001'13.85 MI NE FROM SHAFTER.
 BB0001'ABOUT 13.85 MILES NORTHEAST ALONG U. S. HIGHWAY 67 FROM THE BRIDGE
 BB0001'OVER CIBOLO CREEK AT SHAFTER, IN THE TOP OF THE WEST CONCRETE HEAD
 BB0001'WALL OF A CULVERT, AT THE FOOT OF A HILL SLOPING NORTH, 15 FEET WEST
 BB0001'OF THE CENTER LINE OF THE HIGHWAY, 7 FEET NORTH OF THE SOUTH END OF
 BB0001'THE HEAD WALL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BB0001
 BB0001                          STATION RECOVERY (1966)
 BB0001
 BB0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BB0001'MARK NOT FOUND.
 BB0001
 BB0001                          STATION RECOVERY (1996)
 BB0001
 BB0001'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0083 ***********************************************************************
 AM0083  DESIGNATION -  K 455
 AM0083  PID         -  AM0083
 AM0083  STATE/COUNTY-  TX/BRAZORIA
 AM0083  USGS QUAD   -  FREEPORT (1974)
 AM0083
 AM0083                         *CURRENT SURVEY CONTROL
 AM0083  ___________________________________________________________________
 AM0083* NAD 83(1986)-  28 56 13.     (N)    095 18 01.     (W)     SCALED    
 AM0083* NAVD 88     -         1.75   (+/-2cm)       5.7    (feet)  VERTCON   
 AM0083  ___________________________________________________________________
 AM0083  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AM0083
 AM0083  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0083
 AM0083.The horizontal coordinates were scaled from a topographic map and have
 AM0083.an estimated accuracy of +/- 6 seconds.
 AM0083
 AM0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0083.The vertical order pertains to the NGVD 29 superseded value.
 AM0083
 AM0083.The geoid height was determined by GEOID03.
 AM0083
 AM0083;                    North         East    Units  Estimated Accuracy
 AM0083;SPC TXSC     - 4,128,020.      960,620.      MT  (+/- 180 meters Scaled)
 AM0083
 AM0083                          SUPERSEDED SURVEY CONTROL
 AM0083
 AM0083  NGVD 29 (??/??/92)    1.770  (m)            5.81   (f) ADJ UNCH    1 2
 AM0083
 AM0083.Superseded values are not recommended for survey control.
 AM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0083.See file dsdata.txt to determine how the superseded data were derived.
 AM0083
 AM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN757031(NAD 83)
 AM0083_MARKER: DB = BENCH MARK DISK
 AM0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0083_STAMPING: K 455 1950
 AM0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0083+STABILITY: SURFACE MOTION
 AM0083
 AM0083  HISTORY     - Date     Condition        Report By
 AM0083  HISTORY     - 1950     MONUMENTED       CGS
 AM0083  HISTORY     - 1963     GOOD             NGS
 AM0083  HISTORY     - 1978     MARK NOT FOUND   NGS
 AM0083  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 AM0083
 AM0083                          STATION DESCRIPTION
 AM0083
 AM0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AM0083'4.1 MI SE FROM FREEPORT.
 AM0083'FROM INTERSECTION OF 2ND AND PINE STREETS IN FREEPORT, PROCEED
 AM0083'SOUTH-SOUTHWEST ON PINE STREET 0.85 MILE, THENCE LEFT SOUTHEAST ON
 AM0083'MAIN PAVED ROAD CROSSING OVER THE INTERCOASTAL CANAL BRIDGE FOR 1.65
 AM0083'MILE TO A T-INTERSECTION.  THEN LEFT, EAST AND NORTHEAST ON PAVED ROAD
 AM0083'2.1 MILE, THENCE RIGHT 0.05 MILE, THENCE LEFT EAST- FOR ABOUT 0.5 MILE
 AM0083'TO WHERE ROAD TURNS RIGHT AT BEACH AND MARK IN JETTY WHICH IS 283 FEET
 AM0083'SOUTHEAST FROM NORTHWEST END OF CONCRETE JETTY.  NOTE-- CONCRETE JETTY
 AM0083'REMAINS THE SAME BUT PREVIOUS ROADS AND THE BEACH LINE WASHED OUT IN
 AM0083'PLACES.  REACHED VIA THE BRYAN- QUINTANA BEACH ROAD.
 AM0083
 AM0083                          STATION RECOVERY (1978)
 AM0083
 AM0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0083'NOT RECOVERED.
 AM0083
 AM0083                          STATION RECOVERY (1998)
 AM0083
 AM0083'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1100 ***********************************************************************
 AW1100  DESIGNATION -  K 458
 AW1100  PID         -  AW1100
 AW1100  STATE/COUNTY-  TX/HARRIS
 AW1100  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1100
 AW1100                         *CURRENT SURVEY CONTROL
 AW1100  ___________________________________________________________________
 AW1100* NAD 83(1986)-  29 36 44.     (N)    095 10 09.     (W)     SCALED    
 AW1100* NAVD 88     -         9.376  (meters)      30.76   (feet)  ADJUSTED  
 AW1100  ___________________________________________________________________
 AW1100  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW1100  DYNAMIC HT  -           9.363 (meters)      30.72  (feet)  COMP
 AW1100  MODELED GRAV-     979,275.6   (mgal)                       NAVD 88
 AW1100
 AW1100  VERT ORDER  -  FIRST     CLASS II
 AW1100
 AW1100.This mark is at Ellington Fld (EFD) Airport (EFD)
 AW1100
 AW1100.The horizontal coordinates were scaled from a topographic map and have
 AW1100.an estimated accuracy of +/- 6 seconds.
 AW1100
 AW1100.The orthometric height was determined by differential leveling
 AW1100.and adjusted by the National Geodetic Survey in June 1991..
 AW1100
 AW1100.The geoid height was determined by GEOID03.
 AW1100
 AW1100.The dynamic height is computed by dividing the NAVD 88
 AW1100.geopotential number by the normal gravity value computed on the
 AW1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1100.degrees latitude (g = 980.6199 gals.).
 AW1100
 AW1100.The modeled gravity was interpolated from observed gravity values.
 AW1100
 AW1100;                    North         East    Units  Estimated Accuracy
 AW1100;SPC TXSC     - 4,203,220.      970,940.      MT  (+/- 180 meters Scaled)
 AW1100
 AW1100                          SUPERSEDED SURVEY CONTROL
 AW1100
 AW1100  NGVD 29 (12/23/87)    9.373  (m)           30.75   (f) ADJUSTED    1 2
 AW1100
 AW1100.Superseded values are not recommended for survey control.
 AW1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1100.See file dsdata.txt to determine how the superseded data were derived.
 AW1100
 AW1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN899777(NAD 83)
 AW1100_MARKER: DB = BENCH MARK DISK
 AW1100_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW1100+WITH SETTING: PAVEMENT
 AW1100_SP_SET: CONCRETE FLOOR
 AW1100_STAMPING: K 458 1951
 AW1100_MARK LOGO: CGS   
 AW1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1100+STABILITY: SURFACE MOTION
 AW1100
 AW1100  HISTORY     - Date     Condition        Report By
 AW1100  HISTORY     - 1951     MONUMENTED       CGS
 AW1100  HISTORY     - 1973     GOOD             NGS
 AW1100  HISTORY     - 1978     GOOD             NGS
 AW1100  HISTORY     - 1987     GOOD             USPSQD
 AW1100  HISTORY     - 1987     GOOD             USPSQD
 AW1100  HISTORY     - 1987     GOOD             USPSQD
 AW1100  HISTORY     - 1987     GOOD             USPSQD
 AW1100  HISTORY     - 1987     GOOD             USPSQD
 AW1100  HISTORY     - 1987     GOOD             USPSQD
 AW1100  HISTORY     - 1987     GOOD             USPSQD
 AW1100  HISTORY     - 1987     GOOD             USPSQD
 AW1100  HISTORY     - 1987     GOOD             USPSQD
 AW1100  HISTORY     - 1987     GOOD             NGS
 AW1100  HISTORY     - 1988     GOOD             USPSQD
 AW1100  HISTORY     - 1988     POOR             USPSQD
 AW1100  HISTORY     - 1988     GOOD             USPSQD
 AW1100  HISTORY     - 1988     GOOD             USPSQD
 AW1100  HISTORY     - 1988     GOOD             USPSQD
 AW1100  HISTORY     - 1988     GOOD             USPSQD
 AW1100  HISTORY     - 1988     GOOD             USPSQD
 AW1100  HISTORY     - 1989     GOOD             USPSQD
 AW1100  HISTORY     - 1989     GOOD             USPSQD
 AW1100  HISTORY     - 1989     GOOD             USPSQD
 AW1100  HISTORY     - 1989     GOOD             USPSQD
 AW1100  HISTORY     - 1989     GOOD             USPSQD
 AW1100  HISTORY     - 1989     GOOD             USPSQD
 AW1100  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW1100  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1100
 AW1100                          STATION DESCRIPTION
 AW1100
 AW1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1100'3.75 MI SE FROM GENOA.
 AW1100'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1100'GENOA-RED BLUFF ROAD AT GENOA, THENCE 1.25 MILE NORTH ALONG BRANTLY
 AW1100'AVENUE AT ELLINGTON AIR FORCE BASE, AT THE MOST EASTERLY OF THE
 AW1100'HANGERS, SET IN THE TOP AND 1.0 FOOT EAST OF THE SOUTH CONCRETE
 AW1100'FOUNDATION OF A DOOR WELL, THE FOUNDATION FOR A HANGAR DOOR TRACK,
 AW1100'22.3 FEET EAST OF THE SOUTHWEST CORNER OF THE HANGAR, AND LEVEL WITH
 AW1100'THE FLOOR OF THE HANGAR.
 AW1100
 AW1100                          STATION RECOVERY (1978)
 AW1100
 AW1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1987)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1987)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1987)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1987)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1987)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1987)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1987)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1987)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1987)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1987)
 AW1100
 AW1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1100'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--AT
 AW1100'HANGER NUMBER 1185.
 AW1100
 AW1100                          STATION RECOVERY (1988)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1988)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1100'MARK RECOVERED IN POOR CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1988)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1988)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1988)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCA)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1988)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1988)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1989)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1989)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1989)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1989)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1989)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1989)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1100'RECOVERED IN GOOD CONDITION.
 AW1100
 AW1100                          STATION RECOVERY (1993)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1100'MARK NOT FOUND.
 AW1100
 AW1100                          STATION RECOVERY (2000)
 AW1100
 AW1100'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0012 ***********************************************************************
 AH0012  DESIGNATION -  K 46
 AH0012  PID         -  AH0012
 AH0012  STATE/COUNTY-  TX/NUECES
 AH0012  USGS QUAD   -  ODEM (1975)
 AH0012
 AH0012                         *CURRENT SURVEY CONTROL
 AH0012  ___________________________________________________________________
 AH0012* NAD 83(1986)-  27 53 31.     (N)    097 37 16.     (W)     SCALED    
 AH0012* NAVD 88     -         3.256  (meters)      10.68   (feet)  ADJUSTED  
 AH0012  ___________________________________________________________________
 AH0012  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH0012  DYNAMIC HT  -           3.251 (meters)      10.67  (feet)  COMP
 AH0012  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 AH0012
 AH0012  VERT ORDER  -  FIRST     CLASS I
 AH0012
 AH0012.The horizontal coordinates were scaled from a topographic map and have
 AH0012.an estimated accuracy of +/- 6 seconds.
 AH0012
 AH0012.The orthometric height was determined by differential leveling
 AH0012.and adjusted by the National Geodetic Survey in June 1991..
 AH0012.WARNING-Repeat measurements at this control monument indicate possible
 AH0012.vertical movement.
 AH0012
 AH0012.The geoid height was determined by GEOID03.
 AH0012
 AH0012.The dynamic height is computed by dividing the NAVD 88
 AH0012.geopotential number by the normal gravity value computed on the
 AH0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0012.degrees latitude (g = 980.6199 gals.).
 AH0012
 AH0012.The modeled gravity was interpolated from observed gravity values.
 AH0012
 AH0012;                    North         East    Units  Estimated Accuracy
 AH0012;SPC TX S     - 5,246,850.      386,540.      MT  (+/- 180 meters Scaled)
 AH0012
 AH0012                          SUPERSEDED SURVEY CONTROL
 AH0012
 AH0012  NGVD 29 (??/??/92)    3.410  (m)           11.19   (f) ADJ UNCH    1 1
 AH0012
 AH0012.Superseded values are not recommended for survey control.
 AH0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0012.See file dsdata.txt to determine how the superseded data were derived.
 AH0012
 AH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR357859(NAD 83)
 AH0012_MARKER: DB = BENCH MARK DISK
 AH0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0012_SP_SET: BRIDGE
 AH0012_STAMPING: K 46 1917 ELEV 11.05 FT
 AH0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0012
 AH0012  HISTORY     - Date     Condition        Report By
 AH0012  HISTORY     - 1917     MONUMENTED       CGS
 AH0012  HISTORY     - 1950     GOOD             NGS
 AH0012  HISTORY     - 1978     GOOD             NGS
 AH0012
 AH0012                          STATION DESCRIPTION
 AH0012
 AH0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0012'1.7 MI N FROM CALALLEN.
 AH0012'1.7 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AH0012'FROM THE STATION AT CALALLEN, 6 FEET WEST OF THE WEST RAIL, 4 FEET
 AH0012'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE
 AH0012'SOUTH BRIDGE SEAT OF THE BRIDGE OVER THE NUECES RIVER.  NOTE-- NOW THE
 AH0012'SOUTHERN PACIFIC LINES.
 AH0012
 AH0012                          STATION RECOVERY (1978)
 AH0012
 AH0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0641 ***********************************************************************
 AW0641  DESIGNATION -  K 460
 AW0641  PID         -  AW0641
 AW0641  STATE/COUNTY-  TX/GALVESTON
 AW0641  USGS QUAD   -  SAN LUIS PASS (1974)
 AW0641
 AW0641                         *CURRENT SURVEY CONTROL
 AW0641  ___________________________________________________________________
 AW0641* NAD 83(1986)-  29 07 00.     (N)    095 04 34.     (W)     SCALED    
 AW0641* NAVD 88     -         1.771  (meters)       5.81   (feet)  ADJUSTED  
 AW0641  ___________________________________________________________________
 AW0641  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AW0641  DYNAMIC HT  -           1.769 (meters)       5.80  (feet)  COMP
 AW0641  MODELED GRAV-     979,246.6   (mgal)                       NAVD 88
 AW0641
 AW0641  VERT ORDER  -  FIRST     CLASS I
 AW0641
 AW0641.The horizontal coordinates were scaled from a topographic map and have
 AW0641.an estimated accuracy of +/- 6 seconds.
 AW0641
 AW0641.The orthometric height was determined by differential leveling
 AW0641.and adjusted by the National Geodetic Survey in June 1991..
 AW0641
 AW0641.The geoid height was determined by GEOID03.
 AW0641
 AW0641.The dynamic height is computed by dividing the NAVD 88
 AW0641.geopotential number by the normal gravity value computed on the
 AW0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0641.degrees latitude (g = 980.6199 gals.).
 AW0641
 AW0641.The modeled gravity was interpolated from observed gravity values.
 AW0641
 AW0641;                    North         East    Units  Estimated Accuracy
 AW0641;SPC TXSC     - 4,148,630.      981,790.      MT  (+/- 180 meters Scaled)
 AW0641
 AW0641                          SUPERSEDED SURVEY CONTROL
 AW0641
 AW0641  NGVD 29 (12/23/87)    1.768  (m)            5.80   (f) ADJUSTED    1 1
 AW0641
 AW0641.Superseded values are not recommended for survey control.
 AW0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0641.See file dsdata.txt to determine how the superseded data were derived.
 AW0641
 AW0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN979226(NAD 83)
 AW0641_MARKER: DB = BENCH MARK DISK
 AW0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0641_SP_SET: CONCRETE POST
 AW0641_STAMPING: K 460 1951
 AW0641_MARK LOGO: CGS   
 AW0641_PROJECTION: RECESSED 61 CENTIMETERS
 AW0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0641+STABILITY: SURFACE MOTION
 AW0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0641+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2005
 AW0641
 AW0641  HISTORY     - Date     Condition        Report By
 AW0641  HISTORY     - 1951     MONUMENTED       CGS
 AW0641  HISTORY     - 1964     GOOD             NGS
 AW0641  HISTORY     - 1978     GOOD             NGS
 AW0641  HISTORY     - 1987     GOOD             NGS
 AW0641  HISTORY     - 1990     GOOD             USPSQD
 AW0641  HISTORY     - 19910518 GOOD             USPSQD
 AW0641  HISTORY     - 19990604 GOOD             USPSQD
 AW0641  HISTORY     - 20031209 GOOD             USPSQD
 AW0641  HISTORY     - 20041213 GOOD             USPSQD
 AW0641  HISTORY     - 20051218 GOOD             USPSQD
 AW0641
 AW0641                          STATION DESCRIPTION
 AW0641
 AW0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0641'23.3 MI SW FROM GALVESTON.
 AW0641'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0641'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0641'NORTHWEST ALONG A PAVED ROAD, THENCE 16.55 MILES SOUTHWEST ALONG
 AW0641'STEWART ROAD, 65 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 AW0641'172 FEET SOUTHWEST OF THE SOUTHEAST CONCRETE HEAD WALL OF A SMALL
 AW0641'CULVERT, 1.0 FOOT NORTHWEST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH
 AW0641'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST ABOUT 3 FEET BELOW THE
 AW0641'LEVEL OF THE GROUND.
 AW0641
 AW0641                          STATION RECOVERY (1978)
 AW0641
 AW0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0641'RECOVERED IN GOOD CONDITION.
 AW0641
 AW0641                          STATION RECOVERY (1987)
 AW0641
 AW0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0641'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.9 KM (8.0
 AW0641'MI) SOUTHWEST ALONG FARM MARKET ROAD 3005 FROM THE JUNCTION OF
 AW0641'BUCANEER DRIVE IN JAMAICA BEACH, 4.6 KM (2.85 MI) NORTHEAST OF THE
 AW0641'NORTHEAST END OF THE SAN LUIS PASS BRIDGE, 19.9 M (65.3 FT) SOUTHEAST
 AW0641'OF THE CENTERLINE OF THE ROAD, 52.5 M (172.2 FT) SOUTHWEST OF THE
 AW0641'CENTER OF THE SOUTHEAST HEADWALL OF A SMALL CONCRETE CULVERT, 37.3 M
 AW0641'(122.4 FT) SOUTHEAST AND ACROSS THE ROAD FROM A METAL GATE, AND 10.8 M
 AW0641'(35.4 FT) NORTHEAST OF UTILITY POLE NUMBER 40.
 AW0641
 AW0641                          STATION RECOVERY (1990)
 AW0641
 AW0641'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0641'RECOVERED IN GOOD CONDITION.
 AW0641
 AW0641                          STATION RECOVERY (1991)
 AW0641
 AW0641'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 AW0641'RECOVERED IN GOOD CONDITION.
 AW0641
 AW0641                          STATION RECOVERY (1999)
 AW0641
 AW0641'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0641'RECOVERED IN GOOD CONDITION.
 AW0641
 AW0641                          STATION RECOVERY (2003)
 AW0641
 AW0641'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0641'RECOVERED IN GOOD CONDITION.
 AW0641
 AW0641                          STATION RECOVERY (2004)
 AW0641
 AW0641'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0641'RECOVERED IN GOOD CONDITION.
 AW0641
 AW0641                          STATION RECOVERY (2005)
 AW0641
 AW0641'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0641'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1439 ***********************************************************************
 AY1439  DESIGNATION -  K 461
 AY1439  PID         -  AY1439
 AY1439  STATE/COUNTY-  TX/REAL
 AY1439  USGS QUAD   -  OWL HOLLOW (1971)
 AY1439
 AY1439                         *CURRENT SURVEY CONTROL
 AY1439  ___________________________________________________________________
 AY1439* NAD 83(1986)-  29 47 51.     (N)    099 47 10.     (W)     SCALED    
 AY1439* NAVD 88     -       527.328  (meters)    1730.08   (feet)  ADJUSTED  
 AY1439  ___________________________________________________________________
 AY1439  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 AY1439  DYNAMIC HT  -         526.552 (meters)    1727.53  (feet)  COMP
 AY1439  MODELED GRAV-     979,154.0   (mgal)                       NAVD 88
 AY1439
 AY1439  VERT ORDER  -  SECOND    CLASS 0
 AY1439
 AY1439.The horizontal coordinates were scaled from a topographic map and have
 AY1439.an estimated accuracy of +/- 6 seconds.
 AY1439
 AY1439.The orthometric height was determined by differential leveling
 AY1439.and adjusted by the National Geodetic Survey in June 1991..
 AY1439
 AY1439.The geoid height was determined by GEOID03.
 AY1439
 AY1439.The dynamic height is computed by dividing the NAVD 88
 AY1439.geopotential number by the normal gravity value computed on the
 AY1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1439.degrees latitude (g = 980.6199 gals.).
 AY1439
 AY1439.The modeled gravity was interpolated from observed gravity values.
 AY1439
 AY1439;                    North         East    Units  Estimated Accuracy
 AY1439;SPC TXSC     - 4,217,940.      524,010.      MT  (+/- 180 meters Scaled)
 AY1439
 AY1439                          SUPERSEDED SURVEY CONTROL
 AY1439
 AY1439  NGVD 29 (??/??/92)  527.240  (m)         1729.79   (f) ADJ UNCH    2 0
 AY1439
 AY1439.Superseded values are not recommended for survey control.
 AY1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1439.See file dsdata.txt to determine how the superseded data were derived.
 AY1439
 AY1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT240966(NAD 83)
 AY1439_MARKER: DB = BENCH MARK DISK
 AY1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1439_STAMPING: K 461 1953
 AY1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1439+STABILITY: SURFACE MOTION
 AY1439
 AY1439  HISTORY     - Date     Condition        Report By
 AY1439  HISTORY     - 1953     MONUMENTED       CGS
 AY1439  HISTORY     - 1989     GOOD             USPSQD
 AY1439  HISTORY     - 20010331 GOOD             NGS
 AY1439  HISTORY     - 20010801 GOOD             NGS
 AY1439
 AY1439                          STATION DESCRIPTION
 AY1439
 AY1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1439'5.55 MI N FROM LEAKEY.
 AY1439'0.75 MILE NORTH ALONG U.S. HIGHWAY 83 AND RANCH ROAD 336 FROM THE
 AY1439'COURTHOUSE AT LEAKEY, THENCE 4.4 MILES NORTH ALONG RANCH ROAD 336,
 AY1439'THENCE 0.4 MILE NORTHWEST ALONG THE AIR STRIP OF THE LEWIS RANCH
 AY1439'AIRPORT, IN LINE WITH A ROW OF POWER POLES, 117 FEET NORTH OF A FENCE
 AY1439'CORNER, 48.4 FEET SOUTHEAST OF A POWER POLE, 2.8 FEET EAST OF A FENCE,
 AY1439'1.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AY1439'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY1439
 AY1439                          STATION RECOVERY (1989)
 AY1439
 AY1439'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 AY1439'RECOVERED IN GOOD CONDITION.
 AY1439
 AY1439                          STATION RECOVERY (2001)
 AY1439
 AY1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1439'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1439
 AY1439                          STATION RECOVERY (2001)
 AY1439
 AY1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1439'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1403 ***********************************************************************
 AY1403  DESIGNATION -  K 462
 AY1403  PID         -  AY1403
 AY1403  STATE/COUNTY-  TX/REAL
 AY1403  USGS QUAD   -  OWL HOLLOW (1971)
 AY1403
 AY1403                         *CURRENT SURVEY CONTROL
 AY1403  ___________________________________________________________________
 AY1403* NAD 83(1986)-  29 45 48.     (N)    099 50 00.     (W)     SCALED    
 AY1403* NAVD 88     -       712.228  (meters)    2336.70   (feet)  ADJUSTED  
 AY1403  ___________________________________________________________________
 AY1403  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 AY1403  DYNAMIC HT  -         711.170 (meters)    2333.23  (feet)  COMP
 AY1403  MODELED GRAV-     979,132.2   (mgal)                       NAVD 88
 AY1403
 AY1403  VERT ORDER  -  SECOND    CLASS 0
 AY1403
 AY1403.The horizontal coordinates were scaled from a topographic map and have
 AY1403.an estimated accuracy of +/- 6 seconds.
 AY1403
 AY1403.The orthometric height was determined by differential leveling
 AY1403.and adjusted by the National Geodetic Survey in June 1991..
 AY1403
 AY1403.The geoid height was determined by GEOID03.
 AY1403
 AY1403.The dynamic height is computed by dividing the NAVD 88
 AY1403.geopotential number by the normal gravity value computed on the
 AY1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1403.degrees latitude (g = 980.6199 gals.).
 AY1403
 AY1403.The modeled gravity was interpolated from observed gravity values.
 AY1403
 AY1403;                    North         East    Units  Estimated Accuracy
 AY1403;SPC TXSC     - 4,214,180.      519,410.      MT  (+/- 180 meters Scaled)
 AY1403
 AY1403                          SUPERSEDED SURVEY CONTROL
 AY1403
 AY1403  NGVD 29 (??/??/92)  712.129  (m)         2336.38   (f) ADJ UNCH    2 0
 AY1403
 AY1403.Superseded values are not recommended for survey control.
 AY1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1403.See file dsdata.txt to determine how the superseded data were derived.
 AY1403
 AY1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT194928(NAD 83)
 AY1403_MARKER: DB = BENCH MARK DISK
 AY1403_SETTING: 66 = SET IN ROCK OUTCROP
 AY1403_SP_SET: LIMESTONE OUTCROP
 AY1403_STAMPING: K 462 1953
 AY1403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1403+STABILITY: POSITION/ELEVATION WELL
 AY1403
 AY1403  HISTORY     - Date     Condition        Report By
 AY1403  HISTORY     - 1953     MONUMENTED       CGS
 AY1403  HISTORY     - 20010331 GOOD             NGS
 AY1403  HISTORY     - 20010331 GOOD             NGS
 AY1403  HISTORY     - 20010801 GOOD             NGS
 AY1403
 AY1403                          STATION DESCRIPTION
 AY1403
 AY1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1403'6.35 MI W FROM LEAKEY.
 AY1403'0.1 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT LEAKEY,
 AY1403'THENCE 6.25 MILES WEST ALONG RANCH ROAD 337, ON TOP OF A HILL, 105
 AY1403'FEET NORTHEAST OF THE CENTER LINE OF THE RANCH ROAD, 54 FEET NORTHEAST
 AY1403'OF A FENCE, 0.4 FOOT ABOVE THE GROUND, SET IN THE TOP OF A 2X4 FOOT
 AY1403'LIMESTONE OUTCROP.
 AY1403
 AY1403                          STATION RECOVERY (2001)
 AY1403
 AY1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1403'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1403
 AY1403                          STATION RECOVERY (2001)
 AY1403
 AY1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1403'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1403
 AY1403                          STATION RECOVERY (2001)
 AY1403
 AY1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1403'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1148 ***********************************************************************
 AY1148  DESIGNATION -  K 463
 AY1148  PID         -  AY1148
 AY1148  STATE/COUNTY-  TX/BANDERA
 AY1148  USGS QUAD   -  BANDERA PASS (1982)
 AY1148
 AY1148                         *CURRENT SURVEY CONTROL
 AY1148  ___________________________________________________________________
 AY1148* NAD 83(1986)-  29 45 51.     (N)    099 06 49.     (W)     SCALED    
 AY1148* NAVD 88     -       433.937  (meters)    1423.67   (feet)  ADJUSTED  
 AY1148  ___________________________________________________________________
 AY1148  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AY1148  DYNAMIC HT  -         433.314 (meters)    1421.63  (feet)  COMP
 AY1148  MODELED GRAV-     979,192.8   (mgal)                       NAVD 88
 AY1148
 AY1148  VERT ORDER  -  SECOND    CLASS 0
 AY1148
 AY1148.The horizontal coordinates were scaled from a topographic map and have
 AY1148.an estimated accuracy of +/- 6 seconds.
 AY1148
 AY1148.The orthometric height was determined by differential leveling
 AY1148.and adjusted by the National Geodetic Survey in June 1991..
 AY1148
 AY1148.The geoid height was determined by GEOID03.
 AY1148
 AY1148.The dynamic height is computed by dividing the NAVD 88
 AY1148.geopotential number by the normal gravity value computed on the
 AY1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1148.degrees latitude (g = 980.6199 gals.).
 AY1148
 AY1148.The modeled gravity was interpolated from observed gravity values.
 AY1148
 AY1148;                    North         East    Units  Estimated Accuracy
 AY1148;SPC TXSC     - 4,213,990.      589,010.      MT  (+/- 180 meters Scaled)
 AY1148
 AY1148                          SUPERSEDED SURVEY CONTROL
 AY1148
 AY1148  NGVD 29 (??/??/92)  433.820  (m)         1423.29   (f) ADJ UNCH    2 0
 AY1148
 AY1148.Superseded values are not recommended for survey control.
 AY1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1148.See file dsdata.txt to determine how the superseded data were derived.
 AY1148
 AY1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT890926(NAD 83)
 AY1148_MARKER: DB = BENCH MARK DISK
 AY1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1148_STAMPING: K 463 1953
 AY1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1148+STABILITY: SURFACE MOTION
 AY1148
 AY1148  HISTORY     - Date     Condition        Report By
 AY1148  HISTORY     - 1953     MONUMENTED       CGS
 AY1148  HISTORY     - 19931117 MARK NOT FOUND   USPSQD
 AY1148  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1148
 AY1148                          STATION DESCRIPTION
 AY1148
 AY1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1148'4.4 MI NW FROM BANDERA.
 AY1148'0.35 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1148'BANDERA, THENCE 0.45 MILE NORTH ALONG FARM ROAD 689, THENCE 3.15 MILES
 AY1148'NORTHWEST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTHWEST ALONG A DIM
 AY1148'TRACK ROAD, THENCE 0.25 MILE SOUTH ALONG THE NORTH AND SOUTH RUNWAY OF
 AY1148'THE MONTAGUE RANCH AIRPORT, 150 FEET WEST OF THE CENTER LINE OF THE
 AY1148'NORTH AND SOUTH RUNWAY, 142 FEET NORTH OF THE CENTER LINE OF THE EAST
 AY1148'AND WEST RUNWAY, 92 FEET EAST OF A 20 INCH OAK TREE, 5 FEET NORTHEAST
 AY1148'OF A WIND SOCK, 2.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 AY1148'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1148
 AY1148                          STATION RECOVERY (1993)
 AY1148
 AY1148'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1148'MARK NOT FOUND.
 AY1148
 AY1148                          STATION RECOVERY (2005)
 AY1148
 AY1148'RECOVERY NOTE BY US POWER SQUADRON 2005 (TGM)
 AY1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0160 ***********************************************************************
 BN0160  DESIGNATION -  K 464
 BN0160  PID         -  BN0160
 BN0160  STATE/COUNTY-  TX/GILLESPIE
 BN0160  USGS QUAD   -  CAIN CITY (1963)
 BN0160
 BN0160                         *CURRENT SURVEY CONTROL
 BN0160  ___________________________________________________________________
 BN0160* NAD 83(1986)-  30 13 30.     (N)    098 48 15.     (W)     SCALED    
 BN0160* NAVD 88     -       480.058  (meters)    1574.99   (feet)  POSTED    
 BN0160  ___________________________________________________________________
 BN0160  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BN0160  DYNAMIC HT  -         479.390 (meters)    1572.80  (feet)  COMP
 BN0160  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 BN0160
 BN0160  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0160
 BN0160.The horizontal coordinates were scaled from a topographic map and have
 BN0160.an estimated accuracy of +/- 6 seconds.
 BN0160
 BN0160.The orthometric height was determined by differential leveling
 BN0160.and adjusted by the National Geodetic Survey in 1992..
 BN0160.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0160.rate of 0.0 thru 1.0 mm/km.
 BN0160
 BN0160.The geoid height was determined by GEOID03.
 BN0160
 BN0160.The dynamic height is computed by dividing the NAVD 88
 BN0160.geopotential number by the normal gravity value computed on the
 BN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0160.degrees latitude (g = 980.6199 gals.).
 BN0160
 BN0160.The modeled gravity was interpolated from observed gravity values.
 BN0160
 BN0160;                    North         East    Units  Estimated Accuracy
 BN0160;SPC TX C     - 3,062,910.      847,200.      MT  (+/- 180 meters Scaled)
 BN0160
 BN0160                          SUPERSEDED SURVEY CONTROL
 BN0160
 BN0160  NGVD 29 (??/??/92)  480.007  (m)         1574.82   (f) ADJ UNCH    2 0
 BN0160
 BN0160.Superseded values are not recommended for survey control.
 BN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0160.See file dsdata.txt to determine how the superseded data were derived.
 BN0160
 BN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU188437(NAD 83)
 BN0160_MARKER: DB = BENCH MARK DISK
 BN0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0160_STAMPING: K 464 1953
 BN0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0160+STABILITY: SURFACE MOTION
 BN0160
 BN0160  HISTORY     - Date     Condition        Report By
 BN0160  HISTORY     - 1953     MONUMENTED       CGS
 BN0160  HISTORY     - 1956     GOOD             NGS
 BN0160  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0160
 BN0160                          STATION DESCRIPTION
 BN0160
 BN0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0160'5.6 MI SE FROM FREDERICKSBURG.
 BN0160'5.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT
 BN0160'FREDERICKSBURG, AT A JUNCTION WITH LUCKENBACK ROAD, 108.5 FEET
 BN0160'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK SERVICE STATION,
 BN0160'62 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET WEST OF THE
 BN0160'CENTER LINE OF LUCKENBACH ROAD, 2 FEET NORTHEAST OF A FENCE, 1.8 FEET
 BN0160'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BN0160'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BN0160
 BN0160                          STATION RECOVERY (1956)
 BN0160
 BN0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 BN0160'RECOVERED IN GOOD CONDITION.
 BN0160
 BN0160                          STATION RECOVERY (1993)
 BN0160
 BN0160'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0654 ***********************************************************************
 BN0654  DESIGNATION -  K 464 RESET
 BN0654  PID         -  BN0654
 BN0654  STATE/COUNTY-  TX/GILLESPIE
 BN0654  USGS QUAD   -  CAIN CITY (1963)
 BN0654
 BN0654                         *CURRENT SURVEY CONTROL
 BN0654  ___________________________________________________________________
 BN0654* NAD 83(1993)-  30 13 31.48716(N)    098 48 14.88021(W)     ADJUSTED  
 BN0654* NAVD 88     -       478.28   (+/-2cm)    1569.2    (feet)  VERTCON   
 BN0654  ___________________________________________________________________
 BN0654  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 BN0654  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BN0654
 BN0654  HORZ ORDER  -  SECOND
 BN0654  VERT ORDER  -  THIRD (See Below)
 BN0654
 BN0654.The horizontal coordinates were established by classical geodetic methods
 BN0654.and adjusted by the National Geodetic Survey in February 1996..
 BN0654
 BN0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 BN0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BN0654.The vertical order pertains to the NGVD 29 superseded value.
 BN0654
 BN0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0654
 BN0654.The geoid height was determined by GEOID03.
 BN0654
 BN0654;                    North         East     Units Scale Factor Converg.
 BN0654;SPC TX C     - 3,062,953.033   847,203.571   MT  0.99997275   +0 47 15.5
 BN0654;SPC TX C     -10,049,038.41  2,779,533.72   sFT  0.99997275   +0 47 15.5
 BN0654;UTM  14      - 3,343,779.597   518,848.060   MT  0.99960438   +0 05 55.0
 BN0654
 BN0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0654!SPC TX C     -   0.99992842  x   0.99997275  =   0.99990117
 BN0654!UTM  14      -   0.99992842  x   0.99960438  =   0.99953283
 BN0654
 BN0654                          SUPERSEDED SURVEY CONTROL
 BN0654
 BN0654  NAD 83(1986)-  30 13 31.49645(N)    098 48 14.86593(W) AD(       ) 2
 BN0654  NAD 27      -  30 13 30.76760(N)    098 48 13.73020(W) AD(       ) 2
 BN0654  NGVD 29 (01/29/03)  478.23   (m)         1569.0    (f) RESET       3  
 BN0654
 BN0654.Superseded values are not recommended for survey control.
 BN0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0654.See file dsdata.txt to determine how the superseded data were derived.
 BN0654
 BN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1884843780(NAD 83)
 BN0654_MARKER: DB = BENCH MARK DISK
 BN0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0654_SP_SET: CONCRETE POST
 BN0654_STAMPING: K 464 1953 RESET 1956
 BN0654_MARK LOGO: CGS   
 BN0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0654+STABILITY: SURFACE MOTION
 BN0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0654+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 BN0654
 BN0654  HISTORY     - Date     Condition        Report By
 BN0654  HISTORY     - 1956     MONUMENTED       CGS
 BN0654  HISTORY     - 1956     GOOD
 BN0654  HISTORY     - 19561001 GOOD             LOCENG
 BN0654  HISTORY     - 19930713 GOOD             USPSQD
 BN0654  HISTORY     - 20060130 GOOD             USPSQD
 BN0654
 BN0654                          STATION DESCRIPTION
 BN0654
 BN0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0654'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHEAST OF
 BN0654'FREDERICKSBURG, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 290.
 BN0654'IT IS 61 FEET WEST OF THE CENTER OF THE HIGHWAY, 6 FEET SOUTHEAST
 BN0654'OF A 4 IN X 4 IN WHITE WITNESS POST AND 3 FEET SOUTH OF A
 BN0654'FENCE.  THE MARK IS SET IN A CONCRETE CYLINDER THAT IS 12 INCHES
 BN0654'IN DIAMETER, IT PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 BN0654'K 464 RESET 1956.  A TRAVERSE CONNECTION WAS MADE FROM
 BN0654'TRIANGULATION STATION LUCKEN AND THE DISTANCE WAS FOUND TO
 BN0654'BE 141.81 FEET OR 43.224 METERS.
 BN0654
 BN0654                          STATION RECOVERY (1956)
 BN0654
 BN0654'RECOVERED 1956
 BN0654'RECOVERED IN GOOD CONDITION.
 BN0654
 BN0654                          STATION RECOVERY (1956)
 BN0654
 BN0654'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 BN0654'5.0 MILES EAST OF FREDERICKSBURG ON THE NORTH SIDE OF THE RIGHT-OF-WAY
 BN0654'FOR U.S. HIGHWAY 290 OPPOSITE THE JUNCTION OF LUDENDORF ROAD WITH THE
 BN0654'HIGHWAY (A T-JUNCTION) AND ROUGHLY OPPOSITE A SMALL GROCERY STORE
 BN0654'SITUATED AT THIS JUNCTION, 172 FEET NORTH OF THE SITE OF THE OLD
 BN0654'MARK, 101 FEET NORTH OF THE HIGHWAY, 5 FEET EAST OF WHITE WOODEN
 BN0654'WITNESS POST, AND 1.5 FEET SOUTH OF A FENCE, PROJECTS 8 INCHES.
 BN0654
 BN0654                          STATION RECOVERY (1993)
 BN0654
 BN0654'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0654'RECOVERED IN GOOD CONDITION.
 BN0654
 BN0654                          STATION RECOVERY (2006)
 BN0654
 BN0654'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0654'A CARSONITE WITNESS POST AT THIS LOCATION.  OLD STORE IS GONE.  MARK
 BN0654'IS ACROSS THE ROAD FROM A NEW SHELL SERVICE STATION WITH A CONVENIENCE
 BN0654'STORE LOCATED IN THE SAME BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0427 ***********************************************************************
 AY0427  DESIGNATION -  K 465
 AY0427  PID         -  AY0427
 AY0427  STATE/COUNTY-  TX/BEXAR
 AY0427  USGS QUAD   -  SOUTHTON (1992)
 AY0427
 AY0427                         *CURRENT SURVEY CONTROL
 AY0427  ___________________________________________________________________
 AY0427* NAD 83(1986)-  29 19 14.     (N)    098 27 48.     (W)     SCALED    
 AY0427* NAVD 88     -       173.942  (meters)     570.67   (feet)  ADJUSTED  
 AY0427  ___________________________________________________________________
 AY0427  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AY0427  DYNAMIC HT  -         173.690 (meters)     569.85  (feet)  COMP
 AY0427  MODELED GRAV-     979,189.9   (mgal)                       NAVD 88
 AY0427
 AY0427  VERT ORDER  -  FIRST     CLASS II
 AY0427
 AY0427.The horizontal coordinates were scaled from a topographic map and have
 AY0427.an estimated accuracy of +/- 6 seconds.
 AY0427
 AY0427.The orthometric height was determined by differential leveling
 AY0427.and adjusted by the National Geodetic Survey in June 1991..
 AY0427
 AY0427.The geoid height was determined by GEOID03.
 AY0427
 AY0427.The dynamic height is computed by dividing the NAVD 88
 AY0427.geopotential number by the normal gravity value computed on the
 AY0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0427.degrees latitude (g = 980.6199 gals.).
 AY0427
 AY0427.The modeled gravity was interpolated from observed gravity values.
 AY0427
 AY0427;                    North         East    Units  Estimated Accuracy
 AY0427;SPC TXSC     - 4,164,940.      652,120.      MT  (+/- 180 meters Scaled)
 AY0427
 AY0427                          SUPERSEDED SURVEY CONTROL
 AY0427
 AY0427  NGVD 29 (??/??/92)  173.850  (m)          570.37   (f) ADJ UNCH    1 2
 AY0427
 AY0427.Superseded values are not recommended for survey control.
 AY0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0427.See file dsdata.txt to determine how the superseded data were derived.
 AY0427
 AY0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT521436(NAD 83)
 AY0427_MARKER: DB = BENCH MARK DISK
 AY0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0427_STAMPING: K 465 1952
 AY0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0427+STABILITY: SURFACE MOTION
 AY0427
 AY0427  HISTORY     - Date     Condition        Report By
 AY0427  HISTORY     - 1952     MONUMENTED       CGS
 AY0427  HISTORY     - 1976     GOOD             NGS
 AY0427  HISTORY     - 1980     GOOD             NGS
 AY0427  HISTORY     - 19861204 POOR             USGS
 AY0427  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY0427
 AY0427                          STATION DESCRIPTION
 AY0427
 AY0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0427'IN SAN ANTONIO.
 AY0427'AT SAN ANTONIO, 0.9 MILE EAST ALONG CHAVANAUX ROAD FROM ITS JUNCTION
 AY0427'WITH U.S. HIGHWAY 281, 0.1 MILE WEST OF A SMALL WHITE HOUSE, 32 FEET
 AY0427'SOUTH OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTH OF A FENCE CORNER,
 AY0427'1.8 FEET WEST OF A FENCE LEADING SOUTH, SET IN THE TOP OF A CONCRETE
 AY0427'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0427
 AY0427                          STATION RECOVERY (1976)
 AY0427
 AY0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AY0427'RECOVERED IN GOOD CONDITION.
 AY0427
 AY0427                          STATION RECOVERY (1980)
 AY0427
 AY0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0427'RECOVERED IN GOOD CONDITION.
 AY0427
 AY0427                          STATION RECOVERY (1986)
 AY0427
 AY0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY0427'MARK RECOVERED IN POOR CONDITION.
 AY0427
 AY0427                          STATION RECOVERY (1995)
 AY0427
 AY0427'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0190 ***********************************************************************
 CC0190  DESIGNATION -  K 467
 CC0190  PID         -  CC0190
 CC0190  STATE/COUNTY-  TX/PECOS
 CC0190  USGS QUAD   -  OWEGO (1972)
 CC0190
 CC0190                         *CURRENT SURVEY CONTROL
 CC0190  ___________________________________________________________________
 CC0190* NAD 83(1986)-  31 01 36.     (N)    102 37 30.     (W)     SCALED    
 CC0190* NAVD 88     -       771.550  (meters)    2531.33   (feet)  ADJUSTED  
 CC0190  ___________________________________________________________________
 CC0190  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CC0190  DYNAMIC HT  -         770.436 (meters)    2527.67  (feet)  COMP
 CC0190  MODELED GRAV-     979,172.0   (mgal)                       NAVD 88
 CC0190
 CC0190  VERT ORDER  -  SECOND    CLASS 0
 CC0190
 CC0190.The horizontal coordinates were scaled from a topographic map and have
 CC0190.an estimated accuracy of +/- 6 seconds.
 CC0190
 CC0190.The orthometric height was determined by differential leveling
 CC0190.and adjusted by the National Geodetic Survey in June 1991..
 CC0190
 CC0190.The geoid height was determined by GEOID03.
 CC0190
 CC0190.The dynamic height is computed by dividing the NAVD 88
 CC0190.geopotential number by the normal gravity value computed on the
 CC0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0190.degrees latitude (g = 980.6199 gals.).
 CC0190
 CC0190.The modeled gravity was interpolated from observed gravity values.
 CC0190
 CC0190;                    North         East    Units  Estimated Accuracy
 CC0190;SPC TX C     - 3,153,020.      481,240.      MT  (+/- 180 meters Scaled)
 CC0190
 CC0190                          SUPERSEDED SURVEY CONTROL
 CC0190
 CC0190  NGVD 29 (??/??/92)  771.311  (m)         2530.54   (f) ADJ UNCH    2 0
 CC0190
 CC0190.Superseded values are not recommended for survey control.
 CC0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0190.See file dsdata.txt to determine how the superseded data were derived.
 CC0190
 CC0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ266349(NAD 83)
 CC0190_MARKER: DB = BENCH MARK DISK
 CC0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0190_STAMPING: K 467 1935 2530.543
 CC0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0190+STABILITY: SURFACE MOTION
 CC0190
 CC0190  HISTORY     - Date     Condition        Report By
 CC0190  HISTORY     - 1935     MONUMENTED       CGS
 CC0190  HISTORY     - 1958     GOOD             NGS
 CC0190
 CC0190                          STATION DESCRIPTION
 CC0190
 CC0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0190'17.7 MI NE FROM FORT STOCKTON.
 CC0190'ABOUT 17.7 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0190'FROM THE STATION AT FORT STOCKTON, 51 1/2 FEET NORTHWEST OF MILEPOST
 CC0190'864, 94 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 6
 CC0190'POLES SOUTHWEST OF THE BALDRIDGE SIDING SIGN, 76 FEET SOUTHEAST OF THE
 CC0190'CENTER LINE OF A GRADED DIRT ROAD, 1 1/2 FEET NORTHWEST OF A WOVEN
 CC0190'WIRE FENCE, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 6
 CC0190'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CC0190'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0229 ***********************************************************************
 BP0229  DESIGNATION -  K 468
 BP0229  PID         -  BP0229
 BP0229  STATE/COUNTY-  TX/PECOS
 BP0229  USGS QUAD   -  HOVEY NE (1980)
 BP0229
 BP0229                         *CURRENT SURVEY CONTROL
 BP0229  ___________________________________________________________________
 BP0229* NAD 83(1986)-  30 37 32.     (N)    103 17 53.     (W)     SCALED    
 BP0229* NAVD 88     -      1059.708  (meters)    3476.73   (feet)  ADJUSTED  
 BP0229  ___________________________________________________________________
 BP0229  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 BP0229  DYNAMIC HT  -        1058.053 (meters)    3471.30  (feet)  COMP
 BP0229  MODELED GRAV-     979,043.3   (mgal)                       NAVD 88
 BP0229
 BP0229  VERT ORDER  -  SECOND    CLASS 0
 BP0229
 BP0229.The horizontal coordinates were scaled from a topographic map and have
 BP0229.an estimated accuracy of +/- 6 seconds.
 BP0229
 BP0229.The orthometric height was determined by differential leveling
 BP0229.and adjusted by the National Geodetic Survey in June 1991..
 BP0229
 BP0229.The geoid height was determined by GEOID03.
 BP0229
 BP0229.The dynamic height is computed by dividing the NAVD 88
 BP0229.geopotential number by the normal gravity value computed on the
 BP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0229.degrees latitude (g = 980.6199 gals.).
 BP0229
 BP0229.The modeled gravity was interpolated from observed gravity values.
 BP0229
 BP0229;                    North         East    Units  Estimated Accuracy
 BP0229;SPC TX C     - 3,110,090.      415,820.      MT  (+/- 180 meters Scaled)
 BP0229
 BP0229                          SUPERSEDED SURVEY CONTROL
 BP0229
 BP0229  NGVD 29 (??/??/92) 1059.332  (m)         3475.49   (f) ADJ UNCH    2 0
 BP0229
 BP0229.Superseded values are not recommended for survey control.
 BP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0229.See file dsdata.txt to determine how the superseded data were derived.
 BP0229
 BP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP631893(NAD 83)
 BP0229_MARKER: DB = BENCH MARK DISK
 BP0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0229_STAMPING: K 468 1935 3475.492
 BP0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0229+STABILITY: SURFACE MOTION
 BP0229
 BP0229  HISTORY     - Date     Condition        Report By
 BP0229  HISTORY     - 1935     MONUMENTED       CGS
 BP0229  HISTORY     - 1958     GOOD             NGS
 BP0229
 BP0229                          STATION DESCRIPTION
 BP0229
 BP0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0229'31.3 MI SW FROM FORT STOCKTON.
 BP0229'ABOUT 31.3 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0229'FROM THE STATION AT FORT STOCKTON, ABOUT 31.3 MILES NORTHEAST OF THE
 BP0229'STATION AT ALPINE, 4 1/2 FEET NORTHWEST OF MILEPOST 913, 48 1/2 FEET
 BP0229'NORTHWEST OF THE NORTHWEST RAIL, ON THE CREST OF A LONG GRADUAL HILL,
 BP0229'ABOUT 0.1 MILE NORTHEAST OF A TRESTLE, 26 FEET SOUTHEAST OF THE CENTER
 BP0229'LINE OF A GRADED DIRT ROAD, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS
 BP0229'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0229'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0440 ***********************************************************************
 BP0440  DESIGNATION -  K 469
 BP0440  PID         -  BP0440
 BP0440  STATE/COUNTY-  TX/JEFF DAVIS
 BP0440  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0440
 BP0440                         *CURRENT SURVEY CONTROL
 BP0440  ___________________________________________________________________
 BP0440* NAD 83(1986)-  30 31 37.     (N)    103 50 23.     (W)     SCALED    
 BP0440* NAVD 88     -      1445.930  (meters)    4743.86   (feet)  ADJUSTED  
 BP0440  ___________________________________________________________________
 BP0440  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 BP0440  DYNAMIC HT  -        1443.589 (meters)    4736.17  (feet)  COMP
 BP0440  MODELED GRAV-     978,970.6   (mgal)                       NAVD 88
 BP0440  OBS GRAVITY -     978,965.2   (mgal)                       GRAV_OBS
 BP0440
 BP0440  VERT ORDER  -  FIRST     CLASS I
 BP0440
 BP0440.The horizontal coordinates were scaled from a topographic map and have
 BP0440.an estimated accuracy of +/- 6 seconds.
 BP0440
 BP0440.The orthometric height was determined by differential leveling
 BP0440.and adjusted by the National Geodetic Survey in June 1991..
 BP0440.WARNING-Repeat measurements at this control monument indicate possible
 BP0440.vertical movement.
 BP0440
 BP0440.The geoid height was determined by GEOID03.
 BP0440
 BP0440.The dynamic height is computed by dividing the NAVD 88
 BP0440.geopotential number by the normal gravity value computed on the
 BP0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0440.degrees latitude (g = 980.6199 gals.).
 BP0440
 BP0440.The modeled gravity was interpolated from observed gravity values.
 BP0440.The observed gravity was obtained from relative gravimeter ties
 BP0440.to the IGSN71 gravity network.
 BP0440
 BP0440;                    North         East    Units  Estimated Accuracy
 BP0440;SPC TX C     - 3,100,670.      363,570.      MT  (+/- 180 meters Scaled)
 BP0440
 BP0440                          SUPERSEDED SURVEY CONTROL
 BP0440
 BP0440  NGVD 29 (??/??/92) 1445.429  (m)         4742.21   (f) ADJ UNCH    1 1
 BP0440
 BP0440.Superseded values are not recommended for survey control.
 BP0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0440.See file dsdata.txt to determine how the superseded data were derived.
 BP0440
 BP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP113777(NAD 83)
 BP0440_MARKER: DB = BENCH MARK DISK
 BP0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0440_STAMPING: K 469 1934 4742.412
 BP0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0440+STABILITY: SURFACE MOTION
 BP0440
 BP0440  HISTORY     - Date     Condition        Report By
 BP0440  HISTORY     - 1934     MONUMENTED       CGS
 BP0440  HISTORY     - 1958     GOOD             NGS
 BP0440  HISTORY     - 1977     GOOD             NGS
 BP0440  HISTORY     - 1988     GOOD             USPSQD
 BP0440  HISTORY     - 1989     GOOD             USPSQD
 BP0440  HISTORY     - 19961007 GOOD             USPSQD
 BP0440  HISTORY     - 20030322 GOOD             USPSQD
 BP0440
 BP0440                          STATION DESCRIPTION
 BP0440
 BP0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0440'5.65 MI SE FROM FORT DAVIS.
 BP0440'ABOUT 5.65 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0440'COURTHOUSE AT FORT DAVIS, 79 FEET SOUTH-SOUTHEAST OF THE CENTER LINE
 BP0440'OF THE HIGHWAY, 0.3 MILE EAST-SOUTHEAST OF A CONCRETE HIGHWAY BRIDGE
 BP0440'OVER MUSQUIZ CREEK, 0.15 MILE SOUTH OF AND ACROSS THE HIGHWAY FROM A
 BP0440'RANCH HOUSE, IN A SMALL CLEARING WHICH IS NORTH-NORTHWEST OF AND AT
 BP0440'THE FOOT OF TWO ROCKY CLIFFS, 182 FEET SOUTH-SOUTHWEST OF A 30-INCH
 BP0440'LIVE OAK TREE, 98 FEET EAST-SOUTHEAST OF THE EAST-NORTHEAST END OF A
 BP0440'STONE GUARD RAIL, 29 FEET SOUTH-SOUTHEAST OF A FENCE, 1 FOOT NORTHEAST
 BP0440'OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE POST
 BP0440'PROJECTING 1 FOOT ABOVE THE GROUND, ABOUT LEVEL WITH THE HIGHWAY.
 BP0440
 BP0440                          STATION RECOVERY (1977)
 BP0440
 BP0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0440'RECOVERED IN GOOD CONDITION.
 BP0440
 BP0440                          STATION RECOVERY (1988)
 BP0440
 BP0440'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0440'RECOVERED IN GOOD CONDITION.
 BP0440
 BP0440                          STATION RECOVERY (1989)
 BP0440
 BP0440'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0440'RECOVERED IN GOOD CONDITION.
 BP0440
 BP0440                          STATION RECOVERY (1996)
 BP0440
 BP0440'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0440'RECOVERED IN GOOD CONDITION.
 BP0440
 BP0440                          STATION RECOVERY (2003)
 BP0440
 BP0440'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0416 ***********************************************************************
 CC0416  DESIGNATION -  K 470
 CC0416  PID         -  CC0416
 CC0416  STATE/COUNTY-  TX/REEVES
 CC0416  USGS QUAD   -  SARAGOSA (1970)
 CC0416
 CC0416                         *CURRENT SURVEY CONTROL
 CC0416  ___________________________________________________________________
 CC0416* NAD 83(1986)-  31 02 53.     (N)    103 39 09.     (W)     SCALED    
 CC0416* NAVD 88     -       904.472  (meters)    2967.42   (feet)  POSTED    
 CC0416  ___________________________________________________________________
 CC0416  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CC0416  DYNAMIC HT  -         903.120 (meters)    2962.99  (feet)  COMP
 CC0416  MODELED GRAV-     979,120.7   (mgal)                       NAVD 88
 CC0416
 CC0416  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CC0416
 CC0416.The horizontal coordinates were scaled from a topographic map and have
 CC0416.an estimated accuracy of +/- 6 seconds.
 CC0416
 CC0416.The orthometric height was determined by differential leveling
 CC0416.and adjusted by the National Geodetic Survey in 1992..
 CC0416.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CC0416.rate of 3.1 thru 4.0 mm/km.
 CC0416
 CC0416.The geoid height was determined by GEOID03.
 CC0416
 CC0416.The dynamic height is computed by dividing the NAVD 88
 CC0416.geopotential number by the normal gravity value computed on the
 CC0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0416.degrees latitude (g = 980.6199 gals.).
 CC0416
 CC0416.The modeled gravity was interpolated from observed gravity values.
 CC0416
 CC0416;                    North         East    Units  Estimated Accuracy
 CC0416;SPC TX C     - 3,157,860.      383,250.      MT  (+/- 180 meters Scaled)
 CC0416
 CC0416                          SUPERSEDED SURVEY CONTROL
 CC0416
 CC0416  NGVD 29 (??/??/92)  904.244  (m)         2966.67   (f) ADJ UNCH    2 0
 CC0416
 CC0416.Superseded values are not recommended for survey control.
 CC0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0416.See file dsdata.txt to determine how the superseded data were derived.
 CC0416
 CC0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ285357(NAD 83)
 CC0416_MARKER: DB = BENCH MARK DISK
 CC0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0416_STAMPING: K 470 1934 2966.671
 CC0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0416+STABILITY: SURFACE MOTION
 CC0416
 CC0416  HISTORY     - Date     Condition        Report By
 CC0416  HISTORY     - 1934     MONUMENTED       CGS
 CC0416  HISTORY     - 1958     GOOD             NGS
 CC0416
 CC0416                          STATION DESCRIPTION
 CC0416
 CC0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0416'0.35 MI NE FROM SARAGOSA.
 CC0416'ABOUT 0.35 MILES NORTHEAST ALONG THE PECOS VALLEY SOUTHERN RAILWAY
 CC0416'FROM THE STATION AT SARAGOSA, 5 1/2 FEET SOUTHWEST OF MILEPOST 29, 45
 CC0416'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 54 FEET NORTHWEST OF THE CENTER
 CC0416'LINE OF STATE HIGHWAY 17, 181 FEET NORTHEAST OF THE NORTHEAST END OF
 CC0416'THE NORTHWEST CONCRETE HEAD WALL OF A CULVERT UNDER THE HIGHWAY, IN
 CC0416'LINE WITH A ROW OF TELEPHONE POLES, 1 FOOT NORTHEAST OF A WHITE WOODEN
 CC0416'WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES, AND
 CC0416'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0004 ***********************************************************************
 DP0004  DESIGNATION -  K 471
 DP0004  PID         -  DP0004
 DP0004  STATE/COUNTY-  TX/KING
 DP0004  USGS QUAD   -  BUZZARD PEAK (1981)
 DP0004
 DP0004                         *CURRENT SURVEY CONTROL
 DP0004  ___________________________________________________________________
 DP0004* NAD 83(1986)-  33 33 17.     (N)    100 07 04.     (W)     SCALED    
 DP0004* NAVD 88     -       553.638  (meters)    1816.39   (feet)  ADJUSTED  
 DP0004  ___________________________________________________________________
 DP0004  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DP0004  DYNAMIC HT  -         552.982 (meters)    1814.24  (feet)  COMP
 DP0004  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 DP0004
 DP0004  VERT ORDER  -  SECOND    CLASS 0
 DP0004
 DP0004.The horizontal coordinates were scaled from a topographic map and have
 DP0004.an estimated accuracy of +/- 6 seconds.
 DP0004
 DP0004.The orthometric height was determined by differential leveling
 DP0004.and adjusted by the National Geodetic Survey in June 1991..
 DP0004
 DP0004.The geoid height was determined by GEOID03.
 DP0004
 DP0004.The dynamic height is computed by dividing the NAVD 88
 DP0004.geopotential number by the normal gravity value computed on the
 DP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0004.degrees latitude (g = 980.6199 gals.).
 DP0004
 DP0004.The modeled gravity was interpolated from observed gravity values.
 DP0004
 DP0004;                    North         East    Units  Estimated Accuracy
 DP0004;SPC TXNC     - 2,210,530.      449,790.      MT  (+/- 180 meters Scaled)
 DP0004
 DP0004                          SUPERSEDED SURVEY CONTROL
 DP0004
 DP0004  NGVD 29 (??/??/92)  553.457  (m)         1815.80   (f) ADJ UNCH    2 0
 DP0004
 DP0004.Superseded values are not recommended for survey control.
 DP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0004.See file dsdata.txt to determine how the superseded data were derived.
 DP0004
 DP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC962133(NAD 83)
 DP0004_MARKER: DB = BENCH MARK DISK
 DP0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0004_STAMPING: K 471 1934
 DP0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0004+STABILITY: SURFACE MOTION
 DP0004
 DP0004  HISTORY     - Date     Condition        Report By
 DP0004  HISTORY     - 1934     MONUMENTED       CGS
 DP0004  HISTORY     - 1958     GOOD             NGS
 DP0004
 DP0004                          STATION DESCRIPTION
 DP0004
 DP0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0004'13.3 MI E FROM GUTHRIE.
 DP0004'THE MARK IS ON THE NORTH SIDE OF THE OLD ABANDONED HIGHWAY, ABOUT 0.25
 DP0004'MILE EAST OF TRIANGULATION STATION EAGLE, ABOUT 0.05 MILE SOUTH OF
 DP0004'PRESENT HIGHWAY AND 0.1 MILE SOUTH-SOUTHEAST OF A WIRE GATE IN SOUTH
 DP0004'RIGHT OF WAY FENCE LINE.  13.3 MILES EAST ALONG U.S. HIGHWAY 82 FROM
 DP0004'GUTHRIE, KING COUNTY, ON THE EAST SLOPE OF A HILL, ABOUT 100 YARDS
 DP0004'EAST OF A SHARP CURVE, 36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DP0004'AND 2 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0062 ***********************************************************************
 DP0062  DESIGNATION -  K 472
 DP0062  PID         -  DP0062
 DP0062  STATE/COUNTY-  TX/KING
 DP0062  USGS QUAD   -  BOB CREEK (1978)
 DP0062
 DP0062                         *CURRENT SURVEY CONTROL
 DP0062  ___________________________________________________________________
 DP0062* NAD 83(1986)-  33 26 16.     (N)    100 16 10.     (W)     SCALED    
 DP0062* NAVD 88     -       526.445  (meters)    1727.18   (feet)  ADJUSTED  
 DP0062  ___________________________________________________________________
 DP0062  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DP0062  DYNAMIC HT  -         525.819 (meters)    1725.12  (feet)  COMP
 DP0062  MODELED GRAV-     979,431.6   (mgal)                       NAVD 88
 DP0062
 DP0062  VERT ORDER  -  SECOND    CLASS 0
 DP0062
 DP0062.The horizontal coordinates were scaled from a topographic map and have
 DP0062.an estimated accuracy of +/- 6 seconds.
 DP0062
 DP0062.The orthometric height was determined by differential leveling
 DP0062.and adjusted by the National Geodetic Survey in June 1991..
 DP0062
 DP0062.The geoid height was determined by GEOID03.
 DP0062
 DP0062.The dynamic height is computed by dividing the NAVD 88
 DP0062.geopotential number by the normal gravity value computed on the
 DP0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0062.degrees latitude (g = 980.6199 gals.).
 DP0062
 DP0062.The modeled gravity was interpolated from observed gravity values.
 DP0062
 DP0062;                    North         East    Units  Estimated Accuracy
 DP0062;SPC TXNC     - 2,197,790.      435,490.      MT  (+/- 180 meters Scaled)
 DP0062
 DP0062                          SUPERSEDED SURVEY CONTROL
 DP0062
 DP0062  NGVD 29 (??/??/92)  526.267  (m)         1726.59   (f) ADJ UNCH    2 0
 DP0062
 DP0062.Superseded values are not recommended for survey control.
 DP0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0062.See file dsdata.txt to determine how the superseded data were derived.
 DP0062
 DP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC819005(NAD 83)
 DP0062_MARKER: DB = BENCH MARK DISK
 DP0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0062_STAMPING: K-472 1935
 DP0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0062+STABILITY: SURFACE MOTION
 DP0062
 DP0062  HISTORY     - Date     Condition        Report By
 DP0062  HISTORY     - 1935     MONUMENTED       CGS
 DP0062
 DP0062                          STATION DESCRIPTION
 DP0062
 DP0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0062'12.9 MI S FROM GUTHRIE.
 DP0062'12.9 MI. S. ALONG U.S. NO. 83 ABOUT 100 YDS. S. OF STATE NO. 4 SIGN,
 DP0062'48 FT. W. OF THE CENTER LINE OF HWY., AND 1 FT. E. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0250 ***********************************************************************
 DP0250  DESIGNATION -  K 473 RESET 1948
 DP0250  PID         -  DP0250
 DP0250  STATE/COUNTY-  TX/CROSBY
 DP0250  USGS QUAD   -  CROSBYTON (1966)
 DP0250
 DP0250                         *CURRENT SURVEY CONTROL
 DP0250  ___________________________________________________________________
 DP0250* NAD 83(1986)-  33 39 57.     (N)    101 09 37.     (W)     SCALED    
 DP0250* NAVD 88     -       818.96   (meters)    2686.9    (feet)  RESET     
 DP0250  ___________________________________________________________________
 DP0250  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 DP0250
 DP0250  VERT ORDER  -  THIRD
 DP0250
 DP0250.The horizontal coordinates were scaled from a topographic map and have
 DP0250.an estimated accuracy of +/- 6 seconds.
 DP0250
 DP0250.The orthometric height was computed from unverified reset data.
 DP0250
 DP0250.The geoid height was determined by GEOID03.
 DP0250
 DP0250;                    North         East    Units  Estimated Accuracy
 DP0250;SPC TXNC     - 2,224,820.      353,320.      MT  (+/- 180 meters Scaled)
 DP0250
 DP0250                          SUPERSEDED SURVEY CONTROL
 DP0250
 DP0250.No superseded survey control is available for this station.
 DP0250
 DP0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC997271(NAD 83)
 DP0250_MARKER: DB = BENCH MARK DISK
 DP0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0250_SP_SET: BRIDGE
 DP0250_STAMPING: K 473 RESET 1948
 DP0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0250
 DP0250  HISTORY     - Date     Condition        Report By
 DP0250  HISTORY     - 1948     MONUMENTED       TXHD
 DP0250  HISTORY     - 1949     GOOD             NGS
 DP0250
 DP0250                          STATION DESCRIPTION
 DP0250
 DP0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DP0250'3.9 MI E FROM CROSBYTON.
 DP0250'3.9 MILES EAST ALONG U.S. HIGHWAY 62 FROM THE PANHANDLE AND SANTA FE
 DP0250'RAILWAY STATION AT CROSBYTON, AT A BRIDGE, IN THE TOP OF THE NORTH
 DP0250'CURB, AND 6 FEET EAST OF THE WEST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0293 ***********************************************************************
 DP0293  DESIGNATION -  K 474
 DP0293  PID         -  DP0293
 DP0293  STATE/COUNTY-  TX/GARZA
 DP0293  USGS QUAD   -  COTTONWOOD CREEK (1969)
 DP0293
 DP0293                         *CURRENT SURVEY CONTROL
 DP0293  ___________________________________________________________________
 DP0293* NAD 83(1986)-  33 10 41.     (N)    101 02 17.     (W)     SCALED    
 DP0293* NAVD 88     -       717.567  (meters)    2354.22   (feet)  ADJUSTED  
 DP0293  ___________________________________________________________________
 DP0293  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DP0293  DYNAMIC HT  -         716.680 (meters)    2351.31  (feet)  COMP
 DP0293  MODELED GRAV-     979,377.3   (mgal)                       NAVD 88
 DP0293
 DP0293  VERT ORDER  -  SECOND    CLASS 0
 DP0293
 DP0293.The horizontal coordinates were scaled from a topographic map and have
 DP0293.an estimated accuracy of +/- 6 seconds.
 DP0293
 DP0293.The orthometric height was determined by differential leveling
 DP0293.and adjusted by the National Geodetic Survey in June 1991..
 DP0293
 DP0293.The geoid height was determined by GEOID03.
 DP0293
 DP0293.The dynamic height is computed by dividing the NAVD 88
 DP0293.geopotential number by the normal gravity value computed on the
 DP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0293.degrees latitude (g = 980.6199 gals.).
 DP0293
 DP0293.The modeled gravity was interpolated from observed gravity values.
 DP0293
 DP0293;                    North         East    Units  Estimated Accuracy
 DP0293;SPC TXNC     - 2,170,460.      363,340.      MT  (+/- 180 meters Scaled)
 DP0293
 DP0293                          SUPERSEDED SURVEY CONTROL
 DP0293
 DP0293  NGVD 29 (??/??/92)  717.264  (m)         2353.22   (f) ADJ UNCH    2 0
 DP0293
 DP0293.Superseded values are not recommended for survey control.
 DP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0293.See file dsdata.txt to determine how the superseded data were derived.
 DP0293
 DP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB099728(NAD 83)
 DP0293_MARKER: DB = BENCH MARK DISK
 DP0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0293_STAMPING: K 474 1935
 DP0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0293+STABILITY: SURFACE MOTION
 DP0293
 DP0293  HISTORY     - Date     Condition        Report By
 DP0293  HISTORY     - 1935     MONUMENTED       CGS
 DP0293  HISTORY     - 1974     GOOD             NGS
 DP0293
 DP0293                          STATION DESCRIPTION
 DP0293
 DP0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0293'20.6 MI E FROM CLAIREMONT.
 DP0293'IN GARZA COUNTY, 20.6 MILES EAST ALONG U. S. HIGHWAY 380 FROM POST,
 DP0293'GARZA COUNTY, 18.9 MILES WEST OF CLAIREMONT, KENT COUNTY, 2 FEET WEST
 DP0293'OF THE GARZA-KENT COUNTY LINE, 39 FEET NORTH OF THE CENTERLINE OF THE
 DP0293'HIGHWAY, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED K 474
 DP0293'1935 AND SET IN THE TOP OF A CONCRETE POST.
 DP0293
 DP0293                          STATION RECOVERY (1974)
 DP0293
 DP0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DP0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0041 ***********************************************************************
 DP0041  DESIGNATION -  K 475
 DP0041  PID         -  DP0041
 DP0041  STATE/COUNTY-  TX/STONEWALL
 DP0041  USGS QUAD   -  PEACOCK (1968)
 DP0041
 DP0041                         *CURRENT SURVEY CONTROL
 DP0041  ___________________________________________________________________
 DP0041* NAD 83(1986)-  33 09 55.     (N)    100 28 35.     (W)     SCALED    
 DP0041* NAVD 88     -       567.893  (meters)    1863.16   (feet)  ADJUSTED  
 DP0041  ___________________________________________________________________
 DP0041  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DP0041  DYNAMIC HT  -         567.189 (meters)    1860.85  (feet)  COMP
 DP0041  MODELED GRAV-     979,379.9   (mgal)                       NAVD 88
 DP0041
 DP0041  VERT ORDER  -  SECOND    CLASS 0
 DP0041
 DP0041.The horizontal coordinates were scaled from a topographic map and have
 DP0041.an estimated accuracy of +/- 6 seconds.
 DP0041
 DP0041.The orthometric height was determined by differential leveling
 DP0041.and adjusted by the National Geodetic Survey in June 1991..
 DP0041
 DP0041.The geoid height was determined by GEOID03.
 DP0041
 DP0041.The dynamic height is computed by dividing the NAVD 88
 DP0041.geopotential number by the normal gravity value computed on the
 DP0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0041.degrees latitude (g = 980.6199 gals.).
 DP0041
 DP0041.The modeled gravity was interpolated from observed gravity values.
 DP0041
 DP0041;                    North         East    Units  Estimated Accuracy
 DP0041;SPC TXNC     - 2,167,920.      415,680.      MT  (+/- 180 meters Scaled)
 DP0041
 DP0041                          SUPERSEDED SURVEY CONTROL
 DP0041
 DP0041  NGVD 29 (??/??/92)  567.673  (m)         1862.44   (f) ADJ UNCH    2 0
 DP0041
 DP0041.Superseded values are not recommended for survey control.
 DP0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0041.See file dsdata.txt to determine how the superseded data were derived.
 DP0041
 DP0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB623705(NAD 83)
 DP0041_MARKER: DB = BENCH MARK DISK
 DP0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0041_STAMPING: K 475 1935
 DP0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0041+STABILITY: SURFACE MOTION
 DP0041
 DP0041  HISTORY     - Date     Condition        Report By
 DP0041  HISTORY     - 1935     MONUMENTED       CGS
 DP0041  HISTORY     - 1958     GOOD             NGS
 DP0041
 DP0041                          STATION DESCRIPTION
 DP0041
 DP0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0041'5.8 MI W FROM PEACOCK.
 DP0041'5.8 MILES WEST ALONG THE WICHITA VALLEY RAILWAY FROM PEACOCK,
 DP0041'STONEWALL COUNTY, 2.0 MILES WEST OF THE GROCERY STORE AT ORIANA, 1
 DP0041'POLE WEST OF MILEPOST B 163, 49 FEET SOUTH OF THE CENTERLINE OF THE
 DP0041'TRACK, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED K 475
 DP0041'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0202 ***********************************************************************
 CU0202  DESIGNATION -  K 476
 CU0202  PID         -  CU0202
 CU0202  STATE/COUNTY-  TX/NOLAN
 CU0202  USGS QUAD   -  MARYNEAL (1969)
 CU0202
 CU0202                         *CURRENT SURVEY CONTROL
 CU0202  ___________________________________________________________________
 CU0202* NAD 83(1986)-  32 09 18.     (N)    100 22 36.     (W)     SCALED    
 CU0202* NAVD 88     -       688.947  (meters)    2260.32   (feet)  ADJUSTED  
 CU0202  ___________________________________________________________________
 CU0202  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CU0202  DYNAMIC HT  -         688.032 (meters)    2257.32  (feet)  COMP
 CU0202  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 CU0202
 CU0202  VERT ORDER  -  SECOND    CLASS 0
 CU0202
 CU0202.The horizontal coordinates were scaled from a topographic map and have
 CU0202.an estimated accuracy of +/- 6 seconds.
 CU0202
 CU0202.The orthometric height was determined by differential leveling
 CU0202.and adjusted by the National Geodetic Survey in June 1991..
 CU0202
 CU0202.The geoid height was determined by GEOID03.
 CU0202
 CU0202.The dynamic height is computed by dividing the NAVD 88
 CU0202.geopotential number by the normal gravity value computed on the
 CU0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0202.degrees latitude (g = 980.6199 gals.).
 CU0202
 CU0202.The modeled gravity was interpolated from observed gravity values.
 CU0202
 CU0202;                    North         East    Units  Estimated Accuracy
 CU0202;SPC TXNC     - 2,055,730.      422,980.      MT  (+/- 180 meters Scaled)
 CU0202
 CU0202                          SUPERSEDED SURVEY CONTROL
 CU0202
 CU0202  NGVD 29 (??/??/92)  688.732  (m)         2259.61   (f) ADJ UNCH    2 0
 CU0202
 CU0202.Superseded values are not recommended for survey control.
 CU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0202.See file dsdata.txt to determine how the superseded data were derived.
 CU0202
 CU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA701584(NAD 83)
 CU0202_MARKER: DB = BENCH MARK DISK
 CU0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0202_STAMPING: 2259.615 K 476 1935
 CU0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0202+STABILITY: SURFACE MOTION
 CU0202
 CU0202  HISTORY     - Date     Condition        Report By
 CU0202  HISTORY     - 1935     MONUMENTED       CGS
 CU0202  HISTORY     - 1958     GOOD             NGS
 CU0202
 CU0202                          STATION DESCRIPTION
 CU0202
 CU0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0202'5.8 MI N FROM BLACKWELL.
 CU0202'5.8 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0202'STATION AT BLACKWELL, NOLAN COUNTY, 5-1/2 POLES SOUTH OF MILEPOST 665,
 CU0202'AT A ROAD CROSSING, 75 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 49
 CU0202'FEET EAST OF THE CENTERLINE OF THE TRACK, 60 FEET SOUTH OF A FENCE
 CU0202'CORNER, 3 FEET EAST OF A POLE, AND 1 FOOT WEST OF THE FENCE.  A
 CU0202'STANDARD DISK, STAMPED 2259.615 K 476 1935 AND SET IN THE TOP OF A
 CU0202'CONCRETE POST.  NOTE-- THE POLE THAT WAS NEAR THE MARK HAS BEEN
 CU0202'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0721 ***********************************************************************
 CA0721  DESIGNATION -  K 477
 CA0721  PID         -  CA0721
 CA0721  STATE/COUNTY-  TX/CONCHO
 CA0721  USGS QUAD   -  PAINT ROCK (1967)
 CA0721
 CA0721                         *CURRENT SURVEY CONTROL
 CA0721  ___________________________________________________________________
 CA0721* NAD 83(1986)-  31 31 01.     (N)    099 56 38.     (W)     SCALED    
 CA0721* NAVD 88     -       497.190  (meters)    1631.20   (feet)  POSTED    
 CA0721  ___________________________________________________________________
 CA0721  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CA0721  DYNAMIC HT  -         496.520 (meters)    1629.00  (feet)  COMP
 CA0721  MODELED GRAV-     979,273.5   (mgal)                       NAVD 88
 CA0721
 CA0721  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CA0721
 CA0721.The horizontal coordinates were scaled from a topographic map and have
 CA0721.an estimated accuracy of +/- 6 seconds.
 CA0721
 CA0721.The orthometric height was determined by differential leveling
 CA0721.and adjusted by the National Geodetic Survey in 1992..
 CA0721.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CA0721.rate of 4.1 thru 8.0 mm/km.
 CA0721
 CA0721.The geoid height was determined by GEOID03.
 CA0721
 CA0721.The dynamic height is computed by dividing the NAVD 88
 CA0721.geopotential number by the normal gravity value computed on the
 CA0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0721.degrees latitude (g = 980.6199 gals.).
 CA0721
 CA0721.The modeled gravity was interpolated from observed gravity values.
 CA0721
 CA0721;                    North         East    Units  Estimated Accuracy
 CA0721;SPC TX C     - 3,205,180.      736,990.      MT  (+/- 180 meters Scaled)
 CA0721
 CA0721                          SUPERSEDED SURVEY CONTROL
 CA0721
 CA0721  NGVD 29 (??/??/92)  497.076  (m)         1630.82   (f) ADJ UNCH    2 0
 CA0721
 CA0721.Superseded values are not recommended for survey control.
 CA0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0721.See file dsdata.txt to determine how the superseded data were derived.
 CA0721
 CA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV103872(NAD 83)
 CA0721_MARKER: DB = BENCH MARK DISK
 CA0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0721_SP_SET: ABUTMENT
 CA0721_STAMPING: K 477 1935
 CA0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0721
 CA0721  HISTORY     - Date     Condition        Report By
 CA0721  HISTORY     - 1935     MONUMENTED       CGS
 CA0721  HISTORY     - 1940     POOR             NGS
 CA0721
 CA0721                          STATION DESCRIPTION
 CA0721
 CA0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0721'1.0 MI SE FROM PAINT ROCK.
 CA0721'1.0 MILE SOUTHEAST ALONG THE ABANDONED GULF, COLORADO AND SANTA FE
 CA0721'RAILWAY FROM THE FORMER LOCATION OF THE STATION AT SIMS VALLEY, AT AN
 CA0721'ABANDONED BRIDGE OVER CONCHO RIVER, IN THE TOP OF THE WEST WING WALL
 CA0721'OF THE SOUTH ABUTMENT, 10 FEET WEST OF THE CENTERLINE OF THE OLD
 CA0721'ROADBED, AND ABOUT 15 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 CA0721'K 477 1935.  NOTE-- THE ABUTMENT ON WHICH THIS MARK WAS SET HAS MOVED
 CA0721'AND STANDS ABOUT 20 FEET HIGH.  THE MARK CAN BE REACHED ONLY BY THE
 CA0721'USE OF A LONG LADDER.  IT WAS NOT STAMPED.  IT NOW HAS NO PRACTICAL
 CA0721'VALUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0426 ***********************************************************************
 CA0426  DESIGNATION -  K 478
 CA0426  PID         -  CA0426
 CA0426  STATE/COUNTY-  TX/COLEMAN
 CA0426  USGS QUAD   -  COLEMAN (1987)
 CA0426
 CA0426                         *CURRENT SURVEY CONTROL
 CA0426  ___________________________________________________________________
 CA0426* NAD 83(1986)-  31 46 20.     (N)    099 24 00.     (W)     SCALED    
 CA0426* NAVD 88     -       505.294  (meters)    1657.79   (feet)  ADJUSTED  
 CA0426  ___________________________________________________________________
 CA0426  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CA0426  DYNAMIC HT  -         504.627 (meters)    1655.60  (feet)  COMP
 CA0426  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 CA0426
 CA0426  VERT ORDER  -  SECOND    CLASS 0
 CA0426
 CA0426.The horizontal coordinates were scaled from a topographic map and have
 CA0426.an estimated accuracy of +/- 6 seconds.
 CA0426
 CA0426.The orthometric height was determined by differential leveling
 CA0426.and adjusted by the National Geodetic Survey in June 1991..
 CA0426
 CA0426.The geoid height was determined by GEOID03.
 CA0426
 CA0426.The dynamic height is computed by dividing the NAVD 88
 CA0426.geopotential number by the normal gravity value computed on the
 CA0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0426.degrees latitude (g = 980.6199 gals.).
 CA0426
 CA0426.The modeled gravity was interpolated from observed gravity values.
 CA0426
 CA0426;                    North         East    Units  Estimated Accuracy
 CA0426;SPC TX C     - 3,233,790.      788,410.      MT  (+/- 180 meters Scaled)
 CA0426
 CA0426                          SUPERSEDED SURVEY CONTROL
 CA0426
 CA0426  NGVD 29 (??/??/92)  505.182  (m)         1657.42   (f) ADJ UNCH    2 0
 CA0426
 CA0426.Superseded values are not recommended for survey control.
 CA0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0426.See file dsdata.txt to determine how the superseded data were derived.
 CA0426
 CA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA621152(NAD 83)
 CA0426_MARKER: DB = BENCH MARK DISK
 CA0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0426_STAMPING: K 478 1935
 CA0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0426+STABILITY: SURFACE MOTION
 CA0426
 CA0426  HISTORY     - Date     Condition        Report By
 CA0426  HISTORY     - 1935     MONUMENTED       CGS
 CA0426  HISTORY     - 1940     GOOD             NGS
 CA0426  HISTORY     - 1982     GOOD             NGS
 CA0426
 CA0426                          STATION DESCRIPTION
 CA0426
 CA0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0426'2.0 MI W FROM SAN ANGELO JUNCTION.
 CA0426'2.0 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0426'STATION AT SAN ANGELO JUNCTION, COLEMAN COUNTY, 80 FEET NORTH OF
 CA0426'MILEPOST 2, 44 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 CA0426'SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED K 478 1935 AND SET IN
 CA0426'THE TOP OF A CONCRETE POST.
 CA0426
 CA0426                          STATION RECOVERY (1982)
 CA0426
 CA0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0426'ADD: 0.4 M. (1.2 FT) E OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0292 ***********************************************************************
 CS0292  DESIGNATION -  K 479 RESET 1950
 CS0292  PID         -  CS0292
 CS0292  STATE/COUNTY-  TX/KAUFMAN
 CS0292  USGS QUAD   -  CEDARVALE (1981)
 CS0292
 CS0292                         *CURRENT SURVEY CONTROL
 CS0292  ___________________________________________________________________
 CS0292* NAD 83(1986)-  32 34 11.     (N)    096 06 32.     (W)     SCALED    
 CS0292* NAVD 88     -       131.15   (+/-2cm)     430.3    (feet)  VERTCON   
 CS0292  ___________________________________________________________________
 CS0292  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0292
 CS0292  VERT ORDER  -  THIRD (See Below)
 CS0292
 CS0292.The horizontal coordinates were scaled from a topographic map and have
 CS0292.an estimated accuracy of +/- 6 seconds.
 CS0292
 CS0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0292.The vertical order pertains to the NGVD 29 superseded value.
 CS0292
 CS0292.The geoid height was determined by GEOID03.
 CS0292
 CS0292;                    North         East    Units  Estimated Accuracy
 CS0292;SPC TXNC     - 2,102,700.      824,500.      MT  (+/- 180 meters Scaled)
 CS0292
 CS0292                          SUPERSEDED SURVEY CONTROL
 CS0292
 CS0292  NGVD 29 (??/??/??)  131.16   (m)          430.3    (f) RESET       3  
 CS0292
 CS0292.Superseded values are not recommended for survey control.
 CS0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0292.See file dsdata.txt to determine how the superseded data were derived.
 CS0292
 CS0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB714072(NAD 83)
 CS0292_MARKER: DB = BENCH MARK DISK
 CS0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0292_STAMPING: K 479 RESET 1950
 CS0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0292+STABILITY: SURFACE MOTION
 CS0292
 CS0292  HISTORY     - Date     Condition        Report By
 CS0292  HISTORY     - 1950     MONUMENTED       CGS
 CS0292
 CS0292                          STATION DESCRIPTION
 CS0292
 CS0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CS0292'1.1 MI W FROM CEDARVALE.
 CS0292'1.1 MILES WEST ALONG STATE HIGHWAY NO.243, FROM THE CEDARVALE COTTON
 CS0292'GIN AT CEDARVALE, 100 YARDS EAST OF A ROAD INTERSECTION, 1 FOOT SOUTH
 CS0292'OF THE NORTH RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE 4X4 WITNESS
 CS0292'POST, 13 YARDS WEST OF A TELEPHONE POLE, 55 YARDS EAST OF A FENCE
 CS0292'CORNER, 70 YARDS EAST OF A SMALL STORE AND GASOLINE STATION AND 1.1
 CS0292'MILES WEST OF THE SMALL SETTLEMENT OF CEDARVALE.  A STANDARD DISK SET
 CS0292'IN A CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0284 ***********************************************************************
 CS0284  DESIGNATION -  K 480
 CS0284  PID         -  CS0284
 CS0284  STATE/COUNTY-  TX/KAUFMAN
 CS0284  USGS QUAD   -  OLA (1981)
 CS0284
 CS0284                         *CURRENT SURVEY CONTROL
 CS0284  ___________________________________________________________________
 CS0284* NAD 83(1986)-  32 34 42.     (N)    096 13 17.     (W)     SCALED    
 CS0284* NAVD 88     -       136.797  (meters)     448.81   (feet)  ADJUSTED  
 CS0284  ___________________________________________________________________
 CS0284  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS0284  DYNAMIC HT  -         136.643 (meters)     448.30  (feet)  COMP
 CS0284  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 CS0284
 CS0284  VERT ORDER  -  SECOND    CLASS 0
 CS0284
 CS0284.The horizontal coordinates were scaled from a topographic map and have
 CS0284.an estimated accuracy of +/- 6 seconds.
 CS0284
 CS0284.The orthometric height was determined by differential leveling
 CS0284.and adjusted by the National Geodetic Survey in June 1991..
 CS0284
 CS0284.The geoid height was determined by GEOID03.
 CS0284
 CS0284.The dynamic height is computed by dividing the NAVD 88
 CS0284.geopotential number by the normal gravity value computed on the
 CS0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0284.degrees latitude (g = 980.6199 gals.).
 CS0284
 CS0284.The modeled gravity was interpolated from observed gravity values.
 CS0284
 CS0284;                    North         East    Units  Estimated Accuracy
 CS0284;SPC TXNC     - 2,103,420.      813,910.      MT  (+/- 180 meters Scaled)
 CS0284
 CS0284                          SUPERSEDED SURVEY CONTROL
 CS0284
 CS0284  NGVD 29 (??/??/92)  136.806  (m)          448.84   (f) ADJ UNCH    2 0
 CS0284
 CS0284.Superseded values are not recommended for survey control.
 CS0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0284.See file dsdata.txt to determine how the superseded data were derived.
 CS0284
 CS0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB608079(NAD 83)
 CS0284_MARKER: DB = BENCH MARK DISK
 CS0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0284_STAMPING: K 480 1948
 CS0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0284+STABILITY: SURFACE MOTION
 CS0284
 CS0284  HISTORY     - Date     Condition        Report By
 CS0284  HISTORY     - 1948     MONUMENTED       CGS
 CS0284
 CS0284                          STATION DESCRIPTION
 CS0284
 CS0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0284'2.55 MI W FROM OLA.
 CS0284'2.55 MILES WEST ALONG STATE HIGHWAY 243 FROM THE CHURCH OF CHRIST AT
 CS0284'OLA, AT A ROAD JUNCTION, 281.0 FEET WEST OF THE WEST END OF THE NORTH
 CS0284'HEADWALL OF A 10-FOOT CONCRETE CULVERT, 65.0 FEET NORTH OF THE CENTER
 CS0284'LINE OF THE HIGHWAY, 20.0 FEET NORTHEAST OF THE EXTENDED CENTER LINE
 CS0284'OF A ROAD LEADING SOUTHEAST, 1.8 FEET SOUTHWEST OF A FENCE, 2.0 FEET
 CS0284'SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CS0284'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1385 ***********************************************************************
 AY1385  DESIGNATION -  K 482
 AY1385  PID         -  AY1385
 AY1385  STATE/COUNTY-  TX/UVALDE
 AY1385  USGS QUAD   -  LAKE CREEK (1971)
 AY1385
 AY1385                         *CURRENT SURVEY CONTROL
 AY1385  ___________________________________________________________________
 AY1385* NAD 83(1986)-  29 35 38.     (N)    099 59 35.     (W)     SCALED    
 AY1385* NAVD 88     -       416.497  (meters)    1366.46   (feet)  POSTED    
 AY1385  ___________________________________________________________________
 AY1385  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 AY1385  DYNAMIC HT  -         415.880 (meters)    1364.43  (feet)  COMP
 AY1385  MODELED GRAV-     979,151.1   (mgal)                       NAVD 88
 AY1385
 AY1385  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1385
 AY1385.The horizontal coordinates were scaled from a topographic map and have
 AY1385.an estimated accuracy of +/- 6 seconds.
 AY1385
 AY1385.The orthometric height was determined by differential leveling
 AY1385.and adjusted by the National Geodetic Survey in 1992..
 AY1385.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1385.rate of 1.1 thru 2.0 mm/km.
 AY1385
 AY1385.The geoid height was determined by GEOID03.
 AY1385
 AY1385.The dynamic height is computed by dividing the NAVD 88
 AY1385.geopotential number by the normal gravity value computed on the
 AY1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1385.degrees latitude (g = 980.6199 gals.).
 AY1385
 AY1385.The modeled gravity was interpolated from observed gravity values.
 AY1385
 AY1385;                    North         East    Units  Estimated Accuracy
 AY1385;SPC TXSC     - 4,195,530.      503,810.      MT  (+/- 180 meters Scaled)
 AY1385
 AY1385                          SUPERSEDED SURVEY CONTROL
 AY1385
 AY1385  NGVD 29 (??/??/92)  416.398  (m)         1366.13   (f) ADJ UNCH    2 0
 AY1385
 AY1385.Superseded values are not recommended for survey control.
 AY1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1385.See file dsdata.txt to determine how the superseded data were derived.
 AY1385
 AY1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT038741(NAD 83)
 AY1385_MARKER: DB = BENCH MARK DISK
 AY1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1385_STAMPING: K 482 1935
 AY1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1385+STABILITY: SURFACE MOTION
 AY1385
 AY1385  HISTORY     - Date     Condition        Report By
 AY1385  HISTORY     - 1935     MONUMENTED       CGS
 AY1385  HISTORY     - 1971     GOOD             USGS
 AY1385
 AY1385                          STATION DESCRIPTION
 AY1385
 AY1385'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AY1385'5.5 MI SE FROM CAMP WOOD.
 AY1385'3.3 MILES SOUTH ALONG STATE HIGHWAY 55 FROM JUNCTION OF ST. HWY 55 AND
 AY1385'RANCH ROAD 337 AT CAMP WOOD.  THENCE 1.9 MILES SOUTHEAST ALONG GRADED
 AY1385'DIRT ROAD TO A BUMP GATE.  PASS THROUGH GATE FOR 0.5 MILE TO POINT
 AY1385'WHERE ROAD ANGLES SOUTHWEST AWAY FROM OLD RAILROAD GRADE. FOLLOW OLD
 AY1385'RAILROAD SOUTH FOR 0.4 MILE TO A FENCE AND BENCH MARK TO RIGHT 100
 AY1385'FEET ALONG FENCE FROM CENTERLINE AND 18 FT NORTH OF FENCE. A STANDARD
 AY1385'USC AND GS DISK, STAMPED K 482 1935 AND SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0625 ***********************************************************************
 CR0625  DESIGNATION -  K 483
 CR0625  PID         -  CR0625
 CR0625  STATE/COUNTY-  TX/HENDERSON
 CR0625  USGS QUAD   -  STOCKARD (1984)
 CR0625
 CR0625                         *CURRENT SURVEY CONTROL
 CR0625  ___________________________________________________________________
 CR0625* NAD 83(1986)-  32 19 50.     (N)    095 55 41.     (W)     SCALED    
 CR0625* NAVD 88     -       160.296  (meters)     525.90   (feet)  ADJUSTED  
 CR0625  ___________________________________________________________________
 CR0625  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CR0625  DYNAMIC HT  -         160.110 (meters)     525.29  (feet)  COMP
 CR0625  MODELED GRAV-     979,474.8   (mgal)                       NAVD 88
 CR0625
 CR0625  VERT ORDER  -  SECOND    CLASS 0
 CR0625
 CR0625.The horizontal coordinates were scaled from a topographic map and have
 CR0625.an estimated accuracy of +/- 6 seconds.
 CR0625
 CR0625.The orthometric height was determined by differential leveling
 CR0625.and adjusted by the National Geodetic Survey in June 1991..
 CR0625
 CR0625.The geoid height was determined by GEOID03.
 CR0625
 CR0625.The dynamic height is computed by dividing the NAVD 88
 CR0625.geopotential number by the normal gravity value computed on the
 CR0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0625.degrees latitude (g = 980.6199 gals.).
 CR0625
 CR0625.The modeled gravity was interpolated from observed gravity values.
 CR0625
 CR0625;                    North         East    Units  Estimated Accuracy
 CR0625;SPC TXNC     - 2,076,580.      842,120.      MT  (+/- 180 meters Scaled)
 CR0625
 CR0625                          SUPERSEDED SURVEY CONTROL
 CR0625
 CR0625  NGVD 29 (??/??/92)  160.302  (m)          525.92   (f) ADJ UNCH    2 0
 CR0625
 CR0625.Superseded values are not recommended for survey control.
 CR0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0625.See file dsdata.txt to determine how the superseded data were derived.
 CR0625
 CR0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR243808(NAD 83)
 CR0625_MARKER: DB = BENCH MARK DISK
 CR0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0625_STAMPING: K 483 1948
 CR0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0625+STABILITY: SURFACE MOTION
 CR0625
 CR0625  HISTORY     - Date     Condition        Report By
 CR0625  HISTORY     - 1948     MONUMENTED       CGS
 CR0625  HISTORY     - 1978     GOOD             USGS
 CR0625
 CR0625                          STATION DESCRIPTION
 CR0625
 CR0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0625'9.5 MI NE FROM EUSTACE.
 CR0625'4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE CHURCH OF CHRIST
 CR0625'AT EUSTACE, THENCE 2.75 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 1.1
 CR0625'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE EAST ALONG A
 CR0625'GRADED DIRT ROAD, THENCE 0.55 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 CR0625'AT AN ABANDONED FARMHOUSE SITE, 43.0 FEET NORTHEAST OF THE CENTER LINE
 CR0625'OF THE ROAD (MEASURED FROM A POINT 279.0 FEET SOUTHEAST OF A 6-FOOT
 CR0625'WOODEN CULVERT), 30.5 FEET EAST OF THE SOUTHEAST END OF A WIRE GATE,
 CR0625'12.6 FEET NORTHWEST OF A 24-INCH CEDAR TREE (THE NORTHWESTERLY ONE OF
 CR0625'TWO CEDAR TREES), 2.0 FEET SOUTHEAST OF A REFERENCE POST, AND SET IN
 CR0625'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0625
 CR0625                          STATION RECOVERY (1978)
 CR0625
 CR0625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CR0625'4.2 MILES SE ALONG US HWY. 175 FROM THE CHURCH OF CHRIST AT EUSTACE,
 CR0625'THENCE 3.85 MILES N ALONG GRAVELED ROAD, THENCE 0.9 MILES E ALONG A
 CR0625'GRADED DIRT ROAD, THENCE 0.55 MILE NW ALONG A GRADED ROAD TO A TRACK
 CR0625'ROAD NE, 38 FT. NE OF NW-SE ROAD, 42 FT. SE OF TRACK ROAD, 34 FT. SE
 CR0625'OF THESE END OF GATE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CR0625'1.1 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0238 ***********************************************************************
 BY0238  DESIGNATION -  K 484
 BY0238  PID         -  BY0238
 BY0238  STATE/COUNTY-  TX/SHELBY
 BY0238  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0238
 BY0238                         *CURRENT SURVEY CONTROL
 BY0238  ___________________________________________________________________
 BY0238* NAD 83(1986)-  31 39 25.     (N)    094 15 16.     (W)     SCALED    
 BY0238* NAVD 88     -       135.66   (+/-2cm)     445.1    (feet)  VERTCON   
 BY0238  ___________________________________________________________________
 BY0238  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BY0238
 BY0238  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0238
 BY0238.The horizontal coordinates were scaled from a topographic map and have
 BY0238.an estimated accuracy of +/- 6 seconds.
 BY0238
 BY0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0238.The vertical order pertains to the NGVD 29 superseded value.
 BY0238
 BY0238.The geoid height was determined by GEOID03.
 BY0238
 BY0238;                    North         East    Units  Estimated Accuracy
 BY0238;SPC TX C     - 3,236,390.    1,276,220.      MT  (+/- 180 meters Scaled)
 BY0238
 BY0238                          SUPERSEDED SURVEY CONTROL
 BY0238
 BY0238  NGVD 29 (??/??/92)  135.686  (m)          445.16   (f) ADJ UNCH    2 0
 BY0238
 BY0238.Superseded values are not recommended for survey control.
 BY0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0238.See file dsdata.txt to determine how the superseded data were derived.
 BY0238
 BY0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR810030(NAD 83)
 BY0238_MARKER: DB = BENCH MARK DISK
 BY0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0238_STAMPING: K 484 1949
 BY0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0238+STABILITY: SURFACE MOTION
 BY0238
 BY0238  HISTORY     - Date     Condition        Report By
 BY0238  HISTORY     - 1949     MONUMENTED       CGS
 BY0238
 BY0238                          STATION DESCRIPTION
 BY0238
 BY0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0238'3.8 MI S FROM JERICHO.
 BY0238'3.8 MILES SOUTH ALONG THE JERICHO-CAMP WORTH ROAD FROM THE POWDRILL
 BY0238'GROCERY STORE AT JERICHO, 70 YARDS(PACED) NORTH OF THE TRAVIS FENLEY
 BY0238'FARMHOUSE, 68.0 FEET SOUTH OF THE CENTER LINE OF A TRAIL LEADING EAST,
 BY0238'58.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET NORTH OF A
 BY0238'FENCE ALONG THE NORTH SIDE OF A GARDEN, 1.6 FEET WEST OF A REFERENCE
 BY0238'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 BY0238'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0231 ***********************************************************************
 BY0231  DESIGNATION -  K 485
 BY0231  PID         -  BY0231
 BY0231  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0231  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0231
 BY0231                         *CURRENT SURVEY CONTROL
 BY0231  ___________________________________________________________________
 BY0231* NAD 83(1986)-  31 35 10.     (N)    094 14 42.     (W)     SCALED    
 BY0231* NAVD 88     -       106.24   (+/-2cm)     348.6    (feet)  VERTCON   
 BY0231  ___________________________________________________________________
 BY0231  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BY0231
 BY0231  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0231
 BY0231.The horizontal coordinates were scaled from a topographic map and have
 BY0231.an estimated accuracy of +/- 6 seconds.
 BY0231
 BY0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0231.The vertical order pertains to the NGVD 29 superseded value.
 BY0231
 BY0231.The geoid height was determined by GEOID03.
 BY0231
 BY0231;                    North         East    Units  Estimated Accuracy
 BY0231;SPC TX C     - 3,228,590.    1,277,550.      MT  (+/- 180 meters Scaled)
 BY0231
 BY0231                          SUPERSEDED SURVEY CONTROL
 BY0231
 BY0231  NGVD 29 (??/??/92)  106.271  (m)          348.66   (f) ADJ UNCH    2 0
 BY0231
 BY0231.Superseded values are not recommended for survey control.
 BY0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0231.See file dsdata.txt to determine how the superseded data were derived.
 BY0231
 BY0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ818952(NAD 83)
 BY0231_MARKER: DB = BENCH MARK DISK
 BY0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0231_STAMPING: K-485 1949
 BY0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0231+STABILITY: SURFACE MOTION
 BY0231
 BY0231  HISTORY     - Date     Condition        Report By
 BY0231  HISTORY     - 1949     MONUMENTED       CGS
 BY0231  HISTORY     - 1958     GOOD             USGS
 BY0231
 BY0231                          STATION DESCRIPTION
 BY0231
 BY0231'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY0231'3.55 MI SE FROM CAMP WORTH.
 BY0231'SAN AUGUSTINE CO COURT HOUSE 0.9 MILES WEST TO TRAFFIC CIRCLE THEN
 BY0231'NORTH ALONG U.S. 96 0.4 MILES TO FARM ROAD 711, THEN NORTHWEST ALONG
 BY0231'711 2.15 MILES TO ROAD FORK, THEN WEST ALONG GRADED DIRT ROAD 4.75
 BY0231'MILES TO JCT, THEN NORTHWEST ALONG GRADED DIRT ROAD 2.25 MILES TO JCT,
 BY0231'THEN WEST AND NORTHWEST 0.8 MILES TO JCT., THEN WEST SOUTHWEST 0.5
 BY0231'MILES, AT A JCT. WITH A TRAIL LEADING SOUTHEAST, 36.0 FEET SOUTH OF
 BY0231'THE CENTER LINE OF THE ROAD, 34 FEET SOUTHWEST OF A TRAIL LEADING
 BY0231'SOUTHEAST, 8.5 FEET WEST OF A 22 INCH FORKED SWEETGUM TREE, A STANDARD
 BY0231'TABLET SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE THE
 BY0231'GROUND.  STAMPED K-485 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0650 ***********************************************************************
 BY0650  DESIGNATION -  K 486
 BY0650  PID         -  BY0650
 BY0650  STATE/COUNTY-  TX/SHELBY
 BY0650  USGS QUAD   -  GARRISON EAST (1984)
 BY0650
 BY0650                         *CURRENT SURVEY CONTROL
 BY0650  ___________________________________________________________________
 BY0650* NAD 83(1986)-  31 46 10.     (N)    094 24 57.     (W)     SCALED    
 BY0650* NAVD 88     -        85.00   (+/-2cm)     278.9    (feet)  VERTCON   
 BY0650  ___________________________________________________________________
 BY0650  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BY0650
 BY0650  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0650
 BY0650.The horizontal coordinates were scaled from a topographic map and have
 BY0650.an estimated accuracy of +/- 6 seconds.
 BY0650
 BY0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0650.The vertical order pertains to the NGVD 29 superseded value.
 BY0650
 BY0650.The geoid height was determined by GEOID03.
 BY0650
 BY0650;                    North         East    Units  Estimated Accuracy
 BY0650;SPC TX C     - 3,248,020.    1,260,280.      MT  (+/- 180 meters Scaled)
 BY0650
 BY0650                          SUPERSEDED SURVEY CONTROL
 BY0650
 BY0650  NGVD 29 (??/??/92)   85.002  (m)          278.88   (f) ADJ UNCH    2 0
 BY0650
 BY0650.Superseded values are not recommended for survey control.
 BY0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0650.See file dsdata.txt to determine how the superseded data were derived.
 BY0650
 BY0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR659157(NAD 83)
 BY0650_MARKER: DB = BENCH MARK DISK
 BY0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0650_STAMPING: K 486 1949
 BY0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0650+STABILITY: SURFACE MOTION
 BY0650
 BY0650  HISTORY     - Date     Condition        Report By
 BY0650  HISTORY     - 1949     MONUMENTED       CGS
 BY0650
 BY0650                          STATION DESCRIPTION
 BY0650
 BY0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0650'1.0 MI W FROM STOCKMAN.
 BY0650'0.6 MILE SOUTH ALONG FARM ROAD 415 FROM THE POST OFFICE AT STOCKMAN,
 BY0650'THENCE 0.4 MILE WEST ALONG A GRADED DIRT ROAD, 288.0 FEET EAST OF THE
 BY0650'SOUTHEAST CORNER OF A 6-FOOT WOODEN BRIDGE, 28.0 FEET SOUTH OF THE
 BY0650'CENTER LINE OF THE ROAD, 5.5 FEET SOUTHEAST OF A 24-INCH OAK TREE, 2.9
 BY0650'FEET WEST OF A REFERENCE POST, 1.0 FOOT NORTH OF A FENCE, AND SET IN
 BY0650'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0139 ***********************************************************************
 BY0139  DESIGNATION -  K 487
 BY0139  PID         -  BY0139
 BY0139  STATE/COUNTY-  TX/SHELBY
 BY0139  USGS QUAD   -  ARCADIA (1984)
 BY0139
 BY0139                         *CURRENT SURVEY CONTROL
 BY0139  ___________________________________________________________________
 BY0139* NAD 83(1986)-  31 51 30.     (N)    094 21 26.     (W)     SCALED    
 BY0139* NAVD 88     -       122.95   (+/-2cm)     403.4    (feet)  VERTCON   
 BY0139  ___________________________________________________________________
 BY0139  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY0139
 BY0139  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0139
 BY0139.The horizontal coordinates were scaled from a topographic map and have
 BY0139.an estimated accuracy of +/- 6 seconds.
 BY0139
 BY0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0139.The vertical order pertains to the NGVD 29 superseded value.
 BY0139
 BY0139.The geoid height was determined by GEOID03.
 BY0139
 BY0139;                    North         East    Units  Estimated Accuracy
 BY0139;SPC TX C     - 3,258,160.    1,265,290.      MT  (+/- 180 meters Scaled)
 BY0139
 BY0139                          SUPERSEDED SURVEY CONTROL
 BY0139
 BY0139  NGVD 29 (??/??/92)  122.968  (m)          403.44   (f) ADJ UNCH    2 0
 BY0139
 BY0139.Superseded values are not recommended for survey control.
 BY0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0139.See file dsdata.txt to determine how the superseded data were derived.
 BY0139
 BY0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR716255(NAD 83)
 BY0139_MARKER: DB = BENCH MARK DISK
 BY0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0139_STAMPING: K 487 1949
 BY0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0139+STABILITY: SURFACE MOTION
 BY0139
 BY0139  HISTORY     - Date     Condition        Report By
 BY0139  HISTORY     - 1949     MONUMENTED       CGS
 BY0139
 BY0139                          STATION DESCRIPTION
 BY0139
 BY0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0139'4.15 MI SE FROM TIMPSON.
 BY0139'4.15 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE TEXAS AND NEW
 BY0139'ORLEANS RAILROAD STATION AT TIMPSON, 0.3 MILE SOUTHEAST OF A BRIDGE,
 BY0139'0.1 MILE NORTHWEST OF TOP OF A RIDGE, 89.0 FEET SOUTHWEST OF THE
 BY0139'CENTER LINE OF THE HIGHWAY, 35.4 FEET NORTH OF THE NORTH CORNER OF THE
 BY0139'FRONT PORCH FOR THE WHITE FRAME HOME OF C. HENDERSON (LEASED FROM
 BY0139'ALLIE TILLMON), 32.0 FEET WEST OF CORNER IN RIGHT-OF-WAY FENCE, 2.0
 BY0139'FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY0139'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0877 ***********************************************************************
 BY0877  DESIGNATION -  K 488
 BY0877  PID         -  BY0877
 BY0877  STATE/COUNTY-  TX/ANGELINA
 BY0877  USGS QUAD   -  HUNTINGTON (1980)
 BY0877
 BY0877                         *CURRENT SURVEY CONTROL
 BY0877  ___________________________________________________________________
 BY0877* NAD 83(1986)-  31 17 05.     (N)    094 37 20.     (W)     SCALED    
 BY0877* NAVD 88     -        90.69   (+/-2cm)     297.5    (feet)  VERTCON   
 BY0877  ___________________________________________________________________
 BY0877  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BY0877
 BY0877  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0877
 BY0877.The horizontal coordinates were scaled from a topographic map and have
 BY0877.an estimated accuracy of +/- 6 seconds.
 BY0877
 BY0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0877.The vertical order pertains to the NGVD 29 superseded value.
 BY0877
 BY0877.The geoid height was determined by GEOID03.
 BY0877
 BY0877;                    North         East    Units  Estimated Accuracy
 BY0877;SPC TX C     - 3,193,330.    1,243,510.      MT  (+/- 180 meters Scaled)
 BY0877
 BY0877                          SUPERSEDED SURVEY CONTROL
 BY0877
 BY0877  NGVD 29 (??/??/92)   90.730  (m)          297.67   (f) ADJ UNCH    2 0
 BY0877
 BY0877.Superseded values are not recommended for survey control.
 BY0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0877.See file dsdata.txt to determine how the superseded data were derived.
 BY0877
 BY0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ455622(NAD 83)
 BY0877_MARKER: DB = BENCH MARK DISK
 BY0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0877_STAMPING: K 488 1949
 BY0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0877+STABILITY: SURFACE MOTION
 BY0877
 BY0877  HISTORY     - Date     Condition        Report By
 BY0877  HISTORY     - 1949     MONUMENTED       CGS
 BY0877
 BY0877                          STATION DESCRIPTION
 BY0877
 BY0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0877'1.05 MI SE FROM HOMER.
 BY0877'1.05 MILES SOUTHEAST ALONG U. S. HIGHWAY 69 FROM THE MILLION STORE AT
 BY0877'HOMER, 57.0 FEET WEST OF THE WEST CORNER OF THE FARM HOME OF W. A.
 BY0877'TERRY, 52.0 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 69, 30.0
 BY0877'FEET EAST OF A 12-INCH PINE TREE USED AS A FENCE CORNER POST, 1.8 FEET
 BY0877'WEST OF A REFERENCE POST, 0.6 FOOT SOUTH OF A FENCE LINE, AND SET IN
 BY0877'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0905 ***********************************************************************
 BY0905  DESIGNATION -  K 489
 BY0905  PID         -  BY0905
 BY0905  STATE/COUNTY-  TX/ANGELINA
 BY0905  USGS QUAD   -  BALD HILL (1980)
 BY0905
 BY0905                         *CURRENT SURVEY CONTROL
 BY0905  ___________________________________________________________________
 BY0905* NAD 83(1986)-  31 08 00.     (N)    094 42 25.     (W)     SCALED    
 BY0905* NAVD 88     -        53.58   (+/-2cm)     175.8    (feet)  VERTCON   
 BY0905  ___________________________________________________________________
 BY0905  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BY0905
 BY0905  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0905
 BY0905.The horizontal coordinates were scaled from a topographic map and have
 BY0905.an estimated accuracy of +/- 6 seconds.
 BY0905
 BY0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0905.The vertical order pertains to the NGVD 29 superseded value.
 BY0905
 BY0905.The geoid height was determined by GEOID03.
 BY0905
 BY0905;                    North         East    Units  Estimated Accuracy
 BY0905;SPC TX C     - 3,176,150.    1,236,300.      MT  (+/- 180 meters Scaled)
 BY0905
 BY0905                          SUPERSEDED SURVEY CONTROL
 BY0905
 BY0905  NGVD 29 (??/??/92)   53.616  (m)          175.91   (f) ADJ UNCH    2 0
 BY0905
 BY0905.Superseded values are not recommended for survey control.
 BY0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0905.See file dsdata.txt to determine how the superseded data were derived.
 BY0905
 BY0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ372456(NAD 83)
 BY0905_MARKER: DB = BENCH MARK DISK
 BY0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0905_STAMPING: K 489 1949
 BY0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0905+STABILITY: SURFACE MOTION
 BY0905
 BY0905  HISTORY     - Date     Condition        Report By
 BY0905  HISTORY     - 1949     MONUMENTED       CGS
 BY0905
 BY0905                          STATION DESCRIPTION
 BY0905
 BY0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0905'8.35 MI E FROM DIBOLL.
 BY0905'0.25 MILE EAST ALONG LOOP NO. 210 FROM THE RAILROAD STATION AT DIBOLL,
 BY0905'THENCE 2.0 MILES SOUTH ALONG NEW UNITED STATES HIGHWAY NO. 59, THENCE
 BY0905'6.1 MILES EAST ALONG AN OLD C.C.C. ROAD AT A Y JUNCTION LEADING
 BY0905'NORTHWEST TO CYPRESS LAKE FIRE TOWER, 0.15 MILE WEST OF A T ROAD
 BY0905'LEADING SOUTH TO THE NECHES RIVER, 62.0 FEET WEST OF THE CENTER LINE
 BY0905'OF THE ROAD LEADING NORTHWEST, 51.2 FEET SOUTH OF A 30 INCH OAK, 37.0
 BY0905'FEET NORTH OF THE CENTER LINE OF THE C.C.C. ROAD, 34.8 FEET NORTHWEST
 BY0905'OF A 16 INCH PINE TREE, 20.2 FEET NORTH OF AN 18 INCH PINE TREE, 1.8
 BY0905'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 BY0905'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0813 ***********************************************************************
 BZ0813  DESIGNATION -  K 49
 BZ0813  PID         -  BZ0813
 BZ0813  STATE/COUNTY-  TX/BELL
 BZ0813  USGS QUAD   -  TEMPLE (1993)
 BZ0813
 BZ0813                         *CURRENT SURVEY CONTROL
 BZ0813  ___________________________________________________________________
 BZ0813* NAD 83(1986)-  31 05 55.     (N)    097 22 17.     (W)     SCALED    
 BZ0813* NAVD 88     -       201.411  (meters)     660.80   (feet)  ADJUSTED  
 BZ0813  ___________________________________________________________________
 BZ0813  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ0813  DYNAMIC HT  -         201.146 (meters)     659.93  (feet)  COMP
 BZ0813  MODELED GRAV-     979,318.2   (mgal)                       NAVD 88
 BZ0813
 BZ0813  VERT ORDER  -  FIRST     CLASS II
 BZ0813
 BZ0813.The horizontal coordinates were scaled from a topographic map and have
 BZ0813.an estimated accuracy of +/- 6 seconds.
 BZ0813
 BZ0813.The orthometric height was determined by differential leveling
 BZ0813.and adjusted by the National Geodetic Survey in June 1991..
 BZ0813
 BZ0813.The geoid height was determined by GEOID03.
 BZ0813
 BZ0813.The dynamic height is computed by dividing the NAVD 88
 BZ0813.geopotential number by the normal gravity value computed on the
 BZ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0813.degrees latitude (g = 980.6199 gals.).
 BZ0813
 BZ0813.The modeled gravity was interpolated from observed gravity values.
 BZ0813
 BZ0813;                    North         East    Units  Estimated Accuracy
 BZ0813;SPC TX C     - 3,162,500.      982,520.      MT  (+/- 180 meters Scaled)
 BZ0813
 BZ0813                          SUPERSEDED SURVEY CONTROL
 BZ0813
 BZ0813  NGVD 29 (??/??/92)  201.345  (m)          660.58   (f) ADJ UNCH    1 2
 BZ0813
 BZ0813.Superseded values are not recommended for survey control.
 BZ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0813.See file dsdata.txt to determine how the superseded data were derived.
 BZ0813
 BZ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV553416(NAD 83)
 BZ0813_MARKER: DB = BENCH MARK DISK
 BZ0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0813_STAMPING: K 49 1953
 BZ0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0813+STABILITY: SURFACE MOTION
 BZ0813
 BZ0813  HISTORY     - Date     Condition        Report By
 BZ0813  HISTORY     - 1953     MONUMENTED       CGS
 BZ0813  HISTORY     - 1965     MARK NOT FOUND   USGS
 BZ0813  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0813  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0813  HISTORY     - 19950716 MARK NOT FOUND   USPSQD
 BZ0813
 BZ0813                          STATION DESCRIPTION
 BZ0813
 BZ0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BZ0813'1.8 MI SW FROM TEMPLE.
 BZ0813'1.8 MILES SOUTHWEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM
 BZ0813'THE STATION AT TEMPLE, BELL COUNTY, 4-1/2 POLES WEST OF THE STATION
 BZ0813'SIGN AT GOBER, 5 POLES WEST OF THE CROSSING OF SOUTH FORTY-NINTH
 BZ0813'STREET, ACROSS THE TRACK FROM THE TEMPLE DESK FACTORY, 33.7 FEET NORTH
 BZ0813'OF THE NORTH RAIL, 10 FEET SOUTH OF THE FENCE ALONG THE SOUTH EDGE OF
 BZ0813'THE TEMPLE COUNTRY CLUB, AND 3.5 FEET WEST OF A WHITE WOODEN WITNESS
 BZ0813'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 BZ0813'GROUND.
 BZ0813
 BZ0813                          STATION RECOVERY (1965)
 BZ0813
 BZ0813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0813'MARK NOT FOUND.
 BZ0813
 BZ0813                          STATION RECOVERY (1980)
 BZ0813
 BZ0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0813'THIS BENCH MARK IS BELIEVED TO BE DESTROYED, THE CONCRETE POST WAS
 BZ0813'FOUND WITH THE TOP BROKEN OFF.
 BZ0813
 BZ0813                          STATION RECOVERY (1983)
 BZ0813
 BZ0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0813'MARK NOT FOUND.
 BZ0813
 BZ0813                          STATION RECOVERY (1995)
 BZ0813
 BZ0813'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0911 ***********************************************************************
 BY0911  DESIGNATION -  K 490
 BY0911  PID         -  BY0911
 BY0911  STATE/COUNTY-  TX/ANGELINA
 BY0911  USGS QUAD   -  BALD HILL (1980)
 BY0911
 BY0911                         *CURRENT SURVEY CONTROL
 BY0911  ___________________________________________________________________
 BY0911* NAD 83(1986)-  31 07 49.     (N)    094 40 25.     (W)     SCALED    
 BY0911* NAVD 88     -        63.93   (+/-2cm)     209.7    (feet)  VERTCON   
 BY0911  ___________________________________________________________________
 BY0911  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BY0911
 BY0911  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0911
 BY0911.The horizontal coordinates were scaled from a topographic map and have
 BY0911.an estimated accuracy of +/- 6 seconds.
 BY0911
 BY0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0911.The vertical order pertains to the NGVD 29 superseded value.
 BY0911
 BY0911.The geoid height was determined by GEOID03.
 BY0911
 BY0911;                    North         East    Units  Estimated Accuracy
 BY0911;SPC TX C     - 3,175,980.    1,239,500.      MT  (+/- 180 meters Scaled)
 BY0911
 BY0911                          SUPERSEDED SURVEY CONTROL
 BY0911
 BY0911  NGVD 29 (??/??/92)   63.965  (m)          209.86   (f) ADJ UNCH    2 0
 BY0911
 BY0911.Superseded values are not recommended for survey control.
 BY0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0911.See file dsdata.txt to determine how the superseded data were derived.
 BY0911
 BY0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ404452(NAD 83)
 BY0911_MARKER: DB = BENCH MARK DISK
 BY0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0911_STAMPING: K 490 1949
 BY0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0911+STABILITY: SURFACE MOTION
 BY0911
 BY0911  HISTORY     - Date     Condition        Report By
 BY0911  HISTORY     - 1949     MONUMENTED       CGS
 BY0911
 BY0911                          STATION DESCRIPTION
 BY0911
 BY0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0911'10.45 MI E FROM DIBOLL.
 BY0911'0.25 MILE EAST ALONG LOOP NO. 210 FROM THE RAILROAD STATION AT DIBOLL,
 BY0911'THENCE 2.0 MILES SOUTH ALONG NEW UNITED STATES HIGHWAY NO. 59, THENCE
 BY0911'8.2 MILES EAST ALONG AN OLD C.C.C. ROAD TO A T ROAD LEADING SOUTH,
 BY0911'65.0 FEET EAST OF THE CENTER LINE OF THE T ROAD LEADING SOUTH, 24.0
 BY0911'FEET SOUTH OF THE CENTER LINE OF THE C.C.C. ROAD, 8.0 FEET SOUTHWEST
 BY0911'OF A 36 INCH GUM TREE, 1.8 FEET NORTH OF A REFERENCE POST, AND SET IN
 BY0911'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0488 ***********************************************************************
 BY0488  DESIGNATION -  K 491
 BY0488  PID         -  BY0488
 BY0488  STATE/COUNTY-  TX/ANGELINA
 BY0488  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0488
 BY0488                         *CURRENT SURVEY CONTROL
 BY0488  ___________________________________________________________________
 BY0488* NAD 83(1986)-  31 19 15.     (N)    094 29 12.     (W)     SCALED    
 BY0488* NAVD 88     -        53.79   (+/-2cm)     176.5    (feet)  VERTCON   
 BY0488  ___________________________________________________________________
 BY0488  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BY0488
 BY0488  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0488
 BY0488.The horizontal coordinates were scaled from a topographic map and have
 BY0488.an estimated accuracy of +/- 6 seconds.
 BY0488
 BY0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0488.The vertical order pertains to the NGVD 29 superseded value.
 BY0488
 BY0488.The geoid height was determined by GEOID03.
 BY0488
 BY0488;                    North         East    Units  Estimated Accuracy
 BY0488;SPC TX C     - 3,197,990.    1,256,190.      MT  (+/- 180 meters Scaled)
 BY0488
 BY0488                          SUPERSEDED SURVEY CONTROL
 BY0488
 BY0488  NGVD 29 (??/??/92)   53.833  (m)          176.62   (f) ADJ UNCH    2 0
 BY0488
 BY0488.Superseded values are not recommended for survey control.
 BY0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0488.See file dsdata.txt to determine how the superseded data were derived.
 BY0488
 BY0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ585661(NAD 83)
 BY0488_MARKER: DB = BENCH MARK DISK
 BY0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0488_STAMPING: K 491 1949
 BY0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0488+STABILITY: SURFACE MOTION
 BY0488
 BY0488  HISTORY     - Date     Condition        Report By
 BY0488  HISTORY     - 1949     MONUMENTED       CGS
 BY0488
 BY0488                          STATION DESCRIPTION
 BY0488
 BY0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0488'5.35 MI NW FROM ORA.
 BY0488'0.4 MILE WEST ALONG A GRADED DIRT ROAD FROM THE BAPTIST CHURCH AT ORA,
 BY0488'THENCE 4.95 MILES NORTHWEST ALONG A GRADED DIRT ROAD, AT THE SAM
 BY0488'DONNELL FARM HOME, 232.0 FEET EAST OF THE EAST CORNER OF THE HOUSE,
 BY0488'190.0 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVE, 160.0 FEET
 BY0488'NORTH OF THE CENTER LINE OF THE ROAD, 157.0 FEET SOUTH OF THE SOUTH
 BY0488'CORNER OF THE BARN, 134.0 FEET NORTH OF A FENCE, AND SET IN THE TOP OF
 BY0488'A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0363 ***********************************************************************
 BY0363  DESIGNATION -  K 494
 BY0363  PID         -  BY0363
 BY0363  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0363  USGS QUAD   -  NORWOOD (1984)
 BY0363
 BY0363                         *CURRENT SURVEY CONTROL
 BY0363  ___________________________________________________________________
 BY0363* NAD 83(1986)-  31 28 25.     (N)    094 08 28.     (W)     SCALED    
 BY0363* NAVD 88     -        77.47   (+/-2cm)     254.2    (feet)  VERTCON   
 BY0363  ___________________________________________________________________
 BY0363  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY0363
 BY0363  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0363
 BY0363.The horizontal coordinates were scaled from a topographic map and have
 BY0363.an estimated accuracy of +/- 6 seconds.
 BY0363
 BY0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0363.The vertical order pertains to the NGVD 29 superseded value.
 BY0363
 BY0363.The geoid height was determined by GEOID03.
 BY0363
 BY0363;                    North         East    Units  Estimated Accuracy
 BY0363;SPC TX C     - 3,216,680.    1,288,090.      MT  (+/- 180 meters Scaled)
 BY0363
 BY0363                          SUPERSEDED SURVEY CONTROL
 BY0363
 BY0363  NGVD 29 (??/??/92)   77.498  (m)          254.26   (f) ADJ UNCH    2 0
 BY0363
 BY0363.Superseded values are not recommended for survey control.
 BY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0363.See file dsdata.txt to determine how the superseded data were derived.
 BY0363
 BY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ916826(NAD 83)
 BY0363_MARKER: DB = BENCH MARK DISK
 BY0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0363_STAMPING: K 494 1949
 BY0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0363+STABILITY: SURFACE MOTION
 BY0363
 BY0363  HISTORY     - Date     Condition        Report By
 BY0363  HISTORY     - 1949     MONUMENTED       CGS
 BY0363
 BY0363                          STATION DESCRIPTION
 BY0363
 BY0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0363'4.5 MI SW FROM SAN AUGUSTINE.
 BY0363'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE COURTHOUSE AT SAN
 BY0363'AUGUSTINE, AT A JUNCTION WITH A DIRT ROAD LEADING EAST, 44 FEET
 BY0363'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET SOUTHWEST OF THE
 BY0363'CENTER LINE OF THE DIRT ROAD, 15 FEET SOUTHWEST OF A FENCE CORNER, 1.6
 BY0363'FEET NORTHEAST OF A WITNESS POST, 0.6 FOOT NORTHWEST OF A FENCE, SET
 BY0363'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BY0363'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0461 ***********************************************************************
 BY0461  DESIGNATION -  K 495
 BY0461  PID         -  BY0461
 BY0461  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0461  USGS QUAD   -  HARVEY CREEK (1984)
 BY0461
 BY0461                         *CURRENT SURVEY CONTROL
 BY0461  ___________________________________________________________________
 BY0461* NAD 83(1986)-  31 16 42.     (N)    094 13 47.     (W)     SCALED    
 BY0461* NAVD 88     -        78.24   (+/-2cm)     256.7    (feet)  VERTCON   
 BY0461  ___________________________________________________________________
 BY0461  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BY0461
 BY0461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0461
 BY0461.The horizontal coordinates were scaled from a topographic map and have
 BY0461.an estimated accuracy of +/- 6 seconds.
 BY0461
 BY0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0461.The vertical order pertains to the NGVD 29 superseded value.
 BY0461
 BY0461.The geoid height was determined by GEOID03.
 BY0461
 BY0461;                    North         East    Units  Estimated Accuracy
 BY0461;SPC TX C     - 3,194,600.    1,280,870.      MT  (+/- 180 meters Scaled)
 BY0461
 BY0461                          SUPERSEDED SURVEY CONTROL
 BY0461
 BY0461  NGVD 29 (??/??/92)   78.258  (m)          256.75   (f) ADJ UNCH    2 0
 BY0461
 BY0461.Superseded values are not recommended for survey control.
 BY0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0461.See file dsdata.txt to determine how the superseded data were derived.
 BY0461
 BY0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ829611(NAD 83)
 BY0461_MARKER: DB = BENCH MARK DISK
 BY0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0461_STAMPING: K 495 1949
 BY0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0461+STABILITY: SURFACE MOTION
 BY0461
 BY0461  HISTORY     - Date     Condition        Report By
 BY0461  HISTORY     - 1949     MONUMENTED       CGS
 BY0461
 BY0461                          STATION DESCRIPTION
 BY0461
 BY0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0461'3.8 MI SE FROM BROADDUS.
 BY0461'0.8 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0461'BROADDUS, THENCE 3.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 335.0
 BY0461'FEET WEST OF A WOODEN BRIDGE OVER A SMALL CREEK, 23.0 FEET NORTH OF
 BY0461'THE CENTER LINE OF THE ROAD, 23.0 FEET NORTHEAST OF A 24-INCH OAK WITH
 BY0461'A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 9.0 FEET WEST OF A
 BY0461'16-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE,
 BY0461'1.5 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY0461'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0645 ***********************************************************************
 AY0645  DESIGNATION -  K 496
 AY0645  PID         -  AY0645
 AY0645  STATE/COUNTY-  TX/BEXAR
 AY0645  USGS QUAD   -  CASTLE HILLS (1992)
 AY0645
 AY0645                         *CURRENT SURVEY CONTROL
 AY0645  ___________________________________________________________________
 AY0645* NAD 83(1986)-  29 30 07.     (N)    098 36 53.     (W)     SCALED    
 AY0645* NAVD 88     -       249.906  (meters)     819.90   (feet)  POSTED    
 AY0645  ___________________________________________________________________
 AY0645  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AY0645  DYNAMIC HT  -         249.540 (meters)     818.70  (feet)  COMP
 AY0645  MODELED GRAV-     979,176.8   (mgal)                       NAVD 88
 AY0645
 AY0645  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0645
 AY0645.The horizontal coordinates were scaled from a topographic map and have
 AY0645.an estimated accuracy of +/- 6 seconds.
 AY0645
 AY0645.The orthometric height was determined by differential leveling
 AY0645.and adjusted by the National Geodetic Survey in 1992..
 AY0645.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0645.rate of 0.0 thru 1.0 mm/km.
 AY0645
 AY0645.The geoid height was determined by GEOID03.
 AY0645
 AY0645.The dynamic height is computed by dividing the NAVD 88
 AY0645.geopotential number by the normal gravity value computed on the
 AY0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0645.degrees latitude (g = 980.6199 gals.).
 AY0645
 AY0645.The modeled gravity was interpolated from observed gravity values.
 AY0645
 AY0645;                    North         East    Units  Estimated Accuracy
 AY0645;SPC TXSC     - 4,184,990.      637,350.      MT  (+/- 180 meters Scaled)
 AY0645
 AY0645                          SUPERSEDED SURVEY CONTROL
 AY0645
 AY0645  NGVD 29 (??/??/92)  249.785  (m)          819.50   (f) ADJ UNCH    1 2
 AY0645
 AY0645.Superseded values are not recommended for survey control.
 AY0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0645.See file dsdata.txt to determine how the superseded data were derived.
 AY0645
 AY0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT373636(NAD 83)
 AY0645_MARKER: DB = BENCH MARK DISK
 AY0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0645_STAMPING: K 496 1952
 AY0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0645+STABILITY: SURFACE MOTION
 AY0645
 AY0645  HISTORY     - Date     Condition        Report By
 AY0645  HISTORY     - 1952     MONUMENTED       CGS
 AY0645  HISTORY     - 1967     GOOD             USGS
 AY0645  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0645  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0645  HISTORY     - 19991201 MARK NOT FOUND   USPSQD
 AY0645
 AY0645                          STATION DESCRIPTION
 AY0645
 AY0645'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0645'IN SAN ANTONIO.
 AY0645'AT SAN ANTONIO, BEXAR COUNTY, 0.5 MILES NORTHEAST ALONG HUEBNER ROAD
 AY0645'FROM THE INTERSECTION OF STATE HIGHWAY 16 NEAR LEON VALLEY SCHOOL, TO
 AY0645'A GRADED ROAD RIGHT (SE), THENCE 0.3 MILE SOUTHEAST ALONG GRADED ROAD
 AY0645'TO A GRADED ROAD RIGHT (SW), 45 FEET NORTHWEST AND 30 FEET SOUTHWEST
 AY0645'OF THE CENTERLINE OF THE INTERSECTION, 24 FEET NORTHWEST OF A FENCE
 AY0645'CORNER, 2 FEET NORTHEAST OF THE FENCE, AND 7.6 FEET NORTHWEST OF A
 AY0645'POWER POLE.  A STANDARD DISK, STAMPED K 496 1952 AND SET IN THE TOP OF
 AY0645'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 AY0645
 AY0645                          STATION RECOVERY (1989)
 AY0645
 AY0645'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0645'MARK NOT FOUND.
 AY0645
 AY0645                          STATION RECOVERY (1990)
 AY0645
 AY0645'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0645'MARK NOT FOUND.
 AY0645
 AY0645                          STATION RECOVERY (1999)
 AY0645
 AY0645'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0077 ***********************************************************************
 AY0077  DESIGNATION -  K 497
 AY0077  PID         -  AY0077
 AY0077  STATE/COUNTY-  TX/BEXAR
 AY0077  USGS QUAD   -  LONGHORN (1992)
 AY0077
 AY0077                         *CURRENT SURVEY CONTROL
 AY0077  ___________________________________________________________________
 AY0077* NAD 83(1986)-  29 34 02.     (N)    098 29 11.     (W)     SCALED    
 AY0077* NAVD 88     -       254.905  (meters)     836.30   (feet)  POSTED    
 AY0077  ___________________________________________________________________
 AY0077  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AY0077  DYNAMIC HT  -         254.530 (meters)     835.07  (feet)  COMP
 AY0077  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 AY0077
 AY0077  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY0077
 AY0077.The horizontal coordinates were scaled from a topographic map and have
 AY0077.an estimated accuracy of +/- 6 seconds.
 AY0077
 AY0077.The orthometric height was determined by differential leveling
 AY0077.and adjusted by the National Geodetic Survey in 1992..
 AY0077.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY0077.rate of 1.1 thru 2.0 mm/km.
 AY0077
 AY0077.The geoid height was determined by GEOID03.
 AY0077
 AY0077.The dynamic height is computed by dividing the NAVD 88
 AY0077.geopotential number by the normal gravity value computed on the
 AY0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0077.degrees latitude (g = 980.6199 gals.).
 AY0077
 AY0077.The modeled gravity was interpolated from observed gravity values.
 AY0077
 AY0077;                    North         East    Units  Estimated Accuracy
 AY0077;SPC TXSC     - 4,192,270.      649,760.      MT  (+/- 180 meters Scaled)
 AY0077
 AY0077                          SUPERSEDED SURVEY CONTROL
 AY0077
 AY0077  NGVD 29 (??/??/92)  254.777  (m)          835.88   (f) ADJ UNCH    1 2
 AY0077
 AY0077.Superseded values are not recommended for survey control.
 AY0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0077.See file dsdata.txt to determine how the superseded data were derived.
 AY0077
 AY0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT497709(NAD 83)
 AY0077_MARKER: DB = BENCH MARK DISK
 AY0077_SETTING: 66 = SET IN ROCK OUTCROP
 AY0077_SP_SET: FLAT ROCK
 AY0077_STAMPING: K 497 1953
 AY0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0077+STABILITY: POSITION/ELEVATION WELL
 AY0077
 AY0077  HISTORY     - Date     Condition        Report By
 AY0077  HISTORY     - 1953     MONUMENTED       CGS
 AY0077  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0077  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0077  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0077
 AY0077                          STATION DESCRIPTION
 AY0077
 AY0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0077'3.95 MI NW FROM SAN ANTONIO.
 AY0077'3.95 MILES NORTHWEST ALONG BITTERS ROAD FROM ITS JUNCTION WITH
 AY0077'NACOGDOCHES ROAD AT SAN ANTONIO, 185 FEET SOUTHEAST OF THE CENTER OF
 AY0077'AN INTERSECTION WITH COKER ROAD, 40 FEET SOUTHWEST OF THE CENTER LINE
 AY0077'OF BITTERS ROAD, 18 FEET SOUTHWEST OF A FENCE, 0.4 FOOT ABOVE THE
 AY0077'GROUND, ON THE SOUTHEAST BANK OF A SMALL CREEK, SET IN THE TOP OF A
 AY0077'LARGE FLAT ROCK.
 AY0077
 AY0077                          STATION RECOVERY (1966)
 AY0077
 AY0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0077'MARK NOT FOUND.
 AY0077
 AY0077                          STATION RECOVERY (1989)
 AY0077
 AY0077'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0077'MARK NOT FOUND.
 AY0077
 AY0077                          STATION RECOVERY (1999)
 AY0077
 AY0077'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0402 ***********************************************************************
 AY0402  DESIGNATION -  K 499
 AY0402  PID         -  AY0402
 AY0402  STATE/COUNTY-  TX/BEXAR
 AY0402  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0402
 AY0402                         *CURRENT SURVEY CONTROL
 AY0402  ___________________________________________________________________
 AY0402* NAD 83(1986)-  29 23 08.     (N)    098 24 15.     (W)     SCALED    
 AY0402* NAVD 88     -       190.437  (meters)     624.79   (feet)  ADJUSTED  
 AY0402  ___________________________________________________________________
 AY0402  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AY0402  DYNAMIC HT  -         190.160 (meters)     623.88  (feet)  COMP
 AY0402  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 AY0402
 AY0402  VERT ORDER  -  FIRST     CLASS II
 AY0402
 AY0402.The horizontal coordinates were scaled from a topographic map and have
 AY0402.an estimated accuracy of +/- 6 seconds.
 AY0402
 AY0402.The orthometric height was determined by differential leveling
 AY0402.and adjusted by the National Geodetic Survey in June 1991..
 AY0402
 AY0402.The geoid height was determined by GEOID03.
 AY0402
 AY0402.The dynamic height is computed by dividing the NAVD 88
 AY0402.geopotential number by the normal gravity value computed on the
 AY0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0402.degrees latitude (g = 980.6199 gals.).
 AY0402
 AY0402.The modeled gravity was interpolated from observed gravity values.
 AY0402
 AY0402;                    North         East    Units  Estimated Accuracy
 AY0402;SPC TXSC     - 4,172,180.      657,830.      MT  (+/- 180 meters Scaled)
 AY0402
 AY0402                          SUPERSEDED SURVEY CONTROL
 AY0402
 AY0402  NGVD 29 (??/??/92)  190.343  (m)          624.48   (f) ADJ UNCH    1 2
 AY0402
 AY0402.Superseded values are not recommended for survey control.
 AY0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0402.See file dsdata.txt to determine how the superseded data were derived.
 AY0402
 AY0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT578508(NAD 83)
 AY0402_MARKER: DB = BENCH MARK DISK
 AY0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0402_STAMPING: K 499 1953
 AY0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0402+STABILITY: SURFACE MOTION
 AY0402
 AY0402  HISTORY     - Date     Condition        Report By
 AY0402  HISTORY     - 1953     MONUMENTED       CGS
 AY0402  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0402
 AY0402                          STATION DESCRIPTION
 AY0402
 AY0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0402'IN SAN ANTONIO.
 AY0402'AT SAN ANTONIO, 0.8 MILE SOUTH ALONG LOOP 13 FROM ITS INTERSECTION
 AY0402'WITH U.S. HIGHWAY 87 (NIXON ROAD), 48 FEET EAST OF THE CENTER LINE OF
 AY0402'LOOP 13, 28 FEET SOUTH OF THE EXTENDED CENTER LINE OF MARY HELEN ROAD,
 AY0402'210 FEET SOUTH OF THE CENTER LINE OF SINCLAIR ROAD, 7 FEET SOUTH OF A
 AY0402'POWER POLE, 2 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 AY0402'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AY0402'GROUND.
 AY0402
 AY0402                          STATION RECOVERY (1995)
 AY0402
 AY0402'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0200 ***********************************************************************
 CB0200  DESIGNATION -  K 5
 CB0200  PID         -  CB0200
 CB0200  STATE/COUNTY-  TX/TOM GREEN
 CB0200  USGS QUAD   -  MOUNT NEBO (1978)
 CB0200
 CB0200                         *CURRENT SURVEY CONTROL
 CB0200  ___________________________________________________________________
 CB0200* NAD 83(1986)-  31 31 04.     (N)    100 30 40.     (W)     SCALED    
 CB0200* NAVD 88     -       585.057  (meters)    1919.47   (feet)  ADJUSTED  
 CB0200  ___________________________________________________________________
 CB0200  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0200  DYNAMIC HT  -         584.262 (meters)    1916.87  (feet)  COMP
 CB0200  MODELED GRAV-     979,262.3   (mgal)                       NAVD 88
 CB0200
 CB0200  VERT ORDER  -  FIRST     CLASS II
 CB0200
 CB0200.The horizontal coordinates were scaled from a topographic map and have
 CB0200.an estimated accuracy of +/- 6 seconds.
 CB0200
 CB0200.The orthometric height was determined by differential leveling
 CB0200.and adjusted by the National Geodetic Survey in June 1991..
 CB0200
 CB0200.The geoid height was determined by GEOID03.
 CB0200
 CB0200.The dynamic height is computed by dividing the NAVD 88
 CB0200.geopotential number by the normal gravity value computed on the
 CB0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0200.degrees latitude (g = 980.6199 gals.).
 CB0200
 CB0200.The modeled gravity was interpolated from observed gravity values.
 CB0200
 CB0200;                    North         East    Units  Estimated Accuracy
 CB0200;SPC TX C     - 3,205,220.      683,120.      MT  (+/- 180 meters Scaled)
 CB0200
 CB0200                          SUPERSEDED SURVEY CONTROL
 CB0200
 CB0200  NGVD 29 (??/??/92)  584.895  (m)         1918.94   (f) ADJ UNCH    1 2
 CB0200
 CB0200.Superseded values are not recommended for survey control.
 CB0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0200.See file dsdata.txt to determine how the superseded data were derived.
 CB0200
 CB0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV565879(NAD 83)
 CB0200_MARKER: DD = SURVEY DISK
 CB0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0200_SP_SET: MONUMENT
 CB0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0200
 CB0200  HISTORY     - Date     Condition        Report By
 CB0200  HISTORY     - UNK      MONUMENTED       USGS
 CB0200  HISTORY     - 1933     GOOD             NGS
 CB0200  HISTORY     - 1939     GOOD             NGS
 CB0200
 CB0200                          STATION DESCRIPTION
 CB0200
 CB0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0200'6.5 MI NW FROM SAN ANGELO.
 CB0200'ABOUT 1200 FEET NORTHWEST OF MILE POST 78, IN NORTH CORNER OF
 CB0200'SCHOOLHOUSE PROPERTY.
 CB0200
 CB0200                          STATION RECOVERY (1939)
 CB0200
 CB0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 CB0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0135 ***********************************************************************
 AB0135  DESIGNATION -  K 5
 AB0135  PID         -  AB0135
 AB0135  STATE/COUNTY-  TX/CAMERON
 AB0135  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0135
 AB0135                         *CURRENT SURVEY CONTROL
 AB0135  ___________________________________________________________________
 AB0135* NAD 83(1986)-  25 56 03.     (N)    097 29 18.     (W)     SCALED    
 AB0135* NAVD 88     -         9.349  (meters)      30.67   (feet)  POSTED    
 AB0135  ___________________________________________________________________
 AB0135  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AB0135  DYNAMIC HT  -           9.330 (meters)      30.61  (feet)  COMP
 AB0135  MODELED GRAV-     979,028.5   (mgal)                       NAVD 88
 AB0135
 AB0135  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AB0135
 AB0135.The horizontal coordinates were scaled from a topographic map and have
 AB0135.an estimated accuracy of +/- 6 seconds.
 AB0135
 AB0135.The orthometric height was determined by differential leveling
 AB0135.and adjusted by the National Geodetic Survey in 1992..
 AB0135.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AB0135.rate of 2.1 thru 3.0 mm/km.
 AB0135
 AB0135.The geoid height was determined by GEOID03.
 AB0135
 AB0135.The dynamic height is computed by dividing the NAVD 88
 AB0135.geopotential number by the normal gravity value computed on the
 AB0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0135.degrees latitude (g = 980.6199 gals.).
 AB0135
 AB0135.The modeled gravity was interpolated from observed gravity values.
 AB0135
 AB0135;                    North         East    Units  Estimated Accuracy
 AB0135;SPC TX S     - 5,030,050.      401,350.      MT  (+/- 180 meters Scaled)
 AB0135
 AB0135                          SUPERSEDED SURVEY CONTROL
 AB0135
 AB0135  NGVD 29 (??/??/92)    9.436  (m)           30.96   (f) ADJ UNCH    2 0
 AB0135
 AB0135.Superseded values are not recommended for survey control.
 AB0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0135.See file dsdata.txt to determine how the superseded data were derived.
 AB0135
 AB0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP513692(NAD 83)
 AB0135_MARKER: DD = SURVEY DISK
 AB0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0135_SP_SET: CULVERT
 AB0135_STAMPING: K 5 30.73
 AB0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0135
 AB0135  HISTORY     - Date     Condition        Report By
 AB0135  HISTORY     - UNK      MONUMENTED
 AB0135  HISTORY     - 1950     GOOD             NGS
 AB0135  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0135  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0135
 AB0135                          STATION DESCRIPTION
 AB0135
 AB0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0135'1.4 MI N FROM BROWNSVILLE.
 AB0135'1.4 MILES NORTH ALONG PAREDES LINE ROAD (LOS FRESNOS ROAD) FROM THE
 AB0135'INTERSECTION OF STATE HIGHWAY 48 (BOCA CHICA BOULEVARD) AT
 AB0135'BROWNSVILLE, CAMERON COUNTY, 0.2 MILE SOUTH OF A HISTORICAL MARKER, 20
 AB0135'FEET WEST OF AND 2 FEET LOWER THAN THE CENTERLINE OF THE ROAD, AT A
 AB0135'CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE WEST HEADWALL. A
 AB0135'CAMERON COUNTY STANDARD DISK, STAMPED K 5 30.73.
 AB0135
 AB0135                          STATION RECOVERY (1987)
 AB0135
 AB0135'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0135'MARK NOT FOUND.
 AB0135
 AB0135                          STATION RECOVERY (1990)
 AB0135
 AB0135'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWS)
 AB0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0917 ***********************************************************************
 BZ0917  DESIGNATION -  K 50
 BZ0917  PID         -  BZ0917
 BZ0917  STATE/COUNTY-  TX/BELL
 BZ0917  USGS QUAD   -  NOLANVILLE (1995)
 BZ0917
 BZ0917                         *CURRENT SURVEY CONTROL
 BZ0917  ___________________________________________________________________
 BZ0917* NAD 83(1986)-  31 04 35.     (N)    097 36 16.     (W)     SCALED    
 BZ0917* NAVD 88     -       212.388  (meters)     696.81   (feet)  ADJUSTED  
 BZ0917  ___________________________________________________________________
 BZ0917  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ0917  DYNAMIC HT  -         212.105 (meters)     695.88  (feet)  COMP
 BZ0917  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 BZ0917
 BZ0917  VERT ORDER  -  FIRST     CLASS II
 BZ0917
 BZ0917.The horizontal coordinates were scaled from a topographic map and have
 BZ0917.an estimated accuracy of +/- 6 seconds.
 BZ0917
 BZ0917.The orthometric height was determined by differential leveling
 BZ0917.and adjusted by the National Geodetic Survey in June 1991..
 BZ0917
 BZ0917.The geoid height was determined by GEOID03.
 BZ0917
 BZ0917.The dynamic height is computed by dividing the NAVD 88
 BZ0917.geopotential number by the normal gravity value computed on the
 BZ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0917.degrees latitude (g = 980.6199 gals.).
 BZ0917
 BZ0917.The modeled gravity was interpolated from observed gravity values.
 BZ0917
 BZ0917;                    North         East    Units  Estimated Accuracy
 BZ0917;SPC TX C     - 3,159,470.      960,360.      MT  (+/- 180 meters Scaled)
 BZ0917
 BZ0917                          SUPERSEDED SURVEY CONTROL
 BZ0917
 BZ0917  NGVD 29 (??/??/92)  212.319  (m)          696.58   (f) ADJ UNCH    1 2
 BZ0917
 BZ0917.Superseded values are not recommended for survey control.
 BZ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0917.See file dsdata.txt to determine how the superseded data were derived.
 BZ0917
 BZ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV331389(NAD 83)
 BZ0917_MARKER: DB = BENCH MARK DISK
 BZ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0917_STAMPING: K 50 1953
 BZ0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0917+STABILITY: SURFACE MOTION
 BZ0917
 BZ0917  HISTORY     - Date     Condition        Report By
 BZ0917  HISTORY     - 1953     MONUMENTED       CGS
 BZ0917  HISTORY     - 1957     GOOD             DOD
 BZ0917  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0917
 BZ0917                          STATION DESCRIPTION
 BZ0917
 BZ0917'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0917'IN NOLANVILLE.
 BZ0917'AT NOLANVILLE, BELL COUNTY, ON THE GULF, COLORADO AND SANTA FE
 BZ0917'RAILWAY, 10 RAILS EAST OF THE STATION, 118 FEET EAST OF THE NORTHEAST
 BZ0917'CORNER OF A LOADING PLATFORM, 89 FEET NORTH OF THE CENTERLINE OF U. S.
 BZ0917'HIGHWAY 190, 59.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 11
 BZ0917'FEET WEST OF A POLE, IN LINE WITH THE ROW OF POLES, AND 3 FEET EAST OF
 BZ0917'A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 BZ0917'PROJECTING 0.7 FOOT ABOVE GROUND.
 BZ0917
 BZ0917                          STATION RECOVERY (1983)
 BZ0917
 BZ0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0917'THE CONCRETE POST WAS FOUND BROKEN OFF BUT THE DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0953 ***********************************************************************
 BY0953  DESIGNATION -  K 500
 BY0953  PID         -  BY0953
 BY0953  STATE/COUNTY-  TX/POLK
 BY0953  USGS QUAD   -  WAKEFIELD (1980)
 BY0953
 BY0953                         *CURRENT SURVEY CONTROL
 BY0953  ___________________________________________________________________
 BY0953* NAD 83(1986)-  31 05 36.     (N)    094 46 25.     (W)     SCALED    
 BY0953* NAVD 88     -        61.36   (+/-2cm)     201.3    (feet)  VERTCON   
 BY0953  ___________________________________________________________________
 BY0953  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BY0953
 BY0953  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0953
 BY0953.The horizontal coordinates were scaled from a topographic map and have
 BY0953.an estimated accuracy of +/- 6 seconds.
 BY0953
 BY0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0953.The vertical order pertains to the NGVD 29 superseded value.
 BY0953
 BY0953.The geoid height was determined by GEOID03.
 BY0953
 BY0953;                    North         East    Units  Estimated Accuracy
 BY0953;SPC TX C     - 3,171,410.    1,230,180.      MT  (+/- 180 meters Scaled)
 BY0953
 BY0953                          SUPERSEDED SURVEY CONTROL
 BY0953
 BY0953  NGVD 29 (??/??/92)   61.392  (m)          201.42   (f) ADJ UNCH    2 0
 BY0953
 BY0953.Superseded values are not recommended for survey control.
 BY0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0953.See file dsdata.txt to determine how the superseded data were derived.
 BY0953
 BY0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ308412(NAD 83)
 BY0953_MARKER: DB = BENCH MARK DISK
 BY0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0953_STAMPING: K 500 1949
 BY0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0953+STABILITY: SURFACE MOTION
 BY0953
 BY0953  HISTORY     - Date     Condition        Report By
 BY0953  HISTORY     - 1949     MONUMENTED       CGS
 BY0953  HISTORY     - 1963     GOOD             USGS
 BY0953
 BY0953                          STATION DESCRIPTION
 BY0953
 BY0953'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BY0953'0.5 MI SE FROM WAKEFIELD.
 BY0953'CORRIGAN, 7.3 MILES NORTH ALONG U.S. HIGHWAY 59, 2.6 MILES EAST ALONG
 BY0953'FARM ROAD 1987, 60 FEET NORTH OF ROAD, 24.4 FEET WEST OF GATE TO
 BY0953'HOUSE, 26.2 FEET SOUTHWEST OF SOUTHWEST CORNER OF OLD FARMHOUSE, 2.0
 BY0953'FEET SOUTHEAST OF T-FENCE NORTH, SET IN THE TOP OF A CONCRETE POST
 BY0953'PROJECTING, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0706 ***********************************************************************
 BL0706  DESIGNATION -  K 501
 BL0706  PID         -  BL0706
 BL0706  STATE/COUNTY-  TX/POLK
 BL0706  USGS QUAD   -  CORRIGAN (1984)
 BL0706
 BL0706                         *CURRENT SURVEY CONTROL
 BL0706  ___________________________________________________________________
 BL0706* NAD 83(1986)-  30 54 12.     (N)    094 48 11.     (W)     SCALED    
 BL0706* NAVD 88     -       112.02   (+/-2cm)     367.5    (feet)  VERTCON   
 BL0706  ___________________________________________________________________
 BL0706  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0706
 BL0706  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0706
 BL0706.The horizontal coordinates were scaled from a topographic map and have
 BL0706.an estimated accuracy of +/- 6 seconds.
 BL0706
 BL0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0706.The vertical order pertains to the NGVD 29 superseded value.
 BL0706
 BL0706.The geoid height was determined by GEOID03.
 BL0706
 BL0706;                    North         East    Units  Estimated Accuracy
 BL0706;SPC TX C     - 3,150,230.    1,228,420.      MT  (+/- 180 meters Scaled)
 BL0706
 BL0706                          SUPERSEDED SURVEY CONTROL
 BL0706
 BL0706  NGVD 29 (??/??/92)  112.023  (m)          367.53   (f) ADJ UNCH    2 0
 BL0706
 BL0706.Superseded values are not recommended for survey control.
 BL0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0706.See file dsdata.txt to determine how the superseded data were derived.
 BL0706
 BL0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ276202(NAD 83)
 BL0706_MARKER: DB = BENCH MARK DISK
 BL0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0706_STAMPING: K 501 1949
 BL0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0706+STABILITY: SURFACE MOTION
 BL0706
 BL0706  HISTORY     - Date     Condition        Report By
 BL0706  HISTORY     - 1949     MONUMENTED       CGS
 BL0706  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0706
 BL0706                          STATION DESCRIPTION
 BL0706
 BL0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0706'1.5 MI E FROM MOSCOW.
 BL0706'1.5 MILES EAST ALONG FARM ROAD NO. 62 FROM THE JUNCTION OF NO. 62 AND
 BL0706'U. S. HIGHWAY NO. 59 AT MOSCOW, AT A POINT WHERE A POWER LINE CROSSES
 BL0706'OVER THE ROAD, 47.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24.3
 BL0706'FEET SOUTH OF THE FIRST POLE SOUTH OF THE ROAD AND WHERE THE POWER
 BL0706'LINE CUTS THROUGH THE WOODS TO THE SOUTHEAST, 5.6 FEET EAST OF A
 BL0706'24-INCH PINE TREE, ABOUT LEVEL WITH THE ROAD, 1.5 FEET NORTHWEST OF A
 BL0706'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0706'ABOVE THE GROUND.
 BL0706
 BL0706                          STATION RECOVERY (1997)
 BL0706
 BL0706'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0687 ***********************************************************************
 BL0687  DESIGNATION -  K 503
 BL0687  PID         -  BL0687
 BL0687  STATE/COUNTY-  TX/TYLER
 BL0687  USGS QUAD   -  CHESTER (1984)
 BL0687
 BL0687                         *CURRENT SURVEY CONTROL
 BL0687  ___________________________________________________________________
 BL0687* NAD 83(1986)-  30 57 31.     (N)    094 34 00.     (W)     SCALED    
 BL0687* NAVD 88     -        57.92   (+/-2cm)     190.0    (feet)  VERTCON   
 BL0687  ___________________________________________________________________
 BL0687  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL0687
 BL0687  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0687
 BL0687.The horizontal coordinates were scaled from a topographic map and have
 BL0687.an estimated accuracy of +/- 6 seconds.
 BL0687
 BL0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0687.The vertical order pertains to the NGVD 29 superseded value.
 BL0687
 BL0687.The geoid height was determined by GEOID03.
 BL0687
 BL0687;                    North         East    Units  Estimated Accuracy
 BL0687;SPC TX C     - 3,157,500.    1,250,670.      MT  (+/- 180 meters Scaled)
 BL0687
 BL0687                          SUPERSEDED SURVEY CONTROL
 BL0687
 BL0687  NGVD 29 (??/??/92)   57.932  (m)          190.07   (f) ADJ UNCH    2 0
 BL0687
 BL0687.Superseded values are not recommended for survey control.
 BL0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0687.See file dsdata.txt to determine how the superseded data were derived.
 BL0687
 BL0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ503260(NAD 83)
 BL0687_MARKER: DB = BENCH MARK DISK
 BL0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0687_STAMPING: K 503 1949
 BL0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0687+STABILITY: SURFACE MOTION
 BL0687
 BL0687  HISTORY     - Date     Condition        Report By
 BL0687  HISTORY     - 1949     MONUMENTED       CGS
 BL0687
 BL0687                          STATION DESCRIPTION
 BL0687
 BL0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0687'3.0 MI NE FROM CHESTER.
 BL0687'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BL0687'THENCE 1.0 MILE EAST ALONG A DIRT ROAD, 0.7 MILE SOUTHWEST OF THE ENON
 BL0687'SCHOOL AND BAPTIST CHURCH, AT A T-JUNCTION OF DIRT ROADS, 106.0 FEET
 BL0687'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 18.0 FEET SOUTHWEST OF
 BL0687'THE CENTER LINE OF A DIRT ROAD LEADING SOUTHEAST INTO THE WOODS, 5.5
 BL0687'FEET WEST OF A 6-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTHWEST
 BL0687'SIDE OF THE TREE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP
 BL0687'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0151 ***********************************************************************
 BL0151  DESIGNATION -  K 504
 BL0151  PID         -  BL0151
 BL0151  STATE/COUNTY-  TX/TYLER
 BL0151  USGS QUAD   -  BOGGY LAKE (1984)
 BL0151
 BL0151                         *CURRENT SURVEY CONTROL
 BL0151  ___________________________________________________________________
 BL0151* NAD 83(1986)-  30 58 58.     (N)    094 16 30.     (W)     SCALED    
 BL0151* NAVD 88     -        47.34   (+/-2cm)     155.3    (feet)  VERTCON   
 BL0151  ___________________________________________________________________
 BL0151  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BL0151
 BL0151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0151
 BL0151.The horizontal coordinates were scaled from a topographic map and have
 BL0151.an estimated accuracy of +/- 6 seconds.
 BL0151
 BL0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0151.The vertical order pertains to the NGVD 29 superseded value.
 BL0151
 BL0151.The geoid height was determined by GEOID03.
 BL0151
 BL0151;                    North         East    Units  Estimated Accuracy
 BL0151;SPC TX C     - 3,161,650.    1,278,350.      MT  (+/- 180 meters Scaled)
 BL0151
 BL0151                          SUPERSEDED SURVEY CONTROL
 BL0151
 BL0151  NGVD 29 (??/??/92)   47.343  (m)          155.32   (f) ADJ UNCH    2 0
 BL0151
 BL0151.Superseded values are not recommended for survey control.
 BL0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0151.See file dsdata.txt to determine how the superseded data were derived.
 BL0151
 BL0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ782283(NAD 83)
 BL0151_MARKER: DB = BENCH MARK DISK
 BL0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0151_STAMPING: K 504 1949
 BL0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0151+STABILITY: SURFACE MOTION
 BL0151
 BL0151  HISTORY     - Date     Condition        Report By
 BL0151  HISTORY     - 1949     MONUMENTED       CGS
 BL0151
 BL0151                          STATION DESCRIPTION
 BL0151
 BL0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0151'7.5 MI SE FROM ROCKLAND.
 BL0151'1.4 MILES NORTHEAST ALONG A WINDING DIRT ROAD FROM THE TEXAS AND NEW
 BL0151'ORLEANS RAILROAD STATION AT ROCKLAND, THENCE 1.6 MILES EAST ALONG A
 BL0151'DIRT ROAD, THENCE 4.5 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE TOP OF
 BL0151'A HILL WHICH SLOPES TO THE SOUTHEAST, 28.0 FEET SOUTHWEST OF THE
 BL0151'CENTER LINE OF THE ROAD, 20.3 FEET SOUTH OF A 14 INCH TRIANGULAR
 BL0151'BLAZED PINE TREE, 10.3 FEET WEST OF A 10 INCH TRIANGULAR BLAZED PINE
 BL0151'TREE, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL0151'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0632 ***********************************************************************
 BL0632  DESIGNATION -  K 505
 BL0632  PID         -  BL0632
 BL0632  STATE/COUNTY-  TX/TYLER
 BL0632  USGS QUAD   -  CHESTER (1984)
 BL0632
 BL0632                         *CURRENT SURVEY CONTROL
 BL0632  ___________________________________________________________________
 BL0632* NAD 83(1986)-  30 59 05.     (N)    094 35 25.     (W)     SCALED    
 BL0632* NAVD 88     -        83.48   (+/-2cm)     273.9    (feet)  VERTCON   
 BL0632  ___________________________________________________________________
 BL0632  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL0632
 BL0632  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0632
 BL0632.The horizontal coordinates were scaled from a topographic map and have
 BL0632.an estimated accuracy of +/- 6 seconds.
 BL0632
 BL0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0632.The vertical order pertains to the NGVD 29 superseded value.
 BL0632
 BL0632.The geoid height was determined by GEOID03.
 BL0632
 BL0632;                    North         East    Units  Estimated Accuracy
 BL0632;SPC TX C     - 3,160,270.    1,248,270.      MT  (+/- 180 meters Scaled)
 BL0632
 BL0632                          SUPERSEDED SURVEY CONTROL
 BL0632
 BL0632  NGVD 29 (??/??/92)   83.499  (m)          273.95   (f) ADJ UNCH    2 0
 BL0632
 BL0632.Superseded values are not recommended for survey control.
 BL0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0632.See file dsdata.txt to determine how the superseded data were derived.
 BL0632
 BL0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ481289(NAD 83)
 BL0632_MARKER: DB = BENCH MARK DISK
 BL0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0632_STAMPING: K 505 1949
 BL0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0632+STABILITY: SURFACE MOTION
 BL0632
 BL0632  HISTORY     - Date     Condition        Report By
 BL0632  HISTORY     - 1949     MONUMENTED       CGS
 BL0632
 BL0632                          STATION DESCRIPTION
 BL0632
 BL0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0632'5.25 MI NW FROM CHESTER.
 BL0632'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BL0632'THENCE 2.15 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.1 MILES
 BL0632'NORTHEAST ALONG A DIRT ROAD, AT THE SUMMIT OF A HILL SLOPING DOWN TO
 BL0632'THE EAST, 45.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 35.5 FEET
 BL0632'SOUTH OF AN 8-INCH OAK WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE OF
 BL0632'THE TREE, 17.3 FEET SOUTHWEST OF A 10-INCH OAK WITH A TRIANGULAR BLAZE
 BL0632'ON THE SOUTH SIDE OF THE TREE, 7.0 FEET EAST OF A 6-INCH PINE WITH A
 BL0632'TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE TREE, 1.1 FEET WEST OF A
 BL0632'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0632'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0672 ***********************************************************************
 BL0672  DESIGNATION -  K 506 RESET 1957
 BL0672  PID         -  BL0672
 BL0672  STATE/COUNTY-  TX/TYLER
 BL0672  USGS QUAD   -  CHESTER (1984)
 BL0672
 BL0672                         *CURRENT SURVEY CONTROL
 BL0672  ___________________________________________________________________
 BL0672* NAD 83(1986)-  30 53 14.     (N)    094 33 52.     (W)     SCALED    
 BL0672* NAVD 88     -        85.22   (+/-2cm)     279.6    (feet)  VERTCON   
 BL0672  ___________________________________________________________________
 BL0672  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL0672
 BL0672  VERT ORDER  -  THIRD (See Below)
 BL0672
 BL0672.The horizontal coordinates were scaled from a topographic map and have
 BL0672.an estimated accuracy of +/- 6 seconds.
 BL0672
 BL0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0672.The vertical order pertains to the NGVD 29 superseded value.
 BL0672
 BL0672.The geoid height was determined by GEOID03.
 BL0672
 BL0672;                    North         East    Units  Estimated Accuracy
 BL0672;SPC TX C     - 3,149,600.    1,251,290.      MT  (+/- 180 meters Scaled)
 BL0672
 BL0672                          SUPERSEDED SURVEY CONTROL
 BL0672
 BL0672  NGVD 29 (??/??/??)   85.22   (m)          279.6    (f) RESET       3  
 BL0672
 BL0672.Superseded values are not recommended for survey control.
 BL0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0672.See file dsdata.txt to determine how the superseded data were derived.
 BL0672
 BL0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ504181(NAD 83)
 BL0672_MARKER: DB = BENCH MARK DISK
 BL0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0672_STAMPING: K 506 RESET 1957
 BL0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0672+STABILITY: SURFACE MOTION
 BL0672
 BL0672  HISTORY     - Date     Condition        Report By
 BL0672  HISTORY     - 1957     MONUMENTED       CGS
 BL0672  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL0672
 BL0672                          STATION DESCRIPTION
 BL0672
 BL0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BL0672'3.3 MI SE FROM CHESTER.
 BL0672'ABOUT 3.3 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 287 FROM THE POST
 BL0672'OFFICE AT CHESTER, IN FRONT OF A SMALL WHITE HOUSE, ABOUT 35 FEET WEST
 BL0672'OF THE ENTRANCE DRIVE, 1 FOOT NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 BL0672'LINE OF THE HIGHWAY.  A STANDARD DISK STAMPED K 506 RESET 1957 IN A
 BL0672'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 BL0672
 BL0672                          STATION RECOVERY (1990)
 BL0672
 BL0672'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BL0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0598 ***********************************************************************
 BL0598  DESIGNATION -  K 507
 BL0598  PID         -  BL0598
 BL0598  STATE/COUNTY-  TX/POLK
 BL0598  USGS QUAD   -  HORTENSE (1984)
 BL0598
 BL0598                         *CURRENT SURVEY CONTROL
 BL0598  ___________________________________________________________________
 BL0598* NAD 83(1986)-  30 49 00.     (N)    094 39 32.     (W)     SCALED    
 BL0598* NAVD 88     -       133.97   (+/-2cm)     439.5    (feet)  VERTCON   
 BL0598  ___________________________________________________________________
 BL0598  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0598
 BL0598  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0598
 BL0598.The horizontal coordinates were scaled from a topographic map and have
 BL0598.an estimated accuracy of +/- 6 seconds.
 BL0598
 BL0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0598.The vertical order pertains to the NGVD 29 superseded value.
 BL0598
 BL0598.The geoid height was determined by GEOID03.
 BL0598
 BL0598;                    North         East    Units  Estimated Accuracy
 BL0598;SPC TX C     - 3,141,330.    1,242,670.      MT  (+/- 180 meters Scaled)
 BL0598
 BL0598                          SUPERSEDED SURVEY CONTROL
 BL0598
 BL0598  NGVD 29 (??/??/92)  133.970  (m)          439.53   (f) ADJ UNCH    2 0
 BL0598
 BL0598.Superseded values are not recommended for survey control.
 BL0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0598.See file dsdata.txt to determine how the superseded data were derived.
 BL0598
 BL0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ413104(NAD 83)
 BL0598_MARKER: DB = BENCH MARK DISK
 BL0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0598_STAMPING: K 507 1949
 BL0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0598+STABILITY: SURFACE MOTION
 BL0598
 BL0598  HISTORY     - Date     Condition        Report By
 BL0598  HISTORY     - 1949     MONUMENTED       CGS
 BL0598
 BL0598                          STATION DESCRIPTION
 BL0598
 BL0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0598'13.05 MI SW FROM CHESTER.
 BL0598'1.3 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE POST OFFICE
 BL0598'AT CHESTER, THENCE 8.25 MILES SOUTHWEST ALONG A DIRT ROAD, THENCE 0.9
 BL0598'MILE EAST ALONG A DIRT ROAD, THENCE 2.6 MILES SOUTH ALONG A WOODS
 BL0598'ROAD, AT THE SUMMIT OF A HILL, ON THE EAST SLOPE OF HILL FROM THE
 BL0598'ROAD, 42.0 FEET SOUTHEAST OF A 24-INCH PINE WITH A TRIANGULAR BLAZE ON
 BL0598'THE EAST SIDE OF THE TREE, 15.0 FEET EAST OF THE CENTER LINE OF THE
 BL0598'ROAD, 8.0 FEET NORTHEAST OF A 14-INCH PINE WITH A TRIANGULAR BLAZE ON
 BL0598'THE WEST SIDE OF THE TREE, 22.2 FEET SOUTH OF A 14-INCH PINE WITH A
 BL0598'TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 1.5 FEET NORTHWEST OF A
 BL0598'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0598'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0337 ***********************************************************************
 BY0337  DESIGNATION -  K 508
 BY0337  PID         -  BY0337
 BY0337  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0337  USGS QUAD   -  BROADDUS (1984)
 BY0337
 BY0337                         *CURRENT SURVEY CONTROL
 BY0337  ___________________________________________________________________
 BY0337* NAD 83(1986)-  31 21 46.     (N)    094 17 09.     (W)     SCALED    
 BY0337* NAVD 88     -        88.17   (+/-2cm)     289.3    (feet)  VERTCON   
 BY0337  ___________________________________________________________________
 BY0337  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BY0337
 BY0337  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0337
 BY0337.The horizontal coordinates were scaled from a topographic map and have
 BY0337.an estimated accuracy of +/- 6 seconds.
 BY0337
 BY0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0337.The vertical order pertains to the NGVD 29 superseded value.
 BY0337
 BY0337.The geoid height was determined by GEOID03.
 BY0337
 BY0337;                    North         East    Units  Estimated Accuracy
 BY0337;SPC TX C     - 3,203,660.    1,275,020.      MT  (+/- 180 meters Scaled)
 BY0337
 BY0337                          SUPERSEDED SURVEY CONTROL
 BY0337
 BY0337  NGVD 29 (??/??/92)   88.199  (m)          289.37   (f) ADJ UNCH    2 0
 BY0337
 BY0337.Superseded values are not recommended for survey control.
 BY0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0337.See file dsdata.txt to determine how the superseded data were derived.
 BY0337
 BY0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ777705(NAD 83)
 BY0337_MARKER: DB = BENCH MARK DISK
 BY0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0337_STAMPING: K 508 1949
 BY0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0337+STABILITY: SURFACE MOTION
 BY0337
 BY0337  HISTORY     - Date     Condition        Report By
 BY0337  HISTORY     - 1949     MONUMENTED       CGS
 BY0337
 BY0337                          STATION DESCRIPTION
 BY0337
 BY0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0337'4.60 MI N FROM BROADDUS.
 BY0337'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0337'BROADDUS, THENCE 4.15 MILES NORTH ALONG A GRADED DIRT ROAD, 74.0 FEET
 BY0337'EAST OF THE CENTER LINE OF THE ROAD, 21.0 FEET NORTH OF THE CENTER
 BY0337'LINE OF A WOODS ROAD LEADING EAST, 17.6 FEET WEST OF A 16-INCH PINE
 BY0337'WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF THE TREE, 1.5 FEET SOUTH
 BY0337'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0337'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0514 ***********************************************************************
 BY0514  DESIGNATION -  K 509
 BY0514  PID         -  BY0514
 BY0514  STATE/COUNTY-  TX/NACOGDOCHES
 BY0514  USGS QUAD   -  ETOILE SOUTH (1984)
 BY0514
 BY0514                         *CURRENT SURVEY CONTROL
 BY0514  ___________________________________________________________________
 BY0514* NAD 83(1986)-  31 18 11.     (N)    094 22 47.     (W)     SCALED    
 BY0514* NAVD 88     -        43.76   (+/-2cm)     143.6    (feet)  VERTCON   
 BY0514  ___________________________________________________________________
 BY0514  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BY0514
 BY0514  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0514
 BY0514.The horizontal coordinates were scaled from a topographic map and have
 BY0514.an estimated accuracy of +/- 6 seconds.
 BY0514
 BY0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0514.The vertical order pertains to the NGVD 29 superseded value.
 BY0514
 BY0514.The geoid height was determined by GEOID03.
 BY0514
 BY0514;                    North         East    Units  Estimated Accuracy
 BY0514;SPC TX C     - 3,196,570.    1,266,460.      MT  (+/- 180 meters Scaled)
 BY0514
 BY0514                          SUPERSEDED SURVEY CONTROL
 BY0514
 BY0514  NGVD 29 (??/??/92)   43.790  (m)          143.67   (f) ADJ UNCH    2 0
 BY0514
 BY0514.Superseded values are not recommended for survey control.
 BY0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0514.See file dsdata.txt to determine how the superseded data were derived.
 BY0514
 BY0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ686640(NAD 83)
 BY0514_MARKER: DB = BENCH MARK DISK
 BY0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0514_STAMPING: K 509 1949
 BY0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0514+STABILITY: SURFACE MOTION
 BY0514
 BY0514  HISTORY     - Date     Condition        Report By
 BY0514  HISTORY     - 1949     MONUMENTED       CGS
 BY0514
 BY0514                          STATION DESCRIPTION
 BY0514
 BY0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0514'7.55 MI SW FROM ETOILE.
 BY0514'6.55 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0514'ETOILE, THENCE 1.0 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, 0.8 MILE
 BY0514'NORTHEAST OF THE ANGELINA RIVER BRIDGE, 165.0 FEET WEST OF THE
 BY0514'NORTHWEST END OF A SMALL WOODEN BRIDGE, 71.0 FEET NORTHWEST OF THE
 BY0514'CENTER LINE OF THE ROAD, 40.0 FEET WEST OF A 10-INCH HOLLY WITH A
 BY0514'TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 1.7 FEET SOUTHWEST
 BY0514'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BY0514'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0184 ***********************************************************************
 AM0184  DESIGNATION -  K 51
 AM0184  PID         -  AM0184
 AM0184  STATE/COUNTY-  TX/MATAGORDA
 AM0184  USGS QUAD   -  BAY CITY (1972)
 AM0184
 AM0184                         *CURRENT SURVEY CONTROL
 AM0184  ___________________________________________________________________
 AM0184* NAD 83(1986)-  28 58 58.     (N)    095 58 12.     (W)     SCALED    
 AM0184* NAVD 88     -        16.77   (+/-2cm)      55.0    (feet)  VERTCON   
 AM0184  ___________________________________________________________________
 AM0184  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AM0184
 AM0184  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0184
 AM0184.The horizontal coordinates were scaled from a topographic map and have
 AM0184.an estimated accuracy of +/- 6 seconds.
 AM0184
 AM0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0184.The vertical order pertains to the NGVD 29 superseded value.
 AM0184
 AM0184.The geoid height was determined by GEOID03.
 AM0184
 AM0184;                    North         East    Units  Estimated Accuracy
 AM0184;SPC TXSC     - 4,131,210.      895,220.      MT  (+/- 180 meters Scaled)
 AM0184
 AM0184                          SUPERSEDED SURVEY CONTROL
 AM0184
 AM0184  NGVD 29 (??/??/92)   16.803  (m)           55.13   (f) ADJ UNCH    1 1
 AM0184
 AM0184.Superseded values are not recommended for survey control.
 AM0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0184.See file dsdata.txt to determine how the superseded data were derived.
 AM0184
 AM0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN106097(NAD 83)
 AM0184_MARKER: DB = BENCH MARK DISK
 AM0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0184_SP_SET: BALUSTRADE
 AM0184_STAMPING: K 51 1918 ELEV. 55.961 FT.
 AM0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0184+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AM0184
 AM0184  HISTORY     - Date     Condition        Report By
 AM0184  HISTORY     - 1918     MONUMENTED       CGS
 AM0184  HISTORY     - 1972     GOOD             NGS
 AM0184  HISTORY     - 19910630 GOOD             USPSQD
 AM0184  HISTORY     - 19961116 GOOD             USPSQD
 AM0184  HISTORY     - 20020219 GOOD             NGS
 AM0184  HISTORY     - 20041118 GOOD             USPSQD
 AM0184  HISTORY     - 20060312 GOOD             USPSQD
 AM0184
 AM0184                          STATION DESCRIPTION
 AM0184
 AM0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0184'IN BAY CITY.
 AM0184'AT BAY CITY, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF AVENUE F
 AM0184'(STATE HIGHWAY 60) AND SEVENTH STREET (STATE HIGHWAY 35), AT THE POST
 AM0184'OFFICE 2100 F STREET, IN THE TOP OF THE SOUTH CONCRETE BALUSTRADE OF
 AM0184'THE EAST MAIN ENTRANCE TO THE POST OFFICE BUILDING, 9 1/2 FEET SOUTH
 AM0184'OF THE CENTER OF THE ENTRANCE, 1.2 FEET EAST OF THE EAST FACE OF THE
 AM0184'BUILDING, 1.0 FOOT NORTH OF THE SOUTH EDGE OF THE BALUSTRADE, 10.6
 AM0184'FEET WEST OF THE EAST END OF THE BALUSTRADE, 31.0 FEET WEST OF THE
 AM0184'WEST CURB OF THE AVENUE, 64.0 FEET SOUTH OF THE SOUTH CURB OF THE
 AM0184'STREET, ABOUT 3 FEET HIGHER THAN THE AVENUE AND LEVEL WITH THE PORCH.
 AM0184
 AM0184                          STATION RECOVERY (1991)
 AM0184
 AM0184'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AM0184'RECOVERED IN GOOD CONDITION.
 AM0184
 AM0184                          STATION RECOVERY (1996)
 AM0184
 AM0184'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0184'RECOVERED IN GOOD CONDITION.
 AM0184
 AM0184                          STATION RECOVERY (2002)
 AM0184
 AM0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AM0184'OLD POST OFFICE IS NOW THE MATAGORDA COUNTY MUSEUM AND IS WEST ACROSS
 AM0184'SOUTH AVE F = TX 60 FROM COUNTY COURTHOUSE.  THIS IS GRAVITY
 AM0184'CALIBRATION STATION 'BAY CITY 2'.
 AM0184
 AM0184                          STATION RECOVERY (2004)
 AM0184
 AM0184'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0184'RECOVERED IN GOOD CONDITION.
 AM0184
 AM0184                          STATION RECOVERY (2006)
 AM0184
 AM0184'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0184'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1489 ***********************************************************************
 FL1489  DESIGNATION -  K 516
 FL1489  PID         -  FL1489
 FL1489  STATE/COUNTY-  TX/MOORE
 FL1489  USGS QUAD   -  DUMAS SOUTH (1965)
 FL1489
 FL1489                         *CURRENT SURVEY CONTROL
 FL1489  ___________________________________________________________________
 FL1489* NAD 83(1986)-  35 51 51.     (N)    101 58 53.     (W)     SCALED    
 FL1489* NAVD 88     -      1117.425  (meters)    3666.09   (feet)  ADJUSTED  
 FL1489  ___________________________________________________________________
 FL1489  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 FL1489  DYNAMIC HT  -        1116.129 (meters)    3661.83  (feet)  COMP
 FL1489  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 FL1489
 FL1489  VERT ORDER  -  SECOND    CLASS 0
 FL1489
 FL1489.The horizontal coordinates were scaled from a topographic map and have
 FL1489.an estimated accuracy of +/- 6 seconds.
 FL1489
 FL1489.The orthometric height was determined by differential leveling
 FL1489.and adjusted by the National Geodetic Survey in June 1991..
 FL1489
 FL1489.The geoid height was determined by GEOID03.
 FL1489
 FL1489.The dynamic height is computed by dividing the NAVD 88
 FL1489.geopotential number by the normal gravity value computed on the
 FL1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1489.degrees latitude (g = 980.6199 gals.).
 FL1489
 FL1489.The modeled gravity was interpolated from observed gravity values.
 FL1489
 FL1489;                    North         East    Units  Estimated Accuracy
 FL1489;SPC TX N     - 1,206,910.      156,530.      MT  (+/- 180 meters Scaled)
 FL1489
 FL1489                          SUPERSEDED SURVEY CONTROL
 FL1489
 FL1489  NGVD 29 (??/??/92) 1116.865  (m)         3664.25   (f) ADJ UNCH    2 0
 FL1489
 FL1489.Superseded values are not recommended for survey control.
 FL1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1489.See file dsdata.txt to determine how the superseded data were derived.
 FL1489
 FL1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE307729(NAD 83)
 FL1489_MARKER: DB = BENCH MARK DISK
 FL1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1489_STAMPING: K 516 1935
 FL1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1489+STABILITY: SURFACE MOTION
 FL1489
 FL1489  HISTORY     - Date     Condition        Report By
 FL1489  HISTORY     - 1935     MONUMENTED       CGS
 FL1489  HISTORY     - 1943     GOOD             NGS
 FL1489
 FL1489                          STATION DESCRIPTION
 FL1489
 FL1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1489'IN DUMAS.
 FL1489'AT DUMAS, ABOUT 0.5 MILE NORTH ALONG THE SANTA FE RAILROAD FROM THE
 FL1489'STATION.  SET IN THE NORTHEAST QUARTER OF U.S. HIGHWAY NUMBER 87
 FL1489'CROSSING.  95.5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 48 FEET
 FL1489'NORTH OF THE CENTER-LINE OF THE HIGHWAY, 5.0 FEET NORTH OF THE CORNER
 FL1489'FENCE POST, 2.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 1.0 FOOT WEST OF
 FL1489'THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0347 ***********************************************************************
 GK0347  DESIGNATION -  K 518
 GK0347  PID         -  GK0347
 GK0347  STATE/COUNTY-  TX/HUTCHINSON
 GK0347  USGS QUAD   -  MORSE SE (1974)
 GK0347
 GK0347                         *CURRENT SURVEY CONTROL
 GK0347  ___________________________________________________________________
 GK0347* NAD 83(1986)-  36 02 18.     (N)    101 15 05.     (W)     SCALED    
 GK0347* NAVD 88     -       974.091  (meters)    3195.83   (feet)  ADJUSTED  
 GK0347  ___________________________________________________________________
 GK0347  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 GK0347  DYNAMIC HT  -         973.017 (meters)    3192.31  (feet)  COMP
 GK0347  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 GK0347
 GK0347  VERT ORDER  -  SECOND    CLASS 0
 GK0347
 GK0347.The horizontal coordinates were scaled from a topographic map and have
 GK0347.an estimated accuracy of +/- 6 seconds.
 GK0347
 GK0347.The orthometric height was determined by differential leveling
 GK0347.and adjusted by the National Geodetic Survey in June 1991..
 GK0347
 GK0347.The geoid height was determined by GEOID03.
 GK0347
 GK0347.The dynamic height is computed by dividing the NAVD 88
 GK0347.geopotential number by the normal gravity value computed on the
 GK0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0347.degrees latitude (g = 980.6199 gals.).
 GK0347
 GK0347.The modeled gravity was interpolated from observed gravity values.
 GK0347
 GK0347;                    North         East    Units  Estimated Accuracy
 GK0347;SPC TX N     - 1,226,160.      222,400.      MT  (+/- 180 meters Scaled)
 GK0347
 GK0347                          SUPERSEDED SURVEY CONTROL
 GK0347
 GK0347  NGVD 29 (??/??/92)  973.638  (m)         3194.34   (f) ADJ UNCH    2 0
 GK0347
 GK0347.Superseded values are not recommended for survey control.
 GK0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0347.See file dsdata.txt to determine how the superseded data were derived.
 GK0347
 GK0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE971905(NAD 83)
 GK0347_MARKER: DB = BENCH MARK DISK
 GK0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0347_STAMPING: K 518 1935
 GK0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0347+STABILITY: SURFACE MOTION
 GK0347
 GK0347  HISTORY     - Date     Condition        Report By
 GK0347  HISTORY     - 1935     MONUMENTED       CGS
 GK0347  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0347
 GK0347                          STATION DESCRIPTION
 GK0347
 GK0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0347'15.8 MI SW FROM SPEARMAN.
 GK0347'IN HUTCHINSON COUNTY, 15.8 MILES SOUTHWEST OF SPEARMAN, HANSFORD
 GK0347'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY
 GK0347'GOING 5 BLOCKS WEST ALONG STATE HIGHWAY 282 THENCE 11.6 MILES SOUTH
 GK0347'AND 3.8 MILES WEST ALONG GRADED ROADS.  3.8 MILES EAST OF THE FOUR WAY
 GK0347'STORE ON STATE HIGHWAY 117, AT THE NORTH END OF A SHORT JOG IN THE
 GK0347'ROAD, 112 FEET EAST OF A FENCE CORNER, AND 44 FEET NORTH OF THE
 GK0347'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED K 518 1935 AND SET
 GK0347'IN THE TOP OF A CONCRETE POST.
 GK0347
 GK0347                          STATION RECOVERY (1973)
 GK0347
 GK0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0395 ***********************************************************************
 GK0395  DESIGNATION -  K 519
 GK0395  PID         -  GK0395
 GK0395  STATE/COUNTY-  TX/HANSFORD
 GK0395  USGS QUAD   -  MORSE SE (1974)
 GK0395
 GK0395                         *CURRENT SURVEY CONTROL
 GK0395  ___________________________________________________________________
 GK0395* NAD 83(1986)-  36 04 51.     (N)    101 17 01.     (W)     SCALED    
 GK0395* NAVD 88     -       972.198  (meters)    3189.62   (feet)  ADJUSTED  
 GK0395  ___________________________________________________________________
 GK0395  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 GK0395  DYNAMIC HT  -         971.131 (meters)    3186.12  (feet)  COMP
 GK0395  MODELED GRAV-     979,502.2   (mgal)                       NAVD 88
 GK0395
 GK0395  VERT ORDER  -  SECOND    CLASS 0
 GK0395
 GK0395.The horizontal coordinates were scaled from a topographic map and have
 GK0395.an estimated accuracy of +/- 6 seconds.
 GK0395
 GK0395.The orthometric height was determined by differential leveling
 GK0395.and adjusted by the National Geodetic Survey in June 1991..
 GK0395
 GK0395.The geoid height was determined by GEOID03.
 GK0395
 GK0395.The dynamic height is computed by dividing the NAVD 88
 GK0395.geopotential number by the normal gravity value computed on the
 GK0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0395.degrees latitude (g = 980.6199 gals.).
 GK0395
 GK0395.The modeled gravity was interpolated from observed gravity values.
 GK0395
 GK0395;                    North         East    Units  Estimated Accuracy
 GK0395;SPC TX N     - 1,230,870.      219,490.      MT  (+/- 180 meters Scaled)
 GK0395
 GK0395                          SUPERSEDED SURVEY CONTROL
 GK0395
 GK0395  NGVD 29 (??/??/92)  971.747  (m)         3188.14   (f) ADJ UNCH    2 0
 GK0395
 GK0395.Superseded values are not recommended for survey control.
 GK0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0395.See file dsdata.txt to determine how the superseded data were derived.
 GK0395
 GK0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE943953(NAD 83)
 GK0395_MARKER: DB = BENCH MARK DISK
 GK0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0395_STAMPING: K 519 1935
 GK0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0395+STABILITY: SURFACE MOTION
 GK0395
 GK0395  HISTORY     - Date     Condition        Report By
 GK0395  HISTORY     - 1935     MONUMENTED       CGS
 GK0395  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0395
 GK0395                          STATION DESCRIPTION
 GK0395
 GK0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0395'9.7 MI SW FROM SPEARMAN.
 GK0395'9.7 MILES SOUTHWEST ALONG STATE HIGHWAY 117 FROM THE COUNTY COURTHOUSE
 GK0395'AT SPEARMAN, 2.1 MILES NORTHEAST OF THE HANSFORD-HUTCHINSON COUNTY
 GK0395'LINE, 69 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 42 FEET
 GK0395'NORTHWEST OF A LARGE SIGNBOARD, AND 28 FEET WEST OF THE CENTERLINE OF
 GK0395'A GRADED ROAD.  A STANDARD DISK, STAMPED K 519 1935 AND SET IN THE TOP
 GK0395'OF A CONCRETE POST.
 GK0395
 GK0395                          STATION RECOVERY (1973)
 GK0395
 GK0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1200 ***********************************************************************
 AY1200  DESIGNATION -  K 520
 AY1200  PID         -  AY1200
 AY1200  STATE/COUNTY-  TX/MEDINA
 AY1200  USGS QUAD   -  TWIN HOLLOW (1969)
 AY1200
 AY1200                         *CURRENT SURVEY CONTROL
 AY1200  ___________________________________________________________________
 AY1200* NAD 83(1986)-  29 31 58.     (N)    099 13 33.     (W)     SCALED    
 AY1200* NAVD 88     -       349.607  (meters)    1147.00   (feet)  POSTED    
 AY1200  ___________________________________________________________________
 AY1200  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 AY1200  DYNAMIC HT  -         349.090 (meters)    1145.31  (feet)  COMP
 AY1200  MODELED GRAV-     979,161.3   (mgal)                       NAVD 88
 AY1200
 AY1200  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1200
 AY1200.The horizontal coordinates were scaled from a topographic map and have
 AY1200.an estimated accuracy of +/- 6 seconds.
 AY1200
 AY1200.The orthometric height was determined by differential leveling
 AY1200.and adjusted by the National Geodetic Survey in 1992..
 AY1200.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1200.rate of 0.0 thru 1.0 mm/km.
 AY1200
 AY1200.The geoid height was determined by GEOID03.
 AY1200
 AY1200.The dynamic height is computed by dividing the NAVD 88
 AY1200.geopotential number by the normal gravity value computed on the
 AY1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1200.degrees latitude (g = 980.6199 gals.).
 AY1200
 AY1200.The modeled gravity was interpolated from observed gravity values.
 AY1200
 AY1200;                    North         East    Units  Estimated Accuracy
 AY1200;SPC TXSC     - 4,188,370.      578,110.      MT  (+/- 180 meters Scaled)
 AY1200
 AY1200                          SUPERSEDED SURVEY CONTROL
 AY1200
 AY1200  NGVD 29 (??/??/92)  349.467  (m)         1146.54   (f) ADJ UNCH    2 0
 AY1200
 AY1200.Superseded values are not recommended for survey control.
 AY1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1200.See file dsdata.txt to determine how the superseded data were derived.
 AY1200
 AY1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT781670(NAD 83)
 AY1200_MARKER: DB = BENCH MARK DISK
 AY1200_SETTING: 66 = SET IN ROCK OUTCROP
 AY1200_SP_SET: ROCK
 AY1200_STAMPING: K 520 1953
 AY1200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1200+STABILITY: POSITION/ELEVATION WELL
 AY1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1200+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AY1200
 AY1200  HISTORY     - Date     Condition        Report By
 AY1200  HISTORY     - 1953     MONUMENTED       CGS
 AY1200  HISTORY     - 1969     GOOD             USGS
 AY1200  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1200  HISTORY     - 19970430 GOOD             USPSQD
 AY1200  HISTORY     - 20011227 GOOD             USPSQD
 AY1200  HISTORY     - 20040124 MARK NOT FOUND   USPSQD
 AY1200  HISTORY     - 20050809 GOOD             USPSQD
 AY1200
 AY1200                          STATION DESCRIPTION
 AY1200
 AY1200'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AY1200'10.0 MI SE FROM TARPLEY.
 AY1200'10.0 MILES SOUTHEAST ALONG FARM ROAD 462 FROM THE POST OFFICE IN
 AY1200'TARPLEY, ON THE OUTSIDE OF A CURVE IN THE ROAD, ON THE SOUTHWEST SLOPE
 AY1200'OF A ROCKY HILL, 91 FEET NORTHEAST OF THE CENTER LINE OF THE FARM
 AY1200'ROAD, 48 FEET NORTHEAST OF A FENCE, 0.25 MILE NORTHWEST OF THE
 AY1200'ENTRANCE TO THE BARNES BLUFF RANCH, 5 FEET ABOVE THE LEVEL OF THE FARM
 AY1200'ROAD, SET IN THE TOP OF A FLAT 5 X 8 FOOT ROCK NEAR THE SOUTH POINT OF
 AY1200'A GROUP OF TREES.
 AY1200
 AY1200                          STATION RECOVERY (1995)
 AY1200
 AY1200'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1200'MARK NOT FOUND.
 AY1200
 AY1200                          STATION RECOVERY (1997)
 AY1200
 AY1200'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY1200'RECOVERED IN GOOD CONDITION.
 AY1200
 AY1200                          STATION RECOVERY (2001)
 AY1200
 AY1200'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1200'RECOVERED IN GOOD CONDITION.
 AY1200
 AY1200                          STATION RECOVERY (2004)
 AY1200
 AY1200'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 AY1200'MARK NOT FOUND.
 AY1200
 AY1200                          STATION RECOVERY (2005)
 AY1200
 AY1200'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0580 ***********************************************************************
 GK0580  DESIGNATION -  K 523
 GK0580  PID         -  GK0580
 GK0580  STATE/COUNTY-  TX/SHERMAN
 GK0580  USGS QUAD   -  PLEASURE POND (1974)
 GK0580
 GK0580                         *CURRENT SURVEY CONTROL
 GK0580  ___________________________________________________________________
 GK0580* NAD 83(1986)-  36 08 22.     (N)    101 45 27.     (W)     SCALED    
 GK0580* NAVD 88     -      1056.390  (meters)    3465.84   (feet)  ADJUSTED  
 GK0580  ___________________________________________________________________
 GK0580  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 GK0580  DYNAMIC HT  -        1055.211 (meters)    3461.97  (feet)  COMP
 GK0580  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 GK0580
 GK0580  VERT ORDER  -  SECOND    CLASS 0
 GK0580
 GK0580.The horizontal coordinates were scaled from a topographic map and have
 GK0580.an estimated accuracy of +/- 6 seconds.
 GK0580
 GK0580.The orthometric height was determined by differential leveling
 GK0580.and adjusted by the National Geodetic Survey in June 1991..
 GK0580
 GK0580.The geoid height was determined by GEOID03.
 GK0580
 GK0580.The dynamic height is computed by dividing the NAVD 88
 GK0580.geopotential number by the normal gravity value computed on the
 GK0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0580.degrees latitude (g = 980.6199 gals.).
 GK0580
 GK0580.The modeled gravity was interpolated from observed gravity values.
 GK0580
 GK0580;                    North         East    Units  Estimated Accuracy
 GK0580;SPC TX N     - 1,237,380.      176,820.      MT  (+/- 180 meters Scaled)
 GK0580
 GK0580                          SUPERSEDED SURVEY CONTROL
 GK0580
 GK0580  NGVD 29 (??/??/92) 1055.909  (m)         3464.26   (f) ADJ UNCH    2 0
 GK0580
 GK0580.Superseded values are not recommended for survey control.
 GK0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0580.See file dsdata.txt to determine how the superseded data were derived.
 GK0580
 GK0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF518029(NAD 83)
 GK0580_MARKER: DB = BENCH MARK DISK
 GK0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0580_STAMPING: K 523 1935
 GK0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0580+STABILITY: SURFACE MOTION
 GK0580
 GK0580  HISTORY     - Date     Condition        Report By
 GK0580  HISTORY     - 1935     MONUMENTED       CGS
 GK0580  HISTORY     - 1952     MARK NOT FOUND   NGS
 GK0580
 GK0580                          STATION DESCRIPTION
 GK0580
 GK0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0580'22.9 MI NE FROM ETTER.
 GK0580'THIS MARK IS ABOUT 7.8 MILES NORTH ALONG U.S. HIGHWAY 287 AND ABOUT
 GK0580'15.1 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT ETTER, MOORE
 GK0580'COUNTY, 0.3 MILE WEST OF A ROAD RUNNING NORTH, 0.5 MILE SOUTH OF A
 GK0580'RANCH HOUSE, 4.0 FEET SOUTHEAST OF THE EAST END OF A FENCE GATE, 3.0
 GK0580'FEET SOUTH OF THE NORTH-RIGHT-OF-WAY FENCE, PROJECTING ABOUT 1-INCH
 GK0580'ABOVE THE GROUND, 2.0 FEET SOUTHWEST OF A WHITE REFERENCE POST.
 GK0580
 GK0580                          STATION RECOVERY (1952)
 GK0580
 GK0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GK0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0815 ***********************************************************************
 AY0815  DESIGNATION -  K 524
 AY0815  PID         -  AY0815
 AY0815  STATE/COUNTY-  TX/BEXAR
 AY0815  USGS QUAD   -  TERRELL WELLS (1992)
 AY0815
 AY0815                         *CURRENT SURVEY CONTROL
 AY0815  ___________________________________________________________________
 AY0815* NAD 83(1986)-  29 17 51.     (N)    098 36 24.     (W)     SCALED    
 AY0815* NAVD 88     -       190.638  (meters)     625.45   (feet)  ADJUSTED  
 AY0815  ___________________________________________________________________
 AY0815  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AY0815  DYNAMIC HT  -         190.363 (meters)     624.55  (feet)  COMP
 AY0815  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 AY0815
 AY0815  VERT ORDER  -  FIRST     CLASS II
 AY0815
 AY0815.The horizontal coordinates were scaled from a topographic map and have
 AY0815.an estimated accuracy of +/- 6 seconds.
 AY0815
 AY0815.The orthometric height was determined by differential leveling
 AY0815.and adjusted by the National Geodetic Survey in June 1991..
 AY0815
 AY0815.The geoid height was determined by GEOID03.
 AY0815
 AY0815.The dynamic height is computed by dividing the NAVD 88
 AY0815.geopotential number by the normal gravity value computed on the
 AY0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0815.degrees latitude (g = 980.6199 gals.).
 AY0815
 AY0815.The modeled gravity was interpolated from observed gravity values.
 AY0815
 AY0815;                    North         East    Units  Estimated Accuracy
 AY0815;SPC TXSC     - 4,162,330.      638,210.      MT  (+/- 180 meters Scaled)
 AY0815
 AY0815                          SUPERSEDED SURVEY CONTROL
 AY0815
 AY0815  NGVD 29 (??/??/92)  190.538  (m)          625.12   (f) ADJ UNCH    1 2
 AY0815
 AY0815.Superseded values are not recommended for survey control.
 AY0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0815.See file dsdata.txt to determine how the superseded data were derived.
 AY0815
 AY0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT382410(NAD 83)
 AY0815_MARKER: DB = BENCH MARK DISK
 AY0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0815_STAMPING: K 524 1953
 AY0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0815+STABILITY: SURFACE MOTION
 AY0815
 AY0815  HISTORY     - Date     Condition        Report By
 AY0815  HISTORY     - 1953     MONUMENTED       CGS
 AY0815  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0815  HISTORY     - 19950524 MARK NOT FOUND   USPSQD
 AY0815
 AY0815                          STATION DESCRIPTION
 AY0815
 AY0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0815'6.0 MI SW FROM SAN ANTONIO.
 AY0815'4.45 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0815'RAILROAD FROM THE OVERPASS ON LOOP 13 (MILITARY DRIVE) AT SAN ANTONIO,
 AY0815'THENCE 1.55 MILES SOUTHEAST ALONG FISHER ROAD, 0.25 MILE NORTHWEST OF
 AY0815'A JUNCTION WITH SOMERSET ROAD, 38 FEET NORTHEAST OF THE CENTER LINE OF
 AY0815'THE ROAD, 22 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A T FENCE,
 AY0815'2.6 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AY0815'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0815
 AY0815                          STATION RECOVERY (1986)
 AY0815
 AY0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0815'MARK NOT FOUND.
 AY0815
 AY0815                          STATION RECOVERY (1995)
 AY0815
 AY0815'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0162 ***********************************************************************
 GK0162  DESIGNATION -  K 526
 GK0162  PID         -  GK0162
 GK0162  STATE/COUNTY-  TX/OCHILTREE
 GK0162  USGS QUAD   -  SOURDOUGH CREEK SW (1973)
 GK0162
 GK0162                         *CURRENT SURVEY CONTROL
 GK0162  ___________________________________________________________________
 GK0162* NAD 83(1986)-  36 06 26.     (N)    100 59 00.     (W)     SCALED    
 GK0162* NAVD 88     -       930.797  (meters)    3053.79   (feet)  ADJUSTED  
 GK0162  ___________________________________________________________________
 GK0162  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 GK0162  DYNAMIC HT  -         929.796 (meters)    3050.51  (feet)  COMP
 GK0162  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 GK0162
 GK0162  VERT ORDER  -  SECOND    CLASS 0
 GK0162
 GK0162.The horizontal coordinates were scaled from a topographic map and have
 GK0162.an estimated accuracy of +/- 6 seconds.
 GK0162
 GK0162.The orthometric height was determined by differential leveling
 GK0162.and adjusted by the National Geodetic Survey in June 1991..
 GK0162
 GK0162.The geoid height was determined by GEOID03.
 GK0162
 GK0162.The dynamic height is computed by dividing the NAVD 88
 GK0162.geopotential number by the normal gravity value computed on the
 GK0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0162.degrees latitude (g = 980.6199 gals.).
 GK0162
 GK0162.The modeled gravity was interpolated from observed gravity values.
 GK0162
 GK0162;                    North         East    Units  Estimated Accuracy
 GK0162;SPC TX N     - 1,233,900.      246,520.      MT  (+/- 180 meters Scaled)
 GK0162
 GK0162                          SUPERSEDED SURVEY CONTROL
 GK0162
 GK0162  NGVD 29 (??/??/92)  930.390  (m)         3052.45   (f) ADJ UNCH    2 0
 GK0162
 GK0162.Superseded values are not recommended for survey control.
 GK0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0162.See file dsdata.txt to determine how the superseded data were derived.
 GK0162
 GK0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE214976(NAD 83)
 GK0162_MARKER: DB = BENCH MARK DISK
 GK0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0162_STAMPING: K 526 1935
 GK0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0162+STABILITY: SURFACE MOTION
 GK0162
 GK0162  HISTORY     - Date     Condition        Report By
 GK0162  HISTORY     - 1935     MONUMENTED       CGS
 GK0162  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0162
 GK0162                          STATION DESCRIPTION
 GK0162
 GK0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0162'12.0 MI SW FROM BULER.
 GK0162'12.0 MILES SOUTHWEST OF BULER, OCHILTREE COUNTY.  THIS BENCH MARK MAY
 GK0162'BE REACHED FROM THE OLD STORE AND POST OFFICE BY GOING 2.5 MILES
 GK0162'SOUTH, 6.9 MILES WEST, 0.5 MILE NORTH, AND 2.1 MILES WEST ALONG GRADED
 GK0162'ROADS.  1/2 MILE NORTH OF A SCHOOL, AT A ROAD JUNCTION, 71.5 FEET EAST
 GK0162'OF THE CENTERLINE OF THE NORTH AND SOUTH ROAD, 24.8 FEET SOUTH OF THE
 GK0162'CENTERLINE OF THE EAST-AND-WEST ROAD, 43.7 FEET EAST OF THE CORNER
 GK0162'FENCEPOST, AND 1.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE. A STANDARD
 GK0162'DISK, STAMPED K 526 1935 AND SET IN THE TOP OF A CONCRETE POST.
 GK0162
 GK0162                          STATION RECOVERY (1973)
 GK0162
 GK0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0544 ***********************************************************************
 FL0544  DESIGNATION -  K 527
 FL0544  PID         -  FL0544
 FL0544  STATE/COUNTY-  TX/ROBERTS
 FL0544  USGS QUAD   -  DRY CREEK NORTH (1971)
 FL0544
 FL0544                         *CURRENT SURVEY CONTROL
 FL0544  ___________________________________________________________________
 FL0544* NAD 83(1986)-  35 59 15.     (N)    100 57 31.     (W)     SCALED    
 FL0544* NAVD 88     -       796.892  (meters)    2614.47   (feet)  ADJUSTED  
 FL0544  ___________________________________________________________________
 FL0544  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 FL0544  DYNAMIC HT  -         796.042 (meters)    2611.68  (feet)  COMP
 FL0544  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 FL0544
 FL0544  VERT ORDER  -  SECOND    CLASS 0
 FL0544
 FL0544.The horizontal coordinates were scaled from a topographic map and have
 FL0544.an estimated accuracy of +/- 6 seconds.
 FL0544
 FL0544.The orthometric height was determined by differential leveling
 FL0544.and adjusted by the National Geodetic Survey in June 1991..
 FL0544
 FL0544.The geoid height was determined by GEOID03.
 FL0544
 FL0544.The dynamic height is computed by dividing the NAVD 88
 FL0544.geopotential number by the normal gravity value computed on the
 FL0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0544.degrees latitude (g = 980.6199 gals.).
 FL0544
 FL0544.The modeled gravity was interpolated from observed gravity values.
 FL0544
 FL0544;                    North         East    Units  Estimated Accuracy
 FL0544;SPC TX N     - 1,220,630.      248,820.      MT  (+/- 180 meters Scaled)
 FL0544
 FL0544                          SUPERSEDED SURVEY CONTROL
 FL0544
 FL0544  NGVD 29 (??/??/92)  796.517  (m)         2613.24   (f) ADJ UNCH    2 0
 FL0544
 FL0544.Superseded values are not recommended for survey control.
 FL0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0544.See file dsdata.txt to determine how the superseded data were derived.
 FL0544
 FL0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE234843(NAD 83)
 FL0544_MARKER: DB = BENCH MARK DISK
 FL0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0544_STAMPING: K 527 1935
 FL0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0544+STABILITY: SURFACE MOTION
 FL0544
 FL0544  HISTORY     - Date     Condition        Report By
 FL0544  HISTORY     - 1935     MONUMENTED       CGS
 FL0544  HISTORY     - 1971     GOOD             USGS
 FL0544
 FL0544                          STATION DESCRIPTION
 FL0544
 FL0544'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FL0544'9.3 MI S FROM FARNSWORTH.
 FL0544'FARNSWORTH, 9.3 MILES SOUTH 200 FEET WEST OF A COUNTY ROAD, 23 FT.
 FL0544'WEST OF A TRACK ROAD, 175 FT. WEST OF A FENCE BETWEEN ROADS, 500 FT.
 FL0544'SW OF A CATTLE GUARD ENTERING TO A RANCH, 350 FT. SW OF A SMALL POND,
 FL0544'STD. DISK IN CONC. POST PROJECTING 0.6 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0323 ***********************************************************************
 FM0323  DESIGNATION -  K 528
 FM0323  PID         -  FM0323
 FM0323  STATE/COUNTY-  TX/POTTER
 FM0323  USGS QUAD   -  BODEN (1966)
 FM0323
 FM0323                         *CURRENT SURVEY CONTROL
 FM0323  ___________________________________________________________________
 FM0323* NAD 83(1986)-  35 24 25.     (N)    102 05 52.     (W)     SCALED    
 FM0323* NAVD 88     -      1030.533  (meters)    3381.01   (feet)  ADJUSTED  
 FM0323  ___________________________________________________________________
 FM0323  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 FM0323  DYNAMIC HT  -        1029.320 (meters)    3377.03  (feet)  COMP
 FM0323  MODELED GRAV-     979,421.6   (mgal)                       NAVD 88
 FM0323
 FM0323  VERT ORDER  -  SECOND    CLASS 0
 FM0323
 FM0323.The horizontal coordinates were scaled from a topographic map and have
 FM0323.an estimated accuracy of +/- 6 seconds.
 FM0323
 FM0323.The orthometric height was determined by differential leveling
 FM0323.and adjusted by the National Geodetic Survey in June 1991..
 FM0323
 FM0323.The geoid height was determined by GEOID03.
 FM0323
 FM0323.The dynamic height is computed by dividing the NAVD 88
 FM0323.geopotential number by the normal gravity value computed on the
 FM0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0323.degrees latitude (g = 980.6199 gals.).
 FM0323
 FM0323.The modeled gravity was interpolated from observed gravity values.
 FM0323
 FM0323;                    North         East    Units  Estimated Accuracy
 FM0323;SPC TX N     - 1,156,250.      145,710.      MT  (+/- 180 meters Scaled)
 FM0323
 FM0323                          SUPERSEDED SURVEY CONTROL
 FM0323
 FM0323  NGVD 29 (??/??/92) 1030.062  (m)         3379.46   (f) ADJ UNCH    2 0
 FM0323
 FM0323.Superseded values are not recommended for survey control.
 FM0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0323.See file dsdata.txt to determine how the superseded data were derived.
 FM0323
 FM0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV635220(NAD 83)
 FM0323_MARKER: DB = BENCH MARK DISK
 FM0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0323_STAMPING: K-528 1935
 FM0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0323+STABILITY: SURFACE MOTION
 FM0323
 FM0323  HISTORY     - Date     Condition        Report By
 FM0323  HISTORY     - 1935     MONUMENTED       CGS
 FM0323  HISTORY     - 1966     GOOD             USGS
 FM0323
 FM0323                          STATION DESCRIPTION
 FM0323
 FM0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0323'15.0 MI SE FROM TASCOSA.
 FM0323'TO REACH BENCHMARK FROM RAILROAD STATION GO 11.0 MILES SOUTHEAST ALONG
 FM0323'RAILROAD TO MILE POST 363, THENCE EAST ALONG AMARILLO-TASCOSA ROAD 3.9
 FM0323'MILES.  BENCHMARK IS SET AT A JOG IN THE ROAD APPROXIMATELY 80 FEET
 FM0323'WEST OF THE WEST EDGE OF A SMALL CANYON.  BEING 43.0 FEET EAST OF
 FM0323'CENTER-LINE OF ROAD, AND 2.0 FEET EAST OF RIGHT OF WAY FENCE.
 FM0323
 FM0323                          STATION RECOVERY (1966)
 FM0323
 FM0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0702 ***********************************************************************
 FL0702  DESIGNATION -  K 529
 FL0702  PID         -  FL0702
 FL0702  STATE/COUNTY-  TX/HUTCHINSON
 FL0702  USGS QUAD   -  PHILLIPS (1978)
 FL0702
 FL0702                         *CURRENT SURVEY CONTROL
 FL0702  ___________________________________________________________________
 FL0702* NAD 83(1986)-  35 44 36.     (N)    101 20 40.     (W)     SCALED    
 FL0702* NAVD 88     -       834.857  (meters)    2739.03   (feet)  ADJUSTED  
 FL0702  ___________________________________________________________________
 FL0702  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 FL0702  DYNAMIC HT  -         833.937 (meters)    2736.01  (feet)  COMP
 FL0702  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 FL0702
 FL0702  VERT ORDER  -  SECOND    CLASS 0
 FL0702
 FL0702.The horizontal coordinates were scaled from a topographic map and have
 FL0702.an estimated accuracy of +/- 6 seconds.
 FL0702
 FL0702.The orthometric height was determined by differential leveling
 FL0702.and adjusted by the National Geodetic Survey in June 1991..
 FL0702
 FL0702.The geoid height was determined by GEOID03.
 FL0702
 FL0702.The dynamic height is computed by dividing the NAVD 88
 FL0702.geopotential number by the normal gravity value computed on the
 FL0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0702.degrees latitude (g = 980.6199 gals.).
 FL0702
 FL0702.The modeled gravity was interpolated from observed gravity values.
 FL0702
 FL0702;                    North         East    Units  Estimated Accuracy
 FL0702;SPC TX N     - 1,193,410.      214,070.      MT  (+/- 180 meters Scaled)
 FL0702
 FL0702                          SUPERSEDED SURVEY CONTROL
 FL0702
 FL0702  NGVD 29 (??/??/92)  834.429  (m)         2737.62   (f) ADJ UNCH    2 0
 FL0702
 FL0702.Superseded values are not recommended for survey control.
 FL0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0702.See file dsdata.txt to determine how the superseded data were derived.
 FL0702
 FL0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE879580(NAD 83)
 FL0702_MARKER: DB = BENCH MARK DISK
 FL0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0702_STAMPING: K 529 1935
 FL0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0702+STABILITY: SURFACE MOTION
 FL0702
 FL0702  HISTORY     - Date     Condition        Report By
 FL0702  HISTORY     - 1935     MONUMENTED       CGS
 FL0702  HISTORY     - 1953     MARK NOT FOUND   USGS
 FL0702
 FL0702                          STATION DESCRIPTION
 FL0702
 FL0702'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0702'4.8 MI SW FROM PLEMONS.
 FL0702'4.8 MILES SOUTHWEST ALONG THE BORGER ROAD FROM THE POST OFFICE AT
 FL0702'PLEMONS, 0.1 MILE NORTH OF A ROAD JUNCTION, 178 FEET SOUTH OF THE
 FL0702'SOUTHEAST CORNER OF A BRIDGE OVER CANADIAN RIVER, 45.7 FEET SOUTH OF
 FL0702'THE CENTERLINE OF A TRAIL, 37.5 FEET NORTH OF POLE E 22, AND 38.6 FEET
 FL0702'EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED K 529
 FL0702'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0518 ***********************************************************************
 FL0518  DESIGNATION -  K 530
 FL0518  PID         -  FL0518
 FL0518  STATE/COUNTY-  TX/ROBERTS
 FL0518  USGS QUAD   -  DRY CREEK NE (1971)
 FL0518
 FL0518                         *CURRENT SURVEY CONTROL
 FL0518  ___________________________________________________________________
 FL0518* NAD 83(1986)-  35 59 05.     (N)    100 50 01.     (W)     SCALED    
 FL0518* NAVD 88     -       767.617  (meters)    2518.42   (feet)  ADJUSTED  
 FL0518  ___________________________________________________________________
 FL0518  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 FL0518  DYNAMIC HT  -         766.799 (meters)    2515.74  (feet)  COMP
 FL0518  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 FL0518
 FL0518  VERT ORDER  -  SECOND    CLASS 0
 FL0518
 FL0518.The horizontal coordinates were scaled from a topographic map and have
 FL0518.an estimated accuracy of +/- 6 seconds.
 FL0518
 FL0518.The orthometric height was determined by differential leveling
 FL0518.and adjusted by the National Geodetic Survey in June 1991..
 FL0518
 FL0518.The geoid height was determined by GEOID03.
 FL0518
 FL0518.The dynamic height is computed by dividing the NAVD 88
 FL0518.geopotential number by the normal gravity value computed on the
 FL0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0518.degrees latitude (g = 980.6199 gals.).
 FL0518
 FL0518.The modeled gravity was interpolated from observed gravity values.
 FL0518
 FL0518;                    North         East    Units  Estimated Accuracy
 FL0518;SPC TX N     - 1,220,390.      260,090.      MT  (+/- 180 meters Scaled)
 FL0518
 FL0518                          SUPERSEDED SURVEY CONTROL
 FL0518
 FL0518  NGVD 29 (??/??/92)  767.252  (m)         2517.23   (f) ADJ UNCH    2 0
 FL0518
 FL0518.Superseded values are not recommended for survey control.
 FL0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0518.See file dsdata.txt to determine how the superseded data were derived.
 FL0518
 FL0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE347838(NAD 83)
 FL0518_MARKER: DB = BENCH MARK DISK
 FL0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0518_STAMPING: K 530 1935
 FL0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0518+STABILITY: SURFACE MOTION
 FL0518
 FL0518  HISTORY     - Date     Condition        Report By
 FL0518  HISTORY     - 1935     MONUMENTED       CGS
 FL0518
 FL0518                          STATION DESCRIPTION
 FL0518
 FL0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0518'30.2 MI NE FROM PLEMONS.
 FL0518'IN ROBERTS COUNTY, 30.2 MILES NORTHEAST ALONG THE CANADIAN ROAD FROM
 FL0518'THE POST OFFICE AT PLEMONS, HUTCHINSON COUNTY, ABOUT 500 FEET SOUTH OF
 FL0518'A LARGE GROUP OF TREES, 180 FEET WEST OF A SMALL RISE, AND 33.6 FEET
 FL0518'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED K 530
 FL0518'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0464 ***********************************************************************
 FM0464  DESIGNATION -  K 531
 FM0464  PID         -  FM0464
 FM0464  STATE/COUNTY-  TX/OLDHAM
 FM0464  USGS QUAD   -  MANY POST CAMP (1971)
 FM0464
 FM0464                         *CURRENT SURVEY CONTROL
 FM0464  ___________________________________________________________________
 FM0464* NAD 83(1986)-  35 31 42.     (N)    102 36 08.     (W)     SCALED    
 FM0464* NAVD 88     -      1016.108  (meters)    3333.68   (feet)  ADJUSTED  
 FM0464  ___________________________________________________________________
 FM0464  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 FM0464  DYNAMIC HT  -        1014.917 (meters)    3329.77  (feet)  COMP
 FM0464  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 FM0464
 FM0464  VERT ORDER  -  SECOND    CLASS 0
 FM0464
 FM0464.The horizontal coordinates were scaled from a topographic map and have
 FM0464.an estimated accuracy of +/- 6 seconds.
 FM0464
 FM0464.The orthometric height was determined by differential leveling
 FM0464.and adjusted by the National Geodetic Survey in June 1991..
 FM0464
 FM0464.The geoid height was determined by GEOID03.
 FM0464
 FM0464.The dynamic height is computed by dividing the NAVD 88
 FM0464.geopotential number by the normal gravity value computed on the
 FM0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0464.degrees latitude (g = 980.6199 gals.).
 FM0464
 FM0464.The modeled gravity was interpolated from observed gravity values.
 FM0464
 FM0464;                    North         East    Units  Estimated Accuracy
 FM0464;SPC TX N     - 1,170,110.      100,040.      MT  (+/- 180 meters Scaled)
 FM0464
 FM0464                          SUPERSEDED SURVEY CONTROL
 FM0464
 FM0464  NGVD 29 (??/??/92) 1015.613  (m)         3332.06   (f) ADJ UNCH    2 0
 FM0464
 FM0464.Superseded values are not recommended for survey control.
 FM0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0464.See file dsdata.txt to determine how the superseded data were derived.
 FM0464
 FM0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV174342(NAD 83)
 FM0464_MARKER: DB = BENCH MARK DISK
 FM0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0464_STAMPING: K 531 1935
 FM0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0464+STABILITY: SURFACE MOTION
 FM0464
 FM0464  HISTORY     - Date     Condition        Report By
 FM0464  HISTORY     - 1935     MONUMENTED       CGS
 FM0464  HISTORY     - 1971     GOOD             USGS
 FM0464
 FM0464                          STATION DESCRIPTION
 FM0464
 FM0464'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0464'19.3 MI NE FROM ADRIAN.
 FM0464'TO REACH FROM THE JCT OF U.S. HWY 385 AND FARM ROAD 767 IN CHANNING GO
 FM0464'WEST ON FM 767 FOR 12.0 MILES TO A BLADED ROAD ON THE LEFT, TURN LEFT
 FM0464'THROUGH CATTLEGUARD AND GO SOUTH 4.0 MILES THROUGH FOY PROCTOR RANCH
 FM0464'TO CG AT ENTRANCE TO R H FULTON RANCH, CONTINUE SOUTH 3.6 MILES TO
 FM0464'FULTONS MANY POST CAMP, CONTINUE WESTERLY FROM MANY POST ALONG MAIN
 FM0464'GRADED ROAD FOR 5.0 MILES TO FULTONS OLD FARM CAMP.  BM IS 97 FEET
 FM0464'SOUTHWEST OF SOUTHWEST CORNER OF RANCH HOUSE AND 30 FEET EAST OF THE
 FM0464'ROAD.  A STANDARD DISK STAMPED K 531 1935 AND SET IN THE TOP OF A
 FM0464'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0524 ***********************************************************************
 EN0524  DESIGNATION -  K 532
 EN0524  PID         -  EN0524
 EN0524  STATE/COUNTY-  TX/RANDALL
 EN0524  USGS QUAD   -  NANCE RANCH (1984)
 EN0524
 EN0524                         *CURRENT SURVEY CONTROL
 EN0524  ___________________________________________________________________
 EN0524* NAD 83(1986)-  34 53 38.     (N)    101 46 31.     (W)     SCALED    
 EN0524* NAVD 88     -      1092.819  (meters)    3585.36   (feet)  POSTED    
 EN0524  ___________________________________________________________________
 EN0524  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 EN0524  DYNAMIC HT  -        1091.490 (meters)    3581.00  (feet)  COMP
 EN0524  MODELED GRAV-     979,378.6   (mgal)                       NAVD 88
 EN0524
 EN0524  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EN0524
 EN0524.The horizontal coordinates were scaled from a topographic map and have
 EN0524.an estimated accuracy of +/- 6 seconds.
 EN0524
 EN0524.The orthometric height was determined by differential leveling
 EN0524.and adjusted by the National Geodetic Survey in 1992..
 EN0524.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EN0524.rate greater than 8.0 mm/km.
 EN0524
 EN0524.The geoid height was determined by GEOID03.
 EN0524
 EN0524.The dynamic height is computed by dividing the NAVD 88
 EN0524.geopotential number by the normal gravity value computed on the
 EN0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0524.degrees latitude (g = 980.6199 gals.).
 EN0524
 EN0524.The modeled gravity was interpolated from observed gravity values.
 EN0524
 EN0524;                    North         East    Units  Estimated Accuracy
 EN0524;SPC TX N     - 1,099,200.      174,840.      MT  (+/- 180 meters Scaled)
 EN0524
 EN0524                          SUPERSEDED SURVEY CONTROL
 EN0524
 EN0524  NGVD 29 (??/??/92) 1092.36   (m)         3583.9    (f) COMPUTED    2 0
 EN0524
 EN0524.Superseded values are not recommended for survey control.
 EN0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0524.See file dsdata.txt to determine how the superseded data were derived.
 EN0524
 EN0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD463647(NAD 83)
 EN0524_MARKER: DB = BENCH MARK DISK
 EN0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0524_STAMPING: K-532 1935
 EN0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0524+STABILITY: SURFACE MOTION
 EN0524
 EN0524  HISTORY     - Date     Condition        Report By
 EN0524  HISTORY     - 1935     MONUMENTED       CGS
 EN0524  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0524
 EN0524                          STATION DESCRIPTION
 EN0524
 EN0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0524'23.5 MI NE FROM HAPPY.
 EN0524'ALONG GRADED ROAS BETWEEN HAPPY AND AMARILLO.  TO REACH BENCHMARK FROM
 EN0524'POST-OFFICE GO 0.4 MILES EAST, THENCE 0.6 MILES SOUTH, THENCE 3.1
 EN0524'MILES EAST, THENCE 0.9 MILE SOUTH, THENCE 3.0 MILES EAST, THENCE 5.8
 EN0524'MILES NORTH, THENCE 2.0 MILES WEST, THENCE 5.8 MILES NORTH. BENCHMARK
 EN0524'IS SET IN FLAT COUNTRY WITH A DRY WASH TO THE SOUTH AND IS
 EN0524'APPROXIMATELY 0.6 MILE NORTH OF R.L. REYNOLDS RANCH HOUSE AND 0.2 MILE
 EN0524'SOUTH OF GATE LEADING TO BAR-A RANCH.  BEING 30.0 FEET EAST OF
 EN0524'CENTERLINE OF ROAD, AND 1.0 FOOT EAST OF N-S FENCE.
 EN0524
 EN0524                          STATION RECOVERY (1954)
 EN0524
 EN0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EN0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1368 ***********************************************************************
 FL1368  DESIGNATION -  K 533
 FL1368  PID         -  FL1368
 FL1368  STATE/COUNTY-  TX/CARSON
 FL1368  USGS QUAD   -  DEAL (1953)
 FL1368
 FL1368                         *CURRENT SURVEY CONTROL
 FL1368  ___________________________________________________________________
 FL1368* NAD 83(1986)-  35 32 13.     (N)    101 35 18.     (W)     SCALED    
 FL1368* NAVD 88     -      1035.208  (meters)    3396.34   (feet)  ADJUSTED  
 FL1368  ___________________________________________________________________
 FL1368  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 FL1368  DYNAMIC HT  -        1034.011 (meters)    3392.42  (feet)  COMP
 FL1368  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 FL1368
 FL1368  VERT ORDER  -  SECOND    CLASS 0
 FL1368
 FL1368.The horizontal coordinates were scaled from a topographic map and have
 FL1368.an estimated accuracy of +/- 6 seconds.
 FL1368
 FL1368.The orthometric height was determined by differential leveling
 FL1368.and adjusted by the National Geodetic Survey in June 1991..
 FL1368
 FL1368.The geoid height was determined by GEOID03.
 FL1368
 FL1368.The dynamic height is computed by dividing the NAVD 88
 FL1368.geopotential number by the normal gravity value computed on the
 FL1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1368.degrees latitude (g = 980.6199 gals.).
 FL1368
 FL1368.The modeled gravity was interpolated from observed gravity values.
 FL1368
 FL1368;                    North         East    Units  Estimated Accuracy
 FL1368;SPC TX N     - 1,170,510.      191,990.      MT  (+/- 180 meters Scaled)
 FL1368
 FL1368                          SUPERSEDED SURVEY CONTROL
 FL1368
 FL1368  NGVD 29 (??/??/92) 1034.731  (m)         3394.78   (f) ADJ UNCH    2 0
 FL1368
 FL1368.Superseded values are not recommended for survey control.
 FL1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1368.See file dsdata.txt to determine how the superseded data were derived.
 FL1368
 FL1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE653356(NAD 83)
 FL1368_MARKER: DB = BENCH MARK DISK
 FL1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1368_STAMPING: K-533 1935
 FL1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1368+STABILITY: SURFACE MOTION
 FL1368
 FL1368  HISTORY     - Date     Condition        Report By
 FL1368  HISTORY     - 1935     MONUMENTED       CGS
 FL1368
 FL1368                          STATION DESCRIPTION
 FL1368
 FL1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1368'29.1 MI NE FROM AMARILLO.
 FL1368'29.1 MILES NORTHEAST OF CRI AND G DEPOT BY RAIL BENCHMARK IS LOCATED
 FL1368'ON TOP OF HILL AT SOUTH END OF LONG CUT, APPROXIMATELY 0.5 MILE NORTH
 FL1368'OF WILHELM SIDING.  18 RAIL LENGTHS NORTH OF NORTH SWITCH STAND.  9
 FL1368'RAIL LENGTHS NORTH OF BRIDGE NO. 292.  4 1/2 RAIL LENGTHS NORTH OF
 FL1368'MILE POST NO. 29.1.  87.0 FEET EAST OF EAST RAIL.  3.0 FEET WEST OF
 FL1368'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1036 ***********************************************************************
 FL1036  DESIGNATION -  K 534
 FL1036  PID         -  FL1036
 FL1036  STATE/COUNTY-  TX/CARSON
 FL1036  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1036
 FL1036                         *CURRENT SURVEY CONTROL
 FL1036  ___________________________________________________________________
 FL1036* NAD 83(1986)-  35 22 27.     (N)    101 26 17.     (W)     SCALED    
 FL1036* NAVD 88     -      1065.102  (meters)    3494.42   (feet)  ADJUSTED  
 FL1036  ___________________________________________________________________
 FL1036  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL1036  DYNAMIC HT  -        1063.855 (meters)    3490.33  (feet)  COMP
 FL1036  MODELED GRAV-     979,426.0   (mgal)                       NAVD 88
 FL1036
 FL1036  VERT ORDER  -  SECOND    CLASS 0
 FL1036
 FL1036.The horizontal coordinates were scaled from a topographic map and have
 FL1036.an estimated accuracy of +/- 6 seconds.
 FL1036
 FL1036.The orthometric height was determined by differential leveling
 FL1036.and adjusted by the National Geodetic Survey in June 1991..
 FL1036
 FL1036.The geoid height was determined by GEOID03.
 FL1036
 FL1036.The dynamic height is computed by dividing the NAVD 88
 FL1036.geopotential number by the normal gravity value computed on the
 FL1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1036.degrees latitude (g = 980.6199 gals.).
 FL1036
 FL1036.The modeled gravity was interpolated from observed gravity values.
 FL1036
 FL1036;                    North         East    Units  Estimated Accuracy
 FL1036;SPC TX N     - 1,152,450.      205,630.      MT  (+/- 180 meters Scaled)
 FL1036
 FL1036                          SUPERSEDED SURVEY CONTROL
 FL1036
 FL1036  NGVD 29 (??/??/92) 1064.600  (m)         3492.78   (f) ADJ UNCH    2 0
 FL1036
 FL1036.Superseded values are not recommended for survey control.
 FL1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1036.See file dsdata.txt to determine how the superseded data were derived.
 FL1036
 FL1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE785172(NAD 83)
 FL1036_MARKER: DB = BENCH MARK DISK
 FL1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1036_STAMPING: K 534 1935
 FL1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1036+STABILITY: SURFACE MOTION
 FL1036
 FL1036  HISTORY     - Date     Condition        Report By
 FL1036  HISTORY     - 1935     MONUMENTED       CGS
 FL1036  HISTORY     - 1965     MARK NOT FOUND   USGS
 FL1036
 FL1036                          STATION DESCRIPTION
 FL1036
 FL1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1036'5.0 MI NW FROM PANHANDLE.
 FL1036'5.0 MILES NORTHWEST OF A.T. AND S.F. RR DEPOT BY RAIL. ALONG THE
 FL1036'PANHANDLE AND SANTA FE RAILROAD BETWEEN PANHANDLE AND BORGER, AT THE
 FL1036'SOUTH END OF THE FIRST LONG CUT NORTH OF RAILROAD JUNCTION.  3 1/2
 FL1036'POLE. SOUTH OF MILE POST 4, ACROSS THE TRACKS FROM THE CRAIG RANCH
 FL1036'HOUSE.  97 FEET NORTH OF CENTER OF IRON GATE IN RIGHT OF WAY FENCE,
 FL1036'47.3 FEET EAST OF EAST RAIL, AND 2.7 FEET WEST OF EAST RIGHT OF WAY
 FL1036'FENCE.
 FL1036
 FL1036                          STATION RECOVERY (1965)
 FL1036
 FL1036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FL1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1303 ***********************************************************************
 FL1303  DESIGNATION -  K 536
 FL1303  PID         -  FL1303
 FL1303  STATE/COUNTY-  TX/CARSON
 FL1303  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1303
 FL1303                         *CURRENT SURVEY CONTROL
 FL1303  ___________________________________________________________________
 FL1303* NAD 83(1986)-  35 15 58.     (N)    101 36 28.     (W)     SCALED    
 FL1303* NAVD 88     -      1070.731  (meters)    3512.89   (feet)  ADJUSTED  
 FL1303  ___________________________________________________________________
 FL1303  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL1303  DYNAMIC HT  -        1069.458 (meters)    3508.71  (feet)  COMP
 FL1303  MODELED GRAV-     979,408.5   (mgal)                       NAVD 88
 FL1303
 FL1303  VERT ORDER  -  SECOND    CLASS 0
 FL1303
 FL1303.The horizontal coordinates were scaled from a topographic map and have
 FL1303.an estimated accuracy of +/- 6 seconds.
 FL1303
 FL1303.The orthometric height was determined by differential leveling
 FL1303.and adjusted by the National Geodetic Survey in June 1991..
 FL1303
 FL1303.The geoid height was determined by GEOID03.
 FL1303
 FL1303.The dynamic height is computed by dividing the NAVD 88
 FL1303.geopotential number by the normal gravity value computed on the
 FL1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1303.degrees latitude (g = 980.6199 gals.).
 FL1303
 FL1303.The modeled gravity was interpolated from observed gravity values.
 FL1303
 FL1303;                    North         East    Units  Estimated Accuracy
 FL1303;SPC TX N     - 1,140,460.      190,190.      MT  (+/- 180 meters Scaled)
 FL1303
 FL1303                          SUPERSEDED SURVEY CONTROL
 FL1303
 FL1303  NGVD 29 (??/??/92) 1070.227  (m)         3511.24   (f) ADJ UNCH    2 0
 FL1303
 FL1303.Superseded values are not recommended for survey control.
 FL1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1303.See file dsdata.txt to determine how the superseded data were derived.
 FL1303
 FL1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE627056(NAD 83)
 FL1303_MARKER: DB = BENCH MARK DISK
 FL1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1303_STAMPING: K 536 1935
 FL1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1303+STABILITY: SURFACE MOTION
 FL1303
 FL1303  HISTORY     - Date     Condition        Report By
 FL1303  HISTORY     - 1935     MONUMENTED       CGS
 FL1303
 FL1303                          STATION DESCRIPTION
 FL1303
 FL1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1303'1.0 MI E FROM ST FRANCIS.
 FL1303'1.0 MILE EAST OF DEPOT BY RAIL.  ALONG THE SANTE FE RAILROAD BETWEEN
 FL1303'ST FRANCIS AND PANHANDLE.  9 RAILS WEST OF STUCCO BUILDING, 4 RAILS
 FL1303'WEST OF MILE POST 540, BETWEEN THE RAILROAD TRACKS AND STATE HIGHWAY
 FL1303'NO. 33, 43 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 6.3 FEET NORTH OF
 FL1303'THE SOUTH RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0828 ***********************************************************************
 FL0828  DESIGNATION -  K 537
 FL0828  PID         -  FL0828
 FL0828  STATE/COUNTY-  TX/CARSON
 FL0828  USGS QUAD   -  MC BRIDE (1978)
 FL0828
 FL0828                         *CURRENT SURVEY CONTROL
 FL0828  ___________________________________________________________________
 FL0828* NAD 83(1986)-  35 30 53.     (N)    101 25 55.     (W)     SCALED    
 FL0828* NAVD 88     -      1016.885  (meters)    3336.23   (feet)  ADJUSTED  
 FL0828  ___________________________________________________________________
 FL0828  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 FL0828  DYNAMIC HT  -        1015.718 (meters)    3332.40  (feet)  COMP
 FL0828  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 FL0828
 FL0828  VERT ORDER  -  SECOND    CLASS 0
 FL0828
 FL0828.The horizontal coordinates were scaled from a topographic map and have
 FL0828.an estimated accuracy of +/- 6 seconds.
 FL0828
 FL0828.The orthometric height was determined by differential leveling
 FL0828.and adjusted by the National Geodetic Survey in June 1991..
 FL0828
 FL0828.The geoid height was determined by GEOID03.
 FL0828
 FL0828.The dynamic height is computed by dividing the NAVD 88
 FL0828.geopotential number by the normal gravity value computed on the
 FL0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0828.degrees latitude (g = 980.6199 gals.).
 FL0828
 FL0828.The modeled gravity was interpolated from observed gravity values.
 FL0828
 FL0828;                    North         East    Units  Estimated Accuracy
 FL0828;SPC TX N     - 1,168,040.      206,170.      MT  (+/- 180 meters Scaled)
 FL0828
 FL0828                          SUPERSEDED SURVEY CONTROL
 FL0828
 FL0828  NGVD 29 (??/??/92) 1016.397  (m)         3334.63   (f) ADJ UNCH    2 0
 FL0828
 FL0828.Superseded values are not recommended for survey control.
 FL0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0828.See file dsdata.txt to determine how the superseded data were derived.
 FL0828
 FL0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE794328(NAD 83)
 FL0828_MARKER: DB = BENCH MARK DISK
 FL0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0828_STAMPING: K 537 1935
 FL0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0828+STABILITY: SURFACE MOTION
 FL0828
 FL0828  HISTORY     - Date     Condition        Report By
 FL0828  HISTORY     - 1935     MONUMENTED       CGS
 FL0828
 FL0828                          STATION DESCRIPTION
 FL0828
 FL0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0828'11.3 MI SW FROM BORGER.
 FL0828'11.3 MILES SOUTHWEST OF POST OFFICE BY ROAD AND TRAIL.  TO REACH FROM
 FL0828'BORGER POST OFFICE GO 9.5 MILES SOUTH ALONG STATE HIGHWAY NO. 117,
 FL0828'THENCE 1.8 MILES WEST ALONG TRAIL.  ON TOP OF LARGE HILL, IN TELEPHONE
 FL0828'POLE LINE.  0.3 MILE EAST OF SMALL CREEK, 31.4 FEET NORTH OF
 FL0828'CENTERLINE OF TRAIL, AND 3.0 FEET EAST OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0151 ***********************************************************************
 FM0151  DESIGNATION -  K 538
 FM0151  PID         -  FM0151
 FM0151  STATE/COUNTY-  TX/MOORE
 FM0151  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0151
 FM0151                         *CURRENT SURVEY CONTROL
 FM0151  ___________________________________________________________________
 FM0151* NAD 83(1986)-  35 41 53.     (N)    102 09 35.     (W)     SCALED    
 FM0151* NAVD 88     -      1159.639  (meters)    3804.58   (feet)  ADJUSTED  
 FM0151  ___________________________________________________________________
 FM0151  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FM0151  DYNAMIC HT  -        1158.268 (meters)    3800.08  (feet)  COMP
 FM0151  MODELED GRAV-     979,411.8   (mgal)                       NAVD 88
 FM0151
 FM0151  VERT ORDER  -  SECOND    CLASS 0
 FM0151
 FM0151.The horizontal coordinates were scaled from a topographic map and have
 FM0151.an estimated accuracy of +/- 6 seconds.
 FM0151
 FM0151.The orthometric height was determined by differential leveling
 FM0151.and adjusted by the National Geodetic Survey in June 1991..
 FM0151
 FM0151.The geoid height was determined by GEOID03.
 FM0151
 FM0151.The dynamic height is computed by dividing the NAVD 88
 FM0151.geopotential number by the normal gravity value computed on the
 FM0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0151.degrees latitude (g = 980.6199 gals.).
 FM0151
 FM0151.The modeled gravity was interpolated from observed gravity values.
 FM0151
 FM0151;                    North         East    Units  Estimated Accuracy
 FM0151;SPC TX N     - 1,188,580.      140,300.      MT  (+/- 180 meters Scaled)
 FM0151
 FM0151                          SUPERSEDED SURVEY CONTROL
 FM0151
 FM0151  NGVD 29 (??/??/92) 1159.074  (m)         3802.73   (f) ADJ UNCH    2 0
 FM0151
 FM0151.Superseded values are not recommended for survey control.
 FM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0151.See file dsdata.txt to determine how the superseded data were derived.
 FM0151
 FM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV569541(NAD 83)
 FM0151_MARKER: DB = BENCH MARK DISK
 FM0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0151_STAMPING: K-538 1935
 FM0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0151+STABILITY: SURFACE MOTION
 FM0151
 FM0151  HISTORY     - Date     Condition        Report By
 FM0151  HISTORY     - 1935     MONUMENTED       CGS
 FM0151
 FM0151                          STATION DESCRIPTION
 FM0151
 FM0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0151'21.2 MI SW FROM DUMAS.
 FM0151'TO REACH BENCHMARK FROM COURT HOUSE GO 0.5 MILE SOUTH ALONG HIGHWAY
 FM0151'NO. 9, THENCE 2.4 MILES WEST TO SOUTH TURN IN ROAD, CONTINUE THENCE
 FM0151'WEST 1.0 MILE ALONG TRAIL AND POLE LINE, THENCE SOUTH ALONG FENCE AND
 FM0151'POLE LINE 1.9 MILES TO JUNCTION OF TRAIL AND ROAD, CONTINUE THENCE
 FM0151'SOUTH ALONG GRADED ROAD 1.1 MILES TO ROAD JUNCTION, THENCE WEST 4.9
 FM0151'MILES TO FENCE CROSSING ROAD, THENCE SOUTH 3.0 MILES ALONG TRAIL TO
 FM0151'MIDDLE WELLS SCHOOL, THENCE 1.9 MILES WEST, THENCE 4.5 MILES SOUTH.
 FM0151'BENCHMARK IS SET ALONG SECTION LINE ROAD BETWEEN STATE HIGHWAY NO. 385
 FM0151'AND DUMAS, 11.0 MILES WEST AND 0.4 MILE NORTH OF FOUR WAY STORE. BEING
 FM0151'1.3 FEET EAST OF RIGHT-OF-WAY-FENCE, AND 21.7 FEET EAST OF CENTER-LINE
 FM0151'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0216 ***********************************************************************
 FM0216  DESIGNATION -  K 539
 FM0216  PID         -  FM0216
 FM0216  STATE/COUNTY-  TX/HARTLEY
 FM0216  USGS QUAD   -  CHANNING NW (1971)
 FM0216
 FM0216                         *CURRENT SURVEY CONTROL
 FM0216  ___________________________________________________________________
 FM0216* NAD 83(1986)-  35 42 26.     (N)    102 25 47.     (W)     SCALED    
 FM0216* NAVD 88     -      1129.898  (meters)    3707.01   (feet)  ADJUSTED  
 FM0216  ___________________________________________________________________
 FM0216  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 FM0216  DYNAMIC HT  -        1128.571 (meters)    3702.65  (feet)  COMP
 FM0216  MODELED GRAV-     979,420.2   (mgal)                       NAVD 88
 FM0216
 FM0216  VERT ORDER  -  SECOND    CLASS 0
 FM0216
 FM0216.The horizontal coordinates were scaled from a topographic map and have
 FM0216.an estimated accuracy of +/- 6 seconds.
 FM0216
 FM0216.The orthometric height was determined by differential leveling
 FM0216.and adjusted by the National Geodetic Survey in June 1991..
 FM0216
 FM0216.The geoid height was determined by GEOID03.
 FM0216
 FM0216.The dynamic height is computed by dividing the NAVD 88
 FM0216.geopotential number by the normal gravity value computed on the
 FM0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0216.degrees latitude (g = 980.6199 gals.).
 FM0216
 FM0216.The modeled gravity was interpolated from observed gravity values.
 FM0216
 FM0216;                    North         East    Units  Estimated Accuracy
 FM0216;SPC TX N     - 1,189,790.      115,870.      MT  (+/- 180 meters Scaled)
 FM0216
 FM0216                          SUPERSEDED SURVEY CONTROL
 FM0216
 FM0216  NGVD 29 (??/??/92) 1129.359  (m)         3705.24   (f) ADJ UNCH    2 0
 FM0216
 FM0216.Superseded values are not recommended for survey control.
 FM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0216.See file dsdata.txt to determine how the superseded data were derived.
 FM0216
 FM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV325545(NAD 83)
 FM0216_MARKER: DB = BENCH MARK DISK
 FM0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0216_STAMPING: K 539 1935
 FM0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0216+STABILITY: SURFACE MOTION
 FM0216
 FM0216  HISTORY     - Date     Condition        Report By
 FM0216  HISTORY     - 1935     MONUMENTED       CGS
 FM0216  HISTORY     - 1943     GOOD             NGS
 FM0216  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0216
 FM0216                          STATION DESCRIPTION
 FM0216
 FM0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FM0216'6.6 MI NW FROM CHANNING.
 FM0216'0.5 MILE NORTH, THENCE 6.1 MILES WEST ALONG GRADED ROADS FROM THE POST
 FM0216'OFFICE AT CHANNING, 1.5 MILES NORTHEAST OF ROAD LEADING SOUTH, 0.3
 FM0216'MILE NORTHEAST OF STONE CORRAL AND WIND MILL, 500.0 FEET SOUTHWEST OF
 FM0216'BENCH MARK Y 377, 83.0 FEET NORTHWEST OF CENTER-LINE OF ABANDONED OLD
 FM0216'ROAD, 26.0 FEET SOUTHEAST OF CENTERLINE OF ROAD, SET IN TOP OF
 FM0216'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 FM0216
 FM0216                          STATION RECOVERY (1971)
 FM0216
 FM0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0358 ***********************************************************************
 FM0358  DESIGNATION -  K 540
 FM0358  PID         -  FM0358
 FM0358  STATE/COUNTY-  TX/RANDALL
 FM0358  USGS QUAD   -  BIVINS LAKE (1984)
 FM0358
 FM0358                         *CURRENT SURVEY CONTROL
 FM0358  ___________________________________________________________________
 FM0358* NAD 83(1986)-  35 07 18.     (N)    102 03 50.     (W)     SCALED    
 FM0358* NAVD 88     -      1153.978  (meters)    3786.01   (feet)  ADJUSTED  
 FM0358  ___________________________________________________________________
 FM0358  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 FM0358  DYNAMIC HT  -        1152.573 (meters)    3781.40  (feet)  COMP
 FM0358  MODELED GRAV-     979,376.7   (mgal)                       NAVD 88
 FM0358
 FM0358  VERT ORDER  -  SECOND    CLASS 0
 FM0358
 FM0358.The horizontal coordinates were scaled from a topographic map and have
 FM0358.an estimated accuracy of +/- 6 seconds.
 FM0358
 FM0358.The orthometric height was determined by differential leveling
 FM0358.and adjusted by the National Geodetic Survey in June 1991..
 FM0358
 FM0358.The geoid height was determined by GEOID03.
 FM0358
 FM0358.The dynamic height is computed by dividing the NAVD 88
 FM0358.geopotential number by the normal gravity value computed on the
 FM0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0358.degrees latitude (g = 980.6199 gals.).
 FM0358
 FM0358.The modeled gravity was interpolated from observed gravity values.
 FM0358
 FM0358;                    North         East    Units  Estimated Accuracy
 FM0358;SPC TX N     - 1,124,580.      148,600.      MT  (+/- 180 meters Scaled)
 FM0358
 FM0358                          SUPERSEDED SURVEY CONTROL
 FM0358
 FM0358  NGVD 29 (??/??/92) 1153.472  (m)         3784.35   (f) ADJ UNCH    2 0
 FM0358
 FM0358.Superseded values are not recommended for survey control.
 FM0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0358.See file dsdata.txt to determine how the superseded data were derived.
 FM0358
 FM0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU675904(NAD 83)
 FM0358_MARKER: DB = BENCH MARK DISK
 FM0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0358_STAMPING: K 540 1935
 FM0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0358+STABILITY: SURFACE MOTION
 FM0358
 FM0358  HISTORY     - Date     Condition        Report By
 FM0358  HISTORY     - 1935     MONUMENTED       CGS
 FM0358  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0358  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0358
 FM0358                          STATION DESCRIPTION
 FM0358
 FM0358'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FM0358'4.9 MI S FROM BUSHLAND.
 FM0358'IN RANDALL COUNTY, 4.9 MILES SOUTH ALONG THE UMBARGER ROAD FROM THE
 FM0358'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT BUSHLAND, POTTER
 FM0358'COUNTY, 0.3 MILE NORTHEAST OF A SMALL WHITE RANCH HOUSE, 0.2 MILE
 FM0358'NORTH OF THE JUNCTION OF A ROAD LEADING EAST, 32.3 FEET EAST OF THE
 FM0358'CENTERLINE OF THE ROAD, 1.3 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND
 FM0358'SET IN THE TOP OF A CONCRETE POST.
 FM0358
 FM0358                          STATION RECOVERY (1980)
 FM0358
 FM0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0726 ***********************************************************************
 FL0726  DESIGNATION -  K 541
 FL0726  PID         -  FL0726
 FL0726  STATE/COUNTY-  TX/ROBERTS
 FL0726  USGS QUAD   -  SKELLYTOWN NE (1971)
 FL0726
 FL0726                         *CURRENT SURVEY CONTROL
 FL0726  ___________________________________________________________________
 FL0726* NAD 83(1986)-  35 43 25.     (N)    101 00 18.     (W)     SCALED    
 FL0726* NAVD 88     -       945.735  (meters)    3102.80   (feet)  ADJUSTED  
 FL0726  ___________________________________________________________________
 FL0726  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FL0726  DYNAMIC HT  -         944.679 (meters)    3099.33  (feet)  COMP
 FL0726  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 FL0726
 FL0726  VERT ORDER  -  SECOND    CLASS 0
 FL0726
 FL0726.The horizontal coordinates were scaled from a topographic map and have
 FL0726.an estimated accuracy of +/- 6 seconds.
 FL0726
 FL0726.The orthometric height was determined by differential leveling
 FL0726.and adjusted by the National Geodetic Survey in June 1991..
 FL0726
 FL0726.The geoid height was determined by GEOID03.
 FL0726
 FL0726.The dynamic height is computed by dividing the NAVD 88
 FL0726.geopotential number by the normal gravity value computed on the
 FL0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0726.degrees latitude (g = 980.6199 gals.).
 FL0726
 FL0726.The modeled gravity was interpolated from observed gravity values.
 FL0726
 FL0726;                    North         East    Units  Estimated Accuracy
 FL0726;SPC TX N     - 1,191,330.      244,780.      MT  (+/- 180 meters Scaled)
 FL0726
 FL0726                          SUPERSEDED SURVEY CONTROL
 FL0726
 FL0726  NGVD 29 (??/??/92)  945.299  (m)         3101.37   (f) ADJ UNCH    2 0
 FL0726
 FL0726.Superseded values are not recommended for survey control.
 FL0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0726.See file dsdata.txt to determine how the superseded data were derived.
 FL0726
 FL0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE186551(NAD 83)
 FL0726_MARKER: DB = BENCH MARK DISK
 FL0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0726_STAMPING: K 541 1935
 FL0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0726+STABILITY: SURFACE MOTION
 FL0726
 FL0726  HISTORY     - Date     Condition        Report By
 FL0726  HISTORY     - 1935     MONUMENTED       CGS
 FL0726  HISTORY     - 1948     GOOD             LOCENG
 FL0726
 FL0726                          STATION DESCRIPTION
 FL0726
 FL0726'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 FL0726'15.9 MI N FROM PAMPA.
 FL0726'IN ROBERTS COUNTY, 15.9 MILES NORTH OF PAMPA, GRAY COUNTY.  THIS BENCH
 FL0726'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 7.4 MILES NORTH, 2.0
 FL0726'MILES WEST AND 0.8 MILE NORTH ALONG GRADED ROADS AND THENCE 5.7 MILES
 FL0726'NORTHWEST ALONG A TRAIL.  IT IS 0.5 MILE SOUTHWEST OF A RANCH HOUSE,
 FL0726'20.8 FEET EAST OF THE EAST END OF AN AUTOMOBILE GATE, 24.6 FEET EAST
 FL0726'OF THE CENTERLINE OF THE TRAIL, AND 2.8 FEET WEST OF THE SECTION-LINE
 FL0726'FENCE.  A STANDARD DISK, STAMPED K 541 1935 AND SET IN THE TOP OF A
 FL0726'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0765 ***********************************************************************
 FL0765  DESIGNATION -  K 542
 FL0765  PID         -  FL0765
 FL0765  STATE/COUNTY-  TX/HUTCHINSON
 FL0765  USGS QUAD   -  PHILLIPS (1978)
 FL0765
 FL0765                         *CURRENT SURVEY CONTROL
 FL0765  ___________________________________________________________________
 FL0765* NAD 83(1986)-  35 42 49.     (N)    101 15 45.     (W)     SCALED    
 FL0765* NAVD 88     -       929.695  (meters)    3050.17   (feet)  ADJUSTED  
 FL0765  ___________________________________________________________________
 FL0765  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 FL0765  DYNAMIC HT  -         928.658 (meters)    3046.77  (feet)  COMP
 FL0765  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 FL0765
 FL0765  VERT ORDER  -  SECOND    CLASS 0
 FL0765
 FL0765.The horizontal coordinates were scaled from a topographic map and have
 FL0765.an estimated accuracy of +/- 6 seconds.
 FL0765
 FL0765.The orthometric height was determined by differential leveling
 FL0765.and adjusted by the National Geodetic Survey in June 1991..
 FL0765
 FL0765.The geoid height was determined by GEOID03.
 FL0765
 FL0765.The dynamic height is computed by dividing the NAVD 88
 FL0765.geopotential number by the normal gravity value computed on the
 FL0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0765.degrees latitude (g = 980.6199 gals.).
 FL0765
 FL0765.The modeled gravity was interpolated from observed gravity values.
 FL0765
 FL0765;                    North         East    Units  Estimated Accuracy
 FL0765;SPC TX N     - 1,190,130.      221,490.      MT  (+/- 180 meters Scaled)
 FL0765
 FL0765                          SUPERSEDED SURVEY CONTROL
 FL0765
 FL0765  NGVD 29 (??/??/92)  929.249  (m)         3048.71   (f) ADJ UNCH    2 0
 FL0765
 FL0765.Superseded values are not recommended for survey control.
 FL0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0765.See file dsdata.txt to determine how the superseded data were derived.
 FL0765
 FL0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE953545(NAD 83)
 FL0765_MARKER: DB = BENCH MARK DISK
 FL0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0765_STAMPING: K 542 1935
 FL0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0765+STABILITY: SURFACE MOTION
 FL0765
 FL0765  HISTORY     - Date     Condition        Report By
 FL0765  HISTORY     - 1935     MONUMENTED       CGS
 FL0765  HISTORY     - 1971     GOOD             USGS
 FL0765
 FL0765                          STATION DESCRIPTION
 FL0765
 FL0765'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FL0765'9.4 MI NE FROM BORGER.
 FL0765'BORGER POST OFFICE, 5.0 MI E OF ALONG STATE HIGHWAY 152, THENCE N
 FL0765'ALONG FARM ROAD 280 3.8 MILES TO A GRADED RD NE, THENCE 0.6 MI NE TO A
 FL0765'CATTLE GUARD.  BM IS 45 FT N OF CENTERLINE OF THE ROAD AND 12 FT E OF
 FL0765'A FENCE.  A STANDARD TABLET STAMPED K 542 1935 AND SET IN THE TOP OF A
 FL0765'CONCRETE POST PROJECTING ABOUT 1.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0572 ***********************************************************************
 FL0572  DESIGNATION -  K 543
 FL0572  PID         -  FL0572
 FL0572  STATE/COUNTY-  TX/ROBERTS
 FL0572  USGS QUAD   -  MIAMI (1972)
 FL0572
 FL0572                         *CURRENT SURVEY CONTROL
 FL0572  ___________________________________________________________________
 FL0572* NAD 83(1986)-  35 44 40.     (N)    100 42 34.     (W)     SCALED    
 FL0572* NAVD 88     -       934.460  (meters)    3065.81   (feet)  ADJUSTED  
 FL0572  ___________________________________________________________________
 FL0572  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 FL0572  DYNAMIC HT  -         933.422 (meters)    3062.40  (feet)  COMP
 FL0572  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 FL0572
 FL0572  VERT ORDER  -  SECOND    CLASS 0
 FL0572
 FL0572.The horizontal coordinates were scaled from a topographic map and have
 FL0572.an estimated accuracy of +/- 6 seconds.
 FL0572
 FL0572.The orthometric height was determined by differential leveling
 FL0572.and adjusted by the National Geodetic Survey in June 1991..
 FL0572
 FL0572.The geoid height was determined by GEOID03.
 FL0572
 FL0572.The dynamic height is computed by dividing the NAVD 88
 FL0572.geopotential number by the normal gravity value computed on the
 FL0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0572.degrees latitude (g = 980.6199 gals.).
 FL0572
 FL0572.The modeled gravity was interpolated from observed gravity values.
 FL0572
 FL0572;                    North         East    Units  Estimated Accuracy
 FL0572;SPC TX N     - 1,193,810.      271,500.      MT  (+/- 180 meters Scaled)
 FL0572
 FL0572                          SUPERSEDED SURVEY CONTROL
 FL0572
 FL0572  NGVD 29 (??/??/92)  934.051  (m)         3064.47   (f) ADJ UNCH    2 0
 FL0572
 FL0572.Superseded values are not recommended for survey control.
 FL0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0572.See file dsdata.txt to determine how the superseded data were derived.
 FL0572
 FL0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE454569(NAD 83)
 FL0572_MARKER: DB = BENCH MARK DISK
 FL0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0572_STAMPING: K 543 1935
 FL0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0572+STABILITY: SURFACE MOTION
 FL0572
 FL0572  HISTORY     - Date     Condition        Report By
 FL0572  HISTORY     - 1935     MONUMENTED       CGS
 FL0572  HISTORY     - 1972     MARK NOT FOUND   USGS
 FL0572
 FL0572                          STATION DESCRIPTION
 FL0572
 FL0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0572'6.4 MI NW FROM MIAMI.
 FL0572'6.4 MILES NORTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE AT MIAMI,
 FL0572'0.9 MILE SOUTHEAST OF A ROAD JUNCTION, 0.5 MILE SOUTH OF A RANCH
 FL0572'HOUSE, ABOUT 700 FEET WEST OF A SOUTH CURVE IN THE ROAD, 39.4 FEET
 FL0572'NORTH OF THE CENTERLINE OF THE ROAD, AND 1.7 FEET NORTH OF THE
 FL0572'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 543 1935 AND SET IN
 FL0572'THE TOP OF A CONCRETE POST.
 FL0572
 FL0572                          STATION RECOVERY (1972)
 FL0572
 FL0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FL0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0549 ***********************************************************************
 FL0549  DESIGNATION -  K 544
 FL0549  PID         -  FL0549
 FL0549  STATE/COUNTY-  TX/ROBERTS
 FL0549  USGS QUAD   -  HORSE CREEK SOUTH (1972)
 FL0549
 FL0549                         *CURRENT SURVEY CONTROL
 FL0549  ___________________________________________________________________
 FL0549* NAD 83(1986)-  35 48 09.     (N)    100 44 36.     (W)     SCALED    
 FL0549* NAVD 88     -       920.662  (meters)    3020.54   (feet)  ADJUSTED  
 FL0549  ___________________________________________________________________
 FL0549  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FL0549  DYNAMIC HT  -         919.649 (meters)    3017.22  (feet)  COMP
 FL0549  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 FL0549
 FL0549  VERT ORDER  -  SECOND    CLASS 0
 FL0549
 FL0549.The horizontal coordinates were scaled from a topographic map and have
 FL0549.an estimated accuracy of +/- 6 seconds.
 FL0549
 FL0549.The orthometric height was determined by differential leveling
 FL0549.and adjusted by the National Geodetic Survey in June 1991..
 FL0549
 FL0549.The geoid height was determined by GEOID03.
 FL0549
 FL0549.The dynamic height is computed by dividing the NAVD 88
 FL0549.geopotential number by the normal gravity value computed on the
 FL0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0549.degrees latitude (g = 980.6199 gals.).
 FL0549
 FL0549.The modeled gravity was interpolated from observed gravity values.
 FL0549
 FL0549;                    North         East    Units  Estimated Accuracy
 FL0549;SPC TX N     - 1,200,230.      268,390.      MT  (+/- 180 meters Scaled)
 FL0549
 FL0549                          SUPERSEDED SURVEY CONTROL
 FL0549
 FL0549  NGVD 29 (??/??/92)  920.260  (m)         3019.22   (f) ADJ UNCH    2 0
 FL0549
 FL0549.Superseded values are not recommended for survey control.
 FL0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0549.See file dsdata.txt to determine how the superseded data were derived.
 FL0549
 FL0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE424634(NAD 83)
 FL0549_MARKER: DB = BENCH MARK DISK
 FL0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0549_STAMPING: K 544 1935
 FL0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0549+STABILITY: SURFACE MOTION
 FL0549
 FL0549  HISTORY     - Date     Condition        Report By
 FL0549  HISTORY     - 1935     MONUMENTED       CGS
 FL0549  HISTORY     - 1955     GOOD             NGS
 FL0549  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0549
 FL0549                          STATION DESCRIPTION
 FL0549
 FL0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FL0549'11.8 MI NW FROM MIAMI.
 FL0549'11.8 MILES NORTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 FL0549'MIAMI, 4.0 MILES NORTH OF A ROAD JUNCTION, 0.5 MILE SOUTH OF THE SEVEN
 FL0549'BAR RANCH, 0.4 MILE NORTH OF A T-ROAD JUNCTION, 28.4 FEET EAST OF THE
 FL0549'CENTERLINE OF THE ROAD, 14.7 FEET SOUTHEAST OF A CORNER FENCEPOST, AND
 FL0549'4.4 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K
 FL0549'544 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- RD. WORK IN
 FL0549'AREA.
 FL0549
 FL0549                          STATION RECOVERY (1971)
 FL0549
 FL0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0842 ***********************************************************************
 FL0842  DESIGNATION -  K 545
 FL0842  PID         -  FL0842
 FL0842  STATE/COUNTY-  TX/CARSON
 FL0842  USGS QUAD   -  BORGER SE (1978)
 FL0842
 FL0842                         *CURRENT SURVEY CONTROL
 FL0842  ___________________________________________________________________
 FL0842* NAD 83(1986)-  35 30 58.     (N)    101 15 25.     (W)     SCALED    
 FL0842* NAVD 88     -      1016.924  (meters)    3336.36   (feet)  ADJUSTED  
 FL0842  ___________________________________________________________________
 FL0842  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 FL0842  DYNAMIC HT  -        1015.775 (meters)    3332.59  (feet)  COMP
 FL0842  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 FL0842
 FL0842  VERT ORDER  -  SECOND    CLASS 0
 FL0842
 FL0842.The horizontal coordinates were scaled from a topographic map and have
 FL0842.an estimated accuracy of +/- 6 seconds.
 FL0842
 FL0842.The orthometric height was determined by differential leveling
 FL0842.and adjusted by the National Geodetic Survey in June 1991..
 FL0842
 FL0842.The geoid height was determined by GEOID03.
 FL0842
 FL0842.The dynamic height is computed by dividing the NAVD 88
 FL0842.geopotential number by the normal gravity value computed on the
 FL0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0842.degrees latitude (g = 980.6199 gals.).
 FL0842
 FL0842.The modeled gravity was interpolated from observed gravity values.
 FL0842
 FL0842;                    North         East    Units  Estimated Accuracy
 FL0842;SPC TX N     - 1,168,220.      222,050.      MT  (+/- 180 meters Scaled)
 FL0842
 FL0842                          SUPERSEDED SURVEY CONTROL
 FL0842
 FL0842  NGVD 29 (??/??/92) 1016.464  (m)         3334.85   (f) ADJ UNCH    2 0
 FL0842
 FL0842.Superseded values are not recommended for survey control.
 FL0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0842.See file dsdata.txt to determine how the superseded data were derived.
 FL0842
 FL0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE953326(NAD 83)
 FL0842_MARKER: DB = BENCH MARK DISK
 FL0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0842_STAMPING: K 545 1935
 FL0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0842+STABILITY: SURFACE MOTION
 FL0842
 FL0842  HISTORY     - Date     Condition        Report By
 FL0842  HISTORY     - 1935     MONUMENTED       CGS
 FL0842
 FL0842                          STATION DESCRIPTION
 FL0842
 FL0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0842'5.0 MI N FROM WHITE DEER.
 FL0842'5.0 MILES NORTH ALONG STATE HIGWHAY 117 FROM THE POST OFFICE AT WHITE
 FL0842'DEER, CARSON COUNTY, 4.0 MILES WEST ALONG A TRAIL AND PIPE LINE. 61.6
 FL0842'FEET SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 47.8 FEET SOUTH
 FL0842'OF THE SOUTH END OF AN AUTOMOBILE GATE, 26.7 FEET EAST OF THE
 FL0842'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 12.1 FEET NORTH OF A ROW OF
 FL0842'POLES, AND 5.8 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD
 FL0842'DISK, STAMPED K 545 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0101 ***********************************************************************
 FL0101  DESIGNATION -  K 548
 FL0101  PID         -  FL0101
 FL0101  STATE/COUNTY-  TX/WHEELER
 FL0101  USGS QUAD   -  MOBEETIE (1963)
 FL0101
 FL0101                         *CURRENT SURVEY CONTROL
 FL0101  ___________________________________________________________________
 FL0101* NAD 83(1986)-  35 32 09.     (N)    100 27 13.     (W)     SCALED    
 FL0101* NAVD 88     -       816.791  (meters)    2679.76   (feet)  ADJUSTED  
 FL0101  ___________________________________________________________________
 FL0101  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 FL0101  DYNAMIC HT  -         815.906 (meters)    2676.85  (feet)  COMP
 FL0101  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 FL0101
 FL0101  VERT ORDER  -  SECOND    CLASS 0
 FL0101
 FL0101.The horizontal coordinates were scaled from a topographic map and have
 FL0101.an estimated accuracy of +/- 6 seconds.
 FL0101
 FL0101.The orthometric height was determined by differential leveling
 FL0101.and adjusted by the National Geodetic Survey in June 1991..
 FL0101
 FL0101.The geoid height was determined by GEOID03.
 FL0101
 FL0101.The dynamic height is computed by dividing the NAVD 88
 FL0101.geopotential number by the normal gravity value computed on the
 FL0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0101.degrees latitude (g = 980.6199 gals.).
 FL0101
 FL0101.The modeled gravity was interpolated from observed gravity values.
 FL0101
 FL0101;                    North         East    Units  Estimated Accuracy
 FL0101;SPC TX N     - 1,170,880.      294,890.      MT  (+/- 180 meters Scaled)
 FL0101
 FL0101                          SUPERSEDED SURVEY CONTROL
 FL0101
 FL0101  NGVD 29 (??/??/92)  816.448  (m)         2678.63   (f) ADJ UNCH    2 0
 FL0101
 FL0101.Superseded values are not recommended for survey control.
 FL0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0101.See file dsdata.txt to determine how the superseded data were derived.
 FL0101
 FL0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE682334(NAD 83)
 FL0101_MARKER: DB = BENCH MARK DISK
 FL0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0101_STAMPING: K 548 1935
 FL0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0101+STABILITY: SURFACE MOTION
 FL0101
 FL0101  HISTORY     - Date     Condition        Report By
 FL0101  HISTORY     - 1935     MONUMENTED       CGS
 FL0101
 FL0101                          STATION DESCRIPTION
 FL0101
 FL0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0101'0.9 MI W FROM MOBEETIE.
 FL0101'0.9 MI WEST OF A.T. AND S.F. DEPOT BY RAIL.  ALONG THE A.T. AND S.F.
 FL0101'RAILROAD BETWEEN MOBEETIE AND LAKETON, AT DIM ROAD CROSSING, JUST
 FL0101'NORTH OF FARM HOUSE.  52.6 FEET SOUTHWEST OF CENTER OF ROAD CROSSING,
 FL0101'45.1 FEET SOUTH OF SOUTH RAIL, 17.6 FEET WEST OF CENTERLINE OF ROAD,
 FL0101'AND 2.0 FEET NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0246 ***********************************************************************
 FL0246  DESIGNATION -  K 550
 FL0246  PID         -  FL0246
 FL0246  STATE/COUNTY-  TX/WHEELER
 FL0246  USGS QUAD   -  SPRING CREEK (1962)
 FL0246
 FL0246                         *CURRENT SURVEY CONTROL
 FL0246  ___________________________________________________________________
 FL0246* NAD 83(1986)-  35 23 51.     (N)    100 29 08.     (W)     SCALED    
 FL0246* NAVD 88     -       768.591  (meters)    2521.62   (feet)  ADJUSTED  
 FL0246  ___________________________________________________________________
 FL0246  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 FL0246  DYNAMIC HT  -         767.778 (meters)    2518.95  (feet)  COMP
 FL0246  MODELED GRAV-     979,549.7   (mgal)                       NAVD 88
 FL0246
 FL0246  VERT ORDER  -  SECOND    CLASS 0
 FL0246
 FL0246.The horizontal coordinates were scaled from a topographic map and have
 FL0246.an estimated accuracy of +/- 6 seconds.
 FL0246
 FL0246.The orthometric height was determined by differential leveling
 FL0246.and adjusted by the National Geodetic Survey in June 1991..
 FL0246
 FL0246.The geoid height was determined by GEOID03.
 FL0246
 FL0246.The dynamic height is computed by dividing the NAVD 88
 FL0246.geopotential number by the normal gravity value computed on the
 FL0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0246.degrees latitude (g = 980.6199 gals.).
 FL0246
 FL0246.The modeled gravity was interpolated from observed gravity values.
 FL0246
 FL0246;                    North         East    Units  Estimated Accuracy
 FL0246;SPC TX N     - 1,155,510.      292,150.      MT  (+/- 180 meters Scaled)
 FL0246
 FL0246                          SUPERSEDED SURVEY CONTROL
 FL0246
 FL0246  NGVD 29 (??/??/92)  768.264  (m)         2520.55   (f) ADJ UNCH    2 0
 FL0246
 FL0246.Superseded values are not recommended for survey control.
 FL0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0246.See file dsdata.txt to determine how the superseded data were derived.
 FL0246
 FL0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE650181(NAD 83)
 FL0246_MARKER: DB = BENCH MARK DISK
 FL0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0246_STAMPING: K-550 1935
 FL0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0246+STABILITY: SURFACE MOTION
 FL0246
 FL0246  HISTORY     - Date     Condition        Report By
 FL0246  HISTORY     - 1935     MONUMENTED       CGS
 FL0246
 FL0246                          STATION DESCRIPTION
 FL0246
 FL0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0246'12.0 MI SW FROM MABEETIE.
 FL0246'TO REACH BENCHMARK FROM DEPOT GO 1.3 MILES WEST ALONG RAILROAD, THENCE
 FL0246'1.1 MILES SOUTH ALONG GRADED ROAD, THENCE 1.4 MILES WEST ALONG STATE
 FL0246'HIGHWAY NO. 152, THENCE 8.2 MILES SOUTH ALONG GRADED ROAD. BENCHMARK
 FL0246'IS APPROXIMATELY 1000 FEET NORTH OF RIVER.  27.8 FEET WEST OF
 FL0246'CENTER-LINE OF ROAD.  1.4 FEET EAST OF RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0925 ***********************************************************************
 FL0925  DESIGNATION -  K 551
 FL0925  PID         -  FL0925
 FL0925  STATE/COUNTY-  TX/CARSON
 FL0925  USGS QUAD   -  WHITE DEER (1965)
 FL0925
 FL0925                         *CURRENT SURVEY CONTROL
 FL0925  ___________________________________________________________________
 FL0925* NAD 83(1986)-  35 23 57.     (N)    101 10 09.     (W)     SCALED    
 FL0925* NAVD 88     -      1021.122  (meters)    3350.13   (feet)  ADJUSTED  
 FL0925  ___________________________________________________________________
 FL0925  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0925  DYNAMIC HT  -        1019.960 (meters)    3346.32  (feet)  COMP
 FL0925  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 FL0925
 FL0925  VERT ORDER  -  SECOND    CLASS 0
 FL0925
 FL0925.The horizontal coordinates were scaled from a topographic map and have
 FL0925.an estimated accuracy of +/- 6 seconds.
 FL0925
 FL0925.The orthometric height was determined by differential leveling
 FL0925.and adjusted by the National Geodetic Survey in June 1991..
 FL0925
 FL0925.The geoid height was determined by GEOID03.
 FL0925
 FL0925.The dynamic height is computed by dividing the NAVD 88
 FL0925.geopotential number by the normal gravity value computed on the
 FL0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0925.degrees latitude (g = 980.6199 gals.).
 FL0925
 FL0925.The modeled gravity was interpolated from observed gravity values.
 FL0925
 FL0925;                    North         East    Units  Estimated Accuracy
 FL0925;SPC TX N     - 1,155,270.      230,050.      MT  (+/- 180 meters Scaled)
 FL0925
 FL0925                          SUPERSEDED SURVEY CONTROL
 FL0925
 FL0925  NGVD 29 (??/??/92) 1020.665  (m)         3348.63   (f) ADJ UNCH    2 0
 FL0925
 FL0925.Superseded values are not recommended for survey control.
 FL0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0925.See file dsdata.txt to determine how the superseded data were derived.
 FL0925
 FL0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE030194(NAD 83)
 FL0925_MARKER: DB = BENCH MARK DISK
 FL0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0925_STAMPING: K 551 1935
 FL0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0925+STABILITY: SURFACE MOTION
 FL0925
 FL0925  HISTORY     - Date     Condition        Report By
 FL0925  HISTORY     - 1935     MONUMENTED       CGS
 FL0925  HISTORY     - 1954     MARK NOT FOUND   NGS
 FL0925
 FL0925                          STATION DESCRIPTION
 FL0925
 FL0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FL0925'2.3 MI S FROM WHITE DEER.
 FL0925'2.3 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT WHITE
 FL0925'DEER, CARSON COUNTY, 0.3 MILE SOUTH OF A WHITE RANCHHOUSE, AT A ROAD
 FL0925'INTERSECTION, 62.3 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION,
 FL0925'47 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 36.7 FEET
 FL0925'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 4.7 FEET EAST OF
 FL0925'THE RIGHT-OF-WAY FENCE, AND 10.4 FEET NORTH OF A CORNER POST.  A
 FL0925'STANDARD DISK, STAMPED K 551 1935 AND SET IN THE TOP OF A CONCRETE
 FL0925'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0932 ***********************************************************************
 FL0932  DESIGNATION -  K 552
 FL0932  PID         -  FL0932
 FL0932  STATE/COUNTY-  TX/CARSON
 FL0932  USGS QUAD   -  PANHANDLE EAST (1966)
 FL0932
 FL0932                         *CURRENT SURVEY CONTROL
 FL0932  ___________________________________________________________________
 FL0932* NAD 83(1986)-  35 16 58.     (N)    101 17 58.     (W)     SCALED    
 FL0932* NAVD 88     -      1038.251  (meters)    3406.33   (feet)  ADJUSTED  
 FL0932  ___________________________________________________________________
 FL0932  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0932  DYNAMIC HT  -        1037.037 (meters)    3402.35  (feet)  COMP
 FL0932  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 FL0932
 FL0932  VERT ORDER  -  SECOND    CLASS 0
 FL0932
 FL0932.The horizontal coordinates were scaled from a topographic map and have
 FL0932.an estimated accuracy of +/- 6 seconds.
 FL0932
 FL0932.The orthometric height was determined by differential leveling
 FL0932.and adjusted by the National Geodetic Survey in June 1991..
 FL0932
 FL0932.The geoid height was determined by GEOID03.
 FL0932
 FL0932.The dynamic height is computed by dividing the NAVD 88
 FL0932.geopotential number by the normal gravity value computed on the
 FL0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0932.degrees latitude (g = 980.6199 gals.).
 FL0932
 FL0932.The modeled gravity was interpolated from observed gravity values.
 FL0932
 FL0932;                    North         East    Units  Estimated Accuracy
 FL0932;SPC TX N     - 1,142,330.      218,240.      MT  (+/- 180 meters Scaled)
 FL0932
 FL0932                          SUPERSEDED SURVEY CONTROL
 FL0932
 FL0932  NGVD 29 (??/??/92) 1037.76   (m)         3404.7    (f) COMPUTED    2 0
 FL0932
 FL0932.Superseded values are not recommended for survey control.
 FL0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0932.See file dsdata.txt to determine how the superseded data were derived.
 FL0932
 FL0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE908068(NAD 83)
 FL0932_MARKER: DB = BENCH MARK DISK
 FL0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0932_STAMPING: K 552 1935
 FL0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0932+STABILITY: SURFACE MOTION
 FL0932
 FL0932  HISTORY     - Date     Condition        Report By
 FL0932  HISTORY     - 1935     MONUMENTED       CGS
 FL0932  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0932
 FL0932                          STATION DESCRIPTION
 FL0932
 FL0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0932'10 MI NE FROM CONWAY.
 FL0932'10 MILES NORTHEAST OF CONWAY, CARSON COUNTY.  THIS BENCH MARK MAY BE
 FL0932'REACHED FROM THE POST OFFICE BY GOING 5.1 MILES NORTH ALONG STATE
 FL0932'HIGHWAY 117, 1.0 MILE EAST, 0.4 MILE SOUTH, AND 3.6 MILES EAST ALONG
 FL0932'GRADED ROADS.  IT IS ABOUT 0.6 MILE WEST OF A WHITE RANCH HOUSE, 0.3
 FL0932'MILE WEST OF A ROAD INTERSECTION, 42 FEET SOUTH OF THE CENTERLINE OF
 FL0932'THE EAST-AND-WEST ROAD, 18 FEET WEST OF A FENCE CORNER, AND 4.5 FEET
 FL0932'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 552 1935
 FL0932'AND SET IN THE TOP OF A CONCRETE POST.
 FL0932
 FL0932                          STATION RECOVERY (1966)
 FL0932
 FL0932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0450 ***********************************************************************
 FL0450  DESIGNATION -  K 553
 FL0450  PID         -  FL0450
 FL0450  STATE/COUNTY-  TX/GRAY
 FL0450  USGS QUAD   -  HUDGENS RANCH (1962)
 FL0450
 FL0450                         *CURRENT SURVEY CONTROL
 FL0450  ___________________________________________________________________
 FL0450* NAD 83(1986)-  35 20 34.     (N)    100 41 54.     (W)     SCALED    
 FL0450* NAVD 88     -       878.458  (meters)    2882.07   (feet)  ADJUSTED  
 FL0450  ___________________________________________________________________
 FL0450  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 FL0450  DYNAMIC HT  -         877.525 (meters)    2879.01  (feet)  COMP
 FL0450  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 FL0450
 FL0450  VERT ORDER  -  SECOND    CLASS 0
 FL0450
 FL0450.The horizontal coordinates were scaled from a topographic map and have
 FL0450.an estimated accuracy of +/- 6 seconds.
 FL0450
 FL0450.The orthometric height was determined by differential leveling
 FL0450.and adjusted by the National Geodetic Survey in June 1991..
 FL0450
 FL0450.The geoid height was determined by GEOID03.
 FL0450
 FL0450.The dynamic height is computed by dividing the NAVD 88
 FL0450.geopotential number by the normal gravity value computed on the
 FL0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0450.degrees latitude (g = 980.6199 gals.).
 FL0450
 FL0450.The modeled gravity was interpolated from observed gravity values.
 FL0450
 FL0450;                    North         East    Units  Estimated Accuracy
 FL0450;SPC TX N     - 1,149,260.      272,870.      MT  (+/- 180 meters Scaled)
 FL0450
 FL0450                          SUPERSEDED SURVEY CONTROL
 FL0450
 FL0450  NGVD 29 (??/??/92)  878.111  (m)         2880.94   (f) ADJ UNCH    2 0
 FL0450
 FL0450.Superseded values are not recommended for survey control.
 FL0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0450.See file dsdata.txt to determine how the superseded data were derived.
 FL0450
 FL0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE456123(NAD 83)
 FL0450_MARKER: DB = BENCH MARK DISK
 FL0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0450_STAMPING: K 553 1935
 FL0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0450+STABILITY: SURFACE MOTION
 FL0450
 FL0450  HISTORY     - Date     Condition        Report By
 FL0450  HISTORY     - 1935     MONUMENTED       CGS
 FL0450  HISTORY     - 1961     MARK NOT FOUND   NGS
 FL0450
 FL0450                          STATION DESCRIPTION
 FL0450
 FL0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FL0450'13.1 MI NW FROM MCLEAN.
 FL0450'8.1 MILES NORTH ALONG AN OILED ROAD FROM THE POST OFFICE AT MCLEAN,
 FL0450'THENCE 5.0 MILES WEST ALONG A GRADED ROAD.  48.6 FEET SOUTHEAST OF THE
 FL0450'CENTER OF A ROAD INTERSECTION, 41.2 FEET EAST OF THE CENTERLINE OF THE
 FL0450'NORTH-AND-SOUTH ROAD, 21.6 FEET SOUTH OF THE CENTERLINE OF THE GRADED
 FL0450'ROAD, AND 2.1 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FL0450'STAMPED K 553 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- ROAD
 FL0450'HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0276 ***********************************************************************
 FL0276  DESIGNATION -  K 554
 FL0276  PID         -  FL0276
 FL0276  STATE/COUNTY-  TX/WHEELER
 FL0276  USGS QUAD   -  WHEELER SE (1976)
 FL0276
 FL0276                         *CURRENT SURVEY CONTROL
 FL0276  ___________________________________________________________________
 FL0276* NAD 83(1986)-  35 16 44.     (N)    100 20 33.     (W)     SCALED    
 FL0276* NAVD 88     -       744.745  (meters)    2443.38   (feet)  ADJUSTED  
 FL0276  ___________________________________________________________________
 FL0276  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FL0276  DYNAMIC HT  -         743.967 (meters)    2440.83  (feet)  COMP
 FL0276  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 FL0276
 FL0276  VERT ORDER  -  SECOND    CLASS 0
 FL0276
 FL0276.The horizontal coordinates were scaled from a topographic map and have
 FL0276.an estimated accuracy of +/- 6 seconds.
 FL0276
 FL0276.The orthometric height was determined by differential leveling
 FL0276.and adjusted by the National Geodetic Survey in June 1991..
 FL0276
 FL0276.The geoid height was determined by GEOID03.
 FL0276
 FL0276.The dynamic height is computed by dividing the NAVD 88
 FL0276.geopotential number by the normal gravity value computed on the
 FL0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0276.degrees latitude (g = 980.6199 gals.).
 FL0276
 FL0276.The modeled gravity was interpolated from observed gravity values.
 FL0276
 FL0276;                    North         East    Units  Estimated Accuracy
 FL0276;SPC TX N     - 1,142,490.      305,300.      MT  (+/- 180 meters Scaled)
 FL0276
 FL0276                          SUPERSEDED SURVEY CONTROL
 FL0276
 FL0276  NGVD 29 (??/??/92)  744.447  (m)         2442.41   (f) ADJ UNCH    2 0
 FL0276
 FL0276.Superseded values are not recommended for survey control.
 FL0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0276.See file dsdata.txt to determine how the superseded data were derived.
 FL0276
 FL0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE779047(NAD 83)
 FL0276_MARKER: DB = BENCH MARK DISK
 FL0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0276_STAMPING: K 554 1935
 FL0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0276+STABILITY: SURFACE MOTION
 FL0276
 FL0276  HISTORY     - Date     Condition        Report By
 FL0276  HISTORY     - 1935     MONUMENTED       CGS
 FL0276  HISTORY     - 1943     GOOD             NGS
 FL0276
 FL0276                          STATION DESCRIPTION
 FL0276
 FL0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0276'3.5 MI N FROM LELA.
 FL0276'3.5 MILES NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT LELA, 0.5
 FL0276'MILE NORTH OF THE JUNCTION OF A ROAD LEADING WEST, 200 FEET SOUTH OF
 FL0276'THE SOUTH SIDE OF PLAINVIEW SCHOOL, 31 FEET EAST OF THE CENTERLINE OF
 FL0276'THE ROAD, 21.5 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO
 FL0276'THE SCHOOLHOUSE, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET
 FL0276'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K
 FL0276'554 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 FL0276'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0455 ***********************************************************************
 FL0455  DESIGNATION -  K 555
 FL0455  PID         -  FL0455
 FL0455  STATE/COUNTY-  TX/GRAY
 FL0455  USGS QUAD   -  BOWERS CITY (1976)
 FL0455
 FL0455                         *CURRENT SURVEY CONTROL
 FL0455  ___________________________________________________________________
 FL0455* NAD 83(1986)-  35 27 40.     (N)    100 56 41.     (W)     SCALED    
 FL0455* NAVD 88     -       982.677  (meters)    3224.00   (feet)  ADJUSTED  
 FL0455  ___________________________________________________________________
 FL0455  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 FL0455  DYNAMIC HT  -         981.602 (meters)    3220.47  (feet)  COMP
 FL0455  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 FL0455
 FL0455  VERT ORDER  -  SECOND    CLASS 0
 FL0455
 FL0455.The horizontal coordinates were scaled from a topographic map and have
 FL0455.an estimated accuracy of +/- 6 seconds.
 FL0455
 FL0455.The orthometric height was determined by differential leveling
 FL0455.and adjusted by the National Geodetic Survey in June 1991..
 FL0455
 FL0455.The geoid height was determined by GEOID03.
 FL0455
 FL0455.The dynamic height is computed by dividing the NAVD 88
 FL0455.geopotential number by the normal gravity value computed on the
 FL0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0455.degrees latitude (g = 980.6199 gals.).
 FL0455
 FL0455.The modeled gravity was interpolated from observed gravity values.
 FL0455
 FL0455;                    North         East    Units  Estimated Accuracy
 FL0455;SPC TX N     - 1,162,230.      250,400.      MT  (+/- 180 meters Scaled)
 FL0455
 FL0455                          SUPERSEDED SURVEY CONTROL
 FL0455
 FL0455  NGVD 29 (??/??/92)  982.274  (m)         3222.68   (f) ADJ UNCH    2 0
 FL0455
 FL0455.Superseded values are not recommended for survey control.
 FL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0455.See file dsdata.txt to determine how the superseded data were derived.
 FL0455
 FL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE235259(NAD 83)
 FL0455_MARKER: DB = BENCH MARK DISK
 FL0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0455_STAMPING: K-555 1935
 FL0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0455+STABILITY: SURFACE MOTION
 FL0455
 FL0455  HISTORY     - Date     Condition        Report By
 FL0455  HISTORY     - 1935     MONUMENTED       CGS
 FL0455
 FL0455                          STATION DESCRIPTION
 FL0455
 FL0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0455'6.9 MI SE FROM PAMPA.
 FL0455'TO REACH BENCHMARK FROM COURT HOUSE GO 5.5 MILES SOUTH ALONG STATE
 FL0455'HIGHWAY NO. 88. THENCE 1.4 MILES EAST ALONG GRADED ROAD.  BENCHMARK IS
 FL0455'0.4 MILE WEST OF RAILROAD.  33.1 FEET NORTH OF CENTER-LINE OF ROAD.
 FL0455'0.8 FET NORTH OF RIGHT-OF-WAY FENCE.  1.4 FEET EAST OF SECTION LINE
 FL0455'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0456 ***********************************************************************
 FL0456  DESIGNATION -  K 555 RESET 1943
 FL0456  PID         -  FL0456
 FL0456  STATE/COUNTY-  TX/GRAY
 FL0456  USGS QUAD   -  BOWERS CITY (1976)
 FL0456
 FL0456                         *CURRENT SURVEY CONTROL
 FL0456  ___________________________________________________________________
 FL0456* NAD 83(1986)-  35 27 40.     (N)    100 56 41.     (W)     SCALED    
 FL0456* NAVD 88     -       982.652  (meters)    3223.92   (feet)  ADJUSTED  
 FL0456  ___________________________________________________________________
 FL0456  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 FL0456  DYNAMIC HT  -         981.576 (meters)    3220.39  (feet)  COMP
 FL0456  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 FL0456
 FL0456  VERT ORDER  -  SECOND    CLASS 0
 FL0456
 FL0456.The horizontal coordinates were scaled from a topographic map and have
 FL0456.an estimated accuracy of +/- 6 seconds.
 FL0456
 FL0456.The orthometric height was determined by differential leveling
 FL0456.and adjusted by the National Geodetic Survey in June 1991..
 FL0456
 FL0456.The geoid height was determined by GEOID03.
 FL0456
 FL0456.The dynamic height is computed by dividing the NAVD 88
 FL0456.geopotential number by the normal gravity value computed on the
 FL0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0456.degrees latitude (g = 980.6199 gals.).
 FL0456
 FL0456.The modeled gravity was interpolated from observed gravity values.
 FL0456
 FL0456;                    North         East    Units  Estimated Accuracy
 FL0456;SPC TX N     - 1,162,230.      250,400.      MT  (+/- 180 meters Scaled)
 FL0456
 FL0456                          SUPERSEDED SURVEY CONTROL
 FL0456
 FL0456  NGVD 29 (??/??/92)  982.245  (m)         3222.58   (f) ADJ UNCH    2 0
 FL0456
 FL0456.Superseded values are not recommended for survey control.
 FL0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0456.See file dsdata.txt to determine how the superseded data were derived.
 FL0456
 FL0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE235259(NAD 83)
 FL0456_MARKER: DB = BENCH MARK DISK
 FL0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0456_STAMPING: K 555 1935 RESET 1943
 FL0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0456+STABILITY: SURFACE MOTION
 FL0456
 FL0456  HISTORY     - Date     Condition        Report By
 FL0456  HISTORY     - 1943     MONUMENTED       CGS
 FL0456  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0456
 FL0456                          STATION DESCRIPTION
 FL0456
 FL0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0456'5.5 MI S FROM PAMPA.
 FL0456'5.5 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT PAMPA,
 FL0456'GRAY COUNTY, THENCE 1.4 MILES EAST ALONG A GRADED ROAD.  0.4 MILE WEST
 FL0456'OF THE FORT WORHT AND DENVER RAILWAY, 32 FEET NORTH OF THE CENTERLINE
 FL0456'OF THE ROAD, AT A T-FENCE CORNER, 2 FEET NORTH OF THE RIGTH-OF-WAY
 FL0456'FENCE, 2 FEET WEST OF THE FENCE LEADING NORTH, AND 2 FEET SOUTHEAST OF
 FL0456'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 555 1935
 FL0456'RESET 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 FL0456'ABOVE GROUND.  NOTE-- ROAD WORK IN AREA.
 FL0456
 FL0456                          STATION RECOVERY (1966)
 FL0456
 FL0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0726 ***********************************************************************
 BY0726  DESIGNATION -  K 556
 BY0726  PID         -  BY0726
 BY0726  STATE/COUNTY-  TX/TRINITY
 BY0726  USGS QUAD   -  WELLS SW (1980)
 BY0726
 BY0726                         *CURRENT SURVEY CONTROL
 BY0726  ___________________________________________________________________
 BY0726* NAD 83(1986)-  31 17 29.     (N)    094 59 13.     (W)     SCALED    
 BY0726* NAVD 88     -        64.61   (+/-2cm)     212.0    (feet)  VERTCON   
 BY0726  ___________________________________________________________________
 BY0726  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY0726
 BY0726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0726
 BY0726.The horizontal coordinates were scaled from a topographic map and have
 BY0726.an estimated accuracy of +/- 6 seconds.
 BY0726
 BY0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0726.The vertical order pertains to the NGVD 29 superseded value.
 BY0726
 BY0726.The geoid height was determined by GEOID03.
 BY0726
 BY0726;                    North         East    Units  Estimated Accuracy
 BY0726;SPC TX C     - 3,192,340.    1,208,790.      MT  (+/- 180 meters Scaled)
 BY0726
 BY0726                          SUPERSEDED SURVEY CONTROL
 BY0726
 BY0726  NGVD 29 (??/??/92)   64.649  (m)          212.10   (f) ADJ UNCH    2 0
 BY0726
 BY0726.Superseded values are not recommended for survey control.
 BY0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0726.See file dsdata.txt to determine how the superseded data were derived.
 BY0726
 BY0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ108636(NAD 83)
 BY0726_MARKER: DB = BENCH MARK DISK
 BY0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0726_STAMPING: K 556 1947
 BY0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0726+STABILITY: SURFACE MOTION
 BY0726
 BY0726  HISTORY     - Date     Condition        Report By
 BY0726  HISTORY     - 1947     MONUMENTED       CGS
 BY0726
 BY0726                          STATION DESCRIPTION
 BY0726
 BY0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0726'5.1 MI N FROM APPLE SPRINGS.
 BY0726'0.1 MILE WEST ALONG STATE HIGHWAY NO. 94 FROM THE POST OFFICE AT APPLE
 BY0726'SPRINGS, THENCE 5.0 MILES NORTH ALONG A GRADED DIRT ROAD, 38.0 FEET
 BY0726'WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 37.7 FEET
 BY0726'NORTH OF A FENCE CORNER, 9.6 FEET NORTH OF THE NORTH END OF A BOARD
 BY0726'GATE, 3.0 FEET NORTHWEST OF A TELEPHONE POLE, 1.0 FOOT WEST OF A
 BY0726'FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE
 BY0726'POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0756 ***********************************************************************
 BY0756  DESIGNATION -  K 557
 BY0756  PID         -  BY0756
 BY0756  STATE/COUNTY-  TX/ANGELINA
 BY0756  USGS QUAD   -  KELTYS (1980)
 BY0756
 BY0756                         *CURRENT SURVEY CONTROL
 BY0756  ___________________________________________________________________
 BY0756* NAD 83(1986)-  31 20 00.     (N)    094 45 21.     (W)     SCALED    
 BY0756* NAVD 88     -        84.89   (+/-2cm)     278.5    (feet)  VERTCON   
 BY0756  ___________________________________________________________________
 BY0756  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BY0756
 BY0756  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0756
 BY0756.The horizontal coordinates were scaled from a topographic map and have
 BY0756.an estimated accuracy of +/- 6 seconds.
 BY0756
 BY0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0756.The vertical order pertains to the NGVD 29 superseded value.
 BY0756
 BY0756.The geoid height was determined by GEOID03.
 BY0756
 BY0756;                    North         East    Units  Estimated Accuracy
 BY0756;SPC TX C     - 3,198,060.    1,230,540.      MT  (+/- 180 meters Scaled)
 BY0756
 BY0756                          SUPERSEDED SURVEY CONTROL
 BY0756
 BY0756  NGVD 29 (??/??/92)   84.934  (m)          278.65   (f) ADJ UNCH    2 0
 BY0756
 BY0756.Superseded values are not recommended for survey control.
 BY0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0756.See file dsdata.txt to determine how the superseded data were derived.
 BY0756
 BY0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ329678(NAD 83)
 BY0756_MARKER: DB = BENCH MARK DISK
 BY0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0756_STAMPING: K 557 1948
 BY0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0756+STABILITY: SURFACE MOTION
 BY0756
 BY0756  HISTORY     - Date     Condition        Report By
 BY0756  HISTORY     - 1948     MONUMENTED       CGS
 BY0756  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BY0756
 BY0756                          STATION DESCRIPTION
 BY0756
 BY0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0756'2.1 MI W FROM LUFKIN.
 BY0756'0.1 MILE WEST ALONG LUFKIN STREET FROM THE POST OFFICE AT LUFKIN,
 BY0756'THENCE 0.3 MILE SOUTH ALONG U.S. HIGHWAY 59, THENCE 1.7 MILES WEST
 BY0756'ALONG STATE HIGHWAY 94, 0.2 MILE EAST OF A RAILROAD CROSSING, 97.2
 BY0756'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 80.8 FEET
 BY0756'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 48.3 FEET SOUTH OF AND
 BY0756'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 2.0 FEET EAST OF A WITNESS
 BY0756'POST, 1.0 FOOT NORTH OF AN EAST AND WEST FENCE, SET IN THE TOP OF A
 BY0756'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 BY0756
 BY0756                          STATION RECOVERY (1990)
 BY0756
 BY0756'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 BY0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0779 ***********************************************************************
 BY0779  DESIGNATION -  K 558
 BY0779  PID         -  BY0779
 BY0779  STATE/COUNTY-  TX/TRINITY
 BY0779  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0779
 BY0779                         *CURRENT SURVEY CONTROL
 BY0779  ___________________________________________________________________
 BY0779* NAD 83(1986)-  31 10 51.     (N)    094 59 27.     (W)     SCALED    
 BY0779* NAVD 88     -       101.83   (+/-2cm)     334.1    (feet)  VERTCON   
 BY0779  ___________________________________________________________________
 BY0779  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BY0779
 BY0779  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0779
 BY0779.The horizontal coordinates were scaled from a topographic map and have
 BY0779.an estimated accuracy of +/- 6 seconds.
 BY0779
 BY0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0779.The vertical order pertains to the NGVD 29 superseded value.
 BY0779
 BY0779.The geoid height was determined by GEOID03.
 BY0779
 BY0779;                    North         East    Units  Estimated Accuracy
 BY0779;SPC TX C     - 3,180,080.    1,209,010.      MT  (+/- 180 meters Scaled)
 BY0779
 BY0779                          SUPERSEDED SURVEY CONTROL
 BY0779
 BY0779  NGVD 29 (??/??/92)  101.855  (m)          334.17   (f) ADJ UNCH    2 0
 BY0779
 BY0779.Superseded values are not recommended for survey control.
 BY0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0779.See file dsdata.txt to determine how the superseded data were derived.
 BY0779
 BY0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ102513(NAD 83)
 BY0779_MARKER: DB = BENCH MARK DISK
 BY0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0779_STAMPING: K 558 1948
 BY0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0779+STABILITY: SURFACE MOTION
 BY0779
 BY0779  HISTORY     - Date     Condition        Report By
 BY0779  HISTORY     - 1948     MONUMENTED       CGS
 BY0779
 BY0779                          STATION DESCRIPTION
 BY0779
 BY0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0779'8.3 MI E FROM APPLE SPRINGS.
 BY0779'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY0779'LODGE AT APPLE SPRINGS, THENCE 3.1 MILES EAST ALONG A GRADED DIRT
 BY0779'ROAD, ON TOP OF A HILL, 76.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BY0779'A FARMHOUSE, 28.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24.8 FEET
 BY0779'EAST OF A 20-INCH OAK TREE, 17.5 FEET WEST OF THE WEST END OF A WOODEN
 BY0779'GATE, 1.8 FEET WEST OF A REFERENCE POST, 0.9 FOOT SOUTH OF A FENCE,
 BY0779'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BY0779'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0802 ***********************************************************************
 BY0802  DESIGNATION -  K 559
 BY0802  PID         -  BY0802
 BY0802  STATE/COUNTY-  TX/TRINITY
 BY0802  USGS QUAD   -  TREVAT (1980)
 BY0802
 BY0802                         *CURRENT SURVEY CONTROL
 BY0802  ___________________________________________________________________
 BY0802* NAD 83(1986)-  31 03 19.     (N)    094 57 44.     (W)     SCALED    
 BY0802* NAVD 88     -        75.78   (+/-2cm)     248.6    (feet)  VERTCON   
 BY0802  ___________________________________________________________________
 BY0802  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY0802
 BY0802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0802
 BY0802.The horizontal coordinates were scaled from a topographic map and have
 BY0802.an estimated accuracy of +/- 6 seconds.
 BY0802
 BY0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0802.The vertical order pertains to the NGVD 29 superseded value.
 BY0802
 BY0802.The geoid height was determined by GEOID03.
 BY0802
 BY0802;                    North         East    Units  Estimated Accuracy
 BY0802;SPC TX C     - 3,166,310.    1,212,410.      MT  (+/- 180 meters Scaled)
 BY0802
 BY0802                          SUPERSEDED SURVEY CONTROL
 BY0802
 BY0802  NGVD 29 (??/??/92)   75.802  (m)          248.69   (f) ADJ UNCH    2 0
 BY0802
 BY0802.Superseded values are not recommended for survey control.
 BY0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0802.See file dsdata.txt to determine how the superseded data were derived.
 BY0802
 BY0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ127373(NAD 83)
 BY0802_MARKER: DB = BENCH MARK DISK
 BY0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0802_STAMPING: K 559 1948
 BY0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0802+STABILITY: SURFACE MOTION
 BY0802
 BY0802  HISTORY     - Date     Condition        Report By
 BY0802  HISTORY     - 1948     MONUMENTED       CGS
 BY0802
 BY0802                          STATION DESCRIPTION
 BY0802
 BY0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0802'7.6 MI NE FROM WOODLAKE.
 BY0802'3.6 MILES EAST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY0802'WOODLAKE, THENCE 4.0 MILES NORTHEAST ALONG A DIRT ROAD, 0.6 MILE NORTH
 BY0802'OF PINEY CREEK, AT A T ROAD JUNCTION, 169.0 FEET SOUTH OF THE EXTENDED
 BY0802'CENTER LINE OF A ROAD LEADING WEST, 102.7 FEET SOUTH OF THE SOUTHEAST
 BY0802'CORNER OF A 20-FOOT WOODEN BRIDGE, 30.0 FEET NORTH OF THE CENTER LINE
 BY0802'OF A NORTH-SOUTH ROAD, 1.1 FEET SOUTH OF A REFERENCE POST, SET IN THE
 BY0802'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1528 ***********************************************************************
 BY1528  DESIGNATION -  K 560
 BY1528  PID         -  BY1528
 BY1528  STATE/COUNTY-  TX/TRINITY
 BY1528  USGS QUAD   -  PENNINGTON (1963)
 BY1528
 BY1528                         *CURRENT SURVEY CONTROL
 BY1528  ___________________________________________________________________
 BY1528* NAD 83(1986)-  31 12 46.     (N)    095 11 09.     (W)     SCALED    
 BY1528* NAVD 88     -       103.18   (+/-2cm)     338.5    (feet)  VERTCON   
 BY1528  ___________________________________________________________________
 BY1528  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY1528
 BY1528  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1528
 BY1528.The horizontal coordinates were scaled from a topographic map and have
 BY1528.an estimated accuracy of +/- 6 seconds.
 BY1528
 BY1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1528.The vertical order pertains to the NGVD 29 superseded value.
 BY1528
 BY1528.The geoid height was determined by GEOID03.
 BY1528
 BY1528;                    North         East    Units  Estimated Accuracy
 BY1528;SPC TX C     - 3,182,740.    1,190,280.      MT  (+/- 180 meters Scaled)
 BY1528
 BY1528                          SUPERSEDED SURVEY CONTROL
 BY1528
 BY1528  NGVD 29 (??/??/92)  103.197  (m)          338.57   (f) ADJ UNCH    2 0
 BY1528
 BY1528.Superseded values are not recommended for survey control.
 BY1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1528.See file dsdata.txt to determine how the superseded data were derived.
 BY1528
 BY1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ917552(NAD 83)
 BY1528_MARKER: DB = BENCH MARK DISK
 BY1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1528_STAMPING: K 560 1948
 BY1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1528+STABILITY: SURFACE MOTION
 BY1528
 BY1528  HISTORY     - Date     Condition        Report By
 BY1528  HISTORY     - 1948     MONUMENTED       CGS
 BY1528
 BY1528                          STATION DESCRIPTION
 BY1528
 BY1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1528'4.3 MI N FROM PENNINGTON.
 BY1528'2.5 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1528'PENNINGTON, THENCE 1.8 MILES NORTH ALONG A GRADED DIRT ROAD, 475.0
 BY1528'FEET NORTH OF THE NORTHWEST CORNER OF A 35-FOOT WOODEN BRIDGE, 56.0
 BY1528'FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A T FENCE CORNER, 24.0 FEET
 BY1528'WEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A REFERENCE
 BY1528'POST, 0.8 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BY1528'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0372 ***********************************************************************
 FM0372  DESIGNATION -  K 562
 FM0372  PID         -  FM0372
 FM0372  STATE/COUNTY-  TX/RANDALL
 FM0372  USGS QUAD   -  BIVINS LAKE (1984)
 FM0372
 FM0372                         *CURRENT SURVEY CONTROL
 FM0372  ___________________________________________________________________
 FM0372* NAD 83(1986)-  35 00 52.     (N)    102 01 31.     (W)     SCALED    
 FM0372* NAVD 88     -      1128.633  (meters)    3702.86   (feet)  ADJUSTED  
 FM0372  ___________________________________________________________________
 FM0372  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 FM0372  DYNAMIC HT  -        1127.254 (meters)    3698.33  (feet)  COMP
 FM0372  MODELED GRAV-     979,374.3   (mgal)                       NAVD 88
 FM0372
 FM0372  VERT ORDER  -  SECOND    CLASS 0
 FM0372
 FM0372.The horizontal coordinates were scaled from a topographic map and have
 FM0372.an estimated accuracy of +/- 6 seconds.
 FM0372
 FM0372.The orthometric height was determined by differential leveling
 FM0372.and adjusted by the National Geodetic Survey in June 1991..
 FM0372
 FM0372.The geoid height was determined by GEOID03.
 FM0372
 FM0372.The dynamic height is computed by dividing the NAVD 88
 FM0372.geopotential number by the normal gravity value computed on the
 FM0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0372.degrees latitude (g = 980.6199 gals.).
 FM0372
 FM0372.The modeled gravity was interpolated from observed gravity values.
 FM0372
 FM0372;                    North         East    Units  Estimated Accuracy
 FM0372;SPC TX N     - 1,112,670.      152,060.      MT  (+/- 180 meters Scaled)
 FM0372
 FM0372                          SUPERSEDED SURVEY CONTROL
 FM0372
 FM0372  NGVD 29 (??/??/92) 1128.136  (m)         3701.23   (f) ADJ UNCH    2 0
 FM0372
 FM0372.Superseded values are not recommended for survey control.
 FM0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0372.See file dsdata.txt to determine how the superseded data were derived.
 FM0372
 FM0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU714786(NAD 83)
 FM0372_MARKER: DB = BENCH MARK DISK
 FM0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0372_STAMPING: K 562 1935
 FM0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0372+STABILITY: SURFACE MOTION
 FM0372
 FM0372  HISTORY     - Date     Condition        Report By
 FM0372  HISTORY     - 1935     MONUMENTED       CGS
 FM0372  HISTORY     - 1951     GOOD             NGS
 FM0372
 FM0372                          STATION DESCRIPTION
 FM0372
 FM0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0372'5.1 MI N FROM CANYON.
 FM0372'5.1 MILES NORTH ALONG THE SONCY ROAD FROM THE PANHANDLE AND SANTA FE
 FM0372'RAILWAY STATION AT CANYON, RANDALL COUNTY, THENCE 5.4 MILES WEST ALONG
 FM0372'A GRADED ROAD TO THE JUNCTION OF A ROAD LEADING SOUTH TO AMARILLO CITY
 FM0372'LAKE, 2.6 MILES SOUTH, 1.9 MILES SOUTH OF THE POWER PLANT AT AMARILLO
 FM0372'CITY LAKE, 0.5 MILE NORTH OF A SMALL BROWN RANCH HOUSE WITH AN
 FM0372'ORCHARD, AT THE JUNCTION OF A TRAIL LEADING WEST, 58 FEET WEST OF THE
 FM0372'CENTER OF THE JUNCTION, AT A FENCE CORNER, 1.4 FEET NORTH OF THE
 FM0372'EAST-AND-WEST FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 FM0372
 FM0372                          STATION RECOVERY (1951)
 FM0372
 FM0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 FM0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1276 ***********************************************************************
 FL1276  DESIGNATION -  K 563
 FL1276  PID         -  FL1276
 FL1276  STATE/COUNTY-  TX/ARMSTRONG
 FL1276  USGS QUAD   -  FAIRVIEW (1973)
 FL1276
 FL1276                         *CURRENT SURVEY CONTROL
 FL1276  ___________________________________________________________________
 FL1276* NAD 83(1986)-  35 00 03.     (N)    101 31 23.     (W)     SCALED    
 FL1276* NAVD 88     -      1052.757  (meters)    3453.92   (feet)  ADJUSTED  
 FL1276  ___________________________________________________________________
 FL1276  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL1276  DYNAMIC HT  -        1051.495 (meters)    3449.78  (feet)  COMP
 FL1276  MODELED GRAV-     979,399.7   (mgal)                       NAVD 88
 FL1276
 FL1276  VERT ORDER  -  SECOND    CLASS 0
 FL1276
 FL1276.The horizontal coordinates were scaled from a topographic map and have
 FL1276.an estimated accuracy of +/- 6 seconds.
 FL1276
 FL1276.The orthometric height was determined by differential leveling
 FL1276.and adjusted by the National Geodetic Survey in June 1991..
 FL1276
 FL1276.The geoid height was determined by GEOID03.
 FL1276
 FL1276.The dynamic height is computed by dividing the NAVD 88
 FL1276.geopotential number by the normal gravity value computed on the
 FL1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1276.degrees latitude (g = 980.6199 gals.).
 FL1276
 FL1276.The modeled gravity was interpolated from observed gravity values.
 FL1276
 FL1276;                    North         East    Units  Estimated Accuracy
 FL1276;SPC TX N     - 1,111,030.      197,900.      MT  (+/- 180 meters Scaled)
 FL1276
 FL1276                          SUPERSEDED SURVEY CONTROL
 FL1276
 FL1276  NGVD 29 (??/??/92) 1052.279  (m)         3452.35   (f) ADJ UNCH    2 0
 FL1276
 FL1276.Superseded values are not recommended for survey control.
 FL1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1276.See file dsdata.txt to determine how the superseded data were derived.
 FL1276
 FL1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD697760(NAD 83)
 FL1276_MARKER: DB = BENCH MARK DISK
 FL1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1276_STAMPING: K 563 1935
 FL1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1276+STABILITY: SURFACE MOTION
 FL1276
 FL1276  HISTORY     - Date     Condition        Report By
 FL1276  HISTORY     - 1935     MONUMENTED       CGS
 FL1276  HISTORY     - 1964     GOOD             NGS
 FL1276
 FL1276                          STATION DESCRIPTION
 FL1276
 FL1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FL1276'19.6 MI SW FROM WASHBURN.
 FL1276'2.3 MILES WEST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 FL1276'WASHBURN, ARMSTRONG COUNTY, THENCE 12.4 MILES SOUTH AND 4.9 MILES EAST
 FL1276'ALONG GRADED ROADS.  0.6 MILE NORTH OF A SMALL LAKE, 0.2 MILE EAST OF
 FL1276'A LARGE RANCH HOUSE, 124 FEET NORTHEAST OF THE WINDMILL AND A WATER
 FL1276'TANK, 41 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT THE JUNCTION OF
 FL1276'A NORTH-AND-SOUTH FENCE AND AN EAST-AND WEST FENCE, AND 2 FEET WEST OF
 FL1276'THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED K 563 1935 AND
 FL1276'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD AT THE BENCH MARK
 FL1276'IS FARM ROAD 1258.  THE BENCH MARK WAS REACHED FROM THE JUNCTION OF U.
 FL1276'S. HIGHWAY 287 AND STATE HIGHWAY 284 IN CLAUDE, ARMSTRONG COUNTY, BY
 FL1276'GOING SOUTH ON STATE HIGHWAY 284 FOR 8.5 MILES TO FARM ROAD 1258,
 FL1276'THENCE 10.3 MILES WEST ALONG FARM ROAD 1258 TO BENCH MARK ON THE LEFT
 FL1276'JUST AFTER PASSING A SIDE ROAD LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1171 ***********************************************************************
 AY1171  DESIGNATION -  K 564
 AY1171  PID         -  AY1171
 AY1171  STATE/COUNTY-  TX/BANDERA
 AY1171  USGS QUAD   -  TARPLEY PASS (1964)
 AY1171
 AY1171                         *CURRENT SURVEY CONTROL
 AY1171  ___________________________________________________________________
 AY1171* NAD 83(1986)-  29 40 02.     (N)    099 14 24.     (W)     SCALED    
 AY1171* NAVD 88     -       437.999  (meters)    1437.00   (feet)  ADJUSTED  
 AY1171  ___________________________________________________________________
 AY1171  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AY1171  DYNAMIC HT  -         437.357 (meters)    1434.90  (feet)  COMP
 AY1171  MODELED GRAV-     979,164.5   (mgal)                       NAVD 88
 AY1171
 AY1171  VERT ORDER  -  SECOND    CLASS 0
 AY1171
 AY1171.The horizontal coordinates were scaled from a topographic map and have
 AY1171.an estimated accuracy of +/- 6 seconds.
 AY1171
 AY1171.The orthometric height was determined by differential leveling
 AY1171.and adjusted by the National Geodetic Survey in June 1991..
 AY1171
 AY1171.The geoid height was determined by GEOID03.
 AY1171
 AY1171.The dynamic height is computed by dividing the NAVD 88
 AY1171.geopotential number by the normal gravity value computed on the
 AY1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1171.degrees latitude (g = 980.6199 gals.).
 AY1171
 AY1171.The modeled gravity was interpolated from observed gravity values.
 AY1171
 AY1171;                    North         East    Units  Estimated Accuracy
 AY1171;SPC TXSC     - 4,203,270.      576,770.      MT  (+/- 180 meters Scaled)
 AY1171
 AY1171                          SUPERSEDED SURVEY CONTROL
 AY1171
 AY1171  NGVD 29 (??/??/92)  437.860  (m)         1436.55   (f) ADJ UNCH    2 0
 AY1171
 AY1171.Superseded values are not recommended for survey control.
 AY1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1171.See file dsdata.txt to determine how the superseded data were derived.
 AY1171
 AY1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT767819(NAD 83)
 AY1171_MARKER: DB = BENCH MARK DISK
 AY1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1171_STAMPING: K 564 1953
 AY1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1171+STABILITY: SURFACE MOTION
 AY1171
 AY1171  HISTORY     - Date     Condition        Report By
 AY1171  HISTORY     - 1953     MONUMENTED       CGS
 AY1171  HISTORY     - 1963     GOOD             USGS
 AY1171  HISTORY     - 19931201 MARK NOT FOUND   USPSQD
 AY1171  HISTORY     - 20050809 MARK NOT FOUND   USPSQD
 AY1171
 AY1171                          STATION DESCRIPTION
 AY1171
 AY1171'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AY1171'2.5 MI NE FROM TARPLEY.
 AY1171'2.45 MILES NORTHEAST ALONG FARM ROAD 470 FROM THE POST OFFICE AT
 AY1171'TARPLEY, IN THE R. O. W. FENCE LINE, 51 FEET NORTHWEST OF THE CENTER
 AY1171'LINE OF THE HIGHWAY, SET IN THE TOP OF CONCRETE POST WHICH PROJECTS
 AY1171'0.4 FOOT ABOVE GROUND.
 AY1171
 AY1171                          STATION RECOVERY (1993)
 AY1171
 AY1171'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1171'MARK NOT FOUND.
 AY1171
 AY1171                          STATION RECOVERY (2005)
 AY1171
 AY1171'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1013 ***********************************************************************
 FL1013  DESIGNATION -  K 565
 FL1013  PID         -  FL1013
 FL1013  STATE/COUNTY-  TX/ARMSTRONG
 FL1013  USGS QUAD   -  CONWAY (1983)
 FL1013
 FL1013                         *CURRENT SURVEY CONTROL
 FL1013  ___________________________________________________________________
 FL1013* NAD 83(1986)-  35 07 38.     (N)    101 27 10.     (W)     SCALED    
 FL1013* NAVD 88     -      1052.589  (meters)    3453.37   (feet)  ADJUSTED  
 FL1013  ___________________________________________________________________
 FL1013  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 FL1013  DYNAMIC HT  -        1051.339 (meters)    3449.27  (feet)  COMP
 FL1013  MODELED GRAV-     979,411.2   (mgal)                       NAVD 88
 FL1013
 FL1013  VERT ORDER  -  SECOND    CLASS 0
 FL1013
 FL1013.The horizontal coordinates were scaled from a topographic map and have
 FL1013.an estimated accuracy of +/- 6 seconds.
 FL1013
 FL1013.The orthometric height was determined by differential leveling
 FL1013.and adjusted by the National Geodetic Survey in June 1991..
 FL1013
 FL1013.The geoid height was determined by GEOID03.
 FL1013
 FL1013.The dynamic height is computed by dividing the NAVD 88
 FL1013.geopotential number by the normal gravity value computed on the
 FL1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1013.degrees latitude (g = 980.6199 gals.).
 FL1013
 FL1013.The modeled gravity was interpolated from observed gravity values.
 FL1013
 FL1013;                    North         East    Units  Estimated Accuracy
 FL1013;SPC TX N     - 1,125,050.      204,300.      MT  (+/- 180 meters Scaled)
 FL1013
 FL1013                          SUPERSEDED SURVEY CONTROL
 FL1013
 FL1013  NGVD 29 (??/??/92) 1052.113  (m)         3451.81   (f) ADJ UNCH    2 0
 FL1013
 FL1013.Superseded values are not recommended for survey control.
 FL1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1013.See file dsdata.txt to determine how the superseded data were derived.
 FL1013
 FL1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD765899(NAD 83)
 FL1013_MARKER: DB = BENCH MARK DISK
 FL1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1013_STAMPING: K 565 1935
 FL1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1013+STABILITY: SURFACE MOTION
 FL1013
 FL1013  HISTORY     - Date     Condition        Report By
 FL1013  HISTORY     - 1935     MONUMENTED       CGS
 FL1013  HISTORY     - 1943     GOOD             NGS
 FL1013  HISTORY     - 1980     GOOD             USGS
 FL1013  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1013  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 FL1013
 FL1013                          STATION DESCRIPTION
 FL1013
 FL1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1013'11.4 MI SW FROM CONWAY.
 FL1013'IN ARMSTRONG COUNTY, 11.4 MILES SOUTHWEST OF CONWAY, CARSON COUNTY.
 FL1013'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 5.0 MILES
 FL1013'WEST ALONG U.S. HIGHWAY 66, THENCE 2.2 MILES SOUTH ALONG A DIM DIRT
 FL1013'ROAD, AND THENCE ALONG GRADED ROADS 2.1 MILES SOUTH, 1.0 MILE EAST,
 FL1013'AND 1.1 MILES SOUTH.  IT IS 1.5 MILES NORTHEAST OF A RANCH HOUSE AND A
 FL1013'WINDMILL, 0.6 MILE NORTH OF AN EAST-AND-WEST GRADED ROAD, 28 FEET WEST
 FL1013'OF THE CENTERLINE OF THE ROAD, AND 2 FEET WEST OF THE NORTH-AND-SOUTH
 FL1013'FENCE LINE.  A STANDARD DISK, STAMPED K 565 1935 AND SET IN THE TOP OF
 FL1013'A CONCRETE POST.
 FL1013
 FL1013                          STATION RECOVERY (1980)
 FL1013
 FL1013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FL1013'MARK IS IN GOOD CONDITION; THIS ADDITIONAL INFORMATION SHOULD BE
 FL1013'INCLUDED IN THE DRIVE-TO DESCRIPTION; TO REACH FROM CLAUDE, TX,
 FL1013'COURTHOUSE, GO WNW ALONG US HWY 287 A DISTANCE OF 4.7 MILES TO A ROAD
 FL1013'JUNCTION WITH AN E-W RUNNING COUNTY ROAD. THENCE WEST ALONG COUNTY
 FL1013'ROAD (X-ING FM 3330) A DISTANCE OF 1.5 MI. TO A FENCED OF SECTION AND
 FL1013'GATE. GO THUR GATE AND SOUTH ALONG OLD ROAD A DISTANCE OF 0.4 MILES
 FL1013'TO SITE OF BM. BM IS 22 FEET WEST OF EXISTING RD. AND 1 FT WEST OF A
 FL1013'OLD FENCE. SET IN CONCRETE POST PROJECTING 0.5 FT.
 FL1013
 FL1013                          STATION RECOVERY (1984)
 FL1013
 FL1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1013'MARK NOT FOUND.
 FL1013
 FL1013                          STATION RECOVERY (2004)
 FL1013
 FL1013'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FL1013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1257 ***********************************************************************
 FL1257  DESIGNATION -  K 567 RESET 1952
 FL1257  PID         -  FL1257
 FL1257  STATE/COUNTY-  TX/RANDALL
 FL1257  USGS QUAD   -  THE PALISADES (1973)
 FL1257
 FL1257                         *CURRENT SURVEY CONTROL
 FL1257  ___________________________________________________________________
 FL1257* NAD 83(1986)-  35 04 11.     (N)    101 50 51.     (W)     SCALED    
 FL1257* NAVD 88     -      1097.35   (meters)    3600.2    (feet)  RESET     
 FL1257  ___________________________________________________________________
 FL1257  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 FL1257
 FL1257  VERT ORDER  -  THIRD
 FL1257
 FL1257.The horizontal coordinates were scaled from a topographic map and have
 FL1257.an estimated accuracy of +/- 6 seconds.
 FL1257
 FL1257.The orthometric height was computed from unverified reset data.
 FL1257
 FL1257.The geoid height was determined by GEOID03.
 FL1257
 FL1257;                    North         East    Units  Estimated Accuracy
 FL1257;SPC TX N     - 1,118,730.      168,310.      MT  (+/- 180 meters Scaled)
 FL1257
 FL1257                          SUPERSEDED SURVEY CONTROL
 FL1257
 FL1257.No superseded survey control is available for this station.
 FL1257
 FL1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD403844(NAD 83)
 FL1257_MARKER: DB = BENCH MARK DISK
 FL1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1257_STAMPING: K 567 1935 RESET 1952
 FL1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1257+STABILITY: SURFACE MOTION
 FL1257
 FL1257  HISTORY     - Date     Condition        Report By
 FL1257  HISTORY     - 1952     MONUMENTED       CGS
 FL1257
 FL1257                          STATION DESCRIPTION
 FL1257
 FL1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1257'10.4 MI NE FROM CANYON.
 FL1257'4.6 MILES EAST ALONG STATE HIGHWAY 217 FROM THE COURTHOUSE AT CANYON,
 FL1257'THENCE 5.8 MILES NORTH ALONG A DIRT ROAD, 50 FEET EAST OF THE CENTER
 FL1257'LINE OF A NORTH AND SOUTH ROAD, 47 FEET SOUTH OF A FENCE CORNER, 1
 FL1257'FOOT WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 FL1257'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0542 ***********************************************************************
 EN0542  DESIGNATION -  K 568
 EN0542  PID         -  EN0542
 EN0542  STATE/COUNTY-  TX/ARMSTRONG
 EN0542  USGS QUAD   -  WAYSIDE (1984)
 EN0542
 EN0542                         *CURRENT SURVEY CONTROL
 EN0542  ___________________________________________________________________
 EN0542* NAD 83(1986)-  34 48 26.     (N)    101 37 25.     (W)     SCALED    
 EN0542* NAVD 88     -      1056.821  (meters)    3467.25   (feet)  ADJUSTED  
 EN0542  ___________________________________________________________________
 EN0542  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EN0542  DYNAMIC HT  -        1055.532 (meters)    3463.02  (feet)  COMP
 EN0542  MODELED GRAV-     979,379.3   (mgal)                       NAVD 88
 EN0542
 EN0542  VERT ORDER  -  SECOND    CLASS 0
 EN0542
 EN0542.The horizontal coordinates were scaled from a topographic map and have
 EN0542.an estimated accuracy of +/- 6 seconds.
 EN0542
 EN0542.The orthometric height was determined by differential leveling
 EN0542.and adjusted by the National Geodetic Survey in June 1991..
 EN0542
 EN0542.The geoid height was determined by GEOID03.
 EN0542
 EN0542.The dynamic height is computed by dividing the NAVD 88
 EN0542.geopotential number by the normal gravity value computed on the
 EN0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0542.degrees latitude (g = 980.6199 gals.).
 EN0542
 EN0542.The modeled gravity was interpolated from observed gravity values.
 EN0542
 EN0542;                    North         East    Units  Estimated Accuracy
 EN0542;SPC TX N     - 1,089,560.      188,690.      MT  (+/- 180 meters Scaled)
 EN0542
 EN0542                          SUPERSEDED SURVEY CONTROL
 EN0542
 EN0542  NGVD 29 (??/??/92) 1056.377  (m)         3465.80   (f) ADJ UNCH    2 0
 EN0542
 EN0542.Superseded values are not recommended for survey control.
 EN0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0542.See file dsdata.txt to determine how the superseded data were derived.
 EN0542
 EN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD600548(NAD 83)
 EN0542_MARKER: DB = BENCH MARK DISK
 EN0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0542_STAMPING: K 568 1935
 EN0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0542+STABILITY: SURFACE MOTION
 EN0542
 EN0542  HISTORY     - Date     Condition        Report By
 EN0542  HISTORY     - 1935     MONUMENTED       CGS
 EN0542  HISTORY     - 1943     MARK NOT FOUND   NGS
 EN0542  HISTORY     - 1979     MARK NOT FOUND   USGS
 EN0542
 EN0542                          STATION DESCRIPTION
 EN0542
 EN0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0542'5.6 MI W FROM WAYSIDE.
 EN0542'1.0 MILE WEST, 1.0 MILE NORTH, AND 3.6 MILES WEST ALONG GRADED ROADS
 EN0542'FROM THE POST OFFICE AT WAYSIDE, ARMSTRONG COUNTY, ABOUT 1/2 MILE EAST
 EN0542'OF A ROAD INTERSECTION, IN THE NORTHWEST CORNER OF THE YARD OF A
 EN0542'DESERTED FARMHOUSE, 33.2 FEET SOUTH OF THE CENTERLINE OF A ROAD, 4.3
 EN0542'FEET EAST OF A SHORT FENCE LEADING SOUTH, AND 1.8 FEET SOUTH OF THE
 EN0542'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 568 1935 AND SET IN
 EN0542'THE TOP OF A CONCRETE POST.
 EN0542
 EN0542                          STATION RECOVERY (1979)
 EN0542
 EN0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EN0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0246 ***********************************************************************
 EN0246  DESIGNATION -  K 569
 EN0246  PID         -  EN0246
 EN0246  STATE/COUNTY-  TX/SWISHER
 EN0246  USGS QUAD   -  VIGO PARK (1965)
 EN0246
 EN0246                         *CURRENT SURVEY CONTROL
 EN0246  ___________________________________________________________________
 EN0246* NAD 83(1986)-  34 40 31.     (N)    101 29 49.     (W)     SCALED    
 EN0246* NAVD 88     -      1028.529  (meters)    3374.43   (feet)  ADJUSTED  
 EN0246  ___________________________________________________________________
 EN0246  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EN0246  DYNAMIC HT  -        1027.273 (meters)    3370.31  (feet)  COMP
 EN0246  MODELED GRAV-     979,379.6   (mgal)                       NAVD 88
 EN0246
 EN0246  VERT ORDER  -  SECOND    CLASS 0
 EN0246
 EN0246.The horizontal coordinates were scaled from a topographic map and have
 EN0246.an estimated accuracy of +/- 6 seconds.
 EN0246
 EN0246.The orthometric height was determined by differential leveling
 EN0246.and adjusted by the National Geodetic Survey in June 1991..
 EN0246
 EN0246.The geoid height was determined by GEOID03.
 EN0246
 EN0246.The dynamic height is computed by dividing the NAVD 88
 EN0246.geopotential number by the normal gravity value computed on the
 EN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0246.degrees latitude (g = 980.6199 gals.).
 EN0246
 EN0246.The modeled gravity was interpolated from observed gravity values.
 EN0246
 EN0246;                    North         East    Units  Estimated Accuracy
 EN0246;SPC TX N     - 1,074,920.      200,280.      MT  (+/- 180 meters Scaled)
 EN0246
 EN0246                          SUPERSEDED SURVEY CONTROL
 EN0246
 EN0246  NGVD 29 (??/??/92) 1028.100  (m)         3373.02   (f) ADJ UNCH    2 0
 EN0246
 EN0246.Superseded values are not recommended for survey control.
 EN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0246.See file dsdata.txt to determine how the superseded data were derived.
 EN0246
 EN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD712398(NAD 83)
 EN0246_MARKER: DB = BENCH MARK DISK
 EN0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0246_STAMPING: K 569 1935
 EN0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0246+STABILITY: SURFACE MOTION
 EN0246
 EN0246  HISTORY     - Date     Condition        Report By
 EN0246  HISTORY     - 1935     MONUMENTED       CGS
 EN0246
 EN0246                          STATION DESCRIPTION
 EN0246
 EN0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0246'24.3 MI E FROM HAPPY.
 EN0246'24.3 MILES EAST OF HAPPY, SWISHER COUNTY.  THIS BENCH MARK MAY BE
 EN0246'REACHED FROM THE POST OFFICE BY GOING ALONG GRADED ROADS 0.4 MILE
 EN0246'EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH, AND 4.9 MILES
 EN0246'EAST TO A DRY LAKE BED, AND THENCE ALONG ROAD 1.0 MILE NORTHEAST, 0.7
 EN0246'MILE SOUTH, 8.9 MILES EAST, 1.9 MILES SOUTH, AND 2.8 MILES EAST.  IT
 EN0246'IS 0.6 MILE SOUTH OF A SMALL RANCH HOUSE, AT A GRADED-ROAD
 EN0246'INTERSECTION, 90 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 61
 EN0246'FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 24 FEET WEST
 EN0246'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 28 FEET NORTH OF
 EN0246'THE RIGHT-OF-WAY FENCE GATE.  A STANDARD DISK, STAMPED K 569 1935 AND
 EN0246'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0267 ***********************************************************************
 FM0267  DESIGNATION -  K 570
 FM0267  PID         -  FM0267
 FM0267  STATE/COUNTY-  TX/OLDHAM
 FM0267  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0267
 FM0267                         *CURRENT SURVEY CONTROL
 FM0267  ___________________________________________________________________
 FM0267* NAD 83(1986)-  35 25 21.     (N)    102 16 16.     (W)     SCALED    
 FM0267* NAVD 88     -      1077.783  (meters)    3536.03   (feet)  ADJUSTED  
 FM0267  ___________________________________________________________________
 FM0267  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 FM0267  DYNAMIC HT  -        1076.509 (meters)    3531.85  (feet)  COMP
 FM0267  MODELED GRAV-     979,415.6   (mgal)                       NAVD 88
 FM0267
 FM0267  VERT ORDER  -  SECOND    CLASS 0
 FM0267
 FM0267.The horizontal coordinates were scaled from a topographic map and have
 FM0267.an estimated accuracy of +/- 6 seconds.
 FM0267
 FM0267.The orthometric height was determined by differential leveling
 FM0267.and adjusted by the National Geodetic Survey in June 1991..
 FM0267
 FM0267.The geoid height was determined by GEOID03.
 FM0267
 FM0267.The dynamic height is computed by dividing the NAVD 88
 FM0267.geopotential number by the normal gravity value computed on the
 FM0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0267.degrees latitude (g = 980.6199 gals.).
 FM0267
 FM0267.The modeled gravity was interpolated from observed gravity values.
 FM0267
 FM0267;                    North         East    Units  Estimated Accuracy
 FM0267;SPC TX N     - 1,158,080.      129,980.      MT  (+/- 180 meters Scaled)
 FM0267
 FM0267                          SUPERSEDED SURVEY CONTROL
 FM0267
 FM0267  NGVD 29 (??/??/92) 1077.301  (m)         3534.45   (f) ADJ UNCH    2 0
 FM0267
 FM0267.Superseded values are not recommended for survey control.
 FM0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0267.See file dsdata.txt to determine how the superseded data were derived.
 FM0267
 FM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV477233(NAD 83)
 FM0267_MARKER: DB = BENCH MARK DISK
 FM0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0267_STAMPING: K 570 1935
 FM0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0267+STABILITY: SURFACE MOTION
 FM0267
 FM0267  HISTORY     - Date     Condition        Report By
 FM0267  HISTORY     - 1935     MONUMENTED       CGS
 FM0267  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0267
 FM0267                          STATION DESCRIPTION
 FM0267
 FM0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0267'7.5 MI SW FROM TASCOSA.
 FM0267'ALONG GRADED ROAD BETWEEN TASCOSA AND VEGA.  TO REACH FROM TASCOSA
 FM0267'DEPOT GO 7.5 MILES SOUTHWEST ALONG GRADED ROAD.  0.7 MILE NORTH OF DRY
 FM0267'LAKE BED, AND ON THE WEST SIDE OF A HILL.  15 FEET EAST OF CENTERLINE
 FM0267'OF ROAD, AND 8.0 FEET WEST OF NORTH AND SOUTH FENCE. NOTE-- FENCE IS
 FM0267'GONE.
 FM0267
 FM0267                          STATION RECOVERY (1966)
 FM0267
 FM0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0332 ***********************************************************************
 AM0332  DESIGNATION -  K 571 RESET 1960
 AM0332  PID         -  AM0332
 AM0332  STATE/COUNTY-  TX/MATAGORDA
 AM0332  USGS QUAD   -  BAY CITY NE (1972)
 AM0332
 AM0332                         *CURRENT SURVEY CONTROL
 AM0332  ___________________________________________________________________
 AM0332* NAD 83(1986)-  28 57 43.     (N)    095 48 57.     (W)     SCALED    
 AM0332* NAVD 88     -         9.99   (+/-2cm)      32.8    (feet)  VERTCON   
 AM0332  ___________________________________________________________________
 AM0332  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AM0332
 AM0332  VERT ORDER  -  THIRD (See Below)
 AM0332
 AM0332.The horizontal coordinates were scaled from a topographic map and have
 AM0332.an estimated accuracy of +/- 6 seconds.
 AM0332
 AM0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0332.The vertical order pertains to the NGVD 29 superseded value.
 AM0332
 AM0332.The geoid height was determined by GEOID03.
 AM0332
 AM0332;                    North         East    Units  Estimated Accuracy
 AM0332;SPC TXSC     - 4,129,310.      910,300.      MT  (+/- 180 meters Scaled)
 AM0332
 AM0332                          SUPERSEDED SURVEY CONTROL
 AM0332
 AM0332  NGVD 29 (??/??/??)   10.02   (m)           32.9    (f) RESET       3  
 AM0332
 AM0332.Superseded values are not recommended for survey control.
 AM0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0332.See file dsdata.txt to determine how the superseded data were derived.
 AM0332
 AM0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN255070(NAD 83)
 AM0332_MARKER: DB = BENCH MARK DISK
 AM0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0332_STAMPING: K 571 RESET 1960
 AM0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0332+STABILITY: SURFACE MOTION
 AM0332
 AM0332  HISTORY     - Date     Condition        Report By
 AM0332  HISTORY     - 1960     MONUMENTED       CGS
 AM0332  HISTORY     - 19981115 GOOD             USPSQD
 AM0332
 AM0332                          STATION DESCRIPTION
 AM0332
 AM0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AM0332'4.9 MI NW FROM CEDAR LANE.
 AM0332'TO REACH THIS MARK FROM THE POST OFFICE IN CEDAR LANE, GO NORTHWEST ON
 AM0332'F.M. ROAD 457, 04.9 MILES TO THE MARK ON THE LEFT.  IT IS ABOUT 35
 AM0332'YARDS NORTHWEST OF THE ENTRANCE LANE TO A SMALL HOUSE, 2 FEET
 AM0332'NORTHWEST THE NORTHWEST YARD FENCE AND NEAR THE NORTHEAST CORNER OF A
 AM0332'PASTURE, IN THE SOUTH RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY.  A
 AM0332'STANDARD DISK STAMPED K 571 RESET 1960 IN A CONCRETE POST WHICH
 AM0332'PROJECTS ABOUT 4 INCHES.
 AM0332
 AM0332                          STATION RECOVERY (1998)
 AM0332
 AM0332'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0378 ***********************************************************************
 AM0378  DESIGNATION -  K 572
 AM0378  PID         -  AM0378
 AM0378  STATE/COUNTY-  TX/MATAGORDA
 AM0378  USGS QUAD   -  WADSWORTH (1972)
 AM0378
 AM0378                         *CURRENT SURVEY CONTROL
 AM0378  ___________________________________________________________________
 AM0378* NAD 83(1986)-  28 50 21.     (N)    095 53 20.     (W)     SCALED    
 AM0378* NAVD 88     -         8.08   (+/-2cm)      26.5    (feet)  VERTCON   
 AM0378  ___________________________________________________________________
 AM0378  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AM0378
 AM0378  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0378
 AM0378.The horizontal coordinates were scaled from a topographic map and have
 AM0378.an estimated accuracy of +/- 6 seconds.
 AM0378
 AM0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0378.The vertical order pertains to the NGVD 29 superseded value.
 AM0378
 AM0378.The geoid height was determined by GEOID03.
 AM0378
 AM0378;                    North         East    Units  Estimated Accuracy
 AM0378;SPC TXSC     - 4,115,510.      903,550.      MT  (+/- 180 meters Scaled)
 AM0378
 AM0378                          SUPERSEDED SURVEY CONTROL
 AM0378
 AM0378  NGVD 29 (??/??/92)    8.119  (m)           26.64   (f) ADJ UNCH    1 2
 AM0378
 AM0378.Superseded values are not recommended for survey control.
 AM0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0378.See file dsdata.txt to determine how the superseded data were derived.
 AM0378
 AM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM181935(NAD 83)
 AM0378_MARKER: DB = BENCH MARK DISK
 AM0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0378_STAMPING: K 572 1941
 AM0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0378+STABILITY: SURFACE MOTION
 AM0378
 AM0378  HISTORY     - Date     Condition        Report By
 AM0378  HISTORY     - 1941     MONUMENTED       CGS
 AM0378  HISTORY     - 1951     GOOD             NGS
 AM0378  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0378
 AM0378                          STATION DESCRIPTION
 AM0378
 AM0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0378'2.7 MI E FROM WADSWORTH.
 AM0378'2.7 MILES EAST ALONG A SHELL ROAD FROM THE GULF, COLORADO AND SANTA FE
 AM0378'RAILROAD STATION AT WADSWORTH, ON THE OUTSIDE OF A LONG CURVE IN THE
 AM0378'ROAD, 295 FEET NORTHEAST OF THE CENTER LINE OF THE SHELL ROAD, 67 FEET
 AM0378'NORTHEAST OF THE CENTER LINE OF AN ABANDONED SHELL ROAD, 26.7 FEET
 AM0378'EAST OF A FENCE CORNER, 4 FEET SOUTHWEST OF A FENCE CORNER, 1.4 FEET
 AM0378'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AM0378'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 AM0378
 AM0378                          STATION RECOVERY (1998)
 AM0378
 AM0378'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0244 ***********************************************************************
 AM0244  DESIGNATION -  K 573
 AM0244  PID         -  AM0244
 AM0244  STATE/COUNTY-  TX/BRAZORIA
 AM0244  USGS QUAD   -  CEDAR LANE (1972)
 AM0244
 AM0244                         *CURRENT SURVEY CONTROL
 AM0244  ___________________________________________________________________
 AM0244* NAD 83(1986)-  28 59 15.     (N)    095 39 52.     (W)     SCALED    
 AM0244* NAVD 88     -         7.14   (+/-2cm)      23.4    (feet)  VERTCON   
 AM0244  ___________________________________________________________________
 AM0244  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0244
 AM0244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0244
 AM0244.The horizontal coordinates were scaled from a topographic map and have
 AM0244.an estimated accuracy of +/- 6 seconds.
 AM0244
 AM0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0244.The vertical order pertains to the NGVD 29 superseded value.
 AM0244
 AM0244.The geoid height was determined by GEOID03.
 AM0244
 AM0244;                    North         East    Units  Estimated Accuracy
 AM0244;SPC TXSC     - 4,132,550.      924,970.      MT  (+/- 180 meters Scaled)
 AM0244
 AM0244                          SUPERSEDED SURVEY CONTROL
 AM0244
 AM0244  NGVD 29 (??/??/92)    7.167  (m)           23.51   (f) ADJ UNCH    2 0
 AM0244
 AM0244.Superseded values are not recommended for survey control.
 AM0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0244.See file dsdata.txt to determine how the superseded data were derived.
 AM0244
 AM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN404095(NAD 83)
 AM0244_MARKER: DB = BENCH MARK DISK
 AM0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0244_STAMPING: K 573 1941
 AM0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0244+STABILITY: SURFACE MOTION
 AM0244
 AM0244  HISTORY     - Date     Condition        Report By
 AM0244  HISTORY     - 1941     MONUMENTED       CGS
 AM0244  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0244
 AM0244                          STATION DESCRIPTION
 AM0244
 AM0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0244'0.6 MI SE FROM CEDAR LANE.
 AM0244'IN BRAZORIA COUNTY, 0.6 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD
 AM0244'FROM THE POST OFFICE AT CEDAR LANE, MATAGORDA COUNTY, THENCE 5.5 MILES
 AM0244'NORTHEAST ALONG A COUNTY ROAD.  1.6 MILES SOUTHWEST OF THE JUNCTION OF
 AM0244'A ROAD LEADING NORTH TO SWEENY, AT MAGNOLIA SCHOOL, 187 FEET NORTHEAST
 AM0244'OF THE SCHOOL BUILDING, AT THE SOUTHEAST CORNER OF THE SCHOOLYARD, 44
 AM0244'FEET NORTH OF THE CENTERLINE OF THE ROAD, 5 FEET WEST OF A FENCE
 AM0244'CORNER, 2 FEET NORTH OF THE FENCE, 3 FEET NORTH OF A WHITE WOODEN
 AM0244'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED K 573
 AM0244'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE
 AM0244'GROUND.
 AM0244
 AM0244                          STATION RECOVERY (2003)
 AM0244
 AM0244'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0244'BUILDING STRUCTURE IS GONE AND FIELD HAS BEEN GRADED FOR FARM PASTURE.
 AM0244' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0541 ***********************************************************************
 AX0541  DESIGNATION -  K 575
 AX0541  PID         -  AX0541
 AX0541  STATE/COUNTY-  TX/WHARTON
 AX0541  USGS QUAD   -  DANEVANG (1951)
 AX0541
 AX0541                         *CURRENT SURVEY CONTROL
 AX0541  ___________________________________________________________________
 AX0541* NAD 83(1986)-  29 04 49.     (N)    096 12 57.     (W)     SCALED    
 AX0541* NAVD 88     -        22.59   (+/-2cm)      74.1    (feet)  VERTCON   
 AX0541  ___________________________________________________________________
 AX0541  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0541
 AX0541  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0541
 AX0541.The horizontal coordinates were scaled from a topographic map and have
 AX0541.an estimated accuracy of +/- 6 seconds.
 AX0541
 AX0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0541.The vertical order pertains to the NGVD 29 superseded value.
 AX0541
 AX0541.The geoid height was determined by GEOID03.
 AX0541
 AX0541;                    North         East    Units  Estimated Accuracy
 AX0541;SPC TXSC     - 4,141,420.      871,020.      MT  (+/- 180 meters Scaled)
 AX0541
 AX0541                          SUPERSEDED SURVEY CONTROL
 AX0541
 AX0541  NGVD 29 (??/??/92)   22.604  (m)           74.16   (f) ADJ UNCH    2 0
 AX0541
 AX0541.Superseded values are not recommended for survey control.
 AX0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0541.See file dsdata.txt to determine how the superseded data were derived.
 AX0541
 AX0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT710200(NAD 83)
 AX0541_MARKER: DB = BENCH MARK DISK
 AX0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0541_STAMPING: K 575 1941
 AX0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0541+STABILITY: SURFACE MOTION
 AX0541
 AX0541  HISTORY     - Date     Condition        Report By
 AX0541  HISTORY     - 1941     MONUMENTED       CGS
 AX0541  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX0541
 AX0541                          STATION DESCRIPTION
 AX0541
 AX0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0541'1.7 MI NW FROM DANEVANG.
 AX0541'TO REACH THE BENCH MARK FROM THE CROSSROADS IN DANEVANG-- 1.7 MILES
 AX0541'NORTHWEST ALONG STATE HIGHWAY 71 TO A LARGE FARM HOUSE AND THE SITE OF
 AX0541'THE MARK.  BENCH MARK IS AT THE NORTHEAST CORNER OF THE YARD AROUND A
 AX0541'LARGE WHITE FRAME HOUSE, 53.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 AX0541'ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 9.0 FEET NORTHWEST OF THE
 AX0541'CORNER FENCE POST, 3.0 FEET SOUTHEAST OF 4X4 INCH WOODEN MARKER POST,
 AX0541'AND 1.0 FOOT NORTHEAST OF THE RIGHT OF WAY FENCE. MONUMENT PROJECTS
 AX0541'ABOUT 0.5 FOOT AND IS STAMPED K 575 1941.
 AX0541
 AX0541                          STATION RECOVERY (1990)
 AX0541
 AX0541'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AX0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0228 ***********************************************************************
 AN0228  DESIGNATION -  K 576
 AN0228  PID         -  AN0228
 AN0228  STATE/COUNTY-  TX/MATAGORDA
 AN0228  USGS QUAD   -  MARKHAM (1995)
 AN0228
 AN0228                         *CURRENT SURVEY CONTROL
 AN0228  ___________________________________________________________________
 AN0228* NAD 83(1986)-  28 59 16.     (N)    096 05 23.     (W)     SCALED    
 AN0228* NAVD 88     -        17.36   (+/-2cm)      57.0    (feet)  VERTCON   
 AN0228  ___________________________________________________________________
 AN0228  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AN0228
 AN0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0228
 AN0228.The horizontal coordinates were scaled from a topographic map and have
 AN0228.an estimated accuracy of +/- 6 seconds.
 AN0228
 AN0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0228.The vertical order pertains to the NGVD 29 superseded value.
 AN0228
 AN0228.The geoid height was determined by GEOID03.
 AN0228
 AN0228;                    North         East    Units  Estimated Accuracy
 AN0228;SPC TXSC     - 4,131,470.      883,550.      MT  (+/- 180 meters Scaled)
 AN0228
 AN0228                          SUPERSEDED SURVEY CONTROL
 AN0228
 AN0228  NGVD 29 (??/??/92)   17.391  (m)           57.06   (f) ADJ UNCH    2 0
 AN0228
 AN0228.Superseded values are not recommended for survey control.
 AN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0228.See file dsdata.txt to determine how the superseded data were derived.
 AN0228
 AN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT835101(NAD 83)
 AN0228_MARKER: DB = BENCH MARK DISK
 AN0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0228_SP_SET: CULVERT
 AN0228_STAMPING: K 576 1941
 AN0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0228+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AN0228
 AN0228  HISTORY     - Date     Condition        Report By
 AN0228  HISTORY     - 1941     MONUMENTED
 AN0228  HISTORY     - 1943     GOOD             NGS
 AN0228  HISTORY     - 1991     GOOD             USPSQD
 AN0228  HISTORY     - 20060312 GOOD             USPSQD
 AN0228
 AN0228                          STATION DESCRIPTION
 AN0228
 AN0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0228'2.4 MI NW FROM MARKHAM.
 AN0228'ABOUT 2.4 MILES NORTHWEST ALONG A PAVED ROAD FROM THE TEXAS AND NEW
 AN0228'ORLEANS RAILROAD STATION AT MARKHAM, MATAGORDA COUNTY, AT A CONCRETE
 AN0228'CULVERT, AT THE NORTHWEST END OF THE NORTHEAST HEAD WALL, IN THE TOP
 AN0228'OF THE NORTH WING WALL, 16 FEET NORTHEAST OF THE CENTER LINE OF THE
 AN0228'ROAD, AND ABOUT LEVEL WITH THE ROAD.  A TEXAS RECLAMATION DEPARTMENT
 AN0228'STANDARD DISK, STAMPED K 576 1941.
 AN0228
 AN0228                          STATION RECOVERY (1991)
 AN0228
 AN0228'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0228'RECOVERED IN GOOD CONDITION.
 AN0228
 AN0228                          STATION RECOVERY (2006)
 AN0228
 AN0228'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0228'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0483 ***********************************************************************
 AX0483  DESIGNATION -  K 577
 AX0483  PID         -  AX0483
 AX0483  STATE/COUNTY-  TX/WHARTON
 AX0483  USGS QUAD   -  LANE CITY (1980)
 AX0483
 AX0483                         *CURRENT SURVEY CONTROL
 AX0483  ___________________________________________________________________
 AX0483* NAD 83(1986)-  29 08 13.     (N)    096 05 40.     (W)     SCALED    
 AX0483* NAVD 88     -        23.46   (+/-2cm)      77.0    (feet)  VERTCON   
 AX0483  ___________________________________________________________________
 AX0483  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0483
 AX0483  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0483
 AX0483.The horizontal coordinates were scaled from a topographic map and have
 AX0483.an estimated accuracy of +/- 6 seconds.
 AX0483
 AX0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0483.The vertical order pertains to the NGVD 29 superseded value.
 AX0483
 AX0483.The geoid height was determined by GEOID03.
 AX0483
 AX0483;                    North         East    Units  Estimated Accuracy
 AX0483;SPC TXSC     - 4,147,990.      882,670.      MT  (+/- 180 meters Scaled)
 AX0483
 AX0483                          SUPERSEDED SURVEY CONTROL
 AX0483
 AX0483  NGVD 29 (??/??/92)   23.470  (m)           77.00   (f) ADJ UNCH    2 0
 AX0483
 AX0483.Superseded values are not recommended for survey control.
 AX0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0483.See file dsdata.txt to determine how the superseded data were derived.
 AX0483
 AX0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT826266(NAD 83)
 AX0483_MARKER: DB = BENCH MARK DISK
 AX0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0483_STAMPING: K 577 1941
 AX0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0483+STABILITY: SURFACE MOTION
 AX0483
 AX0483  HISTORY     - Date     Condition        Report By
 AX0483  HISTORY     - 1941     MONUMENTED       CGS
 AX0483
 AX0483                          STATION DESCRIPTION
 AX0483
 AX0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0483'11.9 MI SE FROM PIERCE.
 AX0483'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PIERCE--
 AX0483'PROCEED 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 59 TO THE
 AX0483'INTERSECTION OF GRAVELED ROAD. THENCE, GO 9.2 MILES SOUTHEASTERLY
 AX0483'ALONG GRAVELED ROAD TOWARDS MARKHAM TO INTERSECTION CROSSROAD. THENCE,
 AX0483'GO 2.2 MILES NORTHEASTERLY ALONG ROAD TO THE SITE OF THE BENCH MARK.
 AX0483'BENCH MARK IS IN THE NORTHWEST CONRER OF YARD AROUND FARM HOUSE, 28.0
 AX0483'FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX0483'THE ROAD AND 28.0 FEET NORTHEAST OF THE CENTERLINE OF DRIVEWAY. IT IS
 AX0483'3.0 FEET WEST OF A 4X4 INCH WOODEN MARKER POST AND 1.0 FOOT SOUTHWEST
 AX0483'OF FENCE.  THE MOUMENT PROJECTS 0.6 FOOT.  STAMPED, K 577 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0118 ***********************************************************************
 AN0118  DESIGNATION -  K 578
 AN0118  PID         -  AN0118
 AN0118  STATE/COUNTY-  TX/JACKSON
 AN0118  USGS QUAD   -  FRANCITAS NE (1995)
 AN0118
 AN0118                         *CURRENT SURVEY CONTROL
 AN0118  ___________________________________________________________________
 AN0118* NAD 83(1986)-  28 53 29.     (N)    096 20 22.     (W)     SCALED    
 AN0118* NAVD 88     -        11.70   (+/-2cm)      38.4    (feet)  VERTCON   
 AN0118  ___________________________________________________________________
 AN0118  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0118
 AN0118  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0118
 AN0118.The horizontal coordinates were scaled from a topographic map and have
 AN0118.an estimated accuracy of +/- 6 seconds.
 AN0118
 AN0118.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0118.The vertical order pertains to the NGVD 29 superseded value.
 AN0118
 AN0118.The geoid height was determined by GEOID03.
 AN0118
 AN0118;                    North         East    Units  Estimated Accuracy
 AN0118;SPC TXSC     - 4,120,210.      859,460.      MT  (+/- 180 meters Scaled)
 AN0118
 AN0118                          SUPERSEDED SURVEY CONTROL
 AN0118
 AN0118  NGVD 29 (??/??/92)   11.743  (m)           38.53   (f) ADJ UNCH    2 0
 AN0118
 AN0118.Superseded values are not recommended for survey control.
 AN0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0118.See file dsdata.txt to determine how the superseded data were derived.
 AN0118
 AN0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS594988(NAD 83)
 AN0118_MARKER: DB = BENCH MARK DISK
 AN0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0118_STAMPING: K 578 1941
 AN0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0118+STABILITY: SURFACE MOTION
 AN0118
 AN0118  HISTORY     - Date     Condition        Report By
 AN0118  HISTORY     - 1941     MONUMENTED       CGS
 AN0118  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 AN0118
 AN0118                          STATION DESCRIPTION
 AN0118
 AN0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0118'2.9 MI N FROM FRANCITAS.
 AN0118'ABOUT 2.9 MILES NORTH ALONG THE ROAD TO LOUISE FROM THE ST. LOUIS,
 AN0118'BROWNSVILLE AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY,
 AN0118'ABOUT 0.1 MILE NORTH OF SOME LARGE OAK TREES, 40 FEET WEST OF THE
 AN0118'CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AN0118'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD. A
 AN0118'STANDARD DISK, STAMPED K 578 1941 AND SET IN THE TOP OF A CONCRETE
 AN0118'POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN0118
 AN0118                          STATION RECOVERY (1991)
 AN0118
 AN0118'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0104 ***********************************************************************
 AN0104  DESIGNATION -  K 579
 AN0104  PID         -  AN0104
 AN0104  STATE/COUNTY-  TX/JACKSON
 AN0104  USGS QUAD   -  FRANCITAS NW (1995)
 AN0104
 AN0104                         *CURRENT SURVEY CONTROL
 AN0104  ___________________________________________________________________
 AN0104* NAD 83(1986)-  28 57 08.     (N)    096 24 31.     (W)     SCALED    
 AN0104* NAVD 88     -        15.95   (+/-2cm)      52.3    (feet)  VERTCON   
 AN0104  ___________________________________________________________________
 AN0104  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AN0104
 AN0104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0104
 AN0104.The horizontal coordinates were scaled from a topographic map and have
 AN0104.an estimated accuracy of +/- 6 seconds.
 AN0104
 AN0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0104.The vertical order pertains to the NGVD 29 superseded value.
 AN0104
 AN0104.The geoid height was determined by GEOID03.
 AN0104
 AN0104;                    North         East    Units  Estimated Accuracy
 AN0104;SPC TXSC     - 4,126,800.      852,570.      MT  (+/- 180 meters Scaled)
 AN0104
 AN0104                          SUPERSEDED SURVEY CONTROL
 AN0104
 AN0104  NGVD 29 (??/??/92)   15.972  (m)           52.40   (f) ADJ UNCH    2 0
 AN0104
 AN0104.Superseded values are not recommended for survey control.
 AN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0104.See file dsdata.txt to determine how the superseded data were derived.
 AN0104
 AN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT525054(NAD 83)
 AN0104_MARKER: DB = BENCH MARK DISK
 AN0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0104_SP_SET: CULVERT
 AN0104_STAMPING: K 579 1941
 AN0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0104
 AN0104  HISTORY     - Date     Condition        Report By
 AN0104  HISTORY     - 1941     MONUMENTED       CGS
 AN0104  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 AN0104
 AN0104                          STATION DESCRIPTION
 AN0104
 AN0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0104'11.4 MI NW FROM FRANCITAS.
 AN0104'ABOUT 6.8 MILES NORTH ALONG A GRADED ROAD FROM THE ST. LOUIS,
 AN0104'BROWNSVILLE AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY,
 AN0104'THENCE ABOUT 4.6 MILES WEST ALONG STATE HIGHWAY 111.  AT A ROAD
 AN0104'INTERSECTION, 36 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 AN0104'ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT A 4- BY
 AN0104'8-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH
 AN0104'HEAD WALL, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD
 AN0104'DISK, STAMPED K 579 1941.
 AN0104
 AN0104                          STATION RECOVERY (1991)
 AN0104
 AN0104'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0279 ***********************************************************************
 AN0279  DESIGNATION -  K 582
 AN0279  PID         -  AN0279
 AN0279  STATE/COUNTY-  TX/MATAGORDA
 AN0279  USGS QUAD   -  PALACIOS (1995)
 AN0279
 AN0279                         *CURRENT SURVEY CONTROL
 AN0279  ___________________________________________________________________
 AN0279* NAD 83(1986)-  28 43 41.     (N)    096 09 42.     (W)     SCALED    
 AN0279* NAVD 88     -         3.91   (+/-2cm)      12.8    (feet)  VERTCON   
 AN0279  ___________________________________________________________________
 AN0279  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN0279
 AN0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0279
 AN0279.The horizontal coordinates were scaled from a topographic map and have
 AN0279.an estimated accuracy of +/- 6 seconds.
 AN0279
 AN0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0279.The vertical order pertains to the NGVD 29 superseded value.
 AN0279
 AN0279.The geoid height was determined by GEOID03.
 AN0279
 AN0279;                    North         East    Units  Estimated Accuracy
 AN0279;SPC TXSC     - 4,102,530.      877,240.      MT  (+/- 180 meters Scaled)
 AN0279
 AN0279                          SUPERSEDED SURVEY CONTROL
 AN0279
 AN0279  NGVD 29 (??/??/92)    3.971  (m)           13.03   (f) ADJ UNCH    2 0
 AN0279
 AN0279.Superseded values are not recommended for survey control.
 AN0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0279.See file dsdata.txt to determine how the superseded data were derived.
 AN0279
 AN0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS772811(NAD 83)
 AN0279_MARKER: DB = BENCH MARK DISK
 AN0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0279_STAMPING: K 582 1941
 AN0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0279+STABILITY: SURFACE MOTION
 AN0279
 AN0279  HISTORY     - Date     Condition        Report By
 AN0279  HISTORY     - 1941     MONUMENTED       CGS
 AN0279  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0279
 AN0279                          STATION DESCRIPTION
 AN0279
 AN0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0279'1.0 MI NE FROM COLLEGEPORT.
 AN0279'1.0 MILE NORTHEAST ALONG A PAVED COUNTY ROAD FROM THE SCHOOL AT
 AN0279'COLLEGEPORT, MATAGORDA COUNTY, AT THE MIDDLE OF AN 0.4-MILE
 AN0279'NORTHEAST-AND-SOUTHWEST TANGENT IN THE ROAD, 39 FEET NORTHWEST OF THE
 AN0279'CENTER LINE OF THE ROAD, 4 FEET NORTH OF POWER POLE NO. 258, IN LINE
 AN0279'WITH THE ROW OF POLES, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AN0279'POST.  A STANDARD DISK, STAMPED K 582 1941 AND SET IN THE TOP OF A
 AN0279'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AN0279
 AN0279                          STATION RECOVERY (1991)
 AN0279
 AN0279'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0192 ***********************************************************************
 AN0192  DESIGNATION -  K 583
 AN0192  PID         -  AN0192
 AN0192  STATE/COUNTY-  TX/MATAGORDA
 AN0192  USGS QUAD   -  BLESSING (1995)
 AN0192
 AN0192                         *CURRENT SURVEY CONTROL
 AN0192  ___________________________________________________________________
 AN0192* NAD 83(1986)-  28 48 50.     (N)    096 12 35.     (W)     SCALED    
 AN0192* NAVD 88     -         8.14   (+/-2cm)      26.7    (feet)  VERTCON   
 AN0192  ___________________________________________________________________
 AN0192  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN0192
 AN0192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0192
 AN0192.The horizontal coordinates were scaled from a topographic map and have
 AN0192.an estimated accuracy of +/- 6 seconds.
 AN0192
 AN0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0192.The vertical order pertains to the NGVD 29 superseded value.
 AN0192
 AN0192.The geoid height was determined by GEOID03.
 AN0192
 AN0192;                    North         East    Units  Estimated Accuracy
 AN0192;SPC TXSC     - 4,111,920.      872,320.      MT  (+/- 180 meters Scaled)
 AN0192
 AN0192                          SUPERSEDED SURVEY CONTROL
 AN0192
 AN0192  NGVD 29 (??/??/92)    8.20   (m)           26.9    (f) COMPUTED    2 0
 AN0192
 AN0192.Superseded values are not recommended for survey control.
 AN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0192.See file dsdata.txt to determine how the superseded data were derived.
 AN0192
 AN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS723905(NAD 83)
 AN0192_MARKER: DB = BENCH MARK DISK
 AN0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0192_SP_SET: CULVERT
 AN0192_STAMPING: K 583 1941
 AN0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0192
 AN0192  HISTORY     - Date     Condition        Report By
 AN0192  HISTORY     - 1941     MONUMENTED       CGS
 AN0192
 AN0192                          STATION DESCRIPTION
 AN0192
 AN0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0192'4.2 MI SE FROM BLESSING.
 AN0192'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AN0192'BLESSING-- GO EASTERLY 0.4 MILE ALONG STATE HIWAY NO. 93 TO THE
 AN0192'JUNCTION OF STATE HIWAY NO. 35, THENCE SOUTHERLY (RIGHT) ALONG STATE
 AN0192'HIWAY NO. 35 3.8 MILES TO THE SITE OF THE MARK.  BENCH MARK IS ON TOP
 AN0192'OF THE SOUTH WINGWALL AT THE WEST END OF 5X5 FOOT BOX CULVERT UNDER
 AN0192'HIWAY NO. 35.  A MONEL METAL DISK SET HORIZONTALLY IN A CONCRETE
 AN0192'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0193 ***********************************************************************
 AN0193  DESIGNATION -  K 583 RESET 1963
 AN0193  PID         -  AN0193
 AN0193  STATE/COUNTY-  TX/MATAGORDA
 AN0193  USGS QUAD   -  BLESSING (1995)
 AN0193
 AN0193                         *CURRENT SURVEY CONTROL
 AN0193  ___________________________________________________________________
 AN0193* NAD 83(1986)-  28 48 50.     (N)    096 12 35.     (W)     SCALED    
 AN0193* NAVD 88     -         8.29   (+/-2cm)      27.2    (feet)  VERTCON   
 AN0193  ___________________________________________________________________
 AN0193  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN0193
 AN0193  VERT ORDER  -  THIRD (See Below)
 AN0193
 AN0193.The horizontal coordinates were scaled from a topographic map and have
 AN0193.an estimated accuracy of +/- 6 seconds.
 AN0193
 AN0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0193.The vertical order pertains to the NGVD 29 superseded value.
 AN0193
 AN0193.The geoid height was determined by GEOID03.
 AN0193
 AN0193;                    North         East    Units  Estimated Accuracy
 AN0193;SPC TXSC     - 4,111,920.      872,320.      MT  (+/- 180 meters Scaled)
 AN0193
 AN0193                          SUPERSEDED SURVEY CONTROL
 AN0193
 AN0193  NGVD 29 (??/??/??)    8.35   (m)           27.4    (f) RESET       3  
 AN0193
 AN0193.Superseded values are not recommended for survey control.
 AN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0193.See file dsdata.txt to determine how the superseded data were derived.
 AN0193
 AN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS723905(NAD 83)
 AN0193_MARKER: DB = BENCH MARK DISK
 AN0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0193_STAMPING: K 583 RESET 1963
 AN0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0193+STABILITY: SURFACE MOTION
 AN0193
 AN0193  HISTORY     - Date     Condition        Report By
 AN0193  HISTORY     - 1963     MONUMENTED       CGS
 AN0193  HISTORY     - 1991     GOOD             USPSQD
 AN0193
 AN0193                          STATION DESCRIPTION
 AN0193
 AN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0193'5.1 MI SE FROM BLESSING.
 AN0193'ABOUT 1.0 MILE EAST ALONG FARM ROAD 616, AT BLESSING, THENCE 4.1 MILES
 AN0193'SOUTH ALONG STATE HIGHWAY 35, 80 FEET EAST OF THE CENTER LINE OF STATE
 AN0193'HIGHWAY 35, 22.5 FEET NORTH OF A POWERLINE POLE, 218 FEET SOUTH OF THE
 AN0193'CENTER OF A CULVERT (MEASURED ALONG THE RIGHT-OF-WAY FENCE.), 1 FOOT
 AN0193'EAST OF THE RIGHT-OF-WAY FENCE, AND 1.5 FEET SOUTHWEST OF A METAL
 AN0193'WITNESS POST.  AT TEXAS HIGHWAY DEPARTMENT STATION 1154+ 7. A STANDARD
 AN0193'DISK SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES.
 AN0193
 AN0193                          STATION RECOVERY (1991)
 AN0193
 AN0193'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0173 ***********************************************************************
 AN0173  DESIGNATION -  K 584
 AN0173  PID         -  AN0173
 AN0173  STATE/COUNTY-  TX/MATAGORDA
 AN0173  USGS QUAD   -  TURTLE BAY (1995)
 AN0173
 AN0173                         *CURRENT SURVEY CONTROL
 AN0173  ___________________________________________________________________
 AN0173* NAD 83(1986)-  28 43 11.     (N)    096 18 29.     (W)     SCALED    
 AN0173* NAVD 88     -         5.24   (+/-2cm)      17.2    (feet)  VERTCON   
 AN0173  ___________________________________________________________________
 AN0173  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN0173
 AN0173  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0173
 AN0173.The horizontal coordinates were scaled from a topographic map and have
 AN0173.an estimated accuracy of +/- 6 seconds.
 AN0173
 AN0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0173.The vertical order pertains to the NGVD 29 superseded value.
 AN0173
 AN0173.The geoid height was determined by GEOID03.
 AN0173
 AN0173;                    North         East    Units  Estimated Accuracy
 AN0173;SPC TXSC     - 4,101,260.      862,960.      MT  (+/- 180 meters Scaled)
 AN0173
 AN0173                          SUPERSEDED SURVEY CONTROL
 AN0173
 AN0173  NGVD 29 (??/??/92)    5.314  (m)           17.43   (f) ADJ UNCH    2 0
 AN0173
 AN0173.Superseded values are not recommended for survey control.
 AN0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0173.See file dsdata.txt to determine how the superseded data were derived.
 AN0173
 AN0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS629799(NAD 83)
 AN0173_MARKER: DB = BENCH MARK DISK
 AN0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0173_SP_SET: CULVERT
 AN0173_STAMPING: K 584 1941
 AN0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0173
 AN0173  HISTORY     - Date     Condition        Report By
 AN0173  HISTORY     - 1941     MONUMENTED       CGS
 AN0173
 AN0173                          STATION DESCRIPTION
 AN0173
 AN0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0173'6.1 MI W FROM PALACIOS.
 AN0173'6.1 MILES WEST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW ORLEANS
 AN0173'RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY, AT A ROAD
 AN0173'INTERSECTION, 46 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT A 3-
 AN0173'BY 3-FOOT CONCRETE-BOX CULVERT UNDER THE SIDE ROAD, AND IN THE TOP OF
 AN0173'THE NORTH END OF THE WEST HEADWALL.  A STANDARD DISK, STAMPED K 584
 AN0173'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0138 ***********************************************************************
 AM0138  DESIGNATION -  K 585
 AM0138  PID         -  AM0138
 AM0138  STATE/COUNTY-  TX/MATAGORDA
 AM0138  USGS QUAD   -  WADSWORTH (1972)
 AM0138
 AM0138                         *CURRENT SURVEY CONTROL
 AM0138  ___________________________________________________________________
 AM0138* NAD 83(1986)-  28 45 27.     (N)    095 53 54.     (W)     SCALED    
 AM0138* NAVD 88     -         5.88   (+/-2cm)      19.3    (feet)  VERTCON   
 AM0138  ___________________________________________________________________
 AM0138  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AM0138
 AM0138  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0138
 AM0138.The horizontal coordinates were scaled from a topographic map and have
 AM0138.an estimated accuracy of +/- 6 seconds.
 AM0138
 AM0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0138.The vertical order pertains to the NGVD 29 superseded value.
 AM0138
 AM0138.The geoid height was determined by GEOID03.
 AM0138
 AM0138;                    North         East    Units  Estimated Accuracy
 AM0138;SPC TXSC     - 4,106,440.      902,860.      MT  (+/- 180 meters Scaled)
 AM0138
 AM0138                          SUPERSEDED SURVEY CONTROL
 AM0138
 AM0138  NGVD 29 (??/??/92)    5.927  (m)           19.45   (f) ADJ UNCH    1 1
 AM0138
 AM0138.Superseded values are not recommended for survey control.
 AM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0138.See file dsdata.txt to determine how the superseded data were derived.
 AM0138
 AM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM169845(NAD 83)
 AM0138_MARKER: DB = BENCH MARK DISK
 AM0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0138_STAMPING: K 585 1941
 AM0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0138+STABILITY: SURFACE MOTION
 AM0138
 AM0138  HISTORY     - Date     Condition        Report By
 AM0138  HISTORY     - 1941     MONUMENTED       CGS
 AM0138  HISTORY     - 1951     GOOD             NGS
 AM0138
 AM0138                          STATION DESCRIPTION
 AM0138
 AM0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0138'1.9 MI E FROM GULF HILL.
 AM0138'1.9 MILES EAST ALONG AN OILED ROAD FROM THE GULF, COLORADO AND SANTA
 AM0138'FE RAILWAY SIDING AT GULF HILL, 317 FEET EAST OF AN IRON CATTLE GUARD,
 AM0138'ON THE OUTSIDE OF A SHARP CURVE IN THE ROAD, AT THE T-JUNCTION OF A
 AM0138'DIRT ROAD LEADING NORTH, 64 FEET EAST OF THE CENTERLINE OF THE DIRT
 AM0138'ROAD, 28 FEET WEST OF A FENCE LINE, 5 FEET NORTHEAST OF THE CONCRETE
 AM0138'BASE OF AN ABANDONED POLE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AM0138'POST, AND LEVEL WITH THE DIRT ROAD.  A STANDARD DISK, STAMPED K 585
 AM0138'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 AM0138'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4467 ***********************************************************************
 AW4467  DESIGNATION -  K 586
 AW4467  PID         -  AW4467
 AW4467  STATE/COUNTY-  TX/BRAZORIA
 AW4467  USGS QUAD   -  BRAZORIA (1952)
 AW4467
 AW4467                         *CURRENT SURVEY CONTROL
 AW4467  ___________________________________________________________________
 AW4467* NAD 83(1986)-  29 02 09.     (N)    095 34 05.     (W)     SCALED    
 AW4467* NAVD 88     -         8.66   (+/-2cm)      28.4    (feet)  VERTCON   
 AW4467  ___________________________________________________________________
 AW4467  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AW4467
 AW4467  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4467
 AW4467.The horizontal coordinates were scaled from a topographic map and have
 AW4467.an estimated accuracy of +/- 6 seconds.
 AW4467
 AW4467.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4467.The vertical order pertains to the NGVD 29 superseded value.
 AW4467
 AW4467.The geoid height was determined by GEOID03.
 AW4467
 AW4467;                    North         East    Units  Estimated Accuracy
 AW4467;SPC TXSC     - 4,138,170.      934,200.      MT  (+/- 180 meters Scaled)
 AW4467
 AW4467                          SUPERSEDED SURVEY CONTROL
 AW4467
 AW4467  NGVD 29 (??/??/92)    8.68   (m)           28.5    (f) COMPUTED    1 2
 AW4467
 AW4467.Superseded values are not recommended for survey control.
 AW4467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4467.See file dsdata.txt to determine how the superseded data were derived.
 AW4467
 AW4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN499146(NAD 83)
 AW4467_MARKER: DB = BENCH MARK DISK
 AW4467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4467_SP_SET: CULVERT
 AW4467_STAMPING: K 586 1942
 AW4467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4467
 AW4467  HISTORY     - Date     Condition        Report By
 AW4467  HISTORY     - 1942     MONUMENTED       CGS
 AW4467  HISTORY     - 1943     GOOD             NGS
 AW4467  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4467
 AW4467                          STATION DESCRIPTION
 AW4467
 AW4467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AW4467'0.65 MI S FROM BRAZORIA.
 AW4467'0.65 MILE SOUTH ALONG STATE HIGHWAY 36 FROM THE MISSOURI PACIFIC
 AW4467'RAILROAD STATION AT BRAZORIA, AT THE Y-JUNCTION OF A SHELL ROAD
 AW4467'LEADING SOUTH, 98 FEET EAST OF THE CENTERLINE OF THE ROAD, 12.5 FEET
 AW4467'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE-BOX CULVERT
 AW4467'UNDER THE HIGHWAY, IN THE TOP OF THE NORTH END OF THE WEST HEADWALL,
 AW4467'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 586 1942.
 AW4467
 AW4467                          STATION RECOVERY (1994)
 AW4467
 AW4467'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0103 ***********************************************************************
 AW0103  DESIGNATION -  K 586 RESET 1961
 AW0103  PID         -  AW0103
 AW0103  STATE/COUNTY-  TX/BRAZORIA
 AW0103  USGS QUAD   -  BRAZORIA (1952)
 AW0103
 AW0103                         *CURRENT SURVEY CONTROL
 AW0103  ___________________________________________________________________
 AW0103* NAD 83(1986)-  29 02 09.     (N)    095 34 10.     (W)     SCALED    
 AW0103* NAVD 88     -         8.53   (+/-2cm)      28.0    (feet)  VERTCON   
 AW0103  ___________________________________________________________________
 AW0103  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AW0103
 AW0103  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0103
 AW0103.The horizontal coordinates were scaled from a topographic map and have
 AW0103.an estimated accuracy of +/- 6 seconds.
 AW0103
 AW0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0103.The vertical order pertains to the NGVD 29 superseded value.
 AW0103
 AW0103.The geoid height was determined by GEOID03.
 AW0103
 AW0103;                    North         East    Units  Estimated Accuracy
 AW0103;SPC TXSC     - 4,138,170.      934,070.      MT  (+/- 180 meters Scaled)
 AW0103
 AW0103                          SUPERSEDED SURVEY CONTROL
 AW0103
 AW0103  NGVD 29 (??/??/92)    8.548  (m)           28.04   (f) ADJ UNCH    1 1
 AW0103
 AW0103.Superseded values are not recommended for survey control.
 AW0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0103.See file dsdata.txt to determine how the superseded data were derived.
 AW0103
 AW0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN497146(NAD 83)
 AW0103_MARKER: DD = SURVEY DISK
 AW0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0103_SP_SET: CULVERT
 AW0103_STAMPING: K 586 RESET 1961
 AW0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0103
 AW0103  HISTORY     - Date     Condition        Report By
 AW0103  HISTORY     - 1961     MONUMENTED       CGS
 AW0103  HISTORY     - 1963     GOOD             NGS
 AW0103  HISTORY     - 1978     GOOD             NGS
 AW0103  HISTORY     - 1987     GOOD             USPSQD
 AW0103  HISTORY     - 1987     GOOD             USPSQD
 AW0103  HISTORY     - 1989     GOOD             USPSQD
 AW0103  HISTORY     - 19940416 GOOD             USPSQD
 AW0103  HISTORY     - 20010428 GOOD             USPSQD
 AW0103
 AW0103                          STATION DESCRIPTION
 AW0103
 AW0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AW0103'0.6 MI S FROM BRAZORIA.
 AW0103'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BRAZORIA.
 AW0103'PROCEED 0.6 MILE SOUTHERLY ALONG STATE HIGHWAY NO. 36 TO SITE OF BENCH
 AW0103'MARK.  BENCH MARK IS AT THE INTERSECTION OF STATE HIGHWAY NO. 36 AND
 AW0103'F.M. ROAD NO. 521.  79 FEET EAST OF THE CENTERLINE OF F.M. 521, 31.0
 AW0103'FEET SOUTHWESTERLY AND ABOUT 0.5 FEET BELOW THE CENTERLINE OF THE
 AW0103'STATE HIGHWAY 36.  IT IS A STANDARD BENCH MARK DISK SET HORIZONTALLY
 AW0103'IN THE CENTER OF THE WEST HEADWALL OF CONCRETE BOX CULVERT UNDER
 AW0103'HIGHWAY.
 AW0103
 AW0103                          STATION RECOVERY (1963)
 AW0103
 AW0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AW0103'RECOVERED IN GOOD CONDITION.
 AW0103
 AW0103                          STATION RECOVERY (1978)
 AW0103
 AW0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0103'RECOVERED IN GOOD CONDITION.
 AW0103
 AW0103                          STATION RECOVERY (1987)
 AW0103
 AW0103'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0103'RECOVERED IN GOOD CONDITION.
 AW0103
 AW0103                          STATION RECOVERY (1987)
 AW0103
 AW0103'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW0103'RECOVERED IN GOOD CONDITION.
 AW0103
 AW0103                          STATION RECOVERY (1989)
 AW0103
 AW0103'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW0103'RECOVERED IN GOOD CONDITION.
 AW0103
 AW0103                          STATION RECOVERY (1994)
 AW0103
 AW0103'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0103'RECOVERED IN GOOD CONDITION.
 AW0103
 AW0103                          STATION RECOVERY (2001)
 AW0103
 AW0103'RECOVERY NOTE BY US POWER SQUADRON 2001
 AW0103'MARKED K586 RESET 1961
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0303 ***********************************************************************
 AH0303  DESIGNATION -  K 587
 AH0303  PID         -  AH0303
 AH0303  STATE/COUNTY-  TX/SAN PATRICIO
 AH0303  USGS QUAD   -  TAFT (1975)
 AH0303
 AH0303                         *CURRENT SURVEY CONTROL
 AH0303  ___________________________________________________________________
 AH0303* NAD 83(1986)-  27 55 31.     (N)    097 28 19.     (W)     SCALED    
 AH0303* NAVD 88     -        18.73   (+/-2cm)      61.5    (feet)  VERTCON   
 AH0303  ___________________________________________________________________
 AH0303  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AH0303
 AH0303  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0303
 AH0303.The horizontal coordinates were scaled from a topographic map and have
 AH0303.an estimated accuracy of +/- 6 seconds.
 AH0303
 AH0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0303.The vertical order pertains to the NGVD 29 superseded value.
 AH0303
 AH0303.The geoid height was determined by GEOID03.
 AH0303
 AH0303;                    North         East    Units  Estimated Accuracy
 AH0303;SPC TX S     - 5,250,660.      401,190.      MT  (+/- 180 meters Scaled)
 AH0303
 AH0303                          SUPERSEDED SURVEY CONTROL
 AH0303
 AH0303  NGVD 29 (??/??/92)   18.908  (m)           62.03   (f) ADJ UNCH    2 0
 AH0303
 AH0303.Superseded values are not recommended for survey control.
 AH0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0303.See file dsdata.txt to determine how the superseded data were derived.
 AH0303
 AH0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR503898(NAD 83)
 AH0303_MARKER: DB = BENCH MARK DISK
 AH0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0303_STAMPING: K 587 1942
 AH0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0303+STABILITY: SURFACE MOTION
 AH0303
 AH0303  HISTORY     - Date     Condition        Report By
 AH0303  HISTORY     - 1942     MONUMENTED       CGS
 AH0303  HISTORY     - 1949     GOOD             NGS
 AH0303  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0303
 AH0303                          STATION DESCRIPTION
 AH0303
 AH0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0303'6.1 MI SW FROM TAFT.
 AH0303'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT TAFT-- PROCEED
 AH0303'3.7 MILES SOUTHWEST ALONG OILED ROAD TOWARDS ODEM TO INTERSECTION OF
 AH0303'ROADS AT CURVE.  THENCE, GO 1.2 MILES SOUTHWEST TO CURVE.  THENCE 1.2
 AH0303'MILES WEST ALONG DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AH0303'IS ABOUT 0.25 MILE EAST OF OILED ROAD LEADING SOUTH, 0.1 MILE EAST OF
 AH0303'OILED ROAD LEADING NORTH AND ABOUT 140.0 FEET SOUTH OF THE CENTERLINE
 AH0303'OF THE ROAD.  IT IS 3.0 FEET SOUTH OF THE NORTHWEST CORNER OF TWO
 AH0303'STORY FRAME HOUSE OWNED BY W.C. MAYFIELD IN 1942.  THE MONUMENT
 AH0303'PROJECTS 0.4 FOOT.  NOTE-- NO MARKER POST WAS SET AS CORNER OF HOUSE
 AH0303'SERVES AS LANDMARK.
 AH0303
 AH0303                          STATION RECOVERY (1949)
 AH0303
 AH0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 AH0303'RECOVERED IN GOOD CONDITION.
 AH0303
 AH0303                          STATION RECOVERY (1996)
 AH0303
 AH0303'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0767 ***********************************************************************
 AH0767  DESIGNATION -  K 588
 AH0767  PID         -  AH0767
 AH0767  STATE/COUNTY-  TX/SAN PATRICIO
 AH0767  USGS QUAD   -  ODEM (1975)
 AH0767
 AH0767                         *CURRENT SURVEY CONTROL
 AH0767  ___________________________________________________________________
 AH0767* NAD 83(1986)-  27 56 34.     (N)    097 34 33.     (W)     SCALED    
 AH0767* NAVD 88     -        19.173  (meters)      62.90   (feet)  ADJUSTED  
 AH0767  ___________________________________________________________________
 AH0767  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AH0767  DYNAMIC HT  -          19.144 (meters)      62.81  (feet)  COMP
 AH0767  MODELED GRAV-     979,130.6   (mgal)                       NAVD 88
 AH0767
 AH0767  VERT ORDER  -  FIRST     CLASS II
 AH0767
 AH0767.The horizontal coordinates were scaled from a topographic map and have
 AH0767.an estimated accuracy of +/- 6 seconds.
 AH0767
 AH0767.The orthometric height was determined by differential leveling
 AH0767.and adjusted by the National Geodetic Survey in June 1991..
 AH0767
 AH0767.The geoid height was determined by GEOID03.
 AH0767
 AH0767.The dynamic height is computed by dividing the NAVD 88
 AH0767.geopotential number by the normal gravity value computed on the
 AH0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0767.degrees latitude (g = 980.6199 gals.).
 AH0767
 AH0767.The modeled gravity was interpolated from observed gravity values.
 AH0767
 AH0767;                    North         East    Units  Estimated Accuracy
 AH0767;SPC TX S     - 5,252,520.      390,950.      MT  (+/- 180 meters Scaled)
 AH0767
 AH0767                          SUPERSEDED SURVEY CONTROL
 AH0767
 AH0767  NGVD 29 (??/??/92)   19.321  (m)           63.39   (f) ADJ UNCH    1 2
 AH0767
 AH0767.Superseded values are not recommended for survey control.
 AH0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0767.See file dsdata.txt to determine how the superseded data were derived.
 AH0767
 AH0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR401916(NAD 83)
 AH0767_MARKER: DB = BENCH MARK DISK
 AH0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0767_STAMPING: K 588 1942
 AH0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0767+STABILITY: SURFACE MOTION
 AH0767
 AH0767  HISTORY     - Date     Condition        Report By
 AH0767  HISTORY     - 1942     MONUMENTED       CGS
 AH0767  HISTORY     - 1950     GOOD             NGS
 AH0767  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0767
 AH0767                          STATION DESCRIPTION
 AH0767
 AH0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0767'0.6 MI SE FROM ODEM.
 AH0767'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ODEM-- PROCEED
 AH0767'0.6 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD (S.A.U. AND G.)
 AH0767'BRANCH LINE TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 4 1/2
 AH0767'POLES NORTH OF MILE POLE NO. 133, 52.0 FEET EAST OF AND ABOUT THE SAME
 AH0767'ELEVATION AS THE CENTERLINE OF THE RAILROAD AT CATTLE GUARD.  IT IS
 AH0767'ABOUT 230.0 FEET SOUTH OF A SMALL HOUSE NEAR THE RAILROAD AND OILED
 AH0767'ROAD, ABOUT 165.0 FEET SOUTHWEST OF THE CENTERLINE OF OILED ROAD AT
 AH0767'THE CENTER OF CURVE AND 40.0 FEET WEST OF R.E.A POWER POLE NO.8-78
 AH0767'WITH TRANSFORMER.  IT IS 8.0 FEET SOUTH OF FENCE CORNER, 3.0 FEET
 AH0767'NORTH OF A 4X4-INCH WOODEN MARKER POST AND 2.4 FEET EAST OF THE
 AH0767'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
 AH0767
 AH0767                          STATION RECOVERY (1950)
 AH0767
 AH0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AH0767'RECOVERED IN GOOD CONDITION.
 AH0767
 AH0767                          STATION RECOVERY (1996)
 AH0767
 AH0767'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1017 ***********************************************************************
 AH1017  DESIGNATION -  K 590
 AH1017  PID         -  AH1017
 AH1017  STATE/COUNTY-  TX/NUECES
 AH1017  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1017
 AH1017                         *CURRENT SURVEY CONTROL
 AH1017  ___________________________________________________________________
 AH1017* NAD 83(1986)-  27 41 24.     (N)    097 48 15.     (W)     SCALED    
 AH1017* NAVD 88     -        24.394  (meters)      80.03   (feet)  ADJUSTED  
 AH1017  ___________________________________________________________________
 AH1017  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH1017  DYNAMIC HT  -          24.356 (meters)      79.91  (feet)  COMP
 AH1017  MODELED GRAV-     979,106.8   (mgal)                       NAVD 88
 AH1017
 AH1017  VERT ORDER  -  FIRST     CLASS II
 AH1017
 AH1017.The horizontal coordinates were scaled from a topographic map and have
 AH1017.an estimated accuracy of +/- 6 seconds.
 AH1017
 AH1017.The orthometric height was determined by differential leveling
 AH1017.and adjusted by the National Geodetic Survey in June 1991..
 AH1017
 AH1017.The geoid height was determined by GEOID03.
 AH1017
 AH1017.The dynamic height is computed by dividing the NAVD 88
 AH1017.geopotential number by the normal gravity value computed on the
 AH1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1017.degrees latitude (g = 980.6199 gals.).
 AH1017
 AH1017.The modeled gravity was interpolated from observed gravity values.
 AH1017
 AH1017;                    North         East    Units  Estimated Accuracy
 AH1017;SPC TX S     - 5,224,360.      368,640.      MT  (+/- 180 meters Scaled)
 AH1017
 AH1017                          SUPERSEDED SURVEY CONTROL
 AH1017
 AH1017  NGVD 29 (??/??/92)   24.510  (m)           80.41   (f) ADJ UNCH    1 2
 AH1017
 AH1017.Superseded values are not recommended for survey control.
 AH1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1017.See file dsdata.txt to determine how the superseded data were derived.
 AH1017
 AH1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR179634(NAD 83)
 AH1017_MARKER: DB = BENCH MARK DISK
 AH1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1017_STAMPING: K 590 1942
 AH1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1017+STABILITY: SURFACE MOTION
 AH1017
 AH1017  HISTORY     - Date     Condition        Report By
 AH1017  HISTORY     - 1942     MONUMENTED       CGS
 AH1017  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH1017  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AH1017
 AH1017                          STATION DESCRIPTION
 AH1017
 AH1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1017'3.2 MI W FROM DRISCOLL.
 AH1017'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT DRISCOLL--
 AH1017'PROCEED 3.2 MILES WESTERLY ALONG 0ILED ROAD TO THE SITE OF THE BENCH
 AH1017'MARK.  BENCH MARK IS 69.4 FEET SOUTHWEST OF INTERSECTION OF SECTION
 AH1017'LINE ROAD, 4.0 FEET WEST OF GUY POLE FOR R.E.A. POWER LINE POLE, 4.0
 AH1017'FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF
 AH1017'FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 AH1017
 AH1017                          STATION RECOVERY (1975)
 AH1017
 AH1017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH1017'MARK NOT FOUND.
 AH1017
 AH1017                          STATION RECOVERY (1985)
 AH1017
 AH1017'RECOVERY NOTE BY US POWER SQUADRON 1985
 AH1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0822 ***********************************************************************
 AN0822  DESIGNATION -  K 591
 AN0822  PID         -  AN0822
 AN0822  STATE/COUNTY-  TX/CALHOUN
 AN0822  USGS QUAD   -  GREEN LAKE (1995)
 AN0822
 AN0822                         *CURRENT SURVEY CONTROL
 AN0822  ___________________________________________________________________
 AN0822* NAD 83(1986)-  28 32 03.     (N)    096 47 51.     (W)     SCALED    
 AN0822* NAVD 88     -        10.25   (+/-2cm)      33.6    (feet)  VERTCON   
 AN0822  ___________________________________________________________________
 AN0822  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN0822
 AN0822  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0822
 AN0822.The horizontal coordinates were scaled from a topographic map and have
 AN0822.an estimated accuracy of +/- 6 seconds.
 AN0822
 AN0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0822.The vertical order pertains to the NGVD 29 superseded value.
 AN0822
 AN0822.The geoid height was determined by GEOID03.
 AN0822
 AN0822;                    North         East    Units  Estimated Accuracy
 AN0822;SPC TXSC     - 4,079,700.      815,540.      MT  (+/- 180 meters Scaled)
 AN0822
 AN0822                          SUPERSEDED SURVEY CONTROL
 AN0822
 AN0822  NGVD 29 (??/??/92)   10.377  (m)           34.05   (f) ADJ UNCH    2 0
 AN0822
 AN0822.Superseded values are not recommended for survey control.
 AN0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0822.See file dsdata.txt to determine how the superseded data were derived.
 AN0822
 AN0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS155583(NAD 83)
 AN0822_MARKER: DB = BENCH MARK DISK
 AN0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0822_STAMPING: K 591 1942
 AN0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0822+STABILITY: SURFACE MOTION
 AN0822
 AN0822  HISTORY     - Date     Condition        Report By
 AN0822  HISTORY     - 1942     MONUMENTED       CGS
 AN0822  HISTORY     - 1974     GOOD             NGS
 AN0822  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN0822  HISTORY     - 19920809 MARK NOT FOUND   USPSQD
 AN0822
 AN0822                          STATION DESCRIPTION
 AN0822
 AN0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AN0822'0.8 MI NW FROM GREEN LAKE.
 AN0822'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 185 FROM ITS JUNCTION WITH
 AN0822'STATE HIGHWAY 35 AT GREEN LAKE TO A SIDE ROAD LEFT, DRYER ROAD, TURN
 AN0822'LEFT ON DRYER ROAD AND GO 0.05 MILE, CROSSING THE MISSOURI-PACIFIC
 AN0822'RAILROAD, TO THE MARK ON THE LEFT, 64 FEET SOUTH OF THE CENTER OF THE
 AN0822'RAILROAD CROSSING, 55 FEET SOUTHWEST OF THE CENTERLINE OF THE RAILROAD
 AN0822'TRACK, 32 FEET SOUTHEAST OF THE CENTER OF DRYER ROAD, 3.5 FEET
 AN0822'SOUTHEAST OF A GASWELL VENT PIPE, AT THE EAST EDGE OF A PLANK WALK,
 AN0822'AND SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5-INCHES.
 AN0822
 AN0822                          STATION RECOVERY (1988)
 AN0822
 AN0822'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN0822'MARK NOT FOUND.
 AN0822
 AN0822                          STATION RECOVERY (1992)
 AN0822
 AN0822'RECOVERY NOTE BY US POWER SQUADRON 1992 (TWS)
 AN0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0331 ***********************************************************************
 AN0331  DESIGNATION -  K 592
 AN0331  PID         -  AN0331
 AN0331  STATE/COUNTY-  TX/CALHOUN
 AN0331  USGS QUAD   -  PORT O'CONNOR (1973)
 AN0331
 AN0331                         *CURRENT SURVEY CONTROL
 AN0331  ___________________________________________________________________
 AN0331* NAD 83(1986)-  28 25 49.     (N)    096 28 11.     (W)     SCALED    
 AN0331* NAVD 88     -         2.87   (+/-2cm)       9.4    (feet)  VERTCON   
 AN0331  ___________________________________________________________________
 AN0331  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AN0331
 AN0331  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0331
 AN0331.The horizontal coordinates were scaled from a topographic map and have
 AN0331.an estimated accuracy of +/- 6 seconds.
 AN0331
 AN0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0331.The vertical order pertains to the NGVD 29 superseded value.
 AN0331
 AN0331.The geoid height was determined by GEOID03.
 AN0331
 AN0331;                    North         East    Units  Estimated Accuracy
 AN0331;SPC TXSC     - 4,068,840.      847,870.      MT  (+/- 180 meters Scaled)
 AN0331
 AN0331                          SUPERSEDED SURVEY CONTROL
 AN0331
 AN0331  NGVD 29 (??/??/92)    2.973  (m)            9.75   (f) ADJ UNCH    2 0
 AN0331
 AN0331.Superseded values are not recommended for survey control.
 AN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0331.See file dsdata.txt to determine how the superseded data were derived.
 AN0331
 AN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS478474(NAD 83)
 AN0331_MARKER: DB = BENCH MARK DISK
 AN0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0331_SP_SET: CONCRETE POST
 AN0331_STAMPING: K 592 1942
 AN0331_MARK LOGO: CGS   
 AN0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0331+STABILITY: SURFACE MOTION
 AN0331
 AN0331  HISTORY     - Date     Condition        Report By
 AN0331  HISTORY     - 1942     MONUMENTED       CGS
 AN0331  HISTORY     - 1959     GOOD             DOWCO
 AN0331  HISTORY     - 19780308 GOOD             NGS
 AN0331  HISTORY     - 1990     GOOD             USPSQD
 AN0331  HISTORY     - 19980721 GOOD             USPSQD
 AN0331
 AN0331                          STATION DESCRIPTION
 AN0331
 AN0331'DESCRIBED BY DOW CHEMICAL COMPANY 1959
 AN0331'4.0 MI W FROM PORT OCONNOR.
 AN0331'4.0 MILES WEST ALONG STATE HIGHWAY 185 FROM THE INTERSECTION OF ADAMS
 AN0331'STREET AND PARK AVENUE AT PORT OCONNOR, CALHOUN COUNTY, 1/4 MILE WEST
 AN0331'OF A SMALL BRIDGE, ON THE TOP OF A SMALL SAND KNOLL, 45 FEET WEST OF A
 AN0331'POWERLINE POLE, 29 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 AN0331'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTH OF A FENCE, AND 2
 AN0331'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 592 1942 AND
 AN0331'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE
 AN0331'GROUND.
 AN0331
 AN0331                          STATION RECOVERY (1978)
 AN0331
 AN0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0331'RECOVERED IN GOOD CONDITION.
 AN0331
 AN0331                          STATION RECOVERY (1990)
 AN0331
 AN0331'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0331'RECOVERED IN GOOD CONDITION.
 AN0331
 AN0331                          STATION RECOVERY (1998)
 AN0331
 AN0331'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0881 ***********************************************************************
 AN0881  DESIGNATION -  K 593 RESET 1958
 AN0881  PID         -  AN0881
 AN0881  STATE/COUNTY-  TX/CALHOUN
 AN0881  USGS QUAD   -  GREEN LAKE (1995)
 AN0881
 AN0881                         *CURRENT SURVEY CONTROL
 AN0881  ___________________________________________________________________
 AN0881* NAD 83(1986)-  28 32 13.     (N)    096 46 21.     (W)     SCALED    
 AN0881* NAVD 88     -         9.50   (+/-2cm)      31.2    (feet)  VERTCON   
 AN0881  ___________________________________________________________________
 AN0881  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0881
 AN0881  VERT ORDER  -  THIRD (See Below)
 AN0881
 AN0881.The horizontal coordinates were scaled from a topographic map and have
 AN0881.an estimated accuracy of +/- 6 seconds.
 AN0881
 AN0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0881.The vertical order pertains to the NGVD 29 superseded value.
 AN0881
 AN0881.The geoid height was determined by GEOID03.
 AN0881
 AN0881;                    North         East    Units  Estimated Accuracy
 AN0881;SPC TXSC     - 4,080,060.      817,980.      MT  (+/- 180 meters Scaled)
 AN0881
 AN0881                          SUPERSEDED SURVEY CONTROL
 AN0881
 AN0881  NGVD 29 (??/??/??)    9.63   (m)           31.6    (f) RESET       3  
 AN0881
 AN0881.Superseded values are not recommended for survey control.
 AN0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0881.See file dsdata.txt to determine how the superseded data were derived.
 AN0881
 AN0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS179587(NAD 83)
 AN0881_MARKER: DB = BENCH MARK DISK
 AN0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0881_SP_SET: CULVERT
 AN0881_STAMPING: K 593 RESET 1958
 AN0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0881
 AN0881  HISTORY     - Date     Condition        Report By
 AN0881  HISTORY     - 1958     MONUMENTED       TXHD
 AN0881  HISTORY     - 1987     GOOD             USPSQD
 AN0881  HISTORY     - 1987     GOOD             USPSQD
 AN0881  HISTORY     - 1988     GOOD             USPSQD
 AN0881  HISTORY     - 1988     GOOD             USPSQD
 AN0881  HISTORY     - 1988     GOOD             USPSQD
 AN0881  HISTORY     - 1989     GOOD             USPSQD
 AN0881  HISTORY     - 19990928 GOOD             JCLS
 AN0881
 AN0881                          STATION DESCRIPTION
 AN0881
 AN0881'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AN0881'1.4 MI NE FROM GREEN LAKE.
 AN0881'THE MARK IS LOCATED ABOUT 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 35
 AN0881'FROM THE JUNCTION OF STATE HIGHWAY 185 AT GREEN LAKE, AT A LARGE
 AN0881'CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 AN0881'HEAD WALL, 24.6 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 AN0881'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 AN0881
 AN0881                          STATION RECOVERY (1987)
 AN0881
 AN0881'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0881'RECOVERED IN GOOD CONDITION.
 AN0881
 AN0881                          STATION RECOVERY (1987)
 AN0881
 AN0881'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AN0881'RECOVERED IN GOOD CONDITION.
 AN0881
 AN0881                          STATION RECOVERY (1988)
 AN0881
 AN0881'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN0881'RECOVERED IN GOOD CONDITION.
 AN0881
 AN0881                          STATION RECOVERY (1988)
 AN0881
 AN0881'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN0881'RECOVERED IN GOOD CONDITION.
 AN0881
 AN0881                          STATION RECOVERY (1988)
 AN0881
 AN0881'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AN0881'RECOVERED IN GOOD CONDITION.
 AN0881
 AN0881                          STATION RECOVERY (1989)
 AN0881
 AN0881'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN0881'RECOVERED IN GOOD CONDITION.
 AN0881
 AN0881                          STATION RECOVERY (1999)
 AN0881
 AN0881'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1999
 AN0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0401 ***********************************************************************
 AN0401  DESIGNATION -  K 594 RESET 1955
 AN0401  PID         -  AN0401
 AN0401  STATE/COUNTY-  TX/REFUGIO
 AN0401  USGS QUAD   -  TIVOLI SE (1952)
 AN0401
 AN0401                         *CURRENT SURVEY CONTROL
 AN0401  ___________________________________________________________________
 AN0401* NAD 83(1986)-  28 20 56.     (N)    096 48 11.     (W)     SCALED    
 AN0401* NAVD 88     -         2.77   (+/-2cm)       9.1    (feet)  VERTCON   
 AN0401  ___________________________________________________________________
 AN0401  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN0401
 AN0401  VERT ORDER  -  THIRD (See Below)
 AN0401
 AN0401.The horizontal coordinates were scaled from a topographic map and have
 AN0401.an estimated accuracy of +/- 6 seconds.
 AN0401
 AN0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0401.The vertical order pertains to the NGVD 29 superseded value.
 AN0401
 AN0401.The geoid height was determined by GEOID03.
 AN0401
 AN0401;                    North         East    Units  Estimated Accuracy
 AN0401;SPC TXSC     - 4,059,160.      815,390.      MT  (+/- 180 meters Scaled)
 AN0401
 AN0401                          SUPERSEDED SURVEY CONTROL
 AN0401
 AN0401  NGVD 29 (01/29/03)    2.89   (m)            9.5    (f) RESET       3  
 AN0401
 AN0401.Superseded values are not recommended for survey control.
 AN0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0401.See file dsdata.txt to determine how the superseded data were derived.
 AN0401
 AN0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS153378(NAD 83)
 AN0401_MARKER: DD = SURVEY DISK
 AN0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0401_STAMPING: K 594 RESET 1955
 AN0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0401+STABILITY: SURFACE MOTION
 AN0401
 AN0401  HISTORY     - Date     Condition        Report By
 AN0401  HISTORY     - 1955     MONUMENTED       TXHD
 AN0401  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN0401
 AN0401                          STATION DESCRIPTION
 AN0401
 AN0401'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0401'3.9 MI SSE FROM AUSTWELL.
 AN0401'3.9 MILES SOUTH-SOUTHEAST ALONG FARM-TO-MARKET HIGHWAY 2040 FROM THE
 AN0401'CITY WATER TOWER AT AUSTWELL REFUGIO COUNTY, 0.2 MILE SOUTHEAST OF THE
 AN0401'JUNCTION OF A ROAD LEADING TO MCDOWELL RANCH, 41.5 FEET NORTHWEST OF
 AN0401'THE CENTERLINE OF THE HIGHWAY, AND 24 FEET WEST OF THE WEST END OF A
 AN0401'TWIN CONCRETE-PIPE CULVERT.  A STANDARD DISK, STAMPED K 594 RESET 1955
 AN0401'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 AN0401'GROUND.
 AN0401
 AN0401                          STATION RECOVERY (1999)
 AN0401
 AN0401'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0365 ***********************************************************************
 AN0365  DESIGNATION -  K 595 RESET 1953
 AN0365  PID         -  AN0365
 AN0365  STATE/COUNTY-  TX/REFUGIO
 AN0365  USGS QUAD   -  TIVOLI SW (1952)
 AN0365
 AN0365                         *CURRENT SURVEY CONTROL
 AN0365  ___________________________________________________________________
 AN0365* NAD 83(1986)-  28 20 12.     (N)    096 55 49.     (W)     SCALED    
 AN0365* NAVD 88     -         5.70   (+/-2cm)      18.7    (feet)  VERTCON   
 AN0365  ___________________________________________________________________
 AN0365  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0365
 AN0365  VERT ORDER  -  THIRD (See Below)
 AN0365
 AN0365.The horizontal coordinates were scaled from a topographic map and have
 AN0365.an estimated accuracy of +/- 6 seconds.
 AN0365
 AN0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0365.The vertical order pertains to the NGVD 29 superseded value.
 AN0365
 AN0365.The geoid height was determined by GEOID03.
 AN0365
 AN0365;                    North         East    Units  Estimated Accuracy
 AN0365;SPC TXSC     - 4,057,580.      802,940.      MT  (+/- 180 meters Scaled)
 AN0365
 AN0365                          SUPERSEDED SURVEY CONTROL
 AN0365
 AN0365  NGVD 29 (01/29/03)    5.82   (m)           19.1    (f) RESET       3  
 AN0365
 AN0365.Superseded values are not recommended for survey control.
 AN0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0365.See file dsdata.txt to determine how the superseded data were derived.
 AN0365
 AN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS028362(NAD 83)
 AN0365_MARKER: DD = SURVEY DISK
 AN0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0365_SP_SET: BRIDGE
 AN0365_STAMPING: K 595 RESET 1953
 AN0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0365
 AN0365  HISTORY     - Date     Condition        Report By
 AN0365  HISTORY     - 1953     MONUMENTED       TXHD
 AN0365  HISTORY     - 1987     GOOD             USPSQD
 AN0365  HISTORY     - 1988     GOOD             USPSQD
 AN0365  HISTORY     - 1990     GOOD             USPSQD
 AN0365  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0365
 AN0365                          STATION DESCRIPTION
 AN0365
 AN0365'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN0365'8.6 MI S FROM TIVOLI.
 AN0365'8.6 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0365'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, 1.0 MILE NORTH OF THE JUNCTION
 AN0365'OF A ROAD LEADING WEST TO REFUGIO, AT A CONCRETE BRIDGE, IN THE TOP OF
 AN0365'THE SOUTH END OF THE WEST CURB, 9.8 FEET NORTH OF THE SOUTH END, 20.5
 AN0365'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT HIGHER THAN THE
 AN0365'HIGHWAY.  A STANDARD DISK, STAMPED K 595 RESET 1953.
 AN0365
 AN0365                          STATION RECOVERY (1987)
 AN0365
 AN0365'RECOVERY NOTE BY US POWER SQUADRON 1987 (WET)
 AN0365'RECOVERED IN GOOD CONDITION.
 AN0365
 AN0365                          STATION RECOVERY (1988)
 AN0365
 AN0365'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN0365'RECOVERED IN GOOD CONDITION.
 AN0365
 AN0365                          STATION RECOVERY (1990)
 AN0365
 AN0365'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN0365'RECOVERED IN GOOD CONDITION.
 AN0365
 AN0365                          STATION RECOVERY (1999)
 AN0365
 AN0365'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0155 ***********************************************************************
 AN0155  DESIGNATION -  K 596
 AN0155  PID         -  AN0155
 AN0155  STATE/COUNTY-  TX/JACKSON
 AN0155  USGS QUAD   -  OLIVIA (1995)
 AN0155
 AN0155                         *CURRENT SURVEY CONTROL
 AN0155  ___________________________________________________________________
 AN0155* NAD 83(1986)-  28 43 59.     (N)    096 25 35.     (W)     SCALED    
 AN0155* NAVD 88     -         5.41   (+/-2cm)      17.7    (feet)  VERTCON   
 AN0155  ___________________________________________________________________
 AN0155  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN0155
 AN0155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0155
 AN0155.The horizontal coordinates were scaled from a topographic map and have
 AN0155.an estimated accuracy of +/- 6 seconds.
 AN0155
 AN0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0155.The vertical order pertains to the NGVD 29 superseded value.
 AN0155
 AN0155.The geoid height was determined by GEOID03.
 AN0155
 AN0155;                    North         East    Units  Estimated Accuracy
 AN0155;SPC TXSC     - 4,102,480.      851,370.      MT  (+/- 180 meters Scaled)
 AN0155
 AN0155                          SUPERSEDED SURVEY CONTROL
 AN0155
 AN0155  NGVD 29 (??/??/92)    5.501  (m)           18.05   (f) ADJ UNCH    2 0
 AN0155
 AN0155.Superseded values are not recommended for survey control.
 AN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0155.See file dsdata.txt to determine how the superseded data were derived.
 AN0155
 AN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS513811(NAD 83)
 AN0155_MARKER: DB = BENCH MARK DISK
 AN0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0155_STAMPING: K 596 1942
 AN0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0155+STABILITY: SURFACE MOTION
 AN0155
 AN0155  HISTORY     - Date     Condition        Report By
 AN0155  HISTORY     - 1942     MONUMENTED       CGS
 AN0155
 AN0155                          STATION DESCRIPTION
 AN0155
 AN0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0155'13.4 MI W FROM PALACIOS.
 AN0155'IN JACKSON COUNTY, 13.4 MILES WEST ALONG STATE HIGHWAY 35 FROM THE
 AN0155'TEXAS AND NEW ORLEANS RAILROAD STATION AT PALACIOS, MATAGORDA COUNTY,
 AN0155'3.8 MILES WEST OF THE JUNCTION OF THE FRANCITAS ROAD, 273 FEET EAST OF
 AN0155'THE CARANCAHUA BAY HIGHWAY BRIDGE, 50 FEET NORTH OF THE CENTER LINE OF
 AN0155'THE HIGHWAY, 4 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT NORTH
 AN0155'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1-1/2 FEET LOWER THAN THE
 AN0155'HIGHWAY.  A STANDARD DISK, STAMPED K 596 1942 AND SET IN THE TOP OF A
 AN0155'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0096 ***********************************************************************
 AN0096  DESIGNATION -  K 597
 AN0096  PID         -  AN0096
 AN0096  STATE/COUNTY-  TX/CALHOUN
 AN0096  USGS QUAD   -  OLIVIA (1995)
 AN0096
 AN0096                         *CURRENT SURVEY CONTROL
 AN0096  ___________________________________________________________________
 AN0096* NAD 83(1986)-  28 40 33.     (N)    096 27 05.     (W)     SCALED    
 AN0096* NAVD 88     -         5.45   (+/-2cm)      17.9    (feet)  VERTCON   
 AN0096  ___________________________________________________________________
 AN0096  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN0096
 AN0096  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0096
 AN0096.The horizontal coordinates were scaled from a topographic map and have
 AN0096.an estimated accuracy of +/- 6 seconds.
 AN0096
 AN0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0096.The vertical order pertains to the NGVD 29 superseded value.
 AN0096
 AN0096.The geoid height was determined by GEOID03.
 AN0096
 AN0096;                    North         East    Units  Estimated Accuracy
 AN0096;SPC TXSC     - 4,096,090.      849,070.      MT  (+/- 180 meters Scaled)
 AN0096
 AN0096                          SUPERSEDED SURVEY CONTROL
 AN0096
 AN0096  NGVD 29 (??/??/92)    5.546  (m)           18.20   (f) ADJ UNCH    2 0
 AN0096
 AN0096.Superseded values are not recommended for survey control.
 AN0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0096.See file dsdata.txt to determine how the superseded data were derived.
 AN0096
 AN0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS490747(NAD 83)
 AN0096_MARKER: DB = BENCH MARK DISK
 AN0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0096_SP_SET: CULVERT
 AN0096_STAMPING: K 597 1942
 AN0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0096
 AN0096  HISTORY     - Date     Condition        Report By
 AN0096  HISTORY     - 1942     MONUMENTED       CGS
 AN0096
 AN0096                          STATION DESCRIPTION
 AN0096
 AN0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0096'3.3 MI S FROM LA WARD.
 AN0096'IN CALHOUN COUNTY, 3.3 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE
 AN0096'JUNCTION OF STATE HIGHWAY 35 ABOUT 8.3 MILES SOUTH OF LA WARD, JACKSON
 AN0096'COUNTY, 0.1 MILE NORTH OF A ROAD INTERSECTION, AT A 4- BY 4-FOOT
 AN0096'CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE NORTH END OF
 AN0096'THE EAST HEADWALL, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 AN0096'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K
 AN0096'597 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0153 ***********************************************************************
 AJ0153  DESIGNATION -  K 598
 AJ0153  PID         -  AJ0153
 AJ0153  STATE/COUNTY-  TX/JIM WELLS
 AJ0153  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0153
 AJ0153                         *CURRENT SURVEY CONTROL
 AJ0153  ___________________________________________________________________
 AJ0153* NAD 83(1986)-  27 36 34.     (N)    098 09 53.     (W)     SCALED    
 AJ0153* NAVD 88     -        68.118  (meters)     223.48   (feet)  ADJUSTED  
 AJ0153  ___________________________________________________________________
 AJ0153  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AJ0153  DYNAMIC HT  -          68.012 (meters)     223.14  (feet)  COMP
 AJ0153  MODELED GRAV-     979,086.4   (mgal)                       NAVD 88
 AJ0153
 AJ0153  VERT ORDER  -  SECOND    CLASS 0
 AJ0153
 AJ0153.The horizontal coordinates were scaled from a topographic map and have
 AJ0153.an estimated accuracy of +/- 6 seconds.
 AJ0153
 AJ0153.The orthometric height was determined by differential leveling
 AJ0153.and adjusted by the National Geodetic Survey in June 1991..
 AJ0153
 AJ0153.The geoid height was determined by GEOID03.
 AJ0153
 AJ0153.The dynamic height is computed by dividing the NAVD 88
 AJ0153.geopotential number by the normal gravity value computed on the
 AJ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0153.degrees latitude (g = 980.6199 gals.).
 AJ0153
 AJ0153.The modeled gravity was interpolated from observed gravity values.
 AJ0153
 AJ0153;                    North         East    Units  Estimated Accuracy
 AJ0153;SPC TX S     - 5,215,290.      333,100.      MT  (+/- 180 meters Scaled)
 AJ0153
 AJ0153                          SUPERSEDED SURVEY CONTROL
 AJ0153
 AJ0153  NGVD 29 (??/??/92)   68.213  (m)          223.80   (f) ADJ UNCH    2 0
 AJ0153
 AJ0153.Superseded values are not recommended for survey control.
 AJ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0153.See file dsdata.txt to determine how the superseded data were derived.
 AJ0153
 AJ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR824542(NAD 83)
 AJ0153_MARKER: DB = BENCH MARK DISK
 AJ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0153_STAMPING: K 598 1942
 AJ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0153+STABILITY: SURFACE MOTION
 AJ0153
 AJ0153  HISTORY     - Date     Condition        Report By
 AJ0153  HISTORY     - 1942     MONUMENTED       CGS
 AJ0153
 AJ0153                          STATION DESCRIPTION
 AJ0153
 AJ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0153'13.6 MI SW FROM ALICE.
 AJ0153'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0153'7.9 MILES SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0153'INTERSECTION OF DIRT ROAD LEADING WESTERLY.  THENCE, GO 5.7 MILES
 AJ0153'WESTERLY ALONG THE DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH
 AJ0153'MARK IS ABOUT 0.2 MILE WEST OF A CATTLE GUARD, 27.0 FEET SOUTH OF THE
 AJ0153'CENTERLINE OF ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.
 AJ0153'THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0318 ***********************************************************************
 AJ0318  DESIGNATION -  K 600
 AJ0318  PID         -  AJ0318
 AJ0318  STATE/COUNTY-  TX/DUVAL
 AJ0318  USGS QUAD   -  CONCEPCION (1968)
 AJ0318
 AJ0318                         *CURRENT SURVEY CONTROL
 AJ0318  ___________________________________________________________________
 AJ0318* NAD 83(1986)-  27 27 44.     (N)    098 15 05.     (W)     SCALED    
 AJ0318* NAVD 88     -        70.079  (meters)     229.92   (feet)  ADJUSTED  
 AJ0318  ___________________________________________________________________
 AJ0318  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AJ0318  DYNAMIC HT  -          69.969 (meters)     229.56  (feet)  COMP
 AJ0318  MODELED GRAV-     979,076.2   (mgal)                       NAVD 88
 AJ0318
 AJ0318  VERT ORDER  -  SECOND    CLASS 0
 AJ0318
 AJ0318.The horizontal coordinates were scaled from a topographic map and have
 AJ0318.an estimated accuracy of +/- 6 seconds.
 AJ0318
 AJ0318.The orthometric height was determined by differential leveling
 AJ0318.and adjusted by the National Geodetic Survey in June 1991..
 AJ0318
 AJ0318.The geoid height was determined by GEOID03.
 AJ0318
 AJ0318.The dynamic height is computed by dividing the NAVD 88
 AJ0318.geopotential number by the normal gravity value computed on the
 AJ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0318.degrees latitude (g = 980.6199 gals.).
 AJ0318
 AJ0318.The modeled gravity was interpolated from observed gravity values.
 AJ0318
 AJ0318;                    North         East    Units  Estimated Accuracy
 AJ0318;SPC TX S     - 5,198,960.      324,570.      MT  (+/- 180 meters Scaled)
 AJ0318
 AJ0318                          SUPERSEDED SURVEY CONTROL
 AJ0318
 AJ0318  NGVD 29 (??/??/92)   70.20   (m)          230.3    (f) COMPUTED    2 0
 AJ0318
 AJ0318.Superseded values are not recommended for survey control.
 AJ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0318.See file dsdata.txt to determine how the superseded data were derived.
 AJ0318
 AJ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR739378(NAD 83)
 AJ0318_MARKER: DB = BENCH MARK DISK
 AJ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0318_STAMPING: K 600 1942
 AJ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0318+STABILITY: SURFACE MOTION
 AJ0318
 AJ0318  HISTORY     - Date     Condition        Report By
 AJ0318  HISTORY     - 1942     MONUMENTED       CGS
 AJ0318
 AJ0318                          STATION DESCRIPTION
 AJ0318
 AJ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0318'17.3 MI NW FROM PREMONT.
 AJ0318'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0318'PROCEED 7.7 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0318'INTERSECTION OF TRACK ROAD LEADING WEST.  THENCE, GO 9.6 MILES
 AJ0318'WESTERLY ALONG THE ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 AJ0318'AT THE INTERSECTION OF ROAD LEADING NORTHERLY, ABOUT 70.0 FEET SOUTH
 AJ0318'OF A FARM HOUSE AND 18.0 FEET WEST OF THE CENTERLINE OF THE ROAD.  IT
 AJ0318'IS 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT WEST
 AJ0318'OF YARD FENCE.  THE MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1283 ***********************************************************************
 AN1283  DESIGNATION -  K 602
 AN1283  PID         -  AN1283
 AN1283  STATE/COUNTY-  TX/REFUGIO
 AN1283  USGS QUAD   -  QUINTANA (1979)
 AN1283
 AN1283                         *CURRENT SURVEY CONTROL
 AN1283  ___________________________________________________________________
 AN1283* NAD 83(1986)-  28 17 57.     (N)    097 08 45.     (W)     SCALED    
 AN1283* NAVD 88     -        11.34   (+/-2cm)      37.2    (feet)  VERTCON   
 AN1283  ___________________________________________________________________
 AN1283  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1283
 AN1283  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1283
 AN1283.The horizontal coordinates were scaled from a topographic map and have
 AN1283.an estimated accuracy of +/- 6 seconds.
 AN1283
 AN1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1283.The vertical order pertains to the NGVD 29 superseded value.
 AN1283
 AN1283.The geoid height was determined by GEOID03.
 AN1283
 AN1283;                    North         East    Units  Estimated Accuracy
 AN1283;SPC TXSC     - 4,053,070.      781,870.      MT  (+/- 180 meters Scaled)
 AN1283
 AN1283                          SUPERSEDED SURVEY CONTROL
 AN1283
 AN1283  NGVD 29 (??/??/92)   11.485  (m)           37.68   (f) ADJ UNCH    2 0
 AN1283
 AN1283.Superseded values are not recommended for survey control.
 AN1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1283.See file dsdata.txt to determine how the superseded data were derived.
 AN1283
 AN1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS818317(NAD 83)
 AN1283_MARKER: DB = BENCH MARK DISK
 AN1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1283_STAMPING: K 602 1942
 AN1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1283+STABILITY: SURFACE MOTION
 AN1283
 AN1283  HISTORY     - Date     Condition        Report By
 AN1283  HISTORY     - 1942     MONUMENTED       CGS
 AN1283  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1283  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1283  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1283  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1283
 AN1283                          STATION DESCRIPTION
 AN1283
 AN1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1283'8.0 MI E FROM REFUGIO.
 AN1283'8.0 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1283'REFUGIO, REFUGIO COUNTY, 0.7 MILE WEST OF A BRIDGE OVER A SMALL CREEK,
 AN1283'0.1 MILE WEST OF A SMALL PIPE CULVERT, 49 FEET NORTH OF THE CENTERLINE
 AN1283'OF THE ROAD, 7 FEET WEST OF A POLE, 3 FEET EAST OF A WHITE WOODEN
 AN1283'WITNESS POST, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH
 AN1283'THE ROAD.  A STANDARD DISK, STAMPED K 602 1942 AND SET IN THE TOP OF A
 AN1283'CONCRETE POST.
 AN1283
 AN1283                          STATION RECOVERY (1973)
 AN1283
 AN1283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1283'MARK NOT FOUND.
 AN1283
 AN1283                          STATION RECOVERY (1988)
 AN1283
 AN1283'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1283'MARK NOT FOUND.
 AN1283
 AN1283                          STATION RECOVERY (1994)
 AN1283
 AN1283'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1283'MARK NOT FOUND.
 AN1283
 AN1283                          STATION RECOVERY (1999)
 AN1283
 AN1283'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1356 ***********************************************************************
 AN1356  DESIGNATION -  K 603
 AN1356  PID         -  AN1356
 AN1356  STATE/COUNTY-  TX/SAN PATRICIO
 AN1356  USGS QUAD   -  BAYSIDE (1979)
 AN1356
 AN1356                         *CURRENT SURVEY CONTROL
 AN1356  ___________________________________________________________________
 AN1356* NAD 83(1986)-  28 01 47.     (N)    097 13 53.     (W)     SCALED    
 AN1356* NAVD 88     -         3.61   (+/-2cm)      11.8    (feet)  VERTCON   
 AN1356  ___________________________________________________________________
 AN1356  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN1356
 AN1356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1356
 AN1356.The horizontal coordinates were scaled from a topographic map and have
 AN1356.an estimated accuracy of +/- 6 seconds.
 AN1356
 AN1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1356.The vertical order pertains to the NGVD 29 superseded value.
 AN1356
 AN1356.The geoid height was determined by GEOID03.
 AN1356
 AN1356;                    North         East    Units  Estimated Accuracy
 AN1356;SPC TX S     - 5,262,450.      424,750.      MT  (+/- 180 meters Scaled)
 AN1356
 AN1356                          SUPERSEDED SURVEY CONTROL
 AN1356
 AN1356  NGVD 29 (??/??/92)    3.750  (m)           12.30   (f) ADJ UNCH    2 0
 AN1356
 AN1356.Superseded values are not recommended for survey control.
 AN1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1356.See file dsdata.txt to determine how the superseded data were derived.
 AN1356
 AN1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS738017(NAD 83)
 AN1356_MARKER: DB = BENCH MARK DISK
 AN1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1356_STAMPING: K 603 1942
 AN1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1356+STABILITY: SURFACE MOTION
 AN1356
 AN1356  HISTORY     - Date     Condition        Report By
 AN1356  HISTORY     - 1942     MONUMENTED       CGS
 AN1356
 AN1356                          STATION DESCRIPTION
 AN1356
 AN1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1356'14.0 MI SW FROM ROCKPORT.
 AN1356'TO REACH FROM INTERSECTION OF THE ROAD TO BAYSIDE AND STATE HIGHWAY
 AN1356'NO. 35 AT ROCKPORT-- PROCEED WEST 4.0 MILES ON BAYSIDE ROAD TO THE
 AN1356'INTERSECTION OF THE ROAD TO THE PORT BAY CLUB BUILDINGS (OLD ROAD TO
 AN1356'BAYSIDE).  THENCE CONTINUE ON SOUTHWEST AND GO 3.2 MILES TO A
 AN1356'CROSSROAD.  THENCE TURN RIGHT (NORTHWEST) AND GO 6.8 MILES TO A
 AN1356'DIVISON FENCE AND SITE OF BENCH MARK.  BENCH MARK IS 0.5 MILE
 AN1356'SOUTHEAST OF THE INTERSECTION OF THE ROAD FROM GREGORY TO BAYSIDE. IT
 AN1356'IS 33.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AN1356'CENTERLINE OF THE ROAD, 10.0 FEET SOUTHEAST OF THE DIVISON FENCE
 AN1356'CORNER, 3.0 FEET NORTHWEST OF A 4 X 4 INCH WOODEN MARKER POST, AND 1.0
 AN1356'FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.5
 AN1356'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1357 ***********************************************************************
 AN1357  DESIGNATION -  K 603 RESET 1950
 AN1357  PID         -  AN1357
 AN1357  STATE/COUNTY-  TX/SAN PATRICIO
 AN1357  USGS QUAD   -  BAYSIDE (1979)
 AN1357
 AN1357                         *CURRENT SURVEY CONTROL
 AN1357  ___________________________________________________________________
 AN1357* NAD 83(1986)-  28 01 48.     (N)    097 13 53.     (W)     SCALED    
 AN1357* NAVD 88     -         3.85   (+/-2cm)      12.6    (feet)  VERTCON   
 AN1357  ___________________________________________________________________
 AN1357  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN1357
 AN1357  VERT ORDER  -  THIRD (See Below)
 AN1357
 AN1357.The horizontal coordinates were scaled from a topographic map and have
 AN1357.an estimated accuracy of +/- 6 seconds.
 AN1357
 AN1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1357.The vertical order pertains to the NGVD 29 superseded value.
 AN1357
 AN1357.The geoid height was determined by GEOID03.
 AN1357
 AN1357;                    North         East    Units  Estimated Accuracy
 AN1357;SPC TX S     - 5,262,480.      424,750.      MT  (+/- 180 meters Scaled)
 AN1357
 AN1357                          SUPERSEDED SURVEY CONTROL
 AN1357
 AN1357  NGVD 29 (01/29/03)    3.99   (m)           13.1    (f) RESET       3  
 AN1357
 AN1357.Superseded values are not recommended for survey control.
 AN1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1357.See file dsdata.txt to determine how the superseded data were derived.
 AN1357
 AN1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS738017(NAD 83)
 AN1357_MARKER: DB = BENCH MARK DISK
 AN1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1357_STAMPING: K 603 RESET 1950
 AN1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1357+STABILITY: SURFACE MOTION
 AN1357
 AN1357  HISTORY     - Date     Condition        Report By
 AN1357  HISTORY     - 1950     MONUMENTED       TXHD
 AN1357  HISTORY     - 1987     POOR             USPSQD
 AN1357
 AN1357                          STATION DESCRIPTION
 AN1357
 AN1357'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AN1357'8.5 MI NE FROM GREGORY.
 AN1357'8.5 MILES NORTHEAST ALONG HIGHWAY 136 FROM THE POST OFFICE AT GREGORY,
 AN1357'SAN PATRICIO COUNTY, 0.5 MILE SOUTHEAST ALONG HIGHWAY 881. AT A
 AN1357'DIVISION FENCE CORNER, 50.7 FEET NORTHEAST OF THE CENTERLINE OF THE
 AN1357'HIGHWAY, 12.5 FEET SOUTHEAST OF THE FENCE CORNER, 0.75 FOOT SOUTHWEST
 AN1357'OF THE RIGHT-OF-WAY FENCE, AND 1.5 FEET LOWER THAN THE HIGHWAY. A
 AN1357'STANDARD DISK, STAMPED K 603 RESET 1950 AND SET IN THE TOP OF A
 AN1357'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AN1357
 AN1357                          STATION RECOVERY (1987)
 AN1357
 AN1357'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1357'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0163 ***********************************************************************
 AH0163  DESIGNATION -  K 605
 AH0163  PID         -  AH0163
 AH0163  STATE/COUNTY-  TX/SAN PATRICIO
 AH0163  USGS QUAD   -  ARANSAS PASS (1975)
 AH0163
 AH0163                         *CURRENT SURVEY CONTROL
 AH0163  ___________________________________________________________________
 AH0163* NAD 83(1986)-  27 53 06.     (N)    097 09 41.     (W)     SCALED    
 AH0163* NAVD 88     -         3.014  (meters)       9.89   (feet)  ADJUSTED  
 AH0163  ___________________________________________________________________
 AH0163  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH0163  DYNAMIC HT  -           3.009 (meters)       9.87  (feet)  COMP
 AH0163  MODELED GRAV-     979,142.5   (mgal)                       NAVD 88
 AH0163
 AH0163  VERT ORDER  -  FIRST     CLASS I
 AH0163
 AH0163.The horizontal coordinates were scaled from a topographic map and have
 AH0163.an estimated accuracy of +/- 6 seconds.
 AH0163
 AH0163.The orthometric height was determined by differential leveling
 AH0163.and adjusted by the National Geodetic Survey in June 1991..
 AH0163.WARNING-Repeat measurements at this control monument indicate possible
 AH0163.vertical movement.
 AH0163
 AH0163.The geoid height was determined by GEOID03.
 AH0163
 AH0163.The dynamic height is computed by dividing the NAVD 88
 AH0163.geopotential number by the normal gravity value computed on the
 AH0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0163.degrees latitude (g = 980.6199 gals.).
 AH0163
 AH0163.The modeled gravity was interpolated from observed gravity values.
 AH0163
 AH0163;                    North         East    Units  Estimated Accuracy
 AH0163;SPC TX S     - 5,246,480.      431,810.      MT  (+/- 180 meters Scaled)
 AH0163
 AH0163                          SUPERSEDED SURVEY CONTROL
 AH0163
 AH0163  NGVD 29 (??/??/92)    3.169  (m)           10.40   (f) ADJ UNCH    1 1
 AH0163
 AH0163.Superseded values are not recommended for survey control.
 AH0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0163.See file dsdata.txt to determine how the superseded data were derived.
 AH0163
 AH0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR809858(NAD 83)
 AH0163_MARKER: DB = BENCH MARK DISK
 AH0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0163_STAMPING: K 605 1942
 AH0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0163+STABILITY: SURFACE MOTION
 AH0163
 AH0163  HISTORY     - Date     Condition        Report By
 AH0163  HISTORY     - 1942     MONUMENTED       CGS
 AH0163  HISTORY     - 1959     GOOD             NGS
 AH0163  HISTORY     - 1977     GOOD             NGS
 AH0163  HISTORY     - 1978     GOOD             NGS
 AH0163  HISTORY     - 1984     GOOD             USPSQD
 AH0163  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AH0163  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0163  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AH0163  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0163
 AH0163                          STATION DESCRIPTION
 AH0163
 AH0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0163'1.65 MI SW FROM ARANSAS PASS.
 AH0163'ABOUT 1.65 MILES SOUTHWEST ALONG FARM ROAD 632 FROM THE POSTOFFICE AT
 AH0163'ARANSAS PASS, ABOUT MIDWAY BETWEEN 2 HOUSES AND IN LINE WITH A ROW OF
 AH0163'POWER POLES, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 69 FEET
 AH0163'SOUTHWEST OF A FIRE HYDRANT, 55 FEET SOUTHWEST OF A POWER POLE, 17
 AH0163'FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 7 1/2 FEET
 AH0163'NORTHEAST OF THE NORTHEAST CURB OF A DRIVEWAY, ABOUT LEVEL WITH THE
 AH0163'ROAD AND DRIVEWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 AH0163'INCHES.
 AH0163
 AH0163                          STATION RECOVERY (1977)
 AH0163
 AH0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0163'RECOVERED IN GOOD CONDITION.
 AH0163
 AH0163                          STATION RECOVERY (1978)
 AH0163
 AH0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0163'1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 361 FROM THE JUNCTION OF
 AH0163'STATE HIGHWAY 361 EAST AND STATE HIGHWAY 35 BUSINESS IN ARANSAS PASS
 AH0163'(THIS IS ALSO THE JUNCTION OF GOODNIGHT AVENUE AND COMMERCIAL STREET),
 AH0163'TO SITE OF BENCH MARK. 69 FEET SOUTHWEST OF A FIRE HYDRANT, 48 FEET
 AH0163'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17 FEET NORTHEAST OF A
 AH0163'PRIVATE DRIVEWAY AND 13 FEET SOUTHEAST OF A POWERLINE POLE.
 AH0163
 AH0163                          STATION RECOVERY (1984)
 AH0163
 AH0163'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0163'RECOVERED IN GOOD CONDITION.
 AH0163
 AH0163                          STATION RECOVERY (1987)
 AH0163
 AH0163'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCK)
 AH0163'MARK NOT FOUND.
 AH0163
 AH0163                          STATION RECOVERY (1989)
 AH0163
 AH0163'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AH0163'MARK NOT FOUND.
 AH0163
 AH0163                          STATION RECOVERY (1989)
 AH0163
 AH0163'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0163'MARK NOT FOUND.
 AH0163
 AH0163                          STATION RECOVERY (1995)
 AH0163
 AH0163'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0244 ***********************************************************************
 AH0244  DESIGNATION -  K 606
 AH0244  PID         -  AH0244
 AH0244  STATE/COUNTY-  TX/SAN PATRICIO
 AH0244  USGS QUAD   -  GREGORY (1975)
 AH0244
 AH0244                         *CURRENT SURVEY CONTROL
 AH0244  ___________________________________________________________________
 AH0244* NAD 83(1986)-  27 54 58.     (N)    097 16 43.     (W)     SCALED    
 AH0244* NAVD 88     -         9.30   (+/-2cm)      30.5    (feet)  VERTCON   
 AH0244  ___________________________________________________________________
 AH0244  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AH0244
 AH0244  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AH0244
 AH0244.The horizontal coordinates were scaled from a topographic map and have
 AH0244.an estimated accuracy of +/- 6 seconds.
 AH0244
 AH0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0244.The vertical order pertains to the NGVD 29 superseded value.
 AH0244
 AH0244.The geoid height was determined by GEOID03.
 AH0244
 AH0244;                    North         East    Units  Estimated Accuracy
 AH0244;SPC TX S     - 5,249,810.      420,230.      MT  (+/- 180 meters Scaled)
 AH0244
 AH0244                          SUPERSEDED SURVEY CONTROL
 AH0244
 AH0244  NGVD 29 (??/??/92)    9.47   (m)           31.1    (f) COMPUTED    2 0
 AH0244
 AH0244.Superseded values are not recommended for survey control.
 AH0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0244.See file dsdata.txt to determine how the superseded data were derived.
 AH0244
 AH0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR693891(NAD 83)
 AH0244_MARKER: DB = BENCH MARK DISK
 AH0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0244_SP_SET: CULVERT
 AH0244_STAMPING: K 606 1942
 AH0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0244
 AH0244  HISTORY     - Date     Condition        Report By
 AH0244  HISTORY     - 1942     MONUMENTED       CGS
 AH0244  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0244  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AH0244
 AH0244                          STATION DESCRIPTION
 AH0244
 AH0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0244'0.9 MI SE FROM GREGORY.
 AH0244'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE TEXAS AND NEW
 AH0244'ORLEANS RAILROAD STATION AT GREGORY, SAN PATRICIO COUNTY, AT THE
 AH0244'JUNCTION OF THE INGLESIDE ROAD, 85 FEET SOUTHWEST OF THE CENTERLINE OF
 AH0244'THE HIGHWAY, 65 FEET NORTHEAST OF THE CENTERLINE OF THE TEXAS AND NEW
 AH0244'ORLEANS RAILROAD TRACK, 13 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AH0244'INGLESIDE ROAD, AT A 4-BY-6-FOOT CONCRETE BOX-CULVERT UNDER THE
 AH0244'INGLESIDE ROAD, IN THE TOP OF THE SOUTHEAST END OF THE UNDER THE
 AH0244'INGLESIDE ROAD, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 AH0244'HEADWALL, AND 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED K
 AH0244'606 1942.  NOTE-- HIGHWAY CONSTRUCTION IN AREA.
 AH0244
 AH0244                          STATION RECOVERY (1995)
 AH0244
 AH0244'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0794 ***********************************************************************
 AH0794  DESIGNATION -  K 607 RESET 1964
 AH0794  PID         -  AH0794
 AH0794  STATE/COUNTY-  TX/NUECES
 AH0794  USGS QUAD   -  PETRONILA NE (1975)
 AH0794
 AH0794                         *CURRENT SURVEY CONTROL
 AH0794  ___________________________________________________________________
 AH0794* NAD 83(1986)-  27 42 33.     (N)    097 33 13.     (W)     SCALED    
 AH0794* NAVD 88     -        12.19   (+/-2cm)      40.0    (feet)  VERTCON   
 AH0794  ___________________________________________________________________
 AH0794  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH0794
 AH0794  VERT ORDER  -  THIRD (See Below)
 AH0794
 AH0794.The horizontal coordinates were scaled from a topographic map and have
 AH0794.an estimated accuracy of +/- 6 seconds.
 AH0794
 AH0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0794.The vertical order pertains to the NGVD 29 superseded value.
 AH0794
 AH0794.The geoid height was determined by GEOID03.
 AH0794
 AH0794;                    North         East    Units  Estimated Accuracy
 AH0794;SPC TX S     - 5,226,650.      393,330.      MT  (+/- 180 meters Scaled)
 AH0794
 AH0794                          SUPERSEDED SURVEY CONTROL
 AH0794
 AH0794  NGVD 29 (??/??/??)   12.35   (m)           40.5    (f) RESET       3  
 AH0794
 AH0794.Superseded values are not recommended for survey control.
 AH0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0794.See file dsdata.txt to determine how the superseded data were derived.
 AH0794
 AH0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR426658(NAD 83)
 AH0794_MARKER: DB = BENCH MARK DISK
 AH0794_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0794_SP_SET: BRIDGE
 AH0794_STAMPING: K 607 1942 RESET 1964
 AH0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0794
 AH0794  HISTORY     - Date     Condition        Report By
 AH0794  HISTORY     - 1964     MONUMENTED       TXHD
 AH0794  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0794  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0794
 AH0794                          STATION DESCRIPTION
 AH0794
 AH0794'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1964
 AH0794'6.3 MI SW FROM CLARKWOOD.
 AH0794'4.0 MILES SOUTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT CLARKWOOD,
 AH0794'NUECES COUNTY, THENCE 1.4 MILES WEST ALONG A PAVED ROAD, AND THENCE
 AH0794'0.9 MILE SOUTH ALONG A PAVED ROAD, AND SET IN THE DECK OF THE
 AH0794'SOUTHWEST CORNER OF THE BRIDGE ACROSS WEST OSO CREEK.
 AH0794
 AH0794                          STATION RECOVERY (2001)
 AH0794
 AH0794'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0794'MARK NOT FOUND.
 AH0794
 AH0794                          STATION RECOVERY (2002)
 AH0794
 AH0794'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0356 ***********************************************************************
 AH0356  DESIGNATION -  K 608
 AH0356  PID         -  AH0356
 AH0356  STATE/COUNTY-  TX/NUECES
 AH0356  USGS QUAD   -  OSO CREEK NW (1975)
 AH0356
 AH0356                         *CURRENT SURVEY CONTROL
 AH0356  ___________________________________________________________________
 AH0356* NAD 83(1986)-  27 41 17.     (N)    097 27 15.     (W)     SCALED    
 AH0356* NAVD 88     -         9.423  (meters)      30.92   (feet)  ADJUSTED  
 AH0356  ___________________________________________________________________
 AH0356  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AH0356  DYNAMIC HT  -           9.408 (meters)      30.87  (feet)  COMP
 AH0356  MODELED GRAV-     979,122.5   (mgal)                       NAVD 88
 AH0356
 AH0356  VERT ORDER  -  SECOND    CLASS 0
 AH0356
 AH0356.The horizontal coordinates were scaled from a topographic map and have
 AH0356.an estimated accuracy of +/- 6 seconds.
 AH0356
 AH0356.The orthometric height was determined by differential leveling
 AH0356.and adjusted by the National Geodetic Survey in June 1991..
 AH0356
 AH0356.The geoid height was determined by GEOID03.
 AH0356
 AH0356.The dynamic height is computed by dividing the NAVD 88
 AH0356.geopotential number by the normal gravity value computed on the
 AH0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0356.degrees latitude (g = 980.6199 gals.).
 AH0356
 AH0356.The modeled gravity was interpolated from observed gravity values.
 AH0356
 AH0356;                    North         East    Units  Estimated Accuracy
 AH0356;SPC TX S     - 5,224,390.      403,160.      MT  (+/- 180 meters Scaled)
 AH0356
 AH0356                          SUPERSEDED SURVEY CONTROL
 AH0356
 AH0356  NGVD 29 (??/??/92)    9.587  (m)           31.45   (f) ADJ UNCH    2 0
 AH0356
 AH0356.Superseded values are not recommended for survey control.
 AH0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0356.See file dsdata.txt to determine how the superseded data were derived.
 AH0356
 AH0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR524636(NAD 83)
 AH0356_MARKER: DB = BENCH MARK DISK
 AH0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0356_SP_SET: CULVERT
 AH0356_STAMPING: K 608 1942
 AH0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0356
 AH0356  HISTORY     - Date     Condition        Report By
 AH0356  HISTORY     - 1942     MONUMENTED       CGS
 AH0356  HISTORY     - 1949     GOOD             NGS
 AH0356  HISTORY     - 1968     MARK NOT FOUND   USGS
 AH0356  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AH0356  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0356  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0356
 AH0356                          STATION DESCRIPTION
 AH0356
 AH0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0356'7.8 MI S FROM CORPUS CHRISTI.
 AH0356'7.8 MILES SOUTH ALONG STATE HIGHWAY 286 FROM THE MISSOURI PACIFIC
 AH0356'RAILROAD STATION AT CORPUS CHRISTI, NUECES COUNTY, AT THE INTERSECTION
 AH0356'OF A PAVED ROAD LEADING TO DRISCOLL, 36 FEET WEST OF THE CENTERLINE OF
 AH0356'THE HIGHWAY, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT A 4- BY
 AH0356'4- FOOT CONCRETE-BOX CULVERT, AND IN THE SOUTH END OF THE WEST HEAD
 AH0356'WALL.  A STANDARD DISK, STAMPED K 608 1942.
 AH0356
 AH0356                          STATION RECOVERY (1968)
 AH0356
 AH0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AH0356'MARK NOT FOUND.
 AH0356
 AH0356                          STATION RECOVERY (1984)
 AH0356
 AH0356'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0356'MARK NOT FOUND.
 AH0356
 AH0356                          STATION RECOVERY (1991)
 AH0356
 AH0356'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0356'MARK NOT FOUND.
 AH0356
 AH0356                          STATION RECOVERY (1997)
 AH0356
 AH0356'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0879 ***********************************************************************
 AH0879  DESIGNATION -  K 609
 AH0879  PID         -  AH0879
 AH0879  STATE/COUNTY-  TX/NUECES
 AH0879  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0879
 AH0879                         *CURRENT SURVEY CONTROL
 AH0879  ___________________________________________________________________
 AH0879* NAD 83(1986)-  27 34 32.     (N)    097 46 34.     (W)     SCALED    
 AH0879* NAVD 88     -        17.030  (meters)      55.87   (feet)  ADJUSTED  
 AH0879  ___________________________________________________________________
 AH0879  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AH0879  DYNAMIC HT  -          17.003 (meters)      55.78  (feet)  COMP
 AH0879  MODELED GRAV-     979,103.4   (mgal)                       NAVD 88
 AH0879
 AH0879  VERT ORDER  -  SECOND    CLASS 0
 AH0879
 AH0879.The horizontal coordinates were scaled from a topographic map and have
 AH0879.an estimated accuracy of +/- 6 seconds.
 AH0879
 AH0879.The orthometric height was determined by differential leveling
 AH0879.and adjusted by the National Geodetic Survey in June 1991..
 AH0879
 AH0879.The geoid height was determined by GEOID03.
 AH0879
 AH0879.The dynamic height is computed by dividing the NAVD 88
 AH0879.geopotential number by the normal gravity value computed on the
 AH0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0879.degrees latitude (g = 980.6199 gals.).
 AH0879
 AH0879.The modeled gravity was interpolated from observed gravity values.
 AH0879
 AH0879;                    North         East    Units  Estimated Accuracy
 AH0879;SPC TX S     - 5,211,700.      371,480.      MT  (+/- 180 meters Scaled)
 AH0879
 AH0879                          SUPERSEDED SURVEY CONTROL
 AH0879
 AH0879  NGVD 29 (??/??/92)   17.139  (m)           56.23   (f) ADJ UNCH    2 0
 AH0879
 AH0879.Superseded values are not recommended for survey control.
 AH0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0879.See file dsdata.txt to determine how the superseded data were derived.
 AH0879
 AH0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR208507(NAD 83)
 AH0879_MARKER: DB = BENCH MARK DISK
 AH0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0879_STAMPING: K 609 1942
 AH0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0879+STABILITY: SURFACE MOTION
 AH0879
 AH0879  HISTORY     - Date     Condition        Report By
 AH0879  HISTORY     - 1942     MONUMENTED       CGS
 AH0879  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0879  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0879
 AH0879                          STATION DESCRIPTION
 AH0879
 AH0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0879'1.1 MI E FROM BISHOP.
 AH0879'TO REACH FROM THE HIGH SCHOOL AT BISHOP-- PROCEED 1.1 MILES EASTERLY
 AH0879'ALONG PAVED ROAD TO INTERSECTION OF ROAD LEADING NORTH AND THE SITE OF
 AH0879'THE BENCH MARK.  BENCH MARK IS 30.0 FEET SOUTH OF AND ABOUT THE SAME
 AH0879'ELEVATION AS THE CENTERLINE OF THE PAVED ROAD, 18.0 FEET WEST OF THE
 AH0879'CENTERLINE OF THE SIDE ROAD EXTENDED AND 3.0 FEET SOUTHWEST OF A
 AH0879'POWERLINE POLE.  IT IS 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.
 AH0879'THE MONUMENT PROJECTS 0.5 FOOT.
 AH0879
 AH0879                          STATION RECOVERY (1975)
 AH0879
 AH0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0879'MARK NOT FOUND.
 AH0879
 AH0879                          STATION RECOVERY (1981)
 AH0879
 AH0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0879'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0395 ***********************************************************************
 AH0395  DESIGNATION -  K 610
 AH0395  PID         -  AH0395
 AH0395  STATE/COUNTY-  TX/NUECES
 AH0395  USGS QUAD   -  OSO CREEK NE (1975)
 AH0395
 AH0395                         *CURRENT SURVEY CONTROL
 AH0395  ___________________________________________________________________
 AH0395* NAD 83(1986)-  27 40 32.     (N)    097 17 49.     (W)     SCALED    
 AH0395* NAVD 88     -         5.809  (meters)      19.06   (feet)  ADJUSTED  
 AH0395  ___________________________________________________________________
 AH0395  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AH0395  DYNAMIC HT  -           5.800 (meters)      19.03  (feet)  COMP
 AH0395  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 AH0395
 AH0395  VERT ORDER  -  SECOND    CLASS 0
 AH0395
 AH0395.The horizontal coordinates were scaled from a topographic map and have
 AH0395.an estimated accuracy of +/- 6 seconds.
 AH0395
 AH0395.The orthometric height was determined by differential leveling
 AH0395.and adjusted by the National Geodetic Survey in June 1991..
 AH0395
 AH0395.The geoid height was determined by GEOID03.
 AH0395
 AH0395.The dynamic height is computed by dividing the NAVD 88
 AH0395.geopotential number by the normal gravity value computed on the
 AH0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0395.degrees latitude (g = 980.6199 gals.).
 AH0395
 AH0395.The modeled gravity was interpolated from observed gravity values.
 AH0395
 AH0395;                    North         East    Units  Estimated Accuracy
 AH0395;SPC TX S     - 5,223,140.      418,680.      MT  (+/- 180 meters Scaled)
 AH0395
 AH0395                          SUPERSEDED SURVEY CONTROL
 AH0395
 AH0395  NGVD 29 (??/??/92)    5.972  (m)           19.59   (f) ADJ UNCH    2 0
 AH0395
 AH0395.Superseded values are not recommended for survey control.
 AH0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0395.See file dsdata.txt to determine how the superseded data were derived.
 AH0395
 AH0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR679624(NAD 83)
 AH0395_MARKER: DB = BENCH MARK DISK
 AH0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0395_STAMPING: K 610 1942
 AH0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0395+STABILITY: SURFACE MOTION
 AH0395
 AH0395  HISTORY     - Date     Condition        Report By
 AH0395  HISTORY     - 1942     MONUMENTED       CGS
 AH0395  HISTORY     - 1949     GOOD             NGS
 AH0395  HISTORY     - 19970204 MARK NOT FOUND   NGS
 AH0395  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0395
 AH0395                          STATION DESCRIPTION
 AH0395
 AH0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0395'1.2 MI S FROM CORPUS CHRISTI.
 AH0395'1.2 MILES SOUTH ALONG SOUTH STAPLES STREET FROM THE TEXAS MEXICAN
 AH0395'RAILWAY CO. STATION AT CORPUS CHRISTI, NUECES COUNTY, THENCE 3.0 MILES
 AH0395'SOUTH ALONG STATE HIGHWAY 286, AND THENCE 9.0 MILES EAST ALONG
 AH0395'LEXINGTON BOULEVARD (STATE HIGHWAY 358).  AT THE CROSSING OF THE
 AH0395'MISSOURI PACIFIC RAILROAD, 300 FEET EAST OF THREE SMALL OIL TANKS, 200
 AH0395'FEET WEST OF THE CENTER LINE OF THE RAILROAD, 50 FEET NORTH OF AND
 AH0395'ABOUT LEVEL WITH THE CENTER LINE OF THE BOULEVARD, 3 FEET WEST OF A
 AH0395'CONCRETE RIGHT-OF-WAY POST, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 AH0395'POST.  A STANDARD DISK, STAMPED K 610 1942 AND SET IN THE TOP OF A
 AH0395'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AH0395
 AH0395                          STATION RECOVERY (1997)
 AH0395
 AH0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0395'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AH0395'DESTROYED.
 AH0395
 AH0395                          STATION RECOVERY (1997)
 AH0395
 AH0395'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1005 ***********************************************************************
 AH1005  DESIGNATION -  K 611
 AH1005  PID         -  AH1005
 AH1005  STATE/COUNTY-  TX/NUECES
 AH1005  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1005
 AH1005                         *CURRENT SURVEY CONTROL
 AH1005  ___________________________________________________________________
 AH1005* NAD 83(1986)-  27 41 00.     (N)    097 49 57.     (W)     SCALED    
 AH1005* NAVD 88     -        25.579  (meters)      83.92   (feet)  ADJUSTED  
 AH1005  ___________________________________________________________________
 AH1005  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH1005  DYNAMIC HT  -          25.540 (meters)      83.79  (feet)  COMP
 AH1005  MODELED GRAV-     979,104.7   (mgal)                       NAVD 88
 AH1005
 AH1005  VERT ORDER  -  SECOND    CLASS 0
 AH1005
 AH1005.The horizontal coordinates were scaled from a topographic map and have
 AH1005.an estimated accuracy of +/- 6 seconds.
 AH1005
 AH1005.The orthometric height was determined by differential leveling
 AH1005.and adjusted by the National Geodetic Survey in June 1991..
 AH1005
 AH1005.The geoid height was determined by GEOID03.
 AH1005
 AH1005.The dynamic height is computed by dividing the NAVD 88
 AH1005.geopotential number by the normal gravity value computed on the
 AH1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1005.degrees latitude (g = 980.6199 gals.).
 AH1005
 AH1005.The modeled gravity was interpolated from observed gravity values.
 AH1005
 AH1005;                    North         East    Units  Estimated Accuracy
 AH1005;SPC TX S     - 5,223,610.      365,850.      MT  (+/- 180 meters Scaled)
 AH1005
 AH1005                          SUPERSEDED SURVEY CONTROL
 AH1005
 AH1005  NGVD 29 (??/??/92)   25.685  (m)           84.27   (f) ADJ UNCH    2 0
 AH1005
 AH1005.Superseded values are not recommended for survey control.
 AH1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1005.See file dsdata.txt to determine how the superseded data were derived.
 AH1005
 AH1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR151626(NAD 83)
 AH1005_MARKER: DB = BENCH MARK DISK
 AH1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1005_STAMPING: K 611 1942
 AH1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1005+STABILITY: SURFACE MOTION
 AH1005
 AH1005  HISTORY     - Date     Condition        Report By
 AH1005  HISTORY     - 1942     MONUMENTED       CGS
 AH1005  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH1005  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AH1005
 AH1005                          STATION DESCRIPTION
 AH1005
 AH1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1005'8.0 MI S FROM BANQUETE.
 AH1005'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BANQUETE--
 AH1005'PROCEED 8.0 MILES SOUTHERLY ALONG OILED ROAD TO INTERSECTION OF
 AH1005'CROSSROAD AND THE SITE OF BENCH MARK.  BENCH MARK IS IN THE NORTHEAST
 AH1005'CORNER OF HARLAN TANK FARM, 59.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW
 AH1005'THE CENTERLINE OF THE ROAD AND 1.0 FOOT NORTHEAST OF FENCE CORNER. IT
 AH1005'IS IN LINE WITH POWER LINE AND ABOUT 80.0 FEET SOUTH OF A POWER LINE
 AH1005'POLE, AND 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. THE
 AH1005'MONUMENT PROJECTS 0.5 FOOT.
 AH1005
 AH1005                          STATION RECOVERY (1975)
 AH1005
 AH1005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH1005'MARK NOT FOUND.
 AH1005
 AH1005                          STATION RECOVERY (1985)
 AH1005
 AH1005'RECOVERY NOTE BY US POWER SQUADRON 1985
 AH1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0112 ***********************************************************************
 AJ0112  DESIGNATION -  K 612
 AJ0112  PID         -  AJ0112
 AJ0112  STATE/COUNTY-  TX/JIM WELLS
 AJ0112  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0112
 AJ0112                         *CURRENT SURVEY CONTROL
 AJ0112  ___________________________________________________________________
 AJ0112* NAD 83(1986)-  27 40 19.     (N)    098 01 36.     (W)     SCALED    
 AJ0112* NAVD 88     -        50.981  (meters)     167.26   (feet)  ADJUSTED  
 AJ0112  ___________________________________________________________________
 AJ0112  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AJ0112  DYNAMIC HT  -          50.902 (meters)     167.00  (feet)  COMP
 AJ0112  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 AJ0112
 AJ0112  VERT ORDER  -  SECOND    CLASS 0
 AJ0112
 AJ0112.The horizontal coordinates were scaled from a topographic map and have
 AJ0112.an estimated accuracy of +/- 6 seconds.
 AJ0112
 AJ0112.The orthometric height was determined by differential leveling
 AJ0112.and adjusted by the National Geodetic Survey in June 1991..
 AJ0112
 AJ0112.The geoid height was determined by GEOID03.
 AJ0112
 AJ0112.The dynamic height is computed by dividing the NAVD 88
 AJ0112.geopotential number by the normal gravity value computed on the
 AJ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0112.degrees latitude (g = 980.6199 gals.).
 AJ0112
 AJ0112.The modeled gravity was interpolated from observed gravity values.
 AJ0112
 AJ0112;                    North         East    Units  Estimated Accuracy
 AJ0112;SPC TX S     - 5,222,260.      346,700.      MT  (+/- 180 meters Scaled)
 AJ0112
 AJ0112                          SUPERSEDED SURVEY CONTROL
 AJ0112
 AJ0112  NGVD 29 (??/??/92)   51.08   (m)          167.6    (f) COMPUTED    2 0
 AJ0112
 AJ0112.Superseded values are not recommended for survey control.
 AJ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0112.See file dsdata.txt to determine how the superseded data were derived.
 AJ0112
 AJ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR959612(NAD 83)
 AJ0112_MARKER: DB = BENCH MARK DISK
 AJ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0112_STAMPING: K 612 1942
 AJ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0112+STABILITY: SURFACE MOTION
 AJ0112
 AJ0112  HISTORY     - Date     Condition        Report By
 AJ0112  HISTORY     - 1942     MONUMENTED       CGS
 AJ0112
 AJ0112                          STATION DESCRIPTION
 AJ0112
 AJ0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0112'5.7 MI SE FROM ALICE.
 AJ0112'TO REACH FROM POST OFFICE IN ALICE-- PROCEED SOUTHEASTERLY 5.7 MILES
 AJ0112'ON GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS IN NORTHWEST
 AJ0112'CORNER OF PASTURE, 25.4 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION
 AJ0112'AS CENTERLINE OF THE ROAD.  IT IS 8.0 FEET NORTHWEST OF CORNER POST OF
 AJ0112'FENCE RUNNING WEST AND IN LINE WITH FENCE RUNNING SOUTHEAST, 3.0 FEET
 AJ0112'NORTHWEST OF 4 X 4 INCH WOODEN MARKER POST AND MONUMENT PROJECTS ABOUT
 AJ0112'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0113 ***********************************************************************
 AJ0113  DESIGNATION -  K 612 RESET 1951
 AJ0113  PID         -  AJ0113
 AJ0113  STATE/COUNTY-  TX/JIM WELLS
 AJ0113  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0113
 AJ0113                         *CURRENT SURVEY CONTROL
 AJ0113  ___________________________________________________________________
 AJ0113* NAD 83(1986)-  27 40 19.     (N)    098 01 36.     (W)     SCALED    
 AJ0113* NAVD 88     -        50.98   (meters)     167.3    (feet)  RESET     
 AJ0113  ___________________________________________________________________
 AJ0113  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AJ0113
 AJ0113  VERT ORDER  -  THIRD
 AJ0113
 AJ0113.The horizontal coordinates were scaled from a topographic map and have
 AJ0113.an estimated accuracy of +/- 6 seconds.
 AJ0113
 AJ0113.The orthometric height was computed from unverified reset data.
 AJ0113
 AJ0113.The geoid height was determined by GEOID03.
 AJ0113
 AJ0113;                    North         East    Units  Estimated Accuracy
 AJ0113;SPC TX S     - 5,222,260.      346,700.      MT  (+/- 180 meters Scaled)
 AJ0113
 AJ0113                          SUPERSEDED SURVEY CONTROL
 AJ0113
 AJ0113  NGVD 29 (??/??/??)   51.09   (m)          167.6    (f) RESET       3  
 AJ0113
 AJ0113.Superseded values are not recommended for survey control.
 AJ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0113.See file dsdata.txt to determine how the superseded data were derived.
 AJ0113
 AJ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR959612(NAD 83)
 AJ0113_MARKER: DB = BENCH MARK DISK
 AJ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0113_STAMPING: K 612 RESET 1951
 AJ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0113+STABILITY: SURFACE MOTION
 AJ0113
 AJ0113  HISTORY     - Date     Condition        Report By
 AJ0113  HISTORY     - 1951     MONUMENTED       CGS
 AJ0113
 AJ0113                          STATION DESCRIPTION
 AJ0113
 AJ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AJ0113'6.5 MI SE FROM ALICE.
 AJ0113'6.5 MILES SOUTHEAST ALONG FARM-TO-MARKET HIGHWAY 1352 FROM THE POST
 AJ0113'OFFICE AT ALICE, AT THE NORTHWEST CORNER OF A PASTURE, AT THE JUNCTION
 AJ0113'OF A PRIVATE DIRT ROAD LEADING WEST, 39 FEET SOUTHWEST OF THE
 AJ0113'CENTERLINE OF THE HIGHWAY, 13 FEET NORTHWEST OF THE ROAD, 7 FEET
 AJ0113'NORTHWEST OF A FENCE LEADING WEST, 1 FOOT INSIDE THE WEST RIGHT-OF-WAY
 AJ0113'FENCE, AND 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0124 ***********************************************************************
 AJ0124  DESIGNATION -  K 613
 AJ0124  PID         -  AJ0124
 AJ0124  STATE/COUNTY-  TX/JIM WELLS
 AJ0124  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0124
 AJ0124                         *CURRENT SURVEY CONTROL
 AJ0124  ___________________________________________________________________
 AJ0124* NAD 83(1986)-  27 32 55.     (N)    098 04 56.     (W)     SCALED    
 AJ0124* NAVD 88     -        47.850  (meters)     156.99   (feet)  ADJUSTED  
 AJ0124  ___________________________________________________________________
 AJ0124  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AJ0124  DYNAMIC HT  -          47.776 (meters)     156.75  (feet)  COMP
 AJ0124  MODELED GRAV-     979,086.1   (mgal)                       NAVD 88
 AJ0124
 AJ0124  VERT ORDER  -  SECOND    CLASS 0
 AJ0124
 AJ0124.The horizontal coordinates were scaled from a topographic map and have
 AJ0124.an estimated accuracy of +/- 6 seconds.
 AJ0124
 AJ0124.The orthometric height was determined by differential leveling
 AJ0124.and adjusted by the National Geodetic Survey in June 1991..
 AJ0124
 AJ0124.The geoid height was determined by GEOID03.
 AJ0124
 AJ0124.The dynamic height is computed by dividing the NAVD 88
 AJ0124.geopotential number by the normal gravity value computed on the
 AJ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0124.degrees latitude (g = 980.6199 gals.).
 AJ0124
 AJ0124.The modeled gravity was interpolated from observed gravity values.
 AJ0124
 AJ0124;                    North         East    Units  Estimated Accuracy
 AJ0124;SPC TX S     - 5,208,580.      341,260.      MT  (+/- 180 meters Scaled)
 AJ0124
 AJ0124                          SUPERSEDED SURVEY CONTROL
 AJ0124
 AJ0124  NGVD 29 (??/??/92)   47.946  (m)          157.30   (f) ADJ UNCH    2 0
 AJ0124
 AJ0124.Superseded values are not recommended for survey control.
 AJ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0124.See file dsdata.txt to determine how the superseded data were derived.
 AJ0124
 AJ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR906475(NAD 83)
 AJ0124_MARKER: DB = BENCH MARK DISK
 AJ0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0124_STAMPING: K 613 1942
 AJ0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0124+STABILITY: SURFACE MOTION
 AJ0124
 AJ0124  HISTORY     - Date     Condition        Report By
 AJ0124  HISTORY     - 1942     MONUMENTED       CGS
 AJ0124  HISTORY     - 1976     MARK NOT FOUND   TXHD
 AJ0124
 AJ0124                          STATION DESCRIPTION
 AJ0124
 AJ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0124'11.8 MI W FROM KINGSVILLE.
 AJ0124'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AJ0124'PROCEED WESTERLY 11.8 MILES ALONG STATE HIGHWAY NO. 141 TO SITE OF
 AJ0124'BENCH MARK.  BENCH MARK IS ABOUT 0.9 MILE EAST OF INTERSECTION OF
 AJ0124'STATE HIGHWAY NO. 141 AND U. S. HIGHWAY NO. 281.  IT IS 42.0 FEET
 AJ0124'SOUTH OF AND ABOUT THE SAME ELEVATION AS CENTERLINE OF HIGHWAY, 0.6
 AJ0124'FOOT NORTH OF HIGHWAY FENCE LINE, 3.0 FEET WEST OF 4 X 4 INCH WOODEN
 AJ0124'MARKER POST.  THE MONUMENT PROJECTS ABOUT 0.5 FOOT.
 AJ0124
 AJ0124                          STATION RECOVERY (1976)
 AJ0124
 AJ0124'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0302 ***********************************************************************
 AJ0302  DESIGNATION -  K 614
 AJ0302  PID         -  AJ0302
 AJ0302  STATE/COUNTY-  TX/JIM WELLS
 AJ0302  USGS QUAD   -  PREMONT EAST (1963)
 AJ0302
 AJ0302                         *CURRENT SURVEY CONTROL
 AJ0302  ___________________________________________________________________
 AJ0302* NAD 83(1986)-  27 21 41.     (N)    098 05 01.     (W)     SCALED    
 AJ0302* NAVD 88     -        41.789  (meters)     137.10   (feet)  ADJUSTED  
 AJ0302  ___________________________________________________________________
 AJ0302  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AJ0302  DYNAMIC HT  -          41.723 (meters)     136.89  (feet)  COMP
 AJ0302  MODELED GRAV-     979,077.2   (mgal)                       NAVD 88
 AJ0302
 AJ0302  VERT ORDER  -  SECOND    CLASS 0
 AJ0302
 AJ0302.The horizontal coordinates were scaled from a topographic map and have
 AJ0302.an estimated accuracy of +/- 6 seconds.
 AJ0302
 AJ0302.The orthometric height was determined by differential leveling
 AJ0302.and adjusted by the National Geodetic Survey in June 1991..
 AJ0302
 AJ0302.The geoid height was determined by GEOID03.
 AJ0302
 AJ0302.The dynamic height is computed by dividing the NAVD 88
 AJ0302.geopotential number by the normal gravity value computed on the
 AJ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0302.degrees latitude (g = 980.6199 gals.).
 AJ0302
 AJ0302.The modeled gravity was interpolated from observed gravity values.
 AJ0302
 AJ0302;                    North         East    Units  Estimated Accuracy
 AJ0302;SPC TX S     - 5,187,830.      341,190.      MT  (+/- 180 meters Scaled)
 AJ0302
 AJ0302                          SUPERSEDED SURVEY CONTROL
 AJ0302
 AJ0302  NGVD 29 (??/??/??)   41.89   (m)          137.4    (f) RESET       3  
 AJ0302
 AJ0302.Superseded values are not recommended for survey control.
 AJ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0302.See file dsdata.txt to determine how the superseded data were derived.
 AJ0302
 AJ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR906267(NAD 83)
 AJ0302_MARKER: DB = BENCH MARK DISK
 AJ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0302_STAMPING: K 614 1942
 AJ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0302+STABILITY: SURFACE MOTION
 AJ0302
 AJ0302  HISTORY     - Date     Condition        Report By
 AJ0302  HISTORY     - 1942     MONUMENTED       CGS
 AJ0302
 AJ0302                          STATION DESCRIPTION
 AJ0302
 AJ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0302'2.0 MI E FROM PREMONT.
 AJ0302'TO REACH FROM POST OFFICE AT PREMONT-- PROCEED EASTERLY 2.0 MILES
 AJ0302'ALONG OLD PREMONT-KINGSVILLE ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AJ0302'IS ON FENCE LINE ABOUT 350.0 FEET WEST OF FRAME CAMP-HOUSE.  IT IS
 AJ0302'30.0 FEET NORTH OF ROAD, 0.6 FOOT SOUTH OF EAST AND WEST FENCE, 3.0
 AJ0302'FEET WEST OF 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AJ0302'ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0694 ***********************************************************************
 AH0694  DESIGNATION -  K 615
 AH0694  PID         -  AH0694
 AH0694  STATE/COUNTY-  TX/KENEDY
 AH0694  USGS QUAD   -  LA PALOMA RANCH (1979)
 AH0694
 AH0694                         *CURRENT SURVEY CONTROL
 AH0694  ___________________________________________________________________
 AH0694* NAD 83(1986)-  27 10 34.     (N)    097 52 45.     (W)     SCALED    
 AH0694* NAVD 88     -        14.281  (meters)      46.85   (feet)  ADJUSTED  
 AH0694  ___________________________________________________________________
 AH0694  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH0694  DYNAMIC HT  -          14.258 (meters)      46.78  (feet)  COMP
 AH0694  MODELED GRAV-     979,083.5   (mgal)                       NAVD 88
 AH0694
 AH0694  VERT ORDER  -  SECOND    CLASS 0
 AH0694
 AH0694.The horizontal coordinates were scaled from a topographic map and have
 AH0694.an estimated accuracy of +/- 6 seconds.
 AH0694
 AH0694.The orthometric height was determined by differential leveling
 AH0694.and adjusted by the National Geodetic Survey in June 1991..
 AH0694
 AH0694.The geoid height was determined by GEOID03.
 AH0694
 AH0694.The dynamic height is computed by dividing the NAVD 88
 AH0694.geopotential number by the normal gravity value computed on the
 AH0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0694.degrees latitude (g = 980.6199 gals.).
 AH0694
 AH0694.The modeled gravity was interpolated from observed gravity values.
 AH0694
 AH0694;                    North         East    Units  Estimated Accuracy
 AH0694;SPC TX S     - 5,167,390.      361,520.      MT  (+/- 180 meters Scaled)
 AH0694
 AH0694                          SUPERSEDED SURVEY CONTROL
 AH0694
 AH0694  NGVD 29 (??/??/92)   14.373  (m)           47.16   (f) ADJ UNCH    2 0
 AH0694
 AH0694.Superseded values are not recommended for survey control.
 AH0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0694.See file dsdata.txt to determine how the superseded data were derived.
 AH0694
 AH0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR110064(NAD 83)
 AH0694_MARKER: DB = BENCH MARK DISK
 AH0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0694_STAMPING: K 615 1942
 AH0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0694+STABILITY: SURFACE MOTION
 AH0694
 AH0694  HISTORY     - Date     Condition        Report By
 AH0694  HISTORY     - 1942     MONUMENTED       CGS
 AH0694  HISTORY     - 1975     GOOD             USGS
 AH0694
 AH0694                          STATION DESCRIPTION
 AH0694
 AH0694'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0694'5.1 MI W FROM RIVIERA.
 AH0694'5.1 MILES WEST ALONG STATE HWY. 285 FROM THE JCT. OF HWY. 285 AND U.S.
 AH0694'HWY. 77 IN RIVIERA, THEN SOUTH ALONG CALICHE ROAD 4.1 MILES TO A
 AH0694'CALICHE ROAD JCT., BEAR RIGHT TOWARDS BRAUGH RANCH AND CONTINUE 2.4
 AH0694'MILES, TURN RIGHT FOR 0.9 MILE PAST THE BRAUGH RANCH OFFICE THROUGH A
 AH0694'GATE TO THE TIENDA WINDMILL.  BM IS IN A CLUMP OF BUSHES ABOUT 630
 AH0694'FEET SW OF WINDMILL.  A STANDARD DISK SET IN CONCRETE 0.5 FOOT ABOVE
 AH0694'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0454 ***********************************************************************
 AJ0454  DESIGNATION -  K 616
 AJ0454  PID         -  AJ0454
 AJ0454  STATE/COUNTY-  TX/BROOKS
 AJ0454  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ0454
 AJ0454                         *CURRENT SURVEY CONTROL
 AJ0454  ___________________________________________________________________
 AJ0454* NAD 83(1986)-  27 05 57.     (N)    098 06 03.     (W)     SCALED    
 AJ0454* NAVD 88     -        32.948  (meters)     108.10   (feet)  ADJUSTED  
 AJ0454  ___________________________________________________________________
 AJ0454  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AJ0454  DYNAMIC HT  -          32.896 (meters)     107.93  (feet)  COMP
 AJ0454  MODELED GRAV-     979,063.6   (mgal)                       NAVD 88
 AJ0454
 AJ0454  VERT ORDER  -  SECOND    CLASS 0
 AJ0454
 AJ0454.The horizontal coordinates were scaled from a topographic map and have
 AJ0454.an estimated accuracy of +/- 6 seconds.
 AJ0454
 AJ0454.The orthometric height was determined by differential leveling
 AJ0454.and adjusted by the National Geodetic Survey in June 1991..
 AJ0454
 AJ0454.The geoid height was determined by GEOID03.
 AJ0454
 AJ0454.The dynamic height is computed by dividing the NAVD 88
 AJ0454.geopotential number by the normal gravity value computed on the
 AJ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0454.degrees latitude (g = 980.6199 gals.).
 AJ0454
 AJ0454.The modeled gravity was interpolated from observed gravity values.
 AJ0454
 AJ0454;                    North         East    Units  Estimated Accuracy
 AJ0454;SPC TX S     - 5,158,770.      339,580.      MT  (+/- 180 meters Scaled)
 AJ0454
 AJ0454                          SUPERSEDED SURVEY CONTROL
 AJ0454
 AJ0454  NGVD 29 (??/??/92)   33.06   (m)          108.5    (f) COMPUTED    2 0
 AJ0454
 AJ0454.Superseded values are not recommended for survey control.
 AJ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0454.See file dsdata.txt to determine how the superseded data were derived.
 AJ0454
 AJ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ891977(NAD 83)
 AJ0454_MARKER: DB = BENCH MARK DISK
 AJ0454_SETTING: 0 = UNSPECIFIED SETTING
 AJ0454_STAMPING: K 616 1942
 AJ0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0454
 AJ0454  HISTORY     - Date     Condition        Report By
 AJ0454  HISTORY     - 1942     MONUMENTED       CGS
 AJ0454  HISTORY     - 1962     GOOD             USGS
 AJ0454
 AJ0454                          STATION DESCRIPTION
 AJ0454
 AJ0454'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ0454'3.1 MI E FROM FALFURRIAS.
 AJ0454'RANCH ROAD USED FOR OLD DESCRIPTION HAS BEEN ABANDONED.  FROM THE
 AJ0454'INTERSECTION OF US HWY 281 AND FARM ROAD 2191 IN FALFURRIAS, BROOKS
 AJ0454'CO., TEXAS PROCEED EAST 5.2 MILES TO A CROSS ROAD, THENCE SOUTH 3.6
 AJ0454'MILES TO THE GATE-KEEPERS HOUSE AT THE MARIPOSA RANCH, CONTINUE SOUTH
 AJ0454'4.7 MILES TO A Y-RD NORTHWEST, THENCE WEST 1.85 MILES TO A GATE IN A
 AJ0454'NORTH-SOUTH FENCE, CONTINUE WEST 1.75 MILES TO A WINDMILL, CONTINUE
 AJ0454'WEST 0.4 MILE ALONG FENCE TO BENCH MARK ON THE EAST SIDE OF A SMALL
 AJ0454'RISE AND 1 FOOT SOUTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1098 ***********************************************************************
 AB1098  DESIGNATION -  K 617
 AB1098  PID         -  AB1098
 AB1098  STATE/COUNTY-  TX/KENEDY
 AB1098  USGS QUAD   -  PITA CAMP (1982)
 AB1098
 AB1098                         *CURRENT SURVEY CONTROL
 AB1098  ___________________________________________________________________
 AB1098* NAD 83(1986)-  26 55 19.     (N)    097 55 41.     (W)     SCALED    
 AB1098* NAVD 88     -        11.065  (meters)      36.30   (feet)  ADJUSTED  
 AB1098  ___________________________________________________________________
 AB1098  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AB1098  DYNAMIC HT  -          11.047 (meters)      36.24  (feet)  COMP
 AB1098  MODELED GRAV-     979,066.3   (mgal)                       NAVD 88
 AB1098
 AB1098  VERT ORDER  -  SECOND    CLASS 0
 AB1098
 AB1098.The horizontal coordinates were scaled from a topographic map and have
 AB1098.an estimated accuracy of +/- 6 seconds.
 AB1098
 AB1098.The orthometric height was determined by differential leveling
 AB1098.and adjusted by the National Geodetic Survey in June 1991..
 AB1098
 AB1098.The geoid height was determined by GEOID03.
 AB1098
 AB1098.The dynamic height is computed by dividing the NAVD 88
 AB1098.geopotential number by the normal gravity value computed on the
 AB1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1098.degrees latitude (g = 980.6199 gals.).
 AB1098
 AB1098.The modeled gravity was interpolated from observed gravity values.
 AB1098
 AB1098;                    North         East    Units  Estimated Accuracy
 AB1098;SPC TX S     - 5,139,200.      356,800.      MT  (+/- 180 meters Scaled)
 AB1098
 AB1098                          SUPERSEDED SURVEY CONTROL
 AB1098
 AB1098  NGVD 29 (??/??/92)   11.156  (m)           36.60   (f) ADJ UNCH    2 0
 AB1098
 AB1098.Superseded values are not recommended for survey control.
 AB1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1098.See file dsdata.txt to determine how the superseded data were derived.
 AB1098
 AB1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ064782(NAD 83)
 AB1098_MARKER: DB = BENCH MARK DISK
 AB1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1098_STAMPING: K 617 1942
 AB1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1098+STABILITY: SURFACE MOTION
 AB1098
 AB1098  HISTORY     - Date     Condition        Report By
 AB1098  HISTORY     - 1942     MONUMENTED       CGS
 AB1098  HISTORY     - 20010702 GOOD             AAS
 AB1098
 AB1098                          STATION DESCRIPTION
 AB1098
 AB1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1098'9.0 MI W FROM ARMSTRONG.
 AB1098'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG--
 AB1098'PROCEED 8.8 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1098'MARK.  BENCH MARK IS ABOUT 1.0 MILE EAST OF THE LAPITA CAMP HOUSE AND
 AB1098'CATTLE CORRALS, ABOUT 0.2 MILE SOUTH OF AN EAST-WEST FENCE AND 22.0
 AB1098'FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD. IT
 AB1098'IS 6.0 FEET NORTH OF A MESQUITE TREE AND 4.0 FEET EAST OF A 4X4-INCH
 AB1098'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
 AB1098
 AB1098                          STATION RECOVERY (2001)
 AB1098
 AB1098'RECOVERY NOTE BY ATLANTIC AERIAL SURVEYS 2001
 AB1098'TEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1135 ***********************************************************************
 AJ1135  DESIGNATION -  K 618
 AJ1135  PID         -  AJ1135
 AJ1135  STATE/COUNTY-  TX/BROOKS
 AJ1135  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ1135
 AJ1135                         *CURRENT SURVEY CONTROL
 AJ1135  ___________________________________________________________________
 AJ1135* NAD 83(1986)-  27 03 17.     (N)    098 00 47.     (W)     SCALED    
 AJ1135* NAVD 88     -        23.331  (meters)      76.55   (feet)  ADJUSTED  
 AJ1135  ___________________________________________________________________
 AJ1135  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AJ1135  DYNAMIC HT  -          23.294 (meters)      76.42  (feet)  COMP
 AJ1135  MODELED GRAV-     979,067.0   (mgal)                       NAVD 88
 AJ1135
 AJ1135  VERT ORDER  -  SECOND    CLASS 0
 AJ1135
 AJ1135.The horizontal coordinates were scaled from a topographic map and have
 AJ1135.an estimated accuracy of +/- 6 seconds.
 AJ1135
 AJ1135.The orthometric height was determined by differential leveling
 AJ1135.and adjusted by the National Geodetic Survey in June 1991..
 AJ1135
 AJ1135.The geoid height was determined by GEOID03.
 AJ1135
 AJ1135.The dynamic height is computed by dividing the NAVD 88
 AJ1135.geopotential number by the normal gravity value computed on the
 AJ1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1135.degrees latitude (g = 980.6199 gals.).
 AJ1135
 AJ1135.The modeled gravity was interpolated from observed gravity values.
 AJ1135
 AJ1135;                    North         East    Units  Estimated Accuracy
 AJ1135;SPC TX S     - 5,153,880.      348,300.      MT  (+/- 180 meters Scaled)
 AJ1135
 AJ1135                          SUPERSEDED SURVEY CONTROL
 AJ1135
 AJ1135  NGVD 29 (??/??/92)   23.430  (m)           76.87   (f) ADJ UNCH    2 0
 AJ1135
 AJ1135.Superseded values are not recommended for survey control.
 AJ1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1135.See file dsdata.txt to determine how the superseded data were derived.
 AJ1135
 AJ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ978928(NAD 83)
 AJ1135_MARKER: DB = BENCH MARK DISK
 AJ1135_SETTING: 0 = UNSPECIFIED SETTING
 AJ1135_STAMPING: K 618 1942
 AJ1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1135
 AJ1135  HISTORY     - Date     Condition        Report By
 AJ1135  HISTORY     - 1942     MONUMENTED       CGS
 AJ1135  HISTORY     - 1962     GOOD             USGS
 AJ1135
 AJ1135                          STATION DESCRIPTION
 AJ1135
 AJ1135'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ1135'12.3 MI SE FROM BARROSO.
 AJ1135'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 281 AND FARM ROAD 2191
 AJ1135'IN FALFURRIAS, BROOKS COUNTY, PROCEED EAST 5.2 MILES TO A CROSS ROAD,
 AJ1135'SOUTH 3.6 MILES TO THE GATEKEEPERS HOUSE AT THE MARIPOSA RANCH,
 AJ1135'CONTINUE SOUTH 6.3 MILES TO AN EAST-WEST PIPELINE AND ROAD, EAST 0.8
 AJ1135'MILE TO A T ROAD SOUTH TO A WELL, SOUTH 0.7 MILE ACROSS COUNTRY TO AN
 AJ1135'EAST-WEST FENCE AND THE BENCH MARK WHICH IS 0.1 MILE EAST OF A LIVE
 AJ1135'OAK THICKET, DUE SOUTH OF THE EAST MESQUITE TREE OF TWO AND ABOUT 1
 AJ1135'FOOT SOUTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1123 ***********************************************************************
 AB1123  DESIGNATION -  K 619
 AB1123  PID         -  AB1123
 AB1123  STATE/COUNTY-  TX/KENEDY
 AB1123  USGS QUAD   -  NORIAS (1982)
 AB1123
 AB1123                         *CURRENT SURVEY CONTROL
 AB1123  ___________________________________________________________________
 AB1123* NAD 83(1986)-  26 46 41.     (N)    097 48 18.     (W)     SCALED    
 AB1123* NAVD 88     -         8.458  (meters)      27.75   (feet)  ADJUSTED  
 AB1123  ___________________________________________________________________
 AB1123  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AB1123  DYNAMIC HT  -           8.444 (meters)      27.70  (feet)  COMP
 AB1123  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 AB1123
 AB1123  VERT ORDER  -  SECOND    CLASS 0
 AB1123
 AB1123.The horizontal coordinates were scaled from a topographic map and have
 AB1123.an estimated accuracy of +/- 6 seconds.
 AB1123
 AB1123.The orthometric height was determined by differential leveling
 AB1123.and adjusted by the National Geodetic Survey in June 1991..
 AB1123
 AB1123.The geoid height was determined by GEOID03.
 AB1123
 AB1123.The dynamic height is computed by dividing the NAVD 88
 AB1123.geopotential number by the normal gravity value computed on the
 AB1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1123.degrees latitude (g = 980.6199 gals.).
 AB1123
 AB1123.The modeled gravity was interpolated from observed gravity values.
 AB1123
 AB1123;                    North         East    Units  Estimated Accuracy
 AB1123;SPC TX S     - 5,123,320.      369,110.      MT  (+/- 180 meters Scaled)
 AB1123
 AB1123                          SUPERSEDED SURVEY CONTROL
 AB1123
 AB1123  NGVD 29 (??/??/92)    8.544  (m)           28.03   (f) ADJ UNCH    2 0
 AB1123
 AB1123.Superseded values are not recommended for survey control.
 AB1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1123.See file dsdata.txt to determine how the superseded data were derived.
 AB1123
 AB1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ187624(NAD 83)
 AB1123_MARKER: DB = BENCH MARK DISK
 AB1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1123_STAMPING: K 619 1942
 AB1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1123+STABILITY: SURFACE MOTION
 AB1123
 AB1123  HISTORY     - Date     Condition        Report By
 AB1123  HISTORY     - 1942     MONUMENTED       CGS
 AB1123
 AB1123                          STATION DESCRIPTION
 AB1123
 AB1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1123'2.0 MI W FROM NORRIAS.
 AB1123'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT NORRIAS--
 AB1123'PROCEED 2.0 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1123'MARK.  BENCH MARK IS AT THE NORTH EDGE OF A SMALL KNOLL IN KING RANCH
 AB1123'PASTURE, 14.0 FEET EAST OF A MESQUITE TREE, 14.0 FEET SOUTH OF AND
 AB1123'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD AND 3.0 FEET WEST OF A
 AB1123'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0816 ***********************************************************************
 AJ0816  DESIGNATION -  K 62
 AJ0816  PID         -  AJ0816
 AJ0816  STATE/COUNTY-  TX/ZAPATA
 AJ0816  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ0816
 AJ0816                         *CURRENT SURVEY CONTROL
 AJ0816  ___________________________________________________________________
 AJ0816* NAD 83(1986)-  27 09 31.     (N)    099 25 42.     (W)     SCALED    
 AJ0816* NAVD 88     -       107.103  (meters)     351.39   (feet)  ADJUSTED  
 AJ0816  ___________________________________________________________________
 AJ0816  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 AJ0816  DYNAMIC HT  -         106.931 (meters)     350.82  (feet)  COMP
 AJ0816  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 AJ0816
 AJ0816  VERT ORDER  -  FIRST     CLASS II
 AJ0816
 AJ0816.The horizontal coordinates were scaled from a topographic map and have
 AJ0816.an estimated accuracy of +/- 6 seconds.
 AJ0816
 AJ0816.The orthometric height was determined by differential leveling
 AJ0816.and adjusted by the National Geodetic Survey in June 1991..
 AJ0816
 AJ0816.The geoid height was determined by GEOID03.
 AJ0816
 AJ0816.The dynamic height is computed by dividing the NAVD 88
 AJ0816.geopotential number by the normal gravity value computed on the
 AJ0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0816.degrees latitude (g = 980.6199 gals.).
 AJ0816
 AJ0816.The modeled gravity was interpolated from observed gravity values.
 AJ0816
 AJ0816;                    North         East    Units  Estimated Accuracy
 AJ0816;SPC TX S     - 5,165,630.      208,000.      MT  (+/- 180 meters Scaled)
 AJ0816
 AJ0816                          SUPERSEDED SURVEY CONTROL
 AJ0816
 AJ0816  NGVD 29 (??/??/92)  107.156  (m)          351.56   (f) ADJ UNCH    1 2
 AJ0816
 AJ0816.Superseded values are not recommended for survey control.
 AJ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0816.See file dsdata.txt to determine how the superseded data were derived.
 AJ0816
 AJ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR575040(NAD 83)
 AJ0816_MARKER: DB = BENCH MARK DISK
 AJ0816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ0816_SP_SET: BUILDING
 AJ0816_STAMPING: K 62 1918 ELEV 351.561 FT
 AJ0816_MARK LOGO: CGS   
 AJ0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ0816
 AJ0816  HISTORY     - Date     Condition        Report By
 AJ0816  HISTORY     - 1918     MONUMENTED       CGS
 AJ0816  HISTORY     - 1957     GOOD             NGS
 AJ0816  HISTORY     - 1981     GOOD             NGS
 AJ0816  HISTORY     - 1988     GOOD             USPSQD
 AJ0816
 AJ0816                          STATION DESCRIPTION
 AJ0816
 AJ0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0816'8.5 MI N FROM SAN YGNACIO.
 AJ0816'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 83 (BUSINESS ROUTE) FROM THE
 AJ0816'CATHOLIC CHURCH AT SAN YGNACIO, THENCE 7.8 MILES NORTH ALONG U.S.
 AJ0816'HIGHWAY 83, THENCE 0.3 MILE WEST ALONG A PRIVATE ROAD LEADING TO THE
 AJ0816'LA PERLA RANCH, 1.7 FEET WEST OF THE NORTHEAST CORNER OF A 2 STORY
 AJ0816'BRICK BUILDING, 2.0 FEET ABOVE THE GROUND, SET VERTICALLY IN THE NORTH
 AJ0816'WALL OF THE BUILDING.
 AJ0816
 AJ0816                          STATION RECOVERY (1981)
 AJ0816
 AJ0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0816'RECOVERED THIS DATE.  NOTE, 13.4 KM (8.35 MI) NORTH ALONG U.S.
 AJ0816'HIGHWAY 83 FROM THE JUNCTION OF FARM ROAD 1369 IN SAN YGNACIO, THENCE
 AJ0816'WEST ALONG A GRAVEL ROAD FOR 0.56 KM (0.35 MI) TO THE LAPERLA FARM.
 AJ0816
 AJ0816                          STATION RECOVERY (1988)
 AJ0816
 AJ0816'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AJ0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0395 ***********************************************************************
 AB0395  DESIGNATION -  K 620 TXGS
 AB0395  PID         -  AB0395
 AB0395  STATE/COUNTY-  TX/WILLACY
 AB0395  USGS QUAD   -  RAYMONDVILLE (1982)
 AB0395
 AB0395                         *CURRENT SURVEY CONTROL
 AB0395  ___________________________________________________________________
 AB0395* NAD 83(1986)-  26 26 42.     (N)    097 47 16.     (W)     SCALED    
 AB0395* NAVD 88     -        10.530  (meters)      34.55   (feet)  ADJUSTED  
 AB0395  ___________________________________________________________________
 AB0395  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AB0395  DYNAMIC HT  -          10.513 (meters)      34.49  (feet)  COMP
 AB0395  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 AB0395
 AB0395  VERT ORDER  -  FIRST     CLASS II
 AB0395
 AB0395.The horizontal coordinates were scaled from a topographic map and have
 AB0395.an estimated accuracy of +/- 6 seconds.
 AB0395
 AB0395.The orthometric height was determined by differential leveling
 AB0395.and adjusted by the National Geodetic Survey in June 1991..
 AB0395
 AB0395.The geoid height was determined by GEOID03.
 AB0395
 AB0395.The dynamic height is computed by dividing the NAVD 88
 AB0395.geopotential number by the normal gravity value computed on the
 AB0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0395.degrees latitude (g = 980.6199 gals.).
 AB0395
 AB0395.The modeled gravity was interpolated from observed gravity values.
 AB0395
 AB0395;                    North         East    Units  Estimated Accuracy
 AB0395;SPC TX S     - 5,086,430.      371,030.      MT  (+/- 180 meters Scaled)
 AB0395
 AB0395                          SUPERSEDED SURVEY CONTROL
 AB0395
 AB0395  NGVD 29 (??/??/92)   10.615  (m)           34.83   (f) ADJ UNCH    1 2
 AB0395
 AB0395.Superseded values are not recommended for survey control.
 AB0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0395.See file dsdata.txt to determine how the superseded data were derived.
 AB0395
 AB0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ208255(NAD 83)
 AB0395_MARKER: DB = BENCH MARK DISK
 AB0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0395_STAMPING: K 620 1942
 AB0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0395+STABILITY: SURFACE MOTION
 AB0395
 AB0395  HISTORY     - Date     Condition        Report By
 AB0395  HISTORY     - 1942     MONUMENTED       CGS
 AB0395  HISTORY     - 1951     GOOD             NGS
 AB0395  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0395
 AB0395                          STATION DESCRIPTION
 AB0395
 AB0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0395'2.45 MI N FROM LYFORD.
 AB0395'2.45 MILES NORTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0395'FROM THE STATION AT LYFORD, 4 POLES SOUTH OF MILEPOST 44, 123 FEET
 AB0395'SOUTHWEST OF AND ACROSS U.S. HIGHWAY 77 FROM POWER POLE 335, 42 FEET
 AB0395'EAST OF THE EAST RAIL.  48 FEET WEST OF THE CENTER LINE OF THE
 AB0395'HIGHWAY, 24 FEET SOUTH OF A TELEGRAPH POLE, 1 FOOT NORTH OF A WITNESS
 AB0395'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AB0395'THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AB0395
 AB0395                          STATION RECOVERY (1981)
 AB0395
 AB0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0395'SEARCHED FOR, NOT RECOVERED, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0363 ***********************************************************************
 AJ0363  DESIGNATION -  K 621
 AJ0363  PID         -  AJ0363
 AJ0363  STATE/COUNTY-  TX/DUVAL
 AJ0363  USGS QUAD   -  LAGUNA DEL TORO (1969)
 AJ0363
 AJ0363                         *CURRENT SURVEY CONTROL
 AJ0363  ___________________________________________________________________
 AJ0363* NAD 83(1986)-  27 16 45.     (N)    098 17 52.     (W)     SCALED    
 AJ0363* NAVD 88     -        75.403  (meters)     247.38   (feet)  ADJUSTED  
 AJ0363  ___________________________________________________________________
 AJ0363  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AJ0363  DYNAMIC HT  -          75.284 (meters)     246.99  (feet)  COMP
 AJ0363  MODELED GRAV-     979,064.0   (mgal)                       NAVD 88
 AJ0363
 AJ0363  VERT ORDER  -  SECOND    CLASS 0
 AJ0363
 AJ0363.The horizontal coordinates were scaled from a topographic map and have
 AJ0363.an estimated accuracy of +/- 6 seconds.
 AJ0363
 AJ0363.The orthometric height was determined by differential leveling
 AJ0363.and adjusted by the National Geodetic Survey in June 1991..
 AJ0363
 AJ0363.The geoid height was determined by GEOID03.
 AJ0363
 AJ0363.The dynamic height is computed by dividing the NAVD 88
 AJ0363.geopotential number by the normal gravity value computed on the
 AJ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0363.degrees latitude (g = 980.6199 gals.).
 AJ0363
 AJ0363.The modeled gravity was interpolated from observed gravity values.
 AJ0363
 AJ0363;                    North         East    Units  Estimated Accuracy
 AJ0363;SPC TX S     - 5,178,670.      320,020.      MT  (+/- 180 meters Scaled)
 AJ0363
 AJ0363                          SUPERSEDED SURVEY CONTROL
 AJ0363
 AJ0363  NGVD 29 (??/??/92)   75.49   (m)          247.7    (f) COMPUTED    2 0
 AJ0363
 AJ0363.Superseded values are not recommended for survey control.
 AJ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0363.See file dsdata.txt to determine how the superseded data were derived.
 AJ0363
 AJ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR694175(NAD 83)
 AJ0363_MARKER: DB = BENCH MARK DISK
 AJ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0363_STAMPING: K 621 1942
 AJ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0363+STABILITY: SURFACE MOTION
 AJ0363
 AJ0363  HISTORY     - Date     Condition        Report By
 AJ0363  HISTORY     - 1942     MONUMENTED       CGS
 AJ0363  HISTORY     - 1968     GOOD             USGS
 AJ0363
 AJ0363                          STATION DESCRIPTION
 AJ0363
 AJ0363'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0363'10 MI NW FROM FALFURRIAS.
 AJ0363'FROM FALFURRIAS, BROOKS COUNTY, WEST ALONG STATE HIGHWAY 285 FROM ITS
 AJ0363'INTERSECTION WITH U.S. HIGHWAY 281 A DISTANCE OF 8.8 MILES, THENCE
 AJ0363'NORTH ON FARM ROAD 1329 A DISTANCE OF 1.1 MILES TO A DIRT CROSSROAD,
 AJ0363'THENCE WEST ON DIRT ROAD A DISTANCE OF 1.7 MILES, 26 FEET SOUTH OF
 AJ0363'CENTER LINE OF DIRT ROAD, 1 FEET SOUTH OF RIGHT-OF-WAY FENCE, 87 FEET
 AJ0363'EAST OF A GATE IN THE SOUTH RIGHT-OF-WAY FENCE, AND 121 FEET WEST OF A
 AJ0363'DIRT LANE TO THE NORTH.  A STANDARD DISK, STAMPED K 621 1942 AND SET
 AJ0363'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0382 ***********************************************************************
 AJ0382  DESIGNATION -  K 622
 AJ0382  PID         -  AJ0382
 AJ0382  STATE/COUNTY-  TX/DUVAL
 AJ0382  USGS QUAD   -  RAMIREZ (1969)
 AJ0382
 AJ0382                         *CURRENT SURVEY CONTROL
 AJ0382  ___________________________________________________________________
 AJ0382* NAD 83(1986)-  27 18 30.     (N)    098 24 22.     (W)     SCALED    
 AJ0382* NAVD 88     -       101.718  (meters)     333.72   (feet)  ADJUSTED  
 AJ0382  ___________________________________________________________________
 AJ0382  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AJ0382  DYNAMIC HT  -         101.556 (meters)     333.19  (feet)  COMP
 AJ0382  MODELED GRAV-     979,061.9   (mgal)                       NAVD 88
 AJ0382
 AJ0382  VERT ORDER  -  SECOND    CLASS 0
 AJ0382
 AJ0382.The horizontal coordinates were scaled from a topographic map and have
 AJ0382.an estimated accuracy of +/- 6 seconds.
 AJ0382
 AJ0382.The orthometric height was determined by differential leveling
 AJ0382.and adjusted by the National Geodetic Survey in June 1991..
 AJ0382
 AJ0382.The geoid height was determined by GEOID03.
 AJ0382
 AJ0382.The dynamic height is computed by dividing the NAVD 88
 AJ0382.geopotential number by the normal gravity value computed on the
 AJ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0382.degrees latitude (g = 980.6199 gals.).
 AJ0382
 AJ0382.The modeled gravity was interpolated from observed gravity values.
 AJ0382
 AJ0382;                    North         East    Units  Estimated Accuracy
 AJ0382;SPC TX S     - 5,181,890.      309,290.      MT  (+/- 180 meters Scaled)
 AJ0382
 AJ0382                          SUPERSEDED SURVEY CONTROL
 AJ0382
 AJ0382  NGVD 29 (??/??/92)  101.82   (m)          334.1    (f) COMPUTED    2 0
 AJ0382
 AJ0382.Superseded values are not recommended for survey control.
 AJ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0382.See file dsdata.txt to determine how the superseded data were derived.
 AJ0382
 AJ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR587207(NAD 83)
 AJ0382_MARKER: DB = BENCH MARK DISK
 AJ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0382_STAMPING: K 622 1942
 AJ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0382+STABILITY: SURFACE MOTION
 AJ0382
 AJ0382  HISTORY     - Date     Condition        Report By
 AJ0382  HISTORY     - 1942     MONUMENTED       CGS
 AJ0382  HISTORY     - 1969     GOOD             USGS
 AJ0382
 AJ0382                          STATION DESCRIPTION
 AJ0382
 AJ0382'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AJ0382'2.6 MI S FROM RAMIREZ.
 AJ0382'FROM THE SCHOOL HOUSE AT RAMIREZ, SOUTH ALONG A DIRT ROAD, A DISTANCE
 AJ0382'OF 0.4 MILE TO A T INTERSECTION.  TURN LEFT, (EAST) CONTINUE ALONG
 AJ0382'DIRT ROAD A DISTANCE OF 0.35 MILE TO A RIGHT ANGLE TURN LEADING SOUTH,
 AJ0382'CONTINUE ON MAIN ROAD A DISTANCE OF 2.2 MILES TO THE MARK, 24 FEET
 AJ0382'SOUTH OF A DIRT LANE HEADING EAST, 21 FEET EAST OF CENTER LINE OF MAIN
 AJ0382'ROAD, 2.2 FEET WEST OF A FENCE CORNER, 200 FEET NORTH OF TRANSMISSION
 AJ0382'LINE CROSSING A STANDARD DISK, STAMPED K 622 1942 AND SET IN A
 AJ0382'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0344 ***********************************************************************
 AJ0344  DESIGNATION -  K 623
 AJ0344  PID         -  AJ0344
 AJ0344  STATE/COUNTY-  TX/DUVAL
 AJ0344  USGS QUAD   -  CONCEPCION (1968)
 AJ0344
 AJ0344                         *CURRENT SURVEY CONTROL
 AJ0344  ___________________________________________________________________
 AJ0344* NAD 83(1986)-  27 23 43.     (N)    098 20 52.     (W)     SCALED    
 AJ0344* NAVD 88     -        88.602  (meters)     290.69   (feet)  ADJUSTED  
 AJ0344  ___________________________________________________________________
 AJ0344  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AJ0344  DYNAMIC HT  -          88.462 (meters)     290.23  (feet)  COMP
 AJ0344  MODELED GRAV-     979,069.7   (mgal)                       NAVD 88
 AJ0344
 AJ0344  VERT ORDER  -  SECOND    CLASS 0
 AJ0344
 AJ0344.The horizontal coordinates were scaled from a topographic map and have
 AJ0344.an estimated accuracy of +/- 6 seconds.
 AJ0344
 AJ0344.The orthometric height was determined by differential leveling
 AJ0344.and adjusted by the National Geodetic Survey in June 1991..
 AJ0344
 AJ0344.The geoid height was determined by GEOID03.
 AJ0344
 AJ0344.The dynamic height is computed by dividing the NAVD 88
 AJ0344.geopotential number by the normal gravity value computed on the
 AJ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0344.degrees latitude (g = 980.6199 gals.).
 AJ0344
 AJ0344.The modeled gravity was interpolated from observed gravity values.
 AJ0344
 AJ0344;                    North         East    Units  Estimated Accuracy
 AJ0344;SPC TX S     - 5,191,530.      315,050.      MT  (+/- 180 meters Scaled)
 AJ0344
 AJ0344                          SUPERSEDED SURVEY CONTROL
 AJ0344
 AJ0344  NGVD 29 (??/??/92)   88.695  (m)          290.99   (f) ADJ UNCH    2 0
 AJ0344
 AJ0344.Superseded values are not recommended for survey control.
 AJ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0344.See file dsdata.txt to determine how the superseded data were derived.
 AJ0344
 AJ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR644303(NAD 83)
 AJ0344_MARKER: DB = BENCH MARK DISK
 AJ0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0344_STAMPING: K 623 1942
 AJ0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0344+STABILITY: SURFACE MOTION
 AJ0344
 AJ0344  HISTORY     - Date     Condition        Report By
 AJ0344  HISTORY     - 1942     MONUMENTED       CGS
 AJ0344  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0344
 AJ0344                          STATION DESCRIPTION
 AJ0344
 AJ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0344'0.9 MI E FROM CONCEPCION.
 AJ0344'TO REACH FROM THE POST OFFICE AT CONCEPCION-- PROCEED 0.9 MILES
 AJ0344'EASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AJ0344'IS ABOUT 0.1 MILE EAST OF INTERSECTION OF ROAD LEADING SOUTHERLY. 24.0
 AJ0344'FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET WEST OF A 4X4-INCH
 AJ0344'WOODEN MARKER POST AND 1.0 FOOT NORTH OF FENCE.  THE MONUMENT PROJECTS
 AJ0344'0.4 FOOT.
 AJ0344
 AJ0344                          STATION RECOVERY (1968)
 AJ0344
 AJ0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0424 ***********************************************************************
 AJ0424  DESIGNATION -  K 625
 AJ0424  PID         -  AJ0424
 AJ0424  STATE/COUNTY-  TX/BROOKS
 AJ0424  USGS QUAD   -  PALOMAS RANCH (1968)
 AJ0424
 AJ0424                         *CURRENT SURVEY CONTROL
 AJ0424  ___________________________________________________________________
 AJ0424* NAD 83(1986)-  27 10 30.     (N)    098 22 26.     (W)     SCALED    
 AJ0424* NAVD 88     -        83.099  (meters)     272.63   (feet)  ADJUSTED  
 AJ0424  ___________________________________________________________________
 AJ0424  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AJ0424  DYNAMIC HT  -          82.967 (meters)     272.20  (feet)  COMP
 AJ0424  MODELED GRAV-     979,053.7   (mgal)                       NAVD 88
 AJ0424
 AJ0424  VERT ORDER  -  SECOND    CLASS 0
 AJ0424
 AJ0424.The horizontal coordinates were scaled from a topographic map and have
 AJ0424.an estimated accuracy of +/- 6 seconds.
 AJ0424
 AJ0424.The orthometric height was determined by differential leveling
 AJ0424.and adjusted by the National Geodetic Survey in June 1991..
 AJ0424
 AJ0424.The geoid height was determined by GEOID03.
 AJ0424
 AJ0424.The dynamic height is computed by dividing the NAVD 88
 AJ0424.geopotential number by the normal gravity value computed on the
 AJ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0424.degrees latitude (g = 980.6199 gals.).
 AJ0424
 AJ0424.The modeled gravity was interpolated from observed gravity values.
 AJ0424
 AJ0424;                    North         East    Units  Estimated Accuracy
 AJ0424;SPC TX S     - 5,167,120.      312,500.      MT  (+/- 180 meters Scaled)
 AJ0424
 AJ0424                          SUPERSEDED SURVEY CONTROL
 AJ0424
 AJ0424  NGVD 29 (??/??/92)   83.174  (m)          272.88   (f) ADJ UNCH    2 0
 AJ0424
 AJ0424.Superseded values are not recommended for survey control.
 AJ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0424.See file dsdata.txt to determine how the superseded data were derived.
 AJ0424
 AJ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR620059(NAD 83)
 AJ0424_MARKER: DB = BENCH MARK DISK
 AJ0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0424_STAMPING: K 625 1942
 AJ0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0424+STABILITY: SURFACE MOTION
 AJ0424
 AJ0424  HISTORY     - Date     Condition        Report By
 AJ0424  HISTORY     - 1942     MONUMENTED       CGS
 AJ0424
 AJ0424                          STATION DESCRIPTION
 AJ0424
 AJ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0424'18.2 MI SW FROM FALFURRIAS.
 AJ0424'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 0.4 MILE
 AJ0424'SOUTH ALONG STATE HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AJ0424'WEST.  THENCE, GO 2.6 MILES SOUTHWESTERLY ALONG ROAD TO INTERSECTION
 AJ0424'OF EAST-WEST ROAD.  THENCE, GO 15.2 MILES WESTERLY ALONG THE ROAD TO
 AJ0424'THE SITE OF THE BENCH MARK.  BENCH MARK IS AT THE INTERSECTION OF
 AJ0424'NORTH-SOUTH ROAD, ABOUT 70.0 FEET SOUTH OF A WINDMILL AND 30.0 FEET
 AJ0424'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD LEADING
 AJ0424'SOUTH.  IT IS 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0
 AJ0424'FOOT EAST OF FENCE.  THE MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0514 ***********************************************************************
 AJ0514  DESIGNATION -  K 626
 AJ0514  PID         -  AJ0514
 AJ0514  STATE/COUNTY-  TX/JIM HOGG
 AJ0514  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0514
 AJ0514                         *CURRENT SURVEY CONTROL
 AJ0514  ___________________________________________________________________
 AJ0514* NAD 83(1986)-  27 11 22.     (N)    098 35 22.     (W)     SCALED    
 AJ0514* NAVD 88     -       137.453  (meters)     450.96   (feet)  ADJUSTED  
 AJ0514  ___________________________________________________________________
 AJ0514  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AJ0514  DYNAMIC HT  -         137.234 (meters)     450.24  (feet)  COMP
 AJ0514  MODELED GRAV-     979,046.1   (mgal)                       NAVD 88
 AJ0514
 AJ0514  VERT ORDER  -  SECOND    CLASS 0
 AJ0514
 AJ0514.The horizontal coordinates were scaled from a topographic map and have
 AJ0514.an estimated accuracy of +/- 6 seconds.
 AJ0514
 AJ0514.The orthometric height was determined by differential leveling
 AJ0514.and adjusted by the National Geodetic Survey in June 1991..
 AJ0514
 AJ0514.The geoid height was determined by GEOID03.
 AJ0514
 AJ0514.The dynamic height is computed by dividing the NAVD 88
 AJ0514.geopotential number by the normal gravity value computed on the
 AJ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0514.degrees latitude (g = 980.6199 gals.).
 AJ0514
 AJ0514.The modeled gravity was interpolated from observed gravity values.
 AJ0514
 AJ0514;                    North         East    Units  Estimated Accuracy
 AJ0514;SPC TX S     - 5,168,710.      291,140.      MT  (+/- 180 meters Scaled)
 AJ0514
 AJ0514                          SUPERSEDED SURVEY CONTROL
 AJ0514
 AJ0514  NGVD 29 (??/??/92)  137.497  (m)          451.10   (f) ADJ UNCH    2 0
 AJ0514
 AJ0514.Superseded values are not recommended for survey control.
 AJ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0514.See file dsdata.txt to determine how the superseded data were derived.
 AJ0514
 AJ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR406074(NAD 83)
 AJ0514_MARKER: DB = BENCH MARK DISK
 AJ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0514_STAMPING: K 626 1942
 AJ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0514+STABILITY: SURFACE MOTION
 AJ0514
 AJ0514  HISTORY     - Date     Condition        Report By
 AJ0514  HISTORY     - 1942     MONUMENTED       CGS
 AJ0514  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0514
 AJ0514                          STATION DESCRIPTION
 AJ0514
 AJ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0514'11.7 MI SE FROM HEBBRONVILLE.
 AJ0514'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0514'PROCEED 9.2 MILES SOUTHEASTERLY ALONG ROAD TOWARDS ALTA VISTA TO
 AJ0514'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 2.5 MILES EASTERLY
 AJ0514'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 18.0 FEET
 AJ0514'WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD AND 2.0
 AJ0514'FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 AJ0514'0.5 FOOT.
 AJ0514
 AJ0514                          STATION RECOVERY (1972)
 AJ0514
 AJ0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0399 ***********************************************************************
 AJ0399  DESIGNATION -  K 627
 AJ0399  PID         -  AJ0399
 AJ0399  STATE/COUNTY-  TX/BROOKS
 AJ0399  USGS QUAD   -  PALOMAS RANCH NW (1968)
 AJ0399
 AJ0399                         *CURRENT SURVEY CONTROL
 AJ0399  ___________________________________________________________________
 AJ0399* NAD 83(1986)-  27 11 04.     (N)    098 24 29.     (W)     SCALED    
 AJ0399* NAVD 88     -        98.455  (meters)     323.01   (feet)  ADJUSTED  
 AJ0399  ___________________________________________________________________
 AJ0399  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AJ0399  DYNAMIC HT  -          98.298 (meters)     322.50  (feet)  COMP
 AJ0399  MODELED GRAV-     979,052.9   (mgal)                       NAVD 88
 AJ0399
 AJ0399  VERT ORDER  -  SECOND    CLASS 0
 AJ0399
 AJ0399.The horizontal coordinates were scaled from a topographic map and have
 AJ0399.an estimated accuracy of +/- 6 seconds.
 AJ0399
 AJ0399.The orthometric height was determined by differential leveling
 AJ0399.and adjusted by the National Geodetic Survey in June 1991..
 AJ0399
 AJ0399.The geoid height was determined by GEOID03.
 AJ0399
 AJ0399.The dynamic height is computed by dividing the NAVD 88
 AJ0399.geopotential number by the normal gravity value computed on the
 AJ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0399.degrees latitude (g = 980.6199 gals.).
 AJ0399
 AJ0399.The modeled gravity was interpolated from observed gravity values.
 AJ0399
 AJ0399;                    North         East    Units  Estimated Accuracy
 AJ0399;SPC TX S     - 5,168,160.      309,110.      MT  (+/- 180 meters Scaled)
 AJ0399
 AJ0399                          SUPERSEDED SURVEY CONTROL
 AJ0399
 AJ0399  NGVD 29 (??/??/92)   98.534  (m)          323.27   (f) ADJ UNCH    2 0
 AJ0399
 AJ0399.Superseded values are not recommended for survey control.
 AJ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0399.See file dsdata.txt to determine how the superseded data were derived.
 AJ0399
 AJ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR586070(NAD 83)
 AJ0399_MARKER: DB = BENCH MARK DISK
 AJ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0399_STAMPING: K 627
 AJ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0399+STABILITY: SURFACE MOTION
 AJ0399
 AJ0399  HISTORY     - Date     Condition        Report By
 AJ0399  HISTORY     - UNK      MONUMENTED       CGS
 AJ0399  HISTORY     - 1969     GOOD             USGS
 AJ0399
 AJ0399                          STATION DESCRIPTION
 AJ0399
 AJ0399'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AJ0399'15.6 MI W FROM FALFURRIAS.
 AJ0399'15.6 MILES WEST ALONG STATE HIGHWAY 285 FROM THE COUNTY COURT HOUSE AT
 AJ0399'FALFURRIAS, BROOKS COUNTY, THENCE 6.0 MILES SOUTH ALONG A ROAD. 0.7
 AJ0399'MILE NORTH OF THE CROSSING OF BALUNRTE CREEK, 15 FEET WEST OF THE
 AJ0399'CENTER LINE OF THE ROAD AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AJ0399'STAMPED K 627 AND SET IN TOP OF A CONCRETE PROJECTING 0.6 FOOT ABOVE
 AJ0399'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0124 ***********************************************************************
 AE0124  DESIGNATION -  K 628
 AE0124  PID         -  AE0124
 AE0124  STATE/COUNTY-  TX/BROOKS
 AE0124  USGS QUAD   -  TACUBAYA (1993)
 AE0124
 AE0124                         *CURRENT SURVEY CONTROL
 AE0124  ___________________________________________________________________
 AE0124* NAD 83(1986)-  26 55 32.     (N)    098 19 05.     (W)     SCALED    
 AE0124* NAVD 88     -        81.733  (meters)     268.15   (feet)  ADJUSTED  
 AE0124  ___________________________________________________________________
 AE0124  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AE0124  DYNAMIC HT  -          81.600 (meters)     267.72  (feet)  COMP
 AE0124  MODELED GRAV-     979,031.5   (mgal)                       NAVD 88
 AE0124
 AE0124  VERT ORDER  -  SECOND    CLASS 0
 AE0124
 AE0124.The horizontal coordinates were scaled from a topographic map and have
 AE0124.an estimated accuracy of +/- 6 seconds.
 AE0124
 AE0124.The orthometric height was determined by differential leveling
 AE0124.and adjusted by the National Geodetic Survey in June 1991..
 AE0124
 AE0124.The geoid height was determined by GEOID03.
 AE0124
 AE0124.The dynamic height is computed by dividing the NAVD 88
 AE0124.geopotential number by the normal gravity value computed on the
 AE0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0124.degrees latitude (g = 980.6199 gals.).
 AE0124
 AE0124.The modeled gravity was interpolated from observed gravity values.
 AE0124
 AE0124;                    North         East    Units  Estimated Accuracy
 AE0124;SPC TX S     - 5,139,490.      318,070.      MT  (+/- 180 meters Scaled)
 AE0124
 AE0124                          SUPERSEDED SURVEY CONTROL
 AE0124
 AE0124  NGVD 29 (??/??/92)   81.794  (m)          268.35   (f) ADJ UNCH    2 0
 AE0124
 AE0124.Superseded values are not recommended for survey control.
 AE0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0124.See file dsdata.txt to determine how the superseded data were derived.
 AE0124
 AE0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ677783(NAD 83)
 AE0124_MARKER: DB = BENCH MARK DISK
 AE0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0124_STAMPING: K 628 1942
 AE0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0124+STABILITY: SURFACE MOTION
 AE0124
 AE0124  HISTORY     - Date     Condition        Report By
 AE0124  HISTORY     - 1942     MONUMENTED       CGS
 AE0124
 AE0124                          STATION DESCRIPTION
 AE0124
 AE0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0124'13.0 MI W FROM RACHAL.
 AE0124'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0124'PROCEED 12.1 MILES WESTERLY ALONG TRACK ROAD TO INTERSECTION OF ROAD
 AE0124'LEADING NORTH.  THENCE, GO 0.9 MILE NORTH ALONG ROAD TO THE SITE OF
 AE0124'THE BENCH MARK.  BENCH MARK IS ABOUT 92.0 FEET NORTHWEST OF THE
 AE0124'NORTHWEST CORNER OF PASOTEX PIPE LINE CO.S PUMPING STATION HOUSE, 61.0
 AE0124'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 AE0124'ROAD.  IT IS 17.0 FEET EAST OF THE CENTERLINE OF A CATTLE GUARD, 3.0
 AE0124'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF
 AE0124'FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0105 ***********************************************************************
 AE0105  DESIGNATION -  K 629 1942
 AE0105  PID         -  AE0105
 AE0105  STATE/COUNTY-  TX/BROOKS
 AE0105  USGS QUAD   -  SANTA ELENA SE (1993)
 AE0105
 AE0105                         *CURRENT SURVEY CONTROL
 AE0105  ___________________________________________________________________
 AE0105* NAD 83(1986)-  26 50 31.     (N)    098 19 55.     (W)     SCALED    
 AE0105* NAVD 88     -        69.351  (meters)     227.53   (feet)  ADJUSTED  
 AE0105  ___________________________________________________________________
 AE0105  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AE0105  DYNAMIC HT  -          69.239 (meters)     227.16  (feet)  COMP
 AE0105  MODELED GRAV-     979,028.9   (mgal)                       NAVD 88
 AE0105
 AE0105  VERT ORDER  -  SECOND    CLASS 0
 AE0105
 AE0105.The horizontal coordinates were scaled from a topographic map and have
 AE0105.an estimated accuracy of +/- 6 seconds.
 AE0105
 AE0105.The orthometric height was determined by differential leveling
 AE0105.and adjusted by the National Geodetic Survey in June 1991..
 AE0105
 AE0105.The geoid height was determined by GEOID03.
 AE0105
 AE0105.The dynamic height is computed by dividing the NAVD 88
 AE0105.geopotential number by the normal gravity value computed on the
 AE0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0105.degrees latitude (g = 980.6199 gals.).
 AE0105
 AE0105.The modeled gravity was interpolated from observed gravity values.
 AE0105
 AE0105;                    North         East    Units  Estimated Accuracy
 AE0105;SPC TX S     - 5,130,220.      316,700.      MT  (+/- 180 meters Scaled)
 AE0105
 AE0105                          SUPERSEDED SURVEY CONTROL
 AE0105
 AE0105  NGVD 29 (??/??/92)   69.419  (m)          227.75   (f) ADJ UNCH    2 0
 AE0105
 AE0105.Superseded values are not recommended for survey control.
 AE0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0105.See file dsdata.txt to determine how the superseded data were derived.
 AE0105
 AE0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ663691(NAD 83)
 AE0105_MARKER: DB = BENCH MARK DISK
 AE0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0105_STAMPING: K 629 1942
 AE0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0105+STABILITY: SURFACE MOTION
 AE0105
 AE0105  HISTORY     - Date     Condition        Report By
 AE0105  HISTORY     - 1942     MONUMENTED       CGS
 AE0105  HISTORY     - 1963     GOOD             NGS
 AE0105  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0105
 AE0105                          STATION DESCRIPTION
 AE0105
 AE0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AE0105'12.8 MI NE FROM SANTA ELENA.
 AE0105'IN BROOKS COUNTY, 2.5 MILES NORTH ALONG THE ALTAVISTA ROAD FROM THE
 AE0105'OLD POST OFFICE AT SANTA ELENA, STARR COUNTY, THENCE 10.3 MILES EAST
 AE0105'ALONG A ROAD.  93 FEET EAST OF A GALVANIZED IRON PIPE CULVERT, 26 FEET
 AE0105'SOUTH OF THE CENTERLINE OF THE ROAD, 18 FEET NORTH OF A LARGE MESQUITE
 AE0105'TREE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 AE0105'ROAD.  A STANDARD DISK, STAMPED K 629 1942 AND SET IN THE TOP OF A
 AE0105'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- THE WOODEN
 AE0105'WITNESS POST WAS FOUND TO BE COVERED WITH DIRT AND PIECES OF BROKEN
 AE0105'CONCRETE WERE FOUND AT THE BENCH MARK SITE.
 AE0105
 AE0105                          STATION RECOVERY (1972)
 AE0105
 AE0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0058 ***********************************************************************
 AE0058  DESIGNATION -  K 630
 AE0058  PID         -  AE0058
 AE0058  STATE/COUNTY-  TX/HIDALGO
 AE0058  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0058
 AE0058                         *CURRENT SURVEY CONTROL
 AE0058  ___________________________________________________________________
 AE0058* NAD 83(1986)-  26 37 13.     (N)    098 18 30.     (W)     SCALED    
 AE0058* NAVD 88     -        55.358  (meters)     181.62   (feet)  ADJUSTED  
 AE0058  ___________________________________________________________________
 AE0058  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 AE0058  DYNAMIC HT  -          55.268 (meters)     181.33  (feet)  COMP
 AE0058  MODELED GRAV-     979,024.8   (mgal)                       NAVD 88
 AE0058
 AE0058  VERT ORDER  -  SECOND    CLASS 0
 AE0058
 AE0058.The horizontal coordinates were scaled from a topographic map and have
 AE0058.an estimated accuracy of +/- 6 seconds.
 AE0058
 AE0058.The orthometric height was determined by differential leveling
 AE0058.and adjusted by the National Geodetic Survey in June 1991..
 AE0058
 AE0058.The geoid height was determined by GEOID03.
 AE0058
 AE0058.The dynamic height is computed by dividing the NAVD 88
 AE0058.geopotential number by the normal gravity value computed on the
 AE0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0058.degrees latitude (g = 980.6199 gals.).
 AE0058
 AE0058.The modeled gravity was interpolated from observed gravity values.
 AE0058
 AE0058;                    North         East    Units  Estimated Accuracy
 AE0058;SPC TX S     - 5,105,670.      319,090.      MT  (+/- 180 meters Scaled)
 AE0058
 AE0058                          SUPERSEDED SURVEY CONTROL
 AE0058
 AE0058  NGVD 29 (??/??/92)   55.451  (m)          181.93   (f) ADJ UNCH    2 0
 AE0058
 AE0058.Superseded values are not recommended for survey control.
 AE0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0058.See file dsdata.txt to determine how the superseded data were derived.
 AE0058
 AE0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ688445(NAD 83)
 AE0058_MARKER: DB = BENCH MARK DISK
 AE0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0058_STAMPING: K 630 1942
 AE0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0058+STABILITY: SURFACE MOTION
 AE0058
 AE0058  HISTORY     - Date     Condition        Report By
 AE0058  HISTORY     - 1942     MONUMENTED       CGS
 AE0058  HISTORY     - 1959     GOOD             NGS
 AE0058  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0058  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0058
 AE0058                          STATION DESCRIPTION
 AE0058
 AE0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AE0058'11.7 MI NW FROM LINN.
 AE0058'11.7 MILES NORTHWEST ALONG FARM-TO-MARKET ROAD 1017 FROM THE TEXAS AND
 AE0058'NEW ORLEANS RAILROAD STATION AT LINN, HIDALGO COUNTY, 1.5 MILES
 AE0058'SOUTHEAST OF SAM LANE SCHOOL, AT THE JUNCTION OF A ROAD LEADING SOUTH
 AE0058'TO MCALLEN RANCH, 30 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 24
 AE0058'FEET WEST OF THE CENTERLINE OF THE SIDE ROAD, 2 FEET WEST OF A FENCE,
 AE0058'3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE MAIN
 AE0058'ROAD.  A STANDARD DISK, STAMPED K 630 1942 AND SET IN THE TOP OF A
 AE0058'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.  NOTE-- MARK IS 430
 AE0058'FEET SOUTH OF THE CENTERLINE OF THE PAVEMENT ON THE WEST SIDE OF A
 AE0058'DIRT ROAD THAT HAS BEEN CLOSED, BUT IS STILL FENCED.
 AE0058
 AE0058                          STATION RECOVERY (1972)
 AE0058
 AE0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0058'MARK NOT FOUND.
 AE0058
 AE0058                          STATION RECOVERY (1992)
 AE0058
 AE0058'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4444 ***********************************************************************
 AW4444  DESIGNATION -  K 631
 AW4444  PID         -  AW4444
 AW4444  STATE/COUNTY-  TX/WHARTON
 AW4444  USGS QUAD   -  PLEDGER (1980)
 AW4444
 AW4444                         *CURRENT SURVEY CONTROL
 AW4444  ___________________________________________________________________
 AW4444* NAD 83(1986)-  29 08 44.     (N)    095 59 02.     (W)     SCALED    
 AW4444* NAVD 88     -        21.89   (+/-2cm)      71.8    (feet)  VERTCON   
 AW4444  ___________________________________________________________________
 AW4444  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AW4444
 AW4444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4444
 AW4444.The horizontal coordinates were scaled from a topographic map and have
 AW4444.an estimated accuracy of +/- 6 seconds.
 AW4444
 AW4444.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4444.The vertical order pertains to the NGVD 29 superseded value.
 AW4444
 AW4444.The geoid height was determined by GEOID03.
 AW4444
 AW4444;                    North         East    Units  Estimated Accuracy
 AW4444;SPC TXSC     - 4,149,210.      893,400.      MT  (+/- 180 meters Scaled)
 AW4444
 AW4444                          SUPERSEDED SURVEY CONTROL
 AW4444
 AW4444  NGVD 29 (??/??/92)   21.900  (m)           71.85   (f) ADJ UNCH    2 0
 AW4444
 AW4444.Superseded values are not recommended for survey control.
 AW4444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4444.See file dsdata.txt to determine how the superseded data were derived.
 AW4444
 AW4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN097277(NAD 83)
 AW4444_MARKER: DB = BENCH MARK DISK
 AW4444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4444_STAMPING: K 631 1942
 AW4444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4444+STABILITY: SURFACE MOTION
 AW4444
 AW4444  HISTORY     - Date     Condition        Report By
 AW4444  HISTORY     - 1942     MONUMENTED       CGS
 AW4444
 AW4444                          STATION DESCRIPTION
 AW4444
 AW4444'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4444'0.5 MI S FROM MAGNET.
 AW4444'TO REACH FROM THE SANTA FE RAILROAD STATION AT MAGNET-- PROCEED 0.5
 AW4444'MILE SOUTHERLY ALONG THE SANTA FE RAILROAD TO THE SITE OF THE BENCH
 AW4444'MARK.  BENCH MARK IS 47 FEET EAST OF THE CENTERLINE OF THE RAILROAD
 AW4444'TRACK, 28 FEET WEST OF CENTERLINE OF ROAD, 3 FEET EAST OF MILE POST
 AW4444'57, 3 FEET WEST OF RIGHT-OF-WAY FENCE, AND 2 FEET NORTH OF A 4X4-INCH
 AW4444'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.  A STANDARD DISK,
 AW4444'STAMPED K 631 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0908 ***********************************************************************
 AH0908  DESIGNATION -  K 632
 AH0908  PID         -  AH0908
 AH0908  STATE/COUNTY-  TX/NUECES
 AH0908  USGS QUAD   -  LAURELES RANCH (1975)
 AH0908
 AH0908                         *CURRENT SURVEY CONTROL
 AH0908  ___________________________________________________________________
 AH0908* NAD 83(1986)-  27 34 18.     (N)    097 30 09.     (W)     SCALED    
 AH0908* NAVD 88     -        10.420  (meters)      34.19   (feet)  ADJUSTED  
 AH0908  ___________________________________________________________________
 AH0908  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AH0908  DYNAMIC HT  -          10.404 (meters)      34.13  (feet)  COMP
 AH0908  MODELED GRAV-     979,116.8   (mgal)                       NAVD 88
 AH0908
 AH0908  VERT ORDER  -  SECOND    CLASS 0
 AH0908
 AH0908.The horizontal coordinates were scaled from a topographic map and have
 AH0908.an estimated accuracy of +/- 6 seconds.
 AH0908
 AH0908.The orthometric height was determined by differential leveling
 AH0908.and adjusted by the National Geodetic Survey in June 1991..
 AH0908
 AH0908.The geoid height was determined by GEOID03.
 AH0908
 AH0908.The dynamic height is computed by dividing the NAVD 88
 AH0908.geopotential number by the normal gravity value computed on the
 AH0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0908.degrees latitude (g = 980.6199 gals.).
 AH0908
 AH0908.The modeled gravity was interpolated from observed gravity values.
 AH0908
 AH0908;                    North         East    Units  Estimated Accuracy
 AH0908;SPC TX S     - 5,211,450.      398,500.      MT  (+/- 180 meters Scaled)
 AH0908
 AH0908                          SUPERSEDED SURVEY CONTROL
 AH0908
 AH0908  NGVD 29 (??/??/92)   10.570  (m)           34.68   (f) ADJ UNCH    2 0
 AH0908
 AH0908.Superseded values are not recommended for survey control.
 AH0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0908.See file dsdata.txt to determine how the superseded data were derived.
 AH0908
 AH0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR478506(NAD 83)
 AH0908_MARKER: DB = BENCH MARK DISK
 AH0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0908_STAMPING: K 632 1942
 AH0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0908+STABILITY: SURFACE MOTION
 AH0908
 AH0908  HISTORY     - Date     Condition        Report By
 AH0908  HISTORY     - 1942     MONUMENTED       CGS
 AH0908  HISTORY     - 1954     MARK NOT FOUND   USGS
 AH0908
 AH0908                          STATION DESCRIPTION
 AH0908
 AH0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0908'4.0 MI SW FROM CHAPMAN RANCH.
 AH0908'TO REACH FROM THE CHAPMAN RANCH HEADQUARTERS.  PROCEED 3.0 MILES
 AH0908'WESTERLY ALONG GRADED ROAD TO THE INTERSECTION OF THE ROAD TO LAURELES
 AH0908'RANCH, TURN SOUTH ALONG ROAD TO LAURELES RANCH AND GO 1.0 MILE
 AH0908'SOUTHERLY TO SITE OF BENCH MARK.  BENCH MARK IS 40.0 FEET SOUTHWEST OF
 AH0908'THE SOUTH END OF A STEEL WATER TANK BY A WELL, 36.0 FEET EAST OF AND
 AH0908'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 30.0 FEET
 AH0908'NORTH OF THE CENTER OF A DOUBLE GATE IN RIGHT-OF-WAY FENCE, 3.0 FEET
 AH0908'SOUTH OF A 4X4-INCH WOODEN MARKER POST, AND 1 FOOT EAST OF THE
 AH0908'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.5 FOOT.
 AH0908
 AH0908                          STATION RECOVERY (1954)
 AH0908
 AH0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AH0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0451 ***********************************************************************
 AH0451  DESIGNATION -  K 633
 AH0451  PID         -  AH0451
 AH0451  STATE/COUNTY-  TX/KLEBERG
 AH0451  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH0451
 AH0451                         *CURRENT SURVEY CONTROL
 AH0451  ___________________________________________________________________
 AH0451* NAD 83(1986)-  27 28 58.     (N)    097 21 15.     (W)     SCALED    
 AH0451* NAVD 88     -         1.776  (meters)       5.83   (feet)  ADJUSTED  
 AH0451  ___________________________________________________________________
 AH0451  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH0451  DYNAMIC HT  -           1.773 (meters)       5.82  (feet)  COMP
 AH0451  MODELED GRAV-     979,118.3   (mgal)                       NAVD 88
 AH0451
 AH0451  VERT ORDER  -  SECOND    CLASS 0
 AH0451
 AH0451.The horizontal coordinates were scaled from a topographic map and have
 AH0451.an estimated accuracy of +/- 6 seconds.
 AH0451
 AH0451.The orthometric height was determined by differential leveling
 AH0451.and adjusted by the National Geodetic Survey in June 1991..
 AH0451
 AH0451.The geoid height was determined by GEOID03.
 AH0451
 AH0451.The dynamic height is computed by dividing the NAVD 88
 AH0451.geopotential number by the normal gravity value computed on the
 AH0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0451.degrees latitude (g = 980.6199 gals.).
 AH0451
 AH0451.The modeled gravity was interpolated from observed gravity values.
 AH0451
 AH0451;                    North         East    Units  Estimated Accuracy
 AH0451;SPC TX S     - 5,201,730.      413,230.      MT  (+/- 180 meters Scaled)
 AH0451
 AH0451                          SUPERSEDED SURVEY CONTROL
 AH0451
 AH0451  NGVD 29 (??/??/92)    1.924  (m)            6.31   (f) ADJ UNCH    2 0
 AH0451
 AH0451.Superseded values are not recommended for survey control.
 AH0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0451.See file dsdata.txt to determine how the superseded data were derived.
 AH0451
 AH0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR626409(NAD 83)
 AH0451_MARKER: DB = BENCH MARK DISK
 AH0451_SETTING: 0 = UNSPECIFIED SETTING
 AH0451_STAMPING: K 633 1942
 AH0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0451
 AH0451  HISTORY     - Date     Condition        Report By
 AH0451  HISTORY     - 1942     MONUMENTED       CGS
 AH0451  HISTORY     - 1949     GOOD             NGS
 AH0451
 AH0451                          STATION DESCRIPTION
 AH0451
 AH0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0451'28.6 MI SE FROM CORPUS CHRISTI.
 AH0451'TO REACH FROM INTERSECTION OF CHAPMAN RANCH ROAD AND LEXINGTON BLVD.
 AH0451'GO SE ON LEXINGTON BLVD. 9.8 MILES TO LAGUNA MADRE CAUSEWAY, CONTINUE
 AH0451'STRAIGHT AHEAD 0.2 MILE ON CAUSEWAY TO INTERSECTION WITH A PAVED ROAD
 AH0451'LEADING SOUTH, TURN SOUTH ON PAVED ROAD AND GO 13.2 MILES, ENTERING
 AH0451'KING RANCH, TO ENTRANCE TO FORMER FLYING FIELD NO. 42, TURN E ON DIRT
 AH0451'ROAD AND GO E AND S 1.2 MILES ALONG DIRT ROAD TO SITE OF BENCH MARK.
 AH0451'BENCH MARK IS ABOUT 0.3 MILE N OF TRIANGULATION INTERSECTION STATION
 AH0451'LOBO WINDMILL, 1949, 0.2 MILE N OF SMALL LAKE, 24 FT. E. AND ABOUT 1
 AH0451'FT. ABOVE CENTER LINE OF DIRT ROAD AND 3 FT. N OF A 4X4 INCH WOODEN
 AH0451'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0894 ***********************************************************************
 AH0894  DESIGNATION -  K 636
 AH0894  PID         -  AH0894
 AH0894  STATE/COUNTY-  TX/KLEBERG
 AH0894  USGS QUAD   -  CONCORDIA (1975)
 AH0894
 AH0894                         *CURRENT SURVEY CONTROL
 AH0894  ___________________________________________________________________
 AH0894* NAD 83(1986)-  27 31 54.     (N)    097 37 59.     (W)     SCALED    
 AH0894* NAVD 88     -        10.781  (meters)      35.37   (feet)  ADJUSTED  
 AH0894  ___________________________________________________________________
 AH0894  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AH0894  DYNAMIC HT  -          10.764 (meters)      35.31  (feet)  COMP
 AH0894  MODELED GRAV-     979,110.1   (mgal)                       NAVD 88
 AH0894
 AH0894  VERT ORDER  -  SECOND    CLASS 0
 AH0894
 AH0894.The horizontal coordinates were scaled from a topographic map and have
 AH0894.an estimated accuracy of +/- 6 seconds.
 AH0894
 AH0894.The orthometric height was determined by differential leveling
 AH0894.and adjusted by the National Geodetic Survey in June 1991..
 AH0894
 AH0894.The geoid height was determined by GEOID03.
 AH0894
 AH0894.The dynamic height is computed by dividing the NAVD 88
 AH0894.geopotential number by the normal gravity value computed on the
 AH0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0894.degrees latitude (g = 980.6199 gals.).
 AH0894
 AH0894.The modeled gravity was interpolated from observed gravity values.
 AH0894
 AH0894;                    North         East    Units  Estimated Accuracy
 AH0894;SPC TX S     - 5,206,920.      385,630.      MT  (+/- 180 meters Scaled)
 AH0894
 AH0894                          SUPERSEDED SURVEY CONTROL
 AH0894
 AH0894  NGVD 29 (??/??/92)   10.909  (m)           35.79   (f) ADJ UNCH    2 0
 AH0894
 AH0894.Superseded values are not recommended for survey control.
 AH0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0894.See file dsdata.txt to determine how the superseded data were derived.
 AH0894
 AH0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR349460(NAD 83)
 AH0894_MARKER: DB = BENCH MARK DISK
 AH0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0894_STAMPING: K 636 1942
 AH0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0894+STABILITY: SURFACE MOTION
 AH0894
 AH0894  HISTORY     - Date     Condition        Report By
 AH0894  HISTORY     - 1942     MONUMENTED       CGS
 AH0894  HISTORY     - 1949     GOOD             NGS
 AH0894  HISTORY     - 1969     POOR             USGS
 AH0894
 AH0894                          STATION DESCRIPTION
 AH0894
 AH0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0894'15 MI E FROM KINGSVILLE.
 AH0894'LOCATED ON KING RANCH, 15 MILES E OF KINGSVILLE.  FROM JUNCTION OF US
 AH0894'HWY 77 AND ANGLE ROAD 0.4 MILE E OF COUNTY HOSPITAL IN KINGSVILLE, GO
 AH0894'1.9 MILES DUE E TO T ROAD INTERSECTION, THEN WIND 1.6 MILES NE ALONG
 AH0894'PAVED ROAD THAT PARALLELS NAVY FIELD FENCE TO LOCKED GATE ENTERING
 AH0894'KING RANCH AT SAN FERNANDO CREEK, AND CONTINUE 10.8 MILES E ALONG
 AH0894'PAVED ROAD TO BENCH MARK.  0.3 MILE NW OF JUNCTION OF PAVED ROAD WITH
 AH0894'TRAIL LEADING SW TO ALJIVARES WINDMILL, 0.2 MILE ESE OF CURVE IN PAVED
 AH0894'ROAD, 42 FT. NNE OF THE ROAD C/L, AND 3 FT. SE OF WITNESS POST.
 AH0894'STANDARD DISK STAMPED K 636 1942 SET IN TOP OF A 6X6 INCH CONCRETE
 AH0894'MONUMENT PROJECTING 0.6 FT. ABOVE GROUND.
 AH0894
 AH0894                          STATION RECOVERY (1969)
 AH0894
 AH0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0894'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0620 ***********************************************************************
 AH0620  DESIGNATION -  K 637
 AH0620  PID         -  AH0620
 AH0620  STATE/COUNTY-  TX/KENEDY
 AH0620  USGS QUAD   -  LA PARRA RANCH (1975)
 AH0620
 AH0620                         *CURRENT SURVEY CONTROL
 AH0620  ___________________________________________________________________
 AH0620* NAD 83(1986)-  27 13 36.     (N)    097 37 43.     (W)     SCALED    
 AH0620* NAVD 88     -         2.251  (meters)       7.39   (feet)  ADJUSTED  
 AH0620  ___________________________________________________________________
 AH0620  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AH0620  DYNAMIC HT  -           2.248 (meters)       7.38  (feet)  COMP
 AH0620  MODELED GRAV-     979,102.0   (mgal)                       NAVD 88
 AH0620
 AH0620  VERT ORDER  -  SECOND    CLASS 0
 AH0620
 AH0620.The horizontal coordinates were scaled from a topographic map and have
 AH0620.an estimated accuracy of +/- 6 seconds.
 AH0620
 AH0620.The orthometric height was determined by differential leveling
 AH0620.and adjusted by the National Geodetic Survey in June 1991..
 AH0620
 AH0620.The geoid height was determined by GEOID03.
 AH0620
 AH0620.The dynamic height is computed by dividing the NAVD 88
 AH0620.geopotential number by the normal gravity value computed on the
 AH0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0620.degrees latitude (g = 980.6199 gals.).
 AH0620
 AH0620.The modeled gravity was interpolated from observed gravity values.
 AH0620
 AH0620;                    North         East    Units  Estimated Accuracy
 AH0620;SPC TX S     - 5,173,130.      386,310.      MT  (+/- 180 meters Scaled)
 AH0620
 AH0620                          SUPERSEDED SURVEY CONTROL
 AH0620
 AH0620  NGVD 29 (??/??/92)    2.339  (m)            7.67   (f) ADJ UNCH    2 0
 AH0620
 AH0620.Superseded values are not recommended for survey control.
 AH0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0620.See file dsdata.txt to determine how the superseded data were derived.
 AH0620
 AH0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR357122(NAD 83)
 AH0620_MARKER: DB = BENCH MARK DISK
 AH0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0620_STAMPING: K 637 1942
 AH0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0620+STABILITY: SURFACE MOTION
 AH0620
 AH0620  HISTORY     - Date     Condition        Report By
 AH0620  HISTORY     - 1942     MONUMENTED       CGS
 AH0620  HISTORY     - 1949     GOOD             NGS
 AH0620
 AH0620                          STATION DESCRIPTION
 AH0620
 AH0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0620'10 MI E FROM SARITA.
 AH0620'LOCATED ON KENEDY RANCH, 10 MILES E OF SARITA.  TO REACH FROM POST
 AH0620'OFFICE IN SARITA, GO E ALONG DIRT ROAD 5.8 MILES THROUGH LOCKED GATE
 AH0620'TO Y JUST W OF RANCH HOUSE, THEN 0.8 MILE ALONG LEFT FORK TO Y, TAKE
 AH0620'RIGHT FORK AND FOLLOW GRADED ROAD 4.1 MILES NE TO BAFFIN BAY.  THEN
 AH0620'ALONG BAY SHORE TRAIL 1.4 MILES TO FENCE LINE, THEN S ALONG FENCE LINE
 AH0620'1.1 MILES TO BENCH MARK.  BENCH MARK IS AT FENCE CORNER, 21 FT. N OF
 AH0620'GATE, 10 FT. E OF ROAD, 3 FT. S OF WITNESS POST AND 1 FT. W OF FENCE.
 AH0620'A STANDARD DISK STAMPED K 637 1942 IN TOP OF A 6 INCH SQUARE CONCRETE
 AH0620'MONUMENT PROJECTING 0.5 FT.  NOTE-- (LAST 1.1 MILES BY 4-WHEEL DRIVE
 AH0620'ONLY) (KEYS TO LOCKED GATE CAN BE OBTAINED IN SARITA.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1015 ***********************************************************************
 AB1015  DESIGNATION -  K 638
 AB1015  PID         -  AB1015
 AB1015  STATE/COUNTY-  TX/KENEDY
 AB1015  USGS QUAD   -  SAN PEDRO RANCH (1975)
 AB1015
 AB1015                         *CURRENT SURVEY CONTROL
 AB1015  ___________________________________________________________________
 AB1015* NAD 83(1986)-  26 58 29.     (N)    097 39 29.     (W)     SCALED    
 AB1015* NAVD 88     -         5.963  (meters)      19.56   (feet)  ADJUSTED  
 AB1015  ___________________________________________________________________
 AB1015  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 AB1015  DYNAMIC HT  -           5.954 (meters)      19.53  (feet)  COMP
 AB1015  MODELED GRAV-     979,087.7   (mgal)                       NAVD 88
 AB1015
 AB1015  VERT ORDER  -  SECOND    CLASS 0
 AB1015
 AB1015.The horizontal coordinates were scaled from a topographic map and have
 AB1015.an estimated accuracy of +/- 6 seconds.
 AB1015
 AB1015.The orthometric height was determined by differential leveling
 AB1015.and adjusted by the National Geodetic Survey in June 1991..
 AB1015
 AB1015.The geoid height was determined by GEOID03.
 AB1015
 AB1015.The dynamic height is computed by dividing the NAVD 88
 AB1015.geopotential number by the normal gravity value computed on the
 AB1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1015.degrees latitude (g = 980.6199 gals.).
 AB1015
 AB1015.The modeled gravity was interpolated from observed gravity values.
 AB1015
 AB1015;                    North         East    Units  Estimated Accuracy
 AB1015;SPC TX S     - 5,145,200.      383,580.      MT  (+/- 180 meters Scaled)
 AB1015
 AB1015                          SUPERSEDED SURVEY CONTROL
 AB1015
 AB1015  NGVD 29 (??/??/92)    6.03   (m)           19.8    (f) COMPUTED    2 0
 AB1015
 AB1015.Superseded values are not recommended for survey control.
 AB1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1015.See file dsdata.txt to determine how the superseded data were derived.
 AB1015
 AB1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ331843(NAD 83)
 AB1015_MARKER: DB = BENCH MARK DISK
 AB1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1015_STAMPING: K-638 1942
 AB1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1015+STABILITY: SURFACE MOTION
 AB1015
 AB1015  HISTORY     - Date     Condition        Report By
 AB1015  HISTORY     - 1942     MONUMENTED       CGS
 AB1015
 AB1015                          STATION DESCRIPTION
 AB1015
 AB1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1015'12.6 MI SE FROM TURCOTTE.
 AB1015'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT TURCOTTE--
 AB1015'PROCEED 0.2 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 96 TO GRADED
 AB1015'CROSSROAD.  TURN EAST INTO GRADED ROAD AND GO 10.5 MILES TO THE SAN
 AB1015'PEDRO RANCH, PASS RANCH BUILDINGS AND CONTINUE NORTH ON GRADED ROAD.
 AB1015'GO 1.9 MILES TO A GATE IN THE NORTHEAST-SOUTHWEST FENCE AND TO THE
 AB1015'SITE OF BENCH MARK.  BENCH MARK IS 24.0 FEET SOUTHEAST OF THE
 AB1015'CENTERLINE OF THE ROAD AT THE GATE, 3.0 FEET NORTHWEST OF A 4X4 WOODEN
 AB1015'MARKER POST AND 1.0 FOOT NORTHEAST OF THE FENCE.  MONUMENT PROJECTS
 AB1015'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1068 ***********************************************************************
 AW1068  DESIGNATION -  K 639
 AW1068  PID         -  AW1068
 AW1068  STATE/COUNTY-  TX/GALVESTON
 AW1068  USGS QUAD   -  DICKINSON (1997)
 AW1068
 AW1068                         *CURRENT SURVEY CONTROL
 AW1068  ___________________________________________________________________
 AW1068* NAD 83(1986)-  29 27 17.     (N)    095 02 40.     (W)     SCALED    
 AW1068* NAVD 88     -         4.92   (+/-2cm)      16.1    (feet)  VERTCON   
 AW1068  ___________________________________________________________________
 AW1068  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW1068  OBS GRAVITY -     979,270.3   (mgal)                       GRAV_OBS
 AW1068
 AW1068  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1068
 AW1068.The horizontal coordinates were scaled from a topographic map and have
 AW1068.an estimated accuracy of +/- 6 seconds.
 AW1068
 AW1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1068.The vertical order pertains to the NGVD 29 superseded value.
 AW1068
 AW1068.The geoid height was determined by GEOID03.
 AW1068.The observed gravity was obtained from relative gravimeter ties
 AW1068.to the IGSN71 gravity network.
 AW1068
 AW1068;                    North         East    Units  Estimated Accuracy
 AW1068;SPC TXSC     - 4,186,180.      983,600.      MT  (+/- 180 meters Scaled)
 AW1068
 AW1068                          SUPERSEDED SURVEY CONTROL
 AW1068
 AW1068  NGVD 29 (??/??/92)    4.913  (m)           16.12   (f) ADJ UNCH    1 1
 AW1068
 AW1068.Superseded values are not recommended for survey control.
 AW1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1068.See file dsdata.txt to determine how the superseded data were derived.
 AW1068
 AW1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN017601(NAD 83)
 AW1068_MARKER: DB = BENCH MARK DISK
 AW1068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1068_SP_SET: HEADWALL
 AW1068_STAMPING: K 639 1942
 AW1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1068
 AW1068  HISTORY     - Date     Condition        Report By
 AW1068  HISTORY     - 1942     MONUMENTED       CGS
 AW1068  HISTORY     - 1973     GOOD             NGS
 AW1068  HISTORY     - 1976     GOOD             NGS
 AW1068  HISTORY     - 1976     GOOD             NGS
 AW1068  HISTORY     - 1978     GOOD             NGS
 AW1068  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW1068  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1068  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW1068  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1068  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1068  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1068  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1068  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW1068  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 AW1068  HISTORY     - 20040628 MARK NOT FOUND   USPSQD
 AW1068  HISTORY     - 20050629 MARK NOT FOUND   USPSQD
 AW1068
 AW1068                          STATION DESCRIPTION
 AW1068
 AW1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1068'IN DICKINSON.
 AW1068'AT DICKINSON, 0.05 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE
 AW1068'JUNCTION OF FARM ROAD 517, AT THE INTERSECTION OF OLEANDER ROAD, SET
 AW1068'IN THE TOP AND CENTER OF A 5 FOOT CONCRETE HEADWALL, 27 FEET SOUTHWEST
 AW1068'OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTHEAST OF THE CENTER
 AW1068'LINE OF THE ROAD, AND ABOUT 1 1/2 FOOT HIGHER THAN THE ROAD.
 AW1068
 AW1068                          STATION RECOVERY (1976)
 AW1068
 AW1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1068'RECOVERED IN GOOD CONDITION.
 AW1068
 AW1068                          STATION RECOVERY (1976)
 AW1068
 AW1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1068'RECOVERED IN GOOD CONDITION.
 AW1068
 AW1068                          STATION RECOVERY (1978)
 AW1068
 AW1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1068'RECOVERED IN GOOD CONDITION.
 AW1068
 AW1068                          STATION RECOVERY (1983)
 AW1068
 AW1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1068'NOT RECOVERED, ROAD WIDENED, PROBABLY DESTROYED.
 AW1068
 AW1068                          STATION RECOVERY (1987)
 AW1068
 AW1068'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1068'MARK NOT FOUND.
 AW1068
 AW1068                          STATION RECOVERY (1987)
 AW1068
 AW1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1068'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
 AW1068
 AW1068                          STATION RECOVERY (1989)
 AW1068
 AW1068'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1068'MARK NOT FOUND.
 AW1068
 AW1068                          STATION RECOVERY (1989)
 AW1068
 AW1068'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1068'MARK NOT FOUND.
 AW1068
 AW1068                          STATION RECOVERY (1989)
 AW1068
 AW1068'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1068'MARK NOT FOUND.
 AW1068
 AW1068                          STATION RECOVERY (1989)
 AW1068
 AW1068'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1068'MARK NOT FOUND.
 AW1068
 AW1068                          STATION RECOVERY (1995)
 AW1068
 AW1068'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1068'MARK NOT FOUND.
 AW1068
 AW1068                          STATION RECOVERY (2003)
 AW1068
 AW1068'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1068'MARK NOT FOUND.
 AW1068
 AW1068                          STATION RECOVERY (2004)
 AW1068
 AW1068'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1068'MARK NOT FOUND.
 AW1068
 AW1068                          STATION RECOVERY (2005)
 AW1068
 AW1068'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1068'APPEARS TO HAVE BEEN DESTROYED WHEN THE ROAD WAS WIDDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0169 ***********************************************************************
 AE0169  DESIGNATION -  K 641
 AE0169  PID         -  AE0169
 AE0169  STATE/COUNTY-  TX/HIDALGO
 AE0169  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0169
 AE0169                         *CURRENT SURVEY CONTROL
 AE0169  ___________________________________________________________________
 AE0169* NAD 83(1986)-  26 29 25.     (N)    098 19 57.     (W)     SCALED    
 AE0169* NAVD 88     -        76.453  (meters)     250.83   (feet)  ADJUSTED  
 AE0169  ___________________________________________________________________
 AE0169  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AE0169  DYNAMIC HT  -          76.328 (meters)     250.42  (feet)  COMP
 AE0169  MODELED GRAV-     979,014.0   (mgal)                       NAVD 88
 AE0169
 AE0169  VERT ORDER  -  SECOND    CLASS 0
 AE0169
 AE0169.The horizontal coordinates were scaled from a topographic map and have
 AE0169.an estimated accuracy of +/- 6 seconds.
 AE0169
 AE0169.The orthometric height was determined by differential leveling
 AE0169.and adjusted by the National Geodetic Survey in June 1991..
 AE0169
 AE0169.The geoid height was determined by GEOID03.
 AE0169
 AE0169.The dynamic height is computed by dividing the NAVD 88
 AE0169.geopotential number by the normal gravity value computed on the
 AE0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0169.degrees latitude (g = 980.6199 gals.).
 AE0169
 AE0169.The modeled gravity was interpolated from observed gravity values.
 AE0169
 AE0169;                    North         East    Units  Estimated Accuracy
 AE0169;SPC TX S     - 5,091,260.      316,700.      MT  (+/- 180 meters Scaled)
 AE0169
 AE0169                          SUPERSEDED SURVEY CONTROL
 AE0169
 AE0169  NGVD 29 (??/??/92)   76.543  (m)          251.12   (f) ADJ UNCH    2 0
 AE0169
 AE0169.Superseded values are not recommended for survey control.
 AE0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0169.See file dsdata.txt to determine how the superseded data were derived.
 AE0169
 AE0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ665301(NAD 83)
 AE0169_MARKER: DB = BENCH MARK DISK
 AE0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0169_STAMPING: K 641 1942
 AE0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0169+STABILITY: SURFACE MOTION
 AE0169
 AE0169  HISTORY     - Date     Condition        Report By
 AE0169  HISTORY     - 1942     MONUMENTED       CGS
 AE0169
 AE0169                          STATION DESCRIPTION
 AE0169
 AE0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0169'4.7 MI NE FROM MCCOOK.
 AE0169'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 3.9 MILES EASTERLY
 AE0169'ALONG DIRT ROAD TO INTERSECTION OF ROAD LEADING NORTH.  THENCE, GO 0.8
 AE0169'MILE NORTH ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 AE0169'20.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD,
 AE0169'ABOUT 0.3 MILE SOUTH OF FENCE CORNER AND 3.0 FEET SOUTH OF 4X4-INCH
 AE0169'WOODEN MARKER POST.  IT IS 1.0 FOOT WEST OF FENCE.  THE MONUMENT
 AE0169'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0141 ***********************************************************************
 AE0141  DESIGNATION -  K 642
 AE0141  PID         -  AE0141
 AE0141  STATE/COUNTY-  TX/HIDALGO
 AE0141  USGS QUAD   -  LINN NE (1982)
 AE0141
 AE0141                         *CURRENT SURVEY CONTROL
 AE0141  ___________________________________________________________________
 AE0141* NAD 83(1986)-  26 41 54.     (N)    098 07 20.     (W)     SCALED    
 AE0141* NAVD 88     -        25.518  (meters)      83.72   (feet)  ADJUSTED  
 AE0141  ___________________________________________________________________
 AE0141  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AE0141  DYNAMIC HT  -          25.477 (meters)      83.59  (feet)  COMP
 AE0141  MODELED GRAV-     979,043.2   (mgal)                       NAVD 88
 AE0141
 AE0141  VERT ORDER  -  SECOND    CLASS 0
 AE0141
 AE0141.The horizontal coordinates were scaled from a topographic map and have
 AE0141.an estimated accuracy of +/- 6 seconds.
 AE0141
 AE0141.The orthometric height was determined by differential leveling
 AE0141.and adjusted by the National Geodetic Survey in June 1991..
 AE0141
 AE0141.The geoid height was determined by GEOID03.
 AE0141
 AE0141.The dynamic height is computed by dividing the NAVD 88
 AE0141.geopotential number by the normal gravity value computed on the
 AE0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0141.degrees latitude (g = 980.6199 gals.).
 AE0141
 AE0141.The modeled gravity was interpolated from observed gravity values.
 AE0141
 AE0141;                    North         East    Units  Estimated Accuracy
 AE0141;SPC TX S     - 5,114,360.      337,590.      MT  (+/- 180 meters Scaled)
 AE0141
 AE0141                          SUPERSEDED SURVEY CONTROL
 AE0141
 AE0141  NGVD 29 (??/??/92)   25.629  (m)           84.08   (f) ADJ UNCH    2 0
 AE0141
 AE0141.Superseded values are not recommended for survey control.
 AE0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0141.See file dsdata.txt to determine how the superseded data were derived.
 AE0141
 AE0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ873533(NAD 83)
 AE0141_MARKER: DB = BENCH MARK DISK
 AE0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0141_STAMPING: K 642 1942
 AE0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0141+STABILITY: SURFACE MOTION
 AE0141
 AE0141  HISTORY     - Date     Condition        Report By
 AE0141  HISTORY     - 1942     MONUMENTED       CGS
 AE0141
 AE0141                          STATION DESCRIPTION
 AE0141
 AE0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0141'2.0 MI E FROM DIX.
 AE0141'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT DIX-- PROCEED
 AE0141'2.0 MILES EASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK.
 AE0141'BENCH MARK IS ABOUT 0.7 MILE WEST OF INTERSECTION OF U.S. HIGHWAY NO.
 AE0141'281, 48.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AE0141'OF THE ROAD.  IT IS 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND
 AE0141'1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0996 ***********************************************************************
 AE0996  DESIGNATION -  K 643
 AE0996  PID         -  AE0996
 AE0996  STATE/COUNTY-  TX/STARR
 AE0996  USGS QUAD   -  RINCON (1993)
 AE0996
 AE0996                         *CURRENT SURVEY CONTROL
 AE0996  ___________________________________________________________________
 AE0996* NAD 83(1986)-  26 33 26.     (N)    098 35 04.     (W)     SCALED    
 AE0996* NAVD 88     -       137.145  (meters)     449.95   (feet)  ADJUSTED  
 AE0996  ___________________________________________________________________
 AE0996  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AE0996  DYNAMIC HT  -         136.919 (meters)     449.21  (feet)  COMP
 AE0996  MODELED GRAV-     978,996.5   (mgal)                       NAVD 88
 AE0996
 AE0996  VERT ORDER  -  SECOND    CLASS 0
 AE0996
 AE0996.The horizontal coordinates were scaled from a topographic map and have
 AE0996.an estimated accuracy of +/- 6 seconds.
 AE0996
 AE0996.The orthometric height was determined by differential leveling
 AE0996.and adjusted by the National Geodetic Survey in June 1991..
 AE0996
 AE0996.The geoid height was determined by GEOID03.
 AE0996
 AE0996.The dynamic height is computed by dividing the NAVD 88
 AE0996.geopotential number by the normal gravity value computed on the
 AE0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0996.degrees latitude (g = 980.6199 gals.).
 AE0996
 AE0996.The modeled gravity was interpolated from observed gravity values.
 AE0996
 AE0996;                    North         East    Units  Estimated Accuracy
 AE0996;SPC TX S     - 5,098,670.      291,590.      MT  (+/- 180 meters Scaled)
 AE0996
 AE0996                          SUPERSEDED SURVEY CONTROL
 AE0996
 AE0996  NGVD 29 (??/??/92)  137.206  (m)          450.15   (f) ADJ UNCH    2 0
 AE0996
 AE0996.Superseded values are not recommended for survey control.
 AE0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0996.See file dsdata.txt to determine how the superseded data were derived.
 AE0996
 AE0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ413374(NAD 83)
 AE0996_MARKER: DB = BENCH MARK DISK
 AE0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0996_STAMPING: K 643 1942
 AE0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0996+STABILITY: SURFACE MOTION
 AE0996
 AE0996  HISTORY     - Date     Condition        Report By
 AE0996  HISTORY     - 1942     MONUMENTED       CGS
 AE0996  HISTORY     - 1942     GOOD             NGS
 AE0996
 AE0996                          STATION DESCRIPTION
 AE0996
 AE0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0996'21.1 MI NE FROM RIO GRANDE CITY.
 AE0996'TO REACH FROM THE POST OFFICE AT RIO GRANDE CITY, PROCEED 16.4 MILES
 AE0996'NORTH ALONG THE HEBBRONVILLE ROAD TO THE INTERSECTION OF A DIRT ROAD
 AE0996'LEADING EAST, THENCE 4.7 MILES EAST ALONG DIRT ROAD TO SITE OF BENCH
 AE0996'MARK.  BENCH MARK IS 2.7 MILES WEST OF A ROAD INTERSECTION.  IT IS 0.3
 AE0996'MILE EAST OF A CATTLE GUARD CROSSING THE ROAD.  IT IS SET HORIZONTALLY
 AE0996'IN THE SOUTHEAST CORNER OF CONCRETE COPING OF A CATTLE GUARD IN THE
 AE0996'DRIVEWAY LEADING TO THE CAMERON RANCH HOUSE.  IT IS 22.0 FEET NORTH OF
 AE0996'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0700 ***********************************************************************
 AE0700  DESIGNATION -  K 644
 AE0700  PID         -  AE0700
 AE0700  STATE/COUNTY-  TX/STARR
 AE0700  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0700
 AE0700                         *CURRENT SURVEY CONTROL
 AE0700  ___________________________________________________________________
 AE0700* NAD 83(1986)-  26 21 14.     (N)    098 34 06.     (W)     SCALED    
 AE0700* NAVD 88     -        92.466  (meters)     303.37   (feet)  ADJUSTED  
 AE0700  ___________________________________________________________________
 AE0700  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AE0700  DYNAMIC HT  -          92.313 (meters)     302.86  (feet)  COMP
 AE0700  MODELED GRAV-     978,991.9   (mgal)                       NAVD 88
 AE0700
 AE0700  VERT ORDER  -  SECOND    CLASS 0
 AE0700
 AE0700.The horizontal coordinates were scaled from a topographic map and have
 AE0700.an estimated accuracy of +/- 6 seconds.
 AE0700
 AE0700.The orthometric height was determined by differential leveling
 AE0700.and adjusted by the National Geodetic Survey in June 1991..
 AE0700
 AE0700.The geoid height was determined by GEOID03.
 AE0700
 AE0700.The dynamic height is computed by dividing the NAVD 88
 AE0700.geopotential number by the normal gravity value computed on the
 AE0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0700.degrees latitude (g = 980.6199 gals.).
 AE0700
 AE0700.The modeled gravity was interpolated from observed gravity values.
 AE0700
 AE0700;                    North         East    Units  Estimated Accuracy
 AE0700;SPC TX S     - 5,076,140.      293,180.      MT  (+/- 180 meters Scaled)
 AE0700
 AE0700                          SUPERSEDED SURVEY CONTROL
 AE0700
 AE0700  NGVD 29 (??/??/92)   92.545  (m)          303.62   (f) ADJ UNCH    2 0
 AE0700
 AE0700.Superseded values are not recommended for survey control.
 AE0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0700.See file dsdata.txt to determine how the superseded data were derived.
 AE0700
 AE0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ430149(NAD 83)
 AE0700_MARKER: DB = BENCH MARK DISK
 AE0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0700_STAMPING: K 644 1942
 AE0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0700+STABILITY: SURFACE MOTION
 AE0700
 AE0700  HISTORY     - Date     Condition        Report By
 AE0700  HISTORY     - 1942     MONUMENTED       CGS
 AE0700
 AE0700                          STATION DESCRIPTION
 AE0700
 AE0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0700'6.2 MI N FROM SULLIVAN CITY.
 AE0700'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.3 MILES
 AE0700'WESTERLY ALONG U.S. HIGHWAY NO. 83 TO INTERSECTION OF ROAD LEADING
 AE0700'NORTH. THENCE, GO 4.9 MILES NORTHERLY ALONG DIRT ROAD TO THE SITE OF
 AE0700'THE BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE NORTH OF A FARM HOUSE,
 AE0700'24.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.
 AE0700'IT IS 2.0 FEET SOUTH OF A FENCE CORNER AND 3.0 FEET NORTH OF A
 AE0700'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0559 ***********************************************************************
 AE0559  DESIGNATION -  K 645
 AE0559  PID         -  AE0559
 AE0559  STATE/COUNTY-  TX/HIDALGO
 AE0559  USGS QUAD   -  MC COOK (1963)
 AE0559
 AE0559                         *CURRENT SURVEY CONTROL
 AE0559  ___________________________________________________________________
 AE0559* NAD 83(1986)-  26 26 42.     (N)    098 23 51.     (W)     SCALED    
 AE0559* NAVD 88     -        96.012  (meters)     315.00   (feet)  ADJUSTED  
 AE0559  ___________________________________________________________________
 AE0559  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 AE0559  DYNAMIC HT  -          95.854 (meters)     314.48  (feet)  COMP
 AE0559  MODELED GRAV-     979,005.0   (mgal)                       NAVD 88
 AE0559
 AE0559  VERT ORDER  -  SECOND    CLASS 0
 AE0559
 AE0559.The horizontal coordinates were scaled from a topographic map and have
 AE0559.an estimated accuracy of +/- 6 seconds.
 AE0559
 AE0559.The orthometric height was determined by differential leveling
 AE0559.and adjusted by the National Geodetic Survey in June 1991..
 AE0559
 AE0559.The geoid height was determined by GEOID03.
 AE0559
 AE0559.The dynamic height is computed by dividing the NAVD 88
 AE0559.geopotential number by the normal gravity value computed on the
 AE0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0559.degrees latitude (g = 980.6199 gals.).
 AE0559
 AE0559.The modeled gravity was interpolated from observed gravity values.
 AE0559
 AE0559;                    North         East    Units  Estimated Accuracy
 AE0559;SPC TX S     - 5,086,240.      310,220.      MT  (+/- 180 meters Scaled)
 AE0559
 AE0559                          SUPERSEDED SURVEY CONTROL
 AE0559
 AE0559  NGVD 29 (??/??/92)   96.094  (m)          315.27   (f) ADJ UNCH    2 0
 AE0559
 AE0559.Superseded values are not recommended for survey control.
 AE0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0559.See file dsdata.txt to determine how the superseded data were derived.
 AE0559
 AE0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ600251(NAD 83)
 AE0559_MARKER: DB = BENCH MARK DISK
 AE0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0559_STAMPING: K 645 1942
 AE0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0559+STABILITY: SURFACE MOTION
 AE0559
 AE0559  HISTORY     - Date     Condition        Report By
 AE0559  HISTORY     - 1942     MONUMENTED       CGS
 AE0559  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0559
 AE0559                          STATION DESCRIPTION
 AE0559
 AE0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0559'2.7 MI S FROM MCCOOK.
 AE0559'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 2.7 MILES SOUTHERLY
 AE0559'ALONG DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT THE
 AE0559'SOUTHEAST CORNER OF CULTIVATED FIELD, 24.0 FEET WEST OF AND ABOUT THE
 AE0559'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 4.0 FEET WEST OF
 AE0559'FENCE CORNER AND GATE POST AND 2.0 FEET WEST OF A 4X4-INCH WOODEN
 AE0559'MARKER POST.  THE MONUMENT PROJECTS 0.4 FOOT.
 AE0559
 AE0559                          STATION RECOVERY (1962)
 AE0559
 AE0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2756 ***********************************************************************
 AW2756  DESIGNATION -  K 646
 AW2756  PID         -  AW2756
 AW2756  STATE/COUNTY-  TX/GALVESTON
 AW2756  USGS QUAD   -  TEXAS CITY (1994)
 AW2756
 AW2756                         *CURRENT SURVEY CONTROL
 AW2756  ___________________________________________________________________
 AW2756* NAD 83(1986)-  29 28 22.     (N)    094 59 03.     (W)     SCALED    
 AW2756* NAVD 88     -         3.58   (+/-2cm)      11.7    (feet)  VERTCON   
 AW2756  ___________________________________________________________________
 AW2756  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW2756
 AW2756  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2756
 AW2756.The horizontal coordinates were scaled from a topographic map and have
 AW2756.an estimated accuracy of +/- 6 seconds.
 AW2756
 AW2756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2756.The vertical order pertains to the NGVD 29 superseded value.
 AW2756
 AW2756.The geoid height was determined by GEOID03.
 AW2756
 AW2756;                    North         East    Units  Estimated Accuracy
 AW2756;SPC TXSC     - 4,188,380.      989,380.      MT  (+/- 180 meters Scaled)
 AW2756
 AW2756                          SUPERSEDED SURVEY CONTROL
 AW2756
 AW2756  NGVD 29 (??/??/92)    3.573  (m)           11.72   (f) ADJ UNCH    2 0
 AW2756
 AW2756.Superseded values are not recommended for survey control.
 AW2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2756.See file dsdata.txt to determine how the superseded data were derived.
 AW2756
 AW2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN076620(NAD 83)
 AW2756_MARKER: DB = BENCH MARK DISK
 AW2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2756+STABILITY: SURFACE MOTION
 AW2756
 AW2756  HISTORY     - Date     Condition        Report By
 AW2756  HISTORY     - 1942     MONUMENTED       CGS
 AW2756  HISTORY     - 1989     GOOD             USPSQD
 AW2756  HISTORY     - 1990     GOOD             USPSQD
 AW2756  HISTORY     - 19990410 GOOD             USPSQD
 AW2756
 AW2756                          STATION DESCRIPTION
 AW2756
 AW2756'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW2756'4.0 MI E FROM DICKINSON.
 AW2756'TO REACH FROM THE GULF, HOUSTON AND HENDERSON RAILROAD STATION AT
 AW2756'DICKINSON, PROCEED 4.0 MILES EAST ALONG AN IMPROVED TAR ROAD TO SITE
 AW2756'OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE EAST OF A CURVE IN ROAD.
 AW2756'IT IS 27.0 FEET NORTH OF AND LEVEL WITH THE CENTERLINE OF PAVEMENT.
 AW2756'4.0 FEET EAST OF A POWER TRANSMISSION POLE NO. 23.  MONUMENT IS 2.0
 AW2756'FEET WEST OF A 4 X 4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.7
 AW2756'FOOT.  NOTE-- THIS BENCH MARK IS 0.7 MILE WEST OF THE JUNCTION OF
 AW2756'STATE HIGHWAY NO. 146, AT ROAD TO SAN LEON, AND 0.4 MILE NORTH OF THE
 AW2756'STATION AT SAN LEON.
 AW2756
 AW2756                          STATION RECOVERY (1989)
 AW2756
 AW2756'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCM)
 AW2756'RECOVERED IN GOOD CONDITION.
 AW2756
 AW2756                          STATION RECOVERY (1990)
 AW2756
 AW2756'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW2756'RECOVERED IN GOOD CONDITION.
 AW2756
 AW2756                          STATION RECOVERY (1999)
 AW2756
 AW2756'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1309 ***********************************************************************
 AW1309  DESIGNATION -  K 646 RESET
 AW1309  PID         -  AW1309
 AW1309  STATE/COUNTY-  TX/GALVESTON
 AW1309  USGS QUAD   -  TEXAS CITY (1994)
 AW1309
 AW1309                         *CURRENT SURVEY CONTROL
 AW1309  ___________________________________________________________________
 AW1309* NAD 83(1986)-  29 28 22.     (N)    094 59 03.     (W)     SCALED    
 AW1309* NAVD 88     -         2.722  (meters)       8.93   (feet)  ADJUSTED  
 AW1309  ___________________________________________________________________
 AW1309  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1309  DYNAMIC HT  -           2.718 (meters)       8.92  (feet)  COMP
 AW1309  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 AW1309
 AW1309  VERT ORDER  -  FIRST     CLASS II
 AW1309
 AW1309.The horizontal coordinates were scaled from a topographic map and have
 AW1309.an estimated accuracy of +/- 6 seconds.
 AW1309
 AW1309.The orthometric height was determined by differential leveling
 AW1309.and adjusted by the National Geodetic Survey in June 1991..
 AW1309
 AW1309.The geoid height was determined by GEOID03.
 AW1309
 AW1309.The dynamic height is computed by dividing the NAVD 88
 AW1309.geopotential number by the normal gravity value computed on the
 AW1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1309.degrees latitude (g = 980.6199 gals.).
 AW1309
 AW1309.The modeled gravity was interpolated from observed gravity values.
 AW1309
 AW1309;                    North         East    Units  Estimated Accuracy
 AW1309;SPC TXSC     - 4,188,380.      989,380.      MT  (+/- 180 meters Scaled)
 AW1309
 AW1309                          SUPERSEDED SURVEY CONTROL
 AW1309
 AW1309  NGVD 29 (12/23/87)    2.718  (m)            8.92   (f) ADJUSTED    1 2
 AW1309
 AW1309.Superseded values are not recommended for survey control.
 AW1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1309.See file dsdata.txt to determine how the superseded data were derived.
 AW1309
 AW1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN076620(NAD 83)
 AW1309_MARKER: DB = BENCH MARK DISK
 AW1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1309_SP_SET: CONCRETE POST
 AW1309_STAMPING: K 646 RESET 1949
 AW1309_MARK LOGO: CGS   
 AW1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1309+STABILITY: SURFACE MOTION
 AW1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1309+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2004
 AW1309
 AW1309  HISTORY     - Date     Condition        Report By
 AW1309  HISTORY     - 1949     MONUMENTED       CGS
 AW1309  HISTORY     - 1973     GOOD             NGS
 AW1309  HISTORY     - 1978     GOOD             NGS
 AW1309  HISTORY     - 1987     GOOD             USPSQD
 AW1309  HISTORY     - 1987     GOOD             USPSQD
 AW1309  HISTORY     - 1987     GOOD             NGS
 AW1309  HISTORY     - 1988     GOOD             USPSQD
 AW1309  HISTORY     - 1988     GOOD             USPSQD
 AW1309  HISTORY     - 1988     GOOD             USPSQD
 AW1309  HISTORY     - 1988     GOOD             USPSQD
 AW1309  HISTORY     - 1988     GOOD             USPSQD
 AW1309  HISTORY     - 1988     GOOD             USPSQD
 AW1309  HISTORY     - 1988     GOOD             USPSQD
 AW1309  HISTORY     - 1988     GOOD             USPSQD
 AW1309  HISTORY     - 1988     GOOD             USPSQD
 AW1309  HISTORY     - 1988     GOOD             USPSQD
 AW1309  HISTORY     - 1989     GOOD             USPSQD
 AW1309  HISTORY     - 1990     GOOD             USPSQD
 AW1309  HISTORY     - 1991     GOOD             USPSQD
 AW1309  HISTORY     - 20040215 GOOD             USPSQD
 AW1309
 AW1309                          STATION DESCRIPTION
 AW1309
 AW1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1309'4.3 MI E FROM DICKINSON.
 AW1309'4.3 MILES EAST ALONG FARM ROAD 517 FROM THE JUNCTION OF STATE HIGHWAY
 AW1309'3 AT DICKINSON, 0.3 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY
 AW1309'146, 0.15 MILE WEST OF THE INTERSECTION OF BOWERMAN DRIVE, 5 POLES
 AW1309'EAST OF A POWER POLE BEARING A TRANSFORMER, 50 FEET NORTH OF THE
 AW1309'CENTER LINE OF THE ROAD, 6 FEET NORTHEAST OF POWER POLE 23, 1.5 FEET
 AW1309'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 AW1309'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 AW1309
 AW1309                          STATION RECOVERY (1978)
 AW1309
 AW1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1987)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1987)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1987)
 AW1309
 AW1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1988)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1988 (AJS)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1988)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1988)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1988 (JCM)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1988)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1988)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1988)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNT)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1988)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1988)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1988 (BC)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1988)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1988)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1989)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1989 (DM)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1990)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (1991)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1309'RECOVERED IN GOOD CONDITION.
 AW1309
 AW1309                          STATION RECOVERY (2004)
 AW1309
 AW1309'RECOVERY NOTE BY US POWER SQUADRON 2004 (MEF)
 AW1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3118 ***********************************************************************
 AW3118  DESIGNATION -  K 649
 AW3118  PID         -  AW3118
 AW3118  STATE/COUNTY-  TX/LIBERTY
 AW3118  USGS QUAD   -  WHITES BAYOU (1994)
 AW3118
 AW3118                         *CURRENT SURVEY CONTROL
 AW3118  ___________________________________________________________________
 AW3118* NAD 83(1986)-  29 58 52.     (N)    094 35 46.     (W)     SCALED    
 AW3118* NAVD 88     -        15.78   (+/-2cm)      51.8    (feet)  VERTCON   
 AW3118  ___________________________________________________________________
 AW3118  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW3118  OBS GRAVITY -     979,301.7   (mgal)                       GRAV_OBS
 AW3118
 AW3118  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3118
 AW3118.The horizontal coordinates were scaled from a topographic map and have
 AW3118.an estimated accuracy of +/- 6 seconds.
 AW3118
 AW3118.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3118.The vertical order pertains to the NGVD 29 superseded value.
 AW3118
 AW3118.The geoid height was determined by GEOID03.
 AW3118.The observed gravity was obtained from relative gravimeter ties
 AW3118.to the IGSN71 gravity network.
 AW3118
 AW3118;                    North         East    Units  Estimated Accuracy
 AW3118;SPC TX C     - 3,049,130.    1,253,440.      MT  (+/- 180 meters Scaled)
 AW3118
 AW3118                          SUPERSEDED SURVEY CONTROL
 AW3118
 AW3118  NGVD 29 (??/??/92)   15.785  (m)           51.79   (f) ADJ UNCH    1 2
 AW3118
 AW3118.Superseded values are not recommended for survey control.
 AW3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3118.See file dsdata.txt to determine how the superseded data were derived.
 AW3118
 AW3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP460177(NAD 83)
 AW3118_MARKER: DB = BENCH MARK DISK
 AW3118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3118_SP_SET: CULVERT
 AW3118_STAMPING: K 649 1942
 AW3118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3118+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 AW3118
 AW3118  HISTORY     - Date     Condition        Report By
 AW3118  HISTORY     - 1942     MONUMENTED       CGS
 AW3118  HISTORY     - 1973     GOOD             NGS
 AW3118  HISTORY     - 20060121 GOOD             USPSQD
 AW3118
 AW3118                          STATION DESCRIPTION
 AW3118
 AW3118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3118'3.4 MI S FROM DEVERS.
 AW3118'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE JUNCTION OF US
 AW3118'HIGHWAY 90 AT DEVERS, AT THE JUNCTION OF A PRIVATE ROAD LEADING WEST,
 AW3118'51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 12 1/2 FEET SOUTH OF
 AW3118'THE CENTER LINE OF A PRIVATE ROAD, 32 1/2 FEET NORTHEAST OF A
 AW3118'NORTH-SOUTH FENCE LINE CORNER POST, SET IN THE TOP OF AND CENTER OF
 AW3118'THE SOUTH HEADWALL OF A CULVERT UNDER THE PRIVATE ROAD, AND ABOUT 2
 AW3118'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AW3118
 AW3118                          STATION RECOVERY (2006)
 AW3118
 AW3118'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW3118'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0571 ***********************************************************************
 BZ0571  DESIGNATION -  K 65
 BZ0571  PID         -  BZ0571
 BZ0571  STATE/COUNTY-  TX/HILL
 BZ0571  USGS QUAD   -  HUBBARD (1978)
 BZ0571
 BZ0571                         *CURRENT SURVEY CONTROL
 BZ0571  ___________________________________________________________________
 BZ0571* NAD 83(1986)-  31 52 08.     (N)    096 48 30.     (W)     SCALED    
 BZ0571* NAVD 88     -       167.626  (meters)     549.95   (feet)  ADJUSTED  
 BZ0571  ___________________________________________________________________
 BZ0571  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 BZ0571  DYNAMIC HT  -         167.426 (meters)     549.30  (feet)  COMP
 BZ0571  MODELED GRAV-     979,437.5   (mgal)                       NAVD 88
 BZ0571
 BZ0571  VERT ORDER  -  FIRST     CLASS II
 BZ0571
 BZ0571.The horizontal coordinates were scaled from a topographic map and have
 BZ0571.an estimated accuracy of +/- 6 seconds.
 BZ0571
 BZ0571.The orthometric height was determined by differential leveling
 BZ0571.and adjusted by the National Geodetic Survey in June 1991..
 BZ0571.WARNING-Repeat measurements at this control monument indicate possible
 BZ0571.vertical movement.
 BZ0571
 BZ0571.The geoid height was determined by GEOID03.
 BZ0571
 BZ0571.The dynamic height is computed by dividing the NAVD 88
 BZ0571.geopotential number by the normal gravity value computed on the
 BZ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0571.degrees latitude (g = 980.6199 gals.).
 BZ0571
 BZ0571.The modeled gravity was interpolated from observed gravity values.
 BZ0571
 BZ0571;                    North         East    Units  Estimated Accuracy
 BZ0571;SPC TXNC     - 2,023,720.      760,080.      MT  (+/- 180 meters Scaled)
 BZ0571
 BZ0571                          SUPERSEDED SURVEY CONTROL
 BZ0571
 BZ0571  NGVD 29 (??/??/92)  167.463  (m)          549.42   (f) ADJ UNCH    1 2
 BZ0571
 BZ0571.Superseded values are not recommended for survey control.
 BZ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0571.See file dsdata.txt to determine how the superseded data were derived.
 BZ0571
 BZ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA073279(NAD 83)
 BZ0571_MARKER: DB = BENCH MARK DISK
 BZ0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0571_STAMPING: K 65 1929 ELEV 549.126 FT
 BZ0571_PROJECTION: PROJECTING 46 CENTIMETERS
 BZ0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0571+STABILITY: SURFACE MOTION
 BZ0571
 BZ0571  HISTORY     - Date     Condition        Report By
 BZ0571  HISTORY     - 1929     MONUMENTED       CGS
 BZ0571  HISTORY     - 1952     GOOD             NGS
 BZ0571  HISTORY     - 1980     POOR             NGS
 BZ0571  HISTORY     - 19950715 POOR             USPSQD
 BZ0571  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0571  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 BZ0571  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 BZ0571
 BZ0571                          STATION DESCRIPTION
 BZ0571
 BZ0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0571'1.9 MI NW FROM HUBBARD.
 BZ0571'1.65 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE FIRST STATE BANK
 BZ0571'AT HUBBARD, THENCE 0.15 MILE NORTHEAST ALONG A PRIVATE DRIVEWAY,
 BZ0571'THENCE 0.1 MILE NORTHEAST THROUGH A BARN LOT, AT THE NORTH END OF A
 BZ0571'SMALL POND, 340 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 59.4
 BZ0571'FEET NORTHEAST OF A TELEPHONE POLE, 21 FEET SOUTH OF THE CENTER LINE
 BZ0571'OF THE ABANDONED BURLINGTON AND ROCK ISLAND RAILROAD GRADE, 10.7 FEET
 BZ0571'SOUTH OF A FENCE, 11 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BZ0571'CONCRETE POST WHICH PROJECTS 1.1 FEET ABOVE THE GROUND, 0.1 MILE
 BZ0571'NORTHEAST OF A SMALL WHITE HOUSE.
 BZ0571
 BZ0571                          STATION RECOVERY (1980)
 BZ0571
 BZ0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0571'2.6 KM. (1.6 MI.) NORTHWEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ0571'OF STATE HIGHWAY 31 IN HUBBARD, THENCE 0.25 KM. (0.15 MI.) NORTHEAST
 BZ0571'ALONG A PRIVATE DRIVEWAY, THENCE 0.15 KM. (0.1 MI.) NORTHEAST THROUGH
 BZ0571'A BARN LOT, AT THE NORTH END OF A POND, 73.2 M. (240 FT.) NORTHEAST
 BZ0571'OF THE NORTHEAST CORNER OF A BARN, 30.5 M. (100 FT.) WEST OF A TRACK
 BZ0571'ROAD AND METAL GATE, 6.4 M. (21.0 FT.) SOUTH OF THE CENTERLINE OF THE
 BZ0571'ABANDONED BURLINGTON AND ROCK ISLAND RAILROAD GRADE, 3.2 M. (10.5 FT.)
 BZ0571'SOUTH OF A FENCE.  NOTE-MARK IS SLIGHTLY MUTILATED, E OF WORD FINE
 BZ0571'USED AS THE HIGHPOINT.
 BZ0571
 BZ0571                          STATION RECOVERY (1995)
 BZ0571
 BZ0571'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0571'MARK RECOVERED IN POOR CONDITION.
 BZ0571
 BZ0571                          STATION RECOVERY (2002)
 BZ0571
 BZ0571'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 BZ0571'MARK NOT FOUND.
 BZ0571
 BZ0571                          STATION RECOVERY (2003)
 BZ0571
 BZ0571'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0571'MARK NOT FOUND.
 BZ0571
 BZ0571                          STATION RECOVERY (2003)
 BZ0571
 BZ0571'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3161 ***********************************************************************
 AW3161  DESIGNATION -  K 650
 AW3161  PID         -  AW3161
 AW3161  STATE/COUNTY-  TX/LIBERTY
 AW3161  USGS QUAD   -  WHITES BAYOU (1994)
 AW3161
 AW3161                         *CURRENT SURVEY CONTROL
 AW3161  ___________________________________________________________________
 AW3161* NAD 83(1986)-  29 59 39.     (N)    094 32 22.     (W)     SCALED    
 AW3161* NAVD 88     -        16.91   (+/-2cm)      55.5    (feet)  VERTCON   
 AW3161  ___________________________________________________________________
 AW3161  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW3161
 AW3161  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3161
 AW3161.The horizontal coordinates were scaled from a topographic map and have
 AW3161.an estimated accuracy of +/- 6 seconds.
 AW3161
 AW3161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3161.The vertical order pertains to the NGVD 29 superseded value.
 AW3161
 AW3161.The geoid height was determined by GEOID03.
 AW3161
 AW3161;                    North         East    Units  Estimated Accuracy
 AW3161;SPC TX C     - 3,050,860.    1,258,830.      MT  (+/- 180 meters Scaled)
 AW3161
 AW3161                          SUPERSEDED SURVEY CONTROL
 AW3161
 AW3161  NGVD 29 (??/??/92)   16.918  (m)           55.51   (f) ADJ UNCH    1 2
 AW3161
 AW3161.Superseded values are not recommended for survey control.
 AW3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3161.See file dsdata.txt to determine how the superseded data were derived.
 AW3161
 AW3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP515191(NAD 83)
 AW3161_MARKER: DB = BENCH MARK DISK
 AW3161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3161_STAMPING: K 650 1942
 AW3161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3161+STABILITY: SURFACE MOTION
 AW3161
 AW3161  HISTORY     - Date     Condition        Report By
 AW3161  HISTORY     - 1942     MONUMENTED       CGS
 AW3161  HISTORY     - 1959     GOOD             NGS
 AW3161
 AW3161                          STATION DESCRIPTION
 AW3161
 AW3161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3161'4.3 MI SW FROM FELICIA.
 AW3161'ABOUT 0.1 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE D. H. WILLIS RICE
 AW3161'DRIER MILL AT FELICIA, THENCE ABOUT 1.5 MILES SOUTH ALONG FARM ROAD
 AW3161'1009, THENCE ABOUT 2.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 AW3161'ABOUT 0.65 MILE SOUTH ALONG A GRADED DIRT ROAD, ABOUT 300 FEET
 AW3161'NORTHEAST OF A FARMHOUSE, 50 FEET WEST OF THE CENTER LINE OF THE ROAD,
 AW3161'4 1/2 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 15
 AW3161'FEET WEST OF THE SOUTHWEST CORNER OF A SMALL WOODEN BRIDGE, 2 1/2 FEET
 AW3161'NORTHEAST OF A T FENCE CORNER POST, 1 1/2 FEET EAST OF A FENCE, 1.0
 AW3161'FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 AW3161'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1459 ***********************************************************************
 AY1459  DESIGNATION -  K 651
 AY1459  PID         -  AY1459
 AY1459  STATE/COUNTY-  TX/UVALDE
 AY1459  USGS QUAD   -  VANDERPOOL (1969)
 AY1459
 AY1459                         *CURRENT SURVEY CONTROL
 AY1459  ___________________________________________________________________
 AY1459* NAD 83(1986)-  29 37 37.     (N)    099 31 35.     (W)     SCALED    
 AY1459* NAVD 88     -       421.503  (meters)    1382.88   (feet)  ADJUSTED  
 AY1459  ___________________________________________________________________
 AY1459  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 AY1459  DYNAMIC HT  -         420.882 (meters)    1380.84  (feet)  COMP
 AY1459  MODELED GRAV-     979,157.3   (mgal)                       NAVD 88
 AY1459
 AY1459  VERT ORDER  -  SECOND    CLASS 0
 AY1459
 AY1459.The horizontal coordinates were scaled from a topographic map and have
 AY1459.an estimated accuracy of +/- 6 seconds.
 AY1459
 AY1459.The orthometric height was determined by differential leveling
 AY1459.and adjusted by the National Geodetic Survey in June 1991..
 AY1459
 AY1459.The geoid height was determined by GEOID03.
 AY1459
 AY1459.The dynamic height is computed by dividing the NAVD 88
 AY1459.geopotential number by the normal gravity value computed on the
 AY1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1459.degrees latitude (g = 980.6199 gals.).
 AY1459
 AY1459.The modeled gravity was interpolated from observed gravity values.
 AY1459
 AY1459;                    North         East    Units  Estimated Accuracy
 AY1459;SPC TXSC     - 4,198,900.      549,030.      MT  (+/- 180 meters Scaled)
 AY1459
 AY1459                          SUPERSEDED SURVEY CONTROL
 AY1459
 AY1459  NGVD 29 (??/??/92)  421.401  (m)         1382.55   (f) ADJ UNCH    2 0
 AY1459
 AY1459.Superseded values are not recommended for survey control.
 AY1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1459.See file dsdata.txt to determine how the superseded data were derived.
 AY1459
 AY1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT490775(NAD 83)
 AY1459_MARKER: DB = BENCH MARK DISK
 AY1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1459_STAMPING: K 651 1953
 AY1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1459+STABILITY: SURFACE MOTION
 AY1459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1459+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 AY1459
 AY1459  HISTORY     - Date     Condition        Report By
 AY1459  HISTORY     - 1953     MONUMENTED       CGS
 AY1459  HISTORY     - 20050302 GOOD             USPSQD
 AY1459
 AY1459                          STATION DESCRIPTION
 AY1459
 AY1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1459'0.75 MI N FROM UTOPIA.
 AY1459'0.75 MILE NORTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA, 52
 AY1459'FEET NORTHWEST OF THE CENTER LINE OF THE FARM ROAD, AT A CURVE IN THE
 AY1459'FARM ROAD, 53 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST,
 AY1459'95.5 FEET EAST OF A ROW OF POWER POLES, 90.5 FEET SOUTH OF A FENCE,
 AY1459'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AY1459
 AY1459                          STATION RECOVERY (2005)
 AY1459
 AY1459'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1158 ***********************************************************************
 AB1158  DESIGNATION -  K 652
 AB1158  PID         -  AB1158
 AB1158  STATE/COUNTY-  TX/WILLACY
 AB1158  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1158
 AB1158                         *CURRENT SURVEY CONTROL
 AB1158  ___________________________________________________________________
 AB1158* NAD 83(1986)-  26 34 28.     (N)    097 56 23.     (W)     SCALED    
 AB1158* NAVD 88     -        15.945  (meters)      52.31   (feet)  ADJUSTED  
 AB1158  ___________________________________________________________________
 AB1158  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AB1158  DYNAMIC HT  -          15.920 (meters)      52.23  (feet)  COMP
 AB1158  MODELED GRAV-     979,046.3   (mgal)                       NAVD 88
 AB1158
 AB1158  VERT ORDER  -  SECOND    CLASS 0
 AB1158
 AB1158.The horizontal coordinates were scaled from a topographic map and have
 AB1158.an estimated accuracy of +/- 6 seconds.
 AB1158
 AB1158.The orthometric height was determined by differential leveling
 AB1158.and adjusted by the National Geodetic Survey in June 1991..
 AB1158
 AB1158.The geoid height was determined by GEOID03.
 AB1158
 AB1158.The dynamic height is computed by dividing the NAVD 88
 AB1158.geopotential number by the normal gravity value computed on the
 AB1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1158.degrees latitude (g = 980.6199 gals.).
 AB1158
 AB1158.The modeled gravity was interpolated from observed gravity values.
 AB1158
 AB1158;                    North         East    Units  Estimated Accuracy
 AB1158;SPC TX S     - 5,100,700.      355,810.      MT  (+/- 180 meters Scaled)
 AB1158
 AB1158                          SUPERSEDED SURVEY CONTROL
 AB1158
 AB1158  NGVD 29 (??/??/92)   16.034  (m)           52.60   (f) ADJ UNCH    2 0
 AB1158
 AB1158.Superseded values are not recommended for survey control.
 AB1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1158.See file dsdata.txt to determine how the superseded data were derived.
 AB1158
 AB1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ055397(NAD 83)
 AB1158_MARKER: DB = BENCH MARK DISK
 AB1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1158_STAMPING: K 652 1942
 AB1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1158+STABILITY: SURFACE MOTION
 AB1158
 AB1158  HISTORY     - Date     Condition        Report By
 AB1158  HISTORY     - 1942     MONUMENTED       CGS
 AB1158
 AB1158                          STATION DESCRIPTION
 AB1158
 AB1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1158'3.1 MI W FROM LA TORDILLA RANCH.
 AB1158'ABOUT 3.1 MILES WEST ALONG JESUS MARIA ROAD FROM A FENCE CORNER ABOUT
 AB1158'400 FEET SOUTH OF THE RANCH HOUSES AT LA TORDILLA RANCH, WILLACY
 AB1158'COUNTY, 11 FEET NORTH OF THE ROAD, 15 FEET SOUTH OF A LARGE MESQUITE
 AB1158'TREE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH
 AB1158'THE ROAD.  A STANDARD DISK, STAMPED K 652 1942 AND SET IN THE TOP OF A
 AB1158'CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0663 ***********************************************************************
 AB0663  DESIGNATION -  K 653
 AB0663  PID         -  AB0663
 AB0663  STATE/COUNTY-  TX/WILLACY
 AB0663  USGS QUAD   -  LASARA (1970)
 AB0663
 AB0663                         *CURRENT SURVEY CONTROL
 AB0663  ___________________________________________________________________
 AB0663* NAD 83(1986)-  26 29 18.     (N)    097 58 22.     (W)     SCALED    
 AB0663* NAVD 88     -        14.619  (meters)      47.96   (feet)  ADJUSTED  
 AB0663  ___________________________________________________________________
 AB0663  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 AB0663  DYNAMIC HT  -          14.596 (meters)      47.89  (feet)  COMP
 AB0663  MODELED GRAV-     979,040.4   (mgal)                       NAVD 88
 AB0663
 AB0663  VERT ORDER  -  SECOND    CLASS 0
 AB0663
 AB0663.The horizontal coordinates were scaled from a topographic map and have
 AB0663.an estimated accuracy of +/- 6 seconds.
 AB0663
 AB0663.The orthometric height was determined by differential leveling
 AB0663.and adjusted by the National Geodetic Survey in June 1991..
 AB0663
 AB0663.The geoid height was determined by GEOID03.
 AB0663
 AB0663.The dynamic height is computed by dividing the NAVD 88
 AB0663.geopotential number by the normal gravity value computed on the
 AB0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0663.degrees latitude (g = 980.6199 gals.).
 AB0663
 AB0663.The modeled gravity was interpolated from observed gravity values.
 AB0663
 AB0663;                    North         East    Units  Estimated Accuracy
 AB0663;SPC TX S     - 5,091,140.      352,560.      MT  (+/- 180 meters Scaled)
 AB0663
 AB0663                          SUPERSEDED SURVEY CONTROL
 AB0663
 AB0663  NGVD 29 (??/??/92)   14.712  (m)           48.27   (f) ADJ UNCH    2 0
 AB0663
 AB0663.Superseded values are not recommended for survey control.
 AB0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0663.See file dsdata.txt to determine how the superseded data were derived.
 AB0663
 AB0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ023301(NAD 83)
 AB0663_MARKER: DB = BENCH MARK DISK
 AB0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0663_STAMPING: K 653 1942
 AB0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0663+STABILITY: SURFACE MOTION
 AB0663
 AB0663  HISTORY     - Date     Condition        Report By
 AB0663  HISTORY     - 1942     MONUMENTED       CGS
 AB0663  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0663
 AB0663                          STATION DESCRIPTION
 AB0663
 AB0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0663'11.5 MI W FROM RAYMONDVILLE.
 AB0663'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB0663'PROCEED 11.7 (STADIA) MILES WESTERLY ALONG STATE HIGHWAY NO. 186 TO
 AB0663'SITE OF BENCH MARK. BENCH MARK IS 50.0 FEET WEST OF AND ACROSS HIGHWAY
 AB0663'FROM CENTERLINE OF GRADED DIRT ROAD LEADING NORTH, 48.0 FEET SOUTH OF
 AB0663'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, 8.6 FEET
 AB0663'EAST OF TELEPHONE POLE, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER
 AB0663'POST.  MONUMENT PROJECTS 0.5 FOOT.
 AB0663
 AB0663                          STATION RECOVERY (1987)
 AB0663
 AB0663'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0414 ***********************************************************************
 AE0414  DESIGNATION -  K 654
 AE0414  PID         -  AE0414
 AE0414  STATE/COUNTY-  TX/HIDALGO
 AE0414  USGS QUAD   -  HARGILL (1963)
 AE0414
 AE0414                         *CURRENT SURVEY CONTROL
 AE0414  ___________________________________________________________________
 AE0414* NAD 83(1986)-  26 28 42.     (N)    098 00 25.     (W)     SCALED    
 AE0414* NAVD 88     -        18.398  (meters)      60.36   (feet)  ADJUSTED  
 AE0414  ___________________________________________________________________
 AE0414  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AE0414  DYNAMIC HT  -          18.368 (meters)      60.26  (feet)  COMP
 AE0414  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 AE0414
 AE0414  VERT ORDER  -  SECOND    CLASS 0
 AE0414
 AE0414.The horizontal coordinates were scaled from a topographic map and have
 AE0414.an estimated accuracy of +/- 6 seconds.
 AE0414
 AE0414.The orthometric height was determined by differential leveling
 AE0414.and adjusted by the National Geodetic Survey in June 1991..
 AE0414
 AE0414.The geoid height was determined by GEOID03.
 AE0414
 AE0414.The dynamic height is computed by dividing the NAVD 88
 AE0414.geopotential number by the normal gravity value computed on the
 AE0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0414.degrees latitude (g = 980.6199 gals.).
 AE0414
 AE0414.The modeled gravity was interpolated from observed gravity values.
 AE0414
 AE0414;                    North         East    Units  Estimated Accuracy
 AE0414;SPC TX S     - 5,090,020.      349,160.      MT  (+/- 180 meters Scaled)
 AE0414
 AE0414                          SUPERSEDED SURVEY CONTROL
 AE0414
 AE0414  NGVD 29 (??/??/92)   18.497  (m)           60.69   (f) ADJ UNCH    2 0
 AE0414
 AE0414.Superseded values are not recommended for survey control.
 AE0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0414.See file dsdata.txt to determine how the superseded data were derived.
 AE0414
 AE0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ989290(NAD 83)
 AE0414_MARKER: DB = BENCH MARK DISK
 AE0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0414_STAMPING: K 654 1942
 AE0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0414+STABILITY: SURFACE MOTION
 AE0414
 AE0414  HISTORY     - Date     Condition        Report By
 AE0414  HISTORY     - 1942     MONUMENTED       CGS
 AE0414  HISTORY     - 1962     MARK NOT FOUND   NGS
 AE0414
 AE0414                          STATION DESCRIPTION
 AE0414
 AE0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0414'2.5 MI N FROM HARGILL.
 AE0414'TO REACH FROM THE POST OFFICE AT HARGILL.  PROCEED 2.5 MILES NORTHERLY
 AE0414'ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS IN THE
 AE0414'SOUTHEAST CORNER OF A FARM HOUSE YARD AT THE SOUTHWEST CORNER OF
 AE0414'INTERSECTION OF TWO GRADED DIRT ROADS.  48.6 FEET SOUTHEAST OF THE
 AE0414'SOUTHEAST CORNER OF HOUSE, 135.0 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT
 AE0414'ABOVE THE CENTERLINE OF ROADS AT THE INTERSECTION, 6.0 FEET EAST OF A
 AE0414'MESQUITE TREE, AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.
 AE0414'MONUMENT PROJECTS 0.5 FOOT.
 AE0414
 AE0414                          STATION RECOVERY (1962)
 AE0414
 AE0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AE0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0406 ***********************************************************************
 AE0406  DESIGNATION -  K 656
 AE0406  PID         -  AE0406
 AE0406  STATE/COUNTY-  TX/HIDALGO
 AE0406  USGS QUAD   -  DONNA (1983)
 AE0406
 AE0406                         *CURRENT SURVEY CONTROL
 AE0406  ___________________________________________________________________
 AE0406* NAD 83(1986)-  26 14 04.     (N)    098 02 13.     (W)     SCALED    
 AE0406* NAVD 88     -        23.358  (meters)      76.63   (feet)  ADJUSTED  
 AE0406  ___________________________________________________________________
 AE0406  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AE0406  DYNAMIC HT  -          23.319 (meters)      76.51  (feet)  COMP
 AE0406  MODELED GRAV-     978,991.6   (mgal)                       NAVD 88
 AE0406
 AE0406  VERT ORDER  -  SECOND    CLASS 0
 AE0406
 AE0406.The horizontal coordinates were scaled from a topographic map and have
 AE0406.an estimated accuracy of +/- 6 seconds.
 AE0406
 AE0406.The orthometric height was determined by differential leveling
 AE0406.and adjusted by the National Geodetic Survey in June 1991..
 AE0406
 AE0406.The geoid height was determined by GEOID03.
 AE0406
 AE0406.The dynamic height is computed by dividing the NAVD 88
 AE0406.geopotential number by the normal gravity value computed on the
 AE0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0406.degrees latitude (g = 980.6199 gals.).
 AE0406
 AE0406.The modeled gravity was interpolated from observed gravity values.
 AE0406
 AE0406;                    North         East    Units  Estimated Accuracy
 AE0406;SPC TX S     - 5,062,990.      346,270.      MT  (+/- 180 meters Scaled)
 AE0406
 AE0406                          SUPERSEDED SURVEY CONTROL
 AE0406
 AE0406  NGVD 29 (??/??/92)   23.471  (m)           77.00   (f) ADJ UNCH    2 0
 AE0406
 AE0406.Superseded values are not recommended for survey control.
 AE0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0406.See file dsdata.txt to determine how the superseded data were derived.
 AE0406
 AE0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ961020(NAD 83)
 AE0406_MARKER: DB = BENCH MARK DISK
 AE0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0406_STAMPING: K 656 1942
 AE0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0406+STABILITY: SURFACE MOTION
 AE0406
 AE0406  HISTORY     - Date     Condition        Report By
 AE0406  HISTORY     - 1942     MONUMENTED       CGS
 AE0406  HISTORY     - 1954     GOOD             NGS
 AE0406  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AE0406
 AE0406                          STATION DESCRIPTION
 AE0406
 AE0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0406'5.1 MI N FROM DONNA.
 AE0406'TO REACH FROM THE U.S. POST OFFICE AT DONNA-- PROCEED 3.BLOCKS EAST TO
 AE0406'SEVENTH STREET, THENCE NORTHERLY 5.1 MILES ALONG PAVED ROAD LEADING TO
 AE0406'LA BLANCA TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT JUNCTION OF
 AE0406'PAVEMENT AND ROOSEVELT AVE. AND ABOUT 0.5 MILE EAST OF MARRS CITRUS
 AE0406'NURSERY.  IT IS 51.FEET SOUTH OF POWER POLE NUMBERED 3A36, 33.FEET
 AE0406'EAST OF AND ABOUT 0.8 FOOT BELOW THE CENTER LINE OF PAVEMENT, 30.FEET
 AE0406'SOUTH OF THE CENTER LINE OF DIRT ROAD AND 3.FEET SOUTH OF A 4X4-INCH
 AE0406'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT. NOTE-- HIDALGO
 AE0406'COUNTY, ABOUT 4.3 MI SOUTH.
 AE0406
 AE0406                          STATION RECOVERY (1954)
 AE0406
 AE0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AE0406'RECOVERED IN GOOD CONDITION.
 AE0406
 AE0406                          STATION RECOVERY (2004)
 AE0406
 AE0406'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0407 ***********************************************************************
 AE0407  DESIGNATION -  K 656 RESET 1959
 AE0407  PID         -  AE0407
 AE0407  STATE/COUNTY-  TX/HIDALGO
 AE0407  USGS QUAD   -  DONNA (1983)
 AE0407
 AE0407                         *CURRENT SURVEY CONTROL
 AE0407  ___________________________________________________________________
 AE0407* NAD 83(1986)-  26 14 04.     (N)    098 02 12.     (W)     SCALED    
 AE0407* NAVD 88     -        23.33   (meters)      76.5    (feet)  RESET     
 AE0407  ___________________________________________________________________
 AE0407  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AE0407
 AE0407  VERT ORDER  -  THIRD
 AE0407
 AE0407.The horizontal coordinates were scaled from a topographic map and have
 AE0407.an estimated accuracy of +/- 6 seconds.
 AE0407
 AE0407.The orthometric height was computed from unverified reset data.
 AE0407
 AE0407.The geoid height was determined by GEOID03.
 AE0407
 AE0407;                    North         East    Units  Estimated Accuracy
 AE0407;SPC TX S     - 5,062,990.      346,300.      MT  (+/- 180 meters Scaled)
 AE0407
 AE0407                          SUPERSEDED SURVEY CONTROL
 AE0407
 AE0407.No superseded survey control is available for this station.
 AE0407
 AE0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ962020(NAD 83)
 AE0407_MARKER: DB = BENCH MARK DISK
 AE0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0407_STAMPING: K 656 RESET 1959
 AE0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0407+STABILITY: SURFACE MOTION
 AE0407
 AE0407  HISTORY     - Date     Condition        Report By
 AE0407  HISTORY     - 1959     MONUMENTED       TXHD
 AE0407  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AE0407
 AE0407                          STATION DESCRIPTION
 AE0407
 AE0407'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AE0407'5.1 MI N FROM DONNA.
 AE0407'THE MARK IS LOCATED ABOUT 5.1 MILES NORTH ALONG SEVENTH STREET AND THE
 AE0407'PAVED LA BLANCA ROAD FROM A POINT 3 BLOCKS EAST OF THE POST OFFICE AT
 AE0407'DONNA, ABOUT 4.0 MILES SOUTH OF THE CROSSING OF THE TEXAS AND NEW
 AE0407'ORLEANS RAILROAD, ABOUT 0.5 MILE EAST OF THE MARRS CITRUS NURSERY, 30
 AE0407'FEET SOUTH OF THE CENTERLINE OF ROOSEVELT AVENUE, 33 FEET EAST OF THE
 AE0407'CENTERLINE OF THE PAVEMENT, 51 FEET SOUTH OF POWER-TRANSMISSION LINE
 AE0407'POLE 3A36, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 0.8
 AE0407'FOOT LOWER THAN THE PAVEMENT.  IT IS A METAL DISK ON CONCRETE MONUMENT
 AE0407'41 FEET LEFT OF STATION 764+12, F.M. 493, CENTER LINE, 7 FEET EAST OF
 AE0407'ORIGINAL POSITION.
 AE0407
 AE0407                          STATION RECOVERY (2004)
 AE0407
 AE0407'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0726 ***********************************************************************
 AB0726  DESIGNATION -  K 657
 AB0726  PID         -  AB0726
 AB0726  STATE/COUNTY-  TX/HIDALGO
 AB0726  USGS QUAD   -  EDCOUCH (1980)
 AB0726
 AB0726                         *CURRENT SURVEY CONTROL
 AB0726  ___________________________________________________________________
 AB0726* NAD 83(1986)-  26 17 49.     (N)    097 59 07.     (W)     SCALED    
 AB0726* NAVD 88     -        19.673  (meters)      64.54   (feet)  ADJUSTED  
 AB0726  ___________________________________________________________________
 AB0726  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 AB0726  DYNAMIC HT  -          19.641 (meters)      64.44  (feet)  COMP
 AB0726  MODELED GRAV-     979,019.6   (mgal)                       NAVD 88
 AB0726
 AB0726  VERT ORDER  -  SECOND    CLASS 0
 AB0726
 AB0726.The horizontal coordinates were scaled from a topographic map and have
 AB0726.an estimated accuracy of +/- 6 seconds.
 AB0726
 AB0726.The orthometric height was determined by differential leveling
 AB0726.and adjusted by the National Geodetic Survey in June 1991..
 AB0726
 AB0726.The geoid height was determined by GEOID03.
 AB0726
 AB0726.The dynamic height is computed by dividing the NAVD 88
 AB0726.geopotential number by the normal gravity value computed on the
 AB0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0726.degrees latitude (g = 980.6199 gals.).
 AB0726
 AB0726.The modeled gravity was interpolated from observed gravity values.
 AB0726
 AB0726;                    North         East    Units  Estimated Accuracy
 AB0726;SPC TX S     - 5,069,940.      351,400.      MT  (+/- 180 meters Scaled)
 AB0726
 AB0726                          SUPERSEDED SURVEY CONTROL
 AB0726
 AB0726  NGVD 29 (??/??/92)   19.782  (m)           64.90   (f) ADJ UNCH    2 0
 AB0726
 AB0726.Superseded values are not recommended for survey control.
 AB0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0726.See file dsdata.txt to determine how the superseded data were derived.
 AB0726
 AB0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ012089(NAD 83)
 AB0726_MARKER: DB = BENCH MARK DISK
 AB0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0726_STAMPING: K 657 1942
 AB0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0726+STABILITY: SURFACE MOTION
 AB0726
 AB0726  HISTORY     - Date     Condition        Report By
 AB0726  HISTORY     - 1942     MONUMENTED       CGS
 AB0726  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0726  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AB0726
 AB0726                          STATION DESCRIPTION
 AB0726
 AB0726'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0726'1.5 MI W FROM EDCOUCH.
 AB0726'1.5 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AB0726'STATION AT EDCOUCH, HIDALGO COUNTY, ABOUT 75 FEET SOUTH ACROSS THE
 AB0726'TRACK FROM THE THIRD POLE EAST OF MILEPOST 154, ABOUT 100 FEET EAST OF
 AB0726'SOME CATTLE PENS AND A LOADING CHUTE, 43.3 FEET SOUTH OF THE CENTER
 AB0726'LINE OF THE MAIN TRACK, 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AB0726'AND ABOUT 1 FOOT LOWER THAN THE MAIN TRACK.  A STANDARD DISK, STAMPED
 AB0726'DISK, STAMPED K 657 1942 AND SET IN THE TOP OF A CONCRETE POST
 AB0726'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AB0726
 AB0726                          STATION RECOVERY (1992)
 AB0726
 AB0726'RECOVERY NOTE BY US POWER SQUADRON 1992
 AB0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0694 ***********************************************************************
 AB0694  DESIGNATION -  K 658
 AB0694  PID         -  AB0694
 AB0694  STATE/COUNTY-  TX/WILLACY
 AB0694  USGS QUAD   -  SANTA ROSA (1982)
 AB0694
 AB0694                         *CURRENT SURVEY CONTROL
 AB0694  ___________________________________________________________________
 AB0694* NAD 83(1986)-  26 21 30.     (N)    097 51 38.     (W)     SCALED    
 AB0694* NAVD 88     -        12.937  (meters)      42.44   (feet)  ADJUSTED  
 AB0694  ___________________________________________________________________
 AB0694  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AB0694  DYNAMIC HT  -          12.916 (meters)      42.38  (feet)  COMP
 AB0694  MODELED GRAV-     979,036.5   (mgal)                       NAVD 88
 AB0694
 AB0694  VERT ORDER  -  SECOND    CLASS 0
 AB0694
 AB0694.The horizontal coordinates were scaled from a topographic map and have
 AB0694.an estimated accuracy of +/- 6 seconds.
 AB0694
 AB0694.The orthometric height was determined by differential leveling
 AB0694.and adjusted by the National Geodetic Survey in June 1991..
 AB0694
 AB0694.The geoid height was determined by GEOID03.
 AB0694
 AB0694.The dynamic height is computed by dividing the NAVD 88
 AB0694.geopotential number by the normal gravity value computed on the
 AB0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0694.degrees latitude (g = 980.6199 gals.).
 AB0694
 AB0694.The modeled gravity was interpolated from observed gravity values.
 AB0694
 AB0694;                    North         East    Units  Estimated Accuracy
 AB0694;SPC TX S     - 5,076,790.      363,820.      MT  (+/- 180 meters Scaled)
 AB0694
 AB0694                          SUPERSEDED SURVEY CONTROL
 AB0694
 AB0694  NGVD 29 (??/??/92)   13.018  (m)           42.71   (f) ADJ UNCH    2 0
 AB0694
 AB0694.Superseded values are not recommended for survey control.
 AB0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0694.See file dsdata.txt to determine how the superseded data were derived.
 AB0694
 AB0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ136158(NAD 83)
 AB0694_MARKER: DB = BENCH MARK DISK
 AB0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0694_STAMPING: K 658 1942
 AB0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0694+STABILITY: SURFACE MOTION
 AB0694
 AB0694  HISTORY     - Date     Condition        Report By
 AB0694  HISTORY     - 1942     MONUMENTED       CGS
 AB0694  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0694  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0694
 AB0694                          STATION DESCRIPTION
 AB0694
 AB0694'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0694'2.5 MI S FROM LYFORD.
 AB0694'2.5 MILES SOUTH ALONG STATE HIGHWAY 96 FROM THE MISSOURI PACIFIC
 AB0694'RAILROAD STATION AT LYFORD, WILLACY COUNTY, THENCE ABOUT 4.4 MILES
 AB0694'WEST ALONG A GRADED DIRT ROAD, AND THENCE ABOUT 1.0 MILE SOUTH ALONG A
 AB0694'COUNTY-LINE ROAD.  27 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 AB0694'EAST, 37 FEET EAST OF THE MAIN ROAD, AT THE SOUTHWEST CORNER OF A MAIN
 AB0694'ROAD, AT THE SOUTHWEST CORNER OF AN UNCLEARED FIELD, ABOUT 200 FEET
 AB0694'SOUTHEAST OF A SMALL FRAME FARMHOUSE, 16 FEET WEST OF AN R.E.A. POLE,
 AB0694'4 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 AB0694'MAIN ROAD.  A STANDARD DISK, STAMPED K 658 1942 AND SET IN THE TOP OF
 AB0694'A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 AB0694
 AB0694                          STATION RECOVERY (1956)
 AB0694
 AB0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1510 ***********************************************************************
 AW1510  HT_MOD      -  This is a Height Modernization Survey Station.
 AW1510  DESIGNATION -  K 660
 AW1510  PID         -  AW1510
 AW1510  STATE/COUNTY-  TX/CHAMBERS
 AW1510  USGS QUAD   -  MORGANS POINT (1993)
 AW1510
 AW1510                         *CURRENT SURVEY CONTROL
 AW1510  ___________________________________________________________________
 AW1510* NAD 83(1993)-  29 40 40.95859(N)    094 55 27.60071(W)     ADJUSTED  
 AW1510* NAVD 88     -         4.49   (meters)      14.7    (feet)  GPS OBS   
 AW1510  ___________________________________________________________________
 AW1510  X           -    -476,068.510 (meters)                     COMP
 AW1510  Y           -  -5,525,523.733 (meters)                     COMP
 AW1510  Z           -   3,139,405.195 (meters)                     COMP
 AW1510  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AW1510  ELLIP HEIGHT-         -22.66  (meters)          (12/03/01) GPS OBS
 AW1510  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1510
 AW1510  HORZ ORDER  -  FIRST
 AW1510  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1510  ELLP ORDER  -  FOURTH    CLASS II
 AW1510
 AW1510.The horizontal coordinates were established by GPS observations
 AW1510.and adjusted by the National Geodetic Survey in December 2001..
 AW1510
 AW1510.The orthometric height was determined by GPS observations and a
 AW1510.high-resolution geoid model using precise GPS observation and
 AW1510.processing techniques.
 AW1510.The vertical order pertains to the NGVD 29 superseded value.
 AW1510
 AW1510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW1510
 AW1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW1510
 AW1510.The ellipsoidal height was determined by GPS observations
 AW1510.and is referenced to NAD 83.
 AW1510
 AW1510.The geoid height was determined by GEOID03.
 AW1510
 AW1510;                    North         East     Units Scale Factor Converg.
 AW1510;SPC TXSC     - 4,211,316.428   994,382.309   MT  0.99988111   +1 59 48.2
 AW1510;SPC TXSC     -13,816,627.31  3,262,402.63   sFT  0.99988111   +1 59 48.2
 AW1510;UTM  15      - 3,284,659.548   313,788.347   MT  1.00002785   -0 57 11.0
 AW1510
 AW1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW1510!SPC TXSC     -   1.00000356  x   0.99988111  =   0.99988467
 AW1510!UTM  15      -   1.00000356  x   1.00002785  =   1.00003141
 AW1510
 AW1510                          SUPERSEDED SURVEY CONTROL
 AW1510
 AW1510  NGVD 29 (??/??/92)    4.545  (m)           14.91   (f) ADJ UNCH    1 2
 AW1510
 AW1510.Superseded values are not recommended for survey control.
 AW1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1510.See file dsdata.txt to determine how the superseded data were derived.
 AW1510
 AW1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN1378884660(NAD 83)
 AW1510_MARKER: DB = BENCH MARK DISK
 AW1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1510_STAMPING: K 660 1942
 AW1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1510+STABILITY: SURFACE MOTION
 AW1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1510+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW1510
 AW1510  HISTORY     - Date     Condition        Report By
 AW1510  HISTORY     - 1942     MONUMENTED       CGS
 AW1510  HISTORY     - 1973     GOOD             NGS
 AW1510  HISTORY     - 1978     GOOD             NGS
 AW1510  HISTORY     - 1987     GOOD             USPSQD
 AW1510  HISTORY     - 1987     GOOD             USPSQD
 AW1510  HISTORY     - 1987     GOOD             USPSQD
 AW1510  HISTORY     - 1989     GOOD             USPSQD
 AW1510  HISTORY     - 19961014 GOOD             USPSQD
 AW1510  HISTORY     - 20010331 GOOD             NGS
 AW1510  HISTORY     - 20040204 GOOD             USPSQD
 AW1510  HISTORY     - 20050206 GOOD             USPSQD
 AW1510
 AW1510                          STATION DESCRIPTION
 AW1510
 AW1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1510'5.2 MI SE FROM BAYTOWN.
 AW1510'ABOUT 1 BLOCK SOUTH ALONG N. GAILLARD ST. FROM POST OFFICE AT BAYTOWN,
 AW1510'THENCE 1.05 MILES EAST ALONG EAST TEXAS AVE., THENCE 4.15 MILES
 AW1510'SOUTHEAST ALONG TRI-CITY BEACH RD., ABOUT 0.2 MILE EAST OF THE EAST
 AW1510'END OF A DRAW BRIDGE OVER CEDAR BAYOU, AT THE TOP OF A SMALL HILL, 44
 AW1510'FEET NORTH OF THE CENTER LINE OF THE ROAD, 62 FEET WEST OF THE CENTER
 AW1510'LINE OF A PRIVATE DRIVE, 10 FEET EAST OF THE CENTER LINE OF A PASTURE
 AW1510'GATE, 3.4 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A FENCE, 1 FOOT
 AW1510'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 AW1510'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AW1510
 AW1510                          STATION RECOVERY (1978)
 AW1510
 AW1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1510'RECOVERED IN GOOD CONDITION.
 AW1510
 AW1510                          STATION RECOVERY (1987)
 AW1510
 AW1510'RECOVERY NOTE BY US POWER SQUADRON 1987 (RSM)
 AW1510'RECOVERED IN GOOD CONDITION.
 AW1510
 AW1510                          STATION RECOVERY (1987)
 AW1510
 AW1510'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 AW1510'RECOVERED IN GOOD CONDITION.
 AW1510
 AW1510                          STATION RECOVERY (1987)
 AW1510
 AW1510'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1510'RECOVERED IN GOOD CONDITION.
 AW1510
 AW1510                          STATION RECOVERY (1989)
 AW1510
 AW1510'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1510'RECOVERED IN GOOD CONDITION.
 AW1510
 AW1510                          STATION RECOVERY (1996)
 AW1510
 AW1510'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1510'RECOVERED IN GOOD CONDITION.
 AW1510
 AW1510                          STATION RECOVERY (2001)
 AW1510
 AW1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1510'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1510
 AW1510                          STATION RECOVERY (2004)
 AW1510
 AW1510'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1510'RECOVERED IN GOOD CONDITION.
 AW1510
 AW1510                          STATION RECOVERY (2005)
 AW1510
 AW1510'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0498 ***********************************************************************
 BL0498  DESIGNATION -  K 661
 BL0498  PID         -  BL0498
 BL0498  STATE/COUNTY-  TX/LIBERTY
 BL0498  USGS QUAD   -  DAYTON (1984)
 BL0498
 BL0498                         *CURRENT SURVEY CONTROL
 BL0498  ___________________________________________________________________
 BL0498* NAD 83(1986)-  30 02 47.     (N)    094 57 20.     (W)     SCALED    
 BL0498* NAVD 88     -        24.03   (+/-2cm)      78.8    (feet)  VERTCON   
 BL0498  ___________________________________________________________________
 BL0498  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0498
 BL0498  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0498
 BL0498.The horizontal coordinates were scaled from a topographic map and have
 BL0498.an estimated accuracy of +/- 6 seconds.
 BL0498
 BL0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0498.The vertical order pertains to the NGVD 29 superseded value.
 BL0498
 BL0498.The geoid height was determined by GEOID03.
 BL0498
 BL0498;                    North         East    Units  Estimated Accuracy
 BL0498;SPC TX C     - 3,054,630.    1,218,450.      MT  (+/- 180 meters Scaled)
 BL0498
 BL0498                          SUPERSEDED SURVEY CONTROL
 BL0498
 BL0498  NGVD 29 (??/??/92)   24.031  (m)           78.84   (f) ADJ UNCH    2 0
 BL0498
 BL0498.Superseded values are not recommended for survey control.
 BL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0498.See file dsdata.txt to determine how the superseded data were derived.
 BL0498
 BL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP114255(NAD 83)
 BL0498_MARKER: DB = BENCH MARK DISK
 BL0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0498_STAMPING: K 661 1942
 BL0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0498+STABILITY: SURFACE MOTION
 BL0498
 BL0498  HISTORY     - Date     Condition        Report By
 BL0498  HISTORY     - 1942     MONUMENTED       CGS
 BL0498  HISTORY     - 1954     GOOD             NGS
 BL0498  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0498  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0498  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL0498  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL0498
 BL0498                          STATION DESCRIPTION
 BL0498
 BL0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0498'3.8 MI W FROM DAYTON.
 BL0498'3.8 MILES WEST ALONG FARM ROAD 1008 FROM ITS INTERSECTION WITH STATE
 BL0498'HIGHWAY 321 AT DAYTON, 0.1 MILE WEST OF A HOUSE, 54 FEET NORTH OF THE
 BL0498'CENTER LINE OF THE FARM ROAD, 3 FEET NORTHWEST OF POWER POLE 718, 1
 BL0498'FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0498'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BL0498
 BL0498                          STATION RECOVERY (1977)
 BL0498
 BL0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0498'MARK NOT FOUND.
 BL0498
 BL0498                          STATION RECOVERY (1978)
 BL0498
 BL0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0498'NOT RECOVERED.
 BL0498
 BL0498                          STATION RECOVERY (1996)
 BL0498
 BL0498'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0498'MARK NOT FOUND.
 BL0498
 BL0498                          STATION RECOVERY (2004)
 BL0498
 BL0498'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3412 ***********************************************************************
 AW3412  DESIGNATION -  K 662
 AW3412  PID         -  AW3412
 AW3412  STATE/COUNTY-  TX/HARRIS
 AW3412  USGS QUAD   -  HARMASTON (1982)
 AW3412
 AW3412                         *CURRENT SURVEY CONTROL
 AW3412  ___________________________________________________________________
 AW3412* NAD 83(1986)-  29 58 08.     (N)    095 10 05.     (W)     SCALED    
 AW3412* NAVD 88     -        21.84   (+/-2cm)      71.7    (feet)  VERTCON   
 AW3412  ___________________________________________________________________
 AW3412  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AW3412
 AW3412  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3412
 AW3412.The horizontal coordinates were scaled from a topographic map and have
 AW3412.an estimated accuracy of +/- 6 seconds.
 AW3412
 AW3412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3412.The vertical order pertains to the NGVD 29 superseded value.
 AW3412
 AW3412.The geoid height was determined by GEOID03.
 AW3412
 AW3412;                    North         East    Units  Estimated Accuracy
 AW3412;SPC TXSC     - 4,242,740.      969,750.      MT  (+/- 180 meters Scaled)
 AW3412
 AW3412                          SUPERSEDED SURVEY CONTROL
 AW3412
 AW3412  NGVD 29 (??/??/92)   21.841  (m)           71.66   (f) ADJ UNCH    2 0
 AW3412
 AW3412.Superseded values are not recommended for survey control.
 AW3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3412.See file dsdata.txt to determine how the superseded data were derived.
 AW3412
 AW3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP908173(NAD 83)
 AW3412_MARKER: DB = BENCH MARK DISK
 AW3412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3412_SP_SET: FOUNDATION
 AW3412_STAMPING: K 662 1942
 AW3412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3412
 AW3412  HISTORY     - Date     Condition        Report By
 AW3412  HISTORY     - 1942     MONUMENTED       CGS
 AW3412  HISTORY     - 1954     MARK NOT FOUND   NGS
 AW3412
 AW3412                          STATION DESCRIPTION
 AW3412
 AW3412'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3412'6.6 MI SW FROM HUFFMAN.
 AW3412'TO REACH FROM THE BEAUMONT SOUR LAKE AND WESTERN RAILROAD STATION AT
 AW3412'HUFFMAN--PROCEED 6.6 MILES SOUTHWESTERLY ALONG THE RAILROAD TO SITE OF
 AW3412'BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTHEAST OF MILEPOST 392,
 AW3412'AND ABOUT 100.0 FEET SOUTHWEST OF THE SOUTHWEST END OF A SIDING AT
 AW3412'HARMASTON.  IT IS 7.6 FEET NORTHWEST OF AND ABOUT 1.5 FEET ABOVE THE
 AW3412'NORTHWEST RAIL OF TRACK, 2.1 FEET ABOVE THE GROUND AND SET
 AW3412'HORIZONTALLY IN THE EAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL
 AW3412'TOWER NO. 3921.
 AW3412
 AW3412                          STATION RECOVERY (1954)
 AW3412
 AW3412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AW3412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3069 ***********************************************************************
 AW3069  DESIGNATION -  K 663
 AW3069  PID         -  AW3069
 AW3069  STATE/COUNTY-  TX/LIBERTY
 AW3069  USGS QUAD   -  SHILOH (1993)
 AW3069
 AW3069                         *CURRENT SURVEY CONTROL
 AW3069  ___________________________________________________________________
 AW3069* NAD 83(1986)-  29 58 31.     (N)    094 44 04.     (W)     SCALED    
 AW3069* NAVD 88     -         5.66   (+/-2cm)      18.6    (feet)  VERTCON   
 AW3069  ___________________________________________________________________
 AW3069  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW3069
 AW3069  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3069
 AW3069.The horizontal coordinates were scaled from a topographic map and have
 AW3069.an estimated accuracy of +/- 6 seconds.
 AW3069
 AW3069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3069.The vertical order pertains to the NGVD 29 superseded value.
 AW3069
 AW3069.The geoid height was determined by GEOID03.
 AW3069
 AW3069;                    North         East    Units  Estimated Accuracy
 AW3069;SPC TX C     - 3,047,810.    1,240,140.      MT  (+/- 180 meters Scaled)
 AW3069
 AW3069                          SUPERSEDED SURVEY CONTROL
 AW3069
 AW3069  NGVD 29 (??/??/92)    5.661  (m)           18.57   (f) ADJ UNCH    1 2
 AW3069
 AW3069.Superseded values are not recommended for survey control.
 AW3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3069.See file dsdata.txt to determine how the superseded data were derived.
 AW3069
 AW3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP326173(NAD 83)
 AW3069_MARKER: DB = BENCH MARK DISK
 AW3069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3069_SP_SET: CULVERT
 AW3069_STAMPING: K 663 1942
 AW3069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3069+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2004
 AW3069
 AW3069  HISTORY     - Date     Condition        Report By
 AW3069  HISTORY     - 1942     MONUMENTED       CGS
 AW3069  HISTORY     - 1959     GOOD             NGS
 AW3069  HISTORY     - 20040407 GOOD             USPSQD
 AW3069
 AW3069                          STATION DESCRIPTION
 AW3069
 AW3069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3069'8.0 MI SE FROM LIBERTY.
 AW3069'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3069'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 7.2 MILES SOUTHEAST
 AW3069'ALONG FARM ROAD 563, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 AW3069'197 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD LEADING
 AW3069'SOUTHWEST, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL
 AW3069'OF A 4-CHANNEL CONCRETE CULVERT, AND ABOUT LEVEL WITH THE ROAD.
 AW3069
 AW3069                          STATION RECOVERY (2004)
 AW3069
 AW3069'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW3069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7036 ***********************************************************************
 AW7036  DESIGNATION -  K 663 RESET
 AW7036  PID         -  AW7036
 AW7036  STATE/COUNTY-  TX/LIBERTY
 AW7036  USGS QUAD   -  SHILOH (1993)
 AW7036
 AW7036                         *CURRENT SURVEY CONTROL
 AW7036  ___________________________________________________________________
 AW7036* NAD 83(1986)-  29 58 31.     (N)    094 44 04.     (W)     SCALED    
 AW7036* NAVD 88     -         5.33   (+/-2cm)      17.5    (feet)  VERTCON   
 AW7036  ___________________________________________________________________
 AW7036  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW7036
 AW7036  VERT ORDER  -  THIRD (See Below)
 AW7036
 AW7036.The horizontal coordinates were scaled from a topographic map and have
 AW7036.an estimated accuracy of +/- 6 seconds.
 AW7036
 AW7036.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7036.The vertical order pertains to the NGVD 29 superseded value.
 AW7036
 AW7036.The geoid height was determined by GEOID03.
 AW7036
 AW7036;                    North         East    Units  Estimated Accuracy
 AW7036;SPC TX C     - 3,047,810.    1,240,140.      MT  (+/- 180 meters Scaled)
 AW7036
 AW7036                          SUPERSEDED SURVEY CONTROL
 AW7036
 AW7036  NGVD 29 (01/29/03)    5.34   (m)           17.5    (f) RESET       3  
 AW7036
 AW7036.Superseded values are not recommended for survey control.
 AW7036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7036.See file dsdata.txt to determine how the superseded data were derived.
 AW7036
 AW7036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP326173(NAD 83)
 AW7036_MARKER: DB = BENCH MARK DISK
 AW7036_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW7036_SP_SET: CULVERT
 AW7036_STAMPING: K 663 RESET 1980
 AW7036_MARK LOGO: NGS   
 AW7036_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7036+STABILITY: SURFACE MOTION
 AW7036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW7036+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 AW7036
 AW7036  HISTORY     - Date     Condition        Report By
 AW7036  HISTORY     - 1980     MONUMENTED       TXHD
 AW7036  HISTORY     - 20040407 GOOD             USPSQD
 AW7036  HISTORY     - 20050515 GOOD             USPSQD
 AW7036
 AW7036                          STATION DESCRIPTION
 AW7036
 AW7036'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1980
 AW7036'ABOUT 0.8 MI (1.3 KM) EAST OF U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW7036'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 7.2 MI (11.6 KM)
 AW7036'SOUTHEAST ALONG FARM ROAD 563, 26.0 FT (7.9 M) SOUTHEAST OF THE CENTER
 AW7036'LINE OF THE ROAD, 197.0 FT (60.0 M) SOUTHEAST OF THE  CENTER LINE OF
 AW7036'A DIRT ROAD LEADING SOUTHWEST.
 AW7036
 AW7036                          STATION RECOVERY (2004)
 AW7036
 AW7036'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW7036'RECOVERED IN GOOD CONDITION.
 AW7036
 AW7036                          STATION RECOVERY (2005)
 AW7036
 AW7036'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW7036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0708 ***********************************************************************
 AW0708  DESIGNATION -  K 664
 AW0708  PID         -  AW0708
 AW0708  STATE/COUNTY-  TX/HARRIS
 AW0708  USGS QUAD   -  CROSBY (1982)
 AW0708
 AW0708                         *CURRENT SURVEY CONTROL
 AW0708  ___________________________________________________________________
 AW0708* NAD 83(1986)-  29 56 22.     (N)    095 01 48.     (W)     SCALED    
 AW0708* NAVD 88     -        16.776  (meters)      55.04   (feet)  ADJUSTED  
 AW0708  ___________________________________________________________________
 AW0708  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AW0708  DYNAMIC HT  -          16.753 (meters)      54.96  (feet)  COMP
 AW0708  MODELED GRAV-     979,302.5   (mgal)                       NAVD 88
 AW0708
 AW0708  VERT ORDER  -  FIRST     CLASS II
 AW0708
 AW0708.The horizontal coordinates were scaled from a topographic map and have
 AW0708.an estimated accuracy of +/- 6 seconds.
 AW0708
 AW0708.The orthometric height was determined by differential leveling
 AW0708.and adjusted by the National Geodetic Survey in June 1991..
 AW0708
 AW0708.The geoid height was determined by GEOID03.
 AW0708
 AW0708.The dynamic height is computed by dividing the NAVD 88
 AW0708.geopotential number by the normal gravity value computed on the
 AW0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0708.degrees latitude (g = 980.6199 gals.).
 AW0708
 AW0708.The modeled gravity was interpolated from observed gravity values.
 AW0708
 AW0708;                    North         East    Units  Estimated Accuracy
 AW0708;SPC TXSC     - 4,239,920.      983,180.      MT  (+/- 180 meters Scaled)
 AW0708
 AW0708                          SUPERSEDED SURVEY CONTROL
 AW0708
 AW0708  NGVD 29 (12/23/87)   16.775  (m)           55.04   (f) ADJUSTED    1 2
 AW0708
 AW0708.Superseded values are not recommended for survey control.
 AW0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0708.See file dsdata.txt to determine how the superseded data were derived.
 AW0708
 AW0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP040138(NAD 83)
 AW0708_MARKER: DB = BENCH MARK DISK
 AW0708_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0708+WITH SETTING: PAVEMENT
 AW0708_SP_SET: SEMAPHORE BASE
 AW0708_STAMPING: K 664 1942
 AW0708_MARK LOGO: CGS   
 AW0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0708+STABILITY: SURFACE MOTION
 AW0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0708+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AW0708
 AW0708  HISTORY     - Date     Condition        Report By
 AW0708  HISTORY     - 1942     MONUMENTED       CGS
 AW0708  HISTORY     - 1972     GOOD             NGS
 AW0708  HISTORY     - 1978     GOOD             NGS
 AW0708  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0708  HISTORY     - 1987     GOOD             NGS
 AW0708  HISTORY     - 1990     GOOD             USPSQD
 AW0708  HISTORY     - 19941213 GOOD             USPSQD
 AW0708  HISTORY     - 20040317 GOOD             USPSQD
 AW0708
 AW0708                          STATION DESCRIPTION
 AW0708
 AW0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0708'3.1 MI NE FROM CROSBY.
 AW0708'ABOUT 3.1 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW0708'CROSSING OF MAIN STREET, ABOUT 0.1 MILE SOUTHWEST OF MILE POST NO.
 AW0708'338, SET IN THE TOP OF AN ABANDONED SEMAPHORE BASE, 119 1/2 FEET
 AW0708'NORTHWEST OF AND ACROSS THE RAILROAD FROM HIGHWAY 90, 8.2 FEET
 AW0708'NORTHWEST OF THE NORTHWEST RAIL AND ABOUT 1/2-FOOT BELOW THE LEVEL OF
 AW0708'THE RAIL.
 AW0708
 AW0708                          STATION RECOVERY (1978)
 AW0708
 AW0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0708'RECOVERED IN GOOD CONDITION.
 AW0708
 AW0708                          STATION RECOVERY (1987)
 AW0708
 AW0708'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0708'MARK NOT FOUND.
 AW0708
 AW0708                          STATION RECOVERY (1987)
 AW0708
 AW0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0708'RECOVERED IN GOOD CONDITION.
 AW0708
 AW0708                          STATION RECOVERY (1990)
 AW0708
 AW0708'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW0708'RECOVERED IN GOOD CONDITION.
 AW0708
 AW0708                          STATION RECOVERY (1994)
 AW0708
 AW0708'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0708'RECOVERED IN GOOD CONDITION.
 AW0708
 AW0708                          STATION RECOVERY (2004)
 AW0708
 AW0708'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2894 ***********************************************************************
 AW2894  DESIGNATION -  K 665
 AW2894  PID         -  AW2894
 AW2894  STATE/COUNTY-  TX/CHAMBERS
 AW2894  USGS QUAD   -  COVE (1993)
 AW2894
 AW2894                         *CURRENT SURVEY CONTROL
 AW2894  ___________________________________________________________________
 AW2894* NAD 83(1986)-  29 51 43.     (N)    094 49 05.     (W)     SCALED    
 AW2894* NAVD 88     -        10.23   (+/-2cm)      33.6    (feet)  VERTCON   
 AW2894  ___________________________________________________________________
 AW2894  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW2894
 AW2894  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2894
 AW2894.The horizontal coordinates were scaled from a topographic map and have
 AW2894.an estimated accuracy of +/- 6 seconds.
 AW2894
 AW2894.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2894.The vertical order pertains to the NGVD 29 superseded value.
 AW2894
 AW2894.The geoid height was determined by GEOID03.
 AW2894
 AW2894;                    North         East    Units  Estimated Accuracy
 AW2894;SPC TXSC     - 4,232,050.    1,003,930.      MT  (+/- 180 meters Scaled)
 AW2894
 AW2894                          SUPERSEDED SURVEY CONTROL
 AW2894
 AW2894  NGVD 29 (??/??/92)   10.227  (m)           33.55   (f) ADJ UNCH    2 0
 AW2894
 AW2894.Superseded values are not recommended for survey control.
 AW2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2894.See file dsdata.txt to determine how the superseded data were derived.
 AW2894
 AW2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP243048(NAD 83)
 AW2894_MARKER: DB = BENCH MARK DISK
 AW2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2894_STAMPING: K-665 1942
 AW2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2894+STABILITY: SURFACE MOTION
 AW2894
 AW2894  HISTORY     - Date     Condition        Report By
 AW2894  HISTORY     - 1942     MONUMENTED       CGS
 AW2894  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2894  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2894  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2894  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2894  HISTORY     - 20031231 MARK NOT FOUND   USPSQD
 AW2894  HISTORY     - 20050206 MARK NOT FOUND   USPSQD
 AW2894
 AW2894                          STATION DESCRIPTION
 AW2894
 AW2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW2894'2.9 MI NE FROM COVE.
 AW2894'TO REACH FROM THE SCHOOL BUILDING AT COVE, PROCEED 2.9 MILES NORTHERLY
 AW2894'TO A SMALL HOUSE ON THE NORTHEAST SIDE OF THE ROAD AND A LANE ROAD
 AW2894'LEADING SOUTHWEST AND TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AW2894'109.0 FEET WEST OF THE NORTHWEST CORNER OF A SMALL HOUSE.  IT IS ABOUT
 AW2894'28.8 FEET SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF ROAD, ABOUT
 AW2894'17.6 FEET SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF A LANE LEADING
 AW2894'SOUTHWEST AND 10.4 FEET SOUTHEAST OF A FENCE CORNER, ABOUT 1.5 FEET
 AW2894'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  MONUMENT IS 2.0 FEET NORTHWEST
 AW2894'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT.
 AW2894
 AW2894                          STATION RECOVERY (1953)
 AW2894
 AW2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2894'MARK NOT FOUND.
 AW2894
 AW2894                          STATION RECOVERY (1990)
 AW2894
 AW2894'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2894'MARK NOT FOUND.
 AW2894
 AW2894                          STATION RECOVERY (1997)
 AW2894
 AW2894'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2894'MARK NOT FOUND.
 AW2894
 AW2894                          STATION RECOVERY (2001)
 AW2894
 AW2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2894'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2894
 AW2894                          STATION RECOVERY (2003)
 AW2894
 AW2894'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW2894'MARK NOT FOUND.
 AW2894
 AW2894                          STATION RECOVERY (2005)
 AW2894
 AW2894'RECOVERY NOTE BY US POWER SQUADRON 2005 (BT)
 AW2894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3410 ***********************************************************************
 AW3410  DESIGNATION -  K 666
 AW3410  PID         -  AW3410
 AW3410  STATE/COUNTY-  TX/HARRIS
 AW3410  USGS QUAD   -  HARMASTON (1982)
 AW3410
 AW3410                         *CURRENT SURVEY CONTROL
 AW3410  ___________________________________________________________________
 AW3410* NAD 83(1986)-  29 56 57.     (N)    095 11 19.     (W)     SCALED    
 AW3410* NAVD 88     -        19.32   (+/-2cm)      63.4    (feet)  VERTCON   
 AW3410  ___________________________________________________________________
 AW3410  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW3410
 AW3410  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3410
 AW3410.The horizontal coordinates were scaled from a topographic map and have
 AW3410.an estimated accuracy of +/- 6 seconds.
 AW3410
 AW3410.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3410.The vertical order pertains to the NGVD 29 superseded value.
 AW3410
 AW3410.The geoid height was determined by GEOID03.
 AW3410
 AW3410;                    North         East    Units  Estimated Accuracy
 AW3410;SPC TXSC     - 4,240,490.      967,840.      MT  (+/- 180 meters Scaled)
 AW3410
 AW3410                          SUPERSEDED SURVEY CONTROL
 AW3410
 AW3410  NGVD 29 (??/??/92)   19.316  (m)           63.37   (f) ADJ UNCH    2 0
 AW3410
 AW3410.Superseded values are not recommended for survey control.
 AW3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3410.See file dsdata.txt to determine how the superseded data were derived.
 AW3410
 AW3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP887151(NAD 83)
 AW3410_MARKER: DB = BENCH MARK DISK
 AW3410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW3410_SP_SET: FOUNDATION
 AW3410_STAMPING: K 666 1942
 AW3410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3410
 AW3410  HISTORY     - Date     Condition        Report By
 AW3410  HISTORY     - 1942     MONUMENTED       CGS
 AW3410  HISTORY     - 1954     MARK NOT FOUND   NGS
 AW3410
 AW3410                          STATION DESCRIPTION
 AW3410
 AW3410'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3410'8.4 MI SW FROM HUFFMAN.
 AW3410'TO REACH FROM THE BEAUMONT SOUR LAKE AND WESTERN RAILROAD STATION AT
 AW3410'HUFFMAN--PROCEED 8.4 MILES SOUTHWESTERLY ALONG THE RAILROAD TO SITE OF
 AW3410'BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE NORTHEAST OF MILEPOST 390,
 AW3410'AND ABOUT 0.15 MILE SOUTHWEST OF RAILROAD BRIDGE NO. 390.5.  IT IS 7.2
 AW3410'FEET SOUTHEAST OF AND ABOUT 0.7 FOOT ABOVE THE SOUTHEAST RAIL OF
 AW3410'TRACK, AND SET VERTICALLY IN THE NORTHWEST SIDE OF THE CONCRETE
 AW3410'FOUNDATION OF SIGNAL TOWER NO. 3902.
 AW3410
 AW3410                          STATION RECOVERY (1954)
 AW3410
 AW3410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AW3410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0857 ***********************************************************************
 AW0857  DESIGNATION -  K 667 RESET 1958
 AW0857  PID         -  AW0857
 AW0857  STATE/COUNTY-  TX/HARRIS
 AW0857  USGS QUAD   -  HUMBLE (1995)
 AW0857
 AW0857                         *CURRENT SURVEY CONTROL
 AW0857  ___________________________________________________________________
 AW0857* NAD 83(1986)-  29 56 20.     (N)    095 16 36.     (W)     SCALED    
 AW0857* NAVD 88     -        21.76   (+/-2cm)      71.4    (feet)  VERTCON   
 AW0857  ___________________________________________________________________
 AW0857  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AW0857
 AW0857  VERT ORDER  -  THIRD (See Below)
 AW0857
 AW0857.The horizontal coordinates were scaled from a topographic map and have
 AW0857.an estimated accuracy of +/- 6 seconds.
 AW0857
 AW0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0857.The vertical order pertains to the NGVD 29 superseded value.
 AW0857
 AW0857.The geoid height was determined by GEOID03.
 AW0857
 AW0857;                    North         East    Units  Estimated Accuracy
 AW0857;SPC TXSC     - 4,239,080.      959,380.      MT  (+/- 180 meters Scaled)
 AW0857
 AW0857                          SUPERSEDED SURVEY CONTROL
 AW0857
 AW0857  NGVD 29 (01/29/03)   21.76   (m)           71.4    (f) RESET       3  
 AW0857
 AW0857.Superseded values are not recommended for survey control.
 AW0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0857.See file dsdata.txt to determine how the superseded data were derived.
 AW0857
 AW0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP802141(NAD 83)
 AW0857_MARKER: DB = BENCH MARK DISK
 AW0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0857_STAMPING: K 667 RESET 1958
 AW0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0857+STABILITY: SURFACE MOTION
 AW0857
 AW0857  HISTORY     - Date     Condition        Report By
 AW0857  HISTORY     - 1958     MONUMENTED       LOCENG
 AW0857  HISTORY     - 1967     MARK NOT FOUND   USGS
 AW0857  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0857
 AW0857                          STATION DESCRIPTION
 AW0857
 AW0857'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 AW0857'5.3 MI E FROM ALDINE.
 AW0857'0.20 MILE SOUTH ALONG FARM ROAD 525 FROM THE OLD HIGH SCHOOL AT
 AW0857'ALDINE, THENCE 3.35 MILES EAST ALONG FARM ROAD 525, THENCE 0.4 MILE
 AW0857'EAST ALONG ALDINE-BENDER ROAD, THENCE 0.8 MILE NORTHEAST ALONG OLD
 AW0857'HUMBLE ROAD, THENCE 0.55 EAST ALONG NORTH BELT DRIVE.  112 FEET EAST
 AW0857'OF A PRIVATE DRIVEWAY LEADING NORTH, 1.2 FEET SOUTH OF THE NORTH
 AW0857'RIGHT-OF-WAY FENCE OF NORTH BELT DRIVE, AND SET IN THE TOP OF A
 AW0857'CONCRETE POST PROJECTING 0.5 FEET.
 AW0857
 AW0857                          STATION RECOVERY (1967)
 AW0857
 AW0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AW0857'MARK NOT FOUND.
 AW0857
 AW0857                          STATION RECOVERY (1978)
 AW0857
 AW0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0857'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3377 ***********************************************************************
 AW3377  DESIGNATION -  K 668
 AW3377  PID         -  AW3377
 AW3377  STATE/COUNTY-  TX/FORT BEND
 AW3377  USGS QUAD   -  ALMEDA (1995)
 AW3377
 AW3377                         *CURRENT SURVEY CONTROL
 AW3377  ___________________________________________________________________
 AW3377* NAD 83(1986)-  29 30 47.     (N)    095 27 31.     (W)     SCALED    
 AW3377* NAVD 88     -        21.40   (+/-2cm)      70.2    (feet)  VERTCON   
 AW3377  ___________________________________________________________________
 AW3377  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3377
 AW3377  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3377
 AW3377.The horizontal coordinates were scaled from a topographic map and have
 AW3377.an estimated accuracy of +/- 6 seconds.
 AW3377
 AW3377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3377.The vertical order pertains to the NGVD 29 superseded value.
 AW3377
 AW3377.The geoid height was determined by GEOID03.
 AW3377
 AW3377;                    North         East    Units  Estimated Accuracy
 AW3377;SPC TXSC     - 4,191,360.      943,250.      MT  (+/- 180 meters Scaled)
 AW3377
 AW3377                          SUPERSEDED SURVEY CONTROL
 AW3377
 AW3377  NGVD 29 (??/??/92)   21.399  (m)           70.21   (f) ADJ UNCH    2 0
 AW3377
 AW3377.Superseded values are not recommended for survey control.
 AW3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3377.See file dsdata.txt to determine how the superseded data were derived.
 AW3377
 AW3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN616673(NAD 83)
 AW3377_MARKER: DB = BENCH MARK DISK
 AW3377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3377_SP_SET: CULVERT
 AW3377_STAMPING: K 668 1942
 AW3377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3377
 AW3377  HISTORY     - Date     Condition        Report By
 AW3377  HISTORY     - 1942     MONUMENTED       CGS
 AW3377  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW3377
 AW3377                          STATION DESCRIPTION
 AW3377
 AW3377'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3377'0.4 MI N FROM ARCOLA.
 AW3377'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 6 AND NO. 288 AT
 AW3377'ARCOLA-- PROCEED 0.4 MILE NORTHERLY ALONG STATE HIGHWAY NO. 288 TO
 AW3377'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 90.0 FEET SOUTH OF A DIRT
 AW3377'SIDE ROAD INTERSECTION LEADING WEST, AND ABOUT 19.0 FEET NORTH OF
 AW3377'POWER POLE NO. 19.  IT IS 18.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE
 AW3377'THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE NORTH END OF
 AW3377'THE EAST HEADWALL OF A LARGE CONCRETE CULVERT.
 AW3377
 AW3377                          STATION RECOVERY (1994)
 AW3377
 AW3377'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW3377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2034 ***********************************************************************
 AW2034  DESIGNATION -  K 668 RESET
 AW2034  PID         -  AW2034
 AW2034  STATE/COUNTY-  TX/FORT BEND
 AW2034  USGS QUAD   -  ALMEDA (1995)
 AW2034
 AW2034                         *CURRENT SURVEY CONTROL
 AW2034  ___________________________________________________________________
 AW2034* NAD 83(1986)-  29 30 47.     (N)    095 27 34.     (W)     SCALED    
 AW2034* NAVD 88     -        19.914  (meters)      65.33   (feet)  ADJUSTED  
 AW2034  ___________________________________________________________________
 AW2034  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2034  DYNAMIC HT  -          19.887 (meters)      65.25  (feet)  COMP
 AW2034  MODELED GRAV-     979,266.5   (mgal)                       NAVD 88
 AW2034  OBS GRAVITY -     979,266.4   (mgal)                       GRAV_OBS
 AW2034
 AW2034  VERT ORDER  -  FIRST     CLASS II
 AW2034
 AW2034.The horizontal coordinates were scaled from a topographic map and have
 AW2034.an estimated accuracy of +/- 6 seconds.
 AW2034
 AW2034.The orthometric height was determined by differential leveling
 AW2034.and adjusted by the National Geodetic Survey in June 1991..
 AW2034
 AW2034.The geoid height was determined by GEOID03.
 AW2034
 AW2034.The dynamic height is computed by dividing the NAVD 88
 AW2034.geopotential number by the normal gravity value computed on the
 AW2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2034.degrees latitude (g = 980.6199 gals.).
 AW2034
 AW2034.The modeled gravity was interpolated from observed gravity values.
 AW2034.The observed gravity was obtained from relative gravimeter ties
 AW2034.to the IGSN71 gravity network.
 AW2034
 AW2034;                    North         East    Units  Estimated Accuracy
 AW2034;SPC TXSC     - 4,191,350.      943,170.      MT  (+/- 180 meters Scaled)
 AW2034
 AW2034                          SUPERSEDED SURVEY CONTROL
 AW2034
 AW2034  NGVD 29 (12/23/87)   19.910  (m)           65.32   (f) ADJUSTED    1 2
 AW2034
 AW2034.Superseded values are not recommended for survey control.
 AW2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2034.See file dsdata.txt to determine how the superseded data were derived.
 AW2034
 AW2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN616673(NAD 83)
 AW2034_MARKER: DB = BENCH MARK DISK
 AW2034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2034_SP_SET: HEADWALL
 AW2034_STAMPING: K 668 RESET 1949
 AW2034_MARK LOGO: TXHD  
 AW2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2034+STABILITY: SURFACE MOTION
 AW2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2034+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2034
 AW2034  HISTORY     - Date     Condition        Report By
 AW2034  HISTORY     - 1949     MONUMENTED       TXHD
 AW2034  HISTORY     - 1973     GOOD             NGS
 AW2034  HISTORY     - 1978     GOOD             NGS
 AW2034  HISTORY     - 1987     GOOD             USPSQD
 AW2034  HISTORY     - 1987     GOOD             NGS
 AW2034  HISTORY     - 1988     GOOD             USPSQD
 AW2034  HISTORY     - 19900805 GOOD             USPSQD
 AW2034  HISTORY     - 19901208 GOOD             USPSQD
 AW2034  HISTORY     - 19941022 POOR             USPSQD
 AW2034  HISTORY     - 19991120 GOOD             USPSQD
 AW2034  HISTORY     - 20040216 GOOD             USPSQD
 AW2034  HISTORY     - 20050217 GOOD             USPSQD
 AW2034
 AW2034                          STATION DESCRIPTION
 AW2034
 AW2034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2034'0.4 MI N FROM ARCOLA.
 AW2034'0.4 MILE NORTH ALONG STATE HIGHWAY 288 FROM THE INTERSECTION OF STATE
 AW2034'HIGHWAY 6 AT ARCOLA, AT THE SOUTHWEST CORNER OF THE JUNCTION OF DAVIS
 AW2034'ROAD WEST, IN THE TOP AND 1.0 FOOT NORTH OF THE SOUTH END OF THE WEST
 AW2034'CONCRETE HEADWALL OF A LARGE CULVERT, 55 FEET WEST OF THE CENTER LINE
 AW2034'OF THE HIGHWAY, 108 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND
 AW2034'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THE STAMPING WAS IN ERROR PAGE
 AW2034'52 LINE 110 OF LITHO LIST 290951, DATED FEBRUARY 1970, WHICH SHOWS THE
 AW2034'MARK AS BEING STAMPED K 668 RESET 1948.
 AW2034
 AW2034                          STATION RECOVERY (1978)
 AW2034
 AW2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2034'RECOVERED IN GOOD CONDITION.
 AW2034
 AW2034                          STATION RECOVERY (1987)
 AW2034
 AW2034'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2034'RECOVERED IN GOOD CONDITION.
 AW2034
 AW2034                          STATION RECOVERY (1987)
 AW2034
 AW2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2034'RECOVERED IN GOOD CONDITION.
 AW2034
 AW2034                          STATION RECOVERY (1988)
 AW2034
 AW2034'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2034'RECOVERED IN GOOD CONDITION.
 AW2034
 AW2034                          STATION RECOVERY (1990)
 AW2034
 AW2034'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW2034'RECOVERED IN GOOD CONDITION.
 AW2034
 AW2034                          STATION RECOVERY (1990)
 AW2034
 AW2034'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2034'RECOVERED IN GOOD CONDITION.
 AW2034
 AW2034                          STATION RECOVERY (1994)
 AW2034
 AW2034'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2034'MARK RECOVERED IN POOR CONDITION.
 AW2034
 AW2034                          STATION RECOVERY (1999)
 AW2034
 AW2034'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2034'RECOVERED IN GOOD CONDITION.
 AW2034
 AW2034                          STATION RECOVERY (2004)
 AW2034
 AW2034'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2034'GO TO N 29 30 47.2  W 095 27 32.8
 AW2034
 AW2034                          STATION RECOVERY (2005)
 AW2034
 AW2034'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3333 ***********************************************************************
 AW3333  DESIGNATION -  K 669
 AW3333  PID         -  AW3333
 AW3333  STATE/COUNTY-  TX/HARRIS
 AW3333  USGS QUAD   -  BELLAIRE (1995)
 AW3333
 AW3333                         *CURRENT SURVEY CONTROL
 AW3333  ___________________________________________________________________
 AW3333* NAD 83(1986)-  29 43 03.     (N)    095 27 59.     (W)     SCALED    
 AW3333* NAVD 88     -        18.63   (+/-2cm)      61.1    (feet)  VERTCON   
 AW3333  ___________________________________________________________________
 AW3333  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AW3333
 AW3333  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3333
 AW3333.The horizontal coordinates were scaled from a topographic map and have
 AW3333.an estimated accuracy of +/- 6 seconds.
 AW3333
 AW3333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3333.The vertical order pertains to the NGVD 29 superseded value.
 AW3333
 AW3333.The geoid height was determined by GEOID03.
 AW3333
 AW3333;                    North         East    Units  Estimated Accuracy
 AW3333;SPC TXSC     - 4,213,980.      941,820.      MT  (+/- 180 meters Scaled)
 AW3333
 AW3333                          SUPERSEDED SURVEY CONTROL
 AW3333
 AW3333  NGVD 29 (??/??/92)   18.621  (m)           61.09   (f) ADJ UNCH    1 2
 AW3333
 AW3333.Superseded values are not recommended for survey control.
 AW3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3333.See file dsdata.txt to determine how the superseded data were derived.
 AW3333
 AW3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN614900(NAD 83)
 AW3333_MARKER: DB = BENCH MARK DISK
 AW3333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3333_SP_SET: CULVERT
 AW3333_STAMPING: K 669 1942
 AW3333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3333
 AW3333  HISTORY     - Date     Condition        Report By
 AW3333  HISTORY     - 1942     MONUMENTED       CGS
 AW3333  HISTORY     - 1964     GOOD             NGS
 AW3333  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3333  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW3333
 AW3333                          STATION DESCRIPTION
 AW3333
 AW3333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3333'0.95 MI N FROM BELLAIRE.
 AW3333'ABOUT 0.25 MILE EAST ALONG CEDAR STREET FROM THE POST OFFICE AT
 AW3333'BELLAIRE, THENCE 0.7 MILE NORTH ALONG RICE AVENUE, 27 FEET EAST OF THE
 AW3333'CENTER LINE OF THE AVENUE, SET IN THE TOP OF THE EAST END OF THE SOUTH
 AW3333'CONCRETE HEAD WALL OF A CULVERT UNDER THE ENTRANCE ROAD TO THE TEXACO
 AW3333'RESEARCH LABORATORY BUILDINGS, 345 FEET SOUTH OF THE CENTER OF THE
 AW3333'INTERSECTION OF GULFTON STREET, 10 FEET SOUTH OF THE CENTER OF AN
 AW3333'ENTRANCE GATE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE AVENUE.
 AW3333
 AW3333                          STATION RECOVERY (1973)
 AW3333
 AW3333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3333'MARK NOT FOUND.
 AW3333
 AW3333                          STATION RECOVERY (1993)
 AW3333
 AW3333'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2065 ***********************************************************************
 BY2065  DESIGNATION -  K 67
 BY2065  PID         -  BY2065
 BY2065  STATE/COUNTY-  TX/ANDERSON
 BY2065  USGS QUAD   -  NORTHWEST PALESTINE (1982)
 BY2065
 BY2065                         *CURRENT SURVEY CONTROL
 BY2065  ___________________________________________________________________
 BY2065* NAD 83(1986)-  31 45 44.     (N)    095 37 53.     (W)     SCALED    
 BY2065* NAVD 88     -       147.844  (meters)     485.05   (feet)  ADJUSTED  
 BY2065  ___________________________________________________________________
 BY2065  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2065  DYNAMIC HT  -         147.664 (meters)     484.46  (feet)  COMP
 BY2065  MODELED GRAV-     979,420.1   (mgal)                       NAVD 88
 BY2065
 BY2065  VERT ORDER  -  FIRST     CLASS II
 BY2065
 BY2065.The horizontal coordinates were scaled from a topographic map and have
 BY2065.an estimated accuracy of +/- 6 seconds.
 BY2065
 BY2065.The orthometric height was determined by differential leveling
 BY2065.and adjusted by the National Geodetic Survey in June 1991..
 BY2065
 BY2065.The geoid height was determined by GEOID03.
 BY2065
 BY2065.The dynamic height is computed by dividing the NAVD 88
 BY2065.geopotential number by the normal gravity value computed on the
 BY2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2065.degrees latitude (g = 980.6199 gals.).
 BY2065
 BY2065.The modeled gravity was interpolated from observed gravity values.
 BY2065
 BY2065;                    North         East    Units  Estimated Accuracy
 BY2065;SPC TX C     - 3,241,720.    1,145,300.      MT  (+/- 180 meters Scaled)
 BY2065
 BY2065                          SUPERSEDED SURVEY CONTROL
 BY2065
 BY2065  NGVD 29 (??/??/92)  147.815  (m)          484.96   (f) ADJ UNCH    1 2
 BY2065
 BY2065.Superseded values are not recommended for survey control.
 BY2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2065.See file dsdata.txt to determine how the superseded data were derived.
 BY2065
 BY2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR507170(NAD 83)
 BY2065_MARKER: DB = BENCH MARK DISK
 BY2065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY2065_SP_SET: BALUSTRADE
 BY2065_STAMPING: K 67 1919 ELEV 484.943
 BY2065_MARK LOGO: CGS   
 BY2065_MAGNETIC: N = NO MAGNETIC MATERIAL
 BY2065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2065+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1997
 BY2065
 BY2065  HISTORY     - Date     Condition        Report By
 BY2065  HISTORY     - 1929     MONUMENTED       CGS
 BY2065  HISTORY     - 1960     GOOD             NGS
 BY2065  HISTORY     - 1980     GOOD             NGS
 BY2065  HISTORY     - 1990     GOOD             USPSQD
 BY2065  HISTORY     - 19971016 GOOD             NGS
 BY2065  HISTORY     - 20020824 GOOD             USPSQD
 BY2065
 BY2065                          STATION DESCRIPTION
 BY2065
 BY2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2065'IN PALESTINE.
 BY2065'2 BLOCKS EAST ALONG WEST SPRING STREET FROM THE MISSOURI PACIFIC
 BY2065'RAILROAD STATION AT PALESTINE, THENCE 0.1 MILE NORTH ALONG NORTH
 BY2065'SYCAMORE STREET, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE WEST
 BY2065'CURB OF THE SOUTH ENTRANCE TO THE PALESTINE POST OFFICE, 10 1/2 FEET
 BY2065'WEST OF THE CENTER LINE OF THE ENTRANCE, 11 FEET SOUTH OF THE SOUTH
 BY2065'FACE OF THE POST OFFICE, 72 FEET NORTHEAST OF THE CENTER OF THE
 BY2065'INTERSECTION OF NORTH SYCAMORE STREET AND WEST OAK STREET, 49 FEET
 BY2065'EAST OF THE EAST CURB OF NORTH SYCAMORE STREET, 13 FEET NORTH OF THE
 BY2065'NORTH CURB OF WEST OAK STREET, AND ABOUT 3 FEET ABOVE THE SIDEWALK.
 BY2065
 BY2065                          STATION RECOVERY (1980)
 BY2065
 BY2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2065'IN PALESTINE, AT THE INTERSECTION OF NORTH SYCAMORE AND WEST OAK
 BY2065'STREETS, IN TOP OF THE WEST GRANITE STEP BANNISTER AT THE SOUTH
 BY2065'ENTRANCE OF THE FEDERAL BUILDING (FORMERLY THE PALESTINE POST OFFICE),
 BY2065'3.2 M. (10.6 FT.) WEST OF THE CENTER OF THE BUILDING ENTRANCE, 3.4 M.
 BY2065'(11.0 FT.) SOUTH OF THE SOUTH FACE OF THE BUILDING, 14.9 M. (49.0 FT.)
 BY2065'EAST OF THE EAST CURB OF NORTH SYCAMORE STREET, 4.0 M. (13.0 FT.)
 BY2065'NORTH OF THE NORTH CURB OF WEST OAK STREET.  NOTE-1960 RECOVERY NOTE
 BY2065'SHOWS AN INCORRECT STAMPING.
 BY2065'THE MARK IS 0.9 M ABOVE THE SIDEWALK.
 BY2065
 BY2065                          STATION RECOVERY (1990)
 BY2065
 BY2065'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BY2065'RECOVERED IN GOOD CONDITION.
 BY2065
 BY2065                          STATION RECOVERY (1997)
 BY2065
 BY2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 BY2065'IN PALESTINE, AT THE INTERSECTION OF NORTH SYCAMORE AND EAST OAK
 BY2065'STREETS, IN THE WEST BALUSTRADE AT THE BASE OF THE STEPS LEADING TO
 BY2065'THE SOUTH ENTRANCE OF THE FEDERAL BUILDING, 21.9 M (71.9 FT) EAST OF
 BY2065'THE CENTER OF NORTH SYCAMORE STREET, 11.4 M (37.4 FT) NORTH OF THE
 BY2065'CENTER OF EAST OAK STREET, 3.3 M (10.8 FT) SOUTH OF THE SOUTH FACE OF
 BY2065'THE BUILDING, 3.1 M (10.2 FT) WEST OF THE EXTENDED CENTER OF THE
 BY2065'ENTRANCE, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF EAST OAK STREET.
 BY2065'NOTE--THERE IS A 2 STAMPED OVER THE 1 IN THE 2ND 1 OF THE DATE.
 BY2065
 BY2065                          STATION RECOVERY (2002)
 BY2065
 BY2065'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1031 ***********************************************************************
 AB1031  DESIGNATION -  K 670
 AB1031  PID         -  AB1031
 AB1031  STATE/COUNTY-  TX/KENEDY
 AB1031  USGS QUAD   -  ROSITA LAKE (1975)
 AB1031
 AB1031                         *CURRENT SURVEY CONTROL
 AB1031  ___________________________________________________________________
 AB1031* NAD 83(1986)-  26 44 34.     (N)    097 40 02.     (W)     SCALED    
 AB1031* NAVD 88     -         2.687  (meters)       8.82   (feet)  ADJUSTED  
 AB1031  ___________________________________________________________________
 AB1031  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AB1031  DYNAMIC HT  -           2.682 (meters)       8.80  (feet)  COMP
 AB1031  MODELED GRAV-     979,072.1   (mgal)                       NAVD 88
 AB1031
 AB1031  VERT ORDER  -  SECOND    CLASS 0
 AB1031
 AB1031.The horizontal coordinates were scaled from a topographic map and have
 AB1031.an estimated accuracy of +/- 6 seconds.
 AB1031
 AB1031.The orthometric height was determined by differential leveling
 AB1031.and adjusted by the National Geodetic Survey in June 1991..
 AB1031
 AB1031.The geoid height was determined by GEOID03.
 AB1031
 AB1031.The dynamic height is computed by dividing the NAVD 88
 AB1031.geopotential number by the normal gravity value computed on the
 AB1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1031.degrees latitude (g = 980.6199 gals.).
 AB1031
 AB1031.The modeled gravity was interpolated from observed gravity values.
 AB1031
 AB1031;                    North         East    Units  Estimated Accuracy
 AB1031;SPC TX S     - 5,119,500.      382,840.      MT  (+/- 180 meters Scaled)
 AB1031
 AB1031                          SUPERSEDED SURVEY CONTROL
 AB1031
 AB1031  NGVD 29 (??/??/92)    2.768  (m)            9.08   (f) ADJ UNCH    2 0
 AB1031
 AB1031.Superseded values are not recommended for survey control.
 AB1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1031.See file dsdata.txt to determine how the superseded data were derived.
 AB1031
 AB1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ325586(NAD 83)
 AB1031_MARKER: DB = BENCH MARK DISK
 AB1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1031_STAMPING: K 670 1942
 AB1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1031+STABILITY: SURFACE MOTION
 AB1031
 AB1031  HISTORY     - Date     Condition        Report By
 AB1031  HISTORY     - 1942     MONUMENTED       CGS
 AB1031  HISTORY     - 1956     GOOD             USGS
 AB1031
 AB1031                          STATION DESCRIPTION
 AB1031
 AB1031'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1031'3.0 MI SE FROM NORIAS RANCH.
 AB1031'1.1 MILE SOUTHEAST FROM NORIAS RANCH ALONG HARD SURFACED ROAD TO A
 AB1031'GATE, 0.7 MILE THRU GATE TO TRACK ROAD S., 0.9 MILE ALONG TRACK ROAD,
 AB1031'AT THE SOUTH SIDE OF INTERMITTENT POND, SOUTH OF SOUTH EDGE OF THE
 AB1031'POND, ABOUT 1000 FEET EAST OF WHERE ROAD CROSSES BOTTOM.  A STANDARD
 AB1031'DISK, STAMPED K 670 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0501 ***********************************************************************
 AB0501  DESIGNATION -  K 671 RESET 1964
 AB0501  PID         -  AB0501
 AB0501  STATE/COUNTY-  TX/WILLACY
 AB0501  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0501
 AB0501                         *CURRENT SURVEY CONTROL
 AB0501  ___________________________________________________________________
 AB0501* NAD 83(1986)-  26 28 50.     (N)    097 38 29.     (W)     SCALED    
 AB0501* NAVD 88     -         5.91   (meters)      19.4    (feet)  RESET     
 AB0501  ___________________________________________________________________
 AB0501  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 AB0501
 AB0501  VERT ORDER  -  THIRD
 AB0501
 AB0501.The horizontal coordinates were scaled from a topographic map and have
 AB0501.an estimated accuracy of +/- 6 seconds.
 AB0501
 AB0501.The orthometric height was computed from unverified reset data.
 AB0501
 AB0501.The geoid height was determined by GEOID03.
 AB0501
 AB0501;                    North         East    Units  Estimated Accuracy
 AB0501;SPC TX S     - 5,090,460.      385,600.      MT  (+/- 180 meters Scaled)
 AB0501
 AB0501                          SUPERSEDED SURVEY CONTROL
 AB0501
 AB0501.No superseded survey control is available for this station.
 AB0501
 AB0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ354296(NAD 83)
 AB0501_MARKER: DB = BENCH MARK DISK
 AB0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0501_SP_SET: CULVERT
 AB0501_STAMPING: K 671 RESET 1964
 AB0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0501
 AB0501  HISTORY     - Date     Condition        Report By
 AB0501  HISTORY     - 1964     MONUMENTED       CGS
 AB0501  HISTORY     - 1988     GOOD             USPSQD
 AB0501  HISTORY     - 1988     GOOD             USPSQD
 AB0501
 AB0501                          STATION DESCRIPTION
 AB0501
 AB0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AB0501'9.0 MI E FROM RAYMONDVILLE.
 AB0501'ABOUT 9.0 MILES EAST ALONG STATE HIGHWAY 186 FROM THE JUNCTION OF U.S.
 AB0501'HIGHWAY 77 AND STATE HIGHWAY 186, IN RAYMONDVILLE. 23.4 FEET SOUTH OF
 AB0501'THE CENTER LINE OF HIGHWAY, AT THE JUNCTION OF THE ROAD LEADING TO SAN
 AB0501'PERLITA, ABOAUT 200 FEET WEST OF THE WEST END OF A CURVE, AT TEXAS
 AB0501'HIGHWAY DEPARTMENT BASE LINE STATION 462 + 00. AT A CONCRETE CULVERT
 AB0501'AND IN THE TOP OF THE SOUTH HEADWALL.  A STANDARD DISK STAMPED K 671
 AB0501'RESET 1964.
 AB0501
 AB0501                          STATION RECOVERY (1988)
 AB0501
 AB0501'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEC)
 AB0501'RECOVERED IN GOOD CONDITION.
 AB0501
 AB0501                          STATION RECOVERY (1988)
 AB0501
 AB0501'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1067 ***********************************************************************
 AB1067  DESIGNATION -  K 672
 AB1067  PID         -  AB1067
 AB1067  STATE/COUNTY-  TX/KENEDY
 AB1067  USGS QUAD   -  LOS AMIGOS WINDMILL (1975)
 AB1067
 AB1067                         *CURRENT SURVEY CONTROL
 AB1067  ___________________________________________________________________
 AB1067* NAD 83(1986)-  26 47 56.     (N)    097 34 28.     (W)     SCALED    
 AB1067* NAVD 88     -         4.987  (meters)      16.36   (feet)  ADJUSTED  
 AB1067  ___________________________________________________________________
 AB1067  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AB1067  DYNAMIC HT  -           4.979 (meters)      16.34  (feet)  COMP
 AB1067  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 AB1067
 AB1067  VERT ORDER  -  SECOND    CLASS 0
 AB1067
 AB1067.The horizontal coordinates were scaled from a topographic map and have
 AB1067.an estimated accuracy of +/- 6 seconds.
 AB1067
 AB1067.The orthometric height was determined by differential leveling
 AB1067.and adjusted by the National Geodetic Survey in June 1991..
 AB1067
 AB1067.The geoid height was determined by GEOID03.
 AB1067
 AB1067.The dynamic height is computed by dividing the NAVD 88
 AB1067.geopotential number by the normal gravity value computed on the
 AB1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1067.degrees latitude (g = 980.6199 gals.).
 AB1067
 AB1067.The modeled gravity was interpolated from observed gravity values.
 AB1067
 AB1067;                    North         East    Units  Estimated Accuracy
 AB1067;SPC TX S     - 5,125,780.      392,020.      MT  (+/- 180 meters Scaled)
 AB1067
 AB1067                          SUPERSEDED SURVEY CONTROL
 AB1067
 AB1067  NGVD 29 (??/??/92)    5.070  (m)           16.63   (f) ADJ UNCH    2 0
 AB1067
 AB1067.Superseded values are not recommended for survey control.
 AB1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1067.See file dsdata.txt to determine how the superseded data were derived.
 AB1067
 AB1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ416649(NAD 83)
 AB1067_MARKER: DB = BENCH MARK DISK
 AB1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1067_STAMPING: K 672 1942
 AB1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1067+STABILITY: SURFACE MOTION
 AB1067
 AB1067  HISTORY     - Date     Condition        Report By
 AB1067  HISTORY     - 1942     MONUMENTED       CGS
 AB1067  HISTORY     - 1950     GOOD             NGS
 AB1067
 AB1067                          STATION DESCRIPTION
 AB1067
 AB1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1067'10.6 MI NE FROM NORIAS RANCH.
 AB1067'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1067'TRACK ROAD AND GO 1.4 MILES TO A GATE AND FORK IN ROAD, PASS THROUGH
 AB1067'GATE AND TAKE LEFT FORK (ROAD TO SANTA CRUZ WINDMILL), CONTINUE
 AB1067'NORTHEASTERLY 8.1 MILES TO A LARGE ROUND CONCRETE WATER TANK, PASS
 AB1067'TANK AND CONTINUE NORTHEASTERLY 1.1 MILES TO SITE OF BENCH MARK. BENCH
 AB1067'MARK IS ON TOP OF AN OPEN SANDY RIDGE, 12.0 FEET NORTH OF AND ABOUT
 AB1067'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, AND 3.0 FEET WEST OF
 AB1067'A 4 BY 4 INCH WOODEN MARKER POST.
 AB1067
 AB1067                          STATION RECOVERY (1950)
 AB1067
 AB1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1071 ***********************************************************************
 AB1071  DESIGNATION -  K 673
 AB1071  PID         -  AB1071
 AB1071  STATE/COUNTY-  TX/KENEDY
 AB1071  USGS QUAD   -  SAN PERLITA NORTH (1975)
 AB1071
 AB1071                         *CURRENT SURVEY CONTROL
 AB1071  ___________________________________________________________________
 AB1071* NAD 83(1986)-  26 35 54.     (N)    097 44 16.     (W)     SCALED    
 AB1071* NAVD 88     -         9.373  (meters)      30.75   (feet)  ADJUSTED  
 AB1071  ___________________________________________________________________
 AB1071  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 AB1071  DYNAMIC HT  -           9.358 (meters)      30.70  (feet)  COMP
 AB1071  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 AB1071
 AB1071  VERT ORDER  -  SECOND    CLASS 0
 AB1071
 AB1071.The horizontal coordinates were scaled from a topographic map and have
 AB1071.an estimated accuracy of +/- 6 seconds.
 AB1071
 AB1071.The orthometric height was determined by differential leveling
 AB1071.and adjusted by the National Geodetic Survey in June 1991..
 AB1071
 AB1071.The geoid height was determined by GEOID03.
 AB1071
 AB1071.The dynamic height is computed by dividing the NAVD 88
 AB1071.geopotential number by the normal gravity value computed on the
 AB1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1071.degrees latitude (g = 980.6199 gals.).
 AB1071
 AB1071.The modeled gravity was interpolated from observed gravity values.
 AB1071
 AB1071;                    North         East    Units  Estimated Accuracy
 AB1071;SPC TX S     - 5,103,450.      375,920.      MT  (+/- 180 meters Scaled)
 AB1071
 AB1071                          SUPERSEDED SURVEY CONTROL
 AB1071
 AB1071  NGVD 29 (??/??/92)    9.442  (m)           30.98   (f) ADJ UNCH    2 0
 AB1071
 AB1071.Superseded values are not recommended for survey control.
 AB1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1071.See file dsdata.txt to determine how the superseded data were derived.
 AB1071
 AB1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ256425(NAD 83)
 AB1071_MARKER: DB = BENCH MARK DISK
 AB1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1071_STAMPING: K 673 1942
 AB1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1071+STABILITY: SURFACE MOTION
 AB1071
 AB1071  HISTORY     - Date     Condition        Report By
 AB1071  HISTORY     - 1942     MONUMENTED       CGS
 AB1071
 AB1071                          STATION DESCRIPTION
 AB1071
 AB1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1071'9.7 MI NE FROM RAYMONDVILLE.
 AB1071'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB1071'PROCEED NORTHERLY ON STATE HIGHWAY NO. 96, GO 7.9 MILES TO THE
 AB1071'KENEDY-WILLACY COUNTY LINE, TURN EAST (RIGHT) ONTO TRAIL ALONG THE
 AB1071'NORTH SIDE OF THE COUNTY LINE FENCE AND GO 1.8 MILES TO SITE OF BENCH
 AB1071'MARK.  BENCH MARK IS ABOUT 0.1 MILE WEST OF THE INTERSECTION OF A
 AB1071'NORTH-SOUTH FENCE, 3.0 FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST
 AB1071'AND 1.5 FEET NORTH OF THE COUNTY LINE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0529 ***********************************************************************
 AB0529  DESIGNATION -  K 674 RESET 1950
 AB0529  PID         -  AB0529
 AB0529  STATE/COUNTY-  TX/WILLACY
 AB0529  USGS QUAD   -  WILLAMAR SW (1983)
 AB0529
 AB0529                         *CURRENT SURVEY CONTROL
 AB0529  ___________________________________________________________________
 AB0529* NAD 83(1986)-  26 21 26.     (N)    097 41 39.     (W)     SCALED    
 AB0529* NAVD 88     -         9.028  (meters)      29.62   (feet)  ADJUSTED  
 AB0529  ___________________________________________________________________
 AB0529  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AB0529  DYNAMIC HT  -           9.014 (meters)      29.57  (feet)  COMP
 AB0529  MODELED GRAV-     979,046.1   (mgal)                       NAVD 88
 AB0529
 AB0529  VERT ORDER  -  FIRST     CLASS II
 AB0529
 AB0529.The horizontal coordinates were scaled from a topographic map and have
 AB0529.an estimated accuracy of +/- 6 seconds.
 AB0529
 AB0529.The orthometric height was determined by differential leveling
 AB0529.and adjusted by the National Geodetic Survey in June 1991..
 AB0529
 AB0529.The geoid height was determined by GEOID03.
 AB0529
 AB0529.The dynamic height is computed by dividing the NAVD 88
 AB0529.geopotential number by the normal gravity value computed on the
 AB0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0529.degrees latitude (g = 980.6199 gals.).
 AB0529
 AB0529.The modeled gravity was interpolated from observed gravity values.
 AB0529
 AB0529;                    North         East    Units  Estimated Accuracy
 AB0529;SPC TX S     - 5,076,770.      380,430.      MT  (+/- 180 meters Scaled)
 AB0529
 AB0529                          SUPERSEDED SURVEY CONTROL
 AB0529
 AB0529  NGVD 29 (??/??/92)    9.099  (m)           29.85   (f) ADJ UNCH    1 2
 AB0529
 AB0529.Superseded values are not recommended for survey control.
 AB0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0529.See file dsdata.txt to determine how the superseded data were derived.
 AB0529
 AB0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ302159(NAD 83)
 AB0529_MARKER: DB = BENCH MARK DISK
 AB0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0529_STAMPING: K 674 1942 RESET 1950
 AB0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0529+STABILITY: SURFACE MOTION
 AB0529
 AB0529  HISTORY     - Date     Condition        Report By
 AB0529  HISTORY     - 1950     MONUMENTED       CGS
 AB0529  HISTORY     - 1951     GOOD             NGS
 AB0529  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0529
 AB0529                          STATION DESCRIPTION
 AB0529
 AB0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0529'6.8 MI NE FROM SEBASTIAN.
 AB0529'0.9 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0529'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 5.9 MILES EAST ALONG
 AB0529'FARM ROAD 1018, 200 FEET SOUTH OF AND ACROSS THE ROAD FROM A
 AB0529'FARMHOUSE, ON THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY, 36 FEET
 AB0529'SOUTH OF THE CENTER LINE OF THE ROAD, 50 FEET EAST OF THE CENTER LINE
 AB0529'OF A ROAD LEADING SOUTH THROUGH A FIELD, 1 FOOT NORTH OF A FENCE, 1.6
 AB0529'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AB0529'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AB0529
 AB0529                          STATION RECOVERY (1987)
 AB0529
 AB0529'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0627 ***********************************************************************
 AB0627  DESIGNATION -  K 675
 AB0627  PID         -  AB0627
 AB0627  STATE/COUNTY-  TX/CAMERON
 AB0627  USGS QUAD   -  PASO REAL (1980)
 AB0627
 AB0627                         *CURRENT SURVEY CONTROL
 AB0627  ___________________________________________________________________
 AB0627* NAD 83(1986)-  26 15 19.     (N)    097 31 42.     (W)     SCALED    
 AB0627* NAVD 88     -         3.478  (meters)      11.41   (feet)  ADJUSTED  
 AB0627  ___________________________________________________________________
 AB0627  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AB0627  DYNAMIC HT  -           3.473 (meters)      11.39  (feet)  COMP
 AB0627  MODELED GRAV-     979,051.6   (mgal)                       NAVD 88
 AB0627
 AB0627  VERT ORDER  -  SECOND    CLASS 0
 AB0627
 AB0627.The horizontal coordinates were scaled from a topographic map and have
 AB0627.an estimated accuracy of +/- 6 seconds.
 AB0627
 AB0627.The orthometric height was determined by differential leveling
 AB0627.and adjusted by the National Geodetic Survey in June 1991..
 AB0627
 AB0627.The geoid height was determined by GEOID03.
 AB0627
 AB0627.The dynamic height is computed by dividing the NAVD 88
 AB0627.geopotential number by the normal gravity value computed on the
 AB0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0627.degrees latitude (g = 980.6199 gals.).
 AB0627
 AB0627.The modeled gravity was interpolated from observed gravity values.
 AB0627
 AB0627;                    North         East    Units  Estimated Accuracy
 AB0627;SPC TX S     - 5,065,590.      397,070.      MT  (+/- 180 meters Scaled)
 AB0627
 AB0627                          SUPERSEDED SURVEY CONTROL
 AB0627
 AB0627  NGVD 29 (??/??/92)    3.580  (m)           11.75   (f) ADJ UNCH    2 0
 AB0627
 AB0627.Superseded values are not recommended for survey control.
 AB0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0627.See file dsdata.txt to determine how the superseded data were derived.
 AB0627
 AB0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ469047(NAD 83)
 AB0627_MARKER: DB = BENCH MARK DISK
 AB0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0627_STAMPING: K 675 1942
 AB0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0627+STABILITY: SURFACE MOTION
 AB0627
 AB0627  HISTORY     - Date     Condition        Report By
 AB0627  HISTORY     - 1942     MONUMENTED       CGS
 AB0627
 AB0627                          STATION DESCRIPTION
 AB0627
 AB0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0627'5.0 MI NE FROM RIO HONDO.
 AB0627'TO REACH FROM THE HIGH SCHOOL AT RIO HONDO, PROCEED EASTERLY ON STATE
 AB0627'HIGHWAY NUMBER 345, GO 0.9 MILE TO A CROSSROAD, CONTINUE EASTERLY ON
 AB0627'PAVED ROAD, GO 2.1 MILES.  TURN NORTHERLY (LEFT) AND GO 2.0 MILES TO A
 AB0627'SMALL PIPE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS 64 FEET
 AB0627'NORTH OF THE CULVERT.  24 FEET EAST OF AND ABOUT THE SAME ELEVATION AS
 AB0627'THE CENTERLINE OF THE ROAD.  3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN
 AB0627'MARKER POST.  AND 1.0 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0628 ***********************************************************************
 AB0628  DESIGNATION -  K 675 RESET 1947
 AB0628  PID         -  AB0628
 AB0628  STATE/COUNTY-  TX/CAMERON
 AB0628  USGS QUAD   -  PASO REAL (1980)
 AB0628
 AB0628                         *CURRENT SURVEY CONTROL
 AB0628  ___________________________________________________________________
 AB0628* NAD 83(1986)-  26 15 19.     (N)    097 31 42.     (W)     SCALED    
 AB0628* NAVD 88     -         3.48   (meters)      11.4    (feet)  RESET     
 AB0628  ___________________________________________________________________
 AB0628  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 AB0628
 AB0628  VERT ORDER  -  THIRD
 AB0628
 AB0628.The horizontal coordinates were scaled from a topographic map and have
 AB0628.an estimated accuracy of +/- 6 seconds.
 AB0628
 AB0628.The orthometric height was computed from unverified reset data.
 AB0628
 AB0628.The geoid height was determined by GEOID03.
 AB0628
 AB0628;                    North         East    Units  Estimated Accuracy
 AB0628;SPC TX S     - 5,065,590.      397,070.      MT  (+/- 180 meters Scaled)
 AB0628
 AB0628                          SUPERSEDED SURVEY CONTROL
 AB0628
 AB0628.No superseded survey control is available for this station.
 AB0628
 AB0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ469047(NAD 83)
 AB0628_MARKER: DB = BENCH MARK DISK
 AB0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0628_STAMPING: K 675 1947
 AB0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0628+STABILITY: SURFACE MOTION
 AB0628
 AB0628  HISTORY     - Date     Condition        Report By
 AB0628  HISTORY     - 1947     MONUMENTED       TXHD
 AB0628  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0628  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0628
 AB0628                          STATION DESCRIPTION
 AB0628
 AB0628'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1947
 AB0628'5.0 MI NE FROM RIO HONDO.
 AB0628'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0628'HONDO, CAMERON COUNTY, 2.1 MILES EAST ALONG A PAVED ROAD, 2 MILES
 AB0628'NORTH ALONG FARM-TO-MARKET HIGHWAY 106.  64 FEET NORTH OF A SMALL PIPE
 AB0628'CULVERT, 52 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET FROM A
 AB0628'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 AB0628'DISK, STAMPED K 675 1947 AND SET IN THE TOP OF A CONCRETE POST.
 AB0628
 AB0628                          STATION RECOVERY (1987)
 AB0628
 AB0628'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0628'MARK NOT FOUND.
 AB0628
 AB0628                          STATION RECOVERY (1988)
 AB0628
 AB0628'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0306 ***********************************************************************
 AB0306  DESIGNATION -  K 676
 AB0306  PID         -  AB0306
 AB0306  STATE/COUNTY-  TX/CAMERON
 AB0306  USGS QUAD   -  LA LEONA (1982)
 AB0306
 AB0306                         *CURRENT SURVEY CONTROL
 AB0306  ___________________________________________________________________
 AB0306* NAD 83(1986)-  26 17 25.     (N)    097 27 26.     (W)     SCALED    
 AB0306* NAVD 88     -         4.028  (meters)      13.22   (feet)  ADJUSTED  
 AB0306  ___________________________________________________________________
 AB0306  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 AB0306  DYNAMIC HT  -           4.021 (meters)      13.19  (feet)  COMP
 AB0306  MODELED GRAV-     979,060.3   (mgal)                       NAVD 88
 AB0306
 AB0306  VERT ORDER  -  SECOND    CLASS 0
 AB0306
 AB0306.The horizontal coordinates were scaled from a topographic map and have
 AB0306.an estimated accuracy of +/- 6 seconds.
 AB0306
 AB0306.The orthometric height was determined by differential leveling
 AB0306.and adjusted by the National Geodetic Survey in June 1991..
 AB0306
 AB0306.The geoid height was determined by GEOID03.
 AB0306
 AB0306.The dynamic height is computed by dividing the NAVD 88
 AB0306.geopotential number by the normal gravity value computed on the
 AB0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0306.degrees latitude (g = 980.6199 gals.).
 AB0306
 AB0306.The modeled gravity was interpolated from observed gravity values.
 AB0306
 AB0306;                    North         East    Units  Estimated Accuracy
 AB0306;SPC TX S     - 5,069,520.      404,140.      MT  (+/- 180 meters Scaled)
 AB0306
 AB0306                          SUPERSEDED SURVEY CONTROL
 AB0306
 AB0306  NGVD 29 (??/??/92)    4.132  (m)           13.56   (f) ADJ UNCH    2 0
 AB0306
 AB0306.Superseded values are not recommended for survey control.
 AB0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0306.See file dsdata.txt to determine how the superseded data were derived.
 AB0306
 AB0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ540087(NAD 83)
 AB0306_MARKER: DB = BENCH MARK DISK
 AB0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0306_STAMPING: K 676 1942
 AB0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0306+STABILITY: SURFACE MOTION
 AB0306
 AB0306  HISTORY     - Date     Condition        Report By
 AB0306  HISTORY     - 1942     MONUMENTED       CGS
 AB0306
 AB0306                          STATION DESCRIPTION
 AB0306
 AB0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0306'12.2 MI NE FROM RIO HONDO.
 AB0306'TO REACH FROM THE HIGH SCHOOL AT RIO HONDO, PROCEED EASTERLY ON STATE
 AB0306'HIGHWAY NUMBER 345, GO 0.9 MILE TO A CROSSROAD, CONTINUE EASTERLY ON
 AB0306'PAVED ROAD, GO 6.3 MILES.  TURN NORTHERLY (LEFT) AND GO 5.1 MILES TO
 AB0306'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTH OF A SMALL
 AB0306'CULVERT.  42 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AB0306'CENTERLINE OF THE ROAD.  4.0 FEET SOUTH OF A CONCRETE MILE POST
 AB0306'READING BROWNSVILLE 27 MILES. 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN
 AB0306'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0307 ***********************************************************************
 AB0307  DESIGNATION -  K 676 RESET
 AB0307  PID         -  AB0307
 AB0307  STATE/COUNTY-  TX/CAMERON
 AB0307  USGS QUAD   -  LA LEONA (1982)
 AB0307
 AB0307                         *CURRENT SURVEY CONTROL
 AB0307  ___________________________________________________________________
 AB0307* NAD 83(1986)-  26 17 25.     (N)    097 27 25.     (W)     SCALED    
 AB0307* NAVD 88     -         3.94   (meters)      12.9    (feet)  RESET     
 AB0307  ___________________________________________________________________
 AB0307  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 AB0307
 AB0307  VERT ORDER  -  THIRD
 AB0307
 AB0307.The horizontal coordinates were scaled from a topographic map and have
 AB0307.an estimated accuracy of +/- 6 seconds.
 AB0307
 AB0307.The orthometric height was computed from unverified reset data.
 AB0307
 AB0307.The geoid height was determined by GEOID03.
 AB0307
 AB0307;                    North         East    Units  Estimated Accuracy
 AB0307;SPC TX S     - 5,069,520.      404,170.      MT  (+/- 180 meters Scaled)
 AB0307
 AB0307                          SUPERSEDED SURVEY CONTROL
 AB0307
 AB0307.No superseded survey control is available for this station.
 AB0307
 AB0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ540087(NAD 83)
 AB0307_MARKER: DB = BENCH MARK DISK
 AB0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0307_SP_SET: CONCRETE POST
 AB0307_STAMPING: K 676 RESET 1956
 AB0307_MARK LOGO: TXHD  
 AB0307_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0307+STABILITY: SURFACE MOTION
 AB0307
 AB0307  HISTORY     - Date     Condition        Report By
 AB0307  HISTORY     - 1956     MONUMENTED       TXHD
 AB0307  HISTORY     - 1962     GOOD             NGS
 AB0307  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0307  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 AB0307  HISTORY     - 19930217 GOOD             USPSQD
 AB0307
 AB0307                          STATION DESCRIPTION
 AB0307
 AB0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AB0307'12.4 MI E FROM RIO HONDO.
 AB0307'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0307'HONDO, THENCE 6.3 MILES EAST ALONG A PAVED ROAD, AND THENCE 5.1 MILES
 AB0307'NORTH ALONG A GRADED ROAD.  0.1 MILE SOUTH OF A SMALL CULVERT, 42 FEET
 AB0307'WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE ROAD, 4 FEET SOUTH
 AB0307'OF BROWNSVILLE 27 MILES CONCRETE MILEPOST, AND 3 FEET NORTH OF A WHITE
 AB0307'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0307'0.7 FOOT ABOVE THE GROUND.  NOTE-- 5 FEET WEST OF ORIGINAL LOCATION.
 AB0307
 AB0307                          STATION RECOVERY (1987)
 AB0307
 AB0307'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0307'MARK NOT FOUND.
 AB0307
 AB0307                          STATION RECOVERY (1991)
 AB0307
 AB0307'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0307'MARK NOT FOUND.
 AB0307
 AB0307                          STATION RECOVERY (1993)
 AB0307
 AB0307'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0649 ***********************************************************************
 AB0649  DESIGNATION -  K 677
 AB0649  PID         -  AB0649
 AB0649  STATE/COUNTY-  TX/CAMERON
 AB0649  USGS QUAD   -  RIO HONDO (1980)
 AB0649
 AB0649                         *CURRENT SURVEY CONTROL
 AB0649  ___________________________________________________________________
 AB0649* NAD 83(1993)-  26 08 07.57841(N)    097 32 10.75594(W)     ADJUSTED  
 AB0649* NAVD 88     -         9.239  (meters)      30.31   (feet)  ADJUSTED  
 AB0649  ___________________________________________________________________
 AB0649  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 AB0649  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AB0649  DYNAMIC HT  -           9.224 (meters)      30.26  (feet)  COMP
 AB0649  MODELED GRAV-     979,042.1   (mgal)                       NAVD 88
 AB0649
 AB0649  HORZ ORDER  -  SECOND
 AB0649  VERT ORDER  -  SECOND    CLASS 0
 AB0649
 AB0649.The horizontal coordinates were established by classical geodetic methods
 AB0649.and adjusted by the National Geodetic Survey in February 1996..
 AB0649
 AB0649.The orthometric height was determined by differential leveling
 AB0649.and adjusted by the National Geodetic Survey in June 1991..
 AB0649
 AB0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0649
 AB0649.The geoid height was determined by GEOID03.
 AB0649
 AB0649.The dynamic height is computed by dividing the NAVD 88
 AB0649.geopotential number by the normal gravity value computed on the
 AB0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0649.degrees latitude (g = 980.6199 gals.).
 AB0649
 AB0649.The modeled gravity was interpolated from observed gravity values.
 AB0649
 AB0649;                    North         East     Units Scale Factor Converg.
 AB0649;SPC TX S     - 5,052,305.693   396,370.263   MT  1.00000801   +0 26 15.1
 AB0649;SPC TX S     -16,575,772.93  1,300,424.77   sFT  1.00000801   +0 26 15.1
 AB0649;UTM  14      - 2,891,506.327   646,323.003   MT  0.99986436   +0 38 41.5
 AB0649
 AB0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0649!SPC TX S     -   1.00000204  x   1.00000801  =   1.00001005
 AB0649!UTM  14      -   1.00000204  x   0.99986436  =   0.99986640
 AB0649
 AB0649                          SUPERSEDED SURVEY CONTROL
 AB0649
 AB0649  NAD 83(1986)-  26 08 07.58987(N)    097 32 10.71444(W) AD(       ) 2
 AB0649  NAD 27      -  26 08 06.31800(N)    097 32 09.76600(W) AD(       ) 2
 AB0649  NGVD 29 (??/??/92)    9.347  (m)           30.67   (f) ADJ UNCH    2 0
 AB0649
 AB0649.Superseded values are not recommended for survey control.
 AB0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0649.See file dsdata.txt to determine how the superseded data were derived.
 AB0649
 AB0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP4632391506(NAD 83)
 AB0649_MARKER: DB = BENCH MARK DISK
 AB0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0649_SP_SET: CONCRETE BOX
 AB0649_STAMPING: K 677 1942
 AB0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0649
 AB0649  HISTORY     - Date     Condition        Report By
 AB0649  HISTORY     - 1942     MONUMENTED       CGS
 AB0649  HISTORY     - 1947     GOOD             CGS
 AB0649  HISTORY     - 1987     GOOD             USPSQD
 AB0649  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0649  HISTORY     - 1988     GOOD             USPSQD
 AB0649
 AB0649                          STATION DESCRIPTION
 AB0649
 AB0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0649'6.8 MI E FROM SAN BENITO.
 AB0649'6.8 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0649'BENITO, CAMERON COUNTY, 5.0 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0649'TO BAYVIEW.  AT THE JUNCTION OF A ROAD LEADING TO THE OLD SAN JOSE
 AB0649'RANCH SCHOOL, 36 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 AB0649'ROAD, 35 FEET NORTH OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE
 AB0649'PAVED ROAD, AT A CONCRETE BOX OF AN IRRIGATION DITCH, AND IN THE TOP
 AB0649'OF A SOUTHWEST CORNER.  A STANDARD DISK, STAMPED K 677 1942.
 AB0649
 AB0649                          STATION RECOVERY (1947)
 AB0649
 AB0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 AB0649'STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF SAN BENITO AND
 AB0649'ABOUT 4-1/2 MILES NORTHWEST OF LOS FRESNOS.  IT IS 32 FEET
 AB0649'NORTH OF THE CENTERLINE OF A CONCRETE ROAD.  THE DISK
 AB0649'IS A STANDARD USC AND GS BM SET FLUSH IN A CONCRETE CULVERT
 AB0649'AND STAMPED K 677 1942.  A TRAVERSE WAS MADE TO STATION
 AB0649'SAN JOSE AND THE DISTANCE FOUND TO BE 45.66 FEET (13.915
 AB0649'METERS).
 AB0649'
 AB0649'TO REACH THE STATION FROM THE POST OFFICE IN SAN BENITO, GO
 AB0649'NORTHEAST ON STATE HIGHWAY 345 FOR 2.0 MILES TO A T ROAD
 AB0649'RIGHT, TURN RIGHT AND GO EAST FOR 5.3 MILES TO THE STATION
 AB0649'ON THE LEFT AS DESCRIBED.
 AB0649
 AB0649                          STATION RECOVERY (1987)
 AB0649
 AB0649'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0649'RECOVERED IN GOOD CONDITION.
 AB0649
 AB0649                          STATION RECOVERY (1987)
 AB0649
 AB0649'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0649'MARK NOT FOUND.
 AB0649
 AB0649                          STATION RECOVERY (1988)
 AB0649
 AB0649'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEC)
 AB0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0159 ***********************************************************************
 AB0159  DESIGNATION -  K 678
 AB0159  PID         -  AB0159
 AB0159  STATE/COUNTY-  TX/CAMERON
 AB0159  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0159
 AB0159                         *CURRENT SURVEY CONTROL
 AB0159  ___________________________________________________________________
 AB0159* NAD 83(1986)-  25 54 09.     (N)    097 29 59.     (W)     SCALED    
 AB0159* NAVD 88     -        11.374  (meters)      37.32   (feet)  ADJUSTED  
 AB0159  ___________________________________________________________________
 AB0159  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AB0159  DYNAMIC HT  -          11.356 (meters)      37.26  (feet)  COMP
 AB0159  MODELED GRAV-     979,024.1   (mgal)                       NAVD 88
 AB0159
 AB0159  VERT ORDER  -  FIRST     CLASS II
 AB0159
 AB0159.The horizontal coordinates were scaled from a topographic map and have
 AB0159.an estimated accuracy of +/- 6 seconds.
 AB0159
 AB0159.The orthometric height was determined by differential leveling
 AB0159.and adjusted by the National Geodetic Survey in June 1991..
 AB0159.WARNING-Repeat measurements at this control monument indicate possible
 AB0159.vertical movement.
 AB0159
 AB0159.The geoid height was determined by GEOID03.
 AB0159
 AB0159.The dynamic height is computed by dividing the NAVD 88
 AB0159.geopotential number by the normal gravity value computed on the
 AB0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0159.degrees latitude (g = 980.6199 gals.).
 AB0159
 AB0159.The modeled gravity was interpolated from observed gravity values.
 AB0159
 AB0159;                    North         East    Units  Estimated Accuracy
 AB0159;SPC TX S     - 5,026,530.      400,240.      MT  (+/- 180 meters Scaled)
 AB0159
 AB0159                          SUPERSEDED SURVEY CONTROL
 AB0159
 AB0159  NGVD 29 (??/??/92)   11.468  (m)           37.62   (f) ADJ UNCH    1 2
 AB0159
 AB0159.Superseded values are not recommended for survey control.
 AB0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0159.See file dsdata.txt to determine how the superseded data were derived.
 AB0159
 AB0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP502657(NAD 83)
 AB0159_MARKER: DB = BENCH MARK DISK
 AB0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0159_SP_SET: STEP
 AB0159_STAMPING: K 678 1942
 AB0159_MARK LOGO: CGS   
 AB0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB0159+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2004
 AB0159
 AB0159  HISTORY     - Date     Condition        Report By
 AB0159  HISTORY     - 1942     MONUMENTED       CGS
 AB0159  HISTORY     - 1951     GOOD             NGS
 AB0159  HISTORY     - 1981     GOOD             NGS
 AB0159  HISTORY     - 1988     GOOD             USPSQD
 AB0159  HISTORY     - 1988     GOOD             USPSQD
 AB0159  HISTORY     - 1990     GOOD             USPSQD
 AB0159  HISTORY     - 19910306 GOOD             USPSQD
 AB0159  HISTORY     - 20040228 GOOD             GEOCAC
 AB0159
 AB0159                          STATION DESCRIPTION
 AB0159
 AB0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0159'IN BROWNSVILLE.
 AB0159'AT BROWNSVILLE, CAMERON COUNTY, AT THE MAIN ENTRANCE TO THE POST
 AB0159'OFFICE, AND IN THE TOP OF THE NORTHWEST STONE BANISTER OF THE STEPS.
 AB0159
 AB0159                          STATION RECOVERY (1951)
 AB0159
 AB0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0159'RECOVERED IN GOOD CONDITION.
 AB0159
 AB0159                          STATION RECOVERY (1981)
 AB0159
 AB0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0159'AT THE INTERSECTION OF TENTH STREET AND ELIZABETH STREET AT THE MAIN
 AB0159'ENTRANCE TO THE POST OFFICE AND IS SET IN THE TOP OF THE NORTHWEST
 AB0159'STONE BANISTER OF THE STEPS.
 AB0159'THE MARK IS 0.6 M ABOVE ELIZABETH STREET.
 AB0159
 AB0159                          STATION RECOVERY (1988)
 AB0159
 AB0159'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AB0159'RECOVERED IN GOOD CONDITION.
 AB0159
 AB0159                          STATION RECOVERY (1988)
 AB0159
 AB0159'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0159'RECOVERED IN GOOD CONDITION.
 AB0159
 AB0159                          STATION RECOVERY (1990)
 AB0159
 AB0159'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0159'RECOVERED IN GOOD CONDITION.
 AB0159
 AB0159                          STATION RECOVERY (1991)
 AB0159
 AB0159'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0159'RECOVERED IN GOOD CONDITION.
 AB0159
 AB0159                          STATION RECOVERY (2004)
 AB0159
 AB0159'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0159'RECOVERED IN GOOD CONDITION.
 AB0159' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0144 ***********************************************************************
 AB0144  DESIGNATION -  K 679
 AB0144  PID         -  AB0144
 AB0144  STATE/COUNTY-  TX/CAMERON
 AB0144  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0144
 AB0144                         *CURRENT SURVEY CONTROL
 AB0144  ___________________________________________________________________
 AB0144* NAD 83(1986)-  25 59 19.     (N)    097 27 03.     (W)     SCALED    
 AB0144* NAVD 88     -         4.221  (meters)      13.85   (feet)  ADJUSTED  
 AB0144  ___________________________________________________________________
 AB0144  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 AB0144  DYNAMIC HT  -           4.214 (meters)      13.83  (feet)  COMP
 AB0144  MODELED GRAV-     979,037.7   (mgal)                       NAVD 88
 AB0144
 AB0144  VERT ORDER  -  FIRST     CLASS II
 AB0144
 AB0144.The horizontal coordinates were scaled from a topographic map and have
 AB0144.an estimated accuracy of +/- 6 seconds.
 AB0144
 AB0144.The orthometric height was determined by differential leveling
 AB0144.and adjusted by the National Geodetic Survey in June 1991..
 AB0144
 AB0144.The geoid height was determined by GEOID03.
 AB0144
 AB0144.The dynamic height is computed by dividing the NAVD 88
 AB0144.geopotential number by the normal gravity value computed on the
 AB0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0144.degrees latitude (g = 980.6199 gals.).
 AB0144
 AB0144.The modeled gravity was interpolated from observed gravity values.
 AB0144
 AB0144;                    North         East    Units  Estimated Accuracy
 AB0144;SPC TX S     - 5,036,110.      405,050.      MT  (+/- 180 meters Scaled)
 AB0144
 AB0144                          SUPERSEDED SURVEY CONTROL
 AB0144
 AB0144  NGVD 29 (??/??/92)    4.310  (m)           14.14   (f) ADJ UNCH    1 2
 AB0144
 AB0144.Superseded values are not recommended for survey control.
 AB0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0144.See file dsdata.txt to determine how the superseded data were derived.
 AB0144
 AB0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP550753(NAD 83)
 AB0144_MARKER: DB = BENCH MARK DISK
 AB0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0144_STAMPING: K 679 1942
 AB0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0144+STABILITY: SURFACE MOTION
 AB0144
 AB0144  HISTORY     - Date     Condition        Report By
 AB0144  HISTORY     - 1942     MONUMENTED       CGS
 AB0144  HISTORY     - 1951     GOOD             NGS
 AB0144  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0144  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0144  HISTORY     - 19910306 POOR             USPSQD
 AB0144
 AB0144                          STATION DESCRIPTION
 AB0144
 AB0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0144'6.4 MI SE FROM LOS FRESNOS.
 AB0144'3.9 MILES SOUTH ALONG A PAVED ROAD FROM ITS INTERSECTION WITH STATE
 AB0144'HIGHWAY 100 AT LOS FRESNOS, THENCE 2.5 MILES SOUTHEAST ALONG FARM ROAD
 AB0144'511, 0.2 MILE NORTHWEST OF A SMALL WHITE HOUSE, 99 FEET NORTHEAST OF
 AB0144'THE CENTER LINE OF THE ROAD, 77 FEET NORTHEAST OF THE NORTHEAST END OF
 AB0144'A DOUBLE 14 INCH CONCRETE PIPE CULVERT, 21 FEET NORTHWEST OF THE
 AB0144'CENTER OF A DRAINAGE DITCH, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN
 AB0144'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AB0144
 AB0144                          STATION RECOVERY (1987)
 AB0144
 AB0144'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0144'MARK NOT FOUND.
 AB0144
 AB0144                          STATION RECOVERY (1990)
 AB0144
 AB0144'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0144'MARK NOT FOUND.
 AB0144
 AB0144                          STATION RECOVERY (1991)
 AB0144
 AB0144'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0144'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0047 ***********************************************************************
 BY0047  DESIGNATION -  K 68
 BY0047  PID         -  BY0047
 BY0047  STATE/COUNTY-  TX/SHELBY
 BY0047  USGS QUAD   -  TIMPSON (1984)
 BY0047
 BY0047                         *CURRENT SURVEY CONTROL
 BY0047  ___________________________________________________________________
 BY0047* NAD 83(1986)-  31 54 20.     (N)    094 23 50.     (W)     SCALED    
 BY0047* NAVD 88     -       124.227  (meters)     407.57   (feet)  ADJUSTED  
 BY0047  ___________________________________________________________________
 BY0047  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY0047  DYNAMIC HT  -         124.077 (meters)     407.08  (feet)  COMP
 BY0047  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 BY0047
 BY0047  VERT ORDER  -  FIRST     CLASS II
 BY0047
 BY0047.The horizontal coordinates were scaled from a topographic map and have
 BY0047.an estimated accuracy of +/- 6 seconds.
 BY0047
 BY0047.The orthometric height was determined by differential leveling
 BY0047.and adjusted by the National Geodetic Survey in June 1991..
 BY0047
 BY0047.The geoid height was determined by GEOID03.
 BY0047
 BY0047.The dynamic height is computed by dividing the NAVD 88
 BY0047.geopotential number by the normal gravity value computed on the
 BY0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0047.degrees latitude (g = 980.6199 gals.).
 BY0047
 BY0047.The modeled gravity was interpolated from observed gravity values.
 BY0047
 BY0047;                    North         East    Units  Estimated Accuracy
 BY0047;SPC TX C     - 3,263,180.    1,261,230.      MT  (+/- 180 meters Scaled)
 BY0047
 BY0047                          SUPERSEDED SURVEY CONTROL
 BY0047
 BY0047  NGVD 29 (??/??/92)  124.238  (m)          407.60   (f) ADJ UNCH    1 2
 BY0047
 BY0047.Superseded values are not recommended for survey control.
 BY0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0047.See file dsdata.txt to determine how the superseded data were derived.
 BY0047
 BY0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR678308(NAD 83)
 BY0047_MARKER: DB = BENCH MARK DISK
 BY0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0047_SP_SET: PILLAR
 BY0047_STAMPING: K 68 407.604
 BY0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0047
 BY0047  HISTORY     - Date     Condition        Report By
 BY0047  HISTORY     - UNK      MONUMENTED       CGS
 BY0047  HISTORY     - 1952     GOOD             NGS
 BY0047  HISTORY     - 1979     GOOD             NGS
 BY0047  HISTORY     - 1979     GOOD             USGS
 BY0047
 BY0047                          STATION DESCRIPTION
 BY0047
 BY0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0047'IN TIMPSON.
 BY0047'AT TIMPSON, 250 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE TEXAS
 BY0047'AND NEW ORLEANS RAILROAD STATION, 47 FEET SOUTHEAST OF THE CENTER LINE
 BY0047'OF MAIN STREET, 3.7 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE
 BY0047'CENTER STONE PILLAR OF THE TRAMMEL AND GRAINGER CLOTHING STORE
 BY0047'BUILDING, 3 FEET NORTHEAST OF THE CENTER OF A DOOR LEADING TO THE
 BY0047'BUSINESS OFFICE.
 BY0047
 BY0047                          STATION RECOVERY (1979)
 BY0047
 BY0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0047'IN TIMPSON, AT THE INTERSECTION OF PARK PLAZA AND BREMOND STREET,
 BY0047'SOUTHEAST OF A DOWNTOWN PARK, SET VERTICALLY IN THE CENTER STONE
 BY0047'PILLAR OF THE TRAMMEL AND GRAINGER CLOTHING STORE BUILDING THAT IS
 BY0047'VACANT AT THIS TIME, 116 FT. SOUTHEAST OF THE FRONT FACE OF A WORLD
 BY0047'WAR I AND WORLD WAR II MONUMENT BY A FLAGPOLE IN THE PARK, 45.0 FT.
 BY0047'SOUTHEAST OF THE CENTERLINE OF PARK PLAZA, 13.5 FT. SOUTHEAST OF THE
 BY0047'SOUTHEAST CURB OF PARK PLAZA, 91.0 FT. SOUTHWEST OF THE SOUTHWEST CURB
 BY0047'OF BREMOND STREET.
 BY0047'THE MARK IS 3.7 FT ABOVE THE SIDEWALK.
 BY0047
 BY0047                          STATION RECOVERY (1979)
 BY0047
 BY0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0047'AT TIMPSON, 44 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING
 BY0047'IN WHICH THE BEAUTY AND BARBER CENTER IS LOCATED IN, 115 FEET
 BY0047'SOUTHWEST ALONG THE STREET 47 FEET SOUTHEAST OF THE CENTER LINE OF
 BY0047'MAIN STREET, 3.7 FEET ABOVE THE SIDE- WALK, SET VERTICALLY IN THE
 BY0047'CENTER OF A STONE PILLAR, 3 FEET NORTHEAST OF THE CENTER OF A DOOR
 BY0047'LEADING INTO THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0164 ***********************************************************************
 AB0164  DESIGNATION -  K 680
 AB0164  PID         -  AB0164
 AB0164  STATE/COUNTY-  TX/CAMERON
 AB0164  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0164
 AB0164                         *CURRENT SURVEY CONTROL
 AB0164  ___________________________________________________________________
 AB0164* NAD 83(1986)-  25 58 59.     (N)    097 33 55.     (W)     SCALED    
 AB0164* NAVD 88     -        10.893  (meters)      35.74   (feet)  ADJUSTED  
 AB0164  ___________________________________________________________________
 AB0164  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 AB0164  DYNAMIC HT  -          10.875 (meters)      35.68  (feet)  COMP
 AB0164  MODELED GRAV-     979,026.9   (mgal)                       NAVD 88
 AB0164
 AB0164  VERT ORDER  -  SECOND    CLASS 0
 AB0164
 AB0164.The horizontal coordinates were scaled from a topographic map and have
 AB0164.an estimated accuracy of +/- 6 seconds.
 AB0164
 AB0164.The orthometric height was determined by differential leveling
 AB0164.and adjusted by the National Geodetic Survey in June 1991..
 AB0164
 AB0164.The geoid height was determined by GEOID03.
 AB0164
 AB0164.The dynamic height is computed by dividing the NAVD 88
 AB0164.geopotential number by the normal gravity value computed on the
 AB0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0164.degrees latitude (g = 980.6199 gals.).
 AB0164
 AB0164.The modeled gravity was interpolated from observed gravity values.
 AB0164
 AB0164;                    North         East    Units  Estimated Accuracy
 AB0164;SPC TX S     - 5,035,400.      393,600.      MT  (+/- 180 meters Scaled)
 AB0164
 AB0164                          SUPERSEDED SURVEY CONTROL
 AB0164
 AB0164  NGVD 29 (??/??/92)   10.979  (m)           36.02   (f) ADJ UNCH    2 0
 AB0164
 AB0164.Superseded values are not recommended for survey control.
 AB0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0164.See file dsdata.txt to determine how the superseded data were derived.
 AB0164
 AB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP436745(NAD 83)
 AB0164_MARKER: DB = BENCH MARK DISK
 AB0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0164_STAMPING: K 680 1942
 AB0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0164+STABILITY: SURFACE MOTION
 AB0164
 AB0164  HISTORY     - Date     Condition        Report By
 AB0164  HISTORY     - 1942     MONUMENTED       CGS
 AB0164
 AB0164                          STATION DESCRIPTION
 AB0164
 AB0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0164'2.0 MI SE FROM CAVAZOS.
 AB0164'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 48 FROM VILLA NUEVA SCHOOL AT
 AB0164'CAVAZOS, CAMERON COUNTY, 1.8 MILES NORTH ALONG A DIRT ROAD.  1.0 MILE
 AB0164'SOUTH OF A STEEL BRIDGE, IN THE NORTHEAST CORNER OF A FIELD, 31 FEET
 AB0164'WEST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A WHITE WOODEN
 AB0164'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 AB0164'STAMPED K 680 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0164'0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0472 ***********************************************************************
 AB0472  DESIGNATION -  K 681
 AB0472  PID         -  AB0472
 AB0472  STATE/COUNTY-  TX/CAMERON
 AB0472  USGS QUAD   -  OLMITO (1983)
 AB0472
 AB0472                         *CURRENT SURVEY CONTROL
 AB0472  ___________________________________________________________________
 AB0472* NAD 83(1986)-  26 04 34.     (N)    097 34 38.     (W)     SCALED    
 AB0472* NAVD 88     -        10.754  (meters)      35.28   (feet)  ADJUSTED  
 AB0472  ___________________________________________________________________
 AB0472  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 AB0472  DYNAMIC HT  -          10.736 (meters)      35.22  (feet)  COMP
 AB0472  MODELED GRAV-     979,033.0   (mgal)                       NAVD 88
 AB0472
 AB0472  VERT ORDER  -  FIRST     CLASS II
 AB0472
 AB0472.The horizontal coordinates were scaled from a topographic map and have
 AB0472.an estimated accuracy of +/- 6 seconds.
 AB0472
 AB0472.The orthometric height was determined by differential leveling
 AB0472.and adjusted by the National Geodetic Survey in June 1991..
 AB0472
 AB0472.The geoid height was determined by GEOID03.
 AB0472
 AB0472.The dynamic height is computed by dividing the NAVD 88
 AB0472.geopotential number by the normal gravity value computed on the
 AB0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0472.degrees latitude (g = 980.6199 gals.).
 AB0472
 AB0472.The modeled gravity was interpolated from observed gravity values.
 AB0472
 AB0472;                    North         East    Units  Estimated Accuracy
 AB0472;SPC TX S     - 5,045,700.      392,330.      MT  (+/- 180 meters Scaled)
 AB0472
 AB0472                          SUPERSEDED SURVEY CONTROL
 AB0472
 AB0472.No superseded survey control is available for this station.
 AB0472
 AB0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP423848(NAD 83)
 AB0472_MARKER: DB = BENCH MARK DISK
 AB0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0472_SP_SET: CULVERT
 AB0472_STAMPING: K 681 1942
 AB0472_MARK LOGO: CGS   
 AB0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0472
 AB0472  HISTORY     - Date     Condition        Report By
 AB0472  HISTORY     - 1942     MONUMENTED       CGS
 AB0472  HISTORY     - 1951     GOOD             NGS
 AB0472  HISTORY     - 1981     GOOD             NGS
 AB0472  HISTORY     - 1987     GOOD             USPSQD
 AB0472  HISTORY     - 1988     GOOD             USPSQD
 AB0472  HISTORY     - 19910403 GOOD             USPSQD
 AB0472
 AB0472                          STATION DESCRIPTION
 AB0472
 AB0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0472'4.9 MI NW FROM OLMITO.
 AB0472'4.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AB0472'AT OLMITO, CAMERON COUNTY, 3 POLES SOUTHEAST OF MILEPOST 14, AT A 5-
 AB0472'BY 6-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE NORTHWEST END OF THE
 AB0472'NORTHEAST HEADWALL, 20.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 AB0472'TRACK, AND 7 FEET LOWER THAN THE TRACK.
 AB0472
 AB0472                          STATION RECOVERY (1951)
 AB0472
 AB0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0472'RECOVERED IN GOOD CONDITION.
 AB0472
 AB0472                          STATION RECOVERY (1981)
 AB0472
 AB0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0472'3.6 KM (2.25 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB0472'JUNCTION OF STATE HIGHWAY 345 IN SAN BENITO TO THE JUNCTION OF FARM
 AB0472'ROAD 732, THENCE 1.1 KM (0.7 MI) SOUTHEAST ALONG THE BUSINESS U.S.
 AB0472'HIGHWAY 77 ENTRANCE ROAD TO THE JUNCTION OF THE SOUTHEASTBOUND LANE
 AB0472'OF U.S. HIGHWAY 77, THENCE 3.6 KM (2.25 MI) SOUTHEAST ALONG U.S.
 AB0472'HIGHWAY 77, IS SET IN THE TOP OF THE HEADWALL OF THE NORTHWEST END OF
 AB0472'A CONCRETE CULVERT UNDER THE MISSOURI PACIFIC RAILROAD TRACKS,
 AB0472'170.7 METERS (560.0 FT) SOUTHEAST OF MILEPOST NUMBER 14, AND
 AB0472'6.2 METERS (20.5 FT) NORTHEAST OF THE CENTER OF THE RAILROATRACKS.
 AB0472'THE MARK IS 2.1 M BELOW TRACKS.
 AB0472
 AB0472                          STATION RECOVERY (1987)
 AB0472
 AB0472'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0472'RECOVERED IN GOOD CONDITION.
 AB0472
 AB0472                          STATION RECOVERY (1988)
 AB0472
 AB0472'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEC)
 AB0472'RECOVERED IN GOOD CONDITION.
 AB0472
 AB0472                          STATION RECOVERY (1991)
 AB0472
 AB0472'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0908 ***********************************************************************
 AB0908  DESIGNATION -  K 682
 AB0908  PID         -  AB0908
 AB0908  STATE/COUNTY-  TX/CAMERON
 AB0908  USGS QUAD   -  SANTA MARIA (1970)
 AB0908
 AB0908                         *CURRENT SURVEY CONTROL
 AB0908  ___________________________________________________________________
 AB0908* NAD 83(1986)-  26 04 27.     (N)    097 48 56.     (W)     SCALED    
 AB0908* NAVD 88     -        19.181  (meters)      62.93   (feet)  ADJUSTED  
 AB0908  ___________________________________________________________________
 AB0908  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 AB0908  DYNAMIC HT  -          19.150 (meters)      62.83  (feet)  COMP
 AB0908  MODELED GRAV-     979,015.9   (mgal)                       NAVD 88
 AB0908
 AB0908  VERT ORDER  -  SECOND    CLASS 0
 AB0908
 AB0908.The horizontal coordinates were scaled from a topographic map and have
 AB0908.an estimated accuracy of +/- 6 seconds.
 AB0908
 AB0908.The orthometric height was determined by differential leveling
 AB0908.and adjusted by the National Geodetic Survey in June 1991..
 AB0908
 AB0908.The geoid height was determined by GEOID03.
 AB0908
 AB0908.The dynamic height is computed by dividing the NAVD 88
 AB0908.geopotential number by the normal gravity value computed on the
 AB0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0908.degrees latitude (g = 980.6199 gals.).
 AB0908
 AB0908.The modeled gravity was interpolated from observed gravity values.
 AB0908
 AB0908;                    North         East    Units  Estimated Accuracy
 AB0908;SPC TX S     - 5,045,340.      368,480.      MT  (+/- 180 meters Scaled)
 AB0908
 AB0908                          SUPERSEDED SURVEY CONTROL
 AB0908
 AB0908  NGVD 29 (??/??/92)   19.287  (m)           63.28   (f) ADJ UNCH    2 0
 AB0908
 AB0908.Superseded values are not recommended for survey control.
 AB0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0908.See file dsdata.txt to determine how the superseded data were derived.
 AB0908
 AB0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP184844(NAD 83)
 AB0908_MARKER: DD = SURVEY DISK
 AB0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0908_SP_SET: CULVERT
 AB0908_STAMPING: K 682 1942
 AB0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0908
 AB0908  HISTORY     - Date     Condition        Report By
 AB0908  HISTORY     - 1942     MONUMENTED
 AB0908  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0908  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0908  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0908
 AB0908                          STATION DESCRIPTION
 AB0908
 AB0908'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0908'7.4 MI W FROM LANDRUM.
 AB0908'7.4 MILES WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT
 AB0908'LANDRUM, 0.4 MILE EAST OF THE JUNCTION OF DUKES HIGHWAY AT BLUETOWN,
 AB0908'AT A DIRT-ROAD INTERSECTION, 39 FEET SOUTH OF THE CENTERLINE OF THE
 AB0908'HIGHWAY, 15 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, AT A
 AB0908'1.5-FOOT CONCRETE-PIPE CULVERT UNDER THE DIRT ROAD, IN THE CENTER OF
 AB0908'THE TOP OF THE EAST HEADWALL, AND ABOUT 1 FOOT HIGHER THAN THE
 AB0908'HIGHWAY.
 AB0908
 AB0908                          STATION RECOVERY (1991)
 AB0908
 AB0908'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0908'MARK NOT FOUND.
 AB0908
 AB0908                          STATION RECOVERY (1993)
 AB0908
 AB0908'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0323 ***********************************************************************
 AE0323  DESIGNATION -  K 683
 AE0323  PID         -  AE0323
 AE0323  STATE/COUNTY-  TX/HIDALGO
 AE0323  USGS QUAD   -  DONNA (1983)
 AE0323
 AE0323                         *CURRENT SURVEY CONTROL
 AE0323  ___________________________________________________________________
 AE0323* NAD 83(1986)-  26 08 02.     (N)    098 03 01.     (W)     SCALED    
 AE0323* NAVD 88     -        23.340  (meters)      76.57   (feet)  ADJUSTED  
 AE0323  ___________________________________________________________________
 AE0323  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AE0323  DYNAMIC HT  -          23.301 (meters)      76.45  (feet)  COMP
 AE0323  MODELED GRAV-     979,000.3   (mgal)                       NAVD 88
 AE0323
 AE0323  VERT ORDER  -  SECOND    CLASS 0
 AE0323
 AE0323.The horizontal coordinates were scaled from a topographic map and have
 AE0323.an estimated accuracy of +/- 6 seconds.
 AE0323
 AE0323.The orthometric height was determined by differential leveling
 AE0323.and adjusted by the National Geodetic Survey in June 1991..
 AE0323
 AE0323.The geoid height was determined by GEOID03.
 AE0323
 AE0323.The dynamic height is computed by dividing the NAVD 88
 AE0323.geopotential number by the normal gravity value computed on the
 AE0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0323.degrees latitude (g = 980.6199 gals.).
 AE0323
 AE0323.The modeled gravity was interpolated from observed gravity values.
 AE0323
 AE0323;                    North         East    Units  Estimated Accuracy
 AE0323;SPC TX S     - 5,051,850.      344,970.      MT  (+/- 180 meters Scaled)
 AE0323
 AE0323                          SUPERSEDED SURVEY CONTROL
 AE0323
 AE0323  NGVD 29 (??/??/92)   23.458  (m)           76.96   (f) ADJ UNCH    2 0
 AE0323
 AE0323.Superseded values are not recommended for survey control.
 AE0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0323.See file dsdata.txt to determine how the superseded data were derived.
 AE0323
 AE0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP949908(NAD 83)
 AE0323_MARKER: DB = BENCH MARK DISK
 AE0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0323_SP_SET: CULVERT
 AE0323_STAMPING: K 683 1942
 AE0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0323
 AE0323  HISTORY     - Date     Condition        Report By
 AE0323  HISTORY     - 1942     MONUMENTED       CGS
 AE0323  HISTORY     - 1958     GOOD             DOD
 AE0323
 AE0323                          STATION DESCRIPTION
 AE0323
 AE0323'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 AE0323'2.8 MI S FROM DONNA.
 AE0323'2.8 MILES SOUTH ALONG AN ASPHALT ROAD FROM A POINT TWO BLOCKS EAST OF
 AE0323'THE PLAZA HOTEL AT DONNA, HIDALGO COUNTY, 4.1 MILES NORTH OF RUN
 AE0323'SCHOOL NO. 1 AT RAY PAUL, 0.3 MILE SOUTHWEST OF THE END OF THE ASPHALT
 AE0323'PAVEMENT (IN 1942), AT THE JUNCTION OF A DIRT ROAD LEADING NORTHEAST,
 AE0323'150 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 16 FEET SOUTHWEST OF
 AE0323'THE CENTERLINE OF THE GRAVEL ROAD, AT A CONCRETE-BOX CULVERT UNDER THE
 AE0323'GRAVEL ROAD, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST
 AE0323'HEADWALL.  NOTE-- MARK IS 19 FEET WEST-NORTH-WEST OF CENTERLINE OF
 AE0323'NW-SE HIGHWAY AND FARM ROAD EAST AND IS 1.2 FOOT LOWER IN ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0311 ***********************************************************************
 AE0311  DESIGNATION -  K 684
 AE0311  PID         -  AE0311
 AE0311  STATE/COUNTY-  TX/HIDALGO
 AE0311  USGS QUAD   -  PHARR (1983)
 AE0311
 AE0311                         *CURRENT SURVEY CONTROL
 AE0311  ___________________________________________________________________
 AE0311* NAD 83(1986)-  26 09 10.     (N)    098 11 28.     (W)     SCALED    
 AE0311* NAVD 88     -        27.670  (meters)      90.78   (feet)  POSTED    
 AE0311  ___________________________________________________________________
 AE0311  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 AE0311  DYNAMIC HT  -          27.620 (meters)      90.62  (feet)  COMP
 AE0311  MODELED GRAV-     978,989.3   (mgal)                       NAVD 88
 AE0311
 AE0311  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0311
 AE0311.The horizontal coordinates were scaled from a topographic map and have
 AE0311.an estimated accuracy of +/- 6 seconds.
 AE0311
 AE0311.The orthometric height was determined by differential leveling
 AE0311.and adjusted by the National Geodetic Survey in 1992..
 AE0311.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0311.rate of 0.0 thru 1.0 mm/km.
 AE0311
 AE0311.The geoid height was determined by GEOID03.
 AE0311
 AE0311.The dynamic height is computed by dividing the NAVD 88
 AE0311.geopotential number by the normal gravity value computed on the
 AE0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0311.degrees latitude (g = 980.6199 gals.).
 AE0311
 AE0311.The modeled gravity was interpolated from observed gravity values.
 AE0311
 AE0311;                    North         East    Units  Estimated Accuracy
 AE0311;SPC TX S     - 5,053,900.      330,890.      MT  (+/- 180 meters Scaled)
 AE0311
 AE0311                          SUPERSEDED SURVEY CONTROL
 AE0311
 AE0311  NGVD 29 (??/??/92)   27.789  (m)           91.17   (f) ADJ UNCH    2 0
 AE0311
 AE0311.Superseded values are not recommended for survey control.
 AE0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0311.See file dsdata.txt to determine how the superseded data were derived.
 AE0311
 AE0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP808928(NAD 83)
 AE0311_MARKER: DB = BENCH MARK DISK
 AE0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0311_SP_SET: CULVERT
 AE0311_STAMPING: K 684 1942
 AE0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0311
 AE0311  HISTORY     - Date     Condition        Report By
 AE0311  HISTORY     - 1942     MONUMENTED       CGS
 AE0311  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0311  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0311
 AE0311                          STATION DESCRIPTION
 AE0311
 AE0311'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0311'2.8 MI S FROM PHARR.
 AE0311'2.8 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE MISSOURI PACIFIC
 AE0311'RAILROAD STATION AT PHARR, HIDALGO COUNTY, 76 YARDS SOUTHWEST ACROSS
 AE0311'THE HIGHWAY FROM REA CO-OP POLE NO. 4-71, 18.3 FEET WEST OF THE
 AE0311'CENTERLINE OF THE HIGHWAY, AT A 1.5-FOOT CONCRETE-PIPE CULVERT UNDER
 AE0311'THE HIGHWAY, IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, AND
 AE0311'ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 AE0311
 AE0311                          STATION RECOVERY (1981)
 AE0311
 AE0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0311'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0290 ***********************************************************************
 AE0290  DESIGNATION -  K 685
 AE0290  PID         -  AE0290
 AE0290  STATE/COUNTY-  TX/HIDALGO
 AE0290  USGS QUAD   -  MISSION (1983)
 AE0290
 AE0290                         *CURRENT SURVEY CONTROL
 AE0290  ___________________________________________________________________
 AE0290* NAD 83(1986)-  26 09 20.     (N)    098 19 30.     (W)     SCALED    
 AE0290* NAVD 88     -        34.765  (meters)     114.06   (feet)  POSTED    
 AE0290  ___________________________________________________________________
 AE0290  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE0290  DYNAMIC HT  -          34.710 (meters)     113.88  (feet)  COMP
 AE0290  MODELED GRAV-     978,983.8   (mgal)                       NAVD 88
 AE0290
 AE0290  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AE0290
 AE0290.The horizontal coordinates were scaled from a topographic map and have
 AE0290.an estimated accuracy of +/- 6 seconds.
 AE0290
 AE0290.The orthometric height was determined by differential leveling
 AE0290.and adjusted by the National Geodetic Survey in 1992..
 AE0290.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AE0290.rate of 1.1 thru 2.0 mm/km.
 AE0290
 AE0290.The geoid height was determined by GEOID03.
 AE0290
 AE0290.The dynamic height is computed by dividing the NAVD 88
 AE0290.geopotential number by the normal gravity value computed on the
 AE0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0290.degrees latitude (g = 980.6199 gals.).
 AE0290
 AE0290.The modeled gravity was interpolated from observed gravity values.
 AE0290
 AE0290;                    North         East    Units  Estimated Accuracy
 AE0290;SPC TX S     - 5,054,180.      317,500.      MT  (+/- 180 meters Scaled)
 AE0290
 AE0290                          SUPERSEDED SURVEY CONTROL
 AE0290
 AE0290  NGVD 29 (??/??/92)   34.860  (m)          114.37   (f) ADJ UNCH    2 0
 AE0290
 AE0290.Superseded values are not recommended for survey control.
 AE0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0290.See file dsdata.txt to determine how the superseded data were derived.
 AE0290
 AE0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP674930(NAD 83)
 AE0290_MARKER: DB = BENCH MARK DISK
 AE0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0290_STAMPING: K 685 1942
 AE0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0290+STABILITY: SURFACE MOTION
 AE0290
 AE0290  HISTORY     - Date     Condition        Report By
 AE0290  HISTORY     - 1942     MONUMENTED       CGS
 AE0290  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0290  HISTORY     - 1987     GOOD             USPSQD
 AE0290
 AE0290                          STATION DESCRIPTION
 AE0290
 AE0290'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0290'1.9 MI NW FROM GRANJENO.
 AE0290'1.9 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 AE0290'GRANJENO, HIDALGO COUNTY, 0.7 MILE SOUTHEAST OF THE VALLEY BRICK AND
 AE0290'TILE CO. PROPERTY AT MADERO, 219 FEET SOUTHEAST OF THE CROSSING OF THE
 AE0290'MISSOURI PACIFIC RAILROAD, 26 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AE0290'GRAVEL ROAD, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY
 AE0290'LEADING TO THE OBLATE FATHERS MONASTERY, 1.5 FEET NORTHEAST OF THE
 AE0290'RIGHT-OF-WAY FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 AE0290'AND ABOUT 1 FOOT HIGHER THAN THE ROAD, SET IN THE TOP OF A CONCRETE
 AE0290'POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AE0290
 AE0290                          STATION RECOVERY (1987)
 AE0290
 AE0290'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0522 ***********************************************************************
 AE0522  DESIGNATION -  K 686
 AE0522  PID         -  AE0522
 AE0522  STATE/COUNTY-  TX/HIDALGO
 AE0522  USGS QUAD   -  ALTON (1963)
 AE0522
 AE0522                         *CURRENT SURVEY CONTROL
 AE0522  ___________________________________________________________________
 AE0522* NAD 83(1986)-  26 16 46.     (N)    098 18 53.     (W)     SCALED    
 AE0522* NAVD 88     -        50.908  (meters)     167.02   (feet)  ADJUSTED  
 AE0522  ___________________________________________________________________
 AE0522  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE0522  DYNAMIC HT  -          50.824 (meters)     166.75  (feet)  COMP
 AE0522  MODELED GRAV-     978,999.3   (mgal)                       NAVD 88
 AE0522
 AE0522  VERT ORDER  -  SECOND    CLASS 0
 AE0522
 AE0522.The horizontal coordinates were scaled from a topographic map and have
 AE0522.an estimated accuracy of +/- 6 seconds.
 AE0522
 AE0522.The orthometric height was determined by differential leveling
 AE0522.and adjusted by the National Geodetic Survey in June 1991..
 AE0522
 AE0522.The geoid height was determined by GEOID03.
 AE0522
 AE0522.The dynamic height is computed by dividing the NAVD 88
 AE0522.geopotential number by the normal gravity value computed on the
 AE0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0522.degrees latitude (g = 980.6199 gals.).
 AE0522
 AE0522.The modeled gravity was interpolated from observed gravity values.
 AE0522
 AE0522;                    North         East    Units  Estimated Accuracy
 AE0522;SPC TX S     - 5,067,910.      318,510.      MT  (+/- 180 meters Scaled)
 AE0522
 AE0522                          SUPERSEDED SURVEY CONTROL
 AE0522
 AE0522  NGVD 29 (??/??/92)   50.999  (m)          167.32   (f) ADJ UNCH    2 0
 AE0522
 AE0522.Superseded values are not recommended for survey control.
 AE0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0522.See file dsdata.txt to determine how the superseded data were derived.
 AE0522
 AE0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ684068(NAD 83)
 AE0522_MARKER: DB = BENCH MARK DISK
 AE0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0522_SP_SET: CULVERT
 AE0522_STAMPING: K 686 1942
 AE0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0522
 AE0522  HISTORY     - Date     Condition        Report By
 AE0522  HISTORY     - 1942     MONUMENTED       CGS
 AE0522  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0522  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 AE0522
 AE0522                          STATION DESCRIPTION
 AE0522
 AE0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0522'4.6 MI N FROM MISSION.
 AE0522'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY BUILDING AT
 AE0522'MISSION, PROCEED 4.6 MILES NORTHERLY ALONG STATE HIGHWAY NO. 107 TO AN
 AE0522'IRRIGATION CANAL AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0522'HORIZONTALLY IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL
 AE0522'OF A CONCRETE IRRIGATION CANAL CULVERT BETWEEN THE RAILROAD AND THE
 AE0522'HIGHWAY.  IT IS 123.0 FEET NORTHEAST OF AND ACROSS THE TRACK FROM A
 AE0522'SWITCH STAND, 39.0 FEET WEST OF AND ABOUT 2.5 FEET ABOVE THE
 AE0522'CENTERLINE OF THE HIGHWAY, 19.3 FEET EAST OF THE CENTERLINE OF THE
 AE0522'RAILROAD TRACK.  THIS BENCH MARK IS 0.5 MILE SOUTH OF A GRAVEL CROSS
 AE0522'ROAD.
 AE0522
 AE0522                          STATION RECOVERY (1987)
 AE0522
 AE0522'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0522'MARK NOT FOUND.
 AE0522
 AE0522                          STATION RECOVERY (2004)
 AE0522
 AE0522'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE0522'FIRST STATE BANK AND TRUST COMPANY IS NOW CALLED TEXAS STATE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0752 ***********************************************************************
 AE0752  DESIGNATION -  K 687
 AE0752  PID         -  AE0752
 AE0752  STATE/COUNTY-  TX/STARR
 AE0752  USGS QUAD   -  EL SAUZ (1993)
 AE0752
 AE0752                         *CURRENT SURVEY CONTROL
 AE0752  ___________________________________________________________________
 AE0752* NAD 83(1986)-  26 36 08.     (N)    098 52 03.     (W)     SCALED    
 AE0752* NAVD 88     -        97.792  (meters)     320.84   (feet)  ADJUSTED  
 AE0752  ___________________________________________________________________
 AE0752  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE0752  DYNAMIC HT  -          97.632 (meters)     320.31  (feet)  COMP
 AE0752  MODELED GRAV-     979,008.8   (mgal)                       NAVD 88
 AE0752
 AE0752  VERT ORDER  -  SECOND    CLASS 0
 AE0752
 AE0752.The horizontal coordinates were scaled from a topographic map and have
 AE0752.an estimated accuracy of +/- 6 seconds.
 AE0752
 AE0752.The orthometric height was determined by differential leveling
 AE0752.and adjusted by the National Geodetic Survey in June 1991..
 AE0752
 AE0752.The geoid height was determined by GEOID03.
 AE0752
 AE0752.The dynamic height is computed by dividing the NAVD 88
 AE0752.geopotential number by the normal gravity value computed on the
 AE0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0752.degrees latitude (g = 980.6199 gals.).
 AE0752
 AE0752.The modeled gravity was interpolated from observed gravity values.
 AE0752
 AE0752;                    North         East    Units  Estimated Accuracy
 AE0752;SPC TX S     - 5,103,710.      263,400.      MT  (+/- 180 meters Scaled)
 AE0752
 AE0752                          SUPERSEDED SURVEY CONTROL
 AE0752
 AE0752  NGVD 29 (??/??/92)   97.848  (m)          321.02   (f) ADJ UNCH    2 0
 AE0752
 AE0752.Superseded values are not recommended for survey control.
 AE0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0752.See file dsdata.txt to determine how the superseded data were derived.
 AE0752
 AE0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ131423(NAD 83)
 AE0752_MARKER: DB = BENCH MARK DISK
 AE0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0752_STAMPING: K 687 1942
 AE0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0752+STABILITY: SURFACE MOTION
 AE0752
 AE0752  HISTORY     - Date     Condition        Report By
 AE0752  HISTORY     - 1942     MONUMENTED       CGS
 AE0752
 AE0752                          STATION DESCRIPTION
 AE0752
 AE0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0752'2.0 MI N FROM EL SAUZ.
 AE0752'TO REACH FROM THE SCHOOL BUILDING AT EL SAUZ, PROCEED 2.0 MILES NORTH
 AE0752'ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.3 MILE
 AE0752'SOUTH OF A SMALL CULVERT UNDER GRAVEL ROAD, 0.1 MILE NORTH OF A SMALL
 AE0752'FRAME HOUSE ON THE EAST SIDE OF ROAD.  IT IS 28.0 FEET WEST OF AND
 AE0752'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF GRAVEL ROAD, 1.0 FOOT EAST OF
 AE0752'THE RIGHT OF WAY FENCE.  MONUMENT IS 2.0 FEET SOUTH OF A 4X4 INCH
 AE0752'WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0548 ***********************************************************************
 AE0548  DESIGNATION -  K 688
 AE0548  PID         -  AE0548
 AE0548  STATE/COUNTY-  TX/HIDALGO
 AE0548  USGS QUAD   -  MC COOK (1963)
 AE0548
 AE0548                         *CURRENT SURVEY CONTROL
 AE0548  ___________________________________________________________________
 AE0548* NAD 83(1986)-  26 22 49.     (N)    098 27 45.     (W)     SCALED    
 AE0548* NAVD 88     -        74.200  (meters)     243.44   (feet)  ADJUSTED  
 AE0548  ___________________________________________________________________
 AE0548  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AE0548  DYNAMIC HT  -          74.077 (meters)     243.03  (feet)  COMP
 AE0548  MODELED GRAV-     978,996.4   (mgal)                       NAVD 88
 AE0548
 AE0548  VERT ORDER  -  SECOND    CLASS 0
 AE0548
 AE0548.The horizontal coordinates were scaled from a topographic map and have
 AE0548.an estimated accuracy of +/- 6 seconds.
 AE0548
 AE0548.The orthometric height was determined by differential leveling
 AE0548.and adjusted by the National Geodetic Survey in June 1991..
 AE0548
 AE0548.The geoid height was determined by GEOID03.
 AE0548
 AE0548.The dynamic height is computed by dividing the NAVD 88
 AE0548.geopotential number by the normal gravity value computed on the
 AE0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0548.degrees latitude (g = 980.6199 gals.).
 AE0548
 AE0548.The modeled gravity was interpolated from observed gravity values.
 AE0548
 AE0548;                    North         East    Units  Estimated Accuracy
 AE0548;SPC TX S     - 5,079,060.      303,740.      MT  (+/- 180 meters Scaled)
 AE0548
 AE0548                          SUPERSEDED SURVEY CONTROL
 AE0548
 AE0548  NGVD 29 (??/??/92)   74.301  (m)          243.77   (f) ADJ UNCH    2 0
 AE0548
 AE0548.Superseded values are not recommended for survey control.
 AE0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0548.See file dsdata.txt to determine how the superseded data were derived.
 AE0548
 AE0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ536179(NAD 83)
 AE0548_MARKER: DB = BENCH MARK DISK
 AE0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0548_STAMPING: K 688 1942
 AE0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0548+STABILITY: SURFACE MOTION
 AE0548
 AE0548  HISTORY     - Date     Condition        Report By
 AE0548  HISTORY     - 1942     MONUMENTED       CGS
 AE0548
 AE0548                          STATION DESCRIPTION
 AE0548
 AE0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0548'9.5 MI N FROM LA JOYA.
 AE0548'TO REACH FROM THE NELLIE SCHUNIOR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0548'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0548'GRAVEL ROAD LEADING NORTH, THENCE 9.2 MILES NORTHERLY ALONG A GRAVEL
 AE0548'ROAD TO A WINDMILL AND A FRAME FARM HOUSE AND SITE OF BENCH MARK.
 AE0548'BENCH MARK IS 0.1 MILE SOUTH OF AND ACROSS THE ROAD FROM A WINDMILL
 AE0548'AND A FRAME FARM HOUSE.  IT IS 35.8 FEET WEST OF AND ABOUT 1.0 FOOT
 AE0548'BELOW THE CENTERLINE OF THE ROAD, 1.7 FOOT WEST OF THE WEST
 AE0548'RIGHT-OF-WAY FENCE.  MONUMENT IS 2.8 FEET SOUTH OF A 4X4 INCH WHITE
 AE0548'WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0780 ***********************************************************************
 AE0780  DESIGNATION -  K 689
 AE0780  PID         -  AE0780
 AE0780  STATE/COUNTY-  TX/JIM HOGG
 AE0780  USGS QUAD   -  GUERRA (1983)
 AE0780
 AE0780                         *CURRENT SURVEY CONTROL
 AE0780  ___________________________________________________________________
 AE0780* NAD 83(1986)-  26 54 35.     (N)    098 54 40.     (W)     SCALED    
 AE0780* NAVD 88     -       187.895  (meters)     616.45   (feet)  ADJUSTED  
 AE0780  ___________________________________________________________________
 AE0780  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE0780  DYNAMIC HT  -         187.588 (meters)     615.45  (feet)  COMP
 AE0780  MODELED GRAV-     979,008.0   (mgal)                       NAVD 88
 AE0780
 AE0780  VERT ORDER  -  SECOND    CLASS 0
 AE0780
 AE0780.The horizontal coordinates were scaled from a topographic map and have
 AE0780.an estimated accuracy of +/- 6 seconds.
 AE0780
 AE0780.The orthometric height was determined by differential leveling
 AE0780.and adjusted by the National Geodetic Survey in June 1991..
 AE0780
 AE0780.The geoid height was determined by GEOID03.
 AE0780
 AE0780.The dynamic height is computed by dividing the NAVD 88
 AE0780.geopotential number by the normal gravity value computed on the
 AE0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0780.degrees latitude (g = 980.6199 gals.).
 AE0780
 AE0780.The modeled gravity was interpolated from observed gravity values.
 AE0780
 AE0780;                    North         East    Units  Estimated Accuracy
 AE0780;SPC TX S     - 5,137,790.      259,170.      MT  (+/- 180 meters Scaled)
 AE0780
 AE0780                          SUPERSEDED SURVEY CONTROL
 AE0780
 AE0780  NGVD 29 (??/??/92)  187.92   (m)          616.5    (f) COMPUTED    2 0
 AE0780
 AE0780.Superseded values are not recommended for survey control.
 AE0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0780.See file dsdata.txt to determine how the superseded data were derived.
 AE0780
 AE0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ088764(NAD 83)
 AE0780_MARKER: DB = BENCH MARK DISK
 AE0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0780_STAMPING: K 689 1942
 AE0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0780+STABILITY: SURFACE MOTION
 AE0780
 AE0780  HISTORY     - Date     Condition        Report By
 AE0780  HISTORY     - 1942     MONUMENTED       CGS
 AE0780
 AE0780                          STATION DESCRIPTION
 AE0780
 AE0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0780'2.2 MI NW FROM GUERRA.
 AE0780'TO REACH FROM THE SCHOOL BUILDING AT GUERRA, PROCEED 2.2 MILES
 AE0780'NORTHWESTERLY ALONG A GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE0780'IS ABOUT 0.1 MILE NORTH OF THE INTERSECTION OF A DIRT ROAD LEADING
 AE0780'NORTHWEST.  IT IS 35.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 AE0780'THE CENTERLINE OF GRAVEL ROAD.  MONUMENT IS 2.0 FEET NORTH OF A 4X4
 AE0780'INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0781 ***********************************************************************
 AE0781  DESIGNATION -  K 689 RESET 1948
 AE0781  PID         -  AE0781
 AE0781  STATE/COUNTY-  TX/JIM HOGG
 AE0781  USGS QUAD   -  GUERRA (1983)
 AE0781
 AE0781                         *CURRENT SURVEY CONTROL
 AE0781  ___________________________________________________________________
 AE0781* NAD 83(1986)-  26 54 35.     (N)    098 54 40.     (W)     SCALED    
 AE0781* NAVD 88     -       187.90   (meters)     616.5    (feet)  RESET     
 AE0781  ___________________________________________________________________
 AE0781  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 AE0781
 AE0781  VERT ORDER  -  THIRD
 AE0781
 AE0781.The horizontal coordinates were scaled from a topographic map and have
 AE0781.an estimated accuracy of +/- 6 seconds.
 AE0781
 AE0781.The orthometric height was computed from unverified reset data.
 AE0781
 AE0781.The geoid height was determined by GEOID03.
 AE0781
 AE0781;                    North         East    Units  Estimated Accuracy
 AE0781;SPC TX S     - 5,137,790.      259,170.      MT  (+/- 180 meters Scaled)
 AE0781
 AE0781                          SUPERSEDED SURVEY CONTROL
 AE0781
 AE0781.No superseded survey control is available for this station.
 AE0781
 AE0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ088764(NAD 83)
 AE0781_MARKER: DB = BENCH MARK DISK
 AE0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0781_STAMPING: K 689 RESET 1948
 AE0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0781+STABILITY: SURFACE MOTION
 AE0781
 AE0781  HISTORY     - Date     Condition        Report By
 AE0781  HISTORY     - 1948     MONUMENTED       TXHD
 AE0781
 AE0781                          STATION DESCRIPTION
 AE0781
 AE0781'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1948
 AE0781'2.2 MI NW FROM GUERRA.
 AE0781'2.2 MILES NORTHWEST ALONG FARM-TO-MARKET ROAD 649 FROM THE SCHOOL AT
 AE0781'GUERRA, JIM HOGG COUNTY, 0.1 MILE NORTH OF THE INTERSECTION OF A DIRT
 AE0781'ROAD LEADING NORTHWEST, 50 FEET WEST OF THE CENTER LINE OF THE ROAD. A
 AE0781'STANDARD DISK, STAMPED K 689 RESET 1948 AND SET IN THE TOP OF A
 AE0781'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1148 ***********************************************************************
 AW1148  DESIGNATION -  K 691
 AW1148  PID         -  AW1148
 AW1148  STATE/COUNTY-  TX/BRAZORIA
 AW1148  USGS QUAD   -  MUSTANG BAYOU (1974)
 AW1148
 AW1148                         *CURRENT SURVEY CONTROL
 AW1148  ___________________________________________________________________
 AW1148* NAD 83(1986)-  29 20 38.     (N)    095 13 52.     (W)     SCALED    
 AW1148* NAVD 88     -         7.49   (+/-2cm)      24.6    (feet)  VERTCON   
 AW1148  ___________________________________________________________________
 AW1148  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW1148
 AW1148  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1148
 AW1148.The horizontal coordinates were scaled from a topographic map and have
 AW1148.an estimated accuracy of +/- 6 seconds.
 AW1148
 AW1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1148.The vertical order pertains to the NGVD 29 superseded value.
 AW1148
 AW1148.The geoid height was determined by GEOID03.
 AW1148
 AW1148;                    North         East    Units  Estimated Accuracy
 AW1148;SPC TXSC     - 4,173,310.      965,900.      MT  (+/- 180 meters Scaled)
 AW1148
 AW1148                          SUPERSEDED SURVEY CONTROL
 AW1148
 AW1148  NGVD 29 (??/??/92)    7.486  (m)           24.56   (f) ADJ UNCH    1 1
 AW1148
 AW1148.Superseded values are not recommended for survey control.
 AW1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1148.See file dsdata.txt to determine how the superseded data were derived.
 AW1148
 AW1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN833481(NAD 83)
 AW1148_MARKER: DB = BENCH MARK DISK
 AW1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1148_STAMPING: K 691 1942
 AW1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1148+STABILITY: SURFACE MOTION
 AW1148
 AW1148  HISTORY     - Date     Condition        Report By
 AW1148  HISTORY     - 1942     MONUMENTED       CGS
 AW1148  HISTORY     - 1973     GOOD             NGS
 AW1148  HISTORY     - 1978     GOOD             NGS
 AW1148  HISTORY     - 1991     GOOD             USPSQD
 AW1148
 AW1148                          STATION DESCRIPTION
 AW1148
 AW1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1148'4.3 MI NE FROM LIVERPOOL.
 AW1148'4.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1148'CROSSING OF MAIN STREET AT LIVERPOOL, ALONG THE NORTHWEST SIDE OF A
 AW1148'CHAIN LINK FENCE AROUND A PHILLPS 66 OIL LOADING AREA, 96.6 FEET
 AW1148'SOUTHEAST OF THE SOUTHEAST RAIL, 51.3 FEET SOUTHWEST OF THE NORTH
 AW1148'CORNER OF THE FENCE, 29.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF A
 AW1148'SIDE TRACK, 0.5 FOOT NORTHWEST OF A FENCE, 1.0 FOOT SOUTHEAST OF A
 AW1148'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 AW1148'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 AW1148
 AW1148                          STATION RECOVERY (1978)
 AW1148
 AW1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1148'RECOVERED IN GOOD CONDITION.
 AW1148
 AW1148                          STATION RECOVERY (1991)
 AW1148
 AW1148'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4043 ***********************************************************************
 AW4043  DESIGNATION -  K 692
 AW4043  PID         -  AW4043
 AW4043  STATE/COUNTY-  TX/BRAZORIA
 AW4043  USGS QUAD   -  ROSHARON (1974)
 AW4043
 AW4043                         *CURRENT SURVEY CONTROL
 AW4043  ___________________________________________________________________
 AW4043* NAD 83(1986)-  29 22 02.     (N)    095 28 07.     (W)     SCALED    
 AW4043* NAVD 88     -        16.79   (+/-2cm)      55.1    (feet)  VERTCON   
 AW4043  ___________________________________________________________________
 AW4043  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW4043
 AW4043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4043
 AW4043.The horizontal coordinates were scaled from a topographic map and have
 AW4043.an estimated accuracy of +/- 6 seconds.
 AW4043
 AW4043.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4043.The vertical order pertains to the NGVD 29 superseded value.
 AW4043
 AW4043.The geoid height was determined by GEOID03.
 AW4043
 AW4043;                    North         East    Units  Estimated Accuracy
 AW4043;SPC TXSC     - 4,175,170.      942,770.      MT  (+/- 180 meters Scaled)
 AW4043
 AW4043                          SUPERSEDED SURVEY CONTROL
 AW4043
 AW4043  NGVD 29 (??/??/92)   16.791  (m)           55.09   (f) ADJ UNCH    2 0
 AW4043
 AW4043.Superseded values are not recommended for survey control.
 AW4043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4043.See file dsdata.txt to determine how the superseded data were derived.
 AW4043
 AW4043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN603512(NAD 83)
 AW4043_MARKER: DB = BENCH MARK DISK
 AW4043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4043_SP_SET: CULVERT
 AW4043_STAMPING: K 692 1942
 AW4043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4043+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004
 AW4043
 AW4043  HISTORY     - Date     Condition        Report By
 AW4043  HISTORY     - 1942     MONUMENTED       CGS
 AW4043  HISTORY     - 1987     GOOD             USPSQD
 AW4043  HISTORY     - 1988     GOOD             USPSQD
 AW4043  HISTORY     - 20040312 GOOD             USPSQD
 AW4043
 AW4043                          STATION DESCRIPTION
 AW4043
 AW4043'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4043'1.05 MI N FROM ROSHARON.
 AW4043'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 1.05 MILE NORTH
 AW4043'ALONG THE MISSOURI PACIFIC RAILROAD TO A PRIVATE ROAD CROSSING AND TO
 AW4043'SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND
 AW4043'TOP OF THE NORTH HEADWALL OF A 3X3 FOOT CONCRETE DRAINAGE DITCH
 AW4043'CULVERT RUNNING PARALLEL WITH THE TRACK.  IT IS 51.0 FEET WEST OF AND
 AW4043'ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY NO. 288, ABOUT 45.0 FEET
 AW4043'EAST OF AND LEVEL WITH THE CENTERLINE OF TRACK, ABOUT 12.0 FEET NORTH
 AW4043'OF THE CENTERLINE OF PRIVATE ROAD.
 AW4043
 AW4043                          STATION RECOVERY (1987)
 AW4043
 AW4043'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW4043'RECOVERED IN GOOD CONDITION.
 AW4043
 AW4043                          STATION RECOVERY (1988)
 AW4043
 AW4043'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4043'RECOVERED IN GOOD CONDITION.
 AW4043
 AW4043                          STATION RECOVERY (2004)
 AW4043
 AW4043'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4043'GO SOUTH ON HW 521 FROM ARCOLA TO N29 22 02.7 W095 28 07.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1163 ***********************************************************************
 AW1163  DESIGNATION -  K 693
 AW1163  PID         -  AW1163
 AW1163  STATE/COUNTY-  TX/BRAZORIA
 AW1163  USGS QUAD   -  DANBURY (1974)
 AW1163
 AW1163                         *CURRENT SURVEY CONTROL
 AW1163  ___________________________________________________________________
 AW1163* NAD 83(1986)-  29 14 23.     (N)    095 21 14.     (W)     SCALED    
 AW1163* NAVD 88     -         8.08   (+/-2cm)      26.5    (feet)  VERTCON   
 AW1163  ___________________________________________________________________
 AW1163  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1163
 AW1163  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1163
 AW1163.The horizontal coordinates were scaled from a topographic map and have
 AW1163.an estimated accuracy of +/- 6 seconds.
 AW1163
 AW1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1163.The vertical order pertains to the NGVD 29 superseded value.
 AW1163
 AW1163.The geoid height was determined by GEOID03.
 AW1163
 AW1163;                    North         East    Units  Estimated Accuracy
 AW1163;SPC TXSC     - 4,161,390.      954,350.      MT  (+/- 180 meters Scaled)
 AW1163
 AW1163                          SUPERSEDED SURVEY CONTROL
 AW1163
 AW1163  NGVD 29 (??/??/92)    8.080  (m)           26.51   (f) ADJ UNCH    1 1
 AW1163
 AW1163.Superseded values are not recommended for survey control.
 AW1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1163.See file dsdata.txt to determine how the superseded data were derived.
 AW1163
 AW1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN712368(NAD 83)
 AW1163_MARKER: DB = BENCH MARK DISK
 AW1163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1163_SP_SET: CULVERT
 AW1163_STAMPING: K 693 1942
 AW1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1163
 AW1163  HISTORY     - Date     Condition        Report By
 AW1163  HISTORY     - 1942     MONUMENTED       CGS
 AW1163  HISTORY     - 1952     GOOD             NGS
 AW1163  HISTORY     - 1978     GOOD             NGS
 AW1163  HISTORY     - 19970628 MARK NOT FOUND   USPSQD
 AW1163
 AW1163                          STATION DESCRIPTION
 AW1163
 AW1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW1163'0.9 MI NW FROM DANBURY.
 AW1163'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AW1163'AT DANBURY, PROCEED 0.9 MILE NORTHWEST ALONG A SHELL ROAD TO A 5 X 2
 AW1163'FOOT CONCRETE CULVERT UNDER SHELL ROAD AND SITE OF BENCH MARK.  BENCH
 AW1163'MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE SOUTHWEST
 AW1163'HEADWALL OF CULVERT.  IT IS 18.5 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT
 AW1163'ABOVE THE CENTERLINE OF ROAD.
 AW1163
 AW1163                          STATION RECOVERY (1952)
 AW1163
 AW1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 AW1163'RECOVERED IN GOOD CONDITION.
 AW1163
 AW1163                          STATION RECOVERY (1978)
 AW1163
 AW1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1163'RECOVERED IN GOOD CONDITION.
 AW1163
 AW1163                          STATION RECOVERY (1997)
 AW1163
 AW1163'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1212 ***********************************************************************
 AN1212  DESIGNATION -  K 694
 AN1212  PID         -  AN1212
 AN1212  STATE/COUNTY-  TX/REFUGIO
 AN1212  USGS QUAD   -  CRANELL (1978)
 AN1212
 AN1212                         *CURRENT SURVEY CONTROL
 AN1212  ___________________________________________________________________
 AN1212* NAD 83(1986)-  28 08 47.     (N)    097 24 38.     (W)     SCALED    
 AN1212* NAVD 88     -        14.720  (meters)      48.29   (feet)  ADJUSTED  
 AN1212  ___________________________________________________________________
 AN1212  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AN1212  DYNAMIC HT  -          14.698 (meters)      48.22  (feet)  COMP
 AN1212  MODELED GRAV-     979,143.4   (mgal)                       NAVD 88
 AN1212
 AN1212  VERT ORDER  -  FIRST     CLASS I
 AN1212
 AN1212.The horizontal coordinates were scaled from a topographic map and have
 AN1212.an estimated accuracy of +/- 6 seconds.
 AN1212
 AN1212.The orthometric height was determined by differential leveling
 AN1212.and adjusted by the National Geodetic Survey in June 1991..
 AN1212.WARNING-Repeat measurements at this control monument indicate possible
 AN1212.vertical movement.
 AN1212
 AN1212.The geoid height was determined by GEOID03.
 AN1212
 AN1212.The dynamic height is computed by dividing the NAVD 88
 AN1212.geopotential number by the normal gravity value computed on the
 AN1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1212.degrees latitude (g = 980.6199 gals.).
 AN1212
 AN1212.The modeled gravity was interpolated from observed gravity values.
 AN1212
 AN1212;                    North         East    Units  Estimated Accuracy
 AN1212;SPC TXSC     - 4,035,760.      756,140.      MT  (+/- 180 meters Scaled)
 AN1212
 AN1212                          SUPERSEDED SURVEY CONTROL
 AN1212
 AN1212  NGVD 29 (??/??/92)   14.890  (m)           48.85   (f) ADJ UNCH    1 1
 AN1212
 AN1212.Superseded values are not recommended for survey control.
 AN1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1212.See file dsdata.txt to determine how the superseded data were derived.
 AN1212
 AN1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS560144(NAD 83)
 AN1212_MARKER: DB = BENCH MARK DISK
 AN1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1212_STAMPING: K 694 1942
 AN1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1212+STABILITY: SURFACE MOTION
 AN1212
 AN1212  HISTORY     - Date     Condition        Report By
 AN1212  HISTORY     - 1942     MONUMENTED       CGS
 AN1212  HISTORY     - 1978     GOOD             NGS
 AN1212  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1212  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1212  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1212
 AN1212                          STATION DESCRIPTION
 AN1212
 AN1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1212'8.0 MI SW FROM WOODSBORO.
 AN1212'TO REACH FROM THE RAILROAD STATION AT WOODSBORO, PROCEED 8.0 MILES
 AN1212'SOUTHWEST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN1212'POST NO.172 AND SITE OF BENCH MARK.  BENCH MARK IS 1.7 MILES SOUTHWEST
 AN1212'OF THE STATION SIGN POST CRANELL, 52.0 FEET SOUTHEAST OF THE
 AN1212'CENTERLINE OF U.S. HIGHWAY NO.77.  IT IS 41.0 FEET NORTHWEST OF AND
 AN1212'ABOUT 2.0 FEET BELOW THE CENTERLINE OF TRACK, 7.0 FEET NORTHEAST OF
 AN1212'THE MILE POST.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE
 AN1212'WOODEN MARKER POST AND PROJECTS 0.3 FOOT.  STAMPED K 694 1949 AND SET
 AN1212'IN THE TOP OF A CONCRETE POST.
 AN1212
 AN1212                          STATION RECOVERY (1978)
 AN1212
 AN1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1212'RECOVERED IN GOOD CONDITION.
 AN1212
 AN1212                          STATION RECOVERY (1990)
 AN1212
 AN1212'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1212'MARK NOT FOUND.
 AN1212
 AN1212                          STATION RECOVERY (1994)
 AN1212
 AN1212'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1212'MARK NOT FOUND.
 AN1212
 AN1212                          STATION RECOVERY (1999)
 AN1212
 AN1212'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0564 ***********************************************************************
 AN0564  DESIGNATION -  K 696
 AN0564  PID         -  AN0564
 AN0564  STATE/COUNTY-  TX/JACKSON
 AN0564  USGS QUAD   -  MANSON (1995)
 AN0564
 AN0564                         *CURRENT SURVEY CONTROL
 AN0564  ___________________________________________________________________
 AN0564* NAD 83(1986)-  28 56 47.     (N)    096 36 44.     (W)     SCALED    
 AN0564* NAVD 88     -        17.25   (+/-2cm)      56.6    (feet)  VERTCON   
 AN0564  ___________________________________________________________________
 AN0564  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0564
 AN0564  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0564
 AN0564.The horizontal coordinates were scaled from a topographic map and have
 AN0564.an estimated accuracy of +/- 6 seconds.
 AN0564
 AN0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0564.The vertical order pertains to the NGVD 29 superseded value.
 AN0564
 AN0564.The geoid height was determined by GEOID03.
 AN0564
 AN0564;                    North         East    Units  Estimated Accuracy
 AN0564;SPC TXSC     - 4,125,730.      832,740.      MT  (+/- 180 meters Scaled)
 AN0564
 AN0564                          SUPERSEDED SURVEY CONTROL
 AN0564
 AN0564  NGVD 29 (??/??/92)   17.266  (m)           56.65   (f) ADJ UNCH    2 0
 AN0564
 AN0564.Superseded values are not recommended for survey control.
 AN0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0564.See file dsdata.txt to determine how the superseded data were derived.
 AN0564
 AN0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT327043(NAD 83)
 AN0564_MARKER: DB = BENCH MARK DISK
 AN0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0564_STAMPING: K 696 1943
 AN0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0564+STABILITY: SURFACE MOTION
 AN0564
 AN0564  HISTORY     - Date     Condition        Report By
 AN0564  HISTORY     - 1943     MONUMENTED       CGS
 AN0564
 AN0564                          STATION DESCRIPTION
 AN0564
 AN0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0564'3.2 MI SE FROM EDNA.
 AN0564'TO REACH FROM THE COUNTY COURT HOUSE AT EDNA, PROCEED 2.2 MILES
 AN0564'SOUTHEAST ALONG STATE HIGHWAY NO. 111 TO THE INTERSECTION OF IMPROVED
 AN0564'ROAD LEADING TO LOLITA, THENCE GO 1.0 MILE SOUTHERLY ON LOLITA ROAD
 AN0564'AND SITE OF BENCH MARK.  BENCH MARK IS 0.4 MILE SOUTHEAST OF A SIDE
 AN0564'ROAD.  IT IS 44.0 FEET SOUTHEAST OF A POWER LINE POLE NO. 43, ABOUT
 AN0564'26.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AN0564'OF ROAD, AND IN LINE WITH A ROW OF POWER LINE POLES.  MONUMENT IS 3.0
 AN0564'FEET NORTHWEST OF A 4X4 INCH WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0565 ***********************************************************************
 AN0565  DESIGNATION -  K 696 RESET 1953
 AN0565  PID         -  AN0565
 AN0565  STATE/COUNTY-  TX/JACKSON
 AN0565  USGS QUAD   -  MANSON (1995)
 AN0565
 AN0565                         *CURRENT SURVEY CONTROL
 AN0565  ___________________________________________________________________
 AN0565* NAD 83(1986)-  28 56 47.     (N)    096 36 44.     (W)     SCALED    
 AN0565* NAVD 88     -        16.954  (meters)      55.62   (feet)  ADJUSTED  
 AN0565  ___________________________________________________________________
 AN0565  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AN0565  DYNAMIC HT  -          16.929 (meters)      55.54  (feet)  COMP
 AN0565  MODELED GRAV-     979,213.8   (mgal)                       NAVD 88
 AN0565
 AN0565  VERT ORDER  -  FIRST     CLASS I
 AN0565
 AN0565.The horizontal coordinates were scaled from a topographic map and have
 AN0565.an estimated accuracy of +/- 6 seconds.
 AN0565
 AN0565.The orthometric height was determined by differential leveling
 AN0565.and adjusted by the National Geodetic Survey in June 1991..
 AN0565
 AN0565.The geoid height was determined by GEOID03.
 AN0565
 AN0565.The dynamic height is computed by dividing the NAVD 88
 AN0565.geopotential number by the normal gravity value computed on the
 AN0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0565.degrees latitude (g = 980.6199 gals.).
 AN0565
 AN0565.The modeled gravity was interpolated from observed gravity values.
 AN0565
 AN0565;                    North         East    Units  Estimated Accuracy
 AN0565;SPC TXSC     - 4,125,730.      832,740.      MT  (+/- 180 meters Scaled)
 AN0565
 AN0565                          SUPERSEDED SURVEY CONTROL
 AN0565
 AN0565  NGVD 29 (??/??/92)   16.966  (m)           55.66   (f) ADJ UNCH    1 1
 AN0565
 AN0565.Superseded values are not recommended for survey control.
 AN0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0565.See file dsdata.txt to determine how the superseded data were derived.
 AN0565
 AN0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT327043(NAD 83)
 AN0565_MARKER: DB = BENCH MARK DISK
 AN0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0565_STAMPING: K 696 RESET 1953
 AN0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0565+STABILITY: SURFACE MOTION
 AN0565
 AN0565  HISTORY     - Date     Condition        Report By
 AN0565  HISTORY     - 1953     MONUMENTED       TXHD
 AN0565  HISTORY     - 1972     GOOD             NGS
 AN0565
 AN0565                          STATION DESCRIPTION
 AN0565
 AN0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0565'3.15 MI SE FROM EDNA.
 AN0565'ABOUT 2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0565'AT EDNA, THENCE 0.95 MILE SOUTHEAST ALONG FARM TO MARKET ROAD NO.
 AN0565'1822, 0.3 MILE NORTHWEST OF A PRIVATE DRIVEWAY LEADING TO A FRAME
 AN0565'HOUSE, 1 1/2 POWER POLES NORTHWEST OF A PIPE CULVERT, 49 FEET
 AN0565'SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 43 FEET SOUTHEAST OF A
 AN0565'POWER LINE POLE, 1.5 FEET NORTHEAST OF A FENCE LINE, 1 FOOT NORTHWEST
 AN0565'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE FARM ROAD, SET
 AN0565'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHS ABOVE THE LEVEL OF
 AN0565'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0640 ***********************************************************************
 AN0640  DESIGNATION -  K 697
 AN0640  PID         -  AN0640
 AN0640  STATE/COUNTY-  TX/VICTORIA
 AN0640  USGS QUAD   -  LA SALLE (1995)
 AN0640
 AN0640                         *CURRENT SURVEY CONTROL
 AN0640  ___________________________________________________________________
 AN0640* NAD 83(1986)-  28 48 23.     (N)    096 43 19.     (W)     SCALED    
 AN0640* NAVD 88     -        10.87   (+/-2cm)      35.7    (feet)  VERTCON   
 AN0640  ___________________________________________________________________
 AN0640  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AN0640
 AN0640  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0640
 AN0640.The horizontal coordinates were scaled from a topographic map and have
 AN0640.an estimated accuracy of +/- 6 seconds.
 AN0640
 AN0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0640.The vertical order pertains to the NGVD 29 superseded value.
 AN0640
 AN0640.The geoid height was determined by GEOID03.
 AN0640
 AN0640;                    North         East    Units  Estimated Accuracy
 AN0640;SPC TXSC     - 4,110,010.      822,350.      MT  (+/- 180 meters Scaled)
 AN0640
 AN0640                          SUPERSEDED SURVEY CONTROL
 AN0640
 AN0640  NGVD 29 (??/??/92)   10.98   (m)           36.0    (f) COMPUTED    2 0
 AN0640
 AN0640.Superseded values are not recommended for survey control.
 AN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0640.See file dsdata.txt to determine how the superseded data were derived.
 AN0640
 AN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS223886(NAD 83)
 AN0640_MARKER: DB = BENCH MARK DISK
 AN0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0640_STAMPING: K 697 1943
 AN0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0640+STABILITY: SURFACE MOTION
 AN0640
 AN0640  HISTORY     - Date     Condition        Report By
 AN0640  HISTORY     - 1943     MONUMENTED       CGS
 AN0640  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0640
 AN0640                          STATION DESCRIPTION
 AN0640
 AN0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0640'8.4 MI SE FROM INEZ.
 AN0640'8.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 AN0640'INEZ, VICTORIA COUNTY, 0.3 MILES NORTHWEST OF A LARGE RANCH HOUSE, 180
 AN0640'FEET SOUTHEAST OF A SMALL CONCRETE CULVERT, 39 FEET NORTHEAST OF THE
 AN0640'CENTERLINE OF THE ROAD, 5 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT
 AN0640'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHEAST OF A WHITE
 AN0640'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD
 AN0640'DISK, STAMPED K 697 1943 AND SET IN THE TOP OF A CONCRETE POST
 AN0640'PROJECTING 0.3 FOOT ABOVE GROUND.  NOTE-- THE AREA IS NOW PRIVATE
 AN0640'PROPERTY.  THE FENCE HAS BEEN REMOVED.  MARK MAY BE BURIED OR
 AN0640'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0624 ***********************************************************************
 AN0624  DESIGNATION -  K 698
 AN0624  PID         -  AN0624
 AN0624  STATE/COUNTY-  TX/VICTORIA
 AN0624  USGS QUAD   -  VICTORIA EAST (1995)
 AN0624
 AN0624                         *CURRENT SURVEY CONTROL
 AN0624  ___________________________________________________________________
 AN0624* NAD 83(1986)-  28 50 21.     (N)    096 52 57.     (W)     SCALED    
 AN0624* NAVD 88     -        25.20   (+/-2cm)      82.7    (feet)  VERTCON   
 AN0624  ___________________________________________________________________
 AN0624  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0624
 AN0624  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0624
 AN0624.The horizontal coordinates were scaled from a topographic map and have
 AN0624.an estimated accuracy of +/- 6 seconds.
 AN0624
 AN0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0624.The vertical order pertains to the NGVD 29 superseded value.
 AN0624
 AN0624.The geoid height was determined by GEOID03.
 AN0624
 AN0624;                    North         East    Units  Estimated Accuracy
 AN0624;SPC TXSC     - 4,113,350.      806,610.      MT  (+/- 180 meters Scaled)
 AN0624
 AN0624                          SUPERSEDED SURVEY CONTROL
 AN0624
 AN0624  NGVD 29 (??/??/92)   25.28   (m)           82.9    (f) COMPUTED    2 0
 AN0624
 AN0624.Superseded values are not recommended for survey control.
 AN0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0624.See file dsdata.txt to determine how the superseded data were derived.
 AN0624
 AN0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS065920(NAD 83)
 AN0624_MARKER: DB = BENCH MARK DISK
 AN0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0624_STAMPING: K 698 1943
 AN0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0624+STABILITY: SURFACE MOTION
 AN0624
 AN0624  HISTORY     - Date     Condition        Report By
 AN0624  HISTORY     - 1943     MONUMENTED       CGS
 AN0624
 AN0624                          STATION DESCRIPTION
 AN0624
 AN0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0624'1.0 MI SE FROM TELFENER.
 AN0624'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT TELFENER,
 AN0624'PROCEED 1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD AND SITE OF BENCH MARK.
 AN0624'BENCH MARK IS 0.2 MILE SOUTHEAST OF WHERE A POWER LINE CROSSES THE
 AN0624'ROAD.  IT IS 28.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AN0624'THE CENTERLINE OF ROAD, ABOUT 1.0 FOOT SOUTHWEST OF THE RIGHT OF WAY
 AN0624'FENCE.  MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH WOODEN MARKER
 AN0624'POST AND PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0625 ***********************************************************************
 AN0625  DESIGNATION -  K 698 RESET 1955
 AN0625  PID         -  AN0625
 AN0625  STATE/COUNTY-  TX/VICTORIA
 AN0625  USGS QUAD   -  VICTORIA EAST (1995)
 AN0625
 AN0625                         *CURRENT SURVEY CONTROL
 AN0625  ___________________________________________________________________
 AN0625* NAD 83(1986)-  28 50 21.     (N)    096 52 56.     (W)     SCALED    
 AN0625* NAVD 88     -        25.02   (+/-2cm)      82.1    (feet)  VERTCON   
 AN0625  ___________________________________________________________________
 AN0625  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AN0625
 AN0625  VERT ORDER  -  THIRD (See Below)
 AN0625
 AN0625.The horizontal coordinates were scaled from a topographic map and have
 AN0625.an estimated accuracy of +/- 6 seconds.
 AN0625
 AN0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0625.The vertical order pertains to the NGVD 29 superseded value.
 AN0625
 AN0625.The geoid height was determined by GEOID03.
 AN0625
 AN0625;                    North         East    Units  Estimated Accuracy
 AN0625;SPC TXSC     - 4,113,350.      806,640.      MT  (+/- 180 meters Scaled)
 AN0625
 AN0625                          SUPERSEDED SURVEY CONTROL
 AN0625
 AN0625  NGVD 29 (??/??/??)   25.11   (m)           82.4    (f) RESET       3  
 AN0625
 AN0625.Superseded values are not recommended for survey control.
 AN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0625.See file dsdata.txt to determine how the superseded data were derived.
 AN0625
 AN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS066920(NAD 83)
 AN0625_MARKER: DD = SURVEY DISK
 AN0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0625_STAMPING: K 698 RESET 1955
 AN0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0625+STABILITY: SURFACE MOTION
 AN0625
 AN0625  HISTORY     - Date     Condition        Report By
 AN0625  HISTORY     - 1955     MONUMENTED       TXHD
 AN0625  HISTORY     - 1973     MARK NOT FOUND   NGS
 AN0625  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 AN0625
 AN0625                          STATION DESCRIPTION
 AN0625
 AN0625'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0625'1.0 MI SE FROM TELFENER.
 AN0625'1.0 MILE SOUTHEAST ALONG FARM-TO-MARKET HIGHWAY 1686 FROM THE TEXAS
 AN0625'AND NEW ORLEANS RAILROAD STATION AT TELFENER, VICTORIA COUNTY, 0.2
 AN0625'MILE SOUTHEAST OF THE CROSSING OF A POWER-TRANSMISSION LINE, 51.5 FEET
 AN0625'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET SOUTHWEST OF THE
 AN0625'RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. A
 AN0625'STANDARD DISK, STAMPED K 698 RESET 1955 AND SET IN THE TOP OF A
 AN0625'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AN0625
 AN0625                          STATION RECOVERY (1973)
 AN0625
 AN0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0625'MARK NOT FOUND.
 AN0625
 AN0625                          STATION RECOVERY (1991)
 AN0625
 AN0625'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0673 ***********************************************************************
 AN0673  DESIGNATION -  K 699
 AN0673  PID         -  AN0673
 AN0673  STATE/COUNTY-  TX/VICTORIA
 AN0673  USGS QUAD   -  BLOOMINGTON (1995)
 AN0673
 AN0673                         *CURRENT SURVEY CONTROL
 AN0673  ___________________________________________________________________
 AN0673* NAD 83(1986)-  28 44 11.     (N)    096 53 57.     (W)     SCALED    
 AN0673* NAVD 88     -        21.52   (+/-2cm)      70.6    (feet)  VERTCON   
 AN0673  ___________________________________________________________________
 AN0673  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0673
 AN0673  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0673
 AN0673.The horizontal coordinates were scaled from a topographic map and have
 AN0673.an estimated accuracy of +/- 6 seconds.
 AN0673
 AN0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0673.The vertical order pertains to the NGVD 29 superseded value.
 AN0673
 AN0673.The geoid height was determined by GEOID03.
 AN0673
 AN0673;                    North         East    Units  Estimated Accuracy
 AN0673;SPC TXSC     - 4,101,930.      805,190.      MT  (+/- 180 meters Scaled)
 AN0673
 AN0673                          SUPERSEDED SURVEY CONTROL
 AN0673
 AN0673  NGVD 29 (??/??/92)   21.63   (m)           71.0    (f) COMPUTED    2 0
 AN0673
 AN0673.Superseded values are not recommended for survey control.
 AN0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0673.See file dsdata.txt to determine how the superseded data were derived.
 AN0673
 AN0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS051805(NAD 83)
 AN0673_MARKER: DB = BENCH MARK DISK
 AN0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0673_SP_SET: CULVERT
 AN0673_STAMPING: K 699 1943
 AN0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0673
 AN0673  HISTORY     - Date     Condition        Report By
 AN0673  HISTORY     - 1943     MONUMENTED       CGS
 AN0673
 AN0673                          STATION DESCRIPTION
 AN0673
 AN0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0673'1.9 MI SE FROM GUADALUPE.
 AN0673'TO REACH FROM THE SCHOOL BUILDING AT GUADALUPE, PROCEED 1.9 MILES
 AN0673'SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD TO A 6X4 FEET
 AN0673'CONCRETE CULVERT UNDER STATE HIGHWAY NO. 87 AND SITE OF BENCH MARK.
 AN0673'BENCH MARK IS ABOUT 100.0 FEET SOUTHWEST OF THE TRACK AND SET
 AN0673'HORIZONTALLY IN THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL
 AN0673'IT IS 15.4 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE
 AN0673'CENTERLINE OF HIGHWAY NO.87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0674 ***********************************************************************
 AN0674  DESIGNATION -  K 699 RESET 1959
 AN0674  PID         -  AN0674
 AN0674  STATE/COUNTY-  TX/VICTORIA
 AN0674  USGS QUAD   -  BLOOMINGTON (1995)
 AN0674
 AN0674                         *CURRENT SURVEY CONTROL
 AN0674  ___________________________________________________________________
 AN0674* NAD 83(1986)-  28 44 11.     (N)    096 53 58.     (W)     SCALED    
 AN0674* NAVD 88     -        21.02   (+/-2cm)      69.0    (feet)  VERTCON   
 AN0674  ___________________________________________________________________
 AN0674  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0674
 AN0674  VERT ORDER  -  THIRD (See Below)
 AN0674
 AN0674.The horizontal coordinates were scaled from a topographic map and have
 AN0674.an estimated accuracy of +/- 6 seconds.
 AN0674
 AN0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0674.The vertical order pertains to the NGVD 29 superseded value.
 AN0674
 AN0674.The geoid height was determined by GEOID03.
 AN0674
 AN0674;                    North         East    Units  Estimated Accuracy
 AN0674;SPC TXSC     - 4,101,930.      805,170.      MT  (+/- 180 meters Scaled)
 AN0674
 AN0674                          SUPERSEDED SURVEY CONTROL
 AN0674
 AN0674  NGVD 29 (??/??/??)   21.13   (m)           69.3    (f) RESET       3  
 AN0674
 AN0674.Superseded values are not recommended for survey control.
 AN0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0674.See file dsdata.txt to determine how the superseded data were derived.
 AN0674
 AN0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS051805(NAD 83)
 AN0674_MARKER: DB = BENCH MARK DISK
 AN0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0674_STAMPING: K 699 RESET 1959
 AN0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0674+STABILITY: SURFACE MOTION
 AN0674
 AN0674  HISTORY     - Date     Condition        Report By
 AN0674  HISTORY     - 1959     MONUMENTED       CGS
 AN0674  HISTORY     - 1990     GOOD             USPSQD
 AN0674
 AN0674                          STATION DESCRIPTION
 AN0674
 AN0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN0674'1.9 MI SE FROM GUADALUPE.
 AN0674'ABOUT 1.9 MILES SOUTHEAST ALONG THE T. AND N.O.R.R. AND U.S. HIGHWAY
 AN0674'NO.87 FROM THE OLD PUBLIC SCHOOL AT GUADALUPE, AT THE CROSSING OF
 AN0674'MENKE ROAD, ABOUT 25 YARDS NORTHEAST OF THE RAILROAD, 23 YARDS
 AN0674'NORTHWEST OF THE CENTERLINE OF MENKE ROAD, 1 FOOT WEST OF THE
 AN0674'NORTHEAST RIGHT-OF-WAY LINE AND 2 FEET SOUTH OF A RAIL POST MARKING
 AN0674'THE RIGHT-OF-WAY LINE.  A STANDARD DISK STAMPED K 699 RESET 1959 IN A
 AN0674'CONCRETE POST PROJECTING ABOUT 6 INCHES.
 AN0674
 AN0674                          STATION RECOVERY (1990)
 AN0674
 AN0674'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0001 ***********************************************************************
 DQ0001  DESIGNATION -  K 70
 DQ0001  PID         -  DQ0001
 DQ0001  STATE/COUNTY-  TX/LAMB
 DQ0001  USGS QUAD   -  BULL LAKE (1981)
 DQ0001
 DQ0001                         *CURRENT SURVEY CONTROL
 DQ0001  ___________________________________________________________________
 DQ0001* NAD 83(1986)-  33 58 39.     (N)    102 23 43.     (W)     SCALED    
 DQ0001* NAVD 88     -      1107.994  (meters)    3635.14   (feet)  ADJUSTED  
 DQ0001  ___________________________________________________________________
 DQ0001  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 DQ0001  DYNAMIC HT  -        1106.558 (meters)    3630.43  (feet)  COMP
 DQ0001  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 DQ0001
 DQ0001  VERT ORDER  -  FIRST     CLASS II
 DQ0001
 DQ0001.The horizontal coordinates were scaled from a topographic map and have
 DQ0001.an estimated accuracy of +/- 6 seconds.
 DQ0001
 DQ0001.The orthometric height was determined by differential leveling
 DQ0001.and adjusted by the National Geodetic Survey in June 1991..
 DQ0001
 DQ0001.The geoid height was determined by GEOID03.
 DQ0001
 DQ0001.The dynamic height is computed by dividing the NAVD 88
 DQ0001.geopotential number by the normal gravity value computed on the
 DQ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0001.degrees latitude (g = 980.6199 gals.).
 DQ0001
 DQ0001.The modeled gravity was interpolated from observed gravity values.
 DQ0001
 DQ0001;                    North         East    Units  Estimated Accuracy
 DQ0001;SPC TXNC     - 2,262,930.      240,120.      MT  (+/- 180 meters Scaled)
 DQ0001
 DQ0001                          SUPERSEDED SURVEY CONTROL
 DQ0001
 DQ0001  NGVD 29 (??/??/92) 1107.512  (m)         3633.56   (f) ADJ UNCH    1 2
 DQ0001
 DQ0001.Superseded values are not recommended for survey control.
 DQ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0001.See file dsdata.txt to determine how the superseded data were derived.
 DQ0001
 DQ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT406627(NAD 83)
 DQ0001_MARKER: DB = BENCH MARK DISK
 DQ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0001_STAMPING: K 70 1930
 DQ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0001+STABILITY: SURFACE MOTION
 DQ0001
 DQ0001  HISTORY     - Date     Condition        Report By
 DQ0001  HISTORY     - 1930     MONUMENTED       CGS
 DQ0001  HISTORY     - 1934     GOOD             NGS
 DQ0001  HISTORY     - 1964     MARK NOT FOUND   USGS
 DQ0001  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0001
 DQ0001                          STATION DESCRIPTION
 DQ0001
 DQ0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0001'5 MI N FROM LITTLEFIELD.
 DQ0001'5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DQ0001'LITTLEFIELD, LAMB COUNTY, 38-1/2 RAILS NORTH OF MILEPOST 48, 50 FEET
 DQ0001'WEST OF THE CENTERLINE OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 DQ0001'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 DQ0001
 DQ0001                          STATION RECOVERY (1964)
 DQ0001
 DQ0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DQ0001'MARK NOT FOUND.
 DQ0001
 DQ0001                          STATION RECOVERY (1982)
 DQ0001
 DQ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0199 ***********************************************************************
 BO0199  DESIGNATION -  K 700
 BO0199  PID         -  BO0199
 BO0199  STATE/COUNTY-  TX/CROCKETT
 BO0199  USGS QUAD   -  INDIO HILL (1967)
 BO0199
 BO0199                         *CURRENT SURVEY CONTROL
 BO0199  ___________________________________________________________________
 BO0199* NAD 83(1986)-  30 50 54.     (N)    101 09 54.     (W)     SCALED    
 BO0199* NAVD 88     -       778.283  (meters)    2553.42   (feet)  ADJUSTED  
 BO0199  ___________________________________________________________________
 BO0199  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0199  DYNAMIC HT  -         777.148 (meters)    2549.69  (feet)  COMP
 BO0199  MODELED GRAV-     979,156.5   (mgal)                       NAVD 88
 BO0199
 BO0199  VERT ORDER  -  SECOND    CLASS 0
 BO0199
 BO0199.The horizontal coordinates were scaled from a topographic map and have
 BO0199.an estimated accuracy of +/- 6 seconds.
 BO0199
 BO0199.The orthometric height was determined by differential leveling
 BO0199.and adjusted by the National Geodetic Survey in June 1991..
 BO0199
 BO0199.The geoid height was determined by GEOID03.
 BO0199
 BO0199.The dynamic height is computed by dividing the NAVD 88
 BO0199.geopotential number by the normal gravity value computed on the
 BO0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0199.degrees latitude (g = 980.6199 gals.).
 BO0199
 BO0199.The modeled gravity was interpolated from observed gravity values.
 BO0199
 BO0199;                    North         East    Units  Estimated Accuracy
 BO0199;SPC TX C     - 3,131,290.      620,460.      MT  (+/- 180 meters Scaled)
 BO0199
 BO0199                          SUPERSEDED SURVEY CONTROL
 BO0199
 BO0199  NGVD 29 (??/??/92)  778.052  (m)         2552.66   (f) ADJ UNCH    2 0
 BO0199
 BO0199.Superseded values are not recommended for survey control.
 BO0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0199.See file dsdata.txt to determine how the superseded data were derived.
 BO0199
 BO0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV929148(NAD 83)
 BO0199_MARKER: DB = BENCH MARK DISK
 BO0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0199_SP_SET: CULVERT
 BO0199_STAMPING: K 700 1942
 BO0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0199
 BO0199  HISTORY     - Date     Condition        Report By
 BO0199  HISTORY     - 1942     MONUMENTED       CGS
 BO0199  HISTORY     - 1966     MARK NOT FOUND   NGS
 BO0199  HISTORY     - 1967     MARK NOT FOUND   USGS
 BO0199
 BO0199                          STATION DESCRIPTION
 BO0199
 BO0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0199'10.2 MI N FROM OZONA.
 BO0199'ABOUT 10.2 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE OZONA NATIONAL
 BO0199'BANK AT OZONA, CROCKETT COUNTY, AT A 5-FOOT CONCRETE CULVERT, IN THE
 BO0199'SOUTH END OF THE WEST HEAD WALL, 67 FEET SOUTHWEST ACROSS THE HIGHWAY
 BO0199'FROM A POLE, 33 FEET NORTHWEST ACROSS THE HIGHWAY FROM A DAGGER BUSH,
 BO0199'15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 INCHES
 BO0199'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 700 1942. NOTE--
 BO0199'IT IS BELIEVED THIS BENCH MARK WAS DESTROYED WHEN THE CULVERTS WERE
 BO0199'WIDENED DURING ROAD IMPROVEMENTS ALONG STATE HIGHWAY 163.
 BO0199
 BO0199                          STATION RECOVERY (1967)
 BO0199
 BO0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 BO0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0175 ***********************************************************************
 BO0175  DESIGNATION -  K 701
 BO0175  PID         -  BO0175
 BO0175  STATE/COUNTY-  TX/CROCKETT
 BO0175  USGS QUAD   -  MITCHELL CANYON NE (1979)
 BO0175
 BO0175                         *CURRENT SURVEY CONTROL
 BO0175  ___________________________________________________________________
 BO0175* NAD 83(1986)-  30 38 38.     (N)    101 16 17.     (W)     SCALED    
 BO0175* NAVD 88     -       768.950  (meters)    2522.80   (feet)  ADJUSTED  
 BO0175  ___________________________________________________________________
 BO0175  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 BO0175  DYNAMIC HT  -         767.814 (meters)    2519.07  (feet)  COMP
 BO0175  MODELED GRAV-     979,138.2   (mgal)                       NAVD 88
 BO0175
 BO0175  VERT ORDER  -  FIRST     CLASS II
 BO0175
 BO0175.The horizontal coordinates were scaled from a topographic map and have
 BO0175.an estimated accuracy of +/- 6 seconds.
 BO0175
 BO0175.The orthometric height was determined by differential leveling
 BO0175.and adjusted by the National Geodetic Survey in June 1991..
 BO0175
 BO0175.The geoid height was determined by GEOID03.
 BO0175
 BO0175.The dynamic height is computed by dividing the NAVD 88
 BO0175.geopotential number by the normal gravity value computed on the
 BO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0175.degrees latitude (g = 980.6199 gals.).
 BO0175
 BO0175.The modeled gravity was interpolated from observed gravity values.
 BO0175
 BO0175;                    North         East    Units  Estimated Accuracy
 BO0175;SPC TX C     - 3,108,710.      610,090.      MT  (+/- 180 meters Scaled)
 BO0175
 BO0175                          SUPERSEDED SURVEY CONTROL
 BO0175
 BO0175  NGVD 29 (??/??/92)  768.735  (m)         2522.09   (f) ADJ UNCH    1 2
 BO0175
 BO0175.Superseded values are not recommended for survey control.
 BO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0175.See file dsdata.txt to determine how the superseded data were derived.
 BO0175
 BO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU823923(NAD 83)
 BO0175_MARKER: DB = BENCH MARK DISK
 BO0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0175_STAMPING: K 701 1942
 BO0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0175+STABILITY: SURFACE MOTION
 BO0175
 BO0175  HISTORY     - Date     Condition        Report By
 BO0175  HISTORY     - 1942     MONUMENTED       CGS
 BO0175  HISTORY     - 1967     GOOD             USGS
 BO0175
 BO0175                          STATION DESCRIPTION
 BO0175
 BO0175'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BO0175'4.6 MI W FROM OZONA.
 BO0175'5.2 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURT HOUSE AT OZONA,
 BO0175'CROCKETT COUNTY, TO INTERSECTION OF U.S. HIGHWAY 290 AND RANCH ROAD
 BO0175'2083, THENCE 4.2 MILES SOUTH ALONG RANCH ROAD 2083.  AT THE JUNCTION
 BO0175'OF A DIRT ROAD LEADING SOUTHWEST, 47 FEET WEST OF THE CENTER LINE OF
 BO0175'RANCH ROAD 2083, 31 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD
 BO0175'LEADING SOUTHWEST AT CATTLEGUARD, 4 FEET EAST OF A WIRE FENCE, AND 1.2
 BO0175'FEET HIGHER THAN RANCH ROAD 2083.  A STANDARD DISK, STAMPED K 701
 BO0175'1942, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0228 ***********************************************************************
 BO0228  DESIGNATION -  K 702
 BO0228  PID         -  BO0228
 BO0228  STATE/COUNTY-  TX/CROCKETT
 BO0228  USGS QUAD   -  HOWARDS WELL (1970)
 BO0228
 BO0228                         *CURRENT SURVEY CONTROL
 BO0228  ___________________________________________________________________
 BO0228* NAD 83(1986)-  30 23 55.     (N)    101 29 00.     (W)     SCALED    
 BO0228* NAVD 88     -       591.335  (meters)    1940.07   (feet)  ADJUSTED  
 BO0228  ___________________________________________________________________
 BO0228  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 BO0228  DYNAMIC HT  -         590.450 (meters)    1937.17  (feet)  COMP
 BO0228  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 BO0228
 BO0228  VERT ORDER  -  FIRST     CLASS II
 BO0228
 BO0228.The horizontal coordinates were scaled from a topographic map and have
 BO0228.an estimated accuracy of +/- 6 seconds.
 BO0228
 BO0228.The orthometric height was determined by differential leveling
 BO0228.and adjusted by the National Geodetic Survey in June 1991..
 BO0228
 BO0228.The geoid height was determined by GEOID03.
 BO0228
 BO0228.The dynamic height is computed by dividing the NAVD 88
 BO0228.geopotential number by the normal gravity value computed on the
 BO0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0228.degrees latitude (g = 980.6199 gals.).
 BO0228
 BO0228.The modeled gravity was interpolated from observed gravity values.
 BO0228
 BO0228;                    North         East    Units  Estimated Accuracy
 BO0228;SPC TX C     - 3,081,710.      589,500.      MT  (+/- 180 meters Scaled)
 BO0228
 BO0228                          SUPERSEDED SURVEY CONTROL
 BO0228
 BO0228  NGVD 29 (??/??/92)  591.155  (m)         1939.48   (f) ADJ UNCH    1 2
 BO0228
 BO0228.Superseded values are not recommended for survey control.
 BO0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0228.See file dsdata.txt to determine how the superseded data were derived.
 BO0228
 BO0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU614655(NAD 83)
 BO0228_MARKER: DB = BENCH MARK DISK
 BO0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0228_STAMPING: K 702 1942
 BO0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0228+STABILITY: SURFACE MOTION
 BO0228
 BO0228  HISTORY     - Date     Condition        Report By
 BO0228  HISTORY     - 1942     MONUMENTED       CGS
 BO0228  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0228
 BO0228                          STATION DESCRIPTION
 BO0228
 BO0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0228'16.65 MI N FROM PANDALE.
 BO0228'THIS MARK IS ABOUT 16.65 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0228'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 36.0 FEET WEST OF THE CENTER
 BO0228'LINE OF THE DIRT ROAD, 96.2 FEET NORTHEAST OF A TELEPHONE POLE, 72.0
 BO0228'FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 0.1 MILE SOUTH OF A BUMPER
 BO0228'GATE, ABOUT 0.5 FOOT LOWER THAN THE ROAD.
 BO0228
 BO0228                          STATION RECOVERY (1970)
 BO0228
 BO0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0298 ***********************************************************************
 BO0298  DESIGNATION -  K 703
 BO0298  PID         -  BO0298
 BO0298  STATE/COUNTY-  TX/VAL VERDE
 BO0298  USGS QUAD   -  LITTLE FIELDER DRAW (1970)
 BO0298
 BO0298                         *CURRENT SURVEY CONTROL
 BO0298  ___________________________________________________________________
 BO0298* NAD 83(1986)-  30 06 34.     (N)    101 34 04.     (W)     SCALED    
 BO0298* NAVD 88     -       489.264  (meters)    1605.19   (feet)  ADJUSTED  
 BO0298  ___________________________________________________________________
 BO0298  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 BO0298  DYNAMIC HT  -         488.542 (meters)    1602.82  (feet)  COMP
 BO0298  MODELED GRAV-     979,152.3   (mgal)                       NAVD 88
 BO0298
 BO0298  VERT ORDER  -  FIRST     CLASS II
 BO0298
 BO0298.The horizontal coordinates were scaled from a topographic map and have
 BO0298.an estimated accuracy of +/- 6 seconds.
 BO0298
 BO0298.The orthometric height was determined by differential leveling
 BO0298.and adjusted by the National Geodetic Survey in June 1991..
 BO0298
 BO0298.The geoid height was determined by GEOID03.
 BO0298
 BO0298.The dynamic height is computed by dividing the NAVD 88
 BO0298.geopotential number by the normal gravity value computed on the
 BO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0298.degrees latitude (g = 980.6199 gals.).
 BO0298
 BO0298.The modeled gravity was interpolated from observed gravity values.
 BO0298
 BO0298;                    North         East    Units  Estimated Accuracy
 BO0298;SPC TXSC     - 4,254,980.      352,550.      MT  (+/- 180 meters Scaled)
 BO0298
 BO0298                          SUPERSEDED SURVEY CONTROL
 BO0298
 BO0298  NGVD 29 (??/??/92)  489.130  (m)         1604.75   (f) ADJ UNCH    1 2
 BO0298
 BO0298.Superseded values are not recommended for survey control.
 BO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0298.See file dsdata.txt to determine how the superseded data were derived.
 BO0298
 BO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU525336(NAD 83)
 BO0298_MARKER: DB = BENCH MARK DISK
 BO0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0298_STAMPING: K 703 1942
 BO0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0298+STABILITY: SURFACE MOTION
 BO0298
 BO0298  HISTORY     - Date     Condition        Report By
 BO0298  HISTORY     - 1942     MONUMENTED       CGS
 BO0298  HISTORY     - 19991229 GOOD             USPSQD
 BO0298
 BO0298                          STATION DESCRIPTION
 BO0298
 BO0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0298'7.75 MI S FROM PANDALE.
 BO0298'THIS MARK IS ABOUT 7.75 MILES SOUTH ALONG A DIRT ROAD FROM THE
 BO0298'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 33.0 FEET EAST OF THE CENTER
 BO0298'LINE OF THE DIRT ROAD, 1.0 FOOT WEST OF A WIRE FENCE WHICH RUNS
 BO0298'PARALLEL WITH THE ROAD, ABOUT 0.1 MILE SOUTHEAST OF THE CENTER OF A
 BO0298'BUMPER GATE IN THE ROAD, ABOUT 1.0 FOOT LOWER THAN THE ROAD.
 BO0298
 BO0298                          STATION RECOVERY (1999)
 BO0298
 BO0298'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0519 ***********************************************************************
 CD0519  DESIGNATION -  K 705
 CD0519  PID         -  CD0519
 CD0519  STATE/COUNTY-  TX/HUDSPETH
 CD0519  USGS QUAD   -  BLACK HILLS (1979)
 CD0519
 CD0519                         *CURRENT SURVEY CONTROL
 CD0519  ___________________________________________________________________
 CD0519* NAD 83(1986)-  31 29 23.     (N)    105 21 03.     (W)     SCALED    
 CD0519* NAVD 88     -      1314.550  (meters)    4312.82   (feet)  ADJUSTED  
 CD0519  ___________________________________________________________________
 CD0519  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CD0519  DYNAMIC HT  -        1312.509 (meters)    4306.12  (feet)  COMP
 CD0519  MODELED GRAV-     979,041.2   (mgal)                       NAVD 88
 CD0519
 CD0519  VERT ORDER  -  FIRST     CLASS II
 CD0519
 CD0519.The horizontal coordinates were scaled from a topographic map and have
 CD0519.an estimated accuracy of +/- 6 seconds.
 CD0519
 CD0519.The orthometric height was determined by differential leveling
 CD0519.and adjusted by the National Geodetic Survey in June 1991..
 CD0519
 CD0519.The geoid height was determined by GEOID03.
 CD0519
 CD0519.The dynamic height is computed by dividing the NAVD 88
 CD0519.geopotential number by the normal gravity value computed on the
 CD0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0519.degrees latitude (g = 980.6199 gals.).
 CD0519
 CD0519.The modeled gravity was interpolated from observed gravity values.
 CD0519
 CD0519;                    North         East    Units  Estimated Accuracy
 CD0519;SPC TX C     - 3,212,850.      223,470.      MT  (+/- 180 meters Scaled)
 CD0519
 CD0519                          SUPERSEDED SURVEY CONTROL
 CD0519
 CD0519  NGVD 29 (??/??/92) 1313.976  (m)         4310.94   (f) ADJ UNCH    1 2
 CD0519
 CD0519.Superseded values are not recommended for survey control.
 CD0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0519.See file dsdata.txt to determine how the superseded data were derived.
 CD0519
 CD0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ666839(NAD 83)
 CD0519_MARKER: DB = BENCH MARK DISK
 CD0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0519_STAMPING: K 705 1942
 CD0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0519+STABILITY: SURFACE MOTION
 CD0519
 CD0519  HISTORY     - Date     Condition        Report By
 CD0519  HISTORY     - 1942     MONUMENTED       CGS
 CD0519  HISTORY     - 1958     GOOD             NGS
 CD0519
 CD0519                          STATION DESCRIPTION
 CD0519
 CD0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0519'23.3 MI N FROM SIERRA BLANCA.
 CD0519'ABOUT 23.3 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0519'PACIFIC RAILROAD STATION AT SIERRA BLANCA, 47 FEET WEST OF THE CENTER
 CD0519'LINE OF THE ROAD, ABOUT 0.3 MILE SOUTH OF A RED STOCK PEN AND
 CD0519'WINDMILL, 5 FEET WEST OF A FENCE, 2 FEET NORTH OF A WHITE WOODEN
 CD0519'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 CD0519'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0381 ***********************************************************************
 BP0381  DESIGNATION -  K 706
 BP0381  PID         -  BP0381
 BP0381  STATE/COUNTY-  TX/BREWSTER
 BP0381  USGS QUAD   -  ALPINE SOUTH (1972)
 BP0381
 BP0381                         *CURRENT SURVEY CONTROL
 BP0381  ___________________________________________________________________
 BP0381* NAD 83(1986)-  30 19 26.     (N)    103 37 41.     (W)     SCALED    
 BP0381* NAVD 88     -      1427.292  (meters)    4682.71   (feet)  ADJUSTED  
 BP0381  ___________________________________________________________________
 BP0381  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 BP0381  DYNAMIC HT  -        1424.958 (meters)    4675.05  (feet)  COMP
 BP0381  MODELED GRAV-     978,955.5   (mgal)                       NAVD 88
 BP0381  OBS GRAVITY -     978,959.1   (mgal)                       GRAV_OBS
 BP0381
 BP0381  VERT ORDER  -  FIRST     CLASS I
 BP0381
 BP0381.The horizontal coordinates were scaled from a topographic map and have
 BP0381.an estimated accuracy of +/- 6 seconds.
 BP0381
 BP0381.The orthometric height was determined by differential leveling
 BP0381.and adjusted by the National Geodetic Survey in June 1991..
 BP0381.WARNING-Repeat measurements at this control monument indicate possible
 BP0381.vertical movement.
 BP0381
 BP0381.The geoid height was determined by GEOID03.
 BP0381
 BP0381.The dynamic height is computed by dividing the NAVD 88
 BP0381.geopotential number by the normal gravity value computed on the
 BP0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0381.degrees latitude (g = 980.6199 gals.).
 BP0381
 BP0381.The modeled gravity was interpolated from observed gravity values.
 BP0381.The observed gravity was obtained from relative gravimeter ties
 BP0381.to the IGSN71 gravity network.
 BP0381
 BP0381;                    North         East    Units  Estimated Accuracy
 BP0381;SPC TXSC     - 4,284,840.      155,020.      MT  (+/- 180 meters Scaled)
 BP0381
 BP0381                          SUPERSEDED SURVEY CONTROL
 BP0381
 BP0381  NGVD 29 (??/??/92) 1426.811  (m)         4681.13   (f) ADJ UNCH    1 1
 BP0381
 BP0381.Superseded values are not recommended for survey control.
 BP0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0381.See file dsdata.txt to determine how the superseded data were derived.
 BP0381
 BP0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP318554(NAD 83)
 BP0381_MARKER: DB = BENCH MARK DISK
 BP0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0381_STAMPING: K 706 1943
 BP0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0381+STABILITY: SURFACE MOTION
 BP0381
 BP0381  HISTORY     - Date     Condition        Report By
 BP0381  HISTORY     - 1943     MONUMENTED       CGS
 BP0381  HISTORY     - 1958     GOOD             NGS
 BP0381  HISTORY     - 1977     GOOD             NGS
 BP0381  HISTORY     - 1981     GOOD             NGS
 BP0381  HISTORY     - 19961008 GOOD             USPSQD
 BP0381
 BP0381                          STATION DESCRIPTION
 BP0381
 BP0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0381'3.4 MI SE FROM ALPINE.
 BP0381'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0381'STATION AT ALPINE, THENCE ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY
 BP0381'118.  90 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ON THE
 BP0381'INSIDE OF A CURVE IN THE HIGHWAY, ABOUT 400 FEET SOUTHEAST OF A GRAVEL
 BP0381'STOCK PILE, 1 1/2 FEET NORTHEAST OF A WOVEN WIRE FENCE, 2 FEET
 BP0381'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 BP0381'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 BP0381'INCHES.
 BP0381
 BP0381                          STATION RECOVERY (1977)
 BP0381
 BP0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0381'0.4 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0381'FROM THE STATION AT ALPINE, THENCE 3.0 MILES SOUTHEAST ALONG
 BP0381'STATE HIGHWAY 118, ON THE INSIDE OF A CURVE, 90 FT. SOUTHWEST OF
 BP0381'THE CENTER LINE OF THE HIGHWAY, 1.5 FT. NORTHEAST OF THE
 BP0381'SOUTHWEST RIGHT-OF-WAY FENCE.
 BP0381
 BP0381                          STATION RECOVERY (1981)
 BP0381
 BP0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0381'RECOVERED IN GOOD CONDITION.
 BP0381
 BP0381                          STATION RECOVERY (1996)
 BP0381
 BP0381'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0303 ***********************************************************************
 BA0303  DESIGNATION -  K 708
 BA0303  PID         -  BA0303
 BA0303  STATE/COUNTY-  TX/BREWSTER
 BA0303  USGS QUAD   -  DOG CANYON (1983)
 BA0303
 BA0303                         *CURRENT SURVEY CONTROL
 BA0303  ___________________________________________________________________
 BA0303* NAD 83(1986)-  29 40 08.     (N)    103 35 12.     (W)     SCALED    
 BA0303* NAVD 88     -      1095.103  (meters)    3592.85   (feet)  ADJUSTED  
 BA0303  ___________________________________________________________________
 BA0303  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 BA0303  DYNAMIC HT  -        1093.314 (meters)    3586.98  (feet)  COMP
 BA0303  MODELED GRAV-     978,971.6   (mgal)                       NAVD 88
 BA0303
 BA0303  VERT ORDER  -  SECOND    CLASS 0
 BA0303
 BA0303.The horizontal coordinates were scaled from a topographic map and have
 BA0303.an estimated accuracy of +/- 6 seconds.
 BA0303
 BA0303.The orthometric height was determined by differential leveling
 BA0303.and adjusted by the National Geodetic Survey in June 1991..
 BA0303
 BA0303.The geoid height was determined by GEOID03.
 BA0303
 BA0303.The dynamic height is computed by dividing the NAVD 88
 BA0303.geopotential number by the normal gravity value computed on the
 BA0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0303.degrees latitude (g = 980.6199 gals.).
 BA0303
 BA0303.The modeled gravity was interpolated from observed gravity values.
 BA0303
 BA0303;                    North         East    Units  Estimated Accuracy
 BA0303;SPC TXSC     - 4,212,130.      156,160.      MT  (+/- 180 meters Scaled)
 BA0303
 BA0303                          SUPERSEDED SURVEY CONTROL
 BA0303
 BA0303  NGVD 29 (??/??/92) 1094.636  (m)         3591.32   (f) ADJ UNCH    2 0
 BA0303
 BA0303.Superseded values are not recommended for survey control.
 BA0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0303.See file dsdata.txt to determine how the superseded data were derived.
 BA0303
 BA0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN367829(NAD 83)
 BA0303_MARKER: DB = BENCH MARK DISK
 BA0303_SETTING: 66 = SET IN ROCK OUTCROP
 BA0303_SP_SET: LIMESTONE BED ROCK
 BA0303_STAMPING: K 708 1943
 BA0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0303+STABILITY: POSITION/ELEVATION WELL
 BA0303
 BA0303  HISTORY     - Date     Condition        Report By
 BA0303  HISTORY     - 1943     MONUMENTED       CGS
 BA0303  HISTORY     - 1958     GOOD             NGS
 BA0303  HISTORY     - 20010331 GOOD             NGS
 BA0303
 BA0303                          STATION DESCRIPTION
 BA0303
 BA0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0303'29.1 MI N FROM TERLINGUA.
 BA0303'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0303'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0303'THENCE ABOUT 13.7 MILES NORTH ALONG STATE HIGHWAY 118.  IN THE TOP OF
 BA0303'A WHITE LIMESTONE BED ROCK ABOUT 8 INCHES BELOW THE GROUND, 262 1/2
 BA0303'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.25 MILE SOUTH OF
 BA0303'FOUR 48-INCH STEEL CULVERTS, ON THE CREST OF A SLIGHT HILL, 229 FEET
 BA0303'EAST-SOUTHEAST OF A CONCRETE HIGHWAY MARKER, 201 1/2 FEET EAST OF THE
 BA0303'EAST HIGHWAY RIGHT OF WAY FENCE, 33 FEET WEST OF THE CENTER LINE OF
 BA0303'THE OLD HIGHWAY, AND SURROUNDED BY A CIRCLE OF LOOSE ROCKS.
 BA0303
 BA0303                          STATION RECOVERY (2001)
 BA0303
 BA0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0303'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0261 ***********************************************************************
 BA0261  DESIGNATION -  K 709
 BA0261  PID         -  BA0261
 BA0261  STATE/COUNTY-  TX/BREWSTER
 BA0261  USGS QUAD   -  TERLINGUA (1971)
 BA0261
 BA0261                         *CURRENT SURVEY CONTROL
 BA0261  ___________________________________________________________________
 BA0261* NAD 83(1986)-  29 20 20.     (N)    103 35 59.     (W)     SCALED    
 BA0261* NAVD 88     -       821.333  (meters)    2694.66   (feet)  ADJUSTED  
 BA0261  ___________________________________________________________________
 BA0261  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BA0261  DYNAMIC HT  -         820.002 (meters)    2690.29  (feet)  COMP
 BA0261  MODELED GRAV-     978,996.6   (mgal)                       NAVD 88
 BA0261
 BA0261  VERT ORDER  -  SECOND    CLASS 0
 BA0261
 BA0261.The horizontal coordinates were scaled from a topographic map and have
 BA0261.an estimated accuracy of +/- 6 seconds.
 BA0261
 BA0261.The orthometric height was determined by differential leveling
 BA0261.and adjusted by the National Geodetic Survey in June 1991..
 BA0261
 BA0261.The geoid height was determined by GEOID03.
 BA0261
 BA0261.The dynamic height is computed by dividing the NAVD 88
 BA0261.geopotential number by the normal gravity value computed on the
 BA0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0261.degrees latitude (g = 980.6199 gals.).
 BA0261
 BA0261.The modeled gravity was interpolated from observed gravity values.
 BA0261
 BA0261;                    North         East    Units  Estimated Accuracy
 BA0261;SPC TXSC     - 4,175,640.      153,450.      MT  (+/- 180 meters Scaled)
 BA0261
 BA0261                          SUPERSEDED SURVEY CONTROL
 BA0261
 BA0261  NGVD 29 (??/??/92)  820.887  (m)         2693.19   (f) ADJ UNCH    2 0
 BA0261
 BA0261.Superseded values are not recommended for survey control.
 BA0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0261.See file dsdata.txt to determine how the superseded data were derived.
 BA0261
 BA0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN359463(NAD 83)
 BA0261_MARKER: DB = BENCH MARK DISK
 BA0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0261_STAMPING: K 709 1943
 BA0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0261+STABILITY: SURFACE MOTION
 BA0261
 BA0261  HISTORY     - Date     Condition        Report By
 BA0261  HISTORY     - 1943     MONUMENTED       CGS
 BA0261  HISTORY     - 1958     GOOD             NGS
 BA0261  HISTORY     - 19960414 GOOD             USPSQD
 BA0261  HISTORY     - 20010331 GOOD             NGS
 BA0261
 BA0261                          STATION DESCRIPTION
 BA0261
 BA0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0261'2.6 MI N FROM TERLINGUA.
 BA0261'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0261'TERLINGUA, THENCE ABOUT 1.6 MILES NORTH ALONG A GRADED DIRT ROAD.  19
 BA0261'FEET WEST OF THE CENTER LINE OF THE ROAD, 280 FEET NORTH OF A SHARP
 BA0261'CURVE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF
 BA0261'A CONCRETE POST PROJECTING 7 INCHES.
 BA0261
 BA0261                          STATION RECOVERY (1996)
 BA0261
 BA0261'RECOVERY NOTE BY US POWER SQUADRON 1996
 BA0261'RECOVERED IN GOOD CONDITION.
 BA0261
 BA0261                          STATION RECOVERY (2001)
 BA0261
 BA0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0261'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0298 ***********************************************************************
 DP0298  DESIGNATION -  K 71
 DP0298  PID         -  DP0298
 DP0298  STATE/COUNTY-  TX/LUBBOCK
 DP0298  USGS QUAD   -  SLATON (1975)
 DP0298
 DP0298                         *CURRENT SURVEY CONTROL
 DP0298  ___________________________________________________________________
 DP0298* NAD 83(1986)-  33 26 59.     (N)    101 39 04.     (W)     SCALED    
 DP0298* NAVD 88     -       942.094  (meters)    3090.85   (feet)  POSTED    
 DP0298  ___________________________________________________________________
 DP0298  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 DP0298  DYNAMIC HT  -         940.880 (meters)    3086.87  (feet)  COMP
 DP0298  MODELED GRAV-     979,318.3   (mgal)                       NAVD 88
 DP0298
 DP0298  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0298
 DP0298.The horizontal coordinates were scaled from a topographic map and have
 DP0298.an estimated accuracy of +/- 6 seconds.
 DP0298
 DP0298.The orthometric height was determined by differential leveling
 DP0298.and adjusted by the National Geodetic Survey in 1992..
 DP0298.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0298.rate of 1.1 thru 2.0 mm/km.
 DP0298
 DP0298.The geoid height was determined by GEOID03.
 DP0298
 DP0298.The dynamic height is computed by dividing the NAVD 88
 DP0298.geopotential number by the normal gravity value computed on the
 DP0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0298.degrees latitude (g = 980.6199 gals.).
 DP0298
 DP0298.The modeled gravity was interpolated from observed gravity values.
 DP0298
 DP0298;                    North         East    Units  Estimated Accuracy
 DP0298;SPC TXNC     - 2,202,120.      307,100.      MT  (+/- 180 meters Scaled)
 DP0298
 DP0298                          SUPERSEDED SURVEY CONTROL
 DP0298
 DP0298  NGVD 29 (??/??/92)  941.734  (m)         3089.67   (f) ADJ UNCH    1 2
 DP0298
 DP0298.Superseded values are not recommended for survey control.
 DP0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0298.See file dsdata.txt to determine how the superseded data were derived.
 DP0298
 DP0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC535042(NAD 83)
 DP0298_MARKER: DB = BENCH MARK DISK
 DP0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0298_STAMPING: 3089.672 K 71 1930
 DP0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0298+STABILITY: SURFACE MOTION
 DP0298
 DP0298  HISTORY     - Date     Condition        Report By
 DP0298  HISTORY     - 1930     MONUMENTED       CGS
 DP0298  HISTORY     - 1934     GOOD             NGS
 DP0298  HISTORY     - 1969     POOR             USGS
 DP0298  HISTORY     - 1982     MARK NOT FOUND   NGS
 DP0298
 DP0298                          STATION DESCRIPTION
 DP0298
 DP0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DP0298'0.8 MI NW FROM SLATON.
 DP0298'0.8 MILE NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0298'SLATON, LUBBOCK COUNTY, ABOUT 3-1/2 POLES SOUTHEAST OF MILEPOST 689,
 DP0298'50 FEET NORTHEAST OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DP0298'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 DP0298
 DP0298                          STATION RECOVERY (1969)
 DP0298
 DP0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DP0298'MARK RECOVERED IN POOR CONDITION.
 DP0298
 DP0298                          STATION RECOVERY (1982)
 DP0298
 DP0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DP0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0319 ***********************************************************************
 CB0319  DESIGNATION -  K 710
 CB0319  PID         -  CB0319
 CB0319  STATE/COUNTY-  TX/STERLING
 CB0319  USGS QUAD   -  GLASS RANCH (1978)
 CB0319
 CB0319                         *CURRENT SURVEY CONTROL
 CB0319  ___________________________________________________________________
 CB0319* NAD 83(1986)-  31 48 51.     (N)    101 12 22.     (W)     SCALED    
 CB0319* NAVD 88     -       750.834  (meters)    2463.36   (feet)  ADJUSTED  
 CB0319  ___________________________________________________________________
 CB0319  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CB0319  DYNAMIC HT  -         749.797 (meters)    2459.96  (feet)  COMP
 CB0319  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 CB0319
 CB0319  VERT ORDER  -  SECOND    CLASS 0
 CB0319
 CB0319.The horizontal coordinates were scaled from a topographic map and have
 CB0319.an estimated accuracy of +/- 6 seconds.
 CB0319
 CB0319.The orthometric height was determined by differential leveling
 CB0319.and adjusted by the National Geodetic Survey in June 1991..
 CB0319
 CB0319.The geoid height was determined by GEOID03.
 CB0319
 CB0319.The dynamic height is computed by dividing the NAVD 88
 CB0319.geopotential number by the normal gravity value computed on the
 CB0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0319.degrees latitude (g = 980.6199 gals.).
 CB0319
 CB0319.The modeled gravity was interpolated from observed gravity values.
 CB0319
 CB0319;                    North         East    Units  Estimated Accuracy
 CB0319;SPC TX C     - 3,238,400.      617,370.      MT  (+/- 180 meters Scaled)
 CB0319
 CB0319                          SUPERSEDED SURVEY CONTROL
 CB0319
 CB0319  NGVD 29 (??/??/92)  750.588  (m)         2462.55   (f) ADJ UNCH    2 0
 CB0319
 CB0319.Superseded values are not recommended for survey control.
 CB0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0319.See file dsdata.txt to determine how the superseded data were derived.
 CB0319
 CB0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA911219(NAD 83)
 CB0319_MARKER: DB = BENCH MARK DISK
 CB0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0319_STAMPING: K 710 1942
 CB0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0319+STABILITY: SURFACE MOTION
 CB0319
 CB0319  HISTORY     - Date     Condition        Report By
 CB0319  HISTORY     - 1942     MONUMENTED       CGS
 CB0319  HISTORY     - 1951     GOOD             NGS
 CB0319  HISTORY     - 1973     MARK NOT FOUND   TXHD
 CB0319
 CB0319                          STATION DESCRIPTION
 CB0319
 CB0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CB0319'14.8 MI NW FROM STERLING CITY.
 CB0319'3.3 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM STERLING CITY,
 CB0319'STERLING COUNTY, 11.5 MILES WEST ALONG THE GARDEN CITY HIGHWAY.  0.8
 CB0319'MILE WEST OF AN IRON GATE OPENING INTO A PASTURE ON THE NORTHWEST SIDE
 CB0319'OF THE HIGHWAY, 0.3 MILE NORTHEAST OF A 4-FOOT CUT ON THE NORTHWEST
 CB0319'SIDE OF THE HIGHWAY, 0.4 MILE NORTHEAST OF A DRAW, 59 FEET NORTHWEST
 CB0319'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE NORTHWEST
 CB0319'RIGHT-OF-WAY FENCE.  AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CB0319'6 INCHES ABOVE GROUND.
 CB0319
 CB0319                          STATION RECOVERY (1973)
 CB0319
 CB0319'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0451 ***********************************************************************
 CB0451  DESIGNATION -  K 711
 CB0451  PID         -  CB0451
 CB0451  STATE/COUNTY-  TX/GLASSCOCK
 CB0451  USGS QUAD   -  DEWEY LAKE SE (1965)
 CB0451
 CB0451                         *CURRENT SURVEY CONTROL
 CB0451  ___________________________________________________________________
 CB0451* NAD 83(1986)-  31 51 49.     (N)    101 36 57.     (W)     SCALED    
 CB0451* NAVD 88     -       830.530  (meters)    2724.83   (feet)  ADJUSTED  
 CB0451  ___________________________________________________________________
 CB0451  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CB0451  DYNAMIC HT  -         829.379 (meters)    2721.05  (feet)  COMP
 CB0451  MODELED GRAV-     979,226.0   (mgal)                       NAVD 88
 CB0451
 CB0451  VERT ORDER  -  SECOND    CLASS 0
 CB0451
 CB0451.The horizontal coordinates were scaled from a topographic map and have
 CB0451.an estimated accuracy of +/- 6 seconds.
 CB0451
 CB0451.The orthometric height was determined by differential leveling
 CB0451.and adjusted by the National Geodetic Survey in June 1991..
 CB0451
 CB0451.The geoid height was determined by GEOID03.
 CB0451
 CB0451.The dynamic height is computed by dividing the NAVD 88
 CB0451.geopotential number by the normal gravity value computed on the
 CB0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0451.degrees latitude (g = 980.6199 gals.).
 CB0451
 CB0451.The modeled gravity was interpolated from observed gravity values.
 CB0451
 CB0451;                    North         East    Units  Estimated Accuracy
 CB0451;SPC TX C     - 3,244,250.      578,640.      MT  (+/- 180 meters Scaled)
 CB0451
 CB0451                          SUPERSEDED SURVEY CONTROL
 CB0451
 CB0451  NGVD 29 (??/??/92)  830.232  (m)         2723.85   (f) ADJ UNCH    2 0
 CB0451
 CB0451.Superseded values are not recommended for survey control.
 CB0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0451.See file dsdata.txt to determine how the superseded data were derived.
 CB0451
 CB0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA525283(NAD 83)
 CB0451_MARKER: DB = BENCH MARK DISK
 CB0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0451_STAMPING: K 711 1942
 CB0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0451+STABILITY: SURFACE MOTION
 CB0451
 CB0451  HISTORY     - Date     Condition        Report By
 CB0451  HISTORY     - 1942     MONUMENTED       CGS
 CB0451  HISTORY     - 1965     MARK NOT FOUND   USGS
 CB0451
 CB0451                          STATION DESCRIPTION
 CB0451
 CB0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0451'8.2 MI W FROM GARDEN CITY.
 CB0451'8.2 MILES WEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT GARDEN
 CB0451'CITY, GLASSCOCK COUNTY, 0.2 MILE EAST OF A CURVE IN THE HIGHWAY, 0.1
 CB0451'MILE WEST OF A HIGHWAY-NUMBERING SIGN, 58 FEET SOUTH OF THE CENTERLINE
 CB0451'OF THE HIGHWAY, 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST, 1.5 FEET
 CB0451'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, LEVEL WITH THE HIGHWAY. AND SET
 CB0451'IN THE TOP OF A CONCRETE POST.
 CB0451
 CB0451                          STATION RECOVERY (1965)
 CB0451
 CB0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CB0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0380 ***********************************************************************
 CB0380  DESIGNATION -  K 713
 CB0380  PID         -  CB0380
 CB0380  STATE/COUNTY-  TX/REAGAN
 CB0380  USGS QUAD   -  DIVIDE DRAW (1970)
 CB0380
 CB0380                         *CURRENT SURVEY CONTROL
 CB0380  ___________________________________________________________________
 CB0380* NAD 83(1986)-  31 19 01.     (N)    101 29 45.     (W)     SCALED    
 CB0380* NAVD 88     -       791.062  (meters)    2595.34   (feet)  ADJUSTED  
 CB0380  ___________________________________________________________________
 CB0380  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CB0380  DYNAMIC HT  -         789.924 (meters)    2591.61  (feet)  COMP
 CB0380  MODELED GRAV-     979,174.8   (mgal)                       NAVD 88
 CB0380
 CB0380  VERT ORDER  -  SECOND    CLASS 0
 CB0380
 CB0380.The horizontal coordinates were scaled from a topographic map and have
 CB0380.an estimated accuracy of +/- 6 seconds.
 CB0380
 CB0380.The orthometric height was determined by differential leveling
 CB0380.and adjusted by the National Geodetic Survey in June 1991..
 CB0380
 CB0380.The geoid height was determined by GEOID03.
 CB0380
 CB0380.The dynamic height is computed by dividing the NAVD 88
 CB0380.geopotential number by the normal gravity value computed on the
 CB0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0380.degrees latitude (g = 980.6199 gals.).
 CB0380
 CB0380.The modeled gravity was interpolated from observed gravity values.
 CB0380
 CB0380;                    North         East    Units  Estimated Accuracy
 CB0380;SPC TX C     - 3,183,520.      589,360.      MT  (+/- 180 meters Scaled)
 CB0380
 CB0380                          SUPERSEDED SURVEY CONTROL
 CB0380
 CB0380  NGVD 29 (??/??/92)  790.73   (m)         2594.3    (f) COMPUTED    2 0
 CB0380
 CB0380.Superseded values are not recommended for survey control.
 CB0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0380.See file dsdata.txt to determine how the superseded data were derived.
 CB0380
 CB0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV624674(NAD 83)
 CB0380_MARKER: DB = BENCH MARK DISK
 CB0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0380_STAMPING: K 713 1942
 CB0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0380+STABILITY: SURFACE MOTION
 CB0380
 CB0380  HISTORY     - Date     Condition        Report By
 CB0380  HISTORY     - 1942     MONUMENTED       CGS
 CB0380
 CB0380                          STATION DESCRIPTION
 CB0380
 CB0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0380'10.6 MI N FROM BIG LAKE.
 CB0380'ABOUT 10.6 MILES NORTH ALONG THE GARDEN CITY ROAD FROM THE RAILROAD
 CB0380'STATION AT BIG LAKE, AT A TURN FROM SOUTHWEST TO NORTH, 95 FEET
 CB0380'SOUTHEAST OF THE CENTER LINE OF THE ROAD AT THE APPROXIMATE CENTER OF
 CB0380'THE CURVE, 25 FEET EAST OF THE CENTER LINE OF THE OLD ROAD BED RUNNING
 CB0380'SOUTH, 4 FEET NORTH OF THE NORTH GATE POST OF A GATE IN THE EAST
 CB0380'RIGHT-OF-WAY FENCE ROW, 2 FEET NORTH OF A WHITE REFERENCE POST AND IS
 CB0380'A BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0381 ***********************************************************************
 CB0381  DESIGNATION -  K 713 RESET 1947
 CB0381  PID         -  CB0381
 CB0381  STATE/COUNTY-  TX/REAGAN
 CB0381  USGS QUAD   -  DIVIDE DRAW (1970)
 CB0381
 CB0381                         *CURRENT SURVEY CONTROL
 CB0381  ___________________________________________________________________
 CB0381* NAD 83(1986)-  31 19 01.     (N)    101 29 45.     (W)     SCALED    
 CB0381* NAVD 88     -       791.28   (meters)    2596.1    (feet)  RESET     
 CB0381  ___________________________________________________________________
 CB0381  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CB0381
 CB0381  VERT ORDER  -  THIRD
 CB0381
 CB0381.The horizontal coordinates were scaled from a topographic map and have
 CB0381.an estimated accuracy of +/- 6 seconds.
 CB0381
 CB0381.The orthometric height was computed from unverified reset data.
 CB0381
 CB0381.The geoid height was determined by GEOID03.
 CB0381
 CB0381;                    North         East    Units  Estimated Accuracy
 CB0381;SPC TX C     - 3,183,520.      589,360.      MT  (+/- 180 meters Scaled)
 CB0381
 CB0381                          SUPERSEDED SURVEY CONTROL
 CB0381
 CB0381.No superseded survey control is available for this station.
 CB0381
 CB0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV624674(NAD 83)
 CB0381_MARKER: DB = BENCH MARK DISK
 CB0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0381_STAMPING: K 713 RESET 1947
 CB0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0381+STABILITY: SURFACE MOTION
 CB0381
 CB0381  HISTORY     - Date     Condition        Report By
 CB0381  HISTORY     - 1947     MONUMENTED       CGS
 CB0381  HISTORY     - 1970     GOOD             USGS
 CB0381
 CB0381                          STATION DESCRIPTION
 CB0381
 CB0381'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0381'9.3 MI N FROM BIG LAKE.
 CB0381'9.3 MILES NORTH ALONG STATE HIGHWAY 137 FROM THE INTERSECTION OF US
 CB0381'HIGHWAY 67 AND STATE HIGHWAY 137 IN BIG LAKE, REAGAN CO,, 49 FEET EAST
 CB0381'OF THE CENTER LINE OF THE ROAD, 2 FEET FROM A WHITE WOODEN WITNESS
 CB0381'POST, AND 1 FOOT WEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK SET
 CB0381'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0487 ***********************************************************************
 CB0487  DESIGNATION -  K 714
 CB0487  PID         -  CB0487
 CB0487  STATE/COUNTY-  TX/REAGAN
 CB0487  USGS QUAD   -  SAINT LAWRENCE SE (1973)
 CB0487
 CB0487                         *CURRENT SURVEY CONTROL
 CB0487  ___________________________________________________________________
 CB0487* NAD 83(1986)-  31 35 50.     (N)    101 31 44.     (W)     SCALED    
 CB0487* NAVD 88     -       815.194  (meters)    2674.52   (feet)  ADJUSTED  
 CB0487  ___________________________________________________________________
 CB0487  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CB0487  DYNAMIC HT  -         814.047 (meters)    2670.75  (feet)  COMP
 CB0487  MODELED GRAV-     979,205.6   (mgal)                       NAVD 88
 CB0487
 CB0487  VERT ORDER  -  SECOND    CLASS 0
 CB0487
 CB0487.The horizontal coordinates were scaled from a topographic map and have
 CB0487.an estimated accuracy of +/- 6 seconds.
 CB0487
 CB0487.The orthometric height was determined by differential leveling
 CB0487.and adjusted by the National Geodetic Survey in June 1991..
 CB0487
 CB0487.The geoid height was determined by GEOID03.
 CB0487
 CB0487.The dynamic height is computed by dividing the NAVD 88
 CB0487.geopotential number by the normal gravity value computed on the
 CB0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0487.degrees latitude (g = 980.6199 gals.).
 CB0487
 CB0487.The modeled gravity was interpolated from observed gravity values.
 CB0487
 CB0487;                    North         East    Units  Estimated Accuracy
 CB0487;SPC TX C     - 3,214,630.      586,550.      MT  (+/- 180 meters Scaled)
 CB0487
 CB0487                          SUPERSEDED SURVEY CONTROL
 CB0487
 CB0487  NGVD 29 (??/??/92)  814.891  (m)         2673.52   (f) ADJ UNCH    2 0
 CB0487
 CB0487.Superseded values are not recommended for survey control.
 CB0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0487.See file dsdata.txt to determine how the superseded data were derived.
 CB0487
 CB0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV600985(NAD 83)
 CB0487_MARKER: DB = BENCH MARK DISK
 CB0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0487_STAMPING: K 714 1942
 CB0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0487+STABILITY: SURFACE MOTION
 CB0487
 CB0487  HISTORY     - Date     Condition        Report By
 CB0487  HISTORY     - 1942     MONUMENTED       CGS
 CB0487
 CB0487                          STATION DESCRIPTION
 CB0487
 CB0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0487'18.9 MI N FROM STILES.
 CB0487'18.9 MILES NORTH ALONG THE 1944 ROUTE OF THE BIG LAKE-GARDEN CITY ROAD
 CB0487'FROM THE OLD COUNTY COURTHOUSE AT STILES, REAGAN COUNTY, 1.0 MILE
 CB0487'NORTH OF THE JUNCTION OF THE STERLING CITY ROAD, 30 FEET WEST OF THE
 CB0487'CENTERLINE OF THE ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST
 CB0487'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 CB0487'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0266 ***********************************************************************
 CD0266  DESIGNATION -  K 715
 CD0266  PID         -  CD0266
 CD0266  STATE/COUNTY-  TX/CULBERSON
 CD0266  USGS QUAD   -  SEVEN HEART GAP NW (1973)
 CD0266
 CD0266                         *CURRENT SURVEY CONTROL
 CD0266  ___________________________________________________________________
 CD0266* NAD 83(1986)-  31 24 07.     (N)    104 39 01.     (W)     SCALED    
 CD0266* NAVD 88     -      1286.432  (meters)    4220.57   (feet)  ADJUSTED  
 CD0266  ___________________________________________________________________
 CD0266  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CD0266  DYNAMIC HT  -        1284.452 (meters)    4214.07  (feet)  COMP
 CD0266  MODELED GRAV-     979,056.6   (mgal)                       NAVD 88
 CD0266
 CD0266  VERT ORDER  -  SECOND    CLASS 0
 CD0266
 CD0266.The horizontal coordinates were scaled from a topographic map and have
 CD0266.an estimated accuracy of +/- 6 seconds.
 CD0266
 CD0266.The orthometric height was determined by differential leveling
 CD0266.and adjusted by the National Geodetic Survey in June 1991..
 CD0266
 CD0266.The geoid height was determined by GEOID03.
 CD0266
 CD0266.The dynamic height is computed by dividing the NAVD 88
 CD0266.geopotential number by the normal gravity value computed on the
 CD0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0266.degrees latitude (g = 980.6199 gals.).
 CD0266
 CD0266.The modeled gravity was interpolated from observed gravity values.
 CD0266
 CD0266;                    North         East    Units  Estimated Accuracy
 CD0266;SPC TX C     - 3,200,330.      289,590.      MT  (+/- 180 meters Scaled)
 CD0266
 CD0266                          SUPERSEDED SURVEY CONTROL
 CD0266
 CD0266  NGVD 29 (??/??/92) 1285.937  (m)         4218.94   (f) ADJ UNCH    2 0
 CD0266
 CD0266.Superseded values are not recommended for survey control.
 CD0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0266.See file dsdata.txt to determine how the superseded data were derived.
 CD0266
 CD0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ332742(NAD 83)
 CD0266_MARKER: DB = BENCH MARK DISK
 CD0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0266_STAMPING: K 715 1942
 CD0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0266+STABILITY: SURFACE MOTION
 CD0266
 CD0266  HISTORY     - Date     Condition        Report By
 CD0266  HISTORY     - 1942     MONUMENTED       CGS
 CD0266  HISTORY     - 1958     GOOD             NGS
 CD0266
 CD0266                          STATION DESCRIPTION
 CD0266
 CD0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0266'44.8 MI N FROM VAN HORN.
 CD0266'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0266'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0266'HIGHWAY 54, THENCE ABOUT 13.4 MILES EAST ALONG A DIRT ROAD.  19 FEET
 CD0266'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 1.1 MILE
 CD0266'EAST-SOUTHEAST OF FOUR STEEL WINDMILLS AND WATER SUPPLY TANKS, ABOUT
 CD0266'0.3 MILE WEST-NORTHWEST OF THE MOUTH OF MAVERICK CANYON, 2 FEET
 CD0266'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 CD0266'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CD0266'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0165 ***********************************************************************
 CD0165  DESIGNATION -  K 716
 CD0165  PID         -  CD0165
 CD0165  STATE/COUNTY-  TX/CULBERSON
 CD0165  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0165
 CD0165                         *CURRENT SURVEY CONTROL
 CD0165  ___________________________________________________________________
 CD0165* NAD 83(1986)-  31 27 16.     (N)    104 26 18.     (W)     SCALED    
 CD0165* NAVD 88     -      1255.495  (meters)    4119.07   (feet)  ADJUSTED  
 CD0165  ___________________________________________________________________
 CD0165  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CD0165  DYNAMIC HT  -        1253.561 (meters)    4112.72  (feet)  COMP
 CD0165  MODELED GRAV-     979,055.5   (mgal)                       NAVD 88
 CD0165
 CD0165  VERT ORDER  -  SECOND    CLASS 0
 CD0165
 CD0165.The horizontal coordinates were scaled from a topographic map and have
 CD0165.an estimated accuracy of +/- 6 seconds.
 CD0165
 CD0165.The orthometric height was determined by differential leveling
 CD0165.and adjusted by the National Geodetic Survey in June 1991..
 CD0165
 CD0165.The geoid height was determined by GEOID03.
 CD0165
 CD0165.The dynamic height is computed by dividing the NAVD 88
 CD0165.geopotential number by the normal gravity value computed on the
 CD0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0165.degrees latitude (g = 980.6199 gals.).
 CD0165
 CD0165.The modeled gravity was interpolated from observed gravity values.
 CD0165
 CD0165;                    North         East    Units  Estimated Accuracy
 CD0165;SPC TX C     - 3,205,390.      309,950.      MT  (+/- 180 meters Scaled)
 CD0165
 CD0165                          SUPERSEDED SURVEY CONTROL
 CD0165
 CD0165  NGVD 29 (??/??/92) 1254.989  (m)         4117.41   (f) ADJ UNCH    2 0
 CD0165
 CD0165.Superseded values are not recommended for survey control.
 CD0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0165.See file dsdata.txt to determine how the superseded data were derived.
 CD0165
 CD0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ533801(NAD 83)
 CD0165_MARKER: DB = BENCH MARK DISK
 CD0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0165_STAMPING: K-716 1942
 CD0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0165+STABILITY: SURFACE MOTION
 CD0165
 CD0165  HISTORY     - Date     Condition        Report By
 CD0165  HISTORY     - 1942     MONUMENTED       CGS
 CD0165  HISTORY     - 1973     GOOD             USGS
 CD0165
 CD0165                          STATION DESCRIPTION
 CD0165
 CD0165'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0165'45 MI NE FROM VAN HORN.
 CD0165'VAN HORN, AT JUNCTION OF STATE HWY. 54 AND FARM ROAD 2185, THENCE
 CD0165'GENERALLY EAST ALONG FARM ROAD 2185 FOR 42.4 MILES TO END OF PAVEMENT
 CD0165'AT A Y-ROAD FORK, THENCE 2.6 MILES NORTH ALONG RIGHT FORK.  ABOUT 0.6
 CD0165'MILES SOUTH OF THE JUNCTION OF A ROAD LEADING TO TOYAH.  ON THE WEST
 CD0165'SLOPE OF A LOW ROCKY RIDGE.  40 FT. EAST AND 2 FT. HIGHER THAN ROAD.
 CD0165'IN A CONCRETE POST PROJECTING 6 INCHES.  STANDARD TABLET STAMPED
 CD0165'K-716, 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0381 ***********************************************************************
 CD0381  DESIGNATION -  K 717
 CD0381  PID         -  CD0381
 CD0381  STATE/COUNTY-  TX/CULBERSON
 CD0381  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0381
 CD0381                         *CURRENT SURVEY CONTROL
 CD0381  ___________________________________________________________________
 CD0381* NAD 83(1986)-  31 42 48.     (N)    104 33 36.     (W)     SCALED    
 CD0381* NAVD 88     -      1317.044  (meters)    4321.00   (feet)  ADJUSTED  
 CD0381  ___________________________________________________________________
 CD0381  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CD0381  DYNAMIC HT  -        1314.991 (meters)    4314.27  (feet)  COMP
 CD0381  MODELED GRAV-     979,035.7   (mgal)                       NAVD 88
 CD0381
 CD0381  VERT ORDER  -  SECOND    CLASS 0
 CD0381
 CD0381.The horizontal coordinates were scaled from a topographic map and have
 CD0381.an estimated accuracy of +/- 6 seconds.
 CD0381
 CD0381.The orthometric height was determined by differential leveling
 CD0381.and adjusted by the National Geodetic Survey in June 1991..
 CD0381
 CD0381.The geoid height was determined by GEOID03.
 CD0381
 CD0381.The dynamic height is computed by dividing the NAVD 88
 CD0381.geopotential number by the normal gravity value computed on the
 CD0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0381.degrees latitude (g = 980.6199 gals.).
 CD0381
 CD0381.The modeled gravity was interpolated from observed gravity values.
 CD0381
 CD0381;                    North         East    Units  Estimated Accuracy
 CD0381;SPC TX C     - 3,234,500.      299,480.      MT  (+/- 180 meters Scaled)
 CD0381
 CD0381                          SUPERSEDED SURVEY CONTROL
 CD0381
 CD0381  NGVD 29 (??/??/92) 1316.479  (m)         4319.15   (f) ADJ UNCH    2 0
 CD0381
 CD0381.Superseded values are not recommended for survey control.
 CD0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0381.See file dsdata.txt to determine how the superseded data were derived.
 CD0381
 CD0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER416087(NAD 83)
 CD0381_MARKER: DB = BENCH MARK DISK
 CD0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0381_STAMPING: K 717 1942
 CD0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0381+STABILITY: SURFACE MOTION
 CD0381
 CD0381  HISTORY     - Date     Condition        Report By
 CD0381  HISTORY     - 1942     MONUMENTED       CGS
 CD0381  HISTORY     - 1958     GOOD             NGS
 CD0381  HISTORY     - 1973     MARK NOT FOUND   USGS
 CD0381
 CD0381                          STATION DESCRIPTION
 CD0381
 CD0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0381'43.7 MI SE FROM PINE SPRINGS.
 CD0381'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0381'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0381'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 14.6 MILES SOUTH ALONG
 CD0381'A GRADED DIRT ROAD.  100 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CD0381'ROAD, ABOUT 0.25 MILE NORTHEAST OF THE JUNCTION OF A TRAIL ROAD
 CD0381'LEADING EAST, AT THE FOOT OF THE NORTHWEST SLOPE OF AN EARTHEN DAM, 1
 CD0381'1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 CD0381'CONCRETE POST PROJECTING 8 INCHES.
 CD0381
 CD0381                          STATION RECOVERY (1973)
 CD0381
 CD0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CD0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0361 ***********************************************************************
 CD0361  DESIGNATION -  K 718
 CD0361  PID         -  CD0361
 CD0361  STATE/COUNTY-  TX/CULBERSON
 CD0361  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0361
 CD0361                         *CURRENT SURVEY CONTROL
 CD0361  ___________________________________________________________________
 CD0361* NAD 83(1986)-  31 59 38.     (N)    104 31 58.     (W)     SCALED    
 CD0361* NAVD 88     -      1201.703  (meters)    3942.59   (feet)  ADJUSTED  
 CD0361  ___________________________________________________________________
 CD0361  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CD0361  DYNAMIC HT  -        1199.888 (meters)    3936.63  (feet)  COMP
 CD0361  MODELED GRAV-     979,087.6   (mgal)                       NAVD 88
 CD0361
 CD0361  VERT ORDER  -  SECOND    CLASS 0
 CD0361
 CD0361.The horizontal coordinates were scaled from a topographic map and have
 CD0361.an estimated accuracy of +/- 6 seconds.
 CD0361
 CD0361.The orthometric height was determined by differential leveling
 CD0361.and adjusted by the National Geodetic Survey in June 1991..
 CD0361
 CD0361.The geoid height was determined by GEOID03.
 CD0361
 CD0361.The dynamic height is computed by dividing the NAVD 88
 CD0361.geopotential number by the normal gravity value computed on the
 CD0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0361.degrees latitude (g = 980.6199 gals.).
 CD0361
 CD0361.The modeled gravity was interpolated from observed gravity values.
 CD0361
 CD0361;                    North         East    Units  Estimated Accuracy
 CD0361;SPC TX C     - 3,265,490.      303,240.      MT  (+/- 180 meters Scaled)
 CD0361
 CD0361                          SUPERSEDED SURVEY CONTROL
 CD0361
 CD0361  NGVD 29 (??/??/92) 1201.153  (m)         3940.78   (f) ADJ UNCH    2 0
 CD0361
 CD0361.Superseded values are not recommended for survey control.
 CD0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0361.See file dsdata.txt to determine how the superseded data were derived.
 CD0361
 CD0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER441398(NAD 83)
 CD0361_MARKER: DB = BENCH MARK DISK
 CD0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0361_STAMPING: K 718 1942
 CD0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0361+STABILITY: SURFACE MOTION
 CD0361
 CD0361  HISTORY     - Date     Condition        Report By
 CD0361  HISTORY     - 1942     MONUMENTED       CGS
 CD0361  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0361
 CD0361                          STATION DESCRIPTION
 CD0361
 CD0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CD0361'20.2 MI NE FROM PINE SPRINGS.
 CD0361'ABOUT 18.8 MILES NORTHEAST ALONG HIGHWAY 62 FROM THE POST OFFICE AT
 CD0361'PINE SPRINGS AND 0.4 MILE SOUTH ALONG THE 9K RANCH ROAD, IN THE FORKS
 CD0361'OF THE JUNCTION OF AN OLD ROAD BED RUNNING NORTHEAST, LEVEL WITH THE
 CD0361'ROAD, 31 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD AND IS A BENCH
 CD0361'MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES.
 CD0361
 CD0361                          STATION RECOVERY (1958)
 CD0361
 CD0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0166 ***********************************************************************
 BB0166  DESIGNATION -  K 719
 BB0166  PID         -  BB0166
 BB0166  STATE/COUNTY-  TX/PRESIDIO
 BB0166  USGS QUAD   -  CASA PIEDRA (1983)
 BB0166
 BB0166                         *CURRENT SURVEY CONTROL
 BB0166  ___________________________________________________________________
 BB0166* NAD 83(1986)-  29 41 30.     (N)    104 07 19.     (W)     SCALED    
 BB0166* NAVD 88     -      1039.598  (meters)    3410.75   (feet)  ADJUSTED  
 BB0166  ___________________________________________________________________
 BB0166  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BB0166  DYNAMIC HT  -        1037.912 (meters)    3405.22  (feet)  COMP
 BB0166  MODELED GRAV-     978,986.3   (mgal)                       NAVD 88
 BB0166
 BB0166  VERT ORDER  -  SECOND    CLASS 0
 BB0166
 BB0166.The horizontal coordinates were scaled from a topographic map and have
 BB0166.an estimated accuracy of +/- 6 seconds.
 BB0166
 BB0166.The orthometric height was determined by differential leveling
 BB0166.and adjusted by the National Geodetic Survey in June 1991..
 BB0166
 BB0166.The geoid height was determined by GEOID03.
 BB0166
 BB0166.The dynamic height is computed by dividing the NAVD 88
 BB0166.geopotential number by the normal gravity value computed on the
 BB0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0166.degrees latitude (g = 980.6199 gals.).
 BB0166
 BB0166.The modeled gravity was interpolated from observed gravity values.
 BB0166
 BB0166;                    North         East    Units  Estimated Accuracy
 BB0166;SPC TXSC     - 4,216,810.      104,500.      MT  (+/- 180 meters Scaled)
 BB0166
 BB0166                          SUPERSEDED SURVEY CONTROL
 BB0166
 BB0166  NGVD 29 (??/??/92) 1039.264  (m)         3409.65   (f) ADJ UNCH    2 0
 BB0166
 BB0166.Superseded values are not recommended for survey control.
 BB0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0166.See file dsdata.txt to determine how the superseded data were derived.
 BB0166
 BB0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN849849(NAD 83)
 BB0166_MARKER: DB = BENCH MARK DISK
 BB0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0166_STAMPING: K 719 1943
 BB0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0166+STABILITY: SURFACE MOTION
 BB0166
 BB0166  HISTORY     - Date     Condition        Report By
 BB0166  HISTORY     - 1943     MONUMENTED       CGS
 BB0166  HISTORY     - 1958     GOOD             NGS
 BB0166
 BB0166                          STATION DESCRIPTION
 BB0166
 BB0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0166'6.65 MI SW FROM CASA PIEDRA.
 BB0166'ABOUT 0.3 MILE WEST ALONG A GRADED DIRT ROAD FROM THE C. L. VASQUEZ
 BB0166'STORE AT CASA PIEDRA, THENCE ABOUT 3.45 MILES SOUTHWEST ALONG A GRADED
 BB0166'DIRT ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST ALONG A DIM TRACK ROAD,
 BB0166'THENCE ABOUT 1.0 MILE SOUTHWEST ALONG THE ALAMITO CREEK BED, THENCE
 BB0166'ABOUT 1.6 MILES SOUTHWEST ALONG A DIM TRACK ROAD.  39 1/2 FEET SOUTH
 BB0166'EAST OF THE CENTER LINE OF THE TRACK ROAD, ON THE TOP OF A HILL, ABOUT
 BB0166'2 FEET ABOVE THE LEVEL OF THE TRACK ROAD, AND IN THE TOP OF A CONCRETE
 BB0166'POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0236 ***********************************************************************
 BO0236  DESIGNATION -  K 720
 BO0236  PID         -  BO0236
 BO0236  STATE/COUNTY-  TX/VAL VERDE
 BO0236  USGS QUAD   -  DIVIDE WELL DRAW (1970)
 BO0236
 BO0236                         *CURRENT SURVEY CONTROL
 BO0236  ___________________________________________________________________
 BO0236* NAD 83(1986)-  30 12 47.     (N)    101 25 35.     (W)     SCALED    
 BO0236* NAVD 88     -       595.404  (meters)    1953.42   (feet)  ADJUSTED  
 BO0236  ___________________________________________________________________
 BO0236  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 BO0236  DYNAMIC HT  -         594.520 (meters)    1950.52  (feet)  COMP
 BO0236  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 BO0236
 BO0236  VERT ORDER  -  SECOND    CLASS 0
 BO0236
 BO0236.The horizontal coordinates were scaled from a topographic map and have
 BO0236.an estimated accuracy of +/- 6 seconds.
 BO0236
 BO0236.The orthometric height was determined by differential leveling
 BO0236.and adjusted by the National Geodetic Survey in June 1991..
 BO0236
 BO0236.The geoid height was determined by GEOID03.
 BO0236
 BO0236.The dynamic height is computed by dividing the NAVD 88
 BO0236.geopotential number by the normal gravity value computed on the
 BO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0236.degrees latitude (g = 980.6199 gals.).
 BO0236
 BO0236.The modeled gravity was interpolated from observed gravity values.
 BO0236
 BO0236;                    North         East    Units  Estimated Accuracy
 BO0236;SPC TXSC     - 4,266,170.      366,410.      MT  (+/- 180 meters Scaled)
 BO0236
 BO0236                          SUPERSEDED SURVEY CONTROL
 BO0236
 BO0236  NGVD 29 (??/??/92)  595.263  (m)         1952.96   (f) ADJ UNCH    2 0
 BO0236
 BO0236.Superseded values are not recommended for survey control.
 BO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0236.See file dsdata.txt to determine how the superseded data were derived.
 BO0236
 BO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU664448(NAD 83)
 BO0236_MARKER: DB = BENCH MARK DISK
 BO0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0236_STAMPING: K 720 1942
 BO0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0236+STABILITY: SURFACE MOTION
 BO0236
 BO0236  HISTORY     - Date     Condition        Report By
 BO0236  HISTORY     - 1942     MONUMENTED       CGS
 BO0236  HISTORY     - 1970     MARK NOT FOUND   USGS
 BO0236
 BO0236                          STATION DESCRIPTION
 BO0236
 BO0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0236'9.3 MI E FROM PANDALE.
 BO0236'THIS MARK IS ABOUT 9.3 MILES EAST ALONG A DIRT ROAD TO JUNO FROM THE
 BO0236'SCHOOL HOUSE AT PANDALE, AND ABOUT 1.3 MILE EAST ALONG THE ROAD FROM A
 BO0236'ROCK BUNGALOW, ABOUT 200.0 FEET EAST OF A DIP IN THE ROAD, 24.9 FEET
 BO0236'EAST OF A TELEPHONE POLE, 25.5 FEET SOUTH OF THE CENTER LINE OF THE
 BO0236'ROAD, NEAR A WHITE REFERENCE POST.
 BO0236
 BO0236                          STATION RECOVERY (1970)
 BO0236
 BO0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BO0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0260 ***********************************************************************
 BO0260  DESIGNATION -  K 721
 BO0260  PID         -  BO0260
 BO0260  STATE/COUNTY-  TX/VAL VERDE
 BO0260  USGS QUAD   -  BEE CANYON (1970)
 BO0260
 BO0260                         *CURRENT SURVEY CONTROL
 BO0260  ___________________________________________________________________
 BO0260* NAD 83(1986)-  30 10 02.     (N)    101 12 24.     (W)     SCALED    
 BO0260* NAVD 88     -       539.796  (meters)    1770.98   (feet)  ADJUSTED  
 BO0260  ___________________________________________________________________
 BO0260  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 BO0260  DYNAMIC HT  -         538.996 (meters)    1768.36  (feet)  COMP
 BO0260  MODELED GRAV-     979,143.3   (mgal)                       NAVD 88
 BO0260
 BO0260  VERT ORDER  -  SECOND    CLASS 0
 BO0260
 BO0260.The horizontal coordinates were scaled from a topographic map and have
 BO0260.an estimated accuracy of +/- 6 seconds.
 BO0260
 BO0260.The orthometric height was determined by differential leveling
 BO0260.and adjusted by the National Geodetic Survey in June 1991..
 BO0260
 BO0260.The geoid height was determined by GEOID03.
 BO0260
 BO0260.The dynamic height is computed by dividing the NAVD 88
 BO0260.geopotential number by the normal gravity value computed on the
 BO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0260.degrees latitude (g = 980.6199 gals.).
 BO0260
 BO0260.The modeled gravity was interpolated from observed gravity values.
 BO0260
 BO0260;                    North         East    Units  Estimated Accuracy
 BO0260;SPC TXSC     - 4,260,670.      387,460.      MT  (+/- 180 meters Scaled)
 BO0260
 BO0260                          SUPERSEDED SURVEY CONTROL
 BO0260
 BO0260  NGVD 29 (??/??/92)  539.663  (m)         1770.54   (f) ADJ UNCH    2 0
 BO0260
 BO0260.Superseded values are not recommended for survey control.
 BO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0260.See file dsdata.txt to determine how the superseded data were derived.
 BO0260
 BO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU875393(NAD 83)
 BO0260_MARKER: DB = BENCH MARK DISK
 BO0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0260_STAMPING: K 721 1942
 BO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0260+STABILITY: SURFACE MOTION
 BO0260
 BO0260  HISTORY     - Date     Condition        Report By
 BO0260  HISTORY     - 1942     MONUMENTED       CGS
 BO0260  HISTORY     - 1971     MARK NOT FOUND   NGS
 BO0260
 BO0260                          STATION DESCRIPTION
 BO0260
 BO0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0260'8.3 MI W FROM JUNO.
 BO0260'THIS MARK IS ABOUT 8.3 MILES WEST ALONG A DIRT ROAD TO PANDALE FROM
 BO0260'THE POST OFFICE AT JUNO, VAL VERDE COUNTY, AND 0.5 MILES WEST OF A
 BO0260'CATTLE GUARD, SET BETWEEN TWO CURVES IN THE SAME DIRECTION, 27.3 FEET
 BO0260'NORTH OF A BLAZED 5-INCH MESQUITE TREE, 25.0 FEET SOUTH OF THE CENTER
 BO0260'LINE OF THE ROAD, NEAR A WHITE REFERENCE POST.  NOTE-- ROAD CONSTR. IN
 BO0260'AREA.  BM MAY BE GRADED OUT OR COVERED BY ROCK.
 BO0260
 BO0260                          STATION RECOVERY (1971)
 BO0260
 BO0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0080 ***********************************************************************
 BO0080  DESIGNATION -  K 722
 BO0080  PID         -  BO0080
 BO0080  STATE/COUNTY-  TX/VAL VERDE
 BO0080  USGS QUAD   -  WHITE DRAW (1973)
 BO0080
 BO0080                         *CURRENT SURVEY CONTROL
 BO0080  ___________________________________________________________________
 BO0080* NAD 83(1986)-  30 06 00.     (N)    100 58 49.     (W)     SCALED    
 BO0080* NAVD 88     -       637.120  (meters)    2090.28   (feet)  ADJUSTED  
 BO0080  ___________________________________________________________________
 BO0080  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 BO0080  DYNAMIC HT  -         636.185 (meters)    2087.22  (feet)  COMP
 BO0080  MODELED GRAV-     979,153.9   (mgal)                       NAVD 88
 BO0080
 BO0080  VERT ORDER  -  SECOND    CLASS 0
 BO0080
 BO0080.The horizontal coordinates were scaled from a topographic map and have
 BO0080.an estimated accuracy of +/- 6 seconds.
 BO0080
 BO0080.The orthometric height was determined by differential leveling
 BO0080.and adjusted by the National Geodetic Survey in June 1991..
 BO0080
 BO0080.The geoid height was determined by GEOID03.
 BO0080
 BO0080.The dynamic height is computed by dividing the NAVD 88
 BO0080.geopotential number by the normal gravity value computed on the
 BO0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0080.degrees latitude (g = 980.6199 gals.).
 BO0080
 BO0080.The modeled gravity was interpolated from observed gravity values.
 BO0080
 BO0080;                    North         East    Units  Estimated Accuracy
 BO0080;SPC TXSC     - 4,252,830.      409,140.      MT  (+/- 180 meters Scaled)
 BO0080
 BO0080                          SUPERSEDED SURVEY CONTROL
 BO0080
 BO0080  NGVD 29 (??/??/92)  636.993  (m)         2089.87   (f) ADJ UNCH    2 0
 BO0080
 BO0080.Superseded values are not recommended for survey control.
 BO0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0080.See file dsdata.txt to determine how the superseded data were derived.
 BO0080
 BO0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU091315(NAD 83)
 BO0080_MARKER: DB = BENCH MARK DISK
 BO0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0080_STAMPING: K 722 1942
 BO0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0080+STABILITY: SURFACE MOTION
 BO0080
 BO0080  HISTORY     - Date     Condition        Report By
 BO0080  HISTORY     - 1942     MONUMENTED       CGS
 BO0080
 BO0080                          STATION DESCRIPTION
 BO0080
 BO0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0080'16.0 MI NE FROM JUNO.
 BO0080'THIS MARK IS ABOUT 8.0 MILES NORTHEAST ALONG THE ROAD TO SONORA AND
 BO0080'ABOUT 8.0 MILES EAST ALONG A RANCH ROAD TO LOMA ALTA FROM THE POST
 BO0080'OFFICE AT JUNO, VAL VERDE COUNTY, 35.0 FEET NORTHEAST OF THE NORTHEAST
 BO0080'CORNER OF A ROCK BUNGALOW, 24.0 FEET WEST OF THE CENTER LINE OF THE
 BO0080'ROAD, 1.0 FOOT NORTH OF THE VARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0384 ***********************************************************************
 BO0384  DESIGNATION -  K 724
 BO0384  PID         -  BO0384
 BO0384  STATE/COUNTY-  TX/TERRELL
 BO0384  USGS QUAD   -  HORSEHEAD CANYON (1967)
 BO0384
 BO0384                         *CURRENT SURVEY CONTROL
 BO0384  ___________________________________________________________________
 BO0384* NAD 83(1986)-  30 31 44.     (N)    101 53 42.     (W)     SCALED    
 BO0384* NAVD 88     -       666.503  (meters)    2186.69   (feet)  ADJUSTED  
 BO0384  ___________________________________________________________________
 BO0384  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 BO0384  DYNAMIC HT  -         665.523 (meters)    2183.47  (feet)  COMP
 BO0384  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 BO0384
 BO0384  VERT ORDER  -  SECOND    CLASS 0
 BO0384
 BO0384.The horizontal coordinates were scaled from a topographic map and have
 BO0384.an estimated accuracy of +/- 6 seconds.
 BO0384
 BO0384.The orthometric height was determined by differential leveling
 BO0384.and adjusted by the National Geodetic Survey in June 1991..
 BO0384
 BO0384.The geoid height was determined by GEOID03.
 BO0384
 BO0384.The dynamic height is computed by dividing the NAVD 88
 BO0384.geopotential number by the normal gravity value computed on the
 BO0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0384.degrees latitude (g = 980.6199 gals.).
 BO0384
 BO0384.The modeled gravity was interpolated from observed gravity values.
 BO0384
 BO0384;                    North         East    Units  Estimated Accuracy
 BO0384;SPC TXSC     - 4,302,200.      322,170.      MT  (+/- 180 meters Scaled)
 BO0384
 BO0384                          SUPERSEDED SURVEY CONTROL
 BO0384
 BO0384  NGVD 29 (??/??/92)  666.280  (m)         2185.95   (f) ADJ UNCH    2 0
 BO0384
 BO0384.Superseded values are not recommended for survey control.
 BO0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0384.See file dsdata.txt to determine how the superseded data were derived.
 BO0384
 BO0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU222809(NAD 83)
 BO0384_MARKER: DB = BENCH MARK DISK
 BO0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0384_STAMPING: K 724 1942
 BO0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0384+STABILITY: SURFACE MOTION
 BO0384
 BO0384  HISTORY     - Date     Condition        Report By
 BO0384  HISTORY     - 1942     MONUMENTED       CGS
 BO0384  HISTORY     - 1958     GOOD             NGS
 BO0384
 BO0384                          STATION DESCRIPTION
 BO0384
 BO0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0384'16.0 MI S FROM SHEFFIELD.
 BO0384'ABOUT 16.0 MILES SOUTH ALONG STATE HIGHWAY 349 FROM THE POST OFFICE AT
 BO0384'SHEFFIELD, 116 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 BO0384'0.8 MILE SOUTHEAST OF THE JUNCTION OF A PRIVATE ROAD LEADING WEST TO
 BO0384'THE BLACKSTONE RANCH, ABOUT 0.2 MILE SOUTHEAST OF A DIP IN THE
 BO0384'HIGHWAY, 23 FEET NORTHEAST OF THE CENTER LINE OF THE OLD ROAD, 1 1/2
 BO0384'FEET SOUTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 BO0384'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0333 ***********************************************************************
 BO0333  DESIGNATION -  K 725
 BO0333  PID         -  BO0333
 BO0333  STATE/COUNTY-  TX/TERRELL
 BO0333  USGS QUAD   -  GEDDIS CANYON WEST (1980)
 BO0333
 BO0333                         *CURRENT SURVEY CONTROL
 BO0333  ___________________________________________________________________
 BO0333* NAD 83(1986)-  30 17 01.     (N)    101 59 25.     (W)     SCALED    
 BO0333* NAVD 88     -       684.383  (meters)    2245.35   (feet)  ADJUSTED  
 BO0333  ___________________________________________________________________
 BO0333  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 BO0333  DYNAMIC HT  -         683.355 (meters)    2241.97  (feet)  COMP
 BO0333  MODELED GRAV-     979,119.0   (mgal)                       NAVD 88
 BO0333
 BO0333  VERT ORDER  -  SECOND    CLASS 0
 BO0333
 BO0333.The horizontal coordinates were scaled from a topographic map and have
 BO0333.an estimated accuracy of +/- 6 seconds.
 BO0333
 BO0333.The orthometric height was determined by differential leveling
 BO0333.and adjusted by the National Geodetic Survey in June 1991..
 BO0333
 BO0333.The geoid height was determined by GEOID03.
 BO0333
 BO0333.The dynamic height is computed by dividing the NAVD 88
 BO0333.geopotential number by the normal gravity value computed on the
 BO0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0333.degrees latitude (g = 980.6199 gals.).
 BO0333
 BO0333.The modeled gravity was interpolated from observed gravity values.
 BO0333
 BO0333;                    North         East    Units  Estimated Accuracy
 BO0333;SPC TXSC     - 4,275,250.      312,330.      MT  (+/- 180 meters Scaled)
 BO0333
 BO0333                          SUPERSEDED SURVEY CONTROL
 BO0333
 BO0333  NGVD 29 (??/??/92)  684.161  (m)         2244.62   (f) ADJ UNCH    2 0
 BO0333
 BO0333.Superseded values are not recommended for survey control.
 BO0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0333.See file dsdata.txt to determine how the superseded data were derived.
 BO0333
 BO0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU123540(NAD 83)
 BO0333_MARKER: DB = BENCH MARK DISK
 BO0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0333_STAMPING: K 725 1942
 BO0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0333+STABILITY: SURFACE MOTION
 BO0333
 BO0333  HISTORY     - Date     Condition        Report By
 BO0333  HISTORY     - 1942     MONUMENTED       CGS
 BO0333  HISTORY     - 1958     GOOD             NGS
 BO0333
 BO0333                          STATION DESCRIPTION
 BO0333
 BO0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0333'19.0 MI N FROM DRYDEN.
 BO0333'ABOUT 16.55 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BO0333'ORLEANS RAILROAD STATION AT DRYDEN TO A CONCRETE WATER CROSSING,
 BO0333'THENCE 0.3 MILE NORTHWEST ALONG A TRAIL ROAD, THENCE 2.15 MILES
 BO0333'NORTHEAST ALONG THE OLD HIGHWAY, 35 FEET SOUTHEAST OF THE CENTER LINE
 BO0333'OF THE OLD HIGHWAY, ON THE SOUTHWEST EDGE OF A HILL, 1 1/2 FEET
 BO0333'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 BO0333'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0386 ***********************************************************************
 CC0386  DESIGNATION -  K 726
 CC0386  PID         -  CC0386
 CC0386  STATE/COUNTY-  TX/REEVES
 CC0386  USGS QUAD   -  TOYAH (1970)
 CC0386
 CC0386                         *CURRENT SURVEY CONTROL
 CC0386  ___________________________________________________________________
 CC0386* NAD 83(1986)-  31 20 13.     (N)    103 48 54.     (W)     SCALED    
 CC0386* NAVD 88     -       894.884  (meters)    2935.97   (feet)  ADJUSTED  
 CC0386  ___________________________________________________________________
 CC0386  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CC0386  DYNAMIC HT  -         893.561 (meters)    2931.62  (feet)  COMP
 CC0386  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 CC0386
 CC0386  VERT ORDER  -  SECOND    CLASS 0
 CC0386
 CC0386.The horizontal coordinates were scaled from a topographic map and have
 CC0386.an estimated accuracy of +/- 6 seconds.
 CC0386
 CC0386.The orthometric height was determined by differential leveling
 CC0386.and adjusted by the National Geodetic Survey in June 1991..
 CC0386
 CC0386.The geoid height was determined by GEOID03.
 CC0386
 CC0386.The dynamic height is computed by dividing the NAVD 88
 CC0386.geopotential number by the normal gravity value computed on the
 CC0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0386.degrees latitude (g = 980.6199 gals.).
 CC0386
 CC0386.The modeled gravity was interpolated from observed gravity values.
 CC0386
 CC0386;                    North         East    Units  Estimated Accuracy
 CC0386;SPC TX C     - 3,190,340.      368,750.      MT  (+/- 180 meters Scaled)
 CC0386
 CC0386                          SUPERSEDED SURVEY CONTROL
 CC0386
 CC0386  NGVD 29 (??/??/92)  894.525  (m)         2934.79   (f) ADJ UNCH    2 0
 CC0386
 CC0386.Superseded values are not recommended for survey control.
 CC0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0386.See file dsdata.txt to determine how the superseded data were derived.
 CC0386
 CC0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ127675(NAD 83)
 CC0386_MARKER: DB = BENCH MARK DISK
 CC0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0386_STAMPING: K 726 1942
 CC0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0386+STABILITY: SURFACE MOTION
 CC0386
 CC0386  HISTORY     - Date     Condition        Report By
 CC0386  HISTORY     - 1942     MONUMENTED       CGS
 CC0386  HISTORY     - 1958     GOOD             NGS
 CC0386
 CC0386                          STATION DESCRIPTION
 CC0386
 CC0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0386'3.15 MI NW FROM TOYAH.
 CC0386'ABOUT 3.15 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0386'PACIFIC RAILWAY COMPANY STATION AT TOYAH, 43 FEET WEST-SOUTHWEST OF
 CC0386'THE CENTER LINE OF THE ROAD, ABOUT 0.5 MILE NORTH-NORTHWEST OF A
 CC0386'CEMETERY, 200 FEET NORTH-NORTHWEST OF A DIRT ROAD LEADING WEST, 1 1/2
 CC0386'FEET SOUTH-SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 CC0386'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0053 ***********************************************************************
 CD0053  DESIGNATION -  K 727
 CD0053  PID         -  CD0053
 CD0053  STATE/COUNTY-  TX/CULBERSON
 CD0053  USGS QUAD   -  DRY LAKE (1973)
 CD0053
 CD0053                         *CURRENT SURVEY CONTROL
 CD0053  ___________________________________________________________________
 CD0053* NAD 83(1986)-  31 31 42.     (N)    104 06 26.     (W)     SCALED    
 CD0053* NAVD 88     -      1022.061  (meters)    3353.21   (feet)  ADJUSTED  
 CD0053  ___________________________________________________________________
 CD0053  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CD0053  DYNAMIC HT  -        1020.524 (meters)    3348.17  (feet)  COMP
 CD0053  MODELED GRAV-     979,102.6   (mgal)                       NAVD 88
 CD0053
 CD0053  VERT ORDER  -  SECOND    CLASS 0
 CD0053
 CD0053.The horizontal coordinates were scaled from a topographic map and have
 CD0053.an estimated accuracy of +/- 6 seconds.
 CD0053
 CD0053.The orthometric height was determined by differential leveling
 CD0053.and adjusted by the National Geodetic Survey in June 1991..
 CD0053
 CD0053.The geoid height was determined by GEOID03.
 CD0053
 CD0053.The dynamic height is computed by dividing the NAVD 88
 CD0053.geopotential number by the normal gravity value computed on the
 CD0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0053.degrees latitude (g = 980.6199 gals.).
 CD0053
 CD0053.The modeled gravity was interpolated from observed gravity values.
 CD0053
 CD0053;                    North         East    Units  Estimated Accuracy
 CD0053;SPC TX C     - 3,212,460.      341,680.      MT  (+/- 180 meters Scaled)
 CD0053
 CD0053                          SUPERSEDED SURVEY CONTROL
 CD0053
 CD0053  NGVD 29 (??/??/92) 1021.629  (m)         3351.79   (f) ADJ UNCH    2 0
 CD0053
 CD0053.Superseded values are not recommended for survey control.
 CD0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0053.See file dsdata.txt to determine how the superseded data were derived.
 CD0053
 CD0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ847885(NAD 83)
 CD0053_MARKER: DB = BENCH MARK DISK
 CD0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0053_STAMPING: K 727 1942
 CD0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0053+STABILITY: SURFACE MOTION
 CD0053
 CD0053  HISTORY     - Date     Condition        Report By
 CD0053  HISTORY     - 1942     MONUMENTED       CGS
 CD0053  HISTORY     - 1958     GOOD             NGS
 CD0053
 CD0053                          STATION DESCRIPTION
 CD0053
 CD0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0053'27.15 MI NW FROM TOYAH.
 CD0053'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0053'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 18.2 MILES
 CD0053'NORTHWEST ALONG A GRADED DIRT ROAD.  32 FEET SOUTH OF THE CENTER LINE
 CD0053'OF THE ROAD, ABOUT 0.9 MILE NORTHWEST OF THE ENTRANCE ROAD TO A RANCH
 CD0053'HOUSE, ABOUT 0.6 MILE WEST OF A CATTLE GUARD, 1 1/2 FEET EAST OF A
 CD0053'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 CD0053'AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0172 ***********************************************************************
 CD0172  DESIGNATION -  K 728
 CD0172  PID         -  CD0172
 CD0172  STATE/COUNTY-  TX/CULBERSON
 CD0172  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0172
 CD0172                         *CURRENT SURVEY CONTROL
 CD0172  ___________________________________________________________________
 CD0172* NAD 83(1986)-  31 28 04.     (N)    104 26 05.     (W)     SCALED    
 CD0172* NAVD 88     -      1240.812  (meters)    4070.90   (feet)  ADJUSTED  
 CD0172  ___________________________________________________________________
 CD0172  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CD0172  DYNAMIC HT  -        1238.903 (meters)    4064.63  (feet)  COMP
 CD0172  MODELED GRAV-     979,057.9   (mgal)                       NAVD 88
 CD0172
 CD0172  VERT ORDER  -  SECOND    CLASS 0
 CD0172
 CD0172.The horizontal coordinates were scaled from a topographic map and have
 CD0172.an estimated accuracy of +/- 6 seconds.
 CD0172
 CD0172.The orthometric height was determined by differential leveling
 CD0172.and adjusted by the National Geodetic Survey in June 1991..
 CD0172
 CD0172.The geoid height was determined by GEOID03.
 CD0172
 CD0172.The dynamic height is computed by dividing the NAVD 88
 CD0172.geopotential number by the normal gravity value computed on the
 CD0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0172.degrees latitude (g = 980.6199 gals.).
 CD0172
 CD0172.The modeled gravity was interpolated from observed gravity values.
 CD0172
 CD0172;                    North         East    Units  Estimated Accuracy
 CD0172;SPC TX C     - 3,206,850.      310,350.      MT  (+/- 180 meters Scaled)
 CD0172
 CD0172                          SUPERSEDED SURVEY CONTROL
 CD0172
 CD0172  NGVD 29 (??/??/92) 1240.308  (m)         4069.24   (f) ADJ UNCH    2 0
 CD0172
 CD0172.Superseded values are not recommended for survey control.
 CD0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0172.See file dsdata.txt to determine how the superseded data were derived.
 CD0172
 CD0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ537815(NAD 83)
 CD0172_MARKER: DB = BENCH MARK DISK
 CD0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0172_STAMPING: K 728 1942
 CD0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0172+STABILITY: SURFACE MOTION
 CD0172
 CD0172  HISTORY     - Date     Condition        Report By
 CD0172  HISTORY     - 1942     MONUMENTED       CGS
 CD0172  HISTORY     - 1958     GOOD             NGS
 CD0172
 CD0172                          STATION DESCRIPTION
 CD0172
 CD0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0172'51.35 MI NW FROM TOYAH.
 CD0172'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0172'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 42.4 MILES
 CD0172'NORTHWEST ALONG A GRADED ROAD.  30 FEET NORTHWEST OF THE CENTER LINE
 CD0172'OF THE ROAD, ABOUT 0.4 MILE NORTHEAST OF THE INTERSECTION OF A ROAD
 CD0172'LEADING SOUTH AND NORTHWEST, 200 FEET NORTHEAST OF THE NORTHEAST END
 CD0172'OF A CURVE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CD0172'2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0172'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0053 ***********************************************************************
 BQ0053  DESIGNATION -  K 729
 BQ0053  PID         -  BQ0053
 BQ0053  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0053  USGS QUAD   -  BORACHO PEAK (1978)
 BQ0053
 BQ0053                         *CURRENT SURVEY CONTROL
 BQ0053  ___________________________________________________________________
 BQ0053* NAD 83(1986)-  30 53 32.     (N)    104 27 06.     (W)     SCALED    
 BQ0053* NAVD 88     -      1340.624  (meters)    4398.36   (feet)  ADJUSTED  
 BQ0053  ___________________________________________________________________
 BQ0053  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 BQ0053  DYNAMIC HT  -        1338.492 (meters)    4391.37  (feet)  COMP
 BQ0053  MODELED GRAV-     979,003.1   (mgal)                       NAVD 88
 BQ0053
 BQ0053  VERT ORDER  -  SECOND    CLASS 0
 BQ0053
 BQ0053.The horizontal coordinates were scaled from a topographic map and have
 BQ0053.an estimated accuracy of +/- 6 seconds.
 BQ0053
 BQ0053.The orthometric height was determined by differential leveling
 BQ0053.and adjusted by the National Geodetic Survey in June 1991..
 BQ0053
 BQ0053.The geoid height was determined by GEOID03.
 BQ0053
 BQ0053.The dynamic height is computed by dividing the NAVD 88
 BQ0053.geopotential number by the normal gravity value computed on the
 BQ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0053.degrees latitude (g = 980.6199 gals.).
 BQ0053
 BQ0053.The modeled gravity was interpolated from observed gravity values.
 BQ0053
 BQ0053;                    North         East    Units  Estimated Accuracy
 BQ0053;SPC TX C     - 3,143,150.      306,380.      MT  (+/- 180 meters Scaled)
 BQ0053
 BQ0053                          SUPERSEDED SURVEY CONTROL
 BQ0053
 BQ0053  NGVD 29 (??/??/92) 1340.083  (m)         4396.59   (f) ADJ UNCH    2 0
 BQ0053
 BQ0053.Superseded values are not recommended for survey control.
 BQ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0053.See file dsdata.txt to determine how the superseded data were derived.
 BQ0053
 BQ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ524177(NAD 83)
 BQ0053_MARKER: DB = BENCH MARK DISK
 BQ0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0053_STAMPING: K 729 1942
 BQ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0053+STABILITY: SURFACE MOTION
 BQ0053
 BQ0053  HISTORY     - Date     Condition        Report By
 BQ0053  HISTORY     - 1942     MONUMENTED       CGS
 BQ0053  HISTORY     - 1958     GOOD             NGS
 BQ0053
 BQ0053                          STATION DESCRIPTION
 BQ0053
 BQ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0053'14.7 MI S FROM BORACHO.
 BQ0053'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0053'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 14.35 MILES
 BQ0053'SOUTH ALONG A VERY POOR DIRT ROAD.  23 FEET SOUTHEAST OF THE CENTER
 BQ0053'LINE OF THE ROAD, IN A FLAT BETWEEN TWO MOUNTAINS, 23 FEET SOUTHEAST
 BQ0053'OF THE CENTER OF A WIRE GATE, 2 FEET SOUTHWEST OF A FENCE, 1 1/2 FEET
 BQ0053'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 BQ0053'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0471 ***********************************************************************
 CT0471  DESIGNATION -  K 73
 CT0471  PID         -  CT0471
 CT0471  STATE/COUNTY-  TX/TAYLOR
 CT0471  USGS QUAD   -  BUFFALO GAP (1984)
 CT0471
 CT0471                         *CURRENT SURVEY CONTROL
 CT0471  ___________________________________________________________________
 CT0471* NAD 83(1986)-  32 20 16.     (N)    099 45 19.     (W)     SCALED    
 CT0471* NAVD 88     -       567.029  (meters)    1860.33   (feet)  POSTED    
 CT0471  ___________________________________________________________________
 CT0471  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CT0471  DYNAMIC HT  -         566.290 (meters)    1857.90  (feet)  COMP
 CT0471  MODELED GRAV-     979,316.1   (mgal)                       NAVD 88
 CT0471
 CT0471  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0471
 CT0471.The horizontal coordinates were scaled from a topographic map and have
 CT0471.an estimated accuracy of +/- 6 seconds.
 CT0471
 CT0471.The orthometric height was determined by differential leveling
 CT0471.and adjusted by the National Geodetic Survey in 1992..
 CT0471.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0471.rate of 0.0 thru 1.0 mm/km.
 CT0471
 CT0471.The geoid height was determined by GEOID03.
 CT0471
 CT0471.The dynamic height is computed by dividing the NAVD 88
 CT0471.geopotential number by the normal gravity value computed on the
 CT0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0471.degrees latitude (g = 980.6199 gals.).
 CT0471
 CT0471.The modeled gravity was interpolated from observed gravity values.
 CT0471
 CT0471;                    North         East    Units  Estimated Accuracy
 CT0471;SPC TXNC     - 2,075,130.      481,830.      MT  (+/- 180 meters Scaled)
 CT0471
 CT0471                          SUPERSEDED SURVEY CONTROL
 CT0471
 CT0471  NGVD 29 (??/??/92)  566.857  (m)         1859.76   (f) ADJ UNCH    1 2
 CT0471
 CT0471.Superseded values are not recommended for survey control.
 CT0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0471.See file dsdata.txt to determine how the superseded data were derived.
 CT0471
 CT0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA289781(NAD 83)
 CT0471_MARKER: DB = BENCH MARK DISK
 CT0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0471_STAMPING: 1859.763 K 73 1931
 CT0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0471+STABILITY: SURFACE MOTION
 CT0471
 CT0471  HISTORY     - Date     Condition        Report By
 CT0471  HISTORY     - 1931     MONUMENTED       CGS
 CT0471  HISTORY     - 1958     MARK NOT FOUND   NGS
 CT0471
 CT0471                          STATION DESCRIPTION
 CT0471
 CT0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CT0471'IN IBERIS.
 CT0471'AT IBERIS, TAYLOR COUNTY, ON THE ABILENE AND SOUTHERN RAILWAY, 6-1/2
 CT0471'RAILS SOUTH OF THE STATION, 15 RAILS SOUTH OF MILEPOST 46, AT A ROAD
 CT0471'CROSSING, 30 FEET EAST OF THE TRACK, AND 25 FEET NORTH OF THE
 CT0471'CROSSROAD.  A STANDARD DISK, STAMPED 1859.763 K 73 1931 AND SET IN THE
 CT0471'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0029 ***********************************************************************
 BQ0029  DESIGNATION -  K 730
 BQ0029  PID         -  BQ0029
 BQ0029  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0029  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0029
 BQ0029                         *CURRENT SURVEY CONTROL
 BQ0029  ___________________________________________________________________
 BQ0029* NAD 83(1986)-  30 36 27.     (N)    104 29 01.     (W)     SCALED    
 BQ0029* NAVD 88     -      1361.468  (meters)    4466.75   (feet)  ADJUSTED  
 BQ0029  ___________________________________________________________________
 BQ0029  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 BQ0029  DYNAMIC HT  -        1359.226 (meters)    4459.39  (feet)  COMP
 BQ0029  MODELED GRAV-     978,947.3   (mgal)                       NAVD 88
 BQ0029
 BQ0029  VERT ORDER  -  FIRST     CLASS II
 BQ0029
 BQ0029.The horizontal coordinates were scaled from a topographic map and have
 BQ0029.an estimated accuracy of +/- 6 seconds.
 BQ0029
 BQ0029.The orthometric height was determined by differential leveling
 BQ0029.and adjusted by the National Geodetic Survey in June 1991..
 BQ0029
 BQ0029.The geoid height was determined by GEOID03.
 BQ0029
 BQ0029.The dynamic height is computed by dividing the NAVD 88
 BQ0029.geopotential number by the normal gravity value computed on the
 BQ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0029.degrees latitude (g = 980.6199 gals.).
 BQ0029
 BQ0029.The modeled gravity was interpolated from observed gravity values.
 BQ0029
 BQ0029;                    North         East    Units  Estimated Accuracy
 BQ0029;SPC TX C     - 3,111,720.      302,150.      MT  (+/- 180 meters Scaled)
 BQ0029
 BQ0029                          SUPERSEDED SURVEY CONTROL
 BQ0029
 BQ0029  NGVD 29 (??/??/92) 1360.887  (m)         4464.84   (f) ADJ UNCH    1 2
 BQ0029
 BQ0029.Superseded values are not recommended for survey control.
 BQ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0029.See file dsdata.txt to determine how the superseded data were derived.
 BQ0029
 BQ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP494862(NAD 83)
 BQ0029_MARKER: DB = BENCH MARK DISK
 BQ0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0029_STAMPING: K 730 1942
 BQ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0029+STABILITY: SURFACE MOTION
 BQ0029
 BQ0029  HISTORY     - Date     Condition        Report By
 BQ0029  HISTORY     - 1942     MONUMENTED       CGS
 BQ0029  HISTORY     - 1957     GOOD             NGS
 BQ0029
 BQ0029                          STATION DESCRIPTION
 BQ0029
 BQ0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0029'1.85 MI NE FROM VALENTINE.
 BQ0029'ABOUT 0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0029'THE STATION AT VALENTINE, THENCE 0.65 MILE NORTHEAST ALONG A DIRT
 BQ0029'ROAD, THENCE 1.0 MILE NORTH-NORTHEAST ALONG THE SAME ROAD, ABOUT 0.7
 BQ0029'MILE NORTH-NORTHEAST OF A WINDMILL AND WATER TANK, 32 FEET EAST OF THE
 BQ0029'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 BQ0029'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BQ0029'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0182 ***********************************************************************
 BQ0182  DESIGNATION -  K 731
 BQ0182  PID         -  BQ0182
 BQ0182  STATE/COUNTY-  TX/PRESIDIO
 BQ0182  USGS QUAD   -  CAPOTE PEAK (1978)
 BQ0182
 BQ0182                         *CURRENT SURVEY CONTROL
 BQ0182  ___________________________________________________________________
 BQ0182* NAD 83(1986)-  30 16 54.     (N)    104 33 52.     (W)     SCALED    
 BQ0182* NAVD 88     -      1433.146  (meters)    4701.91   (feet)  POSTED    
 BQ0182  ___________________________________________________________________
 BQ0182  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 BQ0182  DYNAMIC HT  -        1430.760 (meters)    4694.09  (feet)  COMP
 BQ0182  MODELED GRAV-     978,926.5   (mgal)                       NAVD 88
 BQ0182
 BQ0182  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0182
 BQ0182.The horizontal coordinates were scaled from a topographic map and have
 BQ0182.an estimated accuracy of +/- 6 seconds.
 BQ0182
 BQ0182.The orthometric height was determined by differential leveling
 BQ0182.and adjusted by the National Geodetic Survey in 1992..
 BQ0182.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0182.rate of 1.1 thru 2.0 mm/km.
 BQ0182
 BQ0182.The geoid height was determined by GEOID03.
 BQ0182
 BQ0182.The dynamic height is computed by dividing the NAVD 88
 BQ0182.geopotential number by the normal gravity value computed on the
 BQ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0182.degrees latitude (g = 980.6199 gals.).
 BQ0182
 BQ0182.The modeled gravity was interpolated from observed gravity values.
 BQ0182
 BQ0182;                    North         East    Units  Estimated Accuracy
 BQ0182;SPC TXSC     - 4,284,090.       64,830.      MT  (+/- 180 meters Scaled)
 BQ0182
 BQ0182                          SUPERSEDED SURVEY CONTROL
 BQ0182
 BQ0182  NGVD 29 (??/??/92) 1432.583  (m)         4700.07   (f) ADJ UNCH    2 0
 BQ0182
 BQ0182.Superseded values are not recommended for survey control.
 BQ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0182.See file dsdata.txt to determine how the superseded data were derived.
 BQ0182
 BQ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP418500(NAD 83)
 BQ0182_MARKER: DB = BENCH MARK DISK
 BQ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0182_STAMPING: K 731 1943
 BQ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0182+STABILITY: SURFACE MOTION
 BQ0182
 BQ0182  HISTORY     - Date     Condition        Report By
 BQ0182  HISTORY     - 1943     MONUMENTED       CGS
 BQ0182
 BQ0182                          STATION DESCRIPTION
 BQ0182
 BQ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0182'23.5 MI S FROM VALENTINE.
 BQ0182'THIS MARK IS 23.5 MILES SOUTH ALONG A DIRT ROAD TO CANDELARIA FROM THE
 BQ0182'POST OFFICE AT VALENTINE, 4.2 MILES SOUTH OF THE BRITE RANCH, 0.1 MILE
 BQ0182'SOUTH OF A 24-INCH CORRUGATED PIPE CULVERT, 0.1 MILE NORTH OF A WATER
 BQ0182'TANK, 34.0 FEET EAST OF THE CENTERLINE OF THE ROAD, PROJECTING
 BQ0182'6-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0209 ***********************************************************************
 BQ0209  DESIGNATION -  K 732
 BQ0209  PID         -  BQ0209
 BQ0209  STATE/COUNTY-  TX/PRESIDIO
 BQ0209  USGS QUAD   -  PUEBLO NUEVO (1979)
 BQ0209
 BQ0209                         *CURRENT SURVEY CONTROL
 BQ0209  ___________________________________________________________________
 BQ0209* NAD 83(1986)-  30 03 55.     (N)    104 41 20.     (W)     SCALED    
 BQ0209* NAVD 88     -       862.977  (meters)    2831.28   (feet)  POSTED    
 BQ0209  ___________________________________________________________________
 BQ0209  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 BQ0209  DYNAMIC HT  -         861.580 (meters)    2826.70  (feet)  COMP
 BQ0209  MODELED GRAV-     978,999.3   (mgal)                       NAVD 88
 BQ0209
 BQ0209  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0209
 BQ0209.The horizontal coordinates were scaled from a topographic map and have
 BQ0209.an estimated accuracy of +/- 6 seconds.
 BQ0209
 BQ0209.The orthometric height was determined by differential leveling
 BQ0209.and adjusted by the National Geodetic Survey in 1992..
 BQ0209.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0209.rate of 1.1 thru 2.0 mm/km.
 BQ0209
 BQ0209.The geoid height was determined by GEOID03.
 BQ0209
 BQ0209.The dynamic height is computed by dividing the NAVD 88
 BQ0209.geopotential number by the normal gravity value computed on the
 BQ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0209.degrees latitude (g = 980.6199 gals.).
 BQ0209
 BQ0209.The modeled gravity was interpolated from observed gravity values.
 BQ0209
 BQ0209;                    North         East    Units  Estimated Accuracy
 BQ0209;SPC TXSC     - 4,260,700.       51,710.      MT  (+/- 180 meters Scaled)
 BQ0209
 BQ0209                          SUPERSEDED SURVEY CONTROL
 BQ0209
 BQ0209  NGVD 29 (??/??/92)  862.508  (m)         2829.74   (f) ADJ UNCH    2 0
 BQ0209
 BQ0209.Superseded values are not recommended for survey control.
 BQ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0209.See file dsdata.txt to determine how the superseded data were derived.
 BQ0209
 BQ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP299260(NAD 83)
 BQ0209_MARKER: DB = BENCH MARK DISK
 BQ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0209_STAMPING: K 732 1943
 BQ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0209+STABILITY: SURFACE MOTION
 BQ0209
 BQ0209  HISTORY     - Date     Condition        Report By
 BQ0209  HISTORY     - 1943     MONUMENTED       CGS
 BQ0209  HISTORY     - 1966     MARK NOT FOUND   NGS
 BQ0209
 BQ0209                          STATION DESCRIPTION
 BQ0209
 BQ0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0209'5.5 MI SE FROM CANDELARIA.
 BQ0209'THIS MARK IS 5.5 MILES SOUTHEAST ALONG THE ROAD TO RUIDOSA FROM THE
 BQ0209'SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, 0.1 MILE SOUTHEAST OF A
 BQ0209'ARROYO, 40.5 FEET EAST OF A FENCE RUNNING PARALLEL WITH THE ROAD, 33.2
 BQ0209'FEET WEST OF THE CENTERLINE OF THE ROAD, PROJECTING 4-INCHES ABOVE THE
 BQ0209'GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
 BQ0209
 BQ0209                          STATION RECOVERY (1966)
 BQ0209
 BQ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BQ0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0018 ***********************************************************************
 CD0018  DESIGNATION -  K 733
 CD0018  PID         -  CD0018
 CD0018  STATE/COUNTY-  TX/CULBERSON
 CD0018  USGS QUAD   -  SCREW BEAN DRAW EAST (1973)
 CD0018
 CD0018                         *CURRENT SURVEY CONTROL
 CD0018  ___________________________________________________________________
 CD0018* NAD 83(1986)-  31 48 41.     (N)    104 03 22.     (W)     SCALED    
 CD0018* NAVD 88     -       942.904  (meters)    3093.51   (feet)  ADJUSTED  
 CD0018  ___________________________________________________________________
 CD0018  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CD0018  DYNAMIC HT  -         941.501 (meters)    3088.91  (feet)  COMP
 CD0018  MODELED GRAV-     979,121.2   (mgal)                       NAVD 88
 CD0018
 CD0018  VERT ORDER  -  SECOND    CLASS 0
 CD0018
 CD0018.The horizontal coordinates were scaled from a topographic map and have
 CD0018.an estimated accuracy of +/- 6 seconds.
 CD0018
 CD0018.The orthometric height was determined by differential leveling
 CD0018.and adjusted by the National Geodetic Survey in June 1991..
 CD0018
 CD0018.The geoid height was determined by GEOID03.
 CD0018
 CD0018.The dynamic height is computed by dividing the NAVD 88
 CD0018.geopotential number by the normal gravity value computed on the
 CD0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0018.degrees latitude (g = 980.6199 gals.).
 CD0018
 CD0018.The modeled gravity was interpolated from observed gravity values.
 CD0018
 CD0018;                    North         East    Units  Estimated Accuracy
 CD0018;SPC TX C     - 3,243,660.      347,580.      MT  (+/- 180 meters Scaled)
 CD0018
 CD0018                          SUPERSEDED SURVEY CONTROL
 CD0018
 CD0018  NGVD 29 (??/??/92)  942.424  (m)         3091.94   (f) ADJ UNCH    2 0
 CD0018
 CD0018.Superseded values are not recommended for survey control.
 CD0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0018.See file dsdata.txt to determine how the superseded data were derived.
 CD0018
 CD0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER893199(NAD 83)
 CD0018_MARKER: DB = BENCH MARK DISK
 CD0018_SETTING: 0 = UNSPECIFIED SETTING
 CD0018_STAMPING: K 733 1943
 CD0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0018
 CD0018  HISTORY     - Date     Condition        Report By
 CD0018  HISTORY     - 1943     MONUMENTED       CGS
 CD0018  HISTORY     - 1972     MARK NOT FOUND   USGS
 CD0018
 CD0018                          STATION DESCRIPTION
 CD0018
 CD0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0018'9.6 MI W FROM ORLA.
 CD0018'THIS MARK IS 9.6 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0018'ORLA, 1.8 MILE WEST OF A PUMPING STATION, 11.5 FEET NORTHEAST OF POWER
 CD0018'POLE NUMBER 143-20, 31.4 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 CD0018'PROJECTING 3-INCHES ABOVE THE GROUND, 2.0 FEET WEST OF A WHITE
 CD0018'REFERENCE POST.
 CD0018
 CD0018                          STATION RECOVERY (1972)
 CD0018
 CD0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CD0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0091 ***********************************************************************
 BB0091  DESIGNATION -  K 735
 BB0091  PID         -  BB0091
 BB0091  STATE/COUNTY-  TX/PRESIDIO
 BB0091  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0091
 BB0091                         *CURRENT SURVEY CONTROL
 BB0091  ___________________________________________________________________
 BB0091* NAD 83(1986)-  29 50 25.     (N)    104 13 04.     (W)     SCALED    
 BB0091* NAVD 88     -      1279.967  (meters)    4199.36   (feet)  ADJUSTED  
 BB0091  ___________________________________________________________________
 BB0091  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BB0091  DYNAMIC HT  -        1277.826 (meters)    4192.33  (feet)  COMP
 BB0091  MODELED GRAV-     978,925.5   (mgal)                       NAVD 88
 BB0091
 BB0091  VERT ORDER  -  SECOND    CLASS 0
 BB0091
 BB0091.The horizontal coordinates were scaled from a topographic map and have
 BB0091.an estimated accuracy of +/- 6 seconds.
 BB0091
 BB0091.The orthometric height was determined by differential leveling
 BB0091.and adjusted by the National Geodetic Survey in June 1991..
 BB0091
 BB0091.The geoid height was determined by GEOID03.
 BB0091
 BB0091.The dynamic height is computed by dividing the NAVD 88
 BB0091.geopotential number by the normal gravity value computed on the
 BB0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0091.degrees latitude (g = 980.6199 gals.).
 BB0091
 BB0091.The modeled gravity was interpolated from observed gravity values.
 BB0091
 BB0091;                    North         East    Units  Estimated Accuracy
 BB0091;SPC TXSC     - 4,233,670.       95,970.      MT  (+/- 180 meters Scaled)
 BB0091
 BB0091                          SUPERSEDED SURVEY CONTROL
 BB0091
 BB0091  NGVD 29 (??/??/92) 1279.527  (m)         4197.91   (f) ADJ UNCH    2 0
 BB0091
 BB0091.Superseded values are not recommended for survey control.
 BB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0091.See file dsdata.txt to determine how the superseded data were derived.
 BB0091
 BB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP755013(NAD 83)
 BB0091_MARKER: DB = BENCH MARK DISK
 BB0091_SETTING: 80 = SET IN A BOULDER
 BB0091_SP_SET: BOULDER
 BB0091_STAMPING: K 735 1943
 BB0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0091+STABILITY: SURFACE MOTION
 BB0091
 BB0091  HISTORY     - Date     Condition        Report By
 BB0091  HISTORY     - 1943     MONUMENTED       CGS
 BB0091  HISTORY     - 1958     GOOD             NGS
 BB0091
 BB0091                          STATION DESCRIPTION
 BB0091
 BB0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0091'10.45 MI NE FROM SHAFTER.
 BB0091'ABOUT 5.5 MILES NORTH-NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE SCHOOL
 BB0091'HOUSE AT SHAFTER, THENCE ABOUT 4.95 MILES SOUTHEAST ALONG A GRADED
 BB0091'DIRT ROAD.  IN THE TOP OF BOULDER PROJECTING 1 1/2 FEET, ABOUT 0.75
 BB0091'MILE SOUTHEAST OF A POWER LINE, ABOUT 0.55 MILE SOUTHEAST OF A WASH,
 BB0091'ABOUT 0.3 MILE SOUTHEAST OF A SHARP HILL, AT THE NORTH END OF A SHARP
 BB0091'CURVE, 67 FEET EAST OF THE CENTER LINE OF THE ROAD, AND AT THE
 BB0091'SOUTHWEST TOE OF A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0368 ***********************************************************************
 BA0368  DESIGNATION -  K 736
 BA0368  PID         -  BA0368
 BA0368  STATE/COUNTY-  TX/PRESIDIO
 BA0368  USGS QUAD   -  HORSESHOE MOUNTAINS (1983)
 BA0368
 BA0368                         *CURRENT SURVEY CONTROL
 BA0368  ___________________________________________________________________
 BA0368* NAD 83(1986)-  29 40 39.     (N)    103 52 53.     (W)     SCALED    
 BA0368* NAVD 88     -      1261.276  (meters)    4138.04   (feet)  ADJUSTED  
 BA0368  ___________________________________________________________________
 BA0368  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 BA0368  DYNAMIC HT  -        1259.172 (meters)    4131.13  (feet)  COMP
 BA0368  MODELED GRAV-     978,930.5   (mgal)                       NAVD 88
 BA0368
 BA0368  VERT ORDER  -  SECOND    CLASS 0
 BA0368
 BA0368.The horizontal coordinates were scaled from a topographic map and have
 BA0368.an estimated accuracy of +/- 6 seconds.
 BA0368
 BA0368.The orthometric height was determined by differential leveling
 BA0368.and adjusted by the National Geodetic Survey in June 1991..
 BA0368
 BA0368.The geoid height was determined by GEOID03.
 BA0368
 BA0368.The dynamic height is computed by dividing the NAVD 88
 BA0368.geopotential number by the normal gravity value computed on the
 BA0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0368.degrees latitude (g = 980.6199 gals.).
 BA0368
 BA0368.The modeled gravity was interpolated from observed gravity values.
 BA0368
 BA0368;                    North         East    Units  Estimated Accuracy
 BA0368;SPC TXSC     - 4,214,240.      127,690.      MT  (+/- 180 meters Scaled)
 BA0368
 BA0368                          SUPERSEDED SURVEY CONTROL
 BA0368
 BA0368  NGVD 29 (??/??/92) 1260.902  (m)         4136.81   (f) ADJ UNCH    2 0
 BA0368
 BA0368.Superseded values are not recommended for survey control.
 BA0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0368.See file dsdata.txt to determine how the superseded data were derived.
 BA0368
 BA0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN082835(NAD 83)
 BA0368_MARKER: DB = BENCH MARK DISK
 BA0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0368_STAMPING: K 736 1943
 BA0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0368+STABILITY: SURFACE MOTION
 BA0368
 BA0368  HISTORY     - Date     Condition        Report By
 BA0368  HISTORY     - 1943     MONUMENTED       CGS
 BA0368  HISTORY     - 1958     GOOD             NGS
 BA0368
 BA0368                          STATION DESCRIPTION
 BA0368
 BA0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0368'14.00 MI SE FROM CASA PIEDRA.
 BA0368'ABOUT 2.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE
 BA0368'BUILDING AT CASA PIEDRA, THENCE ABOUT 0.95 MILE EAST ALONG A GRADED
 BA0368'DIRT ROAD, THENCE ABOUT 10.9 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.
 BA0368'25 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE EAST FROM
 BA0368'THE BASE OF A FLAT TOPPED MOUNTAIN, 2 FEET SOUTH OF A WHITE WOODEN
 BA0368'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0122 ***********************************************************************
 BB0122  DESIGNATION -  K 737
 BB0122  PID         -  BB0122
 BB0122  STATE/COUNTY-  TX/PRESIDIO
 BB0122  USGS QUAD   -  PLATA NE (1983)
 BB0122
 BB0122                         *CURRENT SURVEY CONTROL
 BB0122  ___________________________________________________________________
 BB0122* NAD 83(1986)-  29 57 15.     (N)    104 01 53.     (W)     SCALED    
 BB0122* NAVD 88     -      1222.312  (meters)    4010.20   (feet)  ADJUSTED  
 BB0122  ___________________________________________________________________
 BB0122  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 BB0122  DYNAMIC HT  -        1220.284 (meters)    4003.55  (feet)  COMP
 BB0122  MODELED GRAV-     978,940.8   (mgal)                       NAVD 88
 BB0122
 BB0122  VERT ORDER  -  SECOND    CLASS 0
 BB0122
 BB0122.The horizontal coordinates were scaled from a topographic map and have
 BB0122.an estimated accuracy of +/- 6 seconds.
 BB0122
 BB0122.The orthometric height was determined by differential leveling
 BB0122.and adjusted by the National Geodetic Survey in June 1991..
 BB0122
 BB0122.The geoid height was determined by GEOID03.
 BB0122
 BB0122.The dynamic height is computed by dividing the NAVD 88
 BB0122.geopotential number by the normal gravity value computed on the
 BB0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0122.degrees latitude (g = 980.6199 gals.).
 BB0122
 BB0122.The modeled gravity was interpolated from observed gravity values.
 BB0122
 BB0122;                    North         East    Units  Estimated Accuracy
 BB0122;SPC TXSC     - 4,245,490.      114,510.      MT  (+/- 180 meters Scaled)
 BB0122
 BB0122                          SUPERSEDED SURVEY CONTROL
 BB0122
 BB0122  NGVD 29 (??/??/92) 1221.89   (m)         4008.8    (f) COMPUTED    2 0
 BB0122
 BB0122.Superseded values are not recommended for survey control.
 BB0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0122.See file dsdata.txt to determine how the superseded data were derived.
 BB0122
 BB0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP934141(NAD 83)
 BB0122_MARKER: DB = BENCH MARK DISK
 BB0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0122_STAMPING: K 737 1943
 BB0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0122+STABILITY: SURFACE MOTION
 BB0122
 BB0122  HISTORY     - Date     Condition        Report By
 BB0122  HISTORY     - 1943     MONUMENTED       CGS
 BB0122
 BB0122                          STATION DESCRIPTION
 BB0122
 BB0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0122'6.9 MI NW FROM PLATA.
 BB0122'ABOUT 6.9 MILES NORTHWEST OF PLATA ALONG THE MARFA-LAJITAS ROAD, ABOUT
 BB0122'500 FEET NORTH OF A CONCRETE RETAINING WALL ON THE EAST SIDE OF THE
 BB0122'ROAD AT THE HEAD OF A GULCH, JUST SOUTH OF THE POINT WHERE THE ROAD
 BB0122'CUTS THROUGH AN EASTERN TOE OF A HIGH KNOLL ON THE WEST SIDE OF THE
 BB0122'ROAD, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTH OF
 BB0122'A WHITE REFERENCE POST AND IS A BENCH MARK DISK SET IN THE TOP OF A
 BB0122'CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0123 ***********************************************************************
 BB0123  DESIGNATION -  K 737 RESET 1950
 BB0123  PID         -  BB0123
 BB0123  STATE/COUNTY-  TX/PRESIDIO
 BB0123  USGS QUAD   -  PLATA NE (1983)
 BB0123
 BB0123                         *CURRENT SURVEY CONTROL
 BB0123  ___________________________________________________________________
 BB0123* NAD 83(1986)-  29 57 19.     (N)    104 01 53.     (W)     SCALED    
 BB0123* NAVD 88     -      1220.99   (meters)    4005.9    (feet)  RESET     
 BB0123  ___________________________________________________________________
 BB0123  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 BB0123
 BB0123  VERT ORDER  -  THIRD
 BB0123
 BB0123.The horizontal coordinates were scaled from a topographic map and have
 BB0123.an estimated accuracy of +/- 6 seconds.
 BB0123
 BB0123.The orthometric height was computed from unverified reset data.
 BB0123
 BB0123.The geoid height was determined by GEOID03.
 BB0123
 BB0123;                    North         East    Units  Estimated Accuracy
 BB0123;SPC TXSC     - 4,245,620.      114,510.      MT  (+/- 180 meters Scaled)
 BB0123
 BB0123                          SUPERSEDED SURVEY CONTROL
 BB0123
 BB0123.No superseded survey control is available for this station.
 BB0123
 BB0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP934142(NAD 83)
 BB0123_MARKER: DB = BENCH MARK DISK
 BB0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0123_STAMPING: K 737 RESET 1950
 BB0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0123+STABILITY: SURFACE MOTION
 BB0123
 BB0123  HISTORY     - Date     Condition        Report By
 BB0123  HISTORY     - 1950     MONUMENTED       TXHD
 BB0123  HISTORY     - 1958     GOOD             NGS
 BB0123
 BB0123                          STATION DESCRIPTION
 BB0123
 BB0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0123'6.5 MI N FROM PLATA.
 BB0123'ABOUT 6.5 MILES NORTH ALONG FARM ROAD 169 FROM THE RAILROAD SECTION
 BB0123'FOREMANS HOUSE AT PLATA, 59 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BB0123'ABOUT 0.15 MILE NORTH OF A TRACK ROAD LEADING WEST-NORTHWEST UP A
 BB0123'LARGE GULLY, ABOUT 0.1 MILE NORTH OF THE CENTER LINE OF A WATER
 BB0123'CROSSING, AT THE SOUTH END OF A CURVE, 9 FEET EAST OF A WOVEN WIRE
 BB0123'FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 BB0123'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 BB0123'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0324 ***********************************************************************
 BA0324  DESIGNATION -  K 738
 BA0324  PID         -  BA0324
 BA0324  STATE/COUNTY-  TX/PRESIDIO
 BA0324  USGS QUAD   -  PUERTO POTRILLO (1983)
 BA0324
 BA0324                         *CURRENT SURVEY CONTROL
 BA0324  ___________________________________________________________________
 BA0324* NAD 83(1986)-  29 49 26.     (N)    103 53 25.     (W)     SCALED    
 BA0324* NAVD 88     -      1213.636  (meters)    3981.74   (feet)  POSTED    
 BA0324  ___________________________________________________________________
 BA0324  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 BA0324  DYNAMIC HT  -        1211.630 (meters)    3975.16  (feet)  COMP
 BA0324  MODELED GRAV-     978,946.4   (mgal)                       NAVD 88
 BA0324
 BA0324  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0324
 BA0324.The horizontal coordinates were scaled from a topographic map and have
 BA0324.an estimated accuracy of +/- 6 seconds.
 BA0324
 BA0324.The orthometric height was determined by differential leveling
 BA0324.and adjusted by the National Geodetic Survey in 1992..
 BA0324.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0324.rate of 2.1 thru 3.0 mm/km.
 BA0324
 BA0324.The geoid height was determined by GEOID03.
 BA0324
 BA0324.The dynamic height is computed by dividing the NAVD 88
 BA0324.geopotential number by the normal gravity value computed on the
 BA0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0324.degrees latitude (g = 980.6199 gals.).
 BA0324
 BA0324.The modeled gravity was interpolated from observed gravity values.
 BA0324
 BA0324;                    North         East    Units  Estimated Accuracy
 BA0324;SPC TXSC     - 4,230,490.      127,510.      MT  (+/- 180 meters Scaled)
 BA0324
 BA0324                          SUPERSEDED SURVEY CONTROL
 BA0324
 BA0324  NGVD 29 (??/??/92) 1213.225  (m)         3980.39   (f) ADJ UNCH    2 0
 BA0324
 BA0324.Superseded values are not recommended for survey control.
 BA0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0324.See file dsdata.txt to determine how the superseded data were derived.
 BA0324
 BA0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN072997(NAD 83)
 BA0324_MARKER: DB = BENCH MARK DISK
 BA0324_SETTING: 80 = SET IN A BOULDER
 BA0324_SP_SET: BOULDER
 BA0324_STAMPING: K 738 1943
 BA0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0324+STABILITY: SURFACE MOTION
 BA0324
 BA0324  HISTORY     - Date     Condition        Report By
 BA0324  HISTORY     - 1943     MONUMENTED       CGS
 BA0324  HISTORY     - 1958     GOOD             NGS
 BA0324
 BA0324                          STATION DESCRIPTION
 BA0324
 BA0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0324'10.6 MI SE FROM PLATA.
 BA0324'ABOUT 3.25 MILES SOUTH ALON A GRADED DIRT ROAD FROM THE RAILROAD
 BA0324'SECTION FOREMANS HOUSE AT PLATA, THENCE ABOUT 7.35 MILES EAST ALONG A
 BA0324'PRIVATE TRACK ROAD LEADING TO THE C. L. HANCOCK RANCH.  IN THE TOP OF
 BA0324'A HORIZONTAL PROJECTION OF A BOULDER, 295 FEET NORTH OF THE CENTER
 BA0324'LINE OF THE ROAD, ABOUT 0.6 MILE WEST OF THE HANCOCK RANCH HOUSE,
 BA0324'ABOUT 0.6 MILE EAST OF A ROCKY PASS, ABOUT 0.35 MILE EAST OF A POWER
 BA0324'LINE CROSSING, 54 FEET WEST OF A POWER POLE, AND ABOUT 2 1/2 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0127 ***********************************************************************
 BB0127  DESIGNATION -  K 739
 BB0127  PID         -  BB0127
 BB0127  STATE/COUNTY-  TX/PRESIDIO
 BB0127  USGS QUAD   -  ARROYO MELADO (1980)
 BB0127
 BB0127                         *CURRENT SURVEY CONTROL
 BB0127  ___________________________________________________________________
 BB0127* NAD 83(1986)-  29 39 23.     (N)    104 29 32.     (W)     SCALED    
 BB0127* NAVD 88     -       798.900  (meters)    2621.06   (feet)  POSTED    
 BB0127  ___________________________________________________________________
 BB0127  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 BB0127  DYNAMIC HT  -         797.610 (meters)    2616.83  (feet)  COMP
 BB0127  MODELED GRAV-     978,996.8   (mgal)                       NAVD 88
 BB0127
 BB0127  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0127
 BB0127.The horizontal coordinates were scaled from a topographic map and have
 BB0127.an estimated accuracy of +/- 6 seconds.
 BB0127
 BB0127.The orthometric height was determined by differential leveling
 BB0127.and adjusted by the National Geodetic Survey in 1992..
 BB0127.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0127.rate of 1.1 thru 2.0 mm/km.
 BB0127
 BB0127.The geoid height was determined by GEOID03.
 BB0127
 BB0127.The dynamic height is computed by dividing the NAVD 88
 BB0127.geopotential number by the normal gravity value computed on the
 BB0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0127.degrees latitude (g = 980.6199 gals.).
 BB0127
 BB0127.The modeled gravity was interpolated from observed gravity values.
 BB0127
 BB0127;                    North         East    Units  Estimated Accuracy
 BB0127;SPC TXSC     - 4,214,530.       68,520.      MT  (+/- 180 meters Scaled)
 BB0127
 BB0127                          SUPERSEDED SURVEY CONTROL
 BB0127
 BB0127  NGVD 29 (??/??/92)  798.48   (m)         2619.7    (f) COMPUTED    2 0
 BB0127
 BB0127.Superseded values are not recommended for survey control.
 BB0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0127.See file dsdata.txt to determine how the superseded data were derived.
 BB0127
 BB0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN491808(NAD 83)
 BB0127_MARKER: DB = BENCH MARK DISK
 BB0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0127_STAMPING: K 739 1943
 BB0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0127+STABILITY: SURFACE MOTION
 BB0127
 BB0127  HISTORY     - Date     Condition        Report By
 BB0127  HISTORY     - 1943     MONUMENTED       CGS
 BB0127  HISTORY     - 1966     MARK NOT FOUND   NGS
 BB0127
 BB0127                          STATION DESCRIPTION
 BB0127
 BB0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0127'10.6 MI NW FROM PRESIDIO.
 BB0127'ABOUT 10.8 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE POST
 BB0127'OFFICE AT PRESIDIO, PRESIDIO COUNTY, 1.0 MILE SOUTHEAST OF OCHOA, 0.3
 BB0127'MILE SOUTHEAST OF A BRIDGE, SET BETWEEN TWO MESAS IN A DIP, 47.0 FEET
 BB0127'SOUTHWEST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 6 INCHES
 BB0127'ABOVE THE GROUND, 2.0 FEET NORTHEAST OF A WHITE REFERENCE POST.  A
 BB0127'BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 BB0127
 BB0127                          STATION RECOVERY (1966)
 BB0127
 BB0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BB0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0128 ***********************************************************************
 BB0128  DESIGNATION -  K 739 RESET 1951
 BB0128  PID         -  BB0128
 BB0128  STATE/COUNTY-  TX/PRESIDIO
 BB0128  USGS QUAD   -  ARROYO MELADO (1980)
 BB0128
 BB0128                         *CURRENT SURVEY CONTROL
 BB0128  ___________________________________________________________________
 BB0128* NAD 83(1986)-  29 39 16.     (N)    104 29 24.     (W)     SCALED    
 BB0128* NAVD 88     -      1223.07   (meters)    4012.7    (feet)  RESET     
 BB0128  ___________________________________________________________________
 BB0128  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 BB0128
 BB0128  VERT ORDER  -  THIRD
 BB0128
 BB0128.The horizontal coordinates were scaled from a topographic map and have
 BB0128.an estimated accuracy of +/- 6 seconds.
 BB0128
 BB0128.The orthometric height was computed from unverified reset data.
 BB0128
 BB0128.The geoid height was determined by GEOID03.
 BB0128
 BB0128;                    North         East    Units  Estimated Accuracy
 BB0128;SPC TXSC     - 4,214,300.       68,720.      MT  (+/- 180 meters Scaled)
 BB0128
 BB0128                          SUPERSEDED SURVEY CONTROL
 BB0128
 BB0128.No superseded survey control is available for this station.
 BB0128
 BB0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN493806(NAD 83)
 BB0128_MARKER: DB = BENCH MARK DISK
 BB0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0128_STAMPING: K 739 RESET 1951
 BB0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0128+STABILITY: SURFACE MOTION
 BB0128
 BB0128  HISTORY     - Date     Condition        Report By
 BB0128  HISTORY     - 1951     MONUMENTED       TXHD
 BB0128  HISTORY     - 1951     GOOD             NGS
 BB0128  HISTORY     - 1966     MARK NOT FOUND   NGS
 BB0128  HISTORY     - 20030420 GOOD             USPSQD
 BB0128
 BB0128                          STATION DESCRIPTION
 BB0128
 BB0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BB0128'10.6 MI NW FROM PRESIDIO.
 BB0128'10.6 MILES NORTHWEST ALONG FARM-TO MARKET HIGHWAY 170
 BB0128'(PRESIDIO-RUIDOSA ROAD) FROM THE POST OFFICE AT PRESIDIO, PRESIDIO
 BB0128'COUNTY, 1.0 MILE SOUTHEAST OF OCHOA, ON THE SLOPE OF A HILL, AND 95
 BB0128'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, A STANDARD DISK,
 BB0128'STAMPED K 739 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST
 BB0128'PROJECTING 4 INCHES ABOVE THE GROUND.
 BB0128
 BB0128                          STATION RECOVERY (1966)
 BB0128
 BB0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 BB0128'MARK NOT FOUND.
 BB0128
 BB0128                          STATION RECOVERY (2003)
 BB0128
 BB0128'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BB0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0376 ***********************************************************************
 CA0376  DESIGNATION -  K 74
 CA0376  PID         -  CA0376
 CA0376  STATE/COUNTY-  TX/COLEMAN
 CA0376  USGS QUAD   -  LAKE SAN TANA (1963)
 CA0376
 CA0376                         *CURRENT SURVEY CONTROL
 CA0376  ___________________________________________________________________
 CA0376* NAD 83(1986)-  31 46 06.     (N)    099 21 37.     (W)     SCALED    
 CA0376* NAVD 88     -       511.090  (meters)    1676.80   (feet)  ADJUSTED  
 CA0376  ___________________________________________________________________
 CA0376  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CA0376  DYNAMIC HT  -         510.416 (meters)    1674.59  (feet)  COMP
 CA0376  MODELED GRAV-     979,305.0   (mgal)                       NAVD 88
 CA0376
 CA0376  VERT ORDER  -  FIRST     CLASS II
 CA0376
 CA0376.The horizontal coordinates were scaled from a topographic map and have
 CA0376.an estimated accuracy of +/- 6 seconds.
 CA0376
 CA0376.The orthometric height was determined by differential leveling
 CA0376.and adjusted by the National Geodetic Survey in June 1991..
 CA0376.WARNING-Repeat measurements at this control monument indicate possible
 CA0376.vertical movement.
 CA0376
 CA0376.The geoid height was determined by GEOID03.
 CA0376
 CA0376.The dynamic height is computed by dividing the NAVD 88
 CA0376.geopotential number by the normal gravity value computed on the
 CA0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0376.degrees latitude (g = 980.6199 gals.).
 CA0376
 CA0376.The modeled gravity was interpolated from observed gravity values.
 CA0376
 CA0376;                    North         East    Units  Estimated Accuracy
 CA0376;SPC TX C     - 3,233,390.      792,170.      MT  (+/- 180 meters Scaled)
 CA0376
 CA0376                          SUPERSEDED SURVEY CONTROL
 CA0376
 CA0376  NGVD 29 (??/??/92)  510.980  (m)         1676.44   (f) ADJ UNCH    1 2
 CA0376
 CA0376.Superseded values are not recommended for survey control.
 CA0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0376.See file dsdata.txt to determine how the superseded data were derived.
 CA0376
 CA0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA658148(NAD 83)
 CA0376_MARKER: DB = BENCH MARK DISK
 CA0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0376_STAMPING: K 74 1934
 CA0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0376+STABILITY: SURFACE MOTION
 CA0376
 CA0376  HISTORY     - Date     Condition        Report By
 CA0376  HISTORY     - 1934     MONUMENTED       CGS
 CA0376  HISTORY     - 1974     GOOD             USGS
 CA0376  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0376
 CA0376                          STATION DESCRIPTION
 CA0376
 CA0376'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CA0376'8.9 MI SW FROM SKALKAHO PASS.
 CA0376'SKALKAHO PASS, 8.9 MI SW. OF ALONG STATE HWY. 38, AT A T-RD. SE.  63
 CA0376'FT NW OF CENTER OF BRIDGE OVER DALY CREEK, 24 FT NORTH OF CENTERLINE
 CA0376'ROAD, 66 FT EAST OF CENTERLINE HWY., 1 FT LOWER THAN T-RD.  IN
 CA0376'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.  STANDARD TABLET
 CA0376'STAMPED K 74 1934.
 CA0376
 CA0376                          STATION RECOVERY (1982)
 CA0376
 CA0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0376'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0074 ***********************************************************************
 BA0074  DESIGNATION -  K 740
 BA0074  PID         -  BA0074
 BA0074  STATE/COUNTY-  TX/BREWSTER
 BA0074  USGS QUAD   -  SANTIAGO PEAK (1983)
 BA0074
 BA0074                         *CURRENT SURVEY CONTROL
 BA0074  ___________________________________________________________________
 BA0074* NAD 83(1986)-  29 45 20.     (N)    103 23 46.     (W)     SCALED    
 BA0074* NAVD 88     -      1030.980  (meters)    3382.47   (feet)  ADJUSTED  
 BA0074  ___________________________________________________________________
 BA0074  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 BA0074  DYNAMIC HT  -        1029.319 (meters)    3377.02  (feet)  COMP
 BA0074  MODELED GRAV-     978,996.2   (mgal)                       NAVD 88
 BA0074
 BA0074  VERT ORDER  -  SECOND    CLASS 0
 BA0074
 BA0074.The horizontal coordinates were scaled from a topographic map and have
 BA0074.an estimated accuracy of +/- 6 seconds.
 BA0074
 BA0074.The orthometric height was determined by differential leveling
 BA0074.and adjusted by the National Geodetic Survey in June 1991..
 BA0074
 BA0074.The geoid height was determined by GEOID03.
 BA0074
 BA0074.The dynamic height is computed by dividing the NAVD 88
 BA0074.geopotential number by the normal gravity value computed on the
 BA0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0074.degrees latitude (g = 980.6199 gals.).
 BA0074
 BA0074.The modeled gravity was interpolated from observed gravity values.
 BA0074
 BA0074;                    North         East    Units  Estimated Accuracy
 BA0074;SPC TXSC     - 4,221,020.      174,950.      MT  (+/- 180 meters Scaled)
 BA0074
 BA0074                          SUPERSEDED SURVEY CONTROL
 BA0074
 BA0074  NGVD 29 (??/??/92) 1030.581  (m)         3381.16   (f) ADJ UNCH    2 0
 BA0074
 BA0074.Superseded values are not recommended for survey control.
 BA0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0074.See file dsdata.txt to determine how the superseded data were derived.
 BA0074
 BA0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN550927(NAD 83)
 BA0074_MARKER: DB = BENCH MARK DISK
 BA0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0074_STAMPING: K 740 1943
 BA0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0074+STABILITY: SURFACE MOTION
 BA0074
 BA0074  HISTORY     - Date     Condition        Report By
 BA0074  HISTORY     - 1943     MONUMENTED       CGS
 BA0074  HISTORY     - 1958     GOOD             NGS
 BA0074  HISTORY     - 1976     GOOD             USGS
 BA0074
 BA0074                          STATION DESCRIPTION
 BA0074
 BA0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0074'54.65 MI S FROM ALPINE.
 BA0074'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0074'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0074'118, THENCE ABOUT 10.6 MILE EAST ALONG A GRADED DIRT ROAD LEADING TO
 BA0074'THE A. M. POTTER RANCH, THENCE ABOUT 0.5 MILE EAST ACROSS A SMALL
 BA0074'VALLEY PASTURE TO A FENCE, THENCE ABOUT 0.9 MILE SOUTHEAST ALONG AN
 BA0074'OLD DIM TRACK ROAD WHICH FOLLOWS THE NORTH EDGE OF A NARROW VALLEY. 45
 BA0074'FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK ROAD, ABOUT 0.2 MILE
 BA0074'NORTHWEST OF TWO DIRT STOCK TANKS, 61 FEET SOUTHWEST OF THE FOOT OF A
 BA0074'SMALL ROCKY HILL, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN
 BA0074'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BA0074
 BA0074                          STATION RECOVERY (1976)
 BA0074
 BA0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0074'ABOUT 0.4 MI. EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BA0074'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0074'118, THENCE ABOUT 10.6 MI. SOUTHEAST ALONG A GRADED DIRT ROAD TO THE
 BA0074'A. M. POTTER RANCH, THENCE ABOUT 0.35 MI. NORTHEAST AND 0.4 MI.
 BA0074'SOUTHEAST ALONG A TRACK ROAD TO A ROAD FORKS, TAKING RIGHT FORK
 BA0074'CONTINUE SOUTHEAST FOR APPROXIMATELY 1.0 MI. TO THE SOUTH SIDE OF A
 BA0074'SMALL ROCKY HILL. ABOUT 0.2 MI. NORTHWEST OF A DIRT STOCK TANK, 61
 BA0074'FEET SOUTHWEST OF THE FOOT OF THE HILL, 45 FEET SOUTHWEST OF THE
 BA0074'CENTERLINE OF THE ROAD, A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0098 ***********************************************************************
 BA0098  DESIGNATION -  K 741
 BA0098  PID         -  BA0098
 BA0098  STATE/COUNTY-  TX/BREWSTER
 BA0098  USGS QUAD   -  MARAVILLAS GAP (1983)
 BA0098
 BA0098                         *CURRENT SURVEY CONTROL
 BA0098  ___________________________________________________________________
 BA0098* NAD 83(1986)-  29 54 56.     (N)    103 15 44.     (W)     SCALED    
 BA0098* NAVD 88     -      1004.436  (meters)    3295.39   (feet)  ADJUSTED  
 BA0098  ___________________________________________________________________
 BA0098  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 BA0098  DYNAMIC HT  -        1002.828 (meters)    3290.11  (feet)  COMP
 BA0098  MODELED GRAV-     979,006.9   (mgal)                       NAVD 88
 BA0098
 BA0098  VERT ORDER  -  SECOND    CLASS 0
 BA0098
 BA0098.The horizontal coordinates were scaled from a topographic map and have
 BA0098.an estimated accuracy of +/- 6 seconds.
 BA0098
 BA0098.The orthometric height was determined by differential leveling
 BA0098.and adjusted by the National Geodetic Survey in June 1991..
 BA0098
 BA0098.The geoid height was determined by GEOID03.
 BA0098
 BA0098.The dynamic height is computed by dividing the NAVD 88
 BA0098.geopotential number by the normal gravity value computed on the
 BA0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0098.degrees latitude (g = 980.6199 gals.).
 BA0098
 BA0098.The modeled gravity was interpolated from observed gravity values.
 BA0098
 BA0098;                    North         East    Units  Estimated Accuracy
 BA0098;SPC TXSC     - 4,238,270.      188,530.      MT  (+/- 180 meters Scaled)
 BA0098
 BA0098                          SUPERSEDED SURVEY CONTROL
 BA0098
 BA0098  NGVD 29 (??/??/92) 1004.073  (m)         3294.20   (f) ADJ UNCH    2 0
 BA0098
 BA0098.Superseded values are not recommended for survey control.
 BA0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0098.See file dsdata.txt to determine how the superseded data were derived.
 BA0098
 BA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP677106(NAD 83)
 BA0098_MARKER: DB = BENCH MARK DISK
 BA0098_SETTING: 66 = SET IN ROCK OUTCROP
 BA0098_SP_SET: ROCK OUTCROP
 BA0098_STAMPING: K 741 1943
 BA0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0098+STABILITY: POSITION/ELEVATION WELL
 BA0098
 BA0098  HISTORY     - Date     Condition        Report By
 BA0098  HISTORY     - 1943     MONUMENTED       CGS
 BA0098  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0098  HISTORY     - 1976     MARK NOT FOUND   USGS
 BA0098  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0098
 BA0098                          STATION DESCRIPTION
 BA0098
 BA0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0098'14.4 MI NW FROM TWIN MILLS.
 BA0098'THIS MARK IS ABOUT 14.4 MILES NORTHWEST ALONG STATE HIGHWAY 227 FROM
 BA0098'THE TWIN MILLS STORE AT TWIN MILLS, BREWSTER COUNTY, ABOUT 1.05 MILES
 BA0098'SOUTH OF A CATTLE GUARD, 74.8 FEET EAST OF THE CENTER LINE OF THE
 BA0098'HIGHWAY, 58 FEET WEST OF A DAGGER BUSH, SET IN THE TOP OF A FLINT ROCK
 BA0098'OUTCROP AND SURROUNDED BY A CIRCLE OF ROCKS, ABOUT 4.5 FEET HIGHER
 BA0098'THAN THE HIGHWAY.
 BA0098
 BA0098                          STATION RECOVERY (1958)
 BA0098
 BA0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0098'MARK NOT FOUND.
 BA0098
 BA0098                          STATION RECOVERY (1976)
 BA0098
 BA0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0098'MARK NOT FOUND.
 BA0098
 BA0098                          STATION RECOVERY (2001)
 BA0098
 BA0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0098'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0162 ***********************************************************************
 BA0162  DESIGNATION -  K 742
 BA0162  PID         -  BA0162
 BA0162  STATE/COUNTY-  TX/BREWSTER
 BA0162  USGS QUAD   -  SAN VICENTE (1971)
 BA0162
 BA0162                         *CURRENT SURVEY CONTROL
 BA0162  ___________________________________________________________________
 BA0162* NAD 83(1986)-  29 11 14.     (N)    103 00 56.     (W)     SCALED    
 BA0162* NAVD 88     -       599.855  (meters)    1968.02   (feet)  ADJUSTED  
 BA0162  ___________________________________________________________________
 BA0162  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0162  DYNAMIC HT  -         598.909 (meters)    1964.92  (feet)  COMP
 BA0162  MODELED GRAV-     979,048.5   (mgal)                       NAVD 88
 BA0162
 BA0162  VERT ORDER  -  FIRST     CLASS II
 BA0162
 BA0162.The horizontal coordinates were scaled from a topographic map and have
 BA0162.an estimated accuracy of +/- 6 seconds.
 BA0162
 BA0162.The orthometric height was determined by differential leveling
 BA0162.and adjusted by the National Geodetic Survey in June 1991..
 BA0162
 BA0162.The geoid height was determined by GEOID03.
 BA0162
 BA0162.The dynamic height is computed by dividing the NAVD 88
 BA0162.geopotential number by the normal gravity value computed on the
 BA0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0162.degrees latitude (g = 980.6199 gals.).
 BA0162
 BA0162.The modeled gravity was interpolated from observed gravity values.
 BA0162
 BA0162;                    North         East    Units  Estimated Accuracy
 BA0162;SPC TXSC     - 4,156,750.      209,570.      MT  (+/- 180 meters Scaled)
 BA0162
 BA0162                          SUPERSEDED SURVEY CONTROL
 BA0162
 BA0162  NGVD 29 (??/??/92)  599.513  (m)         1966.90   (f) ADJ UNCH    1 2
 BA0162
 BA0162.Superseded values are not recommended for survey control.
 BA0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0162.See file dsdata.txt to determine how the superseded data were derived.
 BA0162
 BA0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN929303(NAD 83)
 BA0162_MARKER: DB = BENCH MARK DISK
 BA0162_SETTING: 66 = SET IN ROCK OUTCROP
 BA0162_SP_SET: ROCK OUTCROP
 BA0162_STAMPING: K 742 1943
 BA0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0162+STABILITY: POSITION/ELEVATION WELL
 BA0162
 BA0162  HISTORY     - Date     Condition        Report By
 BA0162  HISTORY     - 1943     MONUMENTED       CGS
 BA0162  HISTORY     - 1967     GOOD             NGS
 BA0162  HISTORY     - 20030423 GOOD             USPSQD
 BA0162
 BA0162                          STATION DESCRIPTION
 BA0162
 BA0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0162'15.5 MI S FROM PARK HEADQUARTERS.
 BA0162'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0162'BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 0.25
 BA0162'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 200 FEET WEST OF THE
 BA0162'CENTERLINE OF THE ROAD, IN THE TOP OF A SANDSTONE ROCK OUTCROP FLUSH
 BA0162'WITH THE GROUND, 6 FEET WEST OF THE EAST END OF A CLIFF, 10 FEET NORTH
 BA0162'OF A STONE WITNESS POST, AND ABOUT 150 FEET ABOVE THE LEVEL OF THE
 BA0162'ROAD.
 BA0162
 BA0162                          STATION RECOVERY (2003)
 BA0162
 BA0162'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0085 ***********************************************************************
 BB0085  DESIGNATION -  K 744
 BB0085  PID         -  BB0085
 BB0085  STATE/COUNTY-  TX/PRESIDIO
 BB0085  USGS QUAD   -  MANZANILLO CANYON (1983)
 BB0085
 BB0085                         *CURRENT SURVEY CONTROL
 BB0085  ___________________________________________________________________
 BB0085* NAD 83(1986)-  29 30 23.     (N)    104 06 47.     (W)     SCALED    
 BB0085* NAVD 88     -      1084.260  (meters)    3557.28   (feet)  ADJUSTED  
 BB0085  ___________________________________________________________________
 BB0085  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 BB0085  DYNAMIC HT  -        1082.460 (meters)    3551.37  (feet)  COMP
 BB0085  MODELED GRAV-     978,945.4   (mgal)                       NAVD 88
 BB0085
 BB0085  VERT ORDER  -  FIRST     CLASS II
 BB0085
 BB0085.The horizontal coordinates were scaled from a topographic map and have
 BB0085.an estimated accuracy of +/- 6 seconds.
 BB0085
 BB0085.The orthometric height was determined by differential leveling
 BB0085.and adjusted by the National Geodetic Survey in June 1991..
 BB0085
 BB0085.The geoid height was determined by GEOID03.
 BB0085
 BB0085.The dynamic height is computed by dividing the NAVD 88
 BB0085.geopotential number by the normal gravity value computed on the
 BB0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0085.degrees latitude (g = 980.6199 gals.).
 BB0085
 BB0085.The modeled gravity was interpolated from observed gravity values.
 BB0085
 BB0085;                    North         East    Units  Estimated Accuracy
 BB0085;SPC TXSC     - 4,196,250.      104,460.      MT  (+/- 180 meters Scaled)
 BB0085
 BB0085                          SUPERSEDED SURVEY CONTROL
 BB0085
 BB0085  NGVD 29 (??/??/92) 1083.917  (m)         3556.15   (f) ADJ UNCH    1 2
 BB0085
 BB0085.Superseded values are not recommended for survey control.
 BB0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0085.See file dsdata.txt to determine how the superseded data were derived.
 BB0085
 BB0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN859644(NAD 83)
 BB0085_MARKER: DB = BENCH MARK DISK
 BB0085_SETTING: 66 = SET IN ROCK OUTCROP
 BB0085_SP_SET: SANDSTONE OUTCROP
 BB0085_STAMPING: K-744 1943
 BB0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0085+STABILITY: POSITION/ELEVATION WELL
 BB0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BB0085+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2002
 BB0085
 BB0085  HISTORY     - Date     Condition        Report By
 BB0085  HISTORY     - 1943     MONUMENTED       CGS
 BB0085  HISTORY     - 1971     GOOD             USGS
 BB0085  HISTORY     - 20020205 GOOD             USPSQD
 BB0085
 BB0085                          STATION DESCRIPTION
 BB0085
 BB0085'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BB0085'6.5 MI SE FROM BOTILLA RANCH HDQTRS.
 BB0085'0.5 MILE NORTHWEST OF A CATTLEGUARD, AT THE CREST OF A RIDGE AT THE
 BB0085'POINT WHERE THE ROAD PARALLELS A NORTH-AND-SOUTH WIRE FENCE, 50 FEET
 BB0085'EAST OF THE TRAIL, 26 FEET EAST OF THE FENCE, IN A SANDSTONE OUTCROP,
 BB0085'AND 3 FEET WEST OF A PILE OF ROCKS.  A DISK, STAMPED K 744 1943.
 BB0085
 BB0085                          STATION RECOVERY (2002)
 BB0085
 BB0085'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BB0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0056 ***********************************************************************
 BA0056  DESIGNATION -  K 745
 BA0056  PID         -  BA0056
 BA0056  STATE/COUNTY-  TX/BREWSTER
 BA0056  USGS QUAD   -  SOSA PEAK (1983)
 BA0056
 BA0056                         *CURRENT SURVEY CONTROL
 BA0056  ___________________________________________________________________
 BA0056* NAD 83(1986)-  29 46 17.     (N)    103 07 36.     (W)     SCALED    
 BA0056* NAVD 88     -       867.051  (meters)    2844.65   (feet)  ADJUSTED  
 BA0056  ___________________________________________________________________
 BA0056  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 BA0056  DYNAMIC HT  -         865.676 (meters)    2840.14  (feet)  COMP
 BA0056  MODELED GRAV-     979,028.3   (mgal)                       NAVD 88
 BA0056
 BA0056  VERT ORDER  -  FIRST     CLASS II
 BA0056
 BA0056.The horizontal coordinates were scaled from a topographic map and have
 BA0056.an estimated accuracy of +/- 6 seconds.
 BA0056
 BA0056.The orthometric height was determined by differential leveling
 BA0056.and adjusted by the National Geodetic Survey in June 1991..
 BA0056
 BA0056.The geoid height was determined by GEOID03.
 BA0056
 BA0056.The dynamic height is computed by dividing the NAVD 88
 BA0056.geopotential number by the normal gravity value computed on the
 BA0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0056.degrees latitude (g = 980.6199 gals.).
 BA0056
 BA0056.The modeled gravity was interpolated from observed gravity values.
 BA0056
 BA0056;                    North         East    Units  Estimated Accuracy
 BA0056;SPC TXSC     - 4,221,830.      201,050.      MT  (+/- 180 meters Scaled)
 BA0056
 BA0056                          SUPERSEDED SURVEY CONTROL
 BA0056
 BA0056  NGVD 29 (??/??/92)  866.712  (m)         2843.54   (f) ADJ UNCH    1 2
 BA0056
 BA0056.Superseded values are not recommended for survey control.
 BA0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0056.See file dsdata.txt to determine how the superseded data were derived.
 BA0056
 BA0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN811949(NAD 83)
 BA0056_MARKER: DB = BENCH MARK DISK
 BA0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0056_STAMPING: K 745 1943
 BA0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0056+STABILITY: SURFACE MOTION
 BA0056
 BA0056  HISTORY     - Date     Condition        Report By
 BA0056  HISTORY     - 1943     MONUMENTED       CGS
 BA0056  HISTORY     - 1966     GOOD             NGS
 BA0056  HISTORY     - 1976     GOOD             USGS
 BA0056  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0056
 BA0056                          STATION DESCRIPTION
 BA0056
 BA0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0056'8.6 MI NE FROM PERSIMMON GAP.
 BA0056'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0056'PERSIMMON GAP, THENCE 2.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 36
 BA0056'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 0.1 MILE NORTHEAST OF A
 BA0056'DRAW, 0.2 MILE NORTHEAST OFF A CURVE, 1 1/2 FEET NORTHEAST OF A WHITE
 BA0056'WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE
 BA0056'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BA0056
 BA0056                          STATION RECOVERY (1976)
 BA0056
 BA0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0056'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH THE MARK FROM THE
 BA0056'INTERSECTION OF U.S. HIGHWAY 385 AND TEXAS FARM ROAD 2627, ABOUT 40
 BA0056'MILES SOUTH OF MARATHON, GO NORTH ON U.S. HIGHWAY 385 FOR 4.6 MILES
 BA0056'TO A GRAVEL SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHEAST, THEN EAST,
 BA0056'ON THE GRAVEL ROAD FOR 1.3 MILES TO A CATTLE GUARD IN A NORTH-SOUTH
 BA0056'FENCE. CROSS THE CATTLE GUARD AND TURN LEFT AND GO NORTH ON A TRACK
 BA0056'ROAD ALONG THE EAST SIDE OF THE FENCE FOR 0.3 MILE TO AN INTERSECTION
 BA0056'WITH A TRACK ROAD. TURN RIGHT AND GO EAST, THEN NORTHEAST ON THE
 BA0056'TRACK ROAD FOR 1.0 MILE TO THE MARK ON THE RIGHT. THE MARK IS ABOUT
 BA0056'0.2 MILE NORTHEAST OF A CURVE IN THE ROAD, 38 FEET SOUTHEAST OF THE
 BA0056'CENTERLINE OF THE ROAD AND AT ABOUT THE SAME ELEVATION AS THE
 BA0056'CENTERLINE. IT IS A STANDARD DISK SET IN THE TOP OF A SIX INCH SQUARE
 BA0056'CONCRETE POST, PROJECTING 6 INCHES, STAMPED K 745 1943.
 BA0056
 BA0056                          STATION RECOVERY (2001)
 BA0056
 BA0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0056'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0137 ***********************************************************************
 BA0137  DESIGNATION -  K 746
 BA0137  PID         -  BA0137
 BA0137  STATE/COUNTY-  TX/BREWSTER
 BA0137  USGS QUAD   -  MARISCAL MOUNTAIN (1971)
 BA0137
 BA0137                         *CURRENT SURVEY CONTROL
 BA0137  ___________________________________________________________________
 BA0137* NAD 83(1986)-  29 02 55.     (N)    103 13 35.     (W)     SCALED    
 BA0137* NAVD 88     -       657.644  (meters)    2157.62   (feet)  ADJUSTED  
 BA0137  ___________________________________________________________________
 BA0137  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 BA0137  DYNAMIC HT  -         656.594 (meters)    2154.18  (feet)  COMP
 BA0137  MODELED GRAV-     979,025.3   (mgal)                       NAVD 88
 BA0137
 BA0137  VERT ORDER  -  FIRST     CLASS II
 BA0137
 BA0137.The horizontal coordinates were scaled from a topographic map and have
 BA0137.an estimated accuracy of +/- 6 seconds.
 BA0137
 BA0137.The orthometric height was determined by differential leveling
 BA0137.and adjusted by the National Geodetic Survey in June 1991..
 BA0137
 BA0137.The geoid height was determined by GEOID03.
 BA0137
 BA0137.The dynamic height is computed by dividing the NAVD 88
 BA0137.geopotential number by the normal gravity value computed on the
 BA0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0137.degrees latitude (g = 980.6199 gals.).
 BA0137
 BA0137.The modeled gravity was interpolated from observed gravity values.
 BA0137
 BA0137;                    North         East    Units  Estimated Accuracy
 BA0137;SPC TXSC     - 4,142,120.      188,520.      MT  (+/- 180 meters Scaled)
 BA0137
 BA0137                          SUPERSEDED SURVEY CONTROL
 BA0137
 BA0137  NGVD 29 (??/??/92)  657.277  (m)         2156.42   (f) ADJ UNCH    1 2
 BA0137
 BA0137.Superseded values are not recommended for survey control.
 BA0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0137.See file dsdata.txt to determine how the superseded data were derived.
 BA0137
 BA0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN726146(NAD 83)
 BA0137_MARKER: DB = BENCH MARK DISK
 BA0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0137_STAMPING: K 746 1943
 BA0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0137+STABILITY: SURFACE MOTION
 BA0137
 BA0137  HISTORY     - Date     Condition        Report By
 BA0137  HISTORY     - 1943     MONUMENTED       CGS
 BA0137  HISTORY     - 1967     GOOD             NGS
 BA0137
 BA0137                          STATION DESCRIPTION
 BA0137
 BA0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0137'26.5 MI SE FROM CASTOLON.
 BA0137'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0137'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0137'9.2 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 43 FEET SOUTHEAST OF THE
 BA0137'CENTERLINE OF THE ROAD, 0.1 MILES SOUTHWEST OF A DRAW, 2 FEET
 BA0137'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 BA0137'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0041 ***********************************************************************
 BA0041  DESIGNATION -  K 747
 BA0041  PID         -  BA0041
 BA0041  STATE/COUNTY-  TX/BREWSTER
 BA0041  USGS QUAD   -  PERSIMMON GAP (1971)
 BA0041
 BA0041                         *CURRENT SURVEY CONTROL
 BA0041  ___________________________________________________________________
 BA0041* NAD 83(1986)-  29 38 15.     (N)    103 09 34.     (W)     SCALED    
 BA0041* NAVD 88     -       816.562  (meters)    2679.00   (feet)  ADJUSTED  
 BA0041  ___________________________________________________________________
 BA0041  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BA0041  DYNAMIC HT  -         815.268 (meters)    2674.76  (feet)  COMP
 BA0041  MODELED GRAV-     979,030.9   (mgal)                       NAVD 88
 BA0041
 BA0041  VERT ORDER  -  FIRST     CLASS II
 BA0041
 BA0041.The horizontal coordinates were scaled from a topographic map and have
 BA0041.an estimated accuracy of +/- 6 seconds.
 BA0041
 BA0041.The orthometric height was determined by differential leveling
 BA0041.and adjusted by the National Geodetic Survey in June 1991..
 BA0041
 BA0041.The geoid height was determined by GEOID03.
 BA0041
 BA0041.The dynamic height is computed by dividing the NAVD 88
 BA0041.geopotential number by the normal gravity value computed on the
 BA0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0041.degrees latitude (g = 980.6199 gals.).
 BA0041
 BA0041.The modeled gravity was interpolated from observed gravity values.
 BA0041
 BA0041;                    North         East    Units  Estimated Accuracy
 BA0041;SPC TXSC     - 4,207,110.      197,360.      MT  (+/- 180 meters Scaled)
 BA0041
 BA0041                          SUPERSEDED SURVEY CONTROL
 BA0041
 BA0041  NGVD 29 (??/??/92)  816.217  (m)         2677.87   (f) ADJ UNCH    1 2
 BA0041
 BA0041.Superseded values are not recommended for survey control.
 BA0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0041.See file dsdata.txt to determine how the superseded data were derived.
 BA0041
 BA0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN781800(NAD 83)
 BA0041_MARKER: DB = BENCH MARK DISK
 BA0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0041_STAMPING: K 747 1943
 BA0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0041+STABILITY: SURFACE MOTION
 BA0041
 BA0041  HISTORY     - Date     Condition        Report By
 BA0041  HISTORY     - 1943     MONUMENTED       CGS
 BA0041  HISTORY     - 1967     GOOD             NGS
 BA0041  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0041
 BA0041                          STATION DESCRIPTION
 BA0041
 BA0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0041'2.3 MI S FROM PERSIMMON GAP.
 BA0041'ABOUT 2.3 MILES SOUTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0041'PERSIMMON GAP, 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT THE
 BA0041'EAST END OF A CURVE, SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A SMALL
 BA0041'PROMINENT HILL, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 BA0041'BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 BA0041'PROJECTING 4 INCHES.
 BA0041
 BA0041                          STATION RECOVERY (2001)
 BA0041
 BA0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0041'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0009 ***********************************************************************
 BA0009  DESIGNATION -  K 748
 BA0009  PID         -  BA0009
 BA0009  STATE/COUNTY-  TX/BREWSTER
 BA0009  USGS QUAD   -  DOVE MOUNTAIN (1983)
 BA0009
 BA0009                         *CURRENT SURVEY CONTROL
 BA0009  ___________________________________________________________________
 BA0009* NAD 83(1986)-  29 49 48.     (N)    102 52 28.     (W)     SCALED    
 BA0009* NAVD 88     -       875.866  (meters)    2873.57   (feet)  ADJUSTED  
 BA0009  ___________________________________________________________________
 BA0009  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BA0009  DYNAMIC HT  -         874.493 (meters)    2869.07  (feet)  COMP
 BA0009  MODELED GRAV-     979,045.5   (mgal)                       NAVD 88
 BA0009
 BA0009  VERT ORDER  -  FIRST     CLASS II
 BA0009
 BA0009.The horizontal coordinates were scaled from a topographic map and have
 BA0009.an estimated accuracy of +/- 6 seconds.
 BA0009
 BA0009.The orthometric height was determined by differential leveling
 BA0009.and adjusted by the National Geodetic Survey in June 1991..
 BA0009
 BA0009.The geoid height was determined by GEOID03.
 BA0009
 BA0009.The dynamic height is computed by dividing the NAVD 88
 BA0009.geopotential number by the normal gravity value computed on the
 BA0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0009.degrees latitude (g = 980.6199 gals.).
 BA0009
 BA0009.The modeled gravity was interpolated from observed gravity values.
 BA0009
 BA0009;                    North         East    Units  Estimated Accuracy
 BA0009;SPC TXSC     - 4,227,490.      225,640.      MT  (+/- 180 meters Scaled)
 BA0009
 BA0009                          SUPERSEDED SURVEY CONTROL
 BA0009
 BA0009  NGVD 29 (??/??/92)  875.550  (m)         2872.53   (f) ADJ UNCH    1 2
 BA0009
 BA0009.Superseded values are not recommended for survey control.
 BA0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0009.See file dsdata.txt to determine how the superseded data were derived.
 BA0009
 BA0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP053018(NAD 83)
 BA0009_MARKER: DB = BENCH MARK DISK
 BA0009_SETTING: 66 = SET IN ROCK OUTCROP
 BA0009_SP_SET: ROCK LEDGE
 BA0009_STAMPING: K 748 1943
 BA0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0009+STABILITY: POSITION/ELEVATION WELL
 BA0009
 BA0009  HISTORY     - Date     Condition        Report By
 BA0009  HISTORY     - 1943     MONUMENTED       CGS
 BA0009  HISTORY     - 1966     GOOD             NGS
 BA0009  HISTORY     - 1976     GOOD             USGS
 BA0009
 BA0009                          STATION DESCRIPTION
 BA0009
 BA0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0009'24.65 MI NE FROM PERSIMMON GAP.
 BA0009'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0009'PERSIMMON GAP, THENCE 12.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0009'THENCE 5.1 MILES NORTHEAST ALONG THE OLD ROAD GRADE, THENCE 1.1 MILES
 BA0009'EAST ALONG THE OLD ROAD, IN THE TOP OF A FLAT LIMESTONE ROCK LEDGE
 BA0009'PROJECTING 1 FOOT, 340 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 BA0009'0.1 MILES SOUTH OF A WOODEN GATE, 121 YARDS SOUTHEAST OF A FENCE, 100
 BA0009'FEET NORTHEAST OF A LARGE ROCK WITH USBM PAINTED IN WHITE, ON THE
 BA0009'NORTHEAST SIDE OF A MESA, AND 6 FEET ABOVE THE LEVEL OF THE ROAD.
 BA0009
 BA0009                          STATION RECOVERY (1976)
 BA0009
 BA0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0009'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0009'OF THE AIR STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS GO EAST ON
 BA0009'THE COUNTY ROAD FOR 2.9 MILES TO A DIRT SIDE ROAD LEFT. TURN LEFT AND
 BA0009'GO NORTH FOR 1.6 MILES AND THE MARK ON THE LEFT. IT IS ABOUT 0.1 MILE
 BA0009'SOUTH OF AN EAST-WEST FENCE AND WATER TANK, 116 FEET SOUTHWEST OF THE
 BA0009'ROAD, 150 FEET NORTHWEST OF AN INTERSECTION OF THE DIRT ROAD AND A
 BA0009'TRACK ROAD TO THE SOUTH AND TEN FEET HIGHER THAN THE INTERSECTION. IT
 BA0009'IS A STANDARD DISK SET IN A DRILL HOLE IN A LIMESTONE LEDGE ON THE
 BA0009'EAST SIDE OF THE MESA OF YELLOW HOUSE PEAK, PROJECTING ABOUT ONE
 BA0009'FOOT, STAMPED K 748 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0194 ***********************************************************************
 BA0194  DESIGNATION -  K 749
 BA0194  PID         -  BA0194
 BA0194  STATE/COUNTY-  TX/PRESIDIO
 BA0194  USGS QUAD   -  THE SOLITARIO (1971)
 BA0194
 BA0194                         *CURRENT SURVEY CONTROL
 BA0194  ___________________________________________________________________
 BA0194* NAD 83(1986)-  29 27 02.     (N)    103 51 58.     (W)     SCALED    
 BA0194* NAVD 88     -      1125.532  (meters)    3692.68   (feet)  POSTED    
 BA0194  ___________________________________________________________________
 BA0194  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 BA0194  DYNAMIC HT  -        1123.660 (meters)    3686.54  (feet)  COMP
 BA0194  MODELED GRAV-     978,944.4   (mgal)                       NAVD 88
 BA0194
 BA0194  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BA0194
 BA0194.The horizontal coordinates were scaled from a topographic map and have
 BA0194.an estimated accuracy of +/- 6 seconds.
 BA0194
 BA0194.The orthometric height was determined by differential leveling
 BA0194.and adjusted by the National Geodetic Survey in 1992..
 BA0194.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BA0194.rate of 4.1 thru 8.0 mm/km.
 BA0194
 BA0194.The geoid height was determined by GEOID03.
 BA0194
 BA0194.The dynamic height is computed by dividing the NAVD 88
 BA0194.geopotential number by the normal gravity value computed on the
 BA0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0194.degrees latitude (g = 980.6199 gals.).
 BA0194
 BA0194.The modeled gravity was interpolated from observed gravity values.
 BA0194
 BA0194;                    North         East    Units  Estimated Accuracy
 BA0194;SPC TXSC     - 4,189,050.      128,120.      MT  (+/- 180 meters Scaled)
 BA0194
 BA0194                          SUPERSEDED SURVEY CONTROL
 BA0194
 BA0194  NGVD 29 (??/??/92) 1125.175  (m)         3691.51   (f) ADJ UNCH    1 2
 BA0194
 BA0194.Superseded values are not recommended for survey control.
 BA0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0194.See file dsdata.txt to determine how the superseded data were derived.
 BA0194
 BA0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN099584(NAD 83)
 BA0194_MARKER: DB = BENCH MARK DISK
 BA0194_SETTING: 66 = SET IN ROCK OUTCROP
 BA0194_SP_SET: LIMESTONE ROCK
 BA0194_STAMPING: K 749 1943
 BA0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0194+STABILITY: POSITION/ELEVATION WELL
 BA0194
 BA0194  HISTORY     - Date     Condition        Report By
 BA0194  HISTORY     - 1943     MONUMENTED       CGS
 BA0194  HISTORY     - 1958     GOOD             NGS
 BA0194
 BA0194                          STATION DESCRIPTION
 BA0194
 BA0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0194'12.65 MI SE FROM FOWLKES BROS RANCH.
 BA0194'ABOUT 7.5 MILES NORTHEAST ALONG A BLADED WINDING ROAD FROM THE FOWLKES
 BA0194'BROS. RANCH HOUSE, THENCE 5.15 MILES SOUTHEAST ALONG AN ABANDONED
 BA0194'TRACK ROAD, IN THE TOP OF A LARGE FLAT LIMESTONE ROCK IN THE NORTHEAST
 BA0194'SIDE OF FRESNO CREEK BED, 41 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BA0194'ROAD, ABOUT 0.1 MILE NORTHWEST OF THE CROSSING OF THE CREEK, 21 FEET
 BA0194'SOUTHWEST OF THE NORTHEAST BANK OF THE CREEK, 5 FEET NORTHWEST OF THE
 BA0194'SOUTHEAST END OF THE ROCK, AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 BA0194'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0510 ***********************************************************************
 CA0510  DESIGNATION -  K 75
 CA0510  PID         -  CA0510
 CA0510  STATE/COUNTY-  TX/MCCULLOCH
 CA0510  USGS QUAD   -  MERCURY (1987)
 CA0510
 CA0510                         *CURRENT SURVEY CONTROL
 CA0510  ___________________________________________________________________
 CA0510* NAD 83(1986)-  31 22 51.     (N)    099 10 11.     (W)     SCALED    
 CA0510* NAVD 88     -       458.776  (meters)    1505.17   (feet)  POSTED    
 CA0510  ___________________________________________________________________
 CA0510  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CA0510  DYNAMIC HT  -         458.170 (meters)    1503.18  (feet)  COMP
 CA0510  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 CA0510
 CA0510  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0510
 CA0510.The horizontal coordinates were scaled from a topographic map and have
 CA0510.an estimated accuracy of +/- 6 seconds.
 CA0510
 CA0510.The orthometric height was determined by differential leveling
 CA0510.and adjusted by the National Geodetic Survey in 1992..
 CA0510.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0510.rate of 0.0 thru 1.0 mm/km.
 CA0510
 CA0510.The geoid height was determined by GEOID03.
 CA0510
 CA0510.The dynamic height is computed by dividing the NAVD 88
 CA0510.geopotential number by the normal gravity value computed on the
 CA0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0510.degrees latitude (g = 980.6199 gals.).
 CA0510
 CA0510.The modeled gravity was interpolated from observed gravity values.
 CA0510
 CA0510;                    North         East    Units  Estimated Accuracy
 CA0510;SPC TX C     - 3,190,610.      810,670.      MT  (+/- 180 meters Scaled)
 CA0510
 CA0510                          SUPERSEDED SURVEY CONTROL
 CA0510
 CA0510  NGVD 29 (??/??/92)  458.660  (m)         1504.79   (f) ADJ UNCH    1 2
 CA0510
 CA0510.Superseded values are not recommended for survey control.
 CA0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0510.See file dsdata.txt to determine how the superseded data were derived.
 CA0510
 CA0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV838718(NAD 83)
 CA0510_MARKER: DB = BENCH MARK DISK
 CA0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0510_STAMPING: 1504.787 K 75 1931
 CA0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0510+STABILITY: SURFACE MOTION
 CA0510
 CA0510  HISTORY     - Date     Condition        Report By
 CA0510  HISTORY     - 1931     MONUMENTED       CGS
 CA0510  HISTORY     - 1975     MARK NOT FOUND   USGS
 CA0510  HISTORY     - 1982     MARK NOT FOUND   NGS
 CA0510
 CA0510                          STATION DESCRIPTION
 CA0510
 CA0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0510'2.3 MI S FROM MERCURY.
 CA0510'2.3 MILES SOUTH ALONG THE OLD FORT WORTH AND RIO GRANDE RAILWAY (NOW
 CA0510'PART OF THE GULF, COLORADO AND SANTA FE RAILWAY SYSTEM) FROM MERCURY,
 CA0510'MCCULLOCH COUNTY, AT MILEPOST 903, AT A ROAD CROSSING, 46 FEET WEST OF
 CA0510'THE TRACK, 35 FEET SOUTH OF THE CROSSROAD, AND 110 FEET WEST OF A
 CA0510'HIGHWAY.  A STANDARD DISK, STAMPED 1504.787 K 75 1931 AND SET IN THE
 CA0510'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 CA0510
 CA0510                          STATION RECOVERY (1975)
 CA0510
 CA0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CA0510'MARK NOT FOUND.
 CA0510
 CA0510                          STATION RECOVERY (1982)
 CA0510
 CA0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0221 ***********************************************************************
 BA0221  DESIGNATION -  K 750
 BA0221  PID         -  BA0221
 BA0221  STATE/COUNTY-  TX/BREWSTER
 BA0221  USGS QUAD   -  TERLINGUA (1971)
 BA0221
 BA0221                         *CURRENT SURVEY CONTROL
 BA0221  ___________________________________________________________________
 BA0221* NAD 83(1986)-  29 18 15.     (N)    103 36 03.     (W)     SCALED    
 BA0221* NAVD 88     -       789.635  (meters)    2590.66   (feet)  ADJUSTED  
 BA0221  ___________________________________________________________________
 BA0221  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 BA0221  DYNAMIC HT  -         788.363 (meters)    2586.49  (feet)  COMP
 BA0221  MODELED GRAV-     979,006.7   (mgal)                       NAVD 88
 BA0221
 BA0221  VERT ORDER  -  FIRST     CLASS II
 BA0221
 BA0221.The horizontal coordinates were scaled from a topographic map and have
 BA0221.an estimated accuracy of +/- 6 seconds.
 BA0221
 BA0221.The orthometric height was determined by differential leveling
 BA0221.and adjusted by the National Geodetic Survey in June 1991..
 BA0221
 BA0221.The geoid height was determined by GEOID03.
 BA0221
 BA0221.The dynamic height is computed by dividing the NAVD 88
 BA0221.geopotential number by the normal gravity value computed on the
 BA0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0221.degrees latitude (g = 980.6199 gals.).
 BA0221
 BA0221.The modeled gravity was interpolated from observed gravity values.
 BA0221
 BA0221;                    North         East    Units  Estimated Accuracy
 BA0221;SPC TXSC     - 4,171,800.      153,200.      MT  (+/- 180 meters Scaled)
 BA0221
 BA0221                          SUPERSEDED SURVEY CONTROL
 BA0221
 BA0221  NGVD 29 (??/??/92)  789.198  (m)         2589.23   (f) ADJ UNCH    1 2
 BA0221
 BA0221.Superseded values are not recommended for survey control.
 BA0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0221.See file dsdata.txt to determine how the superseded data were derived.
 BA0221
 BA0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN358424(NAD 83)
 BA0221_MARKER: DB = BENCH MARK DISK
 BA0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0221_STAMPING: K 750 1943
 BA0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0221+STABILITY: SURFACE MOTION
 BA0221
 BA0221  HISTORY     - Date     Condition        Report By
 BA0221  HISTORY     - 1943     MONUMENTED       CGS
 BA0221  HISTORY     - 1967     GOOD             NGS
 BA0221  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0221
 BA0221                          STATION DESCRIPTION
 BA0221
 BA0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0221'1.95 MI SE FROM TERLINGUA.
 BA0221'ABOUT 0.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BA0221'TERLINGUA, THENCE 0.65 MILES SOUTHWEST ALONG FARM ROAD 170, THENCE 1.0
 BA0221'MILES SOUTHEAST ALONG A DIRT ROAD, 58 FEET SOUTHWEST OF THE CENTERLINE
 BA0221'OF THE ROAD, 1.0 MILES SOUTHEAST OF B.M. N 709, 2 FEET NORTHWEST OF A
 BA0221'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 BA0221'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BA0221
 BA0221                          STATION RECOVERY (2001)
 BA0221
 BA0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0221'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0021 ***********************************************************************
 AW0021  DESIGNATION -  K 752
 AW0021  PID         -  AW0021
 AW0021  STATE/COUNTY-  TX/BRAZORIA
 AW0021  USGS QUAD   -  HOSKINS MOUND (1974)
 AW0021
 AW0021                         *CURRENT SURVEY CONTROL
 AW0021  ___________________________________________________________________
 AW0021* NAD 83(1986)-  29 11 25.     (N)    095 14 52.     (W)     SCALED    
 AW0021* NAVD 88     -         5.13   (+/-2cm)      16.8    (feet)  VERTCON   
 AW0021  ___________________________________________________________________
 AW0021  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AW0021
 AW0021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0021
 AW0021.The horizontal coordinates were scaled from a topographic map and have
 AW0021.an estimated accuracy of +/- 6 seconds.
 AW0021
 AW0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0021.The vertical order pertains to the NGVD 29 superseded value.
 AW0021
 AW0021.The geoid height was determined by GEOID03.
 AW0021
 AW0021;                    North         East    Units  Estimated Accuracy
 AW0021;SPC TXSC     - 4,156,240.      964,830.      MT  (+/- 180 meters Scaled)
 AW0021
 AW0021                          SUPERSEDED SURVEY CONTROL
 AW0021
 AW0021  NGVD 29 (??/??/92)    5.135  (m)           16.85   (f) ADJ UNCH    2 0
 AW0021
 AW0021.Superseded values are not recommended for survey control.
 AW0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0021.See file dsdata.txt to determine how the superseded data were derived.
 AW0021
 AW0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN814311(NAD 83)
 AW0021_MARKER: DB = BENCH MARK DISK
 AW0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0021_STAMPING: K 752 1942
 AW0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0021+STABILITY: SURFACE MOTION
 AW0021
 AW0021  HISTORY     - Date     Condition        Report By
 AW0021  HISTORY     - 1942     MONUMENTED       CGS
 AW0021  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0021  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0021
 AW0021                          STATION DESCRIPTION
 AW0021
 AW0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0021'8.7 MI SE FROM LIVERPOOL.
 AW0021'8.7 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AW0021'LIVERPOOL, 3.0 MILES SOUTH OF A CURVE IN THE ROAD AT THE NORTH END OF
 AW0021'A LONG TANGENT, 0.5 MILE SOUTH OF A CROSS FENCE AND A GATE, ON THE TOP
 AW0021'OF A SMALL KNOLL, 65 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET
 AW0021'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE
 AW0021'ROAD.  A STANDARD DISK, STAMPED K 752 1942 AND SET ON THE TOP OF A
 AW0021'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 AW0021
 AW0021                          STATION RECOVERY (1978)
 AW0021
 AW0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0021'NOT RECOVERED THIS DATE.
 AW0021
 AW0021                          STATION RECOVERY (2004)
 AW0021
 AW0021'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1185 ***********************************************************************
 AW1185  DESIGNATION -  K 754
 AW1185  PID         -  AW1185
 AW1185  STATE/COUNTY-  TX/BRAZORIA
 AW1185  USGS QUAD   -  BRAZORIA (1952)
 AW1185
 AW1185                         *CURRENT SURVEY CONTROL
 AW1185  ___________________________________________________________________
 AW1185* NAD 83(1986)-  29 05 22.     (N)    095 31 15.     (W)     SCALED    
 AW1185* NAVD 88     -         5.45   (+/-2cm)      17.9    (feet)  VERTCON   
 AW1185  ___________________________________________________________________
 AW1185  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW1185
 AW1185  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1185
 AW1185.The horizontal coordinates were scaled from a topographic map and have
 AW1185.an estimated accuracy of +/- 6 seconds.
 AW1185
 AW1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1185.The vertical order pertains to the NGVD 29 superseded value.
 AW1185
 AW1185.The geoid height was determined by GEOID03.
 AW1185
 AW1185;                    North         East    Units  Estimated Accuracy
 AW1185;SPC TXSC     - 4,144,250.      938,620.      MT  (+/- 180 meters Scaled)
 AW1185
 AW1185                          SUPERSEDED SURVEY CONTROL
 AW1185
 AW1185  NGVD 29 (??/??/92)    5.463  (m)           17.92   (f) ADJ UNCH    1 1
 AW1185
 AW1185.Superseded values are not recommended for survey control.
 AW1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1185.See file dsdata.txt to determine how the superseded data were derived.
 AW1185
 AW1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN546205(NAD 83)
 AW1185_MARKER: DB = BENCH MARK DISK
 AW1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1185_STAMPING: K 754 1943
 AW1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1185+STABILITY: SURFACE MOTION
 AW1185
 AW1185  HISTORY     - Date     Condition        Report By
 AW1185  HISTORY     - 1943     MONUMENTED       CGS
 AW1185  HISTORY     - 1972     GOOD             NGS
 AW1185  HISTORY     - 1978     GOOD             NGS
 AW1185
 AW1185                          STATION DESCRIPTION
 AW1185
 AW1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW1185'4.1 MI NE FROM BRAZORIA.
 AW1185'4.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FIRE
 AW1185'STATION AT BRAZORIA, 121.6 FEET WEST OF THE NORTHWEST CORNER OF THE
 AW1185'NORTHEAST END OF BRIDGE 313.0, 121.5 FEET NORTHWEST OF THE NORTHWEST
 AW1185'RAIL, 95.0 FEET NORTH OF MILEPOLE 313, 36.4 FEET SOUTHWEST OF A FENCE
 AW1185'CORNER, 1.9 FEET SOUTHEAST OF A FENCE, 12 FEET BELOW THE RAILS, AND
 AW1185'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FEET.
 AW1185
 AW1185                          STATION RECOVERY (1978)
 AW1185
 AW1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0177 ***********************************************************************
 AM0177  DESIGNATION -  K 755
 AM0177  PID         -  AM0177
 AM0177  STATE/COUNTY-  TX/MATAGORDA
 AM0177  USGS QUAD   -  BAY CITY (1972)
 AM0177
 AM0177                         *CURRENT SURVEY CONTROL
 AM0177  ___________________________________________________________________
 AM0177* NAD 83(1986)-  28 59 31.     (N)    095 54 11.     (W)     SCALED    
 AM0177* NAVD 88     -        13.94   (+/-2cm)      45.7    (feet)  VERTCON   
 AM0177  ___________________________________________________________________
 AM0177  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AM0177
 AM0177  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0177
 AM0177.The horizontal coordinates were scaled from a topographic map and have
 AM0177.an estimated accuracy of +/- 6 seconds.
 AM0177
 AM0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0177.The vertical order pertains to the NGVD 29 superseded value.
 AM0177
 AM0177.The geoid height was determined by GEOID03.
 AM0177
 AM0177;                    North         East    Units  Estimated Accuracy
 AM0177;SPC TXSC     - 4,132,400.      901,720.      MT  (+/- 180 meters Scaled)
 AM0177
 AM0177                          SUPERSEDED SURVEY CONTROL
 AM0177
 AM0177  NGVD 29 (??/??/92)   13.964  (m)           45.81   (f) ADJ UNCH    1 1
 AM0177
 AM0177.Superseded values are not recommended for survey control.
 AM0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0177.See file dsdata.txt to determine how the superseded data were derived.
 AM0177
 AM0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN171105(NAD 83)
 AM0177_MARKER: DB = BENCH MARK DISK
 AM0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0177_STAMPING: K 755 1943
 AM0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0177+STABILITY: SURFACE MOTION
 AM0177
 AM0177  HISTORY     - Date     Condition        Report By
 AM0177  HISTORY     - 1943     MONUMENTED       CGS
 AM0177  HISTORY     - 1972     GOOD             NGS
 AM0177
 AM0177                          STATION DESCRIPTION
 AM0177
 AM0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0177'4.2 MI NE FROM BAY CITY.
 AM0177'4.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AM0177'STATION AT BAY CITY, 88.5 FEET SOUTHEAST AND ACROSS THE TRACK FROM
 AM0177'MILEPOLE 286, 43.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.0 FEET
 AM0177'NORTHWEST OF THE RIGHT-OF-WAY FENCE, 0.6 FOOT SOUTHEAST OF A WITNESS
 AM0177'POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 AM0177'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4338 ***********************************************************************
 AW4338  DESIGNATION -  K 756
 AW4338  PID         -  AW4338
 AW4338  STATE/COUNTY-  TX/BRAZORIA
 AW4338  USGS QUAD   -  SWEENY (1972)
 AW4338
 AW4338                         *CURRENT SURVEY CONTROL
 AW4338  ___________________________________________________________________
 AW4338* NAD 83(1986)-  29 05 02.     (N)    095 44 11.     (W)     SCALED    
 AW4338* NAVD 88     -        12.25   (+/-2cm)      40.2    (feet)  VERTCON   
 AW4338  ___________________________________________________________________
 AW4338  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW4338
 AW4338  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4338
 AW4338.The horizontal coordinates were scaled from a topographic map and have
 AW4338.an estimated accuracy of +/- 6 seconds.
 AW4338
 AW4338.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4338.The vertical order pertains to the NGVD 29 superseded value.
 AW4338
 AW4338.The geoid height was determined by GEOID03.
 AW4338
 AW4338;                    North         East    Units  Estimated Accuracy
 AW4338;SPC TXSC     - 4,143,030.      917,660.      MT  (+/- 180 meters Scaled)
 AW4338
 AW4338                          SUPERSEDED SURVEY CONTROL
 AW4338
 AW4338  NGVD 29 (??/??/92)   12.268  (m)           40.25   (f) ADJ UNCH    2 0
 AW4338
 AW4338.Superseded values are not recommended for survey control.
 AW4338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4338.See file dsdata.txt to determine how the superseded data were derived.
 AW4338
 AW4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN336203(NAD 83)
 AW4338_MARKER: DB = BENCH MARK DISK
 AW4338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4338_SP_SET: CULVERT
 AW4338_STAMPING: K 756 1943
 AW4338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4338+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4338
 AW4338  HISTORY     - Date     Condition        Report By
 AW4338  HISTORY     - 1943     MONUMENTED       CGS
 AW4338  HISTORY     - 20041118 GOOD             USPSQD
 AW4338
 AW4338                          STATION DESCRIPTION
 AW4338
 AW4338'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4338'7.2 MI SW FROM WEST COLUMBIA.
 AW4338'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4338'SOUTHWESTERLY 7.2 MILES ALONG STATE HIGHWAY NO. 35 TO A TRIPLE-ARCH
 AW4338'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.8 MILE
 AW4338'NORTHEAST OF A Y JUNCTION OF A CONCRETE ROAD LEADING SOUTHEAST. IT IS
 AW4338'ABOUT 0.5 MILE SOUTHWEST OF A CONCRETE BRIDGE OVER AN IRRIGATION
 AW4338'CANAL, 14.0 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AW4338'OF THE HIGHWAY AND IS SET HORIZONTALLY IN THE TOP NORTHEAST END OF THE
 AW4338'SOUTHEAST HEADWALL OF THE TRIPLE-ARCH CONCRETE CULVERT.
 AW4338
 AW4338                          STATION RECOVERY (2004)
 AW4338
 AW4338'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4338'1 FOOT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4280 ***********************************************************************
 AW4280  DESIGNATION -  K 757
 AW4280  PID         -  AW4280
 AW4280  STATE/COUNTY-  TX/MATAGORDA
 AW4280  USGS QUAD   -  VAN VLECK (1980)
 AW4280
 AW4280                         *CURRENT SURVEY CONTROL
 AW4280  ___________________________________________________________________
 AW4280* NAD 83(1986)-  29 01 30.     (N)    095 53 29.     (W)     SCALED    
 AW4280* NAVD 88     -        13.57   (+/-2cm)      44.5    (feet)  VERTCON   
 AW4280  ___________________________________________________________________
 AW4280  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AW4280
 AW4280  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4280
 AW4280.The horizontal coordinates were scaled from a topographic map and have
 AW4280.an estimated accuracy of +/- 6 seconds.
 AW4280
 AW4280.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4280.The vertical order pertains to the NGVD 29 superseded value.
 AW4280
 AW4280.The geoid height was determined by GEOID03.
 AW4280
 AW4280;                    North         East    Units  Estimated Accuracy
 AW4280;SPC TXSC     - 4,136,090.      902,750.      MT  (+/- 180 meters Scaled)
 AW4280
 AW4280                          SUPERSEDED SURVEY CONTROL
 AW4280
 AW4280  NGVD 29 (??/??/92)   13.59   (m)           44.6    (f) COMPUTED    1 2
 AW4280
 AW4280.Superseded values are not recommended for survey control.
 AW4280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4280.See file dsdata.txt to determine how the superseded data were derived.
 AW4280
 AW4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN183142(NAD 83)
 AW4280_MARKER: DB = BENCH MARK DISK
 AW4280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4280_STAMPING: K 757 1943
 AW4280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4280+STABILITY: SURFACE MOTION
 AW4280
 AW4280  HISTORY     - Date     Condition        Report By
 AW4280  HISTORY     - 1943     MONUMENTED       CGS
 AW4280  HISTORY     - 1951     GOOD             NGS
 AW4280  HISTORY     - 19961119 MARK NOT FOUND   USPSQD
 AW4280  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4280
 AW4280                          STATION DESCRIPTION
 AW4280
 AW4280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AW4280'0.9 MI N FROM VAN VLECK.
 AW4280'0.1 MILE NORTHWEST ALONG A SHELL STREET FROM THE HIGH SCHOOL AT VAN
 AW4280'VLECK, THENCE 0.3 MILE NORTHEAST ALONG STATE HIGHWAY 35, THENCE 0.5
 AW4280'MILE NORTHWEST ALONG A SHELL ROAD, AT A RAILROAD CROSSING, 82 FEET
 AW4280'NORTH OF THE CENTER OF THE RAILROAD CROSSING, 63.5 FEET NORTHEAST OF
 AW4280'THE CENTER LINE OF A SHELL ROAD, 42.5 FEET NORTHWEST OF THE NORTHWEST
 AW4280'RAIL, 22.6 FEET NORTHEAST OF A FENCE CORNER, 1.8 FEET SOUTHEAST OF A
 AW4280'FENCE, 2.8 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 AW4280'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AW4280
 AW4280                          STATION RECOVERY (1996)
 AW4280
 AW4280'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4280'MARK NOT FOUND.
 AW4280
 AW4280                          STATION RECOVERY (2004)
 AW4280
 AW4280'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4205 ***********************************************************************
 AW4205  DESIGNATION -  K 759
 AW4205  PID         -  AW4205
 AW4205  STATE/COUNTY-  TX/WHARTON
 AW4205  USGS QUAD   -  PLEDGER (1980)
 AW4205
 AW4205                         *CURRENT SURVEY CONTROL
 AW4205  ___________________________________________________________________
 AW4205* NAD 83(1986)-  29 13 29.     (N)    095 55 32.     (W)     SCALED    
 AW4205* NAVD 88     -        21.54   (+/-2cm)      70.7    (feet)  VERTCON   
 AW4205  ___________________________________________________________________
 AW4205  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW4205
 AW4205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4205
 AW4205.The horizontal coordinates were scaled from a topographic map and have
 AW4205.an estimated accuracy of +/- 6 seconds.
 AW4205
 AW4205.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4205.The vertical order pertains to the NGVD 29 superseded value.
 AW4205
 AW4205.The geoid height was determined by GEOID03.
 AW4205
 AW4205;                    North         East    Units  Estimated Accuracy
 AW4205;SPC TXSC     - 4,158,130.      898,850.      MT  (+/- 180 meters Scaled)
 AW4205
 AW4205                          SUPERSEDED SURVEY CONTROL
 AW4205
 AW4205  NGVD 29 (??/??/92)   21.54   (m)           70.7    (f) COMPUTED    2 0
 AW4205
 AW4205.Superseded values are not recommended for survey control.
 AW4205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4205.See file dsdata.txt to determine how the superseded data were derived.
 AW4205
 AW4205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN156364(NAD 83)
 AW4205_MARKER: DB = BENCH MARK DISK
 AW4205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4205_STAMPING: K 759 1943
 AW4205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4205+STABILITY: SURFACE MOTION
 AW4205
 AW4205  HISTORY     - Date     Condition        Report By
 AW4205  HISTORY     - 1943     MONUMENTED       CGS
 AW4205
 AW4205                          STATION DESCRIPTION
 AW4205
 AW4205'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4205'0.6 MI SW FROM NEW GULF.
 AW4205'TO REACH FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE
 AW4205'SANTA FE RAILROAD AT NEW GULF.  PROCEED SOUTHWESTERLY 0.6 MILE ALONG
 AW4205'THE SANTA FE RAILROAD TO MILE POST NO. 6 AND SITE OF BENCH MARK. BENCH
 AW4205'MARK IS ABOUT 0.6 MILE SOUTHWEST OF THE CROSSING OF A CONCRETE ROAD,
 AW4205'120.0 FEET NORTH OF MILE POST NO. 6, 48.0 FEET NORTHWEST OF AND ABOUT
 AW4205'3.0 FEET BELOW THE CENTERLINE OF THE TRACK, 13.0 FEET SOUTHWEST OF THE
 AW4205'CENTERLINE OF A STEEL GATE AT AN ABANDONED ROAD CROSSING, 3.0 FEET
 AW4205'SOUTHWEST OF A 4 BY 4 INCH WOODEN MARKER POST AND 2.0 FEET SOUTHEAST
 AW4205'OF RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN A
 AW4205'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0607 ***********************************************************************
 CA0607  DESIGNATION -  K 76
 CA0607  PID         -  CA0607
 CA0607  STATE/COUNTY-  TX/MENARD
 CA0607  USGS QUAD   -  CALLAN (1970)
 CA0607
 CA0607                         *CURRENT SURVEY CONTROL
 CA0607  ___________________________________________________________________
 CA0607* NAD 83(1986)-  31 01 58.     (N)    099 42 23.     (W)     SCALED    
 CA0607* NAVD 88     -       637.864  (meters)    2092.73   (feet)  POSTED    
 CA0607  ___________________________________________________________________
 CA0607  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CA0607  DYNAMIC HT  -         636.980 (meters)    2089.83  (feet)  COMP
 CA0607  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 CA0607
 CA0607  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CA0607
 CA0607.The horizontal coordinates were scaled from a topographic map and have
 CA0607.an estimated accuracy of +/- 6 seconds.
 CA0607
 CA0607.The orthometric height was determined by differential leveling
 CA0607.and adjusted by the National Geodetic Survey in 1992..
 CA0607.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CA0607.rate of 0.0 thru 1.0 mm/km.
 CA0607
 CA0607.The geoid height was determined by GEOID03.
 CA0607
 CA0607.The dynamic height is computed by dividing the NAVD 88
 CA0607.geopotential number by the normal gravity value computed on the
 CA0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0607.degrees latitude (g = 980.6199 gals.).
 CA0607
 CA0607.The modeled gravity was interpolated from observed gravity values.
 CA0607
 CA0607;                    North         East    Units  Estimated Accuracy
 CA0607;SPC TX C     - 3,151,610.      759,850.      MT  (+/- 180 meters Scaled)
 CA0607
 CA0607                          SUPERSEDED SURVEY CONTROL
 CA0607
 CA0607  NGVD 29 (??/??/92)  637.767  (m)         2092.41   (f) ADJ UNCH    1 2
 CA0607
 CA0607.Superseded values are not recommended for survey control.
 CA0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0607.See file dsdata.txt to determine how the superseded data were derived.
 CA0607
 CA0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV325334(NAD 83)
 CA0607_MARKER: DB = BENCH MARK DISK
 CA0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0607_STAMPING: 2092.407 K 76 1931
 CA0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0607+STABILITY: SURFACE MOTION
 CA0607
 CA0607  HISTORY     - Date     Condition        Report By
 CA0607  HISTORY     - 1931     MONUMENTED       CGS
 CA0607  HISTORY     - 1970     GOOD             USGS
 CA0607
 CA0607                          STATION DESCRIPTION
 CA0607
 CA0607'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CA0607'1.8 MI SW FROM CALLAN.
 CA0607'1.8 MILES SOUTHWEST ALONG THE GULF COLORADO AND SANTA FE RAILWAY FROM
 CA0607'CALLAN, MENARD COUNTY.  15 POLES SOUTHWEST OF MILEPOST 213.  320 FEET
 CA0607'SOUTHWEST OF A WINDMILL.  560 FEET NORTHEAST OF A RAILROAD CROSSING.
 CA0607'45 FEET NORTHWEST OF TRACK AND 22 FEET SOUTHEAST OF THE COUNTY ROAD. A
 CA0607'STANDARD DISK STAMPED 2092.407 K 76 1931 AND SET IN THE TOP OF A
 CA0607'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2095 ***********************************************************************
 AW2095  DESIGNATION -  K 760
 AW2095  PID         -  AW2095
 AW2095  STATE/COUNTY-  TX/HARRIS
 AW2095  USGS QUAD   -  PARK PLACE (1995)
 AW2095
 AW2095                         *CURRENT SURVEY CONTROL
 AW2095  ___________________________________________________________________
 AW2095* NAD 83(1986)-  29 37 37.     (N)    095 15 02.     (W)     SCALED    
 AW2095* NAVD 88     -        13.69   (+/-2cm)      44.9    (feet)  VERTCON   
 AW2095  ___________________________________________________________________
 AW2095  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AW2095
 AW2095  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2095
 AW2095.The horizontal coordinates were scaled from a topographic map and have
 AW2095.an estimated accuracy of +/- 6 seconds.
 AW2095
 AW2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2095.The vertical order pertains to the NGVD 29 superseded value.
 AW2095
 AW2095.The geoid height was determined by GEOID03.
 AW2095
 AW2095;                    North         East    Units  Estimated Accuracy
 AW2095;SPC TXSC     - 4,204,600.      963,010.      MT  (+/- 180 meters Scaled)
 AW2095
 AW2095                          SUPERSEDED SURVEY CONTROL
 AW2095
 AW2095  NGVD 29 (??/??/92)   13.683  (m)           44.89   (f) ADJ UNCH    1 2
 AW2095
 AW2095.Superseded values are not recommended for survey control.
 AW2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2095.See file dsdata.txt to determine how the superseded data were derived.
 AW2095
 AW2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN821795(NAD 83)
 AW2095_MARKER: DB = BENCH MARK DISK
 AW2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2095_STAMPING: K 760 1942
 AW2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2095+STABILITY: SURFACE MOTION
 AW2095
 AW2095  HISTORY     - Date     Condition        Report By
 AW2095  HISTORY     - 1942     MONUMENTED       CGS
 AW2095  HISTORY     - 1973     GOOD             NGS
 AW2095  HISTORY     - 1976     MARK NOT FOUND   USGS
 AW2095  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2095  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2095  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2095  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2095  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2095  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2095  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2095  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW2095  HISTORY     - 20040211 MARK NOT FOUND   USPSQD
 AW2095
 AW2095                          STATION DESCRIPTION
 AW2095
 AW2095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2095'2.05 MI W FROM GENOA.
 AW2095'ABOUT 2.05 MILES WEST ALONG ALMEDA-GENOA RD. FROM THE POST OFFICE AT
 AW2095'GENOA, ABOUT 2.3 MILES WEST OF THE OVERPASS OVER I-45 - US HIGHWAY 75,
 AW2095'SOUTH OF AND ACROSS THE ROAD FROM THE CHARLES D. JESSUP SR. ELEMENTARY
 AW2095'SCHOOL, 91 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 33
 AW2095'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31 FEET EAST OF THE CENTER
 AW2095'LINE OF A PRIVATE DRIVE, 7 FEET EAST-SOUTHEAST OF A POWER POLE
 AW2095'SUPPORTING A TRANSFORMER, 1.9 FEET NORTHEAST OF AN 8-INCH BOX ELDER
 AW2095'TREE, 1.3 MILES WEST OF THE ALMEDA-GENOA OVERPASS OVER I-45, AND SET
 AW2095'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 AW2095
 AW2095                          STATION RECOVERY (1976)
 AW2095
 AW2095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AW2095'MARK NOT FOUND.
 AW2095
 AW2095                          STATION RECOVERY (1978)
 AW2095
 AW2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2095'NOT RECOVERED.  NOTE=THE ROAD HAS BEEN WIDENED AND THERE IA A NEW
 AW2095'SIDEWALK AT THIS LOCATION.
 AW2095
 AW2095                          STATION RECOVERY (1978)
 AW2095
 AW2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2095'MARK NOT FOUND.
 AW2095
 AW2095                          STATION RECOVERY (1987)
 AW2095
 AW2095'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW2095'MARK NOT FOUND.
 AW2095
 AW2095                          STATION RECOVERY (1987)
 AW2095
 AW2095'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2095'MARK NOT FOUND.
 AW2095
 AW2095                          STATION RECOVERY (1988)
 AW2095
 AW2095'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW2095'MARK NOT FOUND.
 AW2095
 AW2095                          STATION RECOVERY (1988)
 AW2095
 AW2095'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW2095'MARK NOT FOUND.
 AW2095
 AW2095                          STATION RECOVERY (1988)
 AW2095
 AW2095'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW2095'MARK NOT FOUND.
 AW2095
 AW2095                          STATION RECOVERY (1995)
 AW2095
 AW2095'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2095'MARK NOT FOUND.
 AW2095
 AW2095                          STATION RECOVERY (2004)
 AW2095
 AW2095'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0025 ***********************************************************************
 AN0025  DESIGNATION -  K 761
 AN0025  PID         -  AN0025
 AN0025  STATE/COUNTY-  TX/MATAGORDA
 AN0025  USGS QUAD   -  FRANCITAS (1995)
 AN0025
 AN0025                         *CURRENT SURVEY CONTROL
 AN0025  ___________________________________________________________________
 AN0025* NAD 83(1986)-  28 51 50.     (N)    096 17 02.     (W)     SCALED    
 AN0025* NAVD 88     -         8.93   (+/-2cm)      29.3    (feet)  VERTCON   
 AN0025  ___________________________________________________________________
 AN0025  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AN0025
 AN0025  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0025
 AN0025.The horizontal coordinates were scaled from a topographic map and have
 AN0025.an estimated accuracy of +/- 6 seconds.
 AN0025
 AN0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0025.The vertical order pertains to the NGVD 29 superseded value.
 AN0025
 AN0025.The geoid height was determined by GEOID03.
 AN0025
 AN0025;                    North         East    Units  Estimated Accuracy
 AN0025;SPC TXSC     - 4,117,290.      864,950.      MT  (+/- 180 meters Scaled)
 AN0025
 AN0025                          SUPERSEDED SURVEY CONTROL
 AN0025
 AN0025  NGVD 29 (??/??/92)    8.977  (m)           29.45   (f) ADJ UNCH    1 1
 AN0025
 AN0025.Superseded values are not recommended for survey control.
 AN0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0025.See file dsdata.txt to determine how the superseded data were derived.
 AN0025
 AN0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS649959(NAD 83)
 AN0025_MARKER: DB = BENCH MARK DISK
 AN0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0025_SP_SET: BRIDGE
 AN0025_STAMPING: K 761 1942
 AN0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0025
 AN0025  HISTORY     - Date     Condition        Report By
 AN0025  HISTORY     - 1942     MONUMENTED       CGS
 AN0025  HISTORY     - 1972     GOOD             NGS
 AN0025  HISTORY     - 1978     GOOD             NGS
 AN0025  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0025
 AN0025                          STATION DESCRIPTION
 AN0025
 AN0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0025'4.05 MI W FROM BLESSING.
 AN0025'4.05 MILES WEST ALONG FARM-TO-MARKET ROAD 616 FROM THE CITY WATER
 AN0025'TOWER AT BLESSING, IN THE TOP AND 0.6 FOOT EAST OF THE WEST END OF THE
 AN0025'NORTH CONCRETE HEAD WALL OF A 4- BY 4-FOOT BOX CULVERT, ABOUT 75 FEET
 AN0025'SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC RAILROAD, 17.3 FEET
 AN0025'NORTH OF THE CENTER LINE OF THE ROAD, 144 FEET EAST OF THE NORTHEAST
 AN0025'CORNER OF A LONG CONCRETE BRIDGE OVER CARANCAHUA CREEK, AND ABOUT 1
 AN0025'FOOT HIGHER THAN THE ROAD.
 AN0025
 AN0025                          STATION RECOVERY (1978)
 AN0025
 AN0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0025'RECOVERED IN GOOD CONDITION.
 AN0025
 AN0025                          STATION RECOVERY (1991)
 AN0025
 AN0025'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0349 ***********************************************************************
 AX0349  DESIGNATION -  K 762 RESET
 AX0349  PID         -  AX0349
 AX0349  STATE/COUNTY-  TX/WHARTON
 AX0349  USGS QUAD   -  EL CAMPO (1981)
 AX0349
 AX0349                         *CURRENT SURVEY CONTROL
 AX0349  ___________________________________________________________________
 AX0349* NAD 83(1986)-  29 08 01.     (N)    096 22 01.     (W)     SCALED    
 AX0349* NAVD 88     -        27.307  (meters)      89.59   (feet)  ADJUSTED  
 AX0349  ___________________________________________________________________
 AX0349  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AX0349  DYNAMIC HT  -          27.268 (meters)      89.46  (feet)  COMP
 AX0349  MODELED GRAV-     979,229.4   (mgal)                       NAVD 88
 AX0349
 AX0349  VERT ORDER  -  FIRST     CLASS I
 AX0349
 AX0349.The horizontal coordinates were scaled from a topographic map and have
 AX0349.an estimated accuracy of +/- 6 seconds.
 AX0349
 AX0349.The orthometric height was determined by differential leveling
 AX0349.and adjusted by the National Geodetic Survey in June 1991..
 AX0349
 AX0349.The geoid height was determined by GEOID03.
 AX0349
 AX0349.The dynamic height is computed by dividing the NAVD 88
 AX0349.geopotential number by the normal gravity value computed on the
 AX0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0349.degrees latitude (g = 980.6199 gals.).
 AX0349
 AX0349.The modeled gravity was interpolated from observed gravity values.
 AX0349
 AX0349;                    North         East    Units  Estimated Accuracy
 AX0349;SPC TXSC     - 4,146,990.      856,180.      MT  (+/- 180 meters Scaled)
 AX0349
 AX0349                          SUPERSEDED SURVEY CONTROL
 AX0349
 AX0349  NGVD 29 (12/23/87)   27.314  (m)           89.61   (f) ADJUSTED    1 1
 AX0349
 AX0349.Superseded values are not recommended for survey control.
 AX0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0349.See file dsdata.txt to determine how the superseded data were derived.
 AX0349
 AX0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT561256(NAD 83)
 AX0349_MARKER: DB = BENCH MARK DISK
 AX0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0349_SP_SET: CONCRETE POST
 AX0349_STAMPING: K 762 1943 RESET 1947
 AX0349_MARK LOGO: CGS   
 AX0349_PROJECTION: PROJECTING 5 CENTIMETERS
 AX0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0349+STABILITY: SURFACE MOTION
 AX0349
 AX0349  HISTORY     - Date     Condition        Report By
 AX0349  HISTORY     - 1947     MONUMENTED       CGS
 AX0349  HISTORY     - 1987     GOOD             NGS
 AX0349
 AX0349                          STATION DESCRIPTION
 AX0349
 AX0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 AX0349'3.1 MI NE FROM LOUISE.
 AX0349'3.1 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0349'STATION AT LOUISE, WHARTON COUNTY, 140.4 FEET SOUTH OF THE CENTER OF
 AX0349'THE SOUTHEAST END OF A 36-INCH CORRUGATED-IRON CULVERT UNDER U.S.
 AX0349'HIGHWAY 59, 87.3 FEET SOUTHWEST OF THE FOURTH POLE SOUTHWEST OF
 AX0349'MILEPOST 46, 36.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 9.4 FEET
 AX0349'NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 AX0349'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 762
 AX0349'1943 RESET 1947 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 AX0349'FOOT ABOVE GROUND.
 AX0349
 AX0349                          STATION RECOVERY (1987)
 AX0349
 AX0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0349'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.99 KM (1.23
 AX0349'MI) NORTHEAST ALONG HIGHWAY LOOP 523 FROM THE JUNCTION OF FM ROAD 1160
 AX0349'IN LOUISE, THENCE 2.35 KM (1.46 MI) NORTHEAST ALONG US HIGHWAY 59,
 AX0349'39.0 METERS (128 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 59
 AX0349'NORTHBOUND, 80.4 METERS (264 FT) NORTHEAST OF THE EXTENDED CENTERLINE
 AX0349'OF STOCKTON ROAD, 11.1 METERS (36.5 FT) SOUTHEAST OF THE SOUTHEAST
 AX0349'RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 AX0349'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AX0349'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0930 ***********************************************************************
 AJ0930  DESIGNATION -  K 763
 AJ0930  PID         -  AJ0930
 AJ0930  STATE/COUNTY-  TX/WEBB
 AJ0930  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0930
 AJ0930                         *CURRENT SURVEY CONTROL
 AJ0930  ___________________________________________________________________
 AJ0930* NAD 83(1986)-  27 19 13.     (N)    099 09 03.     (W)     SCALED    
 AJ0930* NAVD 88     -       156.273  (meters)     512.71   (feet)  POSTED    
 AJ0930  ___________________________________________________________________
 AJ0930  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 AJ0930  DYNAMIC HT  -         156.020 (meters)     511.88  (feet)  COMP
 AJ0930  MODELED GRAV-     979,043.2   (mgal)                       NAVD 88
 AJ0930
 AJ0930  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0930
 AJ0930.The horizontal coordinates were scaled from a topographic map and have
 AJ0930.an estimated accuracy of +/- 6 seconds.
 AJ0930
 AJ0930.The orthometric height was determined by differential leveling
 AJ0930.and adjusted by the National Geodetic Survey in 1992..
 AJ0930.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0930.rate of 1.1 thru 2.0 mm/km.
 AJ0930
 AJ0930.The geoid height was determined by GEOID03.
 AJ0930
 AJ0930.The dynamic height is computed by dividing the NAVD 88
 AJ0930.geopotential number by the normal gravity value computed on the
 AJ0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0930.degrees latitude (g = 980.6199 gals.).
 AJ0930
 AJ0930.The modeled gravity was interpolated from observed gravity values.
 AJ0930
 AJ0930;                    North         East    Units  Estimated Accuracy
 AJ0930;SPC TX S     - 5,183,370.      235,590.      MT  (+/- 180 meters Scaled)
 AJ0930
 AJ0930                          SUPERSEDED SURVEY CONTROL
 AJ0930
 AJ0930  NGVD 29 (??/??/92)  156.312  (m)          512.83   (f) ADJ UNCH    2 0
 AJ0930
 AJ0930.Superseded values are not recommended for survey control.
 AJ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0930.See file dsdata.txt to determine how the superseded data were derived.
 AJ0930
 AJ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR850219(NAD 83)
 AJ0930_MARKER: DB = BENCH MARK DISK
 AJ0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0930_STAMPING: K 763 1943
 AJ0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0930+STABILITY: SURFACE MOTION
 AJ0930
 AJ0930  HISTORY     - Date     Condition        Report By
 AJ0930  HISTORY     - 1943     MONUMENTED       CGS
 AJ0930
 AJ0930                          STATION DESCRIPTION
 AJ0930
 AJ0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0930'9.6 MI S FROM AGUILARES.
 AJ0930'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0930'AGUILARES-- PROCEED 9.6 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE OF
 AJ0930'BENCH MARK.  BENCH MARK IS 27.0 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE
 AJ0930'THE CENTERLINE OF MAIN ROAD AND 24.0 FEET SOUTH OF THE CENTERLINE OF A
 AJ0930'WOODEN GATE AND A ROAD LEADING WEST.  IT IS 5.7 FEET SOUTH OF A FENCE
 AJ0930'CORNER, 1.3 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 3.2 FEET NORTH OF
 AJ0930'A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0037 ***********************************************************************
 AX0037  DESIGNATION -  K 767
 AX0037  PID         -  AX0037
 AX0037  STATE/COUNTY-  TX/AUSTIN
 AX0037  USGS QUAD   -  CAT SPRING (1981)
 AX0037
 AX0037                         *CURRENT SURVEY CONTROL
 AX0037  ___________________________________________________________________
 AX0037* NAD 83(1986)-  29 50 31.     (N)    096 19 00.     (W)     SCALED    
 AX0037* NAVD 88     -        87.296  (meters)     286.40   (feet)  ADJUSTED  
 AX0037  ___________________________________________________________________
 AX0037  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0037  DYNAMIC HT  -          87.176 (meters)     286.01  (feet)  COMP
 AX0037  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 AX0037
 AX0037  VERT ORDER  -  FIRST     CLASS I
 AX0037
 AX0037.The horizontal coordinates were scaled from a topographic map and have
 AX0037.an estimated accuracy of +/- 6 seconds.
 AX0037
 AX0037.The orthometric height was determined by differential leveling
 AX0037.and adjusted by the National Geodetic Survey in June 1991..
 AX0037
 AX0037.The geoid height was determined by GEOID03.
 AX0037
 AX0037.The dynamic height is computed by dividing the NAVD 88
 AX0037.geopotential number by the normal gravity value computed on the
 AX0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0037.degrees latitude (g = 980.6199 gals.).
 AX0037
 AX0037.The modeled gravity was interpolated from observed gravity values.
 AX0037
 AX0037;                    North         East    Units  Estimated Accuracy
 AX0037;SPC TXSC     - 4,225,580.      859,270.      MT  (+/- 180 meters Scaled)
 AX0037
 AX0037                          SUPERSEDED SURVEY CONTROL
 AX0037
 AX0037  NGVD 29 (12/23/87)   87.268  (m)          286.31   (f) ADJUSTED    1 1
 AX0037
 AX0037.Superseded values are not recommended for survey control.
 AX0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0037.See file dsdata.txt to determine how the superseded data were derived.
 AX0037
 AX0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU592042(NAD 83)
 AX0037_MARKER: DB = BENCH MARK DISK
 AX0037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX0037_SP_SET: CULVERT
 AX0037_STAMPING: K 767 1943
 AX0037_MARK LOGO: CGS   
 AX0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0037+STABILITY: SURFACE MOTION
 AX0037
 AX0037  HISTORY     - Date     Condition        Report By
 AX0037  HISTORY     - 1943     MONUMENTED       CGS
 AX0037  HISTORY     - 1973     GOOD             NGS
 AX0037  HISTORY     - 1976     GOOD             NGS
 AX0037  HISTORY     - 1976     GOOD             NGS
 AX0037  HISTORY     - 1978     GOOD             NGS
 AX0037  HISTORY     - 1986     GOOD             NGS
 AX0037  HISTORY     - 19991017 MARK NOT FOUND   USPSQD
 AX0037
 AX0037                          STATION DESCRIPTION
 AX0037
 AX0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0037'0.6 MI E FROM CAT SPRING.
 AX0037'0.6 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0037'CROSSING OF FARM ROAD 949 AT CAT SPRING, 0.1 MILE WEST OF THE CROSSING
 AX0037'OF PLESS ROAD, 7-3/4 POLES WEST OF MILEPOLE 1025, DIRECTLY OPPOSITE A
 AX0037'WOODEN RAILROAD BRIDGE, IN THE TOP AND 0.6 FOOT EAST OF THE WEST END
 AX0037'OF THE SOUTH CONCRETE HEADWALL OF A TWO CHANNEL BOX CULVERT, 13.2 FEET
 AX0037'SOUTH OF THE SOUTH RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 AX0037
 AX0037                          STATION RECOVERY (1976)
 AX0037
 AX0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0037'RECOVERED IN GOOD CONDITION.
 AX0037
 AX0037                          STATION RECOVERY (1976)
 AX0037
 AX0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0037'RECOVERED IN GOOD CONDITION.
 AX0037
 AX0037                          STATION RECOVERY (1978)
 AX0037
 AX0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0037'RECOVERED IN GOOD CONDITION.
 AX0037
 AX0037                          STATION RECOVERY (1986)
 AX0037
 AX0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0037'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0037'ADD--ALSO 0.96 KM (0.6 MI) EAST-SOUTHEAST ALONG AN ASPHALT ROAD AND
 AX0037'THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE JUNCTION OF FM ROAD 949 IN
 AX0037'CAT SPRINGS.
 AX0037
 AX0037                          STATION RECOVERY (1999)
 AX0037
 AX0037'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2331 ***********************************************************************
 AW2331  DESIGNATION -  K 769
 AW2331  PID         -  AW2331
 AW2331  STATE/COUNTY-  TX/HARRIS
 AW2331  USGS QUAD   -  ALIEF (1995)
 AW2331
 AW2331                         *CURRENT SURVEY CONTROL
 AW2331  ___________________________________________________________________
 AW2331* NAD 83(1986)-  29 43 04.     (N)    095 33 33.     (W)     SCALED    
 AW2331* NAVD 88     -        24.23   (+/-2cm)      79.5    (feet)  VERTCON   
 AW2331  ___________________________________________________________________
 AW2331  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW2331
 AW2331  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2331
 AW2331.The horizontal coordinates were scaled from a topographic map and have
 AW2331.an estimated accuracy of +/- 6 seconds.
 AW2331
 AW2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2331.The vertical order pertains to the NGVD 29 superseded value.
 AW2331
 AW2331.The geoid height was determined by GEOID03.
 AW2331
 AW2331;                    North         East    Units  Estimated Accuracy
 AW2331;SPC TXSC     - 4,213,740.      932,840.      MT  (+/- 180 meters Scaled)
 AW2331
 AW2331                          SUPERSEDED SURVEY CONTROL
 AW2331
 AW2331  NGVD 29 (??/??/92)   24.221  (m)           79.47   (f) ADJ UNCH    2 0
 AW2331
 AW2331.Superseded values are not recommended for survey control.
 AW2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2331.See file dsdata.txt to determine how the superseded data were derived.
 AW2331
 AW2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN524902(NAD 83)
 AW2331_MARKER: DB = BENCH MARK DISK
 AW2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2331_STAMPING: K 769 1943
 AW2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2331+STABILITY: SURFACE MOTION
 AW2331
 AW2331  HISTORY     - Date     Condition        Report By
 AW2331  HISTORY     - 1943     MONUMENTED       CGS
 AW2331  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW2331  HISTORY     - 1976     MARK NOT FOUND   NGS
 AW2331  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2331  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 AW2331  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2331  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2331
 AW2331                          STATION DESCRIPTION
 AW2331
 AW2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW2331'2.0 MI E FROM ALIEF.
 AW2331'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2331'STATION AT ALIEF-- PROCEED 2.0 MILES EASTERLY ALONG THE RAILROAD TO
 AW2331'SITE OF BENCH MARK.  BENCH MARK IS 44.5 FEET SOUTH OF AND ABOUT 3.0
 AW2331'FEET BELOW THE SOUTH RAIL OF TRACK, 36.2 FEET EAST OF THE CENTERLINE
 AW2331'OF THE RODGERS ROAD LEADING NORTH, AND 34.0 FEET NORTH OF AND ABOUT
 AW2331'1.0 FOOT BELOW THE CENTERLINE OF THE ALIEF-HOUSTON ROAD.  IT IS 4.2
 AW2331'FEET EAST OF THE FIRST POLE (ABOUT 180.0 FEET) EAST OF MILEPOST 13,
 AW2331'AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AW2331'0.4 FOOT.  NOTE-- BENCH MARK IS ALSO 2.3 MILES WEST OF JEANETTA.
 AW2331
 AW2331                          STATION RECOVERY (1970)
 AW2331
 AW2331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AW2331'MARK NOT FOUND.
 AW2331
 AW2331                          STATION RECOVERY (1976)
 AW2331
 AW2331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW2331'MARK NOT FOUND.
 AW2331
 AW2331                          STATION RECOVERY (1978)
 AW2331
 AW2331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2331'NOT RECOVERED.  NOTE=THIS AREA DESCRIBED HAS BEEN GRADED.
 AW2331
 AW2331                          STATION RECOVERY (1996)
 AW2331
 AW2331'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2331'MARK NOT FOUND.
 AW2331
 AW2331                          STATION RECOVERY (1997)
 AW2331
 AW2331'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2331'MARK NOT FOUND.
 AW2331
 AW2331                          STATION RECOVERY (2004)
 AW2331
 AW2331'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0387 ***********************************************************************
 BN0387  DESIGNATION -  K 77
 BN0387  PID         -  BN0387
 BN0387  STATE/COUNTY-  TX/KIMBLE
 BN0387  USGS QUAD   -  RUST RANCH (1970)
 BN0387
 BN0387                         *CURRENT SURVEY CONTROL
 BN0387  ___________________________________________________________________
 BN0387* NAD 83(1986)-  30 38 22.     (N)    099 52 47.     (W)     SCALED    
 BN0387* NAVD 88     -       640.958  (meters)    2102.88   (feet)  POSTED    
 BN0387  ___________________________________________________________________
 BN0387  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 BN0387  DYNAMIC HT  -         640.050 (meters)    2099.90  (feet)  COMP
 BN0387  MODELED GRAV-     979,200.2   (mgal)                       NAVD 88
 BN0387
 BN0387  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0387
 BN0387.The horizontal coordinates were scaled from a topographic map and have
 BN0387.an estimated accuracy of +/- 6 seconds.
 BN0387
 BN0387.The orthometric height was determined by differential leveling
 BN0387.and adjusted by the National Geodetic Survey in 1992..
 BN0387.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0387.rate of 0.0 thru 1.0 mm/km.
 BN0387
 BN0387.The geoid height was determined by GEOID03.
 BN0387
 BN0387.The dynamic height is computed by dividing the NAVD 88
 BN0387.geopotential number by the normal gravity value computed on the
 BN0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0387.degrees latitude (g = 980.6199 gals.).
 BN0387
 BN0387.The modeled gravity was interpolated from observed gravity values.
 BN0387
 BN0387;                    North         East    Units  Estimated Accuracy
 BN0387;SPC TX C     - 3,107,930.      743,480.      MT  (+/- 180 meters Scaled)
 BN0387
 BN0387                          SUPERSEDED SURVEY CONTROL
 BN0387
 BN0387  NGVD 29 (??/??/92)  640.898  (m)         2102.68   (f) ADJ UNCH    1 2
 BN0387
 BN0387.Superseded values are not recommended for survey control.
 BN0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0387.See file dsdata.txt to determine how the superseded data were derived.
 BN0387
 BN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU157899(NAD 83)
 BN0387_MARKER: DB = BENCH MARK DISK
 BN0387_SETTING: 66 = SET IN ROCK OUTCROP
 BN0387_SP_SET: BEDROCK
 BN0387_STAMPING: 2102.680 K 77 1931
 BN0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0387+STABILITY: POSITION/ELEVATION WELL
 BN0387
 BN0387  HISTORY     - Date     Condition        Report By
 BN0387  HISTORY     - 1931     MONUMENTED       CGS
 BN0387  HISTORY     - 1970     GOOD             USGS
 BN0387  HISTORY     - 19981227 MARK NOT FOUND   USPSQD
 BN0387
 BN0387                          STATION DESCRIPTION
 BN0387
 BN0387'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BN0387'15.2 MI N FROM JUNCTION.
 BN0387'15.2 MI. N. ALONG FM HIGHWAY 2291 FROM JUNCTION, KIMBLE COUNTY, 2.5
 BN0387'MI. N. OF CLEO, 400 FT. S. OF A CURVE, 250 SW OF THE HIGHWAY AT A
 BN0387'DRAIN CROSSING, 45 FT W. OF THE OLD HIGHWAY, SET IN BEDROCK, A
 BN0387'STANDARD TABLET SET IN BEDROCK, STAMPED 2102.680 K 77 1931.
 BN0387
 BN0387                          STATION RECOVERY (1998)
 BN0387
 BN0387'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0734 ***********************************************************************
 AE0734  DESIGNATION -  K 770
 AE0734  PID         -  AE0734
 AE0734  STATE/COUNTY-  TX/STARR
 AE0734  USGS QUAD   -  EL CHAPOTE CREEK (1972)
 AE0734
 AE0734                         *CURRENT SURVEY CONTROL
 AE0734  ___________________________________________________________________
 AE0734* NAD 83(1986)-  26 32 19.     (N)    098 54 43.     (W)     SCALED    
 AE0734* NAVD 88     -       109.618  (meters)     359.64   (feet)  ADJUSTED  
 AE0734  ___________________________________________________________________
 AE0734  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 AE0734  DYNAMIC HT  -         109.439 (meters)     359.05  (feet)  COMP
 AE0734  MODELED GRAV-     979,006.0   (mgal)                       NAVD 88
 AE0734
 AE0734  VERT ORDER  -  SECOND    CLASS 0
 AE0734
 AE0734.The horizontal coordinates were scaled from a topographic map and have
 AE0734.an estimated accuracy of +/- 6 seconds.
 AE0734
 AE0734.The orthometric height was determined by differential leveling
 AE0734.and adjusted by the National Geodetic Survey in June 1991..
 AE0734
 AE0734.The geoid height was determined by GEOID03.
 AE0734
 AE0734.The dynamic height is computed by dividing the NAVD 88
 AE0734.geopotential number by the normal gravity value computed on the
 AE0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0734.degrees latitude (g = 980.6199 gals.).
 AE0734
 AE0734.The modeled gravity was interpolated from observed gravity values.
 AE0734
 AE0734;                    North         East    Units  Estimated Accuracy
 AE0734;SPC TX S     - 5,096,670.      258,950.      MT  (+/- 180 meters Scaled)
 AE0734
 AE0734                          SUPERSEDED SURVEY CONTROL
 AE0734
 AE0734  NGVD 29 (??/??/92)  109.671  (m)          359.81   (f) ADJ UNCH    2 0
 AE0734
 AE0734.Superseded values are not recommended for survey control.
 AE0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0734.See file dsdata.txt to determine how the superseded data were derived.
 AE0734
 AE0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ087353(NAD 83)
 AE0734_MARKER: DB = BENCH MARK DISK
 AE0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0734_STAMPING: K 770 1940
 AE0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0734+STABILITY: SURFACE MOTION
 AE0734
 AE0734  HISTORY     - Date     Condition        Report By
 AE0734  HISTORY     - 1942     MONUMENTED       CGS
 AE0734
 AE0734                          STATION DESCRIPTION
 AE0734
 AE0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0734'9.8 MI N FROM GARCENO.
 AE0734'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND THE HEBBRONVILLE
 AE0734'ROAD AT GARCENO, PROCEED 9.8 MILES NORTHERLY ALONG THE HEBBRONVILLE
 AE0734'ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.15 MILE NORTH OF THE EAST
 AE0734'HEADWALL OF A 1.5 FOOT PIPE CULVERT UNDER THE ROAD. IT IS 30.5 FEET
 AE0734'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.
 AE0734'MONUMENT IS 2.4 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AE0734'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0798 ***********************************************************************
 AE0798  DESIGNATION -  K 771
 AE0798  PID         -  AE0798
 AE0798  STATE/COUNTY-  TX/JIM HOGG
 AE0798  USGS QUAD   -  CUEVITAS SW (1972)
 AE0798
 AE0798                         *CURRENT SURVEY CONTROL
 AE0798  ___________________________________________________________________
 AE0798* NAD 83(1986)-  26 45 26.     (N)    098 56 23.     (W)     SCALED    
 AE0798* NAVD 88     -       127.370  (meters)     417.88   (feet)  ADJUSTED  
 AE0798  ___________________________________________________________________
 AE0798  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 AE0798  DYNAMIC HT  -         127.162 (meters)     417.20  (feet)  COMP
 AE0798  MODELED GRAV-     979,017.2   (mgal)                       NAVD 88
 AE0798
 AE0798  VERT ORDER  -  SECOND    CLASS 0
 AE0798
 AE0798.The horizontal coordinates were scaled from a topographic map and have
 AE0798.an estimated accuracy of +/- 6 seconds.
 AE0798
 AE0798.The orthometric height was determined by differential leveling
 AE0798.and adjusted by the National Geodetic Survey in June 1991..
 AE0798
 AE0798.The geoid height was determined by GEOID03.
 AE0798
 AE0798.The dynamic height is computed by dividing the NAVD 88
 AE0798.geopotential number by the normal gravity value computed on the
 AE0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0798.degrees latitude (g = 980.6199 gals.).
 AE0798
 AE0798.The modeled gravity was interpolated from observed gravity values.
 AE0798
 AE0798;                    North         East    Units  Estimated Accuracy
 AE0798;SPC TX S     - 5,120,900.      256,270.      MT  (+/- 180 meters Scaled)
 AE0798
 AE0798                          SUPERSEDED SURVEY CONTROL
 AE0798
 AE0798  NGVD 29 (??/??/92)  127.422  (m)          418.05   (f) ADJ UNCH    2 0
 AE0798
 AE0798.Superseded values are not recommended for survey control.
 AE0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0798.See file dsdata.txt to determine how the superseded data were derived.
 AE0798
 AE0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ059595(NAD 83)
 AE0798_MARKER: DB = BENCH MARK DISK
 AE0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0798_STAMPING: K 771 1942
 AE0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0798+STABILITY: SURFACE MOTION
 AE0798
 AE0798  HISTORY     - Date     Condition        Report By
 AE0798  HISTORY     - 1942     MONUMENTED       CGS
 AE0798  HISTORY     - 1972     POOR             USGS
 AE0798
 AE0798                          STATION DESCRIPTION
 AE0798
 AE0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0798'10.7 MI SW FROM GUERRA.
 AE0798'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0798'GUERRA) PROCEED 8.1 MILE SOUTHWESTERLY ALONG A DIRT ROAD TO SITE OF
 AE0798'BENCH MARK.  BENCH MARK IS AT THE TOP OF A SLIGHT GRADE, 30.0 FEET
 AE0798'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF DIRT ROAD.
 AE0798'MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST, AND
 AE0798'PROJECTS 0.4 FOOT.
 AE0798
 AE0798                          STATION RECOVERY (1972)
 AE0798
 AE0798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0798'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0854 ***********************************************************************
 AE0854  DESIGNATION -  K 772
 AE0854  PID         -  AE0854
 AE0854  STATE/COUNTY-  TX/STARR
 AE0854  USGS QUAD   -  VIBORAS (1993)
 AE0854
 AE0854                         *CURRENT SURVEY CONTROL
 AE0854  ___________________________________________________________________
 AE0854* NAD 83(1986)-  26 41 01.     (N)    098 46 57.     (W)     SCALED    
 AE0854* NAVD 88     -       133.438  (meters)     437.79   (feet)  ADJUSTED  
 AE0854  ___________________________________________________________________
 AE0854  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 AE0854  DYNAMIC HT  -         133.219 (meters)     437.07  (feet)  COMP
 AE0854  MODELED GRAV-     979,004.5   (mgal)                       NAVD 88
 AE0854
 AE0854  VERT ORDER  -  SECOND    CLASS 0
 AE0854
 AE0854.The horizontal coordinates were scaled from a topographic map and have
 AE0854.an estimated accuracy of +/- 6 seconds.
 AE0854
 AE0854.The orthometric height was determined by differential leveling
 AE0854.and adjusted by the National Geodetic Survey in June 1991..
 AE0854
 AE0854.The geoid height was determined by GEOID03.
 AE0854
 AE0854.The dynamic height is computed by dividing the NAVD 88
 AE0854.geopotential number by the normal gravity value computed on the
 AE0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0854.degrees latitude (g = 980.6199 gals.).
 AE0854
 AE0854.The modeled gravity was interpolated from observed gravity values.
 AE0854
 AE0854;                    North         East    Units  Estimated Accuracy
 AE0854;SPC TX S     - 5,112,700.      271,890.      MT  (+/- 180 meters Scaled)
 AE0854
 AE0854                          SUPERSEDED SURVEY CONTROL
 AE0854
 AE0854  NGVD 29 (??/??/92)  133.482  (m)          437.93   (f) ADJ UNCH    2 0
 AE0854
 AE0854.Superseded values are not recommended for survey control.
 AE0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0854.See file dsdata.txt to determine how the superseded data were derived.
 AE0854
 AE0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ216514(NAD 83)
 AE0854_MARKER: DB = BENCH MARK DISK
 AE0854_SETTING: 66 = SET IN ROCK OUTCROP
 AE0854_SP_SET: LIME STONE BED ROCK
 AE0854_STAMPING: K 772 1942
 AE0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0854+STABILITY: POSITION/ELEVATION WELL
 AE0854
 AE0854  HISTORY     - Date     Condition        Report By
 AE0854  HISTORY     - 1942     MONUMENTED       CGS
 AE0854  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0854
 AE0854                          STATION DESCRIPTION
 AE0854
 AE0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0854'16.6 MI W FROM LA GLORIA.
 AE0854'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 16.6 MILES
 AE0854'WESTERLY ALONG A COUNTY GRADED ROAD TO THE WEST SLOPE OF A ROCKY HILL
 AE0854'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF
 AE0854'A LARGE LIME STONE BED ROCK.  IT IS 19.0 FEET SOUTH OF AND ABOUT THE
 AE0854'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 7.3 FEET NORTH OF THE
 AE0854'SOUTH RIGHT-OF-WAY FENCE.
 AE0854
 AE0854                          STATION RECOVERY (1972)
 AE0854
 AE0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1112 ***********************************************************************
 AE1112  DESIGNATION -  K 774
 AE1112  PID         -  AE1112
 AE1112  STATE/COUNTY-  TX/ZAPATA
 AE1112  USGS QUAD   -  BECKWITH ARM (1980)
 AE1112
 AE1112                         *CURRENT SURVEY CONTROL
 AE1112  ___________________________________________________________________
 AE1112* NAD 83(1986)-  26 38 49.     (N)    099 09 25.     (W)     SCALED    
 AE1112* NAVD 88     -        93.233  (meters)     305.88   (feet)  ADJUSTED  
 AE1112  ___________________________________________________________________
 AE1112  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 AE1112  DYNAMIC HT  -          93.082 (meters)     305.39  (feet)  COMP
 AE1112  MODELED GRAV-     979,023.9   (mgal)                       NAVD 88
 AE1112
 AE1112  VERT ORDER  -  FIRST     CLASS II
 AE1112
 AE1112.The horizontal coordinates were scaled from a topographic map and have
 AE1112.an estimated accuracy of +/- 6 seconds.
 AE1112
 AE1112.The orthometric height was determined by differential leveling
 AE1112.and adjusted by the National Geodetic Survey in June 1991..
 AE1112
 AE1112.The geoid height was determined by GEOID03.
 AE1112
 AE1112.The dynamic height is computed by dividing the NAVD 88
 AE1112.geopotential number by the normal gravity value computed on the
 AE1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1112.degrees latitude (g = 980.6199 gals.).
 AE1112
 AE1112.The modeled gravity was interpolated from observed gravity values.
 AE1112
 AE1112;                    North         East    Units  Estimated Accuracy
 AE1112;SPC TX S     - 5,108,780.      234,600.      MT  (+/- 180 meters Scaled)
 AE1112
 AE1112                          SUPERSEDED SURVEY CONTROL
 AE1112
 AE1112  NGVD 29 (??/??/92)   93.273  (m)          306.01   (f) ADJ UNCH    1 2
 AE1112
 AE1112.Superseded values are not recommended for survey control.
 AE1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1112.See file dsdata.txt to determine how the superseded data were derived.
 AE1112
 AE1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ843473(NAD 83)
 AE1112_MARKER: DB = BENCH MARK DISK
 AE1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1112_SP_SET: CULVERT
 AE1112_STAMPING: K 774 1942
 AE1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1112
 AE1112  HISTORY     - Date     Condition        Report By
 AE1112  HISTORY     - 1942     MONUMENTED       CGS
 AE1112  HISTORY     - 1956     GOOD             NGS
 AE1112
 AE1112                          STATION DESCRIPTION
 AE1112
 AE1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1112'5.9 MI NW FROM FALCON HIGHTS.
 AE1112'0.1 MILE NORTH ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1112'HIGHTS, THENCE 5.8 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 83, 0.2 MILE
 AE1112'NORTHWEST OF A CATTLE GUARD, 33 FEET NORTHEAST OF THE CENTER LINE OF
 AE1112'THE OLD HIGHWAY, 3 FEET BELOW THE LEVEL OF THE OLD HIGHWAY, SET IN THE
 AE1112'TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE
 AE1112'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0967 ***********************************************************************
 AJ0967  DESIGNATION -  K 775 RESET 1970
 AJ0967  PID         -  AJ0967
 AJ0967  STATE/COUNTY-  TX/ZAPATA
 AJ0967  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0967
 AJ0967                         *CURRENT SURVEY CONTROL
 AJ0967  ___________________________________________________________________
 AJ0967* NAD 83(1986)-  27 02 33.     (N)    099 25 41.     (W)     SCALED    
 AJ0967* NAVD 88     -       103.95   (meters)     341.0    (feet)  RESET     
 AJ0967  ___________________________________________________________________
 AJ0967  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AJ0967
 AJ0967  VERT ORDER  -  THIRD
 AJ0967
 AJ0967.The horizontal coordinates were scaled from a topographic map and have
 AJ0967.an estimated accuracy of +/- 6 seconds.
 AJ0967
 AJ0967.The orthometric height was computed from unverified reset data.
 AJ0967
 AJ0967.The geoid height was determined by GEOID03.
 AJ0967
 AJ0967;                    North         East    Units  Estimated Accuracy
 AJ0967;SPC TX S     - 5,152,770.      207,930.      MT  (+/- 180 meters Scaled)
 AJ0967
 AJ0967                          SUPERSEDED SURVEY CONTROL
 AJ0967
 AJ0967.No superseded survey control is available for this station.
 AJ0967
 AJ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ575912(NAD 83)
 AJ0967_MARKER: DB = BENCH MARK DISK
 AJ0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0967_STAMPING: K 775 RESET 1970
 AJ0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0967+STABILITY: SURFACE MOTION
 AJ0967
 AJ0967  HISTORY     - Date     Condition        Report By
 AJ0967  HISTORY     - 1970     MONUMENTED       NGS
 AJ0967  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0967
 AJ0967                          STATION DESCRIPTION
 AJ0967
 AJ0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AJ0967'1.0 MI NE FROM SAN YGNACIO.
 AJ0967'ABOUT 0.1 MILE NORTHEAST ALONG FARM-TO-MARKET ROAD F.M. 3169 FROM THE
 AJ0967'CATHOLIC CHURCH AT SAN YGNACIO TO SITE OF BENCH MARK, 0.1 MILE
 AJ0967'SOUTHWEST OF A STEEP HILL, 61 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AJ0967'ROAD, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST OF
 AJ0967'A WHITE WOODEN WITNESS POST, AND 4 FEET LOWER THAN THE CENTER LINE OF
 AJ0967'F.M. 3169.  A C AND GS DISK SET IN A CONCRETE POST WHICH PROJECTS 0.4
 AJ0967'FOOT ABOVE SURFACE OF GROUND.
 AJ0967
 AJ0967                          STATION RECOVERY (1981)
 AJ0967
 AJ0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0967'MARK NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0132 ***********************************************************************
 AB0132  DESIGNATION -  K 776
 AB0132  PID         -  AB0132
 AB0132  STATE/COUNTY-  TX/CAMERON
 AB0132  USGS QUAD   -  PALMITO HILL (1983)
 AB0132
 AB0132                         *CURRENT SURVEY CONTROL
 AB0132  ___________________________________________________________________
 AB0132* NAD 83(1986)-  25 58 26.     (N)    097 17 02.     (W)     SCALED    
 AB0132* NAVD 88     -         3.236  (meters)      10.62   (feet)  ADJUSTED  
 AB0132  ___________________________________________________________________
 AB0132  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 AB0132  DYNAMIC HT  -           3.231 (meters)      10.60  (feet)  COMP
 AB0132  MODELED GRAV-     979,054.8   (mgal)                       NAVD 88
 AB0132
 AB0132  VERT ORDER  -  SECOND    CLASS 0
 AB0132
 AB0132.The horizontal coordinates were scaled from a topographic map and have
 AB0132.an estimated accuracy of +/- 6 seconds.
 AB0132
 AB0132.The orthometric height was determined by differential leveling
 AB0132.and adjusted by the National Geodetic Survey in June 1991..
 AB0132
 AB0132.The geoid height was determined by GEOID03.
 AB0132
 AB0132.The dynamic height is computed by dividing the NAVD 88
 AB0132.geopotential number by the normal gravity value computed on the
 AB0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0132.degrees latitude (g = 980.6199 gals.).
 AB0132
 AB0132.The modeled gravity was interpolated from observed gravity values.
 AB0132
 AB0132;                    North         East    Units  Estimated Accuracy
 AB0132;SPC TX S     - 5,034,630.      421,790.      MT  (+/- 180 meters Scaled)
 AB0132
 AB0132                          SUPERSEDED SURVEY CONTROL
 AB0132
 AB0132  NGVD 29 (??/??/92)    3.334  (m)           10.94   (f) ADJ UNCH    2 0
 AB0132
 AB0132.Superseded values are not recommended for survey control.
 AB0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0132.See file dsdata.txt to determine how the superseded data were derived.
 AB0132
 AB0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP717739(NAD 83)
 AB0132_MARKER: DB = BENCH MARK DISK
 AB0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0132_STAMPING: K 776 1942
 AB0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0132+STABILITY: SURFACE MOTION
 AB0132
 AB0132  HISTORY     - Date     Condition        Report By
 AB0132  HISTORY     - 1942     MONUMENTED       CGS
 AB0132  HISTORY     - 1949     GOOD             NGS
 AB0132
 AB0132                          STATION DESCRIPTION
 AB0132
 AB0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AB0132'15.9 MI NE FROM BROWNSVILLE.
 AB0132'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 4 AND STATE HIGHWAY
 AB0132'48, NE OF BROWNSVILLE, PROCEED NE ON HIGHWAY 4 ABOUT 12.6 MILES, TURN
 AB0132'LEFT (NORTH) ON GRADED ROAD 0.95 MILES TO N END OF SMALL BLUFF AND
 AB0132'BENCH MARK, 30 FT. E OF BLUFF BANK, 40 FT. W OF AND ABOUT 2.0 FT.
 AB0132'ABOVE CENTERLINE OF ROAD AND 42 FT. SW OF INTERSECTION OF GRADED ROAD
 AB0132'AND TRAIL AROUND N END OF BLUFF.  MARK IS A STANDARD DISK SET IN TOP
 AB0132'OF 6X6 INCH CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0104 ***********************************************************************
 AB0104  DESIGNATION -  K 777
 AB0104  PID         -  AB0104
 AB0104  STATE/COUNTY-  TX/CAMERON
 AB0104  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0104
 AB0104                         *CURRENT SURVEY CONTROL
 AB0104  ___________________________________________________________________
 AB0104* NAD 83(1986)-  25 53 38.     (N)    097 27 46.     (W)     SCALED    
 AB0104* NAVD 88     -         9.034  (meters)      29.64   (feet)  ADJUSTED  
 AB0104  ___________________________________________________________________
 AB0104  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 AB0104  DYNAMIC HT  -           9.020 (meters)      29.59  (feet)  COMP
 AB0104  MODELED GRAV-     979,028.4   (mgal)                       NAVD 88
 AB0104
 AB0104  VERT ORDER  -  SECOND    CLASS 0
 AB0104
 AB0104.The horizontal coordinates were scaled from a topographic map and have
 AB0104.an estimated accuracy of +/- 6 seconds.
 AB0104
 AB0104.The orthometric height was determined by differential leveling
 AB0104.and adjusted by the National Geodetic Survey in June 1991..
 AB0104
 AB0104.The geoid height was determined by GEOID03.
 AB0104
 AB0104.The dynamic height is computed by dividing the NAVD 88
 AB0104.geopotential number by the normal gravity value computed on the
 AB0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0104.degrees latitude (g = 980.6199 gals.).
 AB0104
 AB0104.The modeled gravity was interpolated from observed gravity values.
 AB0104
 AB0104;                    North         East    Units  Estimated Accuracy
 AB0104;SPC TX S     - 5,025,600.      403,950.      MT  (+/- 180 meters Scaled)
 AB0104
 AB0104                          SUPERSEDED SURVEY CONTROL
 AB0104
 AB0104  NGVD 29 (??/??/92)    9.125  (m)           29.94   (f) ADJ UNCH    2 0
 AB0104
 AB0104.Superseded values are not recommended for survey control.
 AB0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0104.See file dsdata.txt to determine how the superseded data were derived.
 AB0104
 AB0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP539648(NAD 83)
 AB0104_MARKER: DD = SURVEY DISK
 AB0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0104_STAMPING: K 777 1942
 AB0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0104+STABILITY: SURFACE MOTION
 AB0104
 AB0104  HISTORY     - Date     Condition        Report By
 AB0104  HISTORY     - 1942     MONUMENTED       IBC
 AB0104  HISTORY     - 1950     GOOD             NGS
 AB0104
 AB0104                          STATION DESCRIPTION
 AB0104
 AB0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0104'2.6 MI SE FROM BROWNSVILLE.
 AB0104'TO REACH FROM THE INTERSECTION OF E 14TH STREET AND EAST TYLER STREET
 AB0104'IN BROWNSVILLE, PROCEED SE. ON EAST TYLER STREET FOR 1.6 MILES TO A
 AB0104'ROAD CROSSING THE LEVEE.  CONTINUE SE. ON ROAD ON TOP OF THE LEVEE FOR
 AB0104'0.4 MILE TO SITE OF BENCH MARK.  BENCH MARK IS APPROXIMATELY 300 FT.
 AB0104'SE. OF THE INTERSECTION OF A ROAD CROSSING THE LEVEE.  66 FEET NE. OF
 AB0104'AND APPROXIMATELY 10 FEET BELOW THE CENTERLINE OF THE ROAD ON TOP OF
 AB0104'THE LEVEE.  3.0 FEET E. OF A 4X4 INCH WITNESS POST.  AN I.B.C. DISK
 AB0104'SET IN CONCRETE POST PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0583 ***********************************************************************
 AJ0583  DESIGNATION -  K 778
 AJ0583  PID         -  AJ0583
 AJ0583  STATE/COUNTY-  TX/JIM HOGG
 AJ0583  USGS QUAD   -  MC CAMPBELL RANCH (1972)
 AJ0583
 AJ0583                         *CURRENT SURVEY CONTROL
 AJ0583  ___________________________________________________________________
 AJ0583* NAD 83(1986)-  27 12 04.     (N)    098 44 29.     (W)     SCALED    
 AJ0583* NAVD 88     -       190.963  (meters)     626.52   (feet)  ADJUSTED  
 AJ0583  ___________________________________________________________________
 AJ0583  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AJ0583  DYNAMIC HT  -         190.655 (meters)     625.51  (feet)  COMP
 AJ0583  MODELED GRAV-     979,028.3   (mgal)                       NAVD 88
 AJ0583
 AJ0583  VERT ORDER  -  SECOND    CLASS 0
 AJ0583
 AJ0583.The horizontal coordinates were scaled from a topographic map and have
 AJ0583.an estimated accuracy of +/- 6 seconds.
 AJ0583
 AJ0583.The orthometric height was determined by differential leveling
 AJ0583.and adjusted by the National Geodetic Survey in June 1991..
 AJ0583
 AJ0583.The geoid height was determined by GEOID03.
 AJ0583
 AJ0583.The dynamic height is computed by dividing the NAVD 88
 AJ0583.geopotential number by the normal gravity value computed on the
 AJ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0583.degrees latitude (g = 980.6199 gals.).
 AJ0583
 AJ0583.The modeled gravity was interpolated from observed gravity values.
 AJ0583
 AJ0583;                    North         East    Units  Estimated Accuracy
 AJ0583;SPC TX S     - 5,170,030.      276,090.      MT  (+/- 180 meters Scaled)
 AJ0583
 AJ0583                          SUPERSEDED SURVEY CONTROL
 AJ0583
 AJ0583  NGVD 29 (??/??/92)  190.986  (m)          626.59   (f) ADJ UNCH    2 0
 AJ0583
 AJ0583.Superseded values are not recommended for survey control.
 AJ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0583.See file dsdata.txt to determine how the superseded data were derived.
 AJ0583
 AJ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR256087(NAD 83)
 AJ0583_MARKER: DB = BENCH MARK DISK
 AJ0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0583_STAMPING: K 778 1943
 AJ0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0583+STABILITY: SURFACE MOTION
 AJ0583
 AJ0583  HISTORY     - Date     Condition        Report By
 AJ0583  HISTORY     - 1943     MONUMENTED       CGS
 AJ0583  HISTORY     - 1968     MARK NOT FOUND   NGS
 AJ0583
 AJ0583                          STATION DESCRIPTION
 AJ0583
 AJ0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 AJ0583'8.6 MI SW FROM HEBBRONVILLE.
 AJ0583'ABOUT 8.6 MILES SOUTHWEST ALONG THE ZAPATA ROAD (FARM-TO-MARKET ROAD
 AJ0583'496) FROM THE JUNCTION OF STATE HIGHWAY 285 AT HEBBRONVILLE, JIM HOGG
 AJ0583'COUNTY, 0.6 MILE SOUTH OF A CATTLE GUARD AND THE JUNCTION OF A ROAD
 AJ0583'LEADING WEST, IN A SMALL FLAT AREA, 45 FEET EAST OF THE CENTER LINE OF
 AJ0583'THE ROAD, 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 2.5 FEET NORTH
 AJ0583'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 778 1943
 AJ0583'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 AJ0583'GROUND.  NOTE-- THE FENCE LINE AND WOODEN WITNESS POST NO LONGER
 AJ0583'EXIST.  THE ROAD RIGHT-OF-WAY HAS BEEN WIDENED, A CONCRETE CULVERT HAS
 AJ0583'BEEN BUILT AT THE SITE.  THE BENCH MARK MAY BE COVERED AS CONSIDERABLE
 AJ0583'AMOUNT OF DIRT HAS BEEN FILLED IN AT THE SITE OR WAS DESTROYED DURING
 AJ0583'CLEARING OF THE RIGHT-OF-WAY WHEN IMPROVEMENTS WERE MADE. THE ROAD IS
 AJ0583'NOW STATE HIGHWAY 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0030 ***********************************************************************
 BO0030  DESIGNATION -  K 78
 BO0030  PID         -  BO0030
 BO0030  STATE/COUNTY-  TX/EDWARDS
 BO0030  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0030
 BO0030                         *CURRENT SURVEY CONTROL
 BO0030  ___________________________________________________________________
 BO0030* NAD 83(1986)-  30 06 03.     (N)    100 10 08.     (W)     SCALED    
 BO0030* NAVD 88     -       662.493  (meters)    2173.53   (feet)  ADJUSTED  
 BO0030  ___________________________________________________________________
 BO0030  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0030  DYNAMIC HT  -         661.512 (meters)    2170.31  (feet)  COMP
 BO0030  MODELED GRAV-     979,140.6   (mgal)                       NAVD 88
 BO0030
 BO0030  VERT ORDER  -  FIRST     CLASS II
 BO0030
 BO0030.The horizontal coordinates were scaled from a topographic map and have
 BO0030.an estimated accuracy of +/- 6 seconds.
 BO0030
 BO0030.The orthometric height was determined by differential leveling
 BO0030.and adjusted by the National Geodetic Survey in June 1991..
 BO0030
 BO0030.The geoid height was determined by GEOID03.
 BO0030
 BO0030.The dynamic height is computed by dividing the NAVD 88
 BO0030.geopotential number by the normal gravity value computed on the
 BO0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0030.degrees latitude (g = 980.6199 gals.).
 BO0030
 BO0030.The modeled gravity was interpolated from observed gravity values.
 BO0030
 BO0030;                    North         East    Units  Estimated Accuracy
 BO0030;SPC TXSC     - 4,251,870.      487,340.      MT  (+/- 180 meters Scaled)
 BO0030
 BO0030                          SUPERSEDED SURVEY CONTROL
 BO0030
 BO0030  NGVD 29 (??/??/92)  662.437  (m)         2173.35   (f) ADJ UNCH    1 2
 BO0030
 BO0030.Superseded values are not recommended for survey control.
 BO0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0030.See file dsdata.txt to determine how the superseded data were derived.
 BO0030
 BO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU873305(NAD 83)
 BO0030_MARKER: DB = BENCH MARK DISK
 BO0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0030_STAMPING: 2173.345 K 78 1921
 BO0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0030+STABILITY: SURFACE MOTION
 BO0030
 BO0030  HISTORY     - Date     Condition        Report By
 BO0030  HISTORY     - 1931     MONUMENTED       CGS
 BO0030  HISTORY     - 1971     GOOD             USGS
 BO0030
 BO0030                          STATION DESCRIPTION
 BO0030
 BO0030'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BO0030'6.9 MI NE FROM ROCK SPRINGS.
 BO0030'2.0 MILES NORTHEAST ALONG U.S. 377 ST. HIGHWAY 41 FROM JUNCTION WITH
 BO0030'STATE HIGHWAY 55 IN ROCKSPRINGS TO A JUNCTION WITH RANCH ROAD 2630
 BO0030'THENCE 4.8 MILES NORTHERLY ALONG RANCH ROAD.  AT A CURVE IN THE
 BO0030'HIGHWAY, ABOUT 90 FEET SOUTHEAST OF THE SOUTH END CONCRETE LOW WATER
 BO0030'CROSSING.  4 FEET NORTH AND 9 FEET EAST OF A FENCE ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0680 ***********************************************************************
 AJ0680  DESIGNATION -  K 780
 AJ0680  PID         -  AJ0680
 AJ0680  STATE/COUNTY-  TX/JIM HOGG
 AJ0680  USGS QUAD   -  ARMSTRONG RANCH (1972)
 AJ0680
 AJ0680                         *CURRENT SURVEY CONTROL
 AJ0680  ___________________________________________________________________
 AJ0680* NAD 83(1986)-  27 14 46.     (N)    098 48 14.     (W)     SCALED    
 AJ0680* NAVD 88     -       217.907  (meters)     714.92   (feet)  POSTED    
 AJ0680  ___________________________________________________________________
 AJ0680  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AJ0680  DYNAMIC HT  -         217.560 (meters)     713.78  (feet)  COMP
 AJ0680  MODELED GRAV-     979,026.0   (mgal)                       NAVD 88
 AJ0680
 AJ0680  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0680
 AJ0680.The horizontal coordinates were scaled from a topographic map and have
 AJ0680.an estimated accuracy of +/- 6 seconds.
 AJ0680
 AJ0680.The orthometric height was determined by differential leveling
 AJ0680.and adjusted by the National Geodetic Survey in 1992..
 AJ0680.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0680.rate of 0.0 thru 1.0 mm/km.
 AJ0680
 AJ0680.The geoid height was determined by GEOID03.
 AJ0680
 AJ0680.The dynamic height is computed by dividing the NAVD 88
 AJ0680.geopotential number by the normal gravity value computed on the
 AJ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0680.degrees latitude (g = 980.6199 gals.).
 AJ0680
 AJ0680.The modeled gravity was interpolated from observed gravity values.
 AJ0680
 AJ0680;                    North         East    Units  Estimated Accuracy
 AJ0680;SPC TX S     - 5,175,030.      269,910.      MT  (+/- 180 meters Scaled)
 AJ0680
 AJ0680                          SUPERSEDED SURVEY CONTROL
 AJ0680
 AJ0680  NGVD 29 (??/??/92)  217.929  (m)          714.99   (f) ADJ UNCH    2 0
 AJ0680
 AJ0680.Superseded values are not recommended for survey control.
 AJ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0680.See file dsdata.txt to determine how the superseded data were derived.
 AJ0680
 AJ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR194137(NAD 83)
 AJ0680_MARKER: DB = BENCH MARK DISK
 AJ0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0680_STAMPING: K 780 1943
 AJ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0680+STABILITY: SURFACE MOTION
 AJ0680
 AJ0680  HISTORY     - Date     Condition        Report By
 AJ0680  HISTORY     - 1943     MONUMENTED       CGS
 AJ0680  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0680
 AJ0680                          STATION DESCRIPTION
 AJ0680
 AJ0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0680'11.5 MI SW FROM HEBBRONVILLE.
 AJ0680'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0680'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0680'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO.  GO 1.6 MILES.
 AJ0680'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 9.5 MILES TO
 AJ0680'SITE OF BENCH MARK.  BENCH MARK IS ON TOP OF A SMALL KNOLL ABOUT 0.8
 AJ0680'MILE WEST OF A LARGE WINDMILL.  35 FEET NORTH OF AND ABOUT 2.0 FEET
 AJ0680'ABOVE THE CENTERLINE OF THE ROAD.  AND 3.0 FEET WEST OF A 4 BY 4 INCH
 AJ0680'WOODEN MARKER POST.
 AJ0680
 AJ0680                          STATION RECOVERY (1972)
 AJ0680
 AJ0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0952 ***********************************************************************
 AE0952  DESIGNATION -  K 782
 AE0952  PID         -  AE0952
 AE0952  STATE/COUNTY-  TX/JIM HOGG
 AE0952  USGS QUAD   -  AGUA NUEVA NW (1972)
 AE0952
 AE0952                         *CURRENT SURVEY CONTROL
 AE0952  ___________________________________________________________________
 AE0952* NAD 83(1986)-  26 54 34.     (N)    098 39 05.     (W)     SCALED    
 AE0952* NAVD 88     -       146.580  (meters)     480.90   (feet)  ADJUSTED  
 AE0952  ___________________________________________________________________
 AE0952  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AE0952  DYNAMIC HT  -         146.340 (meters)     480.12  (feet)  COMP
 AE0952  MODELED GRAV-     979,008.3   (mgal)                       NAVD 88
 AE0952
 AE0952  VERT ORDER  -  SECOND    CLASS 0
 AE0952
 AE0952.The horizontal coordinates were scaled from a topographic map and have
 AE0952.an estimated accuracy of +/- 6 seconds.
 AE0952
 AE0952.The orthometric height was determined by differential leveling
 AE0952.and adjusted by the National Geodetic Survey in June 1991..
 AE0952
 AE0952.The geoid height was determined by GEOID03.
 AE0952
 AE0952.The dynamic height is computed by dividing the NAVD 88
 AE0952.geopotential number by the normal gravity value computed on the
 AE0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0952.degrees latitude (g = 980.6199 gals.).
 AE0952
 AE0952.The modeled gravity was interpolated from observed gravity values.
 AE0952
 AE0952;                    North         East    Units  Estimated Accuracy
 AE0952;SPC TX S     - 5,137,700.      284,960.      MT  (+/- 180 meters Scaled)
 AE0952
 AE0952                          SUPERSEDED SURVEY CONTROL
 AE0952
 AE0952  NGVD 29 (??/??/92)  146.624  (m)          481.05   (f) ADJ UNCH    2 0
 AE0952
 AE0952.Superseded values are not recommended for survey control.
 AE0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0952.See file dsdata.txt to determine how the superseded data were derived.
 AE0952
 AE0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ346764(NAD 83)
 AE0952_MARKER: DB = BENCH MARK DISK
 AE0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0952_STAMPING: K 782 1943
 AE0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0952+STABILITY: SURFACE MOTION
 AE0952
 AE0952  HISTORY     - Date     Condition        Report By
 AE0952  HISTORY     - 1943     MONUMENTED       CGS
 AE0952  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0952
 AE0952                          STATION DESCRIPTION
 AE0952
 AE0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0952'5.7 MI SW FROM AGUA NUEVA.
 AE0952'TO REACH FROM THE POST OFFICE AT AGUA NUEVA, PROCEED SOUTHERLY ON THE
 AE0952'ROAD TO RIO GRANDE CITY, GO 1.7 MILES.  TURN WESTERLY (RIGHT) ONTO A
 AE0952'TRACK ROAD TO THE T. T. EAST RANCH HEADQUARTERS AND GO 4.0 MILES TO
 AE0952'SITE OF BENCH MARK.  BENCH MARK IS AT THE POINT WHERE THE TRACK ROAD
 AE0952'DIVIDES AROUND A SAND DUNE.  IT IS 15 FEET NORTH OF THE CENTERLINE OF
 AE0952'THE SOUTH TRACK.  12 FEET SOUTH OF THE CENTERLINE OF THE NORTH TRACK.
 AE0952'AND 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.
 AE0952
 AE0952                          STATION RECOVERY (1972)
 AE0952
 AE0952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0943 ***********************************************************************
 AE0943  DESIGNATION -  K 783
 AE0943  PID         -  AE0943
 AE0943  STATE/COUNTY-  TX/STARR
 AE0943  USGS QUAD   -  CUEVITAS (1972)
 AE0943
 AE0943                         *CURRENT SURVEY CONTROL
 AE0943  ___________________________________________________________________
 AE0943* NAD 83(1986)-  26 48 13.     (N)    098 47 42.     (W)     SCALED    
 AE0943* NAVD 88     -       156.601  (meters)     513.78   (feet)  ADJUSTED  
 AE0943  ___________________________________________________________________
 AE0943  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AE0943  DYNAMIC HT  -         156.344 (meters)     512.94  (feet)  COMP
 AE0943  MODELED GRAV-     979,002.2   (mgal)                       NAVD 88
 AE0943
 AE0943  VERT ORDER  -  SECOND    CLASS 0
 AE0943
 AE0943.The horizontal coordinates were scaled from a topographic map and have
 AE0943.an estimated accuracy of +/- 6 seconds.
 AE0943
 AE0943.The orthometric height was determined by differential leveling
 AE0943.and adjusted by the National Geodetic Survey in June 1991..
 AE0943
 AE0943.The geoid height was determined by GEOID03.
 AE0943
 AE0943.The dynamic height is computed by dividing the NAVD 88
 AE0943.geopotential number by the normal gravity value computed on the
 AE0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0943.degrees latitude (g = 980.6199 gals.).
 AE0943
 AE0943.The modeled gravity was interpolated from observed gravity values.
 AE0943
 AE0943;                    North         East    Units  Estimated Accuracy
 AE0943;SPC TX S     - 5,126,000.      270,670.      MT  (+/- 180 meters Scaled)
 AE0943
 AE0943                          SUPERSEDED SURVEY CONTROL
 AE0943
 AE0943  NGVD 29 (??/??/92)  156.641  (m)          513.91   (f) ADJ UNCH    2 0
 AE0943
 AE0943.Superseded values are not recommended for survey control.
 AE0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0943.See file dsdata.txt to determine how the superseded data were derived.
 AE0943
 AE0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ203647(NAD 83)
 AE0943_MARKER: DB = BENCH MARK DISK
 AE0943_SETTING: 66 = SET IN ROCK OUTCROP
 AE0943_SP_SET: LIMESTONE OUTCROP
 AE0943_STAMPING: K 783 1943
 AE0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0943+STABILITY: POSITION/ELEVATION WELL
 AE0943
 AE0943  HISTORY     - Date     Condition        Report By
 AE0943  HISTORY     - 1943     MONUMENTED       CGS
 AE0943  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0943
 AE0943                          STATION DESCRIPTION
 AE0943
 AE0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0943'5.1 MI NE FROM VIBORAS.
 AE0943'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED NORTHEASTERLY ON A
 AE0943'TRACK ROAD TO THE A. C. JONES RANCH AND GO 5.1 MILES TO GATE IN FENCE
 AE0943'ACROSS THE ROAD AT THE T. T. EAST PROPERTY LINE AND SITE OF BENCH
 AE0943'MARK.  BENCH MARK IS SET HORIZONTALLY IN TOP OF A LIMESTONE OUTCROP.
 AE0943'IT IS ABOUT 300 FEET EAST OF A LOCKED GATE IN FENCE ACROSS THE ROAD.
 AE0943'ABOUT 1.0 MILE SOUTHWEST OF A RANCH HOUSE.  14 FEET NORTH OF AND ABOUT
 AE0943'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  AND ON THE OUTSIDE
 AE0943'OF A SMALL CURVE.
 AE0943
 AE0943                          STATION RECOVERY (1972)
 AE0943
 AE0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1322 ***********************************************************************
 AX1322  DESIGNATION -  K 784
 AX1322  PID         -  AX1322
 AX1322  STATE/COUNTY-  TX/BASTROP
 AX1322  USGS QUAD   -  ROSANKY (1981)
 AX1322
 AX1322                         *CURRENT SURVEY CONTROL
 AX1322  ___________________________________________________________________
 AX1322* NAD 83(1986)-  29 56 27.     (N)    097 21 16.     (W)     SCALED    
 AX1322* NAVD 88     -       134.30   (+/-2cm)     440.6    (feet)  VERTCON   
 AX1322  ___________________________________________________________________
 AX1322  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX1322
 AX1322  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1322
 AX1322.The horizontal coordinates were scaled from a topographic map and have
 AX1322.an estimated accuracy of +/- 6 seconds.
 AX1322
 AX1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1322.The vertical order pertains to the NGVD 29 superseded value.
 AX1322
 AX1322.The geoid height was determined by GEOID03.
 AX1322
 AX1322;                    North         East    Units  Estimated Accuracy
 AX1322;SPC TX C     - 3,034,250.      987,570.      MT  (+/- 180 meters Scaled)
 AX1322
 AX1322                          SUPERSEDED SURVEY CONTROL
 AX1322
 AX1322  NGVD 29 (??/??/92)  134.24   (m)          440.4    (f) COMPUTED    1 2
 AX1322
 AX1322.Superseded values are not recommended for survey control.
 AX1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1322.See file dsdata.txt to determine how the superseded data were derived.
 AX1322
 AX1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU588133(NAD 83)
 AX1322_MARKER: DB = BENCH MARK DISK
 AX1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1322_STAMPING: K 784 1943
 AX1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1322+STABILITY: SURFACE MOTION
 AX1322
 AX1322  HISTORY     - Date     Condition        Report By
 AX1322  HISTORY     - 1943     MONUMENTED       CGS
 AX1322  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1322
 AX1322                          STATION DESCRIPTION
 AX1322
 AX1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1322'4.0 MI W FROM ROSANKY.
 AX1322'4.0 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1322'STATION AT ROSANKY, 0.1 MILE EAST OF THE STATION SIGN AT JORDAN, 90
 AX1322'FEET EAST OF A TRACK-ROAD CROSSING, 49 FEET NORTH OF THE CENTERLINE OF
 AX1322'THE MAIN TRACK, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF
 AX1322'A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE MAIN TRACK. A
 AX1322'STANDARD DISK, STAMPED K 784 1943 AND SET IN THE TOP OF A CONCRETE
 AX1322'POST PROJECTING 0.7 FOOT ABOVE GROUND.
 AX1322
 AX1322                          STATION RECOVERY (1964)
 AX1322
 AX1322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2130 ***********************************************************************
 AX2130  DESIGNATION -  K 785
 AX2130  PID         -  AX2130
 AX2130  STATE/COUNTY-  TX/CALDWELL
 AX2130  USGS QUAD   -  LOCKHART NORTH (1994)
 AX2130
 AX2130                         *CURRENT SURVEY CONTROL
 AX2130  ___________________________________________________________________
 AX2130* NAD 83(1986)-  29 53 03.     (N)    097 39 34.     (W)     SCALED    
 AX2130* NAVD 88     -       140.85   (+/-2cm)     462.1    (feet)  VERTCON   
 AX2130  ___________________________________________________________________
 AX2130  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2130
 AX2130  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2130
 AX2130.The horizontal coordinates were scaled from a topographic map and have
 AX2130.an estimated accuracy of +/- 6 seconds.
 AX2130
 AX2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2130.The vertical order pertains to the NGVD 29 superseded value.
 AX2130
 AX2130.The geoid height was determined by GEOID03.
 AX2130
 AX2130;                    North         East    Units  Estimated Accuracy
 AX2130;SPC TXSC     - 4,228,030.      729,480.      MT  (+/- 180 meters Scaled)
 AX2130
 AX2130                          SUPERSEDED SURVEY CONTROL
 AX2130
 AX2130  NGVD 29 (??/??/92)  140.772  (m)          461.85   (f) ADJ UNCH    1 2
 AX2130
 AX2130.Superseded values are not recommended for survey control.
 AX2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2130.See file dsdata.txt to determine how the superseded data were derived.
 AX2130
 AX2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU294067(NAD 83)
 AX2130_MARKER: DB = BENCH MARK DISK
 AX2130_SETTING: 80 = SET IN A BOULDER
 AX2130_SP_SET: BOULDER
 AX2130_STAMPING: K 785 1943
 AX2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2130+STABILITY: SURFACE MOTION
 AX2130
 AX2130  HISTORY     - Date     Condition        Report By
 AX2130  HISTORY     - 1943     MONUMENTED       CGS
 AX2130  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2130  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2130
 AX2130                          STATION DESCRIPTION
 AX2130
 AX2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2130'1.7 MI E FROM LOCKHART.
 AX2130'1.7 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX2130'STATION AT LOCKHART, 0.3 MILE WEST OF MILEPOST 35, ABOUT 425 FEET EAST
 AX2130'OF BRIDGE M 35.4, ON THE OUTSIDE OF A CURVE, 18 FEET SOUTH OF THE
 AX2130'CENTERLINE OF THE TRACK, 4 FEET LOWER THAN THE TRACK, AND IN THE TOP
 AX2130'OF A BOULDER.  A STANDARD DISK, STAMPED K 785 1943.  NOTE-- IT FALLS
 AX2130'AT A R.R. FILL BUT THERE IS NO BOULDER AS DESCRIBED ABOVE.  THE MARK
 AX2130'HAS EITHER BEEN COVERED UP OR DESTROYED.
 AX2130
 AX2130                          STATION RECOVERY (1963)
 AX2130
 AX2130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AX2130'MARK NOT FOUND.
 AX2130
 AX2130                          STATION RECOVERY (1999)
 AX2130
 AX2130'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2162 ***********************************************************************
 AX2162  DESIGNATION -  K 786
 AX2162  PID         -  AX2162
 AX2162  STATE/COUNTY-  TX/HAYS
 AX2162  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2162
 AX2162                         *CURRENT SURVEY CONTROL
 AX2162  ___________________________________________________________________
 AX2162* NAD 83(1986)-  29 51 16.     (N)    097 57 47.     (W)     SCALED    
 AX2162* NAVD 88     -       194.396  (meters)     637.78   (feet)  ADJUSTED  
 AX2162  ___________________________________________________________________
 AX2162  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 AX2162  DYNAMIC HT  -         194.121 (meters)     636.88  (feet)  COMP
 AX2162  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 AX2162
 AX2162  VERT ORDER  -  FIRST     CLASS II
 AX2162
 AX2162.The horizontal coordinates were scaled from a topographic map and have
 AX2162.an estimated accuracy of +/- 6 seconds.
 AX2162
 AX2162.The orthometric height was determined by differential leveling
 AX2162.and adjusted by the National Geodetic Survey in June 1991..
 AX2162
 AX2162.The geoid height was determined by GEOID03.
 AX2162
 AX2162.The dynamic height is computed by dividing the NAVD 88
 AX2162.geopotential number by the normal gravity value computed on the
 AX2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2162.degrees latitude (g = 980.6199 gals.).
 AX2162
 AX2162.The modeled gravity was interpolated from observed gravity values.
 AX2162
 AX2162;                    North         East    Units  Estimated Accuracy
 AX2162;SPC TXSC     - 4,224,440.      700,190.      MT  (+/- 180 meters Scaled)
 AX2162
 AX2162                          SUPERSEDED SURVEY CONTROL
 AX2162
 AX2162  NGVD 29 (??/??/92)  194.312  (m)          637.51   (f) ADJ UNCH    1 2
 AX2162
 AX2162.Superseded values are not recommended for survey control.
 AX2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2162.See file dsdata.txt to determine how the superseded data were derived.
 AX2162
 AX2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU001031(NAD 83)
 AX2162_MARKER: DB = BENCH MARK DISK
 AX2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2162_STAMPING: K 786 1943
 AX2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2162+STABILITY: SURFACE MOTION
 AX2162
 AX2162  HISTORY     - Date     Condition        Report By
 AX2162  HISTORY     - 1943     MONUMENTED       CGS
 AX2162  HISTORY     - 1959     GOOD             NGS
 AX2162  HISTORY     - 19910828 MARK NOT FOUND   USPSQD
 AX2162  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2162  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2162
 AX2162                          STATION DESCRIPTION
 AX2162
 AX2162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2162'2.3 MI SW FROM SAN MARCOS.
 AX2162'2.3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AX2162'STATION AT SAN MARCOS, HAYS COUNTY, 5 FEET SOUTHWEST OF THE THIRD POLE
 AX2162'NORTHEAST OF MILEPOST 212, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AX2162'TRACK, 72 FEET NORHWEST OF THE CENTERLINE OF THE MISSOURI-KANSAS-TEXAS
 AX2162'RAILROAD AND 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST. A
 AX2162'STANDARD DISK, STAMPED K 786 1943 AND SET IN THE TOP OF A CONCRETE
 AX2162'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX2162
 AX2162                          STATION RECOVERY (1991)
 AX2162
 AX2162'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2162'MARK NOT FOUND.
 AX2162
 AX2162                          STATION RECOVERY (1993)
 AX2162
 AX2162'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2162'MARK NOT FOUND.
 AX2162
 AX2162                          STATION RECOVERY (1999)
 AX2162
 AX2162'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2262 ***********************************************************************
 AX2262  DESIGNATION -  K 787
 AX2262  PID         -  AX2262
 AX2262  STATE/COUNTY-  TX/GUADALUPE
 AX2262  USGS QUAD   -  MARTINDALE (1994)
 AX2262
 AX2262                         *CURRENT SURVEY CONTROL
 AX2262  ___________________________________________________________________
 AX2262* NAD 83(1986)-  29 46 52.     (N)    097 51 04.     (W)     SCALED    
 AX2262* NAVD 88     -       165.50   (+/-2cm)     543.0    (feet)  VERTCON   
 AX2262  ___________________________________________________________________
 AX2262  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AX2262
 AX2262  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2262
 AX2262.The horizontal coordinates were scaled from a topographic map and have
 AX2262.an estimated accuracy of +/- 6 seconds.
 AX2262
 AX2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2262.The vertical order pertains to the NGVD 29 superseded value.
 AX2262
 AX2262.The geoid height was determined by GEOID03.
 AX2262
 AX2262;                    North         East    Units  Estimated Accuracy
 AX2262;SPC TXSC     - 4,216,410.      711,080.      MT  (+/- 180 meters Scaled)
 AX2262
 AX2262                          SUPERSEDED SURVEY CONTROL
 AX2262
 AX2262  NGVD 29 (??/??/92)  165.427  (m)          542.74   (f) ADJ UNCH    2 0
 AX2262
 AX2262.Superseded values are not recommended for survey control.
 AX2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2262.See file dsdata.txt to determine how the superseded data were derived.
 AX2262
 AX2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT110950(NAD 83)
 AX2262_MARKER: DB = BENCH MARK DISK
 AX2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2262_STAMPING: K 787 1943
 AX2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2262+STABILITY: SURFACE MOTION
 AX2262
 AX2262  HISTORY     - Date     Condition        Report By
 AX2262  HISTORY     - 1943     MONUMENTED       CGS
 AX2262  HISTORY     - 1959     MARK NOT FOUND   DOD
 AX2262  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2262  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2262
 AX2262                          STATION DESCRIPTION
 AX2262
 AX2262'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2262'0.8 MI W FROM STAPLES.
 AX2262'0.2 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE GRADE SCHOOL AT
 AX2262'STAPLES, GUADALUPE COUNTY, THENCE 0.6 MILE WEST ALONG THE ZORN ROAD.
 AX2262'0.15 MILE WEST OF A DIP IN THE ROAD, 0.1 MILE EAST OF A SMALL
 AX2262'FARMHOUSE, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 9 FEET WEST OF
 AX2262'A SMALL PECAN TREE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AX2262'LEVEL WITH THE ROAD.  NOTE-- THE ROAD HAS BEEN WIDENED AND DITCHED
 AX2262'RECENTLY, AND THE MARK WAS PROBABLY DESTROYED.
 AX2262
 AX2262                          STATION RECOVERY (1988)
 AX2262
 AX2262'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2262'MARK NOT FOUND.
 AX2262
 AX2262                          STATION RECOVERY (1993)
 AX2262
 AX2262'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2175 ***********************************************************************
 AX2175  DESIGNATION -  K 788
 AX2175  PID         -  AX2175
 AX2175  STATE/COUNTY-  TX/GUADALUPE
 AX2175  USGS QUAD   -  KINGSBURY (1994)
 AX2175
 AX2175                         *CURRENT SURVEY CONTROL
 AX2175  ___________________________________________________________________
 AX2175* NAD 83(1986)-  29 39 27.     (N)    097 49 05.     (W)     SCALED    
 AX2175* NAVD 88     -       184.33   (+/-2cm)     604.8    (feet)  VERTCON   
 AX2175  ___________________________________________________________________
 AX2175  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AX2175
 AX2175  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2175
 AX2175.The horizontal coordinates were scaled from a topographic map and have
 AX2175.an estimated accuracy of +/- 6 seconds.
 AX2175
 AX2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2175.The vertical order pertains to the NGVD 29 superseded value.
 AX2175
 AX2175.The geoid height was determined by GEOID03.
 AX2175
 AX2175;                    North         East    Units  Estimated Accuracy
 AX2175;SPC TXSC     - 4,202,750.      714,420.      MT  (+/- 180 meters Scaled)
 AX2175
 AX2175                          SUPERSEDED SURVEY CONTROL
 AX2175
 AX2175  NGVD 29 (??/??/92)  184.259  (m)          604.52   (f) ADJ UNCH    2 0
 AX2175
 AX2175.Superseded values are not recommended for survey control.
 AX2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2175.See file dsdata.txt to determine how the superseded data were derived.
 AX2175
 AX2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT143814(NAD 83)
 AX2175_MARKER: DB = BENCH MARK DISK
 AX2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2175_STAMPING: K 788 1943
 AX2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2175+STABILITY: SURFACE MOTION
 AX2175
 AX2175  HISTORY     - Date     Condition        Report By
 AX2175  HISTORY     - 1943     MONUMENTED       CGS
 AX2175  HISTORY     - 1959     GOOD             DOD
 AX2175  HISTORY     - 1988     GOOD             USPSQD
 AX2175  HISTORY     - 1990     GOOD             USPSQD
 AX2175  HISTORY     - 19930808 GOOD             USPSQD
 AX2175  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2175
 AX2175                          STATION DESCRIPTION
 AX2175
 AX2175'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2175'1 MI NE FROM KINGSBURY.
 AX2175'1.0 MILE NORTHEAST ALONG A GRAVEL ROAD LEADING TO PRAIRIE LEA FROM THE
 AX2175'SOUTHERN PACIFIC CO. RAILROAD STATION AT KINGSBURY, GUADALUPE COUNTY,
 AX2175'ABOUT 300 FEET WEST OF A SMALL ROAD DURVE, 21 FEET SOUTHEAST OF THE
 AX2175'CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 AX2175'3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.
 AX2175'NOTE-- THE MARK IS 129 FEET NORTH OF THE NORTH EDGE OF THE LARGEST
 AX2175'TREE.
 AX2175
 AX2175                          STATION RECOVERY (1988)
 AX2175
 AX2175'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2175'RECOVERED IN GOOD CONDITION.
 AX2175
 AX2175                          STATION RECOVERY (1990)
 AX2175
 AX2175'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2175'RECOVERED IN GOOD CONDITION.
 AX2175
 AX2175                          STATION RECOVERY (1993)
 AX2175
 AX2175'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2175'RECOVERED IN GOOD CONDITION.
 AX2175
 AX2175                          STATION RECOVERY (1999)
 AX2175
 AX2175'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2198 ***********************************************************************
 AX2198  DESIGNATION -  K 789
 AX2198  PID         -  AX2198
 AX2198  STATE/COUNTY-  TX/CALDWELL
 AX2198  USGS QUAD   -  MC MAHAN (1981)
 AX2198
 AX2198                         *CURRENT SURVEY CONTROL
 AX2198  ___________________________________________________________________
 AX2198* NAD 83(1986)-  29 46 33.     (N)    097 35 31.     (W)     SCALED    
 AX2198* NAVD 88     -       133.21   (+/-2cm)     437.0    (feet)  VERTCON   
 AX2198  ___________________________________________________________________
 AX2198  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2198
 AX2198  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2198
 AX2198.The horizontal coordinates were scaled from a topographic map and have
 AX2198.an estimated accuracy of +/- 6 seconds.
 AX2198
 AX2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2198.The vertical order pertains to the NGVD 29 superseded value.
 AX2198
 AX2198.The geoid height was determined by GEOID03.
 AX2198
 AX2198;                    North         East    Units  Estimated Accuracy
 AX2198;SPC TXSC     - 4,216,100.      736,140.      MT  (+/- 180 meters Scaled)
 AX2198
 AX2198                          SUPERSEDED SURVEY CONTROL
 AX2198
 AX2198  NGVD 29 (??/??/92)  133.147  (m)          436.83   (f) ADJ UNCH    2 0
 AX2198
 AX2198.Superseded values are not recommended for survey control.
 AX2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2198.See file dsdata.txt to determine how the superseded data were derived.
 AX2198
 AX2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT361947(NAD 83)
 AX2198_MARKER: DB = BENCH MARK DISK
 AX2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2198_STAMPING: K 789 1943
 AX2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2198+STABILITY: SURFACE MOTION
 AX2198
 AX2198  HISTORY     - Date     Condition        Report By
 AX2198  HISTORY     - 1943     MONUMENTED       CGS
 AX2198  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2198  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2198
 AX2198                          STATION DESCRIPTION
 AX2198
 AX2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2198'6.7 MI SW FROM MCMAHAN.
 AX2198'0.1 MILE WEST ALONG A PAVED ROAD LEADING TO LOCKHART FROM THE PUBLIC
 AX2198'SCHOOL AT MCMAHAN, CALDWELL COUNTY, THENCE 6.6 MILES SOUTHWEST ALONG A
 AX2198'GRADED ROAD LEADING TO LULING.  AT A GROUP OF OIL WELLS, AT A ROAD
 AX2198'INTERSECTION, ABOUT 250 FEET EAST OF THE NORTH-AND-SOUTH GRAVEL ROAD,
 AX2198'44 FEET WEST OF THE CENTERLINE OF THE LULING ROAD, 25 FEET NORTH OF
 AX2198'THE CENTERLINE OF THE EAST-AND-WEST ROAD, 1 FOOT EAST OF THE
 AX2198'RIGHT-OF-WAY FENCE, AND 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AX2198'POST.  A STANDARD DISK, STAMPED K 789 1943 AND SET IN THE TOP OF A
 AX2198'CONCRETE POST.
 AX2198
 AX2198                          STATION RECOVERY (1990)
 AX2198
 AX2198'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2198'MARK NOT FOUND.
 AX2198
 AX2198                          STATION RECOVERY (1993)
 AX2198
 AX2198'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1532 ***********************************************************************
 AX1532  DESIGNATION -  K 790
 AX1532  PID         -  AX1532
 AX1532  STATE/COUNTY-  TX/CALDWELL
 AX1532  USGS QUAD   -  DELHI (1981)
 AX1532
 AX1532                         *CURRENT SURVEY CONTROL
 AX1532  ___________________________________________________________________
 AX1532* NAD 83(1986)-  29 50 27.     (N)    097 25 35.     (W)     SCALED    
 AX1532* NAVD 88     -       157.45   (+/-2cm)     516.6    (feet)  VERTCON   
 AX1532  ___________________________________________________________________
 AX1532  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX1532
 AX1532  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1532
 AX1532.The horizontal coordinates were scaled from a topographic map and have
 AX1532.an estimated accuracy of +/- 6 seconds.
 AX1532
 AX1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1532.The vertical order pertains to the NGVD 29 superseded value.
 AX1532
 AX1532.The geoid height was determined by GEOID03.
 AX1532
 AX1532;                    North         East    Units  Estimated Accuracy
 AX1532;SPC TXSC     - 4,223,510.      752,050.      MT  (+/- 180 meters Scaled)
 AX1532
 AX1532                          SUPERSEDED SURVEY CONTROL
 AX1532
 AX1532  NGVD 29 (??/??/92)  157.38   (m)          516.3    (f) COMPUTED    2 0
 AX1532
 AX1532.Superseded values are not recommended for survey control.
 AX1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1532.See file dsdata.txt to determine how the superseded data were derived.
 AX1532
 AX1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU520021(NAD 83)
 AX1532_MARKER: DB = BENCH MARK DISK
 AX1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1532_STAMPING: K 790 1943
 AX1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1532+STABILITY: SURFACE MOTION
 AX1532
 AX1532  HISTORY     - Date     Condition        Report By
 AX1532  HISTORY     - 1943     MONUMENTED       CGS
 AX1532  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX1532  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1532
 AX1532                          STATION DESCRIPTION
 AX1532
 AX1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1532'6 MI E FROM MCMAHAN.
 AX1532'6.0 MILES EAST ALONG A GRADED ROAD LEADING TO DELHI FROM THE POST
 AX1532'OFFICE AT MCMAHAN, CALDWELL COUNTY, 2.5 MILES NORTHWEST OF THE ROAD
 AX1532'INTERSECTION AT DELHI, AT A SAND PIT, ABOUT 200 FEET NORTHWEST OF THE
 AX1532'ENTRANCE TO THE PIT, 40 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3
 AX1532'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 AX1532'THE ROAD.  A STANDARD DISK, STAMPED K 790 1943 AND SET IN THE TOP OF A
 AX1532'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AX1532
 AX1532                          STATION RECOVERY (1964)
 AX1532
 AX1532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX1532'MARK NOT FOUND.
 AX1532
 AX1532                          STATION RECOVERY (1999)
 AX1532
 AX1532'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1122 ***********************************************************************
 AE1122  DESIGNATION -  K 792
 AE1122  PID         -  AE1122
 AE1122  STATE/COUNTY-  TX/ZAPATA
 AE1122  USGS QUAD   -  BECKWITH ARM (1980)
 AE1122
 AE1122                         *CURRENT SURVEY CONTROL
 AE1122  ___________________________________________________________________
 AE1122* NAD 83(1986)-  26 41 56.     (N)    099 08 40.     (W)     SCALED    
 AE1122* NAVD 88     -        93.850  (meters)     307.91   (feet)  ADJUSTED  
 AE1122  ___________________________________________________________________
 AE1122  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AE1122  DYNAMIC HT  -          93.698 (meters)     307.41  (feet)  COMP
 AE1122  MODELED GRAV-     979,024.6   (mgal)                       NAVD 88
 AE1122
 AE1122  VERT ORDER  -  FIRST     CLASS II
 AE1122
 AE1122.The horizontal coordinates were scaled from a topographic map and have
 AE1122.an estimated accuracy of +/- 6 seconds.
 AE1122
 AE1122.The orthometric height was determined by differential leveling
 AE1122.and adjusted by the National Geodetic Survey in June 1991..
 AE1122
 AE1122.The geoid height was determined by GEOID03.
 AE1122
 AE1122.The dynamic height is computed by dividing the NAVD 88
 AE1122.geopotential number by the normal gravity value computed on the
 AE1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1122.degrees latitude (g = 980.6199 gals.).
 AE1122
 AE1122.The modeled gravity was interpolated from observed gravity values.
 AE1122
 AE1122;                    North         East    Units  Estimated Accuracy
 AE1122;SPC TX S     - 5,114,530.      235,870.      MT  (+/- 180 meters Scaled)
 AE1122
 AE1122                          SUPERSEDED SURVEY CONTROL
 AE1122
 AE1122  NGVD 29 (??/??/92)   93.910  (m)          308.10   (f) ADJ UNCH    1 2
 AE1122
 AE1122.Superseded values are not recommended for survey control.
 AE1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1122.See file dsdata.txt to determine how the superseded data were derived.
 AE1122
 AE1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ856530(NAD 83)
 AE1122_MARKER: DB = BENCH MARK DISK
 AE1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1122_STAMPING: K 792 1943
 AE1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1122+STABILITY: SURFACE MOTION
 AE1122
 AE1122  HISTORY     - Date     Condition        Report By
 AE1122  HISTORY     - 1943     MONUMENTED       CGS
 AE1122  HISTORY     - 1956     GOOD             NGS
 AE1122
 AE1122                          STATION DESCRIPTION
 AE1122
 AE1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1122'3.1 MI W FROM LOPENO.
 AE1122'0.5 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO,
 AE1122'THENCE 2.6 MILES SOUTHWEST ALONG A PRIVATE ROAD, 0.8 MILE SOUTHWEST OF
 AE1122'A LOPENO GAS COMPANY SUB STATION, 16 FEET SOUTHEAST OF THE CENTER LINE
 AE1122'OF A PRIVATE ROAD, 1 FOOT NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A
 AE1122'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 AE1122'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0996 ***********************************************************************
 AJ0996  DESIGNATION -  K 793
 AJ0996  PID         -  AJ0996
 AJ0996  STATE/COUNTY-  TX/ZAPATA
 AJ0996  USGS QUAD   -  LAS OVEJAS CREEK (1980)
 AJ0996
 AJ0996                         *CURRENT SURVEY CONTROL
 AJ0996  ___________________________________________________________________
 AJ0996* NAD 83(1986)-  27 13 11.     (N)    099 11 05.     (W)     SCALED    
 AJ0996* NAVD 88     -       163.979  (meters)     537.99   (feet)  ADJUSTED  
 AJ0996  ___________________________________________________________________
 AJ0996  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 AJ0996  DYNAMIC HT  -         163.715 (meters)     537.12  (feet)  COMP
 AJ0996  MODELED GRAV-     979,038.1   (mgal)                       NAVD 88
 AJ0996
 AJ0996  VERT ORDER  -  SECOND    CLASS 0
 AJ0996
 AJ0996.The horizontal coordinates were scaled from a topographic map and have
 AJ0996.an estimated accuracy of +/- 6 seconds.
 AJ0996
 AJ0996.The orthometric height was determined by differential leveling
 AJ0996.and adjusted by the National Geodetic Survey in June 1991..
 AJ0996
 AJ0996.The geoid height was determined by GEOID03.
 AJ0996
 AJ0996.The dynamic height is computed by dividing the NAVD 88
 AJ0996.geopotential number by the normal gravity value computed on the
 AJ0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0996.degrees latitude (g = 980.6199 gals.).
 AJ0996
 AJ0996.The modeled gravity was interpolated from observed gravity values.
 AJ0996
 AJ0996;                    North         East    Units  Estimated Accuracy
 AJ0996;SPC TX S     - 5,172,250.      232,180.      MT  (+/- 180 meters Scaled)
 AJ0996
 AJ0996                          SUPERSEDED SURVEY CONTROL
 AJ0996
 AJ0996  NGVD 29 (??/??/92)  164.019  (m)          538.12   (f) ADJ UNCH    2 0
 AJ0996
 AJ0996.Superseded values are not recommended for survey control.
 AJ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0996.See file dsdata.txt to determine how the superseded data were derived.
 AJ0996
 AJ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR817107(NAD 83)
 AJ0996_MARKER: DB = BENCH MARK DISK
 AJ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0996_STAMPING: K 793 1943
 AJ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0996+STABILITY: SURFACE MOTION
 AJ0996
 AJ0996  HISTORY     - Date     Condition        Report By
 AJ0996  HISTORY     - 1943     MONUMENTED       CGS
 AJ0996
 AJ0996                          STATION DESCRIPTION
 AJ0996
 AJ0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0996'22.7 MI NE FROM SAN YGNACIO.
 AJ0996'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 22.7 MILES
 AJ0996'NORTHEASTERLY ALONG A GRAVEL AND DIRT ROAD TO SITE OF BENCH MARK.
 AJ0996'BENCH MARK IS 0.4 MILE NORTH OF EL TRINIDAD RANCH HOUSE, 0.05 MILE
 AJ0996'SOUTH OF A CURVE IN ROAD.  IT IS 33.0 FEET EAST OF AND ABOUT THE SAME
 AJ0996'ELEVATION AS THE CENTERLINE OF ROAD.  MONUMENT IS 3.0 FEET SOUTH OF A
 AJ0996'4X4 INCH WHITE WOODEN MARKER POST, AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0938 ***********************************************************************
 AE0938  DESIGNATION -  K 794
 AE0938  PID         -  AE0938
 AE0938  STATE/COUNTY-  TX/JIM HOGG
 AE0938  USGS QUAD   -  CUEVITAS (1972)
 AE0938
 AE0938                         *CURRENT SURVEY CONTROL
 AE0938  ___________________________________________________________________
 AE0938* NAD 83(1986)-  26 50 38.     (N)    098 45 19.     (W)     SCALED    
 AE0938* NAVD 88     -       167.157  (meters)     548.41   (feet)  ADJUSTED  
 AE0938  ___________________________________________________________________
 AE0938  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AE0938  DYNAMIC HT  -         166.882 (meters)     547.51  (feet)  COMP
 AE0938  MODELED GRAV-     979,002.8   (mgal)                       NAVD 88
 AE0938
 AE0938  VERT ORDER  -  SECOND    CLASS 0
 AE0938
 AE0938.The horizontal coordinates were scaled from a topographic map and have
 AE0938.an estimated accuracy of +/- 6 seconds.
 AE0938
 AE0938.The orthometric height was determined by differential leveling
 AE0938.and adjusted by the National Geodetic Survey in June 1991..
 AE0938
 AE0938.The geoid height was determined by GEOID03.
 AE0938
 AE0938.The dynamic height is computed by dividing the NAVD 88
 AE0938.geopotential number by the normal gravity value computed on the
 AE0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0938.degrees latitude (g = 980.6199 gals.).
 AE0938
 AE0938.The modeled gravity was interpolated from observed gravity values.
 AE0938
 AE0938;                    North         East    Units  Estimated Accuracy
 AE0938;SPC TX S     - 5,130,450.      274,630.      MT  (+/- 180 meters Scaled)
 AE0938
 AE0938                          SUPERSEDED SURVEY CONTROL
 AE0938
 AE0938  NGVD 29 (??/??/92)  167.196  (m)          548.54   (f) ADJ UNCH    2 0
 AE0938
 AE0938.Superseded values are not recommended for survey control.
 AE0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0938.See file dsdata.txt to determine how the superseded data were derived.
 AE0938
 AE0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ243691(NAD 83)
 AE0938_MARKER: DB = BENCH MARK DISK
 AE0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0938_STAMPING: K 794 1943
 AE0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0938+STABILITY: SURFACE MOTION
 AE0938
 AE0938  HISTORY     - Date     Condition        Report By
 AE0938  HISTORY     - 1943     MONUMENTED       CGS
 AE0938  HISTORY     - 1973     MARK NOT FOUND   USGS
 AE0938
 AE0938                          STATION DESCRIPTION
 AE0938
 AE0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0938'13.7 MI SW FROM AGUA NUEVA.
 AE0938'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY - HEBBRONVILLE ROAD
 AE0938'AND A DIRT TRACK ROAD LEADING WEST THROUGH THE BORREGOS RANCH (3.9
 AE0938'MILES SOUTH OF THE POST OFFICE AT AGUA NUEVA), PROCEED 9.8 MILES
 AE0938'WESTERLY ALONG A DIRT TRACK ROAD TO THE TOP OF A SMALL HILL AND SITE
 AE0938'OF BENCH MARK.  BENCH MARK IS 0.8 MILE SOUTH OF A FIVE FOOT HEAVY NET
 AE0938'WIRE CORRAL FENCE.  IT IS 13.0 FEET WEST OF AND ABOUT THE SAME
 AE0938'ELEVATION AS THE CENTERLINE OF THE ROAD.  MONUMENT IS 2.2 FEET SOUTH
 AE0938'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4 FOOT ABOVE THE
 AE0938'GROUND.
 AE0938
 AE0938                          STATION RECOVERY (1973)
 AE0938
 AE0938'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AE0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0893 ***********************************************************************
 AJ0893  DESIGNATION -  K 795
 AJ0893  PID         -  AJ0893
 AJ0893  STATE/COUNTY-  TX/WEBB
 AJ0893  USGS QUAD   -  O'KEEFE LAKE (1979)
 AJ0893
 AJ0893                         *CURRENT SURVEY CONTROL
 AJ0893  ___________________________________________________________________
 AJ0893* NAD 83(1986)-  27 20 42.     (N)    099 23 20.     (W)     SCALED    
 AJ0893* NAVD 88     -       149.827  (meters)     491.56   (feet)  ADJUSTED  
 AJ0893  ___________________________________________________________________
 AJ0893  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AJ0893  DYNAMIC HT  -         149.589 (meters)     490.78  (feet)  COMP
 AJ0893  MODELED GRAV-     979,053.3   (mgal)                       NAVD 88
 AJ0893
 AJ0893  VERT ORDER  -  SECOND    CLASS 0
 AJ0893
 AJ0893.The horizontal coordinates were scaled from a topographic map and have
 AJ0893.an estimated accuracy of +/- 6 seconds.
 AJ0893
 AJ0893.The orthometric height was determined by differential leveling
 AJ0893.and adjusted by the National Geodetic Survey in June 1991..
 AJ0893
 AJ0893.The geoid height was determined by GEOID03.
 AJ0893
 AJ0893.The dynamic height is computed by dividing the NAVD 88
 AJ0893.geopotential number by the normal gravity value computed on the
 AJ0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0893.degrees latitude (g = 980.6199 gals.).
 AJ0893
 AJ0893.The modeled gravity was interpolated from observed gravity values.
 AJ0893
 AJ0893;                    North         East    Units  Estimated Accuracy
 AJ0893;SPC TX S     - 5,186,260.      212,050.      MT  (+/- 180 meters Scaled)
 AJ0893
 AJ0893                          SUPERSEDED SURVEY CONTROL
 AJ0893
 AJ0893  NGVD 29 (??/??/92)  149.890  (m)          491.76   (f) ADJ UNCH    2 0
 AJ0893
 AJ0893.Superseded values are not recommended for survey control.
 AJ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0893.See file dsdata.txt to determine how the superseded data were derived.
 AJ0893
 AJ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR615247(NAD 83)
 AJ0893_MARKER: DB = BENCH MARK DISK
 AJ0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0893_STAMPING: K 795 1943
 AJ0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0893+STABILITY: SURFACE MOTION
 AJ0893
 AJ0893  HISTORY     - Date     Condition        Report By
 AJ0893  HISTORY     - 1943     MONUMENTED       CGS
 AJ0893  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ0893
 AJ0893                          STATION DESCRIPTION
 AJ0893
 AJ0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0893'17.6 MI SE FROM LAREDO.
 AJ0893'TO REACH FROM THE TEX-MEX RAILROAD STATION AT LAREDO, PROCEED 2.7
 AJ0893'MILES SOUTHEASTERLY ALONG TRACKS TO AN OVERHEAD PASS AT MILE POST NO.
 AJ0893'4, THENCE 3.8 MILES SOUTH ALONG U.S. HIGHWAY NO. 83 TO THE
 AJ0893'INTERSECTION OF A GRAVEL ROAD LEADING SOUTHEASTERLY, THENCE 11.1 MILES
 AJ0893'SOUTHEASTERLY ALONG GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AJ0893'165.0 FEET NORTHWEST OF THE NORTH CORNER OF A SMALL WOODEN BRIDGE. IT
 AJ0893'IS 22.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AJ0893'CENTERLINE OF GRAVEL ROAD, 2.0 FEET NORTHEAST OF THE RIGHT OF WAY
 AJ0893'FENCE.  MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN
 AJ0893'MARKER POST, AND PROJECTS 0.1 FOOT.
 AJ0893
 AJ0893                          STATION RECOVERY (1975)
 AJ0893
 AJ0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1164 ***********************************************************************
 AE1164  DESIGNATION -  K 796
 AE1164  PID         -  AE1164
 AE1164  STATE/COUNTY-  TX/ZAPATA
 AE1164  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1164
 AE1164                         *CURRENT SURVEY CONTROL
 AE1164  ___________________________________________________________________
 AE1164* NAD 83(1986)-  26 48 12.     (N)    099 05 15.     (W)     SCALED    
 AE1164* NAVD 88     -       127.314  (meters)     417.70   (feet)  ADJUSTED  
 AE1164  ___________________________________________________________________
 AE1164  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AE1164  DYNAMIC HT  -         127.107 (meters)     417.02  (feet)  COMP
 AE1164  MODELED GRAV-     979,026.1   (mgal)                       NAVD 88
 AE1164
 AE1164  VERT ORDER  -  SECOND    CLASS 0
 AE1164
 AE1164.The horizontal coordinates were scaled from a topographic map and have
 AE1164.an estimated accuracy of +/- 6 seconds.
 AE1164
 AE1164.The orthometric height was determined by differential leveling
 AE1164.and adjusted by the National Geodetic Survey in June 1991..
 AE1164
 AE1164.The geoid height was determined by GEOID03.
 AE1164
 AE1164.The dynamic height is computed by dividing the NAVD 88
 AE1164.geopotential number by the normal gravity value computed on the
 AE1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1164.degrees latitude (g = 980.6199 gals.).
 AE1164
 AE1164.The modeled gravity was interpolated from observed gravity values.
 AE1164
 AE1164;                    North         East    Units  Estimated Accuracy
 AE1164;SPC TX S     - 5,126,070.      241,590.      MT  (+/- 180 meters Scaled)
 AE1164
 AE1164                          SUPERSEDED SURVEY CONTROL
 AE1164
 AE1164  NGVD 29 (??/??/92)  127.359  (m)          417.84   (f) ADJ UNCH    2 0
 AE1164
 AE1164.Superseded values are not recommended for survey control.
 AE1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1164.See file dsdata.txt to determine how the superseded data were derived.
 AE1164
 AE1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ913646(NAD 83)
 AE1164_MARKER: DB = BENCH MARK DISK
 AE1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1164_STAMPING: K 796 1943
 AE1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1164+STABILITY: SURFACE MOTION
 AE1164
 AE1164  HISTORY     - Date     Condition        Report By
 AE1164  HISTORY     - 1943     MONUMENTED       CGS
 AE1164
 AE1164                          STATION DESCRIPTION
 AE1164
 AE1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE1164'9.75 MI NE FROM SANTA ROSA.
 AE1164'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND A GRAVEL ROAD
 AE1164'LEADING NORTHEAST (0.9 MILE NORTH OF SANTA ROSA), PROCEED 8.85 MILES
 AE1164'NORTHEASTERLY ALONG A GRAVEL ROAD TO THE SOUTHWEST SLOPE OF A SMALL
 AE1164'HILL AND SITE OF BENCH MARK.  BENCH MARK IS 17.0 FEET NORTHWEST OF AND
 AE1164'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 2.1
 AE1164'FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE.  MONUMENT IS 3.2
 AE1164'FEET SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.6
 AE1164'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1165 ***********************************************************************
 AE1165  DESIGNATION -  K 796 RESET 1962
 AE1165  PID         -  AE1165
 AE1165  STATE/COUNTY-  TX/ZAPATA
 AE1165  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1165
 AE1165                         *CURRENT SURVEY CONTROL
 AE1165  ___________________________________________________________________
 AE1165* NAD 83(1986)-  26 48 13.     (N)    099 05 15.     (W)     SCALED    
 AE1165* NAVD 88     -       126.88   (meters)     416.3    (feet)  RESET     
 AE1165  ___________________________________________________________________
 AE1165  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 AE1165
 AE1165  VERT ORDER  -  THIRD
 AE1165
 AE1165.The horizontal coordinates were scaled from a topographic map and have
 AE1165.an estimated accuracy of +/- 6 seconds.
 AE1165
 AE1165.The orthometric height was computed from unverified reset data.
 AE1165
 AE1165.The geoid height was determined by GEOID03.
 AE1165
 AE1165;                    North         East    Units  Estimated Accuracy
 AE1165;SPC TX S     - 5,126,100.      241,590.      MT  (+/- 180 meters Scaled)
 AE1165
 AE1165                          SUPERSEDED SURVEY CONTROL
 AE1165
 AE1165.No superseded survey control is available for this station.
 AE1165
 AE1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ913646(NAD 83)
 AE1165_MARKER: DB = BENCH MARK DISK
 AE1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1165_STAMPING: K 796 RESET 1962
 AE1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1165+STABILITY: SURFACE MOTION
 AE1165
 AE1165  HISTORY     - Date     Condition        Report By
 AE1165  HISTORY     - 1962     MONUMENTED       CGS
 AE1165  HISTORY     - 1975     GOOD             USGS
 AE1165
 AE1165                          STATION DESCRIPTION
 AE1165
 AE1165'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AE1165'7.6 MI NE FROM LOPENO.
 AE1165'FROM POST OFFICE AT LOPENO GO NORTH ON U.S. HIGHWAY 83 FOR 4.9 MI. TO
 AE1165'JUNCTION WITH FARM ROAD 2687-- THENCE NORTHEAST ON FARM ROAD FOR 2.7
 AE1165'MI. AND BM.  BM IS IN SE ROW FENCE 60 FT. SE OF CENTERLINE OF HIGHWAY,
 AE1165'46 FT. NE OF A POWER POLE, AND 198 FT. SW OF A TRACK ROAD GATE IN ROW
 AE1165'FENCE.  A STANDARD CAP SET IN CONCRETE POST PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0012 ***********************************************************************
 AY0012  DESIGNATION -  K 797
 AY0012  PID         -  AY0012
 AY0012  STATE/COUNTY-  TX/COMAL
 AY0012  USGS QUAD   -  SCHERTZ (1992)
 AY0012
 AY0012                         *CURRENT SURVEY CONTROL
 AY0012  ___________________________________________________________________
 AY0012* NAD 83(1986)-  29 36 46.     (N)    098 17 23.     (W)     SCALED    
 AY0012* NAVD 88     -       240.599  (meters)     789.37   (feet)  POSTED    
 AY0012  ___________________________________________________________________
 AY0012  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0012  DYNAMIC HT  -         240.250 (meters)     788.22  (feet)  COMP
 AY0012  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 AY0012
 AY0012  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0012
 AY0012.The horizontal coordinates were scaled from a topographic map and have
 AY0012.an estimated accuracy of +/- 6 seconds.
 AY0012
 AY0012.The orthometric height was determined by differential leveling
 AY0012.and adjusted by the National Geodetic Survey in 1992..
 AY0012.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0012.rate of 0.0 thru 1.0 mm/km.
 AY0012
 AY0012.The geoid height was determined by GEOID03.
 AY0012
 AY0012.The dynamic height is computed by dividing the NAVD 88
 AY0012.geopotential number by the normal gravity value computed on the
 AY0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0012.degrees latitude (g = 980.6199 gals.).
 AY0012
 AY0012.The modeled gravity was interpolated from observed gravity values.
 AY0012
 AY0012;                    North         East    Units  Estimated Accuracy
 AY0012;SPC TXSC     - 4,197,420.      668,790.      MT  (+/- 180 meters Scaled)
 AY0012
 AY0012                          SUPERSEDED SURVEY CONTROL
 AY0012
 AY0012  NGVD 29 (??/??/92)  240.498  (m)          789.03   (f) ADJ UNCH    1 2
 AY0012
 AY0012.Superseded values are not recommended for survey control.
 AY0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0012.See file dsdata.txt to determine how the superseded data were derived.
 AY0012
 AY0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT687760(NAD 83)
 AY0012_MARKER: DB = BENCH MARK DISK
 AY0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0012_STAMPING: K 797 1943
 AY0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0012+STABILITY: SURFACE MOTION
 AY0012
 AY0012  HISTORY     - Date     Condition        Report By
 AY0012  HISTORY     - 1943     MONUMENTED       CGS
 AY0012  HISTORY     - 1952     GOOD             DOD
 AY0012  HISTORY     - 19870304 MARK NOT FOUND   USGS
 AY0012  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0012  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AY0012  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY0012
 AY0012                          STATION DESCRIPTION
 AY0012
 AY0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0012'11.8 MI SW FROM NEW BRAUNFELS.
 AY0012'11.8 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 AY0012'FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, 3 FEET SOUTHWEST OF
 AY0012'MILEPOST 1015, 40 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 9
 AY0012'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A WHITE
 AY0012'WOODEN WITNESS POST, AND LEVEL WITH THE TRACK. A STANDARD DISK, SET IN
 AY0012'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AY0012
 AY0012                          STATION RECOVERY (1952)
 AY0012
 AY0012'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1952
 AY0012'RECOVERED IN GOOD CONDITION.
 AY0012
 AY0012                          STATION RECOVERY (1987)
 AY0012
 AY0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0012'MARK NOT FOUND.
 AY0012
 AY0012                          STATION RECOVERY (1988)
 AY0012
 AY0012'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0012'MARK NOT FOUND.
 AY0012
 AY0012                          STATION RECOVERY (1993)
 AY0012
 AY0012'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0012'MARK NOT FOUND.
 AY0012
 AY0012                          STATION RECOVERY (1999)
 AY0012
 AY0012'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1200 ***********************************************************************
 AE1200  DESIGNATION -  K 798
 AE1200  PID         -  AE1200
 AE1200  STATE/COUNTY-  TX/ZAPATA
 AE1200  USGS QUAD   -  ARROYO HUISACHE (1980)
 AE1200
 AE1200                         *CURRENT SURVEY CONTROL
 AE1200  ___________________________________________________________________
 AE1200* NAD 83(1986)-  26 59 15.     (N)    099 01 34.     (W)     SCALED    
 AE1200* NAVD 88     -       128.064  (meters)     420.16   (feet)  ADJUSTED  
 AE1200  ___________________________________________________________________
 AE1200  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AE1200  DYNAMIC HT  -         127.857 (meters)     419.48  (feet)  COMP
 AE1200  MODELED GRAV-     979,028.1   (mgal)                       NAVD 88
 AE1200
 AE1200  VERT ORDER  -  SECOND    CLASS 0
 AE1200
 AE1200.The horizontal coordinates were scaled from a topographic map and have
 AE1200.an estimated accuracy of +/- 6 seconds.
 AE1200
 AE1200.The orthometric height was determined by differential leveling
 AE1200.and adjusted by the National Geodetic Survey in June 1991..
 AE1200
 AE1200.The geoid height was determined by GEOID03.
 AE1200
 AE1200.The dynamic height is computed by dividing the NAVD 88
 AE1200.geopotential number by the normal gravity value computed on the
 AE1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1200.degrees latitude (g = 980.6199 gals.).
 AE1200
 AE1200.The modeled gravity was interpolated from observed gravity values.
 AE1200
 AE1200;                    North         East    Units  Estimated Accuracy
 AE1200;SPC TX S     - 5,146,450.      247,780.      MT  (+/- 180 meters Scaled)
 AE1200
 AE1200                          SUPERSEDED SURVEY CONTROL
 AE1200
 AE1200  NGVD 29 (??/??/92)  128.095  (m)          420.26   (f) ADJ UNCH    2 0
 AE1200
 AE1200.Superseded values are not recommended for survey control.
 AE1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1200.See file dsdata.txt to determine how the superseded data were derived.
 AE1200
 AE1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ974850(NAD 83)
 AE1200_MARKER: DB = BENCH MARK DISK
 AE1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1200_STAMPING: K 798 1943
 AE1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1200+STABILITY: SURFACE MOTION
 AE1200
 AE1200  HISTORY     - Date     Condition        Report By
 AE1200  HISTORY     - 1943     MONUMENTED       CGS
 AE1200  HISTORY     - 1975     GOOD             USGS
 AE1200
 AE1200                          STATION DESCRIPTION
 AE1200
 AE1200'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AE1200'20.2 MI NE FROM ZAPATA.
 AE1200'FROM THE JUNCT. OF U.S. 83 AND TEX. 16 IN ZAPATA GO NE ON TEX. 16 FOR
 AE1200'16.0 MI. TO GATE AND TRACK ROAD ON RIGHT, THENCE RIGHT, SOUTH, ON
 AE1200'TRACK ROAD 0.7 MI. TO WIRE GATE, CONTINUE ON ROAD 0.65 MI. PAST
 AE1200'CAMORON CEM. TO T-ROAD AND CATTLEGUARD ON RIGHT, THENCE SOUTH THRU
 AE1200'CATTLEGUARD AND STRAIGHT AHEAD AVOIDING ROADS TO RIGHT AND LEFT FOR
 AE1200'0.9 MI. TO WEST END DAM, CONTINUE BELOW FACE OF DAM 0.2 MI. TO FORK,
 AE1200'THENCE ON RIGHT FORK, SOUTH, 1.0 MI. TO GATE, THENCE THRU GATE SOUTH
 AE1200'PASS RIGHT AND LEFT ROADS FOR 0.75 MI. AND BM ON LEFT 40 FT. E. OF
 AE1200'ROAD.  A STANDARD TABLET ON CONCRETE POST PROJ. 0.8 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0246 ***********************************************************************
 AW0246  DESIGNATION -  K 8
 AW0246  PID         -  AW0246
 AW0246  STATE/COUNTY-  TX/HARRIS
 AW0246  USGS QUAD   -  SETTEGAST (1995)
 AW0246
 AW0246                         *CURRENT SURVEY CONTROL
 AW0246  ___________________________________________________________________
 AW0246* NAD 83(1986)-  29 45 44.     (N)    095 21 32.     (W)     SCALED    
 AW0246* NAVD 88     -        11.42   (+/-2cm)      37.5    (feet)  VERTCON   
 AW0246  ___________________________________________________________________
 AW0246  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW0246
 AW0246  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0246
 AW0246.The horizontal coordinates were scaled from a topographic map and have
 AW0246.an estimated accuracy of +/- 6 seconds.
 AW0246
 AW0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0246.The vertical order pertains to the NGVD 29 superseded value.
 AW0246
 AW0246.The geoid height was determined by GEOID03.
 AW0246
 AW0246;                    North         East    Units  Estimated Accuracy
 AW0246;SPC TXSC     - 4,219,250.      952,060.      MT  (+/- 180 meters Scaled)
 AW0246
 AW0246                          SUPERSEDED SURVEY CONTROL
 AW0246
 AW0246  NGVD 29 (??/??/92)   11.413  (m)           37.44   (f) ADJ UNCH    1 1
 AW0246
 AW0246.Superseded values are not recommended for survey control.
 AW0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0246.See file dsdata.txt to determine how the superseded data were derived.
 AW0246
 AW0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN719947(NAD 83)
 AW0246_MARKER: Q = CHISELED SQUARE
 AW0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0246_SP_SET: RETAINING WALL
 AW0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0246
 AW0246  HISTORY     - Date     Condition        Report By
 AW0246  HISTORY     - 1906     MONUMENTED       CGS
 AW0246  HISTORY     - 1973     GOOD             NGS
 AW0246  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0246  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0246  HISTORY     - 1987     GOOD             USPSQD
 AW0246  HISTORY     - 1988     GOOD             USPSQD
 AW0246  HISTORY     - 1988     POOR             USPSQD
 AW0246  HISTORY     - 1989     GOOD             USPSQD
 AW0246  HISTORY     - 20040517 MARK NOT FOUND   USPSQD
 AW0246
 AW0246                          STATION DESCRIPTION
 AW0246
 AW0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0246'0.1 MI N FROM HOUSTON.
 AW0246'ABOUT 0.05 MILE NORTHEAST ALONG THE SAN JACINTON ST. FROM THE HARRIS
 AW0246'COUNTY COURTHOUSE AT HOUSTON, THENCE ABOUT 0.05 MILE NORTHWEST ALONG
 AW0246'FRANKLIN AVE. AT THE FEDERAL OFFICE BUILDING, ABOUT 21.1 FEET SOUTH OF
 AW0246'THE NORTHEAST CORNER OF THE BUILDING, 31.4 FEET SOUTH OF THE SOUTH
 AW0246'CURB OF FRANKLIN AVENUE, 3.3 FEET WEST OF THE WEST CURB OF THE
 AW0246'CONCRETE DRIVEWAY IN THE TOP OF THE NORTH CONCRETE RETAINING WALL
 AW0246'AROUND THE STEEL GRATING PROTECTING A BASEMENT WINDOW, 2 INCHES EAST
 AW0246'OF THE EAST MARBLE FACE OF THE BUILDING, 1 INCH NORTH OF THE GRATING,
 AW0246'AND ABOUT LEVEL WITH THE WALKWAY.
 AW0246
 AW0246                          STATION RECOVERY (1978)
 AW0246
 AW0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0246'NOT RECOVERED.  NOTE=BENCH MARK MAY BE OKAY BUT UNABLE TO TELL AT
 AW0246'THIS TIME BECAUSE OF SCAFOLDING AT THIS LOCATION.
 AW0246
 AW0246                          STATION RECOVERY (1978)
 AW0246
 AW0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0246'NOT RECOVERED.  NOTE=BENCH MARK MAY BE OKAY BUT UNABLE TO TELL AT
 AW0246'THIS TIME BECAUSE OF SCAFOLDING AT THIS LOCATION.
 AW0246
 AW0246                          STATION RECOVERY (1987)
 AW0246
 AW0246'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0246'RECOVERED IN GOOD CONDITION.
 AW0246
 AW0246                          STATION RECOVERY (1988)
 AW0246
 AW0246'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW0246'RECOVERED IN GOOD CONDITION.
 AW0246
 AW0246                          STATION RECOVERY (1988)
 AW0246
 AW0246'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW0246'MARK RECOVERED IN POOR CONDITION.
 AW0246
 AW0246                          STATION RECOVERY (1989)
 AW0246
 AW0246'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0246'RECOVERED IN GOOD CONDITION.
 AW0246
 AW0246                          STATION RECOVERY (2004)
 AW0246
 AW0246'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0234 ***********************************************************************
 BN0234  DESIGNATION -  K 80
 BN0234  PID         -  BN0234
 BN0234  STATE/COUNTY-  TX/MASON
 BN0234  USGS QUAD   -  GRIT (1970)
 BN0234
 BN0234                         *CURRENT SURVEY CONTROL
 BN0234  ___________________________________________________________________
 BN0234* NAD 83(1986)-  30 50 23.     (N)    099 15 59.     (W)     SCALED    
 BN0234* NAVD 88     -       590.177  (meters)    1936.27   (feet)  ADJUSTED  
 BN0234  ___________________________________________________________________
 BN0234  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 BN0234  DYNAMIC HT  -         589.359 (meters)    1933.59  (feet)  COMP
 BN0234  MODELED GRAV-     979,235.5   (mgal)                       NAVD 88
 BN0234
 BN0234  VERT ORDER  -  FIRST     CLASS II
 BN0234
 BN0234.The horizontal coordinates were scaled from a topographic map and have
 BN0234.an estimated accuracy of +/- 6 seconds.
 BN0234
 BN0234.The orthometric height was determined by differential leveling
 BN0234.and adjusted by the National Geodetic Survey in June 1991..
 BN0234
 BN0234.The geoid height was determined by GEOID03.
 BN0234
 BN0234.The dynamic height is computed by dividing the NAVD 88
 BN0234.geopotential number by the normal gravity value computed on the
 BN0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0234.degrees latitude (g = 980.6199 gals.).
 BN0234
 BN0234.The modeled gravity was interpolated from observed gravity values.
 BN0234
 BN0234;                    North         East    Units  Estimated Accuracy
 BN0234;SPC TX C     - 3,130,530.      802,060.      MT  (+/- 180 meters Scaled)
 BN0234
 BN0234                          SUPERSEDED SURVEY CONTROL
 BN0234
 BN0234  NGVD 29 (??/??/92)  590.104  (m)         1936.03   (f) ADJ UNCH    1 2
 BN0234
 BN0234.Superseded values are not recommended for survey control.
 BN0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0234.See file dsdata.txt to determine how the superseded data were derived.
 BN0234
 BN0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV745118(NAD 83)
 BN0234_MARKER: DB = BENCH MARK DISK
 BN0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0234_STAMPING: K 80 1931
 BN0234_MARK LOGO: CGS   
 BN0234_PROJECTION: PROJECTING 8 CENTIMETERS
 BN0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0234+STABILITY: SURFACE MOTION
 BN0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0234+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0234
 BN0234  HISTORY     - Date     Condition        Report By
 BN0234  HISTORY     - 1931     MONUMENTED       CGS
 BN0234  HISTORY     - 1953     GOOD             NGS
 BN0234  HISTORY     - 1982     GOOD             NGS
 BN0234  HISTORY     - 19960213 GOOD             USPSQD
 BN0234  HISTORY     - 20060318 GOOD             USPSQD
 BN0234
 BN0234                          STATION DESCRIPTION
 BN0234
 BN0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0234'6.8 MI N FROM MASON.
 BN0234'6.8 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT MASON,
 BN0234'100 YARDS NORTHWEST OF THE TOP OF MASON MOUNTAIN, 69 FEET NORTHEAST OF
 BN0234'THE CENTER LINE OF THE HIGHWAY, 68 FEET SOUTHEAST OF TELEPHONE POLE
 BN0234'9E12, 1 FOOT SOUTHWEST OF A FENCE, 1.6 FEET SOUTHEAST OF A WITNESS
 BN0234'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 BN0234'THE GROUND.
 BN0234
 BN0234                          STATION RECOVERY (1982)
 BN0234
 BN0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0234'11.4 KM (7.1 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 BN0234'MASON, 100 YARDS NORTHWEST OF THE TOP OF MASON MOUNTAIN, 21.3 METERS
 BN0234'(70.0 FT) NORTHEAST OF CENTERLINE OF HIGHWAY, 4 LANES, AND 0.3 METER
 BN0234'(1.0 FT) SOUTHWEST OF A FENCE.
 BN0234'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 BN0234'THE MARK IS 0.6 M ABOVE HIGHWAY.
 BN0234
 BN0234                          STATION RECOVERY (1996)
 BN0234
 BN0234'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0234'RECOVERED IN GOOD CONDITION.
 BN0234
 BN0234                          STATION RECOVERY (2006)
 BN0234
 BN0234'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0234'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4433 ***********************************************************************
 AW4433  DESIGNATION -  K 800
 AW4433  PID         -  AW4433
 AW4433  STATE/COUNTY-  TX/FORT BEND
 AW4433  USGS QUAD   -  KENDLETON (1981)
 AW4433
 AW4433                         *CURRENT SURVEY CONTROL
 AW4433  ___________________________________________________________________
 AW4433* NAD 83(1986)-  29 28 11.     (N)    095 57 44.     (W)     SCALED    
 AW4433* NAVD 88     -        29.99   (+/-2cm)      98.4    (feet)  VERTCON   
 AW4433  ___________________________________________________________________
 AW4433  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW4433
 AW4433  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4433
 AW4433.The horizontal coordinates were scaled from a topographic map and have
 AW4433.an estimated accuracy of +/- 6 seconds.
 AW4433
 AW4433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4433.The vertical order pertains to the NGVD 29 superseded value.
 AW4433
 AW4433.The geoid height was determined by GEOID03.
 AW4433
 AW4433;                    North         East    Units  Estimated Accuracy
 AW4433;SPC TXSC     - 4,185,180.      894,580.      MT  (+/- 180 meters Scaled)
 AW4433
 AW4433                          SUPERSEDED SURVEY CONTROL
 AW4433
 AW4433  NGVD 29 (??/??/92)   29.99   (m)           98.4    (f) COMPUTED    2 0
 AW4433
 AW4433.Superseded values are not recommended for survey control.
 AW4433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4433.See file dsdata.txt to determine how the superseded data were derived.
 AW4433
 AW4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN127636(NAD 83)
 AW4433_MARKER: DB = BENCH MARK DISK
 AW4433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4433_SP_SET: BRIDGE
 AW4433_STAMPING: K 800 1943
 AW4433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4433
 AW4433  HISTORY     - Date     Condition        Report By
 AW4433  HISTORY     - 1943     MONUMENTED       CGS
 AW4433  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4433  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 AW4433  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4433
 AW4433                          STATION DESCRIPTION
 AW4433
 AW4433'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4433'11.55 MI SW FROM ROSENBERG.
 AW4433'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT ROSENBERG,
 AW4433'PROCEED 11.55 MILES SOUTHWESTERLY ALONG THE TRACK TO BRIDGE NO. 10.93
 AW4433'AND SITE OF BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF
 AW4433'THE WEST CORNER OF A 126.0 FOOT CONCRETE HIGHWAY BRIDGE OVER A CREEK.
 AW4433'IT IS 70.0 YARDS NORTHEAST OF MILE POST NO. 11, 92.5 FEET SOUTHEAST OF
 AW4433'THE SOUTHWEST END OF RAILROAD BRIDGE NO. 10.93, 89.5 FEET SOUTHEAST OF
 AW4433'AND ABOUT 2.5 FEET BELOW THE CENTERLINE OF THE RAILROAD TRACK, 10.8
 AW4433'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY NO.59.
 AW4433
 AW4433                          STATION RECOVERY (1995)
 AW4433
 AW4433'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4433'MARK NOT FOUND.
 AW4433
 AW4433                          STATION RECOVERY (1997)
 AW4433
 AW4433'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4433'MARK NOT FOUND.
 AW4433
 AW4433                          STATION RECOVERY (1998)
 AW4433
 AW4433'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4434 ***********************************************************************
 AW4434  DESIGNATION -  K 800 RESET
 AW4434  PID         -  AW4434
 AW4434  STATE/COUNTY-  TX/FORT BEND
 AW4434  USGS QUAD   -  KENDLETON (1981)
 AW4434
 AW4434                         *CURRENT SURVEY CONTROL
 AW4434  ___________________________________________________________________
 AW4434* NAD 83(1986)-  29 28 11.     (N)    095 57 44.     (W)     SCALED    
 AW4434* NAVD 88     -        29.651  (meters)      97.28   (feet)  ADJUSTED  
 AW4434  ___________________________________________________________________
 AW4434  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW4434  DYNAMIC HT  -          29.610 (meters)      97.15  (feet)  COMP
 AW4434  MODELED GRAV-     979,254.2   (mgal)                       NAVD 88
 AW4434
 AW4434  VERT ORDER  -  FIRST     CLASS I
 AW4434
 AW4434.The horizontal coordinates were scaled from a topographic map and have
 AW4434.an estimated accuracy of +/- 6 seconds.
 AW4434
 AW4434.The orthometric height was determined by differential leveling
 AW4434.and adjusted by the National Geodetic Survey in June 1991..
 AW4434
 AW4434.The geoid height was determined by GEOID03.
 AW4434
 AW4434.The dynamic height is computed by dividing the NAVD 88
 AW4434.geopotential number by the normal gravity value computed on the
 AW4434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4434.degrees latitude (g = 980.6199 gals.).
 AW4434
 AW4434.The modeled gravity was interpolated from observed gravity values.
 AW4434
 AW4434;                    North         East    Units  Estimated Accuracy
 AW4434;SPC TXSC     - 4,185,180.      894,580.      MT  (+/- 180 meters Scaled)
 AW4434
 AW4434                          SUPERSEDED SURVEY CONTROL
 AW4434
 AW4434  NGVD 29 (12/23/87)   29.650  (m)           97.28   (f) ADJUSTED    1 1
 AW4434
 AW4434.Superseded values are not recommended for survey control.
 AW4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4434.See file dsdata.txt to determine how the superseded data were derived.
 AW4434
 AW4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN127636(NAD 83)
 AW4434_MARKER: DD = SURVEY DISK
 AW4434_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW4434_SP_SET: BRIDGE ABUTMENT
 AW4434_STAMPING: K 800 RESET 1946
 AW4434_MARK LOGO: TXHD  
 AW4434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4434
 AW4434  HISTORY     - Date     Condition        Report By
 AW4434  HISTORY     - 1946     MONUMENTED       TXHD
 AW4434  HISTORY     - 1987     GOOD             NGS
 AW4434  HISTORY     - 19951210 GOOD             USPSQD
 AW4434  HISTORY     - 19971122 GOOD             USPSQD
 AW4434  HISTORY     - 19980207 GOOD             USPSQD
 AW4434
 AW4434                          STATION DESCRIPTION
 AW4434
 AW4434'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1946
 AW4434'11.6 MI SW FROM ROSENBERG.
 AW4434'11.6 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AW4434'STATION AT ROSENBERG, FORT BEND COUNTY, 70 YARDS NORTHEAST OF MILEPOST
 AW4434'11, OPPOSITE THE SOUTHWEST END OF RAILROAD BRIDGE 10.93, AT THE U.S.
 AW4434'HIGHWAY 59 BRIDGE OVER TURKEY CREEK, IN THE WEST CORNER OF THE
 AW4434'SOUTHWEST U-SHAPED CONCRETE ABUTMENT, AND 20.5 FEET NORTHWEST OF THE
 AW4434'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 800 RESET 1946.
 AW4434
 AW4434                          STATION RECOVERY (1987)
 AW4434
 AW4434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW4434'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.86 KM (1.15
 AW4434'MI) NORTHEAST ALONG BUSINESS ROUTE 59 FROM THE JUNCTION OF FM ROAD
 AW4434'2919 IN KENDLETON, THENCE 2.44 KM (1.52 MI) NORTHEAST ALONG US HIGHWAY
 AW4434'59, ALSO 5.67 KM (3.52 MI) SOUTHWEST OF BEASLEY, IN TOP AND 0.8 METERS
 AW4434'(2.5 FT) NORTHEAST OF THE WEST CORNER OF THE SOUTHWEST ABUTMENT OF A
 AW4434'US HIGHWAY 59 BRIDGE OVER TURKEY CREEK, 6.2 METERS (20.5 FT) NORTHWEST
 AW4434'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 AW4434'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AW4434
 AW4434                          STATION RECOVERY (1995)
 AW4434
 AW4434'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4434'RECOVERED IN GOOD CONDITION.
 AW4434
 AW4434                          STATION RECOVERY (1997)
 AW4434
 AW4434'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW4434'RECOVERED IN GOOD CONDITION.
 AW4434
 AW4434                          STATION RECOVERY (1998)
 AW4434
 AW4434'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4374 ***********************************************************************
 AW4374  DESIGNATION -  K 801
 AW4374  PID         -  AW4374
 AW4374  STATE/COUNTY-  TX/MATAGORDA
 AW4374  USGS QUAD   -  DANCIGER (1980)
 AW4374
 AW4374                         *CURRENT SURVEY CONTROL
 AW4374  ___________________________________________________________________
 AW4374* NAD 83(1986)-  29 11 54.     (N)    095 52 20.     (W)     SCALED    
 AW4374* NAVD 88     -        18.18   (+/-2cm)      59.6    (feet)  VERTCON   
 AW4374  ___________________________________________________________________
 AW4374  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AW4374
 AW4374  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4374
 AW4374.The horizontal coordinates were scaled from a topographic map and have
 AW4374.an estimated accuracy of +/- 6 seconds.
 AW4374
 AW4374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4374.The vertical order pertains to the NGVD 29 superseded value.
 AW4374
 AW4374.The geoid height was determined by GEOID03.
 AW4374
 AW4374;                    North         East    Units  Estimated Accuracy
 AW4374;SPC TXSC     - 4,155,350.      904,110.      MT  (+/- 180 meters Scaled)
 AW4374
 AW4374                          SUPERSEDED SURVEY CONTROL
 AW4374
 AW4374  NGVD 29 (??/??/92)   18.191  (m)           59.68   (f) ADJ UNCH    2 0
 AW4374
 AW4374.Superseded values are not recommended for survey control.
 AW4374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4374.See file dsdata.txt to determine how the superseded data were derived.
 AW4374
 AW4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN207333(NAD 83)
 AW4374_MARKER: DB = BENCH MARK DISK
 AW4374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4374_STAMPING: K 801 1943
 AW4374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4374+STABILITY: SURFACE MOTION
 AW4374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4374+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4374
 AW4374  HISTORY     - Date     Condition        Report By
 AW4374  HISTORY     - 1943     MONUMENTED       CGS
 AW4374  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW4374  HISTORY     - 20041118 GOOD             USPSQD
 AW4374
 AW4374                          STATION DESCRIPTION
 AW4374
 AW4374'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4374'3.1 MI E FROM PLEDGER.
 AW4374'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED EASTERLY
 AW4374'3.1 MILES ALONG PLEDGER-WEST COLUMBIA ROAD TO SITE OF BENCH MARK.
 AW4374'BENCH MARK IS ABOUT 0.1 MILE WEST OF A WOODEN CULVERT, ABOUT 170.0
 AW4374'FEET NORTH OF A HOUSE ON SOUTH SIDE OF ROAD, 115.0 FEET EAST OF WHERE
 AW4374'AN UNDERGROUND PIPE LINE CROSSES THE ROAD, 45.0 FEET NORTH OF AND
 AW4374'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 6.5 FEET EAST
 AW4374'OF A POWER LINE POLE, 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER
 AW4374'POST AND IN LINE WITH POWER LINE.  MONUMENT PROJECTS ABOUT 0.4 FOOT,
 AW4374'AND SET IN A CONCRETE POST.
 AW4374
 AW4374                          STATION RECOVERY (1999)
 AW4374
 AW4374'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4374'MARK NOT FOUND.
 AW4374
 AW4374                          STATION RECOVERY (2004)
 AW4374
 AW4374'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4399 ***********************************************************************
 AW4399  DESIGNATION -  K 802
 AW4399  PID         -  AW4399
 AW4399  STATE/COUNTY-  TX/BRAZORIA
 AW4399  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4399
 AW4399                         *CURRENT SURVEY CONTROL
 AW4399  ___________________________________________________________________
 AW4399* NAD 83(1986)-  29 10 32.     (N)    095 37 10.     (W)     SCALED    
 AW4399* NAVD 88     -         9.85   (+/-2cm)      32.3    (feet)  VERTCON   
 AW4399  ___________________________________________________________________
 AW4399  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW4399
 AW4399  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4399
 AW4399.The horizontal coordinates were scaled from a topographic map and have
 AW4399.an estimated accuracy of +/- 6 seconds.
 AW4399
 AW4399.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4399.The vertical order pertains to the NGVD 29 superseded value.
 AW4399
 AW4399.The geoid height was determined by GEOID03.
 AW4399
 AW4399;                    North         East    Units  Estimated Accuracy
 AW4399;SPC TXSC     - 4,153,510.      928,750.      MT  (+/- 180 meters Scaled)
 AW4399
 AW4399                          SUPERSEDED SURVEY CONTROL
 AW4399
 AW4399  NGVD 29 (??/??/92)    9.856  (m)           32.34   (f) ADJ UNCH    2 0
 AW4399
 AW4399.Superseded values are not recommended for survey control.
 AW4399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4399.See file dsdata.txt to determine how the superseded data were derived.
 AW4399
 AW4399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN452302(NAD 83)
 AW4399_MARKER: DB = BENCH MARK DISK
 AW4399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4399_STAMPING: K 802 1943
 AW4399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4399+STABILITY: SURFACE MOTION
 AW4399
 AW4399  HISTORY     - Date     Condition        Report By
 AW4399  HISTORY     - 1943     MONUMENTED       CGS
 AW4399  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AW4399  HISTORY     - 20041109 MARK NOT FOUND   USPSQD
 AW4399
 AW4399                          STATION DESCRIPTION
 AW4399
 AW4399'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4399'3.0 MI N FROM EAST COLUMBIA.
 AW4399'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4399'COLUMBIA.  PROCEED NORTHERLY 3.0 MILES ALONG CONCRETE ROAD TO SITE OF
 AW4399'BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE SOUTH OF THE T INTERSECTION
 AW4399'OF A CONCRETE ROAD LEADING WESTERLY, ABOUT 0.15 MILE NORTH OF A CURVE,
 AW4399'40.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AW4399'THE CONCRETE ROAD, 3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST
 AW4399'AND 1.0 FOOT EAST OF THE RIGHT-OF-WAY FENCE. MONUMENT PROJECTS ABOUT
 AW4399'0.6 FOOT, AND SET IN A CONCRETE POST.
 AW4399
 AW4399                          STATION RECOVERY (1998)
 AW4399
 AW4399'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4399'MARK NOT FOUND.
 AW4399
 AW4399                          STATION RECOVERY (2004)
 AW4399
 AW4399'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4414 ***********************************************************************
 AW4414  DESIGNATION -  K 803
 AW4414  PID         -  AW4414
 AW4414  STATE/COUNTY-  TX/BRAZORIA
 AW4414  USGS QUAD   -  OTEY (1980)
 AW4414
 AW4414                         *CURRENT SURVEY CONTROL
 AW4414  ___________________________________________________________________
 AW4414* NAD 83(1986)-  29 17 59.     (N)    095 34 47.     (W)     SCALED    
 AW4414* NAVD 88     -        14.43   (+/-2cm)      47.3    (feet)  VERTCON   
 AW4414  ___________________________________________________________________
 AW4414  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW4414
 AW4414  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4414
 AW4414.The horizontal coordinates were scaled from a topographic map and have
 AW4414.an estimated accuracy of +/- 6 seconds.
 AW4414
 AW4414.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4414.The vertical order pertains to the NGVD 29 superseded value.
 AW4414
 AW4414.The geoid height was determined by GEOID03.
 AW4414
 AW4414;                    North         East    Units  Estimated Accuracy
 AW4414;SPC TXSC     - 4,167,370.      932,210.      MT  (+/- 180 meters Scaled)
 AW4414
 AW4414                          SUPERSEDED SURVEY CONTROL
 AW4414
 AW4414  NGVD 29 (??/??/92)   14.44   (m)           47.4    (f) COMPUTED    2 0
 AW4414
 AW4414.Superseded values are not recommended for survey control.
 AW4414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4414.See file dsdata.txt to determine how the superseded data were derived.
 AW4414
 AW4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN494439(NAD 83)
 AW4414_MARKER: DB = BENCH MARK DISK
 AW4414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4414_STAMPING: K 803 1943
 AW4414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4414+STABILITY: SURFACE MOTION
 AW4414
 AW4414  HISTORY     - Date     Condition        Report By
 AW4414  HISTORY     - 1943     MONUMENTED       CGS
 AW4414
 AW4414                          STATION DESCRIPTION
 AW4414
 AW4414'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4414'9.5 MI W FROM BONNEY.
 AW4414'TO REACH FROM THE GENERAL STORE AT BONNEY.  PROCEED SOUTHERLY 0.9 MILE
 AW4414'ALONG STATE HIGHWAY NO. 288, THENCE WESTERLY 7.8 MILES ALONG THE
 AW4414'RAMSEY PRISON FARM GRAVELED AND DIRT ROAD TO RAMSEY PRISON CAMP NO. 3,
 AW4414'THENCE SOUTHERLY 0.8 MILE ALONG DIM WAGON ROAD PARALLELING THE BRAZOS
 AW4414'RIVER TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.8 MILE SOUTH OF
 AW4414'PRISON CAMP NO. 3, ABOUT 0.45 MILE SOUTHWEST OF A BOARD GATE AT CAMP
 AW4414'DAIRY, ABOUT 0.1 MILE SOUTHWEST OF A CURVE IN RIVER, 210.0 FEET
 AW4414'SOUTHEAST OF THE SOUTHEAST BANK OF THE BRAZOS RIVER, 48.0 FEET
 AW4414'SOUTHEAST OF THE CENTERLINE OF THE WAGON ROAD, 6.0 FEET EAST OF A
 AW4414'LARGE TREE AND 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER POST.
 AW4414'MONUMENT PROJECTS ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0561 ***********************************************************************
 BM0561  DESIGNATION -  K 804
 BM0561  PID         -  BM0561
 BM0561  STATE/COUNTY-  TX/TRAVIS
 BM0561  USGS QUAD   -  AUSTIN EAST (1988)
 BM0561
 BM0561                         *CURRENT SURVEY CONTROL
 BM0561  ___________________________________________________________________
 BM0561* NAD 83(1986)-  30 15 29.     (N)    097 42 45.     (W)     SCALED    
 BM0561* NAVD 88     -       141.927  (meters)     465.64   (feet)  POSTED    
 BM0561  ___________________________________________________________________
 BM0561  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BM0561  DYNAMIC HT  -         141.730 (meters)     464.99  (feet)  COMP
 BM0561  MODELED GRAV-     979,275.1   (mgal)                       NAVD 88
 BM0561
 BM0561  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BM0561
 BM0561.The horizontal coordinates were scaled from a topographic map and have
 BM0561.an estimated accuracy of +/- 6 seconds.
 BM0561
 BM0561.The orthometric height was determined by differential leveling
 BM0561.and adjusted by the National Geodetic Survey in 1992..
 BM0561.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BM0561.rate of 0.0 thru 1.0 mm/km.
 BM0561
 BM0561.The geoid height was determined by GEOID03.
 BM0561
 BM0561.The dynamic height is computed by dividing the NAVD 88
 BM0561.geopotential number by the normal gravity value computed on the
 BM0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0561.degrees latitude (g = 980.6199 gals.).
 BM0561
 BM0561.The modeled gravity was interpolated from observed gravity values.
 BM0561
 BM0561;                    North         East    Units  Estimated Accuracy
 BM0561;SPC TX C     - 3,068,530.      952,190.      MT  (+/- 180 meters Scaled)
 BM0561
 BM0561                          SUPERSEDED SURVEY CONTROL
 BM0561
 BM0561  NGVD 29 (??/??/92)  141.840  (m)          465.35   (f) ADJ UNCH    1 2
 BM0561
 BM0561.Superseded values are not recommended for survey control.
 BM0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0561.See file dsdata.txt to determine how the superseded data were derived.
 BM0561
 BM0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU238480(NAD 83)
 BM0561_MARKER: DB = BENCH MARK DISK
 BM0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0561_SP_SET: SIGNAL BASE
 BM0561_STAMPING: K 804 1953
 BM0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0561
 BM0561  HISTORY     - Date     Condition        Report By
 BM0561  HISTORY     - 1953     MONUMENTED       CGS
 BM0561  HISTORY     - 1990     GOOD             USPSQD
 BM0561  HISTORY     - 19991231 GOOD             USPSQD
 BM0561  HISTORY     - 20010224 GOOD             USPSQD
 BM0561  HISTORY     - 20030308 GOOD             USPSQD
 BM0561
 BM0561                          STATION DESCRIPTION
 BM0561
 BM0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0561'1.8 MI E FROM AUSTIN.
 BM0561'1.8 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0561'STATION AT AUSTIN, 124 FEET NORTH OF MILEPOST 113, 96 FEET NORTH OF
 BM0561'THE NORTH RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 40 FEET
 BM0561'SOUTHWEST OF THE CENTER LINE OF EAST 6TH STREET, 32 FEET EAST OF A
 BM0561'LARGE HACKBERRY TREE, 1.5 FEET ABOVE THE GROUND, SET IN THE TOP OF THE
 BM0561'NORTHEAST CORNER OF AN ABANDONED CONCRETE SIGNAL BASE.
 BM0561
 BM0561                          STATION RECOVERY (1990)
 BM0561
 BM0561'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0561'RECOVERED IN GOOD CONDITION.
 BM0561
 BM0561                          STATION RECOVERY (1999)
 BM0561
 BM0561'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0561'RECOVERED IN GOOD CONDITION.
 BM0561
 BM0561                          STATION RECOVERY (2001)
 BM0561
 BM0561'RECOVERY NOTE BY US POWER SQUADRON 2001 (CVS)
 BM0561'RECOVERED IN GOOD CONDITION.
 BM0561
 BM0561                          STATION RECOVERY (2003)
 BM0561
 BM0561'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM0561'THERE HAVE BEEN MINOR CHANGES IN THE AREA OVER THE YEARS. DESCRIPTION
 BM0561'STILL ADEQUATE, HOWEVER, MARK IS 66 FEET FROM THE NEW CENTERLINE AND
 BM0561'HACKBERRY TREE IS GONE.  AS ADDITIONAL INFORMATION, THE MARK IS 52
 BM0561'FEET EAST OF THE CENTERLINE OF CALLES STREET AND IS 27 FEET EAST OF
 BM0561'THE CORNER OF A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0419 ***********************************************************************
 BM0419  DESIGNATION -  K 805
 BM0419  PID         -  BM0419
 BM0419  STATE/COUNTY-  TX/BASTROP
 BM0419  USGS QUAD   -  LAKE BASTROP (1982)
 BM0419
 BM0419                         *CURRENT SURVEY CONTROL
 BM0419  ___________________________________________________________________
 BM0419* NAD 83(1986)-  30 09 25.     (N)    097 19 40.     (W)     SCALED    
 BM0419* NAVD 88     -       138.55   (+/-2cm)     454.6    (feet)  VERTCON   
 BM0419  ___________________________________________________________________
 BM0419  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BM0419
 BM0419  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0419
 BM0419.The horizontal coordinates were scaled from a topographic map and have
 BM0419.an estimated accuracy of +/- 6 seconds.
 BM0419
 BM0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0419.The vertical order pertains to the NGVD 29 superseded value.
 BM0419
 BM0419.The geoid height was determined by GEOID03.
 BM0419
 BM0419;                    North         East    Units  Estimated Accuracy
 BM0419;SPC TX C     - 3,058,260.      989,500.      MT  (+/- 180 meters Scaled)
 BM0419
 BM0419                          SUPERSEDED SURVEY CONTROL
 BM0419
 BM0419  NGVD 29 (??/??/92)  138.488  (m)          454.36   (f) ADJ UNCH    1 2
 BM0419
 BM0419.Superseded values are not recommended for survey control.
 BM0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0419.See file dsdata.txt to determine how the superseded data were derived.
 BM0419
 BM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU610373(NAD 83)
 BM0419_MARKER: DB = BENCH MARK DISK
 BM0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0419_STAMPING: K 805 1953
 BM0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0419+STABILITY: SURFACE MOTION
 BM0419
 BM0419  HISTORY     - Date     Condition        Report By
 BM0419  HISTORY     - 1953     MONUMENTED       CGS
 BM0419  HISTORY     - 19951226 POOR             USPSQD
 BM0419  HISTORY     - 19990522 POOR             USPSQD
 BM0419  HISTORY     - 20041120 POOR             USPSQD
 BM0419
 BM0419                          STATION DESCRIPTION
 BM0419
 BM0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0419'4.9 MI NW FROM BASTROP.
 BM0419'4.9 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0419'THE STATION AT BASTROP, 12.4 FEET NORTHEAST OF THE 3RD POLE SOUTH OF
 BM0419'MILEPOST 949, 65 FEET SOUTH OF THE STATION SIGN AT PHELAN, 79 FEET
 BM0419'NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 33 FEET SOUTHEAST
 BM0419'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 47 FEET NORTHWEST OF THE
 BM0419'CENTER LINE OF A GRAVELED ROAD, 3.3 FEET NORTHEAST OF A WITNESS POST,
 BM0419'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 BM0419'GROUND.
 BM0419
 BM0419                          STATION RECOVERY (1995)
 BM0419
 BM0419'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0419'MARK RECOVERED IN POOR CONDITION.
 BM0419
 BM0419                          STATION RECOVERY (1999)
 BM0419
 BM0419'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0419'MARK RECOVERED IN POOR CONDITION.
 BM0419
 BM0419                          STATION RECOVERY (2004)
 BM0419
 BM0419'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 BM0419'POST LEANS VERY SLIGHTLY. THE PHELAN SIGN HAS APPARENTLY BEEN MOVED TO
 BM0419'THE SOUTH OF ITS ORIGINAL LOCATION.  MARK IS 171 FEET NORTHEAST OF THE
 BM0419'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4687 ***********************************************************************
 AW4687  DESIGNATION -  K 806
 AW4687  PID         -  AW4687
 AW4687  STATE/COUNTY-  TX/FORT BEND
 AW4687  USGS QUAD   -  RICHMOND NE (1980)
 AW4687
 AW4687                         *CURRENT SURVEY CONTROL
 AW4687  ___________________________________________________________________
 AW4687* NAD 83(1986)-  29 38 39.     (N)    095 49 42.     (W)     SCALED    
 AW4687* NAVD 88     -        33.60   (+/-2cm)     110.2    (feet)  VERTCON   
 AW4687  ___________________________________________________________________
 AW4687  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4687
 AW4687  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4687
 AW4687.The horizontal coordinates were scaled from a topographic map and have
 AW4687.an estimated accuracy of +/- 6 seconds.
 AW4687
 AW4687.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4687.The vertical order pertains to the NGVD 29 superseded value.
 AW4687
 AW4687.The geoid height was determined by GEOID03.
 AW4687
 AW4687;                    North         East    Units  Estimated Accuracy
 AW4687;SPC TXSC     - 4,204,850.      907,030.      MT  (+/- 180 meters Scaled)
 AW4687
 AW4687                          SUPERSEDED SURVEY CONTROL
 AW4687
 AW4687  NGVD 29 (??/??/92)   33.60   (m)          110.2    (f) COMPUTED    2 0
 AW4687
 AW4687.Superseded values are not recommended for survey control.
 AW4687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4687.See file dsdata.txt to determine how the superseded data were derived.
 AW4687
 AW4687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN261827(NAD 83)
 AW4687_MARKER: DB = BENCH MARK DISK
 AW4687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4687_STAMPING: K 806 1943
 AW4687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4687+STABILITY: SURFACE MOTION
 AW4687
 AW4687  HISTORY     - Date     Condition        Report By
 AW4687  HISTORY     - 1943     MONUMENTED       CGS
 AW4687  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4687  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4687
 AW4687                          STATION DESCRIPTION
 AW4687
 AW4687'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4687'6.8 MI N FROM ROSENBERG.
 AW4687'TO REACH FROM THE CITY HALL AT ROSENBERG-- PROCEED 0.3 MILE WESTERLY
 AW4687'ALONG U. S. HIGHWAY NO.59 TO THE KATY-ROSENBERG ROAD INTERSECTION
 AW4687'LEADING NORTH, THENCE 6.5 MILES NORTHERLY TO SITE OF BENCH MARK. BENCH
 AW4687'MARK IS ABOUT 0.25 MILE SOUTH OF THE POST OFFICE AT FOSTER, AND ABOUT
 AW4687'150.0 FEET NORTH OF A SMALL NEGRO HUT.  IT IS 32.0 FEET WEST OF AND
 AW4687'ABOUT 0.5 FOOT BELOW THE CENTERLINE OF ROAD, 3.3 FEET WEST OF A FENCE
 AW4687'CORNER, 1.0 FOOT SOUTH OF A FENCE, AND 3.5 FEET NORTHWEST OF A
 AW4687'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AW4687
 AW4687                          STATION RECOVERY (1990)
 AW4687
 AW4687'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4687'MARK NOT FOUND.
 AW4687
 AW4687                          STATION RECOVERY (1995)
 AW4687
 AW4687'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0438 ***********************************************************************
 BM0438  DESIGNATION -  K 806
 BM0438  PID         -  BM0438
 BM0438  STATE/COUNTY-  TX/BASTROP
 BM0438  USGS QUAD   -  BASTROP (1982)
 BM0438
 BM0438                         *CURRENT SURVEY CONTROL
 BM0438  ___________________________________________________________________
 BM0438* NAD 83(1986)-  30 03 25.     (N)    097 18 22.     (W)     SCALED    
 BM0438* NAVD 88     -       106.459  (meters)     349.27   (feet)  ADJUSTED  
 BM0438  ___________________________________________________________________
 BM0438  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BM0438  DYNAMIC HT  -         106.315 (meters)     348.80  (feet)  COMP
 BM0438  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 BM0438
 BM0438  VERT ORDER  -  FIRST     CLASS I
 BM0438
 BM0438.The horizontal coordinates were scaled from a topographic map and have
 BM0438.an estimated accuracy of +/- 6 seconds.
 BM0438
 BM0438.The orthometric height was determined by differential leveling
 BM0438.and adjusted by the National Geodetic Survey in June 1991..
 BM0438
 BM0438.The geoid height was determined by GEOID03.
 BM0438
 BM0438.The dynamic height is computed by dividing the NAVD 88
 BM0438.geopotential number by the normal gravity value computed on the
 BM0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0438.degrees latitude (g = 980.6199 gals.).
 BM0438
 BM0438.The modeled gravity was interpolated from observed gravity values.
 BM0438
 BM0438;                    North         East    Units  Estimated Accuracy
 BM0438;SPC TX C     - 3,047,240.      991,890.      MT  (+/- 180 meters Scaled)
 BM0438
 BM0438                          SUPERSEDED SURVEY CONTROL
 BM0438
 BM0438  NGVD 29 (??/??/92)  106.408  (m)          349.11   (f) ADJ UNCH    1 1
 BM0438
 BM0438.Superseded values are not recommended for survey control.
 BM0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0438.See file dsdata.txt to determine how the superseded data were derived.
 BM0438
 BM0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU632263(NAD 83)
 BM0438_MARKER: DB = BENCH MARK DISK
 BM0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0438_STAMPING: K 806 1953
 BM0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0438+STABILITY: SURFACE MOTION
 BM0438
 BM0438  HISTORY     - Date     Condition        Report By
 BM0438  HISTORY     - 1953     MONUMENTED       CGS
 BM0438  HISTORY     - 1973     GOOD             NGS
 BM0438  HISTORY     - 1978     GOOD             NGS
 BM0438  HISTORY     - 20040516 MARK NOT FOUND   USPSQD
 BM0438
 BM0438                          STATION DESCRIPTION
 BM0438
 BM0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0438'4.0 MI SE FROM BASTROP.
 BM0438'ABOUT 4.0 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0438'RAILROAD FROM THE STATION AT BASTROP, 0.25 MILES NORTHWEST OF THE
 BM0438'CROSSING OF AN ASPHALT ROAD, 7.5 FEET SOUTHEAST OF MIPOST 958, 95.0
 BM0438'FEET SOUTH OF AND ACROSS A GRAVELED ROAD FROM A CORNER POST, 32.6 FEET
 BM0438'NORTHEAST OF THE NORTHEAST TRACK, 29.0 FEET SOUTHWEST OF THE CENTER
 BM0438'LINE OF A GRAVELED ROAD IN LINE WITH A ROW OF POLES, 0.9 MILES
 BM0438'SOUTHEAST OF BM 9806, 1.0 FEET NORTHWEST OF A METAL WITNESS POST AND
 BM0438'ABOUT 4.0 FEET BELOWTHE LEVEL OF THE TRACK.  THE DISK IN THE TOP OF A
 BM0438'CONCRETE POST WAS PROJECTING.
 BM0438
 BM0438                          STATION RECOVERY (1978)
 BM0438
 BM0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0438'RECOVERED IN GOOD CONDITION.
 BM0438
 BM0438                          STATION RECOVERY (2004)
 BM0438
 BM0438'RECOVERY NOTE BY US POWER SQUADRON 2004 (RWM)
 BM0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4688 ***********************************************************************
 AW4688  DESIGNATION -  K 806 RESET
 AW4688  PID         -  AW4688
 AW4688  STATE/COUNTY-  TX/FORT BEND
 AW4688  USGS QUAD   -  RICHMOND NE (1980)
 AW4688
 AW4688                         *CURRENT SURVEY CONTROL
 AW4688  ___________________________________________________________________
 AW4688* NAD 83(1986)-  29 38 39.     (N)    095 49 42.     (W)     SCALED    
 AW4688* NAVD 88     -        33.674  (meters)     110.48   (feet)  ADJUSTED  
 AW4688  ___________________________________________________________________
 AW4688  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4688  DYNAMIC HT  -          33.628 (meters)     110.33  (feet)  COMP
 AW4688  MODELED GRAV-     979,268.9   (mgal)                       NAVD 88
 AW4688
 AW4688  VERT ORDER  -  FIRST     CLASS II
 AW4688
 AW4688.The horizontal coordinates were scaled from a topographic map and have
 AW4688.an estimated accuracy of +/- 6 seconds.
 AW4688
 AW4688.The orthometric height was determined by differential leveling
 AW4688.and adjusted by the National Geodetic Survey in June 1991..
 AW4688
 AW4688.The geoid height was determined by GEOID03.
 AW4688
 AW4688.The dynamic height is computed by dividing the NAVD 88
 AW4688.geopotential number by the normal gravity value computed on the
 AW4688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4688.degrees latitude (g = 980.6199 gals.).
 AW4688
 AW4688.The modeled gravity was interpolated from observed gravity values.
 AW4688
 AW4688;                    North         East    Units  Estimated Accuracy
 AW4688;SPC TXSC     - 4,204,850.      907,030.      MT  (+/- 180 meters Scaled)
 AW4688
 AW4688                          SUPERSEDED SURVEY CONTROL
 AW4688
 AW4688  NGVD 29 (12/23/87)   33.669  (m)          110.46   (f) ADJUSTED    1 2
 AW4688
 AW4688.Superseded values are not recommended for survey control.
 AW4688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4688.See file dsdata.txt to determine how the superseded data were derived.
 AW4688
 AW4688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN261827(NAD 83)
 AW4688_MARKER: DB = BENCH MARK DISK
 AW4688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4688_SP_SET: CONCRETE POST
 AW4688_STAMPING: K 806 RESET 1963
 AW4688_MARK LOGO: CGS   
 AW4688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4688+STABILITY: SURFACE MOTION
 AW4688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4688+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 AW4688
 AW4688  HISTORY     - Date     Condition        Report By
 AW4688  HISTORY     - 1963     MONUMENTED       CGS
 AW4688  HISTORY     - 1973     GOOD             NGS
 AW4688  HISTORY     - 1986     GOOD             NGS
 AW4688  HISTORY     - 1990     GOOD             USPSQD
 AW4688  HISTORY     - 19950108 GOOD             USPSQD
 AW4688  HISTORY     - 20060716 GOOD             GEOCAC
 AW4688
 AW4688                          STATION DESCRIPTION
 AW4688
 AW4688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4688'6.7 MI N FROM ROSENBERG.
 AW4688'0.25 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 AW4688'FROM THE STATION AT ROSENBERG, THENCE 4.95 MILES NORTH ALONG FARM ROAD
 AW4688'723, THENCE 1.5 MILES NORTHWEST ALONG FARM ROAD 359, 0.35 MILE SOUTH
 AW4688'OF THE JUNCTION OF WINNER-FOSTER ROAD WEST, 0.1 MILE SOUTH OF THE
 AW4688'JUNCTION OF A DRIVEWAY WEST TO MCMILLIAN RANCH, 50 1/2 FEET EAST OF
 AW4688'THE CENTER LINE OF THE ROAD, 112 1/2 FEET EAST-NORTHEAST AND ACROSS
 AW4688'THE ROAD FROM T JUNCTION POWER POLE 257, 138 FEET SOUTH-SOUTHEAST OF
 AW4688'THE CENTER OF THE EAST END OF A 36-INCH PIPE CULVERT, 0.5 FOOT EAST OF
 AW4688'A FENCE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 AW4688'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 AW4688'GROUND.
 AW4688
 AW4688                          STATION RECOVERY (1986)
 AW4688
 AW4688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4688'RECOVERED IN GOOD CONDITION.
 AW4688
 AW4688                          STATION RECOVERY (1990)
 AW4688
 AW4688'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4688'RECOVERED IN GOOD CONDITION.
 AW4688
 AW4688                          STATION RECOVERY (1995)
 AW4688
 AW4688'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4688'RECOVERED IN GOOD CONDITION.
 AW4688
 AW4688                          STATION RECOVERY (2006)
 AW4688
 AW4688'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AW4688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0152 ***********************************************************************
 AY0152  DESIGNATION -  K 807
 AY0152  PID         -  AY0152
 AY0152  STATE/COUNTY-  TX/GUADALUPE
 AY0152  USGS QUAD   -  MC QUEENEY (1994)
 AY0152
 AY0152                         *CURRENT SURVEY CONTROL
 AY0152  ___________________________________________________________________
 AY0152* NAD 83(1986)-  29 33 22.     (N)    098 01 31.     (W)     SCALED    
 AY0152* NAVD 88     -       159.75   (+/-2cm)     524.1    (feet)  VERTCON   
 AY0152  ___________________________________________________________________
 AY0152  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AY0152
 AY0152  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0152
 AY0152.The horizontal coordinates were scaled from a topographic map and have
 AY0152.an estimated accuracy of +/- 6 seconds.
 AY0152
 AY0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0152.The vertical order pertains to the NGVD 29 superseded value.
 AY0152
 AY0152.The geoid height was determined by GEOID03.
 AY0152
 AY0152;                    North         East    Units  Estimated Accuracy
 AY0152;SPC TXSC     - 4,191,320.      694,450.      MT  (+/- 180 meters Scaled)
 AY0152
 AY0152                          SUPERSEDED SURVEY CONTROL
 AY0152
 AY0152  NGVD 29 (??/??/92)  159.670  (m)          523.85   (f) ADJ UNCH    2 0
 AY0152
 AY0152.Superseded values are not recommended for survey control.
 AY0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0152.See file dsdata.txt to determine how the superseded data were derived.
 AY0152
 AY0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT944699(NAD 83)
 AY0152_MARKER: DB = BENCH MARK DISK
 AY0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0152_SP_SET: CULVERT
 AY0152_STAMPING: K 807 1943
 AY0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY0152+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AY0152
 AY0152  HISTORY     - Date     Condition        Report By
 AY0152  HISTORY     - 1943     MONUMENTED       CGS
 AY0152  HISTORY     - 1987     GOOD             USPSQD
 AY0152  HISTORY     - 1989     GOOD             USPSQD
 AY0152  HISTORY     - 19930808 GOOD             USPSQD
 AY0152  HISTORY     - 19990925 GOOD             USPSQD
 AY0152  HISTORY     - 20041027 GOOD             USPSQD
 AY0152  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AY0152
 AY0152                          STATION DESCRIPTION
 AY0152
 AY0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0152'4.1 MI W FROM SEGUIN.
 AY0152'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 90 AND STATE
 AY0152'HIGHWAY NO. 123 AT SEGUIN-- PROCEED 4.1 MILES WESTERLY ALONG U. S.
 AY0152'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.85 MILE
 AY0152'WEST OF THE WEST END OF A BRIDGE OVER GUADALUPE RIVER, AND ABOUT 0.2
 AY0152'MILE EAST OF A GRAVEL ROAD CROSSING THE HIGHWAY.  IT IS 21.0 FEET
 AY0152'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY,
 AY0152'AND SET HORIZONTALLY IN THE EAST END OF THE SOUTH HEADWALL OF A
 AY0152'CONCRETE CULVERT.
 AY0152
 AY0152                          STATION RECOVERY (1987)
 AY0152
 AY0152'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0152'RECOVERED IN GOOD CONDITION.
 AY0152
 AY0152                          STATION RECOVERY (1989)
 AY0152
 AY0152'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0152'RECOVERED IN GOOD CONDITION.
 AY0152
 AY0152                          STATION RECOVERY (1993)
 AY0152
 AY0152'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AY0152'RECOVERED IN GOOD CONDITION.
 AY0152
 AY0152                          STATION RECOVERY (1999)
 AY0152
 AY0152'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0152'RECOVERED IN GOOD CONDITION.
 AY0152
 AY0152                          STATION RECOVERY (2004)
 AY0152
 AY0152'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AY0152'RECOVERED IN GOOD CONDITION.
 AY0152
 AY0152                          STATION RECOVERY (2005)
 AY0152
 AY0152'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AY0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0552 ***********************************************************************
 AY0552  DESIGNATION -  K 808
 AY0552  PID         -  AY0552
 AY0552  STATE/COUNTY-  TX/WILSON
 AY0552  USGS QUAD   -  LA VERNIA (1962)
 AY0552
 AY0552                         *CURRENT SURVEY CONTROL
 AY0552  ___________________________________________________________________
 AY0552* NAD 83(1986)-  29 21 03.     (N)    098 06 07.     (W)     SCALED    
 AY0552* NAVD 88     -       143.55   (+/-2cm)     471.0    (feet)  VERTCON   
 AY0552  ___________________________________________________________________
 AY0552  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 AY0552
 AY0552  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0552
 AY0552.The horizontal coordinates were scaled from a topographic map and have
 AY0552.an estimated accuracy of +/- 6 seconds.
 AY0552
 AY0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0552.The vertical order pertains to the NGVD 29 superseded value.
 AY0552
 AY0552.The geoid height was determined by GEOID03.
 AY0552
 AY0552;                    North         East    Units  Estimated Accuracy
 AY0552;SPC TXSC     - 4,168,510.      687,200.      MT  (+/- 180 meters Scaled)
 AY0552
 AY0552                          SUPERSEDED SURVEY CONTROL
 AY0552
 AY0552  NGVD 29 (??/??/92)  143.47   (m)          470.7    (f) COMPUTED    2 0
 AY0552
 AY0552.Superseded values are not recommended for survey control.
 AY0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0552.See file dsdata.txt to determine how the superseded data were derived.
 AY0552
 AY0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT871471(NAD 83)
 AY0552_MARKER: DB = BENCH MARK DISK
 AY0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0552_SP_SET: ABUTMENT
 AY0552_STAMPING: K 808 1943
 AY0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0552
 AY0552  HISTORY     - Date     Condition        Report By
 AY0552  HISTORY     - 1943     MONUMENTED       CGS
 AY0552  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0552
 AY0552                          STATION DESCRIPTION
 AY0552
 AY0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0552'0.35 MI E FROM LAVERNIA.
 AY0552'TO REACH FROM THE TEXAS AND NEW ORLEANS RAILROAD STATION AT LAVERNIA--
 AY0552'PROCEED 0.35 MILE EASTERLY ALONG THE RAILROAD TO SITE OF BENCH MARK.
 AY0552'BENCH MARK IS ABOUT 0.3 MILE EAST OF MILEPOST 115, ABOUT 258.0 FEET
 AY0552'EAST OF A ROAD CROSSING, AND ABOUT 36.0 FEET NORTH OF RAILROAD TRESTLE
 AY0552'NO. 114.71.  IT IS 9.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 AY0552'THE CENTERLINE OF ROAD AND SET HORIZONTALLY IN THE SOUTH END OF THE
 AY0552'WEST ABUTMENT OF A ROAD CULVERT.
 AY0552
 AY0552                          STATION RECOVERY (1996)
 AY0552
 AY0552'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2020 ***********************************************************************
 AX2020  DESIGNATION -  K 809
 AX2020  PID         -  AX2020
 AX2020  STATE/COUNTY-  TX/GUADALUPE
 AX2020  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX2020
 AX2020                         *CURRENT SURVEY CONTROL
 AX2020  ___________________________________________________________________
 AX2020* NAD 83(1986)-  29 25 50.     (N)    097 58 57.     (W)     SCALED    
 AX2020* NAVD 88     -       181.19   (+/-2cm)     594.5    (feet)  VERTCON   
 AX2020  ___________________________________________________________________
 AX2020  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AX2020
 AX2020  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2020
 AX2020.The horizontal coordinates were scaled from a topographic map and have
 AX2020.an estimated accuracy of +/- 6 seconds.
 AX2020
 AX2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2020.The vertical order pertains to the NGVD 29 superseded value.
 AX2020
 AX2020.The geoid height was determined by GEOID03.
 AX2020
 AX2020;                    North         East    Units  Estimated Accuracy
 AX2020;SPC TXSC     - 4,177,440.      698,720.      MT  (+/- 180 meters Scaled)
 AX2020
 AX2020                          SUPERSEDED SURVEY CONTROL
 AX2020
 AX2020  NGVD 29 (??/??/92)  181.115  (m)          594.21   (f) ADJ UNCH    2 0
 AX2020
 AX2020.Superseded values are not recommended for survey control.
 AX2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2020.See file dsdata.txt to determine how the superseded data were derived.
 AX2020
 AX2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT986561(NAD 83)
 AX2020_MARKER: DB = BENCH MARK DISK
 AX2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2020_STAMPING: K 809 1943
 AX2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2020+STABILITY: SURFACE MOTION
 AX2020
 AX2020  HISTORY     - Date     Condition        Report By
 AX2020  HISTORY     - 1943     MONUMENTED       CGS
 AX2020  HISTORY     - 1961     POOR             USGS
 AX2020  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2020  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2020
 AX2020                          STATION DESCRIPTION
 AX2020
 AX2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2020'11.95 MI S FROM SEGUIN.
 AX2020'TO REACH FROM THE COURT HOUSE AT SEGUIN-- PROCEED 8.9 MILES SOUTHERLY
 AX2020'ALONG STATE HIGHWAY NO. 123 TO A DIRT ROAD INTERSECTION LEADING WEST,
 AX2020'THENCE 0.85 MILES WESTERLY TO A SIDE ROAD INTERSECTION LEADING SOUTH,
 AX2020'THENCE 2.2 MILES SOUTHERLY TO SITE OF BENCH MARK.  BENCH MARK IS AT
 AX2020'THE SOUTHWEST END OF A SHORT JOG IN THE ROAD, ABOUT 0.65 MILE NORTH OF
 AX2020'A T-ROAD INTERSECTION, AND 49.0 FEET WEST OF AND ABOUT 3.0 FEET ABOVE
 AX2020'THE CENTERLINE OF ROAD.  IT IS 4.0 FEET NORTHEAST OF THE RIGHT-OF-WAY
 AX2020'FENCE CORNER, 1.5 FEET NORTHWEST OF THE FENCE, AND 3.5 FEET SOUTHWEST
 AX2020'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT. A
 AX2020'STANDARD DISK, STAMPED K 809 1943 AND SET IN THE TOP OF A CONCRETE
 AX2020'POST.  NOTE-- (MARK DISTURBED, ROAD HAS BEEN WIDENED AND DIRT REMOVED
 AX2020'AROUND BENCH MARK CAUSING IT TO PROJECT 1.5 FEET ABOVE GROUND.
 AX2020
 AX2020                          STATION RECOVERY (1961)
 AX2020
 AX2020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX2020'MARK RECOVERED IN POOR CONDITION.
 AX2020
 AX2020                          STATION RECOVERY (1993)
 AX2020
 AX2020'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2020'MARK NOT FOUND.
 AX2020
 AX2020                          STATION RECOVERY (1999)
 AX2020
 AX2020'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0117 ***********************************************************************
 BN0117  DESIGNATION -  K 81
 BN0117  PID         -  BN0117
 BN0117  STATE/COUNTY-  TX/GILLESPIE
 BN0117  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0117
 BN0117                         *CURRENT SURVEY CONTROL
 BN0117  ___________________________________________________________________
 BN0117* NAD 83(1986)-  30 21 33.     (N)    098 56 24.     (W)     SCALED    
 BN0117* NAVD 88     -       606.085  (meters)    1988.46   (feet)  ADJUSTED  
 BN0117  ___________________________________________________________________
 BN0117  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 BN0117  DYNAMIC HT  -         605.224 (meters)    1985.64  (feet)  COMP
 BN0117  MODELED GRAV-     979,201.8   (mgal)                       NAVD 88
 BN0117
 BN0117  VERT ORDER  -  FIRST     CLASS II
 BN0117
 BN0117.The horizontal coordinates were scaled from a topographic map and have
 BN0117.an estimated accuracy of +/- 6 seconds.
 BN0117
 BN0117.The orthometric height was determined by differential leveling
 BN0117.and adjusted by the National Geodetic Survey in June 1991..
 BN0117
 BN0117.The geoid height was determined by GEOID03.
 BN0117
 BN0117.The dynamic height is computed by dividing the NAVD 88
 BN0117.geopotential number by the normal gravity value computed on the
 BN0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0117.degrees latitude (g = 980.6199 gals.).
 BN0117
 BN0117.The modeled gravity was interpolated from observed gravity values.
 BN0117
 BN0117;                    North         East    Units  Estimated Accuracy
 BN0117;SPC TX C     - 3,077,610.      833,940.      MT  (+/- 180 meters Scaled)
 BN0117
 BN0117                          SUPERSEDED SURVEY CONTROL
 BN0117
 BN0117  NGVD 29 (??/??/92)  606.022  (m)         1988.26   (f) ADJ UNCH    1 2
 BN0117
 BN0117.Superseded values are not recommended for survey control.
 BN0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0117.See file dsdata.txt to determine how the superseded data were derived.
 BN0117
 BN0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU057585(NAD 83)
 BN0117_MARKER: DB = BENCH MARK DISK
 BN0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0117_STAMPING: K 81 1931
 BN0117_MARK LOGO: CGS   
 BN0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0117+STABILITY: SURFACE MOTION
 BN0117
 BN0117  HISTORY     - Date     Condition        Report By
 BN0117  HISTORY     - 1931     MONUMENTED       CGS
 BN0117  HISTORY     - 1953     GOOD             NGS
 BN0117  HISTORY     - 1982     GOOD             NGS
 BN0117  HISTORY     - 19930728 GOOD             USPSQD
 BN0117  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0117
 BN0117                          STATION DESCRIPTION
 BN0117
 BN0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0117'7.3 MI NW FROM FREDERICKSBURG.
 BN0117'4.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0117'FREDERICKSBURG, THENCE 3.1 MILES NORTHWEST ALONG AN OILED ROAD, 0.5
 BN0117'MILE NORTHWEST OF A BRIDGE OVER BARROWS CREEK, 44 FEET WEST OF THE
 BN0117'SOUTHWEST END OF A SMALL CULVERT, 43 FEET SOUTHWEST OF THE CENTER LINE
 BN0117'OF THE OILED ROAD, 1 FOOT NORTHEAST OF A FENCE, 1.6 FEET EAST OF A
 BN0117'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 BN0117'FOOT ABOVE THE GROUND.
 BN0117
 BN0117                          STATION RECOVERY (1982)
 BN0117
 BN0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0117'RECOVERED THIS DATE, INACCESSIBLE, SURVEY LINE BEING REROUTED AND
 BN0117'BENCH MARK IS LOCATED INSIDE OF A FENCED AREA ON PRIVATE PROPERTY.
 BN0117
 BN0117                          STATION RECOVERY (1993)
 BN0117
 BN0117'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0117'RECOVERED IN GOOD CONDITION.
 BN0117
 BN0117                          STATION RECOVERY (1996)
 BN0117
 BN0117'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4273 ***********************************************************************
 AW4273  DESIGNATION -  K 810
 AW4273  PID         -  AW4273
 AW4273  STATE/COUNTY-  TX/FORT BEND
 AW4273  USGS QUAD   -  BOLING (1980)
 AW4273
 AW4273                         *CURRENT SURVEY CONTROL
 AW4273  ___________________________________________________________________
 AW4273* NAD 83(1986)-  29 21 44.     (N)    095 52 37.     (W)     SCALED    
 AW4273* NAVD 88     -        24.40   (+/-2cm)      80.1    (feet)  VERTCON   
 AW4273  ___________________________________________________________________
 AW4273  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4273
 AW4273  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4273
 AW4273.The horizontal coordinates were scaled from a topographic map and have
 AW4273.an estimated accuracy of +/- 6 seconds.
 AW4273
 AW4273.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4273.The vertical order pertains to the NGVD 29 superseded value.
 AW4273
 AW4273.The geoid height was determined by GEOID03.
 AW4273
 AW4273;                    North         East    Units  Estimated Accuracy
 AW4273;SPC TXSC     - 4,173,490.      903,160.      MT  (+/- 180 meters Scaled)
 AW4273
 AW4273                          SUPERSEDED SURVEY CONTROL
 AW4273
 AW4273  NGVD 29 (??/??/92)   24.396  (m)           80.04   (f) ADJ UNCH    2 0
 AW4273
 AW4273.Superseded values are not recommended for survey control.
 AW4273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4273.See file dsdata.txt to determine how the superseded data were derived.
 AW4273
 AW4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN207515(NAD 83)
 AW4273_MARKER: DB = BENCH MARK DISK
 AW4273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4273_SP_SET: CULVERT
 AW4273_STAMPING: K 810 1943
 AW4273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4273
 AW4273  HISTORY     - Date     Condition        Report By
 AW4273  HISTORY     - 1943     MONUMENTED       CGS
 AW4273  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4273  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4273
 AW4273                          STATION DESCRIPTION
 AW4273
 AW4273'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4273'3.5 MI SW FROM NEEDVILLE.
 AW4273'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 3.5 MILES
 AW4273'SOUTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT CROSS
 AW4273'ROAD (A POINT CALLED FOUR CORNERS OR MARLOW STORE), AND SITE OF BENCH
 AW4273'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTHWEST END
 AW4273'OF THE NORTHEAST HEADWALL OF A 2X8 FOOT CONCRETE BOX CULVERT UNDER A
 AW4273'CROSS ROAD.  IT IS 45.5 FEET NORTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AW4273'CENTERLINE OF A DIRT ROAD RUNNING NORTHEAST AND SOUTHWEST, 13.4 FEET
 AW4273'NORTHEAST OF THE CENTERLINE OF A DIRT CROSS ROAD RUNNING SOUTHEAST AND
 AW4273'NORTHWEST.
 AW4273
 AW4273                          STATION RECOVERY (1995)
 AW4273
 AW4273'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4273'MARK NOT FOUND.
 AW4273
 AW4273                          STATION RECOVERY (1998)
 AW4273
 AW4273'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4220 ***********************************************************************
 AW4220  DESIGNATION -  K 811
 AW4220  PID         -  AW4220
 AW4220  STATE/COUNTY-  TX/FORT BEND
 AW4220  USGS QUAD   -  GUY (1980)
 AW4220
 AW4220                         *CURRENT SURVEY CONTROL
 AW4220  ___________________________________________________________________
 AW4220* NAD 83(1986)-  29 21 48.     (N)    095 45 44.     (W)     SCALED    
 AW4220* NAVD 88     -        23.74   (+/-2cm)      77.9    (feet)  VERTCON   
 AW4220  ___________________________________________________________________
 AW4220  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW4220
 AW4220  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4220
 AW4220.The horizontal coordinates were scaled from a topographic map and have
 AW4220.an estimated accuracy of +/- 6 seconds.
 AW4220
 AW4220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4220.The vertical order pertains to the NGVD 29 superseded value.
 AW4220
 AW4220.The geoid height was determined by GEOID03.
 AW4220
 AW4220;                    North         East    Units  Estimated Accuracy
 AW4220;SPC TXSC     - 4,173,920.      914,290.      MT  (+/- 180 meters Scaled)
 AW4220
 AW4220                          SUPERSEDED SURVEY CONTROL
 AW4220
 AW4220  NGVD 29 (??/??/92)   23.739  (m)           77.88   (f) ADJ UNCH    2 0
 AW4220
 AW4220.Superseded values are not recommended for survey control.
 AW4220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4220.See file dsdata.txt to determine how the superseded data were derived.
 AW4220
 AW4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN318514(NAD 83)
 AW4220_MARKER: DB = BENCH MARK DISK
 AW4220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4220_STAMPING: K 811 1943
 AW4220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4220+STABILITY: SURFACE MOTION
 AW4220
 AW4220  HISTORY     - Date     Condition        Report By
 AW4220  HISTORY     - 1943     MONUMENTED       CGS
 AW4220  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4220  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW4220
 AW4220                          STATION DESCRIPTION
 AW4220
 AW4220'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4220'1.65 MI NE FROM GUY.
 AW4220'TO REACH FROM THE SCHOOL BUILDING AT GUY, PROCEED 1.65 MILE
 AW4220'NORTHEASTERLY ALONG THE GUY - THOMPSONS ROAD TO SITE OF BENCH MARK.
 AW4220'BENCH MARK IS 0.25 MILE SOUTHWEST OF THE ENTRANCE GATE TO A SMALL
 AW4220'CEMETERY.  IT IS 40.0 FEET NORTHWEST OF AND ABOUT 1.0 FOOT BELOW THE
 AW4220'CENTERLINE OF THE ROAD, 0.5 FOOT NORTHWEST OF THE NORTHWEST
 AW4220'RIGHT-OF-WAY FENCE.  MONUMENT IS 2.6 FEET SOUTHWEST OF A 4X4 INCH
 AW4220'WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND, AND
 AW4220'SET IN A CONCRETE POST.
 AW4220
 AW4220                          STATION RECOVERY (1973)
 AW4220
 AW4220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4220'MARK NOT FOUND.
 AW4220
 AW4220                          STATION RECOVERY (1998)
 AW4220
 AW4220'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0411 ***********************************************************************
 AX0411  DESIGNATION -  K 813
 AX0411  PID         -  AX0411
 AX0411  STATE/COUNTY-  TX/WHARTON
 AX0411  USGS QUAD   -  HUNGERFORD (1980)
 AX0411
 AX0411                         *CURRENT SURVEY CONTROL
 AX0411  ___________________________________________________________________
 AX0411* NAD 83(1986)-  29 27 02.     (N)    096 04 17.     (W)     SCALED    
 AX0411* NAVD 88     -        33.78   (+/-2cm)     110.8    (feet)  VERTCON   
 AX0411  ___________________________________________________________________
 AX0411  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0411
 AX0411  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0411
 AX0411.The horizontal coordinates were scaled from a topographic map and have
 AX0411.an estimated accuracy of +/- 6 seconds.
 AX0411
 AX0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0411.The vertical order pertains to the NGVD 29 superseded value.
 AX0411
 AX0411.The geoid height was determined by GEOID03.
 AX0411
 AX0411;                    North         East    Units  Estimated Accuracy
 AX0411;SPC TXSC     - 4,182,790.      884,050.      MT  (+/- 180 meters Scaled)
 AX0411
 AX0411                          SUPERSEDED SURVEY CONTROL
 AX0411
 AX0411  NGVD 29 (??/??/92)   33.777  (m)          110.82   (f) ADJ UNCH    2 0
 AX0411
 AX0411.Superseded values are not recommended for survey control.
 AX0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0411.See file dsdata.txt to determine how the superseded data were derived.
 AX0411
 AX0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT840614(NAD 83)
 AX0411_MARKER: DB = BENCH MARK DISK
 AX0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0411_SP_SET: CULVERT
 AX0411_STAMPING: K 813 1943
 AX0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0411
 AX0411  HISTORY     - Date     Condition        Report By
 AX0411  HISTORY     - 1943     MONUMENTED       CGS
 AX0411  HISTORY     - 20060415 MARK NOT FOUND   GEOCAC
 AX0411
 AX0411                          STATION DESCRIPTION
 AX0411
 AX0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0411'5.85 MI S FROM EAST BERNARD.
 AX0411'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO.90-A AND STATE HIGHWAY
 AX0411'NO.60 AT EAST BERNARD, PROCEED 5.85 MILES SOUTHERLY ALONG STATE
 AX0411'HIGHWAY NO.60 TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH
 AX0411'MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH END OF THE WEST
 AX0411'HEADWALL OF A 5X14 FOOT TWO WAY CONCRETE BOX CULVERT UNDER THE
 AX0411'HIGHWAY.  IT IS 0.2 MILE NORTH OF AND ACROSS THE HIGHWAY FROM THE
 AX0411'INTERSECTION OF A GRAVEL ROAD LEADING EAST, 15.5 FEET WEST OF AND
 AX0411'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AX0411
 AX0411                          STATION RECOVERY (2006)
 AX0411
 AX0411'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AX0411'CULVERT UNDER HWY. 60 REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0406 ***********************************************************************
 AX0406  DESIGNATION -  K 814
 AX0406  PID         -  AX0406
 AX0406  STATE/COUNTY-  TX/WHARTON
 AX0406  USGS QUAD   -  HUNGERFORD (1980)
 AX0406
 AX0406                         *CURRENT SURVEY CONTROL
 AX0406  ___________________________________________________________________
 AX0406* NAD 83(1986)-  29 24 00.     (N)    096 07 09.     (W)     SCALED    
 AX0406* NAVD 88     -        34.41   (+/-2cm)     112.9    (feet)  VERTCON   
 AX0406  ___________________________________________________________________
 AX0406  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0406
 AX0406  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0406
 AX0406.The horizontal coordinates were scaled from a topographic map and have
 AX0406.an estimated accuracy of +/- 6 seconds.
 AX0406
 AX0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0406.The vertical order pertains to the NGVD 29 superseded value.
 AX0406
 AX0406.The geoid height was determined by GEOID03.
 AX0406
 AX0406;                    North         East    Units  Estimated Accuracy
 AX0406;SPC TXSC     - 4,177,070.      879,550.      MT  (+/- 180 meters Scaled)
 AX0406
 AX0406                          SUPERSEDED SURVEY CONTROL
 AX0406
 AX0406  NGVD 29 (??/??/92)   34.409  (m)          112.89   (f) ADJ UNCH    2 0
 AX0406
 AX0406.Superseded values are not recommended for survey control.
 AX0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0406.See file dsdata.txt to determine how the superseded data were derived.
 AX0406
 AX0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT795557(NAD 83)
 AX0406_MARKER: DB = BENCH MARK DISK
 AX0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0406_STAMPING: K 814 1943
 AX0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0406+STABILITY: SURFACE MOTION
 AX0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0406+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 AX0406
 AX0406  HISTORY     - Date     Condition        Report By
 AX0406  HISTORY     - 1943     MONUMENTED       CGS
 AX0406  HISTORY     - 20060415 GOOD             GEOCAC
 AX0406
 AX0406                          STATION DESCRIPTION
 AX0406
 AX0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0406'8.05 MI E FROM EGYPT.
 AX0406'TO REACH FROM THE POST OFFICE AT EGYPT, PROCEED 8.05 MILES EASTERLY
 AX0406'ALONG THE EGYPT - HUNGERFORD ROAD TO A T FENCE ON THE NORTH SIDE OF
 AX0406'THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 44.5 FEET NORTH OF AND
 AX0406'ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE EGYPT - HUNGERFORD ROAD. IT
 AX0406'IS 11.5 FEET EAST OF THE CENTERLINE OF A PRIVATE DIRT ROAD LEADING
 AX0406'NORTH TO A FARM HOUSE, 2.3 FEET NORTH OF A T FENCE CORNER POST, 0.5
 AX0406'FOOT WEST OF A FENCE LINE RUNNING NORTH AND SOUTH. MONUMENT IS 3.1
 AX0406'FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1
 AX0406'FOOT ABOVE THE GROUND.
 AX0406
 AX0406                          STATION RECOVERY (2006)
 AX0406
 AX0406'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 AX0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0162 ***********************************************************************
 AX0162  DESIGNATION -  K 815 RESET 1954
 AX0162  PID         -  AX0162
 AX0162  STATE/COUNTY-  TX/COLORADO
 AX0162  USGS QUAD   -  CAT SPRING (1981)
 AX0162
 AX0162                         *CURRENT SURVEY CONTROL
 AX0162  ___________________________________________________________________
 AX0162* NAD 83(1986)-  29 47 02.     (N)    096 22 11.     (W)     SCALED    
 AX0162* NAVD 88     -        78.13   (+/-2cm)     256.3    (feet)  VERTCON   
 AX0162  ___________________________________________________________________
 AX0162  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0162
 AX0162  VERT ORDER  -  THIRD (See Below)
 AX0162
 AX0162.The horizontal coordinates were scaled from a topographic map and have
 AX0162.an estimated accuracy of +/- 6 seconds.
 AX0162
 AX0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0162.The vertical order pertains to the NGVD 29 superseded value.
 AX0162
 AX0162.The geoid height was determined by GEOID03.
 AX0162
 AX0162;                    North         East    Units  Estimated Accuracy
 AX0162;SPC TXSC     - 4,219,040.      854,290.      MT  (+/- 180 meters Scaled)
 AX0162
 AX0162                          SUPERSEDED SURVEY CONTROL
 AX0162
 AX0162  NGVD 29 (??/??/??)   78.11   (m)          256.3    (f) RESET       3  
 AX0162
 AX0162.Superseded values are not recommended for survey control.
 AX0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0162.See file dsdata.txt to determine how the superseded data were derived.
 AX0162
 AX0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT542977(NAD 83)
 AX0162_MARKER: DB = BENCH MARK DISK
 AX0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0162_STAMPING: K 815 RESET 1954
 AX0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0162+STABILITY: SURFACE MOTION
 AX0162
 AX0162  HISTORY     - Date     Condition        Report By
 AX0162  HISTORY     - 1954     MONUMENTED       TXHD
 AX0162  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0162
 AX0162                          STATION DESCRIPTION
 AX0162
 AX0162'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1954
 AX0162'2.2 MI NE FROM BERNARDO.
 AX0162'2.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE FOUR CORNERS AT
 AX0162'BERNARDO, 0.1 MILE NORTHEAST OF A DOUBLE 24-INCH CONCRETE-PIPE CULVERT
 AX0162'UNDER THE ROAD, 39 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 16
 AX0162'FEET SOUTH OF A T FENCE CORNER, AND 1 FOOT SOUTH OF A GATEPOST.
 AX0162
 AX0162                          STATION RECOVERY (1991)
 AX0162
 AX0162'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHA)
 AX0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0154 ***********************************************************************
 AX0154  DESIGNATION -  K 816
 AX0154  PID         -  AX0154
 AX0154  STATE/COUNTY-  TX/AUSTIN
 AX0154  USGS QUAD   -  SEALY (1981)
 AX0154
 AX0154                         *CURRENT SURVEY CONTROL
 AX0154  ___________________________________________________________________
 AX0154* NAD 83(1986)-  29 45 25.     (N)    096 11 22.     (W)     SCALED    
 AX0154* NAVD 88     -        62.63   (+/-2cm)     205.5    (feet)  VERTCON   
 AX0154  ___________________________________________________________________
 AX0154  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AX0154
 AX0154  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0154
 AX0154.The horizontal coordinates were scaled from a topographic map and have
 AX0154.an estimated accuracy of +/- 6 seconds.
 AX0154
 AX0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0154.The vertical order pertains to the NGVD 29 superseded value.
 AX0154
 AX0154.The geoid height was determined by GEOID03.
 AX0154
 AX0154;                    North         East    Units  Estimated Accuracy
 AX0154;SPC TXSC     - 4,216,460.      871,780.      MT  (+/- 180 meters Scaled)
 AX0154
 AX0154                          SUPERSEDED SURVEY CONTROL
 AX0154
 AX0154  NGVD 29 (??/??/92)   62.608  (m)          205.41   (f) ADJ UNCH    2 0
 AX0154
 AX0154.Superseded values are not recommended for survey control.
 AX0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0154.See file dsdata.txt to determine how the superseded data were derived.
 AX0154
 AX0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT717951(NAD 83)
 AX0154_MARKER: DB = BENCH MARK DISK
 AX0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0154_STAMPING: K 816 1943
 AX0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0154+STABILITY: SURFACE MOTION
 AX0154
 AX0154  HISTORY     - Date     Condition        Report By
 AX0154  HISTORY     - 1943     MONUMENTED       CGS
 AX0154  HISTORY     - 19991024 MARK NOT FOUND   USPSQD
 AX0154
 AX0154                          STATION DESCRIPTION
 AX0154
 AX0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0154'3.0 MI SW FROM SEALY.
 AX0154'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD FREIGHT STATION
 AX0154'AT SEALY, PROCEED 3.0 MILES SOUTHWESTERLY ALONG THE TRACK TO MILE POST
 AX0154'NO. 3 AND SITE OF BENCH MARK.  BENCH MARK IS 94.6 FEET SOUTHEAST OF
 AX0154'AND ACROSS THE TRACK FROM MILE POST NO. 3. IT IS 46.7 FEET SOUTHEAST
 AX0154'OF AND ABOUT THE  SAME ELEVATION AS THE CENTERLINE OF THE TRACK, 2.7
 AX0154'FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE. MONUMENT IS 2.4
 AX0154'FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.1
 AX0154'FOOT ABOVE THE GROUND.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 AX0154'POST.
 AX0154
 AX0154                          STATION RECOVERY (1999)
 AX0154
 AX0154'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1184 ***********************************************************************
 AX1184  DESIGNATION -  K 817
 AX1184  PID         -  AX1184
 AX1184  STATE/COUNTY-  TX/COLORADO
 AX1184  USGS QUAD   -  COLUMBUS (1981)
 AX1184
 AX1184                         *CURRENT SURVEY CONTROL
 AX1184  ___________________________________________________________________
 AX1184* NAD 83(1986)-  29 44 54.     (N)    096 33 08.     (W)     SCALED    
 AX1184* NAVD 88     -        61.04   (+/-2cm)     200.3    (feet)  VERTCON   
 AX1184  ___________________________________________________________________
 AX1184  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AX1184
 AX1184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1184
 AX1184.The horizontal coordinates were scaled from a topographic map and have
 AX1184.an estimated accuracy of +/- 6 seconds.
 AX1184
 AX1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1184.The vertical order pertains to the NGVD 29 superseded value.
 AX1184
 AX1184.The geoid height was determined by GEOID03.
 AX1184
 AX1184;                    North         East    Units  Estimated Accuracy
 AX1184;SPC TXSC     - 4,214,710.      836,730.      MT  (+/- 180 meters Scaled)
 AX1184
 AX1184                          SUPERSEDED SURVEY CONTROL
 AX1184
 AX1184  NGVD 29 (??/??/92)   61.021  (m)          200.20   (f) ADJ UNCH    2 0
 AX1184
 AX1184.Superseded values are not recommended for survey control.
 AX1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1184.See file dsdata.txt to determine how the superseded data were derived.
 AX1184
 AX1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT367934(NAD 83)
 AX1184_MARKER: DB = BENCH MARK DISK
 AX1184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1184_SP_SET: PIER
 AX1184_STAMPING: K 817 1943
 AX1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1184+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1184
 AX1184  HISTORY     - Date     Condition        Report By
 AX1184  HISTORY     - 1943     MONUMENTED       CGS
 AX1184  HISTORY     - 1957     GOOD             USGS
 AX1184  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX1184  HISTORY     - 1987     GOOD             USPSQD
 AX1184  HISTORY     - 20041026 GOOD             USPSQD
 AX1184  HISTORY     - 20051106 GOOD             USPSQD
 AX1184
 AX1184                          STATION DESCRIPTION
 AX1184
 AX1184'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 AX1184'3.2 MI N FROM COLUMBUS.
 AX1184'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 71 FROM THE INTERSECTION OF
 AX1184'U.S. HIGHWAY 90 AT COLUMBUS, THENCE 2.0 MILES NORTH ALONG FARM ROAD
 AX1184'109 TO A LARGE CONCRETE BRIDGE OVER CUMMINGS CREEK, THENCE ABOUT 420
 AX1184'FEET UPSTREAM WEST TO THE OLD BRIDGE.  11.3 FEET WEST OF THE
 AX1184'CENTERLINE OF THE OLD BRIDGE, IN THE TOP OF THE NORTH CONCRETE PIER,
 AX1184'AND ABOUT 3 FEET LOWER THAN THE BRIDGE FLOOR.
 AX1184
 AX1184                          STATION RECOVERY (1987)
 AX1184
 AX1184'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBB)
 AX1184'MARK NOT FOUND.
 AX1184
 AX1184                          STATION RECOVERY (1987)
 AX1184
 AX1184'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AX1184'RECOVERED IN GOOD CONDITION.
 AX1184
 AX1184                          STATION RECOVERY (2004)
 AX1184
 AX1184'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1184'RECOVERED IN GOOD CONDITION.
 AX1184
 AX1184                          STATION RECOVERY (2005)
 AX1184
 AX1184'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1184'DESCRIPTION STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1066 ***********************************************************************
 AX1066  DESIGNATION -  K 818
 AX1066  PID         -  AX1066
 AX1066  STATE/COUNTY-  TX/FAYETTE
 AX1066  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1066
 AX1066                         *CURRENT SURVEY CONTROL
 AX1066  ___________________________________________________________________
 AX1066* NAD 83(1986)-  29 53 40.     (N)    096 40 20.     (W)     SCALED    
 AX1066* NAVD 88     -       126.91   (+/-2cm)     416.4    (feet)  VERTCON   
 AX1066  ___________________________________________________________________
 AX1066  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1066
 AX1066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1066
 AX1066.The horizontal coordinates were scaled from a topographic map and have
 AX1066.an estimated accuracy of +/- 6 seconds.
 AX1066
 AX1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1066.The vertical order pertains to the NGVD 29 superseded value.
 AX1066
 AX1066.The geoid height was determined by GEOID03.
 AX1066
 AX1066;                    North         East    Units  Estimated Accuracy
 AX1066;SPC TXSC     - 4,230,670.      824,800.      MT  (+/- 180 meters Scaled)
 AX1066
 AX1066                          SUPERSEDED SURVEY CONTROL
 AX1066
 AX1066  NGVD 29 (??/??/92)  126.87   (m)          416.2    (f) COMPUTED    2 0
 AX1066
 AX1066.Superseded values are not recommended for survey control.
 AX1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1066.See file dsdata.txt to determine how the superseded data were derived.
 AX1066
 AX1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU247093(NAD 83)
 AX1066_MARKER: DB = BENCH MARK DISK
 AX1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1066_STAMPING: K 818 1943
 AX1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1066+STABILITY: SURFACE MOTION
 AX1066
 AX1066  HISTORY     - Date     Condition        Report By
 AX1066  HISTORY     - 1943     MONUMENTED       CGS
 AX1066  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1066
 AX1066                          STATION DESCRIPTION
 AX1066
 AX1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1066'5.7 MI N FROM ELLINGER.
 AX1066'TO REACH FROM THE POST OFFICE AT ELLINGER, PROCEED 3.9 MILES
 AX1066'NORTHEASTERLY ALONG A GRAVEL ROAD TO THE INTERSECTION OF A GRAVEL T
 AX1066'ROAD, THENCE 1.8 MILE NORTHWESTERLY ALONG A GRAVEL ROAD TO SITE OF
 AX1066'BENCH MARK.  BENCH MARK IS 0.15 MILE SOUTHEAST OF A CURVE IN THE ROAD.
 AX1066'IT IS 37.5 FEET SOUTHWEST OF AND ABOUT 2.5 FEET ABOVE THE CENTERLINE
 AX1066'OF THE ROAD, 13.0 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE
 AX1066'AND 3.2 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.
 AX1066'MONUMENT PROJECTS 0.1 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 0.9 MILE
 AX1066'SOUTHEAST OF THE KNIPPELS DRY GOODS STORE BRICK BUILDING AT
 AX1066'FAYETTEVILLE.
 AX1066
 AX1066                          STATION RECOVERY (1997)
 AX1066
 AX1066'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1067 ***********************************************************************
 AX1067  DESIGNATION -  K 818 RESET
 AX1067  PID         -  AX1067
 AX1067  STATE/COUNTY-  TX/FAYETTE
 AX1067  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1067
 AX1067                         *CURRENT SURVEY CONTROL
 AX1067  ___________________________________________________________________
 AX1067* NAD 83(1986)-  29 53 40.     (N)    096 40 20.     (W)     SCALED    
 AX1067* NAVD 88     -       127.084  (meters)     416.94   (feet)  ADJUSTED  
 AX1067  ___________________________________________________________________
 AX1067  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AX1067  DYNAMIC HT  -         126.909 (meters)     416.37  (feet)  COMP
 AX1067  MODELED GRAV-     979,263.0   (mgal)                       NAVD 88
 AX1067
 AX1067  VERT ORDER  -  FIRST     CLASS I
 AX1067
 AX1067.The horizontal coordinates were scaled from a topographic map and have
 AX1067.an estimated accuracy of +/- 6 seconds.
 AX1067
 AX1067.The orthometric height was determined by differential leveling
 AX1067.and adjusted by the National Geodetic Survey in June 1991..
 AX1067
 AX1067.The geoid height was determined by GEOID03.
 AX1067
 AX1067.The dynamic height is computed by dividing the NAVD 88
 AX1067.geopotential number by the normal gravity value computed on the
 AX1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1067.degrees latitude (g = 980.6199 gals.).
 AX1067
 AX1067.The modeled gravity was interpolated from observed gravity values.
 AX1067
 AX1067;                    North         East    Units  Estimated Accuracy
 AX1067;SPC TXSC     - 4,230,670.      824,800.      MT  (+/- 180 meters Scaled)
 AX1067
 AX1067                          SUPERSEDED SURVEY CONTROL
 AX1067
 AX1067  NGVD 29 (12/23/87)  127.043  (m)          416.81   (f) ADJUSTED    1 1
 AX1067
 AX1067.Superseded values are not recommended for survey control.
 AX1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1067.See file dsdata.txt to determine how the superseded data were derived.
 AX1067
 AX1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU247093(NAD 83)
 AX1067_MARKER: DB = BENCH MARK DISK
 AX1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1067_SP_SET: CONCRETE POST
 AX1067_STAMPING: K 818 RESET 1964
 AX1067_MARK LOGO: CGS   
 AX1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1067+STABILITY: SURFACE MOTION
 AX1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1067+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 AX1067
 AX1067  HISTORY     - Date     Condition        Report By
 AX1067  HISTORY     - 1964     MONUMENTED       CGS
 AX1067  HISTORY     - 1978     GOOD             NGS
 AX1067  HISTORY     - 1986     GOOD             NGS
 AX1067  HISTORY     - 19970607 GOOD             USPSQD
 AX1067  HISTORY     - 20051106 GOOD             USPSQD
 AX1067
 AX1067                          STATION DESCRIPTION
 AX1067
 AX1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AX1067'0.8 MI SE FROM FAYETTEVILLE.
 AX1067'TO REACH FROM THE POST OFFICE IN FAYETTEVILLE, GO SOUTH ONE BLOCK,
 AX1067'THENCE WEST ONE BLOCK TO A CROSSROAD, THENCE 0.1 MILE SOUTHEAST TO A
 AX1067'RAILROAD CROSSING, THENCE 0.7 MILE SOUTHEAST ALONG A COUNTY ROAD TO
 AX1067'BENCH MARK, 40 FEET SOUTHWEST OF THE CENTER LINE OF ROAD, ABOUT 0.15
 AX1067'MILE NORTHWEST OF A FARM HOUSE, AND 1 FOOT SOUTHEAST OF A METAL
 AX1067'WITNESS POST.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE POST
 AX1067'WHICH PROJECTS 6 INCHES ABOVE SURFACE OF GROUND.
 AX1067
 AX1067                          STATION RECOVERY (1978)
 AX1067
 AX1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1067'RECOVERED IN GOOD CONDITION.
 AX1067
 AX1067                          STATION RECOVERY (1986)
 AX1067
 AX1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1067'RECOVERED IN GOOD CONDITION.  THE 1964 DESCRIPTION IS ADEQUATE EXCEPT
 AX1067'ADD--0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.
 AX1067
 AX1067                          STATION RECOVERY (1997)
 AX1067
 AX1067'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1067'RECOVERED IN GOOD CONDITION.
 AX1067
 AX1067                          STATION RECOVERY (2005)
 AX1067
 AX1067'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1067'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1084 ***********************************************************************
 AX1084  DESIGNATION -  K 819
 AX1084  PID         -  AX1084
 AX1084  STATE/COUNTY-  TX/FAYETTE
 AX1084  USGS QUAD   -  SCHULENBURG (1981)
 AX1084
 AX1084                         *CURRENT SURVEY CONTROL
 AX1084  ___________________________________________________________________
 AX1084* NAD 83(1986)-  29 40 54.     (N)    096 54 58.     (W)     SCALED    
 AX1084* NAVD 88     -        94.58   (+/-2cm)     310.3    (feet)  VERTCON   
 AX1084  ___________________________________________________________________
 AX1084  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX1084
 AX1084  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1084
 AX1084.The horizontal coordinates were scaled from a topographic map and have
 AX1084.an estimated accuracy of +/- 6 seconds.
 AX1084
 AX1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1084.The vertical order pertains to the NGVD 29 superseded value.
 AX1084
 AX1084.The geoid height was determined by GEOID03.
 AX1084
 AX1084;                    North         East    Units  Estimated Accuracy
 AX1084;SPC TXSC     - 4,206,640.      801,670.      MT  (+/- 180 meters Scaled)
 AX1084
 AX1084                          SUPERSEDED SURVEY CONTROL
 AX1084
 AX1084  NGVD 29 (??/??/92)   94.55   (m)          310.2    (f) COMPUTED    2 0
 AX1084
 AX1084.Superseded values are not recommended for survey control.
 AX1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1084.See file dsdata.txt to determine how the superseded data were derived.
 AX1084
 AX1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT016853(NAD 83)
 AX1084_MARKER: DB = BENCH MARK DISK
 AX1084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1084_SP_SET: BRIDGE
 AX1084_STAMPING: K 819 1943
 AX1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1084
 AX1084  HISTORY     - Date     Condition        Report By
 AX1084  HISTORY     - 1943     MONUMENTED       CGS
 AX1084  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1084  HISTORY     - 1990     GOOD             USPSQD
 AX1084  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 AX1084  HISTORY     - 20020812 MARK NOT FOUND   USPSQD
 AX1084  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX1084
 AX1084                          STATION DESCRIPTION
 AX1084
 AX1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1084'0.85 MI W FROM SCHULENBURG.
 AX1084'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 90 AND U.S. HIGHWAY NO.
 AX1084'77 AT SCHULENBURG, PROCEED 0.85 MILE WESTERLY ALONG U.S. HIGHWAY NO.
 AX1084'90 TO A CONCRETE BRIDGE AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1084'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A
 AX1084'20.0 FOOT CONCRETE BRIDGE OVER A CREEK.  IT IS 18.0 FEET NORTH OF AND
 AX1084'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX1084
 AX1084                          STATION RECOVERY (1965)
 AX1084
 AX1084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1084'MARK NOT FOUND.
 AX1084
 AX1084                          STATION RECOVERY (1990)
 AX1084
 AX1084'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX1084'RECOVERED IN GOOD CONDITION.
 AX1084
 AX1084                          STATION RECOVERY (1997)
 AX1084
 AX1084'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1084'MARK NOT FOUND.
 AX1084
 AX1084                          STATION RECOVERY (2002)
 AX1084
 AX1084'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1084'MARK NOT FOUND.
 AX1084
 AX1084                          STATION RECOVERY (2005)
 AX1084
 AX1084'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1085 ***********************************************************************
 AX1085  DESIGNATION -  K 819 RESET 1965
 AX1085  PID         -  AX1085
 AX1085  STATE/COUNTY-  TX/FAYETTE
 AX1085  USGS QUAD   -  SCHULENBURG (1981)
 AX1085
 AX1085                         *CURRENT SURVEY CONTROL
 AX1085  ___________________________________________________________________
 AX1085* NAD 83(1986)-  29 40 54.     (N)    096 54 58.     (W)     SCALED    
 AX1085* NAVD 88     -        94.56   (+/-2cm)     310.2    (feet)  VERTCON   
 AX1085  ___________________________________________________________________
 AX1085  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX1085
 AX1085  VERT ORDER  -  THIRD (See Below)
 AX1085
 AX1085.The horizontal coordinates were scaled from a topographic map and have
 AX1085.an estimated accuracy of +/- 6 seconds.
 AX1085
 AX1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1085.The vertical order pertains to the NGVD 29 superseded value.
 AX1085
 AX1085.The geoid height was determined by GEOID03.
 AX1085
 AX1085;                    North         East    Units  Estimated Accuracy
 AX1085;SPC TXSC     - 4,206,640.      801,670.      MT  (+/- 180 meters Scaled)
 AX1085
 AX1085                          SUPERSEDED SURVEY CONTROL
 AX1085
 AX1085  NGVD 29 (??/??/??)   94.53   (m)          310.1    (f) RESET       3  
 AX1085
 AX1085.Superseded values are not recommended for survey control.
 AX1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1085.See file dsdata.txt to determine how the superseded data were derived.
 AX1085
 AX1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT016853(NAD 83)
 AX1085_MARKER: DB = BENCH MARK DISK
 AX1085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1085_SP_SET: BRIDGE
 AX1085_STAMPING: K 819 RESET 1965
 AX1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1085+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1085
 AX1085  HISTORY     - Date     Condition        Report By
 AX1085  HISTORY     - 1965     MONUMENTED       TXHD
 AX1085  HISTORY     - 1970     GOOD             TXHD
 AX1085  HISTORY     - 1987     GOOD             USPSQD
 AX1085  HISTORY     - 1987     GOOD             USPSQD
 AX1085  HISTORY     - 1990     GOOD             USPSQD
 AX1085  HISTORY     - 19970608 GOOD             USPSQD
 AX1085  HISTORY     - 20020812 GOOD             USPSQD
 AX1085  HISTORY     - 20050318 GOOD             USPSQD
 AX1085
 AX1085                          STATION DESCRIPTION
 AX1085
 AX1085'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1965
 AX1085'0.85 MI W FROM SHULENBURG.
 AX1085'FROM THE CROSSING OF U. S. HIGHWAY 90 AND U. S. HIGHWAY 77, AT
 AX1085'SHULENBURG, PROCEED 0.85 MILE WESTERLY ALONG HIGHWAY 90 TO A CONCRETE
 AX1085'BRIDGE AND SET HORIZONTALLY IN THE TOP OF THE WEST END OF THE SOUTH
 AX1085'HEADWALL OF A 20.0 FOOT CONCRETE BRIDGE OVER A CREEK, 27.4 FEET SOUTH
 AX1085'OF AND ABOUT 0.6 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.
 AX1085
 AX1085                          STATION RECOVERY (1970)
 AX1085
 AX1085'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1085'RECOVERED IN GOOD CONDITION.
 AX1085
 AX1085                          STATION RECOVERY (1987)
 AX1085
 AX1085'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1085'RECOVERED IN GOOD CONDITION.
 AX1085
 AX1085                          STATION RECOVERY (1987)
 AX1085
 AX1085'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1085'RECOVERED IN GOOD CONDITION.
 AX1085
 AX1085                          STATION RECOVERY (1990)
 AX1085
 AX1085'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX1085'RECOVERED IN GOOD CONDITION.
 AX1085
 AX1085                          STATION RECOVERY (1997)
 AX1085
 AX1085'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1085'RECOVERED IN GOOD CONDITION.
 AX1085
 AX1085                          STATION RECOVERY (2002)
 AX1085
 AX1085'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1085'RECOVERED IN GOOD CONDITION.
 AX1085
 AX1085                          STATION RECOVERY (2005)
 AX1085
 AX1085'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0923 ***********************************************************************
 AY0923  DESIGNATION -  K 82
 AY0923  PID         -  AY0923
 AY0923  STATE/COUNTY-  TX/KENDALL
 AY0923  USGS QUAD   -  RANGER CREEK (1982)
 AY0923
 AY0923                         *CURRENT SURVEY CONTROL
 AY0923  ___________________________________________________________________
 AY0923* NAD 83(1986)-  29 49 42.     (N)    098 45 42.     (W)     SCALED    
 AY0923* NAVD 88     -       458.649  (meters)    1504.75   (feet)  ADJUSTED  
 AY0923  ___________________________________________________________________
 AY0923  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AY0923  DYNAMIC HT  -         457.982 (meters)    1502.56  (feet)  COMP
 AY0923  MODELED GRAV-     979,174.1   (mgal)                       NAVD 88
 AY0923
 AY0923  VERT ORDER  -  FIRST     CLASS II
 AY0923
 AY0923.The horizontal coordinates were scaled from a topographic map and have
 AY0923.an estimated accuracy of +/- 6 seconds.
 AY0923
 AY0923.The orthometric height was determined by differential leveling
 AY0923.and adjusted by the National Geodetic Survey in June 1991..
 AY0923
 AY0923.The geoid height was determined by GEOID03.
 AY0923
 AY0923.The dynamic height is computed by dividing the NAVD 88
 AY0923.geopotential number by the normal gravity value computed on the
 AY0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0923.degrees latitude (g = 980.6199 gals.).
 AY0923
 AY0923.The modeled gravity was interpolated from observed gravity values.
 AY0923
 AY0923;                    North         East    Units  Estimated Accuracy
 AY0923;SPC TXSC     - 4,221,130.      623,030.      MT  (+/- 180 meters Scaled)
 AY0923
 AY0923                          SUPERSEDED SURVEY CONTROL
 AY0923
 AY0923.No superseded survey control is available for this station.
 AY0923
 AY0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT230997(NAD 83)
 AY0923_MARKER: DB = BENCH MARK DISK
 AY0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0923_STAMPING: K 82 1931
 AY0923_MARK LOGO: CGS   
 AY0923_PROJECTION: PROJECTING 15 CENTIMETERS
 AY0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0923+STABILITY: SURFACE MOTION
 AY0923
 AY0923  HISTORY     - Date     Condition        Report By
 AY0923  HISTORY     - 1931     MONUMENTED       CGS
 AY0923  HISTORY     - 1953     GOOD             NGS
 AY0923  HISTORY     - 1982     GOOD             NGS
 AY0923  HISTORY     - 19940302 GOOD             USPSQD
 AY0923  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY0923
 AY0923                          STATION DESCRIPTION
 AY0923
 AY0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0923'3.6 MI NW FROM BOERNE.
 AY0923'3.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0923'STATION AT BOERNE, 2 POLES SOUTHEAST OF MILEPOST 273, 66 FEET
 AY0923'NORTHEAST OF THE NORTH CORNER OF A RED BARN, 44 FEET SOUTHWEST OF THE
 AY0923'SOUTHWEST RAIL, 36 FEET NORTHEAST OF THE CENTER LINE OF AN ABANDONED
 AY0923'ROAD, 2 FEET NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST,
 AY0923'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 AY0923'GROUND.
 AY0923
 AY0923                          STATION RECOVERY (1982)
 AY0923
 AY0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0923'4.0 KM (2.5 MI) NORTHWEST ALONG BUSINESS U.S. HIGHWAY 87 FROM THE
 AY0923'JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, THENCE 1.5 KM (0.95 MI)
 AY0923'NORTHWEST ALONG THE NORTHEAST FRONTAGE ROAD AT A PRIVATE DRIVEWAY
 AY0923'LEADING NORTHEAST TO A 3 CAR CONCRETE CINDERBLOCK GARAGE ON MRS.
 AY0923'ECKERTS PROPERTY, THE MARK IS ABOUT 60.9 METERS (200.0 FT) NORTHEAST
 AY0923'OF THE FRONTAGE ROAD, 14.3 METERS (47.0 FT) SOUTHEAST OF THE NORTHWEST
 AY0923'CORNER OF THE GARAGE, 10.2 METERS (33.5 FT) NORTHWEST OF THE
 AY0923'SOUTHEAST CORNER OF THE GARAGE, 9.9 METERS (32.5 FT) NORTHWEST OF A
 AY0923'POWERLINE, 4.5 METERS (15.0 FT) SOUTH SOUTHEAST OF A POWERLINE POLE
 AY0923'WITH A TRANSFORMER, 1.8 METERS (6.0 FT) NORTHEAST OF A FENCE LINE.
 AY0923'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AY0923'THE MARK IS 0.9 M BELOW FRONTAGE ROAD.
 AY0923
 AY0923                          STATION RECOVERY (1994)
 AY0923
 AY0923'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0923'RECOVERED IN GOOD CONDITION.
 AY0923
 AY0923                          STATION RECOVERY (2005)
 AY0923
 AY0923'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AY0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1524 ***********************************************************************
 AN1524  DESIGNATION -  K 820
 AN1524  PID         -  AN1524
 AN1524  STATE/COUNTY-  TX/BEE
 AN1524  USGS QUAD   -  SKIDMORE NE (1979)
 AN1524
 AN1524                         *CURRENT SURVEY CONTROL
 AN1524  ___________________________________________________________________
 AN1524* NAD 83(1986)-  28 23 22.     (N)    097 32 02.     (W)     SCALED    
 AN1524* NAVD 88     -        40.59   (+/-2cm)     133.2    (feet)  VERTCON   
 AN1524  ___________________________________________________________________
 AN1524  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AN1524
 AN1524  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1524
 AN1524.The horizontal coordinates were scaled from a topographic map and have
 AN1524.an estimated accuracy of +/- 6 seconds.
 AN1524
 AN1524.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1524.The vertical order pertains to the NGVD 29 superseded value.
 AN1524
 AN1524.The geoid height was determined by GEOID03.
 AN1524
 AN1524;                    North         East    Units  Estimated Accuracy
 AN1524;SPC TXSC     - 4,062,540.      743,680.      MT  (+/- 180 meters Scaled)
 AN1524
 AN1524                          SUPERSEDED SURVEY CONTROL
 AN1524
 AN1524  NGVD 29 (??/??/92)   40.645  (m)          133.35   (f) ADJ UNCH    2 0
 AN1524
 AN1524.Superseded values are not recommended for survey control.
 AN1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1524.See file dsdata.txt to determine how the superseded data were derived.
 AN1524
 AN1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS436412(NAD 83)
 AN1524_MARKER: DB = BENCH MARK DISK
 AN1524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1524_SP_SET: CULVERT
 AN1524_STAMPING: K 820 1943
 AN1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1524
 AN1524  HISTORY     - Date     Condition        Report By
 AN1524  HISTORY     - 1943     MONUMENTED       CGS
 AN1524  HISTORY     - 19960727 GOOD             USPSQD
 AN1524
 AN1524                          STATION DESCRIPTION
 AN1524
 AN1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1524'7.8 MI SW FROM BLANCONIA.
 AN1524'0.6 MILE SOUTH ALONG A COUNTY ROAD FROM THE CATHOLIC CHURCH AT
 AN1524'BLANCONIA, BEE COUNTY, THENCE 7.2 MILES WEST ALONG STATE HIGHWAY 202.
 AN1524'13.7 MILES EAST OF THE COUNTY COURTHOUSE AT BEEVILLE, AT A 4- BY
 AN1524'3-FOOT FOUR-SECTION CONCRETE CULVERT UNDER THE HIGHWAY, IN THE WEST
 AN1524'END OF THE NORTH CONCRETE HEADWALL, 17.5 FEET NORTH OF THE CENTERLINE
 AN1524'OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 AN1524'K 820 1943.
 AN1524
 AN1524                          STATION RECOVERY (1996)
 AN1524
 AN1524'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2222 ***********************************************************************
 AX2222  DESIGNATION -  K 821
 AX2222  PID         -  AX2222
 AX2222  STATE/COUNTY-  TX/CALDWELL
 AX2222  USGS QUAD   -  LULING (1994)
 AX2222
 AX2222                         *CURRENT SURVEY CONTROL
 AX2222  ___________________________________________________________________
 AX2222* NAD 83(1986)-  29 44 51.     (N)    097 40 42.     (W)     SCALED    
 AX2222* NAVD 88     -       140.34   (+/-2cm)     460.4    (feet)  VERTCON   
 AX2222  ___________________________________________________________________
 AX2222  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2222
 AX2222  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2222
 AX2222.The horizontal coordinates were scaled from a topographic map and have
 AX2222.an estimated accuracy of +/- 6 seconds.
 AX2222
 AX2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2222.The vertical order pertains to the NGVD 29 superseded value.
 AX2222
 AX2222.The geoid height was determined by GEOID03.
 AX2222
 AX2222;                    North         East    Units  Estimated Accuracy
 AX2222;SPC TXSC     - 4,212,860.      727,830.      MT  (+/- 180 meters Scaled)
 AX2222
 AX2222                          SUPERSEDED SURVEY CONTROL
 AX2222
 AX2222  NGVD 29 (??/??/92)  140.278  (m)          460.23   (f) ADJ UNCH    2 0
 AX2222
 AX2222.Superseded values are not recommended for survey control.
 AX2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2222.See file dsdata.txt to determine how the superseded data were derived.
 AX2222
 AX2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT277915(NAD 83)
 AX2222_MARKER: DB = BENCH MARK DISK
 AX2222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2222_SP_SET: CULVERT
 AX2222_STAMPING: K 821 1943
 AX2222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2222+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AX2222
 AX2222  HISTORY     - Date     Condition        Report By
 AX2222  HISTORY     - 1943     MONUMENTED       CGS
 AX2222  HISTORY     - 1959     GOOD             DOD
 AX2222  HISTORY     - 1988     GOOD             USPSQD
 AX2222  HISTORY     - 1990     GOOD             USPSQD
 AX2222  HISTORY     - 19930808 POOR             USPSQD
 AX2222  HISTORY     - 19990925 POOR             USPSQD
 AX2222  HISTORY     - 20050222 GOOD             USPSQD
 AX2222  HISTORY     - 20060429 POOR             USPSQD
 AX2222
 AX2222                          STATION DESCRIPTION
 AX2222
 AX2222'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2222'4.8 MI N FROM LULING.
 AX2222'4.8 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE INTERSECTION OF STATE
 AX2222'HIGHWAY 80 AT LULING, CALDWELL COUNTY, AT A CONCRETE CULVERT, IN THE
 AX2222'TOP OF THE NORTH END OF THE EAST HEADWALL, 12 FEET NORTHEAST OF THE
 AX2222'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 AX2222'NOTE-- THE MARK IS 142 FEET NORTH OF THE NORTH EDGE OF A LONE TREE IN
 AX2222'A CLEARING.
 AX2222
 AX2222                          STATION RECOVERY (1988)
 AX2222
 AX2222'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2222'RECOVERED IN GOOD CONDITION.
 AX2222
 AX2222                          STATION RECOVERY (1990)
 AX2222
 AX2222'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2222'RECOVERED IN GOOD CONDITION.
 AX2222
 AX2222                          STATION RECOVERY (1993)
 AX2222
 AX2222'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2222'MARK RECOVERED IN POOR CONDITION.
 AX2222
 AX2222                          STATION RECOVERY (1999)
 AX2222
 AX2222'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2222'MARK RECOVERED IN POOR CONDITION.
 AX2222
 AX2222                          STATION RECOVERY (2005)
 AX2222
 AX2222'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2222'SCRATCHES ACROSS THE TOP.
 AX2222
 AX2222                          STATION RECOVERY (2006)
 AX2222
 AX2222'RECOVERY NOTE BY US POWER SQUADRON 2006 (CS)
 AX2222'DIFFICULT TO READ MARKINGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1383 ***********************************************************************
 AX1383  DESIGNATION -  K 822
 AX1383  PID         -  AX1383
 AX1383  STATE/COUNTY-  TX/GONZALES
 AX1383  USGS QUAD   -  WAELDER (1981)
 AX1383
 AX1383                         *CURRENT SURVEY CONTROL
 AX1383  ___________________________________________________________________
 AX1383* NAD 83(1986)-  29 38 03.     (N)    097 19 13.     (W)     SCALED    
 AX1383* NAVD 88     -        93.94   (+/-2cm)     308.2    (feet)  VERTCON   
 AX1383  ___________________________________________________________________
 AX1383  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AX1383
 AX1383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1383
 AX1383.The horizontal coordinates were scaled from a topographic map and have
 AX1383.an estimated accuracy of +/- 6 seconds.
 AX1383
 AX1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1383.The vertical order pertains to the NGVD 29 superseded value.
 AX1383
 AX1383.The geoid height was determined by GEOID03.
 AX1383
 AX1383;                    North         East    Units  Estimated Accuracy
 AX1383;SPC TXSC     - 4,200,750.      762,640.      MT  (+/- 180 meters Scaled)
 AX1383
 AX1383                          SUPERSEDED SURVEY CONTROL
 AX1383
 AX1383  NGVD 29 (??/??/92)   93.907  (m)          308.09   (f) ADJ UNCH    2 0
 AX1383
 AX1383.Superseded values are not recommended for survey control.
 AX1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1383.See file dsdata.txt to determine how the superseded data were derived.
 AX1383
 AX1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT626794(NAD 83)
 AX1383_MARKER: DB = BENCH MARK DISK
 AX1383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1383_SP_SET: CULVERT
 AX1383_STAMPING: K 822 1943
 AX1383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1383
 AX1383  HISTORY     - Date     Condition        Report By
 AX1383  HISTORY     - 1943     MONUMENTED       CGS
 AX1383  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX1383
 AX1383                          STATION DESCRIPTION
 AX1383
 AX1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1383'4.5 MI S FROM WAELDER.
 AX1383'4.5 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE SOUTHERN PACIFIC CO.
 AX1383'RAILROAD STATION AT WAELDER, GONZALES COUNTY, AT A CONCRETE CULVERT,
 AX1383'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 14 FEET WEST OF THE
 AX1383'CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY. A
 AX1383'STANDARD DISK, STAMPED K 822 1943.
 AX1383
 AX1383                          STATION RECOVERY (1988)
 AX1383
 AX1383'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2308 ***********************************************************************
 AX2308  DESIGNATION -  K 823
 AX2308  PID         -  AX2308
 AX2308  STATE/COUNTY-  TX/CALDWELL
 AX2308  USGS QUAD   -  HARWOOD (1981)
 AX2308
 AX2308                         *CURRENT SURVEY CONTROL
 AX2308  ___________________________________________________________________
 AX2308* NAD 83(1986)-  29 39 13.     (N)    097 34 18.     (W)     SCALED    
 AX2308* NAVD 88     -       128.72   (+/-2cm)     422.3    (feet)  VERTCON   
 AX2308  ___________________________________________________________________
 AX2308  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2308
 AX2308  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2308
 AX2308.The horizontal coordinates were scaled from a topographic map and have
 AX2308.an estimated accuracy of +/- 6 seconds.
 AX2308
 AX2308.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2308.The vertical order pertains to the NGVD 29 superseded value.
 AX2308
 AX2308.The geoid height was determined by GEOID03.
 AX2308
 AX2308;                    North         East    Units  Estimated Accuracy
 AX2308;SPC TXSC     - 4,202,580.      738,270.      MT  (+/- 180 meters Scaled)
 AX2308
 AX2308                          SUPERSEDED SURVEY CONTROL
 AX2308
 AX2308  NGVD 29 (??/??/92)  128.664  (m)          422.13   (f) ADJ UNCH    2 0
 AX2308
 AX2308.Superseded values are not recommended for survey control.
 AX2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2308.See file dsdata.txt to determine how the superseded data were derived.
 AX2308
 AX2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT382812(NAD 83)
 AX2308_MARKER: DB = BENCH MARK DISK
 AX2308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2308_SP_SET: CULVERT
 AX2308_STAMPING: K 823 1943
 AX2308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2308
 AX2308  HISTORY     - Date     Condition        Report By
 AX2308  HISTORY     - 1943     MONUMENTED       CGS
 AX2308  HISTORY     - 1971     MARK NOT FOUND   NGS
 AX2308  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2308  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2308
 AX2308                          STATION DESCRIPTION
 AX2308
 AX2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2308'5.2 MI E FROM LULING.
 AX2308'IN CALDWELL COUNTY, 5.2 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE
 AX2308'SOUTHERN PACIFIC CO. RAILROAD STATION AT LULING, CALDWELL COUNTY, 4.4
 AX2308'MILES WEST OF HARWOOD, GONZALES COUNTY, 1.0 MILE WEST OF THE
 AX2308'CALDWELL-GONZALES COUNTY LINE, AT A CONCRETE CULVERT, IN THE TOP OF
 AX2308'THE WEST END OF THE NORTH HEADWALL, 18 FEET NORTH OF THE CENTERLINE OF
 AX2308'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K
 AX2308'823 1943.
 AX2308
 AX2308                          STATION RECOVERY (1971)
 AX2308
 AX2308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX2308'MARK NOT FOUND.
 AX2308
 AX2308                          STATION RECOVERY (1987)
 AX2308
 AX2308'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2308'MARK NOT FOUND.
 AX2308
 AX2308                          STATION RECOVERY (2005)
 AX2308
 AX2308'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1348 ***********************************************************************
 AX1348  DESIGNATION -  K 824
 AX1348  PID         -  AX1348
 AX1348  STATE/COUNTY-  TX/GONZALES
 AX1348  USGS QUAD   -  WAELDER (1981)
 AX1348
 AX1348                         *CURRENT SURVEY CONTROL
 AX1348  ___________________________________________________________________
 AX1348* NAD 83(1986)-  29 41 59.     (N)    097 21 50.     (W)     SCALED    
 AX1348* NAVD 88     -       110.28   (+/-2cm)     361.8    (feet)  VERTCON   
 AX1348  ___________________________________________________________________
 AX1348  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AX1348
 AX1348  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1348
 AX1348.The horizontal coordinates were scaled from a topographic map and have
 AX1348.an estimated accuracy of +/- 6 seconds.
 AX1348
 AX1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1348.The vertical order pertains to the NGVD 29 superseded value.
 AX1348
 AX1348.The geoid height was determined by GEOID03.
 AX1348
 AX1348;                    North         East    Units  Estimated Accuracy
 AX1348;SPC TXSC     - 4,207,950.      758,310.      MT  (+/- 180 meters Scaled)
 AX1348
 AX1348                          SUPERSEDED SURVEY CONTROL
 AX1348
 AX1348  NGVD 29 (??/??/92)  110.232  (m)          361.65   (f) ADJ UNCH    2 0
 AX1348
 AX1348.Superseded values are not recommended for survey control.
 AX1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1348.See file dsdata.txt to determine how the superseded data were derived.
 AX1348
 AX1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT582866(NAD 83)
 AX1348_MARKER: DB = BENCH MARK DISK
 AX1348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1348_SP_SET: BRIDGE ABUTMENT
 AX1348_STAMPING: K 824 1943
 AX1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1348+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1348
 AX1348  HISTORY     - Date     Condition        Report By
 AX1348  HISTORY     - 1943     MONUMENTED       CGS
 AX1348  HISTORY     - 1971     GOOD             NGS
 AX1348  HISTORY     - 1987     GOOD             USPSQD
 AX1348  HISTORY     - 1987     GOOD             USPSQD
 AX1348  HISTORY     - 1988     GOOD             USPSQD
 AX1348  HISTORY     - 1988     GOOD             USPSQD
 AX1348  HISTORY     - 1989     GOOD             USPSQD
 AX1348  HISTORY     - 20050318 GOOD             USPSQD
 AX1348
 AX1348                          STATION DESCRIPTION
 AX1348
 AX1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1348'3.9 MI W FROM WAELDER.
 AX1348'3.9 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE CITY WATER TANK AT
 AX1348'WAELDER, GONZALES COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE
 AX1348'SOUTH END OF THE EAST ABUTMENT, 21 FEET SOUTH OF THE CENTERLINE OF THE
 AX1348'HIGHWAY, 6 FEET SOUTH OF THE SOUTH GUARDRAIL, AND ABOUT 2 FEET LOWER
 AX1348'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 824 1943.
 AX1348
 AX1348                          STATION RECOVERY (1971)
 AX1348
 AX1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1348'RECOVERED IN GOOD CONDITION.
 AX1348
 AX1348                          STATION RECOVERY (1987)
 AX1348
 AX1348'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1348'RECOVERED IN GOOD CONDITION.
 AX1348
 AX1348                          STATION RECOVERY (1987)
 AX1348
 AX1348'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1348'RECOVERED IN GOOD CONDITION.
 AX1348
 AX1348                          STATION RECOVERY (1988)
 AX1348
 AX1348'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AX1348'RECOVERED IN GOOD CONDITION.
 AX1348
 AX1348                          STATION RECOVERY (1988)
 AX1348
 AX1348'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1348'RECOVERED IN GOOD CONDITION.
 AX1348
 AX1348                          STATION RECOVERY (1989)
 AX1348
 AX1348'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1348'RECOVERED IN GOOD CONDITION.
 AX1348
 AX1348                          STATION RECOVERY (2005)
 AX1348
 AX1348'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1434 ***********************************************************************
 AX1434  DESIGNATION -  K 825
 AX1434  PID         -  AX1434
 AX1434  STATE/COUNTY-  TX/FAYETTE
 AX1434  USGS QUAD   -  CISTERN (1981)
 AX1434
 AX1434                         *CURRENT SURVEY CONTROL
 AX1434  ___________________________________________________________________
 AX1434* NAD 83(1986)-  29 45 30.     (N)    097 09 09.     (W)     SCALED    
 AX1434* NAVD 88     -       129.50   (+/-2cm)     424.9    (feet)  VERTCON   
 AX1434  ___________________________________________________________________
 AX1434  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AX1434
 AX1434  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1434
 AX1434.The horizontal coordinates were scaled from a topographic map and have
 AX1434.an estimated accuracy of +/- 6 seconds.
 AX1434
 AX1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1434.The vertical order pertains to the NGVD 29 superseded value.
 AX1434
 AX1434.The geoid height was determined by GEOID03.
 AX1434
 AX1434;                    North         East    Units  Estimated Accuracy
 AX1434;SPC TXSC     - 4,214,750.      778,660.      MT  (+/- 180 meters Scaled)
 AX1434
 AX1434                          SUPERSEDED SURVEY CONTROL
 AX1434
 AX1434  NGVD 29 (??/??/92)  129.459  (m)          424.73   (f) ADJ UNCH    2 0
 AX1434
 AX1434.Superseded values are not recommended for survey control.
 AX1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1434.See file dsdata.txt to determine how the superseded data were derived.
 AX1434
 AX1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT786934(NAD 83)
 AX1434_MARKER: DB = BENCH MARK DISK
 AX1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1434_STAMPING: K 825 1943
 AX1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1434+STABILITY: SURFACE MOTION
 AX1434
 AX1434  HISTORY     - Date     Condition        Report By
 AX1434  HISTORY     - 1943     MONUMENTED       CGS
 AX1434
 AX1434                          STATION DESCRIPTION
 AX1434
 AX1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1434'5.9 MI SE FROM CISTERN.
 AX1434'5.9 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE ROAD INTERSECTION
 AX1434'AT CISTERN, FAYETTE COUNTY, 6.0 MILES NORTH OF THE INTERSECTION OF U.
 AX1434'S. HIGHWAY 90 AT FLATONIA, AT A CATTLEGUARD IN THE NORTHEAST
 AX1434'RIGHT-OF-WAY FENCE, 96 FEET NORTHWEST OF THE CENTER OF THE
 AX1434'CATTLEGUARD, 66 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4
 AX1434'FEET EAST OF THE CORNER OF A DIVISION FENCE, 3 FEET WEST OF A WHITE
 AX1434'WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A
 AX1434'STANDARD DISK STAMPED K 825 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX1434'PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1829 ***********************************************************************
 AX1829  DESIGNATION -  K 826
 AX1829  PID         -  AX1829
 AX1829  STATE/COUNTY-  TX/GONZALES
 AX1829  USGS QUAD   -  HAMON (1987)
 AX1829
 AX1829                         *CURRENT SURVEY CONTROL
 AX1829  ___________________________________________________________________
 AX1829* NAD 83(1986)-  29 22 49.     (N)    097 17 25.     (W)     SCALED    
 AX1829* NAVD 88     -        70.57   (+/-2cm)     231.5    (feet)  VERTCON   
 AX1829  ___________________________________________________________________
 AX1829  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AX1829
 AX1829  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1829
 AX1829.The horizontal coordinates were scaled from a topographic map and have
 AX1829.an estimated accuracy of +/- 6 seconds.
 AX1829
 AX1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1829.The vertical order pertains to the NGVD 29 superseded value.
 AX1829
 AX1829.The geoid height was determined by GEOID03.
 AX1829
 AX1829;                    North         East    Units  Estimated Accuracy
 AX1829;SPC TXSC     - 4,172,660.      765,950.      MT  (+/- 180 meters Scaled)
 AX1829
 AX1829                          SUPERSEDED SURVEY CONTROL
 AX1829
 AX1829  NGVD 29 (??/??/92)   70.553  (m)          231.47   (f) ADJ UNCH    2 0
 AX1829
 AX1829.Superseded values are not recommended for survey control.
 AX1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1829.See file dsdata.txt to determine how the superseded data were derived.
 AX1829
 AX1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT659513(NAD 83)
 AX1829_MARKER: DB = BENCH MARK DISK
 AX1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1829_STAMPING: K 826 1943
 AX1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1829+STABILITY: SURFACE MOTION
 AX1829
 AX1829  HISTORY     - Date     Condition        Report By
 AX1829  HISTORY     - 1943     MONUMENTED       CGS
 AX1829  HISTORY     - 1959     GOOD             USGS
 AX1829
 AX1829                          STATION DESCRIPTION
 AX1829
 AX1829'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AX1829'9 MI SW FROM SHINER.
 AX1829'IN GONZALES COUNTY, 5.9 MILES WEST ALONG U. S. HIGHWAY 90 A FROM THE
 AX1829'CITY HALL AT SHINER, LAVACA COUNTY, THENCE 6.2 MILES SOUTH ALONG
 AX1829'FARM-TO-MARKET ROAD 443, AND THENCE 1.05 MILES WEST AND SOUTH ALONG A
 AX1829'COUNTY ROAD.  83 FEET NORTH OF THE CENTER OF A RIGHT-ANGLE TURN, 52
 AX1829'FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE, 17 FEET EAST
 AX1829'OF THE CENTERLINE OF THE ROAD, 2.7 FEET EAST OF A FENCE LINE, AND
 AX1829'LEVEL WITH THE ROAD.  THE CONCRETE POST PROJECTS 0.3 FOOT ABOVE
 AX1829'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1511 ***********************************************************************
 AX1511  DESIGNATION -  K 827
 AX1511  PID         -  AX1511
 AX1511  STATE/COUNTY-  TX/LAVACA
 AX1511  USGS QUAD   -  MOULTON (1981)
 AX1511
 AX1511                         *CURRENT SURVEY CONTROL
 AX1511  ___________________________________________________________________
 AX1511* NAD 83(1986)-  29 33 32.     (N)    097 09 52.     (W)     SCALED    
 AX1511* NAVD 88     -       126.81   (+/-2cm)     416.0    (feet)  VERTCON   
 AX1511  ___________________________________________________________________
 AX1511  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AX1511
 AX1511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1511
 AX1511.The horizontal coordinates were scaled from a topographic map and have
 AX1511.an estimated accuracy of +/- 6 seconds.
 AX1511
 AX1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1511.The vertical order pertains to the NGVD 29 superseded value.
 AX1511
 AX1511.The geoid height was determined by GEOID03.
 AX1511
 AX1511;                    North         East    Units  Estimated Accuracy
 AX1511;SPC TXSC     - 4,192,630.      777,850.      MT  (+/- 180 meters Scaled)
 AX1511
 AX1511                          SUPERSEDED SURVEY CONTROL
 AX1511
 AX1511  NGVD 29 (??/??/92)  126.774  (m)          415.92   (f) ADJ UNCH    2 0
 AX1511
 AX1511.Superseded values are not recommended for survey control.
 AX1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1511.See file dsdata.txt to determine how the superseded data were derived.
 AX1511
 AX1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT778713(NAD 83)
 AX1511_MARKER: DB = BENCH MARK DISK
 AX1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1511_STAMPING: K 827 1943
 AX1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1511+STABILITY: SURFACE MOTION
 AX1511
 AX1511  HISTORY     - Date     Condition        Report By
 AX1511  HISTORY     - 1943     MONUMENTED       CGS
 AX1511
 AX1511                          STATION DESCRIPTION
 AX1511
 AX1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1511'2 MI SW FROM MOULTON.
 AX1511'2.0 MILES SOUTHWEST OF MOULTON, LAVACA COUNTY.  THIS BENCH MARK MAY BE
 AX1511'REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 0.3
 AX1511'MILE WEST ALONG MOORE AVENUE, TURN LEFT AND GO 0.8 MILE SOUTH ALONG A
 AX1511'GRADED ROAD, AND TURN RIGHT AND GO 0.9 MILE WEST ALONG THE GONZALES
 AX1511'ROAD.  IT IS AT THE CENTER OF A SMALL CURVE IN THE ROAD, ON THE
 AX1511'OUTSIDE OF THE CURVE, 105 FEET EAST OF A GATE IN THE RIGHT-OF-WAY
 AX1511'FENCE, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF
 AX1511'THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AX1511'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED K 827 1943 AND SET
 AX1511'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0498 ***********************************************************************
 AY0498  DESIGNATION -  K 829
 AY0498  PID         -  AY0498
 AY0498  STATE/COUNTY-  TX/WILSON
 AY0498  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0498
 AY0498                         *CURRENT SURVEY CONTROL
 AY0498  ___________________________________________________________________
 AY0498* NAD 83(1986)-  29 13 26.     (N)    098 03 24.     (W)     SCALED    
 AY0498* NAVD 88     -       146.17   (+/-2cm)     479.6    (feet)  VERTCON   
 AY0498  ___________________________________________________________________
 AY0498  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AY0498
 AY0498  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0498
 AY0498.The horizontal coordinates were scaled from a topographic map and have
 AY0498.an estimated accuracy of +/- 6 seconds.
 AY0498
 AY0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0498.The vertical order pertains to the NGVD 29 superseded value.
 AY0498
 AY0498.The geoid height was determined by GEOID03.
 AY0498
 AY0498;                    North         East    Units  Estimated Accuracy
 AY0498;SPC TXSC     - 4,154,480.      691,710.      MT  (+/- 180 meters Scaled)
 AY0498
 AY0498                          SUPERSEDED SURVEY CONTROL
 AY0498
 AY0498  NGVD 29 (??/??/92)  146.110  (m)          479.36   (f) ADJ UNCH    2 0
 AY0498
 AY0498.Superseded values are not recommended for survey control.
 AY0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0498.See file dsdata.txt to determine how the superseded data were derived.
 AY0498
 AY0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT916331(NAD 83)
 AY0498_MARKER: DB = BENCH MARK DISK
 AY0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0498_SP_SET: CULVERT
 AY0498_STAMPING: K 829 1943
 AY0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0498
 AY0498  HISTORY     - Date     Condition        Report By
 AY0498  HISTORY     - 1943     MONUMENTED       CGS
 AY0498  HISTORY     - 1955     GOOD             NGS
 AY0498  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0498  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0498
 AY0498                          STATION DESCRIPTION
 AY0498
 AY0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0498'5.05 MI S FROM SUTHERLAND SPRINGS.
 AY0498'TO REACH FROM THE POST OFFICE AT SUTHERLAND SPRINGS-- PROCEED 2.5
 AY0498'MILES SOUTHEASTERLY ALONG U. S. HIGHWAY NO. 87 TO THE INTERSECTION OF
 AY0498'STATE HIGHWAY NO.97 LEADING SOUTHWEST, THENCE 2.55 MILES SOUTHWESTERLY
 AY0498'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTHEAST OF A
 AY0498'FARM ROAD INTERSECTION LEADING NORTHWEST TO THE RESIDENCE OF H. W.
 AY0498'BOLDT, AND 18.0 FEET NORTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AY0498'CENTERLINE OF HIGHWAY.  IT IS SET HORIZONTALLY IN THE SOUTHWEST END OF
 AY0498'THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 AY0498
 AY0498                          STATION RECOVERY (1955)
 AY0498
 AY0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AY0498'RECOVERED IN GOOD CONDITION.
 AY0498
 AY0498                          STATION RECOVERY (1996)
 AY0498
 AY0498'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0498'MARK NOT FOUND.
 AY0498
 AY0498                          STATION RECOVERY (2003)
 AY0498
 AY0498'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0499 ***********************************************************************
 AY0499  DESIGNATION -  K 829 RESET 1955
 AY0499  PID         -  AY0499
 AY0499  STATE/COUNTY-  TX/WILSON
 AY0499  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0499
 AY0499                         *CURRENT SURVEY CONTROL
 AY0499  ___________________________________________________________________
 AY0499* NAD 83(1986)-  29 13 26.     (N)    098 03 25.     (W)     SCALED    
 AY0499* NAVD 88     -       145.62   (+/-2cm)     477.8    (feet)  VERTCON   
 AY0499  ___________________________________________________________________
 AY0499  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AY0499
 AY0499  VERT ORDER  -  THIRD (See Below)
 AY0499
 AY0499.The horizontal coordinates were scaled from a topographic map and have
 AY0499.an estimated accuracy of +/- 6 seconds.
 AY0499
 AY0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0499.The vertical order pertains to the NGVD 29 superseded value.
 AY0499
 AY0499.The geoid height was determined by GEOID03.
 AY0499
 AY0499;                    North         East    Units  Estimated Accuracy
 AY0499;SPC TXSC     - 4,154,480.      691,680.      MT  (+/- 180 meters Scaled)
 AY0499
 AY0499                          SUPERSEDED SURVEY CONTROL
 AY0499
 AY0499  NGVD 29 (01/29/03)  145.56   (m)          477.6    (f) RESET       3  
 AY0499
 AY0499.Superseded values are not recommended for survey control.
 AY0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0499.See file dsdata.txt to determine how the superseded data were derived.
 AY0499
 AY0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT916331(NAD 83)
 AY0499_MARKER: DB = BENCH MARK DISK
 AY0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0499_STAMPING: K 829 RESET 1955
 AY0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0499+STABILITY: SURFACE MOTION
 AY0499
 AY0499  HISTORY     - Date     Condition        Report By
 AY0499  HISTORY     - 1955     MONUMENTED       CGS
 AY0499  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0499
 AY0499                          STATION DESCRIPTION
 AY0499
 AY0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AY0499'9.5 MI NE FROM FLORESVILLE.
 AY0499'ABOUT 9.5 MILES NORTH EAST OF THE COURT HOUSE IN FLORESVILLE, WILSON
 AY0499'COUNTY, TEXAS, ALONG HIGHWAY NO.97, ABOUT 0.1 MILE NORTHEAST OF A FARM
 AY0499'ROAD LEADING NORTHWEST FROM THE HIGHWAY, 42 YDS. NORTHEAST OF A
 AY0499'CONCRETE CULVERT, 15 FEET NORTHEAST OF A 20 INCH OAK TREE AND 1 FOOT
 AY0499'SOUTHEAST OF THE SOUTHEAST RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK
 AY0499'STAMPED K 829 RESET 1955 AND SET IN A CONCRETE MONUMENT ABOUT FLUSH
 AY0499'WITH THE SURFACE OF THE GROUND.
 AY0499
 AY0499                          STATION RECOVERY (2003)
 AY0499
 AY0499'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0088 ***********************************************************************
 CA0088  DESIGNATION -  K 83
 CA0088  PID         -  CA0088
 CA0088  STATE/COUNTY-  TX/LAMPASAS
 CA0088  USGS QUAD   -  LAMPASAS (1954)
 CA0088
 CA0088                         *CURRENT SURVEY CONTROL
 CA0088  ___________________________________________________________________
 CA0088* NAD 83(1986)-  31 04 42.     (N)    098 10 17.     (W)     SCALED    
 CA0088* NAVD 88     -       310.489  (meters)    1018.66   (feet)  ADJUSTED  
 CA0088  ___________________________________________________________________
 CA0088  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CA0088  DYNAMIC HT  -         310.075 (meters)    1017.30  (feet)  COMP
 CA0088  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 CA0088
 CA0088  VERT ORDER  -  FIRST     CLASS II
 CA0088
 CA0088.The horizontal coordinates were scaled from a topographic map and have
 CA0088.an estimated accuracy of +/- 6 seconds.
 CA0088
 CA0088.The orthometric height was determined by differential leveling
 CA0088.and adjusted by the National Geodetic Survey in June 1991..
 CA0088
 CA0088.The geoid height was determined by GEOID03.
 CA0088
 CA0088.The dynamic height is computed by dividing the NAVD 88
 CA0088.geopotential number by the normal gravity value computed on the
 CA0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0088.degrees latitude (g = 980.6199 gals.).
 CA0088
 CA0088.The modeled gravity was interpolated from observed gravity values.
 CA0088
 CA0088;                    North         East    Units  Estimated Accuracy
 CA0088;SPC TX C     - 3,158,500.      906,270.      MT  (+/- 180 meters Scaled)
 CA0088
 CA0088                          SUPERSEDED SURVEY CONTROL
 CA0088
 CA0088  NGVD 29 (??/??/92)  310.397  (m)         1018.36   (f) ADJ UNCH    1 2
 CA0088
 CA0088.Superseded values are not recommended for survey control.
 CA0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0088.See file dsdata.txt to determine how the superseded data were derived.
 CA0088
 CA0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV790385(NAD 83)
 CA0088_MARKER: DB = BENCH MARK DISK
 CA0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0088_SP_SET: BUILDING
 CA0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0088
 CA0088  HISTORY     - Date     Condition        Report By
 CA0088  HISTORY     - UNK      MONUMENTED       CGS
 CA0088  HISTORY     - 1932     GOOD             NGS
 CA0088  HISTORY     - 1934     GOOD             NGS
 CA0088  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0088
 CA0088                          STATION DESCRIPTION
 CA0088
 CA0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0088'1.1 MI N FROM LAMPASAS.
 CA0088'ON THE G.C. AND SANTA FE R.E., AT RADIO JUNCTION, WHICH IS JUNCTION
 CA0088'FOR THE RAILROAD TO SWITCH INTO LAMPASAS, AND 1 1/2 POLES WEST OF MILE
 CA0088'POLE NO 274.  THE MARK IS 25 FEET EAST OF THE FENCE CORNER, 100 FEET
 CA0088'SOUTH OF THE RAILROAD AND 250 FEET SOUTHWEST OF RADIO JUNCTION.
 CA0088
 CA0088                          STATION RECOVERY (1934)
 CA0088
 CA0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0088'RECOVERED IN GOOD CONDITION.
 CA0088
 CA0088                          STATION RECOVERY (1983)
 CA0088
 CA0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0088'THERE HAS BEEN GRADING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1573 ***********************************************************************
 AX1573  DESIGNATION -  K 830
 AX1573  PID         -  AX1573
 AX1573  STATE/COUNTY-  TX/CALDWELL
 AX1573  USGS QUAD   -  SANDY FORK (1981)
 AX1573
 AX1573                         *CURRENT SURVEY CONTROL
 AX1573  ___________________________________________________________________
 AX1573* NAD 83(1986)-  29 43 00.     (N)    097 29 02.     (W)     SCALED    
 AX1573* NAVD 88     -       137.58   (+/-2cm)     451.4    (feet)  VERTCON   
 AX1573  ___________________________________________________________________
 AX1573  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AX1573
 AX1573  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1573
 AX1573.The horizontal coordinates were scaled from a topographic map and have
 AX1573.an estimated accuracy of +/- 6 seconds.
 AX1573
 AX1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1573.The vertical order pertains to the NGVD 29 superseded value.
 AX1573
 AX1573.The geoid height was determined by GEOID03.
 AX1573
 AX1573;                    North         East    Units  Estimated Accuracy
 AX1573;SPC TXSC     - 4,209,680.      746,680.      MT  (+/- 180 meters Scaled)
 AX1573
 AX1573                          SUPERSEDED SURVEY CONTROL
 AX1573
 AX1573  NGVD 29 (??/??/92)  137.520  (m)          451.18   (f) ADJ UNCH    2 0
 AX1573
 AX1573.Superseded values are not recommended for survey control.
 AX1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1573.See file dsdata.txt to determine how the superseded data were derived.
 AX1573
 AX1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT466883(NAD 83)
 AX1573_MARKER: DB = BENCH MARK DISK
 AX1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1573_STAMPING: K 830 1943
 AX1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1573+STABILITY: SURFACE MOTION
 AX1573
 AX1573  HISTORY     - Date     Condition        Report By
 AX1573  HISTORY     - 1943     MONUMENTED       CGS
 AX1573  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX1573  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1573
 AX1573                          STATION DESCRIPTION
 AX1573
 AX1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1573'5.5 MI NE FROM HARWOOD.
 AX1573'IN CALDWELL COUNTY, 5.5 MILES NORTHEAST OF HARWOOD, GONZALES COUNTY.
 AX1573'THIS BENCH MARK MAY BE REACHED FROM THE PUBLIC SCHOOL BY GOING 2.5
 AX1573'MILES NORTH ALONG A GRADED DIRT ROAD, TURN RIGHT AND GO 2.0 MILES
 AX1573'EAST, AND TURN LEFT AND GO 1.0 MILE NORTH.  IT IS 0.3 MILE NORTH OF A
 AX1573'SMALL JOG IN THE ROAD, ON THE TOP OF A SMALL RED-TOPPED KNOLL, 62 FEET
 AX1573'NORTH OF A GATE IN THE RIGHT-OF-WAY FENCE, 20 FEET WEST OF THE
 AX1573'CENTERLINE OF THE ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 AX1573'NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A
 AX1573'STANDARD DISK STAMPED K 830 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX1573'PROJECTING 0.7 FOOT ABOVE GROUND.
 AX1573
 AX1573                          STATION RECOVERY (1993)
 AX1573
 AX1573'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1573'MARK NOT FOUND.
 AX1573
 AX1573                          STATION RECOVERY (1999)
 AX1573
 AX1573'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1539 ***********************************************************************
 AX1539  DESIGNATION -  K 831
 AX1539  PID         -  AX1539
 AX1539  STATE/COUNTY-  TX/BASTROP
 AX1539  USGS QUAD   -  JEDDO (1981)
 AX1539
 AX1539                         *CURRENT SURVEY CONTROL
 AX1539  ___________________________________________________________________
 AX1539* NAD 83(1986)-  29 48 59.     (N)    097 19 53.     (W)     SCALED    
 AX1539* NAVD 88     -       160.52   (+/-2cm)     526.6    (feet)  VERTCON   
 AX1539  ___________________________________________________________________
 AX1539  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AX1539
 AX1539  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1539
 AX1539.The horizontal coordinates were scaled from a topographic map and have
 AX1539.an estimated accuracy of +/- 6 seconds.
 AX1539
 AX1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1539.The vertical order pertains to the NGVD 29 superseded value.
 AX1539
 AX1539.The geoid height was determined by GEOID03.
 AX1539
 AX1539;                    North         East    Units  Estimated Accuracy
 AX1539;SPC TX C     - 3,020,510.      990,170.      MT  (+/- 180 meters Scaled)
 AX1539
 AX1539                          SUPERSEDED SURVEY CONTROL
 AX1539
 AX1539  NGVD 29 (??/??/92)  160.466  (m)          526.46   (f) ADJ UNCH    2 0
 AX1539
 AX1539.Superseded values are not recommended for survey control.
 AX1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1539.See file dsdata.txt to determine how the superseded data were derived.
 AX1539
 AX1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT612996(NAD 83)
 AX1539_MARKER: DB = BENCH MARK DISK
 AX1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1539_STAMPING: K 831 1943
 AX1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1539+STABILITY: SURFACE MOTION
 AX1539
 AX1539  HISTORY     - Date     Condition        Report By
 AX1539  HISTORY     - 1943     MONUMENTED       CGS
 AX1539
 AX1539                          STATION DESCRIPTION
 AX1539
 AX1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1539'1.3 MI W FROM JEDDO.
 AX1539'1.3 MILES WEST ALONG A GRADED ROAD LEADING TO DELHI FROM THE GENERAL
 AX1539'STORE AT JEDDO, BASTROP COUNTY, 90 FEET NORTHWEST OF A SMALL HOUSE, 87
 AX1539'FEET WEST OF A LONE CEDAR TREE, 48 FEET SOUTH OF THE CENTERLINE OF THE
 AX1539'ROAD, 1 FOOT NORTH OF A FENCE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS
 AX1539'POST, AND ABOUT 2-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 AX1539'STAMPED K 831 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1539'0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0251 ***********************************************************************
 AY0251  DESIGNATION -  K 832
 AY0251  PID         -  AY0251
 AY0251  STATE/COUNTY-  TX/WILSON
 AY0251  USGS QUAD   -  POTH (1961)
 AY0251
 AY0251                         *CURRENT SURVEY CONTROL
 AY0251  ___________________________________________________________________
 AY0251* NAD 83(1986)-  29 00 06.     (N)    098 02 09.     (W)     SCALED    
 AY0251* NAVD 88     -        93.262  (meters)     305.98   (feet)  ADJUSTED  
 AY0251  ___________________________________________________________________
 AY0251  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AY0251  DYNAMIC HT  -          93.128 (meters)     305.54  (feet)  COMP
 AY0251  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 AY0251
 AY0251  VERT ORDER  -  FIRST     CLASS II
 AY0251
 AY0251.The horizontal coordinates were scaled from a topographic map and have
 AY0251.an estimated accuracy of +/- 6 seconds.
 AY0251
 AY0251.The orthometric height was determined by differential leveling
 AY0251.and adjusted by the National Geodetic Survey in June 1991..
 AY0251
 AY0251.The geoid height was determined by GEOID03.
 AY0251
 AY0251.The dynamic height is computed by dividing the NAVD 88
 AY0251.geopotential number by the normal gravity value computed on the
 AY0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0251.degrees latitude (g = 980.6199 gals.).
 AY0251
 AY0251.The modeled gravity was interpolated from observed gravity values.
 AY0251
 AY0251;                    North         East    Units  Estimated Accuracy
 AY0251;SPC TXSC     - 4,129,870.      693,930.      MT  (+/- 180 meters Scaled)
 AY0251
 AY0251                          SUPERSEDED SURVEY CONTROL
 AY0251
 AY0251  NGVD 29 (??/??/92)   93.20   (m)          305.8    (f) COMPUTED    1 2
 AY0251
 AY0251.Superseded values are not recommended for survey control.
 AY0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0251.See file dsdata.txt to determine how the superseded data were derived.
 AY0251
 AY0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT939085(NAD 83)
 AY0251_MARKER: DB = BENCH MARK DISK
 AY0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0251_STAMPING: K 832 1943
 AY0251_PROJECTION: FLUSH
 AY0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0251+STABILITY: SURFACE MOTION
 AY0251
 AY0251  HISTORY     - Date     Condition        Report By
 AY0251  HISTORY     - 1943     MONUMENTED       CGS
 AY0251  HISTORY     - 1981     GOOD             NGS
 AY0251  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 AY0251
 AY0251                          STATION DESCRIPTION
 AY0251
 AY0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0251'1.9 MI NW FROM FALLS CITY.
 AY0251'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0251'STATION AT FALLS CITY-- PROCEED 1.9 MILES NORTHWESTERLY ALONG THE
 AY0251'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS DIRECTLY ACROSS THE
 AY0251'TRACK FROM THE SIXTH POLE (ABOUT 0.2 MILE) SOUTHEAST OF MILEPOST 42,
 AY0251'ABOUT 0.3 MILE NORTHWEST OF RAILROAD TRESTLE NO.42.50, AND 38.5 FEET
 AY0251'SOUTHWEST OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE OF TRACK.  IT IS
 AY0251'29.7 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AY0251'OF A DIRT ROAD, 17.5 FEET NORTHWEST OF A TELEPHONE POLE, AND 3.0 FEET
 AY0251'NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AY0251'FOOT.
 AY0251
 AY0251                          STATION RECOVERY (1981)
 AY0251
 AY0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0251'2.6 KM (1.6 MI) NORTH ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF FARM
 AY0251'ROAD 791 IN FALLS CITY, THENCE 0.2 KM (0.15 MI) NORTHEAST ALONG A
 AY0251'TRACK ROAD, THENCE 0.5 KM (0.35 MI) NORTHWEST ALONG A TRACK ROAD WHICH
 AY0251'PARALLELS THE SOUTHERN PACIFIC RAILROAD, AT THE SIXTH POLE SOUTH OF
 AY0251'MILEPOST 42, 9.1 METERS (30.0 FT) EAST OF THE CENTERLINE OF THE TRACK
 AY0251'ROAD, 11.1 METERS (36.5 FT) WEST OF THE WEST RAIL, 16.4 METERS
 AY0251'(54.0 FT) EAST OF POWERLINE POLE NUMBER 134.
 AY0251'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 AY0251'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 AY0251
 AY0251                          STATION RECOVERY (1995)
 AY0251
 AY0251'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0515 ***********************************************************************
 AY0515  DESIGNATION -  K 833
 AY0515  PID         -  AY0515
 AY0515  STATE/COUNTY-  TX/WILSON
 AY0515  USGS QUAD   -  LA VERNIA SW (1992)
 AY0515
 AY0515                         *CURRENT SURVEY CONTROL
 AY0515  ___________________________________________________________________
 AY0515* NAD 83(1986)-  29 20 25.     (N)    098 10 12.     (W)     SCALED    
 AY0515* NAVD 88     -       166.28   (+/-2cm)     545.5    (feet)  VERTCON   
 AY0515  ___________________________________________________________________
 AY0515  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 AY0515
 AY0515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0515
 AY0515.The horizontal coordinates were scaled from a topographic map and have
 AY0515.an estimated accuracy of +/- 6 seconds.
 AY0515
 AY0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0515.The vertical order pertains to the NGVD 29 superseded value.
 AY0515
 AY0515.The geoid height was determined by GEOID03.
 AY0515
 AY0515;                    North         East    Units  Estimated Accuracy
 AY0515;SPC TXSC     - 4,167,300.      680,600.      MT  (+/- 180 meters Scaled)
 AY0515
 AY0515                          SUPERSEDED SURVEY CONTROL
 AY0515
 AY0515  NGVD 29 (??/??/92)  166.194  (m)          545.25   (f) ADJ UNCH    2 0
 AY0515
 AY0515.Superseded values are not recommended for survey control.
 AY0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0515.See file dsdata.txt to determine how the superseded data were derived.
 AY0515
 AY0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT805459(NAD 83)
 AY0515_MARKER: DB = BENCH MARK DISK
 AY0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0515_STAMPING: K 833 1943
 AY0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0515+STABILITY: SURFACE MOTION
 AY0515
 AY0515  HISTORY     - Date     Condition        Report By
 AY0515  HISTORY     - 1943     MONUMENTED       CGS
 AY0515  HISTORY     - 19870401 MARK NOT FOUND   USGS
 AY0515  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0515
 AY0515                          STATION DESCRIPTION
 AY0515
 AY0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0515'4.3 MI SW FROM LAVERNIA.
 AY0515'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 3.1 MILES WESTERLY
 AY0515'ALONG U. S. HIGHWAY NO. 87 TO A DIRT ROAD INTERSECTION LEADING SOUTH,
 AY0515'THENCE 1.2 MILES SOUTHERLY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AY0515'0.2 MILE NORTH OF A RIGHT-ANGLE CURVE TO THE WEST, 19.0 FEET WEST OF
 AY0515'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, AND 18.5 FEET
 AY0515'SOUTH OF THE CENTERLINE OF A WOODEN GATE AND A FARM ROAD LEADING WEST.
 AY0515'IT IS 1.0 FOOT EAST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTH OF
 AY0515'A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.
 AY0515
 AY0515                          STATION RECOVERY (1987)
 AY0515
 AY0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0515'MARK NOT FOUND.
 AY0515
 AY0515                          STATION RECOVERY (1996)
 AY0515
 AY0515'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2372 ***********************************************************************
 AX2372  DESIGNATION -  K 834
 AX2372  PID         -  AX2372
 AX2372  STATE/COUNTY-  TX/GONZALES
 AX2372  USGS QUAD   -  BELMONT (1994)
 AX2372
 AX2372                         *CURRENT SURVEY CONTROL
 AX2372  ___________________________________________________________________
 AX2372* NAD 83(1986)-  29 31 22.     (N)    097 40 59.     (W)     SCALED    
 AX2372* NAVD 88     -       109.91   (+/-2cm)     360.6    (feet)  VERTCON   
 AX2372  ___________________________________________________________________
 AX2372  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AX2372
 AX2372  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2372
 AX2372.The horizontal coordinates were scaled from a topographic map and have
 AX2372.an estimated accuracy of +/- 6 seconds.
 AX2372
 AX2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2372.The vertical order pertains to the NGVD 29 superseded value.
 AX2372
 AX2372.The geoid height was determined by GEOID03.
 AX2372
 AX2372;                    North         East    Units  Estimated Accuracy
 AX2372;SPC TXSC     - 4,187,950.      727,650.      MT  (+/- 180 meters Scaled)
 AX2372
 AX2372                          SUPERSEDED SURVEY CONTROL
 AX2372
 AX2372  NGVD 29 (??/??/92)  109.854  (m)          360.41   (f) ADJ UNCH    2 0
 AX2372
 AX2372.Superseded values are not recommended for survey control.
 AX2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2372.See file dsdata.txt to determine how the superseded data were derived.
 AX2372
 AX2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT276666(NAD 83)
 AX2372_MARKER: DB = BENCH MARK DISK
 AX2372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2372_SP_SET: CULVERT
 AX2372_STAMPING: K 834 1943
 AX2372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2372
 AX2372  HISTORY     - Date     Condition        Report By
 AX2372  HISTORY     - 1943     MONUMENTED       CGS
 AX2372  HISTORY     - 1963     MARK NOT FOUND   USGS
 AX2372  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2372
 AX2372                          STATION DESCRIPTION
 AX2372
 AX2372'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AX2372'IN BELMONT.
 AX2372'BENCH MARK IS 41 FEET S. OF AND ABOUT THE SAME ELEVATION AS THE
 AX2372'CENTERLINE OF STATE HIGHWAY NO. 3 AND 24 FEET E. OF AND ABOUT THE SAME
 AX2372'ELEVATION AS THE CENTERLINE OF STATE HIGHWAY NO. 80 LEADING S. TO
 AX2372'NIXON, 6 FEET E. OF A FENCE CORNER, 1.5 FEET S. OF THE RIGHT-OF-WAY
 AX2372'FENCE, AND 3.7 FEET W. OF A 4X4 INCH WOODEN MARKER POST. MONUMENT
 AX2372'PROJECTS 0.3 FOOT.
 AX2372
 AX2372                          STATION RECOVERY (1988)
 AX2372
 AX2372'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AX2372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2350 ***********************************************************************
 AX2350  DESIGNATION -  K 835
 AX2350  PID         -  AX2350
 AX2350  STATE/COUNTY-  TX/GUADALUPE
 AX2350  USGS QUAD   -  LULING (1994)
 AX2350
 AX2350                         *CURRENT SURVEY CONTROL
 AX2350  ___________________________________________________________________
 AX2350* NAD 83(1986)-  29 37 35.     (N)    097 39 49.     (W)     SCALED    
 AX2350* NAVD 88     -       124.80   (+/-2cm)     409.4    (feet)  VERTCON   
 AX2350  ___________________________________________________________________
 AX2350  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2350
 AX2350  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2350
 AX2350.The horizontal coordinates were scaled from a topographic map and have
 AX2350.an estimated accuracy of +/- 6 seconds.
 AX2350
 AX2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2350.The vertical order pertains to the NGVD 29 superseded value.
 AX2350
 AX2350.The geoid height was determined by GEOID03.
 AX2350
 AX2350;                    North         East    Units  Estimated Accuracy
 AX2350;SPC TXSC     - 4,199,460.      729,410.      MT  (+/- 180 meters Scaled)
 AX2350
 AX2350                          SUPERSEDED SURVEY CONTROL
 AX2350
 AX2350  NGVD 29 (??/??/92)  124.745  (m)          409.27   (f) ADJ UNCH    2 0
 AX2350
 AX2350.Superseded values are not recommended for survey control.
 AX2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2350.See file dsdata.txt to determine how the superseded data were derived.
 AX2350
 AX2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT293781(NAD 83)
 AX2350_MARKER: DB = BENCH MARK DISK
 AX2350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2350_SP_SET: CULVERT
 AX2350_STAMPING: K 835 1943
 AX2350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2350
 AX2350  HISTORY     - Date     Condition        Report By
 AX2350  HISTORY     - 1943     MONUMENTED       CGS
 AX2350  HISTORY     - 1959     GOOD             DOD
 AX2350  HISTORY     - 19990925 GOOD             USPSQD
 AX2350  HISTORY     - 20030517 GOOD             USPSQD
 AX2350
 AX2350                          STATION DESCRIPTION
 AX2350
 AX2350'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2350'3.9 MI S FROM LULING.
 AX2350'THE MARK IS SET FLUSH WITH CONCRETE HEADWALL.  8 FEET ESE OF THE
 AX2350'CENTERLINE OF A NNE-SSW HIGHWAY AND AT THE SAME ELEVATION, 56 FEET NNE
 AX2350'OF THE N.W. EDGE OF A LONE TREE AND IS 1.1 FEET HIGHER.
 AX2350
 AX2350                          STATION RECOVERY (1999)
 AX2350
 AX2350'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2350'RECOVERED IN GOOD CONDITION.
 AX2350
 AX2350                          STATION RECOVERY (2003)
 AX2350
 AX2350'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLC)
 AX2350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2351 ***********************************************************************
 AX2351  DESIGNATION -  K 835 RESET 1970
 AX2351  PID         -  AX2351
 AX2351  STATE/COUNTY-  TX/GUADALUPE
 AX2351  USGS QUAD   -  LULING (1994)
 AX2351
 AX2351                         *CURRENT SURVEY CONTROL
 AX2351  ___________________________________________________________________
 AX2351* NAD 83(1986)-  29 37 35.     (N)    097 39 49.     (W)     SCALED    
 AX2351* NAVD 88     -       124.36   (+/-2cm)     408.0    (feet)  VERTCON   
 AX2351  ___________________________________________________________________
 AX2351  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2351
 AX2351  VERT ORDER  -  THIRD (See Below)
 AX2351
 AX2351.The horizontal coordinates were scaled from a topographic map and have
 AX2351.an estimated accuracy of +/- 6 seconds.
 AX2351
 AX2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2351.The vertical order pertains to the NGVD 29 superseded value.
 AX2351
 AX2351.The geoid height was determined by GEOID03.
 AX2351
 AX2351;                    North         East    Units  Estimated Accuracy
 AX2351;SPC TXSC     - 4,199,460.      729,410.      MT  (+/- 180 meters Scaled)
 AX2351
 AX2351                          SUPERSEDED SURVEY CONTROL
 AX2351
 AX2351  NGVD 29 (01/29/03)  124.31   (m)          407.8    (f) RESET       3  
 AX2351
 AX2351.Superseded values are not recommended for survey control.
 AX2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2351.See file dsdata.txt to determine how the superseded data were derived.
 AX2351
 AX2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT293781(NAD 83)
 AX2351_MARKER: DD = SURVEY DISK
 AX2351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2351_SP_SET: CULVERT
 AX2351_STAMPING: K 835 RESET 1970
 AX2351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2351+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2002
 AX2351
 AX2351  HISTORY     - Date     Condition        Report By
 AX2351  HISTORY     - 1970     MONUMENTED       TXHD
 AX2351  HISTORY     - 1971     GOOD             TXHD
 AX2351  HISTORY     - 20020525 GOOD             USPSQD
 AX2351
 AX2351                          STATION DESCRIPTION
 AX2351
 AX2351'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1971
 AX2351'3.9 MI S FROM LULING.
 AX2351'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF U.S.
 AX2351'HIGHWAY 90 AT LULING, 0.4 MILE SOUTH OF A SIDE ROAD INTERSECTION
 AX2351'LEADING WEST, 43 FEET EAST OF AND ABOUT 2 FEET BELOW THE CENTERLINE OF
 AX2351'THE HIGHWAY.  IT IS SET IN THE TOP OF THE NORTH END OF THE EAST
 AX2351'HEADWALL OF A CONCRETE CULVERT.
 AX2351
 AX2351                          STATION RECOVERY (2002)
 AX2351
 AX2351'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX2351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2085 ***********************************************************************
 AX2085  DESIGNATION -  K 836
 AX2085  PID         -  AX2085
 AX2085  STATE/COUNTY-  TX/GONZALES
 AX2085  USGS QUAD   -  NIXON (1987)
 AX2085
 AX2085                         *CURRENT SURVEY CONTROL
 AX2085  ___________________________________________________________________
 AX2085* NAD 83(1986)-  29 20 30.     (N)    097 45 21.     (W)     SCALED    
 AX2085* NAVD 88     -       120.47   (+/-2cm)     395.2    (feet)  VERTCON   
 AX2085  ___________________________________________________________________
 AX2085  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2085
 AX2085  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2085
 AX2085.The horizontal coordinates were scaled from a topographic map and have
 AX2085.an estimated accuracy of +/- 6 seconds.
 AX2085
 AX2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2085.The vertical order pertains to the NGVD 29 superseded value.
 AX2085
 AX2085.The geoid height was determined by GEOID03.
 AX2085
 AX2085;                    North         East    Units  Estimated Accuracy
 AX2085;SPC TXSC     - 4,167,810.      720,810.      MT  (+/- 180 meters Scaled)
 AX2085
 AX2085                          SUPERSEDED SURVEY CONTROL
 AX2085
 AX2085  NGVD 29 (??/??/92)  120.423  (m)          395.09   (f) ADJ UNCH    2 0
 AX2085
 AX2085.Superseded values are not recommended for survey control.
 AX2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2085.See file dsdata.txt to determine how the superseded data were derived.
 AX2085
 AX2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT207464(NAD 83)
 AX2085_MARKER: DB = BENCH MARK DISK
 AX2085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2085_SP_SET: CULVERT
 AX2085_STAMPING: K 836 1943
 AX2085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2085
 AX2085  HISTORY     - Date     Condition        Report By
 AX2085  HISTORY     - 1943     MONUMENTED       CGS
 AX2085
 AX2085                          STATION DESCRIPTION
 AX2085
 AX2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2085'4.55 MI S FROM LEESVILLE.
 AX2085'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 4.55 MI. S. ALONG STATE
 AX2085'HIGHWAY NO.80 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.15 MILE N.
 AX2085'OF A DIRT ROAD INTERSECTION LEADING N.W. AND ABOUT 300 FEET NORTH OF A
 AX2085'WHITE FRAME HOUSE ON THE W. SIDE OF ROAD.  IT IS 17 FEET W. OF AND
 AX2085'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET
 AX2085'HORIZONTALLY IN THE S. END OF THE W. HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2827 ***********************************************************************
 AX2827  DESIGNATION -  K 836 RESET
 AX2827  PID         -  AX2827
 AX2827  STATE/COUNTY-  TX/GONZALES
 AX2827  USGS QUAD   -  NIXON (1987)
 AX2827
 AX2827                         *CURRENT SURVEY CONTROL
 AX2827  ___________________________________________________________________
 AX2827* NAD 83(1986)-  29 20 30.     (N)    097 45 21.     (W)     SCALED    
 AX2827* NAVD 88     -       119.64   (+/-2cm)     392.5    (feet)  VERTCON   
 AX2827  ___________________________________________________________________
 AX2827  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2827
 AX2827  VERT ORDER  -  THIRD (See Below)
 AX2827
 AX2827.The horizontal coordinates were scaled from a topographic map and have
 AX2827.an estimated accuracy of +/- 6 seconds.
 AX2827
 AX2827.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2827.The vertical order pertains to the NGVD 29 superseded value.
 AX2827
 AX2827.The geoid height was determined by GEOID03.
 AX2827
 AX2827;                    North         East    Units  Estimated Accuracy
 AX2827;SPC TXSC     - 4,167,810.      720,810.      MT  (+/- 180 meters Scaled)
 AX2827
 AX2827                          SUPERSEDED SURVEY CONTROL
 AX2827
 AX2827  NGVD 29 (01/29/03)  119.59   (m)          392.4    (f) RESET       3  
 AX2827
 AX2827.Superseded values are not recommended for survey control.
 AX2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2827.See file dsdata.txt to determine how the superseded data were derived.
 AX2827
 AX2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT207464(NAD 83)
 AX2827_MARKER: DV = VERTICAL CONTROL DISK
 AX2827_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2827_SP_SET: HEADWALL
 AX2827_STAMPING: K 836 RESET 1987
 AX2827_MARK LOGO: NGS   
 AX2827_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2827+STABILITY: SURFACE MOTION
 AX2827
 AX2827  HISTORY     - Date     Condition        Report By
 AX2827  HISTORY     - 1987     MONUMENTED       TXHD
 AX2827
 AX2827                          STATION DESCRIPTION
 AX2827
 AX2827'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1987
 AX2827'FROM THE POST OFFICE IN LEESVILLE, PROCEED 4.55 MILES (7.32 KM)
 AX2827'SOUTHERLY ALONG STATE HIGHWAY 80 TO SITE OF BENCH MARK, IN THE
 AX2827'SOUTHWEST CORNER OF THE EAST HEADWALL OF A CONCRETE CULVERT, 42 FEET
 AX2827'(12.8 M) RIGHT FROM THE CENTERLINE OF THE HIGHWAY, AND APPROXIMATELY
 AX2827'THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2043 ***********************************************************************
 AX2043  DESIGNATION -  K 837
 AX2043  PID         -  AX2043
 AX2043  STATE/COUNTY-  TX/GONZALES
 AX2043  USGS QUAD   -  DEWVILLE (1987)
 AX2043
 AX2043                         *CURRENT SURVEY CONTROL
 AX2043  ___________________________________________________________________
 AX2043* NAD 83(1986)-  29 24 25.     (N)    097 46 05.     (W)     SCALED    
 AX2043* NAVD 88     -       125.45   (+/-2cm)     411.6    (feet)  VERTCON   
 AX2043  ___________________________________________________________________
 AX2043  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AX2043
 AX2043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2043
 AX2043.The horizontal coordinates were scaled from a topographic map and have
 AX2043.an estimated accuracy of +/- 6 seconds.
 AX2043
 AX2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2043.The vertical order pertains to the NGVD 29 superseded value.
 AX2043
 AX2043.The geoid height was determined by GEOID03.
 AX2043
 AX2043;                    North         East    Units  Estimated Accuracy
 AX2043;SPC TXSC     - 4,175,030.      719,550.      MT  (+/- 180 meters Scaled)
 AX2043
 AX2043                          SUPERSEDED SURVEY CONTROL
 AX2043
 AX2043  NGVD 29 (??/??/92)  125.400  (m)          411.42   (f) ADJ UNCH    2 0
 AX2043
 AX2043.Superseded values are not recommended for survey control.
 AX2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2043.See file dsdata.txt to determine how the superseded data were derived.
 AX2043
 AX2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT195537(NAD 83)
 AX2043_MARKER: DB = BENCH MARK DISK
 AX2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2043_STAMPING: K 837 1943
 AX2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2043+STABILITY: SURFACE MOTION
 AX2043
 AX2043  HISTORY     - Date     Condition        Report By
 AX2043  HISTORY     - 1943     MONUMENTED       CGS
 AX2043  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2043
 AX2043                          STATION DESCRIPTION
 AX2043
 AX2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2043'1.5 MI W FROM LEESVILLE.
 AX2043'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 1.5 MI. W. ALONG THE
 AX2043'LEESVILLE-DEWVILLE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ON THE
 AX2043'INSIDE OF A RIGHT-ANGLE CURVE, 25 FEET EAST OF AND ABOUT 3 FEET ABOVE
 AX2043'THE CENTERLINE OF ROAD, 9.7 FEET S. OF A FENCE CORNER, AND 7.5 FEET S.
 AX2043'OF A TELEPHONE POLE.  IT IS 2 FEET E. OF THE RIGHT-OF-WAY FENCE, AND
 AX2043'3.7 FEET S. OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4
 AX2043'FOOT.
 AX2043
 AX2043                          STATION RECOVERY (2003)
 AX2043
 AX2043'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1676 ***********************************************************************
 AX1676  DESIGNATION -  K 838
 AX1676  PID         -  AX1676
 AX1676  STATE/COUNTY-  TX/DE WITT
 AX1676  USGS QUAD   -  EDGAR (1987)
 AX1676
 AX1676                         *CURRENT SURVEY CONTROL
 AX1676  ___________________________________________________________________
 AX1676* NAD 83(1986)-  29 13 43.     (N)    097 08 48.     (W)     SCALED    
 AX1676* NAVD 88     -        93.77   (+/-2cm)     307.6    (feet)  VERTCON   
 AX1676  ___________________________________________________________________
 AX1676  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX1676
 AX1676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1676
 AX1676.The horizontal coordinates were scaled from a topographic map and have
 AX1676.an estimated accuracy of +/- 6 seconds.
 AX1676
 AX1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1676.The vertical order pertains to the NGVD 29 superseded value.
 AX1676
 AX1676.The geoid height was determined by GEOID03.
 AX1676
 AX1676;                    North         East    Units  Estimated Accuracy
 AX1676;SPC TXSC     - 4,156,060.      780,160.      MT  (+/- 180 meters Scaled)
 AX1676
 AX1676                          SUPERSEDED SURVEY CONTROL
 AX1676
 AX1676  NGVD 29 (??/??/92)   93.767  (m)          307.63   (f) ADJ UNCH    2 0
 AX1676
 AX1676.Superseded values are not recommended for survey control.
 AX1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1676.See file dsdata.txt to determine how the superseded data were derived.
 AX1676
 AX1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT801347(NAD 83)
 AX1676_MARKER: DB = BENCH MARK DISK
 AX1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1676_STAMPING: K 838 1943
 AX1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1676+STABILITY: SURFACE MOTION
 AX1676
 AX1676  HISTORY     - Date     Condition        Report By
 AX1676  HISTORY     - 1943     MONUMENTED       CGS
 AX1676
 AX1676                          STATION DESCRIPTION
 AX1676
 AX1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1676'5.25 MI S FROM YOAKUM.
 AX1676'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCEED 3.65 MILES
 AX1676'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD
 AX1676'INTERSECTION LEADING SOUTH OT STRATTON, THENCE 1.6 MILES SOUTHERLY TO
 AX1676'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE SOUTH OF A WHITE
 AX1676'FRAME SCHOOL HOUSE, AND 29.5 FEET EAST OF AND ABOUT THE SAME ELEVATION
 AX1676'AS THE CENTERLINE OF ROAD.  IT IS 27.0 FEET NORTH OF A FENCE CORNER,
 AX1676'21.0 FEET NORTH OF THE CENTERLINE OF A WOODEN GATE AND A FARM ROAD
 AX1676'INTERSECTION LEADING EAST, 1.3 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 AX1676'AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS
 AX1676'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1677 ***********************************************************************
 AX1677  DESIGNATION -  K 838 RESET 1967
 AX1677  PID         -  AX1677
 AX1677  STATE/COUNTY-  TX/DE WITT
 AX1677  USGS QUAD   -  EDGAR (1987)
 AX1677
 AX1677                         *CURRENT SURVEY CONTROL
 AX1677  ___________________________________________________________________
 AX1677* NAD 83(1986)-  29 13 43.     (N)    097 08 48.     (W)     SCALED    
 AX1677* NAVD 88     -        93.63   (+/-2cm)     307.2    (feet)  VERTCON   
 AX1677  ___________________________________________________________________
 AX1677  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX1677
 AX1677  VERT ORDER  -  THIRD (See Below)
 AX1677
 AX1677.The horizontal coordinates were scaled from a topographic map and have
 AX1677.an estimated accuracy of +/- 6 seconds.
 AX1677
 AX1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1677.The vertical order pertains to the NGVD 29 superseded value.
 AX1677
 AX1677.The geoid height was determined by GEOID03.
 AX1677
 AX1677;                    North         East    Units  Estimated Accuracy
 AX1677;SPC TXSC     - 4,156,060.      780,160.      MT  (+/- 180 meters Scaled)
 AX1677
 AX1677                          SUPERSEDED SURVEY CONTROL
 AX1677
 AX1677  NGVD 29 (01/29/03)   93.63   (m)          307.2    (f) RESET       3  
 AX1677
 AX1677.Superseded values are not recommended for survey control.
 AX1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1677.See file dsdata.txt to determine how the superseded data were derived.
 AX1677
 AX1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT801347(NAD 83)
 AX1677_MARKER: DB = BENCH MARK DISK
 AX1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1677_STAMPING: K 838 RESET 1967
 AX1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1677+STABILITY: SURFACE MOTION
 AX1677
 AX1677  HISTORY     - Date     Condition        Report By
 AX1677  HISTORY     - 1967     MONUMENTED       TXHD
 AX1677  HISTORY     - 1968     GOOD             TXHD
 AX1677
 AX1677                          STATION DESCRIPTION
 AX1677
 AX1677'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 AX1677'5.15 MI S FROM YOAKUM.
 AX1677'ABOUT 3.65 MILES SOUTHEASTERLY ALONG F.M. HIGHWAY 682 FROM THE POST
 AX1677'OFFICE AT YOAKUM, THENCE 1.56 MILES MILES SOUTHERLY ALONG F.M. HIGHWAY
 AX1677'3010, 50 FEET EAST OF HIGHWAY CENTER LINE STATION 86 + 00 OF F.M.
 AX1677'HIGHWAY 3010, AT THE EASTERN RIGHT-OF-WAY LINE AND 360 FEET NORTHERLY
 AX1677'FROM AN 18 IN. X 36 FT. CONCRETE PIPE CULVERT, SET IN THE TOP OF
 AX1677'CONCRETE POST WITH A 4 X 4 IN. WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1689 ***********************************************************************
 AX1689  DESIGNATION -  K 839
 AX1689  PID         -  AX1689
 AX1689  STATE/COUNTY-  TX/DE WITT
 AX1689  USGS QUAD   -  FORDTRAN (1987)
 AX1689
 AX1689                         *CURRENT SURVEY CONTROL
 AX1689  ___________________________________________________________________
 AX1689* NAD 83(1986)-  29 07 09.     (N)    097 07 01.     (W)     SCALED    
 AX1689* NAVD 88     -        79.82   (+/-2cm)     261.9    (feet)  VERTCON   
 AX1689  ___________________________________________________________________
 AX1689  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX1689
 AX1689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1689
 AX1689.The horizontal coordinates were scaled from a topographic map and have
 AX1689.an estimated accuracy of +/- 6 seconds.
 AX1689
 AX1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1689.The vertical order pertains to the NGVD 29 superseded value.
 AX1689
 AX1689.The geoid height was determined by GEOID03.
 AX1689
 AX1689;                    North         East    Units  Estimated Accuracy
 AX1689;SPC TXSC     - 4,143,980.      783,240.      MT  (+/- 180 meters Scaled)
 AX1689
 AX1689                          SUPERSEDED SURVEY CONTROL
 AX1689
 AX1689  NGVD 29 (??/??/92)   79.835  (m)          261.93   (f) ADJ UNCH    2 0
 AX1689
 AX1689.Superseded values are not recommended for survey control.
 AX1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1689.See file dsdata.txt to determine how the superseded data were derived.
 AX1689
 AX1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT832226(NAD 83)
 AX1689_MARKER: DB = BENCH MARK DISK
 AX1689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1689_SP_SET: CATTLEGUARD
 AX1689_STAMPING: K 839 1943
 AX1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1689
 AX1689  HISTORY     - Date     Condition        Report By
 AX1689  HISTORY     - 1943     MONUMENTED       CGS
 AX1689  HISTORY     - 1961     GOOD             NGS
 AX1689
 AX1689                          STATION DESCRIPTION
 AX1689
 AX1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1689'13.6 MI S FROM YOAKUM.
 AX1689'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCEED 3.65 MILES
 AX1689'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD
 AX1689'INTERSECTION LEADING SOUTH TO STRATTON, THENCE 6.45 MILES SOUTHERLY TO
 AX1689'A T-ROAD INTERSECTION AT STRATTON, THENCE CONTINUE 2.05 MILE SOUTHERLY
 AX1689'TO A T-ROAD INTERSECTION, THENCE 1.45 MILES WESTERLY TO SITE OF BENCH
 AX1689'MARK.  BENCH MARK IS ABOUT 0.4 MILE WEST OF A FARM ROAD INTERSECTION
 AX1689'LEADING NORTH TO A FRAME HOUSE, AND 6.5 FEET SOUTH OF AND ABOUT 1.0
 AX1689'FOOT ABOVE THE CENTERLINE OF ROAD.  IT IS SET HORIZONTALLY 2.0 FEET
 AX1689'FROM THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CATTLE-GUARD.
 AX1689
 AX1689                          STATION RECOVERY (1961)
 AX1689
 AX1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AX1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0114 ***********************************************************************
 CA0114  DESIGNATION -  K 84
 CA0114  PID         -  CA0114
 CA0114  STATE/COUNTY-  TX/LAMPASAS
 CA0114  USGS QUAD   -  ANTELOPE GAP (1979)
 CA0114
 CA0114                         *CURRENT SURVEY CONTROL
 CA0114  ___________________________________________________________________
 CA0114* NAD 83(1986)-  31 16 58.     (N)    098 25 38.     (W)     SCALED    
 CA0114* NAVD 88     -       451.069  (meters)    1479.88   (feet)  ADJUSTED  
 CA0114  ___________________________________________________________________
 CA0114  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CA0114  DYNAMIC HT  -         450.462 (meters)    1477.89  (feet)  COMP
 CA0114  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 CA0114
 CA0114  VERT ORDER  -  FIRST     CLASS II
 CA0114
 CA0114.The horizontal coordinates were scaled from a topographic map and have
 CA0114.an estimated accuracy of +/- 6 seconds.
 CA0114
 CA0114.The orthometric height was determined by differential leveling
 CA0114.and adjusted by the National Geodetic Survey in June 1991..
 CA0114
 CA0114.The geoid height was determined by GEOID03.
 CA0114
 CA0114.The dynamic height is computed by dividing the NAVD 88
 CA0114.geopotential number by the normal gravity value computed on the
 CA0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0114.degrees latitude (g = 980.6199 gals.).
 CA0114
 CA0114.The modeled gravity was interpolated from observed gravity values.
 CA0114
 CA0114;                    North         East    Units  Estimated Accuracy
 CA0114;SPC TX C     - 3,180,710.      881,470.      MT  (+/- 180 meters Scaled)
 CA0114
 CA0114                          SUPERSEDED SURVEY CONTROL
 CA0114
 CA0114  NGVD 29 (??/??/92)  450.959  (m)         1479.52   (f) ADJ UNCH    1 2
 CA0114
 CA0114.Superseded values are not recommended for survey control.
 CA0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0114.See file dsdata.txt to determine how the superseded data were derived.
 CA0114
 CA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV545610(NAD 83)
 CA0114_MARKER: DB = BENCH MARK DISK
 CA0114_SETTING: 0 = UNSPECIFIED SETTING
 CA0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0114
 CA0114  HISTORY     - Date     Condition        Report By
 CA0114  HISTORY     - UNK      MONUMENTED       CGS
 CA0114  HISTORY     - 1932     GOOD             NGS
 CA0114  HISTORY     - 1958     MARK NOT FOUND   USGS
 CA0114  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0114
 CA0114                          STATION DESCRIPTION
 CA0114
 CA0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0114'5.3 MI W FROM LOMETA.
 CA0114'ON THE G.C. AND SANTA FE R.R., MARK IS 60 FEET SOUTH OF THE TRACK ON
 CA0114'THE FENCE LINE, 1 3/4 POLES WEST OF MILE POLE NO. 297, 1/4 MILE WEST
 CA0114'OF SIDING JUNCTION.
 CA0114
 CA0114                          STATION RECOVERY (1958)
 CA0114
 CA0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CA0114'MARK NOT FOUND.
 CA0114
 CA0114                          STATION RECOVERY (1983)
 CA0114
 CA0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0144 ***********************************************************************
 AY0144  DESIGNATION -  K 840 RESET 1958
 AY0144  PID         -  AY0144
 AY0144  STATE/COUNTY-  TX/BEXAR
 AY0144  USGS QUAD   -  SCHERTZ (1992)
 AY0144
 AY0144                         *CURRENT SURVEY CONTROL
 AY0144  ___________________________________________________________________
 AY0144* NAD 83(1986)-  29 33 01.     (N)    098 16 23.     (W)     SCALED    
 AY0144* NAVD 88     -       217.10   (+/-2cm)     712.3    (feet)  VERTCON   
 AY0144  ___________________________________________________________________
 AY0144  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AY0144
 AY0144  VERT ORDER  -  THIRD (See Below)
 AY0144
 AY0144.The horizontal coordinates were scaled from a topographic map and have
 AY0144.an estimated accuracy of +/- 6 seconds.
 AY0144
 AY0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0144.The vertical order pertains to the NGVD 29 superseded value.
 AY0144
 AY0144.The geoid height was determined by GEOID03.
 AY0144
 AY0144;                    North         East    Units  Estimated Accuracy
 AY0144;SPC TXSC     - 4,190,500.      670,450.      MT  (+/- 180 meters Scaled)
 AY0144
 AY0144                          SUPERSEDED SURVEY CONTROL
 AY0144
 AY0144  NGVD 29 (01/29/03)  217.00   (m)          711.9    (f) RESET       3  
 AY0144
 AY0144.Superseded values are not recommended for survey control.
 AY0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0144.See file dsdata.txt to determine how the superseded data were derived.
 AY0144
 AY0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT704691(NAD 83)
 AY0144_MARKER: DB = BENCH MARK DISK
 AY0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0144_STAMPING: K 840 RESET 1958
 AY0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0144+STABILITY: SURFACE MOTION
 AY0144
 AY0144  HISTORY     - Date     Condition        Report By
 AY0144  HISTORY     - 1958     MONUMENTED       CGS
 AY0144  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0144  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0144
 AY0144                          STATION DESCRIPTION
 AY0144
 AY0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AY0144'IN RANDOLPH FIELD.
 AY0144'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY NO. 78 FROM THE NORTH
 AY0144'ENTRANCE TO RANDOLPH FIELD, AT THE JUNCTION WITH F.M.HIGHWAY NO. 1316,
 AY0144'ABOUT 30 FEET NORTH OF THE CENTERLINE OF HIGHWAY NO. 78, 3 FEET SOUTH
 AY0144'OF A TELEGRAPH POLELINE AND 8 FEET WEST OF A POLE.  IT IS IN THE AREA
 AY0144'BETWEEN THE HIGHWAY AND THE RAILROAD FILL, ABOUT 15 FEET SOUTH OF THE
 AY0144'BASE OF THE FILL AND 50 YARDS SOUTHWEST OF THE SOUTH CORNER OF THE
 AY0144'RAILROAD BRIDGE OVER CIBOLA CREEK, A STEEL SPAN.  IT IS NEAR THE WEST
 AY0144'EDGE OF THE TOWN OF SCHERTZ.  A STANDARD DISK STAMPED K 840 RESET 1958
 AY0144'IN A CONCRETE POST AND PROJECTS ABOUT 8 INCHES.  IT IS IN RANGE WITH
 AY0144'THE SOUTH RIGHT-OF-WAY LINE OF F.M.HIGHWAY 1316 TO THE SOUTH.
 AY0144
 AY0144                          STATION RECOVERY (1967)
 AY0144
 AY0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0144'MARK NOT FOUND.
 AY0144
 AY0144                          STATION RECOVERY (1988)
 AY0144
 AY0144'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1211 ***********************************************************************
 AX1211  DESIGNATION -  K 842
 AX1211  PID         -  AX1211
 AX1211  STATE/COUNTY-  TX/FAYETTE
 AX1211  USGS QUAD   -  SWISS ALP (1981)
 AX1211
 AX1211                         *CURRENT SURVEY CONTROL
 AX1211  ___________________________________________________________________
 AX1211* NAD 83(1986)-  29 45 38.     (N)    096 58 01.     (W)     SCALED    
 AX1211* NAVD 88     -       121.30   (+/-2cm)     398.0    (feet)  VERTCON   
 AX1211  ___________________________________________________________________
 AX1211  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AX1211
 AX1211  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1211
 AX1211.The horizontal coordinates were scaled from a topographic map and have
 AX1211.an estimated accuracy of +/- 6 seconds.
 AX1211
 AX1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1211.The vertical order pertains to the NGVD 29 superseded value.
 AX1211
 AX1211.The geoid height was determined by GEOID03.
 AX1211
 AX1211;                    North         East    Units  Estimated Accuracy
 AX1211;SPC TXSC     - 4,215,300.      796,600.      MT  (+/- 180 meters Scaled)
 AX1211
 AX1211                          SUPERSEDED SURVEY CONTROL
 AX1211
 AX1211  NGVD 29 (??/??/92)  121.26   (m)          397.8    (f) COMPUTED    2 0
 AX1211
 AX1211.Superseded values are not recommended for survey control.
 AX1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1211.See file dsdata.txt to determine how the superseded data were derived.
 AX1211
 AX1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT965939(NAD 83)
 AX1211_MARKER: DB = BENCH MARK DISK
 AX1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1211_STAMPING: K 842 1943
 AX1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1211+STABILITY: SURFACE MOTION
 AX1211
 AX1211  HISTORY     - Date     Condition        Report By
 AX1211  HISTORY     - 1943     MONUMENTED       CGS
 AX1211  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1211
 AX1211                          STATION DESCRIPTION
 AX1211
 AX1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1211'0.2 MI N FROM FREYBURG.
 AX1211'TO REACH FROM GLECKLERS STORE AT FREYBURG, PROCEED 0.2 MILE NORTHERLY
 AX1211'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 95.0 FEET
 AX1211'SOUTH OF A T FENCE CORNER POST.  IT IS 26.6 FEET EAST OF AND ABOUT THE
 AX1211'SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 2.0 FEET EAST OF THE
 AX1211'EAST RIGHT-OF-WAY FENCE AND 3.2 FEET SOUTH OF A 4X4 INCH WHITE WOODEN
 AX1211'MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AX1211
 AX1211                          STATION RECOVERY (1997)
 AX1211
 AX1211'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1212 ***********************************************************************
 AX1212  DESIGNATION -  K 842 RESET 1950
 AX1212  PID         -  AX1212
 AX1212  STATE/COUNTY-  TX/FAYETTE
 AX1212  USGS QUAD   -  SWISS ALP (1981)
 AX1212
 AX1212                         *CURRENT SURVEY CONTROL
 AX1212  ___________________________________________________________________
 AX1212* NAD 83(1986)-  29 45 38.     (N)    096 58 01.     (W)     SCALED    
 AX1212* NAVD 88     -       121.28   (+/-2cm)     397.9    (feet)  VERTCON   
 AX1212  ___________________________________________________________________
 AX1212  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AX1212
 AX1212  VERT ORDER  -  THIRD (See Below)
 AX1212
 AX1212.The horizontal coordinates were scaled from a topographic map and have
 AX1212.an estimated accuracy of +/- 6 seconds.
 AX1212
 AX1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1212.The vertical order pertains to the NGVD 29 superseded value.
 AX1212
 AX1212.The geoid height was determined by GEOID03.
 AX1212
 AX1212;                    North         East    Units  Estimated Accuracy
 AX1212;SPC TXSC     - 4,215,300.      796,600.      MT  (+/- 180 meters Scaled)
 AX1212
 AX1212                          SUPERSEDED SURVEY CONTROL
 AX1212
 AX1212  NGVD 29 (??/??/??)  121.24   (m)          397.8    (f) RESET       3  
 AX1212
 AX1212.Superseded values are not recommended for survey control.
 AX1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1212.See file dsdata.txt to determine how the superseded data were derived.
 AX1212
 AX1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT965939(NAD 83)
 AX1212_MARKER: DB = BENCH MARK DISK
 AX1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1212_STAMPING: K 842 RESET 1950
 AX1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1212+STABILITY: SURFACE MOTION
 AX1212
 AX1212  HISTORY     - Date     Condition        Report By
 AX1212  HISTORY     - 1950     MONUMENTED       TXHD
 AX1212  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX1212  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AX1212
 AX1212                          STATION DESCRIPTION
 AX1212
 AX1212'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AX1212'0.2 MI N FROM FREYBURG.
 AX1212'0.2 MILE NORTH ALONG FARM TO MARKET HIGHWAY 956 FROM THE GLECKLER
 AX1212'STORE AT FREYBURG, FAYETTE CO., 39 FEET EAST OF THE CENTERLINE OF THE
 AX1212'HIGHWAY, AND 4 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AX1212'DISK, SET IN (GHT) TOP OF A (CONCRETE) POST.
 AX1212
 AX1212                          STATION RECOVERY (1990)
 AX1212
 AX1212'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX1212'MARK NOT FOUND.
 AX1212
 AX1212                          STATION RECOVERY (2004)
 AX1212
 AX1212'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1115 ***********************************************************************
 AX1115  DESIGNATION -  K 843
 AX1115  PID         -  AX1115
 AX1115  STATE/COUNTY-  TX/COLORADO
 AX1115  USGS QUAD   -  COLUMBUS (1981)
 AX1115
 AX1115                         *CURRENT SURVEY CONTROL
 AX1115  ___________________________________________________________________
 AX1115* NAD 83(1986)-  29 39 58.     (N)    096 35 02.     (W)     SCALED    
 AX1115* NAVD 88     -        73.08   (+/-2cm)     239.8    (feet)  VERTCON   
 AX1115  ___________________________________________________________________
 AX1115  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX1115
 AX1115  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1115
 AX1115.The horizontal coordinates were scaled from a topographic map and have
 AX1115.an estimated accuracy of +/- 6 seconds.
 AX1115
 AX1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1115.The vertical order pertains to the NGVD 29 superseded value.
 AX1115
 AX1115.The geoid height was determined by GEOID03.
 AX1115
 AX1115;                    North         East    Units  Estimated Accuracy
 AX1115;SPC TXSC     - 4,205,540.      833,850.      MT  (+/- 180 meters Scaled)
 AX1115
 AX1115                          SUPERSEDED SURVEY CONTROL
 AX1115
 AX1115  NGVD 29 (??/??/92)   73.058  (m)          239.69   (f) ADJ UNCH    2 0
 AX1115
 AX1115.Superseded values are not recommended for survey control.
 AX1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1115.See file dsdata.txt to determine how the superseded data were derived.
 AX1115
 AX1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT338842(NAD 83)
 AX1115_MARKER: DB = BENCH MARK DISK
 AX1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1115_STAMPING: K 843 1943
 AX1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1115+STABILITY: SURFACE MOTION
 AX1115
 AX1115  HISTORY     - Date     Condition        Report By
 AX1115  HISTORY     - 1943     MONUMENTED       CGS
 AX1115  HISTORY     - 1957     GOOD             NGS
 AX1115  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1115  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1115
 AX1115                          STATION DESCRIPTION
 AX1115
 AX1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AX1115'0.4 MI E FROM GLIDDEN.
 AX1115'0.4 MILES EAST OF THE TN AND O RAILROAD STATION AT GLIDDEN, THEN 2.9
 AX1115'MILES SOUTH ALONG PAVED AND GRAVEL ROADS, 420 FEET SOUTH OF T-ROAD
 AX1115'WEST, 30 FEET WEST OF A ROAD, 44 FEET NORTH AND 50 FEET WEST OF A 8
 AX1115'INCH LIVE OAK TREE, 9 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 AX1115'DISK STAMPED K 843 1943 AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT
 AX1115'BELOW GROUND.
 AX1115
 AX1115                          STATION RECOVERY (1991)
 AX1115
 AX1115'RECOVERY NOTE BY US POWER SQUADRON 1991 (WM)
 AX1115'MARK NOT FOUND.
 AX1115
 AX1115                          STATION RECOVERY (2004)
 AX1115
 AX1115'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1165 ***********************************************************************
 AX1165  DESIGNATION -  K 844
 AX1165  PID         -  AX1165
 AX1165  STATE/COUNTY-  TX/COLORADO
 AX1165  USGS QUAD   -  OAKLAND (1981)
 AX1165
 AX1165                         *CURRENT SURVEY CONTROL
 AX1165  ___________________________________________________________________
 AX1165* NAD 83(1986)-  29 32 43.     (N)    096 45 52.     (W)     SCALED    
 AX1165* NAVD 88     -        90.07   (+/-2cm)     295.5    (feet)  VERTCON   
 AX1165  ___________________________________________________________________
 AX1165  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX1165
 AX1165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1165
 AX1165.The horizontal coordinates were scaled from a topographic map and have
 AX1165.an estimated accuracy of +/- 6 seconds.
 AX1165
 AX1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1165.The vertical order pertains to the NGVD 29 superseded value.
 AX1165
 AX1165.The geoid height was determined by GEOID03.
 AX1165
 AX1165;                    North         East    Units  Estimated Accuracy
 AX1165;SPC TXSC     - 4,191,800.      816,640.      MT  (+/- 180 meters Scaled)
 AX1165
 AX1165                          SUPERSEDED SURVEY CONTROL
 AX1165
 AX1165  NGVD 29 (??/??/92)   90.051  (m)          295.44   (f) ADJ UNCH    2 0
 AX1165
 AX1165.Superseded values are not recommended for survey control.
 AX1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1165.See file dsdata.txt to determine how the superseded data were derived.
 AX1165
 AX1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT166704(NAD 83)
 AX1165_MARKER: DB = BENCH MARK DISK
 AX1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1165_STAMPING: K 844 1943
 AX1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1165+STABILITY: SURFACE MOTION
 AX1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1165+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 AX1165
 AX1165  HISTORY     - Date     Condition        Report By
 AX1165  HISTORY     - 1943     MONUMENTED       CGS
 AX1165  HISTORY     - 20020727 GOOD             USPSQD
 AX1165  HISTORY     - 20041026 GOOD             USPSQD
 AX1165
 AX1165                          STATION DESCRIPTION
 AX1165
 AX1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1165'12.85 MI S FROM WEIMAR.
 AX1165'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1165'ALONG U.S. HIGHWAY NO.90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1165'THENCE 12.6 MILES SOUTHERLY ALONG THE SUBLIME ROAD TO SITE OF BENCH
 AX1165'MARK.  BENCH MARK IS 0.4 MILE NORTH OF THE COLORADO - LAVACA COUNTY
 AX1165'LINE.  IT IS 34.7 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AX1165'OF THE ROAD AND IN LINE WITH A T FENCE ON THE EAST SIDE OF THE ROAD,
 AX1165'2.5 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE AND 2.7 FEET SOUTH OF A
 AX1165'4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AX1165
 AX1165                          STATION RECOVERY (2002)
 AX1165
 AX1165'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1165'RECOVERED IN GOOD CONDITION.
 AX1165
 AX1165                          STATION RECOVERY (2004)
 AX1165
 AX1165'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1165'PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0972 ***********************************************************************
 AX0972  DESIGNATION -  K 845
 AX0972  PID         -  AX0972
 AX0972  STATE/COUNTY-  TX/LAVACA
 AX0972  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0972
 AX0972                         *CURRENT SURVEY CONTROL
 AX0972  ___________________________________________________________________
 AX0972* NAD 83(1986)-  29 28 52.     (N)    096 55 58.     (W)     SCALED    
 AX0972* NAVD 88     -        97.98   (+/-2cm)     321.5    (feet)  VERTCON   
 AX0972  ___________________________________________________________________
 AX0972  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0972
 AX0972  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0972
 AX0972.The horizontal coordinates were scaled from a topographic map and have
 AX0972.an estimated accuracy of +/- 6 seconds.
 AX0972
 AX0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0972.The vertical order pertains to the NGVD 29 superseded value.
 AX0972
 AX0972.The geoid height was determined by GEOID03.
 AX0972
 AX0972;                    North         East    Units  Estimated Accuracy
 AX0972;SPC TXSC     - 4,184,390.      800,450.      MT  (+/- 180 meters Scaled)
 AX0972
 AX0972                          SUPERSEDED SURVEY CONTROL
 AX0972
 AX0972  NGVD 29 (??/??/92)   97.97   (m)          321.4    (f) COMPUTED    2 0
 AX0972
 AX0972.Superseded values are not recommended for survey control.
 AX0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0972.See file dsdata.txt to determine how the superseded data were derived.
 AX0972
 AX0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT004630(NAD 83)
 AX0972_MARKER: DB = BENCH MARK DISK
 AX0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0972_SP_SET: CULVERT
 AX0972_STAMPING: K 845 1943
 AX0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0972
 AX0972  HISTORY     - Date     Condition        Report By
 AX0972  HISTORY     - 1943     MONUMENTED       CGS
 AX0972  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0972
 AX0972                          STATION DESCRIPTION
 AX0972
 AX0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0972'2.85 MI N FROM HALLETTSVILLE.
 AX0972'TO REACH FROM THE CITY HALL AT HALLETTSVILLE, PROCEED 2.85 MILES
 AX0972'NORTHERLY ALONG U.S. HIGHWAY NO.77 TO A CONCRETE CULVERT AND SITE OF
 AX0972'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH
 AX0972'END OF THE WEST HEADWALL OF A 2X4 FOOT CONCRETE BOX CULVERT UNDER THE
 AX0972'HIGHWAY.  IT IS 12.1 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE
 AX0972'CENTERLINE OF THE HIGHWAY.
 AX0972
 AX0972                          STATION RECOVERY (1997)
 AX0972
 AX0972'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7675 ***********************************************************************
 AJ7675  DESIGNATION -  K 845 RESET
 AJ7675  PID         -  AJ7675
 AJ7675  STATE/COUNTY-  TX/LAVACA
 AJ7675  USGS QUAD   -  HALLETTSVILLE (1981)
 AJ7675
 AJ7675                         *CURRENT SURVEY CONTROL
 AJ7675  ___________________________________________________________________
 AJ7675* NAD 83(1986)-  29 28 52.     (N)    096 55 58.     (W)     SCALED    
 AJ7675* NAVD 88     -        97.73   (meters)     320.6    (feet)  RESET     
 AJ7675  ___________________________________________________________________
 AJ7675  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AJ7675
 AJ7675  VERT ORDER  -  THIRD
 AJ7675
 AJ7675.The horizontal coordinates were scaled from a topographic map and have
 AJ7675.an estimated accuracy of +/- 6 seconds.
 AJ7675
 AJ7675.The orthometric height was computed from unverified reset data.
 AJ7675.No vertical observational check was made to the station.
 AJ7675
 AJ7675.The geoid height was determined by GEOID03.
 AJ7675
 AJ7675;                    North         East    Units  Estimated Accuracy
 AJ7675;SPC TXSC     - 4,184,390.      800,450.      MT  (+/- 180 meters Scaled)
 AJ7675
 AJ7675                          SUPERSEDED SURVEY CONTROL
 AJ7675
 AJ7675.No superseded survey control is available for this station.
 AJ7675
 AJ7675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT004630(NAD 83)
 AJ7675_MARKER: DV = VERTICAL CONTROL DISK
 AJ7675_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ7675_SP_SET: BOX CULVERT HEADWALL
 AJ7675_STAMPING: K 845 RESET 2000
 AJ7675_MARK LOGO: NGS   
 AJ7675_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7675+STABILITY: SURFACE MOTION
 AJ7675
 AJ7675  HISTORY     - Date     Condition        Report By
 AJ7675  HISTORY     - 2000     MONUMENTED       LOCENG
 AJ7675
 AJ7675                          STATION DESCRIPTION
 AJ7675
 AJ7675'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DJ)
 AJ7675'2.7 MILES (4.3 KM) NORTH ALONG U.S.  HIGHWAY 77 FROM THE JUNCTION OF
 AJ7675'U.S.  HIGHWAY 90 A AT HALLETTSVILLE AND 0.05 MILES (0.08 KM) NORTH OF
 AJ7675'A PRIVATE DRIVE TO THE WEST, A DISK SET IN THE TOP OF THE WEST
 AJ7675'HEADWALL OF A FOUR FOOT HIGH BY TWO FOOT WIDE CONCRETE BOX CULVERT
 AJ7675'UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0973 ***********************************************************************
 AX0973  DESIGNATION -  K 845 RESET 1956
 AX0973  PID         -  AX0973
 AX0973  STATE/COUNTY-  TX/LAVACA
 AX0973  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0973
 AX0973                         *CURRENT SURVEY CONTROL
 AX0973  ___________________________________________________________________
 AX0973* NAD 83(1986)-  29 28 52.     (N)    096 55 58.     (W)     SCALED    
 AX0973* NAVD 88     -        97.996  (meters)     321.51   (feet)  ADJUSTED  
 AX0973  ___________________________________________________________________
 AX0973  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0973  DYNAMIC HT  -          97.858 (meters)     321.06  (feet)  COMP
 AX0973  MODELED GRAV-     979,236.2   (mgal)                       NAVD 88
 AX0973
 AX0973  VERT ORDER  -  FIRST     CLASS I
 AX0973
 AX0973.The horizontal coordinates were scaled from a topographic map and have
 AX0973.an estimated accuracy of +/- 6 seconds.
 AX0973
 AX0973.The orthometric height was determined by differential leveling
 AX0973.and adjusted by the National Geodetic Survey in June 1991..
 AX0973
 AX0973.The geoid height was determined by GEOID03.
 AX0973
 AX0973.The dynamic height is computed by dividing the NAVD 88
 AX0973.geopotential number by the normal gravity value computed on the
 AX0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0973.degrees latitude (g = 980.6199 gals.).
 AX0973
 AX0973.The modeled gravity was interpolated from observed gravity values.
 AX0973
 AX0973;                    North         East    Units  Estimated Accuracy
 AX0973;SPC TXSC     - 4,184,390.      800,450.      MT  (+/- 180 meters Scaled)
 AX0973
 AX0973                          SUPERSEDED SURVEY CONTROL
 AX0973
 AX0973  NGVD 29 (??/??/92)   97.984  (m)          321.47   (f) ADJ UNCH    1 1
 AX0973
 AX0973.Superseded values are not recommended for survey control.
 AX0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0973.See file dsdata.txt to determine how the superseded data were derived.
 AX0973
 AX0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT004630(NAD 83)
 AX0973_MARKER: DB = BENCH MARK DISK
 AX0973_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0973_SP_SET: CULVERT
 AX0973_STAMPING: K 845 RESET 1956
 AX0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0973
 AX0973  HISTORY     - Date     Condition        Report By
 AX0973  HISTORY     - 1956     MONUMENTED       CGS
 AX0973  HISTORY     - 1972     GOOD             NGS
 AX0973  HISTORY     - 19970606 GOOD             USPSQD
 AX0973
 AX0973                          STATION DESCRIPTION
 AX0973
 AX0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0973'2.7 MI N FROM HALLETTSVILLE.
 AX0973'ABOUT 2.7 MILES NORTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF U.
 AX0973'S. HIGHWAY 90A AT HALLETTSVILLE, 140 FEET NORTH OF THE CENTER LINE OF
 AX0973'A PRIVATE DRIVEWAY, 22 1/2 FEET WEST OF THE CENTER LINE OF THE
 AX0973'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEADWALL
 AX0973'FOR A 2-BY-4-FOOT BOX CULVERT UNDER THE HIGHWAY AND ABOUT LEVEL WITH
 AX0973'THE HIGHWAY.
 AX0973
 AX0973                          STATION RECOVERY (1997)
 AX0973
 AX0973'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1500 ***********************************************************************
 AX1500  DESIGNATION -  K 846
 AX1500  PID         -  AX1500
 AX1500  STATE/COUNTY-  TX/LAVACA
 AX1500  USGS QUAD   -  KOMENSKY (1981)
 AX1500
 AX1500                         *CURRENT SURVEY CONTROL
 AX1500  ___________________________________________________________________
 AX1500* NAD 83(1986)-  29 33 55.     (N)    097 06 51.     (W)     SCALED    
 AX1500* NAVD 88     -       101.49   (+/-2cm)     333.0    (feet)  VERTCON   
 AX1500  ___________________________________________________________________
 AX1500  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AX1500
 AX1500  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1500
 AX1500.The horizontal coordinates were scaled from a topographic map and have
 AX1500.an estimated accuracy of +/- 6 seconds.
 AX1500
 AX1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1500.The vertical order pertains to the NGVD 29 superseded value.
 AX1500
 AX1500.The geoid height was determined by GEOID03.
 AX1500
 AX1500;                    North         East    Units  Estimated Accuracy
 AX1500;SPC TXSC     - 4,193,420.      782,710.      MT  (+/- 180 meters Scaled)
 AX1500
 AX1500                          SUPERSEDED SURVEY CONTROL
 AX1500
 AX1500  NGVD 29 (??/??/92)  101.46   (m)          332.9    (f) COMPUTED    2 0
 AX1500
 AX1500.Superseded values are not recommended for survey control.
 AX1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1500.See file dsdata.txt to determine how the superseded data were derived.
 AX1500
 AX1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT826721(NAD 83)
 AX1500_MARKER: DB = BENCH MARK DISK
 AX1500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1500_SP_SET: BRIDGE
 AX1500_STAMPING: K 846 1943
 AX1500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1500
 AX1500  HISTORY     - Date     Condition        Report By
 AX1500  HISTORY     - 1943     MONUMENTED       CGS
 AX1500  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX1500
 AX1500                          STATION DESCRIPTION
 AX1500
 AX1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1500'2.35 MI E FROM MOULTON.
 AX1500'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1500'STATION AT MOULTON, PROCEED 0.45 MILE SOUTHERLY ALONG THE TRACK TO A
 AX1500'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 1.9 MILE EASTERLY ALONG
 AX1500'A DIRT ROAD TO THE EAST END OF A STEEL BRIDGE AND SITE OF BENCH MARK.
 AX1500'BENCH MARK IS SET HORIZONTALLY IN THE CENTER AND TOP OF THE NORTHEAST
 AX1500'CONCRETE WINGWALL OF A 140.0 FOOT STEEL BRIDGE OVER A CREEK. IT IS
 AX1500'10.5 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AX1500'THE ROAD.
 AX1500
 AX1500                          STATION RECOVERY (1965)
 AX1500
 AX1500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX1500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0807 ***********************************************************************
 AX0807  DESIGNATION -  K 847
 AX0807  PID         -  AX0807
 AX0807  STATE/COUNTY-  TX/LAVACA
 AX0807  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0807
 AX0807                         *CURRENT SURVEY CONTROL
 AX0807  ___________________________________________________________________
 AX0807* NAD 83(1986)-  29 28 36.     (N)    096 57 51.     (W)     SCALED    
 AX0807* NAVD 88     -        84.98   (+/-2cm)     278.8    (feet)  VERTCON   
 AX0807  ___________________________________________________________________
 AX0807  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0807
 AX0807  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0807
 AX0807.The horizontal coordinates were scaled from a topographic map and have
 AX0807.an estimated accuracy of +/- 6 seconds.
 AX0807
 AX0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0807.The vertical order pertains to the NGVD 29 superseded value.
 AX0807
 AX0807.The geoid height was determined by GEOID03.
 AX0807
 AX0807;                    North         East    Units  Estimated Accuracy
 AX0807;SPC TXSC     - 4,183,840.      797,420.      MT  (+/- 180 meters Scaled)
 AX0807
 AX0807                          SUPERSEDED SURVEY CONTROL
 AX0807
 AX0807  NGVD 29 (??/??/92)   84.968  (m)          278.77   (f) ADJ UNCH    2 0
 AX0807
 AX0807.Superseded values are not recommended for survey control.
 AX0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0807.See file dsdata.txt to determine how the superseded data were derived.
 AX0807
 AX0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT973625(NAD 83)
 AX0807_MARKER: DB = BENCH MARK DISK
 AX0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0807_STAMPING: K 847 1943
 AX0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0807+STABILITY: SURFACE MOTION
 AX0807
 AX0807  HISTORY     - Date     Condition        Report By
 AX0807  HISTORY     - 1943     MONUMENTED       CGS
 AX0807  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX0807
 AX0807                          STATION DESCRIPTION
 AX0807
 AX0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0807'3.5 MI NW FROM HALLETTSVILLE.
 AX0807'TO REACH FROM THE CITY HALL AT HALLETTSVILLE, PROCEED 1.65 MILE
 AX0807'NORTHERLY ALONG U.S. HIGHWAY NO. 77 TO THE INTERSECTION OF A DIRT
 AX0807'CROSS ROAD, THENCE 1.85 MILE WESTERLY ALONG A DIRT ROAD TO SITE OF
 AX0807'BENCH MARK.  BENCH MARK IS 0.05 MILE SOUTHEAST OF A 24.0 FOOT WOODEN
 AX0807'BRIDGE IN THE ROAD.  IT IS 32.2 FEET SOUTHWEST OF AND ABOUT 2.0 FEET
 AX0807'ABOVE THE CENTERLINE OF THE ROAD AND 3.0 FEET SOUTHEAST OF A 4X4 INCH
 AX0807'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.  STAMPED K 847
 AX0807'1943.
 AX0807
 AX0807                          STATION RECOVERY (1964)
 AX0807
 AX0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1775 ***********************************************************************
 AX1775  DESIGNATION -  K 848
 AX1775  PID         -  AX1775
 AX1775  STATE/COUNTY-  TX/GONZALES
 AX1775  USGS QUAD   -  CHEAPSIDE (1987)
 AX1775
 AX1775                         *CURRENT SURVEY CONTROL
 AX1775  ___________________________________________________________________
 AX1775* NAD 83(1986)-  29 16 46.     (N)    097 24 00.     (W)     SCALED    
 AX1775* NAVD 88     -        84.58   (+/-2cm)     277.5    (feet)  VERTCON   
 AX1775  ___________________________________________________________________
 AX1775  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AX1775
 AX1775  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1775
 AX1775.The horizontal coordinates were scaled from a topographic map and have
 AX1775.an estimated accuracy of +/- 6 seconds.
 AX1775
 AX1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1775.The vertical order pertains to the NGVD 29 superseded value.
 AX1775
 AX1775.The geoid height was determined by GEOID03.
 AX1775
 AX1775;                    North         East    Units  Estimated Accuracy
 AX1775;SPC TXSC     - 4,161,330.      755,460.      MT  (+/- 180 meters Scaled)
 AX1775
 AX1775                          SUPERSEDED SURVEY CONTROL
 AX1775
 AX1775  NGVD 29 (??/??/92)   84.567  (m)          277.45   (f) ADJ UNCH    2 0
 AX1775
 AX1775.Superseded values are not recommended for survey control.
 AX1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1775.See file dsdata.txt to determine how the superseded data were derived.
 AX1775
 AX1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT554400(NAD 83)
 AX1775_MARKER: DB = BENCH MARK DISK
 AX1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1775_STAMPING: K 848 1943
 AX1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1775+STABILITY: SURFACE MOTION
 AX1775
 AX1775  HISTORY     - Date     Condition        Report By
 AX1775  HISTORY     - 1943     MONUMENTED       CGS
 AX1775
 AX1775                          STATION DESCRIPTION
 AX1775
 AX1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1775'0.2 MI N FROM CHEAPSIDE.
 AX1775'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 0.2 MILE NORTHEASTERLY
 AX1775'ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING NORTH AND
 AX1775'SITE OF BENCH MARK.  BENCH MARK IS 50.5 FEET NORTHWEST OF THE
 AX1775'CENTERLINE OF A DIRT ROAD LEADING NORTHEAST.  IT IS 42.4 FEET NORTH OF
 AX1775'A FENCE CORNER POST, 37.4 FEET SOUTH OF A POWER TRANSMISSION POLE,
 AX1775'22.7 FEET EAST OF AND ABOUT 2 FEET ABOVE THE CENTERLINE OF A DIRT ROAD
 AX1775'LEADING NORTH AND 2.7 FEET NORTH OF A 4X4 INCH WHITE WOODEN MARKER
 AX1775'POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2107 ***********************************************************************
 AX2107  DESIGNATION -  K 849
 AX2107  PID         -  AX2107
 AX2107  STATE/COUNTY-  TX/GONZALES
 AX2107  USGS QUAD   -  PILGRIM (1987)
 AX2107
 AX2107                         *CURRENT SURVEY CONTROL
 AX2107  ___________________________________________________________________
 AX2107* NAD 83(1986)-  29 19 23.     (N)    097 37 04.     (W)     SCALED    
 AX2107* NAVD 88     -        98.14   (+/-2cm)     322.0    (feet)  VERTCON   
 AX2107  ___________________________________________________________________
 AX2107  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AX2107
 AX2107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2107
 AX2107.The horizontal coordinates were scaled from a topographic map and have
 AX2107.an estimated accuracy of +/- 6 seconds.
 AX2107
 AX2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2107.The vertical order pertains to the NGVD 29 superseded value.
 AX2107
 AX2107.The geoid height was determined by GEOID03.
 AX2107
 AX2107;                    North         East    Units  Estimated Accuracy
 AX2107;SPC TXSC     - 4,165,890.      734,240.      MT  (+/- 180 meters Scaled)
 AX2107
 AX2107                          SUPERSEDED SURVEY CONTROL
 AX2107
 AX2107  NGVD 29 (??/??/92)   98.110  (m)          321.88   (f) ADJ UNCH    2 0
 AX2107
 AX2107.Superseded values are not recommended for survey control.
 AX2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2107.See file dsdata.txt to determine how the superseded data were derived.
 AX2107
 AX2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT342445(NAD 83)
 AX2107_MARKER: DB = BENCH MARK DISK
 AX2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2107_STAMPING: K 849 1943
 AX2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2107+STABILITY: SURFACE MOTION
 AX2107
 AX2107  HISTORY     - Date     Condition        Report By
 AX2107  HISTORY     - 1943     MONUMENTED       CGS
 AX2107  HISTORY     - 1953     GOOD             LOCENG
 AX2107
 AX2107                          STATION DESCRIPTION
 AX2107
 AX2107'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 AX2107'5.1 MI SW FROM WRIGHTSBORO.
 AX2107'TO REACH FROM THE P.O. AT WRIGHTSBORO, PROCEED 5.1 MI. S.W. ALONG A
 AX2107'GRAVEL ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.1 MI. N.E. OF AND
 AX2107'ACROSS THE ROAD FROM A SMALL CEMETERY.  IT IS 102.3 FEET S.E. OF AND
 AX2107'ACROSS THE ROAD FROM R.E.A. CO-OP POLE NO. 5/167, 28.7 FEET S.E. OF
 AX2107'AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF THE ROAD AND 3.2 FEET
 AX2107'SOUTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AX2107'0.2 FOOT.  NOTE-- THIS BENCH MARK IS ALSO 4.8 MI. N.E. OF THE TEXAS
 AX2107'AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD STATION AT SMILEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0469 ***********************************************************************
 AX0469  DESIGNATION -  K 850
 AX0469  PID         -  AX0469
 AX0469  STATE/COUNTY-  TX/WHARTON
 AX0469  USGS QUAD   -  BONUS (1981)
 AX0469
 AX0469                         *CURRENT SURVEY CONTROL
 AX0469  ___________________________________________________________________
 AX0469* NAD 83(1986)-  29 26 31.     (N)    096 17 27.     (W)     SCALED    
 AX0469* NAVD 88     -        41.32   (+/-2cm)     135.6    (feet)  VERTCON   
 AX0469  ___________________________________________________________________
 AX0469  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX0469
 AX0469  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0469
 AX0469.The horizontal coordinates were scaled from a topographic map and have
 AX0469.an estimated accuracy of +/- 6 seconds.
 AX0469
 AX0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0469.The vertical order pertains to the NGVD 29 superseded value.
 AX0469
 AX0469.The geoid height was determined by GEOID03.
 AX0469
 AX0469;                    North         East    Units  Estimated Accuracy
 AX0469;SPC TXSC     - 4,181,320.      862,790.      MT  (+/- 180 meters Scaled)
 AX0469
 AX0469                          SUPERSEDED SURVEY CONTROL
 AX0469
 AX0469  NGVD 29 (??/??/92)   41.316  (m)          135.55   (f) ADJ UNCH    2 0
 AX0469
 AX0469.Superseded values are not recommended for survey control.
 AX0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0469.See file dsdata.txt to determine how the superseded data were derived.
 AX0469
 AX0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT627600(NAD 83)
 AX0469_MARKER: DB = BENCH MARK DISK
 AX0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0469_STAMPING: K-850 1943
 AX0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0469+STABILITY: SURFACE MOTION
 AX0469
 AX0469  HISTORY     - Date     Condition        Report By
 AX0469  HISTORY     - 1943     MONUMENTED       CGS
 AX0469
 AX0469                          STATION DESCRIPTION
 AX0469
 AX0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0469'1.0 MI SW FROM BONUS.
 AX0469'1.0 MILE SOUTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT BONUS,
 AX0469'ABOUT 0.1 MILE SOUTHWEST OF A Y ROAD, AT THE NORTH CORNER OF A SMALL
 AX0469'BARN LOT, ABOUT 90 FEET NORTHWEST OF A SMALL FARM HOUSE, 48 FEET
 AX0469'SOUTHEAST OF THE CENTER-LINE OF THE ROAD, 3.7 FEET EAST OF THE
 AX0469'NORTHEAST GATE POST, 2.2 FEET NORTHEAST OF THE FENCE, 1.7 FEET
 AX0469'NORTHWEST OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE
 AX0469'POST PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.  POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0470 ***********************************************************************
 AX0470  DESIGNATION -  K 851
 AX0470  PID         -  AX0470
 AX0470  STATE/COUNTY-  TX/WHARTON
 AX0470  USGS QUAD   -  GLEN FLORA (1980)
 AX0470
 AX0470                         *CURRENT SURVEY CONTROL
 AX0470  ___________________________________________________________________
 AX0470* NAD 83(1986)-  29 19 47.     (N)    096 12 21.     (W)     SCALED    
 AX0470* NAVD 88     -        36.21   (+/-2cm)     118.8    (feet)  VERTCON   
 AX0470  ___________________________________________________________________
 AX0470  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0470
 AX0470  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0470
 AX0470.The horizontal coordinates were scaled from a topographic map and have
 AX0470.an estimated accuracy of +/- 6 seconds.
 AX0470
 AX0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0470.The vertical order pertains to the NGVD 29 superseded value.
 AX0470
 AX0470.The geoid height was determined by GEOID03.
 AX0470
 AX0470;                    North         East    Units  Estimated Accuracy
 AX0470;SPC TXSC     - 4,169,080.      871,330.      MT  (+/- 180 meters Scaled)
 AX0470
 AX0470                          SUPERSEDED SURVEY CONTROL
 AX0470
 AX0470  NGVD 29 (??/??/92)   36.211  (m)          118.80   (f) ADJ UNCH    2 0
 AX0470
 AX0470.Superseded values are not recommended for survey control.
 AX0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0470.See file dsdata.txt to determine how the superseded data were derived.
 AX0470
 AX0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT713477(NAD 83)
 AX0470_MARKER: DB = BENCH MARK DISK
 AX0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0470_STAMPING: K-851 1943
 AX0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0470+STABILITY: SURFACE MOTION
 AX0470
 AX0470  HISTORY     - Date     Condition        Report By
 AX0470  HISTORY     - 1943     MONUMENTED       CGS
 AX0470
 AX0470                          STATION DESCRIPTION
 AX0470
 AX0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0470'1.4 MI SW FROM GLENFLORA.
 AX0470'1.4 MILES SOUTHWEST ALONG THE COUNTRY ROAD FROM THE POST OFFICE AT
 AX0470'GLENFLORA, SET IN THE NORTHEAST POINT OF THE TRIANGLE FORMED BY THE
 AX0470'INTERSECTION OF THE ROADS, IN LINE WITH THE ROAD LEADING NORTHEAST, 77
 AX0470'FEET NORTHEAST OF THE CENTER-LINE OF THE NORTHWEST-SOUTHEAST ROAD, 34
 AX0470'FEET WEST OF THE CENTER-LINE OF THE NORTH-SOUTH ROAD, 34 FEET SOUTH OF
 AX0470'THE EAST-WEST ROAD, 2 FEET NORTHWEST OF THE REFERENCE POST. BENCH MARK
 AX0470'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE
 AX0470'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0503 ***********************************************************************
 AX0503  DESIGNATION -  K 852
 AX0503  PID         -  AX0503
 AX0503  STATE/COUNTY-  TX/WHARTON
 AX0503  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0503
 AX0503                         *CURRENT SURVEY CONTROL
 AX0503  ___________________________________________________________________
 AX0503* NAD 83(1986)-  29 13 45.     (N)    096 25 51.     (W)     SCALED    
 AX0503* NAVD 88     -        32.12   (+/-2cm)     105.4    (feet)  VERTCON   
 AX0503  ___________________________________________________________________
 AX0503  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0503
 AX0503  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0503
 AX0503.The horizontal coordinates were scaled from a topographic map and have
 AX0503.an estimated accuracy of +/- 6 seconds.
 AX0503
 AX0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0503.The vertical order pertains to the NGVD 29 superseded value.
 AX0503
 AX0503.The geoid height was determined by GEOID03.
 AX0503
 AX0503;                    North         East    Units  Estimated Accuracy
 AX0503;SPC TXSC     - 4,157,440.      849,730.      MT  (+/- 180 meters Scaled)
 AX0503
 AX0503                          SUPERSEDED SURVEY CONTROL
 AX0503
 AX0503  NGVD 29 (??/??/92)   32.126  (m)          105.40   (f) ADJ UNCH    2 0
 AX0503
 AX0503.Superseded values are not recommended for survey control.
 AX0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0503.See file dsdata.txt to determine how the superseded data were derived.
 AX0503
 AX0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT497361(NAD 83)
 AX0503_MARKER: DB = BENCH MARK DISK
 AX0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0503_STAMPING: K-852 1943
 AX0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0503+STABILITY: SURFACE MOTION
 AX0503
 AX0503  HISTORY     - Date     Condition        Report By
 AX0503  HISTORY     - 1943     MONUMENTED       CGS
 AX0503
 AX0503                          STATION DESCRIPTION
 AX0503
 AX0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0503'10.7 MI N FROM LOUISE.
 AX0503'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE STATION AT
 AX0503'LOUISE, THENCE 8.2 MILES NORTH ALONG THE COUNTY ROAD, THENCE 2.0 MILES
 AX0503'WEST ALONG COUNTY ROAD, 0.3 MILE EAST OF A WHITE FARM HOUSE, SET AT
 AX0503'THE NORTHEAST CORNER OF A FIELD, 33 FEET SOUTH OF CENTER-LINE OF THE
 AX0503'ROAD, 24 FEET EAST OF THE EAST GATE POST, 2 FEET SOUTHWEST OF THE
 AX0503'3-WAY CORNER FENCE POST, 2 FEET NORTH OF REFERENCE POST.  BENCH MARK
 AX0503'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE THE
 AX0503'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0729 ***********************************************************************
 AX0729  DESIGNATION -  K 853
 AX0729  PID         -  AX0729
 AX0729  STATE/COUNTY-  TX/COLORADO
 AX0729  USGS QUAD   -  SHERIDAN SE (1981)
 AX0729
 AX0729                         *CURRENT SURVEY CONTROL
 AX0729  ___________________________________________________________________
 AX0729* NAD 83(1993)-  29 16 57.30551(N)    096 34 48.46504(W)     ADJUSTED  
 AX0729* NAVD 88     -        41.17   (+/-2cm)     135.1    (feet)  VERTCON   
 AX0729  ___________________________________________________________________
 AX0729  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AX0729  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0729
 AX0729  HORZ ORDER  -  SECOND
 AX0729  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0729
 AX0729.The horizontal coordinates were established by classical geodetic methods
 AX0729.and adjusted by the National Geodetic Survey in February 1996..
 AX0729
 AX0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0729.The vertical order pertains to the NGVD 29 superseded value.
 AX0729
 AX0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX0729
 AX0729.The geoid height was determined by GEOID03.
 AX0729
 AX0729;                    North         East     Units Scale Factor Converg.
 AX0729;SPC TXSC     - 4,163,047.660   835,096.558   MT  0.99986366   +1 11 07.9
 AX0729;SPC TXSC     -13,658,265.53  2,739,812.62   sFT  0.99986366   +1 11 07.9
 AX0729;UTM  14      - 3,241,723.371   735,088.051   MT  1.00028201   +1 11 02.9
 AX0729
 AX0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX0729!SPC TXSC     -   0.99999783  x   0.99986366  =   0.99986149
 AX0729!UTM  14      -   0.99999783  x   1.00028201  =   1.00027984
 AX0729
 AX0729:                Primary Azimuth Mark                     Grid Az
 AX0729:SPC TXSC     -  PROVIDENT                                079 23 03.0
 AX0729:UTM  14      -  PROVIDENT                                079 23 08.0
 AX0729
 AX0729|---------------------------------------------------------------------|
 AX0729| PID    Reference Object                     Distance      Geod. Az  |
 AX0729|                                                           dddmmss.s |
 AX0729| AX2716 PROVIDENT                           APPROX. 0.6 KM 0803410.9 |
 AX0729|---------------------------------------------------------------------|
 AX0729
 AX0729                          SUPERSEDED SURVEY CONTROL
 AX0729
 AX0729  NAD 83(1986)-  29 16 57.31969(N)    096 34 48.45092(W) AD(       ) 2
 AX0729  NAD 27      -  29 16 56.42094(N)    096 34 47.55202(W) AD(       ) 2
 AX0729  NGVD 29 (??/??/92)   41.165  (m)          135.06   (f) ADJ UNCH    2 0
 AX0729
 AX0729.Superseded values are not recommended for survey control.
 AX0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0729.See file dsdata.txt to determine how the superseded data were derived.
 AX0729
 AX0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT3508841723(NAD 83)
 AX0729_MARKER: DB = BENCH MARK DISK
 AX0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0729_STAMPING: K 853 1943
 AX0729_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0729
 AX0729  HISTORY     - Date     Condition        Report By
 AX0729  HISTORY     - 1980     MONUMENTED       NGS
 AX0729  HISTORY     - 1954     GOOD             NGS
 AX0729  HISTORY     - 1962     GOOD             USGS
 AX0729
 AX0729                          STATION DESCRIPTION
 AX0729
 AX0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX0729'THE STATION IS LOCATED 20 MILES EAST-NORTHEAST OF EL CAMPO,
 AX0729'16 MILES NORTH OF GANADO, 16 MILES SOUTH-SOUTHEAST OF SHERIDAN
 AX0729'AND IS ON HIGHWAY RIGHT-OF-WAY.
 AX0729'
 AX0729'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 AX0729'AND FARM TO MARKET ROAD 111, IN EDNA, GO NORTHEASTERLY ON
 AX0729'HIGHWAY 59 FOR 3.5 MILES TO A
 AX0729'SIDE ROAD LEFT, FARM TO MARKET ROAD 530.  GO
 AX0729'NORTH ON ROUTE 530 FOR 17.4 MILES TO A SIDE ROAD RIGHT,
 AX0729'FARM TO MARKET ROAD 1300.  TURN RIGHT AND GO EAST ON ROUTE 1300
 AX0729'FOR 6.55 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH, WEST
 AX0729'AND NORTH AGAIN ON A GRAVEL ROAD FOR 4.75 MILES TO WHERE THE
 AX0729'ROAD TURNS WEST AGAIN. CONTINUE WEST FOR 0.4 MILE TO
 AX0729'STATION ON LEFT AS DESCRIBED.
 AX0729'
 AX0729'THE STATION IS A STANDARD NGS BENCH MARK DISK
 AX0729'STAMPED---K 853 1943---,
 AX0729'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 AX0729'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 AX0729'24 FEET SOUTH FROM THE CENTER OF A GRAVEL ROAD,
 AX0729'18 FEET WEST FROM THE WEST END OF A GATE LEADING INTO A PASTURE AND
 AX0729'3.5 FEET NORTH FROM A METAL WITNESS POST.
 AX0729'
 AX0729'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 AX0729'MARKS WERE SET AT THIS STATION.
 AX0729'
 AX0729'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 AX0729'
 AX0729'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AX0729'PROVIDENT 1954 USING ELECTRONIC DISTANCE EQUIPMENT.
 AX0729
 AX0729                          STATION RECOVERY (1954)
 AX0729
 AX0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AX0729'3.1 MI E FROM PROVIDENT CITY.
 AX0729'3.1 MILES EAST ALONG COUNTY ROAD FROM PROVIDENT CITY, AND 0.35 MILE
 AX0729'WEST OF POINT WHERE ROAD TURNS FROM EAST TO SOUTH, 66.5 FEET WEST OF
 AX0729'H. W. COLEMANS MAIL BOX, 21 FEET SOUTH OF THE CENTER OF THE GRAVEL
 AX0729'ROAD, 16.5 FEET WEST OF THE WEST GATE POST, 2 FEET NORTH OF AN
 AX0729'EAST-WEST FENCE AND 1.5 FEET EAST OF A WHITE WITNESS POST.  NOTE-- THE
 AX0729'MARK WAS USED AS THE AZIMUTH MARK FOR TRIANGULATION STATION PROVIDENT,
 AX0729'WHICH IS 0.35 MILE EAST.
 AX0729
 AX0729                          STATION RECOVERY (1962)
 AX0729
 AX0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AX0729'3.1 MI. SE. ALONG COUNTY RD. FROM THE POST OFFICE AT PROVIDENT CITY,
 AX0729'SET AT THE SW. QUARTER OF THE PRIVATE RD. CROSSING, 29 FT. W. OF THE
 AX0729'CENTERLINE OF THE PRIVATE RD. LEADING S. INTO THE FIELD, 22 FT. S.
 AX0729'OF THE CENTERLINE OF THE MAIN RD., 1.7 FT. E. OF THE REFERENCE POST.
 AX0729'
 AX0729'STATION MARK--STANDARD USC AND GS BENCH MARK DISK SET IN CONCRETE
 AX0729'POST PROJECTING ABOUT 0.2 FT., STAMPED ---K 853 1943---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0877 ***********************************************************************
 AX0877  DESIGNATION -  K 854
 AX0877  PID         -  AX0877
 AX0877  STATE/COUNTY-  TX/JACKSON
 AX0877  USGS QUAD   -  GANADO (1981)
 AX0877
 AX0877                         *CURRENT SURVEY CONTROL
 AX0877  ___________________________________________________________________
 AX0877* NAD 83(1986)-  29 04 08.     (N)    096 31 22.     (W)     SCALED    
 AX0877* NAVD 88     -        21.53   (+/-2cm)      70.6    (feet)  VERTCON   
 AX0877  ___________________________________________________________________
 AX0877  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0877
 AX0877  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0877
 AX0877.The horizontal coordinates were scaled from a topographic map and have
 AX0877.an estimated accuracy of +/- 6 seconds.
 AX0877
 AX0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0877.The vertical order pertains to the NGVD 29 superseded value.
 AX0877
 AX0877.The geoid height was determined by GEOID03.
 AX0877
 AX0877;                    North         East    Units  Estimated Accuracy
 AX0877;SPC TXSC     - 4,139,490.      841,170.      MT  (+/- 180 meters Scaled)
 AX0877
 AX0877                          SUPERSEDED SURVEY CONTROL
 AX0877
 AX0877  NGVD 29 (??/??/92)   21.54   (m)           70.7    (f) COMPUTED    2 0
 AX0877
 AX0877.Superseded values are not recommended for survey control.
 AX0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0877.See file dsdata.txt to determine how the superseded data were derived.
 AX0877
 AX0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT411181(NAD 83)
 AX0877_MARKER: DB = BENCH MARK DISK
 AX0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0877_STAMPING: K 854 1943
 AX0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0877+STABILITY: SURFACE MOTION
 AX0877
 AX0877  HISTORY     - Date     Condition        Report By
 AX0877  HISTORY     - 1943     MONUMENTED       CGS
 AX0877  HISTORY     - 1972     MARK NOT FOUND   NGS
 AX0877  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX0877
 AX0877                          STATION DESCRIPTION
 AX0877
 AX0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0877'2.6 MI N FROM GANADO.
 AX0877'0.3 MI. S.W. ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE STATION
 AX0877'AT GANADO, 2 MI. N. ALONG THE COUNTY ROAD, 0.3 MI. W. ALONG COUNTY
 AX0877'ROAD, SET AT A T ROAD, AT THE S.E. CORNER OF A FARM HOUSE YARD, 27
 AX0877'FEET N. OF THE CENTERLINE OF THE ROAD, 16 FEET W. OF THE CENTERLINE OF
 AX0877'THE PRIVATE ROAD LEADING N, 4.3 FEET S.W. OF THE CORNER FENCE POST,
 AX0877'2.6 FEET S. OF THE FENCE, 2.6 FEET E. OF THE REFERENCE POST. PROJECTS
 AX0877'0.2 FOOT.
 AX0877
 AX0877                          STATION RECOVERY (1972)
 AX0877
 AX0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AX0877'MARK NOT FOUND.
 AX0877
 AX0877                          STATION RECOVERY (1998)
 AX0877
 AX0877'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0878 ***********************************************************************
 AX0878  DESIGNATION -  K 854 RESET 1972
 AX0878  PID         -  AX0878
 AX0878  STATE/COUNTY-  TX/JACKSON
 AX0878  USGS QUAD   -  GANADO (1981)
 AX0878
 AX0878                         *CURRENT SURVEY CONTROL
 AX0878  ___________________________________________________________________
 AX0878* NAD 83(1986)-  29 04 08.     (N)    096 31 22.     (W)     SCALED    
 AX0878* NAVD 88     -        21.52   (+/-2cm)      70.6    (feet)  VERTCON   
 AX0878  ___________________________________________________________________
 AX0878  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0878
 AX0878  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0878
 AX0878.The horizontal coordinates were scaled from a topographic map and have
 AX0878.an estimated accuracy of +/- 6 seconds.
 AX0878
 AX0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0878.The vertical order pertains to the NGVD 29 superseded value.
 AX0878
 AX0878.The geoid height was determined by GEOID03.
 AX0878
 AX0878;                    North         East    Units  Estimated Accuracy
 AX0878;SPC TXSC     - 4,139,490.      841,170.      MT  (+/- 180 meters Scaled)
 AX0878
 AX0878                          SUPERSEDED SURVEY CONTROL
 AX0878
 AX0878  NGVD 29 (??/??/92)   21.526  (m)           70.62   (f) ADJ UNCH    2 0
 AX0878
 AX0878.Superseded values are not recommended for survey control.
 AX0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0878.See file dsdata.txt to determine how the superseded data were derived.
 AX0878
 AX0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT411181(NAD 83)
 AX0878_MARKER: DB = BENCH MARK DISK
 AX0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0878_STAMPING: K 854 RESET 1956 1972
 AX0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0878+STABILITY: SURFACE MOTION
 AX0878
 AX0878  HISTORY     - Date     Condition        Report By
 AX0878  HISTORY     - 1972     MONUMENTED       NGS
 AX0878  HISTORY     - 19980725 GOOD             USPSQD
 AX0878
 AX0878                          STATION DESCRIPTION
 AX0878
 AX0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0878'2.15 MI NW FROM GANADO.
 AX0878'ABOUT 1.9 MILES NORTH ALONG FARM TO MARKET ROAD NO. 710 FROM THE
 AX0878'INTERSECTION OF U. S. HIGHWAY 59 AT GANADO, THENCE 0.25 MILE WEST
 AX0878'ALONG MATUS ROAD (GRAVELED), AT THE JUNCTION OF A DRIVEWAY LEADING
 AX0878'NORTH TO CATTLE PENS, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 31
 AX0878'FEET WEST OF A FENCE CORNER, 17.4 FEET WEST OF THE CENTER OF A GATE
 AX0878'ACROSS THE DRIVEWAY, 10 1/2 FEET NORTHWEST OF THE CENTER OF THE WEST
 AX0878'END OF A 2-FOOT CONCRETE PIPE CULVERT UNDER THE DRIVEWAY, 0.6 FOOT
 AX0878'SOUTH OF THE FENCE LINE, 1.2 FEET EAST OF A METAL WITNESS POST, 1 FOOT
 AX0878'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AX0878'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 AX0878
 AX0878                          STATION RECOVERY (1998)
 AX0878
 AX0878'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1644 ***********************************************************************
 AN1644  DESIGNATION -  K 855
 AN1644  PID         -  AN1644
 AN1644  STATE/COUNTY-  TX/KARNES
 AN1644  USGS QUAD   -  KARNES CITY (1987)
 AN1644
 AN1644                         *CURRENT SURVEY CONTROL
 AN1644  ___________________________________________________________________
 AN1644* NAD 83(1986)-  28 54 00.     (N)    097 52 55.     (W)     SCALED    
 AN1644* NAVD 88     -       121.334  (meters)     398.08   (feet)  ADJUSTED  
 AN1644  ___________________________________________________________________
 AN1644  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AN1644  DYNAMIC HT  -         121.158 (meters)     397.50  (feet)  COMP
 AN1644  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 AN1644
 AN1644  VERT ORDER  -  FIRST     CLASS II
 AN1644
 AN1644.The horizontal coordinates were scaled from a topographic map and have
 AN1644.an estimated accuracy of +/- 6 seconds.
 AN1644
 AN1644.The orthometric height was determined by differential leveling
 AN1644.and adjusted by the National Geodetic Survey in June 1991..
 AN1644
 AN1644.The geoid height was determined by GEOID03.
 AN1644
 AN1644.The dynamic height is computed by dividing the NAVD 88
 AN1644.geopotential number by the normal gravity value computed on the
 AN1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1644.degrees latitude (g = 980.6199 gals.).
 AN1644
 AN1644.The modeled gravity was interpolated from observed gravity values.
 AN1644
 AN1644;                    North         East    Units  Estimated Accuracy
 AN1644;SPC TXSC     - 4,118,740.      709,030.      MT  (+/- 180 meters Scaled)
 AN1644
 AN1644                          SUPERSEDED SURVEY CONTROL
 AN1644
 AN1644.No superseded survey control is available for this station.
 AN1644
 AN1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS090974(NAD 83)
 AN1644_MARKER: DB = BENCH MARK DISK
 AN1644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1644_SP_SET: CULVERT
 AN1644_STAMPING: K 855 1943
 AN1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1644+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 AN1644
 AN1644  HISTORY     - Date     Condition        Report By
 AN1644  HISTORY     - 1943     MONUMENTED       CGS
 AN1644  HISTORY     - 1981     GOOD             NGS
 AN1644  HISTORY     - 20040903 GOOD             USPSQD
 AN1644
 AN1644                          STATION DESCRIPTION
 AN1644
 AN1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1644'0.9 MI NE FROM KARNES CITY.
 AN1644'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 80 FROM THE INTERSECTION
 AN1644'OF STATE HIGHWAY 123 AT KARNES CITY, KARNES COUNTY, ABOUT 0.15 MILE
 AN1644'SOUTHWEST OF THE INTERSECTION OF A DIRT CROSS ROAD, IN THE TOP OF THE
 AN1644'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 3- BY 4-FOOT CONCRETE
 AN1644'BOX CULVERT, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 AN1644'ABOUT 2-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K
 AN1644'855 1943.
 AN1644
 AN1644                          STATION RECOVERY (1981)
 AN1644
 AN1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1644'1.4 KM (0.9 MI) NORTHEAST ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 AN1644'STATE HIGHWAY 123 IN KARNES CITY, 0.2 KM (0.15 MI) SOUTHWEST OF THE
 AN1644'JUNCTION OF A GRAVEL ROAD, IN TOP OF THE SOUTHEAST HEADWALL OF A
 AN1644'CONCRETE CULVERT, 12.0 METERS (40.0 FT) SOUTHEAST OF THE CENTERLINE OF
 AN1644'THE HIGHWAY, 5.7 METERS (19.0 FT) NORTHWEST OF A RIGHT-OF-WAY FENCE,
 AN1644'3.0 METERS (10.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL,
 AN1644'2.4 METERS (8.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 AN1644'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AN1644
 AN1644                          STATION RECOVERY (2004)
 AN1644
 AN1644'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AN1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1918 ***********************************************************************
 AX1918  DESIGNATION -  K 856
 AX1918  PID         -  AX1918
 AX1918  STATE/COUNTY-  TX/KARNES
 AX1918  USGS QUAD   -  GILLETT (1987)
 AX1918
 AX1918                         *CURRENT SURVEY CONTROL
 AX1918  ___________________________________________________________________
 AX1918* NAD 83(1986)-  29 10 51.     (N)    097 45 28.     (W)     SCALED    
 AX1918* NAVD 88     -       107.52   (+/-2cm)     352.8    (feet)  VERTCON   
 AX1918  ___________________________________________________________________
 AX1918  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1918
 AX1918  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1918
 AX1918.The horizontal coordinates were scaled from a topographic map and have
 AX1918.an estimated accuracy of +/- 6 seconds.
 AX1918
 AX1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1918.The vertical order pertains to the NGVD 29 superseded value.
 AX1918
 AX1918.The geoid height was determined by GEOID03.
 AX1918
 AX1918;                    North         East    Units  Estimated Accuracy
 AX1918;SPC TXSC     - 4,149,980.      720,810.      MT  (+/- 180 meters Scaled)
 AX1918
 AX1918                          SUPERSEDED SURVEY CONTROL
 AX1918
 AX1918  NGVD 29 (??/??/92)  107.487  (m)          352.65   (f) ADJ UNCH    2 0
 AX1918
 AX1918.Superseded values are not recommended for survey control.
 AX1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1918.See file dsdata.txt to determine how the superseded data were derived.
 AX1918
 AX1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT207286(NAD 83)
 AX1918_MARKER: DB = BENCH MARK DISK
 AX1918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1918_SP_SET: CULVERT
 AX1918_STAMPING: K 856 1943
 AX1918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1918
 AX1918  HISTORY     - Date     Condition        Report By
 AX1918  HISTORY     - 1943     MONUMENTED       CGS
 AX1918
 AX1918                          STATION DESCRIPTION
 AX1918
 AX1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1918'4.05 MI N FROM GILLETT.
 AX1918'TO REACH FROM THE FOUR CORNERS AT GILLETT, PROCEED 4.05 MILES
 AX1918'NORTHERLY ALONG STATE HIGHWAY NO.80 TO A CONCRETE CULVERT AND SITE OF
 AX1918'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH
 AX1918'END OF THE WEST HEADWALL OF A 4X10 FOOT DOUBLE CONCRETE CULVERT UNDER
 AX1918'THE HIGHWAY.  IT IS 0.15 MILE NORTH OF THE INTERSECTION OF A DIRT
 AX1918'CROSS ROAD, 14.7 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1918'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1919 ***********************************************************************
 AX1919  DESIGNATION -  K 856 RESET 1971
 AX1919  PID         -  AX1919
 AX1919  STATE/COUNTY-  TX/KARNES
 AX1919  USGS QUAD   -  GILLETT (1987)
 AX1919
 AX1919                         *CURRENT SURVEY CONTROL
 AX1919  ___________________________________________________________________
 AX1919* NAD 83(1986)-  29 10 51.     (N)    097 45 28.     (W)     SCALED    
 AX1919* NAVD 88     -       107.38   (+/-2cm)     352.3    (feet)  VERTCON   
 AX1919  ___________________________________________________________________
 AX1919  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1919
 AX1919  VERT ORDER  -  THIRD (See Below)
 AX1919
 AX1919.The horizontal coordinates were scaled from a topographic map and have
 AX1919.an estimated accuracy of +/- 6 seconds.
 AX1919
 AX1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1919.The vertical order pertains to the NGVD 29 superseded value.
 AX1919
 AX1919.The geoid height was determined by GEOID03.
 AX1919
 AX1919;                    North         East    Units  Estimated Accuracy
 AX1919;SPC TXSC     - 4,149,980.      720,810.      MT  (+/- 180 meters Scaled)
 AX1919
 AX1919                          SUPERSEDED SURVEY CONTROL
 AX1919
 AX1919  NGVD 29 (01/29/03)  107.34   (m)          352.2    (f) RESET       3  
 AX1919
 AX1919.Superseded values are not recommended for survey control.
 AX1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1919.See file dsdata.txt to determine how the superseded data were derived.
 AX1919
 AX1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT207286(NAD 83)
 AX1919_MARKER: DB = BENCH MARK DISK
 AX1919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1919_SP_SET: CULVERT
 AX1919_STAMPING: K 856 RESET 1971
 AX1919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1919+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AX1919
 AX1919  HISTORY     - Date     Condition        Report By
 AX1919  HISTORY     - 1971     MONUMENTED       TXHD
 AX1919  HISTORY     - 1972     GOOD             TXHD
 AX1919  HISTORY     - 20040815 GOOD             USPSQD
 AX1919  HISTORY     - 20040917 GOOD             USPSQD
 AX1919
 AX1919                          STATION DESCRIPTION
 AX1919
 AX1919'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1919'3.7 MI N FROM GILLETT.
 AX1919'ABOUT 3.7 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE INTERSECTION OF
 AX1919'STATE HIGHWAY 119 IN GILLETT, KARNES COUNTY, IN THE TOP OF THE WEST
 AX1919'HEADWALL OF A 5- BY 5- FOOT DOUBLE CONCRETE BOX CULVERT UNDER THE
 AX1919'HIGHWAY, 10.5 FEET FROM THE SOUTH END OF THE WEST HEADWALL, 42.0 FEET
 AX1919'WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT THREE FEET BELOW THE
 AX1919'HIGHWAY.
 AX1919
 AX1919                          STATION RECOVERY (2004)
 AX1919
 AX1919'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX1919'RECOVERED IN GOOD CONDITION.
 AX1919
 AX1919                          STATION RECOVERY (2004)
 AX1919
 AX1919'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AX1919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1630 ***********************************************************************
 AN1630  DESIGNATION -  K 858
 AN1630  PID         -  AN1630
 AN1630  STATE/COUNTY-  TX/DE WITT
 AN1630  USGS QUAD   -  RUNGE (1987)
 AN1630
 AN1630                         *CURRENT SURVEY CONTROL
 AN1630  ___________________________________________________________________
 AN1630* NAD 83(1986)-  28 56 37.     (N)    097 39 31.     (W)     SCALED    
 AN1630* NAVD 88     -       111.27   (+/-2cm)     365.1    (feet)  VERTCON   
 AN1630  ___________________________________________________________________
 AN1630  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AN1630
 AN1630  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1630
 AN1630.The horizontal coordinates were scaled from a topographic map and have
 AN1630.an estimated accuracy of +/- 6 seconds.
 AN1630
 AN1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1630.The vertical order pertains to the NGVD 29 superseded value.
 AN1630
 AN1630.The geoid height was determined by GEOID03.
 AN1630
 AN1630;                    North         East    Units  Estimated Accuracy
 AN1630;SPC TXSC     - 4,123,800.      730,760.      MT  (+/- 180 meters Scaled)
 AN1630
 AN1630                          SUPERSEDED SURVEY CONTROL
 AN1630
 AN1630  NGVD 29 (??/??/92)  111.250  (m)          364.99   (f) ADJ UNCH    2 0
 AN1630
 AN1630.Superseded values are not recommended for survey control.
 AN1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1630.See file dsdata.txt to determine how the superseded data were derived.
 AN1630
 AN1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT307024(NAD 83)
 AN1630_MARKER: DB = BENCH MARK DISK
 AN1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1630_STAMPING: K 858 1943
 AN1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1630+STABILITY: SURFACE MOTION
 AN1630
 AN1630  HISTORY     - Date     Condition        Report By
 AN1630  HISTORY     - 1943     MONUMENTED       CGS
 AN1630  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN1630
 AN1630                          STATION DESCRIPTION
 AN1630
 AN1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1630'0.9 MI W FROM NORDHEIM.
 AN1630'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 AN1630'NORDHEIM, DE WITT COUNTY, THENCE ABOUT 3.0 MILES NORTHWEST ALONG A
 AN1630'DIRT ROAD.  ABOUT 0.05 MILE NORTHWEST OF A 30-FOOT WOODEN BRIDGE OVER
 AN1630'A CREEK, ABOUT 101 YARDS SOUTHEAST OF THE CENTER OF THE JUNCTION OF A
 AN1630'DIRT ROAD LEADING SOUTHWEST, 23.5 FEET NORTHEAST OF THE CENTER LINE OF
 AN1630'THE MAIN ROAD, 3.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND
 AN1630'ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED K 858 1943 AND
 AN1630'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE
 AN1630'GROUND.
 AN1630
 AN1630                          STATION RECOVERY (1963)
 AN1630
 AN1630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN1630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1968 ***********************************************************************
 AX1968  DESIGNATION -  K 859
 AX1968  PID         -  AX1968
 AX1968  STATE/COUNTY-  TX/DE WITT
 AX1968  USGS QUAD   -  SAMPLE (1987)
 AX1968
 AX1968                         *CURRENT SURVEY CONTROL
 AX1968  ___________________________________________________________________
 AX1968* NAD 83(1986)-  29 07 49.     (N)    097 34 40.     (W)     SCALED    
 AX1968* NAVD 88     -       132.88   (+/-2cm)     436.0    (feet)  VERTCON   
 AX1968  ___________________________________________________________________
 AX1968  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AX1968
 AX1968  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1968
 AX1968.The horizontal coordinates were scaled from a topographic map and have
 AX1968.an estimated accuracy of +/- 6 seconds.
 AX1968
 AX1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1968.The vertical order pertains to the NGVD 29 superseded value.
 AX1968
 AX1968.The geoid height was determined by GEOID03.
 AX1968
 AX1968;                    North         East    Units  Estimated Accuracy
 AX1968;SPC TXSC     - 4,144,580.      738,380.      MT  (+/- 180 meters Scaled)
 AX1968
 AX1968                          SUPERSEDED SURVEY CONTROL
 AX1968
 AX1968  NGVD 29 (??/??/92)  132.860  (m)          435.89   (f) ADJ UNCH    2 0
 AX1968
 AX1968.Superseded values are not recommended for survey control.
 AX1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1968.See file dsdata.txt to determine how the superseded data were derived.
 AX1968
 AX1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT383232(NAD 83)
 AX1968_MARKER: DB = BENCH MARK DISK
 AX1968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1968_SP_SET: CULVERT
 AX1968_STAMPING: K 859 1943
 AX1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1968
 AX1968  HISTORY     - Date     Condition        Report By
 AX1968  HISTORY     - 1943     MONUMENTED       CGS
 AX1968  HISTORY     - 1961     GOOD             USGS
 AX1968
 AX1968                          STATION DESCRIPTION
 AX1968
 AX1968'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AX1968'IN NOPAL.
 AX1968'AT NOPAL, 130 FT. N. OF JCT. OF FARM ROAD 108 AND DIRT ROAD, ABOUT 129
 AX1968'FT S. OF THE POST OFFICE, 103 FT E. OF FARM ROAD 108, 15.8 FT E. OF
 AX1968'THE CENTER LINE OF DIRT ROAD, IN TOP OF N. END OF E. HEADWALL OF CONC.
 AX1968'CULVERT, ABOUT 1 FT. ABOVE GROUND, STD. DISK STAMPED K 859 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1361 ***********************************************************************
 BY1361  DESIGNATION -  K 86
 BY1361  PID         -  BY1361
 BY1361  STATE/COUNTY-  TX/HOUSTON
 BY1361  USGS QUAD   -  CROCKETT (1950)
 BY1361
 BY1361                         *CURRENT SURVEY CONTROL
 BY1361  ___________________________________________________________________
 BY1361* NAD 83(1986)-  31 22 23.     (N)    095 28 33.     (W)     SCALED    
 BY1361* NAVD 88     -       107.40   (+/-2cm)     352.4    (feet)  VERTCON   
 BY1361  ___________________________________________________________________
 BY1361  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BY1361
 BY1361  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1361
 BY1361.The horizontal coordinates were scaled from a topographic map and have
 BY1361.an estimated accuracy of +/- 6 seconds.
 BY1361
 BY1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1361.The vertical order pertains to the NGVD 29 superseded value.
 BY1361
 BY1361.The geoid height was determined by GEOID03.
 BY1361
 BY1361;                    North         East    Units  Estimated Accuracy
 BY1361;SPC TX C     - 3,199,250.    1,161,900.      MT  (+/- 180 meters Scaled)
 BY1361
 BY1361                          SUPERSEDED SURVEY CONTROL
 BY1361
 BY1361  NGVD 29 (??/??/92)  107.386  (m)          352.32   (f) ADJ UNCH    1 2
 BY1361
 BY1361.Superseded values are not recommended for survey control.
 BY1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1361.See file dsdata.txt to determine how the superseded data were derived.
 BY1361
 BY1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ645735(NAD 83)
 BY1361_MARKER: DB = BENCH MARK DISK
 BY1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1361_SP_SET: CULVERT
 BY1361_STAMPING: K 86 1932 352.365
 BY1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1361
 BY1361  HISTORY     - Date     Condition        Report By
 BY1361  HISTORY     - 1932     MONUMENTED       CGS
 BY1361  HISTORY     - 1960     GOOD             NGS
 BY1361  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY1361
 BY1361                          STATION DESCRIPTION
 BY1361
 BY1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1361'4.3 MI N FROM CROCKETT.
 BY1361'ABOUT 4.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1361'STATION AT CROCKETT, 4 POLES SOUTH OF MILEPOST 33, 14 1/2 FEET WEST OF
 BY1361'THE WEST RAIL, 25 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 4 FEET
 BY1361'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF THE SOUTH END OF THE
 BY1361'WEST CONCRETE HEADWALL OF A CULVERT.
 BY1361
 BY1361                          STATION RECOVERY (1980)
 BY1361
 BY1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0693 ***********************************************************************
 AX0693  DESIGNATION -  K 860
 AX0693  PID         -  AX0693
 AX0693  STATE/COUNTY-  TX/COLORADO
 AX0693  USGS QUAD   -  SHERIDAN NE (1981)
 AX0693
 AX0693                         *CURRENT SURVEY CONTROL
 AX0693  ___________________________________________________________________
 AX0693* NAD 83(1986)-  29 29 16.     (N)    096 33 35.     (W)     SCALED    
 AX0693* NAVD 88     -        62.63   (+/-2cm)     205.5    (feet)  VERTCON   
 AX0693  ___________________________________________________________________
 AX0693  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0693
 AX0693  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0693
 AX0693.The horizontal coordinates were scaled from a topographic map and have
 AX0693.an estimated accuracy of +/- 6 seconds.
 AX0693
 AX0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0693.The vertical order pertains to the NGVD 29 superseded value.
 AX0693
 AX0693.The geoid height was determined by GEOID03.
 AX0693
 AX0693;                    North         East    Units  Estimated Accuracy
 AX0693;SPC TXSC     - 4,185,830.      836,600.      MT  (+/- 180 meters Scaled)
 AX0693
 AX0693                          SUPERSEDED SURVEY CONTROL
 AX0693
 AX0693  NGVD 29 (??/??/92)   62.62   (m)          205.4    (f) COMPUTED    2 0
 AX0693
 AX0693.Superseded values are not recommended for survey control.
 AX0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0693.See file dsdata.txt to determine how the superseded data were derived.
 AX0693
 AX0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT365645(NAD 83)
 AX0693_MARKER: DB = BENCH MARK DISK
 AX0693_SETTING: 0 = UNSPECIFIED SETTING
 AX0693_STAMPING: K 860 1943
 AX0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0693
 AX0693  HISTORY     - Date     Condition        Report By
 AX0693  HISTORY     - 1943     MONUMENTED       CGS
 AX0693
 AX0693                          STATION DESCRIPTION
 AX0693
 AX0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0693'3.5 MI SE FROM ROCK ISLAND.
 AX0693'3.5 MI. S.E. ALONG THE COUNTY ROAD FROM THE STATION AT ROCK ISLAND,
 AX0693'SET AT A 3-WAY CORNER FENCE POST, ABOUT 0.1 MI. N. OF A WOODEN BRIDGE,
 AX0693'22 FEET W. OF THE CENTERLINE OF THE ROAD, 11.7 FEET N. OF THE CORNER
 AX0693'FENCE POST, 1.7 FEET S. OF THE REFERENCE POST.  PROJECTION 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0694 ***********************************************************************
 AX0694  DESIGNATION -  K 860 RESET 1955
 AX0694  PID         -  AX0694
 AX0694  STATE/COUNTY-  TX/COLORADO
 AX0694  USGS QUAD   -  SHERIDAN NE (1981)
 AX0694
 AX0694                         *CURRENT SURVEY CONTROL
 AX0694  ___________________________________________________________________
 AX0694* NAD 83(1986)-  29 29 16.     (N)    096 33 35.     (W)     SCALED    
 AX0694* NAVD 88     -        62.72   (+/-2cm)     205.8    (feet)  VERTCON   
 AX0694  ___________________________________________________________________
 AX0694  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0694
 AX0694  VERT ORDER  -  THIRD (See Below)
 AX0694
 AX0694.The horizontal coordinates were scaled from a topographic map and have
 AX0694.an estimated accuracy of +/- 6 seconds.
 AX0694
 AX0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0694.The vertical order pertains to the NGVD 29 superseded value.
 AX0694
 AX0694.The geoid height was determined by GEOID03.
 AX0694
 AX0694;                    North         East    Units  Estimated Accuracy
 AX0694;SPC TXSC     - 4,185,830.      836,600.      MT  (+/- 180 meters Scaled)
 AX0694
 AX0694                          SUPERSEDED SURVEY CONTROL
 AX0694
 AX0694  NGVD 29 (??/??/??)   62.71   (m)          205.7    (f) RESET       3  
 AX0694
 AX0694.Superseded values are not recommended for survey control.
 AX0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0694.See file dsdata.txt to determine how the superseded data were derived.
 AX0694
 AX0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT365645(NAD 83)
 AX0694_MARKER: DB = BENCH MARK DISK
 AX0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0694_STAMPING: K 860 RESET 1955
 AX0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0694+STABILITY: SURFACE MOTION
 AX0694
 AX0694  HISTORY     - Date     Condition        Report By
 AX0694  HISTORY     - 1955     MONUMENTED       TXHD
 AX0694
 AX0694                          STATION DESCRIPTION
 AX0694
 AX0694'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AX0694'3.5 MI SE FROM ROCK ISLAND.
 AX0694'3.5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE STATION AT ROCK
 AX0694'ISLAND, COLORADO COUNTY, 284 FEET NORTH ALONG FARM-TO-MARKET HIGHWAY
 AX0694'1693 FROM A TRIPLE 10- BY 7-FOOT CULVERT, NEAR A 3-WAY FENCE CORNER
 AX0694'POST, AND 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 AX0694'DISK, STAMPED K 860 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST
 AX0694'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0940 ***********************************************************************
 AN0940  DESIGNATION -  K 861 RESET 1965
 AN0940  PID         -  AN0940
 AN0940  STATE/COUNTY-  TX/GOLIAD
 AN0940  USGS QUAD   -  MELO (1987)
 AN0940
 AN0940                         *CURRENT SURVEY CONTROL
 AN0940  ___________________________________________________________________
 AN0940* NAD 83(1986)-  28 32 29.     (N)    097 24 34.     (W)     SCALED    
 AN0940* NAVD 88     -        47.41   (+/-2cm)     155.5    (feet)  VERTCON   
 AN0940  ___________________________________________________________________
 AN0940  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0940
 AN0940  VERT ORDER  -  THIRD (See Below)
 AN0940
 AN0940.The horizontal coordinates were scaled from a topographic map and have
 AN0940.an estimated accuracy of +/- 6 seconds.
 AN0940
 AN0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0940.The vertical order pertains to the NGVD 29 superseded value.
 AN0940
 AN0940.The geoid height was determined by GEOID03.
 AN0940
 AN0940;                    North         East    Units  Estimated Accuracy
 AN0940;SPC TXSC     - 4,079,530.      755,650.      MT  (+/- 180 meters Scaled)
 AN0940
 AN0940                          SUPERSEDED SURVEY CONTROL
 AN0940
 AN0940  NGVD 29 (01/29/03)   47.48   (m)          155.8    (f) RESET       3  
 AN0940
 AN0940.Superseded values are not recommended for survey control.
 AN0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0940.See file dsdata.txt to determine how the superseded data were derived.
 AN0940
 AN0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS556582(NAD 83)
 AN0940_MARKER: DB = BENCH MARK DISK
 AN0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0940_STAMPING: K 861 RESET 1965
 AN0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0940+STABILITY: SURFACE MOTION
 AN0940
 AN0940  HISTORY     - Date     Condition        Report By
 AN0940  HISTORY     - 1965     MONUMENTED       LOCENG
 AN0940  HISTORY     - 1966     GOOD             LOCENG
 AN0940
 AN0940                          STATION DESCRIPTION
 AN0940
 AN0940'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 AN0940'9.57 MI S FROM GOLIAD.
 AN0940'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 183 (U.S. 77 A) FROM THE
 AN0940'COURTHOUSE AT GOLIAD TO THE JUNCTION OF F.M. HIGHWAY 2825 (1.0 MILE
 AN0940'SOUTH OF THE SAN ANTONIO RIVER BRIDGE), THENCE 7.27 MILES SOUTH ALONG
 AN0940'F.M. HIGHWAY 2825, 51 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 24
 AN0940'FEET SOUTH OF A PRIVATE ROAD, 17 FEET SOUTH OF A GATE, 9 FEET NORTH OF
 AN0940'A FENCE CORNER, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1.0 FOOT
 AN0940'WEST OF THE RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A CONCRETE POST
 AN0940'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1485 ***********************************************************************
 AN1485  DESIGNATION -  K 864
 AN1485  PID         -  AN1485
 AN1485  STATE/COUNTY-  TX/BEE
 AN1485  USGS QUAD   -  SKIDMORE (1979)
 AN1485
 AN1485                         *CURRENT SURVEY CONTROL
 AN1485  ___________________________________________________________________
 AN1485* NAD 83(1986)-  28 15 35.     (N)    097 39 41.     (W)     SCALED    
 AN1485* NAVD 88     -        42.61   (+/-2cm)     139.8    (feet)  VERTCON   
 AN1485  ___________________________________________________________________
 AN1485  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AN1485
 AN1485  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1485
 AN1485.The horizontal coordinates were scaled from a topographic map and have
 AN1485.an estimated accuracy of +/- 6 seconds.
 AN1485
 AN1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1485.The vertical order pertains to the NGVD 29 superseded value.
 AN1485
 AN1485.The geoid height was determined by GEOID03.
 AN1485
 AN1485;                    North         East    Units  Estimated Accuracy
 AN1485;SPC TXSC     - 4,048,010.      731,350.      MT  (+/- 180 meters Scaled)
 AN1485
 AN1485                          SUPERSEDED SURVEY CONTROL
 AN1485
 AN1485  NGVD 29 (??/??/92)   42.635  (m)          139.88   (f) ADJ UNCH    1 2
 AN1485
 AN1485.Superseded values are not recommended for survey control.
 AN1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1485.See file dsdata.txt to determine how the superseded data were derived.
 AN1485
 AN1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS313267(NAD 83)
 AN1485_MARKER: DB = BENCH MARK DISK
 AN1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1485_STAMPING: K-864 1943
 AN1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1485+STABILITY: SURFACE MOTION
 AN1485
 AN1485  HISTORY     - Date     Condition        Report By
 AN1485  HISTORY     - 1943     MONUMENTED       CGS
 AN1485  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1485  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1485  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN1485
 AN1485                          STATION DESCRIPTION
 AN1485
 AN1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1485'1.4 MI NE FROM SKIDMORE.
 AN1485'0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1485'STATION AT SKIDMORE, THENCE 1.2 MILES NORTHEAST ALONG THE COUNTY ROAD,
 AN1485'ABOUT 0.2 MILE SOUTHWEST OF A CATTLE GUARD, IN A SMALL CLEARING, 30
 AN1485'FEET NORTHWEST OF THE CENTER-LINE OF THE ROAD, 1.8 FEET SOUTHWEST OF
 AN1485'THE REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 AN1485'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 AN1485
 AN1485                          STATION RECOVERY (1975)
 AN1485
 AN1485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1485'MARK NOT FOUND.
 AN1485
 AN1485                          STATION RECOVERY (1981)
 AN1485
 AN1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1485'SEARCHED FOR, NOT RECOVERED.
 AN1485
 AN1485                          STATION RECOVERY (1997)
 AN1485
 AN1485'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2088 ***********************************************************************
 AW2088  DESIGNATION -  K 865
 AW2088  PID         -  AW2088
 AW2088  STATE/COUNTY-  TX/BRAZORIA
 AW2088  USGS QUAD   -  MANVEL (1974)
 AW2088
 AW2088                         *CURRENT SURVEY CONTROL
 AW2088  ___________________________________________________________________
 AW2088* NAD 83(1986)-  29 28 09.     (N)    095 22 22.     (W)     SCALED    
 AW2088* NAVD 88     -        15.628  (meters)      51.27   (feet)  ADJUSTED  
 AW2088  ___________________________________________________________________
 AW2088  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW2088  DYNAMIC HT  -          15.607 (meters)      51.20  (feet)  COMP
 AW2088  MODELED GRAV-     979,265.6   (mgal)                       NAVD 88
 AW2088
 AW2088  VERT ORDER  -  FIRST     CLASS II
 AW2088
 AW2088.The horizontal coordinates were scaled from a topographic map and have
 AW2088.an estimated accuracy of +/- 6 seconds.
 AW2088
 AW2088.The orthometric height was determined by differential leveling
 AW2088.and adjusted by the National Geodetic Survey in June 1991..
 AW2088
 AW2088.The geoid height was determined by GEOID03.
 AW2088
 AW2088.The dynamic height is computed by dividing the NAVD 88
 AW2088.geopotential number by the normal gravity value computed on the
 AW2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2088.degrees latitude (g = 980.6199 gals.).
 AW2088
 AW2088.The modeled gravity was interpolated from observed gravity values.
 AW2088
 AW2088;                    North         East    Units  Estimated Accuracy
 AW2088;SPC TXSC     - 4,186,750.      951,720.      MT  (+/- 180 meters Scaled)
 AW2088
 AW2088                          SUPERSEDED SURVEY CONTROL
 AW2088
 AW2088  NGVD 29 (12/23/87)   15.624  (m)           51.26   (f) ADJUSTED    1 2
 AW2088
 AW2088.Superseded values are not recommended for survey control.
 AW2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2088.See file dsdata.txt to determine how the superseded data were derived.
 AW2088
 AW2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN699623(NAD 83)
 AW2088_MARKER: DB = BENCH MARK DISK
 AW2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2088_SP_SET: CONCRETE POST
 AW2088_STAMPING: K 865 1943
 AW2088_MARK LOGO: CGS   
 AW2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2088+STABILITY: SURFACE MOTION
 AW2088
 AW2088  HISTORY     - Date     Condition        Report By
 AW2088  HISTORY     - 1943     MONUMENTED       CGS
 AW2088  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2088  HISTORY     - 1987     GOOD             NGS
 AW2088  HISTORY     - 1990     GOOD             USPSQD
 AW2088  HISTORY     - 19960928 MARK NOT FOUND   USPSQD
 AW2088
 AW2088                          STATION DESCRIPTION
 AW2088
 AW2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW2088'1.0 MI W FROM MANVEL.
 AW2088'1.0 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 AW2088'STATION AT MANVEL, BRAZORIA COUNTY, 5 FEET SOUTH OF MILE POLE 37, 47.7
 AW2088'FEET SOUTH OF THE SOUTH RAIL, 17.6 FEET NORTH OF THE CENTERLINE OF A
 AW2088'ROAD, 0.8 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 1.5 FEET WEST OF A
 AW2088'WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 AW2088'PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 AW2088
 AW2088                          STATION RECOVERY (1978)
 AW2088
 AW2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2088'NOT RECOVERED.
 AW2088
 AW2088                          STATION RECOVERY (1987)
 AW2088
 AW2088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2088'RECOVERED IN GOOD CONDITION.
 AW2088
 AW2088                          STATION RECOVERY (1990)
 AW2088
 AW2088'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW2088'RECOVERED IN GOOD CONDITION.
 AW2088
 AW2088                          STATION RECOVERY (1996)
 AW2088
 AW2088'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0833 ***********************************************************************
 AX0833  DESIGNATION -  K 866
 AX0833  PID         -  AX0833
 AX0833  STATE/COUNTY-  TX/LAVACA
 AX0833  USGS QUAD   -  HOPE (1981)
 AX0833
 AX0833                         *CURRENT SURVEY CONTROL
 AX0833  ___________________________________________________________________
 AX0833* NAD 83(1986)-  29 14 50.     (N)    096 59 30.     (W)     SCALED    
 AX0833* NAVD 88     -        59.38   (+/-2cm)     194.8    (feet)  VERTCON   
 AX0833  ___________________________________________________________________
 AX0833  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0833
 AX0833  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0833
 AX0833.The horizontal coordinates were scaled from a topographic map and have
 AX0833.an estimated accuracy of +/- 6 seconds.
 AX0833
 AX0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0833.The vertical order pertains to the NGVD 29 superseded value.
 AX0833
 AX0833.The geoid height was determined by GEOID03.
 AX0833
 AX0833;                    North         East    Units  Estimated Accuracy
 AX0833;SPC TXSC     - 4,158,370.      795,190.      MT  (+/- 180 meters Scaled)
 AX0833
 AX0833                          SUPERSEDED SURVEY CONTROL
 AX0833
 AX0833  NGVD 29 (??/??/92)   59.388  (m)          194.84   (f) ADJ UNCH    2 0
 AX0833
 AX0833.Superseded values are not recommended for survey control.
 AX0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0833.See file dsdata.txt to determine how the superseded data were derived.
 AX0833
 AX0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT951370(NAD 83)
 AX0833_MARKER: DB = BENCH MARK DISK
 AX0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0833_STAMPING: K 866 1943
 AX0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0833+STABILITY: SURFACE MOTION
 AX0833
 AX0833  HISTORY     - Date     Condition        Report By
 AX0833  HISTORY     - 1943     MONUMENTED       CGS
 AX0833  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0833
 AX0833                          STATION DESCRIPTION
 AX0833
 AX0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0833'2.5 MI N FROM HOPE.
 AX0833'TO REACH FROM THE BAPTIST CHURCH AT HOPE-- PROCEED 2.5 MILES NORTHERLY
 AX0833'ALONG THE HOPE-KOERTH ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ON
 AX0833'THE OUTSIDE OF A CURVE, ABOUT 0.85 MILE SOUTH OF A WHITE FRAME SCHOOL
 AX0833'HOUSE, AND 28.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AX0833'CENTERLINE OF ROAD.  IT IS 17.0 FEET NORTH OF THE NEAREST OF TWO
 AX0833'15-INCH OAK TREES, 4.5 FEET EAST OF THE RIGHT-OF-WAY FENCE, 3.0 FEET
 AX0833'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
 AX0833
 AX0833                          STATION RECOVERY (1997)
 AX0833
 AX0833'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0765 ***********************************************************************
 AX0765  DESIGNATION -  K 867
 AX0765  PID         -  AX0765
 AX0765  STATE/COUNTY-  TX/LAVACA
 AX0765  USGS QUAD   -  EZZELL (1981)
 AX0765
 AX0765                         *CURRENT SURVEY CONTROL
 AX0765  ___________________________________________________________________
 AX0765* NAD 83(1986)-  29 19 23.     (N)    096 53 11.     (W)     SCALED    
 AX0765* NAVD 88     -        51.33   (+/-2cm)     168.4    (feet)  VERTCON   
 AX0765  ___________________________________________________________________
 AX0765  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0765
 AX0765  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0765
 AX0765.The horizontal coordinates were scaled from a topographic map and have
 AX0765.an estimated accuracy of +/- 6 seconds.
 AX0765
 AX0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0765.The vertical order pertains to the NGVD 29 superseded value.
 AX0765
 AX0765.The geoid height was determined by GEOID03.
 AX0765
 AX0765;                    North         East    Units  Estimated Accuracy
 AX0765;SPC TXSC     - 4,166,960.      805,270.      MT  (+/- 180 meters Scaled)
 AX0765
 AX0765                          SUPERSEDED SURVEY CONTROL
 AX0765
 AX0765  NGVD 29 (??/??/92)   51.328  (m)          168.40   (f) ADJ UNCH    2 0
 AX0765
 AX0765.Superseded values are not recommended for survey control.
 AX0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0765.See file dsdata.txt to determine how the superseded data were derived.
 AX0765
 AX0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT052456(NAD 83)
 AX0765_MARKER: DB = BENCH MARK DISK
 AX0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0765_STAMPING: K 867 1943
 AX0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0765+STABILITY: SURFACE MOTION
 AX0765
 AX0765  HISTORY     - Date     Condition        Report By
 AX0765  HISTORY     - 1943     MONUMENTED       CGS
 AX0765
 AX0765                          STATION DESCRIPTION
 AX0765
 AX0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0765'4.15 MI N FROM EZZELL.
 AX0765'TO REACH FROM THE SCHOOL HOUSE AT EZZELL-- PROCEED 4.15 MILES
 AX0765'NORTHERLY ALONG THE EZZELL-HALLETTSVILLE ROAD TO SITE OF BENCH MARK.
 AX0765'BENCH MARK IS ABOUT 0.35 MILE SOUTH OF THE PROVIDENCE SCHOOL, AND
 AX0765'ABOUT 0.1 MILE NORTH OF A RIGHT ANGLE CURVE TO THE EAST.  IT IS 22.0
 AX0765'FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD, 8.0 FEET
 AX0765'EAST OF A FENCE CORNER, 0.8 FOOT NORTH OF A FENCE, AND 3.2 FEET WEST
 AX0765'OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT. STAMPED
 AX0765'K 867 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0909 ***********************************************************************
 AX0909  DESIGNATION -  K 868
 AX0909  PID         -  AX0909
 AX0909  STATE/COUNTY-  TX/VICTORIA
 AX0909  USGS QUAD   -  PECK BRANCH (1981)
 AX0909
 AX0909                         *CURRENT SURVEY CONTROL
 AX0909  ___________________________________________________________________
 AX0909* NAD 83(1986)-  29 02 51.     (N)    096 59 24.     (W)     SCALED    
 AX0909* NAVD 88     -        48.91   (+/-2cm)     160.5    (feet)  VERTCON   
 AX0909  ___________________________________________________________________
 AX0909  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX0909
 AX0909  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0909
 AX0909.The horizontal coordinates were scaled from a topographic map and have
 AX0909.an estimated accuracy of +/- 6 seconds.
 AX0909
 AX0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0909.The vertical order pertains to the NGVD 29 superseded value.
 AX0909
 AX0909.The geoid height was determined by GEOID03.
 AX0909
 AX0909;                    North         East    Units  Estimated Accuracy
 AX0909;SPC TXSC     - 4,136,240.      795,730.      MT  (+/- 180 meters Scaled)
 AX0909
 AX0909                          SUPERSEDED SURVEY CONTROL
 AX0909
 AX0909  NGVD 29 (??/??/92)   48.946  (m)          160.58   (f) ADJ UNCH    2 0
 AX0909
 AX0909.Superseded values are not recommended for survey control.
 AX0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0909.See file dsdata.txt to determine how the superseded data were derived.
 AX0909
 AX0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT957149(NAD 83)
 AX0909_MARKER: DB = BENCH MARK DISK
 AX0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0909_STAMPING: K 868 1943
 AX0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0909+STABILITY: SURFACE MOTION
 AX0909
 AX0909  HISTORY     - Date     Condition        Report By
 AX0909  HISTORY     - 1943     MONUMENTED       CGS
 AX0909
 AX0909                          STATION DESCRIPTION
 AX0909
 AX0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0909'12.75 MI NE FROM NURSERY.
 AX0909'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 12.75 MILES
 AX0909'NORTHEASTERLY ALONG THE NURSERY-FORDTRAN ROAD TO SITE OF BENCH MARK.
 AX0909'BENCH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE INTERSECTION OF STATE
 AX0909'HIGHWAY NO.295, 24.0 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AX0909'THE CENTERLINE OF ROAD LEADING NORTHEAST AND SOUTHWEST, AND 24.0 FEET
 AX0909'SOUTHWEST OF THE CENTERLINE OF ROAD LEADING NORTHWEST TO FORDTRAN. IT
 AX0909'IS 8.0 FEET NORTHWEST OF A FENCE CORNER, 2.0 FEET SOUTHWEST OF THE
 AX0909'FENCE, AND 2.8 FEET SOUTHWEST OF A 4X4-INCH WOODEN MARKER POST.
 AX0909'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0859 ***********************************************************************
 AX0859  DESIGNATION -  K 869
 AX0859  PID         -  AX0859
 AX0859  STATE/COUNTY-  TX/JACKSON
 AX0859  USGS QUAD   -  NAVIDAD (1981)
 AX0859
 AX0859                         *CURRENT SURVEY CONTROL
 AX0859  ___________________________________________________________________
 AX0859* NAD 83(1986)-  29 03 42.     (N)    096 45 22.     (W)     SCALED    
 AX0859* NAVD 88     -        27.94   (+/-2cm)      91.7    (feet)  VERTCON   
 AX0859  ___________________________________________________________________
 AX0859  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0859
 AX0859  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0859
 AX0859.The horizontal coordinates were scaled from a topographic map and have
 AX0859.an estimated accuracy of +/- 6 seconds.
 AX0859
 AX0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0859.The vertical order pertains to the NGVD 29 superseded value.
 AX0859
 AX0859.The geoid height was determined by GEOID03.
 AX0859
 AX0859;                    North         East    Units  Estimated Accuracy
 AX0859;SPC TXSC     - 4,138,230.      818,470.      MT  (+/- 180 meters Scaled)
 AX0859
 AX0859                          SUPERSEDED SURVEY CONTROL
 AX0859
 AX0859  NGVD 29 (??/??/92)   27.97   (m)           91.8    (f) COMPUTED    2 0
 AX0859
 AX0859.Superseded values are not recommended for survey control.
 AX0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0859.See file dsdata.txt to determine how the superseded data were derived.
 AX0859
 AX0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT184168(NAD 83)
 AX0859_MARKER: DB = BENCH MARK DISK
 AX0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0859_STAMPING: K 869 1943
 AX0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0859+STABILITY: SURFACE MOTION
 AX0859
 AX0859  HISTORY     - Date     Condition        Report By
 AX0859  HISTORY     - 1943     MONUMENTED       CGS
 AX0859
 AX0859                          STATION DESCRIPTION
 AX0859
 AX0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0859'0.85 MI E FROM NAVIDAD.
 AX0859'TO REACH FROM THE SCHOOL AT NAVIDAD-- PROCEED 0.85 MILE EASTERLY ALONG
 AX0859'THE NAVIDAD-MORALES ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AX0859'0.25 MILE WEST OF A Y-ROAD INTERSECTION, AND ABOUT 0.1 MILE EAST OF A
 AX0859'PRIVATE ROAD INTERSECTION LEADING SOUTH TO A FRAME HOUSE AND A LARGE
 AX0859'RED BARN.  IT IS 31.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 AX0859'THE CENTERLINE OF ROAD, 6.3 FEET SOUTH OF A FENCE CORNER, 1.7 FEET
 AX0859'WEST OF A FENCE, AND 2.7 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.
 AX0859'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0860 ***********************************************************************
 AX0860  DESIGNATION -  K 869 RESET 1950
 AX0860  PID         -  AX0860
 AX0860  STATE/COUNTY-  TX/JACKSON
 AX0860  USGS QUAD   -  NAVIDAD (1981)
 AX0860
 AX0860                         *CURRENT SURVEY CONTROL
 AX0860  ___________________________________________________________________
 AX0860* NAD 83(1986)-  29 03 42.     (N)    096 45 22.     (W)     SCALED    
 AX0860* NAVD 88     -        27.92   (+/-2cm)      91.6    (feet)  VERTCON   
 AX0860  ___________________________________________________________________
 AX0860  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0860
 AX0860  VERT ORDER  -  THIRD (See Below)
 AX0860
 AX0860.The horizontal coordinates were scaled from a topographic map and have
 AX0860.an estimated accuracy of +/- 6 seconds.
 AX0860
 AX0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0860.The vertical order pertains to the NGVD 29 superseded value.
 AX0860
 AX0860.The geoid height was determined by GEOID03.
 AX0860
 AX0860;                    North         East    Units  Estimated Accuracy
 AX0860;SPC TXSC     - 4,138,230.      818,470.      MT  (+/- 180 meters Scaled)
 AX0860
 AX0860                          SUPERSEDED SURVEY CONTROL
 AX0860
 AX0860  NGVD 29 (??/??/??)   27.95   (m)           91.7    (f) RESET       3  
 AX0860
 AX0860.Superseded values are not recommended for survey control.
 AX0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0860.See file dsdata.txt to determine how the superseded data were derived.
 AX0860
 AX0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT184168(NAD 83)
 AX0860_MARKER: DB = BENCH MARK DISK
 AX0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0860_STAMPING: K 869 RESET 1950
 AX0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0860+STABILITY: SURFACE MOTION
 AX0860
 AX0860  HISTORY     - Date     Condition        Report By
 AX0860  HISTORY     - 1950     MONUMENTED       TXHD
 AX0860
 AX0860                          STATION DESCRIPTION
 AX0860
 AX0860'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AX0860'0.85 MI E FROM NAVIDAD.
 AX0860'0.85 MILE EAST ALONG THE NAVIDAD-MORALES ROAD (F.M. ROAD 822) FROM THE
 AX0860'SCHOOL AT NAVIDAD, JACKSON COUNTY, 0.25 MILE WEST OF THE INTERSECTION
 AX0860'OF A COUNTY ROAD LEADING NORTH, 0.1 MILE EAST OF THE INTERSECTION OF A
 AX0860'PRIVATE ROAD LEADING SOUTH TO A FRAME HOUSE AND A LARGE BARN, 45 FEET
 AX0860'SOUTH OF THE CENTER LINE OF THE ROAD, AND 5 FEET SOUTHWEST OF A FENCE
 AX0860'CORNER.  A STANDARD DISK, STAMPED K 869 RESET 1950 AND SET IN THE TOP
 AX0860'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0792 ***********************************************************************
 BL0792  DESIGNATION -  K 87
 BL0792  PID         -  BL0792
 BL0792  STATE/COUNTY-  TX/WALKER
 BL0792  USGS QUAD   -  RIVERSIDE (1997)
 BL0792
 BL0792                         *CURRENT SURVEY CONTROL
 BL0792  ___________________________________________________________________
 BL0792* NAD 83(1986)-  30 51 11.     (N)    095 23 53.     (W)     SCALED    
 BL0792* NAVD 88     -        48.136  (meters)     157.93   (feet)  ADJUSTED  
 BL0792  ___________________________________________________________________
 BL0792  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL0792  DYNAMIC HT  -          48.074 (meters)     157.72  (feet)  COMP
 BL0792  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 BL0792  OBS GRAVITY -     979,362.8   (mgal)                       GRAV_OBS
 BL0792
 BL0792  VERT ORDER  -  FIRST     CLASS I
 BL0792
 BL0792.The horizontal coordinates were scaled from a topographic map and have
 BL0792.an estimated accuracy of +/- 6 seconds.
 BL0792
 BL0792.The orthometric height was determined by differential leveling
 BL0792.and adjusted by the National Geodetic Survey in June 1991..
 BL0792.WARNING-Repeat measurements at this control monument indicate possible
 BL0792.vertical movement.
 BL0792
 BL0792.The geoid height was determined by GEOID03.
 BL0792
 BL0792.The dynamic height is computed by dividing the NAVD 88
 BL0792.geopotential number by the normal gravity value computed on the
 BL0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0792.degrees latitude (g = 980.6199 gals.).
 BL0792
 BL0792.The modeled gravity was interpolated from observed gravity values.
 BL0792.The observed gravity was obtained from relative gravimeter ties
 BL0792.to the IGSN71 gravity network.
 BL0792
 BL0792;                    North         East    Units  Estimated Accuracy
 BL0792;SPC TX C     - 3,141,990.    1,171,850.      MT  (+/- 180 meters Scaled)
 BL0792
 BL0792                          SUPERSEDED SURVEY CONTROL
 BL0792
 BL0792  NGVD 29 (12/23/87)   48.146  (m)          157.96   (f) ADJUSTED    1 1
 BL0792
 BL0792.Superseded values are not recommended for survey control.
 BL0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0792.See file dsdata.txt to determine how the superseded data were derived.
 BL0792
 BL0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ706157(NAD 83)
 BL0792_MARKER: DB = BENCH MARK DISK
 BL0792_SETTING: 66 = SET IN ROCK OUTCROP
 BL0792_SP_SET: BEDROCK
 BL0792_STAMPING: K 87 1932 158.126
 BL0792_MARK LOGO: CGS   
 BL0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL0792+STABILITY: POSITION/ELEVATION WELL
 BL0792
 BL0792  HISTORY     - Date     Condition        Report By
 BL0792  HISTORY     - 1932     MONUMENTED       CGS
 BL0792  HISTORY     - 1973     GOOD             NGS
 BL0792  HISTORY     - 1978     GOOD             NGS
 BL0792  HISTORY     - 1979     GOOD             NGS
 BL0792  HISTORY     - 1987     GOOD             NGS
 BL0792  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0792
 BL0792                          STATION DESCRIPTION
 BL0792
 BL0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0792'IN RIVERSIDE.
 BL0792'ABOUT 0.1 MILE NORTHEAST ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0792'CROSSING OF FARM ROAD 980, AT RIVERSIDE, SET IN THE TOP OF THE SOLID
 BL0792'ROCK OUTCROP, 118.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BL0792'OFFICE BUILDING OF AN INDUSTRIAL PLANT, 97.4 FEET NORTH OF TELEPHONE
 BL0792'POLE E14, 48.4 FEET WEST OF A FENCE, 46 FEET SOUTHWEST OF A TELEPHONE
 BL0792'POLE, 42 FEET EAST OF THE EAST RAIL, AND ABOUT 5 FEET BELOW THE LEVEL
 BL0792'OF THE RAIL.
 BL0792
 BL0792                          STATION RECOVERY (1978)
 BL0792
 BL0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0792'RECOVERED IN GOOD CONDITION.
 BL0792
 BL0792                          STATION RECOVERY (1979)
 BL0792
 BL0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BL0792'0.5 KM. (0.3 MI.) SOUTHEAST ALONG FARM ROAD 980 FROM THE JUNCTION OF
 BL0792'STATE HIGHWAY 19 IN RIVERSIDE, THENCE 0.15 KM. (0.1 MI.) NORTH ALONG
 BL0792'THE MISSOURI PACIFIC RAILROAD, IN TOP OF A ROCK OUTCROP, 36.0 M.
 BL0792'(118 FT.) SOUTHEAST AND ACROSS THE TRACKS FROM THE SOUTHEAST CORNER OF
 BL0792'AN OFFICE BUILDING FOR AN INDUSTRIAL PLANT, 12.7 M. (42.0 FT.) EAST OF
 BL0792'THE EAST RAIL OF THE TRACKS, 14.5 M. (47.6 FT.) WEST OF A FENCE,
 BL0792'21.9 M. (72.0 FT.) SOUTH OF A POWERLINE POLE.
 BL0792'THE MARK IS 1.5 M BELOW THE TRACKS.
 BL0792
 BL0792                          STATION RECOVERY (1987)
 BL0792
 BL0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0792'RECOVERED IN GOOD CONDITION.
 BL0792
 BL0792                          STATION RECOVERY (1996)
 BL0792
 BL0792'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0768 ***********************************************************************
 AN0768  DESIGNATION -  K 870
 AN0768  PID         -  AN0768
 AN0768  STATE/COUNTY-  TX/VICTORIA
 AN0768  USGS QUAD   -  INEZ NW (1995)
 AN0768
 AN0768                         *CURRENT SURVEY CONTROL
 AN0768  ___________________________________________________________________
 AN0768* NAD 83(1986)-  28 58 11.     (N)    096 53 46.     (W)     SCALED    
 AN0768* NAVD 88     -        35.32   (+/-2cm)     115.9    (feet)  VERTCON   
 AN0768  ___________________________________________________________________
 AN0768  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0768
 AN0768  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0768
 AN0768.The horizontal coordinates were scaled from a topographic map and have
 AN0768.an estimated accuracy of +/- 6 seconds.
 AN0768
 AN0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0768.The vertical order pertains to the NGVD 29 superseded value.
 AN0768
 AN0768.The geoid height was determined by GEOID03.
 AN0768
 AN0768;                    North         East    Units  Estimated Accuracy
 AN0768;SPC TXSC     - 4,127,790.      805,030.      MT  (+/- 180 meters Scaled)
 AN0768
 AN0768                          SUPERSEDED SURVEY CONTROL
 AN0768
 AN0768  NGVD 29 (??/??/92)   35.370  (m)          116.04   (f) ADJ UNCH    2 0
 AN0768
 AN0768.Superseded values are not recommended for survey control.
 AN0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0768.See file dsdata.txt to determine how the superseded data were derived.
 AN0768
 AN0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT050064(NAD 83)
 AN0768_MARKER: DB = BENCH MARK DISK
 AN0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0768_STAMPING: K 870 1943
 AN0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0768+STABILITY: SURFACE MOTION
 AN0768
 AN0768  HISTORY     - Date     Condition        Report By
 AN0768  HISTORY     - 1943     MONUMENTED       CGS
 AN0768
 AN0768                          STATION DESCRIPTION
 AN0768
 AN0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0768'10.15 MI NW FROM INEZ.
 AN0768'TO REACH FROM THE RAILROAD STATION AT INEZ-- PROCEED 10.15 MILES
 AN0768'NORTHWESTERLY ALONG THE INEZ-SALEM ROAD TO SITE OF BENCH MARK.  BENCH
 AN0768'MARK IS ABOUT 75.0 FEET NORTHWEST OF A FRAME HOUSE, AND 28.7 FEET
 AN0768'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.
 AN0768'IT IS 11.0 FEET NORTHWEST OF THE CENTERLINE OF A WOODEN GATE, AND A
 AN0768'PRIVATE ROAD LEADING NORTHEAST, 5.6 FEET NORTHEAST OF A FENCE CORNER,
 AN0768'1.2 FEET SOUTHEAST OF A FENCE, AND 3.0 FEET NORTHEAST OF A 4X4-INCH
 AN0768'WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0430 ***********************************************************************
 AB0430  DESIGNATION -  K 871 RESET 1963
 AB0430  PID         -  AB0430
 AB0430  STATE/COUNTY-  TX/CAMERON
 AB0430  USGS QUAD   -  SANTA ROSA (1982)
 AB0430
 AB0430                         *CURRENT SURVEY CONTROL
 AB0430  ___________________________________________________________________
 AB0430* NAD 83(1986)-  26 16 32.     (N)    097 45 07.     (W)     SCALED    
 AB0430* NAVD 88     -        11.92   (meters)      39.1    (feet)  RESET     
 AB0430  ___________________________________________________________________
 AB0430  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AB0430
 AB0430  VERT ORDER  -  THIRD
 AB0430
 AB0430.The horizontal coordinates were scaled from a topographic map and have
 AB0430.an estimated accuracy of +/- 6 seconds.
 AB0430
 AB0430.The orthometric height was computed from unverified reset data.
 AB0430
 AB0430.The geoid height was determined by GEOID03.
 AB0430
 AB0430;                    North         East    Units  Estimated Accuracy
 AB0430;SPC TX S     - 5,067,680.      374,720.      MT  (+/- 180 meters Scaled)
 AB0430
 AB0430                          SUPERSEDED SURVEY CONTROL
 AB0430
 AB0430.No superseded survey control is available for this station.
 AB0430
 AB0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ246068(NAD 83)
 AB0430_MARKER: DB = BENCH MARK DISK
 AB0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0430_SP_SET: CULVERT
 AB0430_STAMPING: K 871 RESET 1963
 AB0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0430
 AB0430  HISTORY     - Date     Condition        Report By
 AB0430  HISTORY     - 1963     MONUMENTED       CGS
 AB0430  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0430  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0430  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0430
 AB0430                          STATION DESCRIPTION
 AB0430
 AB0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AB0430'2.0 MI NW FROM COMBES.
 AB0430'ABOUT 2.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AB0430'INTERSECTION OF U. S. HIGHWAY 77 AND STATE HIGHWAY 107 AT COMBES, 64
 AB0430'FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 50 FEET NORTHEAST OF THE
 AB0430'NORTHEAST END OF THE MOST NORTHWESTERLY ONE OF TWO 36-INCH IRON PIPE
 AB0430'CULVERTS UNDER THE RAILROAD, 26 FEET SOUTHWEST OF THE CENTER LINE OF
 AB0430'U. S. HIGHWAY 77, IN THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL
 AB0430'OF A 2 X 3 FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
 AB0430
 AB0430                          STATION RECOVERY (1981)
 AB0430
 AB0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0430'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 AB0430
 AB0430                          STATION RECOVERY (1991)
 AB0430
 AB0430'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0430'MARK NOT FOUND.
 AB0430
 AB0430                          STATION RECOVERY (1993)
 AB0430
 AB0430'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0666 ***********************************************************************
 AE0666  DESIGNATION -  K 873
 AE0666  PID         -  AE0666
 AE0666  STATE/COUNTY-  TX/STARR
 AE0666  USGS QUAD   -  LA GRULLA (1965)
 AE0666
 AE0666                         *CURRENT SURVEY CONTROL
 AE0666  ___________________________________________________________________
 AE0666* NAD 83(1986)-  26 17 29.     (N)    098 39 01.     (W)     SCALED    
 AE0666* NAVD 88     -        42.772  (meters)     140.33   (feet)  ADJUSTED  
 AE0666  ___________________________________________________________________
 AE0666  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AE0666  DYNAMIC HT  -          42.701 (meters)     140.09  (feet)  COMP
 AE0666  MODELED GRAV-     978,986.1   (mgal)                       NAVD 88
 AE0666
 AE0666  VERT ORDER  -  FIRST     CLASS II
 AE0666
 AE0666.The horizontal coordinates were scaled from a topographic map and have
 AE0666.an estimated accuracy of +/- 6 seconds.
 AE0666
 AE0666.The orthometric height was determined by differential leveling
 AE0666.and adjusted by the National Geodetic Survey in June 1991..
 AE0666
 AE0666.The geoid height was determined by GEOID03.
 AE0666
 AE0666.The dynamic height is computed by dividing the NAVD 88
 AE0666.geopotential number by the normal gravity value computed on the
 AE0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0666.degrees latitude (g = 980.6199 gals.).
 AE0666
 AE0666.The modeled gravity was interpolated from observed gravity values.
 AE0666
 AE0666;                    North         East    Units  Estimated Accuracy
 AE0666;SPC TX S     - 5,069,220.      284,990.      MT  (+/- 180 meters Scaled)
 AE0666
 AE0666                          SUPERSEDED SURVEY CONTROL
 AE0666
 AE0666  NGVD 29 (??/??/92)   42.850  (m)          140.58   (f) ADJ UNCH    1 2
 AE0666
 AE0666.Superseded values are not recommended for survey control.
 AE0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0666.See file dsdata.txt to determine how the superseded data were derived.
 AE0666
 AE0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ349080(NAD 83)
 AE0666_MARKER: DB = BENCH MARK DISK
 AE0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0666_SP_SET: CONCRETE
 AE0666_STAMPING: K 873 1943
 AE0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0666
 AE0666  HISTORY     - Date     Condition        Report By
 AE0666  HISTORY     - 1943     MONUMENTED       CGS
 AE0666  HISTORY     - 1965     GOOD             USGS
 AE0666  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0666  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0666
 AE0666                          STATION DESCRIPTION
 AE0666
 AE0666'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 AE0666'11.5 MI E FROM RIO GRANDE CITY.
 AE0666'TO REACH BENCH MARK FROM SULLIVAN CITY, GO 5.2. MILES WEST TO JUNCTION
 AE0666'U.S. HIGHWAY 83 AND FARM ROAD 2360.  THENCE 1.4 MILES SOUTH TO
 AE0666'MISSOURI PACIFIC RAILROAD CROSSING (ALONG F.R. 2360) THENCE .5 MILE
 AE0666'WEST ALONG RR. MARK IS 66 FEET NORTH CENTERLINE TRACK.  22 FEET SOUTH
 AE0666'CENTERLINE GRAVEL ROAD (PARALLEL TO RR) AND 17 FEET E. TELEPHONE POLE
 AE0666'755.  A STANDARD DISK SET IN CONCRETE AND STAMPED K 873 1943.
 AE0666
 AE0666                          STATION RECOVERY (1981)
 AE0666
 AE0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0666'MARK NOT RECOVERED.
 AE0666
 AE0666                          STATION RECOVERY (1987)
 AE0666
 AE0666'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1063 ***********************************************************************
 AN1063  DESIGNATION -  K 874
 AN1063  PID         -  AN1063
 AN1063  STATE/COUNTY-  TX/GOLIAD
 AN1063  USGS QUAD   -  FANNIN (1987)
 AN1063
 AN1063                         *CURRENT SURVEY CONTROL
 AN1063  ___________________________________________________________________
 AN1063* NAD 83(1986)-  28 42 10.     (N)    097 14 13.     (W)     SCALED    
 AN1063* NAVD 88     -        39.70   (+/-2cm)     130.2    (feet)  VERTCON   
 AN1063  ___________________________________________________________________
 AN1063  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN1063
 AN1063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1063
 AN1063.The horizontal coordinates were scaled from a topographic map and have
 AN1063.an estimated accuracy of +/- 6 seconds.
 AN1063
 AN1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1063.The vertical order pertains to the NGVD 29 superseded value.
 AN1063
 AN1063.The geoid height was determined by GEOID03.
 AN1063
 AN1063;                    North         East    Units  Estimated Accuracy
 AN1063;SPC TXSC     - 4,097,660.      772,260.      MT  (+/- 180 meters Scaled)
 AN1063
 AN1063                          SUPERSEDED SURVEY CONTROL
 AN1063
 AN1063  NGVD 29 (??/??/92)   39.786  (m)          130.53   (f) ADJ UNCH    2 0
 AN1063
 AN1063.Superseded values are not recommended for survey control.
 AN1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1063.See file dsdata.txt to determine how the superseded data were derived.
 AN1063
 AN1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS722763(NAD 83)
 AN1063_MARKER: DB = BENCH MARK DISK
 AN1063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1063_SP_SET: BRIDGE
 AN1063_STAMPING: K 874 1943
 AN1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1063
 AN1063  HISTORY     - Date     Condition        Report By
 AN1063  HISTORY     - 1943     MONUMENTED       CGS
 AN1063
 AN1063                          STATION DESCRIPTION
 AN1063
 AN1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1063'0.5 MI N FROM FANNIN.
 AN1063'TO REACH FROM THE ROAD INTERSECTION AT FANNIN, PROCEED 0.5 MILE
 AN1063'NORTHERLY ON A GRADED ROAD LEADING TO SCHROEDER AND SITE OF BENCH
 AN1063'MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTHEAST
 AN1063'CONCRETE WINGWALL OF A SMALL BRIDGE.  IT IS 10.0 FEET EAST OF AND
 AN1063'ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, AND 4.0 FEET
 AN1063'NORTHEAST OF THE NORTH END OF THE EAST GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1941 ***********************************************************************
 AN1941  DESIGNATION -  K 876
 AN1941  PID         -  AN1941
 AN1941  STATE/COUNTY-  TX/KARNES
 AN1941  USGS QUAD   -  TULSITA (1987)
 AN1941
 AN1941                         *CURRENT SURVEY CONTROL
 AN1941  ___________________________________________________________________
 AN1941* NAD 83(1986)-  28 42 37.     (N)    097 50 46.     (W)     SCALED    
 AN1941* NAVD 88     -       127.581  (meters)     418.57   (feet)  ADJUSTED  
 AN1941  ___________________________________________________________________
 AN1941  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AN1941  DYNAMIC HT  -         127.392 (meters)     417.95  (feet)  COMP
 AN1941  MODELED GRAV-     979,163.6   (mgal)                       NAVD 88
 AN1941
 AN1941  VERT ORDER  -  FIRST     CLASS II
 AN1941
 AN1941.The horizontal coordinates were scaled from a topographic map and have
 AN1941.an estimated accuracy of +/- 6 seconds.
 AN1941
 AN1941.The orthometric height was determined by differential leveling
 AN1941.and adjusted by the National Geodetic Survey in June 1991..
 AN1941
 AN1941.The geoid height was determined by GEOID03.
 AN1941
 AN1941.The dynamic height is computed by dividing the NAVD 88
 AN1941.geopotential number by the normal gravity value computed on the
 AN1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1941.degrees latitude (g = 980.6199 gals.).
 AN1941
 AN1941.The modeled gravity was interpolated from observed gravity values.
 AN1941
 AN1941;                    North         East    Units  Estimated Accuracy
 AN1941;SPC TXSC     - 4,097,750.      712,740.      MT  (+/- 180 meters Scaled)
 AN1941
 AN1941                          SUPERSEDED SURVEY CONTROL
 AN1941
 AN1941  NGVD 29 (??/??/92)  127.501  (m)          418.31   (f) ADJ UNCH    1 2
 AN1941
 AN1941.Superseded values are not recommended for survey control.
 AN1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1941.See file dsdata.txt to determine how the superseded data were derived.
 AN1941
 AN1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS127764(NAD 83)
 AN1941_MARKER: DB = BENCH MARK DISK
 AN1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1941_SP_SET: CONCRETE POST
 AN1941_STAMPING: K 876 1943
 AN1941_MARK LOGO: CGS   
 AN1941_PROJECTION: PROJECTING 7 CENTIMETERS
 AN1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1941+STABILITY: SURFACE MOTION
 AN1941
 AN1941  HISTORY     - Date     Condition        Report By
 AN1941  HISTORY     - 1943     MONUMENTED       CGS
 AN1941  HISTORY     - 1981     GOOD             NGS
 AN1941  HISTORY     - 1987     GOOD             USPSQD
 AN1941  HISTORY     - 1991     GOOD             USPSQD
 AN1941
 AN1941                          STATION DESCRIPTION
 AN1941
 AN1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1941'11.8 KM (7.3 MI) NW FROM PETTUS.
 AN1941'11.8 KM (7.3 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1941'FARM ROAD 623 IN PETTUS, AT A GAS PIPELINE CROSSING, 21.6 METERS
 AN1941'(71.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.2 METERS
 AN1941'(37.0 FT) EAST-NORTHEAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC
 AN1941'RAILROAD, 12.8 METERS (42.0 FT) SOUTH-SOUTHEAST OF THE PIPELINE
 AN1941'CROSSING, 1.2 METERS (4.0 FT) NORTHEAST OF A TELEGRAPH POLE,
 AN1941'56.3 METERS (185 FT) SOUTH-SOUTHEAST OF THE EXTENDED CENTER OF A SIDE
 AN1941'ROAD LEADING NORTHEAST.
 AN1941'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 AN1941'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 AN1941
 AN1941                          STATION RECOVERY (1987)
 AN1941
 AN1941'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1941'RECOVERED IN GOOD CONDITION.
 AN1941
 AN1941                          STATION RECOVERY (1991)
 AN1941
 AN1941'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AN1941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1703 ***********************************************************************
 AN1703  DESIGNATION -  K 877 RESET 1960
 AN1703  PID         -  AN1703
 AN1703  STATE/COUNTY-  TX/KARNES
 AN1703  USGS QUAD   -  CHOATE (1987)
 AN1703
 AN1703                         *CURRENT SURVEY CONTROL
 AN1703  ___________________________________________________________________
 AN1703* NAD 83(1986)-  28 45 17.     (N)    097 43 37.     (W)     SCALED    
 AN1703* NAVD 88     -        73.65   (+/-2cm)     241.6    (feet)  VERTCON   
 AN1703  ___________________________________________________________________
 AN1703  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AN1703
 AN1703  VERT ORDER  -  THIRD (See Below)
 AN1703
 AN1703.The horizontal coordinates were scaled from a topographic map and have
 AN1703.an estimated accuracy of +/- 6 seconds.
 AN1703
 AN1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1703.The vertical order pertains to the NGVD 29 superseded value.
 AN1703
 AN1703.The geoid height was determined by GEOID03.
 AN1703
 AN1703;                    North         East    Units  Estimated Accuracy
 AN1703;SPC TXSC     - 4,102,790.      724,320.      MT  (+/- 180 meters Scaled)
 AN1703
 AN1703                          SUPERSEDED SURVEY CONTROL
 AN1703
 AN1703  NGVD 29 (??/??/??)   73.64   (m)          241.6    (f) RESET       3  
 AN1703
 AN1703.Superseded values are not recommended for survey control.
 AN1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1703.See file dsdata.txt to determine how the superseded data were derived.
 AN1703
 AN1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS242814(NAD 83)
 AN1703_MARKER: DB = BENCH MARK DISK
 AN1703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1703_SP_SET: BRIDGE
 AN1703_STAMPING: K 877 RESET 1960
 AN1703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1703
 AN1703  HISTORY     - Date     Condition        Report By
 AN1703  HISTORY     - 1960     MONUMENTED       TXHD
 AN1703  HISTORY     - 1961     GOOD             TXHD
 AN1703
 AN1703                          STATION DESCRIPTION
 AN1703
 AN1703'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN1703'1.1 MI SE FROM CHOATE.
 AN1703'THIS MARK IS LOCATED 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 239 FROM
 AN1703'THE SCHOOL BUILDING AT CHOATE, AT A 65 FOOT CONCRETE BRIDGE OVER
 AN1703'COTTONWOOD CREEK, IN THE TOP OF THE EAST END OF THE SOUTH CURB, 21.0
 AN1703'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 FOOT HIGHER THAN
 AN1703'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1758 ***********************************************************************
 AN1758  DESIGNATION -  K 878
 AN1758  PID         -  AN1758
 AN1758  STATE/COUNTY-  TX/GOLIAD
 AN1758  USGS QUAD   -  BERCLAIR NW (1987)
 AN1758
 AN1758                         *CURRENT SURVEY CONTROL
 AN1758  ___________________________________________________________________
 AN1758* NAD 83(1986)-  28 39 48.     (N)    097 42 03.     (W)     SCALED    
 AN1758* NAVD 88     -        88.32   (+/-2cm)     289.8    (feet)  VERTCON   
 AN1758  ___________________________________________________________________
 AN1758  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN1758
 AN1758  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1758
 AN1758.The horizontal coordinates were scaled from a topographic map and have
 AN1758.an estimated accuracy of +/- 6 seconds.
 AN1758
 AN1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1758.The vertical order pertains to the NGVD 29 superseded value.
 AN1758
 AN1758.The geoid height was determined by GEOID03.
 AN1758
 AN1758;                    North         East    Units  Estimated Accuracy
 AN1758;SPC TXSC     - 4,092,690.      726,990.      MT  (+/- 180 meters Scaled)
 AN1758
 AN1758                          SUPERSEDED SURVEY CONTROL
 AN1758
 AN1758  NGVD 29 (??/??/92)   88.334  (m)          289.81   (f) ADJ UNCH    2 0
 AN1758
 AN1758.Superseded values are not recommended for survey control.
 AN1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1758.See file dsdata.txt to determine how the superseded data were derived.
 AN1758
 AN1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS269713(NAD 83)
 AN1758_MARKER: DB = BENCH MARK DISK
 AN1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1758_STAMPING: K 878 1943
 AN1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1758+STABILITY: SURFACE MOTION
 AN1758
 AN1758  HISTORY     - Date     Condition        Report By
 AN1758  HISTORY     - 1943     MONUMENTED       CGS
 AN1758  HISTORY     - 1963     GOOD             USGS
 AN1758
 AN1758                          STATION DESCRIPTION
 AN1758
 AN1758'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1758'6.8 MI NE FROM PETTUS.
 AN1758'IN GOLIAD COUNTY, 6.8 MI. N.E. ALONG A DIRT ROAD FROM THE ELEMENTARY
 AN1758'SCHOOL AT PETTUS, BEE CO., 0.2 MILES S.W. OF A WOODEN BRIDGE, 205 FT.
 AN1758'N.W. OF THE CENTER LINE OF THE NEW ROAD AND 50 FT. S.E. OF THE OLD
 AN1758'ROAD.  A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1795 ***********************************************************************
 AN1795  DESIGNATION -  K 879
 AN1795  PID         -  AN1795
 AN1795  STATE/COUNTY-  TX/GOLIAD
 AN1795  USGS QUAD   -  CHARCO (1987)
 AN1795
 AN1795                         *CURRENT SURVEY CONTROL
 AN1795  ___________________________________________________________________
 AN1795* NAD 83(1986)-  28 39 03.     (N)    097 32 28.     (W)     SCALED    
 AN1795* NAVD 88     -        49.79   (+/-2cm)     163.4    (feet)  VERTCON   
 AN1795  ___________________________________________________________________
 AN1795  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN1795
 AN1795  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1795
 AN1795.The horizontal coordinates were scaled from a topographic map and have
 AN1795.an estimated accuracy of +/- 6 seconds.
 AN1795
 AN1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1795.The vertical order pertains to the NGVD 29 superseded value.
 AN1795
 AN1795.The geoid height was determined by GEOID03.
 AN1795
 AN1795;                    North         East    Units  Estimated Accuracy
 AN1795;SPC TXSC     - 4,091,490.      742,620.      MT  (+/- 180 meters Scaled)
 AN1795
 AN1795                          SUPERSEDED SURVEY CONTROL
 AN1795
 AN1795  NGVD 29 (??/??/92)   49.832  (m)          163.49   (f) ADJ UNCH    2 0
 AN1795
 AN1795.Superseded values are not recommended for survey control.
 AN1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1795.See file dsdata.txt to determine how the superseded data were derived.
 AN1795
 AN1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS425701(NAD 83)
 AN1795_MARKER: DB = BENCH MARK DISK
 AN1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1795_STAMPING: K 879 1943
 AN1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1795+STABILITY: SURFACE MOTION
 AN1795
 AN1795  HISTORY     - Date     Condition        Report By
 AN1795  HISTORY     - 1943     MONUMENTED       CGS
 AN1795  HISTORY     - 1963     MARK NOT FOUND   USGS
 AN1795
 AN1795                          STATION DESCRIPTION
 AN1795
 AN1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1795'1.35 MI S FROM RIVERDALE.
 AN1795'TO REACH FROM THE SCHOOL BUILDING AT RIVERDALE, PROCEED 1.35 MILE
 AN1795'SOUTHERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.35
 AN1795'MILE SOUTH OF A 30.0 FOOT WOOD AND STEEL BRIDGE OVER A CREEK. IT IS
 AN1795'31.0 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD
 AN1795'AND IN LINE WITH A TELEPHONE LINE AND 2.2 FEET NORTH OF A 4X4 INCH
 AN1795'WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
 AN1795
 AN1795                          STATION RECOVERY (1963)
 AN1795
 AN1795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AN1795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1260 ***********************************************************************
 BL1260  DESIGNATION -  K 88
 BL1260  PID         -  BL1260
 BL1260  STATE/COUNTY-  TX/MONTGOMERY
 BL1260  USGS QUAD   -  CONROE (1976)
 BL1260
 BL1260                         *CURRENT SURVEY CONTROL
 BL1260  ___________________________________________________________________
 BL1260* NAD 83(1986)-  30 20 07.     (N)    095 27 24.     (W)     SCALED    
 BL1260* NAVD 88     -        70.753  (meters)     232.13   (feet)  ADJUSTED  
 BL1260  ___________________________________________________________________
 BL1260  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BL1260  DYNAMIC HT  -          70.659 (meters)     231.82  (feet)  COMP
 BL1260  MODELED GRAV-     979,310.7   (mgal)                       NAVD 88
 BL1260
 BL1260  VERT ORDER  -  FIRST     CLASS I
 BL1260
 BL1260.The horizontal coordinates were scaled from a topographic map and have
 BL1260.an estimated accuracy of +/- 6 seconds.
 BL1260
 BL1260.The orthometric height was determined by differential leveling
 BL1260.and adjusted by the National Geodetic Survey in June 1991..
 BL1260
 BL1260.The geoid height was determined by GEOID03.
 BL1260
 BL1260.The dynamic height is computed by dividing the NAVD 88
 BL1260.geopotential number by the normal gravity value computed on the
 BL1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1260.degrees latitude (g = 980.6199 gals.).
 BL1260
 BL1260.The modeled gravity was interpolated from observed gravity values.
 BL1260
 BL1260;                    North         East    Units  Estimated Accuracy
 BL1260;SPC TX C     - 3,084,400.    1,168,770.      MT  (+/- 180 meters Scaled)
 BL1260
 BL1260                          SUPERSEDED SURVEY CONTROL
 BL1260
 BL1260  NGVD 29 (12/23/87)   70.756  (m)          232.14   (f) ADJUSTED    1 1
 BL1260
 BL1260.Superseded values are not recommended for survey control.
 BL1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1260.See file dsdata.txt to determine how the superseded data were derived.
 BL1260
 BL1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP638584(NAD 83)
 BL1260_MARKER: DB = BENCH MARK DISK
 BL1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1260_SP_SET: CONCRETE POST
 BL1260_STAMPING: K 88 1932 232.867
 BL1260_MARK LOGO: CGS   
 BL1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1260+STABILITY: SURFACE MOTION
 BL1260
 BL1260  HISTORY     - Date     Condition        Report By
 BL1260  HISTORY     - 1932     MONUMENTED       CGS
 BL1260  HISTORY     - 1973     POOR             NGS
 BL1260  HISTORY     - 1978     GOOD             NGS
 BL1260  HISTORY     - 1987     GOOD             USPSQD
 BL1260  HISTORY     - 1987     GOOD             NGS
 BL1260  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL1260
 BL1260                          STATION DESCRIPTION
 BL1260
 BL1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1260'1.75 MI N FROM CONROE.
 BL1260'ABOUT 1.75 MILES NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL1260'STATION AT CONROE, AT THE HILBIG RD. CROSSING, 82.4 FEET SOUTHEAST OF
 BL1260'THE CENTER LINE OF THE CROSSING, 46.6 FEET EAST OF THE EAST RAIL, 42
 BL1260'FEET SOUTH OF THE CENTER LINE OF HILBIG RD., 25 FEET WEST OF THE
 BL1260'CENTER LINE OF NORTH SECOND ST., 14.1 FEET NORTH OF AN UNDERGROUND
 BL1260'CABLE MARKER POST, 2 FEET BELOW THE LEVEL OF THE RAIL, AND SET IN THE
 BL1260'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.  NOTE-- BM LEANING EAST.
 BL1260
 BL1260                          STATION RECOVERY (1978)
 BL1260
 BL1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1260'NOTE=CONCRETE POST WAS FOUND LEANING, BUT STILL SOLID.  HIGH POINT
 BL1260'IS ON THE LETTER C OF THE WORD BENCH.
 BL1260
 BL1260                          STATION RECOVERY (1987)
 BL1260
 BL1260'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL1260'RECOVERED IN GOOD CONDITION.
 BL1260
 BL1260                          STATION RECOVERY (1987)
 BL1260
 BL1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1260'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.8 KM (1.75
 BL1260'MI) NORTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1260'WITH AVENUE A IN CONROE.
 BL1260
 BL1260                          STATION RECOVERY (1990)
 BL1260
 BL1260'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL1260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1728 ***********************************************************************
 AN1728  DESIGNATION -  K 880
 AN1728  PID         -  AN1728
 AN1728  STATE/COUNTY-  TX/KARNES
 AN1728  USGS QUAD   -  CHOATE (1987)
 AN1728
 AN1728                         *CURRENT SURVEY CONTROL
 AN1728  ___________________________________________________________________
 AN1728* NAD 83(1986)-  28 49 33.     (N)    097 39 56.     (W)     SCALED    
 AN1728* NAVD 88     -        94.41   (+/-2cm)     309.7    (feet)  VERTCON   
 AN1728  ___________________________________________________________________
 AN1728  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN1728
 AN1728  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1728
 AN1728.The horizontal coordinates were scaled from a topographic map and have
 AN1728.an estimated accuracy of +/- 6 seconds.
 AN1728
 AN1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1728.The vertical order pertains to the NGVD 29 superseded value.
 AN1728
 AN1728.The geoid height was determined by GEOID03.
 AN1728
 AN1728;                    North         East    Units  Estimated Accuracy
 AN1728;SPC TXSC     - 4,110,740.      730,230.      MT  (+/- 180 meters Scaled)
 AN1728
 AN1728                          SUPERSEDED SURVEY CONTROL
 AN1728
 AN1728  NGVD 29 (??/??/92)   94.409  (m)          309.74   (f) ADJ UNCH    2 0
 AN1728
 AN1728.Superseded values are not recommended for survey control.
 AN1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1728.See file dsdata.txt to determine how the superseded data were derived.
 AN1728
 AN1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS301894(NAD 83)
 AN1728_MARKER: DB = BENCH MARK DISK
 AN1728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1728_SP_SET: CULVERT
 AN1728_STAMPING: K 880 1943
 AN1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1728
 AN1728  HISTORY     - Date     Condition        Report By
 AN1728  HISTORY     - 1943     MONUMENTED       CGS
 AN1728  HISTORY     - 20060215 MARK NOT FOUND   USPSQD
 AN1728
 AN1728                          STATION DESCRIPTION
 AN1728
 AN1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1728'4.9 MI SE FROM CHARCO.
 AN1728'4.9 MILES SE OF THE FIRST STATE BANK AT RUNGE.  TO REACH FROM THE
 AN1728'SCHOOL BUILDING AT CHARCO, PROCEED 6.45 MILES NORTHWESTERLY ALONG A
 AN1728'COUNTY PAVED ROAD TO A CONCRETE CULVERT AND SITE OF BENCH MARK. BENCH
 AN1728'MARK IS SET HORIZONTALLY IN THE NORTHWEST END OF THE NORTHEAST
 AN1728'HEADWALL OF A 5X15 FOOT THREE WAY CONCRETE BOX CULVERT UNDER THE ROAD.
 AN1728'IT IS 15.5 FEET NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AN1728'OF THE ROAD.
 AN1728
 AN1728                          STATION RECOVERY (2006)
 AN1728
 AN1728'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1728'HEADWALL OF CULVERT DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1643 ***********************************************************************
 AX1643  DESIGNATION -  K 881
 AX1643  PID         -  AX1643
 AX1643  STATE/COUNTY-  TX/DE WITT
 AX1643  USGS QUAD   -  WESTHOFF (1987)
 AX1643
 AX1643                         *CURRENT SURVEY CONTROL
 AX1643  ___________________________________________________________________
 AX1643* NAD 83(1986)-  29 11 09.     (N)    097 26 35.     (W)     SCALED    
 AX1643* NAVD 88     -        63.39   (+/-2cm)     208.0    (feet)  VERTCON   
 AX1643  ___________________________________________________________________
 AX1643  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AX1643
 AX1643  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1643
 AX1643.The horizontal coordinates were scaled from a topographic map and have
 AX1643.an estimated accuracy of +/- 6 seconds.
 AX1643
 AX1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1643.The vertical order pertains to the NGVD 29 superseded value.
 AX1643
 AX1643.The geoid height was determined by GEOID03.
 AX1643
 AX1643;                    North         East    Units  Estimated Accuracy
 AX1643;SPC TXSC     - 4,150,900.      751,410.      MT  (+/- 180 meters Scaled)
 AX1643
 AX1643                          SUPERSEDED SURVEY CONTROL
 AX1643
 AX1643  NGVD 29 (??/??/92)   63.386  (m)          207.96   (f) ADJ UNCH    2 0
 AX1643
 AX1643.Superseded values are not recommended for survey control.
 AX1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1643.See file dsdata.txt to determine how the superseded data were derived.
 AX1643
 AX1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT513295(NAD 83)
 AX1643_MARKER: DB = BENCH MARK DISK
 AX1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1643_STAMPING: K 881 1943
 AX1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1643+STABILITY: SURFACE MOTION
 AX1643
 AX1643  HISTORY     - Date     Condition        Report By
 AX1643  HISTORY     - 1943     MONUMENTED       CGS
 AX1643
 AX1643                          STATION DESCRIPTION
 AX1643
 AX1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1643'2.0 MI SE FROM WESTHOFF.
 AX1643'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1643'STATION AT WESTHOFF, PROCEED 2.0 MILES SOUTHEASTERLY ALONG THE TRACK
 AX1643'TO MILE POST NO.67 AND SITE OF BENCH MARK.  BENCH MARK IS 79.2 FEET
 AX1643'NORTHEAST OF AND DIRECTLY ACROSS THE TRACK FROM MILE POST NO.67.  IT
 AX1643'IS 46.8 FEET NORTHEAST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 AX1643'THE TRACK, 2.2 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE AND
 AX1643'1.8 FOOT NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT
 AX1643'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0951 ***********************************************************************
 BL0951  DESIGNATION -  K 882
 BL0951  PID         -  BL0951
 BL0951  STATE/COUNTY-  TX/POLK
 BL0951  USGS QUAD   -  ONALASKA (1972)
 BL0951
 BL0951                         *CURRENT SURVEY CONTROL
 BL0951  ___________________________________________________________________
 BL0951* NAD 83(1986)-  30 48 39.     (N)    095 06 42.     (W)     SCALED    
 BL0951* NAVD 88     -        56.51   (+/-2cm)     185.4    (feet)  VERTCON   
 BL0951  ___________________________________________________________________
 BL0951  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL0951
 BL0951  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0951
 BL0951.The horizontal coordinates were scaled from a topographic map and have
 BL0951.an estimated accuracy of +/- 6 seconds.
 BL0951
 BL0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0951.The vertical order pertains to the NGVD 29 superseded value.
 BL0951
 BL0951.The geoid height was determined by GEOID03.
 BL0951
 BL0951;                    North         East    Units  Estimated Accuracy
 BL0951;SPC TX C     - 3,138,560.    1,199,430.      MT  (+/- 180 meters Scaled)
 BL0951
 BL0951                          SUPERSEDED SURVEY CONTROL
 BL0951
 BL0951  NGVD 29 (??/??/92)   56.531  (m)          185.47   (f) ADJ UNCH    2 0
 BL0951
 BL0951.Superseded values are not recommended for survey control.
 BL0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0951.See file dsdata.txt to determine how the superseded data were derived.
 BL0951
 BL0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ979105(NAD 83)
 BL0951_MARKER: DB = BENCH MARK DISK
 BL0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0951_STAMPING: K 882 1947
 BL0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0951+STABILITY: SURFACE MOTION
 BL0951
 BL0951  HISTORY     - Date     Condition        Report By
 BL0951  HISTORY     - 1947     MONUMENTED       CGS
 BL0951  HISTORY     - 1960     POOR             USGS
 BL0951
 BL0951                          STATION DESCRIPTION
 BL0951
 BL0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0951'0.6 MI E FROM ONALASKA.
 BL0951'0.6 MILE EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0951'ONALASKA, AT A ROAD JUNCTION, 45.0 FEET SOUTHEAST OF THE CENTER LINE
 BL0951'OF A ROAD LEADING NORTHEAST, 32.0 FEET SOUTH OF THE CENTER LINE OF THE
 BL0951'LEGGETT-ONALASKA ROAD, 25.6 FEET EAST OF THE EAST END OF A WIRE GATE
 BL0951'AT A PRIVATE ROAD ENTRANCE, 9.2 FEET WEST OF A 14 INCH OAK TREE, 1.8
 BL0951'FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A REFERENCE POST, SET IN THE
 BL0951'TOP OF A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL0951
 BL0951                          STATION RECOVERY (1960)
 BL0951
 BL0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0951'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0925 ***********************************************************************
 BL0925  DESIGNATION -  K 883
 BL0925  PID         -  BL0925
 BL0925  STATE/COUNTY-  TX/TRINITY
 BL0925  USGS QUAD   -  CHITA (1972)
 BL0925
 BL0925                         *CURRENT SURVEY CONTROL
 BL0925  ___________________________________________________________________
 BL0925* NAD 83(1986)-  30 58 17.     (N)    095 08 49.     (W)     SCALED    
 BL0925* NAVD 88     -        75.71   (+/-2cm)     248.4    (feet)  VERTCON   
 BL0925  ___________________________________________________________________
 BL0925  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL0925
 BL0925  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0925
 BL0925.The horizontal coordinates were scaled from a topographic map and have
 BL0925.an estimated accuracy of +/- 6 seconds.
 BL0925
 BL0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0925.The vertical order pertains to the NGVD 29 superseded value.
 BL0925
 BL0925.The geoid height was determined by GEOID03.
 BL0925
 BL0925;                    North         East    Units  Estimated Accuracy
 BL0925;SPC TX C     - 3,156,180.    1,195,230.      MT  (+/- 180 meters Scaled)
 BL0925
 BL0925                          SUPERSEDED SURVEY CONTROL
 BL0925
 BL0925  NGVD 29 (??/??/92)   75.720  (m)          248.42   (f) ADJ UNCH    2 0
 BL0925
 BL0925.Superseded values are not recommended for survey control.
 BL0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0925.See file dsdata.txt to determine how the superseded data were derived.
 BL0925
 BL0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ949284(NAD 83)
 BL0925_MARKER: DB = BENCH MARK DISK
 BL0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0925_STAMPING: K 883 1947
 BL0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0925+STABILITY: SURFACE MOTION
 BL0925
 BL0925  HISTORY     - Date     Condition        Report By
 BL0925  HISTORY     - 1947     MONUMENTED       CGS
 BL0925  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL0925  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0925
 BL0925                          STATION DESCRIPTION
 BL0925
 BL0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0925'6.5 MI S FROM GROVETON.
 BL0925'5.8 MILES SOUTH ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE COURTHOUSE
 BL0925'AT GROVETON, THENCE 0.7 MILE SOUTH ALONG A GRAVELED ROAD, 162.0 FEET
 BL0925'EAST OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A FARMHOUSE,
 BL0925'40.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 21.5 FEET SOUTH OF THE
 BL0925'SOUTHWEST CORNER OF A CORRAL, 1.7 FEET NORTH OF A REFERENCE POST, 1.6
 BL0925'FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 BL0925'0.3 FOOT ABOVE THE GROUND.
 BL0925
 BL0925                          STATION RECOVERY (1987)
 BL0925
 BL0925'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 BL0925'MARK NOT FOUND.
 BL0925
 BL0925                          STATION RECOVERY (1996)
 BL0925
 BL0925'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1639 ***********************************************************************
 BY1639  DESIGNATION -  K 884
 BY1639  PID         -  BY1639
 BY1639  STATE/COUNTY-  TX/TRINITY
 BY1639  USGS QUAD   -  GROVETON EAST (1963)
 BY1639
 BY1639                         *CURRENT SURVEY CONTROL
 BY1639  ___________________________________________________________________
 BY1639* NAD 83(1986)-  31 01 03.     (N)    095 01 36.     (W)     SCALED    
 BY1639* NAVD 88     -        91.26   (+/-2cm)     299.4    (feet)  VERTCON   
 BY1639  ___________________________________________________________________
 BY1639  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BY1639
 BY1639  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1639
 BY1639.The horizontal coordinates were scaled from a topographic map and have
 BY1639.an estimated accuracy of +/- 6 seconds.
 BY1639
 BY1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1639.The vertical order pertains to the NGVD 29 superseded value.
 BY1639
 BY1639.The geoid height was determined by GEOID03.
 BY1639
 BY1639;                    North         East    Units  Estimated Accuracy
 BY1639;SPC TX C     - 3,161,830.    1,206,470.      MT  (+/- 180 meters Scaled)
 BY1639
 BY1639                          SUPERSEDED SURVEY CONTROL
 BY1639
 BY1639  NGVD 29 (??/??/92)   91.276  (m)          299.46   (f) ADJ UNCH    2 0
 BY1639
 BY1639.Superseded values are not recommended for survey control.
 BY1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1639.See file dsdata.txt to determine how the superseded data were derived.
 BY1639
 BY1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ065333(NAD 83)
 BY1639_MARKER: DB = BENCH MARK DISK
 BY1639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY1639_SP_SET: CULVERT
 BY1639_STAMPING: K 884 1947
 BY1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1639
 BY1639  HISTORY     - Date     Condition        Report By
 BY1639  HISTORY     - 1947     MONUMENTED       CGS
 BY1639  HISTORY     - 1962     GOOD             USGS
 BY1639  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BY1639
 BY1639                          STATION DESCRIPTION
 BY1639
 BY1639'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BY1639'0.8 MI E FROM WOODLAKE.
 BY1639'0.8 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY1639'WOODLAKE, 17.0 FEET SOUTHWEST AND 1.2 FEET LOWER THAN THE CENTER LINE
 BY1639'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 BY1639'HEADWALL OF A 5 FOOT BY 5 FOOT CONCRETE CULVERT.
 BY1639
 BY1639                          STATION RECOVERY (1987)
 BY1639
 BY1639'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BY1639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1595 ***********************************************************************
 BY1595  DESIGNATION -  K 885
 BY1595  PID         -  BY1595
 BY1595  STATE/COUNTY-  TX/TRINITY
 BY1595  USGS QUAD   -  GROVETON EAST (1963)
 BY1595
 BY1595                         *CURRENT SURVEY CONTROL
 BY1595  ___________________________________________________________________
 BY1595* NAD 83(1986)-  31 05 58.     (N)    095 06 45.     (W)     SCALED    
 BY1595* NAVD 88     -        86.66   (+/-2cm)     284.3    (feet)  VERTCON   
 BY1595  ___________________________________________________________________
 BY1595  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1595
 BY1595  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1595
 BY1595.The horizontal coordinates were scaled from a topographic map and have
 BY1595.an estimated accuracy of +/- 6 seconds.
 BY1595
 BY1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1595.The vertical order pertains to the NGVD 29 superseded value.
 BY1595
 BY1595.The geoid height was determined by GEOID03.
 BY1595
 BY1595;                    North         East    Units  Estimated Accuracy
 BY1595;SPC TX C     - 3,170,520.    1,197,850.      MT  (+/- 180 meters Scaled)
 BY1595
 BY1595                          SUPERSEDED SURVEY CONTROL
 BY1595
 BY1595  NGVD 29 (??/??/92)   86.675  (m)          284.37   (f) ADJ UNCH    2 0
 BY1595
 BY1595.Superseded values are not recommended for survey control.
 BY1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1595.See file dsdata.txt to determine how the superseded data were derived.
 BY1595
 BY1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ985425(NAD 83)
 BY1595_MARKER: DB = BENCH MARK DISK
 BY1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1595_STAMPING: K 885 1947
 BY1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1595+STABILITY: SURFACE MOTION
 BY1595
 BY1595  HISTORY     - Date     Condition        Report By
 BY1595  HISTORY     - 1947     MONUMENTED       CGS
 BY1595  HISTORY     - 1962     GOOD             USGS
 BY1595
 BY1595                          STATION DESCRIPTION
 BY1595
 BY1595'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 BY1595'3.15 MI N FROM GROVETON.
 BY1595'3.15 MILES NORTH ALONG TEXAS STATE HIGHWAY 94 FROM THE COURTHOUSE AT
 BY1595'GROVETON, 94.0 FEET NORTHEAST OF THE EXTENDED CENTERLINE OF A DIRT
 BY1595'ROAD LEADING NORTHWEST, 87 FEET NORTHEAST OF THE CENTER LINE OF A
 BY1595'PRIVATE ROAD LEADING SOUTHEAST TO A FARMHOUSE, 56.9 FEET EAST OF AND
 BY1595'LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 44 FEET NORTHEAST OF A
 BY1595'POWER POLE WITH A TRANSFORMER, SET IN THE TOP OF A CONCRETE POST AND
 BY1595'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0803 ***********************************************************************
 AX0803  DESIGNATION -  K 886
 AX0803  PID         -  AX0803
 AX0803  STATE/COUNTY-  TX/LAVACA
 AX0803  USGS QUAD   -  MORALES (1981)
 AX0803
 AX0803                         *CURRENT SURVEY CONTROL
 AX0803  ___________________________________________________________________
 AX0803* NAD 83(1986)-  29 10 45.     (N)    096 50 28.     (W)     SCALED    
 AX0803* NAVD 88     -        44.12   (+/-2cm)     144.8    (feet)  VERTCON   
 AX0803  ___________________________________________________________________
 AX0803  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0803
 AX0803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0803
 AX0803.The horizontal coordinates were scaled from a topographic map and have
 AX0803.an estimated accuracy of +/- 6 seconds.
 AX0803
 AX0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0803.The vertical order pertains to the NGVD 29 superseded value.
 AX0803
 AX0803.The geoid height was determined by GEOID03.
 AX0803
 AX0803;                    North         East    Units  Estimated Accuracy
 AX0803;SPC TXSC     - 4,151,090.      809,960.      MT  (+/- 180 meters Scaled)
 AX0803
 AX0803                          SUPERSEDED SURVEY CONTROL
 AX0803
 AX0803  NGVD 29 (??/??/92)   44.146  (m)          144.84   (f) ADJ UNCH    2 0
 AX0803
 AX0803.Superseded values are not recommended for survey control.
 AX0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0803.See file dsdata.txt to determine how the superseded data were derived.
 AX0803
 AX0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT099297(NAD 83)
 AX0803_MARKER: DB = BENCH MARK DISK
 AX0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0803_STAMPING: K 886 1943
 AX0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0803+STABILITY: SURFACE MOTION
 AX0803
 AX0803  HISTORY     - Date     Condition        Report By
 AX0803  HISTORY     - 1943     MONUMENTED       CGS
 AX0803  HISTORY     - 1964     MARK NOT FOUND   USGS
 AX0803
 AX0803                          STATION DESCRIPTION
 AX0803
 AX0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0803'9.0 MI SE FROM EZZELL.
 AX0803'TO REACH FROM THE SCHOOL AT EZZELL-- PROCEED 9.0 MILES SOUTHEASTERLY
 AX0803'ALONG A DIRT AND TRACK ROAD TO SITE OF BENCH MARK.  BENCH MARK IS
 AX0803'ABOUT 0.55 MILE SOUTH OF A WOODEN GATE ACROSS THE ROAD, ABOUT 0.2 MILE
 AX0803'NORTH OF A CROSS ROAD INTERSECTION, AND ABOUT 0.15 MILE SOUTH OF THE
 AX0803'SOUTH EDGE OF A LARGE CLEARING.  IT IS 13.8 FEET EAST OF AND ABOUT THE
 AX0803'SAME ELEVATION AS THE CENTERLINE OF ROAD, 13.6 FEET NORTHEAST OF A
 AX0803'24-INCH OAK TREE, AND 3.3 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.
 AX0803'MONUMENT PROJECTS 0.3 FOOT.  STAMPED K 886 1943.
 AX0803
 AX0803                          STATION RECOVERY (1964)
 AX0803
 AX0803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 AX0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1151 ***********************************************************************
 AN1151  DESIGNATION -  K 887
 AN1151  PID         -  AN1151
 AN1151  STATE/COUNTY-  TX/DE WITT
 AN1151  USGS QUAD   -  MEYERSVILLE (1987)
 AN1151
 AN1151                         *CURRENT SURVEY CONTROL
 AN1151  ___________________________________________________________________
 AN1151* NAD 83(1986)-  28 59 16.     (N)    097 20 07.     (W)     SCALED    
 AN1151* NAVD 88     -        86.24   (+/-2cm)     282.9    (feet)  VERTCON   
 AN1151  ___________________________________________________________________
 AN1151  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1151
 AN1151  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1151
 AN1151.The horizontal coordinates were scaled from a topographic map and have
 AN1151.an estimated accuracy of +/- 6 seconds.
 AN1151
 AN1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1151.The vertical order pertains to the NGVD 29 superseded value.
 AN1151
 AN1151.The geoid height was determined by GEOID03.
 AN1151
 AN1151;                    North         East    Units  Estimated Accuracy
 AN1151;SPC TXSC     - 4,129,100.      762,200.      MT  (+/- 180 meters Scaled)
 AN1151
 AN1151                          SUPERSEDED SURVEY CONTROL
 AN1151
 AN1151  NGVD 29 (??/??/92)   86.26   (m)          283.0    (f) COMPUTED    2 0
 AN1151
 AN1151.Superseded values are not recommended for survey control.
 AN1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1151.See file dsdata.txt to determine how the superseded data were derived.
 AN1151
 AN1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT621077(NAD 83)
 AN1151_MARKER: DB = BENCH MARK DISK
 AN1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1151_STAMPING: K 887 1943
 AN1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1151+STABILITY: SURFACE MOTION
 AN1151
 AN1151  HISTORY     - Date     Condition        Report By
 AN1151  HISTORY     - 1943     MONUMENTED       CGS
 AN1151
 AN1151                          STATION DESCRIPTION
 AN1151
 AN1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1151'5.2 MI W FROM ARNECKEVILLE.
 AN1151'TO REACH FROM THE POST OFFICE AT ARNECKEVILLE-- PROCEED 5.3 MILES
 AN1151'WESTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AN1151'1.15 MILES WEST OF THE INTERSECTION OF STATE HIGHWAY NO.29, AND ABOUT
 AN1151'0.2 MILE NORTH OF A RIGHT ANGLE CURVE TO THE EAST.  IT IS 16.0 FEET
 AN1151'WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 5.0
 AN1151'FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET NORTH OF A 4X4-INCH
 AN1151'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1142 ***********************************************************************
 AN1142  DESIGNATION -  K 888
 AN1142  PID         -  AN1142
 AN1142  STATE/COUNTY-  TX/DE WITT
 AN1142  USGS QUAD   -  MISSION VALLEY (1987)
 AN1142
 AN1142                         *CURRENT SURVEY CONTROL
 AN1142  ___________________________________________________________________
 AN1142* NAD 83(1986)-  28 58 12.     (N)    097 11 47.     (W)     SCALED    
 AN1142* NAVD 88     -        34.81   (+/-2cm)     114.2    (feet)  VERTCON   
 AN1142  ___________________________________________________________________
 AN1142  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AN1142
 AN1142  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1142
 AN1142.The horizontal coordinates were scaled from a topographic map and have
 AN1142.an estimated accuracy of +/- 6 seconds.
 AN1142
 AN1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1142.The vertical order pertains to the NGVD 29 superseded value.
 AN1142
 AN1142.The geoid height was determined by GEOID03.
 AN1142
 AN1142;                    North         East    Units  Estimated Accuracy
 AN1142;SPC TXSC     - 4,127,330.      775,770.      MT  (+/- 180 meters Scaled)
 AN1142
 AN1142                          SUPERSEDED SURVEY CONTROL
 AN1142
 AN1142  NGVD 29 (??/??/92)   34.847  (m)          114.33   (f) ADJ UNCH    2 0
 AN1142
 AN1142.Superseded values are not recommended for survey control.
 AN1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1142.See file dsdata.txt to determine how the superseded data were derived.
 AN1142
 AN1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT757060(NAD 83)
 AN1142_MARKER: DB = BENCH MARK DISK
 AN1142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1142_SP_SET: BRIDGE
 AN1142_STAMPING: K 888 1943
 AN1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1142
 AN1142  HISTORY     - Date     Condition        Report By
 AN1142  HISTORY     - 1943     MONUMENTED       CGS
 AN1142  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AN1142
 AN1142                          STATION DESCRIPTION
 AN1142
 AN1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1142'3.95 MI SW FROM THOMASTON.
 AN1142'TO REACH FROM THE RAILROAD STATION AT THOMASTON-- PROCEED 0.9 MILE
 AN1142'SOUTHEASTERLY ALONG U. S. HIGHWAY NO.87 TO A DIRT SIDE ROAD
 AN1142'INTERSECTION LEADING SOUTHWEST, THENCE 3.05 MILES SOUTHWESTERLY TO
 AN1142'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.55 MILE SOUTHWEST OF THE
 AN1142'SOUTHWEST END OF A BRIDGE OVER GUADALUPE RIVER, AND ABOUT 0.15 MILE
 AN1142'NORTHEAST OF A WHITE FRAME HOUSE ON THE TOP OF A STEEP HILL.  IT IS
 AN1142'9.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AN1142'OF ROAD, AND SET HORIZONTALLY IN THE SOUTH CONCRETE WINGWALL OF A
 AN1142'WOODEN BRIDGE OVER A SMALL BRANCH.
 AN1142
 AN1142                          STATION RECOVERY (2001)
 AN1142
 AN1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1142'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1652 ***********************************************************************
 AX1652  DESIGNATION -  K 889
 AX1652  PID         -  AX1652
 AX1652  STATE/COUNTY-  TX/DE WITT
 AX1652  USGS QUAD   -  CUERO (1987)
 AX1652
 AX1652                         *CURRENT SURVEY CONTROL
 AX1652  ___________________________________________________________________
 AX1652* NAD 83(1986)-  29 03 51.     (N)    097 19 26.     (W)     SCALED    
 AX1652* NAVD 88     -        53.94   (+/-2cm)     177.0    (feet)  VERTCON   
 AX1652  ___________________________________________________________________
 AX1652  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX1652
 AX1652  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1652
 AX1652.The horizontal coordinates were scaled from a topographic map and have
 AX1652.an estimated accuracy of +/- 6 seconds.
 AX1652
 AX1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1652.The vertical order pertains to the NGVD 29 superseded value.
 AX1652
 AX1652.The geoid height was determined by GEOID03.
 AX1652
 AX1652;                    North         East    Units  Estimated Accuracy
 AX1652;SPC TXSC     - 4,137,580.      763,190.      MT  (+/- 180 meters Scaled)
 AX1652
 AX1652                          SUPERSEDED SURVEY CONTROL
 AX1652
 AX1652  NGVD 29 (??/??/92)   53.957  (m)          177.02   (f) ADJ UNCH    2 0
 AX1652
 AX1652.Superseded values are not recommended for survey control.
 AX1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1652.See file dsdata.txt to determine how the superseded data were derived.
 AX1652
 AX1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT631162(NAD 83)
 AX1652_MARKER: DB = BENCH MARK DISK
 AX1652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1652_SP_SET: BRIDGE ABUTMENT
 AX1652_STAMPING: K 889 1943
 AX1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1652
 AX1652  HISTORY     - Date     Condition        Report By
 AX1652  HISTORY     - 1943     MONUMENTED       CGS
 AX1652  HISTORY     - 20010331 GOOD             NGS
 AX1652
 AX1652                          STATION DESCRIPTION
 AX1652
 AX1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1652'2.95 MI S FROM CUERO.
 AX1652'TO REACH FROM THE POST OFFICE AT CUERO-- PROCEED 2.95 MILES SOUTHERLY
 AX1652'ALONG STATE HIGHWAY NO. 29 TO SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1652'HORIZONTALLY IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT
 AX1652'OF A LARGE BRIDGE OVER GUADALUPE RIVER, 16.0 FEET NORTHWEST OF AND
 AX1652'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY.
 AX1652
 AX1652                          STATION RECOVERY (2001)
 AX1652
 AX1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX1652'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1049 ***********************************************************************
 AN1049  DESIGNATION -  K 890
 AN1049  PID         -  AN1049
 AN1049  STATE/COUNTY-  TX/GOLIAD
 AN1049  USGS QUAD   -  WEESATCHE (1987)
 AN1049
 AN1049                         *CURRENT SURVEY CONTROL
 AN1049  ___________________________________________________________________
 AN1049* NAD 83(1986)-  28 46 07.     (N)    097 23 19.     (W)     SCALED    
 AN1049* NAVD 88     -        75.63   (+/-2cm)     248.1    (feet)  VERTCON   
 AN1049  ___________________________________________________________________
 AN1049  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1049
 AN1049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1049
 AN1049.The horizontal coordinates were scaled from a topographic map and have
 AN1049.an estimated accuracy of +/- 6 seconds.
 AN1049
 AN1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1049.The vertical order pertains to the NGVD 29 superseded value.
 AN1049
 AN1049.The geoid height was determined by GEOID03.
 AN1049
 AN1049;                    North         East    Units  Estimated Accuracy
 AN1049;SPC TXSC     - 4,104,740.      757,340.      MT  (+/- 180 meters Scaled)
 AN1049
 AN1049                          SUPERSEDED SURVEY CONTROL
 AN1049
 AN1049  NGVD 29 (??/??/92)   75.668  (m)          248.25   (f) ADJ UNCH    2 0
 AN1049
 AN1049.Superseded values are not recommended for survey control.
 AN1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1049.See file dsdata.txt to determine how the superseded data were derived.
 AN1049
 AN1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS573834(NAD 83)
 AN1049_MARKER: DB = BENCH MARK DISK
 AN1049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1049_SP_SET: CULVERT
 AN1049_STAMPING: K 890 1943
 AN1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1049
 AN1049  HISTORY     - Date     Condition        Report By
 AN1049  HISTORY     - 1943     MONUMENTED       CGS
 AN1049  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1049
 AN1049                          STATION DESCRIPTION
 AN1049
 AN1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1049'7.05 MI N FROM GOLIAD.
 AN1049'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO.59 AND STATE
 AN1049'HIGHWAY NO.29 AT GOLIAD-- PROCEED 7.05 MILES NORTHERLY ALONG HIGHWAY
 AN1049'NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS 16.0 FEET WEST OF AND
 AN1049'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF HIGHWAY, AND SET
 AN1049'HORIZONTALLY IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 AN1049'CULVERT.
 AN1049
 AN1049                          STATION RECOVERY (1990)
 AN1049
 AN1049'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1050 ***********************************************************************
 AN1050  DESIGNATION -  K 890 RESET 1957
 AN1050  PID         -  AN1050
 AN1050  STATE/COUNTY-  TX/GOLIAD
 AN1050  USGS QUAD   -  WEESATCHE (1987)
 AN1050
 AN1050                         *CURRENT SURVEY CONTROL
 AN1050  ___________________________________________________________________
 AN1050* NAD 83(1986)-  28 46 07.     (N)    097 23 19.     (W)     SCALED    
 AN1050* NAVD 88     -        75.41   (+/-2cm)     247.4    (feet)  VERTCON   
 AN1050  ___________________________________________________________________
 AN1050  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1050
 AN1050  VERT ORDER  -  THIRD (See Below)
 AN1050
 AN1050.The horizontal coordinates were scaled from a topographic map and have
 AN1050.an estimated accuracy of +/- 6 seconds.
 AN1050
 AN1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1050.The vertical order pertains to the NGVD 29 superseded value.
 AN1050
 AN1050.The geoid height was determined by GEOID03.
 AN1050
 AN1050;                    North         East    Units  Estimated Accuracy
 AN1050;SPC TXSC     - 4,104,740.      757,340.      MT  (+/- 180 meters Scaled)
 AN1050
 AN1050                          SUPERSEDED SURVEY CONTROL
 AN1050
 AN1050  NGVD 29 (01/29/03)   75.45   (m)          247.5    (f) RESET       3  
 AN1050
 AN1050.Superseded values are not recommended for survey control.
 AN1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1050.See file dsdata.txt to determine how the superseded data were derived.
 AN1050
 AN1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS573834(NAD 83)
 AN1050_MARKER: DB = BENCH MARK DISK
 AN1050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1050_SP_SET: CULVERT
 AN1050_STAMPING: K 890 RESET 1957
 AN1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1050
 AN1050  HISTORY     - Date     Condition        Report By
 AN1050  HISTORY     - 1957     MONUMENTED       TXHD
 AN1050  HISTORY     - 1990     GOOD             USPSQD
 AN1050
 AN1050                          STATION DESCRIPTION
 AN1050
 AN1050'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1957
 AN1050'7.1 MI N FROM GOLIAD.
 AN1050'7.1 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE INTERSECTION OF U.S.
 AN1050'HIGHWAY 59 AT GOLIAD, AT A CONCRETE CULVERT, IN THE SOUTH END OF THE
 AN1050'WEST HEADWALL, 23.3 FEET WEST OF AND 0.30 FEET BELOW THE CENTERLINE OF
 AN1050'THE HIGHWAY.
 AN1050
 AN1050                          STATION RECOVERY (1990)
 AN1050
 AN1050'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN1050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1113 ***********************************************************************
 BY1113  DESIGNATION -  K 891
 BY1113  PID         -  BY1113
 BY1113  STATE/COUNTY-  TX/NACOGDOCHES
 BY1113  USGS QUAD   -  APPLEBY (1983)
 BY1113
 BY1113                         *CURRENT SURVEY CONTROL
 BY1113  ___________________________________________________________________
 BY1113* NAD 83(1986)-  31 43 01.     (N)    094 37 15.     (W)     SCALED    
 BY1113* NAVD 88     -       123.460  (meters)     405.05   (feet)  ADJUSTED  
 BY1113  ___________________________________________________________________
 BY1113  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BY1113  DYNAMIC HT  -         123.308 (meters)     404.55  (feet)  COMP
 BY1113  MODELED GRAV-     979,407.6   (mgal)                       NAVD 88
 BY1113
 BY1113  VERT ORDER  -  FIRST     CLASS II
 BY1113
 BY1113.The horizontal coordinates were scaled from a topographic map and have
 BY1113.an estimated accuracy of +/- 6 seconds.
 BY1113
 BY1113.The orthometric height was determined by differential leveling
 BY1113.and adjusted by the National Geodetic Survey in June 1991..
 BY1113
 BY1113.The geoid height was determined by GEOID03.
 BY1113
 BY1113.The dynamic height is computed by dividing the NAVD 88
 BY1113.geopotential number by the normal gravity value computed on the
 BY1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1113.degrees latitude (g = 980.6199 gals.).
 BY1113
 BY1113.The modeled gravity was interpolated from observed gravity values.
 BY1113
 BY1113;                    North         East    Units  Estimated Accuracy
 BY1113;SPC TX C     - 3,241,190.    1,241,180.      MT  (+/- 180 meters Scaled)
 BY1113
 BY1113                          SUPERSEDED SURVEY CONTROL
 BY1113
 BY1113  NGVD 29 (??/??/92)  123.440  (m)          404.99   (f) ADJ UNCH    1 2
 BY1113
 BY1113.Superseded values are not recommended for survey control.
 BY1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1113.See file dsdata.txt to determine how the superseded data were derived.
 BY1113
 BY1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR464102(NAD 83)
 BY1113_MARKER: DB = BENCH MARK DISK
 BY1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1113_STAMPING: K 891 1948
 BY1113_PROJECTION: PROJECTING 10 CENTIMETERS
 BY1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1113+STABILITY: SURFACE MOTION
 BY1113
 BY1113  HISTORY     - Date     Condition        Report By
 BY1113  HISTORY     - 1948     MONUMENTED       CGS
 BY1113  HISTORY     - 1979     GOOD             NGS
 BY1113  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 BY1113
 BY1113                          STATION DESCRIPTION
 BY1113
 BY1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1113'1.1 MI SW FROM APPLEBY.
 BY1113'0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CROSSING OF THE RAILROAD AND
 BY1113'THE MAIN ROAD AT APPLEBY, THENCE 0.8 MILE SOUTHWEST ALONG THE OLD
 BY1113'HIGHWAY (FORMER ROUTE OF U.S. HIGHWAY 59), 0.1 MILE SOUTHEAST ALONG A
 BY1113'DIRT ROAD AND 0.1 MILE NORTHEAST ALONG THE OLD HIGHWAY FROM U.S.
 BY1113'HIGHWAY 59 BRIDGE OVER LA NANA CREEK, 145.0 FEET NORTH NORTHWEST OF
 BY1113'THE NORTH CORNER OF THE HOME OF JOHN WEATHERLY, 125.0 FEET SOUTHEAST
 BY1113'OF THE CENTER LINE OF THE OLD HIGHWAY, 20.0 FEET NORTH OF A 3-FOOT OAK
 BY1113'TREE, 17.0 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 3.0 FEET SOUTH
 BY1113'OF A REFERENCE POST, 2.0 FEET EAST OF A FENCE LINE, AND SET IN THE TOP
 BY1113'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 BY1113
 BY1113                          STATION RECOVERY (1979)
 BY1113
 BY1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1113'0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY1113'ROAD 941 IN APPLEBY, THENCE 0.3 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 BY1113'0.15 MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE 0.2 MILE WEST ALONG A
 BY1113'PAVED ROAD, AT A PRIVATE DRIVE LEADING TO THE JOHN WEATHERLY
 BY1113'RESIDENCE, 184 FT. NORTHEAST OF A POWERLINE POLE WITH 6 GUY WIRES,
 BY1113'120 FT. SOUTH OF THE CENTERLINE OF THE ROAD, 68.0 FT. WEST-SOUTHWEST
 BY1113'OF THE SOUTHWEST CORNER OF A 6-FT. CHAIN LINK FENCE, 19.5 FT.
 BY1113'NORTH-NORTHEAST OF A 40-INCH OAK TREE, 82.0 FT. SOUTH OF A FENCE,
 BY1113'16.5 FT. SOUTHWEST OF AN OLD PRIVATE DRIVE, 1.6 MILES NORTHEAST ALONG
 BY1113'A GRAVEL ROAD FROM BENCH MARK F 995 AND U.S. HIGHWAY 59.
 BY1113'THE MARK IS 6 FT ABOVE THE ROAD.
 BY1113
 BY1113                          STATION RECOVERY (1992)
 BY1113
 BY1113'RECOVERY NOTE BY US POWER SQUADRON 1992
 BY1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0171 ***********************************************************************
 BY0171  DESIGNATION -  K 892
 BY0171  PID         -  BY0171
 BY0171  STATE/COUNTY-  TX/NACOGDOCHES
 BY0171  USGS QUAD   -  MARTINSVILLE (1984)
 BY0171
 BY0171                         *CURRENT SURVEY CONTROL
 BY0171  ___________________________________________________________________
 BY0171* NAD 83(1986)-  31 41 01.     (N)    094 25 52.     (W)     SCALED    
 BY0171* NAVD 88     -        94.27   (+/-2cm)     309.3    (feet)  VERTCON   
 BY0171  ___________________________________________________________________
 BY0171  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BY0171
 BY0171  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0171
 BY0171.The horizontal coordinates were scaled from a topographic map and have
 BY0171.an estimated accuracy of +/- 6 seconds.
 BY0171
 BY0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0171.The vertical order pertains to the NGVD 29 superseded value.
 BY0171
 BY0171.The geoid height was determined by GEOID03.
 BY0171
 BY0171;                    North         East    Units  Estimated Accuracy
 BY0171;SPC TX C     - 3,238,440.    1,259,340.      MT  (+/- 180 meters Scaled)
 BY0171
 BY0171                          SUPERSEDED SURVEY CONTROL
 BY0171
 BY0171  NGVD 29 (??/??/92)   94.287  (m)          309.34   (f) ADJ UNCH    2 0
 BY0171
 BY0171.Superseded values are not recommended for survey control.
 BY0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0171.See file dsdata.txt to determine how the superseded data were derived.
 BY0171
 BY0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR643062(NAD 83)
 BY0171_MARKER: DB = BENCH MARK DISK
 BY0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0171_STAMPING: K 892 1948
 BY0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0171+STABILITY: SURFACE MOTION
 BY0171
 BY0171  HISTORY     - Date     Condition        Report By
 BY0171  HISTORY     - 1948     MONUMENTED       CGS
 BY0171  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0171
 BY0171                          STATION DESCRIPTION
 BY0171
 BY0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0171'3.3 MI N FROM MARTINSVILLE.
 BY0171'3.3 MILES NORTH ALONG THE MARTINSVILLE-GARRISON ROAD FROM THE J.L.
 BY0171'BURKE ROCK STORE BUILDING AT MARTINSVILLE, 0.2 MILE SOUTH OF A WOODEN
 BY0171'BRIDGE OVER A    A SMALL STREAM, AT THE FARM HOME OF H.W. LINTHICUM,
 BY0171'AT THE SOUTHWEST CORNER OF A WOODEN CORRAL, 90.8 FEET NORTHWEST OF THE
 BY0171'NORTHWEST CORNER OF THE FARMHOUSE, 45.0 FEET EAST OF THE CENTER LINE
 BY0171'OF THE ROAD, 39.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN,
 BY0171'1.0 FOOT SOUTH OF A WOODEN CORRAL FENCE, 2.5 FEET EAST OF A REFERENCE
 BY0171'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 BY0171'THE GROUND.
 BY0171
 BY0171                          STATION RECOVERY (1998)
 BY0171
 BY0171'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1179 ***********************************************************************
 BY1179  DESIGNATION -  K 893
 BY1179  PID         -  BY1179
 BY1179  STATE/COUNTY-  TX/NACOGDOCHES
 BY1179  USGS QUAD   -  WODEN (1983)
 BY1179
 BY1179                         *CURRENT SURVEY CONTROL
 BY1179  ___________________________________________________________________
 BY1179* NAD 83(1986)-  31 36 12.     (N)    094 34 23.     (W)     SCALED    
 BY1179* NAVD 88     -        84.01   (+/-2cm)     275.6    (feet)  VERTCON   
 BY1179  ___________________________________________________________________
 BY1179  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY1179
 BY1179  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1179
 BY1179.The horizontal coordinates were scaled from a topographic map and have
 BY1179.an estimated accuracy of +/- 6 seconds.
 BY1179
 BY1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1179.The vertical order pertains to the NGVD 29 superseded value.
 BY1179
 BY1179.The geoid height was determined by GEOID03.
 BY1179
 BY1179;                    North         East    Units  Estimated Accuracy
 BY1179;SPC TX C     - 3,228,840.    1,246,360.      MT  (+/- 180 meters Scaled)
 BY1179
 BY1179                          SUPERSEDED SURVEY CONTROL
 BY1179
 BY1179  NGVD 29 (??/??/92)   84.078  (m)          275.85   (f) ADJ UNCH    2 0
 BY1179
 BY1179.Superseded values are not recommended for survey control.
 BY1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1179.See file dsdata.txt to determine how the superseded data were derived.
 BY1179
 BY1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ507975(NAD 83)
 BY1179_MARKER: DB = BENCH MARK DISK
 BY1179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1179_SP_SET: BRIDGE ABUTMENT
 BY1179_STAMPING: K 893 1948
 BY1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1179
 BY1179  HISTORY     - Date     Condition        Report By
 BY1179  HISTORY     - 1948     MONUMENTED       CGS
 BY1179  HISTORY     - 1959     GOOD             NGS
 BY1179  HISTORY     - 19980919 GOOD             USPSQD
 BY1179
 BY1179                          STATION DESCRIPTION
 BY1179
 BY1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1179'3.85 MI E FROM NACOGDOCHES.
 BY1179'3.85 MILES EAST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF STATE
 BY1179'HIGHWAYS 7 AND 21 AT NACOGDOCHES, 0.1 MILE WEST OF A CONCRETE HIGHWAY
 BY1179'BRIDGE, 15.0 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE
 BY1179'HIGHWAY, SET IN THE TOP OF THE CONCRETE BACKWALL FOR THE WEST ABUTMENT
 BY1179'OF A CONCRETE BRIDGE OVER CARRIZO CREEK, AND 1.0 FOOT NORTH OF THE
 BY1179'NORTH FACE OF NORTHWEST BANNISTER RAIL.
 BY1179
 BY1179                          STATION RECOVERY (1959)
 BY1179
 BY1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 BY1179'RECOVERED IN GOOD CONDITION.
 BY1179
 BY1179                          STATION RECOVERY (1998)
 BY1179
 BY1179'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1180 ***********************************************************************
 BY1180  DESIGNATION -  K 893 RESET 1959
 BY1180  PID         -  BY1180
 BY1180  STATE/COUNTY-  TX/NACOGDOCHES
 BY1180  USGS QUAD   -  WODEN (1983)
 BY1180
 BY1180                         *CURRENT SURVEY CONTROL
 BY1180  ___________________________________________________________________
 BY1180* NAD 83(1986)-  31 36 13.     (N)    094 34 22.     (W)     SCALED    
 BY1180* NAVD 88     -        82.39   (+/-2cm)     270.3    (feet)  VERTCON   
 BY1180  ___________________________________________________________________
 BY1180  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BY1180
 BY1180  VERT ORDER  -  THIRD (See Below)
 BY1180
 BY1180.The horizontal coordinates were scaled from a topographic map and have
 BY1180.an estimated accuracy of +/- 6 seconds.
 BY1180
 BY1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1180.The vertical order pertains to the NGVD 29 superseded value.
 BY1180
 BY1180.The geoid height was determined by GEOID03.
 BY1180
 BY1180;                    North         East    Units  Estimated Accuracy
 BY1180;SPC TX C     - 3,228,880.    1,246,380.      MT  (+/- 180 meters Scaled)
 BY1180
 BY1180                          SUPERSEDED SURVEY CONTROL
 BY1180
 BY1180  NGVD 29 (01/29/03)   82.46   (m)          270.5    (f) RESET       3  
 BY1180
 BY1180.Superseded values are not recommended for survey control.
 BY1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1180.See file dsdata.txt to determine how the superseded data were derived.
 BY1180
 BY1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ507975(NAD 83)
 BY1180_MARKER: DB = BENCH MARK DISK
 BY1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1180_STAMPING: K 893 RESET 1959
 BY1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1180+STABILITY: SURFACE MOTION
 BY1180
 BY1180  HISTORY     - Date     Condition        Report By
 BY1180  HISTORY     - 1959     MONUMENTED       CGS
 BY1180  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY1180
 BY1180                          STATION DESCRIPTION
 BY1180
 BY1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BY1180'3.85 MI E FROM NACOGDOCHES.
 BY1180'ABOUT 3.85 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE JUNCTION OF
 BY1180'HIGHWAYS NOS.7 AND 21 IN THE EAST PART OF NACOGDOCHES, ABOUT 4 FEET
 BY1180'NORTH OF THE NORTH RIGHT-OF-WAY LINE OF THE HIGHWAY AND HIGHWAY SURVEY
 BY1180'STATION NO.263, IN A SMALL CLEAR AREA BETWEEN THE HIGHWAY AND A SMALL
 BY1180'CREEK.  IT IS IN THE SOUTHWEST PART OF A FARM YARD AND ABOUT 100 YARDS
 BY1180'SOUTHWEST OF AND ACROSS THE CREEK FROM A BROWN HOUSE.  IT IS ABOUT 0.1
 BY1180'MILE WEST OF A HIGHWAY BRIDGE.  A STANDARD DISK STAMPED K 893 RESET
 BY1180'1959 IN A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 BY1180
 BY1180                          STATION RECOVERY (1977)
 BY1180
 BY1180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0254 ***********************************************************************
 BY0254  DESIGNATION -  K 894
 BY0254  PID         -  BY0254
 BY0254  STATE/COUNTY-  TX/NACOGDOCHES
 BY0254  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0254
 BY0254                         *CURRENT SURVEY CONTROL
 BY0254  ___________________________________________________________________
 BY0254* NAD 83(1986)-  31 34 21.     (N)    094 20 27.     (W)     SCALED    
 BY0254* NAVD 88     -        93.48   (+/-2cm)     306.7    (feet)  VERTCON   
 BY0254  ___________________________________________________________________
 BY0254  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BY0254
 BY0254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0254
 BY0254.The horizontal coordinates were scaled from a topographic map and have
 BY0254.an estimated accuracy of +/- 6 seconds.
 BY0254
 BY0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0254.The vertical order pertains to the NGVD 29 superseded value.
 BY0254
 BY0254.The geoid height was determined by GEOID03.
 BY0254
 BY0254;                    North         East    Units  Estimated Accuracy
 BY0254;SPC TX C     - 3,226,590.    1,268,550.      MT  (+/- 180 meters Scaled)
 BY0254
 BY0254                          SUPERSEDED SURVEY CONTROL
 BY0254
 BY0254  NGVD 29 (??/??/92)   93.521  (m)          306.83   (f) ADJ UNCH    2 0
 BY0254
 BY0254.Superseded values are not recommended for survey control.
 BY0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0254.See file dsdata.txt to determine how the superseded data were derived.
 BY0254
 BY0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ727938(NAD 83)
 BY0254_MARKER: DB = BENCH MARK DISK
 BY0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0254_STAMPING: K 894 1949
 BY0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0254+STABILITY: SURFACE MOTION
 BY0254
 BY0254  HISTORY     - Date     Condition        Report By
 BY0254  HISTORY     - 1949     MONUMENTED       CGS
 BY0254  HISTORY     - 1980     GOOD             USGS
 BY0254
 BY0254                          STATION DESCRIPTION
 BY0254
 BY0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0254'1.4 MI NE FROM ATTOYAC.
 BY0254'1.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD LEADING TO THE ATTOYAC
 BY0254'RIVER FROM THE POST OFFICE AT ATTOYAC, AT THE J. F. HALBERT FARMHOUSE,
 BY0254'74.0 FEET NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 66.0 FEET
 BY0254'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 42.0 FEET NORTHEAST OF THE
 BY0254'CENTER LINE OF A DRIVEWAY AND CENTER OF BOARD GATE, 2.2 FEET SOUTHWEST
 BY0254'OF A REFERENCE POST, 1.0 FOOT NORTHWEST OF A FENCE, AND SET IN THE TOP
 BY0254'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BY0254
 BY0254                          STATION RECOVERY (1980)
 BY0254
 BY0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 BY0254'1.4 MILES NE ALONG A GRADED DIRT ROAD LEADING TO THE ATTOYAC RIVER
 BY0254'FROM THE FULLER GROCERY STORE AT ATTOYAC, 66 FEET SE OF THE CENTER
 BY0254'LINE OF THE ROAD, 69 FEET NE FROM THE CENTER LINE OF A DRIVEWAY
 BY0254'LEADING SE, 27 FEET N OF THE NE CORNER OF AN OLD BUILDING FOUNDATION,
 BY0254'25 FEET SW OF A FENCE CORNER AND SET IN THE TOP OF A CONCRETE POST
 BY0254'PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0378 ***********************************************************************
 BL0378  DESIGNATION -  K 896
 BL0378  PID         -  BL0378
 BL0378  STATE/COUNTY-  TX/LIBERTY
 BL0378  USGS QUAD   -  LIBERTY (1984)
 BL0378
 BL0378                         *CURRENT SURVEY CONTROL
 BL0378  ___________________________________________________________________
 BL0378* NAD 83(1986)-  30 03 27.     (N)    094 49 01.     (W)     SCALED    
 BL0378* NAVD 88     -        10.314  (meters)      33.84   (feet)  ADJUSTED  
 BL0378  ___________________________________________________________________
 BL0378  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0378  DYNAMIC HT  -          10.301 (meters)      33.80  (feet)  COMP
 BL0378  MODELED GRAV-     979,310.0   (mgal)                       NAVD 88
 BL0378
 BL0378  VERT ORDER  -  FIRST     CLASS I
 BL0378
 BL0378.The horizontal coordinates were scaled from a topographic map and have
 BL0378.an estimated accuracy of +/- 6 seconds.
 BL0378
 BL0378.The orthometric height was determined by differential leveling
 BL0378.and adjusted by the National Geodetic Survey in June 1991..
 BL0378
 BL0378.The geoid height was determined by GEOID03.
 BL0378
 BL0378.The dynamic height is computed by dividing the NAVD 88
 BL0378.geopotential number by the normal gravity value computed on the
 BL0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0378.degrees latitude (g = 980.6199 gals.).
 BL0378
 BL0378.The modeled gravity was interpolated from observed gravity values.
 BL0378
 BL0378;                    North         East    Units  Estimated Accuracy
 BL0378;SPC TX C     - 3,056,510.    1,231,740.      MT  (+/- 180 meters Scaled)
 BL0378
 BL0378                          SUPERSEDED SURVEY CONTROL
 BL0378
 BL0378  NGVD 29 (12/23/87)   10.317  (m)           33.85   (f) ADJUSTED    1 1
 BL0378
 BL0378.Superseded values are not recommended for survey control.
 BL0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0378.See file dsdata.txt to determine how the superseded data were derived.
 BL0378
 BL0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP248265(NAD 83)
 BL0378_MARKER: DB = BENCH MARK DISK
 BL0378_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BL0378_SP_SET: WINGWALL CURB
 BL0378_STAMPING: K 896 1943
 BL0378_MARK LOGO: CGS   
 BL0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0378+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 BL0378
 BL0378  HISTORY     - Date     Condition        Report By
 BL0378  HISTORY     - 1943     MONUMENTED       CGS
 BL0378  HISTORY     - 1972     GOOD             NGS
 BL0378  HISTORY     - 1987     GOOD             NGS
 BL0378  HISTORY     - 1988     GOOD             USPSQD
 BL0378  HISTORY     - 1989     GOOD             USPSQD
 BL0378  HISTORY     - 1990     GOOD             USPSQD
 BL0378  HISTORY     - 19960801 GOOD             USPSQD
 BL0378  HISTORY     - 20031004 GOOD             USPSQD
 BL0378  HISTORY     - 20050129 GOOD             USPSQD
 BL0378
 BL0378                          STATION DESCRIPTION
 BL0378
 BL0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0378'1.3 MI W FROM LIBERTY.
 BL0378'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE EAST JUNCTION OF
 BL0378'STATE HIGHWAY 146 AT LIBERTY, 13 1/2 FEET SOUTH OF THE CENTER LINE OF
 BL0378'THE EASTBOUND LANE OF THE HIGHWAY, SET IN THE CONCRETE CURBING OF THE
 BL0378'SOUTHEAST WING WALL FOR THE EASTBOUND TRAFFIC OF HIGHWAY BRIDGE OVER
 BL0378'TRINITY RIVER, 3 1/2 FEET EAST OF THE EAST END OF THE BRIDGE AND ABOUT
 BL0378'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BL0378
 BL0378                          STATION RECOVERY (1987)
 BL0378
 BL0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0378'RECOVERED IN GOOD CONDITION.
 BL0378
 BL0378                          STATION RECOVERY (1988)
 BL0378
 BL0378'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0378'RECOVERED IN GOOD CONDITION.
 BL0378
 BL0378                          STATION RECOVERY (1989)
 BL0378
 BL0378'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0378'RECOVERED IN GOOD CONDITION.
 BL0378
 BL0378                          STATION RECOVERY (1990)
 BL0378
 BL0378'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0378'RECOVERED IN GOOD CONDITION.
 BL0378
 BL0378                          STATION RECOVERY (1996)
 BL0378
 BL0378'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0378'RECOVERED IN GOOD CONDITION.
 BL0378
 BL0378                          STATION RECOVERY (2003)
 BL0378
 BL0378'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 BL0378'RECOVERED IN GOOD CONDITION.
 BL0378
 BL0378                          STATION RECOVERY (2005)
 BL0378
 BL0378'RECOVERY NOTE BY US POWER SQUADRON 2005
 BL0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1477 ***********************************************************************
 BY1477  DESIGNATION -  K 897
 BY1477  PID         -  BY1477
 BY1477  STATE/COUNTY-  TX/HOUSTON
 BY1477  USGS QUAD   -  KENNARD (1951)
 BY1477
 BY1477                         *CURRENT SURVEY CONTROL
 BY1477  ___________________________________________________________________
 BY1477* NAD 83(1986)-  31 21 49.     (N)    095 08 13.     (W)     SCALED    
 BY1477* NAVD 88     -        90.23   (+/-2cm)     296.0    (feet)  VERTCON   
 BY1477  ___________________________________________________________________
 BY1477  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BY1477
 BY1477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1477
 BY1477.The horizontal coordinates were scaled from a topographic map and have
 BY1477.an estimated accuracy of +/- 6 seconds.
 BY1477
 BY1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1477.The vertical order pertains to the NGVD 29 superseded value.
 BY1477
 BY1477.The geoid height was determined by GEOID03.
 BY1477
 BY1477;                    North         East    Units  Estimated Accuracy
 BY1477;SPC TX C     - 3,199,660.    1,194,160.      MT  (+/- 180 meters Scaled)
 BY1477
 BY1477                          SUPERSEDED SURVEY CONTROL
 BY1477
 BY1477  NGVD 29 (??/??/92)   90.255  (m)          296.11   (f) ADJ UNCH    2 0
 BY1477
 BY1477.Superseded values are not recommended for survey control.
 BY1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1477.See file dsdata.txt to determine how the superseded data were derived.
 BY1477
 BY1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ967718(NAD 83)
 BY1477_MARKER: DB = BENCH MARK DISK
 BY1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1477_STAMPING: K 897 1948
 BY1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1477+STABILITY: SURFACE MOTION
 BY1477
 BY1477  HISTORY     - Date     Condition        Report By
 BY1477  HISTORY     - 1948     MONUMENTED       CGS
 BY1477
 BY1477                          STATION DESCRIPTION
 BY1477
 BY1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1477'3.1 MI SE FROM KENNARD.
 BY1477'1.3 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE POST OFFICE AT
 BY1477'KENNARD, THENCE 1.8 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT A
 BY1477'CURVE IN THE ROAD, 280.0 FEET WEST OF A WHITE FARM HOUSE, 34.0 FEET
 BY1477'NORTH OF THE CENTER OF THE ROAD, IN A TRIANGLE FORMED BY THREE TREES,
 BY1477'1.4 FEET WEST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 BY1477'WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0146 ***********************************************************************
 BZ0146  DESIGNATION -  K 898
 BZ0146  PID         -  BZ0146
 BZ0146  STATE/COUNTY-  TX/FREESTONE
 BZ0146  USGS QUAD   -  LANELY (1982)
 BZ0146
 BZ0146                         *CURRENT SURVEY CONTROL
 BZ0146  ___________________________________________________________________
 BZ0146* NAD 83(1986)-  31 30 12.     (N)    096 06 21.     (W)     SCALED    
 BZ0146* NAVD 88     -       101.629  (meters)     333.43   (feet)  ADJUSTED  
 BZ0146  ___________________________________________________________________
 BZ0146  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 BZ0146  DYNAMIC HT  -         101.505 (meters)     333.02  (feet)  COMP
 BZ0146  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 BZ0146
 BZ0146  VERT ORDER  -  SECOND    CLASS 0
 BZ0146
 BZ0146.The horizontal coordinates were scaled from a topographic map and have
 BZ0146.an estimated accuracy of +/- 6 seconds.
 BZ0146
 BZ0146.The orthometric height was determined by differential leveling
 BZ0146.and adjusted by the National Geodetic Survey in June 1991..
 BZ0146
 BZ0146.The geoid height was determined by GEOID03.
 BZ0146
 BZ0146.The dynamic height is computed by dividing the NAVD 88
 BZ0146.geopotential number by the normal gravity value computed on the
 BZ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0146.degrees latitude (g = 980.6199 gals.).
 BZ0146
 BZ0146.The modeled gravity was interpolated from observed gravity values.
 BZ0146
 BZ0146;                    North         East    Units  Estimated Accuracy
 BZ0146;SPC TX C     - 3,211,240.    1,101,480.      MT  (+/- 180 meters Scaled)
 BZ0146
 BZ0146                          SUPERSEDED SURVEY CONTROL
 BZ0146
 BZ0146  NGVD 29 (??/??/92)  101.619  (m)          333.39   (f) ADJ UNCH    2 0
 BZ0146
 BZ0146.Superseded values are not recommended for survey control.
 BZ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0146.See file dsdata.txt to determine how the superseded data were derived.
 BZ0146
 BZ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV748890(NAD 83)
 BZ0146_MARKER: DB = BENCH MARK DISK
 BZ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0146_STAMPING: K 898 1948
 BZ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0146+STABILITY: SURFACE MOTION
 BZ0146
 BZ0146  HISTORY     - Date     Condition        Report By
 BZ0146  HISTORY     - 1948     MONUMENTED       CGS
 BZ0146
 BZ0146                          STATION DESCRIPTION
 BZ0146
 BZ0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0146'4.4 MI NW FROM BUFFALO.
 BZ0146'0.4 MILE SOUTHWEST ALONG COMMERCE STREET FROM THE POST OFFICE AT
 BZ0146'BUFFALO, THENCE 3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 75, THENCE 1.0
 BZ0146'MILE WEST ALONG A GRADED DIRT ROAD, 1.0 MILE WEST OF BENCH MARK J 898,
 BZ0146'0.15 MILE WEST OF THE TOP OF A PROMINENT HILL AND A FARMHOUSE, 67.8
 BZ0146'FEET NORTH OF THE NORTHWEST CORNER OF A DESERTED HOUSE, 31.5 FEET
 BZ0146'SOUTH OF AND LEVEL WITH THE CENTER LINE OF THE ROAD, MIDWAY BETWEEN
 BZ0146'TWO 14 INCH OAK TREES WHICH ARE 19.0 FEET APART, 9.9 FEET SOUTHEAST OF
 BZ0146'A GATE, 1.4 FEET SOUTHEAST OF A WITNESS POST, 1.0 FOOT NORTHEAST OF A
 BZ0146'WIRE FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 BZ0146'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0163 ***********************************************************************
 BZ0163  DESIGNATION -  K 899
 BZ0163  PID         -  BZ0163
 BZ0163  STATE/COUNTY-  TX/FREESTONE
 BZ0163  USGS QUAD   -  DEW (1982)
 BZ0163
 BZ0163                         *CURRENT SURVEY CONTROL
 BZ0163  ___________________________________________________________________
 BZ0163* NAD 83(1986)-  31 34 53.     (N)    096 07 56.     (W)     SCALED    
 BZ0163* NAVD 88     -       136.671  (meters)     448.39   (feet)  ADJUSTED  
 BZ0163  ___________________________________________________________________
 BZ0163  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 BZ0163  DYNAMIC HT  -         136.505 (meters)     447.85  (feet)  COMP
 BZ0163  MODELED GRAV-     979,426.0   (mgal)                       NAVD 88
 BZ0163
 BZ0163  VERT ORDER  -  SECOND    CLASS 0
 BZ0163
 BZ0163.The horizontal coordinates were scaled from a topographic map and have
 BZ0163.an estimated accuracy of +/- 6 seconds.
 BZ0163
 BZ0163.The orthometric height was determined by differential leveling
 BZ0163.and adjusted by the National Geodetic Survey in June 1991..
 BZ0163
 BZ0163.The geoid height was determined by GEOID03.
 BZ0163
 BZ0163.The dynamic height is computed by dividing the NAVD 88
 BZ0163.geopotential number by the normal gravity value computed on the
 BZ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0163.degrees latitude (g = 980.6199 gals.).
 BZ0163
 BZ0163.The modeled gravity was interpolated from observed gravity values.
 BZ0163
 BZ0163;                    North         East    Units  Estimated Accuracy
 BZ0163;SPC TX C     - 3,219,790.    1,098,650.      MT  (+/- 180 meters Scaled)
 BZ0163
 BZ0163                          SUPERSEDED SURVEY CONTROL
 BZ0163
 BZ0163  NGVD 29 (??/??/92)  136.657  (m)          448.35   (f) ADJ UNCH    2 0
 BZ0163
 BZ0163.Superseded values are not recommended for survey control.
 BZ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0163.See file dsdata.txt to determine how the superseded data were derived.
 BZ0163
 BZ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV721976(NAD 83)
 BZ0163_MARKER: DB = BENCH MARK DISK
 BZ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0163_STAMPING: K 899 1948
 BZ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0163+STABILITY: SURFACE MOTION
 BZ0163
 BZ0163  HISTORY     - Date     Condition        Report By
 BZ0163  HISTORY     - 1948     MONUMENTED       CGS
 BZ0163
 BZ0163                          STATION DESCRIPTION
 BZ0163
 BZ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0163'1.0 MI SE FROM DEW.
 BZ0163'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 75 FROM THE METHODIST CHURCH AT
 BZ0163'DEW, 200.0 FEET SOUTHEAST OF A FARMHOUSE, 49.1 FEET SOUTHWEST OF AND
 BZ0163'1.0 FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY, 16.6 FEET
 BZ0163'SOUTHEAST OF THE SOUTHEAST CORNER OF A CORRAL AND LOADING CHUTE. 1.8
 BZ0163'FEET NORTHWEST OF A WITNESS POST, 1.0 FOOT NORTHEAST OF A BARBED WIRE
 BZ0163'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BZ0163'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0141 ***********************************************************************
 FL0141  DESIGNATION -  K 9
 FL0141  PID         -  FL0141
 FL0141  STATE/COUNTY-  TX/WHEELER
 FL0141  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0141
 FL0141                         *CURRENT SURVEY CONTROL
 FL0141  ___________________________________________________________________
 FL0141* NAD 83(1986)-  35 12 45.     (N)    100 14 45.     (W)     SCALED    
 FL0141* NAVD 88     -       711.329  (meters)    2333.75   (feet)  ADJUSTED  
 FL0141  ___________________________________________________________________
 FL0141  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL0141  DYNAMIC HT  -         710.590 (meters)    2331.33  (feet)  COMP
 FL0141  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 FL0141
 FL0141  VERT ORDER  -  FIRST     CLASS II
 FL0141
 FL0141.The horizontal coordinates were scaled from a topographic map and have
 FL0141.an estimated accuracy of +/- 6 seconds.
 FL0141
 FL0141.The orthometric height was determined by differential leveling
 FL0141.and adjusted by the National Geodetic Survey in June 1991..
 FL0141
 FL0141.The geoid height was determined by GEOID03.
 FL0141
 FL0141.The dynamic height is computed by dividing the NAVD 88
 FL0141.geopotential number by the normal gravity value computed on the
 FL0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0141.degrees latitude (g = 980.6199 gals.).
 FL0141
 FL0141.The modeled gravity was interpolated from observed gravity values.
 FL0141
 FL0141;                    North         East    Units  Estimated Accuracy
 FL0141;SPC TX N     - 1,135,240.      314,180.      MT  (+/- 180 meters Scaled)
 FL0141
 FL0141                          SUPERSEDED SURVEY CONTROL
 FL0141
 FL0141  NGVD 29 (??/??/92)  711.040  (m)         2332.80   (f) ADJ UNCH    1 2
 FL0141
 FL0141.Superseded values are not recommended for survey control.
 FL0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0141.See file dsdata.txt to determine how the superseded data were derived.
 FL0141
 FL0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD866973(NAD 83)
 FL0141_MARKER: Z = SEE DESCRIPTION
 FL0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0141+STABILITY: SURFACE MOTION
 FL0141
 FL0141  HISTORY     - Date     Condition        Report By
 FL0141  HISTORY     - UNK      MONUMENTED       CGS
 FL0141  HISTORY     - 1953     GOOD             NGS
 FL0141
 FL0141                          STATION DESCRIPTION
 FL0141
 FL0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0141'IN SHAMROCK.
 FL0141'AT SHAMROCK, 112 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FL0141'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 85 FEET SOUTH OF
 FL0141'THE SOUTH RAIL OF THE MAIN TRACK, 80.5 FEET SOUTHWEST OF A SEMAPHORE,
 FL0141'82 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 7.8 FEET SOUTH OF THE
 FL0141'SOUTH RAIL OF A SIDE TRACK, 3 FEET WEST OF A WITNESS POST, A SQUARE
 FL0141'HOLE IN THE TOP OF A STONE POST WHICH PROJECTS 1.2 FEET ABOVE THE
 FL0141'GROUND, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1847 ***********************************************************************
 BK1847  DESIGNATION -  K 90
 BK1847  PID         -  BK1847
 BK1847  STATE/COUNTY-  TX/JASPER
 BK1847  USGS QUAD   -  CALL JUNCTION (1984)
 BK1847
 BK1847                         *CURRENT SURVEY CONTROL
 BK1847  ___________________________________________________________________
 BK1847* NAD 83(1986)-  30 33 30.     (N)    093 55 09.     (W)     SCALED    
 BK1847* NAVD 88     -        32.53   (+/-2cm)     106.7    (feet)  VERTCON   
 BK1847  ___________________________________________________________________
 BK1847  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BK1847
 BK1847  VERT ORDER  -  FIRST     CLASS II (See Below)
 BK1847
 BK1847.The horizontal coordinates were scaled from a topographic map and have
 BK1847.an estimated accuracy of +/- 6 seconds.
 BK1847
 BK1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BK1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1847.The vertical order pertains to the NGVD 29 superseded value.
 BK1847
 BK1847.The geoid height was determined by GEOID03.
 BK1847
 BK1847;                    North         East    Units  Estimated Accuracy
 BK1847;SPC TX C     - 3,116,580.    1,314,990.      MT  (+/- 180 meters Scaled)
 BK1847
 BK1847                          SUPERSEDED SURVEY CONTROL
 BK1847
 BK1847  NGVD 29 (??/??/??)   32.513  (m)          106.67   (f) ADJUSTED    1 2
 BK1847
 BK1847.Superseded values are not recommended for survey control.
 BK1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1847.See file dsdata.txt to determine how the superseded data were derived.
 BK1847
 BK1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP118810(NAD 83)
 BK1847_MARKER: DB = BENCH MARK DISK
 BK1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1847_STAMPING: K 90 1932
 BK1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1847+STABILITY: SURFACE MOTION
 BK1847
 BK1847  HISTORY     - Date     Condition        Report By
 BK1847  HISTORY     - 1932     MONUMENTED       CGS
 BK1847  HISTORY     - 1934     MARK NOT FOUND   CGS
 BK1847  HISTORY     - 1978     MARK NOT FOUND   USGS
 BK1847  HISTORY     - 1979     MARK NOT FOUND   NGS
 BK1847
 BK1847                          STATION DESCRIPTION
 BK1847
 BK1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 BK1847'6.8 MI N FROM BESSMAY.
 BK1847'6.8 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BK1847'STATION AT BESSMAY, JASPER COUNTY, 5-3/4 POLES NORTH OF MILE POLE 45,
 BK1847'50 FEET NORTH OF A GATE AT THE CROSSING OF A PRIVATE ROAD, 40 FEET
 BK1847'SOUTH OF A POLE, 30 FEET WEST OF THE TRACK, AND 20 FEET EAST OF A
 BK1847'FENCE LINE.  A STANDARD DISK, STAMPED K 90 1932 AND SET IN THE TOP OF
 BK1847'A CONCRETE POST.
 BK1847
 BK1847                          STATION RECOVERY (1934)
 BK1847
 BK1847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BK1847'MARK NOT FOUND.
 BK1847
 BK1847                          STATION RECOVERY (1978)
 BK1847
 BK1847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BK1847'MARK NOT FOUND.
 BK1847
 BK1847                          STATION RECOVERY (1979)
 BK1847
 BK1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0213 ***********************************************************************
 BL0213  DESIGNATION -  K 901
 BL0213  PID         -  BL0213
 BL0213  STATE/COUNTY-  TX/JEFFERSON
 BL0213  USGS QUAD   -  BEAUMONT WEST (1994)
 BL0213
 BL0213                         *CURRENT SURVEY CONTROL
 BL0213  ___________________________________________________________________
 BL0213* NAD 83(1986)-  30 03 38.     (N)    094 14 33.     (W)     SCALED    
 BL0213* NAVD 88     -        11.178  (meters)      36.67   (feet)  ADJUSTED  
 BL0213  ___________________________________________________________________
 BL0213  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0213  DYNAMIC HT  -          11.163 (meters)      36.62  (feet)  COMP
 BL0213  MODELED GRAV-     979,306.3   (mgal)                       NAVD 88
 BL0213
 BL0213  VERT ORDER  -  FIRST     CLASS I
 BL0213
 BL0213.The horizontal coordinates were scaled from a topographic map and have
 BL0213.an estimated accuracy of +/- 6 seconds.
 BL0213
 BL0213.The orthometric height was determined by differential leveling
 BL0213.and adjusted by the National Geodetic Survey in June 1991..
 BL0213
 BL0213.The geoid height was determined by GEOID03.
 BL0213
 BL0213.The dynamic height is computed by dividing the NAVD 88
 BL0213.geopotential number by the normal gravity value computed on the
 BL0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0213.degrees latitude (g = 980.6199 gals.).
 BL0213
 BL0213.The modeled gravity was interpolated from observed gravity values.
 BL0213
 BL0213;                    North         East    Units  Estimated Accuracy
 BL0213;SPC TXSC     - 4,256,170.    1,058,600.      MT  (+/- 180 meters Scaled)
 BL0213
 BL0213                          SUPERSEDED SURVEY CONTROL
 BL0213
 BL0213  NGVD 29 (??/??/92)   11.196  (m)           36.73   (f) ADJ UNCH    1 1
 BL0213
 BL0213.Superseded values are not recommended for survey control.
 BL0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0213.See file dsdata.txt to determine how the superseded data were derived.
 BL0213
 BL0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP802261(NAD 83)
 BL0213_MARKER: DB = BENCH MARK DISK
 BL0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0213_SP_SET: BRIDGE
 BL0213_STAMPING: K 901 1944
 BL0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0213+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2004
 BL0213
 BL0213  HISTORY     - Date     Condition        Report By
 BL0213  HISTORY     - 1944     MONUMENTED       CGS
 BL0213  HISTORY     - 1972     GOOD             NGS
 BL0213  HISTORY     - 1984     GOOD             USPSQD
 BL0213  HISTORY     - 19870815 GOOD             USPSQD
 BL0213  HISTORY     - 1988     GOOD             USPSQD
 BL0213  HISTORY     - 1988     GOOD             USPSQD
 BL0213  HISTORY     - 1989     GOOD             USPSQD
 BL0213  HISTORY     - 1990     GOOD             USPSQD
 BL0213  HISTORY     - 19900207 GOOD             USPSQD
 BL0213  HISTORY     - 19940805 GOOD             USPSQD
 BL0213  HISTORY     - 20001231 GOOD             NGS
 BL0213  HISTORY     - 20010331 GOOD             NGS
 BL0213  HISTORY     - 20020918 GOOD             USPSQD
 BL0213  HISTORY     - 20041031 GOOD             USPSQD
 BL0213
 BL0213                          STATION DESCRIPTION
 BL0213
 BL0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0213'3.2 MI W FROM AMELIA.
 BL0213'AT AMELIA, ABOUT 3.2 MILES WEST ALONG US HIGHWAY 90 FROM THE
 BL0213'INTERSECTION OF STATE HIGHWAY 364, SET IN THE TOP OF THE WINGWALL AT
 BL0213'THE NORTHWEST CORNER OF A 20-FOOT CONCRETE BRIDGE OVER THE GALLIER
 BL0213'CANAL AND UNDER THE WESTBOUND LANE OF THE HIGHWAY, 22.4 FEET NORTH OF
 BL0213'THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, AND ABOUT LEVEL
 BL0213'WITH THE HIGHWAY.
 BL0213
 BL0213                          STATION RECOVERY (1984)
 BL0213
 BL0213'RECOVERY NOTE BY US POWER SQUADRON 1984
 BL0213'RECOVERED IN GOOD CONDITION.
 BL0213
 BL0213                          STATION RECOVERY (1987)
 BL0213
 BL0213'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0213'RECOVERED IN GOOD CONDITION.
 BL0213
 BL0213                          STATION RECOVERY (1988)
 BL0213
 BL0213'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0213'RECOVERED IN GOOD CONDITION.
 BL0213
 BL0213                          STATION RECOVERY (1988)
 BL0213
 BL0213'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 BL0213'RECOVERED IN GOOD CONDITION.
 BL0213
 BL0213                          STATION RECOVERY (1989)
 BL0213
 BL0213'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0213'RECOVERED IN GOOD CONDITION.
 BL0213
 BL0213                          STATION RECOVERY (1990)
 BL0213
 BL0213'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0213'RECOVERED IN GOOD CONDITION.
 BL0213
 BL0213                          STATION RECOVERY (1990)
 BL0213
 BL0213'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0213'RECOVERED IN GOOD CONDITION.
 BL0213
 BL0213                          STATION RECOVERY (1994)
 BL0213
 BL0213'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0213'RECOVERED IN GOOD CONDITION.
 BL0213
 BL0213                          STATION RECOVERY (2000)
 BL0213
 BL0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 BL0213'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0213
 BL0213                          STATION RECOVERY (2001)
 BL0213
 BL0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0213'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0213
 BL0213                          STATION RECOVERY (2002)
 BL0213
 BL0213'RECOVERY NOTE BY US POWER SQUADRON 2002 (EJB)
 BL0213'RECOVERED IN GOOD CONDITION.
 BL0213
 BL0213                          STATION RECOVERY (2004)
 BL0213
 BL0213'RECOVERY NOTE BY US POWER SQUADRON 2004 (EJB)
 BL0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0509 ***********************************************************************
 DN0509  DESIGNATION -  K 902
 DN0509  PID         -  DN0509
 DN0509  STATE/COUNTY-  TX/GRAYSON
 DN0509  USGS QUAD   -  SHERMAN (1974)
 DN0509
 DN0509                         *CURRENT SURVEY CONTROL
 DN0509  ___________________________________________________________________
 DN0509* NAD 83(1986)-  33 37 38.     (N)    096 35 07.     (W)     SCALED    
 DN0509* NAVD 88     -       225.025  (meters)     738.27   (feet)  ADJUSTED  
 DN0509  ___________________________________________________________________
 DN0509  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DN0509  DYNAMIC HT  -         224.783 (meters)     737.48  (feet)  COMP
 DN0509  MODELED GRAV-     979,556.1   (mgal)                       NAVD 88
 DN0509
 DN0509  VERT ORDER  -  SECOND    CLASS 0
 DN0509
 DN0509.This mark is at Sherman Muni (SWI) Airport (SWI)
 DN0509
 DN0509.The horizontal coordinates were scaled from a topographic map and have
 DN0509.an estimated accuracy of +/- 6 seconds.
 DN0509
 DN0509.The orthometric height was determined by differential leveling
 DN0509.and adjusted by the National Geodetic Survey in June 1991..
 DN0509
 DN0509.The geoid height was determined by GEOID03.
 DN0509
 DN0509.The dynamic height is computed by dividing the NAVD 88
 DN0509.geopotential number by the normal gravity value computed on the
 DN0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0509.degrees latitude (g = 980.6199 gals.).
 DN0509
 DN0509.The modeled gravity was interpolated from observed gravity values.
 DN0509
 DN0509;                    North         East    Units  Estimated Accuracy
 DN0509;SPC TXNC     - 2,219,030.      777,640.      MT  (+/- 180 meters Scaled)
 DN0509
 DN0509                          SUPERSEDED SURVEY CONTROL
 DN0509
 DN0509  NGVD 29 (??/??/92)  225.005  (m)          738.20   (f) ADJ UNCH    2 0
 DN0509
 DN0509.Superseded values are not recommended for survey control.
 DN0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0509.See file dsdata.txt to determine how the superseded data were derived.
 DN0509
 DN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC239234(NAD 83)
 DN0509_MARKER: DB = BENCH MARK DISK
 DN0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0509_STAMPING: K 902 1945
 DN0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0509+STABILITY: SURFACE MOTION
 DN0509
 DN0509  HISTORY     - Date     Condition        Report By
 DN0509  HISTORY     - 1945     MONUMENTED       CGS
 DN0509  HISTORY     - 1952     GOOD             NGS
 DN0509
 DN0509                          STATION DESCRIPTION
 DN0509
 DN0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0509'2.0 MI SE FROM SHERMAN.
 DN0509'0.6 MILE SOUTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0509'FROM THE UNION STATION AT SHERMAN, THENCE 0.7 MILE EAST ALONG ODNEAL
 DN0509'STREET, THENCE 0.1 MILE SOUTH ALONG LOVING AVENUE, THENCE 0.2 MILE
 DN0509'EAST ALONG THOMAS AVENUE, THENCE 0.4 MILE SOUTH ALONG THE AIRPORT
 DN0509'ROAD, 35 FEET EAST OF THE SOUTHEAST CORNER OF THE MUNICIPAL BUILDING,
 DN0509'29 FEET WEST OF THE CENTER LINE OF THE AIRPORT ROAD, 20 FEET NORTH OF
 DN0509'THE CENTER LINE OF THE ENTRANCE DRIVEWAY, 66 FEET NORTH OF THE
 DN0509'NORTHEAST CORNER OF THE SOUTH HANGAR, 3 FEET NORTH OF A WITNESS POST,
 DN0509'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 DN0509'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0353 ***********************************************************************
 DO0353  DESIGNATION -  K 903
 DO0353  PID         -  DO0353
 DO0353  STATE/COUNTY-  TX/WICHITA
 DO0353  USGS QUAD   -  WICHITA FALLS WEST (1972)
 DO0353
 DO0353                         *CURRENT SURVEY CONTROL
 DO0353  ___________________________________________________________________
 DO0353* NAD 83(1986)-  33 59 58.     (N)    098 32 47.     (W)     SCALED    
 DO0353* NAVD 88     -       316.646  (meters)    1038.86   (feet)  ADJUSTED  
 DO0353  ___________________________________________________________________
 DO0353  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DO0353  DYNAMIC HT  -         316.301 (meters)    1037.73  (feet)  COMP
 DO0353  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 DO0353
 DO0353  VERT ORDER  -  SECOND    CLASS 0
 DO0353
 DO0353.The horizontal coordinates were scaled from a topographic map and have
 DO0353.an estimated accuracy of +/- 6 seconds.
 DO0353
 DO0353.The orthometric height was determined by differential leveling
 DO0353.and adjusted by the National Geodetic Survey in June 1991..
 DO0353
 DO0353.The geoid height was determined by GEOID03.
 DO0353
 DO0353.The dynamic height is computed by dividing the NAVD 88
 DO0353.geopotential number by the normal gravity value computed on the
 DO0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0353.degrees latitude (g = 980.6199 gals.).
 DO0353
 DO0353.The modeled gravity was interpolated from observed gravity values.
 DO0353
 DO0353;                    North         East    Units  Estimated Accuracy
 DO0353;SPC TXNC     - 2,258,700.      595,710.      MT  (+/- 180 meters Scaled)
 DO0353
 DO0353                          SUPERSEDED SURVEY CONTROL
 DO0353
 DO0353  NGVD 29 (??/??/92)  316.539  (m)         1038.51   (f) ADJ UNCH    2 0
 DO0353
 DO0353.Superseded values are not recommended for survey control.
 DO0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0353.See file dsdata.txt to determine how the superseded data were derived.
 DO0353
 DO0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC418621(NAD 83)
 DO0353_MARKER: DB = BENCH MARK DISK
 DO0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0353_SP_SET: CULVERT
 DO0353_STAMPING: K 903 1945
 DO0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0353
 DO0353  HISTORY     - Date     Condition        Report By
 DO0353  HISTORY     - 1945     MONUMENTED       CGS
 DO0353  HISTORY     - 1957     GOOD             NGS
 DO0353  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0353  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0353
 DO0353                          STATION DESCRIPTION
 DO0353
 DO0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DO0353'6.8 MI SE FROM BURKBURNETT.
 DO0353'ABOUT 6.8 MILES SOUTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS
 DO0353'RAILROAD FROM THE HIGH SCHOOL BUILDING BURKBURNETT, ABOUT 0.3 MILE
 DO0353'NORTH OF THE SIGN POST AT BACON, 1 POLE NORTH OF MILE POST 7 AND 65.0
 DO0353'FEET EAST OF THE CENTER LINE OF THE TRACKS, ON TOP OF THE SOUTH END OF
 DO0353'THE WEST HEADWALL OF A 6 X 12 FT. CONCRETE CULVERT ON A GRAVELED ROAD
 DO0353'PARALLELING TRACKS.  AN IRON DISK STAMPED K 903 1945 SET IN A DRILL
 DO0353'HOLE IN CONCRETE.
 DO0353
 DO0353                          STATION RECOVERY (1957)
 DO0353
 DO0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0353'RECOVERED IN GOOD CONDITION.
 DO0353
 DO0353                          STATION RECOVERY (1984)
 DO0353
 DO0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0353'MARK NOT FOUND.
 DO0353
 DO0353                          STATION RECOVERY (2001)
 DO0353
 DO0353'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLC)
 DO0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0289 ***********************************************************************
 CC0289  DESIGNATION -  K 904
 CC0289  PID         -  CC0289
 CC0289  STATE/COUNTY-  TX/WINKLER
 CC0289  USGS QUAD   -  WINK NORTH (1970)
 CC0289
 CC0289                         *CURRENT SURVEY CONTROL
 CC0289  ___________________________________________________________________
 CC0289* NAD 83(1986)-  31 45 16.     (N)    103 09 09.     (W)     SCALED    
 CC0289* NAVD 88     -       851.951  (meters)    2795.11   (feet)  ADJUSTED  
 CC0289  ___________________________________________________________________
 CC0289  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CC0289  DYNAMIC HT  -         850.745 (meters)    2791.15  (feet)  COMP
 CC0289  MODELED GRAV-     979,195.2   (mgal)                       NAVD 88
 CC0289
 CC0289  VERT ORDER  -  SECOND    CLASS 0
 CC0289
 CC0289.The horizontal coordinates were scaled from a topographic map and have
 CC0289.an estimated accuracy of +/- 6 seconds.
 CC0289
 CC0289.The orthometric height was determined by differential leveling
 CC0289.and adjusted by the National Geodetic Survey in June 1991..
 CC0289
 CC0289.The geoid height was determined by GEOID03.
 CC0289
 CC0289.The dynamic height is computed by dividing the NAVD 88
 CC0289.geopotential number by the normal gravity value computed on the
 CC0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0289.degrees latitude (g = 980.6199 gals.).
 CC0289
 CC0289.The modeled gravity was interpolated from observed gravity values.
 CC0289
 CC0289;                    North         East    Units  Estimated Accuracy
 CC0289;SPC TX C     - 3,234,830.      432,940.      MT  (+/- 180 meters Scaled)
 CC0289
 CC0289                          SUPERSEDED SURVEY CONTROL
 CC0289
 CC0289  NGVD 29 (??/??/92)  851.576  (m)         2793.88   (f) ADJ UNCH    2 0
 CC0289
 CC0289.Superseded values are not recommended for survey control.
 CC0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0289.See file dsdata.txt to determine how the superseded data were derived.
 CC0289
 CC0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR749147(NAD 83)
 CC0289_MARKER: DB = BENCH MARK DISK
 CC0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0289_SP_SET: BUILDING
 CC0289_STAMPING: K 904 1945
 CC0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CC0289+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2003
 CC0289
 CC0289  HISTORY     - Date     Condition        Report By
 CC0289  HISTORY     - 1945     MONUMENTED       CGS
 CC0289  HISTORY     - 20030905 GOOD             INDIV
 CC0289
 CC0289                          STATION DESCRIPTION
 CC0289
 CC0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CC0289'IN WINK.
 CC0289'AT WINK, IN THE WEST FACE AT THE SOUTHWEST CORNER OF THE WINK HIGH
 CC0289'SCHOOL BUILDING, 3.1 FEET NORTH OF THE SOUTHWEST CORNER OF BUILDING
 CC0289'AND 3.2 FEET ABOVE GROUND.  A BRONZE DISK STAMPED K 904 1945 SET
 CC0289'VERTICALLY IN A DRILL HOLE IN BRICK WALL.
 CC0289
 CC0289                          STATION RECOVERY (2003)
 CC0289
 CC0289'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CC0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0265 ***********************************************************************
 CC0265  DESIGNATION -  K 905
 CC0265  PID         -  CC0265
 CC0265  STATE/COUNTY-  TX/WARD
 CC0265  USGS QUAD   -  PYOTE WEST (1981)
 CC0265
 CC0265                         *CURRENT SURVEY CONTROL
 CC0265  ___________________________________________________________________
 CC0265* NAD 83(1986)-  31 30 35.     (N)    103 08 24.     (W)     SCALED    
 CC0265* NAVD 88     -       793.155  (meters)    2602.21   (feet)  ADJUSTED  
 CC0265  ___________________________________________________________________
 CC0265  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CC0265  DYNAMIC HT  -         792.024 (meters)    2598.50  (feet)  COMP
 CC0265  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 CC0265
 CC0265  VERT ORDER  -  FIRST     CLASS II
 CC0265
 CC0265.The horizontal coordinates were scaled from a topographic map and have
 CC0265.an estimated accuracy of +/- 6 seconds.
 CC0265
 CC0265.The orthometric height was determined by differential leveling
 CC0265.and adjusted by the National Geodetic Survey in June 1991..
 CC0265
 CC0265.The geoid height was determined by GEOID03.
 CC0265
 CC0265.The dynamic height is computed by dividing the NAVD 88
 CC0265.geopotential number by the normal gravity value computed on the
 CC0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0265.degrees latitude (g = 980.6199 gals.).
 CC0265
 CC0265.The modeled gravity was interpolated from observed gravity values.
 CC0265
 CC0265;                    North         East    Units  Estimated Accuracy
 CC0265;SPC TX C     - 3,207,680.      433,440.      MT  (+/- 180 meters Scaled)
 CC0265
 CC0265                          SUPERSEDED SURVEY CONTROL
 CC0265
 CC0265  NGVD 29 (??/??/92)  792.839  (m)         2601.17   (f) ADJ UNCH    1 2
 CC0265
 CC0265.Superseded values are not recommended for survey control.
 CC0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0265.See file dsdata.txt to determine how the superseded data were derived.
 CC0265
 CC0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ766875(NAD 83)
 CC0265_MARKER: DB = BENCH MARK DISK
 CC0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0265_SP_SET: FOUNDATION
 CC0265_STAMPING: K 905 1945
 CC0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0265
 CC0265  HISTORY     - Date     Condition        Report By
 CC0265  HISTORY     - 1945     MONUMENTED       CGS
 CC0265  HISTORY     - 1956     GOOD             NGS
 CC0265  HISTORY     - 1981     MARK NOT FOUND   NGS
 CC0265
 CC0265                          STATION DESCRIPTION
 CC0265
 CC0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0265'1.8 MI S FROM PYOTE.
 CC0265'0.3 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0265'STATION AT PYOTE TO THE MAIN ENTRANCE TO PYOTE AIR FORCE BASE, THENCE
 CC0265'0.8 MILE SOUTH ALONG 5TH STREET, THENCE 0.7 MILE SOUTH ACROSS A
 CC0265'CONCRETE RUNWAY, 0.6 MILE SOUTHWEST OF THE CONTROL TOWER, SET IN THE
 CC0265'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE WIND
 CC0265'TEE, FLUSH WITH THE GROUND.
 CC0265
 CC0265                          STATION RECOVERY (1981)
 CC0265
 CC0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0984 ***********************************************************************
 CS0984  DESIGNATION -  K 906 RESET 1951
 CS0984  PID         -  CS0984
 CS0984  STATE/COUNTY-  TX/ELLIS
 CS0984  USGS QUAD   -  BOZ (1978)
 CS0984
 CS0984                         *CURRENT SURVEY CONTROL
 CS0984  ___________________________________________________________________
 CS0984* NAD 83(1986)-  32 22 13.     (N)    096 55 39.     (W)     SCALED    
 CS0984* NAVD 88     -       219.54   (meters)     720.3    (feet)  RESET     
 CS0984  ___________________________________________________________________
 CS0984  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CS0984
 CS0984  VERT ORDER  -  THIRD
 CS0984
 CS0984.The horizontal coordinates were scaled from a topographic map and have
 CS0984.an estimated accuracy of +/- 6 seconds.
 CS0984
 CS0984.The orthometric height was computed from unverified reset data.
 CS0984
 CS0984.The geoid height was determined by GEOID03.
 CS0984
 CS0984;                    North         East    Units  Estimated Accuracy
 CS0984;SPC TXNC     - 2,079,130.      747,980.      MT  (+/- 180 meters Scaled)
 CS0984
 CS0984                          SUPERSEDED SURVEY CONTROL
 CS0984
 CS0984.No superseded survey control is available for this station.
 CS0984
 CS0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA949833(NAD 83)
 CS0984_MARKER: DB = BENCH MARK DISK
 CS0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0984_STAMPING: K 906 RESET 1951
 CS0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0984+STABILITY: SURFACE MOTION
 CS0984
 CS0984  HISTORY     - Date     Condition        Report By
 CS0984  HISTORY     - 1951     MONUMENTED       CGS
 CS0984  HISTORY     - 1959     POOR             USGS
 CS0984
 CS0984                          STATION DESCRIPTION
 CS0984
 CS0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS0984'5.1 MI SW FROM WAXAHACHIE.
 CS0984'TO REACH FROM THE COURT HOUSE IN WAXAHACHIE, GO SOUTHWEST ON FARM TO
 CS0984'MARKET ROAD 1446, 5.1 MILES TO THE SITE OF THE MARK.  IT IS ABOUT 14
 CS0984'YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, 18 INCHES NORTH OF THE
 CS0984'FIRST POWER POLE EAST OF A SMALL FARM HOUSE, IN THE APPROXIMATE RIGHT
 CS0984'OF WAY LINE AND IN THE SOUTH EDGE OF A CULTIVATED FIELD.  IT IS A
 CS0984'STANDARD DISK STAMPED K 906 RESET 1951, SET IN THE TOP OF A CONCRETE
 CS0984'POST WHICH IS SET IN AND SURROUNDED BY A CONCRETE MONUMENT.  THE MARK
 CS0984'PROJECTS ABOUT 4 INCHES.
 CS0984
 CS0984                          STATION RECOVERY (1959)
 CS0984
 CS0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CS0984'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2091 ***********************************************************************
 CS2091  DESIGNATION -  K 907 RESET 1956
 CS2091  PID         -  CS2091
 CS2091  STATE/COUNTY-  TX/ELLIS
 CS2091  USGS QUAD   -  VENUS (1978)
 CS2091
 CS2091                         *CURRENT SURVEY CONTROL
 CS2091  ___________________________________________________________________
 CS2091* NAD 83(1986)-  32 23 52.     (N)    097 04 43.     (W)     SCALED    
 CS2091* NAVD 88     -       198.33   (meters)     650.7    (feet)  RESET     
 CS2091  ___________________________________________________________________
 CS2091  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CS2091
 CS2091  VERT ORDER  -  THIRD
 CS2091
 CS2091.The horizontal coordinates were scaled from a topographic map and have
 CS2091.an estimated accuracy of +/- 6 seconds.
 CS2091
 CS2091.The orthometric height was computed from unverified reset data.
 CS2091
 CS2091.The geoid height was determined by GEOID03.
 CS2091
 CS2091;                    North         East    Units  Estimated Accuracy
 CS2091;SPC TXNC     - 2,081,980.      733,720.      MT  (+/- 180 meters Scaled)
 CS2091
 CS2091                          SUPERSEDED SURVEY CONTROL
 CS2091
 CS2091.No superseded survey control is available for this station.
 CS2091
 CS2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA807861(NAD 83)
 CS2091_MARKER: DB = BENCH MARK DISK
 CS2091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2091_SP_SET: MONUMENT
 CS2091_STAMPING: K 907 RESET 1956
 CS2091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2091
 CS2091  HISTORY     - Date     Condition        Report By
 CS2091  HISTORY     - 1956     MONUMENTED       CGS
 CS2091
 CS2091                          STATION DESCRIPTION
 CS2091
 CS2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CS2091'3.1 MI SE FROM VENUS.
 CS2091'IN ELLIS COUNTY, 3.1 MILES SOUTHEAST ALONG F.M.HIGHWAY NO.157 FROM THE
 CS2091'POST OFFICE AT VENUS, JOHNSON COUNTY, 1 FOOT WEST OF THE WEST
 CS2091'RIGHT-OF-WAY FENCE AND 3 FEET NORTH OF A FENCE CORNER AND GATE POST,
 CS2091'45 FEET NORTH OF THE NORTH SIDE OF AN OLD HOUSE AND 0.1 MILE NORTH OF
 CS2091'A GRADED ROAD WEST.  A STANDARD DISK STAMPED K 907 RESET 1956 AND SET
 CS2091'IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2131 ***********************************************************************
 BX2131  DESIGNATION -  K 91
 BX2131  PID         -  BX2131
 BX2131  STATE/COUNTY-  TX/JASPER
 BX2131  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2131
 BX2131                         *CURRENT SURVEY CONTROL
 BX2131  ___________________________________________________________________
 BX2131* NAD 83(1986)-  31 08 08.     (N)    093 58 43.     (W)     SCALED    
 BX2131* NAVD 88     -        60.35   (+/-2cm)     198.0    (feet)  VERTCON   
 BX2131  ___________________________________________________________________
 BX2131  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BX2131
 BX2131  VERT ORDER  -  FIRST     CLASS II (See Below)
 BX2131
 BX2131.The horizontal coordinates were scaled from a topographic map and have
 BX2131.an estimated accuracy of +/- 6 seconds.
 BX2131
 BX2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2131.The vertical order pertains to the NGVD 29 superseded value.
 BX2131
 BX2131.The geoid height was determined by GEOID03.
 BX2131
 BX2131;                    North         East    Units  Estimated Accuracy
 BX2131;SPC TX C     - 3,180,140.    1,305,640.      MT  (+/- 180 meters Scaled)
 BX2131
 BX2131                          SUPERSEDED SURVEY CONTROL
 BX2131
 BX2131  NGVD 29 (??/??/??)   60.356  (m)          198.02   (f) ADJUSTED    1 2
 BX2131
 BX2131.Superseded values are not recommended for survey control.
 BX2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2131.See file dsdata.txt to determine how the superseded data were derived.
 BX2131
 BX2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ067450(NAD 83)
 BX2131_MARKER: DB = BENCH MARK DISK
 BX2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BX2131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BX2131_STAMPING: K 91 1932 198.018
 BX2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BX2131+STABILITY: SURFACE MOTION
 BX2131
 BX2131  HISTORY     - Date     Condition        Report By
 BX2131  HISTORY     - 1932     MONUMENTED       CGS
 BX2131  HISTORY     - 1952     GOOD             CGS
 BX2131  HISTORY     - 1979     MARK NOT FOUND   USGS
 BX2131
 BX2131                          STATION DESCRIPTION
 BX2131
 BX2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2131'1.55 MI SE FROM BROOKELAND.
 BX2131'1.55 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 BX2131'FROM THE STATION AT BROOKELAND, 6 POLES NORTHWEST OF MILEPOST 89, 140
 BX2131'YARDS SOUTHEAST OF AN ABANDONED ROAD CROSSING, 102 FEET NORTHEAST OF A
 BX2131'TELEPHONE POLE, 96.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT
 BX2131'SOUTHWEST OF A FENCE, 1.4 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 BX2131'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BX2131
 BX2131                          STATION RECOVERY (1979)
 BX2131
 BX2131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BX2131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1606 ***********************************************************************
 CS1606  DESIGNATION -  K 910
 CS1606  PID         -  CS1606
 CS1606  STATE/COUNTY-  TX/TARRANT
 CS1606  USGS QUAD   -  LAKE WORTH (1982)
 CS1606
 CS1606                         *CURRENT SURVEY CONTROL
 CS1606  ___________________________________________________________________
 CS1606* NAD 83(1993)-  32 46 35.82908(N)    097 25 53.49042(W)     ADJUSTED  
 CS1606* NAVD 88     -       187.364  (meters)     614.71   (feet)  POSTED    
 CS1606  ___________________________________________________________________
 CS1606  X           -    -694,311.494 (meters)                     COMP
 CS1606  Y           -  -5,322,969.931 (meters)                     COMP
 CS1606  Z           -   3,433,241.877 (meters)                     COMP
 CS1606  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CS1606  ELLIP HEIGHT-         159.37  (meters)          (07/02/01) GPS OBS
 CS1606  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CS1606  DYNAMIC HT  -         187.140 (meters)     613.98  (feet)  COMP
 CS1606  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 CS1606
 CS1606  HORZ ORDER  -  THIRD
 CS1606  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CS1606  ELLP ORDER  -  FOURTH    CLASS II
 CS1606
 CS1606.The horizontal coordinates were established by GPS observations
 CS1606.and adjusted by the National Geodetic Survey in September 1996..
 CS1606
 CS1606.The orthometric height was determined by differential leveling
 CS1606.and adjusted by the National Geodetic Survey in 1992..
 CS1606.No vertical observational check was made to the station.
 CS1606.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CS1606.was located on a no-check spur therefore a value was not computed.
 CS1606
 CS1606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CS1606
 CS1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1606
 CS1606.The ellipsoidal height was determined by GPS observations
 CS1606.and is referenced to NAD 83.
 CS1606
 CS1606.The geoid height was determined by GEOID03.
 CS1606
 CS1606.The dynamic height is computed by dividing the NAVD 88
 CS1606.geopotential number by the normal gravity value computed on the
 CS1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1606.degrees latitude (g = 980.6199 gals.).
 CS1606
 CS1606.The modeled gravity was interpolated from observed gravity values.
 CS1606
 CS1606;                    North         East     Units Scale Factor Converg.
 CS1606;SPC TXNC     - 2,123,591.454   700,089.942   MT  0.99988407   +0 34 57.9
 CS1606;SPC TXNC     - 6,967,149.63  2,296,878.42   sFT  0.99988407   +0 34 57.9
 CS1606;UTM  14      - 3,627,612.028   646,896.146   MT  0.99986608   +0 50 57.4
 CS1606
 CS1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1606!SPC TXNC     -   0.99997498  x   0.99988407  =   0.99985905
 CS1606!UTM  14      -   0.99997498  x   0.99986608  =   0.99984106
 CS1606
 CS1606                          SUPERSEDED SURVEY CONTROL
 CS1606
 CS1606  ELLIP H (09/11/96)  159.45   (m)                       GP(       ) 4 2
 CS1606  NGVD 29 (??/??/92)  187.365  (m)          614.71   (f) ADJ UNCH    1 2
 CS1606
 CS1606.Superseded values are not recommended for survey control.
 CS1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1606.See file dsdata.txt to determine how the superseded data were derived.
 CS1606
 CS1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB4689627612(NAD 83)
 CS1606_MARKER: DB = BENCH MARK DISK
 CS1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1606_STAMPING: K 910 1945
 CS1606_MARK LOGO: CGS   
 CS1606_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1606+STABILITY: SURFACE MOTION
 CS1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS1606+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1995
 CS1606
 CS1606  HISTORY     - Date     Condition        Report By
 CS1606  HISTORY     - 1945     MONUMENTED       CGS
 CS1606  HISTORY     - 1948     GOOD             NGS
 CS1606  HISTORY     - 19950922 GOOD             NGS
 CS1606
 CS1606                          STATION DESCRIPTION
 CS1606
 CS1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS1606'IN CARSWELL AFB.
 CS1606'AT CARSWELL AIR FORCE BASE, 100 FEET NORTHWEST OF THE CONTROL TOWER,
 CS1606'30 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FIRE STATION 2, 12
 CS1606'FEET NORTHWEST OF FIRE HYDRANT 30, AND ON THE EAST SIDE OF A RAMP AT
 CS1606'THE INTERSECTION OF THE NORTH AND SOUTH RAMPS, 9 FEET FROM THE SOUTH
 CS1606'RAMP, 6 FEET FROM THE NORTH RAMP, AND 2 FEET SOUTH OF A RED FIRE BOX.
 CS1606'A STANDARD DISK, STAMPED K 910 1945 AND SET IN THE TOP OF A CONCRETE
 CS1606'POST.
 CS1606
 CS1606                          STATION RECOVERY (1995)
 CS1606
 CS1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RAZ)
 CS1606'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1169 ***********************************************************************
 CS1169  DESIGNATION -  K 911
 CS1169  PID         -  CS1169
 CS1169  STATE/COUNTY-  TX/DALLAS
 CS1169  USGS QUAD   -  DALLAS (1981)
 CS1169
 CS1169                         *CURRENT SURVEY CONTROL
 CS1169  ___________________________________________________________________
 CS1169* NAD 83(1986)-  32 51 07.     (N)    096 50 54.     (W)     SCALED    
 CS1169* NAVD 88     -       148.508  (meters)     487.23   (feet)  ADJUSTED  
 CS1169  ___________________________________________________________________
 CS1169  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CS1169  DYNAMIC HT  -         148.340 (meters)     486.68  (feet)  COMP
 CS1169  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 CS1169
 CS1169  VERT ORDER  -  FIRST     CLASS II
 CS1169
 CS1169.This mark is at Dallas-Love Fld (DAL) Airport (DAL)
 CS1169
 CS1169.The horizontal coordinates were scaled from a topographic map and have
 CS1169.an estimated accuracy of +/- 6 seconds.
 CS1169
 CS1169.The orthometric height was determined by differential leveling
 CS1169.and adjusted by the National Geodetic Survey in June 1991..
 CS1169
 CS1169.The geoid height was determined by GEOID03.
 CS1169
 CS1169.The dynamic height is computed by dividing the NAVD 88
 CS1169.geopotential number by the normal gravity value computed on the
 CS1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1169.degrees latitude (g = 980.6199 gals.).
 CS1169
 CS1169.The modeled gravity was interpolated from observed gravity values.
 CS1169
 CS1169;                    North         East    Units  Estimated Accuracy
 CS1169;SPC TXNC     - 2,132,650.      754,590.      MT  (+/- 180 meters Scaled)
 CS1169
 CS1169                          SUPERSEDED SURVEY CONTROL
 CS1169
 CS1169  NGVD 29 (??/??/92)  148.526  (m)          487.29   (f) ADJ UNCH    1 2
 CS1169
 CS1169.Superseded values are not recommended for survey control.
 CS1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1169.See file dsdata.txt to determine how the superseded data were derived.
 CS1169
 CS1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB013369(NAD 83)
 CS1169_MARKER: DD = SURVEY DISK
 CS1169_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CS1169_SP_SET: CONCRETE SLAB
 CS1169_STAMPING: 1 1945
 CS1169_MARK LOGO: CGS   
 CS1169_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CS1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1169
 CS1169  HISTORY     - Date     Condition        Report By
 CS1169  HISTORY     - 1945     MONUMENTED       CGS
 CS1169  HISTORY     - 1973     GOOD             NGS
 CS1169  HISTORY     - 1977     GOOD             NGS
 CS1169  HISTORY     - 1980     GOOD             LOCSUR
 CS1169  HISTORY     - 19910615 GOOD             NGS
 CS1169
 CS1169                          STATION DESCRIPTION
 CS1169
 CS1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CS1169'IN DALLAS.
 CS1169'THE MARK IS LOCATED ON THE NORTHEAST SIDE OF THE FIELD, NORTH EAST OF
 CS1169'TAXIWAY 40, SOUTH OF GATE 24, SOUTH WEST OF A SERVICE ROAD, AND SET IN
 CS1169'A DRILL HOLE IN THE TOP OF A TEN FOOT BY TEN FOOT SLAB OF CONCRETE
 CS1169'WHICH COVERS AN ACCESS TUNNEL TO POWER CABLES BELONGING TO THE FEDRAL
 CS1169'AVIATION ADMINISTRATION.  THE MARK IS IN THE NORTH CORNER OF THE
 CS1169'CONCRETE SLAB.  NOTE-- THE STATION IS WITHIN THE BOUNDRY OF THE AIR
 CS1169'FIELD AT DALLAS LOVE FIELD.  ACCESS TO THE STATION IS CONTROLLED BY
 CS1169'THE DIRECTOR OF AVIATION, CITY OF DALLAS, WHO OFFICE IS AT DALLAS LOVE
 CS1169'FIELD.
 CS1169
 CS1169                          STATION RECOVERY (1977)
 CS1169
 CS1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CS1169'RECOVERED IN GOOD CONDITION.
 CS1169
 CS1169                          STATION RECOVERY (1980)
 CS1169
 CS1169'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 CS1169'RECOVERED IN GOOD CONDITION.
 CS1169
 CS1169                          STATION RECOVERY (1991)
 CS1169
 CS1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CS1169'STATION IS A STANDARD USCGS DISC LOCATED ON THE NORTH SIDE OF THE
 CS1169'FIELD NEAR ASSOCIATED AIR TERMINAL BETWEEN THE SERVICE ROAD AND
 CS1169'TAXIWAY 40.  IT IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 CS1169'CONCRET SLAB 10 FT (3.0 M) X 10 FT (3.0 M) WITH A MANHOLE COVER IN THE
 CS1169'SOUTH END OF THE SLAB.  THE DISC IS SOLID AND IN GOOD CONDITION EXCEPT
 CS1169'PART OF THE STAMPING HAS BEEN RUBBED OUT LEAVING ONLY 1 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0333 ***********************************************************************
 BP0333  DESIGNATION -  K 912
 BP0333  PID         -  BP0333
 BP0333  STATE/COUNTY-  TX/PRESIDIO
 BP0333  USGS QUAD   -  NOPAL (1972)
 BP0333
 BP0333                         *CURRENT SURVEY CONTROL
 BP0333  ___________________________________________________________________
 BP0333* NAD 83(1986)-  30 16 32.     (N)    103 52 50.     (W)     SCALED    
 BP0333* NAVD 88     -      1494.916  (meters)    4904.57   (feet)  ADJUSTED  
 BP0333  ___________________________________________________________________
 BP0333  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BP0333  DYNAMIC HT  -        1492.425 (meters)    4896.40  (feet)  COMP
 BP0333  MODELED GRAV-     978,922.3   (mgal)                       NAVD 88
 BP0333
 BP0333  VERT ORDER  -  FIRST     CLASS II
 BP0333
 BP0333.The horizontal coordinates were scaled from a topographic map and have
 BP0333.an estimated accuracy of +/- 6 seconds.
 BP0333
 BP0333.The orthometric height was determined by differential leveling
 BP0333.and adjusted by the National Geodetic Survey in June 1991..
 BP0333
 BP0333.The geoid height was determined by GEOID03.
 BP0333
 BP0333.The dynamic height is computed by dividing the NAVD 88
 BP0333.geopotential number by the normal gravity value computed on the
 BP0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0333.degrees latitude (g = 980.6199 gals.).
 BP0333
 BP0333.The modeled gravity was interpolated from observed gravity values.
 BP0333
 BP0333;                    North         East    Units  Estimated Accuracy
 BP0333;SPC TXSC     - 4,280,470.      130,540.      MT  (+/- 180 meters Scaled)
 BP0333
 BP0333                          SUPERSEDED SURVEY CONTROL
 BP0333
 BP0333  NGVD 29 (??/??/92) 1494.344  (m)         4902.69   (f) ADJ UNCH    1 2
 BP0333
 BP0333.Superseded values are not recommended for survey control.
 BP0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0333.See file dsdata.txt to determine how the superseded data were derived.
 BP0333
 BP0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP076498(NAD 83)
 BP0333_MARKER: DB = BENCH MARK DISK
 BP0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0333_STAMPING: K 912 1945
 BP0333_MARK LOGO: CGS   
 BP0333_PROJECTION: PROJECTING 15 CENTIMETERS
 BP0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0333+STABILITY: SURFACE MOTION
 BP0333
 BP0333  HISTORY     - Date     Condition        Report By
 BP0333  HISTORY     - 1945     MONUMENTED       CGS
 BP0333  HISTORY     - 1957     GOOD             NGS
 BP0333  HISTORY     - 1981     GOOD             NGS
 BP0333  HISTORY     - 1989     GOOD             USPSQD
 BP0333
 BP0333                          STATION DESCRIPTION
 BP0333
 BP0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0333'9.1 MI E FROM MARFA.
 BP0333'ABOUT 9.1 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0333'STATION AT MARFA, 129 FEET SOUTH-SOUTHWEST OF THE 15TH POLE EAST OF
 BP0333'MILEPOST 624, 166 1/2 FEET SOUTH OF THE SOUTH RAIL, AT THE NORTH
 BP0333'ENTRANCE TO THE MARFA ARMY AIRFIELD WHICH IS NOW ABANDONED, 59 FEET
 BP0333'SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 90, 66 FEET WEST OF THE
 BP0333'CENTER LINE OF THE ASPHALT ENTRANCE TO THE AIRFIELD, 3 FEET WEST OF A
 BP0333'BRACED TELEPHONE POLE, 1 1/2 FEET NORTH OF A FENCE, AND IN THE TOP OF
 BP0333'A CONCRETE POST PROJECTING 8 INCHES.
 BP0333
 BP0333                          STATION RECOVERY (1981)
 BP0333
 BP0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0333'14.0 KM (8.7 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BP0333'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, 0.6 KM (0.35 MI) EAST OF THE
 BP0333'SOUTHERN PACIFIC RAILROAD MILEPOST 624, AT THE NORTH ENTRANCE TO THE
 BP0333'MARFA ARMY AIRFIELD WHICH IS NOW ABANDONED, 14.6 METERS (47.9 FT)
 BP0333'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14.3 METERS (46.9 FT) WEST OF
 BP0333'THE CENTER OF THE ENTRANCE ROAD, 1.8 METERS (5.9 FT) WEST OF THE
 BP0333'NORTHWEST CORNER OF A CONCRETE WALL, 0.9 METER (3.0 FT) WEST OF A
 BP0333'BRACED UTILITY POLE AND 0.5 METER (1.6 FT) NORTH OF A FENCE.
 BP0333'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BP0333'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BP0333
 BP0333                          STATION RECOVERY (1989)
 BP0333
 BP0333'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0574 ***********************************************************************
 CU0574  DESIGNATION -  K 913
 CU0574  PID         -  CU0574
 CU0574  STATE/COUNTY-  TX/HOWARD
 CU0574  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0574
 CU0574                         *CURRENT SURVEY CONTROL
 CU0574  ___________________________________________________________________
 CU0574* NAD 83(1986)-  32 15 44.     (N)    101 27 11.     (W)     SCALED    
 CU0574* NAVD 88     -       732.360  (meters)    2402.75   (feet)  ADJUSTED  
 CU0574  ___________________________________________________________________
 CU0574  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CU0574  DYNAMIC HT  -         731.355 (meters)    2399.45  (feet)  COMP
 CU0574  MODELED GRAV-     979,243.3   (mgal)                       NAVD 88
 CU0574
 CU0574  VERT ORDER  -  FIRST     CLASS II
 CU0574
 CU0574.The horizontal coordinates were scaled from a topographic map and have
 CU0574.an estimated accuracy of +/- 6 seconds.
 CU0574
 CU0574.The orthometric height was determined by differential leveling
 CU0574.and adjusted by the National Geodetic Survey in June 1991..
 CU0574
 CU0574.The geoid height was determined by GEOID03.
 CU0574
 CU0574.The dynamic height is computed by dividing the NAVD 88
 CU0574.geopotential number by the normal gravity value computed on the
 CU0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0574.degrees latitude (g = 980.6199 gals.).
 CU0574
 CU0574.The modeled gravity was interpolated from observed gravity values.
 CU0574
 CU0574;                    North         East    Units  Estimated Accuracy
 CU0574;SPC TXNC     - 2,069,950.      321,800.      MT  (+/- 180 meters Scaled)
 CU0574
 CU0574                          SUPERSEDED SURVEY CONTROL
 CU0574
 CU0574  NGVD 29 (??/??/92)  732.092  (m)         2401.87   (f) ADJ UNCH    1 2
 CU0574
 CU0574.Superseded values are not recommended for survey control.
 CU0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0574.See file dsdata.txt to determine how the superseded data were derived.
 CU0574
 CU0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA689721(NAD 83)
 CU0574_MARKER: DB = BENCH MARK DISK
 CU0574_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0574_SP_SET: 40 FT
 CU0574_STAMPING: K 913 1956
 CU0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0574
 CU0574  HISTORY     - Date     Condition        Report By
 CU0574  HISTORY     - 1956     MONUMENTED       CGS
 CU0574  HISTORY     - 1970     MARK NOT FOUND   USGS
 CU0574
 CU0574                          STATION DESCRIPTION
 CU0574
 CU0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0574'1.5 MI NE FROM BIG SPRING.
 CU0574'1.5 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0574'STATION AT BIG SPRING, AT A ROAD CROSSING, ACROSS THE TRACK FROM A
 CU0574'SALES PAVILION, 47 FEET SOUTHWEST OF THE 4TH POLE NORTHEAST OF
 CU0574'MILEPOST 512, 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 CU0574'TRACK, 159 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 2.2 FEET
 CU0574'SOUTHEAST OF A FENCE, 1.7 FEET SOUTHEAST OF A WITNESS POST, 225 FEET
 CU0574'NORTHEAST OF BENCH MARK J 913, CLAMPED ON THE TOP OF A 1/2 INCH COPPER
 CU0574'COATED STEEL ROD WHICH IS DRIVEN 40 FEET IN THE GROUND, INCASED IN A 6
 CU0574'INCH TILE PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND. NOTE-- ROAD
 CU0574'CONSTR. IN AREA.
 CU0574
 CU0574                          STATION RECOVERY (1970)
 CU0574
 CU0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CU0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1252 ***********************************************************************
 AY1252  DESIGNATION -  K 915
 AY1252  PID         -  AY1252
 AY1252  STATE/COUNTY-  TX/MEDINA
 AY1252  USGS QUAD   -  HONDO (1982)
 AY1252
 AY1252                         *CURRENT SURVEY CONTROL
 AY1252  ___________________________________________________________________
 AY1252* NAD 83(1986)-  29 21 10.     (N)    099 10 02.     (W)     SCALED    
 AY1252* NAVD 88     -       277.851  (meters)     911.58   (feet)  POSTED    
 AY1252  ___________________________________________________________________
 AY1252  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 AY1252  DYNAMIC HT  -         277.450 (meters)     910.27  (feet)  COMP
 AY1252  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 AY1252
 AY1252  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1252
 AY1252.This mark is at Hondo Muni (HDO) Airport (HDO)
 AY1252
 AY1252.The horizontal coordinates were scaled from a topographic map and have
 AY1252.an estimated accuracy of +/- 6 seconds.
 AY1252
 AY1252.The orthometric height was determined by differential leveling
 AY1252.and adjusted by the National Geodetic Survey in 1992..
 AY1252.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1252.rate of 0.0 thru 1.0 mm/km.
 AY1252
 AY1252.The geoid height was determined by GEOID03.
 AY1252
 AY1252.The dynamic height is computed by dividing the NAVD 88
 AY1252.geopotential number by the normal gravity value computed on the
 AY1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1252.degrees latitude (g = 980.6199 gals.).
 AY1252
 AY1252.The modeled gravity was interpolated from observed gravity values.
 AY1252
 AY1252;                    North         East    Units  Estimated Accuracy
 AY1252;SPC TXSC     - 4,168,410.      583,760.      MT  (+/- 180 meters Scaled)
 AY1252
 AY1252                          SUPERSEDED SURVEY CONTROL
 AY1252
 AY1252  NGVD 29 (??/??/92)  277.720  (m)          911.15   (f) ADJ UNCH    1 2
 AY1252
 AY1252.Superseded values are not recommended for survey control.
 AY1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1252.See file dsdata.txt to determine how the superseded data were derived.
 AY1252
 AY1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT837470(NAD 83)
 AY1252_MARKER: DB = BENCH MARK DISK
 AY1252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY1252_SP_SET: PAVEMENT
 AY1252_STAMPING: K 915 1944
 AY1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1252
 AY1252  HISTORY     - Date     Condition        Report By
 AY1252  HISTORY     - 1944     MONUMENTED       CGS
 AY1252  HISTORY     - 1957     GOOD             CGS
 AY1252  HISTORY     - 1988     GOOD             USPSQD
 AY1252  HISTORY     - 1990     GOOD             USPSQD
 AY1252  HISTORY     - 19950502 MARK NOT FOUND   USPSQD
 AY1252  HISTORY     - 19950519 MARK NOT FOUND   USPSQD
 AY1252
 AY1252                          STATION DESCRIPTION
 AY1252
 AY1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1252'2.6 MI NW FROM HONDO.
 AY1252'ABOUT 1.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1252'STATION AT HONDO, THENCE 0.75 MILE NORTH ALONG THE ENTRANCE ROAD TO
 AY1252'HONDO AIR FORCE BASE, THENCE 0.5 MILE WEST ALONG HARPER AVENUE, THENCE
 AY1252'0.25 MILE SOUTH ALONG VANDENBURG STREET, 160 FEET WEST OF THE CENTER
 AY1252'LINE OF VANDENBURG STREET, 77 FEET SOUTH OF THE EXTENDED CENTER LINE
 AY1252'OF DOOLITTLE STREET, 0.7 FOOT NORTH OF THE NORTHEAST CORNER OF THE
 AY1252'MAIN HANGAR AND SET IN THE CONCRETE PAVEMENT.
 AY1252
 AY1252                          STATION RECOVERY (1988)
 AY1252
 AY1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1252'RECOVERED IN GOOD CONDITION.
 AY1252
 AY1252                          STATION RECOVERY (1990)
 AY1252
 AY1252'RECOVERY NOTE BY US POWER SQUADRON 1990 (HLJ)
 AY1252'RECOVERED IN GOOD CONDITION.
 AY1252
 AY1252                          STATION RECOVERY (1995)
 AY1252
 AY1252'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1252'MARK NOT FOUND.
 AY1252
 AY1252                          STATION RECOVERY (1995)
 AY1252
 AY1252'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0766 ***********************************************************************
 AJ0766  DESIGNATION -  K 916
 AJ0766  PID         -  AJ0766
 AJ0766  STATE/COUNTY-  TX/WEBB
 AJ0766  USGS QUAD   -  LAREDO EAST (1980)
 AJ0766
 AJ0766                         *CURRENT SURVEY CONTROL
 AJ0766  ___________________________________________________________________
 AJ0766* NAD 83(1986)-  27 31 49.     (N)    099 29 07.     (W)     SCALED    
 AJ0766* NAVD 88     -       137.881  (meters)     452.36   (feet)  ADJUSTED  
 AJ0766  ___________________________________________________________________
 AJ0766  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AJ0766  DYNAMIC HT  -         137.663 (meters)     451.65  (feet)  COMP
 AJ0766  MODELED GRAV-     979,066.6   (mgal)                       NAVD 88
 AJ0766
 AJ0766  VERT ORDER  -  FIRST     CLASS II
 AJ0766
 AJ0766.The horizontal coordinates were scaled from a topographic map and have
 AJ0766.an estimated accuracy of +/- 6 seconds.
 AJ0766
 AJ0766.The orthometric height was determined by differential leveling
 AJ0766.and adjusted by the National Geodetic Survey in June 1991..
 AJ0766
 AJ0766.The geoid height was determined by GEOID03.
 AJ0766
 AJ0766.The dynamic height is computed by dividing the NAVD 88
 AJ0766.geopotential number by the normal gravity value computed on the
 AJ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0766.degrees latitude (g = 980.6199 gals.).
 AJ0766
 AJ0766.The modeled gravity was interpolated from observed gravity values.
 AJ0766
 AJ0766;                    North         East    Units  Estimated Accuracy
 AJ0766;SPC TX S     - 5,206,860.      202,680.      MT  (+/- 180 meters Scaled)
 AJ0766
 AJ0766                          SUPERSEDED SURVEY CONTROL
 AJ0766
 AJ0766  NGVD 29 (??/??/92)  137.934  (m)          452.54   (f) ADJ UNCH    1 2
 AJ0766
 AJ0766.Superseded values are not recommended for survey control.
 AJ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0766.See file dsdata.txt to determine how the superseded data were derived.
 AJ0766
 AJ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR520452(NAD 83)
 AJ0766_MARKER: DB = BENCH MARK DISK
 AJ0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0766_SP_SET: CULVERT
 AJ0766_STAMPING: K 916 1944
 AJ0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0766
 AJ0766  HISTORY     - Date     Condition        Report By
 AJ0766  HISTORY     - 1944     MONUMENTED       CGS
 AJ0766  HISTORY     - 1957     GOOD             NGS
 AJ0766  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ0766
 AJ0766                          STATION DESCRIPTION
 AJ0766
 AJ0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ0766'2.8 MI NE FROM LAREDO.
 AJ0766'0.2 MILE EAST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AJ0766'LAREDO, THENCE 1.5 MILES NORTH ALONG SAN BERNARDO AVENUE (U.S.
 AJ0766'HIGHWAYS 81 AND 83), THENCE 1.1 MILES EAST ALONG SAUNDERS STREET, 40
 AJ0766'FEET EAST OF THE CENTER LINE OF MCCLELLAN AVENUE, 24 FEET SOUTH OF THE
 AJ0766'CENTER LINE OF SAUNDERS STREET, SET IN THE TOP OF THE CENTER OF THE
 AJ0766'SOUTHWEST WINGWALL OF AN OLD CONCRETE CULVERT.
 AJ0766
 AJ0766                          STATION RECOVERY (2002)
 AJ0766
 AJ0766'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0767 ***********************************************************************
 AJ0767  DESIGNATION -  K 916 RESET
 AJ0767  PID         -  AJ0767
 AJ0767  STATE/COUNTY-  TX/WEBB
 AJ0767  USGS QUAD   -  LAREDO EAST (1980)
 AJ0767
 AJ0767                         *CURRENT SURVEY CONTROL
 AJ0767  ___________________________________________________________________
 AJ0767* NAD 83(1986)-  27 31 49.     (N)    099 29 07.     (W)     SCALED    
 AJ0767* NAVD 88     -       137.97   (+/-2cm)     452.7    (feet)  VERTCON   
 AJ0767  ___________________________________________________________________
 AJ0767  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AJ0767
 AJ0767  VERT ORDER  -  THIRD (See Below)
 AJ0767
 AJ0767.The horizontal coordinates were scaled from a topographic map and have
 AJ0767.an estimated accuracy of +/- 6 seconds.
 AJ0767
 AJ0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ0767.The vertical order pertains to the NGVD 29 superseded value.
 AJ0767
 AJ0767.The geoid height was determined by GEOID03.
 AJ0767
 AJ0767;                    North         East    Units  Estimated Accuracy
 AJ0767;SPC TX S     - 5,206,860.      202,680.      MT  (+/- 180 meters Scaled)
 AJ0767
 AJ0767                          SUPERSEDED SURVEY CONTROL
 AJ0767
 AJ0767  NGVD 29 (??/??/??)  138.01   (m)          452.8    (f) RESET       3  
 AJ0767
 AJ0767.Superseded values are not recommended for survey control.
 AJ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0767.See file dsdata.txt to determine how the superseded data were derived.
 AJ0767
 AJ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR520452(NAD 83)
 AJ0767_MARKER: DB = BENCH MARK DISK
 AJ0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0767_SP_SET: CURB
 AJ0767_STAMPING: K 916 RESET
 AJ0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0767
 AJ0767  HISTORY     - Date     Condition        Report By
 AJ0767  HISTORY     - UNK      MONUMENTED       CGS
 AJ0767  HISTORY     - 1961     GOOD             NGS
 AJ0767  HISTORY     - 20020502 MARK NOT FOUND   USPSQD
 AJ0767
 AJ0767                          STATION DESCRIPTION
 AJ0767
 AJ0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 AJ0767'1.5 MI NE FROM LAREDO.
 AJ0767'ABOUT 1.5 MILES EAST AND NORTH ALONG STREETS AND U.S. HIGHWAY 83 FROM
 AJ0767'THE TEXAS MEXICAN RAILWAY STATION AT LAREDO, WEBB COUNTY, THENCE ABOUT
 AJ0767'1.1 MILES EAST ALONG THE AIRBASE ROAD.  ABOUT 0.8 MILE SOUTH AND WEST
 AJ0767'FROM THE WEST MAIN ENTRANCE TO LAREDO AIR FORCE BASE, AT A CONCRETE
 AJ0767'MONUMENT, BEHIND THE CURB, 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 AJ0767'AT STATION 61+59.58 FLUSH WITH TOP OF CURB.  A STANDARD DISK STAMPED K
 AJ0767'916 RESET.
 AJ0767
 AJ0767                          STATION RECOVERY (2002)
 AJ0767
 AJ0767'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0169 ***********************************************************************
 CB0169  DESIGNATION -  K 917
 CB0169  PID         -  CB0169
 CB0169  STATE/COUNTY-  TX/TOM GREEN
 CB0169  USGS QUAD   -  KNICKERBOCKER (1984)
 CB0169
 CB0169                         *CURRENT SURVEY CONTROL
 CB0169  ___________________________________________________________________
 CB0169* NAD 83(1986)-  31 22 21.     (N)    100 31 41.     (W)     SCALED    
 CB0169* NAVD 88     -       579.296  (meters)    1900.57   (feet)  ADJUSTED  
 CB0169  ___________________________________________________________________
 CB0169  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CB0169  DYNAMIC HT  -         578.499 (meters)    1897.96  (feet)  COMP
 CB0169  MODELED GRAV-     979,246.1   (mgal)                       NAVD 88
 CB0169
 CB0169  VERT ORDER  -  SECOND    CLASS 0
 CB0169
 CB0169.The horizontal coordinates were scaled from a topographic map and have
 CB0169.an estimated accuracy of +/- 6 seconds.
 CB0169
 CB0169.The orthometric height was determined by differential leveling
 CB0169.and adjusted by the National Geodetic Survey in June 1991..
 CB0169
 CB0169.The geoid height was determined by GEOID03.
 CB0169
 CB0169.The dynamic height is computed by dividing the NAVD 88
 CB0169.geopotential number by the normal gravity value computed on the
 CB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0169.degrees latitude (g = 980.6199 gals.).
 CB0169
 CB0169.The modeled gravity was interpolated from observed gravity values.
 CB0169
 CB0169;                    North         East    Units  Estimated Accuracy
 CB0169;SPC TX C     - 3,189,120.      681,480.      MT  (+/- 180 meters Scaled)
 CB0169
 CB0169                          SUPERSEDED SURVEY CONTROL
 CB0169
 CB0169  NGVD 29 (??/??/92)  579.123  (m)         1900.01   (f) ADJ UNCH    2 0
 CB0169
 CB0169.Superseded values are not recommended for survey control.
 CB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0169.See file dsdata.txt to determine how the superseded data were derived.
 CB0169
 CB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV546718(NAD 83)
 CB0169_MARKER: DB = BENCH MARK DISK
 CB0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0169_STAMPING: K-917 1945
 CB0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0169+STABILITY: SURFACE MOTION
 CB0169
 CB0169  HISTORY     - Date     Condition        Report By
 CB0169  HISTORY     - 1945     MONUMENTED       CGS
 CB0169
 CB0169                          STATION DESCRIPTION
 CB0169
 CB0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CB0169'8.6 MI SW FROM SAN ANGELO.
 CB0169'8.6 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILROAD FROM THE
 CB0169'SANTA FE RAILWAY STATION AT SAN ANGELO, 7.1 MILE NORTHEAST OF
 CB0169'TANKERSKY ALONG THE PANHANDLE AND SANTA FE RAILROAD, 0.4 MILE
 CB0169'NORTHEAST ALONG MAIN TRACK AND 0.4 MILE SOUTHEAST ALONG SPUR TRACK TO
 CB0169'THE SAN ANGELO ARMY AIR FIELD FROM MILEPOST 726, 1.3 MILE NORTHWEST OF
 CB0169'SAN ANGELO ARMY AIR FIELD ALONG SPUR TRACK, 36 FEET WEST OF CENTER
 CB0169'LINE OF DIRT ROAD AND RAILWAY CROSSING, 30 FEET NORTH OF CENTER LINE
 CB0169'OF TRACK, 2 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0723 ***********************************************************************
 AH0723  DESIGNATION -  K 919
 AH0723  PID         -  AH0723
 AH0723  STATE/COUNTY-  TX/NUECES
 AH0723  USGS QUAD   -  ROBSTOWN (1975)
 AH0723
 AH0723                         *CURRENT SURVEY CONTROL
 AH0723  ___________________________________________________________________
 AH0723* NAD 83(1986)-  27 47 00.     (N)    097 40 06.     (W)     SCALED    
 AH0723* NAVD 88     -        22.281  (meters)      73.10   (feet)  ADJUSTED  
 AH0723  ___________________________________________________________________
 AH0723  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH0723  DYNAMIC HT  -          22.247 (meters)      72.99  (feet)  COMP
 AH0723  MODELED GRAV-     979,118.3   (mgal)                       NAVD 88
 AH0723
 AH0723  VERT ORDER  -  FIRST     CLASS II
 AH0723
 AH0723.The horizontal coordinates were scaled from a topographic map and have
 AH0723.an estimated accuracy of +/- 6 seconds.
 AH0723
 AH0723.The orthometric height was determined by differential leveling
 AH0723.and adjusted by the National Geodetic Survey in June 1991..
 AH0723.WARNING-Repeat measurements at this control monument indicate possible
 AH0723.vertical movement.
 AH0723
 AH0723.The geoid height was determined by GEOID03.
 AH0723
 AH0723.The dynamic height is computed by dividing the NAVD 88
 AH0723.geopotential number by the normal gravity value computed on the
 AH0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0723.degrees latitude (g = 980.6199 gals.).
 AH0723
 AH0723.The modeled gravity was interpolated from observed gravity values.
 AH0723
 AH0723;                    North         East    Units  Estimated Accuracy
 AH0723;SPC TX S     - 5,234,790.      381,970.      MT  (+/- 180 meters Scaled)
 AH0723
 AH0723                          SUPERSEDED SURVEY CONTROL
 AH0723
 AH0723  NGVD 29 (??/??/92)   22.404  (m)           73.50   (f) ADJ UNCH    1 2
 AH0723
 AH0723.Superseded values are not recommended for survey control.
 AH0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0723.See file dsdata.txt to determine how the superseded data were derived.
 AH0723
 AH0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR312739(NAD 83)
 AH0723_MARKER: DB = BENCH MARK DISK
 AH0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0723_SP_SET: CULVERT
 AH0723_STAMPING: K 919 1945
 AH0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0723
 AH0723  HISTORY     - Date     Condition        Report By
 AH0723  HISTORY     - 1945     MONUMENTED       CGS
 AH0723  HISTORY     - 1951     GOOD             NGS
 AH0723  HISTORY     - 1959     GOOD             NGS
 AH0723  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0723  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0723
 AH0723                          STATION DESCRIPTION
 AH0723
 AH0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0723'0.75 MI SW FROM ROBSTOWN.
 AH0723'0.4 MILE WEST ALONG AVENUE A FROM THE ST. LOUIS, BROWNSVILLE AND
 AH0723'MEXICO RAILROAD STATION AT ROBSTOWN, THENCE 0.35 MILE SOUTH ALONG
 AH0723'LINCOLN AVENUE, AT THE INTERSECTION OF LINCOLN AVENUE AND AIRPORT
 AH0723'ROAD, AT THE SOUTHWEST CORNER OF THE INTERSECTION, SET IN THE TOP OF
 AH0723'THE CENTER OF THE SOUTHWEST HEADWALL OF A TWIN 30 INCH CONCRETE PIPE
 AH0723'CULVERT.
 AH0723
 AH0723                          STATION RECOVERY (1959)
 AH0723
 AH0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0723'RECOVERED IN GOOD CONDITION.
 AH0723
 AH0723                          STATION RECOVERY (1981)
 AH0723
 AH0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0723'HEADWALL NOT FOUND, BELIEVED DESTROYED BY HIGHWAY EQUIPMENT.
 AH0723
 AH0723                          STATION RECOVERY (2001)
 AH0723
 AH0723'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 AH0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0379 ***********************************************************************
 AH0379  DESIGNATION -  K 920
 AH0379  PID         -  AH0379
 AH0379  STATE/COUNTY-  TX/NUECES
 AH0379  USGS QUAD   -  CHAPMAN RANCH (1975)
 AH0379
 AH0379                         *CURRENT SURVEY CONTROL
 AH0379  ___________________________________________________________________
 AH0379* NAD 83(1986)-  27 36 03.     (N)    097 28 12.     (W)     SCALED    
 AH0379* NAVD 88     -         8.830  (meters)      28.97   (feet)  ADJUSTED  
 AH0379  ___________________________________________________________________
 AH0379  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AH0379  DYNAMIC HT  -           8.817 (meters)      28.93  (feet)  COMP
 AH0379  MODELED GRAV-     979,118.8   (mgal)                       NAVD 88
 AH0379
 AH0379  VERT ORDER  -  SECOND    CLASS 0
 AH0379
 AH0379.The horizontal coordinates were scaled from a topographic map and have
 AH0379.an estimated accuracy of +/- 6 seconds.
 AH0379
 AH0379.The orthometric height was determined by differential leveling
 AH0379.and adjusted by the National Geodetic Survey in June 1991..
 AH0379
 AH0379.The geoid height was determined by GEOID03.
 AH0379
 AH0379.The dynamic height is computed by dividing the NAVD 88
 AH0379.geopotential number by the normal gravity value computed on the
 AH0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0379.degrees latitude (g = 980.6199 gals.).
 AH0379
 AH0379.The modeled gravity was interpolated from observed gravity values.
 AH0379
 AH0379;                    North         East    Units  Estimated Accuracy
 AH0379;SPC TX S     - 5,214,710.      401,680.      MT  (+/- 180 meters Scaled)
 AH0379
 AH0379                          SUPERSEDED SURVEY CONTROL
 AH0379
 AH0379  NGVD 29 (??/??/92)    8.982  (m)           29.47   (f) ADJ UNCH    2 0
 AH0379
 AH0379.Superseded values are not recommended for survey control.
 AH0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0379.See file dsdata.txt to determine how the superseded data were derived.
 AH0379
 AH0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR509539(NAD 83)
 AH0379_MARKER: DB = BENCH MARK DISK
 AH0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0379_SP_SET: CULVERT
 AH0379_STAMPING: K 920 1945
 AH0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0379
 AH0379  HISTORY     - Date     Condition        Report By
 AH0379  HISTORY     - 1945     MONUMENTED       CGS
 AH0379  HISTORY     - 1949     GOOD             NGS
 AH0379  HISTORY     - 1966     GOOD             BOR
 AH0379  HISTORY     - 1984     GOOD             USPSQD
 AH0379
 AH0379                          STATION DESCRIPTION
 AH0379
 AH0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0379'1.0 MI W FROM CHAPMAN RANCH.
 AH0379'1.0 MILE WEST ALONG THE PAVED ROAD LEADING TO BISHOP FROM CHAPMAN
 AH0379'RANCH HEADQUARTERS, NUECES COUNTY, THENCE 1.0 MILE NORTH ALONG A PAVED
 AH0379'ROAD.  0.3 MILE EAST OF OUTLYING FIELD 1-B, AT A ROAD INTERSECTION, 75
 AH0379'FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 16 FEET WEST
 AH0379'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AT A LARGE CONCRETE
 AH0379'CULVERT, IN THE TOP OF THE WEST HEAD WALL, AND 9 FEET SOUTH OF THE
 AH0379'NORTH END.  AN IRON DISK, STAMPED K 920 1945.
 AH0379
 AH0379                          STATION RECOVERY (1966)
 AH0379
 AH0379'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1966
 AH0379'RECOVERED IN GOOD CONDITION.
 AH0379
 AH0379                          STATION RECOVERY (1984)
 AH0379
 AH0379'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0234 ***********************************************************************
 DN0234  DESIGNATION -  K 922
 DN0234  PID         -  DN0234
 DN0234  STATE/COUNTY-  TX/COLLIN
 DN0234  USGS QUAD   -  LAVON (1973)
 DN0234
 DN0234                         *CURRENT SURVEY CONTROL
 DN0234  ___________________________________________________________________
 DN0234* NAD 83(1986)-  33 01 55.     (N)    096 24 41.     (W)     SCALED    
 DN0234* NAVD 88     -       161.920  (meters)     531.23   (feet)  ADJUSTED  
 DN0234  ___________________________________________________________________
 DN0234  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DN0234  DYNAMIC HT  -         161.743 (meters)     530.65  (feet)  COMP
 DN0234  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 DN0234
 DN0234  VERT ORDER  -  SECOND    CLASS 0
 DN0234
 DN0234.The horizontal coordinates were scaled from a topographic map and have
 DN0234.an estimated accuracy of +/- 6 seconds.
 DN0234
 DN0234.The orthometric height was determined by differential leveling
 DN0234.and adjusted by the National Geodetic Survey in June 1991..
 DN0234
 DN0234.The geoid height was determined by GEOID03.
 DN0234
 DN0234.The dynamic height is computed by dividing the NAVD 88
 DN0234.geopotential number by the normal gravity value computed on the
 DN0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0234.degrees latitude (g = 980.6199 gals.).
 DN0234
 DN0234.The modeled gravity was interpolated from observed gravity values.
 DN0234
 DN0234;                    North         East    Units  Estimated Accuracy
 DN0234;SPC TXNC     - 2,153,340.      795,080.      MT  (+/- 180 meters Scaled)
 DN0234
 DN0234                          SUPERSEDED SURVEY CONTROL
 DN0234
 DN0234  NGVD 29 (??/??/92)  161.927  (m)          531.26   (f) ADJ UNCH    2 0
 DN0234
 DN0234.Superseded values are not recommended for survey control.
 DN0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0234.See file dsdata.txt to determine how the superseded data were derived.
 DN0234
 DN0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB417578(NAD 83)
 DN0234_MARKER: DB = BENCH MARK DISK
 DN0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0234_STAMPING: K 922 1946
 DN0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0234+STABILITY: SURFACE MOTION
 DN0234
 DN0234  HISTORY     - Date     Condition        Report By
 DN0234  HISTORY     - 1946     MONUMENTED       CGS
 DN0234  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0234
 DN0234                          STATION DESCRIPTION
 DN0234
 DN0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0234'1.2 MI E FROM LAVON.
 DN0234'1.2 MILES EAST ALONG THE ST. LOUIS AND SOUTHWESTERN RAILROAD FROM THE
 DN0234'STATION AT LAVON.  THE MARK IS SET AT A RAILROAD CROSSING AND IN LINE
 DN0234'WITH A ROW OF TELEPHONE POLES.  48 FEET SOUTHWEST OF THE CENTER OF THE
 DN0234'RAILROAD CROSSING, 38.7 FEET SOUTH OF THE SOUTH RAIL 20 FEET WEST OF
 DN0234'THE CENTER LINE OF THE ROAD, 7.7 FEET NORTH OF A FENCE CORNER, 6.5
 DN0234'FEET EAST OF TELEPHONE POLE NUMBER 662, 3.5 FEET EAST OF A WHITE 4 X 4
 DN0234'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0234
 DN0234                          STATION RECOVERY (1994)
 DN0234
 DN0234'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0408 ***********************************************************************
 DN0408  DESIGNATION -  K 923
 DN0408  PID         -  DN0408
 DN0408  STATE/COUNTY-  TX/COLLIN
 DN0408  USGS QUAD   -  PLANO (1973)
 DN0408
 DN0408                         *CURRENT SURVEY CONTROL
 DN0408  ___________________________________________________________________
 DN0408* NAD 83(1986)-  33 03 01.     (N)    096 41 42.     (W)     SCALED    
 DN0408* NAVD 88     -       192.234  (meters)     630.69   (feet)  ADJUSTED  
 DN0408  ___________________________________________________________________
 DN0408  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 DN0408  DYNAMIC HT  -         192.020 (meters)     629.99  (feet)  COMP
 DN0408  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 DN0408
 DN0408  VERT ORDER  -  SECOND    CLASS 0
 DN0408
 DN0408.The horizontal coordinates were scaled from a topographic map and have
 DN0408.an estimated accuracy of +/- 6 seconds.
 DN0408
 DN0408.The orthometric height was determined by differential leveling
 DN0408.and adjusted by the National Geodetic Survey in June 1991..
 DN0408
 DN0408.The geoid height was determined by GEOID03.
 DN0408
 DN0408.The dynamic height is computed by dividing the NAVD 88
 DN0408.geopotential number by the normal gravity value computed on the
 DN0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0408.degrees latitude (g = 980.6199 gals.).
 DN0408
 DN0408.The modeled gravity was interpolated from observed gravity values.
 DN0408
 DN0408;                    North         East    Units  Estimated Accuracy
 DN0408;SPC TXNC     - 2,154,880.      768,560.      MT  (+/- 180 meters Scaled)
 DN0408
 DN0408                          SUPERSEDED SURVEY CONTROL
 DN0408
 DN0408  NGVD 29 (??/??/92)  192.241  (m)          630.71   (f) ADJ UNCH    2 0
 DN0408
 DN0408.Superseded values are not recommended for survey control.
 DN0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0408.See file dsdata.txt to determine how the superseded data were derived.
 DN0408
 DN0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB152592(NAD 83)
 DN0408_MARKER: DB = BENCH MARK DISK
 DN0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0408_STAMPING: K 923 1946
 DN0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0408+STABILITY: SURFACE MOTION
 DN0408
 DN0408  HISTORY     - Date     Condition        Report By
 DN0408  HISTORY     - 1946     MONUMENTED       CGS
 DN0408  HISTORY     - 1960     GOOD             NGS
 DN0408  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 DN0408  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0408
 DN0408                          STATION DESCRIPTION
 DN0408
 DN0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0408'2.3 MI N FROM PLANO.
 DN0408'2.3 MILES NORTH ALONG TEXAS HIGHWAY 5 FROM THE CITY HALL AT PLANO, SET
 DN0408'IN A LINE OF TELEPHONE POLES, 4.3 FEET SOUTH OF A TELEPHONE POLE, 58.4
 DN0408'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 39.1 FEET EAST OF THE EAST
 DN0408'RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 228 FEET WEST OF THE
 DN0408'SOUTHWEST CORNER OF A HOUSE, AND 2.2 FEET SOUTH OF A WHITE WOODEN
 DN0408'WITNESS POST.  A STANDARD DISK, STAMPED K 923 1946 AND SET IN THE TOP
 DN0408'OF A CONCRETE POST.
 DN0408
 DN0408                          STATION RECOVERY (1991)
 DN0408
 DN0408'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0408'MARK NOT FOUND.
 DN0408
 DN0408                          STATION RECOVERY (2005)
 DN0408
 DN0408'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0251 ***********************************************************************
 DN0251  DESIGNATION -  K 925
 DN0251  PID         -  DN0251
 DN0251  STATE/COUNTY-  TX/COLLIN
 DN0251  USGS QUAD   -  LAVON (1973)
 DN0251
 DN0251                         *CURRENT SURVEY CONTROL
 DN0251  ___________________________________________________________________
 DN0251* NAD 83(1986)-  33 04 34.     (N)    096 25 24.     (W)     SCALED    
 DN0251* NAVD 88     -       172.696  (meters)     566.59   (feet)  ADJUSTED  
 DN0251  ___________________________________________________________________
 DN0251  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 DN0251  DYNAMIC HT  -         172.507 (meters)     565.97  (feet)  COMP
 DN0251  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 DN0251
 DN0251  VERT ORDER  -  SECOND    CLASS 0
 DN0251
 DN0251.The horizontal coordinates were scaled from a topographic map and have
 DN0251.an estimated accuracy of +/- 6 seconds.
 DN0251
 DN0251.The orthometric height was determined by differential leveling
 DN0251.and adjusted by the National Geodetic Survey in June 1991..
 DN0251
 DN0251.The geoid height was determined by GEOID03.
 DN0251
 DN0251.The dynamic height is computed by dividing the NAVD 88
 DN0251.geopotential number by the normal gravity value computed on the
 DN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0251.degrees latitude (g = 980.6199 gals.).
 DN0251
 DN0251.The modeled gravity was interpolated from observed gravity values.
 DN0251
 DN0251;                    North         East    Units  Estimated Accuracy
 DN0251;SPC TXNC     - 2,158,210.      793,870.      MT  (+/- 180 meters Scaled)
 DN0251
 DN0251                          SUPERSEDED SURVEY CONTROL
 DN0251
 DN0251  NGVD 29 (??/??/92)  172.707  (m)          566.62   (f) ADJ UNCH    2 0
 DN0251
 DN0251.Superseded values are not recommended for survey control.
 DN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0251.See file dsdata.txt to determine how the superseded data were derived.
 DN0251
 DN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB405626(NAD 83)
 DN0251_MARKER: DB = BENCH MARK DISK
 DN0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0251_STAMPING: K 925 1946
 DN0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0251+STABILITY: SURFACE MOTION
 DN0251
 DN0251  HISTORY     - Date     Condition        Report By
 DN0251  HISTORY     - 1946     MONUMENTED       CGS
 DN0251  HISTORY     - 19940711 MARK NOT FOUND   USPSQD
 DN0251  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0251
 DN0251                          STATION DESCRIPTION
 DN0251
 DN0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0251'3.6 MI N FROM LAVON.
 DN0251'3.6 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE ST. LOUIS AND
 DN0251'SOUTHWESTERN RAILROAD STATION AT LAVON.  THE MARK IS SET AT THE PLACE
 DN0251'WHERE STATE HIGHWAY 78 CROSSES THE GULF, COLORADO AND SANTA FE
 DN0251'RAILROAD.  5 POLES SOUTHWEST OF MILE POST 84, 75.5 FEET SOUTHWEST OF
 DN0251'THE CENTER OF THE RAILROAD CROSSING, 54.5 FEET WEST OF THE CENTER LINE
 DN0251'OF THE HIGHWAY, 46 FEET SOUTH OF THE SOUTH RAIL, 3.8 FEET NORTHEAST OF
 DN0251'THE CORNER OF A WIRE FENCE, 3.5 FEET WEST OF A WHITE 4X4 MARKER POST.
 DN0251'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST.
 DN0251
 DN0251                          STATION RECOVERY (1994)
 DN0251
 DN0251'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0251'MARK NOT FOUND.
 DN0251
 DN0251                          STATION RECOVERY (2005)
 DN0251
 DN0251'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0142 ***********************************************************************
 DN0142  DESIGNATION -  K 926
 DN0142  PID         -  DN0142
 DN0142  STATE/COUNTY-  TX/HUNT
 DN0142  USGS QUAD   -  GREENVILLE SW (1962)
 DN0142
 DN0142                         *CURRENT SURVEY CONTROL
 DN0142  ___________________________________________________________________
 DN0142* NAD 83(1986)-  33 05 45.     (N)    096 10 52.     (W)     SCALED    
 DN0142* NAVD 88     -       160.643  (meters)     527.04   (feet)  ADJUSTED  
 DN0142  ___________________________________________________________________
 DN0142  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 DN0142  DYNAMIC HT  -         160.468 (meters)     526.47  (feet)  COMP
 DN0142  MODELED GRAV-     979,543.3   (mgal)                       NAVD 88
 DN0142
 DN0142  VERT ORDER  -  FIRST     CLASS II
 DN0142
 DN0142.The horizontal coordinates were scaled from a topographic map and have
 DN0142.an estimated accuracy of +/- 6 seconds.
 DN0142
 DN0142.The orthometric height was determined by differential leveling
 DN0142.and adjusted by the National Geodetic Survey in June 1991..
 DN0142
 DN0142.The geoid height was determined by GEOID03.
 DN0142
 DN0142.The dynamic height is computed by dividing the NAVD 88
 DN0142.geopotential number by the normal gravity value computed on the
 DN0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0142.degrees latitude (g = 980.6199 gals.).
 DN0142
 DN0142.The modeled gravity was interpolated from observed gravity values.
 DN0142
 DN0142;                    North         East    Units  Estimated Accuracy
 DN0142;SPC TXNC     - 2,160,870.      816,430.      MT  (+/- 180 meters Scaled)
 DN0142
 DN0142                          SUPERSEDED SURVEY CONTROL
 DN0142
 DN0142  NGVD 29 (??/??/92)  160.633  (m)          527.01   (f) ADJ UNCH    1 2
 DN0142
 DN0142.Superseded values are not recommended for survey control.
 DN0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0142.See file dsdata.txt to determine how the superseded data were derived.
 DN0142
 DN0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB630654(NAD 83)
 DN0142_MARKER: DB = BENCH MARK DISK
 DN0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0142_STAMPING: K 926 1946
 DN0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0142+STABILITY: SURFACE MOTION
 DN0142
 DN0142  HISTORY     - Date     Condition        Report By
 DN0142  HISTORY     - 1946     MONUMENTED       CGS
 DN0142  HISTORY     - 1961     POOR             USGS
 DN0142  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0142  HISTORY     - 19940422 MARK NOT FOUND   USPSQD
 DN0142
 DN0142                          STATION DESCRIPTION
 DN0142
 DN0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0142'3.5 MI NE FROM CADDO MILLS.
 DN0142'3.5 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 DN0142'THE STATION AT CADDO MILLS.  5 POLES SOUTH OF MILE POST 718, 130 FEET
 DN0142'EAST OF THE CENTER LINE OF U.S. HIGHWAY 67, 32.8 FEET WEST OF THE WEST
 DN0142'RAIL, 3.4 FEET SOUTH OF A TELEPHONE POLE, 3 FEET BELOW THE LEVEL OF
 DN0142'THE TRACK, 3 FEET SOUTH OF A WHITE 4X4 MARKER POST.  A BRONZE DISK SET
 DN0142'IN THE TOP OF A CONCRETE POST.  MARK IS STAMPED K 926 1946. NOTE--
 DN0142'MONUMENT IS SLANTED ABOUT 10 DEGREES.
 DN0142
 DN0142                          STATION RECOVERY (1961)
 DN0142
 DN0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DN0142'MARK RECOVERED IN POOR CONDITION.
 DN0142
 DN0142                          STATION RECOVERY (1986)
 DN0142
 DN0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0142'MARK NOT FOUND.
 DN0142
 DN0142                          STATION RECOVERY (1994)
 DN0142
 DN0142'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0393 ***********************************************************************
 DN0393  DESIGNATION -  K 927
 DN0393  PID         -  DN0393
 DN0393  STATE/COUNTY-  TX/COLLIN
 DN0393  USGS QUAD   -  MC KINNEY EAST (1973)
 DN0393
 DN0393                         *CURRENT SURVEY CONTROL
 DN0393  ___________________________________________________________________
 DN0393* NAD 83(1986)-  33 09 57.     (N)    096 32 37.     (W)     SCALED    
 DN0393* NAVD 88     -       164.525  (meters)     539.78   (feet)  ADJUSTED  
 DN0393  ___________________________________________________________________
 DN0393  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 DN0393  DYNAMIC HT  -         164.347 (meters)     539.20  (feet)  COMP
 DN0393  MODELED GRAV-     979,551.3   (mgal)                       NAVD 88
 DN0393
 DN0393  VERT ORDER  -  SECOND    CLASS 0
 DN0393
 DN0393.The horizontal coordinates were scaled from a topographic map and have
 DN0393.an estimated accuracy of +/- 6 seconds.
 DN0393
 DN0393.The orthometric height was determined by differential leveling
 DN0393.and adjusted by the National Geodetic Survey in June 1991..
 DN0393
 DN0393.The geoid height was determined by GEOID03.
 DN0393
 DN0393.The dynamic height is computed by dividing the NAVD 88
 DN0393.geopotential number by the normal gravity value computed on the
 DN0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0393.degrees latitude (g = 980.6199 gals.).
 DN0393
 DN0393.The modeled gravity was interpolated from observed gravity values.
 DN0393
 DN0393;                    North         East    Units  Estimated Accuracy
 DN0393;SPC TXNC     - 2,167,940.      782,460.      MT  (+/- 180 meters Scaled)
 DN0393
 DN0393                          SUPERSEDED SURVEY CONTROL
 DN0393
 DN0393  NGVD 29 (??/??/92)  164.538  (m)          539.82   (f) ADJ UNCH    2 0
 DN0393
 DN0393.Superseded values are not recommended for survey control.
 DN0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0393.See file dsdata.txt to determine how the superseded data were derived.
 DN0393
 DN0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB290723(NAD 83)
 DN0393_MARKER: DB = BENCH MARK DISK
 DN0393_SETTING: 0 = UNSPECIFIED SETTING
 DN0393_STAMPING: K 927 1946
 DN0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0393
 DN0393  HISTORY     - Date     Condition        Report By
 DN0393  HISTORY     - 1946     MONUMENTED       CGS
 DN0393  HISTORY     - 1954     GOOD             NGS
 DN0393  HISTORY     - 1960     MARK NOT FOUND   USGS
 DN0393  HISTORY     - 19910716 MARK NOT FOUND   USPSQD
 DN0393  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0393
 DN0393                          STATION DESCRIPTION
 DN0393
 DN0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DN0393'3.2 MI W FROM PRINCETON.
 DN0393'3.2 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED LOUISIANA,
 DN0393'ARKANSAS AND TEXAS RAILWAY FROM PRINCETON, 0.2 MILE EAST OF A
 DN0393'GRAVEL-ROAD CROSSING, ABOUT 200 YARDS NORTH OF A FARMHOUSE, 48.5 FEET
 DN0393'NORTH OF THE CENTERLINE OF THE OLD ROADBED, AT A PRIVATE ENTRANCE TO A
 DN0393'CULTIVATED FIELD, 4.3 FEET EAST OF THE EAST END OF A WIRE GATE, 1.6
 DN0393'FEET SOUTH OF A FENCE, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.
 DN0393
 DN0393                          STATION RECOVERY (1960)
 DN0393
 DN0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DN0393'MARK NOT FOUND.
 DN0393
 DN0393                          STATION RECOVERY (1991)
 DN0393
 DN0393'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 DN0393'MARK NOT FOUND.
 DN0393
 DN0393                          STATION RECOVERY (2005)
 DN0393
 DN0393'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0041 ***********************************************************************
 CS0041  DESIGNATION -  K 928
 CS0041  PID         -  CS0041
 CS0041  STATE/COUNTY-  TX/HUNT
 CS0041  USGS QUAD   -  QUINLAN (1979)
 CS0041
 CS0041                         *CURRENT SURVEY CONTROL
 CS0041  ___________________________________________________________________
 CS0041* NAD 83(1986)-  32 54 55.     (N)    096 14 14.     (W)     SCALED    
 CS0041* NAVD 88     -       153.391  (meters)     503.25   (feet)  ADJUSTED  
 CS0041  ___________________________________________________________________
 CS0041  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0041  DYNAMIC HT  -         153.223 (meters)     502.70  (feet)  COMP
 CS0041  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 CS0041
 CS0041  VERT ORDER  -  SECOND    CLASS 0
 CS0041
 CS0041.The horizontal coordinates were scaled from a topographic map and have
 CS0041.an estimated accuracy of +/- 6 seconds.
 CS0041
 CS0041.The orthometric height was determined by differential leveling
 CS0041.and adjusted by the National Geodetic Survey in June 1991..
 CS0041
 CS0041.The geoid height was determined by GEOID03.
 CS0041
 CS0041.The dynamic height is computed by dividing the NAVD 88
 CS0041.geopotential number by the normal gravity value computed on the
 CS0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0041.degrees latitude (g = 980.6199 gals.).
 CS0041
 CS0041.The modeled gravity was interpolated from observed gravity values.
 CS0041
 CS0041;                    North         East    Units  Estimated Accuracy
 CS0041;SPC TXNC     - 2,140,740.      811,620.      MT  (+/- 180 meters Scaled)
 CS0041
 CS0041                          SUPERSEDED SURVEY CONTROL
 CS0041
 CS0041  NGVD 29 (??/??/92)  153.39   (m)          503.2    (f) COMPUTED    2 0
 CS0041
 CS0041.Superseded values are not recommended for survey control.
 CS0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0041.See file dsdata.txt to determine how the superseded data were derived.
 CS0041
 CS0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB583452(NAD 83)
 CS0041_MARKER: DB = BENCH MARK DISK
 CS0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0041_STAMPING: K 928 1946
 CS0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0041+STABILITY: SURFACE MOTION
 CS0041
 CS0041  HISTORY     - Date     Condition        Report By
 CS0041  HISTORY     - 1946     MONUMENTED       CGS
 CS0041  HISTORY     - 19940420 POOR             USPSQD
 CS0041
 CS0041                          STATION DESCRIPTION
 CS0041
 CS0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0041'8.1 MI SE FROM ROYSE CITY.
 CS0041'IN HUNT COUNTY, 8.1 MILES SOUTHEAST ALONG A GRADED ROAD FROM THE CITY
 CS0041'HALL AT ROYSE CITY, ROCKWALL COUNTY, AT THE JUNCTION OF A T-ROAD
 CS0041'LEADING SOUTHWEST, 107 FEET SOUTH OF THE CENTER OF THE JUNCTION, 103
 CS0041'FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN ROAD, 21 FEET SOUTHEAST
 CS0041'OF THE CENTERLINE OF THE T-ROAD, 48 FEET SOUTHWEST OF THE SOUTHEAST
 CS0041'CORNER OF A FARMHOUSE, 38.4 FEET SOUTHWEST OF A 16-INCH OAK TREE, 6
 CS0041'FEET SOUTHEAST OF THE NORTHWEST CORNER OF A GARDEN FENCE, AND 3 FEET
 CS0041'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 928
 CS0041'1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS0041
 CS0041                          STATION RECOVERY (1994)
 CS0041
 CS0041'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0041'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0057 ***********************************************************************
 CS0057  DESIGNATION -  K 929
 CS0057  PID         -  CS0057
 CS0057  STATE/COUNTY-  TX/HUNT
 CS0057  USGS QUAD   -  ROYSE CITY (1963)
 CS0057
 CS0057                         *CURRENT SURVEY CONTROL
 CS0057  ___________________________________________________________________
 CS0057* NAD 83(1986)-  32 53 44.     (N)    096 15 12.     (W)     SCALED    
 CS0057* NAVD 88     -       144.735  (meters)     474.85   (feet)  ADJUSTED  
 CS0057  ___________________________________________________________________
 CS0057  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0057  DYNAMIC HT  -         144.576 (meters)     474.33  (feet)  COMP
 CS0057  MODELED GRAV-     979,537.0   (mgal)                       NAVD 88
 CS0057
 CS0057  VERT ORDER  -  SECOND    CLASS 0
 CS0057
 CS0057.The horizontal coordinates were scaled from a topographic map and have
 CS0057.an estimated accuracy of +/- 6 seconds.
 CS0057
 CS0057.The orthometric height was determined by differential leveling
 CS0057.and adjusted by the National Geodetic Survey in June 1991..
 CS0057
 CS0057.The geoid height was determined by GEOID03.
 CS0057
 CS0057.The dynamic height is computed by dividing the NAVD 88
 CS0057.geopotential number by the normal gravity value computed on the
 CS0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0057.degrees latitude (g = 980.6199 gals.).
 CS0057
 CS0057.The modeled gravity was interpolated from observed gravity values.
 CS0057
 CS0057;                    North         East    Units  Estimated Accuracy
 CS0057;SPC TXNC     - 2,138,520.      810,160.      MT  (+/- 180 meters Scaled)
 CS0057
 CS0057                          SUPERSEDED SURVEY CONTROL
 CS0057
 CS0057  NGVD 29 (??/??/92)  144.735  (m)          474.85   (f) ADJ UNCH    2 0
 CS0057
 CS0057.Superseded values are not recommended for survey control.
 CS0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0057.See file dsdata.txt to determine how the superseded data were derived.
 CS0057
 CS0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB569430(NAD 83)
 CS0057_MARKER: DB = BENCH MARK DISK
 CS0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0057_STAMPING: K 929 1946
 CS0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0057+STABILITY: SURFACE MOTION
 CS0057
 CS0057  HISTORY     - Date     Condition        Report By
 CS0057  HISTORY     - 1946     MONUMENTED       CGS
 CS0057  HISTORY     - 19940420 MARK NOT FOUND   USPSQD
 CS0057
 CS0057                          STATION DESCRIPTION
 CS0057
 CS0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0057'5.7 MI W FROM QUINLAN.
 CS0057'5.7 MILES WEST ALONG A COUNTY ROAD FROM THE SOUTHERN PACIFIC STATION
 CS0057'AT QUINLAN, THENCE 1.8 MILES SOUTHWEST ALONG A ROAD.  0.2 MILE
 CS0057'SOUTHWEST OF A STEEL BRIDGE, 31 FEET SOUTHEAST OF THE CENTERLINE OF
 CS0057'THE ROAD, AND 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A
 CS0057'STANDARD DISK, STAMPED K 929 1946 AND SET IN THE TOP OF A CONCRETE
 CS0057'POST.
 CS0057
 CS0057                          STATION RECOVERY (1994)
 CS0057
 CS0057'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0973 ***********************************************************************
 AH0973  DESIGNATION -  K 93 RESET 1945
 AH0973  PID         -  AH0973
 AH0973  STATE/COUNTY-  TX/JIM WELLS
 AH0973  USGS QUAD   -  AGUA DULCE (1979)
 AH0973
 AH0973                         *CURRENT SURVEY CONTROL
 AH0973  ___________________________________________________________________
 AH0973* NAD 83(1986)-  27 46 06.     (N)    097 59 15.     (W)     SCALED    
 AH0973* NAVD 88     -        47.062  (meters)     154.40   (feet)  ADJUSTED  
 AH0973  ___________________________________________________________________
 AH0973  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH0973  DYNAMIC HT  -          46.989 (meters)     154.16  (feet)  COMP
 AH0973  MODELED GRAV-     979,101.7   (mgal)                       NAVD 88
 AH0973
 AH0973  VERT ORDER  -  FIRST     CLASS II
 AH0973
 AH0973.The horizontal coordinates were scaled from a topographic map and have
 AH0973.an estimated accuracy of +/- 6 seconds.
 AH0973
 AH0973.The orthometric height was determined by differential leveling
 AH0973.and adjusted by the National Geodetic Survey in June 1991..
 AH0973.WARNING-Repeat measurements at this control monument indicate possible
 AH0973.vertical movement.
 AH0973
 AH0973.The geoid height was determined by GEOID03.
 AH0973
 AH0973.The dynamic height is computed by dividing the NAVD 88
 AH0973.geopotential number by the normal gravity value computed on the
 AH0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0973.degrees latitude (g = 980.6199 gals.).
 AH0973
 AH0973.The modeled gravity was interpolated from observed gravity values.
 AH0973
 AH0973;                    North         East    Units  Estimated Accuracy
 AH0973;SPC TX S     - 5,232,960.      350,520.      MT  (+/- 180 meters Scaled)
 AH0973
 AH0973                          SUPERSEDED SURVEY CONTROL
 AH0973
 AH0973  NGVD 29 (??/??/92)   47.169  (m)          154.75   (f) ADJ UNCH    1 2
 AH0973
 AH0973.Superseded values are not recommended for survey control.
 AH0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0973.See file dsdata.txt to determine how the superseded data were derived.
 AH0973
 AH0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR997719(NAD 83)
 AH0973_MARKER: DB = BENCH MARK DISK
 AH0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0973_STAMPING: K 93 1932 154.845 RESET 1945
 AH0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0973+STABILITY: SURFACE MOTION
 AH0973
 AH0973  HISTORY     - Date     Condition        Report By
 AH0973  HISTORY     - 1945     MONUMENTED       CGS
 AH0973  HISTORY     - 1950     GOOD             NGS
 AH0973  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0973
 AH0973                          STATION DESCRIPTION
 AH0973
 AH0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AH0973'4.8 MI W FROM AGUA DULCE.
 AH0973'4.8 MILES WEST ALONG THE TEXAS MEXICAN RAILROAD FROM THE STATION AT
 AH0973'AGUA DULCE, 2 POLES WEST OF A PRIVATE ROAD CROSSING, 46 FEET NORTH OF
 AH0973'THE NORTH RAIL, 7.4 FEET NORTHEAST OF MILEPOST 125, 1.4 FEET SOUTH OF
 AH0973'A FENCE, 2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AH0973'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AH0973
 AH0973                          STATION RECOVERY (1975)
 AH0973
 AH0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0068 ***********************************************************************
 CS0068  DESIGNATION -  K 930
 CS0068  PID         -  CS0068
 CS0068  STATE/COUNTY-  TX/ROCKWALL
 CS0068  USGS QUAD   -  FORNEY NORTH (1973)
 CS0068
 CS0068                         *CURRENT SURVEY CONTROL
 CS0068  ___________________________________________________________________
 CS0068* NAD 83(1986)-  32 50 46.     (N)    096 22 53.     (W)     SCALED    
 CS0068* NAVD 88     -       157.792  (meters)     517.69   (feet)  ADJUSTED  
 CS0068  ___________________________________________________________________
 CS0068  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CS0068  DYNAMIC HT  -         157.619 (meters)     517.12  (feet)  COMP
 CS0068  MODELED GRAV-     979,537.6   (mgal)                       NAVD 88
 CS0068
 CS0068  VERT ORDER  -  SECOND    CLASS 0
 CS0068
 CS0068.The horizontal coordinates were scaled from a topographic map and have
 CS0068.an estimated accuracy of +/- 6 seconds.
 CS0068
 CS0068.The orthometric height was determined by differential leveling
 CS0068.and adjusted by the National Geodetic Survey in June 1991..
 CS0068
 CS0068.The geoid height was determined by GEOID03.
 CS0068
 CS0068.The dynamic height is computed by dividing the NAVD 88
 CS0068.geopotential number by the normal gravity value computed on the
 CS0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0068.degrees latitude (g = 980.6199 gals.).
 CS0068
 CS0068.The modeled gravity was interpolated from observed gravity values.
 CS0068
 CS0068;                    North         East    Units  Estimated Accuracy
 CS0068;SPC TXNC     - 2,132,790.      798,300.      MT  (+/- 180 meters Scaled)
 CS0068
 CS0068                          SUPERSEDED SURVEY CONTROL
 CS0068
 CS0068  NGVD 29 (??/??/92)  157.809  (m)          517.75   (f) ADJ UNCH    2 0
 CS0068
 CS0068.Superseded values are not recommended for survey control.
 CS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0068.See file dsdata.txt to determine how the superseded data were derived.
 CS0068
 CS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB450372(NAD 83)
 CS0068_MARKER: DB = BENCH MARK DISK
 CS0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0068_STAMPING: K 930 1946
 CS0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0068+STABILITY: SURFACE MOTION
 CS0068
 CS0068  HISTORY     - Date     Condition        Report By
 CS0068  HISTORY     - 1946     MONUMENTED       CGS
 CS0068  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 CS0068
 CS0068                          STATION DESCRIPTION
 CS0068
 CS0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0068'0.8 MI NW FROM CHISHOLM.
 CS0068'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 205 FROM THE POST OFFICE AT
 CS0068'CHISHOLM, 265 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM-HOUSE,
 CS0068'50 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 CS0068'NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K
 CS0068'930 1946 AND SET IN THE TOP OF A CONCRETE POST.
 CS0068
 CS0068                          STATION RECOVERY (2005)
 CS0068
 CS0068'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1751 ***********************************************************************
 CS1751  DESIGNATION -  K 931
 CS1751  PID         -  CS1751
 CS1751  STATE/COUNTY-  TX/TARRANT
 CS1751  USGS QUAD   -  HALTOM CITY (1981)
 CS1751
 CS1751                         *CURRENT SURVEY CONTROL
 CS1751  ___________________________________________________________________
 CS1751* NAD 83(1986)-  32 47 30.     (N)    097 22 29.     (W)     SCALED    
 CS1751* NAVD 88     -       196.380  (meters)     644.29   (feet)  ADJUSTED  
 CS1751  ___________________________________________________________________
 CS1751  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CS1751  DYNAMIC HT  -         196.149 (meters)     643.53  (feet)  COMP
 CS1751  MODELED GRAV-     979,461.8   (mgal)                       NAVD 88
 CS1751
 CS1751  VERT ORDER  -  FIRST     CLASS II
 CS1751
 CS1751.The horizontal coordinates were scaled from a topographic map and have
 CS1751.an estimated accuracy of +/- 6 seconds.
 CS1751
 CS1751.The orthometric height was determined by differential leveling
 CS1751.and adjusted by the National Geodetic Survey in June 1991..
 CS1751
 CS1751.The geoid height was determined by GEOID03.
 CS1751
 CS1751.The dynamic height is computed by dividing the NAVD 88
 CS1751.geopotential number by the normal gravity value computed on the
 CS1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1751.degrees latitude (g = 980.6199 gals.).
 CS1751
 CS1751.The modeled gravity was interpolated from observed gravity values.
 CS1751
 CS1751;                    North         East    Units  Estimated Accuracy
 CS1751;SPC TXNC     - 2,125,320.      705,390.      MT  (+/- 180 meters Scaled)
 CS1751
 CS1751                          SUPERSEDED SURVEY CONTROL
 CS1751
 CS1751  NGVD 29 (??/??/92)  196.379  (m)          644.29   (f) ADJ UNCH    1 2
 CS1751
 CS1751.Superseded values are not recommended for survey control.
 CS1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1751.See file dsdata.txt to determine how the superseded data were derived.
 CS1751
 CS1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB521293(NAD 83)
 CS1751_MARKER: DB = BENCH MARK DISK
 CS1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1751_STAMPING: K 931 1946
 CS1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1751+STABILITY: SURFACE MOTION
 CS1751
 CS1751  HISTORY     - Date     Condition        Report By
 CS1751  HISTORY     - 1946     MONUMENTED       CGS
 CS1751  HISTORY     - 1957     GOOD             NGS
 CS1751  HISTORY     - 1984     GOOD             NGS
 CS1751  HISTORY     - 19960217 MARK NOT FOUND   USPSQD
 CS1751
 CS1751                          STATION DESCRIPTION
 CS1751
 CS1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1751'IN FORT WORTH.
 CS1751'ABOUT 3.4 MILES NORTHWEST OF THE TARRANT COUNTY COURT HOUSE IN FORT
 CS1751'WORTH, ALONG EPHRIHAM AVE. WHICH IS LOOP HIGHWAY NO. 183, AT THE ALLEY
 CS1751'BETWEEN 24TH AND 25TH STREETS, 12 FEET NORTHEAST OF THE CENTERLINE OF
 CS1751'THE ALLEY, 3 FEET EAST OF THE CURB AND ABOUT 33 FEET SOUTHEAST OF THE
 CS1751'CENTERLINE OF EPHRIHAM AVE.  A STANDARD DISK STAMPED K 931 1946 IN A
 CS1751'CONCRETE POST ABOUT 1 INCH BELOW THE SURFACE.
 CS1751
 CS1751                          STATION RECOVERY (1984)
 CS1751
 CS1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1751'RECOVERED IN GOOD CONDITION.
 CS1751
 CS1751                          STATION RECOVERY (1996)
 CS1751
 CS1751'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1711 ***********************************************************************
 CS1711  DESIGNATION -  K 932
 CS1711  PID         -  CS1711
 CS1711  STATE/COUNTY-  TX/TARRANT
 CS1711  USGS QUAD   -  FORT WORTH (1981)
 CS1711
 CS1711                         *CURRENT SURVEY CONTROL
 CS1711  ___________________________________________________________________
 CS1711* NAD 83(1986)-  32 44 04.     (N)    097 18 08.     (W)     SCALED    
 CS1711* NAVD 88     -       169.918  (meters)     557.47   (feet)  ADJUSTED  
 CS1711  ___________________________________________________________________
 CS1711  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CS1711  DYNAMIC HT  -         169.719 (meters)     556.82  (feet)  COMP
 CS1711  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 CS1711
 CS1711  VERT ORDER  -  FIRST     CLASS II
 CS1711
 CS1711.The horizontal coordinates were scaled from a topographic map and have
 CS1711.an estimated accuracy of +/- 6 seconds.
 CS1711
 CS1711.The orthometric height was determined by differential leveling
 CS1711.and adjusted by the National Geodetic Survey in June 1991..
 CS1711
 CS1711.The geoid height was determined by GEOID03.
 CS1711
 CS1711.The dynamic height is computed by dividing the NAVD 88
 CS1711.geopotential number by the normal gravity value computed on the
 CS1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1711.degrees latitude (g = 980.6199 gals.).
 CS1711
 CS1711.The modeled gravity was interpolated from observed gravity values.
 CS1711
 CS1711;                    North         East    Units  Estimated Accuracy
 CS1711;SPC TXNC     - 2,119,050.      712,260.      MT  (+/- 180 meters Scaled)
 CS1711
 CS1711                          SUPERSEDED SURVEY CONTROL
 CS1711
 CS1711  NGVD 29 (??/??/92)  169.924  (m)          557.49   (f) ADJ UNCH    1 2
 CS1711
 CS1711.Superseded values are not recommended for survey control.
 CS1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1711.See file dsdata.txt to determine how the superseded data were derived.
 CS1711
 CS1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB590231(NAD 83)
 CS1711_MARKER: DB = BENCH MARK DISK
 CS1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1711_STAMPING: K 932 1946 557.492
 CS1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1711+STABILITY: SURFACE MOTION
 CS1711
 CS1711  HISTORY     - Date     Condition        Report By
 CS1711  HISTORY     - 1946     MONUMENTED       CGS
 CS1711  HISTORY     - 1956     GOOD             NGS
 CS1711  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 CS1711  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1711
 CS1711                          STATION DESCRIPTION
 CS1711
 CS1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CS1711'IN FORT WORTH.
 CS1711'ABOUT 2.3 MILES SOUTHEAST OF THE COUNTY COURT HOUSE IN FORT WORTH, AT
 CS1711'913 SOUTH RIVERSIDE DRIVE, 34 FEET SOUTH OF A FIRE HYDRANT, 2 FEET
 CS1711'EAST OF THE EAST CURB OF RIVERSIDE AND IN THE SOUTH RIGHT-OF-WAY LINE
 CS1711'OF A NARROW STREET LEADING EAST FROM RIVERSIDE.  IT IS IN THE NORTH
 CS1711'WEST CORNER OF THE PARKING LOT WHICH IS ACROSS THE NARROW STREET,
 CS1711'SOUTH FROM SOUTH RIVERSIDE DRIVE BAPTIST CHURCH.  A STANDARD DISK
 CS1711'STAMPED K 932 1946 557.492 IN A CONCRETE POST WHICH IS FLUSH WITH THE
 CS1711'GROUND.
 CS1711
 CS1711                          STATION RECOVERY (1989)
 CS1711
 CS1711'RECOVERY NOTE BY US POWER SQUADRON 1989 (RW)
 CS1711'MARK NOT FOUND.
 CS1711
 CS1711                          STATION RECOVERY (1995)
 CS1711
 CS1711'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2217 ***********************************************************************
 BY2217  DESIGNATION -  K 934
 BY2217  PID         -  BY2217
 BY2217  STATE/COUNTY-  TX/FREESTONE
 BY2217  USGS QUAD   -  KEECHI (1964)
 BY2217
 BY2217                         *CURRENT SURVEY CONTROL
 BY2217  ___________________________________________________________________
 BY2217* NAD 83(1986)-  31 35 17.     (N)    095 55 19.     (W)     SCALED    
 BY2217* NAVD 88     -        85.156  (meters)     279.38   (feet)  ADJUSTED  
 BY2217  ___________________________________________________________________
 BY2217  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BY2217  DYNAMIC HT  -          85.052 (meters)     279.04  (feet)  COMP
 BY2217  MODELED GRAV-     979,417.2   (mgal)                       NAVD 88
 BY2217
 BY2217  VERT ORDER  -  SECOND    CLASS 0
 BY2217
 BY2217.The horizontal coordinates were scaled from a topographic map and have
 BY2217.an estimated accuracy of +/- 6 seconds.
 BY2217
 BY2217.The orthometric height was determined by differential leveling
 BY2217.and adjusted by the National Geodetic Survey in June 1991..
 BY2217
 BY2217.The geoid height was determined by GEOID03.
 BY2217
 BY2217.The dynamic height is computed by dividing the NAVD 88
 BY2217.geopotential number by the normal gravity value computed on the
 BY2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2217.degrees latitude (g = 980.6199 gals.).
 BY2217
 BY2217.The modeled gravity was interpolated from observed gravity values.
 BY2217
 BY2217;                    North         East    Units  Estimated Accuracy
 BY2217;SPC TX C     - 3,221,300.    1,118,560.      MT  (+/- 180 meters Scaled)
 BY2217
 BY2217                          SUPERSEDED SURVEY CONTROL
 BY2217
 BY2217  NGVD 29 (??/??/92)   85.137  (m)          279.32   (f) ADJ UNCH    2 0
 BY2217
 BY2217.Superseded values are not recommended for survey control.
 BY2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2217.See file dsdata.txt to determine how the superseded data were derived.
 BY2217
 BY2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ227984(NAD 83)
 BY2217_MARKER: DB = BENCH MARK DISK
 BY2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2217_STAMPING: K 934 1948
 BY2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2217+STABILITY: SURFACE MOTION
 BY2217
 BY2217  HISTORY     - Date     Condition        Report By
 BY2217  HISTORY     - 1948     MONUMENTED       CGS
 BY2217
 BY2217                          STATION DESCRIPTION
 BY2217
 BY2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY2217'5.05 MI W FROM OAKWOOD.
 BY2217'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE WATER TOWER AT
 BY2217'OAKWOOD, THENCE 2.35 MILES WEST ALONG THE LANELY - OAKWOOD DIRT ROAD,
 BY2217'0.15 MILE WEST OF A SMALL WOODEN BRIDGE, 54.0 FEET SOUTH OF AND LEVEL
 BY2217'WITH THE CENTER LINE OF THE ROAD, 29.4 FEET SOUTHWEST OF A BLAZED 36
 BY2217'INCH OAK TREE, 8.4 FEET WEST OF THE CENTER OF A WOODEN GATE AND A
 BY2217'TRAIL CROSSING THE ROAD, 2.0 FEET NORTH OF A BARBED WIRE FENCE, 1.4
 BY2217'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY2217'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0133 ***********************************************************************
 BZ0133  DESIGNATION -  K 935
 BZ0133  PID         -  BZ0133
 BZ0133  STATE/COUNTY-  TX/FREESTONE
 BZ0133  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0133
 BZ0133                         *CURRENT SURVEY CONTROL
 BZ0133  ___________________________________________________________________
 BZ0133* NAD 83(1986)-  31 37 40.     (N)    096 20 06.     (W)     SCALED    
 BZ0133* NAVD 88     -       140.58   (+/-2cm)     461.2    (feet)  VERTCON   
 BZ0133  ___________________________________________________________________
 BZ0133  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 BZ0133
 BZ0133  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0133
 BZ0133.The horizontal coordinates were scaled from a topographic map and have
 BZ0133.an estimated accuracy of +/- 6 seconds.
 BZ0133
 BZ0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0133.The vertical order pertains to the NGVD 29 superseded value.
 BZ0133
 BZ0133.The geoid height was determined by GEOID03.
 BZ0133
 BZ0133;                    North         East    Units  Estimated Accuracy
 BZ0133;SPC TX C     - 3,224,220.    1,079,230.      MT  (+/- 180 meters Scaled)
 BZ0133
 BZ0133                          SUPERSEDED SURVEY CONTROL
 BZ0133
 BZ0133  NGVD 29 (??/??/92)  140.571  (m)          461.19   (f) ADJ UNCH    2 0
 BZ0133
 BZ0133.Superseded values are not recommended for survey control.
 BZ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0133.See file dsdata.txt to determine how the superseded data were derived.
 BZ0133
 BZ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA527022(NAD 83)
 BZ0133_MARKER: DB = BENCH MARK DISK
 BZ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0133_STAMPING: K 935 1948
 BZ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0133+STABILITY: SURFACE MOTION
 BZ0133
 BZ0133  HISTORY     - Date     Condition        Report By
 BZ0133  HISTORY     - 1948     MONUMENTED       CGS
 BZ0133
 BZ0133                          STATION DESCRIPTION
 BZ0133
 BZ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0133'2.85 MI W FROM TEAGUE.
 BZ0133'2.85 MILES WEST ALONG A GRADED DIRT ROAD FROM THE BURLINGTON-ROCK
 BZ0133'ISLAND RAILROAD STATION AT TEAGUE, 0.3 MILE EAST OF THE FURNEY
 BZ0133'RICHARDSON HIGH SCHOOL, 52.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BZ0133'A FRAME CHURCH, 28.8 FEET NORTH AND ABOUT 1.0 FOOT BELOW THE CENTER OF
 BZ0133'THE ROAD, 3.1 FEET NORTH OF A FENCE CORNER POST, 1.8 FEET SOUTH OF A
 BZ0133'WITNESS POST, 1.2 FEET EAST OF A BARB WIRE FENCE AND SET IN THE TOP OF
 BZ0133'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0114 ***********************************************************************
 BZ0114  DESIGNATION -  K 936
 BZ0114  PID         -  BZ0114
 BZ0114  STATE/COUNTY-  TX/FREESTONE
 BZ0114  USGS QUAD   -  KIRVIN (1982)
 BZ0114
 BZ0114                         *CURRENT SURVEY CONTROL
 BZ0114  ___________________________________________________________________
 BZ0114* NAD 83(1986)-  31 47 39.     (N)    096 19 59.     (W)     SCALED    
 BZ0114* NAVD 88     -       122.953  (meters)     403.39   (feet)  ADJUSTED  
 BZ0114  ___________________________________________________________________
 BZ0114  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ0114  DYNAMIC HT  -         122.808 (meters)     402.91  (feet)  COMP
 BZ0114  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 BZ0114
 BZ0114  VERT ORDER  -  SECOND    CLASS 0
 BZ0114
 BZ0114.The horizontal coordinates were scaled from a topographic map and have
 BZ0114.an estimated accuracy of +/- 6 seconds.
 BZ0114
 BZ0114.The orthometric height was determined by differential leveling
 BZ0114.and adjusted by the National Geodetic Survey in June 1991..
 BZ0114
 BZ0114.The geoid height was determined by GEOID03.
 BZ0114
 BZ0114.The dynamic height is computed by dividing the NAVD 88
 BZ0114.geopotential number by the normal gravity value computed on the
 BZ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0114.degrees latitude (g = 980.6199 gals.).
 BZ0114
 BZ0114.The modeled gravity was interpolated from observed gravity values.
 BZ0114
 BZ0114;                    North         East    Units  Estimated Accuracy
 BZ0114;SPC TX C     - 3,242,660.    1,078,750.      MT  (+/- 180 meters Scaled)
 BZ0114
 BZ0114                          SUPERSEDED SURVEY CONTROL
 BZ0114
 BZ0114  NGVD 29 (??/??/92)  122.941  (m)          403.35   (f) ADJ UNCH    2 0
 BZ0114
 BZ0114.Superseded values are not recommended for survey control.
 BZ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0114.See file dsdata.txt to determine how the superseded data were derived.
 BZ0114
 BZ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA525207(NAD 83)
 BZ0114_MARKER: DB = BENCH MARK DISK
 BZ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0114_STAMPING: K 936 1948
 BZ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0114+STABILITY: SURFACE MOTION
 BZ0114
 BZ0114  HISTORY     - Date     Condition        Report By
 BZ0114  HISTORY     - 1948     MONUMENTED       CGS
 BZ0114  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0114
 BZ0114                          STATION DESCRIPTION
 BZ0114
 BZ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0114'1.9 MI N FROM KIRVIN.
 BZ0114'1.1 MILES NORTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD STATION AT
 BZ0114'KIRVIN, THENCE 0.8 MILE NORTH ALONG A TRAIL, 11 POLES SOUTH OF A
 BZ0114'RAILROAD CROSSING, 91.6 FEET EAST OF THE EAST RAIL OF THE
 BZ0114'BURLINGTON-ROCK ISLAND RAILROAD, 16.8 FEET EAST AND ABOUT 1.0 FOOT
 BZ0114'ABOVE THE CENTER OF THE TRAIL, ABOUT MIDWAY BETWEEN TWO 22-INCH TREES
 BZ0114'24.3 FEET APART, 1.7 FEET NORTH OF A WITNESS POST, 1.0 FOOT WEST OF A
 BZ0114'BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BZ0114'0.5 FOOT ABOVE GROUND.
 BZ0114
 BZ0114                          STATION RECOVERY (2002)
 BZ0114
 BZ0114'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0114'HIGH PRESSURE UNDERGROUND LIQUID PETROLEUM GAS LINE PLACED IN AREA
 BZ0114'DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0683 ***********************************************************************
 BZ0683  DESIGNATION -  K 937
 BZ0683  PID         -  BZ0683
 BZ0683  STATE/COUNTY-  TX/NAVARRO
 BZ0683  USGS QUAD   -  DAWSON (1978)
 BZ0683
 BZ0683                         *CURRENT SURVEY CONTROL
 BZ0683  ___________________________________________________________________
 BZ0683* NAD 83(1986)-  31 53 37.     (N)    096 40 02.     (W)     SCALED    
 BZ0683* NAVD 88     -       140.143  (meters)     459.79   (feet)  ADJUSTED  
 BZ0683  ___________________________________________________________________
 BZ0683  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BZ0683  DYNAMIC HT  -         139.978 (meters)     459.24  (feet)  COMP
 BZ0683  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 BZ0683
 BZ0683  VERT ORDER  -  SECOND    CLASS 0
 BZ0683
 BZ0683.The horizontal coordinates were scaled from a topographic map and have
 BZ0683.an estimated accuracy of +/- 6 seconds.
 BZ0683
 BZ0683.The orthometric height was determined by differential leveling
 BZ0683.and adjusted by the National Geodetic Survey in June 1991..
 BZ0683
 BZ0683.The geoid height was determined by GEOID03.
 BZ0683
 BZ0683.The dynamic height is computed by dividing the NAVD 88
 BZ0683.geopotential number by the normal gravity value computed on the
 BZ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0683.degrees latitude (g = 980.6199 gals.).
 BZ0683
 BZ0683.The modeled gravity was interpolated from observed gravity values.
 BZ0683
 BZ0683;                    North         East    Units  Estimated Accuracy
 BZ0683;SPC TXNC     - 2,026,680.      773,390.      MT  (+/- 180 meters Scaled)
 BZ0683
 BZ0683                          SUPERSEDED SURVEY CONTROL
 BZ0683
 BZ0683  NGVD 29 (??/??/92)  140.121  (m)          459.71   (f) ADJ UNCH    2 0
 BZ0683
 BZ0683.Superseded values are not recommended for survey control.
 BZ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0683.See file dsdata.txt to determine how the superseded data were derived.
 BZ0683
 BZ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA206310(NAD 83)
 BZ0683_MARKER: DB = BENCH MARK DISK
 BZ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0683_STAMPING: K 937 1948
 BZ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0683+STABILITY: SURFACE MOTION
 BZ0683
 BZ0683  HISTORY     - Date     Condition        Report By
 BZ0683  HISTORY     - 1948     MONUMENTED       CGS
 BZ0683
 BZ0683                          STATION DESCRIPTION
 BZ0683
 BZ0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0683'3.25 MI E FROM DAWSON.
 BZ0683'3.25 MILES EAST ALONG FARM ROAD NO. 709 FROM THE RAILROAD STATION AT
 BZ0683'DAWSON, AT A DIRT CROSS ROAD, 28.8 FEET SOUTHWEST AND ABOUT 2.0 FEET
 BZ0683'BELOW THE CENTER OF THE HIGHWAY, 57.0 FEET SOUTHEAST OF THE CENTER OF
 BZ0683'THE DIRT CROSS ROAD, 19.0 FEET SOUTHEAST OF A 12-INCH ELM TREE, 1.8
 BZ0683'FEET NORTHWEST OF A WITNESS POST, 1.0 FOOT NORTHEAST OF A BARB WIRE
 BZ0683'FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 BZ0683'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0044 ***********************************************************************
 BZ0044  DESIGNATION -  K 938
 BZ0044  PID         -  BZ0044
 BZ0044  STATE/COUNTY-  TX/NAVARRO
 BZ0044  USGS QUAD   -  RICHLAND (1978)
 BZ0044
 BZ0044                         *CURRENT SURVEY CONTROL
 BZ0044  ___________________________________________________________________
 BZ0044* NAD 83(1986)-  31 52 55.     (N)    096 26 33.     (W)     SCALED    
 BZ0044* NAVD 88     -       120.658  (meters)     395.86   (feet)  ADJUSTED  
 BZ0044  ___________________________________________________________________
 BZ0044  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 BZ0044  DYNAMIC HT  -         120.517 (meters)     395.40  (feet)  COMP
 BZ0044  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 BZ0044
 BZ0044  VERT ORDER  -  SECOND    CLASS 0
 BZ0044
 BZ0044.The horizontal coordinates were scaled from a topographic map and have
 BZ0044.an estimated accuracy of +/- 6 seconds.
 BZ0044
 BZ0044.The orthometric height was determined by differential leveling
 BZ0044.and adjusted by the National Geodetic Survey in June 1991..
 BZ0044
 BZ0044.The geoid height was determined by GEOID03.
 BZ0044
 BZ0044.The dynamic height is computed by dividing the NAVD 88
 BZ0044.geopotential number by the normal gravity value computed on the
 BZ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0044.degrees latitude (g = 980.6199 gals.).
 BZ0044
 BZ0044.The modeled gravity was interpolated from observed gravity values.
 BZ0044
 BZ0044;                    North         East    Units  Estimated Accuracy
 BZ0044;SPC TXNC     - 2,025,780.      794,670.      MT  (+/- 180 meters Scaled)
 BZ0044
 BZ0044                          SUPERSEDED SURVEY CONTROL
 BZ0044
 BZ0044  NGVD 29 (??/??/92)  120.644  (m)          395.81   (f) ADJ UNCH    2 0
 BZ0044
 BZ0044.Superseded values are not recommended for survey control.
 BZ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0044.See file dsdata.txt to determine how the superseded data were derived.
 BZ0044
 BZ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA419302(NAD 83)
 BZ0044_MARKER: DB = BENCH MARK DISK
 BZ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0044_STAMPING: K 938 1948
 BZ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0044+STABILITY: SURFACE MOTION
 BZ0044
 BZ0044  HISTORY     - Date     Condition        Report By
 BZ0044  HISTORY     - 1948     MONUMENTED       CGS
 BZ0044  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0044
 BZ0044                          STATION DESCRIPTION
 BZ0044
 BZ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0044'3.4 MI SE FROM RICHLAND.
 BZ0044'0.2 MILE EAST ALONG MAIN STREET FROM THE FIRST NATIONAL BANK AT
 BZ0044'RICHLAND, THENCE 3.2 MILES SOUTH ALONG STATE HIGHWAY NO.14, 67.0 FEET
 BZ0044'NORTH OF THE CENTER OF A DIRT CROSS ROAD, 62.9 FEET SOUTH OF A FENCE
 BZ0044'CORNER, 55.4 FEET EAST AND ABOUT 1.0 FOOT BELOW THE CENTER OF THE
 BZ0044'HIGHWAY, 47.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 BZ0044'CULVERT, 1.8 FEET SOUTH OF A WITNESS POST, 1.0 FOOT WEST OF A BARB
 BZ0044'WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 BZ0044'FOOT ABOVE GROUND.
 BZ0044
 BZ0044                          STATION RECOVERY (2002)
 BZ0044
 BZ0044'RECOVERY NOTE BY US POWER SQUADRON 2002 (SH)
 BZ0044'MIDDLE NUMBER 3 IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0333 ***********************************************************************
 CR0333  DESIGNATION -  K 939
 CR0333  PID         -  CR0333
 CR0333  STATE/COUNTY-  TX/SMITH
 CR0333  USGS QUAD   -  LINDALE (1981)
 CR0333
 CR0333                         *CURRENT SURVEY CONTROL
 CR0333  ___________________________________________________________________
 CR0333* NAD 83(1986)-  32 30 59.     (N)    095 28 22.     (W)     SCALED    
 CR0333* NAVD 88     -       140.134  (meters)     459.76   (feet)  ADJUSTED  
 CR0333  ___________________________________________________________________
 CR0333  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CR0333  DYNAMIC HT  -         139.972 (meters)     459.22  (feet)  COMP
 CR0333  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 CR0333
 CR0333  VERT ORDER  -  SECOND    CLASS 0
 CR0333
 CR0333.The horizontal coordinates were scaled from a topographic map and have
 CR0333.an estimated accuracy of +/- 6 seconds.
 CR0333
 CR0333.The orthometric height was determined by differential leveling
 CR0333.and adjusted by the National Geodetic Survey in June 1991..
 CR0333
 CR0333.The geoid height was determined by GEOID03.
 CR0333
 CR0333.The dynamic height is computed by dividing the NAVD 88
 CR0333.geopotential number by the normal gravity value computed on the
 CR0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0333.degrees latitude (g = 980.6199 gals.).
 CR0333
 CR0333.The modeled gravity was interpolated from observed gravity values.
 CR0333
 CR0333;                    North         East    Units  Estimated Accuracy
 CR0333;SPC TXNC     - 2,098,320.      884,370.      MT  (+/- 180 meters Scaled)
 CR0333
 CR0333                          SUPERSEDED SURVEY CONTROL
 CR0333
 CR0333  NGVD 29 (??/??/92)  140.163  (m)          459.85   (f) ADJ UNCH    2 0
 CR0333
 CR0333.Superseded values are not recommended for survey control.
 CR0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0333.See file dsdata.txt to determine how the superseded data were derived.
 CR0333
 CR0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS677003(NAD 83)
 CR0333_MARKER: DB = BENCH MARK DISK
 CR0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0333_STAMPING: K 939 1948
 CR0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0333+STABILITY: SURFACE MOTION
 CR0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0333+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 CR0333
 CR0333  HISTORY     - Date     Condition        Report By
 CR0333  HISTORY     - 1948     MONUMENTED       CGS
 CR0333  HISTORY     - 19960420 GOOD             USPSQD
 CR0333  HISTORY     - 20050712 GOOD             USPSQD
 CR0333
 CR0333                          STATION DESCRIPTION
 CR0333
 CR0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0333'3.6 MI W FROM LINDALE.
 CR0333'3.6 MILES WEST ALONG THE GARDEN VALLEY-LINDALE HIGHWAY FROM THE HIGH
 CR0333'SCHOOL AT LINDALE, 0.1 MILE WEST OF A T ROAD JUNCTION WITH A ROAD
 CR0333'LEADING NORTH, 125.6 FEET EAST OF THE CENTER OF THE SOUTH END OF A
 CR0333'36-INCH CONCRETE TILE CULVERT, 48.0 FEET NORTH OF THE CENTER LINE OF A
 CR0333'RAVINE, 37.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET
 CR0333'EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CR0333'0.5 FOOT ABOVE THE GROUND.
 CR0333
 CR0333                          STATION RECOVERY (1996)
 CR0333
 CR0333'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0333'RECOVERED IN GOOD CONDITION.
 CR0333
 CR0333                          STATION RECOVERY (2005)
 CR0333
 CR0333'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0333'GO TO N32 30 58.2  W095 28 20.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0486 ***********************************************************************
 AJ0486  DESIGNATION -  K 94
 AJ0486  PID         -  AJ0486
 AJ0486  STATE/COUNTY-  TX/JIM HOGG
 AJ0486  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0486
 AJ0486                         *CURRENT SURVEY CONTROL
 AJ0486  ___________________________________________________________________
 AJ0486* NAD 83(1986)-  27 19 09.     (N)    098 42 18.     (W)     SCALED    
 AJ0486* NAVD 88     -       177.616  (meters)     582.73   (feet)  ADJUSTED  
 AJ0486  ___________________________________________________________________
 AJ0486  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AJ0486  DYNAMIC HT  -         177.330 (meters)     581.79  (feet)  COMP
 AJ0486  MODELED GRAV-     979,034.1   (mgal)                       NAVD 88
 AJ0486
 AJ0486  VERT ORDER  -  FIRST     CLASS II
 AJ0486
 AJ0486.The horizontal coordinates were scaled from a topographic map and have
 AJ0486.an estimated accuracy of +/- 6 seconds.
 AJ0486
 AJ0486.The orthometric height was determined by differential leveling
 AJ0486.and adjusted by the National Geodetic Survey in June 1991..
 AJ0486
 AJ0486.The geoid height was determined by GEOID03.
 AJ0486
 AJ0486.The dynamic height is computed by dividing the NAVD 88
 AJ0486.geopotential number by the normal gravity value computed on the
 AJ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0486.degrees latitude (g = 980.6199 gals.).
 AJ0486
 AJ0486.The modeled gravity was interpolated from observed gravity values.
 AJ0486
 AJ0486;                    North         East    Units  Estimated Accuracy
 AJ0486;SPC TX S     - 5,183,100.      279,710.      MT  (+/- 180 meters Scaled)
 AJ0486
 AJ0486                          SUPERSEDED SURVEY CONTROL
 AJ0486
 AJ0486  NGVD 29 (??/??/92)  177.644  (m)          582.82   (f) ADJ UNCH    1 2
 AJ0486
 AJ0486.Superseded values are not recommended for survey control.
 AJ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0486.See file dsdata.txt to determine how the superseded data were derived.
 AJ0486
 AJ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR291218(NAD 83)
 AJ0486_MARKER: DB = BENCH MARK DISK
 AJ0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0486_STAMPING: K 94 1933 582.82
 AJ0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0486+STABILITY: SURFACE MOTION
 AJ0486
 AJ0486  HISTORY     - Date     Condition        Report By
 AJ0486  HISTORY     - 1933     MONUMENTED       CGS
 AJ0486  HISTORY     - 1945     MARK NOT FOUND   NGS
 AJ0486
 AJ0486                          STATION DESCRIPTION
 AJ0486
 AJ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0486'2.1 MI NW FROM HEBBRONVILLE.
 AJ0486'ON THE TEXAS-MEXICAN RR. OPPOSITE MILE POST 60.  30 FT. S OF TRACK.
 AJ0486
 AJ0486                          STATION RECOVERY (1945)
 AJ0486
 AJ0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 AJ0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0047 ***********************************************************************
 BZ0047  DESIGNATION -  K 940
 BZ0047  PID         -  BZ0047
 BZ0047  STATE/COUNTY-  TX/NAVARRO
 BZ0047  USGS QUAD   -  RICHLAND (1978)
 BZ0047
 BZ0047                         *CURRENT SURVEY CONTROL
 BZ0047  ___________________________________________________________________
 BZ0047* NAD 83(1986)-  31 55 35.     (N)    096 25 32.     (W)     SCALED    
 BZ0047* NAVD 88     -       110.748  (meters)     363.35   (feet)  ADJUSTED  
 BZ0047  ___________________________________________________________________
 BZ0047  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 BZ0047  DYNAMIC HT  -         110.619 (meters)     362.92  (feet)  COMP
 BZ0047  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 BZ0047
 BZ0047  VERT ORDER  -  SECOND    CLASS 0
 BZ0047
 BZ0047.The horizontal coordinates were scaled from a topographic map and have
 BZ0047.an estimated accuracy of +/- 6 seconds.
 BZ0047
 BZ0047.The orthometric height was determined by differential leveling
 BZ0047.and adjusted by the National Geodetic Survey in June 1991..
 BZ0047
 BZ0047.The geoid height was determined by GEOID03.
 BZ0047
 BZ0047.The dynamic height is computed by dividing the NAVD 88
 BZ0047.geopotential number by the normal gravity value computed on the
 BZ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0047.degrees latitude (g = 980.6199 gals.).
 BZ0047
 BZ0047.The modeled gravity was interpolated from observed gravity values.
 BZ0047
 BZ0047;                    North         East    Units  Estimated Accuracy
 BZ0047;SPC TXNC     - 2,030,740.      796,180.      MT  (+/- 180 meters Scaled)
 BZ0047
 BZ0047                          SUPERSEDED SURVEY CONTROL
 BZ0047
 BZ0047  NGVD 29 (??/??/92)  110.735  (m)          363.30   (f) ADJ UNCH    2 0
 BZ0047
 BZ0047.Superseded values are not recommended for survey control.
 BZ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0047.See file dsdata.txt to determine how the superseded data were derived.
 BZ0047
 BZ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA434351(NAD 83)
 BZ0047_MARKER: DB = BENCH MARK DISK
 BZ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0047_STAMPING: K 940 1948
 BZ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0047+STABILITY: SURFACE MOTION
 BZ0047
 BZ0047  HISTORY     - Date     Condition        Report By
 BZ0047  HISTORY     - 1948     MONUMENTED       CGS
 BZ0047  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0047
 BZ0047                          STATION DESCRIPTION
 BZ0047
 BZ0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BZ0047'IN RICHLAND.
 BZ0047'AT RICHLAND, 0.2 MILE EAST OF THE POST OFFICE, 0.35 MILE SOUTHWEST OF
 BZ0047'THE EAST POINT OF THE TRIANGLE FORMED BY THE JUNCTION OF STATE HIGHWAY
 BZ0047'NO. 14 AND U. S. HIGHWAY NO. 75, IN THE SOUTHEAST QUARTER OF THE
 BZ0047'CROSSING OF STATE HIGHWAY NO. 14 AND A DIRT ROAD LEADING EAST AND A
 BZ0047'PAVED ROAD LEADING WEST TO THE TOWN PROPER, 39.0 FEET SOUTH OF THE
 BZ0047'CENTER LINE OF THE DIRT ROAD LEADING EAST, 35.5 FEET EAST OF THE
 BZ0047'CENTER LINE OF THE HIGHWAY, 11.0 FEET SOUTHWEST OF THE SOUTHWEST GATE
 BZ0047'POST, 8.3 FEET SOUTH OF A TELEPHONE POLE, 2.0 FEET WEST OF A FENCE,
 BZ0047'1.6 FEET SOUTH OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST
 BZ0047'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 BZ0047
 BZ0047                          STATION RECOVERY (2002)
 BZ0047
 BZ0047'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRM)
 BZ0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1953 ***********************************************************************
 CS1953  DESIGNATION -  K 942
 CS1953  PID         -  CS1953
 CS1953  STATE/COUNTY-  TX/TARRANT
 CS1953  USGS QUAD   -  HURST (1981)
 CS1953
 CS1953                         *CURRENT SURVEY CONTROL
 CS1953  ___________________________________________________________________
 CS1953* NAD 83(1986)-  32 50 32.     (N)    097 12 05.     (W)     SCALED    
 CS1953* NAVD 88     -       175.456  (meters)     575.64   (feet)  ADJUSTED  
 CS1953  ___________________________________________________________________
 CS1953  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CS1953  DYNAMIC HT  -         175.252 (meters)     574.97  (feet)  COMP
 CS1953  MODELED GRAV-     979,471.1   (mgal)                       NAVD 88
 CS1953
 CS1953  VERT ORDER  -  SECOND    CLASS 0
 CS1953
 CS1953.The horizontal coordinates were scaled from a topographic map and have
 CS1953.an estimated accuracy of +/- 6 seconds.
 CS1953
 CS1953.The orthometric height was determined by differential leveling
 CS1953.and adjusted by the National Geodetic Survey in June 1991..
 CS1953
 CS1953.The geoid height was determined by GEOID03.
 CS1953
 CS1953.The dynamic height is computed by dividing the NAVD 88
 CS1953.geopotential number by the normal gravity value computed on the
 CS1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1953.degrees latitude (g = 980.6199 gals.).
 CS1953
 CS1953.The modeled gravity was interpolated from observed gravity values.
 CS1953
 CS1953;                    North         East    Units  Estimated Accuracy
 CS1953;SPC TXNC     - 2,131,110.      721,560.      MT  (+/- 180 meters Scaled)
 CS1953
 CS1953                          SUPERSEDED SURVEY CONTROL
 CS1953
 CS1953  NGVD 29 (??/??/92)  175.447  (m)          575.61   (f) ADJ UNCH    2 0
 CS1953
 CS1953.Superseded values are not recommended for survey control.
 CS1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1953.See file dsdata.txt to determine how the superseded data were derived.
 CS1953
 CS1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB683352(NAD 83)
 CS1953_MARKER: DB = BENCH MARK DISK
 CS1953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1953_SP_SET: CULVERT
 CS1953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1953
 CS1953  HISTORY     - Date     Condition        Report By
 CS1953  HISTORY     - 1946     MONUMENTED       CGS
 CS1953  HISTORY     - 1957     GOOD             NGS
 CS1953  HISTORY     - 20020517 MARK NOT FOUND   INDIV
 CS1953
 CS1953                          STATION DESCRIPTION
 CS1953
 CS1953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1953'10.2 MI SW FROM GRAPEVINE.
 CS1953'10.2 MILES SOUTHWEST ALONG STATE HIGHWAY 121 FROM THE FIRST NATIONAL
 CS1953'BANK AT GRAPEVINE, TARRANT COUNTY, AT THE INTERSECTION OF AN
 CS1953'EAST-AND-WEST ROAD, AT A 5- BY 10-FOOT CONCRETE CULVERT, IN THE TOP OF
 CS1953'THE NORTHEAST END OF THE SOUTHEAST HEADWALL, 28 FEET SOUTHEAST OF THE
 CS1953'CENTERLINE OF THE HIGHWAY, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A
 CS1953'STANDARD DISK, STAMPED K 942 1946.  NOTE-- IT IS ABOUT 4.5 MILES
 CS1953'NORTHEAST OF HALTOM CITY ALONG STATE HIGHWAY 121.
 CS1953
 CS1953                          STATION RECOVERY (2002)
 CS1953
 CS1953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1999 ***********************************************************************
 CS1999  DESIGNATION -  K 944
 CS1999  PID         -  CS1999
 CS1999  STATE/COUNTY-  TX/TARRANT
 CS1999  USGS QUAD   -  EULESS (1981)
 CS1999
 CS1999                         *CURRENT SURVEY CONTROL
 CS1999  ___________________________________________________________________
 CS1999* NAD 83(1986)-  32 50 14.     (N)    097 04 15.     (W)     SCALED    
 CS1999* NAVD 88     -       177.181  (meters)     581.30   (feet)  ADJUSTED  
 CS1999  ___________________________________________________________________
 CS1999  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CS1999  DYNAMIC HT  -         176.977 (meters)     580.63  (feet)  COMP
 CS1999  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 CS1999
 CS1999  VERT ORDER  -  SECOND    CLASS 0
 CS1999
 CS1999.The horizontal coordinates were scaled from a topographic map and have
 CS1999.an estimated accuracy of +/- 6 seconds.
 CS1999
 CS1999.The orthometric height was determined by differential leveling
 CS1999.and adjusted by the National Geodetic Survey in June 1991..
 CS1999
 CS1999.The geoid height was determined by GEOID03.
 CS1999
 CS1999.The dynamic height is computed by dividing the NAVD 88
 CS1999.geopotential number by the normal gravity value computed on the
 CS1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1999.degrees latitude (g = 980.6199 gals.).
 CS1999
 CS1999.The modeled gravity was interpolated from observed gravity values.
 CS1999
 CS1999;                    North         East    Units  Estimated Accuracy
 CS1999;SPC TXNC     - 2,130,710.      733,790.      MT  (+/- 180 meters Scaled)
 CS1999
 CS1999                          SUPERSEDED SURVEY CONTROL
 CS1999
 CS1999  NGVD 29 (??/??/92)  177.188  (m)          581.32   (f) ADJ UNCH    2 0
 CS1999
 CS1999.Superseded values are not recommended for survey control.
 CS1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1999.See file dsdata.txt to determine how the superseded data were derived.
 CS1999
 CS1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB805348(NAD 83)
 CS1999_MARKER: DB = BENCH MARK DISK
 CS1999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1999_SP_SET: CULVERT
 CS1999_STAMPING: K 944 1946
 CS1999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1999
 CS1999  HISTORY     - Date     Condition        Report By
 CS1999  HISTORY     - 1946     MONUMENTED       CGS
 CS1999  HISTORY     - 1952     GOOD             NGS
 CS1999  HISTORY     - 1969     GOOD             NGS
 CS1999
 CS1999                          STATION DESCRIPTION
 CS1999
 CS1999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1999'0.5 MI E FROM EULESS.
 CS1999'TO REACH FROM THE MAIN CROSS ROADS IN EULESS, GO EAST ON HIGHWAY
 CS1999'NO.183, 0.5 MILE TO THE MARK ON THE LEFT OR NORTH.  IT IS ABOUT 100
 CS1999'YARDS EAST OF A SMALL FRAME HOUSE, 20 FEET NORTH OF AND 0.5 FOOT LOWER
 CS1999'THAN THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF THE HIGHWAY, ON
 CS1999'THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 4X4 CONCRETE
 CS1999'CULVERT.  A STANDARD DISK STAMPED K 944 1946, SET IN A DRILL HOLE IN
 CS1999'CONCRETE.
 CS1999
 CS1999                          STATION RECOVERY (1969)
 CS1999
 CS1999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CS1999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2000 ***********************************************************************
 CS2000  DESIGNATION -  K 944 RESET 1969
 CS2000  PID         -  CS2000
 CS2000  STATE/COUNTY-  TX/TARRANT
 CS2000  USGS QUAD   -  EULESS (1981)
 CS2000
 CS2000                         *CURRENT SURVEY CONTROL
 CS2000  ___________________________________________________________________
 CS2000* NAD 83(1986)-  32 50 14.     (N)    097 04 15.     (W)     SCALED    
 CS2000* NAVD 88     -       177.54   (+/-2cm)     582.5    (feet)  VERTCON   
 CS2000  ___________________________________________________________________
 CS2000  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CS2000
 CS2000  VERT ORDER  -  THIRD (See Below)
 CS2000
 CS2000.The horizontal coordinates were scaled from a topographic map and have
 CS2000.an estimated accuracy of +/- 6 seconds.
 CS2000
 CS2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2000.The vertical order pertains to the NGVD 29 superseded value.
 CS2000
 CS2000.The geoid height was determined by GEOID03.
 CS2000
 CS2000;                    North         East    Units  Estimated Accuracy
 CS2000;SPC TXNC     - 2,130,710.      733,790.      MT  (+/- 180 meters Scaled)
 CS2000
 CS2000                          SUPERSEDED SURVEY CONTROL
 CS2000
 CS2000  NGVD 29 (01/29/03)  177.54   (m)          582.5    (f) RESET       3  
 CS2000
 CS2000.Superseded values are not recommended for survey control.
 CS2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2000.See file dsdata.txt to determine how the superseded data were derived.
 CS2000
 CS2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB805348(NAD 83)
 CS2000_MARKER: DB = BENCH MARK DISK
 CS2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2000_STAMPING: K 944 1946 RESET 1969
 CS2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2000+STABILITY: SURFACE MOTION
 CS2000
 CS2000  HISTORY     - Date     Condition        Report By
 CS2000  HISTORY     - 1969     MONUMENTED       CGS
 CS2000
 CS2000                          STATION DESCRIPTION
 CS2000
 CS2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CS2000'0.75 MI E FROM EULESS.
 CS2000'ABOUT 0.75 MILE EAST ALONG STATE HIGHWAY 183 FROM THE INTERSECTION OF
 CS2000'MAIN STREET AND EULESS BLVD. IN EULESS TO SITE OF BENCH MARK.  181
 CS2000'FEET NORTH OF THE WEST BOUND TRAFFIC LANE OF STATE HIGHWAY 183 CENTER
 CS2000'LINE, 119 FEET EAST OF A T-FENCE CORNER AND A POWER LINE LEADING
 CS2000'NORTH, 120 FEET WEST OF A POWER LINE POLE, 6 INCHES SOUTH OF THE
 CS2000'RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  A C
 CS2000'AND GS BENCH MARK DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH
 CS2000'PROJECTS 3 INCHES ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0624 ***********************************************************************
 DN0624  DESIGNATION -  K 945
 DN0624  PID         -  DN0624
 DN0624  STATE/COUNTY-  TX/DENTON
 DN0624  USGS QUAD   -  JUSTIN (1978)
 DN0624
 DN0624                         *CURRENT SURVEY CONTROL
 DN0624  ___________________________________________________________________
 DN0624* NAD 83(1986)-  33 05 58.     (N)    097 17 33.     (W)     SCALED    
 DN0624* NAVD 88     -       191.242  (meters)     627.43   (feet)  ADJUSTED  
 DN0624  ___________________________________________________________________
 DN0624  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DN0624  DYNAMIC HT  -         191.021 (meters)     626.71  (feet)  COMP
 DN0624  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 DN0624
 DN0624  VERT ORDER  -  SECOND    CLASS 0
 DN0624
 DN0624.The horizontal coordinates were scaled from a topographic map and have
 DN0624.an estimated accuracy of +/- 6 seconds.
 DN0624
 DN0624.The orthometric height was determined by differential leveling
 DN0624.and adjusted by the National Geodetic Survey in June 1991..
 DN0624
 DN0624.The geoid height was determined by GEOID03.
 DN0624
 DN0624.The dynamic height is computed by dividing the NAVD 88
 DN0624.geopotential number by the normal gravity value computed on the
 DN0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0624.degrees latitude (g = 980.6199 gals.).
 DN0624
 DN0624.The modeled gravity was interpolated from observed gravity values.
 DN0624
 DN0624;                    North         East    Units  Estimated Accuracy
 DN0624;SPC TXNC     - 2,159,530.      712,700.      MT  (+/- 180 meters Scaled)
 DN0624
 DN0624                          SUPERSEDED SURVEY CONTROL
 DN0624
 DN0624  NGVD 29 (??/??/92)  191.212  (m)          627.33   (f) ADJ UNCH    2 0
 DN0624
 DN0624.Superseded values are not recommended for survey control.
 DN0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0624.See file dsdata.txt to determine how the superseded data were derived.
 DN0624
 DN0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB593636(NAD 83)
 DN0624_MARKER: DB = BENCH MARK DISK
 DN0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0624_SP_SET: BRIDGE
 DN0624_STAMPING: K 945 1946
 DN0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN0624+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0624
 DN0624  HISTORY     - Date     Condition        Report By
 DN0624  HISTORY     - 1946     MONUMENTED       CGS
 DN0624  HISTORY     - 1960     GOOD             NGS
 DN0624  HISTORY     - 19920907 MARK NOT FOUND   USPSQD
 DN0624  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0624  HISTORY     - 20051031 GOOD             BOHAN
 DN0624
 DN0624                          STATION DESCRIPTION
 DN0624
 DN0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0624'0.9 MI N FROM JUSTIN.
 DN0624'TO REACH MARK FROM JUSTIN GO NORTH ABOUT 0.9 MILES ALONG THE GULF,
 DN0624'COLORADO, AND SANTA FE RAILROAD TO SITE OF MARK.  BENCH MARK IS AT THE
 DN0624'WEST END OF THE SOUTH ABUTMENT OF BRIDGE NO. 371 B, 9.0 FEET WEST OF
 DN0624'AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE RAILROAD.  A BRONZE
 DN0624'DISK STAMPED K 945 1946 SET IN A DRILL HOLE IN CONCRETE.
 DN0624
 DN0624                          STATION RECOVERY (1960)
 DN0624
 DN0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 DN0624'RECOVERED IN GOOD CONDITION.
 DN0624
 DN0624                          STATION RECOVERY (1992)
 DN0624
 DN0624'RECOVERY NOTE BY US POWER SQUADRON 1992 (HLO)
 DN0624'MARK NOT FOUND.
 DN0624
 DN0624                          STATION RECOVERY (2005)
 DN0624
 DN0624'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0624'MARK NOT FOUND.
 DN0624
 DN0624                          STATION RECOVERY (2005)
 DN0624
 DN0624'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1864 ***********************************************************************
 CS1864  DESIGNATION -  K 946
 CS1864  PID         -  CS1864
 CS1864  STATE/COUNTY-  TX/TARRANT
 CS1864  USGS QUAD   -  KELLER (1981)
 CS1864
 CS1864                         *CURRENT SURVEY CONTROL
 CS1864  ___________________________________________________________________
 CS1864* NAD 83(1986)-  32 57 20.     (N)    097 21 20.     (W)     SCALED    
 CS1864* NAVD 88     -       225.561  (meters)     740.03   (feet)  ADJUSTED  
 CS1864  ___________________________________________________________________
 CS1864  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS1864  DYNAMIC HT  -         225.296 (meters)     739.16  (feet)  COMP
 CS1864  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 CS1864
 CS1864  VERT ORDER  -  SECOND    CLASS 0
 CS1864
 CS1864.The horizontal coordinates were scaled from a topographic map and have
 CS1864.an estimated accuracy of +/- 6 seconds.
 CS1864
 CS1864.The orthometric height was determined by differential leveling
 CS1864.and adjusted by the National Geodetic Survey in June 1991..
 CS1864
 CS1864.The geoid height was determined by GEOID03.
 CS1864
 CS1864.The dynamic height is computed by dividing the NAVD 88
 CS1864.geopotential number by the normal gravity value computed on the
 CS1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1864.degrees latitude (g = 980.6199 gals.).
 CS1864
 CS1864.The modeled gravity was interpolated from observed gravity values.
 CS1864
 CS1864;                    North         East    Units  Estimated Accuracy
 CS1864;SPC TXNC     - 2,143,510.      706,990.      MT  (+/- 180 meters Scaled)
 CS1864
 CS1864                          SUPERSEDED SURVEY CONTROL
 CS1864
 CS1864  NGVD 29 (??/??/92)  225.550  (m)          739.99   (f) ADJ UNCH    2 0
 CS1864
 CS1864.Superseded values are not recommended for survey control.
 CS1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1864.See file dsdata.txt to determine how the superseded data were derived.
 CS1864
 CS1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB537475(NAD 83)
 CS1864_MARKER: DB = BENCH MARK DISK
 CS1864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1864_SP_SET: ABUTMENT
 CS1864_STAMPING: K 946 1946
 CS1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1864
 CS1864  HISTORY     - Date     Condition        Report By
 CS1864  HISTORY     - 1946     MONUMENTED       CGS
 CS1864  HISTORY     - 1962     GOOD             NGS
 CS1864  HISTORY     - 1990     GOOD             USPSQD
 CS1864
 CS1864                          STATION DESCRIPTION
 CS1864
 CS1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1864'1.4 MI S FROM HASLET.
 CS1864'1.4 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CS1864'STATION AT HASLET, TARRANT COUNTY, AT BRIDGE 360 B, IN THE TOP OF THE
 CS1864'WEST END OF THE SOUTH CONCRETE ABUTMENT, 9 FEET WEST OF THE CENTER
 CS1864'LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 CS1864'DISK, STAMPED K 946 1946.  NOTE-- TO REACH FROM THE VILLAGE OF HASLET,
 CS1864'GO SOUTH ON FARM ROAD 156 FOR 2.0 MILES TO A CROSSROAD, THENCE WEST
 CS1864'ALONG A BLACK TOP ROAD FOR 0.6 MILE TO THE RAILROAD CROSSING, THENCE
 CS1864'NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD TRACKS FOR 0.7
 CS1864'MILE TO BRIDGE 360 B AND THE BENCH MARK.
 CS1864
 CS1864                          STATION RECOVERY (1990)
 CS1864
 CS1864'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 CS1864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0338 ***********************************************************************
 DN0338  DESIGNATION -  K 947
 DN0338  PID         -  DN0338
 DN0338  STATE/COUNTY-  TX/DENTON
 DN0338  USGS QUAD   -  LITTLE ELM (1968)
 DN0338
 DN0338                         *CURRENT SURVEY CONTROL
 DN0338  ___________________________________________________________________
 DN0338* NAD 83(1986)-  33 09 18.     (N)    096 55 25.     (W)     SCALED    
 DN0338* NAVD 88     -       167.318  (meters)     548.94   (feet)  ADJUSTED  
 DN0338  ___________________________________________________________________
 DN0338  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DN0338  DYNAMIC HT  -         167.131 (meters)     548.33  (feet)  COMP
 DN0338  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 DN0338
 DN0338  VERT ORDER  -  SECOND    CLASS 0
 DN0338
 DN0338.The horizontal coordinates were scaled from a topographic map and have
 DN0338.an estimated accuracy of +/- 6 seconds.
 DN0338
 DN0338.The orthometric height was determined by differential leveling
 DN0338.and adjusted by the National Geodetic Survey in June 1991..
 DN0338
 DN0338.The geoid height was determined by GEOID03.
 DN0338
 DN0338.The dynamic height is computed by dividing the NAVD 88
 DN0338.geopotential number by the normal gravity value computed on the
 DN0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0338.degrees latitude (g = 980.6199 gals.).
 DN0338
 DN0338.The modeled gravity was interpolated from observed gravity values.
 DN0338
 DN0338;                    North         East    Units  Estimated Accuracy
 DN0338;SPC TXNC     - 2,166,140.      747,040.      MT  (+/- 180 meters Scaled)
 DN0338
 DN0338                          SUPERSEDED SURVEY CONTROL
 DN0338
 DN0338  NGVD 29 (??/??/92)  167.324  (m)          548.96   (f) ADJ UNCH    2 0
 DN0338
 DN0338.Superseded values are not recommended for survey control.
 DN0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0338.See file dsdata.txt to determine how the superseded data were derived.
 DN0338
 DN0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB936703(NAD 83)
 DN0338_MARKER: DB = BENCH MARK DISK
 DN0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0338_STAMPING: K 947 1946
 DN0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0338+STABILITY: SURFACE MOTION
 DN0338
 DN0338  HISTORY     - Date     Condition        Report By
 DN0338  HISTORY     - 1946     MONUMENTED       CGS
 DN0338  HISTORY     - 1960     GOOD             NGS
 DN0338  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 DN0338  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0338  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0338
 DN0338                          STATION DESCRIPTION
 DN0338
 DN0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DN0338'1 MI SE FROM LITTLE ELM.
 DN0338'IT IS 1.0 MILE SOUTHEAST OF LITTLE ELM, ALONG THE SOUTHWEST SIDE OF AN
 DN0338'OLD BLACKTOP ROAD WHICH CROSSES AN ARM OF THE LAKE, 0.1 MILE NORTHWEST
 DN0338'OF THE JUNCTION OF A ROAD TO THE WEST AND SOUTH, 0.2 MILE SOUTH OF A
 DN0338'CEMETERY, 44 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 5 FEET EAST
 DN0338'OF A POWER POLE AND UNDER A DOUBLE GUY TO THE POLE.  IT IS ALONG THE
 DN0338'OLD ROAD TO FRISCO.  A STANDARD DISK STAMPED K 947 1946 IN A CONCRETE
 DN0338'POST WHICH PROJECTS ABOUT 6 INCHES.
 DN0338
 DN0338                          STATION RECOVERY (1995)
 DN0338
 DN0338'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0338'MARK NOT FOUND.
 DN0338
 DN0338                          STATION RECOVERY (1998)
 DN0338
 DN0338'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0338'MARK NOT FOUND.
 DN0338
 DN0338                          STATION RECOVERY (2005)
 DN0338
 DN0338'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0327 ***********************************************************************
 DN0327  DESIGNATION -  K 948
 DN0327  PID         -  DN0327
 DN0327  STATE/COUNTY-  TX/DENTON
 DN0327  USGS QUAD   -  LITTLE ELM (1968)
 DN0327
 DN0327                         *CURRENT SURVEY CONTROL
 DN0327  ___________________________________________________________________
 DN0327* NAD 83(1986)-  33 11 19.     (N)    096 59 16.     (W)     SCALED    
 DN0327* NAVD 88     -       183.165  (meters)     600.93   (feet)  ADJUSTED  
 DN0327  ___________________________________________________________________
 DN0327  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DN0327  DYNAMIC HT  -         182.961 (meters)     600.26  (feet)  COMP
 DN0327  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 DN0327
 DN0327  VERT ORDER  -  SECOND    CLASS 0
 DN0327
 DN0327.The horizontal coordinates were scaled from a topographic map and have
 DN0327.an estimated accuracy of +/- 6 seconds.
 DN0327
 DN0327.The orthometric height was determined by differential leveling
 DN0327.and adjusted by the National Geodetic Survey in June 1991..
 DN0327
 DN0327.The geoid height was determined by GEOID03.
 DN0327
 DN0327.The dynamic height is computed by dividing the NAVD 88
 DN0327.geopotential number by the normal gravity value computed on the
 DN0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0327.degrees latitude (g = 980.6199 gals.).
 DN0327
 DN0327.The modeled gravity was interpolated from observed gravity values.
 DN0327
 DN0327;                    North         East    Units  Estimated Accuracy
 DN0327;SPC TXNC     - 2,169,780.      741,000.      MT  (+/- 180 meters Scaled)
 DN0327
 DN0327                          SUPERSEDED SURVEY CONTROL
 DN0327
 DN0327  NGVD 29 (??/??/92)  183.164  (m)          600.93   (f) ADJ UNCH    2 0
 DN0327
 DN0327.Superseded values are not recommended for survey control.
 DN0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0327.See file dsdata.txt to determine how the superseded data were derived.
 DN0327
 DN0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB875740(NAD 83)
 DN0327_MARKER: DB = BENCH MARK DISK
 DN0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0327_STAMPING: K 948 1946
 DN0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0327+STABILITY: SURFACE MOTION
 DN0327
 DN0327  HISTORY     - Date     Condition        Report By
 DN0327  HISTORY     - 1946     MONUMENTED       CGS
 DN0327  HISTORY     - 19950707 GOOD             USPSQD
 DN0327  HISTORY     - 19980214 MARK NOT FOUND   USPSQD
 DN0327
 DN0327                          STATION DESCRIPTION
 DN0327
 DN0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0327'4.0 MI NW FROM LITTLE ELM.
 DN0327'TO REACH FROM THE LITTLE ELM RURAL HIGH SCHOOL AT LITTLE ELM GO WEST
 DN0327'1.0 MILE ALONG STATE HIGHWAY 24, THENCE NORTH 3.0 MILES ALONG A
 DN0327'GRAVELED ROAD TO THE SITE OF THE MARK.  THE BENCH MARK IS ABOUT 50
 DN0327'YARDS SOUTHEAST OF A WHITE FRAME FARMHOUSE, 24.0 FEET SOUTH OF AND
 DN0327'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 45.5 FEET WEST OF A 24
 DN0327'INCH OAK TREE, 38.0 FEET NORTH OF A 20 INCH OAK TREE.  19.0 FEET WEST
 DN0327'OF A FENCE CORNER, 1.0 FOOT NORTH OF A FENCE, 1.0 FOOT WEST OF A WHITE
 DN0327'4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 DN0327'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 DN0327
 DN0327                          STATION RECOVERY (1995)
 DN0327
 DN0327'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0327'RECOVERED IN GOOD CONDITION.
 DN0327
 DN0327                          STATION RECOVERY (1998)
 DN0327
 DN0327'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0680 ***********************************************************************
 DN0680  DESIGNATION -  K 949
 DN0680  PID         -  DN0680
 DN0680  STATE/COUNTY-  TX/DENTON
 DN0680  USGS QUAD   -  DENTON WEST (1960)
 DN0680
 DN0680                         *CURRENT SURVEY CONTROL
 DN0680  ___________________________________________________________________
 DN0680* NAD 83(1986)-  33 13 36.     (N)    097 08 58.     (W)     SCALED    
 DN0680* NAVD 88     -       199.699  (meters)     655.18   (feet)  ADJUSTED  
 DN0680  ___________________________________________________________________
 DN0680  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DN0680  DYNAMIC HT  -         199.475 (meters)     654.44  (feet)  COMP
 DN0680  MODELED GRAV-     979,509.2   (mgal)                       NAVD 88
 DN0680
 DN0680  VERT ORDER  -  SECOND    CLASS 0
 DN0680
 DN0680.The horizontal coordinates were scaled from a topographic map and have
 DN0680.an estimated accuracy of +/- 6 seconds.
 DN0680
 DN0680.The orthometric height was determined by differential leveling
 DN0680.and adjusted by the National Geodetic Survey in June 1991..
 DN0680
 DN0680.The geoid height was determined by GEOID03.
 DN0680
 DN0680.The dynamic height is computed by dividing the NAVD 88
 DN0680.geopotential number by the normal gravity value computed on the
 DN0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0680.degrees latitude (g = 980.6199 gals.).
 DN0680
 DN0680.The modeled gravity was interpolated from observed gravity values.
 DN0680
 DN0680;                    North         East    Units  Estimated Accuracy
 DN0680;SPC TXNC     - 2,173,800.      725,870.      MT  (+/- 180 meters Scaled)
 DN0680
 DN0680                          SUPERSEDED SURVEY CONTROL
 DN0680
 DN0680  NGVD 29 (??/??/92)  199.68   (m)          655.1    (f) COMPUTED    2 0
 DN0680
 DN0680.Superseded values are not recommended for survey control.
 DN0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0680.See file dsdata.txt to determine how the superseded data were derived.
 DN0680
 DN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB724779(NAD 83)
 DN0680_MARKER: DB = BENCH MARK DISK
 DN0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0680_STAMPING: K 949 1946
 DN0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0680+STABILITY: SURFACE MOTION
 DN0680
 DN0680  HISTORY     - Date     Condition        Report By
 DN0680  HISTORY     - 1946     MONUMENTED       CGS
 DN0680  HISTORY     - 1960     MARK NOT FOUND   LOCENG
 DN0680  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0680
 DN0680                          STATION DESCRIPTION
 DN0680
 DN0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DN0680'2.3 MI W FROM DENTON.
 DN0680'TO REACH FROM THE POST OFFICE AT DENTON GO WEST 0.1 MILE ALONG
 DN0680'MCKINNEY STREET, THENCE NORTH 1.0 MILE ALONG U.S. HIGHWAY NO. 77,
 DN0680'THENCE WEST 1.0 MILE ALONG STATE HIGHWAY NO. 24, THENCE SOUTH 0.2 MILE
 DN0680'ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 65.5 FEET
 DN0680'SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 27.0 FEET WEST OF
 DN0680'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 8.0 FEET SOUTH OF A
 DN0680'FENCE AND 1.0 FOOT NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISK
 DN0680'STAMPED K 949 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 DN0680'INCHES ABOVE GROUND.
 DN0680
 DN0680                          STATION RECOVERY (1960)
 DN0680
 DN0680'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 DN0680'MARK NOT FOUND.
 DN0680
 DN0680                          STATION RECOVERY (2005)
 DN0680
 DN0680'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0369 ***********************************************************************
 CR0369  DESIGNATION -  K 95
 CR0369  PID         -  CR0369
 CR0369  STATE/COUNTY-  TX/CHEROKEE
 CR0369  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0369
 CR0369                         *CURRENT SURVEY CONTROL
 CR0369  ___________________________________________________________________
 CR0369* NAD 83(1986)-  32 01 32.     (N)    095 16 53.     (W)     SCALED    
 CR0369* NAVD 88     -       210.097  (meters)     689.29   (feet)  ADJUSTED  
 CR0369  ___________________________________________________________________
 CR0369  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CR0369  DYNAMIC HT  -         209.845 (meters)     688.47  (feet)  COMP
 CR0369  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 CR0369
 CR0369  VERT ORDER  -  FIRST     CLASS II
 CR0369
 CR0369.The horizontal coordinates were scaled from a topographic map and have
 CR0369.an estimated accuracy of +/- 6 seconds.
 CR0369
 CR0369.The orthometric height was determined by differential leveling
 CR0369.and adjusted by the National Geodetic Survey in June 1991..
 CR0369
 CR0369.The geoid height was determined by GEOID03.
 CR0369
 CR0369.The dynamic height is computed by dividing the NAVD 88
 CR0369.geopotential number by the normal gravity value computed on the
 CR0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0369.degrees latitude (g = 980.6199 gals.).
 CR0369
 CR0369.The modeled gravity was interpolated from observed gravity values.
 CR0369
 CR0369;                    North         East    Units  Estimated Accuracy
 CR0369;SPC TX C     - 3,272,350.    1,177,100.      MT  (+/- 180 meters Scaled)
 CR0369
 CR0369                          SUPERSEDED SURVEY CONTROL
 CR0369
 CR0369  NGVD 29 (??/??/92)  210.111  (m)          689.34   (f) ADJ UNCH    1 2
 CR0369
 CR0369.Superseded values are not recommended for survey control.
 CR0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0369.See file dsdata.txt to determine how the superseded data were derived.
 CR0369
 CR0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR845455(NAD 83)
 CR0369_MARKER: DB = BENCH MARK DISK
 CR0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0369_STAMPING: K 95 1933
 CR0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0369+STABILITY: SURFACE MOTION
 CR0369
 CR0369  HISTORY     - Date     Condition        Report By
 CR0369  HISTORY     - 1933     MONUMENTED       CGS
 CR0369  HISTORY     - 1959     GOOD             NGS
 CR0369  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0369  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 CR0369
 CR0369                          STATION DESCRIPTION
 CR0369
 CR0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0369'5.0 MI N FROM JACKSONVILLE.
 CR0369'5.0 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0369'JACKSONVILLE, CHEROKEE COUNTY, 800 FEET NORTH OF POLE 572.0 AND 33
 CR0369'FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED K 95 1933 AND SET IN
 CR0369'THE TOP OF A CONCRETE POST.
 CR0369
 CR0369                          STATION RECOVERY (1973)
 CR0369
 CR0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0369'MARK NOT FOUND.
 CR0369
 CR0369                          STATION RECOVERY (1996)
 CR0369
 CR0369'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0622 ***********************************************************************
 BZ0622  DESIGNATION -  K 951
 BZ0622  PID         -  BZ0622
 BZ0622  STATE/COUNTY-  TX/HILL
 BZ0622  USGS QUAD   -  IRENE (1978)
 BZ0622
 BZ0622                         *CURRENT SURVEY CONTROL
 BZ0622  ___________________________________________________________________
 BZ0622* NAD 83(1986)-  31 59 44.     (N)    096 51 26.     (W)     SCALED    
 BZ0622* NAVD 88     -       159.146  (meters)     522.13   (feet)  ADJUSTED  
 BZ0622  ___________________________________________________________________
 BZ0622  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BZ0622  DYNAMIC HT  -         158.955 (meters)     521.50  (feet)  COMP
 BZ0622  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 BZ0622
 BZ0622  VERT ORDER  -  SECOND    CLASS 0
 BZ0622
 BZ0622.The horizontal coordinates were scaled from a topographic map and have
 BZ0622.an estimated accuracy of +/- 6 seconds.
 BZ0622
 BZ0622.The orthometric height was determined by differential leveling
 BZ0622.and adjusted by the National Geodetic Survey in June 1991..
 BZ0622
 BZ0622.The geoid height was determined by GEOID03.
 BZ0622
 BZ0622.The dynamic height is computed by dividing the NAVD 88
 BZ0622.geopotential number by the normal gravity value computed on the
 BZ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0622.degrees latitude (g = 980.6199 gals.).
 BZ0622
 BZ0622.The modeled gravity was interpolated from observed gravity values.
 BZ0622
 BZ0622;                    North         East    Units  Estimated Accuracy
 BZ0622;SPC TXNC     - 2,037,690.      755,240.      MT  (+/- 180 meters Scaled)
 BZ0622
 BZ0622                          SUPERSEDED SURVEY CONTROL
 BZ0622
 BZ0622  NGVD 29 (??/??/92)  159.112  (m)          522.02   (f) ADJ UNCH    2 0
 BZ0622
 BZ0622.Superseded values are not recommended for survey control.
 BZ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0622.See file dsdata.txt to determine how the superseded data were derived.
 BZ0622
 BZ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA024419(NAD 83)
 BZ0622_MARKER: DB = BENCH MARK DISK
 BZ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0622_STAMPING: K 951 1946
 BZ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0622+STABILITY: SURFACE MOTION
 BZ0622
 BZ0622  HISTORY     - Date     Condition        Report By
 BZ0622  HISTORY     - 1946     MONUMENTED       CGS
 BZ0622  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 BZ0622  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0622
 BZ0622                          STATION DESCRIPTION
 BZ0622
 BZ0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 BZ0622'0.5 MI E FROM IRENE.
 BZ0622'TO REACH FROM THE IRENE SCHOOL AT IRENE GO EAST 0.5 MILE ALONG A
 BZ0622'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS AT THE NORTHWEST CORNER
 BZ0622'OF A FARMYARD, 31.0 FEET SOUTH OF AND ABOUT 1.0 FOOT LOWER THAN THE
 BZ0622'CENTER LINE OF THE ROAD, 72.6 FEET NORTHWEST OF THE NORTHWEST CORNER
 BZ0622'OF THE FARMHOUSE, 77.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BZ0622'BARN, 2.0 FEET WEST OF A FENCE CORNER AND 1.0 FOOT EAST OF A 4 X 4 IN.
 BZ0622'MARKER POST.  A BRONZE DISK STAMPED K 951 1946 SET IN THE TOP OF A
 BZ0622'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 BZ0622
 BZ0622                          STATION RECOVERY (1999)
 BZ0622
 BZ0622'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0622'MARK NOT FOUND.
 BZ0622
 BZ0622                          STATION RECOVERY (2002)
 BZ0622
 BZ0622'RECOVERY NOTE BY US POWER SQUADRON 2002 (HRM)
 BZ0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0869 ***********************************************************************
 CS0869  DESIGNATION -  K 952
 CS0869  PID         -  CS0869
 CS0869  STATE/COUNTY-  TX/NAVARRO
 CS0869  USGS QUAD   -  CRYER CREEK (1978)
 CS0869
 CS0869                         *CURRENT SURVEY CONTROL
 CS0869  ___________________________________________________________________
 CS0869* NAD 83(1986)-  32 09 12.     (N)    096 38 31.     (W)     SCALED    
 CS0869* NAVD 88     -       151.649  (meters)     497.54   (feet)  ADJUSTED  
 CS0869  ___________________________________________________________________
 CS0869  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CS0869  DYNAMIC HT  -         151.473 (meters)     496.96  (feet)  COMP
 CS0869  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 CS0869
 CS0869  VERT ORDER  -  SECOND    CLASS 0
 CS0869
 CS0869.The horizontal coordinates were scaled from a topographic map and have
 CS0869.an estimated accuracy of +/- 6 seconds.
 CS0869
 CS0869.The orthometric height was determined by differential leveling
 CS0869.and adjusted by the National Geodetic Survey in June 1991..
 CS0869
 CS0869.The geoid height was determined by GEOID03.
 CS0869
 CS0869.The dynamic height is computed by dividing the NAVD 88
 CS0869.geopotential number by the normal gravity value computed on the
 CS0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0869.degrees latitude (g = 980.6199 gals.).
 CS0869
 CS0869.The modeled gravity was interpolated from observed gravity values.
 CS0869
 CS0869;                    North         East    Units  Estimated Accuracy
 CS0869;SPC TXNC     - 2,055,520.      775,270.      MT  (+/- 180 meters Scaled)
 CS0869
 CS0869                          SUPERSEDED SURVEY CONTROL
 CS0869
 CS0869  NGVD 29 (??/??/92)  151.639  (m)          497.50   (f) ADJ UNCH    2 0
 CS0869
 CS0869.Superseded values are not recommended for survey control.
 CS0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0869.See file dsdata.txt to determine how the superseded data were derived.
 CS0869
 CS0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA223598(NAD 83)
 CS0869_MARKER: DB = BENCH MARK DISK
 CS0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0869_STAMPING: K 952 1946
 CS0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0869+STABILITY: SURFACE MOTION
 CS0869
 CS0869  HISTORY     - Date     Condition        Report By
 CS0869  HISTORY     - 1946     MONUMENTED       CGS
 CS0869
 CS0869                          STATION DESCRIPTION
 CS0869
 CS0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0869'8.0 MI NW FROM EMHOUSE.
 CS0869'TO REACH FROM THE FT. WORTH AND DENVER CITY RAILROAD STATION AT
 CS0869'EMHOUSE GO NORTHWEST 3.0 MILES ALONG A PAVED ROAD, THENCE
 CS0869'SOUTHWESTERLY 2.9 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHEAST 0.9
 CS0869'MILE, THENCE SOUTHWESTERLY 1.2 MILES ALONG A GRADED DIRT ROAD TO SITE
 CS0869'OF MARK, BENCH MARK IS 129.0 FEET SOUTH OF THE EAST END OF A
 CS0869'CORRUGATED IRON CULVERT, 19.0 FEET EAST OF AND ABOUT LEVEL WITH THE
 CS0869'CENTER LINE OF THE ROAD, 3.0 FEET NORTHEAST OF REA POWER POLE NO. 3175
 CS0869'AND 1.0 FOOT SOUTH OF A 4 IN. X 4 IN. MARKER POST.  A BRONZE DISK
 CS0869'STAMPED K 952 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CS0869'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0891 ***********************************************************************
 CS0891  DESIGNATION -  K 953
 CS0891  PID         -  CS0891
 CS0891  STATE/COUNTY-  TX/ELLIS
 CS0891  USGS QUAD   -  AVALON (1976)
 CS0891
 CS0891                         *CURRENT SURVEY CONTROL
 CS0891  ___________________________________________________________________
 CS0891* NAD 83(1986)-  32 10 58.     (N)    096 52 08.     (W)     SCALED    
 CS0891* NAVD 88     -       164.831  (meters)     540.78   (feet)  ADJUSTED  
 CS0891  ___________________________________________________________________
 CS0891  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 CS0891  DYNAMIC HT  -         164.635 (meters)     540.14  (feet)  COMP
 CS0891  MODELED GRAV-     979,445.5   (mgal)                       NAVD 88
 CS0891
 CS0891  VERT ORDER  -  SECOND    CLASS 0
 CS0891
 CS0891.The horizontal coordinates were scaled from a topographic map and have
 CS0891.an estimated accuracy of +/- 6 seconds.
 CS0891
 CS0891.The orthometric height was determined by differential leveling
 CS0891.and adjusted by the National Geodetic Survey in June 1991..
 CS0891
 CS0891.The geoid height was determined by GEOID03.
 CS0891
 CS0891.The dynamic height is computed by dividing the NAVD 88
 CS0891.geopotential number by the normal gravity value computed on the
 CS0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0891.degrees latitude (g = 980.6199 gals.).
 CS0891
 CS0891.The modeled gravity was interpolated from observed gravity values.
 CS0891
 CS0891;                    North         East    Units  Estimated Accuracy
 CS0891;SPC TXNC     - 2,058,430.      753,810.      MT  (+/- 180 meters Scaled)
 CS0891
 CS0891                          SUPERSEDED SURVEY CONTROL
 CS0891
 CS0891  NGVD 29 (??/??/92)  164.816  (m)          540.73   (f) ADJ UNCH    2 0
 CS0891
 CS0891.Superseded values are not recommended for survey control.
 CS0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0891.See file dsdata.txt to determine how the superseded data were derived.
 CS0891
 CS0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA009626(NAD 83)
 CS0891_MARKER: DB = BENCH MARK DISK
 CS0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0891_STAMPING: K 953 1946
 CS0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0891+STABILITY: SURFACE MOTION
 CS0891
 CS0891  HISTORY     - Date     Condition        Report By
 CS0891  HISTORY     - 1946     MONUMENTED       CGS
 CS0891
 CS0891                          STATION DESCRIPTION
 CS0891
 CS0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0891'1.2 MI E FROM ITALY.
 CS0891'TO REACH FROM THE MISSOURI, KANSAS, TEXAS RAILROAD STATION AT ITALY GO
 CS0891'NORTH 1 BLOCK, THENCE EASTERLY 1.2 MILES ALONG STATE HIGHWAY NO. 34 TO
 CS0891'SITE OF MARK, BENCH MARK IS ABOUT 80 YARDS SOUTHWEST OF A FARMHOUSE,
 CS0891'47.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 CS0891'HIGHWAY, 109.0 FEET WEST OF THE WEST END OF A BOARD GATE, 1.0 FOOT
 CS0891'SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4 IN. X 4 IN. MARKER POST. A
 CS0891'BRONZE DISK STAMPED K 953 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 CS0891'PROJECTS 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0927 ***********************************************************************
 CS0927  DESIGNATION -  K 954
 CS0927  PID         -  CS0927
 CS0927  STATE/COUNTY-  TX/NAVARRO
 CS0927  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0927
 CS0927                         *CURRENT SURVEY CONTROL
 CS0927  ___________________________________________________________________
 CS0927* NAD 83(1986)-  32 05 17.     (N)    096 43 50.     (W)     SCALED    
 CS0927* NAVD 88     -       182.941  (meters)     600.20   (feet)  ADJUSTED  
 CS0927  ___________________________________________________________________
 CS0927  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CS0927  DYNAMIC HT  -         182.726 (meters)     599.49  (feet)  COMP
 CS0927  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 CS0927
 CS0927  VERT ORDER  -  SECOND    CLASS 0
 CS0927
 CS0927.The horizontal coordinates were scaled from a topographic map and have
 CS0927.an estimated accuracy of +/- 6 seconds.
 CS0927
 CS0927.The orthometric height was determined by differential leveling
 CS0927.and adjusted by the National Geodetic Survey in June 1991..
 CS0927
 CS0927.The geoid height was determined by GEOID03.
 CS0927
 CS0927.The dynamic height is computed by dividing the NAVD 88
 CS0927.geopotential number by the normal gravity value computed on the
 CS0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0927.degrees latitude (g = 980.6199 gals.).
 CS0927
 CS0927.The modeled gravity was interpolated from observed gravity values.
 CS0927
 CS0927;                    North         East    Units  Estimated Accuracy
 CS0927;SPC TXNC     - 2,048,140.      767,040.      MT  (+/- 180 meters Scaled)
 CS0927
 CS0927                          SUPERSEDED SURVEY CONTROL
 CS0927
 CS0927  NGVD 29 (??/??/92)  182.922  (m)          600.14   (f) ADJ UNCH    2 0
 CS0927
 CS0927.Superseded values are not recommended for survey control.
 CS0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0927.See file dsdata.txt to determine how the superseded data were derived.
 CS0927
 CS0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA141524(NAD 83)
 CS0927_MARKER: DB = BENCH MARK DISK
 CS0927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0927_SP_SET: CULVERT
 CS0927_STAMPING: K 954 1946
 CS0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0927
 CS0927  HISTORY     - Date     Condition        Report By
 CS0927  HISTORY     - 1946     MONUMENTED       CGS
 CS0927  HISTORY     - 1969     GOOD             NGS
 CS0927
 CS0927                          STATION DESCRIPTION
 CS0927
 CS0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0927'1.2 MI W FROM BLOOMING GROVE.
 CS0927'TO REACH FROM THE POST OFFICE AT BLOOMING GROVE GO NORTH 0.3 MILE
 CS0927'ALONG MAIN STREET, THENCE WESTERLY 0.9 MILE ALONG STATE HIGHWAY NO. 22
 CS0927'TO SITE OF MARK, BENCH MARK IS 21.0 FEET NORTH OF AND ABOUT LEVEL WITH
 CS0927'THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE EAST END OF THE NORTH
 CS0927'HEADWALL OF A 4 X 4 FT. CONCRETE CULVERT.  A BRONZE DISK STAMPED K 954
 CS0927'1946 SET IN A DRILL HOLE IN CONCRETE.
 CS0927
 CS0927                          STATION RECOVERY (1969)
 CS0927
 CS0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CS0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0928 ***********************************************************************
 CS0928  DESIGNATION -  K 954 RESET 1965
 CS0928  PID         -  CS0928
 CS0928  STATE/COUNTY-  TX/NAVARRO
 CS0928  USGS QUAD   -  BLOOMING GROVE (1965)
 CS0928
 CS0928                         *CURRENT SURVEY CONTROL
 CS0928  ___________________________________________________________________
 CS0928* NAD 83(1986)-  32 05 17.     (N)    096 43 51.     (W)     SCALED    
 CS0928* NAVD 88     -       182.77   (+/-2cm)     599.6    (feet)  VERTCON   
 CS0928  ___________________________________________________________________
 CS0928  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CS0928
 CS0928  VERT ORDER  -  THIRD (See Below)
 CS0928
 CS0928.The horizontal coordinates were scaled from a topographic map and have
 CS0928.an estimated accuracy of +/- 6 seconds.
 CS0928
 CS0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0928.The vertical order pertains to the NGVD 29 superseded value.
 CS0928
 CS0928.The geoid height was determined by GEOID03.
 CS0928
 CS0928;                    North         East    Units  Estimated Accuracy
 CS0928;SPC TXNC     - 2,048,140.      767,010.      MT  (+/- 180 meters Scaled)
 CS0928
 CS0928                          SUPERSEDED SURVEY CONTROL
 CS0928
 CS0928  NGVD 29 (01/29/03)  182.75   (m)          599.6    (f) RESET       3  
 CS0928
 CS0928.Superseded values are not recommended for survey control.
 CS0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0928.See file dsdata.txt to determine how the superseded data were derived.
 CS0928
 CS0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA141524(NAD 83)
 CS0928_MARKER: DB = BENCH MARK DISK
 CS0928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0928_SP_SET: CULVERT
 CS0928_STAMPING: K 954 RESET 1965
 CS0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0928
 CS0928  HISTORY     - Date     Condition        Report By
 CS0928  HISTORY     - 1965     MONUMENTED       CGS
 CS0928
 CS0928                          STATION DESCRIPTION
 CS0928
 CS0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 CS0928'1.2 MI W FROM BLOOMING GROVE.
 CS0928'FROM THE POST OFFICE AT BLOOMING GROVE, GOING NORTH 0.3 MILES ALONG
 CS0928'MAIN STREET, THENCE WESTERLY 0.9 MILES ALONG SH 22 TO SITE OF BENCH
 CS0928'MARK, 25.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 CS0928'HIGHWAY, ON TOP OF THE EAST END OF THE NORTH HEADWALL OF A 4 X 3 FT.
 CS0928'CONCRETE CULVERT SET IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0841 ***********************************************************************
 CS0841  DESIGNATION -  K 955
 CS0841  PID         -  CS0841
 CS0841  STATE/COUNTY-  TX/ELLIS
 CS0841  USGS QUAD   -  FORRESTON (1978)
 CS0841
 CS0841                         *CURRENT SURVEY CONTROL
 CS0841  ___________________________________________________________________
 CS0841* NAD 83(1986)-  32 21 38.     (N)    096 48 31.     (W)     SCALED    
 CS0841* NAVD 88     -       158.538  (meters)     520.14   (feet)  ADJUSTED  
 CS0841  ___________________________________________________________________
 CS0841  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CS0841  DYNAMIC HT  -         158.351 (meters)     519.52  (feet)  COMP
 CS0841  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 CS0841
 CS0841  VERT ORDER  -  SECOND    CLASS 0
 CS0841
 CS0841.The horizontal coordinates were scaled from a topographic map and have
 CS0841.an estimated accuracy of +/- 6 seconds.
 CS0841
 CS0841.The orthometric height was determined by differential leveling
 CS0841.and adjusted by the National Geodetic Survey in June 1991..
 CS0841
 CS0841.The geoid height was determined by GEOID03.
 CS0841
 CS0841.The dynamic height is computed by dividing the NAVD 88
 CS0841.geopotential number by the normal gravity value computed on the
 CS0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0841.degrees latitude (g = 980.6199 gals.).
 CS0841
 CS0841.The modeled gravity was interpolated from observed gravity values.
 CS0841
 CS0841;                    North         East    Units  Estimated Accuracy
 CS0841;SPC TXNC     - 2,078,230.      759,180.      MT  (+/- 180 meters Scaled)
 CS0841
 CS0841                          SUPERSEDED SURVEY CONTROL
 CS0841
 CS0841  NGVD 29 (??/??/92)  158.530  (m)          520.11   (f) ADJ UNCH    2 0
 CS0841
 CS0841.Superseded values are not recommended for survey control.
 CS0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0841.See file dsdata.txt to determine how the superseded data were derived.
 CS0841
 CS0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA061825(NAD 83)
 CS0841_MARKER: DB = BENCH MARK DISK
 CS0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0841_STAMPING: K 955 1946
 CS0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0841+STABILITY: SURFACE MOTION
 CS0841
 CS0841  HISTORY     - Date     Condition        Report By
 CS0841  HISTORY     - 1946     MONUMENTED       CGS
 CS0841  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0841
 CS0841                          STATION DESCRIPTION
 CS0841
 CS0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0841'3.0 MI SE FROM WAXAHACHIE.
 CS0841'TO REACH FROM THE COUNTY COURT HOUSE AT WAXAHACHIE GO SOUTHEASTERLY
 CS0841'3.0 MILES ALONG U.S. HIGHWAY NO. 287 TO SITE OF MARK, BENCH MARK IS
 CS0841'ABOUT 3.3 MILES NORTHWEST OF REAGOR SPRINGS, ABOUT 100 YARDS NORTH OF
 CS0841'A RAILROAD TRESTLE, 57.0 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE
 CS0841'CENTER LINE OF THE HIGHWAY, 84.0 FEET NORTHWEST OF A POWER POLE, 4.0
 CS0841'FEET SOUTHWEST OF A FENCE CORNER AND 1.0 FOOT NORTHEAST OF A 4 X 4 IN.
 CS0841'MARKER POST.  A BRONZE DISK STAMPED K 955 1946 SET IN THE TOP OF A
 CS0841'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.
 CS0841
 CS0841                          STATION RECOVERY (2002)
 CS0841
 CS0841'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLW)
 CS0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1486 ***********************************************************************
 CS1486  DESIGNATION -  K 957
 CS1486  PID         -  CS1486
 CS1486  STATE/COUNTY-  TX/DALLAS
 CS1486  USGS QUAD   -  HUTCHINS (1973)
 CS1486
 CS1486                         *CURRENT SURVEY CONTROL
 CS1486  ___________________________________________________________________
 CS1486* NAD 83(1986)-  32 38 27.     (N)    096 44 28.     (W)     SCALED    
 CS1486* NAVD 88     -       152.172  (meters)     499.25   (feet)  ADJUSTED  
 CS1486  ___________________________________________________________________
 CS1486  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CS1486  DYNAMIC HT  -         151.997 (meters)     498.68  (feet)  COMP
 CS1486  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 CS1486
 CS1486  VERT ORDER  -  SECOND    CLASS 0
 CS1486
 CS1486.The horizontal coordinates were scaled from a topographic map and have
 CS1486.an estimated accuracy of +/- 6 seconds.
 CS1486
 CS1486.The orthometric height was determined by differential leveling
 CS1486.and adjusted by the National Geodetic Survey in June 1991..
 CS1486
 CS1486.The geoid height was determined by GEOID03.
 CS1486
 CS1486.The dynamic height is computed by dividing the NAVD 88
 CS1486.geopotential number by the normal gravity value computed on the
 CS1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1486.degrees latitude (g = 980.6199 gals.).
 CS1486
 CS1486.The modeled gravity was interpolated from observed gravity values.
 CS1486
 CS1486;                    North         East    Units  Estimated Accuracy
 CS1486;SPC TXNC     - 2,109,410.      765,010.      MT  (+/- 180 meters Scaled)
 CS1486
 CS1486                          SUPERSEDED SURVEY CONTROL
 CS1486
 CS1486  NGVD 29 (??/??/92)  152.181  (m)          499.28   (f) ADJ UNCH    2 0
 CS1486
 CS1486.Superseded values are not recommended for survey control.
 CS1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1486.See file dsdata.txt to determine how the superseded data were derived.
 CS1486
 CS1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB118137(NAD 83)
 CS1486_MARKER: DB = BENCH MARK DISK
 CS1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1486_STAMPING: K 957 1946
 CS1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1486+STABILITY: SURFACE MOTION
 CS1486
 CS1486  HISTORY     - Date     Condition        Report By
 CS1486  HISTORY     - 1946     MONUMENTED       CGS
 CS1486  HISTORY     - 1958     GOOD             NGS
 CS1486  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1486
 CS1486                          STATION DESCRIPTION
 CS1486
 CS1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1486'1.7 MI SW FROM HUTCHINS.
 CS1486'TO REACH FROM THE BUSINESS SECTION IN HUTCHINS, GO NORTHWEST ALONG OLD
 CS1486'HIGHWAY NO. 75 ALONG THE WEST SIDE OF THE RAILROAD ABOUT 0.3 MILE TO
 CS1486'THE HUTCHINS-LANCASTER HIGHWAY TO THE LEFT.  TURN LEFT HERE AND GO
 CS1486'SOUTHWEST TOWARD LANCASTER 0.6 MILE.  THEN TAKE THE RIGHT FORK AND GO
 CS1486'SOUTHWEST AND WEST ALONG CLEVELAND ROAD 01.2 MILES TO THE RAILROAD
 CS1486'CROSSING AND THE MARK.  THE MARK IS A STANDARD DISK STAMPED K 957 1946
 CS1486'IN A CONCRETE POST ABOUT FLUSH WITH THE GROUND, 51 FEET NORTH OF THE
 CS1486'CENTER OF CLEVELAND ROAD, 45 FEET WEST OF THE CENTERLINE OF THE TRACKS
 CS1486'AND 4 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE OF THE RAILROAD. IT IS
 CS1486'9 POLES SOUTH OF M.P. NO. 778.
 CS1486
 CS1486                          STATION RECOVERY (2000)
 CS1486
 CS1486'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0805 ***********************************************************************
 CS0805  DESIGNATION -  K 958
 CS0805  PID         -  CS0805
 CS0805  STATE/COUNTY-  TX/ELLIS
 CS0805  USGS QUAD   -  BRISTOL (1962)
 CS0805
 CS0805                         *CURRENT SURVEY CONTROL
 CS0805  ___________________________________________________________________
 CS0805* NAD 83(1986)-  32 27 04.     (N)    096 33 13.     (W)     SCALED    
 CS0805* NAVD 88     -       147.306  (meters)     483.29   (feet)  ADJUSTED  
 CS0805  ___________________________________________________________________
 CS0805  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CS0805  DYNAMIC HT  -         147.138 (meters)     482.74  (feet)  COMP
 CS0805  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 CS0805
 CS0805  VERT ORDER  -  SECOND    CLASS 0
 CS0805
 CS0805.The horizontal coordinates were scaled from a topographic map and have
 CS0805.an estimated accuracy of +/- 6 seconds.
 CS0805
 CS0805.The orthometric height was determined by differential leveling
 CS0805.and adjusted by the National Geodetic Survey in June 1991..
 CS0805
 CS0805.The geoid height was determined by GEOID03.
 CS0805
 CS0805.The dynamic height is computed by dividing the NAVD 88
 CS0805.geopotential number by the normal gravity value computed on the
 CS0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0805.degrees latitude (g = 980.6199 gals.).
 CS0805
 CS0805.The modeled gravity was interpolated from observed gravity values.
 CS0805
 CS0805;                    North         East    Units  Estimated Accuracy
 CS0805;SPC TXNC     - 2,088,680.      782,990.      MT  (+/- 180 meters Scaled)
 CS0805
 CS0805                          SUPERSEDED SURVEY CONTROL
 CS0805
 CS0805  NGVD 29 (??/??/92)  147.314  (m)          483.31   (f) ADJ UNCH    2 0
 CS0805
 CS0805.Superseded values are not recommended for survey control.
 CS0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0805.See file dsdata.txt to determine how the superseded data were derived.
 CS0805
 CS0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA299930(NAD 83)
 CS0805_MARKER: DB = BENCH MARK DISK
 CS0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0805_STAMPING: K 958 1946
 CS0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0805+STABILITY: SURFACE MOTION
 CS0805
 CS0805  HISTORY     - Date     Condition        Report By
 CS0805  HISTORY     - 1946     MONUMENTED       CGS
 CS0805  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0805
 CS0805                          STATION DESCRIPTION
 CS0805
 CS0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0805'1.1 MI SE FROM BRISTOL.
 CS0805'ABOUT 0.1 MILE SOUTHWEST, THENCE 1.0 MILE SOUTHEAST FROM THE BRISTOL
 CS0805'SCHOOL BUILDING AT BRISTOL, ALONG A GRAVEL SURFACED ROAD.  AT A CURVE
 CS0805'IN THE ROAD, ABOUT 0.1 MILES NORTH OF A 12 FOOT WOOD BRIDGE, 29 FEET
 CS0805'NORTHEAST OF AND 3 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 9
 CS0805'FEET NORTHWEST OF A FENCE CORNER, 1 FOOT EAST OF A 4 X 4 MARKER POST.
 CS0805'A BRONZE DISC SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 CS0805'INCHES ABOVE THE GROUND.  STAMPED K 958 1946.
 CS0805
 CS0805                          STATION RECOVERY (2002)
 CS0805
 CS0805'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0228 ***********************************************************************
 CS0228  DESIGNATION -  K 959
 CS0228  PID         -  CS0228
 CS0228  STATE/COUNTY-  TX/KAUFMAN
 CS0228  USGS QUAD   -  SCURRY (1973)
 CS0228
 CS0228                         *CURRENT SURVEY CONTROL
 CS0228  ___________________________________________________________________
 CS0228* NAD 83(1986)-  32 33 17.     (N)    096 24 56.     (W)     SCALED    
 CS0228* NAVD 88     -       120.772  (meters)     396.23   (feet)  ADJUSTED  
 CS0228  ___________________________________________________________________
 CS0228  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CS0228  DYNAMIC HT  -         120.637 (meters)     395.79  (feet)  COMP
 CS0228  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 CS0228
 CS0228  VERT ORDER  -  SECOND    CLASS 0
 CS0228
 CS0228.The horizontal coordinates were scaled from a topographic map and have
 CS0228.an estimated accuracy of +/- 6 seconds.
 CS0228
 CS0228.The orthometric height was determined by differential leveling
 CS0228.and adjusted by the National Geodetic Survey in June 1991..
 CS0228
 CS0228.The geoid height was determined by GEOID03.
 CS0228
 CS0228.The dynamic height is computed by dividing the NAVD 88
 CS0228.geopotential number by the normal gravity value computed on the
 CS0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0228.degrees latitude (g = 980.6199 gals.).
 CS0228
 CS0228.The modeled gravity was interpolated from observed gravity values.
 CS0228
 CS0228;                    North         East    Units  Estimated Accuracy
 CS0228;SPC TXNC     - 2,100,420.      795,740.      MT  (+/- 180 meters Scaled)
 CS0228
 CS0228                          SUPERSEDED SURVEY CONTROL
 CS0228
 CS0228  NGVD 29 (??/??/92)  120.786  (m)          396.28   (f) ADJ UNCH    2 0
 CS0228
 CS0228.Superseded values are not recommended for survey control.
 CS0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0228.See file dsdata.txt to determine how the superseded data were derived.
 CS0228
 CS0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB426048(NAD 83)
 CS0228_MARKER: DB = BENCH MARK DISK
 CS0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0228_STAMPING: K 959 1946
 CS0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0228+STABILITY: SURFACE MOTION
 CS0228
 CS0228  HISTORY     - Date     Condition        Report By
 CS0228  HISTORY     - 1946     MONUMENTED       CGS
 CS0228  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS0228  HISTORY     - 19930609 MARK NOT FOUND   USPSQD
 CS0228
 CS0228                          STATION DESCRIPTION
 CS0228
 CS0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0228'4.2 MI NW FROM SCURRY.
 CS0228'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 34 AND THE MAIN
 CS0228'STREET OF SCURRY, GO NORTHWEST 0.7 MILE, THENCE NORTH 0.1 MILE, THENCE
 CS0228'NORTHWEST 2.9 MILES, THENCE NORTHEAST, 0.4 MILE ALONG A DIRT ROAD TO
 CS0228'THE SITE OF THE MARK.  THE MARK IS ACROSS THE ROAD FROM THE WARSAW
 CS0228'SCHOOL, 24 FEET NORTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE
 CS0228'ROAD, 3.5 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A WHITE 4X4
 CS0228'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CS0228'PROJECTS 5 INCHES ABOVE THE GROUND.
 CS0228
 CS0228                          STATION RECOVERY (1962)
 CS0228
 CS0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS0228'MARK NOT FOUND.
 CS0228
 CS0228                          STATION RECOVERY (1993)
 CS0228
 CS0228'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0321 ***********************************************************************
 CR0321  DESIGNATION -  K 96
 CR0321  PID         -  CR0321
 CR0321  STATE/COUNTY-  TX/WOOD
 CR0321  USGS QUAD   -  MINEOLA (1981)
 CR0321
 CR0321                         *CURRENT SURVEY CONTROL
 CR0321  ___________________________________________________________________
 CR0321* NAD 83(1986)-  32 38 15.     (N)    095 28 12.     (W)     SCALED    
 CR0321* NAVD 88     -       105.143  (meters)     344.96   (feet)  ADJUSTED  
 CR0321  ___________________________________________________________________
 CR0321  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 CR0321  DYNAMIC HT  -         105.023 (meters)     344.56  (feet)  COMP
 CR0321  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 CR0321
 CR0321  VERT ORDER  -  FIRST     CLASS II
 CR0321
 CR0321.The horizontal coordinates were scaled from a topographic map and have
 CR0321.an estimated accuracy of +/- 6 seconds.
 CR0321
 CR0321.The orthometric height was determined by differential leveling
 CR0321.and adjusted by the National Geodetic Survey in June 1991..
 CR0321
 CR0321.The geoid height was determined by GEOID03.
 CR0321
 CR0321.The dynamic height is computed by dividing the NAVD 88
 CR0321.geopotential number by the normal gravity value computed on the
 CR0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0321.degrees latitude (g = 980.6199 gals.).
 CR0321
 CR0321.The modeled gravity was interpolated from observed gravity values.
 CR0321
 CR0321;                    North         East    Units  Estimated Accuracy
 CR0321;SPC TXNC     - 2,111,760.      884,250.      MT  (+/- 180 meters Scaled)
 CR0321
 CR0321                          SUPERSEDED SURVEY CONTROL
 CR0321
 CR0321  NGVD 29 (??/??/92)  105.170  (m)          345.05   (f) ADJ UNCH    1 2
 CR0321
 CR0321.Superseded values are not recommended for survey control.
 CR0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0321.See file dsdata.txt to determine how the superseded data were derived.
 CR0321
 CR0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS682137(NAD 83)
 CR0321_MARKER: DB = BENCH MARK DISK
 CR0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0321_STAMPING: K 96 1933 344.953
 CR0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0321+STABILITY: SURFACE MOTION
 CR0321
 CR0321  HISTORY     - Date     Condition        Report By
 CR0321  HISTORY     - 1933     MONUMENTED       CGS
 CR0321  HISTORY     - 1959     GOOD             NGS
 CR0321  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 CR0321
 CR0321                          STATION DESCRIPTION
 CR0321
 CR0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0321'2.3 MI S FROM MINEOLA.
 CR0321'ABOUT 2.3 MILES SOUTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0321'FROM THE TEXAS AND PACIFIC RAILROAD STATION AT MINEOLA, 30 FEET
 CR0321'SOUTHEAST OF THE 2ND POLE NORTHWEST OF MILEPOST 42, 25.2 FEET
 CR0321'NORTHEAST OF THE NORTHEAST RAIL, 47 FEET SOUTHWEST OF THE NORTHEAST
 CR0321'RIGHT-OF-WAY FENCE, 31 FEET NORTH OF THE CENTER OF A PAVED ROAD
 CR0321'CROSSING, 4 FEET NORTH OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE
 CR0321'TRACKS, AND IN THE TOP OF A CONCRETE POST 5 INCHES BELOW THE GROUND.
 CR0321
 CR0321                          STATION RECOVERY (1995)
 CR0321
 CR0321'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0237 ***********************************************************************
 CS0237  DESIGNATION -  K 960
 CS0237  PID         -  CS0237
 CS0237  STATE/COUNTY-  TX/KAUFMAN
 CS0237  USGS QUAD   -  TERRELL SOUTH (1963)
 CS0237
 CS0237                         *CURRENT SURVEY CONTROL
 CS0237  ___________________________________________________________________
 CS0237* NAD 83(1986)-  32 38 11.     (N)    096 20 03.     (W)     SCALED    
 CS0237* NAVD 88     -       128.313  (meters)     420.97   (feet)  ADJUSTED  
 CS0237  ___________________________________________________________________
 CS0237  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CS0237  DYNAMIC HT  -         128.170 (meters)     420.50  (feet)  COMP
 CS0237  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 CS0237
 CS0237  VERT ORDER  -  SECOND    CLASS 0
 CS0237
 CS0237.The horizontal coordinates were scaled from a topographic map and have
 CS0237.an estimated accuracy of +/- 6 seconds.
 CS0237
 CS0237.The orthometric height was determined by differential leveling
 CS0237.and adjusted by the National Geodetic Survey in June 1991..
 CS0237
 CS0237.The geoid height was determined by GEOID03.
 CS0237
 CS0237.The dynamic height is computed by dividing the NAVD 88
 CS0237.geopotential number by the normal gravity value computed on the
 CS0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0237.degrees latitude (g = 980.6199 gals.).
 CS0237
 CS0237.The modeled gravity was interpolated from observed gravity values.
 CS0237
 CS0237;                    North         East    Units  Estimated Accuracy
 CS0237;SPC TXNC     - 2,109,630.      803,200.      MT  (+/- 180 meters Scaled)
 CS0237
 CS0237                          SUPERSEDED SURVEY CONTROL
 CS0237
 CS0237  NGVD 29 (??/??/92)  128.319  (m)          420.99   (f) ADJ UNCH    2 0
 CS0237
 CS0237.Superseded values are not recommended for survey control.
 CS0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0237.See file dsdata.txt to determine how the superseded data were derived.
 CS0237
 CS0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB500141(NAD 83)
 CS0237_MARKER: DB = BENCH MARK DISK
 CS0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0237_STAMPING: K 960 1946
 CS0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0237+STABILITY: SURFACE MOTION
 CS0237
 CS0237  HISTORY     - Date     Condition        Report By
 CS0237  HISTORY     - 1946     MONUMENTED       CGS
 CS0237
 CS0237                          STATION DESCRIPTION
 CS0237
 CS0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0237'3.4 MI NW FROM KAUFMAN.
 CS0237'TO REACH THE MARK FROM THE KAUFMAN COUNTY COURTHOUSE AT KAUFMAN, GO
 CS0237'WEST 1 BLOCK, THENCE NORTH 2.3 MILES ALONG THE KAUFMAN-FORNEY ROAD,
 CS0237'THENCE NORTHWEST 1.1 MILES ALONG AN UNIMPROVED ROAD TO SITE OF THE
 CS0237'MARK.  BENCH MARK IS AT A CURVE IN THE ROAD, 29.0 FEET SOUTH OF AND
 CS0237'LEVEL WITH THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A FENCE
 CS0237'LINE, 1.0 FOOT EAST OF A 4 X 4 MARKER POST.  A BRONZE DISC STAMPED K
 CS0237'960 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 CS0237'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1437 ***********************************************************************
 CS1437  DESIGNATION -  K 961
 CS1437  PID         -  CS1437
 CS1437  STATE/COUNTY-  TX/DALLAS
 CS1437  USGS QUAD   -  HUTCHINS (1973)
 CS1437
 CS1437                         *CURRENT SURVEY CONTROL
 CS1437  ___________________________________________________________________
 CS1437* NAD 83(1986)-  32 42 45.     (N)    096 40 59.     (W)     SCALED    
 CS1437* NAVD 88     -       134.861  (meters)     442.46   (feet)  ADJUSTED  
 CS1437  ___________________________________________________________________
 CS1437  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CS1437  DYNAMIC HT  -         134.708 (meters)     441.95  (feet)  COMP
 CS1437  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 CS1437
 CS1437  VERT ORDER  -  SECOND    CLASS 0
 CS1437
 CS1437.The horizontal coordinates were scaled from a topographic map and have
 CS1437.an estimated accuracy of +/- 6 seconds.
 CS1437
 CS1437.The orthometric height was determined by differential leveling
 CS1437.and adjusted by the National Geodetic Survey in June 1991..
 CS1437
 CS1437.The geoid height was determined by GEOID03.
 CS1437
 CS1437.The dynamic height is computed by dividing the NAVD 88
 CS1437.geopotential number by the normal gravity value computed on the
 CS1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1437.degrees latitude (g = 980.6199 gals.).
 CS1437
 CS1437.The modeled gravity was interpolated from observed gravity values.
 CS1437
 CS1437;                    North         East    Units  Estimated Accuracy
 CS1437;SPC TXNC     - 2,117,450.      770,320.      MT  (+/- 180 meters Scaled)
 CS1437
 CS1437                          SUPERSEDED SURVEY CONTROL
 CS1437
 CS1437  NGVD 29 (??/??/92)  134.876  (m)          442.51   (f) ADJ UNCH    2 0
 CS1437
 CS1437.Superseded values are not recommended for survey control.
 CS1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1437.See file dsdata.txt to determine how the superseded data were derived.
 CS1437
 CS1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB171217(NAD 83)
 CS1437_MARKER: DB = BENCH MARK DISK
 CS1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1437_STAMPING: K 961 1946
 CS1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1437+STABILITY: SURFACE MOTION
 CS1437
 CS1437  HISTORY     - Date     Condition        Report By
 CS1437  HISTORY     - 1946     MONUMENTED       CGS
 CS1437  HISTORY     - 1958     MARK NOT FOUND   USGS
 CS1437  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1437
 CS1437                          STATION DESCRIPTION
 CS1437
 CS1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS1437'3.0 MI NW FROM RYLIE.
 CS1437'ABOUT 3.0 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 175 FROM THE H.S.
 CS1437'CHERRY JR. SCHOOL AT RYLIE, AT THE JUNCTION OF U.S. HIGHWAY NO. 175
 CS1437'AND STATE LOOP 12, 121 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED
 CS1437'ROAD, 62 FEET SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE
 CS1437'HIGHWAY, 3 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 1 FOOT
 CS1437'SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISC SET IN THE TOP OF A
 CS1437'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CS1437
 CS1437                          STATION RECOVERY (1958)
 CS1437
 CS1437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CS1437'MARK NOT FOUND.
 CS1437
 CS1437                          STATION RECOVERY (2000)
 CS1437
 CS1437'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1438 ***********************************************************************
 CS1438  DESIGNATION -  K 961 RESET 1956
 CS1438  PID         -  CS1438
 CS1438  STATE/COUNTY-  TX/DALLAS
 CS1438  USGS QUAD   -  HUTCHINS (1973)
 CS1438
 CS1438                         *CURRENT SURVEY CONTROL
 CS1438  ___________________________________________________________________
 CS1438* NAD 83(1986)-  32 42 41.     (N)    096 40 56.     (W)     SCALED    
 CS1438* NAVD 88     -       134.41   (+/-2cm)     441.0    (feet)  VERTCON   
 CS1438  ___________________________________________________________________
 CS1438  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CS1438
 CS1438  VERT ORDER  -  THIRD (See Below)
 CS1438
 CS1438.The horizontal coordinates were scaled from a topographic map and have
 CS1438.an estimated accuracy of +/- 6 seconds.
 CS1438
 CS1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1438.The vertical order pertains to the NGVD 29 superseded value.
 CS1438
 CS1438.The geoid height was determined by GEOID03.
 CS1438
 CS1438;                    North         East    Units  Estimated Accuracy
 CS1438;SPC TXNC     - 2,117,320.      770,400.      MT  (+/- 180 meters Scaled)
 CS1438
 CS1438                          SUPERSEDED SURVEY CONTROL
 CS1438
 CS1438  NGVD 29 (01/29/03)  134.43   (m)          441.0    (f) RESET       3  
 CS1438
 CS1438.Superseded values are not recommended for survey control.
 CS1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1438.See file dsdata.txt to determine how the superseded data were derived.
 CS1438
 CS1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB172216(NAD 83)
 CS1438_MARKER: DB = BENCH MARK DISK
 CS1438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1438_SP_SET: MONUMENT
 CS1438_STAMPING: K 961 RESET 1956
 CS1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1438
 CS1438  HISTORY     - Date     Condition        Report By
 CS1438  HISTORY     - 1956     MONUMENTED       CGS
 CS1438  HISTORY     - 20000212 MARK NOT FOUND   USPSQD
 CS1438
 CS1438                          STATION DESCRIPTION
 CS1438
 CS1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CS1438'3.0 MI NW FROM RYLIE.
 CS1438'ABOUT 3.0 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 175 FROM THE H.S.
 CS1438'CHERRY, JR. SCHOOL AT RYLIE, AT THE JUNCTION OF U.S. HIGHWAY NO. 175
 CS1438'AND STATE LOOP 12, ABOUT 270 FEET SOUTH OF THE CENTER LINE OF U.S.
 CS1438'HIGHWAY 175, 75 FEET EAST OF THE CENTER LINE OF MURDOCK ROAD, 225 FEET
 CS1438'NORTH OF THE CENTER LINE OF ELKTON CIRCLE, AND SIX FEET SOUTH OF A
 CS1438'WHITE CONCRETE RIGHT-OF-WAY MARKER.  A STANDARD DISK STAMPED K 961
 CS1438'RESET 1956 AND SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 CS1438'INCHES.
 CS1438
 CS1438                          STATION RECOVERY (2000)
 CS1438
 CS1438'RECOVERY NOTE BY US POWER SQUADRON 2000
 CS1438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0703 ***********************************************************************
 AY0703  DESIGNATION -  K 963
 AY0703  PID         -  AY0703
 AY0703  STATE/COUNTY-  TX/BEXAR
 AY0703  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY0703
 AY0703                         *CURRENT SURVEY CONTROL
 AY0703  ___________________________________________________________________
 AY0703* NAD 83(1986)-  29 27 10.     (N)    098 32 54.     (W)     SCALED    
 AY0703* NAVD 88     -       220.999  (meters)     725.06   (feet)  ADJUSTED  
 AY0703  ___________________________________________________________________
 AY0703  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AY0703  DYNAMIC HT  -         220.677 (meters)     724.00  (feet)  COMP
 AY0703  MODELED GRAV-     979,183.0   (mgal)                       NAVD 88
 AY0703
 AY0703  VERT ORDER  -  FIRST     CLASS II
 AY0703
 AY0703.The horizontal coordinates were scaled from a topographic map and have
 AY0703.an estimated accuracy of +/- 6 seconds.
 AY0703
 AY0703.The orthometric height was determined by differential leveling
 AY0703.and adjusted by the National Geodetic Survey in June 1991..
 AY0703
 AY0703.The geoid height was determined by GEOID03.
 AY0703
 AY0703.The dynamic height is computed by dividing the NAVD 88
 AY0703.geopotential number by the normal gravity value computed on the
 AY0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0703.degrees latitude (g = 980.6199 gals.).
 AY0703
 AY0703.The modeled gravity was interpolated from observed gravity values.
 AY0703
 AY0703;                    North         East    Units  Estimated Accuracy
 AY0703;SPC TXSC     - 4,179,560.      643,810.      MT  (+/- 180 meters Scaled)
 AY0703
 AY0703                          SUPERSEDED SURVEY CONTROL
 AY0703
 AY0703  NGVD 29 (??/??/92)  220.875  (m)          724.65   (f) ADJ UNCH    1 2
 AY0703
 AY0703.Superseded values are not recommended for survey control.
 AY0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0703.See file dsdata.txt to determine how the superseded data were derived.
 AY0703
 AY0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT437582(NAD 83)
 AY0703_MARKER: DB = BENCH MARK DISK
 AY0703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0703_SP_SET: BUILDING
 AY0703_STAMPING: K 963 1946
 AY0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0703
 AY0703  HISTORY     - Date     Condition        Report By
 AY0703  HISTORY     - 1946     MONUMENTED       CGS
 AY0703  HISTORY     - 19950504 GOOD             USPSQD
 AY0703
 AY0703                          STATION DESCRIPTION
 AY0703
 AY0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 AY0703'IN SAN ANTONIO.
 AY0703'AT SAN ANTONIO, ABOUT 500.0 FEET NORTHWEST ALONG BANDERA ROAD FROM THE
 AY0703'CROSSING OF CINCINNATI STREET, ABOUT 115.0 FEET SOUTH OF THE JUNCTION
 AY0703'OF WEST ASHBY STREET AND BANDERA ROAD, SET VERTICALLY IN THE NORTH
 AY0703'FACE OF A TRINITY COLLEGE DORMITORY, 4.0 FEET EAST OF THE CENTER OF
 AY0703'THE NORTH ENTRANCE TO THE BUILDING, 3.1 FEET ABOVE THE GROUND.
 AY0703
 AY0703                          STATION RECOVERY (1995)
 AY0703
 AY0703'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1610 ***********************************************************************
 BY1610  DESIGNATION -  K 964
 BY1610  PID         -  BY1610
 BY1610  STATE/COUNTY-  TX/HOUSTON
 BY1610  USGS QUAD   -  FODICE (1963)
 BY1610
 BY1610                         *CURRENT SURVEY CONTROL
 BY1610  ___________________________________________________________________
 BY1610* NAD 83(1986)-  31 10 15.     (N)    095 18 56.     (W)     SCALED    
 BY1610* NAVD 88     -        97.13   (+/-2cm)     318.7    (feet)  VERTCON   
 BY1610  ___________________________________________________________________
 BY1610  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY1610
 BY1610  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1610
 BY1610.The horizontal coordinates were scaled from a topographic map and have
 BY1610.an estimated accuracy of +/- 6 seconds.
 BY1610
 BY1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1610.The vertical order pertains to the NGVD 29 superseded value.
 BY1610
 BY1610.The geoid height was determined by GEOID03.
 BY1610
 BY1610;                    North         East    Units  Estimated Accuracy
 BY1610;SPC TX C     - 3,177,530.    1,178,150.      MT  (+/- 180 meters Scaled)
 BY1610
 BY1610                          SUPERSEDED SURVEY CONTROL
 BY1610
 BY1610  NGVD 29 (??/??/92)   97.144  (m)          318.71   (f) ADJ UNCH    2 0
 BY1610
 BY1610.Superseded values are not recommended for survey control.
 BY1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1610.See file dsdata.txt to determine how the superseded data were derived.
 BY1610
 BY1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ793508(NAD 83)
 BY1610_MARKER: DB = BENCH MARK DISK
 BY1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1610_STAMPING: K 964 1948
 BY1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1610+STABILITY: SURFACE MOTION
 BY1610
 BY1610  HISTORY     - Date     Condition        Report By
 BY1610  HISTORY     - 1948     MONUMENTED       CGS
 BY1610
 BY1610                          STATION DESCRIPTION
 BY1610
 BY1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1610'1.0 MI SW FROM FODICE.
 BY1610'1.0 MILE SOUTHWEST ALONG THE HOLLY-FODICE ROAD FROM THE PENNINGTON
 BY1610'COLORED HIGH SCHOOL AT FODICE, ON TOP OF A HILL, AT A JUNCTION WITH A
 BY1610'TRAIL LEADING NORTH, 71.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BY1610'54.0 FEET SOUTHWEST OF A 36-INCH OAK TREE, 30.0 FEET WEST OF THE
 BY1610'CENTER LINE OF THE TRAIL, 1.8 FEET NORTHWEST OF A REFERENCE POST, SET
 BY1610'MIDWAY BETWEEN TWO 14-INCH OAK TREES THAT ARE 22.0 FEET APART, SET IN
 BY1610'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0751 ***********************************************************************
 CR0751  DESIGNATION -  K 965 RESET 1958
 CR0751  PID         -  CR0751
 CR0751  STATE/COUNTY-  TX/VAN ZANDT
 CR0751  USGS QUAD   -  BEN WHEELER (1984)
 CR0751
 CR0751                         *CURRENT SURVEY CONTROL
 CR0751  ___________________________________________________________________
 CR0751* NAD 83(1986)-  32 28 37.     (N)    095 44 49.     (W)     SCALED    
 CR0751* NAVD 88     -       171.70   (+/-2cm)     563.3    (feet)  VERTCON   
 CR0751  ___________________________________________________________________
 CR0751  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CR0751
 CR0751  VERT ORDER  -  THIRD (See Below)
 CR0751
 CR0751.The horizontal coordinates were scaled from a topographic map and have
 CR0751.an estimated accuracy of +/- 6 seconds.
 CR0751
 CR0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0751.The vertical order pertains to the NGVD 29 superseded value.
 CR0751
 CR0751.The geoid height was determined by GEOID03.
 CR0751
 CR0751;                    North         East    Units  Estimated Accuracy
 CR0751;SPC TXNC     - 2,093,240.      858,740.      MT  (+/- 180 meters Scaled)
 CR0751
 CR0751                          SUPERSEDED SURVEY CONTROL
 CR0751
 CR0751  NGVD 29 (??/??/??)  171.72   (m)          563.4    (f) RESET       3  
 CR0751
 CR0751.Superseded values are not recommended for survey control.
 CR0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0751.See file dsdata.txt to determine how the superseded data were derived.
 CR0751
 CR0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR418966(NAD 83)
 CR0751_MARKER: DB = BENCH MARK DISK
 CR0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0751_STAMPING: K 965 RESET 1958
 CR0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0751+STABILITY: SURFACE MOTION
 CR0751
 CR0751  HISTORY     - Date     Condition        Report By
 CR0751  HISTORY     - 1958     MONUMENTED       CGS
 CR0751  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 CR0751
 CR0751                          STATION DESCRIPTION
 CR0751
 CR0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CR0751'3.3 MI NW FROM BEN WHEELER.
 CR0751'3.3 MILES NORTHWEST ALONG STATE HIGHWAY NO. 64 FROM THE POST OFFICE IN
 CR0751'BEN WHEELER, 10 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE
 CR0751'LINE, 4 FEET WEST OF AN 18 INCH OAK AND 10 FEET WEST OF A FARM LANE
 CR0751'LEADING INTO THE PASTURE.  IT IS ABOUT 100 YARDS SOUTHEAST OF THE
 CR0751'CREST OF A LOW DIVIDE.  A STANDARD DISK STAMPED K 965 RESET 1958 IN A
 CR0751'CONCRETE POST PROJECTING ABOUT 3 INCHES.
 CR0751
 CR0751                          STATION RECOVERY (1995)
 CR0751
 CR0751'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1634 ***********************************************************************
 BY1634  DESIGNATION -  K 966
 BY1634  PID         -  BY1634
 BY1634  STATE/COUNTY-  TX/TRINITY
 BY1634  USGS QUAD   -  GLENDALE (1972)
 BY1634
 BY1634                         *CURRENT SURVEY CONTROL
 BY1634  ___________________________________________________________________
 BY1634* NAD 83(1986)-  31 03 16.     (N)    095 20 16.     (W)     SCALED    
 BY1634* NAVD 88     -        63.20   (+/-2cm)     207.3    (feet)  VERTCON   
 BY1634  ___________________________________________________________________
 BY1634  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BY1634
 BY1634  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1634
 BY1634.The horizontal coordinates were scaled from a topographic map and have
 BY1634.an estimated accuracy of +/- 6 seconds.
 BY1634
 BY1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1634.The vertical order pertains to the NGVD 29 superseded value.
 BY1634
 BY1634.The geoid height was determined by GEOID03.
 BY1634
 BY1634;                    North         East    Units  Estimated Accuracy
 BY1634;SPC TX C     - 3,164,550.    1,176,610.      MT  (+/- 180 meters Scaled)
 BY1634
 BY1634                          SUPERSEDED SURVEY CONTROL
 BY1634
 BY1634  NGVD 29 (??/??/92)   63.211  (m)          207.38   (f) ADJ UNCH    2 0
 BY1634
 BY1634.Superseded values are not recommended for survey control.
 BY1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1634.See file dsdata.txt to determine how the superseded data were derived.
 BY1634
 BY1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ769379(NAD 83)
 BY1634_MARKER: DB = BENCH MARK DISK
 BY1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1634_STAMPING: K 966 1948
 BY1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1634+STABILITY: SURFACE MOTION
 BY1634
 BY1634  HISTORY     - Date     Condition        Report By
 BY1634  HISTORY     - 1948     MONUMENTED       CGS
 BY1634
 BY1634                          STATION DESCRIPTION
 BY1634
 BY1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1634'4.0 MI NW FROM GLENDALE.
 BY1634'4.0 MILES NORTHWEST ALONG THE GLENDALE-THOMPSON SCHOOL ROAD FROM THE
 BY1634'POST OFFICE AT GLENDALE, 159.4 FEET EAST OF THE EAST CORNER OF A
 BY1634'16-FOOT WOODEN BRIDGE, 64.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 BY1634'ROAD, 21.0 FEET NORTH OF THE CENTER LINE OF A TRAIL LEADING EAST, 16.5
 BY1634'FEET WEST OF A 20-INCH OAK TREE, 16.1 FEET EAST OF A 20-INCH OAK TREE,
 BY1634'2.7 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY1634'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0749 ***********************************************************************
 CS0749  DESIGNATION -  K 967
 CS0749  PID         -  CS0749
 CS0749  STATE/COUNTY-  TX/ELLIS
 CS0749  USGS QUAD   -  WAXAHACHIE (1978)
 CS0749
 CS0749                         *CURRENT SURVEY CONTROL
 CS0749  ___________________________________________________________________
 CS0749* NAD 83(1986)-  32 23 41.     (N)    096 47 29.     (W)     SCALED    
 CS0749* NAVD 88     -       166.53   (+/-2cm)     546.4    (feet)  VERTCON   
 CS0749  ___________________________________________________________________
 CS0749  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CS0749
 CS0749  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS0749
 CS0749.The horizontal coordinates were scaled from a topographic map and have
 CS0749.an estimated accuracy of +/- 6 seconds.
 CS0749
 CS0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0749.The vertical order pertains to the NGVD 29 superseded value.
 CS0749
 CS0749.The geoid height was determined by GEOID03.
 CS0749
 CS0749;                    North         East    Units  Estimated Accuracy
 CS0749;SPC TXNC     - 2,082,040.      760,740.      MT  (+/- 180 meters Scaled)
 CS0749
 CS0749                          SUPERSEDED SURVEY CONTROL
 CS0749
 CS0749  NGVD 29 (??/??/92)  166.516  (m)          546.31   (f) ADJ UNCH    2 0
 CS0749
 CS0749.Superseded values are not recommended for survey control.
 CS0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0749.See file dsdata.txt to determine how the superseded data were derived.
 CS0749
 CS0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA077863(NAD 83)
 CS0749_MARKER: DB = BENCH MARK DISK
 CS0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0749_STAMPING: K 967 1946
 CS0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0749+STABILITY: SURFACE MOTION
 CS0749
 CS0749  HISTORY     - Date     Condition        Report By
 CS0749  HISTORY     - 1946     MONUMENTED       CGS
 CS0749  HISTORY     - 1966     GOOD             NGS
 CS0749  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0749
 CS0749                          STATION DESCRIPTION
 CS0749
 CS0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0749'3.6 MI E FROM WAXAHACHIE.
 CS0749'AT ELLIS COUNTY AIRPORT, ELLIS COUNTY, AT THE CENTER OF A TRIANGLE
 CS0749'FORMED BY THE INTERSECTION OF THE NORTHWEST-AND-SOUTHEAST RUNWAY, THE
 CS0749'NORTH-AND-SOUTH TAXIWAY AND THE EAST-AND-WEST TAXIWAY, 93 YARDS
 CS0749'NORTHEAST OF THE NORTHEAST CORNER OF THE CONTROL TOWER, 81 YARDS
 CS0749'SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES OF THE
 CS0749'NORTHWEST-AND-SOUTHEAST RUNWAY AND THE NORTH-AND-SOUTH TAXIWAY, 70
 CS0749'YARDS NORTHWEST OF THE EAST CORNER OF THE TRIANGLE, 64 YARDS NORTHEAST
 CS0749'OF THE SOUTHWEST CORNER OF THE TRIANGLE, 55 YARDS SOUTHWEST OF THE
 CS0749'CENTER LINE OF THE NORTHWEST-AND-SOUTHEAST RUNWAY, AND 34 YARDS NORTH
 CS0749'OF THE EAST-AND-WEST TAXIWAY.  A STANDARD DISK, STAMPED K 967 1946 AND
 CS0749'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 CS0749'NOTE-- THE AIRPORT IS GONE.  RUNWAYS NO LONGER EXIST THE AREA IS NOW
 CS0749'IN CULTIVATION.  IT IS BELIEVED THE MARK IS COVERED OR HAS BEEN
 CS0749'DESTROYED.
 CS0749
 CS0749                          STATION RECOVERY (2002)
 CS0749
 CS0749'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1580 ***********************************************************************
 BY1580  DESIGNATION -  K 968
 BY1580  PID         -  BY1580
 BY1580  STATE/COUNTY-  TX/HOUSTON
 BY1580  USGS QUAD   -  CROCKETT (1950)
 BY1580
 BY1580                         *CURRENT SURVEY CONTROL
 BY1580  ___________________________________________________________________
 BY1580* NAD 83(1986)-  31 17 46.     (N)    095 25 12.     (W)     SCALED    
 BY1580* NAVD 88     -        94.45   (+/-2cm)     309.9    (feet)  VERTCON   
 BY1580  ___________________________________________________________________
 BY1580  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BY1580
 BY1580  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1580
 BY1580.The horizontal coordinates were scaled from a topographic map and have
 BY1580.an estimated accuracy of +/- 6 seconds.
 BY1580
 BY1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1580.The vertical order pertains to the NGVD 29 superseded value.
 BY1580
 BY1580.The geoid height was determined by GEOID03.
 BY1580
 BY1580;                    North         East    Units  Estimated Accuracy
 BY1580;SPC TX C     - 3,190,960.    1,167,590.      MT  (+/- 180 meters Scaled)
 BY1580
 BY1580                          SUPERSEDED SURVEY CONTROL
 BY1580
 BY1580  NGVD 29 (??/??/92)   94.436  (m)          309.83   (f) ADJ UNCH    2 0
 BY1580
 BY1580.Superseded values are not recommended for survey control.
 BY1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1580.See file dsdata.txt to determine how the superseded data were derived.
 BY1580
 BY1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ696649(NAD 83)
 BY1580_MARKER: DB = BENCH MARK DISK
 BY1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1580_STAMPING: K 968 1948
 BY1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1580+STABILITY: SURFACE MOTION
 BY1580
 BY1580  HISTORY     - Date     Condition        Report By
 BY1580  HISTORY     - 1948     MONUMENTED       CGS
 BY1580
 BY1580                          STATION DESCRIPTION
 BY1580
 BY1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1580'2.85 MI SE FROM CROCKETT.
 BY1580'2.85 MILES SOUTHEAST ALONG U. S. HIGHWAY NO. 287 FROM THE HOUSTON
 BY1580'COUNTY COURTHOUSE AT CROCKETT, 0.15 MILES WEST OF A BRIDGE, 49.0 FEET
 BY1580'NORTH OF THE CENTER LINE OF THE HIGHWAY, 53.5 FEET NORTHEAST OF A
 BY1580'24-INCH OAK TREE WHICH HAS A ROCK RETAINING WALL AROUND THE BASE, 28.1
 BY1580'FEET NORTHWEST OF ANOTHER OAK TREE (24-INCH) WHICH HAS A ROCK
 BY1580'RETAINING WALL AROUND THE BASE, 2.5 FEET WEST OF A REFERENCE POST, 1.1
 BY1580'FEET SOUTH OF A RIGHT-OF-WAY FENCE LINE, SET IN THE TOP OF A CONCRETE
 BY1580'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0399 ***********************************************************************
 CS0399  DESIGNATION -  K 969
 CS0399  PID         -  CS0399
 CS0399  STATE/COUNTY-  TX/KAUFMAN
 CS0399  USGS QUAD   -  ROSSER (1963)
 CS0399
 CS0399                         *CURRENT SURVEY CONTROL
 CS0399  ___________________________________________________________________
 CS0399* NAD 83(1986)-  32 26 34.     (N)    096 26 59.     (W)     SCALED    
 CS0399* NAVD 88     -       108.811  (meters)     356.99   (feet)  ADJUSTED  
 CS0399  ___________________________________________________________________
 CS0399  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CS0399  DYNAMIC HT  -         108.688 (meters)     356.59  (feet)  COMP
 CS0399  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 CS0399
 CS0399  VERT ORDER  -  SECOND    CLASS 0
 CS0399
 CS0399.The horizontal coordinates were scaled from a topographic map and have
 CS0399.an estimated accuracy of +/- 6 seconds.
 CS0399
 CS0399.The orthometric height was determined by differential leveling
 CS0399.and adjusted by the National Geodetic Survey in June 1991..
 CS0399
 CS0399.The geoid height was determined by GEOID03.
 CS0399
 CS0399.The dynamic height is computed by dividing the NAVD 88
 CS0399.geopotential number by the normal gravity value computed on the
 CS0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0399.degrees latitude (g = 980.6199 gals.).
 CS0399
 CS0399.The modeled gravity was interpolated from observed gravity values.
 CS0399
 CS0399;                    North         East    Units  Estimated Accuracy
 CS0399;SPC TXNC     - 2,087,950.      792,770.      MT  (+/- 180 meters Scaled)
 CS0399
 CS0399                          SUPERSEDED SURVEY CONTROL
 CS0399
 CS0399  NGVD 29 (??/??/92)  108.81   (m)          357.0    (f) COMPUTED    2 0
 CS0399
 CS0399.Superseded values are not recommended for survey control.
 CS0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0399.See file dsdata.txt to determine how the superseded data were derived.
 CS0399
 CS0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA397923(NAD 83)
 CS0399_MARKER: DB = BENCH MARK DISK
 CS0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0399_STAMPING: K 969 1946
 CS0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0399+STABILITY: SURFACE MOTION
 CS0399
 CS0399  HISTORY     - Date     Condition        Report By
 CS0399  HISTORY     - 1946     MONUMENTED       CGS
 CS0399
 CS0399                          STATION DESCRIPTION
 CS0399
 CS0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0399'1.5 MI SW FROM ROSSER.
 CS0399'0.1 MILE EAST ALONG A DIRT ROAD FROM THE ROSSER SCHOOL AT ROSSER,
 CS0399'THENCE 0.3 MILE SOUTHEAST ALONG A DIRT ROAD, THENCE 0.8 MILE SOUTH
 CS0399'ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 34,
 CS0399'ACROSS THE HIGHWAY FROM A SMALL FRAME HOUSE, 79 FEET SOUTHEAST OF AND
 CS0399'2 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 17 FEET SOUTHWEST OF
 CS0399'A FENCE CORNER, 1.0 FOOT NORTHWEST OF A FENCE AND 1.0 FOOT NORTHEAST
 CS0399'OF A 4 X 4-INCH WITNESS POST.  A STANDARD DISK, STAMPED K 969 1946 AND
 CS0399'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0114 ***********************************************************************
 DN0114  DESIGNATION -  K 97
 DN0114  PID         -  DN0114
 DN0114  STATE/COUNTY-  TX/HUNT
 DN0114  USGS QUAD   -  CELESTE (1964)
 DN0114
 DN0114                         *CURRENT SURVEY CONTROL
 DN0114  ___________________________________________________________________
 DN0114* NAD 83(1986)-  33 17 20.     (N)    096 11 27.     (W)     SCALED    
 DN0114* NAVD 88     -       204.405  (meters)     670.62   (feet)  ADJUSTED  
 DN0114  ___________________________________________________________________
 DN0114  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DN0114  DYNAMIC HT  -         204.186 (meters)     669.90  (feet)  COMP
 DN0114  MODELED GRAV-     979,556.4   (mgal)                       NAVD 88
 DN0114
 DN0114  VERT ORDER  -  FIRST     CLASS II
 DN0114
 DN0114.The horizontal coordinates were scaled from a topographic map and have
 DN0114.an estimated accuracy of +/- 6 seconds.
 DN0114
 DN0114.The orthometric height was determined by differential leveling
 DN0114.and adjusted by the National Geodetic Survey in June 1991..
 DN0114.WARNING-Repeat measurements at this control monument indicate possible
 DN0114.vertical movement.
 DN0114
 DN0114.The geoid height was determined by GEOID03.
 DN0114
 DN0114.The dynamic height is computed by dividing the NAVD 88
 DN0114.geopotential number by the normal gravity value computed on the
 DN0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0114.degrees latitude (g = 980.6199 gals.).
 DN0114
 DN0114.The modeled gravity was interpolated from observed gravity values.
 DN0114
 DN0114;                    North         East    Units  Estimated Accuracy
 DN0114;SPC TXNC     - 2,182,250.      815,050.      MT  (+/- 180 meters Scaled)
 DN0114
 DN0114                          SUPERSEDED SURVEY CONTROL
 DN0114
 DN0114  NGVD 29 (??/??/92)  204.394  (m)          670.58   (f) ADJ UNCH    1 2
 DN0114
 DN0114.Superseded values are not recommended for survey control.
 DN0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0114.See file dsdata.txt to determine how the superseded data were derived.
 DN0114
 DN0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB616868(NAD 83)
 DN0114_MARKER: DB = BENCH MARK DISK
 DN0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0114_STAMPING: 670.868 K 97 1933
 DN0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0114+STABILITY: SURFACE MOTION
 DN0114
 DN0114  HISTORY     - Date     Condition        Report By
 DN0114  HISTORY     - 1933     MONUMENTED       CGS
 DN0114  HISTORY     - 1964     MARK NOT FOUND   USGS
 DN0114  HISTORY     - 1986     MARK NOT FOUND   NGS
 DN0114  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN0114
 DN0114                          STATION DESCRIPTION
 DN0114
 DN0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0114'IN CELESTE.
 DN0114'AT CELESTE, HUNT COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0114'TEXAS, 2,000 FEET SOUTH OF THE STATION AND THE CROSSING OF THE
 DN0114'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 1,700 FEET NORTH OF MILEPOST
 DN0114'702, 40 FEET SOUTH OF A ROAD CROSSING, AND 47 FEET WEST OF THE TRACK.
 DN0114'A STANDARD DISK, STAMPED 670.868 K 97 1933 AND SET IN THE TOP OF A
 DN0114'CONCRETE POST.
 DN0114
 DN0114                          STATION RECOVERY (1964)
 DN0114
 DN0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DN0114'MARK NOT FOUND.
 DN0114
 DN0114                          STATION RECOVERY (1986)
 DN0114
 DN0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0114'MARK NOT FOUND.
 DN0114
 DN0114                          STATION RECOVERY (1994)
 DN0114
 DN0114'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0392 ***********************************************************************
 CS0392  DESIGNATION -  K 970 RESET 1954
 CS0392  PID         -  CS0392
 CS0392  STATE/COUNTY-  TX/ELLIS
 CS0392  USGS QUAD   -  ROSSER SW (1962)
 CS0392
 CS0392                         *CURRENT SURVEY CONTROL
 CS0392  ___________________________________________________________________
 CS0392* NAD 83(1986)-  32 22 05.     (N)    096 29 02.     (W)     SCALED    
 CS0392* NAVD 88     -       118.71   (+/-2cm)     389.5    (feet)  VERTCON   
 CS0392  ___________________________________________________________________
 CS0392  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CS0392
 CS0392  VERT ORDER  -  THIRD (See Below)
 CS0392
 CS0392.The horizontal coordinates were scaled from a topographic map and have
 CS0392.an estimated accuracy of +/- 6 seconds.
 CS0392
 CS0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS0392.The vertical order pertains to the NGVD 29 superseded value.
 CS0392
 CS0392.The geoid height was determined by GEOID03.
 CS0392
 CS0392;                    North         East    Units  Estimated Accuracy
 CS0392;SPC TXNC     - 2,079,600.      789,720.      MT  (+/- 180 meters Scaled)
 CS0392
 CS0392                          SUPERSEDED SURVEY CONTROL
 CS0392
 CS0392  NGVD 29 (01/29/03)  118.71   (m)          389.5    (f) RESET       3  
 CS0392
 CS0392.Superseded values are not recommended for survey control.
 CS0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0392.See file dsdata.txt to determine how the superseded data were derived.
 CS0392
 CS0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA367840(NAD 83)
 CS0392_MARKER: DB = BENCH MARK DISK
 CS0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0392_STAMPING: K 970 RESET 1954
 CS0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0392+STABILITY: SURFACE MOTION
 CS0392
 CS0392  HISTORY     - Date     Condition        Report By
 CS0392  HISTORY     - 1954     MONUMENTED       CGS
 CS0392  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0392
 CS0392                          STATION DESCRIPTION
 CS0392
 CS0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CS0392'7.0 MI E FROM ENNIS.
 CS0392'TO REACH FROM TELICO, A CROSSROADS SETTLEMENT, 7 MILES NORTHEAST OF
 CS0392'ENNIS, GO EAST ON THE MAIN ROAD 01.3 MILES.  THEN TURN RIGHT AND GO
 CS0392'SOUTH ON FM HIGHWAY 1181, 0.6 MILE TO THE MARK ON THE LEFT.  THE MARK
 CS0392'IS A STANDARD DISK STAMPED K 970 RESET 1954 SET IN A CONCRETE MONUMENT
 CS0392'PROJECTING ABOUT 3 INCHES, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE,
 CS0392'13 FEET SOUTH OF THE PROJECTION OF THE T FENCE LINE LEANING WEST FROM
 CS0392'THE WEST RIGHT-OF-WAY FENCE AND IS ABOUT 0.2 MILE SOUTH OF A FARM
 CS0392'HOUSE.
 CS0392
 CS0392                          STATION RECOVERY (2002)
 CS0392
 CS0392'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWC)
 CS0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1365 ***********************************************************************
 CS1365  DESIGNATION -  K 971
 CS1365  PID         -  CS1365
 CS1365  STATE/COUNTY-  TX/DALLAS
 CS1365  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1365
 CS1365                         *CURRENT SURVEY CONTROL
 CS1365  ___________________________________________________________________
 CS1365* NAD 83(1986)-  32 51 50.     (N)    096 40 42.     (W)     SCALED    
 CS1365* NAVD 88     -       182.24   (+/-2cm)     597.9    (feet)  VERTCON   
 CS1365  ___________________________________________________________________
 CS1365  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 CS1365
 CS1365  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CS1365
 CS1365.The horizontal coordinates were scaled from a topographic map and have
 CS1365.an estimated accuracy of +/- 6 seconds.
 CS1365
 CS1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS1365.The vertical order pertains to the NGVD 29 superseded value.
 CS1365
 CS1365.The geoid height was determined by GEOID03.
 CS1365
 CS1365;                    North         East    Units  Estimated Accuracy
 CS1365;SPC TXNC     - 2,134,240.      770,470.      MT  (+/- 180 meters Scaled)
 CS1365
 CS1365                          SUPERSEDED SURVEY CONTROL
 CS1365
 CS1365  NGVD 29 (??/??/92)  182.251  (m)          597.94   (f) ADJ UNCH    2 0
 CS1365
 CS1365.Superseded values are not recommended for survey control.
 CS1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1365.See file dsdata.txt to determine how the superseded data were derived.
 CS1365
 CS1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB172385(NAD 83)
 CS1365_MARKER: DB = BENCH MARK DISK
 CS1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1365_STAMPING: K 971 1946
 CS1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1365+STABILITY: SURFACE MOTION
 CS1365
 CS1365  HISTORY     - Date     Condition        Report By
 CS1365  HISTORY     - 1946     MONUMENTED       CGS
 CS1365  HISTORY     - 1958     GOOD             NGS
 CS1365  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 CS1365  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 CS1365
 CS1365                          STATION DESCRIPTION
 CS1365
 CS1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1365'5.4 MI SW FROM GARLAND.
 CS1365'AT GARLAND AIRPORT, DALLAS COUNTY, WHICH IS 4.9 MILES SOUTHWEST ALONG
 CS1365'U.S. HIGHWAY NO.67 FROM THE G.C. AND S.F.R.R. DEPOT IN GARLAND AND
 CS1365'THEN 0.4 MILE WEST ALONG STATE HIGHWAY NO.78 TO THE ENTRANCE TO THE
 CS1365'AIRPORT.  THE MARK IS 4.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 CS1365'THE OLD METAL HANGER SHED WHICH IS WEST, ACROSS THE ENTRANCE, FROM THE
 CS1365'MAIN HANGER AND 6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 CS1365'METAL SHED AND ABOUT 38 YARDS WEST OF J 971 WHICH IS NEAR THE
 CS1365'SOUTHEAST CORNER OF THE OLD HANGER.  A STANDARD DISK STAMPED K 971
 CS1365'1946 IN A CONCRETE POST SET ABOUT FLUSH WITH THE SURFACE OF THE
 CS1365'GROUND.
 CS1365
 CS1365                          STATION RECOVERY (1991)
 CS1365
 CS1365'RECOVERY NOTE BY US POWER SQUADRON 1991 (CES)
 CS1365'MARK NOT FOUND.
 CS1365
 CS1365                          STATION RECOVERY (1999)
 CS1365
 CS1365'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0501 ***********************************************************************
 BZ0501  DESIGNATION -  K 972 RESET 1965
 BZ0501  PID         -  BZ0501
 BZ0501  STATE/COUNTY-  TX/MADISON
 BZ0501  USGS QUAD   -  NORMANGEE (1982)
 BZ0501
 BZ0501                         *CURRENT SURVEY CONTROL
 BZ0501  ___________________________________________________________________
 BZ0501* NAD 83(1986)-  31 01 21.     (N)    096 03 57.     (W)     SCALED    
 BZ0501* NAVD 88     -       106.42   (+/-2cm)     349.1    (feet)  VERTCON   
 BZ0501  ___________________________________________________________________
 BZ0501  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BZ0501
 BZ0501  VERT ORDER  -  THIRD (See Below)
 BZ0501
 BZ0501.The horizontal coordinates were scaled from a topographic map and have
 BZ0501.an estimated accuracy of +/- 6 seconds.
 BZ0501
 BZ0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0501.The vertical order pertains to the NGVD 29 superseded value.
 BZ0501
 BZ0501.The geoid height was determined by GEOID03.
 BZ0501
 BZ0501;                    North         East    Units  Estimated Accuracy
 BZ0501;SPC TX C     - 3,158,120.    1,107,320.      MT  (+/- 180 meters Scaled)
 BZ0501
 BZ0501                          SUPERSEDED SURVEY CONTROL
 BZ0501
 BZ0501  NGVD 29 (01/29/03)  106.40   (m)          349.1    (f) RESET       3  
 BZ0501
 BZ0501.Superseded values are not recommended for survey control.
 BZ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0501.See file dsdata.txt to determine how the superseded data were derived.
 BZ0501
 BZ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV801357(NAD 83)
 BZ0501_MARKER: DB = BENCH MARK DISK
 BZ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0501_STAMPING: K 972 RESET 1965
 BZ0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0501+STABILITY: SURFACE MOTION
 BZ0501
 BZ0501  HISTORY     - Date     Condition        Report By
 BZ0501  HISTORY     - 1965     MONUMENTED       CGS
 BZ0501
 BZ0501                          STATION DESCRIPTION
 BZ0501
 BZ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BZ0501'3.95 MI SE FROM NORMANGEE.
 BZ0501'TO REACH FROM THE POST OFFICE IN NORMANGEE, GO EAST ON A GRAVELED ROAD
 BZ0501'0.35 MILE TO STATE HIGHWAY OSR, THENCE NORTHEAST 1.55 MILES ALONG OSR
 BZ0501'HIGHWAY TO FARM-TO-MARKET ROAD 2289, THENCE SOUTHEAST 2.05 MILES ALONG
 BZ0501'FARM-TO-MARKET ROAD 2289 TO BENCH MARK, 0.2 MILE SOUTHEAST OF A BRIDGE
 BZ0501'OVER COBBS CREEK, ABOUT 150 YARDS WEST OF A FARMHOUSE, 51 FEET WEST OF
 BZ0501'THE CENTER LINE OF ROAD, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 6
 BZ0501'INCHES WEST OF THE RIGHT-OF-WAY FENCE AND IS ABOUT LEVEL WITH THE
 BZ0501'ROAD.  THE MARK IS AT TEXAS HIGHWAY DEPARTMENT BASE LINE STATION 75 +
 BZ0501'81.  THE DISK IS SET IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS
 BZ0501'ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1713 ***********************************************************************
 BY1713  DESIGNATION -  K 973
 BY1713  PID         -  BY1713
 BY1713  STATE/COUNTY-  TX/LEON
 BY1713  USGS QUAD   -  LEONA SW (1964)
 BY1713
 BY1713                         *CURRENT SURVEY CONTROL
 BY1713  ___________________________________________________________________
 BY1713* NAD 83(1986)-  31 06 26.     (N)    095 56 13.     (W)     SCALED    
 BY1713* NAVD 88     -        91.78   (+/-2cm)     301.1    (feet)  VERTCON   
 BY1713  ___________________________________________________________________
 BY1713  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BY1713
 BY1713  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1713
 BY1713.The horizontal coordinates were scaled from a topographic map and have
 BY1713.an estimated accuracy of +/- 6 seconds.
 BY1713
 BY1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1713.The vertical order pertains to the NGVD 29 superseded value.
 BY1713
 BY1713.The geoid height was determined by GEOID03.
 BY1713
 BY1713;                    North         East    Units  Estimated Accuracy
 BY1713;SPC TX C     - 3,167,980.    1,119,250.      MT  (+/- 180 meters Scaled)
 BY1713
 BY1713                          SUPERSEDED SURVEY CONTROL
 BY1713
 BY1713  NGVD 29 (??/??/92)   91.762  (m)          301.06   (f) ADJ UNCH    2 0
 BY1713
 BY1713.Superseded values are not recommended for survey control.
 BY1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1713.See file dsdata.txt to determine how the superseded data were derived.
 BY1713
 BY1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ198451(NAD 83)
 BY1713_MARKER: DB = BENCH MARK DISK
 BY1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1713_STAMPING: K 973 1947
 BY1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1713+STABILITY: SURFACE MOTION
 BY1713
 BY1713  HISTORY     - Date     Condition        Report By
 BY1713  HISTORY     - 1947     MONUMENTED       CGS
 BY1713
 BY1713                          STATION DESCRIPTION
 BY1713
 BY1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1713'4.0 MI S FROM LEONA.
 BY1713'ABOUT 4.0 MILES SOUTH ALONG U.S. HIGHWAY NO. 75 FROM THE POST OFFICE
 BY1713'AT LEONA, 122.0 FEET SOUTHWEST OF A POWER POLE, 86.6 FEET SOUTH OF A
 BY1713'TWENTYFOUR INCH OAK TREE, 48.6 FEET EAST OF AND ABOUT 1.0 FOOT LOWER
 BY1713'THAN THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT WEST OF A FENCE AND 1.0
 BY1713'FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET
 BY1713'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 BY1713'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1100 ***********************************************************************
 BL1100  DESIGNATION -  K 974
 BL1100  PID         -  BL1100
 BL1100  STATE/COUNTY-  TX/SAN JACINTO
 BL1100  USGS QUAD   -  CAMILLA (1997)
 BL1100
 BL1100                         *CURRENT SURVEY CONTROL
 BL1100  ___________________________________________________________________
 BL1100* NAD 83(1986)-  30 30 08.     (N)    095 01 53.     (W)     SCALED    
 BL1100* NAVD 88     -        44.95   (+/-2cm)     147.5    (feet)  VERTCON   
 BL1100  ___________________________________________________________________
 BL1100  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL1100
 BL1100  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1100
 BL1100.The horizontal coordinates were scaled from a topographic map and have
 BL1100.an estimated accuracy of +/- 6 seconds.
 BL1100
 BL1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1100.The vertical order pertains to the NGVD 29 superseded value.
 BL1100
 BL1100.The geoid height was determined by GEOID03.
 BL1100
 BL1100;                    North         East    Units  Estimated Accuracy
 BL1100;SPC TX C     - 3,104,750.    1,208,740.      MT  (+/- 180 meters Scaled)
 BL1100
 BL1100                          SUPERSEDED SURVEY CONTROL
 BL1100
 BL1100  NGVD 29 (??/??/92)   44.954  (m)          147.49   (f) ADJ UNCH    2 0
 BL1100
 BL1100.Superseded values are not recommended for survey control.
 BL1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1100.See file dsdata.txt to determine how the superseded data were derived.
 BL1100
 BL1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP050761(NAD 83)
 BL1100_MARKER: DB = BENCH MARK DISK
 BL1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL1100_SP_SET: BRIDGE CURB
 BL1100_STAMPING: K 974 1947
 BL1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1100
 BL1100  HISTORY     - Date     Condition        Report By
 BL1100  HISTORY     - 1947     MONUMENTED       CGS
 BL1100
 BL1100                          STATION DESCRIPTION
 BL1100
 BL1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1100'2.1 MI W FROM SHEPHERD.
 BL1100'2.1 MILES WEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT
 BL1100'SHEPHERD, 11.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.0
 BL1100'FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 BL1100'END OF THE NORTHEAST CONCRETE CURB OF A BRIDGE OVER BIG CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0966 ***********************************************************************
 BL0966  DESIGNATION -  K 976
 BL0966  PID         -  BL0966
 BL0966  STATE/COUNTY-  TX/TRINITY
 BL0966  USGS QUAD   -  CARLISLE (1972)
 BL0966
 BL0966                         *CURRENT SURVEY CONTROL
 BL0966  ___________________________________________________________________
 BL0966* NAD 83(1986)-  30 51 40.     (N)    095 13 24.     (W)     SCALED    
 BL0966* NAVD 88     -        41.51   (+/-2cm)     136.2    (feet)  VERTCON   
 BL0966  ___________________________________________________________________
 BL0966  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BL0966
 BL0966  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0966
 BL0966.The horizontal coordinates were scaled from a topographic map and have
 BL0966.an estimated accuracy of +/- 6 seconds.
 BL0966
 BL0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0966.The vertical order pertains to the NGVD 29 superseded value.
 BL0966
 BL0966.The geoid height was determined by GEOID03.
 BL0966
 BL0966;                    North         East    Units  Estimated Accuracy
 BL0966;SPC TX C     - 3,143,630.    1,188,500.      MT  (+/- 180 meters Scaled)
 BL0966
 BL0966                          SUPERSEDED SURVEY CONTROL
 BL0966
 BL0966  NGVD 29 (??/??/92)   41.526  (m)          136.24   (f) ADJ UNCH    2 0
 BL0966
 BL0966.Superseded values are not recommended for survey control.
 BL0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0966.See file dsdata.txt to determine how the superseded data were derived.
 BL0966
 BL0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ874163(NAD 83)
 BL0966_MARKER: DB = BENCH MARK DISK
 BL0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0966_STAMPING: K 976 1947
 BL0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0966+STABILITY: SURFACE MOTION
 BL0966
 BL0966  HISTORY     - Date     Condition        Report By
 BL0966  HISTORY     - 1947     MONUMENTED       CGS
 BL0966
 BL0966                          STATION DESCRIPTION
 BL0966
 BL0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0966'1.3 MI SW FROM CARLISLE.
 BL0966'0.6 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0966'CARLISLE, THENCE 0.7 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, AT A
 BL0966'CURVE IN THE ROAD, 52.0 FEET NORTH OF THE NORTH END OF A GATE, 33.0
 BL0966'FEET WEST OF AND 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 10.0
 BL0966'FEET SOUTHWEST OF A 14 INCH OAK TREE, 6.0 FEET EAST OF A FENCE, 2.0
 BL0966'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0966'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1784 ***********************************************************************
 BL1784  DESIGNATION -  K 977
 BL1784  PID         -  BL1784
 BL1784  STATE/COUNTY-  TX/WALKER
 BL1784  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1784
 BL1784                         *CURRENT SURVEY CONTROL
 BL1784  ___________________________________________________________________
 BL1784* NAD 83(1986)-  30 57 48.     (N)    095 30 09.     (W)     SCALED    
 BL1784* NAVD 88     -        57.55   (+/-2cm)     188.8    (feet)  VERTCON   
 BL1784  ___________________________________________________________________
 BL1784  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BL1784
 BL1784  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1784
 BL1784.The horizontal coordinates were scaled from a topographic map and have
 BL1784.an estimated accuracy of +/- 6 seconds.
 BL1784
 BL1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1784.The vertical order pertains to the NGVD 29 superseded value.
 BL1784
 BL1784.The geoid height was determined by GEOID03.
 BL1784
 BL1784;                    North         East    Units  Estimated Accuracy
 BL1784;SPC TX C     - 3,153,760.    1,161,340.      MT  (+/- 180 meters Scaled)
 BL1784
 BL1784                          SUPERSEDED SURVEY CONTROL
 BL1784
 BL1784  NGVD 29 (??/??/92)   57.560  (m)          188.84   (f) ADJ UNCH    2 0
 BL1784
 BL1784.Superseded values are not recommended for survey control.
 BL1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1784.See file dsdata.txt to determine how the superseded data were derived.
 BL1784
 BL1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ609282(NAD 83)
 BL1784_MARKER: DB = BENCH MARK DISK
 BL1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1784_STAMPING: K 977 1947
 BL1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1784+STABILITY: SURFACE MOTION
 BL1784
 BL1784  HISTORY     - Date     Condition        Report By
 BL1784  HISTORY     - 1947     MONUMENTED       CGS
 BL1784  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1784
 BL1784                          STATION DESCRIPTION
 BL1784
 BL1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1784'8.15 MI W FROM TRINITY.
 BL1784'8.15 MILES WEST ALONG A GRAVEL AND DIRT ROAD FROM THE POST OFFICE AT
 BL1784'TRINITY, 0.6 MILE WEST OF A WOODEN BRIDGE OVER DILLARD CREEK, 0.15
 BL1784'MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH TO A CHURCH AND
 BL1784'A SCHOOL, 250 FEET EAST OF A CURVE, 120.0 FEET WEST OF THE CENTER OF A
 BL1784'PRIVATE CROSS ROAD WHICH LEADS NORTH TO A RANCH HOUSE AND SOUTH TO A
 BL1784'GROUP OF STOCK PENS, 51.0 FEET SOUTH OF THE CENTER OF THE MAIN ROAD,
 BL1784'13.5 FEET EAST OF THE EAST SIDE OF A 4-FOOT OAK TREE WHICH IS BEING
 BL1784'USED FOR A FENCE CORNER POST, 3.0 FEET WEST OF A REFERENCE POST, SET
 BL1784'IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING 0.1
 BL1784'FOOT.
 BL1784
 BL1784                          STATION RECOVERY (1996)
 BL1784
 BL1784'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2005 ***********************************************************************
 BY2005  DESIGNATION -  K 978
 BY2005  PID         -  BY2005
 BY2005  STATE/COUNTY-  TX/HOUSTON
 BY2005  USGS QUAD   -  WELDON (1972)
 BY2005
 BY2005                         *CURRENT SURVEY CONTROL
 BY2005  ___________________________________________________________________
 BY2005* NAD 83(1986)-  31 01 35.     (N)    095 31 25.     (W)     SCALED    
 BY2005* NAVD 88     -        87.36   (+/-2cm)     286.6    (feet)  VERTCON   
 BY2005  ___________________________________________________________________
 BY2005  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BY2005
 BY2005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2005
 BY2005.The horizontal coordinates were scaled from a topographic map and have
 BY2005.an estimated accuracy of +/- 6 seconds.
 BY2005
 BY2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2005.The vertical order pertains to the NGVD 29 superseded value.
 BY2005
 BY2005.The geoid height was determined by GEOID03.
 BY2005
 BY2005;                    North         East    Units  Estimated Accuracy
 BY2005;SPC TX C     - 3,160,660.    1,159,030.      MT  (+/- 180 meters Scaled)
 BY2005
 BY2005                          SUPERSEDED SURVEY CONTROL
 BY2005
 BY2005  NGVD 29 (??/??/92)   87.367  (m)          286.64   (f) ADJ UNCH    2 0
 BY2005
 BY2005.Superseded values are not recommended for survey control.
 BY2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2005.See file dsdata.txt to determine how the superseded data were derived.
 BY2005
 BY2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ591352(NAD 83)
 BY2005_MARKER: DB = BENCH MARK DISK
 BY2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2005_STAMPING: K 978 1947
 BY2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2005+STABILITY: SURFACE MOTION
 BY2005
 BY2005  HISTORY     - Date     Condition        Report By
 BY2005  HISTORY     - 1947     MONUMENTED       CGS
 BY2005
 BY2005                          STATION DESCRIPTION
 BY2005
 BY2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2005'3.2 MI E FROM WELDON.
 BY2005'0.3 MILE SOUTH AND 2.9 MILES EAST ALONG DIRT ROADS FROM THE WELDON
 BY2005'HIGH SCHOOL AT WELDON, 0.6 MILE EAST OF A WOODEN BRIDGE OVER SAND
 BY2005'BRANCH, 0.15 MILE WEST OF THE TOP OF A HILL, 45.0 FEET EAST OF A
 BY2005'TELEPHONE POLE, 33.0 FEET SOUTH OF THE CENTER OF THE ROAD, 6.0 FEET
 BY2005'NORTHWEST OF THE MOST WESTERLY TREE OF THREE 1-FOOT PINE TREES WHICH
 BY2005'FORM A 6-FOOT TRIANGLE, 2.5 FEET EAST OF A REFERENCE POST, 1.0 FOOT
 BY2005'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT 2
 BY2005'FEET ABOVE THE ROAD AND PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1726 ***********************************************************************
 BL1726  DESIGNATION -  K 979
 BL1726  PID         -  BL1726
 BL1726  STATE/COUNTY-  TX/HOUSTON
 BL1726  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1726
 BL1726                         *CURRENT SURVEY CONTROL
 BL1726  ___________________________________________________________________
 BL1726* NAD 83(1986)-  30 59 54.     (N)    095 35 29.     (W)     SCALED    
 BL1726* NAVD 88     -        63.09   (+/-2cm)     207.0    (feet)  VERTCON   
 BL1726  ___________________________________________________________________
 BL1726  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BL1726
 BL1726  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1726
 BL1726.The horizontal coordinates were scaled from a topographic map and have
 BL1726.an estimated accuracy of +/- 6 seconds.
 BL1726
 BL1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1726.The vertical order pertains to the NGVD 29 superseded value.
 BL1726
 BL1726.The geoid height was determined by GEOID03.
 BL1726
 BL1726;                    North         East    Units  Estimated Accuracy
 BL1726;SPC TX C     - 3,157,270.    1,152,690.      MT  (+/- 180 meters Scaled)
 BL1726
 BL1726                          SUPERSEDED SURVEY CONTROL
 BL1726
 BL1726  NGVD 29 (??/??/92)   63.095  (m)          207.00   (f) ADJ UNCH    2 0
 BL1726
 BL1726.Superseded values are not recommended for survey control.
 BL1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1726.See file dsdata.txt to determine how the superseded data were derived.
 BL1726
 BL1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ525323(NAD 83)
 BL1726_MARKER: DB = BENCH MARK DISK
 BL1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1726_STAMPING: K 979 1947
 BL1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1726+STABILITY: SURFACE MOTION
 BL1726
 BL1726  HISTORY     - Date     Condition        Report By
 BL1726  HISTORY     - 1947     MONUMENTED       CGS
 BL1726
 BL1726                          STATION DESCRIPTION
 BL1726
 BL1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1726'2.5 MI SW FROM WELDON.
 BL1726'1.55 MILE SOUTH AND 0.95 MILE SOUTHWEST ALONG DIRT ROADS FROM THE
 BL1726'WELDON HIGH SCHOOL AT WELDON, 1.4 MILE NORTHEAST OF THE MAIN BUILDING
 BL1726'AT THE EASTHAM STATE PRISON FARM HEADQUARTERS, 0.1 MILE SOUTHWEST OF A
 BL1726'CURVE IN THE ROAD, 39.0 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 29.0
 BL1726'FEET EAST OF THE CENTER OF A WOODEN GATE ACROSS THE ENTRANCE TO A FARM
 BL1726'HOUSE, 15.5 FEET NORTHEAST OF A FENCE CORNER POST, 3.0 FEET NORTHEAST
 BL1726'OF A REFERENCE POST, 1.7 FOOT NORTHWEST OF THE SOUTHEAST RIGHT OF WAY
 BL1726'FENCE, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE ROAD AND
 BL1726'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2332 ***********************************************************************
 BL2332  DESIGNATION -  K 980 RESET
 BL2332  PID         -  BL2332
 BL2332  STATE/COUNTY-  TX/SAN JACINTO
 BL2332  USGS QUAD   -  BEAR CREEK (1976)
 BL2332
 BL2332                         *CURRENT SURVEY CONTROL
 BL2332  ___________________________________________________________________
 BL2332* NAD 83(1986)-  30 26 24.     (N)    095 09 57.     (W)     SCALED    
 BL2332* NAVD 88     -        66.58   (+/-2cm)     218.4    (feet)  VERTCON   
 BL2332  ___________________________________________________________________
 BL2332  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL2332
 BL2332  VERT ORDER  -  THIRD (See Below)
 BL2332
 BL2332.The horizontal coordinates were scaled from a topographic map and have
 BL2332.an estimated accuracy of +/- 6 seconds.
 BL2332
 BL2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2332.The vertical order pertains to the NGVD 29 superseded value.
 BL2332
 BL2332.The geoid height was determined by GEOID03.
 BL2332
 BL2332;                    North         East    Units  Estimated Accuracy
 BL2332;SPC TX C     - 3,097,260.    1,196,170.      MT  (+/- 180 meters Scaled)
 BL2332
 BL2332                          SUPERSEDED SURVEY CONTROL
 BL2332
 BL2332  NGVD 29 (01/29/03)   66.59   (m)          218.5    (f) RESET       3  
 BL2332
 BL2332.Superseded values are not recommended for survey control.
 BL2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2332.See file dsdata.txt to determine how the superseded data were derived.
 BL2332
 BL2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP920695(NAD 83)
 BL2332_MARKER: DB = BENCH MARK DISK
 BL2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2332_SP_SET: CONCRETE POST
 BL2332_STAMPING: K 980 RESET 1982
 BL2332_MARK LOGO: NGS   
 BL2332_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL2332+STABILITY: SURFACE MOTION
 BL2332
 BL2332  HISTORY     - Date     Condition        Report By
 BL2332  HISTORY     - 1982     MONUMENTED       USFS
 BL2332
 BL2332                          STATION DESCRIPTION
 BL2332
 BL2332'DESCRIBED BY US FOREST SERVICE 1982
 BL2332'9.9 MI (15.9 KM) SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215
 BL2332'FROM THE POST OFFICE AT EVERGREEN, 1.0 MI (1.6 KM) SOUTH OF THE
 BL2332'PLEASANT GROVE CHURCH,3.3 FT SOUTH OF A 12 RED OAK TREE, 3.4 FT
 BL2332'(1.0 M) NORTH OF A 14 SWEET GUM TREE, 40 FT (12.2 M) NORTH OF FOREST
 BL2332'SERVICE RD NO. 259, 40 FT (12.2 M) NORTH OF OLD B.M., 40 FT (12.2 M)
 BL2332'WEST OF CENTER OF F.M. HIGHWAY NO. 945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1125 ***********************************************************************
 BL1125  DESIGNATION -  K 981
 BL1125  PID         -  BL1125
 BL1125  STATE/COUNTY-  TX/SAN JACINTO
 BL1125  USGS QUAD   -  STEPHEN CREEK (1972)
 BL1125
 BL1125                         *CURRENT SURVEY CONTROL
 BL1125  ___________________________________________________________________
 BL1125* NAD 83(1986)-  30 39 42.     (N)    095 13 17.     (W)     SCALED    
 BL1125* NAVD 88     -       103.20   (+/-2cm)     338.6    (feet)  VERTCON   
 BL1125  ___________________________________________________________________
 BL1125  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL1125
 BL1125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1125
 BL1125.The horizontal coordinates were scaled from a topographic map and have
 BL1125.an estimated accuracy of +/- 6 seconds.
 BL1125
 BL1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1125.The vertical order pertains to the NGVD 29 superseded value.
 BL1125
 BL1125.The geoid height was determined by GEOID03.
 BL1125
 BL1125;                    North         East    Units  Estimated Accuracy
 BL1125;SPC TX C     - 3,121,560.    1,189,710.      MT  (+/- 180 meters Scaled)
 BL1125
 BL1125                          SUPERSEDED SURVEY CONTROL
 BL1125
 BL1125  NGVD 29 (??/??/92)  103.205  (m)          338.60   (f) ADJ UNCH    2 0
 BL1125
 BL1125.Superseded values are not recommended for survey control.
 BL1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1125.See file dsdata.txt to determine how the superseded data were derived.
 BL1125
 BL1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP871942(NAD 83)
 BL1125_MARKER: DB = BENCH MARK DISK
 BL1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1125_STAMPING: K 981 1947
 BL1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1125+STABILITY: SURFACE MOTION
 BL1125
 BL1125  HISTORY     - Date     Condition        Report By
 BL1125  HISTORY     - 1947     MONUMENTED       CGS
 BL1125
 BL1125                          STATION DESCRIPTION
 BL1125
 BL1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1125'7.7 MI NW FROM COLDSPRING.
 BL1125'0.2 MILE WEST ALONG STATE HIGHWAY 150 FROM THE COURTHOUSE AT
 BL1125'COLDSPRING, THENCE 5.3 MILES NORTHWEST ALONG STATE HIGHWAY 156, THENCE
 BL1125'2.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 52.0 FEET SOUTHEAST OF
 BL1125'THE CENTER LINE OF A DIRT ROAD LEADING NORTHEAST TO WILLOW SPRINGS
 BL1125'LOOKOUT TOWER, 43.0 FEET NORTHEAST OF AND LEVEL WITH THE CENTER LINE
 BL1125'OF THE ROAD, 15.5 FEET WEST OF A 14 INCH PINE TREE, 1.5 FEET SOUTH OF
 BL1125'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 BL1125'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1343 ***********************************************************************
 BL1343  DESIGNATION -  K 982
 BL1343  PID         -  BL1343
 BL1343  STATE/COUNTY-  TX/MONTGOMERY
 BL1343  USGS QUAD   -  WILLIS (1997)
 BL1343
 BL1343                         *CURRENT SURVEY CONTROL
 BL1343  ___________________________________________________________________
 BL1343* NAD 83(1986)-  30 25 26.     (N)    095 27 51.     (W)     SCALED    
 BL1343* NAVD 88     -       102.03   (+/-2cm)     334.7    (feet)  VERTCON   
 BL1343  ___________________________________________________________________
 BL1343  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BL1343
 BL1343  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1343
 BL1343.The horizontal coordinates were scaled from a topographic map and have
 BL1343.an estimated accuracy of +/- 6 seconds.
 BL1343
 BL1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1343.The vertical order pertains to the NGVD 29 superseded value.
 BL1343
 BL1343.The geoid height was determined by GEOID03.
 BL1343
 BL1343;                    North         East    Units  Estimated Accuracy
 BL1343;SPC TX C     - 3,094,180.    1,167,620.      MT  (+/- 180 meters Scaled)
 BL1343
 BL1343                          SUPERSEDED SURVEY CONTROL
 BL1343
 BL1343  NGVD 29 (??/??/92)  102.029  (m)          334.74   (f) ADJ UNCH    2 0
 BL1343
 BL1343.Superseded values are not recommended for survey control.
 BL1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1343.See file dsdata.txt to determine how the superseded data were derived.
 BL1343
 BL1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP633683(NAD 83)
 BL1343_MARKER: DB = BENCH MARK DISK
 BL1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1343_STAMPING: K 982 1947
 BL1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1343+STABILITY: SURFACE MOTION
 BL1343
 BL1343  HISTORY     - Date     Condition        Report By
 BL1343  HISTORY     - 1947     MONUMENTED       CGS
 BL1343
 BL1343                          STATION DESCRIPTION
 BL1343
 BL1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1343'1.1 MI E FROM WILLIS.
 BL1343'0.3 MILE SOUTH AND 0.8 MILE EAST ALONG THE WILLIS-EVERGREEN ROAD FROM
 BL1343'THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT WILLIS, 447.0
 BL1343'FEET WEST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 1
 BL1343'1/2-FOOT IRON PIPE CULVERT UNDER THE ROAD, 38.0 FEET NORTH OF THE
 BL1343'CENTER OF THE ROAD, 36.0 FEET EAST OF A 2-FOOT OAK TREE, 25.0 FEET
 BL1343'SOUTHWEST OF A 1 1/2-FOOT OAK TREE, 2.5 FEET NORTH OF THE NORTH
 BL1343'RIGHT-OF-WAY FENCE, 2.5 FEET EAST OF A REFERENCE POST, SET IN A
 BL1343'CONCRETE POST IN LINE WITH A FENCE LEADING SOUTH FROM THE SOUTH
 BL1343'RIGHT-OF-WAY FENCE, ABOUT 1 FOOT ABOVE THE ROAD AND ABOUT FLUSH WITH
 BL1343'THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1724 ***********************************************************************
 BL1724  DESIGNATION -  K 983
 BL1724  PID         -  BL1724
 BL1724  STATE/COUNTY-  TX/MADISON
 BL1724  USGS QUAD   -  CONNOR (1962)
 BL1724
 BL1724                         *CURRENT SURVEY CONTROL
 BL1724  ___________________________________________________________________
 BL1724* NAD 83(1986)-  30 55 35.     (N)    095 47 30.     (W)     SCALED    
 BL1724* NAVD 88     -        60.00   (+/-2cm)     196.8    (feet)  VERTCON   
 BL1724  ___________________________________________________________________
 BL1724  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BL1724
 BL1724  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1724
 BL1724.The horizontal coordinates were scaled from a topographic map and have
 BL1724.an estimated accuracy of +/- 6 seconds.
 BL1724
 BL1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1724.The vertical order pertains to the NGVD 29 superseded value.
 BL1724
 BL1724.The geoid height was determined by GEOID03.
 BL1724
 BL1724;                    North         East    Units  Estimated Accuracy
 BL1724;SPC TX C     - 3,148,510.    1,133,910.      MT  (+/- 180 meters Scaled)
 BL1724
 BL1724                          SUPERSEDED SURVEY CONTROL
 BL1724
 BL1724  NGVD 29 (??/??/92)   60.002  (m)          196.86   (f) ADJ UNCH    2 0
 BL1724
 BL1724.Superseded values are not recommended for survey control.
 BL1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1724.See file dsdata.txt to determine how the superseded data were derived.
 BL1724
 BL1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ332247(NAD 83)
 BL1724_MARKER: DB = BENCH MARK DISK
 BL1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1724_STAMPING: K 983 1947
 BL1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1724+STABILITY: SURFACE MOTION
 BL1724
 BL1724  HISTORY     - Date     Condition        Report By
 BL1724  HISTORY     - 1947     MONUMENTED       CGS
 BL1724
 BL1724                          STATION DESCRIPTION
 BL1724
 BL1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1724'8.0 MI E FROM MADISONVILLE.
 BL1724'TO REACH FROM THE MADISONVILLE HIGH SCHOOL AT MADISONVILLE, PROCEED
 BL1724'6.4 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75, THENCE 1.6 MILE EAST
 BL1724'ALONG A DIRT ROAD, BENCH MARK IS ON THE OUTSIDE OF A RIGHT ANGLE TURN
 BL1724'IN THE ROAD, 48.0 FEET NORTH OF A POINT IN LINE WITH THE CENTER OF THE
 BL1724'EAST-WEST SECTION OF THE ROAD AND 29.0 FEET EAST OF THE CENTER OF THE
 BL1724'NORTH-SOUTH SECTION OF THE ROAD, 41.0 FEET NORTH OF AN EAST-WEST NET
 BL1724'WIRE FENCE LINE, 12.0 FEET EAST OF THE EAST RIGHT OF WAY FENCE, 3.2
 BL1724'FEET NORTH OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME
 BL1724'ELEVATION AS THE ROAD AND PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1743 ***********************************************************************
 BL1743  DESIGNATION -  K 984
 BL1743  PID         -  BL1743
 BL1743  STATE/COUNTY-  TX/WALKER
 BL1743  USGS QUAD   -  WYSER BOTTOM (1972)
 BL1743
 BL1743                         *CURRENT SURVEY CONTROL
 BL1743  ___________________________________________________________________
 BL1743* NAD 83(1986)-  30 53 42.     (N)    095 34 05.     (W)     SCALED    
 BL1743* NAVD 88     -        51.96   (+/-2cm)     170.5    (feet)  VERTCON   
 BL1743  ___________________________________________________________________
 BL1743  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BL1743
 BL1743  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1743
 BL1743.The horizontal coordinates were scaled from a topographic map and have
 BL1743.an estimated accuracy of +/- 6 seconds.
 BL1743
 BL1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1743.The vertical order pertains to the NGVD 29 superseded value.
 BL1743
 BL1743.The geoid height was determined by GEOID03.
 BL1743
 BL1743;                    North         East    Units  Estimated Accuracy
 BL1743;SPC TX C     - 3,145,920.    1,155,410.      MT  (+/- 180 meters Scaled)
 BL1743
 BL1743                          SUPERSEDED SURVEY CONTROL
 BL1743
 BL1743  NGVD 29 (??/??/92)   51.963  (m)          170.48   (f) ADJ UNCH    2 0
 BL1743
 BL1743.Superseded values are not recommended for survey control.
 BL1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1743.See file dsdata.txt to determine how the superseded data were derived.
 BL1743
 BL1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ545207(NAD 83)
 BL1743_MARKER: DB = BENCH MARK DISK
 BL1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1743_STAMPING: K 984 1947
 BL1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1743+STABILITY: SURFACE MOTION
 BL1743
 BL1743  HISTORY     - Date     Condition        Report By
 BL1743  HISTORY     - 1947     MONUMENTED       CGS
 BL1743  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL1743
 BL1743                          STATION DESCRIPTION
 BL1743
 BL1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1743'15.75 MI N FROM HUNTSVILLE.
 BL1743'10.1 MILES NORTHWEST ALONG A FARM TO MARKET ROAD FROM THE HIGH SCHOOL
 BL1743'AT HUNTSVILLE, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, THENCE 3.5
 BL1743'MILES NORTHEAST ALONG AN OLD DIRT ROAD, THENCE 1.85 MILES NORTH ALONG
 BL1743'AN OLD DIRT ROAD, AT THE END OF THE ROAD, AT THE BANK OF THE TRINITY
 BL1743'RIVER, 42 FEET SOUTHEAST OF A HIGH BLUFF, 9 FEET SOUTHEAST OF A
 BL1743'TRIANGULAR BLAZE ON A 24 INCH OAK TREE, 3 FEET SOUTHWEST OF A 4X4
 BL1743'MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 BL1743'ABOVE THE GROUND.
 BL1743
 BL1743                          STATION RECOVERY (1996)
 BL1743
 BL1743'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1044 ***********************************************************************
 BL1044  DESIGNATION -  K 985
 BL1044  PID         -  BL1044
 BL1044  STATE/COUNTY-  TX/SAN JACINTO
 BL1044  USGS QUAD   -  MAYNARD (1997)
 BL1044
 BL1044                         *CURRENT SURVEY CONTROL
 BL1044  ___________________________________________________________________
 BL1044* NAD 83(1986)-  30 32 32.     (N)    095 17 54.     (W)     SCALED    
 BL1044* NAVD 88     -        72.71   (+/-2cm)     238.5    (feet)  VERTCON   
 BL1044  ___________________________________________________________________
 BL1044  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL1044
 BL1044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1044
 BL1044.The horizontal coordinates were scaled from a topographic map and have
 BL1044.an estimated accuracy of +/- 6 seconds.
 BL1044
 BL1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1044.The vertical order pertains to the NGVD 29 superseded value.
 BL1044
 BL1044.The geoid height was determined by GEOID03.
 BL1044
 BL1044;                    North         East    Units  Estimated Accuracy
 BL1044;SPC TX C     - 3,107,990.    1,182,940.      MT  (+/- 180 meters Scaled)
 BL1044
 BL1044                          SUPERSEDED SURVEY CONTROL
 BL1044
 BL1044  NGVD 29 (??/??/92)   72.717  (m)          238.57   (f) ADJ UNCH    2 0
 BL1044
 BL1044.Superseded values are not recommended for survey control.
 BL1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1044.See file dsdata.txt to determine how the superseded data were derived.
 BL1044
 BL1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP795811(NAD 83)
 BL1044_MARKER: DB = BENCH MARK DISK
 BL1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1044_STAMPING: K 985 1947
 BL1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1044+STABILITY: SURFACE MOTION
 BL1044
 BL1044  HISTORY     - Date     Condition        Report By
 BL1044  HISTORY     - 1947     MONUMENTED       CGS
 BL1044
 BL1044                          STATION DESCRIPTION
 BL1044
 BL1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1044'3.7 MI SW FROM EVERGREEN.
 BL1044'3.7 MILES SOUTHWEST ALONG TEXAS STATE HIGHWAY 150 FROM THE POST OFFICE
 BL1044'AT EVERGREEN, 168.0 FEET NORTHEAST OF THE SOUTHEAST END OF A CONCRETE
 BL1044'CULVERT, 149.0 FEET SOUTHWEST OF A HOUSE, 49.0 FEET SOUTHEAST OF AND 1
 BL1044'FOOT LOWER THAN THE CENTER LINE OF THE HIGHWAY, 2.6 FEET NORTHWEST OF
 BL1044'A FENCE, 2.0 FEET NORTHEAST OF A 4X4 MARKER POST, SET IN THE TOP OF A
 BL1044'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0988 ***********************************************************************
 BL0988  DESIGNATION -  K 986
 BL0988  PID         -  BL0988
 BL0988  STATE/COUNTY-  TX/SAN JACINTO
 BL0988  USGS QUAD   -  STEPHEN CREEK (1972)
 BL0988
 BL0988                         *CURRENT SURVEY CONTROL
 BL0988  ___________________________________________________________________
 BL0988* NAD 83(1986)-  30 44 53.     (N)    095 12 08.     (W)     SCALED    
 BL0988* NAVD 88     -        36.23   (+/-2cm)     118.9    (feet)  VERTCON   
 BL0988  ___________________________________________________________________
 BL0988  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BL0988
 BL0988  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0988
 BL0988.The horizontal coordinates were scaled from a topographic map and have
 BL0988.an estimated accuracy of +/- 6 seconds.
 BL0988
 BL0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0988.The vertical order pertains to the NGVD 29 superseded value.
 BL0988
 BL0988.The geoid height was determined by GEOID03.
 BL0988
 BL0988;                    North         East    Units  Estimated Accuracy
 BL0988;SPC TX C     - 3,131,210.    1,191,100.      MT  (+/- 180 meters Scaled)
 BL0988
 BL0988                          SUPERSEDED SURVEY CONTROL
 BL0988
 BL0988  NGVD 29 (??/??/92)   36.245  (m)          118.91   (f) ADJ UNCH    2 0
 BL0988
 BL0988.Superseded values are not recommended for survey control.
 BL0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0988.See file dsdata.txt to determine how the superseded data were derived.
 BL0988
 BL0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ891037(NAD 83)
 BL0988_MARKER: DB = BENCH MARK DISK
 BL0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0988_STAMPING: K 986 1947
 BL0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0988+STABILITY: SURFACE MOTION
 BL0988
 BL0988  HISTORY     - Date     Condition        Report By
 BL0988  HISTORY     - 1947     MONUMENTED       CGS
 BL0988
 BL0988                          STATION DESCRIPTION
 BL0988
 BL0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0988'0.6 MI E FROM POINT BLANK.
 BL0988'0.6 MILE EAST ALONG U.S. HIGHWAY 190 FROM THE POST OFFICE AT POINT
 BL0988'BLANK, NEAR THE NORTHEAST END OF A CUT ON THE NORTHWEST SIDE OF THE
 BL0988'HIGHWAY, 60.0 FEET SOUTHEAST OF AND 1.0 FOOT LOWER THAN THE CENTER
 BL0988'LINE OF THE HIGHWAY, 2.0 FEET NORTHWEST OF A FENCE, 1.5 FEET SOUTHWEST
 BL0988'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 BL0988'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1664 ***********************************************************************
 BL1664  DESIGNATION -  K 987
 BL1664  PID         -  BL1664
 BL1664  STATE/COUNTY-  TX/MADISON
 BL1664  USGS QUAD   -  CONNOR (1962)
 BL1664
 BL1664                         *CURRENT SURVEY CONTROL
 BL1664  ___________________________________________________________________
 BL1664* NAD 83(1986)-  30 53 20.     (N)    095 46 52.     (W)     SCALED    
 BL1664* NAVD 88     -        51.03   (+/-2cm)     167.4    (feet)  VERTCON   
 BL1664  ___________________________________________________________________
 BL1664  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BL1664
 BL1664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1664
 BL1664.The horizontal coordinates were scaled from a topographic map and have
 BL1664.an estimated accuracy of +/- 6 seconds.
 BL1664
 BL1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1664.The vertical order pertains to the NGVD 29 superseded value.
 BL1664
 BL1664.The geoid height was determined by GEOID03.
 BL1664
 BL1664;                    North         East    Units  Estimated Accuracy
 BL1664;SPC TX C     - 3,144,390.    1,135,090.      MT  (+/- 180 meters Scaled)
 BL1664
 BL1664                          SUPERSEDED SURVEY CONTROL
 BL1664
 BL1664  NGVD 29 (??/??/92)   51.034  (m)          167.43   (f) ADJ UNCH    2 0
 BL1664
 BL1664.Superseded values are not recommended for survey control.
 BL1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1664.See file dsdata.txt to determine how the superseded data were derived.
 BL1664
 BL1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ341206(NAD 83)
 BL1664_MARKER: DB = BENCH MARK DISK
 BL1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1664_STAMPING: K 987 1947
 BL1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1664+STABILITY: SURFACE MOTION
 BL1664
 BL1664  HISTORY     - Date     Condition        Report By
 BL1664  HISTORY     - 1947     MONUMENTED       CGS
 BL1664  HISTORY     - 1962     MARK NOT FOUND   USGS
 BL1664
 BL1664                          STATION DESCRIPTION
 BL1664
 BL1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1664'9.65 MI SE FROM MADISONVILLE.
 BL1664'9.65 MILES SOUTHEAST ALONG U.S. HIGHWAY NO.75 FROM THE MADISONVILLE
 BL1664'HIGH SCHOOL AT MADISONVILLE, ALONG AN OLD SECTION OF THE HIGHWAY, 1.45
 BL1664'MILE SOUTH OF THE JUNCTION OF THE OLD SECTION OF THE HIGHWAY AND THE
 BL1664'NEW SECTION OF THE HIGHWAY, ALONG A HIGH FILL ACROSS THE BEDIAS CREEK
 BL1664'BOTTOM, 103.0 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 69.5 FEET
 BL1664'SOUTHWEST OF THE FIRST TELEPHONE POLE NORTHEAST OF TELEPHONE POLE
 BL1664'NO.700, 18.5 FEET SOUTHEAST OF A TRIANGULAR BLAZE ON A 4-FOOT OAK
 BL1664'TREE, 14.2 FEET NORTHEAST OF THE SOUTHWEST RIGHT OF WAY FENCE, 2.4
 BL1664'FEET SOUTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 8
 BL1664'FEET BELOW THE HIGHWAY AND PROJECTING 0.2 FOOT.
 BL1664
 BL1664                          STATION RECOVERY (1962)
 BL1664
 BL1664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 BL1664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1934 ***********************************************************************
 BY1934  DESIGNATION -  K 988
 BY1934  PID         -  BY1934
 BY1934  STATE/COUNTY-  TX/HOUSTON
 BY1934  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1934
 BY1934                         *CURRENT SURVEY CONTROL
 BY1934  ___________________________________________________________________
 BY1934* NAD 83(1986)-  31 15 42.     (N)    095 32 57.     (W)     SCALED    
 BY1934* NAVD 88     -        84.94   (+/-2cm)     278.7    (feet)  VERTCON   
 BY1934  ___________________________________________________________________
 BY1934  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1934
 BY1934  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1934
 BY1934.The horizontal coordinates were scaled from a topographic map and have
 BY1934.an estimated accuracy of +/- 6 seconds.
 BY1934
 BY1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1934.The vertical order pertains to the NGVD 29 superseded value.
 BY1934
 BY1934.The geoid height was determined by GEOID03.
 BY1934
 BY1934;                    North         East    Units  Estimated Accuracy
 BY1934;SPC TX C     - 3,186,610.    1,155,470.      MT  (+/- 180 meters Scaled)
 BY1934
 BY1934                          SUPERSEDED SURVEY CONTROL
 BY1934
 BY1934  NGVD 29 (??/??/92)   84.937  (m)          278.66   (f) ADJ UNCH    2 0
 BY1934
 BY1934.Superseded values are not recommended for survey control.
 BY1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1934.See file dsdata.txt to determine how the superseded data were derived.
 BY1934
 BY1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ572614(NAD 83)
 BY1934_MARKER: DB = BENCH MARK DISK
 BY1934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1934_SP_SET: BRIDGE
 BY1934_STAMPING: K 988 1947
 BY1934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1934
 BY1934  HISTORY     - Date     Condition        Report By
 BY1934  HISTORY     - 1947     MONUMENTED       CGS
 BY1934
 BY1934                          STATION DESCRIPTION
 BY1934
 BY1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1934'6.95 MI SW FROM CROCKETT.
 BY1934'6.95 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COURT HOUSE AT
 BY1934'CROCKETT, AT THE SOUTHWEST END OF A 65 FOOT CONCRETE BRIDGE OVER CANEY
 BY1934'BAYOU, 21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 BY1934'TOP OF THE EAST END OF THE WEST CONCRETE WINGWALL OF THE CONCRETE
 BY1934'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0943 ***********************************************************************
 CR0943  DESIGNATION -  K 990
 CR0943  PID         -  CR0943
 CR0943  STATE/COUNTY-  TX/VAN ZANDT
 CR0943  USGS QUAD   -  VAN (1981)
 CR0943
 CR0943                         *CURRENT SURVEY CONTROL
 CR0943  ___________________________________________________________________
 CR0943* NAD 83(1986)-  32 37 11.     (N)    095 41 26.     (W)     SCALED    
 CR0943* NAVD 88     -       138.327  (meters)     453.83   (feet)  ADJUSTED  
 CR0943  ___________________________________________________________________
 CR0943  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CR0943  DYNAMIC HT  -         138.169 (meters)     453.31  (feet)  COMP
 CR0943  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 CR0943
 CR0943  VERT ORDER  -  SECOND    CLASS 0
 CR0943
 CR0943.The horizontal coordinates were scaled from a topographic map and have
 CR0943.an estimated accuracy of +/- 6 seconds.
 CR0943
 CR0943.The orthometric height was determined by differential leveling
 CR0943.and adjusted by the National Geodetic Survey in June 1991..
 CR0943
 CR0943.The geoid height was determined by GEOID03.
 CR0943
 CR0943.The dynamic height is computed by dividing the NAVD 88
 CR0943.geopotential number by the normal gravity value computed on the
 CR0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0943.degrees latitude (g = 980.6199 gals.).
 CR0943
 CR0943.The modeled gravity was interpolated from observed gravity values.
 CR0943
 CR0943;                    North         East    Units  Estimated Accuracy
 CR0943;SPC TXNC     - 2,109,210.      863,620.      MT  (+/- 180 meters Scaled)
 CR0943
 CR0943                          SUPERSEDED SURVEY CONTROL
 CR0943
 CR0943  NGVD 29 (??/??/92)  138.346  (m)          453.89   (f) ADJ UNCH    2 0
 CR0943
 CR0943.Superseded values are not recommended for survey control.
 CR0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0943.See file dsdata.txt to determine how the superseded data were derived.
 CR0943
 CR0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS475123(NAD 83)
 CR0943_MARKER: DB = BENCH MARK DISK
 CR0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0943_STAMPING: K 990 1948
 CR0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0943+STABILITY: SURFACE MOTION
 CR0943
 CR0943  HISTORY     - Date     Condition        Report By
 CR0943  HISTORY     - 1948     MONUMENTED       CGS
 CR0943  HISTORY     - 19950901 GOOD             USPSQD
 CR0943  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0943  HISTORY     - 20050711 MARK NOT FOUND   USPSQD
 CR0943
 CR0943                          STATION DESCRIPTION
 CR0943
 CR0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0943'4.15 MI S FROM GRAND SALINE.
 CR0943'4.15 MILES SOUTH ALONG STATE HIGHWAY 110 FROM THE TEXAS AND PACIFIC
 CR0943'RAILWAY STATION AT GRAND SALINE, 115 YARDS (PACED) SOUTHEAST OF A
 CR0943'STOCK POND, 194.0 FEET EAST OF THE EAST CORNER OF A FARMHOUSE, 48.9
 CR0943'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8.0 FEET NORTHWEST
 CR0943'OF THE NORTHWEST END OF A GATE, 1.5 FEET SOUTHEAST OF A REFERENCE
 CR0943'POST, 0.9 FOOT NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 CR0943'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CR0943
 CR0943                          STATION RECOVERY (1995)
 CR0943
 CR0943'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0943'RECOVERED IN GOOD CONDITION.
 CR0943
 CR0943                          STATION RECOVERY (2004)
 CR0943
 CR0943'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0943'MARK NOT FOUND.
 CR0943
 CR0943                          STATION RECOVERY (2005)
 CR0943
 CR0943'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0905 ***********************************************************************
 CR0905  DESIGNATION -  K 991
 CR0905  PID         -  CR0905
 CR0905  STATE/COUNTY-  TX/SMITH
 CR0905  USGS QUAD   -  VAN LAKE (1981)
 CR0905
 CR0905                         *CURRENT SURVEY CONTROL
 CR0905  ___________________________________________________________________
 CR0905* NAD 83(1986)-  32 33 16.     (N)    095 32 44.     (W)     SCALED    
 CR0905* NAVD 88     -       138.286  (meters)     453.69   (feet)  ADJUSTED  
 CR0905  ___________________________________________________________________
 CR0905  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CR0905  DYNAMIC HT  -         138.127 (meters)     453.17  (feet)  COMP
 CR0905  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 CR0905
 CR0905  VERT ORDER  -  SECOND    CLASS 0
 CR0905
 CR0905.The horizontal coordinates were scaled from a topographic map and have
 CR0905.an estimated accuracy of +/- 6 seconds.
 CR0905
 CR0905.The orthometric height was determined by differential leveling
 CR0905.and adjusted by the National Geodetic Survey in June 1991..
 CR0905
 CR0905.The geoid height was determined by GEOID03.
 CR0905
 CR0905.The dynamic height is computed by dividing the NAVD 88
 CR0905.geopotential number by the normal gravity value computed on the
 CR0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0905.degrees latitude (g = 980.6199 gals.).
 CR0905
 CR0905.The modeled gravity was interpolated from observed gravity values.
 CR0905
 CR0905;                    North         East    Units  Estimated Accuracy
 CR0905;SPC TXNC     - 2,102,350.      877,420.      MT  (+/- 180 meters Scaled)
 CR0905
 CR0905                          SUPERSEDED SURVEY CONTROL
 CR0905
 CR0905  NGVD 29 (??/??/92)  138.309  (m)          453.77   (f) ADJ UNCH    2 0
 CR0905
 CR0905.Superseded values are not recommended for survey control.
 CR0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0905.See file dsdata.txt to determine how the superseded data were derived.
 CR0905
 CR0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS609047(NAD 83)
 CR0905_MARKER: DB = BENCH MARK DISK
 CR0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0905_STAMPING: K 991 1948
 CR0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0905+STABILITY: SURFACE MOTION
 CR0905
 CR0905  HISTORY     - Date     Condition        Report By
 CR0905  HISTORY     - 1948     MONUMENTED       CGS
 CR0905  HISTORY     - 19960420 POOR             USPSQD
 CR0905  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0905
 CR0905                          STATION DESCRIPTION
 CR0905
 CR0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0905'2.0 MI N FROM GARDEN VALLEY.
 CR0905'2.0 MILES NORTH ALONG THE GARDEN VALLEY-JAMESTOWN HIGHWAY FROM THE
 CR0905'POST OFFICE AT GARDEN VALLEY, 144 YARDS (PACED) SOUTHEAST OF A BRIDGE
 CR0905'OVER ROCK CREEK, 143.0 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A
 CR0905'ROAD LEADING NORTHEAST, 64.0 FEET SOUTHWEST OF AND 4.0 FEET LOWER THAN
 CR0905'THE CENTER LINE OF THE HIGHWAY, 9.0 FEET NORTHWEST OF THE CENTER LINE
 CR0905'OF A TRAIL LEADING SOUTHWEST, 5.0 FEET NORTH OF A 24-INCH OAK TREE
 CR0905'WITH A TRIANGULAR BLAZE, 1.4 FEET SOUTH OF A REFERENCE POST, SET IN
 CR0905'THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 CR0905
 CR0905                          STATION RECOVERY (1996)
 CR0905
 CR0905'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0905'MARK RECOVERED IN POOR CONDITION.
 CR0905
 CR0905                          STATION RECOVERY (2004)
 CR0905
 CR0905'RECOVERY NOTE BY US POWER SQUADRON 2004
 CR0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0711 ***********************************************************************
 CR0711  DESIGNATION -  K 992
 CR0711  PID         -  CR0711
 CR0711  STATE/COUNTY-  TX/VAN ZANDT
 CR0711  USGS QUAD   -  MURCHISON EAST (1984)
 CR0711
 CR0711                         *CURRENT SURVEY CONTROL
 CR0711  ___________________________________________________________________
 CR0711* NAD 83(1986)-  32 21 19.     (N)    095 40 29.     (W)     SCALED    
 CR0711* NAVD 88     -       149.315  (meters)     489.88   (feet)  ADJUSTED  
 CR0711  ___________________________________________________________________
 CR0711  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CR0711  DYNAMIC HT  -         149.141 (meters)     489.31  (feet)  COMP
 CR0711  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 CR0711
 CR0711  VERT ORDER  -  SECOND    CLASS 0
 CR0711
 CR0711.The horizontal coordinates were scaled from a topographic map and have
 CR0711.an estimated accuracy of +/- 6 seconds.
 CR0711
 CR0711.The orthometric height was determined by differential leveling
 CR0711.and adjusted by the National Geodetic Survey in June 1991..
 CR0711
 CR0711.The geoid height was determined by GEOID03.
 CR0711
 CR0711.The dynamic height is computed by dividing the NAVD 88
 CR0711.geopotential number by the normal gravity value computed on the
 CR0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0711.degrees latitude (g = 980.6199 gals.).
 CR0711
 CR0711.The modeled gravity was interpolated from observed gravity values.
 CR0711
 CR0711;                    North         East    Units  Estimated Accuracy
 CR0711;SPC TXNC     - 2,079,940.      865,890.      MT  (+/- 180 meters Scaled)
 CR0711
 CR0711                          SUPERSEDED SURVEY CONTROL
 CR0711
 CR0711  NGVD 29 (??/??/92)  149.335  (m)          489.94   (f) ADJ UNCH    2 0
 CR0711
 CR0711.Superseded values are not recommended for survey control.
 CR0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0711.See file dsdata.txt to determine how the superseded data were derived.
 CR0711
 CR0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR482829(NAD 83)
 CR0711_MARKER: DB = BENCH MARK DISK
 CR0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0711_STAMPING: K 992 1948
 CR0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0711+STABILITY: SURFACE MOTION
 CR0711
 CR0711  HISTORY     - Date     Condition        Report By
 CR0711  HISTORY     - 1948     MONUMENTED       CGS
 CR0711  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 CR0711
 CR0711                          STATION DESCRIPTION
 CR0711
 CR0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0711'4.4 MI N FROM OPELIKA.
 CR0711'4.4 MILES NORTH ALONG THE OPELIKA-PINE BLUFF SCHOOL ROAD FROM THE
 CR0711'BAPTIST CHURCH AT OPELIKA, 313.5 FEET NORTH OF THE NORTHEAST CORNER OF
 CR0711'A 22-FOOT WOODEN BRIDGE, 45 YARDS (PACED) SOUTH OF THE CENTER OF A
 CR0711'CURVE IN THE ROAD, 31.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 17.0
 CR0711'FEET NORTH OF AN 18-INCH SWEETGUM TREE, 1.6 FEET NORTH OF A REFERENCE
 CR0711'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 CR0711'GROUND.
 CR0711
 CR0711                          STATION RECOVERY (1995)
 CR0711
 CR0711'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0667 ***********************************************************************
 CR0667  DESIGNATION -  K 993 RESET 1968
 CR0667  PID         -  CR0667
 CR0667  STATE/COUNTY-  TX/HENDERSON
 CR0667  USGS QUAD   -  MARTINS MILL (1984)
 CR0667
 CR0667                         *CURRENT SURVEY CONTROL
 CR0667  ___________________________________________________________________
 CR0667* NAD 83(1986)-  32 23 00.     (N)    095 50 56.     (W)     SCALED    
 CR0667* NAVD 88     -       137.47   (+/-2cm)     451.0    (feet)  VERTCON   
 CR0667  ___________________________________________________________________
 CR0667  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0667
 CR0667  VERT ORDER  -  THIRD (See Below)
 CR0667
 CR0667.The horizontal coordinates were scaled from a topographic map and have
 CR0667.an estimated accuracy of +/- 6 seconds.
 CR0667
 CR0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 CR0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CR0667.The vertical order pertains to the NGVD 29 superseded value.
 CR0667
 CR0667.The geoid height was determined by GEOID03.
 CR0667
 CR0667;                    North         East    Units  Estimated Accuracy
 CR0667;SPC TXNC     - 2,082,620.      849,420.      MT  (+/- 180 meters Scaled)
 CR0667
 CR0667                          SUPERSEDED SURVEY CONTROL
 CR0667
 CR0667  NGVD 29 (01/29/03)  137.48   (m)          451.0    (f) RESET       3  
 CR0667
 CR0667.Superseded values are not recommended for survey control.
 CR0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0667.See file dsdata.txt to determine how the superseded data were derived.
 CR0667
 CR0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR319864(NAD 83)
 CR0667_MARKER: DB = BENCH MARK DISK
 CR0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0667_SP_SET: BRIDGE
 CR0667_STAMPING: K 993 RESET 1968
 CR0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0667
 CR0667  HISTORY     - Date     Condition        Report By
 CR0667  HISTORY     - 1968     MONUMENTED       TXHD
 CR0667  HISTORY     - 1969     GOOD             NGS
 CR0667
 CR0667                          STATION DESCRIPTION
 CR0667
 CR0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CR0667'12.5 MI N FROM ATHENS.
 CR0667'12.5 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURT HOUSE AT
 CR0667'ATHENS, SET IN THE TOP OF NORTH END OF EAST CURB OF A CONCRETE HIGHWAY
 CR0667'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0688 ***********************************************************************
 CR0688  DESIGNATION -  K 994
 CR0688  PID         -  CR0688
 CR0688  STATE/COUNTY-  TX/HENDERSON
 CR0688  USGS QUAD   -  ATHENS (1984)
 CR0688
 CR0688                         *CURRENT SURVEY CONTROL
 CR0688  ___________________________________________________________________
 CR0688* NAD 83(1986)-  32 13 27.     (N)    095 51 14.     (W)     SCALED    
 CR0688* NAVD 88     -       145.115  (meters)     476.10   (feet)  ADJUSTED  
 CR0688  ___________________________________________________________________
 CR0688  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0688  DYNAMIC HT  -         144.945 (meters)     475.54  (feet)  COMP
 CR0688  MODELED GRAV-     979,469.2   (mgal)                       NAVD 88
 CR0688
 CR0688  VERT ORDER  -  SECOND    CLASS 0
 CR0688
 CR0688.The horizontal coordinates were scaled from a topographic map and have
 CR0688.an estimated accuracy of +/- 6 seconds.
 CR0688
 CR0688.The orthometric height was determined by differential leveling
 CR0688.and adjusted by the National Geodetic Survey in June 1991..
 CR0688
 CR0688.The geoid height was determined by GEOID03.
 CR0688
 CR0688.The dynamic height is computed by dividing the NAVD 88
 CR0688.geopotential number by the normal gravity value computed on the
 CR0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0688.degrees latitude (g = 980.6199 gals.).
 CR0688
 CR0688.The modeled gravity was interpolated from observed gravity values.
 CR0688
 CR0688;                    North         East    Units  Estimated Accuracy
 CR0688;SPC TXNC     - 2,064,960.      849,400.      MT  (+/- 180 meters Scaled)
 CR0688
 CR0688                          SUPERSEDED SURVEY CONTROL
 CR0688
 CR0688  NGVD 29 (??/??/92)  145.123  (m)          476.12   (f) ADJ UNCH    2 0
 CR0688
 CR0688.Superseded values are not recommended for survey control.
 CR0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0688.See file dsdata.txt to determine how the superseded data were derived.
 CR0688
 CR0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR310688(NAD 83)
 CR0688_MARKER: DB = BENCH MARK DISK
 CR0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0688_STAMPING: K 994 1948
 CR0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0688+STABILITY: SURFACE MOTION
 CR0688
 CR0688  HISTORY     - Date     Condition        Report By
 CR0688  HISTORY     - 1948     MONUMENTED       CGS
 CR0688  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0688  HISTORY     - 19980613 MARK NOT FOUND   USPSQD
 CR0688
 CR0688                          STATION DESCRIPTION
 CR0688
 CR0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0688'1.3 MI N FROM ATHENS.
 CR0688'1.3 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE COURTHOUSE AT ATHENS,
 CR0688'0.2 MILE NORTH OF A SMALL STREAM AND ON TOP OF THE FIRST RISE NORTH OF
 CR0688'THE STREAM, 200 YARDS (PACED) SOUTH OF A POINT WHERE A TRANSMISSION
 CR0688'LINE CROSSES OVER THE HIGHWAY, 147.0 FEET WEST OF AND ACROSS THE
 CR0688'HIGHWAY FROM THE NORTHWEST CORNER OF THE RESIDENCE OF O.H. WORSHAM,
 CR0688'58.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 51.4 FEET NORTH OF A
 CR0688'CONCRETE RIGHT-OF-WAY POST, 2.0 FEET NORTH OF A REFERENCE POST, 0.7
 CR0688'FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 CR0688'FOOT ABOVE THE GROUND.
 CR0688
 CR0688                          STATION RECOVERY (1977)
 CR0688
 CR0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0688'MARK NOT FOUND.
 CR0688
 CR0688                          STATION RECOVERY (1998)
 CR0688
 CR0688'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1110 ***********************************************************************
 BY1110  DESIGNATION -  K 995
 BY1110  PID         -  BY1110
 BY1110  STATE/COUNTY-  TX/NACOGDOCHES
 BY1110  USGS QUAD   -  NACOGDOCHES NORTH (1983)
 BY1110
 BY1110                         *CURRENT SURVEY CONTROL
 BY1110  ___________________________________________________________________
 BY1110* NAD 83(1986)-  31 41 49.     (N)    094 38 52.     (W)     SCALED    
 BY1110* NAVD 88     -       134.356  (meters)     440.80   (feet)  ADJUSTED  
 BY1110  ___________________________________________________________________
 BY1110  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BY1110  DYNAMIC HT  -         134.191 (meters)     440.26  (feet)  COMP
 BY1110  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 BY1110
 BY1110  VERT ORDER  -  FIRST     CLASS II
 BY1110
 BY1110.The horizontal coordinates were scaled from a topographic map and have
 BY1110.an estimated accuracy of +/- 6 seconds.
 BY1110
 BY1110.The orthometric height was determined by differential leveling
 BY1110.and adjusted by the National Geodetic Survey in June 1991..
 BY1110
 BY1110.The geoid height was determined by GEOID03.
 BY1110
 BY1110.The dynamic height is computed by dividing the NAVD 88
 BY1110.geopotential number by the normal gravity value computed on the
 BY1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1110.degrees latitude (g = 980.6199 gals.).
 BY1110
 BY1110.The modeled gravity was interpolated from observed gravity values.
 BY1110
 BY1110;                    North         East    Units  Estimated Accuracy
 BY1110;SPC TX C     - 3,238,840.    1,238,750.      MT  (+/- 180 meters Scaled)
 BY1110
 BY1110                          SUPERSEDED SURVEY CONTROL
 BY1110
 BY1110  NGVD 29 (??/??/92)  134.380  (m)          440.88   (f) ADJ UNCH    1 2
 BY1110
 BY1110.Superseded values are not recommended for survey control.
 BY1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1110.See file dsdata.txt to determine how the superseded data were derived.
 BY1110
 BY1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR438080(NAD 83)
 BY1110_MARKER: DB = BENCH MARK DISK
 BY1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1110_STAMPING: K 995 1949
 BY1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1110+STABILITY: SURFACE MOTION
 BY1110
 BY1110  HISTORY     - Date     Condition        Report By
 BY1110  HISTORY     - 1949     MONUMENTED       CGS
 BY1110  HISTORY     - 1979     GOOD             NGS
 BY1110
 BY1110                          STATION DESCRIPTION
 BY1110
 BY1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY1110'3.35 MI SW FROM APPLEBY.
 BY1110'0.3 MILE NORTH ALONG A DIRT ROAD FROM THE CROSSING OF THE RAILROAD AND
 BY1110'THE MAIN ROAD AT APPLEBY, THENCE 2.15 MILES SOUTHWEST ALONG THE OLD
 BY1110'HIGHWAY (FORMER ROUTE OF U.S. HIGHWAY 59), THENCE 0.9 MILE SOUTHWEST
 BY1110'ALONG U.S. HIGHWAY 59, 1.1 MILES NORTHEAST OF BENCH MARK G 487, AT A
 BY1110'WHITE FRAME FARMHOUSE (NOW VACANT) OWNED BY F.W. LEE, 149.0 FEET
 BY1110'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 120.0 FEET NORTHEAST OF
 BY1110'THE CENTER LINE OF A PRIVATE DRIVEWAY, 89.0 FEET EAST OF THE EAST
 BY1110'CORNER OF THE FARMHOUSE, 68.0 FEET EAST OF A 40-INCH OAK TREE, 39.0
 BY1110'FEET NORTHWEST OF THE CENTER LINE OF AN OLD ABANDONED HARD SURFACE
 BY1110'ROAD, 2.0 FEET NORTHWEST OF A REFERENCE POST, 1.2 FEET SOUTHWEST OF A
 BY1110'GARDEN FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY1110'FOOT ABOVE THE GROUND.
 BY1110
 BY1110                          STATION RECOVERY (1979)
 BY1110
 BY1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0977 ***********************************************************************
 CR0977  DESIGNATION -  K 996
 CR0977  PID         -  CR0977
 CR0977  STATE/COUNTY-  TX/VAN ZANDT
 CR0977  USGS QUAD   -  MYRTLE SPRINGS (1981)
 CR0977
 CR0977                         *CURRENT SURVEY CONTROL
 CR0977  ___________________________________________________________________
 CR0977* NAD 83(1986)-  32 32 41.     (N)    095 54 17.     (W)     SCALED    
 CR0977* NAVD 88     -       167.448  (meters)     549.37   (feet)  ADJUSTED  
 CR0977  ___________________________________________________________________
 CR0977  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CR0977  DYNAMIC HT  -         167.257 (meters)     548.74  (feet)  COMP
 CR0977  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 CR0977
 CR0977  VERT ORDER  -  SECOND    CLASS 0
 CR0977
 CR0977.The horizontal coordinates were scaled from a topographic map and have
 CR0977.an estimated accuracy of +/- 6 seconds.
 CR0977
 CR0977.The orthometric height was determined by differential leveling
 CR0977.and adjusted by the National Geodetic Survey in June 1991..
 CR0977
 CR0977.The geoid height was determined by GEOID03.
 CR0977
 CR0977.The dynamic height is computed by dividing the NAVD 88
 CR0977.geopotential number by the normal gravity value computed on the
 CR0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0977.degrees latitude (g = 980.6199 gals.).
 CR0977
 CR0977.The modeled gravity was interpolated from observed gravity values.
 CR0977
 CR0977;                    North         East    Units  Estimated Accuracy
 CR0977;SPC TXNC     - 2,100,380.      843,730.      MT  (+/- 180 meters Scaled)
 CR0977
 CR0977                          SUPERSEDED SURVEY CONTROL
 CR0977
 CR0977  NGVD 29 (??/??/92)  167.459  (m)          549.41   (f) ADJ UNCH    2 0
 CR0977
 CR0977.Superseded values are not recommended for survey control.
 CR0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0977.See file dsdata.txt to determine how the superseded data were derived.
 CR0977
 CR0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS272045(NAD 83)
 CR0977_MARKER: DB = BENCH MARK DISK
 CR0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0977_STAMPING: K 996 1948
 CR0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0977+STABILITY: SURFACE MOTION
 CR0977
 CR0977  HISTORY     - Date     Condition        Report By
 CR0977  HISTORY     - 1948     MONUMENTED       CGS
 CR0977  HISTORY     - 19950914 GOOD             USPSQD
 CR0977
 CR0977                          STATION DESCRIPTION
 CR0977
 CR0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0977'2.0 MI W FROM CANTON.
 CR0977'2.0 MILES WEST ALONG STATE HIGHWAY 243 FROM THE JUNCTION OF STATE
 CR0977'HIGHWAYS 198 AND 243 AT THE SOUTH EDGE OF CANTON, 0.2 MILE WEST OF AN
 CR0977'INTERSECTION WITH A NORTHWEST-SOUTHEAST ROAD, 60.0 FEET SOUTH OF THE
 CR0977'CENTER LINE OF THE HIGHWAY, 42.0 FEET EAST OF A FENCE CORNER, 20.5
 CR0977'FEET EAST OF A 20-INCH OAK TREE, 379.4 FEET EAST OF THE EAST END OF
 CR0977'THE SOUTH HEADWALL OF A SMALL CONCRETE CULVERT, 1.7 FEET NORTH OF A
 CR0977'FENCE, 2.1 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 CR0977'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CR0977
 CR0977                          STATION RECOVERY (1995)
 CR0977
 CR0977'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0647 ***********************************************************************
 CR0647  DESIGNATION -  K 998
 CR0647  PID         -  CR0647
 CR0647  STATE/COUNTY-  TX/VAN ZANDT
 CR0647  USGS QUAD   -  PHALBA (1984)
 CR0647
 CR0647                         *CURRENT SURVEY CONTROL
 CR0647  ___________________________________________________________________
 CR0647* NAD 83(1986)-  32 28 38.     (N)    095 57 33.     (W)     SCALED    
 CR0647* NAVD 88     -       151.035  (meters)     495.52   (feet)  ADJUSTED  
 CR0647  ___________________________________________________________________
 CR0647  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CR0647  DYNAMIC HT  -         150.862 (meters)     494.95  (feet)  COMP
 CR0647  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 CR0647
 CR0647  VERT ORDER  -  SECOND    CLASS 0
 CR0647
 CR0647.The horizontal coordinates were scaled from a topographic map and have
 CR0647.an estimated accuracy of +/- 6 seconds.
 CR0647
 CR0647.The orthometric height was determined by differential leveling
 CR0647.and adjusted by the National Geodetic Survey in June 1991..
 CR0647
 CR0647.The geoid height was determined by GEOID03.
 CR0647
 CR0647.The dynamic height is computed by dividing the NAVD 88
 CR0647.geopotential number by the normal gravity value computed on the
 CR0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0647.degrees latitude (g = 980.6199 gals.).
 CR0647
 CR0647.The modeled gravity was interpolated from observed gravity values.
 CR0647
 CR0647;                    North         East    Units  Estimated Accuracy
 CR0647;SPC TXNC     - 2,092,770.      838,800.      MT  (+/- 180 meters Scaled)
 CR0647
 CR0647                          SUPERSEDED SURVEY CONTROL
 CR0647
 CR0647  NGVD 29 (??/??/92)  151.044  (m)          495.55   (f) ADJ UNCH    2 0
 CR0647
 CR0647.Superseded values are not recommended for survey control.
 CR0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0647.See file dsdata.txt to determine how the superseded data were derived.
 CR0647
 CR0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR218971(NAD 83)
 CR0647_MARKER: DB = BENCH MARK DISK
 CR0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0647_STAMPING: K 998 1948
 CR0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0647+STABILITY: SURFACE MOTION
 CR0647
 CR0647  HISTORY     - Date     Condition        Report By
 CR0647  HISTORY     - 1948     MONUMENTED       CGS
 CR0647  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 CR0647
 CR0647                          STATION DESCRIPTION
 CR0647
 CR0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0647'1.2 MI W FROM JACKSON.
 CR0647'1.2 MILES WEST ALONG THE JACKSON-WHITON SCHOOL ROAD FROM THE
 CR0647'ELEMENTARY SCHOOL AT JACKSON, 2.0 MILES EAST AND 0.25 MILE SOUTH OF
 CR0647'WHITON SCHOOL, AT A ROAD JUNCTION, 102.0 FEET NORTH OF THE CENTER LINE
 CR0647'OF AN EAST-WEST ROAD, 85.1 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 CR0647'VACANT FARMHOUSE, 50.0 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 CR0647'NORTH, 1.8 FEET WEST OF A REFERENCE POST, 1.0 FOOT NORTH OF A FENCE,
 CR0647'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CR0647'GROUND.
 CR0647
 CR0647                          STATION RECOVERY (1995)
 CR0647
 CR0647'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1511 ***********************************************************************
 BY1511  DESIGNATION -  K 999
 BY1511  PID         -  BY1511
 BY1511  STATE/COUNTY-  TX/HOUSTON
 BY1511  USGS QUAD   -  KENNARD (1951)
 BY1511
 BY1511                         *CURRENT SURVEY CONTROL
 BY1511  ___________________________________________________________________
 BY1511* NAD 83(1986)-  31 18 23.     (N)    095 14 44.     (W)     SCALED    
 BY1511* NAVD 88     -       119.86   (+/-2cm)     393.2    (feet)  VERTCON   
 BY1511  ___________________________________________________________________
 BY1511  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY1511
 BY1511  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1511
 BY1511.The horizontal coordinates were scaled from a topographic map and have
 BY1511.an estimated accuracy of +/- 6 seconds.
 BY1511
 BY1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1511.The vertical order pertains to the NGVD 29 superseded value.
 BY1511
 BY1511.The geoid height was determined by GEOID03.
 BY1511
 BY1511;                    North         East    Units  Estimated Accuracy
 BY1511;SPC TX C     - 3,192,850.    1,184,130.      MT  (+/- 180 meters Scaled)
 BY1511
 BY1511                          SUPERSEDED SURVEY CONTROL
 BY1511
 BY1511  NGVD 29 (??/??/92)  119.867  (m)          393.26   (f) ADJ UNCH    2 0
 BY1511
 BY1511.Superseded values are not recommended for survey control.
 BY1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1511.See file dsdata.txt to determine how the superseded data were derived.
 BY1511
 BY1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ862657(NAD 83)
 BY1511_MARKER: DB = BENCH MARK DISK
 BY1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1511_STAMPING: K 999 1948
 BY1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1511+STABILITY: SURFACE MOTION
 BY1511
 BY1511  HISTORY     - Date     Condition        Report By
 BY1511  HISTORY     - 1948     MONUMENTED       CGS
 BY1511
 BY1511                          STATION DESCRIPTION
 BY1511
 BY1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1511'7.20 MI S FROM KENNARD.
 BY1511'4.25 MILES WEST ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF NATIONAL
 BY1511'FOREST HIGHWAY 25 AT KENNARD, THENCE 2.95 MILES SOUTH ALONG NATIONAL
 BY1511'FOREST HIGHWAY 14, 54.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BY1511'35.5 FEET SOUTH OF THE CENTER LINE OF A TRAIL LEADING EAST, 11.6 FEET
 BY1511'NORTHWEST OF A 14-INCH PINE TREE, 1.7 FEET EAST OF A REFERENCE POST,
 BY1511'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BY1511'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0918 ***********************************************************************
 CD0918  DESIGNATION -  K C
 CD0918  PID         -  CD0918
 CD0918  STATE/COUNTY-  TX/CULBERSON
 CD0918  USGS QUAD   -  K C RANCH (1973)
 CD0918
 CD0918                         *CURRENT SURVEY CONTROL
 CD0918  ___________________________________________________________________
 CD0918* NAD 83(1993)-  31 33 27.54310(N)    104 28 32.43629(W)     ADJUSTED  
 CD0918* NAVD 88     -      1334.     (meters)    4377.     (feet)  SCALED    
 CD0918  ___________________________________________________________________
 CD0918  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 CD0918  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CD0918
 CD0918  HORZ ORDER  -  THIRD
 CD0918
 CD0918.The horizontal coordinates were established by classical geodetic methods
 CD0918.and adjusted by the National Geodetic Survey in February 1996..
 CD0918
 CD0918.The orthometric height was scaled from a topographic map.
 CD0918
 CD0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0918
 CD0918.The geoid height was determined by GEOID03.
 CD0918
 CD0918;                    North         East     Units Scale Factor Converg.
 CD0918;SPC TX C     - 3,216,950.591   306,828.335   MT  0.99992873   -2 08 00.8
 CD0918;SPC TX C     -10,554,278.73  1,006,652.63   sFT  0.99992873   -2 08 00.8
 CD0918;UTM  13      - 3,491,525.500   549,761.741   MT  0.99963054   +0 16 27.9
 CD0918
 CD0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0918!SPC TX C     -   0.99979434  x   0.99992873  =   0.99972309
 CD0918!UTM  13      -   0.99979434  x   0.99963054  =   0.99942496
 CD0918
 CD0918:                Primary Azimuth Mark                     Grid Az
 CD0918:SPC TX C     -  EMORY                                    279 54 54.1
 CD0918:UTM  13      -  EMORY                                    277 30 25.4
 CD0918
 CD0918|---------------------------------------------------------------------|
 CD0918| PID    Reference Object                     Distance      Geod. Az  |
 CD0918|                                                           dddmmss.s |
 CD0918| CD0977 EMORY                               APPROX. 6.1 KM 2774653.3 |
 CD0918|---------------------------------------------------------------------|
 CD0918
 CD0918                          SUPERSEDED SURVEY CONTROL
 CD0918
 CD0918  NAD 83(1986)-  31 33 27.54367(N)    104 28 32.43425(W) AD(       ) 3
 CD0918  NAD 27      -  31 33 27.09038(N)    104 28 30.67611(W) AD(       ) 3
 CD0918
 CD0918.Superseded values are not recommended for survey control.
 CD0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0918.See file dsdata.txt to determine how the superseded data were derived.
 CD0918
 CD0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ4976291526(NAD 83)
 CD0918_MARKER: DD = SURVEY DISK
 CD0918_SETTING: 0 = UNSPECIFIED SETTING
 CD0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0918
 CD0918  HISTORY     - Date     Condition        Report By
 CD0918  HISTORY     - 1946     MONUMENTED       USGS
 CD0918
 CD0918                          STATION DESCRIPTION
 CD0918
 CD0918'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 CD0918'STATION IS APPROXIMATELY 30 MI. /AIRLINE/ S. OF STATE LINE BAR, 1.5
 CD0918'MI. S. OF K. C. RANCH HEADQUARTERS, 5 MI. N. AND E. OF MONTGOMERY
 CD0918'RANCH.  ON A LOW FLAT RIDGE, APPROXIMATELY 1,200 FT. W. OF PASTURE
 CD0918'RD. THAT LEADS FROM K. C. RANCH HOUSE S. TO S. TANK.
 CD0918'
 CD0918'TO REACH FROM U.S. HIGHWAY 62, TAKE VAN HORN STATE LINE COUNTY RD. S.
 CD0918'FROM STATE LINE BAR, FOLLOW COUNTY RD. 5 MI. S. TO RD. FORK.  TAKE
 CD0918'RIGHT RD. STRAIGHT AHEAD TO 9 K RANCH, CONTINUE ON S. CROSSING
 CD0918'DELAWARE RIVER AND PASOTEX PIPE LINE ROAD.  CONTINUE S. FROM RD.
 CD0918'CROSSING APPROXIMATELY 8 MI. TO RD. FORK, FROM HERE TAKE LEFT RD.
 CD0918'APPROXIMATELY 11 MI. S. TO K. C. RANCH HEADQUARTERS.  FOLLOW PASTURE
 CD0918'RD. S. FROM RANCH HOUSE, 1.5 MI. TO WHERE PASTURE RD. GOES THROUGH
 CD0918'SADDLE.  STATION IS DUE W. 1,200 FT.
 CD0918'
 CD0918'STATION MARK--STANDARD TABLET SET IN CONCRETE, STAMPED ---KC 1946---.
 CD0918'
 CD0918'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2161 ***********************************************************************
 CS2161  DESIGNATION -  K I PTS 10
 CS2161  PID         -  CS2161
 CS2161  STATE/COUNTY-  TX/HOOD
 CS2161  USGS QUAD   -  ACTON (1979)
 CS2161
 CS2161                         *CURRENT SURVEY CONTROL
 CS2161  ___________________________________________________________________
 CS2161* NAD 83(1986)-  32 27 44.     (N)    097 43 59.     (W)     SCALED    
 CS2161* NAVD 88     -       230.965  (meters)     757.76   (feet)  ADJUSTED  
 CS2161  ___________________________________________________________________
 CS2161  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CS2161  DYNAMIC HT  -         230.686 (meters)     756.84  (feet)  COMP
 CS2161  MODELED GRAV-     979,425.1   (mgal)                       NAVD 88
 CS2161
 CS2161  VERT ORDER  -  SECOND    CLASS 0
 CS2161
 CS2161.The horizontal coordinates were scaled from a topographic map and have
 CS2161.an estimated accuracy of +/- 6 seconds.
 CS2161
 CS2161.The orthometric height was determined by differential leveling
 CS2161.and adjusted by the National Geodetic Survey in June 1991..
 CS2161
 CS2161.The geoid height was determined by GEOID03.
 CS2161
 CS2161.The dynamic height is computed by dividing the NAVD 88
 CS2161.geopotential number by the normal gravity value computed on the
 CS2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2161.degrees latitude (g = 980.6199 gals.).
 CS2161
 CS2161.The modeled gravity was interpolated from observed gravity values.
 CS2161
 CS2161;                    North         East    Units  Estimated Accuracy
 CS2161;SPC TXNC     - 2,088,480.      672,100.      MT  (+/- 180 meters Scaled)
 CS2161
 CS2161                          SUPERSEDED SURVEY CONTROL
 CS2161
 CS2161  NGVD 29 (??/??/92)  230.939  (m)          757.67   (f) ADJ UNCH    2 0
 CS2161
 CS2161.Superseded values are not recommended for survey control.
 CS2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2161.See file dsdata.txt to determine how the superseded data were derived.
 CS2161
 CS2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA190923(NAD 83)
 CS2161_MARKER: DD = SURVEY DISK
 CS2161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS2161_SP_SET: TILE
 CS2161_STAMPING: 757.68 PRIM TRAV STA NO 10 Y K 1 1923
 CS2161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS2161
 CS2161  HISTORY     - Date     Condition        Report By
 CS2161  HISTORY     - 1923     MONUMENTED       USGS
 CS2161  HISTORY     - 1952     GOOD             NGS
 CS2161
 CS2161                          STATION DESCRIPTION
 CS2161
 CS2161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS2161'3.8 MI E FROM GRANBURY.
 CS2161'ABOUT 3.8 MILES NORTHEAST OF GRANBURY, HOOD COUNTY, ALONG THE SANTA FE
 CS2161'RAILWAY, ABOUT 41 FEET EAST OF MILEPOST 771, ABOUT 250 FEET NORTH OF
 CS2161'THE CENTERLINE OF THE OLD HIGHWAY, NOW AN UNMAINTAINED COUNTRY ROAD,
 CS2161'45 FEET SOUTH OF THE CENTERLINE OF THE TRACKS, AND 29 FEET EAST OF A
 CS2161'ROAD WHICH CROSSES THE TRACKS, A STANDARD DISK STAMPED AS ABOVE AND
 CS2161'SET IN THE TOP OF A CONCRETE FILLED 4-INCH CLAY TILE.  TO REACH FROM
 CS2161'GRANBURY, GO EAST FROM THE COURT HOUSE ON HIGHWAY NO. 377, 02.4 MILES.
 CS2161'THEN TAKE THE LEFT FORK, THE OLD HIGHWAY AND GO, 01.5 MILES TO THE
 CS2161'ROAD TO THE LEFT AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3798 ***********************************************************************
 AW3798  DESIGNATION -  K+93+25+00
 AW3798  PID         -  AW3798
 AW3798  STATE/COUNTY-  TX/HARRIS
 AW3798  USGS QUAD   -  LA PORTE (1982)
 AW3798
 AW3798                         *CURRENT SURVEY CONTROL
 AW3798  ___________________________________________________________________
 AW3798* NAD 83(1986)-  29 44 04.     (N)    095 06 38.     (W)     SCALED    
 AW3798* NAVD 88     -         6.65   (+/-2cm)      21.8    (feet)  VERTCON   
 AW3798  ___________________________________________________________________
 AW3798  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW3798
 AW3798  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3798
 AW3798.The horizontal coordinates were scaled from a topographic map and have
 AW3798.an estimated accuracy of +/- 6 seconds.
 AW3798
 AW3798.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3798.The vertical order pertains to the NGVD 29 superseded value.
 AW3798
 AW3798.The geoid height was determined by GEOID03.
 AW3798
 AW3798;                    North         East    Units  Estimated Accuracy
 AW3798;SPC TXSC     - 4,216,950.      976,160.      MT  (+/- 180 meters Scaled)
 AW3798
 AW3798                          SUPERSEDED SURVEY CONTROL
 AW3798
 AW3798  NGVD 29 (??/??/92)    6.648  (m)           21.81   (f) ADJ UNCH    1 2
 AW3798
 AW3798.Superseded values are not recommended for survey control.
 AW3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3798.See file dsdata.txt to determine how the superseded data were derived.
 AW3798
 AW3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN958912(NAD 83)
 AW3798_MARKER: Z = SEE DESCRIPTION
 AW3798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3798_SP_SET: CASING
 AW3798_STAMPING: K+93 25+00 EL
 AW3798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3798
 AW3798  HISTORY     - Date     Condition        Report By
 AW3798  HISTORY     - UNK      MONUMENTED       LOCENG
 AW3798  HISTORY     - 1964     GOOD             NGS
 AW3798  HISTORY     - 19910711 GOOD             USPSQD
 AW3798
 AW3798                          STATION DESCRIPTION
 AW3798
 AW3798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3798'9.75 MI NW FROM LA PORTE.
 AW3798'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW3798'SCHOOL AT LA PORTE, THENCE 5.5 MILES WEST ALONG STATE HIGHWAY 225,
 AW3798'THENCE 1.0 MILE NORTH ALONG A PAVED ROAD TO THE MAIN ENTRANCE TO THE
 AW3798'DIAMOND ALKALI COMPANY, THENCE 0.2 MILE NORTHEAST ALONG A SPUR
 AW3798'RAILROAD TRACK, THENCE 0.35 MILE NORTH ALONG K+93 STREET WHICH IS
 AW3798'PAVED, IN THE CENTER OF THE JUNCTION OF THE STREET AND A PAVED ROAD
 AW3798'LEADING EAST, 84 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AW3798'CONCRETE FOUNDATION OF A CORRUGATED METAL BUILDING, 15 FEET WEST OF
 AW3798'THE WEST RAIL OF A SPUR TRACK, THE CENTER OF A 6-INCH LEAD PLATE WHICH
 AW3798'IS SET IN THE TOP OF A CONCRETE POST AND IS ENCASED IN AN 18-INCH
 AW3798'METAL CASING WITH A METAL COVER, AND ABOUT 1 FOOT BELOW THE COVER.
 AW3798
 AW3798                          STATION RECOVERY (1991)
 AW3798
 AW3798'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3797 ***********************************************************************
 AW3797  DESIGNATION -  K+93+30+00
 AW3797  PID         -  AW3797
 AW3797  STATE/COUNTY-  TX/HARRIS
 AW3797  USGS QUAD   -  LA PORTE (1982)
 AW3797
 AW3797                         *CURRENT SURVEY CONTROL
 AW3797  ___________________________________________________________________
 AW3797* NAD 83(1986)-  29 43 59.     (N)    095 06 38.     (W)     SCALED    
 AW3797* NAVD 88     -         7.01   (+/-2cm)      23.0    (feet)  VERTCON   
 AW3797  ___________________________________________________________________
 AW3797  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3797
 AW3797  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3797
 AW3797.The horizontal coordinates were scaled from a topographic map and have
 AW3797.an estimated accuracy of +/- 6 seconds.
 AW3797
 AW3797.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3797.The vertical order pertains to the NGVD 29 superseded value.
 AW3797
 AW3797.The geoid height was determined by GEOID03.
 AW3797
 AW3797;                    North         East    Units  Estimated Accuracy
 AW3797;SPC TXSC     - 4,216,800.      976,170.      MT  (+/- 180 meters Scaled)
 AW3797
 AW3797                          SUPERSEDED SURVEY CONTROL
 AW3797
 AW3797  NGVD 29 (??/??/92)    7.008  (m)           22.99   (f) ADJ UNCH    1 2
 AW3797
 AW3797.Superseded values are not recommended for survey control.
 AW3797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3797.See file dsdata.txt to determine how the superseded data were derived.
 AW3797
 AW3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN958910(NAD 83)
 AW3797_MARKER: Z = SEE DESCRIPTION
 AW3797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3797_SP_SET: CASING
 AW3797_STAMPING: EL. 29.32
 AW3797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3797
 AW3797  HISTORY     - Date     Condition        Report By
 AW3797  HISTORY     - UNK      MONUMENTED       LOCENG
 AW3797  HISTORY     - 1964     GOOD             NGS
 AW3797  HISTORY     - 19910711 GOOD             USPSQD
 AW3797
 AW3797                          STATION DESCRIPTION
 AW3797
 AW3797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3797'9.7 MI NW FROM LA PORTE.
 AW3797'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW3797'SCHOOL AT LA PORTE, THENCE 5.5 MILES WEST ALONG STATE HIGHWAY 225,
 AW3797'THENCE 1.0 MILE NORTH ALONG A PAVED ROAD TO THE MAIN ENTRANCE TO THE
 AW3797'DIAMOND ALKALI COMPANY, THENCE 0.2 MILE NORTHEAST ALONG A SPUR
 AW3797'RAILROAD TRACK, THENCE 0.3 MILE NORTH ALONG K+93 STREET WHICH IS
 AW3797'PAVED, IN THE CENTER OF A PAVED STREET INTERSECTION, 26 FEET WEST OF
 AW3797'THE WEST RAIL OF A TRACK, THE CENTER OF A 3-INCH LEAD PLATE THAT IS
 AW3797'SET IN THE TOP OF A CONCRETE POST AND IS ENCASED IN A 8-INCH METAL
 AW3797'CASING AND COVERED WITH A METAL CAP,AND ABOUT 10 INCHES BELOW THE
 AW3797'LEVEL OF THE STREET.
 AW3797
 AW3797                          STATION RECOVERY (1991)
 AW3797
 AW3797'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3794 ***********************************************************************
 AW3794  DESIGNATION -  K+93+33+50
 AW3794  PID         -  AW3794
 AW3794  STATE/COUNTY-  TX/HARRIS
 AW3794  USGS QUAD   -  LA PORTE (1982)
 AW3794
 AW3794                         *CURRENT SURVEY CONTROL
 AW3794  ___________________________________________________________________
 AW3794* NAD 83(1986)-  29 43 55.     (N)    095 06 38.     (W)     SCALED    
 AW3794* NAVD 88     -         7.39   (+/-2cm)      24.2    (feet)  VERTCON   
 AW3794  ___________________________________________________________________
 AW3794  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3794
 AW3794  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3794
 AW3794.The horizontal coordinates were scaled from a topographic map and have
 AW3794.an estimated accuracy of +/- 6 seconds.
 AW3794
 AW3794.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3794.The vertical order pertains to the NGVD 29 superseded value.
 AW3794
 AW3794.The geoid height was determined by GEOID03.
 AW3794
 AW3794;                    North         East    Units  Estimated Accuracy
 AW3794;SPC TXSC     - 4,216,670.      976,170.      MT  (+/- 180 meters Scaled)
 AW3794
 AW3794                          SUPERSEDED SURVEY CONTROL
 AW3794
 AW3794  NGVD 29 (??/??/92)    7.388  (m)           24.24   (f) ADJ UNCH    1 2
 AW3794
 AW3794.Superseded values are not recommended for survey control.
 AW3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3794.See file dsdata.txt to determine how the superseded data were derived.
 AW3794
 AW3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN958909(NAD 83)
 AW3794_MARKER: Z = SEE DESCRIPTION
 AW3794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3794_STAMPING: 33+50 K+93 EL 30.45
 AW3794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3794+STABILITY: SURFACE MOTION
 AW3794
 AW3794  HISTORY     - Date     Condition        Report By
 AW3794  HISTORY     - UNK      MONUMENTED       LOCENG
 AW3794  HISTORY     - 1964     GOOD             NGS
 AW3794  HISTORY     - 19910711 GOOD             USPSQD
 AW3794
 AW3794                          STATION DESCRIPTION
 AW3794
 AW3794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3794'9.65 MI NW FROM LA PORTE.
 AW3794'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW3794'SCHOOL AT LA PORTE, THENCE 5.5 MILES WEST ALONG STATE HIGHWAY 225,
 AW3794'THENCE 1.0 MILE NORTH ALONG A PAVED ROAD TO THE MAIN ENTRANCE TO THE
 AW3794'DIAMOND ALKALI COMPANY, THENCE 0.2 MILE NORTHEAST ALONG A SPUR
 AW3794'RAILROAD TRACK, THENCE 0.25 MILE NORTH ALONG K+93 STREET WHICH IS
 AW3794'PAVED, IN THE CENTER OF THE STREET, 49 FEET SOUTHWEST OF THE MOST
 AW3794'WESTERLY OF 3 LARGE STORAGE TANKS, 3 1/2 FEET SOUTH OF THE CENTER LINE
 AW3794'OF A PAVED STREET LEADING WEST, THE CENTER OF A 6-INCH LEAD PLATE SET
 AW3794'IN THE TOP OF A CONCRETE POST WHICH IS ENCASED IN A ROUND 18-INCH
 AW3794'CASING AND IS COVERED WITH A METAL COVER, AND ABOUT 1 FOOT BELOW THE
 AW3794'LEVEL OF THE STREET.
 AW3794
 AW3794                          STATION RECOVERY (1991)
 AW3794
 AW3794'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3792 ***********************************************************************
 AW3792  DESIGNATION -  K+93+46+00
 AW3792  PID         -  AW3792
 AW3792  STATE/COUNTY-  TX/HARRIS
 AW3792  USGS QUAD   -  LA PORTE (1982)
 AW3792
 AW3792                         *CURRENT SURVEY CONTROL
 AW3792  ___________________________________________________________________
 AW3792* NAD 83(1986)-  29 43 40.     (N)    095 06 38.     (W)     SCALED    
 AW3792* NAVD 88     -         7.83   (+/-2cm)      25.7    (feet)  VERTCON   
 AW3792  ___________________________________________________________________
 AW3792  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3792
 AW3792  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3792
 AW3792.The horizontal coordinates were scaled from a topographic map and have
 AW3792.an estimated accuracy of +/- 6 seconds.
 AW3792
 AW3792.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3792.The vertical order pertains to the NGVD 29 superseded value.
 AW3792
 AW3792.The geoid height was determined by GEOID03.
 AW3792
 AW3792;                    North         East    Units  Estimated Accuracy
 AW3792;SPC TXSC     - 4,216,210.      976,190.      MT  (+/- 180 meters Scaled)
 AW3792
 AW3792                          SUPERSEDED SURVEY CONTROL
 AW3792
 AW3792  NGVD 29 (??/??/92)    7.822  (m)           25.66   (f) ADJ UNCH    1 2
 AW3792
 AW3792.Superseded values are not recommended for survey control.
 AW3792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3792.See file dsdata.txt to determine how the superseded data were derived.
 AW3792
 AW3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN958904(NAD 83)
 AW3792_MARKER: Z = SEE DESCRIPTION
 AW3792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3792_SP_SET: PIPE CASING
 AW3792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3792
 AW3792  HISTORY     - Date     Condition        Report By
 AW3792  HISTORY     - UNK      MONUMENTED       LOCENG
 AW3792  HISTORY     - 1964     GOOD             NGS
 AW3792  HISTORY     - 19910711 GOOD             USPSQD
 AW3792
 AW3792                          STATION DESCRIPTION
 AW3792
 AW3792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3792'9.45 MI NW FROM LA PORTE.
 AW3792'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW3792'SCHOOL AT LA PORTE, THENCE 5.5 MILES WEST ALONG STATE HIGHWAY 225,
 AW3792'THENCE 1.0 MILE NORTH ALONG A PAVED ROAD TO THE MAIN ENTRANCE OF THE
 AW3792'DIAMOND ALKALI COMPANY, THENCE 0.2 MILE NORTHEAST ALONG A SPUR
 AW3792'RAILROAD TRACK, THENCE 0.05 MILE NORTH ALONG PAVED STREET K+93, IN THE
 AW3792'CENTER OF THE STREET, 14 1/2 FEET SOUTHEAST ACROSS THE STREET FROM A
 AW3792'FIRE HYDRANT, 6 FEET NORTH OF THE EXTENDED CENTER LINE OF A PAVED
 AW3792'STREET LEADING EAST, THE TOP OF A 2-INCH PIPE WHICH IS ROUNDED ON THE
 AW3792'TOP AND IS ENCASED IN A 6-INCH STEEL PIPE CASING WITH A METAL PLATE
 AW3792'COVER, AND ABOUT 4 INCHES BELOW THE COVER.
 AW3792
 AW3792                          STATION RECOVERY (1991)
 AW3792
 AW3792'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3790 ***********************************************************************
 AW3790  DESIGNATION -  K+93+49+50
 AW3790  PID         -  AW3790
 AW3790  STATE/COUNTY-  TX/HARRIS
 AW3790  USGS QUAD   -  LA PORTE (1982)
 AW3790
 AW3790                         *CURRENT SURVEY CONTROL
 AW3790  ___________________________________________________________________
 AW3790* NAD 83(1986)-  29 43 37.     (N)    095 06 39.     (W)     SCALED    
 AW3790* NAVD 88     -         7.94   (+/-2cm)      26.0    (feet)  VERTCON   
 AW3790  ___________________________________________________________________
 AW3790  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW3790
 AW3790  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3790
 AW3790.The horizontal coordinates were scaled from a topographic map and have
 AW3790.an estimated accuracy of +/- 6 seconds.
 AW3790
 AW3790.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3790.The vertical order pertains to the NGVD 29 superseded value.
 AW3790
 AW3790.The geoid height was determined by GEOID03.
 AW3790
 AW3790;                    North         East    Units  Estimated Accuracy
 AW3790;SPC TXSC     - 4,216,120.      976,160.      MT  (+/- 180 meters Scaled)
 AW3790
 AW3790                          SUPERSEDED SURVEY CONTROL
 AW3790
 AW3790  NGVD 29 (??/??/92)    7.939  (m)           26.05   (f) ADJ UNCH    1 2
 AW3790
 AW3790.Superseded values are not recommended for survey control.
 AW3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3790.See file dsdata.txt to determine how the superseded data were derived.
 AW3790
 AW3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN958903(NAD 83)
 AW3790_MARKER: Z = SEE DESCRIPTION
 AW3790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3790_SP_SET: CASING
 AW3790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3790
 AW3790  HISTORY     - Date     Condition        Report By
 AW3790  HISTORY     - UNK      MONUMENTED       LOCENG
 AW3790  HISTORY     - 1964     GOOD             NGS
 AW3790  HISTORY     - 19910711 GOOD             USPSQD
 AW3790
 AW3790                          STATION DESCRIPTION
 AW3790
 AW3790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3790'9.4 MI NW FROM LA PORTE.
 AW3790'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE ELEMENTARY
 AW3790'SCHOOL AT LA PORTE, THENCE 5.5 MILES WEST ALONG STATE HIGHWAY 225,
 AW3790'THENCE 1.0 MILE NORTH ALONG A PAVED ROAD TO THE MAIN ENTRANCE TO THE
 AW3790'DIAMOND ALKALI COMPANY, THENCE 0.2 MILE NORTHEAST ALONG A SPUR
 AW3790'RAILROAD TRACK, IN THE CENTER OF K+93 STREET WHICH IS PAVED, 96 FEET
 AW3790'EAST OF THE EAST RAIL OF THE TRACK, 21 FEET SOUTHWEST OF A PIPE FENCE
 AW3790'CORNER IN A WIRE MESH FENCE AROUND A SMALL TRANSFORMER, 5 FEET NORTH
 AW3790'OF THE EXTENDED CENTER LINE OF A PAVED STREET LEADING EAST, THE TOP OF
 AW3790'A 2-INCH PIPE WHICH IS ROUNDED ON THE TOP AND IS ENCASED IN A 6-INCH
 AW3790'METAL CASING WITH A METAL PLATE COVER, AND ABOUT 4 INCHES BELOW THE
 AW3790'COVER.
 AW3790
 AW3790                          STATION RECOVERY (1991)
 AW3790
 AW3790'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 AW3790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1948 ***********************************************************************
 AY1948  DESIGNATION -  KAISER
 AY1948  PID         -  AY1948
 AY1948  STATE/COUNTY-  TX/KENDALL
 AY1948  USGS QUAD   -  KENDALIA (1982)
 AY1948
 AY1948                         *CURRENT SURVEY CONTROL
 AY1948  ___________________________________________________________________
 AY1948* NAD 83(1993)-  29 52 37.30717(N)    098 33 25.63412(W)     ADJUSTED  
 AY1948* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 AY1948  ___________________________________________________________________
 AY1948  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 AY1948  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 AY1948
 AY1948  HORZ ORDER  -  THIRD
 AY1948
 AY1948.The horizontal coordinates were established by classical geodetic methods
 AY1948.and adjusted by the National Geodetic Survey in February 1996..
 AY1948
 AY1948.The orthometric height was scaled from a topographic map.
 AY1948
 AY1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1948
 AY1948.The geoid height was determined by GEOID03.
 AY1948
 AY1948;                    North         East     Units Scale Factor Converg.
 AY1948;SPC TXSC     - 4,226,579.711   642,780.328   MT  0.99990787   +0 13 01.1
 AY1948;SPC TXSC     -13,866,703.60  2,108,855.13   sFT  0.99990787   +0 13 01.1
 AY1948;SPC TX C     - 3,024,691.018   871,596.224   MT  1.00007259   +0 54 53.5
 AY1948;SPC TX C     - 9,923,507.11  2,859,561.94   sFT  1.00007259   +0 54 53.5
 AY1948;UTM  14      - 3,305,241.721   542,767.475   MT  0.99962257   +0 13 14.2
 AY1948
 AY1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1948!SPC TXSC     -   0.99994300  x   0.99990787  =   0.99985088
 AY1948!SPC TX C     -   0.99994300  x   1.00007259  =   1.00001559
 AY1948!UTM  14      -   0.99994300  x   0.99962257  =   0.99956559
 AY1948
 AY1948|---------------------------------------------------------------------|
 AY1948| PID    Reference Object                     Distance      Geod. Az  |
 AY1948|                                                           dddmmss.s |
 AY1948| CV5317 KAISER RM 1                           8.625 METERS 00443     |
 AY1948| CV5316 KAISER AZ MK                                       0481110.9 |
 AY1948| CV5318 KAISER RM 2                           8.707 METERS 27055     |
 AY1948|---------------------------------------------------------------------|
 AY1948
 AY1948                          SUPERSEDED SURVEY CONTROL
 AY1948
 AY1948  NAD 83(1986)-  29 52 37.31498(N)    098 33 25.61791(W) AD(       ) 3
 AY1948  NAD 27      -  29 52 36.52280(N)    098 33 24.53620(W) AD(       ) 3
 AY1948
 AY1948.Superseded values are not recommended for survey control.
 AY1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1948.See file dsdata.txt to determine how the superseded data were derived.
 AY1948
 AY1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU4276705242(NAD 83)
 AY1948_MARKER: DS = TRIANGULATION STATION DISK
 AY1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY1948
 AY1948  HISTORY     - Date     Condition        Report By
 AY1948  HISTORY     - 1956     MONUMENTED       CGS
 AY1948  HISTORY     - 1969     GOOD             LOCENG
 AY1948  HISTORY     - 1970     GOOD             SHELL
 AY1948  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 AY1948
 AY1948                          STATION DESCRIPTION
 AY1948
 AY1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1948'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH-SOUTHWEST OF
 AY1948'KENDALIA, 3-3/4 MILES NORTH-NORTHEAST OF THE BERGHEIM POST
 AY1948'OFFICE, 1 MILE SOUTH OF THE GUADALUPE RIVER, 150 FEET EAST
 AY1948'OF A WIRE GATE, 35 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 AY1948'20 FEET SOUTH OF A WIRE FENCE AND A WHITE 4 IN X 4 IN WITNESS
 AY1948'POST, AND ON LAND OWNED BY E.L. BROWN OF SAN ANTONIO, TEXAS.
 AY1948'
 AY1948'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 475
 AY1948'AND A PAVED ROAD LEADING NORTH IN BERGHEIM, GO NORTH ON A
 AY1948'MACADAM ROAD FOR 3.6 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 AY1948'RIGHT, EAST, AND FOLLOW A GRAVEL ROAD FOR 0.1 MILE TO A WIRE
 AY1948'GATE ON THE RIGHT AND STATION AS DESCRIBED.
 AY1948'
 AY1948'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 AY1948'GRAVEL ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED
 AY1948'BELOW.
 AY1948'
 AY1948'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 AY1948'AND THE DISK IS STAMPED KAISER 1956.
 AY1948'
 AY1948'REFERENCE MARK 1 IS 15 FEET SOUTH OF THE CENTER OF THE GRAVEL
 AY1948'ROAD, AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS FLUSH
 AY1948'WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 AY1948'KAISER NO 1 1956.
 AY1948'
 AY1948'REFERENCE MARK 2 IS 15 FEET SOUTH OF THE CENTER OF THE GRAVEL
 AY1948'ROAD, AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE MARK IS
 AY1948'FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK IS STAMPED
 AY1948'KAISER NO 2 1956.
 AY1948'
 AY1948'THE AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF THE GRAVEL
 AY1948'ROAD, 18 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS POST,
 AY1948'AND 15 FEET SOUTH OF A WIRE FENCE.  THE MARK IS A STANDARD
 AY1948'DISK SET IN CEMENT IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 AY1948'THE ROCK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 AY1948'DISK IS STAMPED KAISER 1956.
 AY1948
 AY1948                          STATION RECOVERY (1969)
 AY1948
 AY1948'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (WM)
 AY1948'KAISER 1956 STATION, REF. MARKS, AND AZIMUTH MARKS RECOVERED IN GOOD
 AY1948'CONDITION.  PRESENT DESCRIPTION IS STILL ADEQUATE.  WITNESS POSTS
 AY1948'HAVE BEEN DESTROYED.
 AY1948
 AY1948                          STATION RECOVERY (1970)
 AY1948
 AY1948'RECOVERY NOTE BY SHELL OIL COMPANY 1970 (JSM)
 AY1948'KAISER, 1956 (STA)-GOOD (REF. POST OUT 3 LYING AT STATION)
 AY1948'
 AY1948'(R.M.) KAISER NO. 1 1956-GOOD
 AY1948'
 AY1948'(R.M.) KAISER NO. 2 1956-GOOD
 AY1948'
 AY1948'(AZ. MK.) KAISER 1956-GOOD (REF. POST OK)
 AY1948'
 AY1948'1956 DESCRIPTION AND DIRECTIONS ADEQUATE TO REACH AND RECOVER
 AY1948'STATION.
 AY1948
 AY1948                          STATION RECOVERY (1994)
 AY1948
 AY1948'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1637 ***********************************************************************
 AH1637  DESIGNATION -  KALETA AZ MK
 AH1637  PID         -  AH1637
 AH1637  STATE/COUNTY-  TX/SAN PATRICIO
 AH1637  USGS QUAD   -  ODEM (1975)
 AH1637
 AH1637                         *CURRENT SURVEY CONTROL
 AH1637  ___________________________________________________________________
 AH1637* NAD 83(1993)-  27 54 28.68043(N)    097 32 02.83845(W)     ADJUSTED  
 AH1637* NAVD 88     -        20.8    (meters)      68.     (feet)  VERTCON   
 AH1637  ___________________________________________________________________
 AH1637  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AH1637  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AH1637
 AH1637  HORZ ORDER  -  THIRD
 AH1637
 AH1637.The horizontal coordinates were established by GPS observations
 AH1637.and adjusted by the National Geodetic Survey in February 1996..
 AH1637.No horizontal observational check was made to the station.
 AH1637
 AH1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1637
 AH1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1637
 AH1637.The geoid height was determined by GEOID03.
 AH1637
 AH1637;                    North         East     Units Scale Factor Converg.
 AH1637;SPC TX S     - 5,248,691.843   395,087.129   MT  1.00001974   +0 26 18.7
 AH1637;SPC TX S     -17,220,083.15  1,296,215.02   sFT  1.00001974   +0 26 18.7
 AH1637;UTM  14      - 3,087,871.316   644,260.018   MT  0.99985687   +0 41 10.4
 AH1637
 AH1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1637!SPC TX S     -   1.00000093  x   1.00001974  =   1.00002067
 AH1637!UTM  14      -   1.00000093  x   0.99985687  =   0.99985780
 AH1637
 AH1637                          SUPERSEDED SURVEY CONTROL
 AH1637
 AH1637  NAD 83(1986)-  27 54 28.68721(N)    097 32 02.81209(W) AD(       ) 3
 AH1637  NGVD 29 (06/28/90)   21.0    (m)           69.     (f) GPS OBS        
 AH1637
 AH1637.Superseded values are not recommended for survey control.
 AH1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1637.See file dsdata.txt to determine how the superseded data were derived.
 AH1637
 AH1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4426087871(NAD 83)
 AH1637_MARKER: DD = SURVEY DISK
 AH1637_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1637_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AH1637_STAMPING: KALETA RESET
 AH1637_MARK LOGO: CGS   
 AH1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1637+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1637
 AH1637  HISTORY     - Date     Condition        Report By
 AH1637  HISTORY     - UNK      MONUMENTED
 AH1637  HISTORY     - 19890215 GOOD             NOS
 AH1637
 AH1637                          STATION DESCRIPTION
 AH1637
 AH1637'DESCRIBED BY NATIONAL OCEAN SERVICE 1989
 AH1637'THE STATION IS LOCATED ABOUT 4 MI SE OF ODEM AND NEAR THE SE CORNER OF
 AH1637'A CULTIVATED FIELD OWNED BY C.H. GRIFFITH, OF SKIDMORE, TX.
 AH1637'TO REACH FROM THE JUNCTION OF U.S. HWY 77 AND FARM ROAD 631 IN ODEM,
 AH1637'GO EASTERLY ON FARM ROAD 631 FOR 2.9 MI TO A CROSSROAD, TURN RIGHT,
 AH1637'SOUTH, GO 1.1 MI TO A SHARP TURN IN THE MAIN ROAD.  TURN LEFT, EAST,
 AH1637'GO 0.35 MI TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTH, GO 0.8 MI TO A
 AH1637'METAL GATE, PASS THROUGH THE GATE AND GO S FOR 0.35 MI TO A METAL GATE
 AH1637'AND THE AZIMUTH MARK ON THE RIGHT.
 AH1637'THE STATION IS A BRONZE DISK SET IN THE TOP OF CONCRETE POST.  THE
 AH1637'STATION PROJECTS 4 IN ABOVE THE GROUND SURFACE AND IS APPROXIMATELY
 AH1637'0.5 MI NNW OF THE STATION.  IT IS LOCATED 4.57 M (15.0 FT) S OF THE W
 AH1637'END OF A METAL GATE, 0.61 M (2.0 FT) S OF A WHITE WITNESS POST, AND
 AH1637'0.30 M (1.0 FT) E OF A FENCE LINE.
 AH1637'STATION WAS POSITIONED BY DOPPLER SATELLITE SURVEY METHODS AT THIS
 AH1637'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1557 ***********************************************************************
 AH1557  DESIGNATION -  KALETA RESET
 AH1557  PID         -  AH1557
 AH1557  STATE/COUNTY-  TX/SAN PATRICIO
 AH1557  USGS QUAD   -  ODEM (1975)
 AH1557
 AH1557                         *CURRENT SURVEY CONTROL
 AH1557  ___________________________________________________________________
 AH1557* NAD 83(1993)-  27 54 09.33986(N)    097 31 57.60239(W)     ADJUSTED  
 AH1557* NAVD 88     -        21.7    (meters)      71.     (feet)  VERTCON   
 AH1557  ___________________________________________________________________
 AH1557  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AH1557  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AH1557
 AH1557  HORZ ORDER  -  SECOND
 AH1557
 AH1557.The horizontal coordinates were established by classical geodetic methods
 AH1557.and adjusted by the National Geodetic Survey in February 1996..
 AH1557
 AH1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1557
 AH1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1557
 AH1557.The geoid height was determined by GEOID03.
 AH1557
 AH1557;                    North         East     Units Scale Factor Converg.
 AH1557;SPC TX S     - 5,248,097.590   395,234.876   MT  1.00001827   +0 26 21.0
 AH1557;SPC TX S     -17,218,133.51  1,296,699.76   sFT  1.00001827   +0 26 21.0
 AH1557;UTM  14      - 3,087,277.803   644,410.308   MT  0.99985740   +0 41 12.4
 AH1557
 AH1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1557!SPC TX S     -   1.00000079  x   1.00001827  =   1.00001906
 AH1557!UTM  14      -   1.00000079  x   0.99985740  =   0.99985819
 AH1557
 AH1557:                Primary Azimuth Mark                     Grid Az
 AH1557:SPC TX S     -  SINTON MUNICIPAL TANK                    007 29 27.4
 AH1557:UTM  14      -  SINTON MUNICIPAL TANK                    007 14 36.0
 AH1557
 AH1557|---------------------------------------------------------------------|
 AH1557| PID    Reference Object                     Distance      Geod. Az  |
 AH1557|                                                           dddmmss.s |
 AH1557| AN2149 SINTON MUNICIPAL TANK               APPROX.15.6 KM 0075548.4 |
 AH1557| AN2146 SINTON FARM LABOR SUPPLY C TK       APPROX.13.9 KM 0102324.7 |
 AH1557| AN2147 SINTON NEW MUNICIPAL TANK           APPROX.14.8 KM 0104655.7 |
 AH1557| AH1555 KALETA RM 3                         146.329 METERS 06222     |
 AH1557| AH1556 KALETA RM 4                         155.143 METERS 12343     |
 AH1557| AH1376 CORPUS CHRISTI COLORED CH SP        APPROX.17.7 KM 1303725.5 |
 AH1557| AH1370 CORPUS CHRI PLAZA HOTEL ELEV        APPROX.17.8 KM 1311420.8 |
 AH1557| AH1379 CORPUS CHRISTI CATH CH SPIRE        APPROX.17.7 KM 1311555.6 |
 AH1557| AH1355 CORPUS CHRISTI CEN L AND P STK      APPROX.18.3 KM 1314745.9 |
 AH1557| AH1362 CORPUS CHRISTI PORT COMP CO TK      APPROX.16.9 KM 1380230.4 |
 AH1557| AH1561 CLARKWOOD MUNICIPAL TANK            APPROX.13.1 KM 1812131.5 |
 AH1557| AH1562 ROBSTOWN RAILROAD WATER TANK        APPROX.18.2 KM 2245652.6 |
 AH1557| AH1563 ROBSTOWN MUNICIPAL TANK             APPROX.18.1 KM 2253046.6 |
 AH1557| CV2495 KALETA RM 2                         200.970 METERS 25002     |
 AH1557| AH1554 ODEM MUNICIPAL TANK                 APPROX. 7.3 KM 3164339.5 |
 AH1557| CV2492 KALETA AZ MK 3                                     3462851.2 |
 AH1557| AH0760 H 588                                              3511251.9 |
 AH1557| CV2494 KALETA RM 1 RESET                    27.289 METERS 35507     |
 AH1557| CV2493 KALETA RM                                          35511     |
 AH1557|---------------------------------------------------------------------|
 AH1557
 AH1557                          SUPERSEDED SURVEY CONTROL
 AH1557
 AH1557  NAD 83(1986)-  27 54 09.34772(N)    097 31 57.58095(W) AD(       ) 2
 AH1557  NAD 27      -  27 54 08.27300(N)    097 31 56.60200(W) AD(       ) 2
 AH1557  NGVD 29 (07/19/86)   21.9    (m)           72.     (f) VERT ANG       
 AH1557
 AH1557.Superseded values are not recommended for survey control.
 AH1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1557.See file dsdata.txt to determine how the superseded data were derived.
 AH1557
 AH1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4441087278(NAD 83)
 AH1557_MARKER: DD = SURVEY DISK
 AH1557_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1557_SP_SET: SURROUNDED BY MASS OF CONCRETE
 AH1557_STAMPING: KALETA RESET
 AH1557_MARK LOGO: CGS   
 AH1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1557+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AH1557
 AH1557  HISTORY     - Date     Condition        Report By
 AH1557  HISTORY     - 1953     MONUMENTED       CGS
 AH1557  HISTORY     - 1930     GOOD             CGS
 AH1557  HISTORY     - 1934     GOOD             CGS
 AH1557  HISTORY     - 1937     GOOD             TXHD
 AH1557  HISTORY     - 1949     GOOD             CGS
 AH1557  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AH1557  HISTORY     - 1970     MARK NOT FOUND   USGS
 AH1557  HISTORY     - 1975     MARK NOT FOUND   NGS
 AH1557  HISTORY     - 19890215 SEE DESCRIPTION  NOS
 AH1557
 AH1557                          STATION DESCRIPTION
 AH1557
 AH1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 AH1557'ABOUT 2 MILES E OF KALETA POST OFFICE, ABOUT 5 MILES E OF
 AH1557'SHARPSBURG, AND 4 MILES E OF ANGELITA, A STATION ON THE ST.
 AH1557'LOUIS, BROWNSVILLE AND MEXICO RAILWAY.  ABOUT 10 MILES SW OF
 AH1557'TAFT, AND 4 MILES SE OF ODEM, ON A LOW BENCH COVERED WITH
 AH1557'DENSE GROWTH OF MESQUITE, ON LAND OWNED IN 1930 BY TURNER
 AH1557'BROTHERS.  STATION IS ONE-HALF MILE E OF TURNER BROTHERS
 AH1557'WINDMILL, ONE-HALF MILE NE OF THE KALETA-PORTLAND WAGON ROAD,
 AH1557'AND 200 YARDS NE OF AN OLD ROAD LEADING FROM WINDMILL ALONG
 AH1557'TOP OF RIDGE.
 AH1557'
 AH1557'THE ORIGINAL STATION MARKS, NAIL IN CONCRETE, WERE REPLACED
 AH1557'IN 1931 WITH STANDARD BRONZE DISK STATION MARKS IN CONCRETE.
 AH1557'THE DISKS BEING STAMPED--KALETA, 1905, 1931.
 AH1557'
 AH1557'THE 1905 REFERENCE MARK, A NAIL IN CONCRETE, WAS REPLACED
 AH1557'IN 1931 WITH A STANDARD REFERNCE DISK SET IN CONCRETE.
 AH1557'AND THE DISK STAMPED R.M. 1, 1905, 1931.  IT IS 89.51
 AH1557'FEET FROM STATION.  IN ALL CASES
 AH1557'THE DISKS WERE CENTERED IN THE POSITIONS OF THE OLD MARKS.
 AH1557'
 AH1557'REFERENCE MARK NO. 2, 1931, IS A STANDARD REFERENCE DISK IN
 AH1557'CONCRETE, AND IS 659.35 FEET FROM THE STATION.
 AH1557'
 AH1557'BEARING OF LONE OIL DERRICK, DISTANT APPROXIMATELY 4 MILES,
 AH1557'IS S 69 DEG 54 MIN W.
 AH1557'
 AH1557'OTHER DISTANCES AND BEARINGS (1905) ARE--SHARPSBURG SCHOOLHOUSE
 AH1557'BELFRY, 5 MILES, N 80 DEG 08 MIN W.  ANGELITA RAILWAY
 AH1557'STATION, E GABLE, 4 MILES, N 76 DEG 58 MIN W.  TURNER
 AH1557'BROTHERS HOUSE, CHIMNEY, THREE-FOURTHS MILE, N 35 DEG 12 MIN W.
 AH1557'R.E. TURNERS HOUSE, CHIMNEY ONE-HALF MILE, N 10 DEG 32 MIN W.
 AH1557'RATANA WINDMILL, 3 MILES, N 45 DEG 52 MIN E.
 AH1557'
 AH1557'IN 1930 TO REACH FROM ODEN ON HIGHWAY 128, GO E 3 MILES,
 AH1557'THENCE S 1 MILE TO GATE AT TURNERS RANCH.  FROM RANCH TAKE
 AH1557'TRACK THROUGH GATE OUT OF BARN LOT, JUST SW OF HOUSE, AND
 AH1557'FOLLOW IT SE ONE-HALF MILE TO WHERE IT SWINGS TO RIGHT THROUGH
 AH1557'GATE IN AN E-AND-W FENCE.  FOLLOW IT S 100 YARDS TO WHERE
 AH1557'IT TURNS E INTO BRUSH, BUT KEEP STRAIGHT AHEAD ALONG W EDGE
 AH1557'OF BRUSH TO SE CORNER OF CLEARED FIELD.  PASS THROUGH FENCE
 AH1557'ON S SIDE OF FIELD AND ALONG S SIDE OF FENCE TO THIRTY-SEVENTH
 AH1557'POST E OF FIELD CORNER, THEN BEAR TO RIGHT 160 YARDS TO
 AH1557'STATION.
 AH1557
 AH1557                          STATION RECOVERY (1934)
 AH1557
 AH1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1557'STATION FOUND AS DESCRIBED.
 AH1557
 AH1557                          STATION RECOVERY (1937)
 AH1557
 AH1557'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AH1557'STATION MARK IS GOOD CONDITION.
 AH1557'
 AH1557'REFERENCE MARK NO. 1 HAS HAD THE BRONZE DISK PRIED OUT.  NO
 AH1557'EFFORT MADE TO FIND REFERENCE MARK NO. 2 ON ACCOUNT OF VERY
 AH1557'HEAVY BRUSH.  THE DESCRIPTION OF 1931 IS ADEQUATE.
 AH1557
 AH1557                          STATION RECOVERY (1949)
 AH1557
 AH1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1557'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 AH1557'RECOVERED AND FOUND IN GOOD CONDITION, WITH THE
 AH1557'FOLLOWING EXCEPTION THAT REFERENCE MARK NO 1 WAS RESET.
 AH1557'THE DISTANCE TO REFERENCE MARK NO 2 COULD NOT BE
 AH1557'CHECKED DUE TO HEAVY MESQUITE BRUSH.  BENCH MARK H-588 WAS
 AH1557'USED AS THE AZIMUTH MARK.  FOLLOWING IS A NEW AND COMPLETE
 AH1557'DESCRIPTION.
 AH1557'
 AH1557'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHEAST OF ODEM,
 AH1557'ON A LOW BENCH HEAVILY COVERED WITH MESQUITE AND ON LAND OWNED
 AH1557'BY THE TURNER BROTHERS.  IT IS ABOUT 0.15 MILE SOUTH OF AN
 AH1557'EAST-WEST FENCE LINE, IN A SMALL CLEARING IN THE MESQUITE
 AH1557'BUSHES, AT THE SOUTH END OF A DIM TRACK ROAD AND 1 FOOT
 AH1557'WEST OF WITNESS POST.  IT IS STAMPED KALETA 1905, 1931 AND
 AH1557'1933 AND PROJECTS 5 INCHES.
 AH1557'
 AH1557'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 5 FEET WEST OF
 AH1557'THE CENTER OF THE DIM TRACK ROAD.  IT IS STAMPED KALETA NO 1
 AH1557'1905, 1931, 1933 AND PROJECTS 4 INCHES.
 AH1557'
 AH1557'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, SET
 AH1557'IN A SMALL CLEARING OF THE HEAVY MESQUITE BRUSH AND ABOUT
 AH1557'0.1 MILE SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED KALETA
 AH1557'NO 2 1905, 1931, 1933 AND PROJECTS 3 INCHES.
 AH1557'
 AH1557'BENCH MARK H 588 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 AH1557'2.8 MILES NORTH-NORTHWEST OF THE STATION, 38 FEET SOUTH OF
 AH1557'FARM ROAD 631, 18 FEET WEST OF NORTH-SOUTH ROAD, AND 4 FEET
 AH1557'NORTH OF WITNESS POST.  IT IS STAMPED H 588 1942 AND PROJECTS
 AH1557'4 INCHES.
 AH1557'
 AH1557'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 AH1557'AND FARM ROAD 631 IN ODEM, GO EAST ON FARM ROAD 631 FOR 3.0
 AH1557'MILES TO CROSSROAD AND BENCH MARK H 588 IN THE SOUTHWEST
 AH1557'ANGLE AS DESCRIBED, TURN RIGHT AND GO SOUTH FOR 1.10 MILE,
 AH1557'TURN LEFT AND GO EAST FOR 0.35 MILE TO T-ROAD SOUTH THROUGH
 AH1557'CULTIVATED FIELD, TURN RIGHT AND FOLLOW FIELD ROAD SOUTH FOR
 AH1557'0.8 MILE TO GATE, PASS THROUGH GATE AND CONTINUE SOUTH FOR
 AH1557'0.35 MILE TO ANOTHER GATE INTO CULTIVATED FIELD, PASS THROUGH
 AH1557'GATE AND CONTINUE SOUTH ON FIELD ROAD ON THE EAST SIDE OF
 AH1557'FENCE LINE FOR 0.3 MILE TO CORNER, TURN LEFT AND FOLLOW FIELD
 AH1557'ROAD EAST FOR 0.15 MILE TO DIM TRACK ROAD RIGHT ON SOUTH
 AH1557'SIDE OF FENCE LINE, FROM THIS POINT STATION IS ABOUT 0.15
 AH1557'MILE SOUTH IN SMALL CLEARING IN MESQUITE AS DESCRIBED.
 AH1557'
 AH1557'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 AH1557'
 AH1557'AN 87 FOOT SIGNAL AT STATION FAIRVIEW 1931 IS VISIBLE AT 37 FEET.
 AH1557'
 AH1557'AN 87 FOOT SIGNAL AT STATION ROGERS 2 IS VISIBLE AT 37 FEET.
 AH1557'
 AH1557'A 4 FOOT SIGNAL AT STATION CALALLEN IS VISIBLE AT 37 FEET.
 AH1557'
 AH1557'A 74 FOOT SIGNAL AT STATION ELLIFF 1904 IS VISIBLE AT 37 FEET.
 AH1557'
 AH1557'A 74 FOOT SIGNAL AT STATION ODEM IS VISIBLE AT 37 FEET.
 AH1557
 AH1557                          STATION RECOVERY (1953)
 AH1557
 AH1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AH1557'THE STATION MARK AND THE UNDER GROUND MARK WAS RECOVERED
 AH1557'IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 HAVE
 AH1557'BEEN DESTROYED.  LOCAL CHANGES MADE IT NECESSARY TO RESET
 AH1557'THE STATION MARK AND THE UNDER GROUND MARK AT A GREATER DEPTH.
 AH1557'TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WAS ESTABLISHED.
 AH1557'A NEW DESCRIPTION FOLLOWS.
 AH1557'
 AH1557'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF ODEM AND NEAR
 AH1557'THE SOUTHEASTERN CORNER OF A CULTIVATED FIELD OWNED BY C.H.
 AH1557'GRIFFITH, OF SKIDMORE, TEXAS.
 AH1557'
 AH1557'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND FARM ROAD
 AH1557'631 IN ODEM, GO EASTERLY ON FARM ROAD 631 FOR 2.9 MILES TO
 AH1557'A CROSSROAD.  TURN RIGHT, SOUTH, GO 1.1 MILES TO A SHARP
 AH1557'TURN IN THE MAIN ROAD.  TURN LEFT, EAST, GO 0.35 MILE TO A
 AH1557'SIDE ROAD RIGHT.  TURN RIGHT, SOUTH, GO 0.8 MILE TO A METAL
 AH1557'GATE.  PASS THROUGH THE GATE AND GO SOUTH FOR 0.35 MILE TO A
 AH1557'METAL GATE AND THE AZIMUTH MARK ON THE RIGHT.  PASS THROUGH THE
 AH1557'GATE AND CONTINUE SOUTH FOR 0.3 MILE TO A FENCE CORNER.  THE
 AH1557'STATION BEARS 140 DEGREES TRUE, AND APPROX. 0.25 MILE FROM
 AH1557'THIS FENCE CORNER.
 AH1557'
 AH1557'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.
 AH1557'
 AH1557'THE STATION MARK IS STAMPED KALETA 1905 1953, AND IS SET 2
 AH1557'FEET BELOW THE GROUND SURFACE.  THE MARK IS APPROX. 450 FEET
 AH1557'WEST OF A NORTH - SOUTH FENCE.
 AH1557'
 AH1557'REFERENCE MARK NO. 3 IS STAMPED KALETA NO 3 1905 1953, AND IT
 AH1557'PROJECTS 4 INCHES.  THE MARK IS LOCATED 130 FEET SOUTH OF A
 AH1557'SLIGHT JOG IN A NORTH - SOUTH FENCE LINE,
 AH1557'
 AH1557'REFERENCE MARK NO. 4 IS STAMPED KALETA NO 4 1905 1953, AND
 AH1557'IT PROJECTS 4 INCHES.  THE MARK IS LOCATED 1 FOOT WEST OF A
 AH1557'NORTH - SOUTH FENCE LINE.
 AH1557'
 AH1557'THE AZIMUTH MARK IS STAMPED KALETA 1905 1953, AND IT PROJECTS
 AH1557'5 INCHES.  THE MARK IS LOCATED APPROX. 0.5 MILE NORTH-NORTHWEST
 AH1557'OF THE STATION.  15 FEET SOUTH OF THE WEST END OF A METAL
 AH1557'GATE.  2 FEET SOUTH OF A WHITE WITNESS POST.  AND 1 FOOT
 AH1557'EAST OF A FENCE LINE.
 AH1557'
 AH1557'OBSERVED ANGLE AT REFERENCE MARK NO. 3 RM NO 4 TO KALETA 1905 1953
 AH1557'62 DEG 08 MIN 54 SEC.
 AH1557'
 AH1557'OBSERVED ANGLE AT REFERENCE MARK NO. 4 KALETA 1905 1953 TO RM NO. 3
 AH1557'56 DEG 30 MIN 13 SEC.
 AH1557
 AH1557                          STATION RECOVERY (1970)
 AH1557
 AH1557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (IJB)
 AH1557'STATION WAS NOT SEARCHED FOR.  R.M.S 3 AND 4 WERE NOT FOUND.
 AH1557'ONE MONUMENT WITH CAP REMOVED, WAS FOUND AT END OF FENCE.
 AH1557'IT IS PRESUMED THAT THESE MARKS HAVE BEEN DESTROYED.
 AH1557
 AH1557                          STATION RECOVERY (1975)
 AH1557
 AH1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FCM)
 AH1557'KALETA-MISSING.
 AH1557'
 AH1557'AZIMUTH MARK FOUND NEAR FENCE BUT ON N. SIDE OF GATE AND 75 FT
 AH1557'PLUS OR MINUE 15 FT W OF FENCE
 AH1557
 AH1557                          STATION RECOVERY (1989)
 AH1557
 AH1557'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1557'THE STATION IS LOCATED ABOUT 4 MI SE OF ODEM AND NEAR THE SE CORNER OF
 AH1557'A CULTIVATED FIELD OWNED BY C.H. GRIFFITH, OF SKIDMORE, TX.
 AH1557'TO REACH FROM THE JUNCTION OF U.S. HWY 77 AND FARM ROAD 631 IN ODEM,
 AH1557'GO EASTERLY ON FARM ROAD 631 FOR 2.9 MI TO A CROSSROAD, TURN RIGHT,
 AH1557'SOUTH, GO 1.1 MI TO A SHARP TURN IN THE MAIN ROAD.  TURN LEFT, EAST,
 AH1557'GO 0.35 MI TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTH, GO 0.8 MI TO A
 AH1557'METAL GATE, PASS THROUGH THE GATE AND GO S FOR 0.35 MI TO A METAL GATE
 AH1557'AND THE AZIMUTH MARK ON THE RIGHT.  PASS THROUGH THE GATE AND CONTINUE
 AH1557'S FOR 0.3 MI TO A FENCE CORNER.  THE STATION BEARS 140 DEGREES TRUE,
 AH1557'AND APPROXIMATELY 0.25 MI FROM THIS FENCE CORNER.
 AH1557'THE STATION IS A BRONZE DISK SET IN THE TOP OF CONCRETE POST.  THE
 AH1557'STATION IS SET 2 FT BELOW THE GROUND SURFACE AND IS APPROXIMATELY
 AH1557'137.16 M (450.0 FT) W OF A N-S FENCE.
 AH1557'THE STATION WAS SEARCHED FOR AT THIS DATE AND NOT FOUND.  STATION IS
 AH1557'PRESUMED DESTROYED DUE TO THE EXTENSION OF A CULTIVATED FIELD IN AREA.
 AH1557'AN HOUR SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1555 ***********************************************************************
 AH1555  DESIGNATION -  KALETA RM 3
 AH1555  PID         -  AH1555
 AH1555  STATE/COUNTY-  TX/SAN PATRICIO
 AH1555  USGS QUAD   -  ODEM (1975)
 AH1555
 AH1555                         *CURRENT SURVEY CONTROL
 AH1555  ___________________________________________________________________
 AH1555* NAD 83(1993)-  27 54 11.54478(N)    097 31 52.86205(W)     ADJUSTED  
 AH1555* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 AH1555  ___________________________________________________________________
 AH1555  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AH1555  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AH1555
 AH1555  HORZ ORDER  -  SECOND
 AH1555
 AH1555.The horizontal coordinates were established by classical geodetic methods
 AH1555.and adjusted by the National Geodetic Survey in February 1996..
 AH1555
 AH1555.The orthometric height was scaled from a topographic map.
 AH1555
 AH1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1555
 AH1555.The geoid height was determined by GEOID03.
 AH1555
 AH1555;                    North         East     Units Scale Factor Converg.
 AH1555;SPC TX S     - 5,248,166.457   395,363.989   MT  1.00001843   +0 26 23.2
 AH1555;SPC TX S     -17,218,359.45  1,297,123.35   sFT  1.00001843   +0 26 23.2
 AH1555;UTM  14      - 3,087,347.217   644,539.102   MT  0.99985786   +0 41 14.7
 AH1555
 AH1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1555!SPC TX S     -   1.00000077  x   1.00001843  =   1.00001920
 AH1555!UTM  14      -   1.00000077  x   0.99985786  =   0.99985863
 AH1555
 AH1555|---------------------------------------------------------------------|
 AH1555| PID    Reference Object                     Distance      Geod. Az  |
 AH1555|                                                           dddmmss.s |
 AH1555| AH1556 KALETA RM 4                         153.979 METERS 18013     |
 AH1555| AH1557 KALETA RESET                        146.329 METERS 24222     |
 AH1555|---------------------------------------------------------------------|
 AH1555
 AH1555                          SUPERSEDED SURVEY CONTROL
 AH1555
 AH1555  NAD 83(1986)-  27 54 11.55263(N)    097 31 52.84063(W) AD(       ) 2
 AH1555  NAD 27      -  27 54 10.47800(N)    097 31 51.86200(W) AD(       ) 2
 AH1555
 AH1555.Superseded values are not recommended for survey control.
 AH1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1555.See file dsdata.txt to determine how the superseded data were derived.
 AH1555
 AH1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4453987347(NAD 83)
 AH1555_MARKER: DR = REFERENCE MARK DISK
 AH1555_SETTING: 0 = UNSPECIFIED SETTING
 AH1555
 AH1555  HISTORY     - Date     Condition        Report By
 AH1555  HISTORY     - 1953     MONUMENTED       CGS
 AH1555
 AH1555                          STATION DESCRIPTION
 AH1555
 AH1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AH1555'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF ODEM AND NEAR
 AH1555'THE SOUTHEASTERN CORNER OF A CULTIVATED FIELD OWNED BY C.H.
 AH1555'GRIFFITH, OF SKIDMORE, TEXAS.
 AH1555'
 AH1555'REFERENCE MARK NO. 3 IS STAMPED KALETA NO 3 1905 1953, AND IT
 AH1555'PROJECTS 4 INCHES.  THE MARK IS LOCATED 130 FEET SOUTH OF A
 AH1555'SLIGHT JOG IN A NORTH - SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1556 ***********************************************************************
 AH1556  DESIGNATION -  KALETA RM 4
 AH1556  PID         -  AH1556
 AH1556  STATE/COUNTY-  TX/SAN PATRICIO
 AH1556  USGS QUAD   -  ODEM (1975)
 AH1556
 AH1556                         *CURRENT SURVEY CONTROL
 AH1556  ___________________________________________________________________
 AH1556* NAD 83(1993)-  27 54 06.54271(N)    097 31 52.88323(W)     ADJUSTED  
 AH1556* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 AH1556  ___________________________________________________________________
 AH1556  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AH1556  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH1556
 AH1556  HORZ ORDER  -  SECOND
 AH1556
 AH1556.The horizontal coordinates were established by classical geodetic methods
 AH1556.and adjusted by the National Geodetic Survey in February 1996..
 AH1556
 AH1556.The orthometric height was scaled from a topographic map.
 AH1556
 AH1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1556
 AH1556.The geoid height was determined by GEOID03.
 AH1556
 AH1556;                    North         East     Units Scale Factor Converg.
 AH1556;SPC TX S     - 5,248,012.477   395,364.592   MT  1.00001805   +0 26 23.2
 AH1556;SPC TX S     -17,217,854.27  1,297,125.33   sFT  1.00001805   +0 26 23.2
 AH1556;UTM  14      - 3,087,193.265   644,540.370   MT  0.99985787   +0 41 14.6
 AH1556
 AH1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1556!SPC TX S     -   1.00000077  x   1.00001805  =   1.00001882
 AH1556!UTM  14      -   1.00000077  x   0.99985787  =   0.99985864
 AH1556
 AH1556|---------------------------------------------------------------------|
 AH1556| PID    Reference Object                     Distance      Geod. Az  |
 AH1556|                                                           dddmmss.s |
 AH1556| AH1555 KALETA RM 3                         153.979 METERS 00013     |
 AH1556| AH1557 KALETA RESET                        155.143 METERS 30343     |
 AH1556|---------------------------------------------------------------------|
 AH1556
 AH1556                          SUPERSEDED SURVEY CONTROL
 AH1556
 AH1556  NAD 83(1986)-  27 54 06.55059(N)    097 31 52.86181(W) AD(       ) 2
 AH1556  NAD 27      -  27 54 05.47600(N)    097 31 51.88300(W) AD(       ) 2
 AH1556
 AH1556.Superseded values are not recommended for survey control.
 AH1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1556.See file dsdata.txt to determine how the superseded data were derived.
 AH1556
 AH1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR4454087193(NAD 83)
 AH1556_MARKER: DR = REFERENCE MARK DISK
 AH1556_SETTING: 0 = UNSPECIFIED SETTING
 AH1556
 AH1556  HISTORY     - Date     Condition        Report By
 AH1556  HISTORY     - 1953     MONUMENTED       CGS
 AH1556
 AH1556                          STATION DESCRIPTION
 AH1556
 AH1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AH1556'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF ODEM AND NEAR
 AH1556'THE SOUTHEASTERN CORNER OF A CULTIVATED FIELD OWNED BY C.H.
 AH1556'GRIFFITH, OF SKIDMORE, TEXAS.
 AH1556'
 AH1556'REFERENCE MARK NO. 4 IS STAMPED KALETA NO 4 1905 1953, AND
 AH1556'IT PROJECTS 4 INCHES.  THE MARK IS LOCATED 1 FOOT WEST OF A
 AH1556'NORTH - SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0613 ***********************************************************************
 DP0613  DESIGNATION -  KALGARY
 DP0613  PID         -  DP0613
 DP0613  STATE/COUNTY-  TX/GARZA
 DP0613  USGS QUAD   -  KALGARY (1966)
 DP0613
 DP0613                         *CURRENT SURVEY CONTROL
 DP0613  ___________________________________________________________________
 DP0613* NAD 83(1993)-  33 23 37.72798(N)    101 08 15.76563(W)     ADJUSTED  
 DP0613* NAVD 88     -       764.     (meters)    2507.     (feet)  SCALED    
 DP0613  ___________________________________________________________________
 DP0613  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DP0613  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 DP0613
 DP0613  HORZ ORDER  -  FIRST
 DP0613
 DP0613.The horizontal coordinates were established by classical geodetic methods
 DP0613.and adjusted by the National Geodetic Survey in February 1996..
 DP0613
 DP0613.The orthometric height was scaled from a topographic map.
 DP0613
 DP0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0613
 DP0613.The geoid height was determined by GEOID03.
 DP0613
 DP0613;                    North         East     Units Scale Factor Converg.
 DP0613;SPC TXNC     - 2,194,604.897   354,650.869   MT  0.99989039   -1 26 18.9
 DP0613;SPC TXNC     - 7,200,132.90  1,163,550.39   sFT  0.99989039   -1 26 18.9
 DP0613;UTM  14      - 3,696,988.507   301,177.337   MT  1.00008739   -1 10 37.1
 DP0613
 DP0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0613!SPC TXNC     -   0.99988397  x   0.99989039  =   0.99977438
 DP0613!UTM  14      -   0.99988397  x   1.00008739  =   0.99997135
 DP0613
 DP0613|---------------------------------------------------------------------|
 DP0613| PID    Reference Object                     Distance      Geod. Az  |
 DP0613|                                                           dddmmss.s |
 DP0613| CJ7598 KALGARY RM 2                         26.018 METERS 00544     |
 DP0613| CJ7597 KALGARY RM 1                         32.653 METERS 06140     |
 DP0613| CJ7596 KALGARY AZ MK                                      2772227.9 |
 DP0613|---------------------------------------------------------------------|
 DP0613
 DP0613                          SUPERSEDED SURVEY CONTROL
 DP0613
 DP0613  NAD 83(1993)-  33 23 37.73054(N)    101 08 15.76126(W) AD(       ) 1
 DP0613  NAD 83(1986)-  33 23 37.73202(N)    101 08 15.75687(W) AD(       ) 1
 DP0613  NAD 27      -  33 23 37.41957(N)    101 08 14.25791(W) AD(       ) 1
 DP0613
 DP0613.Superseded values are not recommended for survey control.
 DP0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0613.See file dsdata.txt to determine how the superseded data were derived.
 DP0613
 DP0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB0117796989(NAD 83)
 DP0613_MARKER: DS = TRIANGULATION STATION DISK
 DP0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0613
 DP0613  HISTORY     - Date     Condition        Report By
 DP0613  HISTORY     - 1968     MONUMENTED       CGS
 DP0613
 DP0613                          STATION DESCRIPTION
 DP0613
 DP0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0613'STATION IS LOCATED ABOUT 20 MILES NORTHEAST OF POST, 19 MILES
 DP0613'SOUTH-SOUTHEAST OF CROSBYTON, 1-3/4 MILES SOUTHEAST OF THE SMALL
 DP0613'COMMUNITY OF KALGARY, PERMISSION WAS GRANTED BY MR. CRUZ
 DP0613'HERNANDEZ, WHO LIVES AT THE STATION SITE.
 DP0613'
 DP0613'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 350, 84 AND FARM
 DP0613'ROAD 651 IN POST, GO EAST ON U.S. HIGHWAY AND FARM ROAD 651 FOR
 DP0613'0.3 MILE TO WHERE FARM ROAD TURNS LEFT, TURN LEFT AND GO NORTH FOR
 DP0613'0.1 MILE TO A FORK, TAKE RIGHT FORK 17.7 MILES TO THE JUNCTION OF
 DP0613'FARM ROAD 261, TURN RIGHT AND GO EASTERLY FOR 3.0 MILES TO THE
 DP0613'KALGARY STORE ON THE LEFT, CONTINUE EAST FOR 0.5 MILE TO A SIDE
 DP0613'ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY FOR 1.0 MILE TO A
 DP0613'CROSSROAD, (TURN RIGHT AND GO 0.1 MILE TO THE AZIMUTH MARK ON
 DP0613'THE LEFT) TURN LEFT AND GO EASTERLY FOR 0.1 MILE TO A FARM HOUSE
 DP0613'AND A ROAD RIGHT LEADING TO FARM HOUSE, TURN RIGHT AND GO SOUTH
 DP0613'AND WEST TO A LARGE BUILDING AND STATION ON THE WEST SIDE OF
 DP0613'BUILDING.
 DP0613'
 DP0613'STATION MARK, A STANDARD DISK STAMPED KALGARY 1968, SET IN THE
 DP0613'TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH IS FLUSH WITH THE
 DP0613'GROUND, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE,
 DP0613'33.9 FEET NORTH OF THE NORTHWEST CORNER OF THE WEST CHICKEN HOUSE,
 DP0613'14.5 FEET EAST OF A HEDGE ROW AND 14 FEET WEST OF A BUILDING.
 DP0613'
 DP0613'REFERENCE MARK 1, IS A STANDARD DISK STAMPED KALGARY NO 1 1968,
 DP0613'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH IS FLUSH
 DP0613'WITH THE GROUND, 27 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF FARM
 DP0613'HOUSE, 17 FEET NORTH OF THE CENTER OF DRIVEWAY AND 2 FEET SOUTH
 DP0613'OF A POWER LINE POLE WITH METER.
 DP0613'
 DP0613'REFERENCE MARK 2, IS A STANDARD DISK STAMPED KALGARY NO 2 1968,
 DP0613'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH IS
 DP0613'FLUSH WITH THE GROUND, 27 FEET NORTHWEST OF THE SOUTHWEST CORNER
 DP0613'OF FARM HOUSE, 21.1 FEET SOUTHWEST OF THE NORTHWEST CORNER OF FARM
 DP0613'HOUSE AND 24 FEET EAST OF A HEDGE ROW.
 DP0613'
 DP0613'AZIMUTH MARK, IS A STANDARD DISK STAMPED KALGARY 1968, SET IN
 DP0613'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH IS SET FLUSH
 DP0613'WITH THE GROUND, 26 FEET SOUTH OF THE CENTER OF FARM ROAD, 2.2
 DP0613'FEET EAST OF A POWER LINE POLE AND 2.1 FEET WEST OF A METAL
 DP0613'WITNESS POST.
 DP0613'
 DP0613'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS, FARM HOUSE IN
 DP0613'ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0592 ***********************************************************************
 DP0592  DESIGNATION -  KALGARY ET USGS 1968
 DP0592  PID         -  DP0592
 DP0592  STATE/COUNTY-  TX/CROSBY
 DP0592  USGS QUAD   -  COLLETT SPRINGS (1966)
 DP0592
 DP0592                         *CURRENT SURVEY CONTROL
 DP0592  ___________________________________________________________________
 DP0592* NAD 83(1993)-  33 30 11.82565(N)    101 13 53.31884(W)     ADJUSTED  
 DP0592* NAVD 88     -       906.7    (meters)    2975.     (feet)  VERTCON   
 DP0592  ___________________________________________________________________
 DP0592  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DP0592  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 DP0592
 DP0592  HORZ ORDER  -  SECOND
 DP0592
 DP0592.The horizontal coordinates were established by classical geodetic methods
 DP0592.and adjusted by the National Geodetic Survey in February 1996..
 DP0592
 DP0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0592
 DP0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0592
 DP0592.The geoid height was determined by GEOID03.
 DP0592
 DP0592;                    North         East     Units Scale Factor Converg.
 DP0592;SPC TXNC     - 2,206,964.177   346,246.815   MT  0.99990360   -1 29 23.0
 DP0592;SPC TXNC     - 7,240,681.64  1,135,978.09   sFT  0.99990360   -1 29 23.0
 DP0592;UTM  14      - 3,709,312.189   292,715.576   MT  1.00012975   -1 13 55.9
 DP0592
 DP0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0592!SPC TXNC     -   0.99986164  x   0.99990360  =   0.99976525
 DP0592!UTM  14      -   0.99986164  x   1.00012975  =   0.99999137
 DP0592
 DP0592                          SUPERSEDED SURVEY CONTROL
 DP0592
 DP0592  NAD 83(1993)-  33 30 11.82880(N)    101 13 53.31617(W) AD(       ) 2
 DP0592  NAD 83(1986)-  33 30 11.82993(N)    101 13 53.31153(W) AD(       ) 2
 DP0592  NAD 27      -  33 30 11.51918(N)    101 13 51.78031(W) AD(       ) 2
 DP0592  NGVD 29 (07/28/98)  906.4    (m)         2974.     (f) VERT ANG       
 DP0592
 DP0592.Superseded values are not recommended for survey control.
 DP0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0592.See file dsdata.txt to determine how the superseded data were derived.
 DP0592
 DP0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC9271609312(NAD 83)
 DP0592_MARKER: DS = TRIANGULATION STATION DISK
 DP0592_SETTING: 66 = SET IN ROCK OUTCROP
 DP0592_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DP0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP0592+STABILITY: POSITION/ELEVATION WELL
 DP0592
 DP0592  HISTORY     - Date     Condition        Report By
 DP0592  HISTORY     - 1965     MONUMENTED       USGS
 DP0592
 DP0592                          STATION DESCRIPTION
 DP0592
 DP0592'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DP0592'DESCRIPTION AND POSITION LISTED IN NGS SNYDER AREA G-16314.
 DP0592'STATION IS LOCATED ABOUT 11 MI. S. OF CROSBYTON, 8 MI. NW. OF KALGARY
 DP0592'AND ABOUT 9 MI. NE. OF CANYON VALLEY.
 DP0592'STATION MAY BE REACHED FROM INTERSECTION OF U.S. HIGHWAY 82 AND FARM
 DP0592'ROAD 651 IN CROSBYTON BY GOING 10.7 MI. S. ON FARM ROAD 651 TO TRACK
 DP0592'RD. RIGHT AT GATE, TAKE TRACK RD. 0.5 MI. S. TO SADDLE AT W. FOOT OF
 DP0592'VERY PROMINENT, HIGH BUTTE.  STATION IS LOCATED ON HIGHEST POINT OF
 DP0592'BUTTE.  A 7 MINUTE PACK IS REQUIRED TO REACH STATION.
 DP0592'STATION MARK--STANDARD USGS ALUMINUM TABLET CEMENTED IN DRILL HOLE IN
 DP0592'ROCK SET IN PLACE, PROJECTING ABOUT 0.2 FT., STAMPED---KALGARY ET
 DP0592'1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2793 ***********************************************************************
 AX2793  DESIGNATION -  KALUZA
 AX2793  PID         -  AX2793
 AX2793  STATE/COUNTY-  TX/FAYETTE
 AX2793  USGS QUAD   -  AMMANNSVILLE (1981)
 AX2793
 AX2793                         *CURRENT SURVEY CONTROL
 AX2793  ___________________________________________________________________
 AX2793* NAD 83(1993)-  29 47 09.01901(N)    096 49 31.61503(W)     ADJUSTED  
 AX2793* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 AX2793  ___________________________________________________________________
 AX2793  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AX2793  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AX2793
 AX2793  HORZ ORDER  -  FIRST
 AX2793
 AX2793.The horizontal coordinates were established by classical geodetic methods
 AX2793.and adjusted by the National Geodetic Survey in February 1996..
 AX2793
 AX2793.The orthometric height was scaled from a topographic map.
 AX2793
 AX2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2793
 AX2793.The geoid height was determined by GEOID03.
 AX2793
 AX2793;                    North         East     Units Scale Factor Converg.
 AX2793;SPC TXSC     - 4,218,345.731   810,229.037   MT  0.99989411   +1 03 55.2
 AX2793;SPC TXSC     -13,839,689.29  2,658,226.43   sFT  0.99989411   +1 03 55.2
 AX2793;UTM  14      - 3,297,037.080   710,205.057   MT  1.00014521   +1 04 50.3
 AX2793
 AX2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2793!SPC TXSC     -   0.99998289  x   0.99989411  =   0.99987700
 AX2793!UTM  14      -   0.99998289  x   1.00014521  =   1.00012809
 AX2793
 AX2793:                Primary Azimuth Mark                     Grid Az
 AX2793:SPC TXSC     -  FAYETTEVILLE MUNICIPAL TANK              046 54 19.7
 AX2793:UTM  14      -  FAYETTEVILLE MUNICIPAL TANK              046 53 24.6
 AX2793
 AX2793|---------------------------------------------------------------------|
 AX2793| PID    Reference Object                     Distance      Geod. Az  |
 AX2793|                                                           dddmmss.s |
 AX2793| AX2768 FAYETTEVILLE MUNICIPAL TANK         APPROX.19.8 KM 0475814.9 |
 AX2793| AX2767 LIVE OAK HILL CATH CH SPIRE         APPROX.15.9 KM 0624531.7 |
 AX2793| CV7320 KALUZA RM 1                          32.351 METERS 09216     |
 AX2793| CV6841 SW COR OF HOUSE NR KALUZA            43.000 METERS 11744     |
 AX2793| AX2780 WEIMAR ST MICHAELS CATH CH          APPROX. 9.8 KM 1531844.4 |
 AX2793| AX2779 WEIMAR MUNICIPAL TANK               APPROX.10.1 KM 1561745.6 |
 AX2793| CV7321 KALUZA RM 2                          18.968 METERS 17328     |
 AX2793| AX2786 SCHULENBURG CATH CH SPIRE           APPROX.14.3 KM 2120931.9 |
 AX2793| AX2787 SCHULENBURG STANDPIPE               APPROX.13.8 KM 2143113.0 |
 AX2793| AX2792 AMMANSVILLE CATH CH SPIRE           APPROX. 3.2 KM 2722658.5 |
 AX2793| AX2795 HOSTYN CATHOLIC CHURCH SPIRE        APPROX.11.4 KM 3060332.0 |
 AX2793| CV7319 KALUZA AZ MK RESET                                 3172603.4 |
 AX2793| CV7318 KALUZA AZ MK                                       3181946.6 |
 AX2793|---------------------------------------------------------------------|
 AX2793
 AX2793                          SUPERSEDED SURVEY CONTROL
 AX2793
 AX2793  NAD 83(1986)-  29 47 09.03510(N)    096 49 31.60281(W) AD(       ) 1
 AX2793  NAD 27      -  29 47 08.20600(N)    096 49 30.67600(W) AD(       ) 1
 AX2793
 AX2793.Superseded values are not recommended for survey control.
 AX2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2793.See file dsdata.txt to determine how the superseded data were derived.
 AX2793
 AX2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT1020597037(NAD 83)
 AX2793_MARKER: DS = TRIANGULATION STATION DISK
 AX2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2793+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AX2793
 AX2793  HISTORY     - Date     Condition        Report By
 AX2793  HISTORY     - 1943     MONUMENTED       CGS
 AX2793  HISTORY     - 1954     GOOD             CGS
 AX2793  HISTORY     - 1962     GOOD             CGS
 AX2793  HISTORY     - 1963     GOOD             CGS
 AX2793  HISTORY     - 20041027 GOOD             USPSQD
 AX2793
 AX2793                          STATION DESCRIPTION
 AX2793
 AX2793'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2793'STATION IS LOCATED ABOUT 7 MILES NORTH BY WEST OF WEIMAR, 9
 AX2793'MILES NORTH OF SCHULENBURG, AND 9 MILES SOUTH BY EAST OF
 AX2793'LA GRANGE ON LAND OWNED BY MR. JOHN S. KALUZA.  MARK IS SET
 AX2793'IN A FENCE LINE 12 PACES NORTHWEST OF A SHED CORNER AND 141 FEET
 AX2793'NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.  MARK IS STANDARD
 AX2793'KALUZA 1943 AND PROJECTS ABOUT 3 INCHES.
 AX2793'
 AX2793'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF THE NORTHWEST CORNER OF
 AX2793'THE HOUSE AND 6 PACES EAST OF A CARBIDE GAS GENERATER WHICH
 AX2793'IS SET IN THE GROUND.  MARK IS STAMPED KALUZA NO 1 1943 AND
 AX2793'PROJECTS ABOUT 2 INCHES.
 AX2793'
 AX2793'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF THE NORTHWEST CORNER
 AX2793'OF THE SHED AND 5 FEET EAST OF THE FENCE LINE.  MARK IS STAMPED
 AX2793'KALUZA NO 2 1943 AND PROJECTS ABOUT 3 INCHES.
 AX2793'
 AX2793'AZIMUTH MARK IS 9 PACES SOUTH OF THE CENTER LINE OF THE ROAD,
 AX2793'ABOUT 85 FEET EAST OF POWER POLE NO. 3/103 AND 1 FOOT SOUTH OF
 AX2793'A GATE POST.  MARK IS STAMPED KALUZA 1943 AND PROJECTS ABOUT 4
 AX2793'INCHES.
 AX2793'
 AX2793'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 77 AND TEXAS
 AX2793'71 IN LA GRANGE GO SOUTH ON 77 FOR 9.6 MILES TO A SIDE ROAD
 AX2793'LEFT JUST BEFORE REACHING SWISS ALP, TURN LEFT AND GO 3.6 MILES
 AX2793'TO AMMENSVILLE, TAKE LEFT FORK AND GO 1.6 MILES TO THE AZIMUTH
 AX2793'MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A
 AX2793'LANE ON THE RIGHT, TURN RIGHT AND GO 0.15 MILE TO THE STATION IN
 AX2793'MR. KALUZAS YARD.
 AX2793'
 AX2793'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AX2793
 AX2793                          STATION RECOVERY (1954)
 AX2793
 AX2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 AX2793'ALL MARKS FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 AX2793'
 AX2793'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77
 AX2793'AND FARM ROAD 1383 WHICH IS 9 MILES SOUTH OF LA GRANGE, GO
 AX2793'EASTERLY ON FARM ROAD 1383 FOR 3.4 MILES TO THE VILLAGE OF
 AX2793'AMMANSVILLE.  CONTINUE EASTERLY ON GRAVEL ROAD 1.85 MILES TO
 AX2793'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST 0.2 MILE TO A
 AX2793'LANE RIGHT, TURN RIGHT GO 0.15 MILE TO JOHN KALUZAS HOUSE AND
 AX2793'STATION.
 AX2793
 AX2793                          STATION RECOVERY (1962)
 AX2793
 AX2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SEU)
 AX2793'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH MARK
 AX2793'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK
 AX2793'WAS DESTROYED AT THE REQUEST OF THE TEXAS HIGHWAY DEPARTMENT
 AX2793'TO CLEAR THE CONSTRUCTION AREA FOR WIDENING THE ROAD AFTER A
 AX2793'NEW AZIMUTH MARK WAS SET IN THE NEAR VICINITY.  THE FOLLOWING
 AX2793'IS DESCRIPTION OF NEW AZIMUTH MARK AND ADDITIONAL NOTES FOR
 AX2793'RECOVERY OF THE STATION--THE STATION IS ABOUT 10 MILES
 AX2793'SOUTH-SOUTHEAST OF LA GRANGE AND 2 MILES EAST OF THE VILLAGE OF
 AX2793'AMMANNSVILLE, ON LAND OWNED BY MR. JOHN S. KALUZA.
 AX2793'
 AX2793'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 71 AND
 AX2793'U.S. HIGHWAY 77 IN LA GRANGE, GO SOUTH ON U.S. HIGHWAY 77
 AX2793'FOR 9.2 MILES TO FARM ROAD 1383.  TURN LEFT, EAST, AND FOLLOW
 AX2793'FARM ROAD 1383 FOR 3.5 MILES TO THE VILLAGE OF AMMANNSVILLE.
 AX2793'CONTINUE EAST ON A BLACKTOP ROAD FOR 1.1 MILES TO A ROAD FORK.
 AX2793'TAKE LEFT FORK, EAST, GO 0.75 MILE TO THE AZIMUTH MARK ON THE
 AX2793'RIGHT.  CONTINUE EAST FOR 0.2 MILE TO A DRIVEWAY ON THE RIGHT.
 AX2793'TURN RIGHT, SOUTH, AND FOLLOW THE DRIVEWAY FOR 0.25 MILE TO
 AX2793'MR.  JOHN KALUZAS HOUSE AND THE STATION.
 AX2793'
 AX2793'STATION MARK, A STANDARD DISK STAMPED KALUZA 1943, IS SET IN
 AX2793'A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 AX2793'IT IS 140 FEET NORTHWEST OF THE SOUTHWEST CORNER OF HOUSE, AT
 AX2793'THE NORTHWEST CORNER OF A SMALL PEACH ORCHARD, 20 FEET WEST OF THE
 AX2793'DRIVEWAY, IN A NORTH-SOUTH FENCE LINE.
 AX2793'
 AX2793'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KALUZA NO 1 1943,
 AX2793'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS FLUSH WITH THE
 AX2793'SURFACE OF THE GROUND.  IT IS 15 FEET WEST OF A METAL TANK WHICH
 AX2793'IS ABOUT 4 FEET IN DIAMETER AND PROJECTS ABOVE GROUND ABOUT
 AX2793'2 FEET, AND 1 FOOT NORTH OF THE NORTHWEST CORNER OF THE YARD
 AX2793'FENCE.
 AX2793'
 AX2793'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KALUZA NO 2 1943,
 AX2793'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS ABOUT 1 INCH
 AX2793'BELOW THE SURFACE OF THE GROUND.  IT IS 62.23 FEET SOUTH OF THE
 AX2793'STATION AND 5 FEET EAST OF THE NORTH-SOUTH FENCE LINE, IN A
 AX2793'CULTIVATED AREA.
 AX2793'
 AX2793'AZIMUTH MARK, A STANDARD DISK STAMPED KALUZA 1943 RESET 1962,
 AX2793'IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 4 INCHES.
 AX2793'IT IS 115 FEET SOUTHEAST OF A R.E.A. POWER LINE POLE NO. 3/103,
 AX2793'DUE SOUTH OF A FARM DRIVEWAY LEADING NORTH, 63 FEET SOUTH OF
 AX2793'THE CENTER OF ROAD, 25 FEET EAST OF A DRIVEWAY LEADING SOUTH,
 AX2793'15 FEET SOUTH OF THE SOUTH ROAD RIGHT-OF-WAY, AND IN A
 AX2793'NORTH-SOUTH FENCE LINE, AT A WITNESS MARKER SIGN.
 AX2793
 AX2793                          STATION RECOVERY (1963)
 AX2793
 AX2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2793'STATION AND REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.
 AX2793'
 AX2793'THE AZIMUTH MARK HAS ABOUT 6 IN OF CONCRETE BROKEN OFF.  THE
 AX2793'BOTTOM IS STILL IN PLACE.  DIRECTIONS FOR PROCEEDING TO
 AX2793'STATION SITE ARE CORRECT.
 AX2793
 AX2793                          STATION RECOVERY (2004)
 AX2793
 AX2793'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX2793'R 1 FOUND PLASTIC WITNESS POST.
 AX2793'R 2 FOUND PLASTIC WITNESS POST.
 AX2793'AZ MARK FOUND. PLASTIC WITNESS POST AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0821 ***********************************************************************
 DO0821  DESIGNATION -  KAMAY HL GAGE CO KKQ370 MAST
 DO0821  PID         -  DO0821
 DO0821  STATE/COUNTY-  TX/WICHITA
 DO0821  USGS QUAD   -  MANKINS (1966)
 DO0821
 DO0821                         *CURRENT SURVEY CONTROL
 DO0821  ___________________________________________________________________
 DO0821* NAD 83(1993)-  33 51 23.91933(N)    098 48 58.35094(W)     ADJUSTED  
 DO0821* NAVD 88     -                                                        
 DO0821  ___________________________________________________________________
 DO0821  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 DO0821  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DO0821
 DO0821  HORZ ORDER  -  THIRD
 DO0821
 DO0821.The horizontal coordinates were established by classical geodetic methods
 DO0821.and adjusted by the National Geodetic Survey in February 1996..
 DO0821
 DO0821
 DO0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0821
 DO0821.The geoid height was determined by GEOID03.
 DO0821
 DO0821;                    North         East     Units Scale Factor Converg.
 DO0821;SPC TXNC     - 2,242,899.990   570,739.043   MT  0.99997117   -0 10 20.9
 DO0821;SPC TXNC     - 7,358,581.05  1,872,499.68   sFT  0.99997117   -0 10 20.9
 DO0821;UTM  14      - 3,746,276.354   517,001.208   MT  0.99960356   +0 06 08.6
 DO0821
 DO0821                          SUPERSEDED SURVEY CONTROL
 DO0821
 DO0821  NAD 83(1993)-  33 51 23.91964(N)    098 48 58.35061(W) AD(       ) 4
 DO0821  NAD 83(1986)-  33 51 23.92410(N)    098 48 58.33859(W) AD(       ) 4
 DO0821  NAD 27      -  33 51 23.57708(N)    098 48 57.11057(W) AD(       ) 3
 DO0821
 DO0821.Superseded values are not recommended for survey control.
 DO0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0821.See file dsdata.txt to determine how the superseded data were derived.
 DO0821
 DO0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC1700146276(NAD 83)
 DO0821
 DO0821  HISTORY     - Date     Condition        Report By
 DO0821  HISTORY     - 1965     MONUMENTED       CGS
 DO0821
 DO0821                          STATION DESCRIPTION
 DO0821
 DO0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (ANP)
 DO0821'THE STATION IS THE CENTER OF THE TOP OF A 250 FOOT HIGH,
 DO0821'RED AND WHITE STEEL MAST.  IT IS AT THE WEST EDGE OF KAMAY, 100
 DO0821'YARDS SOUTH OF STATE HIGHWAY 258 AND 1.2 MILES EAST OF THE
 DO0821'JUNCTION OF STATE HIGHWAY 25 AND 258.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0991 ***********************************************************************
 CB0991  DESIGNATION -  KANZ RESET
 CB0991  PID         -  CB0991
 CB0991  STATE/COUNTY-  TX/REAGAN
 CB0991  USGS QUAD   -  SLAGER LAKE (1973)
 CB0991
 CB0991                         *CURRENT SURVEY CONTROL
 CB0991  ___________________________________________________________________
 CB0991* NAD 83(1993)-  31 32 20.52404(N)    101 43 19.53663(W)     ADJUSTED  
 CB0991* NAVD 88     -       814.0    (meters)    2671.     (feet)  VERTCON   
 CB0991  ___________________________________________________________________
 CB0991  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CB0991  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CB0991
 CB0991  HORZ ORDER  -  FIRST
 CB0991
 CB0991.The horizontal coordinates were established by classical geodetic methods
 CB0991.and adjusted by the National Geodetic Survey in February 1996..
 CB0991
 CB0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0991
 CB0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0991
 CB0991.The geoid height was determined by GEOID03.
 CB0991
 CB0991;                    North         East     Units Scale Factor Converg.
 CB0991;SPC TX C     - 3,208,388.507   568,132.636   MT  0.99992563   -0 42 55.1
 CB0991;SPC TX C     -10,526,187.96  1,863,948.49   sFT  0.99992563   -0 42 55.1
 CB0991;UTM  14      - 3,492,555.752   241,561.346   MT  1.00042386   -1 25 28.8
 CB0991
 CB0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0991!SPC TX C     -   0.99987600  x   0.99992563  =   0.99980164
 CB0991!UTM  14      -   0.99987600  x   1.00042386  =   1.00029981
 CB0991
 CB0991:                Primary Azimuth Mark                     Grid Az
 CB0991:SPC TX C     -  TIP OF WINDMILL                          079 37 43.5
 CB0991:UTM  14      -  TIP OF WINDMILL                          080 20 17.2
 CB0991
 CB0991|---------------------------------------------------------------------|
 CB0991| PID    Reference Object                     Distance      Geod. Az  |
 CB0991|                                                           dddmmss.s |
 CB0991| CH9767 TIP OF WINDMILL                                    0785448.4 |
 CB0991| CH9695 KANZ RM 1 AZIMUTH                                  1644008.4 |
 CB0991| CH9198 ODOMS N WNDMILL CONCRETE TWR                       1734852.2 |
 CB0991| CH9696 KANZ RM 2                            34.111 METERS 23930     |
 CB0991| CH9697 KANZ RM 3                            27.020 METERS 33918     |
 CB0991|---------------------------------------------------------------------|
 CB0991
 CB0991                          SUPERSEDED SURVEY CONTROL
 CB0991
 CB0991  NAD 83(1986)-  31 32 20.53103(N)    101 43 19.52274(W) AD(       ) 1
 CB0991  NAD 27      -  31 32 20.02200(N)    101 43 18.08000(W) AD(       ) 1
 CB0991  NGVD 29 (07/19/86)  813.7    (m)         2670.     (f) VERT ANG       
 CB0991
 CB0991.Superseded values are not recommended for survey control.
 CB0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0991.See file dsdata.txt to determine how the superseded data were derived.
 CB0991
 CB0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV4156192556(NAD 83)
 CB0991_MARKER: DS = TRIANGULATION STATION DISK
 CB0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0991_SP_SET: SET INTO TOP OF CONCRETE POST
 CB0991_STAMPING: KANZ 1932 1968
 CB0991_PROJECTION: PROJECTING 5 CENTIMETERS
 CB0991
 CB0991  HISTORY     - Date     Condition        Report By
 CB0991  HISTORY     - 1968     MONUMENTED       CGS
 CB0991
 CB0991                          STATION DESCRIPTION
 CB0991
 CB0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CB0991'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND 2 WERE FOUND
 CB0991'IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND BROKEN
 CB0991'OFF AND WAS REPLACED AT THIS TIME HOLDING THE POINT OF THE
 CB0991'UNDERGROUND MARK.  A REFERENCE MARK 3 WAS SET.
 CB0991'
 CB0991'A NEW DESCRIPTION FOLLOWS--STATION IS 9 MILES SOUTHEAST OF
 CB0991'MIDKIFF, 7 MILES WEST AND 11 MILES NORTH OF STILES AND ON ROAD
 CB0991'RIGHT-OF-WAY.
 CB0991'
 CB0991'TO REACH THE STATION FROM MIDKIFF, GO EAST ON RANCH ROAD 2401
 CB0991'FOR 5.9 MILES TO A T-ROAD INTERSECTION.  TURN RIGHT AND GO SOUTH
 CB0991'ON RANCH ROAD 1357 FOR 7.75 MILES TO A T-ROAD.  TURN RIGHT
 CB0991'AND GO WEST ON THE PAVED ROAD FOR 1.0 MILE TO THE STATION
 CB0991'ON THE LEFT.
 CB0991'
 CB0991'TO REACH REFERENCE MARK 1 FROM THE STATION, GO SOUTH ON DIM
 CB0991'ROAD ACROSS PASTURE FOR ABOUT 0.3 MILE TO THE MARK ON THE RIGHT.
 CB0991'
 CB0991'STATION MARK IS A STANDARD DISK STAMPED KANZ 1932 1968, SET
 CB0991'IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS
 CB0991'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 112 FEET EAST OF A
 CB0991'FENCE CORNER, 40 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD,
 CB0991'15 FEET NORTHWEST OF THE WEST GATE POST OF GATE LEADING INTO
 CB0991'FIELD TO THE SOUTH, 10 FEET NORTH OF A FENCE AND 1 FOOT SOUTH
 CB0991'OF A METAL WITNESS POST.
 CB0991'
 CB0991'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED KANZ NO 1 1932,
 CB0991'SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS
 CB0991'8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 125 FEET EAST
 CB0991'OF A NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH OF A METAL
 CB0991'WITNESS POST.
 CB0991'
 CB0991'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KANZ NO 2 1932,
 CB0991'SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS
 CB0991'6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 70 FEET SOUTH
 CB0991'OF THE CENTERLINE OF THE PAVED ROAD, 20 FEET SOUTH OF A FENCE
 CB0991'AND FENCE CORNER AND 3 FEET EAST OF A FENCE.
 CB0991'
 CB0991'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KANZ 1932 NO 3
 CB0991'1968, SET IN THE TOP OF A 12 INCH IN DIAMETER ROUND CONCRETE
 CB0991'POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CB0991'IT IS 48 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 22
 CB0991'FEET WEST OF THE WEST GATE POST LEADING NORTH INTO PASTURE.
 CB0991'
 CB0991'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 CB0991'
 CB0991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 CB0991'SOUTHEAST OF MIDKIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6777 ***********************************************************************
 AW6777  DESIGNATION -  KARANKA
 AW6777  PID         -  AW6777
 AW6777  STATE/COUNTY-  TX/GALVESTON
 AW6777  USGS QUAD   -  SEA ISLE (1974)
 AW6777
 AW6777                         *CURRENT SURVEY CONTROL
 AW6777  ___________________________________________________________________
 AW6777* NAD 83(1993)-  29 14 18.09171(N)    095 01 10.10534(W)     ADJUSTED  
 AW6777* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 AW6777  ___________________________________________________________________
 AW6777  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AW6777  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW6777
 AW6777  HORZ ORDER  -  SECOND
 AW6777
 AW6777.The horizontal coordinates were established by classical geodetic methods
 AW6777.and adjusted by the National Geodetic Survey in February 1996..
 AW6777
 AW6777.The orthometric height was scaled from a topographic map.
 AW6777
 AW6777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6777
 AW6777.The geoid height was determined by GEOID03.
 AW6777
 AW6777;                    North         East     Units Scale Factor Converg.
 AW6777;SPC TXSC     - 4,162,297.803   986,837.895   MT  0.99986465   +1 57 00.4
 AW6777;SPC TXSC     -13,655,805.38  3,237,650.66   sFT  0.99986465   +1 57 00.4
 AW6777;UTM  15      - 3,236,084.087   303,734.952   MT  1.00007534   -0 59 12.2
 AW6777
 AW6777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6777!SPC TXSC     -   1.00000403  x   0.99986465  =   0.99986868
 AW6777!UTM  15      -   1.00000403  x   1.00007534  =   1.00007937
 AW6777
 AW6777:                Primary Azimuth Mark                     Grid Az
 AW6777:SPC TXSC     -  WEST BAY BEACON 23                       082 56 27.5
 AW6777:UTM  15      -  WEST BAY BEACON 23                       085 52 40.1
 AW6777
 AW6777|---------------------------------------------------------------------|
 AW6777| PID    Reference Object                     Distance      Geod. Az  |
 AW6777|                                                           dddmmss.s |
 AW6777| AW5798 WEST BAY BEACON 23                  APPROX. 5.4 KM 0845327.9 |
 AW6777| AW6779 WEST BAY BEACON 2                   APPROX. 3.0 KM 1425106.1 |
 AW6777| AW6780 WEST BAY BEACON 4                   APPROX. 3.2 KM 1610206.0 |
 AW6777| AW6778 WEST BAY BEACON 37                  APPROX. 3.6 KM 1734954.2 |
 AW6777| AW6781 WEST BAY BEACON 41                  APPROX. 5.4 KM 1962335.8 |
 AW6777| CV7323 KARANKA RM 2                         29.030 METERS 22545     |
 AW6777| CV7322 KARANKA RM 1                         27.780 METERS 32009     |
 AW6777|---------------------------------------------------------------------|
 AW6777
 AW6777                          SUPERSEDED SURVEY CONTROL
 AW6777
 AW6777  NAD 83(1986)-  29 14 18.10528(N)    095 01 10.08567(W) AD(       ) 2
 AW6777  NAD 27      -  29 14 17.24683(N)    095 01 09.35850(W) AD(       ) 2
 AW6777
 AW6777.Superseded values are not recommended for survey control.
 AW6777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6777.See file dsdata.txt to determine how the superseded data were derived.
 AW6777
 AW6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN0373536084(NAD 83)
 AW6777_MARKER: DS = TRIANGULATION STATION DISK
 AW6777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6777
 AW6777  HISTORY     - Date     Condition        Report By
 AW6777  HISTORY     - 1933     MONUMENTED       CGS
 AW6777  HISTORY     - 1947     GOOD             CGS
 AW6777  HISTORY     - 1960     GOOD             CGS
 AW6777  HISTORY     - 1963     GOOD             CGS
 AW6777
 AW6777                          STATION DESCRIPTION
 AW6777
 AW6777'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AW6777'ON THE N SHORE OF WEST BAY, ABOUT 10 MILES S OF ALTA LOMA,
 AW6777'ABOUT 1-1/2 MILES NE BY N OF KARANKAWA POINT, 600 METERS
 AW6777'SW OF INTERSECTION OF N SIDE OF INTRACOASTAL CANAL AND W
 AW6777'(RIGHT) BANK OF KARANKAWA BAYOU, 282 METERS SE OF A POINT OF
 AW6777'LAND PROTRUDING INTO SE SIDE OF KARANKAWA LAKE, AND 55 METERS
 AW6777'NW OF N SIDE OF INTRACOASTAL CANAL.
 AW6777'
 AW6777'HEIGHT OF LIGHT ABOVE STATION MARK - 5.5 METERS.
 AW6777
 AW6777                          STATION RECOVERY (1947)
 AW6777
 AW6777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AW6777'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW6777'DESCRIPTION IS ADEQUATE AND COMPLETE.
 AW6777
 AW6777                          STATION RECOVERY (1960)
 AW6777
 AW6777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AW6777'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW6777'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 AW6777'
 AW6777'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS.
 AW6777'
 AW6777'(1) THE STATION IS 110.0 FEET NORTH OF THE BANK OF THE
 AW6777'INTRACOASTAL WATERWAY.
 AW6777'
 AW6777'(2) A WITNESS POST WAS PLACED 1.5 FEET WEST OF THE STATION.
 AW6777'
 AW6777'(3) THE STATION IS MARKED BY A STANDARD DISK STAMPED KARANKA
 AW6777'1933 AND THE MARK PROJECTS 3 INCHES.
 AW6777'
 AW6777'(4) RM 1 IS MARKED BY A STANDARD DISK STAMPED KARANKA RM 1 1933
 AW6777'AND THE MARK PROJECTS 4 INCHES.
 AW6777'
 AW6777'(5) RM 2 IS MARKED BY A STANDARD DISK STAMPED KARNAKA RM 2 1933
 AW6777'AND THE MARK PROJECTS 2 INCHES.
 AW6777
 AW6777                          STATION RECOVERY (1963)
 AW6777
 AW6777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JHB)
 AW6777'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AW6777'THE 1960 RECOVERY NOTE BY J.K.W. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2251 ***********************************************************************
 AN2251  DESIGNATION -  KARANKAWA CLUB HOUSE W GABLE
 AN2251  PID         -  AN2251
 AN2251  STATE/COUNTY-  TX/CALHOUN
 AN2251  USGS QUAD   -  OLIVIA (1995)
 AN2251
 AN2251                         *CURRENT SURVEY CONTROL
 AN2251  ___________________________________________________________________
 AN2251* NAD 83(1993)-  28 39 56.48234(N)    096 22 55.40176(W)     ADJUSTED  
 AN2251* NAVD 88     -                                                        
 AN2251  ___________________________________________________________________
 AN2251  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AN2251  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN2251
 AN2251  HORZ ORDER  -  THIRD
 AN2251
 AN2251.The horizontal coordinates were established by classical geodetic methods
 AN2251.and adjusted by the National Geodetic Survey in February 1996..
 AN2251
 AN2251
 AN2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2251
 AN2251.The geoid height was determined by GEOID03.
 AN2251
 AN2251;                    North         East     Units Scale Factor Converg.
 AN2251;SPC TXSC     - 4,095,113.122   855,867.015   MT  0.99993094   +1 16 57.2
 AN2251;SPC TXSC     -13,435,383.63  2,807,957.03   sFT  0.99993094   +1 16 57.2
 AN2251;UTM  14      - 3,173,752.969   755,852.095   MT  1.00040792   +1 15 23.4
 AN2251
 AN2251                          SUPERSEDED SURVEY CONTROL
 AN2251
 AN2251  NAD 83(1986)-  28 39 56.49027(N)    096 22 55.38147(W) AD(       ) 4
 AN2251  NAD 27      -  28 39 55.51000(N)    096 22 54.50600(W) AD(       ) 3
 AN2251
 AN2251.Superseded values are not recommended for survey control.
 AN2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2251.See file dsdata.txt to determine how the superseded data were derived.
 AN2251
 AN2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS5585273753(NAD 83)
 AN2251_MARKER: 81 = GABLE
 AN2251
 AN2251  HISTORY     - Date     Condition        Report By
 AN2251  HISTORY     - 1934     FIRST OBSERVED   CGS
 AN2251
 AN2251                          STATION DESCRIPTION
 AN2251
 AN2251'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2904 ***********************************************************************
 CS2904  DESIGNATION -  KARLICEK
 CS2904  PID         -  CS2904
 CS2904  STATE/COUNTY-  TX/TARRANT
 CS2904  USGS QUAD   -  HURST (1981)
 CS2904
 CS2904                         *CURRENT SURVEY CONTROL
 CS2904  ___________________________________________________________________
 CS2904* NAD 83(1993)-  32 51 07.93261(N)    097 08 30.24509(W)     ADJUSTED  
 CS2904* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 CS2904  ___________________________________________________________________
 CS2904  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 CS2904  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CS2904
 CS2904  HORZ ORDER  -  FIRST
 CS2904
 CS2904.The horizontal coordinates were established by classical geodetic methods
 CS2904.and adjusted by the National Geodetic Survey in February 1996..
 CS2904
 CS2904.The orthometric height was scaled from a topographic map.
 CS2904
 CS2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2904
 CS2904.The geoid height was determined by GEOID03.
 CS2904
 CS2904;                    North         East     Units Scale Factor Converg.
 CS2904;SPC TXNC     - 2,132,285.683   727,126.493   MT  0.99987865   +0 44 26.8
 CS2904;SPC TXNC     - 6,995,673.94  2,385,580.84   sFT  0.99987865   +0 44 26.8
 CS2904;UTM  14      - 3,636,432.464   673,892.885   MT  0.99997286   +1 00 29.9
 CS2904
 CS2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2904!SPC TXNC     -   0.99997321  x   0.99987865  =   0.99985187
 CS2904!UTM  14      -   0.99997321  x   0.99997286  =   0.99994608
 CS2904
 CS2904|---------------------------------------------------------------------|
 CS2904| PID    Reference Object                     Distance      Geod. Az  |
 CS2904|                                                           dddmmss.s |
 CS2904| CY1365 KARLICEK RM 2                        23.302 METERS 28529     |
 CS2904| CY1363 KARLICEK AZ MK                                     3170045.8 |
 CS2904| CY1364 KARLICEK RM 1                        19.007 METERS 35439     |
 CS2904|---------------------------------------------------------------------|
 CS2904
 CS2904                          SUPERSEDED SURVEY CONTROL
 CS2904
 CS2904  NAD 83(1993)-  32 51 07.93645(N)    097 08 30.22918(W) AD(       ) 1
 CS2904  NAD 83(1986)-  32 51 07.93743(N)    097 08 30.22849(W) AD(       ) 1
 CS2904  NAD 27      -  32 51 07.48000(N)    097 08 29.18700(W) AD(       ) 1
 CS2904
 CS2904.Superseded values are not recommended for survey control.
 CS2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2904.See file dsdata.txt to determine how the superseded data were derived.
 CS2904
 CS2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB7389336432(NAD 83)
 CS2904_MARKER: DS = TRIANGULATION STATION DISK
 CS2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2904
 CS2904  HISTORY     - Date     Condition        Report By
 CS2904  HISTORY     - 1947     MONUMENTED       CGS
 CS2904  HISTORY     - 1954     GOOD             CGS
 CS2904  HISTORY     - 1958     GOOD             CGS
 CS2904  HISTORY     - 1960     GOOD             CGS
 CS2904  HISTORY     - 1963     GOOD             CGS
 CS2904  HISTORY     - 1980     MARK NOT FOUND   NGS
 CS2904  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 CS2904
 CS2904                          STATION DESCRIPTION
 CS2904
 CS2904'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2904'STATION IS LOCATED ON A HIGH WOODED HILL APPROXIMATELY 3.8
 CS2904'MILES WEST NORTHWEST OF EULESS AND ABOUT 8 MILES NORTH-NORTHWEST
 CS2904'OF ARLINGTON.  THE STATION IS 26 FEET NORTH OF FENCELINE,
 CS2904'53 FEET NORTH OF THE APPROXIMATE CENTERLINE OF MACADAM ROAD
 CS2904'AND 27 FEET NORTHEAST OF WITNESS POST.  THE MARK PROJECTS
 CS2904'TWO INCHES AND THE DISK IS STAMPED KARLICEK 1947.
 CS2904'
 CS2904'REFERENCE MARK NO. 1 IS 62.36 FEET NORTH OF THE STATION AND
 CS2904'87-1/2 FEET NORTH OF THE APPROXIMATE CENTERLINE OF MACADAM ROAD.
 CS2904'THE MARK IS IN BEDROCK AND PROJECTS ABOUT ONE INCH AND THE DISK
 CS2904'IS STAMPED KARLICEK NO 1 1947.
 CS2904'
 CS2904'REFERENCE MARK NO. 2 IS 76.45 FEET WEST NORTHWEST OF THE STATION
 CS2904'AND 47-1/2 FEET NORTH OF FENCELINE.  THE MARK IS IN BEDROCK
 CS2904'AND PROJECTS ABOUT TWO INCHES AND THE DISK IS STAMPED KARLICEK
 CS2904'NO 2 1947.
 CS2904'
 CS2904'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF STATION,
 CS2904'2 FEET SOUTH OF A TELEPHONE POLE, 2 FEET WEST OF A FENCE,
 CS2904'47 FEET NORTHWEST OF A T INTERSECTION AND 5 FEET NORTH OF
 CS2904'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 CS2904'STAMPED KARLICEK 1947.
 CS2904'
 CS2904'TO REACH STATION FROM NORTHEAST CORNER INTERSECTION AT COURT
 CS2904'HOUSE IN FT. WORTH GO EAST ON BELKNAP STREET FOR 5.0 MILES.
 CS2904'BEAR RIGHT ON STATE HIGHWAYS NOS. 121 AND 183, AND GO 1.25 MILES
 CS2904'TO INTERSECTION OF STATE HIGHWAYS NOS. 121 AND 183.  BEAR
 CS2904'LEFT AND GO 3.4 MILES TO WHERE MACADAM ROAD LEADS TO RIGHT.
 CS2904'TURN RIGHT ON MACADAM ROAD AND GO 3.0 MILES TO INTERSECTION OF
 CS2904'A GRAVEL ROAD.  KEEP ON PAVED ROAD AND GO 0.65 MILE TO TOP OF
 CS2904'GRADE AND STATION SITE ON LEFT OR NORTH OF ROAD AS DESCRIBED.
 CS2904'
 CS2904'TO REACH AZIMUTH MARK FROM STATION GO WEST 0.1 MILE ON PAVED
 CS2904'ROAD TO CROSS ROADS.  TURN RIGHT AND GO NORTH 0.3 MILE TO
 CS2904'T INTERSECTION.  TURN LEFT AND GO WEST 0.2 MILE TO T INTERSECTION
 CS2904'AND AZIMUTH ON RIGHT AS DESCRIBED.
 CS2904'
 CS2904'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2904
 CS2904                          STATION RECOVERY (1954)
 CS2904
 CS2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JL)
 CS2904'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 CS2904'DESCRIBED.
 CS2904'
 CS2904'THE DESCRIPTION TO THE STATION IS IN ERROR AND A NEW DESCRIPTION
 CS2904'IS AS FOLLOWS--TO REACH FROM THE VILLAGE OF BEDFORD, GO
 CS2904'WEST FROM THE POST OFFICE AND GENERAL STORE 0.3 MILE.  THEN
 CS2904'TURN RIGHT AND GO NORTH 0.4 MILE TO THE ENTRANCE TO BOYS
 CS2904'RANCH ON THE LEFT.  CONTINUE NORTH 0.1 MILE TO A CROSS ROAD.
 CS2904'THEN TURN RIGHT AND GO EAST 0.1 MILE TO THE TOP OF THE HILL
 CS2904'AND THE STATION ON THE LEFT AS DESCRIBED.
 CS2904
 CS2904                          STATION RECOVERY (1958)
 CS2904
 CS2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 CS2904'STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CS2904'IN GOOD CONDITION.  THERE IS NO WITNESS MARK AT THE STATION,
 CS2904'THE ROAD AT THE STATION IS NOW GRAVEL AND THE AZIMUTH MARK
 CS2904'IS NOT VISIBLE FROM THE GROUND.
 CS2904
 CS2904                          STATION RECOVERY (1960)
 CS2904
 CS2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CS2904'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CS2904'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CS2904'TO STATION SITE ARE CORRECT.
 CS2904
 CS2904                          STATION RECOVERY (1963)
 CS2904
 CS2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2904'THE STATION MARK, REFERENCE MARKS NOS. 1, 2 AND THE AZIMUTH
 CS2904'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE
 CS2904'WOODEN WITNESS POSTS ARE GONE.  THE ORIGINAL TO REACH THE
 CS2904'STATION IS NOW OBSOLETE.  THE STATION IS BEST REACHED FROM
 CS2904'THE BEDFORD POST OFFICE BY GOING WEST ON THE BLACK TOP ROAD FOR
 CS2904'0.3 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, GO 0.4 MILE
 CS2904'TO ENTRANCE TO BEDFORD RANCH ON THE LEFT.  CONTINUE NORTH FOR
 CS2904'0.15 MILE TO CROSSROADS.  *TURN RIGHT, EAST, GO 0.1 MILE TO
 CS2904'SUMMIT OF ROAD AND STATION ON THE LEFT.  *TO REACH THE
 CS2904'AZIMUTH MARK FROM CROSSROAD.  CONTINUE NORTH ON THE BLACK-TOP
 CS2904'ROAD FOR 0.3 MILE TO SIDE ROAD ON THE LEFT.  TURN LEFT, WEST,
 CS2904'GO 0.3 MILE TO A T-ROAD JUNCTION AND AZIMUTH MARK AS
 CS2904'DESCRIBED.
 CS2904
 CS2904                          STATION RECOVERY (1980)
 CS2904
 CS2904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CS2904'THE STATION AND ALL MARKS COULD NOT BE FOUND AFTER AN EXTENSIVE
 CS2904'SEARCH OF THE AREA.  THE SITE IS NOW IN A HOUSING DEVELOPMENT AND
 CS2904'MOST OF THE HILL HAS BEEN BLADED AWAY BY HEAVY MACHINERY.
 CS2904
 CS2904                          STATION RECOVERY (1997)
 CS2904
 CS2904'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1069 ***********************************************************************
 CR1069  DESIGNATION -  KARNACK TEX ILL NAT GAS TOWER
 CR1069  PID         -  CR1069
 CR1069  STATE/COUNTY-  TX/HARRISON
 CR1069  USGS QUAD   -  KARNACK (1978)
 CR1069
 CR1069                         *CURRENT SURVEY CONTROL
 CR1069  ___________________________________________________________________
 CR1069* NAD 83(1993)-  32 40 51.69732(N)    094 10 50.91951(W)     ADJUSTED  
 CR1069* NAVD 88     -                                                        
 CR1069  ___________________________________________________________________
 CR1069  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CR1069  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CR1069
 CR1069  HORZ ORDER  -  THIRD
 CR1069
 CR1069.The horizontal coordinates were established by classical geodetic methods
 CR1069.and adjusted by the National Geodetic Survey in September 1999..
 CR1069
 CR1069
 CR1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1069
 CR1069.The geoid height was determined by GEOID03.
 CR1069
 CR1069;                    North         East     Units Scale Factor Converg.
 CR1069;SPC TXNC     - 2,120,807.850 1,004,930.965   MT  0.99989341   +2 21 20.4
 CR1069;SPC TXNC     - 6,958,017.09  3,297,011.01   sFT  0.99989341   +2 21 20.4
 CR1069;SPC LA N     -   243,051.930   842,365.842   MT  1.00000331   -0 53 19.1
 CR1069;SPC LA N     -   797,412.87  2,763,661.93   sFT  1.00000331   -0 53 19.1
 CR1069;UTM  15      - 3,616,542.494   389,295.066   MT  0.99975112   -0 38 15.6
 CR1069
 CR1069                          SUPERSEDED SURVEY CONTROL
 CR1069
 CR1069  NAD 83(1993)-  32 40 51.69711(N)    094 10 50.91834(W) AD(       ) 4
 CR1069  NAD 83(1986)-  32 40 51.70571(N)    094 10 50.90708(W) AD(       ) 4
 CR1069  NAD 27      -  32 40 51.17800(N)    094 10 50.23400(W) AD(       ) 3
 CR1069
 CR1069.Superseded values are not recommended for survey control.
 CR1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1069.See file dsdata.txt to determine how the superseded data were derived.
 CR1069
 CR1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8929516542(NAD 83)
 CR1069_MARKER: 55 = TOWER
 CR1069
 CR1069  HISTORY     - Date     Condition        Report By
 CR1069  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1069  HISTORY     - 20030614 GOOD             USPSQD
 CR1069
 CR1069                          STATION DESCRIPTION
 CR1069
 CR1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1069'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH-NORTHWEST OF KARNACK.
 CR1069'IT IS A 2-LEGGED TOWER SET IN A CONCRETE FOUNDATION, ABOUT
 CR1069'150 FEET IN HEIGHT, COLORED RED AND WHITE AND THE TOP AND
 CR1069'CENTER WAS THE POINT INTERSECTED.
 CR1069'
 CR1069'TO REACH THE STATION FROM THE POST OFFICE IN KARNACK, GO
 CR1069'NORTHWEST ON FARM ROAD 134 FOR 1.2 MILES TO A SIDE ROAD ON
 CR1069'THE RIGHT AND A CHURCH HOUSE, TURN RIGHT AND GO NORTHERLY
 CR1069'FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 CR1069
 CR1069                          STATION RECOVERY (2003)
 CR1069
 CR1069'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPM)
 CR1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2201 ***********************************************************************
 AN2201  CBN         -  This is a Cooperative Base Network Control Station.
 AN2201  DESIGNATION -  KARNES
 AN2201  PID         -  AN2201
 AN2201  STATE/COUNTY-  TX/KARNES
 AN2201  USGS QUAD   -  KARNES CITY (1987)
 AN2201
 AN2201                         *CURRENT SURVEY CONTROL
 AN2201  ___________________________________________________________________
 AN2201* NAD 83(1993)-  28 52 39.65464(N)    097 54 48.25088(W)     ADJUSTED  
 AN2201* NAVD 88     -       141.3    (meters)     464.     (feet)  GPS OBS   
 AN2201  ___________________________________________________________________
 AN2201  X           -    -769,541.223 (meters)                     COMP
 AN2201  Y           -  -5,536,271.549 (meters)                     COMP
 AN2201  Z           -   3,062,092.369 (meters)                     COMP
 AN2201  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AN2201  ELLIP HEIGHT-         114.89  (meters)          (10/24/00) GPS OBS
 AN2201  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AN2201
 AN2201  HORZ ORDER  -  B
 AN2201  ELLP ORDER  -  FOURTH    CLASS II
 AN2201
 AN2201.The horizontal coordinates were established by GPS observations
 AN2201.and adjusted by the National Geodetic Survey in May 1994..
 AN2201
 AN2201.The orthometric height was determined by GPS observations and a
 AN2201.high-resolution geoid model.
 AN2201
 AN2201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2201
 AN2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2201
 AN2201.The ellipsoidal height was determined by GPS observations
 AN2201.and is referenced to NAD 83.
 AN2201
 AN2201.The geoid height was determined by GEOID03.
 AN2201
 AN2201;                    North         East     Units Scale Factor Converg.
 AN2201;SPC TXSC     - 4,116,235.051   705,988.561   MT  0.99989486   +0 31 56.4
 AN2201;SPC TXSC     -13,504,681.16  2,316,230.80   sFT  0.99989486   +0 31 56.4
 AN2201;UTM  14      - 3,194,919.219   605,962.244   MT  0.99973856   +0 31 29.3
 AN2201
 AN2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2201!SPC TXSC     -   0.99998195  x   0.99989486  =   0.99987682
 AN2201!UTM  14      -   0.99998195  x   0.99973856  =   0.99972052
 AN2201
 AN2201:                Primary Azimuth Mark                     Grid Az
 AN2201:SPC TXSC     -  PANNA MARIA CHURCH SPIRE                 009 05 39.6
 AN2201:UTM  14      -  PANNA MARIA CHURCH SPIRE                 009 06 06.7
 AN2201
 AN2201|---------------------------------------------------------------------|
 AN2201| PID    Reference Object                     Distance      Geod. Az  |
 AN2201|                                                           dddmmss.s |
 AN2201| AN2200 PANNA MARIA CHURCH SPIRE            APPROX. 8.9 KM 0093736.0 |
 AN2201| AN2177 RUNGE TALLEST CHURCH SPIRE          APPROX.19.6 KM 0870620.9 |
 AN2201| CV5319 KARNES RM                            30.024 METERS 10309     |
 AN2201| AN2192 BRYDE                               APPROX.14.5 KM 1703330.8 |
 AN2201| AX2620 CESTOHAWA CHURCH SPIRE              APPROX.14.9 KM 3521832.5 |
 AN2201|---------------------------------------------------------------------|
 AN2201
 AN2201                          SUPERSEDED SURVEY CONTROL
 AN2201
 AN2201  ELLIP H (05/09/94)  115.03   (m)                       GP(       ) 4 2
 AN2201  NAD 83(1986)-  28 52 39.65891(N)    097 54 48.23380(W) AD(       ) 1
 AN2201  NAD 27      -  28 52 38.74000(N)    097 54 47.22500(W) AD(       ) 1
 AN2201  NGVD 29 (07/19/86)  140.6    (m)          461.     (f) VERT ANG       
 AN2201
 AN2201.Superseded values are not recommended for survey control.
 AN2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2201.See file dsdata.txt to determine how the superseded data were derived.
 AN2201
 AN2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS0596294919(NAD 83)
 AN2201_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AN2201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AN2201_SP_SET: METAL PIPE IN CONCRETE
 AN2201_STAMPING: KARNES 1904
 AN2201_MARK LOGO: CGS   
 AN2201_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2201+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1993
 AN2201
 AN2201  HISTORY     - Date     Condition        Report By
 AN2201  HISTORY     - 1904     MONUMENTED       CGS
 AN2201  HISTORY     - 1904     GOOD             CGS
 AN2201  HISTORY     - 1953     GOOD             CGS
 AN2201  HISTORY     - 1975     GOOD             NGS
 AN2201  HISTORY     - 1986     GOOD
 AN2201  HISTORY     - 19921218 GOOD             NGS
 AN2201  HISTORY     - 19930310 GOOD
 AN2201
 AN2201                          STATION DESCRIPTION
 AN2201
 AN2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (WHB)
 AN2201'STATION IS ABOUT 3/4 MILE SW OF KARNES CITY, 125 PACES S
 AN2201'OF KARNES CITY AND CAMPBELLTON WAGON ROAD, ON LAND BELONGING
 AN2201'TO ROBERT SALGE, AND 16.93 METERS (55.5 FEET) SW OF THE SW
 AN2201'CORNER OF HIS YARD.
 AN2201'
 AN2201'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE EACH A NAIL
 AN2201'IN THE CENTER OF AN IRON PIPE 2 INCHES IN DIAMETER AND 2
 AN2201'FEET LONG, SET FLANGE DOWN, FILLED WITH CONCRETE, AND SURROUNDED
 AN2201'BY A BLOCK OF CONCRETE.  THE CONCRETE WAS MARKED WITH THE
 AN2201'LETTERS U.S.C. AND G.S. AND THE DATE.
 AN2201'
 AN2201'REFERENCE MARK IS NEAR SW CORNER OF MR. SALGES YARD, 0.08
 AN2201'METER (0.3 FOOT) E FROM E FENCE, 0.46 METER (1.5 FEET) S
 AN2201'FROM S FENCE, AND 30.024 METERS (98.50 FEET) FROM STATION
 AN2201'S 76 DEG 51 MIN E.
 AN2201'
 AN2201'THE FOLLOWING DISTANCES AND AZIMUTHS ARE FROM STATION--SW
 AN2201'GABLE OF MR. SALGES HOUSE, 26.91 METERS (88.3 FEET),
 AN2201'N 73 DEG 18 MIN E.  KARNES CITY, COURTHOUSE STEEPLE, N 54 DEG
 AN2201'06 MIN E.
 AN2201'
 AN2201'LATITUDE STATION ESTABLISHED IN 1905 WAS 4.84 METERS (15.9
 AN2201'FEET) DUE E OF TRIANGULATION STATION AND WAS MARKED BY A
 AN2201'WOODEN PIER.  IN 1931 STATION REPORTED IN GOOD CONDITION,
 AN2201'BOTH SURFACE AND REFERENCE MARKS BEING RECOVERED.  STATION
 AN2201'WAS 41.5 FEET APPROXIMATELY SW OF 14-INCH MESQUITE TREE,
 AN2201'THE ONLY TREE IN IMMEDIATE VICINITY.
 AN2201'
 AN2201'ELEVATION OF STATION, 140.6 METERS (461 FEET).
 AN2201
 AN2201                          STATION RECOVERY (1904)
 AN2201
 AN2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1904
 AN2201'RECOVERED IN GOOD CONDITION.
 AN2201
 AN2201                          STATION RECOVERY (1953)
 AN2201
 AN2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AN2201'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN
 AN2201'GOOD CONDITION.  TWO REFERENCE MARKS AND AN AZIMUTH MARK
 AN2201'WAS SET BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS--
 AN2201'
 AN2201'THE STATION IS LOCATED ABOUT 0.3 MI. W OF THE JUNCTION OF
 AN2201'U.S. HIGHWAY 181 AND FARM ROAD 99 AT THE SW EDGE OF KARNES
 AN2201'CITY, 84 FT. SW OF THE SW CORNER OF A HOUSE, 3 FT. N OF A
 AN2201'FENCE LINE, AND 1 FT. N OF A WITNESS POST.
 AN2201'
 AN2201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 181
 AN2201'AND FARM ROAD 99 AT THE SW EDGE OF KARNES CITY, GO W ON FARM
 AN2201'ROAD 99 FOR 0.3 MI. TO A GATE ON THE LEFT*, TURN LEFT THROUGH
 AN2201'THE GATE AND GO S FOR 0.1 MI. TO A HOUSE, PASS TO THE RIGHT
 AN2201'OF THE HOUSE THROUGH A GATE AND FOLLOW A TRACK ROAD TO THE
 AN2201'REAR OF THE HOUSE AND THE STATION MARK AS DESCRIBED.  *TO
 AN2201'REACH THE AZIMUTH MARK FROM HERE, GO W ON FARM ROAD 99 FOR
 AN2201'0.65 MI. TO THE MARK ON THE RIGHT.
 AN2201'
 AN2201'THE STATION MARK IS AN IRON PIPE SET IN A CONCRETE POST THAT
 AN2201'IS FLUSH WITH THE GROUND AND HAS A NAIL IN THE CENTER OF THE
 AN2201'PIPE.
 AN2201'
 AN2201'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 AN2201'KARNES NO 2 1904 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN2201'4 IN. ABOVE GROUND.  IT IS 50 FT. W OF A HOUSE, AND 3 FT.
 AN2201'S OF A TOOL SHED.
 AN2201'
 AN2201'REFERENCE MARK 3 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 AN2201'KARNES NO 3 1904 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN2201'4 IN. ABOVE GROUND.  IT IS 69 FT. S OF THE SE CORNER OF A
 AN2201'HOUSE, AND 1 FT. N OF A FENCE LINE.
 AN2201'
 AN2201'THE AZIMUTH MARK IS A STANDARD AZIMUTH-MARK DISK, STAMPED
 AN2201'KARNES 1904 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN2201'4 IN. ABOVE GROUND.  IT IS 52 FT. N OF THE CENTERLINE OF
 AN2201'FARM ROAD 99, 3 FT. SW OF A TELEPHONE POLE, AND 2 FT. E
 AN2201'OF A WITNESS POST.
 AN2201'
 AN2201'THIS STATION WAS NOT OCCUPIED BY THIS PARTY.
 AN2201
 AN2201                          STATION RECOVERY (1975)
 AN2201
 AN2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AJ)
 AN2201'THE STATION MARK WAS FOUND IN GOOD CONDITION.  RM 1 WAS NOT MENTIONED
 AN2201'IN THE DESCRIPTION AND WAS NOT FOUND.  RM 2 AND RM 3 WERE FOUND IN
 AN2201'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND, POSSIBLY DUE TO
 AN2201'IMPROVEMENT OF HIGHWAY 99.  THIS STATION WAS USED AS THE ANTENNA
 AN2201'SITE FOR GEOCEIVER STATION 51035.  DUE TO CHANGES, A COMPLETE NEW
 AN2201'DESCRIPTION FOLLOWS--
 AN2201'
 AN2201'THE STATION IS LOCATED ABOUT 0.3 MILES WEST OF THE JUNCTION OF U.S.
 AN2201'HIGHWAY 181 AND FARM ROAD 99 AT THE SOUTHWEST EDGE OF KARNES CITY.
 AN2201'
 AN2201'TO REACH THE STATION FROM KARNES CITY COURTHOUSE, GO WEST ON
 AN2201'BUSINESS 181 FOR 0.55 MILES TO THE INTERSECTION OF 181 AND BUSINESS
 AN2201'181.  TURN LEFT AND GO SOUTH ON 181 FOR 0.5 MILES.  TURN RIGHT AND
 AN2201'GO WEST ON 99 FOR 0.5 MILES.  TURN LEFT AND FOLLOW THE FARM DRIVE
 AN2201'SOUTH AND EAST 0.15 MILES TO A HOUSE WITH LIGHT GREEN SIDING.
 AN2201'CONTINUE ON THE FARM LANE SOUTHEAST FOR 0.02 MILES TO A FENCE ON
 AN2201'THE LEFT AND THE STATION 4.9 METERS EAST OF THAT FENCE.
 AN2201'
 AN2201'THE STATION MARK IS AN IRON PIPE SET IN A CONCRETE POST THAT IS
 AN2201'FLUSH WITH THE GROUND AND HAS A NAIL IN THE CENTER OF THE PIPE.  IT
 AN2201'IS 41.2 METERS WEST OF A 16 INCH MESQUITE TREE, 31.05 METERS
 AN2201'SOUTH-SOUTHWEST FROM THE SOUTH CORNER OF A SHED, 4.9 METERS EAST
 AN2201'FROM A FENCE LINE.
 AN2201'
 AN2201'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED KARNES
 AN2201'NO. 2 1904 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 AN2201'ABOVE GROUND.  IT IS 3 FEET SOUTH-SOUTHWEST OF A TOOL SHED.
 AN2201'
 AN2201'REFERENCE MARK 3 IS A STANDARD REFERENCE-MARK DISK, STAMPED KARNES
 AN2201'NO. 3 1904 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 AN2201'ABOVE GROUND.  IT IS APPROXIMATELY 13 METERS SOUTHWEST OF A 16 INCH
 AN2201'MESQUITE TREE.
 AN2201'
 AN2201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILES SOUTHWEST
 AN2201'OF KARNES CITY.
 AN2201
 AN2201                          STATION RECOVERY (1986)
 AN2201
 AN2201'RECOVERED 1986
 AN2201'RECOVERED IN GOOD CONDITION.
 AN2201
 AN2201                          STATION RECOVERY (1992)
 AN2201
 AN2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AN2201'STATION IS LOCATED ABOUT 65 KM (40.40 MI) SOUTHEAST OF SAN ANTONIO, 55
 AN2201'KM (34.15 MI) NORTH OF BEEVILLE, 0.5 KM (0.30 MI) WEST OF KARNES
 AN2201'CITY, ON TOP OF A ROUNDED GRASSY HILL AND IN THE CENTER OF A GRAVEL
 AN2201'DRIVE. OWNERSHIP--KATHRYN SALGE, PHONE 210 780 3613.
 AN2201'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 181, BUSINESS HIGHWAY 181
 AN2201'EAST, AND FARM ROAD 1144 WEST ON THE WEST SIDE OF KARNES CITY, GO
 AN2201'SOUTH ON HIGHWAY 181 FOR 0.77 KM (0.45 MI) TO THE JUNCTION OF FARM
 AN2201'ROAD 99. TURN RIGHT, WEST, ON FARM ROAD 99 FOR 0.68 KM (0.40 MI) TO A
 AN2201'GRAVEL DRIVE ON THE LEFT ABOUT HALFWAY THROUGH A CURVE AND A SIGN -EL
 AN2201'OSO WATER SUPPLY SYSTEM-.  TURN LEFT, SOUTHEAST, UPHILL ON THE GRAVEL
 AN2201'DRIVE FOR 0.12 KM (0.05 MI) TO THE STATION ABOUT 10 M (32.8 FT)
 AN2201'BEFORE REACHING A GATE.
 AN2201'STATION IS AN IRON PIPE SET IN A CONCRETE POST WITH A NAIL IN THE
 AN2201'CENTER OF THE PIPE WITH A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED
 AN2201'BY CONCRETE SET 5 CM BELOW GROUND.  IT IS 12.8 M (42.0 FT) NORTH FROM
 AN2201'THE WEST GATE POST OF THE PERIMETER FENCE FOR THE EL OSO WATER SUPPLY
 AN2201'CORPORATION, 12.7 M (41.7 FT) NORTHWEST FROM A STEEL POWER BOX AT
 AN2201'EAST GATE POST OF THE PERIMETER FENCE, AND 25.0 M (82.0 FT)
 AN2201'SOUTH-SOUTHEAST FROM A POWERPOLE WITH TRANSFORMER AND GUY WIRE NEAR A
 AN2201'HOUSE.
 AN2201
 AN2201                          STATION RECOVERY (1993)
 AN2201
 AN2201'RECOVERED 1993
 AN2201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2391 ***********************************************************************
 AN2391  SACS        -  This is a Secondary Airport Control Station.
 AN2391  DESIGNATION -  KARPORT
 AN2391  PID         -  AN2391
 AN2391  STATE/COUNTY-  TX/KARNES
 AN2391  USGS QUAD   -  KENEDY (1987)
 AN2391
 AN2391                         *CURRENT SURVEY CONTROL
 AN2391  ___________________________________________________________________
 AN2391* NAD 83(1993)-  28 49 38.28145(N)    097 51 57.24924(W)     ADJUSTED  
 AN2391* NAVD 88     -        87.17   (meters)     286.0    (feet)  GPS OBS   
 AN2391  ___________________________________________________________________
 AN2391  X           -    -765,313.435 (meters)                     COMP
 AN2391  Y           -  -5,539,529.774 (meters)                     COMP
 AN2391  Z           -   3,057,175.324 (meters)                     COMP
 AN2391  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AN2391  ELLIP HEIGHT-          60.60  (meters)          (01/31/01) GPS OBS
 AN2391  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AN2391
 AN2391  HORZ ORDER  -  FIRST
 AN2391  ELLP ORDER  -  FIFTH     CLASS I
 AN2391
 AN2391.This mark is at Karnes Co (2R9) Airport (2R9)
 AN2391
 AN2391.The horizontal coordinates were established by GPS observations
 AN2391.and adjusted by the National Geodetic Survey in February 1997..
 AN2391
 AN2391.The orthometric height was determined by GPS observations and a
 AN2391.high-resolution geoid model.
 AN2391
 AN2391.GPS derived orthometric heights for airport stations designated as
 AN2391.PACS or SACS are published to 2 decimal places.  This maintains
 AN2391.centimeter relative accuracy between the PACS and SACS.  It does
 AN2391.not indicate centimeter accuracy relative to other marks which are
 AN2391.part of the NAVD 88 network.
 AN2391
 AN2391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2391
 AN2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2391
 AN2391.The ellipsoidal height was determined by GPS observations
 AN2391.and is referenced to NAD 83.
 AN2391
 AN2391.The geoid height was determined by GEOID03.
 AN2391
 AN2391;                    North         East     Units Scale Factor Converg.
 AN2391;SPC TXSC     - 4,110,695.926   710,675.838   MT  0.99990221   +0 33 20.2
 AN2391;SPC TXSC     -13,486,508.22  2,331,608.98   sFT  0.99990221   +0 33 20.2
 AN2391;UTM  14      - 3,189,380.281   610,648.016   MT  0.99975108   +0 32 48.8
 AN2391
 AN2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2391!SPC TXSC     -   0.99999048  x   0.99990221  =   0.99989269
 AN2391!UTM  14      -   0.99999048  x   0.99975108  =   0.99974156
 AN2391
 AN2391:                Primary Azimuth Mark                     Grid Az
 AN2391:SPC TXSC     -  KARPORT AZ MK                            168 41 15.6
 AN2391:UTM  14      -  KARPORT AZ MK                            168 41 47.0
 AN2391
 AN2391|---------------------------------------------------------------------|
 AN2391| PID    Reference Object                     Distance      Geod. Az  |
 AN2391|                                                           dddmmss.s |
 AN2391| AN2392 KARPORT AZ MK                       APPROX. 0.7 KM 1691435.8 |
 AN2391|---------------------------------------------------------------------|
 AN2391
 AN2391                          SUPERSEDED SURVEY CONTROL
 AN2391
 AN2391  ELLIP H (02/03/97)   60.73   (m)                       GP(       ) 5 1
 AN2391  NAD 83(1993)-  28 49 38.28372(N)    097 51 57.25203(W) AD(       ) 3
 AN2391  ELLIP H (02/16/96)   60.70   (m)                       GP(       ) 5 1
 AN2391  NAD 83(1986)-  28 49 38.29083(N)    097 51 57.23524(W) AD(       ) 3
 AN2391  NAD 27      -  28 49 37.38933(N)    097 51 56.21535(W) AD(       ) 3
 AN2391  NGVD 29 (12/08/88)   87.3    (m)          286.     (f) GPS OBS        
 AN2391
 AN2391.Superseded values are not recommended for survey control.
 AN2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2391.See file dsdata.txt to determine how the superseded data were derived.
 AN2391
 AN2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1064889380(NAD 83)
 AN2391_MARKER: I = METAL ROD
 AN2391_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN2391_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN2391_STAMPING: KARPORT 1988
 AN2391_MARK LOGO: NGS   
 AN2391_PROJECTION: FLUSH
 AN2391_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2391+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1995
 AN2391_ROD/PIPE-DEPTH: 8.1  meters
 AN2391_SLEEVE-DEPTH  : 1.0 meters
 AN2391
 AN2391  HISTORY     - Date     Condition        Report By
 AN2391  HISTORY     - 1988     MONUMENTED       NGS
 AN2391  HISTORY     - 19950126 GOOD             NGS
 AN2391  HISTORY     - 19990915 GOOD             TXDOT
 AN2391
 AN2391                          STATION DESCRIPTION
 AN2391
 AN2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AN2391'THE STATION IS LOCATED ABOUT 4.83 KM (3.00 MI) NORTHWEST OF KENEDY AT
 AN2391'THE KENEDY-KARNES COUNTY AIRPORT.  OWNERSHIP--CITY OF KENEDY, C/O RON
 AN2391'HYDE, P.O. BOX DRAWER 569, KARNES TX. 78119.  TELEPHONE NUMBER IS
 AN2391'512-583-9897.
 AN2391'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 181 AND STATE
 AN2391'HIGHWAY 72 IN KENEDY.  GO NORTH ON U.S. HIGHWAY 181 FOR 1.6 KM
 AN2391'(1.00 MI) TO THE AIRPORT ENTRANCE ROAD, ON THE LEFT.  TURN LEFT ON THE
 AN2391'ENTRANCE ROAD FOR 0.5 KM (0.30 MI) TO THE OFFICE BUILDING.  GO
 AN2391'NORTHWEST, FROM THE OFFICE, ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO
 AN2391'A CONNECTOR TO THE RUNWAY. TURN LEFT, WEST ON THE CONNECTOR FOR ABOUT
 AN2391'25 M (82.0 FT) TO THE STATION ON THE LEFT.
 AN2391'THE STATION IS SET 15.5 M (50.9 FT) EAST OF THE CENTERLINE OF THE
 AN2391'RUNWAY, 13.8 M (45.3 FT) SOUTH OF THE CENTERLINE OF THE CONNECTOR,
 AN2391'3.5 M (11.5 FT) SOUTH-SOUTHEAST OF TAXI LIGHT NUMBER 46 AND 3.3 M
 AN2391'(10.8 FT) EAST-SOUTHEAST OF TAXI LIGHT NUMBER 45.
 AN2391'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AN2391'DESCRIBED BY B.L.L.
 AN2391
 AN2391                          STATION RECOVERY (1995)
 AN2391
 AN2391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AN2391'THE STATION IS LOCATED ABOUT 4.83 KM (3.00 MI) NORTHWEST OF KENEDY AT
 AN2391'THE KARNES COUNTY AIRPORT.  OWNERSHIP--CITY OF KENEDY, C/O RON HYDE,
 AN2391'P.O.  BOX DRAWER 569, KERNES, TX 78119.  PHONE (512) 583-9897.  TO
 AN2391'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 181 AND STATE
 AN2391'HIGHWAY 72 IN KENEDY.  GO NORTH ON U.S.  HIGHWAY 181 FOR 1.6 KM (1.00
 AN2391'MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT ON THE AIRPORT
 AN2391'ENTRANCE FOR 0.5 KM (0.30 MI) TO THE AIRPORT OFFICE ON THE RIGHT.
 AN2391'PROCEED NORTHWEST ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO A
 AN2391'CONNECTING TAXIWAY.  TURN LEFT, WEST ON THE CONNECTING TAXIWAY FOR 25
 AN2391'M (82.0 FT) TO THE STATION ON THE TURN.  THE STATION IS LOCATED 15.5 M
 AN2391'(50.9 FT) EAST OF THE CENTERLINE OF THE RUNWAY, 13.8 M (45.3 FT) SOUTH
 AN2391'OF THE CENTERLINE OF THE CONNECTING TAXIWAY, 3.5 M (11.5 FT)
 AN2391'SOUTH-SOUTHEAST OF TAXIWAY LIGHT NUMBER 46 AND 3.3 M (10.8 FT)
 AN2391'EAST-SOUTHEAST OF TAXIWAY LIGHT NUMBER 45.
 AN2391
 AN2391                          STATION RECOVERY (1999)
 AN2391
 AN2391'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 AN2391'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2392 ***********************************************************************
 AN2392  SACS        -  This is a Secondary Airport Control Station.
 AN2392  DESIGNATION -  KARPORT AZ MK
 AN2392  PID         -  AN2392
 AN2392  STATE/COUNTY-  TX/KARNES
 AN2392  USGS QUAD   -  KENEDY (1987)
 AN2392
 AN2392                         *CURRENT SURVEY CONTROL
 AN2392  ___________________________________________________________________
 AN2392* NAD 83(1993)-  28 49 15.47702(N)    097 51 52.32985(W)     ADJUSTED  
 AN2392* NAVD 88     -        82.85   (meters)     271.8    (feet)  GPS OBS   
 AN2392  ___________________________________________________________________
 AN2392  X           -    -765,227.116 (meters)                     COMP
 AN2392  Y           -  -5,539,879.583 (meters)                     COMP
 AN2392  Z           -   3,056,558.142 (meters)                     COMP
 AN2392  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AN2392  ELLIP HEIGHT-          56.28  (meters)          (01/31/01) GPS OBS
 AN2392  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AN2392
 AN2392  HORZ ORDER  -  FIRST
 AN2392  ELLP ORDER  -  FIFTH     CLASS I
 AN2392
 AN2392.This mark is at Karnes Co (2R9) Airport (2R9)
 AN2392
 AN2392.The horizontal coordinates were established by GPS observations
 AN2392.and adjusted by the National Geodetic Survey in February 1997..
 AN2392
 AN2392.The orthometric height was determined by GPS observations and a
 AN2392.high-resolution geoid model.
 AN2392
 AN2392.GPS derived orthometric heights for airport stations designated as
 AN2392.PACS or SACS are published to 2 decimal places.  This maintains
 AN2392.centimeter relative accuracy between the PACS and SACS.  It does
 AN2392.not indicate centimeter accuracy relative to other marks which are
 AN2392.part of the NAVD 88 network.
 AN2392
 AN2392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AN2392
 AN2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2392
 AN2392.The ellipsoidal height was determined by GPS observations
 AN2392.and is referenced to NAD 83.
 AN2392
 AN2392.The geoid height was determined by GEOID03.
 AN2392
 AN2392;                    North         East     Units Scale Factor Converg.
 AN2392;SPC TXSC     - 4,109,995.244   710,816.005   MT  0.99990319   +0 33 22.6
 AN2392;SPC TXSC     -13,484,209.40  2,332,068.84   sFT  0.99990319   +0 33 22.6
 AN2392;UTM  14      - 3,188,679.683   610,788.054   MT  0.99975147   +0 32 50.8
 AN2392
 AN2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AN2392!SPC TXSC     -   0.99999116  x   0.99990319  =   0.99989435
 AN2392!UTM  14      -   0.99999116  x   0.99975147  =   0.99974263
 AN2392
 AN2392:                Primary Azimuth Mark                     Grid Az
 AN2392:SPC TXSC     -  KARPORT                                  348 41 15.6
 AN2392:UTM  14      -  KARPORT                                  348 41 47.4
 AN2392
 AN2392|---------------------------------------------------------------------|
 AN2392| PID    Reference Object                     Distance      Geod. Az  |
 AN2392|                                                           dddmmss.s |
 AN2392| AN2391 KARPORT                             APPROX. 0.7 KM 3491438.2 |
 AN2392| AB3203 2R9 A                               445.534 METERS 3505219.2 |
 AN2392|---------------------------------------------------------------------|
 AN2392
 AN2392                          SUPERSEDED SURVEY CONTROL
 AN2392
 AN2392  ELLIP H (02/03/97)   56.41   (m)                       GP(       ) 5 1
 AN2392  NAD 83(1993)-  28 49 15.47928(N)    097 51 52.33283(W) AD(       ) 3
 AN2392  ELLIP H (02/16/96)   56.38   (m)                       GP(       ) 5 1
 AN2392  NAD 83(1986)-  28 49 15.48639(N)    097 51 52.31604(W) AD(       ) 3
 AN2392  NAD 27      -  28 49 14.58414(N)    097 51 51.29638(W) AD(       ) 3
 AN2392  NGVD 29 (12/08/88)   83.0    (m)          272.     (f) GPS OBS        
 AN2392
 AN2392.Superseded values are not recommended for survey control.
 AN2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2392.See file dsdata.txt to determine how the superseded data were derived.
 AN2392
 AN2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1078888680(NAD 83)
 AN2392_MARKER: I = METAL ROD
 AN2392_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AN2392_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AN2392_STAMPING: KARPORT AZ MK 1988
 AN2392_MARK LOGO: NGS   
 AN2392_PROJECTION: FLUSH
 AN2392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AN2392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN2392+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1995
 AN2392_ROD/PIPE-DEPTH: 8.83 meters
 AN2392_SLEEVE-DEPTH  : 1.0 meters
 AN2392
 AN2392  HISTORY     - Date     Condition        Report By
 AN2392  HISTORY     - 1988     MONUMENTED       NGS
 AN2392  HISTORY     - 19950126 GOOD             NGS
 AN2392
 AN2392                          STATION DESCRIPTION
 AN2392
 AN2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AN2392'THE STATION IS LOCATED ABOUT 4.83 KM (3.00 MI) NORTHWEST OF KENEDY AT
 AN2392'THE KENEDY-KARNES COUNTY AIRPORT.  OWNERSHIP--CITY OF KENEDY, C/O RON
 AN2392'HYDE, P.O. BOX DRAWER 569, KARNES TX. 78119.  TELEPHONE NUMBER IS
 AN2392'512-583-9897.
 AN2392'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 181 AND STATE
 AN2392'HIGHWAY 72 IN KENEDY.  GO NORTH ON U.S. HIGHWAY 181 FOR 1.6 KM
 AN2392'(1.00 MI) TO THE AIRPORT ENTRANCE ROAD, ON THE LEFT.  TURN LEFT ON THE
 AN2392'ENTRANCE ROAD FOR 0.5 KM (0.30 MI) TO THE OFFICE BUILDING.  GO
 AN2392'NORTHWEST, FROM THE OFFICE, ACROSS THE APRON, FOR 0.1 KM (0.05 MI) TO
 AN2392'A CONNECTOR TO THE RUNWAY. TURN LEFT, WEST ON THE CONNECTOR FOR ABOUT
 AN2392'25 M (82.0 FT) TO THE JUNCTION WITH THE RUNWAY.TURN LEFT AND GO SOUTH
 AN2392'ALONG THE RUNWAY TO THE RUNWAY END AND THE AZIMUTH MARK NEAR THE
 AN2392'NORTH END OF THE TURN ROUND.
 AN2392'THE STATION IS SET 16.4 M (53.8 FT) EAST OF THE CENTERLINE OF THE
 AN2392'RUNWAY, 6.6 M (21.7 FT) SOUTHEAST OF A RUNWAY LIGHT AND 4.4 M
 AN2392'(14.4 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE TURN AROUND.
 AN2392'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AN2392'DESCRIBED BY B.L.L.
 AN2392
 AN2392                          STATION RECOVERY (1995)
 AN2392
 AN2392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 AN2392'THE STATION IS LOCATED ABOUT 4.83 KM (3.00 MI) NORTHWEST OF KENEDY AT
 AN2392'THE KARNES COUNTY AIRPORT.  OWNERSHIP--CITY OF KENEDY, C/O RON HYDE,
 AN2392'P.O.  BOX DRAWER 569, KERNES, TX 78119.  PHONE (512) 583-9897.  TO
 AN2392'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 181 AND STATE
 AN2392'HIGHWAY 72 IN KENEDY.  GO NORTH ON U.S.  HIGHWAY 181 FOR 1.6 KM (1.00
 AN2392'MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT ON THE AIRPORT
 AN2392'ENTRANCE FOR 0.5 KM (0.30 MI) TO THE AIRPORT OFFICE ON THE RIGHT.
 AN2392'PROCEED NORTHWEST ACROSS THE APRON FOR 0.1 KM (0.05 MI) TO A
 AN2392'CONNECTING TAXIWAY.  TURN LEFT, WEST ON THE CONNECTING TAXIWAY FOR 25
 AN2392'M (82.0 FT) TO THE JUNCTION OF THE RUNWAY.  TURN LEFT AND GO SOUTHERLY
 AN2392'ALONG THE RUNWAY TO THE RUNWAY END AND THE STATION NEAR THE NORTH END
 AN2392'OF THE RUN-UP PAD.  THE STATION IS LOCATED 16.4 M (53.8 FT) EAST OF
 AN2392'THE CENTERLINE OF THE RUNWAY, 6.6 M (21.7 FT) SOUTHEAST OF A RUNWAY
 AN2392'LIGHT AND 4.4 M (14.4 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 AN2392'THE RUN-UP PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1813 ***********************************************************************
 AH1813  DESIGNATION -  KASPER ET
 AH1813  PID         -  AH1813
 AH1813  STATE/COUNTY-  TX/WILSON
 AH1813  USGS QUAD   -  DEWEES (1961)
 AH1813
 AH1813                         *CURRENT SURVEY CONTROL
 AH1813  ___________________________________________________________________
 AH1813* NAD 83(1993)-  29 00 41.27324(N)    098 11 23.27120(W)     ADJUSTED  
 AH1813* NAVD 88     -       138.93   (+/-2cm)     455.8    (feet)  VERTCON   
 AH1813  ___________________________________________________________________
 AH1813  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AH1813  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AH1813
 AH1813  HORZ ORDER  -  THIRD
 AH1813  VERT ORDER  -  THIRD ? (See Below)
 AH1813
 AH1813.The horizontal coordinates were established by classical geodetic methods
 AH1813.and adjusted by the National Geodetic Survey in July 1998..
 AH1813
 AH1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1813.The vertical order pertains to the NGVD 29 superseded value.
 AH1813
 AH1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1813
 AH1813.The geoid height was determined by GEOID03.
 AH1813
 AH1813;                    North         East     Units Scale Factor Converg.
 AH1813;SPC TXSC     - 4,130,842.196   678,926.352   MT  0.99987907   +0 23 48.9
 AH1813;SPC TXSC     -13,552,604.77  2,227,444.21   sFT  0.99987907   +0 23 48.9
 AH1813;UTM  14      - 3,209,526.400   578,906.357   MT  0.99967683   +0 23 34.6
 AH1813
 AH1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1813!SPC TXSC     -   0.99998222  x   0.99987907  =   0.99986129
 AH1813!UTM  14      -   0.99998222  x   0.99967683  =   0.99965905
 AH1813
 AH1813                          SUPERSEDED SURVEY CONTROL
 AH1813
 AH1813  NAD 83(1993)-  29 00 41.25458(N)    098 11 23.25619(W) AD(       ) 3
 AH1813  NGVD 29 (07/28/98)  138.87   (m)          455.6    (f) LEVELING    3  
 AH1813
 AH1813.Superseded values are not recommended for survey control.
 AH1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1813.See file dsdata.txt to determine how the superseded data were derived.
 AH1813
 AH1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT7890609526(NAD 83)
 AH1813_MARKER: DS = TRIANGULATION STATION DISK
 AH1813_PROJECTION: FLUSH
 AH1813
 AH1813  HISTORY     - Date     Condition        Report By
 AH1813  HISTORY     - 1960     MONUMENTED       USGS
 AH1813  HISTORY     - 20050819 MARK NOT FOUND   USPSQD
 AH1813
 AH1813                          STATION DESCRIPTION
 AH1813
 AH1813'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 AH1813'STATION IS LOCATED ABOUT 8.5 MI. (AIRLINE) S. AND 2.5 MI. W. OF
 AH1813'FLORESVILLE, TEXAS, AND ABOUT 4.5 MI. (AIRLINE) AND 7 MI. W. OF POTH,
 AH1813'TEXAS, ON STATE FARM ROAD 541 ABOUT 3.5 MI. NE. OF THE KASPER SCHOOL.
 AH1813'STATION IS 35 FT. S. OF CENTERLINE OF RD. AND 2 FT. N. OF A FENCE.
 AH1813'TO REACH FROM THE POST OFFICE IN FLORESVILLE, TEXAS, PROCEED SE. ON
 AH1813'SECOND STREET FOR 0.1 MI. (ONE BLOCK) TO --D-- STREET.  TURN LEFT AND
 AH1813'PROCEED 0.05 MI. (ONE BLOCK) TO THIRD STREET WHICH IS STATE HIGHWAY
 AH1813'181 LOOP.  TURN RIGHT AND PROCEED SE. FOR 0.45 MI. TO INTERSECTION
 AH1813'WITH STATE HIGHWAY 97.  TURN RIGHT (SW.) AND PROCEED FOR 4.2 MI. TO
 AH1813'THE INTERSECTION WITH FARM ROAD 1344.  TURN LEFT (S.) AND PROCEED 5.45
 AH1813'MI. TO INTERSECTION WITH FARM ROAD 541.  TURN RIGHT (SW.) AND PROCEED
 AH1813'1.3 MI. TO STATION ON LEFT.
 AH1813'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST, STAMPED---
 AH1813'---KASPER ET 1960--- AND PROJECTING 0.2 FT. ABOVE GROUND.
 AH1813
 AH1813                          STATION RECOVERY (2005)
 AH1813
 AH1813'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AH1813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4665 ***********************************************************************
 DH4665  HT_MOD      -  This is a Height Modernization Survey Station.
 DH4665  DESIGNATION -  KASS
 DH4665  PID         -  DH4665
 DH4665  STATE/COUNTY-  TX/SAN PATRICIO
 DH4665  USGS QUAD   -  PORT INGLESIDE (1975)
 DH4665
 DH4665                         *CURRENT SURVEY CONTROL
 DH4665  ___________________________________________________________________
 DH4665* NAD 83(1993)-  27 49 19.67115(N)    097 11 47.04845(W)     ADJUSTED  
 DH4665* NAVD 88     -         3.43   (meters)      11.3    (feet)  GPS OBS   
 DH4665  ___________________________________________________________________
 DH4665  X           -    -707,145.214 (meters)                     COMP
 DH4665  Y           -  -5,600,458.816 (meters)                     COMP
 DH4665  Z           -   2,959,076.335 (meters)                     COMP
 DH4665  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DH4665  ELLIP HEIGHT-         -23.00  (meters)          (07/05/05) GPS OBS
 DH4665  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DH4665
 DH4665  HORZ ORDER  -  A
 DH4665  ELLP ORDER  -  THIRD     CLASS II
 DH4665
 DH4665.The horizontal coordinates were established by GPS observations
 DH4665.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 DH4665
 DH4665.The orthometric height was determined by GPS observations and a
 DH4665.high-resolution geoid model using precise GPS observation and
 DH4665.processing techniques.
 DH4665
 DH4665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4665
 DH4665.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4665
 DH4665.The ellipsoidal height was determined by GPS observations
 DH4665.and is referenced to NAD 83.
 DH4665
 DH4665.The geoid height was determined by GEOID03.
 DH4665
 DH4665;                    North         East     Units Scale Factor Converg.
 DH4665;SPC TX S     - 5,239,479.113   428,431.583   MT  0.99999718   +0 35 30.6
 DH4665;SPC TX S     -17,189,857.72  1,405,612.62   sFT  0.99999718   +0 35 30.6
 DH4665;UTM  14      - 3,078,804.384   677,641.279   MT  0.99998951   +0 50 31.2
 DH4665
 DH4665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4665!SPC TX S     -   1.00000361  x   0.99999718  =   1.00000079
 DH4665!UTM  14      -   1.00000361  x   0.99998951  =   0.99999312
 DH4665
 DH4665                          SUPERSEDED SURVEY CONTROL
 DH4665
 DH4665.No superseded survey control is available for this station.
 DH4665
 DH4665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7764178804(NAD 83)
 DH4665_MARKER: DV = VERTICAL CONTROL DISK
 DH4665_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DH4665_STAMPING: KASS 2005
 DH4665_PROJECTION: FLUSH
 DH4665_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH4665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4665+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 DH4665_ROD/PIPE-DEPTH: 12   meters
 DH4665_SLEEVE-DEPTH  : 1 meters
 DH4665
 DH4665  HISTORY     - Date     Condition        Report By
 DH4665  HISTORY     - 20050218 MONUMENTED       CCTI
 DH4665
 DH4665                          STATION DESCRIPTION
 DH4665
 DH4665'DESCRIBED BY C AND C TECHNOLOGIES INCORPORATED 2005 (JEW)
 DH4665'DESCRIBED BY C AND C TECHNOLOGIES, INC 2005 (JEW) FROM THE
 DH4665'INTERSECTION OF TEXAS STATE  HWY. 361, AND F.M. 1069 (MAIN ST.) IN
 DH4665'INGLESIDE, TEXAS TRAVEL SOUTH, AND EAST ON F.M. 1069 7.9  KM (4.9
 DH4665'MILES) TO THE T INTERSECTION OF F.M. 2725 AND F.M. 1069.  TURN RIGHT
 DH4665'AND CONTINUE ON  F.M. 1069 1.9 KM (1.2 MILES) TO THE END OF THE ROAD
 DH4665'AT THE CORPUS CHRISTI SHIP CHANNEL, A  TANK FARM ON THE RIGHT,  AND
 DH4665'THE MONUMENT ON THE LEFT.  4.66 M (15.3 FT) WEST TO CL FM 1069,  20.18
 DH4665'M (66.2 FT) NORTHWEST TO GATE POST,  20.91 M (68.6 FT) NORTHWEST TO A
 DH4665'POWER POLE,  14.39 M (47.2 FT) NORTHEEAST TO A GAGE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0880 ***********************************************************************
 BM0880  DESIGNATION -  KASTNER
 BM0880  PID         -  BM0880
 BM0880  STATE/COUNTY-  TX/BASTROP
 BM0880  USGS QUAD   -  ELGIN EAST (1982)
 BM0880
 BM0880                         *CURRENT SURVEY CONTROL
 BM0880  ___________________________________________________________________
 BM0880* NAD 83(1993)-  30 17 19.72697(N)    097 15 01.27188(W)     ADJUSTED  
 BM0880* NAVD 88     -       169.7    (meters)     557.     (feet)  VERTCON   
 BM0880  ___________________________________________________________________
 BM0880  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BM0880  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BM0880
 BM0880  HORZ ORDER  -  FIRST
 BM0880
 BM0880.The horizontal coordinates were established by classical geodetic methods
 BM0880.and adjusted by the National Geodetic Survey in February 1996..
 BM0880
 BM0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0880
 BM0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0880
 BM0880.The geoid height was determined by GEOID03.
 BM0880
 BM0880;                    North         East     Units Scale Factor Converg.
 BM0880;SPC TX C     - 3,073,078.916   996,549.874   MT  0.99995850   +1 35 16.5
 BM0880;SPC TX C     -10,082,259.74  3,269,514.04   sFT  0.99995850   +1 35 16.5
 BM0880;UTM  14      - 3,352,084.966   668,271.540   MT  0.99994933   +0 52 57.6
 BM0880
 BM0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0880!SPC TX C     -   0.99997745  x   0.99995850  =   0.99993595
 BM0880!UTM  14      -   0.99997745  x   0.99994933  =   0.99992678
 BM0880
 BM0880|---------------------------------------------------------------------|
 BM0880| PID    Reference Object                     Distance      Geod. Az  |
 BM0880|                                                           dddmmss.s |
 BM0880| CV5323 KASTNER RM 1                         24.368 METERS 01133     |
 BM0880| BM0865 MC DADE BAPTIST CHURCH SPIRE        APPROX. 1.2 KM 0973938.1 |
 BM0880| BM0866 MC DADE MUNICIPAL TANK              APPROX. 1.2 KM 1012024.7 |
 BM0880| BM0867 KASTNER RM A 1967                    33.742 METERS 12107     |
 BM0880| CV5324 KASTNER RM 2                         19.667 METERS 29228     |
 BM0880| BM0881 ELGIN MUNICIPAL TANK                APPROX.13.9 KM 2975910.7 |
 BM0880| CV5322 KASTNER AZ MK                                      3085436.0 |
 BM0880|---------------------------------------------------------------------|
 BM0880
 BM0880                          SUPERSEDED SURVEY CONTROL
 BM0880
 BM0880  NAD 83(1986)-  30 17 19.74704(N)    097 15 01.25432(W) AD(       ) 1
 BM0880  NAD 27      -  30 17 18.98578(N)    097 15 00.28445(W) AD(       ) 1
 BM0880  NGVD 29 (07/19/86)  169.6    (m)          556.     (f) VERT ANG       
 BM0880
 BM0880.Superseded values are not recommended for survey control.
 BM0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0880.See file dsdata.txt to determine how the superseded data were derived.
 BM0880
 BM0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU6827252085(NAD 83)
 BM0880_MARKER: DS = TRIANGULATION STATION DISK
 BM0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BM0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0880+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 BM0880
 BM0880  HISTORY     - Date     Condition        Report By
 BM0880  HISTORY     - 1967     MONUMENTED       CGS
 BM0880  HISTORY     - 1976     GOOD             NGS
 BM0880  HISTORY     - 1986     GOOD
 BM0880  HISTORY     - 19910710 GOOD             USPSQD
 BM0880  HISTORY     - 20040306 GOOD             USPSQD
 BM0880
 BM0880                          STATION DESCRIPTION
 BM0880
 BM0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0880'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF PAIGE, 8 MILES
 BM0880'SOUTHEAST OF ELGIN AND 1/2 MILE NORTHWEST OF MC DADE, ON THE
 BM0880'NORTH SIDE OF U.S. HIGHWAY 290 ON PROPERTY OWNED BY
 BM0880'MR. A.D. KASTNER.
 BM0880'
 BM0880'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND
 BM0880'LOOP 223 ABOUT 0.5 MILE SOUTH OF MC DADE, GO NORTH-NORTHWEST
 BM0880'ON HIGHWAY 290 FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT AND A
 BM0880'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO UPHILL ON DRIVEWAY
 BM0880'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 BM0880'
 BM0880'THE STATION MARK IS A STANDARD DISK STAMPED KASTNER 1967, SET IN
 BM0880'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND FLUSH
 BM0880'WITH THE SURFACE OF THE GROUND.  IT IS 80 FEET NORTH OF THE
 BM0880'CENTER OF HIGHWAY 290, 43 FEET EAST OF A POWER POLE AND 38 FEET
 BM0880'SOUTH-SOUTHWEST OF THE CENTER OF A DRIVEWAY.
 BM0880'
 BM0880'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED KASTNER NO 1
 BM0880'1967, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 BM0880'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BM0880'87 FEET NORTH-NORTHEAST OF THE POWER POLE, 18 FEET NORTH OF THE
 BM0880'CENTER OF THE DRIVEWAY AND 1 FOOT SOUTH OF A CORNER FENCE POST.
 BM0880'
 BM0880'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED KASTNER NO 2
 BM0880'1967, SET IN TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 BM0880'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 BM0880'77 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 59 FEET
 BM0880'NORTH OF THE CENTER OF HIGHWAY 290 AND 22 FEET WEST OF THE
 BM0880'POWER POLE.
 BM0880'
 BM0880'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KASTNER 1967, SET IN
 BM0880'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND PROJECTS
 BM0880'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 65 FEET NORTH
 BM0880'OF THE CENTER OF HIGHWAY 290, 5 FEET WEST-SOUTHWEST OF A TELEPHONE
 BM0880'POLE AND 2 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 BM0880'
 BM0880'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWEST
 BM0880'ON HIGHWAY 290 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BM0880'
 BM0880'HEIGHT OF LIGHT ABOVE STATION MARK 14.4 METERS.
 BM0880
 BM0880                          STATION RECOVERY (1976)
 BM0880
 BM0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 BM0880'THE STATION MARK, REFERENCE MARKS 1, 2, A AND THE AZIMUTH MARK
 BM0880'WERE RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS
 BM0880'ADEQUATE.  THE DIRECTIONS TO THE MARKS CHECKED BUT A SHORTER
 BM0880'DISTANCE OF 0.023 METER TO REFERENCE MARK 2 AND A LONGER DISTANCE
 BM0880'OF 0.016 METER TO KASTNER RM A. WAS NOTED.
 BM0880'
 BM0880'THE STATION MARK WAS USED AS THE ANTENNA SITE FOR GEOCEIVER
 BM0880'STATION 51153.
 BM0880'
 BM0880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BM0880'1/2 MILE WEST OF MC DADE.
 BM0880
 BM0880                          STATION RECOVERY (1986)
 BM0880
 BM0880'RECOVERED 1986
 BM0880'RECOVERED IN GOOD CONDITION.
 BM0880
 BM0880                          STATION RECOVERY (1991)
 BM0880
 BM0880'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0880'RECOVERED IN GOOD CONDITION.
 BM0880
 BM0880                          STATION RECOVERY (2004)
 BM0880
 BM0880'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 BM0880'STATION AND RM2 RECOVERED IN GOOD CONDITION. RM1 DISK MISSING FROM
 BM0880'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0867 ***********************************************************************
 BM0867  DESIGNATION -  KASTNER RM A 1967
 BM0867  PID         -  BM0867
 BM0867  STATE/COUNTY-  TX/BASTROP
 BM0867  USGS QUAD   -  MC DADE (1982)
 BM0867
 BM0867                         *CURRENT SURVEY CONTROL
 BM0867  ___________________________________________________________________
 BM0867* NAD 83(1993)-  30 17 19.16063(N)    097 15 00.19098(W)     ADJUSTED  
 BM0867* NAVD 88     -       170.0    (meters)     558.     (feet)  VERTCON   
 BM0867  ___________________________________________________________________
 BM0867  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BM0867  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BM0867
 BM0867  HORZ ORDER  -  FIRST
 BM0867
 BM0867.The horizontal coordinates were established by classical geodetic methods
 BM0867.and adjusted by the National Geodetic Survey in February 1996..
 BM0867
 BM0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0867
 BM0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0867
 BM0867.The geoid height was determined by GEOID03.
 BM0867
 BM0867;                    North         East     Units Scale Factor Converg.
 BM0867;SPC TX C     - 3,073,062.284   996,579.231   MT  0.99995854   +1 35 17.1
 BM0867;SPC TX C     -10,082,205.18  3,269,610.36   sFT  0.99995854   +1 35 17.1
 BM0867;UTM  14      - 3,352,067.974   668,300.690   MT  0.99994945   +0 52 58.1
 BM0867
 BM0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0867!SPC TX C     -   0.99997740  x   0.99995854  =   0.99993594
 BM0867!UTM  14      -   0.99997740  x   0.99994945  =   0.99992685
 BM0867
 BM0867:                Primary Azimuth Mark                     Grid Az
 BM0867:SPC TX C     -  YEGUA                                    041 33 10.4
 BM0867:UTM  14      -  YEGUA                                    042 15 29.4
 BM0867
 BM0867|---------------------------------------------------------------------|
 BM0867| PID    Reference Object                     Distance      Geod. Az  |
 BM0867|                                                           dddmmss.s |
 BM0867| BM0864 YEGUA                               APPROX. 8.3 KM 0430827.5 |
 BM0867| BM0865 MC DADE BAPTIST CHURCH SPIRE        APPROX. 1.2 KM 0970054.8 |
 BM0867| BM0866 MC DADE MUNICIPAL TANK              APPROX. 1.2 KM 1004632.9 |
 BM0867| BM0881 ELGIN MUNICIPAL TANK                APPROX.13.9 KM 2975938.6 |
 BM0867| BM0880 KASTNER                              33.742 METERS 30107     |
 BM0867|---------------------------------------------------------------------|
 BM0867
 BM0867                          SUPERSEDED SURVEY CONTROL
 BM0867
 BM0867  NAD 83(1986)-  30 17 19.18058(N)    097 15 00.17319(W) AD(       ) 1
 BM0867  NAD 27      -  30 17 18.41941(N)    097 14 59.20359(W) AD(       ) 1
 BM0867  NGVD 29 (07/19/86)  169.9    (m)          557.     (f) VERT ANG       
 BM0867
 BM0867.Superseded values are not recommended for survey control.
 BM0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0867.See file dsdata.txt to determine how the superseded data were derived.
 BM0867
 BM0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU6830152068(NAD 83)
 BM0867_MARKER: DS = TRIANGULATION STATION DISK
 BM0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0867+STABILITY: SURFACE MOTION
 BM0867
 BM0867  HISTORY     - Date     Condition        Report By
 BM0867  HISTORY     - 1967     MONUMENTED       CGS
 BM0867  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 BM0867
 BM0867                          STATION DESCRIPTION
 BM0867
 BM0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 BM0867'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF PAIGE, 8
 BM0867'MILES SOUTHEAST OF ELGIN, 1/2 MILE NORTHWEST OF MC DADE AND ON
 BM0867'PROPERTY OWNED BY MR. A. D. KASTNER.
 BM0867'
 BM0867'THE STATION IS A STANDARD DISK STAMPED KASTNER RM A 1967, SET
 BM0867'IN TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER AND IS
 BM0867'FLUSH WITH THE GROUND SURFACE.  IT IS 77.5 FEET WEST-NORTHWEST
 BM0867'OF A TELEPHONE POLE, 44 FEET NORTH OF A RIGHT-OF-WAY FENCE AND
 BM0867'CUT BANK, AND 32 FEET SOUTHEAST OF A GATE POST.
 BM0867'
 BM0867'A TRAVERSE CONNECTION WAS MADE TO KASTNER 1967.
 BM0867'
 BM0867'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR KASTNER.
 BM0867
 BM0867                          STATION RECOVERY (2004)
 BM0867
 BM0867'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 BM0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1069 ***********************************************************************
 CU1069  DESIGNATION -  KATE
 CU1069  PID         -  CU1069
 CU1069  STATE/COUNTY-  TX/BORDEN
 CU1069  USGS QUAD   -  MUSHAWAY PEAK (1970)
 CU1069
 CU1069                         *CURRENT SURVEY CONTROL
 CU1069  ___________________________________________________________________
 CU1069* NAD 83(1993)-  32 38 30.07114(N)    101 27 42.10596(W)     ADJUSTED  
 CU1069* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 CU1069  ___________________________________________________________________
 CU1069  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 CU1069  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CU1069
 CU1069  HORZ ORDER  -  SECOND
 CU1069
 CU1069.The horizontal coordinates were established by classical geodetic methods
 CU1069.and adjusted by the National Geodetic Survey in February 1996..
 CU1069
 CU1069.The orthometric height was scaled from a topographic map.
 CU1069
 CU1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1069
 CU1069.The geoid height was determined by GEOID03.
 CU1069
 CU1069;                    North         East     Units Scale Factor Converg.
 CU1069;SPC TXNC     - 2,112,036.695   322,171.776   MT  0.99989805   -1 36 55.1
 CU1069;SPC TXNC     - 6,929,240.39  1,056,991.90   sFT  0.99989805   -1 36 55.1
 CU1069;UTM  14      - 3,614,242.092   269,083.659   MT  1.00025756   -1 19 42.2
 CU1069
 CU1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1069!SPC TXNC     -   0.99988904  x   0.99989805  =   0.99978711
 CU1069!UTM  14      -   0.99988904  x   1.00025756  =   1.00014658
 CU1069
 CU1069:                Primary Azimuth Mark                     Grid Az
 CU1069:SPC TXNC     -  KATE AZ MK                               011 40 10.2
 CU1069:UTM  14      -  KATE AZ MK                               011 22 57.3
 CU1069
 CU1069|---------------------------------------------------------------------|
 CU1069| PID    Reference Object                     Distance      Geod. Az  |
 CU1069|                                                           dddmmss.s |
 CU1069| CH9698 KATE AZ MK                                         0100315.1 |
 CU1069| CH9699 KATE RM 1                             9.138 METERS 01243     |
 CU1069| CU1074 GAIL FAA MICROWAVE                  APPROX.12.7 KM 0144445.3 |
 CU1069| CH9700 KATE RM 2                             7.537 METERS 18801     |
 CU1069|---------------------------------------------------------------------|
 CU1069
 CU1069                          SUPERSEDED SURVEY CONTROL
 CU1069
 CU1069  NAD 83(1986)-  32 38 30.07749(N)    101 27 42.09768(W) AD(       ) 2
 CU1069  NAD 27      -  32 38 29.68476(N)    101 27 40.62278(W) AD(       ) 2
 CU1069
 CU1069.Superseded values are not recommended for survey control.
 CU1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1069.See file dsdata.txt to determine how the superseded data were derived.
 CU1069
 CU1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB6908414242(NAD 83)
 CU1069_MARKER: DS = TRIANGULATION STATION DISK
 CU1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CU1069
 CU1069  HISTORY     - Date     Condition        Report By
 CU1069  HISTORY     - 1968     MONUMENTED       CGS
 CU1069
 CU1069                          STATION DESCRIPTION
 CU1069
 CU1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1069'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF GAIL, 1-1/2 MILES
 CU1069'NORTH OF THE COLORADO RIVER, ON THE EAST SIDE OF FARM ROAD 669
 CU1069'IN THE RIGHT-OF-WAY.
 CU1069'
 CU1069'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 180 AND
 CU1069'FARM ROAD 669 IN GAIL, GO SOUTH ON FARM ROAD 669 FOR 9.7 MILES
 CU1069'TO A CONCRETE BRIDGE AND THE AZIMUTH MARK IN THE NORTHWEST CORNER
 CU1069'OF THE BRIDGE.  CONTINUE SOUTH ON FARM ROAD 669 FOR 1.35 MILE TO
 CU1069'THE STATION ON THE LEFT.
 CU1069'
 CU1069'THE STATION MARK IS A STANDARD DISK, STAMPED KATE 1968, SET IN
 CU1069'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 CU1069'THE GROUND.  IT IS 48 FEET EAST OF THE CENTER OF FARM ROAD 669,
 CU1069'4.4 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND 2.4 FEET
 CU1069'WEST OF A METAL WITNESS POST IN A FENCE.
 CU1069'
 CU1069'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KATE NO 1 1968,
 CU1069'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 CU1069'FLUSH WITH THE GROUND.  IT IS 48.6 FEET EAST OF THE CENTER OF
 CU1069'FARM ROAD 669, 30 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT
 CU1069'WEST OF THE FENCE.
 CU1069'
 CU1069'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KATE NO 2 1968, SET
 CU1069'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 CU1069'WITH THE GROUND.  IT IS 48.5 FEET EAST OF THE CENTER OF FARM
 CU1069'ROAD 669, 24.8 FEET SOUTH OF THE METAL WITNESS POST AND 1.5 FEET
 CU1069'WEST OF THE FENCE.
 CU1069'
 CU1069'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KATE 1968, CEMENTED
 CU1069'IN A DRILL HOLE IN THE NORTH END OF THE WEST ABUTMENT OF A
 CU1069'CONCRETE BRIDGE.  IT IS 10.6 FEET WEST OF THE CENTER OF FARM
 CU1069'ROAD 669 AND 5 FEET SOUTH OF A REFLECTOR POST.
 CU1069'
 CU1069'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1690 ***********************************************************************
 AB1690  DESIGNATION -  KATHERINE
 AB1690  PID         -  AB1690
 AB1690  STATE/COUNTY-  TX/KENEDY
 AB1690  USGS QUAD   -  ARMSTRONG (1982)
 AB1690
 AB1690                         *CURRENT SURVEY CONTROL
 AB1690  ___________________________________________________________________
 AB1690* NAD 83(1993)-  26 53 58.62781(N)    097 51 48.38098(W)     ADJUSTED  
 AB1690* NAVD 88     -         9.9    (meters)      32.     (feet)  VERTCON   
 AB1690  ___________________________________________________________________
 AB1690  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AB1690  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 AB1690
 AB1690  HORZ ORDER  -  FIRST
 AB1690
 AB1690.The horizontal coordinates were established by classical geodetic methods
 AB1690.and adjusted by the National Geodetic Survey in February 1996..
 AB1690
 AB1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB1690
 AB1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1690
 AB1690.The geoid height was determined by GEOID03.
 AB1690
 AB1690;                    North         East     Units Scale Factor Converg.
 AB1690;SPC TX S     - 5,136,760.044   363,230.958   MT  0.99989635   +0 17 20.4
 AB1690;SPC TX S     -16,852,853.58  1,191,700.23   sFT  0.99989635   +0 17 20.4
 AB1690;UTM  14      - 2,975,823.709   612,868.454   MT  0.99975727   +0 30 51.4
 AB1690
 AB1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB1690!SPC TX S     -   1.00000231  x   0.99989635  =   0.99989866
 AB1690!UTM  14      -   1.00000231  x   0.99975727  =   0.99975958
 AB1690
 AB1690:                Primary Azimuth Mark                     Grid Az
 AB1690:SPC TX S     -  ARMSTRONG RAILROAD WATER TANK            068 56 14.5
 AB1690:UTM  14      -  ARMSTRONG RAILROAD WATER TANK            068 42 43.5
 AB1690
 AB1690|---------------------------------------------------------------------|
 AB1690| PID    Reference Object                     Distance      Geod. Az  |
 AB1690|                                                           dddmmss.s |
 AB1690| AB1689 ARMSTRONG RAILROAD WATER TANK       APPROX. 7.6 KM 0691334.9 |
 AB1690| CV2496 KATHERINE AZ MK                                    1300847.9 |
 AB1690| CV2497 KATHERINE RM                                       17509     |
 AB1690| CV2498 KATHERINE RM 1                       27.269 METERS 17510     |
 AB1690| CV2499 KATHERINE RM 2                       23.211 METERS 25714     |
 AB1690|---------------------------------------------------------------------|
 AB1690
 AB1690                          SUPERSEDED SURVEY CONTROL
 AB1690
 AB1690  NAD 83(1986)-  26 53 58.64017(N)    097 51 48.35064(W) AD(       ) 1
 AB1690  NAD 27      -  26 53 57.44100(N)    097 51 47.35800(W) AD(       ) 1
 AB1690  NGVD 29 (07/19/86)   10.0    (m)           33.     (f) VERT ANG       
 AB1690
 AB1690.Superseded values are not recommended for survey control.
 AB1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1690.See file dsdata.txt to determine how the superseded data were derived.
 AB1690
 AB1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ1286875824(NAD 83)
 AB1690_MARKER: DS = TRIANGULATION STATION DISK
 AB1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AB1690
 AB1690  HISTORY     - Date     Condition        Report By
 AB1690  HISTORY     - 1913     MONUMENTED       CGS
 AB1690  HISTORY     - 1954     GOOD             USGS
 AB1690  HISTORY     - 1956     GOOD             USGS
 AB1690  HISTORY     - 1960     GOOD             CGS
 AB1690
 AB1690                          STATION DESCRIPTION
 AB1690
 AB1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AB1690'STATION IS ABOUT 5 MILES FROM THE RAILROAD WATER TANK AT
 AB1690'ARMSTRONG S 69 DEG 15 MIN W, ON A ROUNDED KNOLL
 AB1690'ON THE ARMSTRONG PASTURES AND ABOUT 1 MILE S OF AN ARTESIAN
 AB1690'WELL WHICH IS ABOUT ON THE LINE TO TURCOTTE FROM THE STATION.
 AB1690'
 AB1690'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 AB1690'DISKS SET IN CONCRETE.
 AB1690'
 AB1690'REFERENCE MARK IS AT THE SAME ELEVATION AS THE STATION AND
 AB1690'280 METERS (89.50 FEET).
 AB1690'
 AB1690'ELEVATION OF STATION, 10.0 METERS (33 FEET).
 AB1690
 AB1690                          STATION RECOVERY (1954)
 AB1690
 AB1690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AB1690'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS
 AB1690'FOLLOWS--
 AB1690'
 AB1690'TO REACH FROM THE RAILROAD STATION AT ARMSTRONG PROCEED W
 AB1690'ALONG TRACK ROAD 0.5 MILES TO Y-JUNCTION.  THENCE ALONG
 AB1690'RIGHT FORK 0.4 MILE TO X-ROAD.  THENCE TURN RIGHT AND GO 1.3
 AB1690'MILES TO E-W FENCE AND GATE.  PASS THRU GATE AND CONTINUE
 AB1690'IN A WESTERLY DIRECTION ALONG TRACK ROAD FOR 1.8 MILES TO
 AB1690'X-ROAD.  THENCE ALONG ROAD S 0.5 MILE TO ARTESIAN WELL AT
 AB1690'FENCE LINE.  CONTINUE SOUTHERLY FOR 1.2 MILES TO SMALL KNOLL
 AB1690'SURMOUNTED BY 3 LARGE LONE MESQUITE TREES.  STATION LIES ON
 AB1690'HIGHEST POINT OF KNOLL.
 AB1690
 AB1690                          STATION RECOVERY (1956)
 AB1690
 AB1690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 AB1690'REVISED DRIVING DESCRIPTION--TO REACH FROM THE STATION AT
 AB1690'ARMSTRONG, TEXAS.  GO WESTERLY ALONG CALICHE ROAD FOR 2.45
 AB1690'MILES TO Y-JUNCTION OF CALICHE ROAD NW ON CALICHE ROAD SW.
 AB1690'GO LEFT SW FOR 2.0 MILES TO Y-JUNCTION OF CALICHE ROAD AND
 AB1690'CALICHE ROAD SW.  GO RIGHT SW FOR 0.8 MILE TO POINT WHERE
 AB1690'ROAD PASSES BETWEEN TWO LAKES AT INTERSECTION OF CALICHE ROAD
 AB1690'AND DIM TRACK ROAD NORTH.  GO RIGHT NORTH 0.7 MILE TO TOP
 AB1690'OF KNOLL.  STATION LIES ABOUT 120 FEET WEST OF ROAD ON HIGHEST
 AB1690'POINT OF KNOLL.
 AB1690
 AB1690                          STATION RECOVERY (1960)
 AB1690
 AB1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 AB1690'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED
 AB1690'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 AB1690'AND DIRECTION TO REFERENCE MARK NO. 1 WERE VERIFIED.  AN
 AB1690'AZIMUTH MARK AND A REFERENCE MARK NO. 2 WERE ESTABLISHED
 AB1690'BY THIS PARTY.
 AB1690'
 AB1690'A DESCRIPTION FOR REFERENCE MARK NO. 2, AZIMUTH MARK AND A
 AB1690'NEW TO REACH THE STATION FOLLOWS--TO REACH THE STATION FROM
 AB1690'THE RAILROAD STATION IN ARMSTRONG, GO SOUTH ON U.S. HIGHWAY
 AB1690'77 FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT,
 AB1690'WEST, GO 0.05 MILE TO A CATTLE GUARD.  CROSS THE CATTLE
 AB1690'GUARD AND CONTINUE WESTERLY ON A CALICHE ROAD FOR 1.85 MILES TO
 AB1690'A SIDE ROAD.  CONTINUE WESTERLY ON THE CALICHE ROAD FOR 0.6
 AB1690'MILE TO A ROAD FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST
 AB1690'ON THE CALICHE ROAD 0.9 MILE TO A CATTLE GUARD.  CROSS THE
 AB1690'CATTLE GUARD AND CONTINUE SOUTHWEST, MAIN ROAD, FOR 1.0
 AB1690'MILE TO THREE ROAD FORKS.  TAKE THE RIGHT FORK AND
 AB1690'CONTINUE, SOUTHWESTERLY, FOR 0.45 MILE TO THE AZIMUTH
 AB1690'MARK ON THE RIGHT.  CONTINUE ON THE MAIN ROAD FOR 0.4 MILE TO
 AB1690'A DIM TRACK ROAD ON THE RIGHT AT A METAL SWIVAL FEED BEN.
 AB1690'TURN RIGHT, NORTHERLY, GO 0.35 MILE TO A SWAMPY AREA.  (A
 AB1690'4-WHEEL DRIVE TRUCK IS NEEDED TO CONTINUE TO STATION.)
 AB1690'CONTINUE, NORTHERLY, ON A DIM TRACK ROAD FOR 0.35 MILE TO
 AB1690'ANOTHER SWAMPY AREA.  CONTINUE, NORTHERLY, FOR 0.05 MILE TO
 AB1690'THE HIGHEST GROUND AND THE STATION.
 AB1690'
 AB1690'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KATHERINE
 AB1690'NO 2 1913, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 AB1690'4 INCHES.  IT IS 36 FEET NORTHWEST OF A 4-INCH TREE AND 1
 AB1690'FOOT SOUTHEAST OF A METAL WITNESS POST.
 AB1690'
 AB1690'AZIMUTH MARK, A STANDARD DISK STAMPED KATHERINE 1913, IS
 AB1690'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 AB1690'IS 42 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD AND
 AB1690'1.5 FEET NORTHWEST OF A METAL WITNESS POST.
 AB1690'
 AB1690'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 AB1690'
 AB1690'THE UNDERGROUND DISK WAS NOT INSPECTED.
 AB1690'
 AB1690'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1226 ***********************************************************************
 CT1226  DESIGNATION -  KATY
 CT1226  PID         -  CT1226
 CT1226  STATE/COUNTY-  TX/SHACKELFORD
 CT1226  USGS QUAD   -  ACAMPO (1987)
 CT1226
 CT1226                         *CURRENT SURVEY CONTROL
 CT1226  ___________________________________________________________________
 CT1226* NAD 83(1993)-  32 43 25.48853(N)    099 29 05.68379(W)     ADJUSTED  
 CT1226* NAVD 88     -       567.     (meters)    1860.     (feet)  SCALED    
 CT1226  ___________________________________________________________________
 CT1226  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 CT1226  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CT1226
 CT1226  HORZ ORDER  -  THIRD
 CT1226
 CT1226.The horizontal coordinates were established by classical geodetic methods
 CT1226.and adjusted by the National Geodetic Survey in February 1996..
 CT1226
 CT1226.The orthometric height was scaled from a topographic map.
 CT1226
 CT1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1226
 CT1226.The geoid height was determined by GEOID03.
 CT1226
 CT1226;                    North         East     Units Scale Factor Converg.
 CT1226;SPC TXNC     - 2,117,652.329   507,682.635   MT  0.99988890   -0 32 13.8
 CT1226;SPC TXNC     - 6,947,664.35  1,665,622.11   sFT  0.99988890   -0 32 13.8
 CT1226;UTM  14      - 3,620,766.115   454,560.660   MT  0.99962546   -0 15 43.7
 CT1226
 CT1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1226!SPC TXNC     -   0.99991550  x   0.99988890  =   0.99980440
 CT1226!UTM  14      -   0.99991550  x   0.99962546  =   0.99954099
 CT1226
 CT1226                          SUPERSEDED SURVEY CONTROL
 CT1226
 CT1226  NAD 83(1986)-  32 43 25.49437(N)    099 29 05.67471(W) AD(       ) 3
 CT1226
 CT1226.Superseded values are not recommended for survey control.
 CT1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1226.See file dsdata.txt to determine how the superseded data were derived.
 CT1226
 CT1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB5456120766(NAD 83)
 CT1226_MARKER: DD = SURVEY DISK
 CT1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT1226+STABILITY: SURFACE MOTION
 CT1226
 CT1226  HISTORY     - Date     Condition        Report By
 CT1226  HISTORY     - 1955     MONUMENTED       USGS
 CT1226  HISTORY     - 20060731 POOR             INDIV
 CT1226
 CT1226                          STATION DESCRIPTION
 CT1226
 CT1226'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CT1226'STATION IS LOCATED ABOUT 3.5 MI. W. AND 1 MI. N. OF THE JUNCTION OF
 CT1226'STATE HIGHWAY 351 AND U.S. HIGHWAY 180 WHICH IS ABOUT 8 MI. SW. OF
 CT1226'ALBANY.  STATION LIES ON A SMALL RIDGE BETWEEN U.S. HIGHWAY 180 AND
 CT1226'RAILROAD WHICH PARALLELS THE RD.  STATION IS 54 FT. S. OF CENTER OF
 CT1226'HIGHWAY AND 30 FT. N. OF RAILROAD.
 CT1226'
 CT1226'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST PROJECTING 2 IN.
 CT1226'ABOVE GROUND, STAMPED---KATY 1955---.
 CT1226'
 CT1226'REFERENCE MARK NO. 1--CHISELED CROSS ON A BURIED BOULDER WHICH IS
 CT1226'S. OF THE RAILROAD TRACK, 3 FT. N. OF FENCE AND 83.38 FT. FROM
 CT1226'STATION MARK BEARING N 30 15 E.
 CT1226'
 CT1226'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN A TELEPHONE POLE,
 CT1226'13.26 FT. FROM STATION BEARING S 36 36 E.
 CT1226
 CT1226                          STATION RECOVERY (2006)
 CT1226
 CT1226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MBD)
 CT1226'RECOVERED THE CONCRETE AND REBAR REMAINS OF THE STATION. I DON'T KNOW
 CT1226'IF THE US GEOLOGICAL SURVEY SET A SUBSURFACE MONUMENT. NO DISK WAS
 CT1226'FOUND TO POSITIVELY CONFIRM THIS STATION'S DEMISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2170 ***********************************************************************
 AW2170  DESIGNATION -  KATY 2
 AW2170  PID         -  AW2170
 AW2170  STATE/COUNTY-  TX/HARRIS
 AW2170  USGS QUAD   -  KATY (1980)
 AW2170
 AW2170                         *CURRENT SURVEY CONTROL
 AW2170  ___________________________________________________________________
 AW2170* NAD 83(1993)-  29 47 14.65968(N)    095 49 22.27254(W)     ADJUSTED  
 AW2170* NAVD 88     -        42.896  (meters)     140.73   (feet)  ADJUSTED  
 AW2170  ___________________________________________________________________
 AW2170  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW2170  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW2170  DYNAMIC HT  -          42.837 (meters)     140.54  (feet)  COMP
 AW2170  MODELED GRAV-     979,274.9   (mgal)                       NAVD 88
 AW2170
 AW2170  HORZ ORDER  -  SECOND
 AW2170  VERT ORDER  -  FIRST     CLASS II
 AW2170
 AW2170.The horizontal coordinates were established by classical geodetic methods
 AW2170.and adjusted by the National Geodetic Survey in February 1996..
 AW2170
 AW2170.The orthometric height was determined by differential leveling
 AW2170.and adjusted by the National Geodetic Survey in June 1991..
 AW2170
 AW2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2170
 AW2170.The geoid height was determined by GEOID03.
 AW2170
 AW2170.The dynamic height is computed by dividing the NAVD 88
 AW2170.geopotential number by the normal gravity value computed on the
 AW2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2170.degrees latitude (g = 980.6199 gals.).
 AW2170
 AW2170.The modeled gravity was interpolated from observed gravity values.
 AW2170
 AW2170;                    North         East     Units Scale Factor Converg.
 AW2170;SPC TXSC     - 4,220,736.978   907,132.096   MT  0.99989432   +1 33 23.5
 AW2170;SPC TXSC     -13,847,534.57  2,976,149.22   sFT  0.99989432   +1 33 23.5
 AW2170;UTM  15      - 3,298,569.846   227,107.568   MT  1.00051894   -1 24 11.6
 AW2170
 AW2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2170!SPC TXSC     -   0.99999759  x   0.99989432  =   0.99989191
 AW2170!UTM  15      -   0.99999759  x   1.00051894  =   1.00051653
 AW2170
 AW2170|---------------------------------------------------------------------|
 AW2170| PID    Reference Object                     Distance      Geod. Az  |
 AW2170|                                                           dddmmss.s |
 AW2170| AW6981 KATY 2 1974 RM 6                    277.134 METERS 09549     |
 AW2170| AW4580 KATY 2 RM 5                          25.983 METERS 21430     |
 AW2170| AW2204 KATY                                 21.881 METERS 27802     |
 AW2170| AW2203 KATY RM 1                                          32613     |
 AW2170| AW4579 KATY 2 RM 4                          22.534 METERS 35719     |
 AW2170|---------------------------------------------------------------------|
 AW2170
 AW2170                          SUPERSEDED SURVEY CONTROL
 AW2170
 AW2170  NAD 83(1986)-  29 47 14.67491(N)    095 49 22.25491(W) AD(       ) 2
 AW2170  NAD 27      -  29 47 13.84790(N)    095 49 21.43236(W) AD(       ) 2
 AW2170  NGVD 29 (12/23/87)   42.884  (m)          140.70   (f) ADJUSTED    1 2
 AW2170
 AW2170.Superseded values are not recommended for survey control.
 AW2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2170.See file dsdata.txt to determine how the superseded data were derived.
 AW2170
 AW2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2710898570(NAD 83)
 AW2170_MARKER: DS = TRIANGULATION STATION DISK
 AW2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2170_SP_SET: CONCRETE POST
 AW2170_STAMPING: KATY 2 1974
 AW2170_MARK LOGO: NGS   
 AW2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2170+STABILITY: SURFACE MOTION
 AW2170
 AW2170  HISTORY     - Date     Condition        Report By
 AW2170  HISTORY     - 1974     MONUMENTED       NGS
 AW2170  HISTORY     - 1974     GOOD             NGS
 AW2170  HISTORY     - 1978     GOOD             NGS
 AW2170  HISTORY     - 1986     GOOD             NGS
 AW2170  HISTORY     - 19940625 GOOD             USPSQD
 AW2170  HISTORY     - 20041027 GOOD             USPSQD
 AW2170
 AW2170                          STATION DESCRIPTION
 AW2170
 AW2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AW2170'THE STATION IS LOCATED IN THE CENTRAL PART OF THE CITY OF KATY, ON
 AW2170'CITY PROPERTY, SOUTHEAST OF THE PROPOSED NEW MUNICIPAL BUILDING,
 AW2170'ALONG THE NORTH SIDE OF SECOND STREET.
 AW2170'
 AW2170'THE STATION MARK IS A STANDARD DISK STAMPED KATY 2 1974, SET IN A
 AW2170'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 150 FEET EAST
 AW2170'OF THE CENTER OF AVENUE C, 38 FEET NORTH OF THE CENTER OF SECOND
 AW2170'STREET, AND 9.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING
 AW2170'WHICH SHALL BECOME THE CITY LIBRARY.
 AW2170'
 AW2170'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED KATY 2 NO 4 1974,
 AW2170'CEMENTED IN A DRILL HOLE IN THE 7 X 7-FOOT CONCRETE BASE OF A CITY
 AW2170'WATER PUMP AND PROJECTING 1-INCH ABOVE GROUND LEVEL.  IT IS 90 FEET
 AW2170'WEST OF THE CENTER PIPE OF A CITY WATER TANK, AND 48 FEET NORTH OF
 AW2170'THE NORTHWEST CORNER OF THE PROPOSED LIBRARY BUILDING.
 AW2170'
 AW2170'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED KATY 2 NO 5 1974,
 AW2170'SET IN A CEMENT SIDEWALK AT THE TIME IT WAS POURED.  IT IS 102
 AW2170'FEET EAST OF CENTER OF AVENUE C, 35 FEET SOUTH OF THE CENTER OF
 AW2170'SECOND STREET, 7.5 FEET NORTH OF THE NORTHWEST CORNER OF A BRICK
 AW2170'BUILDING (BEAUTY SHOPPE), 5 FEET SOUTH OF THE STREET CURB, AND
 AW2170'0.5 FOOT NORTH OF THE SOUTH EDGE OF THE SIDEWALK.
 AW2170'
 AW2170'REFERENCE MARK NO. 6 (AZIMUTH MARK) IS A STANDARD DISK STAMPED KATY
 AW2170'2 NO 6 1974, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AW2170'GROUND.  IT IS 37 FEET SOUTH OF THE CENTER OF SECOND STREET, 20
 AW2170'FEET WEST OF THE CENTER OF EAST AVENUE, 9 FEET SOUTH OF A POWER
 AW2170'POLE, 18 FEET SOUTHEAST OF A STREET SIGN POST, 0.5 FOOT WEST OF THE
 AW2170'WEST CURB OF EAST AVENUE, AND PROJECTS 1-INCH ABOVE THE TOP OF
 AW2170'THE CURB.
 AW2170'
 AW2170'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON SECOND STREET
 AW2170'0.15 MILE TO EAST AVENUE AND THE MARK ON THE RIGHT AS DESCRIBED.
 AW2170'
 AW2170'THE ELEVATION AT THE STATION SITE IS 141 FEET.
 AW2170
 AW2170                          STATION RECOVERY (1974)
 AW2170
 AW2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AW2170'IN KATY.
 AW2170'IN THE CENTRAL PART OF THE CITY OF KATY, ON CITY PROPERTY, SOUTHEAST
 AW2170'OF THE PROPOSED NEW MUNICIPAL BUILDING, 150 FEET EAST OF THE CENTER OF
 AW2170'AVENUE C, 38 FEET NORTH OF THE CENTER OF SECOND STREET, 9.5 FEET SOUTH
 AW2170'OF THE SOUTHWEST CORNER OF THE BUILDING WHICH SHALL BECOME THE CITY
 AW2170'LIBRARY, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 AW2170'THE GROUND.
 AW2170
 AW2170                          STATION RECOVERY (1978)
 AW2170
 AW2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2170'0.1 MILE NORTH ALONG AVENUE A FROM THE STATION IN KATY, AND THENCE
 AW2170'0.1 MILE WEST ALONG SECOND STREET, SET ON CITY PROPERTY, SOUTHWEST
 AW2170'OF AND ON THE SAME BLOCK AS THE WATER TOWER, 37 FEET NORTH OF THE
 AW2170'CENTERLINE OF SECOND STREET, 39 FEET EAST OF THE SOUTHEAST CORNER OF
 AW2170'THE KATY MUNICIPAL COMPLEX, AND 9 FEET WEST OF THE SOUTHWEST CORNER
 AW2170'OF THE KATY LIBRARY.
 AW2170
 AW2170                          STATION RECOVERY (1986)
 AW2170
 AW2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2170'RECOVERED IN GOOD CONDITION.
 AW2170
 AW2170                          STATION RECOVERY (1994)
 AW2170
 AW2170'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2170'RECOVERED IN GOOD CONDITION.
 AW2170
 AW2170                          STATION RECOVERY (2004)
 AW2170
 AW2170'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AW2170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4579 ***********************************************************************
 AW4579  DESIGNATION -  KATY 2 RM 4
 AW4579  PID         -  AW4579
 AW4579  STATE/COUNTY-  TX/HARRIS
 AW4579  USGS QUAD   -  KATY (1980)
 AW4579
 AW4579                         *CURRENT SURVEY CONTROL
 AW4579  ___________________________________________________________________
 AW4579* NAD 83(1986)-  29 47 14.     (N)    095 49 22.     (W)     SCALED    
 AW4579* NAVD 88     -        43.24   (+/-2cm)     141.9    (feet)  VERTCON   
 AW4579  ___________________________________________________________________
 AW4579  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW4579
 AW4579  VERT ORDER  -  THIRD (See Below)
 AW4579
 AW4579.The horizontal coordinates were scaled from a topographic map and have
 AW4579.an estimated accuracy of +/- 6 seconds.
 AW4579
 AW4579.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4579.The vertical order pertains to the NGVD 29 superseded value.
 AW4579
 AW4579.The geoid height was determined by GEOID03.
 AW4579
 AW4579;                    North         East    Units  Estimated Accuracy
 AW4579;SPC TXSC     - 4,220,720.      907,140.      MT  (+/- 180 meters Scaled)
 AW4579
 AW4579                          SUPERSEDED SURVEY CONTROL
 AW4579
 AW4579  NGVD 29 (01/29/03)   43.23   (m)          141.8    (f) RESET       3  
 AW4579
 AW4579.Superseded values are not recommended for survey control.
 AW4579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4579.See file dsdata.txt to determine how the superseded data were derived.
 AW4579
 AW4579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN271985(NAD 83)
 AW4579_MARKER: DR = REFERENCE MARK DISK
 AW4579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4579_SP_SET: BASE
 AW4579_STAMPING: KATY 2 NO 4 1974
 AW4579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW4579+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 AW4579
 AW4579  HISTORY     - Date     Condition        Report By
 AW4579  HISTORY     - 1974     MONUMENTED       NGS
 AW4579  HISTORY     - 1990     GOOD             USPSQD
 AW4579  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AW4579  HISTORY     - 20041027 GOOD             USPSQD
 AW4579
 AW4579                          STATION DESCRIPTION
 AW4579
 AW4579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AW4579'IN KATY.
 AW4579'IN THE CENTRAL PART OF THE CITY OF KATY, ON CITY PROPERTY, ON THE EAST
 AW4579'SIDE OF THE PROPOSED NEW MUNICIPAL BUILDING, 90 FEET WEST OF THE
 AW4579'CENTER PIPE OF A CITY WATER TANK, AND 8 FEET NORTH OF THE NORTHWEST
 AW4579'CORNER OF THE PROPOSED CITY LIBRARY BUILDING, AND SET IN A DRILL HOLE
 AW4579'IN THE 7 X7-FOOT CONCRETE BASE OF A CITY WATER PUMP AND PROJECTING
 AW4579'1-INCH ABOVE GROUND LEVEL.
 AW4579
 AW4579                          STATION RECOVERY (1990)
 AW4579
 AW4579'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW4579'RECOVERED IN GOOD CONDITION.
 AW4579
 AW4579                          STATION RECOVERY (2004)
 AW4579
 AW4579'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4579'MARK NOT FOUND.
 AW4579
 AW4579                          STATION RECOVERY (2004)
 AW4579
 AW4579'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AW4579'LOCATED ON THE SOUTHWEST CORNER OF THE FOUNDATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4580 ***********************************************************************
 AW4580  DESIGNATION -  KATY 2 RM 5
 AW4580  PID         -  AW4580
 AW4580  STATE/COUNTY-  TX/HARRIS
 AW4580  USGS QUAD   -  KATY (1980)
 AW4580
 AW4580                         *CURRENT SURVEY CONTROL
 AW4580  ___________________________________________________________________
 AW4580* NAD 83(1986)-  29 47 14.     (N)    095 49 22.     (W)     SCALED    
 AW4580* NAVD 88     -        42.85   (+/-2cm)     140.6    (feet)  VERTCON   
 AW4580  ___________________________________________________________________
 AW4580  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW4580
 AW4580  VERT ORDER  -  THIRD (See Below)
 AW4580
 AW4580.The horizontal coordinates were scaled from a topographic map and have
 AW4580.an estimated accuracy of +/- 6 seconds.
 AW4580
 AW4580.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4580.The vertical order pertains to the NGVD 29 superseded value.
 AW4580
 AW4580.The geoid height was determined by GEOID03.
 AW4580
 AW4580;                    North         East    Units  Estimated Accuracy
 AW4580;SPC TXSC     - 4,220,720.      907,140.      MT  (+/- 180 meters Scaled)
 AW4580
 AW4580                          SUPERSEDED SURVEY CONTROL
 AW4580
 AW4580  NGVD 29 (01/29/03)   42.84   (m)          140.6    (f) RESET       3  
 AW4580
 AW4580.Superseded values are not recommended for survey control.
 AW4580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4580.See file dsdata.txt to determine how the superseded data were derived.
 AW4580
 AW4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN271985(NAD 83)
 AW4580_MARKER: DR = REFERENCE MARK DISK
 AW4580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4580_SP_SET: SIDEWALK
 AW4580_STAMPING: KATY 2 NO 5 1974
 AW4580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4580
 AW4580  HISTORY     - Date     Condition        Report By
 AW4580  HISTORY     - 1974     MONUMENTED       NGS
 AW4580  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 AW4580
 AW4580                          STATION DESCRIPTION
 AW4580
 AW4580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AW4580'IN KATY.
 AW4580'IN THE CENTRAL PART OF THE CITY OF KATY, SOUTH OF THE PROPOSED NEW
 AW4580'MUNICIPAL BUILDING, 102 FEET EAST OF THE CENTER OF AVENUE C, 35 FEET
 AW4580'SOUTH OF THE CENTER OF SECOND STREET, 7.5 FEET NORTH OF THE NORTHWEST
 AW4580'CORNER OF A BRICK BUILDING (BEAUTY SHOPPE), 5 FEET SOUTH OF THE CURB,
 AW4580'0.5 FOOT NORTH OF THE SOUTH EDGE OF THE SIDEWALK, AND SET IN A CEMENT
 AW4580'SIDEWALK AT THE TIME IT WAS POURED.
 AW4580
 AW4580                          STATION RECOVERY (2004)
 AW4580
 AW4580'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 AW4580'SIDEWALK HAS BEEN REPLACED WITH A WHEELCHAIR ACCESSIBLE CONCRETE
 AW4580'SIDEWALK RAMP WHERE THE MARKER ORIGINALLY EXISTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4480 ***********************************************************************
 AW4480  DESIGNATION -  KATY AZ
 AW4480  PID         -  AW4480
 AW4480  STATE/COUNTY-  TX/HARRIS
 AW4480  USGS QUAD   -  KATY (1980)
 AW4480
 AW4480                         *CURRENT SURVEY CONTROL
 AW4480  ___________________________________________________________________
 AW4480* NAD 83(1986)-  29 47 09.     (N)    095 49 34.     (W)     SCALED    
 AW4480* NAVD 88     -        43.32   (+/-2cm)     142.1    (feet)  VERTCON   
 AW4480  ___________________________________________________________________
 AW4480  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW4480
 AW4480  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW4480
 AW4480.The horizontal coordinates were scaled from a topographic map and have
 AW4480.an estimated accuracy of +/- 6 seconds.
 AW4480
 AW4480.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4480.The vertical order pertains to the NGVD 29 superseded value.
 AW4480
 AW4480.The geoid height was determined by GEOID03.
 AW4480
 AW4480;                    North         East    Units  Estimated Accuracy
 AW4480;SPC TXSC     - 4,220,550.      906,820.      MT  (+/- 180 meters Scaled)
 AW4480
 AW4480                          SUPERSEDED SURVEY CONTROL
 AW4480
 AW4480  NGVD 29 (??/??/92)   43.308  (m)          142.09   (f) ADJ UNCH    1 2
 AW4480
 AW4480.Superseded values are not recommended for survey control.
 AW4480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4480.See file dsdata.txt to determine how the superseded data were derived.
 AW4480
 AW4480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN267984(NAD 83)
 AW4480_MARKER: DZ = AZIMUTH MARK DISK
 AW4480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4480_SP_SET: BRIDGE ABUTMENT
 AW4480_STAMPING: KATY 1952
 AW4480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4480
 AW4480  HISTORY     - Date     Condition        Report By
 AW4480  HISTORY     - 1952     MONUMENTED       CGS
 AW4480  HISTORY     - 1959     GOOD             NGS
 AW4480  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4480  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW4480
 AW4480                          STATION DESCRIPTION
 AW4480
 AW4480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW4480'0.4 MI W FROM KATY.
 AW4480'ABOUT 0.4 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW4480'STATION AT KATY, 14 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 90,
 AW4480'IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF A CONCRETE BRIDGE
 AW4480'OVER BUFFALO BAYOU, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4480
 AW4480                          STATION RECOVERY (1973)
 AW4480
 AW4480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4480'MARK NOT FOUND.
 AW4480
 AW4480                          STATION RECOVERY (1994)
 AW4480
 AW4480'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6980 ***********************************************************************
 AW6980  DESIGNATION -  KATY MAIN MICROWAVE TOWER
 AW6980  PID         -  AW6980
 AW6980  STATE/COUNTY-  TX/HARRIS
 AW6980  USGS QUAD   -  KATY (1980)
 AW6980
 AW6980                         *CURRENT SURVEY CONTROL
 AW6980  ___________________________________________________________________
 AW6980* NAD 83(1993)-  29 48 46.79763(N)    095 48 35.82788(W)     ADJUSTED  
 AW6980* NAVD 88     -                                                        
 AW6980  ___________________________________________________________________
 AW6980  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AW6980  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW6980
 AW6980  HORZ ORDER  -  THIRD
 AW6980
 AW6980.The horizontal coordinates were established by classical geodetic methods
 AW6980.and adjusted by the National Geodetic Survey in February 1996..
 AW6980
 AW6980
 AW6980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6980
 AW6980.The geoid height was determined by GEOID03.
 AW6980
 AW6980;                    North         East     Units Scale Factor Converg.
 AW6980;SPC TXSC     - 4,223,606.635   908,301.577   MT  0.99989794   +1 33 46.2
 AW6980;SPC TXSC     -13,856,949.43  2,979,986.09   sFT  0.99989794   +1 33 46.2
 AW6980;UTM  15      - 3,301,377.013   228,424.499   MT  1.00051008   -1 23 52.4
 AW6980
 AW6980                          SUPERSEDED SURVEY CONTROL
 AW6980
 AW6980  NAD 83(1986)-  29 48 46.81286(N)    095 48 35.81032(W) AD(       ) 4
 AW6980  NAD 27      -  29 48 45.98972(N)    095 48 34.99015(W) AD(       ) 3
 AW6980
 AW6980.Superseded values are not recommended for survey control.
 AW6980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6980.See file dsdata.txt to determine how the superseded data were derived.
 AW6980
 AW6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP2842401377(NAD 83)
 AW6980_MARKER: 45 = MICROWAVE TOWER
 AW6980
 AW6980  HISTORY     - Date     Condition        Report By
 AW6980  HISTORY     - 1968     FIRST OBSERVED   CGS
 AW6980  HISTORY     - 1987     GOOD             USPSQD
 AW6980  HISTORY     - 19940625 GOOD             USPSQD
 AW6980  HISTORY     - 20040326 GOOD             USPSQD
 AW6980
 AW6980                          STATION DESCRIPTION
 AW6980
 AW6980'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6980'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF KATY, 2
 AW6980'NORTH OF INTERSTATE HIGHWAY 10 AND OWNED BY THE AMERICAN TELEGRAPH
 AW6980'AND TELEPHONE COMPANY.
 AW6980'
 AW6980'TO REACH THE STATION FROM THE INTERSECTION OF AVENUE D AND 3RD
 AW6980'STREET IN KATY, GO NORTH ON AVENUE D FOR 1.1 MILES TO A SIDE ROAD
 AW6980'RIGHT.  TURN RIGHT AND GO EAST ON FRANZ ROAD FOR 0.9 MILE TO A
 AW6980'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON THE KATY-HOCKLEY ROAD
 AW6980'FOR 0.9 MILE TO THE STATION ON THE LEFT.
 AW6980'
 AW6980'IT IS A 4 LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 AW6980'RED AND WHITE.  THE TOWER HAS HORN ANTENNAS ON EACH CORNER AND 2
 AW6980'HORN ANTENNAS ON THE EAST FACE OF THE TOWER.  THE OVER-ALL HEIGHT
 AW6980'IS 350 FEET.
 AW6980'
 AW6980'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE TOWER.
 AW6980
 AW6980                          STATION RECOVERY (1987)
 AW6980
 AW6980'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW6980'RECOVERED IN GOOD CONDITION.
 AW6980
 AW6980                          STATION RECOVERY (1994)
 AW6980
 AW6980'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW6980'RECOVERED IN GOOD CONDITION.
 AW6980
 AW6980                          STATION RECOVERY (2004)
 AW6980
 AW6980'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6979 ***********************************************************************
 AW6979  DESIGNATION -  KATY MUNICIPAL TANK
 AW6979  PID         -  AW6979
 AW6979  STATE/COUNTY-  TX/HARRIS
 AW6979  USGS QUAD   -  KATY (1980)
 AW6979
 AW6979                         *CURRENT SURVEY CONTROL
 AW6979  ___________________________________________________________________
 AW6979* NAD 83(1993)-  29 47 15.54109(N)    095 49 21.30777(W)     ADJUSTED  
 AW6979* NAVD 88     -                                                        
 AW6979  ___________________________________________________________________
 AW6979  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW6979  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AW6979
 AW6979  HORZ ORDER  -  THIRD
 AW6979
 AW6979.The horizontal coordinates were established by classical geodetic methods
 AW6979.and adjusted by the National Geodetic Survey in February 1996..
 AW6979
 AW6979
 AW6979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6979
 AW6979.The geoid height was determined by GEOID03.
 AW6979
 AW6979;                    North         East     Units Scale Factor Converg.
 AW6979;SPC TXSC     - 4,220,764.808   907,157.259   MT  0.99989436   +1 33 24.0
 AW6979;SPC TXSC     -13,847,625.87  2,976,231.77   sFT  0.99989436   +1 33 24.0
 AW6979;UTM  15      - 3,298,596.357   227,134.151   MT  1.00051876   -1 24 11.1
 AW6979
 AW6979                          SUPERSEDED SURVEY CONTROL
 AW6979
 AW6979  NAD 83(1986)-  29 47 15.55583(N)    095 49 21.28959(W) AD(       ) 4
 AW6979  NAD 27      -  29 47 14.72766(N)    095 49 20.47220(W) AD(       ) 3
 AW6979
 AW6979.Superseded values are not recommended for survey control.
 AW6979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6979.See file dsdata.txt to determine how the superseded data were derived.
 AW6979
 AW6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN2713498596(NAD 83)
 AW6979_MARKER: 53 = ELEVATED TANK
 AW6979
 AW6979  HISTORY     - Date     Condition        Report By
 AW6979  HISTORY     - 1952     FIRST OBSERVED   CGS
 AW6979  HISTORY     - 1968     GOOD             CGS
 AW6979  HISTORY     - 19931122 GOOD             USPSQD
 AW6979  HISTORY     - 20040326 GOOD             USPSQD
 AW6979
 AW6979                          STATION DESCRIPTION
 AW6979
 AW6979'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6979'THE STATION IS LOCATED NEAR THE CENTER OF THE BLOCK BOUNDED
 AW6979'BY THIRD ST. ON THE NORTH, SECOND ST. ON THE SOUTH, AVENUE
 AW6979'B ON THE EAST AND AVENUE C ON THE WEST IN KATY.
 AW6979'
 AW6979'IT IS A FOUR LEGGED TUBULAR STEEL STRUCTURE SUPPORTING THE
 AW6979'TANK PROPER, HAS A DOME SHAPED ROOF WITH A BALL AT THE APEX
 AW6979'AND AN OVER-ALL HEIGHT OF 135.0 FEET.
 AW6979'
 AW6979'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 AW6979
 AW6979                          STATION RECOVERY (1968)
 AW6979
 AW6979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6979'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1952.
 AW6979'
 AW6979'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
 AW6979
 AW6979                          STATION RECOVERY (1993)
 AW6979
 AW6979'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6979'RECOVERED IN GOOD CONDITION.
 AW6979
 AW6979                          STATION RECOVERY (2004)
 AW6979
 AW6979'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4578 ***********************************************************************
 AW4578  DESIGNATION -  KATY RM 2
 AW4578  PID         -  AW4578
 AW4578  STATE/COUNTY-  TX/HARRIS
 AW4578  USGS QUAD   -  KATY (1980)
 AW4578
 AW4578                         *CURRENT SURVEY CONTROL
 AW4578  ___________________________________________________________________
 AW4578* NAD 83(1986)-  29 47 14.     (N)    095 49 23.     (W)     SCALED    
 AW4578* NAVD 88     -        43.30   (+/-2cm)     142.1    (feet)  VERTCON   
 AW4578  ___________________________________________________________________
 AW4578  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AW4578
 AW4578  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4578
 AW4578.The horizontal coordinates were scaled from a topographic map and have
 AW4578.an estimated accuracy of +/- 6 seconds.
 AW4578
 AW4578.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4578.The vertical order pertains to the NGVD 29 superseded value.
 AW4578
 AW4578.The geoid height was determined by GEOID03.
 AW4578
 AW4578;                    North         East    Units  Estimated Accuracy
 AW4578;SPC TXSC     - 4,220,720.      907,110.      MT  (+/- 180 meters Scaled)
 AW4578
 AW4578                          SUPERSEDED SURVEY CONTROL
 AW4578
 AW4578  NGVD 29 (??/??/92)   43.286  (m)          142.01   (f) ADJ UNCH    2 0
 AW4578
 AW4578.Superseded values are not recommended for survey control.
 AW4578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4578.See file dsdata.txt to determine how the superseded data were derived.
 AW4578
 AW4578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN270985(NAD 83)
 AW4578_MARKER: DR = REFERENCE MARK DISK
 AW4578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4578_STAMPING: KATY NO 2 1952
 AW4578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4578+STABILITY: SURFACE MOTION
 AW4578
 AW4578  HISTORY     - Date     Condition        Report By
 AW4578  HISTORY     - 1952     MONUMENTED       CGS
 AW4578  HISTORY     - 1954     GOOD             NGS
 AW4578  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW4578  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW4578  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AW4578
 AW4578                          STATION DESCRIPTION
 AW4578
 AW4578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 AW4578'IN KATY.
 AW4578'AT KATY, 166 FEET WEST OF A FENCE CORNER, 62.2 FEET NORTHWEST OF
 AW4578'TRIANGULATION STATION KATY 1952, 34 FEET EAST OF THE CENTER LINE OF
 AW4578'AVENUE C, 19 FEET WEST OF A PINE TREE, SET IN THE TOP OF A CONCRETE
 AW4578'POST WHICH IS FLUSH WITH THE GROUND.
 AW4578
 AW4578                          STATION RECOVERY (1973)
 AW4578
 AW4578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW4578'MARK NOT FOUND.
 AW4578
 AW4578                          STATION RECOVERY (1994)
 AW4578
 AW4578'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4578'MARK NOT FOUND.
 AW4578
 AW4578                          STATION RECOVERY (2004)
 AW4578
 AW4578'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2595 ***********************************************************************
 CS2595  DESIGNATION -  KAUFMAN 3
 CS2595  PID         -  CS2595
 CS2595  STATE/COUNTY-  TX/KAUFMAN
 CS2595  USGS QUAD   -  SCURRY (1973)
 CS2595
 CS2595                         *CURRENT SURVEY CONTROL
 CS2595  ___________________________________________________________________
 CS2595* NAD 83(1993)-  32 37 02.97779(N)    096 23 47.20212(W)     ADJUSTED  
 CS2595* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 CS2595  ___________________________________________________________________
 CS2595  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 CS2595  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS2595
 CS2595  HORZ ORDER  -  SECOND
 CS2595
 CS2595.The horizontal coordinates were established by classical geodetic methods
 CS2595.and adjusted by the National Geodetic Survey in February 1996..
 CS2595
 CS2595.The orthometric height was scaled from a topographic map.
 CS2595
 CS2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2595
 CS2595.The geoid height was determined by GEOID03.
 CS2595
 CS2595;                    North         East     Units Scale Factor Converg.
 CS2595;SPC TXNC     - 2,107,413.851   797,395.130   MT  0.99990114   +1 08 50.2
 CS2595;SPC TXNC     - 6,914,073.61  2,616,120.52   sFT  0.99990114   +1 08 50.2
 CS2595;UTM  14      - 3,611,876.654   744,292.772   MT  1.00033596   +1 24 14.7
 CS2595
 CS2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2595!SPC TXNC     -   0.99998122  x   0.99990114  =   0.99988236
 CS2595!UTM  14      -   0.99998122  x   1.00033596  =   1.00031717
 CS2595
 CS2595|---------------------------------------------------------------------|
 CS2595| PID    Reference Object                     Distance      Geod. Az  |
 CS2595|                                                           dddmmss.s |
 CS2595| CY1367 KAUFMAN 3 RM 1                       22.918 METERS 02753     |
 CS2595| CY1368 KAUFMAN 3 RM 2                        8.104 METERS 12801     |
 CS2595| CY1366 KAUFMAN 3 AZ MK                                    2341857.6 |
 CS2595|---------------------------------------------------------------------|
 CS2595
 CS2595                          SUPERSEDED SURVEY CONTROL
 CS2595
 CS2595  NAD 83(1986)-  32 37 02.98506(N)    096 23 47.18579(W) AD(       ) 2
 CS2595  NAD 27      -  32 37 02.50000(N)    096 23 46.25000(W) AD(       ) 2
 CS2595
 CS2595.Superseded values are not recommended for survey control.
 CS2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2595.See file dsdata.txt to determine how the superseded data were derived.
 CS2595
 CS2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB4429311877(NAD 83)
 CS2595_MARKER: DD = SURVEY DISK
 CS2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2595
 CS2595  HISTORY     - Date     Condition        Report By
 CS2595  HISTORY     - 1947     MONUMENTED       USE
 CS2595  HISTORY     - 1955     MARK NOT FOUND   TXHD
 CS2595  HISTORY     - 1961     GOOD             CGS
 CS2595
 CS2595                          STATION DESCRIPTION
 CS2595
 CS2595'DESCRIBED BY US ENGINEERS 1947 (CAG)
 CS2595'THE STATION IS ABOUT 6 MILES NORTH-NORTHWEST OF KAUFMAN,
 CS2595'3 MILES EAST-SOUTHEAST OF CRANDALL, 0.55 MILE NORTHEAST
 CS2595'OF U.S. HIGHWAY NO. 175, 0.1 MILE NORTH OF A GRADED ROAD.
 CS2595'28.5 FEET NORTH OF A TENNANTS HOUSE, 28.2 FEET NORTH-NORTHWEST
 CS2595'OF A FENCE CORNER, AND 29.6 FEET SOUTHEAST OF A FENCE CORNER.
 CS2595'IT IS A USED TRIANGULATION DISK SET IN CONCRETE 14 INCHES
 CS2595'BELOW THE SURFACE OF THE GROUND.  IT IS STAMPED KAUFMAN 3.
 CS2595'
 CS2595'REFERENCE MARK NO. 1 IS 32 FEET SOUTHEAST OF A T FENCE INTERSECTION
 CS2595'AND 2 FEET SOUTH OF A FENCE.  IT PROJECTS 6 INCHES AND IS
 CS2595'STAMPED KAUFMAN 3 USED NO 1 1947.
 CS2595'
 CS2595'REFERENCE MARK NO. 2 IS 7 FEET WEST OF A FENCE CORNER AND 2
 CS2595'FEET NORTH OF THE NORTH SIDE OF A BUILDING.  IT PROJECTS
 CS2595'6 INCHES AND IS STAMPED KAUFMAN 3 USED NO 2 1947.
 CS2595'
 CS2595'AZIMUTH MARK IS 122 FEET NORTHWEST OF GASTONIA WAITING STATION,
 CS2595'36 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 175,
 CS2595'34.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD,
 CS2595'AND 3.7 FEET SOUTHEAST OF A TELEPHONE POLE.  IT PROJECTS 11
 CS2595'INCHES AND IS STAMPED KAUFMAN 3 USED 1947.
 CS2595'
 CS2595'TO REACH THE STATION FROM THE COURT HOUSE IN KAUFMAN,
 CS2595'GO WEST ON U.S. HIGHWAY NO. 175 FOR 6.0 MILES TO AN UNDERPASS,
 CS2595'CONTINUE ON U.S. HIGHWAY NO. 175 FOR 0.2 MILE TO A SIDE ROAD
 CS2595'RIGHT, TURN RIGHT AND GO 0.55 MILE TO MR. PATTONS HOUSE
 CS2595'ON THE LEFT AND THE STATION BEHIND A TENNANTS HOUSE AS DESCRIBED.
 CS2595'
 CS2595'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRADED
 CS2595'ROAD FOR 0.55 MILE TO U.S. HIGHWAY NO. 175, TURN RIGHT ON
 CS2595'U.S. HIGHWAY NO. 175 AND GO 0.15 MILE TO THE AZIMUTH MARK
 CS2595'ON THE LEFT AS DESCRIBED.
 CS2595'
 CS2595'A 100 FOOT SIGNAL AT KAUFMAN IS VISIBLE AT 37 FEET.
 CS2595'
 CS2595'A 100 FOOT SIGNAL AT WARSAW IS VISIBLE AT 37 FEET.
 CS2595'
 CS2595'A 74 FOOT SIGNAL AT CRANDALL IS VISIBLE AT 4 FEET.
 CS2595'
 CS2595'AN 87 FOOT SIGNAL AT TALTY IS VISIBLE AT 4 FEET.
 CS2595'
 CS2595'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2595
 CS2595                          STATION RECOVERY (1955)
 CS2595
 CS2595'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (HWH)
 CS2595'THIS STATION WAS NOT FOUND.  IT WAS EVIDENTLY COVERED UP.
 CS2595'BOTH REFERENCE MARKERS WERE RECOVERED AND WERE IN FAIR CONDITION.
 CS2595'THE FARMER IN WHOSE YARD THIS MARKER WAS SET WAS SURE THE
 CS2595'MARKER WAS STILL THERE BUT WAS COVERED UP.
 CS2595
 CS2595                          STATION RECOVERY (1961)
 CS2595
 CS2595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ABD)
 CS2595'STATION FOUND AS DESCRIBED AND IS STILL 18 INCHES BELOW
 CS2595'GROUND IN A COTTON PATCH.  THE PREVIOUSLY MENTIONED TENANT
 CS2595'HOUSE IS NOW A TOOL SHED.
 CS2595'
 CS2595'REFERENCE MARK NO. 1 HAS BEEN DESTROYED.
 CS2595'
 CS2595'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0102 ***********************************************************************
 CS0102  DESIGNATION -  KAUFMAN 6 USE
 CS0102  PID         -  CS0102
 CS0102  STATE/COUNTY-  TX/KAUFMAN
 CS0102  USGS QUAD   -  KAUFMAN (1963)
 CS0102
 CS0102                         *CURRENT SURVEY CONTROL
 CS0102  ___________________________________________________________________
 CS0102* NAD 83(1993)-  32 34 01.69101(N)    096 19 09.67488(W)     ADJUSTED  
 CS0102* NAVD 88     -       139.395  (meters)     457.33   (feet)  ADJUSTED  
 CS0102  ___________________________________________________________________
 CS0102  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 CS0102  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0102  DYNAMIC HT  -         139.239 (meters)     456.82  (feet)  COMP
 CS0102  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 CS0102
 CS0102  HORZ ORDER  -  THIRD
 CS0102  VERT ORDER  -  SECOND    CLASS 0
 CS0102
 CS0102.The horizontal coordinates were established by classical geodetic methods
 CS0102.and adjusted by the National Geodetic Survey in February 1996..
 CS0102
 CS0102.The orthometric height was determined by differential leveling
 CS0102.and adjusted by the National Geodetic Survey in June 1991..
 CS0102
 CS0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0102
 CS0102.The geoid height was determined by GEOID03.
 CS0102
 CS0102.The dynamic height is computed by dividing the NAVD 88
 CS0102.geopotential number by the normal gravity value computed on the
 CS0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0102.degrees latitude (g = 980.6199 gals.).
 CS0102
 CS0102.The modeled gravity was interpolated from observed gravity values.
 CS0102
 CS0102;                    North         East     Units Scale Factor Converg.
 CS0102;SPC TXNC     - 2,101,978.594   804,744.129   MT  0.99990814   +1 11 21.5
 CS0102;SPC TXNC     - 6,896,241.44  2,640,231.36   sFT  0.99990814   +1 11 21.5
 CS0102;UTM  14      - 3,606,471.785   751,669.294   MT  1.00038109   +1 26 37.4
 CS0102
 CS0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0102!SPC TXNC     -   0.99998209  x   0.99990814  =   0.99989023
 CS0102!UTM  14      -   0.99998209  x   1.00038109  =   1.00036317
 CS0102
 CS0102                          SUPERSEDED SURVEY CONTROL
 CS0102
 CS0102  NAD 83(1986)-  32 34 01.69844(N)    096 19 09.65876(W) AD(       ) 3
 CS0102  NAD 27      -  32 34 01.20800(N)    096 19 08.73200(W) AD(       ) 3
 CS0102  NGVD 29 (??/??/92)  139.396  (m)          457.33   (f) ADJ UNCH    2 0
 CS0102
 CS0102.Superseded values are not recommended for survey control.
 CS0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0102.See file dsdata.txt to determine how the superseded data were derived.
 CS0102
 CS0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5166906472(NAD 83)
 CS0102_MARKER: DD = SURVEY DISK
 CS0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0102+STABILITY: SURFACE MOTION
 CS0102
 CS0102  HISTORY     - Date     Condition        Report By
 CS0102  HISTORY     - 1947     MONUMENTED       USE
 CS0102  HISTORY     - 1948     GOOD             NGS
 CS0102  HISTORY     - 1955     GOOD             TXHD
 CS0102
 CS0102                          STATION DESCRIPTION
 CS0102
 CS0102'DESCRIBED BY US ENGINEERS 1947 (CAG)
 CS0102'THE MARK IS ABOUT 0.75 MILE SW OF STATION KAUFMAN ALONG STATE
 CS0102'ROUTE 34.  IT IS 65 FEET W OF THE HIGHWAY, SET ON THE BANK
 CS0102'OF A SMALL WATER POND.  STATION IS A U.S.E.D. OF GALVESTON
 CS0102'DISTRICT DISK, SET FLUSH WITH THE GROUND SURFACE.  THERE
 CS0102'ARE NO STAMPINGS ON THE DISK.
 CS0102
 CS0102                          STATION RECOVERY (1948)
 CS0102
 CS0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CS0102'1.75 MI SW FROM KAUFMAN.
 CS0102'1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE COURTHOUSE AT
 CS0102'KAUFMAN, ON TOP OF A POND DAM, 340.0 FEET NORTHEAST OF THE NORTHEAST
 CS0102'END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT AND CATTLE
 CS0102'UNDERPASS, 123.0 FEET SOUTHWEST OF A FENCE CORNER, 75.9 FEET SOUTH OF
 CS0102'AN EAST-WEST FENCE, 64.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 CS0102'HIGHWAY, 2.0 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF
 CS0102'A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS0102
 CS0102                          STATION RECOVERY (1955)
 CS0102
 CS0102'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1955 (JRM)
 CS0102'STATION RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0103 ***********************************************************************
 CS0103  DESIGNATION -  KAUFMAN AZ
 CS0103  PID         -  CS0103
 CS0103  STATE/COUNTY-  TX/KAUFMAN
 CS0103  USGS QUAD   -  KAUFMAN (1963)
 CS0103
 CS0103                         *CURRENT SURVEY CONTROL
 CS0103  ___________________________________________________________________
 CS0103* NAD 83(1986)-  32 34 02.     (N)    096 19 05.     (W)     SCALED    
 CS0103* NAVD 88     -       138.357  (meters)     453.93   (feet)  ADJUSTED  
 CS0103  ___________________________________________________________________
 CS0103  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0103  DYNAMIC HT  -         138.202 (meters)     453.42  (feet)  COMP
 CS0103  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 CS0103
 CS0103  VERT ORDER  -  SECOND    CLASS 0
 CS0103
 CS0103.The horizontal coordinates were scaled from a topographic map and have
 CS0103.an estimated accuracy of +/- 6 seconds.
 CS0103
 CS0103.The orthometric height was determined by differential leveling
 CS0103.and adjusted by the National Geodetic Survey in June 1991..
 CS0103
 CS0103.The geoid height was determined by GEOID03.
 CS0103
 CS0103.The dynamic height is computed by dividing the NAVD 88
 CS0103.geopotential number by the normal gravity value computed on the
 CS0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0103.degrees latitude (g = 980.6199 gals.).
 CS0103
 CS0103.The modeled gravity was interpolated from observed gravity values.
 CS0103
 CS0103;                    North         East    Units  Estimated Accuracy
 CS0103;SPC TXNC     - 2,101,990.      804,870.      MT  (+/- 180 meters Scaled)
 CS0103
 CS0103                          SUPERSEDED SURVEY CONTROL
 CS0103
 CS0103  NGVD 29 (??/??/92)  138.359  (m)          453.93   (f) ADJ UNCH    2 0
 CS0103
 CS0103.Superseded values are not recommended for survey control.
 CS0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0103.See file dsdata.txt to determine how the superseded data were derived.
 CS0103
 CS0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB517064(NAD 83)
 CS0103_MARKER: DZ = AZIMUTH MARK DISK
 CS0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0103_STAMPING: KAUFMAN 1947
 CS0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0103+STABILITY: SURFACE MOTION
 CS0103
 CS0103  HISTORY     - Date     Condition        Report By
 CS0103  HISTORY     - 1947     MONUMENTED       CGS
 CS0103  HISTORY     - 1948     GOOD             NGS
 CS0103
 CS0103                          STATION DESCRIPTION
 CS0103
 CS0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0103'1.7 MI SW FROM KAUFMAN.
 CS0103'1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE COURTHOUSE AT
 CS0103'KAUFMAN, 0.7 MILE SOUTHWEST OF THE JUNCTION OF U. S. HIGHWAY 175 AND
 CS0103'STATE HIGHWAY 34, 0.2 MILE SOUTHWEST OF A ROAD INTERSECTION, 224.4
 CS0103'FEET NORTHEAST OF THE MOST NORTHERLY CORNER OF A STEEL FENCE
 CS0103'SURROUNDING AN ORCHARD AND A GARDEN, 59.2 FEET SOUTHEAST OF THE CENTER
 CS0103'LINE OF THE HIGHWAY, 0.9 FOOT NORTHWEST OF A FENCE, 2.5 FEET NORTHEAST
 CS0103'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CS0103'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8990 ***********************************************************************
 DF8990  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8990  DESIGNATION -  KAUFMAN CORS ARP
 DF8990  CORS_ID     -  TXKA
 DF8990  PID         -  DF8990
 DF8990  STATE/COUNTY-  TX/KAUFMAN
 DF8990  USGS QUAD   -  KAUFMAN (1963)
 DF8990
 DF8990                         *CURRENT SURVEY CONTROL
 DF8990  ___________________________________________________________________
 DF8990* NAD 83(CORS)-  32 34 18.29701(N)    096 18 51.37206(W)     ADJUSTED  
 DF8990* NAVD 88     -                                                        
 DF8990  ___________________________________________________________________
 DF8990  EPOCH DATE  -        2002.00
 DF8990  X           -    -591,734.430 (meters)                     COMP
 DF8990  Y           -  -5,347,652.024 (meters)                     COMP
 DF8990  Z           -   3,414,094.139 (meters)                     COMP
 DF8990  ELLIP HEIGHT-         117.07  (meters)          (11/??/03) GPS OBS
 DF8990  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 DF8990
 DF8990  HORZ ORDER  -  SPECIAL (CORS)
 DF8990  ELLP ORDER  -  SPECIAL (CORS)
 DF8990
 DF8990.ITRF positions are available for this station.
 DF8990.The coordinates were established by GPS observations
 DF8990.and adjusted by the National Geodetic Survey in November 2003..
 DF8990.The coordinates are valid at the epoch date displayed above.
 DF8990.The epoch date for horizontal control is a decimal equivalence
 DF8990.of Year/Month/Day.
 DF8990
 DF8990
 DF8990.The PID for the CORS L1 Phase Center is DG4082.
 DF8990
 DF8990.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8990
 DF8990.The ellipsoidal height was determined by GPS observations
 DF8990.and is referenced to NAD 83.
 DF8990
 DF8990.The geoid height was determined by GEOID03.
 DF8990
 DF8990;                    North         East     Units Scale Factor Converg.
 DF8990;SPC TXNC     - 2,102,499.899   805,210.775   MT  0.99990746   +1 11 31.5
 DF8990;SPC TXNC     - 6,897,951.75  2,641,762.35   sFT  0.99990746   +1 11 31.5
 DF8990
 DF8990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8990!SPC TXNC     -   0.99998162  x   0.99990746  =   0.99988908
 DF8990
 DF8990                          SUPERSEDED SURVEY CONTROL
 DF8990
 DF8990.No superseded survey control is available for this station.
 DF8990
 DF8990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5213406995(NAD 83)
 DF8990_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8990
 DF8990                          STATION DESCRIPTION
 DF8990
 DF8990'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8990'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8990'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8990'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8990'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8990'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4082 ***********************************************************************
 DG4082  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4082  DESIGNATION -  KAUFMAN CORS L1 PHASE CENTER
 DG4082  CORS_ID     -  TXKA
 DG4082  PID         -  DG4082
 DG4082  STATE/COUNTY-  TX/KAUFMAN
 DG4082  USGS QUAD   -  KAUFMAN (1963)
 DG4082
 DG4082                         *CURRENT SURVEY CONTROL
 DG4082  ___________________________________________________________________
 DG4082* NAD 83(CORS)-  32 34 18.29709(N)    096 18 51.37201(W)     ADJUSTED  
 DG4082* NAVD 88     -                                                        
 DG4082  ___________________________________________________________________
 DG4082  EPOCH DATE  -        2002.00
 DG4082  X           -    -591,734.439 (meters)                     COMP
 DG4082  Y           -  -5,347,652.115 (meters)                     COMP
 DG4082  Z           -   3,414,094.200 (meters)                     COMP
 DG4082  ELLIP HEIGHT-         117.18  (meters)          (11/??/03) GPS OBS
 DG4082  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 DG4082
 DG4082  HORZ ORDER  -  SPECIAL (CORS)
 DG4082  ELLP ORDER  -  SPECIAL (CORS)
 DG4082
 DG4082.ITRF positions are available for this station.
 DG4082.The coordinates were established by GPS observations
 DG4082.and adjusted by the National Geodetic Survey in November 2003..
 DG4082.The coordinates are valid at the epoch date displayed above.
 DG4082.The epoch date for horizontal control is a decimal equivalence
 DG4082.of Year/Month/Day.
 DG4082
 DG4082
 DG4082.The PID for the CORS ARP is DF8990.
 DG4082
 DG4082.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4082
 DG4082.The ellipsoidal height was determined by GPS observations
 DG4082.and is referenced to NAD 83.
 DG4082
 DG4082.The geoid height was determined by GEOID03.
 DG4082
 DG4082;                    North         East     Units Scale Factor Converg.
 DG4082;SPC TXNC     - 2,102,499.901   805,210.776   MT  0.99990746   +1 11 31.5
 DG4082;SPC TXNC     - 6,897,951.76  2,641,762.35   sFT  0.99990746   +1 11 31.5
 DG4082
 DG4082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4082!SPC TXNC     -   0.99998160  x   0.99990746  =   0.99988906
 DG4082
 DG4082                          SUPERSEDED SURVEY CONTROL
 DG4082
 DG4082.No superseded survey control is available for this station.
 DG4082
 DG4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5213406995(NAD 83)
 DG4082_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4082
 DG4082                          STATION DESCRIPTION
 DG4082
 DG4082'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4082'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4082'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4082'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4082'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4082'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2588 ***********************************************************************
 CS2588  DESIGNATION -  KAUFMAN MUNICIPAL TANK
 CS2588  PID         -  CS2588
 CS2588  STATE/COUNTY-  TX/KAUFMAN
 CS2588  USGS QUAD   -  KAUFMAN (1963)
 CS2588
 CS2588                         *CURRENT SURVEY CONTROL
 CS2588  ___________________________________________________________________
 CS2588* NAD 83(1993)-  32 35 27.32384(N)    096 17 58.05833(W)     ADJUSTED  
 CS2588* NAVD 88     -                                                        
 CS2588  ___________________________________________________________________
 CS2588  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CS2588  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CS2588
 CS2588  HORZ ORDER  -  THIRD
 CS2588
 CS2588.The horizontal coordinates were established by classical geodetic methods
 CS2588.and adjusted by the National Geodetic Survey in February 1996..
 CS2588
 CS2588
 CS2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2588
 CS2588.The geoid height was determined by GEOID03.
 CS2588
 CS2588;                    North         East     Units Scale Factor Converg.
 CS2588;SPC TXNC     - 2,104,654.612   806,556.441   MT  0.99990474   +1 12 00.6
 CS2588;SPC TXNC     - 6,905,021.01  2,646,177.26   sFT  0.99990474   +1 12 00.6
 CS2588;UTM  14      - 3,609,157.126   753,470.551   MT  1.00039231   +1 27 19.4
 CS2588
 CS2588                          SUPERSEDED SURVEY CONTROL
 CS2588
 CS2588  NAD 83(1986)-  32 35 27.33103(N)    096 17 58.04249(W) AD(       ) 4
 CS2588  NAD 27      -  32 35 26.84500(N)    096 17 57.11600(W) AD(       ) 3
 CS2588
 CS2588.Superseded values are not recommended for survey control.
 CS2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2588.See file dsdata.txt to determine how the superseded data were derived.
 CS2588
 CS2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5347109157(NAD 83)
 CS2588_MARKER: 53 = ELEVATED TANK
 CS2588
 CS2588  HISTORY     - Date     Condition        Report By
 CS2588  HISTORY     - 1949     FIRST OBSERVED   CGS
 CS2588  HISTORY     - 1962     GOOD             CGS
 CS2588  HISTORY     - 19930428 GOOD             USPSQD
 CS2588
 CS2588                          STATION DESCRIPTION
 CS2588
 CS2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2588'STATION IS LOCATED IN THE NORTHEASTERN SECTION OF THE VILLAGE
 CS2588'OF KAUFMAN, ABOUT 50 PACES NORTH OF STATE ROUTE 34.  STATION
 CS2588'HAS 6 STEEL LEGS, IS ABOUT 120 FEET HIGH AND SILVER IN COLOR.
 CS2588'
 CS2588'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CS2588'
 CS2588'TO REACH FROM THE COURTHOUSE SQUARE IN KAUFMAN GO EASTERLY
 CS2588'ON STATE ROUTE 34 FOR 0.6 MILE TO STATION ON LEFT OR NORTH
 CS2588'SIDE OF ROAD AS DESCRIBED.
 CS2588
 CS2588                          STATION RECOVERY (1962)
 CS2588
 CS2588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ABD)
 CS2588'STATION LOCATED AS DESCRIBED.  IT IS NOW 50 PACES NORTH OF
 CS2588'FORMER STATE ROUTE 34 WHICH IS NOW JUST A REGULAR CITY STREET.
 CS2588
 CS2588                          STATION RECOVERY (1993)
 CS2588
 CS2588'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CS2588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0108 ***********************************************************************
 CS0108  DESIGNATION -  KAUFMAN RM 1
 CS0108  PID         -  CS0108
 CS0108  STATE/COUNTY-  TX/KAUFMAN
 CS0108  USGS QUAD   -  KAUFMAN (1963)
 CS0108
 CS0108                         *CURRENT SURVEY CONTROL
 CS0108  ___________________________________________________________________
 CS0108* NAD 83(1986)-  32 34 27.     (N)    096 18 33.     (W)     SCALED    
 CS0108* NAVD 88     -       133.211  (meters)     437.04   (feet)  ADJUSTED  
 CS0108  ___________________________________________________________________
 CS0108  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0108  DYNAMIC HT  -         133.062 (meters)     436.55  (feet)  COMP
 CS0108  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 CS0108
 CS0108  VERT ORDER  -  SECOND    CLASS 0
 CS0108
 CS0108.The horizontal coordinates were scaled from a topographic map and have
 CS0108.an estimated accuracy of +/- 6 seconds.
 CS0108
 CS0108.The orthometric height was determined by differential leveling
 CS0108.and adjusted by the National Geodetic Survey in June 1991..
 CS0108
 CS0108.The geoid height was determined by GEOID03.
 CS0108
 CS0108.The dynamic height is computed by dividing the NAVD 88
 CS0108.geopotential number by the normal gravity value computed on the
 CS0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0108.degrees latitude (g = 980.6199 gals.).
 CS0108
 CS0108.The modeled gravity was interpolated from observed gravity values.
 CS0108
 CS0108;                    North         East    Units  Estimated Accuracy
 CS0108;SPC TXNC     - 2,102,780.      805,680.      MT  (+/- 180 meters Scaled)
 CS0108
 CS0108                          SUPERSEDED SURVEY CONTROL
 CS0108
 CS0108  NGVD 29 (??/??/92)  133.212  (m)          437.05   (f) ADJ UNCH    2 0
 CS0108
 CS0108.Superseded values are not recommended for survey control.
 CS0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0108.See file dsdata.txt to determine how the superseded data were derived.
 CS0108
 CS0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB526072(NAD 83)
 CS0108_MARKER: DR = REFERENCE MARK DISK
 CS0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0108_STAMPING: KAUFMAN NO 1 1947
 CS0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0108+STABILITY: SURFACE MOTION
 CS0108
 CS0108  HISTORY     - Date     Condition        Report By
 CS0108  HISTORY     - 1947     MONUMENTED       CGS
 CS0108  HISTORY     - 1948     GOOD             NGS
 CS0108
 CS0108                          STATION DESCRIPTION
 CS0108
 CS0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0108'1.0 MI S FROM KAUFMAN.
 CS0108'1.0 MILE SOUTH ALONG STATE HIGHWAY 34 AND U. S. HIGHWAY 175 FROM THE
 CS0108'COURTHOUSE AT KAUFMAN, AT THE JUNCTION OF STATE HIGHWAY 34 AND U. S.
 CS0108'HIGHWAY 175 AND A MACADAM FARM ROAD LEADING SOUTH, 204.1 FEET NORTH OF
 CS0108'THE NORTH CORNER OF SISS DRIVE INN, 103.0 FEET SOUTHEAST OF THE CENTER
 CS0108'LINE OF STATE HIGHWAY 34, 34.0 FEET SOUTHWEST OF THE CENTER LINE OF U.
 CS0108'S. HIGHWAY 175, 38.0 FEET EAST OF THE CENTER LINE OF THE MACADAM FARM
 CS0108'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 CS0108'SURFACE OF THE GROUND.  NOTE-- 204.1 FEET NORTH OF THE NORTH CORNER OF
 CS0108'SISS DRIVE INN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0109 ***********************************************************************
 CS0109  DESIGNATION -  KAUFMAN RM 2
 CS0109  PID         -  CS0109
 CS0109  STATE/COUNTY-  TX/KAUFMAN
 CS0109  USGS QUAD   -  KAUFMAN (1963)
 CS0109
 CS0109                         *CURRENT SURVEY CONTROL
 CS0109  ___________________________________________________________________
 CS0109* NAD 83(1986)-  32 34 27.     (N)    096 18 33.     (W)     SCALED    
 CS0109* NAVD 88     -       132.735  (meters)     435.48   (feet)  ADJUSTED  
 CS0109  ___________________________________________________________________
 CS0109  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CS0109  DYNAMIC HT  -         132.587 (meters)     435.00  (feet)  COMP
 CS0109  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 CS0109
 CS0109  VERT ORDER  -  SECOND    CLASS 0
 CS0109
 CS0109.The horizontal coordinates were scaled from a topographic map and have
 CS0109.an estimated accuracy of +/- 6 seconds.
 CS0109
 CS0109.The orthometric height was determined by differential leveling
 CS0109.and adjusted by the National Geodetic Survey in June 1991..
 CS0109
 CS0109.The geoid height was determined by GEOID03.
 CS0109
 CS0109.The dynamic height is computed by dividing the NAVD 88
 CS0109.geopotential number by the normal gravity value computed on the
 CS0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0109.degrees latitude (g = 980.6199 gals.).
 CS0109
 CS0109.The modeled gravity was interpolated from observed gravity values.
 CS0109
 CS0109;                    North         East    Units  Estimated Accuracy
 CS0109;SPC TXNC     - 2,102,780.      805,680.      MT  (+/- 180 meters Scaled)
 CS0109
 CS0109                          SUPERSEDED SURVEY CONTROL
 CS0109
 CS0109  NGVD 29 (??/??/92)  132.756  (m)          435.55   (f) ADJ UNCH    2 0
 CS0109
 CS0109.Superseded values are not recommended for survey control.
 CS0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0109.See file dsdata.txt to determine how the superseded data were derived.
 CS0109
 CS0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB526072(NAD 83)
 CS0109_MARKER: DR = REFERENCE MARK DISK
 CS0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0109_STAMPING: KAUFMAN NO. 2 1947
 CS0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0109+STABILITY: SURFACE MOTION
 CS0109
 CS0109  HISTORY     - Date     Condition        Report By
 CS0109  HISTORY     - 1947     MONUMENTED       CGS
 CS0109  HISTORY     - 1948     MARK NOT FOUND   NGS
 CS0109
 CS0109                          STATION DESCRIPTION
 CS0109
 CS0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0109'1.0 MI S FROM KAUFMAN.
 CS0109'MARK IS LOCATED 1.0 MILE SOUTH OF THE COURTHOUSE IN KAUFMAN AT THE
 CS0109'JUNCTION FORMED BY U.S. HIGHWAY NO. 175, STATE HIGHWAY NO. 34 AND A
 CS0109'PAVED ROAD LEADING SOUTH, 180 FEET EAST OF THE CENTERLINE OF STATE
 CS0109'HIGHWAY NO. 34, 40 FEET EAST OF A PAVED ROAD LEADING SOUTH, 38 FEET
 CS0109'WEST OF U.S. HIGHWAY NO. 175.  MARK IS A DISK SET IN A CONCRETE POST
 CS0109'WHICH PROJECTS 3 INCHES.
 CS0109
 CS0109                          STATION RECOVERY (1948)
 CS0109
 CS0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CS0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1025 ***********************************************************************
 FL1025  DESIGNATION -  KEAHEY 2
 FL1025  PID         -  FL1025
 FL1025  STATE/COUNTY-  TX/CARSON
 FL1025  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1025
 FL1025                         *CURRENT SURVEY CONTROL
 FL1025  ___________________________________________________________________
 FL1025* NAD 83(1993)-  35 19 27.77888(N)    101 25 01.18246(W)     ADJUSTED  
 FL1025* NAVD 88     -      1060.01   (+/-2cm)    3477.7    (feet)  VERTCON   
 FL1025  ___________________________________________________________________
 FL1025  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FL1025  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1025
 FL1025  HORZ ORDER  -  SECOND
 FL1025  VERT ORDER  -  THIRD (See Below)
 FL1025
 FL1025.The horizontal coordinates were established by classical geodetic methods
 FL1025.and adjusted by the National Geodetic Survey in February 1996..
 FL1025.No horizontal observational check was made to the station.
 FL1025
 FL1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1025.The vertical order pertains to the NGVD 29 superseded value.
 FL1025
 FL1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1025
 FL1025.The geoid height was determined by GEOID03.
 FL1025
 FL1025;                    North         East     Units Scale Factor Converg.
 FL1025;SPC TX N     - 1,146,925.645   207,546.674   MT  0.99991220   +0 02 53.2
 FL1025;SPC TX N     - 3,762,871.89    680,926.05   sFT  0.99991220   +0 02 53.2
 FL1025;UTM  14      - 3,911,697.224   280,297.360   MT  1.00019489   -1 23 53.1
 FL1025
 FL1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1025!SPC TX N     -   0.99983780  x   0.99991220  =   0.99975001
 FL1025!UTM  14      -   0.99983780  x   1.00019489  =   1.00003266
 FL1025
 FL1025:                Primary Azimuth Mark                     Grid Az
 FL1025:SPC TX N     -  KEAHEY 2 AZ MK                           062 52 33.5
 FL1025:UTM  14      -  KEAHEY 2 AZ MK                           064 19 19.8
 FL1025
 FL1025|---------------------------------------------------------------------|
 FL1025| PID    Reference Object                     Distance      Geod. Az  |
 FL1025|                                                           dddmmss.s |
 FL1025| CU8851 KEAHEY 2 AZ MK                                     0625526.7 |
 FL1025| CU8850 KEAHEY AZ MK                                       0651924.1 |
 FL1025| FL1027 KEAHEY 2 RM 1                        14.175 METERS 07002     |
 FL1025| FL1026 KEAHEY RM 1                          14.918 METERS 17752     |
 FL1025| FL1024 KEAHEY                               18.684 METERS 34924     |
 FL1025|---------------------------------------------------------------------|
 FL1025
 FL1025                          SUPERSEDED SURVEY CONTROL
 FL1025
 FL1025  NAD 83(1993)-  35 19 27.78274(N)    101 25 01.17885(W) AD(       ) 2
 FL1025  NAD 83(1986)-  35 19 27.78564(N)    101 25 01.17321(W) AD(       ) 2
 FL1025  NAD 27      -  35 19 27.61000(N)    101 24 59.56600(W) AD(       ) 2
 FL1025  NGVD 29 (01/29/03) 1059.51   (m)         3476.1    (f) RESET       3  
 FL1025
 FL1025.Superseded values are not recommended for survey control.
 FL1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1025.See file dsdata.txt to determine how the superseded data were derived.
 FL1025
 FL1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE8029711697(NAD 83)
 FL1025_MARKER: DS = TRIANGULATION STATION DISK
 FL1025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1025_SP_SET: MONUMENT
 FL1025_STAMPING: KEAHEY 2 1961
 FL1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1025
 FL1025  HISTORY     - Date     Condition        Report By
 FL1025  HISTORY     - 1961     MONUMENTED       CGS
 FL1025  HISTORY     - 1961     GOOD             CGS
 FL1025
 FL1025                          STATION DESCRIPTION
 FL1025
 FL1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WCR)
 FL1025'THIS STATION IS LOCATED IN THE NORTHWEST CORNER OF A CULTIVATED
 FL1025'FIELD, ALONG THE SOUTH SIDE OF U.S. HIGHWAY NO. 60, 1 FOOT
 FL1025'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 16 YARDS EAST OF THE
 FL1025'CENTERLINE OF A GRADED ROAD TO THE SOUTH.  IT IS 6 YARDS EAST
 FL1025'OF THE FENCE CORNER AND IS ABOUT 2-1/2 MILES SOUTHWEST OF
 FL1025'THE CENTER OF PANHANDLE.  STATION IS MARKED WITH A STANDARD
 FL1025'DISK STAMPED KEAHEY 2 1961 IN A CONCRETE MONUMENT WHICH
 FL1025'PROJECTS ABOUT 4 INCHES.
 FL1025'
 FL1025'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST, NORTHEAST OF THE
 FL1025'STATION, IN THE NORTH RIGHT-OF-WAY LINE OF THE HIGHWAY AND
 FL1025'ON THE SOUTH PROPERTY LINE OF THE RAILROAD, ABOUT 100 YARDS
 FL1025'WEST OF A PRIVATE ROAD CROSSING AND IN THE TELEGRAPH POLE
 FL1025'LINE.  A STANDARD DISK STAMPED KEAHEY 2 1961 IN A CONCRETE
 FL1025'MONUMENT WHICH PROJECTS ABOUT 1 INCH.
 FL1025'
 FL1025'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED KEAHEY 2 1961
 FL1025'NO. 1 IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 FL1025'AND IS 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE
 FL1025'AND 6 FEET WEST OF A PIPE LINE.
 FL1025'
 FL1025'REFERENCE MARK NO. 1 1951 IS A STANDARD DISK STAMPED KEAHEY
 FL1025'1951 NO. 1 IN A CONCRETE MONUMENT, 1 FOOT WEST OF THE EAST
 FL1025'FENCE LINE OF THE GRADED ROAD LEADING SOUTH AND IS 11 YARDS
 FL1025'SOUTH OF THE FENCE CORNER AND IS AT THE WEST SIDE OF THE SOUTH
 FL1025'GATE POST OF A WIRE GATE ENTERING THE FIELD.  THE MARK PROJECTS
 FL1025'ABOUT 4 INCHES AND THE ARROW POINTS SOUTH.
 FL1025'
 FL1025'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS NOS.
 FL1025'15 AND 60, IN THE SOUTHWEST PART OF PANHANDLE, GO WEST ON
 FL1025'U.S. NO. 60, 02.1 MILES TO THE INTERSECTION OF A GRADED ROAD
 FL1025'AND THE STATION ON THE LEFT AS DESCRIBED.
 FL1025
 FL1025                          STATION RECOVERY (1961)
 FL1025
 FL1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FL1025'2.5 MI W FROM PANHANDLE.
 FL1025'THIS MARK IS ALONG THE SOUTH SIDE OF U.S. HIGHWAY NO.60, 02.1 MILES
 FL1025'WEST, SOUTHWEST FROM THE INTERSECTION OF HIGHWAYS NOS.15 AND 60 IN THE
 FL1025'SOUTHWEST PART OF PANHANDLE.  IT IS 16 YARDS EAST OF THE CENTERLINE OF
 FL1025'A GRADED ROAD LEADING SOUTH, 6 YARDS EAST OF A FENCE CORNER AD 1 FOOT
 FL1025'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY. A STANDARD
 FL1025'TRIANGULATION STATION DISK STAMPED KEAHEY 2 1961 IN A CONCRETE
 FL1025'MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1027 ***********************************************************************
 FL1027  DESIGNATION -  KEAHEY 2 RM 1
 FL1027  PID         -  FL1027
 FL1027  STATE/COUNTY-  TX/CARSON
 FL1027  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1027
 FL1027                         *CURRENT SURVEY CONTROL
 FL1027  ___________________________________________________________________
 FL1027* NAD 83(1986)-  35 19 27.     (N)    101 25 01.     (W)     SCALED    
 FL1027* NAVD 88     -      1059.98   (+/-2cm)    3477.6    (feet)  VERTCON   
 FL1027  ___________________________________________________________________
 FL1027  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1027
 FL1027  VERT ORDER  -  THIRD (See Below)
 FL1027
 FL1027.The horizontal coordinates were scaled from a topographic map and have
 FL1027.an estimated accuracy of +/- 6 seconds.
 FL1027
 FL1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1027.The vertical order pertains to the NGVD 29 superseded value.
 FL1027
 FL1027.The geoid height was determined by GEOID03.
 FL1027
 FL1027;                    North         East    Units  Estimated Accuracy
 FL1027;SPC TX N     - 1,146,900.      207,550.      MT  (+/- 180 meters Scaled)
 FL1027
 FL1027                          SUPERSEDED SURVEY CONTROL
 FL1027
 FL1027  NGVD 29 (01/29/03) 1059.48   (m)         3476.0    (f) RESET       3  
 FL1027
 FL1027.Superseded values are not recommended for survey control.
 FL1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1027.See file dsdata.txt to determine how the superseded data were derived.
 FL1027
 FL1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE803116(NAD 83)
 FL1027_MARKER: DR = REFERENCE MARK DISK
 FL1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1027_SP_SET: MONUMENT
 FL1027_STAMPING: KEAHEY 2 1961 NO.1
 FL1027_MARK LOGO: CGS   
 FL1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1027
 FL1027  HISTORY     - Date     Condition        Report By
 FL1027  HISTORY     - 1961     MONUMENTED       CGS
 FL1027  HISTORY     - 19610206 GOOD             CGS
 FL1027
 FL1027                          STATION DESCRIPTION
 FL1027
 FL1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FL1027'2.5 MI W FROM PANHANDLE.
 FL1027'ABOUT 2.5 MILES WEST, SOUTHWEST OF PANHANDLE, ALONG THE SOUTH SIDE OF
 FL1027'U.S. HIGHWAY NO.60, 02.1 MILES WEST, SOUTHWEST FROM THE INTERSECTION
 FL1027'OF HIGHWAYS NOS.15 AND 60 IN THE SOUTHWEST PART OF PANHANDLE, 1 FOOT
 FL1027'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, ABOUT 35 YARDS EAST OF THE
 FL1027'CENTERLINE OF A GRADED ROAD LEADING SOUTH FROM THE HIGHWAY AND 46.47
 FL1027'FEET EAST OF TRIANGULATION STATION KEAHEY2 1961. IT IS A STANDARD
 FL1027'REFERENCE DISK STAMPED KEAHEY 2 1961 NO.1 IN A CONCRETE MONUMENT WHICH
 FL1027'PROJECTS ABOUT 4 INCHES.
 FL1027
 FL1027                          STATION RECOVERY (1961)
 FL1027
 FL1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR)
 FL1027'TO REACH STATION FROM THE INTERSECTION OF HIGHWAYS 15 AND 60, IN THE
 FL1027'SOUTHWEST PART OF PANHANDLE, GO WEST ON U.S. HIGHWAY 60, 2.1 MILES,
 FL1027'(3.4 KM) TO THE INTERSECTION OF A GRADED ROAD AND THE STATION ON THE
 FL1027'LEFT, IN A CULTIVATED FIELD ALONG THE SOUTH SIDE OF U.S. HIGHWAY 60.
 FL1027'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED KEAHEY 2 1961 NO.  1
 FL1027'IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND IS 1 FOOT
 FL1027'(0.3 M) NORTH OF THE SOUTH RIGHT-OF-WAY FENCELINE AND 6 FEET (1.8 M)
 FL1027'WEST OF A PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1026 ***********************************************************************
 FL1026  DESIGNATION -  KEAHEY RM 1
 FL1026  PID         -  FL1026
 FL1026  STATE/COUNTY-  TX/CARSON
 FL1026  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1026
 FL1026                         *CURRENT SURVEY CONTROL
 FL1026  ___________________________________________________________________
 FL1026* NAD 83(1986)-  35 19 28.     (N)    101 25 01.     (W)     SCALED    
 FL1026* NAVD 88     -      1060.41   (+/-2cm)    3479.0    (feet)  VERTCON   
 FL1026  ___________________________________________________________________
 FL1026  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 FL1026
 FL1026  VERT ORDER  -  THIRD (See Below)
 FL1026
 FL1026.The horizontal coordinates were scaled from a topographic map and have
 FL1026.an estimated accuracy of +/- 6 seconds.
 FL1026
 FL1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 FL1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FL1026.The vertical order pertains to the NGVD 29 superseded value.
 FL1026
 FL1026.The geoid height was determined by GEOID03.
 FL1026
 FL1026;                    North         East    Units  Estimated Accuracy
 FL1026;SPC TX N     - 1,146,930.      207,550.      MT  (+/- 180 meters Scaled)
 FL1026
 FL1026                          SUPERSEDED SURVEY CONTROL
 FL1026
 FL1026  NGVD 29 (01/29/03) 1059.90   (m)         3477.4    (f) RESET       3  
 FL1026
 FL1026.Superseded values are not recommended for survey control.
 FL1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1026.See file dsdata.txt to determine how the superseded data were derived.
 FL1026
 FL1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE803117(NAD 83)
 FL1026_MARKER: DR = REFERENCE MARK DISK
 FL1026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1026_SP_SET: MONUMENT
 FL1026_STAMPING: KEAHEY 1951 NO.1
 FL1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1026
 FL1026  HISTORY     - Date     Condition        Report By
 FL1026  HISTORY     - 1951     MONUMENTED       CGS
 FL1026  HISTORY     - 1961     GOOD             NGS
 FL1026
 FL1026                          STATION DESCRIPTION
 FL1026
 FL1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FL1026'2.5 MI W FROM PANHANDLE.
 FL1026'THIS MARK IS ABOUT 2.5 MILES WEST, SOUTHWEST FROM PANHANDLE, 2.1 MILES
 FL1026'WEST, SOUTHWEST ALONG U.S. HIGHWAY NO.60 FROM THE MAIN HIGHWAY
 FL1026'INTERSECTION, NOS.15 AND 60 IN THE SOUTHWEST PART OF PANHANDLE, ABOUT
 FL1026'30 FEET EAST OF THE GRADED ROAD LEADING SOUTH FROM THE HIGHWAY, ABOUT
 FL1026'1 FOOT EAST OF THE SOUTH GATE POST OF A WIRE GATE IN THE EAST FENCE
 FL1026'LINE OF THE GRADED ROAD AND ABOUT 11 YARDS SOUTH OF THE FENCE CORNER
 FL1026'IN THE HIGHWAY RIGHT-OF-WAY FENCE.  A TRIANGULATION REFERENCE DISK
 FL1026'STAMPED KEAHEY 1951 NO.1 IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 FL1026'INCHES.  THIS MARK IS ABOUT 49 FEET SOUTHWEST OF TRIANGULATION STATION
 FL1026'KEAHEY 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0716 ***********************************************************************
 AO0716  DESIGNATION -  KEARNY
 AO0716  PID         -  AO0716
 AO0716  STATE/COUNTY-  TX/DIMMIT
 AO0716  USGS QUAD   -  BLOCKER TANK (1982)
 AO0716
 AO0716                         *CURRENT SURVEY CONTROL
 AO0716  ___________________________________________________________________
 AO0716* NAD 83(1993)-  28 18 59.42912(N)    099 29 09.90856(W)     ADJUSTED  
 AO0716* NAVD 88     -       185.3    (meters)     608.     (feet)  VERTCON   
 AO0716  ___________________________________________________________________
 AO0716  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AO0716  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 AO0716
 AO0716  HORZ ORDER  -  FIRST
 AO0716
 AO0716.The horizontal coordinates were established by classical geodetic methods
 AO0716.and adjusted by the National Geodetic Survey in February 1996..
 AO0716
 AO0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0716
 AO0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0716
 AO0716.The geoid height was determined by GEOID03.
 AO0716
 AO0716;                    North         East     Units Scale Factor Converg.
 AO0716;SPC TXSC     - 4,053,650.479   552,327.322   MT  1.00001985   -0 14 17.3
 AO0716;SPC TXSC     -13,299,351.61  1,812,093.89   sFT  1.00001985   -0 14 17.3
 AO0716;UTM  14      - 3,132,360.287   452,346.883   MT  0.99962803   -0 13 50.1
 AO0716
 AO0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0716!SPC TXSC     -   0.99997473  x   1.00001985  =   0.99999458
 AO0716!UTM  14      -   0.99997473  x   0.99962803  =   0.99960277
 AO0716
 AO0716:                Primary Azimuth Mark                     Grid Az
 AO0716:SPC TXSC     -  KEARNY AZ MK                             105 32 32.9
 AO0716:UTM  14      -  KEARNY AZ MK                             105 32 05.7
 AO0716
 AO0716|---------------------------------------------------------------------|
 AO0716| PID    Reference Object                     Distance      Geod. Az  |
 AO0716|                                                           dddmmss.s |
 AO0716| CV5325 KEARNY AZ MK                                       1051815.6 |
 AO0716| AO0714 ARTESIA WELLS RAD MAST              APPROX. 7.7 KM 1055555.0 |
 AO0716| CV5326 KEARNY RM 1                           6.687 METERS 11515     |
 AO0716| CV5327 KEARNY RM 2                          10.873 METERS 27901     |
 AO0716| AO0719 CATARINA STANDPIPE                  APPROX.13.1 KM 2825027.9 |
 AO0716|---------------------------------------------------------------------|
 AO0716
 AO0716                          SUPERSEDED SURVEY CONTROL
 AO0716
 AO0716  NAD 83(1986)-  28 18 59.42664(N)    099 29 09.88530(W) AD(       ) 1
 AO0716  NAD 27      -  28 18 58.44751(N)    099 29 08.74155(W) AD(       ) 1
 AO0716  NGVD 29 (07/19/86)  185.2    (m)          608.     (f) VERT ANG       
 AO0716
 AO0716.Superseded values are not recommended for survey control.
 AO0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0716.See file dsdata.txt to determine how the superseded data were derived.
 AO0716
 AO0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS5234732360(NAD 83)
 AO0716_MARKER: DS = TRIANGULATION STATION DISK
 AO0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0716_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0716
 AO0716  HISTORY     - Date     Condition        Report By
 AO0716  HISTORY     - 1972     MONUMENTED       NGS
 AO0716  HISTORY     - 19760406 MARK NOT FOUND   USGS
 AO0716
 AO0716                          STATION DESCRIPTION
 AO0716
 AO0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AO0716'THE STATION IS ABOUT 15 MILES WEST AND 8-1/2 MILES SOUTH OF COTULLA,
 AO0716'12 MILES WEST AND 2-1/2 MILES NORTH OF ARTESIA WELLS, 7-1/2 MILES
 AO0716'EAST AND 2 MILES SOUTH OF CATARINA AND ON THE SOUTH RIGHT-OF-WAY OF
 AO0716'FARM ROAD 133.
 AO0716'
 AO0716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND FARM
 AO0716'ROAD 133 IN ARTESIA WELLS, GO WEST-NORTHWEST ON FARM ROAD 133 FOR
 AO0716'6.85 MILES TO THE DIMMIT-LA SALLE COUNTY LINE, CONTINUE
 AO0716'WEST-NORTHWEST ON FARM ROAD 133 FOR 4.5 MILES TO A SIDE ROAD RIGHT
 AO0716'AND THE ENTRANCE TO THE LIGHT RANCH.  CONTINUE
 AO0716'WEST-NORTHWEST ON FARM ROAD 133 FOR 0.8 MILE TO THE AZIMUTH MARK ON
 AO0716'THE LEFT, CONTINUE WEST-NORTHWEST ON FARM ROAD 133 FOR 0.6 MILE TO
 AO0716'THE TOP OF A HILL AND THE STATION ON THE LEFT, ATOP A CUT
 AO0716'BANK ABOUT 14 FEET HIGH.
 AO0716'
 AO0716'STATION MARKS ARE STANDARD DISKS, STAMPED KEARNY 1972.  THE SURFACE
 AO0716'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AO0716'THAT IS 6 INCHES UNDERGROUND.  IT IS 75.0 FEET SOUTH OF THE CENTER
 AO0716'OF FARM ROAD 133, 5.9 FEET NORTHEAST OF A WITNESS POST AND 5.6
 AO0716'FEET NORTH OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN
 AO0716'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 AO0716'
 AO0716'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KEARNY NO 1 1972, SET
 AO0716'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0716'WITH THE GROUND.  IT IS 77.0 FEET SOUTH OF THE CENTER OF FARM ROAD
 AO0716'133, 25.2 FEET EAST OF THE WITNESS POST, 1.0 FOOT NORTH OF THE
 AO0716'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0716'
 AO0716'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KEARNY NO 2 1972, SET IN
 AO0716'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AO0716'WITH THE GROUND.  IT IS 78.0 FEET SOUTH OF THE CENTER OF FARM ROAD
 AO0716'133, 32.5 FEET WEST OF THE WITNESS POST, 1.3 FEET NORTH OF THE
 AO0716'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0716'
 AO0716'AZIMUTH MARK IS A STANDARD DISK, STAMPED KEARNY 1972, SET IN THE TOP
 AO0716'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 AO0716'GROUND.  IT IS 74.0 FEET SOUTH OF THE CENTER OF FARM ROAD 133, 2.2
 AO0716'FEET EAST OF A WITNESS POST AND 1.1 FEET NORTH OF A FENCE.
 AO0716'
 AO0716'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 AO0716
 AO0716                          STATION RECOVERY (1976)
 AO0716
 AO0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (JRJ)
 AO0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2200 ***********************************************************************
 BL2200  HT_MOD      -  This is a Height Modernization Survey Station.
 BL2200  DESIGNATION -  KEEFER
 BL2200  PID         -  BL2200
 BL2200  STATE/COUNTY-  TX/MONTGOMERY
 BL2200  USGS QUAD   -  SPLENDORA (1979)
 BL2200
 BL2200                         *CURRENT SURVEY CONTROL
 BL2200  ___________________________________________________________________
 BL2200* NAD 83(1993)-  30 11 23.22312(N)    095 11 28.18836(W)     ADJUSTED  
 BL2200* NAVD 88     -        34.46   (meters)     113.1    (feet)  GPS OBS   
 BL2200  ___________________________________________________________________
 BL2200  X           -    -499,237.114 (meters)                     COMP
 BL2200  Y           -  -5,495,081.722 (meters)                     COMP
 BL2200  Z           -   3,188,579.547 (meters)                     COMP
 BL2200  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BL2200  ELLIP HEIGHT-           7.01  (meters)          (12/03/01) GPS OBS
 BL2200  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2200
 BL2200  HORZ ORDER  -  FIRST
 BL2200  ELLP ORDER  -  FOURTH    CLASS II
 BL2200
 BL2200.The horizontal coordinates were established by GPS observations
 BL2200.and adjusted by the National Geodetic Survey in December 2001..
 BL2200
 BL2200.The orthometric height was determined by GPS observations and a
 BL2200.high-resolution geoid model using precise GPS observation and
 BL2200.processing techniques.
 BL2200
 BL2200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL2200
 BL2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2200
 BL2200.The ellipsoidal height was determined by GPS observations
 BL2200.and is referenced to NAD 83.
 BL2200
 BL2200.The geoid height was determined by GEOID03.
 BL2200
 BL2200;                    North         East     Units Scale Factor Converg.
 BL2200;SPC TX C     - 3,069,434.855 1,195,016.465   MT  0.99998129   +2 38 54.7
 BL2200;SPC TX C     -10,070,304.19  3,920,649.85   sFT  0.99998129   +2 38 54.7
 BL2200;SPC TXSC     - 4,267,138.588   966,724.930   MT  0.99997432   +1 51 57.6
 BL2200;SPC TXSC     -13,999,770.52  3,171,663.37   sFT  0.99997432   +1 51 57.6
 BL2200;UTM  15      - 3,341,844.355   289,045.031   MT  1.00014906   -1 06 08.2
 BL2200
 BL2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2200!SPC TX C     -   0.99999890  x   0.99998129  =   0.99998019
 BL2200!SPC TXSC     -   0.99999890  x   0.99997432  =   0.99997322
 BL2200!UTM  15      -   0.99999890  x   1.00014906  =   1.00014796
 BL2200
 BL2200:                Primary Azimuth Mark                     Grid Az
 BL2200:SPC TX C     -  CLEVELAND MUNICIPAL TANK                 028 00 52.5
 BL2200:SPC TXSC     -  CLEVELAND MUNICIPAL TANK                 028 47 49.6
 BL2200:UTM  15      -  CLEVELAND MUNICIPAL TANK                 031 45 55.4
 BL2200
 BL2200|---------------------------------------------------------------------|
 BL2200| PID    Reference Object                     Distance      Geod. Az  |
 BL2200|                                                           dddmmss.s |
 BL2200| BL2187 CLEVELAND MUNICIPAL TANK            APPROX.20.0 KM 0303947.2 |
 BL2200| CV7824 KEEFER RM 3                          30.968 METERS 04148     |
 BL2200| CV7821 KEEFER AZ MK                                       2190556.8 |
 BL2200| CV7822 KEEFER RM 1                          25.770 METERS 23822     |
 BL2200| CV7823 KEEFER RM 2                          27.700 METERS 33210     |
 BL2200|---------------------------------------------------------------------|
 BL2200
 BL2200                          SUPERSEDED SURVEY CONTROL
 BL2200
 BL2200  NAD 83(1993)-  30 11 23.22490(N)    095 11 28.18652(W) AD(       ) 2
 BL2200  NAD 83(1986)-  30 11 23.23973(N)    095 11 28.16996(W) AD(       ) 2
 BL2200  NAD 27      -  30 11 22.46216(N)    095 11 27.41966(W) AD(       ) 2
 BL2200  NGVD 29 (07/19/86)   34.65   (m)          113.7    (f) LEVELING    3  
 BL2200
 BL2200.Superseded values are not recommended for survey control.
 BL2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2200.See file dsdata.txt to determine how the superseded data were derived.
 BL2200
 BL2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP8904541844(NAD 83)
 BL2200_MARKER: DS = TRIANGULATION STATION DISK
 BL2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL2200+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 BL2200
 BL2200  HISTORY     - Date     Condition        Report By
 BL2200  HISTORY     - 1942     MONUMENTED       CGS
 BL2200  HISTORY     - 1951     GOOD             CGS
 BL2200  HISTORY     - 1968     GOOD             CGS
 BL2200  HISTORY     - 1969     GOOD             CGS
 BL2200  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 BL2200  HISTORY     - 20030226 GOOD             INDIV
 BL2200  HISTORY     - 20040802 GOOD             DEWDAV
 BL2200
 BL2200                          STATION DESCRIPTION
 BL2200
 BL2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL2200'STATION IS ABOUT 3.7 MILES SSW OF SPLENDORA, 150 YARDS E OF
 BL2200'U.S. HIGHWAY 59 NEAR THE SW CORNER OF A SMALL CHICKEN FARM,
 BL2200'THE PROPERTY OF J.H. LEDLOW.  IT IS 50 YARDS E OF N-S RAILROAD
 BL2200'TRACKS, 59 FEET E OF THE CENTER LINE OF N-S DIRT ROAD, 40
 BL2200'FEET E OF A N-S FENCE, 19 FEET N OF AN E-W FENCE, AND 3.5
 BL2200'FEET N OF A WHITE REFERENCE POST.  IT IS STAMPED KEEFER 1942
 BL2200'AND PROJECTS 3 INCHES.
 BL2200'
 BL2200'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2200'BRONZE DISKS SET IN CONCRETE.
 BL2200'
 BL2200'REFERENCE MARK NO. 1 IS WSW OF THE STATION, 23 FEET E OF
 BL2200'THE CENTER LINE OF THE N-S LANE AND 18 INCHES E OF A N-S FENCE.
 BL2200'IT IS STAMPED KEEFER NO. 1 1942 AND PROJECTS 6 INCHES.
 BL2200'
 BL2200'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 18 FEET W OF THE
 BL2200'CENTER LINE OF THE N-S LANE AND ABOUT 25 YARDS E OF THE
 BL2200'RAILROAD TRACKS.  IT IS STAMPED KEEFER NO. 2 1942 AND PROJECTS
 BL2200'6 INCHES.
 BL2200'
 BL2200'THE AZIMUTH MARK IS ABOUT 0.35 MILE SW OF THE STATION, 47
 BL2200'FEET W OF THE CENTER LINE OF U.S. HIGHWAY 59, 1 FOOT E OF
 BL2200'THE RIGHT-OF-WAY FENCE AND 3 FEET N OF A WHITE REFERENCE
 BL2200'POST.  IT IS STAMPED KEEFER 1942 AND PROJECTS 6 INCHES.
 BL2200'
 BL2200'TO REACH FROM SPLENDORA GO S ON U.S. HIGHWAY 59 FOR 3.7 MILES
 BL2200'AND TURN LEFT, E, OFF THE HIGHWAY, CROSS RAILROAD TRACKS AND
 BL2200'TURN LEFT, N, GO 0.15 MILE TO THE STATION IN THE SW CORNER
 BL2200'OF THE FARM ON THE RIGHT.
 BL2200'
 BL2200'A 110-FOOT SIGNAL AT DORA IS VISIBLE AT 90 FEET.
 BL2200'
 BL2200'A 100-FOOT SIGNAL AT PORTER IS VISIBLE AT 90 FEET.
 BL2200
 BL2200                          STATION RECOVERY (1951)
 BL2200
 BL2200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 BL2200'STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 BL2200'ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AND DESCRIBED
 BL2200'ADEQUATELY, THE ORIGINAL DESCRIPTION TO REACH THE STATION
 BL2200'IS GOOD.
 BL2200
 BL2200                          STATION RECOVERY (1968)
 BL2200
 BL2200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL2200'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BL2200'CONDITION.  THE AZIMUTH MARK IS BELIEVED DESTROYED DUE TO THE
 BL2200'CONSTRUCTION OF U. S. HIGHWAY 59.
 BL2200'
 BL2200'THE 1942 DESCRIPTION IS ADEQUATE, WITH THE FOLLOWING EXCEPTION, THE
 BL2200'STATION IS ON PROPERTY NOW OWNED BY THE SOUTHWESTERN BELL TELEPHONE
 BL2200'COMPANY.
 BL2200
 BL2200                          STATION RECOVERY (1969)
 BL2200
 BL2200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BL2200'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 BL2200'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND THE AREA WHERE
 BL2200'IT WAS LOCATED HAS BEEN GRADED AND NOW PART OF CONSTRUCTION.  THE
 BL2200'MARK IS ASSUMED DESTROYED.  REFERENCE MARK 1 WILL SOON BE OBSTRUCTED
 BL2200'BY TREES AND A REFERENCE MARK 3 WAS SET.  THE DISTANCE TO THE MARKS
 BL2200'CHECKED AND THE DIRECTION BETWEEN THEM CHECKED.  A NEW DESCRIPTION
 BL2200'FOLLOWS.
 BL2200'
 BL2200'ABOUT 3-1/2 MILES SOUTH OF SPLENDORA AND ON THE PROPERTY OF THE
 BL2200'SOUTHWESTERN BELL TELEPHONE CO.  IT IS 94 FEET SOUTHWEST OF THE
 BL2200'SOUTHEAST CORNER OF BRICK TELEPHONE BUILDING, 94 FEET SOUTHEAST OF
 BL2200'THE SOUTHWEST CORNER OF THE BUILDING, 23 FEET SOUTHEAST OF A 8 INCH
 BL2200'TWIN TRUNK OAK TREE, 60 FEET EAST OF THE CENTERLINE OF A DIRT ROAD,
 BL2200'62 FEET NORTHEAST OF A FENCE CORNER, 19 FEET NORTH OF A FENCE AND 1
 BL2200'FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES
 BL2200'AND THE DISK IS STAMPED KEEFER 1942.
 BL2200'
 BL2200'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 59 AND FARM
 BL2200'ROAD 2090 (EAST), GO SOUTH ON HIGHWAY 59 FOR 3.6 MILES TO A SIDE
 BL2200'ROAD LEFT.  TURN LEFT AND GO EAST ON PAVED ROAD CROSSING RAILROAD
 BL2200'TRACKS FOR ABOUT 200 FEET TO A DIRT ROAD NORTH.  TURN LEFT AND GO
 BL2200'NORTH ON THE DIRT ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 BL2200'
 BL2200'REFERENCE MARK 1 IS 24 FEET SOUTH OF THE FENCE CORNER, 20 FEET EAST
 BL2200'OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTH OF A 16 INCH PINE TREE
 BL2200'AND IN A NORTH-SOUTH FENCE LINE.  THE MONUMENT PROJECTS 2 INCHES
 BL2200'AND THE DISK IS STAMPED KEEFER NO 1 1942.
 BL2200'
 BL2200'REFERENCE MARK 2 IS 42 FEET SOUTHWEST OF A TWIN TRUNK 10 INCH PINE
 BL2200'TREE, 16 FEET WEST OF THE CENTERLINE OF THE ROAD AND IN A GRASSY
 BL2200'AREA BETWEEN RAILROAD TRACKS AND THE ROAD.  THE MONUMENT IS FLUSH
 BL2200'AND THE DISK IS STAMPED KEEFER NO 2 1942.
 BL2200'
 BL2200'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KEEFER 1942 NO 3 1969
 BL2200'SET IN A DRILL HOLE IN THE CONCRETE STEP AT THE EAST ENTRANCE TO THE
 BL2200'TELEPHONE BUILDING, 7 FEET NORTHEAST OF THE SOUTHEAST CORNER AND 2
 BL2200'1/2 FEET EAST OF THE EAST WALL OF THE BUILDING.
 BL2200'
 BL2200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 BL2200'SOUTH OF SPLENDORA.
 BL2200'
 BL2200'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 BL2200
 BL2200                          STATION RECOVERY (1985)
 BL2200
 BL2200'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (JDR)
 BL2200'KEEFER 1942 NOT RECOVERED.
 BL2200'
 BL2200'KEEFER RM NO 1 1942 NOT RECOVERED.
 BL2200'
 BL2200'KEEFER RM NO 2 1942 NOT RECOVERED.
 BL2200'
 BL2200'AZIMUTH MARK 1942 NOT RECOVERED.
 BL2200'
 BL2200'A GOOD HALF HOUR WAS SPENT SEARCHING FOR STATION.  RMS MAY BE LOST
 BL2200'TO ROAD IMPROVEMENT.
 BL2200'
 BL2200'NO LENGTH OF TIME WAS SPENT SEARCHING FOR AZIMUTH MARK.
 BL2200
 BL2200                          STATION RECOVERY (2003)
 BL2200
 BL2200'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LAT)
 BL2200'THE STAION MARK WAS RECOVERED IN GOOD CONDITION. THE STATION IS
 BL2200'LOCATED NORTH OF ROMAN FOREST BLVD. AND EAST OF S.H. 59 ON THE
 BL2200'PROPERTY OF SOUTHWESTERN BELL COMPANY AT 17521 RAIL ROAD AVE.
 BL2200'THE MARK IS 74.3 FT (22.6M)SW FROM THE MOST SW CORNER OF THE SBC BLDG,
 BL2200'106.1 FT (32.3M) SW FROM THE MOST SE CORNER OF THE SBC BLDG AND 63.8
 BL2200'FT (19.4M) EAST OF THE CENTERLINE OF RAILROAD AVE.
 BL2200'TO REACH THE MARK FROM THE INTERSECTION OF ROMAN FOREST BLVD. AND THE
 BL2200'NORTH BOUND SERVICE RD. FOR U.S. HWY 59, GO NORTH ALONG THE N.BOUND
 BL2200'SERVICE RD. FOR 1.2 MILES (1.9KM) TO WOODBRANCH DR., TURN RT. (EAST)
 BL2200'ACROSS THE RAILROAD TRACKS, THEN IMMEDIATELY LT. (NORTH) ONTO RAILROAD
 BL2200'AVE., GO NORTH ALONG RAILROAD AVENUE 0.15 MILES (0.2KM) TO A ASPHALT
 BL2200'DRIVEWAY FOR SOUTHWESTERN BELL COMPANY ON THE RIGHT 17521 RAIL ROAD
 BL2200'AVENUE.
 BL2200'REFERENCE MARKS WERE NOT RECOVERED.
 BL2200
 BL2200                          STATION RECOVERY (2004)
 BL2200
 BL2200'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BL2200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6940 ***********************************************************************
 AW6940  DESIGNATION -  KEEGANS
 AW6940  PID         -  AW6940
 AW6940  STATE/COUNTY-  TX/FORT BEND
 AW6940  USGS QUAD   -  ALIEF (1995)
 AW6940
 AW6940                         *CURRENT SURVEY CONTROL
 AW6940  ___________________________________________________________________
 AW6940* NAD 83(1993)-  29 40 04.24654(N)    095 37 00.78691(W)     ADJUSTED  
 AW6940* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 AW6940  ___________________________________________________________________
 AW6940  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AW6940  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW6940
 AW6940  HORZ ORDER  -  FIRST
 AW6940
 AW6940.The horizontal coordinates were established by classical geodetic methods
 AW6940.and adjusted by the National Geodetic Survey in February 1996..
 AW6940
 AW6940.The orthometric height was scaled from a topographic map.
 AW6940
 AW6940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6940
 AW6940.The geoid height was determined by GEOID03.
 AW6940
 AW6940;                    North         East     Units Scale Factor Converg.
 AW6940;SPC TXSC     - 4,208,049.573   927,420.766   MT  0.99988006   +1 39 26.8
 AW6940;SPC TXSC     -13,805,909.31  3,042,712.96   sFT  0.99988006   +1 39 26.8
 AW6940;UTM  15      - 3,284,845.094   246,725.973   MT  1.00039156   -1 17 45.5
 AW6940
 AW6940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6940!SPC TXSC     -   1.00000007  x   0.99988006  =   0.99988013
 AW6940!UTM  15      -   1.00000007  x   1.00039156  =   1.00039163
 AW6940
 AW6940|---------------------------------------------------------------------|
 AW6940| PID    Reference Object                     Distance      Geod. Az  |
 AW6940|                                                           dddmmss.s |
 AW6940| CV7325 KEEGANS RM 1                         26.476 METERS 01213     |
 AW6940| CV7324 KEEGANS AZ MK                                      0153909.3 |
 AW6940| CV7326 KEEGANS RM 2                         23.875 METERS 08625     |
 AW6940|---------------------------------------------------------------------|
 AW6940
 AW6940                          SUPERSEDED SURVEY CONTROL
 AW6940
 AW6940  NAD 83(1986)-  29 40 04.26070(N)    095 37 00.76906(W) AD(       ) 1
 AW6940  NAD 27      -  29 40 03.42464(N)    095 36 59.96480(W) AD(       ) 1
 AW6940
 AW6940.Superseded values are not recommended for survey control.
 AW6940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6940.See file dsdata.txt to determine how the superseded data were derived.
 AW6940
 AW6940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN4672684845(NAD 83)
 AW6940_MARKER: DS = TRIANGULATION STATION DISK
 AW6940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6940_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AW6940
 AW6940  HISTORY     - Date     Condition        Report By
 AW6940  HISTORY     - 1968     MONUMENTED       CGS
 AW6940  HISTORY     - 1987     GOOD             USPSQD
 AW6940  HISTORY     - 19931204 GOOD             USPSQD
 AW6940  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW6940  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 AW6940
 AW6940                          STATION DESCRIPTION
 AW6940
 AW6940'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 AW6940'THE STATION IS LOCATED ABOUT 4-1/4 MILES SOUTH-SOUTHWEST OF ANDRAU
 AW6940'AIRFIELD, 4 MILES EAST OF THE NORTHEAST CORNER OF THE HARLEM STATE
 AW6940'PRISON FARM, 3-1/2 MILES NORTH-NORTHEAST OF SUGAR LAND AND ON THE
 AW6940'PROPERTY OF THE SMITHS FARMERS GIN INC.  THE PROPERTY IS OWNED
 AW6940'BY MR. DOUGLAS SMITH.
 AW6940'
 AW6940'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59, U.S.
 AW6940'HIGHWAY 90A AND TEXAS FARM ROAD 1876, IN SUGAR LAND, GO
 AW6940'NORTH-NORTHWEST ON FARM ROAD 1876 (ELDRIDGE ROAD) FOR 2.65 MILES
 AW6940'TO A CROSSROAD.  (FARM ROAD 1876 CURVES TO THE RIGHT HERE).
 AW6940'CONTINUE NORTH ON FARM ROAD 1876 FOR 0.45 MILE TO THE FARMERS
 AW6940'GIN AND THE STATION ON THE RIGHT.
 AW6940'
 AW6940'THE STATION MARK IS A STANDARD DISK STAMPED KEEGANS 1968, SET
 AW6940'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW6940'FLUSH WITH THE GROUND SURFACE.  IT IS 78.2 FEET WEST-SOUTHWEST
 AW6940'OF THE SOUTHWEST CORNER OF BRICK BUILDING NUMBER 10225, 50 FEET
 AW6940'EAST OF THE CENTER OF FARM ROAD 1876 AND 48 FEET SOUTH OF THE
 AW6940'GRAVELED DRIVE TO THE GIN.
 AW6940'
 AW6940'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KEEGANS NO 1 1968, SET
 AW6940'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW6940'FLUSH WITH THE GROUND SURFACE.  IT IS 74.9 FEET NORTHWEST OF THE
 AW6940'NORTHWEST CORNER OF THE BRICK BUILDING, 41 FEET EAST OF THE CENTER
 AW6940'OF FARM ROAD 1876, 40 FEET NORTH OF THE CENTER OF THE GRAVELED
 AW6940'DRIVE AND 1.5 FEET SOUTHEAST OF A POWER LINE POLE WITH A SIGN
 AW6940'NAILED TO THE WEST FACE READING 10221.
 AW6940'
 AW6940'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KEEGANS NO 2 1968,
 AW6940'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 AW6940'FLUSH WITH THE GROUND SURFACE.  IT IS 128 FEET EAST OF THE CENTER
 AW6940'OF FARM ROAD 1876, 6.1 FEET NORTH OF THE NORTH EDGE OF A GASOLINE
 AW6940'PUMP AND 2.25 FEET SOUTH OF THE SOUTHWEST CORNER OF BRICK
 AW6940'BUILDING NUMBER 10225.
 AW6940'
 AW6940'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON FARM
 AW6940'ROAD 1876 FOR 0.2 MILE TO THE FORT BEND-HARRIS COUNTY LINE.
 AW6940'CONTINUE NORTH ON FARM ROAD 1876 FOR 0.15 MILE TO THE AZIMUTH MARK
 AW6940'ON THE LEFT AT A CONCRETE DRIVE LEADING INTO THE WEBER DRILLING
 AW6940'COMPANY.  (BUILDING NO. 9831).
 AW6940'
 AW6940'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KEEGANS 1968,
 AW6940'CEMENTED IN A DRILL HOLE IN THE SOUTH EDGE OF THE CONCRETE
 AW6940'DRIVEWAY.  IT IS 26 FEET WEST OF THE CENTER OF FARM ROAD 1876, 10.3
 AW6940'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE GATE ACROSS THE
 AW6940'DRIVEWAY, 5.3 FEET NORTHEAST OF THE SOUTH GATE POST AND 3 FEET
 AW6940'EAST OF THE GATE.
 AW6940'
 AW6940'HEIGHT OF LIGHT ABOVE STATION MARK 22.7 METERS.
 AW6940
 AW6940                          STATION RECOVERY (1987)
 AW6940
 AW6940'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW6940'RECOVERED IN GOOD CONDITION.
 AW6940
 AW6940                          STATION RECOVERY (1993)
 AW6940
 AW6940'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW6940'RECOVERED IN GOOD CONDITION.
 AW6940
 AW6940                          STATION RECOVERY (1998)
 AW6940
 AW6940'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6940'MARK NOT FOUND.
 AW6940
 AW6940                          STATION RECOVERY (2004)
 AW6940
 AW6940'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2235 ***********************************************************************
 BL2235  DESIGNATION -  KEENAN TEXAS FOREST SERV LOT
 BL2235  PID         -  BL2235
 BL2235  STATE/COUNTY-  TX/MONTGOMERY
 BL2235  USGS QUAD   -  KEENAN (1976)
 BL2235
 BL2235                         *CURRENT SURVEY CONTROL
 BL2235  ___________________________________________________________________
 BL2235* NAD 83(1993)-  30 19 47.00707(N)    095 38 37.13546(W)     ADJUSTED  
 BL2235* NAVD 88     -                                                        
 BL2235  ___________________________________________________________________
 BL2235  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BL2235  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BL2235
 BL2235  HORZ ORDER  -  THIRD
 BL2235
 BL2235.The horizontal coordinates were established by classical geodetic methods
 BL2235.and adjusted by the National Geodetic Survey in February 1996..
 BL2235
 BL2235
 BL2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2235
 BL2235.The geoid height was determined by GEOID03.
 BL2235
 BL2235;                    North         East     Units Scale Factor Converg.
 BL2235;SPC TX C     - 3,083,008.836 1,150,830.749   MT  0.99994995   +2 24 55.7
 BL2235;SPC TX C     -10,114,838.16  3,775,683.88   sFT  0.99994995   +2 24 55.7
 BL2235;SPC TXSC     - 4,281,310.792   922,726.059   MT  1.00001373   +1 38 39.5
 BL2235;SPC TXSC     -14,046,267.16  3,027,310.41   sFT  1.00001373   +1 38 39.5
 BL2235;UTM  15      - 3,358,284.768   245,828.795   MT  1.00039707   -1 20 08.5
 BL2235
 BL2235                          SUPERSEDED SURVEY CONTROL
 BL2235
 BL2235  NAD 83(1986)-  30 19 47.02088(N)    095 38 37.11808(W) AD(       ) 4
 BL2235  NAD 27      -  30 19 46.26500(N)    095 38 36.30900(W) AD(       ) 3
 BL2235
 BL2235.Superseded values are not recommended for survey control.
 BL2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2235.See file dsdata.txt to determine how the superseded data were derived.
 BL2235
 BL2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP4582958285(NAD 83)
 BL2235_MARKER: 57 = LOOKOUT TOWER
 BL2235
 BL2235  HISTORY     - Date     Condition        Report By
 BL2235  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2235
 BL2235                          STATION DESCRIPTION
 BL2235
 BL2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2235'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF MONTGOMERY
 BL2235'AND 0.3 MILE EAST OF AN UNPAINTED NEGRO CHURCH.  IT IS
 BL2235'A 4 LEGGED STEEL STRUCTURE SUPPORTING A TIN BUILDING WHICH
 BL2235'IS 7 BY 7 FEET SQUARE AND 8 FEET HIGH.  THE TIN BUILDING HAS
 BL2235'A 4 SIDED ROOF WHICH COMES TO A POINT.  THE OVERALL HEIGHT
 BL2235'IS 112 FEET.
 BL2235'
 BL2235'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 105
 BL2235'AND FARM ROAD 146, WHICH IS JUST SOUTH OF THE BUSINESS DISTRICT
 BL2235'IN MONTGOMERY, GO EAST ON STATE HIGHWAY 105 FOR 1.3 MILES
 BL2235'TO A T ROAD SOUTH.  TURN RIGHT, SOUTH, ON AN OILED AND GO
 BL2235'SOUTH-SOUTHEAST FOR 4.9 MILES TO A SIDE ROAD LEFT AND AN
 BL2235'UNPAINTED NEGRO CHURCH AT A NORTHEAST ANGLE.  TURN LEFT AND
 BL2235'FOLLOW A WOODS ROAD EASTERLY FOR 0.3 MILE TO THE STATION
 BL2235'AS DESCRIBED.
 BL2235'
 BL2235'THE HIGHEST POINT OF THE ROOF AT THE TOP OF TIN BUILDING
 BL2235'WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3088 ***********************************************************************
 CS3088  DESIGNATION -  KEENE
 CS3088  PID         -  CS3088
 CS3088  STATE/COUNTY-  TX/JOHNSON
 CS3088  USGS QUAD   -  KEENE (1978)
 CS3088
 CS3088                         *CURRENT SURVEY CONTROL
 CS3088  ___________________________________________________________________
 CS3088* NAD 83(1993)-  32 23 01.69774(N)    097 19 53.78157(W)     ADJUSTED  
 CS3088* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 CS3088  ___________________________________________________________________
 CS3088  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 CS3088  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CS3088
 CS3088  HORZ ORDER  -  SECOND
 CS3088
 CS3088.The horizontal coordinates were established by classical geodetic methods
 CS3088.and adjusted by the National Geodetic Survey in February 1996..
 CS3088
 CS3088.The orthometric height was scaled from a topographic map.
 CS3088
 CS3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3088
 CS3088.The geoid height was determined by GEOID03.
 CS3088
 CS3088;                    North         East     Units Scale Factor Converg.
 CS3088;SPC TXNC     - 2,080,135.868   709,933.984   MT  0.99994005   +0 38 14.0
 CS3088;SPC TXNC     - 6,824,579.09  2,329,175.08   sFT  0.99994005   +0 38 14.0
 CS3088;UTM  14      - 3,584,202.864   656,938.275   MT  0.99990373   +0 53 37.5
 CS3088
 CS3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3088!SPC TXNC     -   0.99996098  x   0.99994005  =   0.99990103
 CS3088!UTM  14      -   0.99996098  x   0.99990373  =   0.99986472
 CS3088
 CS3088:                Primary Azimuth Mark                     Grid Az
 CS3088:SPC TXNC     -  KEENE SW JUNIOR COLLEGE TANK             014 34 26.7
 CS3088:UTM  14      -  KEENE SW JUNIOR COLLEGE TANK             014 19 03.2
 CS3088
 CS3088|---------------------------------------------------------------------|
 CS3088| PID    Reference Object                     Distance      Geod. Az  |
 CS3088|                                                           dddmmss.s |
 CS3088| CS3087 KEENE SW JUNIOR COLLEGE TANK        APPROX. 1.5 KM 0151240.7 |
 CS3088| CY1369 KEENE AZ MK                                        0544207.8 |
 CS3088| CY1371 KEENE RM 2                           21.173 METERS 06534     |
 CS3088| CY1372 KEENE RM 3                           21.174 METERS 06540     |
 CS3088| CS3111 CLEBURNE RADIO STA KCLE TOWER       APPROX. 6.1 KM 2710840.4 |
 CS3088| CY1370 KEENE RM 1                           35.506 METERS 30441     |
 CS3088|---------------------------------------------------------------------|
 CS3088
 CS3088                          SUPERSEDED SURVEY CONTROL
 CS3088
 CS3088  NAD 83(1986)-  32 23 01.70243(N)    097 19 53.76210(W) AD(       ) 2
 CS3088  NAD 27      -  32 23 01.18800(N)    097 19 52.70500(W) AD(       ) 2
 CS3088
 CS3088.Superseded values are not recommended for survey control.
 CS3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3088.See file dsdata.txt to determine how the superseded data were derived.
 CS3088
 CS3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5693884203(NAD 83)
 CS3088_MARKER: DS = TRIANGULATION STATION DISK
 CS3088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS3088
 CS3088  HISTORY     - Date     Condition        Report By
 CS3088  HISTORY     - 1948     MONUMENTED       CGS
 CS3088  HISTORY     - 1963     GOOD             LONESR
 CS3088  HISTORY     - 1975     GOOD             NGS
 CS3088  HISTORY     - 19940325 GOOD             USPSQD
 CS3088  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS3088  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS3088  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 CS3088
 CS3088                          STATION DESCRIPTION
 CS3088
 CS3088'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3088'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF CLEBURNE,
 CS3088'ABOUT 1 MILE SOUTH-SOUTHWEST OF KEENE, ON THE SOUTH RIGHT-OF-WAY
 CS3088'OF U.S. HIGHWAY 67.  IT IS 47.5 FEET SOUTH OF THE CENTERLINE
 CS3088'OF THE HIGHWAY, 14 FEET NORTHEAST OF A WITNESS POST, AND
 CS3088'13 FEET NORTH OF A T FENCE CORNER.  THE DISK IS STAMPED KEENE
 CS3088'1948 AND PROJECTS 2 INCHES.
 CS3088'
 CS3088'REFERENCE MARK NO. 1 IS 116.53 FEET NORTHWEST OF THE STATION,
 CS3088'60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTHEAST
 CS3088'OF A POWER POLE, AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY
 CS3088'FENCE.  THE DISK IS STAMPED KEENE NO 1 1948 AND PROJECTS
 CS3088'4 INCHES.
 CS3088'
 CS3088'REFERENCE MARK NO. 2 IS 69.46 FEET EAST-NORTHEAST OF THE
 CS3088'STATION, 57 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CS3088'3 FEET NORTH OF A FENCE CORNER, AND 1 FOOT NORTH OF A TELEPHONE
 CS3088'POLE.  THE DISK IS STAMPED KEENE NO 2 1948 AND PROJECTS 4
 CS3088'INCHES.
 CS3088'
 CS3088'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHEAST OF THE
 CS3088'STATION, 57 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CS3088'2 FEET WEST OF A POWER POLE, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 CS3088'FENCE LINE.  THE DISK IS STAMPED KEENE 1948 AND PROJECTS
 CS3088'2 INCHES.
 CS3088'
 CS3088'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURT
 CS3088'HOUSE IN CLEBURNE, GO NORTHEAST ON U.S. HIGHWAY 67 FOR 4.25
 CS3088'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 CS3088'
 CS3088'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST
 CS3088'ON HIGHWAY 67 FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 CS3088'
 CS3088'ADDITIONAL OBJECTS VISIBLE FROM THE GROUND.
 CS3088'
 CS3088'A 47 FOOT SIGNAL AT CONCORD CAN BE SEEN AT 15 FEET.
 CS3088'
 CS3088'A 74 FOOT SIGNAL AT JOSHUA CAN BE SEEN AT 50 FEET.
 CS3088'
 CS3088'A 47 FOOT SIGNAL AT CADDO 1946 CAN BE SEEN AT 15 FEET.
 CS3088'
 CS3088'AN 87 FOOT SIGNAL AT EGAN CAN BE SEEN AT 10 FEET.
 CS3088'
 CS3088'A 100 FOOT SIGNAL AT ALVARADO CAN BE SEEN AT 37 FEET.
 CS3088'
 CS3088'A 47 FOOT SIGNAL AT COTTON CAN BE SEEN AT 37 FEET.
 CS3088'
 CS3088'A 100 FOOT SIGNAL AT ORCHARD CAN BE SEEN AT 50 FEET.
 CS3088'
 CS3088'AN 87 FOOT SIGNAL AT PARKER CAN BE SEEN AT 37 FEET.
 CS3088'
 CS3088'A 64 FOOT SIGNAL AT CLEBURNE 1946 CAN BE SEEN AT 37 FEET.
 CS3088'
 CS3088'AN 87 FOOT SIGNAL AT LOCKETT CAN BE SEEN AT 50 FEET.
 CS3088'
 CS3088'A 4 FOOT SIGNAL AT 426 (USC AND GS AND SS) CAN BE SEEN AT
 CS3088'37 FEET.
 CS3088'
 CS3088'A 4 FOOT SIGNAL AT 434 (USC AND GS AND SS) CAN BE SEEN AT
 CS3088'37 FEET.
 CS3088'
 CS3088'A 74 FOOT SIGNAL AT BUFFALO CAN BE SEEN AT 37 FEET.
 CS3088'
 CS3088'A 47 FOOT SIGNAL AT CONCORD CAN BE SEEN AT 37 FEET.
 CS3088'
 CS3088'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 CS3088
 CS3088                          STATION RECOVERY (1963)
 CS3088
 CS3088'RECOVERY NOTE BY LONE STAR GAS COMPANY 1963 (WJB)
 CS3088'STATION, R.M. 1 AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 CS3088'THE AZIMUTH MARK IS ON NORTH SIDE OF HIGHWAY 67.  OTHER
 CS3088'DESCRIPTION FITS WELL.
 CS3088
 CS3088                          STATION RECOVERY (1975)
 CS3088
 CS3088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CS3088'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 CS3088'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 IS
 CS3088'LOCATED IN THE FRONT LAWN OF HOME, THE PROPERTY OWNER REQUESTED
 CS3088'THAT THE MARK BE LOWERED, SO AS TO MOWOVER THE MARK, WHEN WORKING
 CS3088'ON YARD.
 CS3088'
 CS3088'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 CS3088'
 CS3088'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CS3088'
 CS3088'IT IS LOCATED ABOUT 1 MILE SOUTH-SOUTHWEST OF KEENE AND 0.35 MILE
 CS3088'WEST-SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 67 AND SPUR ROUTE
 CS3088'102.
 CS3088'
 CS3088'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 67 AND
 CS3088'SPUR ROUTE 102, WHICH IS LOCATED ON THE SOUTH EDGE OF KEENE.  GO
 CS3088'WESTERLY ON U.S. HIGHWAY 67 FOR 0.15 MILE TO AZIMUTH MARK ON THE
 CS3088'RIGHT, CONTINUE WESTERLY ON U.S. HWY. 67 FOR 0.2 MILE TO STATION
 CS3088'ON THE LEFT.
 CS3088'
 CS3088'STATION IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS3088'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED KEENE 1948.  IT
 CS3088'IS 60 FEET WEST OF THE NORTHWEST CORNER OF STEP TO ENTRANCE OF
 CS3088'HOUSE, 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF GARAGE, 47
 CS3088'FEET SOUTHEAST OF CENTER-LINE OF HIGHWAY, 13 FEET SOUTHWEST OF THE
 CS3088'CENTER OF DRIVE-WAY, 10 FEET NORTHWEST OF A METAL WITNESS
 CS3088'POST AND 9.6 FEET NORTHWEST OF A HI-LINE POLE.
 CS3088'
 CS3088'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS3088'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED KEENE NO
 CS3088'1 1948.  IT IS 59 FEET NORTHWEST OF THE CENTER-LINE OF HIGHWAY, 6
 CS3088'FEET EAST OF THE SOUTHWEST CORNER OF BUILDING AND 4.6 FEET
 CS3088'NORTHEAST OF A HI-LINE POLE.
 CS3088'
 CS3088'REFERENCE MARK NO. 3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 CS3088'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED KEENE
 CS3088'1948 NO 3 1975.  IT IS 58 FEET SOUTHEAST OF THE CENTER-LINE OF
 CS3088'HIGHWAY, 55 FEET NORTHEAST OF THE CENTER OF DRIVE-WAY, 49 FEET
 CS3088'NORTH-NORTHWEST OF STEP, AND ENTRANCE TO HOUSE AND 44 FEET WEST
 CS3088'OF THE NORTHEAST CORNER OF HOUSE.
 CS3088'
 CS3088'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 CS3088'POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED KEENE 1948.  IT
 CS3088'IS 55 FEET NORTHWEST OF THE CENTER-LINE OF HIGHWAY, 4 FEET SOUTHEAST
 CS3088'OF THE FENCE-LINE, 3.6 FEET SOUTHWEST OF A TELEPHONE POLE AND 3
 CS3088'FEET SOUTHEAST OF A METAL WITNESS POST.
 CS3088'
 CS3088'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KEENE 1-MILE
 CS3088'SSW.
 CS3088
 CS3088                          STATION RECOVERY (1994)
 CS3088
 CS3088'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3088'RECOVERED IN GOOD CONDITION.
 CS3088
 CS3088                          STATION RECOVERY (1999)
 CS3088
 CS3088'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3088'MARK NOT FOUND.
 CS3088
 CS3088                          STATION RECOVERY (2004)
 CS3088
 CS3088'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS3088'MARK NOT FOUND.
 CS3088
 CS3088                          STATION RECOVERY (2005)
 CS3088
 CS3088'RECOVERY NOTE BY US POWER SQUADRON 2005 (MSG)
 CS3088'STATION BELIEVED TO BE DESTROYED BY WIDENING HWY 69.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7145 ***********************************************************************
 DH7145  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7145  DESIGNATION -  KEENE CORS ARP
 DH7145  CORS_ID     -  TXKE
 DH7145  PID         -  DH7145
 DH7145  STATE/COUNTY-  TX/JOHNSON
 DH7145  USGS QUAD   -  KEENE (1978)
 DH7145
 DH7145                         *CURRENT SURVEY CONTROL
 DH7145  ___________________________________________________________________
 DH7145* NAD 83(CORS)-  32 24 34.93260(N)    097 19 23.62251(W)     ADJUSTED  
 DH7145* NAVD 88     -                                                        
 DH7145  ___________________________________________________________________
 DH7145  EPOCH DATE  -        2002.00
 DH7145  X           -    -687,050.588 (meters)                     COMP
 DH7145  Y           -  -5,346,071.369 (meters)                     COMP
 DH7145  Z           -   3,398,996.524 (meters)                     COMP
 DH7145  ELLIP HEIGHT-         229.15  (meters)          (11/??/05) GPS OBS
 DH7145  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DH7145
 DH7145  HORZ ORDER  -  SPECIAL (CORS)
 DH7145  ELLP ORDER  -  SPECIAL (CORS)
 DH7145
 DH7145.ITRF positions are available for this station.
 DH7145.The coordinates were established by GPS observations
 DH7145.and adjusted by the National Geodetic Survey in November 2005..
 DH7145.The coordinates are valid at the epoch date displayed above.
 DH7145.The epoch date for horizontal control is a decimal equivalence
 DH7145.of Year/Month/Day.
 DH7145
 DH7145
 DH7145.The PID for the CORS L1 Phase Center is DH7146.
 DH7145
 DH7145.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7145
 DH7145.The ellipsoidal height was determined by GPS observations
 DH7145.and is referenced to NAD 83.
 DH7145
 DH7145.The geoid height was determined by GEOID03.
 DH7145
 DH7145;                    North         East     Units Scale Factor Converg.
 DH7145;SPC TXNC     - 2,083,016.296   710,690.022   MT  0.99993493   +0 38 30.5
 DH7145;SPC TXNC     - 6,834,029.30  2,331,655.51   sFT  0.99993493   +0 38 30.5
 DH7145
 DH7145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7145!SPC TXNC     -   0.99996402  x   0.99993493  =   0.99989895
 DH7145
 DH7145                          SUPERSEDED SURVEY CONTROL
 DH7145
 DH7145.No superseded survey control is available for this station.
 DH7145
 DH7145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5768187087(NAD 83)
 DH7145_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7145
 DH7145                          STATION DESCRIPTION
 DH7145
 DH7145'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7145'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7145'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7145'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7145'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7145'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7146 ***********************************************************************
 DH7146  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7146  DESIGNATION -  KEENE CORS L1 PHASE CENTER
 DH7146  CORS_ID     -  TXKE
 DH7146  PID         -  DH7146
 DH7146  STATE/COUNTY-  TX/JOHNSON
 DH7146  USGS QUAD   -  KEENE (1978)
 DH7146
 DH7146                         *CURRENT SURVEY CONTROL
 DH7146  ___________________________________________________________________
 DH7146* NAD 83(CORS)-  32 24 34.93261(N)    097 19 23.62249(W)     ADJUSTED  
 DH7146* NAVD 88     -                                                        
 DH7146  ___________________________________________________________________
 DH7146  EPOCH DATE  -        2002.00
 DH7146  X           -    -687,050.595 (meters)                     COMP
 DH7146  Y           -  -5,346,071.427 (meters)                     COMP
 DH7146  Z           -   3,398,996.562 (meters)                     COMP
 DH7146  ELLIP HEIGHT-         229.22  (meters)          (11/??/05) GPS OBS
 DH7146  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DH7146
 DH7146  HORZ ORDER  -  SPECIAL (CORS)
 DH7146  ELLP ORDER  -  SPECIAL (CORS)
 DH7146
 DH7146.ITRF positions are available for this station.
 DH7146.The coordinates were established by GPS observations
 DH7146.and adjusted by the National Geodetic Survey in November 2005..
 DH7146.The coordinates are valid at the epoch date displayed above.
 DH7146.The epoch date for horizontal control is a decimal equivalence
 DH7146.of Year/Month/Day.
 DH7146
 DH7146
 DH7146.The PID for the CORS ARP is DH7145.
 DH7146
 DH7146.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7146
 DH7146.The ellipsoidal height was determined by GPS observations
 DH7146.and is referenced to NAD 83.
 DH7146
 DH7146.The geoid height was determined by GEOID03.
 DH7146
 DH7146;                    North         East     Units Scale Factor Converg.
 DH7146;SPC TXNC     - 2,083,016.297   710,690.022   MT  0.99993493   +0 38 30.5
 DH7146;SPC TXNC     - 6,834,029.30  2,331,655.51   sFT  0.99993493   +0 38 30.5
 DH7146
 DH7146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7146!SPC TXNC     -   0.99996401  x   0.99993493  =   0.99989894
 DH7146
 DH7146                          SUPERSEDED SURVEY CONTROL
 DH7146
 DH7146.No superseded survey control is available for this station.
 DH7146
 DH7146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5768187087(NAD 83)
 DH7146_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7146
 DH7146                          STATION DESCRIPTION
 DH7146
 DH7146'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7146'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7146'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7146'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7146'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7146'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1018 ***********************************************************************
 CD1018  DESIGNATION -  KEENE ET
 CD1018  PID         -  CD1018
 CD1018  STATE/COUNTY-  TX/HUDSPETH
 CD1018  USGS QUAD   -  BEAN HILLS (1964)
 CD1018
 CD1018                         *CURRENT SURVEY CONTROL
 CD1018  ___________________________________________________________________
 CD1018* NAD 83(1993)-  31 12 34.56211(N)    105 04 50.78964(W)     ADJUSTED  
 CD1018* NAVD 88     -      1750.6    (meters)    5743.     (feet)  VERTCON   
 CD1018  ___________________________________________________________________
 CD1018  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 CD1018  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 CD1018
 CD1018  HORZ ORDER  -  THIRD
 CD1018
 CD1018.The horizontal coordinates were established by classical geodetic methods
 CD1018.and adjusted by the National Geodetic Survey in February 1996..
 CD1018
 CD1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD1018
 CD1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1018
 CD1018.The geoid height was determined by GEOID03.
 CD1018
 CD1018;                    North         East     Units Scale Factor Converg.
 CD1018;SPC TX C     - 3,180,693.706   247,781.657   MT  0.99988832   -2 26 42.8
 CD1018;SPC TX C     -10,435,325.93    812,930.32   sFT  0.99988832   -2 26 42.8
 CD1018;UTM  13      - 3,452,834.131   492,305.655   MT  0.99960073   -0 02 30.7
 CD1018
 CD1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1018!SPC TX C     -   0.99972872  x   0.99988832  =   0.99961707
 CD1018!UTM  13      -   0.99972872  x   0.99960073  =   0.99932956
 CD1018
 CD1018:                Primary Azimuth Mark                     Grid Az
 CD1018:SPC TX C     -  TP OUT                                   037 59 11.8
 CD1018:UTM  13      -  TP OUT                                   035 34 59.7
 CD1018
 CD1018|---------------------------------------------------------------------|
 CD1018| PID    Reference Object                     Distance      Geod. Az  |
 CD1018|                                                           dddmmss.s |
 CD1018| CD1016 TP OUT                              APPROX. 3.6 KM 0353229.0 |
 CD1018|---------------------------------------------------------------------|
 CD1018
 CD1018                          SUPERSEDED SURVEY CONTROL
 CD1018
 CD1018  NAD 83(1986)-  31 12 34.56282(N)    105 04 50.79008(W) AD(       ) 3
 CD1018  NAD 27      -  31 12 34.09867(N)    105 04 48.97964(W) AD(       ) 3
 CD1018  NGVD 29 (07/19/86) 1750.0    (m)         5741.     (f) VERT ANG       
 CD1018
 CD1018.Superseded values are not recommended for survey control.
 CD1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1018.See file dsdata.txt to determine how the superseded data were derived.
 CD1018
 CD1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ9230652834(NAD 83)
 CD1018_MARKER: DD = SURVEY DISK
 CD1018_SETTING: 66 = SET IN ROCK OUTCROP
 CD1018_SP_SET: SET IN ROCK OUTCROP
 CD1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD1018+STABILITY: POSITION/ELEVATION WELL
 CD1018
 CD1018  HISTORY     - Date     Condition        Report By
 CD1018  HISTORY     - 1963     MONUMENTED       USGS
 CD1018
 CD1018                          STATION DESCRIPTION
 CD1018
 CD1018'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CD1018'STATION LOCATED ABOUT 17 MI. /AIRLINE/ ENE OF SIERRA BLANCA, TEXAS,
 CD1018'ABOUT 7.5 MI. /AIRLINE/ N OF EAGLE FLAT RAILROAD SIDING ON THE TEXAS
 CD1018'AND PACIFIC RAILROAD.  STATION IS ON THE HIGHEST POINT OF THE E END
 CD1018'OF -SIERRA DIABLO-.  STATION WAS REACHED BY HELICOPTER.
 CD1018'
 CD1018'STATION MARK--STANDARD TABLET SET IN TOP OF ROCK OUTCROP AND STAMPED
 CD1018'-KEENE-ET 1963-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3087 ***********************************************************************
 CS3087  DESIGNATION -  KEENE SW JUNIOR COLLEGE TANK
 CS3087  PID         -  CS3087
 CS3087  STATE/COUNTY-  TX/JOHNSON
 CS3087  USGS QUAD   -  KEENE (1978)
 CS3087
 CS3087                         *CURRENT SURVEY CONTROL
 CS3087  ___________________________________________________________________
 CS3087* NAD 83(1993)-  32 23 49.85510(N)    097 19 38.34762(W)     ADJUSTED  
 CS3087* NAVD 88     -                                                        
 CS3087  ___________________________________________________________________
 CS3087  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 CS3087  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CS3087
 CS3087  HORZ ORDER  -  THIRD
 CS3087
 CS3087.The horizontal coordinates were established by classical geodetic methods
 CS3087.and adjusted by the National Geodetic Survey in February 1996..
 CS3087
 CS3087
 CS3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3087
 CS3087.The geoid height was determined by GEOID03.
 CS3087
 CS3087;                    North         East     Units Scale Factor Converg.
 CS3087;SPC TXNC     - 2,081,623.608   710,320.792   MT  0.99993738   +0 38 22.5
 CS3087;SPC TXNC     - 6,829,460.12  2,330,444.13   sFT  0.99993738   +0 38 22.5
 CS3087;UTM  14      - 3,585,692.271   657,318.402   MT  0.99990520   +0 53 47.0
 CS3087
 CS3087                          SUPERSEDED SURVEY CONTROL
 CS3087
 CS3087  NAD 83(1986)-  32 23 49.85968(N)    097 19 38.32837(W) AD(       ) 4
 CS3087  NAD 27      -  32 23 49.34800(N)    097 19 37.27200(W) AD(       ) 3
 CS3087
 CS3087.Superseded values are not recommended for survey control.
 CS3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3087.See file dsdata.txt to determine how the superseded data were derived.
 CS3087
 CS3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA5731885692(NAD 83)
 CS3087_MARKER: 51 = TANK
 CS3087
 CS3087  HISTORY     - Date     Condition        Report By
 CS3087  HISTORY     - 1946     FIRST OBSERVED   CGS
 CS3087  HISTORY     - 1948     GOOD             CGS
 CS3087  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 CS3087  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 CS3087  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS3087
 CS3087                          STATION DESCRIPTION
 CS3087
 CS3087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 CS3087'SILVER WATER TANK ABOUT 100 FEET HIGH, LOCATED IN CENTER OF
 CS3087'THE SMALL TOWN OF KEENE, ABOUT 5 MILES NE OF CLEBURNE ON
 CS3087'U.S. HIGHWAY 67.  IT IS NW OF A LARGE BRICK SCHOOLHOUSE.
 CS3087
 CS3087                          STATION RECOVERY (1948)
 CS3087
 CS3087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GLS)
 CS3087'THE STATION IS LOCATED ON THE GROUNDS OF THE SOUTHWESTERN
 CS3087'JUNIOR COLLEGE IN THE TOWN OF KEENE.  IT IS A 4 LEGGED, STEEL
 CS3087'WATER TANK ABOUT 150 FEET HIGH WITH BLACK PAINTED LEGS AND
 CS3087'A SILVER TANK.
 CS3087'
 CS3087'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CS3087'
 CS3087'POSITION CHECKS WITH KEENE, MUNICIPAL WATER TANK, 1946.
 CS3087
 CS3087                          STATION RECOVERY (1994)
 CS3087
 CS3087'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3087'MARK NOT FOUND.
 CS3087
 CS3087                          STATION RECOVERY (1999)
 CS3087
 CS3087'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3087'MARK NOT FOUND.
 CS3087
 CS3087                          STATION RECOVERY (2004)
 CS3087
 CS3087'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEC)
 CS3087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0421 ***********************************************************************
 AM0421  DESIGNATION -  KEG
 AM0421  PID         -  AM0421
 AM0421  STATE/COUNTY-  TX/BRAZORIA
 AM0421  USGS QUAD   -  FREEPORT (1974)
 AM0421
 AM0421                         *CURRENT SURVEY CONTROL
 AM0421  ___________________________________________________________________
 AM0421* NAD 83(1993)-  28 54 49.17056(N)    095 20 33.15534(W)     ADJUSTED  
 AM0421* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AM0421  ___________________________________________________________________
 AM0421  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AM0421  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AM0421
 AM0421  HORZ ORDER  -  THIRD
 AM0421
 AM0421.The horizontal coordinates were established by classical geodetic methods
 AM0421.and adjusted by the National Geodetic Survey in February 1996..
 AM0421
 AM0421.The orthometric height was scaled from a topographic map.
 AM0421
 AM0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0421
 AM0421.The geoid height was determined by GEOID03.
 AM0421
 AM0421;                    North         East     Units Scale Factor Converg.
 AM0421;SPC TXSC     - 4,125,305.827   956,577.024   MT  0.99989008   +1 47 30.6
 AM0421;SPC TXSC     -13,534,440.87  3,138,369.79   sFT  0.99989008   +1 47 30.6
 AM0421;UTM  15      - 3,200,677.912   271,612.978   MT  1.00024373   -1 07 59.1
 AM0421
 AM0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0421!SPC TXSC     -   1.00000382  x   0.99989008  =   0.99989390
 AM0421!UTM  15      -   1.00000382  x   1.00024373  =   1.00024756
 AM0421
 AM0421:                Primary Azimuth Mark                     Grid Az
 AM0421:SPC TXSC     -  BRAZOS RIVER LIGHTHOUSE                  041 43 40.9
 AM0421:UTM  15      -  BRAZOS RIVER LIGHTHOUSE                  044 39 10.6
 AM0421
 AM0421|---------------------------------------------------------------------|
 AM0421| PID    Reference Object                     Distance      Geod. Az  |
 AM0421|                                                           dddmmss.s |
 AM0421| AM0425 BRAZOS RIVER LIGHTHOUSE             APPROX. 4.8 KM 0433111.5 |
 AM0421| CV5924 5                                                  0574658.0 |
 AM0421| CV7330 KEG RM 3                             21.533 METERS 06631     |
 AM0421| CV7327 KEG AZ MK                                          2311039.1 |
 AM0421| CV7329 KEG RM 2                                           2361027.5 |
 AM0421| CV7328 KEG RM 1                             20.875 METERS 33703     |
 AM0421| AM0415 FREEPORT MUNICIPAL TANK             APPROX. 4.4 KM 3451811.6 |
 AM0421| AM0414 FREEPORT MUNICIPAL TANK             APPROX. 4.2 KM 3544518.3 |
 AM0421|---------------------------------------------------------------------|
 AM0421
 AM0421                          SUPERSEDED SURVEY CONTROL
 AM0421
 AM0421  NAD 83(1986)-  28 54 49.18009(N)    095 20 33.13477(W) AD(       ) 3
 AM0421  NAD 27      -  28 54 48.29000(N)    095 20 32.34400(W) AD(       ) 3
 AM0421
 AM0421.Superseded values are not recommended for survey control.
 AM0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0421.See file dsdata.txt to determine how the superseded data were derived.
 AM0421
 AM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN7161300678(NAD 83)
 AM0421_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AM0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0421_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AM0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0421+STABILITY: SURFACE MOTION
 AM0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0421+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 AM0421
 AM0421  HISTORY     - Date     Condition        Report By
 AM0421  HISTORY     - 1934     MONUMENTED       CGS
 AM0421  HISTORY     - 1937     GOOD             CGS
 AM0421  HISTORY     - 1947     GOOD             CGS
 AM0421  HISTORY     - 1958     GOOD             SHELL
 AM0421  HISTORY     - 1960     GOOD             CGS
 AM0421  HISTORY     - 1962     GOOD             CGS
 AM0421  HISTORY     - 1963     GOOD             CGS
 AM0421  HISTORY     - 1969     GOOD             CGS
 AM0421  HISTORY     - 1982     GOOD             NOS
 AM0421  HISTORY     - 20050105 GOOD             INDIV
 AM0421
 AM0421                          STATION DESCRIPTION
 AM0421
 AM0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AM0421'STATION IS LOCATED ABOUT 2-3/4 MILES S FROM FREEPORT.  IT IS
 AM0421'SITUATED ON A GRASSY KNOLL, 250 METERS NW FROM THE GULF BEACH,
 AM0421'0.4 MILE NE FROM BRYAN BEACH DANCE PAVILION, AND 90 METERS
 AM0421'SE FROM THE EDGE OF A MARSH.
 AM0421'
 AM0421'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AM0421'SET IN CONCRETE.
 AM0421'
 AM0421'REFERENCE MARK 2 IS NEAR DANCE PAVILION.
 AM0421'
 AM0421'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE STATION--FREEPORT
 AM0421'MUNICIPAL WATER TANK, 342 DEG 30 MIN.  BRYAN MOUND WATER TANK,
 AM0421'259 DEG.  AND BRAZOS LIGHTHOUSE, 30 DEG.
 AM0421'
 AM0421'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 METERS.
 AM0421
 AM0421                          STATION RECOVERY (1937)
 AM0421
 AM0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FSB)
 AM0421'STATION IS 450 METERS NW FROM GULF BEACH HIGH-WATER LINE
 AM0421'AND 710 METERS, 55 DEG (T), FROM ELEVATED WOODEN WATER TANK
 AM0421'AT BRYAN BEACH.
 AM0421
 AM0421                          STATION RECOVERY (1947)
 AM0421
 AM0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RAG)
 AM0421'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY E.O.H.
 AM0421'IN 1934, EXCEPT THAT THE DANCE PAVILION NO LONGER EXISTS.
 AM0421'STATION CAN BE REACHED BY A TRACK ROAD TURNING OFF THE BEACH
 AM0421'ROAD AT AN OLD CONCRETE PLATFORM OF AN OLD WOODEN WATER TANK.
 AM0421'
 AM0421'R.M. 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AM0421'
 AM0421'R.M. 2 WAS NOT RECOVERED ALTHOUGH A THOROUGH SEARCH WAS MADE.
 AM0421
 AM0421                          STATION RECOVERY (1958)
 AM0421
 AM0421'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AM0421'STATION RECOVERED IN GOOD CONDITION.  TO REACH STATION NOW GO
 AM0421'SOUTH FROM FREEPORT ON BRYAN BEACH ROAD, CROSS INTRACOASTAL
 AM0421'CANAL, GO 0.45 MILES TO BROKEN CONCRETE FOUNDATION ON LEFT
 AM0421'SIDE OF ROAD.  TURN LEFT, GO APPROXIMATELY 0.8 MILES ON TRACK
 AM0421'ROAD TO STATION, MARKED BY TWO 6 X 6 PILINGS, 3 FEET HIGH.
 AM0421'R.M. NO. 1 RECOVERED IN GOOD CONDITION.  BEACH HAS RECEDED
 AM0421'SOUTH AND IS NOW ABOUT 1/2 MILE SOUTH OF STATION.
 AM0421
 AM0421                          STATION RECOVERY (1960)
 AM0421
 AM0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AM0421'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2 COULD
 AM0421'NOT BE FOUND.  IT APPEARS TO HAVE BEEN DESTROYED BY ROAD
 AM0421'CONSTRUCTION.  R.M. 3 WAS ESTABLISHED.  REVISED DESCRIPTION
 AM0421'FOLLOWS.  STATION IS LOCATED ABOUT 2.75 MILES SOUTHWEST OF
 AM0421'FREEPORT IN THE VICINITY OF BRYAN BEACH.  IT IS ABOUT 0.75 MILES
 AM0421'SOUTHWEST OF THE PONTOON BRIDGE OVER THE INTRACOASTAL WATERWAY,
 AM0421'ON A LOW GRASS-COVERED SANDY RIDGE, 49.7 FEET NORTHWEST OF
 AM0421'THE CENTERLINE OF A SHELL ROAD, 9.5 FEET NORTHEAST AND
 AM0421'SOUTHEAST OF 2 4 BY 4 POSTS 3 FEET HIGH AND 1.5 FEET
 AM0421'SOUTHWEST OF A WITNESS POST.  A STANDARD DISK STAMPED KEG
 AM0421'1934 IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 AM0421'
 AM0421'R.M. 1 IS 19.870 METERS NORTHWEST OF THE STATION, NEAR THE EDGE
 AM0421'OF THE RIDGE.  A STANDARD DISK STAMPED KEG 1 1934 IN TOP OF A
 AM0421'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.
 AM0421'
 AM0421'R.M. 3 IS 70.2 FEET NORTHEAST OF THE STATION, 41.0 FEET NORTHWEST
 AM0421'OF THE CENTERLINE OF THE SHELL ROAD AND 2.0 FEET NORTHWEST OF
 AM0421'A FENCE.  A STANDARD DISK STAMPED KEG R.M. 3 1934 IN TOP OF A
 AM0421'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 AM0421'
 AM0421'TO REACH FROM THE PONTOON BRIDGE OVER THE INTRACOASTAL WATERWAY,
 AM0421'GO SOUTH ON SHELL ROAD 0.4 MILE TO A T INTERSECTION, TURN
 AM0421'RIGHT (WEST) ON SHELL ROAD 0.25 MILE TO THE STATION ON THE
 AM0421'RIGHT.
 AM0421
 AM0421                          STATION RECOVERY (1962)
 AM0421
 AM0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SLH)
 AM0421'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE REFERENCE
 AM0421'MARKS WERE NOT SEARCHED FOR.
 AM0421
 AM0421                          STATION RECOVERY (1963)
 AM0421
 AM0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 AM0421'THE STATION WAS RECOVERED.  THE STATION MARK, REFERENCE
 AM0421'MARKS 1 AND 3 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 AM0421'2 WAS NOT RECOVERED AFTER A THOROUGH SEARCH WAS MADE.  AN
 AM0421'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 AM0421'
 AM0421'MEASUREMENT FROM THE STATION MARK TO REFERENCE MARK 1 DID
 AM0421'NOT AGREE WITH THE PREVIOUS PUBLISHED DISTANCE.  THE DISTANCE
 AM0421'TO REFERENCE MARK 3 ALSO FAILED TO CHECK THE PREVIOUS MEASUREMENT
 AM0421'IN 1960.
 AM0421'
 AM0421'DUE TO CHANGES IN ROADS AND ETC. THE FOLLOWING ADDITIONS
 AM0421'ARE IN ORDER.
 AM0421'
 AM0421'THE STATION MARKED BY STANDARD DISK STAMPED KEG 1934 SET
 AM0421'IN 12 BY 12 INCH CONCRETE POST, 50 FEET NORTHWEST OF CENTERLINE
 AM0421'OF SHELL ROAD, 4 FEET WEST OF STEEL WITNESS POST, AND PROJECTS
 AM0421'2 INCHES ABOVE THE GROUND.
 AM0421'
 AM0421'REFERENCE MARK 1, STANDARD DISK STAMPED KEG 1 1934 SET IN
 AM0421'12 BY 14 INCH CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 AM0421'THE GROUND.
 AM0421'
 AM0421'REFERENCE MARK 3, STANDARD DISK STAMPED KEG NO 3 1934 SET
 AM0421'IN ROUND CONCRETE POST 8-INCHES IN DIAMETER WHICH PROJECTS
 AM0421'3-INCHES ABOVE THE GROUND, 41 FEET NORTHWEST OF CENTERLINE
 AM0421'OF SHELL ROAD.
 AM0421'
 AM0421'AZIMUTH MARK, STANDARD DISK STAMPED KEG 1934 RESET 1963 SET
 AM0421'IN 10 BY 10 INCH CONCRETE POST, 317 FEET SOUTHWEST OF CROSSROAD,
 AM0421'110 FEET NORTHWEST OF TRACK ROAD, 31.5 FEET NORTHWEST OF A
 AM0421'12-INCH CORNER POST, 24.5 FEET WEST OF CENTERLINE OF SHELL
 AM0421'ROAD WHICH LEADS TO THE BEACH, AND FLUSH WITH THE GROUND.
 AM0421'
 AM0421'USED 5, A 3-1/2 INCH U.S. ENGINEER DEPARTMENT DISK, STAMPED
 AM0421'5, SET IN 8 BY 8 INCH CONCRETE POST, IN WHICH IS ETCHED
 AM0421'1934, 65 FEET NORTHWEST OF CENTERLINE OF TAR ROAD, 35 FEET
 AM0421'WEST OF A 8-INCH POST WHICH PROJECTS 8 FEET AND HAS NO. 30
 AM0421'ATTACHED.
 AM0421'
 AM0421'TO REACH THE STATION FROM THE INTERSECTION OF 2ND AND PINE
 AM0421'STREETS IN FREEPORT, GO SOUTH ON PINE STREET (FARM ROAD 1495)
 AM0421'FOR 0.85 MILE, KEEP LEFT FORK GOING SOUTHEAST ON TAR ROAD
 AM0421'1.25 MILES CROSSING BRIDGE AT INTRACOASTAL CANAL, CONTINUE
 AM0421'FOR 0.4 MILE TO T-JUNCTION*, TURN RIGHT GOING SOUTHWEST
 AM0421'ON SHELL ROAD 0.35 MILE TO THE STATION ON RIGHT.
 AM0421'
 AM0421'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 AM0421'ON SHELL ROAD 0.45 MILE TO CROSSROAD, TURN LEFT GOING SOUTHEAST
 AM0421'FOR ABOUT 0.05 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 AM0421'
 AM0421'TO REACH USED 5 FROM THE T-JUNCTION*, GO NORTHEAST ON TAR
 AM0421'ROAD FOR 0.45 MILE TO THE MARK ON LEFT AS DESCRIBED.
 AM0421
 AM0421                          STATION RECOVERY (1969)
 AM0421
 AM0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AM0421'ALL MARKS FOUND TO BE IN GOOD CONDITION EXCEPT REFERENCE MARK
 AM0421'NO. 3 IT HAS BEEN DESTROYED.
 AM0421'
 AM0421'DESCRIPTION AND ROUTE PROCEEDING TO STATION AS DESCRIBED BY
 AM0421'G.C. RANDALL IN 1963 IS ENTIRELY ADEQUATE FOR RECOVERY.
 AM0421'
 AM0421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-3/4 MILES
 AM0421'SOUTH OF FREEPORT
 AM0421
 AM0421                          STATION RECOVERY (1982)
 AM0421
 AM0421'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AM0421'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AM0421
 AM0421                          STATION RECOVERY (2005)
 AM0421
 AM0421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RDH)
 AM0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0483 ***********************************************************************
 AV0483  DESIGNATION -  KEITH
 AV0483  PID         -  AV0483
 AV0483  STATE/COUNTY-  TX/JEFFERSON
 AV0483  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0483
 AV0483                         *CURRENT SURVEY CONTROL
 AV0483  ___________________________________________________________________
 AV0483* NAD 83(1993)-  29 46 34.63266(N)    093 56 36.17014(W)     ADJUSTED  
 AV0483* NAVD 88     -         2.47   (+/-2cm)       8.1    (feet)  VERTCON   
 AV0483  ___________________________________________________________________
 AV0483  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AV0483  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AV0483
 AV0483  HORZ ORDER  -  SECOND
 AV0483  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0483
 AV0483.The horizontal coordinates were established by classical geodetic methods
 AV0483.and adjusted by the National Geodetic Survey in February 1996..
 AV0483
 AV0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0483.The vertical order pertains to the NGVD 29 superseded value.
 AV0483
 AV0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0483
 AV0483.The geoid height was determined by GEOID03.
 AV0483
 AV0483;                    North         East     Units Scale Factor Converg.
 AV0483;SPC TXSC     - 4,225,900.879 1,088,780.259   MT  0.99989281   +2 28 38.3
 AV0483;SPC TXSC     -13,864,476.47  3,572,106.57   sFT  0.99989281   +2 28 38.3
 AV0483;SPC LA S     -   144,343.634   747,641.958   MT  0.99993338   -1 18 18.2
 AV0483;SPC LA S     -   473,567.41  2,452,888.66   sFT  0.99993338   -1 18 18.2
 AV0483;UTM  15      - 3,294,369.397   408,807.637   MT  0.99970260   -0 28 06.7
 AV0483
 AV0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0483!SPC TXSC     -   1.00000387  x   0.99989281  =   0.99989668
 AV0483!SPC LA S     -   1.00000387  x   0.99993338  =   0.99993725
 AV0483!UTM  15      -   1.00000387  x   0.99970260  =   0.99970647
 AV0483
 AV0483:                Primary Azimuth Mark                     Grid Az
 AV0483:SPC TXSC     -  PORT ARTHUR GOODHUE HOTEL TWR            001 33 59.1
 AV0483:SPC LA S     -  PORT ARTHUR GOODHUE HOTEL TWR            005 20 55.6
 AV0483:UTM  15      -  PORT ARTHUR GOODHUE HOTEL TWR            004 30 44.1
 AV0483
 AV0483|---------------------------------------------------------------------|
 AV0483| PID    Reference Object                     Distance      Geod. Az  |
 AV0483|                                                           dddmmss.s |
 AV0483| AV0935 PORT ARTHUR GOODHUE HOTEL TWR       APPROX.10.7 KM 0040237.4 |
 AV0483| AV0954 PATSY                               APPROX. 5.6 KM 0953431.0 |
 AV0483| AV0947 SABINE PASS TOLL BRIDGE LIGHT       APPROX. 4.7 KM 1042606.4 |
 AV0483| AV0895 SABINE PASS RADIO TOWER             APPROX.11.3 KM 1265321.4 |
 AV0483| AV0898 SABINE PASS COAST GUARD LOT         APPROX. 8.8 KM 1271425.1 |
 AV0483| AV0897 SABINE PASS CG FM RAD MAST          APPROX. 8.8 KM 1272026.0 |
 AV0483| AV0903 SABINE PASS TV STA KBMT MAST        APPROX.10.4 KM 1313450.8 |
 AV0483| AV0911 SABINE PASS WATER TANK              APPROX. 6.4 KM 1352903.3 |
 AV0483| AV0940 PORT ARTHUR CANAL RNG BC R LT       226.881 METERS 17609     |
 AV0483| AV0484 KEITH RM 2                           25.807 METERS 22100     |
 AV0483| CV9947 KEITH RM 1                           21.670 METERS 31307     |
 AV0483| CV9946 KEITH AZ MK                                        3231750.2 |
 AV0483| AV0943 PORT ARTHUR RCA COM WPA MAST        APPROX. 5.2 KM 3394138.9 |
 AV0483| AV0957 W PORT ARTHUR W RAD MAST            APPROX. 7.6 KM 3415550.6 |
 AV0483| AV0955 W PORT ARTHUR E RAD MAST            APPROX. 7.5 KM 3422752.8 |
 AV0483| AV0958 PORT ARTHUR GULF REFIN TAL STK      APPROX.10.2 KM 3461836.1 |
 AV0483| AV0946 PORT ARTHUR SW MUNICIPAL TANK       APPROX.10.7 KM 3585821.7 |
 AV0483|---------------------------------------------------------------------|
 AV0483
 AV0483                          SUPERSEDED SURVEY CONTROL
 AV0483
 AV0483  NAD 83(1993)-  29 46 34.63251(N)    093 56 36.17008(W) AD(       ) 2
 AV0483  NAD 83(1986)-  29 46 34.65572(N)    093 56 36.15544(W) AD(       ) 2
 AV0483  NAD 27      -  29 46 33.87920(N)    093 56 35.54340(W) AD(       ) 2
 AV0483  NGVD 29 (??/??/??)    2.455  (m)            8.05   (f) ADJUSTED    1 2
 AV0483
 AV0483.Superseded values are not recommended for survey control.
 AV0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0483.See file dsdata.txt to determine how the superseded data were derived.
 AV0483
 AV0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN0880894369(NAD 83)
 AV0483_MARKER: I = METAL ROD
 AV0483_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AV0483_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AV0483_STAMPING: TRI STA
 AV0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0483
 AV0483  HISTORY     - Date     Condition        Report By
 AV0483  HISTORY     - 1909     MONUMENTED       USE
 AV0483  HISTORY     - 1931     GOOD             TSI
 AV0483  HISTORY     - 1933     GOOD             CGS
 AV0483  HISTORY     - 1934     GOOD             CGS
 AV0483  HISTORY     - 1953     SEE DESCRIPTION  CGS
 AV0483  HISTORY     - 1959     GOOD             CGS
 AV0483  HISTORY     - 1960     GOOD             CGS
 AV0483  HISTORY     - 1963     SEE DESCRIPTION  CGS
 AV0483  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AV0483  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 AV0483
 AV0483                          STATION DESCRIPTION
 AV0483
 AV0483'DESCRIBED BY US ENGINEERS 1909
 AV0483'STATION IS LOCATED ON THE POINT OF LAND BETWEEN THE PORT ARTHUR
 AV0483'SHIP CANAL AND KEITH LAKE, 48 METERS N OF THE RAILROAD BRIDGE
 AV0483'ACROSS THE INLET FROM THE CANAL TO THE LAKE, 23 METERS FROM THE
 AV0483'SHELL ROAD FROM SABINE TO PORT ARTHUR, AND 70 METERS FROM THE
 AV0483'SHORE OF KEITH LAKE.  AN OLD ONE-STORY WOODEN HOUSE STANDS 62
 AV0483'METERS S OF THE STATION.
 AV0483'
 AV0483'STATION MARK IS A 3-INCH GALVANIZED-IRON PIPE 4-1/2 FEET
 AV0483'LONG, WITH A FLANGE AT THE BOTTOM, FILLED WITH AND SET IN
 AV0483'CONCRETE, AND PROJECTING 20 INCHES ABOVE THE GROUND.
 AV0483
 AV0483                          STATION RECOVERY (1931)
 AV0483
 AV0483'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1931
 AV0483'STATION IN GOOD CONDITION.  84 FEET W OF CENTER LINE OF PORT
 AV0483'ARTHUR-SABINE SHELL ROAD.  ORIGINAL DESCRIPTION DID NOT GIVE
 AV0483'DIRECTION FROM ROAD, OTHERWISE DESCRIPTION GOOD.
 AV0483
 AV0483                          STATION RECOVERY (1933)
 AV0483
 AV0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 AV0483'STATION RECOVERED AS DESCRIBED IN 1909.  TWO REFERENCE MARKS
 AV0483'WERE ESTABLISHED.  THEY ARE BRONZE DISKS SET IN CONCRETE.  THE
 AV0483'RAILROAD BRIDGE MENTIONED IN THE 1909 DESCRIPTION HAS BEEN
 AV0483'REMOVED.  A 20-FOOT SIGNAL WAS ERECTED, 10 FEET IS HIGH ENOUGH.
 AV0483'
 AV0483'STATION IS LOCATED 183 METERS NW OF THE CONCRETE HIGHWAY
 AV0483'BRIDGE ACROSS KEITH LAKE CANAL, 25 METERS SW OF THE PORT
 AV0483'ARTHUR-SABINE PASS ROAD, 52 METERS FROM KEITH LAKE, AND 10
 AV0483'METERS FROM A BARBED-WIRE FENCE.  IT IS IN PASTURE LAND ON
 AV0483'HIGHEST POINT IN VICINITY.
 AV0483'
 AV0483'REFERENCE MARK 1 IS LOWER THAN STATION AND TOWARD LAKE FROM IT.
 AV0483'REFERENCE MARK 2 IS INSIDE FENCELINE TO NW.
 AV0483
 AV0483                          STATION RECOVERY (1934)
 AV0483
 AV0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WEP)
 AV0483'RECOVERED AS DESCRIBED IN 1933.
 AV0483
 AV0483                          STATION RECOVERY (1953)
 AV0483
 AV0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CRR)
 AV0483'REFERENCE MARK 2 IS 4.9 MI. NW ALONG STATE HIGHWAY 87 FROM
 AV0483'THE DICK DOWLING MONUMENT AT SABINE PASS, 0.1 MI. W OF A WOODEN
 AV0483'BRIDGE OVER KEITH LAKE, 148 FT. SW OF THE CENTERLINE OF THE
 AV0483'HIGHWAY, 85 FT. SW OF BENCH MARK KEITH (U.S.E.), 60 FT. NE OF THE
 AV0483'NE SHORE OF KEITH LAKE, A REFERENCE-MARK DISK, SET IN THE TOP
 AV0483'OF A CONCRETE POST WHICH PROJECTS 0.3 FT. ABOVE THE GROUND,
 AV0483'AND STAMPED NO 2.
 AV0483
 AV0483                          STATION RECOVERY (1959)
 AV0483
 AV0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 AV0483'4.8 MI NW FROM SABINE PASS.
 AV0483'ABOUT 4.8 MILES NORTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AV0483'MONUMENT AT SABINE PASS, ABOUT 0.1 MILE NORTHWEST OF A WOODEN BRIDGE
 AV0483'OVER KEITH LAKE, 62 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AV0483'67 FEET WEST OF A POWER POLE, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 AV0483'HIGHWAY, ABOUT 2 FEET ABOVE THE GROUND, THE PIPE IS FILLED WITH
 AV0483'CONCRETE, AND THE LETTERS TRI STA ARE STAMPED ON THE EAST EDGE OF THE
 AV0483'PIPE. THE TOP OF A 3 INCH IRON PIPE.
 AV0483
 AV0483                          STATION RECOVERY (1960)
 AV0483
 AV0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKW)
 AV0483'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 1 WAS
 AV0483'FOUND PUSHED OUT OF THE GROUND AND WAS RE-ESTABLISHED USING
 AV0483'THE ORIGINAL MARK.  REVISED DESCRIPTION FOLLOWS, STATION IS
 AV0483'LOCATED ON THE POINT OF LAND BETWEEN THE PORT ARTHUR SHIP CHANNEL
 AV0483'AND KEITH LAKE, ON A SAND MOUND ABOUT 500 FEET NORTHWEST OF
 AV0483'THE BRIDGE OVER KEITH LAKE, 67.0 FEET NORTHWEST OF A POWER
 AV0483'LINE POLE, 63.0 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 87
 AV0483'AND 10.0 FEET SOUTHWEST OF A FENCE.  STATION IS MARKED BY
 AV0483'A 3 INCH GALVANIZED IRON PIPE FILLED WITH CEMENT AND PROJECTS
 AV0483'1 FOOT ABOVE GROUND.
 AV0483'
 AV0483'R.M. 1 IS NORTHEAST OF THE STATION NEAR A FENCE CORNER, 39.0
 AV0483'FEET SOUTH OF A FENCE AND 5.5 FEET WEST OF A FENCE.  A STANDARD
 AV0483'DISK STAMPED NO. 1 IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 AV0483'4 INCHES ABOVE GROUND.
 AV0483'
 AV0483'R.M. 2 IS SOUTHWEST OF THE STATION, ON THE SOUTHWEST SLOPE
 AV0483'OF THE MOUND, 42.0 FEET NORTHEAST OF THE SHORELINE OF KEITH
 AV0483'LAKE AND 1 FOOT SOUTH OF A WITNESS POST.  A STANDARD DISK
 AV0483'STAMPED NO. 2 IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 AV0483'2 INCHES ABOVE GROUND.
 AV0483'
 AV0483'TO REACH FROM THE MAIN INTERSECTION IN SABINE PASS, GO NORTHWEST
 AV0483'ON STATE HIGHWAY 87 FOR 4.5 MILES TO THE STATION ON THE LEFT.
 AV0483'
 AV0483'THE FOLLOWING DISTANCES AND DIRECTIONS WERE OBSERVED.
 AV0483
 AV0483                          STATION RECOVERY (1963)
 AV0483
 AV0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AV0483'THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE FOUND TO BE
 AV0483'AS DESCRIBED IN THE 1960 RECOVERY NOTE.  A NEW AZIMUTH MARK
 AV0483'WAS SET ON THIS DATE.  THE TO REACH IS ADEQUATE.
 AV0483'
 AV0483'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST NORTHEAST
 AV0483'ON STATE HIGHWAY 87 FOR 0.35 MILE, TO A SHELL SIDE ROAD LEFT,
 AV0483'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 AV0483'
 AV0483'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, KEITH 1963, SET
 AV0483'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS
 AV0483'FLUSH WITH THE GROUND SURFACE.  IT IS 2.4 FEET NORTHEAST OF
 AV0483'TELEPHONE POLE NO. 0015, 11.0 FEET NORTHEAST OF FENCE CORNER
 AV0483'AND 63.0 FEET SOUTHWEST OF CENTERLINE OF STATE HIGHWAY 87.
 AV0483
 AV0483                          STATION RECOVERY (1985)
 AV0483
 AV0483'RECOVERY NOTE BY US POWER SQUADRON 1985 (GBW)
 AV0483'REPEATED SURVEYS HAVE FAILED TO PRODUCE ANY EVIDENCE OF BENCH MARK
 AV0483'KEITH TRIANGULATION STATION.  THE GROUND IN THIS AREA APPEARS TO HAVE
 AV0483'BEEN DISTRUBED BY EARTH MOVING EQUIPMENT.  APPARENTLY KEITH HAS BEEN
 AV0483'DESTROYED.  PART OF THE IMMEDIATE AREA IS NOW AN UNDERWATER SWAMP.
 AV0483'DRY LAND AREA IS CONSIDERABLY REDUCED NOW, BASED ON EARLIER
 AV0483'REPORTED SURVEYS.
 AV0483'
 AV0483'R.M. 1 NOT FOUND.
 AV0483'REPEATED THOROUGH SEARCHES HAVE FAILED TO PRODUCE ANY EVIDENCE OF
 AV0483'THIS REFERENCE MARK.  THE GROUND IN THE AREA APPEARS TO HAVE BEEN
 AV0483'DISTURBED BY EARTH-MOVING EQUIPMENT.  MUCH OF THE AREA IS NOW
 AV0483'WATER-COVERED, COMPARED TO EARLIER SURVEYS.
 AV0483'
 AV0483'R.M. 2 NOT FOUND.
 AV0483'REPEATED THOROUGH SEARCHES HAVE FAILED TO PRODUCE ANY EVIDENCE OF
 AV0483'THIS REFERENCE MARK.  GROUND APPEARS TO HAVE BEEN DISTURBED BY
 AV0483'EARTH-MOVING EQUIPMENT.  MUCH OF THE AREA IS NOW WATER-COVERED,
 AV0483'COMPARED TO EARLIER SURVEYS.
 AV0483
 AV0483                          STATION RECOVERY (1993)
 AV0483
 AV0483'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0484 ***********************************************************************
 AV0484  DESIGNATION -  KEITH RM 2
 AV0484  PID         -  AV0484
 AV0484  STATE/COUNTY-  TX/JEFFERSON
 AV0484  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0484
 AV0484                         *CURRENT SURVEY CONTROL
 AV0484  ___________________________________________________________________
 AV0484* NAD 83(1986)-  29 46 35.     (N)    093 56 37.     (W)     SCALED    
 AV0484* NAVD 88     -         1.28   (+/-2cm)       4.2    (feet)  VERTCON   
 AV0484  ___________________________________________________________________
 AV0484  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AV0484
 AV0484  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0484
 AV0484.The horizontal coordinates were scaled from a topographic map and have
 AV0484.an estimated accuracy of +/- 6 seconds.
 AV0484
 AV0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0484.The vertical order pertains to the NGVD 29 superseded value.
 AV0484
 AV0484.The geoid height was determined by GEOID03.
 AV0484
 AV0484;                    North         East    Units  Estimated Accuracy
 AV0484;SPC TXSC     - 4,225,910.    1,088,760.      MT  (+/- 180 meters Scaled)
 AV0484
 AV0484                          SUPERSEDED SURVEY CONTROL
 AV0484
 AV0484  NGVD 29 (??/??/??)    1.265  (m)            4.15   (f) ADJUSTED    1 2
 AV0484
 AV0484.Superseded values are not recommended for survey control.
 AV0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0484.See file dsdata.txt to determine how the superseded data were derived.
 AV0484
 AV0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN087943(NAD 83)
 AV0484_MARKER: DR = REFERENCE MARK DISK
 AV0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0484_STAMPING: NO 2
 AV0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0484+STABILITY: SURFACE MOTION
 AV0484
 AV0484  HISTORY     - Date     Condition        Report By
 AV0484  HISTORY     - 1933     MONUMENTED       CGS
 AV0484  HISTORY     - 1959     GOOD             CGS
 AV0484  HISTORY     - 19890508 MARK NOT FOUND   USPSQD
 AV0484  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 AV0484  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 AV0484  HISTORY     - 20001231 MARK NOT FOUND   NGS
 AV0484  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AV0484  HISTORY     - 20040309 MARK NOT FOUND   USPSQD
 AV0484
 AV0484                          STATION DESCRIPTION
 AV0484
 AV0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0484'4.8 MI NW FROM SABINE PASS.
 AV0484'ABOUT 4.8 MILES NORTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING
 AV0484'MONUMENT AT SABINE PASS, ABOUT 0.1 MILE NORTHWEST OF A WOODEN BRIDGE
 AV0484'OVER KEITH LAKE, 148 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AV0484'85 FEET SOUTHWEST OF KEITH (U.S.E.), 44 FEET NORTHEAST OF THE
 AV0484'NORTHEAST SHORE OF KEITH LAKE, 14 FEET SOUTHWEST OF A FENCE, 1.0 FOOT
 AV0484'EAST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 AV0484'PROJECTING 4 INCHES.
 AV0484
 AV0484                          STATION RECOVERY (1989)
 AV0484
 AV0484'RECOVERY NOTE BY US POWER SQUADRON 1989 (TRB)
 AV0484'MARK NOT FOUND.
 AV0484
 AV0484                          STATION RECOVERY (1993)
 AV0484
 AV0484'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0484'MARK NOT FOUND.
 AV0484
 AV0484                          STATION RECOVERY (1994)
 AV0484
 AV0484'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0484'MARK NOT FOUND.
 AV0484
 AV0484                          STATION RECOVERY (2000)
 AV0484
 AV0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0484
 AV0484                          STATION RECOVERY (2001)
 AV0484
 AV0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0484
 AV0484                          STATION RECOVERY (2004)
 AV0484
 AV0484'RECOVERY NOTE BY US POWER SQUADRON 2004 (WAF)
 AV0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2987 ***********************************************************************
 CS2987  DESIGNATION -  KELL RESET
 CS2987  PID         -  CS2987
 CS2987  STATE/COUNTY-  TX/TARRANT
 CS2987  USGS QUAD   -  KELLER (1981)
 CS2987
 CS2987                         *CURRENT SURVEY CONTROL
 CS2987  ___________________________________________________________________
 CS2987* NAD 83(1993)-  32 56 28.49670(N)    097 15 12.95679(W)     ADJUSTED  
 CS2987* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 CS2987  ___________________________________________________________________
 CS2987  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 CS2987  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS2987
 CS2987  HORZ ORDER  -  THIRD
 CS2987
 CS2987.The horizontal coordinates were established by classical geodetic methods
 CS2987.and adjusted by the National Geodetic Survey in February 1996..
 CS2987
 CS2987.The orthometric height was scaled from a topographic map.
 CS2987
 CS2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2987
 CS2987.The geoid height was determined by GEOID03.
 CS2987
 CS2987;                    North         East     Units Scale Factor Converg.
 CS2987;SPC TXNC     - 2,142,029.362   716,539.941   MT  0.99987447   +0 40 47.2
 CS2987;SPC TXNC     - 7,027,641.33  2,350,848.12   sFT  0.99987447   +0 40 47.2
 CS2987;UTM  14      - 3,646,127.083   663,259.944   MT  0.99992865   +0 56 59.5
 CS2987
 CS2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2987!SPC TXNC     -   0.99996932  x   0.99987447  =   0.99984379
 CS2987!UTM  14      -   0.99996932  x   0.99992865  =   0.99989797
 CS2987
 CS2987|---------------------------------------------------------------------|
 CS2987| PID    Reference Object                     Distance      Geod. Az  |
 CS2987|                                                           dddmmss.s |
 CS2987| CY1374 KELL RM 1                            10.540 METERS 09103     |
 CS2987| CY1375 KELL RM 2                            10.638 METERS 16115     |
 CS2987| CY1373 KELL AZ MK                                         1764115.3 |
 CS2987| CS2988 KELLER MUNICIPAL TANK               APPROX. 0.7 KM 1782101.5 |
 CS2987|---------------------------------------------------------------------|
 CS2987
 CS2987                          SUPERSEDED SURVEY CONTROL
 CS2987
 CS2987  NAD 83(1993)-  32 56 28.49895(N)    097 15 12.94244(W) AD(       ) 3
 CS2987  NAD 83(1986)-  32 56 28.50099(N)    097 15 12.94068(W) AD(       ) 3
 CS2987  NAD 27      -  32 56 28.05500(N)    097 15 11.88700(W) AD(       ) 3
 CS2987
 CS2987.Superseded values are not recommended for survey control.
 CS2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2987.See file dsdata.txt to determine how the superseded data were derived.
 CS2987
 CS2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6326046127(NAD 83)
 CS2987_MARKER: DS = TRIANGULATION STATION DISK
 CS2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2987
 CS2987  HISTORY     - Date     Condition        Report By
 CS2987  HISTORY     - 1957     MONUMENTED       CGS
 CS2987  HISTORY     - 1962     GOOD             CGS
 CS2987  HISTORY     - 20020520 MARK NOT FOUND   INDIV
 CS2987
 CS2987                          STATION DESCRIPTION
 CS2987
 CS2987'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (PT)
 CS2987'THE SITE OF THE STATION WAS VISITED WITH THE FOLLOWING CONDITIONS
 CS2987'NOTED THE STATION SURFACE MARK WAS FOUND PULLED OUT OF THE
 CS2987'GROUND.  THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CS2987'THE AZIMUTH MARK IS IN GOOD CONDITION.
 CS2987'
 CS2987'THE SUBSURFACE MARK WAS RECOVERED IN GOOD CONDITION.  A
 CS2987'SURFACE MARK WAS SET FLUSH WITH THE GROUND.  IT IS A STANDARD
 CS2987'DISK STAMPED KELL 1947 1957 AND SET IN A CONCRETE BLOCK ABOUT
 CS2987'20 INCHES SQUARE.  IT IS 18 INCHES WEST OF A POWER POLE AND
 CS2987'IS IN RANGE WITH THE PROPERTY LINE TO THE EAST DIVIDING
 CS2987'TWO RESIDENCES.
 CS2987'
 CS2987'REFERENCE MARK NO. 1 IS A FLUSH MARK, EAST OF THE STATION IN THE
 CS2987'PROPERTY LINE.
 CS2987'
 CS2987'REFERENCE MARK NO. 2 NOW PROJECTS ABOUT 8 INCHES AND IS IN THE
 CS2987'FRONT YARD OF A SMALL RESIDENCE.
 CS2987'
 CS2987'THE AZIMUTH MARK IS IN THE EAST RIGHT-OF-WAY LINE OF HIGHWAY
 CS2987'NO. 377, ABOUT 18 INCHES NORTH OF A POWER POLE, 6 FEET NORTH OF A
 CS2987'4 X 4 POST AND IS IN THE WEST SIDE OF THE VACANT LOT WHICH IS
 CS2987'SOUTH OF THE HUDSON STORE AND SERVICE STATION.  THE MARK IS
 CS2987'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 CS2987
 CS2987                          STATION RECOVERY (1962)
 CS2987
 CS2987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS2987'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 CS2987'IN GOOD CONDITION AS DESCRIBED IN THE 1957 RECOVERY NOTE.
 CS2987'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS
 CS2987'BELIEVED THE MARK MAY STILL BE THERE.  THE WOODEN WITNESS
 CS2987'POST HAS BEEN DESTROYED.
 CS2987'
 CS2987'THE KELLER MUNICIPAL WATER TANK WILL SERVE AS THE AZIMUTH
 CS2987'MARK.
 CS2987'
 CS2987'ADDITIONAL NOTES FOR RECOVERY OF STATION AS FOLLOWS--THE
 CS2987'STATION MARK IS 177 FEET SOUTH OF THE CENTER OF A BLACK TOP
 CS2987'ROAD, 85 FEET NORTH OF A DRIVEWAY, 72 FEET NORTHWEST OF THE
 CS2987'NORTHWEST CORNER OF HOUSE WITH SLATE SIDING, AND 2 FEET WEST
 CS2987'OF A TELEPHONE POLE.
 CS2987
 CS2987                          STATION RECOVERY (2002)
 CS2987
 CS2987'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS2987'REFERENCE MARK FOUND AT N32 56.471 W097 15.214 WGS-84.  WITNESS POST
 CS2987'FOUND.  CONCRETE BELIEVED TO HAVE ONCE HELD MARKER WAS FOUND.  MARKER
 CS2987'ITSELF WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1923 ***********************************************************************
 CS1923  DESIGNATION -  KELLER
 CS1923  PID         -  CS1923
 CS1923  STATE/COUNTY-  TX/TARRANT
 CS1923  USGS QUAD   -  KELLER (1981)
 CS1923
 CS1923                         *CURRENT SURVEY CONTROL
 CS1923  ___________________________________________________________________
 CS1923* NAD 83(1993)-  32 55 06.32729(N)    097 16 43.09000(W)     ADJUSTED  
 CS1923* NAVD 88     -       254.428  (meters)     834.74   (feet)  ADJUSTED  
 CS1923  ___________________________________________________________________
 CS1923  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 CS1923  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CS1923  DYNAMIC HT  -         254.130 (meters)     833.76  (feet)  COMP
 CS1923  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CS1923
 CS1923  HORZ ORDER  -  FIRST
 CS1923  VERT ORDER  -  SECOND    CLASS 0
 CS1923
 CS1923.The horizontal coordinates were established by classical geodetic methods
 CS1923.and adjusted by the National Geodetic Survey in February 1996..
 CS1923
 CS1923.The orthometric height was determined by differential leveling
 CS1923.and adjusted by the National Geodetic Survey in June 1991..
 CS1923
 CS1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS1923
 CS1923.The geoid height was determined by GEOID03.
 CS1923
 CS1923.The dynamic height is computed by dividing the NAVD 88
 CS1923.geopotential number by the normal gravity value computed on the
 CS1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1923.degrees latitude (g = 980.6199 gals.).
 CS1923
 CS1923.The modeled gravity was interpolated from observed gravity values.
 CS1923
 CS1923;                    North         East     Units Scale Factor Converg.
 CS1923;SPC TXNC     - 2,139,471.006   714,228.484   MT  0.99987531   +0 39 58.1
 CS1923;SPC TXNC     - 7,019,247.79  2,343,264.62   sFT  0.99987531   +0 39 58.1
 CS1923;UTM  14      - 3,643,557.745   660,960.447   MT  0.99991946   +0 56 08.4
 CS1923
 CS1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS1923!SPC TXNC     -   0.99996440  x   0.99987531  =   0.99983971
 CS1923!UTM  14      -   0.99996440  x   0.99991946  =   0.99988386
 CS1923
 CS1923:                Primary Azimuth Mark                     Grid Az
 CS1923:SPC TXNC     -  KELLER MUNICIPAL TANK                    051 19 12.7
 CS1923:UTM  14      -  KELLER MUNICIPAL TANK                    051 03 02.4
 CS1923
 CS1923|---------------------------------------------------------------------|
 CS1923| PID    Reference Object                     Distance      Geod. Az  |
 CS1923|                                                           dddmmss.s |
 CS1923| CS2988 KELLER MUNICIPAL TANK               APPROX. 3.0 KM 0515910.8 |
 CS1923| CS2913 ARLINGTON MUNICIPAL TANK            APPROX.25.2 KM 1425124.6 |
 CS1923| CS1924 KELLER RM 1                          22.723 METERS 15205     |
 CS1923| CS1925 KELLER RM 2                          25.993 METERS 22851     |
 CS1923| CY1376 KELLER AZ MK                                       2834906.1 |
 CS1923| DN1337 JUSTIN MUNICIPAL TANK               APPROX.18.8 KM 3542406.9 |
 CS1923|---------------------------------------------------------------------|
 CS1923
 CS1923                          SUPERSEDED SURVEY CONTROL
 CS1923
 CS1923  NAD 83(1993)-  32 55 06.32933(N)    097 16 43.07531(W) AD(       ) 1
 CS1923  NAD 83(1986)-  32 55 06.33147(N)    097 16 43.07376(W) AD(       ) 1
 CS1923  NAD 27      -  32 55 05.88300(N)    097 16 42.01800(W) AD(       ) 1
 CS1923  NGVD 29 (??/??/92)  254.410  (m)          834.68   (f) ADJ UNCH    2 0
 CS1923
 CS1923.Superseded values are not recommended for survey control.
 CS1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1923.See file dsdata.txt to determine how the superseded data were derived.
 CS1923
 CS1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6096043558(NAD 83)
 CS1923_MARKER: DS = TRIANGULATION STATION DISK
 CS1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1923_STAMPING: KELLER 1935
 CS1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1923+STABILITY: SURFACE MOTION
 CS1923
 CS1923  HISTORY     - Date     Condition        Report By
 CS1923  HISTORY     - 1935     MONUMENTED       CGS
 CS1923  HISTORY     - 1937     GOOD             TXHD
 CS1923  HISTORY     - 1947     GOOD             CGS
 CS1923  HISTORY     - 1960     GOOD             CGS
 CS1923  HISTORY     - 1962     GOOD             CGS
 CS1923  HISTORY     - 1962     GOOD             NGS
 CS1923  HISTORY     - 1986     GOOD             LOCSUR
 CS1923  HISTORY     - 19951118 GOOD             USPSQD
 CS1923
 CS1923                          STATION DESCRIPTION
 CS1923
 CS1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 CS1923'STATION IS ABOUT 2 MILES SW OF KELLER, ON THE HIGHEST POINT
 CS1923'OF A TIMBERED KNOLL WHICH IS AT THE N END OF A N-S RIDGE,
 CS1923'AND AT THE POINT WHERE IT MAKES A HORSESHOE CURVE TO THE
 CS1923'EASTWARD.  IT IS ON PROPERTY OF THE FLEMISTER BROTHERS.  IT IS
 CS1923'ABOUT 500 YARDS SE OF A WELL WHICH IS ON THE E SIDE OF MEADOW
 CS1923'LAND, ABOUT 175 YARDS SE OF TIMBER LINE, ABOUT 0.4 MILE E OF N-S
 CS1923'ROAD.  MARK PROJECTS 6 INCHES.
 CS1923'
 CS1923'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 CS1923'DISKS SET IN CONCRETE.
 CS1923'
 CS1923'REFERENCE MARK NO. 1 IS SE OF THE STATION, AND PROJECTS 6 INCHES.
 CS1923'
 CS1923'REFERENCE MARK NO. 2 IS SW OF THE STATION, AND PROJECTS 8 INCHES.
 CS1923'
 CS1923'AZIMUTH MARK IS W OF THE STATION, ON W SIDE OF MEADOW, 72
 CS1923'FEET S OF NW FENCE CORNER AND GATEPOST, 20 FEET E OF THE
 CS1923'CENTER LINE OF ROAD, 6 INCHES E OF FENCE LINE.  MARK PROJECTS
 CS1923'6 INCHES.
 CS1923'
 CS1923'STATION REACHED FROM THE CROSS ROAD, ON U.S. HIGHWAY 377,
 CS1923'0.2 MILE N OF THE KELLER WATER TANK BY GOING W ON GRAVEL ROAD,
 CS1923'1.55 MILES TO CROSS ROAD.  THENCE S 1 MILE TO A T-ROAD.  THENCE
 CS1923'W 0.2 MILE TO T-ROAD.  THENCE S 0.25 MILE TO CATTLE GUARD.
 CS1923'THENCE E ON PRAIRIE ROAD, 0.15 MILE TO FLEMISTER DWELLING.
 CS1923'THENCE SE 0.2 MILE TO TOP OF KNOLL AND THE STATION.
 CS1923'
 CS1923'ALL LIGHTS COMES INTO VIEW AT 16 FEET.
 CS1923
 CS1923                          STATION RECOVERY (1937)
 CS1923
 CS1923'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CS1923'ALL MARKS RECOVERED IN GOOD CONDITION.
 CS1923
 CS1923                          STATION RECOVERY (1947)
 CS1923
 CS1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS1923'THE STATION WAS RECOVERED AS DESCRIBED, ALL MARKS ARE IN GOOD
 CS1923'CONDITION.
 CS1923'
 CS1923'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF KELLER,
 CS1923'ON THE HIGHEST POINT OF A TIMBERED KNOLL WHICH IS AT THE NORTH
 CS1923'END OF A NORTH AND SOUTH RIDGE AND AT THE POINT WHERE IT MAKES
 CS1923'A HORSESHOE CURVE TO THE EASTWARD.  IT IS ON PROPERTY OWNED BY
 CS1923'THE FLEMISTER BROTHERS AND 7 FEET NORTHEAST OF A WITNESS POST.
 CS1923'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KELLER 1935.
 CS1923'
 CS1923'REFERENCE MARK NO. 1 IS 74.55 FEET SOUTHEAST OF THE STATION.
 CS1923'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED KELLER
 CS1923'NO 1 1935.
 CS1923'
 CS1923'REFERENCE MARK NO. 2 IS 85.28 FEET SOUTHWEST OF THE STATION.
 CS1923'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KELLER NO 2
 CS1923'1935.
 CS1923'
 CS1923'AZIMUTH MARK IS ABOUT 0.4 MILE WEST-NORTHWEST OF THE STATION,
 CS1923'(IT IS A STANDARD REFERENCE MARK) 71 FEET SOUTH OF A FENCE
 CS1923'CORNER AND GATE POST, 22 FEET EAST OF THE CENTERLINE OF THE
 CS1923'ROAD, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT EAST OF THE
 CS1923'FENCELINE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 CS1923'KELLER AZIMUTH 1935.
 CS1923'
 CS1923'TO REACH FROM THE POST OFFICE IN KELLER, GO NORTH ON U.S.
 CS1923'HIGHWAY NO. 377 FOR 0.35 MILE TO TEXACO STATION AT CROSS STREET,
 CS1923'TURN LEFT FOR 1.6 MILE TO CROSSROAD, TURN LEFT FOR 1.0 MILE.
 CS1923'TO A T ROAD, TURN RIGHT FOR 0.2 MILE, TURN LEFT FOR 0.3 MILE TO A
 CS1923'WIRE GATE, (THIS IS 0.05 MILE SOUTH OF A CATTLEGUARD AT ENTRANCE
 CS1923'TO RANCH) TURN LEFT THROUGH GATE (AZIMUTH ON THE RIGHT IN FENCE)
 CS1923'AND GO EAST-SOUTHEAST ACROSS PASTURE FOR 0.5 MILE TO TOP OF
 CS1923'TIMBERED HILL AND STATION.
 CS1923'
 CS1923'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CS1923
 CS1923                          STATION RECOVERY (1960)
 CS1923
 CS1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HMP)
 CS1923'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CS1923'
 CS1923'DIRECTIONS FOR PROCEEDING TO STATION SITE ARE CORRECT.
 CS1923
 CS1923                          STATION RECOVERY (1962)
 CS1923
 CS1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WCR)
 CS1923'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 CS1923'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS SEARCHED
 CS1923'FOR BUT NOT RECOVERED, IT IS BELIEVED THE MARK WAS DESTROYED WHEN
 CS1923'A GAS PIPE LINE WAS LAYED.
 CS1923'
 CS1923'THE 1947 RECOVERY NOTE DESCRIPTION AND TO REACH THE STATION
 CS1923'ARE ADEQUATE FOR RECOVERY.
 CS1923'
 CS1923'ADDITIONAL MEASUREMENTS FOR RECOVERY OF STATION FOLLOWS--THE
 CS1923'STATION MARK IS 140 FEET NORTH OF A FENCE LINE, AND 84 FEET
 CS1923'EAST-NORTHEAST OF A GAS LINE.
 CS1923
 CS1923                          STATION RECOVERY (1962)
 CS1923
 CS1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 CS1923'2.9 MI SW FROM KELLER.
 CS1923'2.9 MILES SOUTHWEST OF KELLER, TARRANT COUNTY.  THIS BENCH MARK MAY BE
 CS1923'REACHED FROM THE FIRST BAPTIST CHURCH BY GOING 1.2 MILES SOUTH ALONG
 CS1923'U.S. HIGHWAY 377, THENCE 1.1 MILES WEST AND 0.2 MILE NORTH ALONG
 CS1923'GRAVEL ROADS, AND THENCE 0.4 MILE WEST ALONG THE NORTH SIDE OF AN
 CS1923'EAST-AND-WEST FENCE LINE TO THE TOP OF A HILL.  IT IS ON THE TOP OF
 CS1923'THE HIGHEST POINT OF A SMALL WOODED HILL, AND 8 FEET EAST OF AN 8-INCH
 CS1923'OAK TREE.  A STANDARD TRIANGULATION STATION DISK, STAMPED KELLER 1935
 CS1923'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 CS1923'GROUND.  NOTE-- REACHED FROM THE JUNCTION OF FARM ROAD 1709 AND U.S.
 CS1923'HIGHWAY 377 (PRICE STREET AND MAIN STREET) IN KELLER, BY GOING NORTH
 CS1923'ON HIGHWAY 377 FOR 0.3 MILE TO A SIDE ROAD LEFT, THENCE WEST ALONG
 CS1923'BLACK TOP ROAD 1.65 MILES TO CROSSROADS, THENCE SOUTH ALONG A BLACK
 CS1923'TOP ROAD 1.0 MILE TO A T-JUNCTION, THENCE WEST 0.2 MILE TO A ROAD
 CS1923'FORK, THENCE SOUTH, LEFT FORK, 0.25 MILE TO GATE ON THE LEFT, PASS
 CS1923'THROUGH GATE GO EASTERLY ON TRACK ROAD FOR 0.15 MILE, THENCE SOUTHEAST
 CS1923'ACROSS PASTURE GROUND FOR 0.2 MILE TO HIGHEST PART OF HILL AND MARK,
 CS1923'140 FEET NORTH OF A FENCE LINE, AND 84 FEET EAST-NORTHEAST OF A GAS
 CS1923'PIPELINE.
 CS1923
 CS1923                          STATION RECOVERY (1986)
 CS1923
 CS1923'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JBA)
 CS1923'RECOVERED IN GOOD CONDITION.
 CS1923
 CS1923                          STATION RECOVERY (1995)
 CS1923
 CS1923'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2988 ***********************************************************************
 CS2988  DESIGNATION -  KELLER MUNICIPAL TANK
 CS2988  PID         -  CS2988
 CS2988  STATE/COUNTY-  TX/TARRANT
 CS2988  USGS QUAD   -  KELLER (1981)
 CS2988
 CS2988                         *CURRENT SURVEY CONTROL
 CS2988  ___________________________________________________________________
 CS2988* NAD 83(1993)-  32 56 06.23162(N)    097 15 12.19641(W)     ADJUSTED  
 CS2988* NAVD 88     -                                                        
 CS2988  ___________________________________________________________________
 CS2988  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 CS2988  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CS2988
 CS2988  HORZ ORDER  -  THIRD
 CS2988
 CS2988.The horizontal coordinates were established by classical geodetic methods
 CS2988.and adjusted by the National Geodetic Survey in February 1996..
 CS2988
 CS2988
 CS2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2988
 CS2988.The geoid height was determined by GEOID03.
 CS2988
 CS2988;                    North         East     Units Scale Factor Converg.
 CS2988;SPC TXNC     - 2,141,343.821   716,567.827   MT  0.99987468   +0 40 47.6
 CS2988;SPC TXNC     - 7,025,392.19  2,350,939.61   sFT  0.99987468   +0 40 47.6
 CS2988;UTM  14      - 3,645,441.645   663,291.062   MT  0.99992878   +0 56 59.4
 CS2988
 CS2988                          SUPERSEDED SURVEY CONTROL
 CS2988
 CS2988  NAD 83(1993)-  32 56 06.23392(N)    097 15 12.18194(W) AD(       ) 4
 CS2988  NAD 83(1986)-  32 56 06.23590(N)    097 15 12.18044(W) AD(       ) 4
 CS2988  NAD 27      -  32 56 05.79000(N)    097 15 11.12600(W) AD(       ) 3
 CS2988
 CS2988.Superseded values are not recommended for survey control.
 CS2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2988.See file dsdata.txt to determine how the superseded data were derived.
 CS2988
 CS2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6329145442(NAD 83)
 CS2988_MARKER: 53 = ELEVATED TANK
 CS2988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2988+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 CS2988
 CS2988  HISTORY     - Date     Condition        Report By
 CS2988  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2988  HISTORY     - 20020520 GOOD             INDIV
 CS2988
 CS2988                          STATION DESCRIPTION
 CS2988
 CS2988'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2988'THE STATION IS LOCATED ABOUT 0.1 MILE NORTH OF THE KELLER
 CS2988'POST OFFICE AND ABOUT 60 FEET EAST OF THE APPROXIMATE CENTERLINE
 CS2988'OF U.S. HIGHWAY 377.  IT IS A SILVER PAINTED, 4 LEGGED, STEEL
 CS2988'WATER TANK ABOUT 60 FEET HIGH.
 CS2988'
 CS2988'THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.
 CS2988'
 CS2988'TO REACH FROM THE KELLER POST OFFICE GO ABOUT 100 FEET WEST
 CS2988'TO U.S. HIGHWAY 377, HERE TURN RIGHT ON HIGHWAY AND GO 0.1
 CS2988'MILE TO STATION ON RIGHT.
 CS2988
 CS2988                          STATION RECOVERY (2002)
 CS2988
 CS2988'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS2988'N32 56.103 W097 15.205 WGS-84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1924 ***********************************************************************
 CS1924  DESIGNATION -  KELLER RM 1
 CS1924  PID         -  CS1924
 CS1924  STATE/COUNTY-  TX/TARRANT
 CS1924  USGS QUAD   -  KELLER (1981)
 CS1924
 CS1924                         *CURRENT SURVEY CONTROL
 CS1924  ___________________________________________________________________
 CS1924* NAD 83(1986)-  32 55 05.     (N)    097 16 43.     (W)     SCALED    
 CS1924* NAVD 88     -       254.037  (meters)     833.45   (feet)  ADJUSTED  
 CS1924  ___________________________________________________________________
 CS1924  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CS1924  DYNAMIC HT  -         253.740 (meters)     832.48  (feet)  COMP
 CS1924  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CS1924
 CS1924  VERT ORDER  -  SECOND    CLASS 0
 CS1924
 CS1924.The horizontal coordinates were scaled from a topographic map and have
 CS1924.an estimated accuracy of +/- 6 seconds.
 CS1924
 CS1924.The orthometric height was determined by differential leveling
 CS1924.and adjusted by the National Geodetic Survey in June 1991..
 CS1924
 CS1924.The geoid height was determined by GEOID03.
 CS1924
 CS1924.The dynamic height is computed by dividing the NAVD 88
 CS1924.geopotential number by the normal gravity value computed on the
 CS1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1924.degrees latitude (g = 980.6199 gals.).
 CS1924
 CS1924.The modeled gravity was interpolated from observed gravity values.
 CS1924
 CS1924;                    North         East    Units  Estimated Accuracy
 CS1924;SPC TXNC     - 2,139,430.      714,230.      MT  (+/- 180 meters Scaled)
 CS1924
 CS1924                          SUPERSEDED SURVEY CONTROL
 CS1924
 CS1924  NGVD 29 (??/??/92)  254.020  (m)          833.40   (f) ADJ UNCH    2 0
 CS1924
 CS1924.Superseded values are not recommended for survey control.
 CS1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1924.See file dsdata.txt to determine how the superseded data were derived.
 CS1924
 CS1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB609435(NAD 83)
 CS1924_MARKER: DR = REFERENCE MARK DISK
 CS1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1924_STAMPING: KELLER NO 1 1935
 CS1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1924+STABILITY: SURFACE MOTION
 CS1924
 CS1924  HISTORY     - Date     Condition        Report By
 CS1924  HISTORY     - 1935     MONUMENTED       CGS
 CS1924  HISTORY     - 1962     GOOD             NGS
 CS1924  HISTORY     - 19951118 GOOD             USPSQD
 CS1924
 CS1924                          STATION DESCRIPTION
 CS1924
 CS1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1924'2.9 MI SW FROM KELLER.
 CS1924'74.5 FEET SOUTHEAST OF TRIANGULATION STATION KELLER DESCRIBED ABOVE,
 CS1924'AND ON THE TOP OF A SMALL WOODED HILL.  A STANDARD REFERENCE-MARK
 CS1924'DISK, STAMPED KELLER NO 1 1935 AND SET IN THE TOP OF A CONCRETE POST
 CS1924'PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- REACH FROM THE JUNCTION OF
 CS1924'FARM ROAD 1709 AND U.S. HIGHWAY 377 (PRICE STREET AND MAIN STREET) IN
 CS1924'KELLER, BY GOING NORTH ON HIGHWAY 377 FOR 0.3 MILE TO A SIDE ROAD
 CS1924'LEFT, THENCE WEST ALONG A BLACK TOP ROAD 1.65 MILES TO CROSSROADS,
 CS1924'THENCE SOUTH ALONG A BLACK TOP ROAD 1.0 MILE TO A T-ROAD JUNCTION,
 CS1924'THENCE WEST 0.2 MILE TO A ROAD FORK, THENCE SOUTH, LEFT FORK, 0.25
 CS1924'MILE TO A GATE ON THE LEFT, PASS THROUGH GATE, GO EASTERLY ON TRACK
 CS1924'ROAD FOR 0.15 MILE, THENCE SOUTHEAST, ACROSS PASTURE GROUND FOR 0.2
 CS1924'MILE TO HIGHEST PART OF HILL AND MARK.
 CS1924
 CS1924                          STATION RECOVERY (1995)
 CS1924
 CS1924'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1925 ***********************************************************************
 CS1925  DESIGNATION -  KELLER RM 2
 CS1925  PID         -  CS1925
 CS1925  STATE/COUNTY-  TX/TARRANT
 CS1925  USGS QUAD   -  KELLER (1981)
 CS1925
 CS1925                         *CURRENT SURVEY CONTROL
 CS1925  ___________________________________________________________________
 CS1925* NAD 83(1986)-  32 55 05.     (N)    097 16 43.     (W)     SCALED    
 CS1925* NAVD 88     -       253.564  (meters)     831.90   (feet)  ADJUSTED  
 CS1925  ___________________________________________________________________
 CS1925  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CS1925  DYNAMIC HT  -         253.268 (meters)     830.93  (feet)  COMP
 CS1925  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CS1925
 CS1925  VERT ORDER  -  SECOND    CLASS 0
 CS1925
 CS1925.The horizontal coordinates were scaled from a topographic map and have
 CS1925.an estimated accuracy of +/- 6 seconds.
 CS1925
 CS1925.The orthometric height was determined by differential leveling
 CS1925.and adjusted by the National Geodetic Survey in June 1991..
 CS1925
 CS1925.The geoid height was determined by GEOID03.
 CS1925
 CS1925.The dynamic height is computed by dividing the NAVD 88
 CS1925.geopotential number by the normal gravity value computed on the
 CS1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1925.degrees latitude (g = 980.6199 gals.).
 CS1925
 CS1925.The modeled gravity was interpolated from observed gravity values.
 CS1925
 CS1925;                    North         East    Units  Estimated Accuracy
 CS1925;SPC TXNC     - 2,139,430.      714,230.      MT  (+/- 180 meters Scaled)
 CS1925
 CS1925                          SUPERSEDED SURVEY CONTROL
 CS1925
 CS1925  NGVD 29 (??/??/92)  253.547  (m)          831.85   (f) ADJ UNCH    2 0
 CS1925
 CS1925.Superseded values are not recommended for survey control.
 CS1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1925.See file dsdata.txt to determine how the superseded data were derived.
 CS1925
 CS1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB609435(NAD 83)
 CS1925_MARKER: DR = REFERENCE MARK DISK
 CS1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1925_STAMPING: KELLER NO 2 1935
 CS1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1925+STABILITY: SURFACE MOTION
 CS1925
 CS1925  HISTORY     - Date     Condition        Report By
 CS1925  HISTORY     - 1935     MONUMENTED       CGS
 CS1925  HISTORY     - 1962     MARK NOT FOUND   NGS
 CS1925  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1925
 CS1925                          STATION DESCRIPTION
 CS1925
 CS1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CS1925'2.9 MI SW FROM KELLER.
 CS1925'85.2 FEET SOUTHWEST OF TRIANGULATION STATION KELLER DESCRIBED ABOVE,
 CS1925'AND ON THE TOP OF A SMALL WOODED HILL A STANDARD REFERENCE MARK DISK,
 CS1925'STAMPED KELLER NO 2 1935 AND SET IN THE TOP OF A CONCRETE POST
 CS1925'PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- IT IS BELIEVED THE MARK WAS
 CS1925'DESTROYED WHEN A GAS PIPE LINE WAS LAYED WHICH CROSSES OVER THE HILL
 CS1925'WHERE REFERENCE MARK NO. 2 WAS.
 CS1925
 CS1925                          STATION RECOVERY (1995)
 CS1925
 CS1925'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0631 ***********************************************************************
 EO0631  DESIGNATION -  KELLEY
 EO0631  PID         -  EO0631
 EO0631  STATE/COUNTY-  TX/BAILEY
 EO0631  USGS QUAD   -  MULESHOE (1980)
 EO0631
 EO0631                         *CURRENT SURVEY CONTROL
 EO0631  ___________________________________________________________________
 EO0631* NAD 83(1993)-  34 09 54.45761(N)    102 38 38.79052(W)     ADJUSTED  
 EO0631* NAVD 88     -      1166.4    (meters)    3827.     (feet)  VERTCON   
 EO0631  ___________________________________________________________________
 EO0631  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 EO0631  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 EO0631
 EO0631  HORZ ORDER  -  SECOND
 EO0631
 EO0631.The horizontal coordinates were established by classical geodetic methods
 EO0631.and adjusted by the National Geodetic Survey in February 1996..
 EO0631
 EO0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0631
 EO0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0631
 EO0631.The geoid height was determined by GEOID03.
 EO0631
 EO0631;                    North         East     Units Scale Factor Converg.
 EO0631;SPC TXNC     - 2,284,610.267   217,965.465   MT  1.00006140   -2 15 36.6
 EO0631;SPC TXNC     - 7,495,425.52    715,108.36   sFT  1.00006140   -2 15 36.6
 EO0631;UTM  13      - 3,782,973.292   717,162.373   MT  1.00018136   +1 19 24.7
 EO0631
 EO0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0631!SPC TXNC     -   0.99982077  x   1.00006140  =   0.99988215
 EO0631!UTM  13      -   0.99982077  x   1.00018136  =   1.00000209
 EO0631
 EO0631|---------------------------------------------------------------------|
 EO0631| PID    Reference Object                     Distance      Geod. Az  |
 EO0631|                                                           dddmmss.s |
 EO0631| CJ7603 KELLEY RM 2                          14.324 METERS 03543     |
 EO0631| EO0635 MULESHOE CABLE TV MAST              APPROX. 9.7 KM 3055724.4 |
 EO0631| EO0637 MULESHOE HWY DEPT MAST              APPROX.13.0 KM 3090905.0 |
 EO0631| EO0633 MULESHOE S MUNICIPAL TANK           APPROX. 9.5 KM 3102707.2 |
 EO0631| EO0632 MULESHOE BAILEY ELEC MAST           APPROX. 9.3 KM 3104330.1 |
 EO0631| CJ7602 KELLEY RM 1                          12.831 METERS 32018     |
 EO0631| CJ7604 KELLEY RM 3 AZIMUTH                                3272835.8 |
 EO0631| EO0629 HALSELL                             APPROX. 6.8 KM 3373643.1 |
 EO0631|---------------------------------------------------------------------|
 EO0631
 EO0631                          SUPERSEDED SURVEY CONTROL
 EO0631
 EO0631  NAD 83(1993)-  34 09 54.45913(N)    102 38 38.78844(W) AD(       ) 2
 EO0631  NAD 83(1986)-  34 09 54.46664(N)    102 38 38.78436(W) AD(       ) 2
 EO0631  NAD 27      -  34 09 54.17802(N)    102 38 37.01213(W) AD(       ) 2
 EO0631  NGVD 29 (07/19/86) 1165.8    (m)         3825.     (f) VERT ANG       
 EO0631
 EO0631.Superseded values are not recommended for survey control.
 EO0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0631.See file dsdata.txt to determine how the superseded data were derived.
 EO0631
 EO0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT1716282973(NAD 83)
 EO0631_MARKER: DS = TRIANGULATION STATION DISK
 EO0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EO0631
 EO0631  HISTORY     - Date     Condition        Report By
 EO0631  HISTORY     - 1975     MONUMENTED       NGS
 EO0631
 EO0631                          STATION DESCRIPTION
 EO0631
 EO0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0631'THE STATION IS ABOUT 9-1/2 MILES NORTHWEST OF SUDAN, 5-3/4 MILES
 EO0631'SOUTHEAST OF MULESHOE, 0.1 MILE SOUTHWEST OF THE ATCHISON, TOPEKA
 EO0631'AND SANTA FE RAILROAD, ON A LOW, SANDY KNOLL AND ON PROPERTY OF
 EO0631'THE C AND W CATTLE COMPANY OF LUBBOCK.  PERMISSION WAS OBTAINED
 EO0631'FROM WESLEY HAWKINS, THE OVERSEER, WHO LIVES IN MULESHOE AND
 EO0631'WHOSE PHONE NUMBER IS 272-3628.
 EO0631'
 EO0631'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 84 IN MULESHOE,
 EO0631'GO SOUTHEAST ON HIGHWAY 84 FOR 3.8 MILES TO A SIDE ROAD
 EO0631'LEFT.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR 1.8 MILES TO REFERENCE
 EO0631'MARK 3 ON THE LEFT AT A GRAVELED RAILROAD CROSSING.  CONTINUE
 EO0631'SOUTHEAST FOR 0.7 MILE TO A WIRE GATE AT AN OFFSET FENCE CORNER
 EO0631'ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTH,
 EO0631'ALONG THE EAST SIDE OF A NORTH-SOUTH FENCE FOR 0.1 MILE TO THE
 EO0631'TOP OF THE FIRST SANDY KNOLL AND THE STATION.
 EO0631'
 EO0631'THE STATION MARKS ARE STANDARD DISKS, STAMPED KELLEY 1974.  SURFACE
 EO0631'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EO0631'THAT PROJECTS 15 INCHES.  IT IS 51 FEET EAST OF THE NORTH-SOUTH
 EO0631'FENCE AND 6.8 FEET NORTH OF A WITNESS POST.  UNDERGROUND MARK IS
 EO0631'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 EO0631'SURFACE.
 EO0631'
 EO0631'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KELLEY NO 1 1974,
 EO0631'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EO0631'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 21.5 FEET EAST OF THE
 EO0631'FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 EO0631'
 EO0631'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KELLEY NO 2 1974,
 EO0631'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EO0631'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 46.5 FEET NORTHEAST OF
 EO0631'THE WITNESS POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 EO0631'
 EO0631'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KELLEY NO 3 1974,
 EO0631'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EO0631'PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS 57 FEET NORTHEAST OF
 EO0631'THE CENTER OF THE NORTHBOUND LANE OF U.S. HIGHWAY 84, 39.1 FEET
 EO0631'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 39 FEET
 EO0631'NORTHWEST OF THE CENTER OF THE GRAVELED DRIVEWAY AND 2.8 FEET
 EO0631'EAST OF A WITNESS POST.  THIS MARK WILL SERVE AS THE AZIMUTH
 EO0631'MARK.
 EO0631'
 EO0631'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0663 ***********************************************************************
 AO0663  DESIGNATION -  KELLI
 AO0663  PID         -  AO0663
 AO0663  STATE/COUNTY-  TX/LA SALLE
 AO0663  USGS QUAD   -  MILLETT (1974)
 AO0663
 AO0663                         *CURRENT SURVEY CONTROL
 AO0663  ___________________________________________________________________
 AO0663* NAD 83(1993)-  28 31 59.53009(N)    099 12 40.08842(W)     ADJUSTED  
 AO0663* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 AO0663  ___________________________________________________________________
 AO0663  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AO0663  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AO0663
 AO0663  HORZ ORDER  -  FIRST
 AO0663
 AO0663.The horizontal coordinates were established by classical geodetic methods
 AO0663.and adjusted by the National Geodetic Survey in February 1996..
 AO0663
 AO0663.The orthometric height was scaled from a topographic map.
 AO0663
 AO0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0663
 AO0663.The geoid height was determined by GEOID03.
 AO0663
 AO0663;                    North         East     Units Scale Factor Converg.
 AO0663;SPC TXSC     - 4,077,585.275   579,336.253   MT  0.99996036   -0 06 12.4
 AO0663;SPC TXSC     -13,377,877.69  1,900,705.69   sFT  0.99996036   -0 06 12.4
 AO0663;UTM  14      - 3,156,288.457   479,343.663   MT  0.99960527   -0 06 03.1
 AO0663
 AO0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0663!SPC TXSC     -   0.99997623  x   0.99996036  =   0.99993659
 AO0663!UTM  14      -   0.99997623  x   0.99960527  =   0.99958151
 AO0663
 AO0663:                Primary Azimuth Mark                     Grid Az
 AO0663:SPC TXSC     -  DILLEY METHODIST CHURCH SPIRE            014 14 26.7
 AO0663:UTM  14      -  DILLEY METHODIST CHURCH SPIRE            014 14 17.4
 AO0663
 AO0663|---------------------------------------------------------------------|
 AO0663| PID    Reference Object                     Distance      Geod. Az  |
 AO0663|                                                           dddmmss.s |
 AO0663| AO0668 DILLEY METHODIST CHURCH SPIRE       APPROX.15.6 KM 0140814.3 |
 AO0663| CV5329 KELLI RM 2                           38.506 METERS 05732     |
 AO0663| CV5328 KELLI RM 1                           40.761 METERS 15604     |
 AO0663| AO0226 KELLI AZ                            APPROX. 1.1 KM 1915430.8 |
 AO0663| AO0224 KELLI 2                              34.618 METERS 28546     |
 AO0663|---------------------------------------------------------------------|
 AO0663
 AO0663                          SUPERSEDED SURVEY CONTROL
 AO0663
 AO0663  NAD 83(1986)-  28 31 59.52879(N)    099 12 40.06607(W) AD(       ) 1
 AO0663  NAD 27      -  28 31 58.58300(N)    099 12 38.95200(W) AD(       ) 1
 AO0663
 AO0663.Superseded values are not recommended for survey control.
 AO0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0663.See file dsdata.txt to determine how the superseded data were derived.
 AO0663
 AO0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7934456288(NAD 83)
 AO0663_MARKER: DS = TRIANGULATION STATION DISK
 AO0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0663
 AO0663  HISTORY     - Date     Condition        Report By
 AO0663  HISTORY     - 1935     MONUMENTED       CGS
 AO0663  HISTORY     - 1937     GOOD             TXHD
 AO0663  HISTORY     - 1957     SEE DESCRIPTION  CGS
 AO0663
 AO0663                          STATION DESCRIPTION
 AO0663
 AO0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 AO0663'STATION IS LOCATED ON PROPERTY OF MR. LUCCHELLIE KELLI, 9-1/2
 AO0663'MILES SSW OF DILLEY, 7 MILES NNE OF COTULLA AND 1.2 MILES ALONG
 AO0663'U.S. HIGHWAY 81 FROM RAILROAD JUNCTION IN GARDENDALE.  STATION
 AO0663'IS LOCATED IN A CULTIVATED FIELD 128 FEET W OF CENTER LINE OF
 AO0663'U.S. HIGHWAY 81, 87 FEET W OF FENCE LINE, IN EW FENCE LINE.
 AO0663'MARK IS 1 FOOT BELOW SURFACE OF GROUND.
 AO0663'
 AO0663'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 AO0663'DISKS SET IN CONCRETE.
 AO0663'
 AO0663'REFERENCE MARK NO. 1 IS SE OF STATION, 85 FEET W OF CENTER
 AO0663'LINE OF U.S. HIGHWAY 81, IN NS FENCE LINE.
 AO0663'
 AO0663'REFERENCE MARK NO. 2 IS NE OF STATION, 86 FEET W OF CENTER
 AO0663'LINE OF U.S. HIGHWAY 81, IN NS FENCE LINE.
 AO0663'
 AO0663'AZIMUTH MARK IS 0.7 MILE S OF STATION ON U.S. HIGHWAY 81,
 AO0663'0.52 FEET E OF CENTER LINE OF U.S. HIGHWAY 81, 2 FEET E OF FENCE
 AO0663'LINE.
 AO0663'
 AO0663'STATION IS REACHED FROM THE COURTHOUSE IN COTULLA, BY GOING
 AO0663'N ON U.S. HIGHWAY 81, FOR 7.1 MILES OR FOR 1.2 MILES, AFTER
 AO0663'PASSING RAILROAD JUNCTION IN GARDENDALE, TO TOP OF GRADE, HIGH
 AO0663'TENSION POLES NO. 10-6 AND 10-5 AND STATION.
 AO0663'
 AO0663'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 AO0663
 AO0663                          STATION RECOVERY (1937)
 AO0663
 AO0663'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AO0663'STATION BURIED.  REFERENCE MARKS AND AZIMUTH RECOVERED IN
 AO0663'GOOD CONDITION AND AS DESCRIBED EXCEPT THAT REFERENCE MARK
 AO0663'NO. 1 IS 55 FEET W OF CENTER LINE OF HIGHWAY AND REFERENCE
 AO0663'MARK NO. 2 IS 56 FEET W OF CENTER LINE OF HIGHWAY.  DIRECTIONS
 AO0663'FOR LOCATING STATION ARE ALL RIGHT EXCEPT THAT THE STATION
 AO0663'IS 1.2 MILES INSTEAD OF 1.7 MILES N ALONG U.S. HIGHWAY 81,
 AO0663'FROM GARDENDALE RAILROAD STATION.
 AO0663
 AO0663                          STATION RECOVERY (1957)
 AO0663
 AO0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 AO0663'THIS STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS FOUND
 AO0663'IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARKS WERE
 AO0663'IN THE WAY OF CONSTRUCTION OF A NEW HIGHWAY, SO A NEW STATION
 AO0663'WAS ESTABLISHED ABOUT 113 FT. W.  SEE THE DESCRIPTION OF STATION
 AO0663'KELLI 2.  THE UNDERGROUND MARK WAS LEFT IN PLACE, AND THE 1935
 AO0663'AZIMUTH MARK WAS USED FOR THE AZIMUTH MARK OF THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0224 ***********************************************************************
 AO0224  DESIGNATION -  KELLI 2
 AO0224  PID         -  AO0224
 AO0224  STATE/COUNTY-  TX/LA SALLE
 AO0224  USGS QUAD   -  MILLETT (1974)
 AO0224
 AO0224                         *CURRENT SURVEY CONTROL
 AO0224  ___________________________________________________________________
 AO0224* NAD 83(1993)-  28 31 59.83576(N)    099 12 41.31379(W)     ADJUSTED  
 AO0224* NAVD 88     -       180.594  (meters)     592.50   (feet)  ADJUSTED  
 AO0224  ___________________________________________________________________
 AO0224  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AO0224  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AO0224  DYNAMIC HT  -         180.325 (meters)     591.62  (feet)  COMP
 AO0224  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 AO0224
 AO0224  HORZ ORDER  -  SECOND
 AO0224  VERT ORDER  -  FIRST     CLASS II
 AO0224
 AO0224.The horizontal coordinates were established by classical geodetic methods
 AO0224.and adjusted by the National Geodetic Survey in February 1996..
 AO0224
 AO0224.The orthometric height was determined by differential leveling
 AO0224.and adjusted by the National Geodetic Survey in June 1991..
 AO0224.WARNING-Repeat measurements at this control monument indicate possible
 AO0224.vertical movement.
 AO0224
 AO0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0224
 AO0224.The geoid height was determined by GEOID03.
 AO0224
 AO0224.The dynamic height is computed by dividing the NAVD 88
 AO0224.geopotential number by the normal gravity value computed on the
 AO0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0224.degrees latitude (g = 980.6199 gals.).
 AO0224
 AO0224.The modeled gravity was interpolated from observed gravity values.
 AO0224
 AO0224;                    North         East     Units Scale Factor Converg.
 AO0224;SPC TXSC     - 4,077,594.745   579,302.958   MT  0.99996034   -0 06 13.0
 AO0224;SPC TXSC     -13,377,908.76  1,900,596.45   sFT  0.99996034   -0 06 13.0
 AO0224;UTM  14      - 3,156,297.923   479,310.379   MT  0.99960528   -0 06 03.7
 AO0224
 AO0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0224!SPC TXSC     -   0.99997552  x   0.99996034  =   0.99993587
 AO0224!UTM  14      -   0.99997552  x   0.99960528  =   0.99958081
 AO0224
 AO0224|---------------------------------------------------------------------|
 AO0224| PID    Reference Object                     Distance      Geod. Az  |
 AO0224|                                                           dddmmss.s |
 AO0224| AO0223 KELLI 2 RM 3                         15.493 METERS 01443     |
 AO0224| AO0663 KELLI                                34.618 METERS 10546     |
 AO0224| AO0666 KELLI 2 RM 5                          5.483 METERS 13728     |
 AO0224| AO0226 KELLI AZ                            APPROX. 1.1 KM 1900832.5 |
 AO0224| AO0665 GARDENDALE RAD MAST                 APPROX. 1.8 KM 1911509.0 |
 AO0224| CV5330 KELLI 2 RM 6                         13.427 METERS 19354     |
 AO0224| AO0225 KELLI 2 RM 4                                       19412     |
 AO0224|---------------------------------------------------------------------|
 AO0224
 AO0224                          SUPERSEDED SURVEY CONTROL
 AO0224
 AO0224  NAD 83(1986)-  28 31 59.83443(N)    099 12 41.29132(W) AD(       ) 2
 AO0224  NAD 27      -  28 31 58.88900(N)    099 12 40.17700(W) AD(       ) 2
 AO0224  NGVD 29 (??/??/92)  180.465  (m)          592.08   (f) ADJ UNCH    1 2
 AO0224
 AO0224.Superseded values are not recommended for survey control.
 AO0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0224.See file dsdata.txt to determine how the superseded data were derived.
 AO0224
 AO0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7931056298(NAD 83)
 AO0224_MARKER: DS = TRIANGULATION STATION DISK
 AO0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0224_STAMPING: KELLI 2 1957
 AO0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0224+STABILITY: SURFACE MOTION
 AO0224
 AO0224  HISTORY     - Date     Condition        Report By
 AO0224  HISTORY     - 1957     MONUMENTED       CGS
 AO0224  HISTORY     - 1957     GOOD             CGS
 AO0224  HISTORY     - 1959     GOOD             CGS
 AO0224  HISTORY     - 1971     GOOD             NGS
 AO0224  HISTORY     - 1971     GOOD             NGS
 AO0224
 AO0224                          STATION DESCRIPTION
 AO0224
 AO0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (CAS)
 AO0224'THE STATION IS LOCATED ON THE W EDGE OF THE RIGHT-OF-WAY OF
 AO0224'U.S. HIGHWAY 81, 9-1/2 MI. S-SW OF DILLEY, 7 MI. N-NE OF COTULLA,
 AO0224'AND 1.2 MI. N OF THE RAILROAD AT GARDENDALE.  IT IS 348 FT. W
 AO0224'OF THE W RAIL OF THE RAILROAD, 251 FT. W OF THE CENTERLINE OF
 AO0224'OLD U.S. HIGHWAY 81, 239 FT. SW OF A LARGE POWERLINE POLE, AND
 AO0224'1-1/2 FT. N OF A WHITE WITNESS POST.  MARK PROJECTS 4 IN.
 AO0224'ABOVE THE GROUND.  THE DISK IS STAMPED KELLI 2 1957.
 AO0224'
 AO0224'REFERENCE MARK 3 IS N OF THE STATION, AND ABOUT THE SAME
 AO0224'DISTANCE FROM THE RAILROAD AND THE CENTERLINE OF THE OLD
 AO0224'HIGHWAY AS THE STATION MARK.  THE MARK PROJECTS 4 IN., AND THE
 AO0224'DISK IS STAMPED KELLI 2 NO 3 1957.
 AO0224'
 AO0224'REFERENCE MARK 4 IS S OF THE STATION, AND ABOUT THE SAME
 AO0224'DISTANCE FROM THE RAILROAD AND THE OLD HIGHWAY AS THE STATION
 AO0224'MARK.  THE MARK PROJECTS ABOUT 5 IN., AND THE DISK IS STAMPED
 AO0224'KELLI 2 NO 4 1957.
 AO0224'
 AO0224'THE AZIMUTH MARK IS ABOUT 0.7 MI. S OF THE STATION, 52 FT. E
 AO0224'OF THE CENTERLINE OF OLD U.S. HIGHWAY 81, AND BETWEEN THE OLD
 AO0224'HIGHWAY AND THE RAILROAD.  THE MARK PROJECTS ABOUT 4 IN., AND
 AO0224'THE DISK IS STAMPED KELLI 1935.
 AO0224'
 AO0224'TO REACH THE STATION FROM GARDENDALE, FROM THE RAILROAD
 AO0224'CROSSING ON U.S. HIGHWAY 81, GO N FOR 1.2 MI. TO THE STATION
 AO0224'ON THE LEFT.  THERE IS A SMALL WHITE FRAMEHOUSE JUST N OF THE
 AO0224'STATION, BUT THIS HOUSE WAS GOING TO BE MOVED.
 AO0224
 AO0224                          STATION RECOVERY (1957)
 AO0224
 AO0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 AO0224'1.1 MI N FROM GARDENDALE.
 AO0224'1.1 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0224'FROM THE STATION AT GARDENDALE, 348 FEET WEST OF THE WEST RAIL, 251
 AO0224'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 239 FEET SOUTHWEST OF
 AO0224'A POWER POLE, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 AO0224'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AO0224
 AO0224                          STATION RECOVERY (1959)
 AO0224
 AO0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JRN)
 AO0224'STATION AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD CONDITION
 AO0224'AS DESCRIBED.  REFERENCE MARK NO. 4 WAS RECOVERED BUT IT HAS
 AO0224'BEEN KNOCKED OVER.  DIRECTIONS FOR PROCEEDING TO STATION SITE
 AO0224'ARE CORRECT.
 AO0224
 AO0224                          STATION RECOVERY (1971)
 AO0224
 AO0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0224'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 AO0224'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 4 WAS FOUND DESTROYED.
 AO0224'REFERENCE MARKS 5 AND 6 WERE ESTABLISHED AT THIS TIME.  REFERENCE
 AO0224'MARK 5 WAS OCCUPIED AT THIS TIME DUE TO STATION MARK LOCATION
 AO0224'UNDER POWER LINES.  THIS DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE
 AO0224'IN ERROR BY 0.013 METERS.  THE DIRECTION TO REFERENCE MARK 3
 AO0224'CHECKED THE 1957 DESCRIPTION.  DUE TO CHANGES A COMPLETE
 AO0224'NEW DESCRIPTION FOLLOWS.
 AO0224'
 AO0224'THE STATION IS ABOUT 9 MILES SOUTH AND 3 MILES WEST OF DILLEY, 7
 AO0224'MILES NORTH AND 1-1/2 MILES EAST OF COTULLA, 1-1/4 MILES NORTH OF
 AO0224'GARDENDALE AND ON HIGHWAY RIGHT-OF-WAY.
 AO0224'
 AO0224'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 AO0224'HIGHWAY 81 AND STATE HIGHWAY 97 IN COTULLA, GO NORTH ON HIGHWAY 81
 AO0224'FOR 0.95 MILE TO THE JUNCTION OF INTERSTATE HIGHWAY 35.  CONTINUE
 AO0224'NORTH-NORTHEAST ON HIGHWAY 35 FOR 5.5 MILES TO THE GARDENDALE
 AO0224'EXIT.  EXIT HERE AND FOLLOW ACCESS ROAD NORTH-NORTHEAST FOR 0.3
 AO0224'MILE TO THE WEST ACCESS ROAD.  TURN RIGHT AND GO
 AO0224'NORTH-NORTHEAST ON THE WEST ACCESS ROAD FOR 1.1 MILES TO THE
 AO0224'STATION ON THE LEFT AS DESCRIBED.
 AO0224'
 AO0224'STATION MARK IS A STANDARD DISK STAMPED KELLI 2 1957.  THE SURFACE
 AO0224'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AO0224'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 143 FEET SOUTH OF THE
 AO0224'CENTER OF A FIELD ENTRANCE ROAD, 40 FEET WEST OF THE CENTER LINE
 AO0224'OF AN ACCESS ROAD, 21.5 FEET SOUTH OF A POWER LINE POLE, 1.3 FEET
 AO0224'SOUTH OF A METAL WITNESS POST, 1.6 FEET NORTH OF A WOODEN WITNESS
 AO0224'POST AND IS IN THE FENCE LINE.
 AO0224'
 AO0224'REFERENCE MARK 3, A STANDARD DISK STAMPED KELLI 2 NO 3 1957, IS
 AO0224'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 4
 AO0224'INCHES BELOW THE GROUND SURFACE.  IT IS 40 FEET WEST OF THE CENTER
 AO0224'LINE OF THE ACCESS ROAD, 3.55 FEET SOUTH OF A POWER LINE POLE WITH
 AO0224'A TRANSFORMER, 49.5 FEET NORTH OF THE METAL WITNESS POST, IS IN THE
 AO0224'FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AO0224'
 AO0224'REFERENCE MARK 5, A STANDARD DISK STAMPED KELLI 2 NO 5 1957 1971,
 AO0224'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 AO0224'12-INCH BELOW THE GROUND SURFACE.  IT IS 35.6 FEET SOUTHEAST OF THE
 AO0224'POWER LINE POLE, 18.7 FEET SOUTHEAST OF THE METAL WITNESS POST,
 AO0224'15.5 FEET EAST OF THE FENCE, 25 FEET WEST OF THE CENTER LINE OF THE
 AO0224'ACCESS ROAD AND 3.5 FEET LOWER THAN THE STATION.
 AO0224'
 AO0224'REFERENCE MARK 5, UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 AO0224'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.  THE DISK IS
 AO0224'STAMPED KELLI 2 NO 5 1957 1971.
 AO0224'
 AO0224'REFERENCE MARK 6, A STANDARD DISK STAMPED KELLI 2 NO 6 1957 1971, IS
 AO0224'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AO0224'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET SOUTH
 AO0224'OF THE METAL WITNESS POST, 39.8 FEET WEST OF THE CENTER LINE OF THE
 AO0224'ACCESS ROAD, 1 FOOT EAST OF THE FENCE AND APPROXIMATELY THE
 AO0224'SAME ELEVATION AS THE STATION.
 AO0224'
 AO0224'AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED KELLI AZI 1935, IS
 AO0224'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 AO0224'6-INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET EAST OF THE
 AO0224'CENTER LINE OF THE EAST ACCESS ROAD, 44 FEET WEST OF THE WEST RAIL
 AO0224'OF THE RAILROAD TRACKS AND 1.2 FEET SOUTHWEST OF A METAL WITNESS
 AO0224'POST.
 AO0224'
 AO0224'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWEST ON
 AO0224'THE WEST ACCESS ROAD FOR 0.7 MILE.  AZIMUTH MARK IS 0.05 MILE EAST
 AO0224'FROM THIS POINT ACROSS INTERSTATE HIGHWAY 35 AND THE EAST ACCESS
 AO0224'ROAD.
 AO0224'
 AO0224'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 AO0224'NORTH-NORTHEAST OF COTULLA.
 AO0224'
 AO0224'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 AO0224
 AO0224                          STATION RECOVERY (1971)
 AO0224
 AO0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AO0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0223 ***********************************************************************
 AO0223  DESIGNATION -  KELLI 2 RM 3
 AO0223  PID         -  AO0223
 AO0223  STATE/COUNTY-  TX/LA SALLE
 AO0223  USGS QUAD   -  MILLETT (1974)
 AO0223
 AO0223                         *CURRENT SURVEY CONTROL
 AO0223  ___________________________________________________________________
 AO0223* NAD 83(1986)-  28 31 59.     (N)    099 12 41.     (W)     SCALED    
 AO0223* NAVD 88     -       180.613  (meters)     592.56   (feet)  ADJUSTED  
 AO0223  ___________________________________________________________________
 AO0223  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AO0223  DYNAMIC HT  -         180.344 (meters)     591.68  (feet)  COMP
 AO0223  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 AO0223
 AO0223  VERT ORDER  -  FIRST     CLASS II
 AO0223
 AO0223.The horizontal coordinates were scaled from a topographic map and have
 AO0223.an estimated accuracy of +/- 6 seconds.
 AO0223
 AO0223.The orthometric height was determined by differential leveling
 AO0223.and adjusted by the National Geodetic Survey in June 1991..
 AO0223.WARNING-Repeat measurements at this control monument indicate possible
 AO0223.vertical movement.
 AO0223
 AO0223.The geoid height was determined by GEOID03.
 AO0223
 AO0223.The dynamic height is computed by dividing the NAVD 88
 AO0223.geopotential number by the normal gravity value computed on the
 AO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0223.degrees latitude (g = 980.6199 gals.).
 AO0223
 AO0223.The modeled gravity was interpolated from observed gravity values.
 AO0223
 AO0223;                    North         East    Units  Estimated Accuracy
 AO0223;SPC TXSC     - 4,077,570.      579,310.      MT  (+/- 180 meters Scaled)
 AO0223
 AO0223                          SUPERSEDED SURVEY CONTROL
 AO0223
 AO0223  NGVD 29 (??/??/92)  180.485  (m)          592.14   (f) ADJ UNCH    1 2
 AO0223
 AO0223.Superseded values are not recommended for survey control.
 AO0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0223.See file dsdata.txt to determine how the superseded data were derived.
 AO0223
 AO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS793562(NAD 83)
 AO0223_MARKER: DR = REFERENCE MARK DISK
 AO0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0223_STAMPING: KELLI 2 NO 3 1957
 AO0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0223+STABILITY: SURFACE MOTION
 AO0223
 AO0223  HISTORY     - Date     Condition        Report By
 AO0223  HISTORY     - 1957     MONUMENTED       CGS
 AO0223  HISTORY     - 1971     GOOD             NGS
 AO0223
 AO0223                          STATION DESCRIPTION
 AO0223
 AO0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0223'1.1 MI N FROM GARDENDALE.
 AO0223'1.1 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0223'FROM THE STATION AT GARDENDALE, 350 FEET WEST OF THE WEST RAIL, 253
 AO0223'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 50.79 FEET NORTH OF
 AO0223'TRIANGULATION STATION KELLI 2 1957, 152 FEET SOUTHEAST OF A LONE
 AO0223'MESQUITE TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AO0223'FOOT ABOVE THE GROUND.
 AO0223
 AO0223                          STATION RECOVERY (1971)
 AO0223
 AO0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AO0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0666 ***********************************************************************
 AO0666  DESIGNATION -  KELLI 2 RM 5
 AO0666  PID         -  AO0666
 AO0666  STATE/COUNTY-  TX/LA SALLE
 AO0666  USGS QUAD   -  MILLETT (1974)
 AO0666
 AO0666                         *CURRENT SURVEY CONTROL
 AO0666  ___________________________________________________________________
 AO0666* NAD 83(1993)-  28 31 59.70451(N)    099 12 41.17746(W)     ADJUSTED  
 AO0666* NAVD 88     -       178.9    (meters)     587.     (feet)  VERTCON   
 AO0666  ___________________________________________________________________
 AO0666  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AO0666  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AO0666
 AO0666  HORZ ORDER  -  FIRST
 AO0666
 AO0666.The horizontal coordinates were established by classical geodetic methods
 AO0666.and adjusted by the National Geodetic Survey in February 1996..
 AO0666
 AO0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0666
 AO0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0666
 AO0666.The geoid height was determined by GEOID03.
 AO0666
 AO0666;                    North         East     Units Scale Factor Converg.
 AO0666;SPC TXSC     - 4,077,590.698   579,306.656   MT  0.99996035   -0 06 12.9
 AO0666;SPC TXSC     -13,377,895.48  1,900,608.59   sFT  0.99996035   -0 06 12.9
 AO0666;UTM  14      - 3,156,293.877   479,314.077   MT  0.99960528   -0 06 03.6
 AO0666
 AO0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0666!SPC TXSC     -   0.99997579  x   0.99996035  =   0.99993614
 AO0666!UTM  14      -   0.99997579  x   0.99960528  =   0.99958108
 AO0666
 AO0666:                Primary Azimuth Mark                     Grid Az
 AO0666:SPC TXSC     -  KELLI AZ                                 190 28 10.3
 AO0666:UTM  14      -  KELLI AZ                                 190 28 01.0
 AO0666
 AO0666|---------------------------------------------------------------------|
 AO0666| PID    Reference Object                     Distance      Geod. Az  |
 AO0666|                                                           dddmmss.s |
 AO0666| AO0226 KELLI AZ                            APPROX. 1.1 KM 1902157.4 |
 AO0666| AO0665 GARDENDALE RAD MAST                 APPROX. 1.8 KM 1912326.1 |
 AO0666| AO0224 KELLI 2                               5.483 METERS 31728     |
 AO0666|---------------------------------------------------------------------|
 AO0666
 AO0666                          SUPERSEDED SURVEY CONTROL
 AO0666
 AO0666  NAD 83(1986)-  28 31 59.70330(N)    099 12 41.15511(W) AD(       ) 1
 AO0666  NAD 27      -  28 31 58.75775(N)    099 12 40.04071(W) AD(       ) 1
 AO0666  NGVD 29 (07/19/86)  178.8    (m)          587.     (f) VERT ANG       
 AO0666
 AO0666.Superseded values are not recommended for survey control.
 AO0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0666.See file dsdata.txt to determine how the superseded data were derived.
 AO0666
 AO0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7931456294(NAD 83)
 AO0666_MARKER: DR = REFERENCE MARK DISK
 AO0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0666
 AO0666  HISTORY     - Date     Condition        Report By
 AO0666  HISTORY     - 1971     MONUMENTED       NGS
 AO0666
 AO0666                          STATION DESCRIPTION
 AO0666
 AO0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (ILC)
 AO0666'THE STATION IS ABOUT 9 MILES SOUTH AND 3 MILES WEST OF DILLEY, 7
 AO0666'MILES NORTH AND 1-1/2 MILES EAST OF COTULLA, 1-1/4 MILES NORTH OF
 AO0666'GARDENDALE AND ON HIGHWAY RIGHT-OF-WAY.
 AO0666'
 AO0666'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF U.S.
 AO0666'HIGHWAY 81 AND STATE HIGHWAY 97 IN COTULLA, GO NORTH ON HIGHWAY 81
 AO0666'FOR 0.95 MILE TO INTERSTATE HIGHWAY 35.  CONTINUE NORTH-NORTHEAST ON
 AO0666'HIGHWAY 35 FOR 5.5 MILES TO THE GARDENDALE EXIT.  EXIT HERE AND
 AO0666'FOLLOW THE EAST ACCESS ROAD NORTH-NORTHEAST FOR 0.3 MILE TO THE WEST
 AO0666'ACCESS ROAD.  TURN RIGHT AND GO NORTH-NORTHEAST ON THE WEST ACCESS
 AO0666'ROAD FOR 1.1 MILES TO THE STATION ON LEFT.
 AO0666'
 AO0666'STATION MARKS ARE STANDARD REFERENCE DISKS STAMPED KELLI 2 NO 5
 AO0666'1957 1971.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 AO0666'CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES BELOW THE GROUND
 AO0666'SURFACE.  IT IS 35.6 FEET SOUTHEAST OF A POWER LINE POLE, 18.7
 AO0666'FEET SOUTHEAST OF A METAL WITNESS POST, 15.5 FEET EAST OF A FENCE,
 AO0666'25 FEET WEST OF THE CENTER LINE OF THE ACCESS ROAD AND ABOUT 1.5
 AO0666'FEET LOWER THAN THE ROAD SURFACE.  THE UNDERGROUND MARK IS SET IN
 AO0666'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND
 AO0666'SURFACE.
 AO0666'
 AO0666'REFERENCE MARK 3, A STANDARD DISK STAMPED KELLI 2 NO 3 1957, IS SET
 AO0666'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 4
 AO0666'INCHES BELOW THE GROUND SURFACE.  IT IS 40 FEET WEST OF THE CENTER
 AO0666'LINE OF THE ACCESS ROAD, 35.5 FEET SOUTH OF A POWER LINE POLE WITH
 AO0666'A TRANSFORMER, 49.5 FEET NORTH OF THE METAL WITNESS POST,
 AO0666'IS IN THE FENCELINE AND IS APPROXIMATELY 3.5 FEET HIGHER THAN
 AO0666'THE STATION.
 AO0666'
 AO0666'REFERENCE MARK 6, A STANDARD DISK STAMPED KELLI 2 NO 6 1957 1971,
 AO0666'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AO0666'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET SOUTH
 AO0666'OF THE METAL WITNESS POST, 39.8 FEET WEST OF THE CENTER LINE OF THE
 AO0666'ACCESS ROAD, 1 FOOT EAST OF THE FENCE AND APPROXIMATELY 3.5
 AO0666'FEET HIGHER THAN THE STATION.
 AO0666'
 AO0666'STATION KELLI 2, IS A STANDARD DISK STAMPED KELLI 2 1957.  THE
 AO0666'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AO0666'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 143
 AO0666'FEET SOUTH OF THE CENTER OF THE FIELD ENTRANCE, 40 FEET WEST OF
 AO0666'THE CENTER LINE OF THE ACCESS ROAD, 21.5 FEET SOUTH OF THE POWER
 AO0666'LINE POLE, 1.3 FEET SOUTH OF THE METAL WITNESS POST, 1.6 FEET
 AO0666'NORTH OF A WOODEN WITNESS POST AND IS IN THE FENCE LINE.  THE
 AO0666'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.
 AO0666'
 AO0666'AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED KELLI AZI 1935, IS
 AO0666'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 AO0666'6-INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET EAST OF THE
 AO0666'CENTER LINE OF THE EAST ACCESS ROAD, 44 FEET WEST OF THE WEST RAIL
 AO0666'OF THE RAILROAD TRACKS AND 1.2 FEET SOUTHWEST OF A METAL WITNESS
 AO0666'POST.
 AO0666'
 AO0666'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWEST ON
 AO0666'THE WEST ACCESS ROAD FOR 0.7 MILE.  AZIMUTH MARK IS 0.05 MILE EAST
 AO0666'FROM THIS POINT ACROSS INTERSTATE HIGHWAY 35 AND THE EAST ACCESS
 AO0666'ROAD.
 AO0666'
 AO0666'HEIGHT OF LIGHT ABOVE STATION MARK 18.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0226 ***********************************************************************
 AO0226  DESIGNATION -  KELLI AZ
 AO0226  PID         -  AO0226
 AO0226  STATE/COUNTY-  TX/LA SALLE
 AO0226  USGS QUAD   -  MILLETT (1974)
 AO0226
 AO0226                         *CURRENT SURVEY CONTROL
 AO0226  ___________________________________________________________________
 AO0226* NAD 83(1993)-  28 31 23.99996(N)    099 12 48.57229(W)     ADJUSTED  
 AO0226* NAVD 88     -       174.702  (meters)     573.17   (feet)  ADJUSTED  
 AO0226  ___________________________________________________________________
 AO0226  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AO0226  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AO0226  DYNAMIC HT  -         174.441 (meters)     572.31  (feet)  COMP
 AO0226  MODELED GRAV-     979,148.5   (mgal)                       NAVD 88
 AO0226
 AO0226  HORZ ORDER  -  THIRD
 AO0226  VERT ORDER  -  FIRST     CLASS II
 AO0226
 AO0226.The horizontal coordinates were established by classical geodetic methods
 AO0226.and adjusted by the National Geodetic Survey in February 1996..
 AO0226
 AO0226.The orthometric height was determined by differential leveling
 AO0226.and adjusted by the National Geodetic Survey in June 1991..
 AO0226.WARNING-Repeat measurements at this control monument indicate possible
 AO0226.vertical movement.
 AO0226
 AO0226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0226
 AO0226.The geoid height was determined by GEOID03.
 AO0226
 AO0226.The dynamic height is computed by dividing the NAVD 88
 AO0226.geopotential number by the normal gravity value computed on the
 AO0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0226.degrees latitude (g = 980.6199 gals.).
 AO0226
 AO0226.The modeled gravity was interpolated from observed gravity values.
 AO0226
 AO0226;                    North         East     Units Scale Factor Converg.
 AO0226;SPC TXSC     - 4,076,491.923   579,103.615   MT  0.99996276   -0 06 16.5
 AO0226;SPC TXSC     -13,374,290.58  1,899,942.44   sFT  0.99996276   -0 06 16.5
 AO0226;UTM  14      - 3,155,195.484   479,111.157   MT  0.99960538   -0 06 07.0
 AO0226
 AO0226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0226!SPC TXSC     -   0.99997645  x   0.99996276  =   0.99993921
 AO0226!UTM  14      -   0.99997645  x   0.99960538  =   0.99958184
 AO0226
 AO0226:                Primary Azimuth Mark                     Grid Az
 AO0226:SPC TXSC     -  KELLI 2                                  010 14 45.5
 AO0226:UTM  14      -  KELLI 2                                  010 14 36.0
 AO0226
 AO0226|---------------------------------------------------------------------|
 AO0226| PID    Reference Object                     Distance      Geod. Az  |
 AO0226|                                                           dddmmss.s |
 AO0226| AO0224 KELLI 2                             APPROX. 1.1 KM 0100829.0 |
 AO0226| AO0663 KELLI                               APPROX. 1.1 KM 0115426.7 |
 AO0226|---------------------------------------------------------------------|
 AO0226
 AO0226                          SUPERSEDED SURVEY CONTROL
 AO0226
 AO0226  NAD 83(1986)-  28 31 24.00103(N)    099 12 48.54930(W) AD(       ) 3
 AO0226  NAD 27      -  28 31 23.04710(N)    099 12 47.43760(W) AD(       ) 3
 AO0226  NGVD 29 (??/??/92)  174.573  (m)          572.74   (f) ADJ UNCH    1 2
 AO0226
 AO0226.Superseded values are not recommended for survey control.
 AO0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0226.See file dsdata.txt to determine how the superseded data were derived.
 AO0226
 AO0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS7911155195(NAD 83)
 AO0226_MARKER: DZ = AZIMUTH MARK DISK
 AO0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0226_STAMPING: KELLI AZI 1935
 AO0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0226+STABILITY: SURFACE MOTION
 AO0226
 AO0226  HISTORY     - Date     Condition        Report By
 AO0226  HISTORY     - 1935     MONUMENTED       CGS
 AO0226  HISTORY     - 1956     GOOD             NGS
 AO0226  HISTORY     - 1971     GOOD             NGS
 AO0226
 AO0226                          STATION DESCRIPTION
 AO0226
 AO0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0226'0.4 MI N FROM GARDENDALE.
 AO0226'0.4 MILE NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0226'FROM THE STATION AT GARDENDALE, 4 POLES SOUTH OF MILEPOST 339, IN LINE
 AO0226'WITH A ROW OF TELEPHONE POLES, 43.5 FEET WEST OF THE WEST RAIL, 54
 AO0226'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 27 FEET SOUTH OF A
 AO0226'TELEPHONE POLE, 3.3 FEET EAST OF A FENCE, 1.4 FEET EAST OF A WITNESS
 AO0226'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AO0226'THE GROUND.
 AO0226
 AO0226                          STATION RECOVERY (1971)
 AO0226
 AO0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AO0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0167 ***********************************************************************
 AZ0167  DESIGNATION -  KELLY
 AZ0167  PID         -  AZ0167
 AZ0167  STATE/COUNTY-  TX/VAL VERDE
 AZ0167  USGS QUAD   -  DEL RIO NW (1972)
 AZ0167
 AZ0167                         *CURRENT SURVEY CONTROL
 AZ0167  ___________________________________________________________________
 AZ0167* NAD 83(1993)-  29 27 14.26259(N)    100 54 35.39142(W)     ADJUSTED  
 AZ0167* NAVD 88     -       381.561  (meters)    1251.84   (feet)  ADJUSTED  
 AZ0167  ___________________________________________________________________
 AZ0167  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AZ0167  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0167  DYNAMIC HT  -         381.007 (meters)    1250.02  (feet)  COMP
 AZ0167  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0167
 AZ0167  HORZ ORDER  -  FIRST
 AZ0167  VERT ORDER  -  FIRST     CLASS II
 AZ0167
 AZ0167.The horizontal coordinates were established by classical geodetic methods
 AZ0167.and adjusted by the National Geodetic Survey in February 1996..
 AZ0167
 AZ0167.The orthometric height was determined by differential leveling
 AZ0167.and adjusted by the National Geodetic Survey in June 1991..
 AZ0167
 AZ0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0167
 AZ0167.The geoid height was determined by GEOID03.
 AZ0167
 AZ0167.The dynamic height is computed by dividing the NAVD 88
 AZ0167.geopotential number by the normal gravity value computed on the
 AZ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0167.degrees latitude (g = 980.6199 gals.).
 AZ0167
 AZ0167.The modeled gravity was interpolated from observed gravity values.
 AZ0167
 AZ0167;                    North         East     Units Scale Factor Converg.
 AZ0167;SPC TXSC     - 4,181,121.032   414,760.258   MT  0.99986539   -0 56 08.3
 AZ0167;SPC TXSC     -13,717,561.25  1,360,759.28   sFT  0.99986539   -0 56 08.3
 AZ0167;UTM  14      - 3,259,800.661   314,783.352   MT  1.00002331   -0 56 21.8
 AZ0167
 AZ0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0167!SPC TXSC     -   0.99994364  x   0.99986539  =   0.99980904
 AZ0167!UTM  14      -   0.99994364  x   1.00002331  =   0.99996695
 AZ0167
 AZ0167:                Primary Azimuth Mark                     Grid Az
 AZ0167:SPC TXSC     -  WINDMILL N OF STA MOORE                  053 20 43.9
 AZ0167:UTM  14      -  WINDMILL N OF STA MOORE                  053 20 57.4
 AZ0167
 AZ0167|---------------------------------------------------------------------|
 AZ0167| PID    Reference Object                     Distance      Geod. Az  |
 AZ0167|                                                           dddmmss.s |
 AZ0167| AZ0665 WINDMILL N OF STA MOORE             APPROX.12.0 KM 0522435.6 |
 AZ0167| AZ0644 WINDMILL NEAR STA MOORE             APPROX.10.5 KM 0700000.6 |
 AZ0167| AZ0169 KELLY RM 1                           10.277 METERS 10749     |
 AZ0167| CV5331 KELLY AZ MK                                        1745100.1 |
 AZ0167| AZ0648 DEL RIO STANDPIPE                   APPROX. 9.5 KM 1761631.9 |
 AZ0167| AZ0168 KELLY RM 2                            8.209 METERS 22849     |
 AZ0167|---------------------------------------------------------------------|
 AZ0167
 AZ0167                          SUPERSEDED SURVEY CONTROL
 AZ0167
 AZ0167  NAD 83(1986)-  29 27 14.25143(N)    100 54 35.37287(W) AD(       ) 1
 AZ0167  NAD 27      -  29 27 13.43700(N)    100 54 34.02400(W) AD(       ) 1
 AZ0167  NGVD 29 (??/??/92)  381.524  (m)         1251.72   (f) ADJ UNCH    1 2
 AZ0167
 AZ0167.Superseded values are not recommended for survey control.
 AZ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0167.See file dsdata.txt to determine how the superseded data were derived.
 AZ0167
 AZ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT1478359801(NAD 83)
 AZ0167_MARKER: DS = TRIANGULATION STATION DISK
 AZ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0167_STAMPING: KELLY 1918
 AZ0167_MARK LOGO: CGS   
 AZ0167_PROJECTION: PROJECTING 10 CENTIMETERS
 AZ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0167+STABILITY: SURFACE MOTION
 AZ0167
 AZ0167  HISTORY     - Date     Condition        Report By
 AZ0167  HISTORY     - 1918     MONUMENTED       CGS
 AZ0167  HISTORY     - 1937     GOOD             TXHD
 AZ0167  HISTORY     - 1949     GOOD             CGS
 AZ0167  HISTORY     - 1950     GOOD             CGS
 AZ0167  HISTORY     - 1963     GOOD             NGS
 AZ0167  HISTORY     - 1981     GOOD             NGS
 AZ0167  HISTORY     - 19980805 GOOD             USPSQD
 AZ0167
 AZ0167                          STATION DESCRIPTION
 AZ0167
 AZ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AZ0167'STATION IS 7 MILES N OF DEL RIO, 60 METERS (197 FEET) W OF THE
 AZ0167'DEL RIO-SONORA ROAD, 1 MILE N OF THE POINT WHERE THE COMSTOCK
 AZ0167'ROAD TURNS TO THE W FROM THE DEL RIO-SONORA ROAD, AND 4 METERS
 AZ0167'(13 FEET) S OF THE WIRE FENCE DIVIDING THE PASTURES.
 AZ0167'
 AZ0167'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE
 AZ0167'
 AZ0167'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AZ0167'
 AZ0167'REFERENCE MARK IS A STANDARD DISK IN A BLOCK OF CONCRETE, SET
 AZ0167'UNDER THE WIRE FENCE, 10.275 METERS (33.71 FEET) FROM THE
 AZ0167'STATION.
 AZ0167'
 AZ0167'ELEVATION OF STATION, 378.1 METERS (1,240 FEET).
 AZ0167
 AZ0167                          STATION RECOVERY (1937)
 AZ0167
 AZ0167'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AZ0167'REFERENCE MARK RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 AZ0167'
 AZ0167'STATION WAS REACHED FROM DEL RIO, BY FOLLOWING U.S. HIGHWAYS
 AZ0167'90 AND 277 N OUT OF DEL RIO TO INTERSECTION APPROXIMATELY
 AZ0167'4-1/2 MILES N OF DEL RIO, THEN CONTINUING N ON U.S. HIGHWAY
 AZ0167'277 A DISTANCE OF 2 MILES TO RIDGE, FROM WHICH POINT THE STATION
 AZ0167'IS 210 FEET W.
 AZ0167
 AZ0167                          STATION RECOVERY (1949)
 AZ0167
 AZ0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DLM)
 AZ0167'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  STATION IS
 AZ0167'APPROXIMATELY 15 FEET N OF WIRE FENCE DIVIDING PASTURES AND
 AZ0167'1.7 MILES N OF INTERSECTION OF U.S. HIGHWAYS 90 AND 277.
 AZ0167'STATION MARK STAMPED KELLY 1918.
 AZ0167
 AZ0167                          STATION RECOVERY (1950)
 AZ0167
 AZ0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CL)
 AZ0167'STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE IN GOOD
 AZ0167'CONDITION.  A REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED
 AZ0167'AT THIS TIME SO A COMPLETE NEW DESCRIPTION FOLLOWS--
 AZ0167'
 AZ0167'THE STATION IS LOCATED 6 MILES N OF DEL RIO AND ABOUT 200
 AZ0167'FEET W OF U.S. HIGHWAY 277, ON THE TOP OF A RIDGE OVERLOOKING
 AZ0167'THE RIO GRANDE VALLEY TO THE S.  THE SURFACE STATION MARK IS
 AZ0167'A BRONZE DISK SET IN CONCRETE PROJECTING ABOUT 2 INCHES AND
 AZ0167'IS STAMPED KELLY 1918.  THE UNDERGROUND MARK IS A NAIL IN A
 AZ0167'BLOCK OF CONCRETE.  STATION IS LOCATED 16 FEET N OF THE E-W
 AZ0167'FENCE LINE, 151 FEET W OF A T-INTERSECTION OF FENCES, AND 200
 AZ0167'FEET W OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 277.
 AZ0167'
 AZ0167'R.M. 1 (1918) IS 1 FOOT N OF THE E-W FENCE.  IT IS A BRONZE
 AZ0167'REFERENCE DISK SET IN CONCRETE PROJECTING ABOUT 3 INCHES AND
 AZ0167'IS STAMPED KELLY 1918.
 AZ0167'
 AZ0167'R.M. 2 (1950) IS 1 FOOT N OF THE E-W FENCE.  IT IS A BRONZE
 AZ0167'REFERENCE DISK SET IN CONCRETE PROJECTING ABOUT 3 INCHES
 AZ0167'AND IS STAMPED KELLY NO. 2 1950.
 AZ0167'
 AZ0167'AZIMUTH MARK IS ON THE FIRST ELEVATION S OF THE STATION, ON
 AZ0167'THE RIGHT-OF-WAY OF U.S. HIGHWAY 277, 48 FEET W OF THE CENTER
 AZ0167'LINE OF THE HIGHWAY, 2 FEET E OF THE RIGHT-OF-WAY FENCE, AND
 AZ0167'4 FEET NW OF A WHITE WITNESS POST.
 AZ0167'
 AZ0167'THE STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS
 AZ0167'90 AND 277 WHICH IS 4 MILES N OF DEL RIO BY GOING N ON U.S.
 AZ0167'HIGHWAY 277 FOR 1.35 MILES TO THE TOP OF A GRADE AND THE
 AZ0167'AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE.  THENCE CONTINUE
 AZ0167'N ON HIGHWAY FOR 0.45 MILE TO THE TOP OF THE SECOND GRADE
 AZ0167'AND THE STATION SITE ON THE LEFT AS DESCRIBED ABOVE.
 AZ0167'
 AZ0167'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 AZ0167
 AZ0167                          STATION RECOVERY (1963)
 AZ0167
 AZ0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AZ0167'6.06 MI N FROM DEL RIO.
 AZ0167'ABOUT 6.05 MILES NORTH ALONG U. S. HIGHWAY 277 FROM THE OVERPASS OVER
 AZ0167'THE TEXAS AND NEW ORLEANS RAILROAD AT DEL RIO, ON THE CREST OF THE
 AZ0167'HIGHEST RIDGE IN THE VICINITY, 203 FEET WEST OF THE CENTER LINE OF THE
 AZ0167'HIGHWAY, 52 FEET SOUTH OF THE CENTER LINE OF A DRIVE WEST TO A SMALL
 AZ0167'CONCRETE BLOCK BUILDING AND FOUR RADIO TOWERS, 367 FEET EAST OF THE
 AZ0167'SOUTHEAST MOST OF THE FOUR TOWERS, 16 FEET NORTH OF A FENCE LINE, 33.7
 AZ0167'FEET NORTHWEST OF REFERENCE MARK NO. 1, 26.9 FEET NORTHEAST OF
 AZ0167'REFERENCE MARK NO. 2 AND IN THE TOP OF A CONCRETE POST THAT PROJECTS
 AZ0167'0.2 FOOT.  TO REACH FROM THE JUNCTION OF U. S. HIGHWAYS 90, 277 AND
 AZ0167'377 AT THE NORTH END OF THE OVERPASS IN DEL RIO, GO NORTH 4.4 MILES
 AZ0167'ALONG THE HIGHWAY TO WHERE U. S. HIGHWAY 90 LEAVES U. S. HIGHWAYS 277
 AZ0167'AND 377, THENCE NORTH 2.0 MILES TO THE CREST OF HILL AND STATION ON
 AZ0167'THE LEFT.
 AZ0167
 AZ0167                          STATION RECOVERY (1981)
 AZ0167
 AZ0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0167'3.0 KM (1.85 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0167'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, AT A FIELD
 AZ0167'ROAD LEADING WEST TO A CONCRETE BLOCK BUILDING AND FOUR RADIO TOWERS,
 AZ0167'111.9 METERS (367.1 FT) EAST OF THE MOST SOUTHWESTERLY 1 OF 4 RADIO
 AZ0167'TOWERS, 61.9 METERS (203.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 AZ0167'16.0 METERS (52.5 FT) SOUTH OF THE CENTER OF THE FIELD ROAD AND 4.9
 AZ0167'METERS (16.1 FT) NORTH OF A FENCE.
 AZ0167'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AZ0167
 AZ0167                          STATION RECOVERY (1998)
 AZ0167
 AZ0167'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1130 ***********************************************************************
 CA1130  DESIGNATION -  KELLY
 CA1130  PID         -  CA1130
 CA1130  STATE/COUNTY-  TX/CONCHO
 CA1130  USGS QUAD   -  EDEN (1970)
 CA1130
 CA1130                         *CURRENT SURVEY CONTROL
 CA1130  ___________________________________________________________________
 CA1130* NAD 83(1993)-  31 12 58.26887(N)    099 49 09.01510(W)     ADJUSTED  
 CA1130* NAVD 88     -       628.4    (meters)    2062.     (feet)  VERTCON   
 CA1130  ___________________________________________________________________
 CA1130  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 CA1130  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CA1130
 CA1130  HORZ ORDER  -  SECOND
 CA1130
 CA1130.The horizontal coordinates were established by classical geodetic methods
 CA1130.and adjusted by the National Geodetic Survey in February 1996..
 CA1130
 CA1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1130
 CA1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1130
 CA1130.The geoid height was determined by GEOID03.
 CA1130
 CA1130;                    North         East     Units Scale Factor Converg.
 CA1130;SPC TX C     - 3,171,885.835   748,987.954   MT  0.99988874   +0 15 53.4
 CA1130;SPC TX C     -10,406,428.78  2,457,304.65   sFT  0.99988874   +0 15 53.4
 CA1130;UTM  14      - 3,453,850.248   421,972.725   MT  0.99967509   -0 25 28.5
 CA1130
 CA1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1130!SPC TX C     -   0.99990506  x   0.99988874  =   0.99979381
 CA1130!UTM  14      -   0.99990506  x   0.99967509  =   0.99958018
 CA1130
 CA1130|---------------------------------------------------------------------|
 CA1130| PID    Reference Object                     Distance      Geod. Az  |
 CA1130|                                                           dddmmss.s |
 CA1130| CV5337 KELLY RM 1                           15.285 METERS 08947     |
 CA1130| CA1127 HARDEN                              APPROX. 3.2 KM 2244953.5 |
 CA1130| CV5338 KELLY RM 2                           15.225 METERS 26948     |
 CA1130|---------------------------------------------------------------------|
 CA1130
 CA1130                          SUPERSEDED SURVEY CONTROL
 CA1130
 CA1130  NAD 83(1986)-  31 12 58.27619(N)    099 49 09.00075(W) AD(       ) 2
 CA1130  NAD 27      -  31 12 57.68134(N)    099 49 07.74458(W) AD(       ) 2
 CA1130  NGVD 29 (07/19/86)  628.3    (m)         2061.     (f) VERT ANG       
 CA1130
 CA1130.Superseded values are not recommended for survey control.
 CA1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1130.See file dsdata.txt to determine how the superseded data were derived.
 CA1130
 CA1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV2197353850(NAD 83)
 CA1130_MARKER: DD = SURVEY DISK
 CA1130_SETTING: 0 = UNSPECIFIED SETTING
 CA1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA1130+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 CA1130
 CA1130  HISTORY     - Date     Condition        Report By
 CA1130  HISTORY     - 1971     MONUMENTED       USGS
 CA1130  HISTORY     - 20050727 GOOD             USPSQD
 CA1130
 CA1130                          STATION DESCRIPTION
 CA1130
 CA1130'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1130'THE STATION IS LOCATED DUE EAST 2 MILES FROM EDEN, TEXAS, ON
 CA1130'LAND OWNED BY KENNETH WOOD, EDEN, TEXAS.  55.5 FEET SOUTH OF
 CA1130'CENTER LINE OF U.S. HIGHWAY 87, AND 60 FEET WEST OF THE NORTHEAST
 CA1130'CORNER OF A GRAVEL PIT.
 CA1130'
 CA1130'TO REACH FROM EDEN, TEXAS, GO 1.6 MILES EAST ON U.S. HIGHWAY
 CA1130'87 TO THE STATION SITE ON THE RIGHT.  6 FEET SOUTH OF
 CA1130'RIGHT-OF-WAY FENCE, 8 FEET SOUTHEAST OF A USGS WITNESS SIGN
 CA1130'MOUNTED ON THE SOUTH RIGHT-OF-WAY FENCE.
 CA1130'
 CA1130'STATION MARK AND THE TWO REFERENCE MARKS ARE ALL STANDARD
 CA1130'BRONZE TABLETS, SOLDERED TO COPPER COATED STEEL RODS, CENTERED
 CA1130'IN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 1 FOOT LONG, FILLED
 CA1130'WITH GRAVEL.  THE TABLETS ARE FLUSH WITH THE GROUND.
 CA1130'
 CA1130'STATION MARK--THE ROD IS DRIVEN TO REFUSAL 5.8 FEET, TABLET
 CA1130'STAMPED KELLY ET 1971.
 CA1130'
 CA1130'REFERENCE MARK NO. 1--THE ROD IS DRIVEN TO REFUSAL 5 FEET,
 CA1130'TABLET STAMPED KELLY ET NO. 1 1971.
 CA1130'
 CA1130'REFERENCE MARK NO. 2--THE ROD IS DRIVEN TO REFUSAL 5 FEET,
 CA1130'TABLET STAMPED KELLY ET NO. 2 1971.
 CA1130'
 CA1130'STATION HARDEN ET 1971 IS VISIBLE FROM THE GROUND AT THIS
 CA1130'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1130'
 CA1130'ALL OBSERVATIONS WERE MADE FROM A SCAFFOLD (HI=17.8 FEET).
 CA1130
 CA1130                          STATION RECOVERY (2005)
 CA1130
 CA1130'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 CA1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0889 ***********************************************************************
 CB0889  DESIGNATION -  KELLY
 CB0889  PID         -  CB0889
 CB0889  STATE/COUNTY-  TX/SCHLEICHER
 CB0889  USGS QUAD   -  HULLDALE SW (1987)
 CB0889
 CB0889                         *CURRENT SURVEY CONTROL
 CB0889  ___________________________________________________________________
 CB0889* NAD 83(1993)-  31 03 02.30228(N)    100 38 07.21250(W)     ADJUSTED  
 CB0889* NAVD 88     -       768.0    (meters)    2520.     (feet)  VERTCON   
 CB0889  ___________________________________________________________________
 CB0889  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 CB0889  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 CB0889
 CB0889  HORZ ORDER  -  FIRST
 CB0889
 CB0889.The horizontal coordinates were established by classical geodetic methods
 CB0889.and adjusted by the National Geodetic Survey in February 1996..
 CB0889
 CB0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0889
 CB0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0889
 CB0889.The geoid height was determined by GEOID03.
 CB0889
 CB0889;                    North         East     Units Scale Factor Converg.
 CB0889;SPC TX C     - 3,153,459.457   671,176.068   MT  0.99988211   -0 09 20.0
 CB0889;SPC TX C     -10,345,974.90  2,202,016.82   sFT  0.99988211   -0 09 20.0
 CB0889;UTM  14      - 3,436,362.928   343,953.409   MT  0.99990037   -0 50 37.2
 CB0889
 CB0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0889!SPC TX C     -   0.99988302  x   0.99988211  =   0.99976514
 CB0889!UTM  14      -   0.99988302  x   0.99990037  =   0.99978340
 CB0889
 CB0889:                Primary Azimuth Mark                     Grid Az
 CB0889:SPC TX C     -  CRISTOVAL HALLIBURTON MAST               016 32 37.9
 CB0889:UTM  14      -  CRISTOVAL HALLIBURTON MAST               017 13 55.1
 CB0889
 CB0889|---------------------------------------------------------------------|
 CB0889| PID    Reference Object                     Distance      Geod. Az  |
 CB0889|                                                           dddmmss.s |
 CB0889| CB0887 CRISTOVAL HALLIBURTON MAST          APPROX.13.3 KM 0162317.9 |
 CB0889| CV5333 KELLY RM 1                           32.013 METERS 02505     |
 CB0889| CV5334 KELLY RM 2                           39.654 METERS 09936     |
 CB0889| CV5335 KELLY RM 3                           34.238 METERS 17651     |
 CB0889| CV5332 KELLY AZ MK                                        3300912.0 |
 CB0889| CB0890 KELLY RM A                           27.634 METERS 35557     |
 CB0889|---------------------------------------------------------------------|
 CB0889
 CB0889                          SUPERSEDED SURVEY CONTROL
 CB0889
 CB0889  NAD 83(1986)-  31 03 02.30965(N)    100 38 07.19782(W) AD(       ) 1
 CB0889  NAD 27      -  31 03 01.69000(N)    100 38 05.83400(W) AD(       ) 1
 CB0889  NGVD 29 (07/19/86)  767.8    (m)         2519.     (f) VERT ANG       
 CB0889
 CB0889.Superseded values are not recommended for survey control.
 CB0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0889.See file dsdata.txt to determine how the superseded data were derived.
 CB0889
 CB0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4395336363(NAD 83)
 CB0889_MARKER: DS = TRIANGULATION STATION DISK
 CB0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0889
 CB0889  HISTORY     - Date     Condition        Report By
 CB0889  HISTORY     - 1935     MONUMENTED       CGS
 CB0889  HISTORY     - 1939     GOOD             TXGS
 CB0889  HISTORY     - 1968     GOOD             CGS
 CB0889
 CB0889                          STATION DESCRIPTION
 CB0889
 CB0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0889'STATION IS LOCATED ON THE LAND OF MR. REX HENDERSON, SOL KELLY
 CB0889'LESSEE, 14-1/2 MILES SSW OF CHRISTOVAL, 16 MILES N OF ELDORADO,
 CB0889'AT THE E END OF A SIX MILE WIDE MESA ALL OF WHICH IS OF
 CB0889'APPROXIMATELY THE SAME ELEVATION, 1-1/2 MILES SE OF THE HENDERSON
 CB0889'RANCH HOUSE, AND 0.15 MILE SE OF A SW-NE FENCE.
 CB0889'
 CB0889'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CB0889'DISKS SET IN CONCRETE.
 CB0889'REFERENCE MARK NO. 1 IS 32.000 METERS (105.01 FEET) N OF
 CB0889'STATION, PROJECTING 8 INCHES.
 CB0889'
 CB0889'REFERENCE MARK NO. 2 IS 39.645 METERS (130.06 FEET) E OF
 CB0889'STATION, PROJECTING 10 INCHES.
 CB0889'
 CB0889'REFERENCE MARK NO. 3 34.230 METERS (112.30 FEET) SSE OF
 CB0889'STATION, PROJECTING 8 INCHES.
 CB0889'
 CB0889'REACHED FROM THE RAILROAD STATION IN CHRISTOVAL BY GOING
 CB0889'S ON U.S. HIGHWAY 277 FOR 8.9 MILES, OR FOR 1.0 MILE AFTER
 CB0889'PASSING COUNTY LINE SIGN ON RIGHT, THEN TURN RIGHT OFF OF
 CB0889'U.S. HIGHWAY 277 THROUGH PLANK GATE AND FOLLOW A PASTURE ROAD
 CB0889'WESTWARD FOR 4.15 MILES, TAKE RIGHT FORK JUST AFTER CROSSING
 CB0889'STREAM BED AND FOLLOW ROAD NW AND W FOR 4.5 MILES, OR FOR 2.2
 CB0889'MILES AFTER PASSING WINDMILL AND CORRAL ON RIGHT, PASS THROUGH
 CB0889'GATE TAKE LEFT FORK SW FOR 0.3 MILE, THEN TAKE RIGHT FORK
 CB0889'JUST BEFORE REACHING WHITE HOUSE FOR 0.15 MILE TO A 2-STORY
 CB0889'WHITE HOUSE (HENDERSON RANCH HOUSE).  PASS THROUGH GATE INTO
 CB0889'YARD AND TO THE LEFT SIDE OF THE HOUSE FOR 0.05 MILE, THEN
 CB0889'PASS THROUGH WIRE GATE ABOUT 300 FEET E OF RANCH HOUSE AND
 CB0889'FOLLOW DIM ROAD S FOR 0.35 MILE, THEN PASS THROUGH PLANK
 CB0889'GATE AND TAKE LEFT FORK OF DIM PASTURE ROAD SE AND S FOR 1.1
 CB0889'MILES TO A GATE ACROSS ROAD AT TOP OF HILL.  PASS THROUGH
 CB0889'GATE AND TURN 30 DEGREES LEFT OFF ROAD AND GO E THROUGH
 CB0889'PASTURE FOR 0.3 MILE TO TRIANGULAR BLAZED OAK TREE AND
 CB0889'STATION.
 CB0889'
 CB0889'STATION IS 20 FEET W OF TRIANGULAR BLAZED OAK TREE, PROJECTING
 CB0889'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 CB0889'
 CB0889'HEIGHT OF LIGHT ABOVE STATION MARK- 14 METERS.
 CB0889
 CB0889                          STATION RECOVERY (1939)
 CB0889
 CB0889'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 CB0889'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 CB0889'GOOD, WITH EXCEPTION THAT A LANE HAS BEEN FENCED OUT N OF
 CB0889'PLANK GATE IN PREVIOUS DESCRIPTION.
 CB0889'
 CB0889'AT POINT WHERE LANE STOPS, PASS THROUGH GATE AND TURN SHARP
 CB0889'LEFT AND FOLLOW RANCH ROAD TO RANCH BUILDING.
 CB0889
 CB0889                          STATION RECOVERY (1968)
 CB0889
 CB0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0889'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 CB0889'AND FOUND IN GOOD CONDITION.  THIS STATION NOT PREVIOUSLY HAVING
 CB0889'AN AZIMUTH MARK, ONE WAS ESTABLISHED AT THIS DATE.  DUE TO
 CB0889'CHANGES IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 CB0889'
 CB0889'THE STATION IS LOCATED ABOUT 16 MILES NORTH OF ELDORADO, 14-1/2
 CB0889'MILES SOUTH-SOUTHWEST OF CHRISTOVAL AND ON PROPERTY OWNED BY
 CB0889'MR. REX HENDERSON.
 CB0889'
 CB0889'TO REACH THE STATION FROM THE POST OFFICE IN CHRISTOVAL, GO
 CB0889'SOUTH ON U.S. HIGHWAY 277 FOR 6.05 MILES TO A CROSSROAD.  TURN
 CB0889'RIGHT AND GO WEST ON GRADED ROAD FOR 3.85 MILES TO A SIDE ROAD
 CB0889'ON THE LEFT.  TURN LEFT AND GO SOUTH AND WEST ON THE MAIN TRAVELED
 CB0889'ROAD FOR 3.25 MILES TO A Y-FORK AND SIGN HENDERSON.  TAKE LEFT
 CB0889'FORK AND GO WEST-SOUTHWESTERLY FOR 1.25 MILE TO A RED BOARD GATE.
 CB0889'PASS THROUGH GATE AND CONTINUE SOUTHWESTERLY ON MAIN TRAVELED
 CB0889'ROAD PASSING THROUGH TWO GATES FOR 2.2 MILES TO A DIM FORK,
 CB0889'ON THE LEFT.  TAKE LEFT FORK KEEPING TO THE SOUTH OF A BARN
 CB0889'AND GO 0.1 MILE TO A WIRE GATE.  CONTINUE WEST PASSING THROUGH
 CB0889'THREE GATES FOR 0.1 MILE TO THE END OF THE CATTLE PENS.
 CB0889'CONTINUE ON THE MAIN FIELD ROAD FOR 0.3 MILE TO A Y-FORK.
 CB0889'TAKE LEFT FORK AND GO SOUTHEASTERLY FOR 0.7 MILE TO A GATE.
 CB0889'(TURN RIGHT AND GO WEST ON THE NORTH SIDE OF A WIRE FENCE FOR
 CB0889'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.) PASS THROUGH GATE
 CB0889'AND GO SOUTHERLY FOR 0.5 MILE TO A FORK.  TAKE RIGHT FORK AND
 CB0889'GO 0.05 MILE TO A FORK.  TAKE LEFT FORK AND GO EASTERLY FOR
 CB0889'0.15 MILE TO THE TOP OF THE MESA AND THE STATION ON THE LEFT.
 CB0889'
 CB0889'THE STATION MARK IS A STANDARD DISK, STAMPED KELLY 1935, SET IN
 CB0889'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CB0889'4-INCHES.  IT IS 20 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 CB0889'TRACK ROAD AND 18 FEET SOUTHWEST OF A 15-INCH TRIANGULAR BLAZED
 CB0889'MESQUITE TREE.
 CB0889'
 CB0889'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KELLY NO 1 1935, SET
 CB0889'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CB0889'6-INCHES.  IT IS 122 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 CB0889'TRACK ROAD AND 99 FEET NORTH OF THE 15-INCH TRIANGULAR BLAZED
 CB0889'TREE.
 CB0889'
 CB0889'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KELLY NO 2 1935,
 CB0889'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CB0889'8-INCHES.  IT IS 109 FEET EAST OF THE 15-INCH TRIANGULAR BLAZED
 CB0889'TREE AND 95 FEET NORTH-EAST OF THE CENTER OF THE TRACK
 CB0889'ROAD.
 CB0889'
 CB0889'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KELLY NO 3 1935,
 CB0889'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CB0889'4-INCHES.  IT IS 54 FEET SOUTHEAST OF THE CENTER OF THE TRACK
 CB0889'ROAD AND 48 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 CB0889'
 CB0889'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KELLY 1968, CEMENTED
 CB0889'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 103 FEET NORTHWEST
 CB0889'OF A METAL WITNESS POST WITH SIGN ATTACHED, 88 FEET NORTH OF A
 CB0889'WIRE FENCE AND 3 FEET SOUTH OF A SMALL ROCK PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1324 ***********************************************************************
 CR1324  DESIGNATION -  KELLY
 CR1324  PID         -  CR1324
 CR1324  STATE/COUNTY-  TX/WOOD
 CR1324  USGS QUAD   -  GOLDEN (1981)
 CR1324
 CR1324                         *CURRENT SURVEY CONTROL
 CR1324  ___________________________________________________________________
 CR1324* NAD 83(1993)-  32 42 03.23435(N)    095 30 39.07273(W)     ADJUSTED  
 CR1324* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 CR1324  ___________________________________________________________________
 CR1324  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 CR1324  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 CR1324
 CR1324  HORZ ORDER  -  SECOND
 CR1324
 CR1324.The horizontal coordinates were established by classical geodetic methods
 CR1324.and adjusted by the National Geodetic Survey in February 1996..
 CR1324
 CR1324.The orthometric height was scaled from a topographic map.
 CR1324
 CR1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1324
 CR1324.The geoid height was determined by GEOID03.
 CR1324
 CR1324;                    North         East     Units Scale Factor Converg.
 CR1324;SPC TXNC     - 2,118,672.806   880,215.777   MT  0.99989124   +1 37 48.9
 CR1324;SPC TXNC     - 6,951,012.36  2,887,841.26   sFT  0.99989124   +1 37 48.9
 CR1324;UTM  15      - 3,620,916.670   264,626.717   MT  1.00028318   -1 21 25.6
 CR1324
 CR1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1324!SPC TXNC     -   0.99997852  x   0.99989124  =   0.99986976
 CR1324!UTM  15      -   0.99997852  x   1.00028318  =   1.00026169
 CR1324
 CR1324|---------------------------------------------------------------------|
 CR1324| PID    Reference Object                     Distance      Geod. Az  |
 CR1324|                                                           dddmmss.s |
 CR1324| CY1378 KELLY RM 1                           19.525 METERS 08521     |
 CR1324| CY1377 KELLY AZ MK                                        1550235.1 |
 CR1324| CY1379 KELLY RM 2                           22.995 METERS 16711     |
 CR1324|---------------------------------------------------------------------|
 CR1324
 CR1324                          SUPERSEDED SURVEY CONTROL
 CR1324
 CR1324  NAD 83(1986)-  32 42 03.24100(N)    095 30 39.05902(W) AD(       ) 2
 CR1324  NAD 27      -  32 42 02.77320(N)    095 30 38.21550(W) AD(       ) 2
 CR1324
 CR1324.Superseded values are not recommended for survey control.
 CR1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1324.See file dsdata.txt to determine how the superseded data were derived.
 CR1324
 CR1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS6462720917(NAD 83)
 CR1324_MARKER: DS = TRIANGULATION STATION DISK
 CR1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR1324+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR1324
 CR1324  HISTORY     - Date     Condition        Report By
 CR1324  HISTORY     - 1957     MONUMENTED       CGS
 CR1324  HISTORY     - 19950809 GOOD             USPSQD
 CR1324  HISTORY     - 20040605 GOOD             USPSQD
 CR1324  HISTORY     - 20050711 GOOD             USPSQD
 CR1324
 CR1324                          STATION DESCRIPTION
 CR1324
 CR1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 CR1324'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE SOUTHEAST OF
 CR1324'ALBA, 3 MILES NORTH-NORTHWEST OF MINEOLA AND 3 MILES NORTHEAST
 CR1324'OF THE SABINE RIVER ABOUT 1/2 MILE WEST OF THE HIGHEST
 CR1324'PART OF THE HILL.  IT IS 100 FEET SOUTH OF A FORK IN A ROAD
 CR1324'RUNNING PAST THE STATION, 31 FEET WEST OF THE CENTER OF AN
 CR1324'OILED ROAD AND 5 FEET WEST OF A WHITE WITNESS POST.  IT IS
 CR1324'SET FLUSH WITH THE GROUND AND IS STAMPED KELLY 1957.
 CR1324'
 CR1324'REFERENCE MARK NO. 1 IS 35 FEET EAST OF THE CENTER OF AN OILED
 CR1324'ROAD.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED KELLY
 CR1324'NO 1 1957.
 CR1324'
 CR1324'REFERENCE MARK NO. 2 IS 53 FEET NORTH OF A POWER LINE POLE, 25
 CR1324'FEET WEST OF THE CENTER OF AN OILED ROAD.  IT IS SET FLUSH
 CR1324'WITH THE GROUND AND IS STAMPED KELLY NO 2 1957.
 CR1324'
 CR1324'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 91.82 FEET.
 CR1324'
 CR1324'THE AZIMUTH MARK IS 52 FEET SOUTH OF THE CENTER OF AN OILED
 CR1324'DRIVEWAY, 26 FEET WEST OF THE CENTER OF AN OILED ROAD, 1 FOOT
 CR1324'WEST OF A WHITE WITNESS POST AND 6 INCHES WEST OF A NORTH-SOUTH
 CR1324'FENCE LINE.  IT PROJECTS ABOUT 3 INCHES AND IS STAMPED KELLY
 CR1324'1957.
 CR1324'
 CR1324'TO REACH THE STATION FROM THE POST OFFICE IN MINEOLA GO NORTH
 CR1324'AND NORTHWEST ON U.S. HIGHWAY 69 FOR 3.1 MILES TO A SIDE ROAD
 CR1324'LEFT.  TURN LEFT ON THE OILED ROAD AND GO 0.05 MILE TO THE
 CR1324'STATION ON THE RIGHT AS DESCRIBED.
 CR1324'
 CR1324'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH
 CR1324'ON THE OILED ROAD AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE
 CR1324'RIGHT AS DESCRIBED.
 CR1324'
 CR1324'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 CR1324
 CR1324                          STATION RECOVERY (1995)
 CR1324
 CR1324'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR1324'RECOVERED IN GOOD CONDITION.
 CR1324
 CR1324                          STATION RECOVERY (2004)
 CR1324
 CR1324'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR1324'RECOVERED IN GOOD CONDITION.
 CR1324
 CR1324                          STATION RECOVERY (2005)
 CR1324
 CR1324'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR1324'FOUND THE MARK
 CR1324'R1 FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0654 ***********************************************************************
 AY0654  DESIGNATION -  KELLY AZ
 AY0654  PID         -  AY0654
 AY0654  STATE/COUNTY-  TX/BEXAR
 AY0654  USGS QUAD   -  TERRELL WELLS (1992)
 AY0654
 AY0654                         *CURRENT SURVEY CONTROL
 AY0654  ___________________________________________________________________
 AY0654* NAD 83(1986)-  29 21 38.     (N)    098 35 40.     (W)     SCALED    
 AY0654* NAVD 88     -       225.004  (meters)     738.20   (feet)  ADJUSTED  
 AY0654  ___________________________________________________________________
 AY0654  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AY0654  DYNAMIC HT  -         224.678 (meters)     737.13  (feet)  COMP
 AY0654  MODELED GRAV-     979,191.1   (mgal)                       NAVD 88
 AY0654
 AY0654  VERT ORDER  -  FIRST     CLASS II
 AY0654
 AY0654.The horizontal coordinates were scaled from a topographic map and have
 AY0654.an estimated accuracy of +/- 6 seconds.
 AY0654
 AY0654.The orthometric height was determined by differential leveling
 AY0654.and adjusted by the National Geodetic Survey in June 1991..
 AY0654
 AY0654.The geoid height was determined by GEOID03.
 AY0654
 AY0654.The dynamic height is computed by dividing the NAVD 88
 AY0654.geopotential number by the normal gravity value computed on the
 AY0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0654.degrees latitude (g = 980.6199 gals.).
 AY0654
 AY0654.The modeled gravity was interpolated from observed gravity values.
 AY0654
 AY0654;                    North         East    Units  Estimated Accuracy
 AY0654;SPC TXSC     - 4,169,330.      639,370.      MT  (+/- 180 meters Scaled)
 AY0654
 AY0654                          SUPERSEDED SURVEY CONTROL
 AY0654
 AY0654  NGVD 29 (??/??/92)  224.900  (m)          737.86   (f) ADJ UNCH    1 2
 AY0654
 AY0654.Superseded values are not recommended for survey control.
 AY0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0654.See file dsdata.txt to determine how the superseded data were derived.
 AY0654
 AY0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT393480(NAD 83)
 AY0654_MARKER: DZ = AZIMUTH MARK DISK
 AY0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0654_STAMPING: KELLY 1943
 AY0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0654+STABILITY: SURFACE MOTION
 AY0654
 AY0654  HISTORY     - Date     Condition        Report By
 AY0654  HISTORY     - 1943     MONUMENTED       CGS
 AY0654  HISTORY     - 1952     GOOD             NGS
 AY0654  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0654  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0654
 AY0654                          STATION DESCRIPTION
 AY0654
 AY0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AY0654'IN SAN ANTONIO.
 AY0654'AT SAN ANTONIO, 0.7 MILE NORTHEAST ALONG PEARSALL ROAD FROM ITS
 AY0654'JUNCTION WITH DWYER ROAD, 0.5 MILE SOUTHWEST ALONG PEARSALL ROAD FROM
 AY0654'ITS JUNCTION WITH LOOP 13, AT THE TOP OF A HILL, 0.3 MILE NORTHEAST OF
 AY0654'TRIANGULATION STATION KELLY 1943, 32 FEET NORTHWEST OF THE CENTER LINE
 AY0654'OF PEARSALL ROAD, 13 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE, 3
 AY0654'FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 AY0654'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY0654
 AY0654                          STATION RECOVERY (1966)
 AY0654
 AY0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0654'MARK NOT FOUND.
 AY0654
 AY0654                          STATION RECOVERY (1999)
 AY0654
 AY0654'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1911 ***********************************************************************
 AY1911  DESIGNATION -  KELLY FIELD CONC WATER TANK
 AY1911  PID         -  AY1911
 AY1911  STATE/COUNTY-  TX/BEXAR
 AY1911  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1911
 AY1911                         *CURRENT SURVEY CONTROL
 AY1911  ___________________________________________________________________
 AY1911* NAD 83(1993)-  29 23 36.46146(N)    098 34 27.97971(W)     ADJUSTED  
 AY1911* NAVD 88     -                                                        
 AY1911  ___________________________________________________________________
 AY1911  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 AY1911  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AY1911
 AY1911  HORZ ORDER  -  THIRD
 AY1911
 AY1911.The horizontal coordinates were established by classical geodetic methods
 AY1911.and adjusted by the National Geodetic Survey in February 1996..
 AY1911
 AY1911
 AY1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1911
 AY1911.The geoid height was determined by GEOID03.
 AY1911
 AY1911;                    North         East     Units Scale Factor Converg.
 AY1911;SPC TXSC     - 4,172,978.530   641,302.489   MT  0.99986376   +0 12 30.6
 AY1911;SPC TXSC     -13,690,847.06  2,104,006.58   sFT  0.99986376   +0 12 30.6
 AY1911;UTM  14      - 3,251,654.325   541,291.883   MT  0.99962104   +0 12 31.9
 AY1911
 AY1911                          SUPERSEDED SURVEY CONTROL
 AY1911
 AY1911  NAD 83(1986)-  29 23 36.46606(N)    098 34 27.96158(W) AD(       ) 4
 AY1911  NAD 27      -  29 23 35.62500(N)    098 34 26.89200(W) AD(       ) 3
 AY1911
 AY1911.Superseded values are not recommended for survey control.
 AY1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1911.See file dsdata.txt to determine how the superseded data were derived.
 AY1911
 AY1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4129251654(NAD 83)
 AY1911_MARKER: 53 = ELEVATED TANK
 AY1911_SETTING: 0 = UNSPECIFIED SETTING
 AY1911
 AY1911  HISTORY     - Date     Condition        Report By
 AY1911  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1911  HISTORY     - 1952     GOOD             AMS
 AY1911  HISTORY     - 1959     GOOD             CGS
 AY1911  HISTORY     - 1979     SEE DESCRIPTION  DMA
 AY1911  HISTORY     - 1988     POOR             USPSQD
 AY1911  HISTORY     - 19950510 GOOD             USPSQD
 AY1911
 AY1911                          STATION DESCRIPTION
 AY1911
 AY1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1911'STATION IS LOCATED ABOUT 5-1/2 MILES SW OF THE SAN ANTONIO
 AY1911'CITY HALL AND 200 FEET E OF A N-S PAVED ROAD, ON THE U.S.
 AY1911'ARMYS KELLY FIELD.  IT IS A LARGE CONCRETE TANK WHICH IS
 AY1911'SUPPORTED BY SIX CONCRETE PILLARS.  IT IS PAINTED INTERNATIONAL
 AY1911'ORANGE AND WHITE.  IT WAS BUILT IN 1943 AND IS APPROXIMATELY
 AY1911'169 FEET IN HEIGHT.
 AY1911'
 AY1911'THE POINT LOCATED WAS THE CENTER OF THE HIGHEST PART OF THE
 AY1911'TANK.
 AY1911
 AY1911                          STATION RECOVERY (1952)
 AY1911
 AY1911'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 AY1911'STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE TANK IS
 AY1911'SUPPORTED BY NINE (9) CONCRETE PILLARS.
 AY1911
 AY1911                          STATION RECOVERY (1959)
 AY1911
 AY1911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 AY1911'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO LOCAL
 AY1911'INQUIRY THIS IS THE ORIGINAL TANK AND IS STILL ON THE ORIGINAL
 AY1911'SITE.  THE FOLLOWING CHANGES IN THE 1943 DESCRIPTION HAVE BEEN
 AY1911'NOTED--THE TANK IS LOCATED ON WHAT IS NOW KELLY AIR FORCE
 AY1911'BASE AND IS SUPPORTED BY 10 RATHER THAN SIX CONCRETE PILLARS.
 AY1911
 AY1911                          STATION RECOVERY (1979)
 AY1911
 AY1911'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979 (MMH)
 AY1911'STATION RECOVERED GOOD.
 AY1911'
 AY1911'RECOVERED IN GOOD CONDITION.  THE TANK IS PAINTED RED AND WHITE, AND
 AY1911'THE N-S PAVED RD IS JACKSON ROAD.  THE TANK IS 200 FEET EAST OF
 AY1911'JACKSON RD., AND 100 FEET NORTH OF HOUSTON BLVD.
 AY1911'
 AY1911'DISTANCE AND DIRECTION FROM NEAREST TOWN--SAN ANTONIO.
 AY1911
 AY1911                          STATION RECOVERY (1988)
 AY1911
 AY1911'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY1911'MARK RECOVERED IN POOR CONDITION.
 AY1911
 AY1911                          STATION RECOVERY (1995)
 AY1911
 AY1911'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1916 ***********************************************************************
 AY1916  DESIGNATION -  KELLY FIELD NW WATER TANK 1
 AY1916  PID         -  AY1916
 AY1916  STATE/COUNTY-  TX/BEXAR
 AY1916  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1916
 AY1916                         *CURRENT SURVEY CONTROL
 AY1916  ___________________________________________________________________
 AY1916* NAD 83(1993)-  29 22 32.38464(N)    098 33 34.05329(W)     ADJUSTED  
 AY1916* NAVD 88     -                                                        
 AY1916  ___________________________________________________________________
 AY1916  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AY1916  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AY1916
 AY1916  HORZ ORDER  -  THIRD
 AY1916
 AY1916.The horizontal coordinates were established by classical geodetic methods
 AY1916.and adjusted by the National Geodetic Survey in February 1996..
 AY1916
 AY1916
 AY1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1916
 AY1916.The geoid height was determined by GEOID03.
 AY1916
 AY1916;                    North         East     Units Scale Factor Converg.
 AY1916;SPC TXSC     - 4,171,011.304   642,763.742   MT  0.99986350   +0 12 57.0
 AY1916;SPC TXSC     -13,684,392.92  2,108,800.71   sFT  0.99986350   +0 12 57.0
 AY1916;UTM  14      - 3,249,687.583   542,752.794   MT  0.99962255   +0 12 58.0
 AY1916
 AY1916                          SUPERSEDED SURVEY CONTROL
 AY1916
 AY1916  NAD 83(1986)-  29 22 32.38921(N)    098 33 34.03517(W) AD(       ) 4
 AY1916  NAD 27      -  29 22 31.54300(N)    098 33 32.97100(W) AD(       ) 3
 AY1916
 AY1916.Superseded values are not recommended for survey control.
 AY1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1916.See file dsdata.txt to determine how the superseded data were derived.
 AY1916
 AY1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4275349688(NAD 83)
 AY1916_MARKER: 53 = ELEVATED TANK
 AY1916
 AY1916  HISTORY     - Date     Condition        Report By
 AY1916  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1916  HISTORY     - 1953     GOOD             CGS
 AY1916  HISTORY     - 1979     GOOD             DMA
 AY1916  HISTORY     - 1988     GOOD             USPSQD
 AY1916  HISTORY     - 19950510 GOOD             USPSQD
 AY1916
 AY1916                          STATION DESCRIPTION
 AY1916
 AY1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1916'STATION IS ABOUT 5-1/2 MILES SW OF THE SAN ANTONIO CITY HALL,
 AY1916'80 FEET NW OF THE SOUTHERN PACIFIC COMPANY RAILROAD TRACKS,
 AY1916'AND 30 FEET NW OF A SIMILAR SMALLER TANK.  IT IS COLORED
 AY1916'YELLOW AND WHITE.  IT IS BUILT OF STEEL AND IS SUPPORTED BY
 AY1916'SIX STEEL TRUSSWORK LEGS.  IT IS 182 FEET HIGH AND WAS BUILT
 AY1916'IN 1942.
 AY1916'
 AY1916'THE POINT LOCATED WAS A SMALL BALL AT THE APEX OF THE CONICAL
 AY1916'ROOF OF THE TANK.
 AY1916
 AY1916                          STATION RECOVERY (1953)
 AY1916
 AY1916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1916'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 AY1916'IS ADEQUATE.
 AY1916
 AY1916                          STATION RECOVERY (1979)
 AY1916
 AY1916'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979 (MMH)
 AY1916'STATION RECOVERED GOOD.
 AY1916'
 AY1916'TO REACH IS ADEQUATE.  RECOVERED IN GOOD CONDITION.  THE WATER TANK
 AY1916'IS APPROX. 500 FEET EAST OF THE INTERSECTION OF TINKER DR. AND
 AY1916'QUENTIN ROOSEVELT RD. ON KELLY AFB, TEXAS.
 AY1916'
 AY1916'DISTANCE AND DIRECTION FROM NEAREST TOWN--SAN ANTONIO.
 AY1916
 AY1916                          STATION RECOVERY (1988)
 AY1916
 AY1916'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY1916'RECOVERED IN GOOD CONDITION.
 AY1916
 AY1916                          STATION RECOVERY (1995)
 AY1916
 AY1916'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1920 ***********************************************************************
 AY1920  DESIGNATION -  KELLY FIELD SE WATER TANK 2
 AY1920  PID         -  AY1920
 AY1920  STATE/COUNTY-  TX/BEXAR
 AY1920  USGS QUAD   -  SAN ANTONIO WEST (1993)
 AY1920
 AY1920                         *CURRENT SURVEY CONTROL
 AY1920  ___________________________________________________________________
 AY1920* NAD 83(1993)-  29 22 31.96394(N)    098 33 33.44550(W)     ADJUSTED  
 AY1920* NAVD 88     -                                                        
 AY1920  ___________________________________________________________________
 AY1920  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AY1920  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AY1920
 AY1920  HORZ ORDER  -  THIRD
 AY1920
 AY1920.The horizontal coordinates were established by classical geodetic methods
 AY1920.and adjusted by the National Geodetic Survey in February 1996..
 AY1920
 AY1920
 AY1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1920
 AY1920.The geoid height was determined by GEOID03.
 AY1920
 AY1920;                    North         East     Units Scale Factor Converg.
 AY1920;SPC TXSC     - 4,170,998.415   642,780.179   MT  0.99986349   +0 12 57.3
 AY1920;SPC TXSC     -13,684,350.63  2,108,854.64   sFT  0.99986349   +0 12 57.3
 AY1920;UTM  14      - 3,249,674.697   542,769.227   MT  0.99962257   +0 12 58.3
 AY1920
 AY1920                          SUPERSEDED SURVEY CONTROL
 AY1920
 AY1920  NAD 83(1986)-  29 22 31.96852(N)    098 33 33.42738(W) AD(       ) 4
 AY1920  NAD 27      -  29 22 31.12500(N)    098 33 32.36200(W) AD(       ) 3
 AY1920
 AY1920.Superseded values are not recommended for survey control.
 AY1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1920.See file dsdata.txt to determine how the superseded data were derived.
 AY1920
 AY1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4276949675(NAD 83)
 AY1920_MARKER: 53 = ELEVATED TANK
 AY1920
 AY1920  HISTORY     - Date     Condition        Report By
 AY1920  HISTORY     - 1943     FIRST OBSERVED   CGS
 AY1920  HISTORY     - 1952     GOOD             AMS
 AY1920  HISTORY     - 1959     GOOD             CGS
 AY1920  HISTORY     - 1979     GOOD             DMA
 AY1920  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY1920
 AY1920                          STATION DESCRIPTION
 AY1920
 AY1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FBQ)
 AY1920'STATION IS LOCATED ABOUT 5-1/2 MILES SW OF THE SAN ANTONIO
 AY1920'CITY HALL, 50 FEET NW OF THE SOUTHERN PACIFIC COMPANY RAILROAD
 AY1920'TRACKS, AND 30 FEET SE OF A LARGER AND TALLER TANK OF THE SAME
 AY1920'TYPE.
 AY1920'
 AY1920'IT IS BUILT OF STEEL AND IS SUPPORTED BY FOUR STEEL TRUSSWORK
 AY1920'LEGS.  IT WAS BUILT IN 1918 AND IS PAINTED YELLOW AND WHITE.
 AY1920'IT IS ABOUT 165 FEET HIGH.
 AY1920'
 AY1920'THE POINT LOCATED WAS THE APEX OF THE CONICAL ROOF OF THE TANK.
 AY1920
 AY1920                          STATION RECOVERY (1952)
 AY1920
 AY1920'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 AY1920'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT,
 AY1920'THAT THE TANK IS NOW PAINTED INTERNATIONAL ORANGE AND WHITE.
 AY1920'THE TANK IS THE SMALLER AND EASTERLY ONE OF TWO.  IT IS
 AY1920'69 FT. EAST OF THE LARGER TANK.  THE MEASUREMENT MADE FROM
 AY1920'THE PROBABLE GROUND CENTERS OF THE TWO TANKS.
 AY1920
 AY1920                          STATION RECOVERY (1959)
 AY1920
 AY1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 AY1920'STATION RECOVERED IN GOOD CONDITION AND ACCORDING TO LOCAL
 AY1920'KNOWLEDGE IS THE ORIGINAL TANK.  THE FOLLOWING CHANGES MUST
 AY1920'BE MADE IN THE 1943 DESCRIPTION--THE TANK IS NOW LOCATED ON
 AY1920'KELLY AFB AND IS PAINTED RED AND WHITE.
 AY1920
 AY1920                          STATION RECOVERY (1979)
 AY1920
 AY1920'RECOVERY NOTE BY DEFENSE MAP AGENCY 1979 (MMH)
 AY1920'STATION RECOVERED GOOD.
 AY1920'
 AY1920'RECOVERED IN GOOD CONDITION.  THE TANK IS APPROX. 500 FEET EAST OF
 AY1920'THE INTERSECTION OF TINKER DR AND QUENTIN ROOSEVELT RD ON
 AY1920'KELLY AFB, TX.
 AY1920'
 AY1920'DISTANCE AND DIRECTION FROM NEAREST TOWN--SAN ANTONIO.
 AY1920
 AY1920                          STATION RECOVERY (1988)
 AY1920
 AY1920'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY1920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0652 ***********************************************************************
 AY0652  DESIGNATION -  KELLY RM 1
 AY0652  PID         -  AY0652
 AY0652  STATE/COUNTY-  TX/BEXAR
 AY0652  USGS QUAD   -  TERRELL WELLS (1992)
 AY0652
 AY0652                         *CURRENT SURVEY CONTROL
 AY0652  ___________________________________________________________________
 AY0652* NAD 83(1986)-  29 21 28.     (N)    098 35 55.     (W)     SCALED    
 AY0652* NAVD 88     -       225.745  (meters)     740.63   (feet)  ADJUSTED  
 AY0652  ___________________________________________________________________
 AY0652  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AY0652  DYNAMIC HT  -         225.418 (meters)     739.56  (feet)  COMP
 AY0652  MODELED GRAV-     979,191.5   (mgal)                       NAVD 88
 AY0652
 AY0652  VERT ORDER  -  FIRST     CLASS II
 AY0652
 AY0652.The horizontal coordinates were scaled from a topographic map and have
 AY0652.an estimated accuracy of +/- 6 seconds.
 AY0652
 AY0652.The orthometric height was determined by differential leveling
 AY0652.and adjusted by the National Geodetic Survey in June 1991..
 AY0652
 AY0652.The geoid height was determined by GEOID03.
 AY0652
 AY0652.The dynamic height is computed by dividing the NAVD 88
 AY0652.geopotential number by the normal gravity value computed on the
 AY0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0652.degrees latitude (g = 980.6199 gals.).
 AY0652
 AY0652.The modeled gravity was interpolated from observed gravity values.
 AY0652
 AY0652;                    North         East    Units  Estimated Accuracy
 AY0652;SPC TXSC     - 4,169,020.      638,970.      MT  (+/- 180 meters Scaled)
 AY0652
 AY0652                          SUPERSEDED SURVEY CONTROL
 AY0652
 AY0652  NGVD 29 (??/??/92)  225.641  (m)          740.29   (f) ADJ UNCH    1 2
 AY0652
 AY0652.Superseded values are not recommended for survey control.
 AY0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0652.See file dsdata.txt to determine how the superseded data were derived.
 AY0652
 AY0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT389476(NAD 83)
 AY0652_MARKER: DR = REFERENCE MARK DISK
 AY0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0652_STAMPING: KELLY NO 1 1943
 AY0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0652+STABILITY: SURFACE MOTION
 AY0652
 AY0652  HISTORY     - Date     Condition        Report By
 AY0652  HISTORY     - 1943     MONUMENTED       CGS
 AY0652  HISTORY     - 1952     GOOD             NGS
 AY0652  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0652  HISTORY     - 19950626 MARK NOT FOUND   USPSQD
 AY0652
 AY0652                          STATION DESCRIPTION
 AY0652
 AY0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AY0652'IN SAN ANTONIO.
 AY0652'AT SAN ANTONIO, 0.4 MILE NORTHEAST ALONG PEARSALL ROAD FROM ITS
 AY0652'JUNCTION WITH DWYER ROAD, 0.8 MILE SOUTHWEST ALONG PEARSALL ROAD FROM
 AY0652'ITS JUNCTION WITH LOOP 13, AT THE TOP OF A HILL, AT AN OLD GRAVEL PIT,
 AY0652'97.0 FEET NORTHWEST OF TRIANGULATION STATION KELLY 1943, 32 FEET
 AY0652'NORTHWEST OF THE CENTER LINE OF PEARSALL ROAD, 42 FEET SOUTHWEST OF
 AY0652'THE CENTER OF A WIRE GATE, 2 FEET NORTHWEST OF A FENCE, SET IN THE TOP
 AY0652'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY0652
 AY0652                          STATION RECOVERY (1966)
 AY0652
 AY0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0652'MARK NOT FOUND.
 AY0652
 AY0652                          STATION RECOVERY (1995)
 AY0652
 AY0652'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0169 ***********************************************************************
 AZ0169  DESIGNATION -  KELLY RM 1
 AZ0169  PID         -  AZ0169
 AZ0169  STATE/COUNTY-  TX/VAL VERDE
 AZ0169  USGS QUAD   -  DEL RIO NW (1972)
 AZ0169
 AZ0169                         *CURRENT SURVEY CONTROL
 AZ0169  ___________________________________________________________________
 AZ0169* NAD 83(1986)-  29 27 14.     (N)    100 54 38.     (W)     SCALED    
 AZ0169* NAVD 88     -       381.446  (meters)    1251.46   (feet)  ADJUSTED  
 AZ0169  ___________________________________________________________________
 AZ0169  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0169  DYNAMIC HT  -         380.892 (meters)    1249.64  (feet)  COMP
 AZ0169  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AZ0169
 AZ0169  VERT ORDER  -  FIRST     CLASS II
 AZ0169
 AZ0169.The horizontal coordinates were scaled from a topographic map and have
 AZ0169.an estimated accuracy of +/- 6 seconds.
 AZ0169
 AZ0169.The orthometric height was determined by differential leveling
 AZ0169.and adjusted by the National Geodetic Survey in June 1991..
 AZ0169
 AZ0169.The geoid height was determined by GEOID03.
 AZ0169
 AZ0169.The dynamic height is computed by dividing the NAVD 88
 AZ0169.geopotential number by the normal gravity value computed on the
 AZ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0169.degrees latitude (g = 980.6199 gals.).
 AZ0169
 AZ0169.The modeled gravity was interpolated from observed gravity values.
 AZ0169
 AZ0169;                    North         East    Units  Estimated Accuracy
 AZ0169;SPC TXSC     - 4,181,110.      414,690.      MT  (+/- 180 meters Scaled)
 AZ0169
 AZ0169                          SUPERSEDED SURVEY CONTROL
 AZ0169
 AZ0169  NGVD 29 (??/??/92)  381.406  (m)         1251.33   (f) ADJ UNCH    1 2
 AZ0169
 AZ0169.Superseded values are not recommended for survey control.
 AZ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0169.See file dsdata.txt to determine how the superseded data were derived.
 AZ0169
 AZ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT147597(NAD 83)
 AZ0169_MARKER: DR = REFERENCE MARK DISK
 AZ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0169_STAMPING: KELLY NO 1 1918
 AZ0169_MARK LOGO: CGS   
 AZ0169_PROJECTION: PROJECTING 10 CENTIMETERS
 AZ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0169+STABILITY: SURFACE MOTION
 AZ0169
 AZ0169  HISTORY     - Date     Condition        Report By
 AZ0169  HISTORY     - 1918     MONUMENTED       CGS
 AZ0169  HISTORY     - 1957     GOOD             NGS
 AZ0169  HISTORY     - 1963     GOOD             NGS
 AZ0169  HISTORY     - 1981     GOOD             NGS
 AZ0169  HISTORY     - 19980805 GOOD             USPSQD
 AZ0169
 AZ0169                          STATION DESCRIPTION
 AZ0169
 AZ0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0169'6.05 MI N FROM DEL RIO.
 AZ0169'ABOUT 6.05 MILES NORTH ALONG U.S. HIGHWAY 277 FROM THE OVERPASS OVER
 AZ0169'THE TEXAS AND NEW ORLEANS RAILROAD AT DEL RIO, ON THE TOP OF THE
 AZ0169'HIGHEST RIDGE IN THE VICINITY, 173 FEET WEST OF THE CENTER LINE OF THE
 AZ0169'HIGHWAY, 68 FEET SOUTH OF THE CENTER LINE OF A DRIVE LEADING WEST TO A
 AZ0169'SMALL CONCRETE BLOCK BUILDING AND FOUR RADIO TOWERS, 33.7 FEET
 AZ0169'SOUTHEAST OF THE STATION MARK, 52.6 FEET EAST OF REFERENCE MARK NO. 2,
 AZ0169'0.4 FOOT NORTH OF A FENCE LINE AND IN THE TOP OF A CONCRETE POST
 AZ0169'PROJECTING 0.2 FOOT.
 AZ0169
 AZ0169                          STATION RECOVERY (1963)
 AZ0169
 AZ0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AZ0169'RECOVERED IN GOOD CONDITION.
 AZ0169
 AZ0169                          STATION RECOVERY (1981)
 AZ0169
 AZ0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0169'3.0 KM (1.9 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0169'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, AT A FIELD
 AZ0169'ROAD LEADING WEST TO A CONCRETE BLOCK BUILDING AND FOUR RADIO TOWERS,
 AZ0169'52.7 METERS (172.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 20.8
 AZ0169'METERS (68.2 FT) SOUTH OF THE CENTER OF THE FIELD ROAD, 16.0 METERS
 AZ0169'(52.5 FT) EAST OF KELLY RM 2, 10.3 METERS (33.8 FT) SOUTHEAST OF KELLY
 AZ0169'AND 0.1 METER (0.3 FT) NORTH OF A FENCE.
 AZ0169'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AZ0169
 AZ0169                          STATION RECOVERY (1998)
 AZ0169
 AZ0169'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0653 ***********************************************************************
 AY0653  DESIGNATION -  KELLY RM 2
 AY0653  PID         -  AY0653
 AY0653  STATE/COUNTY-  TX/BEXAR
 AY0653  USGS QUAD   -  TERRELL WELLS (1992)
 AY0653
 AY0653                         *CURRENT SURVEY CONTROL
 AY0653  ___________________________________________________________________
 AY0653* NAD 83(1986)-  29 21 28.     (N)    098 35 55.     (W)     SCALED    
 AY0653* NAVD 88     -       225.517  (meters)     739.88   (feet)  ADJUSTED  
 AY0653  ___________________________________________________________________
 AY0653  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AY0653  DYNAMIC HT  -         225.191 (meters)     738.81  (feet)  COMP
 AY0653  MODELED GRAV-     979,191.5   (mgal)                       NAVD 88
 AY0653
 AY0653  VERT ORDER  -  FIRST     CLASS II
 AY0653
 AY0653.The horizontal coordinates were scaled from a topographic map and have
 AY0653.an estimated accuracy of +/- 6 seconds.
 AY0653
 AY0653.The orthometric height was determined by differential leveling
 AY0653.and adjusted by the National Geodetic Survey in June 1991..
 AY0653
 AY0653.The geoid height was determined by GEOID03.
 AY0653
 AY0653.The dynamic height is computed by dividing the NAVD 88
 AY0653.geopotential number by the normal gravity value computed on the
 AY0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0653.degrees latitude (g = 980.6199 gals.).
 AY0653
 AY0653.The modeled gravity was interpolated from observed gravity values.
 AY0653
 AY0653;                    North         East    Units  Estimated Accuracy
 AY0653;SPC TXSC     - 4,169,020.      638,970.      MT  (+/- 180 meters Scaled)
 AY0653
 AY0653                          SUPERSEDED SURVEY CONTROL
 AY0653
 AY0653  NGVD 29 (??/??/92)  225.414  (m)          739.55   (f) ADJ UNCH    1 2
 AY0653
 AY0653.Superseded values are not recommended for survey control.
 AY0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0653.See file dsdata.txt to determine how the superseded data were derived.
 AY0653
 AY0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT389476(NAD 83)
 AY0653_MARKER: DR = REFERENCE MARK DISK
 AY0653_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AY0653_SP_SET: UNSPEC ROCK
 AY0653_STAMPING: KELLY NO 2 1943
 AY0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0653
 AY0653  HISTORY     - Date     Condition        Report By
 AY0653  HISTORY     - 1943     MONUMENTED       CGS
 AY0653  HISTORY     - 1952     GOOD             NGS
 AY0653  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0653  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0653
 AY0653                          STATION DESCRIPTION
 AY0653
 AY0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 AY0653'IN SAN ANTONIO.
 AY0653'AT SAN ANTONIO, 0.4 MILE NORTHEAST ALONG PEARSALL ROAD FROM ITS
 AY0653'JUNCTION WITH DWYER ROAD, 0.8 MILE SOUTHWEST ALONG PEARSALL ROAD FROM
 AY0653'ITS JUNCTION WITH LOOP 13, AT THE TOP OF A HILL AT AN OLD GRAVEL PIT,
 AY0653'65 FEET SOUTHEAST OF THE CENTER LINE OF PEARSALL ROAD, 39 FEET
 AY0653'SOUTHEAST OF A FENCE, 25.3 FEET NORTHEAST OF TRIANGULATION STATION
 AY0653'KELLY 1943, FLUSH WITH THE GROUND, SET IN THE TOP OF A FLAT ROCK.
 AY0653
 AY0653                          STATION RECOVERY (1966)
 AY0653
 AY0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0653'MARK NOT FOUND.
 AY0653
 AY0653                          STATION RECOVERY (1999)
 AY0653
 AY0653'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0168 ***********************************************************************
 AZ0168  DESIGNATION -  KELLY RM 2
 AZ0168  PID         -  AZ0168
 AZ0168  STATE/COUNTY-  TX/VAL VERDE
 AZ0168  USGS QUAD   -  DEL RIO NW (1972)
 AZ0168
 AZ0168                         *CURRENT SURVEY CONTROL
 AZ0168  ___________________________________________________________________
 AZ0168* NAD 83(1986)-  29 27 14.     (N)    100 54 35.     (W)     SCALED    
 AZ0168* NAVD 88     -       381.549  (meters)    1251.80   (feet)  ADJUSTED  
 AZ0168  ___________________________________________________________________
 AZ0168  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0168  DYNAMIC HT  -         380.995 (meters)    1249.98  (feet)  COMP
 AZ0168  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 AZ0168
 AZ0168  VERT ORDER  -  FIRST     CLASS II
 AZ0168
 AZ0168.The horizontal coordinates were scaled from a topographic map and have
 AZ0168.an estimated accuracy of +/- 6 seconds.
 AZ0168
 AZ0168.The orthometric height was determined by differential leveling
 AZ0168.and adjusted by the National Geodetic Survey in June 1991..
 AZ0168
 AZ0168.The geoid height was determined by GEOID03.
 AZ0168
 AZ0168.The dynamic height is computed by dividing the NAVD 88
 AZ0168.geopotential number by the normal gravity value computed on the
 AZ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0168.degrees latitude (g = 980.6199 gals.).
 AZ0168
 AZ0168.The modeled gravity was interpolated from observed gravity values.
 AZ0168
 AZ0168;                    North         East    Units  Estimated Accuracy
 AZ0168;SPC TXSC     - 4,181,110.      414,770.      MT  (+/- 180 meters Scaled)
 AZ0168
 AZ0168                          SUPERSEDED SURVEY CONTROL
 AZ0168
 AZ0168  NGVD 29 (??/??/92)  381.507  (m)         1251.66   (f) ADJ UNCH    1 2
 AZ0168
 AZ0168.Superseded values are not recommended for survey control.
 AZ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0168.See file dsdata.txt to determine how the superseded data were derived.
 AZ0168
 AZ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT147597(NAD 83)
 AZ0168_MARKER: DR = REFERENCE MARK DISK
 AZ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0168_STAMPING: KELLY NO 2 1950
 AZ0168_MARK LOGO: CGS   
 AZ0168_PROJECTION: PROJECTING 10 CENTIMETERS
 AZ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0168+STABILITY: SURFACE MOTION
 AZ0168
 AZ0168  HISTORY     - Date     Condition        Report By
 AZ0168  HISTORY     - 1950     MONUMENTED       CGS
 AZ0168  HISTORY     - 1957     GOOD             NGS
 AZ0168  HISTORY     - 1963     GOOD             NGS
 AZ0168  HISTORY     - 1981     GOOD             NGS
 AZ0168  HISTORY     - 19980805 GOOD             USPSQD
 AZ0168
 AZ0168                          STATION DESCRIPTION
 AZ0168
 AZ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0168'6.05 MI N FROM DEL RIO.
 AZ0168'ABOUT 6.05 MILES NORTH ALONG U.S. HIGHWAY 277 FROM THE OVERPASS OVER
 AZ0168'THE TEXAS AND NEW ORLEANS RAILROAD AT DEL RIO, ON THE CREST OF THE
 AZ0168'HIGHEST HILL IN THE VICINITY, 226 FEET WEST OF THE CENTER LINE OF THE
 AZ0168'HIGHWAY, 68 FEET SOUTH OF THE CENTER LINE OF A DRIVE WEST TO A SMALL
 AZ0168'CONCRETE BLOCK BUILDING AND FOUR RADIO TOWERS, 0.4 FOOT NORTH OF A
 AZ0168'FENCE LINE, 26.9 FEET SOUTHWEST OF THE STATION MARK, 52.6 FEET WEST OF
 AZ0168'REFERENCE MARK NO. 1, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AZ0168'0.3 FOOT.
 AZ0168
 AZ0168                          STATION RECOVERY (1963)
 AZ0168
 AZ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AZ0168'RECOVERED IN GOOD CONDITION.
 AZ0168
 AZ0168                          STATION RECOVERY (1981)
 AZ0168
 AZ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0168'3.0 KM (1.85 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0168'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, AT A FIELD
 AZ0168'ROAD LEADING WEST TO A CONCRETE BLOCK BUILDING AND FOUR RADIO TOWERS,
 AZ0168'68.9 METERS (226.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 20.8
 AZ0168'METERS (68.2 FT) SOUTH OF THE CENTER OF THE FIELD ROAD, 16.0 METERS
 AZ0168'(52.5 FT) WEST OF KELLY RM 1, 8.2 METERS (26.9 FT) SOUTHWEST OF
 AZ0168'TRIANGULATION STATION KELLY AND 0.1 METER (0.3 FT) NORTH OF A FENCE.
 AZ0168'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AZ0168
 AZ0168                          STATION RECOVERY (1998)
 AZ0168
 AZ0168'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0890 ***********************************************************************
 CB0890  DESIGNATION -  KELLY RM A
 CB0890  PID         -  CB0890
 CB0890  STATE/COUNTY-  TX/SCHLEICHER
 CB0890  USGS QUAD   -  HULLDALE SW (1987)
 CB0890
 CB0890                         *CURRENT SURVEY CONTROL
 CB0890  ___________________________________________________________________
 CB0890* NAD 83(1993)-  31 03 03.19733(N)    100 38 07.28598(W)     ADJUSTED  
 CB0890* NAVD 88     -       768.0    (meters)    2520.     (feet)  VERTCON   
 CB0890  ___________________________________________________________________
 CB0890  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 CB0890  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 CB0890
 CB0890  HORZ ORDER  -  FIRST
 CB0890
 CB0890.The horizontal coordinates were established by classical geodetic methods
 CB0890.and adjusted by the National Geodetic Survey in February 1996..
 CB0890
 CB0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0890
 CB0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0890
 CB0890.The geoid height was determined by GEOID03.
 CB0890
 CB0890;                    North         East     Units Scale Factor Converg.
 CB0890;SPC TX C     - 3,153,487.024   671,174.195   MT  0.99988211   -0 09 20.0
 CB0890;SPC TX C     -10,346,065.34  2,202,010.67   sFT  0.99988211   -0 09 20.0
 CB0890;UTM  14      - 3,436,390.516   343,951.867   MT  0.99990037   -0 50 37.3
 CB0890
 CB0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0890!SPC TX C     -   0.99988302  x   0.99988211  =   0.99976514
 CB0890!UTM  14      -   0.99988302  x   0.99990037  =   0.99978340
 CB0890
 CB0890:                Primary Azimuth Mark                     Grid Az
 CB0890:SPC TX C     -  CRISTOVAL HALLIBURTON MAST               016 35 07.4
 CB0890:UTM  14      -  CRISTOVAL HALLIBURTON MAST               017 16 24.7
 CB0890
 CB0890|---------------------------------------------------------------------|
 CB0890| PID    Reference Object                     Distance      Geod. Az  |
 CB0890|                                                           dddmmss.s |
 CB0890| CB0887 CRISTOVAL HALLIBURTON MAST          APPROX.13.3 KM 0162547.4 |
 CB0890| CB0888 JACOBS                              APPROX.14.2 KM 0572245.0 |
 CB0890| CB0889 KELLY                                27.634 METERS 17557     |
 CB0890|---------------------------------------------------------------------|
 CB0890
 CB0890                          SUPERSEDED SURVEY CONTROL
 CB0890
 CB0890  NAD 83(1986)-  31 03 03.20433(N)    100 38 07.27126(W) AD(       ) 1
 CB0890  NAD 27      -  31 03 02.58507(N)    100 38 05.90752(W) AD(       ) 1
 CB0890  NGVD 29 (07/19/86)  767.8    (m)         2519.     (f) VERT ANG       
 CB0890
 CB0890.Superseded values are not recommended for survey control.
 CB0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0890.See file dsdata.txt to determine how the superseded data were derived.
 CB0890
 CB0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV4395236391(NAD 83)
 CB0890_MARKER: DS = TRIANGULATION STATION DISK
 CB0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0890+STABILITY: SURFACE MOTION
 CB0890
 CB0890  HISTORY     - Date     Condition        Report By
 CB0890  HISTORY     - 1968     MONUMENTED       CGS
 CB0890
 CB0890                          STATION DESCRIPTION
 CB0890
 CB0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CB0890'THE STATION IS LOCATED ABOUT 16 MILES NORTH OF ELORADO, 14-1/2
 CB0890'MILES SOUTH-SOUTHWEST OF CHRISTOVAL AND ON LAND OWNED BY MR. REX
 CB0890'HENDERSON.
 CB0890'
 CB0890'THE STATION MARK IS A STANDARD DISK STAMPED KELLY RM A 1968, SET
 CB0890'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 2 INCHES
 CB0890'ABOVE THE GROUND SURFACE.  IT IS 121 FEET NORTHEAST OF THE CENTER
 CB0890'OF THE TRACK ROAD AND 95 FEET NORTH OF A 15-INCH TRIANGULAR
 CB0890'BLAZED MESQUITE TREE.
 CB0890'
 CB0890'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KELLY
 CB0890'1935, NOTE DISTANCE AND DIRECTION.
 CB0890'
 CB0890'TO REACH THE STATION FROM THE POST OFFICE IN CHRISTOVAL, GO
 CB0890'SOUTH ON U.S. HIGHWAY 277 FOR 6.05 MILES TO A CROSSROAD.  TURN
 CB0890'RIGHT AND GO WEST ON GRADED ROAD FOR 3.85 MILES TO A SIDE ROAD
 CB0890'ON THE LEFT.  TURN LEFT AND GO SOUTH AND WEST ON THE MAIN TRAVELED
 CB0890'ROAD FOR 3.25 MILES TO A Y-FORK AND SIGN HENDERSON.  TAKE LEFT
 CB0890'FORK AND GO WEST-SOUTHWESTERLY FOR 1.25 MILE TO A RED BOARD GATE.
 CB0890'PASS THROUGH GATE AND CONTINUE SOUTHWESTERLY ON MAIN TRAVELED
 CB0890'ROAD PASSING THROUGH TWO GATES FOR 2.2 MILES TO A DIM FORK,
 CB0890'ON THE LEFT.  TAKE LEFT FORK KEEPING TO THE SOUTH OF A BARN
 CB0890'AND GO 0.1 MILE TO A WIRE GATE.  CONTINUE WEST PASSING THROUGH
 CB0890'THREE GATES FOR 0.1 MILE TO THE END OF THE CATTLE PENS.
 CB0890'CONTINUE ON THE MAIN FIELD ROAD FOR 0.3 MILE TO A Y-FORK.
 CB0890'TAKE LEFT FORK AND GO SOUTHEASTERLY FOR 0.7 MILE TO A GATE.
 CB0890'(TURN RIGHT AND GO WEST ON THE NORTH SIDE OF A WIRE FENCE FOR
 CB0890'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.) PASS THROUGH GATE
 CB0890'AND GO SOUTHERLY FOR 0.5 MILE TO A FORK.  TAKE RIGHT FORK AND
 CB0890'GO 0.05 MILE TO A FORK.  TAKE LEFT FORK AND GO EASTERLY FOR
 CB0890'0.15 MILE TO THE TOP OF THE MESA AND STATION KELLY ON THE LEFT.
 CB0890'KELLY RM A IS 90.66 FEET N OF STATION KELLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1093 ***********************************************************************
 CR1093  DESIGNATION -  KELLYVILLE
 CR1093  PID         -  CR1093
 CR1093  STATE/COUNTY-  TX/MARION
 CR1093  USGS QUAD   -  KELLYVILLE (1962)
 CR1093
 CR1093                         *CURRENT SURVEY CONTROL
 CR1093  ___________________________________________________________________
 CR1093* NAD 83(1993)-  32 47 25.28684(N)    094 25 23.22234(W)     ADJUSTED  
 CR1093* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 CR1093  ___________________________________________________________________
 CR1093  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 CR1093  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 CR1093
 CR1093  HORZ ORDER  -  THIRD
 CR1093
 CR1093.The horizontal coordinates were established by classical geodetic methods
 CR1093.and adjusted by the National Geodetic Survey in February 1996..
 CR1093
 CR1093.The orthometric height was scaled from a topographic map.
 CR1093
 CR1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1093
 CR1093.The geoid height was determined by GEOID03.
 CR1093
 CR1093;                    North         East     Units Scale Factor Converg.
 CR1093;SPC TXNC     - 2,132,014.293   981,755.738   MT  0.99988296   +2 13 24.6
 CR1093;SPC TXNC     - 6,994,783.56  3,220,976.95   sFT  0.99988296   +2 13 24.6
 CR1093;UTM  15      - 3,628,942.732   366,739.092   MT  0.99981897   -0 46 15.0
 CR1093
 CR1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1093!SPC TXNC     -   0.99998659  x   0.99988296  =   0.99986955
 CR1093!UTM  15      -   0.99998659  x   0.99981897  =   0.99980557
 CR1093
 CR1093|---------------------------------------------------------------------|
 CR1093| PID    Reference Object                     Distance      Geod. Az  |
 CR1093|                                                           dddmmss.s |
 CR1093| CX6586 KELLYVILLE RM 1                      14.989 METERS 22142     |
 CR1093| CX6587 KELLYVILLE RM 2                       9.960 METERS 32556     |
 CR1093| CX6585 KELLYVILLE AZ MK                                   3434148.4 |
 CR1093|---------------------------------------------------------------------|
 CR1093
 CR1093                          SUPERSEDED SURVEY CONTROL
 CR1093
 CR1093  NAD 83(1993)-  32 47 25.29173(N)    094 25 23.21139(W) AD(       ) 3
 CR1093  NAD 83(1986)-  32 47 25.29338(N)    094 25 23.21096(W) AD(       ) 3
 CR1093  NAD 27      -  32 47 24.79020(N)    094 25 22.50750(W) AD(       ) 3
 CR1093
 CR1093.Superseded values are not recommended for survey control.
 CR1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1093.See file dsdata.txt to determine how the superseded data were derived.
 CR1093
 CR1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS6673928943(NAD 83)
 CR1093_MARKER: DS = TRIANGULATION STATION DISK
 CR1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1093
 CR1093  HISTORY     - Date     Condition        Report By
 CR1093  HISTORY     - 1958     MONUMENTED       CGS
 CR1093
 CR1093                          STATION DESCRIPTION
 CR1093
 CR1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1093'THE STATION IS LOCATED 4.5 MILES NORTHWEST OF THE JUNCTION
 CR1093'OF STATE HIGHWAY 49 AND U.S. HIGHWAY 59 IN THE WEST EDGE OF
 CR1093'JEFFERSON AND 0.6 MILE NORTHWEST OF THE STORE IN KELLYVILLE,
 CR1093'ON A SMALL ROUND TOPPED KNOLL ABOUT 125 YARDS SOUTH OF STATE
 CR1093'HIGHWAY 49.  THE STATION IS 72 FEET NORTH OF POWER POLE NO.
 CR1093'41 AND 126, 21 FEET EAST-SOUTHEAST OF A 12 INCH PINE TREE AND
 CR1093'5 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 CR1093'AND IS STAMPED KELLYVILLE 1958.
 CR1093'
 CR1093'REFERENCE MARK NO. 1 IS 44 FEET NORTHWEST OF THE POWER POLE
 CR1093'NO. 41 AND 126 AND 8 FEET NORTHWEST OF A 10 INCH PINE TREE.
 CR1093'THE MARK PROJECTS 2 INCHES AND IS STAMPED KELLYVILLE NO 1
 CR1093'1958.
 CR1093'
 CR1093'REFERENCE MARK NO. 2 IS 76 FEET EAST OF A GARDEN FENCE LINE,
 CR1093'28 FEET NORTH-NORTHWEST OF A WITNESS POST AND 18 FEET NORTH
 CR1093'OF A 12 INCH PINE TREE.  THE MARK PROJECTS 3 INCHES AND IS
 CR1093'STAMPED KELLYVILLE NO 2 1958.
 CR1093'
 CR1093'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 CR1093'NO. 2 IS 65 FEET.
 CR1093'
 CR1093'THE AZIMUTH MARK IS 91 FEET EAST OF TELEPHONE POLE NO. 165
 CR1093'HE, 90 FEET NORTH-NORTHEAST OF THE CENTER OF STATE HIGHWAY 49,
 CR1093'2 FEET SOUTH OF A WITNESS POST AND ABOUT 10 FEET LOWER THAN
 CR1093'THE HIGHWAY.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 CR1093'KELLYVILLE 1958.
 CR1093'
 CR1093'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 49
 CR1093'AND U.S. HIGHWAY 59 IN THE WEST EDGE OF JEFFERSON GO WESTERLY
 CR1093'ON STATE HIGHWAY 49 FOR 4.3 MILES TO A CATTLE GUARD ON THE
 CR1093'LEFT INTO A FIELD, TURN LEFT INTO FIELD, THEN BEAR RIGHT
 CR1093'NORTHWESTERLY TO THE TOP OF THE KNOLL AND THE STATION AS
 CR1093'DESCRIBED.
 CR1093'
 CR1093'TO REACH THE AZIMUTH MARK FROM THE CATTLE GUARD, CONTINUE
 CR1093'NORTHWESTERLY ON THE HIGHWAY FOR 0.3 MILE TO A HIGHWAY SIGN
 CR1093'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0774 ***********************************************************************
 CV0774  DESIGNATION -  KELTON
 CV0774  PID         -  CV0774
 CV0774  STATE/COUNTY-  TX/MARTIN
 CV0774  USGS QUAD   -  PATRICIA SW (1970)
 CV0774
 CV0774                         *CURRENT SURVEY CONTROL
 CV0774  ___________________________________________________________________
 CV0774* NAD 83(1993)-  32 30 54.55255(N)    102 11 44.75821(W)     ADJUSTED  
 CV0774* NAVD 88     -       902.0    (meters)    2959.     (feet)  VERTCON   
 CV0774  ___________________________________________________________________
 CV0774  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 CV0774  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CV0774
 CV0774  HORZ ORDER  -  FIRST
 CV0774
 CV0774.The horizontal coordinates were established by classical geodetic methods
 CV0774.and adjusted by the National Geodetic Survey in February 1996..
 CV0774
 CV0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0774
 CV0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0774
 CV0774.The geoid height was determined by GEOID03.
 CV0774
 CV0774;                    North         East     Units Scale Factor Converg.
 CV0774;SPC TXNC     - 2,100,196.410   252,842.855   MT  0.99991616   -2 00 56.3
 CV0774;SPC TXNC     - 6,890,394.39    829,535.27   sFT  0.99991616   -2 00 56.3
 CV0774;UTM  13      - 3,601,005.726   763,427.948   MT  1.00045581   +1 30 29.5
 CV0774
 CV0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0774!SPC TXNC     -   0.99986217  x   0.99991616  =   0.99977834
 CV0774!UTM  13      -   0.99986217  x   1.00045581  =   1.00031791
 CV0774
 CV0774:                Primary Azimuth Mark                     Grid Az
 CV0774:SPC TXNC     -  KELTON AZ MK                             017 29 32.0
 CV0774:UTM  13      -  KELTON AZ MK                             013 58 06.2
 CV0774
 CV0774|---------------------------------------------------------------------|
 CV0774| PID    Reference Object                     Distance      Geod. Az  |
 CV0774|                                                           dddmmss.s |
 CV0774| CH9701 KELTON AZ MK                                       0152835.7 |
 CV0774| CH9703 KELTON RM 2                          42.200 METERS 05928     |
 CV0774| CV0773 MADG                                APPROX. 1.1 KM 3242050.1 |
 CV0774| CH9702 KELTON RM 1                          41.047 METERS 33814     |
 CV0774|---------------------------------------------------------------------|
 CV0774
 CV0774                          SUPERSEDED SURVEY CONTROL
 CV0774
 CV0774  NAD 83(1986)-  32 30 54.56173(N)    102 11 44.75031(W) AD(       ) 1
 CV0774  NAD 27      -  32 30 54.18600(N)    102 11 43.17900(W) AD(       ) 1
 CV0774  NGVD 29 (07/19/86)  901.7    (m)         2958.     (f) VERT ANG       
 CV0774
 CV0774.Superseded values are not recommended for survey control.
 CV0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0774.See file dsdata.txt to determine how the superseded data were derived.
 CV0774
 CV0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS6342801006(NAD 83)
 CV0774_MARKER: DS = TRIANGULATION STATION DISK
 CV0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0774
 CV0774  HISTORY     - Date     Condition        Report By
 CV0774  HISTORY     - 1935     MONUMENTED       CGS
 CV0774  HISTORY     - 1938     GOOD             TXHD
 CV0774  HISTORY     - 1966     GOOD             USGS
 CV0774  HISTORY     - 1968     GOOD             CGS
 CV0774  HISTORY     - 1969     GOOD             CGS
 CV0774  HISTORY     - 1969     GOOD             NGS
 CV0774  HISTORY     - 1971     GOOD             NGS
 CV0774  HISTORY     - 1975     GOOD             NGS
 CV0774
 CV0774                          STATION DESCRIPTION
 CV0774
 CV0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0774'THIS STATION IS ABOUT 10 MILES W AND 2 MILES S OF PATRICIA
 CV0774'POST OFFICE AND IT IS ABOUT 2 MILES S OF L.M. ESTES RANCH.
 CV0774'IT IS LOCATED ON UNIVERSITY PASTURE LAND LEASED BY W.S. KELTON,
 CV0774'ON A HIGH, BRUSHY RIDGE 1 MILE N OF TWO WINDMILLS, AND 0.65
 CV0774'MILE SE OF A CONCRETE MONUMENT MARKING A FOUR COUNTY CORNER.
 CV0774'IT IS 135 FEET WSW OF A WIRE GATE AND 144-1/2 FEET WNW OF A
 CV0774'FENCE T-INTERSECTION (STEM E).  THE MARK PROJECTS 3 INCHES.
 CV0774'
 CV0774'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CV0774'DISKS SET IN CONCRETE.
 CV0774'
 CV0774'REFERENCE MARK NO. 1 IS NNW OF THE STATION AND PROJECTS 8
 CV0774'INCHES.  IT IS 152 FEET W OF A FENCE.
 CV0774'
 CV0774'REFERENCE MARK NO. 2 IS ENE OF THE STATION AND PROJECTS 6
 CV0774'INCHES.  IT IS LOCATED 1-1/2 FEET W OF A FENCE AND 90-1/2
 CV0774'FEET N OF A FENCE T-INTERSECTION.
 CV0774'
 CV0774'THE AZIMUTH MARK (STATION MADG) IS NW OF THE STATION.  IT IS
 CV0774'A CONCRETE POST 10 INCHES SQUARE AND PROJECTS 10 INCHES.
 CV0774'THERE IS A GALVANIZED PIPE, 2-1/2 INCHES IN DIAMETER, IN THE
 CV0774'CENTER OF THIS CONCRETE POST THAT PROJECTS 14 INCHES.  THIS
 CV0774'MARK IS THE NW CORNER OF MARTIN COUNTY, THE SW CORNER OF
 CV0774'DAWSON COUNTY, THE SE CORNER OF GAINES COUNTY AND THE NE
 CV0774'CORNER OF ANDREWS COUNTY.  THERE IS A COUPLING ON THE TOP OF
 CV0774'THE PIPE THAT HAS STAMPED ON IT LONGITUDE 102 DEG-32 MIN-08.78
 CV0774'SEC AND LATITUDE 32 DEG-31 MIN-23.42 SEC.
 CV0774'
 CV0774'THERE ARE TWO REFERENCE MARKS AT STATION MADG.  IT IS 116.00
 CV0774'FEET WSW OF REFERENCE MARK NO. 1 AND 123.55 FEET NNW OF
 CV0774'REFERENCE MARK NO. 2.
 CV0774'
 CV0774'THE STATION IS REACHED FROM THE SW CORNER OF THE COURTHOUSE
 CV0774'SQUARE IN LAMESA, BY GOING W 6 BLOCKS TO A T-INTERSECTION.
 CV0774'TURN LEFT AND GO S ON A GRADED HIGHWAY FOR 5.5 MILES.  LEAVE
 CV0774'THE HIGHWAY AND GO W ON A GRADED ROAD FOR 9.2 MILES TO GRADED
 CV0774'CROSSROADS AT EVALENA SERVICE STATION.  GO S ON A GRADED ROAD
 CV0774'FOR 2.0 MILES, AT GRADED CROSSROADS TURN RIGHT AND GO W 2.0
 CV0774'MILES, THEN S ON A GRADED ROAD 2.5 MILES, THEN W 3.0 MILES TO
 CV0774'THE END OF THE GRADED ROAD AT DIM CROSSROADS, WITH RANCH
 CV0774'BUILDINGS IN THE NW ANGLE.  TURN LEFT THROUGH A WIRE GATE
 CV0774'AND GO S ON A TRACK ROAD FOR 0.5 MILE, THEN W 1.0 MILE
 CV0774'(PASSING THROUGH A WIRE GATE AT 0.5 MILE) TO SOME RANCH
 CV0774'BUILDINGS.  PASS TO THE RIGHT OF THE HOUSE AND BETWEEN
 CV0774'THE WINDMILL AND THE BARN AND CONTINUE W ON A TRACK ROAD
 CV0774'FOR 1.0 MILE, TAKE THE LEFT FORK, PASS THROUGH A WIRE GATE,
 CV0774'TURN LEFT AND GO S ON THE W SIDE OF A FENCE FOR 0.1 MILE,
 CV0774'THEN W ALONG THE N SIDE OF A FENCE FOR 0.7 MILE.  TURN
 CV0774'RIGHT AND GO N ABOUT 50 FEET TO A WIRE GATE.  THE STATION
 CV0774'IS 135 FEET WSW OF THIS GATE.
 CV0774'
 CV0774'ALL OF THE OBJECTS ARE VISIBLE FROM THE GROUND.
 CV0774'
 CV0774'HEIGHT OF LIGHT ABOVE STATION MARK - 1.18 METERS.
 CV0774
 CV0774                          STATION RECOVERY (1938)
 CV0774
 CV0774'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CV0774'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CV0774'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 CV0774
 CV0774                          STATION RECOVERY (1966)
 CV0774
 CV0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CV0774'STATION AND R.M.S FOUND IN GOOD CONDITION.  AZIMUTH MARK NOT
 CV0774'FOUND.  TO REACH FROM THE JUNCTION OF STATE HWY 349 AND FM
 CV0774'828, AT PATRICIA, GO W ON PAVED ROAD 0.3 MILE TO JUNCTION
 CV0774'OF HWY 115.  CONTINUE W ON HWY 115 FOR 10.3 MILES.  THENCE
 CV0774'LEFT (S) ON TRACK ROAD ON EAST SIDE OF FENCE FOR 0.6 MILES.
 CV0774'FROM THIS POINT WALK W ABOUT 150 FEET TO STATION SITE.  MARK
 CV0774'IS A STANDARD USC AND GS DISK SET IN TOP OF CONCRETE POST
 CV0774'AND STAMPED KELTON 1935.
 CV0774'
 CV0774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 CV0774'W AND 2 MILES S OF PATRICA P.O.
 CV0774
 CV0774                          STATION RECOVERY (1968)
 CV0774
 CV0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CV0774'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 RECOVERED
 CV0774'IN GOOD CONDITION.  AZIMUTH MARK (TRIANGULATION STATION MADG)
 CV0774'WAS DESTROYED.  IT WAS FOUND PULLED OUT OF THE GROUND.  A
 CV0774'LIME STONE ROCK HAS BEEN PLACED AT THE SITE.  IT HAS A LARGE
 CV0774'CROSS AND LETTERS ENGRAVED AS FOLLOWS--SE G C SW D C, NE A C AND
 CV0774'NW M C.
 CV0774'
 CV0774'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 115 AND
 CV0774'349 AT PATRICIA, GO WEST ON STATE HIGHWAY 115 FOR 0.7 MILE
 CV0774'TO FARM ROAD 828.  CONTINUE WEST ON STATE HIGHWAY 115 FOR
 CV0774'10.3 MILES TO A GATE ON THE LEFT.  (TRIANGULATION STATION
 CV0774'MADG IS 0.1 MILE WEST AND ABOUT 100 FEET SOUTH OF THE HIGHWAY.)
 CV0774'TURN LEFT, SOUTH, AND FOLLOW A TRACK ROAD ALONG THE EAST SIDE
 CV0774'OF FENCE FOR 0.6 MILE TO END OF TRUCK TRAVEL.  PACK WEST
 CV0774'ABOUT 50 YARDS TO STATION.
 CV0774'
 CV0774'STATION MARK, A STANDARD DISK, STAMPED KELTON 1935 IS SET
 CV0774'IN A 12 IN X 12 IN CONCRETE POST.  IT IS 135 FEET WEST OF FENCE
 CV0774'LINE AND 1 FOOT WEST OF A METAL WITNESS POST.  REFERENCE
 CV0774'MARK NO. 2 IS AT FENCE LINE.  REFERENCE MARK NO. 1 IS 152
 CV0774'FEET WEST OF FENCE.
 CV0774'
 CV0774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 CV0774'MILES AIRLINE WEST OF PATRICIA.
 CV0774
 CV0774                          STATION RECOVERY (1969)
 CV0774
 CV0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CV0774'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 CV0774'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 CV0774'MARK (STATION MADG WAS DESTROYED AS REPORTED IN 1968.  THE
 CV0774'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.
 CV0774'
 CV0774'A NEW AZIMUTH MARK WAS SET.
 CV0774'
 CV0774'FOLLOWING IS A COMPLETE DESCRIPTION.
 CV0774'
 CV0774'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 115
 CV0774'AND FARM ROAD 1788 WHICH IS 9 MILES NORTHEAST OF ANDREWS,
 CV0774'GO NORTHEAST ON STATE HIGHWAY 115 FOR 15.6 MILES TO THE
 CV0774'COUNTY LINE.  CONTINUE EAST ON STATE HIGHWAY 115 FOR 0.35 MILES
 CV0774'TO A SIDE ROAD ON THE LEFT AND A WIRE GATE ON THE RIGHT.
 CV0774'(CONTINUE EAST ON STATE HIGHWAY 115 FOR 0.35 MILE TO TOP OF
 CV0774'HILL AND THE AZIMUTH MARK ON THE RIGHT NEAR A WIRE GATE.)
 CV0774'TURN RIGHT AND GO SOUTH ON A TRACK ROAD ALONG A NORTH-SOUTH
 CV0774'FENCE FOR 0.55 MILE 0.55 MILE TO A WIRE GATE.  PASS THROUGH
 CV0774'THE GATE AND CONTINUE SOUTH FOR 0.1 MILE TO THE STATION ON THE
 CV0774'RIGHT.
 CV0774'
 CV0774'STATION MARK, A STANDARD DISK STAMPED KELTON 1935, IS SET IN
 CV0774'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 CV0774'IT IS 135 FEET WEST OF A FENCE AND 1 FOOT WEST OF A METAL
 CV0774'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 CV0774'
 CV0774'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KELTON NO. 1
 CV0774'1935, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 CV0774'PROJECTS 5 INCHES.  IT IS 152 FEET WEST OF A FENCE.
 CV0774'
 CV0774'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KELTON NO. 2
 CV0774'1935, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 CV0774'10 INCHES BELOW THE GROUND.  IT IS 1 FOOT WEST OF THE FENCE.
 CV0774'
 CV0774'AZIMUTH MARK, A STANDARD DISK STAMPED KELTON 1935 1969, IS
 CV0774'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 CV0774'THE SURFACE OF THE GROUND.  IT IS 64 FEET SOUTH OF THE CENTER
 CV0774'OF STATE HIGHWAY 115, 16.5 FEET WEST OF THE WEST GATE POST
 CV0774'FOR A WIRE GATE, 1 FOOT EAST OF A METAL WITNESS POST, AND
 CV0774'1 FOOT NORTH OF A FENCE.
 CV0774'
 CV0774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 CV0774'MILES WEST OF PATRICIA.
 CV0774
 CV0774                          STATION RECOVERY (1969)
 CV0774
 CV0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CV0774'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32102-1, STATION 1007.
 CV0774'RECOVERED BY USGS IN 1966.
 CV0774'RECOVERED BY NGS IN 1969.
 CV0774'STATION MARK--STANDARD DISK STAMPED---KELTON 1935---, SET IN THE TOP
 CV0774'OF A SQUARE CONCRETE POST WHICH PROJECTS 3 IN.
 CV0774
 CV0774                          STATION RECOVERY (1971)
 CV0774
 CV0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 CV0774'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CV0774'AS DESCRIBED IN THE 1969 DESCRIPTION WHICH IS ADEQUATE FOR
 CV0774'RECOVERY.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 CV0774'
 CV0774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 CV0774'MILES WEST OF PATRICIA.
 CV0774
 CV0774                          STATION RECOVERY (1975)
 CV0774
 CV0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0774'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 CV0774'WERE RECOVERED AS DESCRIBED BY L.F. SMITH IN 1969.
 CV0774'
 CV0774'HEIGHT OF LIGHT ABOVE STATION MARK 4.3 FEET.
 CV0774'
 CV0774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2 MILES
 CV0774'SOUTHWEST OF PATRICIA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1928 ***********************************************************************
 FL1928  DESIGNATION -  KELTON
 FL1928  PID         -  FL1928
 FL1928  STATE/COUNTY-  TX/WHEELER
 FL1928  USGS QUAD   -  KELTON (1963)
 FL1928
 FL1928                         *CURRENT SURVEY CONTROL
 FL1928  ___________________________________________________________________
 FL1928* NAD 83(1993)-  35 26 37.98341(N)    100 05 02.41294(W)     ADJUSTED  
 FL1928* NAVD 88     -       715.     (meters)    2346.     (feet)  SCALED    
 FL1928  ___________________________________________________________________
 FL1928  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 FL1928  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 FL1928
 FL1928  HORZ ORDER  -  SECOND
 FL1928
 FL1928.The horizontal coordinates were established by classical geodetic methods
 FL1928.and adjusted by the National Geodetic Survey in February 1996..
 FL1928
 FL1928.The orthometric height was scaled from a topographic map.
 FL1928
 FL1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1928
 FL1928.The geoid height was determined by GEOID03.
 FL1928
 FL1928;                    North         East     Units Scale Factor Converg.
 FL1928;SPC TX N     - 1,161,100.249   328,545.943   MT  0.99991098   +0 49 14.2
 FL1928;SPC TX N     - 3,809,376.40  1,077,904.48   sFT  0.99991098   +0 49 14.2
 FL1928;SPC OK N     -    51,281.378   410,798.093   MT  1.00002455   -1 13 47.5
 FL1928;SPC OK N     -   168,245.65  1,347,760.08   sFT  1.00002455   -1 13 47.5
 FL1928;SPC OK S     -   236,075.041   410,792.494   MT  1.00004840   -1 10 58.5
 FL1928;SPC OK S     -   774,522.86  1,347,741.71   sFT  1.00004840   -1 10 58.5
 FL1928;UTM  14      - 3,922,809.686   401,618.087   MT  0.99971928   -0 37 43.2
 FL1928
 FL1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1928!SPC TX N     -   0.99989199  x   0.99991098  =   0.99980298
 FL1928!SPC OK N     -   0.99989199  x   1.00002455  =   0.99991653
 FL1928!SPC OK S     -   0.99989199  x   1.00004840  =   0.99994038
 FL1928!UTM  14      -   0.99989199  x   0.99971928  =   0.99961130
 FL1928
 FL1928|---------------------------------------------------------------------|
 FL1928| PID    Reference Object                     Distance      Geod. Az  |
 FL1928|                                                           dddmmss.s |
 FL1928| CL3266 KELTON RM 2                          12.662 METERS 25937     |
 FL1928| CL3264 KELTON AZ MK                                       2764454.4 |
 FL1928| CL3265 KELTON RM 1                          16.953 METERS 34645     |
 FL1928|---------------------------------------------------------------------|
 FL1928
 FL1928                          SUPERSEDED SURVEY CONTROL
 FL1928
 FL1928  NAD 83(1993)-  35 26 37.98383(N)    100 05 02.41284(W) AD(       ) 2
 FL1928  NAD 83(1986)-  35 26 37.98682(N)    100 05 02.40249(W) AD(       ) 2
 FL1928  NAD 27      -  35 26 37.81200(N)    100 05 00.98800(W) AD(       ) 2
 FL1928
 FL1928.Superseded values are not recommended for survey control.
 FL1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1928.See file dsdata.txt to determine how the superseded data were derived.
 FL1928
 FL1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0161822810(NAD 83)
 FL1928_MARKER: DS = TRIANGULATION STATION DISK
 FL1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1928_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FL1928
 FL1928  HISTORY     - Date     Condition        Report By
 FL1928  HISTORY     - 1951     MONUMENTED       CGS
 FL1928
 FL1928                          STATION DESCRIPTION
 FL1928
 FL1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL1928'THE STATION IS LOCATED ABOUT 11 MILES EAST OF WHEELER ON
 FL1928'THE SUMMIT OF A GRASS COVERED SAND RIDGE.  THE MARK, STAMPED
 FL1928'KELTON 1951, IS A BRONZE DISK SET IN A CONCRETE POST THAT
 FL1928'IS FLUSH WITH THE GROUND.  IT IS 250 FEET SOUTH OF STATE
 FL1928'ROUTE 152, 200 FEET SOUTH OF A WIRE FENCE AND 50 FEET NORTH
 FL1928'OF A GRADED FIRE BREAK.
 FL1928'
 FL1928'REFERENCE MARK NO. 1, STAMPED KELTON NO 1 1951, IS A BRONZE
 FL1928'DISK SET IN A CONCRETE POST THAT PROJECTS 1 INCH AND IS 2
 FL1928'FEET LOWER THAN THE STATION.
 FL1928'
 FL1928'REFERENCE MARK NO. 2, STAMPED KELTON NO 2 1951, IS A BRONZE
 FL1928'DISK SET IN A CONCRETE POST THAT IS FLUSH WITH THE GROUND
 FL1928'AND 3 FEET LOWER THAN THE STATION.
 FL1928'
 FL1928'THE AZIMUTH MARK, STAMPED KELTON 1951, IS A BRONZE DISK SET
 FL1928'IN A CONCRETE POST ON THE NORTH RIGHT-OF-WAY OF STATE ROUTE
 FL1928'152.  IT IS 225 FEET EAST OF THE ENTRANCE TO STILES RANCH,
 FL1928'50 FEET NORTH OF THE CENTER LINE OF STATE ROUTE 152, 4 FEET
 FL1928'WEST OF A WITNESS POST, AND 4 FEET SOUTH OF A WIRE FENCE.
 FL1928'
 FL1928'TO REACH THE STATION FROM THE COURTHOUSE IN WHEELER GO EAST
 FL1928'ON STATE ROUTE 152 FOR 10.5 MILES TO A T-ROAD NORTH AT SIGN
 FL1928'STILES RANCH.  THE AZIMUTH MARK IS 225 FEET EAST OF T-ROAD
 FL1928'AS DESCRIBED ABOVE.  CONTINUE EAST ON STATE ROUTE 152 FOR
 FL1928'0.75 MILE TO A GATE ON THE RIGHT SIDE OF ROAD.  TURN RIGHT,
 FL1928'SOUTH, THRU GATE AND GO 0.15 MILE ON TRACK ROAD.  TURN RIGHT,
 FL1928'WEST, OFF TRACK ROAD AND GO NORTHWEST UP RIDGE TO STATION
 FL1928'SITE ON HIGHEST POINT OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2646 ***********************************************************************
 BY2646  DESIGNATION -  KELTYS ANGELINA LUMBER CO TANK
 BY2646  PID         -  BY2646
 BY2646  STATE/COUNTY-  TX/ANGELINA
 BY2646  USGS QUAD   -  LUFKIN (1980)
 BY2646
 BY2646                         *CURRENT SURVEY CONTROL
 BY2646  ___________________________________________________________________
 BY2646* NAD 83(1993)-  31 21 44.01679(N)    094 44 54.92756(W)     ADJUSTED  
 BY2646* NAVD 88     -                                                        
 BY2646  ___________________________________________________________________
 BY2646  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BY2646  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BY2646
 BY2646  HORZ ORDER  -  THIRD
 BY2646
 BY2646.The horizontal coordinates were established by classical geodetic methods
 BY2646.and adjusted by the National Geodetic Survey in February 1996..
 BY2646
 BY2646
 BY2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2646
 BY2646.The geoid height was determined by GEOID03.
 BY2646
 BY2646;                    North         East     Units Scale Factor Converg.
 BY2646;SPC TX C     - 3,201,296.692 1,231,064.459   MT  0.99990150   +2 52 35.3
 BY2646;SPC TX C     -10,502,920.90  4,038,917.31   sFT  0.99990150   +2 52 35.3
 BY2646;UTM  15      - 3,471,067.924   333,691.310   MT  0.99994115   -0 54 36.9
 BY2646
 BY2646                          SUPERSEDED SURVEY CONTROL
 BY2646
 BY2646  NAD 83(1986)-  31 21 44.02752(N)    094 44 54.91405(W) AD(       ) 4
 BY2646  NAD 27      -  31 21 43.36400(N)    094 44 54.16200(W) AD(       ) 3
 BY2646
 BY2646.Superseded values are not recommended for survey control.
 BY2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2646.See file dsdata.txt to determine how the superseded data were derived.
 BY2646
 BY2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3369171068(NAD 83)
 BY2646_MARKER: 53 = ELEVATED TANK
 BY2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2646+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 BY2646
 BY2646  HISTORY     - Date     Condition        Report By
 BY2646  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2646  HISTORY     - 19980919 GOOD             USPSQD
 BY2646  HISTORY     - 20040815 GOOD             USPSQD
 BY2646
 BY2646                          STATION DESCRIPTION
 BY2646
 BY2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2646'THE STATION IS THE WATER TANK OF THE ANGELINA COUNTY LUMBER
 BY2646'COMPANY, LOCATED ABOUT 0.15 MILE NORTHEAST OF THE KELTYS,
 BY2646'TEXAS POST OFFICE.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT
 BY2646'125 FEET HIGH WITH THE LETTERING ANGLEINA COUNTY LUMBER COMPANY,
 BY2646'KELTYS, TEXAS ON THE WEST SIDE OF THE TANK.  POINT OBSERVED
 BY2646'UPON, FINIAL ON THE APEX OF THE TANK ROOF.
 BY2646
 BY2646                          STATION RECOVERY (1998)
 BY2646
 BY2646'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2646'RECOVERED IN GOOD CONDITION.
 BY2646
 BY2646                          STATION RECOVERY (2004)
 BY2646
 BY2646'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 BY2646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2647 ***********************************************************************
 BY2647  DESIGNATION -  KELTYS MUNICIPAL TANK
 BY2647  PID         -  BY2647
 BY2647  STATE/COUNTY-  TX/ANGELINA
 BY2647  USGS QUAD   -  LUFKIN (1980)
 BY2647
 BY2647                         *CURRENT SURVEY CONTROL
 BY2647  ___________________________________________________________________
 BY2647* NAD 83(1993)-  31 21 36.43792(N)    094 44 55.47831(W)     ADJUSTED  
 BY2647* NAVD 88     -                                                        
 BY2647  ___________________________________________________________________
 BY2647  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BY2647  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BY2647
 BY2647  HORZ ORDER  -  THIRD
 BY2647
 BY2647.The horizontal coordinates were established by classical geodetic methods
 BY2647.and adjusted by the National Geodetic Survey in February 1996..
 BY2647
 BY2647
 BY2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY2647
 BY2647.The geoid height was determined by GEOID03.
 BY2647
 BY2647;                    North         East     Units Scale Factor Converg.
 BY2647;SPC TX C     - 3,201,062.859 1,231,061.635   MT  0.99990127   +2 52 35.0
 BY2647;SPC TX C     -10,502,153.73  4,038,908.05   sFT  0.99990127   +2 52 35.0
 BY2647;UTM  15      - 3,470,834.778   333,673.049   MT  0.99994123   -0 54 37.0
 BY2647
 BY2647                          SUPERSEDED SURVEY CONTROL
 BY2647
 BY2647  NAD 83(1986)-  31 21 36.44870(N)    094 44 55.46539(W) AD(       ) 4
 BY2647  NAD 27      -  31 21 35.79000(N)    094 44 54.72000(W) AD(       ) 3
 BY2647
 BY2647.Superseded values are not recommended for survey control.
 BY2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2647.See file dsdata.txt to determine how the superseded data were derived.
 BY2647
 BY2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ3367370835(NAD 83)
 BY2647_MARKER: 53 = ELEVATED TANK
 BY2647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2647+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 BY2647
 BY2647  HISTORY     - Date     Condition        Report By
 BY2647  HISTORY     - 1949     FIRST OBSERVED   CGS
 BY2647  HISTORY     - 19980919 GOOD             USPSQD
 BY2647  HISTORY     - 20040205 GOOD             USPSQD
 BY2647  HISTORY     - 20050710 GOOD             USPSQD
 BY2647
 BY2647                          STATION DESCRIPTION
 BY2647
 BY2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BY2647'LOCATED ABOUT 250 FEET SOUTH OF THE KELTYS, TEXAS POST OFFICE.
 BY2647'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH.  POINT
 BY2647'OBSERVED UPON, FINIAL ON THE APEX OF THE TANK ROOF.
 BY2647
 BY2647                          STATION RECOVERY (1998)
 BY2647
 BY2647'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2647'RECOVERED IN GOOD CONDITION.
 BY2647
 BY2647                          STATION RECOVERY (2004)
 BY2647
 BY2647'RECOVERY NOTE BY US POWER SQUADRON 2004 (CHN)
 BY2647'RECOVERED IN GOOD CONDITION.
 BY2647
 BY2647                          STATION RECOVERY (2005)
 BY2647
 BY2647'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BY2647'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0348 ***********************************************************************
 CS0348  DESIGNATION -  KEMP
 CS0348  PID         -  CS0348
 CS0348  STATE/COUNTY-  TX/KAUFMAN
 CS0348  USGS QUAD   -  KEMP (1981)
 CS0348
 CS0348                         *CURRENT SURVEY CONTROL
 CS0348  ___________________________________________________________________
 CS0348* NAD 83(1993)-  32 25 20.94995(N)    096 12 19.39078(W)     ADJUSTED  
 CS0348* NAVD 88     -       123.843  (meters)     406.31   (feet)  ADJUSTED  
 CS0348  ___________________________________________________________________
 CS0348  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 CS0348  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0348  DYNAMIC HT  -         123.703 (meters)     405.85  (feet)  COMP
 CS0348  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CS0348
 CS0348  HORZ ORDER  -  SECOND
 CS0348  VERT ORDER  -  SECOND    CLASS 0
 CS0348
 CS0348.The horizontal coordinates were established by classical geodetic methods
 CS0348.and adjusted by the National Geodetic Survey in February 1996..
 CS0348
 CS0348.The orthometric height was determined by differential leveling
 CS0348.and adjusted by the National Geodetic Survey in June 1991..
 CS0348
 CS0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS0348
 CS0348.The geoid height was determined by GEOID03.
 CS0348
 CS0348.The dynamic height is computed by dividing the NAVD 88
 CS0348.geopotential number by the normal gravity value computed on the
 CS0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0348.degrees latitude (g = 980.6199 gals.).
 CS0348
 CS0348.The modeled gravity was interpolated from observed gravity values.
 CS0348
 CS0348;                    North         East     Units Scale Factor Converg.
 CS0348;SPC TXNC     - 2,086,170.560   815,793.396   MT  0.99993247   +1 15 05.3
 CS0348;SPC TXNC     - 6,844,377.91  2,676,482.17   sFT  0.99993247   +1 15 05.3
 CS0348;UTM  14      - 3,590,704.506   762,793.257   MT  1.00045170   +1 29 57.2
 CS0348
 CS0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS0348!SPC TXNC     -   0.99998454  x   0.99993247  =   0.99991701
 CS0348!UTM  14      -   0.99998454  x   1.00045170  =   1.00043623
 CS0348
 CS0348|---------------------------------------------------------------------|
 CS0348| PID    Reference Object                     Distance      Geod. Az  |
 CS0348|                                                           dddmmss.s |
 CS0348| CS0349 KEMP RM 1                            23.005 METERS 11736     |
 CS0348| CS0350 KEMP RM 2                            36.643 METERS 20829     |
 CS0348| CS0351 KEMP AZ MK                                         3021540.8 |
 CS0348| CS2625 KEMP MUNICIPAL TANK                 APPROX. 3.3 KM 3134210.5 |
 CS0348|---------------------------------------------------------------------|
 CS0348
 CS0348                          SUPERSEDED SURVEY CONTROL
 CS0348
 CS0348  NAD 83(1986)-  32 25 20.95723(N)    096 12 19.37459(W) AD(       ) 2
 CS0348  NAD 27      -  32 25 20.44700(N)    096 12 18.45700(W) AD(       ) 2
 CS0348  NGVD 29 (??/??/92)  123.858  (m)          406.36   (f) ADJ UNCH    2 0
 CS0348
 CS0348.Superseded values are not recommended for survey control.
 CS0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0348.See file dsdata.txt to determine how the superseded data were derived.
 CS0348
 CS0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6279390705(NAD 83)
 CS0348_MARKER: DS = TRIANGULATION STATION DISK
 CS0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0348_STAMPING: KEMP 1947
 CS0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0348+STABILITY: SURFACE MOTION
 CS0348
 CS0348  HISTORY     - Date     Condition        Report By
 CS0348  HISTORY     - 1947     MONUMENTED       CGS
 CS0348  HISTORY     - 1948     GOOD             NGS
 CS0348
 CS0348                          STATION DESCRIPTION
 CS0348
 CS0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS0348'THE STATION IS LOCATED ALONG U.S. HIGHWAY 175, ABOUT 7-1/4
 CS0348'MILES NORTHWEST OF MABANK AND 2 MILES SOUTHEAST OF KEMP.  IT
 CS0348'IS 0.1 MILE NORTHWEST OF A SIDE ROAD LEADING EASTERLY, 55
 CS0348'FEET NORTHEAST OF CENTER OF THE HIGHWAY AND 10 FEET SOUTHWEST
 CS0348'OF FENCE LINE.  THE MARK, SET FLUSH, IS STAMPED KEMP 1947.
 CS0348'
 CS0348'REFERENCE MARK NO. 1 IS 60 FEET NORTHEAST OF CENTER OF HIGHWAY
 CS0348'AND 1 FOOT SOUTHWEST OF FENCE LINE.  IT IS STAMPED KEMP NO 1
 CS0348'1947 AND PROJECTS 2 INCHES.
 CS0348'
 CS0348'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE ROAD FROM STATION,
 CS0348'60 FEET SOUTHWEST OF CENTER OF HIGHWAY AND 1 FOOT NORTHEAST
 CS0348'OF FENCE LINE.  IT IS STAMPED KEMP NO 2 1947 AND PROJECTS 3
 CS0348'INCHES.
 CS0348'
 CS0348'THE AZIMUTH MARK IS 0.55 MILE WEST OF THE STATION, 60 FEET
 CS0348'SOUTHWEST OF CENTER OF THE U.S. HIGHWAY AND 1 FOOT NORTHEAST
 CS0348'OF FENCE LINE.  IT IS STAMPED KEMP 1947 AND PROJECTS 6 INCHES.
 CS0348'
 CS0348'TO REACH THE STATION FROM CHEVROLET GARAGE IN KEMP, GO
 CS0348'SOUTHEASTERLY ON U.S. HIGHWAY 175 FOR 1.45 MILES TO THE AZIMUTH
 CS0348'MARK ON THE RIGHT.  THENCE CONTINUE STRAIGHT AHEAD FOR 0.55
 CS0348'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CS0348'
 CS0348'AN 87 FOOT SIGNAL AT LACY IS VISIBLE AT 37 FEET.
 CS0348'
 CS0348'A 100 FOOT SIGNAL AT CONEY IS VISIBLE AT 37 FEET.
 CS0348'
 CS0348'AN 87 FOOT SIGNAL AT COTTONWOOD IS VISIBLE AT 37 FEET.
 CS0348'
 CS0348'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CS0348
 CS0348                          STATION RECOVERY (1948)
 CS0348
 CS0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CS0348'1.6 MI SE FROM KEMP.
 CS0348'1.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE GRAMMAR SCHOOL AT
 CS0348'KEMP, 435.0 FEET NORTHWEST OF THE CENTER LINE OF A ROAD LEADING
 CS0348'NORTHEAST, 56.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29.8
 CS0348'FEET NORTHWEST OF THE NORTHWEST END OF A WOODEN GATE, 9.7 FEET
 CS0348'SOUTHWEST OF A FENCE, 9.4 FEET SOUTHWEST OF A REFERENCE POST, AND SET
 CS0348'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 CS0348'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1015 ***********************************************************************
 CA1015  DESIGNATION -  KEMP
 CA1015  PID         -  CA1015
 CA1015  STATE/COUNTY-  TX/SAN SABA
 CA1015  USGS QUAD   -  BEAR HOLLOW (1959)
 CA1015
 CA1015                         *CURRENT SURVEY CONTROL
 CA1015  ___________________________________________________________________
 CA1015* NAD 83(1993)-  31 00 40.37457(N)    098 42 17.55040(W)     ADJUSTED  
 CA1015* NAVD 88     -       484.44   (+/-2cm)    1589.4    (feet)  VERTCON   
 CA1015  ___________________________________________________________________
 CA1015  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 CA1015  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CA1015
 CA1015  HORZ ORDER  -  FIRST
 CA1015  VERT ORDER  -  THIRD ? (See Below)
 CA1015
 CA1015.The horizontal coordinates were established by classical geodetic methods
 CA1015.and adjusted by the National Geodetic Survey in February 1996..
 CA1015
 CA1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1015.The vertical order pertains to the NGVD 29 superseded value.
 CA1015
 CA1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1015
 CA1015.The geoid height was determined by GEOID03.
 CA1015
 CA1015;                    North         East     Units Scale Factor Converg.
 CA1015;SPC TX C     - 3,150,187.941   855,482.556   MT  0.99988176   +0 50 19.5
 CA1015;SPC TX C     -10,335,241.60  2,806,695.69   sFT  0.99988176   +0 50 19.5
 CA1015;UTM  14      - 3,430,882.236   528,171.172   MT  0.99960979   +0 09 07.4
 CA1015
 CA1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1015!SPC TX C     -   0.99992766  x   0.99988176  =   0.99980943
 CA1015!UTM  14      -   0.99992766  x   0.99960979  =   0.99953748
 CA1015
 CA1015|---------------------------------------------------------------------|
 CA1015| PID    Reference Object                     Distance      Geod. Az  |
 CA1015|                                                           dddmmss.s |
 CA1015| CV5340 KEMP RM 1                            22.602 METERS 10417     |
 CA1015| CV5341 KEMP RM 2                            23.964 METERS 25842     |
 CA1015| CV5339 KEMP AZ MK                                         2711402.2 |
 CA1015| CA1016 KEMP RM A 1967                       24.108 METERS 32813     |
 CA1015|---------------------------------------------------------------------|
 CA1015
 CA1015                          SUPERSEDED SURVEY CONTROL
 CA1015
 CA1015  NAD 83(1986)-  31 00 40.38519(N)    098 42 17.53616(W) AD(       ) 1
 CA1015  NAD 27      -  31 00 39.77506(N)    098 42 16.39290(W) AD(       ) 1
 CA1015  NGVD 29 (07/19/86)  484.38   (m)         1589.2    (f) LEVELING    3  
 CA1015
 CA1015.Superseded values are not recommended for survey control.
 CA1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1015.See file dsdata.txt to determine how the superseded data were derived.
 CA1015
 CA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV2817130882(NAD 83)
 CA1015_MARKER: DS = TRIANGULATION STATION DISK
 CA1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1015
 CA1015  HISTORY     - Date     Condition        Report By
 CA1015  HISTORY     - 1967     MONUMENTED       CGS
 CA1015
 CA1015                          STATION DESCRIPTION
 CA1015
 CA1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1015'THE STATION IS ABOUT 13 MILES SOUTH OF SAN SABA, 2-1/2 MILES
 CA1015'NORTH OF CHEROKEE, 1/2 MILE EAST OF STATE HIGHWAY 16, ON A LOW
 CA1015'RIDGE THAT BREAKS OFF SHARPLY TO THE SOUTH, AND ON PROPERTY OF
 CA1015'THE YATES RANCH, UNDER LEASE BY MR. M.L. BAGLEY.
 CA1015'
 CA1015'TO REACH THE STATION FROM THE POST OFFICE IN CHEROKEE, GO NORTH
 CA1015'ON STATE HIGHWAY 16 FOR 2.1 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 CA1015'ON THE HIGHWAY FOR 100 YARDS TO A WIRE GATE ON THE RIGHT.  TURN
 CA1015'RIGHT THROUGH GATE AND GO EAST AND SOUTHEAST ON DIM TRACK ROAD
 CA1015'FOR 0.45 MILE TO THE TOP OF THE RIDGE, OPEN AREA, FENCE, AND
 CA1015'THE STATION.
 CA1015'
 CA1015'THE STATION IS A STANDARD DISK STAMPED KEMP 1967, SET IN THE TOP
 CA1015'OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS 6 INCHES
 CA1015'ABOVE THE GROUND SURFACE.  IT IS 80-1/2 FEET EAST OF A FENCE
 CA1015'CORNER AND 18 FEET NORTH OF A FENCE AND METAL WITNESS POST WITH
 CA1015'SIGN ATTACHED.
 CA1015'
 CA1015'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KEMP NO 1 1967, SET
 CA1015'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 CA1015'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 71 FEET EAST OF THE
 CA1015'METAL WITNESS POST IN THE FENCE LINE AND 1 FOOT NORTH OF THE
 CA1015'FENCE.
 CA1015'
 CA1015'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KEMP NO 2 1967, SET
 CA1015'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 CA1015'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 78 FEET WEST OF THE
 CA1015'METAL WITNESS POST IN THE FENCE LINE, 1.7 FEET EAST OF THE FENCE
 CA1015'CORNER, AND 1 FOOT NORTH OF THE FENCE.
 CA1015'
 CA1015'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KEMP 1967, SET IN
 CA1015'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND PROJECTS
 CA1015'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 56 FEET SOUTH OF THE
 CA1015'CENTER OF A METAL GATE, 49-1/2 FEET EAST OF A FENCE, 13 FEET EAST
 CA1015'OF THE CENTER OF A BLADED ROAD, AND 2.5 FEET NORTH OF THE
 CA1015'NORTHWEST LEG OF A ELEVATED STORAGE BIN.
 CA1015'
 CA1015'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.45 MILE
 CA1015'NORTHWEST TO THE WIRE GATE AT THE HIGHWAY.  GO SOUTH ON THE
 CA1015'HIGHWAY FOR 200 YARDS TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 CA1015'WEST ON GRADED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 CA1015'LEFT AND GO SOUTH ON BLADED ROAD FOR 0.05 MILE TO A METAL GATE
 CA1015'AND THE AZIMUTH MARK 56 FEET SOUTH OF THE CENTER OF THE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0827 ***********************************************************************
 DO0827  DESIGNATION -  KEMP
 DO0827  PID         -  DO0827
 DO0827  STATE/COUNTY-  TX/WILBARGER
 DO0827  USGS QUAD   -  NORTHEAST LAKE KEMP (1966)
 DO0827
 DO0827                         *CURRENT SURVEY CONTROL
 DO0827  ___________________________________________________________________
 DO0827* NAD 83(1993)-  33 51 21.98570(N)    099 11 22.73979(W)     ADJUSTED  
 DO0827* NAVD 88     -       409.5    (meters)    1344.     (feet)  VERTCON   
 DO0827  ___________________________________________________________________
 DO0827  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DO0827  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DO0827
 DO0827  HORZ ORDER  -  FIRST
 DO0827
 DO0827.The horizontal coordinates were established by classical geodetic methods
 DO0827.and adjusted by the National Geodetic Survey in February 1996..
 DO0827
 DO0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0827
 DO0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0827
 DO0827.The geoid height was determined by GEOID03.
 DO0827
 DO0827;                    North         East     Units Scale Factor Converg.
 DO0827;SPC TXNC     - 2,243,005.852   536,181.916   MT  0.99997103   -0 22 34.1
 DO0827;SPC TXNC     - 7,358,928.37  1,759,123.50   sFT  0.99997103   -0 22 34.1
 DO0827;UTM  14      - 3,746,217.784   482,456.751   MT  0.99960379   -0 06 20.4
 DO0827
 DO0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0827!SPC TXNC     -   0.99994018  x   0.99997103  =   0.99991121
 DO0827!UTM  14      -   0.99994018  x   0.99960379  =   0.99954399
 DO0827
 DO0827|---------------------------------------------------------------------|
 DO0827| PID    Reference Object                     Distance      Geod. Az  |
 DO0827|                                                           dddmmss.s |
 DO0827| CX8438 KEMP RM 1                            15.024 METERS 03629     |
 DO0827| CX8437 KEMP AZ MK                                         0373242.9 |
 DO0827| CX8439 KEMP RM 2                            17.454 METERS 30814     |
 DO0827|---------------------------------------------------------------------|
 DO0827
 DO0827                          SUPERSEDED SURVEY CONTROL
 DO0827
 DO0827  NAD 83(1993)-  33 51 21.98582(N)    099 11 22.73984(W) AD(       ) 1
 DO0827  NAD 83(1986)-  33 51 21.99255(N)    099 11 22.73002(W) AD(       ) 1
 DO0827  NAD 27      -  33 51 21.67100(N)    099 11 21.46900(W) AD(       ) 1
 DO0827  NGVD 29 (07/19/86)  409.4    (m)         1343.     (f) VERT ANG       
 DO0827
 DO0827.Superseded values are not recommended for survey control.
 DO0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0827.See file dsdata.txt to determine how the superseded data were derived.
 DO0827
 DO0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC8245746218(NAD 83)
 DO0827_MARKER: DS = TRIANGULATION STATION DISK
 DO0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DO0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0827+STABILITY: SURFACE MOTION
 DO0827
 DO0827  HISTORY     - Date     Condition        Report By
 DO0827  HISTORY     - 1935     MONUMENTED       CGS
 DO0827  HISTORY     - 1957     GOOD             CGS
 DO0827  HISTORY     - 1963     GOOD             CGS
 DO0827  HISTORY     - 1963     GOOD             USGS
 DO0827  HISTORY     - 1975     GOOD             NGS
 DO0827
 DO0827                          STATION DESCRIPTION
 DO0827
 DO0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 DO0827'STATION IS LOCATED ON THE LAND OF THE WAGGONER ESTATE, IN THE
 DO0827'SE 1/4 OF SECTION 4, BLOCK 3, 9 MILES SSE OF SACAQUESTA RANCH
 DO0827'HOUSE, AND 18 MILES NNE OF SEYMOUR, 1-1/4 MILES W OF U.S. HIGHWAY
 DO0827'283, ON TOP OF A FLAT KNOLL ON A RIDGE, 450 FEET OFF EDGE OF
 DO0827'BREAK, MARK PROJECTS 4 INCHES ABOVE GROUND.
 DO0827'
 DO0827'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DO0827'BRONZE DISKS SET IN CONCRETE.
 DO0827'
 DO0827'REFERENCE MARK NO. 1 IS NE OF STATION.  MARK PROJECTS 6 INCHES
 DO0827'ABOVE GROUND.
 DO0827'
 DO0827'REFERENCE MARK NO. 2 IS NW OF STATION.  MARK PROJECTS 6 INCHES
 DO0827'ABOVE GROUND.
 DO0827'
 DO0827'AZIMUTH MARK IS NE OF STATION, ON EASTERLY END OF ROCKY RIDGE,
 DO0827'MARK PROJECTS 6 INCHES ABOVE GROUND.
 DO0827'
 DO0827'TO REACH AZIMUTH MARK FROM STATION, GO NE FOR 1.0 MILE
 DO0827'ACROSS PASTURE TO TOP OF RIDGE AND MARK.
 DO0827'
 DO0827'TO REACH STATION, FROM THE COURTHOUSE, IN VERNON, GO S ON
 DO0827'U.S. HIGHWAY 283, FOR 23.7 MILES, TURN RIGHT THROUGH GATE ONTO
 DO0827'PASTURE ROAD FOR 0.2 MILE OR FOR 0.05 MILE AFTER PASSING
 DO0827'ABANDONED HOUSE ON RIGHT AND THROUGH GATE JUST BEYOND, THEN
 DO0827'TURN RIGHT THROUGH ANOTHER GATE FOR 0.2 MILE, THEN TURN LEFT AT
 DO0827'ROAD END FOR 1.2 MILES WESTERLY, THEN TAKE DIM RIGHT FORK OF
 DO0827'PASTURE ROAD FOR 1.9 MILES, TURN SHARP LEFT OFF ROAD AND GO
 DO0827'THROUGH PASTURE TOWARD TOP OF HILL WHICH CAN BE SEEN 0.7 MILE
 DO0827'TO THE S.
 DO0827'
 DO0827'ALL CUTS ARE VISIBLE FROM THE GROUND, FROM THIS STATION.
 DO0827'
 DO0827'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 DO0827
 DO0827                          STATION RECOVERY (1957)
 DO0827
 DO0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 DO0827'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DO0827'CONDITION.
 DO0827'
 DO0827'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION THAT
 DO0827'SHOULD BE USED INSTEAD OF ORIGINAL DESCRIPTION SINCE IT LEAVES
 DO0827'THE HIGHWAY AT A DIFFERENT POINT.
 DO0827'
 DO0827'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 82, 183, 277 AND
 DO0827'283, ABOUT 10 MILES NORTHEAST OF SEYMOUR, GO NORTH ON U.S. 183 AND
 DO0827'283 FOR 9.05 MILES TO THE NORTH ENTRANCE TO LAKE KEMP ON THE
 DO0827'LEFT, CONTINUE NORTH ON HIGHWAY FOR 5.65 MILES TO A STEEL
 DO0827'GATE ON LEFT AT A JOG IN RIGHT OF WAY FENCE LINE, TURN
 DO0827'LEFT THROUGH GATE AND FOLLOW TRACK ROAD WEST ALONG SOUTH
 DO0827'SIDE OF FENCE FOR 0.4 MILE, (THE AZIMUTH MARK IS NEAR THE EAST
 DO0827'END OF A ROCKY RIDGE ABOUT 0.2 MILE DUE SOUTH OF THIS POINT),
 DO0827'CONTINUE WEST FOR 0.65 MILE TO A FENCE CORNER ON THE RIGHT, BEAR
 DO0827'LEFT JUST AFTER PASSING FENCE CORNER AND GO SOUTHWEST FOR
 DO0827'0.1 MILE TO DIM FORKS, TAKE LEFT FORK AND FOLLOW DIM FIRE LANE
 DO0827'SOUTH FOR ABOUT 0.55 MILE TO TOP OF RIDGE AND STATION ABOUT
 DO0827'75 YARDS TO THE RIGHT (WEST).
 DO0827'
 DO0827'THE POINT WHERE THE DESCRIPTION LEAVES THE U.S. HIGHWAY IS
 DO0827'3.25 MILES SOUTH OF THE ENTRANCE TO ZACAQUESTA RANCH.
 DO0827
 DO0827                          STATION RECOVERY (1963)
 DO0827
 DO0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JH)
 DO0827'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 DO0827'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO REACH
 DO0827'STATION FROM MAYBELLE WHICH IS IN BAYLOR COUNTY AND IS 9 MILES
 DO0827'(NE) OF SEYMOUR GO NORTHERLY ON U.S. 83 FOR 15.09 MILES TO
 DO0827'IRON GATE ON THE LEFT AND LIGHT FENCE ROAD LEFT.  GO
 DO0827'SOUTHWESTERLY ALONG FENCE FOR 0.9 MILES TO T-FENCE RIGHT.  PACK
 DO0827'SOUTHERLY FOR 0.6 MILES AND STATION AT TOP OF RIDGE.
 DO0827
 DO0827                          STATION RECOVERY (1963)
 DO0827
 DO0827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DO0827'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33099-1, STATION 1005.
 DO0827'
 DO0827'RECOVERED BY USGS IN 1963.
 DO0827'
 DO0827'STATION MARK--STANDARD USC AND GS DISK STAMPED---KEMP 1935---, SET
 DO0827'IN CONCRETE POST, PROJECTING 4 IN.
 DO0827
 DO0827                          STATION RECOVERY (1975)
 DO0827
 DO0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0827'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DO0827'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 DO0827'DIRECTIONS TO REFERENCE MARK 2 AND THE AZIMUTH MARK CHECKED
 DO0827'THE 1935 OBSERVATIONS ADEQUATE, HOWEVER, A DIFFERENCE OF 2
 DO0827'MINUTE AND 10 SECONDS SMALLER WAS NOTED TO REFERENCE MARK 1,
 DO0827'THE DISTANCE CHECKED ADEQUATE, NO EVIDENCE OF MOVEMENT OF
 DO0827'THE MARKS.  A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 DO0827'
 DO0827'THE STATION IS LOCATED ABOUT 18-1/2 MILES NORTH-NORTHEAST
 DO0827'OF SEYMOUR, 18 MILES NORTHWEST OF DUNDEE, 1-1/2 MILES NORTH OF
 DO0827'THE BAYLOR-WILBARGER COUNTY LINE AND ON LAND OWNED BY THE
 DO0827'WAGGONER ESTATE, MR. CLYDE RAILL, RANCH MANAGER, TELEPHONE
 DO0827'NUMBER 817-552-2522.
 DO0827'
 DO0827'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183,
 DO0827'283 AND 277, ABOUT 9 MILES NORTH OF SEYMOUR, GO NORTH ON U.S.
 DO0827'HIGHWAY 183 AND 283 FOR 6.85 MILES TO THE WICHITA RIVER BRIDGE,
 DO0827'CONTINUE NORTH FOR 5.15 MILES TO THE BAYLOR-WILBARGER COUNTY
 DO0827'LINE, CONTINUE NORTH FOR 0.9 MILE TO TWO IRON GATES, ONE ON THE
 DO0827'EAST AND ONE ON THE WEST.  TURN LEFT, PASS THROUGH GATE, AND GO
 DO0827'WEST-SOUTHWEST ON A BLADED ROAD FOR 0.6 MILE TO A FORK.  TAKE
 DO0827'RIGHT FORK AND GO NORTH-NORTHWEST AND WEST ON BLADED ROAD FOR
 DO0827'1.8 MILES TO THE TOP OF A SMALL RIDGE AND A DIM TRACK
 DO0827'CROSSROAD.  TURN LEFT AND GO SOUTHERLY ON THE DIM TRACK ROAD FOR
 DO0827'0.45 MILE TO THE STATION.  TO REACH THE AZIMUTH MARK
 DO0827'FROM THE DIM TRACK CROSSROAD, GO NORTHERLY ON THE DIM TRACK
 DO0827'ROAD FOR 0.45 MILE TO THE MARK ON THE NORTHEAST END OF RIDGE.
 DO0827'
 DO0827'STATION MARK IS A STANDARD DISK STAMPED KEMP 1935, SET IN THE TOP
 DO0827'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 DO0827'ABOVE THE GROUND SURFACE.  IT IS ABOUT 500 FEET NORTHEAST
 DO0827'OF THE SOUTHWEST END OF RIDGE.
 DO0827'
 DO0827'REFERENCE MARK 1, A STANDARD DISK STAMPED KEMP NO 1 1935,
 DO0827'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 DO0827'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 DO0827'
 DO0827'REFERENCE MARK 2, A STANDARD DISK STAMPED KEMP NO 2 1935, IS
 DO0827'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 DO0827'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 DO0827'
 DO0827'AZIMUTH MARK, A STANDARD DISK STAMPED KEMP 1935, IS SET IN
 DO0827'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DO0827'6 INCHES ABOVE THE GROUND SURFACE.
 DO0827'
 DO0827'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 FEET.
 DO0827'
 DO0827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18-1/2 MILES
 DO0827'NORTH-NORTHEAST OF SEYMOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0351 ***********************************************************************
 CS0351  DESIGNATION -  KEMP AZ MK
 CS0351  PID         -  CS0351
 CS0351  STATE/COUNTY-  TX/KAUFMAN
 CS0351  USGS QUAD   -  KEMP (1981)
 CS0351
 CS0351                         *CURRENT SURVEY CONTROL
 CS0351  ___________________________________________________________________
 CS0351* NAD 83(1986)-  32 25 39.     (N)    096 12 52.     (W)     SCALED    
 CS0351* NAVD 88     -       117.645  (meters)     385.97   (feet)  ADJUSTED  
 CS0351  ___________________________________________________________________
 CS0351  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0351  DYNAMIC HT  -         117.512 (meters)     385.54  (feet)  COMP
 CS0351  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 CS0351
 CS0351  VERT ORDER  -  SECOND    CLASS 0
 CS0351
 CS0351.The horizontal coordinates were scaled from a topographic map and have
 CS0351.an estimated accuracy of +/- 6 seconds.
 CS0351
 CS0351.The orthometric height was determined by differential leveling
 CS0351.and adjusted by the National Geodetic Survey in June 1991..
 CS0351
 CS0351.The geoid height was determined by GEOID03.
 CS0351
 CS0351.The dynamic height is computed by dividing the NAVD 88
 CS0351.geopotential number by the normal gravity value computed on the
 CS0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0351.degrees latitude (g = 980.6199 gals.).
 CS0351
 CS0351.The modeled gravity was interpolated from observed gravity values.
 CS0351
 CS0351;                    North         East    Units  Estimated Accuracy
 CS0351;SPC TXNC     - 2,086,710.      814,930.      MT  (+/- 180 meters Scaled)
 CS0351
 CS0351                          SUPERSEDED SURVEY CONTROL
 CS0351
 CS0351  NGVD 29 (??/??/92)  117.660  (m)          386.02   (f) ADJ UNCH    2 0
 CS0351
 CS0351.Superseded values are not recommended for survey control.
 CS0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0351.See file dsdata.txt to determine how the superseded data were derived.
 CS0351
 CS0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA619912(NAD 83)
 CS0351_MARKER: DZ = AZIMUTH MARK DISK
 CS0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0351_STAMPING: KEMP 1947
 CS0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0351+STABILITY: SURFACE MOTION
 CS0351
 CS0351  HISTORY     - Date     Condition        Report By
 CS0351  HISTORY     - 1947     MONUMENTED       CGS
 CS0351  HISTORY     - 1948     GOOD             NGS
 CS0351
 CS0351                          STATION DESCRIPTION
 CS0351
 CS0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0351'1.0 MI SE FROM KEMP.
 CS0351'1.0 MILE SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE GRAMMAR SCHOOL AT
 CS0351'KEMP, 0.2 MILE NORTHWEST OF A ROAD INTERSECTION, ON TOP OF A RISE,
 CS0351'64.6 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET
 CS0351'SOUTHEAST OF A REFERENCE POST, 0.8 FOOT NORTHEAST OF A FENCE, AND SET
 CS0351'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2625 ***********************************************************************
 CS2625  DESIGNATION -  KEMP MUNICIPAL TANK
 CS2625  PID         -  CS2625
 CS2625  STATE/COUNTY-  TX/KAUFMAN
 CS2625  USGS QUAD   -  KEMP (1981)
 CS2625
 CS2625                         *CURRENT SURVEY CONTROL
 CS2625  ___________________________________________________________________
 CS2625* NAD 83(1993)-  32 26 35.23875(N)    096 13 51.06852(W)     ADJUSTED  
 CS2625* NAVD 88     -                                                        
 CS2625  ___________________________________________________________________
 CS2625  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 CS2625  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS2625
 CS2625  HORZ ORDER  -  THIRD
 CS2625
 CS2625.The horizontal coordinates were established by classical geodetic methods
 CS2625.and adjusted by the National Geodetic Survey in February 1996..
 CS2625
 CS2625
 CS2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2625
 CS2625.The geoid height was determined by GEOID03.
 CS2625
 CS2625;                    North         East     Units Scale Factor Converg.
 CS2625;SPC TXNC     - 2,088,406.239   813,349.435   MT  0.99992862   +1 14 15.3
 CS2625;SPC TXNC     - 6,851,712.80  2,668,463.94   sFT  0.99992862   +1 14 15.3
 CS2625;UTM  14      - 3,592,930.717   760,338.372   MT  1.00043586   +1 29 11.0
 CS2625
 CS2625                          SUPERSEDED SURVEY CONTROL
 CS2625
 CS2625  NAD 83(1986)-  32 26 35.24604(N)    096 13 51.05237(W) AD(       ) 4
 CS2625  NAD 27      -  32 26 34.73600(N)    096 13 50.12900(W) AD(       ) 3
 CS2625
 CS2625.Superseded values are not recommended for survey control.
 CS2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2625.See file dsdata.txt to determine how the superseded data were derived.
 CS2625
 CS2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6033892931(NAD 83)
 CS2625_MARKER: 53 = ELEVATED TANK
 CS2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2625+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 CS2625
 CS2625  HISTORY     - Date     Condition        Report By
 CS2625  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2625  HISTORY     - 1949     GOOD             TXHD
 CS2625  HISTORY     - 1949     GOOD             CGS
 CS2625  HISTORY     - 20040712 GOOD             USPSQD
 CS2625
 CS2625                          STATION DESCRIPTION
 CS2625
 CS2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2625'IT IS LOCATED IN THE NORTH EDGE OF THE TOWN OF KEMP, 75 FEET
 CS2625'EAST OF THE JUNCTION OF U.S. HIGHWAY 175 AND STATE ROUTE 224.
 CS2625'
 CS2625'IT IS AN ELEVATED TANK SET ON A FOUR-LEGGED STEEL STRUCTURE,
 CS2625'PAINTED BLACK WITH WHITE LETTERING KEMP PAINTED ON ITS EAST
 CS2625'AND WEST SIDES AND HAS AN OVERALL HEIGHT OF ABOUT 130 FEET.
 CS2625
 CS2625                          STATION RECOVERY (1949)
 CS2625
 CS2625'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (FJ)
 CS2625'CITY MAP AND AERIAL PHOTOS SHOW TANK TO BE SOUTH OF INTERSECTION
 CS2625'OF U.S. 175 AND SH 274, INSTEAD OF EAST OF INTERSECTION OF
 CS2625'U.S. 175 AND S.H. 224.
 CS2625
 CS2625                          STATION RECOVERY (1949)
 CS2625
 CS2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2625'STATION WAS RECOVERED AS DESCRIBED BY C.A. GEORGE IN 1947
 CS2625'AND FOUND TO BE IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 CS2625'ADEQUATE.
 CS2625
 CS2625                          STATION RECOVERY (2004)
 CS2625
 CS2625'RECOVERY NOTE BY US POWER SQUADRON 2004
 CS2625'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0349 ***********************************************************************
 CS0349  DESIGNATION -  KEMP RM 1
 CS0349  PID         -  CS0349
 CS0349  STATE/COUNTY-  TX/KAUFMAN
 CS0349  USGS QUAD   -  KEMP (1981)
 CS0349
 CS0349                         *CURRENT SURVEY CONTROL
 CS0349  ___________________________________________________________________
 CS0349* NAD 83(1986)-  32 25 21.     (N)    096 12 19.     (W)     SCALED    
 CS0349* NAVD 88     -       123.806  (meters)     406.19   (feet)  ADJUSTED  
 CS0349  ___________________________________________________________________
 CS0349  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0349  DYNAMIC HT  -         123.666 (meters)     405.73  (feet)  COMP
 CS0349  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CS0349
 CS0349  VERT ORDER  -  SECOND    CLASS 0
 CS0349
 CS0349.The horizontal coordinates were scaled from a topographic map and have
 CS0349.an estimated accuracy of +/- 6 seconds.
 CS0349
 CS0349.The orthometric height was determined by differential leveling
 CS0349.and adjusted by the National Geodetic Survey in June 1991..
 CS0349
 CS0349.The geoid height was determined by GEOID03.
 CS0349
 CS0349.The dynamic height is computed by dividing the NAVD 88
 CS0349.geopotential number by the normal gravity value computed on the
 CS0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0349.degrees latitude (g = 980.6199 gals.).
 CS0349
 CS0349.The modeled gravity was interpolated from observed gravity values.
 CS0349
 CS0349;                    North         East    Units  Estimated Accuracy
 CS0349;SPC TXNC     - 2,086,170.      815,800.      MT  (+/- 180 meters Scaled)
 CS0349
 CS0349                          SUPERSEDED SURVEY CONTROL
 CS0349
 CS0349  NGVD 29 (??/??/92)  123.821  (m)          406.24   (f) ADJ UNCH    2 0
 CS0349
 CS0349.Superseded values are not recommended for survey control.
 CS0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0349.See file dsdata.txt to determine how the superseded data were derived.
 CS0349
 CS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA628907(NAD 83)
 CS0349_MARKER: DR = REFERENCE MARK DISK
 CS0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0349_STAMPING: KEMP NO 1 1947
 CS0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0349+STABILITY: SURFACE MOTION
 CS0349
 CS0349  HISTORY     - Date     Condition        Report By
 CS0349  HISTORY     - 1947     MONUMENTED       CGS
 CS0349  HISTORY     - 1948     GOOD             NGS
 CS0349
 CS0349                          STATION DESCRIPTION
 CS0349
 CS0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0349'1.6 MI SE FROM KEMP.
 CS0349'1.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE GRAMMAR SCHOOL AT
 CS0349'KEMP, 359.5 FEET NORTHWEST OF THE CENTER LINE OF A ROAD LEADING
 CS0349'NORTHEAST, 75.5 FEET SOUTHEAST OF TRIANGULATION STATION KEMP 1947,
 CS0349'65.3 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 36.4 FEET
 CS0349'SOUTHEAST OF THE SOUTHEAST END OF A WOODEN GATE, AND SET IN THE TOP OF
 CS0349'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0350 ***********************************************************************
 CS0350  DESIGNATION -  KEMP RM 2
 CS0350  PID         -  CS0350
 CS0350  STATE/COUNTY-  TX/KAUFMAN
 CS0350  USGS QUAD   -  KEMP (1981)
 CS0350
 CS0350                         *CURRENT SURVEY CONTROL
 CS0350  ___________________________________________________________________
 CS0350* NAD 83(1986)-  32 25 21.     (N)    096 12 19.     (W)     SCALED    
 CS0350* NAVD 88     -       124.076  (meters)     407.07   (feet)  ADJUSTED  
 CS0350  ___________________________________________________________________
 CS0350  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CS0350  DYNAMIC HT  -         123.936 (meters)     406.61  (feet)  COMP
 CS0350  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CS0350
 CS0350  VERT ORDER  -  SECOND    CLASS 0
 CS0350
 CS0350.The horizontal coordinates were scaled from a topographic map and have
 CS0350.an estimated accuracy of +/- 6 seconds.
 CS0350
 CS0350.The orthometric height was determined by differential leveling
 CS0350.and adjusted by the National Geodetic Survey in June 1991..
 CS0350
 CS0350.The geoid height was determined by GEOID03.
 CS0350
 CS0350.The dynamic height is computed by dividing the NAVD 88
 CS0350.geopotential number by the normal gravity value computed on the
 CS0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0350.degrees latitude (g = 980.6199 gals.).
 CS0350
 CS0350.The modeled gravity was interpolated from observed gravity values.
 CS0350
 CS0350;                    North         East    Units  Estimated Accuracy
 CS0350;SPC TXNC     - 2,086,170.      815,800.      MT  (+/- 180 meters Scaled)
 CS0350
 CS0350                          SUPERSEDED SURVEY CONTROL
 CS0350
 CS0350  NGVD 29 (??/??/92)  124.091  (m)          407.12   (f) ADJ UNCH    2 0
 CS0350
 CS0350.Superseded values are not recommended for survey control.
 CS0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0350.See file dsdata.txt to determine how the superseded data were derived.
 CS0350
 CS0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA628907(NAD 83)
 CS0350_MARKER: DR = REFERENCE MARK DISK
 CS0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0350_STAMPING: KEMP NO 2 1947
 CS0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0350+STABILITY: SURFACE MOTION
 CS0350
 CS0350  HISTORY     - Date     Condition        Report By
 CS0350  HISTORY     - 1947     MONUMENTED       CGS
 CS0350  HISTORY     - 1948     GOOD             NGS
 CS0350
 CS0350                          STATION DESCRIPTION
 CS0350
 CS0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 CS0350'1.6 MI SE FROM KEMP.
 CS0350'1.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE GRAMMAR SCHOOL AT
 CS0350'KEMP, 418.0 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A ROAD
 CS0350'LEADING NORTHEAST, 122.5 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM
 CS0350'TRIANGULATION STATION KEMP 1947, 65.2 FEET SOUTHWEST OF THE CENTER
 CS0350'LINE OF THE HIGHWAY, 0.6 FOOT NORTHEAST OF A FENCE, AND SET IN THE TOP
 CS0350'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1016 ***********************************************************************
 CA1016  DESIGNATION -  KEMP RM A 1967
 CA1016  PID         -  CA1016
 CA1016  STATE/COUNTY-  TX/SAN SABA
 CA1016  USGS QUAD   -  BEAR HOLLOW (1959)
 CA1016
 CA1016                         *CURRENT SURVEY CONTROL
 CA1016  ___________________________________________________________________
 CA1016* NAD 83(1993)-  31 00 41.04000(N)    098 42 18.02907(W)     ADJUSTED  
 CA1016* NAVD 88     -       483.98   (+/-2cm)    1587.9    (feet)  VERTCON   
 CA1016  ___________________________________________________________________
 CA1016  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 CA1016  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CA1016
 CA1016  HORZ ORDER  -  FIRST
 CA1016  VERT ORDER  -  THIRD ? (See Below)
 CA1016
 CA1016.The horizontal coordinates were established by classical geodetic methods
 CA1016.and adjusted by the National Geodetic Survey in February 1996..
 CA1016
 CA1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1016.The vertical order pertains to the NGVD 29 superseded value.
 CA1016
 CA1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1016
 CA1016.The geoid height was determined by GEOID03.
 CA1016
 CA1016;                    North         East     Units Scale Factor Converg.
 CA1016;SPC TX C     - 3,150,208.244   855,469.562   MT  0.99988176   +0 50 19.3
 CA1016;SPC TX C     -10,335,308.21  2,806,653.05   sFT  0.99988176   +0 50 19.3
 CA1016;UTM  14      - 3,430,902.688   528,158.425   MT  0.99960978   +0 09 07.1
 CA1016
 CA1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1016!SPC TX C     -   0.99992773  x   0.99988176  =   0.99980950
 CA1016!UTM  14      -   0.99992773  x   0.99960978  =   0.99953754
 CA1016
 CA1016:                Primary Azimuth Mark                     Grid Az
 CA1016:SPC TX C     -  BARNES                                   093 52 49.0
 CA1016:UTM  14      -  BARNES                                   094 34 01.2
 CA1016
 CA1016|---------------------------------------------------------------------|
 CA1016| PID    Reference Object                     Distance      Geod. Az  |
 CA1016|                                                           dddmmss.s |
 CA1016| BN0681 BARNES                              APPROX.15.6 KM 0944308.3 |
 CA1016| CA1015 KEMP                                 24.108 METERS 14813     |
 CA1016|---------------------------------------------------------------------|
 CA1016
 CA1016                          SUPERSEDED SURVEY CONTROL
 CA1016
 CA1016  NAD 83(1986)-  31 00 41.05063(N)    098 42 18.01483(W) AD(       ) 1
 CA1016  NAD 27      -  31 00 40.44052(N)    098 42 16.87155(W) AD(       ) 1
 CA1016  NGVD 29 (07/19/86)  483.92   (m)         1587.7    (f) LEVELING    3  
 CA1016
 CA1016.Superseded values are not recommended for survey control.
 CA1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1016.See file dsdata.txt to determine how the superseded data were derived.
 CA1016
 CA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV2815830903(NAD 83)
 CA1016_MARKER: DS = TRIANGULATION STATION DISK
 CA1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA1016+STABILITY: SURFACE MOTION
 CA1016
 CA1016  HISTORY     - Date     Condition        Report By
 CA1016  HISTORY     - 1967     MONUMENTED       CGS
 CA1016
 CA1016                          STATION DESCRIPTION
 CA1016
 CA1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 CA1016'THE STATION IS ABOUT 13 MILES SOUTH OF SAN SABA, 2-1/2 MILES
 CA1016'NORTH OF CHEROKEE, 1/2 MILE EAST OF STATE HIGHWAY 16, ON A LOW
 CA1016'RIDGE THAT BREAKS OFF SHARPLY TO THE SOUTH AND ON PROPERTY OF
 CA1016'THE YATES RANCH, UNDER LEASE BY MR. M.L. BAGLEY.
 CA1016'
 CA1016'THE STATION MARK IS A STANDARD DISK, STAMPED KEMP RM A 1967,
 CA1016'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST AND
 CA1016'PROJECTS 6-INCHES ABOVE THE SURFACE.  IT IS 91.5 FEET NORTHEAST
 CA1016'OF A FENCE CORNER AND 95 FEET NORTHWEST OF A FENCE AND METAL
 CA1016'WITNESS POST WITH SIGN ATTACHED.
 CA1016'
 CA1016'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KEMP
 CA1016'1967, NOTE DISTANCE AND DIRECTION.
 CA1016'
 CA1016'TO REACH THE STATION FROM THE POST OFFICE IN CHEROKEE, GO NORTH
 CA1016'ON STATE HIGHWAY 16 FOR 2.1 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 CA1016'ON THE HIGHWAY FOR 100 YARDS TO A WIRE GATE ON THE RIGHT.  TURN
 CA1016'RIGHT THROUGH GATE AND GO EAST AND SOUTHEAST ON DIM TRACK ROAD
 CA1016'FOR 0.45 MILE TO THE TOP OF THE RIDGE, OPEN AREA, FENCE, AND STATION
 CA1016'KEMP.  KEMP RM A IS 79.093 FEET NW OF STATION KEMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0648 ***********************************************************************
 BN0648  DESIGNATION -  KENDALIA
 BN0648  PID         -  BN0648
 BN0648  STATE/COUNTY-  TX/KENDALL
 BN0648  USGS QUAD   -  CRABAPPLE CREEK (1963)
 BN0648
 BN0648                         *CURRENT SURVEY CONTROL
 BN0648  ___________________________________________________________________
 BN0648* NAD 83(1993)-  30 01 02.76722(N)    098 32 31.92160(W)     ADJUSTED  
 BN0648* NAVD 88     -       587.     (meters)    1926.     (feet)  SCALED    
 BN0648  ___________________________________________________________________
 BN0648  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 BN0648  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 BN0648
 BN0648  HORZ ORDER  -  SECOND
 BN0648
 BN0648.The horizontal coordinates were established by classical geodetic methods
 BN0648.and adjusted by the National Geodetic Survey in February 1996..
 BN0648
 BN0648.The orthometric height was scaled from a topographic map.
 BN0648
 BN0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0648
 BN0648.The geoid height was determined by GEOID03.
 BN0648
 BN0648;                    North         East     Units Scale Factor Converg.
 BN0648;SPC TXSC     - 4,242,148.078   644,160.625   MT  0.99993400   +0 13 27.4
 BN0648;SPC TXSC     -13,917,780.82  2,113,383.65   sFT  0.99993400   +0 13 27.4
 BN0648;SPC TX C     - 3,040,277.063   872,786.898   MT  1.00002797   +0 55 21.1
 BN0648;SPC TX C     - 9,974,642.33  2,863,468.35   sFT  1.00002797   +0 55 21.1
 BN0648;UTM  14      - 3,320,805.563   544,146.224   MT  0.99962404   +0 13 44.5
 BN0648
 BN0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0648!SPC TXSC     -   0.99991150  x   0.99993400  =   0.99984551
 BN0648!SPC TX C     -   0.99991150  x   1.00002797  =   0.99993947
 BN0648!UTM  14      -   0.99991150  x   0.99962404  =   0.99953557
 BN0648
 BN0648:                Primary Azimuth Mark                     Grid Az
 BN0648:SPC TXSC     -  KENDALIA AZ MK                           005 21 05.4
 BN0648:SPC TX C     -  KENDALIA AZ MK                           004 39 11.7
 BN0648:UTM  14      -  KENDALIA AZ MK                           005 20 48.3
 BN0648
 BN0648|---------------------------------------------------------------------|
 BN0648| PID    Reference Object                     Distance      Geod. Az  |
 BN0648|                                                           dddmmss.s |
 BN0648| CV5342 KENDALIA AZ MK                                     0053432.8 |
 BN0648| CV5343 KENDALIA RM 1                        24.641 METERS 19908     |
 BN0648| CV5344 KENDALIA RM 2                        24.830 METERS 31415     |
 BN0648|---------------------------------------------------------------------|
 BN0648
 BN0648                          SUPERSEDED SURVEY CONTROL
 BN0648
 BN0648  NAD 83(1986)-  30 01 02.77593(N)    098 32 31.90602(W) AD(       ) 2
 BN0648  NAD 27      -  30 01 02.01370(N)    098 32 30.82180(W) AD(       ) 2
 BN0648
 BN0648.Superseded values are not recommended for survey control.
 BN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0648.See file dsdata.txt to determine how the superseded data were derived.
 BN0648
 BN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU4414620806(NAD 83)
 BN0648_MARKER: DS = TRIANGULATION STATION DISK
 BN0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0648
 BN0648  HISTORY     - Date     Condition        Report By
 BN0648  HISTORY     - 1956     MONUMENTED       CGS
 BN0648  HISTORY     - 19940330 MARK NOT FOUND   USPSQD
 BN0648
 BN0648                          STATION DESCRIPTION
 BN0648
 BN0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0648'THE STATION IS ABOUT 4 MILES NORTHWEST OF KENDALIA, ON THE
 BN0648'HIGH POINT OF THE DIVIDE BETWEEN THE PEDERNALES AND GUADALUPE
 BN0648'RIVERS, 134 FEET WEST OF THE CENTER OF A TRACK ROAD, 34 FEET
 BN0648'WEST OF A TRIANGULAR-BLAZED 20-INCH OAK TREE AND 5 FEET
 BN0648'EAST OF A 4 IN X 4 IN WHITE WITNESS POST.  IT IS ON THE
 BN0648'PROPERTY OF DR. EDWARD H. SCHWAB OF 611 U.S. NATIONAL BANK
 BN0648'BUILDING, GALVESTON, TEXAS.
 BN0648'
 BN0648'TO REACH THE STATION FROM THE POST OFFICE IN KENDALIA, GO
 BN0648'WEST AND NORTH ON FARM ROAD 473 FOR 1.8 MILES TO A SIDE ROAD
 BN0648'ON THE RIGHT, TURN RIGHT AND GO EAST FOR 0.7 MILE TO A PRIVATE
 BN0648'ROAD ON THE RIGHT (THIS IS THE HOME OF MR. RALPH KNEUPPER,
 BN0648'THE RANCH FOREMAN, WHO WILL FURNISH A KEY FOR THE LOCKED
 BN0648'GATE NEAR THE STATION), CONTINUE EAST FOR 1.15 MILES TO
 BN0648'A CROSS ROAD, TURN LEFT ON THE CROSS ROAD AND GO NORTHWESTERLY
 BN0648'FOR 2.15 MILES TO A WIRE GATE ON THE LEFT JUST BEFORE REACHING
 BN0648'A CATTLE GUARD, TURN LEFT, PASSING THROUGH THE GATE AND GO
 BN0648'SOUTHERLY FOR 0.15 MILE TO A FORK, TAKE THE RIGHT ROAD AND
 BN0648'GO 0.15 MILE TO THE LOCKED GATE, PASS THROUGH THE GATE AND
 BN0648'CONTINUE SOUTH FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 BN0648'RIGHT AS DESCRIBED, CONTINUE SOUTH FOR 0.2 MILE TO THE
 BN0648'STATION ON THE RIGHT.
 BN0648'
 BN0648'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 BN0648'KENDALIA 1956.
 BN0648'
 BN0648'REFERENCE MARK 1 IS 79 FEET SOUTH OF THE 20-INCH OAK TREE.
 BN0648'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 BN0648'KENDALIA NO 1 1956.
 BN0648'
 BN0648'REFERENCE MARK 2 IS 115 FEET WEST OF THE 20-INCH OAK TREE.
 BN0648'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED KENDALIA
 BN0648'NO 2 1956.
 BN0648'
 BN0648'THE AZIMUTH MARK IS 10 FEET WEST OF THE CENTER OF THE TRACK ROAD
 BN0648'AND 2 FEET EAST OF A 4 IN X 4 IN WHITE WITNESS POST.  THE
 BN0648'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED KENDALIA
 BN0648'1956.
 BN0648'
 BN0648'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BN0648
 BN0648                          STATION RECOVERY (1994)
 BN0648
 BN0648'RECOVERY NOTE BY US POWER SQUADRON 1994
 BN0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0658 ***********************************************************************
 BN0658  DESIGNATION -  KENDALL
 BN0658  PID         -  BN0658
 BN0658  STATE/COUNTY-  TX/KERR
 BN0658  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0658
 BN0658                         *CURRENT SURVEY CONTROL
 BN0658  ___________________________________________________________________
 BN0658* NAD 83(1993)-  30 05 45.35465(N)    098 55 22.65418(W)     ADJUSTED  
 BN0658* NAVD 88     -       637.     (meters)    2090.     (feet)  SCALED    
 BN0658  ___________________________________________________________________
 BN0658  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 BN0658  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 BN0658
 BN0658  HORZ ORDER  -  FIRST
 BN0658
 BN0658.The horizontal coordinates were established by classical geodetic methods
 BN0658.and adjusted by the National Geodetic Survey in February 1996..
 BN0658
 BN0658.The orthometric height was scaled from a topographic map.
 BN0658
 BN0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0658
 BN0658.The geoid height was determined by GEOID03.
 BN0658
 BN0658;                    North         East     Units Scale Factor Converg.
 BN0658;SPC TXSC     - 4,250,765.196   607,425.829   MT  0.99995124   +0 02 15.9
 BN0658;SPC TXSC     -13,946,052.15  1,992,862.91   sFT  0.99995124   +0 02 15.9
 BN0658;SPC TX C     - 3,048,449.552   835,947.769   MT  1.00000560   +0 43 35.1
 BN0658;SPC TX C     -10,001,454.91  2,742,605.31   sFT  1.00000560   +0 43 35.1
 BN0658;UTM  14      - 3,329,417.959   507,423.223   MT  0.99960068   +0 02 19.1
 BN0658
 BN0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0658!SPC TXSC     -   0.99990347  x   0.99995124  =   0.99985472
 BN0658!SPC TX C     -   0.99990347  x   1.00000560  =   0.99990907
 BN0658!UTM  14      -   0.99990347  x   0.99960068  =   0.99950419
 BN0658
 BN0658|---------------------------------------------------------------------|
 BN0658| PID    Reference Object                     Distance      Geod. Az  |
 BN0658|                                                           dddmmss.s |
 BN0658| CV5345 KENDALL RM 1                         18.638 METERS 03044     |
 BN0658| BN0505 KENDALL AZ MK                       474.409 METERS 2080252.6 |
 BN0658| BN0507 KENDALL 2                            34.192 METERS 27558     |
 BN0658| CV5346 KENDALL RM 2                         24.240 METERS 31302     |
 BN0658|---------------------------------------------------------------------|
 BN0658
 BN0658                          SUPERSEDED SURVEY CONTROL
 BN0658
 BN0658  NAD 83(1986)-  30 05 45.36292(N)    098 55 22.64006(W) AD(       ) 1
 BN0658  NAD 27      -  30 05 44.60510(N)    098 55 21.50350(W) AD(       ) 1
 BN0658
 BN0658.Superseded values are not recommended for survey control.
 BN0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0658.See file dsdata.txt to determine how the superseded data were derived.
 BN0658
 BN0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0742329418(NAD 83)
 BN0658_MARKER: DS = TRIANGULATION STATION DISK
 BN0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0658_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0658
 BN0658  HISTORY     - Date     Condition        Report By
 BN0658  HISTORY     - 1956     MONUMENTED       CGS
 BN0658  HISTORY     - 1960     SEE DESCRIPTION  CGS
 BN0658
 BN0658                          STATION DESCRIPTION
 BN0658
 BN0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0658'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHWEST OF
 BN0658'FREDERICKSBURG, ABOUT 9 MILES NORTH OF COMFORT, ABOUT 1000
 BN0658'FEET NORTH OF A DRIVEWAY LEADING TO A RANCH HOUSE, 41 FEET
 BN0658'EAST OF THE CENTERLINE OF U.S. HIGHWAY 87, 8 FEET WEST OF
 BN0658'A WIRE FENCE AND 7 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS
 BN0658'POST.
 BN0658'
 BN0658'TO REACH FROM JUNCTION OF U.S. HIGHWAY 87 AND U.S. HIGHWAY
 BN0658'290, IN THE TOWN OF FREDERICKSBURG.  GO SOUTH AND SOUTHWEST,
 BN0658'ON U.S. HIGHWAY 87, FOR 12.75 MILES TO THE STATION ON THE
 BN0658'LEFT HAND SIDE OF THE ROAD.  FROM THIS POINT, GO SOUTH ON
 BN0658'U.S. HIGHWAY 87 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 BN0658'RIGHT HAND SIDE OF THE ROAD.
 BN0658'
 BN0658'THE STATION MARK PROJECTS 2 INCHES AND IS STAMPED KENDALL 1956.
 BN0658'
 BN0658'REFERENCE MARK 1 IS 44 FEET EAST OF THE CENTERLINE OF U.S.
 BN0658'HIGHWAY 87, 7 FEET WEST OF A WIRE FENCE AND AT ABOUT THE SAME
 BN0658'ELEVATION AS THE STATION.  IT PROJECTS 2 INCHES AND IS STAMPED
 BN0658'KENDALL NO 1 1956.
 BN0658'
 BN0658'REFERENCE MARK 2 IS 37 FEET WEST OF THE CENTERLINE OF U.S.
 BN0658'HIGHWAY 87, 15 FEET EAST OF A WIRE FENCE AND ABOUT 3 FEET
 BN0658'LOWER THAN THE STATION.  IT IS FLUSH WITH THE SURFACE OF
 BN0658'THE GROUND AND IS STAMPED KENDALL NO 2 1956.
 BN0658'
 BN0658'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION,
 BN0658'41 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 87, 10
 BN0658'FEET SOUTHEAST OF A WIRE FENCE AND 5 FEET SOUTHEAST OF A
 BN0658'WHITE 4 IN X 4 IN WITNESS POST.  IT PROJECTS 1 INCH AND
 BN0658'IS STAMPED KENDALL 1956.
 BN0658'
 BN0658'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BN0658
 BN0658                          STATION RECOVERY (1960)
 BN0658
 BN0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 BN0658'THE STATION, TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 BN0658'CONDITION AS DESCRIBED.  THE STATION AND THE TWO REFERENCE
 BN0658'MARKS WERE IN NEW HIGHWAY CONSTRUCTION AREAS AND WERE REMOVED
 BN0658'AFTER KENDALL 2 1960 WAS ESTABLISHED IN THE VICINITY.  THE
 BN0658'AZIMUTH MARK WAS OUT OF THE CONSTRUCTION AREA AND WAS ESTABLISHED
 BN0658'FOR AZIMUTH FOR KENDALL 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0507 ***********************************************************************
 BN0507  DESIGNATION -  KENDALL 2
 BN0507  PID         -  BN0507
 BN0507  STATE/COUNTY-  TX/KERR
 BN0507  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0507
 BN0507                         *CURRENT SURVEY CONTROL
 BN0507  ___________________________________________________________________
 BN0507* NAD 83(1993)-  30 05 45.47000(N)    098 55 23.92424(W)     ADJUSTED  
 BN0507* NAVD 88     -       638.737  (meters)    2095.59   (feet)  ADJUSTED  
 BN0507  ___________________________________________________________________
 BN0507  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 BN0507  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 BN0507  DYNAMIC HT  -         637.827 (meters)    2092.60  (feet)  COMP
 BN0507  MODELED GRAV-     979,195.1   (mgal)                       NAVD 88
 BN0507
 BN0507  HORZ ORDER  -  SECOND
 BN0507  VERT ORDER  -  FIRST     CLASS II
 BN0507
 BN0507.The horizontal coordinates were established by classical geodetic methods
 BN0507.and adjusted by the National Geodetic Survey in February 1996..
 BN0507.No horizontal observational check was made to the station.
 BN0507
 BN0507.The orthometric height was determined by differential leveling
 BN0507.and adjusted by the National Geodetic Survey in June 1991..
 BN0507
 BN0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0507
 BN0507.The geoid height was determined by GEOID03.
 BN0507
 BN0507.The dynamic height is computed by dividing the NAVD 88
 BN0507.geopotential number by the normal gravity value computed on the
 BN0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0507.degrees latitude (g = 980.6199 gals.).
 BN0507
 BN0507.The modeled gravity was interpolated from observed gravity values.
 BN0507
 BN0507;                    North         East     Units Scale Factor Converg.
 BN0507;SPC TXSC     - 4,250,768.725   607,391.822   MT  0.99995125   +0 02 15.3
 BN0507;SPC TXSC     -13,946,063.73  1,992,751.34   sFT  0.99995125   +0 02 15.3
 BN0507;SPC TX C     - 3,048,452.672   835,913.719   MT  1.00000559   +0 43 34.5
 BN0507;SPC TX C     -10,001,465.14  2,742,493.59   sFT  1.00000559   +0 43 34.5
 BN0507;UTM  14      - 3,329,421.486   507,389.227   MT  0.99960067   +0 02 18.4
 BN0507
 BN0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0507!SPC TXSC     -   0.99990321  x   0.99995125  =   0.99985447
 BN0507!SPC TX C     -   0.99990321  x   1.00000559  =   0.99990880
 BN0507!UTM  14      -   0.99990321  x   0.99960067  =   0.99950392
 BN0507
 BN0507|---------------------------------------------------------------------|
 BN0507| PID    Reference Object                     Distance      Geod. Az  |
 BN0507|                                                           dddmmss.s |
 BN0507| BN0658 KENDALL                              34.192 METERS 09558     |
 BN0507| BN0505 KENDALL AZ MK                       462.640 METERS 2040715.1 |
 BN0507| BN0506 KENDALL 2 RM 1                       14.408 METERS 20520     |
 BN0507| CV5347 KENDALL 2 RM 2                       23.674 METERS 33131     |
 BN0507|---------------------------------------------------------------------|
 BN0507
 BN0507                          SUPERSEDED SURVEY CONTROL
 BN0507
 BN0507  NAD 83(1986)-  30 05 45.47827(N)    098 55 23.91012(W) AD(       ) 2
 BN0507  NAD 27      -  30 05 44.72050(N)    098 55 22.77350(W) AD(       ) 2
 BN0507
 BN0507.Superseded values are not recommended for survey control.
 BN0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0507.See file dsdata.txt to determine how the superseded data were derived.
 BN0507
 BN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0738929421(NAD 83)
 BN0507_MARKER: DS = TRIANGULATION STATION DISK
 BN0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0507_SP_SET: CONCRETE POST
 BN0507_STAMPING: KENDALL 2 1960
 BN0507_MARK LOGO: CGS   
 BN0507_PROJECTION: FLUSH
 BN0507_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0507+STABILITY: SURFACE MOTION
 BN0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0507+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 BN0507
 BN0507  HISTORY     - Date     Condition        Report By
 BN0507  HISTORY     - 1960     MONUMENTED       CGS
 BN0507  HISTORY     - 1982     GOOD             NGS
 BN0507  HISTORY     - 19970811 GOOD             TXDOT
 BN0507  HISTORY     - 20050303 GOOD             USPSQD
 BN0507
 BN0507                          STATION DESCRIPTION
 BN0507
 BN0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WCR)
 BN0507'THE STATION IS LOCATED ABOUT 12 MILES SOUTH, SOUTHWEST OF
 BN0507'FREDERICKSBURG, ABOUT 9 MILES NORTH OF COMFORT AND ABOUT
 BN0507'0.15 MILE NORTH OF THE ENTRANCE ROAD AND GATE TO A SET OF
 BN0507'RANCH BUILDINGS THAT ARE ABOUT 0.15 MILE WEST OF THE HIGHWAY.
 BN0507'IT IS APPROXIMATELY IN FRONT OF OR EAST OF THE RED BARNS OF
 BN0507'THE RANCH, 2 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE OF
 BN0507'HIGHWAY NO. U.S. 87 AND ABOUT 25 FEET SOUTHWEST OF A 12 INCH
 BN0507'OAK TREE.
 BN0507'
 BN0507'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED KENDALL 2
 BN0507'1960 NO. 1 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES,
 BN0507'1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE AND IS 5 FEET SOUTH
 BN0507'OF HIGHWAY SURVEY STATION 1307.
 BN0507'
 BN0507'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED KENDALL 2
 BN0507'1960 NO. 2 SET IN A BEDROCK OUTCROP ABOUT 20 YARDS WEST OF
 BN0507'THE WEST RIGHT-OF-WAY FENCE LINE AND ALONG A PASTURE SLOPE,
 BN0507'ABOUT FLUSH WITH THE SURFACE.
 BN0507'
 BN0507'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KENDALL 1956
 BN0507'SET IN BEDROCK OUTCROP, 10 FEET EAST OF THE WEST RIGHT-OF-WAY
 BN0507'FENCE, 5 FEET SOUTHEAST OF A 4 X 4 POST AND ABOUT 100 YARDS
 BN0507'SOUTHWEST OF A CULVERT.  IT IS ABOUT FLUSH WITH THE SURFACE
 BN0507'OF THE GROUND.
 BN0507'
 BN0507'TO REACH FROM THE JUNCTION OF HIGHWAYS NOS. 87 AND 290 AT
 BN0507'THE NEMITZ HOTEL IN FREDERICKS.  GO SOUTH OF U.S. NO. 87, 12.7
 BN0507'MILES TO THE STATION ON THE RIGHT WHICH IS MARKED WITH A
 BN0507'STANDARD DISK STAMPED KENDALL 2 1960 IN A CONCRETE POST WHICH
 BN0507'PROJECTS ABOUT 4 INCHES.
 BN0507'
 BN0507'TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON THE HIGHWAY 0.3
 BN0507'MILE TO THE RIGHT AS DESCRIBED.
 BN0507
 BN0507                          STATION RECOVERY (1982)
 BN0507
 BN0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0507'13.7 KM (8.55 MI) NORTH FROM COMFORT.
 BN0507'13.7 KM (8.55 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0507'INTERSTATE HIGHWAY 10 IN COMFORT, 0.2 KM (0.1 MI) NORTH OF AN ASPHALT
 BN0507'ROAD LEADING WEST TO A HOUSE AND 0.5 KM (0.3 MI) NORTH OF KENDALL 1956
 BN0507'AZ MK, 23.4 METERS (77.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 BN0507'14.3 METERS (47.0 FT) NORTH OF KENDALL 2 RM 1 1960, 23.6 METERS
 BN0507'(77.5 FT) SOUTHEAST KENDALL 2 RM 2 1960, 15.6 METERS (51.5 FT) SOUTH
 BN0507'SOUTHWEST OF A POWERLINE POLE, 0.76 METERS (2.5 FT) EAST OF THE FENCE
 BN0507'LINE, AND 5.3 METERS (17.5 FT) NORTH NORTHEAST OF A CONCRETE RIGHT OF
 BN0507'WAY POST.
 BN0507'THE MARK IS 7.3 METERS  NNE FROM A WITNESS POST.
 BN0507'THE MARK IS ABOVE LEVEL WITH HIGHWAY 87.
 BN0507
 BN0507                          STATION RECOVERY (1997)
 BN0507
 BN0507'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (WEH)
 BN0507'GOOD.
 BN0507
 BN0507                          STATION RECOVERY (2005)
 BN0507
 BN0507'RECOVERY NOTE BY US POWER SQUADRON 2005 (SD)
 BN0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0506 ***********************************************************************
 BN0506  DESIGNATION -  KENDALL 2 RM 1
 BN0506  PID         -  BN0506
 BN0506  STATE/COUNTY-  TX/KERR
 BN0506  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0506
 BN0506                         *CURRENT SURVEY CONTROL
 BN0506  ___________________________________________________________________
 BN0506* NAD 83(1986)-  30 05 45.     (N)    098 55 23.     (W)     SCALED    
 BN0506* NAVD 88     -       638.924  (meters)    2096.20   (feet)  ADJUSTED  
 BN0506  ___________________________________________________________________
 BN0506  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 BN0506  DYNAMIC HT  -         638.013 (meters)    2093.21  (feet)  COMP
 BN0506  MODELED GRAV-     979,195.1   (mgal)                       NAVD 88
 BN0506
 BN0506  VERT ORDER  -  FIRST     CLASS II
 BN0506
 BN0506.The horizontal coordinates were scaled from a topographic map and have
 BN0506.an estimated accuracy of +/- 6 seconds.
 BN0506
 BN0506.The orthometric height was determined by differential leveling
 BN0506.and adjusted by the National Geodetic Survey in June 1991..
 BN0506
 BN0506.The geoid height was determined by GEOID03.
 BN0506
 BN0506.The dynamic height is computed by dividing the NAVD 88
 BN0506.geopotential number by the normal gravity value computed on the
 BN0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0506.degrees latitude (g = 980.6199 gals.).
 BN0506
 BN0506.The modeled gravity was interpolated from observed gravity values.
 BN0506
 BN0506;                    North         East    Units  Estimated Accuracy
 BN0506;SPC TXSC     - 4,250,750.      607,420.      MT  (+/- 180 meters Scaled)
 BN0506
 BN0506                          SUPERSEDED SURVEY CONTROL
 BN0506
 BN0506.No superseded survey control is available for this station.
 BN0506
 BN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU074294(NAD 83)
 BN0506_MARKER: DR = REFERENCE MARK DISK
 BN0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0506_SP_SET: CONCRETE POST
 BN0506_STAMPING: KENDALL 2 NO. 1 1960
 BN0506_MARK LOGO: CGS   
 BN0506_PROJECTION: PROJECTING 8 CENTIMETERS
 BN0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0506+STABILITY: SURFACE MOTION
 BN0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0506+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0506
 BN0506  HISTORY     - Date     Condition        Report By
 BN0506  HISTORY     - 1960     MONUMENTED       CGS
 BN0506  HISTORY     - 1982     GOOD             NGS
 BN0506  HISTORY     - 20040325 GOOD             USPSQD
 BN0506  HISTORY     - 20051102 GOOD             USPSQD
 BN0506
 BN0506                          STATION DESCRIPTION
 BN0506
 BN0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0506'13.7 KM (8.55 MI) NORTH FROM COMFORT.
 BN0506'13.7 KM (8.55 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0506'INTERSTATE HIGHWAY 10 IN COMFORT, 0.2 KM (0.1 MI) NORTH OF AN ASPHALT
 BN0506'ROAD LEADING WEST TO A HOUSE AND 0.5 KM (0.3 MI) NORTH OF KENDALL 1956
 BN0506'AZ MK, 23.4 METERS (77.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 87,
 BN0506'14.4 METERS (47.27 FT) SOUTH OF KENDALL 2 1960, 9.1 METERS (30.0 FT)
 BN0506'SOUTH OF A CONCRETE RIGHT-OF-WAY POST IN THE FENCE LINE, 0.46 METERS
 BN0506'(1.5 FT) EAST OF THE FENCE LINE.
 BN0506'THE MARK IS 7.3 METERS  SSE FROM A WITNESS POST.
 BN0506'THE MARK IS ABOVE LEVEL WITH HIGHWAY 87.
 BN0506
 BN0506                          STATION RECOVERY (2004)
 BN0506
 BN0506'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0506'RECOVERED IN GOOD CONDITION.
 BN0506
 BN0506                          STATION RECOVERY (2005)
 BN0506
 BN0506'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0505 ***********************************************************************
 BN0505  DESIGNATION -  KENDALL AZ MK
 BN0505  PID         -  BN0505
 BN0505  STATE/COUNTY-  TX/KERR
 BN0505  USGS QUAD   -  CYPRESS CREEK (1982)
 BN0505
 BN0505                         *CURRENT SURVEY CONTROL
 BN0505  ___________________________________________________________________
 BN0505* NAD 83(1993)-  30 05 31.75750(N)    098 55 30.98493(W)     ADJUSTED  
 BN0505* NAVD 88     -       635.779  (meters)    2085.88   (feet)  ADJUSTED  
 BN0505  ___________________________________________________________________
 BN0505  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 BN0505  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 BN0505  DYNAMIC HT  -         634.873 (meters)    2082.91  (feet)  COMP
 BN0505  MODELED GRAV-     979,194.8   (mgal)                       NAVD 88
 BN0505
 BN0505  HORZ ORDER  -  THIRD
 BN0505  VERT ORDER  -  FIRST     CLASS II
 BN0505
 BN0505.The horizontal coordinates were established by classical geodetic methods
 BN0505.and adjusted by the National Geodetic Survey in February 1996..
 BN0505.No horizontal observational check was made to the station.
 BN0505
 BN0505.The orthometric height was determined by differential leveling
 BN0505.and adjusted by the National Geodetic Survey in June 1991..
 BN0505
 BN0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0505
 BN0505.The geoid height was determined by GEOID03.
 BN0505
 BN0505.The dynamic height is computed by dividing the NAVD 88
 BN0505.geopotential number by the normal gravity value computed on the
 BN0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0505.degrees latitude (g = 980.6199 gals.).
 BN0505
 BN0505.The modeled gravity was interpolated from observed gravity values.
 BN0505
 BN0505;                    North         East     Units Scale Factor Converg.
 BN0505;SPC TXSC     - 4,250,346.377   607,203.044   MT  0.99995037   +0 02 11.8
 BN0505;SPC TXSC     -13,944,678.07  1,992,131.99   sFT  0.99995037   +0 02 11.8
 BN0505;SPC TX C     - 3,048,028.063   835,730.022   MT  1.00000663   +0 43 30.8
 BN0505;SPC TX C     -10,000,072.07  2,741,890.91   sFT  1.00000663   +0 43 30.8
 BN0505;UTM  14      - 3,328,999.284   507,200.522   MT  0.99960064   +0 02 14.9
 BN0505
 BN0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0505!SPC TXSC     -   0.99990368  x   0.99995037  =   0.99985405
 BN0505!SPC TX C     -   0.99990368  x   1.00000663  =   0.99991031
 BN0505!UTM  14      -   0.99990368  x   0.99960064  =   0.99950436
 BN0505
 BN0505:                Primary Azimuth Mark                     Grid Az
 BN0505:SPC TXSC     -  KENDALL 2                                024 04 59.8
 BN0505:SPC TX C     -  KENDALL 2                                023 23 40.8
 BN0505:UTM  14      -  KENDALL 2                                024 04 56.7
 BN0505
 BN0505|---------------------------------------------------------------------|
 BN0505| PID    Reference Object                     Distance      Geod. Az  |
 BN0505|                                                           dddmmss.s |
 BN0505| BN0507 KENDALL 2                           462.640 METERS 0240711.6 |
 BN0505| BN0658 KENDALL                             474.409 METERS 0280248.4 |
 BN0505|---------------------------------------------------------------------|
 BN0505
 BN0505                          SUPERSEDED SURVEY CONTROL
 BN0505
 BN0505  NAD 83(1986)-  30 05 31.76583(N)    098 55 30.97076(W) AD(       ) 3
 BN0505  NAD 27      -  30 05 31.01730(N)    098 55 29.82870(W) AD(       ) 3
 BN0505
 BN0505.Superseded values are not recommended for survey control.
 BN0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0505.See file dsdata.txt to determine how the superseded data were derived.
 BN0505
 BN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU0720128999(NAD 83)
 BN0505_MARKER: DZ = AZIMUTH MARK DISK
 BN0505_SETTING: 66 = SET IN ROCK OUTCROP
 BN0505_SP_SET: ROCK OUTCROP
 BN0505_STAMPING: KENDALL 1956
 BN0505_MARK LOGO: CGS   
 BN0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BN0505+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 BN0505
 BN0505  HISTORY     - Date     Condition        Report By
 BN0505  HISTORY     - 1956     MONUMENTED       CGS
 BN0505  HISTORY     - 1982     GOOD             NGS
 BN0505  HISTORY     - 20040325 GOOD             USPSQD
 BN0505  HISTORY     - 20051102 GOOD             USPSQD
 BN0505
 BN0505                          STATION DESCRIPTION
 BN0505
 BN0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0505'13.2 KM (8.25 MI) NORTH FROM COMFORT.
 BN0505'13.2 KM (8.25 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF
 BN0505'INTERSTATE HIGHWAY 10 IN COMFORT, SET IN TOP OF A 0.6 METER (2.0 FT)
 BN0505'BY 0.9 METER (3.0 FT) ROCK OUTCROP AND ABOUT 91.4 METERS (300.0 FT)
 BN0505'SOUTHWEST OF A CULVERT, 17.0 METERS
 BN0505'(56.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 3.0 METERS (10.0 FT)
 BN0505'EAST OF THE RIGHT-OF-WAY FENCE, 25.9 METERS (85.0 FT) WEST OF AND
 BN0505'ACROSS THE HIGHWAY FROM A LITTER BARREL SIGN.
 BN0505'THE MARK IS 3.0 METERS  E FROM A WITNESS POST.
 BN0505'THE MARK IS 0.3 M BELOW HIGHWAY.
 BN0505
 BN0505                          STATION RECOVERY (2004)
 BN0505
 BN0505'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0505'RECOVERED IN GOOD CONDITION.
 BN0505
 BN0505                          STATION RECOVERY (2005)
 BN0505
 BN0505'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6890 ***********************************************************************
 AW6890  DESIGNATION -  KENDLETON
 AW6890  PID         -  AW6890
 AW6890  STATE/COUNTY-  TX/FORT BEND
 AW6890  USGS QUAD   -  KENDLETON (1981)
 AW6890
 AW6890                         *CURRENT SURVEY CONTROL
 AW6890  ___________________________________________________________________
 AW6890* NAD 83(1993)-  29 28 21.92292(N)    095 59 29.87484(W)     ADJUSTED  
 AW6890* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 AW6890  ___________________________________________________________________
 AW6890  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AW6890  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW6890
 AW6890  HORZ ORDER  -  THIRD
 AW6890
 AW6890.The horizontal coordinates were established by classical geodetic methods
 AW6890.and adjusted by the National Geodetic Survey in February 1996..
 AW6890
 AW6890.The orthometric height was scaled from a topographic map.
 AW6890
 AW6890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6890
 AW6890.The geoid height was determined by GEOID03.
 AW6890
 AW6890;                    North         East     Units Scale Factor Converg.
 AW6890;SPC TXSC     - 4,185,443.643   891,717.089   MT  0.99986613   +1 28 25.8
 AW6890;SPC TXSC     -13,731,743.02  2,925,575.15   sFT  0.99986613   +1 28 25.8
 AW6890;UTM  15      - 3,264,093.490   209,882.534   MT  1.00063869   -1 28 22.6
 AW6890;UTM  14      - 3,264,135.360   791,741.254   MT  1.00065035   +1 28 52.3
 AW6890
 AW6890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6890!SPC TXSC     -   0.99999925  x   0.99986613  =   0.99986538
 AW6890!UTM  15      -   0.99999925  x   1.00063869  =   1.00063794
 AW6890!UTM  14      -   0.99999925  x   1.00065035  =   1.00064960
 AW6890
 AW6890|---------------------------------------------------------------------|
 AW6890| PID    Reference Object                     Distance      Geod. Az  |
 AW6890|                                                           dddmmss.s |
 AW6890| CV7333 KENDLETON RM 2                       29.352 METERS 05648     |
 AW6890| CV7331 KENDLETON AZ MK                                    1482635.6 |
 AW6890| CV7332 KENDLETON RM 1                       22.363 METERS 35647     |
 AW6890|---------------------------------------------------------------------|
 AW6890
 AW6890                          SUPERSEDED SURVEY CONTROL
 AW6890
 AW6890  NAD 83(1986)-  29 28 21.93642(N)    095 59 29.85883(W) AD(       ) 3
 AW6890  NAD 27      -  29 28 21.06300(N)    095 59 29.01200(W) AD(       ) 3
 AW6890
 AW6890.Superseded values are not recommended for survey control.
 AW6890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6890.See file dsdata.txt to determine how the superseded data were derived.
 AW6890
 AW6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN0988364093(NAD 83)
 AW6890_MARKER: DS = TRIANGULATION STATION DISK
 AW6890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW6890
 AW6890  HISTORY     - Date     Condition        Report By
 AW6890  HISTORY     - 1952     MONUMENTED       CGS
 AW6890  HISTORY     - 1970     MARK NOT FOUND   USGS
 AW6890  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW6890  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW6890
 AW6890                          STATION DESCRIPTION
 AW6890
 AW6890'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 AW6890'THE STATION IS LOCATED ABOUT 4.5 MILES WEST SOUTHWEST OF BEASLEY,
 AW6890'ABOUT 1.5 MILES NORTH NORTHEAST OF KENDLETON, 35 FEET SOUTHWEST
 AW6890'OF THE CENTER OF A GRAVELED ROAD AND 17 FEET SOUTHEAST OF THE
 AW6890'CENTER OF A GRAVELED ROAD.  IT PROJECTS 5 INCHES AND IS
 AW6890'STAMPED KENDLETON 1952.
 AW6890'
 AW6890'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF A T INTERSECTION.
 AW6890'IT PROJECTS 5 INCHES AND IS STAMPED KENDLETON NO 1 1952.
 AW6890'
 AW6890'REFERENCE MARK NO. 2 IS 77 FEET NORTHEAST OF THE CENTER OF A
 AW6890'GRAVELED ROAD AND 28 FEET SOUTHEAST OF THE CENTER OF A
 AW6890'GRAVELED ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED KENDLETON
 AW6890'NO 2 1952.
 AW6890'
 AW6890'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 88.12 FEET.
 AW6890'
 AW6890'THE AZIMUTH MARK IS 45 FEET NORTHWEST OF THE NORTH RAIL OF THE
 AW6890'RAILROAD TRACKS, 22 FEET SOUTHEAST OF A T ROAD INTERSECTION
 AW6890'AND 1 FOOT WEST OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS
 AW6890'STAMPED KENDLETON 1952.
 AW6890'
 AW6890'TO REACH THE STATION FROM THE POST OFFICE IN KENDLETON GO
 AW6890'NORTHEAST ON U.S. HIGHWAY 59 FOR 0.7 MILE TO A CROSSROAD, TURN
 AW6890'LEFT ACROSS THE RAILROAD TRACKS AND THEN RIGHT PARALLELING THE
 AW6890'RAILROAD TRACKS FOR 0.2 MILE TO A T ROAD LEFT AND THE AZIMUTH
 AW6890'MARK ON THE RIGHT AS DESCRIBED, TURN LEFT AND GO NORTHWESTERLY
 AW6890'FOR 1.0 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 AW6890
 AW6890                          STATION RECOVERY (1970)
 AW6890
 AW6890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (CHS)
 AW6890'SEARCHED FOR AND NOT FOUND.  BELIEVED DESTROYED BY DITCH
 AW6890'CONSTRUCTION.  R.M. NO. 1 WAS FOUND DESTROYED AT THE BOTTOM OF
 AW6890'A DITCH.
 AW6890
 AW6890                          STATION RECOVERY (1995)
 AW6890
 AW6890'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW6890'MARK NOT FOUND.
 AW6890
 AW6890                          STATION RECOVERY (1998)
 AW6890
 AW6890'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW6890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1538 ***********************************************************************
 AH1538  DESIGNATION -  KENEDY
 AH1538  PID         -  AH1538
 AH1538  STATE/COUNTY-  TX/KENEDY
 AH1538  USGS QUAD   -  TURCOTTE (1979)
 AH1538
 AH1538                         *CURRENT SURVEY CONTROL
 AH1538  ___________________________________________________________________
 AH1538* NAD 83(1993)-  27 01 06.48253(N)    097 45 17.46981(W)     ADJUSTED  
 AH1538* NAVD 88     -        12.9    (meters)      42.     (feet)  VERTCON   
 AH1538  ___________________________________________________________________
 AH1538  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AH1538  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AH1538
 AH1538  HORZ ORDER  -  FIRST
 AH1538
 AH1538.The horizontal coordinates were established by classical geodetic methods
 AH1538.and adjusted by the National Geodetic Survey in February 1996..
 AH1538
 AH1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1538
 AH1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1538
 AH1538.The geoid height was determined by GEOID03.
 AH1538
 AH1538;                    North         East     Units Scale Factor Converg.
 AH1538;SPC TX S     - 5,149,986.240   373,939.220   MT  0.99989484   +0 20 17.9
 AH1538;SPC TX S     -16,896,246.52  1,226,832.26   sFT  0.99989484   +0 20 17.9
 AH1538;UTM  14      - 2,989,090.469   623,523.085   MT  0.99978836   +0 33 56.6
 AH1538
 AH1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1538!SPC TX S     -   1.00000185  x   0.99989484  =   0.99989669
 AH1538!UTM  14      -   1.00000185  x   0.99978836  =   0.99979021
 AH1538
 AH1538:                Primary Azimuth Mark                     Grid Az
 AH1538:SPC TX S     -  KENEDY AZ MK                             005 58 38.9
 AH1538:UTM  14      -  KENEDY AZ MK                             005 45 00.2
 AH1538
 AH1538|---------------------------------------------------------------------|
 AH1538| PID    Reference Object                     Distance      Geod. Az  |
 AH1538|                                                           dddmmss.s |
 AH1538| CV2500 KENEDY AZ MK                                       0061856.8 |
 AH1538| CV2501 KENEDY RM 2                          26.790 METERS 10325     |
 AH1538| CV2502 KENEDY RM 3                          28.153 METERS 32820     |
 AH1538|---------------------------------------------------------------------|
 AH1538
 AH1538                          SUPERSEDED SURVEY CONTROL
 AH1538
 AH1538  NAD 83(1986)-  27 01 06.49726(N)    097 45 17.44132(W) AD(       ) 1
 AH1538  NAD 27      -  27 01 05.30800(N)    097 45 16.46200(W) AD(       ) 1
 AH1538  NGVD 29 (07/19/86)   13.0    (m)           43.     (f) VERT ANG       
 AH1538
 AH1538.Superseded values are not recommended for survey control.
 AH1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1538.See file dsdata.txt to determine how the superseded data were derived.
 AH1538
 AH1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ2352389090(NAD 83)
 AH1538_MARKER: DS = TRIANGULATION STATION DISK
 AH1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1538
 AH1538  HISTORY     - Date     Condition        Report By
 AH1538  HISTORY     - 1913     MONUMENTED       CGS
 AH1538  HISTORY     - 1950     GOOD             CGS
 AH1538  HISTORY     - 1950     GOOD             CGS
 AH1538  HISTORY     - 1968     GOOD             CGS
 AH1538
 AH1538                          STATION DESCRIPTION
 AH1538
 AH1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AH1538'STATION IS ABOUT 3 MILES, N 68 DEG 29 MIN E.
 AH1538'FROM THE SECTION HOUSE AT TURCOTTE, ON A SAND KNOLL IN THE KENEDY
 AH1538'PASTURES, ABOUT 75 METERS (246 FEET) TO THE EASTWARD OF AN OLD
 AH1538'WAGON TRAIL LEADING FROM THE SW TO AN ARTESIAN WELL, WHICH IS
 AH1538'AT THE N EDGE OF A LARGE THICKET OF BUSHES AND ABOUT 3/4 MILE
 AH1538'FROM THE STATION N 12 DEG 01 MIN E.
 AH1538'
 AH1538'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 AH1538'CONCRETE.
 AH1538'
 AH1538'REFERENCE MARK WAS PROBABLY STANDARD REFERENCE DISK IN CONCRETE,
 AH1538'BUT WAS NOT FOUND IN LATER VISITS
 AH1538'IN 1913 AND HAD APPARENTLY BEEN COVERED UP WITH SAND.
 AH1538'
 AH1538'NO RECORD OF CONNECTION TO STATION.  ELEVATION OF STATION,
 AH1538'13.0 METERS (43 FEET).
 AH1538
 AH1538                          STATION RECOVERY (1950)
 AH1538
 AH1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1538'THE STATION, RECOVERED AND FOUND IN GOOD
 AH1538'CONDITION.  THE REFERENCE MARK WAS NOT RECOVERED.  TWO NEW
 AH1538'REFERENCE MARKS, NOS 2 AND 3, AND AN AZIMUTH MARK,
 AH1538'WAS ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE
 AH1538'DESCRIPTION.
 AH1538'
 AH1538'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHEAST OF TURCOTTE,
 AH1538'2-1/2 MILES EAST OF U.S. HIGHWAY NO 77 AND 3/4 MILE SOUTH OF
 AH1538'EAST-WEST GRADED DIRT ROAD, ON THE HIGH POINT OF A GRASS COVERED
 AH1538'SAND RIDGE AND ON LAND OWNED BY THE KENEDY RANCH.  THERE ARE
 AH1538'NO STAMPINGS ON THE MARK.  IT IS SET FLUSH WITH THE GROUND
 AH1538'SURFACE.
 AH1538'
 AH1538'REFERENCE MARK NO 2 IS SET EAST OF THE STATION IN THE OPEN AREA
 AH1538'AND ABOUT 2 FEET LOWER IN ELEVATION THAN STATION MARK.  IT IS
 AH1538'STAMPED KENEDY NO 2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 AH1538'
 AH1538'REFERENCE MARK NO 3 IS NORTHWEST OF THE STATION, SET IN THE
 AH1538'OPEN AREA AND ABOUT 2 FEET LOWER IN ELEVATION THAN STATION
 AH1538'MARK.  IT IS STAMPED KENEDY NO 3 1949 AND SET FLUSH WITH THE
 AH1538'GROUND SURFACE.
 AH1538'
 AH1538'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF THE STATION, SET
 AH1538'ON THE HIGH POINT OF AN EAST-WEST SAND RIDGE ABOUT 35 FEET
 AH1538'EAST OF CATTLE TRAIL.  IT IS STAMPED KENEDY 1949 AND SET FLUSH
 AH1538'WITH THE GROUND SURFACE.  TO REACH FROM THE STATION, GO NORTH
 AH1538'ACROSS OPEN AREA FOR 0.5 MILE TO EAST-WEST SAND RIDGE AND MARK
 AH1538'AS DESCRIBED.
 AH1538'
 AH1538'TO REACH THE STATION FROM TURCOTTE, FROM TWO HOUSES ON WEST SIDE
 AH1538'OF ROAD AND TRACKS AND LOCKED GATE ON EAST SIDE, GO NORTH
 AH1538'ON U.S. HIGHWAY 77 FOR 2.2 MILES TO LOCKED GATE ON EAST SIDE
 AH1538'OF HIGHWAY, (THIS GATE IS 5.0 MILES SOUTH OF MIFFLIN AND
 AH1538'0.3 MILE SOUTH OF BRIDGE USED AS A CATTLE UNDERPASS ACROSS
 AH1538'HIGHWAY) (KEY TO GATE MUST BE OBTAINED FROM RANCH OFFICIALS
 AH1538'AT SARITA), PASS THROUGH GATE AND FOLLOW GRADED DIRT ROAD EAST
 AH1538'FOR 2.4 MILES TO A DIM TRACK ROAD RIGHT NEAR THE EAST END OF
 AH1538'A DUG OUT PLACE ON THE LEFT, TURN RIGHT ON DIM TRACK ROAD AND
 AH1538'GO SOUTH-SOUTHEAST FOR 0.3 MILE TO TRIANGULAR BLAZE ON DEAD
 AH1538'TREE ON LEFT, TURN RIGHT AND PICK WAY IN A SOUTHERLY
 AH1538'DIRECTION ACROSS OPEN AREA AND SAND RIDGES FOR ABOUT 0.8 MILE
 AH1538'TO THE STATION AS DESCRIBED.
 AH1538'
 AH1538'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
 AH1538
 AH1538                          STATION RECOVERY (1950)
 AH1538
 AH1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1538'STATION, REFERENCE MARKS, AND AZIMUTH MARK, RECOVERED IN GOOD
 AH1538'CONDITION.  THE 1950 RECOVERY NOTE BY R.L. ENGDAHL IS ADEQUATE
 AH1538'AND COMPLETE.
 AH1538
 AH1538                          STATION RECOVERY (1968)
 AH1538
 AH1538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1538'STATION SUBSURFACE MARK AND ITS REFERENCE MARK, USE STATION
 AH1538'B-2, WERE RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 AH1538'GEM, JR., IN 1949 IS ADEQUATE.  STATION WAS VISITED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1458 ***********************************************************************
 AH1458  DESIGNATION -  KENEDY 1877
 AH1458  PID         -  AH1458
 AH1458  STATE/COUNTY-  TX/KLEBERG
 AH1458  USGS QUAD   -  POINT OF ROCKS (1975)
 AH1458
 AH1458                         *CURRENT SURVEY CONTROL
 AH1458  ___________________________________________________________________
 AH1458* NAD 83(1993)-  27 18 54.78619(N)    097 26 38.65358(W)     ADJUSTED  
 AH1458* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 AH1458  ___________________________________________________________________
 AH1458  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AH1458  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AH1458
 AH1458  HORZ ORDER  -  THIRD
 AH1458
 AH1458.The horizontal coordinates were established by classical geodetic methods
 AH1458.and adjusted by the National Geodetic Survey in February 1996..
 AH1458
 AH1458.The orthometric height was scaled from a topographic map.
 AH1458
 AH1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1458
 AH1458.The geoid height was determined by GEOID03.
 AH1458
 AH1458;                    North         East     Units Scale Factor Converg.
 AH1458;SPC TX S     - 5,183,083.696   404,501.710   MT  0.99990976   +0 28 45.8
 AH1458;SPC TX S     -17,004,833.76  1,327,102.69   sFT  0.99990976   +0 28 45.8
 AH1458;UTM  14      - 3,022,308.743   653,950.112   MT  0.99989257   +0 42 50.9
 AH1458
 AH1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1458!SPC TX S     -   1.00000317  x   0.99990976  =   0.99991293
 AH1458!UTM  14      -   1.00000317  x   0.99989257  =   0.99989574
 AH1458
 AH1458:                Primary Azimuth Mark                     Grid Az
 AH1458:SPC TX S     -  ROX                                      034 43 59.1
 AH1458:UTM  14      -  ROX                                      034 29 54.0
 AH1458
 AH1458|---------------------------------------------------------------------|
 AH1458| PID    Reference Object                     Distance      Geod. Az  |
 AH1458|                                                           dddmmss.s |
 AH1458| AH1464 ROX                                 APPROX. 5.0 KM 0351244.9 |
 AH1458| AH1456 CORPUS CHRI PORT ISABEL LT 103      APPROX. 4.1 KM 0960053.1 |
 AH1458| AH1459 CORPUS CHRI PORT ISABEL LT 115      APPROX. 4.6 KM 1285027.1 |
 AH1458| AH1462 CORPUS CHRI PORT ISABEL LT 127      APPROX. 6.4 KM 1505720.1 |
 AH1458|---------------------------------------------------------------------|
 AH1458
 AH1458                          SUPERSEDED SURVEY CONTROL
 AH1458
 AH1458  NAD 83(1986)-  27 18 54.80106(N)    097 26 38.62791(W) AD(       ) 3
 AH1458  NAD 27      -  27 18 53.62300(N)    097 26 37.65600(W) AD(       ) 3
 AH1458
 AH1458.Superseded values are not recommended for survey control.
 AH1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1458.See file dsdata.txt to determine how the superseded data were derived.
 AH1458
 AH1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5395022309(NAD 83)
 AH1458_MARKER: Z = SEE DESCRIPTION
 AH1458_SETTING: 0 = UNSPECIFIED SETTING
 AH1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1458
 AH1458  HISTORY     - Date     Condition        Report By
 AH1458  HISTORY     - 1877     MONUMENTED       CGS
 AH1458  HISTORY     - 1949     SEE DESCRIPTION  CGS
 AH1458  HISTORY     - 1968     GOOD             CGS
 AH1458  HISTORY     - 1969     GOOD             CGS
 AH1458
 AH1458                          STATION DESCRIPTION
 AH1458
 AH1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1877 (REH)
 AH1458'STATION IS MARKED AT THE SURFACE BY A CEDAR STUB WITH A COPPER
 AH1458'TACK IN ITS TOP.  THE STUB PROJECTS FROM 6 TO 18 INCHES ABOVE
 AH1458'THE SURFACE OF THE GROUND.  THE SUBSURFACE MARK IS A CONCRETE
 AH1458'PYRAMID OR CORAL ROCK BURIED FROM 3 TO 4 FEET BELOW THE SURFACE
 AH1458'OF THE GROUND, WITH A HOLE IN THE CENTER OF THE TOP FILLED WITH
 AH1458'LEAD.  FOUR REFERENCE STUBS WERE PLACED AROUND THE STATION
 AH1458'AT DISTANCES OF FROM 4 TO 6 FEET FROM THE STATION.  THESE
 AH1458'STUBS WERE USUALLY OF CEDAR.
 AH1458
 AH1458                          STATION RECOVERY (1949)
 AH1458
 AH1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1458'THE SUBSURFACE MARK AS DESCRIBED IN THE ORIGINAL DESCRIPTION
 AH1458'WAS RECOVERED IN GOOD CONDITION.  THE TOP OF THE MASS OF
 AH1458'CONCRETE IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 AH1458'PYRAMIDAL-SHAPED POST PROJECTS 6 INCHES.
 AH1458'
 AH1458'STATION IS LOCATED 0.8 MILE E OF THE HUMBLE OIL AND REFINING
 AH1458'COMPANY TIDE GUAGE HOUSE AND PIER JUST W OF POINT OF ROCKS,
 AH1458'55 FEET NW OF THE HIGHEST PART OF THE HIGHEST SAND HILL IN
 AH1458'THE VICINITY, AND 3 FEET W OF A 4 BY 4 WHITE WOODEN WITNESS
 AH1458'POST.
 AH1458'
 AH1458'U.S.E. STATION B-2 IS LOCATED 54.8 FEET IN DIRECTION OF 131 DEG
 AH1458'29 MIN 44 SEC FROM ROX 1912.
 AH1458'
 AH1458'TO REACH STATION FROM THE BUMPGATE LOCATED 0.25 MILE N OF
 AH1458'LAURELES RANCH HOUSE, PASS THROUGH GATE AND GO SE ON PAVED
 AH1458'ROAD FOR 0.5 MILE TO A FORK, KEEP LEFT FORK AND CONTINUE
 AH1458'ON THE MAIN TRAVELED ROAD FOR 2.7 MILES TO ANOTHER BUMPGATE,
 AH1458'PASS THROUGH GATE AND CONTINUE 4.6 MILES TO GATE AT AGUA DE OJO
 AH1458'CAMP AND WINDMILL, PASS THROUGH GATE AND CONTINUE 1.1 MILES TO
 AH1458'ANOTHER GATE, PASS THROUGH GATE AND CONTINUE 0.8 MILE TO A
 AH1458'FORK, KEEP RIGHT FORK (STRAIGHT AHEAD) AND GO 2.4 MILES TO
 AH1458'SORDO WINDMILL 1939 ON THE RIGHT, CONTINUE 6.3 MILES TO
 AH1458'MARTILLO CAMP AND CORRALS.  PASSING THE CORRALS, CONTINUE S ON
 AH1458'PAVED ROAD 2.25 MILES TO BAFFIN BAY AND HUMBLE OIL AND REFINING
 AH1458'COMPANY TIDE GUAGE HOUSE AND PIER, LEAVE PAVED ROAD AND TURN E
 AH1458'ALONG N SHORE OF BAFFIN BAY AND GO 0.8 MILE TO HIGHEST DUNE
 AH1458'IN VICINITY AND STATION SITE.
 AH1458
 AH1458                          STATION RECOVERY (1968)
 AH1458
 AH1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH1458'THE SUBSURFACE STATION MARK AND REFERENCE MARK B-2 WERE RECOVERED
 AH1458'IN APPARENT GOOD CONDITION.  THE WITNESS POST WAS RENEWED.
 AH1458'
 AH1458'A REVISED DESCRIPTION FOLLOWS--
 AH1458'
 AH1458'THE STATION IS LOCATED ABOUT 30 MILES SOUTH OF CORPUS CHRISTI
 AH1458'ON THE NORTH SIDE OF BAFFIN BAY EAST OF ALAZAN BAY AND ABOUT
 AH1458'3 MILES WEST OF THE INTRACOASTAL WATERWAY ON THE PROPETY OF
 AH1458'THE KING RANCH, LAURELES DIVISION.
 AH1458'
 AH1458'TO REACH FROM THE JUNCTION OF U.S. HWY 77 AND TEXAS HWY 70
 AH1458'IN BISHOP GO EAST ON HWY 70 FOR 17.9 MILES TO AN INTERSECTION,
 AH1458'TURN RIGHT AND GO SOUTH FOR 1.7 MILES TO A GUARDED GATE (THE
 AH1458'ENTRANCE TO THE LAURELES DIVISION OF THE KING RANCH), CONTINUE
 AH1458'SOUTH FOR 1.5 MILES TO A FORK, BEAR LEFT THROUGH THE BUMP
 AH1458'GATE AND GO SOUTHEASTERLY FOR 3.1 MILES TO A BUMP GATE, CONTINUE
 AH1458'FOR 4.6 MILES TO A BUMP GATE WITH CAMP AND WINDMILL ON RIGHT,
 AH1458'GO THROUGH THE GATE TO ANOTHER BUMP GATE 1.1 MILES FARTHER,
 AH1458'CONTINUE ON FOR 0.9 MILES TO A T-INTERSECTION, CONTINUE STRAIGHT
 AH1458'AHEAD FOR 6.4 MILES TO FENCE AND GATE, PASS THROUGH THE GATE
 AH1458'AND GO 0.8 MILES TO A FORK, CONTINUE STRAIGHT AHEAD FOLLOWING
 AH1458'THE MAIN ROAD SOUTH THEN WESTERLY FOR 2.5 MILES TO THE EL
 AH1458'MARTILLO CAMP, FOLLOW THE MAIN PAVED ROAD AROUND THE CAMP AND
 AH1458'SOUTH FOR 2.0 MILES, TURN LEFT OFF THE ROAD AND GO
 AH1458'CROSS COUNTRY EASTERLY 0.7 MILES TO A SAND DUNE WITH BRUSH ON
 AH1458'ITS NORTHERN SIDE AND THE STATION AS DESCRIBED.
 AH1458'
 AH1458'THE STATION IS THE SUBSURFACE MARK CONSISTING OF A CONCRETE
 AH1458'PYRAMID WITH A HOLE IN THE CENTER OF THE TOP WHICH PROJECTS
 AH1458'2 INCHES IN A SLIGHT DEPRESSION.  IT IS ABOUT 100 FEET WEST FROM
 AH1458'THE HIGHEST POINT OF THE SAND HILL AND 3 FEET WESTERLY OF A WOOD
 AH1458'WITNESS POST WITH SIGN.
 AH1458'
 AH1458'THE REFERENCE MARK IS A U.S. ARMY CORPS OF ENGINEERS STATION
 AH1458'DISK SET IN AN IRREGULAR CONCRETE MONUMENT SET FLUSH AND
 AH1458'STAMPED B-2, 1948.  IT IS NEAR THE HIGHEST PART OF THE DUNE SOUTH
 AH1458'OF THE STATION.
 AH1458'
 AH1458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 AH1458'EAST OF RIVIERA
 AH1458
 AH1458                          STATION RECOVERY (1969)
 AH1458
 AH1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1458'THE SUBSURFACE MARK WAS RECOVERED IN GOOD CONDITION.  DUE TO
 AH1458'CHANGES IN THE AREA AND THE ROADS A NEW COMPLETE DESCRIPTION
 AH1458'FOLLOWS--
 AH1458'
 AH1458'THE STATION IS LOCATED 24 MILES EAST OF RIVIERA, 2 MILES SOUTH
 AH1458'OF EL MARTILLO CAMP ON THE LAURELES SECTION OF THE KING
 AH1458'RANCH, ON THE NORTH SHORE OF BAFFIN BAY ABOUT 2 MILES WEST OF
 AH1458'THE MOUTH OF THE BAY AND 2 MILES WEST-SOUTHWEST OF POINT OF
 AH1458'ROCKS, ON A HIGH GRASS COVERED DUNE THAT IS THE HIGHEST GROUND
 AH1458'IN THE VICINITY.
 AH1458'
 AH1458'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 AH1458'70 AND 286 IN THE COMMUNITY OF CHAPMAN RANCH, GO EAST ON PAVED
 AH1458'ROAD FOR 2.05 MILES TO THE WEST GATE ENTRANCE OF LAURELES
 AH1458'SECTION OF THE KING RANCH, (OBTAIN INFORMATION AT GATE FOR
 AH1458'PERMISSION TO ENTER THE RANCH).  PROCEED EASTERLY ON SURFACED
 AH1458'ROAD FOR 6.4 MILES TO FORK, TAKE THE RIGHT FORK AND GO SOUTHERLY
 AH1458'ON SURFACED ROAD FOR 11.15 MILES TO FORK, CONTINUE
 AH1458'SOUTHWESTERLY ON MAIN TRAVELED ROAD, RIGHT FORK, FOR 0.25 MILE
 AH1458'TO A T-JUNCTION.  TURN LEFT AND GO SOUTHEAST AND SOUTH FOR 6.45
 AH1458'MILES TO A DOUBLE METAL GATE IN AN EAST-WEST FENCE, PASS
 AH1458'THROUGH GATE AND CONTINUE SOUTHERLY ON PAVED ROAD FOR
 AH1458'0.85 MILES TO A PAVED SIDE ROAD ON THE RIGHT LEADING
 AH1458'NORTHWEST, AND TRIANGULATION STATION ROX 1912 0.35 MILE TO
 AH1458'THE EAST.  CONTINUE SOUTH THENCE WEST ON PAVED ROAD FOR
 AH1458'2.55 MILES TO EL MARTILLO CAMP (2 LARGE BUILDINGS AND
 AH1458'WINDMILL) CONTINUE WEST PAST CAMP AND THEN SOUTH ON
 AH1458'PAVED ROAD FOR 2.35 MILES TO SMALL POND ON LEFT AND USC AND
 AH1458'GS BM NO. 3 1968 AT CENTER OF CLUMP OF BRUSH AT NORTHWEST SIDE
 AH1458'OF POND.  THIS IS 0.1 MILE BEFORE REACHING SHORE OF BAFFIN BAY
 AH1458'AND RUINS OF OLD DOCK.  WALK SOUTHERLY TO BEACH, THENCE
 AH1458'EAST ALONG BEACH ABOUT 3/4 MILE TO HIGH DUNE AND STATION
 AH1458'ABOUT 0.15 MILE NORTH OF THE SHORE LINE.
 AH1458'
 AH1458'THE STATION MARK IS A ROUND CONCRETE POST 18 INCHES IN DIAMETER
 AH1458'AND 2 INCHES BELOW THE SURFACE WITH RAISED CONCRETE TRIANGLE,
 AH1458'6 INCHES ON A SIDE AT ITS BASE, PROJECTING 3 INCHES ABOVE
 AH1458'THE SURFACE OF THE POST.  A DRILL HOLE IS IN THE TOP OF THE
 AH1458'TRIANGLE.  IT IS ON THE NORTH SLOPE OF THE DUNE, IN A SHALLOW,
 AH1458'ROUND, DEPRESSION, 145 FEET SOUTH OF THE SOUTH EDGE OF SMALL
 AH1458'TREES 8 TO 10 FEET HIGH, 3 FEET WEST OF 4 BY 4 INCH WOOD
 AH1458'POST WITH SIGN AND 1-1/2 FEET EAST OF METAL WITNESS POST WITH
 AH1458'SIGN.
 AH1458'
 AH1458'THE WAR DEPARTMENT, U.S. ARMY. CORPS OF ENGINEERS DISK CAN
 AH1458'BE USED FOR A REFERENCE MARK.  IT IS SET IN THE TOP OF A ROUND
 AH1458'CONCRETE POST, 12 INCHES IN DIAMETER THAT IS FLUSH WITH THE
 AH1458'GROUND.  THE DISK IS STAMPED B2 1948.  THE MARK IS 54.8 FEET
 AH1458'(1949 DISTANCE) SOUTH-SOUTHEAST OF THE STATION AND 1 FOOT
 AH1458'WEST OF A 2 BY 4 INCH POST.
 AH1458'
 AH1458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--24 MILES EAST
 AH1458'OF RIVIERA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2197 ***********************************************************************
 AN2197  DESIGNATION -  KENEDY DANIELS MIDLAND CO ELEV
 AN2197  PID         -  AN2197
 AN2197  STATE/COUNTY-  TX/KARNES
 AN2197  USGS QUAD   -  KENEDY (1987)
 AN2197
 AN2197                         *CURRENT SURVEY CONTROL
 AN2197  ___________________________________________________________________
 AN2197* NAD 83(1993)-  28 48 11.41323(N)    097 51 06.27285(W)     ADJUSTED  
 AN2197* NAVD 88     -                                                        
 AN2197  ___________________________________________________________________
 AN2197  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AN2197  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN2197
 AN2197  HORZ ORDER  -  THIRD
 AN2197
 AN2197.The horizontal coordinates were established by classical geodetic methods
 AN2197.and adjusted by the National Geodetic Survey in February 1996..
 AN2197
 AN2197
 AN2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2197
 AN2197.The geoid height was determined by GEOID03.
 AN2197
 AN2197;                    North         East     Units Scale Factor Converg.
 AN2197;SPC TXSC     - 4,108,035.395   712,083.925   MT  0.99990600   +0 33 45.2
 AN2197;SPC TXSC     -13,477,779.46  2,336,228.68   sFT  0.99990600   +0 33 45.2
 AN2197;UTM  14      - 3,186,719.931   612,055.473   MT  0.99975495   +0 33 11.8
 AN2197
 AN2197                          SUPERSEDED SURVEY CONTROL
 AN2197
 AN2197  NAD 83(1986)-  28 48 11.41602(N)    097 51 06.25575(W) AD(       ) 4
 AN2197  NAD 27      -  28 48 10.49000(N)    097 51 05.25000(W) AD(       ) 3
 AN2197
 AN2197.Superseded values are not recommended for survey control.
 AN2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2197.See file dsdata.txt to determine how the superseded data were derived.
 AN2197
 AN2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1205586720(NAD 83)
 AN2197_MARKER: 65 = GRAIN ELEVATOR
 AN2197
 AN2197  HISTORY     - Date     Condition        Report By
 AN2197  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2197
 AN2197                          STATION DESCRIPTION
 AN2197
 AN2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2197'LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 181 AT THE SOUTH EDGE
 AN2197'OF KENEDY.  A LARGE CONCRETE GRAIN ELEVATOR WITH THE HIGHEST PART
 AN2197'OF THE STRUCTURE ON THE EAST END OF THE BUILDING.  THE TOP-CENTER
 AN2197'OF THE HIGHEST, SQUARE PART OF THE STRUCTURE WAS OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2195 ***********************************************************************
 AN2195  DESIGNATION -  KENEDY EAST MUNICIPAL TANK
 AN2195  PID         -  AN2195
 AN2195  STATE/COUNTY-  TX/KARNES
 AN2195  USGS QUAD   -  KENEDY (1987)
 AN2195
 AN2195                         *CURRENT SURVEY CONTROL
 AN2195  ___________________________________________________________________
 AN2195* NAD 83(1993)-  28 48 34.68154(N)    097 50 51.37083(W)     ADJUSTED  
 AN2195* NAVD 88     -                                                        
 AN2195  ___________________________________________________________________
 AN2195  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AN2195  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN2195
 AN2195  HORZ ORDER  -  THIRD
 AN2195
 AN2195.The horizontal coordinates were established by classical geodetic methods
 AN2195.and adjusted by the National Geodetic Survey in February 1996..
 AN2195
 AN2195
 AN2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2195
 AN2195.The geoid height was determined by GEOID03.
 AN2195
 AN2195;                    North         East     Units Scale Factor Converg.
 AN2195;SPC TXSC     - 4,108,755.624   712,480.915   MT  0.99990497   +0 33 52.5
 AN2195;SPC TXSC     -13,480,142.41  2,337,531.14   sFT  0.99990497   +0 33 52.5
 AN2195;UTM  14      - 3,187,439.989   612,452.519   MT  0.99975605   +0 33 19.4
 AN2195
 AN2195                          SUPERSEDED SURVEY CONTROL
 AN2195
 AN2195  NAD 83(1986)-  28 48 34.68422(N)    097 50 51.35383(W) AD(       ) 4
 AN2195  NAD 27      -  28 48 33.76000(N)    097 50 50.35000(W) AD(       ) 3
 AN2195
 AN2195.Superseded values are not recommended for survey control.
 AN2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2195.See file dsdata.txt to determine how the superseded data were derived.
 AN2195
 AN2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1245387440(NAD 83)
 AN2195_MARKER: 53 = ELEVATED TANK
 AN2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN2195+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 AN2195
 AN2195  HISTORY     - Date     Condition        Report By
 AN2195  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2195  HISTORY     - 20050611 GOOD             USPSQD
 AN2195
 AN2195                          STATION DESCRIPTION
 AN2195
 AN2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AN2195'LOCATED IN THE EAST EDGE OF KENEDY ON A SMALL HILL.  STATION IS
 AN2195'A STEEL WATER TANK SET ON STRUCTURAL STEEL LEGS.  IT IS ABOUT
 AN2195'70 FEET HIGH AND THE SMALLER ONE OF TWO.  THE TOP-CENTER OF
 AN2195'THE TANK WAS THE PART OBSERVED ON.
 AN2195
 AN2195                          STATION RECOVERY (2005)
 AN2195
 AN2195'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AN2195'THIS IS ONE OF TWO VERY OLD AND PROMINENT WATER TOWERS THAT STAND
 AN2195'WITHIN 150 FEET OF EACH OTHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1525 ***********************************************************************
 AH1525  DESIGNATION -  KENEDY RANCH WATER TANK
 AH1525  PID         -  AH1525
 AH1525  STATE/COUNTY-  TX/KENEDY
 AH1525  USGS QUAD   -  LA PARRA RANCH (1975)
 AH1525
 AH1525                         *CURRENT SURVEY CONTROL
 AH1525  ___________________________________________________________________
 AH1525* NAD 83(1993)-  27 13 01.89233(N)    097 41 42.57279(W)     ADJUSTED  
 AH1525* NAVD 88     -                                                        
 AH1525  ___________________________________________________________________
 AH1525  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AH1525  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AH1525
 AH1525  HORZ ORDER  -  THIRD
 AH1525
 AH1525.The horizontal coordinates were established by classical geodetic methods
 AH1525.and adjusted by the National Geodetic Survey in February 1996..
 AH1525
 AH1525
 AH1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1525
 AH1525.The geoid height was determined by GEOID03.
 AH1525
 AH1525;                    North         East     Units Scale Factor Converg.
 AH1525;SPC TX S     - 5,172,039.700   379,721.984   MT  0.99990188   +0 21 55.5
 AH1525;SPC TX S     -16,968,600.25  1,245,804.54   sFT  0.99990188   +0 21 55.5
 AH1525;UTM  14      - 3,011,164.693   629,216.932   MT  0.99980611   +0 35 48.7
 AH1525
 AH1525                          SUPERSEDED SURVEY CONTROL
 AH1525
 AH1525  NAD 83(1986)-  27 13 01.91940(N)    097 41 42.54139(W) AD(       ) 4
 AH1525  NAD 27      -  27 13 00.75200(N)    097 41 41.57400(W) AD(       ) 3
 AH1525
 AH1525.Superseded values are not recommended for survey control.
 AH1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1525.See file dsdata.txt to determine how the superseded data were derived.
 AH1525
 AH1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2921711165(NAD 83)
 AH1525_MARKER: 53 = ELEVATED TANK
 AH1525
 AH1525  HISTORY     - Date     Condition        Report By
 AH1525  HISTORY     - 1931     FIRST OBSERVED   CGS
 AH1525  HISTORY     - 1949     GOOD             CGS
 AH1525  HISTORY     - 1950     GOOD             CGS
 AH1525  HISTORY     - 1967     GOOD             CGS
 AH1525  HISTORY     - 1968     GOOD             CGS
 AH1525
 AH1525                          STATION DESCRIPTION
 AH1525
 AH1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1525'STATION RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 AH1525'FOLLOWS--
 AH1525'
 AH1525'LOCATED ABOUT 6 MILES EAST OF SARITA AT THE MAIN RANCH HOUSE
 AH1525'OF THE KENEDY RANCH.
 AH1525'
 AH1525'TO REACH FROM SARITA, OBTAIN MAIN GATE KEY TO RANCH FROM RANCH
 AH1525'OFFICIALS, AND PROCEED DUE E 6.0 MILES ALONG GRADED DIRT ROAD
 AH1525'TO MAIN RANCH HOUSE (VISIBLE FROM U.S. HWY 77).  TANK IS
 AH1525'115 FT. SW OF THE SW CORNER OF THE MAIN RANCH HOUSE, 34 FT.
 AH1525'S OF DRIVE CENTERLINE, AND 30 FT. NW OF THE CLOSER OF TWO
 AH1525'WINDMILLS.
 AH1525'
 AH1525'STATION IS THE FINIAL ATOP 60 FT. HIGH, STEEL, PAINTED SILVER,
 AH1525'ELEVATED WATER TANK.
 AH1525'
 AH1525'NOTE--THIS IS BELIEVED TO BE THE SAME STATION OBSERVED IN 1912
 AH1525'AS KENEDY RANCH STANDPIPE.  ACCORDING TO RANCH OFFICIALS,
 AH1525'A STANDPIPE HAS NEVER EXISTED AT THE KENEDY RANCH AND THE
 AH1525'GEOGRAPHIC POSITIONS DIFFER BY ONLY 1.11 METER.
 AH1525
 AH1525                          STATION RECOVERY (1950)
 AH1525
 AH1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 AH1525'LOCATED ABOUT 6 MILES EAST OF SARITA ON THE GROUNDS OF THE
 AH1525'KENEDY RANCH HEADQUARTERS AND JUST SOUTH OF THE LARGE WHITE
 AH1525'STUCCO HOUSE WITH A RED TILE ROOF.  IT IS A 4 LEGGED STEEL
 AH1525'STRUCTURE ABOUT 75 FEET HIGH.  POINT OBSERVED UPON, FINIAL ON
 AH1525'THE APEX OF THE TANK ROOF.
 AH1525'
 AH1525'PROBABLY THE SAME STATION AS LOCATED IN 1931.
 AH1525
 AH1525                          STATION RECOVERY (1967)
 AH1525
 AH1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH1525'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 AH1525'G.E.M., JR., IN 1949 IS ADEQUATE.  TANK WAS VERIFIED AS BEING
 AH1525'IN POSITION BY THE RANCH FOREMAN.
 AH1525
 AH1525                          STATION RECOVERY (1968)
 AH1525
 AH1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH1525'STATION RECOVERED IN GOOD CONDITION.  RECOVERY DESCRIPTION OF
 AH1525'G.E. MORRIS, 1949, IS ADEQUATE.
 AH1525'
 AH1525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST
 AH1525'OF SARITA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1528 ***********************************************************************
 AH1528  DESIGNATION -  KENEDY RANCH WINDMILL NEAR TK
 AH1528  PID         -  AH1528
 AH1528  STATE/COUNTY-  TX/KENEDY
 AH1528  USGS QUAD   -  LA PARRA RANCH (1975)
 AH1528
 AH1528                         *CURRENT SURVEY CONTROL
 AH1528  ___________________________________________________________________
 AH1528* NAD 83(1993)-  27 13 15.05693(N)    097 41 38.32388(W)     ADJUSTED  
 AH1528* NAVD 88     -                                                        
 AH1528  ___________________________________________________________________
 AH1528  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AH1528  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AH1528
 AH1528  HORZ ORDER  -  THIRD
 AH1528
 AH1528.The horizontal coordinates were established by classical geodetic methods
 AH1528.and adjusted by the National Geodetic Survey in February 1996..
 AH1528
 AH1528
 AH1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1528
 AH1528.The geoid height was determined by GEOID03.
 AH1528
 AH1528;                    North         East     Units Scale Factor Converg.
 AH1528;SPC TX S     - 5,172,445.600   379,836.303   MT  0.99990212   +0 21 57.4
 AH1528;SPC TX S     -16,969,931.94  1,246,179.60   sFT  0.99990212   +0 21 57.4
 AH1528;UTM  14      - 3,011,571.014   629,329.599   MT  0.99980647   +0 35 50.9
 AH1528
 AH1528                          SUPERSEDED SURVEY CONTROL
 AH1528
 AH1528  NAD 83(1986)-  27 13 15.07786(N)    097 41 38.31088(W) AD(       ) 4
 AH1528  NAD 27      -  27 13 13.92000(N)    097 41 37.33000(W) AD(       ) 3
 AH1528
 AH1528.Superseded values are not recommended for survey control.
 AH1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1528.See file dsdata.txt to determine how the superseded data were derived.
 AH1528
 AH1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR2933011571(NAD 83)
 AH1528_MARKER: 66 = WINDMILL
 AH1528
 AH1528  HISTORY     - Date     Condition        Report By
 AH1528  HISTORY     - 1950     FIRST OBSERVED   CGS
 AH1528
 AH1528                          STATION DESCRIPTION
 AH1528
 AH1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GEM)
 AH1528'LOCATED ON KENEDY RANCH, 6.3 MILES E. OF SARITA.
 AH1528'
 AH1528'TO REACH FROM CROSSROADS E. OF SARITA, GO E. ON DIRT ROAD
 AH1528'5.4 MILES TO FORK IN ROAD JUST W OF KENEDY RANCH HOUSE, TAKE
 AH1528'LEFT FORK 1.0 MILE TO BUNK HOUSE AND STATION SITE.
 AH1528'
 AH1528'THE STATION IS THE WINDMILL AT THE BUNK HOUSE AND IS
 AH1528'APPROXIMATELY 0.5 MILE NE. OF THE MAIN RANCH HOUSE, 175
 AH1528'FEET W. OF THE BUNK HOUSE, 78 FEET W. OF A SMALL CONCRETE
 AH1528'TANK, AND 84 FEET E OF A FENCE.  THE WINDMILL HAS A SKELETON STEEL
 AH1528'TOWER AND IS ABOUT 35 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN2196 ***********************************************************************
 AN2196  DESIGNATION -  KENEDY WEST MUNICIPAL TANK
 AN2196  PID         -  AN2196
 AN2196  STATE/COUNTY-  TX/KARNES
 AN2196  USGS QUAD   -  KENEDY (1987)
 AN2196
 AN2196                         *CURRENT SURVEY CONTROL
 AN2196  ___________________________________________________________________
 AN2196* NAD 83(1993)-  28 48 34.83634(N)    097 50 51.76400(W)     ADJUSTED  
 AN2196* NAVD 88     -                                                        
 AN2196  ___________________________________________________________________
 AN2196  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AN2196  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AN2196
 AN2196  HORZ ORDER  -  THIRD
 AN2196
 AN2196.The horizontal coordinates were established by classical geodetic methods
 AN2196.and adjusted by the National Geodetic Survey in February 1996..
 AN2196
 AN2196
 AN2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AN2196
 AN2196.The geoid height was determined by GEOID03.
 AN2196
 AN2196;                    North         East     Units Scale Factor Converg.
 AN2196;SPC TXSC     - 4,108,760.285   712,470.208   MT  0.99990496   +0 33 52.3
 AN2196;SPC TXSC     -13,480,157.70  2,337,496.01   sFT  0.99990496   +0 33 52.3
 AN2196;UTM  14      - 3,187,444.650   612,441.814   MT  0.99975602   +0 33 19.3
 AN2196
 AN2196                          SUPERSEDED SURVEY CONTROL
 AN2196
 AN2196  NAD 83(1986)-  28 48 34.83902(N)    097 50 51.74699(W) AD(       ) 4
 AN2196  NAD 27      -  28 48 33.91000(N)    097 50 50.74000(W) AD(       ) 3
 AN2196
 AN2196.Superseded values are not recommended for survey control.
 AN2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN2196.See file dsdata.txt to determine how the superseded data were derived.
 AN2196
 AN2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS1244287445(NAD 83)
 AN2196_MARKER: 53 = ELEVATED TANK
 AN2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN2196+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 AN2196
 AN2196  HISTORY     - Date     Condition        Report By
 AN2196  HISTORY     - 1952     FIRST OBSERVED   CGS
 AN2196  HISTORY     - 20050611 GOOD             USPSQD
 AN2196
 AN2196                          STATION DESCRIPTION
 AN2196
 AN2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AN2196'LOCATED IN THE EAST EDGE OF KENEDY ON A SMALL HILL.  STATION
 AN2196'IS A STEEL WATER TANK SET ON STRUCTURAL STEEL LEGS.  IT IS
 AN2196'ABOUT 75 FEET HIGH AND THE LARGER ONE OF TWO.  THE TOP-CENTER
 AN2196'OF THE TANK WAS THE PART OBSERVED ON.
 AN2196
 AN2196                          STATION RECOVERY (2005)
 AN2196
 AN2196'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS)
 AN2196'THIS IS ONE OF TWO VERY OLD AND PROMINENT WATER TOWERS THAT STAND
 AN2196'WITHIN 150 FEET OF EACH OTHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1500 ***********************************************************************
 BY1500  DESIGNATION -  KENNARD
 BY1500  PID         -  BY1500
 BY1500  STATE/COUNTY-  TX/HOUSTON
 BY1500  USGS QUAD   -  KENNARD (1951)
 BY1500
 BY1500                         *CURRENT SURVEY CONTROL
 BY1500  ___________________________________________________________________
 BY1500* NAD 83(1993)-  31 20 58.25987(N)    095 14 23.15421(W)     ADJUSTED  
 BY1500* NAVD 88     -       137.46   (+/-2cm)     451.0    (feet)  VERTCON   
 BY1500  ___________________________________________________________________
 BY1500  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BY1500  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1500
 BY1500  HORZ ORDER  -  SECOND
 BY1500  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1500
 BY1500.The horizontal coordinates were established by classical geodetic methods
 BY1500.and adjusted by the National Geodetic Survey in February 1996..
 BY1500
 BY1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1500.The vertical order pertains to the NGVD 29 superseded value.
 BY1500
 BY1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 BY1500
 BY1500.The geoid height was determined by GEOID03.
 BY1500
 BY1500;                    North         East     Units Scale Factor Converg.
 BY1500;SPC TX C     - 3,197,647.227 1,184,456.442   MT  0.99990013   +2 37 24.6
 BY1500;SPC TX C     -10,490,947.61  3,886,004.18   sFT  0.99990013   +2 37 24.6
 BY1500;UTM  15      - 3,470,505.477   286,937.226   MT  1.00015995   -1 09 56.5
 BY1500
 BY1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BY1500!SPC TX C     -   0.99998266  x   0.99990013  =   0.99988279
 BY1500!UTM  15      -   0.99998266  x   1.00015995  =   1.00014261
 BY1500
 BY1500|---------------------------------------------------------------------|
 BY1500| PID    Reference Object                     Distance      Geod. Az  |
 BY1500|                                                           dddmmss.s |
 BY1500| BY1499 KENNARD RM 1                         38.826 METERS 12227     |
 BY1500| BY1501 KENNARD RM 2                         33.266 METERS 20208     |
 BY1500| BY1507 KENNARD AZ MK                                      2535603.4 |
 BY1500|---------------------------------------------------------------------|
 BY1500
 BY1500                          SUPERSEDED SURVEY CONTROL
 BY1500
 BY1500  NAD 83(1986)-  31 20 58.27048(N)    095 14 23.14016(W) AD(       ) 2
 BY1500  NAD 27      -  31 20 57.61700(N)    095 14 22.36100(W) AD(       ) 2
 BY1500  NGVD 29 (??/??/92)  137.472  (m)          451.02   (f) ADJ UNCH    2 0
 BY1500
 BY1500.Superseded values are not recommended for survey control.
 BY1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1500.See file dsdata.txt to determine how the superseded data were derived.
 BY1500
 BY1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ8693770505(NAD 83)
 BY1500_MARKER: DS = TRIANGULATION STATION DISK
 BY1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1500_STAMPING: KENNARD 1942
 BY1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1500+STABILITY: SURFACE MOTION
 BY1500
 BY1500  HISTORY     - Date     Condition        Report By
 BY1500  HISTORY     - 1942     MONUMENTED       CGS
 BY1500  HISTORY     - 1944     GOOD             TXHD
 BY1500  HISTORY     - 1948     GOOD             CGS
 BY1500  HISTORY     - 1948     GOOD             NGS
 BY1500
 BY1500                          STATION DESCRIPTION
 BY1500
 BY1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BY1500'STATION IS LOCATED 3.0 MILES WEST OF KENNARD ON A LOW HILL
 BY1500'AT THE SOUTH EDGE OF HEAVILY TIMBERED LAND.  IT IS 300 FEET
 BY1500'EAST OF A T INTERSECTION, 37 FEET NORTH OF THE CENTER-LINE OF
 BY1500'STATE HIGHWAY NO. 103, 27 FEET EAST OF A 24 INCH PINE WITH
 BY1500'A TRIANGLE BLAZE AND 7 FEET NORTHEAST OF A WHITE REFERENCE POST.
 BY1500'IT IS STAMPED KENNARD 1942 AND PROJECTS 6 INCHES.
 BY1500'
 BY1500'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND 35 FEET
 BY1500'SOUTH OF THE CENTERLINE OF STATE HIGHWAY NO. 103.  IT IS STAMPED
 BY1500'KENNARD NO 1 1942 AND PROJECTS 3 INCHES.  REFERENCE MARK NO. 2
 BY1500'IS SOUTHWEST OF THE STATION AND 35 FEET SOUTH OF THE CENTER-LINE
 BY1500'OF STATE HIGHWAY NO. 103.  IT IS STAMPED KENNARD NO 2 1942 AND
 BY1500'PROJECTS 3 INCHES.
 BY1500'
 BY1500'THE AZIMUTH MARK IS SOUTH BY WEST OF THE STATION, 44 FEET SOUTH
 BY1500'OF THE CENTER-LINE OF STATE HIGHWAY NO. 103, 12 FEET NORTHEAST OF
 BY1500'A TELEPHONE POLE AND 7.5 FEET EAST OF A WHITE REFERENCE POST.
 BY1500'IT IS STAMPED KENNARD 1942 AND PROJECTS 6 INCHES.
 BY1500'
 BY1500'THE DISTANCE AND DIRECTION WAS TAKEN TO A POINT AT THE SOUTH
 BY1500'EDGE OF STATE HIGHWAY NO. 103 OPPOSITE THE T INTERSECTION.
 BY1500'
 BY1500'TO REACH THE STATION FROM KENNARD GO WEST ON STATE HIGHWAY
 BY1500'NO. 103 FOR 3.0 MILES TO THE STATION ON THE RIGHT.  CONTINUE FOR
 BY1500'0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BY1500'
 BY1500'A 100 FOOT SIGNAL AT TATUM IS VISIBLE AT 90 FEET.
 BY1500'
 BY1500'A 100 FOOT SIGNAL AT CENTER IS VISIBLE AT 77 FEET.
 BY1500'
 BY1500'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BY1500
 BY1500                          STATION RECOVERY (1944)
 BY1500
 BY1500'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1944 (GC)
 BY1500'ORIGINAL DESCRIPTION IS GOOD EXCEPT THAT STATION MARK IS
 BY1500'47 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY NO. 7 (PRESENT
 BY1500'STATE HIGHWAY NUMBER), INSTEAD OF BEING 37 FEET NORTH OF THE
 BY1500'CENTER LINE OF STATE HIGHWAY 103.
 BY1500
 BY1500                          STATION RECOVERY (1948)
 BY1500
 BY1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CFO)
 BY1500'STATION RECOVERED AND ALL MARK WERE FOUND IN GOOD CONDITION AND
 BY1500'ADAQUATELY DESCRIBED.
 BY1500
 BY1500                          STATION RECOVERY (1948)
 BY1500
 BY1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BY1500'3.3 MI W FROM KENNARD.
 BY1500'3.3 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1500'SERVICE ROAD NO. 25 AT KENNARD, AT THE TOP OF A WOODED RIDGE,
 BY1500'APPROXIMATELY 100 YARDS WEST OF THE JUNCTION OF A WOODS ROAD LEADING
 BY1500'SOUTH, 47.2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY MEASURED FROM
 BY1500'A POINT 302.0 FEET EAST OF THE JUNCTION OF THE CENTER LINES OF THE
 BY1500'HIGHWAY AND FOREST SERVICE ROAD NO. 24 LEADING NORTH, 186.0 FEET EAST
 BY1500'OF A POINT WHERE POWER LINE CROSSES THE HIGHWAY, 26.5 FEET EAST OF AN
 BY1500'18-INCH PINE TREE WITH A TRIANGULAR BLAZE, ABOUT 3.0 FEET ABOVE THE
 BY1500'LEVEL OF THE HIGHWAY, 2.0 FEET EAST OF A REFERENCE POST, SET IN TOP OF
 BY1500'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1090 ***********************************************************************
 CT1090  DESIGNATION -  KENNARD
 CT1090  PID         -  CT1090
 CT1090  STATE/COUNTY-  TX/CALLAHAN
 CT1090  USGS QUAD   -  KIRBY LAKE NE (1984)
 CT1090
 CT1090                         *CURRENT SURVEY CONTROL
 CT1090  ___________________________________________________________________
 CT1090* NAD 83(1993)-  32 29 55.75226(N)    099 30 14.55171(W)     ADJUSTED  
 CT1090* NAVD 88     -       619.71   (+/-2cm)    2033.2    (feet)  VERTCON   
 CT1090  ___________________________________________________________________
 CT1090  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 CT1090  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CT1090
 CT1090  HORZ ORDER  -  FIRST
 CT1090  VERT ORDER  -  THIRD ? (See Below)
 CT1090
 CT1090.The horizontal coordinates were established by classical geodetic methods
 CT1090.and adjusted by the National Geodetic Survey in February 1996..
 CT1090
 CT1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT1090.The vertical order pertains to the NGVD 29 superseded value.
 CT1090
 CT1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1090
 CT1090.The geoid height was determined by GEOID03.
 CT1090
 CT1090;                    North         East     Units Scale Factor Converg.
 CT1090;SPC TXNC     - 2,092,729.044   505,651.234   MT  0.99991884   -0 32 51.4
 CT1090;SPC TXNC     - 6,865,895.21  1,658,957.42   sFT  0.99991884   -0 32 51.4
 CT1090;UTM  14      - 3,595,840.221   452,649.821   MT  0.99962765   -0 16 14.9
 CT1090
 CT1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1090!SPC TXNC     -   0.99990713  x   0.99991884  =   0.99982598
 CT1090!UTM  14      -   0.99990713  x   0.99962765  =   0.99953482
 CT1090
 CT1090|---------------------------------------------------------------------|
 CT1090| PID    Reference Object                     Distance      Geod. Az  |
 CT1090|                                                           dddmmss.s |
 CT1090| CX8444 KENNARD RM 3                         83.978 METERS 08246     |
 CT1090| CT1087 CLYDE MUN WATER TANK                APPROX.10.2 KM 1753858.8 |
 CT1090| CX8440 KENNARD AZ MK                                      1774049.3 |
 CT1090| CT1091 CLYDE TEX ELEC SERV MICROWAVE       APPROX. 7.5 KM 1785046.5 |
 CT1090| CX8443 KENNARD RM 2                        189.860 METERS 26305     |
 CT1090| CX8441 KENNARD RM                          234.130 METERS 26306     |
 CT1090| CX8442 KENNARD RM 1                        233.971 METERS 35225     |
 CT1090|---------------------------------------------------------------------|
 CT1090
 CT1090                          SUPERSEDED SURVEY CONTROL
 CT1090
 CT1090  NAD 83(1986)-  32 29 55.75755(N)    099 30 14.53936(W) AD(       ) 1
 CT1090  NAD 27      -  32 29 55.30800(N)    099 30 13.23900(W) AD(       ) 1
 CT1090  NGVD 29 (01/22/93)  619.53   (m)         2032.6    (f) LEVELING    3  
 CT1090
 CT1090.Superseded values are not recommended for survey control.
 CT1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1090.See file dsdata.txt to determine how the superseded data were derived.
 CT1090
 CT1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA5265095840(NAD 83)
 CT1090_MARKER: N = NAIL
 CT1090_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CT1090_SP_SET: METAL PIPE AND CONCRETE SURROUND
 CT1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1090
 CT1090  HISTORY     - Date     Condition        Report By
 CT1090  HISTORY     - 1908     MONUMENTED       CGS
 CT1090  HISTORY     - 1934     GOOD             CGS
 CT1090  HISTORY     - 1936     GOOD             CGS
 CT1090  HISTORY     - 1937     GOOD             CGS
 CT1090  HISTORY     - 1945     GOOD             CGS
 CT1090  HISTORY     - 1949     GOOD             CGS
 CT1090  HISTORY     - 1955     GOOD             CGS
 CT1090  HISTORY     - 1955     GOOD             USGS
 CT1090  HISTORY     - 1957     GOOD             CGS
 CT1090  HISTORY     - 1961     GOOD             CGS
 CT1090  HISTORY     - 1965     GOOD             CGS
 CT1090  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT1090
 CT1090                          STATION DESCRIPTION
 CT1090
 CT1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WB)
 CT1090'ELEVEN MILES BY ROAD NW OF BAIRD, ABOUT 16 MILES BY ROAD NE
 CT1090'OF ABILENE, AND 7-1/2 MILES N OF CLYDE, TOWNS ON THE TEXAS
 CT1090'AND PACIFIC RAILWAY, IN A CULTIVATED FIELD BELONGING TO JOHN
 CT1090'KENNARD WHOSE ADDRESS IS CLYDE, AND NEAR THE NW CORNER OF A LONG
 CT1090'N-S RIDGE WHICH HAS A NEARLY FLAT TOP WITH A FEW SCATTERED
 CT1090'TREES GROWING ON IT.  A PEACH ORCHARD IS JUST S OF THE STATION.
 CT1090'
 CT1090'SURFACE MARK IS A LARGE NAIL IN IRON PIPE SET IN CONCRETE.
 CT1090'
 CT1090'UNDERGROUND MARK IS SIMILAR TO SURFACE MARK, IT IS IN A CYLINDER
 CT1090'OF CONCRETE 12 INCHES IN DIAMETER AND 12 INCHES LONG.
 CT1090'
 CT1090'REFERENCE MARK IS THE POINT OF A LARGE NAIL PROJECTING ABOVE
 CT1090'CONCRETE THAT FILLS AN IRON PIPE 1-1/2 INCHES IN DIAMETER,
 CT1090'SET IN A CYLINDER OF CONCRETE 12 INCHES IN DIAMETER, PIPE
 CT1090'AND CYLINDER 24 INCHES IN LENGTH, AND IS IN AN E-W FENCE,
 CT1090'SEPARATING PASTURE FROM CULTIVATED FIELD, 234.13 METERS
 CT1090'(768.1-FEET) FROM THE STATION N 7 DEG 35 MIN W.
 CT1090'
 CT1090'OTHER DISTANCES AND BEARINGS ARE AS FOLLOWS--N GABLE OF
 CT1090'KENNARDS HOUSE, 144.92 METERS (475.5 FEET) S 14 DEG 20 MIN E.
 CT1090'NW CORNER OF KENNARDS BARN, ABOUT 150 METERS (492 FEET)
 CT1090'S 48 DEG 08 MIN E.  ELEVATION OF STATION, 619.3 METERS (2,032 FEET).
 CT1090
 CT1090                          STATION RECOVERY (1934)
 CT1090
 CT1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (BAT)
 CT1090'STATION IS INTACT AND UNDISTURBED.
 CT1090'
 CT1090'REFERENCE MARK IS COVERED BY 1 FOOT OF SAND BUT IS ALSO INTACT
 CT1090'AND UNDISTURBED.
 CT1090'
 CT1090'ORIGINAL DESCRIPTION IS CORRECT EXCEPT FOR THE FOLLOWING--
 CT1090'JOHN KENNARD DIED IN 1933 - HIS WIDOW OWNS THE PROPERTY ON
 CT1090'WHICH THE STATION IS LOCATED AND SHE LIVES 1 MILE SSE OF THE
 CT1090'STATION.  THE BARN WITNESSING THE STATION IS DILAPIDATED.
 CT1090'THE PEACH ORCHARD HAS BEEN REMOVED.
 CT1090
 CT1090                          STATION RECOVERY (1936)
 CT1090
 CT1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 CT1090'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CT1090'
 CT1090'TENANT HOUSE IS DISTANT 165 YARDS FROM STATION AND BEARS
 CT1090'155 DEG (MAGNETIC).
 CT1090'
 CT1090'FROM ABILENE GO N FROM THE POST OFFICE ON U.S. HIGHWAY 183 AND
 CT1090'80 (ALTERNATE) N 1.5 MILES.  TURN RIGHT AND GO E ON U.S.
 CT1090'HIGHWAY 80 (ALTERNATE) N 5.4 MILES.  TAKE THE RIGHT FORK OFF THE
 CT1090'HIGHWAY AND CONTINUE E AND S ON A GRADED ROAD 9.9 MILES TO A
 CT1090'T-INTERSECTION AND A SIGN AT THE RIGHT HAMBLY, ALBANY.  TURN
 CT1090'LEFT HERE AND GO N 2.5 MILES TO A POSTED GATE.  PASS THROUGH
 CT1090'THE GATE AND CONTINUE N 0.1 MILE TO THE HOUSE.  BEAR TO THE
 CT1090'RIGHT OF THE HOUSE, PASS THROUGH THE GATE AND THEN TURN LEFT
 CT1090'AND GO W TO A POINT DUE N OF THE HOUSE.  THEN TURN RIGHT AND
 CT1090'GO N ACROSS THE FIELD A LITTLE LESS THAN 0.1 MILE TO THE
 CT1090'HIGHEST POINT IN THE FIELD AND THE STATION.
 CT1090
 CT1090                          STATION RECOVERY (1937)
 CT1090
 CT1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CT1090'STATION FOUND AS DESCRIBED WITH THE EXCEPTION THAT REFERENCE
 CT1090'MARK WAS FOUND UNDER 6 INCHES OF DIRT AND MR. KENNARDS BARN
 CT1090'IS DILAPIDATED AND PEACH ORCHARD HAS BEEN REMOVED.  FOLLOWING
 CT1090'IS THE NEW DESCRIPTION.
 CT1090'
 CT1090'ABOUT 6-1/2 MILES N BY W FROM CLYDE RAILROAD STATION, AND 13
 CT1090'MILES ENE OF ABILENE, IN CULTIVATED FIELD OWNED BY MRS. JOHN
 CT1090'KENNARD.  IT IS NEAR THE N END OF A LONG FLAT TOPPED RIDGE AND
 CT1090'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 CT1090'
 CT1090'STATION IS ABOUT 145 METERS N OF MRS. KENNARDS HOUSE ON THE
 CT1090'HIGHEST POINT NEAR THE CENTER OF CULTIVATED FIELD.
 CT1090'
 CT1090'SURFACE MARK IS A LARGE NAIL IN IRON PIPE SET IN A MASS OF
 CT1090'CONCRETE, FLUSH WITH THE SURFACE OF THE GROUND.
 CT1090'
 CT1090'UNDERGROUND MARK IS SIMILAR TO SURFACE MARK.
 CT1090'
 CT1090'A NEW REFERENCE AND AZIMUTH MARK WERE ESTABLISHED.
 CT1090'
 CT1090'REFERENCE MARK (1937) IS A STANDARD DISK IN CONCRETE POST,
 CT1090'PROJECTING 10 INCHES ABOVE THE GROUND, W OF STATION JUST W OF
 CT1090'FENCE AT W EDGE OF FIELD.
 CT1090'
 CT1090'REFERENCE MARK (1908) IS THE SAME GENERAL TYPE AS THE STATION
 CT1090'MARK AND IT IS N OF STATION 6 INCHES N OF FENCE LINE AT N EDGE
 CT1090'OF FIELD AND 6 INCHES BELOW THE SURFACE OF GROUND.  FOUR STAKES
 CT1090'WERE DRIVEN AROUND THE MARK, THERE IS A TRIANGLE BLAZE ON A
 CT1090'FENCE POST 3 FEET E.
 CT1090'
 CT1090'AZIMUTH MARK (1937) IS A STANDARD DISK IN SOLID ROCK OUTCROP
 CT1090'ABOUT 0.6 MILE S OF STATION, 40 PACES W OF ROAD AND 125 PACES
 CT1090'N OF WINDMILL AT W SIDE OF ROAD.
 CT1090'
 CT1090'REACHED FROM THE RAILROAD DEPOT IN CLYDE BY GOING W ON U.S.
 CT1090'HIGHWAY 80 FOR 0.5 MILE.  THENCE LEAVE U.S. HIGHWAY 80, TURN
 CT1090'RIGHT AND GO N ON A GRADED DIRT ROAD FOR 0.65 MILE.  THENCE LEFT
 CT1090'(W) FOR 0.3 MILE.  THENCE RIGHT (N) ON GRADED DIRT ROAD FOR
 CT1090'5.65 MILES TO WHERE MAIN GRADED ROAD TURNS W.  THENCE CONTINUE
 CT1090'STRAIGHT AHEAD THRU GATE AND GO N ON TRAIL ROAD FOR 0.1 MILE
 CT1090'TO KENNARDS FARM HOUSE.
 CT1090'
 CT1090'ELEVATION OF STATION 619.3 METERS (2,032 FEET).
 CT1090
 CT1090                          STATION RECOVERY (1945)
 CT1090
 CT1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 CT1090'STATION WAS RECOVERED BY THE FOLLOWING DESCRIPTION OBTAINED FROM
 CT1090'CAMP BARKELEY USED.  NO DESCRIPTION WAS SENT TO FIELD.
 CT1090'
 CT1090'STATION IS LOCATED 11 MILES BY ROAD NW OF BAIRD, ABOUT 16 MILES
 CT1090'BY ROAD NE OF ABILENE AND 7-1/2 MILES N OF CLYDE, TOWNS ON
 CT1090'THE TEXAS AND PACIFIC RAILWAY, IN A CULTIVATED FIELD BELONGING TO
 CT1090'JOHN KENNARD.
 CT1090'
 CT1090'TO REACH THE STATION FROM CLYDE, GO W ON U.S. HIGHWAY 80 FOR 0.5
 CT1090'MILE, THENCE LEAVE HIGHWAY, TURN RIGHT (N) AND GO ON A GRADED ROAD
 CT1090'FOR 0.65 MILE, THENCE LEFT (W) FOR 0.3 MILE, THENCE RIGHT (N)
 CT1090'ON GRADED ROAD FOR 5.65 MILES TO WHERE MAIN ROAD TURNS W, THENCE
 CT1090'STRAIGHT AHEAD THRU GATE AND GO N ON TRAIL ROAD FOR 0.1 MILE TO
 CT1090'KENNARDS FARMHOUSE.  STATION IS ABOUT 500 FEET N OF FARMHOUSE ON
 CT1090'HIGH GROUND IN CULTIVATED FIELD.
 CT1090'
 CT1090'STATION MARK WAS RECOVERED IN GOOD CONDITION.  MARK IS FLUSH
 CT1090'WITH GROUND.
 CT1090'
 CT1090'ADDITIONAL TIES OBTAINED FOR PHOTO RECOVERY ARE AS FOLLOWS--
 CT1090'
 CT1090'STATION IS 426 FEET N OF THE FIELDS S BOUNDARY E-W FENCE LINE
 CT1090'AND 280 FEET W OF A DIM ROAD RUNNING N-S SEPARATING TWO
 CT1090'CULTIVATED FIELDS.
 CT1090
 CT1090                          STATION RECOVERY (1949)
 CT1090
 CT1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (HWH)
 CT1090'TO REACH STATION FROM CLYDE, TAKE COUNTY ROAD LEADING OFF NEW
 CT1090'LOCATION U.S. 80 GOING DUE N ABOUT ON THE LINE WITH WEST CITY
 CT1090'LIMITS OF CLYDE.  FOLLOW THIS ROAD DUE N FOR 5.6 MILES TO 90 DEG
 CT1090'TURN TO LEFT, GO THRU GATE STRAIGHT AHEAD, LEAVING COUNTY ROAD
 CT1090'AT THIS POINT AND PROCEED TO ABANDONED FARM HOUSE.  STATION IS
 CT1090'IN CULTIVATE FIELD ABOUT 200 YARDS N OF HOUSE.
 CT1090
 CT1090                          STATION RECOVERY (1955)
 CT1090
 CT1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 CT1090'THE STATION, REFERENCE MARK 1937, AND AZIMUTH MARK WERE RECOVERED
 CT1090'IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.  ABOUT 1/2 HOUR WAS
 CT1090'SPENT IN SEARCHING FOR REFERENCE MARK 1908, BUT IT WAS NOT FOUND.
 CT1090
 CT1090                          STATION RECOVERY (1955)
 CT1090
 CT1090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CT1090'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32099-3, STATION 1024.
 CT1090'
 CT1090'RECOVERED BY USGS IN 1955.
 CT1090'
 CT1090'STATION MARK--A NAIL CEMENTED IN A 1-1/2 IN. PIPE WHICH IN TURN IS
 CT1090'CEMENTED IN A CONCRETE POST 18 IN. IN DIAMETER AND FLUSH WITH THE
 CT1090'SURFACE OF THE GROUND.
 CT1090
 CT1090                          STATION RECOVERY (1957)
 CT1090
 CT1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CAS)
 CT1090'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 CT1090'CONDITION.  THE STATION MARK PROJECTS ABOUT 2 INCHES AND AT TIME
 CT1090'OF RECOVERY A 20-FOOT SIGNAL WAS STANDING OVER THE MARK.
 CT1090'
 CT1090'R.M. 1937 IS WEST OF THE STATION AT EDGE OF CULTIVATED FIELD.
 CT1090'R.M. 1908 IS NORTH OF THE STATION, 118 FEET WEST OF THE WEST
 CT1090'PROPERTY LINE OF THE HUMBLE OIL CO., 3 FEET WEST OF A TRIANGLE
 CT1090'BLAZED FENCE POST AND 6 INCHES NORTH OF THE EAST-WEST FENCE
 CT1090'LINE.  MARK IS ABOUT 4 INCHES BELOW SURFACE OF THE GROUND.
 CT1090'
 CT1090'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH OF THE STATION AND IS
 CT1090'36 PACES WEST-NORTHWEST OF A FENCE POST WITH THE LETTERS UE
 CT1090'PAINTED ON THE EAST SIDE.
 CT1090'
 CT1090'TO REACH STATION FROM CLYDE, FROM THE JUNCTION OF U.S. HIGHWAY
 CT1090'80 AND FARM ROAD 604 IN THE WEST EDGE OF TOWN, GO NORTH ON
 CT1090'FARM ROAD 604 FOR 5.8 MILES TO POINT WHERE MAIN ROAD TURNS LEFT,
 CT1090'CONTINUE STRAIGHT AHEAD THROUGH GATE AND GO NORTH-NORTHWEST
 CT1090'FOR 0.2 MILE TO STATION IN CULTIVATED FIELD.
 CT1090
 CT1090                          STATION RECOVERY (1961)
 CT1090
 CT1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1090'THE STATION MARK, REFERENCE MARK NOS. 1 AND 2 AND THE AZIMUTH
 CT1090'MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO THE
 CT1090'REFERENCE MARKS AND THE AZIMUTH MARK WERE VERIFIED.  THE DISTANCE
 CT1090'TO REFERENCE MARK NO. 2 WAS VERIFIED, HOWEVER THE DISTANCE
 CT1090'TO REFERENCE MARK NO. 1 MISSED THE 1937 DISTANCE BY .159
 CT1090'METERS.  THE DISTANCES WERE MEASURED WITH A 300 FOOT TAPE.
 CT1090'REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.  A COMPLETE
 CT1090'NEW DESCRIPTION FOLLOWS--
 CT1090'
 CT1090'THE STATION IS APPROXIMATELY 13 MILES NORTHEAST OF ABILENE,
 CT1090'9-1/2 MILES NORTHWEST OF BAIRD, 6-1/2 MILES NORTH OF CLYDE,
 CT1090'NEAR THE CENTER OF A FLAT-TOPPED RIDGE IN A CULTIVATED FIELD,
 CT1090'ON PROPERTY OWNED BY MR. WILLIAM KENNARD.
 CT1090'
 CT1090'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 80 AND
 CT1090'FARM ROAD 604, APPROXIMATELY 0.5 MILE WEST OF CLYDE, GO NORTH
 CT1090'ON FARM ROAD 604 FOR 3.0 MILES TO A SIDE ROAD ON THE LEFT AT
 CT1090'THE END OF THE PAVEMENT.  CONTINUE NORTH ON A GRAVEL ROAD 1.5
 CT1090'MILES TO A CROSSROAD.  CONTINUE NORTH ON THE MAIN ROAD 0.55 MILE
 CT1090'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH, WEST AND NORTH
 CT1090'1.0 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT CROSSING
 CT1090'A CATTLE GUARD AND GO EAST 0.2 MILE TO A FENCE AROUND A PUMP
 CT1090'STATION.  BEAR LEFT, THEN RIGHT AROUND THE FENCED-IN AREA AND
 CT1090'GO SOUTH ALONG A FENCE 0.1 MILE TO A GATE AT THE NORTHEAST
 CT1090'CORNER OF A CULTIVATED FIELD.  THE STATION IS APPROXIMATELY
 CT1090'600 FEET SOUTHWEST.
 CT1090'
 CT1090'THE STATION MARK IS A NAIL CEMENTED IN A 1-1/2 INCH PIPE WHICH
 CT1090'IN TURN IS CEMENTED IN A CONCRETE POST 18 INCHES IN DIAMETER
 CT1090'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 275 FEET WEST OF A
 CT1090'FENCE, 257 FEET NORTHEAST OF A POWER POLE AND 147 FEET SOUTHEAST
 CT1090'OF A POWER POLE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 CT1090'
 CT1090'REFERENCE MARK NO. 1 IS A NAIL CEMENTED IN A 1-1/2 INCH PIPE
 CT1090'WHICH IN TURN IS CEMENTED IN A CONCRETE POST 4 INCHES BELOW
 CT1090'THE SURFACE OF THE GROUND.  IT IS 139 FEET NORTH OF A POWER POLE,
 CT1090'45 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 40 FEET SOUTHWEST
 CT1090'OF A POWER POLE AND DIRECTLY BENEATH A FENCE.
 CT1090'
 CT1090'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KENNARD 1908 1937,
 CT1090'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.
 CT1090'IT IS 1 FOOT WEST OF A FENCE AND AT THE WEST EDGE OF THE
 CT1090'CULTIVATED FIELD.
 CT1090'
 CT1090'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KENNARD NO 3 1908,
 CT1090'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 CT1090'IT IS 1 FOOT EAST OF A FENCE AND AT THE EAST EDGE OF THE
 CT1090'CULTIVATED FIELD.
 CT1090'
 CT1090'AZIMUTH MARK IS A STANDARD DISK STAMPED KENNARD 1908 1937,
 CT1090'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CT1090'3 INCHES ON THE NORTH SIDE.  IT IS 125 FEET WEST OF THE CENTER
 CT1090'OF A GRAVEL ROAD AND 2.5 FEET WEST OF A METAL WITNESS POST.
 CT1090'
 CT1090'NOTE--A SMALL AMOUNT OF CLEARING REQUIRED TO SEE THE AZIMUTH MARK
 CT1090'FROM THE GROUND.
 CT1090
 CT1090                          STATION RECOVERY (1965)
 CT1090
 CT1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EFS)
 CT1090'STATION AND AZIMUTH MARK, R.M.S 1, 2, 3, WERE RECOVERED AS
 CT1090'DESCRIBED.
 CT1090
 CT1090                          STATION RECOVERY (2001)
 CT1090
 CT1090'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1507 ***********************************************************************
 BY1507  DESIGNATION -  KENNARD AZ MK
 BY1507  PID         -  BY1507
 BY1507  STATE/COUNTY-  TX/HOUSTON
 BY1507  USGS QUAD   -  KENNARD (1951)
 BY1507
 BY1507                         *CURRENT SURVEY CONTROL
 BY1507  ___________________________________________________________________
 BY1507* NAD 83(1986)-  31 20 51.     (N)    095 14 52.     (W)     SCALED    
 BY1507* NAVD 88     -       134.03   (+/-2cm)     439.7    (feet)  VERTCON   
 BY1507  ___________________________________________________________________
 BY1507  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY1507
 BY1507  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1507
 BY1507.The horizontal coordinates were scaled from a topographic map and have
 BY1507.an estimated accuracy of +/- 6 seconds.
 BY1507
 BY1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1507.The vertical order pertains to the NGVD 29 superseded value.
 BY1507
 BY1507.The geoid height was determined by GEOID03.
 BY1507
 BY1507;                    North         East    Units  Estimated Accuracy
 BY1507;SPC TX C     - 3,197,390.    1,183,710.      MT  (+/- 180 meters Scaled)
 BY1507
 BY1507                          SUPERSEDED SURVEY CONTROL
 BY1507
 BY1507  NGVD 29 (??/??/92)  134.044  (m)          439.78   (f) ADJ UNCH    2 0
 BY1507
 BY1507.Superseded values are not recommended for survey control.
 BY1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1507.See file dsdata.txt to determine how the superseded data were derived.
 BY1507
 BY1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ861702(NAD 83)
 BY1507_MARKER: DZ = AZIMUTH MARK DISK
 BY1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1507_STAMPING: KENNARD 1942
 BY1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1507+STABILITY: SURFACE MOTION
 BY1507
 BY1507  HISTORY     - Date     Condition        Report By
 BY1507  HISTORY     - 1942     MONUMENTED       CGS
 BY1507  HISTORY     - 1948     GOOD             NGS
 BY1507
 BY1507                          STATION DESCRIPTION
 BY1507
 BY1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1507'3.8 MI W FROM KENNARD.
 BY1507'3.8 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1507'SERVICE ROAD NO. 25 AT KENNARD, 0.45 MILE WEST OF THE JUNCTION OF
 BY1507'FOREST SERVICE ROAD NO. 24, 0.45 MILE EAST OF THE JUNCTION OF FOREST
 BY1507'SERVICE ROAD NO. 14, ABOUT 0.15 MILE WEST OF A CULVERT, ABOUT 60 YARDS
 BY1507'WEST OF A HIGHWAY CONCRETE RIGHT-OF-WAY POST AND THE TOP OF A RISE,
 BY1507'41.9 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12.0 FEET NORTHEAST
 BY1507'OF A TELEPHONE POLE, 7.5 FEET EAST OF A REFERENCE POST, SET IN TOP OF
 BY1507'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1499 ***********************************************************************
 BY1499  DESIGNATION -  KENNARD RM 1
 BY1499  PID         -  BY1499
 BY1499  STATE/COUNTY-  TX/HOUSTON
 BY1499  USGS QUAD   -  KENNARD (1951)
 BY1499
 BY1499                         *CURRENT SURVEY CONTROL
 BY1499  ___________________________________________________________________
 BY1499* NAD 83(1986)-  31 20 58.     (N)    095 14 23.     (W)     SCALED    
 BY1499* NAVD 88     -       137.43   (+/-2cm)     450.9    (feet)  VERTCON   
 BY1499  ___________________________________________________________________
 BY1499  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1499
 BY1499  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1499
 BY1499.The horizontal coordinates were scaled from a topographic map and have
 BY1499.an estimated accuracy of +/- 6 seconds.
 BY1499
 BY1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1499.The vertical order pertains to the NGVD 29 superseded value.
 BY1499
 BY1499.The geoid height was determined by GEOID03.
 BY1499
 BY1499;                    North         East    Units  Estimated Accuracy
 BY1499;SPC TX C     - 3,197,640.    1,184,460.      MT  (+/- 180 meters Scaled)
 BY1499
 BY1499                          SUPERSEDED SURVEY CONTROL
 BY1499
 BY1499  NGVD 29 (??/??/92)  137.436  (m)          450.90   (f) ADJ UNCH    2 0
 BY1499
 BY1499.Superseded values are not recommended for survey control.
 BY1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1499.See file dsdata.txt to determine how the superseded data were derived.
 BY1499
 BY1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ869704(NAD 83)
 BY1499_MARKER: DR = REFERENCE MARK DISK
 BY1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1499_STAMPING: KENNARD NO. 1 1942
 BY1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1499+STABILITY: SURFACE MOTION
 BY1499
 BY1499  HISTORY     - Date     Condition        Report By
 BY1499  HISTORY     - 1942     MONUMENTED       CGS
 BY1499  HISTORY     - 1948     GOOD             NGS
 BY1499
 BY1499                          STATION DESCRIPTION
 BY1499
 BY1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1499'3.3 MI W FROM KENNARD.
 BY1499'3.3 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1499'SERVICE ROAD NO. 25 AT KENNARD, 387.0 FEET EAST OF THE JUNCTION OF THE
 BY1499'CENTER LINES OF THE HIGHWAY AND FOREST SERVICE ROAD NO. 24, 149.7 FEET
 BY1499'EAST OF KENNARD R.M. 2, 127.4 FEET SOUTHEAST OF KENNARD 1942, 46.0
 BY1499'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10.0 FEET NORTHWEST OF A
 BY1499'TELEPHONE POLE, 1.8 FEET EAST OF A REFERENCE POST, SET IN TOP OF A
 BY1499'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1501 ***********************************************************************
 BY1501  DESIGNATION -  KENNARD RM 2
 BY1501  PID         -  BY1501
 BY1501  STATE/COUNTY-  TX/HOUSTON
 BY1501  USGS QUAD   -  KENNARD (1951)
 BY1501
 BY1501                         *CURRENT SURVEY CONTROL
 BY1501  ___________________________________________________________________
 BY1501* NAD 83(1986)-  31 20 58.     (N)    095 14 23.     (W)     SCALED    
 BY1501* NAVD 88     -       136.43   (+/-2cm)     447.6    (feet)  VERTCON   
 BY1501  ___________________________________________________________________
 BY1501  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BY1501
 BY1501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1501
 BY1501.The horizontal coordinates were scaled from a topographic map and have
 BY1501.an estimated accuracy of +/- 6 seconds.
 BY1501
 BY1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1501.The vertical order pertains to the NGVD 29 superseded value.
 BY1501
 BY1501.The geoid height was determined by GEOID03.
 BY1501
 BY1501;                    North         East    Units  Estimated Accuracy
 BY1501;SPC TX C     - 3,197,640.    1,184,460.      MT  (+/- 180 meters Scaled)
 BY1501
 BY1501                          SUPERSEDED SURVEY CONTROL
 BY1501
 BY1501  NGVD 29 (??/??/92)  136.442  (m)          447.64   (f) ADJ UNCH    2 0
 BY1501
 BY1501.Superseded values are not recommended for survey control.
 BY1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1501.See file dsdata.txt to determine how the superseded data were derived.
 BY1501
 BY1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ869704(NAD 83)
 BY1501_MARKER: DR = REFERENCE MARK DISK
 BY1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1501_STAMPING: KENNARD NO. 2 1942
 BY1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1501+STABILITY: SURFACE MOTION
 BY1501
 BY1501  HISTORY     - Date     Condition        Report By
 BY1501  HISTORY     - 1942     MONUMENTED       CGS
 BY1501  HISTORY     - 1948     GOOD             NGS
 BY1501
 BY1501                          STATION DESCRIPTION
 BY1501
 BY1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY1501'3.3 MI W FROM KENNARD.
 BY1501'3.3 MILES WEST ALONG STATE HIGHWAY NO. 7 FROM THE JUNCTION OF FOREST
 BY1501'SERVICE ROAD NO. 25 AT KENNARD, 236.0 FEET EAST OF THE CENTER OF THE
 BY1501'JUNCTION OF FOREST SERVICE ROAD NO. 24, 149.7 FEET WEST OF KENNARD
 BY1501'R.M. 1, 109.1 FEET SOUTHWEST OF KENNARD 1942, 96.0 FEET EAST OF THE
 BY1501'FIRST POWER POLE SOUTH OF THE HIGHWAY, 41.1 FEET SOUTH OF THE CENTER
 BY1501'LINE OF THE HIGHWAY, 2.0 FEET WEST OF A REFERENCE POST, SET IN TOP OF
 BY1501'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2930 ***********************************************************************
 CS2930  DESIGNATION -  KENNEDALE
 CS2930  PID         -  CS2930
 CS2930  STATE/COUNTY-  TX/TARRANT
 CS2930  USGS QUAD   -  KENNEDALE (1981)
 CS2930
 CS2930                         *CURRENT SURVEY CONTROL
 CS2930  ___________________________________________________________________
 CS2930* NAD 83(1993)-  32 38 50.08471(N)    097 13 18.00528(W)     ADJUSTED  
 CS2930* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 CS2930  ___________________________________________________________________
 CS2930  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 CS2930  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CS2930
 CS2930  HORZ ORDER  -  SECOND
 CS2930
 CS2930.The horizontal coordinates were established by classical geodetic methods
 CS2930.and adjusted by the National Geodetic Survey in February 1996..
 CS2930
 CS2930.The orthometric height was scaled from a topographic map.
 CS2930
 CS2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2930
 CS2930.The geoid height was determined by GEOID03.
 CS2930
 CS2930;                    North         East     Units Scale Factor Converg.
 CS2930;SPC TXNC     - 2,109,466.236   719,922.075   MT  0.99989737   +0 41 49.9
 CS2930;SPC TXNC     - 6,920,807.14  2,361,944.34   sFT  0.99989737   +0 41 49.9
 CS2930;UTM  14      - 3,613,578.330   666,793.547   MT  0.99994305   +0 57 34.5
 CS2930
 CS2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2930!SPC TXNC     -   0.99997291  x   0.99989737  =   0.99987029
 CS2930!UTM  14      -   0.99997291  x   0.99994305  =   0.99991597
 CS2930
 CS2930|---------------------------------------------------------------------|
 CS2930| PID    Reference Object                     Distance      Geod. Az  |
 CS2930|                                                           dddmmss.s |
 CS2930| CY1385 KENNEDALE RM 1                       42.927 METERS 03215     |
 CS2930| CS2928 DAL WORTHINGTON GARDENS TANK        APPROX. 8.2 KM 0515607.7 |
 CS2930| CY1387 KENNEDALE RM 3                       22.128 METERS 15533     |
 CS2930| CS2948 FOREST HILL USPH SERV HOSP STK      APPROX. 7.3 KM 3011509.1 |
 CS2930| CY1386 KENNEDALE RM 2                       44.638 METERS 30921     |
 CS2930| CY1384 KENNEDALE AZ MK                                    3152758.7 |
 CS2930| CS2931 FORT WORTH MASON HOME TALL TK       APPROX. 8.7 KM 3205509.2 |
 CS2930| CS2958 FORT WORTH MUNICIPAL TANK           APPROX. 9.9 KM 3374314.6 |
 CS2930| CS2927 HANDLEY DISTRICT 2 WATER TANK       APPROX.10.0 KM 3545944.2 |
 CS2930|---------------------------------------------------------------------|
 CS2930
 CS2930                          SUPERSEDED SURVEY CONTROL
 CS2930
 CS2930  NAD 83(1986)-  32 38 50.08919(N)    097 13 17.98729(W) AD(       ) 2
 CS2930  NAD 27      -  32 38 49.60600(N)    097 13 16.94100(W) AD(       ) 2
 CS2930
 CS2930.Superseded values are not recommended for survey control.
 CS2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2930.See file dsdata.txt to determine how the superseded data were derived.
 CS2930
 CS2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB6679413578(NAD 83)
 CS2930_MARKER: DS = TRIANGULATION STATION DISK
 CS2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS2930+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 CS2930
 CS2930  HISTORY     - Date     Condition        Report By
 CS2930  HISTORY     - 1947     MONUMENTED       CGS
 CS2930  HISTORY     - 1958     GOOD             CGS
 CS2930  HISTORY     - 1963     GOOD             CGS
 CS2930  HISTORY     - 1966     GOOD             CGS
 CS2930  HISTORY     - 1980     GOOD             NGS
 CS2930  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 CS2930  HISTORY     - 20041104 GOOD             INDIV
 CS2930
 CS2930                          STATION DESCRIPTION
 CS2930
 CS2930'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG)
 CS2930'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF THE FORT
 CS2930'WORTH POST OFFICE, 73 FEET NORTHEAST OF THE CENTERLINE OF
 CS2930'U.S. HIGHWAY 287, 129 FEET SOUTHWEST OF THE ENTRANCE PATH
 CS2930'TO THE KENNEDALE SCHOOL, 85 FEET WEST OF WINDMILL AND 23
 CS2930'FEET EAST OF WITNESS POST AND FENCE.  THE MARK PROJECTS 6
 CS2930'INCHES AND THE DISC IS STAMPED, KENNEDALE 1947.
 CS2930'
 CS2930'REFERENCE MARK NO. 1 IS 140.99 FEET NORTHEAST OF THE STATION,
 CS2930'26 FEET SOUTHEAST OF THE ENTRANCE PATH TO THE KENNEDALE SCHOOL
 CS2930'AND 1 FOOT WEST OF A ROCK WALL SURROUNDING THE SCHOOL.  THE
 CS2930'MARK PROJECTS 4 INCHES AND THE DISC IS STAMPED, KENNEDALE
 CS2930'NO 1 1947.
 CS2930'
 CS2930'REFERENCE MARK NO. 2 IS 146.45 FEET NORTHWEST OF STATION
 CS2930'AND 1 FOOT NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE
 CS2930'ALONG U.S. HIGHWAY 287.  THE MARK PROJECTS 4 INCHES AND THE
 CS2930'DISC IS STAMPED, KENNEDALE NO 2 1947.
 CS2930'
 CS2930'THE AZIMUTH MARK IS 0.5 MILE NORTHWEST OF THE STATION, 50
 CS2930'FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 287, 6
 CS2930'FEET SOUTHEAST OF A WITNESS POST, 1 FOOT NORTHEAST OF THE
 CS2930'FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 CS2930'STAMPED KENNEDALE 1947.
 CS2930'
 CS2930'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80
 CS2930'AND 287 AT THE EAST SIDE OF THE POST OFFICE IN FORT WORTH,
 CS2930'GO SOUTH AND EAST ON U.S. HIGHWAY 287 FOR 10.9 MILES TO THE
 CS2930'KENNEDALE SCHOOL ON THE LEFT AND THE STATION AS DESCRIBED.
 CS2930'
 CS2930'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 CS2930'ON U.S. HIGHWAY 287 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 CS2930'LEFT.
 CS2930'
 CS2930'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CS2930
 CS2930                          STATION RECOVERY (1958)
 CS2930
 CS2930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 CS2930'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE
 CS2930'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE SCHOOL BUILDING
 CS2930'ON 1947 HAS BEEN REMOVED AND A NEW SCHOOL BUILDING IS NOW
 CS2930'WEST OF THE OLD BUILDING SITE WHICH IS NOW A PLAYGROUND.
 CS2930'ALL OF THE ORIGINAL MEASUREMENTS APPLY TO THE PLAYGROUND
 CS2930'SITE AND SURROUNDING STONE WALL.  THE WINDMILL HAS BEEN
 CS2930'REMOVED AND A PUMP IS NOW OVER THE WELL.  THE STATION IS
 CS2930'NOW A FLUSH MARK IN THE PARKING AREA.
 CS2930
 CS2930                          STATION RECOVERY (1963)
 CS2930
 CS2930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CS2930'THE STATION MARK, REFERENCE MARK NO 1, AND THE AZIMUTH MARK
 CS2930'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 CS2930'SEARCHED FOR BUT NOT FOUND.
 CS2930'
 CS2930'THE STATION IS NEAR THE SOUTHEAST PART OF THE SCHOOL GROUNDS
 CS2930'IN A PARKING AREA.  IT IS 113 FEET SOUTHEAST OF THE ENTRANCE
 CS2930'TO THE KENNEDALE SCHOOL, 123 FEET SOUTH OF THE SOUTHWEST
 CS2930'CORNER OF A ROCK WALL, 95 FEET NORTHWEST OF THE CENTER OF
 CS2930'CRESTVIEW STREET, AND 22 FEET NORTHEAST OF THE ROAD RIGHT-OF-WAY
 CS2930'FENCE.  THE DISK IS STAMPED KENNEDALE 1947 AND SET IN A SQUARE
 CS2930'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 CS2930'
 CS2930'REFERENCE MARK NO. 1 IS 26 FEET SOUTHEAST OF THE CONCRETE
 CS2930'STEPS AND 1 FOOT WEST OF THE REMAINS OF ROCK WALL.
 CS2930'
 CS2930'AZIMUTH MARK, A STANDARD DISK STAMPED KENNEDALE 1947, SET
 CS2930'IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CS2930'IT IS 185 FEET SOUTHEAST OF WOODLEY STREET AND 3 FEET NORTHWEST
 CS2930'OF A POWER LINE POLE NO. 55.
 CS2930'
 CS2930'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF
 CS2930'INTERSTATE 820 AND U.S. HIGHWAY 287, GO SOUTHEAST ON U.S.
 CS2930'HIGHWAY 287 FOR 1.2 MILES TO AZIMUTH MARK ON THE RIGHT.
 CS2930'CONTINUE ON HIGHWAY 0.6 MILE TO STATION ON THE LEFT.
 CS2930
 CS2930                          STATION RECOVERY (1966)
 CS2930
 CS2930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 CS2930'THE STATION MARK, REFERENCE MARK NO. 1, AND AZIMUTH MARK WERE
 CS2930'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT
 CS2930'FOUND.  ONE NEW REFERENCE MARK WAS SET.  A COMPLETE DESCRIPTION
 CS2930'FOLLOWS--
 CS2930'
 CS2930'STATION IS ABOUT 9 MILES SOUTHEAST OF DOWN TOWN FORT WORTH,
 CS2930'ALONG U.S. HIGHWAY 287, AT KENNEDALE, IN A PARKING AREA AT
 CS2930'THE SOUTHEAST PART OF THE KENNEDALE SCHOOL GROUNDS.
 CS2930'
 CS2930'TO REACH THE STATION FROM INTERSTATE HIGHWAY 820 AND U.S.
 CS2930'HIGHWAY 287 IN THE SOUTHEAST PART OF FORT WORTH, GO SOUTHEAST
 CS2930'ON U.S. HIGHWAY 287 FOR 1.2 MILES TO AZIMUTH MARK ON THE RIGHT.
 CS2930'CONTINUE ON THE HIGHWAY 0.6 MILE TO THE KENNEDALE SCHOOL
 CS2930'AND STATION ON THE LEFT.
 CS2930'
 CS2930'STATION MARK, A STANDARD DISK, STAMPED KENNEDALE 1947, IS
 CS2930'SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH SURFACE
 CS2930'OF GROUND.  IT IS 113 FEET SOUTHEAST OF THE ENTRANCE TO
 CS2930'SCHOOL, 123 FEET SOUTH OF A ROCK WALL, 95 FEET NORTHWEST OF
 CS2930'THE CENTER OF CRESTVIEW STREET, 57 FEET NORTHEAST OF THE
 CS2930'HIGHWAY CENTER LINE, AND 22 FEET NORTHEAST OF A WOOVEN WIRE
 CS2930'FENCE.
 CS2930'
 CS2930'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED KENNEDALE
 CS2930'NO 1 1947, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 CS2930'WITH THE SURFACE OF GROUND.  IT IS 26 FEET SOUTHEAST OF
 CS2930'THE CONCRETE STEPS WHICH IS AN ENTRANCE THROUGH THE ROCK WALL
 CS2930'TO SCHOOL, AND 1 FOOT WEST OF THE ROCK WALL.
 CS2930'
 CS2930'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED KENNEDALE
 CS2930'1947 NO 3 1966, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH
 CS2930'WITH SURFACE OF GROUND.  IT IS 51 FEET NORTHEAST OF THE
 CS2930'HIGHWAY CENTER LINE, 77 FEET WEST OF THE CENTER OF CRESTVIEW
 CS2930'STREET, 9 FEET NORTHEAST OF A FIRE HYDRANT, AND 1 FOOT NORTH
 CS2930'OF THE WOOVEN WIRE FENCE.
 CS2930'
 CS2930'AZIMUTH MARK, A STANDARD DISK, STAMPED KENNEDALE 1947, IS
 CS2930'SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS 2 INCHES
 CS2930'ABOVE SURFACE OF GROUND.  IT IS 50 FEET SOUTHWEST OF THE
 CS2930'CENTER LINE OF U.S. HIGHWAY 287, 185 FEET SOUTHEAST OF THE
 CS2930'CENTER OF WOODLEY STREET, AND 3 FEET NORTHWEST OF A POWER
 CS2930'LINE POLE NO. 55.
 CS2930'
 CS2930'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KENNEDALE
 CS2930
 CS2930                          STATION RECOVERY (1980)
 CS2930
 CS2930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JN)
 CS2930'KENNEDALE - 1947 RECOVERED IN GOOD CONDITION - DESCRIPTION
 CS2930'ADEQUATE - ADD FOLLOWING WORDS KENNEDALE SCHOOL ADMINSTRATION
 CS2930'OFFICE.
 CS2930'
 CS2930'REF NO. 1 - SEARCHED FOR BY DIGGING - UNABLE TO LOCATED.
 CS2930'
 CS2930'REF NO. 3 - SEEMS TO HAVE BEEN DISTURBED W) CALIBRATED 100 FEET
 CS2930'CHAIN - TEMP 92 DEG F - DIST 72.95 - TENSION 20 LBS. - SURPORTED.
 CS2930'
 CS2930'AZI MARK - GOOD CONDITION - DESCRIPTION ADEQUATE UNABLE TO SEE AZI.
 CS2930'MARK FROM STA WITHOUT TOWER BECAUSE OF TREES ON LINE.
 CS2930'
 CS2930'DISTANCE AND DIRECTION FROM NEAREST TOWN--KENNEDALE TEXAS.
 CS2930
 CS2930                          STATION RECOVERY (1997)
 CS2930
 CS2930'RECOVERY NOTE BY US POWER SQUADRON 1997
 CS2930'MARK NOT FOUND.
 CS2930
 CS2930                          STATION RECOVERY (2004)
 CS2930
 CS2930'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (WME)
 CS2930'FOUND CONCRETE MONUMENT WITH USC AND GS BRASS CAP MARKED KENNEDALE
 CS2930' 
 CS2930'IN PLACE AND UNDISTURBED IN A GRASSY AREA ON THE WEST SIDE OF A
 CS2930' 
 CS2930'PARKING AREA FOR THE KENNEDALE ISD ALTERNATIVE SCHOOL BUILDING NEAR
 CS2930' 
 CS2930'THE INTERSECTION OF CRESTVIEW DRIVE (NEW HOPE ROAD) AND OLD U. S.
 CS2930' 
 CS2930'HIGHWAY NO 287 IN KENNEDALE, TARRANT COUNTY, TEXAS.  POST PROCESSED
 CS2930' 
 CS2930'A BASE LINE FROM CORS STATION ARLINGTON RRP2 AND FOUND THE MY
 CS2930' 
 CS2930'POSITION TO BE WITHIN 0.08' FROM THE STATED POSITION USING 2.5 HOURS
 CS2930' 
 CS2930' 
 CS2930'OF STATIC GPS DATA AT 15 SEC EPOCHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0180 ***********************************************************************
 AP0180  DESIGNATION -  KENNEDY
 AP0180  PID         -  AP0180
 AP0180  STATE/COUNTY-  TX/MAVERICK
 AP0180  USGS QUAD   -  FARIAS RANCH (1982)
 AP0180
 AP0180                         *CURRENT SURVEY CONTROL
 AP0180  ___________________________________________________________________
 AP0180* NAD 83(1993)-  28 33 02.89447(N)    100 13 34.50567(W)     ADJUSTED  
 AP0180* NAVD 88     -       266.1    (meters)     873.     (feet)  VERTCON   
 AP0180  ___________________________________________________________________
 AP0180  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AP0180  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AP0180
 AP0180  HORZ ORDER  -  FIRST
 AP0180
 AP0180.The horizontal coordinates were established by classical geodetic methods
 AP0180.and adjusted by the National Geodetic Survey in February 1996..
 AP0180
 AP0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 AP0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AP0180
 AP0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AP0180
 AP0180.The geoid height was determined by GEOID03.
 AP0180
 AP0180;                    North         East     Units Scale Factor Converg.
 AP0180;SPC TXSC     - 4,080,146.317   480,009.934   MT  0.99995614   -0 36 02.7
 AP0180;SPC TXSC     -13,386,280.04  1,574,832.59   sFT  0.99995614   -0 36 02.7
 AP0180;UTM  14      - 3,158,833.770   380,045.462   MT  0.99977758   -0 35 10.1
 AP0180
 AP0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AP0180!SPC TXSC     -   0.99996183  x   0.99995614  =   0.99991797
 AP0180!UTM  14      -   0.99996183  x   0.99977758  =   0.99973942
 AP0180
 AP0180:                Primary Azimuth Mark                     Grid Az
 AP0180:SPC TXSC     -  GLASS                                    145 59 17.9
 AP0180:UTM  14      -  GLASS                                    145 58 25.3
 AP0180
 AP0180|---------------------------------------------------------------------|
 AP0180| PID    Reference Object                     Distance      Geod. Az  |
 AP0180|                                                           dddmmss.s |
 AP0180| AP0222 GLASS                               APPROX.10.8 KM 1452315.2 |
 AP0180| AP0184 SINGLE GRAY SILO                    APPROX.12.9 KM 2611652.0 |
 AP0180| CV5348 KENNEDY RM                           12.808 METERS 35227     |
 AP0180|---------------------------------------------------------------------|
 AP0180
 AP0180                          SUPERSEDED SURVEY CONTROL
 AP0180
 AP0180  NAD 83(1986)-  28 33 02.89036(N)    100 13 34.48305(W) AD(       ) 1
 AP0180  NAD 27      -  28 33 01.95000(N)    100 13 33.23600(W) AD(       ) 1
 AP0180  NGVD 29 (07/19/86)  266.0    (m)          873.     (f) VERT ANG       
 AP0180
 AP0180.Superseded values are not recommended for survey control.
 AP0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0180.See file dsdata.txt to determine how the superseded data were derived.
 AP0180
 AP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS8004558834(NAD 83)
 AP0180_MARKER: DS = TRIANGULATION STATION DISK
 AP0180_SETTING: 0 = UNSPECIFIED SETTING
 AP0180
 AP0180  HISTORY     - Date     Condition        Report By
 AP0180  HISTORY     - 1918     MONUMENTED       CGS
 AP0180
 AP0180                          STATION DESCRIPTION
 AP0180
 AP0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 AP0180'STATION IS ABOUT 7 MILES N OF THE MC FARLAND RANCH HOUSE AND
 AP0180'STOCK PENS, ON THE TOP OF A VERY FLAT HILL WITH NO DISTINCTIVE
 AP0180'FEATURES.
 AP0180'
 AP0180'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF CONCRETE.
 AP0180'
 AP0180'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AP0180'
 AP0180'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BLOCK OF
 AP0180'CONCRETE, 12.808 METERS (42.02 FEET) FROM THE STATION,
 AP0180'N 07 DEG 34 MIN W.
 AP0180'
 AP0180'TO REACH THE STATION FROM MC FARLAND PENS, TAKE THE ROAD
 AP0180'LEADING EASTWARD TO GLASS RANCH, PASSING THROUGH THE BOARD
 AP0180'GATE TO THE E OF THE DIRT TANK, AND JUST N OF THE GATE TAKE THE
 AP0180'LEFT ROAD LEADING IN A NE DIRECTION AND FOLLOW TO A LARGE DIRT
 AP0180'TANK, AROUND WHICH ARE TALL WILLOWS.  HERE TURN TO THE LEFT
 AP0180'AND GO ACROSS HILLS AND SMALL VALLEYS ABOUT 3 MILES PAST A
 AP0180'SECOND DIRT TANK TO THE STATION.  THE SECOND DIRT TANK IS ABOUT
 AP0180'3/4 MILE FROM THE STATION, S 33 DEG 48 MIN E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2028 ***********************************************************************
 AY2028  DESIGNATION -  KENNEDY 1924
 AY2028  PID         -  AY2028
 AY2028  STATE/COUNTY-  TX/UVALDE
 AY2028  USGS QUAD   -  IRISHMAN HILL (1970)
 AY2028
 AY2028                         *CURRENT SURVEY CONTROL
 AY2028  ___________________________________________________________________
 AY2028* NAD 83(1993)-  29 10 30.14795(N)    099 24 54.57267(W)     ADJUSTED  
 AY2028* NAVD 88     -       290.6    (meters)     953.     (feet)  VERTCON   
 AY2028  ___________________________________________________________________
 AY2028  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AY2028  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AY2028
 AY2028  HORZ ORDER  -  FIRST
 AY2028
 AY2028.The horizontal coordinates were established by classical geodetic methods
 AY2028.and adjusted by the National Geodetic Survey in February 1996..
 AY2028
 AY2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2028
 AY2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2028
 AY2028.The geoid height was determined by GEOID03.
 AY2028
 AY2028;                    North         East     Units Scale Factor Converg.
 AY2028;SPC TXSC     - 4,148,768.519   559,621.146   MT  0.99986711   -0 12 12.2
 AY2028;SPC TXSC     -13,611,418.05  1,836,023.71   sFT  0.99986711   -0 12 12.2
 AY2028;UTM  14      - 3,227,450.218   459,631.661   MT  0.99962011   -0 12 08.6
 AY2028
 AY2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2028!SPC TXSC     -   0.99995802  x   0.99986711  =   0.99982514
 AY2028!UTM  14      -   0.99995802  x   0.99962011  =   0.99957815
 AY2028
 AY2028|---------------------------------------------------------------------|
 AY2028| PID    Reference Object                     Distance      Geod. Az  |
 AY2028|                                                           dddmmss.s |
 AY2028| AY2027 IRISHMAN USGS 1924                   72.746 METERS 08916     |
 AY2028| AY2029 SABINAL NEW WATER TANK              APPROX.16.8 KM 3414716.5 |
 AY2028| AY2004 CRANE 1924                          APPROX.41.0 KM 3521755.4 |
 AY2028|---------------------------------------------------------------------|
 AY2028
 AY2028                          SUPERSEDED SURVEY CONTROL
 AY2028
 AY2028  NAD 83(1986)-  29 10 30.14832(N)    099 24 54.55477(W) AD(       ) 1
 AY2028  NAD 27      -  29 10 29.28900(N)    099 24 53.39100(W) AD(       ) 1
 AY2028  NGVD 29 (07/19/86)  290.5    (m)          953.     (f) VERT ANG       
 AY2028
 AY2028.Superseded values are not recommended for survey control.
 AY2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2028.See file dsdata.txt to determine how the superseded data were derived.
 AY2028
 AY2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT5963227450(NAD 83)
 AY2028_MARKER: P = PIPE CAP
 AY2028_SETTING: 0 = UNSPECIFIED SETTING
 AY2028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY2028
 AY2028  HISTORY     - Date     Condition        Report By
 AY2028  HISTORY     - 1924     MONUMENTED       CGS
 AY2028  HISTORY     - 1962     GOOD             SHELL
 AY2028  HISTORY     - 1968     GOOD             CGS
 AY2028
 AY2028                          STATION DESCRIPTION
 AY2028
 AY2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (HO)
 AY2028'ABOUT 10 MILES E OF S FROM SABINAL, 3 MILES E OF THE SABINAL-FRIO
 AY2028'TOWN ROAD, IN THE KENNEDY PASTURE, ABOUT 3 MILES SE OF THE
 AY2028'KENNEDY RANCH BUILDINGS, ON THE HIGHEST POINT IN THE VICINITY,
 AY2028'A HILL WELL KNOWN LOCALLY AS IRISHMANS HILL.  STATION IRISHMAN
 AY2028'(U.S.G.S.), ON THE SAME HILL, IS MARKED WITH AN IRON PIPE,
 AY2028'AND IS 72.746 METERS (238.67 FEET) FROM THE STATION,
 AY2028'S 90 DEG 44 MIN E.   THE HILL IS COVERED WITH BRUSH 6 TO 8 FEET
 AY2028'HIGH WHICH IS VERY THICK.  ABOUT 5 MILES NW OF THE STATION IS
 AY2028'A SMALLER LONE HILL, RISING FROM A PLAIN, AND MUCH MORE
 AY2028'NOTICEABLE THAN THE STATION HILL.
 AY2028'
 AY2028'SURFACE MARK IS AN IRON PIPE WITH SCREW CAP STATION MARK.
 AY2028'
 AY2028'UNDERGROUND MARK IS STANDARD DISK STATION MARK IN CONCRETE.
 AY2028'
 AY2028'REACHED FROM SABINAL BY THE FRIO TOWN ROAD S 7-1/2 MILES TO
 AY2028'END OF LANE, THENCE E 1-1/4 MILES TO THE KENNEDY RANCH BUILDINGS.
 AY2028'PASS THROUGH THE STOCK LOTS, AND FOLLOW ROAD SE ABOUT 3 MILES
 AY2028'THROUGH PASTURE TO PEN FILLED (IN 1924) WITH BEEHIVES, WHICH IS
 AY2028'ABOUT 1/3 MILE NE OF THE STATION.  GOING FROM THE KENNEDY
 AY2028'RANCH TO THE STATION FOLLOW THE MAIN TRAVELED ROAD ABOUT 1/2
 AY2028'MILE, THEN TAKE ROAD TO LEFT AT FORKS.  BEARING FROM STATION OF
 AY2028'SABINAL NEW WATER TANK, IS N 18 DEG 13 MIN W.  ELEVATION
 AY2028'OF STATION, 290.5 METERS (953 FEET).
 AY2028
 AY2028                          STATION RECOVERY (1962)
 AY2028
 AY2028'RECOVERY NOTE BY SHELL OIL COMPANY 1962 (DHA)
 AY2028'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IRISHMAN (USGS)
 AY2028'ALSO RECOVERED IN GOOD CONDITION.
 AY2028'
 AY2028'THE KENNEDY RANCH AS REFERRED TO NOW BELONGS TO R.J. NUNLEY
 AY2028'WHO LIVES IN SABINAL, TEXAS.
 AY2028
 AY2028                          STATION RECOVERY (1968)
 AY2028
 AY2028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GDF)
 AY2028'STATION FOUND AS DESCRIBED AND NOTED BY SHELL OIL CO. IN RECOVERY
 AY2028'NOTE OF 1962.  STATION IS NW OF THE HIGH POINT.
 AY2028'
 AY2028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SABINAL 11 MILES
 AY2028'SSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9235 ***********************************************************************
 AF9235  DESIGNATION -  KENNEDY ET
 AF9235  PID         -  AF9235
 AF9235  STATE/COUNTY-  TX/KENT
 AF9235  USGS QUAD   -  GIRARD (1959)
 AF9235
 AF9235                         *CURRENT SURVEY CONTROL
 AF9235  ___________________________________________________________________
 AF9235* NAD 83(1993)-  33 17 34.21785(N)    100 38 40.22940(W)     ADJUSTED  
 AF9235* NAVD 88     -       648.2    (meters)    2127.     (feet)  VERTCON   
 AF9235  ___________________________________________________________________
 AF9235  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 AF9235  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AF9235
 AF9235  HORZ ORDER  -  THIRD
 AF9235
 AF9235.The horizontal coordinates were established by classical geodetic methods
 AF9235.and adjusted by the National Geodetic Survey in July 1998..
 AF9235
 AF9235.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9235
 AF9235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9235
 AF9235.The geoid height was determined by GEOID03.
 AF9235
 AF9235;                    North         East     Units Scale Factor Converg.
 AF9235;SPC TXNC     - 2,182,365.120   400,291.036   MT  0.99988145   -1 10 10.6
 AF9235;SPC TXNC     - 7,159,976.23  1,313,288.17   sFT  0.99988145   -1 10 10.6
 AF9235;UTM  14      - 3,684,958.215   346,877.971   MT  0.99988908   -0 54 10.4
 AF9235
 AF9235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9235!SPC TXNC     -   0.99990240  x   0.99988145  =   0.99978386
 AF9235!UTM  14      -   0.99990240  x   0.99988908  =   0.99979149
 AF9235
 AF9235                          SUPERSEDED SURVEY CONTROL
 AF9235
 AF9235  NGVD 29 (07/17/98)  648.0    (m)         2126.     (f) VERT ANG       
 AF9235
 AF9235.Superseded values are not recommended for survey control.
 AF9235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9235.See file dsdata.txt to determine how the superseded data were derived.
 AF9235
 AF9235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB4687884958(NAD 83)
 AF9235_MARKER: DS = TRIANGULATION STATION DISK
 AF9235
 AF9235  HISTORY     - Date     Condition        Report By
 AF9235  HISTORY     - 1958     MONUMENTED       USGS
 AF9235
 AF9235                          STATION DESCRIPTION
 AF9235
 AF9235'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 AF9235'STATION IS LOCATED 5 MI. NW. OF JAYTON, 6 MI. S. OF GIRARD, ON A SMALL
 AF9235'KNOLL IN MESQUITE COVERED GRAZING LAND OWNED BY THE O-BAR-O-RANCH
 AF9235'WHOSE HEADQUARTERS IS E. OF CLAIREMONT.
 AF9235'STATION WAS REACHED FROM JAYTON BY GOING N. ON STATE HIGHWAY 70 0.8
 AF9235'MI. TO FARM ROAD 1228, THENCE W. ON THE FARM ROAD 3.6 MI. TO A T-RD.
 AF9235'N.  TURN N. ON GRADED COUNTY RD. 1.0 MI. TO A PRIVATE DRIVE W.  GO W.
 AF9235'ON DRIVE AND AROUND OLD HOUSE AND GRAZING FIELD ON FIELD RD. TO AN
 AF9235'E-W. FENCE LINE, THENCE ALONG FENCE TO THE W. ON THE N. SIDE OF A
 AF9235'PLOWED FIELD A TOTAL OF 1.5 MI. TO A FENCE CORNER.  STATION MARK IS
 AF9235'400 FT. SW. OF THE FENCE CORNER AND 290 FT. W. OF THE N-S. FENCE LINE
 AF9235'ON TOP OF A SMALL MESQUITE COVERED KNOLL.
 AF9235'STATION MARK--A STANDARD TABLET SET IN TOP OF A CONCRETE POST FLUSH
 AF9235'WITH THE GROUND AND MARKED BY AN IRON PIPE.  THE TABLET IS
 AF9235'---STAMPED--- KENNEDY-ET 1958 2126---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0477 ***********************************************************************
 AM0477  DESIGNATION -  KENNER 1853
 AM0477  PID         -  AM0477
 AM0477  STATE/COUNTY-  TX/MATAGORDA
 AM0477  USGS QUAD   -  SARGENT (1972)
 AM0477
 AM0477                         *CURRENT SURVEY CONTROL
 AM0477  ___________________________________________________________________
 AM0477* NAD 83(1993)-  28 48 58.55400(N)    095 39 32.10359(W)     ADJUSTED  
 AM0477* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 AM0477  ___________________________________________________________________
 AM0477  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AM0477  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AM0477
 AM0477  HORZ ORDER  -  SECOND
 AM0477
 AM0477.The horizontal coordinates were established by classical geodetic methods
 AM0477.and adjusted by the National Geodetic Survey in February 1996..
 AM0477
 AM0477.The orthometric height was scaled from a topographic map.
 AM0477
 AM0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AM0477
 AM0477.The geoid height was determined by GEOID03.
 AM0477
 AM0477;                    North         East     Units Scale Factor Converg.
 AM0477;SPC TXSC     - 4,113,593.980   926,049.767   MT  0.99990392   +1 38 12.6
 AM0477;SPC TXSC     -13,496,016.25  3,038,214.94   sFT  0.99990392   +1 38 12.6
 AM0477;UTM  15      - 3,190,533.079   240,514.726   MT  1.00043101   -1 16 56.4
 AM0477
 AM0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM0477!SPC TXSC     -   1.00000385  x   0.99990392  =   0.99990777
 AM0477!UTM  15      -   1.00000385  x   1.00043101  =   1.00043486
 AM0477
 AM0477                          SUPERSEDED SURVEY CONTROL
 AM0477
 AM0477  NAD 83(1986)-  28 48 58.56265(N)    095 39 32.08428(W) AD(       ) 2
 AM0477  NAD 27      -  28 48 57.63500(N)    095 39 31.25700(W) AD(       ) 2
 AM0477
 AM0477.Superseded values are not recommended for survey control.
 AM0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0477.See file dsdata.txt to determine how the superseded data were derived.
 AM0477
 AM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM4051590533(NAD 83)
 AM0477_MARKER: Z = SEE DESCRIPTION
 AM0477_SETTING: 0 = UNSPECIFIED SETTING
 AM0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0477
 AM0477  HISTORY     - Date     Condition        Report By
 AM0477  HISTORY     - 1853     MONUMENTED       CGS
 AM0477  HISTORY     - 1930     GOOD             CGS
 AM0477  HISTORY     - 1931     SEE DESCRIPTION  CGS
 AM0477  HISTORY     - 1934     GOOD             CGS
 AM0477  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0477
 AM0477                          STATION DESCRIPTION
 AM0477
 AM0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 AM0477'ORIGINALLY DESCRIBED AS BEING ON THE KENNER SUGAR PLANTATION,
 AM0477'150 METERS (492 FEET) N OF A BEND IN CANY CREEK, AND 300
 AM0477'METERS (984 FEET) S.  36 DEG E. OF THE SUGAR HOUSE.  IT IS
 AM0477'IN AN OPEN CULTIVATED FIELD.
 AM0477'
 AM0477'AS RECOVERED IN 1930 A 3-INCH CEDAR STUB MARKED THE POINT.
 AM0477'THE UNDERGROUND MARK, A CAST-IRON CONE 3-1/2 FEET BELOW THE
 AM0477'SURFACE, NOT SEARCHED FOR.
 AM0477'
 AM0477'THREE REFERENCE MARKS, MARBLE BLOCKS, EACH 3 FEET FROM THE
 AM0477'STATION, TO THE N, S, AND E, RESPECTIVELY, WERE RECOVERED,
 AM0477'BUT OUT OF PLUMB AND SOMEWHAT BATTERED.
 AM0477
 AM0477                          STATION RECOVERY (1931)
 AM0477
 AM0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FLG)
 AM0477'IN 1931 A BRONZE STATION DISK WAS SET IN CONCRETE 12 INCHES
 AM0477'BELOW SURFACE OF GROUND.  TWO NEW REFERENCE MARKS WERE SET,
 AM0477'CONSISTING OF BRONZE REFERENCE DISKS IN CONCRETE PROJECTING
 AM0477'6 INCHES ABOVE THE GROUND.
 AM0477'
 AM0477'REFERENCE MARK 1 IS IN N CORNER OF CULTIVATED FIELD NE OF
 AM0477'STATION, 41 FEET SE OF CENTER LINE OF THE NE-SW ROAD, 32 FEET
 AM0477'SW OF THE NW-SE ROAD, 12.5 FEET SE OF THE N CORNER OF FENCE,
 AM0477'1.6 FEET SW OF THE FENCELINE, AND 777.34 FEET FROM STATION
 AM0477'N 37 DEG 01 MIN E.
 AM0477'
 AM0477'REFERENCE MARK 2 IS 3.0 FEET SE OF THE NE-SW FENCELINE, 33
 AM0477'FEET SE OF THE CENTER LINE OF THE ROAD, 25 FEET NE OF CENTER
 AM0477'LINE OF THE TURN ROW LEADING INTO THE FIELD ABOUT 0.1 MILE
 AM0477'SW OF THE N CORNER OF THE FIELD, AND 320.67 FEET FROM STATION
 AM0477'N 43 DEG 12 MIN W.
 AM0477'
 AM0477'TO REACH STATION TAKE SAME ROAD AS FOR PIERCE TO THE NEGRO
 AM0477'SCHOOLHOUSE.  THENCE SE 0.5 MILE TO ROAD LEADING TO SW, THENCE
 AM0477'SW 0.1 MILE TO GATE ON LEFT INTO TURN ROW BETWEEN FIELDS.
 AM0477'STATION IS 105 YARDS SE OF FENCE S OF ROAD, AND 27 PACES NE
 AM0477'OF TURN ROW WHICH IS DEPRESSED.
 AM0477
 AM0477                          STATION RECOVERY (1934)
 AM0477
 AM0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (TMP)
 AM0477'ABOUT 1-1/2 MILES S OF SARGENT, ON THE OLD KENNER SUGAR PLANTATION,
 AM0477'300 METERS N OF A BEND IN CANY CREEK.  STATION IS APPROXIMATELY
 AM0477'83 FEET NE OF DITCH AND APPROXIMATELY 315 FEET SE OF S SIDE
 AM0477'OF ROAD.
 AM0477'
 AM0477'MARBLE REFERENCE MARKS ARE IN PLACE, BUT KNOCKED OUT OF PLUMB.
 AM0477'
 AM0477'REFERENCE MARK 1 HAS BEEN MOVED BY DRAGLINE AND IS VALUELESS.
 AM0477'
 AM0477'REFERENCE MARK 2 IS 40 FEET SW OF INTERSECTION OF DITCH
 AM0477'WITH ABANDONED ROAD AND 118 FEET N OF INTERSECTION OF DITCH
 AM0477'WITH ROAD CROSSING CANY CREEK.
 AM0477'
 AM0477'STATION IS REACHED FROM SARGENT BY ROAD S BY SE, 1 MILE.
 AM0477'THENCE RIGHT 1/2 MILE ON DIRT ROAD PASSING A ROAD INTERSECTION
 AM0477'AND FORK IN ROAD AT 1/3 MILE.  ROAD CONTINUES, CROSSING CANY
 AM0477'CREEK ABOUT 1/2 MILE BEYOND STATION.
 AM0477
 AM0477                          STATION RECOVERY (2003)
 AM0477
 AM0477'RECOVERY NOTE BY US POWER SQUADRON 2003
 AM0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0991 ***********************************************************************
 BM0991  DESIGNATION -  KENNY WATER TANK
 BM0991  PID         -  BM0991
 BM0991  STATE/COUNTY-  TX/AUSTIN
 BM0991  USGS QUAD   -  KENNEY (1989)
 BM0991
 BM0991                         *CURRENT SURVEY CONTROL
 BM0991  ___________________________________________________________________
 BM0991* NAD 83(1993)-  30 02 53.15143(N)    096 19 30.91968(W)     ADJUSTED  
 BM0991* NAVD 88     -                                                        
 BM0991  ___________________________________________________________________
 BM0991  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BM0991  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BM0991
 BM0991  HORZ ORDER  -  THIRD
 BM0991
 BM0991.The horizontal coordinates were established by classical geodetic methods
 BM0991.and adjusted by the National Geodetic Survey in February 1996..
 BM0991
 BM0991
 BM0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0991
 BM0991.The geoid height was determined by GEOID03.
 BM0991
 BM0991;                    North         East     Units Scale Factor Converg.
 BM0991;SPC TXSC     - 4,248,409.893   857,913.778   MT  0.99994051   +1 18 37.4
 BM0991;SPC TXSC     -13,938,324.79  2,814,672.12   sFT  0.99994051   +1 18 37.4
 BM0991;SPC TX C     - 3,049,248.026 1,086,461.618   MT  1.00001901   +2 03 51.8
 BM0991;SPC TX C     -10,004,074.57  3,564,499.49   sFT  1.00001901   +2 03 51.8
 BM0991;UTM  14      - 3,327,130.576   757,895.468   MT  1.00042065   +1 20 24.2
 BM0991
 BM0991                          SUPERSEDED SURVEY CONTROL
 BM0991
 BM0991  NAD 83(1986)-  30 02 53.16679(N)    096 19 30.90339(W) AD(       ) 4
 BM0991  NAD 27      -  30 02 52.37000(N)    096 19 30.03000(W) AD(       ) 3
 BM0991
 BM0991.Superseded values are not recommended for survey control.
 BM0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0991.See file dsdata.txt to determine how the superseded data were derived.
 BM0991
 BM0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU5789527131(NAD 83)
 BM0991_MARKER: 53 = ELEVATED TANK
 BM0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0991+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 BM0991
 BM0991  HISTORY     - Date     Condition        Report By
 BM0991  HISTORY     - 1954     FIRST OBSERVED   CGS
 BM0991  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 BM0991  HISTORY     - 20040327 GOOD             USPSQD
 BM0991
 BM0991                          STATION DESCRIPTION
 BM0991
 BM0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM0991'THE STATION IS THE TOP OF THE WATER TANK IN THE VILLAGE OF
 BM0991'KENNEY.  IT IS A SMALL WOODEN TANK ON TOP OF A 4 LEGGED STEEL
 BM0991'STRUCTURE ABOUT 300 FEET EAST OF THE SANTA FE RAILROAD TRACKS.
 BM0991'THE TANK IS 75 FEET HIGH.
 BM0991
 BM0991                          STATION RECOVERY (1999)
 BM0991
 BM0991'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0991'MARK NOT FOUND.
 BM0991
 BM0991                          STATION RECOVERY (2004)
 BM0991
 BM0991'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BM0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0732 ***********************************************************************
 BN0732  DESIGNATION -  KENSING
 BN0732  PID         -  BN0732
 BN0732  STATE/COUNTY-  TX/MASON
 BN0732  USGS QUAD   -  LONG MOUNTAIN (1970)
 BN0732
 BN0732                         *CURRENT SURVEY CONTROL
 BN0732  ___________________________________________________________________
 BN0732* NAD 83(1993)-  30 50 14.26890(N)    099 24 40.03655(W)     ADJUSTED  
 BN0732* NAVD 88     -       622.     (meters)    2041.     (feet)  SCALED    
 BN0732  ___________________________________________________________________
 BN0732  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BN0732  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 BN0732
 BN0732  HORZ ORDER  -  FIRST
 BN0732
 BN0732.The horizontal coordinates were established by classical geodetic methods
 BN0732.and adjusted by the National Geodetic Survey in February 1996..
 BN0732
 BN0732.The orthometric height was scaled from a topographic map.
 BN0732
 BN0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0732
 BN0732.The geoid height was determined by GEOID03.
 BN0732
 BN0732;                    North         East     Units Scale Factor Converg.
 BN0732;SPC TX C     - 3,130,135.782   788,213.284   MT  0.99988582   +0 28 30.0
 BN0732;SPC TX C     -10,269,453.81  2,585,996.42   sFT  0.99988582   +0 28 30.0
 BN0732;UTM  14      - 3,411,642.876   460,685.232   MT  0.99961907   -0 12 38.7
 BN0732
 BN0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0732!SPC TX C     -   0.99990589  x   0.99988582  =   0.99979172
 BN0732!UTM  14      -   0.99990589  x   0.99961907  =   0.99952499
 BN0732
 BN0732|---------------------------------------------------------------------|
 BN0732| PID    Reference Object                     Distance      Geod. Az  |
 BN0732|                                                           dddmmss.s |
 BN0732| CV5351 KENSING RM 3                         53.950 METERS 00515     |
 BN0732| CV5349 KENSING RM 1                         38.588 METERS 09902     |
 BN0732| CV5350 KENSING RM 2                         30.880 METERS 21047     |
 BN0732| BN0786 LONESOME                            APPROX.16.8 KM 2564334.3 |
 BN0732|---------------------------------------------------------------------|
 BN0732
 BN0732                          SUPERSEDED SURVEY CONTROL
 BN0732
 BN0732  NAD 83(1986)-  30 50 14.27741(N)    099 24 40.02135(W) AD(       ) 1
 BN0732  NAD 27      -  30 50 13.64300(N)    099 24 38.80100(W) AD(       ) 1
 BN0732
 BN0732.Superseded values are not recommended for survey control.
 BN0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0732.See file dsdata.txt to determine how the superseded data were derived.
 BN0732
 BN0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV6068511643(NAD 83)
 BN0732_MARKER: DS = TRIANGULATION STATION DISK
 BN0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0732_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0732
 BN0732  HISTORY     - Date     Condition        Report By
 BN0732  HISTORY     - 1935     MONUMENTED       CGS
 BN0732  HISTORY     - 1937     GOOD             TXHD
 BN0732
 BN0732                          STATION DESCRIPTION
 BN0732
 BN0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0732'STATION IS LOCATED ON THE LAND OF HARRY KENSING, 12-1/2
 BN0732'MILES NE OF MASON, 14-1/2 MILES SW OF CAMP SAN SABA, AND
 BN0732'1/4 MILE SW OF THE MASON-MENARD ROAD T-151, ON THE TOP OF
 BN0732'BRUSHY AND STONY HILL TO THE W OF THE KENSING HOUSE AT A
 BN0732'CLEARING IN THE BRUSH 0.15 MILE S OF POWER LINE CROSSING OVER
 BN0732'A DIM ROAD AT A PLANK GATE.
 BN0732'
 BN0732'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BN0732'DISKS SET IN CONCRETE.
 BN0732'
 BN0732'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 BN0732'HOLE IN OUTCROPPING BEDROCK.
 BN0732'
 BN0732'REFERENCE MARK NO. 1 IS 38.588 METERS (126.59 FEET) E OF
 BN0732'STATION, PROJECTING ABOUT 8 INCHES.
 BN0732'
 BN0732'REFERENCE MARK NO. 2 IS 30.880 METERS (101.34 FEET) SSW OF
 BN0732'STATION ON N AND S FENCE LINE, PROJECTING ABOUT 12 INCHES.
 BN0732'
 BN0732'REFERENCE MARK NO. 3 IS 53.950 METERS (177.00 FEET) N OF
 BN0732'STATION, 71 FEET E OF N AND S FENCE LINE SET IN OUTCROPPING
 BN0732'BEDROCK.
 BN0732'
 BN0732'STATION IS REACHED FROM THE COURTHOUSE IN MASON BY GOING
 BN0732'NW ON U.S. HIGHWAY 385 FOR 1.3 MILES, THEN TAKE LEFT GRAVEL
 BN0732'FORK ONTO T-29, ARROW LONDON 24, FOR 2.2 MILES, THEN KEEP
 BN0732'STRAIGHT AHEAD ON T-151, ARROW MENARD 32, FOR 8.75 MILES,
 BN0732'OR 3.3 MILES AFTER PASSING SCHOOL (PINK) ON LEFT TO HOME
 BN0732'OF HARRY KENSING ON LEFT, CONTINUE ON T-151 FOR 0.15 MILE,
 BN0732'THEN TURN LEFT THROUGH GATE, WHICH TURNS OFF OLD ROAD JUST
 BN0732'BEFORE REACHING TOP OF GRADE, AND FOLLOW DIM ROAD ALONG S
 BN0732'SIDE OF FENCE FOR 0.2 MILE TO TOP OF GRADE, POWER LINE
 BN0732'CROSSING AND GATE ON RIGHT, TURN LEFT THROUGH PASTURE AND
 BN0732'FOLLOW RIDGE TO SW FOR 0.15 MILE TO HIGHEST POINT ON
 BN0732'RIDGE, A CLEARING IN THE BRUSH AND STATION.
 BN0732'
 BN0732'STATION IS 26 FEET E OF N-S FENCE LINE.  MARK PROJECTS ABOUT
 BN0732'8 INCHES ABOVE THE GROUND.
 BN0732'
 BN0732'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BN0732
 BN0732                          STATION RECOVERY (1937)
 BN0732
 BN0732'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BN0732'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BN0732'CONDITION.  DIRECTIONS FOR REACHING STATION ARE GOOD UP
 BN0732'TO HARRY KENSING HOUSE.  CONTINUE W ON STATE HIGHWAY 151
 BN0732'FOR 0.30 MILE TO TOP OF GRADE.  THEN PROCEED ON FOOT SSW FOR
 BN0732'0.3 MILE TO HIGHEST POINT OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0409 ***********************************************************************
 DP0409  DESIGNATION -  KENT
 DP0409  PID         -  DP0409
 DP0409  STATE/COUNTY-  TX/KENT
 DP0409  USGS QUAD   -  COTTONWOOD CREEK (1969)
 DP0409
 DP0409                         *CURRENT SURVEY CONTROL
 DP0409  ___________________________________________________________________
 DP0409* NAD 83(1993)-  33 10 38.96403(N)    101 01 34.59301(W)     ADJUSTED  
 DP0409* NAVD 88     -       720.     (meters)    2362.     (feet)  SCALED    
 DP0409  ___________________________________________________________________
 DP0409  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 DP0409  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DP0409
 DP0409  HORZ ORDER  -  FIRST
 DP0409
 DP0409.The horizontal coordinates were established by classical geodetic methods
 DP0409.and adjusted by the National Geodetic Survey in February 1996..
 DP0409
 DP0409.The orthometric height was scaled from a topographic map.
 DP0409
 DP0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0409
 DP0409.The geoid height was determined by GEOID03.
 DP0409
 DP0409;                    North         East     Units Scale Factor Converg.
 DP0409;SPC TXNC     - 2,170,367.593   364,437.391   MT  0.99987503   -1 22 40.1
 DP0409;SPC TXNC     - 7,120,614.34  1,195,658.34   sFT  0.99987503   -1 22 40.1
 DP0409;UTM  14      - 3,672,792.356   311,077.738   MT  1.00004008   -1 06 33.0
 DP0409
 DP0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0409!SPC TXNC     -   0.99989095  x   0.99987503  =   0.99976600
 DP0409!UTM  14      -   0.99989095  x   1.00004008  =   0.99993103
 DP0409
 DP0409|---------------------------------------------------------------------|
 DP0409| PID    Reference Object                     Distance      Geod. Az  |
 DP0409|                                                           dddmmss.s |
 DP0409| CJ7612 KENT RM 1                            14.246 METERS 09153     |
 DP0409| CJ7613 KENT RM 2                            10.525 METERS 26725     |
 DP0409| DP0294 KENT AZ MK                                         2710013.1 |
 DP0409|---------------------------------------------------------------------|
 DP0409
 DP0409                          SUPERSEDED SURVEY CONTROL
 DP0409
 DP0409  NAD 83(1993)-  33 10 38.96713(N)    101 01 34.58596(W) AD(       ) 1
 DP0409  NAD 83(1986)-  33 10 38.96914(N)    101 01 34.58328(W) AD(       ) 1
 DP0409  NAD 27      -  33 10 38.62598(N)    101 01 33.12810(W) AD(       ) 1
 DP0409
 DP0409.Superseded values are not recommended for survey control.
 DP0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0409.See file dsdata.txt to determine how the superseded data were derived.
 DP0409
 DP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB1107872792(NAD 83)
 DP0409_MARKER: DS = TRIANGULATION STATION DISK
 DP0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0409_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DP0409
 DP0409  HISTORY     - Date     Condition        Report By
 DP0409  HISTORY     - 1968     MONUMENTED       CGS
 DP0409  HISTORY     - 1975     SEE DESCRIPTION  NGS
 DP0409
 DP0409                          STATION DESCRIPTION
 DP0409
 DP0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 DP0409'THE STATION IS LOCATED AIRLINE, ABOUT 20 MILES EAST OF POST, 15
 DP0409'3/4 MILES WEST OF CLAIREMONT, 0.75 MILE EAST OF THE KENT-GARZA
 DP0409'COUNTY LINE, ON THE SOUTH SIDE AND ON THE ROAD RIGHT OF WAY OF
 DP0409'U.S. HIGHWAY 380.
 DP0409'
 DP0409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 380 AND
 DP0409'STATE HIGHWAY 208 ABOUT 4-1/2 MILES SOUTHWEST OF CLAIREMONT, GO
 DP0409'WEST ON U.S. HIGHWAY 380 FOR 6.4 MILES TO FARM ROAD 1081 ON THE
 DP0409'RIGHT, CONTINUE WEST ON U.S. HIGHWAY 380 FOR 6.15 MILES TO A
 DP0409'CATTLE GUARD AND A FARM ROAD ON THE RIGHT, CONTINUE WEST ON
 DP0409'U.S. HIGHWAY 380 FOR 0.4 MILE TO THE STATION ON THE LEFT AS
 DP0409'DESCRIBED.
 DP0409'
 DP0409'THE STATION MARK IS A STANDARD DISK STAMPED KENT 1968, SET IN
 DP0409'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 DP0409'SURFACE.  IT IS 74.4 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 DP0409'380, 3.3 FEET NORTH OF A FENCE AND 3.2 FEET NORTH OF A WITNESS
 DP0409'POST.
 DP0409'
 DP0409'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KENT NO 1 1968, SET
 DP0409'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 DP0409'SURFACE.  IT IS 75.4 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 DP0409'380, 47.5 FEET EAST OF THE WITNESS POST AND 2.0 FEET NORTH OF A
 DP0409'FENCE.
 DP0409'
 DP0409'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KENT NO 2 1968, SET
 DP0409'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND
 DP0409'SURFACE.  IT IS 76.3 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 DP0409'380, 33.6 FEET WEST OF THE WITNESS POST AND 1.6 FEET NORTH OF A
 DP0409'FENCE.
 DP0409'
 DP0409'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KENT 1968, SET IN
 DP0409'THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS
 DP0409'74.4 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 380, 2.3 FEET
 DP0409'NORTHEAST OF A WITNESS POST, 1.3 FEET NORTH OF A FENCE AND ABOUT
 DP0409'285 FEET EAST OF THE KENT-GARZA COUNTY LINE.
 DP0409'
 DP0409'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 DP0409'U.S. HIGHWAY 380 FOR 0.7 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 DP0409'
 DP0409'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 DP0409
 DP0409                          STATION RECOVERY (1975)
 DP0409
 DP0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DP0409'THE STATION SURFACE MARK WAS FOUND TO HAVE BEEN DESTROYED BY
 DP0409'ROAD MACHINERY.  THE STATION SUB-SURFACE MARK, REFERENCE MARKS 1
 DP0409'AND 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 DP0409'CONDITION.
 DP0409'
 DP0409'A NEW STATION SURFACE MARK WAS SET AT THIS TIME.
 DP0409'
 DP0409'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 DP0409'
 DP0409'THE STATION SURFACE MARK IS A STANDARD DISK, SET IN THE TOP OF A
 DP0409'SQUARE CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS
 DP0409'STAMPED KENT 1968 1975.  THE MARK IS LOCATED ON THE SOUTH
 DP0409'EMBANKMENT OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 380, AND IS ABOUT
 DP0409'10 FEET HIGHER IN ELEVATION THAN THE ROAD-BED OF THE HIGHWAY,
 DP0409'78 FEET SOUTH OF THE CENTER-LINE OF THE HIGHWAY, 6 FEET NORTH
 DP0409'OF THE FENCE-LINE AND METAL WITNESS POST.
 DP0409'
 DP0409'THE 1968 DESCRIPTION OF THE STATION AND THE TO REACH IS ADEQUATE.
 DP0409'
 DP0409'THE AZIMUTH MARK IS ALSO A BENCH MARK, ELEVATION FROM BENCH MARK
 DP0409'K 474 1935 WAS TRANSFERRED TO MARK AND THE ELEVATION IS 2357.374
 DP0409'FEET OR 718.529 METERS.
 DP0409'
 DP0409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DP0409'POST EAST 21-1/2 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0819 ***********************************************************************
 EN0819  DESIGNATION -  KENT
 EN0819  PID         -  EN0819
 EN0819  STATE/COUNTY-  TX/BRISCOE
 EN0819  USGS QUAD   -  LAKE THEO (1967)
 EN0819
 EN0819                         *CURRENT SURVEY CONTROL
 EN0819  ___________________________________________________________________
 EN0819* NAD 83(1993)-  34 24 03.32958(N)    101 07 13.50121(W)     ADJUSTED  
 EN0819* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 EN0819  ___________________________________________________________________
 EN0819  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 EN0819  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 EN0819
 EN0819  HORZ ORDER  -  FIRST
 EN0819
 EN0819.The horizontal coordinates were established by classical geodetic methods
 EN0819.and adjusted by the National Geodetic Survey in February 1996..
 EN0819
 EN0819.The orthometric height was scaled from a topographic map.
 EN0819
 EN0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0819
 EN0819.The geoid height was determined by GEOID03.
 EN0819
 EN0819;                    North         East     Units Scale Factor Converg.
 EN0819;SPC TX N     - 1,044,546.076   234,904.338   MT  1.00006704   +0 13 11.9
 EN0819;SPC TX N     - 3,426,981.58    770,681.98   sFT  1.00006704   +0 13 11.9
 EN0819;SPC TXNC     - 2,306,238.618   359,045.431   MT  1.00015009   -1 25 45.0
 EN0819;SPC TXNC     - 7,566,384.53  1,177,968.22   sFT  1.00015009   -1 25 45.0
 EN0819;UTM  14      - 3,808,649.395   305,092.620   MT  1.00006828   -1 11 54.1
 EN0819
 EN0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0819!SPC TX N     -   0.99985359  x   1.00006704  =   0.99992062
 EN0819!SPC TXNC     -   0.99985359  x   1.00015009  =   1.00000366
 EN0819!UTM  14      -   0.99985359  x   1.00006828  =   0.99992186
 EN0819
 EN0819|---------------------------------------------------------------------|
 EN0819| PID    Reference Object                     Distance      Geod. Az  |
 EN0819|                                                           dddmmss.s |
 EN0819| EN0818 QUITAQUE ODEL SETLIFF TV MST         62.346 METERS 17215     |
 EN0819| CJ7611 KENT RM 3                            37.131 METERS 17829     |
 EN0819| CJ7609 KENT RM 1                            28.605 METERS 18319     |
 EN0819| CJ7610 KENT RM 2                            22.537 METERS 27317     |
 EN0819| CJ7608 KENT AZ MK 2                                       2943904.6 |
 EN0819| CJ7607 KENT AZ MK                                         2943903.8 |
 EN0819|---------------------------------------------------------------------|
 EN0819
 EN0819                          SUPERSEDED SURVEY CONTROL
 EN0819
 EN0819  NAD 83(1993)-  34 24 03.33140(N)    101 07 13.49912(W) AD(       ) 1
 EN0819  NAD 83(1986)-  34 24 03.33433(N)    101 07 13.49630(W) AD(       ) 1
 EN0819  NAD 27      -  34 24 03.10403(N)    101 07 11.95054(W) AD(       ) 1
 EN0819
 EN0819.Superseded values are not recommended for survey control.
 EN0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0819.See file dsdata.txt to determine how the superseded data were derived.
 EN0819
 EN0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD0509308649(NAD 83)
 EN0819_MARKER: DS = TRIANGULATION STATION DISK
 EN0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0819
 EN0819  HISTORY     - Date     Condition        Report By
 EN0819  HISTORY     - 1964     MONUMENTED       CGS
 EN0819  HISTORY     - 1971     GOOD             NGS
 EN0819
 EN0819                          STATION DESCRIPTION
 EN0819
 EN0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0819'THE STATION IS ABOUT 13-1/2 MILES WEST OF TURKEY, 11-1/2 MILES
 EN0819'SOUTHEAST OF SILVERTON, 4-1/2 MILES NORTHWEST OF QUITAQUE AND 1 MILE
 EN0819'NORTHEAST OF STATE HIGHWAY 86, IN PASTURE LAND ON THE EDGE OF A
 EN0819'BLUFF.
 EN0819'
 EN0819'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 EN0819'SQUARE IN SILVERTON, GO EAST ON STATE HIGHWAY 86 FOR 2.9 MILES TO A
 EN0819'FORK AND THE JUNCTION WITH STATE HIGHWAY 256.  TAKE THE RIGHT FORK
 EN0819'AND CONTINUE EAST ON HIGHWAY 86 FOR 6.75 MILES TO FARM ROAD 145 ON
 EN0819'THE RIGHT.  CONTINUE EAST ON HIGHWAY 86 FOR 1.4 MILES TO A WIRE
 EN0819'GATE AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT, PASSING THROUGH
 EN0819'GATE, THEN RIGHT THROUGH ANOTHER GATE AND GO NORTHEAST AND EAST ON
 EN0819'TRACK ROAD FOR 1.3 MILE TO THE STATION ON THE LEFT JUST BEFORE
 EN0819'REACHING A SMALL WHITE BUILDING AND A TELEVISION RELAY MAST.
 EN0819'
 EN0819'STATION MARK IS A STANDARD DISK, STAMPED KENT 1964, SET IN THE TOP
 EN0819'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS 197 FEET
 EN0819'NORTH OF THE NORTHWEST CORNER OF A SMALL WHITE BUILDING, 106 FEET
 EN0819'NORTHEAST OF THE CENTERLINE OF A TRACK ROAD AND 4.3 FEET SOUTHWEST
 EN0819'OF A WITNESS POST.
 EN0819'
 EN0819'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KENT NO 1 1964,
 EN0819'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE
 EN0819'TELEVISION MAST GUY WIRE.  IT IS 36 FEET NORTHWEST OF THE
 EN0819'CENTERLINE OF THE TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE
 EN0819'STATION.
 EN0819'
 EN0819'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KENT NO 2 1964, SET IN
 EN0819'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 EN0819'IS 42 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD AND ABOUT
 EN0819'THE SAME ELEVATION AS THE STATION.
 EN0819'
 EN0819'AZIMUTH MARK IS A STANDARD DISK, STAMPED KENT 1964, SET IN THE TOP
 EN0819'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 49
 EN0819'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 86, 33.5 FEET
 EN0819'SOUTHEAST OF THE SOUTHEAST GATE POST OF A WIRE GATE, 2.1 WEST OF A
 EN0819'WITNESS POST AND 1 FOOT SOUTHWEST OF A WIRE FENCE.
 EN0819'
 EN0819'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 EN0819
 EN0819                          STATION RECOVERY (1971)
 EN0819
 EN0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EN0819'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 EN0819'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS NOT FOUND, IT
 EN0819'MAY HAVE BEEN DESTROYED DURING BRUSH CLEARING OPERATIONS.  DUE TO
 EN0819'IMPROVEMENTS SOON TO BE MADE ALONG STATE HIGHWAY 86 IT WAS
 EN0819'NECESSARY TO MOVE THE AZIMUTH MARK, IT WAS MOVED ON LINE TO THE
 EN0819'STATION.  REFERENCE MARK NO. 3 WAS ALSO SET.  THE DISK WAS
 EN0819'REMOVED FROM AZIMUTH MARK 1964 AT THIS TIME.
 EN0819'
 EN0819'A NEW DESCRIPTION FOLLOWS--
 EN0819'
 EN0819'THE STATION IS LOCATED ABOUT 12 MILES EAST OF SILVERTON AND 4 MILES
 EN0819'NORTHWEST OF QUITIQUE, IN SECTION 120, BLOCK B-1, D.S. AND S.E.
 EN0819'RAILROAD SURVEY, ON PASTURE LAND NEAR THE EAST EDGE OF THE CAP
 EN0819'ROCK BLUFFS, OWNED BY MR. E.A. BIRDWELL WHOSE HOME IS 1.0 MILE
 EN0819'WEST OF THE AZIMUTH MARK ON THE SOUTH SIDE OF STATE HIGHWAY 86.
 EN0819'ENTRANCE TO THE PROPERTY IS THRU A LOCKED GATE AT THE AZIMUTH MARK.
 EN0819'
 EN0819'THE STATION MARK IS A STANDARD DISK STAMPED KENT 1964, SET IN A
 EN0819'SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS 205 FEET
 EN0819'NORTH OF A TV RELAY MAST, 117 FEET EAST OF THE CENTER OF A TRACK
 EN0819'ROAD, AND 4.2 FEET WEST OF A METAL WITNESS POST.
 EN0819'
 EN0819'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED KENT NO 2 1964, SET
 EN0819'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS 230
 EN0819'FEET NORTHWEST OF THE TV MAST, AND 43 FEET EAST OF THE CENTER OF THE
 EN0819'TRACK ROAD.
 EN0819'
 EN0819'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED KENT 1964 NO 3 1971,
 EN0819'SET IN A DRILLED HOLE IN A CONCRETE ANCHOR FOR GUY WIRES OF THE TV
 EN0819'MAST.  IT IS 16-INCHES ABOVE GROUND LEVEL, 83 FEET NORTHWEST OF THE
 EN0819'MAST, AND 23 FEET NORTHEAST OF THE TRACK ROAD.
 EN0819'
 EN0819'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KENT 1964 1971, SET IN A
 EN0819'ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS 76 FEET
 EN0819'NORTH OF THE CENTER OF STATE HIGHWAY 86, 75 FEET EAST OF THE CENTER
 EN0819'OF A WIRE GATE INTO THE PASTURE, 1.0 FOOT NORTH OF AN EAST-WEST
 EN0819'FENCE LINE, AND 1.3 FEET NORTH OF A METAL WITNESS POST.
 EN0819'
 EN0819'TO REACH THE STATION FROM THE COURTHOUSE IN SILVERTON, GO EAST ON
 EN0819'STATE HIGHWAY 86 FOR 11.25 MILES TO THE AZIMUTH MARK ON THE LEFT
 EN0819'JUST BEFORE REACHING A LONG CURVE TO THE RIGHT AND A ROADSIDE PARK.
 EN0819'TURN LEFT THRU THE GATE, BEAR RIGHT TO THE EAST SIDE OF A
 EN0819'NORTH-SOUTH FENCE AND FOLLOW A TRACK ROAD NORTHEAST
 EN0819'APPROXIMATELY 0.75 MILE, CROSS A DRAW, THEN BEAR EAST AND SOUTH
 EN0819'ALONG TRACK ROAD FOR APPROXIMATELY 0.5 MILE TO THE TV MAST
 EN0819'AND THE STATION AS DESCRIBED.
 EN0819'
 EN0819'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NW OF
 EN0819'QUITIQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0938 ***********************************************************************
 CD0938  DESIGNATION -  KENT
 CD0938  PID         -  CD0938
 CD0938  STATE/COUNTY-  TX/CULBERSON
 CD0938  USGS QUAD   -  KENT (1970)
 CD0938
 CD0938                         *CURRENT SURVEY CONTROL
 CD0938  ___________________________________________________________________
 CD0938* NAD 83(1993)-  31 03 50.36097(N)    104 13 26.50810(W)     ADJUSTED  
 CD0938* NAVD 88     -      1352.0    (meters)    4436.     (feet)  VERTCON   
 CD0938  ___________________________________________________________________
 CD0938  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CD0938  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 CD0938
 CD0938  HORZ ORDER  -  FIRST
 CD0938
 CD0938.The horizontal coordinates were established by classical geodetic methods
 CD0938.and adjusted by the National Geodetic Survey in February 1996..
 CD0938
 CD0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0938
 CD0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0938
 CD0938.The geoid height was determined by GEOID03.
 CD0938
 CD0938;                    North         East     Units Scale Factor Converg.
 CD0938;SPC TX C     - 3,161,392.498   328,789.619   MT  0.99988234   -2 00 14.2
 CD0938;SPC TX C     -10,372,001.89  1,078,703.94   sFT  0.99988234   -2 00 14.2
 CD0938;UTM  13      - 3,436,952.256   574,030.350   MT  0.99966760   +0 24 01.5
 CD0938
 CD0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0938!SPC TX C     -   0.99979122  x   0.99988234  =   0.99967359
 CD0938!UTM  13      -   0.99979122  x   0.99966760  =   0.99945889
 CD0938
 CD0938:                Primary Azimuth Mark                     Grid Az
 CD0938:SPC TX C     -  KENT CONTL TEL CO MW KVU 51              104 44 12.3
 CD0938:UTM  13      -  KENT CONTL TEL CO MW KVU 51              102 19 56.6
 CD0938
 CD0938|---------------------------------------------------------------------|
 CD0938| PID    Reference Object                     Distance      Geod. Az  |
 CD0938|                                                           dddmmss.s |
 CD0938| CD0934 KENT CONTL TEL CO MW KVU 51         APPROX.13.9 KM 1024358.1 |
 CD0938| CD0937 KENT RM A                            29.196 METERS 15554     |
 CD0938| CH9704 KENT RM 1                            23.435 METERS 20234     |
 CD0938| CH9705 KENT RM 2                            18.618 METERS 33003     |
 CD0938| CD0103 A 1069                                             3400943.1 |
 CD0938|---------------------------------------------------------------------|
 CD0938
 CD0938                          SUPERSEDED SURVEY CONTROL
 CD0938
 CD0938  NAD 83(1986)-  31 03 50.36149(N)    104 13 26.50379(W) AD(       ) 1
 CD0938  NAD 27      -  31 03 49.87901(N)    104 13 24.80185(W) AD(       ) 1
 CD0938  NGVD 29 (07/19/86) 1351.5    (m)         4434.     (f) VERT ANG       
 CD0938
 CD0938.Superseded values are not recommended for survey control.
 CD0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0938.See file dsdata.txt to determine how the superseded data were derived.
 CD0938
 CD0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ7403036952(NAD 83)
 CD0938_MARKER: DS = TRIANGULATION STATION DISK
 CD0938_SETTING: 66 = SET IN ROCK OUTCROP
 CD0938
 CD0938  HISTORY     - Date     Condition        Report By
 CD0938  HISTORY     - 1968     MONUMENTED       CGS
 CD0938  HISTORY     - 1971     GOOD             NGS
 CD0938
 CD0938                          STATION DESCRIPTION
 CD0938
 CD0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD0938'THE STATION IS LOCATED 13 MILES WEST-SOUTHWEST OF THE JUNCTION OF
 CD0938'U.S. HIGHWAY 290 AND U.S. HIGHWAY 80, AND 1/2 MILE SOUTHWEST OF
 CD0938'KENT.  IT IS ON LAND OWNED BY THE REYNOLDS LAND AND CATTLE COMPANY.
 CD0938'
 CD0938'TO REACH THE STATION FROM THE POST OFFICE IN KENT, GO SOUTH ON
 CD0938'A PAVED ROAD FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY
 CD0938'80.  (TURN RIGHT AND GO WEST ON U.S. HIGHWAY 80 FOR 0.55 MILE TO
 CD0938'THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT AND GO EAST ON U.S.
 CD0938'HIGHWAY 80 FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY 118 ON
 CD0938'THE RIGHT.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 118 FOR 1.1
 CD0938'MILES TO A TRACK ROAD ON THE RIGHT AND A PIPE FRAMED WIRE
 CD0938'GATE.  TURN RIGHT AND PASS THROUGH THE GATE AND GO WESTERLY ON
 CD0938'THE MAIN TRACK ROAD FOR 0.65 MILE.  HERE TURN RIGHT LEAVING
 CD0938'THE MAIN TRACK ROAD AND PICK WAY NORTHERLY ACROSS PASTURE LAND
 CD0938'FOR 0.6 MILE TO THE SOUTH SHOULDER OF A FLAT TOPPED KNOLL.
 CD0938'HERE KEEP RIGHT PASSING TO THE EAST AND NORTH SIDES OF THE BUTTE
 CD0938'FOR 0.2 MILE.  HERE BEAR RIGHT ACROSS A SADDLE BETWEEN TWO
 CD0938'BUTTES PASSING TO THE WEST OF A DEEP RAVINE AND GO NORTHERLY FOR
 CD0938'0.3 MILE TO THE NORTH END OF A FLAT TOPPED MESA AND THE
 CD0938'STATION.
 CD0938'
 CD0938'THE STATION MARK IS A STANDARD DISK STAMPED KENT 1968, CEMENTED
 CD0938'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS 10 INCHES BELOW
 CD0938'THE SURFACE OF THE GROUND.  IT IS 58 FEET EAST OF THE WEST EDGE
 CD0938'OF THE MESA, 47 FEET SOUTH OF THE NORTH EDGE OF THE MESA, AND
 CD0938'30 FEET WEST OF THE EAST EDGE OF THE MESA.
 CD0938'
 CD0938'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KENT NO 1 1968,
 CD0938'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON THE
 CD0938'WEST EDGE OF THE MESA AND ABOUT 4 FEET LOWER IN ELEVATION THAN
 CD0938'THE STATION.
 CD0938'
 CD0938'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KENT NO 2 1968,
 CD0938'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON THE
 CD0938'WEST EDGE OF THE MESA AND ABOUT 8 FEET LOWER IN ELEVATION THAN
 CD0938'THE STATION.
 CD0938'
 CD0938'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED A 1069
 CD0938'1956, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 CD0938'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 40 FEET
 CD0938'SOUTH OF THE SOUTH RAIL OF AN EAST-WEST RAILROAD TRACK, 15 FEET
 CD0938'WEST OF A TELEPHONE POLE 699, AND 2 FEET SOUTH OF A METAL WITNESS
 CD0938'POST WITH A SIGN ATTACHED.
 CD0938
 CD0938                          STATION RECOVERY (1971)
 CD0938
 CD0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CD0938'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 CD0938'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 CD0938'AND DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1968
 CD0938'DATA.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 CD0938'
 CD0938'THE STATION IS LOCATED ABOUT 13 MILES WEST-SOUTHWEST OF THE
 CD0938'JUNCTION OF INTERSTATE HIGHWAY 10 AND INTERSTATE HIGHWAY 20,
 CD0938'AND 1/2 MILE SOUTHWEST OF KENT.  THE PROPERTY IS OWNED BY THE
 CD0938'REYNOLDS LAND AND CATTLE COMPANY.
 CD0938'
 CD0938'TO REACH THE STATION FROM THE NORTH SIDE OF THE OVERPASS ON
 CD0938'INTERSTATE HIGHWAY 10 IN KENT, GO SOUTH ON STATE HIGHWAY 118 FOR
 CD0938'1.3 MILES TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE
 CD0938'GATE AND GO WESTERLY ON THE TRACK ROAD FOR 0.6 MILE TO A DIM
 CD0938'TRACK ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE DIM TRACK
 CD0938'ROAD FOR 1.1 MILES TO THE STATION ON THE NORTH END OF A FLAT
 CD0938'TOPPED MESA OVER LOOKING INTERSTATE HIGHWAY 10.
 CD0938'
 CD0938'THE STATION MARK IS A STANDARD DISK STAMPED KENT 1968, CEMENTED
 CD0938'IN A DRILL HOLE IN BEDROCK ABOUT 12 INCHES BELOW THE GROUND
 CD0938'SURFACE.  IT IS 58 FEET EAST OF THE WEST EDGE OF THE MESA, 45
 CD0938'FEET SOUTH OF THE NORTH EDGE OF THE MESA AND 31 FEET WEST OF THE
 CD0938'EAST EDGE OF THE MESA.
 CD0938'
 CD0938'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KENT NO 1 1968,
 CD0938'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON THE
 CD0938'SOUTHWEST EDGE OF THE MESA AND ABOUT 4 FEET LOWER THAN THE
 CD0938'STATION.
 CD0938'
 CD0938'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KENT NO 2 1968,
 CD0938'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON THE
 CD0938'NORTHWEST EDGE OF THE MESA AND ABOUT 8 FEET LOWER THAN THE
 CD0938'STATION.
 CD0938'
 CD0938'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED A 1069
 CD0938'1956, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12
 CD0938'INCHES IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND
 CD0938'SURFACE.  IT IS 96 FEET EAST OF THE EAST GATE POST OF A WIRE
 CD0938'GATE, 16 FEET WEST OF TELEPHONE POLE NUMBER 699, 2 FEET SOUTH
 CD0938'OF A METAL WITNESS POST SET IN THE RAILROAD RIGHT-OF-WAY FENCE
 CD0938'AND 2 FEET EAST OF A 4X4 INCH WOODEN WITNESS POST.
 CD0938'
 CD0938'TO REACH THE AZIMUTH MARK FROM THE NORTH SIDE OF THE OVERPASS
 CD0938'ON INTERSTATE HIGHWAY 10 IN KENT, GO WEST ON THE FRONTAGE ROAD
 CD0938'FOR 0.2 MILE TO A DIM TRACK ROAD RIGHT.  BEAR RIGHT AND CONTINUE
 CD0938'WESTERLY ON THE TRACK ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 CD0938'
 CD0938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CD0938'1/2 MILE SOUTHWEST OF KENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0294 ***********************************************************************
 DP0294  DESIGNATION -  KENT AZ MK
 DP0294  PID         -  DP0294
 DP0294  STATE/COUNTY-  TX/GARZA
 DP0294  USGS QUAD   -  COTTONWOOD CREEK (1969)
 DP0294
 DP0294                         *CURRENT SURVEY CONTROL
 DP0294  ___________________________________________________________________
 DP0294* NAD 83(1986)-  33 10 41.     (N)    101 02 16.     (W)     SCALED    
 DP0294* NAVD 88     -       718.83   (+/-2cm)    2358.4    (feet)  VERTCON   
 DP0294  ___________________________________________________________________
 DP0294  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DP0294
 DP0294  VERT ORDER  -  THIRD (See Below)
 DP0294
 DP0294.The horizontal coordinates were scaled from a topographic map and have
 DP0294.an estimated accuracy of +/- 6 seconds.
 DP0294
 DP0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0294.The vertical order pertains to the NGVD 29 superseded value.
 DP0294
 DP0294.The geoid height was determined by GEOID03.
 DP0294
 DP0294;                    North         East    Units  Estimated Accuracy
 DP0294;SPC TXNC     - 2,170,460.      363,370.      MT  (+/- 180 meters Scaled)
 DP0294
 DP0294                          SUPERSEDED SURVEY CONTROL
 DP0294
 DP0294  NGVD 29 (01/29/03)  718.53   (m)         2357.4    (f) RESET       3  
 DP0294
 DP0294.Superseded values are not recommended for survey control.
 DP0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0294.See file dsdata.txt to determine how the superseded data were derived.
 DP0294
 DP0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB100728(NAD 83)
 DP0294_MARKER: DZ = AZIMUTH MARK DISK
 DP0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0294_STAMPING: KENT 1968
 DP0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0294+STABILITY: SURFACE MOTION
 DP0294
 DP0294  HISTORY     - Date     Condition        Report By
 DP0294  HISTORY     - 1968     MONUMENTED       CGS
 DP0294  HISTORY     - 1975     GOOD             NGS
 DP0294
 DP0294                          STATION DESCRIPTION
 DP0294
 DP0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 DP0294'20.5 MI E FROM POST.
 DP0294'FROM THE INTERSECTION OF U.S. HIGHWAYS 84 AND 380 IN POST, GO EASTERLY
 DP0294'ON U.S. HIGHWAY 380 FOR 11.0 MILES TO THE JUNCTION OF FARM ROAD 2008
 DP0294'ON THE LEFT.  CONTINUE EASTERLY ON U.S. HIGHWAY 380 FOR 9.6 MILES TO
 DP0294'THE GARZA-KENT COUNTY LINE, CONTINUE EAST ON U.S. 380 FOR 0.05 MILE TO
 DP0294'MARK ON THE RIGHT.  MARK IS A STANDARD TRIANGULATION STATION AZIMUTH
 DP0294'MARK DISK, SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS
 DP0294'ABOUT 2-INCHES AND IS STAMPED KENT 1968.  IT IS AT THE WEST 1 OF 2
 DP0294'BRACED FENCE-POSTS, 75 FEET SOUTH OF THE CENTER-LINE OF HIGHWAY, 2
 DP0294'FEET EAST OF A METAL WITNESS POST, 1 FOOT NORTH OF THE FENCE-LINE AND
 DP0294'285 FEET EAST OF THE COUNTY-LINE.  ELEVATION TRANSFERRED TO THIS MARK
 DP0294'FROM K 474 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0934 ***********************************************************************
 CD0934  DESIGNATION -  KENT CONTL TEL CO MW KVU 51
 CD0934  PID         -  CD0934
 CD0934  STATE/COUNTY-  TX/JEFF DAVIS
 CD0934  USGS QUAD   -  GOMEZ PEAK (1970)
 CD0934
 CD0934                         *CURRENT SURVEY CONTROL
 CD0934  ___________________________________________________________________
 CD0934* NAD 83(1993)-  31 02 10.91794(N)    104 04 56.85494(W)     ADJUSTED  
 CD0934* NAVD 88     -                                                        
 CD0934  ___________________________________________________________________
 CD0934  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 CD0934  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 CD0934
 CD0934  HORZ ORDER  -  THIRD
 CD0934
 CD0934.The horizontal coordinates were established by classical geodetic methods
 CD0934.and adjusted by the National Geodetic Survey in February 1996..
 CD0934
 CD0934
 CD0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0934
 CD0934.The geoid height was determined by GEOID03.
 CD0934
 CD0934;                    North         East     Units Scale Factor Converg.
 CD0934;SPC TX C     - 3,157,868.193   342,188.410   MT  0.99988193   -1 55 51.7
 CD0934;SPC TX C     -10,360,439.23  1,122,663.14   sFT  0.99988193   -1 55 51.7
 CD0934;UTM  13      - 3,433,993.724   587,562.465   MT  0.99969457   +0 28 23.2
 CD0934
 CD0934                          SUPERSEDED SURVEY CONTROL
 CD0934
 CD0934  NAD 83(1986)-  31 02 10.91995(N)    104 04 56.84963(W) AD(       ) 4
 CD0934  NAD 27      -  31 02 10.42345(N)    104 04 55.16458(W) AD(       ) 3
 CD0934
 CD0934.Superseded values are not recommended for survey control.
 CD0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0934.See file dsdata.txt to determine how the superseded data were derived.
 CD0934
 CD0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ8756233994(NAD 83)
 CD0934_MARKER: 44 = MICROWAVE MAST
 CD0934
 CD0934  HISTORY     - Date     Condition        Report By
 CD0934  HISTORY     - 1968     FIRST OBSERVED   CGS
 CD0934  HISTORY     - 1971     GOOD             NGS
 CD0934
 CD0934                          STATION DESCRIPTION
 CD0934
 CD0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD0934'THE STATION IS THE RED LIGHT ATOP THE KENT, CONTINENTAL TELEPHONE
 CD0934'COMPANY, GOMEZ PEAK MICROWAVE MAST THAT IS LOCATED ABOUT 8 MILES
 CD0934'SOUTHEAST OF KENT, 7 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 CD0934'80 AND 290 AND ON THE NORTH SLOPE OF GOMEZ PEAK.  THE
 CD0934'MAST IS PAINTED RED AND WHITE ALTERNATLY AND TRIANGULAR IN CROSS
 CD0934'SECTION.  IT IS 295 FEET IN HEIGHT.
 CD0934
 CD0934                          STATION RECOVERY (1971)
 CD0934
 CD0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ)
 CD0934'THE STATION WAS VISITED AND RECOVERED AS DESCRIBED IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0937 ***********************************************************************
 CD0937  DESIGNATION -  KENT RM A
 CD0937  PID         -  CD0937
 CD0937  STATE/COUNTY-  TX/CULBERSON
 CD0937  USGS QUAD   -  KENT (1970)
 CD0937
 CD0937                         *CURRENT SURVEY CONTROL
 CD0937  ___________________________________________________________________
 CD0937* NAD 83(1993)-  31 03 49.49560(N)    104 13 26.05842(W)     ADJUSTED  
 CD0937* NAVD 88     -      1351.6    (meters)    4434.     (feet)  VERTCON   
 CD0937  ___________________________________________________________________
 CD0937  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CD0937  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 CD0937
 CD0937  HORZ ORDER  -  FIRST
 CD0937
 CD0937.The horizontal coordinates were established by classical geodetic methods
 CD0937.and adjusted by the National Geodetic Survey in February 1996..
 CD0937
 CD0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0937
 CD0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0937
 CD0937.The geoid height was determined by GEOID03.
 CD0937
 CD0937;                    North         East     Units Scale Factor Converg.
 CD0937;SPC TX C     - 3,161,365.450   328,800.600   MT  0.99988233   -2 00 13.9
 CD0937;SPC TX C     -10,371,913.15  1,078,739.97   sFT  0.99988233   -2 00 13.9
 CD0937;UTM  13      - 3,436,925.697   574,042.454   MT  0.99966762   +0 24 01.7
 CD0937
 CD0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0937!SPC TX C     -   0.99979128  x   0.99988233  =   0.99967364
 CD0937!UTM  13      -   0.99979128  x   0.99966762  =   0.99945897
 CD0937
 CD0937:                Primary Azimuth Mark                     Grid Az
 CD0937:SPC TX C     -  DAVIS                                    081 37 43.4
 CD0937:UTM  13      -  DAVIS                                    079 13 27.8
 CD0937
 CD0937|---------------------------------------------------------------------|
 CD0937| PID    Reference Object                     Distance      Geod. Az  |
 CD0937|                                                           dddmmss.s |
 CD0937| CD0935 DAVIS                               APPROX.18.3 KM 0793729.5 |
 CD0937| CD0934 KENT CONTL TEL CO MW KVU 51         APPROX.13.8 KM 1023810.0 |
 CD0937| CD0938 KENT                                 29.196 METERS 33554     |
 CD0937|---------------------------------------------------------------------|
 CD0937
 CD0937                          SUPERSEDED SURVEY CONTROL
 CD0937
 CD0937  NAD 83(1986)-  31 03 49.49620(N)    104 13 26.05415(W) AD(       ) 1
 CD0937  NAD 27      -  31 03 49.01361(N)    104 13 24.35217(W) AD(       ) 1
 CD0937  NGVD 29 (07/19/86) 1351.1    (m)         4433.     (f) VERT ANG       
 CD0937
 CD0937.Superseded values are not recommended for survey control.
 CD0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0937.See file dsdata.txt to determine how the superseded data were derived.
 CD0937
 CD0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ7404236926(NAD 83)
 CD0937_MARKER: DS = TRIANGULATION STATION DISK
 CD0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0937+STABILITY: SURFACE MOTION
 CD0937
 CD0937  HISTORY     - Date     Condition        Report By
 CD0937  HISTORY     - 1968     MONUMENTED       CGS
 CD0937
 CD0937                          STATION DESCRIPTION
 CD0937
 CD0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LGB)
 CD0937'THE STATION IS LOCATD 13 MILES WEST-SOUTHWEST OF THE JUNCTION OF
 CD0937'U.S. HIGHWAY 290 AND U.S. HIGHWAY 80, AND 1/2 MILE SOUTHWEST OF
 CD0937'KENT.  IT IS ON LAND OWNED BY THE REYNOLDS LAND AND CATTLE COMPANY.
 CD0937'
 CD0937'THE STATION MARK IS A STANDARD DISK STAMPED KENT RM A 1968,
 CD0937'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 CD0937'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 60
 CD0937'FEET EAST OF THE WEST EDGE OF THE BLUFF AND 30 FEET SOUTHWEST OF
 CD0937'THE EAST EDGE OF THE BLUFF.
 CD0937'
 CD0937'TO REACH THE STATION FROM THE POST OFFICE IN KENT, GO SOUTH ON
 CD0937'A PAVED ROAD FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 80.
 CD0937'TURN LEFT AND GO EAST ON U.S.
 CD0937'HIGHWAY 80 FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY 118 ON
 CD0937'THE RIGHT.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 118 FOR 1.1
 CD0937'MILES TO A TRACK ROAD ON THE RIGHT AND A PIPE FRAMED WIRE
 CD0937'GATE.  TURN RIGHT AND PASS THROUGH THE GATE AND GO WESTERLY ON
 CD0937'THE MAIN TRACK ROAD FOR 0.65 MILE.  HERE TURN RIGHT LEAVING
 CD0937'THE MAIN TRACK ROAD AND PICK WAY NORTHERLY ACROSS PASTURE LAND
 CD0937'FOR 0.6 MILE TO THE SOUTH SHOULDER OF A FLAT TOPPED KNOLL.
 CD0937'HERE KEEP RIGHT PASSING TO THE EAST AND NORTH SIDES OF THE BUTTE
 CD0937'FOR 0.2 MILE.  HERE BEAR RIGHT ACROSS A SADDLE BETWEEN TWO
 CD0937'BUTTES PASSING TO THE WEST OF A DEEP RAVINE AND GO NORTHERLY FOR
 CD0937'0.3 MILE TO THE NORTH END OF A FLAT TOPPED MESA AND STATION KENT.
 CD0937'KENT RM A IS 95.80 FEET SSE OF STATION KENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1071 ***********************************************************************
 DN1071  DESIGNATION -  KENTUCK
 DN1071  PID         -  DN1071
 DN1071  STATE/COUNTY-  TX/GRAYSON
 DN1071  USGS QUAD   -  WHITEWRIGHT (1984)
 DN1071
 DN1071                         *CURRENT SURVEY CONTROL
 DN1071  ___________________________________________________________________
 DN1071* NAD 83(1993)-  33 32 46.59008(N)    096 25 38.84547(W)     ADJUSTED  
 DN1071* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 DN1071  ___________________________________________________________________
 DN1071  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DN1071  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 DN1071
 DN1071  HORZ ORDER  -  SECOND
 DN1071
 DN1071.The horizontal coordinates were established by classical geodetic methods
 DN1071.and adjusted by the National Geodetic Survey in February 1996..
 DN1071
 DN1071.The orthometric height was scaled from a topographic map.
 DN1071
 DN1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1071
 DN1071.The geoid height was determined by GEOID03.
 DN1071
 DN1071;                    North         East     Units Scale Factor Converg.
 DN1071;SPC TXNC     - 2,210,331.320   792,453.576   MT  0.99990978   +1 07 49.3
 DN1071;SPC TXNC     - 7,251,728.67  2,599,908.11   sFT  0.99990978   +1 07 49.3
 DN1071;UTM  14      - 3,714,814.134   738,855.878   MT  1.00030342   +1 25 20.2
 DN1071
 DN1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1071!SPC TXNC     -   0.99996450  x   0.99990978  =   0.99987428
 DN1071!UTM  14      -   0.99996450  x   1.00030342  =   1.00026791
 DN1071
 DN1071:                Primary Azimuth Mark                     Grid Az
 DN1071:SPC TXNC     -  BELLS MUNICIPAL TANK                     012 41 40.3
 DN1071:UTM  14      -  BELLS MUNICIPAL TANK                     012 24 09.4
 DN1071
 DN1071|---------------------------------------------------------------------|
 DN1071| PID    Reference Object                     Distance      Geod. Az  |
 DN1071|                                                           dddmmss.s |
 DN1071| DN1073 BELLS MUNICIPAL TANK                APPROX. 7.3 KM 0134929.6 |
 DN1071| DN1066 SAVOY MUNICIPAL TANK                APPROX. 8.1 KM 0434844.8 |
 DN1071| DN1068 ECTOR MUNICIPAL TANK                APPROX.14.7 KM 0755639.4 |
 DN1071| CY1391 KENTUCK AZ MK                                      1394824.8 |
 DN1071| DN1123 TRENTON MUNICIPAL TANK              APPROX.15.4 KM 1470805.3 |
 DN1071| DN1069 WHITEWRIGHT MUNICIPAL TANK          APPROX. 4.9 KM 1471129.5 |
 DN1071| DN1072 TOM BEAN MUNICIPAL TANK             APPROX. 6.1 KM 2414929.3 |
 DN1071| DN1233 HOWE MUNICIPAL TANK                 APPROX.17.8 KM 2543838.1 |
 DN1071| CY1393 KENTUCK RM 2                         46.605 METERS 30839     |
 DN1071| CY1392 KENTUCK RM 1                         31.782 METERS 35511     |
 DN1071|---------------------------------------------------------------------|
 DN1071
 DN1071                          SUPERSEDED SURVEY CONTROL
 DN1071
 DN1071  NAD 83(1993)-  33 32 46.59168(N)    096 25 38.84241(W) AD(       ) 2
 DN1071  NAD 83(1986)-  33 32 46.59694(N)    096 25 38.83612(W) AD(       ) 2
 DN1071  NAD 27      -  33 32 46.21080(N)    096 25 37.88860(W) AD(       ) 2
 DN1071
 DN1071.Superseded values are not recommended for survey control.
 DN1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1071.See file dsdata.txt to determine how the superseded data were derived.
 DN1071
 DN1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC3885614814(NAD 83)
 DN1071_MARKER: DS = TRIANGULATION STATION DISK
 DN1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN1071
 DN1071  HISTORY     - Date     Condition        Report By
 DN1071  HISTORY     - 1955     MONUMENTED       CGS
 DN1071  HISTORY     - 1957     GOOD             CGS
 DN1071  HISTORY     - 1957     GOOD             CGS
 DN1071
 DN1071                          STATION DESCRIPTION
 DN1071
 DN1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 DN1071'THE STATION IS LOCATED AIRLINE ABOUT 4-1/2 MILES SOUTH OF
 DN1071'BELLS, ABOUT 3-1/2 MILES NORTHEAST OF TOM BEAN AND ABOUT
 DN1071'3 MILES NORTH-NORTHWEST OF WHITEWRIGHT ON THE HIGHEST POINT
 DN1071'OF A BARE HILL THAT IS MOSTLY UNDER CULTIVATION.
 DN1071'
 DN1071'THE STATION IS A STANDARD DISK STAMPED KENTUCK 1955 SET IN
 DN1071'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 DN1071'FLUSH WITH THE GROUND.  IT IS 22 FEET EAST OF THE CENTER
 DN1071'LINE OF A DIRT ROAD WHICH LEADS TO THE BARN-YARD, 33 FEET
 DN1071'WEST OF THE WEST SIDE OF THE FARM HOUSE AND 6 FEET SOUTHWEST
 DN1071'OF A WHITE WITNESS POST.
 DN1071'
 DN1071'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KENTUCK
 DN1071'NO 1 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 DN1071'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 DN1071'THE SAME ELEVATION AS THE STATION.  IT IS 2 FEET SOUTH OF
 DN1071'A TELEPHONE POLE.
 DN1071'
 DN1071'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KENTUCK
 DN1071'NO 2 1955 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 DN1071'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 DN1071'1 FOOT LOWER THAN THE STATION.  IT IS 2 FEET SOUTH OF THE
 DN1071'WEST END OF THE GATE WHICH LEADS INTO THE BARN-YARD.
 DN1071'
 DN1071'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KENTUCK 1955
 DN1071'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DN1071'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 3 FEET NORTH OF A
 DN1071'WHITE WITNESS POST, 40 FEET WEST-NORTHWEST OF THE CENTER
 DN1071'LINE OF A FORK WHICH IS FORMED BY A DIRT SIDE ROAD JOINING
 DN1071'THE MAIN ROAD AND 30 FEET NORTH OF THE CENTER LINE OF THE
 DN1071'SURFACED ROAD.
 DN1071'
 DN1071'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 DN1071'AND FARM ROAD 151 IN THE WEST EDGE OF WHITEWRIGHT, GO NORTH
 DN1071'ON U.S. HIGHWAY 69 FOR 0.6 MILE.  TURN LEFT AND GO WEST ON
 DN1071'FARM ROAD 697 FOR 0.8 MILE.  TAKE THE RIGHT FORK AND GO NORTH
 DN1071'ON THE SURFACED ROAD FOR 1.25 MILES TO A POINT WHERE THE
 DN1071'ROAD TURNS LEFT, WEST, A DIRT SIDE ROAD, A WHITE WITNESS
 DN1071'POST AND THE AZIMUTH MARK.  CONTINUE STRAIGHT AHEAD, WEST,
 DN1071'FOR 0.35 MILE TO A DIRT SIDE ROAD ON THE RIGHT.  TURN RIGHT
 DN1071'AND GO NORTH ON THE DIRT ROAD FOR 0.35 MILE TO A FARM HOUSE,
 DN1071'A WHITE WITNESS POST AND THE STATION.
 DN1071
 DN1071                          STATION RECOVERY (1957)
 DN1071
 DN1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DN1071'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 DN1071'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 DN1071'CONDITION.
 DN1071'
 DN1071'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DN1071
 DN1071                          STATION RECOVERY (1957)
 DN1071
 DN1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JH)
 DN1071'STATION, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DN1071'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DN1071'TO STATION SITE ARE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0621 ***********************************************************************
 CS0621  DESIGNATION -  KERENS EAST BASE RM 2
 CS0621  PID         -  CS0621
 CS0621  STATE/COUNTY-  TX/NAVARRO
 CS0621  USGS QUAD   -  KERENS (1981)
 CS0621
 CS0621                         *CURRENT SURVEY CONTROL
 CS0621  ___________________________________________________________________
 CS0621* NAD 83(1986)-  32 08 08.     (N)    096 12 11.     (W)     SCALED    
 CS0621* NAVD 88     -       111.271  (meters)     365.06   (feet)  ADJUSTED  
 CS0621  ___________________________________________________________________
 CS0621  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CS0621  DYNAMIC HT  -         111.143 (meters)     364.64  (feet)  COMP
 CS0621  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 CS0621
 CS0621  VERT ORDER  -  SECOND    CLASS 0
 CS0621
 CS0621.The horizontal coordinates were scaled from a topographic map and have
 CS0621.an estimated accuracy of +/- 6 seconds.
 CS0621
 CS0621.The orthometric height was determined by differential leveling
 CS0621.and adjusted by the National Geodetic Survey in June 1991..
 CS0621
 CS0621.The geoid height was determined by GEOID03.
 CS0621
 CS0621.The dynamic height is computed by dividing the NAVD 88
 CS0621.geopotential number by the normal gravity value computed on the
 CS0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0621.degrees latitude (g = 980.6199 gals.).
 CS0621
 CS0621.The modeled gravity was interpolated from observed gravity values.
 CS0621
 CS0621;                    North         East    Units  Estimated Accuracy
 CS0621;SPC TXNC     - 2,054,370.      816,710.      MT  (+/- 180 meters Scaled)
 CS0621
 CS0621                          SUPERSEDED SURVEY CONTROL
 CS0621
 CS0621  NGVD 29 (??/??/92)  111.278  (m)          365.08   (f) ADJ UNCH    2 0
 CS0621
 CS0621.Superseded values are not recommended for survey control.
 CS0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0621.See file dsdata.txt to determine how the superseded data were derived.
 CS0621
 CS0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA638588(NAD 83)
 CS0621_MARKER: DR = REFERENCE MARK DISK
 CS0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0621_STAMPING: KERENS EAST BASE NO. 2 1947
 CS0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0621+STABILITY: SURFACE MOTION
 CS0621
 CS0621  HISTORY     - Date     Condition        Report By
 CS0621  HISTORY     - 1947     MONUMENTED       CGS
 CS0621
 CS0621                          STATION DESCRIPTION
 CS0621
 CS0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0621'1.4 MI E FROM KERENS.
 CS0621'MARK IS LOCATED ABOUT 1.4 MILES EAST OF KERENS ALONG THE ST. LOUIS
 CS0621'SOUTHWESTERN RAILROAD AT A ROAD CROSSING, 0.1 MILE SOUTH OF STATE
 CS0621'HIGHWAY NO. 31, 430 FEET EAST OF MILEPOST NO. 605.20, 52 FEET NORTH OF
 CS0621'THE CENTERLINE OF THE TRACK, 24 FEET WEST OF THE CENTERLINE OF THE
 CS0621'ROAD.  MARK IS A DISK SET IN A CONCRETE POST WHICH PROJECTS ABOUT 4
 CS0621'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2642 ***********************************************************************
 CS2642  DESIGNATION -  KERENS MUNICIPAL TANK
 CS2642  PID         -  CS2642
 CS2642  STATE/COUNTY-  TX/NAVARRO
 CS2642  USGS QUAD   -  KERENS (1981)
 CS2642
 CS2642                         *CURRENT SURVEY CONTROL
 CS2642  ___________________________________________________________________
 CS2642* NAD 83(1993)-  32 07 49.39178(N)    096 13 32.99093(W)     ADJUSTED  
 CS2642* NAVD 88     -                                                        
 CS2642  ___________________________________________________________________
 CS2642  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 CS2642  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS2642
 CS2642  HORZ ORDER  -  THIRD
 CS2642
 CS2642.The horizontal coordinates were established by classical geodetic methods
 CS2642.and adjusted by the National Geodetic Survey in February 1996..
 CS2642
 CS2642
 CS2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2642
 CS2642.The geoid height was determined by GEOID03.
 CS2642
 CS2642;                    North         East     Units Scale Factor Converg.
 CS2642;SPC TXNC     - 2,053,746.093   814,572.146   MT  1.00000082   +1 14 25.1
 CS2642;SPC TXNC     - 6,737,998.64  2,672,475.45   sFT  1.00000082   +1 14 25.1
 CS2642;UTM  14      - 3,558,259.486   761,708.353   MT  1.00044474   +1 28 34.6
 CS2642
 CS2642                          SUPERSEDED SURVEY CONTROL
 CS2642
 CS2642  NAD 83(1986)-  32 07 49.39858(N)    096 13 32.97349(W) AD(       ) 4
 CS2642  NAD 27      -  32 07 48.84500(N)    096 13 32.06500(W) AD(       ) 3
 CS2642
 CS2642.Superseded values are not recommended for survey control.
 CS2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2642.See file dsdata.txt to determine how the superseded data were derived.
 CS2642
 CS2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA6170858259(NAD 83)
 CS2642_MARKER: 53 = ELEVATED TANK
 CS2642
 CS2642  HISTORY     - Date     Condition        Report By
 CS2642  HISTORY     - 1947     FIRST OBSERVED   CGS
 CS2642
 CS2642                          STATION DESCRIPTION
 CS2642
 CS2642'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2642'THE STATION IS LOCATED ABOUT 0.3 MILE SOUTH OF THE CENTER PART
 CS2642'OF THE TOWN OF KERENS, 0.2 MILE EAST OF STATE ROUTE 309 AND
 CS2642'IS ON THE LOT JUST WEST OF THE FIRE DEPARTMENT BUILDING.
 CS2642'IT IS AN ELEVATED TANK, PAINTED ALUMINUM, HAS THE NAME KERENS
 CS2642'PAINTED IN BLACK LETTERS ON ITS NORTH AND SOUTH SIDES, AND
 CS2642'ITS OVER-ALL HEIGHT IS 110 FEET.  A BLACK BALL ON THE APEX
 CS2642'OF THE TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2646 ***********************************************************************
 CS2646  DESIGNATION -  KERENS WEST BASE
 CS2646  PID         -  CS2646
 CS2646  STATE/COUNTY-  TX/NAVARRO
 CS2646  USGS QUAD   -  POWELL (1959)
 CS2646
 CS2646                         *CURRENT SURVEY CONTROL
 CS2646  ___________________________________________________________________
 CS2646* NAD 83(1993)-  32 07 18.33294(N)    096 17 43.27463(W)     ADJUSTED  
 CS2646* NAVD 88     -       112.66   (+/-2cm)     369.6    (feet)  VERTCON   
 CS2646  ___________________________________________________________________
 CS2646  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CS2646  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS2646
 CS2646  HORZ ORDER  -  FIRST
 CS2646  VERT ORDER  -  THIRD ? (See Below)
 CS2646
 CS2646.The horizontal coordinates were established by classical geodetic methods
 CS2646.and adjusted by the National Geodetic Survey in February 1996..
 CS2646
 CS2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 CS2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CS2646.The vertical order pertains to the NGVD 29 superseded value.
 CS2646
 CS2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2646
 CS2646.The geoid height was determined by GEOID03.
 CS2646
 CS2646;                    North         East     Units Scale Factor Converg.
 CS2646;SPC TXNC     - 2,052,649.780   808,033.550   MT  1.00000323   +1 12 08.6
 CS2646;SPC TXNC     - 6,734,401.82  2,651,023.41   sFT  1.00000323   +1 12 08.6
 CS2646;UTM  14      - 3,557,135.752   755,171.576   MT  1.00040306   +1 26 20.0
 CS2646
 CS2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2646!SPC TXNC     -   0.99998631  x   1.00000323  =   0.99998954
 CS2646!UTM  14      -   0.99998631  x   1.00040306  =   1.00038937
 CS2646
 CS2646|---------------------------------------------------------------------|
 CS2646| PID    Reference Object                     Distance      Geod. Az  |
 CS2646|                                                           dddmmss.s |
 CS2646| CY1397 KERENS WEST BASE RM 2                30.986 METERS 08004     |
 CS2646| CS2642 KERENS MUNICIPAL TANK               APPROX. 6.6 KM 0814105.1 |
 CS2646| CY1396 KERENS WEST BASE AZ MK                             2631357.1 |
 CS2646| CS0629 V 151                                29.532 METERS 31825     |
 CS2646|---------------------------------------------------------------------|
 CS2646
 CS2646                          SUPERSEDED SURVEY CONTROL
 CS2646
 CS2646  NAD 83(1986)-  32 07 18.34003(N)    096 17 43.25731(W) AD(       ) 1
 CS2646  NAD 27      -  32 07 17.79000(N)    096 17 42.33900(W) AD(       ) 1
 CS2646  NGVD 29 (07/19/86)  112.66   (m)          369.6    (f) LEVELING    3  
 CS2646
 CS2646.Superseded values are not recommended for survey control.
 CS2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2646.See file dsdata.txt to determine how the superseded data were derived.
 CS2646
 CS2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA5517257136(NAD 83)
 CS2646_MARKER: DS = TRIANGULATION STATION DISK
 CS2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2646
 CS2646  HISTORY     - Date     Condition        Report By
 CS2646  HISTORY     - 1947     MONUMENTED       CGS
 CS2646
 CS2646                          STATION DESCRIPTION
 CS2646
 CS2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CAG)
 CS2646'THE STATION IS LOCATED ABOUT 4.0 MILES WEST OF KERENS AND 1.5
 CS2646'MILE EAST OF THE SMALL SETTLEMENT OF POWELL ON THE SOUTH SIDE
 CS2646'OF THE ST. L. AND S. W. R. R.  IT IS 30 FEET EAST OF THE CENTER
 CS2646'OF A FARM ROAD, 10 FEET EAST OF FENCE CORNER AND 45 FEET SOUTH
 CS2646'OF THE RAILROAD TRACKS.  THE DISK IS STAMPED WEST KERENS BASE
 CS2646'1947 AND PROJECTS 3 INCHES.
 CS2646'
 CS2646'REFERENCE MARK NO 1 IS THE U.S.C. AND G. SURVEY BENCH MARK,
 CS2646'SET IN THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 CS2646'CONCRETE CULVERT NORTHWEST OF THE STATION AND 25 FEET NORTH
 CS2646'OF THE RAILROAD TRACKS.  THE DISK IS STAMPED V 151 1933 AND
 CS2646'SET FLUSH WITH THE CONCRETE SURFACE.
 CS2646'
 CS2646'REFERENCE MARK NO 2 IS EAST OF THE STATION, SET 45 FEET SOUTH
 CS2646'OF THE RAILROAD TRACKS AND 2 FEET NORTH OF THE FENCE LINE.
 CS2646'THE DISK IS STAMPED WEST KERENS BASE NO 2 1947 AND PROJECTS
 CS2646'3 INCHES.
 CS2646'
 CS2646'THE AZIMUTH MARK IS 0.6 MILE WEST OF THE STATION, SET ON THE
 CS2646'NORTH SIDE OF STATE ROUTE NO 31.  IT IS 60 FEET NORTH OF STATE
 CS2646'ROUTE 31 AND 2 FEET EAST OF FENCE CORNER.  THE DISK IS STAMPED
 CS2646'WEST KERENS BASE 1947 AND PROJECTS 4 INCHES.  TO REACH FROM
 CS2646'THE STATION GO WEST ON STATE ROUTE 31 FOR 0.6 MILE TO THE MARK
 CS2646'ON THE RIGHT AS DESCRIBED.
 CS2646'
 CS2646'TO REACH THE STATION FROM KERENS.  GO WEST ON STATE ROUTE 31
 CS2646'FOR 4.0 MILES TO A CROSS ROAD LEFT AND STATION AS DESCRIBED.
 CS2646'
 CS2646'AN 87 FOOT SIGNAL AT RUSH IS VISIBLE AT 37 FEET
 CS2646'
 CS2646'A 100 FOOT SIGNAL AT EAST KERENS BASE IS V.G.
 CS2646'
 CS2646'AN 87 FOOT SIGNAL AT EUREKA IS VISIBLE AT 37 FEET.
 CS2646'
 CS2646'AN 87 FOOT SIGNAL AT CRAB IS VISIBLE AT 37 FEET.
 CS2646'
 CS2646'A 74 FOOT SIGNAL AT MILDRED IS VISIBLE AT 37 FEET
 CS2646'
 CS2646'A 74 FOOT SIGNAL AT POWELL IS VISIBLE AT 37 FEET
 CS2646'
 CS2646'A 74 FOOT SIGNAL AT BRIAR IS VISIBLE AT 37 FEET
 CS2646'
 CS2646'A 100 FOOT SIGNAL AT BAZETTE IS VISIBLE AT 37 FEET
 CS2646'
 CS2646'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1582 ***********************************************************************
 AH1582  DESIGNATION -  KERNS
 AH1582  PID         -  AH1582
 AH1582  STATE/COUNTY-  TX/NUECES
 AH1582  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1582
 AH1582                         *CURRENT SURVEY CONTROL
 AH1582  ___________________________________________________________________
 AH1582* NAD 83(1993)-  27 39 10.81695(N)    097 50 07.65880(W)     ADJUSTED  
 AH1582* NAVD 88     -        24.     (meters)      79.     (feet)  SCALED    
 AH1582  ___________________________________________________________________
 AH1582  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH1582  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AH1582
 AH1582  HORZ ORDER  -  SECOND
 AH1582
 AH1582.The horizontal coordinates were established by classical geodetic methods
 AH1582.and adjusted by the National Geodetic Survey in February 1996..
 AH1582
 AH1582.The orthometric height was scaled from a topographic map.
 AH1582
 AH1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1582
 AH1582.The geoid height was determined by GEOID03.
 AH1582
 AH1582;                    North         East     Units Scale Factor Converg.
 AH1582;SPC TX S     - 5,220,247.089   365,570.535   MT  0.99995931   +0 18 06.1
 AH1582;SPC TX S     -17,126,760.66  1,199,376.00   sFT  0.99995931   +0 18 06.1
 AH1582;UTM  14      - 3,059,306.733   614,869.650   MT  0.99976287   +0 32 25.9
 AH1582
 AH1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1582!SPC TX S     -   1.00000039  x   0.99995931  =   0.99995970
 AH1582!UTM  14      -   1.00000039  x   0.99976287  =   0.99976326
 AH1582
 AH1582|---------------------------------------------------------------------|
 AH1582| PID    Reference Object                     Distance      Geod. Az  |
 AH1582|                                                           dddmmss.s |
 AH1582| CV2504 KERNS RM 1                            8.590 METERS 15637     |
 AH1582| CV2505 KERNS RM 2                            7.886 METERS 23211     |
 AH1582| CV2503 KERNS AZ MK                                        2882152.5 |
 AH1582|---------------------------------------------------------------------|
 AH1582
 AH1582                          SUPERSEDED SURVEY CONTROL
 AH1582
 AH1582  NAD 83(1986)-  27 39 10.82546(N)    097 50 07.63513(W) AD(       ) 2
 AH1582  NAD 27      -  27 39 09.71600(N)    097 50 06.64400(W) AD(       ) 2
 AH1582
 AH1582.Superseded values are not recommended for survey control.
 AH1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1582.See file dsdata.txt to determine how the superseded data were derived.
 AH1582
 AH1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1487059307(NAD 83)
 AH1582_MARKER: DS = TRIANGULATION STATION DISK
 AH1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1582
 AH1582  HISTORY     - Date     Condition        Report By
 AH1582  HISTORY     - 1949     MONUMENTED       CGS
 AH1582  HISTORY     - 1953     GOOD             LOCENG
 AH1582  HISTORY     - 1967     GOOD             HUMBLE
 AH1582
 AH1582                          STATION DESCRIPTION
 AH1582
 AH1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1582'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST-SOUTHWEST
 AH1582'OF DRISCOLL AND ABOUT 5.0 MILES NORTH-NORTHWEST OF BISHOP,
 AH1582'ON LAND OWNED BY MRS. V.E. KERNS OF SAN ANTONIO, TEXAS AND
 AH1582'OCCUPIED BY MR. W.C. BURT.  IT IS ABOUT 200 FEET WEST OF
 AH1582'THE FARM HOUSE, 27 FEET NORTHWEST OF FENCE CORNER AROUND
 AH1582'BARN LOT, 29 FEET SOUTH OF THE CENTER OF EAST-WEST GRADED
 AH1582'ROAD AND 23 FEET NORTH OF FENCE LINE AROUND BARN LOT.  IT
 AH1582'IS STAMPED KERNS 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 AH1582'
 AH1582'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 3 FEET
 AH1582'EAST OF FENCE CORNER AROUND BARN LOT.  IT IS STAMPED KERNS
 AH1582'NO 1 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 AH1582'
 AH1582'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 1 FOOT
 AH1582'NORTH OF FENCE LINE AROUND BARN LOT.  IT IS STAMPED KERNS
 AH1582'NO 2 1949 AND SET FLUSH WITH THE GROUND SURFACE.
 AH1582'
 AH1582'THE AZIMUTH MARK IS ABOUT 1.0 MILE WEST-NORTHWEST OF THE
 AH1582'STATION, 60 FEET NORTH OF THE CENTER OF CROSSROAD, 16 FEET
 AH1582'EAST OF NORTH-SOUTH ROAD, 2 FEET SOUTH OF TELEPHONE POLE
 AH1582'AND 2 FEET SOUTH-SOUTHEAST OF WITNESS POST.  IT IS STAMPED
 AH1582'KERNS 1949 AND PROJECTS 6 INCHES.  TO REACH FROM THE STATION,
 AH1582'GO WEST ON GRADED ROAD FOR 1.0 MILE TO CROSSROAD, TURN RIGHT
 AH1582'FOR 60 FEET TO MARK ON THE EAST SIDE AS DESCRIBED.
 AH1582'
 AH1582'TO REACH THE STATION FROM THE RAILROAD STATION IN DRISCOLL,
 AH1582'GO SOUTH ON U.S. HIGHWAY 77 FOR 2.75 MILES TO MACADAM T-ROAD
 AH1582'RIGHT, TURN RIGHT AND GO WEST ON MACADAM ROAD FOR 4.1 MILES
 AH1582'TO WHERE MAIN ROAD CURVES TO THE RIGHT, CONTINUE STRAIGHT
 AH1582'AHEAD ON GRADED ROAD FOR 0.1 MILE TO THE STATION ON THE
 AH1582'LEFT AS DESCRIBED.
 AH1582'
 AH1582'A 74 FOOT SIGNAL AT STATION DRISCOLL IS VISIBLE AT 4 FEET
 AH1582'
 AH1582'A 74 FOOT SIGNAL AT STATION BISHOP 1913 IS VISIBLE AT 4 FEET
 AH1582'
 AH1582'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 AH1582
 AH1582                          STATION RECOVERY (1953)
 AH1582
 AH1582'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 AH1582'RECOVERED BY--BROWN AND ROOT INC.
 AH1582'
 AH1582'DESCRIPTION ADEQUATE.
 AH1582
 AH1582                          STATION RECOVERY (1967)
 AH1582
 AH1582'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1967
 AH1582'THE STATION MARK, R.M. 1, R.M. 2 AND AZIMUTH MARK WERE ALL
 AH1582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2076 ***********************************************************************
 AY2076  FBN         -  This is a Federal Base Network Control Station.
 AY2076  DESIGNATION -  KERR
 AY2076  PID         -  AY2076
 AY2076  STATE/COUNTY-  TX/KERR
 AY2076  USGS QUAD   -  HILLCREST RANCH (1964)
 AY2076
 AY2076                         *CURRENT SURVEY CONTROL
 AY2076  ___________________________________________________________________
 AY2076* NAD 83(1993)-  29 56 26.72864(N)    099 40 54.88126(W)     ADJUSTED  
 AY2076* NAVD 88     -       733.9    (meters)    2408.     (feet)  GPS OBS   
 AY2076  ___________________________________________________________________
 AY2076  X           -    -930,387.621 (meters)                     COMP
 AY2076  Y           -  -5,453,357.558 (meters)                     COMP
 AY2076  Z           -   3,165,040.099 (meters)                     COMP
 AY2076  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AY2076  ELLIP HEIGHT-         711.94  (meters)          (05/01/00) GPS OBS
 AY2076  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 AY2076
 AY2076  HORZ ORDER  -  B
 AY2076  ELLP ORDER  -  THIRD     CLASS I
 AY2076
 AY2076.The horizontal coordinates were established by GPS observations
 AY2076.and adjusted by the National Geodetic Survey in May 1994..
 AY2076
 AY2076.The orthometric height was determined by GPS observations and a
 AY2076.high-resolution geoid model.
 AY2076
 AY2076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY2076
 AY2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2076
 AY2076.The ellipsoidal height was determined by GPS observations
 AY2076.and is referenced to NAD 83.
 AY2076
 AY2076.The geoid height was determined by GEOID03.
 AY2076
 AY2076;                    North         East     Units Scale Factor Converg.
 AY2076;SPC TXSC     - 4,233,754.338   534,171.562   MT  0.99991898   -0 20 02.7
 AY2076;SPC TXSC     -13,890,242.36  1,752,527.87   sFT  0.99991898   -0 20 02.7
 AY2076;UTM  14      - 3,312,416.346   434,191.403   MT  0.99965343   -0 20 25.3
 AY2076
 AY2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2076!SPC TXSC     -   0.99988820  x   0.99991898  =   0.99980719
 AY2076!UTM  14      -   0.99988820  x   0.99965343  =   0.99954167
 AY2076
 AY2076|---------------------------------------------------------------------|
 AY2076| PID    Reference Object                     Distance      Geod. Az  |
 AY2076|                                                           dddmmss.s |
 AY2076| CV5353 KERR RM 1                            30.988 METERS 05256     |
 AY2076| CV5354 KERR RM 2                            19.905 METERS 26828     |
 AY2076| CV5352 KERR AZ MK                                         2885054.7 |
 AY2076|---------------------------------------------------------------------|
 AY2076
 AY2076                          SUPERSEDED SURVEY CONTROL
 AY2076
 AY2076  ELLIP H (05/09/94)  712.06   (m)                       GP(       ) 4 2
 AY2076  NAD 83(1986)-  29 56 26.73579(N)    099 40 54.87019(W) AD(       ) 2
 AY2076  NAD 27      -  29 56 25.96800(N)    099 40 53.65900(W) AD(       ) 2
 AY2076
 AY2076.Superseded values are not recommended for survey control.
 AY2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2076.See file dsdata.txt to determine how the superseded data were derived.
 AY2076
 AY2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU3419112416(NAD 83)
 AY2076_MARKER: DS = TRIANGULATION STATION DISK
 AY2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2076_SP_SET: SQUARE CONCRETE MONUMENT
 AY2076_STAMPING: KERR 1944
 AY2076_MARK LOGO: CGS   
 AY2076_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2076+STABILITY: SURFACE MOTION
 AY2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2076+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1998
 AY2076
 AY2076  HISTORY     - Date     Condition        Report By
 AY2076  HISTORY     - 1944     MONUMENTED       CGS
 AY2076  HISTORY     - 1944     GOOD             CGS
 AY2076  HISTORY     - 19930222 GOOD             NGS
 AY2076  HISTORY     - 19980306 GOOD             NGS
 AY2076
 AY2076                          STATION DESCRIPTION
 AY2076
 AY2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 AY2076'STATION IS LOCATED ON THE LEAKEY-KERRVILLE ROAD, 3/4 MILE E
 AY2076'OF U.S. HIGHWAY 83, AND ABOUT 1/2 MILE E OF THE REAL-KERR
 AY2076'COUNTY LINE.  IT IS 40 FEET SSW OF CENTER LINE OF ROAD AND
 AY2076'6 FEET SE OF A WHITE WOODEN WITNESS POST.
 AY2076'
 AY2076'STATION MARK IS A BRONZE STATION DISK SET IN A 10-INCH SQUARE
 AY2076'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS STAMPED
 AY2076'KERR 1944.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 AY2076'IN A DRILL HOLE IN BEDROCK ABOUT 24 INCHES BELOW THE GROUND.
 AY2076'
 AY2076'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN AN 8-INCH
 AY2076'SQUARE CONCRETE POST THAT PROJECTS ABOUT 5 INCHES.  IT IS STAMPED
 AY2076'KERR NO 1 1944.  IT IS 42 FEET NNE OF THE CENTER LINE OF
 AY2076'ROAD.
 AY2076'
 AY2076'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN AN 8-INCH
 AY2076'SQUARE CONCRETE POST THAT PROJECTS ABOUT 6 INCHES.  IT IS
 AY2076'STAMPED KERR NO 2 1944.  IT IS 56 FEET SSW OF THE CENTER
 AY2076'LINE OF ROAD.
 AY2076'
 AY2076'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 AY2076'IN BEDROCK THAT PROJECTS ABOUT 1 INCH ABOVE GROUND.  IT IS
 AY2076'STAMPED KERR 1944.  IT IS APPROXIMATELY 111 FEET N OF THE
 AY2076'CENTER LINE OF ROAD AND 3 FEET E OF WHITE WOODEN WITNESS
 AY2076'POST.
 AY2076'
 AY2076'TO REACH STATION FROM HUNT, FOLLOW STATE HIGHWAY 39 SW FOR
 AY2076'12.9 MILES TO END OF SURFACED ROAD.  CONTINUE ON GRAVEL ROAD
 AY2076'FOR 6.3 MILES TO A T-ROAD LEFT AT SIGN STATION C ROAD.
 AY2076'CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 7.8 MILES TO TOP
 AY2076'OF RIDGE AND STATION ON LEFT.
 AY2076'
 AY2076'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 AY2076
 AY2076                          STATION RECOVERY (1944)
 AY2076
 AY2076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 AY2076'RECOVERED IN GOOD CONDITION.
 AY2076
 AY2076                          STATION RECOVERY (1993)
 AY2076
 AY2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AY2076'STATION IS LOCATED IN THE SOUTHWEST CORNER OF KERR COUNTY, ABOUT 52 KM
 AY2076'(32.30 MI) WEST-SOUTHWEST OF KERRVILLE, 27 KM (16.75 MI)
 AY2076'NORTH-NORTHEAST OF LEAKEY, 0.9 KM (0.55 MI) EAST OF THE KERR-REAL
 AY2076'COUNTY LINE, ON THE SOUTH SIDE OF STATE HIGHWAY 39, ON LOCAL HIGH
 AY2076'GROUND, IN A FENCED PASTURE.  OWNERSHIP--BOB RAMSEY, P.O. BOX 302,
 AY2076'HUNT, TX 78024.  PHONE IS 210-640-3304.
 AY2076'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 39,
 AY2076'ABOUT 27 KM (16.75 MI) NORTH OF LEAKEY (MR. RAMSEYS HILLCREST RANCH
 AY2076'ENTRANCE IS 1.5 KM (0.95 MI) SOUTH OF THIS JUNCTION), GO EAST ON
 AY2076'HIGHWAY 39 FOR 1.22 KM (0.75 MI) TO HIGH GROUND AND A LOCKED ALUMINUM
 AY2076'SLAT GATE ON THE RIGHT.  TURN RIGHT THROUGH GATE, THEN TURN LEFT,
 AY2076'EAST, ALONG FENCE FOR 55 M (180.4 FT) TO THE STATION.
 AY2076'STATION MARK IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 AY2076'PROJECTING 15 CM ABOVE GROUND.  IT IS 19.3 M (63.3 FT) SOUTH OF AND
 AY2076'LEVEL WITH THE HIGHWAY CENTER, 4.8 M (15.7 FT) SOUTH OF A FIBERGLASS
 AY2076'WITNESS POST IN THE RIGHT-OF-WAY FENCE, 54.4 M (178.5 FT)
 AY2076'EAST-SOUTHEAST OF THE EAST GATEPOST AT PASTURE ENTRANCE AND 31.2 M
 AY2076'(102.4 FT) EAST-SOUTHEAST OF A UTILITY POLE.
 AY2076
 AY2076                          STATION RECOVERY (1998)
 AY2076
 AY2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AY2076'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF KERR COUNTY, ABOUT
 AY2076'52 KM (32.30 MI) WEST-SOUTHWEST OF KERRVILLE, 27 KM (16.75 MI)
 AY2076'NORTH-NORTHEAST OF LEAKEY, 0.9 KM (0.55 MI) EAST OF THE KERR-REAL
 AY2076'COUNTY LINE, ALONG THE SOUTH SIDE OF STATE HIGHWAY 39, ON TOP OF A
 AY2076'HILL JUST INSIDE A FENCED PASTURE.  OWNERSHIP--BOB RAMSEY, P.O. BOX
 AY2076'302, HUNT, TX. 78024.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AY2076'HIGHWAY 83 AND STATE HIGHWAY 39 NEAR THE SOUTHWEST CORNER OF KERR
 AY2076'COUNTY, GO EAST, FOR 1.22 KM (0.75 MI) ALONG HIGHWAY 39 TO A LOCKED
 AY2076'METAL SLAT GATE ON THE RIGHT.  TURN RIGHT, SOUTH THROUGH GATE, THEN
 AY2076'LEFT, EAST ALONG INSIDE OF FENCE FOR ABOUT 54 M (177.2 FT) TO THE
 AY2076'STATION.  NOTE--A KEY IS WIRED TO THE SOUTH SIDE OF THE EAST FENCE
 AY2076'POST JUST ABOVE THE CHAIN AND LOCK (ABOUT EYE LEVEL) .  KEEP GATE
 AY2076'CLOSED, BE SURE TO CLOSE AND LOCK GATE AND REPLACE KEY BEFORE LEAVING
 AY2076'SITE.  NOTE-- (CAUTION) --BEWARE OF BULL. STATION IS 54.4 M (178.5 FT)
 AY2076'EAST-SOUTHEAST OF THE EAST GATE POST, 31.2 M (102.4 FT) EAST-SOUTHEAST
 AY2076'OF A UTILITY POLE, 19.3 M (63.3 FT) SOUTH OF THE HIGHWAY 39 CENTER,
 AY2076'4.8 M (15.7 FT) SOUTH OF A FIBERGLASS WITNESS POST AND RIGHT-OF-WAY
 AY2076'FENCE, AND THE MONUMENT IS ABOUT LEVEL WITH THE HIGHWAY AND PROJECTING
 AY2076'ABOUT 15-CM ABOVE THE GROUND SURFACE.  BY R.G. HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1352 ***********************************************************************
 GL1352  DESIGNATION -  KERRICK
 GL1352  PID         -  GL1352
 GL1352  STATE/COUNTY-  TX/DALLAM
 GL1352  USGS QUAD   -  KERRICK (1964)
 GL1352
 GL1352                         *CURRENT SURVEY CONTROL
 GL1352  ___________________________________________________________________
 GL1352* NAD 83(1993)-  36 27 00.31554(N)    102 14 38.82205(W)     ADJUSTED  
 GL1352* NAVD 88     -      1186.1    (meters)    3891.     (feet)  VERTCON   
 GL1352  ___________________________________________________________________
 GL1352  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 GL1352  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 GL1352
 GL1352  HORZ ORDER  -  FIRST
 GL1352
 GL1352.The horizontal coordinates were established by classical geodetic methods
 GL1352.and adjusted by the National Geodetic Survey in February 1996..
 GL1352
 GL1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1352
 GL1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1352
 GL1352.The geoid height was determined by GEOID03.
 GL1352
 GL1352;                    North         East     Units Scale Factor Converg.
 GL1352;SPC TX N     - 1,272,073.323   133,286.707   MT  1.00007314   -0 25 52.5
 GL1352;SPC TX N     - 4,173,460.56    437,291.47   sFT  1.00007314   -0 25 52.5
 GL1352;SPC OK N     -   169,207.697   219,658.291   MT  0.99995754   -2 30 16.8
 GL1352;SPC OK N     -   555,142.25    720,662.24   sFT  0.99995754   -2 30 16.8
 GL1352;UTM  13      - 4,037,402.308   746,990.364   MT  1.00035168   +1 38 17.4
 GL1352
 GL1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1352!SPC TX N     -   0.99981776  x   1.00007314  =   0.99989089
 GL1352!SPC OK N     -   0.99981776  x   0.99995754  =   0.99977531
 GL1352!UTM  13      -   0.99981776  x   1.00035168  =   1.00016938
 GL1352
 GL1352:                Primary Azimuth Mark                     Grid Az
 GL1352:SPC TX N     -  NW GABLE GRAIN ELEV KERRICK              004 52 22.5
 GL1352:SPC OK N     -  NW GABLE GRAIN ELEV KERRICK              006 56 46.8
 GL1352:UTM  13      -  NW GABLE GRAIN ELEV KERRICK              002 48 12.6
 GL1352
 GL1352|---------------------------------------------------------------------|
 GL1352| PID    Reference Object                     Distance      Geod. Az  |
 GL1352|                                                           dddmmss.s |
 GL1352| CM9634 NW GABLE GRAIN ELEV KERRICK                        0042630.0 |
 GL1352| CM8878 KERRICK RM 1                        169.530 METERS 04700     |
 GL1352| CM9455 VERT SHAFT WINDMILL                                0774921.8 |
 GL1352| CM8880 KERRICK RM 3                        136.018 METERS 11258     |
 GL1352| CM8879 KERRICK RM 2 AZIMUTH                               1680021.5 |
 GL1352|---------------------------------------------------------------------|
 GL1352
 GL1352                          SUPERSEDED SURVEY CONTROL
 GL1352
 GL1352  NAD 83(1993)-  36 27 00.31546(N)    102 14 38.82221(W) AD(       ) 1
 GL1352  NAD 83(1986)-  36 27 00.32737(N)    102 14 38.81157(W) AD(       ) 1
 GL1352  NAD 27      -  36 27 00.22800(N)    102 14 37.18000(W) AD(       ) 1
 GL1352  NGVD 29 (07/19/86) 1185.6    (m)         3890.     (f) VERT ANG       
 GL1352
 GL1352.Superseded values are not recommended for survey control.
 GL1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1352.See file dsdata.txt to determine how the superseded data were derived.
 GL1352
 GL1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA4699037402(NAD 83)
 GL1352_MARKER: DS = TRIANGULATION STATION DISK
 GL1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1352
 GL1352  HISTORY     - Date     Condition        Report By
 GL1352  HISTORY     - 1931     MONUMENTED       CGS
 GL1352  HISTORY     - 1953     GOOD             CGS
 GL1352
 GL1352                          STATION DESCRIPTION
 GL1352
 GL1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1352'STATION IS ABOUT 15 MILES NW OF STRATFORD, 3.1 MILES S FROM
 GL1352'THE GENERAL STORE (STUCCO) IN THE SMALL VILLAGE OF KERRICK,
 GL1352'ON A SMALL RIDGE W OF THE STRATFORD-KERRICK ROAD, ON LAND
 GL1352'BELONGING TO THE DALLAS NEWS.
 GL1352'
 GL1352'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GL1352'DISKS SET IN CONCRETE.
 GL1352'
 GL1352'REFERENCE MARK NO. 1 IS 1 FOOT W OF FENCE LINE, 65 FEET W
 GL1352'OF CENTER LINE OF ROAD, AND 556.4 FEET FROM STATION.
 GL1352'REFERENCE MARK NO. 2 IS 1 FOOT
 GL1352'W OF FENCE LINE, 65 FEET W OF CENTER LINE OF ROAD, 45 FEET
 GL1352'W OF W EDGE OF BORROW PIT, AND 0.38 MILE (SPEEDOMETER)
 GL1352'FROM STATION.
 GL1352'
 GL1352'BEARINGS FROM STATION ARE--KERRICK, NW GABLE OF GRAIN
 GL1352'ELEVATOR, N 04 DEG 27 MIN E.  TIP, WINDMILL VERTICAL
 GL1352'SHAFT, DISTANT 1 MILE, N 77 DEG 49 MIN E.
 GL1352'
 GL1352'TO REACH STATION FROM KERRICK GO S 3.1 MILES FROM STORE TO
 GL1352'TOP OF RIDGE AND STATION IN PASTURE 409 FEET W OF FENCE.
 GL1352
 GL1352                          STATION RECOVERY (1953)
 GL1352
 GL1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1352'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 GL1352'CONDITION.  A NEW MARK WAS SET AND CALLED REFERENCE MARK NUMBER
 GL1352'3.  A COMPLETE DESCRIPTION FOLLOWS.
 GL1352'
 GL1352'STATION IS LOCATED, AIRLINE, ABOUT 15 MILES NORTHWEST OF STRATFORD,
 GL1352'3 MILES SOIUTH OF KERRICK, 2-1/2 MILES WEST OF U.S. HIGHWAY
 GL1352'287 AND ON LAND BELONGING TO THE DALLAS NEWS.
 GL1352'
 GL1352'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE AT
 GL1352'CONLEN, GO NORTH ON FARM ROAD 807 FOR 14.4 MILES TO THE
 GL1352'AZIMUTH MARK ON THE LEFT IN THE FENCE LINE.  CONTINUE NORTH FOR
 GL1352'0.4 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT, THROUGH
 GL1352'GATE, AND GO 0.1 MILE SOUTHWEST TO THE HIGHEST POINT OF THE
 GL1352'LOW RIDGE AND THE STATION.
 GL1352'
 GL1352'STATION MARK, STAMPED KERRICK 1931, IS A STANDARD DISK SET
 GL1352'IN THE TOP OF A 16 INCH SQUARE CONCRETE POST THAT PROJECTS
 GL1352'8 INCHES.
 GL1352'
 GL1352'REFERENCE MARK NUMBER 1, STAMPED KERRICK NO 1 1931, IS
 GL1352'A STANDARD DISK SET IN THE TOP OF A 16 INCH SQUARE CONCRETE POST,
 GL1352'PROJECTING 8 INCHES AND ABOUT 3 FEET LOWER THAN THE STATION.
 GL1352'IT IS 63.0 FEET WEST OF THE CENTERLINE OF THE ROAD AND 2.0
 GL1352'FEET WEST OF THE FENCE LINE.
 GL1352'
 GL1352'REFERENCE MARK NUMBER 2 (AZIMUTH MARK), STAMPED KERRICK NO 2
 GL1352'1931, IS A STANDARD DISK SET IN THE TOP OF A 16 INCH SQUARE
 GL1352'CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 81.0 FEET WEST
 GL1352'OF THE CENTERLINE OF THE ROAD AND 2.5 FEET WEST OF THE FENCE
 GL1352'LINE.
 GL1352'
 GL1352'REFERENCE MARK NUMBER 3, STAMPED KERRICK NO 3 1931 1953,
 GL1352'IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 GL1352'12 INCHES IN DIAMETER, PROJECTING 6 INCHES AND ABOUT 1-1/2
 GL1352'FEET LOWER THAN THE STATION.  IT IS 66.0 FEET WEST OF THE
 GL1352'CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2119 ***********************************************************************
 AY2119  SACS        -  This is a Secondary Airport Control Station.
 AY2119  DESIGNATION -  KERRPORT
 AY2119  PID         -  AY2119
 AY2119  STATE/COUNTY-  TX/KERR
 AY2119  USGS QUAD   -  CENTER POINT (1982)
 AY2119
 AY2119                         *CURRENT SURVEY CONTROL
 AY2119  ___________________________________________________________________
 AY2119* NAD 83(1993)-  29 58 35.50518(N)    099 05 08.13720(W)     ADJUSTED  
 AY2119* NAVD 88     -       482.53   (meters)    1583.1    (feet)  GPS OBS   
 AY2119  ___________________________________________________________________
 AY2119  X           -    -873,234.117 (meters)                     COMP
 AY2119  Y           -  -5,460,574.220 (meters)                     COMP
 AY2119  Z           -   3,168,350.110 (meters)                     COMP
 AY2119  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AY2119  ELLIP HEIGHT-         460.04  (meters)          (06/26/01) GPS OBS
 AY2119  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AY2119
 AY2119  HORZ ORDER  -  FIRST
 AY2119  ELLP ORDER  -  THIRD     CLASS II
 AY2119
 AY2119.This mark is at Kerrville Muni/louis Schreiner Fld (ERV) Airport (ERV)
 AY2119
 AY2119.The horizontal coordinates were established by GPS observations
 AY2119.and adjusted by the National Geodetic Survey in June 1996..
 AY2119
 AY2119.The orthometric height was determined by GPS observations and a
 AY2119.high-resolution geoid model.
 AY2119
 AY2119.GPS derived orthometric heights for airport stations designated as
 AY2119.PACS or SACS are published to 2 decimal places.  This maintains
 AY2119.centimeter relative accuracy between the PACS and SACS.  It does
 AY2119.not indicate centimeter accuracy relative to other marks which are
 AY2119.part of the NAVD 88 network.
 AY2119
 AY2119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY2119
 AY2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2119
 AY2119.The ellipsoidal height was determined by GPS observations
 AY2119.and is referenced to NAD 83.
 AY2119
 AY2119.The geoid height was determined by GEOID03.
 AY2119
 AY2119;                    North         East     Units Scale Factor Converg.
 AY2119;SPC TXSC     - 4,237,530.445   591,740.057   MT  0.99992577   -0 02 31.0
 AY2119;SPC TXSC     -13,902,631.13  1,941,400.50   sFT  0.99992577   -0 02 31.0
 AY2119;UTM  14      - 3,316,187.686   491,742.745   MT  0.99960084   -0 02 34.0
 AY2119
 AY2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2119!SPC TXSC     -   0.99992776  x   0.99992577  =   0.99985353
 AY2119!UTM  14      -   0.99992776  x   0.99960084  =   0.99952862
 AY2119
 AY2119:                Primary Azimuth Mark                     Grid Az
 AY2119:SPC TXSC     -  KERRPORT AZ MK                           335 35 05.8
 AY2119:UTM  14      -  KERRPORT AZ MK                           335 35 08.8
 AY2119
 AY2119|---------------------------------------------------------------------|
 AY2119| PID    Reference Object                     Distance      Geod. Az  |
 AY2119|                                                           dddmmss.s |
 AY2119| AY2120 KERRPORT AZ MK                      441.126 METERS 3353234.8 |
 AY2119|---------------------------------------------------------------------|
 AY2119
 AY2119                          SUPERSEDED SURVEY CONTROL
 AY2119
 AY2119  ELLIP H (06/19/96)  460.19   (m)                       GP(       ) 3 2
 AY2119  NAD 83(1993)-  29 58 35.50656(N)    099 05 08.13930(W) AD(       ) 3
 AY2119  ELLIP H (02/16/96)  460.23   (m)                       GP(       ) 5 1
 AY2119  NAD 83(1986)-  29 58 35.51631(N)    099 05 08.13468(W) AD(       ) 3
 AY2119  NGVD 29 (10/23/89)  482.6    (m)         1583.     (f) GPS OBS        
 AY2119
 AY2119.Superseded values are not recommended for survey control.
 AY2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2119.See file dsdata.txt to determine how the superseded data were derived.
 AY2119
 AY2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9174316188(NAD 83)
 AY2119_MARKER: DD = SURVEY DISK
 AY2119_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AY2119_SP_SET: TAXIWAY
 AY2119_STAMPING: KERRPORT 1988
 AY2119_MARK LOGO: NGS   
 AY2119_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2119+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1995
 AY2119
 AY2119  HISTORY     - Date     Condition        Report By
 AY2119  HISTORY     - 1988     MONUMENTED       NGS
 AY2119  HISTORY     - 19880615 GOOD             NGS
 AY2119  HISTORY     - 19890112 GOOD
 AY2119  HISTORY     - 19900225 GOOD             NGS
 AY2119  HISTORY     - 19910320 GOOD
 AY2119  HISTORY     - 19950424 GOOD             NGS
 AY2119  HISTORY     - 20050521 GOOD             USPSQD
 AY2119
 AY2119                          STATION DESCRIPTION
 AY2119
 AY2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AY2119'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHEAST OF KERRVILLE,
 AY2119'0.3 KM (0.20 MI) NORTHEAST OF STATE HIGHWAY 27, AT THE KERRVILLE
 AY2119'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF KERRVILLE, 600 MAIN STREET,
 AY2119'KERRVILLE, TEXAS 78028.  THE AIRPORT MANAGER IS JOSEPH MENELLA,
 AY2119'TELEPHONE 512-257-8000.
 AY2119'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 27 IN
 AY2119'KERRVILLE, GO SOUTHEAST ON STATE HIGHWAY 27 FOR 9.1 KM (5.65 MI) TO A
 AY2119'BRIDGE OVER SILVER CREEK.  CONTINUE SOUTHEAST ON STATE HIGHWAY 27 FOR
 AY2119'2.5 KM (1.55 MI) TO AIRPORT LOOP ROAD ON THE LEFT.  TURN LEFT AND GO
 AY2119'NORTHEAST ON AIRPORT LOOP ROAD FOR 1.53 KM (0.95 MI) TO THE AIRPORT
 AY2119'ENTRANCE ON THE LEFT, JUST PAST A CATTLE GUARD.  TURN LEFT AND GO 0.24
 AY2119'KM (0.15 MI) TO THE EDGE OF A CONCRETE TARMAC, NEAR AN EXXON SIGN.
 AY2119'BEAR LEFT AND GO SOUTH ON THE TARMAC FOR 0.08 KM (0.05 MI) TO ITS
 AY2119'JUNCTION WITH A TAXIWAY AND THE STATION ON THE LEFT.
 AY2119'THE STATION IS IN A DRILL HOLE IN THE CONCRETE TARMAC.  IT IS 9.4 M
 AY2119'(30.8 FT) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY, 6.2 M (20.3 FT)
 AY2119'SOUTHWEST OF A FIRE HYDRANT, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 AY2119'POST, AND 0.18 M (0.6 FT) SOUTHEAST OF THE EDGE OF THE TARMAC.
 AY2119'DESCRIBED BY V.L. FERNANDES.
 AY2119
 AY2119                          STATION RECOVERY (1988)
 AY2119
 AY2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AY2119'THE STATION IS LOCATED AT THE APPROXIMATE CENTER OF THE AIRPORT, SET
 AY2119'IN THE RADIUS OF TAXIWAY AT THE SOUTH END OF RAMP AT KERRVILLE
 AY2119'AVIATION, 41.7 FT (12.7 M) SOUTH OF THE CENTERLINE TAXIWAY TO RAMP,
 AY2119'30.9 FT (9.4 M) EAST OF CENTERLINE OF NORTH-SOUTH TAXIWAY AND 20.5 FT
 AY2119'(6.2 M) WEST OF FIRE HYDRANT.  THE STATION IS A STANDARD NGS DISK
 AY2119'STAMPED KERRPORT 1988, CEMENTED IN A DRILL HOLE IN CONCRETE TAXIWAY
 AY2119'RADIUS.
 AY2119
 AY2119                          STATION RECOVERY (1989)
 AY2119
 AY2119'RECOVERED 1989
 AY2119'RECOVERED IN GOOD CONDITION.
 AY2119
 AY2119                          STATION RECOVERY (1990)
 AY2119
 AY2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AY2119'RECOVERED IN GOOD CONDITION.
 AY2119
 AY2119                          STATION RECOVERY (1991)
 AY2119
 AY2119'RECOVERED 1991
 AY2119'RECOVERED IN GOOD CONDITION.
 AY2119
 AY2119                          STATION RECOVERY (1995)
 AY2119
 AY2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AY2119'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHEAST OF KERRVILLE,
 AY2119'NORTHEAST OF STATE HIGHWAY 27 ON THE KERRVILL MUNICIPAL/LOUIS SCHREINE
 AY2119'AIRPORT AT THE MOST SOUTHEAST CONECTOR TO THE APRON IN FRONT OF THE
 AY2119'TERMINAL.  OWNERSHIP--CITY OF KERRVILLE, 800 JUNCTION HIGHWAY, CLAY
 AY2119'HENKEL MANAGER, PHONE 210 257 8000.  TO REACH THE STATION FROM THE
 AY2119'JUNCTION OF STATE HIGHWAYS 16 AND 27 IN KERRVILLE, GO EASTERLY ON
 AY2119'STATE HIGHWAY 27 FOR 11.6 KM (7.20 MI) TO AIRPORT LOOP ROAD ON THE
 AY2119'LEFT, TURN AND GO NORTHWESTERLY FOR 1.8 KM (1.10 MI) PASSING OVER A
 AY2119'CATTLE GUARD AND TO THE AIRPORT OFFICE ENTRANCE OF THE LEFT, WEST, GO
 AY2119'O.2 KM TO THE KERRVILLE AVIATION OFFICE ON THE RIGHT AND ENTRANCE TO
 AY2119'THE APRON AHEAD.  GO ON APRON AND TURN LEFT,SOUTH, GO 0.2 KM (0.10 MI)
 AY2119'ACROSS THE APRON AND THE SOUTHEAST APRON/TAXI CONECTOR TO THE STATION
 AY2119'ON THE LEFT.  IN TOP OF THE CONCRETE OF THE TAXI/APRON CONECTOR NEAR
 AY2119'THE EAST CURVED EDGE OF THE CONECTOR, 13.1 M (43.0 FT) SOUTHEAST OF
 AY2119'THE CENTER OF THE CONECTOR, 9.4 M (30.8 FT) NORTHEAST OF THE
 AY2119'CENTERLINE OF A TAXI, 6.1 M (20.0 FT) SOUTHWEST OF A FIRE HYDRANT, AND
 AY2119'0.2 M (0.7 FT) WEST OF THE EAST EDGE OF THE CONECTOR. NOTE--THE
 AY2119'STAMPING IS KERPORT 1988.  BY DEB
 AY2119
 AY2119                          STATION RECOVERY (2005)
 AY2119
 AY2119'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY2119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2120 ***********************************************************************
 AY2120  PACS        -  This is a Primary Airport Control Station.
 AY2120  DESIGNATION -  KERRPORT AZ MK
 AY2120  PID         -  AY2120
 AY2120  STATE/COUNTY-  TX/KERR
 AY2120  USGS QUAD   -  CENTER POINT (1982)
 AY2120
 AY2120                         *CURRENT SURVEY CONTROL
 AY2120  ___________________________________________________________________
 AY2120* NAD 83(1993)-  29 58 48.54559(N)    099 05 14.94998(W)     ADJUSTED  
 AY2120* NAVD 88     -       484.15   (meters)    1588.4    (feet)  GPS OBS   
 AY2120  ___________________________________________________________________
 AY2120  X           -    -873,383.007 (meters)                     COMP
 AY2120  Y           -  -5,460,348.633 (meters)                     COMP
 AY2120  Z           -   3,168,698.773 (meters)                     COMP
 AY2120  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AY2120  ELLIP HEIGHT-         461.67  (meters)          (10/24/00) GPS OBS
 AY2120  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 AY2120
 AY2120  HORZ ORDER  -  B
 AY2120  ELLP ORDER  -  FOURTH    CLASS II
 AY2120
 AY2120.This mark is at Kerrville Muni/louis Schreiner Fld (ERV) Airport (ERV)
 AY2120
 AY2120.The horizontal coordinates were established by GPS observations
 AY2120.and adjusted by the National Geodetic Survey in February 1996..
 AY2120
 AY2120.The orthometric height was determined by GPS observations and a
 AY2120.high-resolution geoid model.
 AY2120
 AY2120.GPS derived orthometric heights for airport stations designated as
 AY2120.PACS or SACS are published to 2 decimal places.  This maintains
 AY2120.centimeter relative accuracy between the PACS and SACS.  It does
 AY2120.not indicate centimeter accuracy relative to other marks which are
 AY2120.part of the NAVD 88 network.
 AY2120
 AY2120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AY2120
 AY2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2120
 AY2120.The ellipsoidal height was determined by GPS observations
 AY2120.and is referenced to NAD 83.
 AY2120
 AY2120.The geoid height was determined by GEOID03.
 AY2120
 AY2120;                    North         East     Units Scale Factor Converg.
 AY2120;SPC TXSC     - 4,237,932.094   591,557.733   MT  0.99992648   -0 02 34.3
 AY2120;SPC TXSC     -13,903,948.88  1,940,802.33   sFT  0.99992648   -0 02 34.3
 AY2120;UTM  14      - 3,316,589.207   491,560.487   MT  0.99960088   -0 02 37.4
 AY2120
 AY2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2120!SPC TXSC     -   0.99992750  x   0.99992648  =   0.99985399
 AY2120!UTM  14      -   0.99992750  x   0.99960088  =   0.99952841
 AY2120
 AY2120:                Primary Azimuth Mark                     Grid Az
 AY2120:SPC TXSC     -  KERRPORT                                 155 35 05.7
 AY2120:UTM  14      -  KERRPORT                                 155 35 08.8
 AY2120
 AY2120|---------------------------------------------------------------------|
 AY2120| PID    Reference Object                     Distance      Geod. Az  |
 AY2120|                                                           dddmmss.s |
 AY2120| AY2119 KERRPORT                            441.126 METERS 1553231.4 |
 AY2120|---------------------------------------------------------------------|
 AY2120
 AY2120                          SUPERSEDED SURVEY CONTROL
 AY2120
 AY2120  ELLIP H (02/20/96)  461.82   (m)                       GP(       ) 1 1
 AY2120  NAD 83(1993)-  29 58 48.54755(N)    099 05 14.95216(W) AD(       ) 3
 AY2120  ELLIP H (02/16/96)  461.86   (m)                       GP(       ) 5 1
 AY2120  NAD 83(1986)-  29 58 48.55725(N)    099 05 14.94742(W) AD(       ) 3
 AY2120  NGVD 29 (10/23/89)  484.2    (m)         1589.     (f) GPS OBS        
 AY2120
 AY2120.Superseded values are not recommended for survey control.
 AY2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2120.See file dsdata.txt to determine how the superseded data were derived.
 AY2120
 AY2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9156016589(NAD 83)
 AY2120_MARKER: I = METAL ROD
 AY2120_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY2120_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY2120_STAMPING: KERRPORT AZ MK 1988
 AY2120_MARK LOGO: NGS   
 AY2120_PROJECTION: FLUSH
 AY2120_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2120+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 AY2120_ROD/PIPE-DEPTH: 2.3  meters
 AY2120_SLEEVE-DEPTH  : 0.76 meters
 AY2120
 AY2120  HISTORY     - Date     Condition        Report By
 AY2120  HISTORY     - 1988     MONUMENTED       NGS
 AY2120  HISTORY     - 19880615 GOOD             NGS
 AY2120  HISTORY     - 19890112 GOOD
 AY2120  HISTORY     - 19900225 GOOD             NGS
 AY2120  HISTORY     - 19910320 GOOD
 AY2120  HISTORY     - 19950424 GOOD             NGS
 AY2120  HISTORY     - 20020910 GOOD             JCLS
 AY2120  HISTORY     - 20020911 GOOD             JCLS
 AY2120  HISTORY     - 20050521 GOOD             USPSQD
 AY2120
 AY2120                          STATION DESCRIPTION
 AY2120
 AY2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AY2120'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHEAST OF KERRVILLE,
 AY2120'0.3 KM (0.20 MI) NORTHEAST OF STATE HIGHWAY 27, AT THE KERRVILLE
 AY2120'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF KERRVILLE, 600 MAIN STREET,
 AY2120'KERRVILLE, TEXAS 78028.  THE AIRPORT MANAGER IS JOSEPH MENELLA,
 AY2120'TELEPHONE 512-257-8000.
 AY2120'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 27 IN
 AY2120'KERRVILLE, GO SOUTHEAST ON STATE HIGHWAY 27 FOR 9.1 KM (5.65 MI) TO A
 AY2120'BRIDGE OVER SILVER CREEK.  CONTINUE SOUTHEAST ON STATE HIGHWAY 27 FOR
 AY2120'2.5 KM (1.55 MI) TO AIRPORT LOOP ROAD ON THE LEFT.  TURN LEFT AND GO
 AY2120'NORTHEAST ON AIRPORT LOOP ROAD FOR 1.53 KM (0.95 MI) TO THE AIRPORT
 AY2120'ENTRANCE ON THE LEFT, JUST PAST A CATTLE GUARD.  TURN LEFT AND GO 0.24
 AY2120'KM (0.15 MI) TO THE EDGE OF A CONCRETE TARMAC, NEAR AN EXXON SIGN.
 AY2120'BEAR LEFT AND GO SOUTH ON THE TARMAC FOR 0.08 KM (0.05 MI) TO ITS
 AY2120'JUNCTION WITH A TAXIWAY.  TURN RIGHT AND GO NORTHWEST ON THE TAXIWAY
 AY2120'FOR 0.48 KM (0.30 MI) TO THE AZIMUTH MARK ON THE LEFT, JUST BEFORE A
 AY2120'CROSSING TAXIWAY.
 AY2120'THE MARK IS 27.1 M (88.9 FT) SOUTHEAST OF THE CENTERLINE OF AN
 AY2120'EAST-WEST TAXIWAY, 18.9 M (62.0 FT) SOUTHWEST OF THE CENTER OF A
 AY2120'NORTH-SOUTH TAXIWAY, 4.1 M (13.5 FT) SOUTHEAST OF THE SOUTHEAST EDGE
 AY2120'OF A CONCRETE CULVERT HEADWALL, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 AY2120'POST.
 AY2120'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AY2120'DESCRIBED BY V.L. FERNANDES.
 AY2120
 AY2120                          STATION RECOVERY (1988)
 AY2120
 AY2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AY2120'THE STATION IS LOCATED APPROXIMATELY 1000 FT (304.8 M) SOUTHEAST OF
 AY2120'THE MOONEY AIRCRAFT CO FACTORY, 288.3 FT (87.9 M) SOUTHEAST OF THE
 AY2120'CENTERLINE OF RUNWAY 2-20, 133.6 FT (40.7 M) NORTH OF A WINDSOCK, 89.0
 AY2120'FT (27.1 M) SOUTHEAST OF THE CENTERLINE OF TAXIWAY PARALLELING RUNWAY
 AY2120'2-20, 61.9 FT (18.9 M) SOUTHWEST OF THE CENTERLINE OF TAXIWAY CROSSING
 AY2120'RUNWAY 2-20 TO THE MOONEY FACTORY AND 21.0 FT (6.4 M) SOUTHEAST OF THE
 AY2120'CENTER OF SOUTHWEST HEADWALL OF CULVERT UNDER TAXIWAY.  THE STATION IS
 AY2120'A ROD MARK IN A WELL WITH A LOGO COVER.
 AY2120
 AY2120                          STATION RECOVERY (1989)
 AY2120
 AY2120'RECOVERED 1989
 AY2120'RECOVERED IN GOOD CONDITION.
 AY2120
 AY2120                          STATION RECOVERY (1990)
 AY2120
 AY2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AY2120'RECOVERED IN GOOD CONDITION.
 AY2120
 AY2120                          STATION RECOVERY (1991)
 AY2120
 AY2120'RECOVERED 1991
 AY2120'RECOVERED IN GOOD CONDITION.
 AY2120
 AY2120                          STATION RECOVERY (1995)
 AY2120
 AY2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AY2120'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHEAST OF KERRVILLE,
 AY2120'NORTHEAST OF STATE HIGHWAY 27 ON THE KERRVILL MUNICIPAL/LOUIS SCHREINE
 AY2120'AIRPORT AT THE SOUTH QUADRANT OF THE JUNCTION OFTHE TAXI PARALELLING
 AY2120'RUNWAY 2-20 AND THE TAXI NORTHWEST OF THE TERMINAL. OWNERSHIP--CITY OF
 AY2120'KERRVILLE, 800 JUNCTION HIGHWAY, CLAY HENKEL MANAGER, PHONE 210 257
 AY2120'8000.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND
 AY2120'27 IN KERRVILLE, GO EASTERLY ON STATE HIGHWAY 27 FOR 11.6 KM (7.20 MI)
 AY2120'TO AIRPORT LOOP ROAD ON THE LEFT, TURN AND GO NORTHWESTERLY FOR 1.8 KM
 AY2120'(1.10 MI) PASSING OVER A CATTLE GUARD AND TO THE AIRPORT OFFICE
 AY2120'ENTRANCE OF THE LEFT, WEST, GO O.2 KM TO THE KERRVILLE AVIATION OFFICE
 AY2120'ON THE RIGHT AND ENTRANCE TO THE APRON AHEAD.  GO ON APRON AND TURN
 AY2120'RIGHT, NORTHWEST, GO 0.34 KM (0.20 MI) ACROSS THE APRON AND ALONG THE
 AY2120'TAXI TO THE STATION ON THE LEFT.  THE STATION IS 27.1 M (88.9 FT) EAST
 AY2120'OF THE CENTERLINE OF A NORTH/SOUTH TAXI, 18.9 M (62.0 FT) SOUTHWEST OF
 AY2120'THE TAXI, 6.3 M (20.7 FT) SOUTH OF THE CENTER OF A CULVERT HEADWALL,
 AY2120'0.3 M (1.0 FT) BELOW THE LEVEL OF THE TAXI.  NOTE--ACCESS TO THE DATUM
 AY2120'POINT IS THROUTH A 5-INCH LOGO CAP, SLEEVE DEPTH DOES NOT MEET CLASS A
 AY2120'REQUIREMENTS.  BY DEB
 AY2120
 AY2120                          STATION RECOVERY (2002)
 AY2120
 AY2120'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AY2120'RECOVERED IN GOOD CONDITION.
 AY2120
 AY2120                          STATION RECOVERY (2002)
 AY2120
 AY2120'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AY2120'RECOVERED IN GOOD CONDITION.
 AY2120
 AY2120                          STATION RECOVERY (2005)
 AY2120
 AY2120'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 AY2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0303 ***********************************************************************
 BN0303  DESIGNATION -  KERRVILLE
 BN0303  PID         -  BN0303
 BN0303  STATE/COUNTY-  TX/KERR
 BN0303  USGS QUAD   -  KERRVILLE (1982)
 BN0303
 BN0303                         *CURRENT SURVEY CONTROL
 BN0303  ___________________________________________________________________
 BN0303* NAD 83(1986)-  30 02 50.     (N)    099 08 22.     (W)     SCALED    
 BN0303* NAVD 88     -       500.039  (meters)    1640.54   (feet)  ADJUSTED  
 BN0303  ___________________________________________________________________
 BN0303  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BN0303  DYNAMIC HT  -         499.328 (meters)    1638.21  (feet)  COMP
 BN0303  MODELED GRAV-     979,204.8   (mgal)                       NAVD 88
 BN0303
 BN0303  VERT ORDER  -  SECOND    CLASS 0
 BN0303
 BN0303.The horizontal coordinates were scaled from a topographic map and have
 BN0303.an estimated accuracy of +/- 6 seconds.
 BN0303
 BN0303.The orthometric height was determined by differential leveling
 BN0303.and adjusted by the National Geodetic Survey in June 1991..
 BN0303
 BN0303.The geoid height was determined by GEOID03.
 BN0303
 BN0303.The dynamic height is computed by dividing the NAVD 88
 BN0303.geopotential number by the normal gravity value computed on the
 BN0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0303.degrees latitude (g = 980.6199 gals.).
 BN0303
 BN0303.The modeled gravity was interpolated from observed gravity values.
 BN0303
 BN0303;                    North         East    Units  Estimated Accuracy
 BN0303;SPC TXSC     - 4,245,370.      586,550.      MT  (+/- 180 meters Scaled)
 BN0303
 BN0303                          SUPERSEDED SURVEY CONTROL
 BN0303
 BN0303  NGVD 29 (??/??/92)  499.972  (m)         1640.32   (f) ADJ UNCH    2 0
 BN0303
 BN0303.Superseded values are not recommended for survey control.
 BN0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0303.See file dsdata.txt to determine how the superseded data were derived.
 BN0303
 BN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU865240(NAD 83)
 BN0303_MARKER: DB = BENCH MARK DISK
 BN0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BN0303_SP_SET: STEP
 BN0303_STAMPING: KERRVILLE 1934 1640.325
 BN0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BN0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0303+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0303
 BN0303  HISTORY     - Date     Condition        Report By
 BN0303  HISTORY     - 1934     MONUMENTED       CGS
 BN0303  HISTORY     - 1953     GOOD             NGS
 BN0303  HISTORY     - 1989     GOOD             USPSQD
 BN0303  HISTORY     - 20040702 GOOD             USPSQD
 BN0303  HISTORY     - 20050718 GOOD             USPSQD
 BN0303
 BN0303                          STATION DESCRIPTION
 BN0303
 BN0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0303'IN KERRVILLE.
 BN0303'AT KERRVILLE, AT THE COURTHOUSE, AT THE SOUTHWEST AND MAIN ENTRANCE,
 BN0303'SET IN THE TOP OF THE SOUTHEAST END OF THE 3RD STEP FROM THE BOTTOM.
 BN0303
 BN0303                          STATION RECOVERY (1989)
 BN0303
 BN0303'RECOVERY NOTE BY US POWER SQUADRON 1989 (HLJ)
 BN0303'RECOVERED IN GOOD CONDITION.
 BN0303
 BN0303                          STATION RECOVERY (2004)
 BN0303
 BN0303'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0303'RECOVERED IN GOOD CONDITION.
 BN0303
 BN0303                          STATION RECOVERY (2005)
 BN0303
 BN0303'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0745 ***********************************************************************
 BN0745  DESIGNATION -  KERRVILLE BRAYTON APT CUPOLA
 BN0745  PID         -  BN0745
 BN0745  STATE/COUNTY-  TX/KERR
 BN0745  USGS QUAD   -  KERRVILLE (1982)
 BN0745
 BN0745                         *CURRENT SURVEY CONTROL
 BN0745  ___________________________________________________________________
 BN0745* NAD 83(1993)-  30 02 37.80919(N)    099 08 08.28341(W)     ADJUSTED  
 BN0745* NAVD 88     -                                                        
 BN0745  ___________________________________________________________________
 BN0745  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 BN0745  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 BN0745
 BN0745  HORZ ORDER  -  THIRD
 BN0745
 BN0745.The horizontal coordinates were established by classical geodetic methods
 BN0745.and adjusted by the National Geodetic Survey in February 1996..
 BN0745
 BN0745
 BN0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0745
 BN0745.The geoid height was determined by GEOID03.
 BN0745
 BN0745;                    North         East     Units Scale Factor Converg.
 BN0745;SPC TXSC     - 4,244,995.624   586,919.701   MT  0.99993959   -0 03 59.2
 BN0745;SPC TXSC     -13,927,123.14  1,925,585.72   sFT  0.99993959   -0 03 59.2
 BN0745;SPC TX C     - 3,042,434.472   815,510.810   MT  1.00002024   +0 37 00.8
 BN0745;SPC TX C     - 9,981,720.43  2,675,555.05   sFT  1.00002024   +0 37 00.8
 BN0745;UTM  14      - 3,323,650.489   486,924.135   MT  0.99960211   -0 04 04.5
 BN0745
 BN0745                          SUPERSEDED SURVEY CONTROL
 BN0745
 BN0745  NAD 83(1986)-  30 02 37.81633(N)    099 08 08.27020(W) AD(       ) 4
 BN0745  NAD 27      -  30 02 37.05000(N)    099 08 07.12000(W) AD(       ) 3
 BN0745
 BN0745.Superseded values are not recommended for survey control.
 BN0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0745.See file dsdata.txt to determine how the superseded data were derived.
 BN0745
 BN0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU8692423650(NAD 83)
 BN0745_MARKER: 86 = CUPOLA
 BN0745
 BN0745  HISTORY     - Date     Condition        Report By
 BN0745  HISTORY     - 1935     FIRST OBSERVED   CGS
 BN0745  HISTORY     - 20050521 POOR             USPSQD
 BN0745
 BN0745                          STATION DESCRIPTION
 BN0745
 BN0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0745'POINT OBSERVED UPON IS THE TIP OF OPEN CUPOLA ON TOP OF THE
 BN0745'BRAYTON APARTMENT HOUSE, A FRAME STRUCTURE WITH A POINTED
 BN0745'ROOF.  CUPOLA IS ABOUT 50 FEET HIGH.  BUILDING IS LOCATED AT
 BN0745'THE CORNER OF MAIN AND TIVY STREETS.
 BN0745'
 BN0745'STATION WAS OBSERVED FROM TRIANGULATION STATIONS SCHRIENER AND
 BN0745'TIVY.
 BN0745
 BN0745                          STATION RECOVERY (2005)
 BN0745
 BN0745'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 BN0745'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0739 ***********************************************************************
 BN0739  DESIGNATION -  KERRVILLE CITY POLICE RAD MAST
 BN0739  PID         -  BN0739
 BN0739  STATE/COUNTY-  TX/KERR
 BN0739  USGS QUAD   -  LEGION (1982)
 BN0739
 BN0739                         *CURRENT SURVEY CONTROL
 BN0739  ___________________________________________________________________
 BN0739* NAD 83(1993)-  30 06 16.47931(N)    099 04 33.28413(W)     ADJUSTED  
 BN0739* NAVD 88     -                                                        
 BN0739  ___________________________________________________________________
 BN0739  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 BN0739  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BN0739
 BN0739  HORZ ORDER  -  THIRD
 BN0739
 BN0739.The horizontal coordinates were established by classical geodetic methods
 BN0739.and adjusted by the National Geodetic Survey in February 1996..
 BN0739
 BN0739
 BN0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0739
 BN0739.The geoid height was determined by GEOID03.
 BN0739
 BN0739;                    North         East     Units Scale Factor Converg.
 BN0739;SPC TXSC     - 4,251,723.494   592,683.543   MT  0.99995325   -0 02 13.9
 BN0739;SPC TXSC     -13,949,196.16  1,944,495.92   sFT  0.99995325   -0 02 13.9
 BN0739;SPC TX C     - 3,049,231.122   821,194.286   MT  1.00000325   +0 38 51.5
 BN0739;SPC TX C     -10,004,019.11  2,694,201.59   sFT  1.00000325   +0 38 51.5
 BN0739;UTM  14      - 3,330,375.919   492,686.126   MT  0.99960066   -0 02 17.1
 BN0739
 BN0739                          SUPERSEDED SURVEY CONTROL
 BN0739
 BN0739  NAD 83(1986)-  30 06 16.48693(N)    099 04 33.27046(W) AD(       ) 4
 BN0739  NAD 27      -  30 06 15.73200(N)    099 04 32.12100(W) AD(       ) 3
 BN0739
 BN0739.Superseded values are not recommended for survey control.
 BN0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0739.See file dsdata.txt to determine how the superseded data were derived.
 BN0739
 BN0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9268630376(NAD 83)
 BN0739_MARKER: 42 = RADIO/TV MAST
 BN0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0739+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 BN0739
 BN0739  HISTORY     - Date     Condition        Report By
 BN0739  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0739  HISTORY     - 20040702 GOOD             USPSQD
 BN0739
 BN0739                          STATION DESCRIPTION
 BN0739
 BN0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0739'THE STATION IS THE TOP AND CENTER OF THE CITY OF KERRVILLE
 BN0739'POLICE RADIO MAST WHICH IS LOCATED ABOUT 6 MILES NORTH OF THE
 BN0739'BUSINESS DISTRICT AND 155 FEET WEST OF THE CENTERLINE OF
 BN0739'STATE HIGHWAY 16.
 BN0739'
 BN0739'THE MAST IS CONSTRUCTED OF STEEL AND IS 202 FEET IN HEIGHT.
 BN0739
 BN0739                          STATION RECOVERY (2004)
 BN0739
 BN0739'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0744 ***********************************************************************
 BN0744  DESIGNATION -  KERRVILLE FIRST METH CH DOME
 BN0744  PID         -  BN0744
 BN0744  STATE/COUNTY-  TX/KERR
 BN0744  USGS QUAD   -  KERRVILLE (1982)
 BN0744
 BN0744                         *CURRENT SURVEY CONTROL
 BN0744  ___________________________________________________________________
 BN0744* NAD 83(1993)-  30 02 55.40507(N)    099 08 21.95545(W)     ADJUSTED  
 BN0744* NAVD 88     -                                                        
 BN0744  ___________________________________________________________________
 BN0744  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BN0744  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BN0744
 BN0744  HORZ ORDER  -  THIRD
 BN0744
 BN0744.The horizontal coordinates were established by classical geodetic methods
 BN0744.and adjusted by the National Geodetic Survey in February 1996..
 BN0744
 BN0744
 BN0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0744
 BN0744.The geoid height was determined by GEOID03.
 BN0744
 BN0744;                    North         East     Units Scale Factor Converg.
 BN0744;SPC TXSC     - 4,245,537.845   586,554.096   MT  0.99994065   -0 04 05.9
 BN0744;SPC TXSC     -13,928,902.08  1,924,386.23   sFT  0.99994065   -0 04 05.9
 BN0744;SPC TX C     - 3,042,972.336   815,138.735   MT  1.00001883   +0 36 53.7
 BN0744;SPC TX C     - 9,983,485.07  2,674,334.33   sFT  1.00001883   +0 36 53.7
 BN0744;UTM  14      - 3,324,192.535   486,558.667   MT  0.99960223   -0 04 11.3
 BN0744
 BN0744                          SUPERSEDED SURVEY CONTROL
 BN0744
 BN0744  NAD 83(1986)-  30 02 55.41226(N)    099 08 21.94228(W) AD(       ) 4
 BN0744  NAD 27      -  30 02 54.65000(N)    099 08 20.79100(W) AD(       ) 3
 BN0744
 BN0744.Superseded values are not recommended for survey control.
 BN0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0744.See file dsdata.txt to determine how the superseded data were derived.
 BN0744
 BN0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU8655924193(NAD 83)
 BN0744_MARKER: 87 = DOME
 BN0744
 BN0744  HISTORY     - Date     Condition        Report By
 BN0744  HISTORY     - 1935     FIRST OBSERVED   CGS
 BN0744  HISTORY     - 20040702 GOOD             USPSQD
 BN0744
 BN0744                          STATION DESCRIPTION
 BN0744
 BN0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0744'POINT OBSERVED IS THE FINIAL OF A SMALL DOME, ON THE SW CORNER
 BN0744'OF THE FIRST METHODIST CHURCH.  IT IS ABOUT 50 FEET HIGH
 BN0744'AND IS LOCATED ON THE CORNER OF SIDNEY BAKER AND JEFFERSON
 BN0744'STREETS.
 BN0744'
 BN0744'STATION WAS OBSERVED FROM TRIANGULATION STATION SCHRIENER,
 BN0744'TIVY AND MORRISON.
 BN0744
 BN0744                          STATION RECOVERY (2004)
 BN0744
 BN0744'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0742 ***********************************************************************
 BN0742  DESIGNATION -  KERRVILLE LOW COLO R AUTH MAST
 BN0742  PID         -  BN0742
 BN0742  STATE/COUNTY-  TX/KERR
 BN0742  USGS QUAD   -  LEGION (1982)
 BN0742
 BN0742                         *CURRENT SURVEY CONTROL
 BN0742  ___________________________________________________________________
 BN0742* NAD 83(1993)-  30 02 37.18214(N)    099 07 17.33728(W)     ADJUSTED  
 BN0742* NAVD 88     -                                                        
 BN0742  ___________________________________________________________________
 BN0742  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 BN0742  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 BN0742
 BN0742  HORZ ORDER  -  THIRD
 BN0742
 BN0742.The horizontal coordinates were established by classical geodetic methods
 BN0742.and adjusted by the National Geodetic Survey in February 1996..
 BN0742
 BN0742
 BN0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0742
 BN0742.The geoid height was determined by GEOID03.
 BN0742
 BN0742;                    North         East     Units Scale Factor Converg.
 BN0742;SPC TXSC     - 4,244,974.817   588,284.443   MT  0.99993955   -0 03 34.3
 BN0742;SPC TXSC     -13,927,054.88  1,930,063.21   sFT  0.99993955   -0 03 34.3
 BN0742;SPC TX C     - 3,042,429.946   816,875.812   MT  1.00002029   +0 37 27.0
 BN0742;SPC TX C     - 9,981,705.58  2,680,033.39   sFT  1.00002029   +0 37 27.0
 BN0742;UTM  14      - 3,323,629.655   488,288.415   MT  0.99960169   -0 03 39.0
 BN0742
 BN0742                          SUPERSEDED SURVEY CONTROL
 BN0742
 BN0742  NAD 83(1986)-  30 02 37.18906(N)    099 07 17.32372(W) AD(       ) 4
 BN0742  NAD 27      -  30 02 36.42400(N)    099 07 16.17400(W) AD(       ) 3
 BN0742
 BN0742.Superseded values are not recommended for survey control.
 BN0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0742.See file dsdata.txt to determine how the superseded data were derived.
 BN0742
 BN0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU8828823630(NAD 83)
 BN0742_MARKER: 42 = RADIO/TV MAST
 BN0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0742+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 BN0742
 BN0742  HISTORY     - Date     Condition        Report By
 BN0742  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0742  HISTORY     - 20050521 GOOD             USPSQD
 BN0742
 BN0742                          STATION DESCRIPTION
 BN0742
 BN0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0742'THE STATION IS THE TOP AND CENTER OF THE LOWER COLORADO
 BN0742'RIVER AUTHORITY RADIO MAST WHICH LIES ON THE SUMMIT OF A HIGH
 BN0742'HILL ABOUT 1.5 MILES EAST OF THE BUSINESS DISTRICT OF THE TOWN
 BN0742'OF KERRVILLE.
 BN0742'
 BN0742'THE MAST IS CONSTRUCTED OF STEEL AND IS ABOUT 200 FEET IN
 BN0742'HEIGHT.
 BN0742
 BN0742                          STATION RECOVERY (2005)
 BN0742
 BN0742'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 BN0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0747 ***********************************************************************
 BN0747  DESIGNATION -  KERRVILLE MEXICAN BAP CH SPIRE
 BN0747  PID         -  BN0747
 BN0747  STATE/COUNTY-  TX/KERR
 BN0747  USGS QUAD   -  KERRVILLE (1982)
 BN0747
 BN0747                         *CURRENT SURVEY CONTROL
 BN0747  ___________________________________________________________________
 BN0747* NAD 83(1993)-  30 03 07.58837(N)    099 08 37.97572(W)     ADJUSTED  
 BN0747* NAVD 88     -                                                        
 BN0747  ___________________________________________________________________
 BN0747  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 BN0747  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 BN0747
 BN0747  HORZ ORDER  -  THIRD
 BN0747
 BN0747.The horizontal coordinates were established by classical geodetic methods
 BN0747.and adjusted by the National Geodetic Survey in February 1996..
 BN0747
 BN0747
 BN0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0747
 BN0747.The geoid height was determined by GEOID03.
 BN0747
 BN0747;                    North         East     Units Scale Factor Converg.
 BN0747;SPC TXSC     - 4,245,913.497   586,125.422   MT  0.99994139   -0 04 13.8
 BN0747;SPC TXSC     -13,930,134.53  1,922,979.82   sFT  0.99994139   -0 04 13.8
 BN0747;SPC TX C     - 3,043,342.880   814,705.579   MT  1.00001786   +0 36 45.5
 BN0747;SPC TX C     - 9,984,700.77  2,672,913.22   sFT  1.00001786   +0 36 45.5
 BN0747;UTM  14      - 3,324,568.072   486,130.148   MT  0.99960237   -0 04 19.4
 BN0747
 BN0747                          SUPERSEDED SURVEY CONTROL
 BN0747
 BN0747  NAD 83(1986)-  30 03 07.59556(N)    099 08 37.96260(W) AD(       ) 4
 BN0747  NAD 27      -  30 03 06.83400(N)    099 08 36.81100(W) AD(       ) 3
 BN0747
 BN0747.Superseded values are not recommended for survey control.
 BN0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0747.See file dsdata.txt to determine how the superseded data were derived.
 BN0747
 BN0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU8613024568(NAD 83)
 BN0747_MARKER: 90 = CHURCH SPIRE
 BN0747
 BN0747  HISTORY     - Date     Condition        Report By
 BN0747  HISTORY     - 1935     FIRST OBSERVED   CGS
 BN0747  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 BN0747
 BN0747                          STATION DESCRIPTION
 BN0747
 BN0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BN0747'POINT OBSERVED UPON IS THE TIP OF SPIRE OF THE MEXICAN BAPTIST
 BN0747'CHURCH, LOCATED IN THE NORTHERN PART OF THE CITY OF KERRVILLE.
 BN0747'IT IS A FRAME STRUCTURE.  THE SPIRE IS ABOUT 45 FEET HIGH.
 BN0747'
 BN0747'STATION WAS OBSERVED FROM TRIANGULATION STATIONS SCHRIENER, TIVY
 BN0747'AND MORRISON.
 BN0747
 BN0747                          STATION RECOVERY (2005)
 BN0747
 BN0747'RECOVERY NOTE BY US POWER SQUADRON 2005 (GLF)
 BN0747'NEW HEB GROCERY STORE IN LOCATION OF OLD CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0746 ***********************************************************************
 BN0746  DESIGNATION -  KERRVILLE ST MENTAL HOME TANK
 BN0746  PID         -  BN0746
 BN0746  STATE/COUNTY-  TX/KERR
 BN0746  USGS QUAD   -  KERRVILLE (1982)
 BN0746
 BN0746                         *CURRENT SURVEY CONTROL
 BN0746  ___________________________________________________________________
 BN0746* NAD 83(1993)-  30 02 40.86621(N)    099 08 55.78916(W)     ADJUSTED  
 BN0746* NAVD 88     -                                                        
 BN0746  ___________________________________________________________________
 BN0746  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 BN0746  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BN0746
 BN0746  HORZ ORDER  -  THIRD
 BN0746
 BN0746.The horizontal coordinates were established by classical geodetic methods
 BN0746.and adjusted by the National Geodetic Survey in February 1996..
 BN0746
 BN0746
 BN0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0746
 BN0746.The geoid height was determined by GEOID03.
 BN0746
 BN0746;                    North         East     Units Scale Factor Converg.
 BN0746;SPC TXSC     - 4,245,091.300   585,647.222   MT  0.99993977   -0 04 22.5
 BN0746;SPC TXSC     -13,927,437.04  1,921,410.93   sFT  0.99993977   -0 04 22.5
 BN0746;SPC TX C     - 3,042,514.975   814,237.177   MT  1.00001999   +0 36 36.3
 BN0746;SPC TX C     - 9,981,984.55  2,671,376.47   sFT  1.00001999   +0 36 36.3
 BN0746;UTM  14      - 3,323,746.166   485,652.087   MT  0.99960254   -0 04 28.3
 BN0746
 BN0746                          SUPERSEDED SURVEY CONTROL
 BN0746
 BN0746  NAD 83(1986)-  30 02 40.87318(N)    099 08 55.77598(W) AD(       ) 4
 BN0746  NAD 27      -  30 02 40.11200(N)    099 08 54.63000(W) AD(       ) 3
 BN0746
 BN0746.Superseded values are not recommended for survey control.
 BN0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0746.See file dsdata.txt to determine how the superseded data were derived.
 BN0746
 BN0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU8565223746(NAD 83)
 BN0746_MARKER: 53 = ELEVATED TANK
 BN0746
 BN0746  HISTORY     - Date     Condition        Report By
 BN0746  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0746  HISTORY     - 20040702 GOOD             USPSQD
 BN0746
 BN0746                          STATION DESCRIPTION
 BN0746
 BN0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0746'THE STATION IS THE TOP AND CENTER OF AN ELEVATED STEEL WATER
 BN0746'TANK WHICH IS LOCATED ON THE PROPERTY OF THE TEXAS STATE MENTAL
 BN0746'HOME AND LIES ABOUT 1 MILE WEST OF THE BUSINESS DISTRICT
 BN0746'OF KERRVILLE, ABOUT 200 FEET NORTHEAST OF THE ENTRANCE GATE
 BN0746'TO THE STATE HOME AND 70 FEET NORTH OF A PAVED ROAD.
 BN0746'
 BN0746'IT IS 124 FEET IN HEIGHT.
 BN0746
 BN0746                          STATION RECOVERY (2004)
 BN0746
 BN0746'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0740 ***********************************************************************
 BN0740  DESIGNATION -  KERRVILLE VET HOSP WATER TANK
 BN0740  PID         -  BN0740
 BN0740  STATE/COUNTY-  TX/KERR
 BN0740  USGS QUAD   -  LEGION (1982)
 BN0740
 BN0740                         *CURRENT SURVEY CONTROL
 BN0740  ___________________________________________________________________
 BN0740* NAD 83(1993)-  30 01 00.93388(N)    099 06 43.20504(W)     ADJUSTED  
 BN0740* NAVD 88     -                                                        
 BN0740  ___________________________________________________________________
 BN0740  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 BN0740  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 BN0740
 BN0740  HORZ ORDER  -  THIRD
 BN0740
 BN0740.The horizontal coordinates were established by classical geodetic methods
 BN0740.and adjusted by the National Geodetic Survey in February 1996..
 BN0740
 BN0740
 BN0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0740
 BN0740.The geoid height was determined by GEOID03.
 BN0740
 BN0740;                    North         East     Units Scale Factor Converg.
 BN0740;SPC TXSC     - 4,242,010.370   589,195.952   MT  0.99993390   -0 03 17.5
 BN0740;SPC TXSC     -13,917,329.02  1,933,053.72   sFT  0.99993390   -0 03 17.5
 BN0740;SPC TX C     - 3,039,476.330   817,822.718   MT  1.00002812   +0 37 44.6
 BN0740;SPC TX C     - 9,972,015.26  2,683,140.03   sFT  1.00002812   +0 37 44.6
 BN0740;UTM  14      - 3,320,666.182   489,199.554   MT  0.99960144   -0 03 21.7
 BN0740
 BN0740                          SUPERSEDED SURVEY CONTROL
 BN0740
 BN0740  NAD 83(1986)-  30 01 00.94068(N)    099 06 43.19142(W) AD(       ) 4
 BN0740  NAD 27      -  30 01 00.17200(N)    099 06 42.04700(W) AD(       ) 3
 BN0740
 BN0740.Superseded values are not recommended for survey control.
 BN0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0740.See file dsdata.txt to determine how the superseded data were derived.
 BN0740
 BN0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU8920020666(NAD 83)
 BN0740_MARKER: 53 = ELEVATED TANK
 BN0740
 BN0740  HISTORY     - Date     Condition        Report By
 BN0740  HISTORY     - 1956     FIRST OBSERVED   CGS
 BN0740  HISTORY     - 20040702 GOOD             USPSQD
 BN0740
 BN0740                          STATION DESCRIPTION
 BN0740
 BN0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0740'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF THE TOWN OF
 BN0740'KERRVILLE, ON THE PROPERTY OF THE U.S. VETERANS HOSPITAL, AND LIES
 BN0740'ABOUT 100 FEET NORTH OF A CONCRETE SMOKE STACK, 70 FEET EAST OF
 BN0740'A PAVED DRIVEWAY AND 52 FEET WEST OF THE PROPERTY LINE FENCE.
 BN0740'
 BN0740'THE STATION IS THE TOP AND CENTER OF AN ELEVATED STEEL WATER
 BN0740'TANK WHICH IS SUPPORTED BY 6 TUBULAR STEEL LEGS.  IT IS 42 FEET
 BN0740'IN DIAMETER AND ABOUT 160 FEET IN HEIGHT.
 BN0740
 BN0740                          STATION RECOVERY (2004)
 BN0740
 BN0740'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BN0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1153 ***********************************************************************
 CA1153  DESIGNATION -  KERSH
 CA1153  PID         -  CA1153
 CA1153  STATE/COUNTY-  TX/CONCHO
 CA1153  USGS QUAD   -  MILLERSVIEW NW (1987)
 CA1153
 CA1153                         *CURRENT SURVEY CONTROL
 CA1153  ___________________________________________________________________
 CA1153* NAD 83(1993)-  31 24 13.27700(N)    099 58 09.99527(W)     ADJUSTED  
 CA1153* NAVD 88     -       547.     (meters)    1795.     (feet)  SCALED    
 CA1153  ___________________________________________________________________
 CA1153  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CA1153  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CA1153
 CA1153  HORZ ORDER  -  THIRD
 CA1153
 CA1153.The horizontal coordinates were established by classical geodetic methods
 CA1153.and adjusted by the National Geodetic Survey in February 1996..
 CA1153
 CA1153.The orthometric height was scaled from a topographic map.
 CA1153
 CA1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1153
 CA1153.The geoid height was determined by GEOID03.
 CA1153
 CA1153;                    North         East     Units Scale Factor Converg.
 CA1153;SPC TX C     - 3,192,616.345   734,602.498   MT  0.99990631   +0 11 14.7
 CA1153;SPC TX C     -10,474,442.13  2,410,108.36   sFT  0.99990631   +0 11 14.7
 CA1153;UTM  14      - 3,474,748.391   407,841.226   MT  0.99970475   -0 30 18.6
 CA1153
 CA1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1153!SPC TX C     -   0.99991792  x   0.99990631  =   0.99982424
 CA1153!UTM  14      -   0.99991792  x   0.99970475  =   0.99962270
 CA1153
 CA1153:                Primary Azimuth Mark                     Grid Az
 CA1153:SPC TX C     -  TANK                                     214 44 11.4
 CA1153:UTM  14      -  TANK                                     215 25 44.7
 CA1153
 CA1153|---------------------------------------------------------------------|
 CA1153| PID    Reference Object                     Distance      Geod. Az  |
 CA1153|                                                           dddmmss.s |
 CA1153| CB0855 TANK                                APPROX.16.6 KM 2145526.1 |
 CA1153|---------------------------------------------------------------------|
 CA1153
 CA1153                          SUPERSEDED SURVEY CONTROL
 CA1153
 CA1153  NAD 83(1986)-  31 24 13.28403(N)    099 58 09.98099(W) AD(       ) 3
 CA1153  NAD 27      -  31 24 12.70826(N)    099 58 08.70503(W) AD(       ) 3
 CA1153
 CA1153.Superseded values are not recommended for survey control.
 CA1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1153.See file dsdata.txt to determine how the superseded data were derived.
 CA1153
 CA1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV0784174748(NAD 83)
 CA1153_MARKER: DD = SURVEY DISK
 CA1153_SETTING: 0 = UNSPECIFIED SETTING
 CA1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA1153
 CA1153  HISTORY     - Date     Condition        Report By
 CA1153  HISTORY     - 1956     MONUMENTED       USGS
 CA1153
 CA1153                          STATION DESCRIPTION
 CA1153
 CA1153'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CA1153'STATION IS LOCATED ABOUT 28 MI. E. OF SAN ANGELO AND ABOUT 7.2 MI. E.
 CA1153'OF EOLA, ON THE W. BROW OF A SMALL HILL.
 CA1153'
 CA1153'TO REACH STATION FROM EOLA, GO E. ON FARM ROAD 765 FOR 7.4 MI. TO
 CA1153'CROSSROAD, TURN LEFT (N.) AND FOLLOW CALICHE RD. FOR 0.7 MI., TURN
 CA1153'LEFT (W.) THROUGH GATE AND DRIVE CROSS COUNTRY IN A NW. DIRECTION
 CA1153'FOR ABOUT 0.2 MI. TO A FENCE LINE CROSSING THE BROW OF THE HILL AND
 CA1153'STATION SITE.
 CA1153'
 CA1153'STATION MARK--STANDARD USGS TABLET STAMPED ---KERSH 1956---, SET IN
 CA1153'A CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
 CA1153'
 CA1153'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0942 ***********************************************************************
 CB0942  DESIGNATION -  KETCHUM
 CB0942  PID         -  CB0942
 CB0942  STATE/COUNTY-  TX/IRION
 CB0942  USGS QUAD   -  KETCHUM MOUNTAIN (1973)
 CB0942
 CB0942                         *CURRENT SURVEY CONTROL
 CB0942  ___________________________________________________________________
 CB0942* NAD 83(1993)-  31 21 18.68524(N)    101 02 58.15756(W)     ADJUSTED  
 CB0942* NAVD 88     -       838.     (meters)    2749.     (feet)  SCALED    
 CB0942  ___________________________________________________________________
 CB0942  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CB0942  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CB0942
 CB0942  HORZ ORDER  -  THIRD
 CB0942
 CB0942.The horizontal coordinates were established by classical geodetic methods
 CB0942.and adjusted by the National Geodetic Survey in February 1996..
 CB0942
 CB0942.The orthometric height was scaled from a topographic map.
 CB0942
 CB0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0942
 CB0942.The geoid height was determined by GEOID03.
 CB0942
 CB0942;                    North         East     Units Scale Factor Converg.
 CB0942;SPC TX C     - 3,187,402.355   631,866.215   MT  0.99990074   -0 22 07.9
 CB0942;SPC TX C     -10,457,335.89  2,073,047.74   sFT  0.99990074   -0 22 07.9
 CB0942;UTM  14      - 3,470,781.764   305,053.191   MT  1.00006877   -1 04 00.4
 CB0942
 CB0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0942!SPC TX C     -   0.99987217  x   0.99990074  =   0.99977292
 CB0942!UTM  14      -   0.99987217  x   1.00006877  =   0.99994093
 CB0942
 CB0942:                Primary Azimuth Mark                     Grid Az
 CB0942:SPC TX C     -  SUGGS                                    146 30 03.1
 CB0942:UTM  14      -  SUGGS                                    147 11 55.6
 CB0942
 CB0942|---------------------------------------------------------------------|
 CB0942| PID    Reference Object                     Distance      Geod. Az  |
 CB0942|                                                           dddmmss.s |
 CB0942| CB0901 SUGGS                               APPROX.12.6 KM 1460755.2 |
 CB0942|---------------------------------------------------------------------|
 CB0942
 CB0942                          SUPERSEDED SURVEY CONTROL
 CB0942
 CB0942  NAD 83(1986)-  31 21 18.69270(N)    101 02 58.14203(W) AD(       ) 3
 CB0942  NAD 27      -  31 21 18.13030(N)    101 02 56.72763(W) AD(       ) 3
 CB0942
 CB0942.Superseded values are not recommended for survey control.
 CB0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0942.See file dsdata.txt to determine how the superseded data were derived.
 CB0942
 CB0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV0505370782(NAD 83)
 CB0942
 CB0942  HISTORY     - Date     Condition        Report By
 CB0942  HISTORY     - UNK      MONUMENTED
 CB0942  HISTORY     - 1971     GOOD             USGS
 CB0942
 CB0942                          STATION DESCRIPTION
 CB0942
 CB0942'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 CB0942'RECOVERED AND REDESCRIBED AS FOLLOWS
 CB0942'
 CB0942'BARNHART, GO N. ON STATE HIGHWAY 163 APPROXIMATELY 13 MI. TO RANCH
 CB0942'ROAD 2469, THENCE E. APPROXIMATELY 8 MI. TO CALICHE ROAD NW., TURN
 CB0942'LEFT AND GO 1.5 MI. TO TOP OF RIDGE AND RD., GO N. ON RIDGE 0.25 MI.
 CB0942'TO GATE, PASS THROUGH AND FOLLOW RD. ALONG E. SIDE OF FENCE
 CB0942'APPROXIMATELY 1 MI. TO METAL GATE, PASS THROUGH AND CONTINUE N. ON
 CB0942'W. SIDE OF FENCE ABOUT 1 MI. TO T-FENCE E., PASS THROUGH GATE AND
 CB0942'GO CROSS COUNTRY N. TO HIGHEST POINT OF RIDGE AND STATION.
 CB0942'
 CB0942'STATION MARK--ALUMINUM TABLET, CEMENTED IN STONE SET IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1398 ***********************************************************************
 AH1398  DESIGNATION -  KEYHO 1938
 AH1398  PID         -  AH1398
 AH1398  STATE/COUNTY-  TX/KENEDY
 AH1398  USGS QUAD   -  POTRERO CORTADO (1975)
 AH1398
 AH1398                         *CURRENT SURVEY CONTROL
 AH1398  ___________________________________________________________________
 AH1398* NAD 83(1993)-  27 06 07.13759(N)    097 22 40.22304(W)     ADJUSTED  
 AH1398* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 AH1398  ___________________________________________________________________
 AH1398  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AH1398  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AH1398
 AH1398  HORZ ORDER  -  THIRD
 AH1398
 AH1398.The horizontal coordinates were established by classical geodetic methods
 AH1398.and adjusted by the National Geodetic Survey in February 1996..
 AH1398
 AH1398.The orthometric height was scaled from a topographic map.
 AH1398
 AH1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1398
 AH1398.The geoid height was determined by GEOID03.
 AH1398
 AH1398;                    North         East     Units Scale Factor Converg.
 AH1398;SPC TX S     - 5,159,515.541   411,266.241   MT  0.99989634   +0 30 34.1
 AH1398;SPC TX S     -16,927,510.57  1,349,295.99   sFT  0.99989634   +0 30 34.1
 AH1398;UTM  14      - 2,998,768.111   660,810.152   MT  0.99991924   +0 44 21.0
 AH1398
 AH1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1398!SPC TX S     -   1.00000243  x   0.99989634  =   0.99989877
 AH1398!UTM  14      -   1.00000243  x   0.99991924  =   0.99992167
 AH1398
 AH1398                          SUPERSEDED SURVEY CONTROL
 AH1398
 AH1398  NAD 83(1986)-  27 06 07.15616(N)    097 22 40.19913(W) AD(       ) 3
 AH1398  NAD 27      -  27 06 05.97700(N)    097 22 39.25600(W) AD(       ) 3
 AH1398
 AH1398.Superseded values are not recommended for survey control.
 AH1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1398.See file dsdata.txt to determine how the superseded data were derived.
 AH1398
 AH1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ6081098768(NAD 83)
 AH1398_MARKER: DS = TRIANGULATION STATION DISK
 AH1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1398_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1398+STABILITY: SURFACE MOTION
 AH1398
 AH1398  HISTORY     - Date     Condition        Report By
 AH1398  HISTORY     - 1938     MONUMENTED       CGS
 AH1398  HISTORY     - 1949     GOOD             CGS
 AH1398  HISTORY     - 1958     GOOD             SHELL
 AH1398  HISTORY     - 1968     MARK NOT FOUND   CGS
 AH1398  HISTORY     - 1969     GOOD             CGS
 AH1398  HISTORY     - 1979     GOOD             NGS
 AH1398
 AH1398                          STATION DESCRIPTION
 AH1398
 AH1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1398'STATION IS LOCATED 6.85 MILES N OF STATION POST AND 52.05 MILES
 AH1398'S OF THE FISH PIER AT THE SOUTH JETTY AT ARANSAS PASS ON
 AH1398'SAND DUNE WHICH IS PYRAMIDAL IN SHAPE AND FLAT ON TOP.  THIS
 AH1398'TOP IS THE SECOND TOP OF THE SAND DUNE AND ABOUT 50 FEET
 AH1398'W OF THE FIRST TOP APPROACHING FROM THE GULF BEACH.  A STANDARD
 AH1398'DISK SET IN A 6-INCH SQUARE CONCRETE POST EXTENDING 3-1/2
 AH1398'FEET IN THE SAND AND FLUSH WITH THE SURFACE.  THERE WAS
 AH1398'NO UNDERGROUND MARK SET.  A 25-FOOT SIGNAL WAS BUILT AT
 AH1398'THIS STATION.
 AH1398'
 AH1398'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK - 25 FEET.
 AH1398'
 AH1398'LOCATION METHOD--THEODOLITE.
 AH1398'
 AH1398'POSITION COMPUTED BY TRIANGULATION P.L.B. 1939.
 AH1398
 AH1398                          STATION RECOVERY (1949)
 AH1398
 AH1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1398'STATION RECOVERED WITH UPPER THREE INCHES OF ORIGINAL CONCRETE
 AH1398'MONUMENT FOUND BROKEN OFF AND LYING ALONGSIDE.  A NEW DISK
 AH1398'WAS CEMENTED IN PLACE, DESCRIPTION OF WHICH FOLLOWS--
 AH1398'
 AH1398'STATION IS LOCATED ON E SIDE OF PADRE ISLAND, ABOUT 35.0
 AH1398'MILES SE OF CORPUS CHRISTI-PADRE ISLAND CAUSEWAY.
 AH1398'
 AH1398'TO REACH FROM E END OF CAUSEWAY, CONTINUE E TO GULF MEAN
 AH1398'HIGH-WATER LINE, THEN SE ALONG BEACH ABOUT 27.0 MILES TO
 AH1398'YARBOROUGH PASS (CUT FROM GULF TO LAGUNA), CONTINUE 7.25
 AH1398'MILES TO STATION ATOP HIGHEST DUNE IN THE AREA (A PYRAMIDAL-SHAPED
 AH1398'DUNE IN SECOND ROW OF DUNES W OF BEACH), ABOUT 400 FEET
 AH1398'W OF MEAN HIGH-WATER LINE, AND 3.0 FEET W OF 4- BY 4-INCH
 AH1398'WOODEN WITNESS POST.
 AH1398'
 AH1398'STATION MARK IS A BRONZE DISK, STAMPED KEYHO 1939, SET IN
 AH1398'A 10- BY 10-INCH MASS OF CONCRETE, CEMENTED AROUND THE TOP
 AH1398'OF A 6- BY 6-INCH CONCRETE POST EXTENDING 3 FEET INTO SAND,
 AH1398'AND PROJECTING 6 INCHES ABOVE THE GROUND.
 AH1398'
 AH1398'APPROXIMATE ELEVATION ABOVE HIGH-WATER LINE - 25 FEET.
 AH1398
 AH1398                          STATION RECOVERY (1958)
 AH1398
 AH1398'RECOVERY NOTE BY SHELL OIL COMPANY 1958 (JCE)
 AH1398'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  A 4 X 4
 AH1398'WITNESS POST STANDS DIRECTLY BY THE STATION.
 AH1398
 AH1398                          STATION RECOVERY (1968)
 AH1398
 AH1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1398'STATION LOST.  EVIDENCE OF THE STATION WAS FOUND, BUT THE MONUMENT
 AH1398'COULD NOT BE FOUND AFTER EXTENSIVE SEARCHING.  THE TOP OF
 AH1398'THE HILL APPEARS TO HAVE ERODED.
 AH1398
 AH1398                          STATION RECOVERY (1969)
 AH1398
 AH1398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1398'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 AH1398'IN THE 1949 RECOVERY NOTE BY G.E.M. JR. WITH THE FOLLOWING
 AH1398'EXCEPTION--THE STATION IS ON THE HIGHEST PART OF THE SAND
 AH1398'DUNE AND IS 1 FOOT BELOW THE SURFACE OF SAND.  A METAL WITNESS
 AH1398'POST WITH SIGN WAS SET 1 FOOT EAST OF THE MARK.
 AH1398'
 AH1398'TO REACH STATION FROM THE ENTANCE TO PADRE ISLAND CAUSEWAY,
 AH1398'(JUST SOUTH OF CORPUS CHRISTI NAVAL AIR STATION) GO EASTERLY
 AH1398'ACROSS CAUSEWAY FOR 4.9 MILES TO A JUNCTION OF PARK ROADS
 AH1398'22 AND 53.  KEEP STRAIGHT AHEAD ON PARK ROAD 53 FOR 15.65
 AH1398'MILES TO END OF PAVEMENT AT THE GULF BEACH.  TURN RIGHT,
 AH1398'SOUTHERLY, GO ALONG BEACH FOR 7.0 MILES TO A SIGN 4-WHEEL
 AH1398'DRIVE VEHICLES ONLY BEYOND THIS POINT.  CONTINUE SOUTHERLY
 AH1398'ALONG BEACH FOR 8.9 MILES TO YARBOROUGH PASS (NOW FILLED
 AH1398'BY SAND).  CONTINUE ALONG BEACH FOR 3.95 MILES TO A BROAD
 AH1398'PASS AND A TRACK ROAD LEADING WEST.  CONTINUE SOUTHERLY
 AH1398'ALONG BEACH FOR 3.5 MILES TO STATION ON THE RIGHT ABOUT
 AH1398'150 YARDS WEST OF BEACH.
 AH1398'
 AH1398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 AH1398'40 MILES SOUTH OF CORPUS CHRISTI.
 AH1398
 AH1398                          STATION RECOVERY (1979)
 AH1398
 AH1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WOM)
 AH1398'STATION WAS NOT OCCUPIED.
 AH1398'
 AH1398'NO REFERENCE MARKS TO THIS STATION.
 AH1398'
 AH1398'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, THE MARK
 AH1398'PROJECTS ABOUT 6 INCHES MARKED BY A WITNESS POST LOCATED ON TOP OF A
 AH1398'HIGH SAND DUNE.
 AH1398'
 AH1398'TO REACH FROM THE END OF PARKS ROAD 53, GO SOUTHERNLY ALONG BEACH
 AH1398'FOR 23.35 MILE TO THE MARK ON THE RIGHT, HIGHEST PART OF SAND DUNE,
 AH1398'MARKED BY A WITNESS POST.
 AH1398'
 AH1398'NOTE.  A FOUR WHEEL DRIVE TRUCK REQUIRED.
 AH1398'
 AH1398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 44 MILES
 AH1398'SOUTH OF CORPUS CHRISTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2133 ***********************************************************************
 BL2133  DESIGNATION -  KIAM
 BL2133  PID         -  BL2133
 BL2133  STATE/COUNTY-  TX/POLK
 BL2133  USGS QUAD   -  CHAMBLISS HILL (1984)
 BL2133
 BL2133                         *CURRENT SURVEY CONTROL
 BL2133  ___________________________________________________________________
 BL2133* NAD 83(1993)-  30 45 22.88617(N)    094 36 05.61026(W)     ADJUSTED  
 BL2133* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 BL2133  ___________________________________________________________________
 BL2133  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BL2133  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2133
 BL2133  HORZ ORDER  -  FIRST
 BL2133
 BL2133.The horizontal coordinates were established by classical geodetic methods
 BL2133.and adjusted by the National Geodetic Survey in February 1996..
 BL2133
 BL2133.The orthometric height was scaled from a topographic map.
 BL2133
 BL2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2133
 BL2133.The geoid height was determined by GEOID03.
 BL2133
 BL2133;                    North         East     Units Scale Factor Converg.
 BL2133;SPC TX C     - 3,134,931.533 1,248,493.080   MT  0.99989083   +2 57 07.9
 BL2133;SPC TX C     -10,285,187.87  4,096,097.71   sFT  0.99989083   +2 57 07.9
 BL2133;UTM  15      - 3,403,696.505   346,708.586   MT  0.99988987   -0 49 09.0
 BL2133
 BL2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2133!SPC TX C     -   0.99998329  x   0.99989083  =   0.99987412
 BL2133!UTM  15      -   0.99998329  x   0.99988987  =   0.99987316
 BL2133
 BL2133|---------------------------------------------------------------------|
 BL2133| PID    Reference Object                     Distance      Geod. Az  |
 BL2133|                                                           dddmmss.s |
 BL2133| BL2134 KIAM 1935 RM 1                       13.496 METERS 00518     |
 BL2133| BL2135 PINCKNEY LOOKOUT TOWER 63 1949       55.148 METERS 01213     |
 BL2133| CV7825 KIAM AZ MK                                         2041027.8 |
 BL2133| BL2143 LIBERTY 1935 RM 1                   APPROX.23.5 KM 2104106.9 |
 BL2133| BL2144 SODA LOOKOUT TOWER 64               APPROX.16.1 KM 2475223.6 |
 BL2133| CV7826 KIAM RM 2                            42.181 METERS 29038     |
 BL2133|---------------------------------------------------------------------|
 BL2133
 BL2133                          SUPERSEDED SURVEY CONTROL
 BL2133
 BL2133  NAD 83(1986)-  30 45 22.89932(N)    094 36 05.59963(W) AD(       ) 1
 BL2133  NAD 27      -  30 45 22.17800(N)    094 36 04.86800(W) AD(       ) 1
 BL2133
 BL2133.Superseded values are not recommended for survey control.
 BL2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2133.See file dsdata.txt to determine how the superseded data were derived.
 BL2133
 BL2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4670903697(NAD 83)
 BL2133_MARKER: DS = TRIANGULATION STATION DISK
 BL2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2133
 BL2133  HISTORY     - Date     Condition        Report By
 BL2133  HISTORY     - 1935     MONUMENTED       CGS
 BL2133  HISTORY     - 1944     GOOD             BGCO
 BL2133  HISTORY     - 1949     GOOD             CGS
 BL2133  HISTORY     - 1983     GOOD             TXHD
 BL2133
 BL2133                          STATION DESCRIPTION
 BL2133
 BL2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2133'THIS STATION IS ABOUT 10-1/2 MILES S OF W OF WOODVILLE AND
 BL2133'19-1/2 MILES N OF E OF LIVINGSTON, ON WOODLAND OWNED BY
 BL2133'W.T. CARTER AND BROTHER LUMBER COMPANY.  ON SITE OCCUPIED
 BL2133'BY PICKNEY FIRE LOOKOUT TOWER.  THE MARK IS 161 FEET S OF
 BL2133'WOODS ROAD.  76-1/2 FEET SSW OF SE LEG OF FIRE TOWER.  44.24
 BL2133'FEET S OF CENTER OF BASE OF FIRE TOWER.  THE MARK PROJECTS
 BL2133'1 INCH.
 BL2133'
 BL2133'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2133'DISKS SET IN CONCRETE.
 BL2133'
 BL2133'REFERENCE MARK NO. 1 IS 85 FEET S OF WOODS ROAD.  44.24 FEET
 BL2133'N OF STATION AT CENTER OF BASE OF FIRE TOWER.  THE MARK
 BL2133'PROJECTS 1 INCH.
 BL2133'
 BL2133'REFERENCE MARK NO. 2 IS 15 FEET E OF 24-INCH PINE TREE.  16
 BL2133'FEET N OF DIM WOODS TRAIL.  138.35 FEET WNW OF STATION.  THE
 BL2133'MARK PROJECTS 4 INCHES.
 BL2133'
 BL2133'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 133.61 FEET.
 BL2133'
 BL2133'TO REACH THE STATION FROM LIVINGSTON, GO E ON STATE HIGHWAY
 BL2133'45, 20.4 MILES TO BRIDGE ACROSS WOODS CREEK, THENCE CONTINUE
 BL2133'1.7 MILES TO WOODS ROAD WHICH TURNS SHARPLY BACK TO LEFT,
 BL2133'THENCE LEFT ON THIS ROAD 0.2 MILE TO STATION ON LEFT.  FROM
 BL2133'WOODVILLE GO W ON STATE HIGHWAY 45, 11.7 MILES TO WOODS
 BL2133'ROAD TO RIGHT, THENCE CONTINUE RIGHT 0.2 MILE TO STATION
 BL2133'ON LEFT.
 BL2133'
 BL2133'LIGHTS 113 FEET ABOVE STATIONS CAMP AND HORSE COME INTO VIEW
 BL2133'103 FEET ABOVE THIS STATION, LIGHTS 126 FEET ABOVE STATION
 BL2133'LIBERTY AND MOYE COME INTO VIEW 116 FEET ABOVE THIS STATION,
 BL2133'AND LIGHTS 120 FEET ABOVE STATION CAB COME INTO VIEW 103
 BL2133'FEET ABOVE THIS STATION.
 BL2133
 BL2133                          STATION RECOVERY (1944)
 BL2133
 BL2133'RECOVERY NOTE BY BROWN GEOPHYSICAL COMPANY 1944 (CSS)
 BL2133'STATION RECOVERED.
 BL2133
 BL2133                          STATION RECOVERY (1949)
 BL2133
 BL2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE)
 BL2133'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 BL2133'2 WERE RECOVERED AND ARE IN GOOD CONDITION.
 BL2133'
 BL2133'AN AZIMUTH MARK WAS ESTABLISHED.  STATE HIGHWAY 45 IS NOW
 BL2133'U.S. HIGHWAY 190.
 BL2133'
 BL2133'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 BL2133'
 BL2133'THE STATION IS LOCATED ABOUT 21 MILES EAST OF LIVINGSTON,
 BL2133'ABOUT 12 MILES WEST OF WOODVILLE, 0.4 MILE NORTH OF U.S.
 BL2133'HIGHWAY 190, AND AT THE SITE OF THE PINCKNEY LOOKOUT TOWER
 BL2133'NO. 63.  IT IS 33 FEET SOUTHEAST OF THE SOUTHWEST CONCRETE BASE OF
 BL2133'THE OLD LOOKOUT TOWER.  IT IS STAMPED KIAM 1935 AND IS FLUSH
 BL2133'WITH THE GROUND.
 BL2133'
 BL2133'REFERENCE MARK NO. 1 IS LOCATED IN THE CENTER OF THE OLD
 BL2133'LOOKOUT TOWERS CONCRETE BASES.  (THE TOWER WAS MOVED ACROSS
 BL2133'THE ROAD) THE MARK IS STAMPED KIAM NO 1 1935 AND PROJECTS
 BL2133'5 INCHES.
 BL2133'
 BL2133'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION IN A CLEARED
 BL2133'PATH.  IT IS STAMPED KIAM NO 2 1935 AND PROJECTS 4 INCHES.
 BL2133'
 BL2133'THE AZIMUTH MARK IS LOCATED 0.4 MILE SOUTH-SOUTHWEST OF
 BL2133'THE STATION, 49 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 BL2133'AND 2 FEET NORTHEAST OF A WITNESS POST.  IT IS STAMPED KIAM
 BL2133'1949 AND PROJECTS 5 INCHES.
 BL2133'
 BL2133'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 BL2133'59 AND 190 AT COURT HOUSE IN LIVINGSTON, GO EAST ON U.S.
 BL2133'HIGHWAY 190 FOR 20.6 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 BL2133'CONTINUE EAST FOR 0.05 MILE TO A SERVICE STATION AND A SIDE ROAD
 BL2133'ON THE LEFT, TURN LEFT ON THE GRADED ROAD AND GO NORTH FOR 0.4
 BL2133'MILE TO A T-ROAD, TURN RIGHT AND GO 0.05 MILE TO THE LOOKOUT TOWER
 BL2133'ON THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 BL2133'
 BL2133'A 113 FOOT SIGNAL AT CAB 1935 IS VISIBLE AT 64 FEET.
 BL2133'
 BL2133'A 113 FOOT SIGNAL AT ARMADILLO IS VISIBLE AT 77 FEET.
 BL2133'
 BL2133'A 100 FOOT SIGNAL AT CAMDEN LOOKOUT 1935 IS VISIBLE AT 77 FEET.
 BL2133'
 BL2133'A 100 FOOT SIGNAL AT ENON IS VISIBLE AT 77 FEET.
 BL2133'
 BL2133'AN 87 FOOT SIGNAL AT DIES IS VISIBLE AT 77 FEET.
 BL2133'
 BL2133'A 100 FOOT SIGNAL AT CAMP 1935 IS VISIBLE AT 77 FEET.
 BL2133
 BL2133                          STATION RECOVERY (1983)
 BL2133
 BL2133'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1983 (CLJ)
 BL2133'KIAM 1935 RECOVERED IN GOOD CONDITION.  1949 DESCRIPTION ADEQUATE
 BL2133'FOR FINDING STA SITE.  BOTH THE OLD AND NEW PICKNEY LOOKOUT TOWERS
 BL2133'ARE DESTROYED.  THE CONCRETE BASES OF THIS OLD TOWER ARE INTACT.
 BL2133'THE WOODVILLE GULF STATES UTILITIES MICROWAVE MAST IS VISIBLE FROM
 BL2133'STATION.
 BL2133'
 BL2133'AZ. MK. 1935 IS IN GOOD CONDITION.
 BL2133'
 BL2133'RMS 1 AND 2 DESTROYED BY TREE PLANTING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2134 ***********************************************************************
 BL2134  DESIGNATION -  KIAM 1935 RM 1
 BL2134  PID         -  BL2134
 BL2134  STATE/COUNTY-  TX/POLK
 BL2134  USGS QUAD   -  CHAMBLISS HILL (1984)
 BL2134
 BL2134                         *CURRENT SURVEY CONTROL
 BL2134  ___________________________________________________________________
 BL2134* NAD 83(1993)-  30 45 23.32253(N)    094 36 05.56339(W)     ADJUSTED  
 BL2134* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 BL2134  ___________________________________________________________________
 BL2134  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BL2134  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2134
 BL2134  HORZ ORDER  -  SECOND
 BL2134
 BL2134.The horizontal coordinates were established by classical geodetic methods
 BL2134.and adjusted by the National Geodetic Survey in February 1996..
 BL2134
 BL2134.The orthometric height was scaled from a topographic map.
 BL2134
 BL2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2134
 BL2134.The geoid height was determined by GEOID03.
 BL2134
 BL2134;                    North         East     Units Scale Factor Converg.
 BL2134;SPC TX C     - 3,134,945.016 1,248,493.633   MT  0.99989083   +2 57 07.9
 BL2134;SPC TX C     -10,285,232.11  4,096,099.53   sFT  0.99989083   +2 57 07.9
 BL2134;UTM  15      - 3,403,709.922   346,710.024   MT  0.99988987   -0 49 09.0
 BL2134
 BL2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2134!SPC TX C     -   0.99998329  x   0.99989083  =   0.99987412
 BL2134!UTM  15      -   0.99998329  x   0.99988987  =   0.99987316
 BL2134
 BL2134                          SUPERSEDED SURVEY CONTROL
 BL2134
 BL2134  NAD 83(1986)-  30 45 23.33543(N)    094 36 05.55278(W) AD(       ) 2
 BL2134  NAD 27      -  30 45 22.61400(N)    094 36 04.82100(W) AD(       ) 2
 BL2134
 BL2134.Superseded values are not recommended for survey control.
 BL2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2134.See file dsdata.txt to determine how the superseded data were derived.
 BL2134
 BL2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ4671003710(NAD 83)
 BL2134_MARKER: DS = TRIANGULATION STATION DISK
 BL2134_SETTING: 0 = UNSPECIFIED SETTING
 BL2134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL2134
 BL2134  HISTORY     - Date     Condition        Report By
 BL2134  HISTORY     - 1935     MONUMENTED       CGS
 BL2134
 BL2134                          STATION DESCRIPTION
 BL2134
 BL2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BL2134'THIS STATION IS ABOUT 10-1/2 MILES S OF W OF WOODVILLE AND
 BL2134'19-1/2 MILES N OF E OF LIVINGSTON, ON WOODLAND OWNED BY
 BL2134'W.T. CARTER AND BROTHER LUMBER COMPANY.  ON SITE OCCUPIED
 BL2134'BY PICKNEY FIRE LOOKOUT TOWER.
 BL2134'
 BL2134'REFERENCE MARK NO. 1 IS 85 FEET S OF WOODS ROAD.  44.24 FEET
 BL2134'N OF STATION AT CENTER OF BASE OF FIRE TOWER.  THE MARK
 BL2134'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0856 ***********************************************************************
 CB0856  DESIGNATION -  KICK
 CB0856  PID         -  CB0856
 CB0856  STATE/COUNTY-  TX/CONCHO
 CB0856  USGS QUAD   -  VICK (1984)
 CB0856
 CB0856                         *CURRENT SURVEY CONTROL
 CB0856  ___________________________________________________________________
 CB0856* NAD 83(1993)-  31 18 26.31300(N)    100 03 38.53839(W)     ADJUSTED  
 CB0856* NAVD 88     -       575.6    (meters)    1888.     (feet)  VERTCON   
 CB0856  ___________________________________________________________________
 CB0856  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CB0856  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CB0856
 CB0856  HORZ ORDER  -  SECOND
 CB0856
 CB0856.The horizontal coordinates were established by classical geodetic methods
 CB0856.and adjusted by the National Geodetic Survey in February 1996..
 CB0856
 CB0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0856
 CB0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0856
 CB0856.The geoid height was determined by GEOID03.
 CB0856
 CB0856;                    North         East     Units Scale Factor Converg.
 CB0856;SPC TX C     - 3,181,906.542   725,950.559   MT  0.99989594   +0 08 25.5
 CB0856;SPC TX C     -10,439,305.05  2,381,722.79   sFT  0.99989594   +0 08 25.5
 CB0856;UTM  14      - 3,464,145.854   399,062.177   MT  0.99972567   -0 33 04.4
 CB0856
 CB0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0856!SPC TX C     -   0.99991338  x   0.99989594  =   0.99980933
 CB0856!UTM  14      -   0.99991338  x   0.99972567  =   0.99963907
 CB0856
 CB0856|---------------------------------------------------------------------|
 CB0856| PID    Reference Object                     Distance      Geod. Az  |
 CB0856|                                                           dddmmss.s |
 CB0856| CV5355 KICK RM 1                            14.157 METERS 16552     |
 CB0856| CB0855 TANK                                APPROX. 3.0 KM 1953022.7 |
 CB0856| CV5356 KICK RM 2                            14.995 METERS 26946     |
 CB0856|---------------------------------------------------------------------|
 CB0856
 CB0856                          SUPERSEDED SURVEY CONTROL
 CB0856
 CB0856  NAD 83(1986)-  31 18 26.31997(N)    100 03 38.52400(W) AD(       ) 2
 CB0856  NAD 27      -  31 18 25.73714(N)    100 03 37.23707(W) AD(       ) 2
 CB0856  NGVD 29 (07/19/86)  575.5    (m)         1888.     (f) VERT ANG       
 CB0856
 CB0856.Superseded values are not recommended for survey control.
 CB0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0856.See file dsdata.txt to determine how the superseded data were derived.
 CB0856
 CB0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV9906264146(NAD 83)
 CB0856_MARKER: DS = TRIANGULATION STATION DISK
 CB0856_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0856+WITH SETTING: INFORMATION.
 CB0856_SP_SET: PREFABRICATED CONCRETE POST
 CB0856
 CB0856  HISTORY     - Date     Condition        Report By
 CB0856  HISTORY     - 1967     MONUMENTED       USGS
 CB0856
 CB0856                          STATION DESCRIPTION
 CB0856
 CB0856'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EEM)
 CB0856'THE STATION IS LOCATED ABOUT 6.3 MILES SOUTH AND 3.0 MILES EAST
 CB0856'OF EOLA, ABOUT 3.0 MILES SOUTHEAST OF VICK VILLAGE ON THE
 CB0856'SOUTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 87, 3 FEET SOUTHWEST OF
 CB0856'RIGHT-OF-WAY FENCE AND 3 FEET NORTHEAST OF A METAL WITNESS POST.
 CB0856'
 CB0856'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND
 CB0856'FARM ROAD 381 IN VICK VILLAGE, PROCEED SOUTHEAST ON U.S. HIGHWAY
 CB0856'87 FOR 3.0 MILES TO THE STATION ON THE RIGHT (SOUTHWEST).
 CB0856'
 CB0856'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER COATED
 CB0856'STEEL ROD DRIVEN TO POINT OF REFUSAL (5.0 FEET), CENTERED IN A
 CB0856'6 INCH DIAMETER PLASTIC CASING 12 INCHES LONG, FILLED WITH
 CB0856'GRAVEL.  THE TABLET IS SET FLUSH WITH THE GROUND AND IS STAMPED
 CB0856'KICK ET 1967.
 CB0856'
 CB0856'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CB0856'TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF REFUSAL (5.0
 CB0856'FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CB0856'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE
 CB0856'GROUND AND STAMPED KICK ET 1967 NO. 1.
 CB0856'
 CB0856'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 CB0856'TO A COPPER COATED STEEL ROD DRIVEN TO POINT OF REFUSAL (5.0
 CB0856'FEET), CENTERED IN A 6 INCH DIAMETER PLASTIC CASING 12 INCHES
 CB0856'LONG, FILLED WITH GRAVEL.  THE TABLET IS SET FLUSH WITH THE
 CB0856'GROUND AND STAMPED KICK ET 1967 NO. 2.
 CB0856'
 CB0856'DISTANCE BETWEEN REFERENCE MARKS IS 75.46 FEET (23.000 METERS).
 CB0856'
 CB0856'STATION TANK 1955 2042 ET 1967, 1.9 MILES SOUTH-SOUTHWEST, IS
 CB0856'VISIBLE FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0708 ***********************************************************************
 DO0708  DESIGNATION -  KICKAPOO
 DO0708  PID         -  DO0708
 DO0708  STATE/COUNTY-  TX/WICHITA
 DO0708  USGS QUAD   -  SLOOP CREEK (1981)
 DO0708
 DO0708                         *CURRENT SURVEY CONTROL
 DO0708  ___________________________________________________________________
 DO0708* NAD 83(1993)-  33 51 12.05484(N)    098 29 40.76153(W)     ADJUSTED  
 DO0708* NAVD 88     -       313.2    (meters)    1028.     (feet)  VERTCON   
 DO0708  ___________________________________________________________________
 DO0708  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 DO0708  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DO0708
 DO0708  HORZ ORDER  -  FIRST
 DO0708
 DO0708.The horizontal coordinates were established by classical geodetic methods
 DO0708.and adjusted by the National Geodetic Survey in February 1996..
 DO0708
 DO0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0708
 DO0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0708
 DO0708.The geoid height was determined by GEOID03.
 DO0708
 DO0708;                    North         East     Units Scale Factor Converg.
 DO0708;SPC TXNC     - 2,242,490.418   600,494.538   MT  0.99997036   +0 00 10.5
 DO0708;SPC TXNC     - 7,357,237.31  1,970,122.50   sFT  0.99997036   +0 00 10.5
 DO0708;UTM  14      - 3,746,010.596   546,747.700   MT  0.99962694   +0 16 53.5
 DO0708
 DO0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0708!SPC TXNC     -   0.99995518  x   0.99997036  =   0.99992554
 DO0708!UTM  14      -   0.99995518  x   0.99962694  =   0.99958214
 DO0708
 DO0708|---------------------------------------------------------------------|
 DO0708| PID    Reference Object                     Distance      Geod. Az  |
 DO0708|                                                           dddmmss.s |
 DO0708| CX8448 KICKAPOO RM 1                         8.375 METERS 10021     |
 DO0708| CX8449 KICKAPOO RM 2                         9.030 METERS 28020     |
 DO0708| DO0791 WICHITA FALLS TV KFDX MAST          APPROX. 7.2 KM 3042658.6 |
 DO0708| DO0788 WICHITA FALLS TV KAUZ MAST          APPROX. 6.7 KM 3220820.8 |
 DO0708|---------------------------------------------------------------------|
 DO0708
 DO0708                          SUPERSEDED SURVEY CONTROL
 DO0708
 DO0708  NAD 83(1993)-  33 51 12.05513(N)    098 29 40.76099(W) AD(       ) 1
 DO0708  NAD 83(1986)-  33 51 12.05772(N)    098 29 40.74841(W) AD(       ) 1
 DO0708  NAD 27      -  33 51 11.70467(N)    098 29 39.55295(W) AD(       ) 1
 DO0708  NGVD 29 (07/19/86)  313.1    (m)         1027.     (f) VERT ANG       
 DO0708
 DO0708.Superseded values are not recommended for survey control.
 DO0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0708.See file dsdata.txt to determine how the superseded data were derived.
 DO0708
 DO0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4674846011(NAD 83)
 DO0708_MARKER: DS = TRIANGULATION STATION DISK
 DO0708_SETTING: 0 = UNSPECIFIED SETTING
 DO0708
 DO0708  HISTORY     - Date     Condition        Report By
 DO0708  HISTORY     - 1975     MONUMENTED       NGS
 DO0708
 DO0708                          STATION DESCRIPTION
 DO0708
 DO0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 DO0708'NO MEASUREMENT BETWEEN THE RMS DUE TO THE ANGLE.
 DO0708'
 DO0708'THE STATION IS LOCATED ON THE SOUTH EDGE OF WICHITA FALLS, IN
 DO0708'THE MEDIAN OF FARM ROAD 369 OVERPASS OVER BUSINESS U.S. HIGHWAY
 DO0708'281 AND STATE HIGHWAY 79, MR. BILL PRESSON, PERMIT SECTION, GAVE
 DO0708'PERMISSION TO ESTABLISH THE STATION.
 DO0708'
 DO0708'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277, 82
 DO0708'AND FARM ROAD 369, IN THE SOUTHWEST EDGE OF WICHITA FALLS, GO
 DO0708'EASTERLY ON FARM ROAD 369 FOR 6.0 MILES TO THE CENTER OF OVERPASS
 DO0708'AND THE STATION ON THE LEFT.
 DO0708'
 DO0708'STATION MARK, A STANDARD DISK STAMPED KICKAPOO 1975, IS CEMENTED
 DO0708'IN A DRILL HOLE IN THE CENTER OF THE MEDIAN OF THE OVERPASS.  IT
 DO0708'IS 18 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE AND 2
 DO0708'FEET SOUTH OF A GUARD RAIL.
 DO0708'
 DO0708'REFERENCE MARK 1, A STANDARD DISK STAMPED KICKAPOO NO 1 1975, IS
 DO0708'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE MEDIAN.  IT IS 18
 DO0708'FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE.
 DO0708'
 DO0708'REFERENCE MARK 2, A STANDARD DISK STAMPED KICKAPOO NO 2 1975, IS
 DO0708'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE MEDIAN.  IT IS 18
 DO0708'FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE.
 DO0708'
 DO0708'NO DISTANT REFERENCE MARK ESTABLISHED.
 DO0708'
 DO0708'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0953 ***********************************************************************
 DO0953  SACS        -  This is a Secondary Airport Control Station.
 DO0953  DESIGNATION -  KICKPORT
 DO0953  PID         -  DO0953
 DO0953  STATE/COUNTY-  TX/WICHITA
 DO0953  USGS QUAD   -  SLOOP CREEK (1981)
 DO0953
 DO0953                         *CURRENT SURVEY CONTROL
 DO0953  ___________________________________________________________________
 DO0953* NAD 83(1993)-  33 51 52.55789(N)    098 29 29.55934(W)     ADJUSTED  
 DO0953* NAVD 88     -       299.03   (meters)     981.1    (feet)  GPS OBS   
 DO0953  ___________________________________________________________________
 DO0953  X           -    -782,892.032 (meters)                     COMP
 DO0953  Y           -  -5,243,746.561 (meters)                     COMP
 DO0953  Z           -   3,534,136.760 (meters)                     COMP
 DO0953  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DO0953  ELLIP HEIGHT-         271.43  (meters)          (02/27/01) GPS OBS
 DO0953  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DO0953
 DO0953  HORZ ORDER  -  FIRST
 DO0953  ELLP ORDER  -  FOURTH    CLASS I
 DO0953
 DO0953.This mark is at Kickapoo Downtown Airpark (T47)  (T47)
 DO0953
 DO0953.The horizontal coordinates were established by GPS observations
 DO0953.and adjusted by the National Geodetic Survey in August 1996..
 DO0953
 DO0953.The orthometric height was determined by GPS observations and a
 DO0953.high-resolution geoid model.
 DO0953
 DO0953.GPS derived orthometric heights for airport stations designated as
 DO0953.PACS or SACS are published to 2 decimal places.  This maintains
 DO0953.centimeter relative accuracy between the PACS and SACS.  It does
 DO0953.not indicate centimeter accuracy relative to other marks which are
 DO0953.part of the NAVD 88 network.
 DO0953
 DO0953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0953
 DO0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0953
 DO0953.The ellipsoidal height was determined by GPS observations
 DO0953.and is referenced to NAD 83.
 DO0953
 DO0953.The geoid height was determined by GEOID03.
 DO0953
 DO0953;                    North         East     Units Scale Factor Converg.
 DO0953;SPC TXNC     - 2,243,738.344   600,782.398   MT  0.99997313   +0 00 16.6
 DO0953;SPC TXNC     - 7,361,331.55  1,971,066.92   sFT  0.99997313   +0 00 16.6
 DO0953;UTM  14      - 3,747,259.477   547,029.390   MT  0.99962727   +0 16 60.0
 DO0953
 DO0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0953!SPC TXNC     -   0.99995739  x   0.99997313  =   0.99993052
 DO0953!UTM  14      -   0.99995739  x   0.99962727  =   0.99958468
 DO0953
 DO0953:                Primary Azimuth Mark                     Grid Az
 DO0953:SPC TXNC     -  KICKPORT AZ MK                           178 52 30.4
 DO0953:UTM  14      -  KICKPORT AZ MK                           178 35 47.0
 DO0953
 DO0953|---------------------------------------------------------------------|
 DO0953| PID    Reference Object                     Distance      Geod. Az  |
 DO0953|                                                           dddmmss.s |
 DO0953| DO0954 KICKPORT AZ MK                      APPROX. 0.7 KM 1785247.0 |
 DO0953|---------------------------------------------------------------------|
 DO0953
 DO0953                          SUPERSEDED SURVEY CONTROL
 DO0953
 DO0953  ELLIP H (08/23/96)  271.48   (m)                       GP(       ) 4 1
 DO0953  NAD 83(1993)-  33 51 52.55767(N)    098 29 29.56005(W) AD(       ) 1
 DO0953  ELLIP H (02/16/96)  271.43   (m)                       GP(       ) 5 1
 DO0953  NAD 83(1993)-  33 51 52.55911(N)    098 29 29.55855(W) AD(       ) 1
 DO0953  NAD 83(1986)-  33 51 52.56362(N)    098 29 29.54303(W) AD(       ) 1
 DO0953  NAD 27      -  33 51 52.20963(N)    098 29 28.34833(W) AD(       ) 1
 DO0953  NGVD 29 (12/08/88)  298.9    (m)          981.     (f) GPS OBS        
 DO0953
 DO0953.Superseded values are not recommended for survey control.
 DO0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0953.See file dsdata.txt to determine how the superseded data were derived.
 DO0953
 DO0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4702947259(NAD 83)
 DO0953_MARKER: I = METAL ROD
 DO0953_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO0953_SP_SET: OBJECT DRIVEN INTO GROUND
 DO0953_STAMPING: KICKPORT 1988
 DO0953_MARK LOGO: NGS   
 DO0953_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0953+SATELLITE: SATELLITE OBSERVATIONS - December 26, 1994
 DO0953
 DO0953  HISTORY     - Date     Condition        Report By
 DO0953  HISTORY     - 1988     MONUMENTED       NGS
 DO0953  HISTORY     - 1988     GOOD             NGS
 DO0953  HISTORY     - 19941226 GOOD             NGS
 DO0953
 DO0953                          STATION DESCRIPTION
 DO0953
 DO0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0953'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 DO0953'SOUTHEAST OF DOWNTOWN WICHITA FALLS, 1.3 KM (0.8 MI) NORTH OF THE
 DO0953'JUNCTION OF US HIGHWAY 287 BUSINESS, STATE HIGHWAY 79 AND FARM ROAD
 DO0953'369, 0.5 KM (0.3 MI) WEST OF US HIGHWAY 287 BYPASS AT THE KICKAPOO
 DO0953'DOWNTOWN AIRPARK.  IT IS IN THE LAWN ON THE EAST SIDE OF THE
 DO0953'AIRPORT OFFICE.
 DO0953'OWNERSHIP--JOHN COPPAGE, 4515 JACKSBORO HIGHWAY, WICHITA FALLS TX
 DO0953'76302, PHONE 817-766-1735.
 DO0953'MR COPPAGE IS ALSO AIRPORT MANAGER.
 DO0953'
 DO0953'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 287 BUSINESS,
 DO0953'STATE HIGHWAY 79 AND FARM ROAD 369, ABOUT 3.1 KM (1.9 MI) SOUTHEAST
 DO0953'OF DOWNTOWN WICHITA FALLS, GO NORTH ON US HIGHWAY 287 BUSINESS, OLD
 DO0953'JACKSBORO HIGHWAY, FOR 1.3 KM (0.8 MI) TO A PAVED ROAD RIGHT AT THE
 DO0953'NORTH END OF HANGARS.  TURN RIGHT AND GO EAST FOR 0.3 KM (0.2 MI)
 DO0953'TO THE AIRPORT OFFICE ON THE RIGHT AT TAXIWAY AND THE MARK ON THE
 DO0953'EAST SIDE OF OFFICE BUILDING.
 DO0953'
 DO0953'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 DO0953'DRIVEN INTO THE GROUND 5.6 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 DO0953'IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC PIPE
 DO0953'WITH A LOGO CAP STAMPED---KICKPORT 1988---, THE ROD IS RECESSED 6
 DO0953'CM BELOW THE GROUND SURFACE.  LOCATED 15.0 METERS (49.3 FT) SOUTH
 DO0953'OF A GAS METER, 10.2 METERS (33.4 FT) NORTH FROM NORTH EDGE OF
 DO0953'BLACKTOP AREA AND 6.5 METERS (21.2 FT) EAST FROM THE SOUTHEAST
 DO0953'CORNER OF OFFICE BUILDING.
 DO0953'
 DO0953'THE AZIMUTH MARK IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL
 DO0953'ROD DRIVEN INTO THE GROUND 4.3 METERS AND INSIDE A 1-INCH PVC PIPE
 DO0953'THAT IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC
 DO0953'PIPE WITH A LOGO CAP STAMPED---KICKPORT AZ MK 1988---, THE ROD IS
 DO0953'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 19.2 METERS (63.0
 DO0953'FT) WEST OF CENTER OF TAXIWAY, 6.9 METERS (22.5 FT) SOUTH OF RAMP
 DO0953'CENTER, 2.3 METERS (7.5 FT) EAST FROM EDGE OF CONCRETE, AND 1.8
 DO0953'METERS
 DO0953'(6.0 FT) NORTHWEST FROM NORTHWEST CORNER OF SLANTED DRAIN.
 DO0953'
 DO0953'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0953'
 DO0953'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0953'
 DO0953'DESCRIBED BY D.A. BOWLING.
 DO0953
 DO0953                          STATION RECOVERY (1988)
 DO0953
 DO0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0953'THE STATION WAS RECOVERED ON THIS DATE AS DESCRIBED IN 1988.
 DO0953'
 DO0953'GPS SURVEY, FORT SILL, OKLAHOMA.
 DO0953'
 DO0953'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0953'
 DO0953'DESCRIBED BY D.A. BOWLING.
 DO0953
 DO0953                          STATION RECOVERY (1994)
 DO0953
 DO0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DO0953'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) NORTH NORTHEAST OF
 DO0953'SCOTLAND, 13.0 MI (20.9 KM) SOUTHEAST OF IOWA PARK, 1.3 MI (2.1 KM)
 DO0953'SOUTHEAST OF DOWNTOWN WICHITA FALLS AND IN THE LAWN ON THE EAST SIDE
 DO0953'OF THE AIRPORT OFFICE AT THE KICKAPOO DOWNTOWN AIRPARK.
 DO0953'OWNERSHIP---JOHN COPPAGE (AIRPORT MANAGER) , 4515 JACKSBORO HIGHWAY,
 DO0953'WICHITA FALLS, TX 76302.  PHONE (817) 766-1735.  TO REACH THE STATION
 DO0953'FROM THE JUCTION OF STATE HIGHWAYS 369 (SOUTHWEST PARKWAY) AND 473
 DO0953'(OLD JACKSBORO HIGHWAY) ABOUT 1.9 SOUTH OF DOWNTOWN WICHITA FALLS, GO
 DO0953'NORTH ON STATE HIGHWAY 473 FOR 0.8 MI (1.3 KM) TO THE PAVED AIRPORT
 DO0953'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE PAVED ROAD
 DO0953'AND THEN PARKING LOT FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT.
 DO0953'THE STATION IS LOCATED 49.3 FT (15.0 M) SOUTH OF A GAS METER, 33.4 FT
 DO0953'(10.2 M) NORTH FROM THE NORTH EDGE OF THE BLACKTOP PARKING LOT AND
 DO0953'21.2 FT (6.5 M) EAST FROM THE SOUTHEAST CORNER OF THE OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0954 ***********************************************************************
 DO0954  SACS        -  This is a Secondary Airport Control Station.
 DO0954  DESIGNATION -  KICKPORT AZ MK
 DO0954  PID         -  DO0954
 DO0954  STATE/COUNTY-  TX/WICHITA
 DO0954  USGS QUAD   -  SLOOP CREEK (1981)
 DO0954
 DO0954                         *CURRENT SURVEY CONTROL
 DO0954  ___________________________________________________________________
 DO0954* NAD 83(1993)-  33 51 30.73255(N)    098 29 29.04776(W)     ADJUSTED  
 DO0954* NAVD 88     -       301.59   (meters)     989.5    (feet)  GPS OBS   
 DO0954  ___________________________________________________________________
 DO0954  X           -    -782,934.668 (meters)                     COMP
 DO0954  Y           -  -5,244,121.193 (meters)                     COMP
 DO0954  Z           -   3,533,579.753 (meters)                     COMP
 DO0954  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 DO0954  ELLIP HEIGHT-         273.98  (meters)          (02/27/01) GPS OBS
 DO0954  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DO0954
 DO0954  HORZ ORDER  -  FIRST
 DO0954  ELLP ORDER  -  FOURTH    CLASS I
 DO0954
 DO0954.This mark is at Kickapoo Downtown Airpark (T47)  (T47)
 DO0954
 DO0954.The horizontal coordinates were established by GPS observations
 DO0954.and adjusted by the National Geodetic Survey in August 1996..
 DO0954
 DO0954.The orthometric height was determined by GPS observations and a
 DO0954.high-resolution geoid model.
 DO0954
 DO0954.GPS derived orthometric heights for airport stations designated as
 DO0954.PACS or SACS are published to 2 decimal places.  This maintains
 DO0954.centimeter relative accuracy between the PACS and SACS.  It does
 DO0954.not indicate centimeter accuracy relative to other marks which are
 DO0954.part of the NAVD 88 network.
 DO0954
 DO0954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO0954
 DO0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0954
 DO0954.The ellipsoidal height was determined by GPS observations
 DO0954.and is referenced to NAD 83.
 DO0954
 DO0954.The geoid height was determined by GEOID03.
 DO0954
 DO0954;                    North         East     Units Scale Factor Converg.
 DO0954;SPC TXNC     - 2,243,065.901   600,795.602   MT  0.99997163   +0 00 16.9
 DO0954;SPC TXNC     - 7,359,125.38  1,971,110.24   sFT  0.99997163   +0 00 16.9
 DO0954;UTM  14      - 3,746,587.338   547,045.859   MT  0.99962728   +0 17 00.1
 DO0954
 DO0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0954!SPC TXNC     -   0.99995699  x   0.99997163  =   0.99992862
 DO0954!UTM  14      -   0.99995699  x   0.99962728  =   0.99958429
 DO0954
 DO0954:                Primary Azimuth Mark                     Grid Az
 DO0954:SPC TXNC     -  T47 A                                    163 57 08.1
 DO0954:UTM  14      -  T47 A                                    163 40 24.9
 DO0954
 DO0954|---------------------------------------------------------------------|
 DO0954| PID    Reference Object                     Distance      Geod. Az  |
 DO0954|                                                           dddmmss.s |
 DO0954| AB2818 T47 A                               APPROX. 0.6 KM 1635725.0 |
 DO0954| DO0953 KICKPORT                            APPROX. 0.7 KM 3585247.3 |
 DO0954|---------------------------------------------------------------------|
 DO0954
 DO0954                          SUPERSEDED SURVEY CONTROL
 DO0954
 DO0954  ELLIP H (08/23/96)  274.03   (m)                       GP(       ) 4 1
 DO0954  NAD 83(1993)-  33 51 30.73215(N)    098 29 29.04931(W) AD(       ) 3
 DO0954  ELLIP H (02/16/96)  273.99   (m)                       GP(       ) 5 1
 DO0954  NAD 83(1993)-  33 51 30.73361(N)    098 29 29.04777(W) AD(       ) 3
 DO0954  NAD 83(1986)-  33 51 30.73805(N)    098 29 29.03229(W) AD(       ) 3
 DO0954  NAD 27      -  33 51 30.38370(N)    098 29 27.83774(W) AD(       ) 3
 DO0954  NGVD 29 (12/08/88)  301.4    (m)          989.     (f) GPS OBS        
 DO0954
 DO0954.Superseded values are not recommended for survey control.
 DO0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0954.See file dsdata.txt to determine how the superseded data were derived.
 DO0954
 DO0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC4704646587(NAD 83)
 DO0954_MARKER: I = METAL ROD
 DO0954_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO0954_SP_SET: OBJECT DRIVEN INTO GROUND
 DO0954_STAMPING: KICKPORT AZ MK 1988
 DO0954_MARK LOGO: NGS   
 DO0954_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0954+SATELLITE: SATELLITE OBSERVATIONS - December 26, 1994
 DO0954
 DO0954  HISTORY     - Date     Condition        Report By
 DO0954  HISTORY     - 1988     MONUMENTED       NGS
 DO0954  HISTORY     - 19941226 GOOD             NGS
 DO0954
 DO0954                          STATION DESCRIPTION
 DO0954
 DO0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (LDA)
 DO0954'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 DO0954'SOUTHEAST OF DOWNTOWN WICHITA FALLS, 1.3 KM (0.8 MI) NORTH OF THE
 DO0954'JUNCTION OF US HIGHWAY 287 BUSINESS, STATE HIGHWAY 79 AND FARM ROAD
 DO0954'369, 0.5 KM (0.3 MI) WEST OF US HIGHWAY 287 BYPASS AND AT THE
 DO0954'KICKAPOO DOWNTOWN AIRPARK.
 DO0954'OWNERSHIP--JOHN COPPAGE, 4515 JACKSBORO HIGHWAY, WICHITA FALLS TX
 DO0954'76302.  MR COPPAGE IS ALSO AIRPORT MANAGER.
 DO0954'
 DO0954'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 287 BUSINESS,
 DO0954'STATE HIGHWAY 79 AND FARM ROAD 369, ABOUT 3.1 KM (1.9 MI) SOUTHEAST
 DO0954'OF DOWNTOWN WICHITA FALLS, GO NORTH ON US HIGHWAY 287 BUSINESS FOR
 DO0954'1.3 KM (0.8 MI) TO A PAVED ROAD RIGHT AT THE NORTH END OF HANGARS.
 DO0954'TURN RIGHT AND GO EAST FOR 0.3 KM (0.2 MI) TO THE AIRPORT OFFICE ON
 DO0954'THE RIGHT AND TAXIWAY.  TURN RIGHT AND GO SOUTH ON TAXIWAY FOR 0.6
 DO0954'KM (0.4 MI) TO A RAMP AND STATION NEAR A BLUE HANGAR.
 DO0954'
 DO0954'THE STATION IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD
 DO0954'DRIVEN INTO THE GROUND 4.3 METERS AND INSIDE A 1-INCH PVC PIPE THAT
 DO0954'IS 3 FEET LONG FILLED WITH GREASE AND ENCASED IN A 5-INCH PVC PIPE
 DO0954'WITH A LOGO CAP STAMPED---KICKPORT AZ MK 1988---, THE ROD IS
 DO0954'RECESSED 6 CM BELOW THE GROUND SURFACE.  LOCATED 19.2 METERS (63.0
 DO0954'FT) WEST FROM CENTER OF TAXIWAY, 6.9 METERS (22.5 FT) SOUTH OF RAMP
 DO0954'CENTER, 2.3 METERS (7.5 FT) EAST FROM EAST EDGE OF CONCRETE AND 1.8
 DO0954'METERS (6.0 FT) NORTHWEST OF NORTHWEST CORNER OF SLANTED DRAIN.
 DO0954'
 DO0954'TRIMBLE GPS SURVEY, FAA AIRPORTS, NORTHWEST TEXAS.
 DO0954'
 DO0954'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 DO0954'
 DO0954'DESCRIBED BY D.A. BOWLING.
 DO0954
 DO0954                          STATION RECOVERY (1994)
 DO0954
 DO0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 DO0954'THE STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) NORTH NORTHEAST OF
 DO0954'SCOTLAND, 13.0 MI (20.9 KM) SOUTHEAST OF IOWA PARK, 1.3 MI (2.1 KM)
 DO0954'SOUTHEAST OF DOWNTOWN WICHITA FALLS AND AT THE KICKAPOO DOWNTOWN
 DO0954'AIRPARK.  OWNERSHIP---JOHN COPPAGE (AIRPORT MANAGER) , 4515 JACKSBORO
 DO0954'HIGHWAY, WICHITA FALLS, TX 76302.  PHONE (817) 766-1735.  NO ESCORT
 DO0954'REQUIRED.  TO REACH THE STATION FROM THE JUCTION OF STATE HIGHWAYS 369
 DO0954'(SOUTHWEST PARKWAY) AND 473 (OLD JACKSBORO HIGHWAY) ABOUT 1.9 SOUTH OF
 DO0954'DOWNTOWN WICHITA FALLS, GO NORTH ON STATE HIGHWAY 473 FOR 0.8 MI (1.3
 DO0954'KM) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT AND GO
 DO0954'EAST ON THE PAVED ROAD AND THEN BEAR RIGHT ACROSS THE APRON (TO THE
 DO0954'SOUTH OF THE AIRPORT OFFICE) FOR 0.2 MI (0.3 KM) THE PARALLEL TAXIWAY.
 DO0954'TURN RIGHT AND GO SOUTH ON THE TAXIWAY FOR 0.4 MI (0.6 KM) TO A RAMP,
 DO0954'A BLUE HANGER AND THE STATION ON THE RIGHT. THE STATION IS 63.0 FT
 DO0954'(19.2 M) WEST FROM THE CENTER OF THE TAXIWAY, 22.5 FT (6.9 M) SOUTH OF
 DO0954'THE RAMP CENTER AND 6.0 FT (1.8 M) NORTHWEST OF THE NORTHWEST CORNER
 DO0954'OF A SLANTED STORM DRAIN.  NOTE---5-INCH PVC AND LOGO CAP HAVE BEEN
 DO0954'HIT AND LEAN TO THE SOUTHEAST.  STAINLESS STEEL ROD AND SLEEVE APPEAR
 DO0954'TO BE UNDISTURBED. THIS STATION WAS SELECTED AS A SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0972 ***********************************************************************
 GK0972  DESIGNATION -  KIDDER MONUMENT ECC 1927
 GK0972  PID         -  GK0972
 GK0972  STATE/COUNTY-  TX/LIPSCOMB
 GK0972  USGS QUAD   -  MAGOUN (1972)
 GK0972
 GK0972                         *CURRENT SURVEY CONTROL
 GK0972  ___________________________________________________________________
 GK0972* NAD 83(1993)-  36 29 59.57239(N)    100 00 17.91270(W)     ADJUSTED  
 GK0972* NAVD 88     -       785.9    (meters)    2578.     (feet)  VERTCON   
 GK0972  ___________________________________________________________________
 GK0972  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 GK0972  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 GK0972
 GK0972  HORZ ORDER  -  FIRST
 GK0972
 GK0972.The horizontal coordinates were established by classical geodetic methods
 GK0972.and adjusted by the National Geodetic Survey in February 1996..
 GK0972
 GK0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0972
 GK0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0972
 GK0972.The geoid height was determined by GEOID03.
 GK0972
 GK0972;                    North         East     Units Scale Factor Converg.
 GK0972;SPC TX N     - 1,278,360.984   333,947.917   MT  1.00008921   +0 51 59.1
 GK0972;SPC TX N     - 4,194,089.33  1,095,627.46   sFT  1.00008921   +0 51 59.1
 GK0972;SPC OK N     -   168,273.061   420,391.300   MT  0.99996219   -1 10 59.6
 GK0972;SPC OK N     -   552,075.87  1,379,233.79   sFT  0.99996219   -1 10 59.6
 GK0972;UTM  14      - 4,039,864.443   409,997.632   MT  0.99969980   -0 35 52.2
 GK0972
 GK0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0972!SPC TX N     -   0.99988106  x   1.00008921  =   0.99997026
 GK0972!SPC OK N     -   0.99988106  x   0.99996219  =   0.99984326
 GK0972!UTM  14      -   0.99988106  x   0.99969980  =   0.99958090
 GK0972
 GK0972|---------------------------------------------------------------------|
 GK0972| PID    Reference Object                     Distance      Geod. Az  |
 GK0972|                                                           dddmmss.s |
 GK0972| GK0959 KIDDER MONUMENT GLO 1927            355.075 METERS 07911     |
 GK0972| GK0970 LARKEY                              APPROX. 1.1 KM 2270331.6 |
 GK0972|---------------------------------------------------------------------|
 GK0972
 GK0972                          SUPERSEDED SURVEY CONTROL
 GK0972
 GK0972  NAD 83(1993)-  36 29 59.57239(N)    100 00 17.91270(W) AD(       ) 1
 GK0972  NAD 83(1986)-  36 29 59.57905(N)    100 00 17.90240(W) AD(       ) 1
 GK0972  NAD 27      -  36 29 59.45200(N)    100 00 16.43700(W) AD(       ) 1
 GK0972  NGVD 29 (07/19/86)  785.6    (m)         2577.     (f) VERT ANG       
 GK0972
 GK0972.Superseded values are not recommended for survey control.
 GK0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0972.See file dsdata.txt to determine how the superseded data were derived.
 GK0972
 GK0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF0999839864(NAD 83)
 GK0972_MARKER: Z = SEE DESCRIPTION
 GK0972_SETTING: 0 = UNSPECIFIED SETTING
 GK0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0972
 GK0972  HISTORY     - Date     Condition        Report By
 GK0972  HISTORY     - 1927     MONUMENTED       CGS
 GK0972
 GK0972                          STATION DESCRIPTION
 GK0972
 GK0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 GK0972'AN UNMARKED POINT, 355.074 METERS (1,164.94 FEET) S 79 DEG 13 MIN W
 GK0972'FROM STATION KIDDER MONUMENT (U.S.G.L.O.).
 GK0972'ELEVATION OF STATION, 759 METERS (2,490 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0653 ***********************************************************************
 EN0653  DESIGNATION -  KIDDER MONUMENT GLO 1923
 EN0653  PID         -  EN0653
 EN0653  STATE/COUNTY-  TX/CHILDRESS
 EN0653  USGS QUAD   -  GARDEN VALLEY (1985)
 EN0653
 EN0653                         *CURRENT SURVEY CONTROL
 EN0653  ___________________________________________________________________
 EN0653* NAD 83(1993)-  34 34 40.02366(N)    100 00 05.43880(W)     ADJUSTED  
 EN0653* NAVD 88     -       481.     (meters)    1578.     (feet)  SCALED    
 EN0653  ___________________________________________________________________
 EN0653  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 EN0653  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EN0653
 EN0653  HORZ ORDER  -  SECOND
 EN0653
 EN0653.The horizontal coordinates were established by classical geodetic methods
 EN0653.and adjusted by the National Geodetic Survey in February 1996..
 EN0653
 EN0653.The orthometric height was scaled from a topographic map.
 EN0653
 EN0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0653
 EN0653.The geoid height was determined by GEOID03.
 EN0653
 EN0653;                    North         East     Units Scale Factor Converg.
 EN0653;SPC TX N     - 1,065,141.113   337,490.418   MT  1.00001752   +0 52 06.3
 EN0653;SPC TX N     - 3,494,550.47  1,107,249.81   sFT  1.00001752   +0 52 06.3
 EN0653;SPC OK S     -   139,859.143   416,375.983   MT  0.99993595   -1 08 09.9
 EN0653;SPC OK S     -   458,854.54  1,366,060.20   sFT  0.99993595   -1 08 09.9
 EN0653;UTM  14      - 3,826,678.233   408,141.862   MT  0.99970400   -0 34 06.3
 EN0653
 EN0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0653!SPC TX N     -   0.99992891  x   1.00001752  =   0.99994642
 EN0653!SPC OK S     -   0.99992891  x   0.99993595  =   0.99986486
 EN0653!UTM  14      -   0.99992891  x   0.99970400  =   0.99963293
 EN0653
 EN0653                          SUPERSEDED SURVEY CONTROL
 EN0653
 EN0653  NAD 83(1993)-  34 34 40.02366(N)    100 00 05.43880(W) AD(       ) 2
 EN0653  NAD 83(1986)-  34 34 40.02956(N)    100 00 05.43059(W) AD(       ) 2
 EN0653  NAD 27      -  34 34 39.79700(N)    100 00 04.06900(W) AD(       ) 2
 EN0653
 EN0653.Superseded values are not recommended for survey control.
 EN0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0653.See file dsdata.txt to determine how the superseded data were derived.
 EN0653
 EN0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0814226678(NAD 83)
 EN0653_MARKER: V = STONE MONUMENT
 EN0653_SETTING: 0 = UNSPECIFIED SETTING
 EN0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0653
 EN0653  HISTORY     - Date     Condition        Report By
 EN0653  HISTORY     - 1923     MONUMENTED       USGLO
 EN0653  HISTORY     - 1958     GOOD             CGS
 EN0653  HISTORY     - 1966     GOOD             CGS
 EN0653
 EN0653                          STATION DESCRIPTION
 EN0653
 EN0653'DESCRIBED BY US GENERAL LAND OFFICE 1923 (EOH)
 EN0653'STATION IS ABOUT 4-3/4 MI. W AND 7 MI. S OF HOLLIS, ABOUT
 EN0653'120 M. (394 FT.) SE OF FRANK CLOSKYS HOUSE, IN THE N SIDE OF A
 EN0653'CULTIVATED FIELD JUST S OF HIS PASTURE.
 EN0653'
 EN0653'STATION IS MARKED BY A STONE POST 10- BY 14- BY 45-IN. PROJECTING
 EN0653'18 IN. ABOVE THE SURFACE OF THE GROUND.  IN 1923, A STANDARD
 EN0653'DISK STATION MARK WAS SET IN THE CENTER OF THE TOP OF A STONE
 EN0653'AND STAMPED KIDDER 1902.  MONUMENT WAS ESTABLISHED IN 1902
 EN0653'BY THE UNITED STATES GENERAL LAND OFFICE.
 EN0653'
 EN0653'FOLLOWING DISTANCES AND BEARINGS ARE FROM THE STATION--STATION
 EN0653'CLOSKY, 204.9 M. (672 FT.).  STATION
 EN0653'INIITAL, 0.7 MI..
 EN0653
 EN0653                          STATION RECOVERY (1958)
 EN0653
 EN0653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 EN0653'THE STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE MARK
 EN0653'IS 394 FEET SOUTHEAST OF A VACANT HOUSE (FOMER HOME OF FRANK
 EN0653'CLOSKY), IN A CULTIVATED FIELD, ABOUT 200 FEET EAST OF THE
 EN0653'SOUTHEAST CORNER OF THE LOT TO SOUTH OF BARN AND WINDMILL AND ABOUT
 EN0653'35 FEET SOUTH OF THE FENCE ALONG THE NORTH SIDE OF THE
 EN0653'CULTIVATED FIELD.  THIS MARK IS 672 FEET SOUTH-SOUTHEAST OF
 EN0653'STATION CLOSKY.  FOR DESCRIPTION TO REACH CHECK DESCRIPTION TO
 EN0653'STATION CLOSKY.
 EN0653
 EN0653                          STATION RECOVERY (1966)
 EN0653
 EN0653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 EN0653'THE STATION WAS VISITED.  THE STATION MARK WAS FOUND TO BE IN
 EN0653'GOOD CONDITION AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0869 ***********************************************************************
 CB0869  DESIGNATION -  KIETH
 CB0869  PID         -  CB0869
 CB0869  STATE/COUNTY-  TX/TOM GREEN
 CB0869  USGS QUAD   -  KICKAPOO SPRING (1970)
 CB0869
 CB0869                         *CURRENT SURVEY CONTROL
 CB0869  ___________________________________________________________________
 CB0869* NAD 83(1993)-  31 11 49.10867(N)    100 13 50.47423(W)     ADJUSTED  
 CB0869* NAVD 88     -       757.9    (meters)    2487.     (feet)  VERTCON   
 CB0869  ___________________________________________________________________
 CB0869  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 CB0869  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CB0869
 CB0869  HORZ ORDER  -  FIRST
 CB0869
 CB0869.The horizontal coordinates were established by classical geodetic methods
 CB0869.and adjusted by the National Geodetic Survey in February 1996..
 CB0869
 CB0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0869
 CB0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0869
 CB0869.The geoid height was determined by GEOID03.
 CB0869
 CB0869;                    North         East     Units Scale Factor Converg.
 CB0869;SPC TX C     - 3,169,647.373   709,781.825   MT  0.99988754   +0 03 10.3
 CB0869;SPC TX C     -10,399,084.76  2,328,675.87   sFT  0.99988754   +0 03 10.3
 CB0869;UTM  14      - 3,452,084.334   382,749.114   MT  0.99976957   -0 38 15.2
 CB0869
 CB0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0869!SPC TX C     -   0.99988468  x   0.99988754  =   0.99977223
 CB0869!UTM  14      -   0.99988468  x   0.99976957  =   0.99965428
 CB0869
 CB0869:                Primary Azimuth Mark                     Grid Az
 CB0869:SPC TX C     -  KIETH AZ MK                              028 27 10.4
 CB0869:UTM  14      -  KIETH AZ MK                              029 08 35.9
 CB0869
 CB0869|---------------------------------------------------------------------|
 CB0869| PID    Reference Object                     Distance      Geod. Az  |
 CB0869|                                                           dddmmss.s |
 CB0869| CV5357 KIETH AZ MK                                        0283020.7 |
 CB0869| CB0855 TANK                                APPROX.18.0 KM 0584701.4 |
 CB0869| CV5358 KIETH RM 1                           34.173 METERS 16137     |
 CB0869| CV5359 KIETH RM 2                           41.800 METERS 27630     |
 CB0869|---------------------------------------------------------------------|
 CB0869
 CB0869                          SUPERSEDED SURVEY CONTROL
 CB0869
 CB0869  NAD 83(1986)-  31 11 49.11550(N)    100 13 50.45968(W) AD(       ) 1
 CB0869  NAD 27      -  31 11 48.51957(N)    100 13 49.16533(W) AD(       ) 1
 CB0869  NGVD 29 (07/19/86)  757.7    (m)         2486.     (f) VERT ANG       
 CB0869
 CB0869.Superseded values are not recommended for survey control.
 CB0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0869.See file dsdata.txt to determine how the superseded data were derived.
 CB0869
 CB0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV8274952084(NAD 83)
 CB0869_MARKER: DS = TRIANGULATION STATION DISK
 CB0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CB0869
 CB0869  HISTORY     - Date     Condition        Report By
 CB0869  HISTORY     - 1935     MONUMENTED       CGS
 CB0869  HISTORY     - 1937     GOOD             TXHD
 CB0869  HISTORY     - 1939     GOOD             TXGS
 CB0869  HISTORY     - 1956     GOOD             USGS
 CB0869  HISTORY     - 1956     GOOD             CGS
 CB0869  HISTORY     - 1967     GOOD             USGS
 CB0869  HISTORY     - 1971     GOOD             USGS
 CB0869
 CB0869                          STATION DESCRIPTION
 CB0869
 CB0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 CB0869'STATION IS LOCATED 16-1/4 MILES E OF CHRISTOVAL, 22 MILES
 CB0869'SE OF SAN ANGELO, AND 7-1/2 MILES N OF THE SCHLEICHER-TOM
 CB0869'GREEN COUNTY LINE, AND ABOUT 2 MILES S OF THE HOME OF JOHN
 CB0869'BARRON ON THE MORE NORTHERN OF 2 HIGH HILLS.
 CB0869'
 CB0869'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 CB0869'
 CB0869'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CB0869'HOLE IN BEDROCK.
 CB0869'
 CB0869'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 CB0869'HOLES IN BOULDERS.
 CB0869'
 CB0869'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS DISTANT ABOUT 0.4
 CB0869'MILE AND REACHED FROM STATION BY GOING NE ALONG RIDGE FOR 0.4
 CB0869'MILE TO MARK SET IN A BOULDER.
 CB0869'
 CB0869'STATION IS REACHED FROM THE POST OFFICE IN CHRISTOVAL BY
 CB0869'GOING N ON U.S. HIGHWAY 277 FOR 9.55 MILES TO ROAD JUST N OF
 CB0869'PECAN SERVICE STATION, TURN E ON GRADED ROAD AND GO 7.55
 CB0869'MILES TO T-ROAD TURN RIGHT (S) AND GO 8.3 MILES, OR 2.5 MILES
 CB0869'AFTER FORDING CREEK TO A GATE ON THE RIGHT, PASS THROUGH
 CB0869'GATE IN N-S FENCE LINE, PASS THROUGH GATE AND GO 0.7 MILE TO THE
 CB0869'YARD OF JOHN BARRON, GO THROUGH GATE TO THE E OF HOUSE AND
 CB0869'TURN S TOWARD HILL FOR 0.9 MILE TO BASE OF HILL AND TOP OF
 CB0869'FIRST BENCH, GO EASTWARD AROUND HILL FOR ABOUT 1.2 MILES TO A
 CB0869'LARGE DRAW RUNNING E AND W, WORK UP DRAW TOWARD TOP OF HILL
 CB0869'FOR 0.9 MILE AND STATION LOCATED 165 PACES E ALONG E-W
 CB0869'FENCE LINE FROM N-S FENCE LINE WHICH RUNS TO THE SOUTHWARD
 CB0869'AND 12 FEET N OF THE E-W FENCE LINE.
 CB0869'
 CB0869'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 CB0869
 CB0869                          STATION RECOVERY (1937)
 CB0869
 CB0869'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CB0869'STATION AND REFERENCE MARK NO. 2 RECOVERED AS DESCRIBED AND
 CB0869'IN GOOD CONDITION.
 CB0869'
 CB0869'DIRECTIONS FOR REACHING STATION ARE SATISFACTORY UP TO THE
 CB0869'YARD OF JOHN BARRON.  FROM HERE THE STATION IS S 14 DEG E
 CB0869'(MAGNETIC BEARING) A DISTANCE OF 1.90 MILES.  TO REACH BY CAR,
 CB0869'GO THROUGH GATE TO E OF HOUSE, GO PAST WINDMILL AND THEN SW FOR
 CB0869'A TOTAL DISTANCE OF 0.90 MILE TO BASE OF HILL AND TOP OF FIRST
 CB0869'BENCH.  FROM THIS POINT THERE ARE TWO COURSES OF TRAVEL
 CB0869'OPEN.  ONE IS TO CIRCLE AROUND S SIDE OF HILL AND THEN E UP
 CB0869'LARGE DRAW AS PER ORIGINAL DESCRIPTION.  TWO IS TO GO S 20 DEG E
 CB0869'(MAGNETIC BEARING) 1.2 MILES OVER TOP OF HILL AND ACROSS
 CB0869'LARGE DRAW TO ITS HEAD NEAR AN E-W FENCE.  THENCE E WITH
 CB0869'FENCE LINE 0.3 MILE IN CAR AND THEN ON FOOT 0.3 MILE TO
 CB0869'STATION AS DESCRIBED IN ORIGINAL NOTES.
 CB0869
 CB0869                          STATION RECOVERY (1939)
 CB0869
 CB0869'RECOVERY NOTE BY TEXAS GEODETIC SURVEY 1939
 CB0869'STATION MARK RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 CB0869'ADEQUATE.
 CB0869
 CB0869                          STATION RECOVERY (1956)
 CB0869
 CB0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CB0869'STATION MARK STAMPED KIETH AND REFERENCE MARKS FOUND IN GOOD
 CB0869'CONDITION AS DESCRIBED.  NEW DESCRIPTION TO REACH STATION
 CB0869'MARK--
 CB0869'
 CB0869'TO REACH FROM THE SAN ANGELO POST OFFICE, GO W FOR ONE BLOCK
 CB0869'TO U.S. HIGHWAY 87, TURN LEFT AND FOLLOW U.S. HIGHWAY 87 FOR
 CB0869'7.7 MI. TO ITS JUNCTION WITH FARM ROAD 1223, CONTINUE SE ON
 CB0869'FARM ROAD 1223 FOR 12.9 MI. TO THE GATE TO THE JOHN BARRON
 CB0869'RANCH, TURN RIGHT AND FOLLOW THE RANCH ROAD FOR 1.3 MI. TO THE
 CB0869'JOHN BARRON RANCH, DRIVE THROUGH THE GATE E OF THE HOUSE AND
 CB0869'FOLLOW A TRACK ROAD FOR 2.4 MI. TO THE END OF THE ROAD AT A
 CB0869'FENCE LINE, TURN RIGHT AND WALK W ALONG THE FENCE LINE ABOUT
 CB0869'0.1 MI. TO THE CREST OF A HILL AND STATION SITE.
 CB0869
 CB0869                          STATION RECOVERY (1956)
 CB0869
 CB0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (LBO)
 CB0869'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 CB0869'TO BE IN GOOD CONDITION.  AZIMUTH MARK WAS NOT RECOVERED.
 CB0869'THE RANCH IS STILL OWNED AND OCCUPIED BY MR. JOHN BARRON.
 CB0869'ORIGINAL DESCRIPTION OF HOW TO REACH IS STILL ADEQUATE.
 CB0869
 CB0869                          STATION RECOVERY (1967)
 CB0869
 CB0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (EEM)
 CB0869'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 CB0869'AS DESCRIBED.
 CB0869'
 CB0869'REFERENCE MARK NO. 1--STANDARD USC AND GS BRONZE DISK CEMENTED
 CB0869'TO BEDROCK.  THE DISK IS STAMPED KIETH NO. 1 1935.
 CB0869'
 CB0869'REFERENCE MARK NO. 2--STANDARD USC AND GS BRONZE DISK CEMENTED
 CB0869'TO BEDROCK.  THE DISK IS STAMPED KIETH NO. 2 1935.
 CB0869
 CB0869                          STATION RECOVERY (1971)
 CB0869
 CB0869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (EGE)
 CB0869'THIS STATION WAS NOT OCCUPIED, THUS REFERENCE MARK DISTANCES
 CB0869'AND DIRECTIONS WERE NOT REMEASURED.
 CB0869'
 CB0869'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 CB0869'AS DESCRIBED IN USGS RECOVERY OF 1956.  A USC AND GS WITNESS
 CB0869'SIGN WAS ATTACHED TO EAST-WEST FENCE 12 FEET SOUTH OF SURFACE
 CB0869'MARK THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5524 ***********************************************************************
 AH5524  DESIGNATION -  KIETH ET
 AH5524  PID         -  AH5524
 AH5524  STATE/COUNTY-  TX/FRANKLIN
 AH5524  USGS QUAD   -  MITCHELL CREEK (1963)
 AH5524
 AH5524                         *CURRENT SURVEY CONTROL
 AH5524  ___________________________________________________________________
 AH5524* NAD 83(1993)-  33 19 53.71665(N)    095 16 58.67252(W)     ADJUSTED  
 AH5524* NAVD 88     -       121.72   (+/-2cm)     399.3    (feet)  VERTCON   
 AH5524  ___________________________________________________________________
 AH5524  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AH5524  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AH5524
 AH5524  HORZ ORDER  -  THIRD
 AH5524  VERT ORDER  -  THIRD ? (See Below)
 AH5524
 AH5524.The horizontal coordinates were established by classical geodetic methods
 AH5524.and adjusted by the National Geodetic Survey in July 1998..
 AH5524
 AH5524.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5524.The vertical order pertains to the NGVD 29 superseded value.
 AH5524
 AH5524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5524
 AH5524.The geoid height was determined by GEOID03.
 AH5524
 AH5524;                    North         East     Units Scale Factor Converg.
 AH5524;SPC TXNC     - 2,189,208.962   899,431.295   MT  0.99988452   +1 45 16.4
 AH5524;SPC TXNC     - 7,182,429.74  2,950,884.17   sFT  0.99988452   +1 45 16.4
 AH5524;UTM  15      - 3,690,374.660   287,513.818   MT  1.00015669   -1 15 17.7
 AH5524
 AH5524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5524!SPC TXNC     -   0.99998507  x   0.99988452  =   0.99986960
 AH5524!UTM  15      -   0.99998507  x   1.00015669  =   1.00014176
 AH5524
 AH5524                          SUPERSEDED SURVEY CONTROL
 AH5524
 AH5524  NGVD 29 (07/28/98)  121.72   (m)          399.3    (f) LEVELING    3  
 AH5524
 AH5524.Superseded values are not recommended for survey control.
 AH5524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5524.See file dsdata.txt to determine how the superseded data were derived.
 AH5524
 AH5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS8751490375(NAD 83)
 AH5524_MARKER: DS = TRIANGULATION STATION DISK
 AH5524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5524_PROJECTION: FLUSH
 AH5524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5524+STABILITY: SURFACE MOTION
 AH5524
 AH5524  HISTORY     - Date     Condition        Report By
 AH5524  HISTORY     - 1962     MONUMENTED       USGS
 AH5524
 AH5524                          STATION DESCRIPTION
 AH5524
 AH5524'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AH5524'LOCATED ABOUT 2.3 MI. W. OF HAGANSPORT AND 6.8 MI. E. OF SULPHUR
 AH5524'BLUFF, 57 FT. S. OF FARM ROAD 71 AT RIGHT ANGLE CURVE IN RD., 4 FT. N.
 AH5524'OF FENCE.
 AH5524'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND FARM ROAD 71 AT
 AH5524'HAGANSPORT, DRIVE 2.3 MI. W. ALONG FARM ROAD 71 TO THE STATION MARK ON
 AH5524'THE LEFT (S.) SIDE OF RD.
 AH5524'STATION MARK--STANDARD TABLET STAMPED---KIETH-ET 1962---, SET IN A
 AH5524'CONCRETE POST PROJECTING 4 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1935 ***********************************************************************
 AY1935  DESIGNATION -  KIGHT
 AY1935  PID         -  AY1935
 AY1935  STATE/COUNTY-  TX/BEXAR
 AY1935  USGS QUAD   -  THELMA (1973)
 AY1935
 AY1935                         *CURRENT SURVEY CONTROL
 AY1935  ___________________________________________________________________
 AY1935* NAD 83(1993)-  29 11 06.59034(N)    098 34 06.62095(W)     ADJUSTED  
 AY1935* NAVD 88     -       239.0    (meters)     784.     (feet)  VERTCON   
 AY1935  ___________________________________________________________________
 AY1935  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AY1935  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AY1935
 AY1935  HORZ ORDER  -  FIRST
 AY1935
 AY1935.The horizontal coordinates were established by classical geodetic methods
 AY1935.and adjusted by the National Geodetic Survey in February 1996..
 AY1935
 AY1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1935
 AY1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1935
 AY1935.The geoid height was determined by GEOID03.
 AY1935
 AY1935;                    North         East     Units Scale Factor Converg.
 AY1935;SPC TXSC     - 4,149,896.121   641,963.479   MT  0.99986664   +0 12 41.0
 AY1935;SPC TXSC     -13,615,117.52  2,106,175.18   sFT  0.99986664   +0 12 41.0
 AY1935;UTM  14      - 3,228,577.515   541,952.594   MT  0.99962172   +0 12 37.5
 AY1935
 AY1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1935!SPC TXSC     -   0.99996642  x   0.99986664  =   0.99983306
 AY1935!UTM  14      -   0.99996642  x   0.99962172  =   0.99958815
 AY1935
 AY1935|---------------------------------------------------------------------|
 AY1935| PID    Reference Object                     Distance      Geod. Az  |
 AY1935|                                                           dddmmss.s |
 AY1935| CV5364 KIGHT RM 3                           19.661 METERS 06705     |
 AY1935| CV5362 KIGHT RM 1                           22.694 METERS 09651     |
 AY1935| CV5361 KIGHT AZ MK 2                                      2841904.7 |
 AY1935| CV5360 KIGHT AZ MK                                        2951313.4 |
 AY1935| CV5363 KIGHT RM 2                           23.228 METERS 32548     |
 AY1935|---------------------------------------------------------------------|
 AY1935
 AY1935                          SUPERSEDED SURVEY CONTROL
 AY1935
 AY1935  NAD 83(1986)-  29 11 06.59501(N)    098 34 06.60182(W) AD(       ) 1
 AY1935  NAD 27      -  29 11 05.72700(N)    098 34 05.53900(W) AD(       ) 1
 AY1935  NGVD 29 (07/19/86)  238.9    (m)          784.     (f) VERT ANG       
 AY1935
 AY1935.Superseded values are not recommended for survey control.
 AY1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1935.See file dsdata.txt to determine how the superseded data were derived.
 AY1935
 AY1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT4195328578(NAD 83)
 AY1935_MARKER: DS = TRIANGULATION STATION DISK
 AY1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1935
 AY1935  HISTORY     - Date     Condition        Report By
 AY1935  HISTORY     - 1953     MONUMENTED       CGS
 AY1935  HISTORY     - 1956     GOOD             AMS
 AY1935  HISTORY     - 1975     GOOD             NGS
 AY1935  HISTORY     - 1979     GOOD             TXHD
 AY1935  HISTORY     - 19990412 MARK NOT FOUND   USPSQD
 AY1935
 AY1935                          STATION DESCRIPTION
 AY1935
 AY1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY1935'THE STATION IS LOCATED ABOUT 20 MILES SOUTH OF THE SOUTHWEST
 AY1935'CITY LIMITS OF SAN ANTONIO, 6 MILES SOUTHEAST OF SOMERSET
 AY1935'AND 1 MILE EAST OF STATE HIGHWAY 346.  IT IS NEAR THE TOP OF
 AY1935'A SANDY RIDGE ABOUT 1 MILE WEST OF THE KIGHT SAND PIT.
 AY1935'
 AY1935'TO REACH FROM THE JUNCTION OF LOOP 13 AND STATE HIGHWAY 346 NEAR
 AY1935'THE SOUTHWEST CITY LIMITS OF SAN ANTONIO, GO SOUTH ON STATE
 AY1935'HIGHWAY 346 FOR 0.3 MILE TO A Y-FORK.  BEAR LEFT AND GO ON
 AY1935'STATE HIGHWAY 346 FOR 12.3 MILES TO THE BLUE STAR BAR ON
 AY1935'THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A SIDE
 AY1935'ROAD LEFT.  TURN LEFT ON THE KIGHT SAND PIT ROAD AND GO EASTERLY
 AY1935'FOR 0.7 MILE TO A FARM HOUSE ON THE LEFT AND A CATTLE GUARD.
 AY1935'CROSS THE CATTLE GUARD AND CONTINUE STRAIGHT AHEAD FOR 0.15
 AY1935'MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF ROAD.
 AY1935'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A DIVIDE IN THE
 AY1935'ROAD.  BEAR RIGHT, LEAVE ROAD AND GO 0.1 MILE IN A
 AY1935'SOUTHEASTERLY DIRECTION TO THE SOUTHEAST EDGE OF A
 AY1935'SLIGHTLY CLEARED AREA AND THE STATION SITE NEAR THE
 AY1935'HIGHEST POINT OF THE RIDGE.
 AY1935'
 AY1935'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 AY1935'POSTS.
 AY1935'
 AY1935'THE STATION MARK IS STAMPED KIGHT 1953, AND IT PROJECTS 6 INCHES.
 AY1935'THE MARK IS LOCATED NEAR THE SOUTHEAST LIMITS OF A SLIGHTLY
 AY1935'CLEARED AREA, 125 YARDS SOUTH OF A GRADED ROAD.
 AY1935'
 AY1935'REFERENCE MARK NO. 1 IS STAMPED KIGHT NO 1 1953, AND IT
 AY1935'PROJECTS 6 INCHES.  THE MARK IS NORTHEAST OF THE STATION AND
 AY1935'ABOUT 2-1/2 FEET LOWER.
 AY1935'
 AY1935'REFERENCE MARK NO. 2 IS STAMPED KIGHT NO 2 1953, AND IT
 AY1935'PROJECTS 4 INCHES.  THE MARK IS NORTHWEST OF THE STATION
 AY1935'AND ABOUT 3 FEET LOWER.
 AY1935'
 AY1935'THE AZIMUTH MARK IS STAMPED KIGHT 1953, AND IT PROJECTS
 AY1935'4 INCHES.  THE MARK IS LOCATED ABOUT 0.15 MILE WEST OF THE
 AY1935'STATION.  100 YARDS EAST OF A FENCE CORNER.  29 FEET SOUTH
 AY1935'OF A FENCE LINE AND 5 FEET SOUTHEAST OF A WHITE WITNESS POST.
 AY1935'
 AY1935'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 AY1935
 AY1935                          STATION RECOVERY (1956)
 AY1935
 AY1935'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1956
 AY1935'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 AY1935'STATION LOCATED 316.0 FT. SOUTH OF THE CENTERLINE OF EAST-WEST
 AY1935'ROAD, 143.0 FT. SOUTH-EAST OF LONE BLACK BUSH, 11.0 FT. WEST
 AY1935'OF THE WEST TIP OF BUSH LINE, 6.0 FT. EAST OF THE EAST TIP
 AY1935'OF LARGE BUSH.
 AY1935
 AY1935                          STATION RECOVERY (1975)
 AY1935
 AY1935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 AY1935'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH ON LINE.
 AY1935'
 AY1935'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 AY1935'IN GOOD CONDITION.  THE AZIMUTH MARK NOW PROJECTS ABOUT 18 INCHES
 AY1935'ABOVE THE GROUND SURFACE, BUT WAS LEFT AS IS.  REFERENCE MARK 1
 AY1935'HAS BEEN DESTROYED, REFERENCE MARK 3 AND AZIMUTH MARK 2 WAS
 AY1935'ESTABLISHED AT THIS TIME.  A CHECK WAS MADE FOR DISTANCE AND
 AY1935'DIRECTION TO THE MARKS.  THE DISTANCE AND DIRECTION TO THE
 AY1935'AZIMUTH MARK ARE ADEQUATE.  THE DISTANCE TO REFERENCE MARK 2
 AY1935'WAS FOUND CORRECT, A DIFFERENCE IN DIRECTION WAS NOTED TO BE
 AY1935'LARGER BY 2 MINUTES AND 21 SECONDS.  DUE TO CHANGES A COMPLETE
 AY1935'NEW DESCRIPTION FOLLOWS.
 AY1935'
 AY1935'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF POTEET, 8 MILES
 AY1935'SOUTHWEST OF BUENA VISTA, 5 MILES SOUTHEAST OF SOMERSET, 1 MILE
 AY1935'EAST OF STATE HIGHWAY 16 AND ON A BRUSH COVERED SANDY RIDGE THAT
 AY1935'IS THE FREDDIE E. HARRIS SAND AND CLAY COMPANY.  PERMISSION
 AY1935'GRANTED BY MR. LEON HARRIS, PHONE NUMBER 512-624-2114.  THE
 AY1935'OFFICE IS ON THE WAY TO THE STATION.
 AY1935'
 AY1935'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 16 AND FARM ROAD
 AY1935'476 (ALSO LOOP 282) AT THE NORTHWEST EDGE OF POTEET, GO
 AY1935'NORTHERLY ON STATE HIGHWAY 16 FOR 8.8 MILES TO A BLADED ROAD
 AY1935'RIGHT AND SIGN FREDDIE E. HARRIS SAND AND CLAY.  (TO REACH
 AY1935'AZIMUTH MARKS, CONTINUE NORTH ON HIGHWAY 16 FOR 0.8 MILE TO A
 AY1935'GRADED SAND ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.3 MILES TO
 AY1935'AZIMUTH MARK 2 ON THE LEFT.  CONTINUE EASTERLY FOLLOWING SAND
 AY1935'ROAD FOR 0.65 MILE TO AZIMUTH MARK ON THE RIGHT.) TURN RIGHT
 AY1935'AND GO EAST FOR 0.1 MILE TO THE OFFICE ON THE LEFT.  CONTINUE
 AY1935'EASTERLY ON BLADED ROAD PASSING TO THE SOUTH OF AN EQUIPMENT
 AY1935'SHED AND GO 0.5 MILE TO A WIRE MESH GATE.  PASS THROUGH
 AY1935'GATE, TURN LEFT AND PASS THROUGH ANOTHER GATE AND A FORK
 AY1935'NORTH OF THIS GATE.  TAKE THE RIGHT FORK AND GO NORTHERLY FOR
 AY1935'0.25 MILE TO A T ROAD, TURN RIGHT AND GO EASTERLY FOR 0.15
 AY1935'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOLLOWING
 AY1935'SANDY ROAD FOR 0.55 MILES TO FENCE CORNER, TURN LEFT FOLLOWING
 AY1935'SAND ROAD WEST FOR 0.15 MILE TO THE STATION ON THE LEFT,
 AY1935'SOUTH SIDE OF ROAD.
 AY1935'
 AY1935'STATION MARKS ARE STANDARD DISK STAMPED KIGHT 1953.  THE SURFACE
 AY1935'DISK IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT
 AY1935'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET SOUTH
 AY1935'OF FENCE LINE, 60 FEET SOUTH OF THE APPROXIMATE CENTER OF SAND
 AY1935'ROAD AND 3 FEET NORTH OF METAL WITNESS POST WITH SIGN
 AY1935'ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 AY1935'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 AY1935'
 AY1935'REFERENCE MARK 2, A STANDARD REFERENCE MARK DISK STAMPED KIGHT
 AY1935'NO 2 1953, IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT
 AY1935'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 10 FEET
 AY1935'NORTH OF THE APPROXIMATE CENTER OF SAND ROAD AND 1 FOOT SOUTH
 AY1935'OF FENCE LINE.
 AY1935'
 AY1935'REFERENCE MARK 3, A STANDARD REFERENCE MARK DISK STAMPED KIGHT
 AY1935'NO 3 1953 1975, IS SET IN THE TOP OF 12-INCH CYLINDRICAL
 AY1935'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND
 AY1935'SURFACE.  IT IS 40 FEET SOUTH OF FENCE LINE, 30 FEET SOUTH OF
 AY1935'THE APPROXIMATE CENTER OF SAND ROAD AND 15 FEET NORTHEAST OF A
 AY1935'15 INCH OAK TREE.
 AY1935'
 AY1935'AZIMUTH MARK, A STANDARD DISK STAMPED KIGHT 1953, IS SET IN
 AY1935'THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 18
 AY1935'INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET SOUTH OF THE
 AY1935'SOUTH EDGE OF A BLADED SAND ROAD AND 12 FEET NORTH OF A CUT BANK.
 AY1935'
 AY1935'AZIMUTH MARK 2, A STANDARD REFERENCE MARK DISK STAMPED KIGHT
 AY1935'1953 AZ 2 1975, IS SET IN THE TOP OF 12X12 INCH CONCRETE
 AY1935'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 AY1935'24 FEET NORTH OF THE APPROXIMATE CENTER OF ROAD, 20 FEET
 AY1935'SOUTHWEST OF 15 INCH OAK TREE, 1.5 FEET SOUTHEAST OF A METAL
 AY1935'WITNESS POST AND 1 FOOT SOUTH OF FENCELINE.
 AY1935'
 AY1935'HEIGHT OF LIGHT ABOVE STATION MARK 59.0 FEET.
 AY1935'
 AY1935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AY1935'ABOUT 5 MILES SOUTHEAST OF SOMERSET.
 AY1935
 AY1935                          STATION RECOVERY (1979)
 AY1935
 AY1935'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1979 (CLJ)
 AY1935'KIGHT 1953 RECOVERED GOOD.
 AY1935'
 AY1935'AZIMUTH MARK NO. 2 1953-1975 RECOVERED GOOD.
 AY1935'
 AY1935'RM NO. 1, GOOD.
 AY1935'
 AY1935'RM NO. 2 NOT FOUND.
 AY1935'
 AY1935'THE 1975 DESCRIPTION IS ADEQUATE FOR RECOVERY OF ALL MARKS.
 AY1935'
 AY1935'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST OF
 AY1935'SOMERSET.
 AY1935
 AY1935                          STATION RECOVERY (1999)
 AY1935
 AY1935'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4900 ***********************************************************************
 AH4900  DESIGNATION -  KILBORN ET
 AH4900  PID         -  AH4900
 AH4900  STATE/COUNTY-  TX/BLANCO
 AH4900  USGS QUAD   -  HYE (1961)
 AH4900
 AH4900                         *CURRENT SURVEY CONTROL
 AH4900  ___________________________________________________________________
 AH4900* NAD 83(1993)-  30 09 20.19757(N)    098 33 07.88823(W)     ADJUSTED  
 AH4900* NAVD 88     -       566.74   (+/-2cm)    1859.4    (feet)  VERTCON   
 AH4900  ___________________________________________________________________
 AH4900  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 AH4900  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AH4900
 AH4900  HORZ ORDER  -  THIRD
 AH4900  VERT ORDER  -  THIRD ? (See Below)
 AH4900
 AH4900.The horizontal coordinates were established by classical geodetic methods
 AH4900.and adjusted by the National Geodetic Survey in July 1998..
 AH4900
 AH4900.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4900.The vertical order pertains to the NGVD 29 superseded value.
 AH4900
 AH4900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4900
 AH4900.The geoid height was determined by GEOID03.
 AH4900
 AH4900;                    North         East     Units Scale Factor Converg.
 AH4900;SPC TX C     - 3,055,577.002   871,577.951   MT  0.99998983   +0 55 02.6
 AH4900;SPC TX C     -10,024,838.88  2,859,501.99   sFT  0.99998983   +0 55 02.6
 AH4900;UTM  14      - 3,336,113.110   543,122.802   MT  0.99962294   +0 13 29.9
 AH4900
 AH4900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4900!SPC TX C     -   0.99991464  x   0.99998983  =   0.99990447
 AH4900!UTM  14      -   0.99991464  x   0.99962294  =   0.99953761
 AH4900
 AH4900                          SUPERSEDED SURVEY CONTROL
 AH4900
 AH4900  NGVD 29 (07/28/98)  566.65   (m)         1859.1    (f) LEVELING    3  
 AH4900
 AH4900.Superseded values are not recommended for survey control.
 AH4900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4900.See file dsdata.txt to determine how the superseded data were derived.
 AH4900
 AH4900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU4312336113(NAD 83)
 AH4900_MARKER: DS = TRIANGULATION STATION DISK
 AH4900_SETTING: 66 = SET IN ROCK OUTCROP
 AH4900_PROJECTION: FLUSH
 AH4900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH4900+STABILITY: POSITION/ELEVATION WELL
 AH4900
 AH4900  HISTORY     - Date     Condition        Report By
 AH4900  HISTORY     - 1959     MONUMENTED       USGS
 AH4900
 AH4900                          STATION DESCRIPTION
 AH4900
 AH4900'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH4900'STATION IS LOCATED ABOUT 8 MI. SE. OF STONEWALL, IN CLEARING ON FLAT
 AH4900'TOPPED HILL, ABOUT 400 FT. SW. OF FARM ROAD NO. 1623 WHERE IT CROSSES
 AH4900'THE DIVIDE BETWEEN THE PEDERNALES AND THE BLANCO RIVERS WATERSHEDS,
 AH4900'ABOUT 35 FT. E. OF A 10 IN. OAK TREE.
 AH4900'TO REACH FROM STONEWALL POST OFFICE, GO E. ALONG U.S. HIGHWAY 290 FOR
 AH4900'0.7 MI., THENCE RIGHT ALONG FARM ROAD NO. 1623 FOR 9.6 MI. TO TOP OF
 AH4900'DIVIDE AND STATION AS DESCRIBED ABOVE.
 AH4900'STATION MARK--STANDARD TABLET SET IN BEDROCK FLUSH WITH GROUND AND
 AH4900'STAMPED---KILBORN - ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1087 ***********************************************************************
 CR1087  DESIGNATION -  KILDARE
 CR1087  PID         -  CR1087
 CR1087  STATE/COUNTY-  TX/CASS
 CR1087  USGS QUAD   -  LANIER (1962)
 CR1087
 CR1087                         *CURRENT SURVEY CONTROL
 CR1087  ___________________________________________________________________
 CR1087* NAD 83(1993)-  32 56 56.76571(N)    094 15 04.46484(W)     ADJUSTED  
 CR1087* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 CR1087  ___________________________________________________________________
 CR1087  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 CR1087  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CR1087
 CR1087  HORZ ORDER  -  SECOND
 CR1087
 CR1087.The horizontal coordinates were established by classical geodetic methods
 CR1087.and adjusted by the National Geodetic Survey in February 1996..
 CR1087
 CR1087.The orthometric height was scaled from a topographic map.
 CR1087
 CR1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1087
 CR1087.The geoid height was determined by GEOID03.
 CR1087
 CR1087;                    North         East     Units Scale Factor Converg.
 CR1087;SPC TXNC     - 2,150,240.558   997,129.828   MT  0.99987422   +2 19 02.1
 CR1087;SPC TXNC     - 7,054,580.90  3,271,416.78   sFT  0.99987422   +2 19 02.1
 CR1087;UTM  15      - 3,646,339.018   383,043.457   MT  0.99976866   -0 40 50.2
 CR1087
 CR1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1087!SPC TXNC     -   0.99998549  x   0.99987422  =   0.99985971
 CR1087!UTM  15      -   0.99998549  x   0.99976866  =   0.99975415
 CR1087
 CR1087|---------------------------------------------------------------------|
 CR1087| PID    Reference Object                     Distance      Geod. Az  |
 CR1087|                                                           dddmmss.s |
 CR1087| CR1084 KILDARE LOOKOUT TOWER                27.860 METERS 11605     |
 CR1087| CX6595 KILDARE AZ MK                                      1622725.4 |
 CR1087| CX6596 KILDARE RM 2                         21.685 METERS 19535     |
 CR1087| CR1085 PRUITT                              APPROX.11.2 KM 2391053.9 |
 CR1087|---------------------------------------------------------------------|
 CR1087
 CR1087                          SUPERSEDED SURVEY CONTROL
 CR1087
 CR1087  NAD 83(1993)-  32 56 56.77045(N)    094 15 04.45680(W) AD(       ) 2
 CR1087  NAD 83(1986)-  32 56 56.77090(N)    094 15 04.45427(W) AD(       ) 2
 CR1087  NAD 27      -  32 56 56.28730(N)    094 15 03.77790(W) AD(       ) 2
 CR1087
 CR1087.Superseded values are not recommended for survey control.
 CR1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1087.See file dsdata.txt to determine how the superseded data were derived.
 CR1087
 CR1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8304346339(NAD 83)
 CR1087_MARKER: DS = TRIANGULATION STATION DISK
 CR1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR1087
 CR1087  HISTORY     - Date     Condition        Report By
 CR1087  HISTORY     - 1958     MONUMENTED       CGS
 CR1087  HISTORY     - 1959     GOOD             CGS
 CR1087
 CR1087                          STATION DESCRIPTION
 CR1087
 CR1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1087'THE STATION IS LOCATED ABOUT 0.5 MILE AIRLINE NORTH-NORTHWEST
 CR1087'OF KILDARE AND ABOUT 8 MILES SOUTHEAST OF LINDEN.  IT IS
 CR1087'91.41 FEET WEST-NORTHWEST OF THE CENTER OF THE KILDARE, FOREST
 CR1087'SERVICE LOOKOUT TOWER, 28 FEET SOUTHWEST OF AN 18-INCH PINE
 CR1087'TREE, 21 FEET EAST OF A FENCE LINE AND 2 FEET SOUTH OF A
 CR1087'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 CR1087'KILDARE 1958.
 CR1087'
 CR1087'REFERENCE MARK NO. 1 IS SET DIRECTLY UNDER THE CENTER OF THE
 CR1087'FOREST SERVICE LOOKOUT TOWER.  THE MARK IS FLUSH WITH THE
 CR1087'GROUND AND IS STAMPED KILDARE NO 1 1958.
 CR1087'
 CR1087'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE CENTER OF THE
 CR1087'DRIVEWAY AND 3 FEET EAST OF A FENCE LINE.  THE MARK IS FLUSH
 CR1087'WITH THE GROUND AND IS STAMPED KILDARE NO 2 1958.
 CR1087'
 CR1087'THE AZIMUTH MARK IS 72 FEET WEST OF THE NORTHWEST CORNER OF
 CR1087'A CHURCH, 25 FEET WEST OF THE CENTER OF A DIRT ROAD, 1.5
 CR1087'FEET SOUTH OF A WITNESS POST AND ABOUT 6 INCHES EAST OF A
 CR1087'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND IS STAMPED KILDARE
 CR1087'1958.
 CR1087'
 CR1087'TO REACH THE STATION FROM THE BRIDGE OVER THE RAILROAD TRACK
 CR1087'IN KILDARE GO NORTHWEST ON STATE ROAD 248 AND STATE ROAD 125
 CR1087'FOR 0.1 MILE TO A CROSS ROAD.  TURN RIGHT ON THE DIRT ROAD
 CR1087'AND GO ABOUT 100 YARDS TO THE AZIMUTH MARK ON THE LEFT,
 CR1087'CONTINUE ON FOR ABOUT 0.4 MILE TO A DRIVEWAY ON THE RIGHT
 CR1087'TO THE FOREST SERVICE LOOKOUT TOWER AND THE STATION AS
 CR1087'DESCRIBED.
 CR1087'
 CR1087'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 CR1087
 CR1087                          STATION RECOVERY (1959)
 CR1087
 CR1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WCR)
 CR1087'THIS STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED IN
 CR1087'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS IN THE
 CR1087'AREA OF A NEW CHURCH YARD AND THE LEVEL OF THE YARD WAS BEING
 CR1087'LOWERED ABOUT 4 FEET.  IT WAS REMOVED AT THE REQUEST OF THE
 CR1087'CHURCH BUILDING COMMITTEE.  THE MARK WAS NOT VISIBLE FROM
 CR1087'THE STATION DUE TO TIMBER AND A NEW MARK WAS NOT SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1084 ***********************************************************************
 CR1084  DESIGNATION -  KILDARE LOOKOUT TOWER
 CR1084  PID         -  CR1084
 CR1084  STATE/COUNTY-  TX/CASS
 CR1084  USGS QUAD   -  LANIER (1962)
 CR1084
 CR1084                         *CURRENT SURVEY CONTROL
 CR1084  ___________________________________________________________________
 CR1084* NAD 83(1993)-  32 56 56.36815(N)    094 15 03.50143(W)     ADJUSTED  
 CR1084* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 CR1084  ___________________________________________________________________
 CR1084  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 CR1084  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CR1084
 CR1084  HORZ ORDER  -  SECOND
 CR1084
 CR1084.The horizontal coordinates were established by classical geodetic methods
 CR1084.and adjusted by the National Geodetic Survey in February 1996..
 CR1084
 CR1084.The orthometric height was scaled from a topographic map.
 CR1084
 CR1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1084
 CR1084.The geoid height was determined by GEOID03.
 CR1084
 CR1084;                    North         East     Units Scale Factor Converg.
 CR1084;SPC TXNC     - 2,150,229.334   997,155.323   MT  0.99987422   +2 19 02.6
 CR1084;SPC TXNC     - 7,054,544.07  3,271,500.42   sFT  0.99987422   +2 19 02.6
 CR1084;UTM  15      - 3,646,326.477   383,068.328   MT  0.99976859   -0 40 49.7
 CR1084
 CR1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CR1084!SPC TXNC     -   0.99998533  x   0.99987422  =   0.99985955
 CR1084!UTM  15      -   0.99998533  x   0.99976859  =   0.99975393
 CR1084
 CR1084                          SUPERSEDED SURVEY CONTROL
 CR1084
 CR1084  NAD 83(1993)-  32 56 56.37290(N)    094 15 03.49338(W) AD(       ) 2
 CR1084  NAD 83(1986)-  32 56 56.37335(N)    094 15 03.49086(W) AD(       ) 2
 CR1084  NAD 27      -  32 56 55.88970(N)    094 15 02.81450(W) AD(       ) 2
 CR1084
 CR1084.Superseded values are not recommended for survey control.
 CR1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1084.See file dsdata.txt to determine how the superseded data were derived.
 CR1084
 CR1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS8306846326(NAD 83)
 CR1084_MARKER: 57 = LOOKOUT TOWER
 CR1084
 CR1084  HISTORY     - Date     Condition        Report By
 CR1084  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1084
 CR1084                          STATION DESCRIPTION
 CR1084
 CR1084'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1270 ***********************************************************************
 DM1270  DESIGNATION -  KILFOYL RESET
 DM1270  PID         -  DM1270
 DM1270  STATE/COUNTY-  TX/TITUS
 DM1270  USGS QUAD   -  HARVARD (1963)
 DM1270
 DM1270                         *CURRENT SURVEY CONTROL
 DM1270  ___________________________________________________________________
 DM1270* NAD 83(1993)-  33 06 04.25002(N)    094 58 10.53492(W)     ADJUSTED  
 DM1270* NAVD 88     -       111.6    (meters)     366.     (feet)  VERTCON   
 DM1270  ___________________________________________________________________
 DM1270  X           -    -463,318.356 (meters)                     COMP
 DM1270  Y           -  -5,328,320.237 (meters)                     COMP
 DM1270  Z           -   3,463,410.735 (meters)                     COMP
 DM1270  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DM1270  ELLIP HEIGHT-          84.93  (meters)          (02/16/96) GPS OBS
 DM1270  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM1270
 DM1270  HORZ ORDER  -  FIRST
 DM1270  ELLP ORDER  -  FIFTH     CLASS I
 DM1270
 DM1270.The horizontal coordinates were established by classical geodetic methods
 DM1270.and adjusted by the National Geodetic Survey in February 1996..
 DM1270
 DM1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DM1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DM1270
 DM1270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1270
 DM1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1270
 DM1270.The ellipsoidal height was determined by GPS observations
 DM1270.and is referenced to NAD 83.
 DM1270
 DM1270.The geoid height was determined by GEOID03.
 DM1270
 DM1270;                    North         East     Units Scale Factor Converg.
 DM1270;SPC TXNC     - 2,164,609.105   929,446.913   MT  0.99987299   +1 55 31.7
 DM1270;SPC TXNC     - 7,101,721.71  3,049,360.41   sFT  0.99987299   +1 55 31.7
 DM1270;UTM  15      - 3,664,229.562   316,204.397   MT  1.00001652   -1 04 33.4
 DM1270
 DM1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1270!SPC TXNC     -   0.99998667  x   0.99987299  =   0.99985966
 DM1270!UTM  15      -   0.99998667  x   1.00001652  =   1.00000319
 DM1270
 DM1270|---------------------------------------------------------------------|
 DM1270| PID    Reference Object                     Distance      Geod. Az  |
 DM1270|                                                           dddmmss.s |
 DM1270| CX6599 KILFOYL RM 1                         29.060 METERS 12852     |
 DM1270| CX6597 KILFOYL AZ MK                                      1772819.0 |
 DM1270| CR1226 PITTSBURG MUNICIPAL TANK            APPROX.11.4 KM 1800059.0 |
 DM1270| CX6598 KILFOYL AZ MK 2                                    1944737.2 |
 DM1270| CX6601 KILFOYL RM 3                         34.170 METERS 25502     |
 DM1270| CX6600 KILFOYL RM 2                         30.480 METERS 29157     |
 DM1270| DM1370 MT PLEASANT RAD STA KIMP MAST       APPROX. 7.9 KM 3342924.5 |
 DM1270| DM1274 MT PLEASANT TALCO PLINE CO MST      APPROX. 6.4 KM 3422234.7 |
 DM1270| CX6602 KILFOYL RM 4                         27.239 METERS 35455     |
 DM1270| DM1271 MOUNT PLEASANT MUNICIPAL TANK       APPROX. 7.5 KM 3552141.6 |
 DM1270|---------------------------------------------------------------------|
 DM1270
 DM1270                          SUPERSEDED SURVEY CONTROL
 DM1270
 DM1270  NAD 83(1993)-  33 06 04.25301(N)    094 58 10.53076(W) AD(       ) 1
 DM1270  ELLIP H (01/21/93)   84.75   (m)                       GP(       ) 4 2
 DM1270  NAD 83(1986)-  33 06 04.25195(N)    094 58 10.52156(W) AD(       ) 1
 DM1270  NAD 27      -  33 06 03.78449(N)    094 58 09.72379(W) AD(       ) 3
 DM1270  NGVD 29 (12/08/88)  111.6    (m)          366.     (f) GPS OBS        
 DM1270
 DM1270.Superseded values are not recommended for survey control.
 DM1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1270.See file dsdata.txt to determine how the superseded data were derived.
 DM1270
 DM1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS1620464230(NAD 83)
 DM1270_MARKER: DH = HORIZONTAL CONTROL DISK
 DM1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1270_SP_SET: CONCRETE POST
 DM1270_STAMPING: KILFOYL 1950 1974
 DM1270_MARK LOGO: CGS   
 DM1270_PROJECTION: FLUSH
 DM1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1270+STABILITY: SURFACE MOTION
 DM1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1270+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1988
 DM1270
 DM1270  HISTORY     - Date     Condition        Report By
 DM1270  HISTORY     - 1974     MONUMENTED       NGS
 DM1270  HISTORY     - 1974     GOOD             NGS
 DM1270  HISTORY     - 19871015 GOOD             NGS
 DM1270  HISTORY     - 19880125 GOOD
 DM1270
 DM1270                          STATION DESCRIPTION
 DM1270
 DM1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 DM1270'THE STATION SUB-SURFACE MARK, REFERENCE MARK NO.3 AND THE AZIMUTH
 DM1270'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 DM1270'SURFACE MARK AND REFERENCE MARK NO.1, WERE FOUND TO HAVE BEEN
 DM1270'DESTROYED.
 DM1270'
 DM1270'A DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO.3, THE
 DM1270'DIRECTION TO THE REFERENCE MARK WAS VERIFIED.
 DM1270'
 DM1270'THE STATION SURFACE MARK AND REFERENCE MARK NO.4, WERE ESTABLISHED
 DM1270'AT THIS TIME.
 DM1270'
 DM1270'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DM1270'
 DM1270'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF PITTSBURG, 5 MILES
 DM1270'SOUTH OF MT. PLEASANT, 2 MILES NORTH OF THE CYPRESS CREEK BRIDGE AND
 DM1270'ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 271.
 DM1270'
 DM1270'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 67 AND
 DM1270'271 IN MT. PLEASANT, GO SOUTH ON U.S. HWY. 271 FOR 4.8 MILES TO
 DM1270'STATION ON THE LEFT.
 DM1270'
 DM1270'STATION IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE POST,
 DM1270'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED KILFOYL
 DM1270'1950 1974.  IT IS 70 FEET NORTH OF THE CENTER OF DRIVE-WAY, 75 FEET
 DM1270'SOUTH OF A BURIED CABLE OUTLET BOX, 52 FEET EAST OF THE
 DM1270'CENTER-LINE OF HIGHWAY, 42 FEET NORTH OF A BURIED PIPE-LINE OUTLET
 DM1270'VALVE, 37 FEET NORTH OF A FENCE-CORNER AND 1-FOOT NORTHEAST OF
 DM1270'A METAL WITNESS POST.
 DM1270'
 DM1270'REFERENCE MARK NO.3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 DM1270'CONCRETE POST, THAT PROJECTS ABOUT 3-INCHES AND IS STAMPED KILFOYL
 DM1270'NO 3 1950 1959.  IT IS 59 FEET WEST OF THE CENTER-LINE OF HIGHWAY,
 DM1270'35 FEET EAST OF THE EAST RAIL OF RAIL-ROAD TRACKS, 29 FEET NORTH
 DM1270'OF THE CENTER OF WHAT WAS AT ONE TIME A RAIL-ROAD CROSSING.
 DM1270'
 DM1270'REFERENCE MARK NO.4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DM1270'CONCRETE POST, THAT IS FLUSH WITH THE GROUND AND IS STAMPED KILFOYL
 DM1270'1950 NO 4 1974.  IT IS 50 FEET EAST OF THE CENTER-LINE OF HIGHWAY,
 DM1270'14 FEET NORTH OF A BURIED CABLE OUTLET BOX AND 2 FEET WEST OF A
 DM1270'TWIN TRUNK TREE.
 DM1270'
 DM1270'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 DM1270'POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED KILFOYL 1950
 DM1270'1959.  IT IS 82 FEET NORTHEAST OF A HI-LINE POLE, 27 FEET NORTH OF
 DM1270'THE CENTER OF ROAD, 10 FEET WEST OF A LONE TWIN TRUNK TREE, 1-FOOT
 DM1270'SOUTH OF FENCE-LINE AND 1-FOOT EAST OF A METAL WITNESS POST.
 DM1270'
 DM1270'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.25 MILE
 DM1270'TO CROSSROADS, TURN RIGHT AND GO WEST ON SURFACE ROAD FOR 0.05 MILE
 DM1270'TO MARK.
 DM1270'
 DM1270'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MT. PLEASANT
 DM1270'4-1/2 MILES (S).
 DM1270
 DM1270                          STATION RECOVERY (1974)
 DM1270
 DM1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DM1270'RECOVERED IN GOOD CONDITION.
 DM1270
 DM1270                          STATION RECOVERY (1987)
 DM1270
 DM1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DM1270'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTH OF PITTSBURG AND 6
 DM1270'KM (3.75 MI) SOUTH OF MT. PLEASANT, ALONG THE EAST SIDE OF U.S.
 DM1270'HIGHWAY 271, ON HIGHWAY RIGHT-OF-WAY. OWNERSHIP--TEXAS DEPARTMENT
 DM1270'OFHIGHWAYS, AUSTIN, TX.
 DM1270'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 271 AND STATE
 DM1270'HIGHWAY 11 IN PITTSBURG.  GO NORTH ON U.S. HIGHWAY 271 FOR 12.1 KM
 DM1270'(7.50 MI) TO FARM ROAD 3417 ON THE LEFT.  CONTINUE NORTH ON
 DM1270'U.S.HIGHWAY 271 FOR 0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT.
 DM1270'THE STATION MARK IS SET 20.7 M (67.9 FT) NORTH OF THE CENTER OF A
 DM1270'CLEARED LOT ENTRANCE, 15.6 M (51.2 FT) EAST OF THE CENTERLINE OF THE
 DM1270'HIGHWAY, 7.6 M (24.9 FT) SOUTHEAST OF A METAL POLE SUPPORTING AN
 DM1270'ADOPT A HIGHWAY PROGRAM SIGN, 2.9 M (9.5 FT) WEST OF A FENCE LINE,AND
 DM1270'0.4 M (1.3 FT) WEST OF A METAL WITNESS POST.
 DM1270'DESCRIBED BY B.L.L.
 DM1270
 DM1270                          STATION RECOVERY (1988)
 DM1270
 DM1270'RECOVERED 1988
 DM1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1167 ***********************************************************************
 CR1167  DESIGNATION -  KILGORE E MUNICIPAL TANK
 CR1167  PID         -  CR1167
 CR1167  STATE/COUNTY-  TX/GREGG
 CR1167  USGS QUAD   -  KILGORE NE (1971)
 CR1167
 CR1167                         *CURRENT SURVEY CONTROL
 CR1167  ___________________________________________________________________
 CR1167* NAD 83(1993)-  32 22 58.24922(N)    094 51 48.88222(W)     ADJUSTED  
 CR1167* NAVD 88     -                                                        
 CR1167  ___________________________________________________________________
 CR1167  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CR1167  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1167
 CR1167  HORZ ORDER  -  THIRD
 CR1167
 CR1167.The horizontal coordinates were established by classical geodetic methods
 CR1167.and adjusted by the National Geodetic Survey in February 1996..
 CR1167
 CR1167
 CR1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1167
 CR1167.The geoid height was determined by GEOID03.
 CR1167
 CR1167;                    North         East     Units Scale Factor Converg.
 CR1167;SPC TXNC     - 2,085,339.637   942,092.667   MT  0.99994024   +1 58 59.8
 CR1167;SPC TXNC     - 6,841,651.79  3,090,849.02   sFT  0.99994024   +1 58 59.8
 CR1167;UTM  15      - 3,584,399.885   324,697.127   MT  0.99997897   -0 59 54.0
 CR1167
 CR1167                          SUPERSEDED SURVEY CONTROL
 CR1167
 CR1167  NAD 83(1986)-  32 22 58.25734(N)    094 51 48.86959(W) AD(       ) 4
 CR1167  NAD 27      -  32 22 57.71800(N)    094 51 48.09000(W) AD(       ) 3
 CR1167
 CR1167.Superseded values are not recommended for survey control.
 CR1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1167.See file dsdata.txt to determine how the superseded data were derived.
 CR1167
 CR1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR2469784400(NAD 83)
 CR1167_MARKER: 53 = ELEVATED TANK
 CR1167
 CR1167  HISTORY     - Date     Condition        Report By
 CR1167  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1167  HISTORY     - 1958     GOOD             CGS
 CR1167  HISTORY     - 19910204 GOOD             USPSQD
 CR1167
 CR1167                          STATION DESCRIPTION
 CR1167
 CR1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1167'THIS STATION IS LOCATED AT THE END OF EAST ANDREWS STREET,
 CR1167'IN KILGORE.  IT IS A 10 LEGGED STEEL STRUCTURE, ABOUT 160 FEET
 CR1167'HIGH, 65 FEET IN DIAMETER AT THE BASE, AND IS SILVER IN COLOR.
 CR1167'
 CR1167'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CR1167
 CR1167                          STATION RECOVERY (1958)
 CR1167
 CR1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1167'THE STATION IS LOCATED IN THE EAST PART OF KILGORE.  IT IS 108
 CR1167'FEET NORTH OF EAST NORTH STREET.  THE TANK IS CIRCULAR IN SHAPE
 CR1167'WITH A RED LIGHT AT THE APEX OF THE ROOF AND IS PAINTED SILVER
 CR1167'IN COLOR.  IT IS SUPPORTED BY A 10 LEGGED STEEL STRUCTURE.  THE
 CR1167'OVERALL HEIGHT IS 180 FEET.
 CR1167'
 CR1167'THE RED LIGHT AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
 CR1167
 CR1167                          STATION RECOVERY (1991)
 CR1167
 CR1167'RECOVERY NOTE BY US POWER SQUADRON 1991 (JMW)
 CR1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1168 ***********************************************************************
 CR1168  DESIGNATION -  KILGORE HALLIBURTON RAD MAST
 CR1168  PID         -  CR1168
 CR1168  STATE/COUNTY-  TX/GREGG
 CR1168  USGS QUAD   -  KILGORE NE (1971)
 CR1168
 CR1168                         *CURRENT SURVEY CONTROL
 CR1168  ___________________________________________________________________
 CR1168* NAD 83(1993)-  32 23 56.18548(N)    094 51 53.36617(W)     ADJUSTED  
 CR1168* NAVD 88     -                                                        
 CR1168  ___________________________________________________________________
 CR1168  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CR1168  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CR1168
 CR1168  HORZ ORDER  -  THIRD
 CR1168
 CR1168.The horizontal coordinates were established by classical geodetic methods
 CR1168.and adjusted by the National Geodetic Survey in February 1996..
 CR1168
 CR1168
 CR1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1168
 CR1168.The geoid height was determined by GEOID03.
 CR1168
 CR1168;                    North         East     Units Scale Factor Converg.
 CR1168;SPC TXNC     - 2,087,119.061   941,913.802   MT  0.99993703   +1 58 57.4
 CR1168;SPC TXNC     - 6,847,489.79  3,090,262.20   sFT  0.99993703   +1 58 57.4
 CR1168;UTM  15      - 3,586,186.277   324,611.065   MT  0.99997934   -0 59 58.0
 CR1168
 CR1168                          SUPERSEDED SURVEY CONTROL
 CR1168
 CR1168  NAD 83(1986)-  32 23 56.19361(N)    094 51 53.35360(W) AD(       ) 4
 CR1168  NAD 27      -  32 23 55.65300(N)    094 51 52.58100(W) AD(       ) 3
 CR1168
 CR1168.Superseded values are not recommended for survey control.
 CR1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1168.See file dsdata.txt to determine how the superseded data were derived.
 CR1168
 CR1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR2461186186(NAD 83)
 CR1168_MARKER: 42 = RADIO/TV MAST
 CR1168
 CR1168  HISTORY     - Date     Condition        Report By
 CR1168  HISTORY     - 1958     FIRST OBSERVED   CGS
 CR1168  HISTORY     - 19910204 MARK NOT FOUND   USPSQD
 CR1168
 CR1168                          STATION DESCRIPTION
 CR1168
 CR1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 CR1168'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF KILGORE.  IT IS
 CR1168'285 FEET SOUTH OF NORTH LONGVIEW STREET AND 171 FEET EAST OF
 CR1168'SOUTHPORT ROAD.  IT IS A STEEL MAST SET IN A CONCRETE BASE
 CR1168'WHICH HAS A RED LIGHT AT THE APEX OF THE MAST AND IS PAINTED
 CR1168'ALTERNATELY RED AND WHITE.  THE OVERALL HEIGHT IS 221 FEET
 CR1168'
 CR1168'THE RED LIGHT AT THE APEX OF THE MAST WAS THE POINT INTERSECTED.
 CR1168
 CR1168                          STATION RECOVERY (1991)
 CR1168
 CR1168'RECOVERY NOTE BY US POWER SQUADRON 1991 (JMW)
 CR1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR1175 ***********************************************************************
 CR1175  DESIGNATION -  KILGORE W MUNICIPAL TANK
 CR1175  PID         -  CR1175
 CR1175  STATE/COUNTY-  TX/GREGG
 CR1175  USGS QUAD   -  KILGORE NW (1971)
 CR1175
 CR1175                         *CURRENT SURVEY CONTROL
 CR1175  ___________________________________________________________________
 CR1175* NAD 83(1993)-  32 22 56.82220(N)    094 52 40.89555(W)     ADJUSTED  
 CR1175* NAVD 88     -                                                        
 CR1175  ___________________________________________________________________
 CR1175  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CR1175  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CR1175
 CR1175  HORZ ORDER  -  THIRD
 CR1175
 CR1175.The horizontal coordinates were established by classical geodetic methods
 CR1175.and adjusted by the National Geodetic Survey in February 1996..
 CR1175
 CR1175
 CR1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CR1175
 CR1175.The geoid height was determined by GEOID03.
 CR1175
 CR1175;                    North         East     Units Scale Factor Converg.
 CR1175;SPC TXNC     - 2,085,248.753   940,735.527   MT  0.99994032   +1 58 31.5
 CR1175;SPC TXNC     - 6,841,353.62  3,086,396.47   sFT  0.99994032   +1 58 31.5
 CR1175;UTM  15      - 3,584,379.714   323,337.040   MT  0.99998488   -1 00 21.9
 CR1175
 CR1175                          SUPERSEDED SURVEY CONTROL
 CR1175
 CR1175  NAD 83(1986)-  32 22 56.83034(N)    094 52 40.88280(W) AD(       ) 4
 CR1175  NAD 27      -  32 22 56.28700(N)    094 52 40.10900(W) AD(       ) 3
 CR1175
 CR1175.Superseded values are not recommended for survey control.
 CR1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR1175.See file dsdata.txt to determine how the superseded data were derived.
 CR1175
 CR1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR2333784380(NAD 83)
 CR1175_MARKER: 53 = ELEVATED TANK
 CR1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CR1175+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 CR1175
 CR1175  HISTORY     - Date     Condition        Report By
 CR1175  HISTORY     - 1950     FIRST OBSERVED   CGS
 CR1175  HISTORY     - 1953     GOOD             CGS
 CR1175  HISTORY     - 19910204 GOOD             USPSQD
 CR1175  HISTORY     - 20040605 GOOD             USPSQD
 CR1175
 CR1175                          STATION DESCRIPTION
 CR1175
 CR1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCT)
 CR1175'THIS STATION IS LOCATED AT THE CORNER OF SOUTH RUSK AVE. AND
 CR1175'BARNETT STREET, IN KILGORE.  IT IS A 4 LEGGED STEEL STRUCTURE,
 CR1175'ABOUT 120 FEET HIGH, 36 FEET SQUARE AT THE BASE, AND IS SILVER IN
 CR1175'COLOR.
 CR1175'
 CR1175'THE POINT INTERSECTED WAS THE BALL FINIAL.
 CR1175
 CR1175                          STATION RECOVERY (1953)
 CR1175
 CR1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HWW)
 CR1175'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 CR1175
 CR1175                          STATION RECOVERY (1991)
 CR1175
 CR1175'RECOVERY NOTE BY US POWER SQUADRON 1991 (JMW)
 CR1175'RECOVERED IN GOOD CONDITION.
 CR1175
 CR1175                          STATION RECOVERY (2004)
 CR1175
 CR1175'RECOVERY NOTE BY US POWER SQUADRON 2004 (JBL)
 CR1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW6812 ***********************************************************************
 AW6812  DESIGNATION -  KIM 77
 AW6812  PID         -  AW6812
 AW6812  STATE/COUNTY-  TX/BRAZORIA
 AW6812  USGS QUAD   -  CHRISTMAS POINT (1974)
 AW6812
 AW6812                         *CURRENT SURVEY CONTROL
 AW6812  ___________________________________________________________________
 AW6812* NAD 83(1993)-  29 01 12.61148(N)    095 11 48.73538(W)     ADJUSTED  
 AW6812* NAVD 88     -         3.0    (meters)      10.     (feet)  VERTCON   
 AW6812  ___________________________________________________________________
 AW6812  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AW6812  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AW6812
 AW6812  HORZ ORDER  -  THIRD
 AW6812
 AW6812.The horizontal coordinates were established by classical geodetic methods
 AW6812.and adjusted by the National Geodetic Survey in February 1996..
 AW6812
 AW6812.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW6812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW6812
 AW6812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW6812
 AW6812.The geoid height was determined by GEOID03.
 AW6812
 AW6812;                    North         East     Units Scale Factor Converg.
 AW6812;SPC TXSC     - 4,137,556.415   970,390.376   MT  0.99987823   +1 51 47.5
 AW6812;SPC TXSC     -13,574,633.00  3,183,689.09   sFT  0.99987823   +1 51 47.5
 AW6812;UTM  15      - 3,212,210.805   286,038.519   MT  1.00016496   -1 03 58.1
 AW6812
 AW6812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW6812!SPC TXSC     -   1.00000368  x   0.99987823  =   0.99988191
 AW6812!UTM  15      -   1.00000368  x   1.00016496  =   1.00016864
 AW6812
 AW6812|---------------------------------------------------------------------|
 AW6812| PID    Reference Object                     Distance      Geod. Az  |
 AW6812|                                                           dddmmss.s |
 AW6812| AW6805 SL 10 USE                           365.096 METERS 23939     |
 AW6812|---------------------------------------------------------------------|
 AW6812
 AW6812                          SUPERSEDED SURVEY CONTROL
 AW6812
 AW6812  NAD 83(1986)-  29 01 12.62115(N)    095 11 48.71556(W) AD(       ) 3
 AW6812  NAD 27      -  29 01 11.74233(N)    095 11 47.95960(W) AD(       ) 3
 AW6812  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG       
 AW6812
 AW6812.Superseded values are not recommended for survey control.
 AW6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW6812.See file dsdata.txt to determine how the superseded data were derived.
 AW6812
 AW6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN8603912211(NAD 83)
 AW6812_MARKER: DD = SURVEY DISK
 AW6812_SETTING: 0 = UNSPECIFIED SETTING
 AW6812_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW6812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW6812
 AW6812  HISTORY     - Date     Condition        Report By
 AW6812  HISTORY     - 1979     MONUMENTED       NOS
 AW6812  HISTORY     - 1982     GOOD             NOS
 AW6812  HISTORY     - 20040209 MARK NOT FOUND   USPSQD
 AW6812  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AW6812
 AW6812                          STATION DESCRIPTION
 AW6812
 AW6812'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 AW6812'THE STATION IS LOCATED 6 MILES SOUTHWEST OF THE SOUTH SIDE OF
 AW6812'SAN LUIS PASS.
 AW6812'
 AW6812'TO REACH FROM THE SOUTH END OF THE SAN LUIS PASS BRIDGE GO
 AW6812'SOUTHWEST ON COUNTY ROAD 257 FOR 5.3 MILES TO A SHELL ROAD RIGHT
 AW6812'AND STATION PUGH ON THE RIGHT. CONTINUE SOUTHWEST ON COUNTY ROAD
 AW6812'257 FOR 0.7 MILE TO THE STATION ON THE LEFT.
 AW6812'
 AW6812'THE STATION IS A LEAD DISK STAMPED---KIM 77---, CEMENTED IN
 AW6812'THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 6 INCHES. IT IS
 AW6812'267 FEET SOUTH OF A POWER POLE, 218 FEET SOUTHEAST OF THE
 AW6812'CENTER OF COUNTY ROAD 257, 211 FEET EAST OF A POWER POLE AND
 AW6812'3 FEET SOUTH OF A WOODEN WITNESS POST WITH SIGN ATTACHED.
 AW6812'
 AW6812'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 AW6812
 AW6812                          STATION RECOVERY (1982)
 AW6812
 AW6812'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 AW6812'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AW6812
 AW6812                          STATION RECOVERY (2004)
 AW6812
 AW6812'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW6812'MARK NOT FOUND.
 AW6812
 AW6812                          STATION RECOVERY (2005)
 AW6812
 AW6812'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW6812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3127 ***********************************************************************
 CS3127  DESIGNATION -  KIMBALL
 CS3127  PID         -  CS3127
 CS3127  STATE/COUNTY-  TX/BOSQUE
 CS3127  USGS QUAD   -  MORGAN (1977)
 CS3127
 CS3127                         *CURRENT SURVEY CONTROL
 CS3127  ___________________________________________________________________
 CS3127* NAD 83(1993)-  32 06 18.35876(N)    097 30 02.19002(W)     ADJUSTED  
 CS3127* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 CS3127  ___________________________________________________________________
 CS3127  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CS3127  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CS3127
 CS3127  HORZ ORDER  -  SECOND
 CS3127
 CS3127.The horizontal coordinates were established by classical geodetic methods
 CS3127.and adjusted by the National Geodetic Survey in February 1996..
 CS3127
 CS3127.The orthometric height was scaled from a topographic map.
 CS3127
 CS3127.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3127
 CS3127.The geoid height was determined by GEOID03.
 CS3127
 CS3127;                    North         East     Units Scale Factor Converg.
 CS3127;SPC TX C     - 3,273,736.291   967,356.347   MT  1.00006711   +1 27 32.5
 CS3127;SPC TX C     -10,740,583.15  3,173,734.95   sFT  1.00006711   +1 27 32.5
 CS3127;SPC TXNC     - 2,049,068.133   694,327.103   MT  1.00000794   +0 32 42.2
 CS3127;SPC TXNC     - 6,722,651.03  2,277,971.50   sFT  1.00000794   +0 32 42.2
 CS3127;UTM  14      - 3,553,069.242   641,470.847   MT  0.99984682   +0 47 49.3
 CS3127
 CS3127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3127!SPC TX C     -   0.99996823  x   1.00006711  =   1.00003534
 CS3127!SPC TXNC     -   0.99996823  x   1.00000794  =   0.99997617
 CS3127!UTM  14      -   0.99996823  x   0.99984682  =   0.99981505
 CS3127
 CS3127|---------------------------------------------------------------------|
 CS3127| PID    Reference Object                     Distance      Geod. Az  |
 CS3127|                                                           dddmmss.s |
 CS3127| CY1402 KIMBALL RM 1                         11.778 METERS 17143     |
 CS3127| CY1401 KIMBALL AZ MK                                      2421220.4 |
 CS3127| CY1403 KIMBALL RM 2                         12.830 METERS 28055     |
 CS3127| CS3126 DAVIS                               APPROX. 5.3 KM 2912454.3 |
 CS3127|---------------------------------------------------------------------|
 CS3127
 CS3127                          SUPERSEDED SURVEY CONTROL
 CS3127
 CS3127  NAD 83(1986)-  32 06 18.36482(N)    097 30 02.16861(W) AD(       ) 2
 CS3127  NAD 27      -  32 06 17.82600(N)    097 30 01.09700(W) AD(       ) 2
 CS3127
 CS3127.Superseded values are not recommended for survey control.
 CS3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3127.See file dsdata.txt to determine how the superseded data were derived.
 CS3127
 CS3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4147153069(NAD 83)
 CS3127_MARKER: DS = TRIANGULATION STATION DISK
 CS3127_SETTING: 0 = UNSPECIFIED SETTING
 CS3127
 CS3127  HISTORY     - Date     Condition        Report By
 CS3127  HISTORY     - 1944     MONUMENTED       CGS
 CS3127  HISTORY     - 1976     GOOD             LOCENG
 CS3127  HISTORY     - 20010317 GOOD             USPSQD
 CS3127
 CS3127                          STATION DESCRIPTION
 CS3127
 CS3127'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3127'STATION IS LOCATED ABOUT 2.5 MILES NNW OF KOPPERL, 1.5 MILES
 CS3127'SSW OF THE VILLAGE OF KIMBALL, 1.25 MILES SW OF THE BRAZOS
 CS3127'RIVER, ON THE HIGHEST POINT OF A CEDAR-COVERED RIDGE, AND
 CS3127'ON LAND LEASED BY CHARLES HADLEY.  IT IS 15 FEET NNE OF A
 CS3127'WHITE 4- BY 4-INCH POST AND IS SET IN A SMALL CLEARING IN
 CS3127'THE CEDAR GROVE.  IT IS STAMPED KIMBALL 1944 AND PROJECTS
 CS3127'ABOUT 6 INCHES.
 CS3127'
 CS3127'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS3127'DISKS SET IN CONCRETE.
 CS3127'
 CS3127'REFERENCE MARK 1 IS S OF THE STATION AND ON THE E EDGE OF
 CS3127'THE SMALL CLEARING IN THE CEDARS.  IT IS STAMPED KIMBALL
 CS3127'NO 1 1944 AND PROJECTS ABOUT 5 INCHES.
 CS3127'
 CS3127'REFERENCE MARK 2 IS WNW OF THE STATION AND ON THE W EDGE
 CS3127'OF THE SMALL CLEARING IN THE CEDARS.  IT IS STAMPED KIMBALL
 CS3127'NO 2 1944 AND PROJECTS ABOUT 5 INCHES.
 CS3127'
 CS3127'AZIMUTH MARK IS ABOUT 0.5 MILE SW OF THE STATION, 25 FEET
 CS3127'NE OF THE CENTER LINE OF THE GRADED DIRT ROAD, 5 FEET N
 CS3127'OF A TRIANGULAR-BLAZED FORKED 8-INCH MESQUITE TREE, 20 FEET
 CS3127'S OF THE WIRE GATE, AND 1 FOOT NE OF THE FENCE LINE.  IT
 CS3127'IS STAMPED KIMBALL 1944 AND PROJECTS ABOUT 6 INCHES.  TO
 CS3127'REACH FROM THE STATION, GO BACK TO WIRE GATE AND MARK JUST S.
 CS3127'
 CS3127'TO REACH THE STATION FROM THE MAIN INTERSECTION IN KOPPERL,
 CS3127'GO NE ON MAIN ROAD TOWARD KIMBALL FOR 1.0 MILE TO A T-ROAD
 CS3127'LEFT.  BEAR LEFT AND GO 0.7 MILE TO ANOTHER T-ROAD, BEAR
 CS3127'LEFT (STRAIGHT AHEAD) AND CONTINUE FOR 1.3 MILES TO A
 CS3127'TRIANGULAR-BLAZED 8-INCH MESQUITE TREE ON THE RIGHT AND AN
 CS3127'OLD WIRE GATE IN FENCE LINE JUST N OF THE TRIANGULAR-BLAZED
 CS3127'TREE (AZIMUTH MARK IS JUST S OF THIS POINT).  PASS THROUGH
 CS3127'WIRE GATE AND FOLLOW DIM TRACK ROAD IN A SE DIRECTION FOR
 CS3127'0.75 MILE TO THE TOP OF THE CEDAR-COVERED RIDGE AND STATION.
 CS3127'
 CS3127'OBSERVATIONS MADE FROM AN 18-FOOT WOODEN STAND.
 CS3127'
 CS3127'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
 CS3127
 CS3127                          STATION RECOVERY (1976)
 CS3127
 CS3127'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (LWF)
 CS3127'KIMBALL 1944 RECOVERED GOOD.
 CS3127'
 CS3127'R.M. 1 1944 RECOVERED GOOD.
 CS3127'
 CS3127'R.M. 2 1944 RECOVERED GOOD.
 CS3127'
 CS3127'UNABLE TO SEE AZIMUTH MARKER FROM STATION BECAUSE OF LARGE CEDAR
 CS3127'TREES.
 CS3127
 CS3127                          STATION RECOVERY (2001)
 CS3127
 CS3127'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS3127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0784 ***********************************************************************
 BN0784  DESIGNATION -  KIMBLE
 BN0784  PID         -  BN0784
 BN0784  STATE/COUNTY-  TX/KIMBLE
 BN0784  USGS QUAD   -  BAILEY CREEK (1987)
 BN0784
 BN0784                         *CURRENT SURVEY CONTROL
 BN0784  ___________________________________________________________________
 BN0784* NAD 83(1993)-  30 24 27.00282(N)    099 58 14.59420(W)     ADJUSTED  
 BN0784* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 BN0784  ___________________________________________________________________
 BN0784  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BN0784  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0784
 BN0784  HORZ ORDER  -  SECOND
 BN0784
 BN0784.The horizontal coordinates were established by classical geodetic methods
 BN0784.and adjusted by the National Geodetic Survey in February 1996..
 BN0784
 BN0784.The orthometric height was scaled from a topographic map.
 BN0784
 BN0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0784
 BN0784.The geoid height was determined by GEOID03.
 BN0784
 BN0784;                    North         East     Units Scale Factor Converg.
 BN0784;SPC TX C     - 3,082,182.912   734,841.002   MT  0.99993508   +0 11 12.4
 BN0784;SPC TX C     -10,112,128.44  2,410,890.85   sFT  0.99993508   +0 11 12.4
 BN0784;SPC TXSC     - 4,285,689.105   506,721.312   MT  1.00003823   -0 28 32.0
 BN0784;SPC TXSC     -14,060,631.67  1,662,468.17   sFT  1.00003823   -0 28 32.0
 BN0784;UTM  14      - 3,364,340.951   406,758.926   MT  0.99970725   -0 29 28.9
 BN0784
 BN0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0784!SPC TX C     -   0.99989809  x   0.99993508  =   0.99983317
 BN0784!SPC TXSC     -   0.99989809  x   1.00003823  =   0.99993631
 BN0784!UTM  14      -   0.99989809  x   0.99970725  =   0.99960537
 BN0784
 BN0784|---------------------------------------------------------------------|
 BN0784| PID    Reference Object                     Distance      Geod. Az  |
 BN0784|                                                           dddmmss.s |
 BN0784| CV5366 KIMBLE RM 1                          12.139 METERS 01559     |
 BN0784| CV5367 KIMBLE RM 2                          15.054 METERS 12304     |
 BN0784| CV5365 KIMBLE AZ MK                                       3515556.9 |
 BN0784|---------------------------------------------------------------------|
 BN0784
 BN0784                          SUPERSEDED SURVEY CONTROL
 BN0784
 BN0784  NAD 83(1986)-  30 24 27.00728(N)    099 58 14.58236(W) AD(       ) 2
 BN0784  NAD 27      -  30 24 26.32300(N)    099 58 13.32500(W) AD(       ) 2
 BN0784
 BN0784.Superseded values are not recommended for survey control.
 BN0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0784.See file dsdata.txt to determine how the superseded data were derived.
 BN0784
 BN0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU0675964341(NAD 83)
 BN0784_MARKER: DS = TRIANGULATION STATION DISK
 BN0784_SETTING: 66 = SET IN ROCK OUTCROP
 BN0784_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BN0784
 BN0784  HISTORY     - Date     Condition        Report By
 BN0784  HISTORY     - 1944     MONUMENTED       CGS
 BN0784  HISTORY     - 1974     GOOD             NGS
 BN0784
 BN0784                          STATION DESCRIPTION
 BN0784
 BN0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0784'STATION IS LOCATED BY AIR LINE DISTANCES ABOUT 12 MILES
 BN0784'SW OF JUNCTION, 9 MILES SE OF ROOSEVELT, AND 6 MILES NW
 BN0784'OF TELEGRAPH POST OFFICE.  IT IS ON A HIGH, CEDAR-COVERED
 BN0784'RIDGE, IN A STRIP THAT HAS BEEN CLEARED OF TREES, THE SLASH
 BN0784'STILL SCATTERED ABOUT.  IT IS ABOUT 75 FEET W OF THE E EDGE
 BN0784'OF THE CUT-OVER STRIP AND ABOUT 15 FEET NNE OF A SMALL CAIRN.
 BN0784'LOOSE BOULDERS USED TO WEIGHT SIGNAL WILL BE LEFT IN VICINITY
 BN0784'OF STATION.
 BN0784'
 BN0784'STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL
 BN0784'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED KIMBLE 1944 AND
 BN0784'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 BN0784'
 BN0784'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A
 BN0784'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED KIMBLE
 BN0784'NO 1 1944 AND IS FLUSH WITH THE GROUND.
 BN0784'
 BN0784'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A
 BN0784'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED KIMBLE
 BN0784'NO 2 1944 AND IS FLUSH WITH THE GROUND.
 BN0784'
 BN0784'AZIMUTH MARK IS ABOUT 500 YARDS N OF THE RED BOARD GATE AT
 BN0784'THE END OF TRUCK TRAVEL, 20 FEET E OF THE FENCE, AND 10
 BN0784'FEET E OF A WHITE WOODEN WITNESS POST.  IT IS A BRONZE AZIMUTH
 BN0784'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 BN0784'IS STAMPED KIMBLE 1944 AND IS FLUSH WITH THE GROUND.
 BN0784'
 BN0784'TO REACH STATION FROM THE POST OFFICE IN ROOSEVELT, GO E
 BN0784'ON U.S. HIGHWAY 290 FOR 4.2 MILES TO A CONCRETE BRIDGE.  CONTINUE
 BN0784'E ON THE HIGHWAY FOR 0.2 MILE TO A T-ROAD RIGHT.  THIS IS
 BN0784'ABOUT 0.7 MILE W OF THE OLD BODARC STORE.  TURN RIGHT ON
 BN0784'THIS T-ROAD, CROSSING A CATTLE GUARD, AND FOLLOW IT S FOR
 BN0784'0.5 MILE TO A T-INTERSECTION JUST AFTER CROSSING A STREAM.
 BN0784'TURN LEFT AND FOLLOW THE MAIN ROAD S, PASSING THROUGH SEVERAL
 BN0784'GATES AND BY TWO RANCH HOUSES, 5.7 MILES TO A FORK AND SIGN
 BN0784'SLATEN PRENTICE.  TAKE LEFT FORK FOR 1.4 MILES TO HOME OF
 BN0784'JACK WHITELY ON LEFT.  PASS THROUGH THREE GATES BETWEEN
 BN0784'HOUSE AND GOAT SHED, CROSS CREEK, AND BEAR SLIGHTLY LEFT
 BN0784'ON TRACK ROAD.  FOLLOW THIS TRACK ROAD E FOR 1.3 MILES TO
 BN0784'A RED BOARD GATE.  LEAVE TRUCK AND PACK S ALONG FENCE, UP
 BN0784'ROCKY HILLSIDE, FOR 200 YARDS TO TOP OF RIDGE.  THENCE
 BN0784'LEFT ALONG TOP OF RIDGE 100 YARDS TO STATION.
 BN0784'
 BN0784'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 BN0784
 BN0784                          STATION RECOVERY (1974)
 BN0784
 BN0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (BFD)
 BN0784'TO REACH THE STATION FROM TELEGRAPH GO N. ON U.S. HWY. 377
 BN0784'FOR 4.0 MI. TO A COUNTY ROAD W..  TURN LEFT AND GO 1.65
 BN0784'MI. W. ON PUBLIC ROAD TO SAM COLEMAN RANCH HOUSE.  CONTINUE
 BN0784'W. THROUGH PLANK GATE ON MAIN ROAD FOR 1.9 MI. TO ANOTHER
 BN0784'PLANK GATE AND SIGN CIRCLE O RANCH.  PASS THROUGH GATE AND
 BN0784'CONTINUE W. ON MAIN ROAD PASSING RANCH HOUSE AT 0.55 MI..
 BN0784'GO NW ON RANCH ROAD FOR 0.15 MI. TO PLANK GATE JUST E. OF
 BN0784'A WINDMILL.  PASS THROUGH GATE AND GO N ON RANCH ROAD FOR 0.9
 BN0784'MI. TO REVERSE Y-JCT.  TURN LEFT, PASSING THROUGH A WIRE
 BN0784'GATE AND CONTINUE W ON MAIN ROAD FOR 1.35 MI. TO AN OLD RED
 BN0784'PLANK GATE IN N-S FENCE, END OF TRUCK TRAVEL.  PACK S ALONG
 BN0784'FENCE ABOUT 300 YDS. TO TOP OF RIDGE, THEN DUE E FOR ABOUT
 BN0784'100 YDS. ALONG TOP OF RIDGE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0695 ***********************************************************************
 EN0695  DESIGNATION -  KINCADE
 EN0695  PID         -  EN0695
 EN0695  STATE/COUNTY-  TX/FOARD
 EN0695  USGS QUAD   -  BAKER (1981)
 EN0695
 EN0695                         *CURRENT SURVEY CONTROL
 EN0695  ___________________________________________________________________
 EN0695* NAD 83(1993)-  34 08 32.38099(N)    100 02 20.22269(W)     ADJUSTED  
 EN0695* NAVD 88     -       540.     (meters)    1772.     (feet)  SCALED    
 EN0695  ___________________________________________________________________
 EN0695  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 EN0695  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EN0695
 EN0695  HORZ ORDER  -  SECOND
 EN0695
 EN0695.The horizontal coordinates were established by classical geodetic methods
 EN0695.and adjusted by the National Geodetic Survey in February 1996..
 EN0695
 EN0695.The orthometric height was scaled from a topographic map.
 EN0695
 EN0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0695
 EN0695.The geoid height was determined by GEOID03.
 EN0695
 EN0695;                    North         East     Units Scale Factor Converg.
 EN0695;SPC TXNC     - 2,275,584.681   458,059.377   MT  1.00005373   -0 50 21.6
 EN0695;SPC TXNC     - 7,465,814.07  1,502,816.47   sFT  1.00005373   -0 50 21.6
 EN0695;UTM  14      - 3,778,424.665   404,213.507   MT  0.99971310   -0 34 59.4
 EN0695
 EN0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0695!SPC TXNC     -   0.99991963  x   1.00005373  =   0.99997336
 EN0695!UTM  14      -   0.99991963  x   0.99971310  =   0.99963276
 EN0695
 EN0695|---------------------------------------------------------------------|
 EN0695| PID    Reference Object                     Distance      Geod. Az  |
 EN0695|                                                           dddmmss.s |
 EN0695| CX8451 KINCADE RM 1                         18.203 METERS 00827     |
 EN0695| CX8452 KINCADE RM 2                         20.362 METERS 15328     |
 EN0695| CX8450 KINCADE AZ MK                                      1813537.8 |
 EN0695| EN0710 PADUCAH TV SIGNAL SERVICE MST       APPROX.29.3 KM 2392046.2 |
 EN0695| EN0705 PADUCAH MUNICIPAL TANK              APPROX.28.9 KM 2404610.7 |
 EN0695| EN0709 PADUCAH PANHANDLE CO TANK           APPROX.27.6 KM 2411943.6 |
 EN0695|---------------------------------------------------------------------|
 EN0695
 EN0695                          SUPERSEDED SURVEY CONTROL
 EN0695
 EN0695  NAD 83(1993)-  34 08 32.38196(N)    100 02 20.22272(W) AD(       ) 2
 EN0695  NAD 83(1986)-  34 08 32.38715(N)    100 02 20.21469(W) AD(       ) 2
 EN0695  NAD 27      -  34 08 32.11132(N)    100 02 18.83544(W) AD(       ) 2
 EN0695
 EN0695.Superseded values are not recommended for survey control.
 EN0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0695.See file dsdata.txt to determine how the superseded data were derived.
 EN0695
 EN0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC0421478425(NAD 83)
 EN0695_MARKER: DS = TRIANGULATION STATION DISK
 EN0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0695_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0695
 EN0695  HISTORY     - Date     Condition        Report By
 EN0695  HISTORY     - 1967     MONUMENTED       CGS
 EN0695
 EN0695                          STATION DESCRIPTION
 EN0695
 EN0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0695'THE STATION IS ABOUT 22 MILES SOUTH-SOUTHEAST OF CHILDRESS, 17-1/2
 EN0695'MILES NORTHEAST OF PADUCAH, 4 MILES NORTH OF U.S. HIGHWAY 70, ON
 EN0695'RANCH LAND OWNED BY MR. MERRIL KINCADE.
 EN0695'
 EN0695'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 70 IN
 EN0695'PADUCAH, GO EAST-NORTHEAST ON U.S. HIGHWAY 70 FOR 11.65 MILES TO THE
 EN0695'JUNCTION WITH FARM ROAD 2564.  CONTINUE EASTERLY ON THE HIGHWAY FOR
 EN0695'3.5 MILES TO A GRADED SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 EN0695'NORTH ON GRADED ROAD FOR 2.05 MILES TO A CATTLE GUARD.  CONTINUE
 EN0695'NORTH AND EAST ON GRADED ROAD FOR 1.95 MILES TO A FORK, TAKE THE LEFT
 EN0695'FORK FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AT A CORRAL AND
 EN0695'A FARM HOUSE ABOUT 0.1 MILE TO THE EAST.  CONTINUE NORTH ON
 EN0695'GRADED ROAD FOR 0.6 MILE TO THE STATION ON THE LEFT.
 EN0695'
 EN0695'STATION MARK IS A STANDARD DISK, STAMPED KINCADE 1967, SET IN THE
 EN0695'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 EN0695'INCHES ABOVE THE GROUND.  IT IS 36.0 FEET WEST OF THE CENTERLINE OF
 EN0695'A GRADED ROAD, 20.0 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 3.5
 EN0695'FEET NORTHEAST OF A WITNESS POST.
 EN0695'
 EN0695'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KINCADE NO 1 1967, SET
 EN0695'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0695'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 60.0 FEET WEST OF THE
 EN0695'CENTERLINE OF THE GRADED ROAD, 1.6 FEET EAST OF THE FENCE AND AT
 EN0695'ABOUT THE SAME ELEVATION AS THE STATION.
 EN0695'
 EN0695'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KINCADE NO 2 1967, SET
 EN0695'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0695'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 73.0 FEET EAST OF THE
 EN0695'FENCE, 25.0 FEET EAST OF THE CENTERLINE OF THE GRADED ROAD AND AT
 EN0695'ABOUT THE SAME ELEVATION AS THE STATION.
 EN0695'
 EN0695'AZIMUTH MARK IS A STANDARD DISK, STAMPED KINCADE 1967, SET IN THE
 EN0695'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 EN0695'INCHES ABOVE THE GROUND.  IT IS 33.0 FEET EAST OF A FENCE AROUND
 EN0695'CORRAL, 33.0 FEET WEST OF THE CENTERLINE OF A GRADED ROAD AND 1.6
 EN0695'FEET WEST OF A WITNESS POST.
 EN0695'
 EN0695'NOTE--THE UNDERGROUND MARK IS 36 INCHES BELOW THE GROUND SURFACE.
 EN0695'
 EN0695'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2039 ***********************************************************************
 AY2039  DESIGNATION -  KINCAID
 AY2039  PID         -  AY2039
 AY2039  STATE/COUNTY-  TX/UVALDE
 AY2039  USGS QUAD   -  LONE TREE HILL (1971)
 AY2039
 AY2039                         *CURRENT SURVEY CONTROL
 AY2039  ___________________________________________________________________
 AY2039* NAD 83(1993)-  29 06 50.40163(N)    099 36 26.34901(W)     ADJUSTED  
 AY2039* NAVD 88     -       274.2    (meters)     900.     (feet)  VERTCON   
 AY2039  ___________________________________________________________________
 AY2039  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AY2039  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AY2039
 AY2039  HORZ ORDER  -  FIRST
 AY2039
 AY2039.The horizontal coordinates were established by classical geodetic methods
 AY2039.and adjusted by the National Geodetic Survey in February 1996..
 AY2039
 AY2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2039
 AY2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2039
 AY2039.The geoid height was determined by GEOID03.
 AY2039
 AY2039;                    North         East     Units Scale Factor Converg.
 AY2039;SPC TXSC     - 4,142,085.566   540,896.444   MT  0.99987063   -0 17 51.1
 AY2039;SPC TXSC     -13,589,492.39  1,774,591.08   sFT  0.99987063   -0 17 51.1
 AY2039;UTM  14      - 3,220,768.368   440,911.589   MT  0.99964308   -0 17 43.8
 AY2039
 AY2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2039!SPC TXSC     -   0.99996057  x   0.99987063  =   0.99983120
 AY2039!UTM  14      -   0.99996057  x   0.99964308  =   0.99960366
 AY2039
 AY2039|---------------------------------------------------------------------|
 AY2039| PID    Reference Object                     Distance      Geod. Az  |
 AY2039|                                                           dddmmss.s |
 AY2039| CV5369 KINCAID RM 1                         24.788 METERS 02454     |
 AY2039| CV5368 KINCAID AZ MK                                      1105528.7 |
 AY2039| AY2038 7 CFD USGS 1972                       8.442 METERS 13020     |
 AY2039| AY2047 UVALDE WATER TANK                   APPROX.20.2 KM 3012803.8 |
 AY2039| AY2036 KNIPPA TANK                         APPROX.20.4 KM 3515436.9 |
 AY2039|---------------------------------------------------------------------|
 AY2039
 AY2039                          SUPERSEDED SURVEY CONTROL
 AY2039
 AY2039  NAD 83(1986)-  29 06 50.40036(N)    099 36 26.32894(W) AD(       ) 1
 AY2039  NAD 27      -  29 06 49.52935(N)    099 36 25.13983(W) AD(       ) 1
 AY2039  NGVD 29 (07/19/86)  274.1    (m)          899.     (f) VERT ANG       
 AY2039
 AY2039.Superseded values are not recommended for survey control.
 AY2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2039.See file dsdata.txt to determine how the superseded data were derived.
 AY2039
 AY2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT4091220768(NAD 83)
 AY2039_MARKER: DS = TRIANGULATION STATION DISK
 AY2039_SETTING: 66 = SET IN ROCK OUTCROP
 AY2039_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AY2039
 AY2039  HISTORY     - Date     Condition        Report By
 AY2039  HISTORY     - 1972     MONUMENTED       NGS
 AY2039
 AY2039                          STATION DESCRIPTION
 AY2039
 AY2039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2039'THE STATION IS ABOUT 10-1/2 MILES EAST AND 7 MILES SOUTH OF UVALDE,
 AY2039'10-1/2 MILES NORTH AND 1/2 MILE EAST OF BATESVILLE, 4-1/2 MILES EAST
 AY2039'OF THE LEONA RIVER AND ON THE SOUTH RIGHT-OF-WAY OF FARM ROAD 140.
 AY2039'
 AY2039'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 140 AND 117 AT
 AY2039'THE SOUTH EDGE OF UVALDE, GO SOUTHEAST ON FARM ROAD 140 FOR 8.6
 AY2039'MILES TO A POINT WHERE FARM ROAD 140 CURVES TO THE LEFT,
 AY2039'EAST-NORTHEAST AND A GRAVELED ROAD CONTINUES AHEAD SOUTHEAST.
 AY2039'CONTINUE ON FARM ROAD 140, EAST-NORTHEAST AND SOUTHEAST FOR 4.25 MILES
 AY2039'TO THE STATION ON THE RIGHT.
 AY2039'
 AY2039'STATION MARK IS A STANDARD DISK, STAMPED KINCAID 1972, CEMENTED IN A
 AY2039'DRILL HOLE IN BEDROCK, THAT IS ABOUT 2 INCHES UNDERGROUND.  IT IS
 AY2039'56.0 FEET SOUTH OF THE CENTER OF THE ROAD, 26.5 FEET WEST-NORTHWEST
 AY2039'OF A WITNESS POST AND 4.0 FEET NORTH OF A FENCE.
 AY2039'
 AY2039'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KINCAID NO 1 1972,
 AY2039'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, THAT IS FLUSH WITH
 AY2039'THE GROUND.  IT IS 89.0 FEET NORTH-NORTHWEST OF THE WITNESS POST,
 AY2039'34.5 FEET SOUTH OF A FENCE, 25.5 FEET NORTH OF THE CENTER OF THE ROAD
 AY2039'AND ABOUT THE SAME ELEVATION AS THE STATION.
 AY2039'
 AY2039'STATION MARK 7 CFD (USGS) IS A U.S. GEOLOGICAL SURVEY STATION MARK
 AY2039'DISK, STAMPED 7 CFD 1971, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 AY2039'BEDROCK, THAT PROJECTS 2 INCHES.  IT IS 86.0 FEET WEST OF A
 AY2039'TELEPHONE LINE POLE, 65.0 FEET SOUTH OF THE CENTER OF THE ROAD, 4.8
 AY2039'FEET SOUTH OF THE FENCE, 3.0 FEET SOUTH OF THE WITNESS POST AND
 AY2039'ABOUT THE SAME ELEVATION AS THE STATION.  THIS MARK SERVES AS
 AY2039'REFERENCE MARK 2.
 AY2039'
 AY2039'AZIMUTH MARK IS A STANDARD DISK, STAMPED KINCAID 1972, CEMENTED IN
 AY2039'A DRILL HOLE IN OUTCROPPING BEDROCK, THAT IS FLUSH WITH THE GROUND.
 AY2039'IT IS 35.0 FEET SOUTH OF THE CENTER OF THE ROAD, 25.0 FEET NORTH OF
 AY2039'A WITNESS POST IN THE FENCE LINE AND ABOUT HALF WAY BETWEEN THE
 AY2039'EDGE OF THE ROAD AND THE FENCE.
 AY2039'
 AY2039'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON FARM ROAD
 AY2039'140 FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 AY2039'
 AY2039'*TRAVERSE DISTANCE
 AY2039'
 AY2039'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0415 ***********************************************************************
 BA0415  DESIGNATION -  KINCAID
 BA0415  PID         -  BA0415
 BA0415  STATE/COUNTY-  TX/BREWSTER
 BA0415  USGS QUAD   -  HOOD SPRING (1983)
 BA0415
 BA0415                         *CURRENT SURVEY CONTROL
 BA0415  ___________________________________________________________________
 BA0415* NAD 83(1993)-  29 57 30.77449(N)    103 04 43.62216(W)     ADJUSTED  
 BA0415* NAVD 88     -      1458.     (meters)    4783.     (feet)  SCALED    
 BA0415  ___________________________________________________________________
 BA0415  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BA0415  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 BA0415
 BA0415  HORZ ORDER  -  SECOND
 BA0415
 BA0415.The horizontal coordinates were established by classical geodetic methods
 BA0415.and adjusted by the National Geodetic Survey in February 1996..
 BA0415
 BA0415.The orthometric height was scaled from a topographic map.
 BA0415
 BA0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 BA0415
 BA0415.The geoid height was determined by GEOID03.
 BA0415
 BA0415;                    North         East     Units Scale Factor Converg.
 BA0415;SPC TXSC     - 4,242,398.663   206,400.249   MT  0.99992231   -1 59 53.7
 BA0415;SPC TXSC     -13,918,602.95    677,164.82   sFT  0.99992231   -1 59 53.7
 BA0415;UTM  13      - 3,315,744.736   685,391.346   MT  1.00002406   +0 57 34.8
 BA0415
 BA0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BA0415!SPC TXSC     -   0.99977440  x   0.99992231  =   0.99969673
 BA0415!UTM  13      -   0.99977440  x   1.00002406  =   0.99979845
 BA0415
 BA0415|---------------------------------------------------------------------|
 BA0415| PID    Reference Object                     Distance      Geod. Az  |
 BA0415|                                                           dddmmss.s |
 BA0415| CH9710 KINCAID RM 1                          5.327 METERS 09218     |
 BA0415| CH9709 KINCAID AZ MK                                      1105346.6 |
 BA0415| CH9711 KINCAID RM 2                          5.397 METERS 34438     |
 BA0415|---------------------------------------------------------------------|
 BA0415
 BA0415                          SUPERSEDED SURVEY CONTROL
 BA0415
 BA0415  NAD 83(1986)-  29 57 30.75968(N)    103 04 43.63160(W) AD(       ) 2
 BA0415  NAD 27      -  29 57 30.08800(N)    103 04 42.01100(W) AD(       ) 2
 BA0415
 BA0415.Superseded values are not recommended for survey control.
 BA0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0415.See file dsdata.txt to determine how the superseded data were derived.
 BA0415
 BA0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP8539115745(NAD 83)
 BA0415_MARKER: DD = SURVEY DISK
 BA0415_SETTING: 66 = SET IN ROCK OUTCROP
 BA0415
 BA0415  HISTORY     - Date     Condition        Report By
 BA0415  HISTORY     - 1943     MONUMENTED       CGS
 BA0415
 BA0415                          STATION DESCRIPTION
 BA0415
 BA0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 BA0415'THE STATION IS LOCATED ABOUT 20-1/2 MILES SE OF MARATHON,
 BA0415'3-1/2 MILES SE OF THE FRANCIS SMITH RANCH, 2 MILES NE OF THE
 BA0415'A. WOOD RANCH, ON THE EXTREME WESTERN END OF A HIGH ROCK-CAPPED
 BA0415'BUTTE WHICH IS BETWEEN KINCAID CREEK ON THE S AND INDIAN
 BA0415'AND SAN FRANCISCO CREEKS ON THE N.
 BA0415'
 BA0415'THE STATION MARK IS A BRONZE DISK CEMENTED IN A DRILL HOLE
 BA0415'IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE OF
 BA0415'THE GROUND.  IT IS STAMPED KINCAID 1943.
 BA0415'
 BA0415'NO UNDERGROUND MARK WAS ESTABLISHED.
 BA0415'
 BA0415'REFERENCE MARK NO. 1 IS A BRONZE DISK CEMENTED IN A DRILL
 BA0415'HOLE IN OUTCROPPING BEDROCK WHICH EXTENDS 3 INCHES ABOVE THE
 BA0415'GROUND AND IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.  IT
 BA0415'IS STAMPED KINCAID NO. 1 1943.
 BA0415'
 BA0415'REFERENCE MARK NO. 2 IS A BRONZE DISK CEMENTED IN A DRILL
 BA0415'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 BA0415'OF THE GROUND AND IS THE SAME HEIGHT AS THE STATION MARK.
 BA0415'IT IS STAMPED KINCAID NO. 2 1943.
 BA0415'
 BA0415'THE AZIMUTH MARK IS ABOUT 1/4 MILE ESE ON THE NORTHERN RIM
 BA0415'OF THE BUTTE, AND ON A POINT WHICH EXTENDS ABOUT 14 FEET
 BA0415'FURTHER THAN THE REST OF THE RIM.  IT IS 5 FEET S OF THE
 BA0415'EDGE OF THE RIM.  THE MARK IS A BRONZE DISK CEMENTED IN A
 BA0415'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 BA0415'SURFACE OF THE GROUND.  STAMPED KINCAID 1943.
 BA0415'
 BA0415'TO REACH THE STATION FROM MARATHON (SOUTHERN PACIFIC RAILROAD
 BA0415'DEPOT) GO S ON STATE HIGHWAY 227 FOR 7.1 MILES TO A CATTLE
 BA0415'GUARD ON THE LEFT AND SIGN GAGE RANCH.  TURN LEFT THROUGH
 BA0415'THE CATTLE GUARD AND FOLLOW THE GAGE RANCH ROAD SE FOR 13.3
 BA0415'MILES TO THE FRANCIS SMITH RANCH.  PASS THROUGH A CATTLE
 BA0415'GUARD ABOUT 100 YARDS E OF THE HOUSE AND TAKE A RIGHT FORK
 BA0415'SOUTHERLY 3.2 MILES TO FORKS.  TAKE THE LEFT FORK 0.7 MILE
 BA0415'TO THE A. WOOD RANCH.  PASS THROUGH THE CORRALS TO THE E SIDE
 BA0415'OF THE HOUSE THENCE TAKE A TRACK ROAD NORTHERLY 0.5 MILE TO
 BA0415'A GATE IN AN E-W FENCE LINE.  PASS THROUGH THE GATE AND GO
 BA0415'ACROSS COUNTRY ALONG THE N SIDE OF THE FENCE 1.3 MILES TO
 BA0415'THE FOOT OF THE HILL AND THE END OF TRUCK TRAVEL.  FROM THE
 BA0415'END OF TRUCK TRAVEL PACK NE ALONG THE FENCE LINE TO THE
 BA0415'END OF THE FENCE AT THE BASE OF SHEAR ROCK CLIFFS.  THEN
 BA0415'CROSS THE FENCE AND CONTINUE ALONG THE BASE OF THE CLIFFS
 BA0415'FOR ABOUT 100 YARDS TO A POINT WHERE ASCENT CAN BE MADE UP
 BA0415'THE CLIFFS.  GO UP THE CLIFF TO THE TOP THENCE BACK W TO
 BA0415'THE HIGHEST POINT AND STATION.  A 1-HOUR PACK.
 BA0415'
 BA0415'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0864 ***********************************************************************
 BP0864  DESIGNATION -  KINCAID
 BP0864  PID         -  BP0864
 BP0864  STATE/COUNTY-  TX/PECOS
 BP0864  USGS QUAD   -  ROCK HOUSE DRAW NW (1980)
 BP0864
 BP0864                         *CURRENT SURVEY CONTROL
 BP0864  ___________________________________________________________________
 BP0864* NAD 83(1993)-  30 41 11.22100(N)    102 41 21.86436(W)     ADJUSTED  
 BP0864* NAVD 88     -      1083.5    (meters)    3555.     (feet)  VERTCON   
 BP0864  ___________________________________________________________________
 BP0864  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BP0864  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 BP0864
 BP0864  HORZ ORDER  -  FIRST
 BP0864
 BP0864.The horizontal coordinates were established by classical geodetic methods
 BP0864.and adjusted by the National Geodetic Survey in February 1996..
 BP0864
 BP0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0864
 BP0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0864
 BP0864.The geoid height was determined by GEOID03.
 BP0864
 BP0864;                    North         East     Units Scale Factor Converg.
 BP0864;SPC TX C     - 3,115,438.603   474,292.254   MT  0.99989676   -1 12 48.7
 BP0864;SPC TX C     -10,221,234.82  1,556,073.84   sFT  0.99989676   -1 12 48.7
 BP0864;UTM  13      - 3,397,131.935   721,330.629   MT  1.00020434   +1 10 46.8
 BP0864
 BP0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0864!SPC TX C     -   0.99983352  x   0.99989676  =   0.99973029
 BP0864!UTM  13      -   0.99983352  x   1.00020434  =   1.00003782
 BP0864
 BP0864|---------------------------------------------------------------------|
 BP0864| PID    Reference Object                     Distance      Geod. Az  |
 BP0864|                                                           dddmmss.s |
 BP0864| CH9707 KINCAID RM 1                         18.858 METERS 11145     |
 BP0864| CH9706 KINCAID AZ MK                                      1622949.1 |
 BP0864| CH9708 KINCAID RM 2                         27.170 METERS 22748     |
 BP0864| BP0884 FORT STOCKTON MUNICIPAL TANK E      APPROX.29.2 KM 3202805.7 |
 BP0864|---------------------------------------------------------------------|
 BP0864
 BP0864                          SUPERSEDED SURVEY CONTROL
 BP0864
 BP0864  NAD 83(1986)-  30 41 11.21580(N)    102 41 21.85739(W) AD(       ) 1
 BP0864  NAD 27      -  30 41 10.63700(N)    102 41 20.31400(W) AD(       ) 1
 BP0864  NGVD 29 (07/19/86) 1083.2    (m)         3554.     (f) VERT ANG       
 BP0864
 BP0864.Superseded values are not recommended for survey control.
 BP0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0864.See file dsdata.txt to determine how the superseded data were derived.
 BP0864
 BP0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP2133197132(NAD 83)
 BP0864_MARKER: DS = TRIANGULATION STATION DISK
 BP0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0864
 BP0864  HISTORY     - Date     Condition        Report By
 BP0864  HISTORY     - 1935     MONUMENTED       CGS
 BP0864
 BP0864                          STATION DESCRIPTION
 BP0864
 BP0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 BP0864'STATION IS 18 MILES AIRLINE SSE OF FORT STOCKTON, TEXAS AND
 BP0864'LOCATED ON A HIGH HILL N OF THE SANDERSON ROAD NEAR A CONCRETE
 BP0864'TANK AND A WINDMILL KNOWN AS THE DIVIDE MILL ON LAND OWNED
 BP0864'BY MAUDE S. ADAMS.  THE STATION IS 15 FEET N OF AN EW FENCE
 BP0864'LINE.  81 FEET NE OF WINDMILL, 54 FEET E OF GATE AND MARK
 BP0864'PROJECTS 5 INCHES.
 BP0864'
 BP0864'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BP0864'DISKS SET IN CONCRETE.
 BP0864'
 BP0864'REFERENCE MARK NO. 1 IS SE OF STATION, 116 FEET E OF WINDMILL,
 BP0864'19 FEET S OF EW FENCE AND PROJECTS 5 INCHES.
 BP0864'
 BP0864'REFERENCE MARK NO. 2 IS SW OF STATION, 16 FEET E OF MILL, 19
 BP0864'FEET S OF EW FENCE AND PROJECTS 5 INCHES.
 BP0864'
 BP0864'AZIMUTH MARK IS SW OF STATION, 75 FEET S OF CENTER LINE OF THE
 BP0864'SANDERSON ROAD, 10 FEET E OF CENTER OF RED BOARD GATE, JUST
 BP0864'OPPOSITE A RED BOARD GATE ON THE N SIDE OF THE ROAD AND THE
 BP0864'MARK PROJECTS 6 INCHES.
 BP0864'
 BP0864'STATION IS REACHED FROM THE PECOS COUNTY COURTHOUSE IN FORT
 BP0864'STOCKTON BY DRIVING SOUTHERLY AND SOUTHEASTERLY ON STATE HIGHWAY
 BP0864'82 FOR 18.6 MILES TO A BOARD GATE ON THE S SIDE AND A SIMILIAR
 BP0864'GATE ON THE N SIDE OF THE ROAD.  PASS THRU THE GATE ON THE N
 BP0864'SIDE OF THE ROAD, THRU CORRALS AND THEN FOLLOW TRAIL UP THE
 BP0864'HILL TO VISIBLE WINDMILL AND STATION.
 BP0864'
 BP0864'A 10-FOOT STAND REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1480 ***********************************************************************
 AE1480  DESIGNATION -  KING
 AE1480  PID         -  AE1480
 AE1480  STATE/COUNTY-  TX/HIDALGO
 AE1480  USGS QUAD   -  DONNA (1983)
 AE1480
 AE1480                         *CURRENT SURVEY CONTROL
 AE1480  ___________________________________________________________________
 AE1480* NAD 83(1993)-  26 12 46.40364(N)    098 03 47.65183(W)     ADJUSTED  
 AE1480* NAVD 88     -        25.0    (meters)      82.     (feet)  VERTCON   
 AE1480  ___________________________________________________________________
 AE1480  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AE1480  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AE1480
 AE1480  HORZ ORDER  -  FIRST
 AE1480
 AE1480.The horizontal coordinates were established by classical geodetic methods
 AE1480.and adjusted by the National Geodetic Survey in February 1996..
 AE1480
 AE1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1480
 AE1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1480
 AE1480.The geoid height was determined by GEOID03.
 AE1480
 AE1480;                    North         East     Units Scale Factor Converg.
 AE1480;SPC TX S     - 5,060,594.158   343,648.053   MT  0.99998868   +0 11 53.9
 AE1480;SPC TX S     -16,602,966.00  1,127,451.99   sFT  0.99998868   +0 11 53.9
 AE1480;UTM  14      - 2,899,598.330   593,582.034   MT  0.99970813   +0 24 49.7
 AE1480
 AE1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1480!SPC TX S     -   0.99999979  x   0.99998868  =   0.99998847
 AE1480!UTM  14      -   0.99999979  x   0.99970813  =   0.99970792
 AE1480
 AE1480|---------------------------------------------------------------------|
 AE1480| PID    Reference Object                     Distance      Geod. Az  |
 AE1480|                                                           dddmmss.s |
 AE1480| CV2513 KING RM 3                            27.973 METERS 09947     |
 AE1480| CV2512 KING RM 2                            21.234 METERS 10455     |
 AE1480| CV2510 KING AZ MK                                         1091341.9 |
 AE1480| AB1636 WESLACO MUNICIPAL TANK              APPROX. 9.3 KM 1274622.3 |
 AE1480| AB1632 WESLACO STA KRGV RAD ANTENNA        APPROX. 9.0 KM 1315356.3 |
 AE1480| AE1481 10 USBR 1946                          4.560 METERS 16332     |
 AE1480| AE1495 PHARR NEW MUNICIPAL TANK            APPROX.12.1 KM 2611231.3 |
 AE1480| AE1498 MC ALLEN N MUN TANK                 APPROX.17.9 KM 2680715.1 |
 AE1480| CV2514 KING RM 4                                          2824818.0 |
 AE1480| CV2511 KING RM 1                            26.848 METERS 35948     |
 AE1480|---------------------------------------------------------------------|
 AE1480
 AE1480                          SUPERSEDED SURVEY CONTROL
 AE1480
 AE1480  NAD 83(1986)-  26 12 46.40990(N)    098 03 47.61506(W) AD(       ) 1
 AE1480  NAD 27      -  26 12 45.14633(N)    098 03 46.59342(W) AD(       ) 1
 AE1480  NGVD 29 (07/19/86)   25.1    (m)           82.     (f) VERT ANG       
 AE1480
 AE1480.Superseded values are not recommended for survey control.
 AE1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1480.See file dsdata.txt to determine how the superseded data were derived.
 AE1480
 AE1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP9358299598(NAD 83)
 AE1480_MARKER: DS = TRIANGULATION STATION DISK
 AE1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1480
 AE1480  HISTORY     - Date     Condition        Report By
 AE1480  HISTORY     - 1946     MONUMENTED       CGS
 AE1480  HISTORY     - 1949     GOOD             TXHD
 AE1480  HISTORY     - 1960     GOOD             CGS
 AE1480  HISTORY     - 1962     GOOD             USGS
 AE1480  HISTORY     - 1974     SEE DESCRIPTION  NGS
 AE1480
 AE1480                          STATION DESCRIPTION
 AE1480
 AE1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 AE1480'THIS STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF ALAMO, AND
 AE1480'3 MILES NORTH-NORTHWEST OF DONNA, ON THE PROPERTY OF MR. O. KING.
 AE1480'IT IS 38 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD AND
 AE1480'19 FEET NORTH OF A FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND
 AE1480'THE DISK IS STAMPED KING 1946.
 AE1480'
 AE1480'REFERENCE MARK NO. 1 IS 87.97 FEET NORTH OF THE STATION, AND IS
 AE1480'IN THE FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 AE1480'IS STAMPED KING NO 1 1946.
 AE1480'
 AE1480'REFERENCE MARK NO. 2 IS 69.66 FEET EAST OF THE STATION.  IT
 AE1480'IS 19 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD AND IN
 AE1480'THE FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 AE1480'KING NO 2 1946.
 AE1480'
 AE1480'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHEAST OF THE
 AE1480'STATION.  IT IS 15 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 AE1480'GRAVEL ROAD, 2 FEET EAST OF A FENCELINE AND 3 FEET NORTH OF
 AE1480'A WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK
 AE1480'IS STAMPED KING 1946.
 AE1480'
 AE1480'USBR 10 IS 14.96 FEET SOUTH OF THE STATION.  THE MARK IS A 4 X 4
 AE1480'INCH CONCRETE POST WITH A BOLT IN THE TOP.  THE POST PROJECTS
 AE1480'3 INCHES AND THE BOLT IS STAMPED 10.
 AE1480'
 AE1480'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ALAMO, GO
 AE1480'EAST ON U.S. HIGHWAY 83 FOR 2.2 MILES TO THE VALVERDE ROAD,
 AE1480'TURN LEFT ACROSS TRACKS AND GO NORTH FOR 0.55 MILE TO A T ROAD,
 AE1480'TURN LEFT AND GO 0.25 MILE, TURN RIGHT AND GO 2.0 MILES TO A
 AE1480'CROSSROADS.  TURN RIGHT AND GO EAST FOR 1.75 MILES TO THE STATION
 AE1480'ON THE LEFT AS DESCRIBED.
 AE1480'
 AE1480'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE ON ROAD
 AE1480'FOR 0.3 MILE TO A T ROAD, TURN RIGHT AND GO SOUTH FOR 0.1
 AE1480'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 AE1480'
 AE1480'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AE1480
 AE1480                          STATION RECOVERY (1949)
 AE1480
 AE1480'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1949 (TWB)
 AE1480'GOOD.  STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AE1480
 AE1480                          STATION RECOVERY (1960)
 AE1480
 AE1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KMB)
 AE1480'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK
 AE1480'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR
 AE1480'PROCEEDING TO STATION SITE ARE CORRECT.
 AE1480
 AE1480                          STATION RECOVERY (1962)
 AE1480
 AE1480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE1480'STATION, R.M. 1, R.M. 2, FOUND IN GOOD CONDITION.  USBR 10
 AE1480'ADJACENT IS NOT FOUND.  1946 DESCRIPTION IS ERRONEOUS.  NEW
 AE1480'DESCRIPTION FOLLOWS--
 AE1480'
 AE1480'TO REACH FROM THE COMMUNITY OF VAL VERDE WHICH IS ABOUT 2 MILES
 AE1480'EAST OF ALAMO, GO N 2.8 MILES ON BLACKTOP FARM ROAD 1423 FROM
 AE1480'ITS JUNCTION WITH U.S. HWY 83 TO A GRAVEL CROSS ROAD.  TURN RIGHT
 AE1480'FOR 1.1 MILES TO STATION ON THE LEFT.  STATION IS IN A FIELD
 AE1480'LINE ABOUT 0.1 MILES WEST OF FARM HOME OF OATIS KING.  STATION
 AE1480'IS 40 FT NORTH OF CENTERLINE OF GRAVEL ROAD.  TO REACH THE
 AE1480'AZIMUTH MARK, GO EAST .45 MILES TO T ROAD, TURN RIGHT .15 MILES
 AE1480'TO MARK ON RIGHT.
 AE1480
 AE1480                          STATION RECOVERY (1974)
 AE1480
 AE1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 AE1480'THE UNDERGROUND STATION MARK WAS RECOVERED.  THE SURFACE STATION
 AE1480'AND REFERENCE MARKS 1 AND 2 WERE FOUND ON TOP OF THE GROUND.
 AE1480'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  A NEW SURFACE
 AE1480'STATION MARK WAS SET AND REFERENCE MARK 1 WAS RESTAMPED AND SET
 AE1480'NEAR TO WHERE IT WAS.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 AE1480'A COMPLETE DESCRIPTION FOLLOWS.
 AE1480'
 AE1480'THE STATION IS ABOUT 3 MILES NORTHEAST OF DONNA, 8 MILES
 AE1480'SOUTHEAST OF EDINBURG, 7-1/2 MILES NORTHEAST OF PHARR AND ON
 AE1480'PROPERTY OWNED BY MR. O. KING, 716 SOUTH KANSAS STREET, WESLACO.
 AE1480'
 AE1480'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 AE1480'FARM ROAD 1423 AT THE NORTH EDGE OF VAL VERDE, GO NORTH FARM
 AE1480'ROAD 1423 FOR 0.8 0.8 MILE TO A CROSSROAD, FARM ROAD 495.
 AE1480'CONTINUE NORTH ON FARM ROAD 1423 FOR 1.1 MILE TO A SIDE ROAD
 AE1480'RIGHT.  TURN RIGHT AND GO EAST ON ELDORA ROAD FOR 0.3 MILE
 AE1480'TO A SIDE ROAD LEFT.  (TO REACH REFERENCE MARK 4 FROM HERE, TURN
 AE1480'LEFT AND GO NORTH ON A FARM DRIVE FOR 0.25 MILE TO THE MARK
 AE1480'ON THE RIGHT.) CONTINUE EAST ON ELDORA ROAD FOR 0.8 MILE TO
 AE1480'THE STATION ON THE LEFT.
 AE1480'
 AE1480'STATION MARK IS A STANDARD DISK STAMPED, KING 1947 1974, SET
 AE1480'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 AE1480'IS 8 INCHES BELOW THE GROUND.  IT IS 28.0 FEET NORTH OF THE
 AE1480'CENTER OF ELDORA ROAD, 46.9 FEET NORTHEAST OF A POWERLINE POLE
 AE1480'AND 92.7 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 AE1480'IS A STANDARD DISK STAMPED, KING 1947, SET IN AN IRREGULAR
 AE1480'MASS OF CONCRETE 30 INCHES BELOW THE GROUND.
 AE1480'
 AE1480'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, KING NO 1 1947
 AE1480'1974, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 AE1480'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 116.0 FEET NORTH
 AE1480'OF THE CENTER OF THE ROAD AND 138.9 FEET NORTHWEST OF THE
 AE1480'WITNESS POST.
 AE1480'
 AE1480'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, KING 1947 NO 1
 AE1480'1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 AE1480'THAT IS FLUSH WITH THE GROUND.  IT IS 1.3 FEET NORTHWEST OF THE
 AE1480'WITNESS POST AND 22.0 FEET NORTH OF THE CENTER OF THE ROAD.
 AE1480'
 AE1480'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, KING 1947 NO 4
 AE1480'1974 AZ, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AE1480'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 1.5
 AE1480'FEET NORTH OF A METAL WITNESS POST, 4.0 FEET SOUTH OF A
 AE1480'POWERLINE POLE NUMBERED 2F27 AND 11.0 FEET EAST-SOUTHEAST OF THE
 AE1480'APPROXIMATE CENTER OF A FARM DRIVE.
 AE1480'
 AE1480'HEIGHT OF LIGHT ABOVE STATION MARK 113.4 FEET.
 AE1480'
 AE1480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 AE1480'NORTHEAST OF DONNA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1592 ***********************************************************************
 AH1592  DESIGNATION -  KING
 AH1592  PID         -  AH1592
 AH1592  STATE/COUNTY-  TX/KLEBERG
 AH1592  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1592
 AH1592                         *CURRENT SURVEY CONTROL
 AH1592  ___________________________________________________________________
 AH1592* NAD 83(1993)-  27 33 07.96667(N)    097 56 26.98205(W)     ADJUSTED  
 AH1592* NAVD 88     -        37.9    (meters)     124.     (feet)  VERTCON   
 AH1592  ___________________________________________________________________
 AH1592  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AH1592  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AH1592
 AH1592  HORZ ORDER  -  FIRST
 AH1592
 AH1592.The horizontal coordinates were established by classical geodetic methods
 AH1592.and adjusted by the National Geodetic Survey in February 1996..
 AH1592
 AH1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1592
 AH1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1592
 AH1592.The geoid height was determined by GEOID03.
 AH1592
 AH1592;                    North         East     Units Scale Factor Converg.
 AH1592;SPC TX S     - 5,209,028.310   355,223.405   MT  0.99994089   +0 15 13.9
 AH1592;SPC TX S     -17,089,953.71  1,165,428.79   sFT  0.99994089   +0 15 13.9
 AH1592;UTM  14      - 3,048,047.436   604,571.173   MT  0.99973498   +0 29 23.9
 AH1592
 AH1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1592!SPC TX S     -   0.99999815  x   0.99994089  =   0.99993904
 AH1592!UTM  14      -   0.99999815  x   0.99973498  =   0.99973314
 AH1592
 AH1592|---------------------------------------------------------------------|
 AH1592| PID    Reference Object                     Distance      Geod. Az  |
 AH1592|                                                           dddmmss.s |
 AH1592| CV2508 KING RM 2                            23.069 METERS 04054     |
 AH1592| AH1593 KINGSVILLE KING RANCH TANK          APPROX. 4.4 KM 0764244.1 |
 AH1592| AH1587 BISHOP MUNICIPAL TANK               APPROX.14.9 KM 0770714.3 |
 AH1592| AH1584 KINGSVILLE PRESBYTERIAN CH          APPROX. 8.0 KM 1192106.9 |
 AH1592| AH1588 KINGSVILLE MO PAC RR RDHSE STK      APPROX. 8.2 KM 1233033.6 |
 AH1592| CV2509 KING RM 3                            25.606 METERS 13717     |
 AH1592| CV2507 KING RM                              16.338 METERS 23225     |
 AH1592| CV2506 KING AZ MK                                         3070707.5 |
 AH1592|---------------------------------------------------------------------|
 AH1592
 AH1592                          SUPERSEDED SURVEY CONTROL
 AH1592
 AH1592  NAD 83(1986)-  27 33 07.97659(N)    097 56 26.95932(W) AD(       ) 1
 AH1592  NAD 27      -  27 33 06.85300(N)    097 56 25.96100(W) AD(       ) 1
 AH1592  NGVD 29 (07/19/86)   38.0    (m)          125.     (f) VERT ANG       
 AH1592
 AH1592.Superseded values are not recommended for survey control.
 AH1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1592.See file dsdata.txt to determine how the superseded data were derived.
 AH1592
 AH1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0457148047(NAD 83)
 AH1592_MARKER: DS = TRIANGULATION STATION DISK
 AH1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1592_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1592
 AH1592  HISTORY     - Date     Condition        Report By
 AH1592  HISTORY     - 1913     MONUMENTED       CGS
 AH1592  HISTORY     - 1937     GOOD             TXHD
 AH1592  HISTORY     - 1953     GOOD             USGS
 AH1592  HISTORY     - 1961     GOOD             CGS
 AH1592
 AH1592                          STATION DESCRIPTION
 AH1592
 AH1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AH1592'STATION IS ON RATHER PROMINENT LOW KNOLL ABOUT 5-1/2 MILES
 AH1592'FROM KINGSVILLE, A FEW METERS E OF ALICE-KINGSVILLE AND
 AH1592'KING RANCH WAGON ROAD, IN PASTURE OWNED BY MRS. KING.
 AH1592'
 AH1592'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 AH1592'SET IN CONCRETE.
 AH1592'
 AH1592'REFERENCE MARK IS AT SAME ELEVATION AS STATION AND ALMOST
 AH1592'IN LINE OF TELEPHONE POLES AT W SIDE OF ROAD, AND 16.338
 AH1592'METERS (53.60 FEET) FROM STATION, S 52 DEG 26 MIN W.
 AH1592'FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION--KINGSVILLE
 AH1592'STANDPIPE, 5 MILES, S 63 DEG 07 MIN E. KING HOME RANCH,
 AH1592'CENTER OF SQUARE CUPOLA, 3 MILES, S 31 DEG 48 MIN E.
 AH1592'ELEVATION OF STATION 38.0 METERS (125 FEET).
 AH1592
 AH1592                          STATION RECOVERY (1937)
 AH1592
 AH1592'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AH1592'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 AH1592'HAS BEEN DISTURBED AS IT IS LOOSE IN THE GROUND AND THE
 AH1592'ARROW IS POINTING TO THE SE INSTEAD OF TOWARD THE STATION.
 AH1592'DESCRIPTION IS GENERALLY GOOD.
 AH1592'
 AH1592'TO REACH FROM INTERSECTION OF HIGHWAYS 16 AND 141 IN KINGSVILLE
 AH1592'GO NW ALONG HIGHWAY 141 3.75 MILES TO A PLANT GATE ON N SIDE
 AH1592'OF HIGHWAY WHICH IS ABOUT 100 FEET E OF A CATTLE PASS UNDER
 AH1592'HIGHWAY.  GO THROUGH GATE AND N ALONG A PLANK FENCE TO A GATE
 AH1592'IN ON LEFT 0.3 MILE.  GO THROUGH THIS GATE AND CONTINUE
 AH1592'NW, PASSING THROUGH ANOTHER GATE, A TOTAL OF 0.65 MILE TO
 AH1592'STATION ON LEFT (ABOUT 20 FEET FROM CENTER LINE OF PASTURE
 AH1592'ROAD.
 AH1592
 AH1592                          STATION RECOVERY (1953)
 AH1592
 AH1592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 AH1592'STATION RECOVERED IN GOOD CONDITION.  LOCATED ON A LOW PROMINENT
 AH1592'KNOLL ABOUT 5-1/2 MILES NW OF KINGSVILLE.  TO REACH STATION
 AH1592'FROM JUNCTION OF THE BUSINESS ROUTE OF U.S. HWY 77 AND TEXAS STATE
 AH1592'HWY 141 IN KINGSVILLE, GO W ON TEXAS 141 FOR 3.5 MILES.  TURN
 AH1592'RIGHT (N) OFF HIGHWAY THRU GATE AND GO 1.1 MILES TO CATTLE
 AH1592'PENS AND ROAD LEADING TO WEST.  GO THRU GATE ON ROAD TO WEST
 AH1592'FOR 1.0 MILES TO N SIDE OF LOW KNOLL WHERE STATION LOCATED.
 AH1592'TURN S UP KNOLL FOR 0.1 MILE TO TOP AND STATION SITE.
 AH1592'
 AH1592'STATION MARK IS A STANDARD USC AND GS BRONZE TABLET SET IN
 AH1592'CONCRETE POST AND 0.2 FEET BELOW THE SURFACE OF THE GROUND.
 AH1592'
 AH1592'REFERENCE MARK IS DESTROYED.
 AH1592
 AH1592                          STATION RECOVERY (1961)
 AH1592
 AH1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 AH1592'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 AH1592'MARK HAS BEEN DESTROYED.  REFERENCE MARKS NOS. 2 AND 3 AND AN
 AH1592'AZIMUTH MARK WERE SET.  A COMPLETE DESCRIPTION FOLLOWS--
 AH1592'
 AH1592'THE STATION IS APPROXIMATELY 17 MILES NORTHEAST OF PREMONT, 7
 AH1592'MILES EAST OF THE JIM WELLS-KLEBERG COUNTY LINE, 5 MILES
 AH1592'NORTHWEST OF KINGSVILLE, ON THE SUMMIT OF A LOW, BRUSH AND
 AH1592'CACTUS COVERED RIDGE, ON PROPERTY OWNED BY THE KING RANCH.
 AH1592'
 AH1592'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 AH1592'(BUSINESS ROUTE) AND STATE HIGHWAY 141 ONE BLOCK NORTH OF
 AH1592'THE POST OFFICE IN KINGSVILLE, GO NORTH ON HIGHWAY 77 FOR
 AH1592'1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 AH1592'ON D AVE 0.9 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH
 AH1592'(ARMSTRONG STREET) AND WEST ON A PAVED ROAD 3.0 MILES TO A
 AH1592'CROSSROAD IN STRATTON CAMP.  TURN RIGHT AND GO NORTH 0.1
 AH1592'MILE TO A GATE AND WATCHMANS HOUSE.  PASS THROUGH THE GATE
 AH1592'(PASS NEEDED) AND CONTINUE NORTH ON A PAVED ROAD 0.2 MILE TO A
 AH1592'FORK.  BEAR LEFT AND GO WEST AND SOUTHWEST OF A PAVED ROAD 2.7
 AH1592'MILES TO A BUMPER GATE.  PASS THROUGH THE GATE AND CONTINUE
 AH1592'SOUTHERLY 1.0 MILE TO A DIAGONAL CROSSROAD.  TURN LEFT AND
 AH1592'GO SOUTHEAST ON A CLICHE ROAD 1.1 MILES TO WHERE THE ROAD
 AH1592'AND TELEPHONE LINES CURVES LEFT.  TURN SHARP RIGHT ON A
 AH1592'DIM TRACK ROAD AND GO WEST 0.1 MILE TO A BOARD GATE ON THE
 AH1592'LEFT.  TURN LEFT, PASS THROUGH THE GATE (TURN RIGHT AND
 AH1592'GO WEST ALONG THE SOUTH SIDE OF A FENCE 0.25 MILE TO THE
 AH1592'AZIMUTH MARK NEAR THE FENCE.) AND GO SOUTHEAST 0.3 MILE TO
 AH1592'THE SUMMIT OF A LOW RIDGE AND THE STATION.
 AH1592'
 AH1592'STATION MARK IS A STANDARD DISK (NO STAMPING), SET IN A SQUARE
 AH1592'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ON
 AH1592'THE HIGHEST PART OF A LOW RIDGE AND APPROXIMATELY 0.2 MILE
 AH1592'SOUTH OF A TRACK ROAD AND TELEPHONE LINE.  THE UNDERGROUND DISK
 AH1592'WAS NOT INSPECTED.
 AH1592'
 AH1592'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KING NO 2 1913,
 AH1592'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 AH1592'IS NORTHEAST OF THE STATION AND ABOUT THE SAME ELEVATION AS
 AH1592'THE STATION.
 AH1592'
 AH1592'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KING NO 3 1913,
 AH1592'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 AH1592'SOUTHEAST OF THE STATION AND ABOUT THE SAME ELEVATION AS THE
 AH1592'STATION.
 AH1592'
 AH1592'AZIMUTH MARK IS A STANDARD DISK STAMPED KING 1913, SET IN A
 AH1592'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 26 FEET
 AH1592'SOUTHEAST OF THE SOUTHEAST ON OF TWO BRACED FENCE POSTS AND
 AH1592'4 FEET SOUTH OF THE FENCE.
 AH1592'
 AH1592'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 AH1592'
 AH1592'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0603 ***********************************************************************
 AO0603  DESIGNATION -  KING
 AO0603  PID         -  AO0603
 AO0603  STATE/COUNTY-  TX/MCMULLEN
 AO0603  USGS QUAD   -  TILDEN (1968)
 AO0603
 AO0603                         *CURRENT SURVEY CONTROL
 AO0603  ___________________________________________________________________
 AO0603* NAD 83(1993)-  28 22 53.02538(N)    098 35 39.69040(W)     ADJUSTED  
 AO0603* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 AO0603  ___________________________________________________________________
 AO0603  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AO0603  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AO0603
 AO0603  HORZ ORDER  -  SECOND
 AO0603
 AO0603.The horizontal coordinates were established by classical geodetic methods
 AO0603.and adjusted by the National Geodetic Survey in February 1996..
 AO0603
 AO0603.The orthometric height was scaled from a topographic map.
 AO0603
 AO0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0603
 AO0603.The geoid height was determined by GEOID03.
 AO0603
 AO0603;                    North         East     Units Scale Factor Converg.
 AO0603;SPC TXSC     - 4,060,811.633   639,758.239   MT  1.00000056   +0 11 55.4
 AO0603;SPC TXSC     -13,322,846.17  2,098,940.16   sFT  1.00000056   +0 11 55.4
 AO0603;UTM  14      - 3,139,519.602   539,742.577   MT  0.99961949   +0 11 34.2
 AO0603
 AO0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0603!SPC TXSC     -   0.99998078  x   1.00000056  =   0.99998134
 AO0603!UTM  14      -   0.99998078  x   0.99961949  =   0.99960028
 AO0603
 AO0603|---------------------------------------------------------------------|
 AO0603| PID    Reference Object                     Distance      Geod. Az  |
 AO0603|                                                           dddmmss.s |
 AO0603| CV5378 KING RM 1                            20.318 METERS 00329     |
 AO0603| CV5379 KING RM 2                            20.224 METERS 05240     |
 AO0603| CV5377 KING AZ MK                                         0755305.7 |
 AO0603|---------------------------------------------------------------------|
 AO0603
 AO0603                          SUPERSEDED SURVEY CONTROL
 AO0603
 AO0603  NAD 83(1986)-  28 22 53.02929(N)    098 35 39.66655(W) AD(       ) 2
 AO0603  NAD 27      -  28 22 52.04100(N)    098 35 38.60300(W) AD(       ) 2
 AO0603
 AO0603.Superseded values are not recommended for survey control.
 AO0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0603.See file dsdata.txt to determine how the superseded data were derived.
 AO0603
 AO0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS3974339520(NAD 83)
 AO0603_MARKER: DS = TRIANGULATION STATION DISK
 AO0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0603_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AO0603
 AO0603  HISTORY     - Date     Condition        Report By
 AO0603  HISTORY     - 1952     MONUMENTED       CGS
 AO0603  HISTORY     - 1953     GOOD             CGS
 AO0603
 AO0603                          STATION DESCRIPTION
 AO0603
 AO0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (HSC)
 AO0603'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF TILDEN, ON A
 AO0603'MESQUITE COVERED HILL AMONG A GROUP OF HILLS KNOWN AS KINGS
 AO0603'HILLS, AND ON LAND OWNED BY MR. ARTHUR LOWE.
 AO0603'
 AO0603'TO REACH THE STATION FROM THE COURTHOUSE IN TILDEN.  GO SOUTH
 AO0603'ON STATE ROUTE 173 FOR 0.6 MILES TO A SIDE ROAD RIGHT.  TURN
 AO0603'RIGHT AND FOLLOW A DIRT ROAD SOUTHERLY FOR 4.7 MILES TO A ROAD
 AO0603'FORK, JUST AFTER PASSING A LARGE STONE HOUSE ON THE RIGHT.
 AO0603'TAKE THE LEFT FORK AND GO SOUTHEAST FOR 1.2 MILES TO A GATE.
 AO0603'PASS THROUGH THE GATE AND CONTINUE ON DIRT ROAD FOR 1.4 MILES
 AO0603'TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND FOLLOW TRACK
 AO0603'ROAD EASTERLY FOR 0.15 MILE TO A GATE.  PASS THROUGH THE GATE
 AO0603'AND CONTINUE EAST FOR 0.1 MILE TO A GAP IN AN OLD FENCE LINE.
 AO0603'THE STATION IS 0.2 MILE EAST OF HERE ON THE HIGHEST POINT OF
 AO0603'THE HILL.  A FOUR-WHEEL DRIVE VEHICLE CAN BE DRIVEN TO THE
 AO0603'STATION.
 AO0603'
 AO0603'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOPS OF CONCRETE
 AO0603'CYLINDERS.
 AO0603'
 AO0603'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AO0603'STAMPED KING 1952.
 AO0603'
 AO0603'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.
 AO0603'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 AO0603'KING NO 1 1952.
 AO0603'
 AO0603'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION.  THE
 AO0603'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED KING NO
 AO0603'2 1952.
 AO0603'
 AO0603'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK DUE
 AO0603'TO TIMBER.
 AO0603
 AO0603                          STATION RECOVERY (1953)
 AO0603
 AO0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0603'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 AO0603'NEW AZIMUTH MARK WAS SET ON TOP OF A RIDGE ABOUT 0.25 MILES
 AO0603'EAST OF STATION.  10 FEET NORTH OF A BULL-DOZED ROAD AND 2 FEET
 AO0603'SOUTH OF A EAST-WEST FENCE LINE.  IT IS A STANDARD DISK STAMPED,
 AO0603'KING 1952 1953 SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 AO0603'4 INCHES.
 AO0603'
 AO0603'DUE TO ROAD CHANGES, FOLLOWING IS A NEW DESCRIPTION FOR REACHING
 AO0603'STATION--REACHED FROM THE JUNCTION OF STATE ROUTE 173 AND FARM
 AO0603'ROAD 63 IN TILDEN BY GOING SOUTH ON STATE ROUTE 173 FOR 0.7 MILES
 AO0603'TO A FORK RIGHT.  LEAVE NO. 173 TAKE RIGHT FORK THRU CATTLE
 AO0603'GUARD AND FOLLOW GRADED DIRT ROAD SOUTHWESTERLY FOR 4.5 MILES
 AO0603'TO A LARGE STONE HOUSE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 AO0603'FOR 0.15 MILES TO A TRAIL ROAD FORKING LEFT, ABOUT 75 YARDS
 AO0603'BEFORE ARRIVING AT A CATTLE GUARD.  TAKE LEFT FORK AND FOLLOW
 AO0603'TRAIL ROAD SOUTHEASTERLY FOR 1.2 MILES TO A BOARD GATE.
 AO0603'PASS THRU GATE AND GO 0.2 MILES TO A FORK.  THEN STRAIGHT AHEAD
 AO0603'ON LEFT FORK, PASSING AN OLD WOOD WINDMILL ON THE RIGHT, FOR
 AO0603'0.9 MILES TO A FENCE CORNER.  CONTINUE STRAIGHT AHEAD
 AO0603'ON MAIN ROAD FOR 0.3 MILES TO TOP OF RIDGE AND A DIM TRAIL
 AO0603'ROAD LEADING TO THE LEFT.  TURN LEFT AND GO EASTERLY FOR
 AO0603'0.15 MILES TO A GATE IN A NORTH-SOUTH FENCE.  PASS THRU
 AO0603'GATE AND CONTINUE ON DIM TRAIL ROAD FOR 0.1 MILES TO A
 AO0603'GAP IN AN OLD FENCE.  PASS THRU GAP AND CONTINUE OVER ROUGH,
 AO0603'TRAIL ROAD, EASTERLY, UP HILL FOR 0.2 MILES TO HIGHEST
 AO0603'POINT OF BENCH AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0434 ***********************************************************************
 BO0434  DESIGNATION -  KING
 BO0434  PID         -  BO0434
 BO0434  STATE/COUNTY-  TX/MENARD
 BO0434  USGS QUAD   -  FORT MC KAVETT NE (1982)
 BO0434
 BO0434                         *CURRENT SURVEY CONTROL
 BO0434  ___________________________________________________________________
 BO0434* NAD 83(1993)-  30 59 14.02406(N)    100 04 06.44284(W)     ADJUSTED  
 BO0434* NAVD 88     -       727.     (meters)    2385.     (feet)  SCALED    
 BO0434  ___________________________________________________________________
 BO0434  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 BO0434  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 BO0434
 BO0434  HORZ ORDER  -  FIRST
 BO0434
 BO0434.The horizontal coordinates were established by classical geodetic methods
 BO0434.and adjusted by the National Geodetic Survey in February 1996..
 BO0434
 BO0434.The orthometric height was scaled from a topographic map.
 BO0434
 BO0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 BO0434
 BO0434.The geoid height was determined by GEOID03.
 BO0434
 BO0434;                    North         East     Units Scale Factor Converg.
 BO0434;SPC TX C     - 3,146,420.957   725,297.237   MT  0.99988177   +0 08 11.1
 BO0434;SPC TX C     -10,322,882.76  2,379,579.35   sFT  0.99988177   +0 08 11.1
 BO0434;UTM  14      - 3,428,676.344   397,982.291   MT  0.99972838   -0 33 00.5
 BO0434
 BO0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BO0434!SPC TX C     -   0.99988939  x   0.99988177  =   0.99977117
 BO0434!UTM  14      -   0.99988939  x   0.99972838  =   0.99961780
 BO0434
 BO0434|---------------------------------------------------------------------|
 BO0434| PID    Reference Object                     Distance      Geod. Az  |
 BO0434|                                                           dddmmss.s |
 BO0434| CV5375 KING RM 1                            32.220 METERS 04851     |
 BO0434| CV5376 KING RM 2                            34.084 METERS 28126     |
 BO0434| CV5374 KING AZ MK                                         3265239.0 |
 BO0434|---------------------------------------------------------------------|
 BO0434
 BO0434                          SUPERSEDED SURVEY CONTROL
 BO0434
 BO0434  NAD 83(1986)-  30 59 14.03111(N)    100 04 06.42850(W) AD(       ) 1
 BO0434  NAD 27      -  30 59 13.42200(N)    100 04 05.14700(W) AD(       ) 1
 BO0434
 BO0434.Superseded values are not recommended for survey control.
 BO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0434.See file dsdata.txt to determine how the superseded data were derived.
 BO0434
 BO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV9798228676(NAD 83)
 BO0434_MARKER: DS = TRIANGULATION STATION DISK
 BO0434_SETTING: 66 = SET IN ROCK OUTCROP
 BO0434_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 BO0434
 BO0434  HISTORY     - Date     Condition        Report By
 BO0434  HISTORY     - 1935     MONUMENTED       CGS
 BO0434  HISTORY     - 1942     GOOD             CGS
 BO0434  HISTORY     - 1961     GOOD             CGS
 BO0434
 BO0434                          STATION DESCRIPTION
 BO0434
 BO0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 BO0434'STATION LOCATED ON LAND OF MR. J.T. CALLAN, 11-1/2 MILES, A
 BO0434'LITTLE E OF N OF FORT MC KAVETT, 3 MILES E OF THE MENARD-SCHLEICHER
 BO0434'COUNTY LINE ON THE TOP OF A SMALL ROCKY HILL ABOUT 1 MILE E
 BO0434'OF THE N AND S MAIN HIGHWAY, ABOUT 1-1/2 MILES ENE OF THE
 BO0434'J.T. CALLAN HOUSE.  STATION IS ABOUT THE CENTER OF THE SMALL
 BO0434'FLAT-TOPPED HILL, 58 FEET N OF THE S EDGE, 50 FEET W OF THE
 BO0434'E EDGE, AND 32 FEET E OF THE W EDGE OF THE HILL.
 BO0434'
 BO0434'STATION MARK IS A STANDARD BRONZE DISK SET IN DRILL HOLE IN
 BO0434'BEDROCK, ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 BO0434'
 BO0434'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 BO0434'IN OUTCROPPING BEDROCK.
 BO0434'
 BO0434'REFERENCE MARK NO. 1 IS 32.220 METERS (105.72 FEET) NE OF THE
 BO0434'STATION WHERE THE HILL BEGINS SLOPING TO THE N.
 BO0434'
 BO0434'REFERENCE MARK NO. 2 IS 34.084 METERS (111.79 FEET) W OF THE
 BO0434'STATION.
 BO0434'
 BO0434'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BO0434'
 BO0434'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NW OF THE STATION.
 BO0434'TO REACH AZIMUTH, GO 0.35 MILE N TO E AND W ROAD, THEN TURN
 BO0434'LEFT (W) 0.05 MILE TO MARK ON LEFT, 40 FEET S OF ROAD.  MARK
 BO0434'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 BO0434'
 BO0434'STATION REACHED FROM THE GULF GAS STATION IN FORT MC KAVETT
 BO0434'BY GOING E ON THE MENARD ROAD FOR 0.2 MILE, THEN TAKE LEFT
 BO0434'FORK (N) OFF MENARD ROAD FOR 0.5 MILE, THEN FORD SAN SABA
 BO0434'RIVER AND FOLLOW MAIN GRADED ROAD N FOR 10.6 MILES TO A MAIN
 BO0434'CROSSROADS AND SIGNS MENARD 22 AND MC KAVETT 11.  CONTINUE
 BO0434'STRAIGHT AHEAD (NNE) FOR 1.05 MILES, THEN TURN RIGHT OFF
 BO0434'OF GRADED AND FOLLOW PASTURE ROAD IN AN EASTWARD DIRECTION FOR
 BO0434'0.9 MILE, TAKE DIM RIGHT ROAD (S) FOR 0.35 MILE, THEN TURN
 BO0434'LEFT OFF ROAD AND TOWARD HILL TO E FOR 0.05 MILE TO TOP OF
 BO0434'ROCKY HILL AND STATION.
 BO0434'
 BO0434'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BO0434
 BO0434                          STATION RECOVERY (1942)
 BO0434
 BO0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WPM)
 BO0434'STATION IN GOOD CONDITION.  DID NOT HAVE DESCRIPTION.  AZIMUTH
 BO0434'MARK RECOVERED.
 BO0434
 BO0434                          STATION RECOVERY (1961)
 BO0434
 BO0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GMP)
 BO0434'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 BO0434'FOLLOWS.
 BO0434'
 BO0434'STATION IS LOCATED ON A SMALL ROCKY FLAT TOPPED HILL ON THE LAND
 BO0434'OF M.H. CALLAN, 11-1/2 MILES NORTH OF FORT MC KAVETT, 3 MILES
 BO0434'EAST OF THE MENARD-SCHLEICHER COUNTY LINE, ABOUT 1 MILE EAST
 BO0434'OF THE MAIN NORTH-SOUTH GRADED ROAD, AND ABOUT 1/2 MILE NORTHWEST
 BO0434'OF HOUSE OF M.H. CALLAN.
 BO0434'
 BO0434'TO REACH THE STATION FROM MENARD, GO NORTH ONE BLOCK FROM THE
 BO0434'MENARD COUNTY COURTHOUSE TO FARM ROAD 2092.  TURN LEFT AND GO
 BO0434'WEST TWO BLOCKS TO JUNCTION WITH U.S. HIGHWAY 83 AND STATE HIGHWAY
 BO0434'29.  TURN RIGHT AND GO NORTH FOR 0.4 MILE ACROSS SAN SABA RIVER
 BO0434'TO JUNCTION OF HIGHWAY 83 AND 29.  TURN LEFT AND GO WEST OF
 BO0434'HIGHWAY 29 FOR 15.7 MILES TO JUNCTION WITH FARM ROAD 864 ON THE
 BO0434'LEFT.  CONTINUE WEST ON HIGHWAY 29 FOR 4.45 MILES TO A
 BO0434'CROSSROAD.  TURN RIGHT AND GO NORTH ON GRADED ROAD FOR
 BO0434'6.55 MILES TO A T-INTERSECTION AND CATTLE GUARD GATE ON
 BO0434'RIGHT.  TURN RIGHT THROUGH GATE AND GO EAST AND NORTHEAST
 BO0434'ON GRADED ROAD FOR 1.7 MILES TO HOME OF M.H. CALLAN.
 BO0434'CONTINUE NORTHEAST ON TRACK ROAD FOR 0.1 MILE TO A GARAGE
 BO0434'ON LEFT.  TURN LEFT AND GO NORTH ON WEST SIDE OF GARAGE ON
 BO0434'TRACK ROAD FOR 0.1 MILE TO A BOARD GATE.  GO THROUGH GATE
 BO0434'INTO A FEED LOT, TURN LEFT AND GO NORTHWEST ON TRACK
 BO0434'ROAD FOR 100 YARDS TO A GATE AND FORK IN ROAD.  GO THROUGH GATE,
 BO0434'TAKE RIGHT FORK, AND CONTINUE NORTHWEST AND NORTH ON TRACK
 BO0434'ROAD FOR 0.5 MILE.  TURN LEFT AND DRIVE NORTHWEST ACROSS
 BO0434'PASTURE AND AROUND BASE OF SMALL HILL FOR 0.1 MILES.  TURN
 BO0434'RIGHT AND GO NORTHEAST UP HILL FOR 100 YARDS TO STATION
 BO0434'SITE.
 BO0434'
 BO0434'STATION, A STANDARD DISK STAMPED KING 1935, IS SET IN BEDROCK
 BO0434'6 INCHES BELOW THE GROUND SURFACE.  IT IS 48 FEET FROM EAST
 BO0434'EDGE, 36 FEET FROM WEST EDGE, AND 55 FEET FROM SOUTHWEST END OF
 BO0434'HILLTOP.
 BO0434'
 BO0434'REFERENCE MARK 1, A STANDARD DISK STAMPED KING 1935 NO 1,
 BO0434'IS NORTHEAST OF STATION.  IT IS SET IN BEDROCK, FLUSH WITH
 BO0434'SURFACE, AT THE NORTHEAST END OF HILLTOP.
 BO0434'
 BO0434'REFERENCE MARK 2, A STANDARD DISK STAMPED KING 1935 NO 2, IS
 BO0434'WEST OF STATION.  IT IS SET IN BEDROCK, FLUSH WITH SURFACE,
 BO0434'ABOUT 10 FEET LOWER THAN STATION AND ABOUT HALF WAY DOWN THE
 BO0434'WEST SLOPE OF HILL.
 BO0434'
 BO0434'AZIMUTH MARK, A STANDARD DISK STAMPED KING 1935, IS NORTHWEST
 BO0434'OF STATION.  IT IS SET IN A 12 INCH CONCRETE POST PROJECTING
 BO0434'8 INCHES AND IS 36 FEET SOUTH OF A TRACK ROAD.  TO REACH,
 BO0434'CONTINUE ON TRACK ROAD, FROM 0.5 MILE POINT, NORTH, WEST, AND
 BO0434'SOUTHWEST FOR 1.0 MILE AND AZIMUTH MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1357 ***********************************************************************
 BZ1357  DESIGNATION -  KING
 BZ1357  PID         -  BZ1357
 BZ1357  STATE/COUNTY-  TX/CORYELL
 BZ1357  USGS QUAD   -  PURMELA (1995)
 BZ1357
 BZ1357                         *CURRENT SURVEY CONTROL
 BZ1357  ___________________________________________________________________
 BZ1357* NAD 83(1993)-  31 23 35.87925(N)    097 53 37.82977(W)     ADJUSTED  
 BZ1357* NAVD 88     -       357.8    (meters)    1174.     (feet)  VERTCON   
 BZ1357  ___________________________________________________________________
 BZ1357  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 BZ1357  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ1357
 BZ1357  HORZ ORDER  -  FIRST
 BZ1357
 BZ1357.The horizontal coordinates were established by classical geodetic methods
 BZ1357.and adjusted by the National Geodetic Survey in February 1996..
 BZ1357
 BZ1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ1357
 BZ1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ1357
 BZ1357.The geoid height was determined by GEOID03.
 BZ1357
 BZ1357;                    North         East     Units Scale Factor Converg.
 BZ1357;SPC TX C     - 3,193,951.774   931,979.543   MT  0.99990505   +1 15 23.3
 BZ1357;SPC TX C     -10,478,823.45  3,057,669.55   sFT  0.99990505   +1 15 23.3
 BZ1357;UTM  14      - 3,473,719.624   605,167.703   MT  0.99973642   +0 34 34.5
 BZ1357
 BZ1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ1357!SPC TX C     -   0.99994805  x   0.99990505  =   0.99985310
 BZ1357!UTM  14      -   0.99994805  x   0.99973642  =   0.99968448
 BZ1357
 BZ1357:                Primary Azimuth Mark                     Grid Az
 BZ1357:SPC TX C     -  GERMAN BAPTIST CHURCH                    032 21 03.1
 BZ1357:UTM  14      -  GERMAN BAPTIST CHURCH                    033 01 51.9
 BZ1357
 BZ1357|---------------------------------------------------------------------|
 BZ1357| PID    Reference Object                     Distance      Geod. Az  |
 BZ1357|                                                           dddmmss.s |
 BZ1357| BZ1358 GERMAN BAPTIST CHURCH               APPROX. 3.2 KM 0333626.4 |
 BZ1357| CV5370 KING AZ MK                                         0512934.6 |
 BZ1357| BZ1335 GATESVILLE CORYELL CO CTHSE         APPROX.14.4 KM 0713015.6 |
 BZ1357| CV5372 KING RM 1                            10.910 METERS 15730     |
 BZ1357| CV5373 KING RM 2                            63.277 METERS 24514     |
 BZ1357| CV5371 KING RM                              57.153 METERS 29816     |
 BZ1357|---------------------------------------------------------------------|
 BZ1357
 BZ1357                          SUPERSEDED SURVEY CONTROL
 BZ1357
 BZ1357  NAD 83(1986)-  31 23 35.88815(N)    097 53 37.81336(W) AD(       ) 1
 BZ1357  NAD 27      -  31 23 35.29600(N)    097 53 36.71900(W) AD(       ) 1
 BZ1357  NGVD 29 (07/19/86)  357.7    (m)         1174.     (f) VERT ANG       
 BZ1357
 BZ1357.Superseded values are not recommended for survey control.
 BZ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1357.See file dsdata.txt to determine how the superseded data were derived.
 BZ1357
 BZ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV0516873720(NAD 83)
 BZ1357_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BZ1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1357
 BZ1357  HISTORY     - Date     Condition        Report By
 BZ1357  HISTORY     - 1902     MONUMENTED       CGS
 BZ1357  HISTORY     - 1919     GOOD             CGS
 BZ1357  HISTORY     - 1937     GOOD             TXHD
 BZ1357  HISTORY     - 1943     SEE DESCRIPTION  CGS
 BZ1357  HISTORY     - 1957     GOOD             AMS
 BZ1357  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1357
 BZ1357                          STATION DESCRIPTION
 BZ1357
 BZ1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (OWF)
 BZ1357'ABOUT 9-1/4 MILES SW OF GATESVILLE, 1 MILE NE OF KING POST
 BZ1357'OFFICE, 1-1/4 MILES S OF THE GATESVILLE-PEARL WAGON ROAD,
 BZ1357'ONE-FOURTH MILE N OF THE GATESVILLE-LAMPASAS ROAD, AND 1-1/3
 BZ1357'MILES NNE FROM COWHOUSE CREEK, ON NW SIDE OF HIGHEST AND
 BZ1357'NORTHERNMOST OF TWO PROMINENT HILLS WHICH ARE THE LAST OF A HIGH
 BZ1357'RIDGE EXTENDING TO NW.  ORIGINAL SURFACE MARK WAS NAIL SET IN
 BZ1357'2- BY 24-INCH IRON PIPE FILLED WITH AND SET IN CONCRETE.
 BZ1357'IN 1919 IT WAS FOUND DAMAGED AND WAS REPLACED BY BRONZE
 BZ1357'STATION DISK IN CONCRETE.  UNDERGROUND MARK IS NAIL SET IN 2-
 BZ1357'BY 24-INCH GALVANIZED-IRON PIPE WHICH IS FILLED WITH AND SET IN
 BZ1357'CONCRETE.  REFERENCE MARK IS NAIL IN TERRA-COTTA PIPE SET IN
 BZ1357'CONCRETE.
 BZ1357'IT IS IN AN OPEN SPACE OF GROUND IN LINE WITH TWO LIVE-OAK
 BZ1357'TREES, 6 INCHES IN DIAMETER AND ABOUT 2 YARDS APART, THE
 BZ1357'NEAREST TREE BEING BOX-BLAZED AND DISTANT 4.45 METERS
 BZ1357'(14.6 FEET) N 7 DEG E FROM THE REFERENCE MARK.  REFERENCE MARK
 BZ1357'IS 57.153 METERS (187.51 FEET) FROM STATION.
 BZ1357'OTHER DISTANCES AND BEARINGS ARE AS FOLLOWS--S
 BZ1357'END OF RIDGE BEAM OF HOUSE OF A.F. NEUTZTER, ABOUT
 BZ1357'THREE-FOURTHS MILE, N 10 DEG 53 MIN E.  SPIRE OF GERMAN
 BZ1357'EVANGELICAL CHURCH, ABOUT 2 MILES, N 33 DEG 36 MIN E.
 BZ1357'ELEVATION OF STATION, 357.7 METERS (1,174 FEET).
 BZ1357
 BZ1357                          STATION RECOVERY (1919)
 BZ1357
 BZ1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 BZ1357'IT WAS FOUND CONSIDERABLY HAMMERED BUT OTHERWISE IN GOOD CONDITION.
 BZ1357
 BZ1357                          STATION RECOVERY (1937)
 BZ1357
 BZ1357'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ1357'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SATISFACTORY.
 BZ1357'THIS STATION CANNOT BE REACHED BY AUTO.  NO ATTEMPT MADE TO
 BZ1357'RECOVER REFERENCE MARKS.
 BZ1357
 BZ1357                          STATION RECOVERY (1943)
 BZ1357
 BZ1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BZ1357'STATION WAS RECOVERED AS DESCRIBED BUT A NEW SURFACE MARK AND
 BZ1357'REFERENCE MARK HAVE BEEN SET.
 BZ1357'
 BZ1357'STATION IS LOCATED ON THE E SIDE OF A CLEARED PATH RUNNING
 BZ1357'ACROSS THE TOP OF THE HILL IN A N-S DIRECTION.  STATION IS
 BZ1357'MARKED BY A BRONZE DISK SET IN AN 8-INCH BLOCK OF CONCRETE
 BZ1357'WHICH PROJECTS ABOUT 10 INCHES.  DISK IS STAMPED KING 1919 1943.
 BZ1357'
 BZ1357'REFERENCE MARK NO. 1 IS A 3/4-INCH BRONZE PIN SET IN A 12-INCH
 BZ1357'BLOCK OF CONCRETE 36 FEET SE OF THE STATION.  THE MARK IS NOT
 BZ1357'STAMPED AND IS SET FLUSH.
 BZ1357'
 BZ1357'REFERENCE MARK NO. 2 IS 207 FEET SW OF THE STATION AND IS SET
 BZ1357'FLUSH IN BEDROCK.  MARK IS 40 FEET N OF THE SOUTHWESTERLY EDGE
 BZ1357'OF THE HILL AND 5 FEET N OF A SMALL ROCK CAIRN.  MARK IS
 BZ1357'STAMPED KING NO. 2 1919 1943.
 BZ1357'
 BZ1357'AZIMUTH MARK IS 7 PACES SOUTHWESTERLY FROM THE CENTER LINE OF THE
 BZ1357'ROAD AND 17 PACES NORTHWESTERLY FROM MR. M. SCHOENEWOLFS DRIVE
 BZ1357'AND MAIL BOX.  MARK IS STAMPED KING 1919 1943 AND PROJECTS ABOUT
 BZ1357'3 INCHES.
 BZ1357'
 BZ1357'TO REACH THE STATION FROM THE COURTHOUSE IN GATESVILLE GO W
 BZ1357'ON U.S. HIGHWAY 84 FOR 5.8 MILES TO A SIDE ROAD LEFT, TURN LEFT
 BZ1357'AND GO 2.7 MILES TO A FORKS, TAKE RIGHT FORK AND GO 0.95 MILE
 BZ1357'TO A SIDE ROAD LEFT, *TURN LEFT AND GO 1.8 MILES TO A SIDE
 BZ1357'TRAIL ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO A GATE, PASS
 BZ1357'THROUGH THE GATE AND GO 0.45 MILE TO ANOTHER GATE, PASS THROUGH
 BZ1357'AND TURN RIGHT UP HILL AS FAR AS POSSIBLE.  THEN WALK UP HILL TO
 BZ1357'THE HIGHEST POINT AND THE STATION.
 BZ1357'
 BZ1357'*TO REACH THE AZIMUTH FROM THIS POINT CONTINUE STRAIGHT AHEAD
 BZ1357'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT IN A FENCE LINE.
 BZ1357
 BZ1357                          STATION RECOVERY (1957)
 BZ1357
 BZ1357'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 BZ1357'STATION WAS RECOVERED IN GOOD CONDITION, BUT IS COVERED WITH
 BZ1357'BRUSH AND IS HARD TO FIND.  TREES HAVE GROWN UP AROUND IT.
 BZ1357'ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BZ1357'MARK WAS RECOVERED IN GOOD CONDITION.
 BZ1357
 BZ1357                          STATION RECOVERY (2001)
 BZ1357
 BZ1357'RECOVERY NOTE BY US POWER SQUADRON 2001 (JP)
 BZ1357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1025 ***********************************************************************
 CA1025  DESIGNATION -  KING
 CA1025  PID         -  CA1025
 CA1025  STATE/COUNTY-  TX/MILLS
 CA1025  USGS QUAD   -  MULLIN (1980)
 CA1025
 CA1025                         *CURRENT SURVEY CONTROL
 CA1025  ___________________________________________________________________
 CA1025* NAD 83(1993)-  31 36 53.02754(N)    098 44 48.45867(W)     ADJUSTED  
 CA1025* NAVD 88     -       470.4    (meters)    1543.     (feet)  VERTCON   
 CA1025  ___________________________________________________________________
 CA1025  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 CA1025  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CA1025
 CA1025  HORZ ORDER  -  FIRST
 CA1025
 CA1025.The horizontal coordinates were established by classical geodetic methods
 CA1025.and adjusted by the National Geodetic Survey in February 1996..
 CA1025
 CA1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1025
 CA1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1025
 CA1025.The geoid height was determined by GEOID03.
 CA1025
 CA1025;                    North         East     Units Scale Factor Converg.
 CA1025;SPC TX C     - 3,217,031.293   850,526.256   MT  0.99993888   +0 49 01.8
 CA1025;SPC TX C     -10,554,543.50  2,790,434.89   sFT  0.99993888   +0 49 01.8
 CA1025;UTM  14      - 3,497,760.520   524,016.154   MT  0.99960711   +0 07 57.8
 CA1025
 CA1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1025!SPC TX C     -   0.99993018  x   0.99993888  =   0.99986906
 CA1025!UTM  14      -   0.99993018  x   0.99960711  =   0.99953732
 CA1025
 CA1025:                Primary Azimuth Mark                     Grid Az
 CA1025:SPC TX C     -  DEMOCRAT                                 059 20 25.7
 CA1025:UTM  14      -  DEMOCRAT                                 060 01 29.7
 CA1025
 CA1025|---------------------------------------------------------------------|
 CA1025| PID    Reference Object                     Distance      Geod. Az  |
 CA1025|                                                           dddmmss.s |
 CA1025| CA1023 DEMOCRAT                            APPROX.15.7 KM 0600927.5 |
 CA1025| CV5380 KING RM 1                            18.603 METERS 06849     |
 CA1025| CA1024 VILLA USGS 1975                       8.979 METERS 17539     |
 CA1025|---------------------------------------------------------------------|
 CA1025
 CA1025                          SUPERSEDED SURVEY CONTROL
 CA1025
 CA1025  NAD 83(1986)-  31 36 53.03869(N)    098 44 48.44216(W) AD(       ) 1
 CA1025  NAD 27      -  31 36 52.48465(N)    098 44 47.27745(W) AD(       ) 1
 CA1025  NGVD 29 (07/19/86)  470.3    (m)         1543.     (f) VERT ANG       
 CA1025
 CA1025.Superseded values are not recommended for survey control.
 CA1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1025.See file dsdata.txt to determine how the superseded data were derived.
 CA1025
 CA1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV2401697761(NAD 83)
 CA1025_MARKER: DS = TRIANGULATION STATION DISK
 CA1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA1025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CA1025
 CA1025  HISTORY     - Date     Condition        Report By
 CA1025  HISTORY     - 1975     MONUMENTED       NGS
 CA1025
 CA1025                          STATION DESCRIPTION
 CA1025
 CA1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 CA1025'THE STATION IS LOCATED ABOUT 16-1/2 MILES EAST-SOUTHEAST OF
 CA1025'BROWNWOOD, 6-1/2 MILES NORTHWEST OF MULLIN, 5 MILES SOUTHEAST
 CA1025'OF ZEPHYR AND ON THE HIGHEST HILL ABOUT 1-1/2 MILES WEST OF
 CA1025'HIGHWAY 84 AND 183.  IT IS ON LAND OWNED BY MR. TALMAGE KING OF
 CA1025'MULLIN, PHONE NUMBER 915-985-3362.
 CA1025'
 CA1025'TO REACH THE STATION FROM THE POST OFFICE IN ZEPHYR, GO
 CA1025'SOUTHEAST ON U.S. HIGHWAY 84 AND 183 FOR 2.0 MILES TO BROWN
 CA1025'AND MILLS COUNTY LINE, CONTINUE FOR 1.7 MILES TO A BLADED SIDE
 CA1025'ROAD RIGHT, CONTINUE AHEAD FOR 0.9 MILE TO A BLADED SIDE ROAD
 CA1025'RIGHT, TURN SHARP RIGHT AND GO 0.05 MILE TO A WIRE GATE AND
 CA1025'SIGN KING RANCH.  PASS THROUGH GATE AND GO SOUTHERLY ON RANCH
 CA1025'ROAD FOR 0.8 MILE TO AN OLD ABANDONED RANCH HOUSE AND A GATE
 CA1025'SOUTHEAST OF HOUSE, PASS THROUGH GATE AND FOLLOW MAIN TRACK
 CA1025'ROAD SOUTHERLY FOR 0.15 MILE TO A MESH GATE, PASS THROUGH WIRE
 CA1025'GATE AND CONTINUE AHEAD 0.1 MILE TO THE RAILROAD TRACKS AND A
 CA1025'WIRE GATE, PASS THROUGH THE GATE CROSSING RAILROAD TRACKS
 CA1025'FOR 0.05 MILE TO A GATE, PASS THROUGH GATE AND FOLLOW MAIN
 CA1025'TRACK ROAD SOUTHERLY FOR 0.85 MILE TO A FORK AT SOUTHEAST
 CA1025'SHOULDER OF HILL, KEEP RIGHT AND GO WESTERLY FOR 0.1 MILE TO A
 CA1025'DIM FORK, CONTINUE TO THE RIGHT AND GO 0.15 MILE TO THE TOP OF
 CA1025'HILL, CONTINUE UP HILL FOR 0.05 MILE FOLLOWING DIM TRACK
 CA1025'ROAD TO THE STATION.
 CA1025'
 CA1025'STATION MARKS ARE STANDARD DISKS STAMPED KING 1975.  THE SURFACE
 CA1025'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CA1025'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 CA1025'IS 20.5 FEET WEST-SOUTHWEST OF AN 8-INCH OAK TREE AND METAL
 CA1025'WITNESS POST AND 18 FEET NORTH OF A 12-INCH OAK TREE WITH
 CA1025'TRIANGLE BLAZE.
 CA1025'
 CA1025'REFERENCE MARK 1, A STANDARD DISK STAMPED KING NO 1 1975, IS SET
 CA1025'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CA1025'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 42.5 FEET
 CA1025'NORTHEAST OF THE OAK TREE WITH A WITNESS POST SIGN ATTACHED.
 CA1025'
 CA1025'VILLA USGS, A STANDARD U.S. GEOLOGICAL DISK STAMPED VILLA 1947,
 CA1025'IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES
 CA1025'ABOVE THE GROUND SURFACE.  IT IS 32 FEET SOUTH-SOUTHWEST OF
 CA1025'THE OAK TREE WITH METAL WITNESS POST SIGN ATTACHED.
 CA1025'
 CA1025'HEIGHT OF LIGHT ABOVE STATION MARK 10.65 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0837 ***********************************************************************
 BP0837  DESIGNATION -  KING
 BP0837  PID         -  BP0837
 BP0837  STATE/COUNTY-  TX/TERRELL
 BP0837  USGS QUAD   -  ALLEN RANCH (1969)
 BP0837
 BP0837                         *CURRENT SURVEY CONTROL
 BP0837  ___________________________________________________________________
 BP0837* NAD 83(1993)-  30 16 45.86012(N)    102 08 28.17536(W)     ADJUSTED  
 BP0837* NAVD 88     -       849.     (meters)    2785.     (feet)  SCALED    
 BP0837  ___________________________________________________________________
 BP0837  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 BP0837  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 BP0837
 BP0837  HORZ ORDER  -  THIRD
 BP0837
 BP0837.The horizontal coordinates were established by classical geodetic methods
 BP0837.and adjusted by the National Geodetic Survey in February 1996..
 BP0837
 BP0837.The orthometric height was scaled from a topographic map.
 BP0837
 BP0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0837
 BP0837.The geoid height was determined by GEOID03.
 BP0837
 BP0837;                    North         East     Units Scale Factor Converg.
 BP0837;SPC TXSC     - 4,275,159.782   297,810.471   MT  0.99999887   -1 32 20.0
 BP0837;SPC TXSC     -14,026,086.72    977,066.52   sFT  0.99999887   -1 32 20.0
 BP0837;UTM  13      - 3,353,207.635   775,009.338   MT  1.00053316   +1 26 32.6
 BP0837
 BP0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0837!SPC TXSC     -   0.99987027  x   0.99999887  =   0.99986914
 BP0837!UTM  13      -   0.99987027  x   1.00053316  =   1.00040336
 BP0837
 BP0837:                Primary Azimuth Mark                     Grid Az
 BP0837:SPC TXSC     -  BROWN                                    058 25 15.5
 BP0837:UTM  13      -  BROWN                                    055 26 22.9
 BP0837
 BP0837|---------------------------------------------------------------------|
 BP0837| PID    Reference Object                     Distance      Geod. Az  |
 BP0837|                                                           dddmmss.s |
 BP0837| BO0542 BROWN                               APPROX.17.2 KM 0565255.5 |
 BP0837|---------------------------------------------------------------------|
 BP0837
 BP0837                          SUPERSEDED SURVEY CONTROL
 BP0837
 BP0837  NAD 83(1986)-  30 16 45.83770(N)    102 08 28.19802(W) AD(       ) 3
 BP0837  NAD 27      -  30 16 45.18149(N)    102 08 26.71639(W) AD(       ) 3
 BP0837
 BP0837.Superseded values are not recommended for survey control.
 BP0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0837.See file dsdata.txt to determine how the superseded data were derived.
 BP0837
 BP0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP7500953208(NAD 83)
 BP0837_MARKER: DD = SURVEY DISK
 BP0837_SETTING: 66 = SET IN ROCK OUTCROP
 BP0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0837+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 BP0837
 BP0837  HISTORY     - Date     Condition        Report By
 BP0837  HISTORY     - 1920     MONUMENTED       USGS
 BP0837  HISTORY     - 19690327 GOOD             USGS
 BP0837  HISTORY     - 20060223 GOOD             INDIV
 BP0837
 BP0837                          STATION DESCRIPTION
 BP0837
 BP0837'DESCRIBED BY US GEOLOGICAL SURVEY 1920 (BHY)
 BP0837'LOCATED 25 MI BY ROAD NORTH FROM DRYDEN, 5 MI NE OF KING SPRING
 BP0837'RANCH, 0.75 MI EAST OF ROAD FROM KING SPRING RANCH TO BROWN
 BP0837'HEADQUARTERS RANCH IN BIG CANYON, ON SMALL KNOLL ON MESA, 600 FT
 BP0837'EAST OF FENCE CORNER, AND ABOUT 20 FT NORTH OF LINE OF E-W FENCE.
 BP0837'DIM WAGON ROAD LEADING OFF FROM THE KING SPRING-BROWN RANCH ROAD
 BP0837'AT POINT NEAR WHERE IT REACHES TOP OF MESA, ABOUT 5 MI NORTH OF
 BP0837'KING SPRING LEADS UP CORNER OF FENCE MENTIONED ABOVE.
 BP0837'
 BP0837'STATION MARK - STANDARD BRONZE TABLET CEMENTED IN DRILL HOLE IN
 BP0837'SOLID OUTCROPPING ROCK.
 BP0837
 BP0837                          STATION RECOVERY (1969)
 BP0837
 BP0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BP0837'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND STATE
 BP0837'HIGHWAY 349 IN DRYDEN, TEXAS, GO NNE. ON STATE HIGHWAY 349 FOR 11.6
 BP0837'MI. TO A DIRT RD. W. TAKE RD. W. FOR  0.8 MI. TO A RD. FORK JUST S.
 BP0837'OF CATTLEGUARD, TAKE RIGHT FORK N. FOR 0.5 MI. TO RD. FORK THEN LEFT
 BP0837'NW. KEEPING ON MAIN RD. FOR 5.7 MI. TO THE JACK RIGGS RANCH HOUSE,
 BP0837'FROM HOUSE GO W. FOR 0.3 MI. TO RD. FORK, THEN RIGHT NW. KEEPING ON
 BP0837'MAIN RD. FOR 1.3 MI. TO RD. FORK FOR ABOUT 50 FT. TO GATE, PASS
 BP0837'THROUGH GATE AND DRIVE NE. ACROSS COUNTRY FOR 0.2 MI. TO TOP OF HILL
 BP0837'AND STATION SITE.
 BP0837'
 BP0837'REFERENCE MARKS - NONE.
 BP0837
 BP0837                          STATION RECOVERY (2006)
 BP0837
 BP0837'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TEM)
 BP0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0747 ***********************************************************************
 CC0747  DESIGNATION -  KING
 CC0747  PID         -  CC0747
 CC0747  STATE/COUNTY-  TX/UPTON
 CC0747  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0747
 CC0747                         *CURRENT SURVEY CONTROL
 CC0747  ___________________________________________________________________
 CC0747* NAD 83(1993)-  31 12 25.86669(N)    102 10 52.43218(W)     ADJUSTED  
 CC0747* NAVD 88     -       950.1    (meters)    3117.     (feet)  VERTCON   
 CC0747  ___________________________________________________________________
 CC0747  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 CC0747  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CC0747
 CC0747  HORZ ORDER  -  SECOND
 CC0747
 CC0747.The horizontal coordinates were established by classical geodetic methods
 CC0747.and adjusted by the National Geodetic Survey in February 1996..
 CC0747
 CC0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 CC0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CC0747
 CC0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0747
 CC0747.The geoid height was determined by GEOID03.
 CC0747
 CC0747;                    North         East     Units Scale Factor Converg.
 CC0747;SPC TX C     - 3,172,237.260   523,928.388   MT  0.99988817   -0 57 06.4
 CC0747;SPC TX C     -10,407,581.74  1,718,921.72   sFT  0.99988817   -0 57 06.4
 CC0747;UTM  13      - 3,455,988.263   768,563.737   MT  1.00048975   +1 27 41.0
 CC0747
 CC0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0747!SPC TX C     -   0.99985453  x   0.99988817  =   0.99974272
 CC0747!UTM  13      -   0.99985453  x   1.00048975  =   1.00034421
 CC0747
 CC0747:                Primary Azimuth Mark                     Grid Az
 CC0747:SPC TX C     -  KING AZ MK                               004 40 02.2
 CC0747:UTM  13      -  KING AZ MK                               002 15 14.8
 CC0747
 CC0747|---------------------------------------------------------------------|
 CC0747| PID    Reference Object                     Distance      Geod. Az  |
 CC0747|                                                           dddmmss.s |
 CC0747| CH9714 KING AZ MK                                         0034255.8 |
 CC0747| CH9715 KING RM 1                            28.773 METERS 09214     |
 CC0747| CH9716 KING RM 2                            24.354 METERS 16650     |
 CC0747|---------------------------------------------------------------------|
 CC0747
 CC0747                          SUPERSEDED SURVEY CONTROL
 CC0747
 CC0747  NAD 83(1986)-  31 12 25.87520(N)    102 10 52.42068(W) AD(       ) 2
 CC0747  NAD 27      -  31 12 25.35000(N)    102 10 50.92300(W) AD(       ) 2
 CC0747  NGVD 29 (07/19/86)  949.8    (m)         3116.     (f) VERT ANG       
 CC0747
 CC0747.Superseded values are not recommended for survey control.
 CC0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0747.See file dsdata.txt to determine how the superseded data were derived.
 CC0747
 CC0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ6856455988(NAD 83)
 CC0747_MARKER: DS = TRIANGULATION STATION DISK
 CC0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0747
 CC0747  HISTORY     - Date     Condition        Report By
 CC0747  HISTORY     - 1935     MONUMENTED       CGS
 CC0747  HISTORY     - 1938     GOOD             TXHD
 CC0747  HISTORY     - 1939     GOOD             TSI
 CC0747  HISTORY     - 1944     GOOD             LOCENG
 CC0747  HISTORY     - 1946     GOOD             LOCENG
 CC0747
 CC0747                          STATION DESCRIPTION
 CC0747
 CC0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CC0747'STATION IS 6.5 MILES AIRLINE NE OF MC CAMEY, TEXAS, SECTION
 CC0747'28, IN BLOCK 2, LOCATED ON A HIGH POINT ABOUT 2 MILES N OF
 CC0747'THE S END OF THE LARGE MESA LYING NE OF THE TOWN OF MC CAMEY,
 CC0747'ABOUT 2 MILES S OF KINGS RANCH, 50 YARDS NE OF GULFS KING
 CC0747'NO. 1 RIG, 50 YARDS NW OF TWIN STEEL TANKS.
 CC0747'
 CC0747'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CC0747'BRONZE DISKS SET IN CONCRETE.
 CC0747'
 CC0747'REFERENCE MARK NO. 1 IS ESE OF STATION.
 CC0747'
 CC0747'REFERENCE MARK NO. 2 IS S OF STATION.
 CC0747'
 CC0747'AZIMUTH MARK IS N OF STATION, 6 FEET W OF THE CENTER LINE
 CC0747'OF A TRACK ROAD.  ALL MARKS PROJECT 4 INCHES.
 CC0747'
 CC0747'STATION IS REACHED FROM THE FORD AUTO COMPANY IN CRANE, BY
 CC0747'DRIVING E ON THE OILED CRANE-RANKIN ROAD FOR 2.5 MILES TO
 CC0747'FORKS.  TAKE RIGHT FORK SE AND GO 12.2 MILES TO INTERSECTION
 CC0747'WITH A BLADED ROAD FROM THE W AND A SMALL SIGN.  TAKE THE
 CC0747'BLADED ROAD WESTERLY AND GO 2.5 MILES TO FORKS.  TAKE LEFT
 CC0747'FORK AND GO 3.5 MILES TO A BOARD GATE.  PASS THROUGH GATE AND
 CC0747'GO S 0.7 MILE TO TOP OF MESA AND FORKS.  TAKE MAIN ROAD RIGHT
 CC0747'FORK AND GO 2.4 MILES TO FORKS.  TAKE RIGHT FORK AND GO 0.1
 CC0747'MILE TO A WIRE GATE THAT IS W OF WINDMILL AND RANCH
 CC0747'BUILDINGS.  PASS THROUGH GATE AND CONTINUE SOUTHERLY 0.8 MILE
 CC0747'TO A DIRT TANK.  LEAVE MAIN ROAD AND TAKE A DIM TRACK
 CC0747'ROAD, RIGHT FORK, SOUTHERLY AND GO 1.3 MILES TO GULFS
 CC0747'KING NO. 1 RIG AND STATION.
 CC0747'
 CC0747'A 35-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 CC0747
 CC0747                          STATION RECOVERY (1938)
 CC0747
 CC0747'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CC0747'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CC0747'NO ATTEMPT WAS MADE TO RECOVER AZIMUTH MARK.
 CC0747'
 CC0747'TO REACH STATION FROM STATE HIGHWAY 51 AND U.S. HIGHWAY 67,
 CC0747'DRIVE E ON U.S. HIGHWAY 67 FOR 5.0 MILES.  TURN LEFT ON
 CC0747'MILES.  AT THIS POINT TAKE LEFT FORK AND DRIVE WESTERLY
 CC0747'TO TOP OF GRADE, CONTINUE WESTERLY ON MAIN GRADED ROAD FOR 2.3
 CC0747'MILES.  CROSS CATTLE GUARD, TAKE RIGHT FORK AND DRIVE
 CC0747'NORTHERLY FOR 1.3 MILES TO GULFS KING NO. 1 RIG AND STATION.
 CC0747
 CC0747                          STATION RECOVERY (1939)
 CC0747
 CC0747'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1939
 CC0747'STATION RECOVERED BY EDGAR TOBIN AERIAL SURVEY.
 CC0747'STATION MARK IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 CC0747
 CC0747                          STATION RECOVERY (1944)
 CC0747
 CC0747'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (LMW)
 CC0747'STATION RECOVERED BY ROBERT H RAY INC.
 CC0747'
 CC0747'DESCRIPTION FOR REACHING STATION IS SATISFACTORY.  STATION
 CC0747'AND REFERENCE MARKS FOUND IN GOOD CONDITION.  NO ATTEMPT
 CC0747'MADE TO RECOVER AZIMUTH MARK.
 CC0747
 CC0747                          STATION RECOVERY (1946)
 CC0747
 CC0747'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (ROE)
 CC0747'STATION RECOVERED BY GEN GEOPHYSICAL CO.
 CC0747'
 CC0747'MARK IN GOOD CONDITION.  AZIMUTH MARK RECOVERED IN GOOD
 CC0747'CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1151 ***********************************************************************
 CU1151  DESIGNATION -  KING
 CU1151  PID         -  CU1151
 CU1151  STATE/COUNTY-  TX/DAWSON
 CU1151  USGS QUAD   -  KEY (1970)
 CU1151
 CU1151                         *CURRENT SURVEY CONTROL
 CU1151  ___________________________________________________________________
 CU1151* NAD 83(1993)-  32 38 46.07122(N)    101 51 09.00329(W)     ADJUSTED  
 CU1151* NAVD 88     -       887.3    (meters)    2911.     (feet)  VERTCON   
 CU1151  ___________________________________________________________________
 CU1151  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 CU1151  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CU1151
 CU1151  HORZ ORDER  -  FIRST
 CU1151
 CU1151.The horizontal coordinates were established by classical geodetic methods
 CU1151.and adjusted by the National Geodetic Survey in February 1996..
 CU1151
 CU1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1151
 CU1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1151
 CU1151.The geoid height was determined by GEOID03.
 CU1151
 CU1151;                    North         East     Units Scale Factor Converg.
 CU1151;SPC TXNC     - 2,113,630.978   285,538.941   MT  0.99989751   -1 49 42.4
 CU1151;SPC TXNC     - 6,934,470.97    936,805.68   sFT  0.99989751   -1 49 42.4
 CU1151;UTM  14      - 3,615,652.989   232,426.065   MT  1.00048294   -1 32 22.9
 CU1151
 CU1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1151!SPC TXNC     -   0.99986452  x   0.99989751  =   0.99976205
 CU1151!UTM  14      -   0.99986452  x   1.00048294  =   1.00034740
 CU1151
 CU1151|---------------------------------------------------------------------|
 CU1151| PID    Reference Object                     Distance      Geod. Az  |
 CU1151|                                                           dddmmss.s |
 CU1151| CU1153 KING 2                              217.576 METERS 06749     |
 CU1151| CH9713 KING RM 2                                          21316     |
 CU1151| CU1161 LAMESA N MUNICIPAL TANK             APPROX.13.3 KM 3160907.8 |
 CU1151| CU1159 LAMESA W TEX DAIRY PROD CO STK      APPROX.13.7 KM 3180907.2 |
 CU1151| CH9712 KING RM 1                            22.127 METERS 34557     |
 CU1151|---------------------------------------------------------------------|
 CU1151
 CU1151                          SUPERSEDED SURVEY CONTROL
 CU1151
 CU1151  NAD 83(1986)-  32 38 46.07883(N)    101 51 08.99640(W) AD(       ) 1
 CU1151  NAD 27      -  32 38 45.70000(N)    101 51 07.48800(W) AD(       ) 1
 CU1151  NGVD 29 (07/19/86)  887.0    (m)         2910.     (f) VERT ANG       
 CU1151
 CU1151.Superseded values are not recommended for survey control.
 CU1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1151.See file dsdata.txt to determine how the superseded data were derived.
 CU1151
 CU1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3242615653(NAD 83)
 CU1151_MARKER: DS = TRIANGULATION STATION DISK
 CU1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU1151
 CU1151  HISTORY     - Date     Condition        Report By
 CU1151  HISTORY     - 1932     MONUMENTED       CGS
 CU1151  HISTORY     - 1938     GOOD             TXHD
 CU1151  HISTORY     - 1959     GOOD             CGS
 CU1151  HISTORY     - 1965     GOOD             CGS
 CU1151  HISTORY     - 1965     MARK NOT FOUND   CGS
 CU1151  HISTORY     - 1966     MARK NOT FOUND   USGS
 CU1151  HISTORY     - 1968     MARK NOT FOUND   USAF
 CU1151
 CU1151                          STATION DESCRIPTION
 CU1151
 CU1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CIA)
 CU1151'IN THE CENTRAL PART OF SECTION 47, BLOCK 35, T. 5 N., 3.75
 CU1151'MILES E AND 7.25 MILES S OF LAMESA, 4.25 MILES N AND 0.25
 CU1151'MILE E OF SPARENBURG ON LAND OWNED AND OCCUPIED BY A MRS. KING,
 CU1151'100 METERS (328 FEET) W OF HER FARMHOUSE, 0.3 MILE N OF
 CU1151'SECTION LINE, AND IN A N-S FENCE LINE.
 CU1151'
 CU1151'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CU1151'DISKS SET IN CONCRETE.
 CU1151'
 CU1151'REFERENCE MARK NO. 1 IS IN SAME FENCE LINE AS THE STATION,
 CU1151'AND 22.2 METERS (73 FEET) FROM IT, N 14 DEG W.
 CU1151'
 CU1151'REFERENCE MARK NO. 2 IS IN SW CORNER OF A CULTIVATED FIELD,
 CU1151'1 FOOT N OF A RIGHT-OF-WAY FENCE ON N SIDE OF SECTION-LINE
 CU1151'ROAD, AND 0.5 MILE (BY SPEEDOMETER) FROM STATION,
 CU1151'S 33 DEG 17 MIN W.
 CU1151'
 CU1151'OTHER BEARINGS FROM THE STATION ARE--LAMESA, MUNICIPAL WATER
 CU1151'TANK, FINIAL, N 43 DEG 51 MIN W.  LAMESA, WEST TEXAS
 CU1151'DAIRY PRODUCTS COMPANY, CONCRETE STACK, N 41 DEG 51 MIN W.
 CU1151'
 CU1151'TO REACH THE STATION FROM LAMESA, GO S ON U.S. HIGHWAY 385
 CU1151'FOR DISTANCE OF 10.0 MILES FROM THE DAWSON COUNTY COURTHOUSE,
 CU1151'TURN E ON SECTION-LINE ROAD AT GULF GASOLINE STATION, AND
 CU1151'GO 1.45 MILES TO WOODEN GATE TO N INTO MRS. KINGS PLACE.  GO
 CU1151'THROUGH GATE AND PASS ALONG W SIDE OF FENCE TO ANOTHER GATE.
 CU1151'PASS THROUGH THIS GATE, AND GO W TO FENCE CORNER, THEN N
 CU1151'ABOUT 200 METERS (656 FEET) TO STATION.  THE STATION IS ABOUT
 CU1151'200 METERS (656 FEET) SW OF A POWER LINE, AND AT HIGHEST
 CU1151'POINT OF FENCE LINE.
 CU1151
 CU1151                          STATION RECOVERY (1938)
 CU1151
 CU1151'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938
 CU1151'STATION RECOVERED.  IT IS FLUSH WITH GROUND AND IN FENCE LINE.
 CU1151'REFERENCE MARKS, AND THE AZIMUTH MARK NOT RECOVERED.
 CU1151'
 CU1151'TO REACH THE STATION FROM JUNCTION AT STATE HIGHWAY 15 AND
 CU1151'U.S. HIGHWAY 87 S OF LAMESA, GO S 55 DEG E FOR 6.0 MILES TO
 CU1151'TOP OF KNOLL.  LEAVE U.S. 87 AND GO S 50 DEG W FOR 930 FEET
 CU1151'TO A FENCE AND THE STATION.
 CU1151
 CU1151                          STATION RECOVERY (1959)
 CU1151
 CU1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HW)
 CU1151'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CU1151'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 CU1151'TO STATION SITE ARE CORRECT.
 CU1151
 CU1151                          STATION RECOVERY (1965)
 CU1151
 CU1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 CU1151'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 CU1151'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 CU1151'FOUND TO BE DESTROYED.  THE CONCRETE POST HAD BEEN PULLED OUT OF
 CU1151'THE GROUND HAULED TO A RUBBISH PILE NEAR AN ABANDON FARM HOUSE.
 CU1151'
 CU1151'THE FARMHOUSE AND THE FENCE LINE MENTIONED IN THE ORIGINAL
 CU1151'DESCRIPTION ARE GONE.  THE STATION IS NOW IN A CULTIVATED
 CU1151'FIELD, ON THE WEST SLOPE OF A SMALL KNOLL, ABOUT 300 YARDS
 CU1151'WEST OF U.S. HIGHWAY 87.  THE STATION DISK IS STAMPED KING
 CU1151'1932 AND SET IN A 16 IN X 16 IN CONCRETE POST WHICH PROJECTS
 CU1151'ABOUT 8 INCHES ABOVE THE GROUND.  THE REFERENCE MARK DISK IS
 CU1151'STAMPED KING NO 1 1932 AND SET IN A 16 IN X 16 IN CONCRETE
 CU1151'POST WHICH PROJECTS ABOUT 8 INCHES.  IT IS 73 FEET NORTH OF THE
 CU1151'STATION.
 CU1151'
 CU1151'TO REACH THE STATION FROM THE CITY HALL, AT DALLAS AVENUE
 CU1151'AND SOUTH 1ST STREET IN LAMESA, GO SOUTHEAST ON U.S. HIGHWAYS
 CU1151'87 AND 180 FOR 2.9 MILES TO WHERE THE HIGHWAYS SEPARATE.
 CU1151'THENCE CONTINUE, SOUTHEAST, ON U.S. HIGHWAY 87 FOR 5.4 MILES
 CU1151'TO THE STATION ON THE RIGHT.
 CU1151
 CU1151                          STATION RECOVERY (1965)
 CU1151
 CU1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (TCH)
 CU1151'SURFACE MARK WAS DESTROYED BY NEW ROAD OR FARMING.  UNDERGROUND
 CU1151'MARK WAS NOT SEARCHED FOR.
 CU1151
 CU1151                          STATION RECOVERY (1966)
 CU1151
 CU1151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CU1151'STATION LOCATED IN THE MIDDLE OF A COTTON FIELD.  FROM JUNCTION
 CU1151'OF U.S. HWY 87 AND 180, SOUTH ALONG U.S. HWY 87 FOR 6 MILES
 CU1151'TO A POINT WHERE HIGHWAY CROSSES RIDGE, THENCE ABOUT 0.2
 CU1151'MILE W ALONG TOP OF RIDGE TO STATION.
 CU1151'
 CU1151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.75 MI.
 CU1151'E AND 7.25 MI. S OF LAMESA
 CU1151
 CU1151                          STATION RECOVERY (1968)
 CU1151
 CU1151'RECOVERY NOTE BY US AIR FORCE 1968 (WWH)
 CU1151'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0749 ***********************************************************************
 CC0749  DESIGNATION -  KING 2
 CC0749  PID         -  CC0749
 CC0749  STATE/COUNTY-  TX/UPTON
 CC0749  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0749
 CC0749                         *CURRENT SURVEY CONTROL
 CC0749  ___________________________________________________________________
 CC0749* NAD 83(1993)-  31 11 05.08443(N)    102 09 15.07768(W)     ADJUSTED  
 CC0749* NAVD 88     -       928.     (meters)    3045.     (feet)  SCALED    
 CC0749  ___________________________________________________________________
 CC0749  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 CC0749  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CC0749
 CC0749  HORZ ORDER  -  THIRD
 CC0749
 CC0749.The horizontal coordinates were established by classical geodetic methods
 CC0749.and adjusted by the National Geodetic Survey in February 1996..
 CC0749
 CC0749.The orthometric height was scaled from a topographic map.
 CC0749
 CC0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 CC0749
 CC0749.The geoid height was determined by GEOID03.
 CC0749
 CC0749;                    North         East     Units Scale Factor Converg.
 CC0749;SPC TX C     - 3,169,707.450   526,464.146   MT  0.99988684   -0 56 16.3
 CC0749;SPC TX C     -10,399,281.86  1,727,241.12   sFT  0.99988684   -0 56 16.3
 CC0749;UTM  13      - 3,453,565.966   771,205.358   MT  1.00050735   +1 28 28.1
 CC0749
 CC0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CC0749!SPC TX C     -   0.99985796  x   0.99988684  =   0.99974482
 CC0749!UTM  13      -   0.99985796  x   1.00050735  =   1.00036524
 CC0749
 CC0749:                Primary Azimuth Mark                     Grid Az
 CC0749:SPC TX C     -  PECOS                                    164 09 09.5
 CC0749:UTM  13      -  PECOS                                    161 44 25.1
 CC0749
 CC0749|---------------------------------------------------------------------|
 CC0749| PID    Reference Object                     Distance      Geod. Az  |
 CC0749|                                                           dddmmss.s |
 CC0749| CC0744 PECOS                               APPROX.10.6 KM 1631253.2 |
 CC0749|---------------------------------------------------------------------|
 CC0749
 CC0749                          SUPERSEDED SURVEY CONTROL
 CC0749
 CC0749  NAD 83(1986)-  31 11 05.09435(N)    102 09 15.06461(W) AD(       ) 3
 CC0749  NAD 27      -  31 11 04.55921(N)    102 09 13.57548(W) AD(       ) 3
 CC0749
 CC0749.Superseded values are not recommended for survey control.
 CC0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0749.See file dsdata.txt to determine how the superseded data were derived.
 CC0749
 CC0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ7120553566(NAD 83)
 CC0749_MARKER: DD = SURVEY DISK
 CC0749_SETTING: 80 = SET IN A BOULDER
 CC0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0749+STABILITY: SURFACE MOTION
 CC0749
 CC0749  HISTORY     - Date     Condition        Report By
 CC0749  HISTORY     - 1920     MONUMENTED       USGS
 CC0749
 CC0749                          STATION DESCRIPTION
 CC0749
 CC0749'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 CC0749'LOCATED ON THE SE. PART OF THE BIG MESA LYING N. OF THE RD. BETWEEN
 CC0749'GIRVIN AND RANKIN AND ABOUT HALFWAY BETWEEN THESE TWO TOWNS.  STATION
 CC0749'IS ON HIGHEST PART OF MESA IN THE NEAR VICINITY, AND ABOUT 1 MI. W. OF
 CC0749'SOUTHEASTERN POINT OF MESA, AND ABOUT 4 MI. SE. OF KINGS RANCH, WHICH
 CC0749'IS ON TOP OF MESA.  SMALL PILE OF ROCKS IS CENTERED OVER STATION.
 CC0749'
 CC0749'STATION MARK - ALUMINUM TABLET CEMENTED IN A BOULDER SET FLUSH WITH
 CC0749'THE GROUND.
 CC0749'
 CC0749'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU1153 ***********************************************************************
 CU1153  DESIGNATION -  KING 2
 CU1153  PID         -  CU1153
 CU1153  STATE/COUNTY-  TX/DAWSON
 CU1153  USGS QUAD   -  KEY (1970)
 CU1153
 CU1153                         *CURRENT SURVEY CONTROL
 CU1153  ___________________________________________________________________
 CU1153* NAD 83(1993)-  32 38 48.73739(N)    101 51 01.27262(W)     ADJUSTED  
 CU1153* NAVD 88     -       888.0    (meters)    2913.     (feet)  VERTCON   
 CU1153  ___________________________________________________________________
 CU1153  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 CU1153  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CU1153
 CU1153  HORZ ORDER  -  FIRST
 CU1153
 CU1153.The horizontal coordinates were established by classical geodetic methods
 CU1153.and adjusted by the National Geodetic Survey in February 1996..
 CU1153
 CU1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU1153
 CU1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CU1153
 CU1153.The geoid height was determined by GEOID03.
 CU1153
 CU1153;                    North         East     Units Scale Factor Converg.
 CU1153;SPC TXNC     - 2,113,706.633   285,742.916   MT  0.99989742   -1 49 38.2
 CU1153;SPC TXNC     - 6,934,719.18    937,474.88   sFT  0.99989742   -1 49 38.2
 CU1153;UTM  14      - 3,615,729.716   232,629.776   MT  1.00048159   -1 32 18.8
 CU1153
 CU1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CU1153!SPC TXNC     -   0.99986441  x   0.99989742  =   0.99976185
 CU1153!UTM  14      -   0.99986441  x   1.00048159  =   1.00034594
 CU1153
 CU1153|---------------------------------------------------------------------|
 CU1153| PID    Reference Object                     Distance      Geod. Az  |
 CU1153|                                                           dddmmss.s |
 CU1153| CH9718 KING 2 RM 4                          77.953 METERS 12147     |
 CU1153| CU1152 LAMESA FAA MICROWAVE                APPROX. 1.2 KM 1283606.8 |
 CU1153| CU1154 KING 2 1968 ECC PT                    4.415 METERS 23452     |
 CU1153| CU1151 KING                                217.576 METERS 24749     |
 CU1153| CU1162 LAMESA CABLE TV MAST                APPROX.13.2 KM 3065110.4 |
 CU1153| CH9717 KING 2 RM 3                          78.480 METERS 32717     |
 CU1153|---------------------------------------------------------------------|
 CU1153
 CU1153                          SUPERSEDED SURVEY CONTROL
 CU1153
 CU1153  NAD 83(1986)-  32 38 48.74499(N)    101 51 01.26570(W) AD(       ) 1
 CU1153  NAD 27      -  32 38 48.36595(N)    101 50 59.75793(W) AD(       ) 1
 CU1153  NGVD 29 (07/19/86)  887.7    (m)         2912.     (f) VERT ANG       
 CU1153
 CU1153.Superseded values are not recommended for survey control.
 CU1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU1153.See file dsdata.txt to determine how the superseded data were derived.
 CU1153
 CU1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB3263015730(NAD 83)
 CU1153_MARKER: DS = TRIANGULATION STATION DISK
 CU1153_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CU1153
 CU1153  HISTORY     - Date     Condition        Report By
 CU1153  HISTORY     - 1968     MONUMENTED       CGS
 CU1153
 CU1153                          STATION DESCRIPTION
 CU1153
 CU1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA)
 CU1153'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO RIDGE.
 CU1153'
 CU1153'STATION IS LOCATED ABOUT 11.0 MILES NORTHWEST OF ACKERLY, 9.0
 CU1153'MILES SOUTHEAST OF LAMESA, 4-3/4 MILES SOUTHWEST OF THE VILLAGE
 CU1153'OF MIDWAY AND IS ON THE WEST SIDE OF U.S. HIGHWAY 87 IN A
 CU1153'CULTIVATED FIELD.
 CU1153'
 CU1153'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 CU1153'180 AND 87 WHICH IS ABOUT 3 MILES SOUTHEAST OF LAMESA, GO
 CU1153'SOUTHEAST ON U.S. HIGHWAY 87 FOR 4.6 MILES TO FARM ROAD 26,
 CU1153'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 1.05 MILES TO THE STATION
 CU1153'ON THE RIGHT ON AN EMBANKMENT WHICH IS ABOUT 10.0 FEET HIGHER
 CU1153'THAN THE HIGHWAY.
 CU1153'
 CU1153'STATION MARK IS A STANDARD DISK, STAMPED KING 2 1968, SET IN
 CU1153'THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS 18 INCHES
 CU1153'BELOW THE GROUND SURFACE.  IT IS 257.0 FEET SOUTH-SOUTHEAST OF
 CU1153'THE SOUTHWEST ONE OF TWO POWERLINE POLES, 254.0 FEET WEST OF THE
 CU1153'SOUTH ONE OF TWO POWERLINE POLES, 132.0 FEET SOUTHWEST OF THE
 CU1153'CENTERLINE OF THE SOUTHEAST BOUND LANE OF U.S. HIGHWAY 87 AND
 CU1153'75.0 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST.
 CU1153'
 CU1153'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KING 2 NO 3 1968,
 CU1153'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 CU1153'WITH THE GROUND SURFACE.  IT IS 75.0 FEET SOUTHWEST OF THE
 CU1153'CENTERLINE OF THE SOUTHEAST BOUND LANE OF THE HIGHWAY, 6.7 FEET
 CU1153'NORTHEAST OF POWER POLE NO. 396 AND 2.8 FEET SOUTHWEST OF A
 CU1153'POWER POLE.
 CU1153'
 CU1153'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED KING 2 NO 4 1968,
 CU1153'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 CU1153'ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 74 FEET
 CU1153'SOUTHWEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF THE
 CU1153'HIGHWAY, 6.5 FEET NORTH-NORTHEAST OF A POWER POLE AND 2.5 FEET
 CU1153'SOUTH-SOUTHWEST OF A POWER POLE.
 CU1153'
 CU1153'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 CU1153'
 CU1153'STATION KING 1932 IS A STANDARD DISK, STAMPED KING 1932.  IT IS
 CU1153'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT
 CU1153'18.0 INCHES BELOW THE GROUND SURFACE.  BY REQUEST OF THE LAND
 CU1153'OWNER, THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE
 CU1153'REMOVED FROM THE FIELD BUT THE UNDERGROUND MARK WAS LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0707 ***********************************************************************
 BN0707  DESIGNATION -  KING MTN
 BN0707  PID         -  BN0707
 BN0707  STATE/COUNTY-  TX/LLANO
 BN0707  USGS QUAD   -  SMOOTHINGIRON MOUNTAIN (1955)
 BN0707
 BN0707                         *CURRENT SURVEY CONTROL
 BN0707  ___________________________________________________________________
 BN0707* NAD 83(1993)-  30 48 40.33136(N)    098 56 36.58001(W)     ADJUSTED  
 BN0707* NAVD 88     -       510.     (meters)    1673.     (feet)  SCALED    
 BN0707  ___________________________________________________________________
 BN0707  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 BN0707  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 BN0707
 BN0707  HORZ ORDER  -  SECOND
 BN0707
 BN0707.The horizontal coordinates were established by classical geodetic methods
 BN0707.and adjusted by the National Geodetic Survey in February 1996..
 BN0707
 BN0707.The orthometric height was scaled from a topographic map.
 BN0707
 BN0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0707
 BN0707.The geoid height was determined by GEOID03.
 BN0707
 BN0707;                    North         East     Units Scale Factor Converg.
 BN0707;SPC TX C     - 3,127,708.251   832,977.867   MT  0.99988722   +0 42 57.1
 BN0707;SPC TX C     -10,261,489.49  2,732,861.55   sFT  0.99988722   +0 42 57.1
 BN0707;UTM  14      - 3,408,680.172   505,404.961   MT  0.99960036   +0 01 44.2
 BN0707
 BN0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0707!SPC TX C     -   0.99992351  x   0.99988722  =   0.99981074
 BN0707!UTM  14      -   0.99992351  x   0.99960036  =   0.99952390
 BN0707
 BN0707|---------------------------------------------------------------------|
 BN0707| PID    Reference Object                     Distance      Geod. Az  |
 BN0707|                                                           dddmmss.s |
 BN0707| CV5382 KING MTN RM 1                         5.444 METERS 06455     |
 BN0707| CV5381 KING MTN AZ MK                                     1183615.3 |
 BN0707| CV5383 KING MTN RM 2                         5.094 METERS 31313     |
 BN0707|---------------------------------------------------------------------|
 BN0707
 BN0707                          SUPERSEDED SURVEY CONTROL
 BN0707
 BN0707  NAD 83(1986)-  30 48 40.34158(N)    098 56 36.56600(W) AD(       ) 2
 BN0707  NAD 27      -  30 48 39.71180(N)    098 56 35.39680(W) AD(       ) 2
 BN0707
 BN0707.Superseded values are not recommended for survey control.
 BN0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0707.See file dsdata.txt to determine how the superseded data were derived.
 BN0707
 BN0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV0540508680(NAD 83)
 BN0707_MARKER: DS = TRIANGULATION STATION DISK
 BN0707_SETTING: 66 = SET IN ROCK OUTCROP
 BN0707
 BN0707  HISTORY     - Date     Condition        Report By
 BN0707  HISTORY     - 1956     MONUMENTED       CGS
 BN0707
 BN0707                          STATION DESCRIPTION
 BN0707
 BN0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0707'THE STATION IS LOCATED ON THE SUMMIT OF KINGS MOUNTAIN, ABOUT
 BN0707'8 MILES SOUTHWEST OF VALLEY SPRING, 7.5 MILES NORTH OF CASTELL,
 BN0707'51 FEET SOUTH OF A WIRE FENCE, 4 FEET NORTHWEST OF A WHITE
 BN0707'4 IN X 4 IN WITNESS POST, AND ON LAND OWNED BY MR. ALEX
 BN0707'SCHNEIDER.
 BN0707'
 BN0707'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 BN0707'16 AND 29 IN LLANO, GO WEST ON STATE HIGHWAY 29 FOR 16.4
 BN0707'MILES TO A CONCRETE BRIDGE, CROSS BRIDGE AND GO FOR 0.05 MILE
 BN0707'TO A CROSSROADS AND SIGN CASTELL, TURN RIGHT (NORTH) CROSS
 BN0707'CATTLE GUARD AND FOLLOW THE MAIN DIRT ROAD FOR 3.65 MILES TO
 BN0707'WHERE THE ROAD PASSES THROUGH RANCH YARD, CONTINUE NORTHERLY
 BN0707'ON THE MAIN ROAD FOR 1.65 MILES TO A T-INTERSECTION, TURN
 BN0707'LEFT (WEST) FOR ABOUT 50 YARDS TO A TRACK ROAD ON THE RIGHT,
 BN0707'TURN RIGHT (NORTH) AND FOLLOW TRACK ROAD FOR 0.3 MILE TO THE
 BN0707'END OF TRUCK TRAVEL AT THE SOUTHWEST BASE OF THE MOUNTAIN,
 BN0707'PACK NORTH-NORTHEAST TO THE HIGHEST POINT AND STATION.  A
 BN0707'20 MINUTE PACK.
 BN0707'
 BN0707'TO REACH THE AZIMUTH MARK FROM THE T-INTERSECTION, GO
 BN0707'NORTH-NORTHEAST ON THE MAIN DIRT ROAD FOR 0.25 MILE TO A
 BN0707'BOULDER ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED BELOW.
 BN0707'
 BN0707'THE STATION MARK IS STAMPED KING MTN 1956.  IT IS SET IN THE
 BN0707'CENTER OF A HUGE BOULDER THAT PROTRUDES ABOUT 4 FEET.
 BN0707'
 BN0707'REFERENCE MARK 1 IS SET IN OUTCROPPING BEDROCK ON THE NORTHEAST
 BN0707'SLOPE OF THE MOUNTAIN.  THE DISK IS ABOUT 1 FOOT LOWER THAN
 BN0707'THE STATION MARK.  THE DISK IS STAMPED KING MTN NO 1 1956.
 BN0707'
 BN0707'REFERENCE MARK 2 IS ON THE NORTHWEST SLOPE OF THE MOUNTAIN.
 BN0707'IT IS ABOUT 4 FEET LOWER THAN THE STATION MARK.  THE DISK
 BN0707'IS STAMPED KING MTN NO 2 1956.
 BN0707'
 BN0707'THE AZIMUTH MARK IS SET IN THE SOUTH END OF A HUGE BOULDER
 BN0707'THAT PROTRUDES ABOUT 4 FEET ABOVE THE GROUND.  THE DISK IS
 BN0707'STAMPED KING MTN 1956.
 BN0707'
 BN0707'ALL MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN OUTCROPPING
 BN0707'BEDROCK OR BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1459 ***********************************************************************
 AJ1459  SACS        -  This is a Secondary Airport Control Station.
 AJ1459  DESIGNATION -  KINGPORT
 AJ1459  PID         -  AJ1459
 AJ1459  STATE/COUNTY-  TX/KLEBERG
 AJ1459  USGS QUAD   -  BEN BOLT SE (1963)
 AJ1459
 AJ1459                         *CURRENT SURVEY CONTROL
 AJ1459  ___________________________________________________________________
 AJ1459* NAD 83(1993)-  27 32 53.80414(N)    098 01 43.50046(W)     ADJUSTED  
 AJ1459* NAVD 88     -        38.24   (meters)     125.5    (feet)  GPS OBS   
 AJ1459  ___________________________________________________________________
 AJ1459  X           -    -790,400.361 (meters)                     COMP
 AJ1459  Y           -  -5,603,587.239 (meters)                     COMP
 AJ1459  Z           -   2,932,220.140 (meters)                     COMP
 AJ1459  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AJ1459  ELLIP HEIGHT-          11.88  (meters)          (02/02/01) GPS OBS
 AJ1459  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ1459
 AJ1459  HORZ ORDER  -  FIRST
 AJ1459  ELLP ORDER  -  FOURTH    CLASS II
 AJ1459
 AJ1459.This mark is at Kleberg Co (T80) Airport (T80)
 AJ1459
 AJ1459.The horizontal coordinates were established by GPS observations
 AJ1459.and adjusted by the National Geodetic Survey in February 1997..
 AJ1459
 AJ1459.The orthometric height was determined by GPS observations and a
 AJ1459.high-resolution geoid model.
 AJ1459
 AJ1459.GPS derived orthometric heights for airport stations designated as
 AJ1459.PACS or SACS are published to 2 decimal places.  This maintains
 AJ1459.centimeter relative accuracy between the PACS and SACS.  It does
 AJ1459.not indicate centimeter accuracy relative to other marks which are
 AJ1459.part of the NAVD 88 network.
 AJ1459
 AJ1459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1459
 AJ1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1459
 AJ1459.The ellipsoidal height was determined by GPS observations
 AJ1459.and is referenced to NAD 83.
 AJ1459
 AJ1459.The geoid height was determined by GEOID03.
 AJ1459
 AJ1459;                    North         East     Units Scale Factor Converg.
 AJ1459;SPC TX S     - 5,208,556.951   346,541.983   MT  0.99994023   +0 12 50.2
 AJ1459;SPC TX S     -17,088,407.26  1,136,946.49   sFT  0.99994023   +0 12 50.2
 AJ1459;UTM  14      - 3,047,540.479   595,893.642   MT  0.99971351   +0 26 57.2
 AJ1459
 AJ1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1459!SPC TX S     -   0.99999813  x   0.99994023  =   0.99993836
 AJ1459!UTM  14      -   0.99999813  x   0.99971351  =   0.99971164
 AJ1459
 AJ1459:                Primary Azimuth Mark                     Grid Az
 AJ1459:SPC TX S     -  KINGPORT AZ MK                           145 34 23.7
 AJ1459:UTM  14      -  KINGPORT AZ MK                           145 20 16.7
 AJ1459
 AJ1459|---------------------------------------------------------------------|
 AJ1459| PID    Reference Object                     Distance      Geod. Az  |
 AJ1459|                                                           dddmmss.s |
 AJ1459| AJ1460 KINGPORT AZ MK                      APPROX. 0.5 KM 1454713.9 |
 AJ1459|---------------------------------------------------------------------|
 AJ1459
 AJ1459                          SUPERSEDED SURVEY CONTROL
 AJ1459
 AJ1459  ELLIP H (02/14/97)   12.00   (m)                       GP(       ) 4 2
 AJ1459  NAD 83(1993)-  27 32 53.80300(N)    098 01 43.49922(W) AD(       ) 3
 AJ1459  ELLIP H (02/16/96)   12.01   (m)                       GP(       ) 5 1
 AJ1459  NAD 83(1986)-  27 32 53.81014(N)    098 01 43.47748(W) AD(       ) 3
 AJ1459  NAD 27      -  27 32 52.78455(N)    098 01 42.50929(W) AD(       ) 3
 AJ1459  NGVD 29 (12/08/88)   38.1    (m)          125.     (f) GPS OBS        
 AJ1459
 AJ1459.Superseded values are not recommended for survey control.
 AJ1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1459.See file dsdata.txt to determine how the superseded data were derived.
 AJ1459
 AJ1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9589447540(NAD 83)
 AJ1459_MARKER: I = METAL ROD
 AJ1459_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ1459_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AJ1459_STAMPING: KINGPORT 1988
 AJ1459_MARK LOGO: NGS   
 AJ1459_PROJECTION: FLUSH
 AJ1459_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1459+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1995
 AJ1459_ROD/PIPE-DEPTH: 5.21 meters
 AJ1459_SLEEVE-DEPTH  : 0.76 meters
 AJ1459
 AJ1459  HISTORY     - Date     Condition        Report By
 AJ1459  HISTORY     - 1988     MONUMENTED       NGS
 AJ1459  HISTORY     - 19950404 GOOD             NGS
 AJ1459
 AJ1459                          STATION DESCRIPTION
 AJ1459
 AJ1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AJ1459'THE STATION IS LOCATED ABOUT 17 KM (10.55 MI) WEST OF KINGSVILLE AND
 AJ1459'6.5 KM (4.05 MI) EAST OF THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 AJ1459'HIGHWAY 141, AT THE KLEBERG COUNTY AIRPORT.  OWNERSHIP--KLEBERG
 AJ1459'COUNTY, KLEBERG COUNTY COURTHOUSE, KINGSVILLE TX. 78363.  THE AIRPORT
 AJ1459'MANAGER IS DAVE CROCKETT (FBO).  TELEPHONE NUMBER IS 512-592-3030.
 AJ1459'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 AJ1459'HIGHWAY 141.  GO EAST ON U.S. HIGHWAY 141 FOR 6.88 KM (4.30 MI) TO
 AJ1459'THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 AJ1459'ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE HANGERS.  TURN RIGHT, THEN
 AJ1459'BEAR RIGHT BETWEEN THE HANGERS FOR 0.16 KM (0.10 MI) TO THE TARMAC
 AJ1459'AND THE OFFICE ON THE RIGHT.  GO LEFT, NORTHWEST ON THE TARMAC, THEN
 AJ1459'ONTO THE RAMP FOR 0.44 KM (0.25 MI) TO THE RUNWAY AND THE STATION ON
 AJ1459'THE RIGHT.
 AJ1459'THE STATION IS SET 27.2 M (89.2 FT) EAST OF THE CENTERLINE OF THE
 AJ1459'RAMP, 18.8 M (61.7 FT) SOUTHWEST OF THE CENTERLINE OF THE RUNWAY AND
 AJ1459'5.5 M (18.0 FT) WEST OF THE TAXI INDICATOR BOX.
 AJ1459'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ1459'DESCRIBED BY G.R.H.
 AJ1459
 AJ1459                          STATION RECOVERY (1995)
 AJ1459
 AJ1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AJ1459'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST OF KINGSVILLE,
 AJ1459'13.0 MI (20.9 KM) NORTH NORTHEAST OF PREMONT, 4.3 MI (6.9 KM) EAST OF
 AJ1459'JUNCTION OF US HIGHWAY 281 AND STATE HIGHWAY 141 AND AT THE KLEBERG
 AJ1459'COUNTY AIRPORT.  OWNERSHIP--KLEBERG COUNTY, KLEBURG COUNTY COURTHOUSE,
 AJ1459'KINGSVILLE TX.  78363.  AIRPORT MANAGER IS MIKE MUZYCZYN, PHONE (512)
 AJ1459'595-8540.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 77 AND
 AJ1459'STATE HIGHWAY 141 EAST OF KINGSVILLE, GO WEST ON STATE HIGHWAY 141 FOR
 AJ1459'0.9 MI (1.4 KM) TO THE INTERSECTION OF US HIGHWAY 77 BUSINESS ROUTE,
 AJ1459'CONTINUE AHEAD AND GO WEST ON STATE HIGHWAY 141 FOR 11.0 MI (17.7 KM)
 AJ1459'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 AJ1459'THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO THE HANGERS, TURN
 AJ1459'RIGHT THEN BEAR LEFT BETWEEN THE HANGERS AND GO NORTHEASTERLY FOR 0.1
 AJ1459'MI (0.2 KM) TO THE APRON AHEAD AND THE OFFICE ON THE RIGHT, CONTINUE
 AJ1459'AHEAD AND GO NORTHEAST ON THE APRON FOR 0.15 MI (0.24 KM) TO A
 AJ1459'TAXIWAY, TURN LEFT AND GO NORTHWEST, THEN NORTH ON THE TAXIWAY, THEN
 AJ1459'TAXIWAY CONNECTOR FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.
 AJ1459'THE STATION IS RECESSED 0.5 FT, (15.2 CM) 76.5 FT (23.3 M) EAST OF THE
 AJ1459'CENTER OF THE TAXIWAY CONNECTOR, 75.3 FT (23.0 M) NORTH NORTHEAST OF
 AJ1459'THE NORTH CORNER OF A CONCRETE CULVERT HEADWALL ON THE EAST SIDE OF
 AJ1459'THE TAXIWAY CONNECTOR AND 18.0 FT (5.5 M) WEST NORTHWEST OF THE CENTER
 AJ1459'OF A TAXIWAY INDICATOR BOX. MARK IS A SECONDARY AIRPORY CONTROL
 AJ1459'STATION.  BY DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1460 ***********************************************************************
 AJ1460  SACS        -  This is a Secondary Airport Control Station.
 AJ1460  DESIGNATION -  KINGPORT AZ MK
 AJ1460  PID         -  AJ1460
 AJ1460  STATE/COUNTY-  TX/KLEBERG
 AJ1460  USGS QUAD   -  BEN BOLT SE (1963)
 AJ1460
 AJ1460                         *CURRENT SURVEY CONTROL
 AJ1460  ___________________________________________________________________
 AJ1460* NAD 83(1993)-  27 32 39.62937(N)    098 01 32.68798(W)     ADJUSTED  
 AJ1460* NAVD 88     -        37.33   (meters)     122.5    (feet)  GPS OBS   
 AJ1460  ___________________________________________________________________
 AJ1460  X           -    -790,134.677 (meters)                     COMP
 AJ1460  Y           -  -5,603,827.670 (meters)                     COMP
 AJ1460  Z           -   2,931,832.865 (meters)                     COMP
 AJ1460  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AJ1460  ELLIP HEIGHT-          10.97  (meters)          (02/02/01) GPS OBS
 AJ1460  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ1460
 AJ1460  HORZ ORDER  -  FIRST
 AJ1460  ELLP ORDER  -  FOURTH    CLASS II
 AJ1460
 AJ1460.This mark is at Kleberg Co (T80) Airport (T80)
 AJ1460
 AJ1460.The horizontal coordinates were established by GPS observations
 AJ1460.and adjusted by the National Geodetic Survey in February 1997..
 AJ1460
 AJ1460.The orthometric height was determined by GPS observations and a
 AJ1460.high-resolution geoid model.
 AJ1460
 AJ1460.GPS derived orthometric heights for airport stations designated as
 AJ1460.PACS or SACS are published to 2 decimal places.  This maintains
 AJ1460.centimeter relative accuracy between the PACS and SACS.  It does
 AJ1460.not indicate centimeter accuracy relative to other marks which are
 AJ1460.part of the NAVD 88 network.
 AJ1460
 AJ1460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1460
 AJ1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1460
 AJ1460.The ellipsoidal height was determined by GPS observations
 AJ1460.and is referenced to NAD 83.
 AJ1460
 AJ1460.The geoid height was determined by GEOID03.
 AJ1460
 AJ1460;                    North         East     Units Scale Factor Converg.
 AJ1460;SPC TX S     - 5,208,121.776   346,840.252   MT  0.99993958   +0 12 55.1
 AJ1460;SPC TX S     -17,086,979.53  1,137,925.06   sFT  0.99993958   +0 12 55.1
 AJ1460;UTM  14      - 3,047,106.630   596,193.628   MT  0.99971422   +0 27 02.0
 AJ1460
 AJ1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1460!SPC TX S     -   0.99999828  x   0.99993958  =   0.99993786
 AJ1460!UTM  14      -   0.99999828  x   0.99971422  =   0.99971250
 AJ1460
 AJ1460:                Primary Azimuth Mark                     Grid Az
 AJ1460:SPC TX S     -  KINGPORT                                 325 34 23.9
 AJ1460:UTM  14      -  KINGPORT                                 325 20 17.0
 AJ1460
 AJ1460|---------------------------------------------------------------------|
 AJ1460| PID    Reference Object                     Distance      Geod. Az  |
 AJ1460|                                                           dddmmss.s |
 AJ1460| AJ1459 KINGPORT                            APPROX. 0.5 KM 3254719.0 |
 AJ1460|---------------------------------------------------------------------|
 AJ1460
 AJ1460                          SUPERSEDED SURVEY CONTROL
 AJ1460
 AJ1460  ELLIP H (02/14/97)   11.09   (m)                       GP(       ) 4 2
 AJ1460  NAD 83(1993)-  27 32 39.62832(N)    098 01 32.68745(W) AD(       ) 3
 AJ1460  ELLIP H (02/16/96)   11.15   (m)                       GP(       ) 5 1
 AJ1460  NAD 83(1986)-  27 32 39.63546(N)    098 01 32.66571(W) AD(       ) 3
 AJ1460  NAD 27      -  27 32 38.60935(N)    098 01 31.69787(W) AD(       ) 3
 AJ1460  NGVD 29 (12/08/88)   37.2    (m)          122.     (f) GPS OBS        
 AJ1460
 AJ1460.Superseded values are not recommended for survey control.
 AJ1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1460.See file dsdata.txt to determine how the superseded data were derived.
 AJ1460
 AJ1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR9619447107(NAD 83)
 AJ1460_MARKER: I = METAL ROD
 AJ1460_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ1460_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AJ1460_STAMPING: KINGPORT AZ MK 1988
 AJ1460_MARK LOGO: NGS   
 AJ1460_PROJECTION: FLUSH
 AJ1460_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1460+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1995
 AJ1460_ROD/PIPE-DEPTH: 5.79 meters
 AJ1460_SLEEVE-DEPTH  : 0.76 meters
 AJ1460
 AJ1460  HISTORY     - Date     Condition        Report By
 AJ1460  HISTORY     - 1988     MONUMENTED       NGS
 AJ1460  HISTORY     - 19950404 GOOD             NGS
 AJ1460
 AJ1460                          STATION DESCRIPTION
 AJ1460
 AJ1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AJ1460'THE STATION IS LOCATED ABOUT 17 KM (10.55 MI) WEST OF KINGSVILLE AND
 AJ1460'6.5 KM (4.05 MI) EAST OF THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 AJ1460'HIGHWAY 141, AT THE KLEBERG COUNTY AIRPORT.  OWNERSHIP--KLEBERG
 AJ1460'COUNTY, KLEBERG COUNTY COURTHOUSE, KINGSVILLE TX. 78363.  THE AIRPORT
 AJ1460'MANAGER IS DAVE CROCKETT (FBO).  TELEPHONE NUMBER IS 512-592-3030.
 AJ1460'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 AJ1460'HIGHWAY 141.  GO EAST ON U.S. HIGHWAY 141 FOR 6.88 KM (4.30 MI) TO
 AJ1460'THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 AJ1460'ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO THE HANGERS.  TURN RIGHT, THEN
 AJ1460'BEAR RIGHT BETWEEN THE HANGERS FOR 0.16 KM (0.10 MI) TO THE TARMAC
 AJ1460'AND THE OFFICE ON THE RIGHT.  GO EAST ON THE TARMAC, THEN RIGHT,
 AJ1460'SOUTHEAST ON THE TAXIWAY FOR 0.29 KM (0.20 MI) TO THE AZIMUTH MARK ON
 AJ1460'THE LEFT, NEAR A CULVERT HEADWALL.
 AJ1460'THE STATION IS SET 21.5 M (70.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AJ1460'RUNWAY, 77.1 M (253.0 FT) SOUTHWEST OF THE CENTERLINE OF THE RAMP AND
 AJ1460'1.8 M (5.9 FT) METERS EAST OF THE NORTHEAST END OF A CONCRETE CULVERT
 AJ1460'HEADWALL.
 AJ1460'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ1460'DESCRIBED BY G.R.H.
 AJ1460
 AJ1460                          STATION RECOVERY (1995)
 AJ1460
 AJ1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AJ1460'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST OF KINGSVILLE,
 AJ1460'13.0 MI (20.9 KM) NORTH NORTHEAST OF PREMONT, 4.3 MI (6.9 KM) EAST OF
 AJ1460'JUNCTION OF US HIGHWAY 281 AND STATE HIGHWAY 141 AND AT THE KLEBERG
 AJ1460'COUNTY AIRPORT.  OWNERSHIP--KLEBERG COUNTY, KLEBURG COUNTY COURTHOUSE,
 AJ1460'KINGSVILLE TX.  78363.  AIRPORT MANAGER IS MIKE MUZYCZYN, PHONE (512)
 AJ1460'595-8540.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 77 AND
 AJ1460'STATE HIGHWAY 141 EAST OF KINGSVILLE, GO WEST ON STATE HIGHWAY 141 FOR
 AJ1460'0.9 MI (1.4 KM) TO THE INTERSECTION OF US HIGHWAY 77 BUSINESS ROUTE,
 AJ1460'CONTINUE AHEAD AND GO WEST ON STATE HIGHWAY 141 FOR 11.0 MI (17.7 KM)
 AJ1460'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON
 AJ1460'THE AIRPORT ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO THE HANGERS, TURN
 AJ1460'RIGHT THEN BEAR LEFT BETWEEN THE HANGERS AND GO NORTHEASTERLY FOR 0.1
 AJ1460'MI (0.2 KM) TO THE APRON AHEAD AND THE OFFICE ON THE RIGHT, CONTINUE
 AJ1460'AHEAD AND GO NORTHEAST ON THE APRON FOR 0.15 MI (0.24 KM) TO A
 AJ1460'TAXIWAY, TURN RIGHT AND GO SOUTHEAST THEN NORTHEAST FOLLOWING THE
 AJ1460'TAXIWAY FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.  THE STATION
 AJ1460'IS 237.0 FT (72.2 M) SOUTHWEST OF THE RUNWAY CENTER, 70.7 FT (21.5 M)
 AJ1460'NORTHWEST OF THE TAXIWAY CENTER AND 5.9 FT (1.8 M) EAST OF THE
 AJ1460'NORTHEAST END OF A CONCRETE CULVERT HEADWALL AND WITNESS POST.  MARK
 AJ1460'IS A SECONDARY AIRPORT CONTROL STATION.  BY DRL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2581 ***********************************************************************
 CS2581  DESIGNATION -  KINGS
 CS2581  PID         -  CS2581
 CS2581  STATE/COUNTY-  TX/KAUFMAN
 CS2581  USGS QUAD   -  OLA (1981)
 CS2581
 CS2581                         *CURRENT SURVEY CONTROL
 CS2581  ___________________________________________________________________
 CS2581* NAD 83(1993)-  32 34 47.17542(N)    096 14 27.54324(W)     ADJUSTED  
 CS2581* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 CS2581  ___________________________________________________________________
 CS2581  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CS2581  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CS2581
 CS2581  HORZ ORDER  -  SECOND
 CS2581
 CS2581.The horizontal coordinates were established by classical geodetic methods
 CS2581.and adjusted by the National Geodetic Survey in February 1996..
 CS2581
 CS2581.The orthometric height was scaled from a topographic map.
 CS2581
 CS2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS2581
 CS2581.The geoid height was determined by GEOID03.
 CS2581
 CS2581;                    North         East     Units Scale Factor Converg.
 CS2581;SPC TXNC     - 2,103,534.756   812,071.159   MT  0.99990631   +1 13 55.4
 CS2581;SPC TXNC     - 6,901,346.95  2,664,270.13   sFT  0.99990631   +1 13 55.4
 CS2581;UTM  14      - 3,608,061.256   758,992.979   MT  1.00042722   +1 29 11.3
 CS2581
 CS2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS2581!SPC TXNC     -   0.99998262  x   0.99990631  =   0.99988893
 CS2581!UTM  14      -   0.99998262  x   1.00042722  =   1.00040983
 CS2581
 CS2581|---------------------------------------------------------------------|
 CS2581| PID    Reference Object                     Distance      Geod. Az  |
 CS2581|                                                           dddmmss.s |
 CS2581| CY1405 KINGS RM 1                           47.271 METERS 12055     |
 CS2581| CY1404 KINGS AZ MK                                        2805109.0 |
 CS2581| CS2588 KAUFMAN MUNICIPAL TANK              APPROX. 5.6 KM 2824238.3 |
 CS2581| CY1406 KINGS RM 2                           52.115 METERS 28558     |
 CS2581|---------------------------------------------------------------------|
 CS2581
 CS2581                          SUPERSEDED SURVEY CONTROL
 CS2581
 CS2581  NAD 83(1986)-  32 34 47.18279(N)    096 14 27.52763(W) AD(       ) 2
 CS2581  NAD 27      -  32 34 46.69500(N)    096 14 26.60900(W) AD(       ) 2
 CS2581
 CS2581.Superseded values are not recommended for survey control.
 CS2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2581.See file dsdata.txt to determine how the superseded data were derived.
 CS2581
 CS2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB5899308061(NAD 83)
 CS2581_MARKER: DS = TRIANGULATION STATION DISK
 CS2581_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CS2581
 CS2581  HISTORY     - Date     Condition        Report By
 CS2581  HISTORY     - 1949     MONUMENTED       CGS
 CS2581  HISTORY     - 1956     GOOD             CGS
 CS2581  HISTORY     - 1962     MARK NOT FOUND   USGS
 CS2581
 CS2581                          STATION DESCRIPTION
 CS2581
 CS2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW)
 CS2581'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF KAUFMAN, ALONG
 CS2581'THE NORTH SIDE OF STATE HIGHWAY 243.  IT IS 156 FEET WEST-NORTHWEST
 CS2581'OF A CONCRETE CULVERT AND 30 FEET NORTH OF THE CENTERLINE
 CS2581'OF THE HIGHWAY.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 CS2581'GROUND AND THE DISK IS STAMPED KINGS 1949.
 CS2581'
 CS2581'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 28
 CS2581'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 13.5 FEET
 CS2581'SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT.  THE MARK
 CS2581'PROJECTS 4 INCHES AND THE DISK IS STAMPED KINGS R.M. 1 1949.
 CS2581'
 CS2581'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 48
 CS2581'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET SOUTHEAST
 CS2581'OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE
 CS2581'DISK IS STAMPED KINGS R.M. 2 1949.
 CS2581'
 CS2581'AZIMUTH MARK IS ABOUT 0.2 MILE WEST-NORTHWEST OF THE STATION,
 CS2581'49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST
 CS2581'OF A TELEPHONE POLE AND 2 FEET EAST OF A WITNESS POST.
 CS2581'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED KINGS
 CS2581'1949.
 CS2581'
 CS2581'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 243
 CS2581'1.0 MILE EAST OF KAUFMAN, GO EAST ON HIGHWAY 243 3.2 MILES
 CS2581'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.2 MILE TO THE
 CS2581'STATION ON THE LEFT JUST BEFORE REACHING A CONCRETE CULVERT.
 CS2581'
 CS2581'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CS2581
 CS2581                          STATION RECOVERY (1956)
 CS2581
 CS2581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (GF)
 CS2581'WAS UNABLE TO LOCATE STATION.  R.M. NO. 2 WAS RECOVERED
 CS2581'IN GOOD CONDITION AS DESCRIBED.  THE DIRECTIONS FOR PROCEEDING
 CS2581'TO STATION SITE ARE CORRECT.
 CS2581
 CS2581                          STATION RECOVERY (1962)
 CS2581
 CS2581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CS2581'STATION WAS PROBABLY DESTROYED DURING ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1697 ***********************************************************************
 FL1697  DESIGNATION -  KINGS
 FL1697  PID         -  FL1697
 FL1697  STATE/COUNTY-  TX/CARSON
 FL1697  USGS QUAD   -  KINGSMILL (1966)
 FL1697
 FL1697                         *CURRENT SURVEY CONTROL
 FL1697  ___________________________________________________________________
 FL1697* NAD 83(1993)-  35 28 37.31545(N)    101 05 56.42623(W)     ADJUSTED  
 FL1697* NAVD 88     -      1009.     (meters)    3310.     (feet)  SCALED    
 FL1697  ___________________________________________________________________
 FL1697  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 FL1697  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 FL1697
 FL1697  HORZ ORDER  -  SECOND
 FL1697
 FL1697.The horizontal coordinates were established by classical geodetic methods
 FL1697.and adjusted by the National Geodetic Survey in February 1996..
 FL1697
 FL1697.The orthometric height was scaled from a topographic map.
 FL1697
 FL1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL1697
 FL1697.The geoid height was determined by GEOID03.
 FL1697
 FL1697;                    North         East     Units Scale Factor Converg.
 FL1697;SPC TX N     - 1,163,930.866   236,388.855   MT  0.99991141   +0 13 56.6
 FL1697;SPC TX N     - 3,818,663.18    775,552.44   sFT  0.99991141   +0 13 56.6
 FL1697;UTM  14      - 3,927,971.213   309,566.328   MT  1.00004692   -1 13 06.9
 FL1697
 FL1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL1697!SPC TX N     -   0.99984571  x   0.99991141  =   0.99975713
 FL1697!UTM  14      -   0.99984571  x   1.00004692  =   0.99989262
 FL1697
 FL1697:                Primary Azimuth Mark                     Grid Az
 FL1697:SPC TX N     -  KINGS AZ MK                              016 26 54.9
 FL1697:UTM  14      -  KINGS AZ MK                              017 53 58.4
 FL1697
 FL1697|---------------------------------------------------------------------|
 FL1697| PID    Reference Object                     Distance      Geod. Az  |
 FL1697|                                                           dddmmss.s |
 FL1697| CJ7619 KINGS AZ MK                                        0164051.5 |
 FL1697| CJ7620 KINGS RM 1                           37.544 METERS 07455     |
 FL1697| FL1704 WHITE DEER MUNICIPAL TANK           APPROX. 9.1 KM 2313513.0 |
 FL1697| FL1703 WHITE DEER SAC HEART CATH CH        APPROX. 8.2 KM 2392842.5 |
 FL1697| CJ7621 KINGS RM 2                           35.226 METERS 28515     |
 FL1697|---------------------------------------------------------------------|
 FL1697
 FL1697                          SUPERSEDED SURVEY CONTROL
 FL1697
 FL1697  NAD 83(1993)-  35 28 37.31728(N)    101 05 56.42449(W) AD(       ) 2
 FL1697  NAD 83(1986)-  35 28 37.32151(N)    101 05 56.41599(W) AD(       ) 2
 FL1697  NAD 27      -  35 28 37.15700(N)    101 05 54.85900(W) AD(       ) 2
 FL1697
 FL1697.Superseded values are not recommended for survey control.
 FL1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1697.See file dsdata.txt to determine how the superseded data were derived.
 FL1697
 FL1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE0956627971(NAD 83)
 FL1697_MARKER: DS = TRIANGULATION STATION DISK
 FL1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1697
 FL1697  HISTORY     - Date     Condition        Report By
 FL1697  HISTORY     - 1951     MONUMENTED       CGS
 FL1697
 FL1697                          STATION DESCRIPTION
 FL1697
 FL1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FL1697'STATION MARK IS LOCATED, AIRLINE, ABOUT 10 MILES SOUTHWEST
 FL1697'OF PAMPA, 4-1/2 MILES NORTHEAST OF WHITE DEER, ON THE PROPERTY
 FL1697'OF MR. S.F. CZERNER.
 FL1697'
 FL1697'STATION MARK, STAMPED KINGS 1951, IS A STANDARD DISK SET IN
 FL1697'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FL1697'INCHES.  IT IS 45.5 FEET WEST OF A WINDMILL, 33 FEET SOUTH OF
 FL1697'A WITNESS POST AND AN EAST-WEST FENCE LINE.
 FL1697'
 FL1697'REFERENCE MARK NUMBER 1, STAMPED KINGS NO 1 1951, IS A
 FL1697'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FL1697'POST THAT PROJECTS 4 INCHES AND IS AT THE SAME ELEVATION
 FL1697'AS THE STATION MARK.  IT IS 18 INCHES SOUTH OF THE FENCE
 FL1697'LINE.
 FL1697'
 FL1697'REFERENCE MARK NUMBER 2, STAMPED KINGS NO 2 1951, IS A STANDARD
 FL1697'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 FL1697'PROJECTS 5 INCHES AND IS AT THE SAME ELEVATION AS THE STATION
 FL1697'MARK.
 FL1697'
 FL1697'AZIMUTH MARK, STAMPED KINGS 1951, IS A STANDARD DISK SET IN
 FL1697'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FL1697'4 INCHES.  TO REACH FROM THE STATION, GO EAST FOR 0.2 MILE
 FL1697'TO THE GRADED ROAD.  TURN LEFT ON THE GRADED ROAD AND GO
 FL1697'0.55 MILE TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.
 FL1697'IT IS ABOUT 12 FEET HIGHER THAN THE ROAD, 60 FEET WEST OF
 FL1697'THE CENTERLINE OF THE ROAD AND 35 FEET WEST OF A FENCE LINE.
 FL1697'
 FL1697'THE STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF STATE
 FL1697'HIGHWAY 294 AND U.S. HIGHWAY 60 IN WHITE DEER, GO NORTHEAST
 FL1697'ON U.S. HIGHWAY 60, TOWARDS PAMPA, FOR 4.7 MILES.  TURN LEFT,
 FL1697'NORTH, ACROSS RAILROAD TRACKS, AND GO 0.3 MILE TO A
 FL1697'TRACK ROAD ON THE LEFT.  TURN LEFT ON TRACK ROAD AND GO 0.2
 FL1697'MILE TO RANCH BUILDINGS AND THE STATION 46 FEET WEST OF A
 FL1697'WINDMILL.
 FL1697'
 FL1697'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1604 ***********************************************************************
 AH1604  DESIGNATION -  KINGS RANCH HSE TALLEST CHIM
 AH1604  PID         -  AH1604
 AH1604  STATE/COUNTY-  TX/NUECES
 AH1604  USGS QUAD   -  AGUA DULCE (1979)
 AH1604
 AH1604                         *CURRENT SURVEY CONTROL
 AH1604  ___________________________________________________________________
 AH1604* NAD 83(1993)-  27 50 54.93388(N)    097 55 38.12901(W)     ADJUSTED  
 AH1604* NAVD 88     -                                                        
 AH1604  ___________________________________________________________________
 AH1604  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AH1604  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AH1604
 AH1604  HORZ ORDER  -  THIRD
 AH1604
 AH1604.The horizontal coordinates were established by classical geodetic methods
 AH1604.and adjusted by the National Geodetic Survey in February 1996..
 AH1604
 AH1604
 AH1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1604
 AH1604.The geoid height was determined by GEOID03.
 AH1604
 AH1604;                    North         East     Units Scale Factor Converg.
 AH1604;SPC TX S     - 5,241,876.220   356,414.539   MT  1.00000390   +0 15 36.1
 AH1604;SPC TX S     -17,197,722.23  1,169,336.70   sFT  1.00000390   +0 15 36.1
 AH1604;UTM  14      - 3,080,892.340   605,625.254   MT  0.99973770   +0 30 04.2
 AH1604
 AH1604                          SUPERSEDED SURVEY CONTROL
 AH1604
 AH1604  NAD 83(1986)-  27 50 54.94162(N)    097 55 38.10820(W) AD(       ) 4
 AH1604  NAD 27      -  27 50 53.86000(N)    097 55 37.11000(W) AD(       ) 3
 AH1604
 AH1604.Superseded values are not recommended for survey control.
 AH1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1604.See file dsdata.txt to determine how the superseded data were derived.
 AH1604
 AH1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0562580892(NAD 83)
 AH1604_MARKER: 85 = CHIMNEY
 AH1604
 AH1604  HISTORY     - Date     Condition        Report By
 AH1604  HISTORY     - 1905     FIRST OBSERVED   CGS
 AH1604
 AH1604                          STATION DESCRIPTION
 AH1604
 AH1604'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2632 ***********************************************************************
 AX2632  DESIGNATION -  KINGSBURY TALL HEAVY STK CROSS
 AX2632  PID         -  AX2632
 AX2632  STATE/COUNTY-  TX/GUADALUPE
 AX2632  USGS QUAD   -  KINGSBURY (1994)
 AX2632
 AX2632                         *CURRENT SURVEY CONTROL
 AX2632  ___________________________________________________________________
 AX2632* NAD 83(1993)-  29 38 55.63971(N)    097 49 42.40546(W)     ADJUSTED  
 AX2632* NAVD 88     -       202.5    (meters)     664.     (feet)  VERTCON   
 AX2632  ___________________________________________________________________
 AX2632  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AX2632  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AX2632
 AX2632  HORZ ORDER  -  THIRD
 AX2632
 AX2632.The horizontal coordinates were established by classical geodetic methods
 AX2632.and adjusted by the National Geodetic Survey in February 1996..
 AX2632
 AX2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2632
 AX2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2632
 AX2632.The geoid height was determined by GEOID03.
 AX2632
 AX2632;                    North         East     Units Scale Factor Converg.
 AX2632;SPC TXSC     - 4,201,769.381   713,419.088   MT  0.99987819   +0 34 26.3
 AX2632;SPC TXSC     -13,785,305.04  2,340,609.12   sFT  0.99987819   +0 34 26.3
 AX2632;UTM  14      - 3,280,442.882   613,393.493   MT  0.99975865   +0 34 46.6
 AX2632
 AX2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2632!SPC TXSC     -   0.99997230  x   0.99987819  =   0.99985050
 AX2632!UTM  14      -   0.99997230  x   0.99975865  =   0.99973096
 AX2632
 AX2632                          SUPERSEDED SURVEY CONTROL
 AX2632
 AX2632  NAD 83(1986)-  29 38 55.64596(N)    097 49 42.38531(W) AD(       ) 4
 AX2632  NAD 27      -  29 38 54.84000(N)    097 49 41.37000(W) AD(       ) 3
 AX2632  NGVD 29 (07/19/86)  202.4    (m)          664.     (f) VERT ANG       
 AX2632
 AX2632.Superseded values are not recommended for survey control.
 AX2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2632.See file dsdata.txt to determine how the superseded data were derived.
 AX2632
 AX2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT1339380443(NAD 83)
 AX2632_MARKER: 63 = STACK
 AX2632
 AX2632  HISTORY     - Date     Condition        Report By
 AX2632  HISTORY     - 1903     FIRST OBSERVED   CGS
 AX2632  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2632
 AX2632                          STATION DESCRIPTION
 AX2632
 AX2632'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0534 ***********************************************************************
 DP0534  FBN         -  This is a Federal Base Network Control Station.
 DP0534  DESIGNATION -  KINGSTONE RESET
 DP0534  PID         -  DP0534
 DP0534  STATE/COUNTY-  TX/KING
 DP0534  USGS QUAD   -  BOB CREEK (1978)
 DP0534
 DP0534                         *CURRENT SURVEY CONTROL
 DP0534  ___________________________________________________________________
 DP0534* NAD 83(1993)-  33 23 47.15608(N)    100 15 23.93490(W)     ADJUSTED  
 DP0534* NAVD 88     -       539.9    (meters)    1771.     (feet)  GPS OBS   
 DP0534  ___________________________________________________________________
 DP0534  X           -    -949,195.267 (meters)                     COMP
 DP0534  Y           -  -5,245,642.277 (meters)                     COMP
 DP0534  Z           -   3,491,031.734 (meters)                     COMP
 DP0534  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 DP0534  ELLIP HEIGHT-         512.29  (meters)          (05/01/00) GPS OBS
 DP0534  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DP0534
 DP0534  HORZ ORDER  -  B
 DP0534  ELLP ORDER  -  THIRD     CLASS I
 DP0534
 DP0534.The horizontal coordinates were established by GPS observations
 DP0534.and adjusted by the National Geodetic Survey in May 1994..
 DP0534
 DP0534.The orthometric height was determined by GPS observations and a
 DP0534.high-resolution geoid model.
 DP0534
 DP0534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP0534
 DP0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0534
 DP0534.The ellipsoidal height was determined by GPS observations
 DP0534.and is referenced to NAD 83.
 DP0534
 DP0534.The geoid height was determined by GEOID03.
 DP0534
 DP0534;                    North         East     Units Scale Factor Converg.
 DP0534;SPC TXNC     - 2,193,181.213   436,599.111   MT  0.99989067   -0 57 29.0
 DP0534;SPC TXNC     - 7,195,462.03  1,432,408.92   sFT  0.99989067   -0 57 29.0
 DP0534;UTM  14      - 3,695,942.358   383,133.194   MT  0.99976839   -0 41 30.4
 DP0534
 DP0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0534!SPC TXNC     -   0.99991958  x   0.99989067  =   0.99981026
 DP0534!UTM  14      -   0.99991958  x   0.99976839  =   0.99968799
 DP0534
 DP0534:                Primary Azimuth Mark                     Grid Az
 DP0534:SPC TXNC     -  KINGSTONE AZ MK                          120 04 45.5
 DP0534:UTM  14      -  KINGSTONE AZ MK                          119 48 46.9
 DP0534
 DP0534|---------------------------------------------------------------------|
 DP0534| PID    Reference Object                     Distance      Geod. Az  |
 DP0534|                                                           dddmmss.s |
 DP0534| CX8453 KINGSTONE AZ MK                                    1190716.5 |
 DP0534| CX8454 KINGSTONE RM 1                       31.227 METERS 24934     |
 DP0534| CX8455 KINGSTONE RM 2                       11.743 METERS 34453     |
 DP0534| CX8456 KINGSTONE RM 3                       14.688 METERS 35107     |
 DP0534|---------------------------------------------------------------------|
 DP0534
 DP0534                          SUPERSEDED SURVEY CONTROL
 DP0534
 DP0534  ELLIP H (05/09/94)  512.34   (m)                       GP(       ) 4 2
 DP0534  NAD 83(1986)-  33 23 47.16363(N)    100 15 23.93112(W) AD(       ) 2
 DP0534  NAD 27      -  33 23 46.84300(N)    100 15 22.54100(W) AD(       ) 2
 DP0534  NGVD 29 (07/17/98)  539.7    (m)         1771.     (f) VERT ANG       
 DP0534
 DP0534.Superseded values are not recommended for survey control.
 DP0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0534.See file dsdata.txt to determine how the superseded data were derived.
 DP0534
 DP0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB8313395942(NAD 83)
 DP0534_MARKER: DD = SURVEY DISK
 DP0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0534_SP_SET: CONCRETE POST
 DP0534_STAMPING: KINGSTONE 1935 1958
 DP0534_MARK LOGO: CGS   
 DP0534_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0534+STABILITY: SURFACE MOTION
 DP0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0534+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1998
 DP0534
 DP0534  HISTORY     - Date     Condition        Report By
 DP0534  HISTORY     - 1958     MONUMENTED       CGS
 DP0534  HISTORY     - 1958     GOOD             CGS
 DP0534  HISTORY     - 1960     GOOD             CGS
 DP0534  HISTORY     - 1967     GOOD             CGS
 DP0534  HISTORY     - 1969     GOOD             CGS
 DP0534  HISTORY     - 1969     GOOD             NGS
 DP0534  HISTORY     - 19930308 SEE DESCRIPTION  NGS
 DP0534  HISTORY     - 19980202 GOOD             NGS
 DP0534  HISTORY     - 19990928 GOOD             TXDOT
 DP0534
 DP0534                          STATION DESCRIPTION
 DP0534
 DP0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HJS)
 DP0534'THE SURFACE STATION MARK WAS FOUND LYING ON TOP OF THE GROUND
 DP0534'WITH THE DISK BROKEN OFF.  THE UNDERGROUND MARK WAS RECOVERED
 DP0534'BUT THE DISTANCES NOR THE DIRECTIONS CHECKED TO THE REFERENCE
 DP0534'MARKS.  IT IS POSSIBLE THE THE REFERENCE MARKS HAVE BEEN
 DP0534'MOVED.  THE UNDERGROUND MARK WAS FOUND TO BE A STANDARD DISK
 DP0534'SET IN CONCRETE AND THE DISK STAMPED KINGSTONE 1939.  THE
 DP0534'ORIGINAL DESCRIPTION DESCRIBED THE UNDERGROUND MARK AS BEING
 DP0534'A COPPER BOLT SET IN CONCRETE.
 DP0534'
 DP0534'A NEW DISK STAMPED KINGSTONE 1935-1958 WAS SET IN TOP OF CONCRETE
 DP0534'POST AND PLUMBED OVER THE UNDERGROUND MARK.  THE STATION
 DP0534'IS 53 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 83, 14.7
 DP0534'FEET NORTH-NORTHEAST OF HIGHWAY MARKER AND 7 FEET WEST OF THE
 DP0534'EAST RIGHT OF WAY FENCE.  THE MARK PROJECTS ABOUT 10 INCHES.
 DP0534'
 DP0534'REFERENCE MARK NO. 1 IS 102.41 FEET WEST OF THE STATION, 48
 DP0534'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST-NORTHEAST
 DP0534'OF COUNTY-LINE POST AND 3 FEET EAST-NORTHEAST OF A CONCRETE
 DP0534'HIGHWAY-POST.  THE MARK PROJECTS ABOUT 4 INCHES.
 DP0534'
 DP0534'REFERENCE MARK NO. 2 IS 75.88 FEET NORTH OF THE STATION,
 DP0534'54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 6 FEET
 DP0534'WEST OF THE RIGHT OF WAY FENCE.
 DP0534'
 DP0534'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 DP0534'TO REACH THIS MARK FROM THE STATION, GO SOUTH 0.25 MILE
 DP0534'TO A CATTLE GUARD ON THE LEFT, TURN LEFT ACROSS CATTLE GUARD
 DP0534'THEN GO SOUTHEAST FOR 0.2 MILE TO A WIRE GATE AT SOUTHEAST
 DP0534'CORNER OF LOT, GO THROUGH GATE TO FORKS ABOUT 50 YARDS EAST OF
 DP0534'THE GATE, TAKE LEFT FORK AND GO NORTHEAST FOR 0.15 MILE,
 DP0534'MARK IS ABOUT 75 YARDS EAST OF THIS POINT AND IS ABOUT DUE EAST
 DP0534'OF THE RANCH HOUSE.
 DP0534'
 DP0534'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM ASPERMONT
 DP0534'OR GUTHRIE ARE ADEQUATE AND CORRECT WITH THE EXCEPTION THAT
 DP0534'THE HIGHWAY IS NOW U.S. HIGHWAY 83.
 DP0534
 DP0534                          STATION RECOVERY (1958)
 DP0534
 DP0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 DP0534'RECOVERED IN GOOD CONDITION.
 DP0534
 DP0534                          STATION RECOVERY (1960)
 DP0534
 DP0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JRN)
 DP0534'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 DP0534'IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS FOR PROCEEDING
 DP0534'TO STATION SITE ARE CORRECT.
 DP0534
 DP0534                          STATION RECOVERY (1967)
 DP0534
 DP0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CFL)
 DP0534'STATION RECOVERED.  R.M. 2 FOUND DESTROYED.  R.M. 3 WAS
 DP0534'ESTABLISHED DURING SECOND ORDER CONTROL OPERATIONS.  R.M. 3
 DP0534'IS A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD DRIVEN
 DP0534'TO A DEPTH OF 8 FEET CENTERED IN AN ORANGEBURG TILE 6 IN
 DP0534'DIAMETER, 12 IN LONG, FILLED WITH GRAVEL.  R.M. 3 IS LOCATED
 DP0534'48.155 FT., 14.679 M., NORTH FROM STATION MARK AND IS STAMPED
 DP0534'KINGSTONE 3 1935-1967.
 DP0534'
 DP0534'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 DP0534'SSE OF GUTHRIE, TEXAS.
 DP0534
 DP0534                          STATION RECOVERY (1969)
 DP0534
 DP0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DP0534'STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE
 DP0534'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND IN
 DP0534'GOOD CONDITION, BUT IS IN A DIFFERENT LOCATION THAN DESCRIBED
 DP0534'IN PREVIOUS DESCRIPTIONS.  A REFERENCE MARK NO. 3 WAS ALSO
 DP0534'FOUND IN GOOD CONDITION AND IS DESCRIBED BELOW.
 DP0534'
 DP0534'FOLLOWING IS A NEW DESCRIPTION--
 DP0534'
 DP0534'STATION IS LOCATED ALONG U.S. HIGHWAY 83 AT THE STONEWALL-KING
 DP0534'COUNTY LINE ABOUT 18-1/2 MILES NORTH-NORTHWEST OF ASPERMONT.
 DP0534'STATION, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 DP0534'POST AND STAMPED KINGSTONE 1935 1958, IS 53 FEET EAST OF THE
 DP0534'CENTERLINE OF U.S. HIGHWAY 83, 14 FEET NORTH OF A CONCRETE
 DP0534'HIGHWAY MARKER STA. 1644+824 AND 7 FEET WEST OF A FENCE.
 DP0534'THE MARK PROJECTS 10 INCHES.
 DP0534'
 DP0534'TO REACH FROM THE COURTHOUSE IN ASPERMONT, GO NORTHERLY ON
 DP0534'U.S. HIGHWAYS NO. 83 AND 380 FOR 3.25 MILES TO THEIR JUNCTION.
 DP0534'CONTINUE NORTHERLY ON U.S. HIGHWAY 83 FOR 16.05 MILES TO
 DP0534'STONEWALL-KING COUNTY LINE AND STATION ON RIGHT (EAST) SIDE
 DP0534'OF HIGHWAY AS DESCRIBED.
 DP0534'
 DP0534'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A ROUND
 DP0534'CONCRETE POST AND STAMPED KINGSTONE NO 1 1935, IS 49 FEET
 DP0534'WEST OF THE CENTERLINE OF HIGHWAY, 13 FEET EAST OF A FENCE,
 DP0534'4-1/2 EAST OF STONEWALL-KING COUNTY LINE MARKER AND 3-1/2
 DP0534'FEET EAST OF A CONCRETE HIGHWAY MARKER STA. 1738+47.  THE
 DP0534'MARK PROJECTS ABOUT 10 INCHES.
 DP0534'
 DP0534'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A ROUND
 DP0534'CONCRETE POST AND STAMPED KINGSTONE NO 2 1935, IS 57 FEET
 DP0534'EAST OF THE CENTERLINE OF U.S. HIGHWAY 83, 25 FEET SOUTHEAST
 DP0534'OF A CONCRETE HIGHWAY MARKER AND 3 FEET WEST OF A FENCE.
 DP0534'
 DP0534'REFERENCE MARK NO. 3 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 DP0534'MARK DISK CRIMPED TO THE TOP OF A COPPERWELD ROAD AND CENTERED
 DP0534'IN AN ORANGEBURG TILE FILLED WITH GRAVEL.  THE DISK IS STAMPED
 DP0534'KINGSTONE NO 3 1935 1967.  IT IS 56 FEET EAST OF THE CENTERLINE
 DP0534'OF U.S. HIGHWAY 83, 63 FEET NORTH OF CONCRETE HIGHWAY MARKER
 DP0534'AND 2-1/2 FEET WEST OF A FENCE.
 DP0534'
 DP0534'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 DP0534'CONCRETE POST AND STAMPED KINGSTONE 1935 IS 1 FOOT WEST OF
 DP0534'A WITNESS POST AND ABOUT 0.3 MILE DUE EAST OF A RANCH HOUSE.
 DP0534'
 DP0534'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH 0.25 MILE TO
 DP0534'CATTLEGUARD ON LEFT.  TURN LEFT, GO SOUTHEAST 0.2 MILE TO
 DP0534'GATE AT FENCE CORNER.  PASS THRU GATE, AND GO NORTHEAST
 DP0534'FOR 0.2 MILE TO MARK ON RIGHT.
 DP0534'
 DP0534'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18-1/2 MILES
 DP0534'NNW OF ASPERMONT.
 DP0534
 DP0534                          STATION RECOVERY (1969)
 DP0534
 DP0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DP0534'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33100-2, STATION 1002.
 DP0534'RECOVERED BY USGS IN 1967.
 DP0534'RECOVERED BY NGS IN 1969.
 DP0534'STATION MARK--A USC AND GS STANDARD BRONZE DISK SET IN CONCRETE POST
 DP0534'PROJECTING 0.4 FT. AND STAMPED---KINGSTONE 1935 1958---.
 DP0534
 DP0534                          STATION RECOVERY (1993)
 DP0534
 DP0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 DP0534'THE SOLID SHANK OF THE STATION MARK DISK AND REFERENCE MARK 1 WERE
 DP0534'RECOVERED IN FAIR CONDITION.  REFERENCE MARKS 2 AND 3 WERE NOT
 DP0534'RECOVERED, APPARENTLY DESTROYED BY HIGHWAY EQUIPMENT.  AZIMUTH MARK
 DP0534'WAS NOT SEARCHED FOR (LOCKED GATE).  STATION MARK WAS VERIFIED BY
 DP0534'MEASUREMENT FROM REFERENCE MARK 1.  THE TOP OF THE STATION MARK POST
 DP0534'HAS BEEN ROUNDED OFF BY REPEATED CHIPPING BY MOWERS BUT THE POST IS
 DP0534'SOLID AND THE SHANK IS SLIGHTLY LOWER THAN THE TOP OF THE POST.  A
 DP0534'PUNCH HOLE WAS MADE IN THE TOP CENTER OF THE UNEVEN SOLID SHANK,
 DP0534'WHICH SHOULD BE WITHIN 2 MM OF THE ORIGINAL POINT.  THE HIGHWAY
 DP0534'DEPARTMENT WAS NOTIFIED AND IT IS EXPECTED THAT THEY WILL PUT SOME
 DP0534'STEEL POSTS AROUND THE STATION.
 DP0534'STATION IS LOCATED ABOUT 22 KM (13.65 MI) NORTH OF ASPERMONT, 23 KM
 DP0534'(14.30 MI) SOUTH-SOUTHEAST OF GUTHRIE, ALONG U.S. HIGHWAY 83, ON THE
 DP0534'RIGHT-OF-WAY, AT MILE 248.0, ON THE NORTH SIDE OF THE COUNTY LINE.
 DP0534'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 DP0534'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 380 ON THE SOUTH
 DP0534'SIDE OF ASPERMONT, GO NORTH THROUGH TOWN ON HIGHWAYS 83 AND 380 FOR
 DP0534'5.43 KM (3.35 MI) TO A FORK.  BEAR RIGHT, NORTH, ON HIGHWAY 83 FOR
 DP0534'25.08 KM (15.60 MI) TO THE COUNTY LINE AND THE STATION ON THE RIGHT.
 DP0534'STATION MARK IS A PUNCH HOLE IN THE CENTER OF THE UNEVEN TOP OF THE
 DP0534'ORIGINAL DISK SHANK SET IN THE TOP OF A 30-CM CONCRETE POST
 DP0534'PROJECTING 5 CM ABOVE GROUND.  IT IS 16.1 M (52.8 FT) EAST OF, AND
 DP0534'LEVEL WITH THE HIGHWAY CENTER, 32.6 M (107.0 FT) EAST-NORTHEAST OF
 DP0534'THE COUNTY LINE POST, 15.8 M (51.8 FT) NORTH-NORTHWEST OF A
 DP0534'CONCRETE-FILLED BRACED PIPE FENCE POST AT JOG IN FENCE, 6.4 M
 DP0534'(21.0 FT) WEST OF THE NORTH ONE OF TWO CONCRETE-FILLED BRACED PIPE
 DP0534'FENCE POSTS, 0.7 M (2.3 FT) NORTH OF A FIBERGLASS WITNESS POST, AND
 DP0534'0.6 M (2.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 DP0534
 DP0534                          STATION RECOVERY (1998)
 DP0534
 DP0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DP0534'THE STATION IS LOCATED ABOUT 28.5 KM (17.70 MI) NORTH-NORTHWEST OF
 DP0534'ASPERMONT, ABOUT 25.5 KM (15.85 MI) SOUTH-SOUTHEAST OF GUTHRIE, AND
 DP0534'7.56 KM (4.70 MI) NORTH OF THE NORTH END OF THE BRIDGE OVER THE SALT
 DP0534'FORK OF THE BRAZOS RIVER, AT THE KING-STONEWALL COUNTY LINE, ALONG THE
 DP0534'EAST-NORTHEAST SIDE OF U.S. HIGHWAY 83, JUST WEST-SOUTHWEST OF THE
 DP0534'RIGHT-OF-WAY FENCE.  OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 DP0534'TO REACH (AT THE INTERSECTION OF THE KING-STONEWALL COUNTY LINE AND
 DP0534'U.S. HIGHWAY 83.  NOTE-- DISK IS MISSING, THE DATUM POINT IS A PUNCH
 DP0534'MARK IN THE UNEVEN TOP CENTER OF THE ORIGINAL DISK SHANK SET IN TOP OF
 DP0534'A CONCRETE POST.  STATION IS 31.2 M (102.4 FT) EAST-NORTHEAST OF AND
 DP0534'ACROSS THE HIGHWAY FROM REFFERENCE MARK (KINGSTONE NO 1 1935) AT THE
 DP0534'COUNTY LINE SIGN, 16.2 M (53.1 FT) EAST-NORTHEAST OF THE HIGHWAY
 DP0534'CENTER, 15.75 M (51.67 FT) NORTH-NORTHWEST OF THE NORTH-NORTHWEST 1 OF
 DP0534'2 BRACED PIPE FENCE POSTS AT A JAG IN THE FENCE AT A CONCERVATION
 DP0534'DISTRICT SIGN, 6.2 M (20.3 FT) WEST OF THE NORTH-NORTHWEST 1 OF 2
 DP0534'BRACED PIPE FENCE POSTS, 2.0 M (6.6 FT) NORTH-NORTHWEST OF THE
 DP0534'EXTENDED LINE OF THE COUNTY LINE SIGN ON THE WEST-SOUTHWEST SIDE OF
 DP0534'THE HIGHWAY, 0.65 M (2.13 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS
 DP0534'POST, 0.55 M (1.80 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST,
 DP0534'0.5 M (1.6 FT) NORTH OF A METAL FENCE POST, AND THE MONUMENT IS ABOUT
 DP0534'LEVEL WITH THE HIGHWAY AND PROJECTING ABOUT 7-CM ABOVE THE GROUND
 DP0534'SURFACE.  BY R.G. HAYES
 DP0534
 DP0534                          STATION RECOVERY (1999)
 DP0534
 DP0534'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 DP0534'STATION RECOVERED IN GOOD CONDITION PER 1993 RECOVERY, RM 1 RECOVERED
 DP0534'RM 2, SEARCHED FOR - NOT RECOVERED, AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0461 ***********************************************************************
 AH0461  DESIGNATION -  KINGSVILLE
 AH0461  PID         -  AH0461
 AH0461  STATE/COUNTY-  TX/KLEBERG
 AH0461  USGS QUAD   -  RICARDO (1979)
 AH0461
 AH0461                         *CURRENT SURVEY CONTROL
 AH0461  ___________________________________________________________________
 AH0461* NAD 83(1993)-  27 29 29.30856(N)    097 52 02.67182(W)     ADJUSTED  
 AH0461* NAVD 88     -        18.821  (meters)      61.75   (feet)  ADJUSTED  
 AH0461  ___________________________________________________________________
 AH0461  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AH0461  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AH0461  DYNAMIC HT  -          18.791 (meters)      61.65  (feet)  COMP
 AH0461  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 AH0461
 AH0461  HORZ ORDER  -  THIRD
 AH0461  VERT ORDER  -  FIRST     CLASS II
 AH0461
 AH0461.The horizontal coordinates were established by classical geodetic methods
 AH0461.and adjusted by the National Geodetic Survey in February 1996..
 AH0461
 AH0461.The orthometric height was determined by differential leveling
 AH0461.and adjusted by the National Geodetic Survey in June 1991..
 AH0461.WARNING-Repeat measurements at this control monument indicate possible
 AH0461.vertical movement.
 AH0461
 AH0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH0461
 AH0461.The geoid height was determined by GEOID03.
 AH0461
 AH0461.The dynamic height is computed by dividing the NAVD 88
 AH0461.geopotential number by the normal gravity value computed on the
 AH0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0461.degrees latitude (g = 980.6199 gals.).
 AH0461
 AH0461.The modeled gravity was interpolated from observed gravity values.
 AH0461
 AH0461;                    North         East     Units Scale Factor Converg.
 AH0461;SPC TX S     - 5,202,332.535   362,507.943   MT  0.99993128   +0 17 13.9
 AH0461;SPC TX S     -17,067,985.99  1,189,328.14   sFT  0.99993128   +0 17 13.9
 AH0461;UTM  14      - 3,041,382.986   611,881.818   MT  0.99975451   +0 31 22.4
 AH0461
 AH0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH0461!SPC TX S     -   1.00000114  x   0.99993128  =   0.99993242
 AH0461!UTM  14      -   1.00000114  x   0.99975451  =   0.99975565
 AH0461
 AH0461|---------------------------------------------------------------------|
 AH0461| PID    Reference Object                     Distance      Geod. Az  |
 AH0461|                                                           dddmmss.s |
 AH0461| AH1103 Z 616                                60.619 METERS 25734     |
 AH0461| AH0758 KINGSVILLE AZ MK                                   3550344.3 |
 AH0461| AH0460 KINGSVILLE RM 1                      23.416 METERS 35832     |
 AH0461|---------------------------------------------------------------------|
 AH0461
 AH0461                          SUPERSEDED SURVEY CONTROL
 AH0461
 AH0461  NAD 83(1986)-  27 29 29.32126(N)    097 52 02.64481(W) AD(       ) 3
 AH0461  NAD 27      -  27 29 28.19400(N)    097 52 01.65300(W) AD(       ) 3
 AH0461  NGVD 29 (??/??/92)   18.904  (m)           62.02   (f) ADJ UNCH    1 2
 AH0461
 AH0461.Superseded values are not recommended for survey control.
 AH0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0461.See file dsdata.txt to determine how the superseded data were derived.
 AH0461
 AH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1188241383(NAD 83)
 AH0461_MARKER: DS = TRIANGULATION STATION DISK
 AH0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0461_STAMPING: KINGSVILLE 1949
 AH0461_MARK LOGO: CGS   
 AH0461_PROJECTION: FLUSH
 AH0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0461+STABILITY: SURFACE MOTION
 AH0461
 AH0461  HISTORY     - Date     Condition        Report By
 AH0461  HISTORY     - 1949     MONUMENTED       CGS
 AH0461  HISTORY     - 1951     GOOD             CGS
 AH0461  HISTORY     - 1968     GOOD             CGS
 AH0461  HISTORY     - 1974     GOOD             NGS
 AH0461  HISTORY     - 1974     GOOD             NGS
 AH0461  HISTORY     - 1981     GOOD             NGS
 AH0461  HISTORY     - 1982     GOOD             NGS
 AH0461  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AH0461  HISTORY     - 1988     GOOD             USPSQD
 AH0461  HISTORY     - 1991     POOR             USPSQD
 AH0461
 AH0461                          STATION DESCRIPTION
 AH0461
 AH0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH0461'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF KINGSVILLE
 AH0461'AND 5.0 MILES NORTH OF RICARDO ON THE EAST SIDE OF U.S. HIGHWAY
 AH0461'77 AND NORTH OF MACADAM ROAD TO THE U.S. NAVAL AIR STATION R-4.
 AH0461'IT IS 151 FEET EAST OF THE CENTER OF U.S. HIGHWAY 77, 84 FEET
 AH0461'NORTH OF THE CENTER OF THE MACADAM ROAD AND 103 FEET SOUTH OF
 AH0461'THE SOUTH RAIL OF THE RAILROAD TRACKS.  IT IS STAMPED KINGSVILLE
 AH0461'1949 AND SET FLUSH WITH THE GROUND SURFACE.
 AH0461'
 AH0461'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 151 FEET EAST OF
 AH0461'THE CENTER OF HIGHWAY 77, 160 FEET NORTH OF THE MACADAM ROAD AND
 AH0461'28 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS.  IT
 AH0461'IS STAMPED KINGSVILLE NO 1 1949 AND PROJECTS 5 INCHES.
 AH0461'
 AH0461'BENCH MARK Z 616 WAS USED AS REFERENCE MARK NO 2.  IT IS
 AH0461'WEST-SOUTHWEST OF THE STATION, 47 FEET WEST OF THE CENTER OF
 AH0461'U.S. HIGHWAY 77 AND 1.5 FEET EAST OF WITNESS POST.  IT IS
 AH0461'STAMPED Z 616 1942 AND PROJECTS 6 INCHES.
 AH0461'
 AH0461'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF THE STATION, 35
 AH0461'FEET WEST OF THE CENTER OF U.S. HIGHWAY 77, 30 FEET EAST OF
 AH0461'THE EAST RAIL OF THE RAILROAD TRACKS, 3 FEET SOUTH OF POWER
 AH0461'LINE POLE NO 1905 AND 5 FEET NORTHEAST OF WITNESS POST.  IT IS
 AH0461'STAMPED KINGSVILLE 1949 AND PROJECTS 6 INCHES.
 AH0461'
 AH0461'TO REACH THE STATION FROM THE POST OFFICE IN KINGSVILLE, GO
 AH0461'SOUTH ON U.S. HIGHWAY 77 FOR 1.3 MILES TO THE AZIMUTH MARK ON
 AH0461'THE WEST SIDE AS DESCRIBED, CONTINUE SOUTH ON HIGHWAY FOR 0.5
 AH0461'MILE TO MACADAM SIDE ROAD LEFT AND STATION IN NORTHEAST ANGLE
 AH0461'AS DESCRIBED.
 AH0461'
 AH0461'AN 87 FOOT SIGNAL AT STATION BISHOP 1913 IS VISIBLE AT 20 FEET
 AH0461'
 AH0461'A 74 FOOT SIGNAL AT STATION KLEBERG 2 IS VISIBLE AT 20 FEET.
 AH0461'
 AH0461'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AH0461
 AH0461                          STATION RECOVERY (1951)
 AH0461
 AH0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 AH0461'1.7 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 AH0461'KINGSVILLE, 151 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 87
 AH0461'FEET NORTH OF THE CENTER LINE OF AN OILES ROAD LEADING EAST,
 AH0461'115 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK LEADING EAST,
 AH0461'2.6 FEET EAST OF A WITNESS POST, A TRIANGULATION STATION DISK
 AH0461'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 AH0461'GROUND, STAMPED KINGSVILLE 1949.
 AH0461'
 AH0461'KINGSVILLE R.M. 1 IS 76.8 FEET NORTH OF TRIANGULATION STATION
 AH0461'KINGSVILLE 1949.  32 FEET SOUTH OF THE SOUTH RAIL OF A SIDE
 AH0461'TRACK LEADING EAST, 92 FEET SOUTHEAST OF A POWER POLE, A
 AH0461'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 AH0461'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED KINGSVILLE NO 1 1949.
 AH0461'
 AH0461'KINGSVILLE AZIMUTH 1949 IS 0.5 MILE NORTH OF TRIANGULATION
 AH0461'STATION KINGSVILLE 1949, 2 POLES SOUTH OF MILEPOST 117-20,
 AH0461'39 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 49 FEET
 AH0461'EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE RAILROAD, 34.6
 AH0461'FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 18 FEET NORTHWEST
 AH0461'OF THE WEST END OF AN 18 INCH CONCRETE PIPE CULVERT UNDER
 AH0461'THE HIGHWAY, 2.5 FEET SOUTH OF A TELEGRAPH POLE, 3.3 FEET
 AH0461'NORTHEAST OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN
 AH0461'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 AH0461'GROUND, STAMPED KINGSVILLE 1949
 AH0461'
 AH0461'R.M. 2 WHICH WAS BENCH MARK Z 616 WAS FOUND DESTROYED.  THE
 AH0461'POST WAS BROKEN OFF 0.6 FOOT BELOW THE GROUND.  THE DISK WAS
 AH0461'RECOVERED.
 AH0461
 AH0461                          STATION RECOVERY (1968)
 AH0461
 AH0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH0461'THE STATION AND AZIMUTH MARK RECOVERED IN APPARENT GOOD
 AH0461'CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED IN FAIR CONDITION.
 AH0461'HAVING BEEN HIT BY MOWING EQUIPTMENT, IT NOW PROJECTS 0.5 FOOT.
 AH0461'
 AH0461'STATION IS NOW DIRECTLY BENEATH A TRANSMISSION VOLTAGE POWER
 AH0461'LINE.  THE RECOVERY DESCRIPTION BY DARLING, 1951, IS ADEQUATE FOR
 AH0461'RECOVERY.
 AH0461'
 AH0461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 AH0461'SOUTH OF KINGSVILLE
 AH0461
 AH0461                          STATION RECOVERY (1974)
 AH0461
 AH0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 AH0461'THE STATION MARK WAS FOUND AND APPEARED TO BE IN GOOD CONDITION.
 AH0461'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND SOLID,
 AH0461'BUT EACH MARK HAS HAD PART OF THE TOP OF THE MONUMENT SHIRRED
 AH0461'OFF, APPARENTLY BY MOWING MACHINES.  THE AZIMUTH MARK IS NOT
 AH0461'VISIBLE FROM THE GROUND AT THE STATION DUE TO A BUILDING ON LINE.
 AH0461'
 AH0461'A NEW DESCRIPTION FOLLOWS--
 AH0461'
 AH0461'THE STATION IS LOCATED AT THE SOUTH EDGE OF KINGSVILLE, IN
 AH0461'THE NORTHEAST CORNER OF THE INTERSECTION OF BUSINESS ROUTE
 AH0461'U.S. HIGHWAY 77, AND NAVAL AIR STATION ROAD LEADING EAST
 AH0461'AND FARM ROAD 1356 LEADING WEST, ON A GRASS COVERED STRIP OF LAND
 AH0461'BETWEEN THE NAVAL AIR STATION ROAD AND THE ABANDONED ROAD
 AH0461'BED OF A RAILROAD SIDE TRACK.
 AH0461'
 AH0461'THE STATION MARK IS A STANDARD DISK STAMPED KINGSVILLE 1949,
 AH0461'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AH0461'GROUND.  IT IS 149 FEET EAST OF THE CENTER OF U.S. HIGHWAY 77,
 AH0461'82 FEET NORTH OF THE CENTER OF THE NAVAL AIR STATION ROAD,
 AH0461'AND 53.5 FEET NORTHEAST OF THE EAST END OF THE NORTH HEADWALL
 AH0461'OF A LARGE CONCRETE CULVERT.
 AH0461'
 AH0461'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED KINGSVILLE NO
 AH0461'1 1949, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 AH0461'PROJECTS 8-INCHES.  IT IS 76.8 FEET NORTH OF THE STATION MARK,
 AH0461'AND 36 FEET SOUTH OF THE CENTER OF THE ABANDONED RAILROAD BED.
 AH0461'
 AH0461'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KINGSVILLE 1949,
 AH0461'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 AH0461'3-INCHES.  IT IS 135 FEET SOUTH OF THE CENTER OF E. AILSIE
 AH0461'AVENUE, 39 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77, 49
 AH0461'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE
 AH0461'MISSOURI-PACIFIC RAILROAD, 18 FEET NORTHWEST OF THE WEST END OF A
 AH0461'CONCRETE CULVERT UNDER THE HIGHWAY, AND 3 FEET SOUTH OF A BRACE
 AH0461'POLE WITH 3 GUY WIRES.
 AH0461'
 AH0461'TO REACH THE STATION FROM THE POST OFFICE IN KINGSVILLE, GO
 AH0461'SOUTH ON BUSINESS ROUTE U.S. HIGHWAY 77 FOR 1.3 MILES TO THE
 AH0461'INTERSECTION WITH E. AILSIE AVENUE, AND THE AZIMUTH MARK ON
 AH0461'THE RIGHT AS DESCRIBED, CONTINUE SOUTH ON THE HIGHWAY FOR 0.5
 AH0461'MILE TO THE CROSSROAD AND STATION AS DESCRIBED.
 AH0461'
 AH0461'NO OBSERVATIONS TAKEN.
 AH0461'
 AH0461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KINGSVILLE
 AH0461
 AH0461                          STATION RECOVERY (1974)
 AH0461
 AH0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AH0461'1.8 MI S FROM KINGSVILLE.
 AH0461'1.8 MILES SOUTH ALONG BUSINESS ROUTE U.S. HIGHWAY 77 FROM THE POST
 AH0461'OFFICE IN KINGSVILLE, AT THE CROSSROAD INTERSECTION WITH THE NAVAL AIR
 AH0461'STATION ROAD LEADING EAST AND FARM ROAD 1356 LEADING WEST, 149 FEET
 AH0461'EAST OF THE CENTER OF U.S. HIGHWAY 77, 82 FEET NORTH OF THE CENTER OF
 AH0461'THE NAVAL AIR STATION ROAD, 53.5 FEET NORTHEAST OF THE EAST END OF THE
 AH0461'NORTH HEADWALL OF A LARGE CONCRETE CULVERT, AND SET IN THE TOP OF A
 AH0461'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AH0461
 AH0461                          STATION RECOVERY (1981)
 AH0461
 AH0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0461'RECOVERED THIS DATE.  NOTE-2.9 KM (1.8 MI) SOUTH ALONG SIXTH STREET
 AH0461'FROM THE POST OFFICE IN KINGSVILLE, THENCE 0.32 KM (0.2 MI) SOUTH
 AH0461'ALONG BUSINESS U.S. HIGHWAY 77, AT THE JUNCTION OF FARM ROAD 1356,
 AH0461'16.5 METERS (54.0 FT) NORTHEAST OF THE NORTHEAST END OF THE NORTH
 AH0461'CONCRETE HEADWALL OF A 0.9 METER (3.0 FT) CULVERT.
 AH0461
 AH0461                          STATION RECOVERY (1982)
 AH0461
 AH0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (ARB)
 AH0461'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 AH0461'AZIMUTH MARK WAS ALSO RECOVERED.  THE STATION AND AZIMUTH MARK ARE
 AH0461'NO LONGER INTERVISIBLE.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT
 AH0461'RECOVERED.
 AH0461'
 AH0461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED AT
 AH0461'KINGSVILLE.
 AH0461
 AH0461                          STATION RECOVERY (1987)
 AH0461
 AH0461'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AH0461'MARK NOT FOUND.
 AH0461
 AH0461                          STATION RECOVERY (1988)
 AH0461
 AH0461'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0461'RECOVERED IN GOOD CONDITION.
 AH0461
 AH0461                          STATION RECOVERY (1991)
 AH0461
 AH0461'RECOVERY NOTE BY US POWER SQUADRON 1991 (GG)
 AH0461'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0758 ***********************************************************************
 AH0758  DESIGNATION -  KINGSVILLE AZ MK
 AH0758  PID         -  AH0758
 AH0758  STATE/COUNTY-  TX/KLEBERG
 AH0758  USGS QUAD   -  RICARDO (1979)
 AH0758
 AH0758                         *CURRENT SURVEY CONTROL
 AH0758  ___________________________________________________________________
 AH0758* NAD 83(1986)-  27 29 53.     (N)    097 52 07.     (W)     SCALED    
 AH0758* NAVD 88     -        19.210  (meters)      63.02   (feet)  ADJUSTED  
 AH0758  ___________________________________________________________________
 AH0758  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AH0758  DYNAMIC HT  -          19.180 (meters)      62.93  (feet)  COMP
 AH0758  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 AH0758
 AH0758  VERT ORDER  -  FIRST     CLASS II
 AH0758
 AH0758.The horizontal coordinates were scaled from a topographic map and have
 AH0758.an estimated accuracy of +/- 6 seconds.
 AH0758
 AH0758.The orthometric height was determined by differential leveling
 AH0758.and adjusted by the National Geodetic Survey in June 1991..
 AH0758
 AH0758.The geoid height was determined by GEOID03.
 AH0758
 AH0758.The dynamic height is computed by dividing the NAVD 88
 AH0758.geopotential number by the normal gravity value computed on the
 AH0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0758.degrees latitude (g = 980.6199 gals.).
 AH0758
 AH0758.The modeled gravity was interpolated from observed gravity values.
 AH0758
 AH0758;                    North         East    Units  Estimated Accuracy
 AH0758;SPC TX S     - 5,203,060.      362,390.      MT  (+/- 180 meters Scaled)
 AH0758
 AH0758                          SUPERSEDED SURVEY CONTROL
 AH0758
 AH0758  NGVD 29 (??/??/92)   19.313  (m)           63.36   (f) ADJ UNCH    1 2
 AH0758
 AH0758.Superseded values are not recommended for survey control.
 AH0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0758.See file dsdata.txt to determine how the superseded data were derived.
 AH0758
 AH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR117421(NAD 83)
 AH0758_MARKER: DZ = AZIMUTH MARK DISK
 AH0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0758_STAMPING: KINGSVILLE 1949
 AH0758_MARK LOGO: CGS   
 AH0758_PROJECTION: FLUSH
 AH0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0758+STABILITY: SURFACE MOTION
 AH0758
 AH0758  HISTORY     - Date     Condition        Report By
 AH0758  HISTORY     - 1949     MONUMENTED       CGS
 AH0758  HISTORY     - 1974     POOR             NGS
 AH0758  HISTORY     - 1981     GOOD             NGS
 AH0758
 AH0758                          STATION DESCRIPTION
 AH0758
 AH0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0758'1.3 MI S FROM KINGSVILLE.
 AH0758'1.3 MILES SOUTH ALONG BUSINESS ROUTE U.S. HIGHWAY 77 FROM THE POST
 AH0758'OFFICE IN KINGSVILLE AT THE INTERSECTION WITH E. AILSIE AVENUE, 135
 AH0758'FEET SOUTH OF THE CENTER OF E. AILSIE AVENUE, 39 FEET WEST OF THE
 AH0758'CENTER OF HIGHWAY 77, 49 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK
 AH0758'OF THE MISSOURI-PACIFIC RAILROAD, 18 FEET NORTHWEST OF THE WEST END OF
 AH0758'A CONCRETE CULVERT UNDER THE HIGHWAY, AND 3 FEET SOUTH OF A BRACE POLE
 AH0758'WITH 3 GUY WIRES.  IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AH0758'WHICH PROJECTS 3-INCHES.
 AH0758
 AH0758                          STATION RECOVERY (1981)
 AH0758
 AH0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0758'RECOVERED THIS DATE.  NOTE-FOUND HIT BY THE HIGHWAY EQUIPMENT BUT
 AH0758'STABLE AND IN AN UPRIGHT POSITION, 2.3 KM (1.45 MI) SOUTH ALONG SIXTH
 AH0758'STREET FROM THE POST OFFICE IN KINGSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1546 ***********************************************************************
 AH1546  DESIGNATION -  KINGSVILLE COLL ART INDUST STK
 AH1546  PID         -  AH1546
 AH1546  STATE/COUNTY-  TX/KLEBERG
 AH1546  USGS QUAD   -  RICARDO (1979)
 AH1546
 AH1546                         *CURRENT SURVEY CONTROL
 AH1546  ___________________________________________________________________
 AH1546* NAD 83(1993)-  27 29 54.84138(N)    097 49 15.23628(W)     ADJUSTED  
 AH1546* NAVD 88     -                                                        
 AH1546  ___________________________________________________________________
 AH1546  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AH1546  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AH1546
 AH1546  HORZ ORDER  -  THIRD
 AH1546
 AH1546.The horizontal coordinates were established by classical geodetic methods
 AH1546.and adjusted by the National Geodetic Survey in February 1996..
 AH1546
 AH1546
 AH1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1546
 AH1546.The geoid height was determined by GEOID03.
 AH1546
 AH1546;                    North         East     Units Scale Factor Converg.
 AH1546;SPC TX S     - 5,203,142.278   367,099.430   MT  0.99993235   +0 18 29.9
 AH1546;SPC TX S     -17,070,642.62  1,204,392.05   sFT  0.99993235   +0 18 29.9
 AH1546;UTM  14      - 3,042,211.486   616,469.148   MT  0.99976744   +0 32 40.1
 AH1546
 AH1546                          SUPERSEDED SURVEY CONTROL
 AH1546
 AH1546  NAD 83(1986)-  27 29 54.85450(N)    097 49 15.21073(W) AD(       ) 4
 AH1546  NAD 27      -  27 29 53.72800(N)    097 49 14.22300(W) AD(       ) 3
 AH1546
 AH1546.Superseded values are not recommended for survey control.
 AH1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1546.See file dsdata.txt to determine how the superseded data were derived.
 AH1546
 AH1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1646942211(NAD 83)
 AH1546_MARKER: 63 = STACK
 AH1546
 AH1546  HISTORY     - Date     Condition        Report By
 AH1546  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1546
 AH1546                          STATION DESCRIPTION
 AH1546
 AH1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1546'IT IS LOCATED ABOUT 2.0 MILES EAST-SOUTHEAST OF KINGSVILLE
 AH1546'AND 9.5 FEET NORTH OF THE NORTHWEST CORNER OF A BUILDING.
 AH1546'
 AH1546'IT IS CONSTRUCTED OF RED TILE AND IS 8.5 FEET IN DIAMETER
 AH1546'AT THE BOTTOM AND 4.5 FEET IN DIAMETER AT THE TOP.  IT IS
 AH1546'APPROXIMATELY 50 FEET IN HEIGHT.
 AH1546'
 AH1546'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE
 AH1546'STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1593 ***********************************************************************
 AH1593  DESIGNATION -  KINGSVILLE KING RANCH TANK
 AH1593  PID         -  AH1593
 AH1593  STATE/COUNTY-  TX/KLEBERG
 AH1593  USGS QUAD   -  KINGSVILLE WEST (1979)
 AH1593
 AH1593                         *CURRENT SURVEY CONTROL
 AH1593  ___________________________________________________________________
 AH1593* NAD 83(1993)-  27 33 40.66623(N)    097 53 51.50454(W)     ADJUSTED  
 AH1593* NAVD 88     -                                                        
 AH1593  ___________________________________________________________________
 AH1593  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH1593  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AH1593
 AH1593  HORZ ORDER  -  THIRD
 AH1593
 AH1593.The horizontal coordinates were established by classical geodetic methods
 AH1593.and adjusted by the National Geodetic Survey in February 1996..
 AH1593
 AH1593
 AH1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1593
 AH1593.The geoid height was determined by GEOID03.
 AH1593
 AH1593;                    North         East     Units Scale Factor Converg.
 AH1593;SPC TX S     - 5,210,054.400   359,483.807   MT  0.99994242   +0 16 24.5
 AH1593;SPC TX S     -17,093,320.14  1,179,406.46   sFT  0.99994242   +0 16 24.5
 AH1593;UTM  14      - 3,049,090.883   608,826.449   MT  0.99974619   +0 30 36.4
 AH1593
 AH1593                          SUPERSEDED SURVEY CONTROL
 AH1593
 AH1593  NAD 83(1986)-  27 33 40.67643(N)    097 53 51.48288(W) AD(       ) 4
 AH1593  NAD 27      -  27 33 39.55300(N)    097 53 50.49100(W) AD(       ) 3
 AH1593
 AH1593.Superseded values are not recommended for survey control.
 AH1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1593.See file dsdata.txt to determine how the superseded data were derived.
 AH1593
 AH1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR0882649091(NAD 83)
 AH1593_MARKER: 51 = TANK
 AH1593
 AH1593  HISTORY     - Date     Condition        Report By
 AH1593  HISTORY     - 1961     FIRST OBSERVED   CGS
 AH1593
 AH1593                          STATION DESCRIPTION
 AH1593
 AH1593'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1588 ***********************************************************************
 AH1588  DESIGNATION -  KINGSVILLE MO PAC RR RDHSE STK
 AH1588  PID         -  AH1588
 AH1588  STATE/COUNTY-  TX/KLEBERG
 AH1588  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH1588
 AH1588                         *CURRENT SURVEY CONTROL
 AH1588  ___________________________________________________________________
 AH1588* NAD 83(1993)-  27 30 40.99757(N)    097 52 18.13783(W)     ADJUSTED  
 AH1588* NAVD 88     -                                                        
 AH1588  ___________________________________________________________________
 AH1588  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AH1588  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AH1588
 AH1588  HORZ ORDER  -  THIRD
 AH1588
 AH1588.The horizontal coordinates were established by classical geodetic methods
 AH1588.and adjusted by the National Geodetic Survey in February 1996..
 AH1588
 AH1588
 AH1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1588
 AH1588.The geoid height was determined by GEOID03.
 AH1588
 AH1588;                    North         East     Units Scale Factor Converg.
 AH1588;SPC TX S     - 5,204,536.896   362,072.451   MT  0.99993431   +0 17 06.9
 AH1588;SPC TX S     -17,075,218.13  1,187,899.37   sFT  0.99993431   +0 17 06.9
 AH1588;UTM  14      - 3,043,585.141   611,437.336   MT  0.99975329   +0 31 16.5
 AH1588
 AH1588                          SUPERSEDED SURVEY CONTROL
 AH1588
 AH1588  NAD 83(1986)-  27 30 41.00977(N)    097 52 18.11102(W) AD(       ) 4
 AH1588  NAD 27      -  27 30 39.88400(N)    097 52 17.11900(W) AD(       ) 3
 AH1588
 AH1588.Superseded values are not recommended for survey control.
 AH1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1588.See file dsdata.txt to determine how the superseded data were derived.
 AH1588
 AH1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1143743585(NAD 83)
 AH1588_MARKER: 63 = STACK
 AH1588
 AH1588  HISTORY     - Date     Condition        Report By
 AH1588  HISTORY     - 1949     FIRST OBSERVED   CGS
 AH1588  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AH1588
 AH1588                          STATION DESCRIPTION
 AH1588
 AH1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1588'IT IS LOCATED IN THE SOUTHWEST EDGE OF KINGSVILLE, 92 FEET
 AH1588'EAST OF THE CENTER OF S. 3RD STREET AND 3 FEET SOUTH OF THE
 AH1588'SOUTH END OF THE BOILER ROOM.
 AH1588'
 AH1588'IT IS A ROUND CONCRETE STACK, 8 FEET IN DIAMETER AT THE BASE
 AH1588'AND 3.5 FEET IN DIAMETER AT THE TOP.  IT IS APPROXIMATELY
 AH1588'100 FEET IN HEIGHT.
 AH1588'
 AH1588'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE
 AH1588'STACK.
 AH1588
 AH1588                          STATION RECOVERY (1986)
 AH1588
 AH1588'RECOVERY NOTE BY US POWER SQUADRON 1986 (RNN)
 AH1588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0460 ***********************************************************************
 AH0460  DESIGNATION -  KINGSVILLE RM 1
 AH0460  PID         -  AH0460
 AH0460  STATE/COUNTY-  TX/KLEBERG
 AH0460  USGS QUAD   -  RICARDO (1979)
 AH0460
 AH0460                         *CURRENT SURVEY CONTROL
 AH0460  ___________________________________________________________________
 AH0460* NAD 83(1986)-  27 29 30.     (N)    097 52 02.     (W)     SCALED    
 AH0460* NAVD 88     -        18.837  (meters)      61.80   (feet)  ADJUSTED  
 AH0460  ___________________________________________________________________
 AH0460  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AH0460  DYNAMIC HT  -          18.808 (meters)      61.71  (feet)  COMP
 AH0460  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 AH0460
 AH0460  VERT ORDER  -  FIRST     CLASS II
 AH0460
 AH0460.The horizontal coordinates were scaled from a topographic map and have
 AH0460.an estimated accuracy of +/- 6 seconds.
 AH0460
 AH0460.The orthometric height was determined by differential leveling
 AH0460.and adjusted by the National Geodetic Survey in June 1991..
 AH0460
 AH0460.The geoid height was determined by GEOID03.
 AH0460
 AH0460.The dynamic height is computed by dividing the NAVD 88
 AH0460.geopotential number by the normal gravity value computed on the
 AH0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0460.degrees latitude (g = 980.6199 gals.).
 AH0460
 AH0460.The modeled gravity was interpolated from observed gravity values.
 AH0460
 AH0460;                    North         East    Units  Estimated Accuracy
 AH0460;SPC TX S     - 5,202,350.      362,530.      MT  (+/- 180 meters Scaled)
 AH0460
 AH0460                          SUPERSEDED SURVEY CONTROL
 AH0460
 AH0460  NGVD 29 (??/??/92)   18.940  (m)           62.14   (f) ADJ UNCH    1 2
 AH0460
 AH0460.Superseded values are not recommended for survey control.
 AH0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0460.See file dsdata.txt to determine how the superseded data were derived.
 AH0460
 AH0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR119414(NAD 83)
 AH0460_MARKER: DR = REFERENCE MARK DISK
 AH0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0460_STAMPING: KINGSVILLE NO 1 1949
 AH0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0460+STABILITY: SURFACE MOTION
 AH0460
 AH0460  HISTORY     - Date     Condition        Report By
 AH0460  HISTORY     - 1949     MONUMENTED       CGS
 AH0460  HISTORY     - 1974     GOOD             NGS
 AH0460  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0460  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AH0460
 AH0460                          STATION DESCRIPTION
 AH0460
 AH0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0460'1.8 MI S FROM KINGSVILLE.
 AH0460'1.8 MILES SOUTH ALONG BUSINESS ROUTE U.S. HIGHWAY 77 FROM THE POST
 AH0460'OFFICE IN KINGSVILLE, AT THE CROSSROAD INTERSECTION WITH NAVAL AIR
 AH0460'STATION ROAD LEADING EAST AND FARM ROAD 1356 LEADING WEST, 76.8 FEET
 AH0460'NORTH OF TRIANGULATION STATION MARK KINGSVILLE 1949, AND 36 FEET SOUTH
 AH0460'OF THE CENTER OF THE ABANDONED RAILROAD BED.  IT IS SET IN THE TOP OF
 AH0460'A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 AH0460
 AH0460                          STATION RECOVERY (1981)
 AH0460
 AH0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0460'SEARCHED FOR THIS DATE, CONCRETE MONUMENT FOUND DESTROYED, DISK
 AH0460'VANDALIZED, DISK NOT RECOVERED.
 AH0460
 AH0460                          STATION RECOVERY (1987)
 AH0460
 AH0460'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AH0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1449 ***********************************************************************
 DN1449  DESIGNATION -  KINPORT
 DN1449  PID         -  DN1449
 DN1449  STATE/COUNTY-  TX/COLLIN
 DN1449  USGS QUAD   -  MC KINNEY EAST (1973)
 DN1449
 DN1449                         *CURRENT SURVEY CONTROL
 DN1449  ___________________________________________________________________
 DN1449* NAD 83(1993)-  33 10 50.52467(N)    096 35 27.22786(W)     ADJUSTED  
 DN1449* NAVD 88     -       172.6    (meters)     566.     (feet)  VERTCON   
 DN1449  ___________________________________________________________________
 DN1449  X           -    -613,341.222 (meters)                     COMP
 DN1449  Y           -  -5,308,340.113 (meters)                     COMP
 DN1449  Z           -   3,470,829.517 (meters)                     COMP
 DN1449  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DN1449  ELLIP HEIGHT-         146.96  (meters)          (02/16/96) GPS OBS
 DN1449  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DN1449
 DN1449  HORZ ORDER  -  THIRD
 DN1449  ELLP ORDER  -  FIFTH     CLASS I
 DN1449
 DN1449.This mark is at Mckinney Muni (TKI) Airport (TKI)
 DN1449
 DN1449.The horizontal coordinates were established by GPS observations
 DN1449.and adjusted by the National Geodetic Survey in February 1996..
 DN1449
 DN1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1449
 DN1449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1449
 DN1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1449
 DN1449.The ellipsoidal height was determined by GPS observations
 DN1449.and is referenced to NAD 83.
 DN1449
 DN1449.The geoid height was determined by GEOID03.
 DN1449
 DN1449;                    North         East     Units Scale Factor Converg.
 DN1449;SPC TXNC     - 2,169,508.776   778,015.246   MT  0.99987515   +1 02 28.4
 DN1449;SPC TXNC     - 7,117,796.71  2,552,538.35   sFT  0.99987515   +1 02 28.4
 DN1449;UTM  14      - 3,673,905.079   724,615.273   MT  1.00022209   +1 19 08.4
 DN1449
 DN1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1449!SPC TXNC     -   0.99997693  x   0.99987515  =   0.99985208
 DN1449!UTM  14      -   0.99997693  x   1.00022209  =   1.00019901
 DN1449
 DN1449:                Primary Azimuth Mark                     Grid Az
 DN1449:SPC TXNC     -  KINPORT AZ MK                            001 26 59.1
 DN1449:UTM  14      -  KINPORT AZ MK                            001 10 19.1
 DN1449
 DN1449|---------------------------------------------------------------------|
 DN1449| PID    Reference Object                     Distance      Geod. Az  |
 DN1449|                                                           dddmmss.s |
 DN1449| DN1450 KINPORT AZ MK                       411.368 METERS 0022927.5 |
 DN1449|---------------------------------------------------------------------|
 DN1449
 DN1449                          SUPERSEDED SURVEY CONTROL
 DN1449
 DN1449  NAD 83(1993)-  33 10 50.52894(N)    096 35 27.21781(W) AD(       ) 3
 DN1449  NAD 83(1986)-  33 10 50.53067(N)    096 35 27.21696(W) AD(       ) 3
 DN1449  NAD 27      -  33 10 50.10151(N)    096 35 26.25357(W) AD(       ) 3
 DN1449  NGVD 29 (12/08/88)  172.6    (m)          566.     (f) GPS OBS        
 DN1449
 DN1449.Superseded values are not recommended for survey control.
 DN1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1449.See file dsdata.txt to determine how the superseded data were derived.
 DN1449
 DN1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2461573905(NAD 83)
 DN1449_MARKER: I = METAL ROD
 DN1449_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1449_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1449_STAMPING: KINPORT 1987
 DN1449_MARK LOGO: NGS   
 DN1449_PROJECTION: FLUSH
 DN1449_MAGNETIC: I = MARKER IS A STEEL ROD
 DN1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1449+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1988
 DN1449_ROD/PIPE-DEPTH: 1.52 meters
 DN1449_SLEEVE-DEPTH  : 0.76 meters
 DN1449
 DN1449  HISTORY     - Date     Condition        Report By
 DN1449  HISTORY     - 1987     MONUMENTED       NGS
 DN1449  HISTORY     - 19880217 GOOD
 DN1449  HISTORY     - 19940713 GOOD             USPSQD
 DN1449
 DN1449                          STATION DESCRIPTION
 DN1449
 DN1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1449'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF MCKINNEY, AT THE
 DN1449'MCKINNY MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF MCKINNEY C/O GERALD
 DN1449'JAMES P.O. BOX 517, 130 CHESTNUT STREET, MCKINNEY, TX 75069.TELEPHONE
 DN1449'NUMBER 214-542-2675.
 DN1449'TO REACH THE STATION FORM THE JUNCTION OF U.S. HIGHWAY 380, STATE
 DN1449'HIGHWAYS 5, AND 21 IN MCKINNEY.  GO NORTH ON STATE HIGHWAYS 5 AND 21
 DN1449'FOR 4.2 KM (2.60 MI) TO INDUSTRIAL DRIVE ON THE LEFT.  TURN LEFT AND
 DN1449'GO EAST FOR 2.3 KM (1.45 MI) TO A GATE ON THE SOUTH SIDE OF THE
 DN1449'TERMINAL BUILDING.  PASS THROUGH THE GATE AND GO EAST ACROSS THE
 DN1449'APRON FOR 0.2 KM (0.10 MI) TO A TAXIWAY.  TURN LEFT AND GO NORTH ON
 DN1449'THE TAXIWAY FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT, ON
 DN1449'THENORTH SIDE OF A CROSSOVER.
 DN1449'THE STATION MARK IS SET 46.5 M (152.6 FT) WEST OF THE CENTERLINE OF
 DN1449'THE RUNWAY, 11.7 M (38.4 FT) NORTH OF THE CENTERLINE OF THE
 DN1449'CROSSOVER, 15.6 M (51.2 FT) EAST OF THE CENTERLINE OF THE TAXIWAY,2.5
 DN1449'M (8.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A DRAIN.
 DN1449'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1449'DESCRIBED BY B.L.L.
 DN1449
 DN1449                          STATION RECOVERY (1988)
 DN1449
 DN1449'RECOVERED 1988
 DN1449'RECOVERED IN GOOD CONDITION.
 DN1449
 DN1449                          STATION RECOVERY (1994)
 DN1449
 DN1449'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1450 ***********************************************************************
 DN1450  DESIGNATION -  KINPORT AZ MK
 DN1450  PID         -  DN1450
 DN1450  STATE/COUNTY-  TX/COLLIN
 DN1450  USGS QUAD   -  MC KINNEY EAST (1973)
 DN1450
 DN1450                         *CURRENT SURVEY CONTROL
 DN1450  ___________________________________________________________________
 DN1450* NAD 83(1993)-  33 11 03.86481(N)    096 35 26.53769(W)     ADJUSTED  
 DN1450* NAVD 88     -       173.6    (meters)     570.     (feet)  VERTCON   
 DN1450  ___________________________________________________________________
 DN1450  X           -    -613,297.742 (meters)                     COMP
 DN1450  Y           -  -5,308,119.570 (meters)                     COMP
 DN1450  Z           -   3,471,174.050 (meters)                     COMP
 DN1450  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DN1450  ELLIP HEIGHT-         147.99  (meters)          (02/16/96) GPS OBS
 DN1450  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 DN1450
 DN1450  HORZ ORDER  -  THIRD
 DN1450  ELLP ORDER  -  FIFTH     CLASS I
 DN1450
 DN1450.This mark is at Mckinney Muni (TKI) Airport (TKI)
 DN1450
 DN1450.The horizontal coordinates were established by GPS observations
 DN1450.and adjusted by the National Geodetic Survey in February 1996..
 DN1450
 DN1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 DN1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DN1450
 DN1450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1450
 DN1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DN1450
 DN1450.The ellipsoidal height was determined by GPS observations
 DN1450.and is referenced to NAD 83.
 DN1450
 DN1450.The geoid height was determined by GEOID03.
 DN1450
 DN1450;                    North         East     Units Scale Factor Converg.
 DN1450;SPC TXNC     - 2,169,919.961   778,025.653   MT  0.99987530   +1 02 28.7
 DN1450;SPC TXNC     - 7,119,145.74  2,552,572.50   sFT  0.99987530   +1 02 28.7
 DN1450;UTM  14      - 3,674,316.452   724,623.689   MT  1.00022213   +1 19 09.3
 DN1450
 DN1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1450!SPC TXNC     -   0.99997677  x   0.99987530  =   0.99985207
 DN1450!UTM  14      -   0.99997677  x   1.00022213  =   1.00019889
 DN1450
 DN1450:                Primary Azimuth Mark                     Grid Az
 DN1450:SPC TXNC     -  KINPORT                                  181 26 59.2
 DN1450:UTM  14      -  KINPORT                                  181 10 18.6
 DN1450
 DN1450|---------------------------------------------------------------------|
 DN1450| PID    Reference Object                     Distance      Geod. Az  |
 DN1450|                                                           dddmmss.s |
 DN1450| DN1449 KINPORT                             411.368 METERS 1822927.9 |
 DN1450|---------------------------------------------------------------------|
 DN1450
 DN1450                          SUPERSEDED SURVEY CONTROL
 DN1450
 DN1450  NAD 83(1993)-  33 11 03.86915(N)    096 35 26.52785(W) AD(       ) 3
 DN1450  ELLIP H (01/21/93)  147.84   (m)                       GP(       ) 4 2
 DN1450  NAD 83(1986)-  33 11 03.87081(N)    096 35 26.52679(W) AD(       ) 3
 DN1450  NAD 27      -  33 11 03.44196(N)    096 35 25.56337(W) AD(       ) 3
 DN1450  NGVD 29 (12/08/88)  173.6    (m)          570.     (f) GPS OBS        
 DN1450
 DN1450.Superseded values are not recommended for survey control.
 DN1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1450.See file dsdata.txt to determine how the superseded data were derived.
 DN1450
 DN1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB2462474316(NAD 83)
 DN1450_MARKER: I = METAL ROD
 DN1450_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1450_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1450_STAMPING: KINPORT AZ MK 1987
 DN1450_MARK LOGO: NGS   
 DN1450_PROJECTION: FLUSH
 DN1450_MAGNETIC: I = MARKER IS A STEEL ROD
 DN1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1450+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1988
 DN1450_ROD/PIPE-DEPTH: 7.92 meters
 DN1450_SLEEVE-DEPTH  : 0.76 meters
 DN1450
 DN1450  HISTORY     - Date     Condition        Report By
 DN1450  HISTORY     - 1987     MONUMENTED       NGS
 DN1450  HISTORY     - 19880225 GOOD
 DN1450  HISTORY     - 19940713 GOOD             USPSQD
 DN1450
 DN1450                          STATION DESCRIPTION
 DN1450
 DN1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 DN1450'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF MCKINNEY, AT THE
 DN1450'MCKINNY MUNICIPAL AIRPORT.  OWNERSHIP-- CITY OF MCKINNEY C/O GERALD
 DN1450'JAMES P.O. BOX 517, 130 CHESTNUT STREET, MCKINNEY, TX 75069.TELEPHONE
 DN1450'NUMBER 214-542-2675.
 DN1450'TO REACH THE STATION FORM THE JUNCTION OF U.S. HIGHWAY 380, STATE
 DN1450'HIGHWAYS 5, AND 21 IN MCKINNEY.  GO NORTH ON STATE HIGHWAYS 5 AND 21
 DN1450'FOR 4.2 KM (2.60 MI) TO INDUSTRIAL DRIVE ON THE LEFT.  TURN LEFT AND
 DN1450'GO EAST FOR 2.3 KM (1.45 MI) TO A GATE, ON THE SOUTH SIDE OF THE
 DN1450'TERMINAL BUILDING.  PASS THROUGH THE GATE AND GO EAST ACROSS THE
 DN1450'APRON FOR 0.2 KM (0.10 MI) TO A TAXIWAY.  TURN LEFT AND GO NORTH ON
 DN1450'THE TAXIWAY FOR 0.8 KM (0.50 MI) TO THE STATION ON THE RIGHT, ON
 DN1450'THENORTH SIDE OF A RUNWAY-TAXIWAY CONNECTOR.
 DN1450'THE MARK IS SET 46.0 M (150.9 FT) WEST OF THE CENTERLINE OF THE
 DN1450'RUNWAY, 26.2 M (86.0 FT) NORTH OF THE CENTERLINE OF THE CONNECTOR,
 DN1450'15.0 M (49.2 FT) EAST OF THE CENTERLINE OF THE TAXIWAY, 5.1 M
 DN1450'(16.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF A RUNWAY INDICATORSIGN,
 DN1450'AND 5.1 M (16.7 FT) NORTH-NORTHWEST OF A WITNESS POST.
 DN1450'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1450'DESCRIBED BY V.L.F.
 DN1450
 DN1450                          STATION RECOVERY (1988)
 DN1450
 DN1450'RECOVERED 1988
 DN1450'RECOVERED IN GOOD CONDITION.
 DN1450
 DN1450                          STATION RECOVERY (1994)
 DN1450
 DN1450'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0753 ***********************************************************************
 BN0753  DESIGNATION -  KINSEL
 BN0753  PID         -  BN0753
 BN0753  STATE/COUNTY-  TX/KERR
 BN0753  USGS QUAD   -  BEE CAVES CREEK (1964)
 BN0753
 BN0753                         *CURRENT SURVEY CONTROL
 BN0753  ___________________________________________________________________
 BN0753* NAD 83(1993)-  30 01 39.29138(N)    099 24 21.24089(W)     ADJUSTED  
 BN0753* NAVD 88     -       674.     (meters)    2211.     (feet)  SCALED    
 BN0753  ___________________________________________________________________
 BN0753  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BN0753  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 BN0753
 BN0753  HORZ ORDER  -  SECOND
 BN0753
 BN0753.The horizontal coordinates were established by classical geodetic methods
 BN0753.and adjusted by the National Geodetic Survey in February 1996..
 BN0753
 BN0753.The orthometric height was scaled from a topographic map.
 BN0753
 BN0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0753
 BN0753.The geoid height was determined by GEOID03.
 BN0753
 BN0753;                    North         East     Units Scale Factor Converg.
 BN0753;SPC TXSC     - 4,243,254.180   560,849.609   MT  0.99993613   -0 11 55.9
 BN0753;SPC TXSC     -13,921,409.76  1,840,054.09   sFT  0.99993613   -0 11 55.9
 BN0753;SPC TX C     - 3,040,383.607   789,461.011   MT  1.00002497   +0 28 39.7
 BN0753;SPC TX C     - 9,974,991.88  2,590,090.00   sFT  1.00002497   +0 28 39.7
 BN0753;UTM  14      - 3,321,910.924   460,862.526   MT  0.99961890   -0 12 11.2
 BN0753
 BN0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0753!SPC TXSC     -   0.99989758  x   0.99993613  =   0.99983372
 BN0753!SPC TX C     -   0.99989758  x   1.00002497  =   0.99992255
 BN0753!UTM  14      -   0.99989758  x   0.99961890  =   0.99951652
 BN0753
 BN0753|---------------------------------------------------------------------|
 BN0753| PID    Reference Object                     Distance      Geod. Az  |
 BN0753|                                                           dddmmss.s |
 BN0753| CV5385 KINSEL RM 1                          24.082 METERS 07138     |
 BN0753| CV5386 KINSEL RM 2                          23.043 METERS 18932     |
 BN0753| BN0752 SILVER TANK NEAR STA KINSEL         APPROX. 7.0 KM 3055650.2 |
 BN0753| CV5384 KINSEL AZ MK                                       3373318.8 |
 BN0753|---------------------------------------------------------------------|
 BN0753
 BN0753                          SUPERSEDED SURVEY CONTROL
 BN0753
 BN0753  NAD 83(1986)-  30 01 39.29904(N)    099 24 21.22998(W) AD(       ) 2
 BN0753  NAD 27      -  30 01 38.53800(N)    099 24 20.06500(W) AD(       ) 2
 BN0753
 BN0753.Superseded values are not recommended for survey control.
 BN0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0753.See file dsdata.txt to determine how the superseded data were derived.
 BN0753
 BN0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU6086321911(NAD 83)
 BN0753_MARKER: DS = TRIANGULATION STATION DISK
 BN0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0753
 BN0753  HISTORY     - Date     Condition        Report By
 BN0753  HISTORY     - 1944     MONUMENTED       CGS
 BN0753
 BN0753                          STATION DESCRIPTION
 BN0753
 BN0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0753'STATION IS ABOUT 3.5 MILES W AND 2 MILES S OF HUNT, ON A TIMBERED
 BN0753'RIDGE THAT IS THE DIVIDE BETWEEN THE NORTH FORK AND SOUTH FORK
 BN0753'OF THE GUADALUPE RIVER, ON LAND OWNED BY MR. J.T. KINSEL.  IT
 BN0753'IS 9.1 FEET E OF A N-S FENCELINE, 30 FEET S OF A TRIANGULAR-BLAZED
 BN0753'OAK TREE, AND 9 FEET E OF A 4- BY 4-INCH WOODEN MARKER POST.
 BN0753'
 BN0753'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 BN0753'CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 BN0753'IT IS STAMPED KINSEL 1944.  UNDERGROUND MARK IS A BRONZE STATION
 BN0753'DISK SET IN THE TOP OF A CONCRETE CYLINDER ABOUT 30 INCHES
 BN0753'BELOW THE GROUND.
 BN0753'
 BN0753'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 BN0753'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE THE
 BN0753'GROUND.  IT IS STAMPED KINSEL NO 1 1944.
 BN0753'
 BN0753'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 BN0753'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE THE
 BN0753'GROUND.  IT IS STAMPED KINSEL NO 2 1944.
 BN0753'
 BN0753'AZIMUTH MARK IS IN A SMALL DRY WASH AT THE N EDGE OF A BURN AND
 BN0753'6 FEET E OF A 4- BY 4-INCH WOODEN MARKER POST.  IT IS A BRONZE
 BN0753'AZIMUTH DISK SET IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 BN0753'IT IS STAMPED KINSEL 1944.
 BN0753'
 BN0753'TO REACH STATION FROM THE POST OFFICE IN HUNT, GO W ON STATE
 BN0753'HIGHWAY 39 FOR 2.4 MILES TO A DIRT ROAD LEFT ACROSS RIVER AT
 BN0753'SIGN CAMP ARROW HEAD.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 39
 BN0753'FOR 0.5 MILE TO A BLADED RANCH ROAD RIGHT AT THE S EDGE OF A
 BN0753'DIP.  TURN RIGHT THROUGH GATE AND FOLLOW BLADED ROAD FOR 1.5
 BN0753'MILES TO HOME OF J.T. KINSEL.  PASS TO RIGHT OF BARN AND
 BN0753'CONTINUE UP CANYON FOR 0.65 MILE TO A RED BOARD GATE, PASS
 BN0753'THROUGH GATE AND GO 0.1 MILE TO A WIRE GATE AT A SMALL CABIN
 BN0753'AND CORRAL.  PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR
 BN0753'1.5 MILES TO THE EDGE OF A BURN AT END OF A FENCELINE.  TURN
 BN0753'RIGHT ACROSS BURN AND FOLLOW TRACK ROAD THROUGH WOODS FOR 1.7
 BN0753'MILES TO HIGHEST POINT OF RIDGE AT FENCELINE AND STATION.
 BN0753'
 BN0753'HEIGHT OF LIGHT ABOVE STATION MARK - 17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK1031 ***********************************************************************
 GK1031  DESIGNATION -  KIOWA
 GK1031  PID         -  GK1031
 GK1031  STATE/COUNTY-  TX/OCHILTREE
 GK1031  USGS QUAD   -  HUNTOON (1973)
 GK1031
 GK1031                         *CURRENT SURVEY CONTROL
 GK1031  ___________________________________________________________________
 GK1031* NAD 83(1993)-  36 23 06.25237(N)    100 37 58.17663(W)     ADJUSTED  
 GK1031* NAVD 88     -       882.     (meters)    2894.     (feet)  SCALED    
 GK1031  ___________________________________________________________________
 GK1031  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 GK1031  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 GK1031
 GK1031  HORZ ORDER  -  FIRST
 GK1031
 GK1031.The horizontal coordinates were established by classical geodetic methods
 GK1031.and adjusted by the National Geodetic Survey in February 1996..
 GK1031
 GK1031.The orthometric height was scaled from a topographic map.
 GK1031
 GK1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK1031
 GK1031.The geoid height was determined by GEOID03.
 GK1031
 GK1031;                    North         East     Units Scale Factor Converg.
 GK1031;SPC TX N     - 1,264,948.262   277,808.806   MT  1.00005330   +0 30 09.2
 GK1031;SPC TX N     - 4,150,084.42    911,444.39   sFT  1.00005330   +0 30 09.2
 GK1031;SPC OK N     -   156,881.354   363,814.177   MT  0.99995260   -1 33 13.5
 GK1031;SPC OK N     -   514,701.58  1,193,613.68   sFT  0.99995260   -1 33 13.5
 GK1031;UTM  14      - 4,027,897.824   353,550.026   MT  0.99986425   -0 58 07.6
 GK1031
 GK1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK1031!SPC TX N     -   0.99986588  x   1.00005330  =   0.99991917
 GK1031!SPC OK N     -   0.99986588  x   0.99995260  =   0.99981848
 GK1031!UTM  14      -   0.99986588  x   0.99986425  =   0.99973014
 GK1031
 GK1031:                Primary Azimuth Mark                     Grid Az
 GK1031:SPC TX N     -  HUNTOON PERRYTON EQUITY ELEV             000 09 16.2
 GK1031:SPC OK N     -  HUNTOON PERRYTON EQUITY ELEV             002 12 38.9
 GK1031:UTM  14      -  HUNTOON PERRYTON EQUITY ELEV             001 37 33.0
 GK1031
 GK1031|---------------------------------------------------------------------|
 GK1031| PID    Reference Object                     Distance      Geod. Az  |
 GK1031|                                                           dddmmss.s |
 GK1031| GK1032 HUNTOON PERRYTON EQUITY ELEV        APPROX. 7.9 KM 0003925.4 |
 GK1031| CK9183 KIOWA AZ MK                                        0031608.0 |
 GK1031| GK1015 BOOKER MUNICIPAL WATER TANK         APPROX.11.2 KM 0480754.5 |
 GK1031| CK9184 KIOWA RM 1                           17.762 METERS 07850     |
 GK1031| CK9185 KIOWA RM 2                           35.948 METERS 16252     |
 GK1031| GK1066 PERRYTON RADIO STA KEYE MAST        APPROX.17.1 KM 2714612.8 |
 GK1031| GK1065 PERRYTON SOUTH MUNICIPAL TANK       APPROX.15.2 KM 2715334.3 |
 GK1031| GK1061 PERRYTON EQUITY GRAIN ELEV          APPROX.15.4 KM 2761636.5 |
 GK1031| GK1028 PERRYTON AIRPORT BEACON             APPROX.10.8 KM 2865414.0 |
 GK1031|---------------------------------------------------------------------|
 GK1031
 GK1031                          SUPERSEDED SURVEY CONTROL
 GK1031
 GK1031  NAD 83(1993)-  36 23 06.25233(N)    100 37 58.17635(W) AD(       ) 1
 GK1031  NAD 83(1986)-  36 23 06.25847(N)    100 37 58.16506(W) AD(       ) 1
 GK1031  NAD 27      -  36 23 06.14200(N)    100 37 56.63700(W) AD(       ) 1
 GK1031
 GK1031.Superseded values are not recommended for survey control.
 GK1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK1031.See file dsdata.txt to determine how the superseded data were derived.
 GK1031
 GK1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF5355027898(NAD 83)
 GK1031_MARKER: DS = TRIANGULATION STATION DISK
 GK1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK1031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GK1031
 GK1031  HISTORY     - Date     Condition        Report By
 GK1031  HISTORY     - 1952     MONUMENTED       CGS
 GK1031  HISTORY     - 1956     GOOD             CGS
 GK1031
 GK1031                          STATION DESCRIPTION
 GK1031
 GK1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH)
 GK1031'THE STATION IS LOCATED ABOUT 120 FEET NORTHEAST OF THE NORTHEAST
 GK1031'CORNER OF MR. CARTWRIGHTS RANCH HOME.  IT IS LOCATED AIRLINE
 GK1031'ABOUT 8 MILES SOUTH OF THE TEXAS-OKLAHOMA BORDER, ABOUT 9
 GK1031'MILES EAST OF PERRYTON, AND ABOUT 1-1/2 MILES SOUTH OF KIOWA
 GK1031'CREEK.  THE STATION IS ABOUT 10 FEET EAST-NORTHEAST OF A WHITE
 GK1031'WITNESS POST AND ABOUT 90 FEET WEST OF THE CENTER LINE OF A FARM
 GK1031'DRIVEWAY.
 GK1031'
 GK1031'THE STATION IS A STANDARD DISK STAMPED KIOWA 1952 SET IN
 GK1031'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 GK1031'WITH THE TOP OF THE GROUND.
 GK1031'
 GK1031'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KIOWA
 GK1031'NO 1 1952 SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 GK1031'WHICH IS ABOUT FLUSH WITH THE TOP OF THE GROUND AND ABOUT 2
 GK1031'FEET LOWER THAN THE STATION.  IT IS ABOUT 20 FEET WEST OF THE
 GK1031'CENTER LINE OF A FARM DRIVEWAY.
 GK1031'
 GK1031'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KIOWA
 GK1031'NO 2 1952 SET IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 GK1031'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 GK1031'FEET LOWER THAN THE STATION.  IT IS ABOUT 125 FEET
 GK1031'EAST-NORTHEAST OF THE FARM HOUSE AND ABOUT 75 FEET NORTHEAST OF A
 GK1031'WINDMILL.
 GK1031'
 GK1031'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KIOWA 1952 SET IN
 GK1031'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT
 GK1031'3 INCHES ABOVE THE GROUND.  IT IS ABOUT 40 FEET SOUTH OF THE
 GK1031'CENTER LINE OF A DIRT FARM ROAD, 2 FEET EAST OF AN EAST-WEST
 GK1031'FENCE LINE, AND ABOUT 15 FEET EAST OF THE CENTER LINE OF A
 GK1031'FARM DRIVEWAY.
 GK1031'
 GK1031'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 GK1031'AND STATE HIGHWAY 117 IN PERRYTON, GO SOUTH ON U.S. HIGHWAY
 GK1031'83 FOR 0.6 MILE TO A PHILLIPS 66 GAS STATION ON THE LEFT.
 GK1031'TURN LEFT AND GO EAST FOR 9.55 MILES TO A FARM DRIVEWAY ON
 GK1031'THE RIGHT AND THE AZIMUTH MARK.  TURN RIGHT, SOUTH, AND GO
 GK1031'0.5 MILE TO THE RANCH HOME OF MR. CARTWRIGHT AND THE STATION.
 GK1031
 GK1031                          STATION RECOVERY (1956)
 GK1031
 GK1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CAS)
 GK1031'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 GK1031'DESCRIBED.
 GK1031'
 GK1031'THE AZIMUTH MARK WAS RESET 15 FEET SOUTH OF THE ORIGINAL
 GK1031'POSITION, IN THE EXACT LINE TO THE STATION.  IT IS A STANDARD
 GK1031'DISK STAMPED KIOWA 1952 1956 IN A CONCRETE MONUMENT PROJECTING
 GK1031'ABOUT 3 INCHES, 6 FEET SOUTH OF A POWER POLE, 27 FEET EAST
 GK1031'OF THE CENTERLINE OF A LANE LEADING SOUTH TO A FARMHOUSE AND
 GK1031'THE STATION.  IT IS IN THE NORTHWEST CORNER OF A CULTIVATED
 GK1031'FIELD AND ALONG THE SOUTH SIDE OF FM HIGHWAY NO. 377.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0515 ***********************************************************************
 DP0515  DESIGNATION -  KIOWA 2 ET
 DP0515  PID         -  DP0515
 DP0515  STATE/COUNTY-  TX/STONEWALL
 DP0515  USGS QUAD   -  KIOWA PEAK (1981)
 DP0515
 DP0515                         *CURRENT SURVEY CONTROL
 DP0515  ___________________________________________________________________
 DP0515* NAD 83(1993)-  33 21 11.19050(N)    100 03 13.04301(W)     ADJUSTED  
 DP0515* NAVD 88     -       567.7    (meters)    1863.     (feet)  VERTCON   
 DP0515  ___________________________________________________________________
 DP0515  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 DP0515  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DP0515
 DP0515  HORZ ORDER  -  SECOND
 DP0515
 DP0515.The horizontal coordinates were established by classical geodetic methods
 DP0515.and adjusted by the National Geodetic Survey in February 1996..
 DP0515
 DP0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0515
 DP0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 DP0515
 DP0515.The geoid height was determined by GEOID03.
 DP0515
 DP0515;                    North         East     Units Scale Factor Converg.
 DP0515;SPC TXNC     - 2,188,079.645   455,411.731   MT  0.99988642   -0 50 50.4
 DP0515;SPC TXNC     - 7,178,724.64  1,494,129.99   sFT  0.99988642   -0 50 50.4
 DP0515;UTM  14      - 3,690,929.302   401,966.652   MT  0.99971849   -0 34 45.6
 DP0515
 DP0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP0515!SPC TXNC     -   0.99991531  x   0.99988642  =   0.99980174
 DP0515!UTM  14      -   0.99991531  x   0.99971849  =   0.99963382
 DP0515
 DP0515:                Primary Azimuth Mark                     Grid Az
 DP0515:SPC TXNC     -  HUMP ET                                  005 13 59.2
 DP0515:UTM  14      -  HUMP ET                                  004 57 54.4
 DP0515
 DP0515|---------------------------------------------------------------------|
 DP0515| PID    Reference Object                     Distance      Geod. Az  |
 DP0515|                                                           dddmmss.s |
 DP0515| DP0514 HUMP ET                             APPROX.10.3 KM 0042308.8 |
 DP0515| DP0513 CITY SERVICE OIL CO RADIO TWR       APPROX. 6.5 KM 0445808.4 |
 DP0515| CX8457 KIOWA 2 ET RM 1                       6.081 METERS 18527     |
 DP0515| CX8458 KIOWA 2 ET RM 2                       8.812 METERS 27542     |
 DP0515|---------------------------------------------------------------------|
 DP0515
 DP0515                          SUPERSEDED SURVEY CONTROL
 DP0515
 DP0515  NAD 83(1993)-  33 21 11.19242(N)    100 03 13.04298(W) AD(       ) 2
 DP0515  NAD 83(1986)-  33 21 11.19671(N)    100 03 13.03598(W) AD(       ) 2
 DP0515  NAD 27      -  33 21 10.86015(N)    100 03 11.67735(W) AD(       ) 2
 DP0515  NGVD 29 (07/19/86)  567.5    (m)         1862.     (f) VERT ANG       
 DP0515
 DP0515.Superseded values are not recommended for survey control.
 DP0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0515.See file dsdata.txt to determine how the superseded data were derived.
 DP0515
 DP0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0196790929(NAD 83)
 DP0515_MARKER: DD = SURVEY DISK
 DP0515_SETTING: 0 = UNSPECIFIED SETTING
 DP0515
 DP0515  HISTORY     - Date     Condition        Report By
 DP0515  HISTORY     - 1966     MONUMENTED       USGS
 DP0515
 DP0515                          STATION DESCRIPTION
 DP0515
 DP0515'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (CFL)
 DP0515'LOCATED NORTH 35 DEG EAST ABOUT 18 MILES (AIRLINE) FROM ASPERMONT,
 DP0515'TEXAS.  AND NORTH 1 DEG EAST ABOUT 15 MILES (AIRLINE) FROM OLD
 DP0515'GLORY, TEXAS.  ON TOP OF A PROMINENT SHARP PEAK KNOWN AS KIOWA
 DP0515'PEAK.  4.3 FEET SSE OF A USGS WITNESS SIGN ON A METAL POST.
 DP0515'STATION CAN BE LOCATED ON THE LUBBOCK (NI 14-7) 1--250,000-SERIES
 DP0515'MAP.  FORMER USGS THIRD-ORDER STATION KIOWA ET WAS ON THIS
 DP0515'TOP BUT COULD NOT BE FOUND.
 DP0515'
 DP0515'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DP0515'
 DP0515'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPER-COATED
 DP0515'ROD DRIVEN TO A DEPTH OF 5 FEET (REFUSAL), FLUSH WITH THE GROUND,
 DP0515'CENTERED IN A 6 INCH TILE, 12 INCHES LONG, FILLED WITH GRAVEL,
 DP0515'AND STAMPED KIOWA 2 ET 1966
 DP0515'
 DP0515'REFERENCE MARK NO. 1 IS A USGS BRONZE RM TABLET SET IN ROCK
 DP0515'LEDGE 19.95 FEET (6.081 METERS) SOUTH OF THE STATION MARK AND
 DP0515'STAMPED KIOWA 2 ET NO. 1 1966.
 DP0515'
 DP0515'REFERENCE MARK NO. 2 IS A USGS BRONZE RM TABLET SET IN A ROCK LEDGE
 DP0515'28.91 FEET (8.812 METERS) WEST OF THE STATION MARK AND STAMPED
 DP0515'KIOWA 2 ET NO. 2 1966.
 DP0515'
 DP0515'AZIMUTH MARK--USGS STATION HUMP ET 1966 IS VISIBLE FROM THE
 DP0515'GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9236 ***********************************************************************
 AF9236  DESIGNATION -  KIOWA ET
 AF9236  PID         -  AF9236
 AF9236  STATE/COUNTY-  TX/STONEWALL
 AF9236  USGS QUAD   -  KIOWA PEAK (1981)
 AF9236
 AF9236                         *CURRENT SURVEY CONTROL
 AF9236  ___________________________________________________________________
 AF9236* NAD 83(1993)-  33 21 11.21084(N)    100 03 13.06018(W)     ADJUSTED  
 AF9236* NAVD 88     -       567.7    (meters)    1863.     (feet)  VERTCON   
 AF9236  ___________________________________________________________________
 AF9236  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 AF9236  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AF9236
 AF9236  HORZ ORDER  -  THIRD
 AF9236
 AF9236.The horizontal coordinates were established by classical geodetic methods
 AF9236.and adjusted by the National Geodetic Survey in July 1998..
 AF9236
 AF9236.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9236
 AF9236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9236
 AF9236.The geoid height was determined by GEOID03.
 AF9236
 AF9236;                    North         East     Units Scale Factor Converg.
 AF9236;SPC TXNC     - 2,188,080.278   455,411.297   MT  0.99988642   -0 50 50.4
 AF9236;SPC TXNC     - 7,178,726.71  1,494,128.56   sFT  0.99988642   -0 50 50.4
 AF9236;UTM  14      - 3,690,929.933   401,966.215   MT  0.99971849   -0 34 45.6
 AF9236
 AF9236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9236!SPC TXNC     -   0.99991531  x   0.99988642  =   0.99980174
 AF9236!UTM  14      -   0.99991531  x   0.99971849  =   0.99963382
 AF9236
 AF9236                          SUPERSEDED SURVEY CONTROL
 AF9236
 AF9236  NGVD 29 (07/17/98)  567.5    (m)         1862.     (f) VERT ANG       
 AF9236
 AF9236.Superseded values are not recommended for survey control.
 AF9236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9236.See file dsdata.txt to determine how the superseded data were derived.
 AF9236
 AF9236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB0196690930(NAD 83)
 AF9236_MARKER: DS = TRIANGULATION STATION DISK
 AF9236
 AF9236  HISTORY     - Date     Condition        Report By
 AF9236  HISTORY     - 1962     MONUMENTED       USGS
 AF9236
 AF9236                          STATION DESCRIPTION
 AF9236
 AF9236'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AF9236'STATION LOCATED 14 MI. (AIRLINE) WSW. OF KNOX CITY, TEXAS, AND 18 MI.
 AF9236'(AIRLINE) NE. OF ASPERMONT, TEXAS, ON THE POINT OF KIOWA PEAK.
 AF9236'TO REACH FROM THE JUNCTION OF TEXAS STATE HIGHWAY 283 AND FARM ROAD
 AF9236'143 IN KNOX CITY, GO W. ON FARM ROAD 143 7.4 MI. TO A T-RD. SW., TURN
 AF9236'LEFT (SW.) ON GRADED RD., GO S. AND W. 4.8 MI. TO A LOW CONCRETE
 AF9236'BRIDGE, TURN LEFT (S.), GO 0.1 MI. TO A CATTLEGUARD AND FORK IN RD.,
 AF9236'TAKE RIGHT FORK AND GO 2.4 MI. TO A FOUR-WAY CROSSROAD, CONTINUE SW.
 AF9236'1.0 MI. TO Y-RD., TAKE LEFT FORK 0.8 MI. TO A T-RD. INTERSECTION, TURN
 AF9236'RIGHT (W.) ON GRADED RD. 0.6 MI. TO Y-RD. NEAR RANCH HOUSE, TURN LEFT
 AF9236'(S.) 1.3 MI. TO Y-RD., TAKE LEFT FORK 0.7 MI. TO THE BASE OF KIOWA
 AF9236'PEAK, PACK W. FOR ABOUT TEN MINUTES TO TOP OF HILL AND THE STATION.
 AF9236'STATION MARK--A STANDARD TABLET SET FLUSH WITH GROUND IN A BURIED
 AF9236'ROCK, STAMPED---KIOWA-ET 1962---.  (NOT FOUND IN 1966, PROBABLY
 AF9236'DESTROYED - USGS.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL2023 ***********************************************************************
 FL2023  DESIGNATION -  KIP RESET
 FL2023  PID         -  FL2023
 FL2023  STATE/COUNTY-  TX/ROBERTS
 FL2023  USGS QUAD   -  LAKETON (1966)
 FL2023
 FL2023                         *CURRENT SURVEY CONTROL
 FL2023  ___________________________________________________________________
 FL2023* NAD 83(1993)-  35 37 18.97882(N)    100 39 29.10066(W)     ADJUSTED  
 FL2023* NAVD 88     -       934.     (meters)    3064.     (feet)  SCALED    
 FL2023  ___________________________________________________________________
 FL2023  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FL2023  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 FL2023
 FL2023  HORZ ORDER  -  THIRD
 FL2023
 FL2023.The horizontal coordinates were established by classical geodetic methods
 FL2023.and adjusted by the National Geodetic Survey in February 1996..
 FL2023
 FL2023.The orthometric height was scaled from a topographic map.
 FL2023
 FL2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL2023
 FL2023.The geoid height was determined by GEOID03.
 FL2023
 FL2023;                    North         East     Units Scale Factor Converg.
 FL2023;SPC TX N     - 1,180,257.882   276,263.716   MT  0.99991719   +0 29 16.5
 FL2023;SPC TX N     - 3,872,229.40    906,375.21   sFT  0.99991719   +0 29 16.5
 FL2023;UTM  14      - 3,943,282.887   349,844.073   MT  0.99987785   -0 57 57.3
 FL2023
 FL2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL2023!SPC TX N     -   0.99985758  x   0.99991719  =   0.99977478
 FL2023!UTM  14      -   0.99985758  x   0.99987785  =   0.99973544
 FL2023
 FL2023|---------------------------------------------------------------------|
 FL2023| PID    Reference Object                     Distance      Geod. Az  |
 FL2023|                                                           dddmmss.s |
 FL2023| CK9189 KIP RM 3                             14.055 METERS 08624     |
 FL2023| CK9187 KIP RM 1                             13.975 METERS 08641     |
 FL2023| CK9186 KIP AZ MK                                          0895418.9 |
 FL2023| CK9190 KIP RM 4                             13.224 METERS 26953     |
 FL2023| CK9188 KIP RM 2                             13.786 METERS 27158     |
 FL2023|---------------------------------------------------------------------|
 FL2023
 FL2023                          SUPERSEDED SURVEY CONTROL
 FL2023
 FL2023  NAD 83(1993)-  35 37 18.97982(N)    100 39 29.09989(W) AD(       ) 3
 FL2023  NAD 83(1986)-  35 37 18.98399(N)    100 39 29.08959(W) AD(       ) 3
 FL2023  NAD 27      -  35 37 18.82500(N)    100 39 27.59100(W) AD(       ) 3
 FL2023
 FL2023.Superseded values are not recommended for survey control.
 FL2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL2023.See file dsdata.txt to determine how the superseded data were derived.
 FL2023
 FL2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE4984443283(NAD 83)
 FL2023_MARKER: DS = TRIANGULATION STATION DISK
 FL2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL2023
 FL2023  HISTORY     - Date     Condition        Report By
 FL2023  HISTORY     - 1951     MONUMENTED       CGS
 FL2023  HISTORY     - 1967     MARK NOT FOUND   USGS
 FL2023  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FL2023
 FL2023                          STATION DESCRIPTION
 FL2023
 FL2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL2023'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF MIAMI,
 FL2023'6 MILES NORTH-NORTHWEST OF LAKETON, 16 FEET NORTH OF THE
 FL2023'APPROXIMATE CENTER OF A DIRT ROAD, AND 4 FEET SOUTH OF A FENCE
 FL2023'LINE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 FL2023'KIP 1951.
 FL2023'
 FL2023'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE APPROXIMATE
 FL2023'CENTER OF A DIRT ROAD AND 2 FEET SOUTH OF A FENCE LINE.  THE
 FL2023'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED KIP NO 1 1951.
 FL2023'
 FL2023'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE APPROXIMATE CENTER
 FL2023'OF A DIRT ROAD AND 2 FEET SOUTH OF A FENCE LINE.  THE MARK
 FL2023'PROJECTS 3 INCHES, AND THE DISK IS STAMPED KIP NO 2 1951.
 FL2023'
 FL2023'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE APPROXIMATE CENTER
 FL2023'OF A DIRT ROAD AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 FL2023'PROJECTS 4 INCHES, AND THE DISK IS STAMPED KIP 1951.
 FL2023'
 FL2023'TO REACH THE STATION FROM THE LAKETON POST OFFICE.  GO NORTH
 FL2023'ON FARM ROAD 748 FOR 5.5 MILES TO A CROSS ROAD, TURN LEFT AND
 FL2023'GO WEST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FL2023'DESCRIBED, CONTINUE WEST FOR 0.9 MILE TO THE STATION ON THE
 FL2023'RIGHT.
 FL2023
 FL2023                          STATION RECOVERY (1967)
 FL2023
 FL2023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FL2023'THE STATION MARK WAS SEARCHED FOR AND NOT FOUND.  THE UNDERGROUND
 FL2023'MARK WAS NOT SEARCHED FOR.
 FL2023'
 FL2023'ONE REFERENCE MARK WAS IN PLACE BUT THE CAP HAD BEEN SHEARED
 FL2023'OFF BY FARM MACHINERY, THE SECOND REFERENCE MARK WAS SEARCHED
 FL2023'FOR AND NOT FOUND.
 FL2023
 FL2023                          STATION RECOVERY (1968)
 FL2023
 FL2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 FL2023'THE STATION UNDERGROUND MARK AND THE AZIMUTH MARK WERE RECOVERED
 FL2023'AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK,
 FL2023'REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE DESTROYED
 FL2023'WHEN OLD ROAD WAS WIDENED.  A NEW SURFACE MARK, REFERENCE MARKS
 FL2023'NO. 3 AND NO. 4 WERE SET.
 FL2023'
 FL2023'A NEW DESCRIPTION FOLLOWS.
 FL2023'
 FL2023'TO REACH THE STATION FROM THE JUNCTION OF FARM ROADS 152 AND
 FL2023'748 AT THE STORE IN LAKETON, GO NORTH ON FARM ROAD 748 FOR
 FL2023'5.4 MILES TO A CROSSROAD AND WHERE FARM ROAD 1268 LEADS
 FL2023'EAST.  TURN LEFT AND GO WEST ON A DIRT ROAD FOR 0.6 MILE
 FL2023'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE DIRT
 FL2023'ROAD FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 FL2023'
 FL2023'STATION SURFACE MARK, A STANDARD DISK STAMPED KIP 1951 1968,
 FL2023'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 FL2023'WITH THE SURFACE OF THE GROUND.  IT IS 20 FEET NORTH OF THE
 FL2023'CENTER OF AN EAST-WEST DIRT ROAD, 4 FEET SOUTH OF A PROJECTED
 FL2023'LINE OF A FENCE LINE, AND 1 FOOT EAST OF A METAL WITNESS
 FL2023'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 FL2023'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 FL2023'THE DISK IS STAMPED KIP 1951.
 FL2023'
 FL2023'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KIP 1951 NO. 3
 FL2023'1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 FL2023'4 INCHES.  IT IS 23 FEET NORTH OF THE CENTER OF THE EAST-WEST
 FL2023'ROAD, AND 2 FEET SOUTH OF A PROJECTED LINE OF A FENCE.
 FL2023'
 FL2023'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED KIP 1951 NO.
 FL2023'4 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 FL2023'PROJECTS 5 INCHES.  IT IS 21 FEET NORTH OF THE CENTER OF THE
 FL2023'EAST-WEST ROAD.
 FL2023'
 FL2023'AZIMUTH MARK, A STANDARD DISK STAMPED KIP 1951, IS SET IN THE
 FL2023'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 FL2023'IS 20.5 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 1
 FL2023'FOOT NORTH OF OLD FENCE LINE, AND 1 FOOT EAST OF A METAL
 FL2023'WITNESS POST.
 FL2023'
 FL2023'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 FL2023'MILES NNW OF LAKETON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1581 ***********************************************************************
 AB1581  DESIGNATION -  KIPP RANCH WINDMILL
 AB1581  PID         -  AB1581
 AB1581  STATE/COUNTY-  TX/WILLACY
 AB1581  USGS QUAD   -  PASO REAL (1980)
 AB1581
 AB1581                         *CURRENT SURVEY CONTROL
 AB1581  ___________________________________________________________________
 AB1581* NAD 83(1993)-  26 21 33.19222(N)    097 31 04.35942(W)     ADJUSTED  
 AB1581* NAVD 88     -                                                        
 AB1581  ___________________________________________________________________
 AB1581  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 AB1581  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 AB1581
 AB1581  HORZ ORDER  -  THIRD
 AB1581
 AB1581.The horizontal coordinates were established by classical geodetic methods
 AB1581.and adjusted by the National Geodetic Survey in February 1996..
 AB1581
 AB1581
 AB1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB1581
 AB1581.The geoid height was determined by GEOID03.
 AB1581
 AB1581;                    North         East     Units Scale Factor Converg.
 AB1581;SPC TX S     - 5,077,111.864   398,021.678   MT  0.99995708   +0 26 45.2
 AB1581;SPC TX S     -16,657,157.84  1,305,842.79   sFT  0.99995708   +0 26 45.2
 AB1581;UTM  14      - 2,916,315.547   647,883.394   MT  0.99987001   +0 39 29.4
 AB1581
 AB1581                          SUPERSEDED SURVEY CONTROL
 AB1581
 AB1581  NAD 83(1986)-  26 21 33.20485(N)    097 31 04.32101(W) AD(       ) 4
 AB1581  NAD 27      -  26 21 31.94400(N)    097 31 03.37800(W) AD(       ) 3
 AB1581
 AB1581.Superseded values are not recommended for survey control.
 AB1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1581.See file dsdata.txt to determine how the superseded data were derived.
 AB1581
 AB1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ4788316316(NAD 83)
 AB1581_MARKER: 66 = WINDMILL
 AB1581
 AB1581  HISTORY     - Date     Condition        Report By
 AB1581  HISTORY     - 1949     FIRST OBSERVED   CGS
 AB1581
 AB1581                          STATION DESCRIPTION
 AB1581
 AB1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AB1581'LOCATED ABOUT 6 MILES SE OF MONICA.
 AB1581'
 AB1581'TO REACH FROM THE NORTHERLY LEVEE AT MONICA, TRAVEL E ON
 AB1581'ROAD ATOP LEVEE 2.5 MILES, TURN S ALONG GRADED ROAD 0.6 MILE TO
 AB1581'SOUTH LEVEE, TURN E AND FOLLOW ROAD ATOP LEVEE 2.0 MILES TO
 AB1581'A CATTLE GUARD AND FENCE ACROSS LEVEE, TURN S AND FOLLOW ROAD
 AB1581'ALONG W SIDE OF FENCE 0.75 MILE TO A TRACK ROAD, TURN W 0.3 MILE
 AB1581'TO WINDMILL AND STATION.
 AB1581'
 AB1581'STATION IS ON THE KIPP RANCH, AT THE SW CORNER OF A FENCED-IN
 AB1581'ENCLOSURE 15 FT. N OF E-W FENCE, 15 FT. E OF N-S FENCE AND
 AB1581'ABOUT 350 FT. W OF AN EARTHERN RESERVOIR.  THE WINDMILL HAS
 AB1581'A SKELETON STEEL TOWER AND IS ABOUT 50 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT1109 ***********************************************************************
 CT1109  DESIGNATION -  KIRBY
 CT1109  PID         -  CT1109
 CT1109  STATE/COUNTY-  TX/TAYLOR
 CT1109  USGS QUAD   -  ABILENE EAST (1987)
 CT1109
 CT1109                         *CURRENT SURVEY CONTROL
 CT1109  ___________________________________________________________________
 CT1109* NAD 83(1993)-  32 23 01.71349(N)    099 44 31.01322(W)     ADJUSTED  
 CT1109* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 CT1109  ___________________________________________________________________
 CT1109  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 CT1109  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CT1109
 CT1109  HORZ ORDER  -  THIRD
 CT1109
 CT1109.The horizontal coordinates were established by classical geodetic methods
 CT1109.and adjusted by the National Geodetic Survey in February 1996..
 CT1109
 CT1109.The orthometric height was scaled from a topographic map.
 CT1109
 CT1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT1109
 CT1109.The geoid height was determined by GEOID03.
 CT1109
 CT1109;                    North         East     Units Scale Factor Converg.
 CT1109;SPC TXNC     - 2,080,215.746   483,145.642   MT  0.99994005   -0 40 38.5
 CT1109;SPC TXNC     - 6,824,841.16  1,585,120.33   sFT  0.99994005   -0 40 38.5
 CT1109;UTM  14      - 3,583,221.369   430,211.701   MT  0.99966006   -0 23 50.6
 CT1109
 CT1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT1109!SPC TXNC     -   0.99991935  x   0.99994005  =   0.99985940
 CT1109!UTM  14      -   0.99991935  x   0.99966006  =   0.99957944
 CT1109
 CT1109:                Primary Azimuth Mark                     Grid Az
 CT1109:SPC TXNC     -  AIRPORT BEACON ABILENE MUN APT           048 04 02.6
 CT1109:UTM  14      -  AIRPORT BEACON ABILENE MUN APT           047 47 14.7
 CT1109
 CT1109|---------------------------------------------------------------------|
 CT1109| PID    Reference Object                     Distance      Geod. Az  |
 CT1109|                                                           dddmmss.s |
 CT1109| CT1104 AIRPORT BEACON ABILENE MUN APT      APPROX. 7.0 KM 0472324.1 |
 CT1109| CX8460 KIRBY RM 1                           20.095 METERS 06653     |
 CT1109| CX8461 KIRBY RM 2                           39.907 METERS 17623     |
 CT1109| CX8459 KIRBY AZ MK                                        2385145.4 |
 CT1109|---------------------------------------------------------------------|
 CT1109
 CT1109                          SUPERSEDED SURVEY CONTROL
 CT1109
 CT1109  NAD 83(1986)-  32 23 01.72004(N)    099 44 31.00095(W) AD(       ) 3
 CT1109  NAD 27      -  32 23 01.25450(N)    099 44 29.69000(W) AD(       ) 3
 CT1109
 CT1109.Superseded values are not recommended for survey control.
 CT1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT1109.See file dsdata.txt to determine how the superseded data were derived.
 CT1109
 CT1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA3021283221(NAD 83)
 CT1109_MARKER: DS = TRIANGULATION STATION DISK
 CT1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT1109_STAMPING: KIRBY 1961
 CT1109_MARK LOGO: CGS   
 CT1109_PROJECTION: FLUSH
 CT1109_MAGNETIC: N = NO MAGNETIC MATERIAL
 CT1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT1109
 CT1109  HISTORY     - Date     Condition        Report By
 CT1109  HISTORY     - 1961     MONUMENTED       CGS
 CT1109  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT1109  HISTORY     - 19940617 MARK NOT FOUND   USPSQD
 CT1109  HISTORY     - 19980318 GOOD             TXDOT
 CT1109  HISTORY     - 19980720 GOOD             TXDOT
 CT1109
 CT1109                          STATION DESCRIPTION
 CT1109
 CT1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 CT1109'THE STATION IS APPROXIMATELY 4-1/2 MILES SOUTH OF ABILENE, 0.2
 CT1109'MILE WEST OF THE WEST END OF LAKE KIRBY DAM AND ON CITY PROPERTY.
 CT1109'
 CT1109'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 83,
 CT1109'84 AND FARM ROAD 707 APPROXIMATELY 7 MILES SOUTH OF ABILENE, GO
 CT1109'NORTH ON HIGHWAYS 83 AND 84 FOR 2.05 MILES TO A SERVICE ROAD
 CT1109'RIGHT (MC GEE DRIVE.) BEAR RIGHT, FOLLOW MC GEE DRIVE EAST, THEN
 CT1109'NORTH FOR 0.25 MILE TO A ROAD ON THE RIGHT LEADING TO LAKE KIRBY
 CT1109'DAM, A WHITE HOUSE ON THE RIGHT AND STATION IN THE NORTHEAST
 CT1109'CORNER OF THE INTERSECTION.
 CT1109'
 CT1109'STATION MARKS ARE STANDARD DISK STAMPED KIRBY 1961.  THE SURFACE
 CT1109'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 CT1109'OF THE GROUND.  IT IS 89 FEET NORTHWEST OF THE NORTHWEST CORNER
 CT1109'OF THE HOUSE, 48 FEET EAST OF THE CENTER OF MC GEE DRIVE, 29 FEET
 CT1109'NORTH OF THE CENTER OF THE ROAD LEADING TO THE DAM, 14 FEET
 CT1109'SOUTH OF A T-FENCE CORNER AND 4 FEET EAST OF A FENCE.  THE
 CT1109'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 CT1109'INCHES BELOW THE SURFACE OF THE GROUND.
 CT1109'
 CT1109'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KIRBY NO 1 1961,
 CT1109'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CT1109'GROUND.  IT IS 73 FEET NORTH OF THE NORTHWEST CORNER OF THE
 CT1109'HOUSE, 67 FEET EAST OF THE T-FENCE CORNER AND 1 FOOT SOUTH OF
 CT1109'A FENCE.
 CT1109'
 CT1109'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KIRBY NO 2 1961,
 CT1109'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CT1109'GROUND.  IT IS 80 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CT1109'HOUSE, 57 FEET EAST OF THE CENTER OF MC GEE DRIVE AND 7 FEET
 CT1109'EAST OF A T-FENCE CORNER.
 CT1109'
 CT1109'AZIMUTH MARK, A STANDARD DISK STAMPED KIRBY 1961, IS SET IN A
 CT1109'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 43 FEET
 CT1109'EAST OF THE EAST RAIL OF THE RAILROAD, 31 FEET SOUTHEAST OF THE
 CT1109'WEST GATE POST, 2 FEET NORTH OF A TELEPHONE POLE AND 1.6 FEET
 CT1109'SOUTH OF A METAL WITNESS POST.
 CT1109'
 CT1109'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON MC GEE
 CT1109'DRIVE TO THE JUNCTION OF U.S. HIGHWAYS 83 AND 84, BEAR RIGHT ON
 CT1109'HIGHAYS 83 AND 84 THEN GO SOUTH FOR 0.45 MILE TO A SIDE ROAD
 CT1109'ON THE RIGHT.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR
 CT1109'0.45 MILE TO A WIRE GATE ON THE RIGHT JUST EAST OF A RAILROAD
 CT1109'CROSSING.  TURN RIGHT, PASS THROUGH THE GATE, AND GO NORTH
 CT1109'STAYING ON THE EAST SIDE OF THE RAILROAD FOR 0.5 MILE TO THE
 CT1109'AZIMUTH MARK NEAR A TELEPHONE POLE.
 CT1109'
 CT1109'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 CT1109
 CT1109                          STATION RECOVERY (1982)
 CT1109
 CT1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CT1109'THE STATION, REFERENCE MARK NO 1 AND NO 2 AND THE AZIMUTH MARK WERE
 CT1109'NOT RECOVERED.  THERE HAS BEEN EXTENSIVE HIGHWAY CONSTRUCTION AT THIS
 CT1109'LOCATION.
 CT1109
 CT1109                          STATION RECOVERY (1994)
 CT1109
 CT1109'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT1109'MARK NOT FOUND.
 CT1109
 CT1109                          STATION RECOVERY (1998)
 CT1109
 CT1109'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (WEH)
 CT1109'STATION RECOVERED, OTHER MARKS NOT SEARCHED FOR.  A NEW -TO REACH-
 CT1109'FOLLOWS.  TO REACH STATION FROM THE INTERSECTION OF US 83/US 84 NORTH
 CT1109'AND FM 707 SOUTH OF ABILENE, GO NORTH ON US 83/US 84 FOR 2.1 MI (3.4
 CT1109'KM) PASSING AT 1.6 MI (2.6 KM) THE ABILENE REGIONAL MEDICAL CENTER ON
 CT1109'LEFT, TO US 83 BUSINESS ROUTE EXIT.  TAKE US 83 BUSINESS ROUTE EXIT
 CT1109'FOR ABOUT 0.1 MI (0.2 KM) TO STATION ON LEFT.  STATION IS 8.2 M (26.9
 CT1109'FT) WEST OF WEST EDGE OF PAVEMENT OF US 83 BUSINESS ROUTE NORTHBOUND,
 CT1109'AND 34.4 M (112.9 FT) SSE FROM SSE FACE OF THE SOUTHERNMOST ALUMINUM
 CT1109'HIGH MAST INTERCHANGE LIGHT.  STATION IS 3 M (9.8 FT) TO 4 M (13.1 FT)
 CT1109'NORTH OF A LONE STEEL FENCE POST AND IS ABOUT 5 CM BELOW GROUND
 CT1109'SURFACE.  N FROM STEEL FENCE POST 8.2 M (26.9 FT) W FROM W EOP BUS US
 CT1109'83 N, 34.4 M (112.9 FT) SSE FROM SSE FACE OF S MOST ALUM HI MAST
 CT1109'INTERCHANGE LIGHT -12 BULBS-.  W OF NW CORNER OF KIRBY LAKE.  FROM US
 CT1109'83, US 84 INT W FM 707 S OF ABILENE, GO NORTH ON US 83, US 84 FOR 2.1
 CT1109'MI (3.4 KM) AT 1.6 MI (2.6 KM) TO BUS RT US 83 EXIT.  TAKE BUS RT US83
 CT1109'EXIT APPROXIMATELY 0.1 MI (0.2 KM) TO STATION ON LEFT PASSING ABILENE
 CT1109'REGIONAL MED CENTER ON LEFT-.  -OCCUPIED 1989 BY TXDOT/D-19, GPS CREW.
 CT1109
 CT1109                          STATION RECOVERY (1998)
 CT1109
 CT1109'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1998 (MS)
 CT1109'MARK IS NOT DESTROYED AS WAS REPORTED IN THE PAST.  MARK WAS PROTECTED
 CT1109'DURING HIGHWAY WORK.  USED TODAY 7-20-98.  PER- MAXEY SHEPPARD 915 695
 CT1109'6277.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0324 ***********************************************************************
 AY0324  DESIGNATION -  KIRBY NE BASE AZ
 AY0324  PID         -  AY0324
 AY0324  STATE/COUNTY-  TX/BEXAR
 AY0324  USGS QUAD   -  SCHERTZ (1992)
 AY0324
 AY0324                         *CURRENT SURVEY CONTROL
 AY0324  ___________________________________________________________________
 AY0324* NAD 83(1986)-  29 30 21.     (N)    098 20 23.     (W)     SCALED    
 AY0324* NAVD 88     -       232.278  (meters)     762.07   (feet)  POSTED    
 AY0324  ___________________________________________________________________
 AY0324  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0324  DYNAMIC HT  -         231.940 (meters)     760.96  (feet)  COMP
 AY0324  MODELED GRAV-     979,180.6   (mgal)                       NAVD 88
 AY0324
 AY0324  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0324
 AY0324.The horizontal coordinates were scaled from a topographic map and have
 AY0324.an estimated accuracy of +/- 6 seconds.
 AY0324
 AY0324.The orthometric height was determined by differential leveling
 AY0324.and adjusted by the National Geodetic Survey in 1992..
 AY0324.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0324.rate of 0.0 thru 1.0 mm/km.
 AY0324
 AY0324.The geoid height was determined by GEOID03.
 AY0324
 AY0324.The dynamic height is computed by dividing the NAVD 88
 AY0324.geopotential number by the normal gravity value computed on the
 AY0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0324.degrees latitude (g = 980.6199 gals.).
 AY0324
 AY0324.The modeled gravity was interpolated from observed gravity values.
 AY0324
 AY0324;                    North         East    Units  Estimated Accuracy
 AY0324;SPC TXSC     - 4,185,540.      664,010.      MT  (+/- 180 meters Scaled)
 AY0324
 AY0324                          SUPERSEDED SURVEY CONTROL
 AY0324
 AY0324  NGVD 29 (??/??/92)  232.17   (m)          761.7    (f) COMPUTED    1 2
 AY0324
 AY0324.Superseded values are not recommended for survey control.
 AY0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0324.See file dsdata.txt to determine how the superseded data were derived.
 AY0324
 AY0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT639642(NAD 83)
 AY0324_MARKER: DZ = AZIMUTH MARK DISK
 AY0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0324_STAMPING: KIRBY N E BASE 1952
 AY0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0324+STABILITY: SURFACE MOTION
 AY0324
 AY0324  HISTORY     - Date     Condition        Report By
 AY0324  HISTORY     - 1952     MONUMENTED       CGS
 AY0324  HISTORY     - 1953     GOOD             NGS
 AY0324  HISTORY     - 1988     POOR             USPSQD
 AY0324  HISTORY     - 1989     POOR             USPSQD
 AY0324  HISTORY     - 1990     GOOD             USPSQD
 AY0324  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY0324
 AY0324                          STATION DESCRIPTION
 AY0324
 AY0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0324'3.7 MI NE FROM KIRBY.
 AY0324'3.7 MILES NORTHEAST ALONG GIBBS SPRAWL ROAD FROM ITS JUNCTION WITH
 AY0324'FARM ROAD 78 AND ACKERMAN ROAD AT KIRBY, 33 FEET SOUTHEAST OF THE
 AY0324'CENTER LINE OF THE ROAD, 35 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 AY0324'THE TEXAS AND NEW ORLEANS RAILROAD, 2 FEET NORTHEAST OF A WITNESS
 AY0324'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 AY0324'THE GROUND, 0.4 MILE NORTHEAST OF TRIANGULATION STATION KIRBY N.E.
 AY0324'BASE 1952.
 AY0324
 AY0324                          STATION RECOVERY (1988)
 AY0324
 AY0324'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0324'MARK RECOVERED IN POOR CONDITION.
 AY0324
 AY0324                          STATION RECOVERY (1989)
 AY0324
 AY0324'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCJ)
 AY0324'MARK RECOVERED IN POOR CONDITION.
 AY0324
 AY0324                          STATION RECOVERY (1990)
 AY0324
 AY0324'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0324'RECOVERED IN GOOD CONDITION.
 AY0324
 AY0324                          STATION RECOVERY (1999)
 AY0324
 AY0324'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0325 ***********************************************************************
 AY0325  DESIGNATION -  KIRBY NE BASE RESET
 AY0325  PID         -  AY0325
 AY0325  STATE/COUNTY-  TX/BEXAR
 AY0325  USGS QUAD   -  SCHERTZ (1992)
 AY0325
 AY0325                         *CURRENT SURVEY CONTROL
 AY0325  ___________________________________________________________________
 AY0325* NAD 83(1993)-  29 30 05.12624(N)    098 20 33.72753(W)     ADJUSTED  
 AY0325* NAVD 88     -       232.016  (meters)     761.21   (feet)  POSTED    
 AY0325  ___________________________________________________________________
 AY0325  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 AY0325  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AY0325  DYNAMIC HT  -         231.680 (meters)     760.10  (feet)  COMP
 AY0325  MODELED GRAV-     979,180.6   (mgal)                       NAVD 88
 AY0325
 AY0325  HORZ ORDER  -  FIRST
 AY0325  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0325
 AY0325.The horizontal coordinates were established by classical geodetic methods
 AY0325.and adjusted by the National Geodetic Survey in February 1996..
 AY0325
 AY0325.The orthometric height was determined by differential leveling
 AY0325.and adjusted by the National Geodetic Survey in 1992..
 AY0325.No vertical observational check was made to the station.
 AY0325.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0325.was located on a no-check spur therefore a value was not computed.
 AY0325
 AY0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0325
 AY0325.The geoid height was determined by GEOID03.
 AY0325
 AY0325.The dynamic height is computed by dividing the NAVD 88
 AY0325.geopotential number by the normal gravity value computed on the
 AY0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0325.degrees latitude (g = 980.6199 gals.).
 AY0325
 AY0325.The modeled gravity was interpolated from observed gravity values.
 AY0325
 AY0325;                    North         East     Units Scale Factor Converg.
 AY0325;SPC TXSC     - 4,185,047.753   663,726.062   MT  0.99986745   +0 19 19.3
 AY0325;SPC TXSC     -13,730,444.17  2,177,574.59   sFT  0.99986745   +0 19 19.3
 AY0325;UTM  14      - 3,263,721.139   563,710.076   MT  0.99965008   +0 19 25.3
 AY0325
 AY0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0325!SPC TXSC     -   0.99996760  x   0.99986745  =   0.99983505
 AY0325!UTM  14      -   0.99996760  x   0.99965008  =   0.99961769
 AY0325
 AY0325:                Primary Azimuth Mark                     Grid Az
 AY0325:SPC TXSC     -  SELMA RADIO STATION WOAI MAST            017 03 54.3
 AY0325:UTM  14      -  SELMA RADIO STATION WOAI MAST            017 03 48.3
 AY0325
 AY0325|---------------------------------------------------------------------|
 AY0325| PID    Reference Object                     Distance      Geod. Az  |
 AY0325|                                                           dddmmss.s |
 AY0325| AY1801 SELMA RADIO STATION WOAI MAST       APPROX. 8.9 KM 0172313.6 |
 AY0325| AY0324 KIRBY NE BASE AZ                                   0315719.6 |
 AY0325| AY0327 KIRBY NE BASE RM 2                   23.665 METERS 04438     |
 AY0325| CV4294 R 1001                                             23455     |
 AY0325| AY1882 SAN ANTONIO RAD KTSA N MAST         APPROX. 7.2 KM 2670954.6 |
 AY0325| AY1802 LAZY D RANCH WATER TANK             APPROX. 2.4 KM 3033558.8 |
 AY0325| AY0326 KIRBY NE BASE RM 1                   31.407 METERS 31753     |
 AY0325|---------------------------------------------------------------------|
 AY0325
 AY0325                          SUPERSEDED SURVEY CONTROL
 AY0325
 AY0325  NAD 83(1986)-  29 30 05.13152(N)    098 20 33.70978(W) AD(       ) 1
 AY0325  NAD 27      -  29 30 04.30000(N)    098 20 32.66200(W) AD(       ) 1
 AY0325  NGVD 29 (??/??/92)  231.91   (m)          760.9    (f) COMPUTED    1 2
 AY0325
 AY0325.Superseded values are not recommended for survey control.
 AY0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0325.See file dsdata.txt to determine how the superseded data were derived.
 AY0325
 AY0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT6371063721(NAD 83)
 AY0325_MARKER: DS = TRIANGULATION STATION DISK
 AY0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0325_STAMPING: KIRBY N E BASE 1952
 AY0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0325+STABILITY: SURFACE MOTION
 AY0325
 AY0325  HISTORY     - Date     Condition        Report By
 AY0325  HISTORY     - 1969     MONUMENTED       CGS
 AY0325  HISTORY     - 1953     GOOD             NGS
 AY0325  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY0325
 AY0325                          STATION DESCRIPTION
 AY0325
 AY0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AY0325'NO MEASUREMENT BETWEEN REFERENCE MARKS (BRUSH ON LINE)
 AY0325'
 AY0325'THE AZIMUTH MARK, REFERENCE MARK 2 AND THE UNDERGROUND STATION
 AY0325'MARK WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION
 AY0325'MARK HAS BEEN HIT AND THE DISK MISSING.  A NEW STATION MARK
 AY0325'WAS SET HOLDING THE UNDERGROUND POINT.  REFERENCE MARK 1
 AY0325'APPEARS TO HAVE BEEN HIT BUT IS SOLID AND WAS LEFT INTACT.
 AY0325'BM R 1001 WAS FOUND DESTROYED AND THE DISK WAS SALVAGED.
 AY0325'A NEW DESCRIPTION FOLLOWS--
 AY0325'
 AY0325'ABOUT 10-1/2 MILES NORTHEAST OF SAN ANTONIO, 3 MILES NORTHEAST
 AY0325'OF KIRBY, 238 FEET SOUTHWEST OF RAILROAD SIGNAL LIGHT 1986,
 AY0325'174 FEET SOUTHEAST OF THE CENTERLINE OF FARM ROAD 1976, 65
 AY0325'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TEXAS AND NEW
 AY0325'ORLEANS RAILROAD, 20 FEET SOUTHEAST OF A TELEPHONE POLE,
 AY0325'7 FEET NORTHWEST OF A FENCE, 1 FOOT SOUTHWEST OF A METAL
 AY0325'WITNESS POST AND ON RAILROAD RIGHT-OF-WAY.  THE MONUMENT
 AY0325'PROJECTS 3 INCHES AND THE DISK IS STAMPED KIRBY N E BASE
 AY0325'1953 1969.
 AY0325'
 AY0325'TO REACH THE STATION FROM THE INTERSECTION OF FARM ROAD
 AY0325'1976 AND TOEPPERWEIN ROAD AT THE NORTHWEST EDGE OF CONVERSE,
 AY0325'GO SOUTHWEST ON FARM ROAD 1976 FOR 1.7 MILES TO THE AZIMUTH
 AY0325'MARK ON THE LEFT.  CONTINUE SOUTHWEST ON THE ROAD FOR 0.35
 AY0325'MILE TO THE STATION ON THE LEFT.
 AY0325'
 AY0325'REFERENCE MARK 1 IS 71 FEET SOUTHEAST OF THE CENTERLINE
 AY0325'OF THE ROAD, 33 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 AY0325'THE RAILROAD TRACK AND 2 FEET EAST OF A TELEPHONE POLE.  THE
 AY0325'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED KIRBY
 AY0325'NE BASE NO 1 1952.
 AY0325'
 AY0325'REFERENCE MARK 2 IS 68 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 AY0325'OF THE RAILROAD TRACK AND 2 FEET NORTHWEST OF THE FENCE.
 AY0325'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KIRBY
 AY0325'NE BASE NO 2 1952.
 AY0325'
 AY0325'THE AZIMUTH MARK IS 51 FEET SOUTHEAST OF THE CENTERLINE
 AY0325'OF THE ROAD, 33 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 AY0325'THE RAILROAD TRACK, 28 FEET SOUTHWEST OF A TELEPHONE POLE
 AY0325'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 AY0325'PROJECTS 6 INCHES AND THE DISK IS STAMPED KIRBY NE BASE
 AY0325'1952.
 AY0325'
 AY0325'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 AY0325'
 AY0325'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 AY0325'SOUTHWEST OF CONVERSE
 AY0325
 AY0325                          STATION RECOVERY (1953)
 AY0325
 AY0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY0325'3.3 MI NE FROM KIRBY.
 AY0325'3.3 MILES NORTHEAST ALONG GIBBS SPRAWL ROAD FROM ITS JUNCTION WITH
 AY0325'FARM ROAD 78 AND ACKERMAN ROAD AT KIRBY, 65 FEET SOUTHEAST OF THE
 AY0325'SOUTHEAST RAIL OF THE TEXAS AND NEW ORLEANS RAILROAD, 21 FEET
 AY0325'SOUTHEAST OF A TELEPHONE POLE, 6 FEET NORTHWEST OF A FENCE, 4.8 FEET
 AY0325'NORTHWEST OF A WHITE WOODEN WITNESS POST FENCE, SET IN THE TOP OF A
 AY0325'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0325
 AY0325                          STATION RECOVERY (1999)
 AY0325
 AY0325'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1268 ***********************************************************************
 DM1268  DESIGNATION -  KIRBY RESET
 DM1268  PID         -  DM1268
 DM1268  STATE/COUNTY-  TX/TITUS
 DM1268  USGS QUAD   -  COOKVILLE (1980)
 DM1268
 DM1268                         *CURRENT SURVEY CONTROL
 DM1268  ___________________________________________________________________
 DM1268* NAD 83(1993)-  33 10 57.84506(N)    094 51 36.83905(W)     ADJUSTED  
 DM1268* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 DM1268  ___________________________________________________________________
 DM1268  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DM1268  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DM1268
 DM1268  HORZ ORDER  -  FIRST
 DM1268
 DM1268.The horizontal coordinates were established by classical geodetic methods
 DM1268.and adjusted by the National Geodetic Survey in February 1996..
 DM1268
 DM1268.The orthometric height was scaled from a topographic map.
 DM1268
 DM1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1268
 DM1268.The geoid height was determined by GEOID03.
 DM1268
 DM1268;                    North         East     Units Scale Factor Converg.
 DM1268;SPC TXNC     - 2,173,995.726   939,334.758   MT  0.99987523   +1 59 06.4
 DM1268;SPC TXNC     - 7,132,517.64  3,081,800.79   sFT  0.99987523   +1 59 06.4
 DM1268;UTM  15      - 3,673,086.441   326,571.569   MT  0.99997085   -1 01 06.2
 DM1268
 DM1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1268!SPC TXNC     -   0.99998050  x   0.99987523  =   0.99985574
 DM1268!UTM  15      -   0.99998050  x   0.99997085  =   0.99995136
 DM1268
 DM1268:                Primary Azimuth Mark                     Grid Az
 DM1268:SPC TXNC     -  KIRBY AZ MK                              100 36 14.6
 DM1268:UTM  15      -  KIRBY AZ MK                              103 36 27.2
 DM1268
 DM1268|---------------------------------------------------------------------|
 DM1268| PID    Reference Object                     Distance      Geod. Az  |
 DM1268|                                                           dddmmss.s |
 DM1268| CX6608 KIRBY AZ MK                                        1023521.0 |
 DM1268| CX6611 KIRBY RM 3                           24.148 METERS 18233     |
 DM1268| CX6609 KIRBY RM 1                           32.303 METERS 21321     |
 DM1268| DM1370 MT PLEASANT RAD STA KIMP MAST       APPROX.13.7 KM 2615251.0 |
 DM1268| CX6610 KIRBY RM 2                           26.466 METERS 28639     |
 DM1268|---------------------------------------------------------------------|
 DM1268
 DM1268                          SUPERSEDED SURVEY CONTROL
 DM1268
 DM1268  NAD 83(1993)-  33 10 57.84827(N)    094 51 36.83553(W) AD(       ) 1
 DM1268  NAD 83(1986)-  33 10 57.84898(N)    094 51 36.82610(W) AD(       ) 1
 DM1268  NAD 27      -  33 10 57.41600(N)    094 51 36.07000(W) AD(       ) 1
 DM1268
 DM1268.Superseded values are not recommended for survey control.
 DM1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1268.See file dsdata.txt to determine how the superseded data were derived.
 DM1268
 DM1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS2657273086(NAD 83)
 DM1268_MARKER: DS = TRIANGULATION STATION DISK
 DM1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1268_STAMPING: KIRBY 1935 1966
 DM1268
 DM1268  HISTORY     - Date     Condition        Report By
 DM1268  HISTORY     - 1966     MONUMENTED       CGS
 DM1268
 DM1268                          STATION DESCRIPTION
 DM1268
 DM1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 DM1268'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 DM1268'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 DM1268'TO BE DESTROYED.  DUE TO EXCAVATION OF HILL AT STATION SITE,
 DM1268'THE SURFACE AND UNDERGROUND STATION MARKS WERE LOWERED AND
 DM1268'RE-MARKED AT THERE ORIGINAL POSITION.  ONE NEW REFERENCE MARK
 DM1268'WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--THE STATION IS
 DM1268'ABOUT 7 MILES EAST OF MOUNT PLEASANT, 1/2 MILE SOUTHWEST
 DM1268'OF COOKVILLE, AT THE SOUTH SIDE OF A CEMETARY LOCATED ON
 DM1268'THE FIRST HILL SOUTHWEST OF COOKVILLE AND ON LAND OWNED BY
 DM1268'MRS. B. JOHNSON.
 DM1268'
 DM1268'TO REACH THE STATION FROM THE SCHOOL HOUSE IN COOKVILLE, GO
 DM1268'WEST ON A BLACK TOP ROAD FOR 0.3 MILE TO A METAL GATE ON THE
 DM1268'LEFT.  PASS THROUGH GATE GO SOUTHERLY AROUND THE WEST SIDE
 DM1268'OF HILL, THENCE EAST, UPHILL, TO HIGHEST PART OF HILL AND
 DM1268'STATION.  A DISTANCE OF 0.3 MILE FROM METAL GATE TO STATION.
 DM1268'
 DM1268'STATION MARKS, ARE STANDARD DISKS, STAMPED KIRBY 1935 1966,
 DM1268'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 DM1268'FLUSH WITH A SMALL MOUND.  IT IS 34 FEET SOUTHEAST OF THE
 DM1268'SOUTHWEST CEMETARY FENCE CORNER, 1 FOOT NORTHEAST OF A METAL
 DM1268'WITNESS POST.  UNDERGROUND STATION MARK IS SET IN AN IRREGULAR
 DM1268'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF GROUND.
 DM1268'
 DM1268'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED KIRBY NO 3
 DM1268'1935 IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH IS ABOUT
 DM1268'FLUSH WITH THE TOP OF A MOUND, THAT PROJECTS ABOUT 2 FEET
 DM1268'ABOVE THE SURROUNDING GROUND.  IT IS 70 FEET WEST OF THE
 DM1268'SOUTHWEST CEMETARY FENCE CORNER.
 DM1268'
 DM1268'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED KIRBY NO 3 1935
 DM1268'1966, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE
 DM1268'SURFACE OF THE GROUND.  IT IS 112 FEET SOUTH OF THE SOUTHWEST
 DM1268'CEMETARY FENCE CORNER, 43 FEET WEST OF A 24-INCH OAK TREE.
 DM1268'
 DM1268'AZIMUTH MARK, A STANDARD DISK, STAMPED KIRBY 1935, IS SET IN
 DM1268'A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 DM1268'IT IS LOCATED IN THE SOUTHWEST CORNER OF A LAWN AT MR. VONS
 DM1268'PROPERTY.  IT IS 22 FEET EAST OF THE CENTER LINE OF A BLACK
 DM1268'TOP ROAD, 75 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE,
 DM1268'AND 10 FEET NORTH OF THE CENTER OF THE SOUTH DRIVEWAY.
 DM1268'
 DM1268'TO REACH THE AZIMUTH MARK FROM THE SCHOOL HOUSE, GO EAST
 DM1268'0.1 MILE TURN RIGHT, GO 0.3 MILE TO MARK ON THE LEFT.
 DM1268'
 DM1268'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTHWEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0335 ***********************************************************************
 AY0335  DESIGNATION -  KIRBY SW BASE
 AY0335  PID         -  AY0335
 AY0335  STATE/COUNTY-  TX/BEXAR
 AY0335  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0335
 AY0335                         *CURRENT SURVEY CONTROL
 AY0335  ___________________________________________________________________
 AY0335* NAD 83(1993)-  29 28 04.38829(N)    098 23 31.93163(W)     ADJUSTED  
 AY0335* NAVD 88     -       212.864  (meters)     698.37   (feet)  POSTED    
 AY0335  ___________________________________________________________________
 AY0335  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AY0335  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0335  DYNAMIC HT  -         212.550 (meters)     697.34  (feet)  COMP
 AY0335  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY0335
 AY0335  HORZ ORDER  -  FIRST
 AY0335  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0335
 AY0335.The horizontal coordinates were established by classical geodetic methods
 AY0335.and adjusted by the National Geodetic Survey in February 1996..
 AY0335
 AY0335.The orthometric height was determined by differential leveling
 AY0335.and adjusted by the National Geodetic Survey in 1992..
 AY0335.No vertical observational check was made to the station.
 AY0335.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0335.was located on a no-check spur therefore a value was not computed.
 AY0335
 AY0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY0335
 AY0335.The geoid height was determined by GEOID03.
 AY0335
 AY0335.The dynamic height is computed by dividing the NAVD 88
 AY0335.geopotential number by the normal gravity value computed on the
 AY0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0335.degrees latitude (g = 980.6199 gals.).
 AY0335
 AY0335.The modeled gravity was interpolated from observed gravity values.
 AY0335
 AY0335;                    North         East     Units Scale Factor Converg.
 AY0335;SPC TXSC     - 4,181,304.826   658,946.211   MT  0.99986593   +0 17 52.0
 AY0335;SPC TXSC     -13,718,164.25  2,161,892.69   sFT  0.99986593   +0 17 52.0
 AY0335;UTM  14      - 3,259,978.916   558,931.373   MT  0.99964285   +0 17 56.4
 AY0335
 AY0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY0335!SPC TXSC     -   0.99997060  x   0.99986593  =   0.99983653
 AY0335!UTM  14      -   0.99997060  x   0.99964285  =   0.99961346
 AY0335
 AY0335:                Primary Azimuth Mark                     Grid Az
 AY0335:SPC TXSC     -  KIRBY SW BASE AZ MK                      077 15 01.6
 AY0335:UTM  14      -  KIRBY SW BASE AZ MK                      077 14 57.2
 AY0335
 AY0335|---------------------------------------------------------------------|
 AY0335| PID    Reference Object                     Distance      Geod. Az  |
 AY0335|                                                           dddmmss.s |
 AY0335| AY0334 KIRBY SW BASE AZ MK                                0773253.6 |
 AY0335| AY0336 KIRBY SW BASE RM 1                   30.724 METERS 14021     |
 AY0335| AY1863 SAN ANTONIO RAD KONO S MAST         APPROX. 4.5 KM 2200456.6 |
 AY0335| AY0337 KIRBY SW BASE RM 2                   24.244 METERS 24357     |
 AY0335| AY1877 FORT SAM HOUSTON BROOKE MC CUP      APPROX. 5.6 KM 2681754.3 |
 AY0335| AY1810 LONGHORN PORTLAND CEMENT CO TK      APPROX. 7.3 KM 3525426.3 |
 AY0335|---------------------------------------------------------------------|
 AY0335
 AY0335                          SUPERSEDED SURVEY CONTROL
 AY0335
 AY0335  NAD 83(1986)-  29 28 04.39343(N)    098 23 31.91383(W) AD(       ) 1
 AY0335  NAD 27      -  29 28 03.55900(N)    098 23 30.86100(W) AD(       ) 1
 AY0335  NGVD 29 (??/??/92)  212.762  (m)          698.04   (f) ADJ UNCH    1 2
 AY0335
 AY0335.Superseded values are not recommended for survey control.
 AY0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0335.See file dsdata.txt to determine how the superseded data were derived.
 AY0335
 AY0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT5893159979(NAD 83)
 AY0335_MARKER: DS = TRIANGULATION STATION DISK
 AY0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0335_STAMPING: KIRBY S W BASE 1952
 AY0335_MARK LOGO: CGS   
 AY0335_PROJECTION: PROJECTING 13 CENTIMETERS
 AY0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0335+STABILITY: SURFACE MOTION
 AY0335
 AY0335  HISTORY     - Date     Condition        Report By
 AY0335  HISTORY     - 1953     MONUMENTED       CGS
 AY0335  HISTORY     - 1953     GOOD             AMS
 AY0335  HISTORY     - 1953     GOOD             NGS
 AY0335  HISTORY     - 1960     GOOD             CGS
 AY0335  HISTORY     - 1961     GOOD             CGS
 AY0335  HISTORY     - 1980     GOOD             NGS
 AY0335  HISTORY     - 19860120 POOR             USGS
 AY0335  HISTORY     - 1988     GOOD             USPSQD
 AY0335  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0335
 AY0335                          STATION DESCRIPTION
 AY0335
 AY0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 AY0335'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF THE CENTER
 AY0335'OF SAN ANTONIO, 0.8 MILE SOUTHWEST OF KIRBY AND ON THE SOUTHEAST
 AY0335'RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD.
 AY0335'
 AY0335'TO REACH THE STATION FROM THE JUNCTION OF LOOP 13 AND U.S.
 AY0335'HIGHWAY 90, GO NORTH ON LOOP 13 FOR 0.6 MILE TO A SIDE ROAD
 AY0335'RIGHT, (W.W. WHITE ROAD) TURN RIGHT, FOLLOW W.W. WHITE ROAD
 AY0335'1.55 MILES NORTHERLY TO JUNCTION WITH STATE HIGHWAY 78 (SEGUIN
 AY0335'ROAD), TURN RIGHT, GO NORTHEAST ON HIGHWAY 78 FOR 0.5 MILE
 AY0335'TO A SIDE ROAD LEFT, *TURN LEFT AND GO NORTH 0.1 MILE ON
 AY0335'DIRT ROAD TO THE RAILROAD TRACKS AND THE STATION SITE ON
 AY0335'THE LEFT.
 AY0335'
 AY0335'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE CYLINDER
 AY0335'PROJECTING 4 INCHES.  IT IS 84 FEET SOUTHWEST OF THE CENTER
 AY0335'LINE OF A DIRT ROAD, 68 FEET SOUTHEAST OF THE SOUTHEAST
 AY0335'RAIL OF THE SOUTHERN PACIFIC R.R. TRACKS, 5.9 FEET NORTHWEST
 AY0335'OF A FENCE LINE, 3.5 FEET WEST OF A WITNESS POST, AND IT
 AY0335'IS STAMPED KIRBY SW BASE 1952.
 AY0335'
 AY0335'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 AY0335'CONCRETE POST PROJECTING 4 INCHES.  IT IS 11 FEET SOUTHWEST
 AY0335'OF THE CENTER LINE OF A DIRT ROAD AND IS SET IN A NORTH-SOUTH
 AY0335'FENCE LINE.  IT IS STAMPED KIRBY SW BASE NO. 1 1952.
 AY0335'
 AY0335'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 AY0335'CONCRETE POST PROJECTING 4 INCHES.  IT IS 52 FEET SOUTHEAST
 AY0335'OF THE SOUTHEAST RAIL OF THE RAILROAD TRACKS, 22 FEET NORTHWEST
 AY0335'OF A FENCE LINE, 2 FEET EAST OF A TELEGRAPH POLE AND IT IS
 AY0335'STAMPED KIRBY SW BASE NO. 2 1952.
 AY0335'
 AY0335'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 AY0335'POST PROJECTING 5 INCHES.  IT IS IN THE SOUTHWEST CORNER
 AY0335'OF A SCHOOL YARD, 38 FEET NORTH OF THE CENTER LINE OF STATE
 AY0335'HIGHWAY 78 (SEGUIN ROAD), 35 FEET SOUTHWEST OF THE CENTER
 AY0335'OF A DRIVEWAY LEADING TO A SCHOOLHOUSE, 2.3 FEET WEST OF
 AY0335'A TELEPHONE POLE AND IT IS STAMPED KIRBY SW BASE 1952.
 AY0335'
 AY0335'*CONTINUE NORTHEAST ON HIGHWAY 78 FOR 0.4 MILE TO THE AZIMUTH
 AY0335'MARK ON THE LEFT AS DESCRIBED ABOVE.
 AY0335'
 AY0335'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 AY0335
 AY0335                          STATION RECOVERY (1953)
 AY0335
 AY0335'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953
 AY0335'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 6 FT. NW
 AY0335'OF THE NE-SW RAILROAD RIGHT OF WAY FENCE LINE, 27 FT. NW
 AY0335'OF THE NW CORNER OF SMALL BUILDING.  IT IS 107 FT. S-SW OF
 AY0335'OF THE INTERSECTING CENTERLINES OF SINGLE TRACK RAILROAD,
 AY0335'AND NORTH-SOUTH FARM LANE CROSSING, AND IT IS 83 FEET SW
 AY0335'OF THE CENTERLINE OF FARM LANE AT NE-SW R/W FENCE LINE CROSSING.
 AY0335'
 AY0335'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  IT IS
 AY0335'A STANDARD AZIMUTH MARK DISK SET IN CONCRETE MONUMENT AND 32
 AY0335'FT N.W. OF CENTERLINE OF ROAD, 35 FT. S.W. OF CENTERLINE
 AY0335'OF LANE N.W., 23 FT. S. OF BASE OF LARGE TREE AND 157 FT.
 AY0335'N.E. OF S.W. CORNER OF CULTIVATED FIELD.
 AY0335
 AY0335                          STATION RECOVERY (1953)
 AY0335
 AY0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AY0335'0.9 MI SW FROM KIRBY.
 AY0335'0.8 MILE SOUTHWEST ALONG FARM ROAD 78 FROM ITS JUNCTION WITH GIBBS
 AY0335'SPRAWL ROAD AND ACKERMAN ROAD AT KIRBY, THENCE 0.1 MILE NORTH ALONG A
 AY0335'GRAVELED ROAD, AT THE CROSSING OF THE TEXAS AND NEW ORLEANS RAILROAD,
 AY0335'68 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 76 FEET WEST OF THE CENTER
 AY0335'LINE OF A GRAVELED ROAD, 5 FEET NORTHWEST OF A FENCE, 3 FEET WEST OF A
 AY0335'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AY0335'FOOT ABOVE THE GROUND.
 AY0335
 AY0335                          STATION RECOVERY (1960)
 AY0335
 AY0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JKR)
 AY0335'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 AY0335'IN GOOD CONDITION.  SEVERAL CORRECTIONS SHOULD BE MADE TO
 AY0335'THE ORIGINAL DESCRIPTION.  A REVISED DESCRIPTION FOLLOWS--
 AY0335'
 AY0335'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF THE CENTER
 AY0335'OF SAN ANTONIO, 0.8 MILE SOUTHWEST OF KIRBY, AND ON THE
 AY0335'SOUTHEAST RIGHT OF WAY OF THE SOUTHERN PACIFIC RAILROAD.
 AY0335'
 AY0335'TO REACH THE STATION FROM THE JUNCTION OF LOOP 13 AND U.S.
 AY0335'HIGHWAY 90, GO NORTH ON LOOP 13 FOR 0.6 MILE TO A SIDE ROAD
 AY0335'RIGHT (W.W. WHITE ROAD), TURN RIGHT AND FOLLOW W.W. WHITE
 AY0335'ROAD NORTHERLY FOR 1.55 MILES TO THE JUNCTION WITH FARM ROAD
 AY0335'78 (SEGUIN ROAD), TURN RIGHT AND GO NORTHEAST ON FARM ROAD
 AY0335'78 FOR 0.5 MILE TO A SIDE ROAD LEFT, *TURN LEFT AND GO NORTH
 AY0335'0.1 MILE ON DIRT ROAD TO THE SOUTHERN PACIFIC RAILROAD TRACKS
 AY0335'AND THE STATION SITE ON THE LEFT.
 AY0335'
 AY0335'THE STATION IS 84 FEET SOUTHWEST OF THE CENTERLINE OF A
 AY0335'DIRT ROAD, 52.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 AY0335'THE SOUTHEASTERLY OF TWO TRACKS, 5.9 FEET NORTHWEST OF A
 AY0335'FENCE, AND 3.0 FEET WEST OF A WITNESS POST.  A STANDARD
 AY0335'DISK, STAMPED KIRBY SW BASE 1952, SET IN THE TOP OF A CONCRETE
 AY0335'CYLINDER WHICH PROJECTS 2 INCHES.
 AY0335'
 AY0335'REFERENCE MARK NO. 1 IS 100.81 FEET SOUTHEAST OF THE STATION,
 AY0335'10 FEET SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD, AND IS
 AY0335'SET IN A N-S FENCE LINE.  A STANDARD DISK, STAMPED KIRBY
 AY0335'SW BASE NO 1 1952, SET IN THE TOP OF A SQUARE CONCRETE POST
 AY0335'WHICH PROJECTS 2 INCHES.
 AY0335'
 AY0335'REFERENCE MARK NO. 2 IS 79.54 FEET SOUTHWEST OF THE STATION,
 AY0335'36.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEASTERLY
 AY0335'OF TWO TRACKS, 22 FEET NORTHWEST OF A FENCE LINE, AND 1.4
 AY0335'FEET SOUTHWEST OF A TELEGRAPH POLE.  A STANDARD DISK, STAMPED
 AY0335'KIRBY SW BASE NO 2 1952, SET IN THE TOP OF A CONCRETE POST
 AY0335'WHICH IS FLUSH WITH A PILE OF DIRT.
 AY0335'
 AY0335'THE AZIMUTH MARK IS IN THE YARD OF THE KIRBY SCHOOL, 33.7
 AY0335'FEET NORTHWEST OF THE CENTERLINE OF FARM ROAD 78 (SEGUIN
 AY0335'ROAD), 35 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING
 AY0335'TO THE SCHOOLHOUSE, AND 2.5 FEET SOUTHWEST OF A TELEPHONE
 AY0335'POLE.  A STANDARD DISK, STAMPED KIRBY SW BASE 1952, SET
 AY0335'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 AY0335'
 AY0335'*CONTINUE NORTHEAST ON SEGUIN ROAD FOR 0.45 MILE TO THE AZIMUTH
 AY0335'MARK ON THE LEFT AS DESCRIBED ABOVE.
 AY0335
 AY0335                          STATION RECOVERY (1961)
 AY0335
 AY0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 AY0335'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 AY0335'GOOD CONDITION.
 AY0335'
 AY0335'THE ORIGINAL DESCRIPTION PROVED TO BE ADEQUATE.
 AY0335
 AY0335                          STATION RECOVERY (1980)
 AY0335
 AY0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0335'1.3 KM (0.8 MI) SOUTHWEST ALONG SEGUIN ROAD FROM THE JUNCTION OF
 AY0335'ACKERMAN ROAD IN KIRBY, AT THE JUNCTION OF MACRAE LANE, 20.1 METERS
 AY0335'(66.0 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 6.1 METERS
 AY0335'(20.0 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF THE LANE,
 AY0335'16.1 METERS (52.9 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN
 AY0335'PACIFIC RAILROAD, 27.4 METERS (90.0 FT) SOUTHWEST OF THE CENTER OF A
 AY0335'GRAVEL ROAD LEADING NORTHWEST, 24.2 METERS (79.4 FT) EAST-SOUTHEAST OF
 AY0335'KIRBY SW BASE RM 2.  NOTE-NOT LEVELED TO THIS SURVEY, OFF LEVEL LINE.
 AY0335'THE MARK IS 1.3 METERS  NNW FROM A WITNESS POST.
 AY0335'THE MARK IS 0.2 M BELOW THE ROAD.
 AY0335
 AY0335                          STATION RECOVERY (1986)
 AY0335
 AY0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 AY0335'MARK RECOVERED IN POOR CONDITION.
 AY0335
 AY0335                          STATION RECOVERY (1988)
 AY0335
 AY0335'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0335'RECOVERED IN GOOD CONDITION.
 AY0335
 AY0335                          STATION RECOVERY (1995)
 AY0335
 AY0335'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0334 ***********************************************************************
 AY0334  DESIGNATION -  KIRBY SW BASE AZ MK
 AY0334  PID         -  AY0334
 AY0334  STATE/COUNTY-  TX/BEXAR
 AY0334  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0334
 AY0334                         *CURRENT SURVEY CONTROL
 AY0334  ___________________________________________________________________
 AY0334* NAD 83(1986)-  29 28 20.     (N)    098 23 11.     (W)     SCALED    
 AY0334* NAVD 88     -       213.438  (meters)     700.25   (feet)  POSTED    
 AY0334  ___________________________________________________________________
 AY0334  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0334  DYNAMIC HT  -         213.130 (meters)     699.24  (feet)  COMP
 AY0334  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY0334
 AY0334  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0334
 AY0334.The horizontal coordinates were scaled from a topographic map and have
 AY0334.an estimated accuracy of +/- 6 seconds.
 AY0334
 AY0334.The orthometric height was determined by differential leveling
 AY0334.and adjusted by the National Geodetic Survey in 1992..
 AY0334.No vertical observational check was made to the station.
 AY0334.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0334.was located on a no-check spur therefore a value was not computed.
 AY0334
 AY0334.The geoid height was determined by GEOID03.
 AY0334
 AY0334.The dynamic height is computed by dividing the NAVD 88
 AY0334.geopotential number by the normal gravity value computed on the
 AY0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0334.degrees latitude (g = 980.6199 gals.).
 AY0334
 AY0334.The modeled gravity was interpolated from observed gravity values.
 AY0334
 AY0334;                    North         East    Units  Estimated Accuracy
 AY0334;SPC TXSC     - 4,181,790.      659,510.      MT  (+/- 180 meters Scaled)
 AY0334
 AY0334                          SUPERSEDED SURVEY CONTROL
 AY0334
 AY0334  NGVD 29 (??/??/92)  213.336  (m)          699.92   (f) ADJ UNCH    1 2
 AY0334
 AY0334.Superseded values are not recommended for survey control.
 AY0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0334.See file dsdata.txt to determine how the superseded data were derived.
 AY0334
 AY0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT594604(NAD 83)
 AY0334_MARKER: DZ = AZIMUTH MARK DISK
 AY0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0334_STAMPING: KIRBY S W BASE 1952
 AY0334_MARK LOGO: CGS   
 AY0334_PROJECTION: PROJECTING 23 CENTIMETERS
 AY0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0334+STABILITY: SURFACE MOTION
 AY0334
 AY0334  HISTORY     - Date     Condition        Report By
 AY0334  HISTORY     - 1952     MONUMENTED       CGS
 AY0334  HISTORY     - 1953     GOOD             NGS
 AY0334  HISTORY     - 1980     GOOD             NGS
 AY0334  HISTORY     - 19870114 MARK NOT FOUND   USGS
 AY0334  HISTORY     - 1988     GOOD             USPSQD
 AY0334  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0334
 AY0334                          STATION DESCRIPTION
 AY0334
 AY0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0334'0.3 MI SW FROM KIRBY.
 AY0334'0.3 MILE SOUTHWEST ALONG FARM ROAD 78 FROM ITS JUNCTION WITH ACKERMAN
 AY0334'ROAD AND GIBBS SPRAWL ROAD AT KIRBY, 35 FEET SOUTHWEST OF THE CENTER
 AY0334'LINE OF A PRIVATE DRIVEWAY, 34 FEET NORTHWEST OF THE CENTER LINE OF
 AY0334'THE FARM ROAD, 2 FEET SOUTHWEST OF A POWER POLE, 2 FEET NORTHEAST OF A
 AY0334'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 AY0334'FOOT ABOVE THE GROUND.
 AY0334
 AY0334                          STATION RECOVERY (1980)
 AY0334
 AY0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0334'0.55 KM (0.35 MI) SOUTHWEST ALONG SEGUIN ROAD FROM THE JUNCTION OF
 AY0334'ACKERMAN ROAD IN KIRBY, AT THE KIRBY JUNIOR HIGH SCHOOL, 10.4 METERS
 AY0334'(34.0 FT) NORTHWEST OF THE CENTERLINE OF SEGUIN ROAD, 1.1 METERS
 AY0334'(3.5 FT) NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, 31.4 METERS
 AY0334'(103 FT) EAST-NORTHEAST OF AN ASPHALT DRIVE, 16.8 METERS (55.0 FT)
 AY0334'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A PARKING LOT. MARK WAS
 AY0334'FOUND TO BE SLIGHTLY TILTED TO THE WEST BUT APPEARS TO BE STABLE.
 AY0334'NOTE-NOT LEVELED TO THIS SURVEY, OFF MAIN LEVEL LINE.
 AY0334'THE MARK IS 0.3 M ABOVE SEGUIN ROAD.
 AY0334
 AY0334                          STATION RECOVERY (1987)
 AY0334
 AY0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RV)
 AY0334'MARK NOT FOUND.
 AY0334
 AY0334                          STATION RECOVERY (1988)
 AY0334
 AY0334'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0334'RECOVERED IN GOOD CONDITION.
 AY0334
 AY0334                          STATION RECOVERY (1995)
 AY0334
 AY0334'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0336 ***********************************************************************
 AY0336  DESIGNATION -  KIRBY SW BASE RM 1
 AY0336  PID         -  AY0336
 AY0336  STATE/COUNTY-  TX/BEXAR
 AY0336  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0336
 AY0336                         *CURRENT SURVEY CONTROL
 AY0336  ___________________________________________________________________
 AY0336* NAD 83(1986)-  29 28 04.     (N)    098 23 31.     (W)     SCALED    
 AY0336* NAVD 88     -       212.978  (meters)     698.75   (feet)  POSTED    
 AY0336  ___________________________________________________________________
 AY0336  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0336  DYNAMIC HT  -         212.670 (meters)     697.73  (feet)  COMP
 AY0336  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY0336
 AY0336  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0336
 AY0336.The horizontal coordinates were scaled from a topographic map and have
 AY0336.an estimated accuracy of +/- 6 seconds.
 AY0336
 AY0336.The orthometric height was determined by differential leveling
 AY0336.and adjusted by the National Geodetic Survey in 1992..
 AY0336.No vertical observational check was made to the station.
 AY0336.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0336.was located on a no-check spur therefore a value was not computed.
 AY0336
 AY0336.The geoid height was determined by GEOID03.
 AY0336
 AY0336.The dynamic height is computed by dividing the NAVD 88
 AY0336.geopotential number by the normal gravity value computed on the
 AY0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0336.degrees latitude (g = 980.6199 gals.).
 AY0336
 AY0336.The modeled gravity was interpolated from observed gravity values.
 AY0336
 AY0336;                    North         East    Units  Estimated Accuracy
 AY0336;SPC TXSC     - 4,181,290.      658,970.      MT  (+/- 180 meters Scaled)
 AY0336
 AY0336                          SUPERSEDED SURVEY CONTROL
 AY0336
 AY0336  NGVD 29 (??/??/92)  212.875  (m)          698.41   (f) ADJ UNCH    1 2
 AY0336
 AY0336.Superseded values are not recommended for survey control.
 AY0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0336.See file dsdata.txt to determine how the superseded data were derived.
 AY0336
 AY0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT589599(NAD 83)
 AY0336_MARKER: DR = REFERENCE MARK DISK
 AY0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0336_STAMPING: KIRBY NO 1 1952 S W BASE
 AY0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0336+STABILITY: SURFACE MOTION
 AY0336
 AY0336  HISTORY     - Date     Condition        Report By
 AY0336  HISTORY     - 1952     MONUMENTED       CGS
 AY0336  HISTORY     - 1953     GOOD             NGS
 AY0336  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0336  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0336  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0336
 AY0336                          STATION DESCRIPTION
 AY0336
 AY0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0336'0.9 MI SW FROM KIRBY.
 AY0336'0.8 MILE SOUTHWEST ALONG FARM ROAD 78 FROM ITS JUNCTION WITH GIBBS
 AY0336'SPRAWL ROAD AND ACKERMAN ROAD AT KIRBY, THENCE 0.1 MILE NORTH ALONG A
 AY0336'GRAVELED ROAD, AT THE CROSSING OF THE TEXAS AND NEW ORLEANS RAILROAD,
 AY0336'168 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 101.0 FEET SOUTHEAST OF
 AY0336'TRIANGULATION STATION KIRBY S.W. BASE 1952, 11 FEET WEST OF THE CENTER
 AY0336'LINE OF THE ROAD, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 AY0336'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AY0336
 AY0336                          STATION RECOVERY (1980)
 AY0336
 AY0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0336'SEARCHED FOR, NOT RECOVERED.
 AY0336
 AY0336                          STATION RECOVERY (1988)
 AY0336
 AY0336'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0336'MARK NOT FOUND.
 AY0336
 AY0336                          STATION RECOVERY (1995)
 AY0336
 AY0336'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0337 ***********************************************************************
 AY0337  DESIGNATION -  KIRBY SW BASE RM 2
 AY0337  PID         -  AY0337
 AY0337  STATE/COUNTY-  TX/BEXAR
 AY0337  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0337
 AY0337                         *CURRENT SURVEY CONTROL
 AY0337  ___________________________________________________________________
 AY0337* NAD 83(1986)-  29 28 04.     (N)    098 23 33.     (W)     SCALED    
 AY0337* NAVD 88     -       212.880  (meters)     698.42   (feet)  POSTED    
 AY0337  ___________________________________________________________________
 AY0337  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 AY0337  DYNAMIC HT  -         212.570 (meters)     697.41  (feet)  COMP
 AY0337  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY0337
 AY0337  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AY0337
 AY0337.The horizontal coordinates were scaled from a topographic map and have
 AY0337.an estimated accuracy of +/- 6 seconds.
 AY0337
 AY0337.The orthometric height was determined by differential leveling
 AY0337.and adjusted by the National Geodetic Survey in 1992..
 AY0337.No vertical observational check was made to the station.
 AY0337.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AY0337.was located on a no-check spur therefore a value was not computed.
 AY0337
 AY0337.The geoid height was determined by GEOID03.
 AY0337
 AY0337.The dynamic height is computed by dividing the NAVD 88
 AY0337.geopotential number by the normal gravity value computed on the
 AY0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0337.degrees latitude (g = 980.6199 gals.).
 AY0337
 AY0337.The modeled gravity was interpolated from observed gravity values.
 AY0337
 AY0337;                    North         East    Units  Estimated Accuracy
 AY0337;SPC TXSC     - 4,181,290.      658,920.      MT  (+/- 180 meters Scaled)
 AY0337
 AY0337                          SUPERSEDED SURVEY CONTROL
 AY0337
 AY0337  NGVD 29 (??/??/92)  212.777  (m)          698.09   (f) ADJ UNCH    1 2
 AY0337
 AY0337.Superseded values are not recommended for survey control.
 AY0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0337.See file dsdata.txt to determine how the superseded data were derived.
 AY0337
 AY0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT589599(NAD 83)
 AY0337_MARKER: DR = REFERENCE MARK DISK
 AY0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0337_STAMPING: KIRBY S W BASE NO 2 1952
 AY0337_MARK LOGO: CGS   
 AY0337_PROJECTION: PROJECTING 13 CENTIMETERS
 AY0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0337+STABILITY: SURFACE MOTION
 AY0337
 AY0337  HISTORY     - Date     Condition        Report By
 AY0337  HISTORY     - 1952     MONUMENTED       CGS
 AY0337  HISTORY     - 1953     GOOD             NGS
 AY0337  HISTORY     - 1980     GOOD             NGS
 AY0337  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0337  HISTORY     - 19950331 MARK NOT FOUND   USPSQD
 AY0337
 AY0337                          STATION DESCRIPTION
 AY0337
 AY0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0337'0.9 MI SW FROM KIRBY.
 AY0337'0.8 MILE SOUTHWEST ALONG FARM ROAD 78 FROM ITS JUNCTION WITH GIBBS
 AY0337'SPRAWL ROAD AND ACKERMAN ROAD AT KIRBY, THENCE 0.1 MILE NORTH ALONG A
 AY0337'GRAVELED ROAD, AT THE CROSSING OF THE TEXAS AND NEW ORLEANS RAILROAD,
 AY0337'79.5 FEET SOUTHWEST OF TRIANGULATION STATION KIRBY S.W. BASE 1952, 52
 AY0337'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 21.6 FEET NORTHWEST OF A FENCE,
 AY0337'1 FOOT EAST OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST
 AY0337'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0337
 AY0337                          STATION RECOVERY (1980)
 AY0337
 AY0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0337'1.3 KM (0.8 MI) SOUTHWEST ALONG SEGUIN ROAD FROM THE JUNCTION OF
 AY0337'ACKERMAN ROAD IN KIRBY, AT THE JUNCTION OF MACRAE LANE, 25.3 METERS
 AY0337'(83.0 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 51.6 METERS
 AY0337'(170 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF THE LANE, 11.3 METERS
 AY0337'(37.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC
 AY0337'RAILROAD, 24.2 METERS (79.4 FT) WEST-SOUTHWEST OF TRIANGULATION
 AY0337'STATION KIRBY SW BASE.  NOTE-NOT LEVELED TO THIS SURVEY, OFF MAIN
 AY0337'LEVEL LINE.
 AY0337'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 AY0337'THE MARK IS 0.2 M BELOW THE ROAD.
 AY0337
 AY0337                          STATION RECOVERY (1988)
 AY0337
 AY0337'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0337'MARK NOT FOUND.
 AY0337
 AY0337                          STATION RECOVERY (1995)
 AY0337
 AY0337'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0605 ***********************************************************************
 AZ0605  DESIGNATION -  KIRCH
 AZ0605  PID         -  AZ0605
 AZ0605  STATE/COUNTY-  TX/UVALDE
 AZ0605  USGS QUAD   -  CLINE (1974)
 AZ0605
 AZ0605                         *CURRENT SURVEY CONTROL
 AZ0605  ___________________________________________________________________
 AZ0605* NAD 83(1993)-  29 14 18.21306(N)    100 02 55.40063(W)     ADJUSTED  
 AZ0605* NAVD 88     -       315.5    (meters)    1035.     (feet)  VERTCON   
 AZ0605  ___________________________________________________________________
 AZ0605  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AZ0605  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0605
 AZ0605  HORZ ORDER  -  FIRST
 AZ0605
 AZ0605.The horizontal coordinates were established by classical geodetic methods
 AZ0605.and adjusted by the National Geodetic Survey in February 1996..
 AZ0605
 AZ0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 AZ0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AZ0605
 AZ0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0605
 AZ0605.The geoid height was determined by GEOID03.
 AZ0605
 AZ0605;                    North         East     Units Scale Factor Converg.
 AZ0605;SPC TXSC     - 4,156,174.769   498,064.150   MT  0.99986465   -0 30 49.6
 AZ0605;SPC TXSC     -13,635,716.72  1,634,065.47   sFT  0.99986465   -0 30 49.6
 AZ0605;UTM  14      - 3,234,853.534   398,086.768   MT  0.99972816   -0 30 44.2
 AZ0605
 AZ0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0605!SPC TXSC     -   0.99995402  x   0.99986465  =   0.99981867
 AZ0605!UTM  14      -   0.99995402  x   0.99972816  =   0.99968219
 AZ0605
 AZ0605:                Primary Azimuth Mark                     Grid Az
 AZ0605:SPC TXSC     -  KIRCH AZ MK                              104 02 16.3
 AZ0605:UTM  14      -  KIRCH AZ MK                              104 02 10.9
 AZ0605
 AZ0605|---------------------------------------------------------------------|
 AZ0605| PID    Reference Object                     Distance      Geod. Az  |
 AZ0605|                                                           dddmmss.s |
 AZ0605| CV5387 KIRCH AZ MK                                        1033126.7 |
 AZ0605| CV5388 KIRCH RM 1                           11.934 METERS 14402     |
 AZ0605| CV5389 KIRCH RM 2                           14.531 METERS 23925     |
 AZ0605| AZ0606 CLINE MICROWAVE                     APPROX. 3.5 KM 2755139.8 |
 AZ0605|---------------------------------------------------------------------|
 AZ0605
 AZ0605                          SUPERSEDED SURVEY CONTROL
 AZ0605
 AZ0605  NAD 83(1986)-  29 14 18.20966(N)    100 02 55.38146(W) AD(       ) 1
 AZ0605  NAD 27      -  29 14 17.35319(N)    100 02 54.14771(W) AD(       ) 1
 AZ0605  NGVD 29 (07/19/86)  315.4    (m)         1035.     (f) VERT ANG       
 AZ0605
 AZ0605.Superseded values are not recommended for survey control.
 AZ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0605.See file dsdata.txt to determine how the superseded data were derived.
 AZ0605
 AZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT9808734854(NAD 83)
 AZ0605_MARKER: DS = TRIANGULATION STATION DISK
 AZ0605_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0605_SP_SET: CONCRETE IN BEDROCK DEPRESSION
 AZ0605
 AZ0605  HISTORY     - Date     Condition        Report By
 AZ0605  HISTORY     - 1972     MONUMENTED       NGS
 AZ0605
 AZ0605                          STATION DESCRIPTION
 AZ0605
 AZ0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AZ0605'THE STATION IS ABOUT 15.5 MILES WEST AND 2 MILES NORTH OF UVALDE,
 AZ0605'2.0 MILES EAST OF THE SMALL SETTLEMENT OF CLINE AND ON THE NORTH
 AZ0605'RIGHT-OF-WAY OF U.S. HIGHWAY 90.
 AZ0605'
 AZ0605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND 83 IN
 AZ0605'UVALDE, GO WEST-SOUTHWEST AND WEST ON HIGHWAY 90 FOR 5.75 MILES TO A
 AZ0605'BRIDGE OVER THE NUECES RIVER.  CONTINUE WEST AND WEST-NORTHWEST ON
 AZ0605'THE HIGHWAY FOR 7.45 MILES TO THE JUNCTION OF FARM ROAD 1022.
 AZ0605'CONTINUE WEST-NORTHWEST ON THE HIGHWAY FOR 1.5 MILES TO THE
 AZ0605'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST-NORTHWEST ON THE HIGHWAY FOR
 AZ0605'0.65 MILE TO THE STATION ON THE RIGHT.
 AZ0605'
 AZ0605'THE STATION MARK IS A STANDARD DISK, STAMPED KIRCH 1972, CEMENTED
 AZ0605'IN A DRILL HOLE IN A DEPRESSION IN BEDROCK THAT IS FLUSH WITH THE
 AZ0605'GROUND.  IT IS 65.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AZ0605'8.5 FEET SOUTHWEST OF A WITNESS POST AND 5.9 FEET SOUTH OF A FENCE.
 AZ0605'
 AZ0605'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KIRCH NO 1 1972,
 AZ0605'CEMENTED IN A DRILL HOLE IN A DEPRESSION IN BEDROCK, THAT IS FLUSH
 AZ0605'WITH THE GROUND.  IT IS 39.6 FEET SOUTHEAST OF THE WITNESS POST,
 AZ0605'37.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 32.5 FEET
 AZ0605'SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 AZ0605'
 AZ0605'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KIRCH NO 2 1972,
 AZ0605'CEMENTED IN A DRILL HOLE IN A DEPRESSION IN BEDROCK, THAT IS FLUSH
 AZ0605'WITH THE GROUND.  IT IS 56.0 FEET SOUTHWEST OF THE WITNESS POST,
 AZ0605'38.0 FEET SOUTH OF THE FENCE, 32.5 FEET NORTH OF THE CENTERLINE OF
 AZ0605'THE HIGHWAY AND ABOUT THE SAME ELEVATION AS THE STATION.
 AZ0605'
 AZ0605'AZIMUTH MARK IS A STANDARD DISK, STAMPED KIRCH 1972, CEMENTED IN A
 AZ0605'DRILL HOLE IN BEDROCK, THAT IS FLUSH WITH THE GROUND.  IT IS 43.5
 AZ0605'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 26.6 FEET NORTH OF A
 AZ0605'WITNESS POST AND A FENCE, 16.8 FEET SOUTH OF THE EDGE OF A CUT
 AZ0605'BANK AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
 AZ0605'
 AZ0605'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0572 ***********************************************************************
 EN0572  DESIGNATION -  KIRKLAND
 EN0572  PID         -  EN0572
 EN0572  STATE/COUNTY-  TX/CHILDRESS
 EN0572  USGS QUAD   -  KIRKLAND NORTH (1981)
 EN0572
 EN0572                         *CURRENT SURVEY CONTROL
 EN0572  ___________________________________________________________________
 EN0572* NAD 83(1986)-  34 23 01.     (N)    100 04 27.     (W)     SCALED    
 EN0572* NAVD 88     -       526.162  (meters)    1726.25   (feet)  ADJUSTED  
 EN0572  ___________________________________________________________________
 EN0572  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EN0572  DYNAMIC HT  -         525.565 (meters)    1724.29  (feet)  COMP
 EN0572  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 EN0572
 EN0572  VERT ORDER  -  FIRST     CLASS II
 EN0572
 EN0572.The horizontal coordinates were scaled from a topographic map and have
 EN0572.an estimated accuracy of +/- 6 seconds.
 EN0572
 EN0572.The orthometric height was determined by differential leveling
 EN0572.and adjusted by the National Geodetic Survey in June 1991..
 EN0572
 EN0572.The geoid height was determined by GEOID03.
 EN0572
 EN0572.The dynamic height is computed by dividing the NAVD 88
 EN0572.geopotential number by the normal gravity value computed on the
 EN0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0572.degrees latitude (g = 980.6199 gals.).
 EN0572
 EN0572.The modeled gravity was interpolated from observed gravity values.
 EN0572
 EN0572;                    North         East    Units  Estimated Accuracy
 EN0572;SPC TX N     - 1,043,500.      331,140.      MT  (+/- 180 meters Scaled)
 EN0572
 EN0572                          SUPERSEDED SURVEY CONTROL
 EN0572
 EN0572.No superseded survey control is available for this station.
 EN0572
 EN0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD012052(NAD 83)
 EN0572_MARKER: DS = TRIANGULATION STATION DISK
 EN0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0572_SP_SET: CONCRETE POST
 EN0572_STAMPING: KIRKLAND 1967
 EN0572_MARK LOGO: CGS   
 EN0572_PROJECTION: PROJECTING 5 CENTIMETERS
 EN0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0572+STABILITY: SURFACE MOTION
 EN0572
 EN0572  HISTORY     - Date     Condition        Report By
 EN0572  HISTORY     - 1967     MONUMENTED       CGS
 EN0572  HISTORY     - 1985     GOOD             NGS
 EN0572
 EN0572                          STATION DESCRIPTION
 EN0572
 EN0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EN0572'15.1 KM (9.4 MI) SE FROM CHILDRESS.
 EN0572'15.1 KM (9.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0572'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 34.2 M (112.2 FT)
 EN0572'NORTHWEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 24.3 M (79.7 FT)
 EN0572'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 EN0572'HIGHWAY, AND 15.5 M (50.9 FT) NORTHEAST OF THE NEAR RAIL OF THE
 EN0572'BURLINGTON NORTHERN RAILROAD.
 EN0572'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0676 ***********************************************************************
 EN0676  DESIGNATION -  KIRKLAND
 EN0676  PID         -  EN0676
 EN0676  STATE/COUNTY-  TX/CHILDRESS
 EN0676  USGS QUAD   -  KIRKLAND NORTH (1981)
 EN0676
 EN0676                         *CURRENT SURVEY CONTROL
 EN0676  ___________________________________________________________________
 EN0676* NAD 83(1993)-  34 23 01.44887(N)    100 04 27.55552(W)     ADJUSTED  
 EN0676* NAVD 88     -       525.     (meters)    1722.     (feet)  SCALED    
 EN0676  ___________________________________________________________________
 EN0676  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 EN0676  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EN0676
 EN0676  HORZ ORDER  -  FIRST
 EN0676
 EN0676.The horizontal coordinates were established by classical geodetic methods
 EN0676.and adjusted by the National Geodetic Survey in February 1996..
 EN0676
 EN0676.The orthometric height was scaled from a topographic map.
 EN0676
 EN0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0676
 EN0676.The geoid height was determined by GEOID03.
 EN0676
 EN0676;                    North         East     Units Scale Factor Converg.
 EN0676;SPC TX N     - 1,043,517.588   331,120.779   MT  1.00007235   +0 49 34.4
 EN0676;SPC TX N     - 3,423,607.29  1,086,352.09   sFT  1.00007235   +0 49 34.4
 EN0676;UTM  14      - 3,805,228.121   401,235.018   MT  0.99972024   -0 36 24.3
 EN0676
 EN0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0676!SPC TX N     -   0.99992201  x   1.00007235  =   0.99999435
 EN0676!UTM  14      -   0.99992201  x   0.99972024  =   0.99964227
 EN0676
 EN0676:                Primary Azimuth Mark                     Grid Az
 EN0676:SPC TX N     -  KIRKLAND RAD STA KLB 327 MAST            117 02 13.1
 EN0676:UTM  14      -  KIRKLAND RAD STA KLB 327 MAST            118 28 11.8
 EN0676
 EN0676|---------------------------------------------------------------------|
 EN0676| PID    Reference Object                     Distance      Geod. Az  |
 EN0676|                                                           dddmmss.s |
 EN0676| EN0674 KIRKLAND RAD STA KLB 327 MAST       APPROX. 1.2 KM 1175147.5 |
 EN0676| CX8463 KIRKLAND RM 1                        10.505 METERS 16338     |
 EN0676| CX8464 KIRKLAND RM 2                        13.879 METERS 24220     |
 EN0676| CX8462 KIRKLAND AZ MK                                     2840250.4 |
 EN0676| EN0682 CHILDRESS G L OIL CO DERRICK        APPROX. 9.1 KM 2905435.3 |
 EN0676| EN0690 CHILDRESS MUN TANK                  APPROX.14.2 KM 2945211.2 |
 EN0676|---------------------------------------------------------------------|
 EN0676
 EN0676                          SUPERSEDED SURVEY CONTROL
 EN0676
 EN0676  NAD 83(1993)-  34 23 01.44911(N)    100 04 27.55548(W) AD(       ) 1
 EN0676  NAD 83(1986)-  34 23 01.45437(N)    100 04 27.54770(W) AD(       ) 1
 EN0676  NAD 27      -  34 23 01.21663(N)    100 04 26.15903(W) AD(       ) 1
 EN0676
 EN0676.Superseded values are not recommended for survey control.
 EN0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0676.See file dsdata.txt to determine how the superseded data were derived.
 EN0676
 EN0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0123505228(NAD 83)
 EN0676_MARKER: DS = TRIANGULATION STATION DISK
 EN0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EN0676
 EN0676  HISTORY     - Date     Condition        Report By
 EN0676  HISTORY     - 1967     MONUMENTED       CGS
 EN0676
 EN0676                          STATION DESCRIPTION
 EN0676
 EN0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0676'THE STATION IS ABOUT 8 MILES EAST-SOUTHEAST OF CHILDRESS AND 3/4 MILE
 EN0676'WEST-NORTHWEST OF KIRKLAND.  ON THE SOUTH RIGHT OF WAY OF U.S.
 EN0676'HIGHWAY 287.
 EN0676'
 EN0676'TO REACH THE STATION FROM THE COURTHOUSE IN CHILDRESS, GO
 EN0676'EAST-SOUTHEAST ON U.S. HIGHWAY 287 FOR 6.8 MILES TO FARM ROAD 2638.
 EN0676'(TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT ON FARM ROAD
 EN0676'2638 FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT).  CONTINUE
 EN0676'EAST-SOUTHEAST ON U.S. HIGHWAY 287 FOR 1.0 MILE TO THE STATION ON
 EN0676'THE RIGHT.
 EN0676'
 EN0676'THE STATION MARK IS A STANDARD DISK, STAMPED KIRKLAND 1967, SET IN
 EN0676'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EN0676'FLUSH WITH THE GROUND SURFACE.  IT IS 115.0 FEET WEST OF A GRADED
 EN0676'ROAD, 78.7 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 287,
 EN0676'51.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 42.5 FEET
 EN0676'WEST-SOUTHWEST OF A HIGH PRESSURE WATER LINE VALVE, WHICH IS OWNED
 EN0676'AND MAINTAINED BY THE GREENBELT MUNICIPAL AND INDUSTRIAL WATER
 EN0676'AUTHORITY AND 3.2 FEET SOUTH OF THE WITNESS POST.  THE UNDERGROUND
 EN0676'MARK IS 36 INCHES BELOW THE SURFACE OF THE GROUND.
 EN0676'
 EN0676'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KIRKLAND NO 1 1967, SET
 EN0676'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0676'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 109.2 FEET SOUTH OF U.S.
 EN0676'HIGHWAY 287, 100.0 FEET WEST OF THE CENTERLINE OF THE GRADED ROAD,
 EN0676'50.5 FEET SOUTH-SOUTHWEST OF THE VALVE, 36.4 FEET SOUTH-SOUTHEAST
 EN0676'OF THE WITNESS POST, 22.0 FEET NORTH OF THE NORTH RAIL OF THE
 EN0676'RAILROAD TRACKS AND IS ABOUT 1.0 FEET HIGHER IN ELEVATION THAN THE
 EN0676'STATION.
 EN0676'
 EN0676'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KIRKLAND NO 2 1967, SET
 EN0676'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EN0676'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 155.0 FEET WEST OF THE
 EN0676'GRADED ROAD, 111.1 FEET SOUTH OF U.S. HIGHWAY 287, 87.0 FEET
 EN0676'WEST-SOUTHWEST OF THE VALVE, 47.0 FEET SOUTHWEST OF THE WITNESS
 EN0676'POST, 20.6 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS AND
 EN0676'IS ABOUT 1.0 FEET HIGHER IN ELEVATION THAN THE STATION.
 EN0676'
 EN0676'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KIRKLAND 1967, CEMENTED
 EN0676'IN A DRILL HOLE IN THE TOP OF A 2.3 FOOT SQUARE CONCRETE BASE FOR
 EN0676'A RAILROAD CROSSING SIGN, THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 EN0676'IT IS 60.5 FEET EAST OF A TELEPHONE LINE POLE, 23.6 FEET SOUTH OF
 EN0676'THE SOUTH RAIL OF THE RAILROAD TRACKS AND 17.0 FEET EAST OF THE
 EN0676'CENTERLINE OF FARM ROAD 2638.  THE RAILROAD SIGN WILL SERVE AS A
 EN0676'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0674 ***********************************************************************
 EN0674  DESIGNATION -  KIRKLAND RAD STA KLB 327 MAST
 EN0674  PID         -  EN0674
 EN0674  STATE/COUNTY-  TX/CHILDRESS
 EN0674  USGS QUAD   -  KIRKLAND NORTH (1981)
 EN0674
 EN0674                         *CURRENT SURVEY CONTROL
 EN0674  ___________________________________________________________________
 EN0674* NAD 83(1993)-  34 22 43.25504(N)    100 03 46.05098(W)     ADJUSTED  
 EN0674* NAVD 88     -                                                        
 EN0674  ___________________________________________________________________
 EN0674  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 EN0674  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EN0674
 EN0674  HORZ ORDER  -  THIRD
 EN0674
 EN0674.The horizontal coordinates were established by classical geodetic methods
 EN0674.and adjusted by the National Geodetic Survey in February 1996..
 EN0674
 EN0674
 EN0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0674
 EN0674.The geoid height was determined by GEOID03.
 EN0674
 EN0674;                    North         East     Units Scale Factor Converg.
 EN0674;SPC TX N     - 1,042,972.340   332,189.189   MT  1.00007393   +0 49 58.5
 EN0674;SPC TX N     - 3,421,818.42  1,089,857.36   sFT  1.00007393   +0 49 58.5
 EN0674;UTM  14      - 3,804,656.526   402,289.084   MT  0.99971768   -0 36 00.6
 EN0674
 EN0674                          SUPERSEDED SURVEY CONTROL
 EN0674
 EN0674  NAD 83(1993)-  34 22 43.25529(N)    100 03 46.05098(W) AD(       ) 4
 EN0674  NAD 83(1986)-  34 22 43.26059(N)    100 03 46.04305(W) AD(       ) 4
 EN0674  NAD 27      -  34 22 43.01809(N)    100 03 44.64672(W) AD(       ) 3
 EN0674
 EN0674.Superseded values are not recommended for survey control.
 EN0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0674.See file dsdata.txt to determine how the superseded data were derived.
 EN0674
 EN0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD0228904657(NAD 83)
 EN0674_MARKER: 42 = RADIO/TV MAST
 EN0674
 EN0674  HISTORY     - Date     Condition        Report By
 EN0674  HISTORY     - 1967     FIRST OBSERVED   CGS
 EN0674  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 EN0674
 EN0674                          STATION DESCRIPTION
 EN0674
 EN0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 EN0674'THE STATION IS THE CENTER OF THE TOP OF A 120 FOOT HIGH STEEL MAST,
 EN0674'LOCATED 0.25 MILE SOUTH OF U. S. HIGHWAY 287 AND 0.05 MILE SOUTH OF
 EN0674'THE KIRKLAND POST OFFICE.
 EN0674
 EN0674                          STATION RECOVERY (2004)
 EN0674
 EN0674'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 EN0674'MARK NOT FOUND.  POST OFFICE WAS CLOSED AND TANK DEMOLISHED ACCORDING
 EN0674'TO A LOCAL RESIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3350 ***********************************************************************
 BK3350  PACS        -  This is a Primary Airport Control Station.
 BK3350  DESIGNATION -  KIRPORT
 BK3350  PID         -  BK3350
 BK3350  STATE/COUNTY-  TX/JASPER
 BK3350  USGS QUAD   -  KIRBYVILLE (1984)
 BK3350
 BK3350                         *CURRENT SURVEY CONTROL
 BK3350  ___________________________________________________________________
 BK3350* NAD 83(1993)-  30 38 44.85503(N)    093 54 49.44781(W)     ADJUSTED  
 BK3350* NAVD 88     -        35.50   (meters)     116.5    (feet)  GPS OBS   
 BK3350  ___________________________________________________________________
 BK3350  X           -    -374,861.645 (meters)                     COMP
 BK3350  Y           -  -5,479,311.226 (meters)                     COMP
 BK3350  Z           -   3,232,174.575 (meters)                     COMP
 BK3350  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 BK3350  ELLIP HEIGHT-           7.90  (meters)          (10/24/00) GPS OBS
 BK3350  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BK3350
 BK3350  HORZ ORDER  -  B
 BK3350  ELLP ORDER  -  FOURTH    CLASS II
 BK3350
 BK3350.This mark is at Kirbyville (T12) Airport (T12)
 BK3350
 BK3350.The horizontal coordinates were established by GPS observations
 BK3350.and adjusted by the National Geodetic Survey in February 1996..
 BK3350
 BK3350.The orthometric height was determined by GPS observations and a
 BK3350.high-resolution geoid model.
 BK3350
 BK3350.GPS derived orthometric heights for airport stations designated as
 BK3350.PACS or SACS are published to 2 decimal places.  This maintains
 BK3350.centimeter relative accuracy between the PACS and SACS.  It does
 BK3350.not indicate centimeter accuracy relative to other marks which are
 BK3350.part of the NAVD 88 network.
 BK3350
 BK3350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3350
 BK3350.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3350
 BK3350.The ellipsoidal height was determined by GPS observations
 BK3350.and is referenced to NAD 83.
 BK3350
 BK3350.The geoid height was determined by GEOID03.
 BK3350
 BK3350;                    North         East     Units Scale Factor Converg.
 BK3350;SPC TX C     - 3,126,290.298 1,314,950.943   MT  0.99990088   +3 18 23.3
 BK3350;SPC TX C     -10,256,837.42  4,314,134.89   sFT  0.99990088   +3 18 23.3
 BK3350;UTM  15      - 3,390,703.864   412,446.716   MT  0.99969456   -0 27 56.8
 BK3350
 BK3350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3350!SPC TX C     -   0.99999876  x   0.99990088  =   0.99989964
 BK3350!UTM  15      -   0.99999876  x   0.99969456  =   0.99969332
 BK3350
 BK3350|---------------------------------------------------------------------|
 BK3350| PID    Reference Object                     Distance      Geod. Az  |
 BK3350|                                                           dddmmss.s |
 BK3350| AC8289 T12 A                               362.548 METERS 13813     |
 BK3350| BK3351 KIRPORT AZ MK                       APPROX. 0.7 KM 3130322.5 |
 BK3350|---------------------------------------------------------------------|
 BK3350
 BK3350                          SUPERSEDED SURVEY CONTROL
 BK3350
 BK3350  ELLIP H (02/20/96)    8.04   (m)                       GP(       ) 3 2
 BK3350  NAD 83(1993)-  30 38 44.85586(N)    093 54 49.44704(W) AD(       ) 3
 BK3350  ELLIP H (02/16/96)    8.01   (m)                       GP(       ) 5 1
 BK3350  NAD 83(1993)-  30 38 44.86071(N)    093 54 49.44271(W) AD(       ) 3
 BK3350  NAD 83(1986)-  30 38 44.87369(N)    093 54 49.43456(W) AD(       ) 3
 BK3350  NAD 27      -  30 38 44.15392(N)    093 54 48.78129(W) AD(       ) 3
 BK3350  NGVD 29 (12/08/88)   35.5    (m)          116.     (f) GPS OBS        
 BK3350
 BK3350.Superseded values are not recommended for survey control.
 BK3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3350.See file dsdata.txt to determine how the superseded data were derived.
 BK3350
 BK3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1244790704(NAD 83)
 BK3350_MARKER: I = METAL ROD
 BK3350_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK3350_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK3350_STAMPING: KIRPORT 1988
 BK3350_MARK LOGO: NGS   
 BK3350_PROJECTION: FLUSH
 BK3350_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK3350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3350+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1995
 BK3350_ROD/PIPE-DEPTH: 25.8 meters
 BK3350_SLEEVE-DEPTH  : 0.76 meters
 BK3350
 BK3350  HISTORY     - Date     Condition        Report By
 BK3350  HISTORY     - 1988     MONUMENTED       NGS
 BK3350  HISTORY     - 19950118 GOOD             NGS
 BK3350
 BK3350                          STATION DESCRIPTION
 BK3350
 BK3350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BK3350'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF KIRBYVILLE AT
 BK3350'THE KIRBYVILLE AIRPORT.  OWNERSHIP--JASPER COUNTY, TELEPHONE
 BK3350'409-423-5224.
 BK3350'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 96 AND FARM
 BK3350'ROAD 1013 IN KIRBYVILLE.  GO SOUTH ON U.S. HIGHWAY 96 FOR 2.3 KM
 BK3350'(1.45 MI) TO FARM ROAD 82 ON THE RIGHT.  TURN RIGHT AND GO WEST FOR
 BK3350'1.4 KM (0.85 MI) TO THE ENTRANCE ON THE THE RIGHT.  TURN RIGHT AND GO
 BK3350'FOR 0.2 KM (0.10 MI) TO A GATE, A KEY IS NEEDED.  PASS THRU THE GATE
 BK3350'AND GO FOR 0.2 KM (0.10 MI) TO THE RUNWAY.  TURN LEFT AND GO
 BK3350'NORTHWEST ALONG THE RUNWAY FOR 0.2 KM (0.10 MI) TO THE STATION, IN
 BK3350'THE WEST ANGLE OF THE RUNWAYS.
 BK3350'THE MARK IS SET 10.8 M (35.4 FT) SOUTHWEST OF THE CENTER OF THE
 BK3350'NORTHWEST-SOUTHEAST RUNWAY AND 9.7 M (31.8 FT) NORTHWEST OF THE
 BK3350'CENTER OF THE NORTHEAST-SOUTHWEST RUNWAY.
 BK3350'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BK3350'DESCRIBED BY B.L.L.
 BK3350
 BK3350                          STATION RECOVERY (1995)
 BK3350
 BK3350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JDR)
 BK3350'THE STATION IS LOCATED ABOUT 1.85 MI (2.98 KM) SOUTHWEST OF KIRBYVILLE
 BK3350'AT THE KIRBYVILLE AIRPORT.  OWNERSHIP--JASPER COUNTY.  FOR ACCESS TO
 BK3350'THE AIRPORT, CONTACT MR.  JAMES E.  SMITH, JASPER COUNTY COMMISSIONER,
 BK3350'PRECINCT 3, P.O.  BOX 381, KIRBYVILLE, TX.  75956. PHONE (409)
 BK3350'423-4791.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 96
 BK3350'AND FARM ROAD 1013 IN KIRBYVILLE, GO SOUTH ON U.S. HIGHWAY 96 FOR 1.45
 BK3350'MI (2.33 KM) TO FARM ROAD 82 ON THE RIGHT.  TURN RIGHT AND PROCEED
 BK3350'WEST FOR 0.85 MI (1.37 KM) TO THE ENTRANCE ON THE RIGHT.  TURN RIGHT
 BK3350'AND GO FOR 0.1 MI (0.2 KM) TO A LOCKED GATE (KEY MAY BE OBTAINED FROM
 BK3350'MR.  SMITH) .  PASS THROUGH THE GATE AND CONTINUE FOR 0.1 MI (0.2 KM)
 BK3350'TO THE RUNWAY.  TURN LEFT AND PROCEED NORTHWEST ALONG THE RUNWAY FOR
 BK3350'0.1 MI (0.2 KM) TO THE STATION IN THE WEST ANGLE OF THE RUNWAYS.  THE
 BK3350'STATION IS 10.8 M (35.4 FT) SOUTHWEST OF RUNWAY 13-31 AND 9.7 M (31.8
 BK3350'FT) NORTHWEST OF THE CENTER OF THE NORTHEAST-SOUTHWEST RUNWAY.  THIS
 BK3350'IS A PAC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK3351 ***********************************************************************
 BK3351  SACS        -  This is a Secondary Airport Control Station.
 BK3351  DESIGNATION -  KIRPORT AZ MK
 BK3351  PID         -  BK3351
 BK3351  STATE/COUNTY-  TX/JASPER
 BK3351  USGS QUAD   -  KIRBYVILLE (1984)
 BK3351
 BK3351                         *CURRENT SURVEY CONTROL
 BK3351  ___________________________________________________________________
 BK3351* NAD 83(1993)-  30 39 01.37072(N)    093 55 09.89293(W)     ADJUSTED  
 BK3351* NAVD 88     -        36.48   (meters)     119.7    (feet)  GPS OBS   
 BK3351  ___________________________________________________________________
 BK3351  X           -    -375,387.092 (meters)                     COMP
 BK3351  Y           -  -5,479,016.221 (meters)                     COMP
 BK3351  Z           -   3,232,612.637 (meters)                     COMP
 BK3351  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 BK3351  ELLIP HEIGHT-           8.88  (meters)          (03/15/01) GPS OBS
 BK3351  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BK3351
 BK3351  HORZ ORDER  -  FIRST
 BK3351  ELLP ORDER  -  FOURTH    CLASS I
 BK3351
 BK3351.This mark is at Kirbyville (T12) Airport (T12)
 BK3351
 BK3351.The horizontal coordinates were established by GPS observations
 BK3351.and adjusted by the National Geodetic Survey in May 1997..
 BK3351
 BK3351.The orthometric height was determined by GPS observations and a
 BK3351.high-resolution geoid model.
 BK3351
 BK3351.GPS derived orthometric heights for airport stations designated as
 BK3351.PACS or SACS are published to 2 decimal places.  This maintains
 BK3351.centimeter relative accuracy between the PACS and SACS.  It does
 BK3351.not indicate centimeter accuracy relative to other marks which are
 BK3351.part of the NAVD 88 network.
 BK3351
 BK3351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK3351
 BK3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK3351
 BK3351.The ellipsoidal height was determined by GPS observations
 BK3351.and is referenced to NAD 83.
 BK3351
 BK3351.The geoid height was determined by GEOID03.
 BK3351
 BK3351;                    North         East     Units Scale Factor Converg.
 BK3351;SPC TX C     - 3,126,766.628 1,314,378.214   MT  0.99990039   +3 18 12.8
 BK3351;SPC TX C     -10,258,400.18  4,312,255.86   sFT  0.99990039   +3 18 12.8
 BK3351;UTM  15      - 3,391,216.737   411,906.678   MT  0.99969573   -0 28 07.5
 BK3351
 BK3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3351!SPC TX C     -   0.99999861  x   0.99990039  =   0.99989900
 BK3351!UTM  15      -   0.99999861  x   0.99969573  =   0.99969434
 BK3351
 BK3351:                Primary Azimuth Mark                     Grid Az
 BK3351:SPC TX C     -  KIRPORT                                  129 44 59.3
 BK3351:UTM  15      -  KIRPORT                                  133 31 19.6
 BK3351
 BK3351|---------------------------------------------------------------------|
 BK3351| PID    Reference Object                     Distance      Geod. Az  |
 BK3351|                                                           dddmmss.s |
 BK3351| BK3350 KIRPORT                             APPROX. 0.7 KM 1330312.1 |
 BK3351|---------------------------------------------------------------------|
 BK3351
 BK3351                          SUPERSEDED SURVEY CONTROL
 BK3351
 BK3351  ELLIP H (05/06/97)    9.02   (m)                       GP(       ) 4 1
 BK3351  NAD 83(1993)-  30 39 01.37141(N)    093 55 09.89201(W) AD(       ) 3
 BK3351  ELLIP H (02/16/96)    9.00   (m)                       GP(       ) 5 1
 BK3351  NAD 83(1993)-  30 39 01.37627(N)    093 55 09.88767(W) AD(       ) 3
 BK3351  ELLIP H (01/21/93)    8.90   (m)                       GP(       ) 4 2
 BK3351  NAD 83(1986)-  30 39 01.38924(N)    093 55 09.87953(W) AD(       ) 3
 BK3351  NAD 27      -  30 39 00.66998(N)    093 55 09.22561(W) AD(       ) 3
 BK3351  NGVD 29 (12/08/88)   36.5    (m)          120.     (f) GPS OBS        
 BK3351
 BK3351.Superseded values are not recommended for survey control.
 BK3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK3351.See file dsdata.txt to determine how the superseded data were derived.
 BK3351
 BK3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP1190791217(NAD 83)
 BK3351_MARKER: I = METAL ROD
 BK3351_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK3351_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK3351_STAMPING: KIRPORT AZ MK 1988
 BK3351_MARK LOGO: NGS   
 BK3351_PROJECTION: FLUSH
 BK3351_MAGNETIC: I = MARKER IS A STEEL ROD
 BK3351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK3351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK3351+SATELLITE: SATELLITE OBSERVATIONS - 1988
 BK3351_ROD/PIPE-DEPTH: 8.9  meters
 BK3351_SLEEVE-DEPTH  : 0.76 meters
 BK3351
 BK3351  HISTORY     - Date     Condition        Report By
 BK3351  HISTORY     - 1988     MONUMENTED       NGS
 BK3351
 BK3351                          STATION DESCRIPTION
 BK3351
 BK3351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 BK3351'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF KIRBYVILLE AT
 BK3351'THE KIRBYVILLE AIRPORT.  OWNERSHIP--JASPER COUNTY, TELEPHONE
 BK3351'409-423-5224.
 BK3351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 96 AND FARM
 BK3351'ROAD 1013 IN KIRBYVILLE.  GO SOUTH ON U.S. HIGHWAY 96 FOR 2.3 KM
 BK3351'(1.45 MI) TO FARM ROAD 82 ON THE RIGHT.  TURN RIGHT AND GO WEST FOR
 BK3351'1.4 KM (0.85 MI) TO THE ENTRANCE ON THE THE RIGHT.  TURN RIGHT AND GO
 BK3351'FOR 0.2 KM (0.10 MI) TO A GATE, A KEY IS NEEDED.  PASS THRU THE GATE
 BK3351'AND GO FOR 0.2 KM (0.10 MI) TO THE RUNWAY.  TURN LEFT AND GO
 BK3351'NORTHWEST ALONG THE RUNWAY FOR 1.4 KM (0.85 MI) TO THE AZIMUTH ON THE
 BK3351'LEFT, ABOUT 45.7 M (149.9 FT) SOUTHEAST OF THE END OF THE RUNWAY.
 BK3351'THE MARK IS SET 45.7 M (149.9 FT) SOUTHEAST OF THE NORTHWEST END OF
 BK3351'THE RUNWAY, 1.6 M (5.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 BK3351'RUNWAY AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
 BK3351'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 BK3351'DESCRIBED BY R.D.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0107 ***********************************************************************
 BZ0107  DESIGNATION -  KIRVIN
 BZ0107  PID         -  BZ0107
 BZ0107  STATE/COUNTY-  TX/FREESTONE
 BZ0107  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0107
 BZ0107                         *CURRENT SURVEY CONTROL
 BZ0107  ___________________________________________________________________
 BZ0107* NAD 83(1993)-  31 43 12.40405(N)    096 19 43.08149(W)     ADJUSTED  
 BZ0107* NAVD 88     -       162.364  (meters)     532.69   (feet)  ADJUSTED  
 BZ0107  ___________________________________________________________________
 BZ0107  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BZ0107  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ0107  DYNAMIC HT  -         162.171 (meters)     532.06  (feet)  COMP
 BZ0107  MODELED GRAV-     979,448.2   (mgal)                       NAVD 88
 BZ0107
 BZ0107  HORZ ORDER  -  FIRST
 BZ0107  VERT ORDER  -  SECOND    CLASS 0
 BZ0107
 BZ0107.The horizontal coordinates were established by classical geodetic methods
 BZ0107.and adjusted by the National Geodetic Survey in February 1996..
 BZ0107
 BZ0107.The orthometric height was determined by differential leveling
 BZ0107.and adjusted by the National Geodetic Survey in June 1991..
 BZ0107
 BZ0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 BZ0107
 BZ0107.The geoid height was determined by GEOID03.
 BZ0107
 BZ0107.The dynamic height is computed by dividing the NAVD 88
 BZ0107.geopotential number by the normal gravity value computed on the
 BZ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0107.degrees latitude (g = 980.6199 gals.).
 BZ0107
 BZ0107.The modeled gravity was interpolated from observed gravity values.
 BZ0107
 BZ0107;                    North         East     Units Scale Factor Converg.
 BZ0107;SPC TX C     - 3,234,473.298 1,079,464.582   MT  0.99996023   +2 03 45.6
 BZ0107;SPC TX C     -10,611,767.81  3,541,543.38   sFT  0.99996023   +2 03 45.6
 BZ0107;SPC TXNC     - 2,008,054.088   805,814.213   MT  1.00014004   +1 11 03.3
 BZ0107;SPC TXNC     - 6,588,090.79  2,643,742.13   sFT  1.00014004   +1 11 03.3
 BZ0107;UTM  14      - 3,512,516.878   753,129.615   MT  1.00039033   +1 24 19.0
 BZ0107
 BZ0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BZ0107!SPC TX C     -   0.99997848  x   0.99996023  =   0.99993871
 BZ0107!SPC TXNC     -   0.99997848  x   1.00014004  =   1.00011852
 BZ0107!UTM  14      -   0.99997848  x   1.00039033  =   1.00036880
 BZ0107
 BZ0107:                Primary Azimuth Mark                     Grid Az
 BZ0107:SPC TX C     -  TEAGUE HIGH SCH DOME WITH FLAG           152 40 37.5
 BZ0107:SPC TXNC     -  TEAGUE HIGH SCH DOME WITH FLAG           153 33 19.8
 BZ0107:UTM  14      -  TEAGUE HIGH SCH DOME WITH FLAG           153 20 04.1
 BZ0107
 BZ0107|---------------------------------------------------------------------|
 BZ0107| PID    Reference Object                     Distance      Geod. Az  |
 BZ0107|                                                           dddmmss.s |
 BZ0107| BZ1377 TEAGUE HIGH SCH DOME WITH FLAG      APPROX.11.1 KM 1544423.1 |
 BZ0107| BZ1376 TEAGUE MUNICIPAL TANK               APPROX.10.8 KM 1555042.2 |
 BZ0107| BZ1378 TEAGUE LOW TANK AT RR SHOPS         APPROX.10.8 KM 1584935.4 |
 BZ0107| CV7828 KIRVIN RM 2                          30.013 METERS 17208     |
 BZ0107| BZ1381 MEXIA MUNGERS COMPRESS              APPROX.15.6 KM 2520807.7 |
 BZ0107| BZ1382 MEXIA MUNGERS TANK                  APPROX.15.6 KM 2530311.8 |
 BZ0107| BZ1380 MEXIA METH CH ROUND DOME            APPROX.14.9 KM 2532519.0 |
 BZ0107| BZ1379 MEXIA FIRST PRESB CH SPIRE          APPROX.15.2 KM 2542327.8 |
 BZ0107| BZ0106 D 936                                              2711002.3 |
 BZ0107| CV7827 KIRVIN RM 1                          61.265 METERS 27906     |
 BZ0107| BZ1384 WORTHAM STANDPIPE                   APPROX.14.7 KM 3021259.8 |
 BZ0107|---------------------------------------------------------------------|
 BZ0107
 BZ0107                          SUPERSEDED SURVEY CONTROL
 BZ0107
 BZ0107  NAD 83(1986)-  31 43 12.41291(N)    096 19 43.06255(W) AD(       ) 1
 BZ0107  NAD 27      -  31 43 11.81000(N)    096 19 42.14700(W) AD(       ) 1
 BZ0107  NGVD 29 (??/??/92)  162.350  (m)          532.64   (f) ADJ UNCH    2 0
 BZ0107
 BZ0107.Superseded values are not recommended for survey control.
 BZ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0107.See file dsdata.txt to determine how the superseded data were derived.
 BZ0107
 BZ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA5313012517(NAD 83)
 BZ0107_MARKER: DS = TRIANGULATION STATION DISK
 BZ0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0107_STAMPING: KIRVIN 1919
 BZ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0107+STABILITY: SURFACE MOTION
 BZ0107
 BZ0107  HISTORY     - Date     Condition        Report By
 BZ0107  HISTORY     - 1919     MONUMENTED       CGS
 BZ0107  HISTORY     - 1935     GOOD             CGS
 BZ0107  HISTORY     - 1937     GOOD             TXHD
 BZ0107  HISTORY     - 1942     GOOD             CGS
 BZ0107  HISTORY     - 1948     GOOD             CGS
 BZ0107  HISTORY     - 1948     GOOD             NGS
 BZ0107  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0107
 BZ0107                          STATION DESCRIPTION
 BZ0107
 BZ0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (CLG)
 BZ0107'STATION IS ABOUT 3 MILES S OF THE TOWN OF KIRVIN, 7 MILES
 BZ0107'N OF TEAGUE, 1/4 MILE E OF THE TRINITY AND BRAZOS VALLEY
 BZ0107'RAILWAY AND THE TEAGUE-KIRVIN ROAD, ON A FLAT SANDY HILL,
 BZ0107'IN THE EDGE OF A CULTIVATED FIELD OWNED BY J.C. MERIOTT, AND
 BZ0107'ABOUT 40 METERS (131 FEET) E OF A SMALL HOUSE ON MERIOTTS
 BZ0107'PLACE.  STATION IS IN CORNER OF FIELD 6 METERS (20 FEET)
 BZ0107'FROM A WIRE FENCE TO E, AND ABOUT 12 METERS (39 FEET) FROM
 BZ0107'WIRE FENCE TO N.  STATION IS ALSO ABOUT 350 METERS (1,148
 BZ0107'FEET) NE OF MERIOTTS HOUSE.  SURFACE, UNDERGROUND AND
 BZ0107'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BZ0107'REFERENCE MARK IS 61.26
 BZ0107'METERS (201.0 FEET) FROM STATION N 80 DEG 59 MIN W.
 BZ0107'AZIMUTH OF TEAGUE TALL WATER TANK, DISTANT 6-3/4
 BZ0107'MILES, IS 335 DEG 50 MIN 46 SEC.  ELEVATION OF STATION,
 BZ0107'162.8 METERS (534 FEET).
 BZ0107
 BZ0107                          STATION RECOVERY (1935)
 BZ0107
 BZ0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 BZ0107'STATION WAS FOUND AS DESCRIBED, AND IN EXCELLENT CONDITION.
 BZ0107'IT IS NEAR THE NE CORNER OF A GRASSY PASTURE BEHIND A
 BZ0107'HOUSE ON THE LAND OF J.C. MERRIOTT.  THE DESCRIBED DISTANCES
 BZ0107'FROM THE FENCES STILL HOLD TRUE.  THIS FIELD IS NOT IN CULTIVATION
 BZ0107'NOW.
 BZ0107'
 BZ0107'THE REFERENCE MARK WAS FOUND AS DESCRIBED AND IN EXCELLENT
 BZ0107'CONDITION.  IT IS LOCATED ABOUT 2 FEET S OF THE E AND W
 BZ0107'FENCE, ON A LINE WITH AND ABOUT 75 FEET N OF THE E FACE OF
 BZ0107'THE HOUSE.  IT IS ABOUT 30 FEET E OF A LARGE HICKORY
 BZ0107'TREE.
 BZ0107'
 BZ0107'TO REACH THIS STATION FROM SIMSBORO, TAKE THE SIMSBORO-KIRVIN
 BZ0107'ROAD AND FOLLOW FOR DISTANCE OF ABOUT 3.3 MILES TO MERRIOTTS HOUSE.
 BZ0107'THE HOUSE IS LOCATED AS DESCRIBED WITH RESPECT TO MERRIOTTS
 BZ0107'HOUSE.
 BZ0107'
 BZ0107'THERE IS APPARENTLY NO DANGER THAT EITHER OF THESE MARKS
 BZ0107'WILL EVER BE COVERED OVER.
 BZ0107
 BZ0107                          STATION RECOVERY (1937)
 BZ0107
 BZ0107'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BZ0107'DESCRIPTION AS GIVEN BY C.L.G. SATISFACTORY.  STATION MARK
 BZ0107'RECOVERED AND IN GOOD CONDITION.  REFERENCE MARK AND AZIMUTH
 BZ0107'MARK NOT VISITED.
 BZ0107
 BZ0107                          STATION RECOVERY (1942)
 BZ0107
 BZ0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (AGD)
 BZ0107'STATION AND REFERENCE MARK IN EXCELLENT CONDITION.  DESCRIPTION
 BZ0107'IS ESSENTIALLY CORRECT.
 BZ0107
 BZ0107                          STATION RECOVERY (1948)
 BZ0107
 BZ0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MEW)
 BZ0107'STATION MARK, AND REFERENCE MARK 1919,
 BZ0107'WERE FOUND AS DESCRIBED AND WERE IN
 BZ0107'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS ESTABLISHED AND A
 BZ0107'U.S.C. AND G. SURVEY BM WAS OBSERVED AS AN AZIMUTH MARK.
 BZ0107'A NEW DESCRIPTION FOLLOWS.
 BZ0107'
 BZ0107'STATION IS LOCATED ABOUT 3 MILES SOUTH OF KIRVIN, 7 MILES
 BZ0107'NORTH OF TEAGUE, AND ABOUT 1/4 MILE EAST OF THE TRINITY
 BZ0107'AND BRAZOS VALLEY RAILROAD.  IT IS ON THE HIGH PART OF A FLAT
 BZ0107'SANDY HILL AND IN THE NORTHEAST CORNER OF A FIELD.  33 FEET
 BZ0107'SOUTH OF THE EAST-WEST FENCE LINE, 15 FEET WEST OF THE NORTH-SOUTH
 BZ0107'FENCE LINE AND 1-1/2 FEET NORTH OF A WHITE WITNESS POST.
 BZ0107'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISC IS STAMPED,
 BZ0107'KIRVIN 1919.
 BZ0107'
 BZ0107'REFERENCE MARK NO. 1 (1919) IS 201.00 FEET WEST-NORTHWEST
 BZ0107'OF THE STATION, 1/2 FOOT SOUTH OF THE EAST-WEST FENCE, 1 FOOT
 BZ0107'NORTH OF A WHITE WITNESS POST AND ABOUT 25 FEET EAST OF
 BZ0107'A LARGE HICKORY TREE.  THE MARK IS
 BZ0107'FLUSH WITH THE GROUND AND THE DISC IS STAMPED, KIRVIN 1919.
 BZ0107'
 BZ0107'REFERENCE MARK NO. 2 IS 98.47 FEET SOUTH OF THE STATION,
 BZ0107'ABOUT 130 FEET SOUTH OF THE FENCE CORNER AND 1 FOOT WEST OF
 BZ0107'THE NORTH-SOUTH FENCE.  THE MARK
 BZ0107'IS FLUSH WITH THE GROUND AND THE DISC IS STAMPED, KIRVIN
 BZ0107'NO 2 1948.
 BZ0107'
 BZ0107'AZIMUTH MARK IS THE US C AND GS BM D-936 1948 AND IS LOCATED
 BZ0107'WEST OF THE STATION, IN THE NORTHWEST CORNER OF THE FIELD,
 BZ0107'8 FEET EAST OF THE FENCE CORNER, 1 FOOT SOUTH OF THE EAST-WEST
 BZ0107'FENCE LINE AND ABOUT 45 FEET EAST OF THE APPROXIMATE CENTER LINE
 BZ0107'OF THE ROAD.  THE MARK IS A 6 BY 6 INCH CONCRETE POST THAT
 BZ0107'PROJECTS ABOUT 6 INCHES AND THE STANDARD BM DISK SET IN THE
 BZ0107'TOP IS STAMPED AS ABOVE.
 BZ0107'
 BZ0107'STATION WAS REACHED FROM THE RAILROAD CROSSING OF STATE
 BZ0107'ROUTE 27, ABOUT 0.6 MILE SOUTH OF THE VILLAGE OF KIRVIN BY
 BZ0107'GOING SOUTH ON THE MAIN ROAD THAT PARELLELS THE RAILROAD
 BZ0107'TRACKS, FOR 2.7 MILES TO THE AZIMUTH MARK IN THE NORTHWEST
 BZ0107'CORNER OF A FIELD AS DESCRIBED ABOVE.  CONTINUE 0.1 MILE
 BZ0107'TO A GATE ON THE LEFT.  TURN LEFT OR EAST THRU THE GATE AND
 BZ0107'FOLLOW TRACK ROAD EAST, KEEPING TO THE RIGHT OR SOUTH SIDE
 BZ0107'OF A FARM HOUSE, TO A NORTH-SOUTH FENCE, THENCE LEFT OR
 BZ0107'NORTH 0.1 MILE TO THE STATION SITE AS DESCRIBED ABOVE.
 BZ0107'
 BZ0107'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS
 BZ0107
 BZ0107                          STATION RECOVERY (1948)
 BZ0107
 BZ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 BZ0107'3.3 MI SE FROM KIRVIN.
 BZ0107'0.65 MILE SOUTH ALONG SPUR HIGHWAY NO.156 FROM THE RAILROAD STATION AT
 BZ0107'KIRVIN, THENCE 2.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2
 BZ0107'MILE EAST ALONG A TRAIL WHICH PARALLELS A BARB WIRE FENCE, AT THE
 BZ0107'NORTHEAST CORNER OF A PASTURE BORDERED BY TIMBER ON THE NORTH AND EAST
 BZ0107'SIDES, 140.0 FEET EAST OF THE SITE OF A DESTROYED HOUSE, 36.1 FEET
 BZ0107'SOUTHWEST OF A FENCE CORNER POST, 10.0 FEET SOUTH OF THE CENTER OF THE
 BZ0107'TRAIL, 1.7 FEET NORTH OF A WITNESS POST AND SET IN THE TOP OF A
 BZ0107'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE GROUND.
 BZ0107
 BZ0107                          STATION RECOVERY (2002)
 BZ0107
 BZ0107'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0108 ***********************************************************************
 BZ0108  DESIGNATION -  KIRVIN RM
 BZ0108  PID         -  BZ0108
 BZ0108  STATE/COUNTY-  TX/FREESTONE
 BZ0108  USGS QUAD   -  TEAGUE NORTH (1982)
 BZ0108
 BZ0108                         *CURRENT SURVEY CONTROL
 BZ0108  ___________________________________________________________________
 BZ0108* NAD 83(1986)-  31 43 12.     (N)    096 19 43.     (W)     SCALED    
 BZ0108* NAVD 88     -       161.522  (meters)     529.93   (feet)  ADJUSTED  
 BZ0108  ___________________________________________________________________
 BZ0108  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 BZ0108  DYNAMIC HT  -         161.330 (meters)     529.30  (feet)  COMP
 BZ0108  MODELED GRAV-     979,448.2   (mgal)                       NAVD 88
 BZ0108
 BZ0108  VERT ORDER  -  SECOND    CLASS 0
 BZ0108
 BZ0108.The horizontal coordinates were scaled from a topographic map and have
 BZ0108.an estimated accuracy of +/- 6 seconds.
 BZ0108
 BZ0108.The orthometric height was determined by differential leveling
 BZ0108.and adjusted by the National Geodetic Survey in June 1991..
 BZ0108
 BZ0108.The geoid height was determined by GEOID03.
 BZ0108
 BZ0108.The dynamic height is computed by dividing the NAVD 88
 BZ0108.geopotential number by the normal gravity value computed on the
 BZ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0108.degrees latitude (g = 980.6199 gals.).
 BZ0108
 BZ0108.The modeled gravity was interpolated from observed gravity values.
 BZ0108
 BZ0108;                    North         East    Units  Estimated Accuracy
 BZ0108;SPC TX C     - 3,234,460.    1,079,470.      MT  (+/- 180 meters Scaled)
 BZ0108
 BZ0108                          SUPERSEDED SURVEY CONTROL
 BZ0108
 BZ0108  NGVD 29 (??/??/92)  161.508  (m)          529.88   (f) ADJ UNCH    2 0
 BZ0108
 BZ0108.Superseded values are not recommended for survey control.
 BZ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0108.See file dsdata.txt to determine how the superseded data were derived.
 BZ0108
 BZ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA531125(NAD 83)
 BZ0108_MARKER: DR = REFERENCE MARK DISK
 BZ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0108_STAMPING: KIRVIN 1919
 BZ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0108+STABILITY: SURFACE MOTION
 BZ0108
 BZ0108  HISTORY     - Date     Condition        Report By
 BZ0108  HISTORY     - 1919     MONUMENTED       CGS
 BZ0108  HISTORY     - 1948     GOOD             NGS
 BZ0108  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0108
 BZ0108                          STATION DESCRIPTION
 BZ0108
 BZ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BZ0108'3.3 MI SE FROM KIRVIN.
 BZ0108'0.65 MILE SOUTH ALONG SPUR HIGHWAY NO.156 FROM THE RAILROAD STATION AT
 BZ0108'KIRVIN, THENCE 2.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2
 BZ0108'MILE EAST ALONG A TRAIL WHICH PARALLELS A BARB WIRE FENCE, 40.0 FEET
 BZ0108'NORTH OF THE SITE OF A DESTROYED HOUSE, 30.0 FEET EAST OF A 24-INCH
 BZ0108'HICKORY TREE, 1.5 FEET NORTH OF A WITNESS POST, 1.2 FEET SOUTH OF A
 BZ0108'BARB WIRE FENCE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BZ0108'GROUND.
 BZ0108
 BZ0108                          STATION RECOVERY (2002)
 BZ0108
 BZ0108'RECOVERY NOTE BY US POWER SQUADRON 2002 (BC)
 BZ0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0361 ***********************************************************************
 GK0361  DESIGNATION -  KK 377
 GK0361  PID         -  GK0361
 GK0361  STATE/COUNTY-  TX/OCHILTREE
 GK0361  USGS QUAD   -  SPEARMAN NE (1973)
 GK0361
 GK0361                         *CURRENT SURVEY CONTROL
 GK0361  ___________________________________________________________________
 GK0361* NAD 83(1986)-  36 14 30.     (N)    101 03 25.     (W)     SCALED    
 GK0361* NAVD 88     -       934.228  (meters)    3065.05   (feet)  ADJUSTED  
 GK0361  ___________________________________________________________________
 GK0361  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 GK0361  DYNAMIC HT  -         933.231 (meters)    3061.78  (feet)  COMP
 GK0361  MODELED GRAV-     979,534.1   (mgal)                       NAVD 88
 GK0361
 GK0361  VERT ORDER  -  SECOND    CLASS 0
 GK0361
 GK0361.The horizontal coordinates were scaled from a topographic map and have
 GK0361.an estimated accuracy of +/- 6 seconds.
 GK0361
 GK0361.The orthometric height was determined by differential leveling
 GK0361.and adjusted by the National Geodetic Survey in June 1991..
 GK0361
 GK0361.The geoid height was determined by GEOID03.
 GK0361
 GK0361.The dynamic height is computed by dividing the NAVD 88
 GK0361.geopotential number by the normal gravity value computed on the
 GK0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0361.degrees latitude (g = 980.6199 gals.).
 GK0361
 GK0361.The modeled gravity was interpolated from observed gravity values.
 GK0361
 GK0361;                    North         East    Units  Estimated Accuracy
 GK0361;SPC TX N     - 1,248,780.      239,830.      MT  (+/- 180 meters Scaled)
 GK0361
 GK0361                          SUPERSEDED SURVEY CONTROL
 GK0361
 GK0361  NGVD 29 (??/??/92)  933.811  (m)         3063.68   (f) ADJ UNCH    2 0
 GK0361
 GK0361.Superseded values are not recommended for survey control.
 GK0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0361.See file dsdata.txt to determine how the superseded data were derived.
 GK0361
 GK0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF151127(NAD 83)
 GK0361_MARKER: DB = BENCH MARK DISK
 GK0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0361_STAMPING: KK 377 1943
 GK0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0361+STABILITY: SURFACE MOTION
 GK0361
 GK0361  HISTORY     - Date     Condition        Report By
 GK0361  HISTORY     - 1943     MONUMENTED       CGS
 GK0361  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0361
 GK0361                          STATION DESCRIPTION
 GK0361
 GK0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0361'2.3 MI S FROM WAKA.
 GK0361'2.3 MILES SOUTH ALONG A GRADED ROAD FROM THE JUNCTION WITH STATE
 GK0361'HIGHWAY 117, 0.7 MILE WEST OF THE POST OFFICE AT WAKA, 1.0 MILE SOUTH
 GK0361'OF THE CROSSING OF AN EAST-AND-WEST DIRT ROAD, AT THE JUNCTION OF A
 GK0361'SECTION-LINE TRAIL LEADING EAST, 73.9 FEET SOUTH OF THE CORNER OF THE
 GK0361'SOUTH SECTION-LINE FENCE AND THE EAST RIGHT-OF-WAY FENCE, 23 FEET EAST
 GK0361'OF THE CENTERLINE OF THE ROAD, AND 1 FOOT EAST OF RIGHT-OF-WAY
 GK0361'FENCELINE.  A STANDARD DISK, STAMPED KK 377 1943 A SET IN THE TOP OF A
 GK0361'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 GK0361
 GK0361                          STATION RECOVERY (1973)
 GK0361
 GK0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0832 ***********************************************************************
 CB0832  DESIGNATION -  KKA 451 RADIO MAST SEC
 CB0832  PID         -  CB0832
 CB0832  STATE/COUNTY-  TX/TOM GREEN
 CB0832  USGS QUAD   -  SAN ANGELO NORTH (1978)
 CB0832
 CB0832                         *CURRENT SURVEY CONTROL
 CB0832  ___________________________________________________________________
 CB0832* NAD 83(1993)-  31 30 02.82939(N)    100 23 22.94163(W)     ADJUSTED  
 CB0832* NAVD 88     -                                                        
 CB0832  ___________________________________________________________________
 CB0832  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 CB0832  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CB0832
 CB0832  HORZ ORDER  -  THIRD
 CB0832
 CB0832.The horizontal coordinates were established by classical geodetic methods
 CB0832.and adjusted by the National Geodetic Survey in February 1996..
 CB0832
 CB0832
 CB0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0832
 CB0832.The geoid height was determined by GEOID03.
 CB0832
 CB0832;                    North         East     Units Scale Factor Converg.
 CB0832;SPC TX C     - 3,203,326.115   694,644.941   MT  0.99991961   -0 01 44.5
 CB0832;SPC TX C     -10,509,579.10  2,279,014.28   sFT  0.99991961   -0 01 44.5
 CB0832;UTM  14      - 3,485,940.161   368,022.697   MT  0.99981483   -0 43 34.5
 CB0832
 CB0832                          SUPERSEDED SURVEY CONTROL
 CB0832
 CB0832  NAD 83(1986)-  31 30 02.83630(N)    100 23 22.92692(W) AD(       ) 4
 CB0832  NAD 27      -  31 30 02.25493(N)    100 23 21.59833(W) AD(       ) 3
 CB0832
 CB0832.Superseded values are not recommended for survey control.
 CB0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0832.See file dsdata.txt to determine how the superseded data were derived.
 CB0832
 CB0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6802385940(NAD 83)
 CB0832_MARKER: 42 = RADIO/TV MAST
 CB0832
 CB0832  HISTORY     - Date     Condition        Report By
 CB0832  HISTORY     - 1956     FIRST OBSERVED   USGS
 CB0832  HISTORY     - 20031127 MARK NOT FOUND   USPSQD
 CB0832
 CB0832                          STATION DESCRIPTION
 CB0832
 CB0832'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0832'AN INTERSECTION STATION LOCATED 4.7 MI. NE. OF THE SAN ANGELO POST
 CB0832'OFFICE, ALONG U.S. HIGHWAY 67 AND ABOUT 500 FT. N. OF HIGHWAY.
 CB0832'
 CB0832'STATION MARK--A SLENDER STEEL MAST PAINTED IN ALTERNATE RED AND WHITE
 CB0832'BANDS.
 CB0832'
 CB0832'THIS IS THE TEXAS HIGHWAY PATROL RADIO STATION FOR THE SAN ANGELO
 CB0832'DISTRICT.
 CB0832
 CB0832                          STATION RECOVERY (2003)
 CB0832
 CB0832'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1543 ***********************************************************************
 AH1543  DESIGNATION -  KLEBERG 1913
 AH1543  PID         -  AH1543
 AH1543  STATE/COUNTY-  TX/KLEBERG
 AH1543  USGS QUAD   -  RICARDO (1979)
 AH1543
 AH1543                         *CURRENT SURVEY CONTROL
 AH1543  ___________________________________________________________________
 AH1543* NAD 83(1993)-  27 24 30.18150(N)    097 48 28.46850(W)     ADJUSTED  
 AH1543* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 AH1543  ___________________________________________________________________
 AH1543  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH1543  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AH1543
 AH1543  HORZ ORDER  -  SECOND
 AH1543
 AH1543.The horizontal coordinates were established by classical geodetic methods
 AH1543.and adjusted by the National Geodetic Survey in February 1996..
 AH1543
 AH1543.The orthometric height was scaled from a topographic map.
 AH1543
 AH1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1543
 AH1543.The geoid height was determined by GEOID03.
 AH1543
 AH1543;                    North         East     Units Scale Factor Converg.
 AH1543;SPC TX S     - 5,193,156.867   368,437.814   MT  0.99991996   +0 18 51.2
 AH1543;SPC TX S     -17,037,882.15  1,208,783.06   sFT  0.99991996   +0 18 51.2
 AH1543;UTM  14      - 3,032,233.220   617,848.328   MT  0.99977143   +0 32 55.7
 AH1543
 AH1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1543!SPC TX S     -   1.00000077  x   0.99991996  =   0.99992073
 AH1543!UTM  14      -   1.00000077  x   0.99977143  =   0.99977220
 AH1543
 AH1543                          SUPERSEDED SURVEY CONTROL
 AH1543
 AH1543  NAD 83(1986)-  27 24 30.19624(N)    097 48 28.44401(W) AD(       ) 2
 AH1543  NAD 27      -  27 24 29.05700(N)    097 48 27.45800(W) AD(       ) 2
 AH1543
 AH1543.Superseded values are not recommended for survey control.
 AH1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1543.See file dsdata.txt to determine how the superseded data were derived.
 AH1543
 AH1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1784832233(NAD 83)
 AH1543_MARKER: DS = TRIANGULATION STATION DISK
 AH1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1543+STABILITY: SURFACE MOTION
 AH1543
 AH1543  HISTORY     - Date     Condition        Report By
 AH1543  HISTORY     - 1913     MONUMENTED       CGS
 AH1543  HISTORY     - 20040202 MARK NOT FOUND   USPSQD
 AH1543
 AH1543                          STATION DESCRIPTION
 AH1543
 AH1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AH1543'STATION IS ABOUT 7 MILES S AND 4 MILES E FROM KINGSVILLE,
 AH1543'2-1/2 MILES E AND 1 MILE S FROM RICARDO, ON LAND OWNED BY
 AH1543'KLEBERG LAND AND IMPROVEMENT COMPANY, NEAR E SIDE CENTER
 AH1543'OF BLOCK 57 ON SMALL RIDGE COVERED BY MESQUITE TREES AND
 AH1543'ABOUT 75 METERS (246 FEET) W OF WAGON ROAD.
 AH1543'
 AH1543'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 AH1543'DISKS SET IN CONCRETE.
 AH1543'
 AH1543'REFERENCE MARK IS AT SAME ELEVATION AS STATION, AND 20.070
 AH1543'METERS (65.85 FEET) FROM IT N 10 DEG 04 MIN E.  ELEVATION
 AH1543'OF STATION, 19.7 METERS (65 FEET).
 AH1543
 AH1543                          STATION RECOVERY (2004)
 AH1543
 AH1543'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH1543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1542 ***********************************************************************
 AH1542  DESIGNATION -  KLEBERG 2
 AH1542  PID         -  AH1542
 AH1542  STATE/COUNTY-  TX/KLEBERG
 AH1542  USGS QUAD   -  RICARDO (1979)
 AH1542
 AH1542                         *CURRENT SURVEY CONTROL
 AH1542  ___________________________________________________________________
 AH1542* NAD 83(1993)-  27 24 30.46865(N)    097 48 28.47748(W)     ADJUSTED  
 AH1542* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 AH1542  ___________________________________________________________________
 AH1542  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH1542  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AH1542
 AH1542  HORZ ORDER  -  SECOND
 AH1542
 AH1542.The horizontal coordinates were established by classical geodetic methods
 AH1542.and adjusted by the National Geodetic Survey in February 1996..
 AH1542
 AH1542.The orthometric height was scaled from a topographic map.
 AH1542
 AH1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1542
 AH1542.The geoid height was determined by GEOID03.
 AH1542
 AH1542;                    North         East     Units Scale Factor Converg.
 AH1542;SPC TX S     - 5,193,165.704   368,437.519   MT  0.99991997   +0 18 51.2
 AH1542;SPC TX S     -17,037,911.15  1,208,782.09   sFT  0.99991997   +0 18 51.2
 AH1542;UTM  14      - 3,032,242.054   617,847.996   MT  0.99977143   +0 32 55.7
 AH1542
 AH1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1542!SPC TX S     -   1.00000077  x   0.99991997  =   0.99992074
 AH1542!UTM  14      -   1.00000077  x   0.99977143  =   0.99977220
 AH1542
 AH1542|---------------------------------------------------------------------|
 AH1542| PID    Reference Object                     Distance      Geod. Az  |
 AH1542|                                                           dddmmss.s |
 AH1542| CV2516 KLEBERG 2 RM 1                       14.993 METERS 05545     |
 AH1542| CV2517 KLEBERG 2 RM 2                       15.296 METERS 14949     |
 AH1542| AH1588 KINGSVILLE MO PAC RR RDHSE STK      APPROX.13.0 KM 3310434.8 |
 AH1542| AH1546 KINGSVILLE COLL ART INDUST STK      APPROX.10.1 KM 3524030.6 |
 AH1542| CV2515 KLEBERG 2 AZ MK                                    3543007.8 |
 AH1542|---------------------------------------------------------------------|
 AH1542
 AH1542                          SUPERSEDED SURVEY CONTROL
 AH1542
 AH1542  NAD 83(1986)-  27 24 30.48366(N)    097 48 28.45065(W) AD(       ) 2
 AH1542  NAD 27      -  27 24 29.34700(N)    097 48 27.46500(W) AD(       ) 2
 AH1542
 AH1542.Superseded values are not recommended for survey control.
 AH1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1542.See file dsdata.txt to determine how the superseded data were derived.
 AH1542
 AH1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1784832242(NAD 83)
 AH1542_MARKER: DS = TRIANGULATION STATION DISK
 AH1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1542
 AH1542  HISTORY     - Date     Condition        Report By
 AH1542  HISTORY     - 1949     MONUMENTED       CGS
 AH1542  HISTORY     - 1949     GOOD             CGS
 AH1542  HISTORY     - 1967     GOOD             CGS
 AH1542  HISTORY     - 20040202 MARK NOT FOUND   USPSQD
 AH1542
 AH1542                          STATION DESCRIPTION
 AH1542
 AH1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1542'THE STATION IS LOCATED ON THE CREST OF A LOW EAST-WEST RIDGE
 AH1542'COVERED BY MESQUITE TREES.  IT IS ABOUT 8 MILES SOUTH-SOUTHEAST
 AH1542'OF KINGSVILLE, 7.5 MILES NORTH OF RIVIERA, 3 MILES EAST-SOUTHEAST
 AH1542'OF RICARDO, 150 FEET WEST OF A FENCE, 200 FEET WEST OF THE
 AH1542'EAST EDGE OF A CULTIVATED FIELD, 23 FEET NORTH OF THE CENTER
 AH1542'OF AN OLD EXCAVATION, AND 6 FEET NORTH-NORTHEAST OF A WITNESS
 AH1542'POST.  IT PROJECTS 12 INCHES AND IS STAMPED KLEBERG 2 1949.
 AH1542'
 AH1542'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND IS ABOUT
 AH1542'THE SAME ELEVATION AS THE STATION.  IT PROJECTS 12 INCHES
 AH1542'AND IS STAMPED KLEBERG 2 NO 1 1949.
 AH1542'
 AH1542'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND IS ABOUT
 AH1542'THE SAME ELEVATION AS THE STATION.  IT PROJECTS 7 INCHES
 AH1542'AND IS STAMPED KLEBERG 2 NO 2 1949.
 AH1542'
 AH1542'AZIMUTH MARK IS 46.5 FEET SOUTH OF THE CENTER OF A WINDMILL,
 AH1542'44.5 FEET EAST OF THE SOUTHEAST CORNER OF A FARM HOUSE, AND
 AH1542'2.0 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE.  IT IS SET
 AH1542'FLUSH WITH THE GROUND AND IS STAMPED KLEBERG 2 1949.
 AH1542'
 AH1542'TO REACH THE STATION FROM THE STORE AND SERVICE STATION
 AH1542'IN RICARDO, GO SOUTH ON U.S. HIGHWAY NO. 77 FOR 0.05 MILE
 AH1542'TO A T-ROAD LEFT (COTTON GIN ON LEFT), TURN LEFT AND GO EAST
 AH1542'FOR 1.75 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.6
 AH1542'MILE TO A CROSSROAD, TURN LEFT AND GO EAST ON OLD ROAD FOR
 AH1542'1.0 MILE, TURN RIGHT AND GO SOUTH 0.05 MILE TO A FARM HOUSE
 AH1542'AND AZIMUTH MARK, TURN LEFT THROUGH A WIRE GATE (JUST SOUTH
 AH1542'OF A BARN) AND GO EAST FOR 200 FEET TO A LANE, TURN RIGHT
 AH1542'AND GO SOUTH IN LANE FOR 0.15 MILE TO A GATE (AT SOUTHEAST
 AH1542'CORNER OF FIELD), PASS THROUGH GATE AND CONTINUE FOR 0.05
 AH1542'MILE TO ANOTHER GATE, PASS THROUGH GATE AND CONTINUE SOUTH
 AH1542'FOR 0.25 MILE TO THE CREST OF A RIDGE, TURN RIGHT AND GO
 AH1542'130 FEET TO THE STATION AS DESCRIBED.
 AH1542'
 AH1542'A 74 FOOT SIGNAL AT KINGSVILLE AND BISHOP 1913 IS VISIBLE
 AH1542'AT 37 FEET.
 AH1542'
 AH1542'AN 87 FOOT SIGNAL AT PORTALES IS VISIBLE AT 37 FEET.
 AH1542'
 AH1542'A 4 FOOT SIGNAL AT GRULLO IS VISIBLE AT 50 FEET.
 AH1542'
 AH1542'A 64 FOOT SIGNAL AT ROBBINS ECC 1931 IS VISIBLE AT 37 FEET.
 AH1542'
 AH1542'A 47 FOOT SIGNAL AT LOYOLA IS VISIBLE AT 37 FEET.
 AH1542'
 AH1542'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 AH1542
 AH1542                          STATION RECOVERY (1949)
 AH1542
 AH1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GEM)
 AH1542'STATION RECOVERED IN GOOD CONDITION.  THE 1949 DESCRIPTION
 AH1542'BY R.L.E. IS ADEQUATE EXCEPT FOR THE FOLLOWING ADDITION--
 AH1542'
 AH1542'THE AZIMUTH MARK CAN NOT BE SEEN FROM THE GROUND AT THE STATION
 AH1542'WITHOUT EXTENSIVE CLEARING.
 AH1542
 AH1542                          STATION RECOVERY (1967)
 AH1542
 AH1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JKW)
 AH1542'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AH1542'
 AH1542'THE DESCRIPTION BY R.L.E. IN 1949 AND RECOVERY NOTE BY G.E.M.,
 AH1542'JR., 1949, ARE COMPLETE AND ADEQUATE.
 AH1542
 AH1542                          STATION RECOVERY (2004)
 AH1542
 AH1542'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH1542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1544 ***********************************************************************
 AH1544  DESIGNATION -  KLEBERG ECC
 AH1544  PID         -  AH1544
 AH1544  STATE/COUNTY-  TX/KLEBERG
 AH1544  USGS QUAD   -  RICARDO (1979)
 AH1544
 AH1544                         *CURRENT SURVEY CONTROL
 AH1544  ___________________________________________________________________
 AH1544* NAD 83(1993)-  27 24 30.18167(N)    097 48 28.47122(W)     ADJUSTED  
 AH1544* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 AH1544  ___________________________________________________________________
 AH1544  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AH1544  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AH1544
 AH1544  HORZ ORDER  -  FIRST
 AH1544
 AH1544.The horizontal coordinates were established by classical geodetic methods
 AH1544.and adjusted by the National Geodetic Survey in February 1996..
 AH1544
 AH1544.The orthometric height was scaled from a topographic map.
 AH1544
 AH1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1544
 AH1544.The geoid height was determined by GEOID03.
 AH1544
 AH1544;                    North         East     Units Scale Factor Converg.
 AH1544;SPC TX S     - 5,193,156.872   368,437.739   MT  0.99991996   +0 18 51.2
 AH1544;SPC TX S     -17,037,882.17  1,208,782.82   sFT  0.99991996   +0 18 51.2
 AH1544;UTM  14      - 3,032,233.224   617,848.253   MT  0.99977143   +0 32 55.7
 AH1544
 AH1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1544!SPC TX S     -   1.00000077  x   0.99991996  =   0.99992073
 AH1544!UTM  14      -   1.00000077  x   0.99977143  =   0.99977220
 AH1544
 AH1544:                Primary Azimuth Mark                     Grid Az
 AH1544:SPC TX S     -  BISHOP MUNICIPAL TANK                    003 55 05.3
 AH1544:UTM  14      -  BISHOP MUNICIPAL TANK                    003 41 00.8
 AH1544
 AH1544|---------------------------------------------------------------------|
 AH1544| PID    Reference Object                     Distance      Geod. Az  |
 AH1544|                                                           dddmmss.s |
 AH1544| AH1587 BISHOP MUNICIPAL TANK               APPROX.19.3 KM 0041356.5 |
 AH1544| CV2518 KLEBERG ECC RM                       20.070 METERS 01017     |
 AH1544| AH1543 KLEBERG 1913                          0.075 METERS 09400     |
 AH1544| AH1503 ROBBINS                             APPROX.13.2 KM 1484218.3 |
 AH1544|---------------------------------------------------------------------|
 AH1544
 AH1544                          SUPERSEDED SURVEY CONTROL
 AH1544
 AH1544  NAD 83(1986)-  27 24 30.19642(N)    097 48 28.44673(W) AD(       ) 1
 AH1544  NAD 27      -  27 24 29.05700(N)    097 48 27.46100(W) AD(       ) 1
 AH1544
 AH1544.Superseded values are not recommended for survey control.
 AH1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1544.See file dsdata.txt to determine how the superseded data were derived.
 AH1544
 AH1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR1784832233(NAD 83)
 AH1544_MARKER: Z = SEE DESCRIPTION
 AH1544_SETTING: 0 = UNSPECIFIED SETTING
 AH1544
 AH1544  HISTORY     - Date     Condition        Report By
 AH1544  HISTORY     - 1913     MONUMENTED       CGS
 AH1544  HISTORY     - 1937     MARK NOT FOUND   TXHD
 AH1544  HISTORY     - 20040202 MARK NOT FOUND   USPSQD
 AH1544
 AH1544                          STATION DESCRIPTION
 AH1544
 AH1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 AH1544'AN UNMARKED POINT, 0.075 METER (0.25 FOOT) N 85 DEG 50 MIN W.
 AH1544'FROM STATION KLEBERG.
 AH1544'
 AH1544'REFERENCE MARK FOR STATION KLEBERG IS 20.078 METERS (65.87 FEET)
 AH1544'AWAY N 10 DEG 17 MIN E.
 AH1544
 AH1544                          STATION RECOVERY (1937)
 AH1544
 AH1544'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937 (CVH)
 AH1544'UNABLE TO FIND EITHER STATION OR REFERENCE MARK.  ONLY EVIDENCE
 AH1544'FOUND WAS TWO OLD EXCAVATIONS ABOUT 2 FEET DEEP AT APPROXIMATE
 AH1544'LOCATIONS OF STATION AND REFERENCE MARK.
 AH1544'
 AH1544'DESCRIPTION IS GOOD EXCEPT THAT THE LAND IS SAID TO BELONG
 AH1544'TO A MR. CHILDERS OF TAYLOR, TEXAS.
 AH1544
 AH1544                          STATION RECOVERY (2004)
 AH1544
 AH1544'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH1544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2241 ***********************************************************************
 BL2241  DESIGNATION -  KLEIN
 BL2241  PID         -  BL2241
 BL2241  STATE/COUNTY-  TX/HARRIS
 BL2241  USGS QUAD   -  TOMBALL (1979)
 BL2241
 BL2241                         *CURRENT SURVEY CONTROL
 BL2241  ___________________________________________________________________
 BL2241* NAD 83(1993)-  30 01 36.00246(N)    095 30 57.53703(W)     ADJUSTED  
 BL2241* NAVD 88     -        37.9    (meters)     124.     (feet)  VERTCON   
 BL2241  ___________________________________________________________________
 BL2241  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BL2241  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BL2241
 BL2241  HORZ ORDER  -  FIRST
 BL2241
 BL2241.The horizontal coordinates were established by classical geodetic methods
 BL2241.and adjusted by the National Geodetic Survey in February 1996..
 BL2241
 BL2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL2241
 BL2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2241
 BL2241.The geoid height was determined by GEOID03.
 BL2241
 BL2241;                    North         East     Units Scale Factor Converg.
 BL2241;SPC TXSC     - 4,248,090.112   935,998.740   MT  0.99993593   +1 42 24.7
 BL2241;SPC TXSC     -13,937,275.64  3,070,855.87   sFT  0.99993593   +1 42 24.7
 BL2241;UTM  15      - 3,324,407.204   257,365.004   MT  1.00032640   -1 15 34.6
 BL2241
 BL2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2241!SPC TXSC     -   0.99999840  x   0.99993593  =   0.99993433
 BL2241!UTM  15      -   0.99999840  x   1.00032640  =   1.00032480
 BL2241
 BL2241:                Primary Azimuth Mark                     Grid Az
 BL2241:SPC TXSC     -  MOWREY                                   136 33 19.3
 BL2241:UTM  15      -  MOWREY                                   139 31 18.6
 BL2241
 BL2241|---------------------------------------------------------------------|
 BL2241| PID    Reference Object                     Distance      Geod. Az  |
 BL2241|                                                           dddmmss.s |
 BL2241| AW6763 MOWREY                              APPROX. 4.6 KM 1381544.0 |
 BL2241| CV7830 KLEIN RM 2                           26.241 METERS 23014     |
 BL2241| CV7829 KLEIN RM 1                           25.812 METERS 33735     |
 BL2241|---------------------------------------------------------------------|
 BL2241
 BL2241                          SUPERSEDED SURVEY CONTROL
 BL2241
 BL2241  NAD 83(1986)-  30 01 36.01727(N)    095 30 57.51870(W) AD(       ) 1
 BL2241  NAD 27      -  30 01 35.22282(N)    095 30 56.73256(W) AD(       ) 1
 BL2241  NGVD 29 (07/19/86)   37.9    (m)          124.     (f) VERT ANG       
 BL2241
 BL2241.Superseded values are not recommended for survey control.
 BL2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2241.See file dsdata.txt to determine how the superseded data were derived.
 BL2241
 BL2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP5736524407(NAD 83)
 BL2241_MARKER: DS = TRIANGULATION STATION DISK
 BL2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2241_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BL2241
 BL2241  HISTORY     - Date     Condition        Report By
 BL2241  HISTORY     - 1968     MONUMENTED       CGS
 BL2241
 BL2241                          STATION DESCRIPTION
 BL2241
 BL2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 BL2241'THE STATION IS LOCATED ON THE PROPERTY OF MR. JOHN WASILCHAK AND AT
 BL2241'THE H BAR S RANCH, ABOUT 7 MILES SOUTHWEST OF SPRING, 5-1/2 MILES
 BL2241'WEST OF INTERSTATE HIGHWAY 45 AT WESTFIELD AND 2 MILES SOUTHEAST OF
 BL2241'KLEIN.
 BL2241'
 BL2241'TO REACH THE STATION FROM THE POST OFFICE IN WESTFIELD WHICH IS
 BL2241'LOCATED JUST WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 45 AND FARM
 BL2241'ROAD 1960, GO SOUTHWEST ON FARM ROAD 1960 FOR 2.15 MILES TO A
 BL2241'CROSSROAD.  CONTINUE SOUTHWEST ON FARM ROAD 1960 FOR 1.5 MILES TO
 BL2241'A SIDE ROAD ON THE LEFT.  CONTINUE SOUTHWEST ON FARM ROAD 1960 FOR
 BL2241'1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTHWEST ON
 BL2241'STUEBNER-AIRLINE ROAD FOR 2.7 MILES TO A CROSSROAD, JUST AFTER
 BL2241'PASSING THE KLEIN HIGH SCHOOL ON THE LEFT.  TURN RIGHT AND GO
 BL2241'NORTHEAST ON LOUETTA ROAD FOR 0.6 MILE TO A GATE ON THE LEFT.  TURN
 BL2241'LEFT PASS THROUGH THE GATE AND GO 0.05 MILE TO THE MOST EASTERLY
 BL2241'BARN AND THE STATION ON THE RIGHT.
 BL2241'
 BL2241'THE STATION MARK IS A STANDARD DISK STAMPED KLEIN 1968, SET IN THE
 BL2241'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 BL2241'THE GROUND.  IT IS 86.1 FEET NORTHEAST OF THE EAST CORNER OF A
 BL2241'BARN, 55.6 FEET EAST-SOUTHEAST OF THE EAST CORNER OF A WOODEN
 BL2241'CORRAL FENCE, 52 FEET NORTHWEST OF A WIRE T-FENCE CORNER AND
 BL2241'15 FEET SOUTHWEST OF A WIRE FENCE.
 BL2241'
 BL2241'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KLEIN NO 1 1968, SET
 BL2241'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 BL2241'FLUSH WITH THE GROUND.  IT IS 53.2 FEET NORTH-NORTHEAST OF THE EAST
 BL2241'CORNER OF THE WOODEN CORRAL FENCE, 40.7 FEET NORTHEAST OF THE
 BL2241'WOODEN CORRAL FENCE AND 1 FOOT SOUTHWEST OF THE WIRE FENCE.
 BL2241'
 BL2241'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KLEIN NO 2 1968, SET IN
 BL2241'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 BL2241'WITH THE GROUND.  IT IS 29 FEET NORTH OF THE CENTER OF A TRACK ROAD
 BL2241'AND 1 FOOT SOUTHEAST OF THE EAST CORNER OF THE BARN.
 BL2241'
 BL2241'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 BL2241'
 BL2241'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0900 ***********************************************************************
 EN0900  DESIGNATION -  KLEIN
 EN0900  PID         -  EN0900
 EN0900  STATE/COUNTY-  TX/SWISHER
 EN0900  USGS QUAD   -  HAPPY (1965)
 EN0900
 EN0900                         *CURRENT SURVEY CONTROL
 EN0900  ___________________________________________________________________
 EN0900* NAD 83(1993)-  34 40 45.78318(N)    101 51 58.82204(W)     ADJUSTED  
 EN0900* NAVD 88     -      1104.5    (meters)    3624.     (feet)  VERTCON   
 EN0900  ___________________________________________________________________
 EN0900  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 EN0900  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 EN0900
 EN0900  HORZ ORDER  -  FIRST
 EN0900
 EN0900.The horizontal coordinates were established by classical geodetic methods
 EN0900.and adjusted by the National Geodetic Survey in February 1996..
 EN0900
 EN0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0900
 EN0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0900
 EN0900.The geoid height was determined by GEOID03.
 EN0900
 EN0900;                    North         East     Units Scale Factor Converg.
 EN0900;SPC TX N     - 1,075,432.243   166,427.923   MT  0.99999332   -0 12 44.3
 EN0900;SPC TX N     - 3,528,313.95    546,022.28   sFT  0.99999332   -0 12 44.3
 EN0900;UTM  14      - 3,841,228.372   237,386.737   MT  1.00045012   -1 37 54.6
 EN0900
 EN0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0900!SPC TX N     -   0.99983076  x   0.99999332  =   0.99982408
 EN0900!UTM  14      -   0.99983076  x   1.00045012  =   1.00028080
 EN0900
 EN0900:                Primary Azimuth Mark                     Grid Az
 EN0900:SPC TX N     -  HAPPY MUNICIPAL TANK                     007 48 03.4
 EN0900:UTM  14      -  HAPPY MUNICIPAL TANK                     009 13 13.7
 EN0900
 EN0900|---------------------------------------------------------------------|
 EN0900| PID    Reference Object                     Distance      Geod. Az  |
 EN0900|                                                           dddmmss.s |
 EN0900| EN0899 HAPPY MUNICIPAL TANK                APPROX. 7.3 KM 0073519.1 |
 EN0900| EN0903 TULIA MUNICIPAL TANK                APPROX.18.2 KM 1490754.6 |
 EN0900| CJ7622 KLEIN RM 1                           19.120 METERS 26636     |
 EN0900| CJ7623 KLEIN RM 2                                         35625     |
 EN0900|---------------------------------------------------------------------|
 EN0900
 EN0900                          SUPERSEDED SURVEY CONTROL
 EN0900
 EN0900  NAD 83(1986)-  34 40 45.79010(N)    101 51 58.81574(W) AD(       ) 1
 EN0900  NAD 27      -  34 40 45.58600(N)    101 51 57.13600(W) AD(       ) 1
 EN0900  NGVD 29 (07/28/98) 1104.0    (m)         3622.     (f) VERT ANG       
 EN0900
 EN0900.Superseded values are not recommended for survey control.
 EN0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0900.See file dsdata.txt to determine how the superseded data were derived.
 EN0900
 EN0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD3738741228(NAD 83)
 EN0900_MARKER: DS = TRIANGULATION STATION DISK
 EN0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0900+SATELLITE: SATELLITE OBSERVATIONS - 1986
 EN0900
 EN0900  HISTORY     - Date     Condition        Report By
 EN0900  HISTORY     - 1931     MONUMENTED       CGS
 EN0900  HISTORY     - 1959     GOOD             CGS
 EN0900  HISTORY     - 1962     GOOD             CGS
 EN0900  HISTORY     - 1965     GOOD             USGS
 EN0900  HISTORY     - 1978     GOOD             DMA
 EN0900  HISTORY     - 1986     GOOD
 EN0900
 EN0900                          STATION DESCRIPTION
 EN0900
 EN0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 EN0900'IN THE SOUTHWESTERN PART OF SECTION 64, BLOCK M8, 1/2 MILE
 EN0900'W AND 4-1/4 MILES S OF HAPPY, 5-1/2 MILES W AND 9-3/4 MILES N OF
 EN0900'TULIA, ON LAND BELONGING TO MR. LOUIS KLEIN.  STATION IS IN THE
 EN0900'SW CORNER OF A YARD AROUND A SMALL BUNGALOW WITH CHIMNEY IN
 EN0900'CENTER, 37.8 METERS (124 FEET) SW OF SW CORNER OF HOUSE, AND
 EN0900'12.2 METERS (40 FEET) NE OF SW CORNER POST OF YARD.  TO
 EN0900'REACH STATION FROM HAPPY GO W ON MAIN STREET 0.5 MILE TO
 EN0900'INTERSECTION WITH N-S ROAD, THEN S 4.4 MILES TO STATION.
 EN0900'
 EN0900'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EN0900'DISKS SET IN CONCRETE.
 EN0900'
 EN0900'REFERENCE MARK NO. 1 IS 1 FOOT E OF THE FENCE ON W SIDE OF ROAD
 EN0900'AND 19.12 METERS (62.7 FEET) FROM STATION, S 86 DEG 36 MIN W.
 EN0900'
 EN0900'REFERENCE MARK NO. 2 IS N OF NO. 1, 1 FOOT E OF SAME FENCE,
 EN0900'AND 0.2 MILE (BY SPEEDOMETER) FROM STATION N 03 DEG 35 MIN W.
 EN0900'BEARING OF HAPPY, MUNICIPAL WATER TANK,
 EN0900'N 07 DEG 35 MIN E.
 EN0900
 EN0900                          STATION RECOVERY (1959)
 EN0900
 EN0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HDW)
 EN0900'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 EN0900'GOOD CONDITION.  REFERENCE MARK NO. 1 IS BURIED 6 INCHES.  HOUSE
 EN0900'REFERRED TO IN DESCRIPTION HAS BEEN DESTROYED.  DIRECTIONS
 EN0900'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 EN0900
 EN0900                          STATION RECOVERY (1962)
 EN0900
 EN0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 EN0900'STATION RECOVERED ALL MARKS FOUND IN GOOD CONDITION.  STATION
 EN0900'IS ON E SIDE OF A GRADED DIRT ROAD AT SUMMIT OF A SLIGHT RISE
 EN0900'ALONG THE ROAD.  THE OLD BUNGLOW WITH CHIMNEY WAS TORN DOWN
 EN0900'AND REMOVED.  STATION MARK IS FLUSH WITH THE GRASSY SURFACE AT
 EN0900'OLD HOME SITE, 25 FEET E OF THE E RWY-OF-WAY FENCE, 30 FEET
 EN0900'N OF AN E-W FENCE.  REFERENCE MARK NO 1 WAS RECOVERED ABOUT
 EN0900'6 INCHES BELOW THE DRIFTED FORMATION ALONG THE W RWY-OF-WAY
 EN0900'FENCE ABOUT 10 FEET S OF THE S GATE POST JUST SSE OF A
 EN0900'GAS-POWERED WATER PUMP.  REFERENCE MARK NO. 2 IS 0.2 MILE N OF
 EN0900'THE STATION, 1 FOOT E OF THE W RWY-OF-WAY FENCELINE ABOUT
 EN0900'FLUSH WITH THE SURFACE.  IT IS 0.05 MILE S OF A ROAD
 EN0900'LEADING W TO A RANCH HOUSE.
 EN0900
 EN0900                          STATION RECOVERY (1965)
 EN0900
 EN0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EN0900'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34101-4, STATION 1002.
 EN0900'RECOVERED BY USGS IN 1965 AND REDESCRIBED AS FOLLOWS
 EN0900'STATION IS LOCATED IN SOUTHWESTERN PART OF SECTION 64, BLOCK M 8, 0.7
 EN0900'MI. W., AND 4.25 MI. S. OF HAPPY, 5.5 MI. W., AND 9.75 MI. N. OF
 EN0900'TULIA.
 EN0900'TO REACH FROM POST OFFICE IN HAPPY, GO W. ON MAIN STREET 0.7 MI.,
 EN0900'THENCE S. 0.3 MI. ALONG PAVED RD., THENCE CONTINUE S. ALONG DIRT RD.
 EN0900'4.0 MI. TO STATION ON LEFT (E. SIDE OF RD.).  STATION IS 31 FT. N. AND
 EN0900'26 FT. E. OF FENCE CORNER.
 EN0900'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST PROJECTING
 EN0900'1.0 FT., STAMPED---KLEIN 1931---.
 EN0900
 EN0900                          STATION RECOVERY (1978)
 EN0900
 EN0900'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (ODJ)
 EN0900'KLEIN 1932 RECOVERED GOOD.
 EN0900'
 EN0900'REFERENCE MARKS SEARCHED FOR USING METAL DETECTOR BUT NOT FOUND.
 EN0900'POSSIBLE THEY COULD HAVE BEEN DESTROYED BY ROAD GRADING WHICH CUTS
 EN0900'VERY CLOSE TO RIGHT OF WAY FENCE.
 EN0900'
 EN0900'DISTANCE AND DIRECTION FROM NEAREST TOWN--HAPPY, ABOUT 4 MILES SOUTH
 EN0900'OF.
 EN0900
 EN0900                          STATION RECOVERY (1986)
 EN0900
 EN0900'RECOVERED 1986
 EN0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1315 ***********************************************************************
 AH1315  DESIGNATION -  KLEPAC
 AH1315  PID         -  AH1315
 AH1315  STATE/COUNTY-  TX/NUECES
 AH1315  USGS QUAD   -  OSO CREEK NW (1975)
 AH1315
 AH1315                         *CURRENT SURVEY CONTROL
 AH1315  ___________________________________________________________________
 AH1315* NAD 83(1993)-  27 40 58.47473(N)    097 24 44.79269(W)     ADJUSTED  
 AH1315* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 AH1315  ___________________________________________________________________
 AH1315  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AH1315  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AH1315
 AH1315  HORZ ORDER  -  SECOND
 AH1315
 AH1315.The horizontal coordinates were established by classical geodetic methods
 AH1315.and adjusted by the National Geodetic Survey in February 1996..
 AH1315
 AH1315.The orthometric height was scaled from a topographic map.
 AH1315
 AH1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1315
 AH1315.The geoid height was determined by GEOID03.
 AH1315
 AH1315;                    North         East     Units Scale Factor Converg.
 AH1315;SPC TX S     - 5,223,850.474   407,280.654   MT  0.99996537   +0 29 37.5
 AH1315;SPC TX S     -17,138,582.76  1,336,219.95   sFT  0.99996537   +0 29 37.5
 AH1315;UTM  14      - 3,063,085.280   656,558.666   MT  0.99990255   +0 44 15.7
 AH1315
 AH1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1315!SPC TX S     -   1.00000304  x   0.99996537  =   0.99996841
 AH1315!UTM  14      -   1.00000304  x   0.99990255  =   0.99990559
 AH1315
 AH1315|---------------------------------------------------------------------|
 AH1315| PID    Reference Object                     Distance      Geod. Az  |
 AH1315|                                                           dddmmss.s |
 AH1315| CV2520 KLEPAC RM 1                           6.221 METERS 17035     |
 AH1315| AH1570 CORPUS CHRISTI CUDDIHY CONT TR      APPROX.10.7 KM 2945841.5 |
 AH1315| CV2521 KLEPAC RM 2                          95.378 METERS 29706     |
 AH1315| CV2519 KLEPAC AZ MK                                       3274512.3 |
 AH1315|---------------------------------------------------------------------|
 AH1315
 AH1315                          SUPERSEDED SURVEY CONTROL
 AH1315
 AH1315  NAD 83(1986)-  27 40 58.48378(N)    097 24 44.77152(W) AD(       ) 2
 AH1315  NAD 27      -  27 40 57.36700(N)    097 24 43.79900(W) AD(       ) 2
 AH1315
 AH1315.Superseded values are not recommended for survey control.
 AH1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1315.See file dsdata.txt to determine how the superseded data were derived.
 AH1315
 AH1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5655963085(NAD 83)
 AH1315_MARKER: DS = TRIANGULATION STATION DISK
 AH1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1315_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1315
 AH1315  HISTORY     - Date     Condition        Report By
 AH1315  HISTORY     - 1949     MONUMENTED       CGS
 AH1315  HISTORY     - 1963     GOOD             CGS
 AH1315  HISTORY     - 1980     GOOD             TXHD
 AH1315  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1315
 AH1315                          STATION DESCRIPTION
 AH1315
 AH1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE)
 AH1315'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF CORPUS CHRISTI, 7
 AH1315'MILES NORTH-NORTHEAST OF CHAPMAN, 0.5 MILE EAST OF OSO CREEK,
 AH1315'304 FEET SOUTHEAST OF A FARM DRIVEWAY, 172 FEET EAST-SOUTHEAST
 AH1315'OF THE SOUTHEAST CORNER OF A STONE HOUSE, 21.5 FEET SOUTHWEST OF
 AH1315'THE CENTER OF A ROAD, AND 21 FEET NORTH OF A POWER LINE POLE.
 AH1315'IT IS 16 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED,
 AH1315'KLEPAC 1949.
 AH1315'
 AH1315'REFERENCE MARK NO. 1 IS 38 FEET SOUTHWEST OF THE CENTER OF A
 AH1315'ROAD AND 0.7 FOOT NORTHWEST OF A POWER LINE POLE.  IT PROJECTS
 AH1315'1 INCH AND IS STAMPED, KLEPAC NO 1 1949.
 AH1315'
 AH1315'REFERENCE MARK NO. 2 IS 31 FEET WEST-NORTHWEST OF THE INTERSECTION
 AH1315'OF A T-ROAD, 9.0 FEET NORTHWEST OF THE CENTER OF A FARM DRIVEWAY,
 AH1315'AND 5.0 FEET NORTHEAST OF A POWER LINE POLE.  IT PROJECTS 3
 AH1315'INCHES AND IS STAMPED, KLEPAC NO 2 1949.
 AH1315'
 AH1315'AZIMUTH MARK IS 185 FEET WEST OF A WHITE FARM HOUSE, 32.5
 AH1315'FEET SOUTHEAST OF THE CENTER OF A ROAD, 2.0 FEET NORTHEAST OF
 AH1315'A WITNESS POST, AND 2.0 FEET SOUTHWEST OF A POWER LINE POLE.
 AH1315'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED, KLEPAC 1949.
 AH1315'
 AH1315'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY NO. 44
 AH1315'AND STATE HIGHWAY NO. 286, GO SOUTH AND SOUTHWEST ON STATE HIGHWAY
 AH1315'NO. 286 FOR 5.4 MILES TO THE JUNCTION OF STATE HIGHWAY NO. 286
 AH1315'AND STATE HIGHWAY NO. 357, TURN LEFT ON STATE HIGHWAY NO. 357
 AH1315'AND GO 2.0 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTHWEST FOR
 AH1315'1.0 MILE, TURN LEFT AND GO 0.6 MILE TO A STONE HOUSE ON THE
 AH1315'RIGHT AND THE STATION AS DESCRIBED.
 AH1315'
 AH1315'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWEST
 AH1315'FOR 0.6 MILE, TURN RIGHT AND GO 0.25 MILE TO THE MARK ON THE
 AH1315'RIGHT.
 AH1315'
 AH1315'A 47 FOOT SIGNAL AT RODD IS VISIBLE AT 4 FEET.
 AH1315'
 AH1315'A 74 FOOT SIGNAL AT CHAPMAN AND HARDPAN 1912 IS VISIBLE AT
 AH1315'4 FEET.
 AH1315'
 AH1315'A 4 FOOT SIGNAL AT STOCKTON IS VISIBLE AT 37 FEET.
 AH1315'
 AH1315'AN 87 FOOT SIGNAL AT PETRONILLA AND FAIRVIEW 1931 IS VISIBLE
 AH1315'AT 37 FEET.
 AH1315'
 AH1315'A 60 FOOT SIGNAL AT CUDDIHY AND MAUS IS VISIBLE AT 37 FEET.
 AH1315'
 AH1315'A 47 FOOT SIGNAL AT MC GLOINS BLUFF 1860 IS VISIBLE AT 37 FEET.
 AH1315'
 AH1315'AN 87 FOOT SIGNAL AT LAGUNA MADRE NORTH BASE 1882 IS VISIBLE AT 4
 AH1315'FEET.
 AH1315'
 AH1315'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AH1315
 AH1315                          STATION RECOVERY (1963)
 AH1315
 AH1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RWT)
 AH1315'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 AH1315'WERE FOUND IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK
 AH1315'1 DID NOT CHECK BY 08 MINUTES AND 22.7 SECONDS.  THE DIRECTION
 AH1315'TO REFERENCE MARK 2 CHECKED BUT THE DISTANCE COULD NOT BE CHECKED
 AH1315'BECAUSE OF CORN ON LINE.  THE DIRECTION TO THE AZIMUTH MARK
 AH1315'CHECKED.
 AH1315'
 AH1315'A COMPLETE DESCRIPTION FOLLOWS--
 AH1315'
 AH1315'THE STATION IS ABOUT 8 MILES SOUTH OF CORPUS CHRISTI, ABOUT 7
 AH1315'MILES NORTH-NORTHEAST OF CHAPMAN, ABOUT 0.5 MILE EAST OF OSO
 AH1315'CREEK AND ON THE PROPERTY OF MR. L.R. JONES.
 AH1315'
 AH1315'THE STATION IS A STANDARD DISK STAMPED KLEPAC 1949 SET IN THE TOP
 AH1315'OF A 12 INCH BY 12 INCH CONCRETE POST THAT IS 14 INCHES BELOW
 AH1315'THE SURFACE OF THE GROUND.  THE MARK IS 304 FEET SOUTHEAST OF
 AH1315'THE CENTERLINE OF A DRIVEWAY, 172 FEET EAST-SOUTHEAST OF THE
 AH1315'SOUTHEAST CORNER OF A STONE HOUSE, 21 FEET SOUTHWEST OF THE
 AH1315'CENTERLINE OF A DIRT ROAD AND 21 FEET NORTH OF A POWER POLE
 AH1315'WITH A GUY WIRE.
 AH1315'
 AH1315'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KLEPAC NO 1 1949
 AH1315'SET IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE POST WHICH
 AH1315'PROJECTS 1 INCH.  THE MARK IS 38 FEET SOUTHWEST OF THE CENTERLINE
 AH1315'OF THE DIRT ROAD AND 0.7 FOOT NORTHWEST OF THE POWER POLE WITH THE
 AH1315'GUY WIRE.
 AH1315'
 AH1315'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KLEPAC NO 2 1949
 AH1315'SET IN THE TOP OF A 10 INCH BY 10 INCH CONCRETE POST WHICH
 AH1315'PROJECTS 2 INCHES.  THE MARK IS 31 FEET WEST-NORTHWEST OF THE
 AH1315'INTERSECTION OF A T-ROAD, 30 FEET SOUTH OF THE CENTERLINE OF A
 AH1315'SHELL ROAD, 11 FEET WEST OF THE CENTELINE OF A DRIVEWAY AND
 AH1315'4.5 FEET NORTH-NORTHWEST OF A POWER POLE.
 AH1315'
 AH1315'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KLEPAC 1949 SET IN
 AH1315'THE TOP OF A CONCRETE CYLINDER THAT IS 14 INCHES IN DIAMETER
 AH1315'AND PROJECTS 4 INCHES.  THE MARK IS 185 FEET WEST OF A WHITE
 AH1315'FARM HOUSE, 33 FEET SOUTHEAST OF THE CENTERLINE OF A SHELL ROAD,
 AH1315'60 FEET SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY, 2 FEET
 AH1315'SOUTHWEST OF A TELEPHONE POLE.
 AH1315'
 AH1315'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 357 AND 358 IN THE
 AH1315'SOUTHEAST PART OF CORPUS CHRISTI, GO SOUTHWEST ON HIGHWAY 357
 AH1315'FOR 1.7 MILES TO A POINT WHERE HIGHWAY 357 TURNS FROM SOUTHWEST
 AH1315'TO NORTHWEST.  TURN RIGHT AND GO NORTHWEST ON HIGHWAY 357 FOR
 AH1315'3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTHWEST ON EVERHART
 AH1315'ROAD FOR 1.0 MILE TO A CROSSROAD AND A WOODEN BRIDGE ON THE
 AH1315'RIGHT.  TURN RIGHT AND GO NORTHEAST ON A DIRT ROAD FOR 0.5 MILE TO
 AH1315'THE FIRST POWER POLE AND THE STATION ON THE LEFT.
 AH1315'
 AH1315'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 AH1315'A SHELL ROAD FOR 0.5 MILE TO A POINT WHERE THE SHELL ROAD TURNS
 AH1315'FROM NORTHWEST TO NORTHEAST.  TURN RIGHT AND GO NORTHEAST
 AH1315'ON A SHELL ROAD FOR 0.25 MILE TO A DRIVEWAY AND THE AZIMUTH
 AH1315'MARK ON THE RIGHT.
 AH1315'
 AH1315'DISTANCES FOR R.M. 2 ARE FROM 1949 OBS.
 AH1315'
 AH1315'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 AH1315
 AH1315                          STATION RECOVERY (1980)
 AH1315
 AH1315'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1980 (FM)
 AH1315'1949 RECOVERED GOOD.  (UNDER GROUND)
 AH1315'
 AH1315'AZIMUTH MARK AND REFERENCES IN PLACE.
 AH1315'
 AH1315'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NW OF CHAPMAN RANCH.
 AH1315
 AH1315                          STATION RECOVERY (2001)
 AH1315
 AH1315'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH1315'THIS AREA HAS BEEN DEVELOPED INTO A SUBDIVISION AND MARK WAS PROBABLY
 AH1315'DESTROYED IN CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4901 ***********************************************************************
 AH4901  DESIGNATION -  KLETT ET
 AH4901  PID         -  AH4901
 AH4901  STATE/COUNTY-  TX/BLANCO
 AH4901  USGS QUAD   -  JOHNSON CITY (1982)
 AH4901
 AH4901                         *CURRENT SURVEY CONTROL
 AH4901  ___________________________________________________________________
 AH4901* NAD 83(1993)-  30 16 37.03347(N)    098 29 12.21616(W)     ADJUSTED  
 AH4901* NAVD 88     -       456.9    (meters)    1499.     (feet)  VERTCON   
 AH4901  ___________________________________________________________________
 AH4901  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 AH4901  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 AH4901
 AH4901  HORZ ORDER  -  THIRD
 AH4901
 AH4901.The horizontal coordinates were established by classical geodetic methods
 AH4901.and adjusted by the National Geodetic Survey in July 1998..
 AH4901
 AH4901.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4901
 AH4901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4901
 AH4901.The geoid height was determined by GEOID03.
 AH4901
 AH4901;                    North         East     Units Scale Factor Converg.
 AH4901;SPC TX C     - 3,069,129.287   877,660.312   MT  0.99996107   +0 57 04.0
 AH4901;SPC TX C     -10,069,301.67  2,879,457.21   sFT  0.99996107   +0 57 04.0
 AH4901;UTM  14      - 3,349,586.204   549,366.311   MT  0.99963006   +0 15 31.6
 AH4901
 AH4901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4901!SPC TX C     -   0.99993192  x   0.99996107  =   0.99989299
 AH4901!UTM  14      -   0.99993192  x   0.99963006  =   0.99956200
 AH4901
 AH4901                          SUPERSEDED SURVEY CONTROL
 AH4901
 AH4901  NGVD 29 (07/28/98)  456.8    (m)         1499.     (f) VERT ANG       
 AH4901
 AH4901.Superseded values are not recommended for survey control.
 AH4901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4901.See file dsdata.txt to determine how the superseded data were derived.
 AH4901
 AH4901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU4936649586(NAD 83)
 AH4901_MARKER: DS = TRIANGULATION STATION DISK
 AH4901_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH4901_PROJECTION: FLUSH
 AH4901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4901+STABILITY: SURFACE MOTION
 AH4901
 AH4901  HISTORY     - Date     Condition        Report By
 AH4901  HISTORY     - 1959     MONUMENTED       USGS
 AH4901
 AH4901                          STATION DESCRIPTION
 AH4901
 AH4901'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 AH4901'STATION LIES ON FLAT TOPPED KNOLL ABOUT 0.5 MI. S-E. OF RANCH HOUSE, 9
 AH4901'FT. N. OF FENCE LINE.
 AH4901'TO REACH FROM JOHNSON CITY POST OFFICE, PROCEED WESTERLY ALONG U.S.
 AH4901'HIGHWAY 290 1.8 MI., THENCE LEFT ALONG DIRT RD. 0.2 MI. TO JUNCTION,
 AH4901'THENCE LEFT (WESTERLY), FOLLOWING MAIN RD. 2.3 MI. TO DIM TRACK RD. S.
 AH4901'AT TOP OF HILL, THENCE S. ALONG TRACK RD. 0.2 MI. TO GATE, THENCE
 AH4901'CONTINUE SW. 0.3 MI. TO WINDMILL, THENCE WESTERLY THRU GATE 0.3 MI. TO
 AH4901'STATION.
 AH4901'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 6 IN.
 AH4901'ABOVE GROUND, STAMPED---KLETT-ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0822 ***********************************************************************
 CB0822  DESIGNATION -  KLOESEL
 CB0822  PID         -  CB0822
 CB0822  STATE/COUNTY-  TX/RUNNELS
 CB0822  USGS QUAD   -  LOWAKE (1984)
 CB0822
 CB0822                         *CURRENT SURVEY CONTROL
 CB0822  ___________________________________________________________________
 CB0822* NAD 83(1993)-  31 34 52.68311(N)    100 06 57.28614(W)     ADJUSTED  
 CB0822* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 CB0822  ___________________________________________________________________
 CB0822  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 CB0822  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 CB0822
 CB0822  HORZ ORDER  -  THIRD
 CB0822
 CB0822.The horizontal coordinates were established by classical geodetic methods
 CB0822.and adjusted by the National Geodetic Survey in February 1996..
 CB0822
 CB0822.The orthometric height was scaled from a topographic map.
 CB0822
 CB0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0822
 CB0822.The geoid height was determined by GEOID03.
 CB0822
 CB0822;                    North         East     Units Scale Factor Converg.
 CB0822;SPC TX C     - 3,212,271.664   720,636.160   MT  0.99993281   +0 06 43.1
 CB0822;SPC TX C     -10,538,927.95  2,364,287.13   sFT  0.99993281   +0 06 43.1
 CB0822;UTM  14      - 3,494,567.625   394,116.856   MT  0.99973827   -0 35 04.1
 CB0822
 CB0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CB0822!SPC TX C     -   0.99991892  x   0.99993281  =   0.99985174
 CB0822!UTM  14      -   0.99991892  x   0.99973827  =   0.99965721
 CB0822
 CB0822:                Primary Azimuth Mark                     Grid Az
 CB0822:SPC TX C     -  PIT                                      208 39 00.4
 CB0822:UTM  14      -  PIT                                      209 20 47.6
 CB0822
 CB0822|---------------------------------------------------------------------|
 CB0822| PID    Reference Object                     Distance      Geod. Az  |
 CB0822|                                                           dddmmss.s |
 CB0822| CB0862 PIT                                 APPROX.11.6 KM 2084543.5 |
 CB0822|---------------------------------------------------------------------|
 CB0822
 CB0822                          SUPERSEDED SURVEY CONTROL
 CB0822
 CB0822  NAD 83(1986)-  31 34 52.68981(N)    100 06 57.27186(W) AD(       ) 3
 CB0822  NAD 27      -  31 34 52.11100(N)    100 06 55.97306(W) AD(       ) 3
 CB0822
 CB0822.Superseded values are not recommended for survey control.
 CB0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0822.See file dsdata.txt to determine how the superseded data were derived.
 CB0822
 CB0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV9411794568(NAD 83)
 CB0822_MARKER: DD = SURVEY DISK
 CB0822_SETTING: 0 = UNSPECIFIED SETTING
 CB0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0822
 CB0822  HISTORY     - Date     Condition        Report By
 CB0822  HISTORY     - 1956     MONUMENTED       USGS
 CB0822
 CB0822                          STATION DESCRIPTION
 CB0822
 CB0822'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0822'STATION IS LOCATED ABOUT 20 MI. NE. OF SAN ANGELO AND ABOUT 2.6 MI.
 CB0822'NW. OF LOWAKE, ON A LOW HILL.  STATION IS IN A FARM YARD NEAR A LARGE
 CB0822'RED BARN BELONGING TO MR. KLOESEL.
 CB0822'
 CB0822'TO REACH STATION FROM LOWAKE POST OFFICE, FOLLOW FARM ROAD 381 E. FOR
 CB0822'0.1 MI. TO T-RD. JUNCTION, TURN N. ON CALICHE RD. FOR 1.2 MI. TO
 CB0822'BEND IN RD., TURN LEFT (W.) AND FOLLOW CALICHE RD. FOR 2.2 MI. TO
 CB0822'LARGE RED BARN ON LEFT AND STATION SITE.  STATION IS 15 FT. E. OF
 CB0822'LANE TO FARM HOUSE AND 405 FT. S. OF JUNCTION OF LANE WITH CALICHE
 CB0822'RD.
 CB0822'
 CB0822'STATION MARK--STANDARD USGS TABLET STAMPED ---KLOESEL 1956---, SET
 CB0822'IN A CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 CB0822'
 CB0822'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3123 ***********************************************************************
 CS3123  DESIGNATION -  KLONDIKE
 CS3123  PID         -  CS3123
 CS3123  STATE/COUNTY-  TX/JOHNSON
 CS3123  USGS QUAD   -  BRAZOS POINT (1979)
 CS3123
 CS3123                         *CURRENT SURVEY CONTROL
 CS3123  ___________________________________________________________________
 CS3123* NAD 83(1993)-  32 09 53.38688(N)    097 30 24.75772(W)     ADJUSTED  
 CS3123* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 CS3123  ___________________________________________________________________
 CS3123  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CS3123  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CS3123
 CS3123  HORZ ORDER  -  SECOND
 CS3123
 CS3123.The horizontal coordinates were established by classical geodetic methods
 CS3123.and adjusted by the National Geodetic Survey in February 1996..
 CS3123
 CS3123.The orthometric height was scaled from a topographic map.
 CS3123
 CS3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3123
 CS3123.The geoid height was determined by GEOID03.
 CS3123
 CS3123;                    North         East     Units Scale Factor Converg.
 CS3123;SPC TXNC     - 2,055,685.638   693,672.829   MT  0.99999143   +0 32 29.9
 CS3123;SPC TXNC     - 6,744,361.96  2,275,824.94   sFT  0.99999143   +0 32 29.9
 CS3123;SPC TX C     - 3,280,343.030   966,596.532   MT  1.00008776   +1 27 20.8
 CS3123;SPC TX C     -10,762,258.76  3,171,242.12   sFT  1.00008776   +1 27 20.8
 CS3123;UTM  14      - 3,559,682.779   640,787.503   MT  0.99984444   +0 47 42.0
 CS3123
 CS3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3123!SPC TXNC     -   0.99996729  x   0.99999143  =   0.99995872
 CS3123!SPC TX C     -   0.99996729  x   1.00008776  =   1.00005505
 CS3123!UTM  14      -   0.99996729  x   0.99984444  =   0.99981174
 CS3123
 CS3123|---------------------------------------------------------------------|
 CS3123| PID    Reference Object                     Distance      Geod. Az  |
 CS3123|                                                           dddmmss.s |
 CS3123| CY1410 KLONDIKE RM 1                         8.650 METERS 04812     |
 CS3123| CS3122 BEE                                 APPROX. 2.3 KM 1813725.3 |
 CS3123| CY1411 KLONDIKE RM 2                         9.130 METERS 28859     |
 CS3123|---------------------------------------------------------------------|
 CS3123
 CS3123                          SUPERSEDED SURVEY CONTROL
 CS3123
 CS3123  NAD 83(1986)-  32 09 53.39268(N)    097 30 24.73658(W) AD(       ) 2
 CS3123  NAD 27      -  32 09 52.86100(N)    097 30 23.66000(W) AD(       ) 2
 CS3123
 CS3123.Superseded values are not recommended for survey control.
 CS3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3123.See file dsdata.txt to determine how the superseded data were derived.
 CS3123
 CS3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4078859683(NAD 83)
 CS3123_MARKER: DD = SURVEY DISK
 CS3123_SETTING: 66 = SET IN ROCK OUTCROP
 CS3123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS3123+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 CS3123
 CS3123  HISTORY     - Date     Condition        Report By
 CS3123  HISTORY     - 1944     MONUMENTED       CGS
 CS3123  HISTORY     - 19940329 MARK NOT FOUND   USPSQD
 CS3123  HISTORY     - 20060815 GOOD             FRONT
 CS3123
 CS3123                          STATION DESCRIPTION
 CS3123
 CS3123'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3123'STATION IS LOCATED ON THE S END OF A ROCK BLUFF BETWEEN HUN
 CS3123'AND MILL CREEKS, 0.25 MILE N OF THE BRAZOS RIVER, AND ON
 CS3123'THE KLONDIKE RANCH OWNED BY J.N. BATTLE.  THE MARK IS 27
 CS3123'FEET N OF THE EDGE OF THE CLIFF, ABOUT MIDWAY OF THE FLAT
 CS3123'ROCK SURFACE THAT IS ABOUT 500 SQUARE FEET IN AREA.  IT IS
 CS3123'A BRONZE STATION DISK STAMPED KLONDIKE 1944.
 CS3123'
 CS3123'REFERENCE MARK 1 IS NE OF THE STATION, 16 PACES N OF THE
 CS3123'EDGE OF THE CLIFF, AND 5 PACES S OF THE EDGE OF THE WOODS.
 CS3123'IT IS A BRONZE REFERENCE DISK SET IN THE SAME ROCK AS THE
 CS3123'STATION.
 CS3123'
 CS3123'REFERENCE MARK 2 IS NW OF THE STATION, 13 PACES N OF THE
 CS3123'EDGE OF THE CLIFF, AND 4 PACES S OF THE EDGE OF THE WOODS.
 CS3123'IT IS A BRONZE REFERENCE DISK SET IN THE SAME ROCK AS THE
 CS3123'STATION.
 CS3123'
 CS3123'STATION BEE CAN BE USED AS AN AZIMUTH MARK FOR THIS STATION.
 CS3123'
 CS3123'BOTH REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF
 CS3123'THE STATION AND WITH THEIR RESPECTIVE NUMBERS.
 CS3123'
 CS3123'TO REACH THE STATION FROM RIO VISTA, GO S ON THE BLUM ROAD
 CS3123'FOR 1.7 MILES TO CROSS ROAD.  CONTINUE STRAIGHT AHEAD, LEAVING
 CS3123'THE BLUM ROAD, FOR 1.2 MILES TO T-ROAD, TURN RIGHT AND GO
 CS3123'N AND W FOR 3.0 MILES TO A JOG RIGHT AND A JOG LEFT.  CONTINUE
 CS3123'ON MAIN ROAD FOR 3.65 MILES TO ROCK COLUMNS AT THE ENTRANCE
 CS3123'TO THE KLONDIKE RANCH.  TURN RIGHT AND GO TO WIRE GATE TO
 CS3123'THE RIGHT AND IN BACK OF THE RANCH HOUSE, PASS THROUGH THE
 CS3123'GATE AND FOLLOW THE OLD WASHED-OUT ROAD TO THE TOP OF THE
 CS3123'HILL TO AN OPEN MEADOW, BEAR LEFT ON THE OLD ROAD FOR 0.7
 CS3123'MILE TO THE END OF THE ROAD AND END OF TRUCK TRAVEL.  PACK
 CS3123'ALONG THE EDGE OF THE CLIFF FOR ABOUT 150 YARDS TO LARGE
 CS3123'FLAT-TOP ROCK AND THE STATION.
 CS3123'
 CS3123'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CS3123
 CS3123                          STATION RECOVERY (1994)
 CS3123
 CS3123'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS3123'MARK NOT FOUND.
 CS3123
 CS3123                          STATION RECOVERY (2006)
 CS3123
 CS3123'RECOVERY NOTE BY FRONTIER SURVEYING COMPANY 2006 (RLE)
 CS3123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM1409 ***********************************************************************
 DM1409  DESIGNATION -  KLONDIKE
 DM1409  PID         -  DM1409
 DM1409  STATE/COUNTY-  TX/DELTA
 DM1409  USGS QUAD   -  KLONDIKE (1964)
 DM1409
 DM1409                         *CURRENT SURVEY CONTROL
 DM1409  ___________________________________________________________________
 DM1409* NAD 83(1993)-  33 20 19.61566(N)    095 45 38.78606(W)     ADJUSTED  
 DM1409* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 DM1409  ___________________________________________________________________
 DM1409  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 DM1409  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DM1409
 DM1409  HORZ ORDER  -  THIRD
 DM1409
 DM1409.The horizontal coordinates were established by classical geodetic methods
 DM1409.and adjusted by the National Geodetic Survey in February 1996..
 DM1409
 DM1409.The orthometric height was scaled from a topographic map.
 DM1409
 DM1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 DM1409
 DM1409.The geoid height was determined by GEOID03.
 DM1409
 DM1409;                    North         East     Units Scale Factor Converg.
 DM1409;SPC TXNC     - 2,188,745.733   854,948.501   MT  0.99988514   +1 29 38.3
 DM1409;SPC TXNC     - 7,180,909.96  2,804,943.54   sFT  0.99988514   +1 29 38.3
 DM1409;UTM  15      - 3,692,249.208   243,050.470   MT  1.00041408   -1 31 05.2
 DM1409
 DM1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1409!SPC TXNC     -   0.99998038  x   0.99988514  =   0.99986552
 DM1409!UTM  15      -   0.99998038  x   1.00041408  =   1.00039445
 DM1409
 DM1409|---------------------------------------------------------------------|
 DM1409| PID    Reference Object                     Distance      Geod. Az  |
 DM1409|                                                           dddmmss.s |
 DM1409| CY1413 KLONDIKE RM 1                        14.795 METERS 03514     |
 DM1409| CY1412 KLONDIKE AZ MK                                     0500643.2 |
 DM1409| DM1390 COOPER MUNICIPAL TANK               APPROX. 7.8 KM 0584523.1 |
 DM1409| CY1414 KLONDIKE RM 2                        15.639 METERS 25130     |
 DM1409|---------------------------------------------------------------------|
 DM1409
 DM1409                          SUPERSEDED SURVEY CONTROL
 DM1409
 DM1409  NAD 83(1993)-  33 20 19.61745(N)    095 45 38.78324(W) AD(       ) 3
 DM1409  NAD 83(1986)-  33 20 19.62202(N)    095 45 38.77398(W) AD(       ) 3
 DM1409  NAD 27      -  33 20 19.22600(N)    095 45 37.91400(W) AD(       ) 3
 DM1409
 DM1409.Superseded values are not recommended for survey control.
 DM1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1409.See file dsdata.txt to determine how the superseded data were derived.
 DM1409
 DM1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS4305092249(NAD 83)
 DM1409_MARKER: DS = TRIANGULATION STATION DISK
 DM1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1409
 DM1409  HISTORY     - Date     Condition        Report By
 DM1409  HISTORY     - 1951     MONUMENTED       CGS
 DM1409  HISTORY     - 1957     GOOD             CGS
 DM1409  HISTORY     - 19950620 GOOD             USPSQD
 DM1409
 DM1409                          STATION DESCRIPTION
 DM1409
 DM1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCT)
 DM1409'THE STATION IS LOCATED IN THE NORTHEAST ANGLE OF A TRIANGLE
 DM1409'FORMED BY INTERSECTING ROADS AT THE NORTH EDGE OF KLONDIKE.
 DM1409'IT IS 54 FEET SOUTHWEST OF THE NORTHEAST ANGLE OF THE TRIANGLE,
 DM1409'47 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 24, 38 FEET
 DM1409'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL SHELTER, AND
 DM1409'31 FEET WEST OF THE CENTERLINE OF A ROAD.  THE MARK IS SET
 DM1409'FLUSH WITH THE GROUND AND THE DISK IS STAMPED KLONDIKE 1951.
 DM1409'
 DM1409'REFERENCE MARK NO. 1 IS 31 FEET WEST OF THE CENTERLINE OF A
 DM1409'T-ROAD AND 30 FEET SOUTH OF THE CENTERLINE OF A ROAD.  THE
 DM1409'MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DM1409'KLONDIKE NO 1 1951.
 DM1409'
 DM1409'REFERENCE MARK NO. 2 IS 78 FEET EAST OF THE CENTERLINE OF A
 DM1409'T-ROAD, 46 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF A
 DM1409'SMALL SHELTER AND 31 FEET SOUTH OF THE CENTER LINE OF A ROAD.
 DM1409'THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DM1409'KLONDIKE NO 2 1951.
 DM1409'
 DM1409'AZIMUTH MARK IS 50 FEET NORTH OF THE CENTERLINE OF STATE
 DM1409'HIGHWAY 24, 18 FEET WEST OF A POWER LINE POLE, 4 FEET WEST OF A
 DM1409'WHITE WITNESS POST AND 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCELINE.
 DM1409'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 DM1409'KLONDIKE 1951.
 DM1409'
 DM1409'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 DM1409'IN COOPER, GO WEST ON STATE HIGHWAY 24 FOR 4.55 MILES TO
 DM1409'AZIMUTH MARK ON NORTH SIDE OF ROAD AS DESCRIBED.  CONTINUE
 DM1409'WEST ON HIGHWAY FOR 0.3 MILE TO TRIANGLE AND STATION MARK
 DM1409'AS DESCRIBED.
 DM1409'
 DM1409'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 DM1409
 DM1409                          STATION RECOVERY (1957)
 DM1409
 DM1409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 DM1409'THE STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 DM1409'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 DM1409'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 DM1409
 DM1409                          STATION RECOVERY (1995)
 DM1409
 DM1409'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM1409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0667 ***********************************************************************
 BN0667  DESIGNATION -  KNEESE
 BN0667  PID         -  BN0667
 BN0667  STATE/COUNTY-  TX/GILLESPIE
 BN0667  USGS QUAD   -  FREDERICKSBURG EAST (1982)
 BN0667
 BN0667                         *CURRENT SURVEY CONTROL
 BN0667  ___________________________________________________________________
 BN0667* NAD 83(1993)-  30 20 49.11143(N)    098 46 01.97079(W)     ADJUSTED  
 BN0667* NAVD 88     -       626.     (meters)    2054.     (feet)  SCALED    
 BN0667  ___________________________________________________________________
 BN0667  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 BN0667  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BN0667
 BN0667  HORZ ORDER  -  FIRST
 BN0667
 BN0667.The horizontal coordinates were established by classical geodetic methods
 BN0667.and adjusted by the National Geodetic Survey in February 1996..
 BN0667
 BN0667.The orthometric height was scaled from a topographic map.
 BN0667
 BN0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0667
 BN0667.The geoid height was determined by GEOID03.
 BN0667
 BN0667;                    North         East     Units Scale Factor Converg.
 BN0667;SPC TX C     - 3,076,476.658   850,567.546   MT  0.99994650   +0 48 23.9
 BN0667;SPC TX C     -10,093,407.17  2,790,570.36   sFT  0.99994650   +0 48 23.9
 BN0667;UTM  14      - 3,357,257.017   522,373.175   MT  0.99960618   +0 07 03.4
 BN0667
 BN0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0667!SPC TX C     -   0.99990522  x   0.99994650  =   0.99985173
 BN0667!UTM  14      -   0.99990522  x   0.99960618  =   0.99951144
 BN0667
 BN0667:                Primary Azimuth Mark                     Grid Az
 BN0667:SPC TX C     -  ECKERT MICROWAVE RADIO MAST              014 50 36.1
 BN0667:UTM  14      -  ECKERT MICROWAVE RADIO MAST              015 31 56.6
 BN0667
 BN0667|---------------------------------------------------------------------|
 BN0667| PID    Reference Object                     Distance      Geod. Az  |
 BN0667|                                                           dddmmss.s |
 BN0667| BN0644 ECKERT MICROWAVE RADIO MAST         APPROX.10.2 KM 0153900.0 |
 BN0667| BN0666 GULF AMP 15 GULF OIL 1956            21.252 METERS 23834     |
 BN0667| CV5391 KNEESE RM 1                          86.697 METERS 33803     |
 BN0667|---------------------------------------------------------------------|
 BN0667
 BN0667                          SUPERSEDED SURVEY CONTROL
 BN0667
 BN0667  NAD 83(1986)-  30 20 49.12138(N)    098 46 01.95671(W) AD(       ) 1
 BN0667  NAD 27      -  30 20 48.40530(N)    098 46 00.82340(W) AD(       ) 1
 BN0667
 BN0667.Superseded values are not recommended for survey control.
 BN0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0667.See file dsdata.txt to determine how the superseded data were derived.
 BN0667
 BN0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU2237357257(NAD 83)
 BN0667_MARKER: DS = TRIANGULATION STATION DISK
 BN0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0667
 BN0667  HISTORY     - Date     Condition        Report By
 BN0667  HISTORY     - 1956     MONUMENTED       CGS
 BN0667  HISTORY     - 19930713 MARK NOT FOUND   USPSQD
 BN0667  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0667
 BN0667                          STATION DESCRIPTION
 BN0667
 BN0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0667'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF FREDERICKSBURG,
 BN0667'6 MILES SOUTHWEST OF WILLOW CITY, 0.75 MILE SOUTHEAST OF STATE
 BN0667'HIGHWAY 16, APPROXIMATELY 300 FEET SOUTH OF AN EXCAVATED
 BN0667'CONCRETE SILO, 4 FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS
 BN0667'POST AND NEAR THE CENTER OF A CIRCULAR, FORMERLY CULTIVATED
 BN0667'AREA.  IT LIES ON THE CREST OF THE DIVIDE BETWEEN PALO ALTO
 BN0667'CREEK AND NORTH GRAPE CREEK ON LAND OWNED BY MR. HAROLD B.
 BN0667'KNEESE OF FREDERICKSBURG.
 BN0667'
 BN0667'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 BN0667'16 AND U.S. HIGHWAY 290 IN THE TOWN OF FREDERICKSBURG GO
 BN0667'NORTH ON STATE HIGHWAY 16 FOR 7.3 MILES TO A POINT WHERE
 BN0667'THE HIGHWAY CROSSES OVER A LOW DIVIDE.  TURN RIGHT, CROSS
 BN0667'OVER A CATTLE GUARD, AND GO SOUTHEAST FOR 0.1 MILE.  PASS
 BN0667'THE RIGHT HAND SIDE OF A RANCH HOUSE AND CONTINUE SOUTHEAST,
 BN0667'ON A TRACK ROAD, FOR 0.25 MILE.  PASS THROUGH A BOARD GATE
 BN0667'AND CONTINUE SOUTHEASTERLY FOR 0.5 MILE.  PASS THROUGH A
 BN0667'BOARD GATE AND GO SOUTH FOR 0.2 MILE TO AN EXCAVATED SILO
 BN0667'AT THE NORTHERLY EDGE OF A CULTIVATED FIELD.  THE STATION
 BN0667'LIES ABOUT 300 FEET SOUTH OF THIS POINT.  TO REACH THE
 BN0667'AZIMUTH MARK FROM THE STATION GO NORTHWEST FOR 0.05 MILE TO A
 BN0667'TRACK ROAD.  THEN LEFT FOR 0.1 MILE.  LEAVE THE TRACK
 BN0667'ROAD, GO NORTHWEST ABOUT 100 YARDS TO A WIRE FENCE AND
 BN0667'THE MARK AS DESCRIBED.
 BN0667'
 BN0667'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 BN0667'KNEESE 1956.
 BN0667'
 BN0667'REFERENCE MARK 1 IS 1 FOOT EAST OF A WIRE FENCE AND AT ABOUT
 BN0667'THE SAME ELEVATION AS THE STATION.  IT PROJECTS 5 INCHES,
 BN0667'AND THE DISK IS STAMPED KNEESE NO 1 1956.
 BN0667'
 BN0667'GULF AMP 15 IS A BRONZE DISK, STAMPED GULF AMP 15 S-3-BH,
 BN0667'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH
 BN0667'THE SURFACE OF THE GROUND.  IT IS LOCATED IN THE OPEN FIELD
 BN0667'AT ABOUT THE SAME ELEVATION AS THE STATION.
 BN0667'
 BN0667'THE AZIMUTH MARK IS 2 FEET NORTH OF A WHITE 4 IN X 4 IN
 BN0667'WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.  IT PROJECTS 6
 BN0667'INCHES, AND THE DISK IS STAMPED KNEESE 1956.
 BN0667'
 BN0667'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 BN0667
 BN0667                          STATION RECOVERY (1993)
 BN0667
 BN0667'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0667'MARK NOT FOUND.
 BN0667
 BN0667                          STATION RECOVERY (1996)
 BN0667
 BN0667'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0569 ***********************************************************************
 AO0569  DESIGNATION -  KNEW
 AO0569  PID         -  AO0569
 AO0569  STATE/COUNTY-  TX/LIVE OAK
 AO0569  USGS QUAD   -  WILLOW HOLLOW TANK (1965)
 AO0569
 AO0569                         *CURRENT SURVEY CONTROL
 AO0569  ___________________________________________________________________
 AO0569* NAD 83(1993)-  28 32 19.20600(N)    098 15 05.86414(W)     ADJUSTED  
 AO0569* NAVD 88     -       101.02   (+/-2cm)     331.4    (feet)  VERTCON   
 AO0569  ___________________________________________________________________
 AO0569  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AO0569  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AO0569
 AO0569  HORZ ORDER  -  SECOND
 AO0569  VERT ORDER  -  THIRD ? (See Below)
 AO0569
 AO0569.The horizontal coordinates were established by classical geodetic methods
 AO0569.and adjusted by the National Geodetic Survey in February 1996..
 AO0569
 AO0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 AO0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AO0569.The vertical order pertains to the NGVD 29 superseded value.
 AO0569
 AO0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AO0569
 AO0569.The geoid height was determined by GEOID03.
 AO0569
 AO0569;                    North         East     Units Scale Factor Converg.
 AO0569;SPC TXSC     - 4,078,406.661   673,238.381   MT  0.99995904   +0 21 59.9
 AO0569;SPC TXSC     -13,380,572.52  2,208,782.92   sFT  0.99995904   +0 21 59.9
 AO0569;UTM  14      - 3,157,104.211   573,213.724   MT  0.99966615   +0 21 27.2
 AO0569
 AO0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AO0569!SPC TXSC     -   0.99998823  x   0.99995904  =   0.99994727
 AO0569!UTM  14      -   0.99998823  x   0.99966615  =   0.99965439
 AO0569
 AO0569:                Primary Azimuth Mark                     Grid Az
 AO0569:SPC TXSC     -  THREE RIVERS MUNICIPAL TANK              141 46 11.0
 AO0569:UTM  14      -  THREE RIVERS MUNICIPAL TANK              141 46 43.7
 AO0569
 AO0569|---------------------------------------------------------------------|
 AO0569| PID    Reference Object                     Distance      Geod. Az  |
 AO0569|                                                           dddmmss.s |
 AO0569| AO0588 THREE RIVERS MUNICIPAL TANK         APPROX.10.7 KM 1420810.9 |
 AO0569| CV5393 KNEW RM 1                            28.853 METERS 17115     |
 AO0569| CV5394 KNEW RM 2                            22.067 METERS 24704     |
 AO0569| CV5395 KNEW RM 3                            17.490 METERS 26440     |
 AO0569| CV5392 KNEW AZ MK                                         3501032.2 |
 AO0569|---------------------------------------------------------------------|
 AO0569
 AO0569                          SUPERSEDED SURVEY CONTROL
 AO0569
 AO0569  NAD 83(1986)-  28 32 19.21118(N)    098 15 05.84233(W) AD(       ) 2
 AO0569  NAD 27      -  28 32 18.24900(N)    098 15 04.81000(W) AD(       ) 2
 AO0569  NGVD 29 (07/19/86)  100.99   (m)          331.3    (f) LEVELING    3  
 AO0569
 AO0569.Superseded values are not recommended for survey control.
 AO0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0569.See file dsdata.txt to determine how the superseded data were derived.
 AO0569
 AO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS7321457104(NAD 83)
 AO0569_MARKER: DB = BENCH MARK DISK
 AO0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0569
 AO0569  HISTORY     - Date     Condition        Report By
 AO0569  HISTORY     - 1952     MONUMENTED       USGS
 AO0569  HISTORY     - 1953     GOOD             CGS
 AO0569
 AO0569                          STATION DESCRIPTION
 AO0569
 AO0569'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (HSC)
 AO0569'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF THREE RIVERS
 AO0569'ON THE NORTH END OF A MESQUITE COVERED RIDGE, AND ON LAND
 AO0569'OWNED BY MR. KNEW.
 AO0569'
 AO0569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 AO0569'AND FARM ROAD 63 IN THREE RIVERS.  GO NORTH ON U.S. HIGHWAY
 AO0569'281 FOR 4.0 MILES TO A T-ROAD LEFT.  TURN LEFT AND GO WEST
 AO0569'ON THE DIRT ROAD FOR 1.8 MILES TO A T-ROAD LEFT.  CONTINUE
 AO0569'WEST FOR 1.1 MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 AO0569'WEST FOR 1.2 MILES TO A DIM TRACK ROAD ON THE LEFT.*  TURN
 AO0569'LEFT AND FOLLOW THE DIM TRACK ROAD SOUTHERLY FOR 0.2 MILE
 AO0569'TO THE TOP OF THE HILL AND THE STATION.  *TO REACH THE AZIMUTH
 AO0569'MARK FROM THIS POINT.  CONTINUE WEST ON THE DIRT ROAD FOR 0.3
 AO0569'MILE TO A GATE AND THE AZIMUTH MARK AS DESCRIBED.
 AO0569'
 AO0569'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 AO0569'IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 1
 AO0569'INCH, AND THE DISK IS STAMPED KNEW 1952.
 AO0569'
 AO0569'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY DISK SET IN
 AO0569'THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES,
 AO0569'AND THE DISK IS STAMPED KNEW NO 1 1952.  IT IS 3 FEET LOWER
 AO0569'THAN THE STATION.
 AO0569'
 AO0569'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY DISK SET IN
 AO0569'THE TOP OF A 6-INCH CONCRETE POST THAT PROJECTS 7 INCHES,
 AO0569'AND THE DISK IS STAMPED KNEW NO 2 1952.  IT IS THE SAME ELEVATION
 AO0569'AS THE STATION.
 AO0569'
 AO0569'THE AZIMUTH MARK IS A STANDARD BRONZE DISK BRAZED TO THE
 AO0569'TOP OF A 3-INCH IRON PIPE THAT PROJECTS 3 INCHES, AND THE
 AO0569'DISK IS STAMPED KNEW USGS 1952.  IT IS 100 FEET WEST OF A GATE,
 AO0569'3 FEET EAST OF A WITNESS POST AND IN A FENCE LINE.
 AO0569
 AO0569                          STATION RECOVERY (1953)
 AO0569
 AO0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HSC)
 AO0569'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE
 AO0569'FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  REFERENCE
 AO0569'MARK 2 HAS BEEN DESTROYED AND REFERENCE MARK 3 WAS ESTABLISHED.
 AO0569'
 AO0569'REFERENCE MARK 3 IS STAMPED KNEW USGS NO 3 1952.  IT IS A
 AO0569'STANDARD DISK SET IN A CONCRETE MONUMENT.
 AO0569'IT PROJECTS 2 INCHES AND IS THE SAME ELEVATION AS THE
 AO0569'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1824 ***********************************************************************
 AY1824  DESIGNATION -  KNIBBE
 AY1824  PID         -  AY1824
 AY1824  STATE/COUNTY-  TX/COMAL
 AY1824  USGS QUAD   -  SPRING BRANCH (1964)
 AY1824
 AY1824                         *CURRENT SURVEY CONTROL
 AY1824  ___________________________________________________________________
 AY1824* NAD 83(1993)-  29 53 00.62409(N)    098 24 27.19805(W)     ADJUSTED  
 AY1824* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 AY1824  ___________________________________________________________________
 AY1824  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 AY1824  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 AY1824
 AY1824  HORZ ORDER  -  THIRD
 AY1824
 AY1824.The horizontal coordinates were established by classical geodetic methods
 AY1824.and adjusted by the National Geodetic Survey in February 1996..
 AY1824
 AY1824.The orthometric height was scaled from a topographic map.
 AY1824
 AY1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY1824
 AY1824.The geoid height was determined by GEOID03.
 AY1824
 AY1824;                    North         East     Units Scale Factor Converg.
 AY1824;SPC TXSC     - 4,227,361.554   657,224.003   MT  0.99990894   +0 17 24.9
 AY1824;SPC TXSC     -13,869,268.70  2,156,242.42   sFT  0.99990894   +0 17 24.9
 AY1824;SPC TX C     - 3,025,649.358   886,031.626   MT  1.00007040   +0 59 30.8
 AY1824;SPC TX C     - 9,926,651.27  2,906,922.09   sFT  1.00007040   +0 59 30.8
 AY1824;UTM  14      - 3,306,024.429   557,207.084   MT  0.99964038   +0 17 42.7
 AY1824
 AY1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY1824!SPC TXSC     -   0.99995186  x   0.99990894  =   0.99986080
 AY1824!SPC TX C     -   0.99995186  x   1.00007040  =   1.00002225
 AY1824!UTM  14      -   0.99995186  x   0.99964038  =   0.99959225
 AY1824
 AY1824|---------------------------------------------------------------------|
 AY1824| PID    Reference Object                     Distance      Geod. Az  |
 AY1824|                                                           dddmmss.s |
 AY1824| CV5397 KNIBBE RM 1                          13.528 METERS 07432     |
 AY1824| CV5396 KNIBBE AZ MK                                       1974152.3 |
 AY1824| CV5398 KNIBBE RM 2                          10.169 METERS 34416     |
 AY1824|---------------------------------------------------------------------|
 AY1824
 AY1824                          SUPERSEDED SURVEY CONTROL
 AY1824
 AY1824  NAD 83(1986)-  29 53 00.63270(N)    098 24 27.18118(W) AD(       ) 3
 AY1824  NAD 27      -  29 52 59.85720(N)    098 24 26.11580(W) AD(       ) 3
 AY1824
 AY1824.Superseded values are not recommended for survey control.
 AY1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1824.See file dsdata.txt to determine how the superseded data were derived.
 AY1824
 AY1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU5720706024(NAD 83)
 AY1824_MARKER: DS = TRIANGULATION STATION DISK
 AY1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY1824
 AY1824  HISTORY     - Date     Condition        Report By
 AY1824  HISTORY     - 1956     MONUMENTED       CGS
 AY1824  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AY1824  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 AY1824
 AY1824                          STATION DESCRIPTION
 AY1824
 AY1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 AY1824'THE STATION IS ABOUT 1/2 MILE NORTH OF SPRING BRANCH AND 0.1
 AY1824'MILE EAST OF U.S. HIGHWAY 281.  IT IS 85 FEET WEST OF A FENCE AND
 AY1824'4 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST.
 AY1824'
 AY1824'TO REACH THE STATION FROM THE POST OFFICE IN SPRING BRANCH,
 AY1824'GO NORTH ON HIGHWAY 281 FOR 0.2 MILE TO THE AZIMUTH MARK
 AY1824'ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.25 MILE TO
 AY1824'A GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH THE GATE
 AY1824'AND GO EAST FOR 0.1 MILE TO THE STATION.
 AY1824'
 AY1824'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 AY1824'STAMPED KNIBBE 1956.
 AY1824'
 AY1824'REFERENCE MARK 1 IS 53 FEET WEST OF THE FENCE AND 40 FEET
 AY1824'NORTHEAST OF THE WITNESS POST.  THE MARK IS FLUSH WITH
 AY1824'THE GROUND, AND THE DISK IS STAMPED KNIBBE NO 1 1956.
 AY1824'
 AY1824'REFERENCE MARK 2 IS 106 FEET WEST OF THE FENCE AND 35 FEET
 AY1824'NORTHWEST OF THE WITNESS POST.  THE MARK IS FLUSH WITH THE
 AY1824'GROUND, AND THE DISK IS STAMPED KNIBBE NO 2 1956.
 AY1824'
 AY1824'THE AZIMUTH MARK IS 53 FEET WEST OF THE CENTER OF THE
 AY1824'HIGHWAY, 10 FEET EAST OF A FENCE AND 3 FEET SOUTH OF A
 AY1824'4 IN X 4 IN WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND
 AY1824'THE DISK IS STAMPED KNIBBE 1956.
 AY1824
 AY1824                          STATION RECOVERY (1999)
 AY1824
 AY1824'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1824'MARK NOT FOUND.
 AY1824
 AY1824                          STATION RECOVERY (2002)
 AY1824
 AY1824'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLP)
 AY1824'ONLY RM2 WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0971 ***********************************************************************
 BL0971  DESIGNATION -  KNIGHT
 BL0971  PID         -  BL0971
 BL0971  STATE/COUNTY-  TX/SAN JACINTO
 BL0971  USGS QUAD   -  STALEY (1972)
 BL0971
 BL0971                         *CURRENT SURVEY CONTROL
 BL0971  ___________________________________________________________________
 BL0971* NAD 83(1993)-  30 47 05.31335(N)    095 18 06.26157(W)     ADJUSTED  
 BL0971* NAVD 88     -       106.02   (+/-2cm)     347.8    (feet)  VERTCON   
 BL0971  ___________________________________________________________________
 BL0971  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BL0971  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0971
 BL0971  HORZ ORDER  -  FIRST
 BL0971  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0971
 BL0971.The horizontal coordinates were established by classical geodetic methods
 BL0971.and adjusted by the National Geodetic Survey in February 1996..
 BL0971
 BL0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0971.The vertical order pertains to the NGVD 29 superseded value.
 BL0971
 BL0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL0971
 BL0971.The geoid height was determined by GEOID03.
 BL0971
 BL0971;                    North         East     Units Scale Factor Converg.
 BL0971;SPC TX C     - 3,134,840.650 1,181,396.653   MT  0.99988885   +2 35 29.6
 BL0971;SPC TX C     -10,284,889.70  3,875,965.52   sFT  0.99988885   +2 35 29.6
 BL0971;UTM  15      - 3,408,018.933   279,741.709   MT  1.00019849   -1 10 42.7
 BL0971
 BL0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL0971!SPC TX C     -   0.99998762  x   0.99988885  =   0.99987648
 BL0971!UTM  15      -   0.99998762  x   1.00019849  =   1.00018611
 BL0971
 BL0971|---------------------------------------------------------------------|
 BL0971| PID    Reference Object                     Distance      Geod. Az  |
 BL0971|                                                           dddmmss.s |
 BL0971| BL0972 KNIGHT RM 1                          31.830 METERS 20503     |
 BL0971| BL0974 KNIGHT AZ MK                                       2110848.8 |
 BL0971| BL0973 KNIGHT RM 2                          31.638 METERS 30613     |
 BL0971|---------------------------------------------------------------------|
 BL0971
 BL0971                          SUPERSEDED SURVEY CONTROL
 BL0971
 BL0971  NAD 83(1986)-  30 47 05.32433(N)    095 18 06.24685(W) AD(       ) 1
 BL0971  NAD 27      -  30 47 04.64100(N)    095 18 05.46100(W) AD(       ) 1
 BL0971  NGVD 29 (??/??/92)  106.025  (m)          347.85   (f) ADJ UNCH    2 0
 BL0971
 BL0971.Superseded values are not recommended for survey control.
 BL0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0971.See file dsdata.txt to determine how the superseded data were derived.
 BL0971
 BL0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ7974208019(NAD 83)
 BL0971_MARKER: DS = TRIANGULATION STATION DISK
 BL0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0971_STAMPING: KNIGHT 1942
 BL0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0971+STABILITY: SURFACE MOTION
 BL0971
 BL0971  HISTORY     - Date     Condition        Report By
 BL0971  HISTORY     - 1942     MONUMENTED       CGS
 BL0971  HISTORY     - 1947     GOOD             NGS
 BL0971  HISTORY     - 1958     GOOD             CGS
 BL0971  HISTORY     - 1963     POOR             CGS
 BL0971
 BL0971                          STATION DESCRIPTION
 BL0971
 BL0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 BL0971'STATION IS ABOUT 3.5 MILES N OF THE TOWN OF OAKHURST, ON
 BL0971'A HILL ON THE PROPERTY OF THE GIBBS BROTHERS REAL ESTATE
 BL0971'COMPANY OF HUNTSVILLE.  IT IS ON THE HIGHEST PART OF THE
 BL0971'HILL AT THE LINE BETWEEN A CULTIVATED FIELD AND A SECTION
 BL0971'OF TIMBER, 15 FEET S OF A FENCE AND 18 FEET SSE OF A WHITE
 BL0971'REFERENCE POST.  IT IS STAMPED KNIGHT 1942 AND PROJECTS ABOUT
 BL0971'4 INCHES.
 BL0971'
 BL0971'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 BL0971'STANDARD BRONZE DISKS SET IN CONCRETE.
 BL0971'
 BL0971'REFERENCE MARK NO. 1 IS SSW OF THE STATION.  IT IS STAMPED
 BL0971'KNIGHT NO. 1 1942 AND PROJECTS 4 INCHES.
 BL0971'
 BL0971'REFERENCE MARK NO. 2 IS NW OF THE STATION AND 1 FOOT S OF THE
 BL0971'FENCE LINE.  IT IS STAMPED KNIGHT NO. 2 1942 AND PROJECTS
 BL0971'3 INCHES.
 BL0971'
 BL0971'THE AZIMUTH MARK IS ABOUT 0.3 MILE SW BY S OF THE STATION,
 BL0971'ABOUT 50 FEET E OF THE CENTER LINE OF THE ROAD TO THE STATION,
 BL0971'26 FEET N OF THE CENTER LINE OF A TRACK ROAD LEADING E AND 22
 BL0971'FEET E BY S OF A WHITE REFERENCE POST.  IT IS STAMPED KNIGHT
 BL0971'1942 AND PROJECTS ABOUT 2 INCHES.  A 64-FOOT SIGNAL AT THE
 BL0971'STATION IS NECESSARY TO SEE THE AZIMUTH MARK.
 BL0971'
 BL0971'TO REACH FROM THE R.W. LOVING GROCERY STORE AND GAS STATION
 BL0971'ON THE N EDGE OF OAKHURST TAKE THE T-ROAD LEADING N FROM
 BL0971'STATE HIGHWAY 190 FOR 3.0 MILES TO THE AZIMUTH MARK ON THE
 BL0971'E SIDE OF THE ROAD, CONTINUE 0.15 MILE AND TAKE A DIM RIGHT
 BL0971'FORK, GO 0.15 MILE TO THE TOP OF THE HILL TO AN E-AND-W FENCE
 BL0971'AND THE STATION.
 BL0971'
 BL0971'A 90-FOOT SIGNAL AT MC DUFFIE, A 103-FOOT SIGNAL AT OAK AND
 BL0971'A 90-FOOT SIGNAL AT DODGE ARE VISIBLE AT 77 FEET.
 BL0971
 BL0971                          STATION RECOVERY (1947)
 BL0971
 BL0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 BL0971'3.6 MI NW FROM OAKHURST.
 BL0971'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0971'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO THE
 BL0971'JUNCTION WITH U. S. HIGHWAY NO. 190, THENCE 3.2 MILES NORTH ALONG A
 BL0971'GRADED DIRT ROAD, THENCE ABOUT 216 YARDS EAST THROUGH A FIELD, ABOUT
 BL0971'216 YARDS EAST OF THE ROAD AND EAST OF AND ACROSS THE ROAD FROM A FARM
 BL0971'HOUSE, 104.0 NORTH OF KNIGHT R.M. 1, 104.0 FEET SOUTHEAST OF KNIGHT
 BL0971'R.M. 2, 14.0 FEET SOUTH OF A FENCE, 2.0 FEET WEST OF A REFERENCE POST,
 BL0971'A DISK SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 BL0971'GROUND.
 BL0971
 BL0971                          STATION RECOVERY (1958)
 BL0971
 BL0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WHS)
 BL0971'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 BL0971'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 BL0971
 BL0971                          STATION RECOVERY (1963)
 BL0971
 BL0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFW)
 BL0971'CHANGES IN ORIGINAL DESCRIPTION--STATION IS ON PROPERTY OF
 BL0971'A.M. DURDIN.  NO WHITE REFERENCE POST.  IS 2.8 FEET SOUTH OF
 BL0971'PRESENT FENCE.  SURFACE MARK WAS DISTURBED AND IS LYING ON
 BL0971'GROUND.  UNDERGROUND MARK RECOVERED AND OCCUPIED.  REFERENCE
 BL0971'MARK NO. 1 APPEARS UNDISTURBED.  REFERENCE MARK NO. 2 APPEARS
 BL0971'TO HAVE BEEN DISTURBED.  CLEARED LINE OF SIGHT TO AZIMUTH
 BL0971'MARK SO NO TOWER NECESSARY TO OBSERVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0606 ***********************************************************************
 BN0606  DESIGNATION -  KNIGHT
 BN0606  PID         -  BN0606
 BN0606  STATE/COUNTY-  TX/BURNET
 BN0606  USGS QUAD   -  COUNCIL CREEK (1976)
 BN0606
 BN0606                         *CURRENT SURVEY CONTROL
 BN0606  ___________________________________________________________________
 BN0606* NAD 83(1993)-  30 46 12.60745(N)    098 16 28.88065(W)     ADJUSTED  
 BN0606* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 BN0606  ___________________________________________________________________
 BN0606  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 BN0606  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 BN0606
 BN0606  HORZ ORDER  -  SECOND
 BN0606
 BN0606.The horizontal coordinates were established by classical geodetic methods
 BN0606.and adjusted by the National Geodetic Survey in February 1996..
 BN0606
 BN0606.The orthometric height was scaled from a topographic map.
 BN0606
 BN0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0606
 BN0606.The geoid height was determined by GEOID03.
 BN0606
 BN0606;                    North         East     Units Scale Factor Converg.
 BN0606;SPC TX C     - 3,124,152.058   897,046.301   MT  0.99988984   +1 03 37.2
 BN0606;SPC TX C     -10,249,822.21  2,943,059.41   sFT  0.99988984   +1 03 37.2
 BN0606;UTM  14      - 3,404,356.075   569,408.979   MT  0.99965943   +0 22 15.9
 BN0606
 BN0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0606!SPC TX C     -   0.99992766  x   0.99988984  =   0.99981751
 BN0606!UTM  14      -   0.99992766  x   0.99965943  =   0.99958712
 BN0606
 BN0606|---------------------------------------------------------------------|
 BN0606| PID    Reference Object                     Distance      Geod. Az  |
 BN0606|                                                           dddmmss.s |
 BN0606| CV5400 KNIGHT RM 1                          20.589 METERS 08835     |
 BN0606| CV5399 KNIGHT AZ MK                                       1624843.8 |
 BN0606| CV5401 KNIGHT RM 2                          21.384 METERS 17623     |
 BN0606| BN0602 BUCHANAN DAM RADIO MAST             APPROX.14.0 KM 2595822.2 |
 BN0606|---------------------------------------------------------------------|
 BN0606
 BN0606                          SUPERSEDED SURVEY CONTROL
 BN0606
 BN0606  NAD 83(1986)-  30 46 12.61843(N)    098 16 28.86703(W) AD(       ) 2
 BN0606  NAD 27      -  30 46 11.96060(N)    098 16 27.77150(W) AD(       ) 2
 BN0606
 BN0606.Superseded values are not recommended for survey control.
 BN0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0606.See file dsdata.txt to determine how the superseded data were derived.
 BN0606
 BN0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV6940904356(NAD 83)
 BN0606_MARKER: DS = TRIANGULATION STATION DISK
 BN0606_SETTING: 66 = SET IN ROCK OUTCROP
 BN0606
 BN0606  HISTORY     - Date     Condition        Report By
 BN0606  HISTORY     - 1956     MONUMENTED       CGS
 BN0606
 BN0606                          STATION DESCRIPTION
 BN0606
 BN0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0606'THE STATION IS LOCATED ABOUT 2.5 MILES WEST-NORTHWEST OF
 BN0606'BURNET, 3/4 MILE NORTH OF STATE HIGHWAY 29, ON A FLAT-TOPPED
 BN0606'TIMBERED RIDGE, 5 FEET EAST OF A WHITE 4 IN X 4 IN WITNESS
 BN0606'POST, ON LAND OWNED BY MRS. MAY WEST OF HOUSTON, TEXAS AND
 BN0606'LEASED BY MR. WILEY SMITH.
 BN0606'
 BN0606'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 BN0606'AND STATE HIGHWAY 29 IN BURNET, GO WEST ON STATE HIGHWAY
 BN0606'29 FOR 2.45 MILES TO A GATE ON THE RIGHT, TURN RIGHT (NORTH)
 BN0606'THROUGH BOARD GATE AND GO 0.15 MILE TO A HOUSE ON THE LEFT,
 BN0606'CONTINUE NORTHERLY ON TRACK ROAD UP VALLEY FOR 0.2 MILE
 BN0606'TO WHERE IT LEAVES DRAW AND ANGLES LEFT (NORTHWEST), FOLLOW
 BN0606'TRACK ROAD FOR 0.05 MILE TO A ROAD FORK AND THE AZIMUTH
 BN0606'MARK ON THE RIGHT, CONTINUE UP STEEP GRADE FOR 0.15 MILE
 BN0606'TO TOP OF GRADE AND T-INTERSECTION, PICK WAY AMONG TREES
 BN0606'(NORTH-NORTHEAST) FOR 0.15 MILE TO A SMALL CLEARING AND
 BN0606'THE STATION.  NOTE--AT THE TIME THAT THE STATION WAS
 BN0606'OCCUPIED MR. SMITH STATED THAT ALL THE TREES ON THE HILL
 BN0606'WILL BE CUT AND HAULED AWAY.
 BN0606'
 BN0606'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0606'AND THE DISK IS STAMPED KNIGHT 1956.
 BN0606'
 BN0606'REFERENCE MARK 1 IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0606'AND THE DISK IS STAMPED KNIGHT NO 1 1956.
 BN0606'
 BN0606'REFERENCE MARK 2 IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0606'AND THE DISK IS STAMPED KNIGHT NO 2 1956.
 BN0606'
 BN0606'THE AZIMUTH MARK IS 21 FEET NORTHEAST OF THE CENTER OF THE
 BN0606'TRACK ROAD, AND 7 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS
 BN0606'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE BEDROCK,
 BN0606'AND THE DISK IS STAMPED KNIGHT 1956.
 BN0606'
 BN0606'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1402 ***********************************************************************
 GL1402  DESIGNATION -  KNIGHT
 GL1402  PID         -  GL1402
 GL1402  STATE/COUNTY-  TX/DALLAM
 GL1402  USGS QUAD   -  WINDY HILL NW (1973)
 GL1402
 GL1402                         *CURRENT SURVEY CONTROL
 GL1402  ___________________________________________________________________
 GL1402* NAD 83(1993)-  36 08 20.24611(N)    102 55 41.84824(W)     ADJUSTED  
 GL1402* NAVD 88     -      1336.0    (meters)    4383.     (feet)  VERTCON   
 GL1402  ___________________________________________________________________
 GL1402  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 GL1402  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 GL1402
 GL1402  HORZ ORDER  -  FIRST
 GL1402
 GL1402.The horizontal coordinates were established by classical geodetic methods
 GL1402.and adjusted by the National Geodetic Survey in February 1996..
 GL1402
 GL1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1402
 GL1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1402
 GL1402.The geoid height was determined by GEOID03.
 GL1402
 GL1402;                    North         East     Units Scale Factor Converg.
 GL1402;SPC TX N     - 1,238,225.411    71,452.064   MT  0.99998995   -0 49 39.9
 GL1402;SPC TX N     - 4,062,411.20    234,422.31   sFT  0.99998995   -0 49 39.9
 GL1402;SPC NM E     -   570,849.766   291,453.562   MT  1.00010606   +0 49 43.4
 GL1402;SPC NM E     - 1,872,862.94    956,210.56   sFT  1.00010606   +0 49 43.4
 GL1402;UTM  13      - 4,001,348.960   686,402.552   MT  1.00002814   +1 13 19.7
 GL1402
 GL1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1402!SPC TX N     -   0.99979405  x   0.99998995  =   0.99978400
 GL1402!SPC NM E     -   0.99979405  x   1.00010606  =   0.99990009
 GL1402!UTM  13      -   0.99979405  x   1.00002814  =   0.99982219
 GL1402
 GL1402:                Primary Azimuth Mark                     Grid Az
 GL1402:SPC TX N     -  WHARTON                                  072 55 58.8
 GL1402:SPC NM E     -  WHARTON                                  071 16 35.5
 GL1402:UTM  13      -  WHARTON                                  070 52 59.2
 GL1402
 GL1402|---------------------------------------------------------------------|
 GL1402| PID    Reference Object                     Distance      Geod. Az  |
 GL1402|                                                           dddmmss.s |
 GL1402| GL1399 WHARTON                             APPROX.10.6 KM 0720618.9 |
 GL1402| CM8897 KNIGHT RM 1                          23.223 METERS 08840     |
 GL1402| CM8898 KNIGHT RM 2                          21.526 METERS 26919     |
 GL1402| CM8896 KNIGHT AZ MK                                       2823152.9 |
 GL1402|---------------------------------------------------------------------|
 GL1402
 GL1402                          SUPERSEDED SURVEY CONTROL
 GL1402
 GL1402  NAD 83(1993)-  36 08 20.24586(N)    102 55 41.84862(W) AD(       ) 1
 GL1402  NAD 83(1993)-  36 08 20.25096(N)    102 55 41.84290(W) AD(       ) 1
 GL1402  NAD 83(1993)-  36 08 20.25471(N)    102 55 41.84024(W) AD(       ) 1
 GL1402  NAD 83(1986)-  36 08 20.25569(N)    102 55 41.84225(W) AD(       ) 1
 GL1402  NAD 27      -  36 08 20.13300(N)    102 55 40.10520(W) AD(       ) 1
 GL1402  NGVD 29 (07/19/86) 1335.3    (m)         4381.     (f) VERT ANG       
 GL1402
 GL1402.Superseded values are not recommended for survey control.
 GL1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1402.See file dsdata.txt to determine how the superseded data were derived.
 GL1402
 GL1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA8640301349(NAD 83)
 GL1402_MARKER: DS = TRIANGULATION STATION DISK
 GL1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1402
 GL1402  HISTORY     - Date     Condition        Report By
 GL1402  HISTORY     - 1960     MONUMENTED       CGS
 GL1402  HISTORY     - 1970     GOOD             USGS
 GL1402
 GL1402                          STATION DESCRIPTION
 GL1402
 GL1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1402'THE STATION IS APPROXIMATELY 23 MILES NORTHWEST OF DALHART, 11
 GL1402'MILES EAST OF SEDAN NEW MEXICO, 6 MILES EAST OF THE TEXAS-NEW
 GL1402'MEXICO STATE LINE AND 0.15 MILE SOUTH OF STATE HIGHWAY 102, ON
 GL1402'PROPERTY OWNED BY MR. JAMES KNIGHT.
 GL1402'
 GL1402'TO REACH THE STATION FROM THE POST OFFICE IN SEDAN, NEW MEXICO,
 GL1402'GO EAST ON STATE HIGHWAY 102 FOR 5.0 MILES TO THE TEXAS-NEW
 GL1402'MEXICO STATE LINE.  CONTINUE EAST ON TEXAS STATE HIGHWAY 102
 GL1402'FOR 5.2 MILES TO THE AZIMUTH MARK ON THE LEFT JUST EAST OF A
 GL1402'T-FENCE CORNER.  CONTINUE EAST ON HIGHWAY 102 FOR 0.8 MILE TO A
 GL1402'DRIVEWAY AT ENTRANCE TO A BROWN STUCCO HOUSE ON THE RIGHT.
 GL1402'TURN RIGHT AND GO SOUTH, PASSING BETWEEN HOUSE AND OUT BUILDINGS
 GL1402'ON TRACK ROAD FOR 0.15 MILE TO A FENCE CORNER.  TURN LEFT AND
 GL1402'GO EAST ON THE TRACK ROAD FOR 0.15 MILE TO THE STATION ON THE
 GL1402'LEFT IN FENCE.
 GL1402'
 GL1402'STATION MARKS ARE STANDARD DISKS STAMPED KNIGHT 1960.  THE
 GL1402'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 GL1402'INCHES.  IT IS 113 FEET WEST OF A FENCE CORNER, 98 FEET NORTH OF
 GL1402'THE TRACK ROAD, 5 FEET EAST OF A METAL WITNSS POST AND 1.5 FEET
 GL1402'SOUTH OF A WIRE FENCE.  THE UNDERGROUND DISK IS SET IN AN
 GL1402'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE
 GL1402'GROUND.
 GL1402'
 GL1402'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KNIGHT NO 1 1960,
 GL1402'IS SET IN A SQUARE CONCRETE POST WHICH PROJCTS 6 INCHES.  IT IS
 GL1402'102 FEET NORTH OF THE TRACK ROAD, 79 FEET WEST OF THE FENCE CORNER
 GL1402'AND 1 FOOT SOUTH OF THE FENCE.
 GL1402'
 GL1402'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KNIGHT NO 2 1960,
 GL1402'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 GL1402'95 FEET NORTH OF THE TRACK ROAD AND 1.5 FEET SOUTH OF THE FENCE.
 GL1402'
 GL1402'AZIMUTH MARK IS A STANDARD DISK STAMPED KNIGHT 1960, SET IN A
 GL1402'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 51 FEET
 GL1402'NORTH OF THE PAINTED CENTER LINE OF STATE HIGHWAY 102, 3 FEET
 GL1402'EAST OF A POWER POLE IN A FENCE CORNER, 1.9 FEET EAST OF A METAL
 GL1402'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 GL1402'
 GL1402'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GL1402
 GL1402                          STATION RECOVERY (1970)
 GL1402
 GL1402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (FJG)
 GL1402'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 GL1402'DESCRIBED.
 GL1402'
 GL1402'STATION MARK IS A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 GL1402'PROJECTING 0.3 FEET AND STAMPED KNIGHT 1960.
 GL1402'
 GL1402'REFERENCE MARK NO. 1 IS A USC AND GS BRONZE DISK SET IN A CONCRETE
 GL1402'POST PROJECTING 0.4 FEET AND STAMPED KNIGHT NO. 1 1960.
 GL1402'
 GL1402'REFERENCE MARK NO. 2 IS A USC AND GS BRONZE DISK SET IN A CONCRETE
 GL1402'POST PROJECTING 0.5 FEET AND STAMPED KNIGHT NO. 2 1960.
 GL1402'
 GL1402'STATION WHARTON 1934 IS VISIBLE FROM THE GROUND AT THIS STATION
 GL1402'AND WILL SERVE AS THE AZIMUTH MARK.
 GL1402'
 GL1402'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0974 ***********************************************************************
 BL0974  DESIGNATION -  KNIGHT AZ MK
 BL0974  PID         -  BL0974
 BL0974  STATE/COUNTY-  TX/SAN JACINTO
 BL0974  USGS QUAD   -  STALEY (1972)
 BL0974
 BL0974                         *CURRENT SURVEY CONTROL
 BL0974  ___________________________________________________________________
 BL0974* NAD 83(1986)-  30 46 52.     (N)    095 18 15.     (W)     SCALED    
 BL0974* NAVD 88     -        97.85   (+/-2cm)     321.0    (feet)  VERTCON   
 BL0974  ___________________________________________________________________
 BL0974  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0974
 BL0974  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0974
 BL0974.The horizontal coordinates were scaled from a topographic map and have
 BL0974.an estimated accuracy of +/- 6 seconds.
 BL0974
 BL0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0974.The vertical order pertains to the NGVD 29 superseded value.
 BL0974
 BL0974.The geoid height was determined by GEOID03.
 BL0974
 BL0974;                    North         East    Units  Estimated Accuracy
 BL0974;SPC TX C     - 3,134,420.    1,181,180.      MT  (+/- 180 meters Scaled)
 BL0974
 BL0974                          SUPERSEDED SURVEY CONTROL
 BL0974
 BL0974  NGVD 29 (??/??/92)   97.857  (m)          321.05   (f) ADJ UNCH    2 0
 BL0974
 BL0974.Superseded values are not recommended for survey control.
 BL0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0974.See file dsdata.txt to determine how the superseded data were derived.
 BL0974
 BL0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ795076(NAD 83)
 BL0974_MARKER: DZ = AZIMUTH MARK DISK
 BL0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0974_STAMPING: KNIGHT 1942
 BL0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0974+STABILITY: SURFACE MOTION
 BL0974
 BL0974  HISTORY     - Date     Condition        Report By
 BL0974  HISTORY     - 1942     MONUMENTED       CGS
 BL0974  HISTORY     - 1947     GOOD             NGS
 BL0974
 BL0974                          STATION DESCRIPTION
 BL0974
 BL0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0974'3.4 MI NW FROM OAKHURST.
 BL0974'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0974'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO THE
 BL0974'JUNCTION WITH U. S. HIGHWAY NO. 190, THENCE 3.0 MILES NORTH ALONG A
 BL0974'GRADED DIRT ROAD, AT THE SUMMIT OF A SMALL HILL, 52.5 FEET EAST OF THE
 BL0974'CENTER LINE OF THE ROAD, 46.4 FEET SOUTH OF A 24-INCH SWEET GUM TREE,
 BL0974'34.7 FEET NORTHEAST OF A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE,
 BL0974'27.8 FEET SOUTHEAST OF A 12-INCH OAK WITH A TRIANGULAR BLAZE, 22.5
 BL0974'FEET EAST OF A FENCE, 1.0 FOOT EAST OF A REFERENCE POST, A
 BL0974'TRIANGULATION STATION AZIMUTH DISK SET IN TOP OF A CONCRETE POST LEVEL
 BL0974'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0972 ***********************************************************************
 BL0972  DESIGNATION -  KNIGHT RM 1
 BL0972  PID         -  BL0972
 BL0972  STATE/COUNTY-  TX/SAN JACINTO
 BL0972  USGS QUAD   -  STALEY (1972)
 BL0972
 BL0972                         *CURRENT SURVEY CONTROL
 BL0972  ___________________________________________________________________
 BL0972* NAD 83(1986)-  30 47 04.     (N)    095 18 06.     (W)     SCALED    
 BL0972* NAVD 88     -       105.86   (+/-2cm)     347.3    (feet)  VERTCON   
 BL0972  ___________________________________________________________________
 BL0972  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0972
 BL0972  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0972
 BL0972.The horizontal coordinates were scaled from a topographic map and have
 BL0972.an estimated accuracy of +/- 6 seconds.
 BL0972
 BL0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0972.The vertical order pertains to the NGVD 29 superseded value.
 BL0972
 BL0972.The geoid height was determined by GEOID03.
 BL0972
 BL0972;                    North         East    Units  Estimated Accuracy
 BL0972;SPC TX C     - 3,134,800.    1,181,410.      MT  (+/- 180 meters Scaled)
 BL0972
 BL0972                          SUPERSEDED SURVEY CONTROL
 BL0972
 BL0972  NGVD 29 (??/??/92)  105.875  (m)          347.36   (f) ADJ UNCH    2 0
 BL0972
 BL0972.Superseded values are not recommended for survey control.
 BL0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0972.See file dsdata.txt to determine how the superseded data were derived.
 BL0972
 BL0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ797079(NAD 83)
 BL0972_MARKER: DR = REFERENCE MARK DISK
 BL0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0972_STAMPING: KNIGHT NO 1 1942
 BL0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0972+STABILITY: SURFACE MOTION
 BL0972
 BL0972  HISTORY     - Date     Condition        Report By
 BL0972  HISTORY     - 1942     MONUMENTED       CGS
 BL0972  HISTORY     - 1947     GOOD             NGS
 BL0972
 BL0972                          STATION DESCRIPTION
 BL0972
 BL0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0972'1.6 MI NW FROM OAKHURST.
 BL0972'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0972'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO A JUNCTION
 BL0972'WITH U.S. HIGHWAY 190, THENCE 3.2 MILES NORTH ALONG A GRADED DIRT
 BL0972'ROAD, THENCE 216 YARDS EAST ACROSS A FIELD, EAST OF AND ACROSS THE
 BL0972'ROAD FROM A FARMHOUSE, 216 YARDS EAST OF THE CENTER LINE OF THE ROAD,
 BL0972'159.0 FEET SOUTHEAST OF KNIGHT R.M. 2, 118.0 FEET SOUTH OF A FENCE,
 BL0972'104.0 FEET SOUTH OF TRIANGULATION STATION KNIGHT, 6.0 FEET NORTHWEST
 BL0972'OF AN 8 INCH PINE TREE, SET IN THE TOP OF A CONCRETE POST WHICH
 BL0972'PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0973 ***********************************************************************
 BL0973  DESIGNATION -  KNIGHT RM 2
 BL0973  PID         -  BL0973
 BL0973  STATE/COUNTY-  TX/SAN JACINTO
 BL0973  USGS QUAD   -  STALEY (1972)
 BL0973
 BL0973                         *CURRENT SURVEY CONTROL
 BL0973  ___________________________________________________________________
 BL0973* NAD 83(1986)-  30 47 06.     (N)    095 18 07.     (W)     SCALED    
 BL0973* NAVD 88     -       105.39   (+/-2cm)     345.8    (feet)  VERTCON   
 BL0973  ___________________________________________________________________
 BL0973  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BL0973
 BL0973  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0973
 BL0973.The horizontal coordinates were scaled from a topographic map and have
 BL0973.an estimated accuracy of +/- 6 seconds.
 BL0973
 BL0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0973.The vertical order pertains to the NGVD 29 superseded value.
 BL0973
 BL0973.The geoid height was determined by GEOID03.
 BL0973
 BL0973;                    North         East    Units  Estimated Accuracy
 BL0973;SPC TX C     - 3,134,860.    1,181,380.      MT  (+/- 180 meters Scaled)
 BL0973
 BL0973                          SUPERSEDED SURVEY CONTROL
 BL0973
 BL0973  NGVD 29 (??/??/92)  105.403  (m)          345.81   (f) ADJ UNCH    2 0
 BL0973
 BL0973.Superseded values are not recommended for survey control.
 BL0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0973.See file dsdata.txt to determine how the superseded data were derived.
 BL0973
 BL0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ797080(NAD 83)
 BL0973_MARKER: DR = REFERENCE MARK DISK
 BL0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0973_STAMPING: KNIGHT NO. 2 1942
 BL0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0973+STABILITY: SURFACE MOTION
 BL0973
 BL0973  HISTORY     - Date     Condition        Report By
 BL0973  HISTORY     - 1942     MONUMENTED       CGS
 BL0973  HISTORY     - 1947     GOOD             NGS
 BL0973
 BL0973                          STATION DESCRIPTION
 BL0973
 BL0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0973'3.6 MI NW FROM OAKHURST.
 BL0973'0.1 MILE WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BL0973'OAKHURST, THENCE 0.3 MILE NORTH ALONG A GRADED DIRT ROAD TO A JUNCTION
 BL0973'WITH U. S. HIGHWAY NO. 190, THENCE 3.2 MILES NORTH ALONG A GRADED DIRT
 BL0973'ROAD, THENCE ABOUT 182 YARDS EAST THROUGH A FIELD, ABOUT 182 YARDS
 BL0973'EAST OF THE ROAD AND EAST OF AND ACROSS THE ROAD FROM A FARM HOUSE,
 BL0973'159.0 FEET NORTH-NORTHWEST OF KNIGHT R.M. 1, 104.0 FEET NORTHWEST OF
 BL0973'THE TRIANGULATION STATION KNIGHT 1942, 41.0 FEET NORTH OF AN 18-INCH
 BL0973'HACKBERRY TREE, 1.0 FOOT SOUTH OF A FENCE, A DISK SET IN TOP OF A
 BL0973'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2031 ***********************************************************************
 AY2031  DESIGNATION -  KNIPPA
 AY2031  PID         -  AY2031
 AY2031  STATE/COUNTY-  TX/UVALDE
 AY2031  USGS QUAD   -  BLANCO LAKE (1971)
 AY2031
 AY2031                         *CURRENT SURVEY CONTROL
 AY2031  ___________________________________________________________________
 AY2031* NAD 83(1993)-  29 16 09.67032(N)    099 37 06.51521(W)     ADJUSTED  
 AY2031* NAVD 88     -       286.8    (meters)     941.     (feet)  VERTCON   
 AY2031  ___________________________________________________________________
 AY2031  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AY2031  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 AY2031
 AY2031  HORZ ORDER  -  FIRST
 AY2031
 AY2031.The horizontal coordinates were established by classical geodetic methods
 AY2031.and adjusted by the National Geodetic Survey in February 1996..
 AY2031
 AY2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY2031
 AY2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2031
 AY2031.The geoid height was determined by GEOID03.
 AY2031
 AY2031;                    North         East     Units Scale Factor Converg.
 AY2031;SPC TXSC     - 4,159,307.815   539,901.690   MT  0.99986389   -0 18 10.8
 AY2031;SPC TXSC     -13,645,995.72  1,771,327.46   sFT  0.99986389   -0 18 10.8
 AY2031;UTM  14      - 3,237,986.756   439,916.658   MT  0.99964454   -0 18 08.6
 AY2031
 AY2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AY2031!SPC TXSC     -   0.99995859  x   0.99986389  =   0.99982248
 AY2031!UTM  14      -   0.99995859  x   0.99964454  =   0.99960314
 AY2031
 AY2031|---------------------------------------------------------------------|
 AY2031| PID    Reference Object                     Distance      Geod. Az  |
 AY2031|                                                           dddmmss.s |
 AY2031| CV5403 KNIPPA RM 1                          12.455 METERS 00325     |
 AY2031| CV5402 KNIPPA AZ MK                                       1812614.0 |
 AY2031| AY2037 UVALDE CABLE VISION MAST            APPROX.12.6 KM 2660509.3 |
 AY2031| CV5404 KNIPPA RM 2                          23.747 METERS 26829     |
 AY2031| AY2035 KNIPPA LUTH CH CROSS                APPROX. 3.0 KM 3251826.7 |
 AY2031| AY2036 KNIPPA TANK                         APPROX. 3.5 KM 3285725.4 |
 AY2031|---------------------------------------------------------------------|
 AY2031
 AY2031                          SUPERSEDED SURVEY CONTROL
 AY2031
 AY2031  NAD 83(1986)-  29 16 09.66916(N)    099 37 06.49620(W) AD(       ) 1
 AY2031  NAD 27      -  29 16 08.81740(N)    099 37 05.31037(W) AD(       ) 1
 AY2031  NGVD 29 (07/19/86)  286.7    (m)          941.     (f) VERT ANG       
 AY2031
 AY2031.Superseded values are not recommended for survey control.
 AY2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2031.See file dsdata.txt to determine how the superseded data were derived.
 AY2031
 AY2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3991737987(NAD 83)
 AY2031_MARKER: DS = TRIANGULATION STATION DISK
 AY2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY2031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AY2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2031+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 AY2031
 AY2031  HISTORY     - Date     Condition        Report By
 AY2031  HISTORY     - 1972     MONUMENTED       NGS
 AY2031  HISTORY     - 20040512 GOOD             USPSQD
 AY2031  HISTORY     - 20040923 GOOD             CTBG
 AY2031
 AY2031                          STATION DESCRIPTION
 AY2031
 AY2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2031'THE STATION IS ABOUT 10-1/2 MILES EAST AND 4 MILES NORTH OF UVALDE,
 AY2031'2 MILES SOUTH AND 1 MILE EAST OF KNIPPA AND ON THE EAST RIGHT-OF-WAY
 AY2031'OF FARM ROAD 1049.
 AY2031'
 AY2031'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FARM
 AY2031'ROAD 1049 IN KNIPPA GO SOUTH, EAST AND SOUTH ON FARM ROAD 1049 FOR
 AY2031'2.55 MILES TO THE STATION ON THE LEFT.
 AY2031'
 AY2031'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FARM ROAD
 AY2031'1049 FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 AY2031'
 AY2031'STATION MARKS ARE STANDARD DISKS, STAMPED KNIPPA 1972.  THE SURFACE
 AY2031'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AY2031'THAT IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 37.0 FEET EAST OF
 AY2031'THE CENTER OF FARM ROAD 1049, 4.0 FEET WEST OF A FENCE AND 3.5
 AY2031'FEET NORTHWEST OF A WITNESS POST.  THE UNDERGROUND MARK IS SET IN
 AY2031'AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND
 AY2031'SURFACE.
 AY2031'
 AY2031'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KNIPPA NO 1 1972, SET IN
 AY2031'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AY2031'WITH THE GROUND.  IT IS 44.0 FEET NORTH OF THE WITNESS POST, 39.5
 AY2031'FEET EAST OF THE CENTER OF FARM ROAD 1049, 1.0 FOOT WEST OF THE FENCE
 AY2031'AND ABOUT THE SAME ELEVATION AS THE STATION.
 AY2031'
 AY2031'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KNIPPA NO 2 1972, SET IN
 AY2031'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 AY2031'WITH THE GROUND.  IT IS 82.0 FEET WEST OF THE WITNESS POST, 41.5 FEET
 AY2031'WEST OF THE CENTER OF FARM ROAD 1049, 1.0 FOOT EAST OF A FENCE AND
 AY2031'ABOUT THE SAME ELEVATION AS THE STATION.
 AY2031'
 AY2031'AZIMUTH MARK IS A STANDARD DISK, STAMPED KNIPPA 1972, SET IN THE TOP
 AY2031'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2 INCHES
 AY2031'ABOVE THE GROUND.  IT IS 48.0 FEET WEST OF THE CENTER OF FARM ROAD
 AY2031'1049, 1.5 FEET NORTH OF A WITNESS POST AND 1.0 FOOT EAST OF A
 AY2031'FENCE.
 AY2031'
 AY2031'HEIGHT OF LIGHT ABOVE STATION MARK 1.66 METERS.
 AY2031
 AY2031                          STATION RECOVERY (2004)
 AY2031
 AY2031'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLJ)
 AY2031'REF. MARKS NO. 1 AND NO. 2 ALSO FOUND.  AZIMUTH MARK NOT FOUND.
 AY2031
 AY2031                          STATION RECOVERY (2004)
 AY2031
 AY2031'RECOVERY NOTE BY CARTER AND BURGESS INCORPORATED 2004 (JG)
 AY2031'GPS OBSERVATIONS OCT 4 AND 6 2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2034 ***********************************************************************
 AY2034  DESIGNATION -  KNIPPA CHURCH STEEPLE
 AY2034  PID         -  AY2034
 AY2034  STATE/COUNTY-  TX/UVALDE
 AY2034  USGS QUAD   -  KNIPPA (1971)
 AY2034
 AY2034                         *CURRENT SURVEY CONTROL
 AY2034  ___________________________________________________________________
 AY2034* NAD 83(1993)-  29 17 30.72786(N)    099 38 08.75578(W)     ADJUSTED  
 AY2034* NAVD 88     -                                                        
 AY2034  ___________________________________________________________________
 AY2034  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AY2034  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AY2034
 AY2034  HORZ ORDER  -  THIRD
 AY2034
 AY2034.The horizontal coordinates were established by classical geodetic methods
 AY2034.and adjusted by the National Geodetic Survey in February 1996..
 AY2034
 AY2034
 AY2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2034
 AY2034.The geoid height was determined by GEOID03.
 AY2034
 AY2034;                    North         East     Units Scale Factor Converg.
 AY2034;SPC TXSC     - 4,161,812.128   538,235.268   MT  0.99986352   -0 18 41.3
 AY2034;SPC TXSC     -13,654,211.96  1,765,860.21   sFT  0.99986352   -0 18 41.3
 AY2034;UTM  14      - 3,240,490.508   438,250.577   MT  0.99964705   -0 18 39.8
 AY2034
 AY2034                          SUPERSEDED SURVEY CONTROL
 AY2034
 AY2034  NAD 83(1986)-  29 17 30.72662(N)    099 38 08.73668(W) AD(       ) 4
 AY2034  NAD 27      -  29 17 29.88000(N)    099 38 07.54000(W) AD(       ) 3
 AY2034
 AY2034.Superseded values are not recommended for survey control.
 AY2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2034.See file dsdata.txt to determine how the superseded data were derived.
 AY2034
 AY2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3825140491(NAD 83)
 AY2034
 AY2034  HISTORY     - Date     Condition        Report By
 AY2034  HISTORY     - 1944     FIRST OBSERVED   CGS
 AY2034  HISTORY     - 1972     SEE DESCRIPTION  NGS
 AY2034
 AY2034                          STATION DESCRIPTION
 AY2034
 AY2034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2034'THE STATION, KNIPPA CHURCH STEEPLE 1944, IS BELIEVED TO HAVE BEEN
 AY2034'TORN DOWN.  THERE WAS NO PREVIOUS DESCRIPTION TO THE STATION,
 AY2034'HOWEVER, THE ONLY CHURCH SPIRE IN THE TOWN IS ON TOP OF A CHURCH
 AY2034'THAT WAS NOT ERECTED UNTIL 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2035 ***********************************************************************
 AY2035  DESIGNATION -  KNIPPA LUTH CH CROSS
 AY2035  PID         -  AY2035
 AY2035  STATE/COUNTY-  TX/UVALDE
 AY2035  USGS QUAD   -  KNIPPA (1971)
 AY2035
 AY2035                         *CURRENT SURVEY CONTROL
 AY2035  ___________________________________________________________________
 AY2035* NAD 83(1993)-  29 17 30.23102(N)    099 38 10.13557(W)     ADJUSTED  
 AY2035* NAVD 88     -                                                        
 AY2035  ___________________________________________________________________
 AY2035  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AY2035  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AY2035
 AY2035  HORZ ORDER  -  THIRD
 AY2035
 AY2035.The horizontal coordinates were established by classical geodetic methods
 AY2035.and adjusted by the National Geodetic Survey in February 1996..
 AY2035
 AY2035
 AY2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2035
 AY2035.The geoid height was determined by GEOID03.
 AY2035
 AY2035;                    North         East     Units Scale Factor Converg.
 AY2035;SPC TXSC     - 4,161,797.035   538,197.949   MT  0.99986353   -0 18 42.0
 AY2035;SPC TXSC     -13,654,162.44  1,765,737.77   sFT  0.99986353   -0 18 42.0
 AY2035;UTM  14      - 3,240,475.418   438,213.267   MT  0.99964711   -0 18 40.5
 AY2035
 AY2035                          SUPERSEDED SURVEY CONTROL
 AY2035
 AY2035  NAD 83(1986)-  29 17 30.22979(N)    099 38 10.11661(W) AD(       ) 4
 AY2035  NAD 27      -  29 17 29.37906(N)    099 38 08.92779(W) AD(       ) 3
 AY2035
 AY2035.Superseded values are not recommended for survey control.
 AY2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2035.See file dsdata.txt to determine how the superseded data were derived.
 AY2035
 AY2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3821340475(NAD 83)
 AY2035_MARKER: 91 = CHURCH CROSS
 AY2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2035+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AY2035
 AY2035  HISTORY     - Date     Condition        Report By
 AY2035  HISTORY     - 1972     FIRST OBSERVED   NGS
 AY2035  HISTORY     - 20040512 GOOD             USPSQD
 AY2035
 AY2035                          STATION DESCRIPTION
 AY2035
 AY2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2035'THE STATION, KNIPPA LUTHERAN CHURCH CROSS, IS THE CENTER OF THE TOP
 AY2035'OF A CROSS ATOP THE SPIRE OF THE EMMANUEL LUTHERAN CHURCH IN KNIPPA.
 AY2035'THE STRUCTURE HAS AN OVERALL HEIGHT OF ABOUT 50 FEET AND IS OWNED
 AY2035'BY THE CONGREGATION.
 AY2035'
 AY2035'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FARM
 AY2035'ROAD 1049 IN KNIPPA, GO SOUTH ON ROAD 1049 FOR 0.25 MILE TO THE
 AY2035'STATION ON THE LEFT ATOP THE CHURCH BUILDING.
 AY2035
 AY2035                          STATION RECOVERY (2004)
 AY2035
 AY2035'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY2035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2036 ***********************************************************************
 AY2036  DESIGNATION -  KNIPPA TANK
 AY2036  PID         -  AY2036
 AY2036  STATE/COUNTY-  TX/UVALDE
 AY2036  USGS QUAD   -  KNIPPA (1971)
 AY2036
 AY2036                         *CURRENT SURVEY CONTROL
 AY2036  ___________________________________________________________________
 AY2036* NAD 83(1993)-  29 17 45.99090(N)    099 38 12.65484(W)     ADJUSTED  
 AY2036* NAVD 88     -                                                        
 AY2036  ___________________________________________________________________
 AY2036  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AY2036  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AY2036
 AY2036  HORZ ORDER  -  THIRD
 AY2036
 AY2036.The horizontal coordinates were established by classical geodetic methods
 AY2036.and adjusted by the National Geodetic Survey in February 1996..
 AY2036
 AY2036
 AY2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AY2036
 AY2036.The geoid height was determined by GEOID03.
 AY2036
 AY2036;                    North         East     Units Scale Factor Converg.
 AY2036;SPC TXSC     - 4,162,282.564   538,132.607   MT  0.99986347   -0 18 43.2
 AY2036;SPC TXSC     -13,655,755.38  1,765,523.39   sFT  0.99986347   -0 18 43.2
 AY2036;UTM  14      - 3,240,960.842   438,147.935   MT  0.99964721   -0 18 41.9
 AY2036
 AY2036                          SUPERSEDED SURVEY CONTROL
 AY2036
 AY2036  NAD 83(1986)-  29 17 45.98966(N)    099 38 12.63592(W) AD(       ) 4
 AY2036  NAD 27      -  29 17 45.13985(N)    099 38 11.44743(W) AD(       ) 3
 AY2036
 AY2036.Superseded values are not recommended for survey control.
 AY2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2036.See file dsdata.txt to determine how the superseded data were derived.
 AY2036
 AY2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT3814840961(NAD 83)
 AY2036_MARKER: 53 = ELEVATED TANK
 AY2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY2036+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 AY2036
 AY2036  HISTORY     - Date     Condition        Report By
 AY2036  HISTORY     - 1972     FIRST OBSERVED   NGS
 AY2036  HISTORY     - 20040512 GOOD             USPSQD
 AY2036
 AY2036                          STATION DESCRIPTION
 AY2036
 AY2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 AY2036'THE STATION, KNIPPA TANK, IS THE CENTER OF THE TOP OF AN ELEVATED
 AY2036'WATER TANK, PAINTED SILVER, SUPPORTED BY THREE LEGS AND HAS AN
 AY2036'OVERALL HEIGHT OF 110 FEET.  IT IS LOCATED IN KNIPPA ABOUT 0.1 MILE
 AY2036'NORTH OF U.S. HIGHWAY 90 AND IS OWNED BY THE KNIPPA WATER SUPPLY
 AY2036'CORPORATION WHICH SERVES THE UNINCORPORATED TOWN OF KNIPPA.
 AY2036'
 AY2036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 90 AND FARM
 AY2036'ROAD 1049 IN KNIPPA, GO NORTH ON ROAD 1049 FOR 0.15 MILE TO A
 AY2036'CROSSROAD, TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE STATION ON
 AY2036'THE RIGHT IN THE SOUTHEAST ANGLE OF AN INTERSECTION.
 AY2036
 AY2036                          STATION RECOVERY (2004)
 AY2036
 AY2036'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0778 ***********************************************************************
 CT0778  DESIGNATION -  KNOB
 CT0778  PID         -  CT0778
 CT0778  STATE/COUNTY-  TX/JONES
 CT0778  USGS QUAD   -  HAMBY (1987)
 CT0778
 CT0778                         *CURRENT SURVEY CONTROL
 CT0778  ___________________________________________________________________
 CT0778* NAD 83(1993)-  32 36 35.22632(N)    099 39 14.54237(W)     ADJUSTED  
 CT0778* NAVD 88     -       522.570  (meters)    1714.47   (feet)  ADJUSTED  
 CT0778  ___________________________________________________________________
 CT0778  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CT0778  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 CT0778  DYNAMIC HT  -         521.897 (meters)    1712.26  (feet)  COMP
 CT0778  MODELED GRAV-     979,335.5   (mgal)                       NAVD 88
 CT0778
 CT0778  HORZ ORDER  -  FIRST
 CT0778  VERT ORDER  -  SECOND    CLASS 0
 CT0778
 CT0778.The horizontal coordinates were established by classical geodetic methods
 CT0778.and adjusted by the National Geodetic Survey in February 1996..
 CT0778
 CT0778.The orthometric height was determined by differential leveling
 CT0778.and adjusted by the National Geodetic Survey in June 1991..
 CT0778
 CT0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0778
 CT0778.The geoid height was determined by GEOID03.
 CT0778
 CT0778.The dynamic height is computed by dividing the NAVD 88
 CT0778.geopotential number by the normal gravity value computed on the
 CT0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0778.degrees latitude (g = 980.6199 gals.).
 CT0778
 CT0778.The modeled gravity was interpolated from observed gravity values.
 CT0778
 CT0778;                    North         East     Units Scale Factor Converg.
 CT0778;SPC TXNC     - 2,105,177.610   491,691.834   MT  0.99990216   -0 37 45.9
 CT0778;SPC TXNC     - 6,906,736.88  1,613,158.96   sFT  0.99990216   -0 37 45.9
 CT0778;UTM  14      - 3,608,217.792   438,634.260   MT  0.99964643   -0 21 08.9
 CT0778
 CT0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0778!SPC TXNC     -   0.99992243  x   0.99990216  =   0.99982460
 CT0778!UTM  14      -   0.99992243  x   0.99964643  =   0.99956889
 CT0778
 CT0778|---------------------------------------------------------------------|
 CT0778| PID    Reference Object                     Distance      Geod. Az  |
 CT0778|                                                           dddmmss.s |
 CT0778| CT0780 KNOB RM 1                            11.054 METERS 02227     |
 CT0778| CT0776 KNOB AZ                             APPROX. 0.9 KM 1532750.0 |
 CT0778| CT0779 KNOB RM 2                            11.145 METERS 29535     |
 CT0778| CT1165 CHRIS RESET                         APPROX.14.2 KM 3215005.1 |
 CT0778|---------------------------------------------------------------------|
 CT0778
 CT0778                          SUPERSEDED SURVEY CONTROL
 CT0778
 CT0778  NAD 83(1986)-  32 36 35.23344(N)    099 39 14.53098(W) AD(       ) 1
 CT0778  NAD 27      -  32 36 34.80060(N)    099 39 13.21890(W) AD(       ) 1
 CT0778  NGVD 29 (??/??/92)  522.432  (m)         1714.01   (f) ADJ UNCH    2 0
 CT0778
 CT0778.Superseded values are not recommended for survey control.
 CT0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0778.See file dsdata.txt to determine how the superseded data were derived.
 CT0778
 CT0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3863408218(NAD 83)
 CT0778_MARKER: DS = TRIANGULATION STATION DISK
 CT0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0778_STAMPING: KNOB 1961
 CT0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0778+STABILITY: SURFACE MOTION
 CT0778
 CT0778  HISTORY     - Date     Condition        Report By
 CT0778  HISTORY     - 1961     MONUMENTED       CGS
 CT0778  HISTORY     - 1961     GOOD             CGS
 CT0778  HISTORY     - 1963     GOOD             CGS
 CT0778  HISTORY     - 20011013 GOOD             USPSQD
 CT0778
 CT0778                          STATION DESCRIPTION
 CT0778
 CT0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 CT0778'THE STATION IS LOCATED 12 MILES NORTH-NORTHEAST OF ABILENE AND
 CT0778'ON THE EAST SIDE OF PHANTOM LAKE.
 CT0778'
 CT0778'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 277,
 CT0778'83 AND STATE HIGHWAY 351 IN THE NORTHEAST EDGE OF ABILENE,
 CT0778'GO NORTHEAST ON STATE HIGHWAY 351 FOR 1.6 MILES TO AN UNDERPASS,
 CT0778'CONTINUE NORTHEAST ON STATE HIGHWAY 351 FOR 2.9 MILES TO
 CT0778'A SIDE ROAD LEFT AND SIGN FT. PHANTOM LAKE 9, TURN LEFT,
 CT0778'NORTH, ON FARM ROAD 1082 FOR 1.5 MILES TO THE JONES-TAYLOR
 CT0778'COUNTY LINE, CONTINUE STRAIGHT AHEAD, NORTH, ON FARM ROAD
 CT0778'1082 FOR 6.3 MILES TO A SIDE ROAD RIGHT AT A HOUSE, TURN
 CT0778'RIGHT, EAST, ON A GRAVEL ROAD THROUGH FARM YARD FOR 0.05 MILE
 CT0778'TO A GATE, PASS THROUGH GATE AND TURN RIGHT, SOUTH AND GO
 CT0778'CROSS-COUNTRY FOR 0.2 MILE TO THE TOP OF THE HILL AND THE STATION
 CT0778'AS DESCRIBED.
 CT0778'
 CT0778'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 CT0778'12-INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH AND IS
 CT0778'STAMPED KNOB 1961.  IT IS 8.1 FEET SOUTHEAST OF A METAL
 CT0778'WITNESS POST.
 CT0778'
 CT0778'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 CT0778'A 12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES
 CT0778'AND IS STAMPED KNOB NO. 1 1961.  IT IS 30.3 FEET NORTH OF A
 CT0778'METAL WITNESS POST.
 CT0778'
 CT0778'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 CT0778'A 12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 1 INCH
 CT0778'AND IS STAMPED KNOB NO. 2 1961.  IT IS 36.5 FEET WEST OF A
 CT0778'METAL WITNESS POST.
 CT0778
 CT0778                          STATION RECOVERY (1961)
 CT0778
 CT0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 CT0778'13.5 MI NW FROM ELMDALE.
 CT0778'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE ELMDALE SCHOOL AT ELMDALE,
 CT0778'THENCE 1.45 MILES WEST ALONG A PAVED ROAD, THENCE 6.15 MILES NORTH
 CT0778'ALONG FARM ROAD 1082, 36.4 FEET SOUTHEAST OF R.M. 2, 36.2 FEET
 CT0778'SOUTHWEST OF R.M. 1, 8.2 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 CT0778'SIGN, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 CT0778
 CT0778                          STATION RECOVERY (1963)
 CT0778
 CT0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 CT0778'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CT0778'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 CT0778'TO REACH THE STATION WAS FOUND TO BE CORRECT.
 CT0778
 CT0778                          STATION RECOVERY (2001)
 CT0778
 CT0778'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1435 ***********************************************************************
 AJ1435  DESIGNATION -  KNOB
 AJ1435  PID         -  AJ1435
 AJ1435  STATE/COUNTY-  TX/WEBB
 AJ1435  USGS QUAD   -  LAREDO WEST (1980)
 AJ1435
 AJ1435                         *CURRENT SURVEY CONTROL
 AJ1435  ___________________________________________________________________
 AJ1435* NAD 83(1993)-  27 36 01.80412(N)    099 32 03.65109(W)     ADJUSTED  
 AJ1435* NAVD 88     -       154.7    (meters)     508.     (feet)  VERTCON   
 AJ1435  ___________________________________________________________________
 AJ1435  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 AJ1435  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AJ1435
 AJ1435  HORZ ORDER  -  FIRST
 AJ1435
 AJ1435.The horizontal coordinates were established by classical geodetic methods
 AJ1435.and adjusted by the National Geodetic Survey in February 1996..
 AJ1435
 AJ1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1435
 AJ1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1435
 AJ1435.The geoid height was determined by GEOID03.
 AJ1435
 AJ1435;                    North         East     Units Scale Factor Converg.
 AJ1435;SPC TX S     - 5,214,675.055   197,893.218   MT  0.99994933   -0 28 10.6
 AJ1435;SPC TX S     -17,108,479.74    649,254.67   sFT  0.99994933   -0 28 10.6
 AJ1435;UTM  14      - 3,053,063.042   447,268.679   MT  0.99963432   -0 14 51.3
 AJ1435
 AJ1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1435!SPC TX S     -   0.99997945  x   0.99994933  =   0.99992879
 AJ1435!UTM  14      -   0.99997945  x   0.99963432  =   0.99961378
 AJ1435
 AJ1435:                Primary Azimuth Mark                     Grid Az
 AJ1435:SPC TX S     -  WINDMILL NE OF STATION KNOB              006 00 40.2
 AJ1435:UTM  14      -  WINDMILL NE OF STATION KNOB              005 47 20.9
 AJ1435
 AJ1435|---------------------------------------------------------------------|
 AJ1435| PID    Reference Object                     Distance      Geod. Az  |
 AJ1435|                                                           dddmmss.s |
 AJ1435| AJ1427 WINDMILL NE OF STATION KNOB         APPROX. 7.5 KM 0053229.6 |
 AJ1435| AJ1425 WINDMILL NEAR MAVERICK              APPROX. 4.1 KM 0404321.0 |
 AJ1435| AJ1383 WINDMILL EAST OF STATION ORVIL      APPROX. 9.1 KM 0552444.4 |
 AJ1435| AJ1382 ORVIL                               APPROX. 7.5 KM 0571921.2 |
 AJ1435| AJ1376 WHITE WINDMILL SW OF STA ORVIL      APPROX. 6.0 KM 0753208.8 |
 AJ1435| AJ1432 NUEVO LAREDO PRESBYTERIAN CH        APPROX.10.6 KM 1625834.0 |
 AJ1435| AJ1431 LAREDO CATHOLIC CHURCH STEEPLE      APPROX.11.2 KM 1651524.1 |
 AJ1435| AJ1430 CENTRAL LAREDO WATERWKS SPIPE       APPROX.11.3 KM 1664930.8 |
 AJ1435| AJ1433 CENTRAL LAREDO WATERWKS STK         APPROX.11.3 KM 1665106.3 |
 AJ1435| AJ1434 WHITE HOUSE                         APPROX. 2.5 KM 1720527.2 |
 AJ1435| AJ1441 SMALLHOUSE MINE                     APPROX.21.1 KM 2991900.2 |
 AJ1435| CV2522 KNOB RM                              13.560 METERS 31933     |
 AJ1435|---------------------------------------------------------------------|
 AJ1435
 AJ1435                          SUPERSEDED SURVEY CONTROL
 AJ1435
 AJ1435  NAD 83(1986)-  27 36 01.80057(N)    099 32 03.62509(W) AD(       ) 1
 AJ1435  NAD 27      -  27 36 00.74300(N)    099 32 02.47500(W) AD(       ) 1
 AJ1435  NGVD 29 (07/19/86)  154.7    (m)          508.     (f) VERT ANG       
 AJ1435
 AJ1435.Superseded values are not recommended for survey control.
 AJ1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1435.See file dsdata.txt to determine how the superseded data were derived.
 AJ1435
 AJ1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR4726953063(NAD 83)
 AJ1435_MARKER: DS = TRIANGULATION STATION DISK
 AJ1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1435
 AJ1435  HISTORY     - Date     Condition        Report By
 AJ1435  HISTORY     - 1917     MONUMENTED       CGS
 AJ1435  HISTORY     - 1943     GOOD             CGS
 AJ1435  HISTORY     - 1944     GOOD             CGS
 AJ1435  HISTORY     - 1955     GOOD             LOCSUR
 AJ1435  HISTORY     - 1958     GOOD             AMS
 AJ1435  HISTORY     - 1965     GOOD             USGS
 AJ1435  HISTORY     - 1970     GOOD             NGS
 AJ1435
 AJ1435                          STATION DESCRIPTION
 AJ1435
 AJ1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (CLG)
 AJ1435'STATION IS ABOUT 6 MILES DIRECT AND 9 MILES BY ROAD N BY W OF
 AJ1435'LAREDO, 1-1/2 MILES S OF THE LAREDO-MINERA WAGON ROAD, 1/2
 AJ1435'MILE E OF THE RIO GRANDE, AND 300 METERS (984 FEET) N OF A WIRE
 AJ1435'FENCE, ON TOP OF THE HIGHEST AND MOST PROMINENT KNOB IN THIS
 AJ1435'VICINITY.
 AJ1435'
 AJ1435'SURFACE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE.
 AJ1435'
 AJ1435'UNDERGROUND MARK IS A NAIL IN A BLOCK OF CONCRETE.
 AJ1435'
 AJ1435'REFERENCE MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE,
 AJ1435'13.56 METERS (44.5 FEET) FROM THE STATION N 40 DEG 27 MIN W.
 AJ1435'
 AJ1435'ELEVATION OF STATION, 154.7 METERS (508 FEET).
 AJ1435
 AJ1435                          STATION RECOVERY (1943)
 AJ1435
 AJ1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JM)
 AJ1435'STATION MARK RECOVERED IN GOOD CONDITION.  THE REFERENCE DISK
 AJ1435'HAS BEEN REMOVED.
 AJ1435
 AJ1435                          STATION RECOVERY (1944)
 AJ1435
 AJ1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 AJ1435'STATION RECOVERED IN GOOD CONDITION.  THE REFERENCE DISK HAS
 AJ1435'BEEN REMOVED BUT THE CENTER OF THE DRILL HOLE CAN BE RECOVERED.
 AJ1435'
 AJ1435'THE FOLLOWING SHOULD BE ADDED TO THE 1917 DESCRIPTION--
 AJ1435'
 AJ1435'FROM THE PLAZA HOTEL IN LAREDO GO N ON U.S. HIGHWAY 83 FOR 4.5
 AJ1435'MILES, TURN LEFT (W) ONTO A DIRT ROAD, CROSS THE RAILROAD TRACK
 AJ1435'AND CONTINUE W AND N ON THE MAIN-TRAVELED ROAD FOR 2.6 MILES,
 AJ1435'TURN LEFT (S) ONTO A TRACK ROAD AND GO 1.0 MILE TO THE END OF
 AJ1435'TRUCK TRAVEL.  THEN PACK W UP THE SLOPE ABOUT 300 YARDS TO THE
 AJ1435'HIGH GROUND AND THE STATION.
 AJ1435
 AJ1435                          STATION RECOVERY (1955)
 AJ1435
 AJ1435'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1955 (VL)
 AJ1435'RECOVERED BY BEAVERS AND ASSOC.
 AJ1435'
 AJ1435'FROM THE INTERSECTION OF HIGHWAYS 81 AND 59 IN LAREDO, TRAVEL
 AJ1435'NW FOR 2.7 MI. ON HIGHWAY 81 AND TURN LEFT AT A FORK ONTO A
 AJ1435'PAVED ROAD LEADING TO WEBB COUNTY AIRPORT.  CONTINUE FOR 3 MI.
 AJ1435'AND TURN LEFT ACROSS A CATTLE GAP ONTO A DIRT ROAD.  TRAVEL
 AJ1435'W FOR 1.3 MI. TO THE TOP OF AN ISOLATED HILL.
 AJ1435'
 AJ1435'STATION IS A BRASS CAP, SET IN CONCRETE, LOCATED ON TOP OF
 AJ1435'THE HILL, 30 FT. S OF THE ROAD.
 AJ1435
 AJ1435                          STATION RECOVERY (1958)
 AJ1435
 AJ1435'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 AJ1435'STATION WAS RECOVERED AS DESCRIBED.  IT IS 56 FEET SOUTH OF
 AJ1435'CENTERLINE OF EAST NORTHEAST-WEST SOUTHWEST ROAD AND ROAD WEST.
 AJ1435'39 FEET SOUTHEAST OF CENTERLINE OF EAST NORTHEAST-WEST SOUTHWEST
 AJ1435'ROAD.  47 FEET EAST OF CENTERLINE OF Y ROAD INTERSECTION.
 AJ1435
 AJ1435                          STATION RECOVERY (1965)
 AJ1435
 AJ1435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AJ1435'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A STANDARD
 AJ1435'TABLET SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 AJ1435'ABOVE GROUND.
 AJ1435'
 AJ1435'REVISED DESCRIPTION--POST OFFICE, LAREDO, TEX., GO 0.2 MILE EAST
 AJ1435'(4 BLOCKS) TO SAN BERNARDO AVE, THENCE 4.0 MILES NORTH ON
 AJ1435'SAN BERNARDO AVE TO JCT WITH FARM ROAD 1472, TURN LEFT ONTO
 AJ1435'1472 AND GO 3.3 MILES NW TO NEW ENTRANCE TO LAREDO MUNICIPAL
 AJ1435'AIRPORT, TURN LEFT ONTO FIELD ROAD AND GO 0.3 MILE, TURN RIGHT
 AJ1435'AND GO 0.1 MILE, TURN LEFT AND GO 0.35 MILE TO GATE AND POND,
 AJ1435'GO THRU GATE AND GO 0.65 MILE SW ALONG ROAD TO RIDGE TOP,
 AJ1435'STATION IS 35 FEET SE OF ROAD.
 AJ1435
 AJ1435                          STATION RECOVERY (1970)
 AJ1435
 AJ1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 AJ1435'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 AJ1435'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 AJ1435'1965 ROUTE TO THE STATION IS ADEQUATE.
 AJ1435'
 AJ1435'REFERENCE MARK 1, GEODESICO INTER-AMERICANO DISK STAMPED
 AJ1435'KNOB R.M. 1 1956 DCM.  HOR. DIST. 40.84 FEET.
 AJ1435'
 AJ1435'REFERENCE MARK 2, GEODESICO INTER-AMERICANO DISK STAMPED
 AJ1435'KNOB R.M. 2 1956 DCM.  HOR. DIST. 28.15 FEET.
 AJ1435'
 AJ1435'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH
 AJ1435'OF LAREDO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD1052 ***********************************************************************
 CD1052  DESIGNATION -  KNOB
 CD1052  PID         -  CD1052
 CD1052  STATE/COUNTY-  TX/HUDSPETH
 CD1052  USGS QUAD   -  GUNSIGHT HILLS SOUTH (1979)
 CD1052
 CD1052                         *CURRENT SURVEY CONTROL
 CD1052  ___________________________________________________________________
 CD1052* NAD 83(1993)-  31 19 36.94135(N)    105 28 36.04567(W)     ADJUSTED  
 CD1052* NAVD 88     -      1470.     (meters)    4823.     (feet)  SCALED    
 CD1052  ___________________________________________________________________
 CD1052  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 CD1052  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CD1052
 CD1052  HORZ ORDER  -  THIRD
 CD1052
 CD1052.The horizontal coordinates were established by classical geodetic methods
 CD1052.and adjusted by the National Geodetic Survey in February 1996..
 CD1052
 CD1052.The orthometric height was scaled from a topographic map.
 CD1052
 CD1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD1052
 CD1052.The geoid height was determined by GEOID03.
 CD1052
 CD1052;                    North         East     Units Scale Factor Converg.
 CD1052;SPC TX C     - 3,195,363.493   210,696.739   MT  0.99989782   -2 38 56.9
 CD1052;SPC TX C     -10,483,455.06    691,260.88   sFT  0.99989782   -2 38 56.9
 CD1052;UTM  13      - 3,465,932.789   454,649.049   MT  0.99962537   -0 14 52.2
 CD1052
 CD1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD1052!SPC TX C     -   0.99977291  x   0.99989782  =   0.99967075
 CD1052!UTM  13      -   0.99977291  x   0.99962537  =   0.99939836
 CD1052
 CD1052:                Primary Azimuth Mark                     Grid Az
 CD1052:SPC TX C     -  MESA                                     022 29 06.4
 CD1052:UTM  13      -  MESA                                     020 05 01.7
 CD1052
 CD1052|---------------------------------------------------------------------|
 CD1052| PID    Reference Object                     Distance      Geod. Az  |
 CD1052|                                                           dddmmss.s |
 CD1052| CD1051 MESA                                APPROX. 5.6 KM 0195009.5 |
 CD1052|---------------------------------------------------------------------|
 CD1052
 CD1052                          SUPERSEDED SURVEY CONTROL
 CD1052
 CD1052  NAD 83(1986)-  31 19 36.94762(N)    105 28 36.03715(W) AD(       ) 3
 CD1052  NAD 27      -  31 19 36.50441(N)    105 28 34.18884(W) AD(       ) 3
 CD1052
 CD1052.Superseded values are not recommended for survey control.
 CD1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD1052.See file dsdata.txt to determine how the superseded data were derived.
 CD1052
 CD1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ5464965933(NAD 83)
 CD1052_MARKER: DD = SURVEY DISK
 CD1052_SETTING: 66 = SET IN ROCK OUTCROP
 CD1052_SP_SET: SET IN ROCK OUTCROP
 CD1052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD1052+STABILITY: POSITION/ELEVATION WELL
 CD1052
 CD1052  HISTORY     - Date     Condition        Report By
 CD1052  HISTORY     - 1945     MONUMENTED       USGS
 CD1052
 CD1052                          STATION DESCRIPTION
 CD1052
 CD1052'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CD1052'STATION IS LOCATED 10 MI. N AND 7 MI. W OF SIERRA BLANCA, ABOUT 6 MI.
 CD1052'NW OF SIERRA BLANCA MTN.  IT IS ABOUT 1.5 MI. S. OF A CONCRETE TANK.
 CD1052'IT IS ABOUT 0.25 MI. S. OF RIM AND ON A KNOB THAT IS HIGHER THAN THE
 CD1052'RIM, ON THE HIGHEST POINT OF THE HILL.
 CD1052'
 CD1052'STATION MARK--STANDARD TABLET SET IN ROCK AND STAMPED -KNOB 1945-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0776 ***********************************************************************
 CT0776  DESIGNATION -  KNOB AZ
 CT0776  PID         -  CT0776
 CT0776  STATE/COUNTY-  TX/JONES
 CT0776  USGS QUAD   -  HAMBY (1987)
 CT0776
 CT0776                         *CURRENT SURVEY CONTROL
 CT0776  ___________________________________________________________________
 CT0776* NAD 83(1993)-  32 36 09.64031(N)    099 38 59.44799(W)     ADJUSTED  
 CT0776* NAVD 88     -       512.758  (meters)    1682.27   (feet)  ADJUSTED  
 CT0776  ___________________________________________________________________
 CT0776  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CT0776  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CT0776  DYNAMIC HT  -         512.097 (meters)    1680.10  (feet)  COMP
 CT0776  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 CT0776
 CT0776  HORZ ORDER  -  SECOND
 CT0776  VERT ORDER  -  SECOND    CLASS 0
 CT0776
 CT0776.The horizontal coordinates were established by classical geodetic methods
 CT0776.and adjusted by the National Geodetic Survey in February 1996..
 CT0776
 CT0776.The orthometric height was determined by differential leveling
 CT0776.and adjusted by the National Geodetic Survey in June 1991..
 CT0776
 CT0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0776
 CT0776.The geoid height was determined by GEOID03.
 CT0776
 CT0776.The dynamic height is computed by dividing the NAVD 88
 CT0776.geopotential number by the normal gravity value computed on the
 CT0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0776.degrees latitude (g = 980.6199 gals.).
 CT0776
 CT0776.The modeled gravity was interpolated from observed gravity values.
 CT0776
 CT0776;                    North         East     Units Scale Factor Converg.
 CT0776;SPC TXNC     - 2,104,385.245   492,076.700   MT  0.99990312   -0 37 37.6
 CT0776;SPC TXNC     - 6,904,137.26  1,614,421.64   sFT  0.99990312   -0 37 37.6
 CT0776;UTM  14      - 3,607,427.500   439,022.852   MT  0.99964585   -0 21 00.6
 CT0776
 CT0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0776!SPC TXNC     -   0.99992397  x   0.99990312  =   0.99982709
 CT0776!UTM  14      -   0.99992397  x   0.99964585  =   0.99956984
 CT0776
 CT0776                          SUPERSEDED SURVEY CONTROL
 CT0776
 CT0776  NAD 83(1986)-  32 36 09.64739(N)    099 38 59.43659(W) AD(       ) 2
 CT0776  NAD 27      -  32 36 09.21400(N)    099 38 58.12500(W) AD(       ) 2
 CT0776  NGVD 29 (??/??/92)  512.621  (m)         1681.82   (f) ADJ UNCH    2 0
 CT0776
 CT0776.Superseded values are not recommended for survey control.
 CT0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0776.See file dsdata.txt to determine how the superseded data were derived.
 CT0776
 CT0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB3902307428(NAD 83)
 CT0776_MARKER: DZ = AZIMUTH MARK DISK
 CT0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0776_SP_SET: CONCRETE APRON
 CT0776_STAMPING: KNOB 1961
 CT0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0776
 CT0776  HISTORY     - Date     Condition        Report By
 CT0776  HISTORY     - 1961     MONUMENTED       CGS
 CT0776  HISTORY     - 20011013 GOOD             USPSQD
 CT0776
 CT0776                          STATION DESCRIPTION
 CT0776
 CT0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0776'13.4 MI NW FROM ELMDALE.
 CT0776'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE SCHOOL AT ELMDALE, THENCE
 CT0776'1.45 WEST ALONG A PAVED ROAD, THENCE 5.75 MILES NORTH ALONG FARM ROAD
 CT0776'1082, THENCE 0.3 MILES EAST ALONG A PAVED ROAD INTO THE SITE, 1 FOOT
 CT0776'WEST OF THE IRON GRATING, 4 INCHES EAST OF THE WEST EDGE OF THE
 CT0776'VENTILATION SHAFT, SET IN TOP OF THE CONCRETE APRON AROUND THE
 CT0776'VENTILATION SHAFT.
 CT0776
 CT0776                          STATION RECOVERY (2001)
 CT0776
 CT0776'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5275 ***********************************************************************
 AH5275  DESIGNATION -  KNOB ET
 AH5275  PID         -  AH5275
 AH5275  STATE/COUNTY-  TX/ERATH
 AH5275  USGS QUAD   -  KNOB HILL (1979)
 AH5275
 AH5275                         *CURRENT SURVEY CONTROL
 AH5275  ___________________________________________________________________
 AH5275* NAD 83(1993)-  32 15 36.76778(N)    098 08 20.80339(W)     ADJUSTED  
 AH5275* NAVD 88     -       428.4    (meters)    1406.     (feet)  VERTCON   
 AH5275  ___________________________________________________________________
 AH5275  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AH5275  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AH5275
 AH5275  HORZ ORDER  -  THIRD
 AH5275
 AH5275.The horizontal coordinates were established by classical geodetic methods
 AH5275.and adjusted by the National Geodetic Survey in July 1998..
 AH5275
 AH5275.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5275
 AH5275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5275
 AH5275.The geoid height was determined by GEOID03.
 AH5275
 AH5275;                    North         East     Units Scale Factor Converg.
 AH5275;SPC TXNC     - 2,065,878.189   634,003.595   MT  0.99996728   +0 11 48.6
 AH5275;SPC TXNC     - 6,777,802.03  2,080,060.13   sFT  0.99996728   +0 11 48.6
 AH5275;UTM  14      - 3,569,604.135   581,086.301   MT  0.99968108   +0 27 34.3
 AH5275
 AH5275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5275!SPC TXNC     -   0.99993713  x   0.99996728  =   0.99990441
 AH5275!UTM  14      -   0.99993713  x   0.99968108  =   0.99961823
 AH5275
 AH5275                          SUPERSEDED SURVEY CONTROL
 AH5275
 AH5275  NGVD 29 (07/28/98)  428.3    (m)         1405.     (f) VERT ANG       
 AH5275
 AH5275.Superseded values are not recommended for survey control.
 AH5275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5275.See file dsdata.txt to determine how the superseded data were derived.
 AH5275
 AH5275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA8108669604(NAD 83)
 AH5275_MARKER: DS = TRIANGULATION STATION DISK
 AH5275_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5275_PROJECTION: FLUSH
 AH5275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5275+STABILITY: SURFACE MOTION
 AH5275
 AH5275  HISTORY     - Date     Condition        Report By
 AH5275  HISTORY     - 1961     MONUMENTED       USGS
 AH5275
 AH5275                          STATION DESCRIPTION
 AH5275
 AH5275'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 AH5275'STATION IS LOCATED ABOUT 3 MI. N. AND 4 MI. E. OF STEPHENVILLE, TEXAS,
 AH5275'ON A HIGH KNOLL, THE TOP OF WHICH HAS BEEN EXTENSIVELY EXCAVATED FOR
 AH5275'RD. MATERIAL.  STATION MARK IS ABOUT 100 YDS. N. OF A COUNTY RD. ON
 AH5275'THE HIGHEST POINT OF SPOIL BANK MATERIAL.
 AH5275'TO REACH FROM THE STEPHENVILLE COURTHOUSE, PROCEED EASTERLY ALONG U.S.
 AH5275'HIGHWAY 377 FOR 4.6 MI., THENCE RIGHT (SE.) 0.5 MI. TO A FARMHOUSE ON
 AH5275'THE LEFT, THENCE THRU GATE IN FRONT OF HOUSE AND PROCEED EASTERLY
 AH5275'ACROSS STOCK TANK DAM 0.2 MI. TO STATION SITE.
 AH5275'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 6
 AH5275'IN. AND STAMPED---KNOB - ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0780 ***********************************************************************
 CT0780  DESIGNATION -  KNOB RM 1
 CT0780  PID         -  CT0780
 CT0780  STATE/COUNTY-  TX/JONES
 CT0780  USGS QUAD   -  HAMBY (1987)
 CT0780
 CT0780                         *CURRENT SURVEY CONTROL
 CT0780  ___________________________________________________________________
 CT0780* NAD 83(1986)-  32 36 34.     (N)    099 39 14.     (W)     SCALED    
 CT0780* NAVD 88     -       522.615  (meters)    1714.61   (feet)  ADJUSTED  
 CT0780  ___________________________________________________________________
 CT0780  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 CT0780  DYNAMIC HT  -         521.942 (meters)    1712.40  (feet)  COMP
 CT0780  MODELED GRAV-     979,335.5   (mgal)                       NAVD 88
 CT0780
 CT0780  VERT ORDER  -  SECOND    CLASS 0
 CT0780
 CT0780.The horizontal coordinates were scaled from a topographic map and have
 CT0780.an estimated accuracy of +/- 6 seconds.
 CT0780
 CT0780.The orthometric height was determined by differential leveling
 CT0780.and adjusted by the National Geodetic Survey in June 1991..
 CT0780
 CT0780.The geoid height was determined by GEOID03.
 CT0780
 CT0780.The dynamic height is computed by dividing the NAVD 88
 CT0780.geopotential number by the normal gravity value computed on the
 CT0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0780.degrees latitude (g = 980.6199 gals.).
 CT0780
 CT0780.The modeled gravity was interpolated from observed gravity values.
 CT0780
 CT0780;                    North         East    Units  Estimated Accuracy
 CT0780;SPC TXNC     - 2,105,140.      491,710.      MT  (+/- 180 meters Scaled)
 CT0780
 CT0780                          SUPERSEDED SURVEY CONTROL
 CT0780
 CT0780  NGVD 29 (??/??/92)  522.477  (m)         1714.16   (f) ADJ UNCH    2 0
 CT0780
 CT0780.Superseded values are not recommended for survey control.
 CT0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0780.See file dsdata.txt to determine how the superseded data were derived.
 CT0780
 CT0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB386081(NAD 83)
 CT0780_MARKER: DR = REFERENCE MARK DISK
 CT0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0780_STAMPING: KNOB NO 1 1961
 CT0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0780+STABILITY: SURFACE MOTION
 CT0780
 CT0780  HISTORY     - Date     Condition        Report By
 CT0780  HISTORY     - 1961     MONUMENTED       CGS
 CT0780  HISTORY     - 20011013 GOOD             USPSQD
 CT0780
 CT0780                          STATION DESCRIPTION
 CT0780
 CT0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0780'13.5 MI NW FROM ELMDALE.
 CT0780'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE ELMDALE SCHOOL AT ELMDALE,
 CT0780'THENCE 1.45 MILES WEST ALONG A PAVED ROAD, THENCE 6.15 MILES NORTH
 CT0780'ALONG FARM ROAD 1082, 36.2 FEET NORTHEAST OF A TRIANGULATION STATION,
 CT0780'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE THE
 CT0780'GROUND.
 CT0780
 CT0780                          STATION RECOVERY (2001)
 CT0780
 CT0780'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0779 ***********************************************************************
 CT0779  DESIGNATION -  KNOB RM 2
 CT0779  PID         -  CT0779
 CT0779  STATE/COUNTY-  TX/JONES
 CT0779  USGS QUAD   -  HAMBY (1987)
 CT0779
 CT0779                         *CURRENT SURVEY CONTROL
 CT0779  ___________________________________________________________________
 CT0779* NAD 83(1986)-  32 36 34.     (N)    099 39 14.     (W)     SCALED    
 CT0779* NAVD 88     -       522.466  (meters)    1714.12   (feet)  ADJUSTED  
 CT0779  ___________________________________________________________________
 CT0779  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 CT0779  DYNAMIC HT  -         521.793 (meters)    1711.92  (feet)  COMP
 CT0779  MODELED GRAV-     979,335.5   (mgal)                       NAVD 88
 CT0779
 CT0779  VERT ORDER  -  SECOND    CLASS 0
 CT0779
 CT0779.The horizontal coordinates were scaled from a topographic map and have
 CT0779.an estimated accuracy of +/- 6 seconds.
 CT0779
 CT0779.The orthometric height was determined by differential leveling
 CT0779.and adjusted by the National Geodetic Survey in June 1991..
 CT0779
 CT0779.The geoid height was determined by GEOID03.
 CT0779
 CT0779.The dynamic height is computed by dividing the NAVD 88
 CT0779.geopotential number by the normal gravity value computed on the
 CT0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0779.degrees latitude (g = 980.6199 gals.).
 CT0779
 CT0779.The modeled gravity was interpolated from observed gravity values.
 CT0779
 CT0779;                    North         East    Units  Estimated Accuracy
 CT0779;SPC TXNC     - 2,105,140.      491,710.      MT  (+/- 180 meters Scaled)
 CT0779
 CT0779                          SUPERSEDED SURVEY CONTROL
 CT0779
 CT0779  NGVD 29 (??/??/92)  522.328  (m)         1713.67   (f) ADJ UNCH    2 0
 CT0779
 CT0779.Superseded values are not recommended for survey control.
 CT0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0779.See file dsdata.txt to determine how the superseded data were derived.
 CT0779
 CT0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB386081(NAD 83)
 CT0779_MARKER: DR = REFERENCE MARK DISK
 CT0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0779_STAMPING: KNOB NO 2 1961
 CT0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0779+STABILITY: SURFACE MOTION
 CT0779
 CT0779  HISTORY     - Date     Condition        Report By
 CT0779  HISTORY     - 1961     MONUMENTED       CGS
 CT0779  HISTORY     - 20011013 POOR             USPSQD
 CT0779
 CT0779                          STATION DESCRIPTION
 CT0779
 CT0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0779'13.5 MI NW FROM ELMDALE.
 CT0779'5.9 MILES NORTH ALONG A PAVED ROAD FROM THE ELMDALE SCHOOL AT ELMDALE,
 CT0779'THENCE 1.45 MILES WEST ALONG A PAVED ROAD, THENCE 6.15 MILES NORTH
 CT0779'ALONG FARM ROAD 1082, 36.4 FEET NORTHWEST OF A TRIANGULATION STATION,
 CT0779'SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 CT0779
 CT0779                          STATION RECOVERY (2001)
 CT0779
 CT0779'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKF)
 CT0779'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1137 ***********************************************************************
 AH1137  DESIGNATION -  KNOLL
 AH1137  PID         -  AH1137
 AH1137  STATE/COUNTY-  TX/NUECES
 AH1137  USGS QUAD   -  PORT ARANSAS (1975)
 AH1137
 AH1137                         *CURRENT SURVEY CONTROL
 AH1137  ___________________________________________________________________
 AH1137* NAD 83(1993)-  27 47 33.06028(N)    097 05 14.88633(W)     ADJUSTED  
 AH1137* NAVD 88     -        10.566  (meters)      34.67   (feet)  ADJUSTED  
 AH1137  ___________________________________________________________________
 AH1137  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AH1137  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AH1137  DYNAMIC HT  -          10.550 (meters)      34.61  (feet)  COMP
 AH1137  MODELED GRAV-     979,144.1   (mgal)                       NAVD 88
 AH1137
 AH1137  HORZ ORDER  -  SECOND
 AH1137  VERT ORDER  -  FIRST     CLASS II
 AH1137
 AH1137.The horizontal coordinates were established by classical geodetic methods
 AH1137.and adjusted by the National Geodetic Survey in February 1996..
 AH1137
 AH1137.The orthometric height was determined by differential leveling
 AH1137.and adjusted by the National Geodetic Survey in December 1997..
 AH1137
 AH1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1137
 AH1137.The geoid height was determined by GEOID03.
 AH1137
 AH1137.The dynamic height is computed by dividing the NAVD 88
 AH1137.geopotential number by the normal gravity value computed on the
 AH1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1137.degrees latitude (g = 980.6199 gals.).
 AH1137
 AH1137.The modeled gravity was interpolated from observed gravity values.
 AH1137
 AH1137;                    North         East     Units Scale Factor Converg.
 AH1137;SPC TX S     - 5,236,313.102   439,200.148   MT  0.99998992   +0 38 28.7
 AH1137;SPC TX S     -17,179,470.57  1,440,942.49   sFT  0.99998992   +0 38 28.7
 AH1137;SPC TXSC     - 3,997,017.323   788,512.696   MT  1.00022193   +0 56 13.1
 AH1137;SPC TXSC     -13,113,547.67  2,586,978.74   sFT  1.00022193   +0 56 13.1
 AH1137;UTM  14      - 3,075,685.412   688,423.797   MT  1.00003824   +0 53 31.3
 AH1137
 AH1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1137!SPC TX S     -   1.00000246  x   0.99998992  =   0.99999238
 AH1137!SPC TXSC     -   1.00000246  x   1.00022193  =   1.00022439
 AH1137!UTM  14      -   1.00000246  x   1.00003824  =   1.00004070
 AH1137
 AH1137:                Primary Azimuth Mark                     Grid Az
 AH1137:SPC TX S     -  CORPUS CHRISTI CHAN LIGHT 1              005 41 38.7
 AH1137:SPC TXSC     -  CORPUS CHRISTI CHAN LIGHT 1              005 23 54.3
 AH1137:UTM  14      -  CORPUS CHRISTI CHAN LIGHT 1              005 26 36.1
 AH1137
 AH1137|---------------------------------------------------------------------|
 AH1137| PID    Reference Object                     Distance      Geod. Az  |
 AH1137|                                                           dddmmss.s |
 AH1137| AH1138 CORPUS CHRISTI CHAN LIGHT 1         APPROX. 5.2 KM 0062007.4 |
 AH1137| AH1152 CORPUS CHRI CHAN AE RNG R LT        APPROX. 7.0 KM 0323810.1 |
 AH1137| AH1166 ARANSAS PASS SPUR BCN 4             APPROX. 6.8 KM 0432901.1 |
 AH1137| CV2523 KNOLL RM 1                                         0485327.4 |
 AH1137| AC8080 KNOLL RM 2                           32.471 METERS 11106     |
 AH1137| AH1178 CORPUS CHRI CHAN LT 31 BCN 11       APPROX.10.7 KM 2854013.7 |
 AH1137| AH1179 MCGLOINS BLUFF                      APPROX.13.8 KM 2860904.9 |
 AH1137| AH1180 CORPUS CHRI CHAN LT 14 BCN 2        APPROX. 5.8 KM 3191829.0 |
 AH1137| AH1145 CORPUS CHRISTI CHAN LIGHT 7         APPROX. 5.0 KM 3411310.1 |
 AH1137|---------------------------------------------------------------------|
 AH1137
 AH1137                          SUPERSEDED SURVEY CONTROL
 AH1137
 AH1137  NAD 83(1986)-  27 47 33.06975(N)    097 05 14.86194(W) AD(       ) 2
 AH1137  NAD 27      -  27 47 31.96400(N)    097 05 13.90200(W) AD(       ) 2
 AH1137  NAVD 88 (08/21/98)   10.57   (m)           34.7    (f) LEVELING    3  
 AH1137
 AH1137.Superseded values are not recommended for survey control.
 AH1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1137.See file dsdata.txt to determine how the superseded data were derived.
 AH1137
 AH1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8842475685(NAD 83)
 AH1137_MARKER: DS = TRIANGULATION STATION DISK
 AH1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1137_SP_SET: SQUARE CONCRETE MONUMENT
 AH1137_STAMPING: KNOLL 1934
 AH1137_MARK LOGO: CGS   
 AH1137_PROJECTION: FLUSH
 AH1137_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1137+STABILITY: SURFACE MOTION
 AH1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1137+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH1137
 AH1137  HISTORY     - Date     Condition        Report By
 AH1137  HISTORY     - 1934     MONUMENTED       CGS
 AH1137  HISTORY     - 1934     GOOD             CGS
 AH1137  HISTORY     - 1937     GOOD             TSI
 AH1137  HISTORY     - 1937     GOOD             LOCENG
 AH1137  HISTORY     - 1938     GOOD             CGS
 AH1137  HISTORY     - 1945     GOOD             TX-355
 AH1137  HISTORY     - 1949     GOOD             CGS
 AH1137  HISTORY     - 1951     GOOD             SUNOCO
 AH1137  HISTORY     - 1951     GOOD             ATRECO
 AH1137  HISTORY     - 1955     GOOD             AEROS
 AH1137  HISTORY     - 1968     GOOD             CGS
 AH1137  HISTORY     - 1968     GOOD             CGS
 AH1137  HISTORY     - 1969     GOOD             CGS
 AH1137  HISTORY     - 1974     GOOD             LOCSUR
 AH1137  HISTORY     - 1977     GOOD             NGS
 AH1137  HISTORY     - 1988     GOOD             NOS
 AH1137  HISTORY     - 19890215 GOOD             NOS
 AH1137  HISTORY     - 19891019 GOOD             NOS
 AH1137  HISTORY     - 19910418 GOOD             NOS
 AH1137  HISTORY     - 19970204 GOOD             NGS
 AH1137  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH1137
 AH1137                          STATION DESCRIPTION
 AH1137
 AH1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EOH)
 AH1137'STATION IS LOCATED ON MUSTANG ISLAND, ABOUT 4 MILES SSW OF
 AH1137'PORT ARANSAS.  IT IS ON A HIGH SAND HILL 175 METERS NW OF THE
 AH1137'GULF HIGH-WATER LINE (APPROXIMATE), 75 METERS NW OF EDGE OF
 AH1137'BEACH GRASS, 140 METERS SE OF SE CORNER OF WATER TANK (50 BY 100
 AH1137'FEET, BUILT OF STEEL PILING, AND USED FOR A WATERING TROUGH).
 AH1137'
 AH1137'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 AH1137'SET IN CONCRETE.
 AH1137'
 AH1137'REFERENCE MARK 1 IS ON SAND DUNE.
 AH1137'
 AH1137'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN--PORT ARANSAS, WATER
 AH1137'TANK, 12 DEG 30 MIN.  ARANSAS PASS, WATER TANK, 325 DEG 30 MIN.
 AH1137'U.S. COAST GUARD STATION, CUPOLA, 20 DEG 00 MIN.  SE CORNER
 AH1137'OF WATER RESERVOIR (140 METERS DISTANT), 333 DEG 00 MIN.
 AH1137'
 AH1137'HEIGHT OF LIGHT ABOVE STATION MARK - 4.6 METERS.
 AH1137
 AH1137                          STATION RECOVERY (1934)
 AH1137
 AH1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AH1137'RECOVERED IN GOOD CONDITION.
 AH1137
 AH1137                          STATION RECOVERY (1937)
 AH1137
 AH1137'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1937
 AH1137'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GOOD.
 AH1137
 AH1137                          STATION RECOVERY (1937)
 AH1137
 AH1137'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937 (OGE)
 AH1137'RECOVERED BY GEOTECHNICAL CORPORATION
 AH1137'
 AH1137'RECOVERED.
 AH1137
 AH1137                          STATION RECOVERY (1938)
 AH1137
 AH1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (GCM)
 AH1137'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AH1137'STATION IS LOCATED ON THE GULF SHORE OF MUSTANG ISLAND.
 AH1137
 AH1137                          STATION RECOVERY (1945)
 AH1137
 AH1137'RECOVERY NOTE BY NUECES COUNTY TEXAS 1945 (DC)
 AH1137'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 AH1137
 AH1137                          STATION RECOVERY (1949)
 AH1137
 AH1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1137'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  PREVIOUS
 AH1137'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION--STATION
 AH1137'IS 2.9 MILES S OF THE S PIER AT PORT ARANSAS.
 AH1137'
 AH1137'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A 12-INCH
 AH1137'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND AND STAMPED
 AH1137'KNOLL 1933.
 AH1137'
 AH1137'R.M. 2 IS 32.61 METERS ESE OF STATION, ON A SAND DUNE ABOUT 6
 AH1137'FEET LOWER THAN STATION.  IT IS A BRONZE REFERENCE DISK SET IN
 AH1137'TOP OF 12-INCH CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND
 AH1137'AND STAMPED KNOLL NO 2 1933.
 AH1137'
 AH1137'R.M. 1 COULD NOT BE FOUND.
 AH1137
 AH1137                          STATION RECOVERY (1951)
 AH1137
 AH1137'RECOVERY NOTE BY SUN OIL COMPANY 1951
 AH1137'STATION RECOVERED IN GOOD CONDITION.
 AH1137
 AH1137                          STATION RECOVERY (1951)
 AH1137
 AH1137'RECOVERY NOTE BY ATLANTIC REFINING COMPANY 1951
 AH1137'MARK RECOVERED IN GOOD CONDITION.  IT IS STAMPED KNOLL 1934.
 AH1137'
 AH1137'STATION IS 4 MILES SSW OF PORT ARANSAS AND 2.7 MILES SW ALONG
 AH1137'THE BEACH FROM THE PUBLIC FISHING PIER.
 AH1137
 AH1137                          STATION RECOVERY (1955)
 AH1137
 AH1137'RECOVERY NOTE BY AERO SERVICE CORPORATION 1955 (DWR)
 AH1137'STATION FOUND IN GOOD CONDITION.  THE OLD DESCRIPTION IS INADEQUATE.
 AH1137'
 AH1137'TO REACH THE STATION FROM PORT ARANSAS, GO SW ON THE HIGHWAY
 AH1137'TO CORPUS CHRISTI FOR 2 MI. FROM THE SW EDGE OF PORT ARANSAS
 AH1137'TO A SIGN READING GULF BEACH, TURN LEFT HERE AND CONTINUE
 AH1137'TOWARD THE BEACH FOR 0.4 MI. TO A CATTLE GUARD.  STATION IS 0.1
 AH1137'MI. TO THE RIGHT ON A SAND DUNE.
 AH1137
 AH1137                          STATION RECOVERY (1968)
 AH1137
 AH1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GMW)
 AH1137'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 AH1137'CONDITION.  REFERENCE MARK NO. 1 COULD NOT BE FOUND.
 AH1137'
 AH1137'THE STATION IS NOW 51 FEET NORTH OF THE NORTHERLY CORNER OF A
 AH1137'SUMMER HOUSE AND FLUSH WITH THE GROUND.  A 10 FOOT, SINGLE WOOD
 AH1137'OBSERVING TOWER EXISTS OVER THE STATION.
 AH1137'
 AH1137'A 2 INCH DIAMETER LEAD FILLED IRON PIPE, PROJECTING 1 FOOT,
 AH1137'EXISTS ON A DUNE ABOUT 45 METERS NORTHWESTERLY.  LEAD IS STAMPED
 AH1137'KNOLL SUB.
 AH1137'
 AH1137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 AH1137'SOUTH-SOUTHWEST OF PORT ARANSAS
 AH1137
 AH1137                          STATION RECOVERY (1968)
 AH1137
 AH1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JKW)
 AH1137'STATION MARK AND R.M. 1 RECOVERED IN GOOD CONDITION.  THE 1968
 AH1137'RECOVERY NOTE BY G.M.W., IS ADEQUATE.
 AH1137
 AH1137                          STATION RECOVERY (1969)
 AH1137
 AH1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 AH1137'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 AH1137'GOOD CONDITION AS DESCRIBED BY G.C.M. IN 1938.  REFERENCE MARK
 AH1137'NO. 1 WAS SEARCHED FOR BUT NOT FOUND.  A HOUSE HAS BEEN BUILT
 AH1137'ON SAND DUNE.  IT IS BELIEVED THE MARK IS UNDER THE HOUSE OR
 AH1137'HAS BEEN COVERED WITH SAND.  A WOODEN TOWER HAS BEEN ERECTED OVER
 AH1137'THE STATION MARK.  A CREOSOTE POST WITH WITNESS SIGN WAS SET
 AH1137'1 FOOT NORTH OF STATION MARK.
 AH1137'
 AH1137'AN ALTERNATE ROUTE TO REACH STATION IS AS FOLLOWS--TO REACH
 AH1137'FROM THE ENTRANCE TO PADRE ISLAND CAUSEWAY AT THE SOUTHEAST EDGE OF
 AH1137'CORPUS CHRISTI, GO SOUTHEAST ON STATE HIGHWAY 358 FOR 4.8 MILES TO
 AH1137'JUNCTION OF PARK ROADS 22 AND 53.  TURN LEFT, GO NORTHERLY ON
 AH1137'PARK ROAD 53 FOR 14.9 MILES TO GULF BEACH ROAD NO. 1.  TURN
 AH1137'RIGHT ON GULF BEACH ROAD NO. 1, GO 0.4 MILE TO END OF BLACK-TOP
 AH1137'ROAD.  THENCE PACK SOUTHWESTERLY ABOUT 200 YARDS TO TOP OF SAND
 AH1137'DUNE AND STATION.
 AH1137'
 AH1137'AIRLINE DISTANCE FROM NEAREST TOWN--4 MILES SOUTH OF PORT ARANSAS
 AH1137
 AH1137                          STATION RECOVERY (1974)
 AH1137
 AH1137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (JTJ)
 AH1137'RECOVERED BY LIPPS, JAKUBIK AND ASSOC. INC.
 AH1137'
 AH1137'GOOD CONDITION
 AH1137'
 AH1137'KNOLL-THE 1968 RECOVERY NOTE BY G.M.W. IS ADEQUATE
 AH1137
 AH1137                          STATION RECOVERY (1977)
 AH1137
 AH1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 AH1137'STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 AH1137'GOOD CONDITION.  DUE TO ROAD CHANGES A NEW TO REACH FOLLOWS.
 AH1137'
 AH1137'TO REACH FROM THE POST OFFICE IN PORT ARANSAS, GO S FOR 0.15 MILE TO
 AH1137'A STOP LIGHT AND STATE HIGHWAY 361.  CONTINUE S ON STATE HIGHWAY 361
 AH1137'FOR 1.9 MILE TO A SIDE ROAD LEFT GULF ROAD 1 A.  CONTINUE S FOR 0.9
 AH1137'MILE TO A SIDE ROAD LEFT GULF ROAD 1.  TURN LEFT AND GO E FOR 0.25
 AH1137'MILE TO A GATE ON THE RIGHT AND SIGN (NOTICE NO TRESPASSING).
 AH1137'TURN RIGHT AND GO S FOR 0.2 MILE TO THE FIRST HOUSE ON THE LEFT
 AH1137'AND STATION, AS DESCRIBED, IN THE 1969 RECOVERY NOTE.
 AH1137'
 AH1137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES SSW OF
 AH1137'PORT ARANSAS.
 AH1137
 AH1137                          STATION RECOVERY (1988)
 AH1137
 AH1137'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1137'THE STATION WAS RECOVERED AT THIS DATE.
 AH1137'REFERENCE MARK NUMBER ONE WAS ALSO RECOVERED BUT NUMBER TWO WAS
 AH1137'SEARCHED FOR BUT NOT RECOVERED.
 AH1137'
 AH1137'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH1137'RECOVERED BY JED
 AH1137
 AH1137                          STATION RECOVERY (1989)
 AH1137
 AH1137'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989
 AH1137'THE STATION IS LOCATED 4 MI SSW OF PORT ARANSAS AND 2.7 MI SW ALONG
 AH1137'THE BEACH FROM THE PUBLIC FISHING PIER.
 AH1137'TO REACH THE STATION FROM THE FERRY CROSSING IN PORT ARANSAS, GO E ON
 AH1137'THE PAVED ROAD FOR 0.24 KM (0.15 MI) TO A PAVED ROAD RIGHT.  TURN
 AH1137'RIGHT, SW, ON HWY 361 FOR 1.38 KM (0.85 MI) TO A CROSSROAD.  TURN
 AH1137'RIGHT, SW, ON PARK ROAD 53 FOR 4.22 KM (2.60 MI) TO A PAVED ROAD LEFT.
 AH1137'TURN LEFT, SE, FOR 0.4 KM (0.25 MI) TO A SAND ROAD RIGHT.  TURN
 AH1137'RIGHT, SW, FOR 0.26 KM (0.15 MI) TO A FORK.  BEAR LEFT, UPGRADE, FOR
 AH1137'20 M (65.6 FT) TO CARPORT OF PRIVATE RESIDENCE.  PACK NE ABOUT 40 M
 AH1137'(131.2 FT) TO STATION ON HIGH GROUND.
 AH1137'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.  THE
 AH1137'STATION PROJECTS 1 CM.  IT IS LOCATED 19.5 M (64.0 FT) NNE OF THE N
 AH1137'CORNER OF THE HOUSE, 15.4 M (50.5 FT) N OF THE N CORNER OF A HOUSE
 AH1137'ADDITION, AND 0.65 M (2.1 FT) ENE OF A CREOSOTE WITNESS POST.
 AH1137
 AH1137                          STATION RECOVERY (1989)
 AH1137
 AH1137'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (PBW)
 AH1137'THE STATION WAS RECOVERED AS DESCRIBED.  THE GEODETIC POSITION WAS
 AH1137'VERIFIED AT THIS TIME. RECOVERED BY P B WALBOLT.
 AH1137
 AH1137                          STATION RECOVERY (1991)
 AH1137
 AH1137'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AH1137'THE STATION IS LOCATED 4 MI (6.44 KM) SSW OF PORT ARANSAS AND 2.7 MI
 AH1137'(4.35 KM) SW ALONG THE BEACH FROM THE PUBLIC FISHING PIER LOCATED ON
 AH1137'MUSTANG ISLAND. TO REACH THE STATION FROM THE FERRY CROSSING IN PORT
 AH1137'ARANSAS, HEAD E ON THE PAVED ROAD FOR 0.15 MI (0.24 KM) TO PAVED ROAD
 AH1137'RIGHT. TURN RIGHT, SW, ON HWY 361 FOR 0.85 KM (0.53 MI) TO A
 AH1137'CROSSROAD. TURN RIGHT, SW, ON PARK ROAD 53 FOR 2.60 MI (4.18 KM) TO A
 AH1137'PAVED ROAD LEFT , TURN LEFT, SE , FOR 0.25 MI (0.40 KM) TO A SAND ROAD
 AH1137'RIGHT. TURN RIGHT, SW, FOR 0.15 MI (0.24 KM) TO A FORK. BEAR LEFT,
 AH1137'UPGRADE FOR 65.6 FT (19.99 M) TO A CARPORT OF A PRIVATE RESIDENCE.
 AH1137'PACK NE ABOUT 131.2 FT (39.99 M) TO THE STATION ON HIGH GROUND. THE
 AH1137'STATION IS A NGS BRONZE DISK SET IN TOP OF A 12 INCH CONCRETE MONUMENT
 AH1137'PROJECTING 3 INCHES ABOVE GROUND AN STAMPED KNOLL 1933. THE STATION IS
 AH1137'LOCATED 64.0 FT (19.51 M) NNE OF THE N CORNER OF THE HOUSE , 50.5 FT
 AH1137'(15.39 M) N OF THE N CORNER OF A HOUSE ADDITION, AND 17.7 IN SE OF A
 AH1137'WITNESS POST. KNOLL RM 2 IS A CGS BRONZE DISK SET IN TOP OF A 12 INCH
 AH1137'DIAMETER CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND AND
 AH1137'STAMPED KNOLL NO 2 1933. IT IS 32.62 METERS ESE OF STATION KNOLL 1934.
 AH1137
 AH1137                          STATION RECOVERY (1997)
 AH1137
 AH1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1137'4.4 KM (2.75 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AH1137'FROM THE POST OFFICE IN PORT ARANSAS, THENCE 0.4 KM (0.25 MI) EASTERLY
 AH1137'ALONG BEACH ACCESS ROAD 1, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG A
 AH1137'DRIVEWAY, 32.5 M (106.6 FT) WEST OF REFERENCE MARK 2, 20.9 M (68.6 FT)
 AH1137'NORTHEAST OF THE NORTHWEST CORNER OF A CARPORT, 15.9 M (52.2 FT) NORTH
 AH1137'OF THE NORTHWEST CORNER OF A HOUSE, 3.5 M (11.5 FT) EAST OF STATION
 AH1137'KNOLL ECC, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AH1137'FLUSH WITH THE GROUND SURFACE.
 AH1137
 AH1137                          STATION RECOVERY (1997)
 AH1137
 AH1137'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1638 ***********************************************************************
 AH1638  DESIGNATION -  KNOLL ECC
 AH1638  PID         -  AH1638
 AH1638  STATE/COUNTY-  TX/NUECES
 AH1638  USGS QUAD   -  PORT ARANSAS (1975)
 AH1638
 AH1638                         *CURRENT SURVEY CONTROL
 AH1638  ___________________________________________________________________
 AH1638* NAD 83(1993)-  27 47 33.11921(N)    097 05 14.98491(W)     ADJUSTED  
 AH1638* NAVD 88     -        10.471  (meters)      34.35   (feet)  ADJUSTED  
 AH1638  ___________________________________________________________________
 AH1638  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AH1638  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AH1638  DYNAMIC HT  -          10.455 (meters)      34.30  (feet)  COMP
 AH1638  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 AH1638
 AH1638  HORZ ORDER  -  THIRD
 AH1638  VERT ORDER  -  FIRST     CLASS II
 AH1638
 AH1638.The horizontal coordinates were established by classical geodetic methods
 AH1638.and adjusted by the National Geodetic Survey in August 1998..
 AH1638
 AH1638.The orthometric height was determined by differential leveling
 AH1638.and adjusted by the National Geodetic Survey in December 1997..
 AH1638
 AH1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1638
 AH1638.The geoid height was determined by GEOID03.
 AH1638
 AH1638.The dynamic height is computed by dividing the NAVD 88
 AH1638.geopotential number by the normal gravity value computed on the
 AH1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1638.degrees latitude (g = 980.6199 gals.).
 AH1638
 AH1638.The modeled gravity was interpolated from observed gravity values.
 AH1638
 AH1638;                    North         East     Units Scale Factor Converg.
 AH1638;SPC TX S     - 5,236,314.885   439,197.429   MT  0.99998993   +0 38 28.6
 AH1638;SPC TX S     -17,179,476.42  1,440,933.56   sFT  0.99998993   +0 38 28.6
 AH1638;SPC TXSC     - 3,997,019.093   788,509.968   MT  1.00022192   +0 56 13.1
 AH1638;SPC TXSC     -13,113,553.47  2,586,969.79   sFT  1.00022192   +0 56 13.1
 AH1638;UTM  14      - 3,075,687.184   688,421.070   MT  1.00003823   +0 53 31.2
 AH1638
 AH1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1638!SPC TX S     -   1.00000248  x   0.99998993  =   0.99999241
 AH1638!SPC TXSC     -   1.00000248  x   1.00022192  =   1.00022440
 AH1638!UTM  14      -   1.00000248  x   1.00003823  =   1.00004071
 AH1638
 AH1638                          SUPERSEDED SURVEY CONTROL
 AH1638
 AH1638  NAD 83(1993)-  27 47 33.13060(N)    097 05 15.00400(W) AD(       ) 3
 AH1638  NAD 83(1986)-  27 47 33.14172(N)    097 05 14.98236(W) AD(       ) 3
 AH1638
 AH1638.Superseded values are not recommended for survey control.
 AH1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1638.See file dsdata.txt to determine how the superseded data were derived.
 AH1638
 AH1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8842175687(NAD 83)
 AH1638_MARKER: DD = SURVEY DISK
 AH1638_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH1638_SP_SET: ALUMINUM ROD IN CONCRETE POST
 AH1638_STAMPING: KNOLL ECC 1988
 AH1638_MARK LOGO: NOS   
 AH1638_PROJECTION: FLUSH
 AH1638_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH1638+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AH1638
 AH1638  HISTORY     - Date     Condition        Report By
 AH1638  HISTORY     - 1988     MONUMENTED       NOS
 AH1638  HISTORY     - 19910418 GOOD             NOS
 AH1638  HISTORY     - 19970204 GOOD             NGS
 AH1638  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AH1638
 AH1638                          STATION DESCRIPTION
 AH1638
 AH1638'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (GLM)
 AH1638'THE STATION IS LOCATED ABOUT 4.0 MILES SSW OF PORT ARANSAS TEXAS
 AH1638'ON MUSTANG ISLAND.
 AH1638'
 AH1638'TO REACH THE STATION FROM PORT ARANSAS, GO SW ON THE HIGHWAY
 AH1638'TO CORPUS CHRISTI FOR 2.0 MILES TO A SIGN READING GULF BEACH
 AH1638'TURN LEFT AND CONTINUE TOWARD THE BEACH TO A CATTLE GUARD.
 AH1638'STATION IS APPROXIMATELY 0.1 MILE TO THE RIGHT ON A SAND DUNE.
 AH1638'
 AH1638'THE STATION IS A STANDARD NOS ALUMINUM DISK SECURED TO THE TOP OF A
 AH1638'42 INCH ALUMINUM ROD WHICH IS SET INTO A ROUND CONCRETE MONUMENT
 AH1638'WITH 0.25 FEET OF THE ROD AND THE DISK PROJECTING ABOVE THE TOP OF
 AH1638'THE CONCRETE.  THE STATION IS STAMPED---KNOLL ECC 1988---, AND IS
 AH1638'LOCATED 3.257 METERS WNW FROM STATION KNOLL 1934.
 AH1638'
 AH1638'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH1638'DESCRIBED BY GLM.
 AH1638
 AH1638                          STATION RECOVERY (1991)
 AH1638
 AH1638'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AH1638'THE STATION IS LOCATED 4 MI (6.44 KM) SSW OF PORT ARANSAS AND 2.7 MI
 AH1638'(4.35 KM) SW ALONG THE BEACH FROM THE PUBLIC FISHING PIER ON MUSTANG
 AH1638'ISLAND. TO REACH THE STATION FROM THE FERRY CROSSING IN PORT ARANSAS,
 AH1638'HEAD E ON THE PAVED ROAD FOR 0.15 MI (0.24 KM) TO A PAVED ROAD RIGHT.
 AH1638'TURN RIGHT, SW, ON HWY 361 FOR 0.85 MI (1.37 KM) TO A CROSSROAD. TURN
 AH1638'RIGHT, SW, ON PARK ROAD 53 FOR 2.60 MI (4.18 KM) TO A PAVED ROAD LEFT
 AH1638'.,SE, FOR 0.25 MI (0.40 KM) TO A SAND ROAD RIGHT. TURN RIGHT, SW, FOR
 AH1638'0.15 MI (0.24 KM) TO A FORK. BEAR LEFT, UPGRADE, FOR 65.6 FT (19.99 M)
 AH1638'TO A CARPORT OF A PRIVATE RESIDENCE. PACK NE ABOUT 131.2 FT (39.99 M)
 AH1638'TO STATION KNOLL 1934 ON HIGH GROUND. STATION KNOLL 1934 IS LOCATED
 AH1638'64.0 FT (19.51 M) NNE OF THE N CORNER OF THE HOUSE 50.5 FT (15.39 M) N
 AH1638'OF THE N CORNER OF A HOUSE ADDITION, AND 2.1 FT (0.64 M) ENE OF A
 AH1638'CREOSOTE WITNESS POST. STATION KNOLL ECC IS A NOS ALUMINUM DISK SET IN
 AH1638'TOP OF AN 8 INCH DIAMETER CONCRETE FILLED HOLE AND FLUSH WITH THE
 AH1638'GROUND. IT IS STAMPED KNOLL ECC 1988 AND IS LOCATED 3.251 METERS NW OF
 AH1638'STATION KNOLL 1934.
 AH1638
 AH1638                          STATION RECOVERY (1997)
 AH1638
 AH1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH1638'4.4 KM (2.75 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AH1638'FROM THE POST OFFICE IN PORT ARANSAS, THENCE 0.4 KM (0.25 MI) EASTERLY
 AH1638'ALONG BEACH ACCESS ROAD 1, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG A
 AH1638'DRIVEWAY, 19.8 M (65.0 FT) NORTH OF THE NORTHWEST CORNER OF A HOUSE,
 AH1638'17.6 M (57.7 FT) NORTHEAST OF THE NORTHWEST CORNER OF A CARPORT, 3.5 M
 AH1638'(11.5 FT) WEST OF STATION KNOLL, AND THE MONUMENT IS FLUSH WITH THE
 AH1638'GROUND SURFACE.
 AH1638
 AH1638                          STATION RECOVERY (1997)
 AH1638
 AH1638'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH1638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8080 ***********************************************************************
 AC8080  DESIGNATION -  KNOLL RM 2
 AC8080  PID         -  AC8080
 AC8080  STATE/COUNTY-  TX/NUECES
 AC8080  USGS QUAD   -  PORT ARANSAS (1975)
 AC8080
 AC8080                         *CURRENT SURVEY CONTROL
 AC8080  ___________________________________________________________________
 AC8080* NAD 83(1993)-  27 47 32.68046(N)    097 05 13.77975(W)     ADJUSTED  
 AC8080* NAVD 88     -         7.848  (meters)      25.75   (feet)  ADJUSTED  
 AC8080  ___________________________________________________________________
 AC8080  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AC8080  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AC8080  DYNAMIC HT  -           7.837 (meters)      25.71  (feet)  COMP
 AC8080  MODELED GRAV-     979,144.1   (mgal)                       NAVD 88
 AC8080
 AC8080  HORZ ORDER  -  THIRD
 AC8080  VERT ORDER  -  FIRST     CLASS II
 AC8080
 AC8080.The horizontal coordinates were established by classical geodetic methods
 AC8080.and adjusted by the National Geodetic Survey in August 1998..
 AC8080
 AC8080.The orthometric height was determined by differential leveling
 AC8080.and adjusted by the National Geodetic Survey in December 1997..
 AC8080
 AC8080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8080
 AC8080.The geoid height was determined by GEOID03.
 AC8080
 AC8080.The dynamic height is computed by dividing the NAVD 88
 AC8080.geopotential number by the normal gravity value computed on the
 AC8080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8080.degrees latitude (g = 980.6199 gals.).
 AC8080
 AC8080.The modeled gravity was interpolated from observed gravity values.
 AC8080
 AC8080;                    North         East     Units Scale Factor Converg.
 AC8080;SPC TX S     - 5,236,301.750   439,230.569   MT  0.99998990   +0 38 29.2
 AC8080;SPC TX S     -17,179,433.32  1,441,042.29   sFT  0.99998990   +0 38 29.2
 AC8080;UTM  14      - 3,075,674.193   688,454.269   MT  1.00003838   +0 53 31.8
 AC8080
 AC8080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8080!SPC TX S     -   1.00000289  x   0.99998990  =   0.99999279
 AC8080!UTM  14      -   1.00000289  x   1.00003838  =   1.00004127
 AC8080
 AC8080                          SUPERSEDED SURVEY CONTROL
 AC8080
 AC8080.No superseded survey control is available for this station.
 AC8080
 AC8080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR8845475674(NAD 83)
 AC8080_MARKER: DR = REFERENCE MARK DISK
 AC8080_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AC8080_STAMPING: KNOLL NO 2 1933
 AC8080_MARK LOGO: CGS   
 AC8080_PROJECTION: FLUSH
 AC8080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8080+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1997
 AC8080
 AC8080  HISTORY     - Date     Condition        Report By
 AC8080  HISTORY     - 1933     MONUMENTED       CGS
 AC8080  HISTORY     - 19910418 GOOD             NOS
 AC8080  HISTORY     - 19970204 GOOD             NGS
 AC8080
 AC8080                          STATION DESCRIPTION
 AC8080
 AC8080'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AC8080'THE STATION IS LOCATED 4 MI (6.44 KM) SSW OF PORT ARANSAS AND 2.7 MI
 AC8080'(4.35 KM) SW ALONG THE BEACH FROM THE PUBLIC FISHING PIER LOCATED ON
 AC8080'MUSTANG ISLAND. THE STATION IS 32.62 METERS ESE OF STATION KNOLL 1934
 AC8080'AND THIS DESCRIPTION IS TO STATION KNOLL 1934. TO REACH THE STATION
 AC8080'FROM THE FERRY CROSSING IN PORT ARANSAS, HEAD E ON THE PAVED ROAD FOR
 AC8080'0.15 MI (0.24 KM) TO PAVED ROAD RIGHT. TURN RIGHT, SW ON HWY 361 FOR
 AC8080'0.85 KM (0.53 MI) TO A CROSSROAD. TURN RIGHT , SW, ON PARK ROAD 53 FOR
 AC8080'2.60 MI (4.18 KM) TO A PAVED ROAD LEFT, TURN LEFT, SE, FOR 0.25 MI
 AC8080'(0.40 KM) TO A SAND ROAD ROGHT. TURN RIGHT, SW, FOR 0.15 MI (0.24 KM)
 AC8080'TO A FORK. BEAR LEFT, UPGRADE FOR 65.6 F TO A CARPORT OF A PRIVATE
 AC8080'RESIDENCE. PACK NE ABOUT 131 FT (39.93 M) TO THE STATION ON HIGH
 AC8080'GROUND. STATION KNOLL 1934 IS A NGS BRONZE DISK SET IN TOP OF A 12
 AC8080'INCH CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND AND
 AC8080'STAMPED KNOLL 1933. THE STATION IS LOCATED 64.0 FT (19.51 M) NNE OF
 AC8080'THE N CORNER OF THE HOUSE, 50.5 FT (15.39 M) N OF THE N CORNER OF A
 AC8080'HOUSE ADDITION, AND 17.7 INCHES SE OF A WITNESS POST. KNOLL RM 2 IS A
 AC8080'CGS BRONZE DISK SET IN TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT
 AC8080'PROJECTING 4 INCHES ABOVE GROUND AND STAMPED KNOLL NO 2 1933.
 AC8080
 AC8080                          STATION RECOVERY (1997)
 AC8080
 AC8080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8080'4.4 KM (2.75 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AC8080'FROM THE POST OFFICE IN PORT ARANSAS, THENCE 0.4 KM (0.25 MI) EASTERLY
 AC8080'ALONG BEACH ACCESS ROAD 1, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG A
 AC8080'DRIVEWAY, 32.5 M (106.6 FT) EAST OF STATION KNOLL, 30.3 M (99.4 FT)
 AC8080'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 1.0 M (3.3 FT) WEST OF A
 AC8080'WOODEN POST, AND MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AC8080'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0763 ***********************************************************************
 BN0763  DESIGNATION -  KNOX
 BN0763  PID         -  BN0763
 BN0763  STATE/COUNTY-  TX/KIMBLE
 BN0763  USGS QUAD   -  NOXVILLE (1974)
 BN0763
 BN0763                         *CURRENT SURVEY CONTROL
 BN0763  ___________________________________________________________________
 BN0763* NAD 83(1993)-  30 23 08.18288(N)    099 26 56.07668(W)     ADJUSTED  
 BN0763* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 BN0763  ___________________________________________________________________
 BN0763  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 BN0763  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 BN0763
 BN0763  HORZ ORDER  -  THIRD
 BN0763
 BN0763.The horizontal coordinates were established by classical geodetic methods
 BN0763.and adjusted by the National Geodetic Survey in February 1996..
 BN0763
 BN0763.The orthometric height was scaled from a topographic map.
 BN0763
 BN0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0763
 BN0763.The geoid height was determined by GEOID03.
 BN0763
 BN0763;                    North         East     Units Scale Factor Converg.
 BN0763;SPC TX C     - 3,080,036.967   784,996.785   MT  0.99993908   +0 27 19.9
 BN0763;SPC TX C     -10,105,087.95  2,575,443.62   sFT  0.99993908   +0 27 19.9
 BN0763;SPC TXSC     - 4,282,957.511   556,853.522   MT  1.00003114   -0 13 11.7
 BN0763;SPC TXSC     -14,051,669.77  1,826,943.60   sFT  1.00003114   -0 13 11.7
 BN0763;UTM  14      - 3,361,600.377   456,871.801   MT  0.99962295   -0 13 37.5
 BN0763
 BN0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0763!SPC TX C     -   0.99990056  x   0.99993908  =   0.99983964
 BN0763!SPC TXSC     -   0.99990056  x   1.00003114  =   0.99993170
 BN0763!UTM  14      -   0.99990056  x   0.99962295  =   0.99952355
 BN0763
 BN0763|---------------------------------------------------------------------|
 BN0763| PID    Reference Object                     Distance      Geod. Az  |
 BN0763|                                                           dddmmss.s |
 BN0763| CV5406 KNOX RM 1                            19.115 METERS 01426     |
 BN0763| CV5405 KNOX AZ MK                                         0895918.0 |
 BN0763| CV5407 KNOX RM 2                             9.000 METERS 30815     |
 BN0763|---------------------------------------------------------------------|
 BN0763
 BN0763                          SUPERSEDED SURVEY CONTROL
 BN0763
 BN0763  NAD 83(1986)-  30 23 08.19036(N)    099 26 56.06562(W) AD(       ) 3
 BN0763  NAD 27      -  30 23 07.49600(N)    099 26 54.87300(W) AD(       ) 3
 BN0763
 BN0763.Superseded values are not recommended for survey control.
 BN0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0763.See file dsdata.txt to determine how the superseded data were derived.
 BN0763
 BN0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU5687261600(NAD 83)
 BN0763_MARKER: DS = TRIANGULATION STATION DISK
 BN0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0763
 BN0763  HISTORY     - Date     Condition        Report By
 BN0763  HISTORY     - 1944     MONUMENTED       CGS
 BN0763
 BN0763                          STATION DESCRIPTION
 BN0763
 BN0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 BN0763'STATION IS LOCATED ON THE N SIDE OF A COUNTY ROAD ON THE SUMMIT
 BN0763'OF THE DIVIDE BETWEEN E AND W FORKS OF THE JAMES RIVER.  IT
 BN0763'IS 1.2 MILES E OF NEW KNOXVILLE, APPROXIMATELY 20 MILES ESE OF
 BN0763'JUNCTION, 6-1/2 MILES N OF THE KERR-KIMBLE COUNTY LINE, ON THE
 BN0763'ROAD RIGHT-OF-WAY PROPERTY.  IT IS LOCATED 45 FEET N OF THE
 BN0763'CENTER LINE OF COUNTY ROAD, 5 FEET S OF WIRE FENCE AND TELEPHONE
 BN0763'LINE, AND 15 FEET E OF A WHITE WOODEN WITNESS POST.
 BN0763'
 BN0763'STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH SQUARE
 BN0763'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 BN0763'IT IS STAMPED KNOX 1944.  UNDERGROUND MARK - 8A.
 BN0763'
 BN0763'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 BN0763'HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED KNOX NO 1
 BN0763'1944.  IT IS 53 FEET N OF WIRE FENCE AND TELEPHONE LINE.
 BN0763'
 BN0763'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 BN0763'HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS STAMPED KNOX NO
 BN0763'2 1944 AND IS LOCATED 10 FEET N OF WIRE FENCE AND TELEPHONE
 BN0763'LINE.
 BN0763'
 BN0763'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 BN0763'IN BEDROCK PROJECTING 1 INCH.  IT IS STAMPED KNOX 1944.  IT IS
 BN0763'4 FEET S OF WIRE FENCE AND TELEPHONE LINE, 4 FEET S OF WHITE
 BN0763'WOODEN WITNESS POST, AND 40 FEET N OF THE CENTER LINE OF COUNTY
 BN0763'ROAD.
 BN0763'
 BN0763'TO REACH STATION FROM JUNCTION, PROCEED E ON U.S. HIGHWAY 290
 BN0763'FOR 10.6 MILES FROM E END OF SOUTH LLANO RIVER BRIDGE.  THENCE
 BN0763'TURN LEFT ONTO DIRT COUNTY ROAD AND CONTINUE 9.0 MILES TO NEW
 BN0763'KNOXVILLE.  CONTINUE ON COUNTY ROAD FOR 1.2 MILES TO TOP OF
 BN0763'RIDGE AND STATION.
 BN0763'
 BN0763'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0900 ***********************************************************************
 DO0900  DESIGNATION -  KNOX CITY CABLE TV MAST
 DO0900  PID         -  DO0900
 DO0900  STATE/COUNTY-  TX/KNOX
 DO0900  USGS QUAD   -  KNOX CITY (1968)
 DO0900
 DO0900                         *CURRENT SURVEY CONTROL
 DO0900  ___________________________________________________________________
 DO0900* NAD 83(1993)-  33 24 56.43806(N)    099 48 14.77474(W)     ADJUSTED  
 DO0900* NAVD 88     -                                                        
 DO0900  ___________________________________________________________________
 DO0900  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DO0900  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DO0900
 DO0900  HORZ ORDER  -  THIRD
 DO0900
 DO0900.The horizontal coordinates were established by classical geodetic methods
 DO0900.and adjusted by the National Geodetic Survey in February 1996..
 DO0900
 DO0900
 DO0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0900
 DO0900.The geoid height was determined by GEOID03.
 DO0900
 DO0900;                    North         East     Units Scale Factor Converg.
 DO0900;SPC TXNC     - 2,194,702.084   478,718.095   MT  0.99989274   -0 42 40.5
 DO0900;SPC TXNC     - 7,200,451.75  1,570,594.28   sFT  0.99989274   -0 42 40.5
 DO0900;UTM  14      - 3,697,659.427   425,237.181   MT  0.99966891   -0 26 34.3
 DO0900
 DO0900                          SUPERSEDED SURVEY CONTROL
 DO0900
 DO0900  NAD 83(1993)-  33 24 56.43995(N)    099 48 14.77511(W) AD(       ) 4
 DO0900  NAD 83(1986)-  33 24 56.44469(N)    099 48 14.76666(W) AD(       ) 4
 DO0900  NAD 27      -  33 24 56.09915(N)    099 48 13.43679(W) AD(       ) 3
 DO0900
 DO0900.Superseded values are not recommended for survey control.
 DO0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0900.See file dsdata.txt to determine how the superseded data were derived.
 DO0900
 DO0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2523797659(NAD 83)
 DO0900_MARKER: 42 = RADIO/TV MAST
 DO0900
 DO0900  HISTORY     - Date     Condition        Report By
 DO0900  HISTORY     - 1966     FIRST OBSERVED   CGS
 DO0900  HISTORY     - 1974     GOOD             NGS
 DO0900
 DO0900                          STATION DESCRIPTION
 DO0900
 DO0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0900'KNOX CITY, WILLIAMS CABLE TELEVISION SERVICE, MAST IS A
 DO0900'TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY
 DO0900'RED AND WHITE, WITH NUMEROUS ANTENNAE NEAR THE TOP, AND AN
 DO0900'OVERALL HEIGHT OF 403 FEET.  THE MAST IS OWNED BY L.E. AND
 DO0900'C.E. WILLIAMS OF KNOX CITY AND IS ALSO USED BY THE TEXAS WILDLIFE
 DO0900'SERVICE.
 DO0900'
 DO0900'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 283 AND 222
 DO0900'IN KNOX CITY, GO EAST ON HIGHWAY 222 FOR 0.75 MILE TO A DIRT
 DO0900'ROAD RIGHT.  TURN RIGHT, SOUTH, ON DIRT ROAD FOR 0.2 MILE TO MAST
 DO0900'ON THE LEFT.
 DO0900'
 DO0900'STATION IS THE BLINKING RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0901 ***********************************************************************
 DO0901  DESIGNATION -  KNOX CITY ET USGS 1966
 DO0901  PID         -  DO0901
 DO0901  STATE/COUNTY-  TX/KNOX
 DO0901  USGS QUAD   -  KNOX CITY (1968)
 DO0901
 DO0901                         *CURRENT SURVEY CONTROL
 DO0901  ___________________________________________________________________
 DO0901* NAD 83(1993)-  33 24 49.55305(N)    099 48 40.96381(W)     ADJUSTED  
 DO0901* NAVD 88     -       479.4    (meters)    1573.     (feet)  VERTCON   
 DO0901  ___________________________________________________________________
 DO0901  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DO0901  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DO0901
 DO0901  HORZ ORDER  -  SECOND
 DO0901
 DO0901.The horizontal coordinates were established by classical geodetic methods
 DO0901.and adjusted by the National Geodetic Survey in February 1996..
 DO0901
 DO0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DO0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DO0901
 DO0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0901
 DO0901.The geoid height was determined by GEOID03.
 DO0901
 DO0901;                    North         East     Units Scale Factor Converg.
 DO0901;SPC TXNC     - 2,194,498.426   478,038.931   MT  0.99989253   -0 42 54.8
 DO0901;SPC TXNC     - 7,199,783.59  1,568,366.06   sFT  0.99989253   -0 42 54.8
 DO0901;UTM  14      - 3,697,452.636   424,559.129   MT  0.99967017   -0 26 48.6
 DO0901
 DO0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO0901!SPC TXNC     -   0.99992922  x   0.99989253  =   0.99982176
 DO0901!UTM  14      -   0.99992922  x   0.99967017  =   0.99959941
 DO0901
 DO0901:                Primary Azimuth Mark                     Grid Az
 DO0901:SPC TXNC     -  ROCHESTER MUN TANK                       201 08 21.1
 DO0901:UTM  14      -  ROCHESTER MUN TANK                       200 52 14.9
 DO0901
 DO0901|---------------------------------------------------------------------|
 DO0901| PID    Reference Object                     Distance      Geod. Az  |
 DO0901|                                                           dddmmss.s |
 DO0901| DO0908 ROCHESTER MUN TANK                  APPROX.11.7 KM 2002526.3 |
 DO0901| DO0903 OBRIEN MUN TANK                     APPROX. 4.5 KM 2164617.8 |
 DO0901| DO0902 KNOX CITY MUN TANK                  APPROX. 0.9 KM 2953914.7 |
 DO0901|---------------------------------------------------------------------|
 DO0901
 DO0901                          SUPERSEDED SURVEY CONTROL
 DO0901
 DO0901  NAD 83(1993)-  33 24 49.55494(N)    099 48 40.96415(W) AD(       ) 2
 DO0901  NAD 83(1986)-  33 24 49.55983(N)    099 48 40.95576(W) AD(       ) 2
 DO0901  NAD 27      -  33 24 49.21493(N)    099 48 39.62591(W) AD(       ) 2
 DO0901  NGVD 29 (07/19/86)  479.2    (m)         1572.     (f) VERT ANG       
 DO0901
 DO0901.Superseded values are not recommended for survey control.
 DO0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0901.See file dsdata.txt to determine how the superseded data were derived.
 DO0901
 DO0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2455997453(NAD 83)
 DO0901_MARKER: DD = SURVEY DISK
 DO0901_SETTING: 0 = UNSPECIFIED SETTING
 DO0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0901
 DO0901  HISTORY     - Date     Condition        Report By
 DO0901  HISTORY     - 1966     MONUMENTED       USGS
 DO0901
 DO0901                          STATION DESCRIPTION
 DO0901
 DO0901'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (CFL)
 DO0901'LOCATED IN THE SOUTHEAST PART OF KNOX CITY, TEXAS ON THE ROOF
 DO0901'OF THE ELEVATOR SHAFT OF THE KNOX COUNTY HOSPITAL.  10.29 FEET
 DO0901'(3.134 METERS) FROM THE SOUTHWEST CORNER OF THE ROOF.  10.36 FEET
 DO0901'(3.156 METERS) FROM THE NORTHWEST CORNER.  10.35 FEET (3.153
 DO0901'METERS) FROM THE NORTHEAST CORNER.  AND 10.36 FEET (3.156 METERS)
 DO0901'FROM THE SOUTHEAST CORNER.
 DO0901'
 DO0901'THE STATION WAS MONUMENTED IN 1966 AND OBSERVED IN 1967.
 DO0901'
 DO0901'STATION MARK--A USGS ALUMINUM TABLET CEMENTED IN DRILL HOLE IN
 DO0901'CONCRETE ROOF.  THE TABLET IS FLUSH WITH THE ROOF AND IS STAMPED
 DO0901'KNOX CITY ET 1966.
 DO0901'
 DO0901'REFERENCE MARKS--NONE
 DO0901'
 DO0901'AZIMUTH MARK--USGS STATION LUTHER ET IS VISIBLE FROM THE ROOF
 DO0901'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0902 ***********************************************************************
 DO0902  DESIGNATION -  KNOX CITY MUN TANK
 DO0902  PID         -  DO0902
 DO0902  STATE/COUNTY-  TX/KNOX
 DO0902  USGS QUAD   -  KNOX CITY (1968)
 DO0902
 DO0902                         *CURRENT SURVEY CONTROL
 DO0902  ___________________________________________________________________
 DO0902* NAD 83(1993)-  33 25 02.10448(N)    099 49 12.12973(W)     ADJUSTED  
 DO0902* NAVD 88     -                                                        
 DO0902  ___________________________________________________________________
 DO0902  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DO0902  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DO0902
 DO0902  HORZ ORDER  -  THIRD
 DO0902
 DO0902.The horizontal coordinates were established by classical geodetic methods
 DO0902.and adjusted by the National Geodetic Survey in February 1996..
 DO0902
 DO0902
 DO0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 DO0902
 DO0902.The geoid height was determined by GEOID03.
 DO0902
 DO0902;                    North         East     Units Scale Factor Converg.
 DO0902;SPC TXNC     - 2,194,895.133   477,238.693   MT  0.99989291   -0 43 11.8
 DO0902;SPC TXNC     - 7,201,085.12  1,565,740.61   sFT  0.99989291   -0 43 11.8
 DO0902;UTM  14      - 3,697,845.503   423,757.220   MT  0.99967167   -0 27 05.9
 DO0902
 DO0902                          SUPERSEDED SURVEY CONTROL
 DO0902
 DO0902  NAD 83(1993)-  33 25 02.10634(N)    099 49 12.13009(W) AD(       ) 4
 DO0902  NAD 83(1986)-  33 25 02.11109(N)    099 49 12.12165(W) AD(       ) 4
 DO0902  NAD 27      -  33 25 01.76661(N)    099 49 10.78937(W) AD(       ) 3
 DO0902
 DO0902.Superseded values are not recommended for survey control.
 DO0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0902.See file dsdata.txt to determine how the superseded data were derived.
 DO0902
 DO0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB2375797846(NAD 83)
 DO0902_MARKER: 53 = ELEVATED TANK
 DO0902
 DO0902  HISTORY     - Date     Condition        Report By
 DO0902  HISTORY     - 1967     FIRST OBSERVED   USGS
 DO0902  HISTORY     - 1974     GOOD             NGS
 DO0902
 DO0902                          STATION DESCRIPTION
 DO0902
 DO0902'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DO0902'LOCATED IN KNOX CITY, TEXAS.  105 FEET EAST OF NOLAN STREET AND
 DO0902'65 FEET NORTH OF WEST FIFTH STREET.
 DO0902'
 DO0902'POINT OBSERVED WAS THE TOP CENTER OF A SILVER WATER TANK MOUNTED
 DO0902'ON FOUR STEEL LEGS WHICH ARE PAINTED BLACK.
 DO0902'
 DO0902'THIS STATION WAS INTERSECTED FROM STATIONS ALVIS ET 1966,
 DO0902'CHILD ET 1966, KNOX CITY ET 1966, AND TACKITT ET 1966.
 DO0902
 DO0902                          STATION RECOVERY (1974)
 DO0902
 DO0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 DO0902'KNOX CITY MUNICIPAL WATER TANK IS A FOUR LEGGED STEEL STRUCTURE,
 DO0902'120 FEET HIGH, WITH CONICAL TYPE TANK, PAINTED SILVER, AND HAS
 DO0902'THE LETTERS KNOX CITY IN BLACK ON THE NORTH AND SOUTH SIDE.
 DO0902'
 DO0902'THE TANK IS LOCATED IN THE SOUTHEAST PART OF KNOX CITY, IN THE
 DO0902'NORTHEAST ANGLE OF THE INTERSECTION OF ASPEN STREET AND
 DO0902'S SECOND AVENUE.
 DO0902'
 DO0902'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0960 ***********************************************************************
 EM0960  DESIGNATION -  KNUCKLES
 EM0960  PID         -  EM0960
 EM0960  STATE/COUNTY-  TX/WILBARGER
 EM0960  USGS QUAD   -  TOLBERT (1983)
 EM0960
 EM0960                         *CURRENT SURVEY CONTROL
 EM0960  ___________________________________________________________________
 EM0960* NAD 83(1993)-  34 13 19.00732(N)    099 27 12.44142(W)     ADJUSTED  
 EM0960* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 EM0960  ___________________________________________________________________
 EM0960  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 EM0960  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 EM0960
 EM0960  HORZ ORDER  -  FIRST
 EM0960
 EM0960.The horizontal coordinates were established by classical geodetic methods
 EM0960.and adjusted by the National Geodetic Survey in February 1996..
 EM0960
 EM0960.The orthometric height was scaled from a topographic map.
 EM0960
 EM0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0960
 EM0960.The geoid height was determined by GEOID03.
 EM0960
 EM0960;                    North         East     Units Scale Factor Converg.
 EM0960;SPC TXNC     - 2,283,776.039   512,139.000   MT  1.00008121   -0 31 12.0
 EM0960;SPC TXNC     - 7,492,688.55  1,680,242.70   sFT  1.00008121   -0 31 12.0
 EM0960;UTM  14      - 3,786,858.361   458,233.389   MT  0.99962150   -0 15 18.1
 EM0960
 EM0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0960!SPC TXNC     -   0.99993508  x   1.00008121  =   1.00001628
 EM0960!UTM  14      -   0.99993508  x   0.99962150  =   0.99955660
 EM0960
 EM0960:                Primary Azimuth Mark                     Grid Az
 EM0960:SPC TXNC     -  FREDERICK MUNICIPAL TANK                 065 09 51.8
 EM0960:UTM  14      -  FREDERICK MUNICIPAL TANK                 064 53 57.9
 EM0960
 EM0960|---------------------------------------------------------------------|
 EM0960| PID    Reference Object                     Distance      Geod. Az  |
 EM0960|                                                           dddmmss.s |
 EM0960| EM0924 FREDERICK MUNICIPAL TANK            APPROX.43.7 KM 0643839.8 |
 EM0960| EM0926 FREDERICK OKLA COMPRESS CO TK       APPROX.43.3 KM 0653207.8 |
 EM0960| EM0923 FREDERICK TRADERS COMPRESS TK       APPROX.43.3 KM 0660320.8 |
 EM0960| EM0929 DAVIDSON TANK                       APPROX.34.4 KM 0855347.1 |
 EM0960| CX8466 KNUCKLES RM 1                        21.139 METERS 09542     |
 EM0960| EM0943 VERNON BIG MUNICIPAL TANK           APPROX.17.6 KM 1202639.8 |
 EM0960| CX8465 KNUCKLES AZ MK                                     1330153.4 |
 EM0960| CX8467 KNUCKLES RM 2                         7.356 METERS 18315     |
 EM0960| EM0971 CHILLICOTHE FLAT MUNICIPAL TK       APPROX. 6.2 KM 3013924.9 |
 EM0960| EM0972 CHILLICOTHE SLENDER MUN TANK        APPROX. 5.9 KM 3083417.0 |
 EM0960| EM0963 KNUCKLES 2                           42.120 METERS 33814     |
 EM0960|---------------------------------------------------------------------|
 EM0960
 EM0960                          SUPERSEDED SURVEY CONTROL
 EM0960
 EM0960  NAD 83(1993)-  34 13 19.00750(N)    099 27 12.44140(W) AD(       ) 1
 EM0960  NAD 83(1986)-  34 13 19.01417(N)    099 27 12.43176(W) AD(       ) 1
 EM0960  NAD 27      -  34 13 18.71200(N)    099 27 11.11800(W) AD(       ) 1
 EM0960
 EM0960.Superseded values are not recommended for survey control.
 EM0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0960.See file dsdata.txt to determine how the superseded data were derived.
 EM0960
 EM0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5823386858(NAD 83)
 EM0960_MARKER: DS = TRIANGULATION STATION DISK
 EM0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0960
 EM0960  HISTORY     - Date     Condition        Report By
 EM0960  HISTORY     - 1935     MONUMENTED       CGS
 EM0960  HISTORY     - 1957     MARK NOT FOUND   CGS
 EM0960  HISTORY     - 1969     SEE DESCRIPTION  CGS
 EM0960
 EM0960                          STATION DESCRIPTION
 EM0960
 EM0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 EM0960'STATION IS LOCATED ON THE LINE BETWEEN SECTIONS 41 AND 42, BLOCK
 EM0960'16, ABOUT 4 MILES SW OF CHILLICOTHE AND 10-1/2 MILES WNW OF VERNON,
 EM0960'ABOUT 140 FEET E OF HOME OF OTTICE GRIMES, ON LAND OWNED BY
 EM0960'J.H. KNUCKLES, 10-1/2 FEET E OF NS FENCE, 30 FEET N OF EW FENCE.
 EM0960'
 EM0960'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EM0960'BRONZE DISKS SET IN CONCRETE.
 EM0960'
 EM0960'REFERENCE MARK NO. 1 IS SET IN EW FENCE, 75 FEET E OF NS FENCE
 EM0960'LINE.
 EM0960'
 EM0960'REFERENCE MARK NO. 2 IS SET IN NS FENCE LINE, 9 FEET N OF
 EM0960'EW FENCE LINE.
 EM0960'
 EM0960'AZIMUTH MARK IS SET 26 FEET W OF CENTER LINE OF NS DIRT
 EM0960'ROAD, 2 FEET N OF EW FENCE, 2 FEET W OF NS FENCE.  TO REACH
 EM0960'FROM STATION GO 0.4 MILE N, TURN RIGHT 0.15 MILE AND FOLLOW
 EM0960'WINDING ROAD FOR 0.6 MILE.  GO E 0.15 MILE AND TURN S 0.9
 EM0960'MILE, GO W 0.25 MILE AND TURN S JUST BEFORE CROSSING BRIDGE
 EM0960'FOR 0.25 MILE TO MARK ON RIGHT IN FENCE CORNER.
 EM0960'
 EM0960'TO REACH STATION FROM FIRST NATIONAL BANK IN CHILLICOTHE, GO
 EM0960'E ON U.S. HIGHWAY 370, FOR 2.3 MILES, TURN RIGHT AND FOLLOW
 EM0960'DIRT ROAD SSE FOR 2 MILES THEN TAKE DIM T-ROAD LEFT FOR 1.0
 EM0960'MILE, TURN RIGHT AND GO 0.35 MILE TO END OF ROAD AND STATION
 EM0960'ON SMALL KNOLL NEAR FENCE CORNER.
 EM0960'
 EM0960'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 EM0960
 EM0960                          STATION RECOVERY (1957)
 EM0960
 EM0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (PT)
 EM0960'ABOUT 2-1/2 HOURS WERE SPENT IN SEARCH OF THIS STATION BUT IT
 EM0960'COULD NOT BE FOUND.  IT IS POSSIBLE THAT STATION AND REFERENCE
 EM0960'MARKS ARE COVERED BY DRIFTED SAND BUT CONSIDERABLE PRODDING
 EM0960'WAS DONE WITHOUT RESULTS.  A SECTION OF CONCRETE POST WAS FOUND
 EM0960'NEAR THE FORMER SITE OF THE AZIMUTH MARK WHICH WAS THOUGHT
 EM0960'TO HAVE BEEN A PART OF THAT MARK.  MR. J.T. KNUCKLES, THE
 EM0960'PRESENT OWNER, MIGHT BE ABLE TO FURNISH SOME INFORMATION
 EM0960'ABOUT THE STATION.  HE LIVES IN CHILLICOTHE BUT WAS OUT OF
 EM0960'TOWN WHEN THE ATTEMPT WAS MADE TO RECOVER THE STATION.
 EM0960
 EM0960                          STATION RECOVERY (1969)
 EM0960
 EM0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0960'THIS STATION WAS CONSIDERED LOST AS IT HAD BEEN SEARCHED FOR THREE
 EM0960'TIMES PRIOR TO THE ESTABLISHMENT OF KNUCKLES 2 1969.  AN INVERSE
 EM0960'COMPUTATION WAS COMPUTED FROM KNUCKLES 2 1969 TO KNUCKLES 1935 AND
 EM0960'THE MARKS WERE RECOVERED.  DUE TO TOPOGRAPHICAL CHANGES ALL OF THE
 EM0960'ORIGINAL REFERENCE MEASUREMENTS WERE OF NO USE IN THE RECOVERY OF
 EM0960'THE STATION.  THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 EM0960'RECOVERED IN GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK HAS BEEN
 EM0960'DESTROYED.  THE KNUCKLES 2 AZIMUTH MARK WILL NOT SEE THIS STATION
 EM0960'WITHOUT SOME CLEARING OF TREE LIMBS ON LINE.  A 0.014 METER
 EM0960'SHORTER DISTANCE WAS NOTED AND CHECKED TO REFERENCE MARK 1.  A
 EM0960'0.016 METER LONGER DISTANCE WAS NOTED AND CHECKED TO REFERENCE MARK
 EM0960'2.
 EM0960'
 EM0960'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF CHILLICOTHE, 3
 EM0960'MILES WEST OF TOLBERT AND 1-1/4 MILES SOUTH OF U.S. HIGHWAY 287.
 EM0960'MR. KNUCKLES SOLD THIS LAND BUT IT IS NOT KNOWN WHO THE NEW OWNER
 EM0960'IS.  HE STILL OWNS THE LAND WHERE KNUCKLES 2 1969 WAS ESTABLISHED.
 EM0960'
 EM0960'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM
 EM0960'ROAD 91 IN CHILLICOTHE, GO EAST ON U.S. HIGHWAY 287 FOR 3.5 MILES
 EM0960'TO A CROSSROAD.  TURN RIGHT, GO SOUTH AND EAST ON A GRAVELED ROAD
 EM0960'FOR 0.85 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A
 EM0960'DIRT ROAD FOR 0.35 MILE TO THE KNUCKLES 2 AZIMUTH MARK ON THE
 EM0960'LEFT.  CONTINUE SOUTH ON THE DIRT ROAD FOR 0.15 MILE TO AN
 EM0960'ABANDONED FARM HOUSE ON THE RIGHT.  CONTINUE SOUTH AND WEST ON
 EM0960'THE DIRT FIELD ROAD FOR 0.25 MILE TO A FENCE CORNER ON THE LEFT.
 EM0960'TURN LEFT AND GO SOUTH ALONG THE WEST SIDE OF THE WIRE FENCE FOR
 EM0960'0.35 MILE TO THE SOUTHEAST CORNER OF THE CULTIVATED FIELD AND
 EM0960'STATION KNUCKLES 2 1969.  HIKE SOUTH ABOUT 150 FEET TO A BLOW
 EM0960'DIRT HUMP AND THE STATION JUST SOUTHEAST OF A T-FENCE
 EM0960'CORNER.
 EM0960'
 EM0960'THE STATION MARK IS A STANDARD DISK STAMPED KNUCKLES 1935, SET IN
 EM0960'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 14
 EM0960'INCHES BELOW THE GROUND SURFACE.  IT IS 17.4 FEET EAST-SOUTHEAST OF A
 EM0960'T-FENCE CORNER POST, 16.5 FEET SOUTH-SOUTHEAST OF THE EAST-WEST
 EM0960'FENCE, 15.4 FEET NORTH OF AN IRON PIPE PROJECTING ABOUT 2
 EM0960'FEET AND SET IN THE NORTH-SOUTH FENCE, 9 FEET EAST-NORTHEAST OF
 EM0960'THE NORTH-SOUTH FENCE AND 1.4 FEET EAST OF A METAL WITNESS POST.
 EM0960'
 EM0960'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KNUCKLES NO 1 1935, SET
 EM0960'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 12
 EM0960'INCHES BELOW THE GROUND SURFACE.  IT IS 84.1 FEET EAST OF THE
 EM0960'T-FENCE CORNER POST, 73.8 FEET EAST-NORTHEAST OF THE NORTH-SOUTH
 EM0960'FENCE, 50.5 FEET SOUTH-SOUTHEAST OF THE EAST-WEST FENCE, 1.4 FEET
 EM0960'SOUTH OF A METAL WITNESS POST AND ABOUT 2 FEET LOWER THAN THE
 EM0960'STATION MARK.
 EM0960'
 EM0960'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KNUCKLES NO 2 1935,
 EM0960'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 EM0960'12 INCHES BELOW THE GROUND SURFACE.  IT IS 38.1 FEET
 EM0960'SOUTH-SOUTHEAST OF THE T-FENCE CORNER POST, 11.2 FEET SOUTHEAST OF
 EM0960'THE IRON PIPE IN THE FENCE LINE AND 0.8 FOOT EAST OF A METAL
 EM0960'WITNESS POST WHICH IS SET IN THE NORTH-SOUTH FENCE.  THE MARK IS
 EM0960'ABOUT 5 FEET LOWER THAN THE STATION MARK.
 EM0960'
 EM0960'A NEW AZIMUTH MARK TO THIS STATION WAS NOT SET.
 EM0960'
 EM0960'A TRAVERSE CONNECTION WAS MADE TO STATION KNUCKLES 2 1969.
 EM0960'
 EM0960'NO MEASUREMENT WAS MADE BETWEEN THE RMS DUE TO MESQUITE ON LINE.
 EM0960'
 EM0960'HEIGHT OF LIGHT ABOVE STATION MARK TRIPOD FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0963 ***********************************************************************
 EM0963  DESIGNATION -  KNUCKLES 2
 EM0963  PID         -  EM0963
 EM0963  STATE/COUNTY-  TX/WILBARGER
 EM0963  USGS QUAD   -  TOLBERT (1983)
 EM0963
 EM0963                         *CURRENT SURVEY CONTROL
 EM0963  ___________________________________________________________________
 EM0963* NAD 83(1993)-  34 13 20.27681(N)    099 27 13.05170(W)     ADJUSTED  
 EM0963* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 EM0963  ___________________________________________________________________
 EM0963  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 EM0963  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 EM0963
 EM0963  HORZ ORDER  -  SECOND
 EM0963
 EM0963.The horizontal coordinates were established by classical geodetic methods
 EM0963.and adjusted by the National Geodetic Survey in February 1996..
 EM0963
 EM0963.The orthometric height was scaled from a topographic map.
 EM0963
 EM0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 EM0963
 EM0963.The geoid height was determined by GEOID03.
 EM0963
 EM0963;                    North         East     Units Scale Factor Converg.
 EM0963;SPC TXNC     - 2,283,815.299   512,123.734   MT  1.00008133   -0 31 12.4
 EM0963;SPC TXNC     - 7,492,817.36  1,680,192.62   sFT  1.00008133   -0 31 12.4
 EM0963;UTM  14      - 3,786,897.532   458,217.949   MT  0.99962152   -0 15 18.5
 EM0963
 EM0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EM0963!SPC TXNC     -   0.99993508  x   1.00008133  =   1.00001640
 EM0963!UTM  14      -   0.99993508  x   0.99962152  =   0.99955662
 EM0963
 EM0963:                Primary Azimuth Mark                     Grid Az
 EM0963:SPC TXNC     -  KNUCKLES 2 AZ MK                         009 21 25.3
 EM0963:UTM  14      -  KNUCKLES 2 AZ MK                         009 05 31.4
 EM0963
 EM0963|---------------------------------------------------------------------|
 EM0963| PID    Reference Object                     Distance      Geod. Az  |
 EM0963|                                                           dddmmss.s |
 EM0963| CX8468 KNUCKLES 2 AZ MK                                   0085012.9 |
 EM0963| EM0962 TOLBERT TEXAS CO MICRO KLH 54       APPROX. 1.6 KM 0161932.9 |
 EM0963| CX8469 KNUCKLES 2 RM 3                      24.800 METERS 16115     |
 EM0963| CX8470 KNUCKLES 2 RM 4                      24.198 METERS 24817     |
 EM0963| EM0971 CHILLICOTHE FLAT MUNICIPAL TK       APPROX. 6.2 KM 3012527.3 |
 EM0963| EM0972 CHILLICOTHE SLENDER MUN TANK        APPROX. 5.9 KM 3082205.9 |
 EM0963|---------------------------------------------------------------------|
 EM0963
 EM0963                          SUPERSEDED SURVEY CONTROL
 EM0963
 EM0963  NAD 83(1993)-  34 13 20.27699(N)    099 27 13.05168(W) AD(       ) 2
 EM0963  NAD 83(1986)-  34 13 20.28365(N)    099 27 13.04203(W) AD(       ) 2
 EM0963  NAD 27      -  34 13 19.98153(N)    099 27 11.72826(W) AD(       ) 2
 EM0963
 EM0963.Superseded values are not recommended for survey control.
 EM0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0963.See file dsdata.txt to determine how the superseded data were derived.
 EM0963
 EM0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC5821886898(NAD 83)
 EM0963_MARKER: DS = TRIANGULATION STATION DISK
 EM0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EM0963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EM0963
 EM0963  HISTORY     - Date     Condition        Report By
 EM0963  HISTORY     - 1969     MONUMENTED       CGS
 EM0963
 EM0963                          STATION DESCRIPTION
 EM0963
 EM0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EM0963'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF CHILLICOTHE, 3
 EM0963'MILES WEST OF TOLBERT, 1-1/4 MILES SOUTH OF U.S. HIGHWAY 287 AND ON
 EM0963'PROPERTY OWNED BY MR. J.T. KNUCKLES.
 EM0963'
 EM0963'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND FARM
 EM0963'ROAD 91 IN CHILLICOTHE, GO EAST ON U.S. HIGHWAY 287 FOR 3.5 MILES TO
 EM0963'A CROSSROAD.  TURN RIGHT, GO SOUTH AND EAST ON A GRAVELED ROAD FOR
 EM0963'0.85 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A DIRT
 EM0963'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH
 EM0963'ON THE DIRT ROAD FOR 0.15 MILE TO AN OLD ABANDONED HOUSE ON THE
 EM0963'RIGHT.  CONTINUE SOUTH AND WEST ON THE DIRT ROAD FOR 0.25 MILE TO A
 EM0963'FENCE CORNER ON THE LEFT.  TURN LEFT AND GO SOUTH ALONG THE WEST SIDE
 EM0963'OF A FENCE FOR 0.35 MILE TO THE STATION.
 EM0963'
 EM0963'THE STATION MARK IS A STANDARD DISK STAMPED KNUCKLES 2 1969, SET IN
 EM0963'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 EM0963'INCHES ABOVE THE GROUND.  IT IS 122.4 FEET NORTH OF A FENCE CORNER,
 EM0963'8 FEET WEST OF THE FENCE AND 4 FEET SOUTHWEST OF A METAL WITNESS
 EM0963'POST.
 EM0963'
 EM0963'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KNUCKLES 2 NO 3 1969, SET
 EM0963'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0963'1 INCH ABOVE THE GROUND.  IT IS 84 FEET SOUTH OF THE METAL WITNESS
 EM0963'POST, 41 FEET NORTH OF THE FENCE CORNER AND 1.5 FEET WEST OF THE
 EM0963'FENCE.
 EM0963'
 EM0963'REFERENCE MARK 4 IS A STANDARD DISK STAMPED KNUCKLES 2 NO 4 1969,
 EM0963'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EM0963'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 87.7 FEET WEST OF THE
 EM0963'FENCE AND 82.4 FEET WEST OF THE METAL WITNESS POST.
 EM0963'
 EM0963'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KNUCKLES 2 NO 2 1969, SET
 EM0963'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 EM0963'6 INCHES ABOVE THE GROUND.  IT IS 36.7 FEET SOUTH OF A FENCE CORNER
 EM0963'POST, 16 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 2.8 FEET
 EM0963'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 EM0963'
 EM0963'KNUCKLES 1935 IS A STANDARD STATION MARK DISK STAMPED KNUCKLES 1935,
 EM0963'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 EM0963'14 INCHES BELOW THE GROUND SURFACE.  IT IS 17.4 FEET EAST-SOUTHEAST
 EM0963'OF A T-FENCE CORNER POST, 16.5 FEET SOUTH-SOUTHEAST OF THE EAST-WEST
 EM0963'FENCE, 15.4 FEET NORTH OF AN IRON PIPE PROJECTING ABOUT 2 FEET
 EM0963'AND SET IN THE NORTH-SOUTH FENCE, 9 FEET EAST-NORTHEAST OF THE
 EM0963'NORTH-SOUTH FENCE AND 1.4 FEET EAST OF A METAL WITNESS POST.
 EM0963'
 EM0963'NOTE--THIS STATION WAS ESTABLISHED IN THE PROXIMITY OF KNUCKLES 1935
 EM0963'IN ORDER TO RECOVER THE OLD STATION.
 EM0963'
 EM0963'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2685 ***********************************************************************
 AX2685  DESIGNATION -  KOCUREK
 AX2685  PID         -  AX2685
 AX2685  STATE/COUNTY-  TX/WHARTON
 AX2685  USGS QUAD   -  PIERCE (1980)
 AX2685
 AX2685                         *CURRENT SURVEY CONTROL
 AX2685  ___________________________________________________________________
 AX2685* NAD 83(1993)-  29 07 45.66841(N)    096 12 35.68808(W)     ADJUSTED  
 AX2685* NAVD 88     -        25.3    (meters)      83.     (feet)  VERTCON   
 AX2685  ___________________________________________________________________
 AX2685  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AX2685  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX2685
 AX2685  HORZ ORDER  -  FIRST
 AX2685
 AX2685.The horizontal coordinates were established by classical geodetic methods
 AX2685.and adjusted by the National Geodetic Survey in February 1996..
 AX2685
 AX2685.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2685
 AX2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2685
 AX2685.The geoid height was determined by GEOID03.
 AX2685
 AX2685;                    North         East     Units Scale Factor Converg.
 AX2685;SPC TXSC     - 4,146,871.733   871,462.685   MT  0.99986964   +1 22 00.8
 AX2685;SPC TXSC     -13,605,195.01  2,859,123.83   sFT  0.99986964   +1 22 00.8
 AX2685;UTM  14      - 3,225,536.061   771,472.074   MT  1.00050951   +1 21 32.4
 AX2685
 AX2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2685!SPC TXSC     -   1.00000030  x   0.99986964  =   0.99986994
 AX2685!UTM  14      -   1.00000030  x   1.00050951  =   1.00050981
 AX2685
 AX2685:                Primary Azimuth Mark                     Grid Az
 AX2685:SPC TXSC     -  PIERCE RANCH TEXAS CO TANK               005 47 31.9
 AX2685:UTM  14      -  PIERCE RANCH TEXAS CO TANK               005 48 00.3
 AX2685
 AX2685|---------------------------------------------------------------------|
 AX2685| PID    Reference Object                     Distance      Geod. Az  |
 AX2685|                                                           dddmmss.s |
 AX2685| AX2684 PIERCE RANCH TEXAS CO TANK          APPROX.12.0 KM 0070932.7 |
 AX2685| CV7334 KOCUREK RM 1                         25.123 METERS 10146     |
 AX2685| AX2686 KOCUREK 1954 AZ MK TPT              APPROX. 0.5 KM 2755910.3 |
 AX2685| AX2687 KOCUREK 1954 AZ MK                  APPROX. 0.5 KM 2755903.9 |
 AX2685| AX2694 EL CAMPO HOWC RAD MAST KKI 418      APPROX. 9.3 KM 3182657.8 |
 AX2685| AX2692 EL CAMPO SOUTH MUN TANK             APPROX. 9.4 KM 3201247.5 |
 AX2685| AX2695 EL CAMPO NORTH MUN TANK             APPROX.10.9 KM 3212344.0 |
 AX2685| AX2690 EL CAMPO RADIO STA KULP MAST        APPROX.10.4 KM 3292227.7 |
 AX2685| AX2689 EL CAMPO ELEC COOP MST KKC 387      APPROX. 9.6 KM 3322919.1 |
 AX2685| CV7335 KOCUREK RM 2                         29.709 METERS 35019     |
 AX2685|---------------------------------------------------------------------|
 AX2685
 AX2685                          SUPERSEDED SURVEY CONTROL
 AX2685
 AX2685  NAD 83(1986)-  29 07 45.68030(N)    096 12 35.67391(W) AD(       ) 1
 AX2685  NAD 27      -  29 07 44.77197(N)    096 12 34.80450(W) AD(       ) 1
 AX2685  NGVD 29 (07/19/86)   25.3    (m)           83.     (f) VERT ANG       
 AX2685
 AX2685.Superseded values are not recommended for survey control.
 AX2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2685.See file dsdata.txt to determine how the superseded data were derived.
 AX2685
 AX2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7147225536(NAD 83)
 AX2685_MARKER: DS = TRIANGULATION STATION DISK
 AX2685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2685_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2685
 AX2685  HISTORY     - Date     Condition        Report By
 AX2685  HISTORY     - 1954     MONUMENTED       CGS
 AX2685  HISTORY     - 1980     GOOD             NGS
 AX2685
 AX2685                          STATION DESCRIPTION
 AX2685
 AX2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 AX2685'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF EL CAMPO, 3 MILES
 AX2685'EAST OF THE POINT WHERE STATE HIGHWAY 71 TURNS SOUTH TO SOUTHEAST
 AX2685'AND 2 MILES WEST OF FARM ROAD 1162.
 AX2685'
 AX2685'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND STATE
 AX2685'HIGHWAY 71 IN EL CAMPO, GO SOUTHEAST, THEN SOUTH ON STATE HIGHWAY 71
 AX2685'FOR 4.7 MILES TO A GRAVEL ROAD LEFT AT THE POINT WHERE THE HIGHWAY
 AX2685'TURNS FROM THE SOUTH TO SOUTHEAST.  TURN LEFT AND GO EAST ON THE
 AX2685'GRAVEL ROAD FOR 2.7 MILES TO A T-TYPE FENCE CORNER ON THE RIGHT
 AX2685'AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST ON THE GRAVEL
 AX2685'ROAD FOR 0.3 MILE TO A T-ROAD RIGHT AND THE STATION APPROXIMATELY
 AX2685'275 FEET SOUTH OF THE INTERSECTION.
 AX2685'
 AX2685'THE STATION MARK, STAMPED KOCUREK 1954, IS A STANDARD DISK SET IN
 AX2685'CONCRETE 4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 64.7 FEET
 AX2685'SOUTH-SOUTHEAST OF THE SOUTH END OF THE CONCRETE CULVERT UNDER THE
 AX2685'DRIVEWAY TO THE PASTURE, 64.5 FEET SOUTH-SOUTHEAST OF THE SOUTH
 AX2685'GATE POST, 40 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 22.3 FEET
 AX2685'NORTH-WEST OF THE NORTHWEST CORNER OF A CATTLE LOADING CHUTE,
 AX2685'14.7 FEET EAST OF A FENCE AND 14.4 FEET EAST OF A WHITE WITNESS
 AX2685'POST.
 AX2685'
 AX2685'REFERENCE MARK NO 1, STAMPED KOCUREK NO 1 1954, IS A STANDARD DISK
 AX2685'SET IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 10.5
 AX2685'FEET SOUTH OF THE NORTHWEST CORNER OF A CORRIGATED METAL SHED AND 2
 AX2685'FEET NORTHWEST OF THE INSIDE CORNER FORMED BY THIS SHED AND AN
 AX2685'EAST-WEST CORRIGATED METAL WALL WHICH RUNS FROM THIS SHED TO THE
 AX2685'LOADING CHUTE.
 AX2685'
 AX2685'REFERENCE MARK NO 2, STAMPED KOCUREK NO 2 1954, IS A STANDARD DISK
 AX2685'SET IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 26 FEET
 AX2685'EAST OF THE CENTER OF THE GRAVEL ROAD, 20 FEET NORTH OF THE
 AX2685'CONCRETE CULVERT AND 1 FOOT EAST OF A FENCE.
 AX2685'
 AX2685'THE AZIMUTH MARK, STAMPED KOCUREK 1954, IS A STANDARD DISK SET IN A
 AX2685'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 210 FEET WEST OF
 AX2685'A PRIVATE DRIVEWAY, 41 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 AX2685'2 FEET EAST OF A WHITE WITNESS POST, 1 FOOT EAST OF A LARGE,
 AX2685'CORNER FENCE POST AND 1 FOOT NORTH OF THE FENCE.
 AX2685'
 AX2685'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 AX2685
 AX2685                          STATION RECOVERY (1980)
 AX2685
 AX2685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2685'THE STATION IS LOCATED ABOUT 5-1/4 MILES SOUTHEAST OF
 AX2685'EL CAMPO, 12 MILES EAST-NORTHEAST OF LOUISE, 13 MILES
 AX2685'NORTH OF MIDFIELD, 14 MILES NORTH-NORTHWEST OF MARKHAM AND
 AX2685'ON PROPERTY OWNED BY MR. FRANK KOCUREK.  PERMISSION WAS
 AX2685'GRANTED BY MR. RAYMOND KOCUREK, WHO IS A SON AND OVER-SEES
 AX2685'THE FARM.  MR. RAYMOND KOCUREK LIVES IN THE EASTERN EDGE
 AX2685'OF EL CAMPO, (PHONE NUMBER 543-9638).
 AX2685'
 AX2685'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 AX2685'WERE FOUND IN GOOD CONDITION.  THE DISTANCE FROM THE STATION TO
 AX2685'REFERENCE MARK 1 WAS FOUND TO BE LONGER BY 0.027 METERS AND FROM
 AX2685'THE STATION TO REFERENCE MARK 2 SHORTER BY 0.009 METERS.  THE
 AX2685'DIRECTION TO THE AZIMUTH MARK CHECKED THE 1954 DATA, BUT THE
 AX2685'ANGLE TO REFERENCE MARK 1 WAS FOUND TO BE LESS BY 2 MINUTES,
 AX2685'23.11 SECONDS AND THE ANGLE TO REFERENCE MARK 2 WAS FOUND TO BE
 AX2685'LESS BY 9 MINUTES, 08.17 SECONDS.  THE 1954 DATA HAS NO MENTION OF
 AX2685'AN UNDERGROUND MARK.  A NEW AND COMPLETE DESCRIPTION
 AX2685'FOLLOWS.
 AX2685'
 AX2685'TO REACH THE STATION FROM THE JUNCTION OF THE CITY ROUTE OF U.S.
 AX2685'HIGHWAY 59 AND STATE HIGHWAY 71 IN EL CAMPO, GO SOUTH ON HIGHWAY 71
 AX2685'FOR 1.45 MILES TO THE JUNCTION OF HIGHWAY 59 BYPASS.  CONTINUE SOUTH
 AX2685'ON HIGHWAY 71 FOR 3.3 MILES TO A SIDE ROAD LEFT, WHERE HIGHWAY
 AX2685'71 BEARS LEFT.  TURN LEFT AND GO EAST ON PAVED ROAD FOR 2.7
 AX2685'MILES TO THE AZIMUTH MARK ON THE RIGHT, BY A METAL WITNESS POST.
 AX2685'CONTINUE EAST FOR 0.3 MILE TO A SIDE
 AX2685'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR ABOUT 150
 AX2685'FEET TO A METAL GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH
 AX2685'GATE INTO PASTURE, THEN BEAR RIGHT, GOING SOUTH FOR ABOUT 90 FEET
 AX2685'THE NORTHWEST CORNER OF CORRAL AND THE STATION AS DESCRIBED.
 AX2685'
 AX2685'THE STATION IS A STANDARD NGS DISK
 AX2685'STAMPED---KOCUREK 1954---,
 AX2685'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 22 CM ON A SIDE
 AX2685'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 AX2685'15.5 FEET EAST FROM A METAL WITNESS POST,
 AX2685'19.5 FEET NORTHWEST FROM THE LOADING SHOOT FOR CORRAL AND
 AX2685'38 FEET EAST FROM THE CENTER OF DIRT ROAD.
 AX2685'
 AX2685'REFERENCE MARK NUMBER 1, IS A STANDARD NGS DISK
 AX2685'STAMPED---KOCUREK NO 1 1954---,
 AX2685'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 22 CM ON A SIDE
 AX2685'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2685'1 FOOT NORTH FROM THE EDGE OF A CORRIGATED METAL SHED,
 AX2685'3 FEET EAST FROM A METAL WITNESS POST AND
 AX2685'119 FEET EAST FROM THE CENTER OF A DIRT ROAD.
 AX2685'MARK IS LEVEL WITH STATION.
 AX2685'
 AX2685'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 AX2685'STAMPED---KOCUREK NO 2 1954---,
 AX2685'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 22 CM ON A SIDE
 AX2685'PROJECTING 25 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2685'3.5 FEET SOUTH FROM A METAL WITNESS POST,
 AX2685'24 FEET EAST FROM THE CENTER OF A DIRT ROAD AND
 AX2685'25.7 FEET NORTH FROM THE CENTER OF A FIELD ENTRANCE.
 AX2685'MARK IS LEVEL WITH STATION.
 AX2685'
 AX2685'THE AZIMUTH MARK IS A STANDARD NGS DISK,
 AX2685'STAMPED---KOCUREK 1954---,
 AX2685'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 AX2685'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2685'1 FOOT EAST FROM A LARGE CORNER FENCE POST,
 AX2685'1.3 FEET WEST FROM A METAL WITNESS POST AND
 AX2685'41 FEET SOUTH FROM THE CENTER OF A PAVED ROAD.
 AX2685'
 AX2685'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2687 ***********************************************************************
 AX2687  DESIGNATION -  KOCUREK 1954 AZ MK
 AX2687  PID         -  AX2687
 AX2687  STATE/COUNTY-  TX/WHARTON
 AX2687  USGS QUAD   -  PIERCE (1980)
 AX2687
 AX2687                         *CURRENT SURVEY CONTROL
 AX2687  ___________________________________________________________________
 AX2687* NAD 83(1993)-  29 07 47.48680(N)    096 12 55.44870(W)     ADJUSTED  
 AX2687* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 AX2687  ___________________________________________________________________
 AX2687  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AX2687  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX2687
 AX2687  HORZ ORDER  -  SECOND
 AX2687
 AX2687.The horizontal coordinates were established by classical geodetic methods
 AX2687.and adjusted by the National Geodetic Survey in February 1996..
 AX2687
 AX2687.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2687
 AX2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2687
 AX2687.The geoid height was determined by GEOID03.
 AX2687
 AX2687;                    North         East     Units Scale Factor Converg.
 AX2687;SPC TXSC     - 4,146,914.966   870,927.393   MT  0.99986961   +1 21 51.2
 AX2687;SPC TXSC     -13,605,336.85  2,857,367.62   sFT  0.99986961   +1 21 51.2
 AX2687;UTM  14      - 3,225,579.396   770,936.446   MT  1.00050593   +1 21 22.8
 AX2687
 AX2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2687!SPC TXSC     -   1.00000027  x   0.99986961  =   0.99986988
 AX2687!UTM  14      -   1.00000027  x   1.00050593  =   1.00050620
 AX2687
 AX2687                          SUPERSEDED SURVEY CONTROL
 AX2687
 AX2687  NAD 83(1986)-  29 07 47.49875(N)    096 12 55.43451(W) AD(       ) 2
 AX2687  NAD 27      -  29 07 46.59058(N)    096 12 54.56456(W) AD(       ) 2
 AX2687  NGVD 29 (07/19/86)   25.5    (m)           84.     (f) VERT ANG       
 AX2687
 AX2687.Superseded values are not recommended for survey control.
 AX2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2687.See file dsdata.txt to determine how the superseded data were derived.
 AX2687
 AX2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT7093625579(NAD 83)
 AX2687_MARKER: DZ = AZIMUTH MARK DISK
 AX2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AX2687_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2687+STABILITY: SURFACE MOTION
 AX2687
 AX2687  HISTORY     - Date     Condition        Report By
 AX2687  HISTORY     - 1980     MONUMENTED       NGS
 AX2687
 AX2687                          STATION DESCRIPTION
 AX2687
 AX2687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (GEL)
 AX2687'THE STATION IS LOCATED ABOUT 5-1/4 MILES SOUTHEAST OF EL CAMPO,
 AX2687'12 MILES EAST-NORTHEAST OF LOUISE, 13 MILES NORTH OF MIDFIELD,
 AX2687'14 MILES NORTH-NORTHWEST OF MARKHAM AND ON ROAD RIGHT-OF-WAY.
 AX2687'
 AX2687'TO REACH THE STATION FROM THE JUNCTION OF THE CITY ROUTE OF U.S.
 AX2687'HIGHWAY 59 AND STATE HIGHWAY 71 IN EL CAMPO, GO SOUTH ON HIGHWAY
 AX2687'71 FOR 1.45 MILES TO THE JUNCTION OF HIGHWAY 59 BYPASS.  CONTINUE
 AX2687'SOUTH ON HIGHWAY 71 FOR 3.3 MILES TO A SIDE ROAD LEFT, WHERE
 AX2687'HIGHWAY 71 BEARS LEFT.  TURN LEFT AND GO EAST ON PAVED ROAD FOR
 AX2687'2.7 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 AX2687'
 AX2687'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 AX2687'STAMPED---KOCUREK 1954---,
 AX2687'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 AX2687'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 AX2687'1 FOOT EAST FROM A LARGE CORNER FENCE POST,
 AX2687'1.3 FEET WEST FROM A METAL WITNESS POST AND
 AX2687'41 FEET SOUTH FROM THE CENTER OF PAVED ROAD.
 AX2687'
 AX2687'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE MARKS
 AX2687'WERE SET AT THIS STATION.
 AX2687'
 AX2687'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 AX2687'
 AX2687'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AX2687'KOCUREK 1954 USING ELECTRONIC DISTANCE EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM1026 ***********************************************************************
 BM1026  DESIGNATION -  KOEKTHER
 BM1026  PID         -  BM1026
 BM1026  STATE/COUNTY-  TX/WASHINGTON
 BM1026  USGS QUAD   -  CARMINE (1988)
 BM1026
 BM1026                         *CURRENT SURVEY CONTROL
 BM1026  ___________________________________________________________________
 BM1026* NAD 83(1993)-  30 10 56.44765(N)    096 42 24.26617(W)     ADJUSTED  
 BM1026* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 BM1026  ___________________________________________________________________
 BM1026  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 BM1026  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BM1026
 BM1026  HORZ ORDER  -  FIRST
 BM1026
 BM1026.The horizontal coordinates were established by classical geodetic methods
 BM1026.and adjusted by the National Geodetic Survey in February 1996..
 BM1026
 BM1026.The orthometric height was scaled from a topographic map.
 BM1026
 BM1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM1026
 BM1026.The geoid height was determined by GEOID03.
 BM1026
 BM1026;                    North         East     Units Scale Factor Converg.
 BM1026;SPC TX C     - 3,062,859.946 1,049,207.190   MT  0.99998312   +1 52 04.5
 BM1026;SPC TX C     -10,048,733.01  3,442,273.92   sFT  0.99998312   +1 52 04.5
 BM1026;SPC TXSC     - 4,262,507.153   820,842.175   MT  0.99997239   +1 07 24.6
 BM1026;SPC TXSC     -13,984,575.55  2,693,046.37   sFT  0.99997239   +1 07 24.6
 BM1026;UTM  14      - 3,341,213.436   720,803.448   MT  1.00020153   +1 09 12.3
 BM1026
 BM1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM1026!SPC TX C     -   0.99998442  x   0.99998312  =   0.99996754
 BM1026!SPC TXSC     -   0.99998442  x   0.99997239  =   0.99995681
 BM1026!UTM  14      -   0.99998442  x   1.00020153  =   1.00018595
 BM1026
 BM1026|---------------------------------------------------------------------|
 BM1026| PID    Reference Object                     Distance      Geod. Az  |
 BM1026|                                                           dddmmss.s |
 BM1026| CV7832 KOEKTHER RM 1                        65.011 METERS 08948     |
 BM1026| CV7831 KOEKTHER AZ MK                                     1540807.9 |
 BM1026| CV7833 KOEKTHER RM 2                        48.003 METERS 16347     |
 BM1026|---------------------------------------------------------------------|
 BM1026
 BM1026                          SUPERSEDED SURVEY CONTROL
 BM1026
 BM1026  NAD 83(1986)-  30 10 56.46493(N)    096 42 24.25042(W) AD(       ) 1
 BM1026  NAD 27      -  30 10 55.68900(N)    096 42 23.33800(W) AD(       ) 1
 BM1026
 BM1026.Superseded values are not recommended for survey control.
 BM1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM1026.See file dsdata.txt to determine how the superseded data were derived.
 BM1026
 BM1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU2080341213(NAD 83)
 BM1026_MARKER: DS = TRIANGULATION STATION DISK
 BM1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM1026
 BM1026  HISTORY     - Date     Condition        Report By
 BM1026  HISTORY     - 1935     MONUMENTED       CGS
 BM1026  HISTORY     - 1937     GOOD             TXHD
 BM1026  HISTORY     - 1954     GOOD             CGS
 BM1026  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM1026
 BM1026                          STATION DESCRIPTION
 BM1026
 BM1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BM1026'THIS STATION IS ABOUT 3-1/2 MILES N OF CARMINE, 14 MILES
 BM1026'W OF GIDDINGS, AND 8 MILES W OF N OF BURTON, ON LAND OWNED BY
 BM1026'THE KOEKTHER ESTATE.  MARK IS SET IN PASTURE ABOUT 100 YARDS
 BM1026'SW OF HOUSE, 145 FEET NW OF THE FENCE LINE, 28 FEET NE OF A
 BM1026'2 1/2-FOOT OAK TREE, 56 FEET W OF A 2 1/2-FOOT OAK TREE.
 BM1026'MARK PROJECTS 8 INCHES.
 BM1026'
 BM1026'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BM1026'BRONZE DISKS SET IN CONCRETE.
 BM1026'
 BM1026'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT NW OF THE FENCE
 BM1026'LINE, 35 FEET SW OF THE FENCE CORNER, AND 64 FEET SE OF A
 BM1026'24-INCH OAK TREE, AND PROJECTS 8 INCHES.
 BM1026'
 BM1026'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 1 FOOT NW OF THE
 BM1026'FENCE LINE, AND ABOUT 100 YARDS NE OF THE SW CORNER OF THE
 BM1026'PASTURE AT GATE, AND PROJECTS 8 INCHES.
 BM1026'
 BM1026'AZIMUTH MARK IS SSE OF THE STATION, 2 FEET NE OF THE RIGHT-OF-WAY
 BM1026'FENCE LINE, AND 19 FEET NE OF THE CENTER LINE OF THE ROAD,
 BM1026'AND PROJECTS 6 INCHES.
 BM1026'
 BM1026'TO REACH STATION FROM CARMINE, GO N FROM TEXAS HIGHWAY 20
 BM1026'ON STREET JUST W OF RAILROAD STATION, 0.25 MILE TO FORK,
 BM1026'THENCE RIGHT FORK 0.8 MILE TO RIGHT TURN, THENCE RIGHT 0.3
 BM1026'MILE TO SIDE ROAD TO LEFT, THENCE LEFT 1.6 MILES TO GATE
 BM1026'AND STATION ON RIGHT.
 BM1026'
 BM1026'ALL LIGHTS COME INTO VIEW AT 34 FEET ABOVE THE GROUND.
 BM1026'
 BM1026'KOEKTHER AZIMUTH INITIAL--THIS MARK IS ABOUT 6 MILES ENE OF THE
 BM1026'STATION ON PROPERTY OWNED BY HERMAN GUELKER.  IT IS IN A
 BM1026'PASTURE IN FRONT OF THE HOUSE, ABOUT 200 FEET SSE OF THE HOUSE,
 BM1026'175 FEET SE OF THE FENCE BETWEEN HOUSE AND PASTURE, 3 FEET
 BM1026'NE OF FENCE BETWEEN PASTURE AND CULTIVATED FIELD, AND 59 FEET
 BM1026'NW OF A 12-INCH PECAN TREE ON THE FENCE LINE.  MARK
 BM1026'PROJECTS 6 INCHES.
 BM1026'
 BM1026'TO REACH MARK FROM STATION, GO TO CARMINE, THENCE SE ON
 BM1026'TEXAS 20, 2.5 MILES TO JUNCTION OF TEXAS 20 AND TEXAS 72,
 BM1026'THENCE NE ON TEXAS 20 FOR 3.25 MILES TO SIDE ROAD TO LEFT,
 BM1026'THENCE LEFT (NW) 1.35 MILES TO CROSSROADS, THENCE RIGHT (NE)
 BM1026'1.45 MILES TO A LANE TO THE LEFT, TURN LEFT AND FOLLOW LANE
 BM1026'0.4 MILE TO MARK.
 BM1026
 BM1026                          STATION RECOVERY (1937)
 BM1026
 BM1026'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BM1026'DESCRIPTION SATISFACTORY.  INITIAL OR STATION MARK SLIGHTLY
 BM1026'BATTERED DISK.  REFERENCE MARKS NOS. 1 AND 2 WERE NOT LOCATED
 BM1026'AND ACCORDING TO MR. H. GUELKER, THESE MONUMENTS WERE NOT SET.
 BM1026
 BM1026                          STATION RECOVERY (1954)
 BM1026
 BM1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HSC)
 BM1026'ALL MARKS WERE FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 BM1026'DESCRIBED EXCEPT THE AZIMUTH MARK WHICH APPARENTLY HAS BEEN
 BM1026'HIT BY A PLOW AND MOVED SLIGHTLY.
 BM1026'
 BM1026'TO REACH THE STATION FROM THE DEPOT IN CARMINE, GO NORTH AND
 BM1026'NORTHEAST ON A GRAVEL ROAD 1.2 MILES TO A ROAD LEFT.  TURN
 BM1026'LEFT, GO NORTHWEST 1.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 BM1026'CONTINUE 0.2 MILE TO A LANE RIGHT.  TURN RIGHT, PASS THROUGH
 BM1026'GATE AND GO ABOUT 100 YARDS TO THE STATION ON THE RIGHT.
 BM1026
 BM1026                          STATION RECOVERY (1999)
 BM1026
 BM1026'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2755 ***********************************************************************
 AX2755  DESIGNATION -  KOERTH
 AX2755  PID         -  AX2755
 AX2755  STATE/COUNTY-  TX/LAVACA
 AX2755  USGS QUAD   -  EZZELL (1981)
 AX2755
 AX2755                         *CURRENT SURVEY CONTROL
 AX2755  ___________________________________________________________________
 AX2755* NAD 83(1993)-  29 18 09.45706(N)    096 56 19.97299(W)     ADJUSTED  
 AX2755* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 AX2755  ___________________________________________________________________
 AX2755  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AX2755  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX2755
 AX2755  HORZ ORDER  -  FIRST
 AX2755
 AX2755.The horizontal coordinates were established by classical geodetic methods
 AX2755.and adjusted by the National Geodetic Survey in February 1996..
 AX2755
 AX2755.The orthometric height was scaled from a topographic map.
 AX2755
 AX2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2755
 AX2755.The geoid height was determined by GEOID03.
 AX2755
 AX2755;                    North         East     Units Scale Factor Converg.
 AX2755;SPC TXSC     - 4,164,600.772   800,207.655   MT  0.99986340   +1 00 35.2
 AX2755;SPC TXSC     -13,663,361.03  2,625,347.95   sFT  0.99986340   +1 00 35.2
 AX2755;UTM  14      - 3,243,277.600   700,187.931   MT  1.00009453   +1 00 32.7
 AX2755
 AX2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2755!SPC TXSC     -   0.99999345  x   0.99986340  =   0.99985685
 AX2755!UTM  14      -   0.99999345  x   1.00009453  =   1.00008798
 AX2755
 AX2755|---------------------------------------------------------------------|
 AX2755| PID    Reference Object                     Distance      Geod. Az  |
 AX2755|                                                           dddmmss.s |
 AX2755| CV7337 KOERTH RM 1                          17.275 METERS 03012     |
 AX2755| CV7336 KOERTH AZ MK                                       0700707.5 |
 AX2755| CV7338 KOERTH RM 2                          25.765 METERS 26837     |
 AX2755| AX2753 KOERTH CATHOLIC CHURCH SPIRE        APPROX. 5.9 KM 2781248.2 |
 AX2755| AX2601 SWEET HOME CATH CH SPIRE            APPROX.13.4 KM 2890737.4 |
 AX2755|---------------------------------------------------------------------|
 AX2755
 AX2755                          SUPERSEDED SURVEY CONTROL
 AX2755
 AX2755  NAD 83(1986)-  29 18 09.46878(N)    096 56 19.96242(W) AD(       ) 1
 AX2755  NAD 27      -  29 18 08.58200(N)    096 56 19.02600(W) AD(       ) 1
 AX2755
 AX2755.Superseded values are not recommended for survey control.
 AX2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2755.See file dsdata.txt to determine how the superseded data were derived.
 AX2755
 AX2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT0018843278(NAD 83)
 AX2755_MARKER: DS = TRIANGULATION STATION DISK
 AX2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2755
 AX2755  HISTORY     - Date     Condition        Report By
 AX2755  HISTORY     - 1943     MONUMENTED       CGS
 AX2755  HISTORY     - 1963     GOOD             CGS
 AX2755  HISTORY     - 1963     GOOD             NGS
 AX2755
 AX2755                          STATION DESCRIPTION
 AX2755
 AX2755'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2755'STATION IS LOCATED ABOUT 8 MILES ESE OF SWEET HOME ON LAND
 AX2755'OWNED AND OCCUPIED BY R.H. LEGGETT.  IT IS 21 FEET W OF A
 AX2755'TRIANGULAR-BLAZED 24-INCH OAK TREE, 18 FEET S OF THE CENTER
 AX2755'LINE OF A DIRT ROAD AND 1 FOOT S OF A WIRE FENCE.  IT IS
 AX2755'STAMPED KOERTH 1943 AND PROJECTS 5 INCHES.
 AX2755'
 AX2755'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 AX2755'DISKS SET IN CONCRETE.
 AX2755'
 AX2755'REFERENCE MARK NO. 1 IS NE OF THE STATION, 18 FEET N OF THE
 AX2755'CENTER LINE OF THE DIRT ROAD AND 1 FOOT W OF A WIRE FENCE.
 AX2755'IT IS STAMPED KOERTH NO. 1 1943 AND PROJECTS 4 INCHES.
 AX2755'
 AX2755'REFERENCE MARK NO. 2 IS WNW OF THE STATION, IN FENCE LINE
 AX2755'AND 18 FEET W OF THE CENTER LINE OF THE DIRT ROAD.  IT IS
 AX2755'STAMPED KOERTH NO. 2 1943 AND PROJECTS 4 INCHES.
 AX2755'
 AX2755'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE ENE OF THE STATION,
 AX2755'NE OF A WHITE HOUSE WITH A YELLOW TIN ROOF, 125 FEET S OF
 AX2755'A T-INTERSECTION, 22 FEET E OF THE CENTER LINE OF A DIRT
 AX2755'ROAD AND IN A N-AND-S FENCE LINE.  IT IS STAMPED KOERTH
 AX2755'1943 AND PROJECTS 3 INCHES.
 AX2755'
 AX2755'TO REACH THE STATION FROM THE RAILROAD CROSSING IN SWEET
 AX2755'HOME, GO SE ON A GRADED DIRT ROAD FOR 2.4 MILES TO A T-ROAD.
 AX2755'THEN LEFT FOR 0.45 MILE TO A CROSS ROAD AT A SMALL BRIDGE.
 AX2755'TURN RIGHT FOR 2.3 MILES TO A SIDE ROAD ON THE LEFT.  THEN
 AX2755'LEFT FOR 1.55 MILES TO THE KOERTH STORE.  CONTINUE AHEAD
 AX2755'FOR 0.95 MILE TO A FORKS.  THEN RIGHT FORK FOR 0.65 MILE
 AX2755'TO A T-ROAD.  THEN TURN RIGHT FOR 2.4 MILES TO A SIDE ROAD
 AX2755'ON THE LEFT.  THEN LEFT FOR 0.75 MILE TO THE STATION ON
 AX2755'THE RIGHT.
 AX2755'
 AX2755'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD
 AX2755'ON THE DIRT ROAD (E) FOR 0.3 MILE TO A T-INTERSECTION.  THEN
 AX2755'RIGHT FOR 125 FEET TO THE MARK ON THE LEFT.
 AX2755'
 AX2755'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 AX2755
 AX2755                          STATION RECOVERY (1963)
 AX2755
 AX2755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2755'STATION, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 AX2755'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO REACH
 AX2755'STATION FROM INTERSECTION OF U.S. 77 AND U.S. 90A IN WEST
 AX2755'EDGE OF HALLETTSVILLE GO SOUTH ON U.S. 77 8.6 MILES TO GRAVEL
 AX2755'CROSSROAD.  TURN LEFT (SOUTHEAST) ON GRAVEL ROAD FOR 2.3
 AX2755'MILE TO STATION ON RIGHT.
 AX2755
 AX2755                          STATION RECOVERY (1963)
 AX2755
 AX2755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 AX2755'STATION MARK--IN THE TOP OF A CONCRETE POST PROJECTING 3 IN., A
 AX2755'STANDARD USC AND GS DISK STAMPED ---KOERTH - 1943---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2753 ***********************************************************************
 AX2753  DESIGNATION -  KOERTH CATHOLIC CHURCH SPIRE
 AX2753  PID         -  AX2753
 AX2753  STATE/COUNTY-  TX/LAVACA
 AX2753  USGS QUAD   -  EZZELL (1981)
 AX2753
 AX2753                         *CURRENT SURVEY CONTROL
 AX2753  ___________________________________________________________________
 AX2753* NAD 83(1993)-  29 18 36.59008(N)    096 59 54.82979(W)     ADJUSTED  
 AX2753* NAVD 88     -                                                        
 AX2753  ___________________________________________________________________
 AX2753  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AX2753  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX2753
 AX2753  HORZ ORDER  -  THIRD
 AX2753
 AX2753.The horizontal coordinates were established by classical geodetic methods
 AX2753.and adjusted by the National Geodetic Survey in February 1996..
 AX2753
 AX2753
 AX2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2753
 AX2753.The geoid height was determined by GEOID03.
 AX2753
 AX2753;                    North         East     Units Scale Factor Converg.
 AX2753;SPC TXSC     - 4,165,335.247   794,396.655   MT  0.99986334   +0 58 49.9
 AX2753;SPC TXSC     -13,665,770.72  2,606,283.03   sFT  0.99986334   +0 58 49.9
 AX2753;UTM  14      - 3,244,012.290   694,375.678   MT  1.00006623   +0 58 48.3
 AX2753
 AX2753                          SUPERSEDED SURVEY CONTROL
 AX2753
 AX2753  NAD 83(1986)-  29 18 36.60164(N)    096 59 54.81977(W) AD(       ) 4
 AX2753  NAD 27      -  29 18 35.71600(N)    096 59 53.88700(W) AD(       ) 3
 AX2753
 AX2753.Superseded values are not recommended for survey control.
 AX2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2753.See file dsdata.txt to determine how the superseded data were derived.
 AX2753
 AX2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT9437644012(NAD 83)
 AX2753_MARKER: 90 = CHURCH SPIRE
 AX2753
 AX2753  HISTORY     - Date     Condition        Report By
 AX2753  HISTORY     - 1943     FIRST OBSERVED   CGS
 AX2753  HISTORY     - 1963     GOOD             CGS
 AX2753  HISTORY     - 19970607 GOOD             USPSQD
 AX2753
 AX2753                          STATION DESCRIPTION
 AX2753
 AX2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 AX2753'THIS INTERSECTION STATION IS THE SPIRE OF THE KOERTH CATHOLIC
 AX2753'CHURCH, LOCATED ABOUT 0.25 MILE W OF THE KOERTH STORE.  THE
 AX2753'CHURCH AND SPIRE ARE OF WOODEN CONSTRUCTION, PAINTED WHITE
 AX2753'AND ABOUT 75 FEET HIGH.  THE SPIRE HAS A CROSS AT ITS APEX
 AX2753'WHICH WAS THE POINT OBSERVED.
 AX2753
 AX2753                          STATION RECOVERY (1963)
 AX2753
 AX2753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (KMB)
 AX2753'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 AX2753'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 AX2753
 AX2753                          STATION RECOVERY (1997)
 AX2753
 AX2753'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX2753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4667 ***********************************************************************
 DH4667  HT_MOD      -  This is a Height Modernization Survey Station.
 DH4667  DESIGNATION -  KOHLER H
 DH4667  PID         -  DH4667
 DH4667  STATE/COUNTY-  TX/SAN PATRICIO
 DH4667  USGS QUAD   -  GREGORY (1975)
 DH4667
 DH4667                         *CURRENT SURVEY CONTROL
 DH4667  ___________________________________________________________________
 DH4667* NAD 83(1993)-  27 52 54.73448(N)    097 15 58.64285(W)     ADJUSTED  
 DH4667* NAVD 88     -         7.76   (meters)      25.5    (feet)  GPS OBS   
 DH4667  ___________________________________________________________________
 DH4667  X           -    -713,585.196 (meters)                     COMP
 DH4667  Y           -  -5,596,527.679 (meters)                     COMP
 DH4667  Z           -   2,964,931.531 (meters)                     COMP
 DH4667  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DH4667  ELLIP HEIGHT-         -18.88  (meters)          (07/05/05) GPS OBS
 DH4667  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DH4667
 DH4667  HORZ ORDER  -  FIRST
 DH4667  ELLP ORDER  -  FOURTH    CLASS I
 DH4667
 DH4667.The horizontal coordinates were established by GPS observations
 DH4667.and adjusted by the C AND C TECHNOLOGIES INC in July 2005..
 DH4667
 DH4667.The orthometric height was determined by GPS observations and a
 DH4667.high-resolution geoid model using precise GPS observation and
 DH4667.processing techniques.
 DH4667
 DH4667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4667
 DH4667.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4667
 DH4667.The ellipsoidal height was determined by GPS observations
 DH4667.and is referenced to NAD 83.
 DH4667
 DH4667.The geoid height was determined by GEOID03.
 DH4667
 DH4667;                    North         East     Units Scale Factor Converg.
 DH4667;SPC TX S     - 5,246,029.803   421,481.730   MT  1.00001265   +0 33 36.4
 DH4667;SPC TX S     -17,211,349.45  1,382,811.31   sFT  1.00001265   +0 33 36.4
 DH4667;UTM  14      - 3,085,324.426   670,663.062   MT  0.99995951   +0 48 39.5
 DH4667
 DH4667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4667!SPC TX S     -   1.00000297  x   1.00001265  =   1.00001562
 DH4667!UTM  14      -   1.00000297  x   0.99995951  =   0.99996248
 DH4667
 DH4667                          SUPERSEDED SURVEY CONTROL
 DH4667
 DH4667.No superseded survey control is available for this station.
 DH4667
 DH4667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR7066385324(NAD 83)
 DH4667_MARKER: DV = VERTICAL CONTROL DISK
 DH4667_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DH4667_STAMPING: KOHLER H 2005
 DH4667_PROJECTION: FLUSH
 DH4667_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH4667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4667+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 DH4667_ROD/PIPE-DEPTH: 09   meters
 DH4667_SLEEVE-DEPTH  : 1 meters
 DH4667
 DH4667  HISTORY     - Date     Condition        Report By
 DH4667  HISTORY     - 20050218 MONUMENTED       CCTI
 DH4667
 DH4667                          STATION DESCRIPTION
 DH4667
 DH4667'DESCRIBED BY C AND C TECHNOLOGIES INCORPORATED 2005 (JEW)
 DH4667'DESCRIBED BY C AND C TECHNOLOGIES, INC 2005 (JEW) FROM THE
 DH4667'INTERSECTION OF TEXAS STATE  HWY. 361 AND F.M. 1069 (MAIN ST.) IN
 DH4667'INGLESIDE, TEXAS TRAVEL NORTHERNLY ON HWY. 361 8.4 KM  (5.2 MILES) TO
 DH4667'THE INTERSECTION OF HWY. 361 AND STATE HWY. 35.  CONTINUE 0.16 KM (0.1
 DH4667'MILES)  NORTH TOWARD GREGORY, TEXAS AND A SERVICE ROAD INTERSECTION,
 DH4667'TURN LEFT ON THE  SERVICE ROAD AND TRAVEL 1.2 KM (0.75 MILES) TO THE
 DH4667'CROSSOVER FOR HWY. 35.  TURN LEFT  UNDER OVERPASS AND TRAVEL 46 M (150
 DH4667'FEET) TO THE OTHER SEVICE ROAD.  TURN LEFT ON  SERVICE ROAD AND TRAVEL
 DH4667'0.97 KM (0.6 MILES) TO LA QUINTA ROAD (PRIVATE).  TURN RIGHT AND
 DH4667'TRAVEL 4.3 KM (2.7 MILES) ON LA QUINTA ROAD TO CORPUS CHRISTI BAY, A
 DH4667'PARKING LOT AND THE  MONUMENT ON THE LEFT.  2.7 M (9 FT) SOUTHWEST TO
 DH4667'GUARD RAIL, 4.6 M (15.1 FT) NORTHEAST TO  A TEST WELL, 7.8 M (25.7 FT)
 DH4667'TO A NO PASSING SIGN, 7.2 M (23.5 FT) TO THE CENTERLINE OF LA QUINTA
 DH4667'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0933 ***********************************************************************
 BP0933  DESIGNATION -  KOKERNOT
 BP0933  PID         -  BP0933
 BP0933  STATE/COUNTY-  TX/JEFF DAVIS
 BP0933  USGS QUAD   -  SWAYBACK MOUNTAIN (1972)
 BP0933
 BP0933                         *CURRENT SURVEY CONTROL
 BP0933  ___________________________________________________________________
 BP0933* NAD 83(1993)-  30 37 34.29655(N)    103 48 07.34397(W)     ADJUSTED  
 BP0933* NAVD 88     -      1503.     (meters)    4931.     (feet)  SCALED    
 BP0933  ___________________________________________________________________
 BP0933  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BP0933  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 BP0933
 BP0933  HORZ ORDER  -  SECOND
 BP0933
 BP0933.The horizontal coordinates were established by classical geodetic methods
 BP0933.and adjusted by the National Geodetic Survey in February 1996..
 BP0933
 BP0933.The orthometric height was scaled from a topographic map.
 BP0933
 BP0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0933
 BP0933.The geoid height was determined by GEOID03.
 BP0933
 BP0933;                    North         East     Units Scale Factor Converg.
 BP0933;SPC TX C     - 3,111,552.688   367,524.678   MT  0.99990305   -1 47 11.7
 BP0933;SPC TX C     -10,208,485.78  1,205,787.21   sFT  0.99990305   -1 47 11.7
 BP0933;UTM  13      - 3,388,787.495   614,812.251   MT  0.99976261   +0 36 37.3
 BP0933
 BP0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0933!SPC TX C     -   0.99976727  x   0.99990305  =   0.99967035
 BP0933!UTM  13      -   0.99976727  x   0.99976261  =   0.99952994
 BP0933
 BP0933|---------------------------------------------------------------------|
 BP0933| PID    Reference Object                     Distance      Geod. Az  |
 BP0933|                                                           dddmmss.s |
 BP0933| CH9723 KOKERNOT RM 1                        11.240 METERS 02052     |
 BP0933| CH9724 KOKERNOT RM 2                        11.575 METERS 11122     |
 BP0933| CH9722 KOKERNOT AZ MK                                     1863011.5 |
 BP0933| BP0936 FORTNERS RANCH HOUSE CHIMNEY        APPROX. 2.7 KM 2400758.7 |
 BP0933| BP0940 FORT DAVIS JEFF DAVIS CO CTHSE      APPROX. 9.9 KM 2445643.2 |
 BP0933|---------------------------------------------------------------------|
 BP0933
 BP0933                          SUPERSEDED SURVEY CONTROL
 BP0933
 BP0933  NAD 83(1986)-  30 37 34.29739(N)    103 48 07.34253(W) AD(       ) 2
 BP0933  NAD 27      -  30 37 33.73900(N)    103 48 05.69900(W) AD(       ) 2
 BP0933
 BP0933.Superseded values are not recommended for survey control.
 BP0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0933.See file dsdata.txt to determine how the superseded data were derived.
 BP0933
 BP0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP1481288787(NAD 83)
 BP0933_MARKER: DS = TRIANGULATION STATION DISK
 BP0933_SETTING: 66 = SET IN ROCK OUTCROP
 BP0933
 BP0933  HISTORY     - Date     Condition        Report By
 BP0933  HISTORY     - 1942     MONUMENTED       CGS
 BP0933
 BP0933                          STATION DESCRIPTION
 BP0933
 BP0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 BP0933'STATION IS 6 MILES, AIR LINE, NE OF FORT DAVIS, 2 MILES NE
 BP0933'OF THE FORTNER RANCH DWELLINGS, AND ABOUT 0.5 MILE NE OF THE
 BP0933'ADOBE RUINS OF THE OLD MAHLE RANCH, ON THE SUMMIT OF A LOW,
 BP0933'FLAT-TOPPED HILL THAT IS COVERED WITH BOULDERS.
 BP0933'
 BP0933'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 BP0933'BEDROCK, IS FLUSH WITH THE GROUND AND STAMPED KOKERNOT 1942.
 BP0933'
 BP0933'REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN
 BP0933'OUTCROPPING BEDROCK.
 BP0933'
 BP0933'REFERENCE MARK NO. 1 IS STAMPED KOKERNOT R.M. NO. 1 1942,
 BP0933'AND IS FLUSH WITH THE GROUND.
 BP0933'
 BP0933'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 BP0933'AND IS STAMPED KOKERNOT R.M. NO. 2 1942.
 BP0933'
 BP0933'AZIMUTH MARK IS A STANDARD DISK, STAMPED KOKERNOT 1942, SET
 BP0933'IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND PROJECTS ABOUT
 BP0933'1-1/2 FEET ABOVE THE GROUND.  IT IS 1.1 MILES NE OF THE RED
 BP0933'GATE MENTIONED BELOW.  IT IS AT THE WESTERN EDGE OF A LARGE
 BP0933'FIELD OF BOULDERS AND OUTCROP, AND IS 15 FEET E OF THE CENTER
 BP0933'LINE OF THE TRACK ROAD.
 BP0933'
 BP0933'THE KEY FOR THE RED GATE MENTIONED BELOW (GATE NO. 57) CAN
 BP0933'BE OBTAINED FROM 06 RANCH 7 MILES N OF FORT DAVIS ON STATE
 BP0933'HIGHWAY 17, OR FROM THE KOKERNOT COMPANY AT THE BANK IN ALPINE.
 BP0933'
 BP0933'STATION IS REACHED FROM THE FORT DAVIS POST OFFICE BY GOING
 BP0933'N ON STATE HIGHWAY 17 FOR 0.9 MILE, THENCE TURN RIGHT, AND FOLLOW
 BP0933'GRADED DIRT ROAD NE FOR 0.6 MILE TO A FORKS, THENCE RIGHT
 BP0933'FORK, STRAIGHT AHEAD NE FOR 1.0 MILE, THENCE RIGHT FORK
 BP0933'EASTERLY FOR 2.3 MILES, TO THE FORTNER RANCH BUILDINGS,
 BP0933'HERE PASS TO THE RIGHT OF THE RANCH HOUSE, AND GO THROUGH
 BP0933'A WIRE GATE AT THE RIGHT OF A CORRAL, AND TAKE TRACK ROAD
 BP0933'EASTERLY FOR 0.4 MILE TO A WASH, THENCE CROSS WASH AND
 BP0933'CONTINUE EASTERLY FOR 0.1 MILE TO A RED GATE.  UNLOCK THE RED
 BP0933'GATE, PASS THROUGH AND CONTINUE EASTERLY FOR 0.9 MILE TO A
 BP0933'SMALL DAM AND RESERVOIR, THENCE PASS TO THE RIGHT OF THE DAM
 BP0933'AND CONTINUE NORTHEASTERLY ON THE TRACK ROAD FOR 0.6 MILE,
 BP0933'THENCE LEAVE THE TRACK ROAD AND DRIVE CROSS COUNTRY
 BP0933'NORTHWARD TO THE TOP OF A LOW FLAT TOPPED HILL AND STATION
 BP0933'ABOUT 0.8 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1341 ***********************************************************************
 AH1341  DESIGNATION -  KOONCE 1933
 AH1341  PID         -  AH1341
 AH1341  STATE/COUNTY-  TX/SAN PATRICIO
 AH1341  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH1341
 AH1341                         *CURRENT SURVEY CONTROL
 AH1341  ___________________________________________________________________
 AH1341* NAD 83(1993)-  27 52 21.07279(N)    097 25 56.39189(W)     ADJUSTED  
 AH1341* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 AH1341  ___________________________________________________________________
 AH1341  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AH1341  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AH1341
 AH1341  HORZ ORDER  -  THIRD
 AH1341
 AH1341.The horizontal coordinates were established by classical geodetic methods
 AH1341.and adjusted by the National Geodetic Survey in February 1996..
 AH1341
 AH1341.The orthometric height was scaled from a topographic map.
 AH1341
 AH1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1341
 AH1341.The geoid height was determined by GEOID03.
 AH1341
 AH1341;                    North         East     Units Scale Factor Converg.
 AH1341;SPC TX S     - 5,244,844.555   405,141.052   MT  1.00001015   +0 29 05.0
 AH1341;SPC TX S     -17,207,460.84  1,329,200.27   sFT  1.00001015   +0 29 05.0
 AH1341;UTM  14      - 3,084,068.117   654,329.094   MT  0.99989398   +0 43 58.9
 AH1341
 AH1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1341!SPC TX S     -   1.00000171  x   1.00001015  =   1.00001186
 AH1341!UTM  14      -   1.00000171  x   0.99989398  =   0.99989569
 AH1341
 AH1341:                Primary Azimuth Mark                     Grid Az
 AH1341:SPC TX S     -  KOONCE AZ MK                             043 22 30.5
 AH1341:UTM  14      -  KOONCE AZ MK                             043 07 36.6
 AH1341
 AH1341|---------------------------------------------------------------------|
 AH1341| PID    Reference Object                     Distance      Geod. Az  |
 AH1341|                                                           dddmmss.s |
 AH1341| AH1639 KOONCE AZ MK                        APPROX. 0.9 KM 0435135.5 |
 AH1341| CS4325 KOONCE RM 1                           7.573 METERS 07458     |
 AH1341| AH1371 PLAZA                               APPROX. 9.1 KM 1571830.4 |
 AH1341| AH1668 TULE LAKE CHAN RNG F REAR LT        APPROX. 7.6 KM 2123024.8 |
 AH1341| AH1665 TULE LAKE CHAN RNG B FRONT LT       APPROX. 7.6 KM 2203507.7 |
 AH1341| AH1666 TULE LAKE CHAN RNG B REAR LT        APPROX. 7.9 KM 2241708.7 |
 AH1341| CS4326 KOONCE RM 2                           8.380 METERS 31806     |
 AH1341|---------------------------------------------------------------------|
 AH1341
 AH1341                          SUPERSEDED SURVEY CONTROL
 AH1341
 AH1341  NAD 83(1986)-  27 52 21.07201(N)    097 25 56.36852(W) AD(       ) 3
 AH1341  NAD 27      -  27 52 19.98900(N)    097 25 55.39400(W) AD(       ) 3
 AH1341
 AH1341.Superseded values are not recommended for survey control.
 AH1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1341.See file dsdata.txt to determine how the superseded data were derived.
 AH1341
 AH1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5432984068(NAD 83)
 AH1341_MARKER: DS = TRIANGULATION STATION DISK
 AH1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1341_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 AH1341_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1341+STABILITY: SURFACE MOTION
 AH1341
 AH1341  HISTORY     - Date     Condition        Report By
 AH1341  HISTORY     - 1933     MONUMENTED       CGS
 AH1341  HISTORY     - 1947     GOOD             PHILIP
 AH1341  HISTORY     - 1949     GOOD             CGS
 AH1341  HISTORY     - 1964     GOOD             CGS
 AH1341  HISTORY     - 1975     GOOD             TXHD
 AH1341  HISTORY     - 1985     GOOD             NGS
 AH1341
 AH1341                          STATION DESCRIPTION
 AH1341
 AH1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (EOH)
 AH1341'STATION IS LOCATED ABOUT 6 MILES NNW OF THE PLAZA HOTEL IN
 AH1341'CORPUS CHRISTI, ABOUT 6-1/2 MILES W OF PORTLAND, ON THE
 AH1341'N SHORE OF NUECES BAY.  IT IS ON A 30-FOOT BLUFF AND IS ON THE
 AH1341'S SIDE OF A CULTIVATED FIELD.  IT IS 80 METERS N FROM
 AH1341'MEAN-HIGH-WATER LINE OF BAY SHORE AND 1 METER N OF FENCE RUNNING
 AH1341'PARALLEL TO THE BAY SHORE.
 AH1341'
 AH1341'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 AH1341'NO REFERENCE MARK WAS SET.
 AH1341'
 AH1341'THE FOLLOWING MAGNETIC BEARINGS WERE TAKEN FROM THE
 AH1341'STATION--GASOLINE STATION AT N END OF NUECES BAY CAUSEWAY
 AH1341'(4 MILES DISTANT), N 80 DEG W.  PLAZA HOTEL, S 33 DEG E.  SOUTHERN
 AH1341'ALKALI CORP. STACK (3-1/2 MILES DISTANT), S 09 DEG E.  CORPUS
 AH1341'CHRISTI COLLEGE ON S SIDE OF BAY, S 19 DEG W.
 AH1341'
 AH1341'HEIGHT OF LIGHT ABOVE STATION MARK - 2.4 METERS.
 AH1341
 AH1341                          STATION RECOVERY (1947)
 AH1341
 AH1341'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947
 AH1341'LEAVE U.S. HIGHWAY 181 WHERE IT TURNS S AT FIFTH AND HOUSTON
 AH1341'STREETS IN PORTLAND, TEXAS.  FOLLOW PAVEMENT W AT 3.70 MILES,
 AH1341'HOUSE ON LEFT (PALM TREES IN YARD) AT 4.15 MILES CROSS ROADS,
 AH1341'(S HERE TO U.S. C. AND G.S. TRIANGULATION STATION FAY), AT
 AH1341'5.20 MILES CROSS CENTRAL POWER AND LIGHT COMPANY DOUBLE POLE
 AH1341'HIGH-LINE, AT 6.20 MILES W PORTLAND SCHOOL CROSS ROADS,
 AH1341'(PAVEMENT RUNNING E, W AND N, FARM ROAD S), AT 7.25 MILES
 AH1341'TURN S ON PAVEMENT, 7.80 MILES TURN W ON PAVEMENT TO SINCLAIR
 AH1341'COMPANY GASOLINE PLANT.  DIRT ROAD S, AND SHELL ROAD E, AT
 AH1341'8.40 TURN S WITH PAVEMENT (DIRT ROAD W), AT 8.55 END PAVEMENT,
 AH1341'AT 8.85 TURN E ON DIRT ROAD (FENCE CORNER), AT 8.95 TAKE
 AH1341'RIGHT HAND FORK E-SE, AT 9.25 HOUSTON OIL COMPANY HOCO
 AH1341'FEE LEASE WELL NO. 5, STATION IS S 45 DEG 11 MIN 38 SEC W
 AH1341'317 FEET, AND IS ON EDGE OF A 40-FOOT BLUFF OVERLOOKING
 AH1341'NUECES BAY.
 AH1341
 AH1341                          STATION RECOVERY (1949)
 AH1341
 AH1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CWC)
 AH1341'STATION RECOVERED IN GOOD CONDITION.  THE 1947 DIRECTIONS
 AH1341'TO REACH THE STATION BY PHILLIPS PETROLEUM COMPANY ARE COMPLETE
 AH1341'AND ADEQUATE.  THE MARK IS STAMPED KOONCE 1934.
 AH1341
 AH1341                          STATION RECOVERY (1964)
 AH1341
 AH1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN)
 AH1341'THE STATION WAS RECOVERED IN GOOD CONDTIION.  A NEW DESCRIPTION
 AH1341'FOLLOWS--
 AH1341'
 AH1341'FROM THE FIRE STATION IN PORTLAND, GO NORTHWEST ON FARM ROAD
 AH1341'893 TO THE JUNCTION WITH FARM ROAD 1074.  CONTINUE ON FARM
 AH1341'ROAD 1074 FOR A TOTAL OF 6.6 MILES FROM THE PORTLAND FIRE STATION.
 AH1341'HERE TURN LEFT ON A SHELL ROAD FOR 0.5 MILE, THEN TURN RIGHT
 AH1341'ON A PAVED ROAD FOR 0.55 MILES TO THE ENTRANCE TO THE SINCLAIR
 AH1341'OIL PLANT.  TURN LEFT AT SINCLAIR PLANT AND FOLLOW DIRT
 AH1341'ROAD FOR 0.5 MILE.  THEN TURN LEFT ON FIELD ROAD FOR 0.3 MILE
 AH1341'TO ATLANTIC OIL CO. FREE LEASE WELL NO. 5.  THE STATION IS
 AH1341'S 45 11 FT W 317 FEET FROM THE WELL.  IT IS A STANDARD
 AH1341'TRIANGULATION DISK STAMPED KOONCE 1934 SET IN A 12 IN X 12
 AH1341'IN CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 AH1341
 AH1341                          STATION RECOVERY (1975)
 AH1341
 AH1341'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1975 (FCM)
 AH1341'KOONCE RECOVERED VERY GOOD.
 AH1341'
 AH1341'DISTANCE AND DIRECTION FROM NEAREST TOWN--6M. NNW CORPUS CHRISTI.
 AH1341
 AH1341                          STATION RECOVERY (1985)
 AH1341
 AH1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1341'THE STATION WAS RECOVERED AT THIS DATE.
 AH1341'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE SET AT THIS TIME.
 AH1341'A NEW DESCRIPTION FOLLOWS.
 AH1341'
 AH1341'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI)
 AH1341'WEST OF PORTLAND, 9.6 KM (6.0 MI) NORTHWEST OF DOWNTOWN CORPUS
 AH1341'CHRISTI AND ON THE NORTH SHORE OF NUECES BAY.
 AH1341'OWNERSHIP--ATLANTIC RICHFIELD COMPANY, EAST WHITE POINT OIL FIELD
 AH1341'OFFICE, TAFT TX 78390, PHONE 512-887-6195.
 AH1341'
 AH1341'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 181 AND
 AH1341'893 IN PORTLAND, GO WESTERLY ON HIGHWAY 893 FOR 9.3 KM (5.8 MI) TO
 AH1341'A CROSSROAD WHERE THE HIGHWAY TURNS RIGHT, NORTH.  CONTINUE AHEAD,
 AH1341'WEST ON FARM ROAD 1074 FOR 1.6 KM (1.0 MI) TO A CROSSROAD AND
 AH1341'HIGHLINE CROSSING.  TURN LEFT, SOUTH, ON PAVED COUNTY ROUTE 69W FOR
 AH1341'0.8 KM (0.5 MI) TO A CROSSROAD.  CONTINUE AHEAD, SOUTH FOR 0.3 KM
 AH1341'(0.2 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.5
 AH1341'KM (0.3 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A DIRT
 AH1341'ROAD FOR 0.2 KM (0.1 MI) TO A LOCKED GATE, PASS THROUGH THE GATE
 AH1341'AND CONTINUE WEST ON THE DIRT ROAD FOR 0.3 KM (0.2 MI) TO WHERE THE
 AH1341'ROAD TURNS LEFT, SOUTH, AND WELLHEAD NUMBER 15 ON THE LEFT,
 AH1341'CONTINUE SOUTH ON THE FIELD ROAD FOR 0.1 KM (0.05 MI) TO WELLHEAD
 AH1341'NUMBER 5 ON THE LEFT AND END OF TRUCK TRAVEL.  PACK SOUTH FOR 61
 AH1341'METERS (200 FT) ACROSS A CULTIVATED FIELD TO A BRUSH LINE, BEAR
 AH1341'RIGHT, WESTERLY ALONG BRUSH LINE FOR 30 METERS (100 FT) TO THE
 AH1341'STATION ON THE LEFT, ON A SMALL KNOLL.
 AH1341'
 AH1341'THE STATION IS A STANDARD NGS DISK
 AH1341'STAMPED---KOONCE 1934---,
 AH1341'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 AH1341'30 CM ON SIDE RECESSED 5 CM BELOW GROUND.  LOCATED
 AH1341'95.7 METERS (314 FT) SOUTHWEST FROM THE WELLHEAD NUMBER 5,
 AH1341'7.3 METERS (24 FT) SOUTH FROM THE SOUTH EDGE OF THE CULTIVATED
 AH1341'FIELD,
 AH1341'1.25 METERS (4.1 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST AND
 AH1341'0.70 METER (2.3 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST IN
 AH1341'THICK BRUSH.
 AH1341'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1341'STAMPED---KOONCE 1934---,
 AH1341'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AH1341'
 AH1341'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 AH1341'STAMPED---KOONCE 1933 NO 1 1985---,
 AH1341'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1341'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 AH1341'90.2 METERS (296.0 FT) SOUTHWEST FROM THE WELLHEAD NUMBER 5,
 AH1341'7.80 METERS (25.6 FT) NORTHEAST FROM A METAL WITNESS POST,
 AH1341'7.07 METERS (23.2 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST AND
 AH1341'5.2 METERS (17.0 FT) SOUTH FROM THE EDGE OF THE CULTIVATED FIELD.
 AH1341'MARK IS 0.6 METER ABOVE THE STATION.
 AH1341'
 AH1341'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 AH1341'STAMPED---KOONCE 1933 NO 2 1985---,
 AH1341'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1341'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AH1341'96.3 METERS (316.0 FT) SOUTHWEST FROM THE WELLHEAD NUMBER 5,
 AH1341'8.87 METERS (29.1 FT) NORTHWEST FROM A METAL WITNESS POST,
 AH1341'7.74 METERS (25.4 FT) WEST-NORTHWEST FROM A METAL WITNESS POST AND
 AH1341'1.2 METERS (4.0 FT) SOUTH FROM THE EDGE OF THE CULTIVATED FIELD.
 AH1341'MARK IS 0.3 METER BELOW THE STATION.
 AH1341'
 AH1341'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 AH1341'STAMPED---KOONCE 1933 1985---,
 AH1341'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1341'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AH1341'11.0 METERS (36.0 FT) EAST FROM THE CENTERLINE OF THE PAVED ROAD AND
 AH1341'0.40 METER (1.3 FT) SOUTH FROM THE MOST EASTERN ONE OF TWO
 AH1341'POWERPOLES AND A WITNESS POST.
 AH1341'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1341'STAMPED---KOONCE 1933 1985---,
 AH1341'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AH1341'
 AH1341'HEIGHT OF LIGHT SHOWN WAS 2.1 METERS ABOVE THE MARK.
 AH1341'
 AH1341'AN EDM TIE WAS MADE TO KOONCE 1933 AZ MK.
 AH1341'
 AH1341'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1639 ***********************************************************************
 AH1639  DESIGNATION -  KOONCE AZ MK
 AH1639  PID         -  AH1639
 AH1639  STATE/COUNTY-  TX/SAN PATRICIO
 AH1639  USGS QUAD   -  TAFT (1975)
 AH1639
 AH1639                         *CURRENT SURVEY CONTROL
 AH1639  ___________________________________________________________________
 AH1639* NAD 83(1993)-  27 52 41.62201(N)    097 25 34.16843(W)     ADJUSTED  
 AH1639* NAVD 88     -        16.     (meters)      52.     (feet)  VERTCON   
 AH1639  ___________________________________________________________________
 AH1639  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AH1639  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH1639
 AH1639  HORZ ORDER  -  SECOND
 AH1639
 AH1639.The horizontal coordinates were established by classical geodetic methods
 AH1639.and adjusted by the National Geodetic Survey in February 1996..
 AH1639
 AH1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH1639
 AH1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH1639
 AH1639.The geoid height was determined by GEOID03.
 AH1639
 AH1639;                    North         East     Units Scale Factor Converg.
 AH1639;SPC TX S     - 5,245,482.256   405,743.573   MT  1.00001167   +0 29 15.1
 AH1639;SPC TX S     -17,209,553.03  1,331,177.04   sFT  1.00001167   +0 29 15.1
 AH1639;UTM  14      - 3,084,708.350   654,928.775   MT  0.99989627   +0 44 09.8
 AH1639
 AH1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH1639!SPC TX S     -   1.00000168  x   1.00001167  =   1.00001335
 AH1639!UTM  14      -   1.00000168  x   0.99989627  =   0.99989795
 AH1639
 AH1639                          SUPERSEDED SURVEY CONTROL
 AH1639
 AH1639  NAD 83(1986)-  27 52 41.62082(N)    097 25 34.14460(W) AD(       ) 2
 AH1639  NGVD 29 (06/28/90)   16.     (m)           52.     (f) VERT ANG       
 AH1639
 AH1639.Superseded values are not recommended for survey control.
 AH1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1639.See file dsdata.txt to determine how the superseded data were derived.
 AH1639
 AH1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR5492984708(NAD 83)
 AH1639_MARKER: DZ = AZIMUTH MARK DISK
 AH1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1639+STABILITY: SURFACE MOTION
 AH1639
 AH1639  HISTORY     - Date     Condition        Report By
 AH1639  HISTORY     - 1985     MONUMENTED       NGS
 AH1639  HISTORY     - 19960727 GOOD             USPSQD
 AH1639
 AH1639                          STATION DESCRIPTION
 AH1639
 AH1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AH1639'THE STATION IS LOCATED ABOUT 11.1 KM (6.9 MI)
 AH1639'WEST OF PORTLAND, 10.1 KM (6.3 MI) NORTHWEST OF DOWNTOWN CORPUS
 AH1639'CHRISTI AND ON THE NORTH SHORE OF NUECES BAY.
 AH1639'OWNERSHIP--MR HEFLER BOWER, PERMISSION BY MR R B KOONCE, RT 1 BOX
 AH1639'126, TAFT TX 78390, PHONE 512-528-2336.
 AH1639'
 AH1639'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 181 AND
 AH1639'893 IN PORTLAND, GO WESTERLY ON HIGHWAY 893 FOR 9.3 KM (5.8 MI) TO
 AH1639'A CROSSROAD, WHERE THE HIGHWAY TURNS RIGHT, NORTH.  CONTINUE AHEAD
 AH1639'WEST ON FARM ROAD 1074 FOR 1.6 KM (1.0 MI) TO A CROSSROAD AND
 AH1639'HIGHLINE CROSSING.  TURN LEFT, SOUTH, ON A PAVED ROAD, COUNTY ROUTE
 AH1639'69W FOR 0.8 KM (0.5 MI) TO A CROSSROAD.  CONTINUE AHEAD, SOUTH
 AH1639'FOR 0.3 KM (0.2 MI) TO THE STATION ON LEFT.
 AH1639'
 AH1639'THE STATION IS A STANDARD NGS DISK
 AH1639'STAMPED---KOONCE 1933 1985---,
 AH1639'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AH1639'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AH1639'11.0 METERS (36 FT) EAST FROM THE CENTERLINE OF THE ROAD AND
 AH1639'0.40 METERS (1.3 FT) SOUTH FROM THE EASTERN MOST OF TWO POWER POLES
 AH1639'AND A WITNESS POST.
 AH1639'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 AH1639'STAMPED---KOONCE 1933 1985---,
 AH1639'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 AH1639'
 AH1639'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 AH1639'
 AH1639'AN EDM TIE WAS MADE TO KOONCE 1933.
 AH1639'
 AH1639'DESCRIBED BY R. T. WOODRUFF.
 AH1639
 AH1639                          STATION RECOVERY (1996)
 AH1639
 AH1639'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS3078 ***********************************************************************
 CS3078  DESIGNATION -  KOPPERL
 CS3078  PID         -  CS3078
 CS3078  STATE/COUNTY-  TX/HILL
 CS3078  USGS QUAD   -  LAKESIDE VILLAGE (1976)
 CS3078
 CS3078                         *CURRENT SURVEY CONTROL
 CS3078  ___________________________________________________________________
 CS3078* NAD 83(1993)-  32 03 29.50547(N)    097 27 59.20004(W)     ADJUSTED  
 CS3078* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 CS3078  ___________________________________________________________________
 CS3078  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CS3078  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CS3078
 CS3078  HORZ ORDER  -  SECOND
 CS3078
 CS3078.The horizontal coordinates were established by classical geodetic methods
 CS3078.and adjusted by the National Geodetic Survey in February 1996..
 CS3078
 CS3078.The orthometric height was scaled from a topographic map.
 CS3078
 CS3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 CS3078
 CS3078.The geoid height was determined by GEOID03.
 CS3078
 CS3078;                    North         East     Units Scale Factor Converg.
 CS3078;SPC TXNC     - 2,043,898.440   697,602.713   MT  1.00002166   +0 33 49.3
 CS3078;SPC TXNC     - 6,705,690.13  2,288,718.23   sFT  1.00002166   +0 33 49.3
 CS3078;SPC TX C     - 3,268,619.246   970,714.105   MT  1.00005166   +1 28 35.8
 CS3078;SPC TX C     -10,723,794.98  3,184,751.19   sFT  1.00005166   +1 28 35.8
 CS3078;UTM  14      - 3,547,914.796   644,768.555   MT  0.99985846   +0 48 50.8
 CS3078
 CS3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CS3078!SPC TXNC     -   0.99996963  x   1.00002166  =   0.99999129
 CS3078!SPC TX C     -   0.99996963  x   1.00005166  =   1.00002129
 CS3078!UTM  14      -   0.99996963  x   0.99985846  =   0.99982810
 CS3078
 CS3078|---------------------------------------------------------------------|
 CS3078| PID    Reference Object                     Distance      Geod. Az  |
 CS3078|                                                           dddmmss.s |
 CS3078| CY1419 KOPPERL RM 1                         30.839 METERS 02822     |
 CS3078| CY1418 KOPPERL AZ MK                                      0784633.5 |
 CS3078| CY1420 KOPPERL RM 2                         28.315 METERS 11223     |
 CS3078|---------------------------------------------------------------------|
 CS3078
 CS3078                          SUPERSEDED SURVEY CONTROL
 CS3078
 CS3078  NAD 83(1986)-  32 03 29.51190(N)    097 27 59.17854(W) AD(       ) 2
 CS3078  NAD 27      -  32 03 28.96600(N)    097 27 58.11300(W) AD(       ) 2
 CS3078
 CS3078.Superseded values are not recommended for survey control.
 CS3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS3078.See file dsdata.txt to determine how the superseded data were derived.
 CS3078
 CS3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA4476947915(NAD 83)
 CS3078_MARKER: DD = SURVEY DISK
 CS3078_SETTING: 0 = UNSPECIFIED SETTING
 CS3078
 CS3078  HISTORY     - Date     Condition        Report By
 CS3078  HISTORY     - 1944     MONUMENTED       CGS
 CS3078  HISTORY     - 1976     GOOD             LOCENG
 CS3078  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 CS3078
 CS3078                          STATION DESCRIPTION
 CS3078
 CS3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (PLB)
 CS3078'STATION IS LOCATED ABOUT 3.0 MILES ESE OF KOPPERL, 7.5 MILES
 CS3078'SSW OF BLUM, ON THE E SIDE OF THE BRAZOS RIVER, IN AN OPEN
 CS3078'PASTURE LOCALLY KNOWN AS BENSONS PASTURE, AND ON LAND OWNED
 CS3078'BY CHARLES STEEL.  IT IS ON A HIGH RIDGE ABOUT 0.2 MILE
 CS3078'S OF NEW POWER-TRSN. LINE, 84 FEET SW OF THE CENTER LINE
 CS3078'OF A RANCH ROAD, AND 2 FEET E OF A WHITE PAINTED 4- BY 4-INCH
 CS3078'POST.  THE DISK IS STAMPED KOPPERL 1944 AND PROJECTS ABOUT
 CS3078'4 INCHES.
 CS3078'
 CS3078'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CS3078'DISKS SET IN CONCRETE.
 CS3078'
 CS3078'REFERENCE MARK 1 IS NE OF THE STATION AND 12 FEET NE OF
 CS3078'THE RANCH ROAD.  IT IS STAMPED KOPPERL NO 1 1944 AND PROJECTS
 CS3078'ABOUT 5 INCHES.
 CS3078'
 CS3078'REFERENCE MARK 2 IS SE OF THE STATION, ABOUT THE SAME ELEVATION
 CS3078'AS THE STATION, AND 100 FEET SW OF THE RANCH ROAD.  ITIS
 CS3078'STAMPED KOPPERL NO 2 1944 AND PROJECTS ABOUT 5 INCHES.
 CS3078'
 CS3078'AZIMUTH MARK IS ABOUT 0.7 MILE E OF THE STATION, SET ON A
 CS3078'HIGH RIDGE IN AN OPEN PASTURE.  IT IS 0.1 MILE S OF THE
 CS3078'WIRE GATE, 300 FEET E OF FENCE LINE, AND 0.1 MILE ENE OF
 CS3078'RANCH HOUSE.  IT IS STAMPED KOPPERL 1944 AND PROJECTS ABOUT
 CS3078'4 INCHES.  TO REACH FROM THE WIRE GATE BEFORE REACHING THE
 CS3078'STATION, GO SSE ACROSS PASTURE FOR 0.1 MILE TO A SMALL RIDGE
 CS3078'AND MARK.
 CS3078'
 CS3078'TO REACH THE STATION FROM THE MOBILE GAS STATION IN BLUM,
 CS3078'GO SW ON DIRT ROAD TOWARDS WHITNEY FOR 4.2 MILES TO A DIRT
 CS3078'ROAD RIGHT, TURN RIGHT AND GO W ON DIRT ROAD FOR 1.4 MILES TO
 CS3078'A CATTLE GUARD, PASS THROUGH CATTLE GUARD AND CONTINUE W
 CS3078'ON RANCH ROAD FOR 0.6 MILE TO A WIRE GATE, PASS THROUGH
 CS3078'GATE AND CONTINUE W ON MAIN TRAVELED ROAD FOR 0.6 MILE TO
 CS3078'ANOTHER WIRE GATE, PASS THROUGH GATE AND CONTINUE W 0.5 MILE
 CS3078'TO A DIM FORK.  BEAR RIGHT AND CONTINUE W ON MAIN-TRAVELED
 CS3078'ROAD FOR 0.3 MILE TO ANOTHER FORK, BEAR RIGHT ALONG THE W
 CS3078'SIDE OF POWER-TRSN. LINE IN A N DIRECTION FOR 0.2 MILE TO
 CS3078'ANOTHER FORK.  BEAR RIGHT AND CONTINUE 0.5 MILE TO A WIRE
 CS3078'GATE AT THE CORRAL, PASS THROUGH GATE AND FOLLOW
 CS3078'MAIN-TRAVELED RANCH ROAD W AND NW FOR 1.3 MILES TO ANOTHER
 CS3078'WIRE GATE (SEE DESCRIPTION OF AZIMUTH MARK).  PASS THROUGH
 CS3078'WIRE GATE AND CONTINUE ON RIGHT FORK W FOR 0.2 MILE TO
 CS3078'ANOTHER FORK, BEAR RIGHT AND CONTINUE NW FOR 0.4 MILE TO
 CS3078'THE TOP OF A SMALL RIDGE AND THE STATION ON THE LEFT.
 CS3078'
 CS3078'OBSERVATIONS MADE FROM A 64-FOOT TOWER.
 CS3078'
 CS3078'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 CS3078
 CS3078                          STATION RECOVERY (1976)
 CS3078
 CS3078'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (LWF)
 CS3078'KOPPERL 1944 RECOVERED GOOD.
 CS3078'
 CS3078'RM NO. 1 1944 RECOVERED GOOD.
 CS3078'
 CS3078'RM NO. 2 1944 RECOVERED GOOD.
 CS3078
 CS3078                          STATION RECOVERY (1999)
 CS3078
 CS3078'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS3078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0123 ***********************************************************************
 FL0123  DESIGNATION -  KOREA
 FL0123  PID         -  FL0123
 FL0123  STATE/COUNTY-  TX/WHEELER
 FL0123  USGS QUAD   -  FULLER (1963)
 FL0123
 FL0123                         *CURRENT SURVEY CONTROL
 FL0123  ___________________________________________________________________
 FL0123* NAD 83(1993)-  35 14 54.99727(N)    100 04 36.66568(W)     ADJUSTED  
 FL0123* NAVD 88     -       684.856  (meters)    2246.90   (feet)  ADJUSTED  
 FL0123  ___________________________________________________________________
 FL0123  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FL0123  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0123  DYNAMIC HT  -         684.148 (meters)    2244.58  (feet)  COMP
 FL0123  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 FL0123
 FL0123  HORZ ORDER  -  SECOND
 FL0123  VERT ORDER  -  FIRST     CLASS II
 FL0123
 FL0123.The horizontal coordinates were established by classical geodetic methods
 FL0123.and adjusted by the National Geodetic Survey in February 1996..
 FL0123
 FL0123.The orthometric height was determined by differential leveling
 FL0123.and adjusted by the National Geodetic Survey in June 1991..
 FL0123
 FL0123.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0123
 FL0123.The geoid height was determined by GEOID03.
 FL0123
 FL0123.The dynamic height is computed by dividing the NAVD 88
 FL0123.geopotential number by the normal gravity value computed on the
 FL0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0123.degrees latitude (g = 980.6199 gals.).
 FL0123
 FL0123.The modeled gravity was interpolated from observed gravity values.
 FL0123
 FL0123;                    North         East     Units Scale Factor Converg.
 FL0123;SPC TX N     - 1,139,448.677   329,506.994   MT  0.99991522   +0 49 29.2
 FL0123;SPC TX N     - 3,738,341.20  1,081,057.53   sFT  0.99991522   +0 49 29.2
 FL0123;SPC OK S     -   214,400.665   410,996.000   MT  1.00000305   -1 10 43.9
 FL0123;SPC OK S     -   703,412.85  1,348,409.38   sFT  1.00000305   -1 10 43.9
 FL0123;UTM  14      - 3,901,144.934   402,031.703   MT  0.99971828   -0 37 17.5
 FL0123
 FL0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0123!SPC TX N     -   0.99989666  x   0.99991522  =   0.99981189
 FL0123!SPC OK S     -   0.99989666  x   1.00000305  =   0.99989971
 FL0123!UTM  14      -   0.99989666  x   0.99971828  =   0.99961497
 FL0123
 FL0123|---------------------------------------------------------------------|
 FL0123| PID    Reference Object                     Distance      Geod. Az  |
 FL0123|                                                           dddmmss.s |
 FL0123| FL0121 KOREA RM 1                           14.709 METERS 07226     |
 FL0123| FL0120 KOREA AZ MK                                        1800146.1 |
 FL0123| FL0122 KOREA RM 2                           15.566 METERS 18433     |
 FL0123|---------------------------------------------------------------------|
 FL0123
 FL0123                          SUPERSEDED SURVEY CONTROL
 FL0123
 FL0123  NAD 83(1993)-  35 14 54.99763(N)    100 04 36.66557(W) AD(       ) 2
 FL0123  NAD 83(1986)-  35 14 55.00054(N)    100 04 36.65625(W) AD(       ) 2
 FL0123  NAD 27      -  35 14 54.82100(N)    100 04 35.25100(W) AD(       ) 2
 FL0123  NGVD 29 (??/??/92)  684.591  (m)         2246.03   (f) ADJ UNCH    1 2
 FL0123
 FL0123.Superseded values are not recommended for survey control.
 FL0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0123.See file dsdata.txt to determine how the superseded data were derived.
 FL0123
 FL0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME0203201145(NAD 83)
 FL0123_MARKER: DS = TRIANGULATION STATION DISK
 FL0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0123_STAMPING: KOREA 1951
 FL0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0123+STABILITY: SURFACE MOTION
 FL0123
 FL0123  HISTORY     - Date     Condition        Report By
 FL0123  HISTORY     - 1951     MONUMENTED       CGS
 FL0123  HISTORY     - 1953     GOOD             CGS
 FL0123  HISTORY     - 1953     GOOD             NGS
 FL0123  HISTORY     - 1955     GOOD             CGS
 FL0123
 FL0123                          STATION DESCRIPTION
 FL0123
 FL0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EBL)
 FL0123'THE STATION IS ABOUT 10 MILES AIR LINE EAST-NORTHEAST OF
 FL0123'SHAMROCK.  1-1/2 MILES NORTH OF U.S. HIGHWAY 66.  0.6 MILE
 FL0123'NORTH OF A DOUBLE RAILROAD TRACK AND 30 FEET WEST OF THE CENTER
 FL0123'OF A DIRT ROAD.  THE STATION MARK, STAMPED KOREA 1951, IS A
 FL0123'BRONZE DISK SET IN A ROUND CONCRETE POST THAT IS FLUSH WITH
 FL0123'THE GROUND.  IT IS 4 FEET EAST OF A FENCE LINE.  3 FEET
 FL0123'WEST-SOUTHWEST OF A WHITE WITNESS POST AND IN A GROUP OF
 FL0123'SCRUB OAK TREES WHICH ARE ABOUT 4 FEET HIGH.
 FL0123'
 FL0123'REFERENCE MARK NO. 1, STAMPED KOREA NO 1 1951, IS A BRONZE
 FL0123'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.
 FL0123'IT IS 18 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 2 FEET
 FL0123'WEST OF A FENCE LINE.
 FL0123'
 FL0123'REFERENCE MARK NO. 2, STAMPED KOREA NO 2 1951, IS A BRONZE
 FL0123'DISK SET IN A ROUND CONCRETE POST THAT IS FLUSH WITH THE
 FL0123'GROUND.  IT IS 33 FEET WEST OF THE CENTER OF THE DIRT ROAD
 FL0123'AND 1 FOOT EAST OF A FENCE LINE.
 FL0123'
 FL0123'THE AZIMUTH MARK, STAMPED KOREA 1951, IS A BRONZE DISK SET
 FL0123'IN A ROUND CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS
 FL0123'20 FEET EAST OF THE CENTER OF A DIRT ROAD.  3 FEET EAST OF
 FL0123'A FENCE LINE.  2 FEET NORTHEAST OF A WHITE WITNESS POST AND 2
 FL0123'FEET NORTH OF A GUY-POLE WHICH IS USED WHERE A POWER LINE
 FL0123'GOES WEST FROM A NORTH-SOUTH POWER LINE.
 FL0123'
 FL0123'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FL0123'AND U.S. HIGHWAY 83 IN SHAMROCK GO EAST ON U.S. HIGHWAY 66
 FL0123'FOR 10.0 MILES TO A DIRT ROAD LEFT.  TURN LEFT, NORTH AND GO 0.6
 FL0123'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH 0.35
 FL0123'MILE TO A DOUBLE RAILROAD TRACK.  CROSS THE RAILROAD TRACKS
 FL0123'AND CONTINUE NORTH FOR 0.6 MILE TO THE STATION ON THE LEFT.
 FL0123
 FL0123                          STATION RECOVERY (1953)
 FL0123
 FL0123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FL0123'0.3 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0123'RAILROAD FROM THE STATION SIGN AT FULLER, THENCE 0.6 MILE
 FL0123'NORTH ALONG A SANDY ROAD, ON TOP OF A RIDGE, 27 FEET WEST
 FL0123'OF THE CENTER LINE OF A ROAD, 4.3 FEET EAST OF A FENCE, 3.5
 FL0123'FEET SOUTH OF A WITNESS POST, A TRIANGULATION STATION DISK
 FL0123'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 FL0123'GROUND, STAMPED KOREA 1951.
 FL0123'
 FL0123'KOREA R.M. 1 IS 48.3 FEET NORTHEAST OF TRIANGULATION STATION
 FL0123'KOREA 1951, 19 FEET EAST OF THE CENTER LINE OF A ROAD, 1.7
 FL0123'FEET WEST OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP
 FL0123'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND,
 FL0123'STAMPED KOREA NO 1 1951.
 FL0123'
 FL0123'KOREA R.M. 2 IS 51.0 FEET SOUTH OF TRIANGULATION STATION
 FL0123'KOREA 1951, 30 FEET WEST OF THE CENTER LINE OF A ROAD, 1
 FL0123'FOOT EAST OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP
 FL0123'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 FL0123'KOREA NO 2 1951.
 FL0123'
 FL0123'KOREA 1951 AZIMUTH IS 1.0 MILE SOUTH OF TRIANGULATION STATION
 FL0123'KOREA 1951, 21.5 FEET EAST OF THE CENTER LINE OF A ROAD,
 FL0123'0.5 MILE NORTH OF U.S. HIGHWAY 66, 1.8 FEET NORTH OF A POWER
 FL0123'POLE, 2.5 FEET EAST OF A FENCE, 2.2 FEET NORTHEAST OF A
 FL0123'WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A
 FL0123'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, STAMPED
 FL0123'KOREA 1951.
 FL0123
 FL0123                          STATION RECOVERY (1953)
 FL0123
 FL0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FL0123'0.9 MI N FROM FULLER.
 FL0123'0.3 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0123'THE STATION SIGN AT FULLER, THENCE 0.6 MILE NORTH ALONG A SANDY ROAD,
 FL0123'ON TOP OF A RIDGE, 27 FEET WEST OF THE CENTER LINE OF A ROAD, 4.3 FEET
 FL0123'EAST OF A FENCE, 3.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FL0123'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FL0123
 FL0123                          STATION RECOVERY (1955)
 FL0123
 FL0123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 FL0123'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 FL0123'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0120 ***********************************************************************
 FL0120  DESIGNATION -  KOREA AZ MK
 FL0120  PID         -  FL0120
 FL0120  STATE/COUNTY-  TX/WHEELER
 FL0120  USGS QUAD   -  FULLER (1963)
 FL0120
 FL0120                         *CURRENT SURVEY CONTROL
 FL0120  ___________________________________________________________________
 FL0120* NAD 83(1986)-  35 14 01.     (N)    100 04 36.     (W)     SCALED    
 FL0120* NAVD 88     -       664.344  (meters)    2179.60   (feet)  ADJUSTED  
 FL0120  ___________________________________________________________________
 FL0120  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 FL0120  DYNAMIC HT  -         663.658 (meters)    2177.35  (feet)  COMP
 FL0120  MODELED GRAV-     979,579.2   (mgal)                       NAVD 88
 FL0120
 FL0120  VERT ORDER  -  FIRST     CLASS II
 FL0120
 FL0120.The horizontal coordinates were scaled from a topographic map and have
 FL0120.an estimated accuracy of +/- 6 seconds.
 FL0120
 FL0120.The orthometric height was determined by differential leveling
 FL0120.and adjusted by the National Geodetic Survey in June 1991..
 FL0120
 FL0120.The geoid height was determined by GEOID03.
 FL0120
 FL0120.The dynamic height is computed by dividing the NAVD 88
 FL0120.geopotential number by the normal gravity value computed on the
 FL0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0120.degrees latitude (g = 980.6199 gals.).
 FL0120
 FL0120.The modeled gravity was interpolated from observed gravity values.
 FL0120
 FL0120;                    North         East    Units  Estimated Accuracy
 FL0120;SPC TX N     - 1,137,790.      329,550.      MT  (+/- 180 meters Scaled)
 FL0120
 FL0120                          SUPERSEDED SURVEY CONTROL
 FL0120
 FL0120  NGVD 29 (??/??/92)  664.09   (m)         2178.8    (f) COMPUTED    1 2
 FL0120
 FL0120.Superseded values are not recommended for survey control.
 FL0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0120.See file dsdata.txt to determine how the superseded data were derived.
 FL0120
 FL0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD020994(NAD 83)
 FL0120_MARKER: DZ = AZIMUTH MARK DISK
 FL0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0120_STAMPING: KOREA 1951
 FL0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0120+STABILITY: SURFACE MOTION
 FL0120
 FL0120  HISTORY     - Date     Condition        Report By
 FL0120  HISTORY     - 1951     MONUMENTED       CGS
 FL0120  HISTORY     - 1953     GOOD             NGS
 FL0120
 FL0120                          STATION DESCRIPTION
 FL0120
 FL0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0120'0.7 MI S FROM FULLER.
 FL0120'0.3 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0120'THE STATION SIGN AT FULLER, THENCE 0.4 MILE SOUTH ALONG A SANDY ROAD,
 FL0120'0.5 MILE NORTH OF U.S. HIGHWAY 66, 1.0 MILE SOUTH OF TRIANGULATION
 FL0120'STATION KOREA 1951, 21.5 FEET EAST OF THE CENTER LINE OF A ROAD, 1.8
 FL0120'FEET NORTH OF A POWER POLE, 2.5 FEET EAST OF A FENCE, 2.2 FEET
 FL0120'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0120'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0121 ***********************************************************************
 FL0121  DESIGNATION -  KOREA RM 1
 FL0121  PID         -  FL0121
 FL0121  STATE/COUNTY-  TX/WHEELER
 FL0121  USGS QUAD   -  FULLER (1963)
 FL0121
 FL0121                         *CURRENT SURVEY CONTROL
 FL0121  ___________________________________________________________________
 FL0121* NAD 83(1986)-  35 14 54.     (N)    100 04 36.     (W)     SCALED    
 FL0121* NAVD 88     -       684.515  (meters)    2245.78   (feet)  ADJUSTED  
 FL0121  ___________________________________________________________________
 FL0121  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0121  DYNAMIC HT  -         683.807 (meters)    2243.46  (feet)  COMP
 FL0121  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 FL0121
 FL0121  VERT ORDER  -  FIRST     CLASS II
 FL0121
 FL0121.The horizontal coordinates were scaled from a topographic map and have
 FL0121.an estimated accuracy of +/- 6 seconds.
 FL0121
 FL0121.The orthometric height was determined by differential leveling
 FL0121.and adjusted by the National Geodetic Survey in June 1991..
 FL0121
 FL0121.The geoid height was determined by GEOID03.
 FL0121
 FL0121.The dynamic height is computed by dividing the NAVD 88
 FL0121.geopotential number by the normal gravity value computed on the
 FL0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0121.degrees latitude (g = 980.6199 gals.).
 FL0121
 FL0121.The modeled gravity was interpolated from observed gravity values.
 FL0121
 FL0121;                    North         East    Units  Estimated Accuracy
 FL0121;SPC TX N     - 1,139,420.      329,520.      MT  (+/- 180 meters Scaled)
 FL0121
 FL0121                          SUPERSEDED SURVEY CONTROL
 FL0121
 FL0121  NGVD 29 (??/??/92)  684.25   (m)         2244.9    (f) COMPUTED    1 2
 FL0121
 FL0121.Superseded values are not recommended for survey control.
 FL0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0121.See file dsdata.txt to determine how the superseded data were derived.
 FL0121
 FL0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME020011(NAD 83)
 FL0121_MARKER: DR = REFERENCE MARK DISK
 FL0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0121_STAMPING: KOREA NO 1 1951
 FL0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0121+STABILITY: SURFACE MOTION
 FL0121
 FL0121  HISTORY     - Date     Condition        Report By
 FL0121  HISTORY     - 1951     MONUMENTED       CGS
 FL0121  HISTORY     - 1953     GOOD             NGS
 FL0121
 FL0121                          STATION DESCRIPTION
 FL0121
 FL0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0121'0.9 MI N FROM FULLER.
 FL0121'0.3 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0121'THE STATION SIGN AT FULLER, THENCE 0.6 MILE NORTH ALONG A SANDY ROAD,
 FL0121'19 FEET EAST OF THE CENTER LINE OF A ROAD, 48.3 FEET NORTHEAST OF
 FL0121'TRIANGULATION STATION KOREA 1951, 1.7 FEET WEST OF A FENCE, SET IN THE
 FL0121'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0122 ***********************************************************************
 FL0122  DESIGNATION -  KOREA RM 2
 FL0122  PID         -  FL0122
 FL0122  STATE/COUNTY-  TX/WHEELER
 FL0122  USGS QUAD   -  FULLER (1963)
 FL0122
 FL0122                         *CURRENT SURVEY CONTROL
 FL0122  ___________________________________________________________________
 FL0122* NAD 83(1986)-  35 14 54.     (N)    100 04 36.     (W)     SCALED    
 FL0122* NAVD 88     -       684.672  (meters)    2246.29   (feet)  ADJUSTED  
 FL0122  ___________________________________________________________________
 FL0122  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 FL0122  DYNAMIC HT  -         683.964 (meters)    2243.97  (feet)  COMP
 FL0122  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 FL0122
 FL0122  VERT ORDER  -  FIRST     CLASS II
 FL0122
 FL0122.The horizontal coordinates were scaled from a topographic map and have
 FL0122.an estimated accuracy of +/- 6 seconds.
 FL0122
 FL0122.The orthometric height was determined by differential leveling
 FL0122.and adjusted by the National Geodetic Survey in June 1991..
 FL0122
 FL0122.The geoid height was determined by GEOID03.
 FL0122
 FL0122.The dynamic height is computed by dividing the NAVD 88
 FL0122.geopotential number by the normal gravity value computed on the
 FL0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0122.degrees latitude (g = 980.6199 gals.).
 FL0122
 FL0122.The modeled gravity was interpolated from observed gravity values.
 FL0122
 FL0122;                    North         East    Units  Estimated Accuracy
 FL0122;SPC TX N     - 1,139,420.      329,520.      MT  (+/- 180 meters Scaled)
 FL0122
 FL0122                          SUPERSEDED SURVEY CONTROL
 FL0122
 FL0122  NGVD 29 (??/??/92)  684.41   (m)         2245.4    (f) COMPUTED    1 2
 FL0122
 FL0122.Superseded values are not recommended for survey control.
 FL0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0122.See file dsdata.txt to determine how the superseded data were derived.
 FL0122
 FL0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME020011(NAD 83)
 FL0122_MARKER: DR = REFERENCE MARK DISK
 FL0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0122_STAMPING: KOREA NO 2 1951
 FL0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0122+STABILITY: SURFACE MOTION
 FL0122
 FL0122  HISTORY     - Date     Condition        Report By
 FL0122  HISTORY     - 1951     MONUMENTED       CGS
 FL0122  HISTORY     - 1953     GOOD             NGS
 FL0122
 FL0122                          STATION DESCRIPTION
 FL0122
 FL0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0122'0.9 MI N FROM FULLER.
 FL0122'0.3 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM
 FL0122'THE STATION SIGN AT FULLER, THENCE 0.6 MILE NORTH ALONG A SANDY ROAD,
 FL0122'30 FEET WEST OF THE CENTER LINE OF A ROAD, 51.0 FEET SOUTH OF
 FL0122'TRIANGULATION STATION KOREA 1951, 1 FOOT EAST OF A FENCE, SET IN THE
 FL0122'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA1104 ***********************************************************************
 CA1104  DESIGNATION -  KOTH
 CA1104  PID         -  CA1104
 CA1104  STATE/COUNTY-  TX/MCCULLOCH
 CA1104  USGS QUAD   -  WEST SWEDEN (1987)
 CA1104
 CA1104                         *CURRENT SURVEY CONTROL
 CA1104  ___________________________________________________________________
 CA1104* NAD 83(1993)-  31 07 32.20032(N)    099 29 59.35991(W)     ADJUSTED  
 CA1104* NAVD 88     -       596.3    (meters)    1956.     (feet)  VERTCON   
 CA1104  ___________________________________________________________________
 CA1104  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CA1104  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CA1104
 CA1104  HORZ ORDER  -  SECOND
 CA1104
 CA1104.The horizontal coordinates were established by classical geodetic methods
 CA1104.and adjusted by the National Geodetic Survey in February 1996..
 CA1104
 CA1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 CA1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CA1104
 CA1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CA1104
 CA1104.The geoid height was determined by GEOID03.
 CA1104
 CA1104;                    North         East     Units Scale Factor Converg.
 CA1104;SPC TX C     - 3,162,029.343   779,489.372   MT  0.99988408   +0 25 45.5
 CA1104;SPC TX C     -10,374,091.27  2,557,374.71   sFT  0.99988408   +0 25 45.5
 CA1104;UTM  14      - 3,443,630.390   452,346.321   MT  0.99962801   -0 15 30.1
 CA1104
 CA1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CA1104!SPC TX C     -   0.99991003  x   0.99988408  =   0.99979412
 CA1104!UTM  14      -   0.99991003  x   0.99962801  =   0.99953807
 CA1104
 CA1104|---------------------------------------------------------------------|
 CA1104| PID    Reference Object                     Distance      Geod. Az  |
 CA1104|                                                           dddmmss.s |
 CA1104| CA1108 CONN USGS 1971                       67.886 METERS 02606     |
 CA1104| CV5408 KOTH RM 1                            29.655 METERS 13547     |
 CA1104| CA1121 MELVIN MUNICIPAL TANK               APPROX.11.0 KM 3151807.9 |
 CA1104|---------------------------------------------------------------------|
 CA1104
 CA1104                          SUPERSEDED SURVEY CONTROL
 CA1104
 CA1104  NAD 83(1986)-  31 07 32.20833(N)    099 29 59.34564(W) AD(       ) 2
 CA1104  NAD 27      -  31 07 31.59877(N)    099 29 58.12150(W) AD(       ) 2
 CA1104  NGVD 29 (07/19/86)  596.2    (m)         1956.     (f) VERT ANG       
 CA1104
 CA1104.Superseded values are not recommended for survey control.
 CA1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA1104.See file dsdata.txt to determine how the superseded data were derived.
 CA1104
 CA1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV5234643630(NAD 83)
 CA1104_MARKER: DD = SURVEY DISK
 CA1104_SETTING: 66 = SET IN ROCK OUTCROP
 CA1104_SP_SET: PARTIALLY EXPOSED BEDROCK
 CA1104
 CA1104  HISTORY     - Date     Condition        Report By
 CA1104  HISTORY     - 1971     MONUMENTED       USGS
 CA1104
 CA1104                          STATION DESCRIPTION
 CA1104
 CA1104'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (IGT)
 CA1104'THE STATION IS LOCATED SOUTH 44 DEG EAST, 7 MILES AIRLINE
 CA1104'FROM MELVIN, TEXAS.  165 FEET SOUTH OF FARM TO MARKET ROAD
 CA1104'2028 AT CREST ON LAND OWNED BY WOODROW KOTHMANN.
 CA1104'
 CA1104'TO REACH FROM MELVIN, TEXAS, GO 5.2 MILES SOUTH, THENCE
 CA1104'4.9 MILES EAST ON FARM TO MARKET ROAD 2028 TO STATION SITE
 CA1104'ON THE RIGHT (SOUTH).  8 FEET NORTHEAST OF USGS WITNESS
 CA1104'SIGN MOUNTED ON A METAL POST.
 CA1104'
 CA1104'STATION MARK--A STANDARD BRONZE TABLET SET IN BEDROCK, PROJECTING
 CA1104'0.2 FOOT, AND STAMPED KOTH ET 1971.
 CA1104'
 CA1104'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET SET IN BEDROCK,
 CA1104'FLUSH WITH THE GROUND, AND STAMPED KOTH ET NO. 1 1971.
 CA1104'
 CA1104'CONN ET 1960--ALUMINUM TABLET SET IN A LARGE FLAT ROCK PROJECTING
 CA1104'1.5 FEET, 38 FEET NORTH OF FARM TO MARKET ROAD 2028.  THE
 CA1104'TABLET IS STAMPED CONN ET 1960, AND WILL SERVE AS A REFERENCE
 CA1104'MARK.
 CA1104'
 CA1104'STATION MELVIN MUNICIPAL WATER TANK IS VISIBLE FROM THE
 CA1104'GROUND AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 CA1104'
 CA1104'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0738 ***********************************************************************
 BN0738  DESIGNATION -  KOTT
 BN0738  PID         -  BN0738
 BN0738  STATE/COUNTY-  TX/GILLESPIE
 BN0738  USGS QUAD   -  MORRIS RANCH (1964)
 BN0738
 BN0738                         *CURRENT SURVEY CONTROL
 BN0738  ___________________________________________________________________
 BN0738* NAD 83(1993)-  30 10 55.55062(N)    099 03 59.43617(W)     ADJUSTED  
 BN0738* NAVD 88     -       648.     (meters)    2126.     (feet)  SCALED    
 BN0738  ___________________________________________________________________
 BN0738  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 BN0738  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 BN0738
 BN0738  HORZ ORDER  -  SECOND
 BN0738
 BN0738.The horizontal coordinates were established by classical geodetic methods
 BN0738.and adjusted by the National Geodetic Survey in February 1996..
 BN0738
 BN0738.The orthometric height was scaled from a topographic map.
 BN0738
 BN0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 BN0738
 BN0738.The geoid height was determined by GEOID03.
 BN0738
 BN0738;                    North         East     Units Scale Factor Converg.
 BN0738;SPC TX C     - 3,057,834.235   822,002.602   MT  0.99998318   +0 39 09.0
 BN0738;SPC TX C     -10,032,244.49  2,696,853.54   sFT  0.99998318   +0 39 09.0
 BN0738;SPC TXSC     - 4,260,316.068   593,594.619   MT  0.99997233   -0 01 57.3
 BN0738;SPC TXSC     -13,977,386.97  1,947,485.01   sFT  0.99997233   -0 01 57.3
 BN0738;UTM  14      - 3,338,965.367   493,597.003   MT  0.99960051   -0 02 00.4
 BN0738
 BN0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BN0738!SPC TX C     -   0.99990168  x   0.99998318  =   0.99988487
 BN0738!SPC TXSC     -   0.99990168  x   0.99997233  =   0.99987402
 BN0738!UTM  14      -   0.99990168  x   0.99960051  =   0.99950223
 BN0738
 BN0738|---------------------------------------------------------------------|
 BN0738| PID    Reference Object                     Distance      Geod. Az  |
 BN0738|                                                           dddmmss.s |
 BN0738| CV5410 KOTT RM 1                            22.721 METERS 23811     |
 BN0738| CV5409 KOTT AZ MK                                         2421702.9 |
 BN0738| CV5411 KOTT RM 2                            14.869 METERS 32942     |
 BN0738|---------------------------------------------------------------------|
 BN0738
 BN0738                          SUPERSEDED SURVEY CONTROL
 BN0738
 BN0738  NAD 83(1986)-  30 10 55.55930(N)    099 03 59.42284(W) AD(       ) 2
 BN0738  NAD 27      -  30 10 54.82560(N)    099 03 58.26250(W) AD(       ) 2
 BN0738
 BN0738.Superseded values are not recommended for survey control.
 BN0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0738.See file dsdata.txt to determine how the superseded data were derived.
 BN0738
 BN0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU9359738965(NAD 83)
 BN0738_MARKER: DS = TRIANGULATION STATION DISK
 BN0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BN0738
 BN0738  HISTORY     - Date     Condition        Report By
 BN0738  HISTORY     - 1956     MONUMENTED       CGS
 BN0738  HISTORY     - 19930812 MARK NOT FOUND   USPSQD
 BN0738
 BN0738                          STATION DESCRIPTION
 BN0738
 BN0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WFD)
 BN0738'THE STATION IS ABOUT 13-1/4 MILES SOUTHWEST OF FREDERICKSBURG,
 BN0738'23 FEET EAST OF A TRIANGULAR-BLAZED 10-INCH TREE, 4 FEET NORTH
 BN0738'OF A 4 IN X 4 IN WHITE WITNESS POST, AND ON THE HIGHEST POINT OF
 BN0738'THE DIVIDE BETWEEN WHITE WOLF AND WOLF CREEKS ABOUT 1-3/4 MILES
 BN0738'NORTHWEST OF STATE HIGHWAY 16.
 BN0738'
 BN0738'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 290 AND
 BN0738'STATE HIGHWAY 16 IN FREDERICKSBURG, GO SOUTHWEST ON HIGHWAY
 BN0738'16 FOR 13.35 MILES TO A RANCH ROAD AND SIGN G.F. HENKE ON THE
 BN0738'LEFT, CONTINUE SOUTHWEST ON THE HIGHWAY FOR 0.25 MILE TO A
 BN0738'WOOD GATE ON THE RIGHT, TURN RIGHT, PASSING THROUGH THE GATE,
 BN0738'AND GO WESTERLY FOR 0.85 MILE TO A WOOD GATE, PASS THROUGH THE
 BN0738'GATE AND CONTINUE ON A TRACK ROAD FOR 0.8 MILE TO AN ABANDONED
 BN0738'RANCH HOME ON THE RIGHT, CONTINUE WESTERLY FOR 0.2 MILE TO A
 BN0738'GATE, PASS THROUGH THE GATE AND CONTINUE FOR 0.75 MILE TO A
 BN0738'REVERSE FORK ON THE RIGHT, CONTINUE FOR 0.25 MILE TO THE
 BN0738'AZIMUTH MARK ON THE LEFT AS DESCRIBED, TURN RIGHT, LEAVING THE
 BN0738'TRACK ROAD, AND GO NORTH FOR 0.2 MILE TO TOP OF HILL, TURN
 BN0738'RIGHT AND GO EAST FOR 0.05 MILE TO THE STATION.
 BN0738'
 BN0738'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 BN0738'KOTT 1956.
 BN0738'
 BN0738'REFERENCE MARK 1 IS 65 FEET SOUTH OF THE BLAZED TREE.  THE MARK
 BN0738'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED KOTT NO 1 1956.
 BN0738'
 BN0738'REFERENCE MARK 2 IS 33 FEET NORTHWEST OF THE BLAZED TREE.  THE
 BN0738'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED KOTT
 BN0738'NO 2 1956.
 BN0738'
 BN0738'THE AZIMUTH MARK IS 135 FEET SOUTHWEST OF THE CENTER OF THE
 BN0738'TRACK ROAD AND 4 FEET NORTH OF A 4 IN X 4 IN WHITE WITNESS POST.
 BN0738'THE MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED KOTT 1956.
 BN0738'
 BN0738'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 BN0738
 BN0738                          STATION RECOVERY (1993)
 BN0738
 BN0738'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2104 ***********************************************************************
 BL2104  DESIGNATION -  KOUNTZE
 BL2104  PID         -  BL2104
 BL2104  STATE/COUNTY-  TX/HARDIN
 BL2104  USGS QUAD   -  KOUNTZE SW (1984)
 BL2104
 BL2104                         *CURRENT SURVEY CONTROL
 BL2104  ___________________________________________________________________
 BL2104* NAD 83(1993)-  30 19 58.09309(N)    094 23 51.65722(W)     ADJUSTED  
 BL2104* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 BL2104  ___________________________________________________________________
 BL2104  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BL2104  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2104
 BL2104  HORZ ORDER  -  FIRST
 BL2104
 BL2104.The horizontal coordinates were established by classical geodetic methods
 BL2104.and adjusted by the National Geodetic Survey in February 1996..
 BL2104
 BL2104.The orthometric height was scaled from a topographic map.
 BL2104
 BL2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2104
 BL2104.The geoid height was determined by GEOID03.
 BL2104
 BL2104;                    North         East     Units Scale Factor Converg.
 BL2104;SPC TX C     - 3,089,069.560 1,270,488.543   MT  0.99994933   +3 03 26.0
 BL2104;SPC TX C     -10,134,722.38  4,168,261.16   sFT  0.99994933   +3 03 26.0
 BL2104;UTM  15      - 3,356,491.346   365,642.242   MT  0.99982271   -0 42 21.5
 BL2104
 BL2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2104!SPC TX C     -   1.00000072  x   0.99994933  =   0.99995005
 BL2104!UTM  15      -   1.00000072  x   0.99982271  =   0.99982343
 BL2104
 BL2104:                Primary Azimuth Mark                     Grid Az
 BL2104:SPC TX C     -  KOUNTZE MUNICIPAL TANK                   058 13 23.0
 BL2104:UTM  15      -  KOUNTZE MUNICIPAL TANK                   061 59 10.5
 BL2104
 BL2104|---------------------------------------------------------------------|
 BL2104| PID    Reference Object                     Distance      Geod. Az  |
 BL2104|                                                           dddmmss.s |
 BL2104| BL2100 KOUNTZE MUNICIPAL TANK              APPROX. 9.4 KM 0611649.0 |
 BL2104| BL2103 KOUNTZE COURTHOUSE SPIRE            APPROX. 8.8 KM 0633019.5 |
 BL2104| CV7837 KOUNTZE AZ MK                                      0790858.4 |
 BL2104| BL2102 KOUNTZE TEXAS FOREST SERV LOT       APPROX. 2.6 KM 0810837.4 |
 BL2104| CV7838 KOUNTZE RM 1                         49.240 METERS 12431     |
 BL2104| CV7840 KOUNTZE RM 3                         31.076 METERS 19438     |
 BL2104| CV7839 KOUNTZE RM 2                                       21229     |
 BL2104|---------------------------------------------------------------------|
 BL2104
 BL2104                          SUPERSEDED SURVEY CONTROL
 BL2104
 BL2104  NAD 83(1993)-  30 19 58.10166(N)    094 23 51.65051(W) AD(       ) 1
 BL2104  NAD 83(1986)-  30 19 58.11141(N)    094 23 51.64319(W) AD(       ) 1
 BL2104  NAD 27      -  30 19 57.36200(N)    094 23 50.94800(W) AD(       ) 1
 BL2104
 BL2104.Superseded values are not recommended for survey control.
 BL2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2104.See file dsdata.txt to determine how the superseded data were derived.
 BL2104
 BL2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6564256491(NAD 83)
 BL2104_MARKER: DS = TRIANGULATION STATION DISK
 BL2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2104
 BL2104  HISTORY     - Date     Condition        Report By
 BL2104  HISTORY     - 1931     MONUMENTED       CGS
 BL2104  HISTORY     - 1952     GOOD             CGS
 BL2104
 BL2104                          STATION DESCRIPTION
 BL2104
 BL2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (PAS)
 BL2104'SIX MILES, BY ROAD, SW OF KOUNTZE, ON THE ROAD THAT LEADS W
 BL2104'FROM N OF THE COURTHOUSE, TAKING THE RIGHT-HAND FORK AT
 BL2104'DISTANCE OF 2.7 MILES.
 BL2104'
 BL2104'STATION IS 30.2 METERS (99 FEET) N OF HIGHWAY AT W END OF LONG
 BL2104'TANGENT BROKEN BY S CURVE TO S AND W, 200 METERS (656 FEET)
 BL2104'W OF E FORK AND 150 METERS (492 FEET) E OF W FORK OF TRAMWAY,
 BL2104'ABOUT 200 METERS (656 FEET) NE BY E OF MR. BEAUMONTS HOUSE,
 BL2104'ON LAND BELONGING TO THE NONA LUMBER COMPANY, 8.1 METERS
 BL2104'(27 FEET) S OF BLAZED 12-INCH PINE TREE, AND 18.0 METERS (59
 BL2104'FEET) NE OF 8-INCH BLAZED PINE TREE.
 BL2104'
 BL2104'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BL2104'DISKS SET IN CONCRETE.
 BL2104'
 BL2104'REFERENCE MARK NO. 1 IS 5 METERS (16 FEET) S OF HIGHWAY, AND
 BL2104'49.27 METERS (161.6 FEET) FROM STATION S 55 DEG 30 MIN E.
 BL2104'
 BL2104'REFERENCE MARK NO. 2 IS 6 METERS (20 FEET) S OF HIGHWAY, 15
 BL2104'METERS (49 FEET) E OF TRAMWAY, AND ABOUT 135 METERS (443 FEET)
 BL2104'FROM STATION S 31 DEG 29 MIN W.
 BL2104
 BL2104                          STATION RECOVERY (1952)
 BL2104
 BL2104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2104'THE STATION MARK AND REFERENCE MARK NO. 1 WAS RECOVERED AND
 BL2104'FOUND IN VERY GOOD CONDITION.  REFERENCE MARK NO. 3 AND A
 BL2104'NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 BL2104'FOLLOWS--
 BL2104'
 BL2104'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF KOUNTZE,
 BL2104'ABOUT 5 MILES SOUTHEAST OF HONEY ISLAND, 204 FEET NORTHWEST OF
 BL2104'THE CENTER OF FARM ROAD 770, 96 FEET NORTH OF AN EAST-WEST
 BL2104'FENCE LINE AND 19 FEET SOUTH OF A PINE TREE WITH A TRIANGLE
 BL2104'BLAZE.  IT PROJECTS 7 INCHES AND IS STAMPED KOUNTZE 1931.
 BL2104'
 BL2104'REFERENCE MARK NO. 1 IS 63 FEET NORTHWEST OF THE CENTER OF
 BL2104'FARM ROAD 770, 45 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 26
 BL2104'FEET SOUTH OF THE CENTER OF A TRACK ROAD.  IT PROJECTS 4 INCHES
 BL2104'AND IS STAMPED KOUNTZE NO 1 1931.
 BL2104'
 BL2104'REFERENCE MARK NO. 3 IS 120 FEET NORTHWEST OF FARM ROAD 770,
 BL2104'18 FEET NORTH OF THE CENTER OF A TRACK ROAD, 5 FEET WEST OF A
 BL2104'WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT
 BL2104'PROJECTS 3 INCHES AND IS STAMPED KOUNTZE NO 3 1931.
 BL2104'
 BL2104'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 3 IS 159.10 FEET.
 BL2104'
 BL2104'THE AZIMUTH MARK IS 55 FEET SOUTH OF THE CENTER OF FARM ROAD
 BL2104'770, 1.6 FEET NORTH OF AN EAST-WEST FENCE LINE AND 1.5 FEET
 BL2104'NORTHWEST OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED
 BL2104'KOUNTZE 1931 RESET 1952.
 BL2104'
 BL2104'TO REACH THE STATION FROM THE POST OFFICE IN HONEY ISLAND GO
 BL2104'SOUTHEASTERLY ON MACADAM ROAD FOR 0.3 MILE TO THE JUNCTION
 BL2104'WITH FARM ROAD 1003, CONTINUE STRAIGHT AND FOLLOW FARM ROAD
 BL2104'1003 SOUTHERLY FOR 4.4 MILES TO THE JUNCTION WITH FARM ROAD
 BL2104'770, TURN LEFT AND FOLLOW FARM ROAD 770 EASTERLY FOR 1.3 MILES
 BL2104'TO THE STATION ON THE LEFT AS DESCRIBED.
 BL2104'
 BL2104'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON FARM ROAD
 BL2104'770 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2100 ***********************************************************************
 BL2100  DESIGNATION -  KOUNTZE MUNICIPAL TANK
 BL2100  PID         -  BL2100
 BL2100  STATE/COUNTY-  TX/HARDIN
 BL2100  USGS QUAD   -  KOUNTZE SOUTH (1984)
 BL2100
 BL2100                         *CURRENT SURVEY CONTROL
 BL2100  ___________________________________________________________________
 BL2100* NAD 83(1993)-  30 22 23.99088(N)    094 18 44.35768(W)     ADJUSTED  
 BL2100* NAVD 88     -                                                        
 BL2100  ___________________________________________________________________
 BL2100  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BL2100  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL2100
 BL2100  HORZ ORDER  -  THIRD
 BL2100
 BL2100.The horizontal coordinates were established by classical geodetic methods
 BL2100.and adjusted by the National Geodetic Survey in February 1996..
 BL2100
 BL2100
 BL2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2100
 BL2100.The geoid height was determined by GEOID03.
 BL2100
 BL2100;                    North         East     Units Scale Factor Converg.
 BL2100;SPC TX C     - 3,093,996.422 1,278,441.777   MT  0.99994139   +3 06 04.2
 BL2100;SPC TX C     -10,150,886.59  4,194,354.40   sFT  0.99994139   +3 06 04.2
 BL2100;UTM  15      - 3,360,884.876   373,900.630   MT  0.99979617   -0 39 49.1
 BL2100
 BL2100                          SUPERSEDED SURVEY CONTROL
 BL2100
 BL2100  NAD 83(1993)-  30 22 23.99904(N)    094 18 44.34685(W) AD(       ) 4
 BL2100  NAD 83(1986)-  30 22 24.00980(N)    094 18 44.34448(W) AD(       ) 4
 BL2100  NAD 27      -  30 22 23.25800(N)    094 18 43.66200(W) AD(       ) 3
 BL2100
 BL2100.Superseded values are not recommended for survey control.
 BL2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2100.See file dsdata.txt to determine how the superseded data were derived.
 BL2100
 BL2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP7390160885(NAD 83)
 BL2100_MARKER: 53 = ELEVATED TANK
 BL2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL2100+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 BL2100
 BL2100  HISTORY     - Date     Condition        Report By
 BL2100  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2100  HISTORY     - 1984     GOOD             USPSQD
 BL2100  HISTORY     - 1988     GOOD             USPSQD
 BL2100  HISTORY     - 19950904 GOOD             USPSQD
 BL2100  HISTORY     - 20030707 GOOD             USPSQD
 BL2100  HISTORY     - 20040712 GOOD             USPSQD
 BL2100
 BL2100                          STATION DESCRIPTION
 BL2100
 BL2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2100'THE STATION IS LOCATED NEAR THE CENTER OF KOUNTZE, 1 BLOCK
 BL2100'EAST OF U.S. HIGHWAYS NO. 69 AND 287 AND STATE ROUTE NO. 326
 BL2100'AND 50.0 FEET EAST OF THE CENTER OF A GRADED STREET.  IT
 BL2100'IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER,
 BL2100'HAS A CONICAL ROOF WITH A BALL AT THE APEX AND AN OVER-ALL
 BL2100'HEIGHT OF 120.0 FEET.
 BL2100'
 BL2100'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 BL2100
 BL2100                          STATION RECOVERY (1984)
 BL2100
 BL2100'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWK)
 BL2100'STATION RECOVERED GOOD.
 BL2100'TANK STILL STANDS WITH THE WORD KOUNTZE PAINTED IN BLACK LETTERS.
 BL2100'
 BL2100'THE CITY HAS ADDED A SECOND WATER TANK, 3 BLOCKS WEST OF THE
 BL2100'FIRST APPROX. SAME HEIGHT AND IT ALSO HAS KOUNTZE
 BL2100'IN BLACK LETTERS ON IT.
 BL2100
 BL2100                          STATION RECOVERY (1988)
 BL2100
 BL2100'RECOVERY NOTE BY US POWER SQUADRON 1988 (RWK)
 BL2100'RECOVERED IN GOOD CONDITION.
 BL2100
 BL2100                          STATION RECOVERY (1995)
 BL2100
 BL2100'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL2100'RECOVERED IN GOOD CONDITION.
 BL2100
 BL2100                          STATION RECOVERY (2003)
 BL2100
 BL2100'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 BL2100'RECOVERED IN GOOD CONDITION.
 BL2100
 BL2100                          STATION RECOVERY (2004)
 BL2100
 BL2100'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL2100'RECOVERED AS DESCRIBED.  THE TANK IS A FOUR LEGGED STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2102 ***********************************************************************
 BL2102  DESIGNATION -  KOUNTZE TEXAS FOREST SERV LOT
 BL2102  PID         -  BL2102
 BL2102  STATE/COUNTY-  TX/HARDIN
 BL2102  USGS QUAD   -  KOUNTZE SOUTH (1984)
 BL2102
 BL2102                         *CURRENT SURVEY CONTROL
 BL2102  ___________________________________________________________________
 BL2102* NAD 83(1993)-  30 20 10.96138(N)    094 22 16.37400(W)     ADJUSTED  
 BL2102* NAVD 88     -                                                        
 BL2102  ___________________________________________________________________
 BL2102  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BL2102  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BL2102
 BL2102  HORZ ORDER  -  THIRD
 BL2102
 BL2102.The horizontal coordinates were established by classical geodetic methods
 BL2102.and adjusted by the National Geodetic Survey in February 1996..
 BL2102
 BL2102
 BL2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2102
 BL2102.The geoid height was determined by GEOID03.
 BL2102
 BL2102;                    North         East     Units Scale Factor Converg.
 BL2102;SPC TX C     - 3,089,601.274 1,273,008.741   MT  0.99994861   +3 04 15.0
 BL2102;SPC TX C     -10,136,466.85  4,176,529.51   sFT  0.99994861   +3 04 15.0
 BL2102;UTM  15      - 3,356,856.451   368,191.572   MT  0.99981433   -0 41 33.6
 BL2102
 BL2102                          SUPERSEDED SURVEY CONTROL
 BL2102
 BL2102  NAD 83(1993)-  30 20 10.96963(N)    094 22 16.36575(W) AD(       ) 4
 BL2102  NAD 83(1986)-  30 20 10.97987(N)    094 22 16.36015(W) AD(       ) 4
 BL2102  NAD 27      -  30 20 10.23000(N)    094 22 15.67000(W) AD(       ) 3
 BL2102
 BL2102.Superseded values are not recommended for survey control.
 BL2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2102.See file dsdata.txt to determine how the superseded data were derived.
 BL2102
 BL2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP6819256856(NAD 83)
 BL2102_MARKER: 57 = LOOKOUT TOWER
 BL2102
 BL2102  HISTORY     - Date     Condition        Report By
 BL2102  HISTORY     - 1952     FIRST OBSERVED   CGS
 BL2102  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 BL2102  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BL2102
 BL2102                          STATION DESCRIPTION
 BL2102
 BL2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2102'THE STATION IS LOCATED ABOUT 4.0 MILES WEST-SOUTHWEST OF KOUNTZE
 BL2102'ON STATE OWNED PROPERTY.  IT IS LOCATED ABOUT 0.1 MILE SOUTH
 BL2102'OF FARM ROAD NO. 770 IN A SMALL GROVE OF PINE TREES.  IT IS
 BL2102'A FOUR LEGGED STEEL STRUCTURE SUPPORTING A 7 FOOT BY 7 FOOT
 BL2102'SQUARE OBSERVATION CAGE WITH A PYRAMIDAL ROOF.  IT HAS AN
 BL2102'OVER-ALL HEIGHT OF 100.0 FEET.
 BL2102'
 BL2102'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE ROOF.
 BL2102'
 BL2102'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KOUNTZE, GO
 BL2102'EAST ONE BLOCK TO U.S. HIGHWAYS NO. 69 AND 287 AND STATE ROUTE
 BL2102'NO. 326.  HERE TURN RIGHT AND GO SOUTHERLY ON U.S. HIGHWAYS
 BL2102'NO. 69 AND 287 AND STATE ROUTE NO. 326 FOR 0.45 MILE TO WHERE
 BL2102'STATE ROUTE NO. 326 TURNS RIGHT, TURN RIGHT AND GO WEST AND
 BL2102'SOUTHWEST ON STATE ROUTE NO. 326 FOR 2.7 MILES TO THE JUNCTION
 BL2102'WITH FARM ROAD NO. 770 ON THE RIGHT, TURN RIGHT AND GO WESTERLY
 BL2102'ON FARM ROAD NO. 770 FOR 1.7 MILES TO A T ROAD LEFT LEADING
 BL2102'INTO THE LOOKOUT TOWER, TURN LEFT AND GO SOUTHERLY ON A
 BL2102'GRADED DIRT ROAD FOR 0.1 MILE AND THE STATION ON THE LEFT AS
 BL2102'DESCRIBED.
 BL2102
 BL2102                          STATION RECOVERY (1984)
 BL2102
 BL2102'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWK)
 BL2102'STATION DESTROYED.
 BL2102'
 BL2102'LOOKOUT TOWER NO LONGER EXISTS.
 BL2102'
 BL2102'ACCORDING TO MR. HERMAN HART AND MR. GENE RYAN, TEXAS FOREST SERVICE
 BL2102'EMPLOYEES, KOUNTZE, TEXAS.  THE TEXAS FOREST SERVICE LOOKOUT
 BL2102'TOWER WAS TORN DOWN DURING 1980.  THIS PARTY HAVING LIVED IN AREA
 BL2102'NEARLY ALL HIS LIFE HAS PERSONAL KNOWLEDGE THAT THE LOOKOUT TOWER
 BL2102'NO LONGER EXISTS.
 BL2102
 BL2102                          STATION RECOVERY (2004)
 BL2102
 BL2102'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL2102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2685 ***********************************************************************
 AW2685  DESIGNATION -  KP 8
 AW2685  PID         -  AW2685
 AW2685  STATE/COUNTY-  TX/GALVESTON
 AW2685  USGS QUAD   -  TEXAS CITY (1994)
 AW2685
 AW2685                         *CURRENT SURVEY CONTROL
 AW2685  ___________________________________________________________________
 AW2685* NAD 83(1986)-  29 24 08.     (N)    094 53 59.     (W)     SCALED    
 AW2685* NAVD 88     -         1.86   (+/-2cm)       6.1    (feet)  VERTCON   
 AW2685  ___________________________________________________________________
 AW2685  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW2685
 AW2685  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2685
 AW2685.The horizontal coordinates were scaled from a topographic map and have
 AW2685.an estimated accuracy of +/- 6 seconds.
 AW2685
 AW2685.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2685.The vertical order pertains to the NGVD 29 superseded value.
 AW2685
 AW2685.The geoid height was determined by GEOID03.
 AW2685
 AW2685;                    North         East    Units  Estimated Accuracy
 AW2685;SPC TXSC     - 4,180,850.      997,830.      MT  (+/- 180 meters Scaled)
 AW2685
 AW2685                          SUPERSEDED SURVEY CONTROL
 AW2685
 AW2685  NGVD 29 (??/??/92)    1.861  (m)            6.11   (f) ADJ UNCH    1 2
 AW2685
 AW2685.Superseded values are not recommended for survey control.
 AW2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2685.See file dsdata.txt to determine how the superseded data were derived.
 AW2685
 AW2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN156540(NAD 83)
 AW2685_MARKER: Z = SEE DESCRIPTION
 AW2685_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW2685_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW2685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2685
 AW2685  HISTORY     - Date     Condition        Report By
 AW2685  HISTORY     - UNK      MONUMENTED       USE
 AW2685  HISTORY     - 1936     GOOD             NGS
 AW2685  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW2685  HISTORY     - 20040129 MARK NOT FOUND   USPSQD
 AW2685
 AW2685                          STATION DESCRIPTION
 AW2685
 AW2685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 AW2685'1.1 MI NE FROM TEXAS CITY.
 AW2685'TO REACH FROM TEXAS CITY HALL, GO NORTH ALONG STATE HIGHWAY 146 0.8
 AW2685'MILE.  THENCE TURN EAST AND GO 0.3 MILE TO THE MARK.  BENCH MARK IS 42
 AW2685'FEET NORTH OF THE CENTER LINE OF THE ROAD.  THERE ARE TWO MARKS, THE
 AW2685'TOP OF THE BRASS PLUG 18 INCHES UNDER GROUND AND THE TOP OF THE CAP OF
 AW2685'4 INCH PIPE OVER BRASS PLUG.  THIS MARK IS KILOMETER POINT 8 OF AN OLD
 AW2685'CORPS OF ENGINEERS BASE LINE.
 AW2685
 AW2685                          STATION RECOVERY (1999)
 AW2685
 AW2685'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW2685'MARK NOT FOUND.
 AW2685
 AW2685                          STATION RECOVERY (2004)
 AW2685
 AW2685'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0833 ***********************************************************************
 CB0833  DESIGNATION -  KPEP RADIO MAST SEC
 CB0833  PID         -  CB0833
 CB0833  STATE/COUNTY-  TX/TOM GREEN
 CB0833  USGS QUAD   -  SAN ANGELO NORTH (1978)
 CB0833
 CB0833                         *CURRENT SURVEY CONTROL
 CB0833  ___________________________________________________________________
 CB0833* NAD 83(1993)-  31 30 08.95585(N)    100 27 58.89672(W)     ADJUSTED  
 CB0833* NAVD 88     -                                                        
 CB0833  ___________________________________________________________________
 CB0833  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 CB0833  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CB0833
 CB0833  HORZ ORDER  -  THIRD
 CB0833
 CB0833.The horizontal coordinates were established by classical geodetic methods
 CB0833.and adjusted by the National Geodetic Survey in February 1996..
 CB0833
 CB0833
 CB0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0833
 CB0833.The geoid height was determined by GEOID03.
 CB0833
 CB0833;                    North         East     Units Scale Factor Converg.
 CB0833;SPC TX C     - 3,203,520.991   687,363.489   MT  0.99991986   -0 04 06.7
 CB0833;SPC TX C     -10,510,218.45  2,255,125.05   sFT  0.99991986   -0 04 06.7
 CB0833;UTM  14      - 3,486,223.638   360,744.833   MT  0.99983918   -0 45 58.9
 CB0833
 CB0833                          SUPERSEDED SURVEY CONTROL
 CB0833
 CB0833  NAD 83(1986)-  31 30 08.96253(N)    100 27 58.88220(W) AD(       ) 4
 CB0833  NAD 27      -  31 30 08.38406(N)    100 27 57.54056(W) AD(       ) 3
 CB0833
 CB0833.Superseded values are not recommended for survey control.
 CB0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0833.See file dsdata.txt to determine how the superseded data were derived.
 CB0833
 CB0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6074586224(NAD 83)
 CB0833_MARKER: 42 = RADIO/TV MAST
 CB0833
 CB0833  HISTORY     - Date     Condition        Report By
 CB0833  HISTORY     - 1956     FIRST OBSERVED   USGS
 CB0833  HISTORY     - 20031127 MARK NOT FOUND   USPSQD
 CB0833
 CB0833                          STATION DESCRIPTION
 CB0833
 CB0833'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0833'AN INTERSECTION STATION LOCATED IN THE NW. PART OF SAN ANGELO, ABOUT
 CB0833'1000 FT. W. OF U.S. HIGHWAY 87 AND 1000 FT. S. OF WEST 44TH ST.,
 CB0833'IN A PASTURE, AND DUE W. OF THE ROCKET DRIVE-IN THEATER.
 CB0833'
 CB0833'STATION MARK--A SLENDER STEEL MAST PAINTED IN ALTERNATE RED AND WHITE
 CB0833'BANDS.
 CB0833
 CB0833                          STATION RECOVERY (2003)
 CB0833
 CB0833'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0848 ***********************************************************************
 EN0848  DESIGNATION -  KRESS
 EN0848  PID         -  EN0848
 EN0848  STATE/COUNTY-  TX/SWISHER
 EN0848  USGS QUAD   -  CLAYTONVILLE NW (1969)
 EN0848
 EN0848                         *CURRENT SURVEY CONTROL
 EN0848  ___________________________________________________________________
 EN0848* NAD 83(1993)-  34 23 01.49814(N)    101 40 50.97746(W)     ADJUSTED  
 EN0848* NAVD 88     -      1046.5    (meters)    3433.     (feet)  VERTCON   
 EN0848  ___________________________________________________________________
 EN0848  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 EN0848  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 EN0848
 EN0848  HORZ ORDER  -  FIRST
 EN0848
 EN0848.The horizontal coordinates were established by classical geodetic methods
 EN0848.and adjusted by the National Geodetic Survey in February 1996..
 EN0848
 EN0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0848
 EN0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0848
 EN0848.The geoid height was determined by GEOID03.
 EN0848
 EN0848;                    North         East     Units Scale Factor Converg.
 EN0848;SPC TX N     - 1,042,588.888   183,368.633   MT  1.00007235   -0 06 17.3
 EN0848;SPC TX N     - 3,420,560.38    601,601.92   sFT  1.00007235   -0 06 17.3
 EN0848;SPC TXNC     - 2,305,756.738   307,470.853   MT  1.00014306   -1 44 05.3
 EN0848;SPC TXNC     - 7,564,803.56  1,008,760.62   sFT  1.00014306   -1 44 05.3
 EN0848;UTM  14      - 3,807,964.567   253,517.425   MT  1.00034893   -1 30 53.0
 EN0848
 EN0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EN0848!SPC TX N     -   0.99983989  x   1.00007235  =   0.99991223
 EN0848!SPC TXNC     -   0.99983989  x   1.00014306  =   0.99998293
 EN0848!UTM  14      -   0.99983989  x   1.00034893  =   1.00018877
 EN0848
 EN0848|---------------------------------------------------------------------|
 EN0848| PID    Reference Object                     Distance      Geod. Az  |
 EN0848|                                                           dddmmss.s |
 EN0848| CJ7634 KRESS RM 3                           49.765 METERS 03317     |
 EN0848| CJ7632 KRESS RM 1                           42.108 METERS 07245     |
 EN0848| CJ7635 KRESS RM 4                           32.614 METERS 12307     |
 EN0848| CJ7633 KRESS RM 2 AZIMUTH                                 17547     |
 EN0848| CJ7631 KRESS AZ MK                                        1770724.6 |
 EN0848| EN0857 PLAINVIEW MUNICIPAL TANK            APPROX.21.9 KM 1845056.6 |
 EN0848| EN0861 PLAINVIEW NORTH MUNICIPAL TANK      APPROX.21.0 KM 1861948.8 |
 EN0848| EN0862 PLAINVIEW PRODUCERS CO ELEV         APPROX.16.3 KM 1880902.9 |
 EN0848| EN0865 PLAINVIEW WEST MUNICIPAL TANK       APPROX.21.7 KM 1912500.6 |
 EN0848| CJ7636 KRESS FACTORY STACK                                2501243.2 |
 EN0848| EN0847 KRESS MUNICIPAL TANK                APPROX. 6.6 KM 2522021.5 |
 EN0848| EN0846 KRESS FARMERS ELEVATOR              APPROX. 6.4 KM 2541305.9 |
 EN0848| EN0907 TULIA RAD STA KTUE MST              APPROX.18.4 KM 3293300.6 |
 EN0848| EN0901 TULIA SWISHER CO CTHSE CUPOLA       APPROX.18.6 KM 3354909.1 |
 EN0848| EN0903 TULIA MUNICIPAL TANK                APPROX.18.9 KM 3355114.8 |
 EN0848| EN0904 TULIA NORTH MUNICIPAL TANK          APPROX.19.2 KM 3372303.7 |
 EN0848|---------------------------------------------------------------------|
 EN0848
 EN0848                          SUPERSEDED SURVEY CONTROL
 EN0848
 EN0848  NAD 83(1993)-  34 23 01.50386(N)    101 40 50.97278(W) AD(       ) 1
 EN0848  NAD 83(1986)-  34 23 01.50438(N)    101 40 50.97179(W) AD(       ) 1
 EN0848  NAD 27      -  34 23 01.26900(N)    101 40 49.32600(W) AD(       ) 1
 EN0848  NGVD 29 (07/19/86) 1046.1    (m)         3432.     (f) VERT ANG       
 EN0848
 EN0848.Superseded values are not recommended for survey control.
 EN0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0848.See file dsdata.txt to determine how the superseded data were derived.
 EN0848
 EN0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD5351707965(NAD 83)
 EN0848_MARKER: DS = TRIANGULATION STATION DISK
 EN0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0848
 EN0848  HISTORY     - Date     Condition        Report By
 EN0848  HISTORY     - 1931     MONUMENTED       CGS
 EN0848  HISTORY     - 1959     GOOD             CGS
 EN0848  HISTORY     - 1964     GOOD             CGS
 EN0848
 EN0848                          STATION DESCRIPTION
 EN0848
 EN0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 EN0848'FOUR MILES E AND 1 MILE N OF THE VILLAGE OF KRESS, ON THE
 EN0848'HIGHEST POINT OF A PASTURED RIDGE, ON LAND OWNED BY THE TEXAS
 EN0848'LAND DEVELOPMENT COMPANY, AND LEASED BY MR. ALFRED BERNAR.
 EN0848'STATION IS ABOUT 200 METERS (656 FEET) NW OF HOUSE, 94 FEET W OF
 EN0848'FENCE LINE, AND 113 FEET W OF CENTER OF ROAD.  TO REACH STATION
 EN0848'FROM KRESS, GO OUT OF TOWN ON ROAD DUE E FROM THE RAILROAD
 EN0848'DEPOT 0.4 MILE TO T-INTERSECTION.  TURN LEFT (N) AND GO 0.2
 EN0848'MILE.  TURN RIGHT (E) ONTO ROAD WITH TRANSMISSION LINE
 EN0848'ALONGSIDE AND GO 2.0 MILES.  THEN TURN LEFT (N) WITH
 EN0848'MAIN-TRAVELED ROAD AND GO 0.5 MILE.  THEN TO RIGHT (E) FOR
 EN0848'1.5 MILES.  HERE TURN LEFT (N) OVER BOARD CULVERT AND GO 0.6
 EN0848'MILE TO HIGHEST POINT ON RIDGE JUST N OF HOUSE ON E SIDE OF
 EN0848'ROAD, AND STATION SITE.
 EN0848'
 EN0848'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 EN0848'SET IN CONCRETE.
 EN0848'
 EN0848'SURFACE MARK PROJECTS 1 INCH ABOVE GROUND.
 EN0848'
 EN0848'REFERENCE MARK NO. 1 IS 6 INCHES BELOW SURFACE OF GROUND,
 EN0848'ABOUT 175 METERS (574 FEET) N OF HOUSE, 1 FOOT E OF FENCE LINE,
 EN0848'21 FEET E OF CENTER OF ROAD, AND 138.15 FEET FROM STATION
 EN0848'N 72 DEG 45 MIN E.
 EN0848'
 EN0848'REFERENCE MARK NO. 2 IS FLUSH WITH GROUND, IN SE CORNER OF
 EN0848'FIELD, 0.9 FOOT W OF FENCE LINE, 21 FEET W OF CENTER OF ROAD,
 EN0848'AND 0.3 MILE FROM STATION.
 EN0848'
 EN0848'OTHER BEARINGS FROM STATION ARE--PLAINVIEW, MUNICIPAL WATER TANK,
 EN0848'FINIAL, S 04 DEG 51 MIN W.  KRESS, STACK ON FACTORY,
 EN0848'S 70 DEG 12 MIN W.  TULIA SWISHER COUNTY COURTHOUSE, CUPOLA, FINIAL,
 EN0848'N 24 DEG 11 MIN W.  TULIA, MUNICIPAL WATER TANK, N 24 DEG 09 MIN W.
 EN0848
 EN0848                          STATION RECOVERY (1959)
 EN0848
 EN0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HDW)
 EN0848'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DIRECTIONS
 EN0848'FOR PROCEEDING TO STATION SITE ARE CORRECT.
 EN0848
 EN0848                          STATION RECOVERY (1964)
 EN0848
 EN0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0848'THE STATION MARK WAS RECOVERED.  REFERENCE MARKS 1 AND 2 WERE NOT
 EN0848'RECOVERED.  TWO REFERENCE MARKS AND AN AZIMUTH MARK WAS ESTABLISHED.
 EN0848'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 EN0848'
 EN0848'THE STATION IS ABOUT 11-1/2 MILES SOUTH-SOUTHEAST OF TULIA, 4 MILES
 EN0848'EAST-NORTHEAST OF KRESS, ON THE SUMMIT OF A LOW AND BARE NORTH-SOUTH
 EN0848'RIDGE, WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND
 EN0848'OWNED BY BEN TYE.
 EN0848'
 EN0848'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87 AND FARM
 EN0848'ROAD 145 IN KRESS, GO EAST ON FARM ROAD 145 IN KRESS, GO EAST ON
 EN0848'FARM ROAD 145 FOR 3.65 MILES TO BEN TYES HOUSE ON THE LEFT.
 EN0848'CONTINUE EAST FOR 0.05 MILE TO A CATTLE GUARD ON THE LEFT.  (TO
 EN0848'REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EAST ON THE FARM
 EN0848'ROAD FOR 0.55 MILE TO A GRADED ROAD ON THE LEFT, TURN LEFT AND GO
 EN0848'NORTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN LEFT,
 EN0848'CROSS THE CATTLE GUARD AND GO NORTH FOR 0.2 MILE TO A GATE AT THE
 EN0848'WEST SIDE OF A FARM BUILDING.  PASS THROUGH THE GATE AND
 EN0848'CONTINUE NORTH FOR ABOUT 200 FEET TO A GATE ON THE RIGHT.  PASS
 EN0848'THROUGH THE GATE AND GO EAST ABOUT 200 FEET TO A GATE ON THE LEFT.
 EN0848'PASS THROUGH THE GATE AND GO NORTH ON A FENCED LANE FOR 0.35 MILE
 EN0848'TO THE END OF THE LANE.  TURN RIGHT AND GO EAST FOR 0.2 MILE TO A
 EN0848'FENCE CORNER.  CONTINUE EAST FOR 0.2 MILE TO ANOTHER FENCE CORNER.
 EN0848'CONTINUE EAST-SOUTHEAST, UP GRADE FOR 0.15 MILE TO THE HIGHEST
 EN0848'POINT AND THE STATION.
 EN0848'
 EN0848'THE STATION MARK IS A STANDARD DISK, STAMPED KRESS 1932, SET IN THE
 EN0848'TOP OF A 15 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 EN0848'IT IS 107.1 FEET NORTHWEST OF A WITNESS POST, 90.4 FEET WEST OF A
 EN0848'NORTH-SOUTH FENCE AND 111.1 FEET WEST OF THE CENTERLINE OF A
 EN0848'NORTH-SOUTH GRADED ROAD.
 EN0848'
 EN0848'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KRESS NO 3 1932, SET IN
 EN0848'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 EN0848'IS 22.5 FEET WEST OF THE CENTERLINE OF THE GRADED ROAD, 1.0 FEET
 EN0848'WEST OF THE FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 EN0848'
 EN0848'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED KRESS NO 4 1932, SET IN
 EN0848'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 EN0848'IS 2.0 FEET NORTH OF THE WITNESS POST, 22.6 FEET WEST OF THE
 EN0848'CENTERLINE OF THE ROAD, 1.0 FEET WEST OF THE FENCE AND AT ABOUT THE
 EN0848'SAME ELEVATION AS THE STATION.
 EN0848'
 EN0848'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KRESS 1932 1964, SET IN
 EN0848'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 EN0848'IS 2.4 FEET WEST OF A WITNESS POST, 2.5 FEET WEST OF A FENCE
 EN0848'CORNER, 28.4 FEET WEST OF THE CENTERLINE OF THE GRADED ROAD, 11.4
 EN0848'FEET NORTH OF THE CENTERLINE OF A FIELD ROAD AND 1.0 FEET NORTH OF
 EN0848'AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0846 ***********************************************************************
 EN0846  DESIGNATION -  KRESS FARMERS ELEVATOR
 EN0846  PID         -  EN0846
 EN0846  STATE/COUNTY-  TX/SWISHER
 EN0846  USGS QUAD   -  KRESS EAST (1969)
 EN0846
 EN0846                         *CURRENT SURVEY CONTROL
 EN0846  ___________________________________________________________________
 EN0846* NAD 83(1993)-  34 22 04.92235(N)    101 44 52.10237(W)     ADJUSTED  
 EN0846* NAVD 88     -                                                        
 EN0846  ___________________________________________________________________
 EN0846  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 EN0846  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EN0846
 EN0846  HORZ ORDER  -  THIRD
 EN0846
 EN0846.The horizontal coordinates were established by classical geodetic methods
 EN0846.and adjusted by the National Geodetic Survey in February 1996..
 EN0846
 EN0846
 EN0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0846
 EN0846.The geoid height was determined by GEOID03.
 EN0846
 EN0846;                    North         East     Units Scale Factor Converg.
 EN0846;SPC TX N     - 1,040,858.810   177,203.943   MT  1.00007728   -0 08 37.0
 EN0846;SPC TX N     - 3,414,884.28    581,376.60   sFT  1.00007728   -0 08 37.0
 EN0846;SPC TXNC     - 2,304,202.491   301,259.071   MT  1.00013670   -1 46 16.8
 EN0846;SPC TXNC     - 7,559,704.34    988,380.80   sFT  1.00013670   -1 46 16.8
 EN0846;UTM  14      - 3,806,386.149   247,310.234   MT  1.00038713   -1 33 07.1
 EN0846
 EN0846                          SUPERSEDED SURVEY CONTROL
 EN0846
 EN0846  NAD 83(1993)-  34 22 04.92841(N)    101 44 52.09678(W) AD(       ) 4
 EN0846  NAD 83(1986)-  34 22 04.92873(N)    101 44 52.09574(W) AD(       ) 4
 EN0846  NAD 27      -  34 22 04.69180(N)    101 44 50.44534(W) AD(       ) 3
 EN0846
 EN0846.Superseded values are not recommended for survey control.
 EN0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0846.See file dsdata.txt to determine how the superseded data were derived.
 EN0846
 EN0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4731006386(NAD 83)
 EN0846_MARKER: 65 = GRAIN ELEVATOR
 EN0846
 EN0846  HISTORY     - Date     Condition        Report By
 EN0846  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0846
 EN0846                          STATION DESCRIPTION
 EN0846
 EN0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0846'THE STATION IS THE CENTER OF THE TOP OF A 140 FOOT HIGH, CONCRETE
 EN0846'ELEVATOR, LOCATED IN THE NORTHEAST PART OF KRESS AND 200 YARDS
 EN0846'SOUTHEAST OF THE JUNCTION OF FARM ROAD 145 AND U. S. HIGHWAY 87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0847 ***********************************************************************
 EN0847  DESIGNATION -  KRESS MUNICIPAL TANK
 EN0847  PID         -  EN0847
 EN0847  STATE/COUNTY-  TX/SWISHER
 EN0847  USGS QUAD   -  KRESS EAST (1969)
 EN0847
 EN0847                         *CURRENT SURVEY CONTROL
 EN0847  ___________________________________________________________________
 EN0847* NAD 83(1993)-  34 21 56.15351(N)    101 44 58.21533(W)     ADJUSTED  
 EN0847* NAVD 88     -                                                        
 EN0847  ___________________________________________________________________
 EN0847  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 EN0847  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 EN0847
 EN0847  HORZ ORDER  -  THIRD
 EN0847
 EN0847.The horizontal coordinates were established by classical geodetic methods
 EN0847.and adjusted by the National Geodetic Survey in February 1996..
 EN0847
 EN0847
 EN0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 EN0847
 EN0847.The geoid height was determined by GEOID03.
 EN0847
 EN0847;                    North         East     Units Scale Factor Converg.
 EN0847;SPC TX N     - 1,040,588.983   177,047.055   MT  1.00007805   -0 08 40.5
 EN0847;SPC TX N     - 3,413,999.02    580,861.88   sFT  1.00007805   -0 08 40.5
 EN0847;SPC TXNC     - 2,303,937.214   301,094.573   MT  1.00013572   -1 46 20.1
 EN0847;SPC TXNC     - 7,558,834.01    987,841.11   sFT  1.00013572   -1 46 20.1
 EN0847;UTM  14      - 3,806,120.177   247,146.712   MT  1.00038815   -1 33 10.2
 EN0847
 EN0847                          SUPERSEDED SURVEY CONTROL
 EN0847
 EN0847  NAD 83(1993)-  34 21 56.15971(N)    101 44 58.21014(W) AD(       ) 4
 EN0847  NAD 83(1986)-  34 21 56.15993(N)    101 44 58.20871(W) AD(       ) 4
 EN0847  NAD 27      -  34 21 55.92228(N)    101 44 56.55880(W) AD(       ) 3
 EN0847
 EN0847.Superseded values are not recommended for survey control.
 EN0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0847.See file dsdata.txt to determine how the superseded data were derived.
 EN0847
 EN0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD4714706120(NAD 83)
 EN0847_MARKER: 53 = ELEVATED TANK
 EN0847
 EN0847  HISTORY     - Date     Condition        Report By
 EN0847  HISTORY     - 1964     FIRST OBSERVED   CGS
 EN0847
 EN0847                          STATION DESCRIPTION
 EN0847
 EN0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCC)
 EN0847'THE STATION IS THE CENTER OF THE TOP OF A 110 FOOT HIGH ELEVATED
 EN0847'TANK, LOCATED BETWEEN U. S. HIGHWAY 87 AND MAIN STREET, 150 FEET
 EN0847'NORTHEAST OF THE POST OFFICE IN KRESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0945 ***********************************************************************
 CD0945  DESIGNATION -  KROUSE
 CD0945  PID         -  CD0945
 CD0945  STATE/COUNTY-  TX/CULBERSON
 CD0945  USGS QUAD   -  EAST HUNTER CANYON (1970)
 CD0945
 CD0945                         *CURRENT SURVEY CONTROL
 CD0945  ___________________________________________________________________
 CD0945* NAD 83(1993)-  31 12 05.71783(N)    104 25 40.74526(W)     ADJUSTED  
 CD0945* NAVD 88     -      1724.7    (meters)    5658.     (feet)  VERTCON   
 CD0945  ___________________________________________________________________
 CD0945  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CD0945  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 CD0945
 CD0945  HORZ ORDER  -  FIRST
 CD0945
 CD0945.The horizontal coordinates were established by classical geodetic methods
 CD0945.and adjusted by the National Geodetic Survey in February 1996..
 CD0945
 CD0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 CD0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CD0945
 CD0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0945
 CD0945.The geoid height was determined by GEOID03.
 CD0945
 CD0945;                    North         East     Units Scale Factor Converg.
 CD0945;SPC TX C     - 3,177,334.686   309,900.274   MT  0.99988782   -2 06 32.4
 CD0945;SPC TX C     -10,424,305.55  1,016,731.15   sFT  0.99988782   -2 06 32.4
 CD0945;UTM  13      - 3,452,084.251   554,493.247   MT  0.99963663   +0 17 46.8
 CD0945
 CD0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0945!SPC TX C     -   0.99973275  x   0.99988782  =   0.99962060
 CD0945!UTM  13      -   0.99973275  x   0.99963663  =   0.99936948
 CD0945
 CD0945:                Primary Azimuth Mark                     Grid Az
 CD0945:SPC TX C     -  PINNACLE                                 006 42 27.3
 CD0945:UTM  13      -  PINNACLE                                 004 18 08.1
 CD0945
 CD0945|---------------------------------------------------------------------|
 CD0945| PID    Reference Object                     Distance      Geod. Az  |
 CD0945|                                                           dddmmss.s |
 CD0945| CD0919 PINNACLE                            APPROX.59.9 KM 0043554.9 |
 CD0945| CD0950 CONE                                APPROX.16.0 KM 0151259.0 |
 CD0945| CH8830 KROUSE RM 1                           7.310 METERS 11715     |
 CD0945| BP0943 BLACK MOUNTAIN                      APPROX.68.1 KM 1410740.0 |
 CD0945| BQ0412 HIGH OR SAWTOOTH MOUNTAIN           APPROX.60.4 KM 1613015.5 |
 CD0945| CD0943 BORACHO SECTION HOUSE               APPROX.14.3 KM 1645553.2 |
 CD0945| BQ0422 FLAT CONE SE BORACHO                APPROX.29.1 KM 1725321.1 |
 CD0945| CH8831 KROUSE RM 2                          16.908 METERS 19241     |
 CD0945| CH9725 KROUSE AZ MK                                       2451233.6 |
 CD0945| CD0946 KROUSE CAIRN                          4.160 METERS 24842     |
 CD0945| CH8829 KROUSE RM                             6.490 METERS 27513     |
 CD0945|---------------------------------------------------------------------|
 CD0945
 CD0945                          SUPERSEDED SURVEY CONTROL
 CD0945
 CD0945  NAD 83(1986)-  31 12 05.71898(N)    104 25 40.74267(W) AD(       ) 1
 CD0945  NAD 27      -  31 12 05.23900(N)    104 25 39.00700(W) AD(       ) 1
 CD0945  NGVD 29 (07/19/86) 1724.2    (m)         5657.     (f) VERT ANG       
 CD0945
 CD0945.Superseded values are not recommended for survey control.
 CD0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0945.See file dsdata.txt to determine how the superseded data were derived.
 CD0945
 CD0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ5449352084(NAD 83)
 CD0945_MARKER: Z = SEE DESCRIPTION
 CD0945_SETTING: 66 = SET IN ROCK OUTCROP
 CD0945_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CD0945
 CD0945  HISTORY     - Date     Condition        Report By
 CD0945  HISTORY     - 1909     MONUMENTED       CGS
 CD0945  HISTORY     - 1934     SEE DESCRIPTION  CGS
 CD0945  HISTORY     - 1937     GOOD             CGS
 CD0945  HISTORY     - 1943     GOOD             CGS
 CD0945  HISTORY     - 1970     GOOD             USGS
 CD0945
 CD0945                          STATION DESCRIPTION
 CD0945
 CD0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CD0945'THIS STATION IS NEAR THE U.S. GEOLOGICAL SURVEY STATION OF THE
 CD0945'SAME NAME.  IT IS 8-1/2 MILES N BY W FROM BORACHO, A STATION
 CD0945'ON THE TEXAS AND PACIFIC RAILWAY, AND ON THE HIGHEST PEAK
 CD0945'NEAR THE WESTERN END OF A VERY PROMINENT RIDGE WHICH IS ABOUT
 CD0945'7 MILES N OF THE RAILROAD AND PARALLEL TO IT.  THE STATION
 CD0945'IS ABOUT 1 MILE E OF THE KROUSE ZINC MINES.
 CD0945'
 CD0945'SURFACE MARK IS CAP STATION MARK SCREWED TO TOP OF 3-INCH
 CD0945'IRON PIPE.  UNDERGROUND MARK IS BRONZE STATION DISK
 CD0945'IN ROCK.  THE REFERENCE MARK, A CROSS CUT IN THE TOP
 CD0945'OF A ROCK FLUSH WITH THE GROUND, IS 6.49 METERS (21.3 FEET)
 CD0945'FROM THE STATION.
 CD0945'
 CD0945'STATION KROUSE (U.S.G.S. CAIRN) IS 4.16 METERS (13.6 FEET)
 CD0945'DISTANT S 68 DEG 42 MIN W.
 CD0945
 CD0945                          STATION RECOVERY (1937)
 CD0945
 CD0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (WM)
 CD0945'STATION RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 CD0945'CONDITION.  TWO NEW REFERENCE MARKS WERE FOUND THAT WERE
 CD0945'ESTABLISHED IN 1934.  FOLLOWING IS NEW DESCRIPTION--
 CD0945'
 CD0945'STATION IS NEAR THE U.S.G.S. CAIRN OF THE SAME NAME.  IT IS
 CD0945'8-1/2 MILES N BY W OF BORACHO, A STATION ON THE TEXAS AND
 CD0945'PACIFIC RAILROAD AND ON THE HIGHEST PEAK AT THE NW END OF A
 CD0945'PROMINENT RIDGE THAT IS ABOUT 7 MILES N OF THE RAILROAD AND
 CD0945'PARALLEL TO IT.
 CD0945'
 CD0945'STATION MARK WAS FOUND TO BE A BRONZE DISK SET IN A DRILL
 CD0945'HOLE IN ROCK INSTEAD OF AN IRON PIPE AS DESCRIBED.  IT IS
 CD0945'STAMPED KROUSE 1909.
 CD0945'
 CD0945'REFERENCE MARKS ARE STAMPED KROUSE 1934 NO 1 AND KROUSE 1934
 CD0945'NO 2 RESPECTIVELY.
 CD0945'
 CD0945'STATIONS WEST OR REYNOLDS CAN SERVE AS AZIMUTH MARKS.
 CD0945'
 CD0945'TO REACH FROM BORACHO, GO N ON A TRAIL ROAD FOR 0.45 MILE TO
 CD0945'A FORK.  THENCE TAKE RIGHT FORK AND CONTINUE N FOR 3.4 MILES
 CD0945'TO A FORK.  THENCE LEFT FOR 0.25 MILE TO A FORK AND A DIRT
 CD0945'TANK ON THE RIGHT.  THENCE TAKE A LEFT FORK AND GO W ON TRAIL
 CD0945'ROAD FOR 2.45 MILES TO A DIRT TANK ON THE LEFT.  THENCE CONTINUE
 CD0945'N ON TRAIL ROAD FOR 2.7 MILES TO A GATE IN E-W FENCE.  THENCE
 CD0945'CONTINUE N FOR 1.7 MILES TO WHERE A DIM ROAD COMES IN ON THE
 CD0945'RIGHT.  THENCE MAKE A U TURN TO THE RIGHT AND FOLLOW THIS
 CD0945'DIM ROAD SE AND E FOR 0.5 MILE TO THE BASE OF HILLS, AND
 CD0945'END OF TRUCK TRAVEL.  FROM HERE PACK NE UP TO THE TOP OF
 CD0945'RIDGE.  FROM HERE STATION CAN BE SEEN ABOUT 1-1/4 MILES E.
 CD0945'HEAD TOWARDS STATION, KEEPING TO HIGH GROUND.  ABOUT A
 CD0945'3/4-HOUR PACK.
 CD0945
 CD0945                          STATION RECOVERY (1943)
 CD0945
 CD0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CD0945'STATION IS LOCATED 8.5 MILES NW OF BORACHO, A STATION ON
 CD0945'THE TEXAS AND PACIFIC RAILWAY, AND ON THE HIGHEST PEAK NEAR THE
 CD0945'NW END OF A VERY PROMINENT RIDGE.
 CD0945'
 CD0945'STATION IS LOCATED ON TOP OF THE HIGHEST POINT IN THE LOCALITY,
 CD0945'12 FEET NNE OF A LARGE ROCK CAIRN.  A BRONZE STATION DISK
 CD0945'SET IN BEDROCK FLUSH WITH THE GROUND, STAMPED KROUSE 1909 1934.
 CD0945'
 CD0945'REFERENCE MARK 1 IS A BRONZE DISK SET IN A DRILL HOLE IN
 CD0945'BEDROCK FLUSH WITH THE GROUND.  STAMPED KROUSE NO 1 1934.
 CD0945'
 CD0945'REFERENCE MARK 2 IS A BRONZE DISK SET IN A DRILL HOLE IN
 CD0945'BEDROCK FLUSH WITH THE GROUND.  STAMPED KROUSE NO 2 1934.
 CD0945'
 CD0945'AZIMUTH MARK IS ON TOP OF A RISE ON RIDGE AT END OF TRUCK
 CD0945'TRAVEL, AND 150 PACES S OF A FENCELINE.  A BRONZE DISK SET IN
 CD0945'A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND.  STAMPED KROUSE
 CD0945'1909 1943.
 CD0945'
 CD0945'A 4-FOOT STAND WAS USED.
 CD0945'
 CD0945'TO REACH FROM THE POST OFFICE IN VAN HORN GO E ON U.S.
 CD0945'HIGHWAY 80 FOR 25.2 MILES TO A ROAD LEFT LEADING TO BORACHO.
 CD0945'TURN LEFT ON BLADED ROAD FOR 0.35 MILE TO A GATE AT RAILROAD.
 CD0945'PASS THROUGH GATE, CROSS RAILROAD, AND PASS THROUGH ANOTHER
 CD0945'GATE AND PROCEED N ON BLADED ROAD FOR 0.65 MILE TO FORKS.
 CD0945'CONTINUE N ON BLADED ROAD TO FORKS.  TAKE RIGHT FORK OR STRAIGHT
 CD0945'AHEAD ON TRACK ROAD N AND NE FOR 2.5 MILES TO FORKS.  TAKE
 CD0945'RIGHT FORK AROUND A HILL FOR 0.1 MILE TO FENCE CORNER.  FOLLOW
 CD0945'TRACK ROAD LEFT AROUND FENCE CORNER FOR 0.15 MILE TO GATE.
 CD0945'PASS THROUGH GATE TO FORKS JUST BEYOND GATE, AND TAKE LEFT
 CD0945'FORK FOR 0.2 MILE TO WIRE GATE ON THE N SIDE OF DIRT TANK.
 CD0945'PASS THROUGH GATE TO FORKS JUST BEYOND GATE, AND TAKE LEFT
 CD0945'FORK OR W FOR 0.3 MILE TO FENCE CORNER.  FROM FENCE
 CD0945'CORNER CONTINUE ON TRACK ROAD FOR 1.6 MILES, FOLLOWING
 CD0945'FENCE FOR ABOUT 100 YARDS TO POINT WHERE ROAD ANGLES NW
 CD0945'FROM FENCE AND TOWARD THE W BASE OF LOW HILLS ON RIGHT AND
 CD0945'THEN AROUND W BASE OF HILL TO A POINT DIRECTLY W OF A
 CD0945'SADDLE BETWEEN TWO LOW HILLS.  THIS POINT IS 0.2 MILE S
 CD0945'OR BEFORE REACHING A FENCE CORNER AND A DRY EARTH TANK.
 CD0945'FROM THIS POINT TURN RIGHT ACROSS COUNTRY TO BASE OF
 CD0945'LOW HILL ON RIGHT OF WASH AND FOLLOW DIM TRACK FOR 0.4
 CD0945'MILE ALONG SIDE OF HILL BEARING TO RIGHT OF WASH TO THE HEAD
 CD0945'OF WASH.  CROSS WASH AND CONTINUE FOLLOWING TRACK ROAD FOR
 CD0945'0.4 MILE TO TOP OF HILL.  AT THIS POINT STATION WEST IS
 CD0945'ON RIGHT ABOUT 50 FEET FROM THE ROAD.  FROM HERE TRACK ROAD
 CD0945'IS VERY DIM AND HARD TO FOLLOW AND IN MANY PLACES
 CD0945'COMPLETELY OBLITERATED.  FROM STATION WEST FOLLOW TRACK ROAD
 CD0945'E ALONG TOP OF RIDGE FOR 0.3 MILE.  THENCE FOLLOW TRACK ROAD N
 CD0945'ALONG TOP OF RIDGE FOR 3.7 MILES TO TOP OF A KNOLL 150
 CD0945'YARDS BEFORE REACHING A FENCE.  AZIMUTH MARK IS LOCATED
 CD0945'NEAR THIS POINT.  THIS POINT IS W AND DIRECTLY ACROSS VALLEY
 CD0945'FROM TOP OF A PROMINENT HILL AND SITE OF STATION.  THIS POINT
 CD0945'IS END OF TRUCK TRAVEL.  FROM END OF TRUCK TRAVEL PACK SE FOR
 CD0945'ABOUT 300 YARDS TO FENCE.  CROSS FENCE AND FOLLOW SADDLE
 CD0945'ACROSS VALLEY FOR ABOUT 0.5 MILE TO SLOPE LEADING TO TOP OF
 CD0945'HILL.  PACK TO TOP OF HILL AND THEN N FOR ABOUT 0.3 MILE ALONG
 CD0945'TOP OF RIDGE TO THE N RIM AND STATION.
 CD0945
 CD0945                          STATION RECOVERY (1970)
 CD0945
 CD0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JTD)
 CD0945'TO REACH THE STATION FROM THE RAIL ROAD CROSSING AT BORACHO,
 CD0945'(A R.R. SIDING 10.5 MILES WEST OF KENT, TEXAS.) GO NORTH ON
 CD0945'MAIN BLADED ROAD FOR 5.4 MI. TO A ROAD FORK THAT IS ABOUT
 CD0945'200 FT. NE OF A RANCH HOUSE.  TAKE THE RIGHT FORK FOR 0.75
 CD0945'MI. TO A GATE.  PASS THROUGH GATE AND TAKE LEFT FORK UP STEEP
 CD0945'ROCKY HILL FOR 0.9 MI. TO SUMMIT OF RIDGE.  (STATION WEST IS
 CD0945'160 FT. SOUTH OF THIS POINT.) CONTINUE ON ALONG TRAIL SE FOR
 CD0945'0.55 MI. TO SADDLE.  FOLLOW DIM TRAIL ON NNW ALONG RIDGE FOR
 CD0945'3.55 MI.  (THE AZIMUTH MARK IS 400 FT NORTH OF THIS POINT AND
 CD0945'IN THE CENTER OF TRAIL.) FROM HERE WITH A 4WD VEHICLE WORK
 CD0945'WAY EAST OFF RIDGE FOR 0.1 MI. TO GATE.  PASS THROUGH GATE
 CD0945'AND DRIVE ESE ALONG RIDGE TO BASE OF STEEP HILL, THEN UP
 CD0945'HILL TO FENCE CORNER, A DISTANCE OF 1.0 MI. FROM GATE TO
 CD0945'FENCE CORNER.  FROM FENCE CORNER DRIVE NW FOR 0.3 MI. TO
 CD0945'NW END OF RIDGE AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0946 ***********************************************************************
 CD0946  DESIGNATION -  KROUSE CAIRN
 CD0946  PID         -  CD0946
 CD0946  STATE/COUNTY-  TX/CULBERSON
 CD0946  USGS QUAD   -  EAST HUNTER CANYON (1970)
 CD0946
 CD0946                         *CURRENT SURVEY CONTROL
 CD0946  ___________________________________________________________________
 CD0946* NAD 83(1993)-  31 12 05.66877(N)    104 25 40.89167(W)     ADJUSTED  
 CD0946* NAVD 88     -      1725.     (meters)    5659.     (feet)  SCALED    
 CD0946  ___________________________________________________________________
 CD0946  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 CD0946  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 CD0946
 CD0946  HORZ ORDER  -  SECOND
 CD0946
 CD0946.The horizontal coordinates were established by classical geodetic methods
 CD0946.and adjusted by the National Geodetic Survey in February 1996..
 CD0946
 CD0946.The orthometric height was scaled from a topographic map.
 CD0946
 CD0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CD0946
 CD0946.The geoid height was determined by GEOID03.
 CD0946
 CD0946;                    North         East     Units Scale Factor Converg.
 CD0946;SPC TX C     - 3,177,333.319   309,896.345   MT  0.99988782   -2 06 32.4
 CD0946;SPC TX C     -10,424,301.06  1,016,718.26   sFT  0.99988782   -2 06 32.4
 CD0946;UTM  13      - 3,452,082.720   554,489.381   MT  0.99963662   +0 17 46.7
 CD0946
 CD0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CD0946!SPC TX C     -   0.99973278  x   0.99988782  =   0.99962063
 CD0946!UTM  13      -   0.99973278  x   0.99963662  =   0.99936950
 CD0946
 CD0946                          SUPERSEDED SURVEY CONTROL
 CD0946
 CD0946  NAD 83(1986)-  31 12 05.66992(N)    104 25 40.88908(W) AD(       ) 2
 CD0946  NAD 27      -  31 12 05.19000(N)    104 25 39.15300(W) AD(       ) 2
 CD0946
 CD0946.Superseded values are not recommended for survey control.
 CD0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0946.See file dsdata.txt to determine how the superseded data were derived.
 CD0946
 CD0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ5448952083(NAD 83)
 CD0946_MARKER: 72 = CAIRN
 CD0946
 CD0946  HISTORY     - Date     Condition        Report By
 CD0946  HISTORY     - 1909     FIRST OBSERVED   USGS
 CD0946
 CD0946                          STATION DESCRIPTION
 CD0946
 CD0946'DESCRIBED BY US GEOLOGICAL SURVEY 1909 (JSH)
 CD0946'STATION IS A CAIRN DISTANT 4.16 METERS (13.6 FEET)
 CD0946'S 68 DEG 42 MIN W FROM STATION KROUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2642 ***********************************************************************
 AX2642  DESIGNATION -  KRUEGER
 AX2642  PID         -  AX2642
 AX2642  STATE/COUNTY-  TX/HAYS
 AX2642  USGS QUAD   -  SAN MARCOS NORTH (1995)
 AX2642
 AX2642                         *CURRENT SURVEY CONTROL
 AX2642  ___________________________________________________________________
 AX2642* NAD 83(1993)-  29 57 44.20054(N)    097 58 25.87825(W)     ADJUSTED  
 AX2642* NAVD 88     -       303.9    (meters)     997.     (feet)  VERTCON   
 AX2642  ___________________________________________________________________
 AX2642  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 AX2642  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AX2642
 AX2642  HORZ ORDER  -  FIRST
 AX2642
 AX2642.The horizontal coordinates were established by classical geodetic methods
 AX2642.and adjusted by the National Geodetic Survey in February 1996..
 AX2642
 AX2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2642
 AX2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AX2642
 AX2642.The geoid height was determined by GEOID03.
 AX2642
 AX2642;                    North         East     Units Scale Factor Converg.
 AX2642;SPC TXSC     - 4,236,382.246   699,037.436   MT  0.99992302   +0 30 09.8
 AX2642;SPC TXSC     -13,898,864.09  2,293,425.32   sFT  0.99992302   +0 30 09.8
 AX2642;SPC TX C     - 3,035,186.725   927,736.456   MT  1.00004479   +1 12 55.0
 AX2642;SPC TX C     - 9,957,941.78  3,043,748.69   sFT  1.00004479   +1 12 55.0
 AX2642;UTM  14      - 3,315,048.282   599,009.385   MT  0.99972094   +0 30 45.1
 AX2642
 AX2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AX2642!SPC TXSC     -   0.99995629  x   0.99992302  =   0.99987931
 AX2642!SPC TX C     -   0.99995629  x   1.00004479  =   1.00000108
 AX2642!UTM  14      -   0.99995629  x   0.99972094  =   0.99967724
 AX2642
 AX2642:                Primary Azimuth Mark                     Grid Az
 AX2642:SPC TXSC     -  CARPENTER                                028 00 13.5
 AX2642:SPC TX C     -  CARPENTER                                027 17 28.3
 AX2642:UTM  14      -  CARPENTER                                027 59 38.2
 AX2642
 AX2642|---------------------------------------------------------------------|
 AX2642| PID    Reference Object                     Distance      Geod. Az  |
 AX2642|                                                           dddmmss.s |
 AX2642| BM0921 CARPENTER                           APPROX.16.6 KM 0283023.3 |
 AX2642| CV5412 KRUEGER RM                           17.598 METERS 32508     |
 AX2642|---------------------------------------------------------------------|
 AX2642
 AX2642                          SUPERSEDED SURVEY CONTROL
 AX2642
 AX2642  NAD 83(1986)-  29 57 44.21186(N)    097 58 25.85845(W) AD(       ) 1
 AX2642  NAD 27      -  29 57 43.43400(N)    097 58 24.83600(W) AD(       ) 1
 AX2642  NGVD 29 (07/19/86)  303.8    (m)          997.     (f) VERT ANG       
 AX2642
 AX2642.Superseded values are not recommended for survey control.
 AX2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2642.See file dsdata.txt to determine how the superseded data were derived.
 AX2642
 AX2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU9900915048(NAD 83)
 AX2642_MARKER: N = NAIL
 AX2642_SETTING: 0 = UNSPECIFIED SETTING
 AX2642
 AX2642  HISTORY     - Date     Condition        Report By
 AX2642  HISTORY     - 1903     MONUMENTED       CGS
 AX2642  HISTORY     - 1935     GOOD             CGS
 AX2642  HISTORY     - 1937     GOOD             TXHD
 AX2642  HISTORY     - 1959     GOOD             AMS
 AX2642  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2642
 AX2642                          STATION DESCRIPTION
 AX2642
 AX2642'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (OWF)
 AX2642'STATION IS 7 MILES BY ROAD SW OF KYLE AND 7 MILES BY ROAD NNW
 AX2642'FROM SAN MARCOS, ON THE RANCH OF W.M. KRUEGER, ON THE HIGHEST PART
 AX2642'OF A HIGH ROCKY, ROUNDED HILL PARTLY COVERED WITH BRUSH, OAK
 AX2642'AND CEDAR.  SURFACE MARK IS NAIL IN IRON PIPE 2 FEET LONG SET
 AX2642'IN CONCRETE.  UNDERGROUND MARK IS NAIL IN IRON PIPE 6 INCHES
 AX2642'LONG.  THE REFERENCE MARK IS ON THE HIGHEST AND MOST PROMINENT,
 AX2642'HARD LIMESTONE ROCK 17.598 METERS (57.74 FEET) FROM THE
 AX2642'STATION, N 34 DEG 52 MIN W, AND IS A 3/4-INCH HOLE
 AX2642'1-3/4 INCHES DEEP SURROUNDED BY A TRIANGLE 4 INCHES ON A
 AX2642'SIDE, THE APEX TOWARD THE STATION.  DISTANCES AND
 AX2642'BEARINGS TO VARIOUS POINTS ARE AS FOLLOWS--MR. KRUEGERS HOUSE,
 AX2642'CENTER OF CHIMNEY, ABOUT 200 METERS (656 FEET), N 09 DEG 26 MIN W.
 AX2642'PARKS CABIN, CENTER OF THE STONE CHIMNEY AT THE E
 AX2642'END, 1/2 MILE, N 59 DEG 46 MIN W.  ELEVATION OF STATION,
 AX2642'303.8 METERS (997 FEET).
 AX2642
 AX2642                          STATION RECOVERY (1935)
 AX2642
 AX2642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (VPG)
 AX2642'STATION WAS FOUND AS DESCRIBED, AND IN EXCELLENT CONDITION.
 AX2642'IT IS LOCATED ON THE HIGHEST POINT OF KRUEGER HILL ABOUT 1/4
 AX2642'MILE S OF THE C.C. MITCHELL RANCH HOUSE.  THE REFERENCE MARK
 AX2642'WAS FOUND AS DESCRIBED WITH THE EXCEPTION THAT THE TRIANGLE
 AX2642'SURROUNDING THE DRILL HOLE IN THE ROCK IS ABOUT 2 INCHES ON A
 AX2642'SIDE AND NOT 4 INCHES AS DESCRIBED.  THE REFERENCE MARK IS IN
 AX2642'EXCELLENT CONDITION.  TO REACH STATION FROM HILLIARD RANCH,
 AX2642'CONTINUE ON LANE RUNNING BY SIDE OF THE HILLIARD RANCH HOUSE,
 AX2642'KEEPING TO THE PLAIN ROAD, PASS THROUGH THREE GATES ON THIS
 AX2642'ROAD, AND CONTINUE ON TO FOURTH GATE AND MITCHELL RANCH HOUSE,
 AX2642'DISTANCE 3.3 MILES FROM HILLIARD HOUSE.  TO REACH
 AX2642'HILLIARD RANCH FROM SAN MARCOS, TAKE STATE HIGHWAY 2
 AX2642'TOWARD AUSTIN DISTANCE 1.7 MILES FROM COURTHOUSE AT SAN
 AX2642'MARCOS.  TAKE ROAD TURNING LEFT OR W AT THIS POINT AND GO
 AX2642'2.0 MILES TO LANE TURNING LEFT.  TAKE THIS LANE AND GO 1.4
 AX2642'MILES TO HILLIARD RANCH HOUSE.
 AX2642
 AX2642                          STATION RECOVERY (1937)
 AX2642
 AX2642'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 AX2642'STATION RECOVERED IN GOOD CONDITION.  THE FOLLOWING CHANGE
 AX2642'IN DESCRIPTION TO BE MADE.  STATION IS 6.5 MILES NW OF SAN
 AX2642'MARCOS ON A HIGH ROUND HILL ON THE C.C. MITCHELL RANCH ABOUT 800
 AX2642'FEET N OF ROAD LEADING TO RANCH HOUSE, 35 FEET NW OF A 1-FOOT
 AX2642'LIVE OAK TREE WHICH IS MOST PROMINENT TREE ON HILL.  TO LOCATE
 AX2642'STATION FROM SAN MARCOS BEGINNING AT THE INTERSECTION OF OLD
 AX2642'HIGHWAY AND NEW STATE HIGHWAY 2, U.S. HIGHWAY 81 AT MISSOURI
 AX2642'KANSAS AND TEXAS RAILROAD CROSSING IN NE PART OF TOWN, GO
 AX2642'N ON OLD HIGHWAY 0.4 MILE TO GRAVEL ROAD TO LEFT.  TURN LEFT
 AX2642'AND FOLLOW MAIN ROAD 2.5 MILES TO FORK, TAKE LEFT FORK,
 AX2642'CONTINUE 0.85 MILE TO GATE.  PASS THROUGH GATE, FOLLOW MAIN
 AX2642'ROAD 0.4 MILE PAST RANCH HOUSE ON RIGHT AND GATE,
 AX2642'CONTINUE TO FOLLOW MAIN ROAD 2.4 MILES THROUGH THE
 AX2642'THIRD GATE, TO WHERE CROSS FENCE JOINS FENCE PARALLELING
 AX2642'ROAD ON RIGHT, HILL AND OAK TREE ARE VISIBLE ABOUT 800
 AX2642'FEET RIGHT FROM THIS POINT.
 AX2642
 AX2642                          STATION RECOVERY (1959)
 AX2642
 AX2642'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 AX2642'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED.
 AX2642
 AX2642                          STATION RECOVERY (1988)
 AX2642
 AX2642'RECOVERY NOTE BY US POWER SQUADRON 1988 (RGB)
 AX2642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0640 ***********************************************************************
 DN0640  DESIGNATION -  KRUM
 DN0640  PID         -  DN0640
 DN0640  STATE/COUNTY-  TX/DENTON
 DN0640  USGS QUAD   -  SANGER (1978)
 DN0640
 DN0640                         *CURRENT SURVEY CONTROL
 DN0640  ___________________________________________________________________
 DN0640* NAD 83(1986)-  33 15 38.     (N)    097 14 12.     (W)     SCALED    
 DN0640* NAVD 88     -       219.967  (meters)     721.68   (feet)  ADJUSTED  
 DN0640  ___________________________________________________________________
 DN0640  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DN0640  DYNAMIC HT  -         219.721 (meters)     720.87  (feet)  COMP
 DN0640  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 DN0640
 DN0640  VERT ORDER  -  SECOND    CLASS 0
 DN0640
 DN0640.The horizontal coordinates were scaled from a topographic map and have
 DN0640.an estimated accuracy of +/- 6 seconds.
 DN0640
 DN0640.The orthometric height was determined by differential leveling
 DN0640.and adjusted by the National Geodetic Survey in June 1991..
 DN0640
 DN0640.The geoid height was determined by GEOID03.
 DN0640
 DN0640.The dynamic height is computed by dividing the NAVD 88
 DN0640.geopotential number by the normal gravity value computed on the
 DN0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0640.degrees latitude (g = 980.6199 gals.).
 DN0640
 DN0640.The modeled gravity was interpolated from observed gravity values.
 DN0640
 DN0640;                    North         East    Units  Estimated Accuracy
 DN0640;SPC TXNC     - 2,177,450.      717,700.      MT  (+/- 180 meters Scaled)
 DN0640
 DN0640                          SUPERSEDED SURVEY CONTROL
 DN0640
 DN0640  NGVD 29 (??/??/92)  219.935  (m)          721.57   (f) ADJ UNCH    2 0
 DN0640
 DN0640.Superseded values are not recommended for survey control.
 DN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0640.See file dsdata.txt to determine how the superseded data were derived.
 DN0640
 DN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB642815(NAD 83)
 DN0640_MARKER: Z = SEE DESCRIPTION
 DN0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DN0640_SP_SET: DOOR SILL
 DN0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN0640
 DN0640  HISTORY     - Date     Condition        Report By
 DN0640  HISTORY     - UNK      MONUMENTED       ATSFRR
 DN0640  HISTORY     - 1934     GOOD             NGS
 DN0640  HISTORY     - 1952     MARK NOT FOUND   ATSFRR
 DN0640  HISTORY     - 19950630 MARK NOT FOUND   USPSQD
 DN0640  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0640
 DN0640                          STATION DESCRIPTION
 DN0640
 DN0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DN0640'IN KRUM.
 DN0640'IN SOUTH END OF CONCRETE DOOR SILL ON GULF COLORADO AND SANTA FE
 DN0640'RAILWAY STATION AT KRUM, AT WHITE WAITEING ROOM.
 DN0640
 DN0640                          STATION RECOVERY (1952)
 DN0640
 DN0640'RECOVERY NOTE BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1952
 DN0640'MARK NOT FOUND.
 DN0640
 DN0640                          STATION RECOVERY (1995)
 DN0640
 DN0640'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0640'MARK NOT FOUND.
 DN0640
 DN0640                          STATION RECOVERY (2005)
 DN0640
 DN0640'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0881 ***********************************************************************
 CB0881  DESIGNATION -  KTXL TV RADIO MAST SEC
 CB0881  PID         -  CB0881
 CB0881  STATE/COUNTY-  TX/TOM GREEN
 CB0881  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0881
 CB0881                         *CURRENT SURVEY CONTROL
 CB0881  ___________________________________________________________________
 CB0881* NAD 83(1993)-  31 29 29.60246(N)    100 26 06.85827(W)     ADJUSTED  
 CB0881* NAVD 88     -                                                        
 CB0881  ___________________________________________________________________
 CB0881  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 CB0881  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CB0881
 CB0881  HORZ ORDER  -  THIRD
 CB0881
 CB0881.The horizontal coordinates were established by classical geodetic methods
 CB0881.and adjusted by the National Geodetic Survey in February 1996..
 CB0881
 CB0881
 CB0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 CB0881
 CB0881.The geoid height was determined by GEOID03.
 CB0881
 CB0881;                    North         East     Units Scale Factor Converg.
 CB0881;SPC TX C     - 3,202,305.905   690,318.705   MT  0.99991822   -0 03 09.0
 CB0881;SPC TX C     -10,506,231.96  2,264,820.62   sFT  0.99991822   -0 03 09.0
 CB0881;UTM  14      - 3,484,972.768   363,684.786   MT  0.99982919   -0 44 59.4
 CB0881
 CB0881                          SUPERSEDED SURVEY CONTROL
 CB0881
 CB0881  NAD 83(1986)-  31 29 29.60943(N)    100 26 06.84355(W) AD(       ) 4
 CB0881  NAD 27      -  31 29 29.02745(N)    100 26 05.50961(W) AD(       ) 3
 CB0881
 CB0881.Superseded values are not recommended for survey control.
 CB0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0881.See file dsdata.txt to determine how the superseded data were derived.
 CB0881
 CB0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV6368584973(NAD 83)
 CB0881_MARKER: 42 = RADIO/TV MAST
 CB0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB0881+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2003
 CB0881
 CB0881  HISTORY     - Date     Condition        Report By
 CB0881  HISTORY     - 1956     FIRST OBSERVED   USGS
 CB0881  HISTORY     - 20031127 GOOD             USPSQD
 CB0881
 CB0881                          STATION DESCRIPTION
 CB0881
 CB0881'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CB0881'AN INTERSECTION STATION LOCATED IN THE N. PART OF SAN ANGELO, 1
 CB0881'BLOCK E. OF TEXAS STATE HIGHWAY 208 (ARMSTRONG ST.) AND ABOUT 275
 CB0881'FT. S. OF EAST 28TH ST.  THIS IS ALSO THE LOCAL TV STATION.  THE
 CB0881'TV TOWER (RECEIVING) BEING LOCATED TO THE NE. OF STATION.
 CB0881'
 CB0881'STATION MARK--SLENDER STEEL MAST ABOUT 300 FT. HIGH AND PAINTED
 CB0881'WITH ALTERNATE BANDS OF RED AND WHITE.
 CB0881
 CB0881                          STATION RECOVERY (2003)
 CB0881
 CB0881'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 CB0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2254 ***********************************************************************
 BL2254  DESIGNATION -  KULHANEK
 BL2254  PID         -  BL2254
 BL2254  STATE/COUNTY-  TX/WALLER
 BL2254  USGS QUAD   -  WALLER (1980)
 BL2254
 BL2254                         *CURRENT SURVEY CONTROL
 BL2254  ___________________________________________________________________
 BL2254* NAD 83(1993)-  30 02 41.19448(N)    095 58 45.52002(W)     ADJUSTED  
 BL2254* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 BL2254  ___________________________________________________________________
 BL2254  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BL2254  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BL2254
 BL2254  HORZ ORDER  -  FIRST
 BL2254
 BL2254.The horizontal coordinates were established by classical geodetic methods
 BL2254.and adjusted by the National Geodetic Survey in February 1996..
 BL2254
 BL2254.The orthometric height was scaled from a topographic map.
 BL2254
 BL2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL2254
 BL2254.The geoid height was determined by GEOID03.
 BL2254
 BL2254;                    North         East     Units Scale Factor Converg.
 BL2254;SPC TXSC     - 4,248,854.096   891,274.176   MT  0.99993979   +1 28 47.5
 BL2254;SPC TXSC     -13,939,782.15  2,924,122.03   sFT  0.99993979   +1 28 47.5
 BL2254;SPC TX C     - 3,050,133.798 1,119,815.859   MT  1.00001997   +2 14 33.3
 BL2254;SPC TX C     -10,006,980.64  3,673,929.20   sFT  1.00001997   +2 14 33.3
 BL2254;UTM  15      - 3,327,488.723   212,716.401   MT  1.00061838   -1 29 33.7
 BL2254;UTM  14      - 3,327,593.465   791,275.343   MT  1.00064688   +1 30 48.4
 BL2254
 BL2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL2254!SPC TXSC     -   0.99999142  x   0.99993979  =   0.99993121
 BL2254!SPC TX C     -   0.99999142  x   1.00001997  =   1.00001139
 BL2254!UTM  15      -   0.99999142  x   1.00061838  =   1.00060979
 BL2254!UTM  14      -   0.99999142  x   1.00064688  =   1.00063829
 BL2254
 BL2254|---------------------------------------------------------------------|
 BL2254| PID    Reference Object                     Distance      Geod. Az  |
 BL2254|                                                           dddmmss.s |
 BL2254| CV7842 KULHANEK RM 1                       128.852 METERS 03245     |
 BL2254| CV7844 KULHANEK RM 3                       126.412 METERS 03340     |
 BL2254| CV7841 KULHANEK AZ MK                                     0623729.6 |
 BL2254| CV7846 KULHANEK RM 5                                      0661817.7 |
 BL2254| BL2253 WALLER MUNICIPAL TANK               APPROX. 5.3 KM 0723905.1 |
 BL2254| BL2249 DALLAS HOUSTON AIRWAY BEACON 7      APPROX.22.6 KM 0775358.6 |
 BL2254| BM0987 HEMPSTEAD CITIZEN WTR CO SPIPE      APPROX.11.3 KM 2993227.9 |
 BL2254| BM0988 HEMPSTEAD WALLER CO CTHSE TWR       APPROX.11.1 KM 3015522.9 |
 BL2254| CV7845 KULHANEK RM 4                       147.271 METERS 31337     |
 BL2254| CV7843 KULHANEK RM 2                       149.668 METERS 31420     |
 BL2254| BL2252 PRAIRIE VIEW COLL HEAT PLT STK      APPROX. 5.6 KM 3503907.6 |
 BL2254| BL2251 PRAIRIE VIEW COLL WATER TANK        APPROX. 5.6 KM 3504530.1 |
 BL2254|---------------------------------------------------------------------|
 BL2254
 BL2254                          SUPERSEDED SURVEY CONTROL
 BL2254
 BL2254  NAD 83(1986)-  30 02 41.20895(N)    095 58 45.50299(W) AD(       ) 1
 BL2254  NAD 27      -  30 02 40.41600(N)    095 58 44.66000(W) AD(       ) 1
 BL2254
 BL2254.Superseded values are not recommended for survey control.
 BL2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2254.See file dsdata.txt to determine how the superseded data were derived.
 BL2254
 BL2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP1271627489(NAD 83)
 BL2254_MARKER: DS = TRIANGULATION STATION DISK
 BL2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL2254
 BL2254  HISTORY     - Date     Condition        Report By
 BL2254  HISTORY     - 1935     MONUMENTED       CGS
 BL2254  HISTORY     - 1937     GOOD             TXHD
 BL2254  HISTORY     - 1952     GOOD             CGS
 BL2254  HISTORY     - 1975     GOOD             NGS
 BL2254  HISTORY     - 19990715 MARK NOT FOUND   USPSQD
 BL2254
 BL2254                          STATION DESCRIPTION
 BL2254
 BL2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 BL2254'THIS STATION IS ABOUT 8 MILES SE OF HEMPSTEAD, ABOUT 4 MILES
 BL2254'SW OF WALLER, ON LAND OWNED BY THE KULHANEK ESTATE.  THE
 BL2254'MARK IS SET NEAR THE CENTER OF A CLEARED FIELD, ABOUT 0.15
 BL2254'MILE NW OF HOUSE OCCUPIED BY MR. BLINKA, THE MANAGER OF THE
 BL2254'ESTATE.  IT IS ABOUT 0.1 MILE W OF DRIVEWAY, 385 FEET S OF
 BL2254'E-W ROAD.  MARK PROJECTS 8 INCHES.
 BL2254'
 BL2254'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BL2254'BRONZE DISKS SET IN CONCRETE.
 BL2254'
 BL2254'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE N EDGE OF THE
 BL2254'FIELD, 2 FEET S OF FENCE LINE, 15 FEET S OF THE CENTER LINE
 BL2254'OF THE ROAD AND PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS
 BL2254'NW OF THE STATION ON THE N EDGE OF THE FIELD, 2 FEET S OF
 BL2254'FENCE LINE, 16 FEET S OF THE CENTER LINE OF THE ROAD AND PROJECTS
 BL2254'10 INCHES.
 BL2254'
 BL2254'AZIMUTH MARK IS ENE OF THE STATION NEAR THE NE CORNER OF THE
 BL2254'FIELD, 2 FEET S OF FENCE LINE, 19 FEET S OF THE CENTER LINE
 BL2254'OF THE ROAD, 16 FEET W OF THE NE CORNER OF THE FIELD.  IT IS
 BL2254'AT THE W EDGE OF THE DRIVEWAY TO HOUSE AND PROJECTS 10 INCHES.
 BL2254'
 BL2254'REACHED FROM HEMPSTEAD, GO E ON TEXAS 6 FOR 5.4 MILES TO THE
 BL2254'PRAIRIE VIEW RAILROAD STATION.  HERE TURN S, CROSS TRACKS,
 BL2254'AND FOLLOW DIRT ROAD FOR 1.1 MILES S TO TURN.  TURN E FOR 0.2
 BL2254'MILE THEN S 0.75 MILE TO ROAD LEADING E, GO E FOR 0.7 MILE TO
 BL2254'GATE AND FARM LANE ON THE RIGHT.  STATION IS ABOUT 0.1 MILE WSW
 BL2254'OF THIS POINT.
 BL2254'
 BL2254'A 77-FOOT TOWER WAS USED.
 BL2254'
 BL2254'ALL LIGHTS ARE VISIBLE FROM THE GROUND.
 BL2254
 BL2254                          STATION RECOVERY (1937)
 BL2254
 BL2254'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 BL2254'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.
 BL2254
 BL2254                          STATION RECOVERY (1952)
 BL2254
 BL2254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 BL2254'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 BL2254'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN EXCELLENT
 BL2254'CONDITION.
 BL2254'
 BL2254'A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 BL2254'
 BL2254'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF HEMPSTEAD
 BL2254'AND ABOUT 4 MILES SOUTHWEST OF WALLER ON LAND OWNED BY THE
 BL2254'KULHANEK ESTATE.  IT IS ABOUT 0.15 MILE NORTHWEST OF A FARM
 BL2254'HOUSE, 0.1 MILE WEST OF A DRIVEWAY, 385 FEET SOUTH OF AN
 BL2254'EAST-WEST ROAD AND 2 FEET NORTHWEST OF A WITNESS POST.  IT
 BL2254'PROJECTS 8 INCHES AND IS STAMPED KULHANEK 1935.
 BL2254'
 BL2254'REFERENCE MARK NO. 1 IS 180 FEET EAST OF A HIGHLINE POLE AND
 BL2254'15 FEET SOUTH OF AN EAST-WEST ROAD.  IT PROJECTS 7 INCHES
 BL2254'AND IS STAMPED KULHANEK NO 1 1935.
 BL2254'
 BL2254'REFERENCE MARK NO. 2 IS 258 FEET EAST OF A T FENCE CORNER AND
 BL2254'15 FEET SOUTH OF AN EAST WEST ROAD.  IT PROJECTS 10 INCHES
 BL2254'AND IS STAMPED KULHANEK NO 2 1935.
 BL2254'
 BL2254'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 580.20 FEET.
 BL2254'
 BL2254'THE AZIMUTH MARK IS 16 FEET SOUTH OF AN EAST-WEST ROAD, 9
 BL2254'FEET WEST OF THE CENTER OF THE DRIVEWAY LEADING TO THE FARM
 BL2254'HOUSE AND 2 FEET NORTH OF A WITNESS POST.  IT PROJECTS 8
 BL2254'INCHES AND IS STAMPED KULHANEK 1935.
 BL2254'
 BL2254'TO REACH THE STATION FROM THE POST OFFICE IN WALLER GO SOUTH
 BL2254'FOR 0.05 MILE TO U.S. HIGHWAY 290, TURN RIGHT AND FOLLOW
 BL2254'U.S. HIGHWAY 290 WESTERLY FOR 4.1 MILES TO THE PRAIRIE VIEW
 BL2254'DEPOT AND A SIDE ROAD ON THE LEFT, TURN LEFT AND FOLLOW
 BL2254'DIRT ROAD SOUTH FOR 1.1 MILES, TURN LEFT AND GO EAST FOR 0.15
 BL2254'MILE, TURN RIGHT AND GO SOUTH FOR 0.75 MILES TO CROSSROADS, TURN
 BL2254'LEFT AND GO EAST FOR 0.75 MILE TO A DRIVEWAY AND THE
 BL2254'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, THENCE TURN RIGHT,
 BL2254'PASS THRU THE GATE AND GO SOUTHWEST ACROSS THE FIELD FOR 0.1
 BL2254'MILE TO THE STATION AS DESCRIBED.
 BL2254
 BL2254                          STATION RECOVERY (1975)
 BL2254
 BL2254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BL2254'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 BL2254'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE
 BL2254'VERIFIED.  THE REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WILL
 BL2254'BE DESTROYED BY ROAD CONSTRUCTION.
 BL2254'
 BL2254'REFERENCE MARKS 3,4 AND 5 AZI. MK., WERE ESTABLISHED AT THIS TIME.
 BL2254'
 BL2254'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 BL2254'
 BL2254'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF HEMPSTEAD, 3-1/2
 BL2254'MILES SOUTHWEST OF WALLER, 3 MILES SOUTH OF PRAIRIE VIEW, ON A LOW
 BL2254'GRASSY COVERED KNOLL ABOUT 400 FEET SOUTH OF A FARM ROAD.
 BL2254'
 BL2254'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 290 AND
 BL2254'COCHRAN RD., WHICH IS LOCATED AT THE SOUTH EDGE OF PRAIRIE VIEW.  GO
 BL2254'SOUTH ON COCHRAN RD. FOR 2.0 MILES TO THE INTERSECTION OF KULHANEK
 BL2254'RD., HERE TURN LEFT AND GO EAST ON KULHANEK RD. FOR 0.6 MILE, TO
 BL2254'WHERE A BURIED PIPE-LINE CROSSES ROAD AND STATION ABOUT 385 FEET
 BL2254'SOUTH ON KNOLL.  TO REACH REFERENCE MARK NO. 5 AZI. MK. FROM HERE,
 BL2254'CONTINUE EAST ON KULHANEK RD. FOR 0.2 MILE TO DRIVE-WAY ON THE
 BL2254'RIGHT AND MARK ON THE RIGHT.
 BL2254'
 BL2254'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 BL2254'POST, THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED KULHANEK 1935.
 BL2254'IT IS 385 FEET SOUTH OF THE EAST-WEST ROAD, 237 FEET SOUTHEAST OF
 BL2254'AN OLD FENCE-CORNER POST, 147 FEET EAST OF AN OLD FENCE-LINE, WHICH
 BL2254'IS ALSO AND OLD BOUNDARY LINE AND 1-FOOT NORTH OF A METAL WITNESS
 BL2254'POST.
 BL2254'
 BL2254'REFERENCE MARK NO. 3 IS A CAST ALUMINUM MONUMENT THAT PROJECTS ABOUT
 BL2254'4-INCHES AND CAST ALUMINUM DISK IS STAMPED KULHANEK 1935 NO 3 1975.
 BL2254'IT IS 58 FEET EAST OF THE PROJECTION LINE OF A FENCE-LINE ON THE
 BL2254'NORTH SIDE OF ROAD, 29 FEET SOUTH OF THE CENTER OF ROAD, AND 1-FOOT
 BL2254'WEST OF A METAL WITNESS POST.
 BL2254'
 BL2254'REFERENCE MARK NO. 4 IS A CAST ALUMINUM MONUMENT THAT PROJECTS ABOUT
 BL2254'4-INCHES AND THE CAST ALUMINUM DISK IS STAMPED KULHANEK 1935
 BL2254'NO 4 1975.  IT IS 163 FEET WEST OF WHERE A BURIED PIPE-LINE CROSSES
 BL2254'ROAD, 257 FEET EAST OF A T FENCE-CORNER, 30 FEET SOUTH OF THE
 BL2254'CENTER OF ROAD AND 1-FOOT EAST OF A METAL WITNESS POST.
 BL2254'
 BL2254'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--
 BL2254'PRAIRIE VIEW NORTH 3-MILE.
 BL2254'
 BL2254'REFERENCE MARK NO. 5 AZI. MK. IS A CAST ALUMINUM MONUMENT, THAT
 BL2254'PROJECTS ABOUT 4-INCHES AND THE CAST ALUMINUM DISK IS STAMPED
 BL2254'KULHANEK 1935 NO 5 AZI 1975.  IT IS 53 FEET EAST OF THE CENTER OF
 BL2254'DRIVE-WAY, 32 FEET SOUTH OF THE CENTER OF ROAD, 20 FEET EAST OF A
 BL2254'HI-LINE POLE, 1-FOOT WEST OF A METAL WITNESS POST AND SET IN
 BL2254'FENCE-LINE.
 BL2254
 BL2254                          STATION RECOVERY (1999)
 BL2254
 BL2254'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL2254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1363 ***********************************************************************
 GL1363  DESIGNATION -  KUPER
 GL1363  PID         -  GL1363
 GL1363  STATE/COUNTY-  TX/DALLAM
 GL1363  USGS QUAD   -  WILCO (1965)
 GL1363
 GL1363                         *CURRENT SURVEY CONTROL
 GL1363  ___________________________________________________________________
 GL1363* NAD 83(1993)-  36 04 10.49935(N)    102 18 01.80093(W)     ADJUSTED  
 GL1363* NAVD 88     -      1188.     (meters)    3898.     (feet)  VERTCON   
 GL1363  ___________________________________________________________________
 GL1363  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 GL1363  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 GL1363
 GL1363  HORZ ORDER  -  SECOND
 GL1363
 GL1363.The horizontal coordinates were established by classical geodetic methods
 GL1363.and adjusted by the National Geodetic Survey in February 1996..
 GL1363
 GL1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1363
 GL1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1363
 GL1363.The geoid height was determined by GEOID03.
 GL1363
 GL1363;                    North         East     Units Scale Factor Converg.
 GL1363;SPC TX N     - 1,229,891.091   127,889.962   MT  0.99997545   -0 27 50.1
 GL1363;SPC TX N     - 4,035,067.69    419,585.65   sFT  0.99997545   -0 27 50.1
 GL1363;UTM  13      - 3,995,039.706   743,113.404   MT  1.00032832   +1 35 24.6
 GL1363
 GL1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1363!SPC TX N     -   0.99981762  x   0.99997545  =   0.99979307
 GL1363!UTM  13      -   0.99981762  x   1.00032832  =   1.00014588
 GL1363
 GL1363:                Primary Azimuth Mark                     Grid Az
 GL1363:SPC TX N     -  KUPER AZ MK                              088 22 44.3
 GL1363:UTM  13      -  KUPER AZ MK                              086 19 29.6
 GL1363
 GL1363|---------------------------------------------------------------------|
 GL1363| PID    Reference Object                     Distance      Geod. Az  |
 GL1363|                                                           dddmmss.s |
 GL1363| CM8902 KUPER AZ MK                                        0875454.2 |
 GL1363| CM8903 KUPER RM 1                           29.902 METERS 12926     |
 GL1363| CM8904 KUPER RM 2                           28.138 METERS 20504     |
 GL1363|---------------------------------------------------------------------|
 GL1363
 GL1363                          SUPERSEDED SURVEY CONTROL
 GL1363
 GL1363  NAD 83(1993)-  36 04 10.49908(N)    102 18 01.80163(W) AD(       ) 2
 GL1363  NAD 83(1986)-  36 04 10.50861(N)    102 18 01.79160(W) AD(       ) 2
 GL1363  NAD 27      -  36 04 10.38800(N)    102 18 00.12400(W) AD(       ) 2
 GL1363  NGVD 29 (07/19/86) 1187.     (m)         3894.     (f) VERT ANG       
 GL1363
 GL1363.Superseded values are not recommended for survey control.
 GL1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1363.See file dsdata.txt to determine how the superseded data were derived.
 GL1363
 GL1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV4311395040(NAD 83)
 GL1363_MARKER: DS = TRIANGULATION STATION DISK
 GL1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1363_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1363
 GL1363  HISTORY     - Date     Condition        Report By
 GL1363  HISTORY     - 1953     MONUMENTED       CGS
 GL1363  HISTORY     - 1965     SEE DESCRIPTION  USGS
 GL1363  HISTORY     - 1966     GOOD             CGS
 GL1363
 GL1363                          STATION DESCRIPTION
 GL1363
 GL1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GL1363'THE STATION IS LOCATED NEAR A WINDMILL ALONG THE SOUTH SIDE
 GL1363'OF FARM ROAD 297.  IT IS ABOUT 12 MILES AIRLINE EAST OF
 GL1363'DALHART, 1 MILE NORTH OF THE DALLAM-HARTLY COUNTY LINE, AND
 GL1363'18 MILES AIRLINE WEST-NORTHWEST OF ETTER.
 GL1363'
 GL1363'THE STATION IS A STANDARD DISK STAMPED KUPER 1953 AND SET IN
 GL1363'THE TOP OF A CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND.
 GL1363'IT IS 60 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 45 FEET
 GL1363'WEST OF THE ENTRANCE ROAD TO THE FEEDING LOTS, AND 8 FEET SOUTH
 GL1363'OF A WITNESS POST.
 GL1363'
 GL1363'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KUPER
 GL1363'NO 1 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT IS
 GL1363'12 INCHES IN DIAMETER AND PROJECTS 1 INCH.  IT IS 27 FEET
 GL1363'NORTH OF THE NORTH SIDE OF A SHED, 15 FEET SOUTH OF A WIRE
 GL1363'GATE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 GL1363'
 GL1363'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KUPER
 GL1363'NO 1 1953 AND SET IN THE TOP OF A CONCRETE CYLINDER THAT IS
 GL1363'12 INCHES IN DIAMETER AND PROJECTS 8 INCHES.  IT IS 26 FEET
 GL1363'NORTHWEST OF A WINDMILL, 7 FEET NORTH OF A BOARD FENCE, AND ABOUT
 GL1363'THE SAME ELEVATION AS THE STATION.
 GL1363'
 GL1363'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KUPER 1953 AND
 GL1363'SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN
 GL1363'DIAMETER AND PROJECTS 3 INCHES.  IT IS 50 FEET NORTH OF THE
 GL1363'CENTER LINE OF THE ROAD, 2-1/2 FEET WEST OF A POWER POLE,
 GL1363'AND 1/2 FOOT SOUTH OF A WIRE FENCE.  TO REACH THE MARK FROM
 GL1363'THE STATION GO EAST ONTHE ROAD FOR 0.5 MILE TO THE MARK ON THE
 GL1363'LEFT.
 GL1363'
 GL1363'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87
 GL1363'AND 54 AND FARM ROAD 297 IN DALHART GO EAST ON FARM ROAD 297
 GL1363'FOR 12.5 MILES TO THE TOP OF A RIDGE AND SOME FEEDING LOTS AND
 GL1363'THE STATION ON THE RIGHT.
 GL1363'
 GL1363'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 GL1363
 GL1363                          STATION RECOVERY (1965)
 GL1363
 GL1363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL1363'STATION DESTROYED.  THE CONCRETE POST WAS FOUND IN DESCRIBED
 GL1363'LOCATION.  HOWEVER, THE POST HAS BEEN DISMANTLED WITH NO
 GL1363'TABLET.  THE POST WAS BROKEN OFF, BOTTOM HALF STILL IN PLACE,
 GL1363'BUT TOP WITH TABLET IS GONE.
 GL1363
 GL1363                          STATION RECOVERY (1966)
 GL1363
 GL1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 GL1363'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 GL1363'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE ORIGINAL
 GL1363'DESCRIPTION IS ADEQUATE FOR RECOVERY.  ALL DISTANCES STILL
 GL1363'APPLY FOR RECOVERY OF MARKS, EXCEPT THE WITNESS POST IS GONE.
 GL1363'THE ROUTE TO REACH THE STATION WAS CHECKED AND FOUND TO BE
 GL1363'CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0960 ***********************************************************************
 BM0960  DESIGNATION -  KURTEN
 BM0960  PID         -  BM0960
 BM0960  STATE/COUNTY-  TX/BRAZOS
 BM0960  USGS QUAD   -  KURTEN (1980)
 BM0960
 BM0960                         *CURRENT SURVEY CONTROL
 BM0960  ___________________________________________________________________
 BM0960* NAD 83(1993)-  30 47 54.25072(N)    096 16 56.29730(W)     ADJUSTED  
 BM0960* NAVD 88     -       115.38   (+/-2cm)     378.5    (feet)  VERTCON   
 BM0960  ___________________________________________________________________
 BM0960  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 BM0960  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BM0960
 BM0960  HORZ ORDER  -  SECOND
 BM0960  VERT ORDER  -  THIRD ? (See Below)
 BM0960
 BM0960.The horizontal coordinates were established by classical geodetic methods
 BM0960.and adjusted by the National Geodetic Survey in February 1996..
 BM0960
 BM0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0960.The vertical order pertains to the NGVD 29 superseded value.
 BM0960
 BM0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0960
 BM0960.The geoid height was determined by GEOID03.
 BM0960
 BM0960;                    North         East     Units Scale Factor Converg.
 BM0960;SPC TX C     - 3,132,516.413 1,087,572.900   MT  0.99988798   +2 05 11.5
 BM0960;SPC TX C     -10,277,264.26  3,568,145.42   sFT  0.99988798   +2 05 11.5
 BM0960;UTM  14      - 3,410,419.458   760,038.578   MT  1.00043422   +1 23 32.3
 BM0960
 BM0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BM0960!SPC TX C     -   0.99998603  x   0.99988798  =   0.99987401
 BM0960!UTM  14      -   0.99998603  x   1.00043422  =   1.00042024
 BM0960
 BM0960:                Primary Azimuth Mark                     Grid Az
 BM0960:SPC TX C     -  KURTEN LUTHERAN CHURCH SPIRE             124 07 29.4
 BM0960:UTM  14      -  KURTEN LUTHERAN CHURCH SPIRE             124 49 08.6
 BM0960
 BM0960|---------------------------------------------------------------------|
 BM0960| PID    Reference Object                     Distance      Geod. Az  |
 BM0960|                                                           dddmmss.s |
 BM0960| BM0961 KURTEN LUTHERAN CHURCH SPIRE        482.957 METERS 1261240.9 |
 BM0960| BM0959 KURTEN ZION EVAN CHURCH SPIRE       APPROX. 2.0 KM 1263742.3 |
 BM0960| CV7847 KURTEN AZ MK                                       1431202.1 |
 BM0960| CV7848 KURTEN RM 1                          30.983 METERS 14322     |
 BM0960| BM0955 COLLEGE STA TEX A AND M DOME        APPROX.21.0 KM 1952828.7 |
 BM0960| BM0953 COLLEGE STA TEX A AND M TANK        APPROX.20.9 KM 1953600.6 |
 BM0960| BM0954 COLLEGE STA TEX A AND M E STK       APPROX.20.8 KM 1960107.1 |
 BM0960| BM0950 BRYAN MUNICIPAL TANK                APPROX.16.6 KM 2112652.5 |
 BM0960|---------------------------------------------------------------------|
 BM0960
 BM0960                          SUPERSEDED SURVEY CONTROL
 BM0960
 BM0960  NAD 83(1986)-  30 47 54.26411(N)    096 16 56.27814(W) AD(       ) 2
 BM0960  NAD 27      -  30 47 53.57000(N)    096 16 55.41700(W) AD(       ) 2
 BM0960  NGVD 29 (07/19/86)  115.35   (m)          378.4    (f) LEVELING    3  
 BM0960
 BM0960.Superseded values are not recommended for survey control.
 BM0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0960.See file dsdata.txt to determine how the superseded data were derived.
 BM0960
 BM0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV6003910419(NAD 83)
 BM0960_MARKER: DS = TRIANGULATION STATION DISK
 BM0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0960
 BM0960  HISTORY     - Date     Condition        Report By
 BM0960  HISTORY     - 1943     MONUMENTED       CGS
 BM0960  HISTORY     - 1957     GOOD             CGS
 BM0960  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0960
 BM0960                          STATION DESCRIPTION
 BM0960
 BM0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0960'THE STATION IS LOCATED ABOUT 10.0 MILES NE OF BRYAN, AND
 BM0960'1.25 MILES NW OF THE SMALL SETTLEMENT OF KURTEN, ON LAND OWNED
 BM0960'BY W.H. BUCHANAN, AND JOINED TO THE S BY LAND OWNED AND
 BM0960'OCCUPIED BY A MR. KURTEN.  IT IS 4 FEET NE OF THE N AND S
 BM0960'FENCE LINE, 10 FEET N OF THE V FORMED BY JUNCTION OF THE N,
 BM0960'S, NE, AND SW FENCE LINES, 40 FEET NE OF THE CENTER OF THE
 BM0960'GRAVEL ROAD, AND 150 FEET NW OF THE KURTEN FARMHOUSE.  THE
 BM0960'DISK IS STAMPED KURTEN 1943, AND PROJECTS 8 INCHES.
 BM0960'
 BM0960'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BM0960'DISKS SET IN CONCRETE.
 BM0960'
 BM0960'REFERENCE MARK NO. 1 IS S OF THE STATION, 30 FEET SW OF THE
 BM0960'CENTER OF THE GRAVEL ROAD, AND 2 FEET W OF THE N AND S FENCE
 BM0960'LINE.  THE DISK IS STAMPED KURTEN NO. 1 1943, AND PROJECTS
 BM0960'4 INCHES.
 BM0960'
 BM0960'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT SW OF THE N
 BM0960'AND S FENCE LINE, AND 30 FEET SW OF THE CENTER OF THE GRAVEL
 BM0960'ROAD.  THE DISK IS STAMPED KURTEN NO. 2 1943, AND PROJECTS
 BM0960'2 INCHES.
 BM0960'
 BM0960'THE AZIMUTH MARK IS ABOUT 0.6 MILE S OF THE STATION, 1 FOOT W
 BM0960'OF THE N AND S FENCE LINE, 25 FEET W OF THE CENTER OF THE
 BM0960'GRAVEL ROAD, AND ABOUT 0.05 MILE S OF A SMALL WOODEN BRIDGE.
 BM0960'THE DISK IS STAMPED KURTEN 1943, AND PROJECTS 6 INCHES.  TO
 BM0960'REACH FROM THE STATION.  GO S ON GRAVEL ROAD FOR 0.6 MILE TO
 BM0960'THE MARK ON THE RIGHT.
 BM0960'
 BM0960'TO REACH THE STATION FROM THE JUNCTIONS OF ROUTES 190, 6 AND
 BM0960'21 AT THE N EDGE OF BRYAN.  GO NE ON U.S. HIGHWAY 190 FOR 9.5
 BM0960'MILES TO A GRAVEL SIDE ROAD LEFT AT THE PLAGEN GROCERY STORE
 BM0960'IN KURTEN.  TURN LEFT AND GO N ON GRAVEL ROAD FOR 1.15 MILES
 BM0960'TO A WHITE CHURCH ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON
 BM0960'GRAVEL ROAD FOR 0.2 MILE TO THE KURTEN FARMHOUSE ON THE RIGHT
 BM0960'AND STATION ABOUT 150 FEET N.
 BM0960'
 BM0960'NOTE--A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 BM0960'
 BM0960'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BM0960
 BM0960                          STATION RECOVERY (1957)
 BM0960
 BM0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HMP)
 BM0960'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE GRAVEL
 BM0960'ROAD NORTH FROM PLAGEN GROCERY STORE IN KURTEN IS NOW F.M. 2038.
 BM0960
 BM0960                          STATION RECOVERY (1994)
 BM0960
 BM0960'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0961 ***********************************************************************
 BM0961  DESIGNATION -  KURTEN LUTHERAN CHURCH SPIRE
 BM0961  PID         -  BM0961
 BM0961  STATE/COUNTY-  TX/BRAZOS
 BM0961  USGS QUAD   -  KURTEN (1980)
 BM0961
 BM0961                         *CURRENT SURVEY CONTROL
 BM0961  ___________________________________________________________________
 BM0961* NAD 83(1993)-  30 47 44.98586(N)    096 16 41.63993(W)     ADJUSTED  
 BM0961* NAVD 88     -                                                        
 BM0961  ___________________________________________________________________
 BM0961  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 BM0961  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BM0961
 BM0961  HORZ ORDER  -  THIRD
 BM0961
 BM0961.The horizontal coordinates were established by classical geodetic methods
 BM0961.and adjusted by the National Geodetic Survey in February 1996..
 BM0961
 BM0961
 BM0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0961
 BM0961.The geoid height was determined by GEOID03.
 BM0961
 BM0961;                    North         East     Units Scale Factor Converg.
 BM0961;SPC TX C     - 3,132,245.505 1,087,972.656   MT  0.99988814   +2 05 19.0
 BM0961;SPC TX C     -10,276,375.46  3,569,456.96   sFT  0.99988814   +2 05 19.0
 BM0961;UTM  14      - 3,410,143.576   760,435.239   MT  1.00043677   +1 23 39.4
 BM0961
 BM0961                          SUPERSEDED SURVEY CONTROL
 BM0961
 BM0961  NAD 83(1986)-  30 47 44.99908(N)    096 16 41.62047(W) AD(       ) 4
 BM0961  NAD 27      -  30 47 44.30500(N)    096 16 40.76100(W) AD(       ) 3
 BM0961
 BM0961.Superseded values are not recommended for survey control.
 BM0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0961.See file dsdata.txt to determine how the superseded data were derived.
 BM0961
 BM0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV6043510144(NAD 83)
 BM0961_MARKER: 90 = CHURCH SPIRE
 BM0961
 BM0961  HISTORY     - Date     Condition        Report By
 BM0961  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0961  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0961
 BM0961                          STATION DESCRIPTION
 BM0961
 BM0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0961'THIS INTERSECTION STATION IS THE SPIRE ON THE KURTEN LUTHERAN
 BM0961'CHURCH, LOCATED ABOUT 1.1 MILES N OF U.S. HIGHWAY 190, AND
 BM0961'ON THE N SIDE OF THE SMALL SETTLEMENT OF KURTEN.  IT IS A
 BM0961'WHITE FRAME BUILDING, WITH A BELFRY OVER THE W ENTRANCE.
 BM0961'POINT OBSERVED UPON WAS THE CROSS ON THE TOP OF THE BELFRY.
 BM0961
 BM0961                          STATION RECOVERY (1994)
 BM0961
 BM0961'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0959 ***********************************************************************
 BM0959  DESIGNATION -  KURTEN ZION EVAN CHURCH SPIRE
 BM0959  PID         -  BM0959
 BM0959  STATE/COUNTY-  TX/BRAZOS
 BM0959  USGS QUAD   -  KURTEN (1980)
 BM0959
 BM0959                         *CURRENT SURVEY CONTROL
 BM0959  ___________________________________________________________________
 BM0959* NAD 83(1993)-  30 47 16.03852(N)    096 15 56.76766(W)     ADJUSTED  
 BM0959* NAVD 88     -                                                        
 BM0959  ___________________________________________________________________
 BM0959  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BM0959  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BM0959
 BM0959  HORZ ORDER  -  THIRD
 BM0959
 BM0959.The horizontal coordinates were established by classical geodetic methods
 BM0959.and adjusted by the National Geodetic Survey in February 1996..
 BM0959
 BM0959
 BM0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 BM0959
 BM0959.The geoid height was determined by GEOID03.
 BM0959
 BM0959;                    North         East     Units Scale Factor Converg.
 BM0959;SPC TX C     - 3,131,398.275 1,089,197.257   MT  0.99988865   +2 05 42.1
 BM0959;SPC TX C     -10,273,595.84  3,573,474.67   sFT  0.99988865   +2 05 42.1
 BM0959;UTM  14      - 3,409,281.088   761,650.151   MT  1.00044460   +1 24 01.2
 BM0959
 BM0959                          SUPERSEDED SURVEY CONTROL
 BM0959
 BM0959  NAD 83(1986)-  30 47 16.05179(N)    096 15 56.74831(W) AD(       ) 4
 BM0959  NAD 27      -  30 47 15.35500(N)    096 15 55.88800(W) AD(       ) 3
 BM0959
 BM0959.Superseded values are not recommended for survey control.
 BM0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0959.See file dsdata.txt to determine how the superseded data were derived.
 BM0959
 BM0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV6165009281(NAD 83)
 BM0959_MARKER: 90 = CHURCH SPIRE
 BM0959
 BM0959  HISTORY     - Date     Condition        Report By
 BM0959  HISTORY     - 1943     FIRST OBSERVED   CGS
 BM0959  HISTORY     - 19940820 GOOD             USPSQD
 BM0959
 BM0959                          STATION DESCRIPTION
 BM0959
 BM0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (PLB)
 BM0959'THIS INTERSECTION STATION IS THE SPIRE ON THE ZION EVANGELICAL
 BM0959'CHURCH, LOCATED ABOUT 0.1 MILE N OF U.S. HIGHWAY 190 IN THE
 BM0959'SMALL SETTLEMENT OF KURTEN.  IT IS A WHITE FRAME STRUCTURE
 BM0959'WITH A BELFRY OVER THE E ENTRANCE TO THE CHURCH.  POINT OBSERVED
 BM0959'UPON WAS THE CROSS ON THE SPIRE.
 BM0959
 BM0959                          STATION RECOVERY (1994)
 BM0959
 BM0959'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0993 ***********************************************************************
 CT0993  DESIGNATION -  KYLE RESET
 CT0993  PID         -  CT0993
 CT0993  STATE/COUNTY-  TX/PALO PINTO
 CT0993  USGS QUAD   -  PALO PINTO (1984)
 CT0993
 CT0993                         *CURRENT SURVEY CONTROL
 CT0993  ___________________________________________________________________
 CT0993* NAD 83(1993)-  32 49 18.48257(N)    098 19 12.80578(W)     ADJUSTED  
 CT0993* NAVD 88     -       412.5    (meters)    1353.     (feet)  VERTCON   
 CT0993  ___________________________________________________________________
 CT0993  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CT0993  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 CT0993
 CT0993  HORZ ORDER  -  FIRST
 CT0993
 CT0993.The horizontal coordinates were established by classical geodetic methods
 CT0993.and adjusted by the National Geodetic Survey in February 1996..
 CT0993
 CT0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 CT0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CT0993
 CT0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 CT0993
 CT0993.The geoid height was determined by GEOID03.
 CT0993
 CT0993;                    North         East     Units Scale Factor Converg.
 CT0993;SPC TXNC     - 2,128,106.940   616,832.335   MT  0.99988062   +0 05 53.0
 CT0993;SPC TXNC     - 6,981,964.19  2,023,724.09   sFT  0.99988062   +0 05 53.0
 CT0993;UTM  14      - 3,631,736.637   563,629.824   MT  0.99964992   +0 22 06.5
 CT0993
 CT0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CT0993!SPC TXNC     -   0.99993984  x   0.99988062  =   0.99982047
 CT0993!UTM  14      -   0.99993984  x   0.99964992  =   0.99958979
 CT0993
 CT0993:                Primary Azimuth Mark                     Grid Az
 CT0993:SPC TXNC     -  KYLE AZ MK                               125 21 23.5
 CT0993:UTM  14      -  KYLE AZ MK                               125 05 10.0
 CT0993
 CT0993|---------------------------------------------------------------------|
 CT0993| PID    Reference Object                     Distance      Geod. Az  |
 CT0993|                                                           dddmmss.s |
 CT0993| CX8471 KYLE AZ MK                                         1252716.5 |
 CT0993| CX8472 KYLE RM                              52.465 METERS 21807     |
 CT0993| CX8473 KYLE RM 1                            13.075 METERS 22423     |
 CT0993| CX8474 KYLE RM 2                            20.893 METERS 31127     |
 CT0993|---------------------------------------------------------------------|
 CT0993
 CT0993                          SUPERSEDED SURVEY CONTROL
 CT0993
 CT0993  NAD 83(1993)-  32 49 18.48552(N)    098 19 12.79306(W) AD(       ) 1
 CT0993  NAD 83(1986)-  32 49 18.48696(N)    098 19 12.78962(W) AD(       ) 1
 CT0993  NAD 27      -  32 49 18.03900(N)    098 19 11.61200(W) AD(       ) 1
 CT0993  NGVD 29 (07/19/86)  412.4    (m)         1353.     (f) VERT ANG       
 CT0993
 CT0993.Superseded values are not recommended for survey control.
 CT0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0993.See file dsdata.txt to determine how the superseded data were derived.
 CT0993
 CT0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB6363031737(NAD 83)
 CT0993_MARKER: DS = TRIANGULATION STATION DISK
 CT0993_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 CT0993_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CT0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0993+STABILITY: SURFACE MOTION
 CT0993
 CT0993  HISTORY     - Date     Condition        Report By
 CT0993  HISTORY     - 1937     MONUMENTED       CGS
 CT0993  HISTORY     - 1937     GOOD             TXHD
 CT0993  HISTORY     - 1946     GOOD             CGS
 CT0993  HISTORY     - 1955     GOOD             CGS
 CT0993  HISTORY     - 1958     GOOD             USGS
 CT0993  HISTORY     - 1960     GOOD             CGS
 CT0993  HISTORY     - 1968     GOOD             CGS
 CT0993  HISTORY     - 1981     GOOD             NGS
 CT0993
 CT0993                          STATION DESCRIPTION
 CT0993
 CT0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (OSR)
 CT0993'MARKS RECOVERED AND FOUND AS DESCRIBED, IN GOOD CONDITION.
 CT0993'THE FOLLOWING IS A NEW DESCRIPTION--
 CT0993'
 CT0993'ABOUT 4 MILES N BY W OF PALO PINTO AND 1-1/4 MILES W OF THE
 CT0993'PALO PINTO-JACKSBORO ROAD AND ABOUT 1 MILE SE OF THE BRAZOS
 CT0993'RIVER, ON THE HIGHEST PART OF KYLE MOUNTAIN THE TOP OF WHICH
 CT0993'IS A BRUSH COVERED TABLELAND OF ABOUT 2 ACRES AREA.  THE
 CT0993'STATION IS IN THE MIDDLE OF THIS TABLELAND LONGITUDINALLY
 CT0993'AND ABOUT 1/4 DISTANCE FROM THE NE END ON LAND OWNED BY THE
 CT0993'WORTH RANCH.
 CT0993'
 CT0993'SURFACE MARK WAS AN IRON SPIKE IN PIECE OF TERRA-COTTA
 CT0993'PIPE 14 INCHES LONG EMBEDDED IN CONCRETE FLUSH WITH GROUND.
 CT0993'SPIKE WAS REMOVED FROM SURFACE MARK AND STANDARD DISK WAS
 CT0993'CEMENTED IN ITS PLACE.
 CT0993'
 CT0993'UNDERGROUND MARK IS 6-INCH BED OF CONCRETE 24 INCHES BELOW
 CT0993'SURFACE WITH AN IRON SPIKE.
 CT0993'
 CT0993'REFERENCE MARK IS 5/8-INCH DRILL HOLE IN ROCK OUTCROP SURROUNDED
 CT0993'BY 5-INCH TRIANGLE CUT IN ROCK.
 CT0993'
 CT0993'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN ROCK OUTCROP
 CT0993'FLUSH WITH GROUND SW OF STATION.
 CT0993'
 CT0993'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK IN ROCK OUTCROP
 CT0993'FLUSH WITH GROUND NW OF STATION.
 CT0993'
 CT0993'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE POST
 CT0993'THAT PROJECTS 8 INCHES, ABOUT 1-1/4 MILES SE OF STATION.
 CT0993'IT IS 21 PACES S AND 13 PACES E OF T-ROAD INTERSECTION AND
 CT0993'ABOUT 7 FEET E OF E RIGHT-OF-WAY FENCE.
 CT0993'
 CT0993'ELEVATION OF STATION 412.4 METERS (1,353 FEET).
 CT0993'
 CT0993'REACHED FROM THE COURTHOUSE IN PALO PINTO, 1 BLOCK N OF
 CT0993'U.S. HIGHWAY 80, BY GOING E 0.2 MILE, THENCE LEFT (N) 3
 CT0993'MILES TO A SIDE ROAD W (AZIMUTH MARK IS 21 PACES S AND 13
 CT0993'PACES E OF THIS ROAD INTERSECTION).  THENCE TURN LEFT AND GO
 CT0993'W ON GRADED DIRT ROAD FOR 1.25 MILES TO CATTLEGUARD ENTERING
 CT0993'WORTH RANCH.  PASS THROUGH CATTLEGUARD AND CONTINUE W FOR
 CT0993'0.25 MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK N TO A
 CT0993'TRAIL, THEN FOLLOW TRAIL E TO TOP OF MOUNTAIN AT W EDGE OF ITS
 CT0993'SOUTHERN POINT THEN N TO HIGHEST POINT AND STATION.  ABOUT
 CT0993'A 15-MINUTE PACK.
 CT0993
 CT0993                          STATION RECOVERY (1937)
 CT0993
 CT0993'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1937
 CT0993'STATION WAS RECOVERED AS GIVEN BY OLD DESCRIPTION.  NO
 CT0993'ATTEMPT WAS MADE TO LOCATE ANY REFERENCE MARKS.
 CT0993'
 CT0993'TO REACH STATION, LEAVE PALO PINTO FROM STATE HIGHWAY 1 IN
 CT0993'PALO PINTO AT SE CORNER OF COURTHOUSE, GO N 1 BLOCK, THEN
 CT0993'E ABOUT 0.10 MILE TO A ROCK HOME, TURN N ON COUNTY ROAD
 CT0993'HERE AND GO WITH MAIN ROAD IN A GENERAL NW BY N DIRECTION.  AT
 CT0993'2-3/4 MILES A ROAD TURNS OFF TO LEFT (W) AND IS ABOUT 1 MILE
 CT0993'LONG.  AT 3-1/4 MILES TAKE THE ROAD LEADING W (THIS ROAD LEADS
 CT0993'TO WORTH RANCH AND A CAMP SITE OF SEVERAL CABINS SOMETIMES USED
 CT0993'BY BOY SCOUTS).  THEN W AND N WITH ROAD TO RUSTIC ENTRANCE GATE
 CT0993'TO WORTH RANCH.  THEN NW BY N 0.50 MILE TO SUMMIT OF KYLE
 CT0993'MOUNTAIN AND STATION AS GIVEN BY OLD DESCRIPTION.
 CT0993
 CT0993                          STATION RECOVERY (1946)
 CT0993
 CT0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCP)
 CT0993'THE STATION WAS RECOVERED AS DESCRIBED IN 1937 AND ALL MARKS
 CT0993'WERE FOUND IN EXCELLENT CONDITION WITH THE EXCEPTION OF
 CT0993'THE AZIMUTH MARK WHICH HAS BEEN DESTROYED.  A NEW DESCRIPTION
 CT0993'FOLLOWS--
 CT0993'
 CT0993'THE STATION IS LOCATED ABOUT 4 MILES NNW OF THE CITY OF PALO
 CT0993'PINTO, 1.25 MILES W OF THE PALO PINTO-JACKSBORO ROAD AND
 CT0993'ABOUT 1 MILE SE OF THE BRAZOS RIVER.  THE STATION IS ON THE
 CT0993'HIGHEST PART OF KYLE MOUNTAIN, THE TOP OF WHICH IS A CEDAR AND
 CT0993'BRUSH COVERED TABLELAND OF ABOUT 2 ACRES AREA.  THE MARK
 CT0993'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED KYLE 1902 1937.
 CT0993'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CT0993'
 CT0993'REFERENCE MARK 1 IS 13.075 METERS (42.90 FEET) SW OF THE STATION.
 CT0993'THE DISK IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AND
 CT0993'IS FLUSH WITH THE GROUND.  THE MARK IS A BRONZE REFERENCE
 CT0993'DISK STAMPED KYLE NO 1 1902 1937.
 CT0993'
 CT0993'REFERENCE MARK 2 IS 20.893 METERS (68.55 FEET) NW OF THE
 CT0993'STATION.  THE DISK IS SET IN A DRILL HOLE IN OUTCROPPING
 CT0993'BEDROCK AND IS FLUSH WITH THE GROUND.  THE MARK IS A BRONZE
 CT0993'REFERENCE DISK STAMPED KYLE NO 2 1902 1937.
 CT0993'
 CT0993'THE AZIMUTH MARK WAS DESTROYED BY ROAD GRADER AS THE PALO
 CT0993'PINTO-JACKSBORO ROAD IS UNDER CONSTRUCTION.  THE DISK WAS
 CT0993'REMOVED FROM THE CONCRETE BLOCK.
 CT0993'
 CT0993'THE 1937 DESCRIPTION TO REACH THE STATION IS ADEQUATE AND
 CT0993'CORRECT.
 CT0993
 CT0993                          STATION RECOVERY (1955)
 CT0993
 CT0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CT0993'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION, AZIMUTH
 CT0993'MARK DESTROYED.
 CT0993
 CT0993                          STATION RECOVERY (1958)
 CT0993
 CT0993'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CT0993'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32098-1, STATION 1001.
 CT0993'
 CT0993'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED.  ALL MARKS FOUND
 CT0993'IN GOOD CONDITION.  AZIMUTH MARK NOT FOUND AND WAS REPORTED DESTROYED
 CT0993'IN 1946.
 CT0993'
 CT0993'MINOR CORRECTIONS FOR ROUTE DESCRIPTION AS FOLLOWS BY USGS IN 1958
 CT0993'
 CT0993'TO REACH THE STATION FROM THE COURTHOUSE IN PALO PINTO, PALO PINTO
 CT0993'COUNTY, TEXAS, GO E. ON U.S. 180 0.2 MI. TO FARM ROAD NO. 4, TURN
 CT0993'LEFT (N.) AND GO 3.0 MI. TO RD. W. (LEFT) TO THE WORTH BOY SCOUT
 CT0993'RANCH.  TURN LEFT AND GO 1.7 MI. TO THE WORTH RANCH AND THE END OF
 CT0993'TRUCK TRAVEL, PACK N. ALONG A SCOUT TRAIL TO RIDGE TOP, THEN W.
 CT0993'ALONG TRAIL TO THE SOUTHERN POINT OF THE MOUNTAIN, TURN RIGHT (N.)
 CT0993'AND PROCEED ABOUT 200 YDS. TO THE HIGHEST POINT AND THE STATION.
 CT0993'
 CT0993'STATION MARK--STANDARD USC AND GS DISK EMBEDDED IN CONCRETE FLUSH
 CT0993'WITH THE GROUND, STAMPED---KYLE, 1902-37---.
 CT0993
 CT0993                          STATION RECOVERY (1960)
 CT0993
 CT0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWH)
 CT0993'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CT0993'IN GOOD CONDITION AS DESCRIBED.  TO REACH THE STATION, GO
 CT0993'NORTH ON F.M. 4 FOR 3.015 MILES (FROM U.S. 180 IN PALO PINTO)
 CT0993'TO ROAD TO LEFT.  TURN ON ROAD TO LEFT AND GO 1.815 MILE TO
 CT0993'WORTH RANCH BOY SCOUT CAMP.  FROM CAMP, TAKE TRAIL ON FOOT EAST
 CT0993'UP TO TOP OF MOUNTAIN AND STATION.
 CT0993
 CT0993                          STATION RECOVERY (1968)
 CT0993
 CT0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 CT0993'STATION MARK--STANDARD USC AND GS DISK EMBEDDED IN CONCRETE FLUSH
 CT0993'WITH THE GROUND, STAMPED ---KYLE, 1902-37---.
 CT0993'
 CT0993'STATION RECOVERED AS DESCRIBED.
 CT0993
 CT0993                          STATION RECOVERY (1981)
 CT0993
 CT0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CT0993'THE STATION WAS RECOVERED AS DESCRIBED IN 1946.  THE MARKS ARE BEAT
 CT0993'UP BUT SEEM TO BE IN GOOD CONDITION.
 CT0993'
 CT0993'THE STATION IS LOCATED ON THE HIGHEST POINT ON A HILL KNOWN AS KYLE
 CT0993'MOUNTAIN, 1 MILE SOUTHEAST OF THE BRAZOS RIVER, 4 MILES
 CT0993'NORTH-NORTHWEST OF PALO PINTO AND 1 MILE EAST-NORTHEAST OF THE WORTH
 CT0993'RANCH BOY SCOUT CAMP.
 CT0993'
 CT0993'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 180 AND FARM
 CT0993'TO MARKET ROAD IN PALO PINTO, GO NORTH ON FM 4 FOR 3.1 MILES TO A
 CT0993'ROAD ON THE LEFT LEADING TO THE WORTH RANCH.  TURN LEFT AND GO
 CT0993'WESTERLY FOR 1.9 MILES TO THE RANCH HEADQUARTERS AND END OF TRUCK
 CT0993'TRAVEL.  PACK NORTHEASTERLY UP TRAIL TO THE HIGHEST POINT AND THE
 CT0993'STATION.  THE PACK IS ABOUT 20 TO 30 MINUTES ACCORDING TO THE WEIGHT
 CT0993'BEING CARRIED.  CAUTION SHOULD BE USED AS THE HILL IS VERY STEEP AND
 CT0993'INFESTED WITH RATTLESNAKES.
 CT0993'
 CT0993'THE STATION IS REPORTED TO BE A SPIKE IMBEDDED IN A MASS OF CONCRETE
 CT0993'FOR THE SUBSURFACE AND IS A STANDARD DISK OF THE CGS AT THE
 CT0993'SURFACE.  THE SURFACE DISK IS SET IN THE TOP OF A ROUNDED OFF
 CT0993'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED---KYLE 1902
 CT0993'1937---.  IT IS IN THE CENTER OF A SLIGHTLY HIGHER RISE 1 FOOT
 CT0993'EAST OF A TRAIL ON THE RIDGE.
 CT0993'
 CT0993'REFERENCE MARK 1 IS A CGS DISK SET IN A DRILL HOLE IN BEDROCK FLUSH
 CT0993'WITH THE GROUND AND STAMPED---KYLE NO 1 1902 1937---.  IT IS 7 FEET
 CT0993'WEST OF THE TRAIL.
 CT0993'
 CT0993'REFERENCE MARK 2 IS A CGS DISK SET IN A DRILL HOLE IN BEDROCK FLUSH
 CT0993'WITH THE GROUND AND STAMPED---KYLE NO 2 1902 1937---.  IT IS 8 FEET
 CT0993'WEST OF THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0250 ***********************************************************************
 CD0250  DESIGNATION -  L 1 USGS
 CD0250  PID         -  CD0250
 CD0250  STATE/COUNTY-  TX/CULBERSON
 CD0250  USGS QUAD   -  FIGURE TWO RANCH (1973)
 CD0250
 CD0250                         *CURRENT SURVEY CONTROL
 CD0250  ___________________________________________________________________
 CD0250* NAD 83(1986)-  31 24 45.     (N)    104 51 08.     (W)     SCALED    
 CD0250* NAVD 88     -      1118.241  (meters)    3668.76   (feet)  ADJUSTED  
 CD0250  ___________________________________________________________________
 CD0250  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CD0250  DYNAMIC HT  -        1116.518 (meters)    3663.11  (feet)  COMP
 CD0250  MODELED GRAV-     979,061.9   (mgal)                       NAVD 88
 CD0250
 CD0250  VERT ORDER  -  SECOND    CLASS 0
 CD0250
 CD0250.The horizontal coordinates were scaled from a topographic map and have
 CD0250.an estimated accuracy of +/- 6 seconds.
 CD0250
 CD0250.The orthometric height was determined by differential leveling
 CD0250.and adjusted by the National Geodetic Survey in June 1991..
 CD0250
 CD0250.The geoid height was determined by GEOID03.
 CD0250
 CD0250.The dynamic height is computed by dividing the NAVD 88
 CD0250.geopotential number by the normal gravity value computed on the
 CD0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0250.degrees latitude (g = 980.6199 gals.).
 CD0250
 CD0250.The modeled gravity was interpolated from observed gravity values.
 CD0250
 CD0250;                    North         East    Units  Estimated Accuracy
 CD0250;SPC TX C     - 3,202,260.      270,450.      MT  (+/- 180 meters Scaled)
 CD0250
 CD0250                          SUPERSEDED SURVEY CONTROL
 CD0250
 CD0250  NGVD 29 (??/??/92) 1117.759  (m)         3667.18   (f) ADJ UNCH    2 0
 CD0250
 CD0250.Superseded values are not recommended for survey control.
 CD0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0250.See file dsdata.txt to determine how the superseded data were derived.
 CD0250
 CD0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ140753(NAD 83)
 CD0250_MARKER: DD = SURVEY DISK
 CD0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0250_STAMPING: 3668 L 1 1933
 CD0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0250+STABILITY: SURFACE MOTION
 CD0250
 CD0250  HISTORY     - Date     Condition        Report By
 CD0250  HISTORY     - 1933     MONUMENTED       USGS
 CD0250  HISTORY     - 1958     GOOD             NGS
 CD0250
 CD0250                          STATION DESCRIPTION
 CD0250
 CD0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0250'28.9 MI N FROM VAN HORN.
 CD0250'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0250'STATION AT VAN HORN, THENCE ABOUT 28.15 MILES NORTH ALONG STATE
 CD0250'HIGHWAY 54.  AT AN EAST-WEST FENCE, THENCE ABOUT 0.6 MILE WEST ALONG
 CD0250'FENCE LINE TO OLD HIGHWAY, 65 FEET WEST OF THE CENTER LINE OF THE OLD
 CD0250'HIGHWAY, 48 FEET WEST OF THE CENTER LINE OF A WOODEN GATE, 2 FEET
 CD0250'NORTH OF A FENCE, ABOUT LEVEL WITH THE OLD HIGHWAY, AND IN THE TOP OF
 CD0250'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0302 ***********************************************************************
 CD0302  DESIGNATION -  L 10 USGS
 CD0302  PID         -  CD0302
 CD0302  STATE/COUNTY-  TX/CULBERSON
 CD0302  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0302
 CD0302                         *CURRENT SURVEY CONTROL
 CD0302  ___________________________________________________________________
 CD0302* NAD 83(1986)-  31 48 55.     (N)    104 49 52.     (W)     SCALED    
 CD0302* NAVD 88     -      1331.546  (meters)    4368.58   (feet)  ADJUSTED  
 CD0302  ___________________________________________________________________
 CD0302  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CD0302  DYNAMIC HT  -        1329.518 (meters)    4361.93  (feet)  COMP
 CD0302  MODELED GRAV-     979,069.8   (mgal)                       NAVD 88
 CD0302
 CD0302  VERT ORDER  -  FIRST     CLASS I
 CD0302
 CD0302.The horizontal coordinates were scaled from a topographic map and have
 CD0302.an estimated accuracy of +/- 6 seconds.
 CD0302
 CD0302.The orthometric height was determined by differential leveling
 CD0302.and adjusted by the National Geodetic Survey in June 1991..
 CD0302
 CD0302.The geoid height was determined by GEOID03.
 CD0302
 CD0302.The dynamic height is computed by dividing the NAVD 88
 CD0302.geopotential number by the normal gravity value computed on the
 CD0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0302.degrees latitude (g = 980.6199 gals.).
 CD0302
 CD0302.The modeled gravity was interpolated from observed gravity values.
 CD0302
 CD0302;                    North         East    Units  Estimated Accuracy
 CD0302;SPC TX C     - 3,246,800.      274,260.      MT  (+/- 180 meters Scaled)
 CD0302
 CD0302                          SUPERSEDED SURVEY CONTROL
 CD0302
 CD0302  NGVD 29 (??/??/92) 1330.978  (m)         4366.72   (f) ADJ UNCH    1 1
 CD0302
 CD0302.Superseded values are not recommended for survey control.
 CD0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0302.See file dsdata.txt to determine how the superseded data were derived.
 CD0302
 CD0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER159199(NAD 83)
 CD0302_MARKER: DD = SURVEY DISK
 CD0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0302_STAMPING: L 10 1933 4367
 CD0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0302+STABILITY: SURFACE MOTION
 CD0302
 CD0302  HISTORY     - Date     Condition        Report By
 CD0302  HISTORY     - 1933     MONUMENTED       USGS
 CD0302  HISTORY     - 1958     GOOD             NGS
 CD0302  HISTORY     - 1977     GOOD             NGS
 CD0302
 CD0302                          STATION DESCRIPTION
 CD0302
 CD0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0302'96.4 MI E FROM EL PASO.
 CD0302'ABOUT 89.9 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0302'JUNCTION OF LOOP 16 AT EL PASO, THENCE 3.6 MILES EAST ALONG THE OLD
 CD0302'HIGHWAY, THENCE 1.3 MILES NORTH ALONG STATE HIGHWAY 54, THENCE 1.6
 CD0302'MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180.  151 FEET NORTHWEST
 CD0302'OF THE CENTER LINE OF THE HIGHWAY, 139 FEET NORTHWEST OF THE NORTHWEST
 CD0302'END OF A 24-INCH TUBE CULVERT, 54 FEET NORTHWEST OF A FENCE, 2 FEET
 CD0302'SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 CD0302'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CD0302
 CD0302                          STATION RECOVERY (1977)
 CD0302
 CD0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0302'7.65 MILES SOUTHWEST ALONG U.S HIGHWAYS 62 AND 180 FROM THE
 CD0302'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, AT THE JUNCTION
 CD0302'OF A GRAVEL ROAD LEADING NORTHWEST, 152 FT. NORTHWEST OF THE
 CD0302'CENTER LINE OF THE HIGHWAY, 66.5 FT. NORTHEAST OF THE CENTER LINE
 CD0302'OF THE GRAVEL ROAD, 125 FT. WEST OF THE NORTHWEST END OF A
 CD0302'36-INCH CONCRETE PIPE CULVERT BELOW THE HIGHWAY, 54 FT. NORTHWEST
 CD0302'OF THE BOUNDARY FENCE.  WITNESS POST IS OF CONCRETE.
 CD0302'NOTE--MAY ALSO BE REACHED BY GOING 1.6 MILES NORTHEAST ALONG
 CD0302'U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION OF STATE HIGHWAY 54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0420 ***********************************************************************
 BY0420  DESIGNATION -  L 100
 BY0420  PID         -  BY0420
 BY0420  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0420  USGS QUAD   -  MC GEE BEND (1984)
 BY0420
 BY0420                         *CURRENT SURVEY CONTROL
 BY0420  ___________________________________________________________________
 BY0420* NAD 83(1986)-  31 07 27.     (N)    094 04 39.     (W)     SCALED    
 BY0420* NAVD 88     -        53.52   (+/-2cm)     175.6    (feet)  VERTCON   
 BY0420  ___________________________________________________________________
 BY0420  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BY0420
 BY0420  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0420
 BY0420.The horizontal coordinates were scaled from a topographic map and have
 BY0420.an estimated accuracy of +/- 6 seconds.
 BY0420
 BY0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0420.The vertical order pertains to the NGVD 29 superseded value.
 BY0420
 BY0420.The geoid height was determined by GEOID03.
 BY0420
 BY0420;                    North         East    Units  Estimated Accuracy
 BY0420;SPC TX C     - 3,178,340.    1,296,300.      MT  (+/- 180 meters Scaled)
 BY0420
 BY0420                          SUPERSEDED SURVEY CONTROL
 BY0420
 BY0420  NGVD 29 (??/??/92)   53.530  (m)          175.62   (f) ADJ UNCH    2 0
 BY0420
 BY0420.Superseded values are not recommended for survey control.
 BY0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0420.See file dsdata.txt to determine how the superseded data were derived.
 BY0420
 BY0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ972438(NAD 83)
 BY0420_MARKER: DB = BENCH MARK DISK
 BY0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0420_STAMPING: L 100 1952
 BY0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0420+STABILITY: SURFACE MOTION
 BY0420
 BY0420  HISTORY     - Date     Condition        Report By
 BY0420  HISTORY     - 1952     MONUMENTED       CGS
 BY0420
 BY0420                          STATION DESCRIPTION
 BY0420
 BY0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0420'5.85 MI SW FROM BROOKELAND.
 BY0420'1.4 MILES WEST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0420'BROOKELAND, THENCE 4.45 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, AT
 BY0420'THE HUGH PAL FARM HOME, 129 FEET EAST OF A POWER POLE, 71 FEET SOUTH
 BY0420'OF THE CENTER LINE OF THE DIRT ROAD, 39 FEET NORTHEAST OF THE
 BY0420'NORTHEAST CORNER OF THE FARMHOUSE, 4.4 FEET WEST OF A GATE POST, 1.3
 BY0420'FEET NORTH OF A PICKET FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN
 BY0420'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1029 ***********************************************************************
 AY1029  DESIGNATION -  L 1000
 AY1029  PID         -  AY1029
 AY1029  STATE/COUNTY-  TX/BEXAR
 AY1029  USGS QUAD   -  HELOTES (1992)
 AY1029
 AY1029                         *CURRENT SURVEY CONTROL
 AY1029  ___________________________________________________________________
 AY1029* NAD 83(1986)-  29 37 00.     (N)    098 44 56.     (W)     SCALED    
 AY1029* NAVD 88     -       405.305  (meters)    1329.74   (feet)  ADJUSTED  
 AY1029  ___________________________________________________________________
 AY1029  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AY1029  DYNAMIC HT  -         404.710 (meters)    1327.79  (feet)  COMP
 AY1029  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 AY1029
 AY1029  VERT ORDER  -  SECOND    CLASS 0
 AY1029
 AY1029.The horizontal coordinates were scaled from a topographic map and have
 AY1029.an estimated accuracy of +/- 6 seconds.
 AY1029
 AY1029.The orthometric height was determined by differential leveling
 AY1029.and adjusted by the National Geodetic Survey in June 1991..
 AY1029
 AY1029.The geoid height was determined by GEOID03.
 AY1029
 AY1029.The dynamic height is computed by dividing the NAVD 88
 AY1029.geopotential number by the normal gravity value computed on the
 AY1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1029.degrees latitude (g = 980.6199 gals.).
 AY1029
 AY1029.The modeled gravity was interpolated from observed gravity values.
 AY1029
 AY1029;                    North         East    Units  Estimated Accuracy
 AY1029;SPC TXSC     - 4,197,670.      624,320.      MT  (+/- 180 meters Scaled)
 AY1029
 AY1029                          SUPERSEDED SURVEY CONTROL
 AY1029
 AY1029  NGVD 29 (??/??/92)  405.199  (m)         1329.39   (f) ADJ UNCH    2 0
 AY1029
 AY1029.Superseded values are not recommended for survey control.
 AY1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1029.See file dsdata.txt to determine how the superseded data were derived.
 AY1029
 AY1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT243763(NAD 83)
 AY1029_MARKER: DB = BENCH MARK DISK
 AY1029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1029_SP_SET: BRIDGE
 AY1029_STAMPING: L 1000 1953
 AY1029_MARK LOGO: CGS   
 AY1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1029
 AY1029  HISTORY     - Date     Condition        Report By
 AY1029  HISTORY     - 1953     MONUMENTED       CGS
 AY1029  HISTORY     - 19770317 GOOD             NGS
 AY1029  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1029
 AY1029                          STATION DESCRIPTION
 AY1029
 AY1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1029'5.3 MI NW FROM HELOTES.
 AY1029'5.3 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT
 AY1029'HELOTES, 13 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 AY1029'TOP OF THE SOUTH END OF THE WEST BANISTER OF A SMALL CONCRETE BRIDGE.
 AY1029
 AY1029                          STATION RECOVERY (1977)
 AY1029
 AY1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AY1029'RECOVERED IN GOOD CONDITION.
 AY1029
 AY1029                          STATION RECOVERY (1990)
 AY1029
 AY1029'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2140 ***********************************************************************
 AY2140  DESIGNATION -  L 1000 RESET
 AY2140  PID         -  AY2140
 AY2140  STATE/COUNTY-  TX/BEXAR
 AY2140  USGS QUAD   -  HELOTES (1992)
 AY2140
 AY2140                         *CURRENT SURVEY CONTROL
 AY2140  ___________________________________________________________________
 AY2140* NAD 83(1986)-  29 37 00.     (N)    098 44 56.     (W)     SCALED    
 AY2140* NAVD 88     -       404.84   (meters)    1328.2    (feet)  RESET     
 AY2140  ___________________________________________________________________
 AY2140  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AY2140
 AY2140  VERT ORDER  -  THIRD
 AY2140
 AY2140.The horizontal coordinates were scaled from a topographic map and have
 AY2140.an estimated accuracy of +/- 6 seconds.
 AY2140
 AY2140.The orthometric height was computed from unverified reset data.
 AY2140.No vertical observational check was made to the station.
 AY2140
 AY2140.The geoid height was determined by GEOID03.
 AY2140
 AY2140;                    North         East    Units  Estimated Accuracy
 AY2140;SPC TXSC     - 4,197,670.      624,320.      MT  (+/- 180 meters Scaled)
 AY2140
 AY2140                          SUPERSEDED SURVEY CONTROL
 AY2140
 AY2140  NGVD 29 (01/29/03)  404.74   (m)         1327.9    (f) RESET       3  
 AY2140
 AY2140.Superseded values are not recommended for survey control.
 AY2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2140.See file dsdata.txt to determine how the superseded data were derived.
 AY2140
 AY2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT243763(NAD 83)
 AY2140_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AY2140_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY2140_SP_SET: HEADWALL
 AY2140_MARK LOGO: NONE  
 AY2140_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY2140+STABILITY: SURFACE MOTION
 AY2140
 AY2140  HISTORY     - Date     Condition        Report By
 AY2140  HISTORY     - 1979     MONUMENTED       NGS
 AY2140  HISTORY     - 20020308 GOOD             USPSQD
 AY2140
 AY2140                          STATION DESCRIPTION
 AY2140
 AY2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AY2140'FROM THE JUNCTION OF STATE HIGHWAY 16 AND FARM ROAD 1560 IN HELOTES,
 AY2140'GO NORTHWEST ON STATE HIGHWAY 16 FOR 6.4 MI (10.3 KM) TO TOP OF HILL
 AY2140'AND THE MARK ON THE RIGHT IN HEADWALL OF CULVERT, AT  THE CENTER OF
 AY2140'THE NORTHWEST HEADWALL OF CULVERT, AND 42 FT (12.8 M) NORTHWEST OF
 AY2140'NORTHWEST TRAFFIC LANE OF HIGHWAY. ELEVATION OF THIS MARK WAS TAKEN
 AY2140'FROM THE STEM OF L 1000 RESET 1977 WHICH DID NOT HAVE AN ELEVATION.
 AY2140
 AY2140                          STATION RECOVERY (2002)
 AY2140
 AY2140'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY2140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0105 ***********************************************************************
 AY0105  DESIGNATION -  L 1001
 AY0105  PID         -  AY0105
 AY0105  STATE/COUNTY-  TX/BEXAR
 AY0105  USGS QUAD   -  LONGHORN (1992)
 AY0105
 AY0105                         *CURRENT SURVEY CONTROL
 AY0105  ___________________________________________________________________
 AY0105* NAD 83(1986)-  29 36 10.     (N)    098 27 21.     (W)     SCALED    
 AY0105* NAVD 88     -       285.973  (meters)     938.23   (feet)  POSTED    
 AY0105  ___________________________________________________________________
 AY0105  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AY0105  DYNAMIC HT  -         285.560 (meters)     936.87  (feet)  COMP
 AY0105  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 AY0105
 AY0105  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0105
 AY0105.The horizontal coordinates were scaled from a topographic map and have
 AY0105.an estimated accuracy of +/- 6 seconds.
 AY0105
 AY0105.The orthometric height was determined by differential leveling
 AY0105.and adjusted by the National Geodetic Survey in 1992..
 AY0105.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0105.rate of 0.0 thru 1.0 mm/km.
 AY0105
 AY0105.The geoid height was determined by GEOID03.
 AY0105
 AY0105.The dynamic height is computed by dividing the NAVD 88
 AY0105.geopotential number by the normal gravity value computed on the
 AY0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0105.degrees latitude (g = 980.6199 gals.).
 AY0105
 AY0105.The modeled gravity was interpolated from observed gravity values.
 AY0105
 AY0105;                    North         East    Units  Estimated Accuracy
 AY0105;SPC TXSC     - 4,196,220.      652,710.      MT  (+/- 180 meters Scaled)
 AY0105
 AY0105                          SUPERSEDED SURVEY CONTROL
 AY0105
 AY0105  NGVD 29 (??/??/92)  285.847  (m)          937.82   (f) ADJ UNCH    1 2
 AY0105
 AY0105.Superseded values are not recommended for survey control.
 AY0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0105.See file dsdata.txt to determine how the superseded data were derived.
 AY0105
 AY0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT526748(NAD 83)
 AY0105_MARKER: DB = BENCH MARK DISK
 AY0105_SETTING: 66 = SET IN ROCK OUTCROP
 AY0105_SP_SET: FLAT ROCK
 AY0105_STAMPING: L 1001 1953
 AY0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0105+STABILITY: POSITION/ELEVATION WELL
 AY0105
 AY0105  HISTORY     - Date     Condition        Report By
 AY0105  HISTORY     - 1953     MONUMENTED       CGS
 AY0105  HISTORY     - 1967     GOOD             USGS
 AY0105  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0105  HISTORY     - 19950504 MARK NOT FOUND   USPSQD
 AY0105
 AY0105                          STATION DESCRIPTION
 AY0105
 AY0105'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AY0105'4.3 MI SE FROM SAN ANTONIO.
 AY0105'3.3 MI. N. ALONG HWY 281 FROM BITTERS RD THEN 1.0 MI SE FROM THE
 AY0105'JUNCTION OF U.S. HIGHWAY 281 AND FARM ROAD 1604 ON THE NORTH SIDE OF
 AY0105'SAN ANTONIO, BEXAR COUNTY, 0.8 MILE EAST ON FARM ROAD 1604, THENCE
 AY0105'SOUTH THROUGH WOODS 0.15 MILE ALONG AN OLD AND BARELY DISCERNABLE
 AY0105'TRACK ROAD.  9 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD, 3
 AY0105'FEET SOUTH OF A ROCK CAIRN, IN THE TOP OF A FLAT ROCK, AND 0.2 FOOT
 AY0105'ABOVE THE GROUND.  A STANDARD DISK, STAMPED L 1001 1953.
 AY0105
 AY0105                          STATION RECOVERY (1987)
 AY0105
 AY0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0105'MARK NOT FOUND.
 AY0105
 AY0105                          STATION RECOVERY (1995)
 AY0105
 AY0105'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0339 ***********************************************************************
 AY0339  DESIGNATION -  L 1002 RESET 1965
 AY0339  PID         -  AY0339
 AY0339  STATE/COUNTY-  TX/BEXAR
 AY0339  USGS QUAD   -  MARTINEZ (1992)
 AY0339
 AY0339                         *CURRENT SURVEY CONTROL
 AY0339  ___________________________________________________________________
 AY0339* NAD 83(1986)-  29 28 33.     (N)    098 22 15.     (W)     SCALED    
 AY0339* NAVD 88     -       211.72   (+/-2cm)     694.6    (feet)  VERTCON   
 AY0339  ___________________________________________________________________
 AY0339  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AY0339
 AY0339  VERT ORDER  -  THIRD (See Below)
 AY0339
 AY0339.The horizontal coordinates were scaled from a topographic map and have
 AY0339.an estimated accuracy of +/- 6 seconds.
 AY0339
 AY0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0339.The vertical order pertains to the NGVD 29 superseded value.
 AY0339
 AY0339.The geoid height was determined by GEOID03.
 AY0339
 AY0339;                    North         East    Units  Estimated Accuracy
 AY0339;SPC TXSC     - 4,182,200.      661,010.      MT  (+/- 180 meters Scaled)
 AY0339
 AY0339                          SUPERSEDED SURVEY CONTROL
 AY0339
 AY0339  NGVD 29 (01/29/03)  211.62   (m)          694.3    (f) RESET       3  
 AY0339
 AY0339.Superseded values are not recommended for survey control.
 AY0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0339.See file dsdata.txt to determine how the superseded data were derived.
 AY0339
 AY0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT609608(NAD 83)
 AY0339_MARKER: DB = BENCH MARK DISK
 AY0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0339_SP_SET: CULVERT
 AY0339_STAMPING: L 1002 RESET 1965
 AY0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0339
 AY0339  HISTORY     - Date     Condition        Report By
 AY0339  HISTORY     - 1965     MONUMENTED       TXHD
 AY0339  HISTORY     - 1965     GOOD             NGS
 AY0339  HISTORY     - 1988     GOOD             USPSQD
 AY0339  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0339
 AY0339                          STATION DESCRIPTION
 AY0339
 AY0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 AY0339'0.8 MI NE FROM KIRBY.
 AY0339'ABOUT 0.8 MILE NORTHEAST ALONG FARM ROAD 78 FROM ITS JUNCTION WITH
 AY0339'GIBBS SPRAWL ROAD AND ACKERMAN ROAD AT KIRBY TO SITE OF BENCH MARK. IT
 AY0339'IS IN THE SOUTHEAST HEADWALL OF THE CONCRETE CULVERT AT RITTIMAN CREEK
 AY0339'ON OLD SEGUIN ROAD (F.M. 78), AT THE RIGHT OF CENTER LINE STATION 127
 AY0339'+ 40.
 AY0339
 AY0339                          STATION RECOVERY (1988)
 AY0339
 AY0339'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0339'RECOVERED IN GOOD CONDITION.
 AY0339
 AY0339                          STATION RECOVERY (1999)
 AY0339
 AY0339'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0597 ***********************************************************************
 AY0597  DESIGNATION -  L 1003
 AY0597  PID         -  AY0597
 AY0597  STATE/COUNTY-  TX/BEXAR
 AY0597  USGS QUAD   -  MARTINEZ (1992)
 AY0597
 AY0597                         *CURRENT SURVEY CONTROL
 AY0597  ___________________________________________________________________
 AY0597* NAD 83(1986)-  29 27 29.     (N)    098 18 59.     (W)     SCALED    
 AY0597* NAVD 88     -       204.044  (meters)     669.43   (feet)  ADJUSTED  
 AY0597  ___________________________________________________________________
 AY0597  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AY0597  DYNAMIC HT  -         203.747 (meters)     668.46  (feet)  COMP
 AY0597  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 AY0597
 AY0597  VERT ORDER  -  FIRST     CLASS II
 AY0597
 AY0597.The horizontal coordinates were scaled from a topographic map and have
 AY0597.an estimated accuracy of +/- 6 seconds.
 AY0597
 AY0597.The orthometric height was determined by differential leveling
 AY0597.and adjusted by the National Geodetic Survey in June 1991..
 AY0597
 AY0597.The geoid height was determined by GEOID03.
 AY0597
 AY0597.The dynamic height is computed by dividing the NAVD 88
 AY0597.geopotential number by the normal gravity value computed on the
 AY0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0597.degrees latitude (g = 980.6199 gals.).
 AY0597
 AY0597.The modeled gravity was interpolated from observed gravity values.
 AY0597
 AY0597;                    North         East    Units  Estimated Accuracy
 AY0597;SPC TXSC     - 4,180,260.      666,310.      MT  (+/- 180 meters Scaled)
 AY0597
 AY0597                          SUPERSEDED SURVEY CONTROL
 AY0597
 AY0597  NGVD 29 (??/??/92)  203.942  (m)          669.10   (f) ADJ UNCH    1 2
 AY0597
 AY0597.Superseded values are not recommended for survey control.
 AY0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0597.See file dsdata.txt to determine how the superseded data were derived.
 AY0597
 AY0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT662589(NAD 83)
 AY0597_MARKER: DB = BENCH MARK DISK
 AY0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0597_SP_SET: CULVERT
 AY0597_STAMPING: L 1003 1953
 AY0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0597
 AY0597  HISTORY     - Date     Condition        Report By
 AY0597  HISTORY     - 1953     MONUMENTED       CGS
 AY0597  HISTORY     - 1967     MARK NOT FOUND   USGS
 AY0597  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0597
 AY0597                          STATION DESCRIPTION
 AY0597
 AY0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0597'10.5 MI NE FROM SAN ANTONIO.
 AY0597'10.5 MILES NORTHEAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AY0597'RAILROAD STATION AT SAN ANTONIO, AT A JUNCTION WITH FARM ROAD 1516,
 AY0597'127 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 20 FEET SOUTHEAST
 AY0597'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE
 AY0597'SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
 AY0597
 AY0597                          STATION RECOVERY (1967)
 AY0597
 AY0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 AY0597'MARK NOT FOUND.
 AY0597
 AY0597                          STATION RECOVERY (1999)
 AY0597
 AY0597'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0598 ***********************************************************************
 AY0598  DESIGNATION -  L 1003 RESET 1960
 AY0598  PID         -  AY0598
 AY0598  STATE/COUNTY-  TX/BEXAR
 AY0598  USGS QUAD   -  MARTINEZ (1992)
 AY0598
 AY0598                         *CURRENT SURVEY CONTROL
 AY0598  ___________________________________________________________________
 AY0598* NAD 83(1986)-  29 27 29.     (N)    098 18 59.     (W)     SCALED    
 AY0598* NAVD 88     -       203.77   (+/-2cm)     668.5    (feet)  VERTCON   
 AY0598  ___________________________________________________________________
 AY0598  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AY0598
 AY0598  VERT ORDER  -  THIRD (See Below)
 AY0598
 AY0598.The horizontal coordinates were scaled from a topographic map and have
 AY0598.an estimated accuracy of +/- 6 seconds.
 AY0598
 AY0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0598.The vertical order pertains to the NGVD 29 superseded value.
 AY0598
 AY0598.The geoid height was determined by GEOID03.
 AY0598
 AY0598;                    North         East    Units  Estimated Accuracy
 AY0598;SPC TXSC     - 4,180,260.      666,310.      MT  (+/- 180 meters Scaled)
 AY0598
 AY0598                          SUPERSEDED SURVEY CONTROL
 AY0598
 AY0598  NGVD 29 (01/29/03)  203.67   (m)          668.2    (f) RESET       3  
 AY0598
 AY0598.Superseded values are not recommended for survey control.
 AY0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0598.See file dsdata.txt to determine how the superseded data were derived.
 AY0598
 AY0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT662589(NAD 83)
 AY0598_MARKER: DB = BENCH MARK DISK
 AY0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0598_STAMPING: L 1003 RESET 1960
 AY0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0598+STABILITY: SURFACE MOTION
 AY0598
 AY0598  HISTORY     - Date     Condition        Report By
 AY0598  HISTORY     - 1960     MONUMENTED       CGS
 AY0598  HISTORY     - 19991020 MARK NOT FOUND   USPSQD
 AY0598
 AY0598                          STATION DESCRIPTION
 AY0598
 AY0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AY0598'10.5 MI E FROM SAN ANTONIO.
 AY0598'ABOUT 10.5 MILES EAST ALONG U.S. HIGHWAY NO. 90 (INTERSTATE 10) FROM
 AY0598'THE S.P.R.R. DEPOT IN SAN ANTONIO, IN THE NORTHWEST POINT OF THE
 AY0598'INTERSECTION OF HIGHWAY NO. 90 AND F.M. ROAD NO. 1516.  IT IS 6 FEET
 AY0598'NORTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, AND A CORNER POST UNDER A
 AY0598'LARGE BILL-BOARD.  A STANDARD DISK STAMPED L 1003 RESET 1960 IN A
 AY0598'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 AY0598
 AY0598                          STATION RECOVERY (1999)
 AY0598
 AY0598'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3629 ***********************************************************************
 AW3629  DESIGNATION -  L 1006
 AW3629  PID         -  AW3629
 AW3629  STATE/COUNTY-  TX/HARRIS
 AW3629  USGS QUAD   -  PASADENA (1995)
 AW3629
 AW3629                         *CURRENT SURVEY CONTROL
 AW3629  ___________________________________________________________________
 AW3629* NAD 83(1986)-  29 44 48.     (N)    095 11 20.     (W)     SCALED    
 AW3629* NAVD 88     -         4.88   (+/-2cm)      16.0    (feet)  VERTCON   
 AW3629  ___________________________________________________________________
 AW3629  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW3629
 AW3629  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3629
 AW3629.The horizontal coordinates were scaled from a topographic map and have
 AW3629.an estimated accuracy of +/- 6 seconds.
 AW3629
 AW3629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3629.The vertical order pertains to the NGVD 29 superseded value.
 AW3629
 AW3629.The geoid height was determined by GEOID03.
 AW3629
 AW3629;                    North         East    Units  Estimated Accuracy
 AW3629;SPC TXSC     - 4,218,060.      968,540.      MT  (+/- 180 meters Scaled)
 AW3629
 AW3629                          SUPERSEDED SURVEY CONTROL
 AW3629
 AW3629  NGVD 29 (??/??/92)    4.873  (m)           15.99   (f) ADJ UNCH    1 2
 AW3629
 AW3629.Superseded values are not recommended for survey control.
 AW3629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3629.See file dsdata.txt to determine how the superseded data were derived.
 AW3629
 AW3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN883927(NAD 83)
 AW3629_MARKER: DB = BENCH MARK DISK
 AW3629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3629_SP_SET: BULKHEAD
 AW3629_STAMPING: L 1006 1953
 AW3629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3629
 AW3629  HISTORY     - Date     Condition        Report By
 AW3629  HISTORY     - 1953     MONUMENTED       CGS
 AW3629  HISTORY     - 1959     GOOD             NGS
 AW3629  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3629
 AW3629                          STATION DESCRIPTION
 AW3629
 AW3629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3629'2.5 MI NE FROM PASADENA.
 AW3629'ABOUT 2.5 MILES NORTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3629'NORTH ENTRANCE TO THE WASHBURN TUNNEL AT PASADENA, ON THE PROPERTY OF
 AW3629'THE SHEFFIELD STEEL COMPANY, IN THE TOP OF THE CONCRETE BULKHEAD, 2
 AW3629'1/2 FEET EAST OF THE WEST END, AND ON THE NORTH BANK OF THE SHIP
 AW3629'CHANNEL.
 AW3629
 AW3629                          STATION RECOVERY (1964)
 AW3629
 AW3629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2183 ***********************************************************************
 AW2183  DESIGNATION -  L 1008 RESET 1966
 AW2183  PID         -  AW2183
 AW2183  STATE/COUNTY-  TX/WALLER
 AW2183  USGS QUAD   -  BROOKSHIRE (1980)
 AW2183
 AW2183                         *CURRENT SURVEY CONTROL
 AW2183  ___________________________________________________________________
 AW2183* NAD 83(1986)-  29 52 28.     (N)    095 53 27.     (W)     SCALED    
 AW2183* NAVD 88     -        54.15   (+/-2cm)     177.7    (feet)  VERTCON   
 AW2183  ___________________________________________________________________
 AW2183  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW2183
 AW2183  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2183
 AW2183.The horizontal coordinates were scaled from a topographic map and have
 AW2183.an estimated accuracy of +/- 6 seconds.
 AW2183
 AW2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2183.The vertical order pertains to the NGVD 29 superseded value.
 AW2183
 AW2183.The geoid height was determined by GEOID03.
 AW2183
 AW2183;                    North         East    Units  Estimated Accuracy
 AW2183;SPC TXSC     - 4,230,200.      900,310.      MT  (+/- 180 meters Scaled)
 AW2183
 AW2183                          SUPERSEDED SURVEY CONTROL
 AW2183
 AW2183  NGVD 29 (04/06/79)   54.134  (m)          177.60   (f) ADJUSTED    1 2
 AW2183
 AW2183.Superseded values are not recommended for survey control.
 AW2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2183.See file dsdata.txt to determine how the superseded data were derived.
 AW2183
 AW2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP207083(NAD 83)
 AW2183_MARKER: DB = BENCH MARK DISK
 AW2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2183_STAMPING: L 1008 RESET 1966
 AW2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2183+STABILITY: SURFACE MOTION
 AW2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2183+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2183
 AW2183  HISTORY     - Date     Condition        Report By
 AW2183  HISTORY     - 1966     MONUMENTED       CGS
 AW2183  HISTORY     - 1978     GOOD             NGS
 AW2183  HISTORY     - 1987     GOOD             USPSQD
 AW2183  HISTORY     - 20041014 GOOD             USPSQD
 AW2183
 AW2183                          STATION DESCRIPTION
 AW2183
 AW2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AW2183'10.1 MI NW FROM KATY.
 AW2183'ABOUT 0.1 MILE WEST ALONG SECOND STREET FROM THE POST OFFICE IN KATY,
 AW2183'THENCE 1.9 MILES NORTH ALONG D AVENUE, THENCE 4.1 MILES NORTH ALONG
 AW2183'THE KATY-HOCKLEY ROAD, THENCE 4.0 MILES WEST ALONG FREEMAN ROAD TO
 AW2183'SITE OF BENCH MARK, 131 FEET WEST OF A NORTH-SOUTH ROAD, 75 FEET SOUTH
 AW2183'OF AN EAST-WEST ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE AND
 AW2183'1 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD DISK SET IN A 12 X
 AW2183'12 IN. CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE
 AW2183'OF THE GROUND.
 AW2183
 AW2183                          STATION RECOVERY (1978)
 AW2183
 AW2183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2183'RECOVERED IN GOOD CONDITION.
 AW2183
 AW2183                          STATION RECOVERY (1987)
 AW2183
 AW2183'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2183'RECOVERED IN GOOD CONDITION.
 AW2183
 AW2183                          STATION RECOVERY (2004)
 AW2183
 AW2183'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2183'METAL WITNESS POST.  ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1836 ***********************************************************************
 AW1836  DESIGNATION -  L 1009
 AW1836  PID         -  AW1836
 AW1836  STATE/COUNTY-  TX/HARRIS
 AW1836  USGS QUAD   -  CYPRESS (1995)
 AW1836
 AW1836                         *CURRENT SURVEY CONTROL
 AW1836  ___________________________________________________________________
 AW1836* NAD 83(1986)-  29 59 26.     (N)    095 44 56.     (W)     SCALED    
 AW1836* NAVD 88     -        47.959  (meters)     157.35   (feet)  ADJUSTED  
 AW1836  ___________________________________________________________________
 AW1836  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1836  DYNAMIC HT  -          47.894 (meters)     157.13  (feet)  COMP
 AW1836  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW1836
 AW1836  VERT ORDER  -  FIRST     CLASS II
 AW1836
 AW1836.The horizontal coordinates were scaled from a topographic map and have
 AW1836.an estimated accuracy of +/- 6 seconds.
 AW1836
 AW1836.The orthometric height was determined by differential leveling
 AW1836.and adjusted by the National Geodetic Survey in June 1991..
 AW1836
 AW1836.The geoid height was determined by GEOID03.
 AW1836
 AW1836.The dynamic height is computed by dividing the NAVD 88
 AW1836.geopotential number by the normal gravity value computed on the
 AW1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1836.degrees latitude (g = 980.6199 gals.).
 AW1836
 AW1836.The modeled gravity was interpolated from observed gravity values.
 AW1836
 AW1836;                    North         East    Units  Estimated Accuracy
 AW1836;SPC TXSC     - 4,243,440.      913,650.      MT  (+/- 180 meters Scaled)
 AW1836
 AW1836                          SUPERSEDED SURVEY CONTROL
 AW1836
 AW1836  NGVD 29 (12/23/87)   47.952  (m)          157.32   (f) ADJUSTED    1 2
 AW1836
 AW1836.Superseded values are not recommended for survey control.
 AW1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1836.See file dsdata.txt to determine how the superseded data were derived.
 AW1836
 AW1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP348209(NAD 83)
 AW1836_MARKER: DB = BENCH MARK DISK
 AW1836_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1836_SP_SET: HEADWALL
 AW1836_STAMPING: L 1009 1954
 AW1836_MARK LOGO: CGS   
 AW1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1836+STABILITY: SURFACE MOTION
 AW1836
 AW1836  HISTORY     - Date     Condition        Report By
 AW1836  HISTORY     - 1954     MONUMENTED       CGS
 AW1836  HISTORY     - 1973     GOOD             NGS
 AW1836  HISTORY     - 1978     GOOD             NGS
 AW1836  HISTORY     - 1981     GOOD             NGS
 AW1836  HISTORY     - 1986     GOOD             NGS
 AW1836  HISTORY     - 1987     GOOD             USPSQD
 AW1836  HISTORY     - 1990     GOOD             USPSQD
 AW1836  HISTORY     - 1991     GOOD             USPSQD
 AW1836
 AW1836                          STATION DESCRIPTION
 AW1836
 AW1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1836'3.6 MI NW FROM CYPRESS.
 AW1836'ABOUT 3.6 MILES NORTHWEST ALONG US HIGHWAY 290 FROM THE POST OFFICE AT
 AW1836'CYPRESS, 78 YARDS (P) SOUTHEAST OF A 25-INCH COTTONWOOD TREE BETWEEN
 AW1836'THE RAILROAD AND THE HIGHWAY, 22 FEET SOUTHWEST OF THE CENTER LINE OF
 AW1836'THE SOUTHWEST LANE OF THE HIGHWAY, 30 FEET NORTH OF AN UNDERGROUND
 AW1836'TELEPHONE CABLE MARKER POST 70, SET IN THE TOP OF AND CENTER OF THE
 AW1836'SOUTHWEST CONCRETE HEADWALL OF A 3 1/2 X 6 FT. BOX CULVERT, AND ABOUT
 AW1836'LEVEL WITH THE HIGHWAY.
 AW1836
 AW1836                          STATION RECOVERY (1978)
 AW1836
 AW1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1836'RECOVERED IN GOOD CONDITION.
 AW1836
 AW1836                          STATION RECOVERY (1981)
 AW1836
 AW1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1836'RECOVERED IN GOOD CONDITION.
 AW1836
 AW1836                          STATION RECOVERY (1986)
 AW1836
 AW1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1836'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.5 KM (3.4 MI)
 AW1836'NORTHEAST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION WITH SPRING-CYPRESS
 AW1836'ROAD IN CYPRESS.
 AW1836
 AW1836                          STATION RECOVERY (1987)
 AW1836
 AW1836'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1836'RECOVERED IN GOOD CONDITION.
 AW1836
 AW1836                          STATION RECOVERY (1990)
 AW1836
 AW1836'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1836'RECOVERED IN GOOD CONDITION.
 AW1836
 AW1836                          STATION RECOVERY (1991)
 AW1836
 AW1836'RECOVERY NOTE BY US POWER SQUADRON 1991 (LT)
 AW1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0104 ***********************************************************************
 BL0104  DESIGNATION -  L 101
 BL0104  PID         -  BL0104
 BL0104  STATE/COUNTY-  TX/JASPER
 BL0104  USGS QUAD   -  JASPER WEST (1984)
 BL0104
 BL0104                         *CURRENT SURVEY CONTROL
 BL0104  ___________________________________________________________________
 BL0104* NAD 83(1986)-  30 57 15.     (N)    094 07 00.     (W)     SCALED    
 BL0104* NAVD 88     -        56.19   (+/-2cm)     184.3    (feet)  VERTCON   
 BL0104  ___________________________________________________________________
 BL0104  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BL0104
 BL0104  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0104
 BL0104.The horizontal coordinates were scaled from a topographic map and have
 BL0104.an estimated accuracy of +/- 6 seconds.
 BL0104
 BL0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0104.The vertical order pertains to the NGVD 29 superseded value.
 BL0104
 BL0104.The geoid height was determined by GEOID03.
 BL0104
 BL0104;                    North         East    Units  Estimated Accuracy
 BL0104;SPC TX C     - 3,159,320.    1,293,620.      MT  (+/- 180 meters Scaled)
 BL0104
 BL0104                          SUPERSEDED SURVEY CONTROL
 BL0104
 BL0104  NGVD 29 (??/??/92)   56.191  (m)          184.35   (f) ADJ UNCH    2 0
 BL0104
 BL0104.Superseded values are not recommended for survey control.
 BL0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0104.See file dsdata.txt to determine how the superseded data were derived.
 BL0104
 BL0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ933250(NAD 83)
 BL0104_MARKER: DB = BENCH MARK DISK
 BL0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0104_STAMPING: L 101 1952
 BL0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0104+STABILITY: SURFACE MOTION
 BL0104
 BL0104  HISTORY     - Date     Condition        Report By
 BL0104  HISTORY     - 1952     MONUMENTED       CGS
 BL0104  HISTORY     - 1978     GOOD             USGS
 BL0104
 BL0104                          STATION DESCRIPTION
 BL0104
 BL0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BL0104'8.5 MI NW FROM JASPER.
 BL0104'6.5 MILES WEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT JASPER,
 BL0104'THENCE 2.0 MILES NORTH ALONG STATE HIGHWAY 63, AT A JUNCTION WITH A
 BL0104'GRADED DIRT ROAD LEADING EAST, 68 FEET SOUTH OF THE CENTER LINE OF THE
 BL0104'ROAD, 58 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF
 BL0104'A LONE 9 INCH PINE TREE, 21.7 FEET NORTH OF A 14 INCH CEDAR TREE, 15
 BL0104'SOUTHWEST OF A 10 INCH CEDAR TREE, 1.2 FEET WEST OF A WITNESS POST,
 BL0104'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 BL0104'GROUND.
 BL0104
 BL0104                          STATION RECOVERY (1978)
 BL0104
 BL0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 BL0104'6.5 MILES WEST ALONG FARM ROAD 2799 FROM THE HIGH SCHOOL AT JASPER,
 BL0104'THENCE 2.0 MILES NORTH ALONG FARM ROAD 1747, APPROXIMATELY ONE MILE
 BL0104'WEST OF BM N 101, 0.1 MILE SOUTH OF A DOUBLE POLE POWER LINE
 BL0104'CROSSING, ACROSS THE ROAD AND ABOUT 25 YARDS SOUTH OF AN ALUMINUM
 BL0104'GATE ON THE WEST SIDE OF THE ROAD, 68 FEET SOUTH OF THE CENTERLINE OF
 BL0104'AN OLD ROAD, 58 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 BL0104'WEST OF THE RIGHT-OF-WAY FENCE, 1.2 FEET WEST OF A WITNESS POST, SET
 BL0104'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1602 ***********************************************************************
 BL1602  DESIGNATION -  L 1010
 BL1602  PID         -  BL1602
 BL1602  STATE/COUNTY-  TX/HARRIS
 BL1602  USGS QUAD   -  ROSE HILL (1980)
 BL1602
 BL1602                         *CURRENT SURVEY CONTROL
 BL1602  ___________________________________________________________________
 BL1602* NAD 83(1986)-  30 05 22.     (N)    095 38 43.     (W)     SCALED    
 BL1602* NAVD 88     -        53.176  (meters)     174.46   (feet)  ADJUSTED  
 BL1602  ___________________________________________________________________
 BL1602  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL1602  DYNAMIC HT  -          53.105 (meters)     174.23  (feet)  COMP
 BL1602  MODELED GRAV-     979,290.0   (mgal)                       NAVD 88
 BL1602
 BL1602  VERT ORDER  -  FIRST     CLASS II
 BL1602
 BL1602.The horizontal coordinates were scaled from a topographic map and have
 BL1602.an estimated accuracy of +/- 6 seconds.
 BL1602
 BL1602.The orthometric height was determined by differential leveling
 BL1602.and adjusted by the National Geodetic Survey in June 1991..
 BL1602
 BL1602.The geoid height was determined by GEOID03.
 BL1602
 BL1602.The dynamic height is computed by dividing the NAVD 88
 BL1602.geopotential number by the normal gravity value computed on the
 BL1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1602.degrees latitude (g = 980.6199 gals.).
 BL1602
 BL1602.The modeled gravity was interpolated from observed gravity values.
 BL1602
 BL1602;                    North         East    Units  Estimated Accuracy
 BL1602;SPC TXSC     - 4,254,680.      923,330.      MT  (+/- 180 meters Scaled)
 BL1602
 BL1602                          SUPERSEDED SURVEY CONTROL
 BL1602
 BL1602  NGVD 29 (12/23/87)   53.171  (m)          174.45   (f) ADJUSTED    1 2
 BL1602
 BL1602.Superseded values are not recommended for survey control.
 BL1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1602.See file dsdata.txt to determine how the superseded data were derived.
 BL1602
 BL1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP450316(NAD 83)
 BL1602_MARKER: DB = BENCH MARK DISK
 BL1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1602_SP_SET: CONCRETE POST
 BL1602_STAMPING: L 1010 1954
 BL1602_MARK LOGO: CGS   
 BL1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1602+STABILITY: SURFACE MOTION
 BL1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1602+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2005
 BL1602
 BL1602  HISTORY     - Date     Condition        Report By
 BL1602  HISTORY     - 1954     MONUMENTED       CGS
 BL1602  HISTORY     - 1973     GOOD             NGS
 BL1602  HISTORY     - 1978     GOOD             NGS
 BL1602  HISTORY     - 1986     GOOD             NGS
 BL1602  HISTORY     - 19931106 GOOD             USPSQD
 BL1602  HISTORY     - 20050108 GOOD             USPSQD
 BL1602
 BL1602                          STATION DESCRIPTION
 BL1602
 BL1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1602'2.05 MI W FROM TOMBALL.
 BL1602'ABOUT 2.05 MILES WEST ALONG WALLER-TOMBALL RD. FROM THE CROSSING OF
 BL1602'THE BURLINGTON-ROCK ISLAND RAILROAD, AT THE JUNCTION OF WALLER-TOMBALL
 BL1602'RD. AND CALVERT RD., 58 FEET NORTH OF THE CENTER LINE OF
 BL1602'WALLER-TOMBALL RD., 59.4 FEET WEST OF THE CENTER LINE OF A STEEL
 BL1602'CATTLE GUARD OVER A PRIVATE ROAD LEADING NORTH, 41 FEET WEST OF A
 BL1602'POWER POLE SUPPORTING TWO TRANSFORMERS, 2 FEET SOUTH OF A FENCE, 1
 BL1602'FOOT EAST OF A METAL WITNESS POST, 1/2-FOOT BELOW THE LEVEL OF THE
 BL1602'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 BL1602
 BL1602                          STATION RECOVERY (1978)
 BL1602
 BL1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1602'RECOVERED IN GOOD CONDITION.
 BL1602
 BL1602                          STATION RECOVERY (1986)
 BL1602
 BL1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1602'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1602'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1602
 BL1602                          STATION RECOVERY (1993)
 BL1602
 BL1602'RECOVERY NOTE BY US POWER SQUADRON 1993
 BL1602'RECOVERED IN GOOD CONDITION.
 BL1602
 BL1602                          STATION RECOVERY (2005)
 BL1602
 BL1602'RECOVERY NOTE BY US POWER SQUADRON 2005 (JEP)
 BL1602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1694 ***********************************************************************
 AW1694  DESIGNATION -  L 1011
 AW1694  PID         -  AW1694
 AW1694  STATE/COUNTY-  TX/GALVESTON
 AW1694  USGS QUAD   -  HIGH ISLAND (1994)
 AW1694
 AW1694                         *CURRENT SURVEY CONTROL
 AW1694  ___________________________________________________________________
 AW1694* NAD 83(1986)-  29 32 18.     (N)    094 25 06.     (W)     SCALED    
 AW1694* NAVD 88     -         2.00   (+/-2cm)       6.6    (feet)  VERTCON   
 AW1694  ___________________________________________________________________
 AW1694  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AW1694
 AW1694  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1694
 AW1694.The horizontal coordinates were scaled from a topographic map and have
 AW1694.an estimated accuracy of +/- 6 seconds.
 AW1694
 AW1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1694.The vertical order pertains to the NGVD 29 superseded value.
 AW1694
 AW1694.The geoid height was determined by GEOID03.
 AW1694
 AW1694;                    North         East    Units  Estimated Accuracy
 AW1694;SPC TXSC     - 4,197,660.    1,043,930.      MT  (+/- 180 meters Scaled)
 AW1694
 AW1694                          SUPERSEDED SURVEY CONTROL
 AW1694
 AW1694  NGVD 29 (??/??/92)    2.00   (m)            6.6    (f) COMPUTED    1 2
 AW1694
 AW1694.Superseded values are not recommended for survey control.
 AW1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1694.See file dsdata.txt to determine how the superseded data were derived.
 AW1694
 AW1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN625684(NAD 83)
 AW1694_MARKER: DB = BENCH MARK DISK
 AW1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1694_STAMPING: L 1011 1953
 AW1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1694+STABILITY: SURFACE MOTION
 AW1694
 AW1694  HISTORY     - Date     Condition        Report By
 AW1694  HISTORY     - 1953     MONUMENTED       CGS
 AW1694  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW1694  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1694  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1694  HISTORY     - 19890912 MARK NOT FOUND   USPSQD
 AW1694  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW1694  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 AW1694  HISTORY     - 20010411 MARK NOT FOUND   USPSQD
 AW1694  HISTORY     - 20020724 MARK NOT FOUND   USPSQD
 AW1694  HISTORY     - 20031104 MARK NOT FOUND   USPSQD
 AW1694  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 AW1694
 AW1694                          STATION DESCRIPTION
 AW1694
 AW1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AW1694'2.65 MI S FROM HIGH ISLAND.
 AW1694'1.05 MILES SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW1694'HIGH ISLAND, THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 87, 120.6
 AW1694'FEET SOUTHWEST OF A POWER POLE, 54 FEET NORTHWEST OF THE CENTER LINE
 AW1694'OF THE HIGHWAY, 20 FEET SOUTHWEST OF THE CENTER LINE OF A DIM SHELL
 AW1694'ROAD LEADING NORTHWEST, IN LINE WITH A ROW OF POWER POLES, 1.3 FEET
 AW1694'SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 AW1694'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AW1694
 AW1694                          STATION RECOVERY (1958)
 AW1694
 AW1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AW1694'MARK NOT FOUND.
 AW1694
 AW1694                          STATION RECOVERY (1978)
 AW1694
 AW1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1694'NOT RECOVERED.
 AW1694
 AW1694                          STATION RECOVERY (1987)
 AW1694
 AW1694'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1694'MARK NOT FOUND.
 AW1694
 AW1694                          STATION RECOVERY (1989)
 AW1694
 AW1694'RECOVERY NOTE BY US POWER SQUADRON 1989 (DBK)
 AW1694'MARK NOT FOUND.
 AW1694
 AW1694                          STATION RECOVERY (1994)
 AW1694
 AW1694'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1694'MARK NOT FOUND.
 AW1694
 AW1694                          STATION RECOVERY (1995)
 AW1694
 AW1694'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1694'MARK NOT FOUND.
 AW1694
 AW1694                          STATION RECOVERY (2001)
 AW1694
 AW1694'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW1694'MARK NOT FOUND.
 AW1694
 AW1694                          STATION RECOVERY (2002)
 AW1694
 AW1694'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW1694'MARK NOT FOUND.
 AW1694
 AW1694                          STATION RECOVERY (2003)
 AW1694
 AW1694'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW1694'MARK NOT FOUND.
 AW1694
 AW1694                          STATION RECOVERY (2005)
 AW1694
 AW1694'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2769 ***********************************************************************
 AW2769  DESIGNATION -  L 1012
 AW2769  PID         -  AW2769
 AW2769  STATE/COUNTY-  TX/CHAMBERS
 AW2769  USGS QUAD   -  MONROE CITY (1994)
 AW2769
 AW2769                         *CURRENT SURVEY CONTROL
 AW2769  ___________________________________________________________________
 AW2769* NAD 83(1986)-  29 47 24.     (N)    094 32 25.     (W)     SCALED    
 AW2769* NAVD 88     -         7.13   (+/-2cm)      23.4    (feet)  VERTCON   
 AW2769  ___________________________________________________________________
 AW2769  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AW2769
 AW2769  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2769
 AW2769.The horizontal coordinates were scaled from a topographic map and have
 AW2769.an estimated accuracy of +/- 6 seconds.
 AW2769
 AW2769.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2769.The vertical order pertains to the NGVD 29 superseded value.
 AW2769
 AW2769.The geoid height was determined by GEOID03.
 AW2769
 AW2769;                    North         East    Units  Estimated Accuracy
 AW2769;SPC TXSC     - 4,225,070.    1,031,060.      MT  (+/- 180 meters Scaled)
 AW2769
 AW2769                          SUPERSEDED SURVEY CONTROL
 AW2769
 AW2769  NGVD 29 (??/??/92)    7.128  (m)           23.39   (f) ADJ UNCH    1 2
 AW2769
 AW2769.Superseded values are not recommended for survey control.
 AW2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2769.See file dsdata.txt to determine how the superseded data were derived.
 AW2769
 AW2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN511965(NAD 83)
 AW2769_MARKER: DB = BENCH MARK DISK
 AW2769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2769_SP_SET: CULVERT
 AW2769_STAMPING: L 1012 1953
 AW2769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2769+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 AW2769
 AW2769  HISTORY     - Date     Condition        Report By
 AW2769  HISTORY     - 1953     MONUMENTED       CGS
 AW2769  HISTORY     - 1959     GOOD             NGS
 AW2769  HISTORY     - 1990     GOOD             USPSQD
 AW2769  HISTORY     - 19961014 GOOD             USPSQD
 AW2769  HISTORY     - 20010331 GOOD             NGS
 AW2769  HISTORY     - 20040220 GOOD             USPSQD
 AW2769  HISTORY     - 20060120 GOOD             USPSQD
 AW2769
 AW2769                          STATION DESCRIPTION
 AW2769
 AW2769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW2769'2.95 MI E FROM MONROE CITY.
 AW2769'ABOUT 2.95 MILES EAST ALONG STATE HIGHWAY 73T FROM THE POSTOFFICE AT
 AW2769'MONROE CITY, 20 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 84 FEET
 AW2769'EAST OF THE CENTER LINE OF A SHELL ROAD LEADING NORTH, IN THE TOP OF
 AW2769'THE WEST END OF THE NORTH HEAD WALL OF A CONCRETE CULVERT UNDER THE
 AW2769'HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AW2769
 AW2769                          STATION RECOVERY (1990)
 AW2769
 AW2769'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW2769'RECOVERED IN GOOD CONDITION.
 AW2769
 AW2769                          STATION RECOVERY (1996)
 AW2769
 AW2769'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2769'RECOVERED IN GOOD CONDITION.
 AW2769
 AW2769                          STATION RECOVERY (2001)
 AW2769
 AW2769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2769'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2769
 AW2769                          STATION RECOVERY (2004)
 AW2769
 AW2769'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2769'RECOVERED IN GOOD CONDITION.
 AW2769
 AW2769                          STATION RECOVERY (2006)
 AW2769
 AW2769'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW2769'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1488 ***********************************************************************
 AW1488  DESIGNATION -  L 1013
 AW1488  PID         -  AW1488
 AW1488  STATE/COUNTY-  TX/CHAMBERS
 AW1488  USGS QUAD   -  COVE (1993)
 AW1488
 AW1488                         *CURRENT SURVEY CONTROL
 AW1488  ___________________________________________________________________
 AW1488* NAD 83(1986)-  29 48 38.     (N)    094 49 54.     (W)     SCALED    
 AW1488* NAVD 88     -         7.58   (+/-2cm)      24.9    (feet)  VERTCON   
 AW1488  ___________________________________________________________________
 AW1488  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AW1488  OBS GRAVITY -     979,290.3   (mgal)                       GRAV_OBS
 AW1488
 AW1488  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1488
 AW1488.The horizontal coordinates were scaled from a topographic map and have
 AW1488.an estimated accuracy of +/- 6 seconds.
 AW1488
 AW1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1488.The vertical order pertains to the NGVD 29 superseded value.
 AW1488
 AW1488.The geoid height was determined by GEOID03.
 AW1488.The observed gravity was obtained from relative gravimeter ties
 AW1488.to the IGSN71 gravity network.
 AW1488
 AW1488;                    North         East    Units  Estimated Accuracy
 AW1488;SPC TXSC     - 4,226,310.    1,002,820.      MT  (+/- 180 meters Scaled)
 AW1488
 AW1488                          SUPERSEDED SURVEY CONTROL
 AW1488
 AW1488  NGVD 29 (??/??/92)    7.584  (m)           24.88   (f) ADJ UNCH    1 2
 AW1488
 AW1488.Superseded values are not recommended for survey control.
 AW1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1488.See file dsdata.txt to determine how the superseded data were derived.
 AW1488
 AW1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN229992(NAD 83)
 AW1488_MARKER: DB = BENCH MARK DISK
 AW1488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1488_SP_SET: CULVERT
 AW1488_STAMPING: L 1013 1953
 AW1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1488+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2003
 AW1488
 AW1488  HISTORY     - Date     Condition        Report By
 AW1488  HISTORY     - 1953     MONUMENTED       CGS
 AW1488  HISTORY     - 1973     GOOD             NGS
 AW1488  HISTORY     - 1978     GOOD             NGS
 AW1488  HISTORY     - 1988     GOOD             USPSQD
 AW1488  HISTORY     - 1988     GOOD             USPSQD
 AW1488  HISTORY     - 1990     GOOD             USPSQD
 AW1488  HISTORY     - 19960921 GOOD             USPSQD
 AW1488  HISTORY     - 20010331 GOOD             NGS
 AW1488  HISTORY     - 20031231 GOOD             USPSQD
 AW1488
 AW1488                          STATION DESCRIPTION
 AW1488
 AW1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1488'2.3 MI SW FROM COVE.
 AW1488'ABOUT 2.3 MILES SOUTHWEST ALONG FARM ROAD 565 FROM THE INTERSTATE
 AW1488'HIGHWAY 10 OVERPASS AT COVE, ABOUT 22 FEET NORTHWEST OF THE CENTER
 AW1488'LINE OF THE FARM ROAD, 111 FEET WEST OF A POWER POLE SUPPORTING A
 AW1488'TRANSFORMER, SET IN THE TOP OF AND CENTER OF THE NORTHWEST HEADWALL OF
 AW1488'A 4X4 FT. CONCRETE PIPE CULVERT.
 AW1488
 AW1488                          STATION RECOVERY (1978)
 AW1488
 AW1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1488'RECOVERED IN GOOD CONDITION.
 AW1488
 AW1488                          STATION RECOVERY (1988)
 AW1488
 AW1488'RECOVERY NOTE BY US POWER SQUADRON 1988 (KK)
 AW1488'RECOVERED IN GOOD CONDITION.
 AW1488
 AW1488                          STATION RECOVERY (1988)
 AW1488
 AW1488'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1488'RECOVERED IN GOOD CONDITION.
 AW1488
 AW1488                          STATION RECOVERY (1990)
 AW1488
 AW1488'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1488'RECOVERED IN GOOD CONDITION.
 AW1488
 AW1488                          STATION RECOVERY (1996)
 AW1488
 AW1488'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1488'RECOVERED IN GOOD CONDITION.
 AW1488
 AW1488                          STATION RECOVERY (2001)
 AW1488
 AW1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1488'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1488
 AW1488                          STATION RECOVERY (2003)
 AW1488
 AW1488'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2436 ***********************************************************************
 AW2436  DESIGNATION -  L 1014
 AW2436  PID         -  AW2436
 AW2436  STATE/COUNTY-  TX/JEFFERSON
 AW2436  USGS QUAD   -  MUD LAKE (1994)
 AW2436
 AW2436                         *CURRENT SURVEY CONTROL
 AW2436  ___________________________________________________________________
 AW2436* NAD 83(1986)-  29 36 00.     (N)    094 15 09.     (W)     SCALED    
 AW2436* NAVD 88     -         1.73   (+/-2cm)       5.7    (feet)  VERTCON   
 AW2436  ___________________________________________________________________
 AW2436  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW2436
 AW2436  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2436
 AW2436.The horizontal coordinates were scaled from a topographic map and have
 AW2436.an estimated accuracy of +/- 6 seconds.
 AW2436
 AW2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2436.The vertical order pertains to the NGVD 29 superseded value.
 AW2436
 AW2436.The geoid height was determined by GEOID03.
 AW2436
 AW2436;                    North         East    Units  Estimated Accuracy
 AW2436;SPC TXSC     - 4,205,130.    1,059,710.      MT  (+/- 180 meters Scaled)
 AW2436
 AW2436                          SUPERSEDED SURVEY CONTROL
 AW2436
 AW2436  NGVD 29 (??/??/92)    1.726  (m)            5.66   (f) ADJ UNCH    1 2
 AW2436
 AW2436.Superseded values are not recommended for survey control.
 AW2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2436.See file dsdata.txt to determine how the superseded data were derived.
 AW2436
 AW2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN787751(NAD 83)
 AW2436_MARKER: DB = BENCH MARK DISK
 AW2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2436_STAMPING: L 1014 1953
 AW2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2436+STABILITY: SURFACE MOTION
 AW2436
 AW2436  HISTORY     - Date     Condition        Report By
 AW2436  HISTORY     - 1953     MONUMENTED       CGS
 AW2436  HISTORY     - 1958     GOOD             NGS
 AW2436  HISTORY     - 1962     MARK NOT FOUND   NGS
 AW2436  HISTORY     - 19890525 MARK NOT FOUND   USPSQD
 AW2436
 AW2436                          STATION DESCRIPTION
 AW2436
 AW2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2436'9.95 MI NE FROM HIGH ISLAND.
 AW2436'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 AW2436'AT HIGH ISLAND, THENCE ABOUT 9.05 MILES NORTHEAST ALONG STATE HIGHWAY
 AW2436'87, 27 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 198 FEET
 AW2436'SOUTHWEST OF A LONE MESQUITE BUSH, 11 FEET NORTHWEST OF THE
 AW2436'RIGHT-OF-WAY FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 AW2436'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 AW2436'THE GROUND.
 AW2436
 AW2436                          STATION RECOVERY (1962)
 AW2436
 AW2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 AW2436'MARK NOT FOUND.
 AW2436
 AW2436                          STATION RECOVERY (1989)
 AW2436
 AW2436'RECOVERY NOTE BY US POWER SQUADRON 1989 (IG)
 AW2436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0481 ***********************************************************************
 AV0481  DESIGNATION -  L 1015
 AV0481  PID         -  AV0481
 AV0481  STATE/COUNTY-  TX/JEFFERSON
 AV0481  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0481
 AV0481                         *CURRENT SURVEY CONTROL
 AV0481  ___________________________________________________________________
 AV0481* NAD 83(1986)-  29 47 36.     (N)    093 57 07.     (W)     SCALED    
 AV0481* NAVD 88     -         0.98   (+/-2cm)       3.2    (feet)  VERTCON   
 AV0481  ___________________________________________________________________
 AV0481  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AV0481
 AV0481  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0481
 AV0481.The horizontal coordinates were scaled from a topographic map and have
 AV0481.an estimated accuracy of +/- 6 seconds.
 AV0481
 AV0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0481.The vertical order pertains to the NGVD 29 superseded value.
 AV0481
 AV0481.The geoid height was determined by GEOID03.
 AV0481
 AV0481;                    North         East    Units  Estimated Accuracy
 AV0481;SPC TXSC     - 4,227,750.    1,087,870.      MT  (+/- 180 meters Scaled)
 AV0481
 AV0481                          SUPERSEDED SURVEY CONTROL
 AV0481
 AV0481  NGVD 29 (??/??/??)    0.973  (m)            3.19   (f) ADJUSTED    1 2
 AV0481
 AV0481.Superseded values are not recommended for survey control.
 AV0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0481.See file dsdata.txt to determine how the superseded data were derived.
 AV0481
 AV0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN079962(NAD 83)
 AV0481_MARKER: DB = BENCH MARK DISK
 AV0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0481_SP_SET: CULVERT
 AV0481_STAMPING: L 1015 1953
 AV0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0481
 AV0481  HISTORY     - Date     Condition        Report By
 AV0481  HISTORY     - 1953     MONUMENTED       CGS
 AV0481  HISTORY     - 1959     GOOD             CGS
 AV0481  HISTORY     - 1984     GOOD             USPSQD
 AV0481  HISTORY     - 1988     GOOD             USPSQD
 AV0481  HISTORY     - 1989     GOOD             USPSQD
 AV0481  HISTORY     - 1989     GOOD             USPSQD
 AV0481  HISTORY     - 1989     GOOD             USPSQD
 AV0481  HISTORY     - 1990     GOOD             USPSQD
 AV0481  HISTORY     - 19930202 GOOD             USPSQD
 AV0481  HISTORY     - 19940419 GOOD             USPSQD
 AV0481  HISTORY     - 20001231 GOOD             NGS
 AV0481  HISTORY     - 20010331 GOOD             NGS
 AV0481
 AV0481                          STATION DESCRIPTION
 AV0481
 AV0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0481'4.3 MI SE FROM WEST PORT ARTHUR.
 AV0481'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE TEXAS AND NEW
 AV0481'ORLEANS RAILROAD STATION AT WEST PORT ARTHUR, OR ABOUT 6.1 MILES
 AV0481'NORTHWEST ALONG STATE HIGHWAY 87 FROM THE DICK DOWLING MONUMENT AT
 AV0481'SABINE PASS, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN
 AV0481'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A CULVERT,
 AV0481'ABOUT 0.25 MILE SOUTHEAST OF A SMALL HOUSE, AND ABOUT 6 INCHES BELOW
 AV0481'THE LEVEL OF THE HIGHWAY.
 AV0481
 AV0481                          STATION RECOVERY (1984)
 AV0481
 AV0481'RECOVERY NOTE BY US POWER SQUADRON 1984
 AV0481'RECOVERED IN GOOD CONDITION.
 AV0481
 AV0481                          STATION RECOVERY (1988)
 AV0481
 AV0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAF)
 AV0481'RECOVERED IN GOOD CONDITION.
 AV0481
 AV0481                          STATION RECOVERY (1989)
 AV0481
 AV0481'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AV0481'RECOVERED IN GOOD CONDITION.
 AV0481
 AV0481                          STATION RECOVERY (1989)
 AV0481
 AV0481'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AV0481'RECOVERED IN GOOD CONDITION.
 AV0481
 AV0481                          STATION RECOVERY (1989)
 AV0481
 AV0481'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AV0481'RECOVERED IN GOOD CONDITION.
 AV0481
 AV0481                          STATION RECOVERY (1990)
 AV0481
 AV0481'RECOVERY NOTE BY US POWER SQUADRON 1990 (WAF)
 AV0481'RECOVERED IN GOOD CONDITION.
 AV0481
 AV0481                          STATION RECOVERY (1993)
 AV0481
 AV0481'RECOVERY NOTE BY US POWER SQUADRON 1993 (WAF)
 AV0481'RECOVERED IN GOOD CONDITION.
 AV0481
 AV0481                          STATION RECOVERY (1994)
 AV0481
 AV0481'RECOVERY NOTE BY US POWER SQUADRON 1994
 AV0481'RECOVERED IN GOOD CONDITION.
 AV0481
 AV0481                          STATION RECOVERY (2000)
 AV0481
 AV0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 AV0481'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0481
 AV0481                          STATION RECOVERY (2001)
 AV0481
 AV0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0481'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AV0470 ***********************************************************************
 AV0470  DESIGNATION -  L 1016
 AV0470  PID         -  AV0470
 AV0470  STATE/COUNTY-  TX/JEFFERSON
 AV0470  USGS QUAD   -  PORT ARTHUR SOUTH (1993)
 AV0470
 AV0470                         *CURRENT SURVEY CONTROL
 AV0470  ___________________________________________________________________
 AV0470* NAD 83(1986)-  29 52 08.     (N)    093 59 18.     (W)     SCALED    
 AV0470* NAVD 88     -         2.83   (+/-2cm)       9.3    (feet)  VERTCON   
 AV0470  ___________________________________________________________________
 AV0470  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AV0470
 AV0470  VERT ORDER  -  FIRST     CLASS II (See Below)
 AV0470
 AV0470.The horizontal coordinates were scaled from a topographic map and have
 AV0470.an estimated accuracy of +/- 6 seconds.
 AV0470
 AV0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AV0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0470.The vertical order pertains to the NGVD 29 superseded value.
 AV0470
 AV0470.The geoid height was determined by GEOID03.
 AV0470
 AV0470;                    North         East    Units  Estimated Accuracy
 AV0470;SPC TXSC     - 4,235,970.    1,084,000.      MT  (+/- 180 meters Scaled)
 AV0470
 AV0470                          SUPERSEDED SURVEY CONTROL
 AV0470
 AV0470  NGVD 29 (??/??/??)    2.814  (m)            9.23   (f) ADJUSTED    1 2
 AV0470
 AV0470.Superseded values are not recommended for survey control.
 AV0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0470.See file dsdata.txt to determine how the superseded data were derived.
 AV0470
 AV0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP045046(NAD 83)
 AV0470_MARKER: DB = BENCH MARK DISK
 AV0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AV0470_SP_SET: FLOOD GATE
 AV0470_STAMPING: L 1016 1954
 AV0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AV0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0470+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 AV0470
 AV0470  HISTORY     - Date     Condition        Report By
 AV0470  HISTORY     - 1954     MONUMENTED       CGS
 AV0470  HISTORY     - 1959     GOOD             CGS
 AV0470  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AV0470  HISTORY     - 19970222 GOOD             USPSQD
 AV0470  HISTORY     - 20010331 GOOD             NGS
 AV0470  HISTORY     - 20020128 GOOD             NGS
 AV0470  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 AV0470  HISTORY     - 20040309 GOOD             USPSQD
 AV0470
 AV0470                          STATION DESCRIPTION
 AV0470
 AV0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AV0470'1.6 MI NW FROM WEST PORT ARTHUR.
 AV0470'ABOUT 1.6 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AV0470'FROM THE STATION AT WEST PORT ARTHUR, OR ABOUT 0.6 MILE EAST ALONG 5TH
 AV0470'STREET FROM THE HIGH SCHOOL AT PORT ACRES, THENCE ABOUT 2.2 MILES
 AV0470'SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD, 4 POLES SOUTHEAST
 AV0470'OF MILEPOST 14, 37 YARDS NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP
 AV0470'OF THE NORTHWEST END OF A CONCRETE FLOOD GATE, AND ABOUT 5 FEET ABOVE
 AV0470'THE LEVEL OF THE TRACKS.
 AV0470
 AV0470                          STATION RECOVERY (1985)
 AV0470
 AV0470'RECOVERY NOTE BY US POWER SQUADRON 1985
 AV0470'MARK NOT FOUND.
 AV0470
 AV0470                          STATION RECOVERY (1997)
 AV0470
 AV0470'RECOVERY NOTE BY US POWER SQUADRON 1997
 AV0470'RECOVERED IN GOOD CONDITION.
 AV0470
 AV0470                          STATION RECOVERY (2001)
 AV0470
 AV0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0470'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0470
 AV0470                          STATION RECOVERY (2002)
 AV0470
 AV0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AV0470'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0470
 AV0470                          STATION RECOVERY (2002)
 AV0470
 AV0470'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLL)
 AV0470'MARK NOT FOUND.
 AV0470
 AV0470                          STATION RECOVERY (2004)
 AV0470
 AV0470'RECOVERY NOTE BY US POWER SQUADRON 2004 (WAF)
 AV0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0270 ***********************************************************************
 BL0270  DESIGNATION -  L 1017
 BL0270  PID         -  BL0270
 BL0270  STATE/COUNTY-  TX/JEFFERSON
 BL0270  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0270
 BL0270                         *CURRENT SURVEY CONTROL
 BL0270  ___________________________________________________________________
 BL0270* NAD 83(1986)-  30 04 07.     (N)    094 07 03.     (W)     SCALED    
 BL0270* NAVD 88     -         5.422  (meters)      17.79   (feet)  ADJUSTED  
 BL0270  ___________________________________________________________________
 BL0270  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0270  DYNAMIC HT  -           5.415 (meters)      17.77  (feet)  COMP
 BL0270  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 BL0270
 BL0270  VERT ORDER  -  FIRST     CLASS II
 BL0270
 BL0270.The horizontal coordinates were scaled from a topographic map and have
 BL0270.an estimated accuracy of +/- 6 seconds.
 BL0270
 BL0270.The orthometric height was determined by differential leveling
 BL0270.and adjusted by the National Geodetic Survey in June 1991..
 BL0270
 BL0270.The geoid height was determined by GEOID03.
 BL0270
 BL0270.The dynamic height is computed by dividing the NAVD 88
 BL0270.geopotential number by the normal gravity value computed on the
 BL0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0270.degrees latitude (g = 980.6199 gals.).
 BL0270
 BL0270.The modeled gravity was interpolated from observed gravity values.
 BL0270
 BL0270;                    North         East    Units  Estimated Accuracy
 BL0270;SPC TXSC     - 4,257,560.    1,070,610.      MT  (+/- 180 meters Scaled)
 BL0270
 BL0270                          SUPERSEDED SURVEY CONTROL
 BL0270
 BL0270  NGVD 29 (??/??/92)    5.445  (m)           17.86   (f) ADJ UNCH    1 2
 BL0270
 BL0270.Superseded values are not recommended for survey control.
 BL0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0270.See file dsdata.txt to determine how the superseded data were derived.
 BL0270
 BL0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP922269(NAD 83)
 BL0270_MARKER: DB = BENCH MARK DISK
 BL0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL0270_SP_SET: CULVERT
 BL0270_STAMPING: L 1017 1954
 BL0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL0270
 BL0270  HISTORY     - Date     Condition        Report By
 BL0270  HISTORY     - 1954     MONUMENTED       CGS
 BL0270  HISTORY     - 1972     GOOD             NGS
 BL0270  HISTORY     - 1985     GOOD             USPSQD
 BL0270  HISTORY     - 19890221 MARK NOT FOUND   USPSQD
 BL0270  HISTORY     - 19890823 MARK NOT FOUND   USPSQD
 BL0270  HISTORY     - 19940906 MARK NOT FOUND   USPSQD
 BL0270  HISTORY     - 20010119 MARK NOT FOUND   USPSQD
 BL0270  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0270  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 BL0270  HISTORY     - 20041127 MARK NOT FOUND   USPSQD
 BL0270
 BL0270                          STATION DESCRIPTION
 BL0270
 BL0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0270'IN BEAUMONT.
 BL0270'AT BEAUMONT, ABOUT 0.1 MILE WEST ALONG COLLEGE STREET (U. S. HIGHWAY
 BL0270'90) FROM THE JUNCTION OF 4TH STREET, AT THE CROSSING OF THE ATCHISON
 BL0270'TOPEKA AND SANTA FE RAILROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE
 BL0270'EASTBOUND LANE OF THE HIGHWAY, 29.4 FEET NORTHWEST OF THE NORTHWEST
 BL0270'RAIL, IN TOP OF THE EAST END OF THE SOUTH HEADWALL FOR A 4-FOOT
 BL0270'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 1.1 FEET WEST OF THE EAST END
 BL0270'OF THE HEADWALL, 1 1/2 FEET LOWER THAN THE HIGHWAY AND PRESENTLY
 BL0270'COVERED BY ABOUT 1 FOOT OF EARTH.
 BL0270
 BL0270                          STATION RECOVERY (1985)
 BL0270
 BL0270'RECOVERY NOTE BY US POWER SQUADRON 1985
 BL0270'RECOVERED IN GOOD CONDITION.
 BL0270
 BL0270                          STATION RECOVERY (1989)
 BL0270
 BL0270'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0270'MARK NOT FOUND.
 BL0270
 BL0270                          STATION RECOVERY (1989)
 BL0270
 BL0270'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEP)
 BL0270'MARK NOT FOUND.
 BL0270
 BL0270                          STATION RECOVERY (1994)
 BL0270
 BL0270'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0270'MARK NOT FOUND.
 BL0270
 BL0270                          STATION RECOVERY (2001)
 BL0270
 BL0270'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL0270'MARK NOT FOUND.
 BL0270
 BL0270                          STATION RECOVERY (2001)
 BL0270
 BL0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0270'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0270
 BL0270                          STATION RECOVERY (2003)
 BL0270
 BL0270'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0270'MARK NOT FOUND.
 BL0270
 BL0270                          STATION RECOVERY (2004)
 BL0270
 BL0270'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0308 ***********************************************************************
 BL0308  DESIGNATION -  L 1018
 BL0308  PID         -  BL0308
 BL0308  STATE/COUNTY-  TX/JEFFERSON
 BL0308  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0308
 BL0308                         *CURRENT SURVEY CONTROL
 BL0308  ___________________________________________________________________
 BL0308* NAD 83(1986)-  30 05 37.     (N)    094 06 59.     (W)     SCALED    
 BL0308* NAVD 88     -         7.54   (+/-2cm)      24.7    (feet)  VERTCON   
 BL0308  ___________________________________________________________________
 BL0308  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0308
 BL0308  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0308
 BL0308.The horizontal coordinates were scaled from a topographic map and have
 BL0308.an estimated accuracy of +/- 6 seconds.
 BL0308
 BL0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0308.The vertical order pertains to the NGVD 29 superseded value.
 BL0308
 BL0308.The geoid height was determined by GEOID03.
 BL0308
 BL0308;                    North         East    Units  Estimated Accuracy
 BL0308;SPC TXSC     - 4,260,330.    1,070,600.      MT  (+/- 180 meters Scaled)
 BL0308
 BL0308                          SUPERSEDED SURVEY CONTROL
 BL0308
 BL0308  NGVD 29 (??/??/92)    7.548  (m)           24.76   (f) ADJ UNCH    1 2
 BL0308
 BL0308.Superseded values are not recommended for survey control.
 BL0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0308.See file dsdata.txt to determine how the superseded data were derived.
 BL0308
 BL0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP924296(NAD 83)
 BL0308_MARKER: DB = BENCH MARK DISK
 BL0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0308_STAMPING: L 1018 1954
 BL0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0308+STABILITY: SURFACE MOTION
 BL0308
 BL0308  HISTORY     - Date     Condition        Report By
 BL0308  HISTORY     - 1954     MONUMENTED       CGS
 BL0308  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0308  HISTORY     - 19910817 MARK NOT FOUND   USPSQD
 BL0308  HISTORY     - 19940724 MARK NOT FOUND   USPSQD
 BL0308  HISTORY     - 20010119 MARK NOT FOUND   USPSQD
 BL0308  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0308  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0308  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 BL0308  HISTORY     - 20050202 MARK NOT FOUND   USPSQD
 BL0308
 BL0308                          STATION DESCRIPTION
 BL0308
 BL0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL0308'1.5 MI NW FROM BEAUMONT.
 BL0308'0.45 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0308'STATION AT BEAUMONT, THENCE 1.05 MILES NORTHWEST ALONG THE TEXAS AND
 BL0308'NEW ORLEANS RAILROAD, 5 POLES NORTHWEST OF MILEPOST 31, 57 FEET
 BL0308'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 10 FEET NORTHEAST
 BL0308'OF THE NORTHEAST RAIL OF A SIDE TRACK, 37.4 FEET NORTHEAST OF A
 BL0308'TELEPHONE POLE, 95 FEET SOUTHEAST OF A POWER POLE, 234 FEET SOUTHEAST
 BL0308'OF A STEEL WATER TANK, 73 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD
 BL0308'CROSSING, 2.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BL0308'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 BL0308
 BL0308                          STATION RECOVERY (1972)
 BL0308
 BL0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0308'MARK NOT FOUND.
 BL0308
 BL0308                          STATION RECOVERY (1991)
 BL0308
 BL0308'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0308'MARK NOT FOUND.
 BL0308
 BL0308                          STATION RECOVERY (1994)
 BL0308
 BL0308'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0308'MARK NOT FOUND.
 BL0308
 BL0308                          STATION RECOVERY (2001)
 BL0308
 BL0308'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 BL0308'MARK NOT FOUND.
 BL0308
 BL0308                          STATION RECOVERY (2001)
 BL0308
 BL0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0308'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0308
 BL0308                          STATION RECOVERY (2001)
 BL0308
 BL0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0308'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0308
 BL0308                          STATION RECOVERY (2003)
 BL0308
 BL0308'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0308'MARK NOT FOUND.
 BL0308
 BL0308                          STATION RECOVERY (2005)
 BL0308
 BL0308'RECOVERY NOTE BY US POWER SQUADRON 2005 (EJB)
 BL0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0966 ***********************************************************************
 AW0966  DESIGNATION -  L 1019
 AW0966  PID         -  AW0966
 AW0966  STATE/COUNTY-  TX/HARRIS
 AW0966  USGS QUAD   -  MONT BELVIEU (1994)
 AW0966
 AW0966                         *CURRENT SURVEY CONTROL
 AW0966  ___________________________________________________________________
 AW0966* NAD 83(1986)-  29 46 49.     (N)    094 59 27.     (W)     SCALED    
 AW0966* NAVD 88     -         8.689  (meters)      28.51   (feet)  ADJUSTED  
 AW0966  ___________________________________________________________________
 AW0966  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW0966  DYNAMIC HT  -           8.678 (meters)      28.47  (feet)  COMP
 AW0966  MODELED GRAV-     979,289.4   (mgal)                       NAVD 88
 AW0966
 AW0966  VERT ORDER  -  FIRST     CLASS II
 AW0966
 AW0966.The horizontal coordinates were scaled from a topographic map and have
 AW0966.an estimated accuracy of +/- 6 seconds.
 AW0966
 AW0966.The orthometric height was determined by differential leveling
 AW0966.and adjusted by the National Geodetic Survey in June 1991..
 AW0966
 AW0966.The geoid height was determined by GEOID03.
 AW0966
 AW0966.The dynamic height is computed by dividing the NAVD 88
 AW0966.geopotential number by the normal gravity value computed on the
 AW0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0966.degrees latitude (g = 980.6199 gals.).
 AW0966
 AW0966.The modeled gravity was interpolated from observed gravity values.
 AW0966
 AW0966;                    North         East    Units  Estimated Accuracy
 AW0966;SPC TXSC     - 4,222,420.      987,560.      MT  (+/- 180 meters Scaled)
 AW0966
 AW0966                          SUPERSEDED SURVEY CONTROL
 AW0966
 AW0966  NGVD 29 (12/23/87)    8.687  (m)           28.50   (f) ADJUSTED    1 2
 AW0966
 AW0966.Superseded values are not recommended for survey control.
 AW0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0966.See file dsdata.txt to determine how the superseded data were derived.
 AW0966
 AW0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN075961(NAD 83)
 AW0966_MARKER: DB = BENCH MARK DISK
 AW0966_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0966_SP_SET: HEADWALL
 AW0966_STAMPING: L 1019 1954
 AW0966_MARK LOGO: CGS   
 AW0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0966+STABILITY: SURFACE MOTION
 AW0966
 AW0966  HISTORY     - Date     Condition        Report By
 AW0966  HISTORY     - 1954     MONUMENTED       CGS
 AW0966  HISTORY     - 1964     GOOD             NGS
 AW0966  HISTORY     - 1978     GOOD             NGS
 AW0966  HISTORY     - 1979     GOOD             LOCSUR
 AW0966  HISTORY     - 1986     GOOD             NGS
 AW0966  HISTORY     - 19871209 MARK NOT FOUND   LOCSUR
 AW0966
 AW0966                          STATION DESCRIPTION
 AW0966
 AW0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0966'4.45 MI NW FROM CEDAR BAYOU.
 AW0966'ABOUT 1.75 MILES NORTH ALONG THE CROSBY-CEDAR BAYOU ROAD FROM THE
 AW0966'ASSEMBLY OF GOD CHURCH AT CEDAR BAYOU, THENCE 2.7 MILES WEST ALONG THE
 AW0966'LYNCHBURG-CEDAR BAYOU ROAD, ABOUT 0.2 MILE EAST OF THE JOHN MARTIN
 AW0966'ROAD, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 35 FEET WEST OF
 AW0966'THE CENTER LINE OF BUSH ROAD, SET IN THE CENTER OF THE TOP OF THE
 AW0966'SOUTH CONCRETE HEAD WALL OF A CULVERT, AND ABOUT 2 FEET ABOVE THE
 AW0966'LEVEL OF THE ROAD.
 AW0966
 AW0966                          STATION RECOVERY (1978)
 AW0966
 AW0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0966'RECOVERED IN GOOD CONDITION.
 AW0966
 AW0966                          STATION RECOVERY (1979)
 AW0966
 AW0966'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 AW0966'RECOVERED IN GOOD CONDITION.
 AW0966
 AW0966                          STATION RECOVERY (1986)
 AW0966
 AW0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0966'RECOVERED IN GOOD CONDITION.
 AW0966
 AW0966                          STATION RECOVERY (1987)
 AW0966
 AW0966'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987
 AW0966'RECOVERY REPORT GENERATED BY RESET DATA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7073 ***********************************************************************
 AW7073  DESIGNATION -  L 1019 RESET
 AW7073  PID         -  AW7073
 AW7073  STATE/COUNTY-  TX/HARRIS
 AW7073  USGS QUAD   -  MONT BELVIEU (1994)
 AW7073
 AW7073                         *CURRENT SURVEY CONTROL
 AW7073  ___________________________________________________________________
 AW7073* NAD 83(1986)-  29 46 49.     (N)    094 59 27.     (W)     SCALED    
 AW7073* NAVD 88     -         7.98   (meters)      26.2    (feet)  RESET     
 AW7073  ___________________________________________________________________
 AW7073  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW7073
 AW7073  VERT ORDER  -  THIRD
 AW7073
 AW7073.The horizontal coordinates were scaled from a topographic map and have
 AW7073.an estimated accuracy of +/- 6 seconds.
 AW7073
 AW7073.The orthometric height was computed from unverified reset data.
 AW7073
 AW7073.The geoid height was determined by GEOID03.
 AW7073
 AW7073;                    North         East    Units  Estimated Accuracy
 AW7073;SPC TXSC     - 4,222,420.      987,560.      MT  (+/- 180 meters Scaled)
 AW7073
 AW7073                          SUPERSEDED SURVEY CONTROL
 AW7073
 AW7073  NGVD 29 (01/29/03)    7.98   (m)           26.2    (f) RESET       3  
 AW7073
 AW7073.Superseded values are not recommended for survey control.
 AW7073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7073.See file dsdata.txt to determine how the superseded data were derived.
 AW7073
 AW7073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN075961(NAD 83)
 AW7073_MARKER: DV = VERTICAL CONTROL DISK
 AW7073_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW7073_SP_SET: HEADWALL
 AW7073_STAMPING: L 1019 RESET 1987
 AW7073_MARK LOGO: NGS   
 AW7073_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7073+STABILITY: SURFACE MOTION
 AW7073
 AW7073  HISTORY     - Date     Condition        Report By
 AW7073  HISTORY     - 1987     MONUMENTED       LOCSUR
 AW7073  HISTORY     - 19940625 GOOD             USPSQD
 AW7073
 AW7073                          STATION DESCRIPTION
 AW7073
 AW7073'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987
 AW7073'ABOUT 1.75 MILES (2.82 KM) NORTH ALONG THE CROSBY-CEDAR BAYOU ROAD
 AW7073'FROM THE ASSEMBLY OF GOD CHURCH AT CEDAR BAYOU, THENCE 2.9 MILES
 AW7073'(4.7 KM) WEST ALONG THE LYNCHBURG-CEDAR BAYOU ROAD TO JOHN MARTIN
 AW7073'ROAD, THENCE 320.0 FEET (97.5 M) NORTH ALONG JOHN MARTIN ROAD FROM
 AW7073'THE CENTERLINE OF W.LYNCHBURG-CEDAR BAYOU ROAD, 25.2 FEET (7.7 M)
 AW7073'WEST OF THE CENTERLINE OF JOHN MARTIN ROAD, 3.9 FEET (1.2 M) SOUTH OF
 AW7073'A POWERPOLE WITH TRANSFORMER, 26.0 FEET (7.9 M) NORTH OF A 10 INCH
 AW7073'TREE, 0.5 FOOT (15.2 CM) EAST OF A NON-METAL WITNESS POST, AND ABOUT
 AW7073'1.2 FEET (0.4 M) BELOW THE LEVEL OF THE ROAD.
 AW7073
 AW7073                          STATION RECOVERY (1994)
 AW7073
 AW7073'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW7073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0553 ***********************************************************************
 BY0553  DESIGNATION -  L 102
 BY0553  PID         -  BY0553
 BY0553  STATE/COUNTY-  TX/JASPER
 BY0553  USGS QUAD   -  EBENEZER (1984)
 BY0553
 BY0553                         *CURRENT SURVEY CONTROL
 BY0553  ___________________________________________________________________
 BY0553* NAD 83(1986)-  31 03 22.     (N)    094 09 19.     (W)     SCALED    
 BY0553* NAVD 88     -        44.71   (+/-2cm)     146.7    (feet)  VERTCON   
 BY0553  ___________________________________________________________________
 BY0553  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BY0553
 BY0553  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0553
 BY0553.The horizontal coordinates were scaled from a topographic map and have
 BY0553.an estimated accuracy of +/- 6 seconds.
 BY0553
 BY0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0553.The vertical order pertains to the NGVD 29 superseded value.
 BY0553
 BY0553.The geoid height was determined by GEOID03.
 BY0553
 BY0553;                    North         East    Units  Estimated Accuracy
 BY0553;SPC TX C     - 3,170,400.    1,289,310.      MT  (+/- 180 meters Scaled)
 BY0553
 BY0553                          SUPERSEDED SURVEY CONTROL
 BY0553
 BY0553  NGVD 29 (??/??/92)   44.722  (m)          146.73   (f) ADJ UNCH    2 0
 BY0553
 BY0553.Superseded values are not recommended for survey control.
 BY0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0553.See file dsdata.txt to determine how the superseded data were derived.
 BY0553
 BY0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ897363(NAD 83)
 BY0553_MARKER: DB = BENCH MARK DISK
 BY0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0553_STAMPING: L 102 1952
 BY0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0553+STABILITY: SURFACE MOTION
 BY0553
 BY0553  HISTORY     - Date     Condition        Report By
 BY0553  HISTORY     - 1952     MONUMENTED       CGS
 BY0553  HISTORY     - 1979     GOOD             USGS
 BY0553
 BY0553                          STATION DESCRIPTION
 BY0553
 BY0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0553'19.3 MI NW FROM JASPER.
 BY0553'14.8 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL AT
 BY0553'JASPER, THENCE 3.0 MILES NORTHEAST ALONG FARM ROAD 255, THENCE 1.1
 BY0553'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE NORTHEAST ALONG
 BY0553'A GRADED DIRT ROAD, AT A JUNCTION WITH A WOODS ROAD LEADING NORTH, 122
 BY0553'FEET NORTH OF THE CENTER LINE OF A GRADED DIRT ROAD, 212 FEET
 BY0553'SOUTHWEST OF A POWER POLE, 21 FEET NORTH OF A FENCE CORNER, 1.6 FEET
 BY0553'EAST OF A FENCE, 1.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 BY0553'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BY0553
 BY0553                          STATION RECOVERY (1979)
 BY0553
 BY0553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0553'1.5 MILES W ALONG HWY 190 AND 63 FROM JCT OF HWYS 190, 63 AND 96 AT
 BY0553'THE S EDGE OF JASPER, THENCE 12.8 MILES NW ALONG HWY 63 TO JCT OF HWY
 BY0553'63 AND 255R, THENCE 1.15 MILES NE ALONG HWY 255R, THENCE 1.2 MILES N
 BY0553'AND E ALONG GRADED ROAD TO T-ROAD N, 93 FT N OF CENTERLINE OF E-W
 BY0553'ROAD, 61 FT W OF CENTERLINE OF N-S ROAD, 21 FT N OF A FENCE CORNER,
 BY0553'1.6 FT E OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0553'FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1215 ***********************************************************************
 BL1215  DESIGNATION -  L 1020
 BL1215  PID         -  BL1215
 BL1215  STATE/COUNTY-  TX/HARRIS
 BL1215  USGS QUAD   -  MOONSHINE HILL (1980)
 BL1215
 BL1215                         *CURRENT SURVEY CONTROL
 BL1215  ___________________________________________________________________
 BL1215* NAD 83(1986)-  30 00 23.     (N)    095 08 52.     (W)     SCALED    
 BL1215* NAVD 88     -        20.00   (+/-2cm)      65.6    (feet)  VERTCON   
 BL1215  ___________________________________________________________________
 BL1215  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL1215
 BL1215  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1215
 BL1215.The horizontal coordinates were scaled from a topographic map and have
 BL1215.an estimated accuracy of +/- 6 seconds.
 BL1215
 BL1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1215.The vertical order pertains to the NGVD 29 superseded value.
 BL1215
 BL1215.The geoid height was determined by GEOID03.
 BL1215
 BL1215;                    North         East    Units  Estimated Accuracy
 BL1215;SPC TXSC     - 4,246,960.      971,570.      MT  (+/- 180 meters Scaled)
 BL1215
 BL1215                          SUPERSEDED SURVEY CONTROL
 BL1215
 BL1215  NGVD 29 (??/??/92)   20.004  (m)           65.63   (f) ADJ UNCH    2 0
 BL1215
 BL1215.Superseded values are not recommended for survey control.
 BL1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1215.See file dsdata.txt to determine how the superseded data were derived.
 BL1215
 BL1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP928214(NAD 83)
 BL1215_MARKER: DB = BENCH MARK DISK
 BL1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1215_STAMPING: L 1020 1954
 BL1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1215+STABILITY: SURFACE MOTION
 BL1215
 BL1215  HISTORY     - Date     Condition        Report By
 BL1215  HISTORY     - 1954     MONUMENTED       CGS
 BL1215  HISTORY     - 1973     GOOD             NGS
 BL1215  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL1215  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL1215
 BL1215                          STATION DESCRIPTION
 BL1215
 BL1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1215'3.75 MI W FROM HUFFMAN.
 BL1215'ABOUT 3.75 MILES WEST ALONG HIGHWAY FM 1960 FROM THE INTERSECTION OF
 BL1215'FM 1960 AND FM 2100 AT HUFFMAN, 51 FEET SOUTHEAST OF THE CENTER LINE
 BL1215'OF FM 1960, 2.5 FEET SOUTHEAST OF A FENCE, 35 FEET SOUTHWEST OF A 18
 BL1215'IN. PINE TREE.  A C AND GS DISK ABOUT 1 FOOT NORTHWEST OF A METAL
 BL1215'WITNESS POST 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 BL1215'CONCRETE POST PROJECTING 1 INCH.
 BL1215
 BL1215                          STATION RECOVERY (1978)
 BL1215
 BL1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1215'NOT RECOVERED.
 BL1215
 BL1215                          STATION RECOVERY (2004)
 BL1215
 BL1215'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0076 ***********************************************************************
 CR0076  DESIGNATION -  L 1021
 CR0076  PID         -  CR0076
 CR0076  STATE/COUNTY-  TX/HARRISON
 CR0076  USGS QUAD   -  WASKOM (1978)
 CR0076
 CR0076                         *CURRENT SURVEY CONTROL
 CR0076  ___________________________________________________________________
 CR0076* NAD 83(1986)-  32 29 20.     (N)    094 03 57.     (W)     SCALED    
 CR0076* NAVD 88     -        86.518  (meters)     283.85   (feet)  ADJUSTED  
 CR0076  ___________________________________________________________________
 CR0076  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CR0076  DYNAMIC HT  -          86.421 (meters)     283.53  (feet)  COMP
 CR0076  MODELED GRAV-     979,508.9   (mgal)                       NAVD 88
 CR0076
 CR0076  VERT ORDER  -  FIRST     CLASS II
 CR0076
 CR0076.The horizontal coordinates were scaled from a topographic map and have
 CR0076.an estimated accuracy of +/- 6 seconds.
 CR0076
 CR0076.The orthometric height was determined by differential leveling
 CR0076.and adjusted by the National Geodetic Survey in June 1991..
 CR0076
 CR0076.The geoid height was determined by GEOID03.
 CR0076
 CR0076.The dynamic height is computed by dividing the NAVD 88
 CR0076.geopotential number by the normal gravity value computed on the
 CR0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0076.degrees latitude (g = 980.6199 gals.).
 CR0076
 CR0076.The modeled gravity was interpolated from observed gravity values.
 CR0076
 CR0076;                    North         East    Units  Estimated Accuracy
 CR0076;SPC TXNC     - 2,099,970.    1,016,600.      MT  (+/- 180 meters Scaled)
 CR0076
 CR0076                          SUPERSEDED SURVEY CONTROL
 CR0076
 CR0076  NGVD 29 (??/??/92)   86.584  (m)          284.07   (f) ADJ UNCH    1 2
 CR0076
 CR0076.Superseded values are not recommended for survey control.
 CR0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0076.See file dsdata.txt to determine how the superseded data were derived.
 CR0076
 CR0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR998951(NAD 83)
 CR0076_MARKER: DB = BENCH MARK DISK
 CR0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0076_STAMPING: L 1021 1954
 CR0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0076+STABILITY: SURFACE MOTION
 CR0076
 CR0076  HISTORY     - Date     Condition        Report By
 CR0076  HISTORY     - 1954     MONUMENTED       CGS
 CR0076  HISTORY     - 19980117 MARK NOT FOUND   USPSQD
 CR0076
 CR0076                          STATION DESCRIPTION
 CR0076
 CR0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0076'0.6 MI NW FROM WASKOM.
 CR0076'0.6 MILE NORTHWEST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0076'STATION AT WASKOM, AT THE NORTH END OF A CUT, AT A PIPE LINE CROSSING,
 CR0076'77 FEET SOUTH OF A TELEPHONE POLE, 71 FEET SOUTH OF A PIPE LINE
 CR0076'MARKER, 49.5 FEET WEST OF THE WEST RAIL, 29 FEET EAST OF THE CENTER
 CR0076'LINE OF A DIRT ROAD, 12.5 FEET SOUTH OF A 10 INCH OAK TREE, 1.5 FEET
 CR0076'WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 CR0076'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 CR0076
 CR0076                          STATION RECOVERY (1998)
 CR0076
 CR0076'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0017 ***********************************************************************
 CR0017  DESIGNATION -  L 1022
 CR0017  PID         -  CR0017
 CR0017  STATE/COUNTY-  TX/MARION
 CR0017  USGS QUAD   -  WOODLAWN (1978)
 CR0017
 CR0017                         *CURRENT SURVEY CONTROL
 CR0017  ___________________________________________________________________
 CR0017* NAD 83(1986)-  32 44 55.     (N)    094 18 08.     (W)     SCALED    
 CR0017* NAVD 88     -        66.722  (meters)     218.90   (feet)  ADJUSTED  
 CR0017  ___________________________________________________________________
 CR0017  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CR0017  DYNAMIC HT  -          66.648 (meters)     218.66  (feet)  COMP
 CR0017  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 CR0017
 CR0017  VERT ORDER  -  FIRST     CLASS II
 CR0017
 CR0017.The horizontal coordinates were scaled from a topographic map and have
 CR0017.an estimated accuracy of +/- 6 seconds.
 CR0017
 CR0017.The orthometric height was determined by differential leveling
 CR0017.and adjusted by the National Geodetic Survey in June 1991..
 CR0017
 CR0017.The geoid height was determined by GEOID03.
 CR0017
 CR0017.The dynamic height is computed by dividing the NAVD 88
 CR0017.geopotential number by the normal gravity value computed on the
 CR0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0017.degrees latitude (g = 980.6199 gals.).
 CR0017
 CR0017.The modeled gravity was interpolated from observed gravity values.
 CR0017
 CR0017;                    North         East    Units  Estimated Accuracy
 CR0017;SPC TXNC     - 2,127,840.      993,260.      MT  (+/- 180 meters Scaled)
 CR0017
 CR0017                          SUPERSEDED SURVEY CONTROL
 CR0017
 CR0017  NGVD 29 (??/??/92)   66.781  (m)          219.10   (f) ADJ UNCH    1 2
 CR0017
 CR0017.Superseded values are not recommended for survey control.
 CR0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0017.See file dsdata.txt to determine how the superseded data were derived.
 CR0017
 CR0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS780241(NAD 83)
 CR0017_MARKER: DB = BENCH MARK DISK
 CR0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0017_STAMPING: L 1022 1954
 CR0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0017+STABILITY: SURFACE MOTION
 CR0017
 CR0017  HISTORY     - Date     Condition        Report By
 CR0017  HISTORY     - 1954     MONUMENTED       CGS
 CR0017
 CR0017                          STATION DESCRIPTION
 CR0017
 CR0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0017'2.65 MI SE FROM JEFFERSON.
 CR0017'2.65 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM
 CR0017'THE STATION AT JEFFERSON, AT THE NORTH SIDE OF THE CYPRESS RIVER
 CR0017'AIRPORT, 0.15 MILE WEST OF 2 SMALL OIL TANKS, 0.2 MILE NORTH OF THE
 CR0017'ADMINISTRATION BUILDING, 255 FEET SOUTH OF THE SOUTH RAIL, 210 FEET
 CR0017'SOUTH OF A FENCE, 82 FEET EAST OF A FENCE CORNER, 1.4 FEET SOUTHWEST
 CR0017'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CR0017'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1585 ***********************************************************************
 BL1585  DESIGNATION -  L 1023
 BL1585  PID         -  BL1585
 BL1585  STATE/COUNTY-  TX/HARRIS
 BL1585  USGS QUAD   -  HOCKLEY (1980)
 BL1585
 BL1585                         *CURRENT SURVEY CONTROL
 BL1585  ___________________________________________________________________
 BL1585* NAD 83(1986)-  30 04 01.     (N)    095 46 54.     (W)     SCALED    
 BL1585* NAVD 88     -        66.19   (+/-2cm)     217.2    (feet)  VERTCON   
 BL1585  ___________________________________________________________________
 BL1585  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL1585
 BL1585  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1585
 BL1585.The horizontal coordinates were scaled from a topographic map and have
 BL1585.an estimated accuracy of +/- 6 seconds.
 BL1585
 BL1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1585.The vertical order pertains to the NGVD 29 superseded value.
 BL1585
 BL1585.The geoid height was determined by GEOID03.
 BL1585
 BL1585;                    North         East    Units  Estimated Accuracy
 BL1585;SPC TXSC     - 4,251,820.      910,260.      MT  (+/- 180 meters Scaled)
 BL1585
 BL1585                          SUPERSEDED SURVEY CONTROL
 BL1585
 BL1585  NGVD 29 (??/??/92)   66.182  (m)          217.13   (f) ADJ UNCH    2 0
 BL1585
 BL1585.Superseded values are not recommended for survey control.
 BL1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1585.See file dsdata.txt to determine how the superseded data were derived.
 BL1585
 BL1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP318294(NAD 83)
 BL1585_MARKER: DB = BENCH MARK DISK
 BL1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1585_STAMPING: L 1023 1954
 BL1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1585+STABILITY: SURFACE MOTION
 BL1585
 BL1585  HISTORY     - Date     Condition        Report By
 BL1585  HISTORY     - 1954     MONUMENTED       CGS
 BL1585  HISTORY     - 1973     MARK NOT FOUND   NGS
 BL1585  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 BL1585
 BL1585                          STATION DESCRIPTION
 BL1585
 BL1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1585'6.6 MI NE FROM HOCKLEY.
 BL1585'2.9 MILES NORTH ALONG HEGAR ROAD FROM THE TEXAS AND NEW ORLEANS
 BL1585'RAILROAD STATION AT HOCKLEY, THENCE 3.7 MILES EAST ALONG THE WALLER
 BL1585'AND TOMBALL ROAD, 36 FEET SOUTH OF THE CENTER LINE OF THE WALLER AND
 BL1585'TOMBALL ROAD, 48 FEET WEST OF THE CENTER LINE OF BAUER ROAD, 28 FEET
 BL1585'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BRIDGE, 64 FEET EAST OF
 BL1585'THE CENTER LINE OF A PRIVATE DRIVEWAY, 3 FEET EAST OF A WITNESS POST,
 BL1585'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BL1585'GROUND.
 BL1585
 BL1585                          STATION RECOVERY (1973)
 BL1585
 BL1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BL1585'MARK NOT FOUND.
 BL1585
 BL1585                          STATION RECOVERY (1994)
 BL1585
 BL1585'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0481 ***********************************************************************
 DM0481  DESIGNATION -  L 1024
 DM0481  PID         -  DM0481
 DM0481  STATE/COUNTY-  TX/HOPKINS
 DM0481  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM0481
 DM0481                         *CURRENT SURVEY CONTROL
 DM0481  ___________________________________________________________________
 DM0481* NAD 83(1986)-  33 07 41.     (N)    095 35 04.     (W)     SCALED    
 DM0481* NAVD 88     -       151.390  (meters)     496.69   (feet)  ADJUSTED  
 DM0481  ___________________________________________________________________
 DM0481  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DM0481  DYNAMIC HT  -         151.224 (meters)     496.14  (feet)  COMP
 DM0481  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 DM0481
 DM0481  VERT ORDER  -  FIRST     CLASS II
 DM0481
 DM0481.The horizontal coordinates were scaled from a topographic map and have
 DM0481.an estimated accuracy of +/- 6 seconds.
 DM0481
 DM0481.The orthometric height was determined by differential leveling
 DM0481.and adjusted by the National Geodetic Survey in June 1991..
 DM0481
 DM0481.The geoid height was determined by GEOID03.
 DM0481
 DM0481.The dynamic height is computed by dividing the NAVD 88
 DM0481.geopotential number by the normal gravity value computed on the
 DM0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0481.degrees latitude (g = 980.6199 gals.).
 DM0481
 DM0481.The modeled gravity was interpolated from observed gravity values.
 DM0481
 DM0481;                    North         East    Units  Estimated Accuracy
 DM0481;SPC TXNC     - 2,165,830.      872,000.      MT  (+/- 180 meters Scaled)
 DM0481
 DM0481                          SUPERSEDED SURVEY CONTROL
 DM0481
 DM0481  NGVD 29 (??/??/92)  151.388  (m)          496.68   (f) ADJ UNCH    1 2
 DM0481
 DM0481.Superseded values are not recommended for survey control.
 DM0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0481.See file dsdata.txt to determine how the superseded data were derived.
 DM0481
 DM0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS588684(NAD 83)
 DM0481_MARKER: DB = BENCH MARK DISK
 DM0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0481_STAMPING: L 1024 1954
 DM0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0481+STABILITY: SURFACE MOTION
 DM0481
 DM0481  HISTORY     - Date     Condition        Report By
 DM0481  HISTORY     - 1954     MONUMENTED       CGS
 DM0481  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM0481
 DM0481                          STATION DESCRIPTION
 DM0481
 DM0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0481'1.0 MI SE FROM SULPHUR SPRINGS.
 DM0481'1.0 MILE SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0481'STATION AT SULPHUR SPRINGS, 107 FEET SOUTHEAST OF THE CENTER OF A
 DM0481'GRAVELED ROAD CROSSING, 45.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 DM0481'53.5 FEET NORTH OF A POWER POLE, 3 FEET NORTH OF A FENCE, 3 FEET
 DM0481'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DM0481'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DM0481
 DM0481                          STATION RECOVERY (1995)
 DM0481
 DM0481'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0289 ***********************************************************************
 CR0289  DESIGNATION -  L 1025
 CR0289  PID         -  CR0289
 CR0289  STATE/COUNTY-  TX/FRANKLIN
 CR0289  USGS QUAD   -  NEWSOME (1980)
 CR0289
 CR0289                         *CURRENT SURVEY CONTROL
 CR0289  ___________________________________________________________________
 CR0289* NAD 83(1986)-  32 57 57.     (N)    095 12 52.     (W)     SCALED    
 CR0289* NAVD 88     -       130.751  (meters)     428.97   (feet)  ADJUSTED  
 CR0289  ___________________________________________________________________
 CR0289  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 CR0289  DYNAMIC HT  -         130.604 (meters)     428.49  (feet)  COMP
 CR0289  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CR0289
 CR0289  VERT ORDER  -  FIRST     CLASS II
 CR0289
 CR0289.The horizontal coordinates were scaled from a topographic map and have
 CR0289.an estimated accuracy of +/- 6 seconds.
 CR0289
 CR0289.The orthometric height was determined by differential leveling
 CR0289.and adjusted by the National Geodetic Survey in June 1991..
 CR0289
 CR0289.The geoid height was determined by GEOID03.
 CR0289
 CR0289.The dynamic height is computed by dividing the NAVD 88
 CR0289.geopotential number by the normal gravity value computed on the
 CR0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0289.degrees latitude (g = 980.6199 gals.).
 CR0289
 CR0289.The modeled gravity was interpolated from observed gravity values.
 CR0289
 CR0289;                    North         East    Units  Estimated Accuracy
 CR0289;SPC TXNC     - 2,148,870.      907,080.      MT  (+/- 180 meters Scaled)
 CR0289
 CR0289                          SUPERSEDED SURVEY CONTROL
 CR0289
 CR0289  NGVD 29 (??/??/92)  130.759  (m)          429.00   (f) ADJ UNCH    1 2
 CR0289
 CR0289.Superseded values are not recommended for survey control.
 CR0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0289.See file dsdata.txt to determine how the superseded data were derived.
 CR0289
 CR0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS930496(NAD 83)
 CR0289_MARKER: DB = BENCH MARK DISK
 CR0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0289_STAMPING: L 1025 1954
 CR0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0289+STABILITY: SURFACE MOTION
 CR0289
 CR0289  HISTORY     - Date     Condition        Report By
 CR0289  HISTORY     - 1954     MONUMENTED       CGS
 CR0289
 CR0289                          STATION DESCRIPTION
 CR0289
 CR0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0289'4.6 MI E FROM WINNSBORO.
 CR0289'4.6 MILES EAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0289'STATION AT WINNSBORO, 25 FEET SOUTH OF THE CENTER LINE OF A ROAD, 72
 CR0289'FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 33 FEET NORTH
 CR0289'OF THE NORTH RAIL, 5.4 FEET NORTH OF THE 3RD POLE WEST OF MILEPOST T -
 CR0289'113, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CR0289'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2195 ***********************************************************************
 AW2195  DESIGNATION -  L 1026
 AW2195  PID         -  AW2195
 AW2195  STATE/COUNTY-  TX/WALLER
 AW2195  USGS QUAD   -  HOCKLEY MOUND (1980)
 AW2195
 AW2195                         *CURRENT SURVEY CONTROL
 AW2195  ___________________________________________________________________
 AW2195* NAD 83(1986)-  29 55 56.     (N)    095 55 29.     (W)     SCALED    
 AW2195* NAVD 88     -        56.72   (+/-2cm)     186.1    (feet)  VERTCON   
 AW2195  ___________________________________________________________________
 AW2195  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW2195
 AW2195  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2195
 AW2195.The horizontal coordinates were scaled from a topographic map and have
 AW2195.an estimated accuracy of +/- 6 seconds.
 AW2195
 AW2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2195.The vertical order pertains to the NGVD 29 superseded value.
 AW2195
 AW2195.The geoid height was determined by GEOID03.
 AW2195
 AW2195;                    North         East    Units  Estimated Accuracy
 AW2195;SPC TXSC     - 4,236,520.      896,870.      MT  (+/- 180 meters Scaled)
 AW2195
 AW2195                          SUPERSEDED SURVEY CONTROL
 AW2195
 AW2195  NGVD 29 (04/06/79)   56.709  (m)          186.05   (f) ADJUSTED    1 2
 AW2195
 AW2195.Superseded values are not recommended for survey control.
 AW2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2195.See file dsdata.txt to determine how the superseded data were derived.
 AW2195
 AW2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP176148(NAD 83)
 AW2195_MARKER: DB = BENCH MARK DISK
 AW2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2195_STAMPING: L 1026 1954
 AW2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2195+STABILITY: SURFACE MOTION
 AW2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2195+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AW2195
 AW2195  HISTORY     - Date     Condition        Report By
 AW2195  HISTORY     - 1954     MONUMENTED       CGS
 AW2195  HISTORY     - 1978     GOOD             NGS
 AW2195  HISTORY     - 20041014 GOOD             USPSQD
 AW2195
 AW2195                          STATION DESCRIPTION
 AW2195
 AW2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AW2195'10.2 MI S FROM WALLER.
 AW2195'1.15 MILES EAST ALONG U.S. HIGHWAY 290 FROM THE TEXAS AND NEW ORLEANS
 AW2195'RAILROAD STATION AT WALLER, THENCE 6.0 MILES SOUTH ALONG MATHIS ROAD,
 AW2195'THENCE 0.95 MILE WEST ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTH
 AW2195'ALONG A GRAVELED ROAD, 40 FEET EAST OF THE CENTER LINE OF A NORTH AND
 AW2195'SOUTH GRAVELED ROAD, 77 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD
 AW2195'LEADING EAST, 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AW2195'FARMHOUSE, 14 FEET NORTH OF A POWER POLE, 1.6 FEET WEST OF A FENCE,
 AW2195'2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AW2195'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AW2195
 AW2195                          STATION RECOVERY (1978)
 AW2195
 AW2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2195'RECOVERED IN GOOD CONDITION.
 AW2195
 AW2195                          STATION RECOVERY (2004)
 AW2195
 AW2195'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2195'METAL WETNESS POST. ORANGE TAPE AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0250 ***********************************************************************
 AX0250  DESIGNATION -  L 1027
 AX0250  PID         -  AX0250
 AX0250  STATE/COUNTY-  TX/AUSTIN
 AX0250  USGS QUAD   -  BURLEIGH (1981)
 AX0250
 AX0250                         *CURRENT SURVEY CONTROL
 AX0250  ___________________________________________________________________
 AX0250* NAD 83(1986)-  29 55 46.     (N)    096 08 02.     (W)     SCALED    
 AX0250* NAVD 88     -        42.92   (+/-2cm)     140.8    (feet)  VERTCON   
 AX0250  ___________________________________________________________________
 AX0250  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AX0250
 AX0250  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0250
 AX0250.The horizontal coordinates were scaled from a topographic map and have
 AX0250.an estimated accuracy of +/- 6 seconds.
 AX0250
 AX0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0250.The vertical order pertains to the NGVD 29 superseded value.
 AX0250
 AX0250.The geoid height was determined by GEOID03.
 AX0250
 AX0250;                    North         East    Units  Estimated Accuracy
 AX0250;SPC TXSC     - 4,235,700.      876,690.      MT  (+/- 180 meters Scaled)
 AX0250
 AX0250                          SUPERSEDED SURVEY CONTROL
 AX0250
 AX0250  NGVD 29 (??/??/92)   42.902  (m)          140.75   (f) ADJ UNCH    2 0
 AX0250
 AX0250.Superseded values are not recommended for survey control.
 AX0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0250.See file dsdata.txt to determine how the superseded data were derived.
 AX0250
 AX0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU766144(NAD 83)
 AX0250_MARKER: DB = BENCH MARK DISK
 AX0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0250_STAMPING: L 1027 1954
 AX0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0250+STABILITY: SURFACE MOTION
 AX0250
 AX0250  HISTORY     - Date     Condition        Report By
 AX0250  HISTORY     - 1954     MONUMENTED       CGS
 AX0250  HISTORY     - 19991021 MARK NOT FOUND   USPSQD
 AX0250
 AX0250                          STATION DESCRIPTION
 AX0250
 AX0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0250'9.05 MI N FROM PETERS.
 AX0250'1.65 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AX0250'FROM THE STATION SIGN AT PETERS, THENCE 4.4 MILES NORTH ALONG A
 AX0250'GRAVELED ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.2
 AX0250'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.4 MILE EAST ALONG A
 AX0250'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 23 FEET
 AX0250'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, ON THE OUTSIDE OF A
 AX0250'CURVE IN THE ROAD, 8 FEET SOUTHEAST OF A POWER POLE, 2.7 FEET
 AX0250'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AX0250'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AX0250
 AX0250                          STATION RECOVERY (1999)
 AX0250
 AX0250'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0123 ***********************************************************************
 AW0123  DESIGNATION -  L 1028
 AW0123  PID         -  AW0123
 AW0123  STATE/COUNTY-  TX/WALLER
 AW0123  USGS QUAD   -  BROOKSHIRE (1980)
 AW0123
 AW0123                         *CURRENT SURVEY CONTROL
 AW0123  ___________________________________________________________________
 AW0123* NAD 83(1986)-  29 47 10.     (N)    095 57 28.     (W)     SCALED    
 AW0123* NAVD 88     -        49.25   (+/-2cm)     161.6    (feet)  VERTCON   
 AW0123  ___________________________________________________________________
 AW0123  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW0123  OBS GRAVITY -     979,271.9   (mgal)                       GRAV_OBS
 AW0123
 AW0123  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0123
 AW0123.The horizontal coordinates were scaled from a topographic map and have
 AW0123.an estimated accuracy of +/- 6 seconds.
 AW0123
 AW0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0123.The vertical order pertains to the NGVD 29 superseded value.
 AW0123
 AW0123.The geoid height was determined by GEOID03.
 AW0123.The observed gravity was obtained from relative gravimeter ties
 AW0123.to the IGSN71 gravity network.
 AW0123
 AW0123;                    North         East    Units  Estimated Accuracy
 AW0123;SPC TXSC     - 4,220,250.      894,100.      MT  (+/- 180 meters Scaled)
 AW0123
 AW0123                          SUPERSEDED SURVEY CONTROL
 AW0123
 AW0123  NGVD 29 (??/??/92)   49.233  (m)          161.53   (f) ADJ UNCH    1 1
 AW0123
 AW0123.Superseded values are not recommended for survey control.
 AW0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0123.See file dsdata.txt to determine how the superseded data were derived.
 AW0123
 AW0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN140987(NAD 83)
 AW0123_MARKER: DB = BENCH MARK DISK
 AW0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0123_STAMPING: L 1028 1954
 AW0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0123+STABILITY: SURFACE MOTION
 AW0123
 AW0123  HISTORY     - Date     Condition        Report By
 AW0123  HISTORY     - 1954     MONUMENTED       CGS
 AW0123  HISTORY     - 1973     GOOD             NGS
 AW0123  HISTORY     - 1976     GOOD             NGS
 AW0123  HISTORY     - 1978     GOOD             NGS
 AW0123  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0123  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0123
 AW0123                          STATION DESCRIPTION
 AW0123
 AW0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0123'0.25 MI W FROM BROOKSHIRE.
 AW0123'ABOUT 0.25 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0123'STATION AT BROOKSHIRE, ABOUT 96.6 FEET WEST OF THE CENTER LINE OF FARM
 AW0123'ROADS 362 AND 359, 32 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 AW0123'65 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 90, 1 FOOT SOUTH OF
 AW0123'A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF HWY. 90 AND 3 FEET
 AW0123'BELOW THE LEVEL OF THE TRACKS, AND IS A DISK SET IN THE TOP OF A
 AW0123'CONCRETE POST PROJECTING 0.3 FOOT.
 AW0123
 AW0123                          STATION RECOVERY (1976)
 AW0123
 AW0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0123'RECOVERED IN GOOD CONDITION.
 AW0123
 AW0123                          STATION RECOVERY (1978)
 AW0123
 AW0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0123'RECOVERED IN GOOD CONDITION.
 AW0123
 AW0123                          STATION RECOVERY (1986)
 AW0123
 AW0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0123'NOT RECOVERED.
 AW0123
 AW0123                          STATION RECOVERY (1990)
 AW0123
 AW0123'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0235 ***********************************************************************
 AX0235  DESIGNATION -  L 1029
 AX0235  PID         -  AX0235
 AX0235  STATE/COUNTY-  TX/AUSTIN
 AX0235  USGS QUAD   -  BELLVILLE (1981)
 AX0235
 AX0235                         *CURRENT SURVEY CONTROL
 AX0235  ___________________________________________________________________
 AX0235* NAD 83(1986)-  29 56 56.     (N)    096 15 09.     (W)     SCALED    
 AX0235* NAVD 88     -        80.07   (+/-2cm)     262.7    (feet)  VERTCON   
 AX0235  ___________________________________________________________________
 AX0235  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX0235
 AX0235  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0235
 AX0235.The horizontal coordinates were scaled from a topographic map and have
 AX0235.an estimated accuracy of +/- 6 seconds.
 AX0235
 AX0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0235.The vertical order pertains to the NGVD 29 superseded value.
 AX0235
 AX0235.The geoid height was determined by GEOID03.
 AX0235
 AX0235;                    North         East    Units  Estimated Accuracy
 AX0235;SPC TXSC     - 4,237,580.      865,190.      MT  (+/- 180 meters Scaled)
 AX0235
 AX0235                          SUPERSEDED SURVEY CONTROL
 AX0235
 AX0235  NGVD 29 (??/??/92)   80.048  (m)          262.62   (f) ADJ UNCH    2 0
 AX0235
 AX0235.Superseded values are not recommended for survey control.
 AX0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0235.See file dsdata.txt to determine how the superseded data were derived.
 AX0235
 AX0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU651162(NAD 83)
 AX0235_MARKER: DB = BENCH MARK DISK
 AX0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0235_STAMPING: L 1029 1954
 AX0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0235+STABILITY: SURFACE MOTION
 AX0235
 AX0235  HISTORY     - Date     Condition        Report By
 AX0235  HISTORY     - 1954     MONUMENTED       CGS
 AX0235  HISTORY     - 19991023 POOR             USPSQD
 AX0235  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 AX0235
 AX0235                          STATION DESCRIPTION
 AX0235
 AX0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 AX0235'IN BELLVILLE.
 AX0235'AT BELLVILLE, 275 FEET NORTH OF THE GULF, COLORADO AND SANTA FE
 AX0235'RAILROAD STATION, 44 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 61
 AX0235'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 159, 3 FEET SOUTH OF A
 AX0235'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 AX0235'FOOT ABOVE THE GROUND.
 AX0235
 AX0235                          STATION RECOVERY (1999)
 AX0235
 AX0235'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0235'MARK RECOVERED IN POOR CONDITION.
 AX0235
 AX0235                          STATION RECOVERY (2004)
 AX0235
 AX0235'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0013 ***********************************************************************
 BO0013  DESIGNATION -  L 103
 BO0013  PID         -  BO0013
 BO0013  STATE/COUNTY-  TX/SUTTON
 BO0013  USGS QUAD   -  FORT TERRETT RANCH (1987)
 BO0013
 BO0013                         *CURRENT SURVEY CONTROL
 BO0013  ___________________________________________________________________
 BO0013* NAD 83(1986)-  30 26 49.     (N)    100 13 18.     (W)     SCALED    
 BO0013* NAVD 88     -       649.234  (meters)    2130.03   (feet)  POSTED    
 BO0013  ___________________________________________________________________
 BO0013  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 BO0013  DYNAMIC HT  -         648.300 (meters)    2126.96  (feet)  COMP
 BO0013  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 BO0013
 BO0013  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BO0013
 BO0013.The horizontal coordinates were scaled from a topographic map and have
 BO0013.an estimated accuracy of +/- 6 seconds.
 BO0013
 BO0013.The orthometric height was determined by differential leveling
 BO0013.and adjusted by the National Geodetic Survey in 1992..
 BO0013.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BO0013.rate of 1.1 thru 2.0 mm/km.
 BO0013
 BO0013.The geoid height was determined by GEOID03.
 BO0013
 BO0013.The dynamic height is computed by dividing the NAVD 88
 BO0013.geopotential number by the normal gravity value computed on the
 BO0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0013.degrees latitude (g = 980.6199 gals.).
 BO0013
 BO0013.The modeled gravity was interpolated from observed gravity values.
 BO0013
 BO0013;                    North         East    Units  Estimated Accuracy
 BO0013;SPC TX C     - 3,086,500.      710,730.      MT  (+/- 180 meters Scaled)
 BO0013
 BO0013                          SUPERSEDED SURVEY CONTROL
 BO0013
 BO0013  NGVD 29 (??/??/92)  649.129  (m)         2129.68   (f) ADJ UNCH    1 2
 BO0013
 BO0013.Superseded values are not recommended for survey control.
 BO0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0013.See file dsdata.txt to determine how the superseded data were derived.
 BO0013
 BO0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU827689(NAD 83)
 BO0013_MARKER: DB = BENCH MARK DISK
 BO0013_SETTING: 66 = SET IN ROCK OUTCROP
 BO0013_SP_SET: ROCK
 BO0013_STAMPING: L 103 1932
 BO0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0013+STABILITY: POSITION/ELEVATION WELL
 BO0013
 BO0013  HISTORY     - Date     Condition        Report By
 BO0013  HISTORY     - 1932     MONUMENTED       CGS
 BO0013  HISTORY     - 1958     GOOD             NGS
 BO0013
 BO0013                          STATION DESCRIPTION
 BO0013
 BO0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0013'28.15 MI E FROM SONORA.
 BO0013'ABOUT 28.15 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION
 BO0013'OF 3RD STREET AND CROCKETT AVENUE AT SONORA, AT THE JUNCTION OF A
 BO0013'PRIVATE DIRT ROAD LEADING SOUTH-SOUTHWEST, IN THE TOP OF A SMALL
 BO0013'LIMESTONE ROCK AND SURROUNDED BY A CIRCLE OF LOOSE ROCK, 90 FEET SOUTH
 BO0013'OF THE CENTER LINE OF THE HIGHWAY, 33 FEET WEST OF THE CENTER LINE OF
 BO0013'THE DIRT ROAD, 4 FEET NORTHEAST OF A FENCE, ABOUT 2 FEET LOWER THAN
 BO0013'THE LEVEL OF THE HIGHWAY AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1537 ***********************************************************************
 BL1537  DESIGNATION -  L 1031 RESET 1955
 BL1537  PID         -  BL1537
 BL1537  STATE/COUNTY-  TX/WALLER
 BL1537  USGS QUAD   -  WALLER NW (1980)
 BL1537
 BL1537                         *CURRENT SURVEY CONTROL
 BL1537  ___________________________________________________________________
 BL1537* NAD 83(1986)-  30 09 48.     (N)    095 54 59.     (W)     SCALED    
 BL1537* NAVD 88     -        93.31   (+/-2cm)     306.1    (feet)  VERTCON   
 BL1537  ___________________________________________________________________
 BL1537  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BL1537
 BL1537  VERT ORDER  -  THIRD (See Below)
 BL1537
 BL1537.The horizontal coordinates were scaled from a topographic map and have
 BL1537.an estimated accuracy of +/- 6 seconds.
 BL1537
 BL1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1537.The vertical order pertains to the NGVD 29 superseded value.
 BL1537
 BL1537.The geoid height was determined by GEOID03.
 BL1537
 BL1537;                    North         East    Units  Estimated Accuracy
 BL1537;SPC TXSC     - 4,262,150.      896,990.      MT  (+/- 180 meters Scaled)
 BL1537
 BL1537                          SUPERSEDED SURVEY CONTROL
 BL1537
 BL1537  NGVD 29 (??/??/??)   93.30   (m)          306.1    (f) RESET       3  
 BL1537
 BL1537.Superseded values are not recommended for survey control.
 BL1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1537.See file dsdata.txt to determine how the superseded data were derived.
 BL1537
 BL1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP191404(NAD 83)
 BL1537_MARKER: DD = SURVEY DISK
 BL1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1537_STAMPING: L 1031 RESET 1955
 BL1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1537+STABILITY: SURFACE MOTION
 BL1537
 BL1537  HISTORY     - Date     Condition        Report By
 BL1537  HISTORY     - 1955     MONUMENTED       TXHD
 BL1537  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL1537  HISTORY     - 1987     GOOD             USPSQD
 BL1537  HISTORY     - 19990718 MARK NOT FOUND   USPSQD
 BL1537
 BL1537                          STATION DESCRIPTION
 BL1537
 BL1537'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 BL1537'8.6 MI N FROM WALLER.
 BL1537'0.4 MILE EAST ALONG AN OILED ROAD FROM THE TEXAS AND NEW ORLRAND
 BL1537'RAILROAD STATION AT WALLER, WALLER COUNTY, THENCE 4.8 MILES NORTH,
 BL1537'ALONG THE FIELDS STORE ROAD THENCE 0.4 MILE EAST ALONG MAYER ROAD, AND
 BL1537'THENCE 0.2 MILES NORTH, 0.2 MILE WEST, AND 0.8 MILE NORTH ALONG THE
 BL1537'FIELDS STORE ROAD, AT THE JUNCTION OF FARM TO MARKET HIGHWAY 1438,
 BL1537'FEET NORTH AND 85 FEET WEST OF THE CENTER OF THE JUNCTIN, 50 FEET
 BL1537'NORTH OF THE CENTER LINE OF THE HIGHWAY, AT THE RIGHT-OF-WAY FENCE,
 BL1537'AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST. A STANDARD DISK,
 BL1537'STAMPED L 1031 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST
 BL1537'PROJECTING 0.2 FOOT ABOVE GROUND.
 BL1537
 BL1537                          STATION RECOVERY (1960)
 BL1537
 BL1537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL1537'MARK NOT FOUND.
 BL1537
 BL1537                          STATION RECOVERY (1987)
 BL1537
 BL1537'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 BL1537'RECOVERED IN GOOD CONDITION.
 BL1537
 BL1537                          STATION RECOVERY (1999)
 BL1537
 BL1537'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0097 ***********************************************************************
 BM0097  DESIGNATION -  L 1032
 BM0097  PID         -  BM0097
 BM0097  STATE/COUNTY-  TX/WASHINGTON
 BM0097  USGS QUAD   -  BUCKHORN (1989)
 BM0097
 BM0097                         *CURRENT SURVEY CONTROL
 BM0097  ___________________________________________________________________
 BM0097* NAD 83(1986)-  30 07 24.     (N)    096 12 36.     (W)     SCALED    
 BM0097* NAVD 88     -        70.50   (+/-2cm)     231.3    (feet)  VERTCON   
 BM0097  ___________________________________________________________________
 BM0097  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BM0097
 BM0097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0097
 BM0097.The horizontal coordinates were scaled from a topographic map and have
 BM0097.an estimated accuracy of +/- 6 seconds.
 BM0097
 BM0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0097.The vertical order pertains to the NGVD 29 superseded value.
 BM0097
 BM0097.The geoid height was determined by GEOID03.
 BM0097
 BM0097;                    North         East    Units  Estimated Accuracy
 BM0097;SPC TX C     - 3,057,990.    1,097,260.      MT  (+/- 180 meters Scaled)
 BM0097
 BM0097                          SUPERSEDED SURVEY CONTROL
 BM0097
 BM0097  NGVD 29 (??/??/92)   70.480  (m)          231.23   (f) ADJ UNCH    2 0
 BM0097
 BM0097.Superseded values are not recommended for survey control.
 BM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0097.See file dsdata.txt to determine how the superseded data were derived.
 BM0097
 BM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU688357(NAD 83)
 BM0097_MARKER: DB = BENCH MARK DISK
 BM0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0097_SP_SET: CULVERT
 BM0097_STAMPING: L 1032 1954
 BM0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0097
 BM0097  HISTORY     - Date     Condition        Report By
 BM0097  HISTORY     - 1954     MONUMENTED       CGS
 BM0097  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0097
 BM0097                          STATION DESCRIPTION
 BM0097
 BM0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0097'2.95 MI SE FROM CHAPEL HILL.
 BM0097'2.95 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0097'STATION SIGN AT CHAPEL HILL, 0.55 MILE SOUTHEAST OF MILEPOST 9, 51
 BM0097'FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, 13.6 FEET SOUTH OF
 BM0097'THE SOUTH RAIL, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 BM0097'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A 36 INCH PIPE CULVERT.
 BM0097
 BM0097                          STATION RECOVERY (1994)
 BM0097
 BM0097'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1438 ***********************************************************************
 BL1438  DESIGNATION -  L 1033
 BL1438  PID         -  BL1438
 BL1438  STATE/COUNTY-  TX/GRIMES
 BL1438  USGS QUAD   -  PLANTERSVILLE (1962)
 BL1438
 BL1438                         *CURRENT SURVEY CONTROL
 BL1438  ___________________________________________________________________
 BL1438* NAD 83(1986)-  30 16 05.     (N)    095 50 25.     (W)     SCALED    
 BL1438* NAVD 88     -        96.34   (+/-2cm)     316.1    (feet)  VERTCON   
 BL1438  ___________________________________________________________________
 BL1438  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BL1438
 BL1438  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1438
 BL1438.The horizontal coordinates were scaled from a topographic map and have
 BL1438.an estimated accuracy of +/- 6 seconds.
 BL1438
 BL1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1438.The vertical order pertains to the NGVD 29 superseded value.
 BL1438
 BL1438.The geoid height was determined by GEOID03.
 BL1438
 BL1438;                    North         East    Units  Estimated Accuracy
 BL1438;SPC TX C     - 3,075,400.    1,132,220.      MT  (+/- 180 meters Scaled)
 BL1438
 BL1438                          SUPERSEDED SURVEY CONTROL
 BL1438
 BL1438  NGVD 29 (??/??/92)   96.323  (m)          316.02   (f) ADJ UNCH    2 0
 BL1438
 BL1438.Superseded values are not recommended for survey control.
 BL1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1438.See file dsdata.txt to determine how the superseded data were derived.
 BL1438
 BL1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP267519(NAD 83)
 BL1438_MARKER: DB = BENCH MARK DISK
 BL1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1438_STAMPING: L 1033 1954
 BL1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1438+STABILITY: SURFACE MOTION
 BL1438
 BL1438  HISTORY     - Date     Condition        Report By
 BL1438  HISTORY     - 1954     MONUMENTED       CGS
 BL1438  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1438  HISTORY     - 19991104 MARK NOT FOUND   USPSQD
 BL1438
 BL1438                          STATION DESCRIPTION
 BL1438
 BL1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1438'7.0 MI NW FROM MAGNOLIA.
 BL1438'7.0 MILES NORTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BL1438'RAILROAD FROM THE STATION AT MAGNOLIA, 147 FEET SOUTHWEST OF THE
 BL1438'STATION SIGN AT TODD, 129 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 BL1438'MAIN TRACK, 37 FEET NORTHWEST OF THE CENTER OF A STEEL CATTLE GUARD,
 BL1438'37 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 BL1438'SOUTHWEST, 1.2 FEET NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A
 BL1438'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 BL1438'FOOT ABOVE THE GROUND.  NOTE-- THE INTERNATIONAL-GREAT NORTHERN
 BL1438'RAILROAD IS NOW THE MISSOURI PACIFIC.
 BL1438
 BL1438                          STATION RECOVERY (1994)
 BL1438
 BL1438'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1438'MARK NOT FOUND.
 BL1438
 BL1438                          STATION RECOVERY (1999)
 BL1438
 BL1438'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0717 ***********************************************************************
 BM0717  DESIGNATION -  L 1034
 BM0717  PID         -  BM0717
 BM0717  STATE/COUNTY-  TX/WILLIAMSON
 BM0717  USGS QUAD   -  ROUND ROCK (1987)
 BM0717
 BM0717                         *CURRENT SURVEY CONTROL
 BM0717  ___________________________________________________________________
 BM0717* NAD 83(1986)-  30 37 22.     (N)    097 41 08.     (W)     SCALED    
 BM0717* NAVD 88     -       229.68   (+/-2cm)     753.5    (feet)  VERTCON   
 BM0717  ___________________________________________________________________
 BM0717  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 BM0717
 BM0717  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0717
 BM0717.The horizontal coordinates were scaled from a topographic map and have
 BM0717.an estimated accuracy of +/- 6 seconds.
 BM0717
 BM0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0717.The vertical order pertains to the NGVD 29 superseded value.
 BM0717
 BM0717.The geoid height was determined by GEOID03.
 BM0717
 BM0717;                    North         East    Units  Estimated Accuracy
 BM0717;SPC TX C     - 3,109,010.      953,820.      MT  (+/- 180 meters Scaled)
 BM0717
 BM0717                          SUPERSEDED SURVEY CONTROL
 BM0717
 BM0717  NGVD 29 (??/??/92)  229.591  (m)          753.25   (f) ADJ UNCH    2 0
 BM0717
 BM0717.Superseded values are not recommended for survey control.
 BM0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0717.See file dsdata.txt to determine how the superseded data were derived.
 BM0717
 BM0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU259885(NAD 83)
 BM0717_MARKER: DB = BENCH MARK DISK
 BM0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0717_STAMPING: L 1034 1954
 BM0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0717+STABILITY: SURFACE MOTION
 BM0717
 BM0717  HISTORY     - Date     Condition        Report By
 BM0717  HISTORY     - 1954     MONUMENTED       CGS
 BM0717  HISTORY     - 1975     MARK NOT FOUND   USGS
 BM0717  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0717
 BM0717                          STATION DESCRIPTION
 BM0717
 BM0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BM0717'0.9 MI S FROM GEORGETOWN.
 BM0717'0.9 MILE SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BM0717'FROM THE STATION AT GEORGETOWN, 57 FEET SOUTHWEST OF MILEPOST 9, 24
 BM0717'FEET WEST OF THE WEST RAIL, 16 FEET WEST OF THE CENTER LINE OF A
 BM0717'GRAVELED ROAD, 2.5 FEET EAST OF A FENCE, 2.6 FEET SOUTH OF A WITNESS
 BM0717'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 BM0717'THE GROUND.
 BM0717
 BM0717                          STATION RECOVERY (1975)
 BM0717
 BM0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BM0717'MARK NOT FOUND.
 BM0717
 BM0717                          STATION RECOVERY (1980)
 BM0717
 BM0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0717'SEARCHED FOR, NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0384 ***********************************************************************
 DN0384  DESIGNATION -  L 1035
 DN0384  PID         -  DN0384
 DN0384  STATE/COUNTY-  TX/COLLIN
 DN0384  USGS QUAD   -  MC KINNEY EAST (1973)
 DN0384
 DN0384                         *CURRENT SURVEY CONTROL
 DN0384  ___________________________________________________________________
 DN0384* NAD 83(1986)-  33 11 09.     (N)    096 37 00.     (W)     SCALED    
 DN0384* NAVD 88     -       187.959  (meters)     616.66   (feet)  ADJUSTED  
 DN0384  ___________________________________________________________________
 DN0384  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 DN0384  DYNAMIC HT  -         187.755 (meters)     615.99  (feet)  COMP
 DN0384  MODELED GRAV-     979,550.3   (mgal)                       NAVD 88
 DN0384
 DN0384  VERT ORDER  -  SECOND    CLASS 0
 DN0384
 DN0384.The horizontal coordinates were scaled from a topographic map and have
 DN0384.an estimated accuracy of +/- 6 seconds.
 DN0384
 DN0384.The orthometric height was determined by differential leveling
 DN0384.and adjusted by the National Geodetic Survey in June 1991..
 DN0384
 DN0384.The geoid height was determined by GEOID03.
 DN0384
 DN0384.The dynamic height is computed by dividing the NAVD 88
 DN0384.geopotential number by the normal gravity value computed on the
 DN0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0384.degrees latitude (g = 980.6199 gals.).
 DN0384
 DN0384.The modeled gravity was interpolated from observed gravity values.
 DN0384
 DN0384;                    North         East    Units  Estimated Accuracy
 DN0384;SPC TXNC     - 2,170,030.      775,600.      MT  (+/- 180 meters Scaled)
 DN0384
 DN0384                          SUPERSEDED SURVEY CONTROL
 DN0384
 DN0384  NGVD 29 (??/??/92)  187.974  (m)          616.71   (f) ADJ UNCH    2 0
 DN0384
 DN0384.Superseded values are not recommended for survey control.
 DN0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0384.See file dsdata.txt to determine how the superseded data were derived.
 DN0384
 DN0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB221744(NAD 83)
 DN0384_MARKER: DB = BENCH MARK DISK
 DN0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0384_STAMPING: L 1035 1954
 DN0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0384+STABILITY: SURFACE MOTION
 DN0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN0384+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 DN0384
 DN0384  HISTORY     - Date     Condition        Report By
 DN0384  HISTORY     - 1954     MONUMENTED       CGS
 DN0384  HISTORY     - 19910707 GOOD             USPSQD
 DN0384  HISTORY     - 20051031 GOOD             BOHAN
 DN0384
 DN0384                          STATION DESCRIPTION
 DN0384
 DN0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DN0384'0.9 MI S FROM MCKINNEY.
 DN0384'0.9 MILE SOUTH ALONG OLD U.S. HIGHWAY 75 FROM THE COURTHOUSE AT
 DN0384'MCKINNEY, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET
 DN0384'SOUTH OF THE CENTER LINE OF A CONCRETE WALK LEADING TO THE MCKINNEY
 DN0384'GRADE SCHOOL, 2 FEET EAST OF THE EAST EDGE OF THE CURB, SET IN THE TOP
 DN0384'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DN0384
 DN0384                          STATION RECOVERY (1991)
 DN0384
 DN0384'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCM)
 DN0384'RECOVERED IN GOOD CONDITION.
 DN0384
 DN0384                          STATION RECOVERY (2005)
 DN0384
 DN0384'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0247 ***********************************************************************
 BL0247  DESIGNATION -  L 1036
 BL0247  PID         -  BL0247
 BL0247  STATE/COUNTY-  TX/ORANGE
 BL0247  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0247
 BL0247                         *CURRENT SURVEY CONTROL
 BL0247  ___________________________________________________________________
 BL0247* NAD 83(1986)-  30 05 06.     (N)    094 05 37.     (W)     SCALED    
 BL0247* NAVD 88     -         4.79   (+/-2cm)      15.7    (feet)  VERTCON   
 BL0247  ___________________________________________________________________
 BL0247  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BL0247
 BL0247  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0247
 BL0247.The horizontal coordinates were scaled from a topographic map and have
 BL0247.an estimated accuracy of +/- 6 seconds.
 BL0247
 BL0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0247.The vertical order pertains to the NGVD 29 superseded value.
 BL0247
 BL0247.The geoid height was determined by GEOID03.
 BL0247
 BL0247;                    North         East    Units  Estimated Accuracy
 BL0247;SPC TX C     - 3,063,240.    1,301,220.      MT  (+/- 180 meters Scaled)
 BL0247
 BL0247                          SUPERSEDED SURVEY CONTROL
 BL0247
 BL0247  NGVD 29 (??/??/92)    4.785  (m)           15.70   (f) ADJ UNCH    1 2
 BL0247
 BL0247.Superseded values are not recommended for survey control.
 BL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0247.See file dsdata.txt to determine how the superseded data were derived.
 BL0247
 BL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP946287(NAD 83)
 BL0247_MARKER: DB = BENCH MARK DISK
 BL0247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0247_SP_SET: ABUTMENT
 BL0247_STAMPING: L 1036 1955
 BL0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0247
 BL0247  HISTORY     - Date     Condition        Report By
 BL0247  HISTORY     - 1955     MONUMENTED       CGS
 BL0247  HISTORY     - 1972     MARK NOT FOUND   NGS
 BL0247  HISTORY     - 19910817 MARK NOT FOUND   USPSQD
 BL0247  HISTORY     - 19930202 MARK NOT FOUND   USPSQD
 BL0247
 BL0247                          STATION DESCRIPTION
 BL0247
 BL0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BL0247'0.55 MI E FROM BEAUMONT.
 BL0247'0.55 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BL0247'STATION AT BEAUMONT, AT THE NORTHEAST END OF A BRIDGE OVER THE NECHES
 BL0247'RIVER, 2 1/2 POLES SOUTHWEST OF MILEPOST 278, 5 FEET SOUTHEAST OF THE
 BL0247'SOUTHEAST RAIL, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 BL0247'CONCRETE ABUTMENT OF THE BRIDGE.
 BL0247
 BL0247                          STATION RECOVERY (1972)
 BL0247
 BL0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BL0247'MARK NOT FOUND.
 BL0247
 BL0247                          STATION RECOVERY (1991)
 BL0247
 BL0247'RECOVERY NOTE BY US POWER SQUADRON 1991 (EJB)
 BL0247'MARK NOT FOUND.
 BL0247
 BL0247                          STATION RECOVERY (1993)
 BL0247
 BL0247'RECOVERY NOTE BY US POWER SQUADRON 1993 (EJB)
 BL0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1769 ***********************************************************************
 BK1769  DESIGNATION -  L 1037
 BK1769  PID         -  BK1769
 BK1769  STATE/COUNTY-  TX/ORANGE
 BK1769  USGS QUAD   -  TERRY (1974)
 BK1769
 BK1769                         *CURRENT SURVEY CONTROL
 BK1769  ___________________________________________________________________
 BK1769* NAD 83(1986)-  30 05 50.     (N)    093 52 46.     (W)     SCALED    
 BK1769* NAVD 88     -         4.303  (meters)      14.12   (feet)  ADJUSTED  
 BK1769  ___________________________________________________________________
 BK1769  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1769  DYNAMIC HT  -           4.297 (meters)      14.10  (feet)  COMP
 BK1769  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BK1769
 BK1769  VERT ORDER  -  FIRST     CLASS I
 BK1769
 BK1769.The horizontal coordinates were scaled from a topographic map and have
 BK1769.an estimated accuracy of +/- 6 seconds.
 BK1769
 BK1769.The orthometric height was determined by differential leveling
 BK1769.and adjusted by the National Geodetic Survey in June 1991..
 BK1769
 BK1769.The geoid height was determined by GEOID03.
 BK1769
 BK1769.The dynamic height is computed by dividing the NAVD 88
 BK1769.geopotential number by the normal gravity value computed on the
 BK1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1769.degrees latitude (g = 980.6199 gals.).
 BK1769
 BK1769.The modeled gravity was interpolated from observed gravity values.
 BK1769
 BK1769;                    North         East    Units  Estimated Accuracy
 BK1769;SPC TX C     - 3,065,770.    1,321,760.      MT  (+/- 180 meters Scaled)
 BK1769
 BK1769                          SUPERSEDED SURVEY CONTROL
 BK1769
 BK1769  NGVD 29 (??/??/??)    4.268  (m)           14.00   (f) ADJUSTED    1 1
 BK1769
 BK1769.Superseded values are not recommended for survey control.
 BK1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1769.See file dsdata.txt to determine how the superseded data were derived.
 BK1769
 BK1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP152298(NAD 83)
 BK1769_MARKER: DB = BENCH MARK DISK
 BK1769_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BK1769_SP_SET: SHALLOW-SET PIPE
 BK1769_STAMPING: L 1037 1955
 BK1769_MARK LOGO: CGS   
 BK1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BK1769
 BK1769  HISTORY     - Date     Condition        Report By
 BK1769  HISTORY     - 1955     MONUMENTED       CGS
 BK1769  HISTORY     - 1972     GOOD             NGS
 BK1769  HISTORY     - 1986     GOOD             NGS
 BK1769  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1769  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 BK1769
 BK1769                          STATION DESCRIPTION
 BK1769
 BK1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1769'8.35 MI W FROM ORANGE.
 BK1769'ABOUT 8.35 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1769'STATION AT ORANGE, 45.4 FEET SOUTH OF THE SOUTH RAIL, 32 FEET
 BK1769'SOUTHWEST OF MILE POST NO. 265, 7.5 FEET EAST OF A 14-INCH PINE TREE
 BK1769'BEARING A WITNESS SIGN, 1.4 FEET NORTH OF A FENCE LINE, ABOUT 4 1/2
 BK1769'FEET BELOW THE LEVEL OF THE RAILS, SET IN THE TOP OF A 4-INCH PIPE
 BK1769'FILLED WITH CONCRETE AND PROJECTING 4 INCHES.
 BK1769
 BK1769                          STATION RECOVERY (1986)
 BK1769
 BK1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1769'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 BK1769'THE MILEPOST HAS BEEN MOVED ACROSS TRACKS.
 BK1769
 BK1769                          STATION RECOVERY (2001)
 BK1769
 BK1769'RECOVERY NOTE BY US POWER SQUADRON 2001 (WRM)
 BK1769'MARK NOT FOUND.
 BK1769
 BK1769                          STATION RECOVERY (2004)
 BK1769
 BK1769'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMM)
 BK1769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0208 ***********************************************************************
 EO0208  DESIGNATION -  L 1038
 EO0208  PID         -  EO0208
 EO0208  STATE/COUNTY-  TX/PARMER
 EO0208  USGS QUAD   -  PARMERTON (1965)
 EO0208
 EO0208                         *CURRENT SURVEY CONTROL
 EO0208  ___________________________________________________________________
 EO0208* NAD 83(1986)-  34 35 19.     (N)    102 47 27.     (W)     SCALED    
 EO0208* NAVD 88     -      1266.445  (meters)    4154.99   (feet)  ADJUSTED  
 EO0208  ___________________________________________________________________
 EO0208  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 EO0208  DYNAMIC HT  -        1264.805 (meters)    4149.61  (feet)  COMP
 EO0208  MODELED GRAV-     979,296.0   (mgal)                       NAVD 88
 EO0208
 EO0208  VERT ORDER  -  FIRST     CLASS II
 EO0208
 EO0208.The horizontal coordinates were scaled from a topographic map and have
 EO0208.an estimated accuracy of +/- 6 seconds.
 EO0208
 EO0208.The orthometric height was determined by differential leveling
 EO0208.and adjusted by the National Geodetic Survey in June 1991..
 EO0208
 EO0208.The geoid height was determined by GEOID03.
 EO0208
 EO0208.The dynamic height is computed by dividing the NAVD 88
 EO0208.geopotential number by the normal gravity value computed on the
 EO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0208.degrees latitude (g = 980.6199 gals.).
 EO0208
 EO0208.The modeled gravity was interpolated from observed gravity values.
 EO0208
 EO0208;                    North         East    Units  Estimated Accuracy
 EO0208;SPC TX N     - 1,066,070.       81,580.      MT  (+/- 180 meters Scaled)
 EO0208
 EO0208                          SUPERSEDED SURVEY CONTROL
 EO0208
 EO0208  NGVD 29 (??/??/92) 1265.869  (m)         4153.11   (f) ADJ UNCH    1 2
 EO0208
 EO0208.Superseded values are not recommended for survey control.
 EO0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0208.See file dsdata.txt to determine how the superseded data were derived.
 EO0208
 EO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU026296(NAD 83)
 EO0208_MARKER: DB = BENCH MARK DISK
 EO0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0208_STAMPING: L 1038 1958
 EO0208_MARK LOGO: CGS   
 EO0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0208+STABILITY: SURFACE MOTION
 EO0208
 EO0208  HISTORY     - Date     Condition        Report By
 EO0208  HISTORY     - 1958     MONUMENTED       CGS
 EO0208  HISTORY     - 1984     GOOD             NGS
 EO0208
 EO0208                          STATION DESCRIPTION
 EO0208
 EO0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0208'5.15 MI SW FROM FRIONA.
 EO0208'ABOUT 5.15 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0208'FROM THE STATION AT FRIONA, 65 FEET SOUTHWEST OF MILE POST 627, ABOUT
 EO0208'100 YARDS WEST OF A FARMHOUSE, 38 FEET SOUTHEAST OF THE NEAR RAIL OF
 EO0208'THE MAIN TRACK, 40 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD,
 EO0208'12 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A METAL
 EO0208'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 1 FOOT
 EO0208'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 EO0208'PROJECTING 6 INCHES.  NOTE-- THIS MARK IS ABOUT 1.0 MILE NORTHEAST OF
 EO0208'B. M. J 1038.
 EO0208
 EO0208                          STATION RECOVERY (1984)
 EO0208
 EO0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0062 ***********************************************************************
 EO0062  DESIGNATION -  L 1039
 EO0062  PID         -  EO0062
 EO0062  STATE/COUNTY-  TX/DEAF SMITH
 EO0062  USGS QUAD   -  HEREFORD (1970)
 EO0062
 EO0062                         *CURRENT SURVEY CONTROL
 EO0062  ___________________________________________________________________
 EO0062* NAD 83(1986)-  34 45 09.     (N)    102 28 53.     (W)     SCALED    
 EO0062* NAVD 88     -      1198.010  (meters)    3930.47   (feet)  ADJUSTED  
 EO0062  ___________________________________________________________________
 EO0062  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 EO0062  DYNAMIC HT  -        1196.488 (meters)    3925.48  (feet)  COMP
 EO0062  MODELED GRAV-     979,323.3   (mgal)                       NAVD 88
 EO0062
 EO0062  VERT ORDER  -  FIRST     CLASS II
 EO0062
 EO0062.The horizontal coordinates were scaled from a topographic map and have
 EO0062.an estimated accuracy of +/- 6 seconds.
 EO0062
 EO0062.The orthometric height was determined by differential leveling
 EO0062.and adjusted by the National Geodetic Survey in June 1991..
 EO0062
 EO0062.The geoid height was determined by GEOID03.
 EO0062
 EO0062.The dynamic height is computed by dividing the NAVD 88
 EO0062.geopotential number by the normal gravity value computed on the
 EO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0062.degrees latitude (g = 980.6199 gals.).
 EO0062
 EO0062.The modeled gravity was interpolated from observed gravity values.
 EO0062
 EO0062;                    North         East    Units  Estimated Accuracy
 EO0062;SPC TX N     - 1,083,930.      110,150.      MT  (+/- 180 meters Scaled)
 EO0062
 EO0062                          SUPERSEDED SURVEY CONTROL
 EO0062
 EO0062  NGVD 29 (??/??/92) 1197.462  (m)         3928.67   (f) ADJ UNCH    1 2
 EO0062
 EO0062.Superseded values are not recommended for survey control.
 EO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0062.See file dsdata.txt to determine how the superseded data were derived.
 EO0062
 EO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU305484(NAD 83)
 EO0062_MARKER: DB = BENCH MARK DISK
 EO0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0062_STAMPING: L 1039 1958
 EO0062_MARK LOGO: CGS   
 EO0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0062+STABILITY: SURFACE MOTION
 EO0062
 EO0062  HISTORY     - Date     Condition        Report By
 EO0062  HISTORY     - 1958     MONUMENTED       CGS
 EO0062  HISTORY     - 1984     GOOD             NGS
 EO0062
 EO0062                          STATION DESCRIPTION
 EO0062
 EO0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0062'6.5 MI SW FROM HEREFORD.
 EO0062'ABOUT 6.5 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0062'FROM THE STATION AT HEREFORD, 23 FEET NORTHWEST OF MILE POST 606, 32
 EO0062'FEET NORTHWEST OF THE NEAR RAIL OF THE MAIN TRACK, 115 FEET SOUTHEAST
 EO0062'OF THE CENTER LINE OF U. S. HIGHWAY 60, 2 1/2 FEET NORTHEAST OF A
 EO0062'METAL WITNESS POST, ABOUT 2 FEET BELOW THE TRACK, ABOUT LEVEL WITH
 EO0062'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EO0062
 EO0062                          STATION RECOVERY (1984)
 EO0062
 EO0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0125 ***********************************************************************
 BO0125  DESIGNATION -  L 104
 BO0125  PID         -  BO0125
 BO0125  STATE/COUNTY-  TX/SUTTON
 BO0125  USGS QUAD   -  NOLEN DRAW (1982)
 BO0125
 BO0125                         *CURRENT SURVEY CONTROL
 BO0125  ___________________________________________________________________
 BO0125* NAD 83(1986)-  30 39 47.     (N)    100 54 10.     (W)     SCALED    
 BO0125* NAVD 88     -       675.865  (meters)    2217.40   (feet)  ADJUSTED  
 BO0125  ___________________________________________________________________
 BO0125  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 BO0125  DYNAMIC HT  -         674.879 (meters)    2214.17  (feet)  COMP
 BO0125  MODELED GRAV-     979,160.0   (mgal)                       NAVD 88
 BO0125
 BO0125  VERT ORDER  -  FIRST     CLASS II
 BO0125
 BO0125.The horizontal coordinates were scaled from a topographic map and have
 BO0125.an estimated accuracy of +/- 6 seconds.
 BO0125
 BO0125.The orthometric height was determined by differential leveling
 BO0125.and adjusted by the National Geodetic Survey in June 1991..
 BO0125
 BO0125.The geoid height was determined by GEOID03.
 BO0125
 BO0125.The dynamic height is computed by dividing the NAVD 88
 BO0125.geopotential number by the normal gravity value computed on the
 BO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0125.degrees latitude (g = 980.6199 gals.).
 BO0125
 BO0125.The modeled gravity was interpolated from observed gravity values.
 BO0125
 BO0125;                    North         East    Units  Estimated Accuracy
 BO0125;SPC TX C     - 3,110,600.      645,430.      MT  (+/- 180 meters Scaled)
 BO0125
 BO0125                          SUPERSEDED SURVEY CONTROL
 BO0125
 BO0125  NGVD 29 (??/??/92)  675.673  (m)         2216.77   (f) ADJ UNCH    1 2
 BO0125
 BO0125.Superseded values are not recommended for survey control.
 BO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0125.See file dsdata.txt to determine how the superseded data were derived.
 BO0125
 BO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU176938(NAD 83)
 BO0125_MARKER: DB = BENCH MARK DISK
 BO0125_SETTING: 66 = SET IN ROCK OUTCROP
 BO0125_SP_SET: ROCK
 BO0125_STAMPING: L 104 1933 ELEV. 2216.770 FT
 BO0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0125+STABILITY: POSITION/ELEVATION WELL
 BO0125
 BO0125  HISTORY     - Date     Condition        Report By
 BO0125  HISTORY     - 1933     MONUMENTED       CGS
 BO0125  HISTORY     - 1958     GOOD             NGS
 BO0125
 BO0125                          STATION DESCRIPTION
 BO0125
 BO0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0125'17.3 MI W FROM SONORA.
 BO0125'ABOUT 17.3 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE INTERSECTION OF
 BO0125'3RD STREET AND CROCKETT AVENUE AT SONORA, IN THE TOP OF A LIMESTONE
 BO0125'ROCK AND SURROUNDED BY A CIRCLE OF ROCK, 91 FEET NORTH OF THE CENTER
 BO0125'LINE OF THE HIGHWAY, 39 FEET NORTH OF A FENCE LINE, 56 FEET SOUTH OF A
 BO0125'POWER POLE, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0015 ***********************************************************************
 EO0015  DESIGNATION -  L 1040
 EO0015  PID         -  EO0015
 EO0015  STATE/COUNTY-  TX/DEAF SMITH
 EO0015  USGS QUAD   -  DAWN (1984)
 EO0015
 EO0015                         *CURRENT SURVEY CONTROL
 EO0015  ___________________________________________________________________
 EO0015* NAD 83(1986)-  34 55 14.     (N)    102 10 30.     (W)     SCALED    
 EO0015* NAVD 88     -      1151.945  (meters)    3779.34   (feet)  ADJUSTED  
 EO0015  ___________________________________________________________________
 EO0015  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 EO0015  DYNAMIC HT  -        1150.520 (meters)    3774.66  (feet)  COMP
 EO0015  MODELED GRAV-     979,358.2   (mgal)                       NAVD 88
 EO0015
 EO0015  VERT ORDER  -  FIRST     CLASS II
 EO0015
 EO0015.The horizontal coordinates were scaled from a topographic map and have
 EO0015.an estimated accuracy of +/- 6 seconds.
 EO0015
 EO0015.The orthometric height was determined by differential leveling
 EO0015.and adjusted by the National Geodetic Survey in June 1991..
 EO0015
 EO0015.The geoid height was determined by GEOID03.
 EO0015
 EO0015.The dynamic height is computed by dividing the NAVD 88
 EO0015.geopotential number by the normal gravity value computed on the
 EO0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0015.degrees latitude (g = 980.6199 gals.).
 EO0015
 EO0015.The modeled gravity was interpolated from observed gravity values.
 EO0015
 EO0015;                    North         East    Units  Estimated Accuracy
 EO0015;SPC TX N     - 1,102,340.      138,330.      MT  (+/- 180 meters Scaled)
 EO0015
 EO0015                          SUPERSEDED SURVEY CONTROL
 EO0015
 EO0015  NGVD 29 (??/??/92) 1151.418  (m)         3777.61   (f) ADJ UNCH    1 2
 EO0015
 EO0015.Superseded values are not recommended for survey control.
 EO0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0015.See file dsdata.txt to determine how the superseded data were derived.
 EO0015
 EO0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU580678(NAD 83)
 EO0015_MARKER: DB = BENCH MARK DISK
 EO0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0015_STAMPING: L 1040 1958
 EO0015_MARK LOGO: CGS   
 EO0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0015+STABILITY: SURFACE MOTION
 EO0015
 EO0015  HISTORY     - Date     Condition        Report By
 EO0015  HISTORY     - 1958     MONUMENTED       CGS
 EO0015  HISTORY     - 1984     GOOD             NGS
 EO0015
 EO0015                          STATION DESCRIPTION
 EO0015
 EO0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0015'4.4 MI SW FROM UMBARGER.
 EO0015'ABOUT 4.4 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0015'FROM THE STATION AT UMBARGER, 111 FEET SOUTHEAST AND ACROSS THE TRACK
 EO0015'FROM MILE POST 585, ABOUT 0.5 MILE SOUTHWEST OF THE RANDALL-DEAF SMITH
 EO0015'COUNTY LINE, 98 FEET SOUTHEAST OF THE NEAR RAIL, 15 FEET SOUTHEAST OF
 EO0015'A TELEPHONE POLE, 2 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A
 EO0015'METAL WITNESS POST, ABOUT 2 FEET BELOW THE TRACK, AND IN THE TOP OF A
 EO0015'CONCRETE POST PROJECTING 6 INCHES.
 EO0015
 EO0015                          STATION RECOVERY (1984)
 EO0015
 EO0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0015'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  23.3 KM
 EO0015'(14.45 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0015'RAILROAD FROM THE STATION IN HEREFORD OR 23.6 KM (14.65 MI)
 EO0015'SOUTHWESTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 EO0015'STATION IN CANYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0239 ***********************************************************************
 DM0239  DESIGNATION -  L 1041
 DM0239  PID         -  DM0239
 DM0239  STATE/COUNTY-  TX/TITUS
 DM0239  USGS QUAD   -  CASON (1980)
 DM0239
 DM0239                         *CURRENT SURVEY CONTROL
 DM0239  ___________________________________________________________________
 DM0239* NAD 83(1986)-  33 01 14.     (N)    094 52 00.     (W)     SCALED    
 DM0239* NAVD 88     -        88.984  (meters)     291.94   (feet)  ADJUSTED  
 DM0239  ___________________________________________________________________
 DM0239  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0239  DYNAMIC HT  -          88.885 (meters)     291.62  (feet)  COMP
 DM0239  MODELED GRAV-     979,532.3   (mgal)                       NAVD 88
 DM0239
 DM0239  VERT ORDER  -  FIRST     CLASS II
 DM0239
 DM0239.The horizontal coordinates were scaled from a topographic map and have
 DM0239.an estimated accuracy of +/- 6 seconds.
 DM0239
 DM0239.The orthometric height was determined by differential leveling
 DM0239.and adjusted by the National Geodetic Survey in June 1991..
 DM0239
 DM0239.The geoid height was determined by GEOID03.
 DM0239
 DM0239.The dynamic height is computed by dividing the NAVD 88
 DM0239.geopotential number by the normal gravity value computed on the
 DM0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0239.degrees latitude (g = 980.6199 gals.).
 DM0239
 DM0239.The modeled gravity was interpolated from observed gravity values.
 DM0239
 DM0239;                    North         East    Units  Estimated Accuracy
 DM0239;SPC TXNC     - 2,156,000.      939,360.      MT  (+/- 180 meters Scaled)
 DM0239
 DM0239                          SUPERSEDED SURVEY CONTROL
 DM0239
 DM0239  NGVD 29 (??/??/92)   89.012  (m)          292.03   (f) ADJ UNCH    1 2
 DM0239
 DM0239.Superseded values are not recommended for survey control.
 DM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0239.See file dsdata.txt to determine how the superseded data were derived.
 DM0239
 DM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS256551(NAD 83)
 DM0239_MARKER: DB = BENCH MARK DISK
 DM0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0239_STAMPING: L 1041 1954
 DM0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0239+STABILITY: SURFACE MOTION
 DM0239
 DM0239  HISTORY     - Date     Condition        Report By
 DM0239  HISTORY     - 1954     MONUMENTED       CGS
 DM0239
 DM0239                          STATION DESCRIPTION
 DM0239
 DM0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DM0239'6.3 MI NE FROM PITTSBURG.
 DM0239'6.3 MILES NORTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 DM0239'STATION AT PITTSBURG, 1 1/2 POLES NORTHEAST OF THE EAST END OF A LONG
 DM0239'CURVE IN THE RAILROAD, 1/2 POLE SOUTHWEST OF MILEPOST T - 92, AT THE
 DM0239'SOUTHWEST END OF A CUT, 52 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3.4
 DM0239'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DM0239'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0222 ***********************************************************************
 CR0222  DESIGNATION -  L 1042
 CR0222  PID         -  CR0222
 CR0222  STATE/COUNTY-  TX/CASS
 CR0222  USGS QUAD   -  AVINGER (1962)
 CR0222
 CR0222                         *CURRENT SURVEY CONTROL
 CR0222  ___________________________________________________________________
 CR0222* NAD 83(1986)-  32 57 43.     (N)    094 34 58.     (W)     SCALED    
 CR0222* NAVD 88     -        82.293  (meters)     269.99   (feet)  ADJUSTED  
 CR0222  ___________________________________________________________________
 CR0222  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 CR0222  DYNAMIC HT  -          82.202 (meters)     269.69  (feet)  COMP
 CR0222  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 CR0222
 CR0222  VERT ORDER  -  FIRST     CLASS II
 CR0222
 CR0222.The horizontal coordinates were scaled from a topographic map and have
 CR0222.an estimated accuracy of +/- 6 seconds.
 CR0222
 CR0222.The orthometric height was determined by differential leveling
 CR0222.and adjusted by the National Geodetic Survey in June 1991..
 CR0222
 CR0222.The geoid height was determined by GEOID03.
 CR0222
 CR0222.The dynamic height is computed by dividing the NAVD 88
 CR0222.geopotential number by the normal gravity value computed on the
 CR0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0222.degrees latitude (g = 980.6199 gals.).
 CR0222
 CR0222.The modeled gravity was interpolated from observed gravity values.
 CR0222
 CR0222;                    North         East    Units  Estimated Accuracy
 CR0222;SPC TXNC     - 2,150,460.      966,100.      MT  (+/- 180 meters Scaled)
 CR0222
 CR0222                          SUPERSEDED SURVEY CONTROL
 CR0222
 CR0222  NGVD 29 (??/??/92)   82.339  (m)          270.14   (f) ADJ UNCH    1 2
 CR0222
 CR0222.Superseded values are not recommended for survey control.
 CR0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0222.See file dsdata.txt to determine how the superseded data were derived.
 CR0222
 CR0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS520481(NAD 83)
 CR0222_MARKER: DB = BENCH MARK DISK
 CR0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0222_STAMPING: L 1042 1954
 CR0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0222+STABILITY: SURFACE MOTION
 CR0222
 CR0222  HISTORY     - Date     Condition        Report By
 CR0222  HISTORY     - 1954     MONUMENTED       CGS
 CR0222
 CR0222                          STATION DESCRIPTION
 CR0222
 CR0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CR0222'4.2 MI SE FROM HUGHES SPRINGS.
 CR0222'4.2 MILES SOUTHEAST ALONG THE LOUISIANA AND ARKANSAS RAILROAD FROM THE
 CR0222'STATION AT HUGHES SPRINGS, 3 1/2 POLES NORTHWEST OF MILEPOST T - 72,
 CR0222'59 FEET NORTHEAST OF THE NORTHEAST RAIL, 47 FEET SOUTHWEST OF THE
 CR0222'CENTER LINE OF STATE HIGHWAY 49, 6 FEET NORTHEAST OF A 16 INCH OAK
 CR0222'TREE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CR0222'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, 1.1 MILES NORTHWEST OF
 CR0222'BENCH MARK M 1042.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0107 ***********************************************************************
 DO0107  DESIGNATION -  L 1043
 DO0107  PID         -  DO0107
 DO0107  STATE/COUNTY-  TX/WICHITA
 DO0107  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0107
 DO0107                         *CURRENT SURVEY CONTROL
 DO0107  ___________________________________________________________________
 DO0107* NAD 83(1986)-  33 58 38.     (N)    098 28 59.     (W)     SCALED    
 DO0107* NAVD 88     -       303.617  (meters)     996.12   (feet)  ADJUSTED  
 DO0107  ___________________________________________________________________
 DO0107  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DO0107  DYNAMIC HT  -         303.287 (meters)     995.03  (feet)  COMP
 DO0107  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 DO0107
 DO0107  VERT ORDER  -  SECOND    CLASS 0
 DO0107
 DO0107.This mark is at Sheppard Afb/wichita Falls Muni (SPS) Airport (SPS)
 DO0107
 DO0107.The horizontal coordinates were scaled from a topographic map and have
 DO0107.an estimated accuracy of +/- 6 seconds.
 DO0107
 DO0107.The orthometric height was determined by differential leveling
 DO0107.and adjusted by the National Geodetic Survey in June 1991..
 DO0107
 DO0107.The geoid height was determined by GEOID03.
 DO0107
 DO0107.The dynamic height is computed by dividing the NAVD 88
 DO0107.geopotential number by the normal gravity value computed on the
 DO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0107.degrees latitude (g = 980.6199 gals.).
 DO0107
 DO0107.The modeled gravity was interpolated from observed gravity values.
 DO0107
 DO0107;                    North         East    Units  Estimated Accuracy
 DO0107;SPC TXNC     - 2,256,230.      601,570.      MT  (+/- 180 meters Scaled)
 DO0107
 DO0107                          SUPERSEDED SURVEY CONTROL
 DO0107
 DO0107  NGVD 29 (??/??/92)  303.520  (m)          995.80   (f) ADJ UNCH    2 0
 DO0107
 DO0107.Superseded values are not recommended for survey control.
 DO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0107.See file dsdata.txt to determine how the superseded data were derived.
 DO0107
 DO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC477597(NAD 83)
 DO0107_MARKER: DB = BENCH MARK DISK
 DO0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0107_STAMPING: L 1043 1957
 DO0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0107+STABILITY: SURFACE MOTION
 DO0107
 DO0107  HISTORY     - Date     Condition        Report By
 DO0107  HISTORY     - 1957     MONUMENTED       CGS
 DO0107  HISTORY     - 1972     MARK NOT FOUND   USGS
 DO0107  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0107  HISTORY     - 20010525 MARK NOT FOUND   USPSQD
 DO0107
 DO0107                          STATION DESCRIPTION
 DO0107
 DO0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DO0107'5 MI N FROM WICHITA FALLS.
 DO0107'ABOUT 5 MILES NORTH OF WICHITA FALLS, AT SHEPPARD AIR FORCE BASE,
 DO0107'10937.5 FEET SOUTH SOUTHEAST OF THE NORTH NORTHWEST END OF A PROPOSED
 DO0107'RUNWAY, 1000 FEET EAST NORTHEAST OF THE CENTER LINE OF THE PROPOSED
 DO0107'RUNWAY, 70 FEET WEST SOUTHWEST OF THE BOUNDARY LINE OF THE AIR BASE,
 DO0107'AT STATION 109 + 37 5/, 2 FEET SOUTH SOUTHWEST OF A WITNESS POST, SET
 DO0107'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE--
 DO0107'CONSTRUCTION IN AREA.
 DO0107
 DO0107                          STATION RECOVERY (1972)
 DO0107
 DO0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DO0107'MARK NOT FOUND.
 DO0107
 DO0107                          STATION RECOVERY (1984)
 DO0107
 DO0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0107'MARK NOT FOUND.
 DO0107
 DO0107                          STATION RECOVERY (2001)
 DO0107
 DO0107'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0008 ***********************************************************************
 CT0008  DESIGNATION -  L 1048
 CT0008  PID         -  CT0008
 CT0008  STATE/COUNTY-  TX/PALO PINTO
 CT0008  USGS QUAD   -  BRAZOS EAST (1984)
 CT0008
 CT0008                         *CURRENT SURVEY CONTROL
 CT0008  ___________________________________________________________________
 CT0008* NAD 83(1986)-  32 42 01.     (N)    098 04 08.     (W)     SCALED    
 CT0008* NAVD 88     -       232.270  (meters)     762.04   (feet)  ADJUSTED  
 CT0008  ___________________________________________________________________
 CT0008  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CT0008  DYNAMIC HT  -         231.985 (meters)     761.10  (feet)  COMP
 CT0008  MODELED GRAV-     979,404.2   (mgal)                       NAVD 88
 CT0008
 CT0008  VERT ORDER  -  FIRST     CLASS II
 CT0008
 CT0008.The horizontal coordinates were scaled from a topographic map and have
 CT0008.an estimated accuracy of +/- 6 seconds.
 CT0008
 CT0008.The orthometric height was determined by differential leveling
 CT0008.and adjusted by the National Geodetic Survey in June 1991..
 CT0008
 CT0008.The geoid height was determined by GEOID03.
 CT0008
 CT0008.The dynamic height is computed by dividing the NAVD 88
 CT0008.geopotential number by the normal gravity value computed on the
 CT0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0008.degrees latitude (g = 980.6199 gals.).
 CT0008
 CT0008.The modeled gravity was interpolated from observed gravity values.
 CT0008
 CT0008;                    North         East    Units  Estimated Accuracy
 CT0008;SPC TXNC     - 2,114,700.      640,420.      MT  (+/- 180 meters Scaled)
 CT0008
 CT0008                          SUPERSEDED SURVEY CONTROL
 CT0008
 CT0008  NGVD 29 (??/??/92)  232.187  (m)          761.77   (f) ADJ UNCH    1 2
 CT0008
 CT0008.Superseded values are not recommended for survey control.
 CT0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0008.See file dsdata.txt to determine how the superseded data were derived.
 CT0008
 CT0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB872184(NAD 83)
 CT0008_MARKER: DB = BENCH MARK DISK
 CT0008_SETTING: 66 = SET IN ROCK OUTCROP
 CT0008_SP_SET: ROCK OUTCROP
 CT0008_STAMPING: L 1048 1955
 CT0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0008+STABILITY: POSITION/ELEVATION WELL
 CT0008
 CT0008  HISTORY     - Date     Condition        Report By
 CT0008  HISTORY     - 1955     MONUMENTED       CGS
 CT0008  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0008
 CT0008                          STATION DESCRIPTION
 CT0008
 CT0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0008'5.1 MI SW FROM MILLSAP.
 CT0008'5.1 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0008'STATION AT MILLSAP, 4 POLES SOUTH OF MILEPOST 296, 26 FEET EAST OF A
 CT0008'FENCE, 21.7 FEET SOUTH OF A TELEPHONE POLE, 21 FEET WEST OF THE WEST
 CT0008'RAIL, 2 FEET ABOVE THE GROUND, SET IN THE TOP OF A LARGE SANDSTONE
 CT0008'ROCK, 0.9 MILE NORTHEAST OF BENCH MARK M 1048.
 CT0008
 CT0008                          STATION RECOVERY (1983)
 CT0008
 CT0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0178 ***********************************************************************
 CT0178  DESIGNATION -  L 1049
 CT0178  PID         -  CT0178
 CT0178  STATE/COUNTY-  TX/EASTLAND
 CT0178  USGS QUAD   -  EASTLAND (1987)
 CT0178
 CT0178                         *CURRENT SURVEY CONTROL
 CT0178  ___________________________________________________________________
 CT0178* NAD 83(1986)-  32 24 26.     (N)    098 48 14.     (W)     SCALED    
 CT0178* NAVD 88     -       440.245  (meters)    1444.37   (feet)  ADJUSTED  
 CT0178  ___________________________________________________________________
 CT0178  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CT0178  DYNAMIC HT  -         439.682 (meters)    1442.52  (feet)  COMP
 CT0178  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 CT0178
 CT0178  VERT ORDER  -  FIRST     CLASS II
 CT0178
 CT0178.The horizontal coordinates were scaled from a topographic map and have
 CT0178.an estimated accuracy of +/- 6 seconds.
 CT0178
 CT0178.The orthometric height was determined by differential leveling
 CT0178.and adjusted by the National Geodetic Survey in June 1991..
 CT0178
 CT0178.The geoid height was determined by GEOID03.
 CT0178
 CT0178.The dynamic height is computed by dividing the NAVD 88
 CT0178.geopotential number by the normal gravity value computed on the
 CT0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0178.degrees latitude (g = 980.6199 gals.).
 CT0178
 CT0178.The modeled gravity was interpolated from observed gravity values.
 CT0178
 CT0178;                    North         East    Units  Estimated Accuracy
 CT0178;SPC TXNC     - 2,082,160.      571,410.      MT  (+/- 180 meters Scaled)
 CT0178
 CT0178                          SUPERSEDED SURVEY CONTROL
 CT0178
 CT0178  NGVD 29 (??/??/92)  440.108  (m)         1443.92   (f) ADJ UNCH    1 2
 CT0178
 CT0178.Superseded values are not recommended for survey control.
 CT0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0178.See file dsdata.txt to determine how the superseded data were derived.
 CT0178
 CT0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA184855(NAD 83)
 CT0178_MARKER: DB = BENCH MARK DISK
 CT0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0178_STAMPING: L 1049 1955
 CT0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0178+STABILITY: SURFACE MOTION
 CT0178
 CT0178  HISTORY     - Date     Condition        Report By
 CT0178  HISTORY     - 1955     MONUMENTED       CGS
 CT0178  HISTORY     - 20020316 GOOD             USPSQD
 CT0178
 CT0178                          STATION DESCRIPTION
 CT0178
 CT0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0178'0.9 MI E FROM EASTLAND.
 CT0178'0.9 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0178'EASTLAND, 2 POLES EAST OF MILEPOST 350, 44.5 FEET SOUTH OF THE SOUTH
 CT0178'RAIL, 14.2 FEET SOUTH OF A TELEPHONE POLE, 4.4 FEET SOUTHWEST OF A
 CT0178'FENCE CORNER, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 CT0178'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CT0178
 CT0178                          STATION RECOVERY (2002)
 CT0178
 CT0178'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0340 ***********************************************************************
 BO0340  DESIGNATION -  L 105
 BO0340  PID         -  BO0340
 BO0340  STATE/COUNTY-  TX/CROCKETT
 BO0340  USGS QUAD   -  FORT LANCASTER (1967)
 BO0340
 BO0340                         *CURRENT SURVEY CONTROL
 BO0340  ___________________________________________________________________
 BO0340* NAD 83(1986)-  30 41 33.     (N)    101 38 24.     (W)     SCALED    
 BO0340* NAVD 88     -       826.124  (meters)    2710.38   (feet)  ADJUSTED  
 BO0340  ___________________________________________________________________
 BO0340  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 BO0340  DYNAMIC HT  -         824.909 (meters)    2706.39  (feet)  COMP
 BO0340  MODELED GRAV-     979,142.8   (mgal)                       NAVD 88
 BO0340
 BO0340  VERT ORDER  -  FIRST     CLASS II
 BO0340
 BO0340.The horizontal coordinates were scaled from a topographic map and have
 BO0340.an estimated accuracy of +/- 6 seconds.
 BO0340
 BO0340.The orthometric height was determined by differential leveling
 BO0340.and adjusted by the National Geodetic Survey in June 1991..
 BO0340
 BO0340.The geoid height was determined by GEOID03.
 BO0340
 BO0340.The dynamic height is computed by dividing the NAVD 88
 BO0340.geopotential number by the normal gravity value computed on the
 BO0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0340.degrees latitude (g = 980.6199 gals.).
 BO0340
 BO0340.The modeled gravity was interpolated from observed gravity values.
 BO0340
 BO0340;                    North         East    Units  Estimated Accuracy
 BO0340;SPC TX C     - 3,114,450.      574,830.      MT  (+/- 180 meters Scaled)
 BO0340
 BO0340                          SUPERSEDED SURVEY CONTROL
 BO0340
 BO0340  NGVD 29 (??/??/92)  825.914  (m)         2709.69   (f) ADJ UNCH    1 2
 BO0340
 BO0340.Superseded values are not recommended for survey control.
 BO0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0340.See file dsdata.txt to determine how the superseded data were derived.
 BO0340
 BO0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU471984(NAD 83)
 BO0340_MARKER: DB = BENCH MARK DISK
 BO0340_SETTING: 66 = SET IN ROCK OUTCROP
 BO0340_SP_SET: OUTCROP
 BO0340_STAMPING: L 105 1933 2709.686
 BO0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0340+STABILITY: POSITION/ELEVATION WELL
 BO0340
 BO0340  HISTORY     - Date     Condition        Report By
 BO0340  HISTORY     - 1933     MONUMENTED       CGS
 BO0340  HISTORY     - 1958     GOOD             NGS
 BO0340
 BO0340                          STATION DESCRIPTION
 BO0340
 BO0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0340'13.5 MI E FROM SHEFFIELD.
 BO0340'ABOUT 13.5 MILES EAST ALONG U. S. HIGHWAY 290 FROM THE POST OFFICE AT
 BO0340'SHEFFIELD, IN THE TOP OF A SMALL ROCK OUTCROP SURROUNDED BY A CIRCLE
 BO0340'OF LOOSE ROCK , 89 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 BO0340'0.3 MILE NORTHWEST OF A WINDMILL, 38 FEET SOUTH OF A FENCE, AND ABOUT
 BO0340'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0037 ***********************************************************************
 CT0037  DESIGNATION -  L 1050
 CT0037  PID         -  CT0037
 CT0037  STATE/COUNTY-  TX/PALO PINTO
 CT0037  USGS QUAD   -  GORDON (1984)
 CT0037
 CT0037                         *CURRENT SURVEY CONTROL
 CT0037  ___________________________________________________________________
 CT0037* NAD 83(1986)-  32 32 54.     (N)    098 22 05.     (W)     SCALED    
 CT0037* NAVD 88     -       294.597  (meters)     966.52   (feet)  ADJUSTED  
 CT0037  ___________________________________________________________________
 CT0037  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CT0037  DYNAMIC HT  -         294.232 (meters)     965.33  (feet)  COMP
 CT0037  MODELED GRAV-     979,390.5   (mgal)                       NAVD 88
 CT0037
 CT0037  VERT ORDER  -  FIRST     CLASS II
 CT0037
 CT0037.The horizontal coordinates were scaled from a topographic map and have
 CT0037.an estimated accuracy of +/- 6 seconds.
 CT0037
 CT0037.The orthometric height was determined by differential leveling
 CT0037.and adjusted by the National Geodetic Survey in June 1991..
 CT0037
 CT0037.The geoid height was determined by GEOID03.
 CT0037
 CT0037.The dynamic height is computed by dividing the NAVD 88
 CT0037.geopotential number by the normal gravity value computed on the
 CT0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0037.degrees latitude (g = 980.6199 gals.).
 CT0037
 CT0037.The modeled gravity was interpolated from observed gravity values.
 CT0037
 CT0037;                    North         East    Units  Estimated Accuracy
 CT0037;SPC TXNC     - 2,097,780.      612,390.      MT  (+/- 180 meters Scaled)
 CT0037
 CT0037                          SUPERSEDED SURVEY CONTROL
 CT0037
 CT0037  NGVD 29 (??/??/92)  294.499  (m)          966.20   (f) ADJ UNCH    1 2
 CT0037
 CT0037.Superseded values are not recommended for survey control.
 CT0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0037.See file dsdata.txt to determine how the superseded data were derived.
 CT0037
 CT0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB593013(NAD 83)
 CT0037_MARKER: DB = BENCH MARK DISK
 CT0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0037_SP_SET: CULVERT
 CT0037_STAMPING: L 1050 1956
 CT0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0037
 CT0037  HISTORY     - Date     Condition        Report By
 CT0037  HISTORY     - 1956     MONUMENTED       CGS
 CT0037  HISTORY     - 19980822 GOOD             USPSQD
 CT0037  HISTORY     - 20040327 GOOD             USPSQD
 CT0037
 CT0037                          STATION DESCRIPTION
 CT0037
 CT0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0037'0.15 MI E FROM GORDON.
 CT0037'0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0037'AT GORDON, 11 1/2 RAILS EAST OF THE CENTER OF THE CROSSING OF FARM
 CT0037'ROAD 919, 64 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 193, 23.5
 CT0037'FEET SOUTH OF THE SOUTH RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET
 CT0037'IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT
 CT0037'UNDER THE RAILROAD.
 CT0037
 CT0037                          STATION RECOVERY (1998)
 CT0037
 CT0037'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0037'RECOVERED IN GOOD CONDITION.
 CT0037
 CT0037                          STATION RECOVERY (2004)
 CT0037
 CT0037'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 CT0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0259 ***********************************************************************
 CT0259  DESIGNATION -  L 1051
 CT0259  PID         -  CT0259
 CT0259  STATE/COUNTY-  TX/STEPHENS
 CT0259  USGS QUAD   -  STRAWN WEST (1967)
 CT0259
 CT0259                         *CURRENT SURVEY CONTROL
 CT0259  ___________________________________________________________________
 CT0259* NAD 83(1986)-  32 32 40.     (N)    098 37 13.     (W)     SCALED    
 CT0259* NAVD 88     -       363.632  (meters)    1193.02   (feet)  ADJUSTED  
 CT0259  ___________________________________________________________________
 CT0259  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CT0259  DYNAMIC HT  -         363.172 (meters)    1191.51  (feet)  COMP
 CT0259  MODELED GRAV-     979,365.7   (mgal)                       NAVD 88
 CT0259
 CT0259  VERT ORDER  -  FIRST     CLASS II
 CT0259
 CT0259.The horizontal coordinates were scaled from a topographic map and have
 CT0259.an estimated accuracy of +/- 6 seconds.
 CT0259
 CT0259.The orthometric height was determined by differential leveling
 CT0259.and adjusted by the National Geodetic Survey in June 1991..
 CT0259
 CT0259.The geoid height was determined by GEOID03.
 CT0259
 CT0259.The dynamic height is computed by dividing the NAVD 88
 CT0259.geopotential number by the normal gravity value computed on the
 CT0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0259.degrees latitude (g = 980.6199 gals.).
 CT0259
 CT0259.The modeled gravity was interpolated from observed gravity values.
 CT0259
 CT0259;                    North         East    Units  Estimated Accuracy
 CT0259;SPC TXNC     - 2,097,340.      588,700.      MT  (+/- 180 meters Scaled)
 CT0259
 CT0259                          SUPERSEDED SURVEY CONTROL
 CT0259
 CT0259  NGVD 29 (??/??/92)  363.509  (m)         1192.61   (f) ADJ UNCH    1 2
 CT0259
 CT0259.Superseded values are not recommended for survey control.
 CT0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0259.See file dsdata.txt to determine how the superseded data were derived.
 CT0259
 CT0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB356008(NAD 83)
 CT0259_MARKER: DB = BENCH MARK DISK
 CT0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CT0259_SP_SET: BRIDGE ABUTMENT
 CT0259_STAMPING: L 1051 1956
 CT0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0259
 CT0259  HISTORY     - Date     Condition        Report By
 CT0259  HISTORY     - 1956     MONUMENTED       CGS
 CT0259
 CT0259                          STATION DESCRIPTION
 CT0259
 CT0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0259'6.6 MI NE FROM RANGER.
 CT0259'6.6 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0259'STATION AT RANGER, 2.5 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF
 CT0259'THE NORTH END OF THE EAST ABUTMENT OF BRIDGE 334.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0414 ***********************************************************************
 CT0414  DESIGNATION -  L 1052
 CT0414  PID         -  CT0414
 CT0414  STATE/COUNTY-  TX/CALLAHAN
 CT0414  USGS QUAD   -  BAIRD (1966)
 CT0414
 CT0414                         *CURRENT SURVEY CONTROL
 CT0414  ___________________________________________________________________
 CT0414* NAD 83(1986)-  32 24 08.     (N)    099 25 19.     (W)     SCALED    
 CT0414* NAVD 88     -       563.967  (meters)    1850.28   (feet)  ADJUSTED  
 CT0414  ___________________________________________________________________
 CT0414  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CT0414  DYNAMIC HT  -         563.231 (meters)    1847.87  (feet)  COMP
 CT0414  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 CT0414
 CT0414  VERT ORDER  -  FIRST     CLASS II
 CT0414
 CT0414.The horizontal coordinates were scaled from a topographic map and have
 CT0414.an estimated accuracy of +/- 6 seconds.
 CT0414
 CT0414.The orthometric height was determined by differential leveling
 CT0414.and adjusted by the National Geodetic Survey in June 1991..
 CT0414.WARNING-Repeat measurements at this control monument indicate possible
 CT0414.vertical movement.
 CT0414
 CT0414.The geoid height was determined by GEOID03.
 CT0414
 CT0414.The dynamic height is computed by dividing the NAVD 88
 CT0414.geopotential number by the normal gravity value computed on the
 CT0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0414.degrees latitude (g = 980.6199 gals.).
 CT0414
 CT0414.The modeled gravity was interpolated from observed gravity values.
 CT0414
 CT0414;                    North         East    Units  Estimated Accuracy
 CT0414;SPC TXNC     - 2,081,950.      513,270.      MT  (+/- 180 meters Scaled)
 CT0414
 CT0414                          SUPERSEDED SURVEY CONTROL
 CT0414
 CT0414  NGVD 29 (??/??/92)  563.781  (m)         1849.67   (f) ADJ UNCH    1 2
 CT0414
 CT0414.Superseded values are not recommended for survey control.
 CT0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0414.See file dsdata.txt to determine how the superseded data were derived.
 CT0414
 CT0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA603850(NAD 83)
 CT0414_MARKER: DB = BENCH MARK DISK
 CT0414_SETTING: 80 = SET IN A BOULDER
 CT0414_SP_SET: BOULDER
 CT0414_STAMPING: L 1052 1956
 CT0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0414+STABILITY: SURFACE MOTION
 CT0414
 CT0414  HISTORY     - Date     Condition        Report By
 CT0414  HISTORY     - 1956     MONUMENTED       CGS
 CT0414  HISTORY     - 1961     GOOD             NGS
 CT0414  HISTORY     - 1983     MARK NOT FOUND   NGS
 CT0414  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 CT0414
 CT0414                          STATION DESCRIPTION
 CT0414
 CT0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0414'2.0 MI NW FROM BAIRD.
 CT0414'2.0 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CT0414'STATION AT BAIRD, 150 FEET EAST OF THE WEST END OF A CUT, 33.5 FEET
 CT0414'SOUTH OF THE SOUTH RAIL, 5.2 FEET EAST OF THE 6TH POLE EAST OF
 CT0414'MILEPOST 388, 3 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A
 CT0414'LARGE BOULDER.
 CT0414
 CT0414                          STATION RECOVERY (1961)
 CT0414
 CT0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CT0414'RECOVERED IN GOOD CONDITION.
 CT0414
 CT0414                          STATION RECOVERY (1983)
 CT0414
 CT0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0414'MARK NOT FOUND.
 CT0414
 CT0414                          STATION RECOVERY (2001)
 CT0414
 CT0414'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0382 ***********************************************************************
 CT0382  DESIGNATION -  L 1053
 CT0382  PID         -  CT0382
 CT0382  STATE/COUNTY-  TX/EASTLAND
 CT0382  USGS QUAD   -  BERNIE LAKE (1966)
 CT0382
 CT0382                         *CURRENT SURVEY CONTROL
 CT0382  ___________________________________________________________________
 CT0382* NAD 83(1986)-  32 23 13.     (N)    099 06 48.     (W)     SCALED    
 CT0382* NAVD 88     -       482.359  (meters)    1582.54   (feet)  ADJUSTED  
 CT0382  ___________________________________________________________________
 CT0382  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 CT0382  DYNAMIC HT  -         481.734 (meters)    1580.49  (feet)  COMP
 CT0382  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 CT0382
 CT0382  VERT ORDER  -  FIRST     CLASS II
 CT0382
 CT0382.The horizontal coordinates were scaled from a topographic map and have
 CT0382.an estimated accuracy of +/- 6 seconds.
 CT0382
 CT0382.The orthometric height was determined by differential leveling
 CT0382.and adjusted by the National Geodetic Survey in June 1991..
 CT0382.WARNING-Repeat measurements at this control monument indicate possible
 CT0382.vertical movement.
 CT0382
 CT0382.The geoid height was determined by GEOID03.
 CT0382
 CT0382.The dynamic height is computed by dividing the NAVD 88
 CT0382.geopotential number by the normal gravity value computed on the
 CT0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0382.degrees latitude (g = 980.6199 gals.).
 CT0382
 CT0382.The modeled gravity was interpolated from observed gravity values.
 CT0382
 CT0382;                    North         East    Units  Estimated Accuracy
 CT0382;SPC TXNC     - 2,080,040.      542,290.      MT  (+/- 180 meters Scaled)
 CT0382
 CT0382                          SUPERSEDED SURVEY CONTROL
 CT0382
 CT0382  NGVD 29 (??/??/92)  482.203  (m)         1582.03   (f) ADJ UNCH    1 2
 CT0382
 CT0382.Superseded values are not recommended for survey control.
 CT0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0382.See file dsdata.txt to determine how the superseded data were derived.
 CT0382
 CT0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA893833(NAD 83)
 CT0382_MARKER: DB = BENCH MARK DISK
 CT0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0382_SP_SET: CULVERT
 CT0382_STAMPING: L 1053 1956
 CT0382_MARK LOGO: CGS   
 CT0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0382
 CT0382  HISTORY     - Date     Condition        Report By
 CT0382  HISTORY     - 1955     MONUMENTED       CGS
 CT0382  HISTORY     - 1983     GOOD             NGS
 CT0382
 CT0382                          STATION DESCRIPTION
 CT0382
 CT0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CT0382'8.1 MI W FROM CISCO.
 CT0382'8.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CT0382'AT CISCO, 7 POLES EAST OF MILEPOST 369, 2 POLES EAST OF THE EASTLAND
 CT0382'AND CALLAHAN COUNTY LINE, 9.3 FEET NORTH OF THE NORTH RAIL, 1 FOOT
 CT0382'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE CENTER OF THE NORTH
 CT0382'HEADWALL OF A CONCRETE CULVERT.
 CT0382
 CT0382                          STATION RECOVERY (1983)
 CT0382
 CT0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CT0382'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.1 KM
 CT0382'(17.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS JUNCTION WITH
 CT0382'FARM ROAD 2461 IN RANGER, THENCE 2.2 KM (1.35 MI) NORTHWEST ALONG
 CT0382'CONRAD HILTON AVENUE, THENCE 13.1 KM (8.15 MI) WESTERLY ALONG THE
 CT0382'MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0565 ***********************************************************************
 CT0565  DESIGNATION -  L 1055
 CT0565  PID         -  CT0565
 CT0565  STATE/COUNTY-  TX/TAYLOR
 CT0565  USGS QUAD   -  MERKEL EAST (1984)
 CT0565
 CT0565                         *CURRENT SURVEY CONTROL
 CT0565  ___________________________________________________________________
 CT0565* NAD 83(1986)-  32 27 29.     (N)    099 53 40.     (W)     SCALED    
 CT0565* NAVD 88     -       551.040  (meters)    1807.87   (feet)  ADJUSTED  
 CT0565  ___________________________________________________________________
 CT0565  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CT0565  DYNAMIC HT  -         550.324 (meters)    1805.52  (feet)  COMP
 CT0565  MODELED GRAV-     979,322.8   (mgal)                       NAVD 88
 CT0565
 CT0565  VERT ORDER  -  FIRST     CLASS II
 CT0565
 CT0565.The horizontal coordinates were scaled from a topographic map and have
 CT0565.an estimated accuracy of +/- 6 seconds.
 CT0565
 CT0565.The orthometric height was determined by differential leveling
 CT0565.and adjusted by the National Geodetic Survey in June 1991..
 CT0565
 CT0565.The geoid height was determined by GEOID03.
 CT0565
 CT0565.The dynamic height is computed by dividing the NAVD 88
 CT0565.geopotential number by the normal gravity value computed on the
 CT0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0565.degrees latitude (g = 980.6199 gals.).
 CT0565
 CT0565.The modeled gravity was interpolated from observed gravity values.
 CT0565
 CT0565;                    North         East    Units  Estimated Accuracy
 CT0565;SPC TXNC     - 2,088,630.      468,910.      MT  (+/- 180 meters Scaled)
 CT0565
 CT0565                          SUPERSEDED SURVEY CONTROL
 CT0565
 CT0565  NGVD 29 (??/??/92)  550.868  (m)         1807.31   (f) ADJ UNCH    1 2
 CT0565
 CT0565.Superseded values are not recommended for survey control.
 CT0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0565.See file dsdata.txt to determine how the superseded data were derived.
 CT0565
 CT0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA159915(NAD 83)
 CT0565_MARKER: DB = BENCH MARK DISK
 CT0565_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CT0565_SP_SET: 25 FEET
 CT0565_STAMPING: L 1055 1956
 CT0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0565
 CT0565  HISTORY     - Date     Condition        Report By
 CT0565  HISTORY     - 1956     MONUMENTED       CGS
 CT0565  HISTORY     - 1982     MARK NOT FOUND   NGS
 CT0565  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CT0565  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CT0565
 CT0565                          STATION DESCRIPTION
 CT0565
 CT0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CT0565'1.5 MI W FROM TYE.
 CT0565'1.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE POST
 CT0565'OFFICE AT TYE, 32 FEET SOUTH OF THE SOUTH RAIL, 16 FEET NORTH OF A
 CT0565'FENCE, 26.4 FEET WEST OF THE 2ND POLE EAST OF MILEPOST 416, 3.3 FEET
 CT0565'NORTH OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH COPPER
 CT0565'COATED STEEL ROD WHICH IS DRIVEN 25 FEET IN THE GROUND, INCASED IN A 6
 CT0565'INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CT0565
 CT0565                          STATION RECOVERY (1982)
 CT0565
 CT0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0565'MARK NOT FOUND.
 CT0565
 CT0565                          STATION RECOVERY (1994)
 CT0565
 CT0565'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0565'MARK NOT FOUND.
 CT0565
 CT0565                          STATION RECOVERY (2001)
 CT0565
 CT0565'RECOVERY NOTE BY US POWER SQUADRON 2001 (JM)
 CT0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0089 ***********************************************************************
 CU0089  DESIGNATION -  L 1056
 CU0089  PID         -  CU0089
 CU0089  STATE/COUNTY-  TX/NOLAN
 CU0089  USGS QUAD   -  ESKOTA (1987)
 CU0089
 CU0089                         *CURRENT SURVEY CONTROL
 CU0089  ___________________________________________________________________
 CU0089* NAD 83(1986)-  32 30 43.     (N)    100 18 25.     (W)     SCALED    
 CU0089* NAVD 88     -       604.012  (meters)    1981.66   (feet)  POSTED    
 CU0089  ___________________________________________________________________
 CU0089  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CU0089  DYNAMIC HT  -         603.210 (meters)    1979.03  (feet)  COMP
 CU0089  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 CU0089
 CU0089  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0089
 CU0089.The horizontal coordinates were scaled from a topographic map and have
 CU0089.an estimated accuracy of +/- 6 seconds.
 CU0089
 CU0089.The orthometric height was determined by differential leveling
 CU0089.and adjusted by the National Geodetic Survey in 1992..
 CU0089.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0089.rate of 0.0 thru 1.0 mm/km.
 CU0089
 CU0089.The geoid height was determined by GEOID03.
 CU0089
 CU0089.The dynamic height is computed by dividing the NAVD 88
 CU0089.geopotential number by the normal gravity value computed on the
 CU0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0089.degrees latitude (g = 980.6199 gals.).
 CU0089
 CU0089.The modeled gravity was interpolated from observed gravity values.
 CU0089
 CU0089;                    North         East    Units  Estimated Accuracy
 CU0089;SPC TXNC     - 2,095,190.      430,230.      MT  (+/- 180 meters Scaled)
 CU0089
 CU0089                          SUPERSEDED SURVEY CONTROL
 CU0089
 CU0089  NGVD 29 (??/??/92)  603.808  (m)         1980.99   (f) ADJ UNCH    1 2
 CU0089
 CU0089.Superseded values are not recommended for survey control.
 CU0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0089.See file dsdata.txt to determine how the superseded data were derived.
 CU0089
 CU0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA772979(NAD 83)
 CU0089_MARKER: DB = BENCH MARK DISK
 CU0089_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CU0089_SP_SET: 35 FT.
 CU0089_STAMPING: L 1056 1956
 CU0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0089
 CU0089  HISTORY     - Date     Condition        Report By
 CU0089  HISTORY     - 1956     MONUMENTED       CGS
 CU0089  HISTORY     - 1969     MARK NOT FOUND   USGS
 CU0089
 CU0089                          STATION DESCRIPTION
 CU0089
 CU0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0089'6.8 MI NE FROM SWEETWATER.
 CU0089'6.8 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0089'STATION AT SWEETWATER, 5.7 FEET EAST OF THE 2ND POLE EAST OF MILEPOST
 CU0089'441, 27.4 FEET SOUTH OF THE SOUTH RAIL, 68.3 FEET NORTH OF THE NORTH
 CU0089'RAIL OF THE MAIN TRACK OF THE GULF, COLORADO AND SANTA FE RAILROAD,
 CU0089'2.5 FEET EAST OF A WITNESS POST, CLAMPED ON THE TOP OF A 1/2 INCH
 CU0089'COPPER COATED STEEL ROD WHICH IS DRIVEN 35 FEET IN THE GROUND, INCASED
 CU0089'IN A 4 INCH TILE PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CU0089
 CU0089                          STATION RECOVERY (1969)
 CU0089
 CU0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CU0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0277 ***********************************************************************
 CU0277  DESIGNATION -  L 1057
 CU0277  PID         -  CU0277
 CU0277  STATE/COUNTY-  TX/NOLAN
 CU0277  USGS QUAD   -  ROSCOE (1987)
 CU0277
 CU0277                         *CURRENT SURVEY CONTROL
 CU0277  ___________________________________________________________________
 CU0277* NAD 83(1986)-  32 26 41.     (N)    100 33 17.     (W)     SCALED    
 CU0277* NAVD 88     -       727.399  (meters)    2386.47   (feet)  ADJUSTED  
 CU0277  ___________________________________________________________________
 CU0277  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CU0277  DYNAMIC HT  -         726.421 (meters)    2383.27  (feet)  COMP
 CU0277  MODELED GRAV-     979,271.1   (mgal)                       NAVD 88
 CU0277
 CU0277  VERT ORDER  -  FIRST     CLASS II
 CU0277
 CU0277.The horizontal coordinates were scaled from a topographic map and have
 CU0277.an estimated accuracy of +/- 6 seconds.
 CU0277
 CU0277.The orthometric height was determined by differential leveling
 CU0277.and adjusted by the National Geodetic Survey in June 1991..
 CU0277
 CU0277.The geoid height was determined by GEOID03.
 CU0277
 CU0277.The dynamic height is computed by dividing the NAVD 88
 CU0277.geopotential number by the normal gravity value computed on the
 CU0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0277.degrees latitude (g = 980.6199 gals.).
 CU0277
 CU0277.The modeled gravity was interpolated from observed gravity values.
 CU0277
 CU0277;                    North         East    Units  Estimated Accuracy
 CU0277;SPC TXNC     - 2,088,170.      406,810.      MT  (+/- 180 meters Scaled)
 CU0277
 CU0277                          SUPERSEDED SURVEY CONTROL
 CU0277
 CU0277  NGVD 29 (??/??/92)  726.972  (m)         2385.07   (f) ADJ UNCH    1 2
 CU0277
 CU0277.Superseded values are not recommended for survey control.
 CU0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0277.See file dsdata.txt to determine how the superseded data were derived.
 CU0277
 CU0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA538907(NAD 83)
 CU0277_MARKER: DB = BENCH MARK DISK
 CU0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0277_STAMPING: L 1057 1956
 CU0277_MARK LOGO: CGS   
 CU0277_PROJECTION: PROJECTING 10 CENTIMETERS
 CU0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0277+STABILITY: SURFACE MOTION
 CU0277
 CU0277  HISTORY     - Date     Condition        Report By
 CU0277  HISTORY     - 1956     MONUMENTED       CGS
 CU0277  HISTORY     - 1982     GOOD             NGS
 CU0277  HISTORY     - 1982     GOOD             NGS
 CU0277
 CU0277                          STATION DESCRIPTION
 CU0277
 CU0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0277'1.1 MI W FROM ROSCOE.
 CU0277'1.1 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CU0277'AT ROSCOE, 2 POLES EAST OF MILEPOST 457, 58 FEET NORTHEAST OF THE
 CU0277'CENTER OF A ROAD CROSSING, 45 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 CU0277'TRACK, 20 FEET EAST OF A TELEPHONE POLE, 2 FEET EAST OF A WITNESS
 CU0277'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 CU0277'THE GROUND.
 CU0277
 CU0277                          STATION RECOVERY (1982)
 CU0277
 CU0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0277'1.6 KM (1.0 MI) SOUTHWESTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0277'FROM ITS JUNCTION WITH U. S. HIGHWAY 84 IN ROSCOE, TWO POLES EAST OF
 CU0277'MILEPOST 457, 17.7 METERS (58.1 FT) NORTHEAST OF THE CENTER OF THE
 CU0277'CROSSING OF A GRAVELED ROAD LEADING NORTH, 13.8 METERS (45.3 FT)
 CU0277'NORTH-NORTHWEST OF THE NEAR RAIL, 13.5 METERS (44.3 FT) EAST-NORTHEAST
 CU0277'OF THE CENTER OF THE ROAD, 6.5 METERS (21.3 FT) EAST-NORTHEAST OF
 CU0277'UTILITY POLE NUMBER 7 AND 2.5 METERS (8.2 FT) SOUTHEAST OF THE
 CU0277'SOUTHWEST CORNER OF A WHITE CONCRETE BLOCK BUILDING.
 CU0277'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 CU0277'THE MARK IS 0.6 M BELOW THE TRACKS.
 CU0277
 CU0277                          STATION RECOVERY (1982)
 CU0277
 CU0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0367 ***********************************************************************
 CC0367  DESIGNATION -  L 1058
 CC0367  PID         -  CC0367
 CC0367  STATE/COUNTY-  TX/REEVES
 CC0367  USGS QUAD   -  GOZAR (1970)
 CC0367
 CC0367                         *CURRENT SURVEY CONTROL
 CC0367  ___________________________________________________________________
 CC0367* NAD 83(1986)-  31 13 31.     (N)    103 54 47.     (W)     SCALED    
 CC0367* NAVD 88     -       984.868  (meters)    3231.19   (feet)  ADJUSTED  
 CC0367  ___________________________________________________________________
 CC0367  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CC0367  DYNAMIC HT  -         983.407 (meters)    3226.39  (feet)  COMP
 CC0367  MODELED GRAV-     979,123.9   (mgal)                       NAVD 88
 CC0367
 CC0367  VERT ORDER  -  FIRST     CLASS II
 CC0367
 CC0367.The horizontal coordinates were scaled from a topographic map and have
 CC0367.an estimated accuracy of +/- 6 seconds.
 CC0367
 CC0367.The orthometric height was determined by differential leveling
 CC0367.and adjusted by the National Geodetic Survey in June 1991..
 CC0367
 CC0367.The geoid height was determined by GEOID03.
 CC0367
 CC0367.The dynamic height is computed by dividing the NAVD 88
 CC0367.geopotential number by the normal gravity value computed on the
 CC0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0367.degrees latitude (g = 980.6199 gals.).
 CC0367
 CC0367.The modeled gravity was interpolated from observed gravity values.
 CC0367
 CC0367;                    North         East    Units  Estimated Accuracy
 CC0367;SPC TX C     - 3,178,270.      359,020.      MT  (+/- 180 meters Scaled)
 CC0367
 CC0367                          SUPERSEDED SURVEY CONTROL
 CC0367
 CC0367  NGVD 29 (??/??/92)  984.494  (m)         3229.96   (f) ADJ UNCH    1 2
 CC0367
 CC0367.Superseded values are not recommended for survey control.
 CC0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0367.See file dsdata.txt to determine how the superseded data were derived.
 CC0367
 CC0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ035550(NAD 83)
 CC0367_MARKER: DB = BENCH MARK DISK
 CC0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0367_STAMPING: L 1058 1956
 CC0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0367+STABILITY: SURFACE MOTION
 CC0367
 CC0367  HISTORY     - Date     Condition        Report By
 CC0367  HISTORY     - 1956     MONUMENTED       CGS
 CC0367
 CC0367                          STATION DESCRIPTION
 CC0367
 CC0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0367'1.0 MI NE FROM GOZAR.
 CC0367'1.0 MILE NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0367'STATION SIGN AT GOZAR, 18 1/2 POLES NORTHEAST OF MILEPOST 676, 45.7
 CC0367'FEET NORTHWEST OF THE NORTHWEST RAIL, 7.6 FEET NORTHWEST OF A
 CC0367'TELEPHONE POLE, 2 FEET SOUTHEAST OF A FENCE, 1.7 FEET NORTHEAST OF A
 CC0367'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CC0367'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0608 ***********************************************************************
 CU0608  DESIGNATION -  L 1059
 CU0608  PID         -  CU0608
 CU0608  STATE/COUNTY-  TX/HOWARD
 CU0608  USGS QUAD   -  NATURAL DAM LAKE (1966)
 CU0608
 CU0608                         *CURRENT SURVEY CONTROL
 CU0608  ___________________________________________________________________
 CU0608* NAD 83(1986)-  32 10 54.     (N)    101 38 34.     (W)     SCALED    
 CU0608* NAVD 88     -       753.977  (meters)    2473.67   (feet)  ADJUSTED  
 CU0608  ___________________________________________________________________
 CU0608  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 CU0608  DYNAMIC HT  -         752.940 (meters)    2470.27  (feet)  COMP
 CU0608  MODELED GRAV-     979,240.0   (mgal)                       NAVD 88
 CU0608
 CU0608  VERT ORDER  -  FIRST     CLASS II
 CU0608
 CU0608.The horizontal coordinates were scaled from a topographic map and have
 CU0608.an estimated accuracy of +/- 6 seconds.
 CU0608
 CU0608.The orthometric height was determined by differential leveling
 CU0608.and adjusted by the National Geodetic Survey in June 1991..
 CU0608
 CU0608.The geoid height was determined by GEOID03.
 CU0608
 CU0608.The dynamic height is computed by dividing the NAVD 88
 CU0608.geopotential number by the normal gravity value computed on the
 CU0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0608.degrees latitude (g = 980.6199 gals.).
 CU0608
 CU0608.The modeled gravity was interpolated from observed gravity values.
 CU0608
 CU0608;                    North         East    Units  Estimated Accuracy
 CU0608;SPC TXNC     - 2,061,540.      303,660.      MT  (+/- 180 meters Scaled)
 CU0608
 CU0608                          SUPERSEDED SURVEY CONTROL
 CU0608
 CU0608  NGVD 29 (??/??/92)  753.690  (m)         2472.73   (f) ADJ UNCH    1 2
 CU0608
 CU0608.Superseded values are not recommended for survey control.
 CU0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0608.See file dsdata.txt to determine how the superseded data were derived.
 CU0608
 CU0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA508636(NAD 83)
 CU0608_MARKER: DB = BENCH MARK DISK
 CU0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0608_STAMPING: L 1059 1956
 CU0608_MARK LOGO: CGS   
 CU0608_PROJECTION: PROJECTING 10 CENTIMETERS
 CU0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0608+STABILITY: SURFACE MOTION
 CU0608
 CU0608  HISTORY     - Date     Condition        Report By
 CU0608  HISTORY     - 1956     MONUMENTED       CGS
 CU0608  HISTORY     - 1982     GOOD             NGS
 CU0608
 CU0608                          STATION DESCRIPTION
 CU0608
 CU0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0608'9.1 MI NE FROM STANTON.
 CU0608'9.1 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0608'STATION AT STANTON, 3 1/2 POLES NORTHEAST OF MILEPOST 525, 0.6 MILE
 CU0608'SOUTHWEST OF THE STATION SIGN AT MORITA, 63 YARDS SOUTHEAST OF THE
 CU0608'CENTER LINE OF THE SOUTHEAST LANE OF U.S. HIGHWAY 80, 39.5 FEET
 CU0608'NORTHWEST OF THE NORTHWEST RAIL, 8 FEET NORTHEAST OF A TELEPHONE POLE,
 CU0608'IN LINE WITH A ROW OF TELEPHONE POLES, 2.6 FEET SOUTHWEST OF A FENCE,
 CU0608'2.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CU0608'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CU0608
 CU0608                          STATION RECOVERY (1982)
 CU0608
 CU0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0608'18.0 KM (11.2 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0608'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, AT THE JUNCTION WITH THE
 CU0608'TEXAS AND PACIFIC RAILROAD, 78.9 METERS (258.9 FT) SOUTH-SOUTHEAST OF
 CU0608'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 11.9 METERS
 CU0608'(39.0 FT) NORTHWEST OF THE NEAR RAIL AND 2.4 METERS (7.9 FT) NORTHEAST
 CU0608'OF UTILITY POLE NUMBER 3220.
 CU0608'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CU0608'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0477 ***********************************************************************
 BY0477  DESIGNATION -  L 106
 BY0477  PID         -  BY0477
 BY0477  STATE/COUNTY-  TX/NACOGDOCHES
 BY0477  USGS QUAD   -  BROADDUS (1984)
 BY0477
 BY0477                         *CURRENT SURVEY CONTROL
 BY0477  ___________________________________________________________________
 BY0477* NAD 83(1986)-  31 18 37.     (N)    094 20 33.     (W)     SCALED    
 BY0477* NAVD 88     -        53.51   (+/-2cm)     175.6    (feet)  VERTCON   
 BY0477  ___________________________________________________________________
 BY0477  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0477
 BY0477  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0477
 BY0477.The horizontal coordinates were scaled from a topographic map and have
 BY0477.an estimated accuracy of +/- 6 seconds.
 BY0477
 BY0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0477.The vertical order pertains to the NGVD 29 superseded value.
 BY0477
 BY0477.The geoid height was determined by GEOID03.
 BY0477
 BY0477;                    North         East    Units  Estimated Accuracy
 BY0477;SPC TX C     - 3,197,560.    1,269,950.      MT  (+/- 180 meters Scaled)
 BY0477
 BY0477                          SUPERSEDED SURVEY CONTROL
 BY0477
 BY0477  NGVD 29 (??/??/92)   53.540  (m)          175.66   (f) ADJ UNCH    2 0
 BY0477
 BY0477.Superseded values are not recommended for survey control.
 BY0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0477.See file dsdata.txt to determine how the superseded data were derived.
 BY0477
 BY0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ722647(NAD 83)
 BY0477_MARKER: DD = SURVEY DISK
 BY0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0477_STAMPING: L 106
 BY0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0477+STABILITY: SURFACE MOTION
 BY0477
 BY0477  HISTORY     - Date     Condition        Report By
 BY0477  HISTORY     - UNK      MONUMENTED       DOD
 BY0477  HISTORY     - 1949     GOOD             NGS
 BY0477
 BY0477                          STATION DESCRIPTION
 BY0477
 BY0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0477'8.6 MI SE FROM ETOILE.
 BY0477'8.6 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0477'ETOILE, 170.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN
 BY0477'BRIDGE OVER A SMALL CREEK, 29.0 FEET SOUTH OF THE CENTER LINE OF THE
 BY0477'ROAD, 90.0 FEET WEST OF THE CENTER LINE OF A WOODS ROAD LEADING SOUTH,
 BY0477'4.0 FEET WEST OF A 10-INCH PINE WITH A TRIANGULAR BLAZE ON THE NORTH
 BY0477'SIDE OF THE TREE, 1.2 FEET NORTH OF A REFERENCE POST, AND SET IN THE
 BY0477'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0012 ***********************************************************************
 BP0012  DESIGNATION -  L 106
 BP0012  PID         -  BP0012
 BP0012  STATE/COUNTY-  TX/PECOS
 BP0012  USGS QUAD   -  BAKERSFIELD (1969)
 BP0012
 BP0012                         *CURRENT SURVEY CONTROL
 BP0012  ___________________________________________________________________
 BP0012* NAD 83(1986)-  30 53 27.     (N)    102 17 16.     (W)     SCALED    
 BP0012* NAVD 88     -       771.218  (meters)    2530.24   (feet)  ADJUSTED  
 BP0012  ___________________________________________________________________
 BP0012  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 BP0012  DYNAMIC HT  -         770.096 (meters)    2526.56  (feet)  COMP
 BP0012  MODELED GRAV-     979,159.6   (mgal)                       NAVD 88
 BP0012
 BP0012  VERT ORDER  -  FIRST     CLASS II
 BP0012
 BP0012.The horizontal coordinates were scaled from a topographic map and have
 BP0012.an estimated accuracy of +/- 6 seconds.
 BP0012
 BP0012.The orthometric height was determined by differential leveling
 BP0012.and adjusted by the National Geodetic Survey in June 1991..
 BP0012
 BP0012.The geoid height was determined by GEOID03.
 BP0012
 BP0012.The dynamic height is computed by dividing the NAVD 88
 BP0012.geopotential number by the normal gravity value computed on the
 BP0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0012.degrees latitude (g = 980.6199 gals.).
 BP0012
 BP0012.The modeled gravity was interpolated from observed gravity values.
 BP0012
 BP0012;                    North         East    Units  Estimated Accuracy
 BP0012;SPC TX C     - 3,137,350.      513,160.      MT  (+/- 180 meters Scaled)
 BP0012
 BP0012                          SUPERSEDED SURVEY CONTROL
 BP0012
 BP0012  NGVD 29 (??/??/92)  770.955  (m)         2529.37   (f) ADJ UNCH    1 2
 BP0012
 BP0012.Superseded values are not recommended for survey control.
 BP0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0012.See file dsdata.txt to determine how the superseded data were derived.
 BP0012
 BP0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ592206(NAD 83)
 BP0012_MARKER: DB = BENCH MARK DISK
 BP0012_SETTING: 66 = SET IN ROCK OUTCROP
 BP0012_SP_SET: ROCK OUTCROP
 BP0012_STAMPING: L 106 1933 2529.375
 BP0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0012+STABILITY: POSITION/ELEVATION WELL
 BP0012
 BP0012  HISTORY     - Date     Condition        Report By
 BP0012  HISTORY     - 1933     MONUMENTED       CGS
 BP0012  HISTORY     - 1958     GOOD             NGS
 BP0012  HISTORY     - 1973     GOOD             LOCENG
 BP0012
 BP0012                          STATION DESCRIPTION
 BP0012
 BP0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0012'34.85 MI W FROM SHEFFIELD.
 BP0012'ABOUT 34.85 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BP0012'SHEFFIELD, IN THE TOP OF A FLAT ROCK OUTCROP FLUSH WITH THE GROUND,
 BP0012'101 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.4 MILE EAST
 BP0012'OF A HUMBLE SERVICE STATION AT BAKERSFIELD, ABOUT 0.35 MILE EAST OF A
 BP0012'JUNCTION WITH FARM ROAD NUMBER 11 LEADING NORTH, 149 FEET NORTH OF A
 BP0012'POWER POLE, ABOUT 144 YARDS EAST OF THE EAST END OF A CONCRETE BRIDGE,
 BP0012'262 FEET WEST-SOUTHWEST OF THE WEST END OF A CONCRETE FOUNDATION OF AN
 BP0012'OIL WELL PUMP, AND ABOUT 6 FEET ABOVE THE HIGHWAY.
 BP0012
 BP0012                          STATION RECOVERY (1973)
 BP0012
 BP0012'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 BP0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0546 ***********************************************************************
 CU0546  DESIGNATION -  L 1060
 CU0546  PID         -  CU0546
 CU0546  STATE/COUNTY-  TX/MITCHELL
 CU0546  USGS QUAD   -  WESTBROOK (1978)
 CU0546
 CU0546                         *CURRENT SURVEY CONTROL
 CU0546  ___________________________________________________________________
 CU0546* NAD 83(1986)-  32 20 21.     (N)    101 05 29.     (W)     SCALED    
 CU0546* NAVD 88     -       674.108  (meters)    2211.64   (feet)  ADJUSTED  
 CU0546  ___________________________________________________________________
 CU0546  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CU0546  DYNAMIC HT  -         673.202 (meters)    2208.66  (feet)  COMP
 CU0546  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 CU0546
 CU0546  VERT ORDER  -  FIRST     CLASS II
 CU0546
 CU0546.The horizontal coordinates were scaled from a topographic map and have
 CU0546.an estimated accuracy of +/- 6 seconds.
 CU0546
 CU0546.The orthometric height was determined by differential leveling
 CU0546.and adjusted by the National Geodetic Survey in June 1991..
 CU0546.WARNING-Repeat measurements at this control monument indicate possible
 CU0546.vertical movement.
 CU0546
 CU0546.The geoid height was determined by GEOID03.
 CU0546
 CU0546.The dynamic height is computed by dividing the NAVD 88
 CU0546.geopotential number by the normal gravity value computed on the
 CU0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0546.degrees latitude (g = 980.6199 gals.).
 CU0546
 CU0546.The modeled gravity was interpolated from observed gravity values.
 CU0546
 CU0546;                    North         East    Units  Estimated Accuracy
 CU0546;SPC TXNC     - 2,077,580.      356,070.      MT  (+/- 180 meters Scaled)
 CU0546
 CU0546                          SUPERSEDED SURVEY CONTROL
 CU0546
 CU0546  NGVD 29 (??/??/92)  673.810  (m)         2210.66   (f) ADJ UNCH    1 2
 CU0546
 CU0546.Superseded values are not recommended for survey control.
 CU0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0546.See file dsdata.txt to determine how the superseded data were derived.
 CU0546
 CU0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA031799(NAD 83)
 CU0546_MARKER: DB = BENCH MARK DISK
 CU0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0546_SP_SET: CULVERT
 CU0546_STAMPING: L 1060 1956
 CU0546_MARK LOGO: CGS   
 CU0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0546
 CU0546  HISTORY     - Date     Condition        Report By
 CU0546  HISTORY     - 1956     MONUMENTED       CGS
 CU0546  HISTORY     - 1982     GOOD             NGS
 CU0546
 CU0546                          STATION DESCRIPTION
 CU0546
 CU0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CU0546'4.9 MI SW FROM WESTBROOK.
 CU0546'4.9 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0546'SECTION FOREMANS HOUSE AT WESTBROOK, 4 POLES NORTHEAST OF MILEPOST
 CU0546'490, 79 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANE OF
 CU0546'U.S. HIGHWAY 80, 9.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 FEET
 CU0546'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE
 CU0546'NORTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD.
 CU0546
 CU0546                          STATION RECOVERY (1982)
 CU0546
 CU0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0546'23.8 KM (14.8 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0546'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, 0.2 KM (0.1 MI)
 CU0546'NORTHEAST OF RAILROAD MILEPOST 490, IN THE EAST END OF THE NORTH
 CU0546'HEADWALL OF A 6 BY 6 FT CONCRETE BOX CULVERT UNDER THE TEXAS AND
 CU0546'PACIFIC RAILROAD, 39.3 METERS (128.9 FT) SOUTH OF THE CENTERLINE OF
 CU0546'THE EAST BOUND LANES OF THE HIGHWAY AND 2.8 METERS (9.2 FT)
 CU0546'NORTH-NORTHWEST OF THE NEAR RAIL.
 CU0546'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0060 ***********************************************************************
 CC0060  DESIGNATION -  L 1062
 CC0060  PID         -  CC0060
 CC0060  STATE/COUNTY-  TX/ECTOR
 CC0060  USGS QUAD   -  ODESSA SW (1981)
 CC0060
 CC0060                         *CURRENT SURVEY CONTROL
 CC0060  ___________________________________________________________________
 CC0060* NAD 83(1986)-  31 48 06.     (N)    102 26 55.     (W)     SCALED    
 CC0060* NAVD 88     -       903.683  (meters)    2964.83   (feet)  ADJUSTED  
 CC0060  ___________________________________________________________________
 CC0060  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CC0060  DYNAMIC HT  -         902.406 (meters)    2960.64  (feet)  COMP
 CC0060  MODELED GRAV-     979,195.6   (mgal)                       NAVD 88
 CC0060
 CC0060  VERT ORDER  -  FIRST     CLASS II
 CC0060
 CC0060.The horizontal coordinates were scaled from a topographic map and have
 CC0060.an estimated accuracy of +/- 6 seconds.
 CC0060
 CC0060.The orthometric height was determined by differential leveling
 CC0060.and adjusted by the National Geodetic Survey in June 1991..
 CC0060
 CC0060.The geoid height was determined by GEOID03.
 CC0060
 CC0060.The dynamic height is computed by dividing the NAVD 88
 CC0060.geopotential number by the normal gravity value computed on the
 CC0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0060.degrees latitude (g = 980.6199 gals.).
 CC0060
 CC0060.The modeled gravity was interpolated from observed gravity values.
 CC0060
 CC0060;                    North         East    Units  Estimated Accuracy
 CC0060;SPC TX C     - 3,238,590.      499,710.      MT  (+/- 180 meters Scaled)
 CC0060
 CC0060                          SUPERSEDED SURVEY CONTROL
 CC0060
 CC0060  NGVD 29 (??/??/92)  903.295  (m)         2963.56   (f) ADJ UNCH    1 2
 CC0060
 CC0060.Superseded values are not recommended for survey control.
 CC0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0060.See file dsdata.txt to determine how the superseded data were derived.
 CC0060
 CC0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR415212(NAD 83)
 CC0060_MARKER: DB = BENCH MARK DISK
 CC0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0060_STAMPING: L 1062 1956
 CC0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0060+STABILITY: SURFACE MOTION
 CC0060
 CC0060  HISTORY     - Date     Condition        Report By
 CC0060  HISTORY     - 1956     MONUMENTED       CGS
 CC0060  HISTORY     - 1982     MARK NOT FOUND   NGS
 CC0060
 CC0060                          STATION DESCRIPTION
 CC0060
 CC0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0060'5.6 MI SW FROM ODESSA.
 CC0060'5.6 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0060'STATION AT ODESSA, 67.5 FEET SOUTHWEST OF THE 2ND POLE SOUTHWEST OF
 CC0060'MILEPOST 579, 15 POLES SOUTHWEST OF THE STATION SIGN AT ARCADE, 40.5
 CC0060'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 61 FEET WEST
 CC0060'OF THE CENTER OF A ROAD CROSSING, 2.9 FEET SOUTHWEST OF A WITNESS
 CC0060'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CC0060'THE GROUND.
 CC0060
 CC0060                          STATION RECOVERY (1982)
 CC0060
 CC0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0446 ***********************************************************************
 CC0446  DESIGNATION -  L 1063
 CC0446  PID         -  CC0446
 CC0446  STATE/COUNTY-  TX/REEVES
 CC0446  USGS QUAD   -  WORSHAM (1971)
 CC0446
 CC0446                         *CURRENT SURVEY CONTROL
 CC0446  ___________________________________________________________________
 CC0446* NAD 83(1986)-  31 21 43.     (N)    103 31 43.     (W)     SCALED    
 CC0446* NAVD 88     -       801.631  (meters)    2630.02   (feet)  POSTED    
 CC0446  ___________________________________________________________________
 CC0446  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CC0446  DYNAMIC HT  -         800.460 (meters)    2626.18  (feet)  COMP
 CC0446  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 CC0446
 CC0446  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CC0446
 CC0446.The horizontal coordinates were scaled from a topographic map and have
 CC0446.an estimated accuracy of +/- 6 seconds.
 CC0446
 CC0446.The orthometric height was determined by differential leveling
 CC0446.and adjusted by the National Geodetic Survey in 1992..
 CC0446.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CC0446.rate of 0.0 thru 1.0 mm/km.
 CC0446
 CC0446.The geoid height was determined by GEOID03.
 CC0446
 CC0446.The dynamic height is computed by dividing the NAVD 88
 CC0446.geopotential number by the normal gravity value computed on the
 CC0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0446.degrees latitude (g = 980.6199 gals.).
 CC0446
 CC0446.The modeled gravity was interpolated from observed gravity values.
 CC0446
 CC0446;                    North         East    Units  Estimated Accuracy
 CC0446;SPC TX C     - 3,192,300.      396,070.      MT  (+/- 180 meters Scaled)
 CC0446
 CC0446                          SUPERSEDED SURVEY CONTROL
 CC0446
 CC0446  NGVD 29 (??/??/92)  801.519  (m)         2629.65   (f) ADJ UNCH    1 2
 CC0446
 CC0446.Superseded values are not recommended for survey control.
 CC0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0446.See file dsdata.txt to determine how the superseded data were derived.
 CC0446
 CC0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ399706(NAD 83)
 CC0446_MARKER: DB = BENCH MARK DISK
 CC0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0446_STAMPING: L 1063 1956
 CC0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0446+STABILITY: SURFACE MOTION
 CC0446
 CC0446  HISTORY     - Date     Condition        Report By
 CC0446  HISTORY     - 1956     MONUMENTED       CGS
 CC0446
 CC0446                          STATION DESCRIPTION
 CC0446
 CC0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0446'5.3 MI S FROM PECOS.
 CC0446'1.6 MILES WEST ALONG WEST FOURTH STREET FROM THE POST OFFICE AT PECOS,
 CC0446'THENCE 3.7 MILES SOUTH ALONG STATE HIGHWAY 17, AT THE WORSHAM AIRPORT,
 CC0446'95 FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST RUNWAY, 165 FEET
 CC0446'EAST OF THE CENTER LINE OF THE NORTH AND SOUTH RUNWAY, 78 YARDS EAST
 CC0446'OF THE NORTHEAST CORNER OF THE MAIN HANGAR, 23.1 FEET EAST OF A FENCE
 CC0446'CORNER, 2 FEET NORTH OF A FENCE, 2.8 FEET WEST OF A WITNESS POST, SET
 CC0446'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CC0446'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0230 ***********************************************************************
 CC0230  DESIGNATION -  L 1064
 CC0230  PID         -  CC0230
 CC0230  STATE/COUNTY-  TX/WARD
 CC0230  USGS QUAD   -  MONAHANS (1981)
 CC0230
 CC0230                         *CURRENT SURVEY CONTROL
 CC0230  ___________________________________________________________________
 CC0230* NAD 83(1986)-  31 34 58.     (N)    102 54 22.     (W)     SCALED    
 CC0230* NAVD 88     -       794.519  (meters)    2606.68   (feet)  ADJUSTED  
 CC0230  ___________________________________________________________________
 CC0230  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CC0230  DYNAMIC HT  -         793.414 (meters)    2603.06  (feet)  COMP
 CC0230  MODELED GRAV-     979,223.2   (mgal)                       NAVD 88
 CC0230
 CC0230  VERT ORDER  -  FIRST     CLASS II
 CC0230
 CC0230.This mark is at Roy Hurd Mem (E01) Airport (E01)
 CC0230
 CC0230.The horizontal coordinates were scaled from a topographic map and have
 CC0230.an estimated accuracy of +/- 6 seconds.
 CC0230
 CC0230.The orthometric height was determined by differential leveling
 CC0230.and adjusted by the National Geodetic Survey in June 1991..
 CC0230.WARNING-Repeat measurements at this control monument indicate possible
 CC0230.vertical movement.
 CC0230
 CC0230.The geoid height was determined by GEOID03.
 CC0230
 CC0230.The dynamic height is computed by dividing the NAVD 88
 CC0230.geopotential number by the normal gravity value computed on the
 CC0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0230.degrees latitude (g = 980.6199 gals.).
 CC0230
 CC0230.The modeled gravity was interpolated from observed gravity values.
 CC0230
 CC0230;                    North         East    Units  Estimated Accuracy
 CC0230;SPC TX C     - 3,215,240.      455,830.      MT  (+/- 180 meters Scaled)
 CC0230
 CC0230                          SUPERSEDED SURVEY CONTROL
 CC0230
 CC0230  NGVD 29 (??/??/92)  794.180  (m)         2605.57   (f) ADJ UNCH    1 2
 CC0230
 CC0230.Superseded values are not recommended for survey control.
 CC0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0230.See file dsdata.txt to determine how the superseded data were derived.
 CC0230
 CC0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ986960(NAD 83)
 CC0230_MARKER: DB = BENCH MARK DISK
 CC0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0230_SP_SET: CONCRETE BASE
 CC0230_STAMPING: L 1064 1956
 CC0230_MARK LOGO: CGS   
 CC0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0230
 CC0230  HISTORY     - Date     Condition        Report By
 CC0230  HISTORY     - 1956     MONUMENTED       CGS
 CC0230  HISTORY     - 1981     GOOD             NGS
 CC0230
 CC0230                          STATION DESCRIPTION
 CC0230
 CC0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0230'1.4 MI SW FROM MONAHANS.
 CC0230'0.9 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CC0230'MONAHANS, THENCE 0.5 MILE SOUTH ALONG AN OILED ROAD, 137 FEET
 CC0230'NORTHEAST OF THE NORTH CORNER OF THE ADMINISTRATION BUILDING AT THE
 CC0230'HURD MEMORIAL AIRPORT, FLUSH WITH THE GROUND, SET IN THE TOP OF THE
 CC0230'NORTH CORNER OF THE CONCRETE BASE OF THE BEACON TOWER.
 CC0230
 CC0230                          STATION RECOVERY (1981)
 CC0230
 CC0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0230'IN MONAHANS, AT THE HURD MEMORIAL AIRPORT, AT THE WEST END OF WEST
 CC0230'TENTH STREET, IN TOP OF THE NORTHEAST CORNER OF THE FOUNDATION OF
 CC0230'THE AIRPORT BEACON, 41.8 METERS (137.0 FT) NORTHEAST OF THE NORTHEAST
 CC0230'CORNER OF THE AIRPORT OFFICE, AND 0.1 METER (0.4 FT) NORTHEAST OF
 CC0230'THE NORTHEAST LEG OF THE BEACON TOWER.
 CC0230'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0323 ***********************************************************************
 CC0323  DESIGNATION -  L 1065
 CC0323  PID         -  CC0323
 CC0323  STATE/COUNTY-  TX/WARD
 CC0323  USGS QUAD   -  QUITO DRAW (1981)
 CC0323
 CC0323                         *CURRENT SURVEY CONTROL
 CC0323  ___________________________________________________________________
 CC0323* NAD 83(1986)-  31 27 50.     (N)    103 22 14.     (W)     SCALED    
 CC0323* NAVD 88     -       786.308  (meters)    2579.75   (feet)  ADJUSTED  
 CC0323  ___________________________________________________________________
 CC0323  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CC0323  DYNAMIC HT  -         785.165 (meters)    2576.00  (feet)  COMP
 CC0323  MODELED GRAV-     979,160.8   (mgal)                       NAVD 88
 CC0323
 CC0323  VERT ORDER  -  FIRST     CLASS II
 CC0323
 CC0323.The horizontal coordinates were scaled from a topographic map and have
 CC0323.an estimated accuracy of +/- 6 seconds.
 CC0323
 CC0323.The orthometric height was determined by differential leveling
 CC0323.and adjusted by the National Geodetic Survey in June 1991..
 CC0323.WARNING-Repeat measurements at this control monument indicate possible
 CC0323.vertical movement.
 CC0323
 CC0323.The geoid height was determined by GEOID03.
 CC0323
 CC0323.The dynamic height is computed by dividing the NAVD 88
 CC0323.geopotential number by the normal gravity value computed on the
 CC0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0323.degrees latitude (g = 980.6199 gals.).
 CC0323
 CC0323.The modeled gravity was interpolated from observed gravity values.
 CC0323
 CC0323;                    North         East    Units  Estimated Accuracy
 CC0323;SPC TX C     - 3,203,170.      411,410.      MT  (+/- 180 meters Scaled)
 CC0323
 CC0323                          SUPERSEDED SURVEY CONTROL
 CC0323
 CC0323  NGVD 29 (??/??/92)  785.976  (m)         2578.66   (f) ADJ UNCH    1 2
 CC0323
 CC0323.Superseded values are not recommended for survey control.
 CC0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0323.See file dsdata.txt to determine how the superseded data were derived.
 CC0323
 CC0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ548821(NAD 83)
 CC0323_MARKER: DB = BENCH MARK DISK
 CC0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CC0323_SP_SET: ABUTMENT
 CC0323_STAMPING: L 1065 1956
 CC0323_MARK LOGO: CGS   
 CC0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0323
 CC0323  HISTORY     - Date     Condition        Report By
 CC0323  HISTORY     - 1956     MONUMENTED       CGS
 CC0323  HISTORY     - 1981     GOOD             NGS
 CC0323
 CC0323                          STATION DESCRIPTION
 CC0323
 CC0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0323'1.4 MI NE FROM BARSTOW.
 CC0323'1.4 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0323'STATION AT BARSTOW, 94 FEET NORTHEAST OF MILEPOST 639, 18 FEET
 CC0323'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTHWEST, 4.6
 CC0323'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT BELOW THE TOP OF THE
 CC0323'RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 CC0323'ABUTMENT OF A BRIDGE OVER AN IRRIGATION DITCH.
 CC0323
 CC0323                          STATION RECOVERY (1981)
 CC0323
 CC0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0323'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 CC0323'INTERSTATE HIGHWAY 20 IN PECOS, THENCE 14.6 KM (90.5 MI) NORTHEAST
 CC0323'ALONG THE MISSOURI PACIFIC RAILROAD, 0.2 KM (0.15 MI) NORTHEAST OF
 CC0323'MILE POST 639, AT A DIRT ROAD CROSSING IN TOP OF AND 0.5 METER
 CC0323'(1.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF
 CC0323'A RAILROAD BRIDGE OVER AN IRRIGATION DITCH, 1.4 METERS (4.7 FT)
 CC0323'SOUTH-SOUTHEAST OF THE NEAR RAIL.
 CC0323'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0349 ***********************************************************************
 CC0349  DESIGNATION -  L 1066
 CC0349  PID         -  CC0349
 CC0349  STATE/COUNTY-  TX/REEVES
 CC0349  USGS QUAD   -  HERMOSA SW (1970)
 CC0349
 CC0349                         *CURRENT SURVEY CONTROL
 CC0349  ___________________________________________________________________
 CC0349* NAD 83(1986)-  31 21 20.     (N)    103 42 15.     (W)     SCALED    
 CC0349* NAVD 88     -       853.377  (meters)    2799.79   (feet)  ADJUSTED  
 CC0349  ___________________________________________________________________
 CC0349  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CC0349  DYNAMIC HT  -         852.117 (meters)    2795.65  (feet)  COMP
 CC0349  MODELED GRAV-     979,135.8   (mgal)                       NAVD 88
 CC0349
 CC0349  VERT ORDER  -  FIRST     CLASS II
 CC0349
 CC0349.The horizontal coordinates were scaled from a topographic map and have
 CC0349.an estimated accuracy of +/- 6 seconds.
 CC0349
 CC0349.The orthometric height was determined by differential leveling
 CC0349.and adjusted by the National Geodetic Survey in June 1991..
 CC0349
 CC0349.The geoid height was determined by GEOID03.
 CC0349
 CC0349.The dynamic height is computed by dividing the NAVD 88
 CC0349.geopotential number by the normal gravity value computed on the
 CC0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0349.degrees latitude (g = 980.6199 gals.).
 CC0349
 CC0349.The modeled gravity was interpolated from observed gravity values.
 CC0349
 CC0349;                    North         East    Units  Estimated Accuracy
 CC0349;SPC TX C     - 3,192,080.      379,350.      MT  (+/- 180 meters Scaled)
 CC0349
 CC0349                          SUPERSEDED SURVEY CONTROL
 CC0349
 CC0349  NGVD 29 (??/??/92)  853.032  (m)         2798.66   (f) ADJ UNCH    1 2
 CC0349
 CC0349.Superseded values are not recommended for survey control.
 CC0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0349.See file dsdata.txt to determine how the superseded data were derived.
 CC0349
 CC0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ232697(NAD 83)
 CC0349_MARKER: DB = BENCH MARK DISK
 CC0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0349_STAMPING: L 1066 1956
 CC0349_PROJECTION: PROJECTING 10 CENTIMETERS
 CC0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0349+STABILITY: SURFACE MOTION
 CC0349
 CC0349  HISTORY     - Date     Condition        Report By
 CC0349  HISTORY     - 1956     MONUMENTED       CGS
 CC0349  HISTORY     - 1981     GOOD             NGS
 CC0349  HISTORY     - 19901117 GOOD             USPSQD
 CC0349
 CC0349                          STATION DESCRIPTION
 CC0349
 CC0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CC0349'5.9 MI NE FROM TOYAH.
 CC0349'5.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0349'STATION AT TOYAH, 26.4 FEET SOUTHWEST OF THE 3RD POLE SOUTHWEST OF
 CC0349'MILEPOST 660, 38.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 84 FEET
 CC0349'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 80, 2.5 FEET NORTHEAST OF
 CC0349'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CC0349'FOOT ABOVE THE GROUND.
 CC0349
 CC0349                          STATION RECOVERY (1981)
 CC0349
 CC0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0349'9.6 KM (5.95 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0349'JUNCTION WITH FARM ROAD 2903 IN TOYAH, 0.6 KM (0.4 MI) NORTHEAST
 CC0349'OF MILE POST 28, 0.2 KM (0.1 MI) SOUTHWEST OF MISSOURI PACIFIC
 CC0349'RAILROAD MILE POST 660 AND SIGNAL NUMBER 6600, 43.0 METERS (141.0 FT)
 CC0349'NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 CC0349'HIGHWAY, 11.8 METERS (38.7 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL,
 CC0349'11.1 METERS (36.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF A
 CC0349'FRONTAGE ROAD, AND 8.0 METERS (26.4 FT) SOUTHWEST OF A UTILITY POLE.
 CC0349'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CC0349'THE MARK IS 0.6 M BELOW THE ROAD.
 CC0349
 CC0349                          STATION RECOVERY (1990)
 CC0349
 CC0349'RECOVERY NOTE BY US POWER SQUADRON 1990 (RWR)
 CC0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0428 ***********************************************************************
 CC0428  DESIGNATION -  L 1067
 CC0428  PID         -  CC0428
 CC0428  STATE/COUNTY-  TX/REEVES
 CC0428  USGS QUAD   -  VERHALEN NORTH (1971)
 CC0428
 CC0428                         *CURRENT SURVEY CONTROL
 CC0428  ___________________________________________________________________
 CC0428* NAD 83(1986)-  31 11 04.     (N)    103 34 46.     (W)     SCALED    
 CC0428* NAVD 88     -       829.500  (meters)    2721.45   (feet)  POSTED    
 CC0428  ___________________________________________________________________
 CC0428  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CC0428  DYNAMIC HT  -         828.280 (meters)    2717.45  (feet)  COMP
 CC0428  MODELED GRAV-     979,144.1   (mgal)                       NAVD 88
 CC0428
 CC0428  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CC0428
 CC0428.The horizontal coordinates were scaled from a topographic map and have
 CC0428.an estimated accuracy of +/- 6 seconds.
 CC0428
 CC0428.The orthometric height was determined by differential leveling
 CC0428.and adjusted by the National Geodetic Survey in 1992..
 CC0428.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CC0428.rate of 1.1 thru 2.0 mm/km.
 CC0428
 CC0428.The geoid height was determined by GEOID03.
 CC0428
 CC0428.The dynamic height is computed by dividing the NAVD 88
 CC0428.geopotential number by the normal gravity value computed on the
 CC0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0428.degrees latitude (g = 980.6199 gals.).
 CC0428
 CC0428.The modeled gravity was interpolated from observed gravity values.
 CC0428
 CC0428;                    North         East    Units  Estimated Accuracy
 CC0428;SPC TX C     - 3,172,770.      390,660.      MT  (+/- 180 meters Scaled)
 CC0428
 CC0428                          SUPERSEDED SURVEY CONTROL
 CC0428
 CC0428  NGVD 29 (??/??/92)  829.339  (m)         2720.92   (f) ADJ UNCH    1 2
 CC0428
 CC0428.Superseded values are not recommended for survey control.
 CC0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0428.See file dsdata.txt to determine how the superseded data were derived.
 CC0428
 CC0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ353509(NAD 83)
 CC0428_MARKER: DB = BENCH MARK DISK
 CC0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0428_STAMPING: L 1067 1956
 CC0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0428+STABILITY: SURFACE MOTION
 CC0428
 CC0428  HISTORY     - Date     Condition        Report By
 CC0428  HISTORY     - 1956     MONUMENTED       CGS
 CC0428  HISTORY     - 1958     GOOD             NGS
 CC0428  HISTORY     - 1966     MARK NOT FOUND   NGS
 CC0428
 CC0428                          STATION DESCRIPTION
 CC0428
 CC0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0428'11.35 MI NE FROM SARAGOSA.
 CC0428'ABOUT 11.35 MILES NORTHEAST ALONG THE PECOS VALLEY SOUTHERN RAILWAY,
 CC0428'45 1/2 FEET EAST OF THE EAST RAIL, 52 FEET WEST OF THE CENTER LINE OF
 CC0428'STATE HIGHWAY 17, 0.15 MILE SOUTH OF A ROAD CROSSING, 11 1/2 FEET
 CC0428'SOUTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 3
 CC0428'FEET NORTH OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A CONCRETE
 CC0428'POST PROJECTING 6 INCHES, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 CC0428'TRACK.  NOTE-- THE MILEPOST FOR THIS SECTION OF TRACK HAS BEEN
 CC0428'REMOVED.
 CC0428
 CC0428                          STATION RECOVERY (1966)
 CC0428
 CC0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CC0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0121 ***********************************************************************
 CD0121  DESIGNATION -  L 1069
 CD0121  PID         -  CD0121
 CD0121  STATE/COUNTY-  TX/CULBERSON
 CD0121  USGS QUAD   -  BORACHO (1970)
 CD0121
 CD0121                         *CURRENT SURVEY CONTROL
 CD0121  ___________________________________________________________________
 CD0121* NAD 83(1986)-  31 04 41.     (N)    104 24 47.     (W)     SCALED    
 CD0121* NAVD 88     -      1342.254  (meters)    4403.71   (feet)  ADJUSTED  
 CD0121  ___________________________________________________________________
 CD0121  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 CD0121  DYNAMIC HT  -        1340.153 (meters)    4396.82  (feet)  COMP
 CD0121  MODELED GRAV-     979,027.7   (mgal)                       NAVD 88
 CD0121
 CD0121  VERT ORDER  -  FIRST     CLASS II
 CD0121
 CD0121.The horizontal coordinates were scaled from a topographic map and have
 CD0121.an estimated accuracy of +/- 6 seconds.
 CD0121
 CD0121.The orthometric height was determined by differential leveling
 CD0121.and adjusted by the National Geodetic Survey in June 1991..
 CD0121
 CD0121.The geoid height was determined by GEOID03.
 CD0121
 CD0121.The dynamic height is computed by dividing the NAVD 88
 CD0121.geopotential number by the normal gravity value computed on the
 CD0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0121.degrees latitude (g = 980.6199 gals.).
 CD0121
 CD0121.The modeled gravity was interpolated from observed gravity values.
 CD0121
 CD0121;                    North         East    Units  Estimated Accuracy
 CD0121;SPC TX C     - 3,163,600.      310,820.      MT  (+/- 180 meters Scaled)
 CD0121
 CD0121                          SUPERSEDED SURVEY CONTROL
 CD0121
 CD0121  NGVD 29 (??/??/92) 1341.732  (m)         4402.00   (f) ADJ UNCH    1 2
 CD0121
 CD0121.Superseded values are not recommended for survey control.
 CD0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0121.See file dsdata.txt to determine how the superseded data were derived.
 CD0121
 CD0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ559384(NAD 83)
 CD0121_MARKER: DB = BENCH MARK DISK
 CD0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CD0121_SP_SET: ABUTMENT
 CD0121_STAMPING: L 1069 1956
 CD0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0121
 CD0121  HISTORY     - Date     Condition        Report By
 CD0121  HISTORY     - 1956     MONUMENTED       CGS
 CD0121
 CD0121                          STATION DESCRIPTION
 CD0121
 CD0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0121'1.5 MI W FROM BORACHO.
 CD0121'1.5 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE SECTION
 CD0121'FOREMANS HOUSE AT BORACHO, 5.7 FEET SOUTH OF THE SOUTH RAIL, 1.5 FEET
 CD0121'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE
 CD0121'EAST CONCRETE ABUTMENT OF BRIDGE 710.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0202 ***********************************************************************
 CD0202  DESIGNATION -  L 1070
 CD0202  PID         -  CD0202
 CD0202  STATE/COUNTY-  TX/CULBERSON
 CD0202  USGS QUAD   -  VAN HORN (1979)
 CD0202
 CD0202                         *CURRENT SURVEY CONTROL
 CD0202  ___________________________________________________________________
 CD0202* NAD 83(1986)-  31 02 56.     (N)    104 49 54.     (W)     SCALED    
 CD0202* NAVD 88     -      1239.574  (meters)    4066.84   (feet)  ADJUSTED  
 CD0202  ___________________________________________________________________
 CD0202  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CD0202  DYNAMIC HT  -        1237.621 (meters)    4060.43  (feet)  COMP
 CD0202  MODELED GRAV-     979,022.1   (mgal)                       NAVD 88
 CD0202
 CD0202  VERT ORDER  -  FIRST     CLASS II
 CD0202
 CD0202.The horizontal coordinates were scaled from a topographic map and have
 CD0202.an estimated accuracy of +/- 6 seconds.
 CD0202
 CD0202.The orthometric height was determined by differential leveling
 CD0202.and adjusted by the National Geodetic Survey in June 1991..
 CD0202.WARNING-Repeat measurements at this control monument indicate possible
 CD0202.vertical movement.
 CD0202
 CD0202.The geoid height was determined by GEOID03.
 CD0202
 CD0202.The dynamic height is computed by dividing the NAVD 88
 CD0202.geopotential number by the normal gravity value computed on the
 CD0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0202.degrees latitude (g = 980.6199 gals.).
 CD0202
 CD0202.The modeled gravity was interpolated from observed gravity values.
 CD0202
 CD0202;                    North         East    Units  Estimated Accuracy
 CD0202;SPC TX C     - 3,161,910.      270,780.      MT  (+/- 180 meters Scaled)
 CD0202
 CD0202                          SUPERSEDED SURVEY CONTROL
 CD0202
 CD0202  NGVD 29 (??/??/92) 1239.066  (m)         4065.17   (f) ADJ UNCH    1 2
 CD0202
 CD0202.Superseded values are not recommended for survey control.
 CD0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0202.See file dsdata.txt to determine how the superseded data were derived.
 CD0202
 CD0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ160350(NAD 83)
 CD0202_MARKER: DB = BENCH MARK DISK
 CD0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0202_STAMPING: L 1070 1956
 CD0202_PROJECTION: RECESSED 7 CENTIMETERS
 CD0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0202+STABILITY: SURFACE MOTION
 CD0202
 CD0202  HISTORY     - Date     Condition        Report By
 CD0202  HISTORY     - 1956     MONUMENTED       CGS
 CD0202  HISTORY     - 1981     GOOD             NGS
 CD0202
 CD0202                          STATION DESCRIPTION
 CD0202
 CD0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0202'0.65 MI NE FROM VAN HORN.
 CD0202'0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CD0202'AT VAN HORN, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 54, AT A
 CD0202'JUNCTION WITH FARM ROAD 2185, 38 FEET EAST OF THE CENTER LINE OF THE
 CD0202'HIGHWAY, 63 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 23.7 FEET
 CD0202'SOUTH OF A FENCE CORNER, 2.2 FEET EAST OF A FENCE, 2.1 FEET NORTH OF A
 CD0202'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 CD0202'FOOT ABOVE THE GROUND.
 CD0202
 CD0202                          STATION RECOVERY (1981)
 CD0202
 CD0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0202'IN VAN HORN, AT THE INTERSECTION OF LA CAVERNA DRIVE AND EAST NINTH
 CD0202'STREET (STATE HIGHWAY 54) AND FARM ROAD 2185, 19.2 METERS (63.0 FT)
 CD0202'SOUTH OF THE CENTERLINE OF THE STREET, 11.7 METERS (38.4 FT)
 CD0202'NORTH-NORTHEAST OF A POST AND SIGN (TEXAS 54 NORTH AND FARM ROAD
 CD0202'2185), AND 7.0 METERS (23.0 FT) SOUTH-OF A STREET SIGN AND POST.
 CD0202'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CD0202'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0038 ***********************************************************************
 CE0038  DESIGNATION -  L 1072
 CE0038  PID         -  CE0038
 CE0038  STATE/COUNTY-  TX/EL PASO
 CE0038  USGS QUAD   -  YSLETA NW (1994)
 CE0038
 CE0038                         *CURRENT SURVEY CONTROL
 CE0038  ___________________________________________________________________
 CE0038* NAD 83(1986)-  31 44 47.     (N)    106 22 48.     (W)     SCALED    
 CE0038* NAVD 88     -      1124.040  (meters)    3687.79   (feet)  POSTED    
 CE0038  ___________________________________________________________________
 CE0038  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0038  DYNAMIC HT  -        1122.330 (meters)    3682.18  (feet)  COMP
 CE0038  MODELED GRAV-     979,077.7   (mgal)                       NAVD 88
 CE0038
 CE0038  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CE0038
 CE0038.The horizontal coordinates were scaled from a topographic map and have
 CE0038.an estimated accuracy of +/- 6 seconds.
 CE0038
 CE0038.The orthometric height was determined by differential leveling
 CE0038.and adjusted by the National Geodetic Survey in 1992..
 CE0038.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CE0038.rate of 4.1 thru 8.0 mm/km.
 CE0038
 CE0038.The geoid height was determined by GEOID03.
 CE0038
 CE0038.The dynamic height is computed by dividing the NAVD 88
 CE0038.geopotential number by the normal gravity value computed on the
 CE0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0038.degrees latitude (g = 980.6199 gals.).
 CE0038
 CE0038.The modeled gravity was interpolated from observed gravity values.
 CE0038
 CE0038;                    North         East    Units  Estimated Accuracy
 CE0038;SPC TX C     - 3,246,120.      127,370.      MT  (+/- 180 meters Scaled)
 CE0038
 CE0038                          SUPERSEDED SURVEY CONTROL
 CE0038
 CE0038  NGVD 29 (??/??/92) 1123.541  (m)         3686.15   (f) ADJ UNCH    1 2
 CE0038
 CE0038.Superseded values are not recommended for survey control.
 CE0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0038.See file dsdata.txt to determine how the superseded data were derived.
 CE0038
 CE0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR692131(NAD 83)
 CE0038_MARKER: DB = BENCH MARK DISK
 CE0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0038_STAMPING: L 1072 1956
 CE0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0038+STABILITY: SURFACE MOTION
 CE0038
 CE0038  HISTORY     - Date     Condition        Report By
 CE0038  HISTORY     - 1956     MONUMENTED       CGS
 CE0038  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0038
 CE0038                          STATION DESCRIPTION
 CE0038
 CE0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CE0038'4.8 MI NW FROM YSLETA.
 CE0038'4.8 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CE0038'STATION AT YSLETA, 0.5 MILE NORTHWEST OF MILEPOST 821, 136 FEET
 CE0038'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 33 FEET SOUTHWEST
 CE0038'OF THE SOUTHWEST RAIL OF THE SOUTHWEST SIDE TRACK, 12.2 FEET NORTHWEST
 CE0038'OF A POWER POLE, 2.4 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 CE0038'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CE0038
 CE0038                          STATION RECOVERY (1981)
 CE0038
 CE0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0634 ***********************************************************************
 CD0634  DESIGNATION -  L 1074
 CD0634  PID         -  CD0634
 CD0634  STATE/COUNTY-  TX/HUDSPETH
 CD0634  USGS QUAD   -  MC NARY (1972)
 CD0634
 CD0634                         *CURRENT SURVEY CONTROL
 CD0634  ___________________________________________________________________
 CD0634* NAD 83(1986)-  31 14 10.     (N)    105 46 46.     (W)     SCALED    
 CD0634* NAVD 88     -      1082.794  (meters)    3552.47   (feet)  ADJUSTED  
 CD0634  ___________________________________________________________________
 CD0634  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CD0634  DYNAMIC HT  -        1081.097 (meters)    3546.90  (feet)  COMP
 CD0634  MODELED GRAV-     979,036.7   (mgal)                       NAVD 88
 CD0634
 CD0634  VERT ORDER  -  FIRST     CLASS II
 CD0634
 CD0634.The horizontal coordinates were scaled from a topographic map and have
 CD0634.an estimated accuracy of +/- 6 seconds.
 CD0634
 CD0634.The orthometric height was determined by differential leveling
 CD0634.and adjusted by the National Geodetic Survey in June 1991..
 CD0634
 CD0634.The geoid height was determined by GEOID03.
 CD0634
 CD0634.The dynamic height is computed by dividing the NAVD 88
 CD0634.geopotential number by the normal gravity value computed on the
 CD0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0634.degrees latitude (g = 980.6199 gals.).
 CD0634
 CD0634.The modeled gravity was interpolated from observed gravity values.
 CD0634
 CD0634;                    North         East    Units  Estimated Accuracy
 CD0634;SPC TX C     - 3,186,680.      181,420.      MT  (+/- 180 meters Scaled)
 CD0634
 CD0634                          SUPERSEDED SURVEY CONTROL
 CD0634
 CD0634  NGVD 29 (??/??/92) 1082.224  (m)         3550.60   (f) ADJ UNCH    1 2
 CD0634
 CD0634.Superseded values are not recommended for survey control.
 CD0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0634.See file dsdata.txt to determine how the superseded data were derived.
 CD0634
 CD0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ257560(NAD 83)
 CD0634_MARKER: DB = BENCH MARK DISK
 CD0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0634_STAMPING: L 1074 1956
 CD0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0634+STABILITY: SURFACE MOTION
 CD0634
 CD0634  HISTORY     - Date     Condition        Report By
 CD0634  HISTORY     - 1956     MONUMENTED       CGS
 CD0634
 CD0634                          STATION DESCRIPTION
 CD0634
 CD0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CD0634'1.15 MI SE FROM MCNARY.
 CD0634'1.15 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0634'STATION AT MCNARY, 90 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CD0634'TRESTLE 770.00, 109 FEET WEST OF MILEPOST 770, 50 FEET SOUTH OF THE
 CD0634'SOUTH RAIL, 1.6 FEET SOUTH OF A FENCE, 1.7 FEET EAST OF A WITNESS
 CD0634'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CD0634'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0849 ***********************************************************************
 AY0849  DESIGNATION -  L 1075
 AY0849  PID         -  AY0849
 AY0849  STATE/COUNTY-  TX/MEDINA
 AY0849  USGS QUAD   -  DEVINE (1982)
 AY0849
 AY0849                         *CURRENT SURVEY CONTROL
 AY0849  ___________________________________________________________________
 AY0849* NAD 83(1986)-  29 08 29.     (N)    098 54 05.     (W)     SCALED    
 AY0849* NAVD 88     -       198.982  (meters)     652.83   (feet)  ADJUSTED  
 AY0849  ___________________________________________________________________
 AY0849  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 AY0849  DYNAMIC HT  -         198.697 (meters)     651.89  (feet)  COMP
 AY0849  MODELED GRAV-     979,207.0   (mgal)                       NAVD 88
 AY0849
 AY0849  VERT ORDER  -  FIRST     CLASS II
 AY0849
 AY0849.The horizontal coordinates were scaled from a topographic map and have
 AY0849.an estimated accuracy of +/- 6 seconds.
 AY0849
 AY0849.The orthometric height was determined by differential leveling
 AY0849.and adjusted by the National Geodetic Survey in June 1991..
 AY0849
 AY0849.The geoid height was determined by GEOID03.
 AY0849
 AY0849.The dynamic height is computed by dividing the NAVD 88
 AY0849.geopotential number by the normal gravity value computed on the
 AY0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0849.degrees latitude (g = 980.6199 gals.).
 AY0849
 AY0849.The modeled gravity was interpolated from observed gravity values.
 AY0849
 AY0849;                    North         East    Units  Estimated Accuracy
 AY0849;SPC TXSC     - 4,144,970.      609,590.      MT  (+/- 180 meters Scaled)
 AY0849
 AY0849                          SUPERSEDED SURVEY CONTROL
 AY0849
 AY0849  NGVD 29 (??/??/92)  198.866  (m)          652.45   (f) ADJ UNCH    1 2
 AY0849
 AY0849.Superseded values are not recommended for survey control.
 AY0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0849.See file dsdata.txt to determine how the superseded data were derived.
 AY0849
 AY0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT095236(NAD 83)
 AY0849_MARKER: DB = BENCH MARK DISK
 AY0849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0849_SP_SET: FOOTING
 AY0849_STAMPING: L 1075 1956
 AY0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0849
 AY0849  HISTORY     - Date     Condition        Report By
 AY0849  HISTORY     - 1956     MONUMENTED       CGS
 AY0849  HISTORY     - 1987     GOOD             USPSQD
 AY0849  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 AY0849  HISTORY     - 19970917 GOOD             USPSQD
 AY0849  HISTORY     - 20050521 GOOD             USPSQD
 AY0849
 AY0849                          STATION DESCRIPTION
 AY0849
 AY0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AY0849'0.2 MI NE FROM DEVINE.
 AY0849'0.2 MILE NORTHEAST ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AY0849'FROM THE STATION AT DEVINE, 297 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 AY0849'OF THE MAIN TRACK, 1.0 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 AY0849'NORTHEAST CORNER OF THE NORTHWEST CONCRETE FOOTING OF THE CITY WATER
 AY0849'TOWER.
 AY0849
 AY0849                          STATION RECOVERY (1987)
 AY0849
 AY0849'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY0849'RECOVERED IN GOOD CONDITION.
 AY0849
 AY0849                          STATION RECOVERY (1994)
 AY0849
 AY0849'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0849'MARK NOT FOUND.
 AY0849
 AY0849                          STATION RECOVERY (1997)
 AY0849
 AY0849'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0849'RECOVERED IN GOOD CONDITION.
 AY0849
 AY0849                          STATION RECOVERY (2005)
 AY0849
 AY0849'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AY0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0181 ***********************************************************************
 AO0181  DESIGNATION -  L 1076
 AO0181  PID         -  AO0181
 AO0181  STATE/COUNTY-  TX/FRIO
 AO0181  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0181
 AO0181                         *CURRENT SURVEY CONTROL
 AO0181  ___________________________________________________________________
 AO0181* NAD 83(1986)-  28 52 19.     (N)    099 06 07.     (W)     SCALED    
 AO0181* NAVD 88     -       179.469  (meters)     588.81   (feet)  ADJUSTED  
 AO0181  ___________________________________________________________________
 AO0181  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 AO0181  DYNAMIC HT  -         179.207 (meters)     587.95  (feet)  COMP
 AO0181  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 AO0181
 AO0181  VERT ORDER  -  FIRST     CLASS II
 AO0181
 AO0181.The horizontal coordinates were scaled from a topographic map and have
 AO0181.an estimated accuracy of +/- 6 seconds.
 AO0181
 AO0181.The orthometric height was determined by differential leveling
 AO0181.and adjusted by the National Geodetic Survey in June 1991..
 AO0181
 AO0181.The geoid height was determined by GEOID03.
 AO0181
 AO0181.The dynamic height is computed by dividing the NAVD 88
 AO0181.geopotential number by the normal gravity value computed on the
 AO0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0181.degrees latitude (g = 980.6199 gals.).
 AO0181
 AO0181.The modeled gravity was interpolated from observed gravity values.
 AO0181
 AO0181;                    North         East    Units  Estimated Accuracy
 AO0181;SPC TXSC     - 4,115,110.      590,060.      MT  (+/- 180 meters Scaled)
 AO0181
 AO0181                          SUPERSEDED SURVEY CONTROL
 AO0181
 AO0181  NGVD 29 (??/??/92)  179.346  (m)          588.40   (f) ADJ UNCH    1 2
 AO0181
 AO0181.Superseded values are not recommended for survey control.
 AO0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0181.See file dsdata.txt to determine how the superseded data were derived.
 AO0181
 AO0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS900938(NAD 83)
 AO0181_MARKER: DB = BENCH MARK DISK
 AO0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0181_SP_SET: CULVERT
 AO0181_STAMPING: L 1076 1956
 AO0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AO0181+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AO0181
 AO0181  HISTORY     - Date     Condition        Report By
 AO0181  HISTORY     - 1956     MONUMENTED       CGS
 AO0181  HISTORY     - 1988     GOOD             USPSQD
 AO0181  HISTORY     - 19960806 GOOD             USPSQD
 AO0181  HISTORY     - 19980204 GOOD             USPSQD
 AO0181  HISTORY     - 20030523 GOOD             USPSQD
 AO0181  HISTORY     - 20050521 GOOD             USPSQD
 AO0181
 AO0181                          STATION DESCRIPTION
 AO0181
 AO0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0181'1.4 MI S FROM PEARSALL.
 AO0181'1.4 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0181'FROM THE STATION AT PEARSALL, 115 FEET EAST OF THE EAST RAIL, 22 FEET
 AO0181'WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, SET IN THE TOP OF THE
 AO0181'NORTH END OF THE WEST HEADWALL OF A 10 CHANNEL CONCRETE CULVERT.
 AO0181
 AO0181                          STATION RECOVERY (1988)
 AO0181
 AO0181'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0181'RECOVERED IN GOOD CONDITION.
 AO0181
 AO0181                          STATION RECOVERY (1996)
 AO0181
 AO0181'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0181'RECOVERED IN GOOD CONDITION.
 AO0181
 AO0181                          STATION RECOVERY (1998)
 AO0181
 AO0181'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0181'RECOVERED IN GOOD CONDITION.
 AO0181
 AO0181                          STATION RECOVERY (2003)
 AO0181
 AO0181'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0181'RECOVERED IN GOOD CONDITION.
 AO0181
 AO0181                          STATION RECOVERY (2005)
 AO0181
 AO0181'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AO0181'US HIGHWAY 81 IS NOW CALLED STATE HIGHWAY 581.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0220 ***********************************************************************
 AO0220  DESIGNATION -  L 1077
 AO0220  PID         -  AO0220
 AO0220  STATE/COUNTY-  TX/LA SALLE
 AO0220  USGS QUAD   -  MILLETT (1974)
 AO0220
 AO0220                         *CURRENT SURVEY CONTROL
 AO0220  ___________________________________________________________________
 AO0220* NAD 83(1986)-  28 33 13.     (N)    099 12 14.     (W)     SCALED    
 AO0220* NAVD 88     -       167.912  (meters)     550.89   (feet)  ADJUSTED  
 AO0220  ___________________________________________________________________
 AO0220  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AO0220  DYNAMIC HT  -         167.662 (meters)     550.07  (feet)  COMP
 AO0220  MODELED GRAV-     979,151.1   (mgal)                       NAVD 88
 AO0220
 AO0220  VERT ORDER  -  FIRST     CLASS II
 AO0220
 AO0220.The horizontal coordinates were scaled from a topographic map and have
 AO0220.an estimated accuracy of +/- 6 seconds.
 AO0220
 AO0220.The orthometric height was determined by differential leveling
 AO0220.and adjusted by the National Geodetic Survey in June 1991..
 AO0220
 AO0220.The geoid height was determined by GEOID03.
 AO0220
 AO0220.The dynamic height is computed by dividing the NAVD 88
 AO0220.geopotential number by the normal gravity value computed on the
 AO0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0220.degrees latitude (g = 980.6199 gals.).
 AO0220
 AO0220.The modeled gravity was interpolated from observed gravity values.
 AO0220
 AO0220;                    North         East    Units  Estimated Accuracy
 AO0220;SPC TXSC     - 4,079,850.      580,050.      MT  (+/- 180 meters Scaled)
 AO0220
 AO0220                          SUPERSEDED SURVEY CONTROL
 AO0220
 AO0220  NGVD 29 (??/??/92)  167.787  (m)          550.48   (f) ADJ UNCH    1 2
 AO0220
 AO0220.Superseded values are not recommended for survey control.
 AO0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0220.See file dsdata.txt to determine how the superseded data were derived.
 AO0220
 AO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS800585(NAD 83)
 AO0220_MARKER: DB = BENCH MARK DISK
 AO0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0220_STAMPING: L 1077 1956
 AO0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0220+STABILITY: SURFACE MOTION
 AO0220
 AO0220  HISTORY     - Date     Condition        Report By
 AO0220  HISTORY     - 1956     MONUMENTED       CGS
 AO0220  HISTORY     - 1958     GOOD             NGS
 AO0220  HISTORY     - 1988     GOOD             USPSQD
 AO0220
 AO0220                          STATION DESCRIPTION
 AO0220
 AO0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AO0220'2.5 MI N FROM GARDENDALE.
 AO0220'2.5 MILES NORTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0220'FROM THE STATION AT GARDENDALE, 130 FEET NORTHWEST OF MILEPOST 337, 55
 AO0220'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 81, 43 FEET WEST OF THE
 AO0220'WEST RAIL, 14 FEET NORTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 AO0220'TELEPHONE POLES, 4.7 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 AO0220'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 AO0220'THE GROUND.
 AO0220
 AO0220                          STATION RECOVERY (1958)
 AO0220
 AO0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0220'RECOVERED IN GOOD CONDITION.
 AO0220
 AO0220                          STATION RECOVERY (1988)
 AO0220
 AO0220'RECOVERY NOTE BY US POWER SQUADRON 1988 (HLJ)
 AO0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0262 ***********************************************************************
 AO0262  DESIGNATION -  L 1078
 AO0262  PID         -  AO0262
 AO0262  STATE/COUNTY-  TX/LA SALLE
 AO0262  USGS QUAD   -  COTULLA (1974)
 AO0262
 AO0262                         *CURRENT SURVEY CONTROL
 AO0262  ___________________________________________________________________
 AO0262* NAD 83(1986)-  28 25 50.     (N)    099 14 02.     (W)     SCALED    
 AO0262* NAVD 88     -       129.995  (meters)     426.49   (feet)  ADJUSTED  
 AO0262  ___________________________________________________________________
 AO0262  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AO0262  DYNAMIC HT  -         129.799 (meters)     425.85  (feet)  COMP
 AO0262  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 AO0262
 AO0262  VERT ORDER  -  FIRST     CLASS II
 AO0262
 AO0262.The horizontal coordinates were scaled from a topographic map and have
 AO0262.an estimated accuracy of +/- 6 seconds.
 AO0262
 AO0262.The orthometric height was determined by differential leveling
 AO0262.and adjusted by the National Geodetic Survey in June 1991..
 AO0262
 AO0262.The geoid height was determined by GEOID03.
 AO0262
 AO0262.The dynamic height is computed by dividing the NAVD 88
 AO0262.geopotential number by the normal gravity value computed on the
 AO0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0262.degrees latitude (g = 980.6199 gals.).
 AO0262
 AO0262.The modeled gravity was interpolated from observed gravity values.
 AO0262
 AO0262;                    North         East    Units  Estimated Accuracy
 AO0262;SPC TXSC     - 4,066,210.      577,090.      MT  (+/- 180 meters Scaled)
 AO0262
 AO0262                          SUPERSEDED SURVEY CONTROL
 AO0262
 AO0262  NGVD 29 (??/??/92)  129.872  (m)          426.09   (f) ADJ UNCH    1 2
 AO0262
 AO0262.Superseded values are not recommended for survey control.
 AO0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0262.See file dsdata.txt to determine how the superseded data were derived.
 AO0262
 AO0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS770449(NAD 83)
 AO0262_MARKER: DB = BENCH MARK DISK
 AO0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0262_SP_SET: SIGNAL BASE
 AO0262_STAMPING: L 1078 1956
 AO0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0262
 AO0262  HISTORY     - Date     Condition        Report By
 AO0262  HISTORY     - 1958     MONUMENTED       CGS
 AO0262  HISTORY     - 1958     GOOD             NGS
 AO0262  HISTORY     - 19970816 GOOD             USPSQD
 AO0262
 AO0262                          STATION DESCRIPTION
 AO0262
 AO0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AO0262'0.4 MI S FROM COTULLA.
 AO0262'0.4 MILE SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0262'FROM THE STATION AT COTULLA, AT THE CROSSING OF FARM ROAD 468, 15 FEET
 AO0262'WEST OF THE WEST RAIL OF THE MAIN TRACK, 19 FEET SOUTH OF THE CENTER
 AO0262'LINE OF THE FARM ROAD, 4 FEET NORTHWEST OF A SIGNAL LIGHT, FLUSH WITH
 AO0262'THE GROUND, SET IN THE TOP OF THE NORTHEAST CORNER OF A 2X2 FOOT
 AO0262'CONCRETE SIGNAL BASE.  NOTE-- THE SIGNAL HAS BEEN REMOVED.
 AO0262
 AO0262                          STATION RECOVERY (1958)
 AO0262
 AO0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AO0262'RECOVERED IN GOOD CONDITION.
 AO0262
 AO0262                          STATION RECOVERY (1997)
 AO0262
 AO0262'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0702 ***********************************************************************
 AJ0702  DESIGNATION -  L 1079
 AJ0702  PID         -  AJ0702
 AJ0702  STATE/COUNTY-  TX/WEBB
 AJ0702  USGS QUAD   -  CALLAGHAN RANCH NORTH (1980)
 AJ0702
 AJ0702                         *CURRENT SURVEY CONTROL
 AJ0702  ___________________________________________________________________
 AJ0702* NAD 83(1986)-  27 58 09.     (N)    099 22 37.     (W)     SCALED    
 AJ0702* NAVD 88     -       164.108  (meters)     538.41   (feet)  ADJUSTED  
 AJ0702  ___________________________________________________________________
 AJ0702  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AJ0702  DYNAMIC HT  -         163.854 (meters)     537.58  (feet)  COMP
 AJ0702  MODELED GRAV-     979,095.0   (mgal)                       NAVD 88
 AJ0702
 AJ0702  VERT ORDER  -  FIRST     CLASS II
 AJ0702
 AJ0702.The horizontal coordinates were scaled from a topographic map and have
 AJ0702.an estimated accuracy of +/- 6 seconds.
 AJ0702
 AJ0702.The orthometric height was determined by differential leveling
 AJ0702.and adjusted by the National Geodetic Survey in June 1991..
 AJ0702
 AJ0702.The geoid height was determined by GEOID03.
 AJ0702
 AJ0702.The dynamic height is computed by dividing the NAVD 88
 AJ0702.geopotential number by the normal gravity value computed on the
 AJ0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0702.degrees latitude (g = 980.6199 gals.).
 AJ0702
 AJ0702.The modeled gravity was interpolated from observed gravity values.
 AJ0702
 AJ0702;                    North         East    Units  Estimated Accuracy
 AJ0702;SPC TX S     - 5,255,410.      213,720.      MT  (+/- 180 meters Scaled)
 AJ0702
 AJ0702                          SUPERSEDED SURVEY CONTROL
 AJ0702
 AJ0702  NGVD 29 (??/??/92)  163.991  (m)          538.03   (f) ADJ UNCH    1 2
 AJ0702
 AJ0702.Superseded values are not recommended for survey control.
 AJ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0702.See file dsdata.txt to determine how the superseded data were derived.
 AJ0702
 AJ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR629938(NAD 83)
 AJ0702_MARKER: DB = BENCH MARK DISK
 AJ0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0702_SP_SET: CULVERT
 AJ0702_STAMPING: L 1079 1957
 AJ0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0702
 AJ0702  HISTORY     - Date     Condition        Report By
 AJ0702  HISTORY     - 1957     MONUMENTED       CGS
 AJ0702  HISTORY     - 1977     GOOD             USGS
 AJ0702
 AJ0702                          STATION DESCRIPTION
 AJ0702
 AJ0702'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 AJ0702'5.4 MI S FROM ENCINAL.
 AJ0702'5.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RR FROM THE STATION IN
 AJ0702'ENCINAL, 0.2 MILES SOUTH OF INTERSTATE HWY 35 MILEPOST 34, 63 FEET
 AJ0702'EAST OF THE EAST RAIL, 26 FEET WEST, 4 FEET SOUTH, AND 0.2 FEET HIGHER
 AJ0702'THAN CTR OF CULVERT ON SOUTHBOUND LANE OF I 35, SET IN THE TOP OF THE
 AJ0702'SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT, A STD USC AND GS
 AJ0702'TABLET STAMPED L 1079 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0163 ***********************************************************************
 BP0163  DESIGNATION -  L 108
 BP0163  PID         -  BP0163
 BP0163  STATE/COUNTY-  TX/PECOS
 BP0163  USGS QUAD   -  BUSHER CANYON (1968)
 BP0163
 BP0163                         *CURRENT SURVEY CONTROL
 BP0163  ___________________________________________________________________
 BP0163* NAD 83(1986)-  30 28 54.     (N)    102 31 40.     (W)     SCALED    
 BP0163* NAVD 88     -      1041.072  (meters)    3415.58   (feet)  ADJUSTED  
 BP0163  ___________________________________________________________________
 BP0163  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 BP0163  DYNAMIC HT  -        1039.445 (meters)    3410.25  (feet)  COMP
 BP0163  MODELED GRAV-     979,043.3   (mgal)                       NAVD 88
 BP0163
 BP0163  VERT ORDER  -  FIRST     CLASS II
 BP0163
 BP0163.The horizontal coordinates were scaled from a topographic map and have
 BP0163.an estimated accuracy of +/- 6 seconds.
 BP0163
 BP0163.The orthometric height was determined by differential leveling
 BP0163.and adjusted by the National Geodetic Survey in June 1991..
 BP0163
 BP0163.The geoid height was determined by GEOID03.
 BP0163
 BP0163.The dynamic height is computed by dividing the NAVD 88
 BP0163.geopotential number by the normal gravity value computed on the
 BP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0163.degrees latitude (g = 980.6199 gals.).
 BP0163
 BP0163.The modeled gravity was interpolated from observed gravity values.
 BP0163
 BP0163;                    North         East    Units  Estimated Accuracy
 BP0163;SPC TX C     - 3,092,430.      489,330.      MT  (+/- 180 meters Scaled)
 BP0163
 BP0163                          SUPERSEDED SURVEY CONTROL
 BP0163
 BP0163  NGVD 29 (??/??/92) 1040.768  (m)         3414.59   (f) ADJ UNCH    1 2
 BP0163
 BP0163.Superseded values are not recommended for survey control.
 BP0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0163.See file dsdata.txt to determine how the superseded data were derived.
 BP0163
 BP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP373747(NAD 83)
 BP0163_MARKER: DB = BENCH MARK DISK
 BP0163_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BP0163_SP_SET: ROCK
 BP0163_STAMPING: L 108 1933 3414.668
 BP0163_MARK LOGO: CGS   
 BP0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0163
 BP0163  HISTORY     - Date     Condition        Report By
 BP0163  HISTORY     - 1933     MONUMENTED       CGS
 BP0163  HISTORY     - 1958     GOOD             NGS
 BP0163  HISTORY     - 1981     GOOD             NGS
 BP0163
 BP0163                          STATION DESCRIPTION
 BP0163
 BP0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0163'27.5 MI N FROM SANDERSON.
 BP0163'ABOUT 27.5 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE JUNCTION OF U.
 BP0163'S. HIGHWAY 90 AT SANDERSON, IN THE TOP OF A LARGE FLAT ROCK, 160 FEET
 BP0163'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 144 FEET NORTHWEST OF A
 BP0163'POWER POLE, 99 FEET NORTHEAST OF A RIGHT OF WAY FENCE, ABOUT 0.4 MILE
 BP0163'SOUTHEAST OF A ROADSIDE PARK, AND ABOUT 15 FEET ABOVE THE LEVEL OF THE
 BP0163'HIGHWAY.
 BP0163
 BP0163                          STATION RECOVERY (1981)
 BP0163
 BP0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0632 ***********************************************************************
 AE0632  DESIGNATION -  L 1080
 AE0632  PID         -  AE0632
 AE0632  STATE/COUNTY-  TX/STARR
 AE0632  USGS QUAD   -  ROMA-LOS SAENZ EAST (1965)
 AE0632
 AE0632                         *CURRENT SURVEY CONTROL
 AE0632  ___________________________________________________________________
 AE0632* NAD 83(1986)-  26 23 50.     (N)    098 55 27.     (W)     SCALED    
 AE0632* NAVD 88     -        55.309  (meters)     181.46   (feet)  ADJUSTED  
 AE0632  ___________________________________________________________________
 AE0632  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AE0632  DYNAMIC HT  -          55.218 (meters)     181.16  (feet)  COMP
 AE0632  MODELED GRAV-     979,005.7   (mgal)                       NAVD 88
 AE0632
 AE0632  VERT ORDER  -  FIRST     CLASS II
 AE0632
 AE0632.The horizontal coordinates were scaled from a topographic map and have
 AE0632.an estimated accuracy of +/- 6 seconds.
 AE0632
 AE0632.The orthometric height was determined by differential leveling
 AE0632.and adjusted by the National Geodetic Survey in June 1991..
 AE0632
 AE0632.The geoid height was determined by GEOID03.
 AE0632
 AE0632.The dynamic height is computed by dividing the NAVD 88
 AE0632.geopotential number by the normal gravity value computed on the
 AE0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0632.degrees latitude (g = 980.6199 gals.).
 AE0632
 AE0632.The modeled gravity was interpolated from observed gravity values.
 AE0632
 AE0632;                    North         East    Units  Estimated Accuracy
 AE0632;SPC TX S     - 5,081,010.      257,680.      MT  (+/- 180 meters Scaled)
 AE0632
 AE0632                          SUPERSEDED SURVEY CONTROL
 AE0632
 AE0632  NGVD 29 (??/??/92)   55.359  (m)          181.62   (f) ADJ UNCH    1 2
 AE0632
 AE0632.Superseded values are not recommended for survey control.
 AE0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0632.See file dsdata.txt to determine how the superseded data were derived.
 AE0632
 AE0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ075196(NAD 83)
 AE0632_MARKER: DB = BENCH MARK DISK
 AE0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0632_STAMPING: L 1080 1956
 AE0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0632+STABILITY: SURFACE MOTION
 AE0632
 AE0632  HISTORY     - Date     Condition        Report By
 AE0632  HISTORY     - 1956     MONUMENTED       CGS
 AE0632  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE0632  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0632
 AE0632                          STATION DESCRIPTION
 AE0632
 AE0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 AE0632'7.2 MI W FROM RIO GRANDE CITY.
 AE0632'7.2 MILES WEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT RIO
 AE0632'GRANDE CITY, 1.0 MILE EAST OF A JUNCTION WITH FARM ROAD 649, AT THE
 AE0632'CROSSING OF A POWER LINE, 59 FEET NORTHEAST OF THE CENTER LINE OF THE
 AE0632'HIGHWAY, 32.5 FEET WEST OF A POWER POLE, 7.6 FEET SOUTHEAST OF A
 AE0632'CONCRETE HIGHWAY RIGHT OF WAY MARKER, 1.5 FEET SOUTHWEST OF A FENCE, 2
 AE0632'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AE0632'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AE0632
 AE0632                          STATION RECOVERY (1965)
 AE0632
 AE0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE0632'MARK NOT FOUND.
 AE0632
 AE0632                          STATION RECOVERY (1981)
 AE0632
 AE0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0632'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1031 ***********************************************************************
 AE1031  DESIGNATION -  L 1081 RESET 1962
 AE1031  PID         -  AE1031
 AE1031  STATE/COUNTY-  TX/ZAPATA
 AE1031  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1031
 AE1031                         *CURRENT SURVEY CONTROL
 AE1031  ___________________________________________________________________
 AE1031* NAD 83(1986)-  26 46 49.     (N)    099 07 20.     (W)     SCALED    
 AE1031* NAVD 88     -       118.91   (+/-2cm)     390.1    (feet)  VERTCON   
 AE1031  ___________________________________________________________________
 AE1031  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 AE1031
 AE1031  VERT ORDER  -  THIRD (See Below)
 AE1031
 AE1031.The horizontal coordinates were scaled from a topographic map and have
 AE1031.an estimated accuracy of +/- 6 seconds.
 AE1031
 AE1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE1031.The vertical order pertains to the NGVD 29 superseded value.
 AE1031
 AE1031.The geoid height was determined by GEOID03.
 AE1031
 AE1031;                    North         East    Units  Estimated Accuracy
 AE1031;SPC TX S     - 5,123,530.      238,130.      MT  (+/- 180 meters Scaled)
 AE1031
 AE1031                          SUPERSEDED SURVEY CONTROL
 AE1031
 AE1031  NGVD 29 (01/29/03)  118.96   (m)          390.3    (f) RESET       3  
 AE1031
 AE1031.Superseded values are not recommended for survey control.
 AE1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1031.See file dsdata.txt to determine how the superseded data were derived.
 AE1031
 AE1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ878621(NAD 83)
 AE1031_MARKER: DB = BENCH MARK DISK
 AE1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1031_STAMPING: L 1081 RESET 1962
 AE1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1031+STABILITY: SURFACE MOTION
 AE1031
 AE1031  HISTORY     - Date     Condition        Report By
 AE1031  HISTORY     - 1962     MONUMENTED       TXHD
 AE1031  HISTORY     - 1962     GOOD             NGS
 AE1031  HISTORY     - 1975     MARK NOT FOUND   USGS
 AE1031
 AE1031                          STATION DESCRIPTION
 AE1031
 AE1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 AE1031'4.9 MI N FROM LOPENO.
 AE1031'ABOUT 4.9 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AE1031'LOPENO, ABOUT 200 FEET NORTHWEST OF A ROAD INTERSECTION, ON THE
 AE1031'NORTHEAST SIDE OF THE HIGHWAY.  (THIS MARK WAS SET 139 FEET NORTHWEST
 AE1031'ALONG U.S. HIGHWAY 83 FROM THE ORIGINAL BENCH MARK.)  A STANDARD DISK
 AE1031'STAMPED L 1081 RESET 1962, IS SET IN THE TOP OF A 6-1/2 INCH CONCRETE
 AE1031'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 AE1031
 AE1031                          STATION RECOVERY (1975)
 AE1031
 AE1031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AE1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0726 ***********************************************************************
 AJ0726  DESIGNATION -  L 1083
 AJ0726  PID         -  AJ0726
 AJ0726  STATE/COUNTY-  TX/WEBB
 AJ0726  USGS QUAD   -  ORVIL (1980)
 AJ0726
 AJ0726                         *CURRENT SURVEY CONTROL
 AJ0726  ___________________________________________________________________
 AJ0726* NAD 83(1986)-  27 43 40.     (N)    099 26 45.     (W)     SCALED    
 AJ0726* NAVD 88     -       210.056  (meters)     689.16   (feet)  ADJUSTED  
 AJ0726  ___________________________________________________________________
 AJ0726  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 AJ0726  DYNAMIC HT  -         209.726 (meters)     688.08  (feet)  COMP
 AJ0726  MODELED GRAV-     979,071.1   (mgal)                       NAVD 88
 AJ0726
 AJ0726  VERT ORDER  -  FIRST     CLASS II
 AJ0726
 AJ0726.The horizontal coordinates were scaled from a topographic map and have
 AJ0726.an estimated accuracy of +/- 6 seconds.
 AJ0726
 AJ0726.The orthometric height was determined by differential leveling
 AJ0726.and adjusted by the National Geodetic Survey in June 1991..
 AJ0726
 AJ0726.The geoid height was determined by GEOID03.
 AJ0726
 AJ0726.The dynamic height is computed by dividing the NAVD 88
 AJ0726.geopotential number by the normal gravity value computed on the
 AJ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0726.degrees latitude (g = 980.6199 gals.).
 AJ0726
 AJ0726.The modeled gravity was interpolated from observed gravity values.
 AJ0726
 AJ0726;                    North         East    Units  Estimated Accuracy
 AJ0726;SPC TX S     - 5,228,710.      206,740.      MT  (+/- 180 meters Scaled)
 AJ0726
 AJ0726                          SUPERSEDED SURVEY CONTROL
 AJ0726
 AJ0726  NGVD 29 (??/??/92)  209.924  (m)          688.73   (f) ADJ UNCH    1 2
 AJ0726
 AJ0726.Superseded values are not recommended for survey control.
 AJ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0726.See file dsdata.txt to determine how the superseded data were derived.
 AJ0726
 AJ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR560671(NAD 83)
 AJ0726_MARKER: DB = BENCH MARK DISK
 AJ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0726_STAMPING: L 1083 1957
 AJ0726_MARK LOGO: CGS   
 AJ0726_PROJECTION: PROJECTING 15 CENTIMETERS
 AJ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0726+STABILITY: SURFACE MOTION
 AJ0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ0726+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 AJ0726
 AJ0726  HISTORY     - Date     Condition        Report By
 AJ0726  HISTORY     - 1957     MONUMENTED       CGS
 AJ0726  HISTORY     - 1982     GOOD             NGS
 AJ0726  HISTORY     - 20020409 GOOD             USPSQD
 AJ0726
 AJ0726                          STATION DESCRIPTION
 AJ0726
 AJ0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AJ0726'4.6 MI S FROM WEBB.
 AJ0726'4.6 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AJ0726'FROM THE SECTION FOREMANS HOUSE AT WEBB, 89 FEET WEST OF MILEPOST 396,
 AJ0726'44 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 83, 42 FEET WEST OF
 AJ0726'THE WEST RAIL, 6 FEET SOUTH OF A TELEPHONE POLE, 3 FEET NORTH OF A
 AJ0726'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AJ0726'FOOT ABOVE THE GROUND.
 AJ0726
 AJ0726                          STATION RECOVERY (1982)
 AJ0726
 AJ0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ0726'3.5 KM (2.15 MI) SOUTH ALONG THE INTERSTATE HIGHWAY 35 EAST FRONTAGE
 AJ0726'ROAD FROM THE JUNCTION OF U.S. HIGHWAY 83 NEAR WEBB, AT THE MISSOURI
 AJ0726'PACIFIC RAILROAD MILEPOLE 396, 13.3 METERS (43.5 FT) EAST OF THE
 AJ0726'CENTER OF THE FRONTAGE ROAD, 12.6 METERS (41.5 FT) WEST OF THE WEST
 AJ0726'RAIL OF THE MISSOURI PACIFIC RAILROAD, 27.6 METERS (90.5 FT) WEST OF
 AJ0726'AND ACROSS TRACKS MILEPOLE 396, 39.3 METERS (129.0 FT) NORTHEAST OF
 AJ0726'THE EASTERN ONE OF THREE LEGS OF AN INTERSTATE HIGHWAY SIGN WHICH
 AJ0726'READS 83 NORTH, CARRIZO SPRINGS, UVALDE 1 THREE FOURTHS MILES,
 AJ0726'1.8 METERS (6.0 FT) SOUTH OF A TELEPHONE POLE, AND 1.0 METER (3.3 FT)
 AJ0726'NORTH OF A WOODEN WITNESS POST.
 AJ0726'THE MARK IS 0.55 METERS  N FROM  (METAL)
 AJ0726'THE MARK IS 0.3 M BELOW FRONTAGE ROAD.
 AJ0726
 AJ0726                          STATION RECOVERY (2002)
 AJ0726
 AJ0726'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0408 ***********************************************************************
 AO0408  DESIGNATION -  L 1085
 AO0408  PID         -  AO0408
 AO0408  STATE/COUNTY-  TX/DIMMIT
 AO0408  USGS QUAD   -  CARRIZO SPRINGS EAST (1972)
 AO0408
 AO0408                         *CURRENT SURVEY CONTROL
 AO0408  ___________________________________________________________________
 AO0408* NAD 83(1986)-  28 31 19.     (N)    099 49 41.     (W)     SCALED    
 AO0408* NAVD 88     -       184.201  (meters)     604.33   (feet)  ADJUSTED  
 AO0408  ___________________________________________________________________
 AO0408  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AO0408  DYNAMIC HT  -         183.925 (meters)     603.43  (feet)  COMP
 AO0408  MODELED GRAV-     979,141.3   (mgal)                       NAVD 88
 AO0408
 AO0408  VERT ORDER  -  FIRST     CLASS II
 AO0408
 AO0408.This mark is at Dimmit Co (CZT) Airport (CZT)
 AO0408
 AO0408.The horizontal coordinates were scaled from a topographic map and have
 AO0408.an estimated accuracy of +/- 6 seconds.
 AO0408
 AO0408.The orthometric height was determined by differential leveling
 AO0408.and adjusted by the National Geodetic Survey in June 1991..
 AO0408
 AO0408.The geoid height was determined by GEOID03.
 AO0408
 AO0408.The dynamic height is computed by dividing the NAVD 88
 AO0408.geopotential number by the normal gravity value computed on the
 AO0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0408.degrees latitude (g = 980.6199 gals.).
 AO0408
 AO0408.The modeled gravity was interpolated from observed gravity values.
 AO0408
 AO0408;                    North         East    Units  Estimated Accuracy
 AO0408;SPC TXSC     - 4,076,610.      518,950.      MT  (+/- 180 meters Scaled)
 AO0408
 AO0408                          SUPERSEDED SURVEY CONTROL
 AO0408
 AO0408  NGVD 29 (??/??/92)  184.130  (m)          604.10   (f) ADJ UNCH    1 2
 AO0408
 AO0408.Superseded values are not recommended for survey control.
 AO0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0408.See file dsdata.txt to determine how the superseded data were derived.
 AO0408
 AO0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS189553(NAD 83)
 AO0408_MARKER: DB = BENCH MARK DISK
 AO0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0408_SP_SET: CATTLE GUARD
 AO0408_STAMPING: L 1085 1957
 AO0408_MARK LOGO: CGS   
 AO0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0408
 AO0408  HISTORY     - Date     Condition        Report By
 AO0408  HISTORY     - 1957     MONUMENTED       CGS
 AO0408  HISTORY     - 1982     GOOD             NGS
 AO0408  HISTORY     - 19970531 GOOD             USPSQD
 AO0408
 AO0408                          STATION DESCRIPTION
 AO0408
 AO0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0408'2.1 MI E FROM CARRIZO SPRINGS.
 AO0408'0.1 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE SAN ANTONIO, UVLADE AND
 AO0408'GULF RAILROAD STATION AT CARRIZO SPRINGS, THENCE 1.4 MILES NORTHEAST
 AO0408'ALONG STATE HIGHWAY 85, THENCE 0.6 MILE SOUTHEAST ALONG AN OILED ROAD,
 AO0408'29 FEET NORTHEAST OF THE CENTER LINE OF AN OILED ROAD, 14 FEET
 AO0408'SOUTHEAST OF THE CENTER OF THE SOUTHWEST ENTRANCE TO THE DIMMIT COUNTY
 AO0408'AIRPORT, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 AO0408'HEADWALL OF A CATTLE GUARD.
 AO0408
 AO0408                          STATION RECOVERY (1982)
 AO0408
 AO0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0408'2 BLOCKS NORTH ALONG SIXTH STREET THENCE 2.7 KM (1.7 MI) NORTHEAST
 AO0408'ALONG STATE HIGHWAY 85, THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG A BLACK
 AO0408'TOP ROAD AT ENTRANCE TO DIMMIT COUNTY AIRPORT, 8.8 METERS (29.0 FT)
 AO0408'NORTHEAST OF CENTERLINE OF BLACKTOP ROAD, AND 4.2 METERS (14.0 FT)
 AO0408'SOUTHEAST OF CENTERLINE OF BLACK TOP ROAD LEADING TO THE DIMMIT COUNTY
 AO0408'AIRPORT.  NOTE, SET IN TOP OF NORTHEAST END OF THE SOUTHEAST CONCRETE
 AO0408'HEADWALL OF CATTLE GUARD.
 AO0408'THE MARK IS ABOVE LEVEL WITH ROAD.
 AO0408
 AO0408                          STATION RECOVERY (1997)
 AO0408
 AO0408'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0435 ***********************************************************************
 AO0435  DESIGNATION -  L 1086 RESET 1964
 AO0435  PID         -  AO0435
 AO0435  STATE/COUNTY-  TX/DIMMIT
 AO0435  USGS QUAD   -  CARRIZO SPRINGS WEST (1972)
 AO0435
 AO0435                         *CURRENT SURVEY CONTROL
 AO0435  ___________________________________________________________________
 AO0435* NAD 83(1986)-  28 37 29.     (N)    099 57 32.     (W)     SCALED    
 AO0435* NAVD 88     -       190.611  (meters)     625.36   (feet)  ADJUSTED  
 AO0435  ___________________________________________________________________
 AO0435  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AO0435  DYNAMIC HT  -         190.328 (meters)     624.43  (feet)  COMP
 AO0435  MODELED GRAV-     979,153.3   (mgal)                       NAVD 88
 AO0435
 AO0435  VERT ORDER  -  FIRST     CLASS II
 AO0435
 AO0435.The horizontal coordinates were scaled from a topographic map and have
 AO0435.an estimated accuracy of +/- 6 seconds.
 AO0435
 AO0435.The orthometric height was determined by differential leveling
 AO0435.and adjusted by the National Geodetic Survey in June 1991..
 AO0435
 AO0435.The geoid height was determined by GEOID03.
 AO0435
 AO0435.The dynamic height is computed by dividing the NAVD 88
 AO0435.geopotential number by the normal gravity value computed on the
 AO0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0435.degrees latitude (g = 980.6199 gals.).
 AO0435
 AO0435.The modeled gravity was interpolated from observed gravity values.
 AO0435
 AO0435;                    North         East    Units  Estimated Accuracy
 AO0435;SPC TXSC     - 4,088,090.      506,240.      MT  (+/- 180 meters Scaled)
 AO0435
 AO0435                          SUPERSEDED SURVEY CONTROL
 AO0435
 AO0435  NGVD 29 (??/??/??)  190.51   (m)          625.0    (f) RESET       3  
 AO0435
 AO0435.Superseded values are not recommended for survey control.
 AO0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0435.See file dsdata.txt to determine how the superseded data were derived.
 AO0435
 AO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS062667(NAD 83)
 AO0435_MARKER: DB = BENCH MARK DISK
 AO0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0435_STAMPING: L 1086 RESET 1964
 AO0435_MARK LOGO: CGS   
 AO0435_PROJECTION: FLUSH
 AO0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0435+STABILITY: SURFACE MOTION
 AO0435
 AO0435  HISTORY     - Date     Condition        Report By
 AO0435  HISTORY     - 1964     MONUMENTED       CGS
 AO0435  HISTORY     - 1971     MARK NOT FOUND   USGS
 AO0435  HISTORY     - 1982     GOOD             NGS
 AO0435  HISTORY     - 19970621 GOOD             USPSQD
 AO0435
 AO0435                          STATION DESCRIPTION
 AO0435
 AO0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AO0435'9.6 MI NW FROM CARRIZO SPRINGS.
 AO0435'ABOUT 9.6 MILES NORTHWEST ALONG U. S. HIGHWAY 277 FROM THE SAN
 AO0435'ANTONIO, UVALDE AND GULF RAILROAD STATION AT CARRIZO SPRINGS, 76 FEET
 AO0435'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 325 FEET EAST OF A RANCH ROAD
 AO0435'LEADING NORTH, 142 FEET WEST OF THE CENTER OF A CONCRETE CULVERT, AND
 AO0435'1 FOOT EAST OF A METAL WITNESS POST, AT TEXAS HIGHWAY DEPARTMENT BASE
 AO0435'LINE STATION 502 + 24.  A STANDARD DISK SET IN A 12 X 12 IN. CONCRETE
 AO0435'POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 AO0435
 AO0435                          STATION RECOVERY (1971)
 AO0435
 AO0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AO0435'MARK NOT FOUND.
 AO0435
 AO0435                          STATION RECOVERY (1982)
 AO0435
 AO0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0435'ONE BLOCK SOUTHWEST FROM THE POST OFFICE IN CARRIZO SPRINGS, THENCE
 AO0435'15.7 KM (9.75 MI) NORTHWEST ALONG U.S. HIGHWAY 277, AT TEXAS HIGHWAY
 AO0435'DEPARTMENT BASE LINE STATION 502+24, 23.2 METERS (76.0 FT) SOUTH OF
 AO0435'CENTERLINE OF HIGHWAY, 99.0 METERS (325.0 FT) EAST OF A RANCH ROAD
 AO0435'LEADING NORTH, 43.3 METERS (142.0 FT) WEST OF THE CENTER OF A CONCRETE
 AO0435'CULVERT, AND 0.3 METER (1.0 FT) SOUTH OF A FENCE.
 AO0435'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AO0435'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AO0435
 AO0435                          STATION RECOVERY (1997)
 AO0435
 AO0435'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0376 ***********************************************************************
 AO0376  DESIGNATION -  L 1088
 AO0376  PID         -  AO0376
 AO0376  STATE/COUNTY-  TX/DIMMIT
 AO0376  USGS QUAD   -  CATARINA (1982)
 AO0376
 AO0376                         *CURRENT SURVEY CONTROL
 AO0376  ___________________________________________________________________
 AO0376* NAD 83(1986)-  28 21 23.     (N)    099 36 55.     (W)     SCALED    
 AO0376* NAVD 88     -       152.419  (meters)     500.06   (feet)  ADJUSTED  
 AO0376  ___________________________________________________________________
 AO0376  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AO0376  DYNAMIC HT  -         152.187 (meters)     499.30  (feet)  COMP
 AO0376  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 AO0376
 AO0376  VERT ORDER  -  FIRST     CLASS II
 AO0376
 AO0376.The horizontal coordinates were scaled from a topographic map and have
 AO0376.an estimated accuracy of +/- 6 seconds.
 AO0376
 AO0376.The orthometric height was determined by differential leveling
 AO0376.and adjusted by the National Geodetic Survey in June 1991..
 AO0376
 AO0376.The geoid height was determined by GEOID03.
 AO0376
 AO0376.The dynamic height is computed by dividing the NAVD 88
 AO0376.geopotential number by the normal gravity value computed on the
 AO0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0376.degrees latitude (g = 980.6199 gals.).
 AO0376
 AO0376.The modeled gravity was interpolated from observed gravity values.
 AO0376
 AO0376;                    North         East    Units  Estimated Accuracy
 AO0376;SPC TXSC     - 4,058,130.      539,680.      MT  (+/- 180 meters Scaled)
 AO0376
 AO0376                          SUPERSEDED SURVEY CONTROL
 AO0376
 AO0376.No superseded survey control is available for this station.
 AO0376
 AO0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS397368(NAD 83)
 AO0376_MARKER: DB = BENCH MARK DISK
 AO0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AO0376_SP_SET: CULVERT
 AO0376_STAMPING: L 1088 1957
 AO0376_MARK LOGO: CGS   
 AO0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AO0376
 AO0376  HISTORY     - Date     Condition        Report By
 AO0376  HISTORY     - 1957     MONUMENTED       CGS
 AO0376  HISTORY     - 1976     GOOD             USGS
 AO0376  HISTORY     - 1982     GOOD             NGS
 AO0376  HISTORY     - 19970802 GOOD             USPSQD
 AO0376
 AO0376                          STATION DESCRIPTION
 AO0376
 AO0376'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 AO0376'0.35 MI NW FROM CATARINA.
 AO0376'0.35 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0376'CATARINA, AT THE WEST END OF ALONG CURVE IN THE OLD HIGHWAY, 18 FEET
 AO0376'SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE
 AO0376'EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 AO0376
 AO0376                          STATION RECOVERY (1982)
 AO0376
 AO0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0376'0.55 KM (0.35 MI) NORTHWEST ALONG OLD HIGHWAY 83 WHICH IS NOW AN
 AO0376'ABANDONED BLACK TOP ROAD LOCATED NORTH OF THE NEW HIGHWAY U.S. HIGHWAY
 AO0376'83 AT THE WEST END OF A LONG CURVE IN THE OLD HIGHWAY, SET IN TOP OF
 AO0376'THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 5.4 METERS
 AO0376'(18.0 FT) SOUTH OF CENTERLINE OF BLACK TOP ROAD, NOTE, A NEW HIGHWAY
 AO0376'HAS BEEN PUT IN, MARK IS LOCATED ON ABANDONED BLACKTOP ROAD NORTH OF
 AO0376'NEW HIGHWAY 83.
 AO0376
 AO0376                          STATION RECOVERY (1997)
 AO0376
 AO0376'RECOVERY NOTE BY US POWER SQUADRON 1997
 AO0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0337 ***********************************************************************
 AO0337  DESIGNATION -  L 1089
 AO0337  PID         -  AO0337
 AO0337  STATE/COUNTY-  TX/WEBB
 AO0337  USGS QUAD   -  TELEPHONE TANKS (1982)
 AO0337
 AO0337                         *CURRENT SURVEY CONTROL
 AO0337  ___________________________________________________________________
 AO0337* NAD 83(1986)-  28 03 28.     (N)    099 33 18.     (W)     SCALED    
 AO0337* NAVD 88     -       254.083  (meters)     833.60   (feet)  ADJUSTED  
 AO0337  ___________________________________________________________________
 AO0337  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AO0337  DYNAMIC HT  -         253.691 (meters)     832.32  (feet)  COMP
 AO0337  MODELED GRAV-     979,096.1   (mgal)                       NAVD 88
 AO0337
 AO0337  VERT ORDER  -  FIRST     CLASS II
 AO0337
 AO0337.The horizontal coordinates were scaled from a topographic map and have
 AO0337.an estimated accuracy of +/- 6 seconds.
 AO0337
 AO0337.The orthometric height was determined by differential leveling
 AO0337.and adjusted by the National Geodetic Survey in June 1991..
 AO0337
 AO0337.The geoid height was determined by GEOID03.
 AO0337
 AO0337.The dynamic height is computed by dividing the NAVD 88
 AO0337.geopotential number by the normal gravity value computed on the
 AO0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0337.degrees latitude (g = 980.6199 gals.).
 AO0337
 AO0337.The modeled gravity was interpolated from observed gravity values.
 AO0337
 AO0337;                    North         East    Units  Estimated Accuracy
 AO0337;SPC TX S     - 5,265,360.      196,280.      MT  (+/- 180 meters Scaled)
 AO0337
 AO0337                          SUPERSEDED SURVEY CONTROL
 AO0337
 AO0337  NGVD 29 (??/??/92)  254.108  (m)          833.69   (f) ADJ UNCH    1 2
 AO0337
 AO0337.Superseded values are not recommended for survey control.
 AO0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0337.See file dsdata.txt to determine how the superseded data were derived.
 AO0337
 AO0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS454037(NAD 83)
 AO0337_MARKER: DB = BENCH MARK DISK
 AO0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0337_STAMPING: L 1089 1957
 AO0337_MARK LOGO: CGS   
 AO0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0337+STABILITY: SURFACE MOTION
 AO0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0337+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 AO0337
 AO0337  HISTORY     - Date     Condition        Report By
 AO0337  HISTORY     - 1957     MONUMENTED       CGS
 AO0337  HISTORY     - 1982     GOOD             NGS
 AO0337  HISTORY     - 20020326 GOOD             USPSQD
 AO0337
 AO0337                          STATION DESCRIPTION
 AO0337
 AO0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AO0337'21.35 MI SE FROM CATARINA.
 AO0337'21.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 AO0337'CATARINA, 151 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29
 AO0337'FEET SOUTHEAST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER POST, 3 FEET
 AO0337'SOUTH OF A FENCE CORNER, 2.4 FEET SOUTHWEST OF A FENCE, 1.4 FEET
 AO0337'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 AO0337'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AO0337
 AO0337                          STATION RECOVERY (1982)
 AO0337
 AO0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AO0337'RECOVERED IN GOOD CONDITION.
 AO0337
 AO0337                          STATION RECOVERY (2002)
 AO0337
 AO0337'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AO0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1283 ***********************************************************************
 AY1283  DESIGNATION -  L 1090
 AY1283  PID         -  AY1283
 AY1283  STATE/COUNTY-  TX/UVALDE
 AY1283  USGS QUAD   -  HACIENDA (1960)
 AY1283
 AY1283                         *CURRENT SURVEY CONTROL
 AY1283  ___________________________________________________________________
 AY1283* NAD 83(1986)-  29 14 41.     (N)    099 59 35.     (W)     SCALED    
 AY1283* NAVD 88     -       315.925  (meters)    1036.50   (feet)  ADJUSTED  
 AY1283  ___________________________________________________________________
 AY1283  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AY1283  DYNAMIC HT  -         315.463 (meters)    1034.98  (feet)  COMP
 AY1283  MODELED GRAV-     979,173.5   (mgal)                       NAVD 88
 AY1283
 AY1283  VERT ORDER  -  FIRST     CLASS II
 AY1283
 AY1283.The horizontal coordinates were scaled from a topographic map and have
 AY1283.an estimated accuracy of +/- 6 seconds.
 AY1283
 AY1283.The orthometric height was determined by differential leveling
 AY1283.and adjusted by the National Geodetic Survey in June 1991..
 AY1283
 AY1283.The geoid height was determined by GEOID03.
 AY1283
 AY1283.The dynamic height is computed by dividing the NAVD 88
 AY1283.geopotential number by the normal gravity value computed on the
 AY1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1283.degrees latitude (g = 980.6199 gals.).
 AY1283
 AY1283.The modeled gravity was interpolated from observed gravity values.
 AY1283
 AY1283;                    North         East    Units  Estimated Accuracy
 AY1283;SPC TXSC     - 4,156,830.      503,480.      MT  (+/- 180 meters Scaled)
 AY1283
 AY1283                          SUPERSEDED SURVEY CONTROL
 AY1283
 AY1283  NGVD 29 (??/??/92)  315.805  (m)         1036.10   (f) ADJ UNCH    1 2
 AY1283
 AY1283.Superseded values are not recommended for survey control.
 AY1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1283.See file dsdata.txt to determine how the superseded data were derived.
 AY1283
 AY1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT035355(NAD 83)
 AY1283_MARKER: DB = BENCH MARK DISK
 AY1283_SETTING: 66 = SET IN ROCK OUTCROP
 AY1283_SP_SET: ROCK OUTCROP
 AY1283_STAMPING: L 1090 1957
 AY1283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1283+STABILITY: POSITION/ELEVATION WELL
 AY1283
 AY1283  HISTORY     - Date     Condition        Report By
 AY1283  HISTORY     - 1957     MONUMENTED       CGS
 AY1283  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1283  HISTORY     - 20031030 MARK NOT FOUND   USPSQD
 AY1283
 AY1283                          STATION DESCRIPTION
 AY1283
 AY1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1283'5.95 MI E FROM CLINE.
 AY1283'5.95 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1283'STATION AT CLINE, AT A PRIVATE ROAD CROSSING, 44.6 FEET NORTHEAST OF
 AY1283'THE NORTHEAST RAIL, 20 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE
 AY1283'DIRT ROAD, 10.5 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTHWEST
 AY1283'OF A WITNESS POST, 0.4 FOOT ABOVE THE GROUND, 2 FEET BELOW THE TOP OF
 AY1283'THE RAILS, SET IN THE TOP OF A ROCK OUTCROP.
 AY1283
 AY1283                          STATION RECOVERY (1982)
 AY1283
 AY1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1283'MARK NOT RECOVERED, APPEARS GRADED OUT WITH BULLDOZER.
 AY1283
 AY1283                          STATION RECOVERY (2003)
 AY1283
 AY1283'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 AY1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1320 ***********************************************************************
 AY1320  DESIGNATION -  L 1091
 AY1320  PID         -  AY1320
 AY1320  STATE/COUNTY-  TX/UVALDE
 AY1320  USGS QUAD   -  KNIPPA (1971)
 AY1320
 AY1320                         *CURRENT SURVEY CONTROL
 AY1320  ___________________________________________________________________
 AY1320* NAD 83(1986)-  29 16 08.     (N)    099 42 47.     (W)     SCALED    
 AY1320* NAVD 88     -       295.118  (meters)     968.23   (feet)  ADJUSTED  
 AY1320  ___________________________________________________________________
 AY1320  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AY1320  DYNAMIC HT  -         294.689 (meters)     966.83  (feet)  COMP
 AY1320  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 AY1320
 AY1320  VERT ORDER  -  FIRST     CLASS II
 AY1320
 AY1320.The horizontal coordinates were scaled from a topographic map and have
 AY1320.an estimated accuracy of +/- 6 seconds.
 AY1320
 AY1320.The orthometric height was determined by differential leveling
 AY1320.and adjusted by the National Geodetic Survey in June 1991..
 AY1320
 AY1320.The geoid height was determined by GEOID03.
 AY1320
 AY1320.The dynamic height is computed by dividing the NAVD 88
 AY1320.geopotential number by the normal gravity value computed on the
 AY1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1320.degrees latitude (g = 980.6199 gals.).
 AY1320
 AY1320.The modeled gravity was interpolated from observed gravity values.
 AY1320
 AY1320;                    North         East    Units  Estimated Accuracy
 AY1320;SPC TXSC     - 4,159,310.      530,710.      MT  (+/- 180 meters Scaled)
 AY1320
 AY1320                          SUPERSEDED SURVEY CONTROL
 AY1320
 AY1320  NGVD 29 (??/??/92)  294.983  (m)          967.79   (f) ADJ UNCH    1 2
 AY1320
 AY1320.Superseded values are not recommended for survey control.
 AY1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1320.See file dsdata.txt to determine how the superseded data were derived.
 AY1320
 AY1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT307379(NAD 83)
 AY1320_MARKER: DB = BENCH MARK DISK
 AY1320_SETTING: 66 = SET IN ROCK OUTCROP
 AY1320_SP_SET: ROCK OUTCROP
 AY1320_STAMPING: L 1091 1957
 AY1320_MARK LOGO: CGS   
 AY1320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1320+STABILITY: POSITION/ELEVATION WELL
 AY1320
 AY1320  HISTORY     - Date     Condition        Report By
 AY1320  HISTORY     - 1957     MONUMENTED       CGS
 AY1320  HISTORY     - 1982     GOOD             NGS
 AY1320  HISTORY     - 19880709 MARK NOT FOUND   USPSQD
 AY1320
 AY1320                          STATION DESCRIPTION
 AY1320
 AY1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1320'5.65 MI NE FROM UVALDE.
 AY1320'5.65 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1320'STATION AT UVALDE, 51.4 FEET NORTHEAST OF THE 11TH POLE SOUTHWEST OF
 AY1320'MILEPOST 295, IN LINE WITH A ROW OF TELEPHONE POLES, 41 FEET SOUTHEAST
 AY1320'OF THE SOUTHEAST RAIL, 87 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 AY1320'HIGHWAY 90, 0.3 MILE SOUTHWEST OF BENCH MARK BLUE 1944 AZIMUTH, 8 FEET
 AY1320'BELOW THE TOP OF THE RAILS, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 AY1320'FLAT ROCK OUTCROP.
 AY1320
 AY1320                          STATION RECOVERY (1982)
 AY1320
 AY1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1320'MARK RECOVERED THIS DATE, NOTE, 6.9 KM (4.25 MI) NORTHEAST ALONG STATE
 AY1320'ROUTE 2369 FROM THE JUNCTION OF SPUR 144 AND THE SOUTHERN PACIFIC
 AY1320'RAILROAD STATION IN UVALDE, THENCE 2.3 KM (1.4 MI) NORTHEAST ALONG
 AY1320'U.S. HIGHWAY 90, ALSO 0.48 KM (0.3 MI) SOUTHWEST OF A 6 CHANNEL BOX
 AY1320'CULVERT.
 AY1320'THE MARK IS 0.41 METERS  S FROM A WITNESS POST.
 AY1320
 AY1320                          STATION RECOVERY (1988)
 AY1320
 AY1320'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1221 ***********************************************************************
 AY1221  DESIGNATION -  L 1092
 AY1221  PID         -  AY1221
 AY1221  STATE/COUNTY-  TX/UVALDE
 AY1221  USGS QUAD   -  SABINAL (1970)
 AY1221
 AY1221                         *CURRENT SURVEY CONTROL
 AY1221  ___________________________________________________________________
 AY1221* NAD 83(1986)-  29 19 54.     (N)    099 24 36.     (W)     SCALED    
 AY1221* NAVD 88     -       293.634  (meters)     963.36   (feet)  ADJUSTED  
 AY1221  ___________________________________________________________________
 AY1221  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AY1221  DYNAMIC HT  -         293.207 (meters)     961.96  (feet)  COMP
 AY1221  MODELED GRAV-     979,182.6   (mgal)                       NAVD 88
 AY1221
 AY1221  VERT ORDER  -  FIRST     CLASS II
 AY1221
 AY1221.The horizontal coordinates were scaled from a topographic map and have
 AY1221.an estimated accuracy of +/- 6 seconds.
 AY1221
 AY1221.The orthometric height was determined by differential leveling
 AY1221.and adjusted by the National Geodetic Survey in June 1991..
 AY1221
 AY1221.The geoid height was determined by GEOID03.
 AY1221
 AY1221.The dynamic height is computed by dividing the NAVD 88
 AY1221.geopotential number by the normal gravity value computed on the
 AY1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1221.degrees latitude (g = 980.6199 gals.).
 AY1221
 AY1221.The modeled gravity was interpolated from observed gravity values.
 AY1221
 AY1221;                    North         East    Units  Estimated Accuracy
 AY1221;SPC TXSC     - 4,166,130.      560,180.      MT  (+/- 180 meters Scaled)
 AY1221
 AY1221                          SUPERSEDED SURVEY CONTROL
 AY1221
 AY1221  NGVD 29 (??/??/92)  293.385  (m)          962.55   (f) ADJ UNCH    1 2
 AY1221
 AY1221.Superseded values are not recommended for survey control.
 AY1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1221.See file dsdata.txt to determine how the superseded data were derived.
 AY1221
 AY1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT601448(NAD 83)
 AY1221_MARKER: DB = BENCH MARK DISK
 AY1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1221_STAMPING: L 1092 1957
 AY1221_MARK LOGO: CGS   
 AY1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1221+STABILITY: SURFACE MOTION
 AY1221
 AY1221  HISTORY     - Date     Condition        Report By
 AY1221  HISTORY     - 1957     MONUMENTED       CGS
 AY1221  HISTORY     - 1982     GOOD             NGS
 AY1221  HISTORY     - 1988     GOOD             USPSQD
 AY1221  HISTORY     - 20011113 GOOD             USPSQD
 AY1221
 AY1221                          STATION DESCRIPTION
 AY1221
 AY1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1221'3.5 MI E FROM SABINAL.
 AY1221'3.5 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1221'STATION AT SABINAL, 53 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 44
 AY1221'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 15 FEET EAST OF THE 2ND POLE
 AY1221'NORTHEAST OF MILEPOST 276, 25 FEET SOUTHWEST OF THE CENTER LINE OF A
 AY1221'TRACK ROAD, 3.5 FEET NORTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 AY1221'WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 AY1221'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 AY1221
 AY1221                          STATION RECOVERY (1982)
 AY1221
 AY1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1221'MARK RECOVERED THIS DATE, 6.1 KM (3.8 MI) EAST NORTHEAST ALONG A
 AY1221'GRAVEL ROAD AND THE RAILROAD SERVICE ROAD FROM THE CROSSING OF THE
 AY1221'SOUTHERN PACIFIC RAILROAD AND RANCH ROAD 187 IN SABINAL, SERVICE ROAD
 AY1221'PARALLELS RAILROAD ON THE SOUTH SIDE.
 AY1221
 AY1221                          STATION RECOVERY (1988)
 AY1221
 AY1221'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1221'RECOVERED IN GOOD CONDITION.
 AY1221
 AY1221                          STATION RECOVERY (2001)
 AY1221
 AY1221'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0110 ***********************************************************************
 AP0110  DESIGNATION -  L 1093
 AP0110  PID         -  AP0110
 AP0110  STATE/COUNTY-  TX/MAVERICK
 AP0110  USGS QUAD   -  PALOMA (1974)
 AP0110
 AP0110                         *CURRENT SURVEY CONTROL
 AP0110  ___________________________________________________________________
 AP0110* NAD 83(1986)-  28 56 58.     (N)    100 23 59.     (W)     SCALED    
 AP0110* NAVD 88     -       267.524  (meters)     877.70   (feet)  ADJUSTED  
 AP0110  ___________________________________________________________________
 AP0110  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 AP0110  DYNAMIC HT  -         267.130 (meters)     876.41  (feet)  COMP
 AP0110  MODELED GRAV-     979,166.3   (mgal)                       NAVD 88
 AP0110
 AP0110  VERT ORDER  -  FIRST     CLASS II
 AP0110
 AP0110.The horizontal coordinates were scaled from a topographic map and have
 AP0110.an estimated accuracy of +/- 6 seconds.
 AP0110
 AP0110.The orthometric height was determined by differential leveling
 AP0110.and adjusted by the National Geodetic Survey in June 1991..
 AP0110
 AP0110.The geoid height was determined by GEOID03.
 AP0110
 AP0110.The dynamic height is computed by dividing the NAVD 88
 AP0110.geopotential number by the normal gravity value computed on the
 AP0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0110.degrees latitude (g = 980.6199 gals.).
 AP0110
 AP0110.The modeled gravity was interpolated from observed gravity values.
 AP0110
 AP0110;                    North         East    Units  Estimated Accuracy
 AP0110;SPC TXSC     - 4,124,510.      463,570.      MT  (+/- 180 meters Scaled)
 AP0110
 AP0110                          SUPERSEDED SURVEY CONTROL
 AP0110
 AP0110  NGVD 29 (??/??/92)  267.379  (m)          877.23   (f) ADJ UNCH    1 2
 AP0110
 AP0110.Superseded values are not recommended for survey control.
 AP0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AP0110.See file dsdata.txt to determine how the superseded data were derived.
 AP0110
 AP0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT635031(NAD 83)
 AP0110_MARKER: DB = BENCH MARK DISK
 AP0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AP0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AP0110_STAMPING: L 1093 1957
 AP0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AP0110+STABILITY: SURFACE MOTION
 AP0110
 AP0110  HISTORY     - Date     Condition        Report By
 AP0110  HISTORY     - 1957     MONUMENTED       CGS
 AP0110
 AP0110                          STATION DESCRIPTION
 AP0110
 AP0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AP0110'15.7 MI S FROM SPOFFORD.
 AP0110'15.7 MILES SOUTH ALOJG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AP0110'STATION AT SPOFFORD, 16 RAILS SOUTH OF TRESTLE 14.89, 87.7 FEET WEST
 AP0110'OF MILEPOST 15, 49.5 FEET WEST OF THE WEST RAIL, 2 FEET WEST OF A
 AP0110'FENCE, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AP0110'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0891 ***********************************************************************
 AY0891  DESIGNATION -  L 1094
 AY0891  PID         -  AY0891
 AY0891  STATE/COUNTY-  TX/BEXAR
 AY0891  USGS QUAD   -  LA COSTE (1982)
 AY0891
 AY0891                         *CURRENT SURVEY CONTROL
 AY0891  ___________________________________________________________________
 AY0891* NAD 83(1986)-  29 19 15.     (N)    098 46 49.     (W)     SCALED    
 AY0891* NAVD 88     -       209.945  (meters)     688.79   (feet)  ADJUSTED  
 AY0891  ___________________________________________________________________
 AY0891  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 AY0891  DYNAMIC HT  -         209.642 (meters)     687.80  (feet)  COMP
 AY0891  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 AY0891
 AY0891  VERT ORDER  -  FIRST     CLASS II
 AY0891
 AY0891.The horizontal coordinates were scaled from a topographic map and have
 AY0891.an estimated accuracy of +/- 6 seconds.
 AY0891
 AY0891.The orthometric height was determined by differential leveling
 AY0891.and adjusted by the National Geodetic Survey in June 1991..
 AY0891
 AY0891.The geoid height was determined by GEOID03.
 AY0891
 AY0891.The dynamic height is computed by dividing the NAVD 88
 AY0891.geopotential number by the normal gravity value computed on the
 AY0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0891.degrees latitude (g = 980.6199 gals.).
 AY0891
 AY0891.The modeled gravity was interpolated from observed gravity values.
 AY0891
 AY0891;                    North         East    Units  Estimated Accuracy
 AY0891;SPC TXSC     - 4,164,870.      621,340.      MT  (+/- 180 meters Scaled)
 AY0891
 AY0891                          SUPERSEDED SURVEY CONTROL
 AY0891
 AY0891  NGVD 29 (??/??/92)  209.816  (m)          688.37   (f) ADJ UNCH    1 2
 AY0891
 AY0891.Superseded values are not recommended for survey control.
 AY0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0891.See file dsdata.txt to determine how the superseded data were derived.
 AY0891
 AY0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT213435(NAD 83)
 AY0891_MARKER: DB = BENCH MARK DISK
 AY0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0891_STAMPING: L 1094 1957
 AY0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0891+STABILITY: SURFACE MOTION
 AY0891
 AY0891  HISTORY     - Date     Condition        Report By
 AY0891  HISTORY     - 1957     MONUMENTED       CGS
 AY0891  HISTORY     - 19991001 GOOD             USPSQD
 AY0891  HISTORY     - 20020218 GOOD             USPSQD
 AY0891
 AY0891                          STATION DESCRIPTION
 AY0891
 AY0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY0891'2.4 MI NE FROM LACOSTE.
 AY0891'2.4 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0891'STATION AT LACOSTE, 4 POLES NORTHEAST OF MILEPOST 232, 81 FEET WEST OF
 AY0891'THE CENTER OF A ROAD CROSSING, 43 FEET NORTHWEST OF THE NORTHWEST
 AY0891'RAIL, 34 FEET SOUTHWEST OF A POWER POLE, 1.6 FEET SOUTHEAST OF A
 AY0891'FENCE, 2 FEET NORTHEAST OF A WITNESS POST, 1.1 MILES WEST OF BENCH
 AY0891'MARK K 1094, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 AY0891'ABOVE THE GROUND.
 AY0891
 AY0891                          STATION RECOVERY (1999)
 AY0891
 AY0891'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0891'RECOVERED IN GOOD CONDITION.
 AY0891
 AY0891                          STATION RECOVERY (2002)
 AY0891
 AY0891'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0148 ***********************************************************************
 BB0148  DESIGNATION -  L 1095
 BB0148  PID         -  BB0148
 BB0148  STATE/COUNTY-  TX/PRESIDIO
 BB0148  USGS QUAD   -  PRESIDIO WEST (1979)
 BB0148
 BB0148                         *CURRENT SURVEY CONTROL
 BB0148  ___________________________________________________________________
 BB0148* NAD 83(1986)-  29 34 46.     (N)    104 24 31.     (W)     SCALED    
 BB0148* NAVD 88     -       783.584  (meters)    2570.81   (feet)  ADJUSTED  
 BB0148  ___________________________________________________________________
 BB0148  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 BB0148  DYNAMIC HT  -         782.314 (meters)    2566.64  (feet)  COMP
 BB0148  MODELED GRAV-     978,997.2   (mgal)                       NAVD 88
 BB0148
 BB0148  VERT ORDER  -  SECOND    CLASS 0
 BB0148
 BB0148.The horizontal coordinates were scaled from a topographic map and have
 BB0148.an estimated accuracy of +/- 6 seconds.
 BB0148
 BB0148.The orthometric height was determined by differential leveling
 BB0148.and adjusted by the National Geodetic Survey in June 1991..
 BB0148
 BB0148.The geoid height was determined by GEOID03.
 BB0148
 BB0148.The dynamic height is computed by dividing the NAVD 88
 BB0148.geopotential number by the normal gravity value computed on the
 BB0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0148.degrees latitude (g = 980.6199 gals.).
 BB0148
 BB0148.The modeled gravity was interpolated from observed gravity values.
 BB0148
 BB0148;                    North         East    Units  Estimated Accuracy
 BB0148;SPC TXSC     - 4,205,630.       76,210.      MT  (+/- 180 meters Scaled)
 BB0148
 BB0148                          SUPERSEDED SURVEY CONTROL
 BB0148
 BB0148  NGVD 29 (??/??/92)  783.184  (m)         2569.50   (f) ADJ UNCH    2 0
 BB0148
 BB0148.Superseded values are not recommended for survey control.
 BB0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0148.See file dsdata.txt to determine how the superseded data were derived.
 BB0148
 BB0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN572723(NAD 83)
 BB0148_MARKER: DB = BENCH MARK DISK
 BB0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0148_SP_SET: MONUMENT
 BB0148_STAMPING: L 1095 1973
 BB0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0148
 BB0148  HISTORY     - Date     Condition        Report By
 BB0148  HISTORY     - 1973     MONUMENTED       NGS
 BB0148
 BB0148                          STATION DESCRIPTION
 BB0148
 BB0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BB0148'2.5 MI WNW FROM PRESIDIO.
 BB0148'TO REACH FROM THE POST OFFICE IN PRESIDIO GO WESTERLY ON FARM ROAD 170
 BB0148'FOR 3.3 MILE TO A IRON GATE ON THE LEFT AND A DRIVEWAY LEADING TO A
 BB0148'RANCH, TURN LEFT PASSING THROUGH GATE AND GO SOUTH ON DRIVEWAY FOR
 BB0148'0.15 MILE TO RANCH, CONTINUE SOUTH ON DIRT ROAD FOR 0.65 MILE TO A
 BB0148'GATE, PASS THROUGH GATE AND GO SOUTHERLY ON DIRT FIELD ROAD FOR 0.3
 BB0148'MILE TO A GATE, PASS THROUGH GATE, CROSSING OVER A CANAL, AND CONTINUE
 BB0148'SOUTHERLY ON FILED ROAD FOR 0.1 MILE TO A FIELD ROAD ON THE LEFT, TURN
 BB0148'LEFT AND GO EAST FOR 0.4 MILE TO A T-ROAD, TURN RIGHT AND GO SOUTH FOR
 BB0148'ABOUT 150 FEET TO A FENCE CORNER ON THE LEFT, 18 FEET EAST OF THE
 BB0148'APPROXIMATE CENTER OF THE ROAD LEADING NORTH, 2.0 FEET NORTHEAST OF A
 BB0148'FENCE CORNER POST, AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE
 BB0148'MONUMENT THAT PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0562 ***********************************************************************
 BP0562  DESIGNATION -  L 1096
 BP0562  PID         -  BP0562
 BP0562  STATE/COUNTY-  TX/JEFF DAVIS
 BP0562  USGS QUAD   -  FORT DAVIS SE (1972)
 BP0562
 BP0562                         *CURRENT SURVEY CONTROL
 BP0562  ___________________________________________________________________
 BP0562* NAD 83(1986)-  30 32 51.     (N)    103 51 42.     (W)     SCALED    
 BP0562* NAVD 88     -      1493.042  (meters)    4898.42   (feet)  ADJUSTED  
 BP0562  ___________________________________________________________________
 BP0562  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 BP0562  DYNAMIC HT  -        1490.605 (meters)    4890.43  (feet)  COMP
 BP0562  MODELED GRAV-     978,955.8   (mgal)                       NAVD 88
 BP0562  OBS GRAVITY -     978,954.5   (mgal)                       GRAV_OBS
 BP0562
 BP0562  VERT ORDER  -  FIRST     CLASS I
 BP0562
 BP0562.The horizontal coordinates were scaled from a topographic map and have
 BP0562.an estimated accuracy of +/- 6 seconds.
 BP0562
 BP0562.The orthometric height was determined by differential leveling
 BP0562.and adjusted by the National Geodetic Survey in June 1991..
 BP0562
 BP0562.The geoid height was determined by GEOID03.
 BP0562
 BP0562.The dynamic height is computed by dividing the NAVD 88
 BP0562.geopotential number by the normal gravity value computed on the
 BP0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0562.degrees latitude (g = 980.6199 gals.).
 BP0562
 BP0562.The modeled gravity was interpolated from observed gravity values.
 BP0562.The observed gravity was obtained from relative gravimeter ties
 BP0562.to the IGSN71 gravity network.
 BP0562
 BP0562;                    North         East    Units  Estimated Accuracy
 BP0562;SPC TX C     - 3,103,010.      361,540.      MT  (+/- 180 meters Scaled)
 BP0562
 BP0562                          SUPERSEDED SURVEY CONTROL
 BP0562
 BP0562  NGVD 29 (??/??/92) 1492.519  (m)         4896.71   (f) ADJ UNCH    1 1
 BP0562
 BP0562.Superseded values are not recommended for survey control.
 BP0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0562.See file dsdata.txt to determine how the superseded data were derived.
 BP0562
 BP0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP091800(NAD 83)
 BP0562_MARKER: DB = BENCH MARK DISK
 BP0562_SETTING: 66 = SET IN ROCK OUTCROP
 BP0562_SP_SET: ROCK OUTCROP
 BP0562_STAMPING: L 1096 1977
 BP0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0562+STABILITY: POSITION/ELEVATION WELL
 BP0562
 BP0562  HISTORY     - Date     Condition        Report By
 BP0562  HISTORY     - 1977     MONUMENTED       NGS
 BP0562  HISTORY     - 1988     GOOD             USPSQD
 BP0562  HISTORY     - 1989     GOOD             USPSQD
 BP0562  HISTORY     - 19961007 GOOD             USPSQD
 BP0562  HISTORY     - 20030322 GOOD             USPSQD
 BP0562
 BP0562                          STATION DESCRIPTION
 BP0562
 BP0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0562'3.4 MI SE FROM FORT DAVIS.
 BP0562'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0562'COURTHOUSE AT FORT DAVIS, 0.2 MILES NORTHEAST OF THE JUNCTION OF
 BP0562'A TRACK ROAD LEADING, NORTHEAST, ON THE INSIDE OF A CURVE, IN TOP
 BP0562'OF AND ON THE SOUTHWEST SLOPE OF A SMALL OUTCROP, 36.5 FT.
 BP0562'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12.6 FT.
 BP0562'SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE, 80 FT.
 BP0562'SOUTHEAST OF A LONE OAK BUSH WHICH IS ON THE HIGHWAY RIGHT-OF
 BP0562'WAY
 BP0562
 BP0562                          STATION RECOVERY (1988)
 BP0562
 BP0562'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0562'RECOVERED IN GOOD CONDITION.
 BP0562
 BP0562                          STATION RECOVERY (1989)
 BP0562
 BP0562'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0562'RECOVERED IN GOOD CONDITION.
 BP0562
 BP0562                          STATION RECOVERY (1996)
 BP0562
 BP0562'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0562'RECOVERED IN GOOD CONDITION.
 BP0562
 BP0562                          STATION RECOVERY (2003)
 BP0562
 BP0562'RECOVERY NOTE BY US POWER SQUADRON 2003 (WKG)
 BP0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0572 ***********************************************************************
 BP0572  DESIGNATION -  L 1097
 BP0572  PID         -  BP0572
 BP0572  STATE/COUNTY-  TX/JEFF DAVIS
 BP0572  USGS QUAD   -  FORT DAVIS (1972)
 BP0572
 BP0572                         *CURRENT SURVEY CONTROL
 BP0572  ___________________________________________________________________
 BP0572* NAD 83(1986)-  30 36 23.     (N)    103 56 24.     (W)     SCALED    
 BP0572* NAVD 88     -      1521.411  (meters)    4991.50   (feet)  ADJUSTED  
 BP0572  ___________________________________________________________________
 BP0572  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BP0572  DYNAMIC HT  -        1518.909 (meters)    4983.29  (feet)  COMP
 BP0572  MODELED GRAV-     978,943.2   (mgal)                       NAVD 88
 BP0572  OBS GRAVITY -     978,942.8   (mgal)                       GRAV_OBS
 BP0572
 BP0572  VERT ORDER  -  FIRST     CLASS I
 BP0572
 BP0572.The horizontal coordinates were scaled from a topographic map and have
 BP0572.an estimated accuracy of +/- 6 seconds.
 BP0572
 BP0572.The orthometric height was determined by differential leveling
 BP0572.and adjusted by the National Geodetic Survey in June 1991..
 BP0572
 BP0572.The geoid height was determined by GEOID03.
 BP0572
 BP0572.The dynamic height is computed by dividing the NAVD 88
 BP0572.geopotential number by the normal gravity value computed on the
 BP0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0572.degrees latitude (g = 980.6199 gals.).
 BP0572
 BP0572.The modeled gravity was interpolated from observed gravity values.
 BP0572.The observed gravity was obtained from relative gravimeter ties
 BP0572.to the IGSN71 gravity network.
 BP0572
 BP0572;                    North         East    Units  Estimated Accuracy
 BP0572;SPC TX C     - 3,109,780.      354,240.      MT  (+/- 180 meters Scaled)
 BP0572
 BP0572                          SUPERSEDED SURVEY CONTROL
 BP0572
 BP0572  NGVD 29 (??/??/92) 1520.844  (m)         4989.64   (f) ADJ UNCH    1 1
 BP0572
 BP0572.Superseded values are not recommended for survey control.
 BP0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0572.See file dsdata.txt to determine how the superseded data were derived.
 BP0572
 BP0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP016864(NAD 83)
 BP0572_MARKER: DB = BENCH MARK DISK
 BP0572_SETTING: 66 = SET IN ROCK OUTCROP
 BP0572_SP_SET: ROCK OUTCROP
 BP0572_STAMPING: L 1097 1977
 BP0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0572+STABILITY: POSITION/ELEVATION WELL
 BP0572
 BP0572  HISTORY     - Date     Condition        Report By
 BP0572  HISTORY     - 1977     MONUMENTED       NGS
 BP0572  HISTORY     - 1988     GOOD             USPSQD
 BP0572  HISTORY     - 19961007 GOOD             USPSQD
 BP0572  HISTORY     - 20030322 GOOD             USPSQD
 BP0572
 BP0572                          STATION DESCRIPTION
 BP0572
 BP0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BP0572'4.85 MI NW FROM FORT DAVIS.
 BP0572'ABOUT 4.85 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BP0572'COURTHOUSE AT FORT DAVIS, 95 FT. SOUTHWEST AND ACROSS THE HIGHWAY
 BP0572'FROM A TELEPHONE POLE, 60 FT. WEST OF THE CENTER LINE OF THE
 BP0572'HIGHWAY, 45 FT. EAST OF THE RIGHT-OF-WAY FENCE, 45 FT. NORTHWEST
 BP0572'OF THE WEST END OF A THREE PIPE CULVERT.
 BP0572
 BP0572                          STATION RECOVERY (1988)
 BP0572
 BP0572'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BP0572'RECOVERED IN GOOD CONDITION.
 BP0572
 BP0572                          STATION RECOVERY (1996)
 BP0572
 BP0572'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0572'RECOVERED IN GOOD CONDITION.
 BP0572
 BP0572                          STATION RECOVERY (2003)
 BP0572
 BP0572'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 BP0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0322 ***********************************************************************
 BQ0322  DESIGNATION -  L 1098
 BQ0322  PID         -  BQ0322
 BQ0322  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0322  USGS QUAD   -  MOUNT LOCKE (1978)
 BQ0322
 BQ0322                         *CURRENT SURVEY CONTROL
 BQ0322  ___________________________________________________________________
 BQ0322* NAD 83(1986)-  30 40 52.     (N)    104 01 40.     (W)     SCALED    
 BQ0322* NAVD 88     -      1884.948  (meters)    6184.20   (feet)  ADJUSTED  
 BQ0322  ___________________________________________________________________
 BQ0322  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 BQ0322  DYNAMIC HT  -        1881.736 (meters)    6173.66  (feet)  COMP
 BQ0322  MODELED GRAV-     978,868.9   (mgal)                       NAVD 88
 BQ0322  OBS GRAVITY -     978,865.9   (mgal)                       GRAV_OBS
 BQ0322
 BQ0322  VERT ORDER  -  FIRST     CLASS I
 BQ0322
 BQ0322.The horizontal coordinates were scaled from a topographic map and have
 BQ0322.an estimated accuracy of +/- 6 seconds.
 BQ0322
 BQ0322.The orthometric height was determined by differential leveling
 BQ0322.and adjusted by the National Geodetic Survey in June 1991..
 BQ0322
 BQ0322.The geoid height was determined by GEOID03.
 BQ0322
 BQ0322.The dynamic height is computed by dividing the NAVD 88
 BQ0322.geopotential number by the normal gravity value computed on the
 BQ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0322.degrees latitude (g = 980.6199 gals.).
 BQ0322
 BQ0322.The modeled gravity was interpolated from observed gravity values.
 BQ0322.The observed gravity was obtained from relative gravimeter ties
 BQ0322.to the IGSN71 gravity network.
 BQ0322
 BQ0322;                    North         East    Units  Estimated Accuracy
 BQ0322;SPC TX C     - 3,118,330.      346,100.      MT  (+/- 180 meters Scaled)
 BQ0322
 BQ0322                          SUPERSEDED SURVEY CONTROL
 BQ0322
 BQ0322  NGVD 29 (??/??/92) 1884.276  (m)         6182.00   (f) ADJ UNCH    1 1
 BQ0322
 BQ0322.Superseded values are not recommended for survey control.
 BQ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0322.See file dsdata.txt to determine how the superseded data were derived.
 BQ0322
 BQ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP931946(NAD 83)
 BQ0322_MARKER: DB = BENCH MARK DISK
 BQ0322_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0322_SP_SET: ROCK OUTCROP
 BQ0322_STAMPING: L 1098 1977
 BQ0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0322+STABILITY: POSITION/ELEVATION WELL
 BQ0322
 BQ0322  HISTORY     - Date     Condition        Report By
 BQ0322  HISTORY     - 1977     MONUMENTED       NGS
 BQ0322  HISTORY     - 1989     GOOD             USPSQD
 BQ0322  HISTORY     - 19961007 GOOD             USPSQD
 BQ0322  HISTORY     - 20030322 GOOD             USPSQD
 BQ0322
 BQ0322                          STATION DESCRIPTION
 BQ0322
 BQ0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BQ0322'15.05 MI NW FROM FORT DAVIS.
 BQ0322'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE COUNTY
 BQ0322'COURTHOUSE AT FORT DAVIS, AT THE JUNCTION OF HIGHWAYS 118 AND
 BQ0322'SPUR 78, 209 FT. SOUTHEAST OF THE SOUTHEAST TIP OF THE INTERSECTION
 BQ0322'TRIANGLE 24 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 51 FT.
 BQ0322'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 BQ0322
 BQ0322                          STATION RECOVERY (1989)
 BQ0322
 BQ0322'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0322'RECOVERED IN GOOD CONDITION.
 BQ0322
 BQ0322                          STATION RECOVERY (1996)
 BQ0322
 BQ0322'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0322'RECOVERED IN GOOD CONDITION.
 BQ0322
 BQ0322                          STATION RECOVERY (2003)
 BQ0322
 BQ0322'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BQ0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0113 ***********************************************************************
 AZ0113  DESIGNATION -  L 1099
 AZ0113  PID         -  AZ0113
 AZ0113  STATE/COUNTY-  TX/VAL VERDE
 AZ0113  USGS QUAD   -  DEL RIO SW (1972)
 AZ0113
 AZ0113                         *CURRENT SURVEY CONTROL
 AZ0113  ___________________________________________________________________
 AZ0113* NAD 83(1993)-  29 22 11.41837(N)    100 55 06.37534(W)     ADJUSTED  
 AZ0113* NAVD 88     -       302.229  (meters)     991.56   (feet)  ADJUSTED  
 AZ0113  ___________________________________________________________________
 AZ0113  X           -  -1,053,713.305 (meters)                     COMP
 AZ0113  Y           -  -5,462,388.513 (meters)                     COMP
 AZ0113  Z           -   3,109,826.701 (meters)                     COMP
 AZ0113  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AZ0113  ELLIP HEIGHT-         279.50  (meters)          (10/24/00) GPS OBS
 AZ0113  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 AZ0113  DYNAMIC HT  -         301.789 (meters)     990.12  (feet)  COMP
 AZ0113  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 AZ0113
 AZ0113  HORZ ORDER  -  FIRST
 AZ0113  VERT ORDER  -  FIRST     CLASS II
 AZ0113  ELLP ORDER  -  FOURTH    CLASS II
 AZ0113
 AZ0113.This mark is at Del Rio Intl (DRT) Airport (DRT)
 AZ0113
 AZ0113.The horizontal coordinates were established by GPS observations
 AZ0113.and adjusted by the National Geodetic Survey in February 1996..
 AZ0113
 AZ0113.The orthometric height was determined by differential leveling
 AZ0113.and adjusted by the National Geodetic Survey in June 1991..
 AZ0113.WARNING-GPS observations at this control monument resulted in a GPS
 AZ0113.derived orthometric height which differed from the leveled height by
 AZ0113.more than one decimeter (0.1 meter).
 AZ0113
 AZ0113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AZ0113
 AZ0113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AZ0113
 AZ0113.The ellipsoidal height was determined by GPS observations
 AZ0113.and is referenced to NAD 83.
 AZ0113
 AZ0113.The geoid height was determined by GEOID03.
 AZ0113
 AZ0113.The dynamic height is computed by dividing the NAVD 88
 AZ0113.geopotential number by the normal gravity value computed on the
 AZ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0113.degrees latitude (g = 980.6199 gals.).
 AZ0113
 AZ0113.The modeled gravity was interpolated from observed gravity values.
 AZ0113
 AZ0113;                    North         East     Units Scale Factor Converg.
 AZ0113;SPC TXSC     - 4,171,812.760   413,772.622   MT  0.99986343   -0 56 23.5
 AZ0113;SPC TXSC     -13,687,022.36  1,357,519.01   sFT  0.99986343   -0 56 23.5
 AZ0113;UTM  14      - 3,250,490.931   313,795.149   MT  1.00002784   -0 56 28.2
 AZ0113
 AZ0113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AZ0113!SPC TXSC     -   0.99995610  x   0.99986343  =   0.99981954
 AZ0113!UTM  14      -   0.99995610  x   1.00002784  =   0.99998394
 AZ0113
 AZ0113                          SUPERSEDED SURVEY CONTROL
 AZ0113
 AZ0113  ELLIP H (02/20/96)  279.64   (m)                       GP(       ) 1 1
 AZ0113  NGVD 29 (??/??/92)  302.173  (m)          991.38   (f) ADJ UNCH    1 2
 AZ0113
 AZ0113.Superseded values are not recommended for survey control.
 AZ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0113.See file dsdata.txt to determine how the superseded data were derived.
 AZ0113
 AZ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT1379550491(NAD 83)
 AZ0113_MARKER: DB = BENCH MARK DISK
 AZ0113_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AZ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0113_STAMPING: L 1099 1957
 AZ0113_MARK LOGO: CGS   
 AZ0113_PROJECTION: FLUSH
 AZ0113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AZ0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AZ0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0113+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 AZ0113
 AZ0113  HISTORY     - Date     Condition        Report By
 AZ0113  HISTORY     - 1957     MONUMENTED       CGS
 AZ0113  HISTORY     - 1982     GOOD             NGS
 AZ0113  HISTORY     - 1982     GOOD             USGS
 AZ0113  HISTORY     - 19860615 GOOD             NGS
 AZ0113  HISTORY     - 19950504 GOOD             NGS
 AZ0113  HISTORY     - 20051207 GOOD             NGS
 AZ0113
 AZ0113                          STATION DESCRIPTION
 AZ0113
 AZ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AZ0113'IN DE RIO.
 AZ0113'ABOUT 0.45 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0113'STATION AT DEL RIO, THENCE 0.7 MILE NORTH ALONG AVENUE T, THENCE 0.3
 AZ0113'MILE WEST ALONG A DIRT ROAD, AT THE EAST ENTRANCE TO DEL RIO AIRPORT,
 AZ0113'109 FEET NORTH OF THE CENTER OF THE ENTRANCE, 182 FEET SOUTHEAST OF
 AZ0113'THE SOUTHEAST CORNER OF A SHEET METAL HANGAR, 74 FEET NORTH OF A
 AZ0113'TRANSFORMER POLE, 2 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET SOUTH OF
 AZ0113'A WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH
 AZ0113'PROJECTS 0.5 FOOT.
 AZ0113
 AZ0113                          STATION RECOVERY (1982)
 AZ0113
 AZ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0113'RECOVERED IN GOOD CONDITION, THE RAILROAD STATION IS NOW THE SOUTHERN
 AZ0113'PACIFIC.
 AZ0113
 AZ0113                          STATION RECOVERY (1982)
 AZ0113
 AZ0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 AZ0113'RECOVERED IN GOOD CONDITION.
 AZ0113
 AZ0113                          STATION RECOVERY (1986)
 AZ0113
 AZ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AZ0113'THIS STATION IS LOCATED ON THE EAST SIDE OF THE AIRPORT IN A GRASSY
 AZ0113'AREA NEAR THE AIRPORT ENTRANCE ROAD.  IT IS 68.20 FT (20.79 M) N OF A
 AZ0113'TRANSFORMER POLE, 114.44 FT (34.88 M) E OF A PK NAIL IN A POWER POLE
 AZ0113'(THE NAIL AND WASHER IS 1 FOOT (0.3 M) ABOVE GROUND) , AND 18.22 FT
 AZ0113'(5.55 M) SW OF A WATER SPIGOT.  THE WATER SPIGOT IS THE CENTER ONE OF
 AZ0113'THREE AND ALL THREE ARE SURROUNDED BY FOUR YELLOW METAL POSTS ABOUT
 AZ0113'ONE FOOT HIGH.  THE MARK IS A USCGS BM DISK SET IN THE TOP OF A
 AZ0113'CONCRETE POST AND IS FLUSH WITH THE GROUND.  IT IS STAMPED L 1099
 AZ0113'1957.
 AZ0113
 AZ0113                          STATION RECOVERY (1995)
 AZ0113
 AZ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AZ0113'THE STATION IS LOCATED IN THE SOUTHWEST SIDE OF DEL RIO ON THE DEL RIO
 AZ0113'INTERNATIONAL AIRPORT, ON THE EAST SIDE OF THE AIRPORT, IN A GRASSY
 AZ0113'AREA ON THE SOUTHWEST SIDE OF THE AIRPORT ENTRANCE ROAD.
 AZ0113'OWNERSHIP--DEL RIO/VAL VERDE CITY, JESSE VELAZQUEZ, AIRPORT
 AZ0113'SUPERVISOR, 114 WEST MARTIN STREET, DEL RIO TX 78840, PHONE 210 774
 AZ0113'8531.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 90
 AZ0113'AND EAST 10TH STREET IN DEL RIO, GO SOUTHWEST THEN NORTHWEST ALONG
 AZ0113'10TH STREET 1.68 KM (1.05 MI) TO THE GRASSY AREA NORTHEAST OF THE MOST
 AZ0113'SOUTHEASTLY SERVICE HANGAR.  THE STATION IS 44.8 M (147.0 FT)
 AZ0113'SOUTHWEST OF THE CENTER OF THE STREET, 41.9 M (137.5 FT) SOUTH OF A
 AZ0113'UTILITY POLE, 33.7 M (110.6 FT) NORTHEAST OF A CHAIN-LINK FENCE, IN
 AZ0113'LINE WITH THE NORTHWEST SIDE OF THE SERVICE HANGAR, 19.9 M (65.3 FT)
 AZ0113'NORTH OF A UTILITY POLE WITH 2 TRANSFORMERS AND 6 GUY CABLES, AND THE
 AZ0113'MONUMENT IS PROJECTING 0.05 M.  (0.16 FT) BY DEB
 AZ0113
 AZ0113                          STATION RECOVERY (2005)
 AZ0113
 AZ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DMM)
 AZ0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0041 ***********************************************************************
 CT0041  DESIGNATION -  L 11
 CT0041  PID         -  CT0041
 CT0041  STATE/COUNTY-  TX/PALO PINTO
 CT0041  USGS QUAD   -  STRAWN EAST (1984)
 CT0041
 CT0041                         *CURRENT SURVEY CONTROL
 CT0041  ___________________________________________________________________
 CT0041* NAD 83(1986)-  32 32 29.     (N)    098 24 22.     (W)     SCALED    
 CT0041* NAVD 88     -       291.533  (meters)     956.47   (feet)  ADJUSTED  
 CT0041  ___________________________________________________________________
 CT0041  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CT0041  DYNAMIC HT  -         291.170 (meters)     955.28  (feet)  COMP
 CT0041  MODELED GRAV-     979,387.0   (mgal)                       NAVD 88
 CT0041
 CT0041  VERT ORDER  -  FIRST     CLASS II
 CT0041
 CT0041.The horizontal coordinates were scaled from a topographic map and have
 CT0041.an estimated accuracy of +/- 6 seconds.
 CT0041
 CT0041.The orthometric height was determined by differential leveling
 CT0041.and adjusted by the National Geodetic Survey in June 1991..
 CT0041
 CT0041.The geoid height was determined by GEOID03.
 CT0041
 CT0041.The dynamic height is computed by dividing the NAVD 88
 CT0041.geopotential number by the normal gravity value computed on the
 CT0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0041.degrees latitude (g = 980.6199 gals.).
 CT0041
 CT0041.The modeled gravity was interpolated from observed gravity values.
 CT0041
 CT0041;                    North         East    Units  Estimated Accuracy
 CT0041;SPC TXNC     - 2,097,000.      608,820.      MT  (+/- 180 meters Scaled)
 CT0041
 CT0041                          SUPERSEDED SURVEY CONTROL
 CT0041
 CT0041  NGVD 29 (??/??/92)  291.432  (m)          956.14   (f) ADJ UNCH    1 2
 CT0041
 CT0041.Superseded values are not recommended for survey control.
 CT0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0041.See file dsdata.txt to determine how the superseded data were derived.
 CT0041
 CT0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB557006(NAD 83)
 CT0041_MARKER: Z = SEE DESCRIPTION
 CT0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0041_SP_SET: STONE
 CT0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0041+STABILITY: SURFACE MOTION
 CT0041
 CT0041  HISTORY     - Date     Condition        Report By
 CT0041  HISTORY     - UNK      MONUMENTED       CGS
 CT0041  HISTORY     - 1956     GOOD             NGS
 CT0041  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0041  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0041  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0041
 CT0041                          STATION DESCRIPTION
 CT0041
 CT0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0041'0.9 MI E FROM MINGUS.
 CT0041'0.9 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CT0041'MINGUS, 7 RAILS WEST OF THE WEST END OF TRESTLE 320.8, 191.8 FEET
 CT0041'NORTH OF THE CENTER LINE OF STATE HIGHWAY 193, 5 1/2 POLES EAST OF
 CT0041'MILEPOST 321, 39.4 FEET NORTH OF THE NORTH RAIL OF THE MAIN RACK, 58
 CT0041'FEET SOUTH OF A FENCE, 61 FEET EAST OF A TELEPHONE POLE, 6.5 FEET WEST
 CT0041'OF A WITNESS POST, 115 YARDS NORTHWEST OF BENCH MARK P 1050, IN THE
 CT0041'TOP OF A LIMESTONE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 CT0041'SURROUNDED BY THE LETTERS USBM.
 CT0041
 CT0041                          STATION RECOVERY (1998)
 CT0041
 CT0041'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0041'MARK NOT FOUND.
 CT0041
 CT0041                          STATION RECOVERY (2002)
 CT0041
 CT0041'RECOVERY NOTE BY US POWER SQUADRON 2002 (RB)
 CT0041'MARK NOT FOUND.
 CT0041
 CT0041                          STATION RECOVERY (2004)
 CT0041
 CT0041'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 CT0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0305 ***********************************************************************
 CD0305  DESIGNATION -  L 11 RESET 1938
 CD0305  PID         -  CD0305
 CD0305  STATE/COUNTY-  TX/CULBERSON
 CD0305  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0305
 CD0305                         *CURRENT SURVEY CONTROL
 CD0305  ___________________________________________________________________
 CD0305* NAD 83(1986)-  31 50 38.     (N)    104 49 49.     (W)     SCALED    
 CD0305* NAVD 88     -      1443.087  (meters)    4734.53   (feet)  ADJUSTED  
 CD0305  ___________________________________________________________________
 CD0305  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 CD0305  DYNAMIC HT  -        1440.870 (meters)    4727.25  (feet)  COMP
 CD0305  MODELED GRAV-     979,052.0   (mgal)                       NAVD 88
 CD0305
 CD0305  VERT ORDER  -  FIRST     CLASS I
 CD0305
 CD0305.The horizontal coordinates were scaled from a topographic map and have
 CD0305.an estimated accuracy of +/- 6 seconds.
 CD0305
 CD0305.The orthometric height was determined by differential leveling
 CD0305.and adjusted by the National Geodetic Survey in June 1991..
 CD0305
 CD0305.The geoid height was determined by GEOID03.
 CD0305
 CD0305.The dynamic height is computed by dividing the NAVD 88
 CD0305.geopotential number by the normal gravity value computed on the
 CD0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0305.degrees latitude (g = 980.6199 gals.).
 CD0305
 CD0305.The modeled gravity was interpolated from observed gravity values.
 CD0305
 CD0305;                    North         East    Units  Estimated Accuracy
 CD0305;SPC TX C     - 3,249,970.      274,470.      MT  (+/- 180 meters Scaled)
 CD0305
 CD0305                          SUPERSEDED SURVEY CONTROL
 CD0305
 CD0305  NGVD 29 (??/??/92) 1442.502  (m)         4732.61   (f) ADJ UNCH    1 1
 CD0305
 CD0305.Superseded values are not recommended for survey control.
 CD0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0305.See file dsdata.txt to determine how the superseded data were derived.
 CD0305
 CD0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER160231(NAD 83)
 CD0305_MARKER: DD = SURVEY DISK
 CD0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CD0305_SP_SET: CONCRETE MASS
 CD0305_STAMPING: L 11 1933 RESET 1938
 CD0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0305
 CD0305  HISTORY     - Date     Condition        Report By
 CD0305  HISTORY     - 1938     MONUMENTED       USGS
 CD0305  HISTORY     - 1977     GOOD             NGS
 CD0305
 CD0305                          STATION DESCRIPTION
 CD0305
 CD0305'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 CD0305'105.5 MI E FROM EL PASO.
 CD0305'IN CULBERSON COUNTY, 105.5 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0305'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, ACROSS THE HIGHWAY FROM
 CD0305'THE SIGNAL PEAK SERVICE STATION, 183 FEET SOUTH OF THE SOUTH SIDE OF A
 CD0305'STEEL WATER-RESEVOIR, 60 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 CD0305'73 FEET SOUTH OF THE CENTERLINE OF A DIM TRACK ROAD LEADING EAST, AND
 CD0305'IN THE TOP OF A MASS OF CONCRETE ABOUT 18 INCHES IN DIAMETER AND FLUSH
 CD0305'WITH THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 CD0305'STAMPED L 11 1933 RESET 1938.
 CD0305
 CD0305                          STATION RECOVERY (1977)
 CD0305
 CD0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0305'3.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0305'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS TO THE
 CD0305'CROSSING OF THE 1943 ROUTE OF U.S. HIGHWAYS 62 AND 180,
 CD0305'THENCE 1.35 MILES SOUTHEAST ALONG THE OLD HIGHWAY ROUTE,
 CD0305'ACROSS THE HIGHWAY FROM A NATIONAL PARKS SERVICE CAMP,
 CD0305'SET IN THE TOP OF A MASS OF CONCRETE, 18-INCHES IN
 CD0305'DIAMETER, 59.5 FT. EAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 CD0305'79 FT. SOUTH OF THE CENTER LINE OF A ROCKY ROAD LEADING EAST,
 CD0305'100.5 FT. NORTHWEST OF A JUNCTION POWER LINE POLE WITH 3 GUY
 CD0305'WIRES, 45.5 FT. WEST OF A FENCE.
 CD0305'NOTE--THE MARK MAY ALSO BE REACHED BY GOING 6.0 MILES SOUTHWEST
 CD0305'ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE HIGHWAY MAINTENANCE
 CD0305'YARD AT PINE SPRINGS, TO THE JUNCTION OF THE 1943 ROUTE OF
 CD0305'U.S. HIGHWAYS 62 AND 180, THENCE 0.35 MILE NORTH ALONG THE OLD
 CD0305'HIGHWAY TO THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0001 ***********************************************************************
 CB0001  DESIGNATION -  L 110
 CB0001  PID         -  CB0001
 CB0001  STATE/COUNTY-  TX/TOM GREEN
 CB0001  USGS QUAD   -  SAN ANGELO SOUTH (1978)
 CB0001
 CB0001                         *CURRENT SURVEY CONTROL
 CB0001  ___________________________________________________________________
 CB0001* NAD 83(1986)-  31 29 27.     (N)    100 28 39.     (W)     SCALED    
 CB0001* NAVD 88     -       571.235  (meters)    1874.13   (feet)  ADJUSTED  
 CB0001  ___________________________________________________________________
 CB0001  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CB0001  DYNAMIC HT  -         570.457 (meters)    1871.57  (feet)  COMP
 CB0001  MODELED GRAV-     979,260.8   (mgal)                       NAVD 88
 CB0001
 CB0001  VERT ORDER  -  FIRST     CLASS II
 CB0001
 CB0001.The horizontal coordinates were scaled from a topographic map and have
 CB0001.an estimated accuracy of +/- 6 seconds.
 CB0001
 CB0001.The orthometric height was determined by differential leveling
 CB0001.and adjusted by the National Geodetic Survey in June 1991..
 CB0001
 CB0001.The geoid height was determined by GEOID03.
 CB0001
 CB0001.The dynamic height is computed by dividing the NAVD 88
 CB0001.geopotential number by the normal gravity value computed on the
 CB0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0001.degrees latitude (g = 980.6199 gals.).
 CB0001
 CB0001.The modeled gravity was interpolated from observed gravity values.
 CB0001
 CB0001;                    North         East    Units  Estimated Accuracy
 CB0001;SPC TX C     - 3,202,230.      686,300.      MT  (+/- 180 meters Scaled)
 CB0001
 CB0001                          SUPERSEDED SURVEY CONTROL
 CB0001
 CB0001  NGVD 29 (??/??/92)  571.075  (m)         1873.60   (f) ADJ UNCH    1 2
 CB0001
 CB0001.Superseded values are not recommended for survey control.
 CB0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0001.See file dsdata.txt to determine how the superseded data were derived.
 CB0001
 CB0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV596849(NAD 83)
 CB0001_MARKER: DD = SURVEY DISK
 CB0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CB0001_SP_SET: MONUMENT
 CB0001_STAMPING: 1873.602 L 110
 CB0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB0001
 CB0001  HISTORY     - Date     Condition        Report By
 CB0001  HISTORY     - UNK      MONUMENTED       USGS
 CB0001  HISTORY     - 1933     GOOD             NGS
 CB0001  HISTORY     - 1935     GOOD             NGS
 CB0001
 CB0001                          STATION DESCRIPTION
 CB0001
 CB0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CB0001'3.4 MI NW FROM SAN ANGELO.
 CB0001'3.4 MILES NORTHWEST OF, ALONG GULF COLORADO AND SANTA FE R.R. ABOUT
 CB0001'MILE POST 75.3, AT POINT WHERE ROAD CROSSES TRACK.  SOUTHWEST OF TRACK
 CB0001'AND NORTH OF ROAD.
 CB0001
 CB0001                          STATION RECOVERY (1935)
 CB0001
 CB0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CB0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1247 ***********************************************************************
 AY1247  DESIGNATION -  L 1100
 AY1247  PID         -  AY1247
 AY1247  STATE/COUNTY-  TX/MEDINA
 AY1247  USGS QUAD   -  HONDO (1982)
 AY1247
 AY1247                         *CURRENT SURVEY CONTROL
 AY1247  ___________________________________________________________________
 AY1247* NAD 83(1986)-  29 20 35.     (N)    099 11 04.     (W)     SCALED    
 AY1247* NAVD 88     -       276.119  (meters)     905.90   (feet)  ADJUSTED  
 AY1247  ___________________________________________________________________
 AY1247  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 AY1247  DYNAMIC HT  -         275.717 (meters)     904.58  (feet)  COMP
 AY1247  MODELED GRAV-     979,182.4   (mgal)                       NAVD 88
 AY1247
 AY1247  VERT ORDER  -  FIRST     CLASS II
 AY1247
 AY1247.The horizontal coordinates were scaled from a topographic map and have
 AY1247.an estimated accuracy of +/- 6 seconds.
 AY1247
 AY1247.The orthometric height was determined by differential leveling
 AY1247.and adjusted by the National Geodetic Survey in June 1991..
 AY1247
 AY1247.The geoid height was determined by GEOID03.
 AY1247
 AY1247.The dynamic height is computed by dividing the NAVD 88
 AY1247.geopotential number by the normal gravity value computed on the
 AY1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1247.degrees latitude (g = 980.6199 gals.).
 AY1247
 AY1247.The modeled gravity was interpolated from observed gravity values.
 AY1247
 AY1247;                    North         East    Units  Estimated Accuracy
 AY1247;SPC TXSC     - 4,167,330.      582,090.      MT  (+/- 180 meters Scaled)
 AY1247
 AY1247                          SUPERSEDED SURVEY CONTROL
 AY1247
 AY1247  NGVD 29 (??/??/92)  275.964  (m)          905.39   (f) ADJ UNCH    1 2
 AY1247
 AY1247.Superseded values are not recommended for survey control.
 AY1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1247.See file dsdata.txt to determine how the superseded data were derived.
 AY1247
 AY1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT820460(NAD 83)
 AY1247_MARKER: DB = BENCH MARK DISK
 AY1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1247_STAMPING: L 1100 1957
 AY1247_MARK LOGO: CGS   
 AY1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1247+STABILITY: SURFACE MOTION
 AY1247
 AY1247  HISTORY     - Date     Condition        Report By
 AY1247  HISTORY     - 1957     MONUMENTED       CGS
 AY1247  HISTORY     - 1982     GOOD             NGS
 AY1247  HISTORY     - 1988     GOOD             USPSQD
 AY1247  HISTORY     - 19950519 MARK NOT FOUND   USPSQD
 AY1247  HISTORY     - 20011113 MARK NOT FOUND   USPSQD
 AY1247
 AY1247                          STATION DESCRIPTION
 AY1247
 AY1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AY1247'2.55 MI W FROM HONDO.
 AY1247'2.55 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1247'STATION AT HONDO, 75 FEET WEST OF THE 2ND POLE WEST OF MILEPOST 261,
 AY1247'37.3 FEET SOUTH OF THE SOUTH RAIL, IN LINE WITH A ROW OF TELEPHONE
 AY1247'POLES, 10 FEET NORTH OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET
 AY1247'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 AY1247'GROUND.
 AY1247
 AY1247                          STATION RECOVERY (1982)
 AY1247
 AY1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1247'MARK RECOVERED THIS DATE, NOTE, ALSO 4.4 KM (2.75 MI) WEST ALONG THE
 AY1247'SOUTHERN PACIFIC RAILROAD SERVICE ROAD FROM THE JUNCTION OF FARM ROAD
 AY1247'462 NORTH IN HONDO.
 AY1247
 AY1247                          STATION RECOVERY (1988)
 AY1247
 AY1247'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1247'RECOVERED IN GOOD CONDITION.
 AY1247
 AY1247                          STATION RECOVERY (1995)
 AY1247
 AY1247'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1247'MARK NOT FOUND.
 AY1247
 AY1247                          STATION RECOVERY (2001)
 AY1247
 AY1247'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0473 ***********************************************************************
 CC0473  DESIGNATION -  L 1101
 CC0473  PID         -  CC0473
 CC0473  STATE/COUNTY-  TX/REEVES
 CC0473  USGS QUAD   -  ORLA (1968)
 CC0473
 CC0473                         *CURRENT SURVEY CONTROL
 CC0473  ___________________________________________________________________
 CC0473* NAD 83(1986)-  31 50 45.     (N)    103 55 28.     (W)     SCALED    
 CC0473* NAVD 88     -       874.693  (meters)    2869.72   (feet)  ADJUSTED  
 CC0473  ___________________________________________________________________
 CC0473  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 CC0473  DYNAMIC HT  -         873.396 (meters)    2865.47  (feet)  COMP
 CC0473  MODELED GRAV-     979,128.8   (mgal)                       NAVD 88
 CC0473
 CC0473  VERT ORDER  -  FIRST     CLASS II
 CC0473
 CC0473.The horizontal coordinates were scaled from a topographic map and have
 CC0473.an estimated accuracy of +/- 6 seconds.
 CC0473
 CC0473.The orthometric height was determined by differential leveling
 CC0473.and adjusted by the National Geodetic Survey in June 1991..
 CC0473
 CC0473.The geoid height was determined by GEOID03.
 CC0473
 CC0473.The dynamic height is computed by dividing the NAVD 88
 CC0473.geopotential number by the normal gravity value computed on the
 CC0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0473.degrees latitude (g = 980.6199 gals.).
 CC0473
 CC0473.The modeled gravity was interpolated from observed gravity values.
 CC0473
 CC0473;                    North         East    Units  Estimated Accuracy
 CC0473;SPC TX C     - 3,247,070.      360,160.      MT  (+/- 180 meters Scaled)
 CC0473
 CC0473                          SUPERSEDED SURVEY CONTROL
 CC0473
 CC0473  NGVD 29 (??/??/92)  874.242  (m)         2868.24   (f) ADJ UNCH    1 2
 CC0473
 CC0473.Superseded values are not recommended for survey control.
 CC0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0473.See file dsdata.txt to determine how the superseded data were derived.
 CC0473
 CC0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR017238(NAD 83)
 CC0473_MARKER: DB = BENCH MARK DISK
 CC0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0473_STAMPING: L 1101 1957
 CC0473_PROJECTION: PROJECTING 15 CENTIMETERS
 CC0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0473+STABILITY: SURFACE MOTION
 CC0473
 CC0473  HISTORY     - Date     Condition        Report By
 CC0473  HISTORY     - 1957     MONUMENTED       CGS
 CC0473  HISTORY     - 1981     GOOD             NGS
 CC0473
 CC0473                          STATION DESCRIPTION
 CC0473
 CC0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CC0473'1.8 MI NW FROM ORLA.
 CC0473'ABOUT 1.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0473'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, 52 FEET SOUTHWEST OF
 CC0473'MILEPOST 229, 82 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 65 FEET
 CC0473'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 285, 9 FEET NORTHEAST OF
 CC0473'THE SOUTHWEST RIGHT OF WAY FENCE, 2 1/2 FEET SOUTHEAST OF A WHITE
 CC0473'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A
 CC0473'CONCRETE POST PROJECTING 6 INCHES.
 CC0473
 CC0473                          STATION RECOVERY (1981)
 CC0473
 CC0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0473'2.7 KM (1.7 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0473'WITH FARM ROAD 652 IN ORLA, 25.1 METERS (82.5 FT) SOUTHWEST OF THE
 CC0473'NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 19.8
 CC0473'METERS (65.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.8
 CC0473'METERS (52.0 FT) SOUTHWEST OF RAILROAD MILE POST 229, AND 2.7 METERS
 CC0473'(9.0 FT) NORTHEAST OF A FENCE.
 CC0473'THE MARK IS 0.7 METERS  SE FROM  A WOODEN WITNESS POST
 CC0473'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0301 ***********************************************************************
 BP0301  DESIGNATION -  L 1102
 BP0301  PID         -  BP0301
 BP0301  STATE/COUNTY-  TX/BREWSTER
 BP0301  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0301
 BP0301                         *CURRENT SURVEY CONTROL
 BP0301  ___________________________________________________________________
 BP0301* NAD 83(1986)-  30 12 12.     (N)    103 05 46.     (W)     SCALED    
 BP0301* NAVD 88     -      1240.949  (meters)    4071.35   (feet)  ADJUSTED  
 BP0301  ___________________________________________________________________
 BP0301  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BP0301  DYNAMIC HT  -        1238.927 (meters)    4064.71  (feet)  COMP
 BP0301  MODELED GRAV-     978,969.9   (mgal)                       NAVD 88
 BP0301
 BP0301  VERT ORDER  -  FIRST     CLASS II
 BP0301
 BP0301.The horizontal coordinates were scaled from a topographic map and have
 BP0301.an estimated accuracy of +/- 6 seconds.
 BP0301
 BP0301.The orthometric height was determined by differential leveling
 BP0301.and adjusted by the National Geodetic Survey in June 1991..
 BP0301
 BP0301.The geoid height was determined by GEOID03.
 BP0301
 BP0301.The dynamic height is computed by dividing the NAVD 88
 BP0301.geopotential number by the normal gravity value computed on the
 BP0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0301.degrees latitude (g = 980.6199 gals.).
 BP0301
 BP0301.The modeled gravity was interpolated from observed gravity values.
 BP0301
 BP0301;                    North         East    Units  Estimated Accuracy
 BP0301;SPC TXSC     - 4,269,570.      205,680.      MT  (+/- 180 meters Scaled)
 BP0301
 BP0301                          SUPERSEDED SURVEY CONTROL
 BP0301
 BP0301  NGVD 29 (??/??/92) 1240.558  (m)         4070.06   (f) ADJ UNCH    1 2
 BP0301
 BP0301.Superseded values are not recommended for survey control.
 BP0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0301.See file dsdata.txt to determine how the superseded data were derived.
 BP0301
 BP0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP832428(NAD 83)
 BP0301_MARKER: DB = BENCH MARK DISK
 BP0301_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BP0301_SP_SET: 10 FEET
 BP0301_STAMPING: L 1102 1957
 BP0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0301
 BP0301  HISTORY     - Date     Condition        Report By
 BP0301  HISTORY     - 1957     MONUMENTED       CGS
 BP0301
 BP0301                          STATION DESCRIPTION
 BP0301
 BP0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0301'9.0 MI E FROM MARATHON.
 BP0301'ABOUT 9.0 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0301'STATION AT MARATHON, 139 FEET NORTHEAST OF AND ACROSS THE TRACK FROM
 BP0301'MILEPOST 567, 52 FEET NORTH OF THE NORTH RAIL, 67 1/2 FEET NORTHEAST
 BP0301'OF THE EAST CORNER OF WOODEN BRIDGE NUMBER 567.01, 4 FEET NORTH OF THE
 BP0301'NORTH RIGHT OF WAY FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 BP0301'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 BP0301'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 10 FEET AND
 BP0301'IS ENCASED IN A 8-INCH TILE PROJECTING 11 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0372 ***********************************************************************
 BP0372  DESIGNATION -  L 1103
 BP0372  PID         -  BP0372
 BP0372  STATE/COUNTY-  TX/BREWSTER
 BP0372  USGS QUAD   -  ELAM MOUNTAIN (1972)
 BP0372
 BP0372                         *CURRENT SURVEY CONTROL
 BP0372  ___________________________________________________________________
 BP0372* NAD 83(1986)-  30 22 52.     (N)    103 33 26.     (W)     SCALED    
 BP0372* NAVD 88     -      1356.460  (meters)    4450.32   (feet)  ADJUSTED  
 BP0372  ___________________________________________________________________
 BP0372  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 BP0372  DYNAMIC HT  -        1354.253 (meters)    4443.08  (feet)  COMP
 BP0372  MODELED GRAV-     978,966.4   (mgal)                       NAVD 88
 BP0372
 BP0372  VERT ORDER  -  FIRST     CLASS II
 BP0372
 BP0372.The horizontal coordinates were scaled from a topographic map and have
 BP0372.an estimated accuracy of +/- 6 seconds.
 BP0372
 BP0372.The orthometric height was determined by differential leveling
 BP0372.and adjusted by the National Geodetic Survey in June 1991..
 BP0372
 BP0372.The geoid height was determined by GEOID03.
 BP0372
 BP0372.The dynamic height is computed by dividing the NAVD 88
 BP0372.geopotential number by the normal gravity value computed on the
 BP0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0372.degrees latitude (g = 980.6199 gals.).
 BP0372
 BP0372.The modeled gravity was interpolated from observed gravity values.
 BP0372
 BP0372;                    North         East    Units  Estimated Accuracy
 BP0372;SPC TXSC     - 4,290,910.      162,080.      MT  (+/- 180 meters Scaled)
 BP0372
 BP0372                          SUPERSEDED SURVEY CONTROL
 BP0372
 BP0372  NGVD 29 (??/??/92) 1356.001  (m)         4448.81   (f) ADJ UNCH    1 2
 BP0372
 BP0372.Superseded values are not recommended for survey control.
 BP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0372.See file dsdata.txt to determine how the superseded data were derived.
 BP0372
 BP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP386619(NAD 83)
 BP0372_MARKER: DB = BENCH MARK DISK
 BP0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0372+STABILITY: SURFACE MOTION
 BP0372
 BP0372  HISTORY     - Date     Condition        Report By
 BP0372  HISTORY     - UNK      MONUMENTED       CGS
 BP0372  HISTORY     - 1966     POOR             NGS
 BP0372  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0372
 BP0372                          STATION DESCRIPTION
 BP0372
 BP0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0372'7.3 MI NE FROM ALPINE.
 BP0372'ABOUT 7.3 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0372'FROM THE STATION AT ALPINE, 75 FEET NORTH OF AND ACROSS THE TRACK FROM
 BP0372'MILEPOST 599, 29 FEET NORTH OF THE NORTH RAIL, 17 1/2 FEET SOUTH OF
 BP0372'THE NORTH RIGHT OF WAY FENCE, DIRECTLY IN LINE WITH A ROW OF POLES,
 BP0372'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0372'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  NOTE-- A BIG CHIP
 BP0372'HAS BEEN KNOCKED OUT OF THE SIDE OF THE CONCRETE MONUMENT.
 BP0372
 BP0372                          STATION RECOVERY (1981)
 BP0372
 BP0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0372'THE POST WAS FOUND BROKEN IN THREE PIECES, THE DISK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0126 ***********************************************************************
 BP0126  DESIGNATION -  L 1105
 BP0126  PID         -  BP0126
 BP0126  STATE/COUNTY-  TX/BREWSTER
 BP0126  USGS QUAD   -  TESNUS SE (1968)
 BP0126
 BP0126                         *CURRENT SURVEY CONTROL
 BP0126  ___________________________________________________________________
 BP0126* NAD 83(1986)-  30 05 38.     (N)    102 46 36.     (W)     SCALED    
 BP0126* NAVD 88     -      1102.420  (meters)    3616.86   (feet)  ADJUSTED  
 BP0126  ___________________________________________________________________
 BP0126  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 BP0126  DYNAMIC HT  -        1100.660 (meters)    3611.08  (feet)  COMP
 BP0126  MODELED GRAV-     979,007.7   (mgal)                       NAVD 88
 BP0126
 BP0126  VERT ORDER  -  FIRST     CLASS II
 BP0126
 BP0126.The horizontal coordinates were scaled from a topographic map and have
 BP0126.an estimated accuracy of +/- 6 seconds.
 BP0126
 BP0126.The orthometric height was determined by differential leveling
 BP0126.and adjusted by the National Geodetic Survey in June 1991..
 BP0126
 BP0126.The geoid height was determined by GEOID03.
 BP0126
 BP0126.The dynamic height is computed by dividing the NAVD 88
 BP0126.geopotential number by the normal gravity value computed on the
 BP0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0126.degrees latitude (g = 980.6199 gals.).
 BP0126
 BP0126.The modeled gravity was interpolated from observed gravity values.
 BP0126
 BP0126;                    North         East    Units  Estimated Accuracy
 BP0126;SPC TXSC     - 4,256,410.      236,030.      MT  (+/- 180 meters Scaled)
 BP0126
 BP0126                          SUPERSEDED SURVEY CONTROL
 BP0126
 BP0126  NGVD 29 (??/??/92) 1102.099  (m)         3615.80   (f) ADJ UNCH    1 2
 BP0126
 BP0126.Superseded values are not recommended for survey control.
 BP0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0126.See file dsdata.txt to determine how the superseded data were derived.
 BP0126
 BP0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP142312(NAD 83)
 BP0126_MARKER: DB = BENCH MARK DISK
 BP0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0126_STAMPING: L 1105 1957
 BP0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0126+STABILITY: SURFACE MOTION
 BP0126
 BP0126  HISTORY     - Date     Condition        Report By
 BP0126  HISTORY     - 1957     MONUMENTED       CGS
 BP0126
 BP0126                          STATION DESCRIPTION
 BP0126
 BP0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0126'9.9 MI SW FROM LONGFELLOW.
 BP0126'ABOUT 9.9 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0126'FROM THE SECTION FOREMANS HOUSE AT LONGFELLOW, 27 FEET EAST OF THE 1ST
 BP0126'POLE WEST OF MILEPOST 542, 49 1/2 FEET SOUTH OF THE SOUTH RAIL, AT A
 BP0126'TRACK ROAD JUNCTION WITH ROAD LEADING SOUTHWEST, 10 FEET NORTH OF THE
 BP0126'CENTER LINE OF A TRACK ROAD, 41 FEET SOUTH OF THE SOUTHWEST CORNER OF
 BP0126'SEMAPHORE NUMBER 542.0, 2 1/2 FEET SOUTH OF A FENCE, 2 FEET EAST OF A
 BP0126'WHITE WOODEN WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE
 BP0126'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0051 ***********************************************************************
 BP0051  DESIGNATION -  L 1106
 BP0051  PID         -  BP0051
 BP0051  STATE/COUNTY-  TX/TERRELL
 BP0051  USGS QUAD   -  SANDERSON SE (1969)
 BP0051
 BP0051                         *CURRENT SURVEY CONTROL
 BP0051  ___________________________________________________________________
 BP0051* NAD 83(1986)-  30 06 15.     (N)    102 21 50.     (W)     SCALED    
 BP0051* NAVD 88     -       802.858  (meters)    2634.04   (feet)  ADJUSTED  
 BP0051  ___________________________________________________________________
 BP0051  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 BP0051  DYNAMIC HT  -         801.631 (meters)    2630.02  (feet)  COMP
 BP0051  MODELED GRAV-     979,087.1   (mgal)                       NAVD 88
 BP0051
 BP0051  VERT ORDER  -  FIRST     CLASS II
 BP0051
 BP0051.The horizontal coordinates were scaled from a topographic map and have
 BP0051.an estimated accuracy of +/- 6 seconds.
 BP0051
 BP0051.The orthometric height was determined by differential leveling
 BP0051.and adjusted by the National Geodetic Survey in June 1991..
 BP0051
 BP0051.The geoid height was determined by GEOID03.
 BP0051
 BP0051.The dynamic height is computed by dividing the NAVD 88
 BP0051.geopotential number by the normal gravity value computed on the
 BP0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0051.degrees latitude (g = 980.6199 gals.).
 BP0051
 BP0051.The modeled gravity was interpolated from observed gravity values.
 BP0051
 BP0051;                    North         East    Units  Estimated Accuracy
 BP0051;SPC TXSC     - 4,256,340.      275,830.      MT  (+/- 180 meters Scaled)
 BP0051
 BP0051                          SUPERSEDED SURVEY CONTROL
 BP0051
 BP0051  NGVD 29 (??/??/92)  802.611  (m)         2633.23   (f) ADJ UNCH    1 2
 BP0051
 BP0051.Superseded values are not recommended for survey control.
 BP0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0051.See file dsdata.txt to determine how the superseded data were derived.
 BP0051
 BP0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP540332(NAD 83)
 BP0051_MARKER: DB = BENCH MARK DISK
 BP0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0051_SP_SET: CROSS BEAM
 BP0051_STAMPING: L 1106 1957
 BP0051_MARK LOGO: CGS   
 BP0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0051
 BP0051  HISTORY     - Date     Condition        Report By
 BP0051  HISTORY     - 1957     MONUMENTED       CGS
 BP0051  HISTORY     - 1967     MARK NOT FOUND   NGS
 BP0051  HISTORY     - 1981     GOOD             NGS
 BP0051
 BP0051                          STATION DESCRIPTION
 BP0051
 BP0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BP0051'3.9 MI SE FROM SANDERSON.
 BP0051'ABOUT 3.9 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0051'FROM THE STATION AT SANDERSON, 3 RAILS EAST OF MILEPOST 503, IN THE
 BP0051'TOP AND CENTER OF A CONCRETE CROSS BEAM BETWEEN TWO CONCRETE COLUMNS
 BP0051'OF U. S. HIGHWAY 90 OVERPASS, 11 FEET NORTH OF THE NORTH RAIL, 4 FEET
 BP0051'ABOVE THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
 BP0051'NOTE-- A NEW BRIDGE WAS BUILT OVER HWY 90.
 BP0051
 BP0051                          STATION RECOVERY (1967)
 BP0051
 BP0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 BP0051'MARK NOT FOUND.
 BP0051
 BP0051                          STATION RECOVERY (1981)
 BP0051
 BP0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0087 ***********************************************************************
 BP0087  DESIGNATION -  L 1107
 BP0087  PID         -  BP0087
 BP0087  STATE/COUNTY-  TX/TERRELL
 BP0087  USGS QUAD   -  DRYDEN (1968)
 BP0087
 BP0087                         *CURRENT SURVEY CONTROL
 BP0087  ___________________________________________________________________
 BP0087* NAD 83(1986)-  30 02 37.     (N)    102 01 17.     (W)     SCALED    
 BP0087* NAVD 88     -       586.961  (meters)    1925.72   (feet)  ADJUSTED  
 BP0087  ___________________________________________________________________
 BP0087  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 BP0087  DYNAMIC HT  -         586.080 (meters)    1922.83  (feet)  COMP
 BP0087  MODELED GRAV-     979,123.6   (mgal)                       NAVD 88
 BP0087
 BP0087  VERT ORDER  -  FIRST     CLASS II
 BP0087
 BP0087.The horizontal coordinates were scaled from a topographic map and have
 BP0087.an estimated accuracy of +/- 6 seconds.
 BP0087
 BP0087.The orthometric height was determined by differential leveling
 BP0087.and adjusted by the National Geodetic Survey in June 1991..
 BP0087
 BP0087.The geoid height was determined by GEOID03.
 BP0087
 BP0087.The dynamic height is computed by dividing the NAVD 88
 BP0087.geopotential number by the normal gravity value computed on the
 BP0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0087.degrees latitude (g = 980.6199 gals.).
 BP0087
 BP0087.The modeled gravity was interpolated from observed gravity values.
 BP0087
 BP0087;                    North         East    Units  Estimated Accuracy
 BP0087;SPC TXSC     - 4,248,730.      308,660.      MT  (+/- 180 meters Scaled)
 BP0087
 BP0087                          SUPERSEDED SURVEY CONTROL
 BP0087
 BP0087  NGVD 29 (??/??/92)  586.775  (m)         1925.11   (f) ADJ UNCH    1 2
 BP0087
 BP0087.Superseded values are not recommended for survey control.
 BP0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0087.See file dsdata.txt to determine how the superseded data were derived.
 BP0087
 BP0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP872273(NAD 83)
 BP0087_MARKER: DB = BENCH MARK DISK
 BP0087_SETTING: 66 = SET IN ROCK OUTCROP
 BP0087_SP_SET: ROCK OUTCROP
 BP0087_STAMPING: L 1107 1957
 BP0087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0087+STABILITY: POSITION/ELEVATION WELL
 BP0087
 BP0087  HISTORY     - Date     Condition        Report By
 BP0087  HISTORY     - 1957     MONUMENTED       CGS
 BP0087  HISTORY     - 1958     GOOD             NGS
 BP0087
 BP0087                          STATION DESCRIPTION
 BP0087
 BP0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0087'6.25 MI SE FROM DRYDEN.
 BP0087'ABOUT 6.25 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0087'FROM THE STATION AT DRYDEN, 120 FEET NORTHEAST OF AND ACROSS THE TRACK
 BP0087'FROM THE 2ND POLE SOUTHEAST OF MILEPOST 479, IN THE TOP OF A LARGE
 BP0087'FLAT ROCK OUTCROP PROJECTING 2 1/2 FEET ON THE SOUTHWEST SIDE, 59 FEET
 BP0087'NORTHEAST OF THE NORTHEAST RAIL, 3 RAILS SOUTHEAST OF THE SOUTHEAST
 BP0087'END OF TRESTLE NUMBER 478.91, 12 1/2 FEET NORTHEAST OF THE NORTHEAST
 BP0087'RIGHT OF WAY FENCE, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0216 ***********************************************************************
 BQ0216  DESIGNATION -  L 1108
 BQ0216  PID         -  BQ0216
 BQ0216  STATE/COUNTY-  TX/HUDSPETH
 BQ0216  USGS QUAD   -  BASS CANYON (1972)
 BQ0216
 BQ0216                         *CURRENT SURVEY CONTROL
 BQ0216  ___________________________________________________________________
 BQ0216* NAD 83(1986)-  30 58 58.     (N)    104 59 02.     (W)     SCALED    
 BQ0216* NAVD 88     -      1290.725  (meters)    4234.65   (feet)  ADJUSTED  
 BQ0216  ___________________________________________________________________
 BQ0216  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 BQ0216  DYNAMIC HT  -        1288.659 (meters)    4227.88  (feet)  COMP
 BQ0216  MODELED GRAV-     978,996.0   (mgal)                       NAVD 88
 BQ0216
 BQ0216  VERT ORDER  -  FIRST     CLASS II
 BQ0216
 BQ0216.The horizontal coordinates were scaled from a topographic map and have
 BQ0216.an estimated accuracy of +/- 6 seconds.
 BQ0216
 BQ0216.The orthometric height was determined by differential leveling
 BQ0216.and adjusted by the National Geodetic Survey in June 1991..
 BQ0216
 BQ0216.The geoid height was determined by GEOID03.
 BQ0216
 BQ0216.The dynamic height is computed by dividing the NAVD 88
 BQ0216.geopotential number by the normal gravity value computed on the
 BQ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0216.degrees latitude (g = 980.6199 gals.).
 BQ0216
 BQ0216.The modeled gravity was interpolated from observed gravity values.
 BQ0216
 BQ0216;                    North         East    Units  Estimated Accuracy
 BQ0216;SPC TX C     - 3,155,180.      255,950.      MT  (+/- 180 meters Scaled)
 BQ0216
 BQ0216                          SUPERSEDED SURVEY CONTROL
 BQ0216
 BQ0216  NGVD 29 (??/??/92) 1290.170  (m)         4232.83   (f) ADJ UNCH    1 2
 BQ0216
 BQ0216.Superseded values are not recommended for survey control.
 BQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0216.See file dsdata.txt to determine how the superseded data were derived.
 BQ0216
 BQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ015276(NAD 83)
 BQ0216_MARKER: DB = BENCH MARK DISK
 BQ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0216_STAMPING: L 1108 1957
 BQ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0216+STABILITY: SURFACE MOTION
 BQ0216
 BQ0216  HISTORY     - Date     Condition        Report By
 BQ0216  HISTORY     - 1957     MONUMENTED       CGS
 BQ0216
 BQ0216                          STATION DESCRIPTION
 BQ0216
 BQ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0216'2.7 MI SE FROM HOT WELLS.
 BQ0216'ABOUT 2.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0216'FROM THE COUNTY ROAD CROSSING AT HOT WELLS, 45 FEET NORTHWEST OF
 BQ0216'MILEPOST 711, 49 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 103 FEET WEST
 BQ0216'OF SEMAPHORE NUMBER 710, 24 FEET NORTHEAST OF THE CENTER LINE OF A
 BQ0216'ROAD, 1 1/2 FEET SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WHITE
 BQ0216'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 BQ0216'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0089 ***********************************************************************
 BQ0089  DESIGNATION -  L 1109
 BQ0089  PID         -  BQ0089
 BQ0089  STATE/COUNTY-  TX/PRESIDIO
 BQ0089  USGS QUAD   -  RYAN (1983)
 BQ0089
 BQ0089                         *CURRENT SURVEY CONTROL
 BQ0089  ___________________________________________________________________
 BQ0089* NAD 83(1986)-  30 25 13.     (N)    104 17 12.     (W)     SCALED    
 BQ0089* NAVD 88     -      1455.319  (meters)    4774.66   (feet)  ADJUSTED  
 BQ0089  ___________________________________________________________________
 BQ0089  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 BQ0089  DYNAMIC HT  -        1452.883 (meters)    4766.67  (feet)  COMP
 BQ0089  MODELED GRAV-     978,916.9   (mgal)                       NAVD 88
 BQ0089
 BQ0089  VERT ORDER  -  FIRST     CLASS II
 BQ0089
 BQ0089.The horizontal coordinates were scaled from a topographic map and have
 BQ0089.an estimated accuracy of +/- 6 seconds.
 BQ0089
 BQ0089.The orthometric height was determined by differential leveling
 BQ0089.and adjusted by the National Geodetic Survey in June 1991..
 BQ0089.WARNING-Repeat measurements at this control monument indicate possible
 BQ0089.vertical movement.
 BQ0089
 BQ0089.The geoid height was determined by GEOID03.
 BQ0089
 BQ0089.The dynamic height is computed by dividing the NAVD 88
 BQ0089.geopotential number by the normal gravity value computed on the
 BQ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0089.degrees latitude (g = 980.6199 gals.).
 BQ0089
 BQ0089.The modeled gravity was interpolated from observed gravity values.
 BQ0089
 BQ0089;                    North         East    Units  Estimated Accuracy
 BQ0089;SPC TXSC     - 4,298,200.       92,220.      MT  (+/- 180 meters Scaled)
 BQ0089
 BQ0089                          SUPERSEDED SURVEY CONTROL
 BQ0089
 BQ0089  NGVD 29 (??/??/92) 1454.703  (m)         4772.64   (f) ADJ UNCH    1 2
 BQ0089
 BQ0089.Superseded values are not recommended for survey control.
 BQ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0089.See file dsdata.txt to determine how the superseded data were derived.
 BQ0089
 BQ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP685655(NAD 83)
 BQ0089_MARKER: DB = BENCH MARK DISK
 BQ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0089_STAMPING: L 1109 1957
 BQ0089_MARK LOGO: CGS   
 BQ0089_PROJECTION: PROJECTING 5 CENTIMETERS
 BQ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0089+STABILITY: SURFACE MOTION
 BQ0089
 BQ0089  HISTORY     - Date     Condition        Report By
 BQ0089  HISTORY     - 1957     MONUMENTED       CGS
 BQ0089  HISTORY     - 1981     GOOD             NGS
 BQ0089  HISTORY     - 1990     GOOD             USPSQD
 BQ0089  HISTORY     - 19961009 GOOD             USPSQD
 BQ0089
 BQ0089                          STATION DESCRIPTION
 BQ0089
 BQ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BQ0089'16.8 MI SE FROM VALENTINE.
 BQ0089'ABOUT 16.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0089'FROM THE STATION AT VALENTINE, ABOUT 18.3 MILES NORTHWEST OF THE
 BQ0089'STATION AT MARFA, 6 1/2 FEET SOUTHEAST OF MILEPOST 651, 42 FEET
 BQ0089'SOUTHWEST OF THE SOUTHWEST RAIL, 5 RAILS SOUTHEAST OF A TRESTLE, 116
 BQ0089'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 90, 2 1/2 FEET
 BQ0089'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL
 BQ0089'OF THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BQ0089
 BQ0089                          STATION RECOVERY (1981)
 BQ0089
 BQ0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0089'27.8 KM (17.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0089'IN VALENTINE, 1.6 KM (1.0 MI) SOUTHEAST OF A RAILROAD CATTLE PEN, 41.2
 BQ0089'METERS (135.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE
 BQ0089'RAILROAD BRIDGE, 35.4 METERS (116.0 FT) NORTHEAST OF THE CENTERLINE OF
 BQ0089'THE HIGHWAY, 12.8 METERS (42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0089'SOUTHERN PACIFIC RAILROAD, AND 2.0 METERS (6.5 FT) SOUTHEAST OF
 BQ0089'RAILROAD MILE POST 651.
 BQ0089'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0089'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0089
 BQ0089                          STATION RECOVERY (1990)
 BQ0089
 BQ0089'RECOVERY NOTE BY US POWER SQUADRON 1990 (MVM)
 BQ0089'RECOVERED IN GOOD CONDITION.
 BQ0089
 BQ0089                          STATION RECOVERY (1996)
 BQ0089
 BQ0089'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0273 ***********************************************************************
 BQ0273  DESIGNATION -  L 1110 RESET 1958
 BQ0273  PID         -  BQ0273
 BQ0273  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0273  USGS QUAD   -  DOWMAN CANYON (1978)
 BQ0273
 BQ0273                         *CURRENT SURVEY CONTROL
 BQ0273  ___________________________________________________________________
 BQ0273* NAD 83(1986)-  30 39 54.     (N)    104 35 44.     (W)     SCALED    
 BQ0273* NAVD 88     -      1289.120  (meters)    4229.39   (feet)  ADJUSTED  
 BQ0273  ___________________________________________________________________
 BQ0273  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 BQ0273  DYNAMIC HT  -        1287.025 (meters)    4222.51  (feet)  COMP
 BQ0273  MODELED GRAV-     978,971.6   (mgal)                       NAVD 88
 BQ0273
 BQ0273  VERT ORDER  -  FIRST     CLASS II
 BQ0273
 BQ0273.The horizontal coordinates were scaled from a topographic map and have
 BQ0273.an estimated accuracy of +/- 6 seconds.
 BQ0273
 BQ0273.The orthometric height was determined by differential leveling
 BQ0273.and adjusted by the National Geodetic Survey in June 1991..
 BQ0273
 BQ0273.The geoid height was determined by GEOID03.
 BQ0273
 BQ0273.The dynamic height is computed by dividing the NAVD 88
 BQ0273.geopotential number by the normal gravity value computed on the
 BQ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0273.degrees latitude (g = 980.6199 gals.).
 BQ0273
 BQ0273.The modeled gravity was interpolated from observed gravity values.
 BQ0273
 BQ0273;                    North         East    Units  Estimated Accuracy
 BQ0273;SPC TX C     - 3,118,490.      291,670.      MT  (+/- 180 meters Scaled)
 BQ0273
 BQ0273                          SUPERSEDED SURVEY CONTROL
 BQ0273
 BQ0273.No superseded survey control is available for this station.
 BQ0273
 BQ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP387925(NAD 83)
 BQ0273_MARKER: DB = BENCH MARK DISK
 BQ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0273_STAMPING: L 1110 RESET 1958
 BQ0273_MARK LOGO: CGS   
 BQ0273_PROJECTION: PROJECTING 10 CENTIMETERS
 BQ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0273+STABILITY: SURFACE MOTION
 BQ0273
 BQ0273  HISTORY     - Date     Condition        Report By
 BQ0273  HISTORY     - 1958     MONUMENTED       CGS
 BQ0273  HISTORY     - 1981     GOOD             NGS
 BQ0273  HISTORY     - 19961009 GOOD             USPSQD
 BQ0273
 BQ0273                          STATION DESCRIPTION
 BQ0273
 BQ0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BQ0273'8.2 MI NW FROM VALENTINE.
 BQ0273'ABOUT 8.2 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BQ0273'FROM THE STATION AT VALENTINE, 7 FEET SOUTHEAST OF MILEPOST 676, 42
 BQ0273'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 117 FEET
 BQ0273'NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 90, ABOUT 0.3 MILE
 BQ0273'SOUTHEAST OF THE WENDELL SIDING SIGN, 120 FEET NORTHWEST OF A SWITCH
 BQ0273'STAND, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5
 BQ0273'FEET BELOW THE LEVEL OF THE RAILS, AND IN THE TOP OF A CONCRETE POST
 BQ0273'PROJECTING 6 INCHES.
 BQ0273
 BQ0273                          STATION RECOVERY (1981)
 BQ0273
 BQ0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BQ0273'12.2 KM (7.55 MI) NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0273'IN VALENTINE, 35.7 METERS (117.0 FT) NORTHEAST OF THE CENTERLINE OF
 BQ0273'THE HIGHWAY, 12.8 METERS (42.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0273'SOUTHERN PACIFIC RAILROAD, AND 2.1 METERS (7.0 FT) SOUTHEAST OF
 BQ0273'RAILROAD MILE POST 676.
 BQ0273'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 BQ0273'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 BQ0273
 BQ0273                          STATION RECOVERY (1996)
 BQ0273
 BQ0273'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0241 ***********************************************************************
 AZ0241  DESIGNATION -  L 1111
 AZ0241  PID         -  AZ0241
 AZ0241  STATE/COUNTY-  TX/VAL VERDE
 AZ0241  USGS QUAD   -  PECOS HIGH BRIDGE (1979)
 AZ0241
 AZ0241                         *CURRENT SURVEY CONTROL
 AZ0241  ___________________________________________________________________
 AZ0241* NAD 83(1986)-  29 45 47.     (N)    101 22 15.     (W)     SCALED    
 AZ0241* NAVD 88     -       426.926  (meters)    1400.67   (feet)  ADJUSTED  
 AZ0241  ___________________________________________________________________
 AZ0241  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 AZ0241  DYNAMIC HT  -         426.303 (meters)    1398.63  (feet)  COMP
 AZ0241  MODELED GRAV-     979,171.0   (mgal)                       NAVD 88
 AZ0241
 AZ0241  VERT ORDER  -  FIRST     CLASS II
 AZ0241
 AZ0241.The horizontal coordinates were scaled from a topographic map and have
 AZ0241.an estimated accuracy of +/- 6 seconds.
 AZ0241
 AZ0241.The orthometric height was determined by differential leveling
 AZ0241.and adjusted by the National Geodetic Survey in June 1991..
 AZ0241
 AZ0241.The geoid height was determined by GEOID03.
 AZ0241
 AZ0241.The dynamic height is computed by dividing the NAVD 88
 AZ0241.geopotential number by the normal gravity value computed on the
 AZ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0241.degrees latitude (g = 980.6199 gals.).
 AZ0241
 AZ0241.The modeled gravity was interpolated from observed gravity values.
 AZ0241
 AZ0241;                    North         East    Units  Estimated Accuracy
 AZ0241;SPC TXSC     - 4,216,190.      370,750.      MT  (+/- 180 meters Scaled)
 AZ0241
 AZ0241                          SUPERSEDED SURVEY CONTROL
 AZ0241
 AZ0241  NGVD 29 (??/??/92)  426.805  (m)         1400.28   (f) ADJ UNCH    1 2
 AZ0241
 AZ0241.Superseded values are not recommended for survey control.
 AZ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0241.See file dsdata.txt to determine how the superseded data were derived.
 AZ0241
 AZ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT707948(NAD 83)
 AZ0241_MARKER: DB = BENCH MARK DISK
 AZ0241_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0241_SP_SET: ROCK
 AZ0241_STAMPING: L 1111 1957
 AZ0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0241+STABILITY: POSITION/ELEVATION WELL
 AZ0241
 AZ0241  HISTORY     - Date     Condition        Report By
 AZ0241  HISTORY     - 1957     MONUMENTED       CGS
 AZ0241  HISTORY     - 1958     GOOD             NGS
 AZ0241  HISTORY     - 20010607 MARK NOT FOUND   USPSQD
 AZ0241
 AZ0241                          STATION DESCRIPTION
 AZ0241
 AZ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0241'13.85 MI E FROM LANGTRY.
 AZ0241'ABOUT 13.85 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0241'THE STATION AT LANGTRY, 109 FEET NORTH-NORTHEAST OF AND ACROSS THE
 AZ0241'TRACK FROM MILEPOST 429, IN THE TOP OF A FLAT LIMESTONE ROCK WHICH IS
 AZ0241'ABOUT FLUSH WITH THE GROUND, 21 1/2 FEET NORTH OF THE NORTH RAIL, 25
 AZ0241'FEET SOUTHEAST OF A TELEPHONE POLE, AND ABOUT 2 FEET BELOW THE LEVEL
 AZ0241'OF THE TRACK.
 AZ0241
 AZ0241                          STATION RECOVERY (2001)
 AZ0241
 AZ0241'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0274 ***********************************************************************
 AZ0274  DESIGNATION -  L 1112
 AZ0274  PID         -  AZ0274
 AZ0274  STATE/COUNTY-  TX/VAL VERDE
 AZ0274  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0274
 AZ0274                         *CURRENT SURVEY CONTROL
 AZ0274  ___________________________________________________________________
 AZ0274* NAD 83(1986)-  29 31 35.     (N)    101 04 14.     (W)     SCALED    
 AZ0274* NAVD 88     -       354.159  (meters)    1161.94   (feet)  POSTED    
 AZ0274  ___________________________________________________________________
 AZ0274  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AZ0274  DYNAMIC HT  -         353.640 (meters)    1160.23  (feet)  COMP
 AZ0274  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 AZ0274
 AZ0274  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0274
 AZ0274.The horizontal coordinates were scaled from a topographic map and have
 AZ0274.an estimated accuracy of +/- 6 seconds.
 AZ0274
 AZ0274.The orthometric height was determined by differential leveling
 AZ0274.and adjusted by the National Geodetic Survey in 1992..
 AZ0274.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0274.rate of 0.0 thru 1.0 mm/km.
 AZ0274
 AZ0274.The geoid height was determined by GEOID03.
 AZ0274
 AZ0274.The dynamic height is computed by dividing the NAVD 88
 AZ0274.geopotential number by the normal gravity value computed on the
 AZ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0274.degrees latitude (g = 980.6199 gals.).
 AZ0274
 AZ0274.The modeled gravity was interpolated from observed gravity values.
 AZ0274
 AZ0274;                    North         East    Units  Estimated Accuracy
 AZ0274;SPC TXSC     - 4,189,410.      399,320.      MT  (+/- 180 meters Scaled)
 AZ0274
 AZ0274                          SUPERSEDED SURVEY CONTROL
 AZ0274
 AZ0274  NGVD 29 (??/??/92)  354.078  (m)         1161.67   (f) ADJ UNCH    1 2
 AZ0274
 AZ0274.Superseded values are not recommended for survey control.
 AZ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0274.See file dsdata.txt to determine how the superseded data were derived.
 AZ0274
 AZ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT993680(NAD 83)
 AZ0274_MARKER: DB = BENCH MARK DISK
 AZ0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0274_SP_SET: ABUTMENT
 AZ0274_STAMPING: L 1112 1957
 AZ0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0274
 AZ0274  HISTORY     - Date     Condition        Report By
 AZ0274  HISTORY     - 1957     MONUMENTED       CGS
 AZ0274  HISTORY     - 1958     GOOD             NGS
 AZ0274  HISTORY     - 19980805 MARK NOT FOUND   USPSQD
 AZ0274  HISTORY     - 20030425 POOR             USPSQD
 AZ0274
 AZ0274                          STATION DESCRIPTION
 AZ0274
 AZ0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0274'13.7 MI SE FROM COMSTOCK.
 AZ0274'ABOUT 13.7 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0274'FROM THE STATION AT COMSTOCK, 4 POLES SOUTHEAST OF MILEPOST 400, IN
 AZ0274'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE
 AZ0274'BRIDGE OVER EVANS CREEK, 5 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 AZ0274'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 AZ0274
 AZ0274                          STATION RECOVERY (1998)
 AZ0274
 AZ0274'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0274'MARK NOT FOUND.
 AZ0274
 AZ0274                          STATION RECOVERY (2003)
 AZ0274
 AZ0274'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0274'DISK IS MISSING, BUT STEM IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0342 ***********************************************************************
 AZ0342  DESIGNATION -  L 1113
 AZ0342  PID         -  AZ0342
 AZ0342  STATE/COUNTY-  TX/VAL VERDE
 AZ0342  USGS QUAD   -  PUMPVILLE (1980)
 AZ0342
 AZ0342                         *CURRENT SURVEY CONTROL
 AZ0342  ___________________________________________________________________
 AZ0342* NAD 83(1986)-  29 56 40.     (N)    101 44 24.     (W)     SCALED    
 AZ0342* NAVD 88     -       552.938  (meters)    1814.10   (feet)  ADJUSTED  
 AZ0342  ___________________________________________________________________
 AZ0342  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AZ0342  DYNAMIC HT  -         552.122 (meters)    1811.42  (feet)  COMP
 AZ0342  MODELED GRAV-     979,149.2   (mgal)                       NAVD 88
 AZ0342
 AZ0342  VERT ORDER  -  FIRST     CLASS II
 AZ0342
 AZ0342.The horizontal coordinates were scaled from a topographic map and have
 AZ0342.an estimated accuracy of +/- 6 seconds.
 AZ0342
 AZ0342.The orthometric height was determined by differential leveling
 AZ0342.and adjusted by the National Geodetic Survey in June 1991..
 AZ0342
 AZ0342.The geoid height was determined by GEOID03.
 AZ0342
 AZ0342.The dynamic height is computed by dividing the NAVD 88
 AZ0342.geopotential number by the normal gravity value computed on the
 AZ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0342.degrees latitude (g = 980.6199 gals.).
 AZ0342
 AZ0342.The modeled gravity was interpolated from observed gravity values.
 AZ0342
 AZ0342;                    North         East    Units  Estimated Accuracy
 AZ0342;SPC TXSC     - 4,237,070.      335,530.      MT  (+/- 180 meters Scaled)
 AZ0342
 AZ0342                          SUPERSEDED SURVEY CONTROL
 AZ0342
 AZ0342  NGVD 29 (??/??/92)  552.794  (m)         1813.62   (f) ADJ UNCH    1 2
 AZ0342
 AZ0342.Superseded values are not recommended for survey control.
 AZ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0342.See file dsdata.txt to determine how the superseded data were derived.
 AZ0342
 AZ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU355157(NAD 83)
 AZ0342_MARKER: DB = BENCH MARK DISK
 AZ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0342_STAMPING: L 1113 1957
 AZ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0342+STABILITY: SURFACE MOTION
 AZ0342
 AZ0342  HISTORY     - Date     Condition        Report By
 AZ0342  HISTORY     - 1957     MONUMENTED       CGS
 AZ0342  HISTORY     - 1958     GOOD             NGS
 AZ0342  HISTORY     - 20010601 GOOD             USPSQD
 AZ0342
 AZ0342                          STATION DESCRIPTION
 AZ0342
 AZ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0342'14.05 MI NW FROM LANGTRY.
 AZ0342'ABOUT 14.05 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0342'FROM THE STATION AT LANGTRY, 3 POLES SOUTHEAST OF MILEPOST 457, 51
 AZ0342'FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 0.15 MILE NORTHWEST OF THE
 AZ0342'CROSSING OF RANCH ROAD 1865 AT PUMPVILLE, 15 FEET WEST OF A TELEPHONE
 AZ0342'POLE, 126 FEET WEST OF SIGNAL NUMBER 456.8, 3 1/2 FEET NORTHEAST OF A
 AZ0342'FENCE, 2 FEET NORTHWEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 AZ0342'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 AZ0342
 AZ0342                          STATION RECOVERY (2001)
 AZ0342
 AZ0342'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AZ0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0418 ***********************************************************************
 BP0418  FBN         -  This is a Federal Base Network Control Station.
 BP0418  SACS        -  This is a Secondary Airport Control Station.
 BP0418  DESIGNATION -  L 1114
 BP0418  PID         -  BP0418
 BP0418  STATE/COUNTY-  TX/BREWSTER
 BP0418  USGS QUAD   -  ALPINE NORTH (1972)
 BP0418
 BP0418                         *CURRENT SURVEY CONTROL
 BP0418  ___________________________________________________________________
 BP0418* NAD 83(1993)-  30 23 18.37196(N)    103 40 31.93048(W)     ADJUSTED  
 BP0418* NAVD 88     -      1354.652  (meters)    4444.39   (feet)  ADJUSTED  
 BP0418  ___________________________________________________________________
 BP0418  X           -  -1,302,160.568 (meters)                     COMP
 BP0418  Y           -  -5,351,606.724 (meters)                     COMP
 BP0418  Z           -   3,208,266.525 (meters)                     COMP
 BP0418  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 BP0418  ELLIP HEIGHT-        1333.64  (meters)          (05/01/00) GPS OBS
 BP0418  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 BP0418  DYNAMIC HT  -        1352.472 (meters)    4437.24  (feet)  COMP
 BP0418  MODELED GRAV-     978,983.9   (mgal)                       NAVD 88
 BP0418
 BP0418  HORZ ORDER  -  B
 BP0418  VERT ORDER  -  FIRST     CLASS I
 BP0418  ELLP ORDER  -  THIRD     CLASS I
 BP0418
 BP0418.This mark is at Alpine-Casparis Muni (E38) Airport (E38)
 BP0418
 BP0418.The horizontal coordinates were established by GPS observations
 BP0418.and adjusted by the National Geodetic Survey in May 1994..
 BP0418
 BP0418.The orthometric height was determined by differential leveling
 BP0418.and adjusted by the National Geodetic Survey in June 1991..
 BP0418.WARNING-GPS observations at this control monument resulted in a GPS
 BP0418.derived orthometric height which differed from the leveled height by
 BP0418.more than one decimeter (0.1 meter).
 BP0418
 BP0418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BP0418
 BP0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 BP0418
 BP0418.The ellipsoidal height was determined by GPS observations
 BP0418.and is referenced to NAD 83.
 BP0418
 BP0418.The geoid height was determined by GEOID03.
 BP0418
 BP0418.The dynamic height is computed by dividing the NAVD 88
 BP0418.geopotential number by the normal gravity value computed on the
 BP0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0418.degrees latitude (g = 980.6199 gals.).
 BP0418
 BP0418.The modeled gravity was interpolated from observed gravity values.
 BP0418
 BP0418;                    North         East     Units Scale Factor Converg.
 BP0418;SPC TXSC     - 4,292,169.915   150,747.434   MT  1.00003205   -2 17 26.2
 BP0418;SPC TXSC     -14,081,894.13    494,577.21   sFT  1.00003205   -2 17 26.2
 BP0418;UTM  13      - 3,362,572.623   627,246.623   MT  0.99979975   +0 40 12.3
 BP0418
 BP0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BP0418!SPC TXSC     -   0.99979060  x   1.00003205  =   0.99982265
 BP0418!UTM  13      -   0.99979060  x   0.99979975  =   0.99959040
 BP0418
 BP0418                          SUPERSEDED SURVEY CONTROL
 BP0418
 BP0418  ELLIP H (05/09/94) 1333.73   (m)                       GP(       ) 4 2
 BP0418  ELLIP H (12/21/93) 1333.69   (m)                       GP(       ) 4 1
 BP0418  NAD 83(1986)-  30 23 18.37355(N)    103 40 31.92919(W) AD(       ) 3
 BP0418  NAVD 88 (07/24/98) 1354.65   (m)         4444.4    (f) LEVELING    3  
 BP0418  NAVD 88 (05/09/94) 1354.65   (m)         4444.4    (f) LEVELING    3  
 BP0418  NGVD 29 (??/??/92) 1354.207  (m)         4442.93   (f) ADJ UNCH    1 1
 BP0418
 BP0418.Superseded values are not recommended for survey control.
 BP0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0418.See file dsdata.txt to determine how the superseded data were derived.
 BP0418
 BP0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP2724762573(NAD 83)
 BP0418_MARKER: DB = BENCH MARK DISK
 BP0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0418_SP_SET: CONCRETE POST
 BP0418_STAMPING: L 1114 1958
 BP0418_MARK LOGO: CGS   
 BP0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 BP0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0418+STABILITY: SURFACE MOTION
 BP0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BP0418+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1998
 BP0418
 BP0418  HISTORY     - Date     Condition        Report By
 BP0418  HISTORY     - 1958     MONUMENTED       CGS
 BP0418  HISTORY     - 1977     GOOD             NGS
 BP0418  HISTORY     - 1981     GOOD             NGS
 BP0418  HISTORY     - 1989     GOOD             USPSQD
 BP0418  HISTORY     - 19890210 GOOD             NGS
 BP0418  HISTORY     - 19930222 GOOD             NGS
 BP0418  HISTORY     - 19950506 GOOD             NGS
 BP0418  HISTORY     - 19950712 GOOD             NGS
 BP0418  HISTORY     - 19961007 GOOD             USPSQD
 BP0418  HISTORY     - 19980219 GOOD             NGS
 BP0418  HISTORY     - 20030419 GOOD             USPSQD
 BP0418
 BP0418                          STATION DESCRIPTION
 BP0418
 BP0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0418'2.3 MI NW FROM ALPINE.
 BP0418'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 118 FROM THE TEXAS AND
 BP0418'NEW ORLEANS RAILROAD STATION AT ALPINE, AT THE STARNS AIRPORT, 158
 BP0418'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24 1/2 FEET
 BP0418'SOUTHEAST OF THE EAST CORNER OF A CONCRETE APRON IN FRONT OF THE
 BP0418'MAINTENANCE HANGAR, 3 FEET NORTHEAST OF THE NORTHEAST FACE OF A STUCCO
 BP0418'BUILDING, 1 FOOT NORTHEAST OF A FENCE, AND IN THE TOP OF A CONCRETE
 BP0418'POST PROJECTING 6 INCHES.
 BP0418
 BP0418                          STATION RECOVERY (1977)
 BP0418
 BP0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0418'RECOVERED IN GOOD CONDITION.
 BP0418
 BP0418                          STATION RECOVERY (1981)
 BP0418
 BP0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0418'IN ALPINE,  AT THE ALPINE MUNICIPAL AIRPORT, 28.4 METERS (93.2 FT)
 BP0418'NORTHWEST OF THE CENTER OF A PAVED ROAD LEADING SOUTHWEST TO THE
 BP0418'AIRPORT, 2.5 METERS (8.2 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE
 BP0418'A STUCCO BUILDING AND 0.3 METER (1.0 FT) NORTHWEST OF A METAL WITNESS
 BP0418'POST.
 BP0418
 BP0418                          STATION RECOVERY (1989)
 BP0418
 BP0418'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BP0418'RECOVERED IN GOOD CONDITION.
 BP0418
 BP0418                          STATION RECOVERY (1989)
 BP0418
 BP0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 BP0418'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHWEST OF ALPINE, AT
 BP0418'THE ALPINE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF ALPINE, POST OFFICE
 BP0418'BOX 149, ALPINE, TEXAS 79830.  THE AIRPORT MANAGER IS TOM LONGMAN,
 BP0418'TELEPHONE 915-837-2744.
 BP0418'TO REACH THE STATION FROM THE EASTBOUND JUNCTION OF U.S. HIGHWAYS 67,
 BP0418'90 AND STATE HIGHWAY 118 IN ALPINE, GO NORTH ON STATE HIGHWAY 118 FOR
 BP0418'2.64 KM (1.65 MI) TO A STATE HIGHWAY DEPARTMENT OFFICE ON THE RIGHT.
 BP0418'CONTINUE AHEAD FOR 1.09 KM (0.70 MI) TO THE AIRPORT ENTRANCE ON THE
 BP0418'LEFT.  TURN LEFT AND GO SOUTHWEST FOR 0.15 KM (0.10 MI) TO THE OFFICE
 BP0418'AND A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND GO
 BP0418'NORTHEAST ACROSS THE AIRCRAFT PARKING AREA FOR 0.10 KM (0.05 MI) TO
 BP0418'THE STATION, NEAR THE PERIMETER FENCE.
 BP0418'THE STATION IS 29.5 M (96.8 FT) SOUTHWEST OF THE PERIMETER FENCE, 23.3
 BP0418'M (76.4 FT)  NORTHWEST OF THE PERIMETER FENCE, 20.1 M (65.9 FT) SOUTH
 BP0418'OF THE SOUTHEAST BRICK COLUMN SUPPORTING AN AIRPORT SIGN, 0.8 M
 BP0418'(2.6 FT) NORTHEAST OF A FOUNDATION EDGE, AND 0.4 M (1.3 FT) NORTHWEST
 BP0418'OF A WITNESS POST.
 BP0418'DESCRIBED BY R.D.B.
 BP0418
 BP0418                          STATION RECOVERY (1993)
 BP0418
 BP0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BP0418'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTHWEST OF ALPINE, AT THE
 BP0418'ALPINE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF ALPINE, P.O. BOX 149,
 BP0418'ALPINE, TX 79830. AIRPORT MANAGER AND FBO IS NEIL MURDOCH, PHONE
 BP0418'915-837-2744.
 BP0418'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 90 WESTBOUND AND STATE
 BP0418'HIGHWAY 118 IN ALPINE, GO NORTH ON HIGHWAY 118 FOR 2.49 KM (1.55 MI)
 BP0418'TO A STATE HIGHWAY DEPARTMENT OFFICE ON THE RIGHT.  CONTINUE AHEAD ON
 BP0418'HIGHWAY 118 FOR 1.12 KM (0.70 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 BP0418'SOUTHWEST, ON AIRPORT ENTRANCE ROAD FOR 0.17 KM (0.10 MI) TO A LOCKED
 BP0418'GATE ON THE RIGHT AT THE TERMINAL BUILDING.  TURN RIGHT, PASSING
 BP0418'THROUGH GATE, THEN TURN RIGHT, NORTHEAST, ON APRON FOR 0.10 KM
 BP0418'(0.05 MI) TO THE SOUTHEAST CORNER OF THE PERIMETER FENCE AND THE
 BP0418'STATION.
 BP0418'STATION MARK IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST IN METAL
 BP0418'SLEEVE PROJECTING 20 CM ABOVE GROUND AT MOWED AREA.  IT IS 29.4 M
 BP0418'(96.5 FT) SOUTHWEST OF THE FENCE, 23.3 M (76.4 FT) NORTHWEST OF THE
 BP0418'FENCE, 22.4 M (73.5 FT) SOUTH OF THE NORTHWEST POST SUPPORTING THE
 BP0418'AIRPORT SIGN, ON THE NORTHEAST SIDE OF THE FLUSH FOUNDATION, 4.0 M
 BP0418'(13.1 FT) EAST-SOUTHEAST OF THE NORTH CORNER OF THE FOUNDATION AND
 BP0418'0.4 M (1.3 FT) NORTHWEST OF A METAL WITNESS POST.
 BP0418
 BP0418                          STATION RECOVERY (1995)
 BP0418
 BP0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 BP0418'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTHWEST OF ALPINE, AT
 BP0418'THE ALPINE-CASPARIS MUNICIPAL AIRPORT.  IN THE GRASS, ON THE NORTHWEST
 BP0418'SIDE OF THE ENTRANCE ROAD, ABOUT 48.1 M (157.8 FT) FROM THE HIGHWAY
 BP0418'CENTERLINE, INSIDE THE CHAIN LINK BOUNDRY FENCE. OWNERSHIP--TERLINGUA
 BP0418'RANCH INC.  TERLINGUA, RT BOX 220 ALPINE, TX. 79830.  AIRPORT MANAGER
 BP0418'GEORGE ELLINGTON, PHONE 915-837-3009.  TO REACH THE STATION FROM THE
 BP0418'EASTBOUND JUNCTION OF U.S.  HIGHWAYS 67, 90 AND STATE HIGHWAY 118 IN
 BP0418'ALPINE, GO NORTH ON HIGHWAY 118, 3.69 KM (2.30 MI) TO THE AIRPORT
 BP0418'ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHWEST, 0.04 KM (0.00 MI) TO THE
 BP0418'STATION ON THE RIGHT.  STATION IS 48.1 M (157.8 FT) SOUTHWEST OF THE
 BP0418'HIGHWAY CENTERLINE, 29.5 M (96.8 FT) SOUTHWEST OF A FENCE, 23.2 M
 BP0418'(76.1 FT) NORTHWEST OF A FENCE, 0.8 M (2.6 FT) EAST OF A CONCRETE
 BP0418'SLAB, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS 0.2
 BP0418'M (0.7 FT) ABOVE THE GROUND SURFACE. NOTE--THIS STATION WAS SELECTED
 BP0418'AS A SACS.
 BP0418
 BP0418                          STATION RECOVERY (1995)
 BP0418
 BP0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (BWM)
 BP0418'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHWEST OF ALPINE, AT
 BP0418'THE ALPINE MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF ALPINE, POST OFFICE
 BP0418'BOX 149, ALPINE, TEXAS 79830.  THE AIRPORT MANAGER IS TOM LONGMAN,
 BP0418'TELEPHONE 915-837-2744.  TO REACH THE STATION FROM THE EASTBOUND
 BP0418'JUNCTION OF U.S.  HIGHWAYS 67, 90 AND STATE HIGHWAY 118 IN ALPINE, GO
 BP0418'NORTH ON STATE HIGHWAY 118 FOR 2.64 KM (1.65 MI) TO A STATE HIGHWAY
 BP0418'DEPARTMENT OFFICE ON THE RIGHT.  CONTINUE AHEAD FOR 1.09 KM (0.65 MI)
 BP0418'TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO SOUTHWEST FOR
 BP0418'0.15 KM (0.10 MI) TO THE OFFICE AND A GATE ON THE RIGHT.  TURN RIGHT,
 BP0418'PASS THROUGH THE GATE, AND GO NORTHEAST ACROSS THE AIRCRAFT PARKING
 BP0418'AREA FOR 0.10 KM (0.05 MI) TO THE STATION, NEAR THE PERIMETER FENCE.
 BP0418'THE STATION IS 29.5 M (96.8 FT) SOUTHWEST OF THE PERIMETER FENCE, 23.3
 BP0418'M (76.4 FT) NORTHWEST OF THE PERIMETER FENCE, 20.1 M (65.9 FT) SOUTH
 BP0418'OF THE SOUTHEAST BRICK COLUMN SUPPORTING AN AIRPORT SIGN, 0.8 M (2.6
 BP0418'FT) NORTHEAST OF A FOUNDATION EDGE, AND 0.4 M (1.3 FT) NORTHWEST OF A
 BP0418'WITNESS POST.  DESCRIBED BY R.D.B.  THIS IS A SAC STATION
 BP0418
 BP0418                          STATION RECOVERY (1996)
 BP0418
 BP0418'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0418'RECOVERED IN GOOD CONDITION.
 BP0418
 BP0418                          STATION RECOVERY (1998)
 BP0418
 BP0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BP0418'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF ALPINE, AT
 BP0418'THE ALPINE-CASPARIS MUNICIPAL AIRPORT.  IN THE GRASS NEAR THE
 BP0418'ENTRANCE, ON THE NORTHWEST SIDE OF THE ENTRANCE ROAD, INSIDE A
 BP0418'CHAIN-LINK PERIMETER FENCE, NEAR THE EAST EDGE OF A CONCRETE SLAB.
 BP0418'OWNERSHIP--CITY OF ALPINE, P.O. BOX 149, ALPINE, TX. 79830. AIRPORT
 BP0418'MANAGER DOUG LIVELEY, F.B.O. IS BOBBY LEONARD.  PHONE 915-837-2744.
 BP0418'TO REACH THE STATION FROM THE EASTBOUND JUNCTION OF U.S. HIGHWAYS 67,
 BP0418'90 AND STATE HIGHWAY 118 NEAR THE CENTER OF ALPINE, GO
 BP0418'NORTH-NORTHWEST, FOR 3.69 KM (2.30 MI) ALONG HIGHWAY 118 TO THE
 BP0418'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHWEST, FOR 0.15 KM (0.10
 BP0418'MI) TO THE AIRPORT OFFICE AND GATE ON THE RIGHT.  TURN RIGHT, PASSING
 BP0418'THROUGH GATE, THEN RIGHT, NORTHEAST, FOR 0.10 KM (0.05 MI) CROSSING
 BP0418'THE TIE DOWN AREA AND GRASS TO THE CONCRETE SLAB AND THE STATION ON
 BP0418'THE LEFT.  STATION IS 48.1 M (157.8 FT) SOUTHWEST OF THE HIGHWAY
 BP0418'CENTERLINE, 29.5 M (96.8 FT) SOUTHWEST OF A CHAIN-LINK FENCE, 23.2 M
 BP0418'(76.1 FT) NORTHWEST OF A CHAIN-LINK FENCE, 0.8 M (2.6 FT) EAST OF A
 BP0418'CONCRETE SLAB, 0.4 M (1.3 FT) NORTH OF A METAL WITNESS POST, AND THE
 BP0418'MONUMENT IS PROJECTING 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.  BY
 BP0418'R.G. HAYES
 BP0418
 BP0418                          STATION RECOVERY (2003)
 BP0418
 BP0418'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BP0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0494 ***********************************************************************
 BP0494  DESIGNATION -  L 1115
 BP0494  PID         -  BP0494
 BP0494  STATE/COUNTY-  TX/REEVES
 BP0494  USGS QUAD   -  TOYAHVALE (1972)
 BP0494
 BP0494                         *CURRENT SURVEY CONTROL
 BP0494  ___________________________________________________________________
 BP0494* NAD 83(1986)-  30 54 07.     (N)    103 47 23.     (W)     SCALED    
 BP0494* NAVD 88     -      1082.268  (meters)    3550.74   (feet)  POSTED    
 BP0494  ___________________________________________________________________
 BP0494  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BP0494  DYNAMIC HT  -        1080.600 (meters)    3545.27  (feet)  COMP
 BP0494  MODELED GRAV-     979,066.4   (mgal)                       NAVD 88
 BP0494
 BP0494  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BP0494
 BP0494.The horizontal coordinates were scaled from a topographic map and have
 BP0494.an estimated accuracy of +/- 6 seconds.
 BP0494
 BP0494.The orthometric height was determined by differential leveling
 BP0494.and adjusted by the National Geodetic Survey in 1992..
 BP0494.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BP0494.rate of 2.1 thru 3.0 mm/km.
 BP0494
 BP0494.The geoid height was determined by GEOID03.
 BP0494
 BP0494.The dynamic height is computed by dividing the NAVD 88
 BP0494.geopotential number by the normal gravity value computed on the
 BP0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0494.degrees latitude (g = 980.6199 gals.).
 BP0494
 BP0494.The modeled gravity was interpolated from observed gravity values.
 BP0494
 BP0494;                    North         East    Units  Estimated Accuracy
 BP0494;SPC TX C     - 3,142,070.      369,660.      MT  (+/- 180 meters Scaled)
 BP0494
 BP0494                          SUPERSEDED SURVEY CONTROL
 BP0494
 BP0494  NGVD 29 (??/??/92) 1081.908  (m)         3549.56   (f) ADJ UNCH    2 0
 BP0494
 BP0494.Superseded values are not recommended for survey control.
 BP0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0494.See file dsdata.txt to determine how the superseded data were derived.
 BP0494
 BP0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ156193(NAD 83)
 BP0494_MARKER: DB = BENCH MARK DISK
 BP0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0494_STAMPING: L 1115 1958
 BP0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0494+STABILITY: SURFACE MOTION
 BP0494
 BP0494  HISTORY     - Date     Condition        Report By
 BP0494  HISTORY     - 1958     MONUMENTED       CGS
 BP0494  HISTORY     - 19961011 GOOD             USPSQD
 BP0494  HISTORY     - 20050729 GOOD             USPSQD
 BP0494
 BP0494                          STATION DESCRIPTION
 BP0494
 BP0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0494'3.0 MI S FROM TOYAHVALE.
 BP0494'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 BP0494'TOYAHVALE, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.1 MILE
 BP0494'NORTH OF A LARGE 3-CHANNEL CONCRETE CULVERT, 2 1/2 FEET NORTHWEST OF
 BP0494'THE JEFF DAVIS-REEVES COUNTY LINE, 3 1/2 FEET NORTHWEST OF A F.A.P.
 BP0494'MARKER POST, 1 1/2 FEET EAST OF A FENCE, IN THE TOP OF A CONCRETE POST
 BP0494'PROJECTING 8 INCHES.
 BP0494
 BP0494                          STATION RECOVERY (1996)
 BP0494
 BP0494'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0494'RECOVERED IN GOOD CONDITION.
 BP0494
 BP0494                          STATION RECOVERY (2005)
 BP0494
 BP0494'RECOVERY NOTE BY US POWER SQUADRON 2005 (BEL)
 BP0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0358 ***********************************************************************
 BO0358  DESIGNATION -  L 1116
 BO0358  PID         -  BO0358
 BO0358  STATE/COUNTY-  TX/PECOS
 BO0358  USGS QUAD   -  SHEFFIELD (1967)
 BO0358
 BO0358                         *CURRENT SURVEY CONTROL
 BO0358  ___________________________________________________________________
 BO0358* NAD 83(1986)-  30 40 43.     (N)    101 49 57.     (W)     SCALED    
 BO0358* NAVD 88     -       664.282  (meters)    2179.40   (feet)  ADJUSTED  
 BO0358  ___________________________________________________________________
 BO0358  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 BO0358  DYNAMIC HT  -         663.309 (meters)    2176.21  (feet)  COMP
 BO0358  MODELED GRAV-     979,155.8   (mgal)                       NAVD 88
 BO0358
 BO0358  VERT ORDER  -  SECOND    CLASS 0
 BO0358
 BO0358.The horizontal coordinates were scaled from a topographic map and have
 BO0358.an estimated accuracy of +/- 6 seconds.
 BO0358
 BO0358.The orthometric height was determined by differential leveling
 BO0358.and adjusted by the National Geodetic Survey in June 1991..
 BO0358
 BO0358.The geoid height was determined by GEOID03.
 BO0358
 BO0358.The dynamic height is computed by dividing the NAVD 88
 BO0358.geopotential number by the normal gravity value computed on the
 BO0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0358.degrees latitude (g = 980.6199 gals.).
 BO0358
 BO0358.The modeled gravity was interpolated from observed gravity values.
 BO0358
 BO0358;                    North         East    Units  Estimated Accuracy
 BO0358;SPC TX C     - 3,113,150.      556,360.      MT  (+/- 180 meters Scaled)
 BO0358
 BO0358                          SUPERSEDED SURVEY CONTROL
 BO0358
 BO0358  NGVD 29 (??/??/92)  664.057  (m)         2178.66   (f) ADJ UNCH    2 0
 BO0358
 BO0358.Superseded values are not recommended for survey control.
 BO0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0358.See file dsdata.txt to determine how the superseded data were derived.
 BO0358
 BO0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU286974(NAD 83)
 BO0358_MARKER: DB = BENCH MARK DISK
 BO0358_SETTING: 66 = SET IN ROCK OUTCROP
 BO0358_SP_SET: BEDROCK
 BO0358_STAMPING: L 1116 1958
 BO0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0358+STABILITY: POSITION/ELEVATION WELL
 BO0358
 BO0358  HISTORY     - Date     Condition        Report By
 BO0358  HISTORY     - 1958     MONUMENTED       CGS
 BO0358
 BO0358                          STATION DESCRIPTION
 BO0358
 BO0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BO0358'1.0 MI SW FROM SHEFFIELD.
 BO0358'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 349 FROM THE POST OFFICE
 BO0358'AT SHEFFIELD, IN THE TOP OF BEDROCK IN A SMALL NARROW WASH, 94 FEET
 BO0358'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.15 MILE NORTHEAST
 BO0358'OF A CURVE IN THE HIGHWAY, ABOUT 0.1 MILE NORTH OF AND ACROSS THE
 BO0358'HIGHWAY FROM A SMALL EARTH DAM USED FOR IRRIGATION, 142 1/2 FEET
 BO0358'NORTHEAST OF A POWER POLE AND IN LINE WITH A ROW OF POLES, AND 45 FEET
 BO0358'NORTHWEST OF A WHITE WOODEN WITNESS POST SET IN A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0292 ***********************************************************************
 CD0292  DESIGNATION -  L 1117
 CD0292  PID         -  CD0292
 CD0292  STATE/COUNTY-  TX/CULBERSON
 CD0292  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0292
 CD0292                         *CURRENT SURVEY CONTROL
 CD0292  ___________________________________________________________________
 CD0292* NAD 83(1986)-  31 46 23.     (N)    104 52 04.     (W)     SCALED    
 CD0292* NAVD 88     -      1223.016  (meters)    4012.51   (feet)  ADJUSTED  
 CD0292  ___________________________________________________________________
 CD0292  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CD0292  DYNAMIC HT  -        1221.163 (meters)    4006.43  (feet)  COMP
 CD0292  MODELED GRAV-     979,082.1   (mgal)                       NAVD 88
 CD0292
 CD0292  VERT ORDER  -  FIRST     CLASS I
 CD0292
 CD0292.The horizontal coordinates were scaled from a topographic map and have
 CD0292.an estimated accuracy of +/- 6 seconds.
 CD0292
 CD0292.The orthometric height was determined by differential leveling
 CD0292.and adjusted by the National Geodetic Survey in June 1991..
 CD0292
 CD0292.The geoid height was determined by GEOID03.
 CD0292
 CD0292.The dynamic height is computed by dividing the NAVD 88
 CD0292.geopotential number by the normal gravity value computed on the
 CD0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0292.degrees latitude (g = 980.6199 gals.).
 CD0292
 CD0292.The modeled gravity was interpolated from observed gravity values.
 CD0292
 CD0292;                    North         East    Units  Estimated Accuracy
 CD0292;SPC TX C     - 3,242,270.      270,610.      MT  (+/- 180 meters Scaled)
 CD0292
 CD0292                          SUPERSEDED SURVEY CONTROL
 CD0292
 CD0292  NGVD 29 (??/??/92) 1222.464  (m)         4010.70   (f) ADJ UNCH    1 1
 CD0292
 CD0292.Superseded values are not recommended for survey control.
 CD0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0292.See file dsdata.txt to determine how the superseded data were derived.
 CD0292
 CD0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER125152(NAD 83)
 CD0292_MARKER: DB = BENCH MARK DISK
 CD0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0292_STAMPING: L 1117 1958
 CD0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0292+STABILITY: SURFACE MOTION
 CD0292
 CD0292  HISTORY     - Date     Condition        Report By
 CD0292  HISTORY     - 1958     MONUMENTED       CGS
 CD0292  HISTORY     - 1977     GOOD             NGS
 CD0292
 CD0292                          STATION DESCRIPTION
 CD0292
 CD0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0292'92.55 MI E FROM EL PASO.
 CD0292'ABOUT 89.9 MILES EAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CD0292'JUNCTION OF LOOP 16 AT EL PASO, THENCE 2.65 MILES EAST ALONG THE OLD
 CD0292'HIGHWAY.  51 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE OLD
 CD0292'HIGHWAY, ABOUT 0.9 MILE WEST OF THE JUNCTION OF THE OLD HIGHWAY AND
 CD0292'STATE HIGHWAY 54, ABOUT 400 FEET NORTH OF AND ACROSS THE OLD HIGHWAY
 CD0292'FROM A STEEL WINDMILL, ABOUT 0.2 MILE EAST-NORTHEAST OF THE CREST OF A
 CD0292'HILL, 2 FEET SOUTH OF A FENCE, 2 FEET WEST OF A CONCRETE WITNESS POST,
 CD0292'ABOUT 1 FOOT BELOW THE LEVEL OF THE OLD HIGHWAY, AND IN THE TOP OF A
 CD0292'CONCRETE POST PROJECTING 6 INCHES.
 CD0292
 CD0292                          STATION RECOVERY (1977)
 CD0292
 CD0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0292'9.25 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0292'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.3 MILES
 CD0292'SOUTH ALONG STATE HIGHWAY 54, THENCE 0.9 MILE SOUTHWEST
 CD0292'ALONG A PAVED ROAD (OLD HIGHWAYS 62 AND 180),
 CD0292'0.2 MILE NORTHEAST OF THE CREST OF A HILL, 0.05 MILE NORTHEAST
 CD0292'OF A 42-INCH CORRUGATED STEEL PIPE CULVERT UNDER THE OLD
 CD0292'HIGHWAYS, 51 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CD0292'400 FT. NORTH, AND ACROSS THE HIGHWAY FROM A STEEL WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0150 ***********************************************************************
 CE0150  DESIGNATION -  L 1118
 CE0150  PID         -  CE0150
 CE0150  STATE/COUNTY-  TX/EL PASO
 CE0150  USGS QUAD   -  NATIONS SOUTH WELL (1995)
 CE0150
 CE0150                         *CURRENT SURVEY CONTROL
 CE0150  ___________________________________________________________________
 CE0150* NAD 83(1986)-  31 48 37.     (N)    106 14 22.     (W)     SCALED    
 CE0150* NAVD 88     -      1224.701  (meters)    4018.04   (feet)  ADJUSTED  
 CE0150  ___________________________________________________________________
 CE0150  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0150  DYNAMIC HT  -        1222.830 (meters)    4011.90  (feet)  COMP
 CE0150  MODELED GRAV-     979,069.4   (mgal)                       NAVD 88
 CE0150
 CE0150  VERT ORDER  -  FIRST     CLASS I
 CE0150
 CE0150.The horizontal coordinates were scaled from a topographic map and have
 CE0150.an estimated accuracy of +/- 6 seconds.
 CE0150
 CE0150.The orthometric height was determined by differential leveling
 CE0150.and adjusted by the National Geodetic Survey in November 1996..
 CE0150
 CE0150.The geoid height was determined by GEOID03.
 CE0150
 CE0150.The dynamic height is computed by dividing the NAVD 88
 CE0150.geopotential number by the normal gravity value computed on the
 CE0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0150.degrees latitude (g = 980.6199 gals.).
 CE0150
 CE0150.The modeled gravity was interpolated from observed gravity values.
 CE0150
 CE0150;                    North         East    Units  Estimated Accuracy
 CE0150;SPC TX C     - 3,252,480.      141,040.      MT  (+/- 180 meters Scaled)
 CE0150
 CE0150                          SUPERSEDED SURVEY CONTROL
 CE0150
 CE0150  NAVD 88 (06/15/91) 1224.698  (m)         4018.03   (f) UNKNOWN     1 1
 CE0150  NGVD 29 (??/??/92) 1224.047  (m)         4015.89   (f) ADJ UNCH    1 1
 CE0150
 CE0150.Superseded values are not recommended for survey control.
 CE0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0150.See file dsdata.txt to determine how the superseded data were derived.
 CE0150
 CE0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR826200(NAD 83)
 CE0150_MARKER: DB = BENCH MARK DISK
 CE0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0150_SP_SET: CONCRETE POST
 CE0150_STAMPING: L 1118 1958
 CE0150_MARK LOGO: CGS   
 CE0150_PROJECTION: PROJECTING 10 CENTIMETERS
 CE0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0150+STABILITY: SURFACE MOTION
 CE0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0150+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1992
 CE0150
 CE0150  HISTORY     - Date     Condition        Report By
 CE0150  HISTORY     - 1958     MONUMENTED       CGS
 CE0150  HISTORY     - 1981     GOOD             NGS
 CE0150  HISTORY     - 19921117 GOOD             NGS
 CE0150
 CE0150                          STATION DESCRIPTION
 CE0150
 CE0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CE0150'10.8 MI E FROM EL PASO.
 CE0150'ABOUT 10.8 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0150'OF LOOP 16 AT EL PASO, 61 FEET NORTH OF THE CENTER LINE OF THE
 CE0150'HIGHWAY, ABOUT 0.1 MILE EAST OF THE JUNCTION OF AN ASPHALT ROAD
 CE0150'LEADING SOUTH, 12 FEET NORTH OF A POWER POLE, 2 FEET NORTH OF A FENCE,
 CE0150'2 1/2 FEET WEST OF A CONCRETE WITNSS POST, ABOUT LEVEL WITH THE
 CE0150'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CE0150
 CE0150                          STATION RECOVERY (1981)
 CE0150
 CE0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0150'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 CE0150'18.0 KM (11.2 MI) EASTERLY ALONG U. S. HIGHWAY 62 AND 180 (PAISANO
 CE0150'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO, IN
 CE0150'FRONT OF AQUA AUTO (12837 MONTANA AVENUE), 0.2 KM (0.1 MI) EAST
 CE0150'OF A PAVED ROAD LEADING SOUTH TO THE EL PASO NATURAL GAS COMPANY
 CE0150'HUECO CLUB, ENCLOSED IN A CHAIN LINK FENCE, 18.7 METERS (61.5 FT)
 CE0150'SOUTH-SOUTHWEST OF THE CENTER OF A GATE, 18.6 METERS (61.0 FT)
 CE0150'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CE0150'18.4 METERS (60.5 FT) SOUTHEAST OF A FENCE CORNER AND 3.6 METERS
 CE0150'(12.0 FT) NORTH OF A UTILITY POLE WITH A TRANSFORMER.
 CE0150'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CE0150
 CE0150                          STATION RECOVERY (1992)
 CE0150
 CE0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0150'18.0 KM (11.20 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0150'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 0.2 KM (0.10 MI) EAST
 CE0150'OF THE INTERSECTION OF HUECO CLUB ROAD, IN FRONT OF A BUILDING
 CE0150'(ABANDONED) AT 12837 MONTANA AVENUE, 18.7 M (61.4 FT) SOUTH-SOUTHEAST
 CE0150'OF THE CENTER OF A GATE, 18.6 M (61.0 FT) NORTH OF AND LEVEL WITH THE
 CE0150'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 18.4 M (60.4 FT)
 CE0150'SOUTHEAST OF A FENCE CORNER, 3.6 M (11.8 FT) NORTH OF A UTILITY POLE
 CE0150'WITH A TRANSFORMER, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 CE0150'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0477 ***********************************************************************
 CD0477  DESIGNATION -  L 1119
 CD0477  PID         -  CD0477
 CD0477  STATE/COUNTY-  TX/HUDSPETH
 CD0477  USGS QUAD   -  MICKEY DRAW EAST (1984)
 CD0477
 CD0477                         *CURRENT SURVEY CONTROL
 CD0477  ___________________________________________________________________
 CD0477* NAD 83(1986)-  31 49 00.     (N)    105 12 06.     (W)     SCALED    
 CD0477* NAVD 88     -      1167.129  (meters)    3829.16   (feet)  POSTED    
 CD0477  ___________________________________________________________________
 CD0477  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CD0477  DYNAMIC HT  -        1165.410 (meters)    3823.52  (feet)  COMP
 CD0477  MODELED GRAV-     979,123.0   (mgal)                       NAVD 88
 CD0477
 CD0477  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0477
 CD0477.The horizontal coordinates were scaled from a topographic map and have
 CD0477.an estimated accuracy of +/- 6 seconds.
 CD0477
 CD0477.The orthometric height was determined by differential leveling
 CD0477.and adjusted by the National Geodetic Survey in 1992..
 CD0477.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0477.rate of 0.0 thru 1.0 mm/km.
 CD0477
 CD0477.The geoid height was determined by GEOID03.
 CD0477
 CD0477.The dynamic height is computed by dividing the NAVD 88
 CD0477.geopotential number by the normal gravity value computed on the
 CD0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0477.degrees latitude (g = 980.6199 gals.).
 CD0477
 CD0477.The modeled gravity was interpolated from observed gravity values.
 CD0477
 CD0477;                    North         East    Units  Estimated Accuracy
 CD0477;SPC TX C     - 3,248,430.      239,220.      MT  (+/- 180 meters Scaled)
 CD0477
 CD0477                          SUPERSEDED SURVEY CONTROL
 CD0477
 CD0477  NGVD 29 (??/??/92) 1166.631  (m)         3827.52   (f) ADJ UNCH    2 0
 CD0477
 CD0477.Superseded values are not recommended for survey control.
 CD0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0477.See file dsdata.txt to determine how the superseded data were derived.
 CD0477
 CD0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR809201(NAD 83)
 CD0477_MARKER: DB = BENCH MARK DISK
 CD0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0477_STAMPING: L 1119 1958
 CD0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0477+STABILITY: SURFACE MOTION
 CD0477
 CD0477  HISTORY     - Date     Condition        Report By
 CD0477  HISTORY     - 1958     MONUMENTED       CGS
 CD0477
 CD0477                          STATION DESCRIPTION
 CD0477
 CD0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CD0477'8.4 MI S FROM DELL CITY.
 CD0477'ABOUT 8.4 MILES SOUTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CD0477'DELL CITY, 48 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.25
 CD0477'MILE WEST OF A STEEL WINDMILL AND WATER TANK, 6 1/2 FEET SOUTH OF A
 CD0477'POWER POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 CD0477'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0477'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0144 ***********************************************************************
 CV0144  DESIGNATION -  L 1120
 CV0144  PID         -  CV0144
 CV0144  STATE/COUNTY-  TX/ANDREWS
 CV0144  USGS QUAD   -  FIGURE SEVEN RANCH (1971)
 CV0144
 CV0144                         *CURRENT SURVEY CONTROL
 CV0144  ___________________________________________________________________
 CV0144* NAD 83(1986)-  32 08 32.     (N)    102 53 27.     (W)     SCALED    
 CV0144* NAVD 88     -       979.209  (meters)    3212.62   (feet)  ADJUSTED  
 CV0144  ___________________________________________________________________
 CV0144  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CV0144  DYNAMIC HT  -         977.849 (meters)    3208.16  (feet)  COMP
 CV0144  MODELED GRAV-     979,215.7   (mgal)                       NAVD 88
 CV0144
 CV0144  VERT ORDER  -  SECOND    CLASS 0
 CV0144
 CV0144.The horizontal coordinates were scaled from a topographic map and have
 CV0144.an estimated accuracy of +/- 6 seconds.
 CV0144
 CV0144.The orthometric height was determined by differential leveling
 CV0144.and adjusted by the National Geodetic Survey in June 1991..
 CV0144
 CV0144.The geoid height was determined by GEOID03.
 CV0144
 CV0144.The dynamic height is computed by dividing the NAVD 88
 CV0144.geopotential number by the normal gravity value computed on the
 CV0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0144.degrees latitude (g = 980.6199 gals.).
 CV0144
 CV0144.The modeled gravity was interpolated from observed gravity values.
 CV0144
 CV0144;                    North         East    Units  Estimated Accuracy
 CV0144;SPC TXNC     - 2,061,390.      185,860.      MT  (+/- 180 meters Scaled)
 CV0144
 CV0144                          SUPERSEDED SURVEY CONTROL
 CV0144
 CV0144  NGVD 29 (??/??/92)  978.803  (m)         3211.29   (f) ADJ UNCH    2 0
 CV0144
 CV0144.Superseded values are not recommended for survey control.
 CV0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0144.See file dsdata.txt to determine how the superseded data were derived.
 CV0144
 CV0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR989581(NAD 83)
 CV0144_MARKER: DB = BENCH MARK DISK
 CV0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0144_STAMPING: L 1120 1958
 CV0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0144+STABILITY: SURFACE MOTION
 CV0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0144+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 CV0144
 CV0144  HISTORY     - Date     Condition        Report By
 CV0144  HISTORY     - 1958     MONUMENTED       CGS
 CV0144  HISTORY     - 20031121 GOOD             INDIV
 CV0144
 CV0144                          STATION DESCRIPTION
 CV0144
 CV0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0144'18.25 MI E FROM JAL, NEW MEXICO.
 CV0144'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0144'STATION AT JAL, THENCE 17.55 MILES EAST ALONG STATE HIGHWAY 128, 59
 CV0144'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 119 FEET EAST OF A TEE
 CV0144'FENCE CORNER, AT THE EAST END OF A CURVE WITH TANGENTS EAST AND
 CV0144'SOUTHWEST, 1 FOOT NORTH OF THE SOUTH RIGHT OF WAY FENCE, 2 FEET EAST
 CV0144'OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING
 CV0144'6 INCHES.
 CV0144
 CV0144                          STATION RECOVERY (2003)
 CV0144
 CV0144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JN)
 CV0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0064 ***********************************************************************
 CV0064  DESIGNATION -  L 1125
 CV0064  PID         -  CV0064
 CV0064  STATE/COUNTY-  TX/ANDREWS
 CV0064  USGS QUAD   -  FIVE WELLS RANCH SW (1971)
 CV0064
 CV0064                         *CURRENT SURVEY CONTROL
 CV0064  ___________________________________________________________________
 CV0064* NAD 83(1986)-  32 19 29.     (N)    102 29 41.     (W)     SCALED    
 CV0064* NAVD 88     -       954.931  (meters)    3132.97   (feet)  POSTED    
 CV0064  ___________________________________________________________________
 CV0064  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CV0064  DYNAMIC HT  -         953.600 (meters)    3128.60  (feet)  COMP
 CV0064  MODELED GRAV-     979,213.8   (mgal)                       NAVD 88
 CV0064
 CV0064  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0064
 CV0064.The horizontal coordinates were scaled from a topographic map and have
 CV0064.an estimated accuracy of +/- 6 seconds.
 CV0064
 CV0064.The orthometric height was determined by differential leveling
 CV0064.and adjusted by the National Geodetic Survey in 1992..
 CV0064.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0064.rate of 3.1 thru 4.0 mm/km.
 CV0064
 CV0064.The geoid height was determined by GEOID03.
 CV0064
 CV0064.The dynamic height is computed by dividing the NAVD 88
 CV0064.geopotential number by the normal gravity value computed on the
 CV0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0064.degrees latitude (g = 980.6199 gals.).
 CV0064
 CV0064.The modeled gravity was interpolated from observed gravity values.
 CV0064
 CV0064;                    North         East    Units  Estimated Accuracy
 CV0064;SPC TXNC     - 2,080,120.      223,970.      MT  (+/- 180 meters Scaled)
 CV0064
 CV0064                          SUPERSEDED SURVEY CONTROL
 CV0064
 CV0064  NGVD 29 (??/??/92)  954.509  (m)         3131.58   (f) ADJ UNCH    2 0
 CV0064
 CV0064.Superseded values are not recommended for survey control.
 CV0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0064.See file dsdata.txt to determine how the superseded data were derived.
 CV0064
 CV0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR358791(NAD 83)
 CV0064_MARKER: DB = BENCH MARK DISK
 CV0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0064_STAMPING: L 1125 1958
 CV0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0064+STABILITY: SURFACE MOTION
 CV0064
 CV0064  HISTORY     - Date     Condition        Report By
 CV0064  HISTORY     - 1958     MONUMENTED       CGS
 CV0064  HISTORY     - 20030801 MARK NOT FOUND   TXDOT
 CV0064
 CV0064                          STATION DESCRIPTION
 CV0064
 CV0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0064'3.15 MI E FROM ANDREWS.
 CV0064'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE COUNTY
 CV0064'COURTHOUSE AT ANDREWS, THENCE 3.05 MILES EAST ALONG STATE HIGHWAY 176,
 CV0064'108 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF THE
 CV0064'CENTER LINE OF A DIRT ROAD LEADING SOUTH, 11 FEET WEST OF THE WEST END
 CV0064'OF A CATTLE GUARD, 2 FEET SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A
 CV0064'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CV0064'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CV0064
 CV0064                          STATION RECOVERY (2003)
 CV0064
 CV0064'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0064'CATTLE GUARD HAS BEEN MOVED TO THE SOUTH AND THE DRIVEWAY FOR THE DIRT
 CV0064'ROAD ENLARGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0106 ***********************************************************************
 CV0106  DESIGNATION -  L 1126
 CV0106  PID         -  CV0106
 CV0106  STATE/COUNTY-  TX/MARTIN
 CV0106  USGS QUAD   -  MABEE RANCH (1966)
 CV0106
 CV0106                         *CURRENT SURVEY CONTROL
 CV0106  ___________________________________________________________________
 CV0106* NAD 83(1986)-  32 14 48.     (N)    102 08 51.     (W)     SCALED    
 CV0106* NAVD 88     -       870.751  (meters)    2856.79   (feet)  ADJUSTED  
 CV0106  ___________________________________________________________________
 CV0106  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CV0106  DYNAMIC HT  -         869.528 (meters)    2852.78  (feet)  COMP
 CV0106  MODELED GRAV-     979,205.7   (mgal)                       NAVD 88
 CV0106
 CV0106  VERT ORDER  -  SECOND    CLASS 0
 CV0106
 CV0106.The horizontal coordinates were scaled from a topographic map and have
 CV0106.an estimated accuracy of +/- 6 seconds.
 CV0106
 CV0106.The orthometric height was determined by differential leveling
 CV0106.and adjusted by the National Geodetic Survey in June 1991..
 CV0106
 CV0106.The geoid height was determined by GEOID03.
 CV0106
 CV0106.The dynamic height is computed by dividing the NAVD 88
 CV0106.geopotential number by the normal gravity value computed on the
 CV0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0106.degrees latitude (g = 980.6199 gals.).
 CV0106
 CV0106.The modeled gravity was interpolated from observed gravity values.
 CV0106
 CV0106;                    North         East    Units  Estimated Accuracy
 CV0106;SPC TXNC     - 2,070,280.      256,340.      MT  (+/- 180 meters Scaled)
 CV0106
 CV0106                          SUPERSEDED SURVEY CONTROL
 CV0106
 CV0106  NGVD 29 (??/??/92)  870.392  (m)         2855.61   (f) ADJ UNCH    2 0
 CV0106
 CV0106.Superseded values are not recommended for survey control.
 CV0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0106.See file dsdata.txt to determine how the superseded data were derived.
 CV0106
 CV0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR687713(NAD 83)
 CV0106_MARKER: DB = BENCH MARK DISK
 CV0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0106_STAMPING: L 1126 1958
 CV0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0106+STABILITY: SURFACE MOTION
 CV0106
 CV0106  HISTORY     - Date     Condition        Report By
 CV0106  HISTORY     - 1958     MONUMENTED       CGS
 CV0106  HISTORY     - 20030103 POOR             TXDOT
 CV0106
 CV0106                          STATION DESCRIPTION
 CV0106
 CV0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0106'17.7 MI NW FROM MIDLAND.
 CV0106'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0106'MIDLAND, THENCE 17.6 MILES NORTHWEST ALONG STATE HIGHWAY 349, 63 FEET
 CV0106'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET SOUTHWEST OF
 CV0106'THE NORTHEAST HIGHWAY RIGHT OF WAY FENCE, ABOUT 1 FOOT BELOW THE LEVEL
 CV0106'OF THE HIGHWAY, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND
 CV0106'IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 CV0106
 CV0106                          STATION RECOVERY (2003)
 CV0106
 CV0106'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0106'DISK STILL INTACT, CONCRETE POST COMPLETELY UPROOTED, LAYING ON SIDE
 CV0106'PARTIALLY BURIED, JUST INSIDE EAST RIGHT-OF-WAY FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0113 ***********************************************************************
 CV0113  DESIGNATION -  L 1127
 CV0113  PID         -  CV0113
 CV0113  STATE/COUNTY-  TX/MARTIN
 CV0113  USGS QUAD   -  BIRD RANCH (1966)
 CV0113
 CV0113                         *CURRENT SURVEY CONTROL
 CV0113  ___________________________________________________________________
 CV0113* NAD 83(1986)-  32 21 33.     (N)    102 09 07.     (W)     SCALED    
 CV0113* NAVD 88     -       883.232  (meters)    2897.74   (feet)  ADJUSTED  
 CV0113  ___________________________________________________________________
 CV0113  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CV0113  DYNAMIC HT  -         881.999 (meters)    2893.69  (feet)  COMP
 CV0113  MODELED GRAV-     979,213.8   (mgal)                       NAVD 88
 CV0113
 CV0113  VERT ORDER  -  SECOND    CLASS 0
 CV0113
 CV0113.The horizontal coordinates were scaled from a topographic map and have
 CV0113.an estimated accuracy of +/- 6 seconds.
 CV0113
 CV0113.The orthometric height was determined by differential leveling
 CV0113.and adjusted by the National Geodetic Survey in June 1991..
 CV0113
 CV0113.The geoid height was determined by GEOID03.
 CV0113
 CV0113.The dynamic height is computed by dividing the NAVD 88
 CV0113.geopotential number by the normal gravity value computed on the
 CV0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0113.degrees latitude (g = 980.6199 gals.).
 CV0113
 CV0113.The modeled gravity was interpolated from observed gravity values.
 CV0113
 CV0113;                    North         East    Units  Estimated Accuracy
 CV0113;SPC TXNC     - 2,082,770.      256,360.      MT  (+/- 180 meters Scaled)
 CV0113
 CV0113                          SUPERSEDED SURVEY CONTROL
 CV0113
 CV0113  NGVD 29 (??/??/92)  882.880  (m)         2896.58   (f) ADJ UNCH    2 0
 CV0113
 CV0113.Superseded values are not recommended for survey control.
 CV0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0113.See file dsdata.txt to determine how the superseded data were derived.
 CV0113
 CV0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGR680838(NAD 83)
 CV0113_MARKER: DB = BENCH MARK DISK
 CV0113_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0113_SP_SET: 17 FT.
 CV0113_STAMPING: L 1127 1958
 CV0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0113
 CV0113  HISTORY     - Date     Condition        Report By
 CV0113  HISTORY     - 1958     MONUMENTED       CGS
 CV0113  HISTORY     - 20030103 POOR             TXDOT
 CV0113
 CV0113                          STATION DESCRIPTION
 CV0113
 CV0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0113'25.85 MI N FROM MIDLAND.
 CV0113'ABOUT 0.1 MILE WEST ALONG WALL AVENUE FROM THE COUNTY COURTHOUSE AT
 CV0113'MIDLAND, THENCE 25.75 MILES NORTHWEST ALONG STATE HIGHWAY 349, 59 FEET
 CV0113'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF THE
 CV0113'NORTHWEST RIGHT OF WAY FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN
 CV0113'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE
 CV0113'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 17
 CV0113'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
 CV0113
 CV0113                          STATION RECOVERY (2003)
 CV0113
 CV0113'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CV0113'COPPER ROD BENT OVER TO THE SOUTH, TILE CASING CRACKED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0718 ***********************************************************************
 CU0718  DESIGNATION -  L 1128
 CU0718  PID         -  CU0718
 CU0718  STATE/COUNTY-  TX/DAWSON
 CU0718  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0718
 CU0718                         *CURRENT SURVEY CONTROL
 CU0718  ___________________________________________________________________
 CU0718* NAD 83(1986)-  32 41 49.     (N)    101 57 10.     (W)     SCALED    
 CU0718* NAVD 88     -       903.428  (meters)    2964.00   (feet)  ADJUSTED  
 CU0718  ___________________________________________________________________
 CU0718  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CU0718  DYNAMIC HT  -         902.222 (meters)    2960.04  (feet)  COMP
 CU0718  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 CU0718
 CU0718  VERT ORDER  -  SECOND    CLASS 0
 CU0718
 CU0718.The horizontal coordinates were scaled from a topographic map and have
 CU0718.an estimated accuracy of +/- 6 seconds.
 CU0718
 CU0718.The orthometric height was determined by differential leveling
 CU0718.and adjusted by the National Geodetic Survey in June 1991..
 CU0718
 CU0718.The geoid height was determined by GEOID03.
 CU0718
 CU0718.The dynamic height is computed by dividing the NAVD 88
 CU0718.geopotential number by the normal gravity value computed on the
 CU0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0718.degrees latitude (g = 980.6199 gals.).
 CU0718
 CU0718.The modeled gravity was interpolated from observed gravity values.
 CU0718
 CU0718;                    North         East    Units  Estimated Accuracy
 CU0718;SPC TXNC     - 2,119,570.      276,320.      MT  (+/- 180 meters Scaled)
 CU0718
 CU0718                          SUPERSEDED SURVEY CONTROL
 CU0718
 CU0718  NGVD 29 (??/??/92)  903.100  (m)         2962.92   (f) ADJ UNCH    2 0
 CU0718
 CU0718.Superseded values are not recommended for survey control.
 CU0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0718.See file dsdata.txt to determine how the superseded data were derived.
 CU0718
 CU0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB231215(NAD 83)
 CU0718_MARKER: DB = BENCH MARK DISK
 CU0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0718_SP_SET: CULVERT
 CU0718_STAMPING: L 1128 1958
 CU0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0718
 CU0718  HISTORY     - Date     Condition        Report By
 CU0718  HISTORY     - 1958     MONUMENTED       CGS
 CU0718
 CU0718                          STATION DESCRIPTION
 CU0718
 CU0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CU0718'2.95 MI SW FROM LAMESA.
 CU0718'ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM THE COUNTY COURTHOUSE
 CU0718'AT LAMESA, THENCE 2.45 MILES SOUTH ALONG STATE HIGHWAY 349, IN THE TOP
 CU0718'AND CENTER OF THE NORTHWEST CONCRETE HEAD WALL OF A 2-CHANNEL PIPE
 CU0718'CULVERT, 18 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 CU0718'0.3 MILE SOUTHWEST OF THE JUNCTION STATE HIGHWAYS 137 AND 349, AND
 CU0718'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0719 ***********************************************************************
 CU0719  DESIGNATION -  L 1128 RESET 1959
 CU0719  PID         -  CU0719
 CU0719  STATE/COUNTY-  TX/DAWSON
 CU0719  USGS QUAD   -  LAMESA SOUTH (1970)
 CU0719
 CU0719                         *CURRENT SURVEY CONTROL
 CU0719  ___________________________________________________________________
 CU0719* NAD 83(1986)-  32 41 49.     (N)    101 57 10.     (W)     SCALED    
 CU0719* NAVD 88     -       903.41   (+/-2cm)    2963.9    (feet)  VERTCON   
 CU0719  ___________________________________________________________________
 CU0719  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CU0719
 CU0719  VERT ORDER  -  THIRD (See Below)
 CU0719
 CU0719.The horizontal coordinates were scaled from a topographic map and have
 CU0719.an estimated accuracy of +/- 6 seconds.
 CU0719
 CU0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 CU0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CU0719.The vertical order pertains to the NGVD 29 superseded value.
 CU0719
 CU0719.The geoid height was determined by GEOID03.
 CU0719
 CU0719;                    North         East    Units  Estimated Accuracy
 CU0719;SPC TXNC     - 2,119,570.      276,320.      MT  (+/- 180 meters Scaled)
 CU0719
 CU0719                          SUPERSEDED SURVEY CONTROL
 CU0719
 CU0719  NGVD 29 (01/29/03)  903.08   (m)         2962.9    (f) RESET       3  
 CU0719
 CU0719.Superseded values are not recommended for survey control.
 CU0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0719.See file dsdata.txt to determine how the superseded data were derived.
 CU0719
 CU0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB231215(NAD 83)
 CU0719_MARKER: DB = BENCH MARK DISK
 CU0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0719_SP_SET: CULVERT
 CU0719_STAMPING: L 1128 RESET 1959
 CU0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CU0719+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2003
 CU0719
 CU0719  HISTORY     - Date     Condition        Report By
 CU0719  HISTORY     - 1959     MONUMENTED       TXHD
 CU0719  HISTORY     - 1960     GOOD             TXHD
 CU0719  HISTORY     - 20030207 GOOD             TXDOT
 CU0719
 CU0719                          STATION DESCRIPTION
 CU0719
 CU0719'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1960
 CU0719'2.95 MI SW FROM LAMESA.
 CU0719'THE MARK IS LOCATED ABOUT 0.5 MILE WEST ALONG NORTH 1ST STREET FROM
 CU0719'THE COUNTY COURTHOUSE AT LAMESA, THENCE 2.45 MILES SOUTH ALONG STATE
 CU0719'HIGHWAY 349, IN THE TOP AND CENTER OF THE NORTHWEST CONCRETE HEADWALL
 CU0719'OF A 2-CHANNEL PIPE CULVERT, 26 FEET NORTHWEST OF THE CENTERLINE OF
 CU0719'THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 CU0719
 CU0719                          STATION RECOVERY (2003)
 CU0719
 CU0719'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2003 (RLW)
 CU0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1020 ***********************************************************************
 FL1020  DESIGNATION -  L 1129
 FL1020  PID         -  FL1020
 FL1020  STATE/COUNTY-  TX/CARSON
 FL1020  USGS QUAD   -  PANHANDLE WEST (1966)
 FL1020
 FL1020                         *CURRENT SURVEY CONTROL
 FL1020  ___________________________________________________________________
 FL1020* NAD 83(1986)-  35 18 01.     (N)    101 29 51.     (W)     SCALED    
 FL1020* NAVD 88     -      1070.628  (meters)    3512.55   (feet)  ADJUSTED  
 FL1020  ___________________________________________________________________
 FL1020  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 FL1020  DYNAMIC HT  -        1069.363 (meters)    3508.40  (feet)  COMP
 FL1020  MODELED GRAV-     979,415.3   (mgal)                       NAVD 88
 FL1020
 FL1020  VERT ORDER  -  SECOND    CLASS II
 FL1020
 FL1020.The horizontal coordinates were scaled from a topographic map and have
 FL1020.an estimated accuracy of +/- 6 seconds.
 FL1020
 FL1020.The orthometric height was determined by differential leveling
 FL1020.and adjusted by the National Geodetic Survey in June 1991..
 FL1020
 FL1020.The geoid height was determined by GEOID03.
 FL1020
 FL1020.The dynamic height is computed by dividing the NAVD 88
 FL1020.geopotential number by the normal gravity value computed on the
 FL1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1020.degrees latitude (g = 980.6199 gals.).
 FL1020
 FL1020.The modeled gravity was interpolated from observed gravity values.
 FL1020
 FL1020;                    North         East    Units  Estimated Accuracy
 FL1020;SPC TX N     - 1,144,250.      200,230.      MT  (+/- 180 meters Scaled)
 FL1020
 FL1020                          SUPERSEDED SURVEY CONTROL
 FL1020
 FL1020  NGVD 29 (??/??/92) 1070.120  (m)         3510.89   (f) ADJ UNCH    2 2
 FL1020
 FL1020.Superseded values are not recommended for survey control.
 FL1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1020.See file dsdata.txt to determine how the superseded data were derived.
 FL1020
 FL1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE729092(NAD 83)
 FL1020_MARKER: DB = BENCH MARK DISK
 FL1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1020_SP_SET: CONCRETE BLOCK
 FL1020_STAMPING: L 1129 1974
 FL1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1020
 FL1020  HISTORY     - Date     Condition        Report By
 FL1020  HISTORY     - 1974     MONUMENTED       NGS
 FL1020
 FL1020                          STATION DESCRIPTION
 FL1020
 FL1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FL1020'7 MI W FROM PANHANDLE.
 FL1020'FROM THE INTERSECTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY 207, WHICH
 FL1020'IS LOCATED AT THE WEST EDGE OF PANHANDLE, GO WEST ON U.S. HWY.  60 FOR
 FL1020'7.0 MILES TO LEE RAILROAD SIDING ON THE RIGHT AND MARK ON THE RIGHT.
 FL1020'STANDARD BENCH MARK DISK, SET IN A DRILL-HOLE IN AN 18-INCH SQUARE
 FL1020'CONCRETE BLOCK, WHICH IS THE NORTHEAST 1 OF 6 CONCRETE BLOCKS, THAT
 FL1020'APPEAR TO HAVE BEEN THE BASE OF A RAIL-ROAD WATER TANK AT ONE TIME. IT
 FL1020'IS 7RAILS WEST OF THE RAIL-ROAD SIGN POST READING LEE, 204 FEET EAST
 FL1020'OF THE SUTHEAST CORNER OF ELEVATOR, 168 FEET WEST OF THE SOUTHWEST
 FL1020'CORNER OF ELEVATOR, 84 FEET SOUTH OF THE SOUTH RAIL OF MAIN TRACK OF
 FL1020'RAILROAD, 57 FEET SOUTH OF THE SOUTH RAIL OF RAIL-ROAD SIDING TRACK,
 FL1020'46 FEET NORTH OF THE CENTER-LINE OF THE WEST BOUND TRAFFIC LANE OF
 FL1020'U.S. HWY. 60, 18 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET SOUTH OF A
 FL1020'METAL WITNESS POST.  STANDARD BENCH MARK DISK, STAMPED L 1129 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0566 ***********************************************************************
 DO0566  DESIGNATION -  L 113
 DO0566  PID         -  DO0566
 DO0566  STATE/COUNTY-  TX/KNOX
 DO0566  USGS QUAD   -  TRUSCOTT NORTH (1966)
 DO0566
 DO0566                         *CURRENT SURVEY CONTROL
 DO0566  ___________________________________________________________________
 DO0566* NAD 83(1986)-  33 49 15.     (N)    099 47 12.     (W)     SCALED    
 DO0566* NAVD 88     -       419.495  (meters)    1376.29   (feet)  ADJUSTED  
 DO0566  ___________________________________________________________________
 DO0566  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DO0566  DYNAMIC HT  -         419.008 (meters)    1374.70  (feet)  COMP
 DO0566  MODELED GRAV-     979,461.8   (mgal)                       NAVD 88
 DO0566
 DO0566  VERT ORDER  -  FIRST     CLASS II
 DO0566
 DO0566.The horizontal coordinates were scaled from a topographic map and have
 DO0566.an estimated accuracy of +/- 6 seconds.
 DO0566
 DO0566.The orthometric height was determined by differential leveling
 DO0566.and adjusted by the National Geodetic Survey in June 1991..
 DO0566
 DO0566.The geoid height was determined by GEOID03.
 DO0566
 DO0566.The dynamic height is computed by dividing the NAVD 88
 DO0566.geopotential number by the normal gravity value computed on the
 DO0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0566.degrees latitude (g = 980.6199 gals.).
 DO0566
 DO0566.The modeled gravity was interpolated from observed gravity values.
 DO0566
 DO0566;                    North         East    Units  Estimated Accuracy
 DO0566;SPC TXNC     - 2,239,610.      480,890.      MT  (+/- 180 meters Scaled)
 DO0566
 DO0566                          SUPERSEDED SURVEY CONTROL
 DO0566
 DO0566  NGVD 29 (??/??/92)  419.351  (m)         1375.82   (f) ADJ UNCH    1 2
 DO0566
 DO0566.Superseded values are not recommended for survey control.
 DO0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0566.See file dsdata.txt to determine how the superseded data were derived.
 DO0566
 DO0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC272425(NAD 83)
 DO0566_MARKER: R = RIVET
 DO0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0566_SP_SET: PIER
 DO0566_STAMPING: 1375.821 L 113 1933
 DO0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0566
 DO0566  HISTORY     - Date     Condition        Report By
 DO0566  HISTORY     - 1933     MONUMENTED       CGS
 DO0566  HISTORY     - 1958     GOOD             NGS
 DO0566
 DO0566                          STATION DESCRIPTION
 DO0566
 DO0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DO0566'4.9 MI N FROM TRUSCOTT.
 DO0566'4.9 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DO0566'TRUSCOTT, KNOX COUNTY, AT MILEAGE 533.4 , AT THE BRIDGE OVER WICHITA
 DO0566'RIVER, AND IN THE EAST SIDE OF THE SOUTH PIER.  A STANDARD DISK,
 DO0566'STAMPED 1375.821 L 113 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1119 ***********************************************************************
 FL1119  DESIGNATION -  L 1131
 FL1119  PID         -  FL1119
 FL1119  STATE/COUNTY-  TX/RANDALL
 FL1119  USGS QUAD   -  BUFFALO STADIUM (1973)
 FL1119
 FL1119                         *CURRENT SURVEY CONTROL
 FL1119  ___________________________________________________________________
 FL1119* NAD 83(1986)-  35 00 07.     (N)    101 54 49.     (W)     SCALED    
 FL1119* NAVD 88     -      1072.557  (meters)    3518.88   (feet)  ADJUSTED  
 FL1119  ___________________________________________________________________
 FL1119  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 FL1119  DYNAMIC HT  -        1071.262 (meters)    3514.63  (feet)  COMP
 FL1119  MODELED GRAV-     979,389.9   (mgal)                       NAVD 88
 FL1119
 FL1119  VERT ORDER  -  FIRST     CLASS II
 FL1119
 FL1119.The horizontal coordinates were scaled from a topographic map and have
 FL1119.an estimated accuracy of +/- 6 seconds.
 FL1119
 FL1119.The orthometric height was determined by differential leveling
 FL1119.and adjusted by the National Geodetic Survey in June 1991..
 FL1119
 FL1119.The geoid height was determined by GEOID03.
 FL1119
 FL1119.The dynamic height is computed by dividing the NAVD 88
 FL1119.geopotential number by the normal gravity value computed on the
 FL1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1119.degrees latitude (g = 980.6199 gals.).
 FL1119
 FL1119.The modeled gravity was interpolated from observed gravity values.
 FL1119
 FL1119;                    North         East    Units  Estimated Accuracy
 FL1119;SPC TX N     - 1,111,230.      162,250.      MT  (+/- 180 meters Scaled)
 FL1119
 FL1119                          SUPERSEDED SURVEY CONTROL
 FL1119
 FL1119  NGVD 29 (??/??/92) 1072.078  (m)         3517.31   (f) ADJ UNCH    1 2
 FL1119
 FL1119.Superseded values are not recommended for survey control.
 FL1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1119.See file dsdata.txt to determine how the superseded data were derived.
 FL1119
 FL1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD340771(NAD 83)
 FL1119_MARKER: DB = BENCH MARK DISK
 FL1119_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1119_STAMPING: L 1131 1958
 FL1119_MARK LOGO: CGS   
 FL1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1119
 FL1119  HISTORY     - Date     Condition        Report By
 FL1119  HISTORY     - 1958     MONUMENTED       CGS
 FL1119  HISTORY     - 1984     GOOD             NGS
 FL1119
 FL1119                          STATION DESCRIPTION
 FL1119
 FL1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 FL1119'2.2 MI NE FROM CANYON.
 FL1119'ABOUT 2.2 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 FL1119'FROM THE STATION AT CANYON, 7 TELEPHONE POLES SOUTH OF MILE POST 568,
 FL1119'IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A BRIDGE, 6 FEET
 FL1119'EAST OF THE NEAR RAIL OF THE MAIN TRACK, AND ABOUT 1 1/2 FEET BELOW
 FL1119'THE TRACK.
 FL1119
 FL1119                          STATION RECOVERY (1984)
 FL1119
 FL1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1250 ***********************************************************************
 CS1250  DESIGNATION -  L 1134
 CS1250  PID         -  CS1250
 CS1250  STATE/COUNTY-  TX/DALLAS
 CS1250  USGS QUAD   -  IRVING (1981)
 CS1250
 CS1250                         *CURRENT SURVEY CONTROL
 CS1250  ___________________________________________________________________
 CS1250* NAD 83(1986)-  32 47 13.     (N)    096 55 09.     (W)     SCALED    
 CS1250* NAVD 88     -       134.236  (meters)     440.41   (feet)  ADJUSTED  
 CS1250  ___________________________________________________________________
 CS1250  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CS1250  DYNAMIC HT  -         134.083 (meters)     439.90  (feet)  COMP
 CS1250  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 CS1250
 CS1250  VERT ORDER  -  FIRST     CLASS II
 CS1250
 CS1250.The horizontal coordinates were scaled from a topographic map and have
 CS1250.an estimated accuracy of +/- 6 seconds.
 CS1250
 CS1250.The orthometric height was determined by differential leveling
 CS1250.and adjusted by the National Geodetic Survey in June 1991..
 CS1250
 CS1250.The geoid height was determined by GEOID03.
 CS1250
 CS1250.The dynamic height is computed by dividing the NAVD 88
 CS1250.geopotential number by the normal gravity value computed on the
 CS1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1250.degrees latitude (g = 980.6199 gals.).
 CS1250
 CS1250.The modeled gravity was interpolated from observed gravity values.
 CS1250
 CS1250;                    North         East    Units  Estimated Accuracy
 CS1250;SPC TXNC     - 2,125,340.      748,070.      MT  (+/- 180 meters Scaled)
 CS1250
 CS1250                          SUPERSEDED SURVEY CONTROL
 CS1250
 CS1250  NGVD 29 (??/??/92)  134.254  (m)          440.46   (f) ADJ UNCH    1 2
 CS1250
 CS1250.Superseded values are not recommended for survey control.
 CS1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1250.See file dsdata.txt to determine how the superseded data were derived.
 CS1250
 CS1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB948295(NAD 83)
 CS1250_MARKER: DB = BENCH MARK DISK
 CS1250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1250_SP_SET: ABUTMENT
 CS1250_STAMPING: L 1134 1958
 CS1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1250
 CS1250  HISTORY     - Date     Condition        Report By
 CS1250  HISTORY     - 1958     MONUMENTED       CGS
 CS1250
 CS1250                          STATION DESCRIPTION
 CS1250
 CS1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CS1250'2.25 MI NW FROM EAGLE FORD.
 CS1250'ABOUT 0.8 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CS1250'STATION AT EAGLE FORD, THENCE ABOUT 1.45 MILE NORTH ALONG LOOP 12, 15
 CS1250'FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE WEST END
 CS1250'OF THE NORTH ABUTMENT OF THE BRIDGE OVER THE WEST FORK OF THE TRINITY
 CS1250'RIVER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0259 ***********************************************************************
 BL0259  DESIGNATION -  L 1135
 BL0259  PID         -  BL0259
 BL0259  STATE/COUNTY-  TX/JEFFERSON
 BL0259  USGS QUAD   -  BEAUMONT EAST (1994)
 BL0259
 BL0259                         *CURRENT SURVEY CONTROL
 BL0259  ___________________________________________________________________
 BL0259* NAD 83(1986)-  30 03 43.     (N)    094 06 33.     (W)     SCALED    
 BL0259* NAVD 88     -         5.170  (meters)      16.96   (feet)  ADJUSTED  
 BL0259  ___________________________________________________________________
 BL0259  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BL0259  DYNAMIC HT  -           5.163 (meters)      16.94  (feet)  COMP
 BL0259  MODELED GRAV-     979,306.2   (mgal)                       NAVD 88
 BL0259
 BL0259  VERT ORDER  -  FIRST     CLASS I
 BL0259
 BL0259.The horizontal coordinates were scaled from a topographic map and have
 BL0259.an estimated accuracy of +/- 6 seconds.
 BL0259
 BL0259.The orthometric height was determined by differential leveling
 BL0259.and adjusted by the National Geodetic Survey in June 1991..
 BL0259
 BL0259.The geoid height was determined by GEOID03.
 BL0259
 BL0259.The dynamic height is computed by dividing the NAVD 88
 BL0259.geopotential number by the normal gravity value computed on the
 BL0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0259.degrees latitude (g = 980.6199 gals.).
 BL0259
 BL0259.The modeled gravity was interpolated from observed gravity values.
 BL0259
 BL0259;                    North         East    Units  Estimated Accuracy
 BL0259;SPC TXSC     - 4,256,850.    1,071,440.      MT  (+/- 180 meters Scaled)
 BL0259
 BL0259                          SUPERSEDED SURVEY CONTROL
 BL0259
 BL0259  NGVD 29 (??/??/92)    5.192  (m)           17.03   (f) ADJ UNCH    1 1
 BL0259
 BL0259.Superseded values are not recommended for survey control.
 BL0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0259.See file dsdata.txt to determine how the superseded data were derived.
 BL0259
 BL0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP930261(NAD 83)
 BL0259_MARKER: DB = BENCH MARK DISK
 BL0259_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0259_SP_SET: COPPER-CLAD STEEL ROD
 BL0259_STAMPING: L 1135 1958
 BL0259_MARK LOGO: CGS   
 BL0259_PROJECTION: FLUSH
 BL0259_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0259+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1996
 BL0259_ROD/PIPE-DEPTH: 14.7 meters
 BL0259
 BL0259  HISTORY     - Date     Condition        Report By
 BL0259  HISTORY     - 1958     MONUMENTED       CGS
 BL0259  HISTORY     - 1972     POOR             NGS
 BL0259  HISTORY     - 1986     POOR             NGS
 BL0259  HISTORY     - 1988     POOR             USPSQD
 BL0259  HISTORY     - 1988     GOOD             USPSQD
 BL0259  HISTORY     - 1989     POOR             USPSQD
 BL0259  HISTORY     - 19890203 GOOD             USPSQD
 BL0259  HISTORY     - 19940817 MARK NOT FOUND   USPSQD
 BL0259  HISTORY     - 19961019 GOOD             NGS
 BL0259  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0259  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BL0259  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 BL0259  HISTORY     - 20041127 MARK NOT FOUND   USPSQD
 BL0259
 BL0259                          STATION DESCRIPTION
 BL0259
 BL0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0259'IN BEAUMONT.
 BL0259'AT BEAUMONT, ABOUT 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC
 BL0259'RAILROAD FROM THE CROSSING OF COLLEGE STREET, AT THE CROSSING OF
 BL0259'CORLEY AVENUE, 37.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 81 FEET
 BL0259'SOUTHEAST OF THE CENTER OF THE CROSSING OF CORLEY AVENUE, 77 FEET
 BL0259'SOUTHWEST OF THE CENTER OF THE T JUNCTION OF CORLEY AVENUE AND I
 BL0259'AVENUE, 31 FEET SOUTH OF THE SOUTH CURB LINE FOR CORLEY AVENUE, 0.8
 BL0259'FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 BL0259'TRACK AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING 0.2
 BL0259'FOOT AND PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.5 FOOT. THE
 BL0259'ROD WAS DRIVEN TO A DEPTH OF 48 FEET.  NOTE-- THE ROD WAS FOUND TO
 BL0259'HAVE BEEN SLIGHTLY BENT. THE TILE BROKEN.  A NEW 6-INCH PIPE WAS SET
 BL0259'TO REPLACE THE BROKEN TILE AND THE ROD WAS STRAIGHTENED.
 BL0259
 BL0259                          STATION RECOVERY (1986)
 BL0259
 BL0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL0259'MARK WAS RECOVERED IN POOR CONDITION.  THE 6-INCH PIPE AROUND MARK HAS
 BL0259'BEEN HIT.  THE PIPE AND MARK WAS STRAIGHTENED BY THIS PARTY.  A NEW
 BL0259'WITNESS POST WAS SET 0.18 METERS (0.6 FT) SOUTH OF THE MARK.
 BL0259'THE MARK IS 0.18 METERS  N FROM  A WITNESS POST
 BL0259
 BL0259                          STATION RECOVERY (1988)
 BL0259
 BL0259'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 BL0259'MARK RECOVERED IN POOR CONDITION.
 BL0259
 BL0259                          STATION RECOVERY (1988)
 BL0259
 BL0259'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0259'RECOVERED IN GOOD CONDITION.
 BL0259
 BL0259                          STATION RECOVERY (1989)
 BL0259
 BL0259'RECOVERY NOTE BY US POWER SQUADRON 1989 (MJG)
 BL0259'MARK RECOVERED IN POOR CONDITION.
 BL0259
 BL0259                          STATION RECOVERY (1989)
 BL0259
 BL0259'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJB)
 BL0259'RECOVERED IN GOOD CONDITION.
 BL0259
 BL0259                          STATION RECOVERY (1994)
 BL0259
 BL0259'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0259'MARK NOT FOUND.
 BL0259
 BL0259                          STATION RECOVERY (1996)
 BL0259
 BL0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BL0259'IN BEAUMONT, AT THE INTERSECTION OF CORLEY AVENUE AND AVENUE I, 24.0 M
 BL0259'(78.7 FT) SOUTH OF THE EXTENDED CENTER OF AVENUE I, 20.5 M (67.3 FT)
 BL0259'SOUTHWEST OF A FIRE HYDRANT, 11.6 M (38.1 FT) NORTHEAST OF THE NEAR
 BL0259'RAIL OF THE SANTA FE RAILROAD, 9.4 M (30.8 FT) SOUTH OF THE SOUTH CURB
 BL0259'OF CORLEY AVENUE, 7.1 M (23.3 FT) SOUTHEAST OF THE SOUTH END OF THE
 BL0259'MOST EASTERLY OF 2 CULVERTS UNDER CORLEY AVENUE, AND 3.3 M (10.8 FT)
 BL0259'NORTHEAST OF THE CENTER OF A DITCH.  NOTE--THE DISK IS ENCASED IN A
 BL0259'4-INCH PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 BL0259
 BL0259                          STATION RECOVERY (2001)
 BL0259
 BL0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0259'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0259
 BL0259                          STATION RECOVERY (2001)
 BL0259
 BL0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0259'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0259
 BL0259                          STATION RECOVERY (2003)
 BL0259
 BL0259'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0259'MARK NOT FOUND.
 BL0259
 BL0259                          STATION RECOVERY (2004)
 BL0259
 BL0259'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0509 ***********************************************************************
 AW0509  DESIGNATION -  L 1137
 AW0509  PID         -  AW0509
 AW0509  STATE/COUNTY-  TX/GALVESTON
 AW0509  USGS QUAD   -  GALVESTON (1994)
 AW0509
 AW0509                         *CURRENT SURVEY CONTROL
 AW0509  ___________________________________________________________________
 AW0509* NAD 83(1986)-  29 17 17.     (N)    094 50 15.     (W)     SCALED    
 AW0509* NAVD 88     -         2.19   (+/-2cm)       7.2    (feet)  VERTCON   
 AW0509  ___________________________________________________________________
 AW0509  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AW0509
 AW0509  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0509
 AW0509.The horizontal coordinates were scaled from a topographic map and have
 AW0509.an estimated accuracy of +/- 6 seconds.
 AW0509
 AW0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0509.The vertical order pertains to the NGVD 29 superseded value.
 AW0509
 AW0509.The geoid height was determined by GEOID03.
 AW0509
 AW0509;                    North         East    Units  Estimated Accuracy
 AW0509;SPC TXSC     - 4,168,420.    1,004,320.      MT  (+/- 180 meters Scaled)
 AW0509
 AW0509                          SUPERSEDED SURVEY CONTROL
 AW0509
 AW0509  NGVD 29 (??/??/92)    2.187  (m)            7.18   (f) ADJ UNCH    1 1
 AW0509
 AW0509.Superseded values are not recommended for survey control.
 AW0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0509.See file dsdata.txt to determine how the superseded data were derived.
 AW0509
 AW0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN215413(NAD 83)
 AW0509_MARKER: DB = BENCH MARK DISK
 AW0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0509_SP_SET: CONCRETE BASE
 AW0509_STAMPING: L 1137 1958
 AW0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0509
 AW0509  HISTORY     - Date     Condition        Report By
 AW0509  HISTORY     - 1958     MONUMENTED       CGS
 AW0509  HISTORY     - 1973     GOOD             NGS
 AW0509  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0509  HISTORY     - 1987     GOOD             USPSQD
 AW0509  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0509  HISTORY     - 19940910 MARK NOT FOUND   USPSQD
 AW0509  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AW0509
 AW0509                          STATION DESCRIPTION
 AW0509
 AW0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0509'IN GALVESTON.
 AW0509'AT GALVESTON, AT U.S. HIGHWAY 75 OVERPASS OVER 61ST STREET, IN THE TOP
 AW0509'OF THE CONCRETE BASE OF A LIGHT POLE, 26 FEET EAST OF THE EAST CURB OF
 AW0509'THE STREET, 38 FEET SOUTH OF THE CENTER LINE OF THE OVERPASS, 23 FEET
 AW0509'NORTH OF THE NORTH CURB OF A FRONTAGE ROAD, ABOUT 2 FEET HIGHER THAN
 AW0509'THE STREET, AND 0.1 FOOT UNDERGROUND.
 AW0509
 AW0509                          STATION RECOVERY (1978)
 AW0509
 AW0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0509'SEARCHED FOR NOT RECOVERED, FRONTAGE ROAD APPEARS TO HAVE BEEN
 AW0509'WIDENED AND STREET LIGHT REPOSITIONED.
 AW0509
 AW0509                          STATION RECOVERY (1987)
 AW0509
 AW0509'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0509'RECOVERED IN GOOD CONDITION.
 AW0509
 AW0509                          STATION RECOVERY (1987)
 AW0509
 AW0509'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW0509'MARK NOT FOUND.
 AW0509
 AW0509                          STATION RECOVERY (1994)
 AW0509
 AW0509'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0509'MARK NOT FOUND.
 AW0509
 AW0509                          STATION RECOVERY (1995)
 AW0509
 AW0509'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3094 ***********************************************************************
 AW3094  DESIGNATION -  L 1140
 AW3094  PID         -  AW3094
 AW3094  STATE/COUNTY-  TX/LIBERTY
 AW3094  USGS QUAD   -  SHILOH (1993)
 AW3094
 AW3094                         *CURRENT SURVEY CONTROL
 AW3094  ___________________________________________________________________
 AW3094* NAD 83(1986)-  29 53 12.     (N)    094 40 19.     (W)     SCALED    
 AW3094* NAVD 88     -         9.15   (+/-2cm)      30.0    (feet)  VERTCON   
 AW3094  ___________________________________________________________________
 AW3094  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW3094
 AW3094  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3094
 AW3094.The horizontal coordinates were scaled from a topographic map and have
 AW3094.an estimated accuracy of +/- 6 seconds.
 AW3094
 AW3094.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3094.The vertical order pertains to the NGVD 29 superseded value.
 AW3094
 AW3094.The geoid height was determined by GEOID03.
 AW3094
 AW3094;                    North         East    Units  Estimated Accuracy
 AW3094;SPC TX C     - 3,038,300.    1,246,670.      MT  (+/- 180 meters Scaled)
 AW3094
 AW3094                          SUPERSEDED SURVEY CONTROL
 AW3094
 AW3094  NGVD 29 (??/??/92)    9.151  (m)           30.02   (f) ADJ UNCH    1 2
 AW3094
 AW3094.Superseded values are not recommended for survey control.
 AW3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3094.See file dsdata.txt to determine how the superseded data were derived.
 AW3094
 AW3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP385074(NAD 83)
 AW3094_MARKER: DB = BENCH MARK DISK
 AW3094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3094_SP_SET: IRON PLATE
 AW3094_STAMPING: L 1140 1959
 AW3094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3094
 AW3094  HISTORY     - Date     Condition        Report By
 AW3094  HISTORY     - 1959     MONUMENTED       CGS
 AW3094  HISTORY     - 19890428 MARK NOT FOUND   USPSQD
 AW3094
 AW3094                          STATION DESCRIPTION
 AW3094
 AW3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW3094'16.5 MI SE FROM LIBERTY.
 AW3094'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE TEXAS AND NEW
 AW3094'ORLEANS RAILROAD STATION AT LIBERTY, THENCE ABOUT 13.3 MILES SOUTHEAST
 AW3094'ALONG FARM ROAD 563, THENCE ABOUT 0.4 MILE SOUTH ALONG A PRIVATE SHELL
 AW3094'ROAD ON THE EAST SIDE OF THE TEXAS GULF SULPHUR PLANT, THENCE ABOUT
 AW3094'1.3 MILE EAST ALONG A PRIVATE DIRT ROAD THROUGH THE TEXAS GULF SULPHUR
 AW3094'PLANT PROPERTY, THENCE ABOUT 0.7 MILE SOUTH ALONG A PRIVATE ROAD,
 AW3094'ABOUT 0.3 MILE SOUTH OF A METAL GATE ACROSS THE ROAD, AT THE R. S.
 AW3094'STERLING FEE, WELL 13, 3 1/2 FEET SOUTH OF THE SOUTH END OF AN
 AW3094'ABANDONED CONCRETE MOTOR MOUNT, 32 FEET EAST OF THE CENTER LINE OF THE
 AW3094'ROAD, ABOUT 16 INCHES BELOW THE LEVEL OF THE GROUND, AND CEMENTED ON
 AW3094'THE TOP OF AN IRON PLATE WHICH IS WELDED ON THE TOP OF A 9 5/8-INCH
 AW3094'OIL WELL CASING 535 FEET DEEP.
 AW3094
 AW3094                          STATION RECOVERY (1989)
 AW3094
 AW3094'RECOVERY NOTE BY US POWER SQUADRON 1989 (SCM)
 AW3094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1269 ***********************************************************************
 AN1269  DESIGNATION -  L 1141
 AN1269  PID         -  AN1269
 AN1269  STATE/COUNTY-  TX/SAN PATRICIO
 AN1269  USGS QUAD   -  SINTON EAST (1979)
 AN1269
 AN1269                         *CURRENT SURVEY CONTROL
 AN1269  ___________________________________________________________________
 AN1269* NAD 83(1986)-  28 01 09.     (N)    097 28 37.     (W)     SCALED    
 AN1269* NAVD 88     -        14.578  (meters)      47.83   (feet)  ADJUSTED  
 AN1269  ___________________________________________________________________
 AN1269  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1269  DYNAMIC HT  -          14.556 (meters)      47.76  (feet)  COMP
 AN1269  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 AN1269
 AN1269  VERT ORDER  -  FIRST     CLASS I
 AN1269
 AN1269.The horizontal coordinates were scaled from a topographic map and have
 AN1269.an estimated accuracy of +/- 6 seconds.
 AN1269
 AN1269.The orthometric height was determined by differential leveling
 AN1269.and adjusted by the National Geodetic Survey in June 1991..
 AN1269.WARNING-Repeat measurements at this control monument indicate possible
 AN1269.vertical movement.
 AN1269
 AN1269.The geoid height was determined by GEOID03.
 AN1269
 AN1269.The dynamic height is computed by dividing the NAVD 88
 AN1269.geopotential number by the normal gravity value computed on the
 AN1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1269.degrees latitude (g = 980.6199 gals.).
 AN1269
 AN1269.The modeled gravity was interpolated from observed gravity values.
 AN1269
 AN1269;                    North         East    Units  Estimated Accuracy
 AN1269;SPC TX S     - 5,261,060.      400,620.      MT  (+/- 180 meters Scaled)
 AN1269
 AN1269                          SUPERSEDED SURVEY CONTROL
 AN1269
 AN1269  NGVD 29 (??/??/92)   14.755  (m)           48.41   (f) ADJ UNCH    1 1
 AN1269
 AN1269.Superseded values are not recommended for survey control.
 AN1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1269.See file dsdata.txt to determine how the superseded data were derived.
 AN1269
 AN1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS497002(NAD 83)
 AN1269_MARKER: DB = BENCH MARK DISK
 AN1269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1269_SP_SET: BRIDGE
 AN1269_STAMPING: L 1141 1959
 AN1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1269
 AN1269  HISTORY     - Date     Condition        Report By
 AN1269  HISTORY     - 1959     MONUMENTED       CGS
 AN1269  HISTORY     - 1978     GOOD             NGS
 AN1269  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1269  HISTORY     - 19970210 MARK NOT FOUND   NGS
 AN1269
 AN1269                          STATION DESCRIPTION
 AN1269
 AN1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AN1269'2.35 MI SE FROM SINTON.
 AN1269'ABOUT 2.35 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AN1269'FROM THE CROSSING OF THE ST. LOUIS, BROWNVILLE AND MEXICO RAILROAD AT
 AN1269'SINTON, 3 1/2 POLES SOUTHEAST OF MILEPOST 125, 66 FEET NORTHEAST OF
 AN1269'THE NORTHEAST RAIL, IN THE TOP OF THE WEST CORNER OF THE FLOOR OF A
 AN1269'CONCRETE BRIDGE OVER A DITCH, ABOUT LEVEL WITH THE ROAD, 12 FEET
 AN1269'SOUTHWEST OF THE CENTER LINE OF A PAVED ROAD, AND ABOUT 3 FEET BELOW
 AN1269'THE LEVEL OF THE TRACKS.
 AN1269
 AN1269                          STATION RECOVERY (1978)
 AN1269
 AN1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1269'RECOVERED IN GOOD CONDITION.
 AN1269
 AN1269                          STATION RECOVERY (1996)
 AN1269
 AN1269'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1269'MARK NOT FOUND.
 AN1269
 AN1269                          STATION RECOVERY (1997)
 AN1269
 AN1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AN1269'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  ASSUMED
 AN1269'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0088 ***********************************************************************
 EM0088  DESIGNATION -  L 114=1112 USGS
 EM0088  PID         -  EM0088
 EM0088  STATE/COUNTY-  TX/WICHITA
 EM0088  USGS QUAD   -  SUNSHINE HILL (1972)
 EM0088
 EM0088                         *CURRENT SURVEY CONTROL
 EM0088  ___________________________________________________________________
 EM0088* NAD 83(1986)-  34 00 32.     (N)    098 52 19.     (W)     SCALED    
 EM0088* NAVD 88     -       338.927  (meters)    1111.96   (feet)  ADJUSTED  
 EM0088  ___________________________________________________________________
 EM0088  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 EM0088  DYNAMIC HT  -         338.552 (meters)    1110.73  (feet)  COMP
 EM0088  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 EM0088
 EM0088  VERT ORDER  -  FIRST     CLASS II
 EM0088
 EM0088.The horizontal coordinates were scaled from a topographic map and have
 EM0088.an estimated accuracy of +/- 6 seconds.
 EM0088
 EM0088.The orthometric height was determined by differential leveling
 EM0088.and adjusted by the National Geodetic Survey in June 1991..
 EM0088
 EM0088.The geoid height was determined by GEOID03.
 EM0088
 EM0088.The dynamic height is computed by dividing the NAVD 88
 EM0088.geopotential number by the normal gravity value computed on the
 EM0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0088.degrees latitude (g = 980.6199 gals.).
 EM0088
 EM0088.The modeled gravity was interpolated from observed gravity values.
 EM0088
 EM0088;                    North         East    Units  Estimated Accuracy
 EM0088;SPC TXNC     - 2,259,800.      565,640.      MT  (+/- 180 meters Scaled)
 EM0088
 EM0088                          SUPERSEDED SURVEY CONTROL
 EM0088
 EM0088  NGVD 29 (??/??/92)  338.852  (m)         1111.72   (f) ADJ UNCH    1 2
 EM0088
 EM0088.Superseded values are not recommended for survey control.
 EM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EM0088.See file dsdata.txt to determine how the superseded data were derived.
 EM0088
 EM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC118631(NAD 83)
 EM0088_MARKER: R = RIVET
 EM0088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EM0088_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EM0088_STAMPING: 1112 L 114 1933
 EM0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EM0088
 EM0088  HISTORY     - Date     Condition        Report By
 EM0088  HISTORY     - 1933     MONUMENTED       USGS
 EM0088  HISTORY     - 1957     GOOD             NGS
 EM0088  HISTORY     - 1984     MARK NOT FOUND   NGS
 EM0088
 EM0088                          STATION DESCRIPTION
 EM0088
 EM0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EM0088'3.0 MI SE FROM ELECTRA.
 EM0088'3.0 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EM0088'ELECTRA, WICHITA COUNTY, ON THE WEST EDGE OF A ROAD, AND 45 FEET NORTH
 EM0088'OF THE CENTERLINE OF THE TRACK.  A U. S. GEOLOGICAL SURVEY STANDARD
 EM0088'CAP, STAMPED 1112 L 114 1933 AND RIVETED ON THE TOP OF A 3-1/2 INCH
 EM0088'IRON PIPE REINFORCED WITH CONCRETE.  NOTE-- THIS PIPE IS INCLINED AT
 EM0088'45 DEGREES. THE ELEVATION WAS TAKEN ON THE HIGH POINT OF THE RIM.
 EM0088
 EM0088                          STATION RECOVERY (1984)
 EM0088
 EM0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EM0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0256 ***********************************************************************
 AB0256  TIDAL BM    -  This is a Tidal Bench Mark.
 AB0256  DESIGNATION -  L 1142
 AB0256  PID         -  AB0256
 AB0256  STATE/COUNTY-  TX/CAMERON
 AB0256  USGS QUAD   -  PORT ISABEL (1983)
 AB0256
 AB0256                         *CURRENT SURVEY CONTROL
 AB0256  ___________________________________________________________________
 AB0256* NAD 83(1993)-  26 04 17.14296(N)    097 11 22.79210(W)     ADJUSTED  
 AB0256* NAVD 88     -         1.425  (meters)       4.68   (feet)  ADJUSTED  
 AB0256  ___________________________________________________________________
 AB0256  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AB0256  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 AB0256  DYNAMIC HT  -           1.423 (meters)       4.67  (feet)  COMP
 AB0256  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 AB0256
 AB0256  HORZ ORDER  -  SECOND
 AB0256  VERT ORDER  -  FIRST     CLASS II
 AB0256
 AB0256.The horizontal coordinates were established by classical geodetic methods
 AB0256.and adjusted by the National Geodetic Survey in February 1996..
 AB0256.No horizontal observational check was made to the station.
 AB0256
 AB0256.The orthometric height was determined by differential leveling
 AB0256.and adjusted by the National Geodetic Survey in June 1991..
 AB0256
 AB0256.This Tidal Bench Mark is designated as VM 7918
 AB0256.by the Center for Operational Oceanographic Products and Services.
 AB0256
 AB0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB0256
 AB0256.The geoid height was determined by GEOID03.
 AB0256
 AB0256.The dynamic height is computed by dividing the NAVD 88
 AB0256.geopotential number by the normal gravity value computed on the
 AB0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0256.degrees latitude (g = 980.6199 gals.).
 AB0256
 AB0256.The modeled gravity was interpolated from observed gravity values.
 AB0256
 AB0256;                    North         East     Units Scale Factor Converg.
 AB0256;SPC TX S     - 5,045,526.662   431,109.330   MT  1.00002535   +0 35 41.6
 AB0256;SPC TX S     -16,553,532.06  1,414,397.86   sFT  1.00002535   +0 35 41.6
 AB0256;UTM  14      - 2,884,851.708   681,083.074   MT  1.00000489   +0 47 45.0
 AB0256
 AB0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB0256!SPC TX S     -   1.00000314  x   1.00002535  =   1.00002849
 AB0256!UTM  14      -   1.00000314  x   1.00000489  =   1.00000803
 AB0256
 AB0256                          SUPERSEDED SURVEY CONTROL
 AB0256
 AB0256  NAD 83(1986)-  26 04 17.15580(N)    097 11 22.75933(W) AD(       ) 2
 AB0256  NGVD 29 (06/28/90)    1.54   (m)            5.1    (f) LEVELING    3  
 AB0256
 AB0256.Superseded values are not recommended for survey control.
 AB0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0256.See file dsdata.txt to determine how the superseded data were derived.
 AB0256
 AB0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP8108384852(NAD 83)
 AB0256_MARKER: DB = BENCH MARK DISK
 AB0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB0256_SP_SET: BRIDGE
 AB0256_STAMPING: L 1142 1959
 AB0256_MARK LOGO: CGS   
 AB0256_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB0256
 AB0256  HISTORY     - Date     Condition        Report By
 AB0256  HISTORY     - 1959     MONUMENTED       CGS
 AB0256  HISTORY     - 1982     GOOD             NGS
 AB0256  HISTORY     - 1984     GOOD             NGS
 AB0256  HISTORY     - 1985     GOOD             NGS
 AB0256  HISTORY     - 1987     GOOD             USPSQD
 AB0256  HISTORY     - 1988     GOOD             USPSQD
 AB0256  HISTORY     - 1988     GOOD             USPSQD
 AB0256  HISTORY     - 19910424 GOOD             USPSQD
 AB0256  HISTORY     - 19930210 GOOD             USPSQD
 AB0256
 AB0256                          STATION DESCRIPTION
 AB0256
 AB0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AB0256'1.55 MI SE FROM PORT ISABEL.
 AB0256'ABOUT 0.75 MILE SOUTHEAST ALONG STATE HIGHWAY 100 FROM THE LIGHTHOUSE
 AB0256'AT PORT ISABEL, THENCE ABOUT 0.8 MILE EAST ALONG QUEEN ISABEL
 AB0256'CAUSEWAY, 50 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF
 AB0256'THE WING WALL OF THE BRIDGE, 37 1/2 FEET NORTHWEST OF THE NORTH END OF
 AB0256'THE WEST ABUTMENT, AND ABOUT LEVEL WITH THE ROAD.
 AB0256
 AB0256                          STATION RECOVERY (1982)
 AB0256
 AB0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0256'1 KM (0.6 MI) SOUTHEAST ALONG STATE OLD HIGHWAY 100 AND GARCIA STREET
 AB0256'FROM THE WEST END OF THE NEW STATE HIGHWAY 100 BRIDGE OVER QUEEN
 AB0256'ISABEL CAUSEWAY TO A DRAW BRIDGE, THENCE 1.3 KM (0.8 MI) EAST ALONG
 AB0256'OLD STATE HIGHWAY 100, SET IN TOP OF CONCRETE BULKHEAD AT THE WEST END
 AB0256'OF THE OLD CAUSEWAY BRIDGE, 15.2 METERS (50.0 FT)
 AB0256'NORTHWEST OF THE CENTER OF THE OLD STATE HIGHWAY 100 BRIDGE OVER
 AB0256'QUEEN ISABEL CAUSEWAY, 11.4 METERS (37.5 FT) WEST OF THE NORTHWEST
 AB0256'CORNER OF THE BRIDGE, 16.7 METERS (55.0 FT) NORTH OF THE NORTHEAST
 AB0256'CORNER OF TARPON HOLE PIER BAIT AND TACKLE SHOP AND RESTAURANT, AND
 AB0256'0.6 METER (2.0 FT) WEST OF A 0.3 METER (1.0 FT) METAL PIPE PROJECTING
 AB0256'0.9 METER (3.0 FT) ABOVE THE SEAWALL.
 AB0256'THE MARK IS 0.6 M BELOW BRIDGE.
 AB0256
 AB0256                          STATION RECOVERY (1984)
 AB0256
 AB0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AB0256'MARK IS IN A BAY RETAINING WALL, NOT A WING WALL. THE CAUSEWAY IS NOW
 AB0256'CLOSED DOWN BUT STILL USED AS A FISHING PIER, AREA AROUND MARK IS NOW
 AB0256'A PARKING LOT. IT IS EXPECTED THAT THIS MARK WILL BE TIED TO A NEW
 AB0256'TRIANGULATION STATION JERI SOMETIME IN 1985.
 AB0256
 AB0256                          STATION RECOVERY (1985)
 AB0256
 AB0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 AB0256'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI)
 AB0256'WEST-NORTHWEST OF SOUTH PADRE ISLAND, 2.1 KM (1.3 MI)
 AB0256'NORTH-NORTHWEST OF THE NORTHWEST TIP OF CLARK ISLAND, 1.1 KM (0.7
 AB0256'MI) EAST OF THE EAST SHORE OF PORT ISABEL AND IN THE NORTH
 AB0256'SEA WALL AT THE OLD QUEEN ISABELLA CAUSEWAY.
 AB0256'OWNERSHIP--STEINMETZ AND ASSOCIATED INC, DIRECTOR OF SALES MR CLARK
 AB0256'MCEWEN, 103 SOUTH GARCIA, PORT ISABEL TX 78578, PHONE 512-943-7490.
 AB0256'
 AB0256'TO REACH THE STATION FROM THE WEST END OF THE NEW CAUSEWAY BRIDGE
 AB0256'IN PORT ISABEL, GO WEST ON STATE HIGHWAY 100 FOR 50 METERS (164 FT)
 AB0256'TO GARCIA STREET. TURN LEFT AND GO SOUTHERLY ON GARCIA STREET FOR
 AB0256'0.9 KM (0.55 MI) TO A DRAWBRIDGE. CONTINUE AHEAD ON PAVED ROAD,
 AB0256'SOUTH, THEN EASTERLY FOR 1.3 KM (0.8 MI) TO THE ROAD END AT
 AB0256'CAUSEWAY BRIDGE. THE STATION IS IN THE SEA WALL NORTH-NORTHWEST OF
 AB0256'THE NORTHWEST CORNER OF BRIDGE.
 AB0256'
 AB0256'THE STATION IS A STANDARD NGS DISK
 AB0256'STAMPED---L 1142 1959---,
 AB0256'SET INTO A DRILL HOLE IN THE NORTH SEA WALL. LOCATED
 AB0256'11.6 METERS (38.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 AB0256'BRIDGE AND
 AB0256'0.4 METERS (1.2 FT) SOUTH FROM THE NORTH EDGE OF THE NORTH SEA WALL.
 AB0256'
 AB0256'A TAPED TRAVERSE WAS MADE TO STATION GERI.
 AB0256'
 AB0256'DESCRIBED BY J. N. LEONHARDT.
 AB0256
 AB0256                          STATION RECOVERY (1987)
 AB0256
 AB0256'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0256'RECOVERED IN GOOD CONDITION.
 AB0256
 AB0256                          STATION RECOVERY (1988)
 AB0256
 AB0256'RECOVERY NOTE BY US POWER SQUADRON 1988 (MRB)
 AB0256'RECOVERED IN GOOD CONDITION.
 AB0256
 AB0256                          STATION RECOVERY (1988)
 AB0256
 AB0256'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0256'RECOVERED IN GOOD CONDITION.
 AB0256
 AB0256                          STATION RECOVERY (1991)
 AB0256
 AB0256'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0256'RECOVERED IN GOOD CONDITION.
 AB0256
 AB0256                          STATION RECOVERY (1993)
 AB0256
 AB0256'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0088 ***********************************************************************
 AW0088  DESIGNATION -  L 1143
 AW0088  PID         -  AW0088
 AW0088  STATE/COUNTY-  TX/BRAZORIA
 AW0088  USGS QUAD   -  LAKE JACKSON (1974)
 AW0088
 AW0088                         *CURRENT SURVEY CONTROL
 AW0088  ___________________________________________________________________
 AW0088* NAD 83(1986)-  29 03 10.     (N)    095 25 24.     (W)     SCALED    
 AW0088* NAVD 88     -         4.78   (+/-2cm)      15.7    (feet)  VERTCON   
 AW0088  ___________________________________________________________________
 AW0088  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AW0088
 AW0088  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0088
 AW0088.The horizontal coordinates were scaled from a topographic map and have
 AW0088.an estimated accuracy of +/- 6 seconds.
 AW0088
 AW0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0088.The vertical order pertains to the NGVD 29 superseded value.
 AW0088
 AW0088.The geoid height was determined by GEOID03.
 AW0088
 AW0088;                    North         East    Units  Estimated Accuracy
 AW0088;SPC TXSC     - 4,140,470.      948,230.      MT  (+/- 180 meters Scaled)
 AW0088
 AW0088                          SUPERSEDED SURVEY CONTROL
 AW0088
 AW0088  NGVD 29 (??/??/92)    4.795  (m)           15.73   (f) ADJ UNCH    1 1
 AW0088
 AW0088.Superseded values are not recommended for survey control.
 AW0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0088.See file dsdata.txt to determine how the superseded data were derived.
 AW0088
 AW0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN640162(NAD 83)
 AW0088_MARKER: DB = BENCH MARK DISK
 AW0088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0088_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0088_STAMPING: L 1143 1959
 AW0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0088
 AW0088  HISTORY     - Date     Condition        Report By
 AW0088  HISTORY     - 1959     MONUMENTED       CGS
 AW0088  HISTORY     - 1973     GOOD             NGS
 AW0088  HISTORY     - 1978     GOOD             NGS
 AW0088  HISTORY     - 1988     POOR             USPSQD
 AW0088  HISTORY     - 1989     GOOD             USPSQD
 AW0088  HISTORY     - 1990     GOOD             USPSQD
 AW0088  HISTORY     - 19920613 MARK NOT FOUND   USPSQD
 AW0088
 AW0088                          STATION DESCRIPTION
 AW0088
 AW0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0088'2.4 MI NW FROM CLUTE.
 AW0088'2.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW0088'CROSSING OF MAIN STREET AT CLUTE, 13-3/4 POLES SOUTHEAST OF MILEPOLE
 AW0088'7, AT THE WEST CORNER OF THE JUNCTION OF OLD ANGLETON ROAD AND WILLOW
 AW0088'DRIVE, 106.1 FEET SOUTHWEST AND ACROSS THE OLD ANGLETON ROAD FROM THE
 AW0088'SOUTHWEST RAIL OF THE MAIN TRACK, 35 FEET SOUTHWEST OF THE CENTER LINE
 AW0088'OF THE ROAD, 72 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE,
 AW0088'23.7 FEET NORTHWEST OF A FENCE CORNER POST, 0.7 FOOT SOUTHWEST OF A
 AW0088'1-INCH IRON PIPE SUPPORTING A UNITED METHODEST CHURCH SIGN, 1.0 FOOT
 AW0088'NORTHEAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF
 AW0088'A 3-INCH IRON PIPE FLUSH WITH THE GROUND.  NOTE-- A PORTION OF THE
 AW0088'DISK IS CUT OFF BUT THE STILL SOLID.  ROD WAS HELD ON THE HIGH POINT
 AW0088'DURING THE 1973 RELEVELING.  NOTE-- TREE MARK AE IS LOCATED IN THE
 AW0088'SOUTHWEST ROOT OF A 25-INCH PECAN TREE, 13 1/2 FEET SOUTH-SOUTHEAST OF
 AW0088'THIS MARK.
 AW0088
 AW0088                          STATION RECOVERY (1978)
 AW0088
 AW0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0088'RECOVERED IN GOOD CONDITION.
 AW0088
 AW0088                          STATION RECOVERY (1988)
 AW0088
 AW0088'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW0088'MARK RECOVERED IN POOR CONDITION.
 AW0088
 AW0088                          STATION RECOVERY (1989)
 AW0088
 AW0088'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0088'RECOVERED IN GOOD CONDITION.
 AW0088
 AW0088                          STATION RECOVERY (1990)
 AW0088
 AW0088'RECOVERY NOTE BY US POWER SQUADRON 1990 (JJ)
 AW0088'RECOVERED IN GOOD CONDITION.
 AW0088
 AW0088                          STATION RECOVERY (1992)
 AW0088
 AW0088'RECOVERY NOTE BY US POWER SQUADRON 1992 (RAC)
 AW0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0471 ***********************************************************************
 AW0471  DESIGNATION -  L 1144
 AW0471  PID         -  AW0471
 AW0471  STATE/COUNTY-  TX/GALVESTON
 AW0471  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0471
 AW0471                         *CURRENT SURVEY CONTROL
 AW0471  ___________________________________________________________________
 AW0471* NAD 83(1986)-  29 19 01.     (N)    094 55 48.     (W)     SCALED    
 AW0471* NAVD 88     -         1.80   (+/-2cm)       5.9    (feet)  VERTCON   
 AW0471  ___________________________________________________________________
 AW0471  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AW0471
 AW0471  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0471
 AW0471.The horizontal coordinates were scaled from a topographic map and have
 AW0471.an estimated accuracy of +/- 6 seconds.
 AW0471
 AW0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0471.The vertical order pertains to the NGVD 29 superseded value.
 AW0471
 AW0471.The geoid height was determined by GEOID03.
 AW0471
 AW0471;                    North         East    Units  Estimated Accuracy
 AW0471;SPC TXSC     - 4,171,300.      995,230.      MT  (+/- 180 meters Scaled)
 AW0471
 AW0471                          SUPERSEDED SURVEY CONTROL
 AW0471
 AW0471  NGVD 29 (??/??/92)    1.801  (m)            5.91   (f) ADJ UNCH    1 1
 AW0471
 AW0471.Superseded values are not recommended for survey control.
 AW0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0471.See file dsdata.txt to determine how the superseded data were derived.
 AW0471
 AW0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN125446(NAD 83)
 AW0471_MARKER: DB = BENCH MARK DISK
 AW0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0471_SP_SET: CONCRETE BASE
 AW0471_STAMPING: L 1144 1959
 AW0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0471
 AW0471  HISTORY     - Date     Condition        Report By
 AW0471  HISTORY     - 1959     MONUMENTED       CGS
 AW0471  HISTORY     - 1973     GOOD             NGS
 AW0471  HISTORY     - 1978     GOOD             NGS
 AW0471
 AW0471                          STATION DESCRIPTION
 AW0471
 AW0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0471'2.0 MI W FROM VIRGINIA POINT.
 AW0471'2.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW0471'THE SIGNAL STATION AT VIRGINIA POINT, 10 POLE WEST OF MILEPOST 8, IN
 AW0471'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF SEMAPHORE 82,
 AW0471'5.5 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT HIGHER THAN THE
 AW0471'TRACK.
 AW0471
 AW0471                          STATION RECOVERY (1978)
 AW0471
 AW0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0471'2.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTE FE RAILWAY
 AW0471'FROM THE SIGNAL STATION AT VIRGINIA POINT, TEN POLES WEST OF MILEPOST
 AW0471'8, IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE BASE OF ABANDONED
 AW0471'SEMAPHORE NUMBER 2. FIVE FEET NORTH OF THE NORTH RAIL, 1 FOOT HIGHER
 AW0471'THAN THE TRACK AND 130 FEET WEST OF A NEW SIGNAL LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0509 ***********************************************************************
 BL0509  DESIGNATION -  L 1145
 BL0509  PID         -  BL0509
 BL0509  STATE/COUNTY-  TX/LIBERTY
 BL0509  USGS QUAD   -  DAISETTA (1984)
 BL0509
 BL0509                         *CURRENT SURVEY CONTROL
 BL0509  ___________________________________________________________________
 BL0509* NAD 83(1986)-  30 01 45.     (N)    094 40 21.     (W)     SCALED    
 BL0509* NAVD 88     -        17.96   (+/-2cm)      58.9    (feet)  VERTCON   
 BL0509  ___________________________________________________________________
 BL0509  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0509
 BL0509  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL0509
 BL0509.The horizontal coordinates were scaled from a topographic map and have
 BL0509.an estimated accuracy of +/- 6 seconds.
 BL0509
 BL0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0509.The vertical order pertains to the NGVD 29 superseded value.
 BL0509
 BL0509.The geoid height was determined by GEOID03.
 BL0509
 BL0509;                    North         East    Units  Estimated Accuracy
 BL0509;SPC TX C     - 3,054,080.    1,245,810.      MT  (+/- 180 meters Scaled)
 BL0509
 BL0509                          SUPERSEDED SURVEY CONTROL
 BL0509
 BL0509  NGVD 29 (??/??/92)   17.962  (m)           58.93   (f) ADJ UNCH    1 2
 BL0509
 BL0509.Superseded values are not recommended for survey control.
 BL0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0509.See file dsdata.txt to determine how the superseded data were derived.
 BL0509
 BL0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP387231(NAD 83)
 BL0509_MARKER: DB = BENCH MARK DISK
 BL0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0509_STAMPING: L 1145 1959
 BL0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0509+STABILITY: SURFACE MOTION
 BL0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0509+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2004
 BL0509
 BL0509  HISTORY     - Date     Condition        Report By
 BL0509  HISTORY     - 1959     MONUMENTED       CGS
 BL0509  HISTORY     - 19880526 GOOD             USPSQD
 BL0509  HISTORY     - 20030522 GOOD             JCLS
 BL0509  HISTORY     - 20040407 GOOD             USPSQD
 BL0509
 BL0509                          STATION DESCRIPTION
 BL0509
 BL0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BL0509'0.95 MI S FROM RAYWOOD.
 BL0509'ABOUT 0.15 MILE EAST ALONG U. S. HIGHWAY 90 FROM THE RICE GROWERS
 BL0509'CONCRETE ELEVATOR AT RAYWOOD, THENCE ABOUT 0.8 MILE SOUTH ALONG FARM
 BL0509'ROAD 770, 65 FEET WEST OF THE CENTER LINE OF THE ROAD, 56 FEET
 BL0509'SOUTHEAST OF THE SOUTHEAST CORNER OF A SUN PORCH ON THE EAST SIDE OF A
 BL0509'FARMHOUSE, 35 FEET SOUTH-SOUTHEAST OF A 12-INCH PECAN TREE, 23 FEET
 BL0509'WEST OF A FENCE CORNER, 7 1/2 FEET SOUTH OF A POWER POLE, 2 1/2 FEET
 BL0509'NORTHEAST OF A FENCE CORNER, 1 1/2 FEET EAST OF A FENCE, AND IN THE
 BL0509'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BL0509
 BL0509                          STATION RECOVERY (1988)
 BL0509
 BL0509'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJB)
 BL0509'RECOVERED IN GOOD CONDITION.
 BL0509
 BL0509                          STATION RECOVERY (2003)
 BL0509
 BL0509'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BL0509'THIS STATION IS NOW LOCATED BENEATH A LARGE PROPANE TANK.
 BL0509
 BL0509                          STATION RECOVERY (2004)
 BL0509
 BL0509'RECOVERY NOTE BY US POWER SQUADRON 2004
 BL0509'GO TO N30 01 45.2 W094 40 19.7.  LOCATED UNDER THE BUTANE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1124 ***********************************************************************
 AW1124  DESIGNATION -  L 1147
 AW1124  PID         -  AW1124
 AW1124  STATE/COUNTY-  TX/HARRIS
 AW1124  USGS QUAD   -  PARK PLACE (1995)
 AW1124
 AW1124                         *CURRENT SURVEY CONTROL
 AW1124  ___________________________________________________________________
 AW1124* NAD 83(1986)-  29 42 09.     (N)    095 16 29.     (W)     SCALED    
 AW1124* NAVD 88     -         9.224  (meters)      30.26   (feet)  ADJUSTED  
 AW1124  ___________________________________________________________________
 AW1124  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AW1124  DYNAMIC HT  -           9.211 (meters)      30.22  (feet)  COMP
 AW1124  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 AW1124  OBS GRAVITY -     979,285.8   (mgal)                       GRAV_OBS
 AW1124
 AW1124  VERT ORDER  -  FIRST     CLASS I
 AW1124
 AW1124.The horizontal coordinates were scaled from a topographic map and have
 AW1124.an estimated accuracy of +/- 6 seconds.
 AW1124
 AW1124.The orthometric height was determined by differential leveling
 AW1124.and adjusted by the National Geodetic Survey in June 1991..
 AW1124
 AW1124.The geoid height was determined by GEOID03.
 AW1124
 AW1124.The dynamic height is computed by dividing the NAVD 88
 AW1124.geopotential number by the normal gravity value computed on the
 AW1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1124.degrees latitude (g = 980.6199 gals.).
 AW1124
 AW1124.The modeled gravity was interpolated from observed gravity values.
 AW1124.The observed gravity was obtained from relative gravimeter ties
 AW1124.to the IGSN71 gravity network.
 AW1124
 AW1124;                    North         East    Units  Estimated Accuracy
 AW1124;SPC TXSC     - 4,212,900.      960,400.      MT  (+/- 180 meters Scaled)
 AW1124
 AW1124                          SUPERSEDED SURVEY CONTROL
 AW1124
 AW1124  NGVD 29 (12/23/87)    9.220  (m)           30.25   (f) ADJUSTED    1 1
 AW1124
 AW1124.Superseded values are not recommended for survey control.
 AW1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1124.See file dsdata.txt to determine how the superseded data were derived.
 AW1124
 AW1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN799879(NAD 83)
 AW1124_MARKER: DB = BENCH MARK DISK
 AW1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1124_SP_SET: CONCRETE POST
 AW1124_STAMPING: L 1147 1959
 AW1124_MARK LOGO: CGS   
 AW1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1124+STABILITY: SURFACE MOTION
 AW1124
 AW1124  HISTORY     - Date     Condition        Report By
 AW1124  HISTORY     - 1959     MONUMENTED       CGS
 AW1124  HISTORY     - 1973     GOOD             NGS
 AW1124  HISTORY     - 1976     GOOD             NGS
 AW1124  HISTORY     - 1976     GOOD             NGS
 AW1124  HISTORY     - 1978     GOOD             NGS
 AW1124  HISTORY     - 1983     GOOD             NGS
 AW1124  HISTORY     - 1987     GOOD             USPSQD
 AW1124  HISTORY     - 1987     GOOD             USPSQD
 AW1124  HISTORY     - 1987     GOOD             USPSQD
 AW1124  HISTORY     - 1987     GOOD             USPSQD
 AW1124  HISTORY     - 1987     GOOD             USPSQD
 AW1124  HISTORY     - 1987     GOOD             USPSQD
 AW1124  HISTORY     - 1987     GOOD             USPSQD
 AW1124  HISTORY     - 1987     GOOD             NGS
 AW1124  HISTORY     - 1988     GOOD             USPSQD
 AW1124  HISTORY     - 1988     GOOD             USPSQD
 AW1124  HISTORY     - 1988     GOOD             USPSQD
 AW1124  HISTORY     - 1988     GOOD             USPSQD
 AW1124  HISTORY     - 1988     GOOD             USPSQD
 AW1124  HISTORY     - 1988     GOOD             USPSQD
 AW1124  HISTORY     - 1988     GOOD             USPSQD
 AW1124  HISTORY     - 1988     GOOD             USPSQD
 AW1124  HISTORY     - 1989     GOOD             USPSQD
 AW1124  HISTORY     - 1989     GOOD             USPSQD
 AW1124  HISTORY     - 1989     GOOD             USPSQD
 AW1124  HISTORY     - 1989     GOOD             USPSQD
 AW1124  HISTORY     - 1989     GOOD             USPSQD
 AW1124  HISTORY     - 1989     GOOD             USPSQD
 AW1124  HISTORY     - 1990     GOOD             USPSQD
 AW1124  HISTORY     - 1990     GOOD             USPSQD
 AW1124  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW1124
 AW1124                          STATION DESCRIPTION
 AW1124
 AW1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1124'3.65 MI NW FROM SOUTH HOUSTON.
 AW1124'3.3 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1124'RAILROAD FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON, THENCE
 AW1124'0.25 MILE WEST ALONG PARK TERRACE BOULEVARD, THENCE 0.1 MILE NORTH
 AW1124'ALONG BELLEVUE STREET, AT THE JUNCTION OF COLETO STREET, AT THE CITY
 AW1124'OF HOUSTON WATER PLANT, 28 FEET EAST OF THE EXTENDED CENTER LINE OF
 AW1124'BELLEVUE STREET, 187 FEET NORTH OF THE CENTER LINE OF COLETO STREET, 8
 AW1124'FEET SOUTH OF THE NORTHWEST CORNER OF A CYCLONE FENCE, 83 FEET
 AW1124'NORTHWEST OF THE NORTHWEST SIDE OF THE WEST ONE OF TWO LARGE WATER
 AW1124'TANKS, 27.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL BRICK
 AW1124'BUILDING, 1.5 FEET EAST OF THE WEST CYCLONE FENCE, ABOUT LEVEL WITH
 AW1124'THE STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 AW1124'ABOVE THE GROUND.
 AW1124
 AW1124                          STATION RECOVERY (1976)
 AW1124
 AW1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1976)
 AW1124
 AW1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1978)
 AW1124
 AW1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1983)
 AW1124
 AW1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1987)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1987)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1987 (KFT)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1987)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1987)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1987 (RP)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1987)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1987)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1987)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1987 (TLB)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1987)
 AW1124
 AW1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1124'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. ADD--2.7 M
 AW1124'(8.9 FT) SOUTH OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE.
 AW1124
 AW1124                          STATION RECOVERY (1988)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1988)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1988)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1988)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1988)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1988)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1988)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1988)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1989)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1989)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1989)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1989)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1989)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1989)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1990)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1990)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1124'RECOVERED IN GOOD CONDITION.
 AW1124
 AW1124                          STATION RECOVERY (1995)
 AW1124
 AW1124'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0378 ***********************************************************************
 AW0378  DESIGNATION -  L 1148
 AW0378  PID         -  AW0378
 AW0378  STATE/COUNTY-  TX/HARRIS
 AW0378  USGS QUAD   -  JACINTO CITY (1982)
 AW0378
 AW0378                         *CURRENT SURVEY CONTROL
 AW0378  ___________________________________________________________________
 AW0378* NAD 83(1986)-  29 49 21.     (N)    095 14 04.     (W)     SCALED    
 AW0378* NAVD 88     -        10.211  (meters)      33.50   (feet)  ADJUSTED  
 AW0378  ___________________________________________________________________
 AW0378  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0378  DYNAMIC HT  -          10.197 (meters)      33.45  (feet)  COMP
 AW0378  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 AW0378
 AW0378  VERT ORDER  -  FIRST     CLASS I
 AW0378
 AW0378.The horizontal coordinates were scaled from a topographic map and have
 AW0378.an estimated accuracy of +/- 6 seconds.
 AW0378
 AW0378.The orthometric height was determined by differential leveling
 AW0378.and adjusted by the National Geodetic Survey in June 1991..
 AW0378
 AW0378.The geoid height was determined by GEOID03.
 AW0378
 AW0378.The dynamic height is computed by dividing the NAVD 88
 AW0378.geopotential number by the normal gravity value computed on the
 AW0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0378.degrees latitude (g = 980.6199 gals.).
 AW0378
 AW0378.The modeled gravity was interpolated from observed gravity values.
 AW0378
 AW0378;                    North         East    Units  Estimated Accuracy
 AW0378;SPC TXSC     - 4,226,310.      963,870.      MT  (+/- 180 meters Scaled)
 AW0378
 AW0378                          SUPERSEDED SURVEY CONTROL
 AW0378
 AW0378  NGVD 29 (12/23/87)   10.209  (m)           33.49   (f) ADJUSTED    1 1
 AW0378
 AW0378.Superseded values are not recommended for survey control.
 AW0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0378.See file dsdata.txt to determine how the superseded data were derived.
 AW0378
 AW0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP840012(NAD 83)
 AW0378_MARKER: DB = BENCH MARK DISK
 AW0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0378_SP_SET: CONCRETE POST
 AW0378_STAMPING: L 1148 1959
 AW0378_MARK LOGO: CGS   
 AW0378_PROJECTION: PROJECTING 10 CENTIMETERS
 AW0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0378+STABILITY: SURFACE MOTION
 AW0378
 AW0378  HISTORY     - Date     Condition        Report By
 AW0378  HISTORY     - 1959     MONUMENTED       CGS
 AW0378  HISTORY     - 1972     GOOD             NGS
 AW0378  HISTORY     - 1978     GOOD             NGS
 AW0378  HISTORY     - 1983     GOOD             NGS
 AW0378  HISTORY     - 1987     GOOD             USPSQD
 AW0378  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0378  HISTORY     - 1987     GOOD             NGS
 AW0378  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0378  HISTORY     - 19940911 GOOD             USPSQD
 AW0378
 AW0378                          STATION DESCRIPTION
 AW0378
 AW0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0378'7.2 MI SW FROM SHELDON.
 AW0378'ABOUT 7.2 MILES SOUTHWEST ALONG US HIGHWAY 90 FROM THE INTERSECTION OF
 AW0378'SHELDON ROAD, ABOUT 8 POLES SOUTHWEST OF MILE POST 353, 60 FEET
 AW0378'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 99 FEET NORTHEAST OF THE
 AW0378'CENTER LINE OF A PRIVATE ROAD LEADING NORTHWEST TO E. L. FARMER AND
 AW0378'COMPANY, 59.2 FEET NORTHEAST OF AN UNDERGROUND CABLE MARKER POST, 34.7
 AW0378'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 10 FEET NORTHEAST OF A TELEGRAPH
 AW0378'POLE, 1.1 FEET NORTHWEST OF A METAL WITNESS POST AND SET IN THE TOP OF
 AW0378'A CONCRETE POST PROJECTING 0.3 FOOT.
 AW0378
 AW0378                          STATION RECOVERY (1978)
 AW0378
 AW0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0378'RECOVERED IN GOOD CONDITION.
 AW0378
 AW0378                          STATION RECOVERY (1983)
 AW0378
 AW0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0378'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 10 FEET NORTHEAST OF A
 AW0378'TELEPHONE POLE, ADD 11.58 METERS (38.0 FT) WEST OF A TELEPHONE POLE.
 AW0378'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AW0378'THE MARK IS 0.6 M BELOW HIGHWAY.
 AW0378
 AW0378                          STATION RECOVERY (1987)
 AW0378
 AW0378'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0378'RECOVERED IN GOOD CONDITION.
 AW0378
 AW0378                          STATION RECOVERY (1987)
 AW0378
 AW0378'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0378'MARK NOT FOUND.
 AW0378
 AW0378                          STATION RECOVERY (1987)
 AW0378
 AW0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0378'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 AW0378'DELETE--ABOUT 8 POLES SOUTHWEST OF MILEPOST 353, AND 59.2 FEET
 AW0378'NORTHEAST OF AN UNDERGROUND CABLE MARKER POST.
 AW0378
 AW0378                          STATION RECOVERY (1988)
 AW0378
 AW0378'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW0378'MARK NOT FOUND.
 AW0378
 AW0378                          STATION RECOVERY (1994)
 AW0378
 AW0378'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1164 ***********************************************************************
 BL1164  HT_MOD      -  This is a Height Modernization Survey Station.
 BL1164  DESIGNATION -  L 1149
 BL1164  PID         -  BL1164
 BL1164  STATE/COUNTY-  TX/MONTGOMERY
 BL1164  USGS QUAD   -  CONROE (1976)
 BL1164
 BL1164                         *CURRENT SURVEY CONTROL
 BL1164  ___________________________________________________________________
 BL1164* NAD 83(1993)-  30 17 21.67457(N)    095 27 20.93495(W)     ADJUSTED  
 BL1164* NAVD 88     -        51.05   (meters)     167.5    (feet)  GPS OBS   
 BL1164  ___________________________________________________________________
 BL1164  X           -    -524,086.558 (meters)                     COMP
 BL1164  Y           -  -5,487,197.585 (meters)                     COMP
 BL1164  Z           -   3,198,123.886 (meters)                     COMP
 BL1164  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BL1164  ELLIP HEIGHT-          23.53  (meters)          (12/03/01) GPS OBS
 BL1164  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BL1164  DYNAMIC HT  -          50.98  (meters)     167.3   (feet)  COMP
 BL1164  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 BL1164
 BL1164  HORZ ORDER  -  FIRST
 BL1164  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1164  ELLP ORDER  -  FOURTH    CLASS II
 BL1164
 BL1164.The horizontal coordinates were established by GPS observations
 BL1164.and adjusted by the National Geodetic Survey in December 2001..
 BL1164
 BL1164.The orthometric height was determined by GPS observations and a
 BL1164.high-resolution geoid model using precise GPS observation and
 BL1164.processing techniques. It supersedes the leveled height previously
 BL1164.determined for this station.
 BL1164.The vertical order pertains to the first NAVD 88 superseded value.
 BL1164
 BL1164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BL1164
 BL1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 BL1164
 BL1164.The ellipsoidal height was determined by GPS observations
 BL1164.and is referenced to NAD 83.
 BL1164
 BL1164.The geoid height was determined by GEOID03.
 BL1164
 BL1164.The dynamic height is computed by dividing the NAVD 88
 BL1164.geopotential number by the normal gravity value computed on the
 BL1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1164.degrees latitude (g = 980.6199 gals.).
 BL1164
 BL1164.The modeled gravity was interpolated from observed gravity values.
 BL1164
 BL1164;                    North         East     Units Scale Factor Converg.
 BL1164;SPC TX C     - 3,079,314.476 1,169,072.442   MT  0.99995839   +2 30 44.0
 BL1164;SPC TX C     -10,102,717.58  3,835,531.84   sFT  0.99995839   +2 30 44.0
 BL1164;UTM  15      - 3,353,402.964   263,796.668   MT  1.00028836   -1 14 21.1
 BL1164
 BL1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BL1164!SPC TX C     -   0.99999630  x   0.99995839  =   0.99995469
 BL1164!UTM  15      -   0.99999630  x   1.00028836  =   1.00028466
 BL1164
 BL1164                          SUPERSEDED SURVEY CONTROL
 BL1164
 BL1164  NAVD 88 (06/15/91)   51.145  (m)          167.80   (f) ADJUSTED    1 1
 BL1164  NGVD 29 (12/23/87)   51.147  (m)          167.80   (f) ADJUSTED    1 1
 BL1164
 BL1164.Superseded values are not recommended for survey control.
 BL1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1164.See file dsdata.txt to determine how the superseded data were derived.
 BL1164
 BL1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP6379753403(NAD 83)
 BL1164_MARKER: DB = BENCH MARK DISK
 BL1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1164_SP_SET: CONCRETE POST
 BL1164_STAMPING: L 1149 1959
 BL1164_MARK LOGO: CGS   
 BL1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1164+STABILITY: SURFACE MOTION
 BL1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL1164+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 BL1164
 BL1164  HISTORY     - Date     Condition        Report By
 BL1164  HISTORY     - 1959     MONUMENTED       CGS
 BL1164  HISTORY     - 1973     GOOD             NGS
 BL1164  HISTORY     - 1978     GOOD             NGS
 BL1164  HISTORY     - 1987     GOOD             NGS
 BL1164  HISTORY     - 20010709 GOOD             JCLS
 BL1164  HISTORY     - 20040802 GOOD             DEWDAV
 BL1164  HISTORY     - 20040805 GOOD             DEWDAV
 BL1164  HISTORY     - 20050929 GOOD             USPSQD
 BL1164
 BL1164                          STATION DESCRIPTION
 BL1164
 BL1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1164'1.4 MI S FROM CONROE.
 BL1164'ABOUT 1.4 MILES SOUTH ALONG THE MISSOURI-PACIFIC RAILROAD FROM THE
 BL1164'STATION AT CONROE, ABOUT 4 1/2 POLES SOUTH OF MILE POST 113, 139 FEET
 BL1164'SOUTH OF A ROAD CROSSING, 33.7 FEET EAST OF THE EAST RAIL, 26 FEET
 BL1164'WEST OF THE CENTER LINE OF A GRAVEL ROAD PARALLEL TO THE TRACKS ON THE
 BL1164'EAST SIDE, 5.2 FEET NORTH OF A POWER POLE, 1.1 FEET SOUTH OF A METAL
 BL1164'WITNESS POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL, SET IN THE
 BL1164'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BL1164
 BL1164                          STATION RECOVERY (1978)
 BL1164
 BL1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1164'RECOVERED IN GOOD CONDITION.
 BL1164
 BL1164                          STATION RECOVERY (1987)
 BL1164
 BL1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1164'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.3 KM (1.45
 BL1164'MI) SOUTHERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS JUNCTION
 BL1164'WITH AVENUE A IN CONROE.
 BL1164
 BL1164                          STATION RECOVERY (2001)
 BL1164
 BL1164'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BL1164'RECOVERED IN GOOD CONDITION.
 BL1164
 BL1164                          STATION RECOVERY (2004)
 BL1164
 BL1164'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BL1164'RECOVERED IN GOOD CONDITION.
 BL1164
 BL1164                          STATION RECOVERY (2004)
 BL1164
 BL1164'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 BL1164'RECOVERED IN GOOD CONDITION.
 BL1164
 BL1164                          STATION RECOVERY (2005)
 BL1164
 BL1164'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL1164'FOUND AS DESCRIBED. HAS A WOOD SLAT AND ORANGE TAPE BY IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2342 ***********************************************************************
 AW2342  DESIGNATION -  L 1150
 AW2342  PID         -  AW2342
 AW2342  STATE/COUNTY-  TX/HARRIS
 AW2342  USGS QUAD   -  BELLAIRE (1995)
 AW2342
 AW2342                         *CURRENT SURVEY CONTROL
 AW2342  ___________________________________________________________________
 AW2342* NAD 83(1986)-  29 44 33.     (N)    095 22 34.     (W)     SCALED    
 AW2342* NAVD 88     -        14.379  (meters)      47.18   (feet)  ADJUSTED  
 AW2342  ___________________________________________________________________
 AW2342  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW2342  DYNAMIC HT  -          14.359 (meters)      47.11  (feet)  COMP
 AW2342  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 AW2342
 AW2342  VERT ORDER  -  FIRST     CLASS II
 AW2342
 AW2342.The horizontal coordinates were scaled from a topographic map and have
 AW2342.an estimated accuracy of +/- 6 seconds.
 AW2342
 AW2342.The orthometric height was determined by differential leveling
 AW2342.and adjusted by the National Geodetic Survey in June 1991..
 AW2342
 AW2342.The geoid height was determined by GEOID03.
 AW2342
 AW2342.The dynamic height is computed by dividing the NAVD 88
 AW2342.geopotential number by the normal gravity value computed on the
 AW2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2342.degrees latitude (g = 980.6199 gals.).
 AW2342
 AW2342.The modeled gravity was interpolated from observed gravity values.
 AW2342
 AW2342;                    North         East    Units  Estimated Accuracy
 AW2342;SPC TXSC     - 4,217,020.      950,460.      MT  (+/- 180 meters Scaled)
 AW2342
 AW2342                          SUPERSEDED SURVEY CONTROL
 AW2342
 AW2342  NGVD 29 (12/23/87)   14.375  (m)           47.16   (f) ADJUSTED    1 2
 AW2342
 AW2342.Superseded values are not recommended for survey control.
 AW2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2342.See file dsdata.txt to determine how the superseded data were derived.
 AW2342
 AW2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN702926(NAD 83)
 AW2342_MARKER: DB = BENCH MARK DISK
 AW2342_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW2342_SP_SET: BANK BUILDING WALL
 AW2342_STAMPING: L 1150 1959
 AW2342_MARK LOGO: CGS   
 AW2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2342+STABILITY: SURFACE MOTION
 AW2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2342+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 AW2342
 AW2342  HISTORY     - Date     Condition        Report By
 AW2342  HISTORY     - 1959     MONUMENTED       CGS
 AW2342  HISTORY     - 1964     GOOD             NGS
 AW2342  HISTORY     - 1978     GOOD             NGS
 AW2342  HISTORY     - 1983     GOOD             NGS
 AW2342  HISTORY     - 1986     GOOD             NGS
 AW2342  HISTORY     - 1989     GOOD             USPSQD
 AW2342  HISTORY     - 1989     GOOD             USPSQD
 AW2342  HISTORY     - 1991     GOOD             USPSQD
 AW2342  HISTORY     - 19931030 GOOD             USPSQD
 AW2342  HISTORY     - 20040507 GOOD             USPSQD
 AW2342
 AW2342                          STATION DESCRIPTION
 AW2342
 AW2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AW2342'2.15 MI SW FROM HOUSTON.
 AW2342'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC
 AW2342'RAILROAD STATION AT HOUSTON, THENCE ABOUT 1.75 MILES SOUTH-SOUTHWEST
 AW2342'ALONG MAIN STREET, AT THE INTERSECTION OF ANITA STREET, 56 FEET
 AW2342'EAST-NORTHEAST OF THE CENTER LINE OF MAIN STREET, 28 FEET
 AW2342'SOUTH-SOUTHWEST OF THE CENTER LINE OF ANITA STREET, SET VERTICALLY IN
 AW2342'THE NORTH BRICK WALL OF THE SOUTH MAIN STATE BANK BUILDING, 1.3 FEET
 AW2342'EAST OF THE NORTHWEST CORNER, AND ABOUT 3 FEET ABOVE THE GROUND.
 AW2342
 AW2342                          STATION RECOVERY (1964)
 AW2342
 AW2342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW2342'RECOVERED IN GOOD CONDITION.
 AW2342
 AW2342                          STATION RECOVERY (1978)
 AW2342
 AW2342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2342'RECOVERED IN GOOD CONDITION.
 AW2342
 AW2342                          STATION RECOVERY (1983)
 AW2342
 AW2342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2342'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW2342'0.2 KM (0.15 MI) NORTHWEST ALONG CONGRESS STREET FROM THE INTERSECTION
 AW2342'OF SAN JACINTO STREET AT THE NORTH-NORTHEAST CORNER OF THE HARRIS
 AW2342'COUNTY CIVIL COURTS BUILDING IN HOUSTON, THENCE 1.8 KM (1.1 MI)
 AW2342'SOUTHWEST ALONG MAIN STREET, AT THE INTERSECTION OF ANITA STREET AND
 AW2342'IS SET VERTICALLY IN THE NORTHEAST FACE OF THE SOUTH MAIN STATE BANK
 AW2342'BUILDING, 17.0 METERS (56.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 AW2342'MAIN STREET, 8.5 METERS (28.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AW2342'ANITA STREET, AND 0.39 METERS (1.3 FT) EAST OF THE NORTHWEST CORNER OF
 AW2342'THE BANK BUILDING.
 AW2342'THE MARK IS 0.9 M ABOVE GROUND.
 AW2342
 AW2342                          STATION RECOVERY (1986)
 AW2342
 AW2342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2342'RECOVERED IN GOOD CONDITION.
 AW2342
 AW2342                          STATION RECOVERY (1989)
 AW2342
 AW2342'RECOVERY NOTE BY US POWER SQUADRON 1989 (LT)
 AW2342'RECOVERED IN GOOD CONDITION.
 AW2342
 AW2342                          STATION RECOVERY (1989)
 AW2342
 AW2342'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW2342'RECOVERED IN GOOD CONDITION.
 AW2342
 AW2342                          STATION RECOVERY (1991)
 AW2342
 AW2342'RECOVERY NOTE BY US POWER SQUADRON 1991 (TT)
 AW2342'RECOVERED IN GOOD CONDITION.
 AW2342
 AW2342                          STATION RECOVERY (1993)
 AW2342
 AW2342'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2342'RECOVERED IN GOOD CONDITION.
 AW2342
 AW2342                          STATION RECOVERY (2004)
 AW2342
 AW2342'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0695 ***********************************************************************
 CT0695  DESIGNATION -  L 1152
 CT0695  PID         -  CT0695
 CT0695  STATE/COUNTY-  TX/TAYLOR
 CT0695  USGS QUAD   -  LAKE ABILENE (1987)
 CT0695
 CT0695                         *CURRENT SURVEY CONTROL
 CT0695  ___________________________________________________________________
 CT0695* NAD 83(1986)-  32 13 44.     (N)    099 54 09.     (W)     SCALED    
 CT0695* NAVD 88     -       621.745  (meters)    2039.84   (feet)  ADJUSTED  
 CT0695  ___________________________________________________________________
 CT0695  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CT0695  DYNAMIC HT  -         620.929 (meters)    2037.16  (feet)  COMP
 CT0695  MODELED GRAV-     979,306.2   (mgal)                       NAVD 88
 CT0695
 CT0695  VERT ORDER  -  SECOND    CLASS 0
 CT0695
 CT0695.The horizontal coordinates were scaled from a topographic map and have
 CT0695.an estimated accuracy of +/- 6 seconds.
 CT0695
 CT0695.The orthometric height was determined by differential leveling
 CT0695.and adjusted by the National Geodetic Survey in June 1991..
 CT0695
 CT0695.The geoid height was determined by GEOID03.
 CT0695
 CT0695.The dynamic height is computed by dividing the NAVD 88
 CT0695.geopotential number by the normal gravity value computed on the
 CT0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0695.degrees latitude (g = 980.6199 gals.).
 CT0695
 CT0695.The modeled gravity was interpolated from observed gravity values.
 CT0695
 CT0695;                    North         East    Units  Estimated Accuracy
 CT0695;SPC TXNC     - 2,063,230.      467,810.      MT  (+/- 180 meters Scaled)
 CT0695
 CT0695                          SUPERSEDED SURVEY CONTROL
 CT0695
 CT0695  NGVD 29 (??/??/92)  621.578  (m)         2039.29   (f) ADJ UNCH    2 0
 CT0695
 CT0695.Superseded values are not recommended for survey control.
 CT0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0695.See file dsdata.txt to determine how the superseded data were derived.
 CT0695
 CT0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA149661(NAD 83)
 CT0695_MARKER: DB = BENCH MARK DISK
 CT0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0695_STAMPING: L 1152 1961
 CT0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0695+STABILITY: SURFACE MOTION
 CT0695
 CT0695  HISTORY     - Date     Condition        Report By
 CT0695  HISTORY     - 1961     MONUMENTED       CGS
 CT0695  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 CT0695
 CT0695                          STATION DESCRIPTION
 CT0695
 CT0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0695'5.75 MI SW FROM BUFFALO GAP.
 CT0695'0.4 MILES SOUTH ALONG FARM ROAD 613 FROM THE POST OFFICE AT BUFFALO
 CT0695'GAP, THENCE 4.45 MILES WEST ALONG FARM ROAD 89, THENCE 0.9 MILES WEST
 CT0695'ALONG A GRAVEL, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET
 CT0695'EAST OF THE CENTER LINE OF A ROAD INTO A PASTURE, 12 FEET EAST OF A
 CT0695'SIGN HUBERT ODOM RANCH, 2 FEET NORTH OF A FENCE, LEVEL WITH THE ROAD,
 CT0695'2.6 FEET WEST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A 12
 CT0695'INCH CONCRETE POST 4 FEET IN THE GROUND AND PROJECTING 7 INCHES ABOVE
 CT0695'THE GROUND.
 CT0695
 CT0695                          STATION RECOVERY (1994)
 CT0695
 CT0695'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0638 ***********************************************************************
 CT0638  DESIGNATION -  L 1153
 CT0638  PID         -  CT0638
 CT0638  STATE/COUNTY-  TX/RUNNELS
 CT0638  USGS QUAD   -  BRADSHAW (1967)
 CT0638
 CT0638                         *CURRENT SURVEY CONTROL
 CT0638  ___________________________________________________________________
 CT0638* NAD 83(1986)-  32 01 31.     (N)    099 57 11.     (W)     SCALED    
 CT0638* NAVD 88     -       589.734  (meters)    1934.82   (feet)  ADJUSTED  
 CT0638  ___________________________________________________________________
 CT0638  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 CT0638  DYNAMIC HT  -         588.964 (meters)    1932.29  (feet)  COMP
 CT0638  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 CT0638
 CT0638  VERT ORDER  -  SECOND    CLASS 0
 CT0638
 CT0638.The horizontal coordinates were scaled from a topographic map and have
 CT0638.an estimated accuracy of +/- 6 seconds.
 CT0638
 CT0638.The orthometric height was determined by differential leveling
 CT0638.and adjusted by the National Geodetic Survey in June 1991..
 CT0638
 CT0638.The geoid height was determined by GEOID03.
 CT0638
 CT0638.The dynamic height is computed by dividing the NAVD 88
 CT0638.geopotential number by the normal gravity value computed on the
 CT0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0638.degrees latitude (g = 980.6199 gals.).
 CT0638
 CT0638.The modeled gravity was interpolated from observed gravity values.
 CT0638
 CT0638;                    North         East    Units  Estimated Accuracy
 CT0638;SPC TX C     - 3,261,540.      735,930.      MT  (+/- 180 meters Scaled)
 CT0638
 CT0638                          SUPERSEDED SURVEY CONTROL
 CT0638
 CT0638  NGVD 29 (??/??/92)  589.611  (m)         1934.42   (f) ADJ UNCH    2 0
 CT0638
 CT0638.Superseded values are not recommended for survey control.
 CT0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0638.See file dsdata.txt to determine how the superseded data were derived.
 CT0638
 CT0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA100436(NAD 83)
 CT0638_MARKER: DB = BENCH MARK DISK
 CT0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0638_STAMPING: L 1153 1961
 CT0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0638+STABILITY: SURFACE MOTION
 CT0638
 CT0638  HISTORY     - Date     Condition        Report By
 CT0638  HISTORY     - 1961     MONUMENTED       CGS
 CT0638
 CT0638                          STATION DESCRIPTION
 CT0638
 CT0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0638'5.0 MI NE FROM WINTERS.
 CT0638'0.1 MILES EAST ALONG STATE STREET FROM THE POST OFFICE AT WINTERS,
 CT0638'THENCE 4.9 MILES NORTH ALONG U.S. HIGHWAY 83, 54 WEST OF THE CENTER
 CT0638'LINE OF U.S. HIGHWAY 83, 45 FEET EAST OF THE EAST RAIL, 2.6 FEET ABOVE
 CT0638'THE LEVEL OF THE RAILROAD, LEVEL WITH THE HIGHWAY, 1.6 FEET SOUTH OF A
 CT0638'TELEPHONE POLE, 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN
 CT0638'TOP OF A 12 INCH SQUARE CONCRETE POST 4 FEET IN THE GROUND AND
 CT0638'PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0219 ***********************************************************************
 CU0219  DESIGNATION -  L 1157
 CU0219  PID         -  CU0219
 CU0219  STATE/COUNTY-  TX/TAYLOR
 CU0219  USGS QUAD   -  MERKEL WEST (1984)
 CU0219
 CU0219                         *CURRENT SURVEY CONTROL
 CU0219  ___________________________________________________________________
 CU0219* NAD 83(1986)-  32 23 51.     (N)    100 04 01.     (W)     SCALED    
 CU0219* NAVD 88     -       603.151  (meters)    1978.84   (feet)  ADJUSTED  
 CU0219  ___________________________________________________________________
 CU0219  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CU0219  DYNAMIC HT  -         602.360 (meters)    1976.24  (feet)  COMP
 CU0219  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 CU0219
 CU0219  VERT ORDER  -  SECOND    CLASS 0
 CU0219
 CU0219.The horizontal coordinates were scaled from a topographic map and have
 CU0219.an estimated accuracy of +/- 6 seconds.
 CU0219
 CU0219.The orthometric height was determined by differential leveling
 CU0219.and adjusted by the National Geodetic Survey in June 1991..
 CU0219
 CU0219.The geoid height was determined by GEOID03.
 CU0219
 CU0219.The dynamic height is computed by dividing the NAVD 88
 CU0219.geopotential number by the normal gravity value computed on the
 CU0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0219.degrees latitude (g = 980.6199 gals.).
 CU0219
 CU0219.The modeled gravity was interpolated from observed gravity values.
 CU0219
 CU0219;                    North         East    Units  Estimated Accuracy
 CU0219;SPC TXNC     - 2,082,140.      452,590.      MT  (+/- 180 meters Scaled)
 CU0219
 CU0219                          SUPERSEDED SURVEY CONTROL
 CU0219
 CU0219  NGVD 29 (??/??/92)  602.965  (m)         1978.23   (f) ADJ UNCH    2 0
 CU0219
 CU0219.Superseded values are not recommended for survey control.
 CU0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0219.See file dsdata.txt to determine how the superseded data were derived.
 CU0219
 CU0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA996849(NAD 83)
 CU0219_MARKER: DB = BENCH MARK DISK
 CU0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0219_STAMPING: L 1157 1961
 CU0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0219+STABILITY: SURFACE MOTION
 CU0219
 CU0219  HISTORY     - Date     Condition        Report By
 CU0219  HISTORY     - 1961     MONUMENTED       CGS
 CU0219  HISTORY     - 1982     GOOD             NGS
 CU0219  HISTORY     - 19940804 MARK NOT FOUND   USPSQD
 CU0219  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 CU0219
 CU0219                          STATION DESCRIPTION
 CU0219
 CU0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0219'7.5 MI S FROM MERKEL.
 CU0219'7.5 MILES SOUTH ALONG FARM ROAD 126 FROM THE HIGH SCHOOL AT MERKEL,
 CU0219'ABOUT 200 FEET EAST OF A FARM HOUSE, 36 FEET NORTHEAST OF THE CENTER
 CU0219'LINE OF FARM ROAD 126, 1 FOOT SOUTHWEST OF A FENCE, LEVEL WITH THE
 CU0219'ROAD, 5 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 CU0219'12 INCH ROUND CONCRETE POST 4 FEET IN THE GROUND AND FLUSH WITH THE
 CU0219'GROUND.
 CU0219
 CU0219                          STATION RECOVERY (1982)
 CU0219
 CU0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CU0219'RECOVERED IN GOOD CONDITION.
 CU0219
 CU0219                          STATION RECOVERY (1994)
 CU0219
 CU0219'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0219'MARK NOT FOUND.
 CU0219
 CU0219                          STATION RECOVERY (2001)
 CU0219
 CU0219'RECOVERY NOTE BY US POWER SQUADRON 2001 (CM)
 CU0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0264 ***********************************************************************
 CU0264  DESIGNATION -  L 1158
 CU0264  PID         -  CU0264
 CU0264  STATE/COUNTY-  TX/TAYLOR
 CU0264  USGS QUAD   -  SHEP (1987)
 CU0264
 CU0264                         *CURRENT SURVEY CONTROL
 CU0264  ___________________________________________________________________
 CU0264* NAD 83(1986)-  32 14 18.     (N)    100 00 54.     (W)     SCALED    
 CU0264* NAVD 88     -       704.110  (meters)    2310.07   (feet)  ADJUSTED  
 CU0264  ___________________________________________________________________
 CU0264  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 CU0264  DYNAMIC HT  -         703.172 (meters)    2306.99  (feet)  COMP
 CU0264  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 CU0264
 CU0264  VERT ORDER  -  SECOND    CLASS 0
 CU0264
 CU0264.The horizontal coordinates were scaled from a topographic map and have
 CU0264.an estimated accuracy of +/- 6 seconds.
 CU0264
 CU0264.The orthometric height was determined by differential leveling
 CU0264.and adjusted by the National Geodetic Survey in June 1991..
 CU0264
 CU0264.The geoid height was determined by GEOID03.
 CU0264
 CU0264.The dynamic height is computed by dividing the NAVD 88
 CU0264.geopotential number by the normal gravity value computed on the
 CU0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0264.degrees latitude (g = 980.6199 gals.).
 CU0264
 CU0264.The modeled gravity was interpolated from observed gravity values.
 CU0264
 CU0264;                    North         East    Units  Estimated Accuracy
 CU0264;SPC TXNC     - 2,064,420.      457,220.      MT  (+/- 180 meters Scaled)
 CU0264
 CU0264                          SUPERSEDED SURVEY CONTROL
 CU0264
 CU0264  NGVD 29 (??/??/92)  703.924  (m)         2309.46   (f) ADJ UNCH    2 0
 CU0264
 CU0264.Superseded values are not recommended for survey control.
 CU0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0264.See file dsdata.txt to determine how the superseded data were derived.
 CU0264
 CU0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA043673(NAD 83)
 CU0264_MARKER: DB = BENCH MARK DISK
 CU0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0264_SP_SET: CULVERT
 CU0264_STAMPING: L 1158 1961
 CU0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0264
 CU0264  HISTORY     - Date     Condition        Report By
 CU0264  HISTORY     - 1961     MONUMENTED       CGS
 CU0264  HISTORY     - 19940707 GOOD             USPSQD
 CU0264
 CU0264                          STATION DESCRIPTION
 CU0264
 CU0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0264'11.0 MI SW FROM VIEW.
 CU0264'11.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 277 FROM THE RAILROAD STATION
 CU0264'AT VIEW, 27 FEET NORTHWEST OF CENTERLINE OF THE HIGHWAY, 3.4 FEET EAST
 CU0264'OF THE WEST END OF A CONCRETE CULVERT, 2.9 FEET WEST OF THE EAST END
 CU0264'OF A CULVERT, 2 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 CU0264'CONCRETE CULVERT.
 CU0264
 CU0264                          STATION RECOVERY (1994)
 CU0264
 CU0264'RECOVERY NOTE BY US POWER SQUADRON 1994
 CU0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0618 ***********************************************************************
 CT0618  DESIGNATION -  L 1159
 CT0618  PID         -  CT0618
 CT0618  STATE/COUNTY-  TX/CALLAHAN
 CT0618  USGS QUAD   -  OPLIN (1987)
 CT0618
 CT0618                         *CURRENT SURVEY CONTROL
 CT0618  ___________________________________________________________________
 CT0618* NAD 83(1986)-  32 08 41.     (N)    099 36 33.     (W)     SCALED    
 CT0618* NAVD 88     -       618.648  (meters)    2029.68   (feet)  POSTED    
 CT0618  ___________________________________________________________________
 CT0618  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CT0618  DYNAMIC HT  -         617.830 (meters)    2027.00  (feet)  COMP
 CT0618  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 CT0618
 CT0618  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CT0618
 CT0618.The horizontal coordinates were scaled from a topographic map and have
 CT0618.an estimated accuracy of +/- 6 seconds.
 CT0618
 CT0618.The orthometric height was determined by differential leveling
 CT0618.and adjusted by the National Geodetic Survey in 1992..
 CT0618.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CT0618.rate of 1.1 thru 2.0 mm/km.
 CT0618
 CT0618.The geoid height was determined by GEOID03.
 CT0618
 CT0618.The dynamic height is computed by dividing the NAVD 88
 CT0618.geopotential number by the normal gravity value computed on the
 CT0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0618.degrees latitude (g = 980.6199 gals.).
 CT0618
 CT0618.The modeled gravity was interpolated from observed gravity values.
 CT0618
 CT0618;                    North         East    Units  Estimated Accuracy
 CT0618;SPC TXNC     - 2,053,570.      495,360.      MT  (+/- 180 meters Scaled)
 CT0618
 CT0618                          SUPERSEDED SURVEY CONTROL
 CT0618
 CT0618  NGVD 29 (??/??/92)  618.502  (m)         2029.20   (f) ADJ UNCH    1 2
 CT0618
 CT0618.Superseded values are not recommended for survey control.
 CT0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0618.See file dsdata.txt to determine how the superseded data were derived.
 CT0618
 CT0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA425566(NAD 83)
 CT0618_MARKER: DB = BENCH MARK DISK
 CT0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0618_STAMPING: L 1159 1961
 CT0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0618+STABILITY: SURFACE MOTION
 CT0618
 CT0618  HISTORY     - Date     Condition        Report By
 CT0618  HISTORY     - 1961     MONUMENTED       CGS
 CT0618
 CT0618                          STATION DESCRIPTION
 CT0618
 CT0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0618'8.2 MI E FROM LAWN.
 CT0618'8.2 MILES EAST ALONG FARM ROAD 604 FROM THE RAILROAD STATION AT LAWN,
 CT0618'38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 16 FEET EAST OF THE
 CT0618'CENTER OF A FARM DRIVEWAY, 6 FEET WEST OF A METAL WITNESS POST WITH
 CT0618'SIGN, 4 FEET SOUTHEAST OF POWER POLE 3576, 1 FOOT SOUTH OF A FENCE,
 CT0618'LEVEL WITH THE ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE POST FLUSH
 CT0618'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1044 ***********************************************************************
 BZ1044  DESIGNATION -  L 116
 BZ1044  PID         -  BZ1044
 BZ1044  STATE/COUNTY-  TX/BOSQUE
 BZ1044  USGS QUAD   -  IREDELL (1979)
 BZ1044
 BZ1044                         *CURRENT SURVEY CONTROL
 BZ1044  ___________________________________________________________________
 BZ1044* NAD 83(1986)-  31 59 26.     (N)    097 51 35.     (W)     SCALED    
 BZ1044* NAVD 88     -       265.632  (meters)     871.49   (feet)  ADJUSTED  
 BZ1044  ___________________________________________________________________
 BZ1044  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BZ1044  DYNAMIC HT  -         265.302 (meters)     870.41  (feet)  COMP
 BZ1044  MODELED GRAV-     979,389.5   (mgal)                       NAVD 88
 BZ1044
 BZ1044  VERT ORDER  -  SECOND    CLASS 0
 BZ1044
 BZ1044.The horizontal coordinates were scaled from a topographic map and have
 BZ1044.an estimated accuracy of +/- 6 seconds.
 BZ1044
 BZ1044.The orthometric height was determined by differential leveling
 BZ1044.and adjusted by the National Geodetic Survey in June 1991..
 BZ1044
 BZ1044.The geoid height was determined by GEOID03.
 BZ1044
 BZ1044.The dynamic height is computed by dividing the NAVD 88
 BZ1044.geopotential number by the normal gravity value computed on the
 BZ1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1044.degrees latitude (g = 980.6199 gals.).
 BZ1044
 BZ1044.The modeled gravity was interpolated from observed gravity values.
 BZ1044
 BZ1044;                    North         East    Units  Estimated Accuracy
 BZ1044;SPC TX C     - 3,260,230.      933,750.      MT  (+/- 180 meters Scaled)
 BZ1044
 BZ1044                          SUPERSEDED SURVEY CONTROL
 BZ1044
 BZ1044  NGVD 29 (??/??/92)  265.577  (m)          871.31   (f) ADJ UNCH    2 0
 BZ1044
 BZ1044.Superseded values are not recommended for survey control.
 BZ1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1044.See file dsdata.txt to determine how the superseded data were derived.
 BZ1044
 BZ1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA077399(NAD 83)
 BZ1044_MARKER: DB = BENCH MARK DISK
 BZ1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1044_STAMPING: 871.419 L 116 1933
 BZ1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1044+STABILITY: SURFACE MOTION
 BZ1044
 BZ1044  HISTORY     - Date     Condition        Report By
 BZ1044  HISTORY     - 1933     MONUMENTED       CGS
 BZ1044  HISTORY     - 1934     GOOD             NGS
 BZ1044  HISTORY     - 19990910 MARK NOT FOUND   USPSQD
 BZ1044  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ1044
 BZ1044                          STATION DESCRIPTION
 BZ1044
 BZ1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ1044'0.8 MI E FROM IREDELL.
 BZ1044'0.8 MILE EAST ALONG STATE HIGHWAY 174 FROM THE HIGHWAY INTERSECTION AT
 BZ1044'IREDELL, BOSQUE COUNTY, 0.4 MILE EAST OF THE CITY LIMITS, SOUTH OF THE
 BZ1044'MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS TRACK, EAST OF THE HIGHWAY,
 BZ1044'AND AT A FENCE CORNER AND SET IN THE TOP OF A CONCRETE POST.
 BZ1044
 BZ1044                          STATION RECOVERY (1934)
 BZ1044
 BZ1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 BZ1044'RECOVERED IN GOOD CONDITION.
 BZ1044
 BZ1044                          STATION RECOVERY (1999)
 BZ1044
 BZ1044'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ1044'MARK NOT FOUND.
 BZ1044
 BZ1044                          STATION RECOVERY (2001)
 BZ1044
 BZ1044'RECOVERY NOTE BY US POWER SQUADRON 2001 (CTA)
 BZ1044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0677 ***********************************************************************
 CT0677  DESIGNATION -  L 1160
 CT0677  PID         -  CT0677
 CT0677  STATE/COUNTY-  TX/TAYLOR
 CT0677  USGS QUAD   -  TUSCOLA (1967)
 CT0677
 CT0677                         *CURRENT SURVEY CONTROL
 CT0677  ___________________________________________________________________
 CT0677* NAD 83(1986)-  32 11 11.     (N)    099 48 17.     (W)     SCALED    
 CT0677* NAVD 88     -       608.071  (meters)    1994.98   (feet)  ADJUSTED  
 CT0677  ___________________________________________________________________
 CT0677  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CT0677  DYNAMIC HT  -         607.277 (meters)    1992.37  (feet)  COMP
 CT0677  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 CT0677
 CT0677  VERT ORDER  -  SECOND    CLASS 0
 CT0677
 CT0677.The horizontal coordinates were scaled from a topographic map and have
 CT0677.an estimated accuracy of +/- 6 seconds.
 CT0677
 CT0677.The orthometric height was determined by differential leveling
 CT0677.and adjusted by the National Geodetic Survey in June 1991..
 CT0677
 CT0677.The geoid height was determined by GEOID03.
 CT0677
 CT0677.The dynamic height is computed by dividing the NAVD 88
 CT0677.geopotential number by the normal gravity value computed on the
 CT0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0677.degrees latitude (g = 980.6199 gals.).
 CT0677
 CT0677.The modeled gravity was interpolated from observed gravity values.
 CT0677
 CT0677;                    North         East    Units  Estimated Accuracy
 CT0677;SPC TXNC     - 2,058,400.      476,970.      MT  (+/- 180 meters Scaled)
 CT0677
 CT0677                          SUPERSEDED SURVEY CONTROL
 CT0677
 CT0677  NGVD 29 (??/??/92)  607.925  (m)         1994.50   (f) ADJ UNCH    2 0
 CT0677
 CT0677.Superseded values are not recommended for survey control.
 CT0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0677.See file dsdata.txt to determine how the superseded data were derived.
 CT0677
 CT0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA241613(NAD 83)
 CT0677_MARKER: DB = BENCH MARK DISK
 CT0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0677_STAMPING: L 1160 1961
 CT0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0677+STABILITY: SURFACE MOTION
 CT0677
 CT0677  HISTORY     - Date     Condition        Report By
 CT0677  HISTORY     - 1961     MONUMENTED       CGS
 CT0677  HISTORY     - 1982     GOOD             NGS
 CT0677  HISTORY     - 19940708 MARK NOT FOUND   USPSQD
 CT0677
 CT0677                          STATION DESCRIPTION
 CT0677
 CT0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CT0677'1.0 MI N FROM OVALO.
 CT0677'1.0 MILES NORTH ALONG THE ABILENE AND SOUTHERN RAILROAD FROM THE
 CT0677'RAILROAD STATION AT OVALO, 97 FEET SOUTH OF MILESPOST 19, 39 FEET WEST
 CT0677'OF THE CENTER LINE OF U.S. HIGHWAY 83, 36 FEET EAST OF THE EAST RAIL,
 CT0677'6 FEET SOUTH OF A TELEPHONE POLE, 3 FEET BELOW THE LEVEL OF THE
 CT0677'RAILROAD, LEVEL WITH U.S. HIGHWAY 83, 3 FEET NORTH OF A METAL WITNESS
 CT0677'POST WITH SIGN, SET IN TOP OF A 12 INCH ROUND CONCRETE POST 4 FEET IN
 CT0677'THE GROUND AND PROJECTING 6 INCHES ABOVE THE GROUND.
 CT0677
 CT0677                          STATION RECOVERY (1982)
 CT0677
 CT0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CT0677'RECOVERED IN GOOD CONDITION.
 CT0677
 CT0677                          STATION RECOVERY (1994)
 CT0677
 CT0677'RECOVERY NOTE BY US POWER SQUADRON 1994
 CT0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0383 ***********************************************************************
 CR0383  DESIGNATION -  L 1161
 CR0383  PID         -  CR0383
 CR0383  STATE/COUNTY-  TX/CHEROKEE
 CR0383  USGS QUAD   -  MOUNT SELMAN (1973)
 CR0383
 CR0383                         *CURRENT SURVEY CONTROL
 CR0383  ___________________________________________________________________
 CR0383* NAD 83(1986)-  32 06 20.     (N)    095 17 39.     (W)     SCALED    
 CR0383* NAVD 88     -       170.392  (meters)     559.03   (feet)  ADJUSTED  
 CR0383  ___________________________________________________________________
 CR0383  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 CR0383  DYNAMIC HT  -         170.189 (meters)     558.36  (feet)  COMP
 CR0383  MODELED GRAV-     979,441.7   (mgal)                       NAVD 88
 CR0383
 CR0383  VERT ORDER  -  FIRST     CLASS II
 CR0383
 CR0383.The horizontal coordinates were scaled from a topographic map and have
 CR0383.an estimated accuracy of +/- 6 seconds.
 CR0383
 CR0383.The orthometric height was determined by differential leveling
 CR0383.and adjusted by the National Geodetic Survey in June 1991..
 CR0383
 CR0383.The geoid height was determined by GEOID03.
 CR0383
 CR0383.The dynamic height is computed by dividing the NAVD 88
 CR0383.geopotential number by the normal gravity value computed on the
 CR0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0383.degrees latitude (g = 980.6199 gals.).
 CR0383
 CR0383.The modeled gravity was interpolated from observed gravity values.
 CR0383
 CR0383;                    North         East    Units  Estimated Accuracy
 CR0383;SPC TX C     - 3,281,150.    1,175,490.      MT  (+/- 180 meters Scaled)
 CR0383
 CR0383                          SUPERSEDED SURVEY CONTROL
 CR0383
 CR0383  NGVD 29 (??/??/92)  170.411  (m)          559.09   (f) ADJ UNCH    1 2
 CR0383
 CR0383.Superseded values are not recommended for survey control.
 CR0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0383.See file dsdata.txt to determine how the superseded data were derived.
 CR0383
 CR0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR835544(NAD 83)
 CR0383_MARKER: DB = BENCH MARK DISK
 CR0383_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CR0383_SP_SET: 22 FT
 CR0383_STAMPING: L 1161 1959
 CR0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0383
 CR0383  HISTORY     - Date     Condition        Report By
 CR0383  HISTORY     - 1959     MONUMENTED       CGS
 CR0383  HISTORY     - 19960420 GOOD             USPSQD
 CR0383  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0383
 CR0383                          STATION DESCRIPTION
 CR0383
 CR0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0383'2.8 MI S FROM BULLARD.
 CR0383'ABOUT 2.8 MILES SOUTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 CR0383'THE POST OFFICE AT BULLARD, ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 566,
 CR0383'56 FEET WEST-NORTHWEST OF THE CENTER LINE OF A ROAD CROSSING, 46 FEET
 CR0383'NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 30 1/2 FEET SOUTHWEST
 CR0383'OF THE SOUTHWEST RAIL, 10 FEET NORTH OF A TELEPHONE POLE, ABOUT LEVEL
 CR0383'WITH THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER ROD WHICH IS
 CR0383'DRIVEN TO A DEPTH OF 22 FEET AND IS ENCASED IN A 6-INCH TILE
 CR0383'PROJECTING 6 INCHES.
 CR0383
 CR0383                          STATION RECOVERY (1996)
 CR0383
 CR0383'RECOVERY NOTE BY US POWER SQUADRON 1996
 CR0383'RECOVERED IN GOOD CONDITION.
 CR0383
 CR0383                          STATION RECOVERY (2004)
 CR0383
 CR0383'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 CR0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0313 ***********************************************************************
 CR0313  DESIGNATION -  L 1162
 CR0313  PID         -  CR0313
 CR0313  STATE/COUNTY-  TX/SMITH
 CR0313  USGS QUAD   -  LINDALE (1981)
 CR0313
 CR0313                         *CURRENT SURVEY CONTROL
 CR0313  ___________________________________________________________________
 CR0313* NAD 83(1986)-  32 34 27.     (N)    095 25 43.     (W)     SCALED    
 CR0313* NAVD 88     -       105.245  (meters)     345.29   (feet)  ADJUSTED  
 CR0313  ___________________________________________________________________
 CR0313  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CR0313  DYNAMIC HT  -         105.124 (meters)     344.89  (feet)  COMP
 CR0313  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 CR0313
 CR0313  VERT ORDER  -  FIRST     CLASS II
 CR0313
 CR0313.The horizontal coordinates were scaled from a topographic map and have
 CR0313.an estimated accuracy of +/- 6 seconds.
 CR0313
 CR0313.The orthometric height was determined by differential leveling
 CR0313.and adjusted by the National Geodetic Survey in June 1991..
 CR0313
 CR0313.The geoid height was determined by GEOID03.
 CR0313
 CR0313.The dynamic height is computed by dividing the NAVD 88
 CR0313.geopotential number by the normal gravity value computed on the
 CR0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0313.degrees latitude (g = 980.6199 gals.).
 CR0313
 CR0313.The modeled gravity was interpolated from observed gravity values.
 CR0313
 CR0313;                    North         East    Units  Estimated Accuracy
 CR0313;SPC TXNC     - 2,104,850.      888,330.      MT  (+/- 180 meters Scaled)
 CR0313
 CR0313                          SUPERSEDED SURVEY CONTROL
 CR0313
 CR0313  NGVD 29 (??/??/92)  105.275  (m)          345.39   (f) ADJ UNCH    1 2
 CR0313
 CR0313.Superseded values are not recommended for survey control.
 CR0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0313.See file dsdata.txt to determine how the superseded data were derived.
 CR0313
 CR0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS720066(NAD 83)
 CR0313_MARKER: DB = BENCH MARK DISK
 CR0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0313_SP_SET: RETAINING WALL
 CR0313_STAMPING: L 1162 1959
 CR0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0313
 CR0313  HISTORY     - Date     Condition        Report By
 CR0313  HISTORY     - 1959     MONUMENTED       CGS
 CR0313  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 CR0313
 CR0313                          STATION DESCRIPTION
 CR0313
 CR0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0313'4.4 MI N FROM LINDALE.
 CR0313'ABOUT 4.4 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 CR0313'FROM THE STATION AT LINDALE, 12.8 FEET NORTH OF MILEPOST 37, 47 1/2
 CR0313'FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP AND CENTER OF THE
 CR0313'SOUTHWEST CONCRETE RETAINING WALL OF A CATTLE GUARD UNDER A PAVED
 CR0313'ROAD, 105 FEET NORTH-NORTHWEST OF THE CENTER OF THE PAVED ROAD
 CR0313'CROSSING, 7 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD.  NOTE--
 CR0313'TREE MARK ACA IS IN THE WEST ROOT OF A 15-INCH OAK TREE WHICH IS THE
 CR0313'MOST NORTHEASTERLY ONE OF 2 TREES 131 FEET SOUTHEAST OF THIS MARK.
 CR0313
 CR0313                          STATION RECOVERY (2004)
 CR0313
 CR0313'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 CR0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0809 ***********************************************************************
 CR0809  DESIGNATION -  L 1163
 CR0809  PID         -  CR0809
 CR0809  STATE/COUNTY-  TX/WOOD
 CR0809  USGS QUAD   -  GOLDEN (1981)
 CR0809
 CR0809                         *CURRENT SURVEY CONTROL
 CR0809  ___________________________________________________________________
 CR0809* NAD 83(1986)-  32 42 06.     (N)    095 33 43.     (W)     SCALED    
 CR0809* NAVD 88     -       126.484  (meters)     414.97   (feet)  ADJUSTED  
 CR0809  ___________________________________________________________________
 CR0809  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CR0809  DYNAMIC HT  -         126.341 (meters)     414.50  (feet)  COMP
 CR0809  MODELED GRAV-     979,506.4   (mgal)                       NAVD 88
 CR0809
 CR0809  VERT ORDER  -  FIRST     CLASS II
 CR0809
 CR0809.The horizontal coordinates were scaled from a topographic map and have
 CR0809.an estimated accuracy of +/- 6 seconds.
 CR0809
 CR0809.The orthometric height was determined by differential leveling
 CR0809.and adjusted by the National Geodetic Survey in June 1991..
 CR0809
 CR0809.The geoid height was determined by GEOID03.
 CR0809
 CR0809.The dynamic height is computed by dividing the NAVD 88
 CR0809.geopotential number by the normal gravity value computed on the
 CR0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0809.degrees latitude (g = 980.6199 gals.).
 CR0809
 CR0809.The modeled gravity was interpolated from observed gravity values.
 CR0809
 CR0809;                    North         East    Units  Estimated Accuracy
 CR0809;SPC TXNC     - 2,118,620.      875,430.      MT  (+/- 180 meters Scaled)
 CR0809
 CR0809                          SUPERSEDED SURVEY CONTROL
 CR0809
 CR0809  NGVD 29 (??/??/92)  126.509  (m)          415.05   (f) ADJ UNCH    1 2
 CR0809
 CR0809.Superseded values are not recommended for survey control.
 CR0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0809.See file dsdata.txt to determine how the superseded data were derived.
 CR0809
 CR0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS598211(NAD 83)
 CR0809_MARKER: DB = BENCH MARK DISK
 CR0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0809_STAMPING: L 1163 1959
 CR0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0809+STABILITY: SURFACE MOTION
 CR0809
 CR0809  HISTORY     - Date     Condition        Report By
 CR0809  HISTORY     - 1959     MONUMENTED       CGS
 CR0809  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 CR0809
 CR0809                          STATION DESCRIPTION
 CR0809
 CR0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CR0809'2.0 MI S FROM GOLDEN.
 CR0809'ABOUT 2.0 MILES SOUTH ALONG A PAVED ROAD FROM THE JUNCTION WITH FARM
 CR0809'ROAD 779 AT GOLDEN, 61 FEET WEST OF THE CENTER LINE OF THE ROAD, IN
 CR0809'LINE WITH A ROW OF TREES, 75 FEET EAST OF THE NORTHEAST CORNER OF A
 CR0809'FARMHOUSE, 11 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 8 1/2 FEET
 CR0809'EAST OF A 3-INCH TREE, AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 CR0809'THE GROUND.
 CR0809
 CR0809                          STATION RECOVERY (1995)
 CR0809
 CR0809'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1398 ***********************************************************************
 BY1398  DESIGNATION -  L 1165
 BY1398  PID         -  BY1398
 BY1398  STATE/COUNTY-  TX/HOUSTON
 BY1398  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY1398
 BY1398                         *CURRENT SURVEY CONTROL
 BY1398  ___________________________________________________________________
 BY1398* NAD 83(1986)-  31 06 51.     (N)    095 26 25.     (W)     SCALED    
 BY1398* NAVD 88     -        90.91   (+/-2cm)     298.3    (feet)  VERTCON   
 BY1398  ___________________________________________________________________
 BY1398  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BY1398
 BY1398  VERT ORDER  -  FIRST     CLASS II (See Below)
 BY1398
 BY1398.The horizontal coordinates were scaled from a topographic map and have
 BY1398.an estimated accuracy of +/- 6 seconds.
 BY1398
 BY1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1398.The vertical order pertains to the NGVD 29 superseded value.
 BY1398
 BY1398.The geoid height was determined by GEOID03.
 BY1398
 BY1398;                    North         East    Units  Estimated Accuracy
 BY1398;SPC TX C     - 3,170,730.    1,166,550.      MT  (+/- 180 meters Scaled)
 BY1398
 BY1398                          SUPERSEDED SURVEY CONTROL
 BY1398
 BY1398  NGVD 29 (??/??/92)   90.928  (m)          298.32   (f) ADJ UNCH    1 2
 BY1398
 BY1398.Superseded values are not recommended for survey control.
 BY1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1398.See file dsdata.txt to determine how the superseded data were derived.
 BY1398
 BY1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ672448(NAD 83)
 BY1398_MARKER: DB = BENCH MARK DISK
 BY1398_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BY1398_SP_SET: 32.5 FT.
 BY1398_STAMPING: L 1165 1960
 BY1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1398
 BY1398  HISTORY     - Date     Condition        Report By
 BY1398  HISTORY     - 1960     MONUMENTED       CGS
 BY1398  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY1398
 BY1398                          STATION DESCRIPTION
 BY1398
 BY1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BY1398'0.95 MI S FROM LOVELADY.
 BY1398'ABOUT 0.95 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1398'STATION AT LOVELADY, 0.1 MILE SOUTH OF A ROAD CROSSING, 194 FEET EAST
 BY1398'OF THE EAST RAIL, 55 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 45,
 BY1398'104 FEET SOUTH OF A POWER POLE, 21 FEET NORTH OF THE CENTER LINE OF A
 BY1398'PRIVATE DRIVEWAY, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A
 BY1398'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND ON
 BY1398'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 BY1398'32 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
 BY1398
 BY1398                          STATION RECOVERY (1979)
 BY1398
 BY1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0793 ***********************************************************************
 BL0793  DESIGNATION -  L 1166
 BL0793  PID         -  BL0793
 BL0793  STATE/COUNTY-  TX/WALKER
 BL0793  USGS QUAD   -  RIVERSIDE (1997)
 BL0793
 BL0793                         *CURRENT SURVEY CONTROL
 BL0793  ___________________________________________________________________
 BL0793* NAD 83(1986)-  30 50 27.     (N)    095 23 38.     (W)     SCALED    
 BL0793* NAVD 88     -        50.072  (meters)     164.28   (feet)  ADJUSTED  
 BL0793  ___________________________________________________________________
 BL0793  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL0793  DYNAMIC HT  -          50.008 (meters)     164.07  (feet)  COMP
 BL0793  MODELED GRAV-     979,354.3   (mgal)                       NAVD 88
 BL0793  OBS GRAVITY -     979,361.5   (mgal)                       GRAV_OBS
 BL0793
 BL0793  VERT ORDER  -  FIRST     CLASS I
 BL0793
 BL0793.The horizontal coordinates were scaled from a topographic map and have
 BL0793.an estimated accuracy of +/- 6 seconds.
 BL0793
 BL0793.The orthometric height was determined by differential leveling
 BL0793.and adjusted by the National Geodetic Survey in June 1991..
 BL0793
 BL0793.The geoid height was determined by GEOID03.
 BL0793
 BL0793.The dynamic height is computed by dividing the NAVD 88
 BL0793.geopotential number by the normal gravity value computed on the
 BL0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0793.degrees latitude (g = 980.6199 gals.).
 BL0793
 BL0793.The modeled gravity was interpolated from observed gravity values.
 BL0793.The observed gravity was obtained from relative gravimeter ties
 BL0793.to the IGSN71 gravity network.
 BL0793
 BL0793;                    North         East    Units  Estimated Accuracy
 BL0793;SPC TX C     - 3,140,650.    1,172,310.      MT  (+/- 180 meters Scaled)
 BL0793
 BL0793                          SUPERSEDED SURVEY CONTROL
 BL0793
 BL0793  NGVD 29 (12/23/87)   50.083  (m)          164.31   (f) ADJUSTED    1 1
 BL0793
 BL0793.Superseded values are not recommended for survey control.
 BL0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0793.See file dsdata.txt to determine how the superseded data were derived.
 BL0793
 BL0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ710144(NAD 83)
 BL0793_MARKER: DB = BENCH MARK DISK
 BL0793_SETTING: 66 = SET IN ROCK OUTCROP
 BL0793_SP_SET: BEDROCK
 BL0793_STAMPING: L 1166 1960
 BL0793_MARK LOGO: CGS   
 BL0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BL0793+STABILITY: POSITION/ELEVATION WELL
 BL0793
 BL0793  HISTORY     - Date     Condition        Report By
 BL0793  HISTORY     - 1960     MONUMENTED       CGS
 BL0793  HISTORY     - 1973     GOOD             NGS
 BL0793  HISTORY     - 1978     GOOD             NGS
 BL0793  HISTORY     - 1979     GOOD             NGS
 BL0793  HISTORY     - 1987     GOOD             NGS
 BL0793  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0793
 BL0793                          STATION DESCRIPTION
 BL0793
 BL0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0793'0.9 MI SE FROM RIVERSIDE.
 BL0793'ABOUT 0.9 MILE SOUTHEAST ALONG FARM ROAD 980 FROM THE CROSSING OF THE
 BL0793'MISSOURI-PACIFIC RAILROAD, ABOUT 81.7 FEET NORTH OF THE CENTER LINE OF
 BL0793'THE JUNCTION OF FARM ROAD 980 AND SHOREWOOD DR., 59.2 FEET NORTHEAST
 BL0793'OF THE CENTER LINE OF FM 980, 59.6 FEET NORTHWEST OF THE CENTER LINE
 BL0793'OF SHOREWOOD DR., 11.7 FEET WEST OF A 1.8-FOOT PINE TREE, AND ABOUT 2
 BL0793'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN A ROCK OUTCROP.
 BL0793
 BL0793                          STATION RECOVERY (1978)
 BL0793
 BL0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0793'ADD=HACKBERRY TREE IS NOW FENCE CORNER POST, 57 FEET NORTHWEST
 BL0793'OF THE CENTERLINE OF SHERWOOD DRIVE, 20 FEET NORTHWEST OF NEW
 BL0793'FENCE CORNER, 12 FEET NORTHEAST OF NEW FENCE WIRE, AND 12 FEET WEST
 BL0793'OF PINE TREE AT NORTHEAST EDGE OF OUTCROP.
 BL0793
 BL0793                          STATION RECOVERY (1979)
 BL0793
 BL0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BL0793'OMIT-0.9 MI. SOUTHEAST ALONG FARM ROAD 980 FROM THE MISSOURI PACIFIC
 BL0793'RAILROAD STATION AT RIVERSIDE.  OMIT-32 FT. SOUTH OF A FENCE,
 BL0793'ADD-1.85 KM. (1.15 MI.) SOUTHEAST ALONG FARM ROAD 980 FROM THE
 BL0793'JUNCTION OF STATE HIGHWAY 19 IN RIVERSIDE, AT A PAVED ROAD LEADING
 BL0793'NORTHEAST.
 BL0793'THE MARK IS 4.6 METERS  NW FROM A WITNESS POST.
 BL0793
 BL0793                          STATION RECOVERY (1987)
 BL0793
 BL0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0793'RECOVERED IN GOOD CONDITION.
 BL0793
 BL0793                          STATION RECOVERY (1996)
 BL0793
 BL0793'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0079 ***********************************************************************
 DO0079  DESIGNATION -  L 1167
 DO0079  PID         -  DO0079
 DO0079  STATE/COUNTY-  TX/CLAY
 DO0079  USGS QUAD   -  JOY (1964)
 DO0079
 DO0079                         *CURRENT SURVEY CONTROL
 DO0079  ___________________________________________________________________
 DO0079* NAD 83(1986)-  33 33 21.     (N)    098 09 14.     (W)     SCALED    
 DO0079* NAVD 88     -       309.284  (meters)    1014.71   (feet)  ADJUSTED  
 DO0079  ___________________________________________________________________
 DO0079  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DO0079  DYNAMIC HT  -         308.937 (meters)    1013.57  (feet)  COMP
 DO0079  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 DO0079
 DO0079  VERT ORDER  -  SECOND    CLASS 0
 DO0079
 DO0079.The horizontal coordinates were scaled from a topographic map and have
 DO0079.an estimated accuracy of +/- 6 seconds.
 DO0079
 DO0079.The orthometric height was determined by differential leveling
 DO0079.and adjusted by the National Geodetic Survey in June 1991..
 DO0079
 DO0079.The geoid height was determined by GEOID03.
 DO0079
 DO0079.The dynamic height is computed by dividing the NAVD 88
 DO0079.geopotential number by the normal gravity value computed on the
 DO0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0079.degrees latitude (g = 980.6199 gals.).
 DO0079
 DO0079.The modeled gravity was interpolated from observed gravity values.
 DO0079
 DO0079;                    North         East    Units  Estimated Accuracy
 DO0079;SPC TXNC     - 2,209,550.      632,140.      MT  (+/- 180 meters Scaled)
 DO0079
 DO0079                          SUPERSEDED SURVEY CONTROL
 DO0079
 DO0079  NGVD 29 (??/??/92)  309.355  (m)         1014.94   (f) ADJ UNCH    2 0
 DO0079
 DO0079.Superseded values are not recommended for survey control.
 DO0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0079.See file dsdata.txt to determine how the superseded data were derived.
 DO0079
 DO0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC785132(NAD 83)
 DO0079_MARKER: DB = BENCH MARK DISK
 DO0079_SETTING: 66 = SET IN ROCK OUTCROP
 DO0079_SP_SET: OUTCROP
 DO0079_STAMPING: L 1167 1961
 DO0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0079+STABILITY: POSITION/ELEVATION WELL
 DO0079
 DO0079  HISTORY     - Date     Condition        Report By
 DO0079  HISTORY     - 1961     MONUMENTED       CGS
 DO0079
 DO0079                          STATION DESCRIPTION
 DO0079
 DO0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0079'0.85 MI W FROM BUFFALO SPRINGS.
 DO0079'ABOUT 0.85 MILE WEST ALONG FARM ROAD 174 FROM THE INTERSECTION OF THE
 DO0079'ROAD AND A NORTH-SOUTH GRADED DIRT ROAD AT BUFFALO SPRINGS, 54 FEET
 DO0079'SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A LARGE
 DO0079'SANDSTONE ROCK OUTCROP WHICH PROJECTS 3 FEET, 19 1/2 FEET SOUTH OF A
 DO0079'FENCE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0235 ***********************************************************************
 DO0235  DESIGNATION -  L 1168
 DO0235  PID         -  DO0235
 DO0235  STATE/COUNTY-  TX/JACK
 DO0235  USGS QUAD   -  JOHNSON LAKE (1964)
 DO0235
 DO0235                         *CURRENT SURVEY CONTROL
 DO0235  ___________________________________________________________________
 DO0235* NAD 83(1986)-  33 16 02.     (N)    098 10 27.     (W)     SCALED    
 DO0235* NAVD 88     -       288.996  (meters)     948.15   (feet)  ADJUSTED  
 DO0235  ___________________________________________________________________
 DO0235  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DO0235  DYNAMIC HT  -         288.668 (meters)     947.07  (feet)  COMP
 DO0235  MODELED GRAV-     979,493.2   (mgal)                       NAVD 88
 DO0235
 DO0235  VERT ORDER  -  SECOND    CLASS 0
 DO0235
 DO0235.The horizontal coordinates were scaled from a topographic map and have
 DO0235.an estimated accuracy of +/- 6 seconds.
 DO0235
 DO0235.The orthometric height was determined by differential leveling
 DO0235.and adjusted by the National Geodetic Survey in June 1991..
 DO0235
 DO0235.The geoid height was determined by GEOID03.
 DO0235
 DO0235.The dynamic height is computed by dividing the NAVD 88
 DO0235.geopotential number by the normal gravity value computed on the
 DO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0235.degrees latitude (g = 980.6199 gals.).
 DO0235
 DO0235.The modeled gravity was interpolated from observed gravity values.
 DO0235
 DO0235;                    North         East    Units  Estimated Accuracy
 DO0235;SPC TXNC     - 2,177,530.      630,350.      MT  (+/- 180 meters Scaled)
 DO0235
 DO0235                          SUPERSEDED SURVEY CONTROL
 DO0235
 DO0235  NGVD 29 (??/??/92)  289.087  (m)          948.45   (f) ADJ UNCH    2 0
 DO0235
 DO0235.Superseded values are not recommended for survey control.
 DO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0235.See file dsdata.txt to determine how the superseded data were derived.
 DO0235
 DO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB769812(NAD 83)
 DO0235_MARKER: DB = BENCH MARK DISK
 DO0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0235_SP_SET: CULVERT
 DO0235_STAMPING: L 1168 1961
 DO0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0235
 DO0235  HISTORY     - Date     Condition        Report By
 DO0235  HISTORY     - 1961     MONUMENTED       CGS
 DO0235  HISTORY     - 1984     GOOD             NGS
 DO0235  HISTORY     - 20010325 GOOD             USPSQD
 DO0235
 DO0235                          STATION DESCRIPTION
 DO0235
 DO0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0235'3.65 MI N FROM JACKSBORO.
 DO0235'ABOUT 0.7 MILE NORTHWEST ALONG U. S. HIGHWAY 281 AND STATE HIGHWAYS
 DO0235'199 AND 148 FROM THE COURTHOUSE AT JACKSBORO, THENCE 2.95 MILES NORTH
 DO0235'ALONG STATE HIGHWAY 148, 27 FEET WEST OF THE CENTER LINE OF THE
 DO0235'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD
 DO0235'WALL OF THE MORE SOUTHERLY OF TWO LARGE CONCRETE CULVERTS, AND ABOUT 1
 DO0235'1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 DO0235
 DO0235                          STATION RECOVERY (1984)
 DO0235
 DO0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0235'RECOVERED IN GOOD CONDITION.
 DO0235
 DO0235                          STATION RECOVERY (2001)
 DO0235
 DO0235'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWM)
 DO0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0093 ***********************************************************************
 DO0093  DESIGNATION -  L 1169
 DO0093  PID         -  DO0093
 DO0093  STATE/COUNTY-  TX/ARCHER
 DO0093  USGS QUAD   -  WINDTHORST (1962)
 DO0093
 DO0093                         *CURRENT SURVEY CONTROL
 DO0093  ___________________________________________________________________
 DO0093* NAD 83(1986)-  33 32 55.     (N)    098 26 19.     (W)     SCALED    
 DO0093* NAVD 88     -       329.683  (meters)    1081.63   (feet)  ADJUSTED  
 DO0093  ___________________________________________________________________
 DO0093  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DO0093  DYNAMIC HT  -         329.309 (meters)    1080.41  (feet)  COMP
 DO0093  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 DO0093
 DO0093  VERT ORDER  -  SECOND    CLASS 0
 DO0093
 DO0093.The horizontal coordinates were scaled from a topographic map and have
 DO0093.an estimated accuracy of +/- 6 seconds.
 DO0093
 DO0093.The orthometric height was determined by differential leveling
 DO0093.and adjusted by the National Geodetic Survey in June 1991..
 DO0093
 DO0093.The geoid height was determined by GEOID03.
 DO0093
 DO0093.The dynamic height is computed by dividing the NAVD 88
 DO0093.geopotential number by the normal gravity value computed on the
 DO0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0093.degrees latitude (g = 980.6199 gals.).
 DO0093
 DO0093.The modeled gravity was interpolated from observed gravity values.
 DO0093
 DO0093;                    North         East    Units  Estimated Accuracy
 DO0093;SPC TXNC     - 2,208,690.      605,700.      MT  (+/- 180 meters Scaled)
 DO0093
 DO0093                          SUPERSEDED SURVEY CONTROL
 DO0093
 DO0093  NGVD 29 (??/??/92)  329.610  (m)         1081.40   (f) ADJ UNCH    2 0
 DO0093
 DO0093.Superseded values are not recommended for survey control.
 DO0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0093.See file dsdata.txt to determine how the superseded data were derived.
 DO0093
 DO0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC521122(NAD 83)
 DO0093_MARKER: DB = BENCH MARK DISK
 DO0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0093_STAMPING: L 1169 1961
 DO0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0093+STABILITY: SURFACE MOTION
 DO0093
 DO0093  HISTORY     - Date     Condition        Report By
 DO0093  HISTORY     - 1961     MONUMENTED       CGS
 DO0093  HISTORY     - 20010530 GOOD             USPSQD
 DO0093
 DO0093                          STATION DESCRIPTION
 DO0093
 DO0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0093'1.95 MI S FROM WINDTHORST.
 DO0093'ABOUT 1.95 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT
 DO0093'WINDTHORST, ABOUT 300 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM A
 DO0093'FARMHOUSE, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET
 DO0093'NORTH OF THE CENTER OF A WIRE GATE, 1 1/2 FEET EAST OF A FENCE, 1.1
 DO0093'FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF THE
 DO0093'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DO0093
 DO0093                          STATION RECOVERY (2001)
 DO0093
 DO0093'RECOVERY NOTE BY US POWER SQUADRON 2001 (GF)
 DO0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0043 ***********************************************************************
 CA0043  DESIGNATION -  L 117
 CA0043  PID         -  CA0043
 CA0043  STATE/COUNTY-  TX/HAMILTON
 CA0043  USGS QUAD   -  HAMILTON WEST (1979)
 CA0043
 CA0043                         *CURRENT SURVEY CONTROL
 CA0043  ___________________________________________________________________
 CA0043* NAD 83(1986)-  31 42 09.     (N)    098 09 30.     (W)     SCALED    
 CA0043* NAVD 88     -       383.248  (meters)    1257.37   (feet)  ADJUSTED  
 CA0043  ___________________________________________________________________
 CA0043  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CA0043  DYNAMIC HT  -         382.755 (meters)    1255.76  (feet)  COMP
 CA0043  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 CA0043
 CA0043  VERT ORDER  -  SECOND    CLASS 0
 CA0043
 CA0043.The horizontal coordinates were scaled from a topographic map and have
 CA0043.an estimated accuracy of +/- 6 seconds.
 CA0043
 CA0043.The orthometric height was determined by differential leveling
 CA0043.and adjusted by the National Geodetic Survey in June 1991..
 CA0043
 CA0043.The geoid height was determined by GEOID03.
 CA0043
 CA0043.The dynamic height is computed by dividing the NAVD 88
 CA0043.geopotential number by the normal gravity value computed on the
 CA0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0043.degrees latitude (g = 980.6199 gals.).
 CA0043
 CA0043.The modeled gravity was interpolated from observed gravity values.
 CA0043
 CA0043;                    North         East    Units  Estimated Accuracy
 CA0043;SPC TX C     - 3,227,710.      906,160.      MT  (+/- 180 meters Scaled)
 CA0043
 CA0043                          SUPERSEDED SURVEY CONTROL
 CA0043
 CA0043  NGVD 29 (??/??/92)  383.172  (m)         1257.12   (f) ADJ UNCH    2 0
 CA0043
 CA0043.Superseded values are not recommended for survey control.
 CA0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0043.See file dsdata.txt to determine how the superseded data were derived.
 CA0043
 CA0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA797077(NAD 83)
 CA0043_MARKER: DB = BENCH MARK DISK
 CA0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0043_STAMPING: 1257.31 L 117 1933
 CA0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0043+STABILITY: SURFACE MOTION
 CA0043
 CA0043  HISTORY     - Date     Condition        Report By
 CA0043  HISTORY     - 1933     MONUMENTED       CGS
 CA0043  HISTORY     - 1935     GOOD             NGS
 CA0043
 CA0043                          STATION DESCRIPTION
 CA0043
 CA0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CA0043'2.0 MI W FROM HAMILTON.
 CA0043'2.0 MILES WEST ALONG THE POTTSVILLE ROAD FROM THE COURTHOUSE AT
 CA0043'HAMILTON, HAMILTON COUNTY, HALFWAY BETWEEN TWO CURVES WHICH ARE 1/4
 CA0043'MILE APART, AND 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND SET IN
 CA0043'THE TOP OF A CONCRETE POST.
 CA0043
 CA0043                          STATION RECOVERY (1935)
 CA0043
 CA0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CA0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0183 ***********************************************************************
 DO0183  DESIGNATION -  L 1170
 DO0183  PID         -  DO0183
 DO0183  STATE/COUNTY-  TX/JACK
 DO0183  USGS QUAD   -  JACKSBORO NE (1982)
 DO0183
 DO0183                         *CURRENT SURVEY CONTROL
 DO0183  ___________________________________________________________________
 DO0183* NAD 83(1986)-  33 08 09.     (N)    098 04 43.     (W)     SCALED    
 DO0183* NAVD 88     -       378.736  (meters)    1242.57   (feet)  ADJUSTED  
 DO0183  ___________________________________________________________________
 DO0183  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DO0183  DYNAMIC HT  -         378.294 (meters)    1241.12  (feet)  COMP
 DO0183  MODELED GRAV-     979,458.5   (mgal)                       NAVD 88
 DO0183
 DO0183  VERT ORDER  -  SECOND    CLASS 0
 DO0183
 DO0183.The horizontal coordinates were scaled from a topographic map and have
 DO0183.an estimated accuracy of +/- 6 seconds.
 DO0183
 DO0183.The orthometric height was determined by differential leveling
 DO0183.and adjusted by the National Geodetic Survey in June 1991..
 DO0183
 DO0183.The geoid height was determined by GEOID03.
 DO0183
 DO0183.The dynamic height is computed by dividing the NAVD 88
 DO0183.geopotential number by the normal gravity value computed on the
 DO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0183.degrees latitude (g = 980.6199 gals.).
 DO0183
 DO0183.The modeled gravity was interpolated from observed gravity values.
 DO0183
 DO0183;                    North         East    Units  Estimated Accuracy
 DO0183;SPC TXNC     - 2,163,000.      639,320.      MT  (+/- 180 meters Scaled)
 DO0183
 DO0183                          SUPERSEDED SURVEY CONTROL
 DO0183
 DO0183  NGVD 29 (??/??/92)  378.651  (m)         1242.29   (f) ADJ UNCH    2 0
 DO0183
 DO0183.Superseded values are not recommended for survey control.
 DO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0183.See file dsdata.txt to determine how the superseded data were derived.
 DO0183
 DO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB859667(NAD 83)
 DO0183_MARKER: DB = BENCH MARK DISK
 DO0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0183_SP_SET: CULVERT
 DO0183_STAMPING: L 1170 1961
 DO0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0183
 DO0183  HISTORY     - Date     Condition        Report By
 DO0183  HISTORY     - 1961     MONUMENTED       CGS
 DO0183  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0183  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 DO0183
 DO0183                          STATION DESCRIPTION
 DO0183
 DO0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0183'7.65 MI SE FROM JACKSBORO.
 DO0183'ABOUT 7.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 281 AND STATE HIGHWAY
 DO0183'199 FROM THE COURTHOUSE AT JACKSBORO, OR 7.15 MILES NORTH ALONG U. S.
 DO0183'HIGHWAY 281 FROM THE SCHOOL BUILDING AT PERRIN, 41 FEET EAST OF THE
 DO0183'CENTER LINE OF THE EAST TRAFFIC LANE OF THE HIGHWAY, 28 FEET SOUTHWEST
 DO0183'OF THE SOUTHWEST TRAFFIC LANE OF STATE HIGHWAY 199, AT THE JUNCTION OF
 DO0183'THE TWO HIGHWAYS, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 DO0183'CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER STATE HIGHWAY 199, 22
 DO0183'1/2 FEET EAST OF A POST BEARING A STOP SIGN, AND ABOUT 2 FEET BELOW
 DO0183'THE LEVEL OF THE HIGHWAYS.
 DO0183
 DO0183                          STATION RECOVERY (2001)
 DO0183
 DO0183'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0183'MARK NOT FOUND.
 DO0183
 DO0183                          STATION RECOVERY (2005)
 DO0183
 DO0183'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0358 ***********************************************************************
 CU0358  DESIGNATION -  L 1171
 CU0358  PID         -  CU0358
 CU0358  STATE/COUNTY-  TX/MITCHELL
 CU0358  USGS QUAD   -  PECAN CROSSING (1959)
 CU0358
 CU0358                         *CURRENT SURVEY CONTROL
 CU0358  ___________________________________________________________________
 CU0358* NAD 83(1986)-  32 14 50.     (N)    100 47 39.     (W)     SCALED    
 CU0358* NAVD 88     -       664.142  (meters)    2178.94   (feet)  ADJUSTED  
 CU0358  ___________________________________________________________________
 CU0358  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CU0358  DYNAMIC HT  -         663.257 (meters)    2176.04  (feet)  COMP
 CU0358  MODELED GRAV-     979,285.5   (mgal)                       NAVD 88
 CU0358
 CU0358  VERT ORDER  -  SECOND    CLASS 0
 CU0358
 CU0358.The horizontal coordinates were scaled from a topographic map and have
 CU0358.an estimated accuracy of +/- 6 seconds.
 CU0358
 CU0358.The orthometric height was determined by differential leveling
 CU0358.and adjusted by the National Geodetic Survey in June 1991..
 CU0358
 CU0358.The geoid height was determined by GEOID03.
 CU0358
 CU0358.The dynamic height is computed by dividing the NAVD 88
 CU0358.geopotential number by the normal gravity value computed on the
 CU0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0358.degrees latitude (g = 980.6199 gals.).
 CU0358
 CU0358.The modeled gravity was interpolated from observed gravity values.
 CU0358
 CU0358;                    North         East    Units  Estimated Accuracy
 CU0358;SPC TXNC     - 2,066,740.      383,820.      MT  (+/- 180 meters Scaled)
 CU0358
 CU0358                          SUPERSEDED SURVEY CONTROL
 CU0358
 CU0358  NGVD 29 (??/??/92)  663.939  (m)         2178.27   (f) ADJ UNCH    2 0
 CU0358
 CU0358.Superseded values are not recommended for survey control.
 CU0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0358.See file dsdata.txt to determine how the superseded data were derived.
 CU0358
 CU0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA309692(NAD 83)
 CU0358_MARKER: DB = BENCH MARK DISK
 CU0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0358_SP_SET: CULVERT
 CU0358_STAMPING: L 1171 1961
 CU0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0358
 CU0358  HISTORY     - Date     Condition        Report By
 CU0358  HISTORY     - 1961     MONUMENTED       CGS
 CU0358
 CU0358                          STATION DESCRIPTION
 CU0358
 CU0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0358'11.75 MI SE FROM COLORADO CITY.
 CU0358'ABOUT 1.8 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0358'STATION AT COLORADO CITY, THENCE 9.95 MILES SOUTHEAST ALONG STATE
 CU0358'HIGHWAY 208, 0.45 MILE NORTHWEST OF THE JUNCTION OF THE HIGHWAY AND A
 CU0358'DIRT ROAD LEADING NORTHEAST, 0.2 MILE SOUTHEAST OF THE CREST OF A
 CU0358'HILL, 95 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CU0358'THE TOP OF A ROCK OUTCROP, 77 1/2 FEET NORTHEAST OF THE NORTHEAST HEAD
 CU0358'WALL OF A CONCRETE CULVERT, 60 FEET SOUTHEAST OF A POWER POLE MARKED
 CU0358'BY THE LETTERS BM PAINTED IN WHITE, 24 1/2 FEET NORTHEAST OF A FENCE,
 CU0358'10 FEET NORTHWEST OF THE CENTER LINE OF A ROCKY WASH, ABOUT 2 1/2 FEET
 CU0358'BELOW THE LEVEL OF THE HIGHWAY, AND PROJECTING ABOUT 2 FEET ABOVE THE
 CU0358'NORTH SIDE OF THE WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0277 ***********************************************************************
 CB0277  DESIGNATION -  L 1172
 CB0277  PID         -  CB0277
 CB0277  STATE/COUNTY-  TX/COKE
 CB0277  USGS QUAD   -  EDITH (1987)
 CB0277
 CB0277                         *CURRENT SURVEY CONTROL
 CB0277  ___________________________________________________________________
 CB0277* NAD 83(1986)-  31 56 41.     (N)    100 31 22.     (W)     SCALED    
 CB0277* NAVD 88     -       613.021  (meters)    2011.22   (feet)  ADJUSTED  
 CB0277  ___________________________________________________________________
 CB0277  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 CB0277  DYNAMIC HT  -         612.209 (meters)    2008.56  (feet)  COMP
 CB0277  MODELED GRAV-     979,294.9   (mgal)                       NAVD 88
 CB0277
 CB0277  VERT ORDER  -  SECOND    CLASS 0
 CB0277
 CB0277.The horizontal coordinates were scaled from a topographic map and have
 CB0277.an estimated accuracy of +/- 6 seconds.
 CB0277
 CB0277.The orthometric height was determined by differential leveling
 CB0277.and adjusted by the National Geodetic Survey in June 1991..
 CB0277
 CB0277.The geoid height was determined by GEOID03.
 CB0277
 CB0277.The dynamic height is computed by dividing the NAVD 88
 CB0277.geopotential number by the normal gravity value computed on the
 CB0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0277.degrees latitude (g = 980.6199 gals.).
 CB0277
 CB0277.The modeled gravity was interpolated from observed gravity values.
 CB0277
 CB0277;                    North         East    Units  Estimated Accuracy
 CB0277;SPC TX C     - 3,252,560.      682,090.      MT  (+/- 180 meters Scaled)
 CB0277
 CB0277                          SUPERSEDED SURVEY CONTROL
 CB0277
 CB0277  NGVD 29 (??/??/92)  612.827  (m)         2010.58   (f) ADJ UNCH    2 0
 CB0277
 CB0277.Superseded values are not recommended for survey control.
 CB0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0277.See file dsdata.txt to determine how the superseded data were derived.
 CB0277
 CB0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA560353(NAD 83)
 CB0277_MARKER: DB = BENCH MARK DISK
 CB0277_SETTING: 66 = SET IN ROCK OUTCROP
 CB0277_SP_SET: ROCK OUTCROP
 CB0277_STAMPING: L 1172 1961
 CB0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0277+STABILITY: POSITION/ELEVATION WELL
 CB0277
 CB0277  HISTORY     - Date     Condition        Report By
 CB0277  HISTORY     - 1961     MONUMENTED       CGS
 CB0277
 CB0277                          STATION DESCRIPTION
 CB0277
 CB0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0277'4.4 MI NW FROM ROBERT LEE.
 CB0277'ABOUT 0.2 MILE NORTHEAST ALONG LOOP 229 FROM THE COURTHOUSE AT ROBERT
 CB0277'LEE, THENCE 4.2 MILES NORTHWEST ALONG STATE HIGHWAY 208, 0.3 MILE
 CB0277'NORTHWEST OF THE ENTRANCE TO THE BLACK GOLD ANGUS CATTLE RANCH, ON THE
 CB0277'EAST SLOPE OF A ROCKY HILL, 117 FEET SOUTHWEST OF THE CENTER LINE OF
 CB0277'THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST EDGE OF A ROCK OUTCROP
 CB0277'WHICH PROJECTS 1 FOOT AT THE HIGHEST POINT, 199 FEET NORTHWEST OF THE
 CB0277'NORTHWEST CORNER OF THE CONRETE WING WALL OF A CULVERT, 65 FEET
 CB0277'SOUTHWEST OF A FENCE, AND ABOUT 12 FEET ABOVE THE LEVEL OF THE
 CB0277'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0115 ***********************************************************************
 CU0115  DESIGNATION -  L 1173
 CU0115  PID         -  CU0115
 CU0115  STATE/COUNTY-  TX/FISHER
 CU0115  USGS QUAD   -  LONGWORTH (1969)
 CU0115
 CU0115                         *CURRENT SURVEY CONTROL
 CU0115  ___________________________________________________________________
 CU0115* NAD 83(1986)-  32 43 41.     (N)    100 22 24.     (W)     SCALED    
 CU0115* NAVD 88     -       592.290  (meters)    1943.20   (feet)  ADJUSTED  
 CU0115  ___________________________________________________________________
 CU0115  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 CU0115  DYNAMIC HT  -         591.509 (meters)    1940.64  (feet)  COMP
 CU0115  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 CU0115
 CU0115  VERT ORDER  -  SECOND    CLASS 0
 CU0115
 CU0115.The horizontal coordinates were scaled from a topographic map and have
 CU0115.an estimated accuracy of +/- 6 seconds.
 CU0115
 CU0115.The orthometric height was determined by differential leveling
 CU0115.and adjusted by the National Geodetic Survey in June 1991..
 CU0115
 CU0115.The geoid height was determined by GEOID03.
 CU0115
 CU0115.The dynamic height is computed by dividing the NAVD 88
 CU0115.geopotential number by the normal gravity value computed on the
 CU0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0115.degrees latitude (g = 980.6199 gals.).
 CU0115
 CU0115.The modeled gravity was interpolated from observed gravity values.
 CU0115
 CU0115;                    North         East    Units  Estimated Accuracy
 CU0115;SPC TXNC     - 2,119,260.      424,430.      MT  (+/- 180 meters Scaled)
 CU0115
 CU0115                          SUPERSEDED SURVEY CONTROL
 CU0115
 CU0115  NGVD 29 (??/??/92)  592.056  (m)         1942.44   (f) ADJ UNCH    2 0
 CU0115
 CU0115.Superseded values are not recommended for survey control.
 CU0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0115.See file dsdata.txt to determine how the superseded data were derived.
 CU0115
 CU0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB713219(NAD 83)
 CU0115_MARKER: DB = BENCH MARK DISK
 CU0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0115_STAMPING: L 1173 1961
 CU0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0115+STABILITY: SURFACE MOTION
 CU0115
 CU0115  HISTORY     - Date     Condition        Report By
 CU0115  HISTORY     - 1961     MONUMENTED       CGS
 CU0115
 CU0115                          STATION DESCRIPTION
 CU0115
 CU0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0115'1.2 MI S FROM ROBY.
 CU0115'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 70 FROM THE COUNTY
 CU0115'COURTHOUSE AT ROBY, 112 YARDS SOUTH OF THE SOUTHEAST CORNER OF A
 CU0115'CONCRETE HIGHWAY BRIDGE OVER COTTONWOOD CREEK, 80 FEET EAST OF THE
 CU0115'CENTER LINE OF THE HIGHWAY, 111 FEET NORTH OF THE CENTER LINE OF A
 CU0115'PRIVATE DRIVEWAY, 26 FEET EAST OF A ROW OF TELEPHONE POLES, 2 FEET
 CU0115'WEST OF A FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2
 CU0115'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 CU0115'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0129 ***********************************************************************
 DP0129  DESIGNATION -  L 1174 RESET 1970
 DP0129  PID         -  DP0129
 DP0129  STATE/COUNTY-  TX/FISHER
 DP0129  USGS QUAD   -  A B C CREEK (1969)
 DP0129
 DP0129                         *CURRENT SURVEY CONTROL
 DP0129  ___________________________________________________________________
 DP0129* NAD 83(1986)-  33 02 25.     (N)    100 33 46.     (W)     SCALED    
 DP0129* NAVD 88     -       653.09   (+/-2cm)    2142.7    (feet)  VERTCON   
 DP0129  ___________________________________________________________________
 DP0129  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DP0129
 DP0129  VERT ORDER  -  THIRD (See Below)
 DP0129
 DP0129.The horizontal coordinates were scaled from a topographic map and have
 DP0129.an estimated accuracy of +/- 6 seconds.
 DP0129
 DP0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 DP0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DP0129.The vertical order pertains to the NGVD 29 superseded value.
 DP0129
 DP0129.The geoid height was determined by GEOID03.
 DP0129
 DP0129;                    North         East    Units  Estimated Accuracy
 DP0129;SPC TXNC     - 2,154,210.      407,350.      MT  (+/- 180 meters Scaled)
 DP0129
 DP0129                          SUPERSEDED SURVEY CONTROL
 DP0129
 DP0129  NGVD 29 (01/29/03)  652.84   (m)         2141.9    (f) RESET       3  
 DP0129
 DP0129.Superseded values are not recommended for survey control.
 DP0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0129.See file dsdata.txt to determine how the superseded data were derived.
 DP0129
 DP0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB540568(NAD 83)
 DP0129_MARKER: DD = SURVEY DISK
 DP0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0129_STAMPING: L 1174 1961 RESET 1970
 DP0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0129+STABILITY: SURFACE MOTION
 DP0129
 DP0129  HISTORY     - Date     Condition        Report By
 DP0129  HISTORY     - 1970     MONUMENTED       TXHD
 DP0129  HISTORY     - 1971     GOOD             USGS
 DP0129
 DP0129                          STATION DESCRIPTION
 DP0129
 DP0129'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DP0129'15.9 MI NW FROM ROTAN.
 DP0129'ABOUT 0.1 MILE SOUTHWEST ALONG SNYDER AVE.  FROM THE MOST SOUTHERLY OF
 DP0129'A GROUP OF SCHOOL BUILDINGS AT ROTAN, THENCE 15.8 MILES NORTHWEST
 DP0129'ALONG STATE HIGHWAY 70, OR 10.5 MILES SOUTHEAST ALONG STATE HIGHWAY
 DP0129'70, FROM THE JUNCTION OF STATE HWY.  70 AND U.S. HWY 380 ABOUT 6 MILES
 DP0129'EAST OF CLAIREMONT, 75 FEET SOUTHWEST AND 74 FEET SOUTHEAST OF CENTER
 DP0129'OF HIGHWAY AT A DIRT ROAD CROSSING, 2 1/2 FEET ABOVE THE HIGHWAY, 2
 DP0129'FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DP0129'POST, FLUSH WITH THE GROUND, STAMPED L 1174 1961 RESET 1970
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0187 ***********************************************************************
 DO0187  DESIGNATION -  L 1175
 DO0187  PID         -  DO0187
 DO0187  STATE/COUNTY-  TX/JACK
 DO0187  USGS QUAD   -  PERRIN (1979)
 DO0187
 DO0187                         *CURRENT SURVEY CONTROL
 DO0187  ___________________________________________________________________
 DO0187* NAD 83(1986)-  33 05 41.     (N)    098 04 18.     (W)     SCALED    
 DO0187* NAVD 88     -       362.534  (meters)    1189.41   (feet)  ADJUSTED  
 DO0187  ___________________________________________________________________
 DO0187  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DO0187  DYNAMIC HT  -         362.106 (meters)    1188.01  (feet)  COMP
 DO0187  MODELED GRAV-     979,447.5   (mgal)                       NAVD 88
 DO0187
 DO0187  VERT ORDER  -  SECOND    CLASS 0
 DO0187
 DO0187.The horizontal coordinates were scaled from a topographic map and have
 DO0187.an estimated accuracy of +/- 6 seconds.
 DO0187
 DO0187.The orthometric height was determined by differential leveling
 DO0187.and adjusted by the National Geodetic Survey in June 1991..
 DO0187
 DO0187.The geoid height was determined by GEOID03.
 DO0187
 DO0187.The dynamic height is computed by dividing the NAVD 88
 DO0187.geopotential number by the normal gravity value computed on the
 DO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0187.degrees latitude (g = 980.6199 gals.).
 DO0187
 DO0187.The modeled gravity was interpolated from observed gravity values.
 DO0187
 DO0187;                    North         East    Units  Estimated Accuracy
 DO0187;SPC TXNC     - 2,158,440.      639,980.      MT  (+/- 180 meters Scaled)
 DO0187
 DO0187                          SUPERSEDED SURVEY CONTROL
 DO0187
 DO0187  NGVD 29 (??/??/92)  362.445  (m)         1189.12   (f) ADJ UNCH    2 0
 DO0187
 DO0187.Superseded values are not recommended for survey control.
 DO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0187.See file dsdata.txt to determine how the superseded data were derived.
 DO0187
 DO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB866621(NAD 83)
 DO0187_MARKER: DB = BENCH MARK DISK
 DO0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0187_STAMPING: L 1175 1961
 DO0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0187+STABILITY: SURFACE MOTION
 DO0187
 DO0187  HISTORY     - Date     Condition        Report By
 DO0187  HISTORY     - 1961     MONUMENTED       CGS
 DO0187  HISTORY     - 20010325 GOOD             USPSQD
 DO0187  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 DO0187
 DO0187                          STATION DESCRIPTION
 DO0187
 DO0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DO0187'4.15 MI N FROM PERRIN.
 DO0187'ABOUT 4.15 MILES NORTH ALONG U. S. HIGHWAY 281 FROM THE SCHOOL
 DO0187'BUILDING AT PERRIN, 105 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 DO0187'88 1/2 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE BELONGING TO MR.
 DO0187'FRANK LEE, 54 FEET EAST OF A FENCE, 1 1/2 FEET SOUTH OF AN EAST-WEST
 DO0187'FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DO0187'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DO0187
 DO0187                          STATION RECOVERY (2001)
 DO0187
 DO0187'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0187'RECOVERED IN GOOD CONDITION.
 DO0187
 DO0187                          STATION RECOVERY (2005)
 DO0187
 DO0187'RECOVERY NOTE BY US POWER SQUADRON 2005 (LLG)
 DO0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0441 ***********************************************************************
 CU0441  DESIGNATION -  L 1176
 CU0441  PID         -  CU0441
 CU0441  STATE/COUNTY-  TX/SCURRY
 CU0441  USGS QUAD   -  INADALE NW (1969)
 CU0441
 CU0441                         *CURRENT SURVEY CONTROL
 CU0441  ___________________________________________________________________
 CU0441* NAD 83(1986)-  32 43 28.     (N)    100 43 40.     (W)     SCALED    
 CU0441* NAVD 88     -       719.947  (meters)    2362.03   (feet)  ADJUSTED  
 CU0441  ___________________________________________________________________
 CU0441  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CU0441  DYNAMIC HT  -         718.991 (meters)    2358.89  (feet)  COMP
 CU0441  MODELED GRAV-     979,287.7   (mgal)                       NAVD 88
 CU0441
 CU0441  VERT ORDER  -  SECOND    CLASS 0
 CU0441
 CU0441.The horizontal coordinates were scaled from a topographic map and have
 CU0441.an estimated accuracy of +/- 6 seconds.
 CU0441
 CU0441.The orthometric height was determined by differential leveling
 CU0441.and adjusted by the National Geodetic Survey in June 1991..
 CU0441
 CU0441.The geoid height was determined by GEOID03.
 CU0441
 CU0441.The dynamic height is computed by dividing the NAVD 88
 CU0441.geopotential number by the normal gravity value computed on the
 CU0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0441.degrees latitude (g = 980.6199 gals.).
 CU0441
 CU0441.The modeled gravity was interpolated from observed gravity values.
 CU0441
 CU0441;                    North         East    Units  Estimated Accuracy
 CU0441;SPC TXNC     - 2,119,510.      391,200.      MT  (+/- 180 meters Scaled)
 CU0441
 CU0441                          SUPERSEDED SURVEY CONTROL
 CU0441
 CU0441  NGVD 29 (??/??/92)  719.666  (m)         2361.10   (f) ADJ UNCH    2 0
 CU0441
 CU0441.Superseded values are not recommended for survey control.
 CU0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0441.See file dsdata.txt to determine how the superseded data were derived.
 CU0441
 CU0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB380220(NAD 83)
 CU0441_MARKER: DB = BENCH MARK DISK
 CU0441_SETTING: 66 = SET IN ROCK OUTCROP
 CU0441_SP_SET: OUTCROP
 CU0441_STAMPING: L 1176 1961
 CU0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CU0441+STABILITY: POSITION/ELEVATION WELL
 CU0441
 CU0441  HISTORY     - Date     Condition        Report By
 CU0441  HISTORY     - 1961     MONUMENTED       CGS
 CU0441
 CU0441                          STATION DESCRIPTION
 CU0441
 CU0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0441'12.1 MI E FROM SNYDER.
 CU0441'ABOUT 3.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CU0441'FROM THE STATION AT SNYDER, THENCE 8.8 MILES EAST ALONG U.S. HIGHWAY
 CU0441'180, OR 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0441'HOBBS, THENCE 3.3 MILES SOUTH ALONG FARM ROAD 611, THENCE 8.95 MILES
 CU0441'WEST ALONG U. S. HIGHWAY 180, 0.15 MILE SOUTH OF A SMALL STUCCO HOUSE
 CU0441'AND A WINDMILL ON A HILL, ON THE SOUTH EDGE OF A SMALL HILL, 426 FEET
 CU0441'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK
 CU0441'OUTCROP WHICH PROJECTS 3 FEET ON THE SOUTH SIDE, 323 FEET NORTH OF A
 CU0441'FENCE, 273 FEET EAST OF A ROW OF POWER POLES ON THE WEST SIDE OF A
 CU0441'PRIVATE ROAD, AND 202 FEET EAST OF THE CENTER LINE OF THE PRIVATE
 CU0441'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0242 ***********************************************************************
 CB0242  DESIGNATION -  L 1177
 CB0242  PID         -  CB0242
 CB0242  STATE/COUNTY-  TX/COKE
 CB0242  USGS QUAD   -  GREEN MOUNTAIN (1987)
 CB0242
 CB0242                         *CURRENT SURVEY CONTROL
 CB0242  ___________________________________________________________________
 CB0242* NAD 83(1986)-  31 54 15.     (N)    100 40 14.     (W)     SCALED    
 CB0242* NAVD 88     -       653.040  (meters)    2142.52   (feet)  ADJUSTED  
 CB0242  ___________________________________________________________________
 CB0242  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 CB0242  DYNAMIC HT  -         652.160 (meters)    2139.63  (feet)  COMP
 CB0242  MODELED GRAV-     979,270.2   (mgal)                       NAVD 88
 CB0242
 CB0242  VERT ORDER  -  SECOND    CLASS 0
 CB0242
 CB0242.The horizontal coordinates were scaled from a topographic map and have
 CB0242.an estimated accuracy of +/- 6 seconds.
 CB0242
 CB0242.The orthometric height was determined by differential leveling
 CB0242.and adjusted by the National Geodetic Survey in June 1991..
 CB0242
 CB0242.The geoid height was determined by GEOID03.
 CB0242
 CB0242.The dynamic height is computed by dividing the NAVD 88
 CB0242.geopotential number by the normal gravity value computed on the
 CB0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0242.degrees latitude (g = 980.6199 gals.).
 CB0242
 CB0242.The modeled gravity was interpolated from observed gravity values.
 CB0242
 CB0242;                    North         East    Units  Estimated Accuracy
 CB0242;SPC TX C     - 3,248,100.      668,100.      MT  (+/- 180 meters Scaled)
 CB0242
 CB0242                          SUPERSEDED SURVEY CONTROL
 CB0242
 CB0242  NGVD 29 (??/??/92)  652.828  (m)         2141.82   (f) ADJ UNCH    2 0
 CB0242
 CB0242.Superseded values are not recommended for survey control.
 CB0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0242.See file dsdata.txt to determine how the superseded data were derived.
 CB0242
 CB0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA420310(NAD 83)
 CB0242_MARKER: DB = BENCH MARK DISK
 CB0242_SETTING: 80 = SET IN A BOULDER
 CB0242_SP_SET: BOULDER
 CB0242_STAMPING: L 1177 1961
 CB0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0242+STABILITY: SURFACE MOTION
 CB0242
 CB0242  HISTORY     - Date     Condition        Report By
 CB0242  HISTORY     - 1961     MONUMENTED       CGS
 CB0242
 CB0242                          STATION DESCRIPTION
 CB0242
 CB0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0242'11.8 MI W FROM ROBERT LEE.
 CB0242'ABOUT 0.25 MILE NORTH ALONG MAIN STREET FROM THE COUNTY COURTHOUSE AT
 CB0242'ROBERT LEE, THENCE 11.55 MILES WEST ALONG STATE HIGHWAY 158 AND FARM
 CB0242'ROAD 387, 114 YARDS SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.1 MILE
 CB0242'EAST OF A STEEL WINDMILL, SET IN THE TOP OF A LARGE BOULDER AT THE
 CB0242'FOOT OF THE NORTH SLOPE OF A ROCKY HILL, ABOUT 200 YARDS SOUTHEAST OF
 CB0242'THE JUNCTION OF THE HIGHWAY AND A PRIVATE ROAD LEADING NORTH TO THE
 CB0242'PARKS RANCH, 100 YARDS SOUTH OF A POWER LINE BRACE POLE FOR A POWER
 CB0242'LINE LEADING NORTH, 12 FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD,
 CB0242'ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND PROJECTING 18
 CB0242'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0260 ***********************************************************************
 CB0260  DESIGNATION -  L 1178
 CB0260  PID         -  CB0260
 CB0260  STATE/COUNTY-  TX/STERLING
 CB0260  USGS QUAD   -  STERLING CITY NW (1987)
 CB0260
 CB0260                         *CURRENT SURVEY CONTROL
 CB0260  ___________________________________________________________________
 CB0260* NAD 83(1986)-  31 54 37.     (N)    100 53 35.     (W)     SCALED    
 CB0260* NAVD 88     -       800.338  (meters)    2625.78   (feet)  ADJUSTED  
 CB0260  ___________________________________________________________________
 CB0260  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CB0260  DYNAMIC HT  -         799.238 (meters)    2622.17  (feet)  COMP
 CB0260  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 CB0260
 CB0260  VERT ORDER  -  SECOND    CLASS 0
 CB0260
 CB0260.The horizontal coordinates were scaled from a topographic map and have
 CB0260.an estimated accuracy of +/- 6 seconds.
 CB0260
 CB0260.The orthometric height was determined by differential leveling
 CB0260.and adjusted by the National Geodetic Survey in June 1991..
 CB0260
 CB0260.The geoid height was determined by GEOID03.
 CB0260
 CB0260.The dynamic height is computed by dividing the NAVD 88
 CB0260.geopotential number by the normal gravity value computed on the
 CB0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0260.degrees latitude (g = 980.6199 gals.).
 CB0260
 CB0260.The modeled gravity was interpolated from observed gravity values.
 CB0260
 CB0260;                    North         East    Units  Estimated Accuracy
 CB0260;SPC TX C     - 3,248,860.      647,060.      MT  (+/- 180 meters Scaled)
 CB0260
 CB0260                          SUPERSEDED SURVEY CONTROL
 CB0260
 CB0260  NGVD 29 (??/??/92)  800.099  (m)         2624.99   (f) ADJ UNCH    2 0
 CB0260
 CB0260.Superseded values are not recommended for survey control.
 CB0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0260.See file dsdata.txt to determine how the superseded data were derived.
 CB0260
 CB0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLA210320(NAD 83)
 CB0260_MARKER: DB = BENCH MARK DISK
 CB0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0260_STAMPING: L 1178 1961
 CB0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0260+STABILITY: SURFACE MOTION
 CB0260
 CB0260  HISTORY     - Date     Condition        Report By
 CB0260  HISTORY     - 1961     MONUMENTED       CGS
 CB0260  HISTORY     - 1972     GOOD             NGS
 CB0260
 CB0260                          STATION DESCRIPTION
 CB0260
 CB0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CB0260'9.6 MI NE FROM STERLING CITY.
 CB0260'ABOUT 0.75 MILE EAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CB0260'AT STERLING CITY, THENCE 8.85 MILES NORTHEAST ALONG STATE HIGHWAY 158
 CB0260'AND FARM ROAD 387, 49 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21
 CB0260'FEET EAST OF A POWER POLE, 2 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A
 CB0260'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF 1.5 FEET EAST OF A
 CB0260'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 CB0260'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CB0260
 CB0260                          STATION RECOVERY (1972)
 CB0260
 CB0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 CB0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0418 ***********************************************************************
 CU0418  DESIGNATION -  L 1179
 CU0418  PID         -  CU0418
 CU0418  STATE/COUNTY-  TX/FISHER
 CU0418  USGS QUAD   -  HOBBS (1969)
 CU0418
 CU0418                         *CURRENT SURVEY CONTROL
 CU0418  ___________________________________________________________________
 CU0418* NAD 83(1986)-  32 49 10.     (N)    100 32 59.     (W)     SCALED    
 CU0418* NAVD 88     -       637.385  (meters)    2091.15   (feet)  ADJUSTED  
 CU0418  ___________________________________________________________________
 CU0418  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CU0418  DYNAMIC HT  -         636.553 (meters)    2088.42  (feet)  COMP
 CU0418  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 CU0418
 CU0418  VERT ORDER  -  SECOND    CLASS 0
 CU0418
 CU0418.The horizontal coordinates were scaled from a topographic map and have
 CU0418.an estimated accuracy of +/- 6 seconds.
 CU0418
 CU0418.The orthometric height was determined by differential leveling
 CU0418.and adjusted by the National Geodetic Survey in June 1991..
 CU0418
 CU0418.The geoid height was determined by GEOID03.
 CU0418
 CU0418.The dynamic height is computed by dividing the NAVD 88
 CU0418.geopotential number by the normal gravity value computed on the
 CU0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0418.degrees latitude (g = 980.6199 gals.).
 CU0418
 CU0418.The modeled gravity was interpolated from observed gravity values.
 CU0418
 CU0418;                    North         East    Units  Estimated Accuracy
 CU0418;SPC TXNC     - 2,129,700.      408,090.      MT  (+/- 180 meters Scaled)
 CU0418
 CU0418                          SUPERSEDED SURVEY CONTROL
 CU0418
 CU0418  NGVD 29 (??/??/92)  637.130  (m)         2090.32   (f) ADJ UNCH    2 0
 CU0418
 CU0418.Superseded values are not recommended for survey control.
 CU0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0418.See file dsdata.txt to determine how the superseded data were derived.
 CU0418
 CU0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB549323(NAD 83)
 CU0418_MARKER: DB = BENCH MARK DISK
 CU0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0418_STAMPING: L 1179 1961
 CU0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0418+STABILITY: SURFACE MOTION
 CU0418
 CU0418  HISTORY     - Date     Condition        Report By
 CU0418  HISTORY     - 1961     MONUMENTED       CGS
 CU0418
 CU0418                          STATION DESCRIPTION
 CU0418
 CU0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0418'5.2 MI NE FROM HOBBS.
 CU0418'ABOUT 0.2 MILE EAST ALONG FARM ROAD 1614 FROM THE HIGH SCHOOL AT
 CU0418'HOBBS, THENCE 5.0 MILES NORTHEAST ALONG FARM ROAD 611, OR 6.4 MILES
 CU0418'WEST ALONG FARM ROAD 611 FROM THE MOST SOUTHERLY OF A GROUP OF SCHOOL
 CU0418'BUILDINGS AT ROTAN, AT A CURVE AND 180 FEET SOUTHEAST OF THE CENTER
 CU0418'LINE OF THE FARM ROAD, 80 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD
 CU0418'LEADING EAST, 21 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING
 CU0418'SOUTH, 40 FEET EAST OF AND ACROSS A DIRT ROAD FROM A ROW OF POWER
 CU0418'POLES, 1 FOOT WEST OF A FENCE, 1.7 FEET SOUTHEAST OF A METAL WITNESS
 CU0418'POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE FARM ROAD AND ABOUT
 CU0418'LEVEL WITH THE DIRT ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CU0418'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0152 ***********************************************************************
 CA0152  DESIGNATION -  L 118
 CA0152  PID         -  CA0152
 CA0152  STATE/COUNTY-  TX/LAMPASAS
 CA0152  USGS QUAD   -  LAMPASAS (1954)
 CA0152
 CA0152                         *CURRENT SURVEY CONTROL
 CA0152  ___________________________________________________________________
 CA0152* NAD 83(1986)-  31 02 10.     (N)    098 10 51.     (W)     SCALED    
 CA0152* NAVD 88     -       329.079  (meters)    1079.65   (feet)  ADJUSTED  
 CA0152  ___________________________________________________________________
 CA0152  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CA0152  DYNAMIC HT  -         328.639 (meters)    1078.21  (feet)  COMP
 CA0152  MODELED GRAV-     979,295.1   (mgal)                       NAVD 88
 CA0152
 CA0152  VERT ORDER  -  SECOND    CLASS 0
 CA0152
 CA0152.The horizontal coordinates were scaled from a topographic map and have
 CA0152.an estimated accuracy of +/- 6 seconds.
 CA0152
 CA0152.The orthometric height was determined by differential leveling
 CA0152.and adjusted by the National Geodetic Survey in June 1991..
 CA0152
 CA0152.The geoid height was determined by GEOID03.
 CA0152
 CA0152.The dynamic height is computed by dividing the NAVD 88
 CA0152.geopotential number by the normal gravity value computed on the
 CA0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0152.degrees latitude (g = 980.6199 gals.).
 CA0152
 CA0152.The modeled gravity was interpolated from observed gravity values.
 CA0152
 CA0152;                    North         East    Units  Estimated Accuracy
 CA0152;SPC TX C     - 3,153,800.      905,460.      MT  (+/- 180 meters Scaled)
 CA0152
 CA0152                          SUPERSEDED SURVEY CONTROL
 CA0152
 CA0152  NGVD 29 (??/??/92)  328.982  (m)         1079.34   (f) ADJ UNCH    2 0
 CA0152
 CA0152.Superseded values are not recommended for survey control.
 CA0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0152.See file dsdata.txt to determine how the superseded data were derived.
 CA0152
 CA0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV781338(NAD 83)
 CA0152_MARKER: DB = BENCH MARK DISK
 CA0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0152_STAMPING: L 118 1933
 CA0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0152+STABILITY: SURFACE MOTION
 CA0152
 CA0152  HISTORY     - Date     Condition        Report By
 CA0152  HISTORY     - 1933     MONUMENTED       CGS
 CA0152  HISTORY     - 1953     POOR             USGS
 CA0152  HISTORY     - 20020420 GOOD             USPSQD
 CA0152
 CA0152                          STATION DESCRIPTION
 CA0152
 CA0152'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 CA0152'2.0 MI S FROM LAMPASAS.
 CA0152'LAMPASAS, 2.0 MI. S. OF COURTHOUSE ALONG U.S. HWY. 281.  485 FT. N.,
 CA0152'160 FT. E. AND 10 FT. LOWER THAN CTR. OF T. JCT. SW.  46 FT. E. OF
 CA0152'CENTERLINE ABANDONED R.R. BED.  IN CONCRETE POST PROJECTING 0.6 FT.
 CA0152'ABOVE GROUND.  STANDARD DISK STAMPED L 118 1933.
 CA0152
 CA0152                          STATION RECOVERY (2002)
 CA0152
 CA0152'RECOVERY NOTE BY US POWER SQUADRON 2002 (CG)
 CA0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0516 ***********************************************************************
 CU0516  DESIGNATION -  L 1180
 CU0516  PID         -  CU0516
 CU0516  STATE/COUNTY-  TX/MITCHELL
 CU0516  USGS QUAD   -  IRA (1979)
 CU0516
 CU0516                         *CURRENT SURVEY CONTROL
 CU0516  ___________________________________________________________________
 CU0516* NAD 83(1986)-  32 31 41.     (N)    101 04 15.     (W)     SCALED    
 CU0516* NAVD 88     -       685.289  (meters)    2248.32   (feet)  ADJUSTED  
 CU0516  ___________________________________________________________________
 CU0516  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CU0516  DYNAMIC HT  -         684.372 (meters)    2245.31  (feet)  COMP
 CU0516  MODELED GRAV-     979,278.5   (mgal)                       NAVD 88
 CU0516
 CU0516  VERT ORDER  -  SECOND    CLASS 0
 CU0516
 CU0516.The horizontal coordinates were scaled from a topographic map and have
 CU0516.an estimated accuracy of +/- 6 seconds.
 CU0516
 CU0516.The orthometric height was determined by differential leveling
 CU0516.and adjusted by the National Geodetic Survey in June 1991..
 CU0516
 CU0516.The geoid height was determined by GEOID03.
 CU0516
 CU0516.The dynamic height is computed by dividing the NAVD 88
 CU0516.geopotential number by the normal gravity value computed on the
 CU0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0516.degrees latitude (g = 980.6199 gals.).
 CU0516
 CU0516.The modeled gravity was interpolated from observed gravity values.
 CU0516
 CU0516;                    North         East    Units  Estimated Accuracy
 CU0516;SPC TXNC     - 2,098,480.      358,520.      MT  (+/- 180 meters Scaled)
 CU0516
 CU0516                          SUPERSEDED SURVEY CONTROL
 CU0516
 CU0516  NGVD 29 (??/??/92)  685.029  (m)         2247.47   (f) ADJ UNCH    2 0
 CU0516
 CU0516.Superseded values are not recommended for survey control.
 CU0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0516.See file dsdata.txt to determine how the superseded data were derived.
 CU0516
 CU0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB055008(NAD 83)
 CU0516_MARKER: DB = BENCH MARK DISK
 CU0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0516_SP_SET: MARKER POST
 CU0516_STAMPING: L 1180 1961
 CU0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0516
 CU0516  HISTORY     - Date     Condition        Report By
 CU0516  HISTORY     - 1961     MONUMENTED       CGS
 CU0516
 CU0516                          STATION DESCRIPTION
 CU0516
 CU0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0516'5.65 MI SW FROM IRA.
 CU0516'ABOUT 5.65 MILES SOUTHWEST ALONG STATE HIGHWAY 350 FROM THE BAPTIST
 CU0516'CHURCH AT IRA, 0.1 MILE NORTHEAST OF THE JUNCTION OF THE HIGHWAY AND
 CU0516'FARM ROAD 1229, 50 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CU0516'HIGHWAY, 43 1/2 FEET EAST OF THE NORTHEAST END OF A CONCRETE HEAD WALL
 CU0516'OF A CULVERT, 1 1/2 FEET SOUTHEAST OF THE POST MARKING THE
 CU0516'MITCHELL-SCURRY COUNTY LINE, 1.5 FEET NORTHWEST OF A METAL WITNESS
 CU0516'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 CU0516'TOP OF A SQUARE CONCRETE F.A.P. HIGHWAY MARKER POST WHICH PROJECTS 1
 CU0516'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0502 ***********************************************************************
 CU0502  DESIGNATION -  L 1181
 CU0502  PID         -  CU0502
 CU0502  STATE/COUNTY-  TX/SCURRY
 CU0502  USGS QUAD   -  IRA NE (1979)
 CU0502
 CU0502                         *CURRENT SURVEY CONTROL
 CU0502  ___________________________________________________________________
 CU0502* NAD 83(1986)-  32 43 47.     (N)    101 05 02.     (W)     SCALED    
 CU0502* NAVD 88     -       748.547  (meters)    2455.86   (feet)  ADJUSTED  
 CU0502  ___________________________________________________________________
 CU0502  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 CU0502  DYNAMIC HT  -         747.564 (meters)    2452.63  (feet)  COMP
 CU0502  MODELED GRAV-     979,300.7   (mgal)                       NAVD 88
 CU0502
 CU0502  VERT ORDER  -  SECOND    CLASS 0
 CU0502
 CU0502.The horizontal coordinates were scaled from a topographic map and have
 CU0502.an estimated accuracy of +/- 6 seconds.
 CU0502
 CU0502.The orthometric height was determined by differential leveling
 CU0502.and adjusted by the National Geodetic Survey in June 1991..
 CU0502
 CU0502.The geoid height was determined by GEOID03.
 CU0502
 CU0502.The dynamic height is computed by dividing the NAVD 88
 CU0502.geopotential number by the normal gravity value computed on the
 CU0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0502.degrees latitude (g = 980.6199 gals.).
 CU0502
 CU0502.The modeled gravity was interpolated from observed gravity values.
 CU0502
 CU0502;                    North         East    Units  Estimated Accuracy
 CU0502;SPC TXNC     - 2,120,860.      357,850.      MT  (+/- 180 meters Scaled)
 CU0502
 CU0502                          SUPERSEDED SURVEY CONTROL
 CU0502
 CU0502  NGVD 29 (??/??/92)  748.231  (m)         2454.82   (f) ADJ UNCH    2 0
 CU0502
 CU0502.Superseded values are not recommended for survey control.
 CU0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0502.See file dsdata.txt to determine how the superseded data were derived.
 CU0502
 CU0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB047232(NAD 83)
 CU0502_MARKER: DB = BENCH MARK DISK
 CU0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0502_STAMPING: L 1181 1961
 CU0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0502+STABILITY: SURFACE MOTION
 CU0502
 CU0502  HISTORY     - Date     Condition        Report By
 CU0502  HISTORY     - 1961     MONUMENTED       CGS
 CU0502
 CU0502                          STATION DESCRIPTION
 CU0502
 CU0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CU0502'11.1 MI W FROM SNYDER.
 CU0502'ABOUT 1.1 MILES SOUTH ALONG U. S. HIGHWAY 84 FROM THE PANHANDLE AND
 CU0502'SANTA FE RAILWAY STATION AT SNYDER TO THE COUNTY COURTHOUSE, THENCE
 CU0502'10.0 MILES WEST ALONG U. S. HIGHWAY 180, 0.25 MILE EAST OF THE CREST
 CU0502'OF A HILL, 83 1/2 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE
 CU0502'HIGHWAY AND A GRADED DIRT ROAD LEADING NORTH, 60 FEET SOUTH OF THE
 CU0502'CENTER LINE OF THE HIGHWAY, 59 FEET WEST OF CONCRETE HIGHWAY
 CU0502'RIGHT-OF-WAY MARK NUMBER 281+38.7, 57 1/2 FEET WEST OF A CORNER FENCE
 CU0502'POST, 40 FEET WEST OF A POWER POLE, 1 1/2 FEET NORTH OF A FENCE, 1.7
 CU0502'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CU0502'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1165 ***********************************************************************
 AW1165  DESIGNATION -  L 1182
 AW1165  PID         -  AW1165
 AW1165  STATE/COUNTY-  TX/BRAZORIA
 AW1165  USGS QUAD   -  DANBURY (1974)
 AW1165
 AW1165                         *CURRENT SURVEY CONTROL
 AW1165  ___________________________________________________________________
 AW1165* NAD 83(1986)-  29 12 57.     (N)    095 21 32.     (W)     SCALED    
 AW1165* NAVD 88     -         6.36   (+/-2cm)      20.9    (feet)  VERTCON   
 AW1165  ___________________________________________________________________
 AW1165  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AW1165
 AW1165  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1165
 AW1165.The horizontal coordinates were scaled from a topographic map and have
 AW1165.an estimated accuracy of +/- 6 seconds.
 AW1165
 AW1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1165.The vertical order pertains to the NGVD 29 superseded value.
 AW1165
 AW1165.The geoid height was determined by GEOID03.
 AW1165
 AW1165;                    North         East    Units  Estimated Accuracy
 AW1165;SPC TXSC     - 4,158,730.      953,940.      MT  (+/- 180 meters Scaled)
 AW1165
 AW1165                          SUPERSEDED SURVEY CONTROL
 AW1165
 AW1165  NGVD 29 (??/??/92)    6.365  (m)           20.88   (f) ADJ UNCH    1 1
 AW1165
 AW1165.Superseded values are not recommended for survey control.
 AW1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1165.See file dsdata.txt to determine how the superseded data were derived.
 AW1165
 AW1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN706342(NAD 83)
 AW1165_MARKER: DB = BENCH MARK DISK
 AW1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1165_SP_SET: BRIDGE
 AW1165_STAMPING: L 1182 1963
 AW1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1165
 AW1165  HISTORY     - Date     Condition        Report By
 AW1165  HISTORY     - 1963     MONUMENTED       CGS
 AW1165  HISTORY     - 1973     GOOD             NGS
 AW1165  HISTORY     - 1978     GOOD             NGS
 AW1165  HISTORY     - 1987     GOOD             USPSQD
 AW1165  HISTORY     - 1987     GOOD             USPSQD
 AW1165  HISTORY     - 1990     GOOD             USPSQD
 AW1165  HISTORY     - 1991     GOOD             USPSQD
 AW1165  HISTORY     - 19970628 GOOD             USPSQD
 AW1165
 AW1165                          STATION DESCRIPTION
 AW1165
 AW1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1165'1.2 MI SW FROM DANBURY.
 AW1165'1.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1165'CROSSING OF MAIN STREET AT DANBURY, 6.05 MILES NORTHEAST OF THE
 AW1165'STATION AT ANGLETON, 0.2 MILE NORTHEAST OF MILEPOLE 326, IN THE TOP OF
 AW1165'THE WEST CONCRETE WING WALL OF A CONCRETE BRIDGE OVER FLORES BAYOU,
 AW1165'9.0 FEET EAST OF THE WEST END OF THE WING WALL, 70 FEET SOUTHEAST OF
 AW1165'THE SOUTHEAST RAIL, 13 FEET NORTHWEST OF THE CENTER LINE OF COUNTY
 AW1165'ROAD 171, ABOUT 3 FEET LOWER THAN THE TRACK, AND ABOUT 1 FOOT HIGHER
 AW1165'THAN THE ROAD.
 AW1165
 AW1165                          STATION RECOVERY (1978)
 AW1165
 AW1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1165'RECOVERED IN GOOD CONDITION.
 AW1165
 AW1165                          STATION RECOVERY (1987)
 AW1165
 AW1165'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1165'RECOVERED IN GOOD CONDITION.
 AW1165
 AW1165                          STATION RECOVERY (1987)
 AW1165
 AW1165'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1165'RECOVERED IN GOOD CONDITION.
 AW1165
 AW1165                          STATION RECOVERY (1990)
 AW1165
 AW1165'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1165'RECOVERED IN GOOD CONDITION.
 AW1165
 AW1165                          STATION RECOVERY (1991)
 AW1165
 AW1165'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1165'RECOVERED IN GOOD CONDITION.
 AW1165
 AW1165                          STATION RECOVERY (1997)
 AW1165
 AW1165'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1185 ***********************************************************************
 BL1185  DESIGNATION -  L 1183
 BL1185  PID         -  BL1185
 BL1185  STATE/COUNTY-  TX/HARRIS
 BL1185  USGS QUAD   -  SPRING (1982)
 BL1185
 BL1185                         *CURRENT SURVEY CONTROL
 BL1185  ___________________________________________________________________
 BL1185* NAD 83(1986)-  30 04 33.     (N)    095 25 58.     (W)     SCALED    
 BL1185* NAVD 88     -        38.26   (+/-2cm)     125.5    (feet)  VERTCON   
 BL1185  ___________________________________________________________________
 BL1185  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1185
 BL1185  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1185
 BL1185.The horizontal coordinates were scaled from a topographic map and have
 BL1185.an estimated accuracy of +/- 6 seconds.
 BL1185
 BL1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1185.The vertical order pertains to the NGVD 29 superseded value.
 BL1185
 BL1185.The geoid height was determined by GEOID03.
 BL1185
 BL1185;                    North         East    Units  Estimated Accuracy
 BL1185;SPC TXSC     - 4,253,780.      943,850.      MT  (+/- 180 meters Scaled)
 BL1185
 BL1185                          SUPERSEDED SURVEY CONTROL
 BL1185
 BL1185  NGVD 29 (??/??/92)   38.258  (m)          125.52   (f) ADJ UNCH    1 2
 BL1185
 BL1185.Superseded values are not recommended for survey control.
 BL1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1185.See file dsdata.txt to determine how the superseded data were derived.
 BL1185
 BL1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP655296(NAD 83)
 BL1185_MARKER: DB = BENCH MARK DISK
 BL1185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BL1185_SP_SET: CULVERT
 BL1185_STAMPING: L 1183 1963
 BL1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1185
 BL1185  HISTORY     - Date     Condition        Report By
 BL1185  HISTORY     - 1963     MONUMENTED       CGS
 BL1185  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1185  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1185
 BL1185                          STATION DESCRIPTION
 BL1185
 BL1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BL1185'1.0 MI SW FROM SPRING.
 BL1185'ABOUT 1.0 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE MISSOURI PACIFIC
 BL1185'RAILWAY STATION AT SPRING, 0.2 MILE SOUTHWEST OF THE SPRING BAPTIST
 BL1185'CHURCH, 0.2 MILE NORTHEAST OF THE INTERSTATE HIGHWAY 45 OVERPASS, 120
 BL1185'YARDS SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY AND THE ENTRANCE TO
 BL1185'SKYLINE AIRPORT, 16 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, SET
 BL1185'IN THE TOP OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT, AND ABOUT
 BL1185'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 BL1185
 BL1185                          STATION RECOVERY (1995)
 BL1185
 BL1185'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1185'MARK NOT FOUND.
 BL1185
 BL1185                          STATION RECOVERY (2004)
 BL1185
 BL1185'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0888 ***********************************************************************
 AW0888  DESIGNATION -  L 1185
 AW0888  PID         -  AW0888
 AW0888  STATE/COUNTY-  TX/HARRIS
 AW0888  USGS QUAD   -  PARK PLACE (1995)
 AW0888
 AW0888                         *CURRENT SURVEY CONTROL
 AW0888  ___________________________________________________________________
 AW0888* NAD 83(1986)-  29 43 52.     (N)    095 16 27.     (W)     SCALED    
 AW0888* NAVD 88     -         4.675  (meters)      15.34   (feet)  ADJUSTED  
 AW0888  ___________________________________________________________________
 AW0888  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW0888  DYNAMIC HT  -           4.669 (meters)      15.32  (feet)  COMP
 AW0888  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 AW0888
 AW0888  VERT ORDER  -  FIRST     CLASS II
 AW0888
 AW0888.The horizontal coordinates were scaled from a topographic map and have
 AW0888.an estimated accuracy of +/- 6 seconds.
 AW0888
 AW0888.The orthometric height was determined by differential leveling
 AW0888.and adjusted by the National Geodetic Survey in June 1991..
 AW0888
 AW0888.The geoid height was determined by GEOID03.
 AW0888
 AW0888.The dynamic height is computed by dividing the NAVD 88
 AW0888.geopotential number by the normal gravity value computed on the
 AW0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0888.degrees latitude (g = 980.6199 gals.).
 AW0888
 AW0888.The modeled gravity was interpolated from observed gravity values.
 AW0888
 AW0888;                    North         East    Units  Estimated Accuracy
 AW0888;SPC TXSC     - 4,216,070.      960,360.      MT  (+/- 180 meters Scaled)
 AW0888
 AW0888                          SUPERSEDED SURVEY CONTROL
 AW0888
 AW0888  NGVD 29 (12/23/87)    4.672  (m)           15.33   (f) ADJUSTED    1 2
 AW0888
 AW0888.Superseded values are not recommended for survey control.
 AW0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0888.See file dsdata.txt to determine how the superseded data were derived.
 AW0888
 AW0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN800911(NAD 83)
 AW0888_MARKER: DB = BENCH MARK DISK
 AW0888_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0888+WITH SETTING: PAVEMENT
 AW0888_SP_SET: PLATFORM
 AW0888_STAMPING: L 1185 1964
 AW0888_MARK LOGO: CGS   
 AW0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0888+STABILITY: SURFACE MOTION
 AW0888
 AW0888  HISTORY     - Date     Condition        Report By
 AW0888  HISTORY     - 1964     MONUMENTED       CGS
 AW0888  HISTORY     - 1973     GOOD             NGS
 AW0888  HISTORY     - 1978     GOOD             NGS
 AW0888  HISTORY     - 1986     GOOD             NGS
 AW0888  HISTORY     - 1989     GOOD             USPSQD
 AW0888  HISTORY     - 19910902 GOOD             USPSQD
 AW0888  HISTORY     - 19960615 GOOD             USPSQD
 AW0888
 AW0888                          STATION DESCRIPTION
 AW0888
 AW0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0888'1.3 MI SSE FROM HOUSTON.
 AW0888'ABOUT 1.3 MILES SOUTH-SOUTHEAST ALONG A PAVED ROAD (LOWER DOCK ROAD),
 AW0888'FROM THE PORT TERMINAL BUILDING, ON THE NORTHEAST SIDE OF THE HOUSTON
 AW0888'TURNING BASIN, 89 FEET NORTHEAST OF THE NORTHEAST RAIL OF A DOCK TRACK
 AW0888'AT WAREHOUSE 25-A, 50 FEET SOUTHEAST OF DOOR 6, SET IN THE TOP OF THE
 AW0888'EAST CORNER OF A CONCRETE LOADING PLATFORM, 1.3 FEET WEST OF THE SOUTH
 AW0888'CORNER OF CORRUGATED STEEL BUILDING, 1 FOOT ABOVE THE GROUND NEAR THE
 AW0888'PLATFORM, AND 4 FEET ABOVE THE LEVEL OF THE RAILS.
 AW0888
 AW0888                          STATION RECOVERY (1978)
 AW0888
 AW0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0888'RECOVERED IN GOOD CONDITION.
 AW0888
 AW0888                          STATION RECOVERY (1986)
 AW0888
 AW0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0888'RECOVERED IN GOOD CONDITION.
 AW0888
 AW0888                          STATION RECOVERY (1989)
 AW0888
 AW0888'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0888'RECOVERED IN GOOD CONDITION.
 AW0888
 AW0888                          STATION RECOVERY (1991)
 AW0888
 AW0888'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 AW0888'RECOVERED IN GOOD CONDITION.
 AW0888
 AW0888                          STATION RECOVERY (1996)
 AW0888
 AW0888'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0670 ***********************************************************************
 AW0670  DESIGNATION -  L 1186
 AW0670  PID         -  AW0670
 AW0670  STATE/COUNTY-  TX/GALVESTON
 AW0670  USGS QUAD   -  LAKE COMO (1994)
 AW0670
 AW0670                         *CURRENT SURVEY CONTROL
 AW0670  ___________________________________________________________________
 AW0670* NAD 83(1986)-  29 12 14.     (N)    094 57 11.     (W)     SCALED    
 AW0670* NAVD 88     -         1.20   (+/-2cm)       3.9    (feet)  VERTCON   
 AW0670  ___________________________________________________________________
 AW0670  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AW0670
 AW0670  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0670
 AW0670.The horizontal coordinates were scaled from a topographic map and have
 AW0670.an estimated accuracy of +/- 6 seconds.
 AW0670
 AW0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0670.The vertical order pertains to the NGVD 29 superseded value.
 AW0670
 AW0670.The geoid height was determined by GEOID03.
 AW0670
 AW0670;                    North         East    Units  Estimated Accuracy
 AW0670;SPC TXSC     - 4,158,700.      993,420.      MT  (+/- 180 meters Scaled)
 AW0670
 AW0670                          SUPERSEDED SURVEY CONTROL
 AW0670
 AW0670  NGVD 29 (??/??/92)    1.196  (m)            3.92   (f) ADJ UNCH    1 2
 AW0670
 AW0670.Superseded values are not recommended for survey control.
 AW0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0670.See file dsdata.txt to determine how the superseded data were derived.
 AW0670
 AW0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN101321(NAD 83)
 AW0670_MARKER: DB = BENCH MARK DISK
 AW0670_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0670_SP_SET: 48 FT.
 AW0670_STAMPING: L 1186 1964
 AW0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0670
 AW0670  HISTORY     - Date     Condition        Report By
 AW0670  HISTORY     - 1964     MONUMENTED       CGS
 AW0670  HISTORY     - 1971     GOOD             NGS
 AW0670  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0670  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0670  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW0670  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0670  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0670  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW0670  HISTORY     - 19940915 MARK NOT FOUND   USPSQD
 AW0670  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 AW0670  HISTORY     - 20041122 MARK NOT FOUND   USPSQD
 AW0670
 AW0670                          STATION DESCRIPTION
 AW0670
 AW0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0670'12.75 MI SW FROM GALVESTON.
 AW0670'ABOUT 6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY
 AW0670'CENTER AT GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE
 AW0670'0.4 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 6.0 MILES SOUTHWEST
 AW0670'ALONG STEWART ROAD, ON THE OUTSIDE OF A CURVE, ABOUT 0.1 MILE
 AW0670'SOUTHWEST OF THE ENTRANCE TO THE LAZY S RANCH, 58 FEET NORTHWEST OF
 AW0670'THE CENTER LINE OF THE ROAD, 19 1/2 FEET NORTH OF A POWER POLE BEARING
 AW0670'A TRANSFORMER, 12 FEET WEST OF A ROAD MARKER, 1 FOOT EAST OF A FENCE,
 AW0670'1.8 FEET NORTH OF A WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 AW0670'OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 AW0670'DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A 6-INCH CONCRETE TILE
 AW0670'THAT PROJECTS 8 INCHES.
 AW0670
 AW0670                          STATION RECOVERY (1971)
 AW0670
 AW0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW0670'RECOVERED IN GOOD CONDITION.
 AW0670
 AW0670                          STATION RECOVERY (1978)
 AW0670
 AW0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0670'SEARCHED FOR NOT RECOVERED.
 AW0670
 AW0670                          STATION RECOVERY (1987)
 AW0670
 AW0670'RECOVERY NOTE BY US POWER SQUADRON 1987 (DM)
 AW0670'MARK NOT FOUND.
 AW0670
 AW0670                          STATION RECOVERY (1987)
 AW0670
 AW0670'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0670'MARK NOT FOUND.
 AW0670
 AW0670                          STATION RECOVERY (1988)
 AW0670
 AW0670'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0670'MARK NOT FOUND.
 AW0670
 AW0670                          STATION RECOVERY (1988)
 AW0670
 AW0670'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW0670'MARK NOT FOUND.
 AW0670
 AW0670                          STATION RECOVERY (1988)
 AW0670
 AW0670'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW0670'MARK NOT FOUND.
 AW0670
 AW0670                          STATION RECOVERY (1994)
 AW0670
 AW0670'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0670'MARK NOT FOUND.
 AW0670
 AW0670                          STATION RECOVERY (2003)
 AW0670
 AW0670'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW0670'MARK NOT FOUND.
 AW0670
 AW0670                          STATION RECOVERY (2004)
 AW0670
 AW0670'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3857 ***********************************************************************
 AW3857  DESIGNATION -  L 1187
 AW3857  PID         -  AW3857
 AW3857  STATE/COUNTY-  TX/HARRIS
 AW3857  USGS QUAD   -  LEAGUE CITY (1995)
 AW3857
 AW3857                         *CURRENT SURVEY CONTROL
 AW3857  ___________________________________________________________________
 AW3857* NAD 83(1986)-  29 33 21.     (N)    095 05 33.     (W)     SCALED    
 AW3857* NAVD 88     -         4.621  (meters)      15.16   (feet)  READJUSTED
 AW3857  ___________________________________________________________________
 AW3857  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW3857  DYNAMIC HT  -           4.620 (meters)      15.16  (feet)  COMP
 AW3857  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 AW3857
 AW3857  VERT ORDER  -  * READJUSTED, Code E , SEE BELOW
 AW3857
 AW3857.The horizontal coordinates were scaled from a topographic map and have
 AW3857.an estimated accuracy of +/- 6 seconds.
 AW3857
 AW3857.The orthometric height was determined by differential leveling
 AW3857.and adjusted by the National Geodetic Survey in August 1995..
 AW3857.* This is a READJUSTED BENCH MARK height.  Code E indicates a
 AW3857.distribution rate of 4.1 thru 8.0 mm/km.
 AW3857.The height was derived from older observations constrained to new
 AW3857.heights in a crustal motion area.  The height is approximate in
 AW3857.relation to other heights in its vicinity.
 AW3857
 AW3857.The geoid height was determined by GEOID03.
 AW3857
 AW3857.The dynamic height is computed by dividing the NAVD 88
 AW3857.geopotential number by the normal gravity value computed on the
 AW3857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW3857.degrees latitude (g = 980.6199 gals.).
 AW3857
 AW3857.The modeled gravity was interpolated from observed gravity values.
 AW3857
 AW3857;                    North         East    Units  Estimated Accuracy
 AW3857;SPC TXSC     - 4,197,220.      978,570.      MT  (+/- 180 meters Scaled)
 AW3857
 AW3857                          SUPERSEDED SURVEY CONTROL
 AW3857
 AW3857  NGVD 29 (??/??/92)    5.013  (m)           16.45   (f) ADJ UNCH    1 2
 AW3857
 AW3857.Superseded values are not recommended for survey control.
 AW3857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3857.See file dsdata.txt to determine how the superseded data were derived.
 AW3857
 AW3857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN972713(NAD 83)
 AW3857_MARKER: DB = BENCH MARK DISK
 AW3857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3857_SP_SET: CONCRETE POST
 AW3857_STAMPING: L 1187 1964
 AW3857_MARK LOGO: CGS   
 AW3857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3857+STABILITY: SURFACE MOTION
 AW3857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW3857+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 AW3857
 AW3857  HISTORY     - Date     Condition        Report By
 AW3857  HISTORY     - 1964     MONUMENTED       CGS
 AW3857  HISTORY     - 1973     GOOD             NGS
 AW3857  HISTORY     - 1974     GOOD             LOCENG
 AW3857  HISTORY     - 1988     GOOD             USPSQD
 AW3857  HISTORY     - 1990     GOOD             USPSQD
 AW3857  HISTORY     - 19911111 GOOD             SURCON
 AW3857  HISTORY     - 19981017 GOOD             USPSQD
 AW3857  HISTORY     - 20050620 GOOD             NASA
 AW3857
 AW3857                          STATION DESCRIPTION
 AW3857
 AW3857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW3857'IN JMC.
 AW3857'AT THE LYNDON B. JOHNSON SPACECRAFT CENTER, ABOUT 150 FEET NORTH ALONG
 AW3857'SECOND STREET FROM THE JUNCTION OF AVENUE D, ALSO 0.6 MILE SOUTH ALONG
 AW3857'SECOND STREET FROM THE JUNCTION OF AVENUE B, IN THE GRASS AT THE NORTH
 AW3857'END OF THE NORTH ENTRANCE TO PARKING LOT B-6, 49.5 FEET WEST OF THE
 AW3857'CENTER LINE OF SECOND STREET, 84.0 FEET SOUTHWEST OF A STREET LIGHT
 AW3857'POLE, 19.5 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE ROAD TO THE
 AW3857'PARKING LOT, 22 FEET SOUTH-SOUTHWEST OF A TREE, 0.6 FOOT NORTHEAST OF
 AW3857'A CURB, 0.8 FOOT EAST-SOUTHEAST OF A METAL WITNESS POST, PROTECTED BY
 AW3857'A 5-INCH STEEL PIPE, IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 AW3857'THE GROUND, AND ABOUT 0.5 FOOT HIGHER THAN THE ROAD.
 AW3857
 AW3857                          STATION RECOVERY (1974)
 AW3857
 AW3857'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AW3857'RECOVERED IN GOOD CONDITION.
 AW3857
 AW3857                          STATION RECOVERY (1988)
 AW3857
 AW3857'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW3857'RECOVERED IN GOOD CONDITION.
 AW3857
 AW3857                          STATION RECOVERY (1990)
 AW3857
 AW3857'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW3857'RECOVERED IN GOOD CONDITION.
 AW3857
 AW3857                          STATION RECOVERY (1991)
 AW3857
 AW3857'RECOVERY NOTE BY SURVEYING CONSULTANTS 1991
 AW3857'RECOVERED IN GOOD CONDITION.
 AW3857
 AW3857                          STATION RECOVERY (1998)
 AW3857
 AW3857'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3857'RECOVERED IN GOOD CONDITION.
 AW3857
 AW3857                          STATION RECOVERY (2005)
 AW3857
 AW3857'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005 (JMM)
 AW3857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3525 ***********************************************************************
 AW3525  DESIGNATION -  L 1188
 AW3525  PID         -  AW3525
 AW3525  STATE/COUNTY-  TX/HARRIS
 AW3525  USGS QUAD   -  HIGHLANDS (1995)
 AW3525
 AW3525                         *CURRENT SURVEY CONTROL
 AW3525  ___________________________________________________________________
 AW3525* NAD 83(1986)-  29 45 25.     (N)    095 04 22.     (W)     SCALED    
 AW3525* NAVD 88     -         3.77   (+/-2cm)      12.4    (feet)  VERTCON   
 AW3525  ___________________________________________________________________
 AW3525  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW3525
 AW3525  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3525
 AW3525.The horizontal coordinates were scaled from a topographic map and have
 AW3525.an estimated accuracy of +/- 6 seconds.
 AW3525
 AW3525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3525.The vertical order pertains to the NGVD 29 superseded value.
 AW3525
 AW3525.The geoid height was determined by GEOID03.
 AW3525
 AW3525;                    North         East    Units  Estimated Accuracy
 AW3525;SPC TXSC     - 4,219,570.      979,730.      MT  (+/- 180 meters Scaled)
 AW3525
 AW3525                          SUPERSEDED SURVEY CONTROL
 AW3525
 AW3525  NGVD 29 (??/??/92)    3.771  (m)           12.37   (f) ADJ UNCH    1 2
 AW3525
 AW3525.Superseded values are not recommended for survey control.
 AW3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3525.See file dsdata.txt to determine how the superseded data were derived.
 AW3525
 AW3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN995936(NAD 83)
 AW3525_MARKER: DB = BENCH MARK DISK
 AW3525_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW3525_SP_SET: 40 FT.
 AW3525_STAMPING: L 1188 1964
 AW3525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW3525
 AW3525  HISTORY     - Date     Condition        Report By
 AW3525  HISTORY     - 1964     MONUMENTED       CGS
 AW3525
 AW3525                          STATION DESCRIPTION
 AW3525
 AW3525'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW3525'0.75 MI SE FROM LYNCHBURG.
 AW3525'ABOUT 0.75 MILE SOUTHEAST ALONG THE HOUSTON SHIP CHANNEL FROM THE
 AW3525'SOUTH FERRY LANDING AT LYNCHBURG, ON THE CREST OF A SMALL SANDY KNOLL,
 AW3525'ABOUT 95 YARDS SOUTHWEST OF THE HIGH WATER LINE, 174 FEET NORTH OF THE
 AW3525'CENTER LINE OF A TRACK ROAD, 49 FEET SOUTHWEST OF THE CENTER LINE OF A
 AW3525'TRACK ROAD, 2 FEET NORTHWEST OF A 4 X 4-INCH OAK POST, 2.0 FEET EAST
 AW3525'OF A METAL WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 AW3525'ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A 6-INCH
 AW3525'CONCRETE TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0526 ***********************************************************************
 AW0526  DESIGNATION -  L 1189
 AW0526  PID         -  AW0526
 AW0526  STATE/COUNTY-  TX/GALVESTON
 AW0526  USGS QUAD   -  GALVESTON (1994)
 AW0526
 AW0526                         *CURRENT SURVEY CONTROL
 AW0526  ___________________________________________________________________
 AW0526* NAD 83(1986)-  29 21 09.     (N)    094 48 29.     (W)     SCALED    
 AW0526* NAVD 88     -         6.65   (+/-2cm)      21.8    (feet)  VERTCON   
 AW0526  ___________________________________________________________________
 AW0526  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW0526
 AW0526  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW0526
 AW0526.The horizontal coordinates were scaled from a topographic map and have
 AW0526.an estimated accuracy of +/- 6 seconds.
 AW0526
 AW0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0526.The vertical order pertains to the NGVD 29 superseded value.
 AW0526
 AW0526.The geoid height was determined by GEOID03.
 AW0526
 AW0526;                    North         East    Units  Estimated Accuracy
 AW0526;SPC TXSC     - 4,175,660.    1,006,920.      MT  (+/- 180 meters Scaled)
 AW0526
 AW0526                          SUPERSEDED SURVEY CONTROL
 AW0526
 AW0526  NGVD 29 (??/??/92)    6.647  (m)           21.81   (f) ADJ UNCH    1 2
 AW0526
 AW0526.Superseded values are not recommended for survey control.
 AW0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0526.See file dsdata.txt to determine how the superseded data were derived.
 AW0526
 AW0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN244483(NAD 83)
 AW0526_MARKER: DB = BENCH MARK DISK
 AW0526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AW0526_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AW0526_STAMPING: L 1189 1964
 AW0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0526
 AW0526  HISTORY     - Date     Condition        Report By
 AW0526  HISTORY     - 1964     MONUMENTED       CGS
 AW0526  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0526  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW0526  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AW0526  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AW0526
 AW0526                          STATION DESCRIPTION
 AW0526
 AW0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AW0526'9.5 MI N FROM GALVESTON.
 AW0526'ABOUT 1.9 MILES SOUTHWEST ALONG THE GULF, COLORADO, AND SANTA FE
 AW0526'RAILWAY FROM THE UNION STATION AT GALVESTON, THENCE 1.3 MILES
 AW0526'NORTHEAST ALONG 51ST STREET, THENCE 1.35 MILES EAST ALONG A SHELL ROAD
 AW0526'LEADING TO THE TODD SHIPYARD, THENCE 0.3 MILE NORTHEAST THROUGH THE
 AW0526'SHIPYARD, THENCE 0.8 MILE NORTHEAST ALONG A DIM SHELL ROAD, THENCE 1.0
 AW0526'MILE NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 2.4 MILES WEST ALONG
 AW0526'THE NORTH SHORE OF PELICAN ISLAND, THENCE 0.45 MILE NORTHEAST ALONG A
 AW0526'NARROW NECK OF HIGH GROUND, ABOUT 0.15 MILE SOUTH OF THE HIGH WATER
 AW0526'LINE, ON THE CREST OF THE MOST WESTERLY OF 3 SMALL KNOLLS, 2.5 FEET
 AW0526'SOUTH OF A METAL WITNESS POST, A DISK ON THE TOP OF A 3-INCH IRON PIPE
 AW0526'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AW0526
 AW0526                          STATION RECOVERY (1978)
 AW0526
 AW0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0526'NOT RECOVERED THIS DATE.
 AW0526
 AW0526                          STATION RECOVERY (1999)
 AW0526
 AW0526'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0526'MARK NOT FOUND.
 AW0526
 AW0526                          STATION RECOVERY (2003)
 AW0526
 AW0526'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW0526'MARK NOT FOUND.
 AW0526
 AW0526                          STATION RECOVERY (2005)
 AW0526
 AW0526'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW0526'LOTS OF SANDY SPOIL HAS BEEN PUMPED INTO THE AREA. THIS COULD NOT BE
 AW0526'FOUND. NO WITNESS POST FOUND.
 AW0526' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0038 ***********************************************************************
 BN0038  DESIGNATION -  L 119
 BN0038  PID         -  BN0038
 BN0038  STATE/COUNTY-  TX/LLANO
 BN0038  USGS QUAD   -  KINGSLAND (1982)
 BN0038
 BN0038                         *CURRENT SURVEY CONTROL
 BN0038  ___________________________________________________________________
 BN0038* NAD 83(1986)-  30 39 28.     (N)    098 25 48.     (W)     SCALED    
 BN0038* NAVD 88     -       257.108  (meters)     843.53   (feet)  ADJUSTED  
 BN0038  ___________________________________________________________________
 BN0038  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 BN0038  DYNAMIC HT  -         256.767 (meters)     842.41  (feet)  COMP
 BN0038  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 BN0038
 BN0038  VERT ORDER  -  SECOND    CLASS 0
 BN0038
 BN0038.The horizontal coordinates were scaled from a topographic map and have
 BN0038.an estimated accuracy of +/- 6 seconds.
 BN0038
 BN0038.The orthometric height was determined by differential leveling
 BN0038.and adjusted by the National Geodetic Survey in June 1991..
 BN0038
 BN0038.The geoid height was determined by GEOID03.
 BN0038
 BN0038.The dynamic height is computed by dividing the NAVD 88
 BN0038.geopotential number by the normal gravity value computed on the
 BN0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0038.degrees latitude (g = 980.6199 gals.).
 BN0038
 BN0038.The modeled gravity was interpolated from observed gravity values.
 BN0038
 BN0038;                    North         East    Units  Estimated Accuracy
 BN0038;SPC TX C     - 3,111,430.      882,400.      MT  (+/- 180 meters Scaled)
 BN0038
 BN0038                          SUPERSEDED SURVEY CONTROL
 BN0038
 BN0038  NGVD 29 (??/??/92)  257.059  (m)          843.37   (f) ADJ UNCH    2 0
 BN0038
 BN0038.Superseded values are not recommended for survey control.
 BN0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0038.See file dsdata.txt to determine how the superseded data were derived.
 BN0038
 BN0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU546918(NAD 83)
 BN0038_MARKER: DB = BENCH MARK DISK
 BN0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0038_SP_SET: BRIDGE ABUTMENT
 BN0038_STAMPING: L 119 1933
 BN0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0038
 BN0038  HISTORY     - Date     Condition        Report By
 BN0038  HISTORY     - 1933     MONUMENTED       CGS
 BN0038
 BN0038                          STATION DESCRIPTION
 BN0038
 BN0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0038'0.5 MI SE FROM KINGSLAND.
 BN0038'0.5 MILES SOUTHEAST OF KINGSLAND ON T AND N O RAILROAD.  IN NORTHWEST
 BN0038'CORNER OF WEST ABUTMENT OF BRIDGE THAT CROSSES THE COLORADO RIVER
 BN0038'ABOUT 9 FEET NORTH OF CENTERLINE OF TRACK.  TEN INCHES FROM ADJACENT
 BN0038'EDGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0412 ***********************************************************************
 CB0412  DESIGNATION -  L 1190
 CB0412  PID         -  CB0412
 CB0412  STATE/COUNTY-  TX/UPTON
 CB0412  USGS QUAD   -  SEVENMILE CORNER (1970)
 CB0412
 CB0412                         *CURRENT SURVEY CONTROL
 CB0412  ___________________________________________________________________
 CB0412* NAD 83(1986)-  31 21 06.     (N)    101 56 30.     (W)     SCALED    
 CB0412* NAVD 88     -       818.728  (meters)    2686.11   (feet)  ADJUSTED  
 CB0412  ___________________________________________________________________
 CB0412  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CB0412  DYNAMIC HT  -         817.540 (meters)    2682.21  (feet)  COMP
 CB0412  MODELED GRAV-     979,161.7   (mgal)                       NAVD 88
 CB0412
 CB0412  VERT ORDER  -  SECOND    CLASS 0
 CB0412
 CB0412.The horizontal coordinates were scaled from a topographic map and have
 CB0412.an estimated accuracy of +/- 6 seconds.
 CB0412
 CB0412.The orthometric height was determined by differential leveling
 CB0412.and adjusted by the National Geodetic Survey in June 1991..
 CB0412
 CB0412.The geoid height was determined by GEOID03.
 CB0412
 CB0412.The dynamic height is computed by dividing the NAVD 88
 CB0412.geopotential number by the normal gravity value computed on the
 CB0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0412.degrees latitude (g = 980.6199 gals.).
 CB0412
 CB0412.The modeled gravity was interpolated from observed gravity values.
 CB0412
 CB0412;                    North         East    Units  Estimated Accuracy
 CB0412;SPC TX C     - 3,187,900.      546,980.      MT  (+/- 180 meters Scaled)
 CB0412
 CB0412                          SUPERSEDED SURVEY CONTROL
 CB0412
 CB0412  NGVD 29 (??/??/92)  818.402  (m)         2685.04   (f) ADJ UNCH    2 0
 CB0412
 CB0412.Superseded values are not recommended for survey control.
 CB0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0412.See file dsdata.txt to determine how the superseded data were derived.
 CB0412
 CB0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV201723(NAD 83)
 CB0412_MARKER: DB = BENCH MARK DISK
 CB0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0412_STAMPING: L 1190 1967
 CB0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0412+STABILITY: SURFACE MOTION
 CB0412
 CB0412  HISTORY     - Date     Condition        Report By
 CB0412  HISTORY     - 1967     MONUMENTED       CGS
 CB0412
 CB0412                          STATION DESCRIPTION
 CB0412
 CB0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CB0412'8.95 MI N FROM RANKIN.
 CB0412'ABOUT 8.95 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE ATCHISON,
 CB0412'TOPEKA AND SANTA FE RAILWAY COMPANY STATION AT RANKIN, 0.15 MILE SOUTH
 CB0412'OF AN OFFSET IN THE HIGHWAY RIGHT-OF-WAY FENCE, 56 FEET EAST OF THE
 CB0412'CENTER LINE OF THE HIGHWAY, 2 1/2 FEET WEST OF A FENCE, 2.0 FEET NORTH
 CB0412'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 CB0412'TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0124 ***********************************************************************
 CC0124  DESIGNATION -  L 1191
 CC0124  PID         -  CC0124
 CC0124  STATE/COUNTY-  TX/MIDLAND
 CC0124  USGS QUAD   -  BENGE CORNER (1968)
 CC0124
 CC0124                         *CURRENT SURVEY CONTROL
 CC0124  ___________________________________________________________________
 CC0124* NAD 83(1986)-  31 42 02.     (N)    102 00 16.     (W)     SCALED    
 CC0124* NAVD 88     -       844.134  (meters)    2769.46   (feet)  ADJUSTED  
 CC0124  ___________________________________________________________________
 CC0124  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CC0124  DYNAMIC HT  -         842.933 (meters)    2765.52  (feet)  COMP
 CC0124  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 CC0124
 CC0124  VERT ORDER  -  SECOND    CLASS 0
 CC0124
 CC0124.The horizontal coordinates were scaled from a topographic map and have
 CC0124.an estimated accuracy of +/- 6 seconds.
 CC0124
 CC0124.The orthometric height was determined by differential leveling
 CC0124.and adjusted by the National Geodetic Survey in June 1991..
 CC0124
 CC0124.The geoid height was determined by GEOID03.
 CC0124
 CC0124.The dynamic height is computed by dividing the NAVD 88
 CC0124.geopotential number by the normal gravity value computed on the
 CC0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0124.degrees latitude (g = 980.6199 gals.).
 CC0124
 CC0124.The modeled gravity was interpolated from observed gravity values.
 CC0124
 CC0124;                    North         East    Units  Estimated Accuracy
 CC0124;SPC TX C     - 3,226,660.      541,590.      MT  (+/- 180 meters Scaled)
 CC0124
 CC0124                          SUPERSEDED SURVEY CONTROL
 CC0124
 CC0124  NGVD 29 (??/??/92)  843.785  (m)         2768.32   (f) ADJ UNCH    2 0
 CC0124
 CC0124.Superseded values are not recommended for survey control.
 CC0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0124.See file dsdata.txt to determine how the superseded data were derived.
 CC0124
 CC0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR839111(NAD 83)
 CC0124_MARKER: DB = BENCH MARK DISK
 CC0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CC0124_SP_SET: WELL CASING
 CC0124_STAMPING: L 1191 1967
 CC0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0124
 CC0124  HISTORY     - Date     Condition        Report By
 CC0124  HISTORY     - 1967     MONUMENTED       CGS
 CC0124  HISTORY     - 20010217 GOOD             USPSQD
 CC0124
 CC0124                          STATION DESCRIPTION
 CC0124
 CC0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CC0124'20.7 MI S FROM MIDLAND.
 CC0124'ABOUT 0.15 MILE SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM
 CC0124'THE STATION AT MIDLAND, THENCE 20.55 MILES SOUTH ALONG STATE HIGHWAY
 CC0124'349, AT THE JUNCTION OF THE HIGHWAY AND A PAVED ROAD WHICH LEADS EAST,
 CC0124'189 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 349, 206 FEET NORTH
 CC0124'OF THE CENTER LINE OF THE PAVED ROAD, SET IN THE TOP OF A CONCRETE
 CC0124'FILLED 10-INCH WELL CASING THAT IS SURROUNDED BY A CONCRETE PLATFORM,
 CC0124'25 1/2 FEET WEST OF A POWER POLE, IN LIN WITH A ROW OF POLES, 23 FEET
 CC0124'WEST OF A FENCE CORNER POST, 4.0 FEET SOUTHWEST OF A METAL WITNESS
 CC0124'POST, 1 INCH ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE
 CC0124'PAVED ROAD.
 CC0124
 CC0124                          STATION RECOVERY (2001)
 CC0124
 CC0124'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0637 ***********************************************************************
 AN0637  DESIGNATION -  L 1192
 AN0637  PID         -  AN0637
 AN0637  STATE/COUNTY-  TX/VICTORIA
 AN0637  USGS QUAD   -  LA SALLE (1995)
 AN0637
 AN0637                         *CURRENT SURVEY CONTROL
 AN0637  ___________________________________________________________________
 AN0637* NAD 83(1986)-  28 49 43.     (N)    096 44 31.     (W)     SCALED    
 AN0637* NAVD 88     -         6.01   (+/-2cm)      19.7    (feet)  VERTCON   
 AN0637  ___________________________________________________________________
 AN0637  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0637
 AN0637  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0637
 AN0637.The horizontal coordinates were scaled from a topographic map and have
 AN0637.an estimated accuracy of +/- 6 seconds.
 AN0637
 AN0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0637.The vertical order pertains to the NGVD 29 superseded value.
 AN0637
 AN0637.The geoid height was determined by GEOID03.
 AN0637
 AN0637;                    North         East    Units  Estimated Accuracy
 AN0637;SPC TXSC     - 4,112,430.      820,350.      MT  (+/- 180 meters Scaled)
 AN0637
 AN0637                          SUPERSEDED SURVEY CONTROL
 AN0637
 AN0637  NGVD 29 (??/??/92)    6.111  (m)           20.05   (f) ADJ UNCH    2 0
 AN0637
 AN0637.Superseded values are not recommended for survey control.
 AN0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0637.See file dsdata.txt to determine how the superseded data were derived.
 AN0637
 AN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS203910(NAD 83)
 AN0637_MARKER: DB = BENCH MARK DISK
 AN0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0637_SP_SET: 22 FEET
 AN0637_STAMPING: L 1192 1972
 AN0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0637
 AN0637  HISTORY     - Date     Condition        Report By
 AN0637  HISTORY     - 1972     MONUMENTED       NGS
 AN0637  HISTORY     - 19910428 GOOD             USPSQD
 AN0637
 AN0637                          STATION DESCRIPTION
 AN0637
 AN0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0637'6.4 MI SE FROM INEZ.
 AN0637'ABOUT 6.4 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO. 444 FROM THE
 AN0637'CROSSING OF THE SOUTHERN PACIFIC RAILROAD AT INEZ, AT THE JUNCTION OF
 AN0637'KEERAN ROAD LEADING SOUTHEAST, 383 FEET SOUTHWEST OF THE WEST CORNER
 AN0637'OF THE FR 444 ROAD BRIDGE OVER GARCITAS CREEK, 63 1/2 FEET NORTHWEST
 AN0637'OF THE CENTER LINE OF FR 444, 23 FEET NORTHEAST OF THE EXTENDED CENTER
 AN0637'LINE OF KEERAN ROAD, 78 1/2 FEET SOUTHWEST OF A POWER LINE POLE, 0.4
 AN0637'FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 1.1 FEET NORTHEAST OF A
 AN0637'METAL WITNESS POST, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 AN0637'ROD THAT IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH
 AN0637'PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND. THE ROD WAS
 AN0637'DRIVEN TO REFUSAL AT A DEPTH OF 22 FEET.
 AN0637
 AN0637                          STATION RECOVERY (1991)
 AN0637
 AN0637'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0881 ***********************************************************************
 AX0881  DESIGNATION -  L 1193
 AX0881  PID         -  AX0881
 AX0881  STATE/COUNTY-  TX/JACKSON
 AX0881  USGS QUAD   -  GANADO (1981)
 AX0881
 AX0881                         *CURRENT SURVEY CONTROL
 AX0881  ___________________________________________________________________
 AX0881* NAD 83(1986)-  29 04 06.     (N)    096 33 01.     (W)     SCALED    
 AX0881* NAVD 88     -        22.22   (+/-2cm)      72.9    (feet)  VERTCON   
 AX0881  ___________________________________________________________________
 AX0881  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0881
 AX0881  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0881
 AX0881.The horizontal coordinates were scaled from a topographic map and have
 AX0881.an estimated accuracy of +/- 6 seconds.
 AX0881
 AX0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0881.The vertical order pertains to the NGVD 29 superseded value.
 AX0881
 AX0881.The geoid height was determined by GEOID03.
 AX0881
 AX0881;                    North         East    Units  Estimated Accuracy
 AX0881;SPC TXSC     - 4,139,370.      838,490.      MT  (+/- 180 meters Scaled)
 AX0881
 AX0881                          SUPERSEDED SURVEY CONTROL
 AX0881
 AX0881  NGVD 29 (??/??/92)   22.225  (m)           72.92   (f) ADJ UNCH    2 0
 AX0881
 AX0881.Superseded values are not recommended for survey control.
 AX0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0881.See file dsdata.txt to determine how the superseded data were derived.
 AX0881
 AX0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT384180(NAD 83)
 AX0881_MARKER: DB = BENCH MARK DISK
 AX0881_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0881+WITH SETTING: INTO GROUND
 AX0881_STAMPING: L 1193 1972
 AX0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0881+STABILITY: SURFACE MOTION
 AX0881
 AX0881  HISTORY     - Date     Condition        Report By
 AX0881  HISTORY     - 1972     MONUMENTED       NGS
 AX0881  HISTORY     - 19980725 GOOD             USPSQD
 AX0881
 AX0881                          STATION DESCRIPTION
 AX0881
 AX0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0881'3.6 MI NW FROM GANADO.
 AX0881'ABOUT 1.9 MILES NORTH ALONG FARM-TO-MARKET ROAD 710 FROM THE
 AX0881'INTERSECTION OF U.S. HIGHWAY 59 AT GANADO, THENCE 1.7 MILES WEST ALONG
 AX0881'MATUS ROAD (A GRAVELED ROAD), AT THE INTERSECTION OF A NORTH-SOUTH
 AX0881'ROAD (CORDELE ROAD), 91 FEET EAST OF THE CENTER LINE OF THE
 AX0881'NORTH-SOUTH ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 AX0881'ROAD, 14.3 FEET EAST OF THE EAST GATE POST IN A GATE, 1 FOOT NORTH OF
 AX0881'A FENCE, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AX0881'ROAD, AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT IS
 AX0881'ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE SURFACE OF
 AX0881'THE GROUND AND IS PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 2
 AX0881'INCHES.
 AX0881
 AX0881                          STATION RECOVERY (1998)
 AX0881
 AX0881'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0716 ***********************************************************************
 AN0716  DESIGNATION -  L 1194
 AN0716  PID         -  AN0716
 AN0716  STATE/COUNTY-  TX/JACKSON
 AN0716  USGS QUAD   -  EDNA (1995)
 AN0716
 AN0716                         *CURRENT SURVEY CONTROL
 AN0716  ___________________________________________________________________
 AN0716* NAD 83(1986)-  28 58 19.     (N)    096 39 31.     (W)     SCALED    
 AN0716* NAVD 88     -        20.41   (+/-2cm)      67.0    (feet)  VERTCON   
 AN0716  ___________________________________________________________________
 AN0716  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0716
 AN0716  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0716
 AN0716.The horizontal coordinates were scaled from a topographic map and have
 AN0716.an estimated accuracy of +/- 6 seconds.
 AN0716
 AN0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0716.The vertical order pertains to the NGVD 29 superseded value.
 AN0716
 AN0716.The geoid height was determined by GEOID03.
 AN0716
 AN0716;                    North         East    Units  Estimated Accuracy
 AN0716;SPC TXSC     - 4,128,470.      828,160.      MT  (+/- 180 meters Scaled)
 AN0716
 AN0716                          SUPERSEDED SURVEY CONTROL
 AN0716
 AN0716  NGVD 29 (??/??/92)   20.425  (m)           67.01   (f) ADJ UNCH    2 0
 AN0716
 AN0716.Superseded values are not recommended for survey control.
 AN0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0716.See file dsdata.txt to determine how the superseded data were derived.
 AN0716
 AN0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT281071(NAD 83)
 AN0716_MARKER: DB = BENCH MARK DISK
 AN0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0716_SP_SET: CULVERT
 AN0716_STAMPING: L 1194 1972
 AN0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0716
 AN0716  HISTORY     - Date     Condition        Report By
 AN0716  HISTORY     - 1972     MONUMENTED       NGS
 AN0716
 AN0716                          STATION DESCRIPTION
 AN0716
 AN0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0716'0.95 MI SW FROM EDNA.
 AN0716'ABOUT 0.9 MILE SOUTHWEST ALONG U. S. HIGHWAY 59 FROM THE COURTHOUSE AT
 AN0716'EDNA, THENCE 0.05 MILE SOUTHEAST ALONG FARM ROAD NO. 1822, 411.0 FEET
 AN0716'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 64.7 FEET NORTHWEST OF
 AN0716'THE NORTHWEST RAIL OF THE MAIN TRACK OF THE SOUTHERN PACIFIC RAILROAD,
 AN0716'23.5 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, SET ON THE
 AN0716'TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEADWALL FOR A
 AN0716'4-BY-11-FOOT BOX TYPE CULVERT UNDER THE ROAD AND 2 FEET BELOW THE
 AN0716'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0695 ***********************************************************************
 AN0695  DESIGNATION -  L 1195
 AN0695  PID         -  AN0695
 AN0695  STATE/COUNTY-  TX/VICTORIA
 AN0695  USGS QUAD   -  LA SALLE (1995)
 AN0695
 AN0695                         *CURRENT SURVEY CONTROL
 AN0695  ___________________________________________________________________
 AN0695* NAD 83(1986)-  28 50 55.     (N)    096 43 01.     (W)     SCALED    
 AN0695* NAVD 88     -        13.38   (+/-2cm)      43.9    (feet)  VERTCON   
 AN0695  ___________________________________________________________________
 AN0695  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN0695
 AN0695  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0695
 AN0695.The horizontal coordinates were scaled from a topographic map and have
 AN0695.an estimated accuracy of +/- 6 seconds.
 AN0695
 AN0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0695.The vertical order pertains to the NGVD 29 superseded value.
 AN0695
 AN0695.The geoid height was determined by GEOID03.
 AN0695
 AN0695;                    North         East    Units  Estimated Accuracy
 AN0695;SPC TXSC     - 4,114,700.      822,750.      MT  (+/- 180 meters Scaled)
 AN0695
 AN0695                          SUPERSEDED SURVEY CONTROL
 AN0695
 AN0695  NGVD 29 (??/??/92)   13.479  (m)           44.22   (f) ADJ UNCH    2 0
 AN0695
 AN0695.Superseded values are not recommended for survey control.
 AN0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0695.See file dsdata.txt to determine how the superseded data were derived.
 AN0695
 AN0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS227933(NAD 83)
 AN0695_MARKER: DB = BENCH MARK DISK
 AN0695_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0695+WITH SETTING: INTO GROUND
 AN0695_STAMPING: L 1195 1972
 AN0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0695+STABILITY: SURFACE MOTION
 AN0695
 AN0695  HISTORY     - Date     Condition        Report By
 AN0695  HISTORY     - 1972     MONUMENTED       NGS
 AN0695
 AN0695                          STATION DESCRIPTION
 AN0695
 AN0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0695'5.65 MI NW FROM LA SALLE.
 AN0695'ABOUT 5.65 MILES NORTHWEST ALONG THE LA SALLE-INEZ ROAD FROM THE POST
 AN0695'OFFICE AT LA SALLE, 0.2 MILE SOUTHWEST OF A SHARP CURVE IN THE ROAD,
 AN0695'119 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A POWER LINE POLE, 20
 AN0695'1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF
 AN0695'A CORNER FENCE POST, 1.4 FEET NORTHWEST OF A FENCE LINE, 0.7 FOOT
 AN0695'NORTHEAST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE
 AN0695'ROAD, AND ON THE TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS
 AN0695'ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE GROUND AND
 AN0695'ENCASED IN A 6 INCH METAL PIPE THAT IS LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0554 ***********************************************************************
 AN0554  DESIGNATION -  L 1196
 AN0554  PID         -  AN0554
 AN0554  STATE/COUNTY-  TX/JACKSON
 AN0554  USGS QUAD   -  MANSON (1995)
 AN0554
 AN0554                         *CURRENT SURVEY CONTROL
 AN0554  ___________________________________________________________________
 AN0554* NAD 83(1986)-  28 53 55.     (N)    096 35 25.     (W)     SCALED    
 AN0554* NAVD 88     -        14.317  (meters)      46.97   (feet)  ADJUSTED  
 AN0554  ___________________________________________________________________
 AN0554  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0554  DYNAMIC HT  -          14.296 (meters)      46.90  (feet)  COMP
 AN0554  MODELED GRAV-     979,211.3   (mgal)                       NAVD 88
 AN0554
 AN0554  VERT ORDER  -  FIRST     CLASS I
 AN0554
 AN0554.The horizontal coordinates were scaled from a topographic map and have
 AN0554.an estimated accuracy of +/- 6 seconds.
 AN0554
 AN0554.The orthometric height was determined by differential leveling
 AN0554.and adjusted by the National Geodetic Survey in June 1991..
 AN0554
 AN0554.The geoid height was determined by GEOID03.
 AN0554
 AN0554.The dynamic height is computed by dividing the NAVD 88
 AN0554.geopotential number by the normal gravity value computed on the
 AN0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0554.degrees latitude (g = 980.6199 gals.).
 AN0554
 AN0554.The modeled gravity was interpolated from observed gravity values.
 AN0554
 AN0554;                    North         East    Units  Estimated Accuracy
 AN0554;SPC TXSC     - 4,120,480.      834,990.      MT  (+/- 180 meters Scaled)
 AN0554
 AN0554                          SUPERSEDED SURVEY CONTROL
 AN0554
 AN0554  NGVD 29 (??/??/92)   14.332  (m)           47.02   (f) ADJ UNCH    1 1
 AN0554
 AN0554.Superseded values are not recommended for survey control.
 AN0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0554.See file dsdata.txt to determine how the superseded data were derived.
 AN0554
 AN0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS349991(NAD 83)
 AN0554_MARKER: DB = BENCH MARK DISK
 AN0554_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AN0554_SP_SET: 31 1/2 FEET
 AN0554_STAMPING: L 1196 1972
 AN0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0554
 AN0554  HISTORY     - Date     Condition        Report By
 AN0554  HISTORY     - 1972     MONUMENTED       NGS
 AN0554
 AN0554                          STATION DESCRIPTION
 AN0554
 AN0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0554'6.85 MI SW FROM EDNA.
 AN0554'ABOUT 2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 111 FROM THE COURTHOUSE
 AN0554'AT EDNA, THENCE 4.65 MILES SOUTHEAST ALONG FARM TO MARKET ROAD NO.
 AN0554'1822, 100 FEET SOUTH OF THE CENTER LINE OF THE FARM TO MARKET ROAD,
 AN0554'135 YARDS NORTH OF THE GILBERT SATTLER HOUSE, 193 FEET NORTHWEST OF A
 AN0554'PIPE CORNER FENCE POST FOR CHAIN LINK FENCE SURROUNDING 280 FEET HIGH
 AN0554'STELL TOWER FOR THE TRANSCONTINENTAL GAS PIPE LINE CORP, 174 FEET
 AN0554'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL CONCRETE BLOCK BUILDING,
 AN0554'21 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY TO THE SATTLER
 AN0554'RESIDENCE, 74 FEET SOUTH OF A CORNER FENCE POST, 0.6 FOOT WEST OF A
 AN0554'WOVEN WIRE FENCE, 0.8 FOOT NORTH OF A METAL WITNESS POST, 3 1/2 FEET
 AN0554'BELOW THE LEVEL OF THE FARM ROAD, A DISK ON THE TOP OF A COPPER COATED
 AN0554'STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A
 AN0554'6-INCH METAL PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 AN0554'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 31 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0530 ***********************************************************************
 AN0530  DESIGNATION -  L 1197
 AN0530  PID         -  AN0530
 AN0530  STATE/COUNTY-  TX/JACKSON
 AN0530  USGS QUAD   -  LOLITA (1995)
 AN0530
 AN0530                         *CURRENT SURVEY CONTROL
 AN0530  ___________________________________________________________________
 AN0530* NAD 83(1986)-  28 50 18.     (N)    096 33 41.     (W)     SCALED    
 AN0530* NAVD 88     -         9.808  (meters)      32.18   (feet)  ADJUSTED  
 AN0530  ___________________________________________________________________
 AN0530  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AN0530  DYNAMIC HT  -           9.794 (meters)      32.13  (feet)  COMP
 AN0530  MODELED GRAV-     979,209.0   (mgal)                       NAVD 88
 AN0530
 AN0530  VERT ORDER  -  FIRST     CLASS I
 AN0530
 AN0530.The horizontal coordinates were scaled from a topographic map and have
 AN0530.an estimated accuracy of +/- 6 seconds.
 AN0530
 AN0530.The orthometric height was determined by differential leveling
 AN0530.and adjusted by the National Geodetic Survey in June 1991..
 AN0530
 AN0530.The geoid height was determined by GEOID03.
 AN0530
 AN0530.The dynamic height is computed by dividing the NAVD 88
 AN0530.geopotential number by the normal gravity value computed on the
 AN0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0530.degrees latitude (g = 980.6199 gals.).
 AN0530
 AN0530.The modeled gravity was interpolated from observed gravity values.
 AN0530
 AN0530;                    North         East    Units  Estimated Accuracy
 AN0530;SPC TXSC     - 4,113,860.      837,940.      MT  (+/- 180 meters Scaled)
 AN0530
 AN0530                          SUPERSEDED SURVEY CONTROL
 AN0530
 AN0530  NGVD 29 (??/??/92)    9.923  (m)           32.56   (f) ADJ UNCH    1 1
 AN0530
 AN0530.Superseded values are not recommended for survey control.
 AN0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0530.See file dsdata.txt to determine how the superseded data were derived.
 AN0530
 AN0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS379925(NAD 83)
 AN0530_MARKER: DB = BENCH MARK DISK
 AN0530_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AN0530+WITH SETTING: INTO GROUND
 AN0530_STAMPING: L 1197 1972
 AN0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0530+STABILITY: SURFACE MOTION
 AN0530
 AN0530  HISTORY     - Date     Condition        Report By
 AN0530  HISTORY     - 1972     MONUMENTED       NGS
 AN0530  HISTORY     - 1978     GOOD             NGS
 AN0530
 AN0530                          STATION DESCRIPTION
 AN0530
 AN0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0530'1.15 MI W FROM LOLITA.
 AN0530'ABOUT 1.15 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AN0530'CROSSING OF FARM-TO-MARKET ROAD 1593 AT LOLITA, ON THE PROPERTY OF MR.
 AN0530'H.R. GOPFFARTH, ABOUT 133 YARDS SOUTHEAST AND ACROSS FARM-TO-MARKET
 AN0530'ROAD 616 FROM THE SOUTHEAST RAIL OF THE TRACK, 203 FEET SOUTHEAST OF
 AN0530'THE CENTER LINE OF THE ROAD, 157 FEET NORTH-NORTHEAST OF THE NORTH
 AN0530'CORNER OF A BRICK GARAGE ON THE NORTHWEST SIDE OF A BRICK HOUSE, 2
 AN0530'FEET SOUTH OF A CORNER FENCE POST, 304.0 FEET NORTHEAST OF BENCH MARK
 AN0530'J 1197, ABOUT 15 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 AN0530'4-FOOT SECTION OF COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE
 AN0530'PLATE.  THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND AND IS
 AN0530'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 1 INCH.
 AN0530
 AN0530                          STATION RECOVERY (1978)
 AN0530
 AN0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0610 ***********************************************************************
 AX0610  DESIGNATION -  L 1198
 AX0610  PID         -  AX0610
 AX0610  STATE/COUNTY-  TX/LAVACA
 AX0610  USGS QUAD   -  SPEAKS (1981)
 AX0610
 AX0610                         *CURRENT SURVEY CONTROL
 AX0610  ___________________________________________________________________
 AX0610* NAD 83(1986)-  29 19 51.     (N)    096 44 16.     (W)     SCALED    
 AX0610* NAVD 88     -        49.788  (meters)     163.35   (feet)  ADJUSTED  
 AX0610  ___________________________________________________________________
 AX0610  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AX0610  DYNAMIC HT  -          49.718 (meters)     163.12  (feet)  COMP
 AX0610  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 AX0610
 AX0610  VERT ORDER  -  FIRST     CLASS I
 AX0610
 AX0610.The horizontal coordinates were scaled from a topographic map and have
 AX0610.an estimated accuracy of +/- 6 seconds.
 AX0610
 AX0610.The orthometric height was determined by differential leveling
 AX0610.and adjusted by the National Geodetic Survey in June 1991..
 AX0610
 AX0610.The geoid height was determined by GEOID03.
 AX0610
 AX0610.The dynamic height is computed by dividing the NAVD 88
 AX0610.geopotential number by the normal gravity value computed on the
 AX0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0610.degrees latitude (g = 980.6199 gals.).
 AX0610
 AX0610.The modeled gravity was interpolated from observed gravity values.
 AX0610
 AX0610;                    North         East    Units  Estimated Accuracy
 AX0610;SPC TXSC     - 4,168,090.      819,680.      MT  (+/- 180 meters Scaled)
 AX0610
 AX0610                          SUPERSEDED SURVEY CONTROL
 AX0610
 AX0610  NGVD 29 (??/??/92)   49.782  (m)          163.33   (f) ADJ UNCH    1 1
 AX0610
 AX0610.Superseded values are not recommended for survey control.
 AX0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0610.See file dsdata.txt to determine how the superseded data were derived.
 AX0610
 AX0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT196467(NAD 83)
 AX0610_MARKER: DB = BENCH MARK DISK
 AX0610_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AX0610+WITH SETTING: INTO GROUND
 AX0610_STAMPING: L 1198 1972
 AX0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0610+STABILITY: SURFACE MOTION
 AX0610
 AX0610  HISTORY     - Date     Condition        Report By
 AX0610  HISTORY     - 1972     MONUMENTED       NGS
 AX0610  HISTORY     - 19970607 GOOD             USPSQD
 AX0610
 AX0610                          STATION DESCRIPTION
 AX0610
 AX0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0610'7.15 MI NW FROM SPEAKS.
 AX0610'ABOUT 7.15 MILES NORTHWEST ALONG FARM ROAD 530 FROM THE POST OFFICE
 AX0610'AND STORE AT SPEAKS, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 AX0610'95 FEET NORTHEAST OF A WELL BELOW A WINDMILL, 63 1/2 FEET NORTHWEST OF
 AX0610'THE CENTER OF A METAL GATE, 16 1/2 FEET NORTHWEST OF A CORNER FENCE
 AX0610'POST, 8 FEET SOUTHEAST OF A POWER POLE WHICH IS BRACED BY 2 GUY WIRES,
 AX0610'1 1/2 FEET NORTHEAST OF A FENCE, 0.9 FOOT NORTHWEST OF A METAL WITNESS
 AX0610'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 AX0610'4-FOOT SECTION OF COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE
 AX0610'PLATE.  THE DISK PROJECTS 4 INCHES AND IS PROTECTED BY A 6-INCH METAL
 AX0610'PIPE WHICH PROJECTS 5 INCHES.
 AX0610
 AX0610                          STATION RECOVERY (1997)
 AX0610
 AX0610'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0974 ***********************************************************************
 AX0974  DESIGNATION -  L 1199
 AX0974  PID         -  AX0974
 AX0974  STATE/COUNTY-  TX/LAVACA
 AX0974  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0974
 AX0974                         *CURRENT SURVEY CONTROL
 AX0974  ___________________________________________________________________
 AX0974* NAD 83(1986)-  29 28 45.     (N)    096 56 03.     (W)     SCALED    
 AX0974* NAVD 88     -        95.803  (meters)     314.31   (feet)  ADJUSTED  
 AX0974  ___________________________________________________________________
 AX0974  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AX0974  DYNAMIC HT  -          95.669 (meters)     313.87  (feet)  COMP
 AX0974  MODELED GRAV-     979,236.0   (mgal)                       NAVD 88
 AX0974
 AX0974  VERT ORDER  -  FIRST     CLASS I
 AX0974
 AX0974.The horizontal coordinates were scaled from a topographic map and have
 AX0974.an estimated accuracy of +/- 6 seconds.
 AX0974
 AX0974.The orthometric height was determined by differential leveling
 AX0974.and adjusted by the National Geodetic Survey in June 1991..
 AX0974
 AX0974.The geoid height was determined by GEOID03.
 AX0974
 AX0974.The dynamic height is computed by dividing the NAVD 88
 AX0974.geopotential number by the normal gravity value computed on the
 AX0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0974.degrees latitude (g = 980.6199 gals.).
 AX0974
 AX0974.The modeled gravity was interpolated from observed gravity values.
 AX0974
 AX0974;                    North         East    Units  Estimated Accuracy
 AX0974;SPC TXSC     - 4,184,170.      800,320.      MT  (+/- 180 meters Scaled)
 AX0974
 AX0974                          SUPERSEDED SURVEY CONTROL
 AX0974
 AX0974  NGVD 29 (??/??/92)   95.792  (m)          314.28   (f) ADJ UNCH    1 1
 AX0974
 AX0974.Superseded values are not recommended for survey control.
 AX0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0974.See file dsdata.txt to determine how the superseded data were derived.
 AX0974
 AX0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT003628(NAD 83)
 AX0974_MARKER: DB = BENCH MARK DISK
 AX0974_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0974_SP_SET: ROD
 AX0974_STAMPING: L 1199 1972
 AX0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0974
 AX0974  HISTORY     - Date     Condition        Report By
 AX0974  HISTORY     - 1972     MONUMENTED       NGS
 AX0974  HISTORY     - 19970607 GOOD             USPSQD
 AX0974
 AX0974                          STATION DESCRIPTION
 AX0974
 AX0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0974'2.5 MI N FROM HALLETTSVILLE.
 AX0974'ABOUT 2.5 MILES NORTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF U.
 AX0974'S. HIGHWAY 90A AT HALLETTSVILLE, NEAR THE JUNCTION OF A GRAVEL ROAD
 AX0974'LEADING WEST, 59.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 69
 AX0974'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 50.3 FEET NORTHWEST
 AX0974'OF THE CENTER OF THE NORTH END OF AN 18 INCH PIPE CULVERT UNDER THE
 AX0974'GRAVEL ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTH
 AX0974'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON
 AX0974'THE TOP OF A 4 FOOT COPPER COATED STEEL ROD THAT IS ATTACHED TO A
 AX0974'METAL BASE PLATE.  THE DISK PROJECTS 1 INCH ABOVE THE LEVEL OF THE
 AX0974'GROUND AND ENCASED IN A 6 INCH STEEL PIPE THAT PROJECTS 3 INCHES ABOVE
 AX0974'THE LEVEL OF THE GROUND.
 AX0974
 AX0974                          STATION RECOVERY (1997)
 AX0974
 AX0974'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0391 ***********************************************************************
 CT0391  DESIGNATION -  L 12
 CT0391  PID         -  CT0391
 CT0391  STATE/COUNTY-  TX/CALLAHAN
 CT0391  USGS QUAD   -  PUTNAM SOUTH (1987)
 CT0391
 CT0391                         *CURRENT SURVEY CONTROL
 CT0391  ___________________________________________________________________
 CT0391* NAD 83(1986)-  32 22 18.     (N)    099 11 37.     (W)     SCALED    
 CT0391* NAVD 88     -       488.802  (meters)    1603.68   (feet)  POSTED    
 CT0391  ___________________________________________________________________
 CT0391  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CT0391  DYNAMIC HT  -         488.170 (meters)    1601.60  (feet)  COMP
 CT0391  MODELED GRAV-     979,328.1   (mgal)                       NAVD 88
 CT0391
 CT0391  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CT0391
 CT0391.The horizontal coordinates were scaled from a topographic map and have
 CT0391.an estimated accuracy of +/- 6 seconds.
 CT0391
 CT0391.The orthometric height was determined by differential leveling
 CT0391.and adjusted by the National Geodetic Survey in 1992..
 CT0391.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CT0391.rate of 0.0 thru 1.0 mm/km.
 CT0391
 CT0391.The geoid height was determined by GEOID03.
 CT0391
 CT0391.The dynamic height is computed by dividing the NAVD 88
 CT0391.geopotential number by the normal gravity value computed on the
 CT0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0391.degrees latitude (g = 980.6199 gals.).
 CT0391
 CT0391.The modeled gravity was interpolated from observed gravity values.
 CT0391
 CT0391;                    North         East    Units  Estimated Accuracy
 CT0391;SPC TXNC     - 2,078,390.      534,730.      MT  (+/- 180 meters Scaled)
 CT0391
 CT0391                          SUPERSEDED SURVEY CONTROL
 CT0391
 CT0391.No superseded survey control is available for this station.
 CT0391
 CT0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA817816(NAD 83)
 CT0391_MARKER: DB = BENCH MARK DISK
 CT0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0391_SP_SET: STONE
 CT0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0391+STABILITY: SURFACE MOTION
 CT0391
 CT0391  HISTORY     - Date     Condition        Report By
 CT0391  HISTORY     - UNK      MONUMENTED       CGS
 CT0391  HISTORY     - 1956     MARK NOT FOUND   NGS
 CT0391
 CT0391                          STATION DESCRIPTION
 CT0391
 CT0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CT0391'IN PUTNAM.
 CT0391'AT PUTMAN, CALLAHAN COUNTY, AT THE SOUTHWEST CORNER OF THE PUTMAN
 CT0391'MINERAL WATER CO. SQUARE, ONE BLOCK SOUTH OF THE 1935 LOCATION OF THE
 CT0391'FARMERS STATE BANK, AND 6 YARDS EAST OF A FIRE HYDRANT.  A SQUARE
 CT0391'HOLE, CUT IN THE TOP OF A STONE POST.  NOTE-- IT WAS PROBABLY
 CT0391'DESTROYED WHEN THE HIGHWAY WAS RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0221 ***********************************************************************
 BN0221  DESIGNATION -  L 120
 BN0221  PID         -  BN0221
 BN0221  STATE/COUNTY-  TX/LLANO
 BN0221  USGS QUAD   -  CASTELL (1967)
 BN0221
 BN0221                         *CURRENT SURVEY CONTROL
 BN0221  ___________________________________________________________________
 BN0221* NAD 83(1986)-  30 41 49.     (N)    098 56 42.     (W)     SCALED    
 BN0221* NAVD 88     -       372.687  (meters)    1222.72   (feet)  ADJUSTED  
 BN0221  ___________________________________________________________________
 BN0221  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 BN0221  DYNAMIC HT  -         372.186 (meters)    1221.08  (feet)  COMP
 BN0221  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 BN0221
 BN0221  VERT ORDER  -  SECOND    CLASS 0
 BN0221
 BN0221.The horizontal coordinates were scaled from a topographic map and have
 BN0221.an estimated accuracy of +/- 6 seconds.
 BN0221
 BN0221.The orthometric height was determined by differential leveling
 BN0221.and adjusted by the National Geodetic Survey in June 1991..
 BN0221
 BN0221.The geoid height was determined by GEOID03.
 BN0221
 BN0221.The dynamic height is computed by dividing the NAVD 88
 BN0221.geopotential number by the normal gravity value computed on the
 BN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0221.degrees latitude (g = 980.6199 gals.).
 BN0221
 BN0221.The modeled gravity was interpolated from observed gravity values.
 BN0221
 BN0221;                    North         East    Units  Estimated Accuracy
 BN0221;SPC TX C     - 3,115,040.      832,990.      MT  (+/- 180 meters Scaled)
 BN0221
 BN0221                          SUPERSEDED SURVEY CONTROL
 BN0221
 BN0221  NGVD 29 (??/??/92)  372.639  (m)         1222.57   (f) ADJ UNCH    2 0
 BN0221
 BN0221.Superseded values are not recommended for survey control.
 BN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0221.See file dsdata.txt to determine how the superseded data were derived.
 BN0221
 BN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU052960(NAD 83)
 BN0221_MARKER: DB = BENCH MARK DISK
 BN0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0221_STAMPING: L 120 1933
 BN0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0221+STABILITY: SURFACE MOTION
 BN0221
 BN0221  HISTORY     - Date     Condition        Report By
 BN0221  HISTORY     - 1933     MONUMENTED       CGS
 BN0221  HISTORY     - 19990909 GOOD             TXDOT
 BN0221
 BN0221                          STATION DESCRIPTION
 BN0221
 BN0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BN0221'0.9 MI E FROM CASTELL.
 BN0221'0.9 MILES EAST OF CASTELL ALONG LLANO-MASON ROAD IN YARD OF ST JOHNS
 BN0221'E. LUTHERAN CHURCH.  31.8 FEET SOUTH OF RIGHT OF WAY FENCE AND 2.5
 BN0221'FEET WEST OF EAST FENCE.
 BN0221
 BN0221                          STATION RECOVERY (1999)
 BN0221
 BN0221'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1999 (HWE)
 BN0221'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0200 ***********************************************************************
 BL0200  DESIGNATION -  L 1200
 BL0200  PID         -  BL0200
 BL0200  STATE/COUNTY-  TX/JEFFERSON
 BL0200  USGS QUAD   -  CHINA (1985)
 BL0200
 BL0200                         *CURRENT SURVEY CONTROL
 BL0200  ___________________________________________________________________
 BL0200* NAD 83(1986)-  30 03 00.     (N)    094 19 27.     (W)     SCALED    
 BL0200* NAVD 88     -        12.195  (meters)      40.01   (feet)  ADJUSTED  
 BL0200  ___________________________________________________________________
 BL0200  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BL0200  DYNAMIC HT  -          12.178 (meters)      39.95  (feet)  COMP
 BL0200  MODELED GRAV-     979,305.3   (mgal)                       NAVD 88
 BL0200
 BL0200  VERT ORDER  -  FIRST     CLASS I
 BL0200
 BL0200.The horizontal coordinates were scaled from a topographic map and have
 BL0200.an estimated accuracy of +/- 6 seconds.
 BL0200
 BL0200.The orthometric height was determined by differential leveling
 BL0200.and adjusted by the National Geodetic Survey in June 1991..
 BL0200
 BL0200.The geoid height was determined by GEOID03.
 BL0200
 BL0200.The dynamic height is computed by dividing the NAVD 88
 BL0200.geopotential number by the normal gravity value computed on the
 BL0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0200.degrees latitude (g = 980.6199 gals.).
 BL0200
 BL0200.The modeled gravity was interpolated from observed gravity values.
 BL0200
 BL0200;                    North         East    Units  Estimated Accuracy
 BL0200;SPC TXSC     - 4,254,680.    1,050,780.      MT  (+/- 180 meters Scaled)
 BL0200
 BL0200                          SUPERSEDED SURVEY CONTROL
 BL0200
 BL0200  NGVD 29 (??/??/92)   12.208  (m)           40.05   (f) ADJ UNCH    1 1
 BL0200
 BL0200.Superseded values are not recommended for survey control.
 BL0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0200.See file dsdata.txt to determine how the superseded data were derived.
 BL0200
 BL0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP723250(NAD 83)
 BL0200_MARKER: DB = BENCH MARK DISK
 BL0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BL0200_SP_SET: BRIDGE
 BL0200_STAMPING: L 1200 1972
 BL0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0200+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 BL0200
 BL0200  HISTORY     - Date     Condition        Report By
 BL0200  HISTORY     - 1972     MONUMENTED       NGS
 BL0200  HISTORY     - 1987     GOOD             USPSQD
 BL0200  HISTORY     - 1988     GOOD             USPSQD
 BL0200  HISTORY     - 1988     GOOD             USPSQD
 BL0200  HISTORY     - 1989     GOOD             USPSQD
 BL0200  HISTORY     - 1990     GOOD             USPSQD
 BL0200  HISTORY     - 19900412 GOOD             USPSQD
 BL0200  HISTORY     - 19940805 GOOD             USPSQD
 BL0200  HISTORY     - 19990728 GOOD             USPSQD
 BL0200  HISTORY     - 20010331 GOOD             NGS
 BL0200  HISTORY     - 20010331 GOOD             NGS
 BL0200  HISTORY     - 20030304 GOOD             USPSQD
 BL0200  HISTORY     - 20050129 GOOD             USPSQD
 BL0200
 BL0200                          STATION DESCRIPTION
 BL0200
 BL0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0200'0.65 MI E FROM CHINA.
 BL0200'ABOUT 0.65 MILE EAST ALONG US HIGHWAY 90 FROM A PAVED ROAD
 BL0200'INTERSECTION, SET IN THE TOP OF THE WINGWALL AT THE NORTHEAST CORNER
 BL0200'OF A 105-FOOT CONCRETE BRIDGE OVER A LARGE CANAL AND UNDER THE
 BL0200'WESTBOUND LANE OF THE HIGHWAY, 23 FEET NORTH OF THE CENTER LINE OF THE
 BL0200'WESTBOUND LANE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 BL0200
 BL0200                          STATION RECOVERY (1987)
 BL0200
 BL0200'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJB)
 BL0200'RECOVERED IN GOOD CONDITION.
 BL0200
 BL0200                          STATION RECOVERY (1988)
 BL0200
 BL0200'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0200'RECOVERED IN GOOD CONDITION.
 BL0200
 BL0200                          STATION RECOVERY (1988)
 BL0200
 BL0200'RECOVERY NOTE BY US POWER SQUADRON 1988 (MKB)
 BL0200'RECOVERED IN GOOD CONDITION.
 BL0200
 BL0200                          STATION RECOVERY (1989)
 BL0200
 BL0200'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0200'RECOVERED IN GOOD CONDITION.
 BL0200
 BL0200                          STATION RECOVERY (1990)
 BL0200
 BL0200'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0200'RECOVERED IN GOOD CONDITION.
 BL0200
 BL0200                          STATION RECOVERY (1990)
 BL0200
 BL0200'RECOVERY NOTE BY US POWER SQUADRON 1990 (EJB)
 BL0200'RECOVERED IN GOOD CONDITION.
 BL0200
 BL0200                          STATION RECOVERY (1994)
 BL0200
 BL0200'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL0200'RECOVERED IN GOOD CONDITION.
 BL0200
 BL0200                          STATION RECOVERY (1999)
 BL0200
 BL0200'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL0200'RECOVERED IN GOOD CONDITION.
 BL0200
 BL0200                          STATION RECOVERY (2001)
 BL0200
 BL0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0200'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0200
 BL0200                          STATION RECOVERY (2001)
 BL0200
 BL0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BL0200'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BL0200
 BL0200                          STATION RECOVERY (2003)
 BL0200
 BL0200'RECOVERY NOTE BY US POWER SQUADRON 2003 (EJB)
 BL0200'RECOVERED IN GOOD CONDITION.
 BL0200
 BL0200                          STATION RECOVERY (2005)
 BL0200
 BL0200'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1566 ***********************************************************************
 AW1566  DESIGNATION -  L 1201
 AW1566  PID         -  AW1566
 AW1566  STATE/COUNTY-  TX/HARRIS
 AW1566  USGS QUAD   -  LEAGUE CITY (1995)
 AW1566
 AW1566                         *CURRENT SURVEY CONTROL
 AW1566  ___________________________________________________________________
 AW1566* NAD 83(1986)-  29 37 13.     (N)    095 01 07.     (W)     SCALED    
 AW1566* NAVD 88     -         2.456  (meters)       8.06   (feet)  ADJUSTED  
 AW1566  ___________________________________________________________________
 AW1566  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW1566  DYNAMIC HT  -           2.452 (meters)       8.04  (feet)  COMP
 AW1566  MODELED GRAV-     979,276.8   (mgal)                       NAVD 88
 AW1566
 AW1566  VERT ORDER  -  FIRST     CLASS II
 AW1566
 AW1566.The horizontal coordinates were scaled from a topographic map and have
 AW1566.an estimated accuracy of +/- 6 seconds.
 AW1566
 AW1566.The orthometric height was determined by differential leveling
 AW1566.and adjusted by the National Geodetic Survey in June 1991..
 AW1566
 AW1566.The geoid height was determined by GEOID03.
 AW1566
 AW1566.The dynamic height is computed by dividing the NAVD 88
 AW1566.geopotential number by the normal gravity value computed on the
 AW1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1566.degrees latitude (g = 980.6199 gals.).
 AW1566
 AW1566.The modeled gravity was interpolated from observed gravity values.
 AW1566
 AW1566;                    North         East    Units  Estimated Accuracy
 AW1566;SPC TXSC     - 4,204,600.      985,480.      MT  (+/- 180 meters Scaled)
 AW1566
 AW1566                          SUPERSEDED SURVEY CONTROL
 AW1566
 AW1566  NGVD 29 (12/23/87)    2.453  (m)            8.05   (f) ADJUSTED    1 2
 AW1566
 AW1566.Superseded values are not recommended for survey control.
 AW1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1566.See file dsdata.txt to determine how the superseded data were derived.
 AW1566
 AW1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN045784(NAD 83)
 AW1566_MARKER: DB = BENCH MARK DISK
 AW1566_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AW1566+WITH SETTING: INFORMATION.
 AW1566_SP_SET: SHALLOW-SET METAL ROD
 AW1566_STAMPING: L 1201 1973
 AW1566_MARK LOGO: NGS   
 AW1566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1566+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005
 AW1566
 AW1566  HISTORY     - Date     Condition        Report By
 AW1566  HISTORY     - 1973     MONUMENTED       NGS
 AW1566  HISTORY     - 1974     GOOD
 AW1566  HISTORY     - 1978     GOOD             NGS
 AW1566  HISTORY     - 1983     GOOD             NGS
 AW1566  HISTORY     - 1987     GOOD             USPSQD
 AW1566  HISTORY     - 1987     GOOD             USPSQD
 AW1566  HISTORY     - 1987     GOOD             USPSQD
 AW1566  HISTORY     - 1987     GOOD             USPSQD
 AW1566  HISTORY     - 1987     GOOD             USPSQD
 AW1566  HISTORY     - 1987     GOOD             USPSQD
 AW1566  HISTORY     - 1987     GOOD             USPSQD
 AW1566  HISTORY     - 1987     GOOD             USPSQD
 AW1566  HISTORY     - 1987     GOOD             USPSQD
 AW1566  HISTORY     - 1987     GOOD             USPSQD
 AW1566  HISTORY     - 1987     GOOD             NGS
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1988     GOOD             USPSQD
 AW1566  HISTORY     - 1989     GOOD             USPSQD
 AW1566  HISTORY     - 1989     GOOD             USPSQD
 AW1566  HISTORY     - 1989     GOOD             USPSQD
 AW1566  HISTORY     - 1989     GOOD             USPSQD
 AW1566  HISTORY     - 1989     GOOD             USPSQD
 AW1566  HISTORY     - 1989     GOOD             USPSQD
 AW1566  HISTORY     - 1989     GOOD             USPSQD
 AW1566  HISTORY     - 1990     GOOD             USPSQD
 AW1566  HISTORY     - 19910216 GOOD             USPSQD
 AW1566  HISTORY     - 19931122 GOOD             USPSQD
 AW1566  HISTORY     - 20010131 GOOD             USPSQD
 AW1566  HISTORY     - 20031107 GOOD             USPSQD
 AW1566  HISTORY     - 20050117 GOOD             USPSQD
 AW1566
 AW1566                          STATION DESCRIPTION
 AW1566
 AW1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1566'3.1 MI S FROM LA PORTE.
 AW1566'ABOUT 3.1 MILES SOUTH ALONG STATE HWY. 146 BUSINESS FROM THE
 AW1566'INTERSECTION OF BROADWAY AND SAN JACINTO AVE. AT LA PORTE, ABOUT 64
 AW1566'FEET EAST OF THE CENTER LINE OF ST. HWY. 146 (BROADWAY), 51 FEET NORTH
 AW1566'OF THE CENTER LINE OF EAST SHORE ACRES BLVD., 25 FEET NORTH OF A
 AW1566'28-INCH PALM TREE, 5 1/2 FEET NORTH OF THE NORTH END OF A SHORT STONE
 AW1566'WALL, AND SET ON TOP OF A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED
 AW1566'STEEL ROD ABOUT 2 INCHES BELOW THE LEVEL OF THE GROUND, AND PROTECTED
 AW1566'BY A 6-INCH IRON PIPE FLUSH WITH THE GROUND.  ALSO, ABOUT LEVEL WITH
 AW1566'THE HIGHWAY.
 AW1566
 AW1566                          STATION RECOVERY (1974)
 AW1566
 AW1566'RECOVERED 1974
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1978)
 AW1566
 AW1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1983)
 AW1566
 AW1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AW1566
 AW1566                          STATION RECOVERY (1987)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCH)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1987)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1987)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1987)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1987)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (LB)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1987)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFB)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1987)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1987)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (MPM)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1987)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1987)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1987)
 AW1566
 AW1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1566'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT TO ADD
 AW1566'WITNESS POST
 AW1566'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (JLS)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (MAB)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (KHR)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1988)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1989)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1989 (PT)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1989)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1989)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1989)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1989)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1989)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1989)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1990)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1991)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (1993)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (2001)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDL)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (2003)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1566'RECOVERED IN GOOD CONDITION.
 AW1566
 AW1566                          STATION RECOVERY (2005)
 AW1566
 AW1566'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0366 ***********************************************************************
 BL0366  DESIGNATION -  L 1202
 BL0366  PID         -  BL0366
 BL0366  STATE/COUNTY-  TX/LIBERTY
 BL0366  USGS QUAD   -  DAYTON (1984)
 BL0366
 BL0366                         *CURRENT SURVEY CONTROL
 BL0366  ___________________________________________________________________
 BL0366* NAD 83(1986)-  30 02 49.     (N)    094 52 49.     (W)     SCALED    
 BL0366* NAVD 88     -        24.51   (+/-2cm)      80.4    (feet)  VERTCON   
 BL0366  ___________________________________________________________________
 BL0366  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0366
 BL0366  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL0366
 BL0366.The horizontal coordinates were scaled from a topographic map and have
 BL0366.an estimated accuracy of +/- 6 seconds.
 BL0366
 BL0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0366.The vertical order pertains to the NGVD 29 superseded value.
 BL0366
 BL0366.The geoid height was determined by GEOID03.
 BL0366
 BL0366;                    North         East    Units  Estimated Accuracy
 BL0366;SPC TX C     - 3,055,050.    1,225,700.      MT  (+/- 180 meters Scaled)
 BL0366
 BL0366                          SUPERSEDED SURVEY CONTROL
 BL0366
 BL0366  NGVD 29 (??/??/92)   24.508  (m)           80.41   (f) ADJ UNCH    1 1
 BL0366
 BL0366.Superseded values are not recommended for survey control.
 BL0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0366.See file dsdata.txt to determine how the superseded data were derived.
 BL0366
 BL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP187254(NAD 83)
 BL0366_MARKER: DB = BENCH MARK DISK
 BL0366_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL0366_SP_SET: COPPER-CLAD STEEL ROD
 BL0366_STAMPING: L 1202 1972
 BL0366_MARK LOGO: NGS   
 BL0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BL0366+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 BL0366
 BL0366  HISTORY     - Date     Condition        Report By
 BL0366  HISTORY     - 1972     MONUMENTED       NGS
 BL0366  HISTORY     - 1973     GOOD             NGS
 BL0366  HISTORY     - 1978     GOOD             NGS
 BL0366  HISTORY     - 1987     GOOD             NGS
 BL0366  HISTORY     - 1988     GOOD             USPSQD
 BL0366  HISTORY     - 1989     GOOD             USPSQD
 BL0366  HISTORY     - 1990     GOOD             USPSQD
 BL0366  HISTORY     - 19960413 GOOD             USPSQD
 BL0366  HISTORY     - 20030522 GOOD             JCLS
 BL0366  HISTORY     - 20050216 GOOD             USPSQD
 BL0366  HISTORY     - 20050228 GOOD             USPSQD
 BL0366
 BL0366                          STATION DESCRIPTION
 BL0366
 BL0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0366'IN DAYTON.
 BL0366'AT DAYTON, ABOUT 0.5 MILE NORTHEAST ALONG U. S. HIGHWAY 90 FROM THE
 BL0366'HIGH SCHOOL, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG COLBERT STREET, 26
 BL0366'FEET NORTHEAST OF THE CENTER LINE OF COLBERT STREET, 74.8 FEET
 BL0366'SOUTHEAST OF THE WEST CORNER OF THE FENCE FOR COLBERT SCHOOL, 33.2
 BL0366'FEET SOUTHEAST OF A WATER HYDRANT, 25 FEET NORTH OF POWER LINE POLE
 BL0366'1099-263, 183.2 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION DAYTON,
 BL0366'0.4 FOOT SOUTHWEST OF THE FENCE, 1/2 FOOT WEST OF A METAL WITNESS
 BL0366'POST, ABOUT LEVEL WITH THE ROAD AND IS A DISK ON TOP OF A 5/8-INCH
 BL0366'COPPER COATED STEEL ROD 0.2 FOOT BELOW THE SURFACE OF THE GROUND AND
 BL0366'PROTECTED BY A 6-INCH METAL PIPE WHICH IS FLUSH WITH THE GROUND.  THE
 BL0366'ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 BL0366
 BL0366                          STATION RECOVERY (1978)
 BL0366
 BL0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0366'RECOVERED IN GOOD CONDITION.
 BL0366
 BL0366                          STATION RECOVERY (1987)
 BL0366
 BL0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0366'RECOVERED IN GOOD CONDITION, NOT LEVELED THIS SURVEY.
 BL0366
 BL0366                          STATION RECOVERY (1988)
 BL0366
 BL0366'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0366'RECOVERED IN GOOD CONDITION.
 BL0366
 BL0366                          STATION RECOVERY (1989)
 BL0366
 BL0366'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0366'RECOVERED IN GOOD CONDITION.
 BL0366
 BL0366                          STATION RECOVERY (1990)
 BL0366
 BL0366'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0366'RECOVERED IN GOOD CONDITION.
 BL0366
 BL0366                          STATION RECOVERY (1996)
 BL0366
 BL0366'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0366'RECOVERED IN GOOD CONDITION.
 BL0366
 BL0366                          STATION RECOVERY (2003)
 BL0366
 BL0366'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BL0366'RECOVERED IN GOOD CONDITION.
 BL0366
 BL0366                          STATION RECOVERY (2005)
 BL0366
 BL0366'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0366'RECOVERED IN GOOD CONDITION.
 BL0366
 BL0366                          STATION RECOVERY (2005)
 BL0366
 BL0366'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1184 ***********************************************************************
 BL1184  DESIGNATION -  L 1203
 BL1184  PID         -  BL1184
 BL1184  STATE/COUNTY-  TX/HARRIS
 BL1184  USGS QUAD   -  SPRING (1982)
 BL1184
 BL1184                         *CURRENT SURVEY CONTROL
 BL1184  ___________________________________________________________________
 BL1184* NAD 83(1986)-  30 04 46.     (N)    095 25 01.     (W)     SCALED    
 BL1184* NAVD 88     -        37.21   (+/-2cm)     122.1    (feet)  VERTCON   
 BL1184  ___________________________________________________________________
 BL1184  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL1184
 BL1184  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1184
 BL1184.The horizontal coordinates were scaled from a topographic map and have
 BL1184.an estimated accuracy of +/- 6 seconds.
 BL1184
 BL1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1184.The vertical order pertains to the NGVD 29 superseded value.
 BL1184
 BL1184.The geoid height was determined by GEOID03.
 BL1184
 BL1184;                    North         East    Units  Estimated Accuracy
 BL1184;SPC TXSC     - 4,254,230.      945,370.      MT  (+/- 180 meters Scaled)
 BL1184
 BL1184                          SUPERSEDED SURVEY CONTROL
 BL1184
 BL1184  NGVD 29 (04/06/79)   37.213  (m)          122.09   (f) ADJUSTED    1 2
 BL1184
 BL1184.Superseded values are not recommended for survey control.
 BL1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1184.See file dsdata.txt to determine how the superseded data were derived.
 BL1184
 BL1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP670300(NAD 83)
 BL1184_MARKER: DB = BENCH MARK DISK
 BL1184_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BL1184_SP_SET: 56 FEET
 BL1184_STAMPING: L 1203 1973
 BL1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1184
 BL1184  HISTORY     - Date     Condition        Report By
 BL1184  HISTORY     - 1973     MONUMENTED       NGS
 BL1184  HISTORY     - 1976     POOR             USGS
 BL1184  HISTORY     - 1978     GOOD             NGS
 BL1184  HISTORY     - 1978     GOOD             NGS
 BL1184  HISTORY     - 1987     MARK NOT FOUND   NGS
 BL1184  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 BL1184  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 BL1184
 BL1184                          STATION DESCRIPTION
 BL1184
 BL1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1184'IN SPRING.
 BL1184'AT SPRING, ABOUT 0.1 MILE NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM
 BL1184'THE CROSSING OF SPRING SCHOOL ROAD, 87 1/2 FEET EAST OF THE CENTER
 BL1184'LINE OF HARDY ST., 43 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 BL1184'73.6 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF
 BL1184'A STEEL RADIO TOWER, 16.6 FEET EAST OF THE EAST RAIL OF THE
 BL1184'MISSOURI-PACIFIC RAILROAD TRACK WHICH LEADS WEST, 2.3 FEET EAST OF A
 BL1184'TELEPHONE POLE, 1 FOOT WEST OF A METAL WITNESS POST, AND SET ON TOP OF
 BL1184'A COPPER COATED STEEL ROD AND PROTECTED BY A 6-INCH METAL PIPE WHICH
 BL1184'PROJECTS 0.2 FOOT.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 BL1184
 BL1184                          STATION RECOVERY (1976)
 BL1184
 BL1184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BL1184'MARK RECOVERED IN POOR CONDITION.
 BL1184
 BL1184                          STATION RECOVERY (1978)
 BL1184
 BL1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1184'RECOVERED IN GOOD CONDITION.
 BL1184
 BL1184                          STATION RECOVERY (1978)
 BL1184
 BL1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1184'RECOVERED IN GOOD CONDITION.
 BL1184
 BL1184                          STATION RECOVERY (1987)
 BL1184
 BL1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1184'MARK NOT FOUND.
 BL1184
 BL1184                          STATION RECOVERY (1995)
 BL1184
 BL1184'RECOVERY NOTE BY US POWER SQUADRON 1995
 BL1184'MARK NOT FOUND.
 BL1184
 BL1184                          STATION RECOVERY (2004)
 BL1184
 BL1184'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1322 ***********************************************************************
 AW1322  DESIGNATION -  L 1204
 AW1322  PID         -  AW1322
 AW1322  STATE/COUNTY-  TX/GALVESTON
 AW1322  USGS QUAD   -  TEXAS CITY (1994)
 AW1322
 AW1322                         *CURRENT SURVEY CONTROL
 AW1322  ___________________________________________________________________
 AW1322* NAD 83(1986)-  29 25 17.     (N)    094 53 26.     (W)     SCALED    
 AW1322* NAVD 88     -         1.550  (meters)       5.09   (feet)  ADJUSTED  
 AW1322  ___________________________________________________________________
 AW1322  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AW1322  DYNAMIC HT  -           1.548 (meters)       5.08  (feet)  COMP
 AW1322  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 AW1322  OBS GRAVITY -     979,271.1   (mgal)                       GRAV_OBS
 AW1322
 AW1322  VERT ORDER  -  FIRST     CLASS II
 AW1322
 AW1322.The horizontal coordinates were scaled from a topographic map and have
 AW1322.an estimated accuracy of +/- 6 seconds.
 AW1322
 AW1322.The orthometric height was determined by differential leveling
 AW1322.and adjusted by the National Geodetic Survey in June 1991..
 AW1322
 AW1322.The geoid height was determined by GEOID03.
 AW1322
 AW1322.The dynamic height is computed by dividing the NAVD 88
 AW1322.geopotential number by the normal gravity value computed on the
 AW1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1322.degrees latitude (g = 980.6199 gals.).
 AW1322
 AW1322.The modeled gravity was interpolated from observed gravity values.
 AW1322.The observed gravity was obtained from relative gravimeter ties
 AW1322.to the IGSN71 gravity network.
 AW1322
 AW1322;                    North         East    Units  Estimated Accuracy
 AW1322;SPC TXSC     - 4,183,000.      998,650.      MT  (+/- 180 meters Scaled)
 AW1322
 AW1322                          SUPERSEDED SURVEY CONTROL
 AW1322
 AW1322  NGVD 29 (12/23/87)    1.547  (m)            5.08   (f) ADJUSTED    1 2
 AW1322
 AW1322.Superseded values are not recommended for survey control.
 AW1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1322.See file dsdata.txt to determine how the superseded data were derived.
 AW1322
 AW1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN165561(NAD 83)
 AW1322_MARKER: DB = BENCH MARK DISK
 AW1322_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1322_SP_SET: COPPER-CLAD STEEL ROD
 AW1322_STAMPING: L 1204 1973
 AW1322_MARK LOGO: NGS   
 AW1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1322
 AW1322  HISTORY     - Date     Condition        Report By
 AW1322  HISTORY     - 1973     MONUMENTED       NGS
 AW1322  HISTORY     - 1978     GOOD             NGS
 AW1322  HISTORY     - 1986     GOOD             NGS
 AW1322  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1322  HISTORY     - 1988     GOOD             USPSQD
 AW1322  HISTORY     - 1988     GOOD             USPSQD
 AW1322  HISTORY     - 1988     GOOD             USPSQD
 AW1322  HISTORY     - 1988     GOOD             USPSQD
 AW1322  HISTORY     - 1988     GOOD             USPSQD
 AW1322  HISTORY     - 1988     GOOD             USPSQD
 AW1322  HISTORY     - 1990     GOOD             USPSQD
 AW1322  HISTORY     - 1991     GOOD             USPSQD
 AW1322  HISTORY     - 19990828 MARK NOT FOUND   USPSQD
 AW1322  HISTORY     - 20040129 MARK NOT FOUND   USPSQD
 AW1322
 AW1322                          STATION DESCRIPTION
 AW1322
 AW1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1322'3.1 MI NE FROM TEXAS CITY.
 AW1322'1.35 MILES NORTH ALONG LOOP 197 (6TH STREET) FROM THE POST OFFICE AT
 AW1322'TEXAS CITY, THENCE 0.55 MILE EAST ALONG A 5TH AVENUE NORTH, THENCE 1.2
 AW1322'MILES NORTHEAST ALONG A PAVED ROAD, 0.55 MILE NORTHEAST OF SEWAGE
 AW1322'WASTE TREATMENT PLANT NO. 1, 141.0 FEET EAST OF THE CENTER LINE OF A
 AW1322'PAVED ROAD WHICH IS ALONG THE TOP OF A SEAWALL AND LEVEE, 26.0 FEET
 AW1322'SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST FROM THE TOP OF THE
 AW1322'SEAWALL, 213 FEET WEST-SOUTHWEST OF A POWER POLE WITH TWO GUY WIRES,
 AW1322'39 FEET NORTHWEST OF A METAL CORNER POST, 2.0 FEET WEST OF A GUARDRAIL
 AW1322'POST, 0.8 FOOT SOUTH OF A CABLE IN THE GUARDRAILING, ABOUT 1 1/2 FEET
 AW1322'LOWER THAN THE LEVEE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER
 AW1322'COATED ROD DRIVEN TO SUDDEN REFUSAL AT A DEPTH OF 24 FEET. THE UPPER
 AW1322'PORTION OF THE ROD IS ENCASED IN AN IRON PIPE FLUSH WITH THE GROUND.
 AW1322
 AW1322                          STATION RECOVERY (1978)
 AW1322
 AW1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1322'RECOVERED IN GOOD CONDITION.
 AW1322
 AW1322                          STATION RECOVERY (1986)
 AW1322
 AW1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1322'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1322'EXCEPT THE GUARDRAIL MENTIONED THEREIN NO LONGER EXIST. ADD
 AW1322'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 AW1322'THE MARK IS 1.52 M BELOW LEVEE ROAD.
 AW1322
 AW1322                          STATION RECOVERY (1987)
 AW1322
 AW1322'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1322'MARK NOT FOUND.
 AW1322
 AW1322                          STATION RECOVERY (1988)
 AW1322
 AW1322'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1322'RECOVERED IN GOOD CONDITION.
 AW1322
 AW1322                          STATION RECOVERY (1988)
 AW1322
 AW1322'RECOVERY NOTE BY US POWER SQUADRON 1988 (NGB)
 AW1322'RECOVERED IN GOOD CONDITION.
 AW1322
 AW1322                          STATION RECOVERY (1988)
 AW1322
 AW1322'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1322'RECOVERED IN GOOD CONDITION.
 AW1322
 AW1322                          STATION RECOVERY (1988)
 AW1322
 AW1322'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1322'RECOVERED IN GOOD CONDITION.
 AW1322
 AW1322                          STATION RECOVERY (1988)
 AW1322
 AW1322'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1322'RECOVERED IN GOOD CONDITION.
 AW1322
 AW1322                          STATION RECOVERY (1988)
 AW1322
 AW1322'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1322'RECOVERED IN GOOD CONDITION.
 AW1322
 AW1322                          STATION RECOVERY (1990)
 AW1322
 AW1322'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1322'RECOVERED IN GOOD CONDITION.
 AW1322
 AW1322                          STATION RECOVERY (1991)
 AW1322
 AW1322'RECOVERY NOTE BY US POWER SQUADRON 1991 (RNT)
 AW1322'RECOVERED IN GOOD CONDITION.
 AW1322
 AW1322                          STATION RECOVERY (1999)
 AW1322
 AW1322'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1322'MARK NOT FOUND.
 AW1322
 AW1322                          STATION RECOVERY (2004)
 AW1322
 AW1322'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1470 ***********************************************************************
 AW1470  DESIGNATION -  L 1205
 AW1470  PID         -  AW1470
 AW1470  STATE/COUNTY-  TX/CHAMBERS
 AW1470  USGS QUAD   -  ANAHUAC (1993)
 AW1470
 AW1470                         *CURRENT SURVEY CONTROL
 AW1470  ___________________________________________________________________
 AW1470* NAD 83(1986)-  29 49 07.     (N)    094 39 37.     (W)     SCALED    
 AW1470* NAVD 88     -         7.55   (+/-2cm)      24.8    (feet)  VERTCON   
 AW1470  ___________________________________________________________________
 AW1470  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW1470  OBS GRAVITY -     979,292.1   (mgal)                       GRAV_OBS
 AW1470
 AW1470  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1470
 AW1470.The horizontal coordinates were scaled from a topographic map and have
 AW1470.an estimated accuracy of +/- 6 seconds.
 AW1470
 AW1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1470.The vertical order pertains to the NGVD 29 superseded value.
 AW1470
 AW1470.The geoid height was determined by GEOID03.
 AW1470.The observed gravity was obtained from relative gravimeter ties
 AW1470.to the IGSN71 gravity network.
 AW1470
 AW1470;                    North         East    Units  Estimated Accuracy
 AW1470;SPC TXSC     - 4,227,810.    1,019,340.      MT  (+/- 180 meters Scaled)
 AW1470
 AW1470                          SUPERSEDED SURVEY CONTROL
 AW1470
 AW1470  NGVD 29 (??/??/92)    7.556  (m)           24.79   (f) ADJ UNCH    1 2
 AW1470
 AW1470.Superseded values are not recommended for survey control.
 AW1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1470.See file dsdata.txt to determine how the superseded data were derived.
 AW1470
 AW1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN395998(NAD 83)
 AW1470_MARKER: DB = BENCH MARK DISK
 AW1470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1470_SP_SET: 32 FEET
 AW1470_STAMPING: L 1205 1973
 AW1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1470
 AW1470  HISTORY     - Date     Condition        Report By
 AW1470  HISTORY     - 1973     MONUMENTED       NGS
 AW1470  HISTORY     - 1978     GOOD             NGS
 AW1470  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1470  HISTORY     - 19960906 MARK NOT FOUND   USPSQD
 AW1470  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1470  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AW1470  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 AW1470
 AW1470                          STATION DESCRIPTION
 AW1470
 AW1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1470'3.2 MI N FROM ANAHUAC.
 AW1470'ABOUT 3.2 MILES NORTH ALONG FARM ROAD 563 FROM THE JUNCTION WITH STATE
 AW1470'HIGHWAY 61 AT ANAHUAC, ABOUT 0.1 MILE NORTHWEST ALONG FARM ROAD 563
 AW1470'FROM THE JUNCTION WITH FARM ROAD 2041, 57 FEET SOUTHWEST OF THE CENTER
 AW1470'LINE OF FARM ROAD 563, 20 FEET SOUTHEAST OF A POWER POLE BRACED BY A
 AW1470'GUY WIRE, 2.2 FEET NORTHEAST OF A FENCE, 1.8 FEET NORTHEAST OF A
 AW1470'CONCRETE HIGHWAY R.O.W. MARKER POST 192+95.78, 2 FEET NORTH OF THE
 AW1470'BASE OF A GUY WIRE, 1 FOOT SOUTH OF A WOODEN WITNESS POST, AND IS A
 AW1470'DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD 1 INCH ABOVE THE
 AW1470'LEVEL OF THE GROUND, AND PROTECTED BY A 6-INCH IRON PIPE WHICH
 AW1470'PROJECTS 2 INCHES. THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 AW1470
 AW1470                          STATION RECOVERY (1978)
 AW1470
 AW1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1470'NOTE=0.1 MILE NORTHWEST SHOULD BE 0.2 MILE NOERHWEST.
 AW1470
 AW1470                          STATION RECOVERY (1990)
 AW1470
 AW1470'RECOVERY NOTE BY US POWER SQUADRON 1990 (GB)
 AW1470'MARK NOT FOUND.
 AW1470
 AW1470                          STATION RECOVERY (1996)
 AW1470
 AW1470'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1470'MARK NOT FOUND.
 AW1470
 AW1470                          STATION RECOVERY (2001)
 AW1470
 AW1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1470'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1470
 AW1470                          STATION RECOVERY (2004)
 AW1470
 AW1470'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1470'MARK NOT FOUND.
 AW1470
 AW1470                          STATION RECOVERY (2005)
 AW1470
 AW1470'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0101 ***********************************************************************
 AW0101  DESIGNATION -  L 1206
 AW0101  PID         -  AW0101
 AW0101  STATE/COUNTY-  TX/BRAZORIA
 AW0101  USGS QUAD   -  BRAZORIA (1952)
 AW0101
 AW0101                         *CURRENT SURVEY CONTROL
 AW0101  ___________________________________________________________________
 AW0101* NAD 83(1986)-  29 02 44.     (N)    095 34 18.     (W)     SCALED    
 AW0101* NAVD 88     -         8.93   (+/-2cm)      29.3    (feet)  VERTCON   
 AW0101  ___________________________________________________________________
 AW0101  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AW0101
 AW0101  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0101
 AW0101.The horizontal coordinates were scaled from a topographic map and have
 AW0101.an estimated accuracy of +/- 6 seconds.
 AW0101
 AW0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0101.The vertical order pertains to the NGVD 29 superseded value.
 AW0101
 AW0101.The geoid height was determined by GEOID03.
 AW0101
 AW0101;                    North         East    Units  Estimated Accuracy
 AW0101;SPC TXSC     - 4,139,240.      933,820.      MT  (+/- 180 meters Scaled)
 AW0101
 AW0101                          SUPERSEDED SURVEY CONTROL
 AW0101
 AW0101  NGVD 29 (??/??/92)    8.952  (m)           29.37   (f) ADJ UNCH    1 1
 AW0101
 AW0101.Superseded values are not recommended for survey control.
 AW0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0101.See file dsdata.txt to determine how the superseded data were derived.
 AW0101
 AW0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN495157(NAD 83)
 AW0101_MARKER: DB = BENCH MARK DISK
 AW0101_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0101_SP_SET: 48 FT.
 AW0101_STAMPING: L 1206 1972
 AW0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0101
 AW0101  HISTORY     - Date     Condition        Report By
 AW0101  HISTORY     - 1972     MONUMENTED       NGS
 AW0101  HISTORY     - 1973     GOOD             NGS
 AW0101  HISTORY     - 1978     GOOD             NGS
 AW0101  HISTORY     - 19940416 POOR             USPSQD
 AW0101  HISTORY     - 20010428 MARK NOT FOUND   USPSQD
 AW0101
 AW0101                          STATION DESCRIPTION
 AW0101
 AW0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0101'IN BRAZORIA.
 AW0101'AT BRAZORIA, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND
 AW0101'STATE HIGHWAY 36 (BROOKS STREET), 35.2 FEET NORTH OF THE NORTH RAIL OF
 AW0101'THE MAIN TRACK, 12.5 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH MOST
 AW0101'SIDE TRACK, 131 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 36
 AW0101'(BROOKS STREET), 162 FEET WEST OF THE EXTENDED CENTER LINE OF MAIN
 AW0101'STREET, 38.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A METAL
 AW0101'RAILROAD SIGNAL CONTROL BOX, 48 FEET NORTH AND ACROSS THE TRACK FROM
 AW0101'THE CENTER OF A SWITCH STAND, 1.5 FEET EAST OF TELEPHONE POLE E33, A
 AW0101'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT WAS DRIVEN TO
 AW0101'GRADUAL REFUSAL AT 48 FEET, THE TOP OF WHICH IS ENCASED IN A PIPE THAT
 AW0101'PROJECTS 0.1 FOOT, AND 1.9 FEET WEST OF A WITNESS POST.
 AW0101
 AW0101                          STATION RECOVERY (1978)
 AW0101
 AW0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0101'RECOVERED IN GOOD CONDITION.
 AW0101
 AW0101                          STATION RECOVERY (1994)
 AW0101
 AW0101'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0101'MARK RECOVERED IN POOR CONDITION.
 AW0101
 AW0101                          STATION RECOVERY (2001)
 AW0101
 AW0101'RECOVERY NOTE BY US POWER SQUADRON 2001
 AW0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0049 ***********************************************************************
 AN0049  DESIGNATION -  L 1207
 AN0049  PID         -  AN0049
 AN0049  STATE/COUNTY-  TX/MATAGORDA
 AN0049  USGS QUAD   -  MIDFIELD (1995)
 AN0049
 AN0049                         *CURRENT SURVEY CONTROL
 AN0049  ___________________________________________________________________
 AN0049* NAD 83(1986)-  28 53 15.     (N)    096 08 19.     (W)     SCALED    
 AN0049* NAVD 88     -        12.27   (+/-2cm)      40.3    (feet)  VERTCON   
 AN0049  ___________________________________________________________________
 AN0049  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AN0049
 AN0049  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN0049
 AN0049.The horizontal coordinates were scaled from a topographic map and have
 AN0049.an estimated accuracy of +/- 6 seconds.
 AN0049
 AN0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0049.The vertical order pertains to the NGVD 29 superseded value.
 AN0049
 AN0049.The geoid height was determined by GEOID03.
 AN0049
 AN0049;                    North         East    Units  Estimated Accuracy
 AN0049;SPC TXSC     - 4,120,250.      879,050.      MT  (+/- 180 meters Scaled)
 AN0049
 AN0049                          SUPERSEDED SURVEY CONTROL
 AN0049
 AN0049  NGVD 29 (??/??/92)   12.312  (m)           40.39   (f) ADJ UNCH    1 1
 AN0049
 AN0049.Superseded values are not recommended for survey control.
 AN0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0049.See file dsdata.txt to determine how the superseded data were derived.
 AN0049
 AN0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS790988(NAD 83)
 AN0049_MARKER: DB = BENCH MARK DISK
 AN0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0049_SP_SET: FOUNDATION
 AN0049_STAMPING: L 1207 1972
 AN0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0049
 AN0049  HISTORY     - Date     Condition        Report By
 AN0049  HISTORY     - 1972     MONUMENTED       NGS
 AN0049  HISTORY     - 1978     GOOD             NGS
 AN0049  HISTORY     - 1991     GOOD             USPSQD
 AN0049
 AN0049                          STATION DESCRIPTION
 AN0049
 AN0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0049'4.9 MI E FROM BLESSING.
 AN0049'4.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 AN0049'OF THE SOUTHERN PACIFIC RAILROAD AT BLESSING, AT ELMATON, 0.15 MILE
 AN0049'EAST OF THE CROSSING OF FARM ROAD 1095, 7 1/4 POLES WEST OF MILEPOLE
 AN0049'270, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF
 AN0049'TRUCK SCALES AT THE USS AGRI-CHEMICALS INC., 125 FEET NORTH OF THE
 AN0049'NORTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
 AN0049
 AN0049                          STATION RECOVERY (1978)
 AN0049
 AN0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0049'RECOVERED IN GOOD CONDITION.
 AN0049
 AN0049                          STATION RECOVERY (1991)
 AN0049
 AN0049'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1079 ***********************************************************************
 AW1079  DESIGNATION -  L 1208
 AW1079  PID         -  AW1079
 AW1079  STATE/COUNTY-  TX/GALVESTON
 AW1079  USGS QUAD   -  LEAGUE CITY (1995)
 AW1079
 AW1079                         *CURRENT SURVEY CONTROL
 AW1079  ___________________________________________________________________
 AW1079* NAD 83(1986)-  29 30 30.     (N)    095 05 32.     (W)     SCALED    
 AW1079* NAVD 88     -         7.299  (meters)      23.95   (feet)  ADJUSTED  
 AW1079  ___________________________________________________________________
 AW1079  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW1079  DYNAMIC HT  -           7.289 (meters)      23.91  (feet)  COMP
 AW1079  MODELED GRAV-     979,270.9   (mgal)                       NAVD 88
 AW1079  OBS GRAVITY -     979,272.8   (mgal)                       GRAV_OBS
 AW1079
 AW1079  VERT ORDER  -  FIRST     CLASS II
 AW1079
 AW1079.The horizontal coordinates were scaled from a topographic map and have
 AW1079.an estimated accuracy of +/- 6 seconds.
 AW1079
 AW1079.The orthometric height was determined by differential leveling
 AW1079.and adjusted by the National Geodetic Survey in March 1997..
 AW1079
 AW1079.The geoid height was determined by GEOID03.
 AW1079
 AW1079.The dynamic height is computed by dividing the NAVD 88
 AW1079.geopotential number by the normal gravity value computed on the
 AW1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1079.degrees latitude (g = 980.6199 gals.).
 AW1079
 AW1079.The modeled gravity was interpolated from observed gravity values.
 AW1079.The observed gravity was obtained from relative gravimeter ties
 AW1079.to the IGSN71 gravity network.
 AW1079
 AW1079;                    North         East    Units  Estimated Accuracy
 AW1079;SPC TXSC     - 4,191,960.      978,770.      MT  (+/- 180 meters Scaled)
 AW1079
 AW1079                          SUPERSEDED SURVEY CONTROL
 AW1079
 AW1079  NAVD 88 (06/15/91)    7.379  (m)           24.21   (f) UNKNOWN     1 1
 AW1079  NGVD 29 (12/23/87)    7.376  (m)           24.20   (f) ADJUSTED    1 1
 AW1079
 AW1079.Superseded values are not recommended for survey control.
 AW1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1079.See file dsdata.txt to determine how the superseded data were derived.
 AW1079
 AW1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN971661(NAD 83)
 AW1079_MARKER: DV = VERTICAL CONTROL DISK
 AW1079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1079_SP_SET: BUILDING
 AW1079_STAMPING: L 1208 1973
 AW1079_MARK LOGO: NGS   
 AW1079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1079+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW1079
 AW1079  HISTORY     - Date     Condition        Report By
 AW1079  HISTORY     - 1973     MONUMENTED       NGS
 AW1079  HISTORY     - 1976     GOOD             NGS
 AW1079  HISTORY     - 1976     GOOD             NGS
 AW1079  HISTORY     - 1978     GOOD             NGS
 AW1079  HISTORY     - 1987     GOOD             USPSQD
 AW1079  HISTORY     - 1987     GOOD             USPSQD
 AW1079  HISTORY     - 1987     GOOD             USPSQD
 AW1079  HISTORY     - 1987     GOOD             USPSQD
 AW1079  HISTORY     - 1987     GOOD             USPSQD
 AW1079  HISTORY     - 1987     GOOD             USPSQD
 AW1079  HISTORY     - 1987     GOOD             NGS
 AW1079  HISTORY     - 1988     GOOD             USPSQD
 AW1079  HISTORY     - 1988     GOOD             USPSQD
 AW1079  HISTORY     - 1988     GOOD             USPSQD
 AW1079  HISTORY     - 1989     GOOD             USPSQD
 AW1079  HISTORY     - 1989     GOOD             USPSQD
 AW1079  HISTORY     - 1989     GOOD             USPSQD
 AW1079  HISTORY     - 1989     GOOD             USPSQD
 AW1079  HISTORY     - 1990     GOOD             USPSQD
 AW1079  HISTORY     - 1990     GOOD             USPSQD
 AW1079  HISTORY     - 19910216 GOOD             USPSQD
 AW1079  HISTORY     - 19940917 GOOD             USPSQD
 AW1079  HISTORY     - 19950617 GOOD             USPSQD
 AW1079  HISTORY     - 19961203 GOOD             NGS
 AW1079  HISTORY     - 20010127 GOOD             USPSQD
 AW1079  HISTORY     - 20031104 GOOD             USPSQD
 AW1079  HISTORY     - 20050629 GOOD             USPSQD
 AW1079
 AW1079                          STATION DESCRIPTION
 AW1079
 AW1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1079'IN LEAGUE CITY.
 AW1079'AT LEAGUE CITY, 0.1 MILE SOUTHWEST ALONG EAST GALVESTON STREET FROM
 AW1079'THE GALVESTON, HOUSTON AND HENDERSON RAILROAD, AT THE SOUTH CORNER OF
 AW1079'THE JUNCTION OF SYMMS AVENUE, AT THE LEAGUE CITY POST OFFICE, SET
 AW1079'VERTICALLY IN THE NORTHEAST BRICK WALL OF THE POST OFFICE BUILDING, 64
 AW1079'FEET SOUTHEAST OF THE CENTER LINE OF THE STREET, 39 FEET SOUTHWEST OF
 AW1079'THE EXTENDED CENTER LINE OF THE AVENUE, 0.6 FOOT SOUTHEAST OF THE
 AW1079'NORTH CORNER OF THE BUILDING, AND ABOUT 4 1/2 FEET HIGHER THAN THE
 AW1079'CONCRETE SIDEWALK.
 AW1079
 AW1079                          STATION RECOVERY (1976)
 AW1079
 AW1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1976)
 AW1079
 AW1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1978)
 AW1079
 AW1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1987)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1987 (NGB)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1987)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1987 (RH)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1987)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1987 (PJM)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1987)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1987)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1987 (JOB)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1987)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1987)
 AW1079
 AW1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1988)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1988)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1988)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1989)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1989)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1989)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1989 (JOB)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1989)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1990)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1990 (JOB)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1990)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1990 (CWT)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1991)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1991 (JJ)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1994)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1995)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (1996)
 AW1079
 AW1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1079'IN LEAGUE CITY, AT THE INTERSECTION OF GALVESTON AND CLEAR CREEK
 AW1079'STREETS, SET VERTICALLY IN THE NORTHEAST FACE OF THE BAY AREA CLUB
 AW1079'(FORMER POST OFFICE) , 47.7 M (156.5 FT) NORTHEAST OF THE CENTER OF
 AW1079'CLEAR CREEK STREET, 18.8 M (61.7 FT) SOUTHEAST OF THE CENTER OF
 AW1079'GALVESTON STREET, AND 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE.
 AW1079
 AW1079                          STATION RECOVERY (2001)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 2001 (WTJ)
 AW1079'RECOVERED IN GOOD CONDITION.
 AW1079
 AW1079                          STATION RECOVERY (2003)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1079'NO LONGER A POST OFFICE.  DISTANCES ARE CORRECT.
 AW1079
 AW1079                          STATION RECOVERY (2005)
 AW1079
 AW1079'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1079'GP IS GOOD. GO TO N29 30 30.1  W095 05 31.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0004 ***********************************************************************
 AM0004  DESIGNATION -  L 1209 USE
 AM0004  PID         -  AM0004
 AM0004  STATE/COUNTY-  TX/BRAZORIA
 AM0004  USGS QUAD   -  FREEPORT (1974)
 AM0004
 AM0004                         *CURRENT SURVEY CONTROL
 AM0004  ___________________________________________________________________
 AM0004* NAD 83(1986)-  28 58 14.     (N)    095 20 54.     (W)     SCALED    
 AM0004* NAVD 88     -         7.36   (+/-2cm)      24.1    (feet)  VERTCON   
 AM0004  ___________________________________________________________________
 AM0004  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AM0004
 AM0004  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0004
 AM0004.The horizontal coordinates were scaled from a topographic map and have
 AM0004.an estimated accuracy of +/- 6 seconds.
 AM0004
 AM0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0004.The vertical order pertains to the NGVD 29 superseded value.
 AM0004
 AM0004.The geoid height was determined by GEOID03.
 AM0004
 AM0004;                    North         East    Units  Estimated Accuracy
 AM0004;SPC TXSC     - 4,131,590.      955,820.      MT  (+/- 180 meters Scaled)
 AM0004
 AM0004                          SUPERSEDED SURVEY CONTROL
 AM0004
 AM0004  NGVD 29 (??/??/92)    7.378  (m)           24.21   (f) ADJ UNCH    1 1
 AM0004
 AM0004.Superseded values are not recommended for survey control.
 AM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0004.See file dsdata.txt to determine how the superseded data were derived.
 AM0004
 AM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN711069(NAD 83)
 AM0004_MARKER: DD = SURVEY DISK
 AM0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM0004_SP_SET: GUARDRAIL
 AM0004_STAMPING: L 1209
 AM0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0004+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 AM0004
 AM0004  HISTORY     - Date     Condition        Report By
 AM0004  HISTORY     - UNK      MONUMENTED       DOD
 AM0004  HISTORY     - 1973     GOOD             NGS
 AM0004  HISTORY     - 1977     GOOD             NGS
 AM0004  HISTORY     - 1978     GOOD             NGS
 AM0004  HISTORY     - 1988     GOOD             USPSQD
 AM0004  HISTORY     - 1990     GOOD             USPSQD
 AM0004  HISTORY     - 20050218 GOOD             USPSQD
 AM0004
 AM0004                          STATION DESCRIPTION
 AM0004
 AM0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AM0004'0.8 MI NE FROM FREEPORT.
 AM0004'0.8 MILE NORTHEAST ALONG FARM ROAD 523 (VELASCO BOULEVARD) FROM THE
 AM0004'JUNCTION OF SOUTH GULF BOULEVARD AT FREEPORT, 0.05 MILE NORTHEAST OF
 AM0004'THE JUNCTION OF AN ASPHALT ROAD SOUTHWEST ALONG THE DOW BARGE CANAL,
 AM0004'AT A CONCRETE BRIDGE OVER THE DOW BARGE CANAL, IN THE TOP AND 1.0 FOOT
 AM0004'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE GUARDRAIL OF
 AM0004'THE BRIDGE, 16 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 AM0004'ABOUT 2 FEET HIGHER THAN THE ROAD.
 AM0004
 AM0004                          STATION RECOVERY (1977)
 AM0004
 AM0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AM0004'RECOVERED IN GOOD CONDITION.
 AM0004
 AM0004                          STATION RECOVERY (1978)
 AM0004
 AM0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AM0004'RECOVERED IN GOOD CONDITION.
 AM0004
 AM0004                          STATION RECOVERY (1988)
 AM0004
 AM0004'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AM0004'RECOVERED IN GOOD CONDITION.
 AM0004
 AM0004                          STATION RECOVERY (1990)
 AM0004
 AM0004'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AM0004'RECOVERED IN GOOD CONDITION.
 AM0004
 AM0004                          STATION RECOVERY (2005)
 AM0004
 AM0004'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1285 ***********************************************************************
 AX1285  DESIGNATION -  L 121
 AX1285  PID         -  AX1285
 AX1285  STATE/COUNTY-  TX/FAYETTE
 AX1285  USGS QUAD   -  FLATONIA (1981)
 AX1285
 AX1285                         *CURRENT SURVEY CONTROL
 AX1285  ___________________________________________________________________
 AX1285* NAD 83(1986)-  29 41 12.     (N)    097 06 28.     (W)     SCALED    
 AX1285* NAVD 88     -       141.09   (+/-2cm)     462.9    (feet)  VERTCON   
 AX1285  ___________________________________________________________________
 AX1285  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AX1285
 AX1285  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1285
 AX1285.The horizontal coordinates were scaled from a topographic map and have
 AX1285.an estimated accuracy of +/- 6 seconds.
 AX1285
 AX1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1285.The vertical order pertains to the NGVD 29 superseded value.
 AX1285
 AX1285.The geoid height was determined by GEOID03.
 AX1285
 AX1285;                    North         East    Units  Estimated Accuracy
 AX1285;SPC TXSC     - 4,206,880.      783,120.      MT  (+/- 180 meters Scaled)
 AX1285
 AX1285                          SUPERSEDED SURVEY CONTROL
 AX1285
 AX1285  NGVD 29 (??/??/92)  141.042  (m)          462.74   (f) ADJ UNCH    2 0
 AX1285
 AX1285.Superseded values are not recommended for survey control.
 AX1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1285.See file dsdata.txt to determine how the superseded data were derived.
 AX1285
 AX1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT830855(NAD 83)
 AX1285_MARKER: DB = BENCH MARK DISK
 AX1285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX1285_SP_SET: BRICK PILLAR
 AX1285_STAMPING: L. 121. 1933
 AX1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX1285+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2002
 AX1285
 AX1285  HISTORY     - Date     Condition        Report By
 AX1285  HISTORY     - 1933     MONUMENTED       CGS
 AX1285  HISTORY     - 1943     GOOD             NGS
 AX1285  HISTORY     - 1988     GOOD             USPSQD
 AX1285  HISTORY     - 19970607 GOOD             USPSQD
 AX1285  HISTORY     - 20020523 GOOD             USPSQD
 AX1285
 AX1285                          STATION DESCRIPTION
 AX1285
 AX1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1285'IN FLATONIA.
 AX1285'BENCH MARK IS SET VERTICALLY IN THE CENTER OF THE NORTH FACE OF A
 AX1285'BRICK PILLAR BETWEEN THE TWO NORTH ENTRANCE DOORS OF THE POST OFFICE
 AX1285'AT FLATONIA.  IT IS ONE BLOCK SOUTH OF AND ACROSS THE TEXAS AND NEW
 AX1285'ORLEANS RAILROAD TRACK FROM THE CENTERLINE OF U.S. HIGHWAY NO. 90, 4.2
 AX1285'FEET ABOVE THE TOP OF THE BOTTOM STEP OF THE NORTH ENTRANCE OF THE
 AX1285'POST OFFICE AND IN THE CENTER OF THE PILLAR.  A DISK SET IN A DRILL
 AX1285'HOLE.
 AX1285
 AX1285                          STATION RECOVERY (1988)
 AX1285
 AX1285'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX1285'RECOVERED IN GOOD CONDITION.
 AX1285
 AX1285                          STATION RECOVERY (1997)
 AX1285
 AX1285'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1285'RECOVERED IN GOOD CONDITION.
 AX1285
 AX1285                          STATION RECOVERY (2002)
 AX1285
 AX1285'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX1285'BLDG ADDRESS IS 118 S MARKET STREET AND NE ACROSS STREET FROM POST
 AX1285'OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1067 ***********************************************************************
 AW1067  DESIGNATION -  L 1210
 AW1067  PID         -  AW1067
 AW1067  STATE/COUNTY-  TX/GALVESTON
 AW1067  USGS QUAD   -  DICKINSON (1997)
 AW1067
 AW1067                         *CURRENT SURVEY CONTROL
 AW1067  ___________________________________________________________________
 AW1067* NAD 83(1986)-  29 27 13.     (N)    095 02 20.     (W)     SCALED    
 AW1067* NAVD 88     -         4.593  (meters)      15.07   (feet)  ADJUSTED  
 AW1067  ___________________________________________________________________
 AW1067  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AW1067  DYNAMIC HT  -           4.586 (meters)      15.05  (feet)  COMP
 AW1067  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 AW1067  OBS GRAVITY -     979,270.2   (mgal)                       GRAV_OBS
 AW1067
 AW1067  VERT ORDER  -  FIRST     CLASS II
 AW1067
 AW1067.The horizontal coordinates were scaled from a topographic map and have
 AW1067.an estimated accuracy of +/- 6 seconds.
 AW1067
 AW1067.The orthometric height was determined by differential leveling
 AW1067.and adjusted by the National Geodetic Survey in March 1997..
 AW1067
 AW1067.The geoid height was determined by GEOID03.
 AW1067
 AW1067.The dynamic height is computed by dividing the NAVD 88
 AW1067.geopotential number by the normal gravity value computed on the
 AW1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1067.degrees latitude (g = 980.6199 gals.).
 AW1067
 AW1067.The modeled gravity was interpolated from observed gravity values.
 AW1067.The observed gravity was obtained from relative gravimeter ties
 AW1067.to the IGSN71 gravity network.
 AW1067
 AW1067;                    North         East    Units  Estimated Accuracy
 AW1067;SPC TXSC     - 4,186,080.      984,140.      MT  (+/- 180 meters Scaled)
 AW1067
 AW1067                          SUPERSEDED SURVEY CONTROL
 AW1067
 AW1067  NAVD 88 (06/15/91)    4.638  (m)           15.22   (f) UNKNOWN     1 1
 AW1067  NGVD 29 (12/23/87)    4.634  (m)           15.20   (f) ADJUSTED    1 1
 AW1067
 AW1067.Superseded values are not recommended for survey control.
 AW1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1067.See file dsdata.txt to determine how the superseded data were derived.
 AW1067
 AW1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN022599(NAD 83)
 AW1067_MARKER: DV = VERTICAL CONTROL DISK
 AW1067_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW1067_SP_SET: COPPER-CLAD STEEL ROD
 AW1067_STAMPING: L 1210 1973
 AW1067_MARK LOGO: NGS   
 AW1067_PROJECTION: FLUSH
 AW1067_MAGNETIC: I = MARKER IS A STEEL ROD
 AW1067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1067+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW1067_ROD/PIPE-DEPTH: 4.9  meters
 AW1067
 AW1067  HISTORY     - Date     Condition        Report By
 AW1067  HISTORY     - 1973     MONUMENTED       NGS
 AW1067  HISTORY     - 1976     GOOD             NGS
 AW1067  HISTORY     - 1976     GOOD             NGS
 AW1067  HISTORY     - 1978     GOOD             NGS
 AW1067  HISTORY     - 1983     GOOD             NGS
 AW1067  HISTORY     - 1987     GOOD             NGS
 AW1067  HISTORY     - 1989     GOOD             USPSQD
 AW1067  HISTORY     - 1989     GOOD             USPSQD
 AW1067  HISTORY     - 1989     GOOD             USPSQD
 AW1067  HISTORY     - 1989     GOOD             USPSQD
 AW1067  HISTORY     - 1989     GOOD             USPSQD
 AW1067  HISTORY     - 1990     GOOD             USPSQD
 AW1067  HISTORY     - 19950624 GOOD             USPSQD
 AW1067  HISTORY     - 19961203 GOOD             NGS
 AW1067  HISTORY     - 20030531 GOOD             USPSQD
 AW1067  HISTORY     - 20040628 GOOD             USPSQD
 AW1067  HISTORY     - 20050629 GOOD             USPSQD
 AW1067
 AW1067                          STATION DESCRIPTION
 AW1067
 AW1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1067'0.95 MI SE FROM DICKINSON.
 AW1067'0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF FARM
 AW1067'ROAD 517 AT DICKINSON, AT THE CROSSING OF HIGHES ROAD, 74.5 FEET
 AW1067'NORTHEAST OF THE NORTHEAST RAIL OF THE GALVESTON, HOUSTON AND
 AW1067'HENDERSON RAILROAD, 34 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW1067'HIGHWAY, 16.5 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE SHELL
 AW1067'ROAD NORTHWEST, 1.2 FEET SOUTHWEST OF A FENCE, 1.5 FEET WEST OF A
 AW1067'FENCE CORNER, 1.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 AW1067'THE ROAD AND THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 AW1067'ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 16 FEET.  THE UPPER
 AW1067'PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT
 AW1067'ABOVE THE GROUND.
 AW1067
 AW1067                          STATION RECOVERY (1976)
 AW1067
 AW1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (1976)
 AW1067
 AW1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (1978)
 AW1067
 AW1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (1983)
 AW1067
 AW1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (1987)
 AW1067
 AW1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (1989)
 AW1067
 AW1067'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (1989)
 AW1067
 AW1067'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (1989)
 AW1067
 AW1067'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (1989)
 AW1067
 AW1067'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (1989)
 AW1067
 AW1067'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (1990)
 AW1067
 AW1067'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (1995)
 AW1067
 AW1067'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (1996)
 AW1067
 AW1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1067'IN DICKINSON, AT THE INTERSECTION OF HUGES ROAD AND THE BURLINGTON
 AW1067'NORTHERN RAILROAD, 22.4 M (73.5 FT) NORTHEAST OF THE NEAR RAIL, 9.9 M
 AW1067'(32.5 FT) NORTH OF THE ROAD CENTER, 0.5 M (1.6 FT) NORTHEAST OF A
 AW1067'METAL POST, 0.5 M (1.6 FT) NORTH OF A UTILITY POLE, 0.4 M (1.3 FT)
 AW1067'SOUTH OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AW1067'ROAD.  NOTE--THE DISK IS ENCLOSED IN A 4-INCH PVC PIPE AND IS FLUSH
 AW1067'WITH THE GROUND SURFACE.
 AW1067
 AW1067                          STATION RECOVERY (2003)
 AW1067
 AW1067'RECOVERY NOTE BY US POWER SQUADRON 2003 (DM)
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (2004)
 AW1067
 AW1067'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1067'RECOVERED IN GOOD CONDITION.
 AW1067
 AW1067                          STATION RECOVERY (2005)
 AW1067
 AW1067'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1067'GO TO N29 27 14.1  W095 02 20.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2273 ***********************************************************************
 AW2273  DESIGNATION -  L 1211
 AW2273  PID         -  AW2273
 AW2273  STATE/COUNTY-  TX/HARRIS
 AW2273  USGS QUAD   -  ALIEF (1995)
 AW2273
 AW2273                         *CURRENT SURVEY CONTROL
 AW2273  ___________________________________________________________________
 AW2273* NAD 83(1986)-  29 44 27.     (N)    095 31 16.     (W)     SCALED    
 AW2273* NAVD 88     -        20.274  (meters)      66.52   (feet)  ADJUSTED  
 AW2273  ___________________________________________________________________
 AW2273  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW2273  DYNAMIC HT  -          20.247 (meters)      66.43  (feet)  COMP
 AW2273  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 AW2273
 AW2273  VERT ORDER  -  FIRST     CLASS II
 AW2273
 AW2273.The horizontal coordinates were scaled from a topographic map and have
 AW2273.an estimated accuracy of +/- 6 seconds.
 AW2273
 AW2273.The orthometric height was determined by differential leveling
 AW2273.and adjusted by the National Geodetic Survey in June 1991..
 AW2273
 AW2273.The geoid height was determined by GEOID03.
 AW2273
 AW2273.The dynamic height is computed by dividing the NAVD 88
 AW2273.geopotential number by the normal gravity value computed on the
 AW2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2273.degrees latitude (g = 980.6199 gals.).
 AW2273
 AW2273.The modeled gravity was interpolated from observed gravity values.
 AW2273
 AW2273;                    North         East    Units  Estimated Accuracy
 AW2273;SPC TXSC     - 4,216,410.      936,450.      MT  (+/- 180 meters Scaled)
 AW2273
 AW2273                          SUPERSEDED SURVEY CONTROL
 AW2273
 AW2273  NGVD 29 (12/23/87)   20.269  (m)           66.50   (f) ADJUSTED    1 2
 AW2273
 AW2273.Superseded values are not recommended for survey control.
 AW2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2273.See file dsdata.txt to determine how the superseded data were derived.
 AW2273
 AW2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN561927(NAD 83)
 AW2273_MARKER: DB = BENCH MARK DISK
 AW2273_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2273_SP_SET: COPPER-CLAD STEEL ROD
 AW2273_STAMPING: L 1211 1973
 AW2273_MARK LOGO: NGS   
 AW2273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2273
 AW2273  HISTORY     - Date     Condition        Report By
 AW2273  HISTORY     - 1973     MONUMENTED       NGS
 AW2273  HISTORY     - 1978     GOOD             NGS
 AW2273  HISTORY     - 1983     GOOD             NGS
 AW2273  HISTORY     - 1986     GOOD             NGS
 AW2273  HISTORY     - 1987     GOOD             USPSQD
 AW2273  HISTORY     - 1990     GOOD             USPSQD
 AW2273  HISTORY     - 19931112 GOOD             USPSQD
 AW2273  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2273
 AW2273                          STATION DESCRIPTION
 AW2273
 AW2273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2273'5.65 MI NW FROM BELLAIRE.
 AW2273'2.25 MILES NORTH ALONG RICE AVENUE FROM THE JUNCTION OF BELLAIRE
 AW2273'BOULEVARD AT BELLAIRE, THENCE 0.35 MILE WEST ALONG WEST ALABAMA
 AW2273'STREET, THENCE 2.8 MILES WEST ALONG WESTHEIMER ROAD, THENCE 0.25 MILE
 AW2273'NORTH ALONG FONDREN ROAD, 3.45 MILES SOUTH OF HEDWIG VILLAGE, AT THE
 AW2273'JUNCTION OF A SHORT ASPHALT ROAD EAST TO A SEWAGE TREATMENT STRUCTURE,
 AW2273'53 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 13 1/2 FEET SOUTH OF
 AW2273'THE CENTER LINE OF THE ROAD EAST, 14.9 FEET WEST-SOUTHWEST OF THE
 AW2273'SOUTHWEST CORNER OF A 17- BY 19-FOOT STRUCTURE, 1 1/2 FEET SOUTH OF
 AW2273'POWER POLE 480, 1.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 AW2273'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO
 AW2273'GRADUAL REFUSAL AT A DEPTH OF 24 FEET.  THE UPPER PORTION OF THE ROD
 AW2273'IS ENCASED IN A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 AW2273
 AW2273                          STATION RECOVERY (1978)
 AW2273
 AW2273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2273'ADD=28 FEET NORTH OF THE CENTERLINE OF WOODWAY DRIVE.  DELETE=14.9
 AW2273'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A 17X19 FEET STRUCTURE.
 AW2273
 AW2273                          STATION RECOVERY (1983)
 AW2273
 AW2273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2273'RECOVERED IN GOOD CONDITION.  NOTE, DELETE POWER POLE 480, ADD POWER
 AW2273'POLE NUMBER 92380.
 AW2273
 AW2273                          STATION RECOVERY (1986)
 AW2273
 AW2273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2273'RECOVERED IN GOOD CONDITION EXCEPT ADD 8.8 METERS (29.0 FT) NORTH OF
 AW2273'THE CENTERLINE OF WOODWAY DRIVE AND 0.3 METER (1.0 FT) SOUTH OF POWER
 AW2273'POLE 92380.
 AW2273
 AW2273                          STATION RECOVERY (1987)
 AW2273
 AW2273'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2273'RECOVERED IN GOOD CONDITION.
 AW2273
 AW2273                          STATION RECOVERY (1990)
 AW2273
 AW2273'RECOVERY NOTE BY US POWER SQUADRON 1990 (WT)
 AW2273'RECOVERED IN GOOD CONDITION.
 AW2273
 AW2273                          STATION RECOVERY (1993)
 AW2273
 AW2273'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2273'RECOVERED IN GOOD CONDITION.
 AW2273
 AW2273                          STATION RECOVERY (2004)
 AW2273
 AW2273'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2273'WITNESS POST BUT NO DISK FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4693 ***********************************************************************
 AW4693  DESIGNATION -  L 1212
 AW4693  PID         -  AW4693
 AW4693  STATE/COUNTY-  TX/FORT BEND
 AW4693  USGS QUAD   -  RICHMOND (1980)
 AW4693
 AW4693                         *CURRENT SURVEY CONTROL
 AW4693  ___________________________________________________________________
 AW4693* NAD 83(1986)-  29 36 55.     (N)    095 48 34.     (W)     SCALED    
 AW4693* NAVD 88     -        27.640  (meters)      90.68   (feet)  ADJUSTED  
 AW4693  ___________________________________________________________________
 AW4693  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW4693  DYNAMIC HT  -          27.601 (meters)      90.55  (feet)  COMP
 AW4693  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 AW4693
 AW4693  VERT ORDER  -  FIRST     CLASS II
 AW4693
 AW4693.The horizontal coordinates were scaled from a topographic map and have
 AW4693.an estimated accuracy of +/- 6 seconds.
 AW4693
 AW4693.The orthometric height was determined by differential leveling
 AW4693.and adjusted by the National Geodetic Survey in June 1991..
 AW4693
 AW4693.The geoid height was determined by GEOID03.
 AW4693
 AW4693.The dynamic height is computed by dividing the NAVD 88
 AW4693.geopotential number by the normal gravity value computed on the
 AW4693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4693.degrees latitude (g = 980.6199 gals.).
 AW4693
 AW4693.The modeled gravity was interpolated from observed gravity values.
 AW4693
 AW4693;                    North         East    Units  Estimated Accuracy
 AW4693;SPC TXSC     - 4,201,700.      908,950.      MT  (+/- 180 meters Scaled)
 AW4693
 AW4693                          SUPERSEDED SURVEY CONTROL
 AW4693
 AW4693  NGVD 29 (12/23/87)   27.635  (m)           90.67   (f) ADJUSTED    1 2
 AW4693
 AW4693.Superseded values are not recommended for survey control.
 AW4693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4693.See file dsdata.txt to determine how the superseded data were derived.
 AW4693
 AW4693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN279794(NAD 83)
 AW4693_MARKER: DB = BENCH MARK DISK
 AW4693_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4693_SP_SET: CULVERT HEADWALL
 AW4693_STAMPING: L 1212 1973
 AW4693_MARK LOGO: NGS   
 AW4693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4693+STABILITY: SURFACE MOTION
 AW4693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4693+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 AW4693
 AW4693  HISTORY     - Date     Condition        Report By
 AW4693  HISTORY     - 1973     MONUMENTED       NGS
 AW4693  HISTORY     - 1986     GOOD             NGS
 AW4693  HISTORY     - 1988     GOOD             USPSQD
 AW4693  HISTORY     - 1990     GOOD             USPSQD
 AW4693  HISTORY     - 19931204 GOOD             USPSQD
 AW4693  HISTORY     - 19991120 GOOD             USPSQD
 AW4693  HISTORY     - 20051114 GOOD             WALLAC
 AW4693
 AW4693                          STATION DESCRIPTION
 AW4693
 AW4693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4693'4.05 MI N FROM ROSENBERG.
 AW4693'0.25 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4693'THE STATION AT ROSENBERG, THENCE 3.8 MILES NORTH ALONG FARM ROAD 723,
 AW4693'0.4 MILE SOUTH OF THE JUNCTION OF BEATLE DRIVE, IN THE TOP AND 2.0
 AW4693'FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A LARGE
 AW4693'CONCRETE BOX CULVERT, 30 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 AW4693'AND ABOUT LEVEL WITH THE ROAD.
 AW4693
 AW4693                          STATION RECOVERY (1986)
 AW4693
 AW4693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4693'RECOVERED IN GOOD CONDITION.
 AW4693
 AW4693                          STATION RECOVERY (1988)
 AW4693
 AW4693'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4693'RECOVERED IN GOOD CONDITION.
 AW4693
 AW4693                          STATION RECOVERY (1990)
 AW4693
 AW4693'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4693'RECOVERED IN GOOD CONDITION.
 AW4693
 AW4693                          STATION RECOVERY (1993)
 AW4693
 AW4693'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4693'RECOVERED IN GOOD CONDITION.
 AW4693
 AW4693                          STATION RECOVERY (1999)
 AW4693
 AW4693'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4693'RECOVERED IN GOOD CONDITION.
 AW4693
 AW4693                          STATION RECOVERY (2005)
 AW4693
 AW4693'RECOVERY NOTE BY THE WALLACE GROUP INC 2005 (MJM)
 AW4693'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2360 ***********************************************************************
 AW2360  DESIGNATION -  L 1213
 AW2360  PID         -  AW2360
 AW2360  STATE/COUNTY-  TX/FORT BEND
 AW2360  USGS QUAD   -  MISSOURI CITY (1995)
 AW2360
 AW2360                         *CURRENT SURVEY CONTROL
 AW2360  ___________________________________________________________________
 AW2360* NAD 83(1986)-  29 30 01.     (N)    095 30 59.     (W)     SCALED    
 AW2360* NAVD 88     -        18.368  (meters)      60.26   (feet)  ADJUSTED  
 AW2360  ___________________________________________________________________
 AW2360  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW2360  DYNAMIC HT  -          18.343 (meters)      60.18  (feet)  COMP
 AW2360  MODELED GRAV-     979,265.5   (mgal)                       NAVD 88
 AW2360
 AW2360  VERT ORDER  -  FIRST     CLASS II
 AW2360
 AW2360.The horizontal coordinates were scaled from a topographic map and have
 AW2360.an estimated accuracy of +/- 6 seconds.
 AW2360
 AW2360.The orthometric height was determined by differential leveling
 AW2360.and adjusted by the National Geodetic Survey in June 1991..
 AW2360
 AW2360.The geoid height was determined by GEOID03.
 AW2360
 AW2360.The dynamic height is computed by dividing the NAVD 88
 AW2360.geopotential number by the normal gravity value computed on the
 AW2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2360.degrees latitude (g = 980.6199 gals.).
 AW2360
 AW2360.The modeled gravity was interpolated from observed gravity values.
 AW2360
 AW2360;                    North         East    Units  Estimated Accuracy
 AW2360;SPC TXSC     - 4,189,770.      937,700.      MT  (+/- 180 meters Scaled)
 AW2360
 AW2360                          SUPERSEDED SURVEY CONTROL
 AW2360
 AW2360  NGVD 29 (12/23/87)   18.364  (m)           60.25   (f) ADJUSTED    1 2
 AW2360
 AW2360.Superseded values are not recommended for survey control.
 AW2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2360.See file dsdata.txt to determine how the superseded data were derived.
 AW2360
 AW2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN560660(NAD 83)
 AW2360_MARKER: DB = BENCH MARK DISK
 AW2360_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW2360_SP_SET: COPPER-CLAD STEEL ROD
 AW2360_STAMPING: L 1213 1973
 AW2360_MARK LOGO: NGS   
 AW2360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2360
 AW2360  HISTORY     - Date     Condition        Report By
 AW2360  HISTORY     - 1973     MONUMENTED       NGS
 AW2360  HISTORY     - 1978     GOOD             NGS
 AW2360  HISTORY     - 1987     GOOD             NGS
 AW2360  HISTORY     - 19931204 MARK NOT FOUND   USPSQD
 AW2360
 AW2360                          STATION DESCRIPTION
 AW2360
 AW2360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2360'3.7 MI W FROM ARCOLA.
 AW2360'0.5 MILE SOUTH ALONG STATE HIGHWAY 288 FROM THE INTERSECTION OF STATE
 AW2360'HIGHWAY 6 AT ARCOLA, THENCE 3.2 MILES WEST ALONG THE ATCHISON, TOPEKA
 AW2360'AND SANTA FE RAILWAY, 0.1 MILE WEST OF MILEPOLE 46, AT THE CROSSING OF
 AW2360'THE MISSOURI PACIFIC RAILROAD AND A PRIVATE ROAD AT SUGAR LAND
 AW2360'JUNCTION, 74.0 FEET NORTH OF THE NORTH RAIL OF THE ATCHISON, TOPEKA
 AW2360'AND SANTA FE RAILWAY, 34.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 AW2360'MISSOURI PACIFIC RAILROAD, 13 FEET EAST OF THE CENTER LINE OF THE
 AW2360'PRIVATE ROAD, 77 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE
 AW2360'TRACKS, 5 1/2 FEET WEST OF THE WEST END OF A METAL GATE, 1.0 FOOT
 AW2360'SOUTH OF A FENCE, 1.3 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER
 AW2360'THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 AW2360'DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 56 FEET.  THE UPPER PORTION OF
 AW2360'THE ROD IS ENCASED IN A CONCRETE POST FLUSH WITH THE GROUND.
 AW2360
 AW2360                          STATION RECOVERY (1978)
 AW2360
 AW2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2360'RECOVERED IN GOOD CONDITION.
 AW2360
 AW2360                          STATION RECOVERY (1987)
 AW2360
 AW2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2360'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AW2360'ADD--ALSO 6.9 KM (4.3 MI) EAST ALONG THE ATCHISON TOPEKA AND SANTA FE
 AW2360'RAILROAD FROM THE POST OFFICE IN THOMPSONS.
 AW2360
 AW2360                          STATION RECOVERY (1993)
 AW2360
 AW2360'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2365 ***********************************************************************
 AW2365  DESIGNATION -  L 1214
 AW2365  PID         -  AW2365
 AW2365  STATE/COUNTY-  TX/FORT BEND
 AW2365  USGS QUAD   -  MISSOURI CITY (1995)
 AW2365
 AW2365                         *CURRENT SURVEY CONTROL
 AW2365  ___________________________________________________________________
 AW2365* NAD 83(1986)-  29 32 45.     (N)    095 32 56.     (W)     SCALED    
 AW2365* NAVD 88     -        20.635  (meters)      67.70   (feet)  ADJUSTED  
 AW2365  ___________________________________________________________________
 AW2365  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AW2365  DYNAMIC HT  -          20.607 (meters)      67.61  (feet)  COMP
 AW2365  MODELED GRAV-     979,268.3   (mgal)                       NAVD 88
 AW2365  OBS GRAVITY -     979,270.0   (mgal)                       GRAV_OBS
 AW2365
 AW2365  VERT ORDER  -  FIRST     CLASS II
 AW2365
 AW2365.The horizontal coordinates were scaled from a topographic map and have
 AW2365.an estimated accuracy of +/- 6 seconds.
 AW2365
 AW2365.The orthometric height was determined by differential leveling
 AW2365.and adjusted by the National Geodetic Survey in June 1991..
 AW2365
 AW2365.The geoid height was determined by GEOID03.
 AW2365
 AW2365.The dynamic height is computed by dividing the NAVD 88
 AW2365.geopotential number by the normal gravity value computed on the
 AW2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2365.degrees latitude (g = 980.6199 gals.).
 AW2365
 AW2365.The modeled gravity was interpolated from observed gravity values.
 AW2365.The observed gravity was obtained from relative gravimeter ties
 AW2365.to the IGSN71 gravity network.
 AW2365
 AW2365;                    North         East    Units  Estimated Accuracy
 AW2365;SPC TXSC     - 4,194,730.      934,400.      MT  (+/- 180 meters Scaled)
 AW2365
 AW2365                          SUPERSEDED SURVEY CONTROL
 AW2365
 AW2365  NGVD 29 (12/23/87)   20.631  (m)           67.69   (f) ADJUSTED    1 2
 AW2365
 AW2365.Superseded values are not recommended for survey control.
 AW2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2365.See file dsdata.txt to determine how the superseded data were derived.
 AW2365
 AW2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN530711(NAD 83)
 AW2365_MARKER: DB = BENCH MARK DISK
 AW2365_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW2365_SP_SET: BRIDGE CURB
 AW2365_STAMPING: L 1214 1973 RM 6
 AW2365_MARK LOGO: NGS   
 AW2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2365
 AW2365  HISTORY     - Date     Condition        Report By
 AW2365  HISTORY     - 1973     MONUMENTED       NGS
 AW2365  HISTORY     - 1978     GOOD             NGS
 AW2365  HISTORY     - 1986     GOOD             NGS
 AW2365  HISTORY     - 1987     GOOD             USPSQD
 AW2365  HISTORY     - 1987     GOOD             USPSQD
 AW2365  HISTORY     - 1989     GOOD             USPSQD
 AW2365  HISTORY     - 19940814 GOOD             USPSQD
 AW2365  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2365  HISTORY     - 20050707 MARK NOT FOUND   USPSQD
 AW2365
 AW2365                          STATION DESCRIPTION
 AW2365
 AW2365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2365'7.85 MI SE FROM SUGAR LAND.
 AW2365'1.15 MILES SOUTH ALONG STATE HIGHWAY SPUR 58 FROM THE JUNCTION OF U.S.
 AW2365'HIGHWAY 59 AT SUGAR LAND, THENCE 6.7 MILES SOUTHEAST ALONG STATE
 AW2365'HIGHWAY 6, 0.5 MILE SOUTHEAST OF THE JUNCTION OF SENIOR ROAD, IN THE
 AW2365'TOP OF THE SOUTHWEST CONCRETE CURB OF A CONCRETE BRIDGE OVER FLAT BANK
 AW2365'CREEK, 6.6 FEET NORTHWEST OF THE SOUTHEAST END OF THE CURB, 22 1/2
 AW2365'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 AW2365'HIGHER THAN THE HIGHWAY.
 AW2365
 AW2365                          STATION RECOVERY (1978)
 AW2365
 AW2365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2365'RECOVERED.  NOTE=SHOULD READ FROM JUNCTION OF U.S. HIGHWAY 90 ALTERNAT
 AW2365'INSTEAD OF U.S. HIGHWAY 59.
 AW2365
 AW2365                          STATION RECOVERY (1986)
 AW2365
 AW2365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2365'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION AND 1978 RECOVERY
 AW2365'NOTES ARE ADEQUATE EXCEPT ADD A RUBBING WAS TAKEN AND THE STAMPING IS
 AW2365'L 1214 1973 RM 6.
 AW2365
 AW2365                          STATION RECOVERY (1987)
 AW2365
 AW2365'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCC)
 AW2365'RECOVERED IN GOOD CONDITION.
 AW2365
 AW2365                          STATION RECOVERY (1987)
 AW2365
 AW2365'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2365'RECOVERED IN GOOD CONDITION.
 AW2365
 AW2365                          STATION RECOVERY (1989)
 AW2365
 AW2365'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW2365'RECOVERED IN GOOD CONDITION.
 AW2365
 AW2365                          STATION RECOVERY (1994)
 AW2365
 AW2365'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2365'RECOVERED IN GOOD CONDITION.
 AW2365
 AW2365                          STATION RECOVERY (2004)
 AW2365
 AW2365'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2365'MARK NOT FOUND.
 AW2365
 AW2365                          STATION RECOVERY (2005)
 AW2365
 AW2365'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0329 ***********************************************************************
 AW0329  DESIGNATION -  L 1215
 AW0329  PID         -  AW0329
 AW0329  STATE/COUNTY-  TX/HARRIS
 AW0329  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0329
 AW0329                         *CURRENT SURVEY CONTROL
 AW0329  ___________________________________________________________________
 AW0329* NAD 83(1986)-  29 47 00.     (N)    095 24 35.     (W)     SCALED    
 AW0329* NAVD 88     -        17.00   (+/-2cm)      55.8    (feet)  VERTCON   
 AW0329  ___________________________________________________________________
 AW0329  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW0329
 AW0329  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0329
 AW0329.The horizontal coordinates were scaled from a topographic map and have
 AW0329.an estimated accuracy of +/- 6 seconds.
 AW0329
 AW0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0329.The vertical order pertains to the NGVD 29 superseded value.
 AW0329
 AW0329.The geoid height was determined by GEOID03.
 AW0329
 AW0329;                    North         East    Units  Estimated Accuracy
 AW0329;SPC TXSC     - 4,221,440.      947,070.      MT  (+/- 180 meters Scaled)
 AW0329
 AW0329                          SUPERSEDED SURVEY CONTROL
 AW0329
 AW0329  NGVD 29 (??/??/??)   16.994  (m)           55.75   (f) ADJUSTED    1 1
 AW0329
 AW0329.Superseded values are not recommended for survey control.
 AW0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0329.See file dsdata.txt to determine how the superseded data were derived.
 AW0329
 AW0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN670972(NAD 83)
 AW0329_MARKER: DB = BENCH MARK DISK
 AW0329_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0329_SP_SET: 29.5 FT.
 AW0329_STAMPING: L 1215 1973
 AW0329_MARK LOGO: NGS   
 AW0329_PROJECTION: PROJECTING 4 CENTIMETERS
 AW0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0329_ROD/PIPE-DEPTH: 9.0  meters
 AW0329
 AW0329  HISTORY     - Date     Condition        Report By
 AW0329  HISTORY     - 1973     MONUMENTED       NGS
 AW0329  HISTORY     - 1976     GOOD             NGS
 AW0329  HISTORY     - 1976     GOOD             NGS
 AW0329  HISTORY     - 1978     GOOD             NGS
 AW0329  HISTORY     - 1983     GOOD             NGS
 AW0329  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0329  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AW0329
 AW0329                          STATION DESCRIPTION
 AW0329
 AW0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0329'3.6 MI W FROM HOUSTON.
 AW0329'ABOUT 3.6 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0329'SWITCH CONTROL BUILDING NO. 108 AT HOUSTON, AT NORTH SHEPHERD DR.
 AW0329'CROSSING, 5.7 FEET EAST OF A TELEPHONE POLE L3K, 48 FEET EAST OF THE
 AW0329'CENTERLINE OF NORTH SHEPHERD DR., 29 1/2 FEET NORTH OF THE NORTH RAIL
 AW0329'OF THE MAIN TRACK, 5.7 FEET NORTH OF THE NORTHEAST CORNER OF A
 AW0329'CONCRETE FOUNDATION SUPPORTING A SIGNAL BOX, 42 FEET SOUTH OF THE
 AW0329'CENTER LINE OF WEST 7TH STREET, 52.9 FEET NORTHEAST OF BM B760, 1.2
 AW0329'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AW0329'TRACKS, AND IS A DISK SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD
 AW0329'AND PROTECTED BY A 6-INCH STEEL PIPE WHICH PROJECTS 0.2 FOOT. THE ROD
 AW0329'WAS DRIVEN AT REFUSAL TO A DEPTH OF 29.5 FEET.
 AW0329
 AW0329                          STATION RECOVERY (1976)
 AW0329
 AW0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0329'RECOVERED IN GOOD CONDITION.
 AW0329
 AW0329                          STATION RECOVERY (1976)
 AW0329
 AW0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0329'RECOVERED IN GOOD CONDITION.
 AW0329
 AW0329                          STATION RECOVERY (1978)
 AW0329
 AW0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0329'RECOVERED IN GOOD CONDITION.
 AW0329
 AW0329                          STATION RECOVERY (1983)
 AW0329
 AW0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0329'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0329'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0329'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0329'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0329'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 6.0 KM (3.7 MI) WEST-NORTHWEST
 AW0329'ALONG THE RAILROAD, AT THE CROSSING OF NORTH SHEPARD DRIVE,
 AW0329'14.63 METERS (48.0 FT) EAST OF THE CENTERLINE OF NORTH SHEPARD DRIVE,
 AW0329'8.99 METERS (29.5 FT) NORTH OF THE NORTH RAIL OF THE TRACKS,
 AW0329'12.80 METERS (42.0 FT) SOUTH OF THE CENTERLINE OF WEST 7TH STREET,
 AW0329'16.12 METERS (52.9 FT) NORTH-NORTHEAST OF BENCH MARK B 760,
 AW0329'3.20 METERS (10.5 FT) WEST-NORTHWEST OF A METAL SIGNAL CONTROL BOX,
 AW0329'AND 1.74 METERS (5.7 FT) EAST OF TELEPHONE POLE NUMBER L 3 K.
 AW0329'THE MARK IS 0.1 METERS  E FROM A WITNESS POST.
 AW0329'THE MARK IS 0.6 M BELOW TRACKS.
 AW0329
 AW0329                          STATION RECOVERY (1986)
 AW0329
 AW0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0329'THERE HAS BEEN GRADING AT THIS LOCATION.
 AW0329
 AW0329                          STATION RECOVERY (1991)
 AW0329
 AW0329'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AW0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1588 ***********************************************************************
 BL1588  DESIGNATION -  L 1216
 BL1588  PID         -  BL1588
 BL1588  STATE/COUNTY-  TX/HARRIS
 BL1588  USGS QUAD   -  HOCKLEY (1980)
 BL1588
 BL1588                         *CURRENT SURVEY CONTROL
 BL1588  ___________________________________________________________________
 BL1588* NAD 83(1986)-  30 04 40.     (N)    095 45 33.     (W)     SCALED    
 BL1588* NAVD 88     -        70.093  (meters)     229.96   (feet)  ADJUSTED  
 BL1588  ___________________________________________________________________
 BL1588  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BL1588  DYNAMIC HT  -          69.998 (meters)     229.65  (feet)  COMP
 BL1588  MODELED GRAV-     979,287.5   (mgal)                       NAVD 88
 BL1588
 BL1588  VERT ORDER  -  FIRST     CLASS II
 BL1588
 BL1588.The horizontal coordinates were scaled from a topographic map and have
 BL1588.an estimated accuracy of +/- 6 seconds.
 BL1588
 BL1588.The orthometric height was determined by differential leveling
 BL1588.and adjusted by the National Geodetic Survey in June 1991..
 BL1588
 BL1588.The geoid height was determined by GEOID03.
 BL1588
 BL1588.The dynamic height is computed by dividing the NAVD 88
 BL1588.geopotential number by the normal gravity value computed on the
 BL1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1588.degrees latitude (g = 980.6199 gals.).
 BL1588
 BL1588.The modeled gravity was interpolated from observed gravity values.
 BL1588
 BL1588;                    North         East    Units  Estimated Accuracy
 BL1588;SPC TXSC     - 4,253,080.      912,400.      MT  (+/- 180 meters Scaled)
 BL1588
 BL1588                          SUPERSEDED SURVEY CONTROL
 BL1588
 BL1588  NGVD 29 (12/23/87)   70.087  (m)          229.94   (f) ADJUSTED    1 2
 BL1588
 BL1588.Superseded values are not recommended for survey control.
 BL1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1588.See file dsdata.txt to determine how the superseded data were derived.
 BL1588
 BL1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP340306(NAD 83)
 BL1588_MARKER: DB = BENCH MARK DISK
 BL1588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BL1588+WITH SETTING: INFORMATION.
 BL1588_SP_SET: SHALLOW-SET METAL ROD
 BL1588_STAMPING: L 1216 1973
 BL1588_MARK LOGO: NGS   
 BL1588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BL1588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1588+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 BL1588
 BL1588  HISTORY     - Date     Condition        Report By
 BL1588  HISTORY     - 1973     MONUMENTED       NGS
 BL1588  HISTORY     - 1978     GOOD             NGS
 BL1588  HISTORY     - 1986     GOOD             NGS
 BL1588  HISTORY     - 19940326 GOOD             USPSQD
 BL1588  HISTORY     - 20050825 GOOD             GEOCAC
 BL1588
 BL1588                          STATION DESCRIPTION
 BL1588
 BL1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1588'8.25 MI NE FROM HOCKLEY.
 BL1588'ABOUT 3 MILES NORTH ALONG HEGAR RD. FROM THE JUNCTION OF US HIGHWAY
 BL1588'290 AND HEGAR RD., THENCE 5.25 MILES EAST ALONG WALLER-TOMBALL RD., AT
 BL1588'THE ENTRANCE TO NEW KENTUCKY PARK, 66.8 FEET NORTHWEST OF THE CENTER
 BL1588'LINE OF WALLER-TOMBALL RD., 31 FEET WEST OF THE CENTER LINE OF A CHAIN
 BL1588'LINK GATE AT THE ENTRANCE TO THE PARK, 27.9 FEET SOUTHWEST OF THE
 BL1588'CENTER LINE OF THE PAVED DRIVE LEADING NORTHWEST TO THE PARK, 1.7 FEET
 BL1588'NORTHEAST OF A CHAIN LINK FENCE, 0.9 FOOT SOUTHEAST OF A METAL WITNESS
 BL1588'POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IS A DISK SET ON TOP OF
 BL1588'A 4-FOOT LENGTH OF 5/8-INCH COPPER COATED STEEL ROD, AND PROTECTED BY
 BL1588'A 6-INCH METAL PIPE FLUSH WITH THE GROUND.
 BL1588
 BL1588                          STATION RECOVERY (1978)
 BL1588
 BL1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1588'RECOVERED IN GOOD CONDITION.
 BL1588
 BL1588                          STATION RECOVERY (1986)
 BL1588
 BL1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1588'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1588'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1588
 BL1588                          STATION RECOVERY (1994)
 BL1588
 BL1588'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1588'RECOVERED IN GOOD CONDITION.
 BL1588
 BL1588                          STATION RECOVERY (2005)
 BL1588
 BL1588'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1239 ***********************************************************************
 BL1239  DESIGNATION -  L 1217
 BL1239  PID         -  BL1239
 BL1239  STATE/COUNTY-  TX/HARRIS
 BL1239  USGS QUAD   -  HUFFMAN (1980)
 BL1239
 BL1239                         *CURRENT SURVEY CONTROL
 BL1239  ___________________________________________________________________
 BL1239* NAD 83(1986)-  30 00 48.     (N)    095 05 33.     (W)     SCALED    
 BL1239* NAVD 88     -        20.744  (meters)      68.06   (feet)  ADJUSTED  
 BL1239  ___________________________________________________________________
 BL1239  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1239  DYNAMIC HT  -          20.716 (meters)      67.97  (feet)  COMP
 BL1239  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 BL1239
 BL1239  VERT ORDER  -  FIRST     CLASS II
 BL1239
 BL1239.The horizontal coordinates were scaled from a topographic map and have
 BL1239.an estimated accuracy of +/- 6 seconds.
 BL1239
 BL1239.The orthometric height was determined by differential leveling
 BL1239.and adjusted by the National Geodetic Survey in June 1991..
 BL1239
 BL1239.The geoid height was determined by GEOID03.
 BL1239
 BL1239.The dynamic height is computed by dividing the NAVD 88
 BL1239.geopotential number by the normal gravity value computed on the
 BL1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1239.degrees latitude (g = 980.6199 gals.).
 BL1239
 BL1239.The modeled gravity was interpolated from observed gravity values.
 BL1239
 BL1239;                    North         East    Units  Estimated Accuracy
 BL1239;SPC TXSC     - 4,247,900.      976,870.      MT  (+/- 180 meters Scaled)
 BL1239
 BL1239                          SUPERSEDED SURVEY CONTROL
 BL1239
 BL1239  NGVD 29 (12/23/87)   20.742  (m)           68.05   (f) ADJUSTED    1 2
 BL1239
 BL1239.Superseded values are not recommended for survey control.
 BL1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1239.See file dsdata.txt to determine how the superseded data were derived.
 BL1239
 BL1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP981221(NAD 83)
 BL1239_MARKER: DB = BENCH MARK DISK
 BL1239_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BL1239+WITH SETTING: INTO GROUND
 BL1239_SP_SET: METAL ROD WITH BASE PLATE
 BL1239_STAMPING: L 1217 1973
 BL1239_MARK LOGO: NGS   
 BL1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1239+STABILITY: SURFACE MOTION
 BL1239
 BL1239  HISTORY     - Date     Condition        Report By
 BL1239  HISTORY     - 1973     MONUMENTED       NGS
 BL1239  HISTORY     - 1978     GOOD             NGS
 BL1239  HISTORY     - 1987     GOOD             NGS
 BL1239  HISTORY     - 19970927 GOOD             USPSQD
 BL1239
 BL1239                          STATION DESCRIPTION
 BL1239
 BL1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1239'0.7 MI S FROM HUFFMAN.
 BL1239'ABOUT 0.7 MILES SOUTH ALONG HIGHWAY FM 2100 FROM THE INTERSECTION OF
 BL1239'FM 1960 AND FM 2100 AT HUFFMAN, 49 FEET EAST OF THE CENTER LINE OF FM
 BL1239'2100 2 FEET NORTH OF A POWER POLE, 15 FEET WEST OF A 28 IN. PINE TREE.
 BL1239'A NGS DISK 1.3 FEET SOUTH OF A METAL WITNESS POST ABOUT 1 FOOT BELOW
 BL1239'THE LEVEL OF THE HIGHWAY AND ON THE TOP OF A 4-FOOT COPPER COATED ROD
 BL1239'THAT IS ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE
 BL1239'SURFACE OF THE GROUND AND ENCASED IN A 6 IN. PIPE PROJECTING 3 INCHES.
 BL1239
 BL1239                          STATION RECOVERY (1978)
 BL1239
 BL1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1239'RECOVERED IN GOOD CONDITION.
 BL1239
 BL1239                          STATION RECOVERY (1987)
 BL1239
 BL1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1239'RECOVERED IN GOOD CONDITION.
 BL1239
 BL1239                          STATION RECOVERY (1997)
 BL1239
 BL1239'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0890 ***********************************************************************
 AW0890  DESIGNATION -  L 1218
 AW0890  PID         -  AW0890
 AW0890  STATE/COUNTY-  TX/HARRIS
 AW0890  USGS QUAD   -  PARK PLACE (1995)
 AW0890
 AW0890                         *CURRENT SURVEY CONTROL
 AW0890  ___________________________________________________________________
 AW0890* NAD 83(1986)-  29 44 08.     (N)    095 15 47.     (W)     SCALED    
 AW0890* NAVD 88     -        10.977  (meters)      36.01   (feet)  ADJUSTED  
 AW0890  ___________________________________________________________________
 AW0890  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AW0890  DYNAMIC HT  -          10.962 (meters)      35.96  (feet)  COMP
 AW0890  MODELED GRAV-     979,284.7   (mgal)                       NAVD 88
 AW0890  OBS GRAVITY -     979,288.1   (mgal)                       GRAV_OBS
 AW0890
 AW0890  VERT ORDER  -  FIRST     CLASS II
 AW0890
 AW0890.The horizontal coordinates were scaled from a topographic map and have
 AW0890.an estimated accuracy of +/- 6 seconds.
 AW0890
 AW0890.The orthometric height was determined by differential leveling
 AW0890.and adjusted by the National Geodetic Survey in June 1991..
 AW0890
 AW0890.The geoid height was determined by GEOID03.
 AW0890
 AW0890.The dynamic height is computed by dividing the NAVD 88
 AW0890.geopotential number by the normal gravity value computed on the
 AW0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0890.degrees latitude (g = 980.6199 gals.).
 AW0890
 AW0890.The modeled gravity was interpolated from observed gravity values.
 AW0890.The observed gravity was obtained from relative gravimeter ties
 AW0890.to the IGSN71 gravity network.
 AW0890
 AW0890;                    North         East    Units  Estimated Accuracy
 AW0890;SPC TXSC     - 4,216,590.      961,410.      MT  (+/- 180 meters Scaled)
 AW0890
 AW0890                          SUPERSEDED SURVEY CONTROL
 AW0890
 AW0890  NGVD 29 (12/23/87)   10.974  (m)           36.00   (f) ADJUSTED    1 2
 AW0890
 AW0890.Superseded values are not recommended for survey control.
 AW0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0890.See file dsdata.txt to determine how the superseded data were derived.
 AW0890
 AW0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN811916(NAD 83)
 AW0890_MARKER: DB = BENCH MARK DISK
 AW0890_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW0890_SP_SET: BRIDGE ABUTMENT
 AW0890_STAMPING: L 1218 1973
 AW0890_MARK LOGO: NGS   
 AW0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0890
 AW0890  HISTORY     - Date     Condition        Report By
 AW0890  HISTORY     - 1973     MONUMENTED       NGS
 AW0890  HISTORY     - 1978     GOOD             NGS
 AW0890  HISTORY     - 1986     GOOD             NGS
 AW0890  HISTORY     - 1987     GOOD             USPSQD
 AW0890  HISTORY     - 1988     GOOD             USPSQD
 AW0890  HISTORY     - 1988     GOOD             USPSQD
 AW0890  HISTORY     - 1989     GOOD             USPSQD
 AW0890  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 AW0890  HISTORY     - 19960615 GOOD             USPSQD
 AW0890
 AW0890                          STATION DESCRIPTION
 AW0890
 AW0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0890'1.65 MI W FROM GALENA PARK.
 AW0890'ABOUT 1.55 MILES WEST ALONG CLINTON DR. FROM THE CITY HALL AT GALENA
 AW0890'PARK, THENCE 0.1 MILE NORTHWEST OF THE NORTHWEST CORNER OF THE
 AW0890'PROPERTY OF THE OLD DICKINSON GUN PLANT, ABOUT 5.6 FEET SOUTHWEST OF
 AW0890'THE SOUTHWEST RAIL OF PORT TERMINAL ROAD AT A RAILROAD OVERPASS OVER
 AW0890'THE I-610 FREEWAY, 1.6 FEET NORTHEAST OF A CONCRETE RETAINING WALL
 AW0890'SUPPORTING A CHAIN LINK FENCE, SET IN THE TOP OF THE SOUTHWEST END OF
 AW0890'THE SOUTHEAST CONCRETE ABUTMENT.
 AW0890
 AW0890                          STATION RECOVERY (1978)
 AW0890
 AW0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0890'RECOVERED IN GOOD CONDITION.
 AW0890
 AW0890                          STATION RECOVERY (1986)
 AW0890
 AW0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0890'RECOVERED IN GOOD CONDITION.
 AW0890
 AW0890                          STATION RECOVERY (1987)
 AW0890
 AW0890'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0890'RECOVERED IN GOOD CONDITION.
 AW0890
 AW0890                          STATION RECOVERY (1988)
 AW0890
 AW0890'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW0890'RECOVERED IN GOOD CONDITION.
 AW0890
 AW0890                          STATION RECOVERY (1988)
 AW0890
 AW0890'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW0890'RECOVERED IN GOOD CONDITION.
 AW0890
 AW0890                          STATION RECOVERY (1989)
 AW0890
 AW0890'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW0890'RECOVERED IN GOOD CONDITION.
 AW0890
 AW0890                          STATION RECOVERY (1995)
 AW0890
 AW0890'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0890'MARK NOT FOUND.
 AW0890
 AW0890                          STATION RECOVERY (1996)
 AW0890
 AW0890'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4798 ***********************************************************************
 AW4798  DESIGNATION -  L 1219
 AW4798  PID         -  AW4798
 AW4798  STATE/COUNTY-  TX/FORT BEND
 AW4798  USGS QUAD   -  RICHMOND (1980)
 AW4798
 AW4798                         *CURRENT SURVEY CONTROL
 AW4798  ___________________________________________________________________
 AW4798* NAD 83(1986)-  29 33 24.     (N)    095 48 24.     (W)     SCALED    
 AW4798* NAVD 88     -        32.352  (meters)     106.14   (feet)  ADJUSTED  
 AW4798  ___________________________________________________________________
 AW4798  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AW4798  DYNAMIC HT  -          32.307 (meters)     105.99  (feet)  COMP
 AW4798  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 AW4798
 AW4798  VERT ORDER  -  FIRST     CLASS II
 AW4798
 AW4798.The horizontal coordinates were scaled from a topographic map and have
 AW4798.an estimated accuracy of +/- 6 seconds.
 AW4798
 AW4798.The orthometric height was determined by differential leveling
 AW4798.and adjusted by the National Geodetic Survey in June 1991..
 AW4798
 AW4798.The geoid height was determined by GEOID03.
 AW4798
 AW4798.The dynamic height is computed by dividing the NAVD 88
 AW4798.geopotential number by the normal gravity value computed on the
 AW4798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4798.degrees latitude (g = 980.6199 gals.).
 AW4798
 AW4798.The modeled gravity was interpolated from observed gravity values.
 AW4798
 AW4798;                    North         East    Units  Estimated Accuracy
 AW4798;SPC TXSC     - 4,195,220.      909,400.      MT  (+/- 180 meters Scaled)
 AW4798
 AW4798                          SUPERSEDED SURVEY CONTROL
 AW4798
 AW4798  NGVD 29 (12/23/87)   32.348  (m)          106.13   (f) ADJUSTED    1 2
 AW4798
 AW4798.Superseded values are not recommended for survey control.
 AW4798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4798.See file dsdata.txt to determine how the superseded data were derived.
 AW4798
 AW4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN280729(NAD 83)
 AW4798_MARKER: DB = BENCH MARK DISK
 AW4798_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW4798_SP_SET: CHURCH WALL
 AW4798_STAMPING: L 1219 1973
 AW4798_MARK LOGO: NGS   
 AW4798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW4798+STABILITY: POSITION/ELEVATION WELL
 AW4798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4798+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2004
 AW4798
 AW4798  HISTORY     - Date     Condition        Report By
 AW4798  HISTORY     - 1973     MONUMENTED       NGS
 AW4798  HISTORY     - 1986     GOOD             NGS
 AW4798  HISTORY     - 1987     GOOD             USPSQD
 AW4798  HISTORY     - 1987     GOOD             USPSQD
 AW4798  HISTORY     - 1988     GOOD             USPSQD
 AW4798  HISTORY     - 1988     GOOD             USPSQD
 AW4798  HISTORY     - 1989     GOOD             USPSQD
 AW4798  HISTORY     - 1990     GOOD             USPSQD
 AW4798  HISTORY     - 19931204 GOOD             USPSQD
 AW4798  HISTORY     - 19991120 GOOD             USPSQD
 AW4798  HISTORY     - 20040323 GOOD             USPSQD
 AW4798
 AW4798                          STATION DESCRIPTION
 AW4798
 AW4798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4798'IN ROSENBERG.
 AW4798'AT ROSENBERG, ALONG STATE HIGHWAY 36 (1ST STREET) ABOUT MIDWAY BETWEEN
 AW4798'AVENUES I AND J, SET VERTICALLY IN THE NORTH BRICK WALL OF THE FIRST
 AW4798'BAPTIST CHURCH BUILDING, 0.7 FOOT EAST OF THE NORTHWEST CORNER OF THE
 AW4798'BUILDING, 36.7 FEET EAST OF THE EAST CURB OF THE HIGHWAY, ABOUT 4 FEET
 AW4798'HIGHER THAN THE STREET, AND 3.5 FEET ABOVE THE GROUND.
 AW4798
 AW4798                          STATION RECOVERY (1986)
 AW4798
 AW4798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4798'RECOVERED IN GOOD CONDITION.
 AW4798
 AW4798                          STATION RECOVERY (1987)
 AW4798
 AW4798'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 AW4798'RECOVERED IN GOOD CONDITION.
 AW4798
 AW4798                          STATION RECOVERY (1987)
 AW4798
 AW4798'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW4798'RECOVERED IN GOOD CONDITION.
 AW4798
 AW4798                          STATION RECOVERY (1988)
 AW4798
 AW4798'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4798'RECOVERED IN GOOD CONDITION.
 AW4798
 AW4798                          STATION RECOVERY (1988)
 AW4798
 AW4798'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW4798'RECOVERED IN GOOD CONDITION.
 AW4798
 AW4798                          STATION RECOVERY (1989)
 AW4798
 AW4798'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW4798'RECOVERED IN GOOD CONDITION.
 AW4798
 AW4798                          STATION RECOVERY (1990)
 AW4798
 AW4798'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4798'RECOVERED IN GOOD CONDITION.
 AW4798
 AW4798                          STATION RECOVERY (1993)
 AW4798
 AW4798'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW4798'RECOVERED IN GOOD CONDITION.
 AW4798
 AW4798                          STATION RECOVERY (1999)
 AW4798
 AW4798'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4798'RECOVERED IN GOOD CONDITION.
 AW4798
 AW4798                          STATION RECOVERY (2004)
 AW4798
 AW4798'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4798'GO TO N29 33 24.1 W095 48 30.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1615 ***********************************************************************
 AX1615  DESIGNATION -  L 122
 AX1615  PID         -  AX1615
 AX1615  STATE/COUNTY-  TX/DE WITT
 AX1615  USGS QUAD   -  YOAKUM (1987)
 AX1615
 AX1615                         *CURRENT SURVEY CONTROL
 AX1615  ___________________________________________________________________
 AX1615* NAD 83(1986)-  29 15 52.     (N)    097 10 11.     (W)     SCALED    
 AX1615* NAVD 88     -        91.43   (+/-2cm)     300.0    (feet)  VERTCON   
 AX1615  ___________________________________________________________________
 AX1615  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX1615
 AX1615  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1615
 AX1615.The horizontal coordinates were scaled from a topographic map and have
 AX1615.an estimated accuracy of +/- 6 seconds.
 AX1615
 AX1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1615.The vertical order pertains to the NGVD 29 superseded value.
 AX1615
 AX1615.The geoid height was determined by GEOID03.
 AX1615
 AX1615;                    North         East    Units  Estimated Accuracy
 AX1615;SPC TXSC     - 4,160,000.      777,850.      MT  (+/- 180 meters Scaled)
 AX1615
 AX1615                          SUPERSEDED SURVEY CONTROL
 AX1615
 AX1615  NGVD 29 (??/??/92)   91.423  (m)          299.94   (f) ADJ UNCH    2 0
 AX1615
 AX1615.Superseded values are not recommended for survey control.
 AX1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1615.See file dsdata.txt to determine how the superseded data were derived.
 AX1615
 AX1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT778386(NAD 83)
 AX1615_MARKER: DB = BENCH MARK DISK
 AX1615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1615_SP_SET: CULVERT
 AX1615_STAMPING: L-122 1933
 AX1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1615+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003
 AX1615
 AX1615  HISTORY     - Date     Condition        Report By
 AX1615  HISTORY     - 1933     MONUMENTED       CGS
 AX1615  HISTORY     - 20030515 GOOD             USPSQD
 AX1615
 AX1615                          STATION DESCRIPTION
 AX1615
 AX1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AX1615'2.8 MI S FROM YOAKUM.
 AX1615'2.8 MILES SOUTH FROM THE STATION ALONG THE TEXAS AND NEW ORLEANS R.R.
 AX1615'17 POLES SOUTH OF M.P. 120 AND 10 FT. EAST OF THE CENTERLINE OF THE
 AX1615'TRACKS IN THE NORTH END OF THE EAST WING OF DOUBLE 3 FT. CONCRETE ARCH
 AX1615'CULVERT NO. 120 E.
 AX1615
 AX1615                          STATION RECOVERY (2003)
 AX1615
 AX1615'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AX1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4140 ***********************************************************************
 AW4140  DESIGNATION -  L 1220
 AW4140  PID         -  AW4140
 AW4140  STATE/COUNTY-  TX/BRAZORIA
 AW4140  USGS QUAD   -  WEST COLUMBIA (1980)
 AW4140
 AW4140                         *CURRENT SURVEY CONTROL
 AW4140  ___________________________________________________________________
 AW4140* NAD 83(1986)-  29 09 49.     (N)    095 39 59.     (W)     SCALED    
 AW4140* NAVD 88     -        11.60   (+/-2cm)      38.1    (feet)  VERTCON   
 AW4140  ___________________________________________________________________
 AW4140  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW4140
 AW4140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4140
 AW4140.The horizontal coordinates were scaled from a topographic map and have
 AW4140.an estimated accuracy of +/- 6 seconds.
 AW4140
 AW4140.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4140.The vertical order pertains to the NGVD 29 superseded value.
 AW4140
 AW4140.The geoid height was determined by GEOID03.
 AW4140
 AW4140;                    North         East    Units  Estimated Accuracy
 AW4140;SPC TXSC     - 4,152,050.      924,220.      MT  (+/- 180 meters Scaled)
 AW4140
 AW4140                          SUPERSEDED SURVEY CONTROL
 AW4140
 AW4140  NGVD 29 (??/??/92)   11.608  (m)           38.08   (f) ADJ UNCH    2 0
 AW4140
 AW4140.Superseded values are not recommended for survey control.
 AW4140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4140.See file dsdata.txt to determine how the superseded data were derived.
 AW4140
 AW4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN406290(NAD 83)
 AW4140_MARKER: DB = BENCH MARK DISK
 AW4140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4140_SP_SET: CULVERT
 AW4140_STAMPING: L 1220 1973
 AW4140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4140
 AW4140  HISTORY     - Date     Condition        Report By
 AW4140  HISTORY     - 1973     MONUMENTED       NGS
 AW4140  HISTORY     - 1987     GOOD             USPSQD
 AW4140  HISTORY     - 1987     GOOD             USPSQD
 AW4140  HISTORY     - 1988     GOOD             USPSQD
 AW4140  HISTORY     - 1989     GOOD             USPSQD
 AW4140  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 AW4140
 AW4140                          STATION DESCRIPTION
 AW4140
 AW4140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4140'1.95 MI NW FROM WEST COLUMBIA.
 AW4140'1.95 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 AW4140'HIGHWAY 35 AT WEST COLUMBIA, 0.5 MILE NORTHWEST OF THE JUNCTION OF
 AW4140'COUNTY ROAD 167, 0.05 MILE NORTH OF THE CROSSING OF A POWER
 AW4140'TRANSMISSION LINE, AT THE JUNCTION OF A SHELL ROAD TO OIL TANKS, 25.5
 AW4140'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP AND 1.0
 AW4140'FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL
 AW4140'OF A BOX CULVERT, 125 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF
 AW4140'THE SHELL ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
 AW4140
 AW4140                          STATION RECOVERY (1987)
 AW4140
 AW4140'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW4140'RECOVERED IN GOOD CONDITION.
 AW4140
 AW4140                          STATION RECOVERY (1987)
 AW4140
 AW4140'RECOVERY NOTE BY US POWER SQUADRON 1987 (LWM)
 AW4140'RECOVERED IN GOOD CONDITION.
 AW4140
 AW4140                          STATION RECOVERY (1988)
 AW4140
 AW4140'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4140'RECOVERED IN GOOD CONDITION.
 AW4140
 AW4140                          STATION RECOVERY (1989)
 AW4140
 AW4140'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLH)
 AW4140'RECOVERED IN GOOD CONDITION.
 AW4140
 AW4140                          STATION RECOVERY (1994)
 AW4140
 AW4140'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW4140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1753 ***********************************************************************
 AW1753  DESIGNATION -  L 1221
 AW1753  PID         -  AW1753
 AW1753  STATE/COUNTY-  TX/HARRIS
 AW1753  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW1753
 AW1753                         *CURRENT SURVEY CONTROL
 AW1753  ___________________________________________________________________
 AW1753* NAD 83(1986)-  29 49 08.     (N)    095 24 38.     (W)     SCALED    
 AW1753* NAVD 88     -        22.223  (meters)      72.91   (feet)  ADJUSTED  
 AW1753  ___________________________________________________________________
 AW1753  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW1753  DYNAMIC HT  -          22.193 (meters)      72.81  (feet)  COMP
 AW1753  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 AW1753  OBS GRAVITY -     979,287.2   (mgal)                       GRAV_OBS
 AW1753
 AW1753  VERT ORDER  -  FIRST     CLASS II
 AW1753
 AW1753.The horizontal coordinates were scaled from a topographic map and have
 AW1753.an estimated accuracy of +/- 6 seconds.
 AW1753
 AW1753.The orthometric height was determined by differential leveling
 AW1753.and adjusted by the National Geodetic Survey in June 1991..
 AW1753
 AW1753.The geoid height was determined by GEOID03.
 AW1753
 AW1753.The dynamic height is computed by dividing the NAVD 88
 AW1753.geopotential number by the normal gravity value computed on the
 AW1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1753.degrees latitude (g = 980.6199 gals.).
 AW1753
 AW1753.The modeled gravity was interpolated from observed gravity values.
 AW1753.The observed gravity was obtained from relative gravimeter ties
 AW1753.to the IGSN71 gravity network.
 AW1753
 AW1753;                    North         East    Units  Estimated Accuracy
 AW1753;SPC TXSC     - 4,225,380.      946,870.      MT  (+/- 180 meters Scaled)
 AW1753
 AW1753                          SUPERSEDED SURVEY CONTROL
 AW1753
 AW1753  NGVD 29 (12/23/87)   22.218  (m)           72.89   (f) ADJUSTED    1 2
 AW1753
 AW1753.Superseded values are not recommended for survey control.
 AW1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1753.See file dsdata.txt to determine how the superseded data were derived.
 AW1753
 AW1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP670011(NAD 83)
 AW1753_MARKER: DB = BENCH MARK DISK
 AW1753_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1753_SP_SET: ABUTMENT
 AW1753_STAMPING: L 1221 1973
 AW1753_MARK LOGO: NGS   
 AW1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1753
 AW1753  HISTORY     - Date     Condition        Report By
 AW1753  HISTORY     - 1973     MONUMENTED       NGS
 AW1753  HISTORY     - 1978     GOOD             NGS
 AW1753  HISTORY     - 1986     GOOD             NGS
 AW1753  HISTORY     - 19870601 GOOD             USPSQD
 AW1753  HISTORY     - 1989     GOOD             USPSQD
 AW1753  HISTORY     - 20040712 MARK NOT FOUND   USPSQD
 AW1753
 AW1753                          STATION DESCRIPTION
 AW1753
 AW1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1753'2.65 MI N FROM HOUSTON.
 AW1753'ABOUT 2.65 MILES NORTH ALONG NORTH SHEPHERD DR. FROM THE CROSSING OF
 AW1753'MISSOURI-KANSAS-TEXAS RAILROAD, AT THE BURLINGTON-ROCK ISLAND RAILROAD
 AW1753'OVERPASS, SET IN THE TOP SOUTH END OF THE WEST CONCRETE ABUTMENT TO
 AW1753'THE OVERPASS, 5.8 FEET SOUTH OF THE SOUTH RAIL, 0.4 FOOT NORTH OF THE
 AW1753'SOUTHWEST CONCRETE GUARD RAIL, 3.9 FEET EAST OF THE WEST END OF THE
 AW1753'SOUTHWEST GUARD RAIL, AND ABOUT 0.4 FOOT BELOW THE LEVEL OF THE RAILS.
 AW1753
 AW1753                          STATION RECOVERY (1978)
 AW1753
 AW1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1753'RECOVERED IN GOOD CONDITION.
 AW1753
 AW1753                          STATION RECOVERY (1986)
 AW1753
 AW1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1753'RECOVERED IN GOOD CONDITION.
 AW1753
 AW1753                          STATION RECOVERY (1987)
 AW1753
 AW1753'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW1753'RECOVERED IN GOOD CONDITION.
 AW1753
 AW1753                          STATION RECOVERY (1989)
 AW1753
 AW1753'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW1753'RECOVERED IN GOOD CONDITION.
 AW1753
 AW1753                          STATION RECOVERY (2004)
 AW1753
 AW1753'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0681 ***********************************************************************
 BM0681  DESIGNATION -  L 1222
 BM0681  PID         -  BM0681
 BM0681  STATE/COUNTY-  TX/TRAVIS
 BM0681  USGS QUAD   -  MONTOPOLIS (1988)
 BM0681
 BM0681                         *CURRENT SURVEY CONTROL
 BM0681  ___________________________________________________________________
 BM0681* NAD 83(1986)-  30 12 54.     (N)    097 44 11.     (W)     SCALED    
 BM0681* NAVD 88     -       197.244  (meters)     647.12   (feet)  ADJUSTED  
 BM0681  ___________________________________________________________________
 BM0681  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 BM0681  DYNAMIC HT  -         196.974 (meters)     646.24  (feet)  COMP
 BM0681  MODELED GRAV-     979,269.2   (mgal)                       NAVD 88
 BM0681
 BM0681  VERT ORDER  -  FIRST     CLASS I
 BM0681
 BM0681.The horizontal coordinates were scaled from a topographic map and have
 BM0681.an estimated accuracy of +/- 6 seconds.
 BM0681
 BM0681.The orthometric height was determined by differential leveling
 BM0681.and adjusted by the National Geodetic Survey in June 1991..
 BM0681
 BM0681.The geoid height was determined by GEOID03.
 BM0681
 BM0681.The dynamic height is computed by dividing the NAVD 88
 BM0681.geopotential number by the normal gravity value computed on the
 BM0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0681.degrees latitude (g = 980.6199 gals.).
 BM0681
 BM0681.The modeled gravity was interpolated from observed gravity values.
 BM0681
 BM0681;                    North         East    Units  Estimated Accuracy
 BM0681;SPC TX C     - 3,063,710.      950,000.      MT  (+/- 180 meters Scaled)
 BM0681
 BM0681                          SUPERSEDED SURVEY CONTROL
 BM0681
 BM0681  NGVD 29 (??/??/92)  197.165  (m)          646.87   (f) ADJ UNCH    1 1
 BM0681
 BM0681.Superseded values are not recommended for survey control.
 BM0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0681.See file dsdata.txt to determine how the superseded data were derived.
 BM0681
 BM0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU216432(NAD 83)
 BM0681_MARKER: DB = BENCH MARK DISK
 BM0681_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BM0681_SP_SET: 16 FT
 BM0681_STAMPING: L 1222 1973
 BM0681_MARK LOGO: NGS   
 BM0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0681
 BM0681  HISTORY     - Date     Condition        Report By
 BM0681  HISTORY     - 1973     MONUMENTED       NGS
 BM0681  HISTORY     - 1978     GOOD             NGS
 BM0681  HISTORY     - 1981     GOOD             NGS
 BM0681  HISTORY     - 1990     GOOD             USPSQD
 BM0681  HISTORY     - 19910401 GOOD             USPSQD
 BM0681  HISTORY     - 19951015 GOOD             USPSQD
 BM0681  HISTORY     - 20030308 GOOD             USPSQD
 BM0681  HISTORY     - 20050226 MARK NOT FOUND   USPSQD
 BM0681
 BM0681                          STATION DESCRIPTION
 BM0681
 BM0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0681'1.0 MI SE FROM AUSTIN.
 BM0681'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 71 FROM THE INTERSTATE
 BM0681'HIGHWAY 35 OVERPASS AT AUSTIN, 250 FEET NORTHWEST OF THE CENTER LINE
 BM0681'OF BURELESON ROAD, 235 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BM0681'SOUTHWEST LANE OF STATE HIGHWAY 71, AT THE NORTH CORNER OF A CHAIN
 BM0681'LINK FENCE FOR A CITY OF AUSTIN POWER AND LIGHT COMPANY SUB-STATION,
 BM0681'1.0 FEET WEST OF THE FENCE CORNER POST, 0.6 FOOT SOUTHEAST OF A METAL
 BM0681'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON TOP OF A
 BM0681'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A
 BM0681'6-INCH IRON PIPE THAT IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO
 BM0681'REFUSAL AT A DEPTH OF 16 FEET.
 BM0681
 BM0681                          STATION RECOVERY (1978)
 BM0681
 BM0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0681'RECOVERED IN GOOD CONDITION.
 BM0681
 BM0681                          STATION RECOVERY (1981)
 BM0681
 BM0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BM0681'RECOVERED IN GOOD CONDITION.
 BM0681
 BM0681                          STATION RECOVERY (1990)
 BM0681
 BM0681'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0681'RECOVERED IN GOOD CONDITION.
 BM0681
 BM0681                          STATION RECOVERY (1991)
 BM0681
 BM0681'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAG)
 BM0681'RECOVERED IN GOOD CONDITION.
 BM0681
 BM0681                          STATION RECOVERY (1995)
 BM0681
 BM0681'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0681'RECOVERED IN GOOD CONDITION.
 BM0681
 BM0681                          STATION RECOVERY (2003)
 BM0681
 BM0681'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BM0681'RECOVERED IN GOOD CONDITION.
 BM0681
 BM0681                          STATION RECOVERY (2005)
 BM0681
 BM0681'RECOVERY NOTE BY US POWER SQUADRON 2005
 BM0681'FOUND MONUMENT LABELED
 BM0681'CITY OF AUSTIN ELECTRIC DEPT. SURVEY
 BM0681'2 FEET EAST AND 13 FEET SOUTH OF NORTHWEST CHAIN LINK FENCE CORNER OF
 BM0681'ELECTRIC POWER SUBSTATION.  THIS IS NOT THE MONUMENT CALLED FOR IN THE
 BM0681'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0032 ***********************************************************************
 AX0032  DESIGNATION -  L 1223
 AX0032  PID         -  AX0032
 AX0032  STATE/COUNTY-  TX/AUSTIN
 AX0032  USGS QUAD   -  CAT SPRING (1981)
 AX0032
 AX0032                         *CURRENT SURVEY CONTROL
 AX0032  ___________________________________________________________________
 AX0032* NAD 83(1986)-  29 49 32.     (N)    096 16 21.     (W)     SCALED    
 AX0032* NAVD 88     -        77.037  (meters)     252.75   (feet)  ADJUSTED  
 AX0032  ___________________________________________________________________
 AX0032  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AX0032  DYNAMIC HT  -          76.931 (meters)     252.40  (feet)  COMP
 AX0032  MODELED GRAV-     979,268.2   (mgal)                       NAVD 88
 AX0032  OBS GRAVITY -     979,267.5   (mgal)                       GRAV_OBS
 AX0032
 AX0032  VERT ORDER  -  FIRST     CLASS I
 AX0032
 AX0032.The horizontal coordinates were scaled from a topographic map and have
 AX0032.an estimated accuracy of +/- 6 seconds.
 AX0032
 AX0032.The orthometric height was determined by differential leveling
 AX0032.and adjusted by the National Geodetic Survey in June 1991..
 AX0032
 AX0032.The geoid height was determined by GEOID03.
 AX0032
 AX0032.The dynamic height is computed by dividing the NAVD 88
 AX0032.geopotential number by the normal gravity value computed on the
 AX0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0032.degrees latitude (g = 980.6199 gals.).
 AX0032
 AX0032.The modeled gravity was interpolated from observed gravity values.
 AX0032.The observed gravity was obtained from relative gravimeter ties
 AX0032.to the IGSN71 gravity network.
 AX0032
 AX0032;                    North         East    Units  Estimated Accuracy
 AX0032;SPC TXSC     - 4,223,870.      863,580.      MT  (+/- 180 meters Scaled)
 AX0032
 AX0032                          SUPERSEDED SURVEY CONTROL
 AX0032
 AX0032  NGVD 29 (12/23/87)   77.010  (m)          252.66   (f) ADJUSTED    1 1
 AX0032
 AX0032.Superseded values are not recommended for survey control.
 AX0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0032.See file dsdata.txt to determine how the superseded data were derived.
 AX0032
 AX0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU635025(NAD 83)
 AX0032_MARKER: DB = BENCH MARK DISK
 AX0032_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AX0032_SP_SET: COPPER-CLAD STEEL ROD
 AX0032_STAMPING: L 1223 1973
 AX0032_MARK LOGO: NGS   
 AX0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0032
 AX0032  HISTORY     - Date     Condition        Report By
 AX0032  HISTORY     - 1973     MONUMENTED       NGS
 AX0032  HISTORY     - 1976     GOOD             NGS
 AX0032  HISTORY     - 1976     GOOD             NGS
 AX0032  HISTORY     - 1978     GOOD             NGS
 AX0032  HISTORY     - 1986     GOOD             NGS
 AX0032  HISTORY     - 19991017 GOOD             USPSQD
 AX0032
 AX0032                          STATION DESCRIPTION
 AX0032
 AX0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0032'3.5 MI E FROM CAT SPRING.
 AX0032'3.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0032'CROSSING OF FARM ROAD 949 AT CAT SPRING, AT THE CROSSING OF PLUM CREEK
 AX0032'ROAD, 45.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 24 1/2 FEET NORTHWEST
 AX0032'OF THE CENTER LINE OF THE ROAD, 64 1/2 FEET SOUTHEAST OF THE 1ST
 AX0032'TELEPHONE POLE (NO. 46G) NORTHWEST OF THE CROSSING, 1.9 FEET WEST OF A
 AX0032'FENCE CORNER POST, 1.3 FEET SOUTHWEST OF A FENCE, 2.0 FEET NORTHEAST
 AX0032'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE TRACK AND ROAD, A DISK
 AX0032'ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL
 AX0032'AT A DEPTH OF 10 FEET.  THE UPPER PORTION OF THE ROD IS ENCASED IN A
 AX0032'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 AX0032
 AX0032                          STATION RECOVERY (1976)
 AX0032
 AX0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0032'RECOVERED IN GOOD CONDITION.
 AX0032
 AX0032                          STATION RECOVERY (1976)
 AX0032
 AX0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0032'RECOVERED IN GOOD CONDITION.
 AX0032
 AX0032                          STATION RECOVERY (1978)
 AX0032
 AX0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0032'RECOVERED IN GOOD CONDITION.
 AX0032
 AX0032                          STATION RECOVERY (1986)
 AX0032
 AX0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0032'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0032'ADD--AT THE CROSSING OF PLUM CREEK ROAD.
 AX0032
 AX0032                          STATION RECOVERY (1999)
 AX0032
 AX0032'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0454 ***********************************************************************
 BM0454  DESIGNATION -  L 1224
 BM0454  PID         -  BM0454
 BM0454  STATE/COUNTY-  TX/BASTROP
 BM0454  USGS QUAD   -  SMITHVILLE (1982)
 BM0454
 BM0454                         *CURRENT SURVEY CONTROL
 BM0454  ___________________________________________________________________
 BM0454* NAD 83(1986)-  30 01 13.     (N)    097 13 01.     (W)     SCALED    
 BM0454* NAVD 88     -       100.140  (meters)     328.54   (feet)  ADJUSTED  
 BM0454  ___________________________________________________________________
 BM0454  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BM0454  DYNAMIC HT  -         100.005 (meters)     328.10  (feet)  COMP
 BM0454  MODELED GRAV-     979,294.9   (mgal)                       NAVD 88
 BM0454
 BM0454  VERT ORDER  -  FIRST     CLASS I
 BM0454
 BM0454.The horizontal coordinates were scaled from a topographic map and have
 BM0454.an estimated accuracy of +/- 6 seconds.
 BM0454
 BM0454.The orthometric height was determined by differential leveling
 BM0454.and adjusted by the National Geodetic Survey in June 1991..
 BM0454
 BM0454.The geoid height was determined by GEOID03.
 BM0454
 BM0454.The dynamic height is computed by dividing the NAVD 88
 BM0454.geopotential number by the normal gravity value computed on the
 BM0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0454.degrees latitude (g = 980.6199 gals.).
 BM0454
 BM0454.The modeled gravity was interpolated from observed gravity values.
 BM0454
 BM0454;                    North         East    Units  Estimated Accuracy
 BM0454;SPC TX C     - 3,043,410.    1,000,600.      MT  (+/- 180 meters Scaled)
 BM0454
 BM0454                          SUPERSEDED SURVEY CONTROL
 BM0454
 BM0454  NGVD 29 (??/??/92)  100.090  (m)          328.38   (f) ADJ UNCH    1 1
 BM0454
 BM0454.Superseded values are not recommended for survey control.
 BM0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0454.See file dsdata.txt to determine how the superseded data were derived.
 BM0454
 BM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU719223(NAD 83)
 BM0454_MARKER: DB = BENCH MARK DISK
 BM0454_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BM0454_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BM0454_STAMPING: L 1224 1973
 BM0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0454
 BM0454  HISTORY     - Date     Condition        Report By
 BM0454  HISTORY     - 1973     MONUMENTED       NGS
 BM0454  HISTORY     - 1978     GOOD             NGS
 BM0454  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 BM0454
 BM0454                          STATION DESCRIPTION
 BM0454
 BM0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0454'3.55 MI NW FROM SMITHVILLE.
 BM0454'ABOUT 3.55 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS
 BM0454'RAILROAD FROM THE CROSSING WITH THE STATE HIGHWAY 95 AT SMITHVILLE,
 BM0454'0.5 MILES WEST OF THE MILEPOST 966, ABOUT 0.1 MILES EAST IN FARM ROAD
 BM0454'2571 WITH THE ROAD LEAVING THE TRACK, 5.3 YARDS WEST OF THE CENTER OF
 BM0454'A WOODED RAVINE, 137.5 FEET NORTH OF AND ACROSS THE FARM ROAD 2571
 BM0454'FROM THE NORTH TRACK, 50.0 FEET NORTH OF THE CENTER LINE OF THE FARM
 BM0454'ROAD 2571, 4.0 FEET SOUTH OF A CORNER POST FORMING A GATE SOUTHWEST OF
 BM0454'A CORRAL AT A METAL SHED, 1.7 FEET SOUTH OF A FENCE, 0.6 FEET NORTH OF
 BM0454'A METAL WITNESS POST AND ABOUT 7.0 FEET BELOW THE LEVEL OF RAILS, AND
 BM0454'IS A DISK ON TOP OF A 4-FOOT LENGTH OF A COPPER COATED STEEL ROD FLUSH
 BM0454'WITH THE GROUND AND FASTENED TO A BASE PLAT.  THE MARK IS PROTECTED BY
 BM0454'A 6-INCH IRON PIPE WHICH PROJECTS 2-IN.
 BM0454
 BM0454                          STATION RECOVERY (1978)
 BM0454
 BM0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0454'RECOVERED IN GOOD CONDITION.
 BM0454
 BM0454                          STATION RECOVERY (2004)
 BM0454
 BM0454'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGG)
 BM0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0529 ***********************************************************************
 BM0529  DESIGNATION -  L 1225
 BM0529  PID         -  BM0529
 BM0529  STATE/COUNTY-  TX/BASTROP
 BM0529  USGS QUAD   -  UTLEY (1982)
 BM0529
 BM0529                         *CURRENT SURVEY CONTROL
 BM0529  ___________________________________________________________________
 BM0529* NAD 83(1986)-  30 07 42.     (N)    097 26 42.     (W)     SCALED    
 BM0529* NAVD 88     -       156.737  (meters)     514.23   (feet)  ADJUSTED  
 BM0529  ___________________________________________________________________
 BM0529  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BM0529  DYNAMIC HT  -         156.525 (meters)     513.53  (feet)  COMP
 BM0529  MODELED GRAV-     979,281.7   (mgal)                       NAVD 88
 BM0529
 BM0529  VERT ORDER  -  FIRST     CLASS I
 BM0529
 BM0529.The horizontal coordinates were scaled from a topographic map and have
 BM0529.an estimated accuracy of +/- 6 seconds.
 BM0529
 BM0529.The orthometric height was determined by differential leveling
 BM0529.and adjusted by the National Geodetic Survey in June 1991..
 BM0529.WARNING-Repeat measurements at this control monument indicate possible
 BM0529.vertical movement.
 BM0529
 BM0529.The geoid height was determined by GEOID03.
 BM0529
 BM0529.The dynamic height is computed by dividing the NAVD 88
 BM0529.geopotential number by the normal gravity value computed on the
 BM0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0529.degrees latitude (g = 980.6199 gals.).
 BM0529
 BM0529.The modeled gravity was interpolated from observed gravity values.
 BM0529
 BM0529;                    North         East    Units  Estimated Accuracy
 BM0529;SPC TX C     - 3,054,790.      978,290.      MT  (+/- 180 meters Scaled)
 BM0529
 BM0529                          SUPERSEDED SURVEY CONTROL
 BM0529
 BM0529  NGVD 29 (??/??/92)  156.673  (m)          514.02   (f) ADJ UNCH    1 1
 BM0529
 BM0529.Superseded values are not recommended for survey control.
 BM0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0529.See file dsdata.txt to determine how the superseded data were derived.
 BM0529
 BM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU497340(NAD 83)
 BM0529_MARKER: DB = BENCH MARK DISK
 BM0529_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BM0529_SP_SET: 16.0 FT
 BM0529_STAMPING: L 1225 1973
 BM0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0529
 BM0529  HISTORY     - Date     Condition        Report By
 BM0529  HISTORY     - 1973     MONUMENTED       NGS
 BM0529  HISTORY     - 1978     GOOD             NGS
 BM0529  HISTORY     - 1987     GOOD             USPSQD
 BM0529  HISTORY     - 1989     GOOD             USPSQD
 BM0529  HISTORY     - 1990     GOOD             USPSQD
 BM0529  HISTORY     - 1990     GOOD             USPSQD
 BM0529  HISTORY     - 1991     GOOD             USPSQD
 BM0529  HISTORY     - 19951226 GOOD             USPSQD
 BM0529  HISTORY     - 19990522 GOOD             USPSQD
 BM0529
 BM0529                          STATION DESCRIPTION
 BM0529
 BM0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BM0529'8.65 MI SE FROM CARFIELD.
 BM0529'ABOUT 8.65 MILES SOUTHEAST ALONG THE STATE HIGHWAY 71 FROM A GULF
 BM0529'SERVICE STATION AND STORE AT GARFIELD, 62.0 FEET NORTHEAST OF THE
 BM0529'CENTER LINE OF THE NORTHEAST LAND OF THE HIGHWAY, 121.0 WEST OF THE
 BM0529'CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 3.3 FEET EAST OF A
 BM0529'CONCRETE HIGHWAY R.O.W. MARKER ON TOP OF A LOW BANK GRAVEL ROCK LIKE
 BM0529'CUT, 1.0 MILES SOUTHEAST OF BENCH MARK K 1225, THE GROUND WAS TO ROCKY
 BM0529'TO DIG, 0.5 FEET NORTHWEST OF A METAL WITNESS POST AND ABOUT 7 1/2
 BM0529'FEET ABOVE THE HIGHWAY AND IS A DISK ON TOP OF A COPPER COATED STEEL
 BM0529'ROD FLUSH WITH THE GROUND PROTECTED BY A 6-INCH IRON PIPE PROJECTING
 BM0529'1-INCH.  THE ROD WAS DRIVEN TO A REFUSAL OF 16.0 FEET.
 BM0529
 BM0529                          STATION RECOVERY (1978)
 BM0529
 BM0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BM0529'RECOVERED IN GOOD CONDITION.
 BM0529
 BM0529                          STATION RECOVERY (1987)
 BM0529
 BM0529'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 BM0529'RECOVERED IN GOOD CONDITION.
 BM0529
 BM0529                          STATION RECOVERY (1989)
 BM0529
 BM0529'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGG)
 BM0529'RECOVERED IN GOOD CONDITION.
 BM0529
 BM0529                          STATION RECOVERY (1990)
 BM0529
 BM0529'RECOVERY NOTE BY US POWER SQUADRON 1990 (UNK)
 BM0529'RECOVERED IN GOOD CONDITION.
 BM0529
 BM0529                          STATION RECOVERY (1990)
 BM0529
 BM0529'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 BM0529'RECOVERED IN GOOD CONDITION.
 BM0529
 BM0529                          STATION RECOVERY (1991)
 BM0529
 BM0529'RECOVERY NOTE BY US POWER SQUADRON 1991 (CGG)
 BM0529'RECOVERED IN GOOD CONDITION.
 BM0529
 BM0529                          STATION RECOVERY (1995)
 BM0529
 BM0529'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0529'RECOVERED IN GOOD CONDITION.
 BM0529
 BM0529                          STATION RECOVERY (1999)
 BM0529
 BM0529'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0280 ***********************************************************************
 AW0280  DESIGNATION -  L 1226
 AW0280  PID         -  AW0280
 AW0280  STATE/COUNTY-  TX/HARRIS
 AW0280  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0280
 AW0280                         *CURRENT SURVEY CONTROL
 AW0280  ___________________________________________________________________
 AW0280* NAD 83(1986)-  29 47 07.     (N)    095 35 09.     (W)     SCALED    
 AW0280* NAVD 88     -        27.276  (meters)      89.49   (feet)  ADJUSTED  
 AW0280  ___________________________________________________________________
 AW0280  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AW0280  DYNAMIC HT  -          27.239 (meters)      89.37  (feet)  COMP
 AW0280  MODELED GRAV-     979,281.2   (mgal)                       NAVD 88
 AW0280  OBS GRAVITY -     979,280.1   (mgal)                       GRAV_OBS
 AW0280
 AW0280  VERT ORDER  -  FIRST     CLASS I
 AW0280
 AW0280.The horizontal coordinates were scaled from a topographic map and have
 AW0280.an estimated accuracy of +/- 6 seconds.
 AW0280
 AW0280.The orthometric height was determined by differential leveling
 AW0280.and adjusted by the National Geodetic Survey in June 1991..
 AW0280
 AW0280.The geoid height was determined by GEOID03.
 AW0280
 AW0280.The dynamic height is computed by dividing the NAVD 88
 AW0280.geopotential number by the normal gravity value computed on the
 AW0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0280.degrees latitude (g = 980.6199 gals.).
 AW0280
 AW0280.The modeled gravity was interpolated from observed gravity values.
 AW0280.The observed gravity was obtained from relative gravimeter ties
 AW0280.to the IGSN71 gravity network.
 AW0280
 AW0280;                    North         East    Units  Estimated Accuracy
 AW0280;SPC TXSC     - 4,221,150.      930,050.      MT  (+/- 180 meters Scaled)
 AW0280
 AW0280                          SUPERSEDED SURVEY CONTROL
 AW0280
 AW0280  NGVD 29 (12/23/87)   27.270  (m)           89.47   (f) ADJUSTED    1 1
 AW0280
 AW0280.Superseded values are not recommended for survey control.
 AW0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0280.See file dsdata.txt to determine how the superseded data were derived.
 AW0280
 AW0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN500977(NAD 83)
 AW0280_MARKER: DB = BENCH MARK DISK
 AW0280_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0280_SP_SET: COPPER-CLAD STEEL ROD
 AW0280_STAMPING: L 1226 1976
 AW0280_MARK LOGO: NGS   
 AW0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0280+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 AW0280
 AW0280  HISTORY     - Date     Condition        Report By
 AW0280  HISTORY     - 1976     MONUMENTED       NGS
 AW0280  HISTORY     - 1978     GOOD             NGS
 AW0280  HISTORY     - 1983     GOOD             NGS
 AW0280  HISTORY     - 1986     GOOD             NGS
 AW0280  HISTORY     - 1987     GOOD             USPSQD
 AW0280  HISTORY     - 1987     GOOD             USPSQD
 AW0280  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0280  HISTORY     - 19941022 GOOD             USPSQD
 AW0280  HISTORY     - 20040413 GOOD             USPSQD
 AW0280
 AW0280                          STATION DESCRIPTION
 AW0280
 AW0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW0280'3.45 MI EAST FROM ADDICKS.
 AW0280'ABOUT 3.45 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0280'THE RAILROAD OVERPASS OVER STATE HIGHWAY 6, AT THE ENTRANCE TO CITY OF
 AW0280'HOUSTON WATERWORKS (11500 OLD KATY NEAR MIKE THE MUFFLER MAN),
 AW0280'ABOUT 40 YARDS NORTH AND ACROSS OLD KATY ROAD FROM THE NORTH RAIL ON
 AW0280'THE INSIDE OF A CHAIN LINK FENCE, 33.5 FT NORTH OF THE CENTER LINE OF
 AW0280'OLD KATY ROAD, 15 FEET WEST OF THE CENTER OF THE ENTRANCE TO THE CITY
 AW0280'OF HOUSTON WATERWORKS, 1 FOOT NORTH OF A CHAIN LINK FENCE.  ROD WAS
 AW0280'DRIVEN TO GRADUAL REFUSAL.
 AW0280
 AW0280                          STATION RECOVERY (1978)
 AW0280
 AW0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0280'RECOVERED IN GOOD CONDITION.
 AW0280
 AW0280                          STATION RECOVERY (1983)
 AW0280
 AW0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0280'RECOVERED IN GOOD CONDITION.
 AW0280
 AW0280                          STATION RECOVERY (1986)
 AW0280
 AW0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0280'RECOVERED IN GOOD CONDITION.
 AW0280
 AW0280                          STATION RECOVERY (1987)
 AW0280
 AW0280'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW0280'RECOVERED IN GOOD CONDITION.
 AW0280
 AW0280                          STATION RECOVERY (1987)
 AW0280
 AW0280'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0280'RECOVERED IN GOOD CONDITION.
 AW0280
 AW0280                          STATION RECOVERY (1989)
 AW0280
 AW0280'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0280'MARK NOT FOUND.
 AW0280
 AW0280                          STATION RECOVERY (1994)
 AW0280
 AW0280'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0280'RECOVERED IN GOOD CONDITION.
 AW0280
 AW0280                          STATION RECOVERY (2004)
 AW0280
 AW0280'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0948 ***********************************************************************
 AW0948  DESIGNATION -  L 1227
 AW0948  PID         -  AW0948
 AW0948  STATE/COUNTY-  TX/HARRIS
 AW0948  USGS QUAD   -  HIGHLANDS (1995)
 AW0948
 AW0948                         *CURRENT SURVEY CONTROL
 AW0948  ___________________________________________________________________
 AW0948* NAD 83(1986)-  29 45 29.     (N)    095 01 49.     (W)     SCALED    
 AW0948* NAVD 88     -         7.005  (meters)      22.98   (feet)  ADJUSTED  
 AW0948  ___________________________________________________________________
 AW0948  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AW0948  DYNAMIC HT  -           6.996 (meters)      22.95  (feet)  COMP
 AW0948  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 AW0948
 AW0948  VERT ORDER  -  FIRST     CLASS I
 AW0948
 AW0948.The horizontal coordinates were scaled from a topographic map and have
 AW0948.an estimated accuracy of +/- 6 seconds.
 AW0948
 AW0948.The orthometric height was determined by differential leveling
 AW0948.and adjusted by the National Geodetic Survey in June 1991..
 AW0948
 AW0948.The geoid height was determined by GEOID03.
 AW0948
 AW0948.The dynamic height is computed by dividing the NAVD 88
 AW0948.geopotential number by the normal gravity value computed on the
 AW0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0948.degrees latitude (g = 980.6199 gals.).
 AW0948
 AW0948.The modeled gravity was interpolated from observed gravity values.
 AW0948
 AW0948;                    North         East    Units  Estimated Accuracy
 AW0948;SPC TXSC     - 4,219,830.      983,830.      MT  (+/- 180 meters Scaled)
 AW0948
 AW0948                          SUPERSEDED SURVEY CONTROL
 AW0948
 AW0948  NGVD 29 (12/23/87)    7.003  (m)           22.98   (f) ADJUSTED    1 1
 AW0948
 AW0948.Superseded values are not recommended for survey control.
 AW0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0948.See file dsdata.txt to determine how the superseded data were derived.
 AW0948
 AW0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN036937(NAD 83)
 AW0948_MARKER: DB = BENCH MARK DISK
 AW0948_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AW0948_SP_SET: COPPER-CLAD STEEL ROD
 AW0948_STAMPING: L 1227 1976
 AW0948_MARK LOGO: NGS   
 AW0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0948
 AW0948  HISTORY     - Date     Condition        Report By
 AW0948  HISTORY     - 1976     MONUMENTED       NGS
 AW0948  HISTORY     - 1978     GOOD             NGS
 AW0948  HISTORY     - 1983     GOOD             NGS
 AW0948  HISTORY     - 1986     GOOD             NGS
 AW0948  HISTORY     - 1989     GOOD             USPSQD
 AW0948
 AW0948                          STATION DESCRIPTION
 AW0948
 AW0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AW0948'3.6 MI NW FROM BAYTOWN.
 AW0948'ABOUT 0.15 MILE SW ALONG MARKET STREET FROM SUBSTATION A POST OFFICE
 AW0948'AT BAYTOWN, THENCE 2.85 MILES NW ALONG BAYWAY DRIVE, THENCE 0.3 MILE
 AW0948'EAST ALONG NORTH STREET, THENCE 0.15 MILE NORTH ALONG WOOSTER STREET,
 AW0948'THENCE 0.15 MILE WEST ALONG COBURN STREET AND INSIDE A CHAIN LINK
 AW0948'FENCE, IN THE NE CORNER 32 FEET EAST OF THE CENTER OF A CHAIN LINK
 AW0948'GATE, 33 FEET SOUTH OF THE CENTER OF COBURN STREET, 6 FEET SW OF THE
 AW0948'FENCE CORNER.  ROD WAS DRIVEN TO REFUSAL.
 AW0948
 AW0948                          STATION RECOVERY (1978)
 AW0948
 AW0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0948'RECOVERED IN GOOD CONDITION.
 AW0948
 AW0948                          STATION RECOVERY (1983)
 AW0948
 AW0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0948'RECOVERED IN GOOD CONDITION.
 AW0948
 AW0948                          STATION RECOVERY (1986)
 AW0948
 AW0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0948'RECOVERED IN GOOD CONDITION.
 AW0948
 AW0948                          STATION RECOVERY (1989)
 AW0948
 AW0948'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAC)
 AW0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1187 ***********************************************************************
 AN1187  DESIGNATION -  L 123
 AN1187  PID         -  AN1187
 AN1187  STATE/COUNTY-  TX/VICTORIA
 AN1187  USGS QUAD   -  VICTORIA WEST (1987)
 AN1187
 AN1187                         *CURRENT SURVEY CONTROL
 AN1187  ___________________________________________________________________
 AN1187* NAD 83(1986)-  28 50 22.     (N)    097 00 27.     (W)     SCALED    
 AN1187* NAVD 88     -        27.28   (+/-2cm)      89.5    (feet)  VERTCON   
 AN1187  ___________________________________________________________________
 AN1187  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN1187
 AN1187  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1187
 AN1187.The horizontal coordinates were scaled from a topographic map and have
 AN1187.an estimated accuracy of +/- 6 seconds.
 AN1187
 AN1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1187.The vertical order pertains to the NGVD 29 superseded value.
 AN1187
 AN1187.The geoid height was determined by GEOID03.
 AN1187
 AN1187;                    North         East    Units  Estimated Accuracy
 AN1187;SPC TXSC     - 4,113,160.      794,420.      MT  (+/- 180 meters Scaled)
 AN1187
 AN1187                          SUPERSEDED SURVEY CONTROL
 AN1187
 AN1187  NGVD 29 (??/??/92)   27.36   (m)           89.8    (f) COMPUTED    2 0
 AN1187
 AN1187.Superseded values are not recommended for survey control.
 AN1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1187.See file dsdata.txt to determine how the superseded data were derived.
 AN1187
 AN1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS943918(NAD 83)
 AN1187_MARKER: DB = BENCH MARK DISK
 AN1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1187_STAMPING: L 123 1933
 AN1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1187+STABILITY: SURFACE MOTION
 AN1187
 AN1187  HISTORY     - Date     Condition        Report By
 AN1187  HISTORY     - 1933     MONUMENTED       CGS
 AN1187  HISTORY     - 1943     GOOD             NGS
 AN1187  HISTORY     - 20060811 MARK NOT FOUND   USPSQD
 AN1187
 AN1187                          STATION DESCRIPTION
 AN1187
 AN1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1187'2.4 MI N FROM VICTORIA.
 AN1187'2.4 MILES NORTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1187'CROSSING OF U.S. HIGHWAY 59 AT VICTORIA, VICTORIA COUNTY, 5.3 FEET
 AN1187'NORTHWEST OF THE FIFTH POLE SOUTH OF MILEPOST 30, AT THE CROSSING OF A
 AN1187'DIRT ROAD LEADING EAST TO A SMALL FRAME HOUSE, 39 FEET EAST OF THE
 AN1187'CENTERLINE OF THE TRACK, 32 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 AN1187'3.3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN
 AN1187'THE TRACK.  A STANDARD DISK, STAMPED L 123 1933 AND SET IN THE TOP OF
 AN1187'A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN1187
 AN1187                          STATION RECOVERY (2006)
 AN1187
 AN1187'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AN1187'THIS FALLS IN A WELL MOWED AREA.  A STORM SEWER DRAIN HAS BEEN PUT IN
 AN1187'WITHIN A COUPLE OF FEET OF THE NOTED POSITION.  THE MARK WAS MOST
 AN1187'LIKELY DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0717 ***********************************************************************
 CD0717  DESIGNATION -  L 1235
 CD0717  PID         -  CD0717
 CD0717  STATE/COUNTY-  TX/CULBERSON
 CD0717  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0717
 CD0717                         *CURRENT SURVEY CONTROL
 CD0717  ___________________________________________________________________
 CD0717* NAD 83(1986)-  31 54 26.     (N)    104 41 56.     (W)     SCALED    
 CD0717* NAVD 88     -      1383.315  (meters)    4538.43   (feet)  ADJUSTED  
 CD0717  ___________________________________________________________________
 CD0717  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CD0717  DYNAMIC HT  -        1381.181 (meters)    4531.42  (feet)  COMP
 CD0717  MODELED GRAV-     979,048.7   (mgal)                       NAVD 88
 CD0717
 CD0717  VERT ORDER  -  FIRST     CLASS I
 CD0717
 CD0717.The horizontal coordinates were scaled from a topographic map and have
 CD0717.an estimated accuracy of +/- 6 seconds.
 CD0717
 CD0717.The orthometric height was determined by differential leveling
 CD0717.and adjusted by the National Geodetic Survey in June 1991..
 CD0717
 CD0717.The geoid height was determined by GEOID03.
 CD0717
 CD0717.The dynamic height is computed by dividing the NAVD 88
 CD0717.geopotential number by the normal gravity value computed on the
 CD0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0717.degrees latitude (g = 980.6199 gals.).
 CD0717
 CD0717.The modeled gravity was interpolated from observed gravity values.
 CD0717
 CD0717;                    North         East    Units  Estimated Accuracy
 CD0717;SPC TX C     - 3,256,490.      287,170.      MT  (+/- 180 meters Scaled)
 CD0717
 CD0717                          SUPERSEDED SURVEY CONTROL
 CD0717
 CD0717  NGVD 29 (??/??/92) 1382.719  (m)         4536.47   (f) ADJ UNCH    1 1
 CD0717
 CD0717.Superseded values are not recommended for survey control.
 CD0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0717.See file dsdata.txt to determine how the superseded data were derived.
 CD0717
 CD0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER284301(NAD 83)
 CD0717_MARKER: DB = BENCH MARK DISK
 CD0717_SETTING: 66 = SET IN ROCK OUTCROP
 CD0717_SP_SET: BED ROCK
 CD0717_STAMPING: L 1235 1977
 CD0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0717+STABILITY: POSITION/ELEVATION WELL
 CD0717
 CD0717  HISTORY     - Date     Condition        Report By
 CD0717  HISTORY     - 1977     MONUMENTED       NGS
 CD0717
 CD0717                          STATION DESCRIPTION
 CD0717
 CD0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0717'10.65 MI NE FROM PINE SPRINGS.
 CD0717'7.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0717'STATE MAINTENANCE YARD AT PINE SPRINGS, THENCE 3.05
 CD0717'MILES SOUTHEAST ALONG A GRADED DIRT ROAD LEADING TO THE D RANCH,
 CD0717'AT THE CROSSING OF A SMALL DRY CREEK BED AND SET IN TOP OF
 CD0717'BED ROCK, 26 FT. SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CD0717'24.5 FT. NORTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0740 ***********************************************************************
 CD0740  DESIGNATION -  L 1236
 CD0740  PID         -  CD0740
 CD0740  STATE/COUNTY-  TX/HUDSPETH
 CD0740  USGS QUAD   -  SALT FLAT (1984)
 CD0740
 CD0740                         *CURRENT SURVEY CONTROL
 CD0740  ___________________________________________________________________
 CD0740* NAD 83(1986)-  31 44 40.     (N)    105 04 54.     (W)     SCALED    
 CD0740* NAVD 88     -      1131.238  (meters)    3711.40   (feet)  ADJUSTED  
 CD0740  ___________________________________________________________________
 CD0740  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CD0740  DYNAMIC HT  -        1129.563 (meters)    3705.91  (feet)  COMP
 CD0740  MODELED GRAV-     979,120.5   (mgal)                       NAVD 88
 CD0740
 CD0740  VERT ORDER  -  FIRST     CLASS I
 CD0740
 CD0740.The horizontal coordinates were scaled from a topographic map and have
 CD0740.an estimated accuracy of +/- 6 seconds.
 CD0740
 CD0740.The orthometric height was determined by differential leveling
 CD0740.and adjusted by the National Geodetic Survey in June 1991..
 CD0740
 CD0740.The geoid height was determined by GEOID03.
 CD0740
 CD0740.The dynamic height is computed by dividing the NAVD 88
 CD0740.geopotential number by the normal gravity value computed on the
 CD0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0740.degrees latitude (g = 980.6199 gals.).
 CD0740
 CD0740.The modeled gravity was interpolated from observed gravity values.
 CD0740
 CD0740;                    North         East    Units  Estimated Accuracy
 CD0740;SPC TX C     - 3,239,940.      250,230.      MT  (+/- 180 meters Scaled)
 CD0740
 CD0740                          SUPERSEDED SURVEY CONTROL
 CD0740
 CD0740  NGVD 29 (??/??/92) 1130.737  (m)         3709.76   (f) ADJ UNCH    1 1
 CD0740
 CD0740.Superseded values are not recommended for survey control.
 CD0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0740.See file dsdata.txt to determine how the superseded data were derived.
 CD0740
 CD0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR922121(NAD 83)
 CD0740_MARKER: DB = BENCH MARK DISK
 CD0740_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CD0740_SP_SET: 11 FT.
 CD0740_STAMPING: L 1236 1977
 CD0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0740
 CD0740  HISTORY     - Date     Condition        Report By
 CD0740  HISTORY     - 1977     MONUMENTED       NGS
 CD0740
 CD0740                          STATION DESCRIPTION
 CD0740
 CD0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CD0740'23.6 MI SW FROM PINE SPRINGS.
 CD0740'23.6 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0740'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, AT THE JUNCTION
 CD0740'OF A GRAVEL ROAD LEADING NORTH TO THE ABANDONED SALT FLAT AIRPORT,
 CD0740'0.05 MILE WEST OF THE SALT FLAT CAFE AND SERVICE STATION, 256 FT.
 CD0740'NORTH OF THE CENTER LINE OF THE HIGHWAY, 73 FT. WEST OF THE CENTER
 CD0740'LINE OF THE ROAD, 85 FT. NORTHWEST OF THE CENTER OF THE INTERSECTION
 CD0740'OF TWO GRAVEL ROADS, 4 FT. SOUTH OF THE RIGHT OF WAY FENCE, 2 FT.
 CD0740'EAST OF A POWER POLE WITH A TRANSFORMER, 18 FT. WEST OF A TELEPHONE
 CD0740'POLE WITH ONE GUY WIRE, DISK IS 0.5 FT. BELOW GROUND LEVEL ACCESS
 CD0740'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1664 ***********************************************************************
 AN1664  DESIGNATION -  L 124
 AN1664  PID         -  AN1664
 AN1664  STATE/COUNTY-  TX/DE WITT
 AN1664  USGS QUAD   -  YORKTOWN WEST (1987)
 AN1664
 AN1664                         *CURRENT SURVEY CONTROL
 AN1664  ___________________________________________________________________
 AN1664* NAD 83(1986)-  28 58 47.     (N)    097 30 26.     (W)     SCALED    
 AN1664* NAVD 88     -        82.59   (+/-2cm)     271.0    (feet)  VERTCON   
 AN1664  ___________________________________________________________________
 AN1664  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN1664
 AN1664  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1664
 AN1664.The horizontal coordinates were scaled from a topographic map and have
 AN1664.an estimated accuracy of +/- 6 seconds.
 AN1664
 AN1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1664.The vertical order pertains to the NGVD 29 superseded value.
 AN1664
 AN1664.The geoid height was determined by GEOID03.
 AN1664
 AN1664;                    North         East    Units  Estimated Accuracy
 AN1664;SPC TXSC     - 4,127,980.      745,460.      MT  (+/- 180 meters Scaled)
 AN1664
 AN1664                          SUPERSEDED SURVEY CONTROL
 AN1664
 AN1664  NGVD 29 (??/??/92)   82.586  (m)          270.95   (f) ADJ UNCH    2 0
 AN1664
 AN1664.Superseded values are not recommended for survey control.
 AN1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1664.See file dsdata.txt to determine how the superseded data were derived.
 AN1664
 AN1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT454066(NAD 83)
 AN1664_MARKER: DB = BENCH MARK DISK
 AN1664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1664_SP_SET: BRICK WALL
 AN1664_STAMPING: L 124 1933
 AN1664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1664
 AN1664  HISTORY     - Date     Condition        Report By
 AN1664  HISTORY     - 1933     MONUMENTED       CGS
 AN1664
 AN1664                          STATION DESCRIPTION
 AN1664
 AN1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1664'IN YORKTOWN.
 AN1664'AT YORKTOWN, DE WITT COUNTY, AT THE HIGH SCHOOL, IN THE MIDDLE OF THE
 AN1664'NORTH BRICK WALL, 2 FEET EAST OF THE WEST DOOR, AND 1.5 FEET ABOVE THE
 AN1664'PORCH RAILING.  A STANDARD DISK, STAMPED L 124 1933 AND SET
 AN1664'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1507 ***********************************************************************
 AW1507  DESIGNATION -  L 1241
 AW1507  PID         -  AW1507
 AW1507  STATE/COUNTY-  TX/CHAMBERS
 AW1507  USGS QUAD   -  MORGANS POINT (1993)
 AW1507
 AW1507                         *CURRENT SURVEY CONTROL
 AW1507  ___________________________________________________________________
 AW1507* NAD 83(1986)-  29 39 47.     (N)    094 53 47.     (W)     SCALED    
 AW1507* NAVD 88     -         6.73   (+/-2cm)      22.1    (feet)  VERTCON   
 AW1507  ___________________________________________________________________
 AW1507  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1507  OBS GRAVITY -     979,280.5   (mgal)                       GRAV_OBS
 AW1507
 AW1507  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1507
 AW1507.The horizontal coordinates were scaled from a topographic map and have
 AW1507.an estimated accuracy of +/- 6 seconds.
 AW1507
 AW1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1507.The vertical order pertains to the NGVD 29 superseded value.
 AW1507
 AW1507.The geoid height was determined by GEOID03.
 AW1507.The observed gravity was obtained from relative gravimeter ties
 AW1507.to the IGSN71 gravity network.
 AW1507
 AW1507;                    North         East    Units  Estimated Accuracy
 AW1507;SPC TXSC     - 4,209,750.      997,140.      MT  (+/- 180 meters Scaled)
 AW1507
 AW1507                          SUPERSEDED SURVEY CONTROL
 AW1507
 AW1507  NGVD 29 (??/??/92)    6.732  (m)           22.09   (f) ADJ UNCH    1 2
 AW1507
 AW1507.Superseded values are not recommended for survey control.
 AW1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1507.See file dsdata.txt to determine how the superseded data were derived.
 AW1507
 AW1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN164829(NAD 83)
 AW1507_MARKER: DB = BENCH MARK DISK
 AW1507_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AW1507_SP_SET: DEEP ROD
 AW1507_STAMPING: L 1241 1978
 AW1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1507+STABILITY: SURFACE MOTION
 AW1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1507+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 AW1507
 AW1507  HISTORY     - Date     Condition        Report By
 AW1507  HISTORY     - 1978     MONUMENTED       NGS
 AW1507  HISTORY     - 1989     GOOD             USPSQD
 AW1507  HISTORY     - 1990     GOOD             USPSQD
 AW1507  HISTORY     - 19961014 GOOD             USPSQD
 AW1507  HISTORY     - 20010331 GOOD             NGS
 AW1507  HISTORY     - 20040204 GOOD             USPSQD
 AW1507  HISTORY     - 20050206 GOOD             USPSQD
 AW1507
 AW1507                          STATION DESCRIPTION
 AW1507
 AW1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1507'7.6 MI SE FROM BAYTOWN.
 AW1507'ABOUT 1 BLOCK SOUTH ALONG NORTH GAILLARD STREET FROM THE POST OFFICE
 AW1507'AT BAYTOWN, THENCE 1.05 MILES EAST ALONG EAST TEXAS AVENUE, THENCE
 AW1507'4.95 MILES SOUTHEAST ALONG TRI-CITY ROAD.  THENCE 1.65 MILES
 AW1507'NORTHEAST ALONG FARM ROAD 2354 AND NORTHWEST AND ACROSS THE ROAD
 AW1507'FROM SMALL TRAILER PARK.  69 FEET NORTHWEST OF CENTERLINE OF
 AW1507'JUNCTION.  63 FEET NORTHWEST OF CENTERLINE OF FARM ROAD 2354.
 AW1507'1.5 FEET NORTHEAST OF POWER POLE NUMBER 9HA CU.  1.5 FEET
 AW1507'SOUTHEAST OF A FENCE.
 AW1507
 AW1507                          STATION RECOVERY (1989)
 AW1507
 AW1507'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1507'RECOVERED IN GOOD CONDITION.
 AW1507
 AW1507                          STATION RECOVERY (1990)
 AW1507
 AW1507'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW1507'RECOVERED IN GOOD CONDITION.
 AW1507
 AW1507                          STATION RECOVERY (1996)
 AW1507
 AW1507'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1507'RECOVERED IN GOOD CONDITION.
 AW1507
 AW1507                          STATION RECOVERY (2001)
 AW1507
 AW1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1507'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1507
 AW1507                          STATION RECOVERY (2004)
 AW1507
 AW1507'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1507'RECOVERED IN GOOD CONDITION.
 AW1507
 AW1507                          STATION RECOVERY (2005)
 AW1507
 AW1507'RECOVERY NOTE BY US POWER SQUADRON 2005
 AW1507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1363 ***********************************************************************
 AW1363  DESIGNATION -  L 1242
 AW1363  PID         -  AW1363
 AW1363  STATE/COUNTY-  TX/GALVESTON
 AW1363  USGS QUAD   -  CAPLEN (1994)
 AW1363
 AW1363                         *CURRENT SURVEY CONTROL
 AW1363  ___________________________________________________________________
 AW1363* NAD 83(1986)-  29 28 35.     (N)    094 35 15.     (W)     SCALED    
 AW1363* NAVD 88     -         2.39   (+/-2cm)       7.8    (feet)  VERTCON   
 AW1363  ___________________________________________________________________
 AW1363  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW1363
 AW1363  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1363
 AW1363.The horizontal coordinates were scaled from a topographic map and have
 AW1363.an estimated accuracy of +/- 6 seconds.
 AW1363
 AW1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1363.The vertical order pertains to the NGVD 29 superseded value.
 AW1363
 AW1363.The geoid height was determined by GEOID03.
 AW1363
 AW1363;                    North         East    Units  Estimated Accuracy
 AW1363;SPC TXSC     - 4,190,170.    1,027,800.      MT  (+/- 180 meters Scaled)
 AW1363
 AW1363                          SUPERSEDED SURVEY CONTROL
 AW1363
 AW1363  NGVD 29 (??/??/92)    2.391  (m)            7.84   (f) ADJ UNCH    1 2
 AW1363
 AW1363.Superseded values are not recommended for survey control.
 AW1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1363.See file dsdata.txt to determine how the superseded data were derived.
 AW1363
 AW1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN460618(NAD 83)
 AW1363_MARKER: DB = BENCH MARK DISK
 AW1363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1363_SP_SET: CULVERT
 AW1363_STAMPING: L 1242 1978
 AW1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1363
 AW1363  HISTORY     - Date     Condition        Report By
 AW1363  HISTORY     - 1978     MONUMENTED       NGS
 AW1363  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1363  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 AW1363
 AW1363                          STATION DESCRIPTION
 AW1363
 AW1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1363'6.7 MI SW FROM GILCHRIST.
 AW1363'ABOUT 6.7 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM THE POST
 AW1363'OFFICE AT GILCHRIST, SET IN THE CENTER OF 3X21 FOOT BOX CULVERT,
 AW1363'174 FEET NORTH OF POWER POLE NUMBER 175 286, 156 FEET SOUTHWEST
 AW1363'OF POWER POLE NUMBER 175 285, 36 FEET NORTHWEST OF A UNDERGROUND
 AW1363'CABLE POST WITH SIGN WITH TWO ARROWS, AND 30 FEET SOUTHEAST OF
 AW1363'THE CENTERLINE OF HIGHWAY.
 AW1363
 AW1363                          STATION RECOVERY (1990)
 AW1363
 AW1363'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AW1363'MARK NOT FOUND.
 AW1363
 AW1363                          STATION RECOVERY (1994)
 AW1363
 AW1363'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1420 ***********************************************************************
 AW1420  DESIGNATION -  L 1243
 AW1420  PID         -  AW1420
 AW1420  STATE/COUNTY-  TX/CHAMBERS
 AW1420  USGS QUAD   -  OYSTER BAYOU (1994)
 AW1420
 AW1420                         *CURRENT SURVEY CONTROL
 AW1420  ___________________________________________________________________
 AW1420* NAD 83(1986)-  29 40 07.     (N)    094 34 50.     (W)     SCALED    
 AW1420* NAVD 88     -         2.19   (+/-2cm)       7.2    (feet)  VERTCON   
 AW1420  ___________________________________________________________________
 AW1420  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW1420
 AW1420  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1420
 AW1420.The horizontal coordinates were scaled from a topographic map and have
 AW1420.an estimated accuracy of +/- 6 seconds.
 AW1420
 AW1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1420.The vertical order pertains to the NGVD 29 superseded value.
 AW1420
 AW1420.The geoid height was determined by GEOID03.
 AW1420
 AW1420;                    North         East    Units  Estimated Accuracy
 AW1420;SPC TXSC     - 4,211,480.    1,027,670.      MT  (+/- 180 meters Scaled)
 AW1420
 AW1420                          SUPERSEDED SURVEY CONTROL
 AW1420
 AW1420  NGVD 29 (??/??/92)    2.196  (m)            7.20   (f) ADJ UNCH    1 2
 AW1420
 AW1420.Superseded values are not recommended for survey control.
 AW1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1420.See file dsdata.txt to determine how the superseded data were derived.
 AW1420
 AW1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN470831(NAD 83)
 AW1420_MARKER: DB = BENCH MARK DISK
 AW1420_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AW1420_SP_SET: GALVANIZED STEEL ROD
 AW1420_STAMPING: L 1243 1978
 AW1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1420+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005
 AW1420
 AW1420  HISTORY     - Date     Condition        Report By
 AW1420  HISTORY     - 1978     MONUMENTED       NGS
 AW1420  HISTORY     - 19970510 GOOD             USPSQD
 AW1420  HISTORY     - 20010331 GOOD             NGS
 AW1420  HISTORY     - 20040308 GOOD             USPSQD
 AW1420  HISTORY     - 20050314 GOOD             USPSQD
 AW1420
 AW1420                          STATION DESCRIPTION
 AW1420
 AW1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1420'13.8 MI SE FROM ANAHUAC.
 AW1420'ABOUT 0.1 MILE EAST ALONG MILLER STREET FROM THE COURTHOUSE AT
 AW1420'ANAHUAC, THENCE ABOUT 7.4 MILES SOUTH ALONG FARM ROAD 564, THENCE
 AW1420'3.1 MILES EAST ALONG A PAVED ROAD, THENCE ABOUT 1.0 MILE SOUTHEAST
 AW1420'ALONG FARM ROAD 562, THENCE ABOUT 2.2 MILES EAST ALONG FARM ROAD
 AW1420'1985, 138 FEET SOUTHWEST OF A SHELL ROAD LEADING NORTH TO A CATTLE
 AW1420'GUARD, 60 FEET SOUTHWEST OF CENTERLINE OF ROAD, 15 FEET EAST OF
 AW1420'POWER POLE NUMBER 231-50 1849, AND 3 FEET NORTH OF A FENCE.
 AW1420
 AW1420                          STATION RECOVERY (1997)
 AW1420
 AW1420'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1420'RECOVERED IN GOOD CONDITION.
 AW1420
 AW1420                          STATION RECOVERY (2001)
 AW1420
 AW1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1420'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1420
 AW1420                          STATION RECOVERY (2004)
 AW1420
 AW1420'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1420'GO TO N29 40 06.3 W094 34 48.7
 AW1420
 AW1420                          STATION RECOVERY (2005)
 AW1420
 AW1420'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1737 ***********************************************************************
 AW1737  DESIGNATION -  L 1244
 AW1737  PID         -  AW1737
 AW1737  STATE/COUNTY-  TX/HARRIS
 AW1737  USGS QUAD   -  LA PORTE (1982)
 AW1737
 AW1737                         *CURRENT SURVEY CONTROL
 AW1737  ___________________________________________________________________
 AW1737* NAD 83(1986)-  29 41 53.     (N)    095 04 25.     (W)     SCALED    
 AW1737* NAVD 88     -         8.03   (+/-2cm)      26.3    (feet)  VERTCON   
 AW1737  ___________________________________________________________________
 AW1737  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1737
 AW1737  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1737
 AW1737.The horizontal coordinates were scaled from a topographic map and have
 AW1737.an estimated accuracy of +/- 6 seconds.
 AW1737
 AW1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1737.The vertical order pertains to the NGVD 29 superseded value.
 AW1737
 AW1737.The geoid height was determined by GEOID03.
 AW1737
 AW1737;                    North         East    Units  Estimated Accuracy
 AW1737;SPC TXSC     - 4,213,040.      979,870.      MT  (+/- 180 meters Scaled)
 AW1737
 AW1737                          SUPERSEDED SURVEY CONTROL
 AW1737
 AW1737  NGVD 29 (??/??/??)    8.024  (m)           26.33   (f) ADJUSTED    1 2
 AW1737
 AW1737.Superseded values are not recommended for survey control.
 AW1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1737.See file dsdata.txt to determine how the superseded data were derived.
 AW1737
 AW1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN993871(NAD 83)
 AW1737_MARKER: DB = BENCH MARK DISK
 AW1737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1737_SP_SET: HEADWALL CONCRETE CULVERT
 AW1737_STAMPING: L 1244 1978
 AW1737_MARK LOGO: NGS   
 AW1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1737
 AW1737  HISTORY     - Date     Condition        Report By
 AW1737  HISTORY     - 1978     MONUMENTED       NGS
 AW1737  HISTORY     - 1983     GOOD             NGS
 AW1737  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW1737  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1737  HISTORY     - 19931122 MARK NOT FOUND   USPSQD
 AW1737  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW1737  HISTORY     - 20031127 MARK NOT FOUND   USPSQD
 AW1737
 AW1737                          STATION DESCRIPTION
 AW1737
 AW1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1737'4.9 MI EAST FROM DEER PARK.
 AW1737'ABOUT 0.9 MILE NORTH ALONG CENTER STREET FROM THE CITY HALL IN
 AW1737'DEER PARK, AND THENCE 3.3 MILES EAST ALONG STATE HIGHWAY 225 (0.3
 AW1737'MILE WEST OF JUNCTION OF MILLER CUTOFF ROAD).  SET IN NORTHWEST
 AW1737'END OF 3X12 FEET PIPE CULVERT, 207 FEET SOUTHEAST OF POWER
 AW1737'POLE NUMBER R 25-65T, 72 FEET SOUTHWEST OF A POWER POLE, AND 24
 AW1737'FEET NORTH OF THE CENTERLINE OF WEST BOUND LANES OF THE HIGHWAY.
 AW1737
 AW1737                          STATION RECOVERY (1983)
 AW1737
 AW1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1737'RECOVERED IN GOOD CONDITION.
 AW1737
 AW1737                          STATION RECOVERY (1986)
 AW1737
 AW1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1737'NOT RECOVERED, THE PIPE CULVERT HAS BEEN REPLACED BY A BOX CULVERT,
 AW1737'CONSIDER DESTROYED.
 AW1737
 AW1737                          STATION RECOVERY (1987)
 AW1737
 AW1737'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1737'MARK NOT FOUND.
 AW1737
 AW1737                          STATION RECOVERY (1993)
 AW1737
 AW1737'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1737'MARK NOT FOUND.
 AW1737
 AW1737                          STATION RECOVERY (2001)
 AW1737
 AW1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1737'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1737
 AW1737                          STATION RECOVERY (2003)
 AW1737
 AW1737'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1737' 
 AW1737' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1304 ***********************************************************************
 AW1304  DESIGNATION -  L 1245
 AW1304  PID         -  AW1304
 AW1304  STATE/COUNTY-  TX/GALVESTON
 AW1304  USGS QUAD   -  DICKINSON (1997)
 AW1304
 AW1304                         *CURRENT SURVEY CONTROL
 AW1304  ___________________________________________________________________
 AW1304* NAD 83(1986)-  29 27 49.     (N)    095 02 39.     (W)     SCALED    
 AW1304* NAVD 88     -         4.949  (meters)      16.24   (feet)  ADJUSTED  
 AW1304  ___________________________________________________________________
 AW1304  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1304  DYNAMIC HT  -           4.943 (meters)      16.22  (feet)  COMP
 AW1304  MODELED GRAV-     979,270.8   (mgal)                       NAVD 88
 AW1304
 AW1304  VERT ORDER  -  FIRST     CLASS II
 AW1304
 AW1304.The horizontal coordinates were scaled from a topographic map and have
 AW1304.an estimated accuracy of +/- 6 seconds.
 AW1304
 AW1304.The orthometric height was determined by differential leveling
 AW1304.and adjusted by the National Geodetic Survey in June 1991..
 AW1304
 AW1304.The geoid height was determined by GEOID03.
 AW1304
 AW1304.The dynamic height is computed by dividing the NAVD 88
 AW1304.geopotential number by the normal gravity value computed on the
 AW1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1304.degrees latitude (g = 980.6199 gals.).
 AW1304
 AW1304.The modeled gravity was interpolated from observed gravity values.
 AW1304
 AW1304;                    North         East    Units  Estimated Accuracy
 AW1304;SPC TXSC     - 4,187,170.      983,600.      MT  (+/- 180 meters Scaled)
 AW1304
 AW1304                          SUPERSEDED SURVEY CONTROL
 AW1304
 AW1304  NGVD 29 (12/23/87)    4.946  (m)           16.23   (f) ADJUSTED    1 2
 AW1304
 AW1304.Superseded values are not recommended for survey control.
 AW1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1304.See file dsdata.txt to determine how the superseded data were derived.
 AW1304
 AW1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN017610(NAD 83)
 AW1304_MARKER: DB = BENCH MARK DISK
 AW1304_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1304_SP_SET: HEADWALL
 AW1304_STAMPING: L 1245 1978
 AW1304_MARK LOGO: NGS   
 AW1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1304+STABILITY: SURFACE MOTION
 AW1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1304+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AW1304
 AW1304  HISTORY     - Date     Condition        Report By
 AW1304  HISTORY     - 1978     MONUMENTED       NGS
 AW1304  HISTORY     - 1987     GOOD             NGS
 AW1304  HISTORY     - 1989     GOOD             USPSQD
 AW1304  HISTORY     - 1989     GOOD             USPSQD
 AW1304  HISTORY     - 1989     GOOD             USPSQD
 AW1304  HISTORY     - 1989     GOOD             USPSQD
 AW1304  HISTORY     - 1989     GOOD             USPSQD
 AW1304  HISTORY     - 1989     GOOD             USPSQD
 AW1304  HISTORY     - 1989     GOOD             USPSQD
 AW1304  HISTORY     - 1989     GOOD             USPSQD
 AW1304  HISTORY     - 1990     GOOD             USPSQD
 AW1304  HISTORY     - 1990     GOOD             USPSQD
 AW1304  HISTORY     - 19910202 GOOD             USPSQD
 AW1304  HISTORY     - 19990410 GOOD             USPSQD
 AW1304  HISTORY     - 20030531 MARK NOT FOUND   USPSQD
 AW1304  HISTORY     - 20040628 GOOD             USPSQD
 AW1304
 AW1304                          STATION DESCRIPTION
 AW1304
 AW1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1304'0.6 MI EAST FROM DICKINSON.
 AW1304'ABOUT 0.6 MILE EAST ALONG FARM ROAD 517, FROM THE JUNCTION OF STATE
 AW1304'HIGHWAY 3 IN DICKINSON, AT THE JUNCTION OF KANSAS AVENUE.  SET IN THE
 AW1304'TOP CENTER OF THE SOUTHEAST HEADWALL OF SMALL CULVERT 69 FEET
 AW1304'SOUTHEAST AND ACROSS THE ROAD FROM A POWER POLE WITH A TRANSFORMER
 AW1304'AND STREET LIGHT, 45 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE
 AW1304'NUMBER 4404, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 15 FEET
 AW1304'EAST OF THE CENTERLINE OF KANSAS AVENUE, AND 15 FEET NORTHWEST OF
 AW1304'A TELEPHONE POLE.
 AW1304
 AW1304                          STATION RECOVERY (1987)
 AW1304
 AW1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1304'RECOVERED IN GOOD CONDITION.
 AW1304
 AW1304                          STATION RECOVERY (1989)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1304'RECOVERED IN GOOD CONDITION.
 AW1304
 AW1304                          STATION RECOVERY (1989)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1304'RECOVERED IN GOOD CONDITION.
 AW1304
 AW1304                          STATION RECOVERY (1989)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1304'RECOVERED IN GOOD CONDITION.
 AW1304
 AW1304                          STATION RECOVERY (1989)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1304'RECOVERED IN GOOD CONDITION.
 AW1304
 AW1304                          STATION RECOVERY (1989)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1304'RECOVERED IN GOOD CONDITION.
 AW1304
 AW1304                          STATION RECOVERY (1989)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1304'RECOVERED IN GOOD CONDITION.
 AW1304
 AW1304                          STATION RECOVERY (1989)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1304'RECOVERED IN GOOD CONDITION.
 AW1304
 AW1304                          STATION RECOVERY (1989)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1304'RECOVERED IN GOOD CONDITION.
 AW1304
 AW1304                          STATION RECOVERY (1990)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAN)
 AW1304'RECOVERED IN GOOD CONDITION.
 AW1304
 AW1304                          STATION RECOVERY (1990)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1304'RECOVERED IN GOOD CONDITION.
 AW1304
 AW1304                          STATION RECOVERY (1991)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1304'RECOVERED IN GOOD CONDITION.
 AW1304
 AW1304                          STATION RECOVERY (1999)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1304'RECOVERED IN GOOD CONDITION.
 AW1304
 AW1304                          STATION RECOVERY (2003)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 2003 (KA)
 AW1304'MARK NOT FOUND.
 AW1304
 AW1304                          STATION RECOVERY (2004)
 AW1304
 AW1304'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1118 ***********************************************************************
 AW1118  DESIGNATION -  L 1246
 AW1118  PID         -  AW1118
 AW1118  STATE/COUNTY-  TX/HARRIS
 AW1118  USGS QUAD   -  PARK PLACE (1995)
 AW1118
 AW1118                         *CURRENT SURVEY CONTROL
 AW1118  ___________________________________________________________________
 AW1118* NAD 83(1986)-  29 41 26.     (N)    095 15 38.     (W)     SCALED    
 AW1118* NAVD 88     -         7.451  (meters)      24.45   (feet)  ADJUSTED  
 AW1118  ___________________________________________________________________
 AW1118  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1118  DYNAMIC HT  -           7.441 (meters)      24.41  (feet)  COMP
 AW1118  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 AW1118
 AW1118  VERT ORDER  -  FIRST     CLASS II
 AW1118
 AW1118.The horizontal coordinates were scaled from a topographic map and have
 AW1118.an estimated accuracy of +/- 6 seconds.
 AW1118
 AW1118.The orthometric height was determined by differential leveling
 AW1118.and adjusted by the National Geodetic Survey in June 1991..
 AW1118
 AW1118.The geoid height was determined by GEOID03.
 AW1118
 AW1118.The dynamic height is computed by dividing the NAVD 88
 AW1118.geopotential number by the normal gravity value computed on the
 AW1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1118.degrees latitude (g = 980.6199 gals.).
 AW1118
 AW1118.The modeled gravity was interpolated from observed gravity values.
 AW1118
 AW1118;                    North         East    Units  Estimated Accuracy
 AW1118;SPC TXSC     - 4,211,620.      961,820.      MT  (+/- 180 meters Scaled)
 AW1118
 AW1118                          SUPERSEDED SURVEY CONTROL
 AW1118
 AW1118  NGVD 29 (12/23/87)    7.448  (m)           24.44   (f) ADJUSTED    1 2
 AW1118
 AW1118.Superseded values are not recommended for survey control.
 AW1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1118.See file dsdata.txt to determine how the superseded data were derived.
 AW1118
 AW1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN812866(NAD 83)
 AW1118_MARKER: DB = BENCH MARK DISK
 AW1118_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AW1118_SP_SET: BRIDGE ABUTMENT
 AW1118_STAMPING: L 1246 1978
 AW1118_MARK LOGO: NGS   
 AW1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1118+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1118
 AW1118  HISTORY     - Date     Condition        Report By
 AW1118  HISTORY     - 1978     MONUMENTED       NGS
 AW1118  HISTORY     - 1983     GOOD             NGS
 AW1118  HISTORY     - 1987     GOOD             NGS
 AW1118  HISTORY     - 1988     GOOD             USPSQD
 AW1118  HISTORY     - 1988     GOOD             USPSQD
 AW1118  HISTORY     - 1989     GOOD             USPSQD
 AW1118  HISTORY     - 1989     GOOD             USPSQD
 AW1118  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW1118  HISTORY     - 1990     GOOD             USPSQD
 AW1118  HISTORY     - 19960615 GOOD             USPSQD
 AW1118  HISTORY     - 20031013 GOOD             USPSQD
 AW1118  HISTORY     - 20041125 GOOD             USPSQD
 AW1118  HISTORY     - 20060520 GOOD             USPSQD
 AW1118
 AW1118                          STATION DESCRIPTION
 AW1118
 AW1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1118'2.4 MI NW FROM SOUTH HOUSTON.
 AW1118'2.4 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1118'RAILROAD FROM THE CROSSING OF SPENCER HIGHWAY AT SOUTH HOUSTON,
 AW1118'DIRECTLY OPPOSITE OF A RAILROAD BRIDGE IN THE TOP CENTER OF THE
 AW1118'NORTHWEST ABUTMENT OF A BRIDGE OVER SIMS BAYOU 21 FEET WEST
 AW1118'OF THE CENTERLINE OF GALVESTON ROAD, 12 FEET SOUTHEAST OF THE
 AW1118'NORTHWEST END OF THE BRIDGE, AND 1 FOOT NORTHWEST OF THE NORTHWEST
 AW1118'END OF A STEEL GUARD RAIL.
 AW1118
 AW1118                          STATION RECOVERY (1983)
 AW1118
 AW1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1118'RECOVERED IN GOOD CONDITION.
 AW1118
 AW1118                          STATION RECOVERY (1987)
 AW1118
 AW1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1118'RECOVERED IN GOOD CONDITION.
 AW1118
 AW1118                          STATION RECOVERY (1988)
 AW1118
 AW1118'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJM)
 AW1118'RECOVERED IN GOOD CONDITION.
 AW1118
 AW1118                          STATION RECOVERY (1988)
 AW1118
 AW1118'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1118'RECOVERED IN GOOD CONDITION.
 AW1118
 AW1118                          STATION RECOVERY (1989)
 AW1118
 AW1118'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1118'RECOVERED IN GOOD CONDITION.
 AW1118
 AW1118                          STATION RECOVERY (1989)
 AW1118
 AW1118'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1118'RECOVERED IN GOOD CONDITION.
 AW1118
 AW1118                          STATION RECOVERY (1989)
 AW1118
 AW1118'RECOVERY NOTE BY US POWER SQUADRON 1989 (TLA)
 AW1118'MARK NOT FOUND.
 AW1118
 AW1118                          STATION RECOVERY (1990)
 AW1118
 AW1118'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1118'RECOVERED IN GOOD CONDITION.
 AW1118
 AW1118                          STATION RECOVERY (1996)
 AW1118
 AW1118'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW1118'RECOVERED IN GOOD CONDITION.
 AW1118
 AW1118                          STATION RECOVERY (2003)
 AW1118
 AW1118'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1118'RECOVERED IN GOOD CONDITION.
 AW1118
 AW1118                          STATION RECOVERY (2004)
 AW1118
 AW1118'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1118'ORANGE PAINT AROUND THE MARK TO SHOW WHERE IT IS LOCATED.
 AW1118
 AW1118                          STATION RECOVERY (2006)
 AW1118
 AW1118'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1118'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1808 ***********************************************************************
 BL1808  DESIGNATION -  L 1248
 BL1808  PID         -  BL1808
 BL1808  STATE/COUNTY-  TX/WALKER
 BL1808  USGS QUAD   -  PHELPS (1976)
 BL1808
 BL1808                         *CURRENT SURVEY CONTROL
 BL1808  ___________________________________________________________________
 BL1808* NAD 83(1986)-  30 42 19.     (N)    095 27 00.     (W)     SCALED    
 BL1808* NAVD 88     -       120.108  (meters)     394.05   (feet)  ADJUSTED  
 BL1808  ___________________________________________________________________
 BL1808  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BL1808  DYNAMIC HT  -         119.952 (meters)     393.54  (feet)  COMP
 BL1808  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 BL1808
 BL1808  VERT ORDER  -  FIRST     CLASS I
 BL1808
 BL1808.The horizontal coordinates were scaled from a topographic map and have
 BL1808.an estimated accuracy of +/- 6 seconds.
 BL1808
 BL1808.The orthometric height was determined by differential leveling
 BL1808.and adjusted by the National Geodetic Survey in June 1991..
 BL1808
 BL1808.The geoid height was determined by GEOID03.
 BL1808
 BL1808.The dynamic height is computed by dividing the NAVD 88
 BL1808.geopotential number by the normal gravity value computed on the
 BL1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1808.degrees latitude (g = 980.6199 gals.).
 BL1808
 BL1808.The modeled gravity was interpolated from observed gravity values.
 BL1808
 BL1808;                    North         East    Units  Estimated Accuracy
 BL1808;SPC TX C     - 3,125,400.    1,167,610.      MT  (+/- 180 meters Scaled)
 BL1808
 BL1808                          SUPERSEDED SURVEY CONTROL
 BL1808
 BL1808  NGVD 29 (12/23/87)  120.116  (m)          394.08   (f) ADJUSTED    1 1
 BL1808
 BL1808.Superseded values are not recommended for survey control.
 BL1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1808.See file dsdata.txt to determine how the superseded data were derived.
 BL1808
 BL1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP653995(NAD 83)
 BL1808_MARKER: DB = BENCH MARK DISK
 BL1808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1808_SP_SET: STAINLESS STEEL ROD
 BL1808_STAMPING: L 1248 1978
 BL1808_MARK LOGO: NGS   
 BL1808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1808
 BL1808  HISTORY     - Date     Condition        Report By
 BL1808  HISTORY     - 1978     MONUMENTED       NGS
 BL1808  HISTORY     - 1987     GOOD             NGS
 BL1808
 BL1808                          STATION DESCRIPTION
 BL1808
 BL1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1808'0.7 MI WEST FROM PHELPS.
 BL1808'0.7 MILE WEST ALONG THE INTERNATIONAL GREAT NORTHERN RAILROAD FROM
 BL1808'THE STATION AT PHELPS, 0.1 MILE WEST OF A PAVED ROAD CROSSING AND
 BL1808'SET IN BETWEEN TWO LARGE OAK TREES, 43 FEET SOUTH OF THE SOUTH
 BL1808'RAIL, 25 FEET NORTH OF CENTERLINE OF DIRT ROAD, 6 FEET WEST OF A 16
 BL1808'INCH OAK TREE, AND 4 FEET EAST OF A 20 INCH OAK TREE.
 BL1808'DISK IS LEVEL WITH THE GROUND, WHICH ACCESS IS HAD THROUGH A 4 INCH
 BL1808'PLASTIC SCREEW PLUG.
 BL1808
 BL1808                          STATION RECOVERY (1987)
 BL1808
 BL1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL1808'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.2 KM (0.75
 BL1808'MI) NORTHWESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS
 BL1808'JUNCTION WITH SPUR 2296 IN PHELPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0803 ***********************************************************************
 AW0803  DESIGNATION -  L 1249
 AW0803  PID         -  AW0803
 AW0803  STATE/COUNTY-  TX/HARRIS
 AW0803  USGS QUAD   -  HUMBLE (1995)
 AW0803
 AW0803                         *CURRENT SURVEY CONTROL
 AW0803  ___________________________________________________________________
 AW0803* NAD 83(1986)-  29 55 47.     (N)    095 20 01.     (W)     SCALED    
 AW0803* NAVD 88     -        22.810  (meters)      74.84   (feet)  ADJUSTED  
 AW0803  ___________________________________________________________________
 AW0803  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AW0803  DYNAMIC HT  -          22.779 (meters)      74.73  (feet)  COMP
 AW0803  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 AW0803
 AW0803  VERT ORDER  -  FIRST     CLASS II
 AW0803
 AW0803.The horizontal coordinates were scaled from a topographic map and have
 AW0803.an estimated accuracy of +/- 6 seconds.
 AW0803
 AW0803.The orthometric height was determined by differential leveling
 AW0803.and adjusted by the National Geodetic Survey in June 1991..
 AW0803
 AW0803.The geoid height was determined by GEOID03.
 AW0803
 AW0803.The dynamic height is computed by dividing the NAVD 88
 AW0803.geopotential number by the normal gravity value computed on the
 AW0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0803.degrees latitude (g = 980.6199 gals.).
 AW0803
 AW0803.The modeled gravity was interpolated from observed gravity values.
 AW0803
 AW0803;                    North         East    Units  Estimated Accuracy
 AW0803;SPC TXSC     - 4,237,890.      953,920.      MT  (+/- 180 meters Scaled)
 AW0803
 AW0803                          SUPERSEDED SURVEY CONTROL
 AW0803
 AW0803  NGVD 29 (12/23/87)   22.808  (m)           74.83   (f) ADJUSTED    1 2
 AW0803
 AW0803.Superseded values are not recommended for survey control.
 AW0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0803.See file dsdata.txt to determine how the superseded data were derived.
 AW0803
 AW0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP747132(NAD 83)
 AW0803_MARKER: DD = SURVEY DISK
 AW0803_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0803_SP_SET: HEADWALL
 AW0803_STAMPING: L 1249 1978
 AW0803_MARK LOGO: HCFC  
 AW0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0803+STABILITY: SURFACE MOTION
 AW0803
 AW0803  HISTORY     - Date     Condition        Report By
 AW0803  HISTORY     - 1978     MONUMENTED       NGS
 AW0803  HISTORY     - 1987     GOOD             NGS
 AW0803  HISTORY     - 19941009 MARK NOT FOUND   NGS
 AW0803  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AW0803
 AW0803                          STATION DESCRIPTION
 AW0803
 AW0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0803'1.3 MI EAST FROM ALDINE.
 AW0803'1.3 MILES EAST ALONG FARM ROAD 525 FROM THE HIGH SCHOOL AT ALDINE, AT
 AW0803'THE NORTHEAST CORNER OF THE CHURCH YARD (PINE GROVE), SET IN TOP
 AW0803'OF THE CENTER OF THE SOUTH HEADWALL FOR A DRAINAGE DITCH, 21 FEET
 AW0803'SOUTH OF THE CENTERLINE OF FARM ROAD 525.  NOTE=A HARRIS COUNTY
 AW0803'FLOOD CONTROL DISK WAS FOUND AND STAMPED L 1249 1978.
 AW0803
 AW0803                          STATION RECOVERY (1987)
 AW0803
 AW0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0803'RECOVERED IN GOOD CONDITION.
 AW0803
 AW0803                          STATION RECOVERY (1994)
 AW0803
 AW0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AW0803'SEARCHED FOR, NOT RECOVERED.
 AW0803
 AW0803                          STATION RECOVERY (2004)
 AW0803
 AW0803'RECOVERY NOTE BY US POWER SQUADRON 2004
 AW0803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1467 ***********************************************************************
 AN1467  DESIGNATION -  L 125
 AN1467  PID         -  AN1467
 AN1467  STATE/COUNTY-  TX/BEE
 AN1467  USGS QUAD   -  BEEVILLE EAST (1979)
 AN1467
 AN1467                         *CURRENT SURVEY CONTROL
 AN1467  ___________________________________________________________________
 AN1467* NAD 83(1986)-  28 24 38.     (N)    097 44 46.     (W)     SCALED    
 AN1467* NAVD 88     -        72.162  (meters)     236.75   (feet)  ADJUSTED  
 AN1467  ___________________________________________________________________
 AN1467  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AN1467  DYNAMIC HT  -          72.054 (meters)     236.40  (feet)  COMP
 AN1467  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 AN1467
 AN1467  VERT ORDER  -  FIRST     CLASS II
 AN1467
 AN1467.The horizontal coordinates were scaled from a topographic map and have
 AN1467.an estimated accuracy of +/- 6 seconds.
 AN1467
 AN1467.The orthometric height was determined by differential leveling
 AN1467.and adjusted by the National Geodetic Survey in June 1991..
 AN1467
 AN1467.The geoid height was determined by GEOID03.
 AN1467
 AN1467.The dynamic height is computed by dividing the NAVD 88
 AN1467.geopotential number by the normal gravity value computed on the
 AN1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1467.degrees latitude (g = 980.6199 gals.).
 AN1467
 AN1467.The modeled gravity was interpolated from observed gravity values.
 AN1467
 AN1467;                    North         East    Units  Estimated Accuracy
 AN1467;SPC TXSC     - 4,064,630.      722,860.      MT  (+/- 180 meters Scaled)
 AN1467
 AN1467                          SUPERSEDED SURVEY CONTROL
 AN1467
 AN1467  NGVD 29 (??/??/92)   72.155  (m)          236.73   (f) ADJ UNCH    1 2
 AN1467
 AN1467.Superseded values are not recommended for survey control.
 AN1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1467.See file dsdata.txt to determine how the superseded data were derived.
 AN1467
 AN1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS228433(NAD 83)
 AN1467_MARKER: DB = BENCH MARK DISK
 AN1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1467_STAMPING: MAG. STA. L-125 1933
 AN1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1467+STABILITY: SURFACE MOTION
 AN1467
 AN1467  HISTORY     - Date     Condition        Report By
 AN1467  HISTORY     - 1933     MONUMENTED       CGS
 AN1467  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1467  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1467  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1467
 AN1467                          STATION DESCRIPTION
 AN1467
 AN1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AN1467'IN BEEVILLE.
 AN1467'AT THE BEEVILLE HIGH SCHOOL 143.0 FT. EAST AND 8.0 FT. SOUTH OF THE
 AN1467'NORTH END OF THE GYMNASIUM.
 AN1467
 AN1467                          STATION RECOVERY (1975)
 AN1467
 AN1467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1467'MARK NOT FOUND.
 AN1467
 AN1467                          STATION RECOVERY (1981)
 AN1467
 AN1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1467'SEARCHED FOR, NOT RECOVERED.  REPORTED TO BE RESET IN 1955, NO DATA
 AN1467'AVAILABLE.  SCHOOL PRINCIPAL STATED THAT THE RESET MARK WAS DESTROYED
 AN1467'BY SCHOOL CONSTRUCTION.
 AN1467
 AN1467                          STATION RECOVERY (1996)
 AN1467
 AN1467'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0798 ***********************************************************************
 AW0798  DESIGNATION -  L 1250
 AW0798  PID         -  AW0798
 AW0798  STATE/COUNTY-  TX/HARRIS
 AW0798  USGS QUAD   -  SATSUMA (1982)
 AW0798
 AW0798                         *CURRENT SURVEY CONTROL
 AW0798  ___________________________________________________________________
 AW0798* NAD 83(1986)-  29 55 37.     (N)    095 30 57.     (W)     SCALED    
 AW0798* NAVD 88     -        34.473  (meters)     113.10   (feet)  ADJUSTED  
 AW0798  ___________________________________________________________________
 AW0798  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AW0798  DYNAMIC HT  -          34.426 (meters)     112.95  (feet)  COMP
 AW0798  MODELED GRAV-     979,292.0   (mgal)                       NAVD 88
 AW0798
 AW0798  VERT ORDER  -  FIRST     CLASS II
 AW0798
 AW0798.The horizontal coordinates were scaled from a topographic map and have
 AW0798.an estimated accuracy of +/- 6 seconds.
 AW0798
 AW0798.The orthometric height was determined by differential leveling
 AW0798.and adjusted by the National Geodetic Survey in June 1991..
 AW0798
 AW0798.The geoid height was determined by GEOID03.
 AW0798
 AW0798.The dynamic height is computed by dividing the NAVD 88
 AW0798.geopotential number by the normal gravity value computed on the
 AW0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0798.degrees latitude (g = 980.6199 gals.).
 AW0798
 AW0798.The modeled gravity was interpolated from observed gravity values.
 AW0798
 AW0798;                    North         East    Units  Estimated Accuracy
 AW0798;SPC TXSC     - 4,237,040.      936,340.      MT  (+/- 180 meters Scaled)
 AW0798
 AW0798                          SUPERSEDED SURVEY CONTROL
 AW0798
 AW0798  NGVD 29 (12/23/87)   34.468  (m)          113.08   (f) ADJUSTED    1 2
 AW0798
 AW0798.Superseded values are not recommended for survey control.
 AW0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0798.See file dsdata.txt to determine how the superseded data were derived.
 AW0798
 AW0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP571133(NAD 83)
 AW0798_MARKER: B = BOLT
 AW0798_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW0798+WITH SETTING: PAVEMENT
 AW0798_SP_SET: TOWER FOUNDATION
 AW0798_STAMPING: L 1250 1978
 AW0798_MARK LOGO: NONE  
 AW0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0798+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AW0798
 AW0798  HISTORY     - Date     Condition        Report By
 AW0798  HISTORY     - 1978     MONUMENTED       NGS
 AW0798  HISTORY     - 1986     GOOD             NGS
 AW0798  HISTORY     - 19940404 GOOD             USPSQD
 AW0798  HISTORY     - 20040712 GOOD             USPSQD
 AW0798  HISTORY     - 20051014 GOOD             USPSQD
 AW0798
 AW0798                          STATION DESCRIPTION
 AW0798
 AW0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0798'10.7 MI NW FROM HOUSTON.
 AW0798'10.7 MILES NORTHWEST ALONG THE BURLINGTON-ROCK ISLAND RAILROAD FROM
 AW0798'THE UNDERPASS ON THE NORTH SHEPHERD DRIVE AT HOUSTON, 0.1 MILES NORTH
 AW0798'OF THE CROSSING OF FAIRBANKS AND NORTH HOUSTON ROAD, SET ON TOP OF
 AW0798'THE WEST CORNER OF THE FOUNDATION OF A 70 FOOT STEEL POWER TOWER
 AW0798'40 FEET NORTHEAST OF THE NORTHEAST RAIL.  NOTE, A 3 INCH BOLT STAMPED
 AW0798'L 1250 1978 AND PAINTED WHITE.  THIS IS A JUNCTION TIE MARK.
 AW0798
 AW0798                          STATION RECOVERY (1986)
 AW0798
 AW0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0798'RECOVERED IN GOOD CONDITION.
 AW0798
 AW0798                          STATION RECOVERY (1994)
 AW0798
 AW0798'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0798'RECOVERED IN GOOD CONDITION.
 AW0798
 AW0798                          STATION RECOVERY (2004)
 AW0798
 AW0798'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0798'RECOVERED IN GOOD CONDITION.
 AW0798
 AW0798                          STATION RECOVERY (2005)
 AW0798
 AW0798'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0798'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0295 ***********************************************************************
 AW0295  DESIGNATION -  L 1251
 AW0295  PID         -  AW0295
 AW0295  STATE/COUNTY-  TX/HARRIS
 AW0295  USGS QUAD   -  HEDWIG VILLAGE (1982)
 AW0295
 AW0295                         *CURRENT SURVEY CONTROL
 AW0295  ___________________________________________________________________
 AW0295* NAD 83(1986)-  29 47 05.     (N)    095 33 55.     (W)     SCALED    
 AW0295* NAVD 88     -        22.890  (meters)      75.10   (feet)  ADJUSTED  
 AW0295  ___________________________________________________________________
 AW0295  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AW0295  DYNAMIC HT  -          22.859 (meters)      75.00  (feet)  COMP
 AW0295  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 AW0295
 AW0295  VERT ORDER  -  FIRST     CLASS II
 AW0295
 AW0295.The horizontal coordinates were scaled from a topographic map and have
 AW0295.an estimated accuracy of +/- 6 seconds.
 AW0295
 AW0295.The orthometric height was determined by differential leveling
 AW0295.and adjusted by the National Geodetic Survey in June 1991..
 AW0295
 AW0295.The geoid height was determined by GEOID03.
 AW0295
 AW0295.The dynamic height is computed by dividing the NAVD 88
 AW0295.geopotential number by the normal gravity value computed on the
 AW0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0295.degrees latitude (g = 980.6199 gals.).
 AW0295
 AW0295.The modeled gravity was interpolated from observed gravity values.
 AW0295
 AW0295;                    North         East    Units  Estimated Accuracy
 AW0295;SPC TXSC     - 4,221,140.      932,030.      MT  (+/- 180 meters Scaled)
 AW0295
 AW0295                          SUPERSEDED SURVEY CONTROL
 AW0295
 AW0295  NGVD 29 (12/23/87)   22.884  (m)           75.08   (f) ADJUSTED    1 2
 AW0295
 AW0295.Superseded values are not recommended for survey control.
 AW0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0295.See file dsdata.txt to determine how the superseded data were derived.
 AW0295
 AW0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN520976(NAD 83)
 AW0295_MARKER: I = METAL ROD
 AW0295_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0295_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0295_STAMPING: L 1251 1978
 AW0295_MARK LOGO: NGS   
 AW0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0295+STABILITY: POSITION/ELEVATION WELL
 AW0295
 AW0295  HISTORY     - Date     Condition        Report By
 AW0295  HISTORY     - 1978     MONUMENTED       NGS
 AW0295  HISTORY     - 1981     GOOD             NGS
 AW0295  HISTORY     - 1983     GOOD             NGS
 AW0295  HISTORY     - 1986     GOOD             NGS
 AW0295  HISTORY     - 1987     GOOD             USPSQD
 AW0295  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AW0295  HISTORY     - 19941022 MARK NOT FOUND   USPSQD
 AW0295  HISTORY     - 20040413 MARK NOT FOUND   USPSQD
 AW0295
 AW0295                          STATION DESCRIPTION
 AW0295
 AW0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0295'4.7 MI EAST FROM ADDICKS.
 AW0295'4.7 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AW0295'RAILROAD BRIDGE OVER U.S. HIGHWAY 6 IN ADDICKS, ABOUT 0.1 MILE WEST
 AW0295'OF THE SOUTH BOUND LANES OF THE WEST BELT DRIVE, 80.5 FEET WEST OF THE
 AW0295'WEST END OF A RETAINING WALL, 42.5 FEET SOUTH OF THE SOUTH RAIL, 37
 AW0295'FEET EAST OF A POLE WITH DOUBLE GUY WIRES, AND 16.5 FEET NORTH OF THE
 AW0295'NORTH CURB OF THE WEST BOUND ACCESS ROAD.
 AW0295'NOTE=THE SLEEVE DEPTH IS 40 FEET.
 AW0295
 AW0295                          STATION RECOVERY (1981)
 AW0295
 AW0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0295'RECOVERED IN GOOD CONDITION.
 AW0295
 AW0295                          STATION RECOVERY (1983)
 AW0295
 AW0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0295'RECOVERED IN GOOD CONDITION.  NOTE, NO WITNESS
 AW0295'POST WAS RESET DUE TO MOWING IN THE AREA.
 AW0295
 AW0295                          STATION RECOVERY (1986)
 AW0295
 AW0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0295'RECOVERED IN GOOD CONDITION.
 AW0295
 AW0295                          STATION RECOVERY (1987)
 AW0295
 AW0295'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0295'RECOVERED IN GOOD CONDITION.
 AW0295
 AW0295                          STATION RECOVERY (1989)
 AW0295
 AW0295'RECOVERY NOTE BY US POWER SQUADRON 1989 (LLT)
 AW0295'MARK NOT FOUND.
 AW0295
 AW0295                          STATION RECOVERY (1994)
 AW0295
 AW0295'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0295'MARK NOT FOUND.
 AW0295
 AW0295                          STATION RECOVERY (2004)
 AW0295
 AW0295'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2435 ***********************************************************************
 AX2435  DESIGNATION -  L 1252
 AX2435  PID         -  AX2435
 AX2435  STATE/COUNTY-  TX/AUSTIN
 AX2435  USGS QUAD   -  WALLIS (1980)
 AX2435
 AX2435                         *CURRENT SURVEY CONTROL
 AX2435  ___________________________________________________________________
 AX2435* NAD 83(1986)-  29 40 26.     (N)    096 06 22.     (W)     SCALED    
 AX2435* NAVD 88     -        42.59   (+/-2cm)     139.7    (feet)  VERTCON   
 AX2435  ___________________________________________________________________
 AX2435  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX2435
 AX2435  VERT ORDER  -  FIRST     CLASS I (See Below)
 AX2435
 AX2435.The horizontal coordinates were scaled from a topographic map and have
 AX2435.an estimated accuracy of +/- 6 seconds.
 AX2435
 AX2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2435.The vertical order pertains to the NGVD 29 superseded value.
 AX2435
 AX2435.The geoid height was determined by GEOID03.
 AX2435
 AX2435;                    North         East    Units  Estimated Accuracy
 AX2435;SPC TXSC     - 4,207,450.      880,070.      MT  (+/- 180 meters Scaled)
 AX2435
 AX2435                          SUPERSEDED SURVEY CONTROL
 AX2435
 AX2435  NGVD 29 (??/??/92)   42.582  (m)          139.70   (f) ADJ UNCH    1 1
 AX2435
 AX2435.Superseded values are not recommended for survey control.
 AX2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2435.See file dsdata.txt to determine how the superseded data were derived.
 AX2435
 AX2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT800861(NAD 83)
 AX2435_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AX2435_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AX2435_STAMPING: L 1252 1978
 AX2435_MARK LOGO: NGS   
 AX2435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AX2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2435+STABILITY: SURFACE MOTION
 AX2435
 AX2435  HISTORY     - Date     Condition        Report By
 AX2435  HISTORY     - 1978     MONUMENTED       NGS
 AX2435  HISTORY     - 19780615 SEE DESCRIPTION  NGS
 AX2435  HISTORY     - 1988     GOOD             USPSQD
 AX2435
 AX2435                          STATION DESCRIPTION
 AX2435
 AX2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (WVM)
 AX2435'THE STATION IS LOCATED 8.5 MILES (13.7 KM) SOUTHEAST ALONG THE GULF,
 AX2435'COLORADO AND SANTA FE RAILROAD FROM THE STATION AT SEALY, THENCE 0.85
 AX2435'MILE (1.37 KM) NORTHEAST ALONG A PRIVATE DIRT ROAD, AND THENCE 0.15
 AX2435'MILE (0.24 KM) NORTHWEST AND ACROSS COUNTRY, ABOUT 780 FT (237.7 M)
 AX2435'WEST OF 300 FOOT (91.4 M) MICROWAVE TOWER.  48 FT (14.6 M) NORTHEAST
 AX2435'OF THE NORTH CORNER POST FOR A SMALL FENCED AREA.  HIGH POINT IS ON
 AX2435'THE NORTHEAST SIDE OF A 1/4 INCH IRON PLATE THAT ITS ON TOP OF A 12
 AX2435'INCH IRON PIPE.  HIGH POINT IS MARKED WHICH IS A DEEP WELL CASTING/. A
 AX2435'FOOT ABOVE THE GROUND.  3 FEET (0.9 M) SOUTHEAST OF A WITNESS POST.
 AX2435
 AX2435                          STATION RECOVERY (1988)
 AX2435
 AX2435'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AX2435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0323 ***********************************************************************
 AW0323  DESIGNATION -  L 1253
 AW0323  PID         -  AW0323
 AW0323  STATE/COUNTY-  TX/HARRIS
 AW0323  USGS QUAD   -  HOUSTON HEIGHTS (1995)
 AW0323
 AW0323                         *CURRENT SURVEY CONTROL
 AW0323  ___________________________________________________________________
 AW0323* NAD 83(1986)-  29 46 59.     (N)    095 26 39.     (W)     SCALED    
 AW0323* NAVD 88     -        18.943  (meters)      62.15   (feet)  ADJUSTED  
 AW0323  ___________________________________________________________________
 AW0323  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AW0323  DYNAMIC HT  -          18.917 (meters)      62.06  (feet)  COMP
 AW0323  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 AW0323
 AW0323  VERT ORDER  -  FIRST     CLASS II
 AW0323
 AW0323.The horizontal coordinates were scaled from a topographic map and have
 AW0323.an estimated accuracy of +/- 6 seconds.
 AW0323
 AW0323.The orthometric height was determined by differential leveling
 AW0323.and adjusted by the National Geodetic Survey in July 2002..
 AW0323
 AW0323.The geoid height was determined by GEOID03.
 AW0323
 AW0323.The dynamic height is computed by dividing the NAVD 88
 AW0323.geopotential number by the normal gravity value computed on the
 AW0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0323.degrees latitude (g = 980.6199 gals.).
 AW0323
 AW0323.The modeled gravity was interpolated from observed gravity values.
 AW0323
 AW0323;                    North         East    Units  Estimated Accuracy
 AW0323;SPC TXSC     - 4,221,310.      943,740.      MT  (+/- 180 meters Scaled)
 AW0323
 AW0323                          SUPERSEDED SURVEY CONTROL
 AW0323
 AW0323  NAVD 88 (06/15/91)   19.132  (m)           62.77   (f) UNKNOWN     1 2
 AW0323  NGVD 29 (12/23/87)   19.127  (m)           62.75   (f) ADJUSTED    1 2
 AW0323
 AW0323.Superseded values are not recommended for survey control.
 AW0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0323.See file dsdata.txt to determine how the superseded data were derived.
 AW0323
 AW0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN637972(NAD 83)
 AW0323_MARKER: I = METAL ROD
 AW0323_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW0323_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW0323_STAMPING: L 1253 1978
 AW0323_MARK LOGO: NGS   
 AW0323_PROJECTION: FLUSH
 AW0323_MAGNETIC: I = MARKER IS A STEEL ROD
 AW0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW0323+STABILITY: POSITION/ELEVATION WELL
 AW0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0323+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0323_ROD/PIPE-DEPTH: 14.6 meters
 AW0323_SLEEVE-DEPTH  : 12.1 meters
 AW0323
 AW0323  HISTORY     - Date     Condition        Report By
 AW0323  HISTORY     - 1978     MONUMENTED       NGS
 AW0323  HISTORY     - 1981     GOOD             NGS
 AW0323  HISTORY     - 1983     GOOD             NGS
 AW0323  HISTORY     - 1986     GOOD             NGS
 AW0323  HISTORY     - 1987     GOOD             USPSQD
 AW0323  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0323  HISTORY     - 1991     GOOD             USPSQD
 AW0323  HISTORY     - 19931023 GOOD             USPSQD
 AW0323  HISTORY     - 19960204 GOOD             NGS
 AW0323
 AW0323                          STATION DESCRIPTION
 AW0323
 AW0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0323'5.9 MI WEST FROM HOUSTON.
 AW0323'ABOUT 5.75 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0323'THE SWITCH CONTROL BUILDING NUMBER 108 IN HOUSTON, AND THENCE 0.15
 AW0323'MILE EAST-SOUTHEAST ALONG KATY ROAD.  SET IN THE MEDIUM OF KATY ROAD
 AW0323'164 FEET EAST OF BENCH MARK K 1253, 36.5 FEET WEST OF THE WEST CORNER
 AW0323'OF A CATCH BASIN, AND 25.5 FEET EAST OF THE EXTENDED CENTERLINE OF
 AW0323'THE MOST WESTERLY DRIVE WAY TO A VOLVO CAR DEALERSHIP, 20.3 FEET
 AW0323'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF KATY ROAD, AND
 AW0323'20.6 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF KATY
 AW0323'ROAD.  SLEEVE DEPTH IS 40 FEET, MARK IS BELOW THE GROUND, ACCESS TO
 AW0323'WHICH CAN BE HAD THROUGH A METAL ACCESS CAP.
 AW0323
 AW0323                          STATION RECOVERY (1981)
 AW0323
 AW0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW0323'RECOVERED IN GOOD CONDITION.
 AW0323
 AW0323                          STATION RECOVERY (1983)
 AW0323
 AW0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0323'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AW0323'0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG SAN JACINTO STREET FROM THE
 AW0323'INTERSECTION OF CONGRESS STREET AT THE NORTH-NORTHEAST CORNER OF THE
 AW0323'HARRIS COUNTY CIVIL COURTS BUILDING IN HOUSTON TO THE CROSSING OF THE
 AW0323'MISSOURI-KANSAS-TEXAS RAILROAD, THENCE 9.3 KM (5.8 MI) WEST-NORTHWEST
 AW0323'ALONG THE RAILROAD, THENCE 0.2 KM (0.15 MI) EAST-SOUTHEAST ALONG KATY
 AW0323'ROAD TO THE MARK, SET IN THE MEDIAN OF KATY ROAD, 49.9 METERS
 AW0323'(164.0 FT) EAST OF BENCH MARK K 1253, 11.1 METERS (36.5 FT) WEST OF
 AW0323'THE WEST CORNER OF A CATCH BASIN, 7.7 METERS (25.5 FT) EAST OF THE
 AW0323'EXTENDED CENTER OF THE WEST DRIVEWAY OF THE VOLVO CAR DEALERSHIP,
 AW0323'6.1 METERS (20.3 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 AW0323'KATY ROAD, AND 6.15 METERS (20.6 FT) NORTH OF THE CENTERLINE OF THE
 AW0323'EASTBOUND LANES OF THE ROAD.
 AW0323'THE MARK IS 0.3 M ABOVE ROAD.
 AW0323
 AW0323                          STATION RECOVERY (1986)
 AW0323
 AW0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0323'RECOVERED IN GOOD CONDITION.
 AW0323
 AW0323                          STATION RECOVERY (1987)
 AW0323
 AW0323'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW0323'RECOVERED IN GOOD CONDITION.
 AW0323
 AW0323                          STATION RECOVERY (1990)
 AW0323
 AW0323'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCM)
 AW0323'MARK NOT FOUND.
 AW0323
 AW0323                          STATION RECOVERY (1991)
 AW0323
 AW0323'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AW0323'RECOVERED IN GOOD CONDITION.
 AW0323
 AW0323                          STATION RECOVERY (1993)
 AW0323
 AW0323'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW0323'RECOVERED IN GOOD CONDITION.
 AW0323
 AW0323                          STATION RECOVERY (1996)
 AW0323
 AW0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0323'1.6 KM (1.00 MI) WESTERLY ALONG KATY ROAD FROM THE JUNCTION OF
 AW0323'INTERSTATE HIGHWAY 10 IN HOUSTON, IN THE MEDIAN OF THE ROAD, 50.0 M
 AW0323'(164.0 FT) EAST OF BENCH MARK K 1253, 10.8 M (35.4 FT) WEST OF THE
 AW0323'NORTHWEST CORNER OF A CATCH BASIN, 7.7 M (25.3 FT) EAST OF THE
 AW0323'EXTENDED CENTER OF THE MOST WESTERLY OF 4 DRIVEWAYS LEADING TO A VALVO
 AW0323'DEALERSHIP, 2.5 M (8.2 FT) NORTH OF THE NORTH CURB OF THE EASTBOUND
 AW0323'LANES OF THE ROAD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 AW0323'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1845 ***********************************************************************
 AW1845  DESIGNATION -  L 1254
 AW1845  PID         -  AW1845
 AW1845  STATE/COUNTY-  TX/HARRIS
 AW1845  USGS QUAD   -  WARREN LAKE (1980)
 AW1845
 AW1845                         *CURRENT SURVEY CONTROL
 AW1845  ___________________________________________________________________
 AW1845* NAD 83(1986)-  29 59 36.     (N)    095 45 23.     (W)     SCALED    
 AW1845* NAVD 88     -        52.104  (meters)     170.94   (feet)  ADJUSTED  
 AW1845  ___________________________________________________________________
 AW1845  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AW1845  DYNAMIC HT  -          52.033 (meters)     170.71  (feet)  COMP
 AW1845  MODELED GRAV-     979,284.7   (mgal)                       NAVD 88
 AW1845
 AW1845  VERT ORDER  -  FIRST     CLASS II
 AW1845
 AW1845.The horizontal coordinates were scaled from a topographic map and have
 AW1845.an estimated accuracy of +/- 6 seconds.
 AW1845
 AW1845.The orthometric height was determined by differential leveling
 AW1845.and adjusted by the National Geodetic Survey in June 1991..
 AW1845
 AW1845.The geoid height was determined by GEOID03.
 AW1845
 AW1845.The dynamic height is computed by dividing the NAVD 88
 AW1845.geopotential number by the normal gravity value computed on the
 AW1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1845.degrees latitude (g = 980.6199 gals.).
 AW1845
 AW1845.The modeled gravity was interpolated from observed gravity values.
 AW1845
 AW1845;                    North         East    Units  Estimated Accuracy
 AW1845;SPC TXSC     - 4,243,730.      912,920.      MT  (+/- 180 meters Scaled)
 AW1845
 AW1845                          SUPERSEDED SURVEY CONTROL
 AW1845
 AW1845  NGVD 29 (12/23/87)   52.097  (m)          170.92   (f) ADJUSTED    1 2
 AW1845
 AW1845.Superseded values are not recommended for survey control.
 AW1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1845.See file dsdata.txt to determine how the superseded data were derived.
 AW1845
 AW1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP340212(NAD 83)
 AW1845_MARKER: I = METAL ROD
 AW1845_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1845_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1845_STAMPING: L 1254 1978
 AW1845_MARK LOGO: NGS   
 AW1845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1845+STABILITY: POSITION/ELEVATION WELL
 AW1845
 AW1845  HISTORY     - Date     Condition        Report By
 AW1845  HISTORY     - 1978     MONUMENTED       NGS
 AW1845  HISTORY     - 1981     GOOD             NGS
 AW1845  HISTORY     - 1986     GOOD             NGS
 AW1845  HISTORY     - 1987     GOOD             USPSQD
 AW1845  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW1845  HISTORY     - 19940205 GOOD             USPSQD
 AW1845
 AW1845                          STATION DESCRIPTION
 AW1845
 AW1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1845'3.8 MI NW FROM CYPRESS.
 AW1845'ABOUT 3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 290 FROM ITS JUNCTION
 AW1845'WITH CYPRESS SPRING ROAD IN CYPRESS, 0.2 MILES SOUTHEAST OF THE
 AW1845'CROSSOVER AT THE ENTRANCE OF NINE BAR RANCH, 174 FEET NORTHWEST OF
 AW1845'BENCH MARK K 1254, 69 FEET NORTHWEST OF AN UNDERGROND CABLE MARKER
 AW1845'POST, NUMBER 71.8, 51.5 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 AW1845'43.5 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 AW1845'HIGHWAY.  SLEEVE IS SET AT A DEPTH OF 40 FEET.
 AW1845
 AW1845                          STATION RECOVERY (1981)
 AW1845
 AW1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1845'RECOVERED IN GOOD CONDITION.
 AW1845
 AW1845                          STATION RECOVERY (1986)
 AW1845
 AW1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1845'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--1.8 M
 AW1845'(5.9 FT) NORTHEAST OF A WITNESS POST.
 AW1845
 AW1845                          STATION RECOVERY (1987)
 AW1845
 AW1845'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1845'RECOVERED IN GOOD CONDITION.
 AW1845
 AW1845                          STATION RECOVERY (1990)
 AW1845
 AW1845'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW1845'MARK NOT FOUND.
 AW1845
 AW1845                          STATION RECOVERY (1994)
 AW1845
 AW1845'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0105 ***********************************************************************
 AM0105  DESIGNATION -  L 1255
 AM0105  PID         -  AM0105
 AM0105  STATE/COUNTY-  TX/BRAZORIA
 AM0105  USGS QUAD   -  
 AM0105
 AM0105                         *CURRENT SURVEY CONTROL
 AM0105  ___________________________________________________________________
 AM0105* NAD 83(1986)-  28 59 57.     (N)    095 13 40.     (W)     SCALED    
 AM0105* NAVD 88     -         1.60   (+/-2cm)       5.2    (feet)  VERTCON   
 AM0105  ___________________________________________________________________
 AM0105  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AM0105
 AM0105  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0105
 AM0105.The horizontal coordinates were scaled from a topographic map and have
 AM0105.an estimated accuracy of +/- 6 seconds.
 AM0105
 AM0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0105.The vertical order pertains to the NGVD 29 superseded value.
 AM0105
 AM0105.The geoid height was determined by GEOID03.
 AM0105
 AM0105;                    North         East    Units  Estimated Accuracy
 AM0105;SPC TXSC     - 4,135,130.      967,460.      MT  (+/- 180 meters Scaled)
 AM0105
 AM0105                          SUPERSEDED SURVEY CONTROL
 AM0105
 AM0105  NGVD 29 (??/??/92)    1.611  (m)            5.29   (f) ADJ UNCH    1 1
 AM0105
 AM0105.Superseded values are not recommended for survey control.
 AM0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0105.See file dsdata.txt to determine how the superseded data were derived.
 AM0105
 AM0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN829099(NAD 83)
 AM0105_MARKER: DB = BENCH MARK DISK
 AM0105_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0105_SP_SET: STAINLESS STEEL ROD
 AM0105_STAMPING: L 1255 1978
 AM0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0105+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 AM0105
 AM0105  HISTORY     - Date     Condition        Report By
 AM0105  HISTORY     - 1978     MONUMENTED       NGS
 AM0105  HISTORY     - 1988     GOOD             USPSQD
 AM0105  HISTORY     - 1989     GOOD             USPSQD
 AM0105  HISTORY     - 19960420 GOOD             USPSQD
 AM0105  HISTORY     - 20040209 GOOD             USPSQD
 AM0105  HISTORY     - 20050215 GOOD             USPSQD
 AM0105
 AM0105                          STATION DESCRIPTION
 AM0105
 AM0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0105'5.1 MI NE FROM SURFSIDE.
 AM0105'5.1 MILES NORTHEAST ALONG COUNTY ROAD 257 FROM THE JUNCTION OF
 AM0105'STATE HIGHWAY 332 IN SURFSIDE, 8 FT SOUTHEAST OF CENTERLINE
 AM0105'OF THE HIGHWAY, 5 FT SOUTHWEST OF A POWERLINE POLE.
 AM0105
 AM0105                          STATION RECOVERY (1988)
 AM0105
 AM0105'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AM0105'RECOVERED IN GOOD CONDITION.
 AM0105
 AM0105                          STATION RECOVERY (1989)
 AM0105
 AM0105'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AM0105'RECOVERED IN GOOD CONDITION.
 AM0105
 AM0105                          STATION RECOVERY (1996)
 AM0105
 AM0105'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0105'RECOVERED IN GOOD CONDITION.
 AM0105
 AM0105                          STATION RECOVERY (2004)
 AM0105
 AM0105'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0105'GO TO N 29 59 58.2  W 095 13 39.6
 AM0105
 AM0105                          STATION RECOVERY (2005)
 AM0105
 AM0105'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AM0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0126 ***********************************************************************
 AM0126  DESIGNATION -  L 1256
 AM0126  PID         -  AM0126
 AM0126  STATE/COUNTY-  TX/MATAGORDA
 AM0126  USGS QUAD   -  WADSWORTH (1972)
 AM0126
 AM0126                         *CURRENT SURVEY CONTROL
 AM0126  ___________________________________________________________________
 AM0126* NAD 83(1986)-  28 50 40.     (N)    095 56 29.     (W)     SCALED    
 AM0126* NAVD 88     -        10.20   (+/-2cm)      33.5    (feet)  VERTCON   
 AM0126  ___________________________________________________________________
 AM0126  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AM0126
 AM0126  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0126
 AM0126.The horizontal coordinates were scaled from a topographic map and have
 AM0126.an estimated accuracy of +/- 6 seconds.
 AM0126
 AM0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0126.The vertical order pertains to the NGVD 29 superseded value.
 AM0126
 AM0126.The geoid height was determined by GEOID03.
 AM0126
 AM0126;                    North         East    Units  Estimated Accuracy
 AM0126;SPC TXSC     - 4,115,960.      898,410.      MT  (+/- 180 meters Scaled)
 AM0126
 AM0126                          SUPERSEDED SURVEY CONTROL
 AM0126
 AM0126  NGVD 29 (??/??/92)   10.238  (m)           33.59   (f) ADJ UNCH    1 1
 AM0126
 AM0126.Superseded values are not recommended for survey control.
 AM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0126.See file dsdata.txt to determine how the superseded data were derived.
 AM0126
 AM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM130943(NAD 83)
 AM0126_MARKER: DB = BENCH MARK DISK
 AM0126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM0126_SP_SET: STAINLESS STEEL ROD
 AM0126_STAMPING: L 1256 1978
 AM0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0126+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AM0126
 AM0126  HISTORY     - Date     Condition        Report By
 AM0126  HISTORY     - 1978     MONUMENTED       NGS
 AM0126  HISTORY     - 19981115 GOOD             USPSQD
 AM0126  HISTORY     - 20060316 GOOD             USPSQD
 AM0126
 AM0126                          STATION DESCRIPTION
 AM0126
 AM0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AM0126'0.8 MI NORTH FROM WADSWORTH.
 AM0126'0.8 MILE NORTH ALONG STATE HIGHWAY 60 FROM THE POST OFFICE AT
 AM0126'WADSWORTH, 213 FT NORTH OF THE CENTER LINE OF A PAVED DRIVEWAY
 AM0126'LEADING WEST TO A LARGE BRICK HOUSE, 64 FT WEST OF THE CENTER LINE
 AM0126'OF THE HIGHWAY, 4 FT EAST OF A FENCE, 2 FT SOUTH OF A POWER LINE
 AM0126'POLE, DRIVEN TO REFUSAL AT A DEPTH OF 20 FT.
 AM0126
 AM0126                          STATION RECOVERY (1998)
 AM0126
 AM0126'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0126'RECOVERED IN GOOD CONDITION.
 AM0126
 AM0126                          STATION RECOVERY (2006)
 AM0126
 AM0126'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0126'FOUND AS DESCRIBED. GO TO N28 50 41.5 W095 56 26.7. IT IS 2 FEET NORTH
 AM0126'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0140 ***********************************************************************
 AH0140  DESIGNATION -  L 1257
 AH0140  PID         -  AH0140
 AH0140  STATE/COUNTY-  TX/SAN PATRICIO
 AH0140  USGS QUAD   -  GREGORY (1975)
 AH0140
 AH0140                         *CURRENT SURVEY CONTROL
 AH0140  ___________________________________________________________________
 AH0140* NAD 83(1986)-  27 57 51.     (N)    097 22 12.     (W)     SCALED    
 AH0140* NAVD 88     -        13.775  (meters)      45.19   (feet)  ADJUSTED  
 AH0140  ___________________________________________________________________
 AH0140  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AH0140  DYNAMIC HT  -          13.754 (meters)      45.12  (feet)  COMP
 AH0140  MODELED GRAV-     979,135.7   (mgal)                       NAVD 88
 AH0140
 AH0140  VERT ORDER  -  FIRST     CLASS I
 AH0140
 AH0140.The horizontal coordinates were scaled from a topographic map and have
 AH0140.an estimated accuracy of +/- 6 seconds.
 AH0140
 AH0140.The orthometric height was determined by differential leveling
 AH0140.and adjusted by the National Geodetic Survey in December 1997..
 AH0140
 AH0140.The geoid height was determined by GEOID03.
 AH0140
 AH0140.The dynamic height is computed by dividing the NAVD 88
 AH0140.geopotential number by the normal gravity value computed on the
 AH0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0140.degrees latitude (g = 980.6199 gals.).
 AH0140
 AH0140.The modeled gravity was interpolated from observed gravity values.
 AH0140
 AH0140;                    North         East    Units  Estimated Accuracy
 AH0140;SPC TX S     - 5,255,050.      411,190.      MT  (+/- 180 meters Scaled)
 AH0140
 AH0140                          SUPERSEDED SURVEY CONTROL
 AH0140
 AH0140  NAVD 88 (06/15/91)   13.799  (m)           45.27   (f) UNKNOWN     1 1
 AH0140  NGVD 29 (??/??/92)   13.971  (m)           45.84   (f) ADJ UNCH    1 1
 AH0140
 AH0140.Superseded values are not recommended for survey control.
 AH0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0140.See file dsdata.txt to determine how the superseded data were derived.
 AH0140
 AH0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR603943(NAD 83)
 AH0140_MARKER: DV = VERTICAL CONTROL DISK
 AH0140_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH0140_SP_SET: ABUTMENT
 AH0140_STAMPING: L 1257 1978
 AH0140_MARK LOGO: NGS   
 AH0140_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH0140+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0140
 AH0140  HISTORY     - Date     Condition        Report By
 AH0140  HISTORY     - 1978     MONUMENTED       NGS
 AH0140  HISTORY     - 19950610 GOOD             USPSQD
 AH0140  HISTORY     - 19970203 GOOD             NGS
 AH0140
 AH0140                          STATION DESCRIPTION
 AH0140
 AH0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0140'2.0 MI SE FROM TAFT.
 AH0140'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 181 FROM JUNCTION WITH
 AH0140'FARM ROAD 631 IN TAFT, AT A CONCRETE BRIDGE, SET IN THE TOP OF THE
 AH0140'SOUTHWEST GUARD RAIL, 1 FT NORTHWEST OF THE SOUTHWEST END, 23 FT
 AH0140'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 AH0140'HIGHWAY.
 AH0140
 AH0140                          STATION RECOVERY (1995)
 AH0140
 AH0140'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0140'RECOVERED IN GOOD CONDITION.
 AH0140
 AH0140                          STATION RECOVERY (1997)
 AH0140
 AH0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0140'9.0 KM (5.60 MI) NORTHWESTERLY ALONG STATE HIGHWAY 361 AND U.S.
 AH0140'HIGHWAY 181 FROM THE POST OFFICE IN GREGORY, IN TOP OF AND 0.3 M (1.0
 AH0140'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT
 AH0140'GUARDRAIL OF THE SOUTHBOUND HIGHWAY OVERPASS OF A LARGE DITCH, 7.0 M
 AH0140'(23.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AH0140'HIGHWAY, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1812 ***********************************************************************
 AN1812  DESIGNATION -  L 1258
 AN1812  PID         -  AN1812
 AN1812  STATE/COUNTY-  TX/JACKSON
 AN1812  USGS QUAD   -  LOLITA (1995)
 AN1812
 AN1812                         *CURRENT SURVEY CONTROL
 AN1812  ___________________________________________________________________
 AN1812* NAD 83(1986)-  28 50 34.     (N)    096 31 58.     (W)     SCALED    
 AN1812* NAVD 88     -        10.49   (+/-2cm)      34.4    (feet)  VERTCON   
 AN1812  ___________________________________________________________________
 AN1812  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN1812  OBS GRAVITY -     979,209.2   (mgal)                       GRAV_OBS
 AN1812
 AN1812  VERT ORDER  -  FIRST     CLASS I (See Below)
 AN1812
 AN1812.The horizontal coordinates were scaled from a topographic map and have
 AN1812.an estimated accuracy of +/- 6 seconds.
 AN1812
 AN1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1812.The vertical order pertains to the NGVD 29 superseded value.
 AN1812
 AN1812.The geoid height was determined by GEOID03.
 AN1812.The observed gravity was obtained from relative gravimeter ties
 AN1812.to the IGSN71 gravity network.
 AN1812
 AN1812;                    North         East    Units  Estimated Accuracy
 AN1812;SPC TXSC     - 4,114,410.      840,720.      MT  (+/- 180 meters Scaled)
 AN1812
 AN1812                          SUPERSEDED SURVEY CONTROL
 AN1812
 AN1812  NGVD 29 (??/??/92)   10.579  (m)           34.71   (f) ADJ UNCH    1 1
 AN1812
 AN1812.Superseded values are not recommended for survey control.
 AN1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1812.See file dsdata.txt to determine how the superseded data were derived.
 AN1812
 AN1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS407930(NAD 83)
 AN1812_MARKER: DB = BENCH MARK DISK
 AN1812_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1812_SP_SET: STAINLESS STEEL ROD
 AN1812_STAMPING: L 1258 1978
 AN1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1812
 AN1812  HISTORY     - Date     Condition        Report By
 AN1812  HISTORY     - 1978     MONUMENTED       NGS
 AN1812  HISTORY     - 19980725 GOOD             USPSQD
 AN1812
 AN1812                          STATION DESCRIPTION
 AN1812
 AN1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AN1812'0.5 MI EAST FROM LOLITA.
 AN1812'0.5 MILE EAST ALONG FARM ROAD 616 FROM THE JUNCTION OF FARM ROAD
 AN1812'1593 AT LOLITA, AT A FIELD ENTRANCE ROAD LEADING NORTH, 38  FEET
 AN1812'NORTH OF THE CENTER OF THE FARM ROAD, 100 FEET WEST OF A POWER
 AN1812'LINE POLE, 15 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE ROAD,
 AN1812'8 FEET NORTH OF THE WEST END OF TWIN 36-INCH CONCRETE PIPE CULVERT
 AN1812'AND 1 FOOT SOUTH OF A WIRE FENCE.
 AN1812
 AN1812                          STATION RECOVERY (1998)
 AN1812
 AN1812'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0081 ***********************************************************************
 AO0081  DESIGNATION -  L 126
 AO0081  PID         -  AO0081
 AO0081  STATE/COUNTY-  TX/LIVE OAK
 AO0081  USGS QUAD   -  THREE RIVERS (1984)
 AO0081
 AO0081                         *CURRENT SURVEY CONTROL
 AO0081  ___________________________________________________________________
 AO0081* NAD 83(1986)-  28 27 41.     (N)    098 10 53.     (W)     SCALED    
 AO0081* NAVD 88     -        45.707  (meters)     149.96   (feet)  ADJUSTED  
 AO0081  ___________________________________________________________________
 AO0081  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AO0081  DYNAMIC HT  -          45.640 (meters)     149.74  (feet)  COMP
 AO0081  MODELED GRAV-     979,172.7   (mgal)                       NAVD 88
 AO0081
 AO0081  VERT ORDER  -  SECOND    CLASS 0
 AO0081
 AO0081.The horizontal coordinates were scaled from a topographic map and have
 AO0081.an estimated accuracy of +/- 6 seconds.
 AO0081
 AO0081.The orthometric height was determined by differential leveling
 AO0081.and adjusted by the National Geodetic Survey in June 1991..
 AO0081
 AO0081.The geoid height was determined by GEOID03.
 AO0081
 AO0081.The dynamic height is computed by dividing the NAVD 88
 AO0081.geopotential number by the normal gravity value computed on the
 AO0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0081.degrees latitude (g = 980.6199 gals.).
 AO0081
 AO0081.The modeled gravity was interpolated from observed gravity values.
 AO0081
 AO0081;                    North         East    Units  Estimated Accuracy
 AO0081;SPC TXSC     - 4,069,890.      680,170.      MT  (+/- 180 meters Scaled)
 AO0081
 AO0081                          SUPERSEDED SURVEY CONTROL
 AO0081
 AO0081  NGVD 29 (??/??/92)   45.684  (m)          149.88   (f) ADJ UNCH    2 0
 AO0081
 AO0081.Superseded values are not recommended for survey control.
 AO0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0081.See file dsdata.txt to determine how the superseded data were derived.
 AO0081
 AO0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS801485(NAD 83)
 AO0081_MARKER: DB = BENCH MARK DISK
 AO0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AO0081_SP_SET: BUILDING
 AO0081_STAMPING: 149.908 L 126 1933
 AO0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0081
 AO0081  HISTORY     - Date     Condition        Report By
 AO0081  HISTORY     - 1933     MONUMENTED       CGS
 AO0081  HISTORY     - 1952     GOOD             USGS
 AO0081
 AO0081                          STATION DESCRIPTION
 AO0081
 AO0081'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0081'IN THREE RIVERS.
 AO0081'200 FEET NORTH OF THE NORTHWEST CORNER OF THE COURTHOUSE AT THREE
 AO0081'RIVERS, LIVE OAK COUNTY, IN A BRICK STORE BUILDING, 12 FEET FROM THE
 AO0081'EAST END OF THE SOUTH BRICK WALL, 4.5 FEET HIGHER THAN THE SIDEWALK,
 AO0081'IN THE BRICK WALL, AND SET VERTICALLY.  A STANDARD DISK, STAMPED
 AO0081'149.908 L 126 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0114 ***********************************************************************
 AO0114  DESIGNATION -  L 127
 AO0114  PID         -  AO0114
 AO0114  STATE/COUNTY-  TX/MCMULLEN
 AO0114  USGS QUAD   -  ROCKAWAY CREEK (1969)
 AO0114
 AO0114                         *CURRENT SURVEY CONTROL
 AO0114  ___________________________________________________________________
 AO0114* NAD 83(1986)-  28 25 50.     (N)    098 43 12.     (W)     SCALED    
 AO0114* NAVD 88     -        94.570  (meters)     310.27   (feet)  ADJUSTED  
 AO0114  ___________________________________________________________________
 AO0114  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AO0114  DYNAMIC HT  -          94.429 (meters)     309.81  (feet)  COMP
 AO0114  MODELED GRAV-     979,156.8   (mgal)                       NAVD 88
 AO0114
 AO0114  VERT ORDER  -  SECOND    CLASS 0
 AO0114
 AO0114.The horizontal coordinates were scaled from a topographic map and have
 AO0114.an estimated accuracy of +/- 6 seconds.
 AO0114
 AO0114.The orthometric height was determined by differential leveling
 AO0114.and adjusted by the National Geodetic Survey in June 1991..
 AO0114
 AO0114.The geoid height was determined by GEOID03.
 AO0114
 AO0114.The dynamic height is computed by dividing the NAVD 88
 AO0114.geopotential number by the normal gravity value computed on the
 AO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0114.degrees latitude (g = 980.6199 gals.).
 AO0114
 AO0114.The modeled gravity was interpolated from observed gravity values.
 AO0114
 AO0114;                    North         East    Units  Estimated Accuracy
 AO0114;SPC TXSC     - 4,066,220.      627,430.      MT  (+/- 180 meters Scaled)
 AO0114
 AO0114                          SUPERSEDED SURVEY CONTROL
 AO0114
 AO0114  NGVD 29 (??/??/92)   94.531  (m)          310.14   (f) ADJ UNCH    2 0
 AO0114
 AO0114.Superseded values are not recommended for survey control.
 AO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0114.See file dsdata.txt to determine how the superseded data were derived.
 AO0114
 AO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS274449(NAD 83)
 AO0114_MARKER: DB = BENCH MARK DISK
 AO0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0114_STAMPING: 310.108 L-127 1933
 AO0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0114+STABILITY: SURFACE MOTION
 AO0114
 AO0114  HISTORY     - Date     Condition        Report By
 AO0114  HISTORY     - 1933     MONUMENTED       CGS
 AO0114  HISTORY     - 1952     GOOD             USGS
 AO0114
 AO0114                          STATION DESCRIPTION
 AO0114
 AO0114'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 AO0114'8.2 MI E FROM FOWLERTON.
 AO0114'IN MCMULLEN COUNTY, ABOUT 2.0 MILES SE. ALONG COUNTY ROAD KNOWN AS
 AO0114'CAMERON LANE FROM FOWLERTON, LASALLE COUNTY, THENCE 6.2 MILES E. ALONG
 AO0114'COUNTY ROAD FROM FOWLERTON TO TILDEN, AT A CATTLE GUARD AND GATE,
 AO0114'ABOUT 30 FEET S. OF THE C.L. OF THE ROAD, AND AT A FENCE LINE. A
 AO0114'STANDARD DISK, STAMPED 310.108 L 127 1933, AND SET IN TOP OF A
 AO0114'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0068 ***********************************************************************
 AH0068  DESIGNATION -  L 1271
 AH0068  PID         -  AH0068
 AH0068  STATE/COUNTY-  TX/NUECES
 AH0068  USGS QUAD   -  ANNAVILLE (1975)
 AH0068
 AH0068                         *CURRENT SURVEY CONTROL
 AH0068  ___________________________________________________________________
 AH0068* NAD 83(1986)-  27 47 03.     (N)    097 32 41.     (W)     SCALED    
 AH0068* NAVD 88     -        14.165  (meters)      46.47   (feet)  ADJUSTED  
 AH0068  ___________________________________________________________________
 AH0068  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH0068  DYNAMIC HT  -          14.143 (meters)      46.40  (feet)  COMP
 AH0068  MODELED GRAV-     979,122.8   (mgal)                       NAVD 88
 AH0068
 AH0068  VERT ORDER  -  FIRST     CLASS I
 AH0068
 AH0068.The horizontal coordinates were scaled from a topographic map and have
 AH0068.an estimated accuracy of +/- 6 seconds.
 AH0068
 AH0068.The orthometric height was determined by differential leveling
 AH0068.and adjusted by the National Geodetic Survey in June 1991..
 AH0068
 AH0068.The geoid height was determined by GEOID03.
 AH0068
 AH0068.The dynamic height is computed by dividing the NAVD 88
 AH0068.geopotential number by the normal gravity value computed on the
 AH0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0068.degrees latitude (g = 980.6199 gals.).
 AH0068
 AH0068.The modeled gravity was interpolated from observed gravity values.
 AH0068
 AH0068;                    North         East    Units  Estimated Accuracy
 AH0068;SPC TX S     - 5,234,970.      394,150.      MT  (+/- 180 meters Scaled)
 AH0068
 AH0068                          SUPERSEDED SURVEY CONTROL
 AH0068
 AH0068.No superseded survey control is available for this station.
 AH0068
 AH0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR433741(NAD 83)
 AH0068_MARKER: DB = BENCH MARK DISK
 AH0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0068_SP_SET: HEADWALL
 AH0068_STAMPING: L 1271 1978
 AH0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0068
 AH0068  HISTORY     - Date     Condition        Report By
 AH0068  HISTORY     - 1978     MONUMENTED       NGS
 AH0068  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0068
 AH0068                          STATION DESCRIPTION
 AH0068
 AH0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0068'IN CLARKWOOD.
 AH0068'AT CLARKWOOD, 0.15 MILE EAST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 AH0068'WITH FARM ROAD 2292, SET IN THE TOP OF AND 1 FOOT WEST OF THE NORTH
 AH0068'HEADWALL OF A MULTI-BOX CULVERT, 41 FEET SOUTH OF THE SOUTHWEST END
 AH0068'OF TRESTLE NUMBER 152.65 AND 20 FEET NORTH OF THE CENTER OF THE
 AH0068'WESTBOUND LANE OF THE HIGHWAY.
 AH0068
 AH0068                          STATION RECOVERY (2001)
 AH0068
 AH0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0068'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0021 ***********************************************************************
 AH0021  DESIGNATION -  L 1272
 AH0021  PID         -  AH0021
 AH0021  STATE/COUNTY-  TX/NUECES
 AH0021  USGS QUAD   -  ROBSTOWN (1975)
 AH0021
 AH0021                         *CURRENT SURVEY CONTROL
 AH0021  ___________________________________________________________________
 AH0021* NAD 83(1986)-  27 48 39.     (N)    097 38 37.     (W)     SCALED    
 AH0021* NAVD 88     -        22.266  (meters)      73.05   (feet)  ADJUSTED  
 AH0021  ___________________________________________________________________
 AH0021  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AH0021  DYNAMIC HT  -          22.232 (meters)      72.94  (feet)  COMP
 AH0021  MODELED GRAV-     979,120.9   (mgal)                       NAVD 88
 AH0021
 AH0021  VERT ORDER  -  FIRST     CLASS I
 AH0021
 AH0021.The horizontal coordinates were scaled from a topographic map and have
 AH0021.an estimated accuracy of +/- 6 seconds.
 AH0021
 AH0021.The orthometric height was determined by differential leveling
 AH0021.and adjusted by the National Geodetic Survey in June 1991..
 AH0021
 AH0021.The geoid height was determined by GEOID03.
 AH0021
 AH0021.The dynamic height is computed by dividing the NAVD 88
 AH0021.geopotential number by the normal gravity value computed on the
 AH0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0021.degrees latitude (g = 980.6199 gals.).
 AH0021
 AH0021.The modeled gravity was interpolated from observed gravity values.
 AH0021
 AH0021;                    North         East    Units  Estimated Accuracy
 AH0021;SPC TX S     - 5,237,850.      384,380.      MT  (+/- 180 meters Scaled)
 AH0021
 AH0021                          SUPERSEDED SURVEY CONTROL
 AH0021
 AH0021  NGVD 29 (??/??/92)   22.403  (m)           73.50   (f) ADJ UNCH    1 1
 AH0021
 AH0021.Superseded values are not recommended for survey control.
 AH0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0021.See file dsdata.txt to determine how the superseded data were derived.
 AH0021
 AH0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR336769(NAD 83)
 AH0021_MARKER: DB = BENCH MARK DISK
 AH0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH0021_SP_SET: HEADWALL
 AH0021_STAMPING: L 1272 1978
 AH0021_MARK LOGO: NGS   
 AH0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH0021
 AH0021  HISTORY     - Date     Condition        Report By
 AH0021  HISTORY     - 1978     MONUMENTED       NGS
 AH0021  HISTORY     - 1981     GOOD             NGS
 AH0021  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0021
 AH0021                          STATION DESCRIPTION
 AH0021
 AH0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AH0021'2.0 MI NE FROM ROBSTOWN.
 AH0021'2.0 MILES NORTHEAST ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF
 AH0021'STATE HIGHWAY 44 IN ROBSTOWN, SET IN THE TOP OF AND 3 FEET SOUTHWEST
 AH0021'OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A MULTI-BOX
 AH0021'CULVERT, 32 FEET NORTHWEST OF THE CENTER OF THE ROAD.
 AH0021
 AH0021                          STATION RECOVERY (1981)
 AH0021
 AH0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0021'RECOVERED THIS DATE, NOT LEVELED TO THIS SURVEY, NOT NEEDED FOR
 AH0021'TIE PURPOSES.
 AH0021
 AH0021                          STATION RECOVERY (2001)
 AH0021
 AH0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0021'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0005 ***********************************************************************
 AW0005  DESIGNATION -  L 1274
 AW0005  PID         -  AW0005
 AW0005  STATE/COUNTY-  TX/BRAZORIA
 AW0005  USGS QUAD   -  LIVERPOOL (1963)
 AW0005
 AW0005                         *CURRENT SURVEY CONTROL
 AW0005  ___________________________________________________________________
 AW0005* NAD 83(1986)-  29 16 32.     (N)    095 15 39.     (W)     SCALED    
 AW0005* NAVD 88     -         4.78   (+/-2cm)      15.7    (feet)  VERTCON   
 AW0005  ___________________________________________________________________
 AW0005  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AW0005
 AW0005  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0005
 AW0005.The horizontal coordinates were scaled from a topographic map and have
 AW0005.an estimated accuracy of +/- 6 seconds.
 AW0005
 AW0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0005.The vertical order pertains to the NGVD 29 superseded value.
 AW0005
 AW0005.The geoid height was determined by GEOID03.
 AW0005
 AW0005;                    North         East    Units  Estimated Accuracy
 AW0005;SPC TXSC     - 4,165,640.      963,260.      MT  (+/- 180 meters Scaled)
 AW0005
 AW0005                          SUPERSEDED SURVEY CONTROL
 AW0005
 AW0005  NGVD 29 (??/??/92)    4.778  (m)           15.68   (f) ADJ UNCH    1 1
 AW0005
 AW0005.Superseded values are not recommended for survey control.
 AW0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0005.See file dsdata.txt to determine how the superseded data were derived.
 AW0005
 AW0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN803406(NAD 83)
 AW0005_MARKER: DB = BENCH MARK DISK
 AW0005_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW0005_SP_SET: STAINLESS STEEL ROD
 AW0005_STAMPING: L 1274 1978
 AW0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0005+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 AW0005
 AW0005  HISTORY     - Date     Condition        Report By
 AW0005  HISTORY     - 1978     MONUMENTED       NGS
 AW0005  HISTORY     - 1990     GOOD             USPSQD
 AW0005  HISTORY     - 20040319 GOOD             USPSQD
 AW0005  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 AW0005
 AW0005                          STATION DESCRIPTION
 AW0005
 AW0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW0005'1.7 MI SE FROM LIVERPOOL.
 AW0005'1.7 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE IN
 AW0005'LIVERPOOL TO THE JUNCTION OF COUNTY ROAD 210, IN THE SOUTHEAST
 AW0005'ANGLE OF THE INTERSECTION, 27.5 FEET NORTHEAST OF THE CENTERLINE
 AW0005'OF THE ROAD, 27 FEET SOUTHEAST OF THE CENTER OF COUNTY ROAD 210,
 AW0005'3 FEET SOUTHEAST OF A POWER-LINE POLE AND 1 FOOT SOUTH OF A
 AW0005'WHITE BOARD FENCE CORNER.
 AW0005
 AW0005                          STATION RECOVERY (1990)
 AW0005
 AW0005'RECOVERY NOTE BY US POWER SQUADRON 1990 (KCS)
 AW0005'RECOVERED IN GOOD CONDITION.
 AW0005
 AW0005                          STATION RECOVERY (2004)
 AW0005
 AW0005'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0005'RECOVERED IN GOOD CONDITION.
 AW0005
 AW0005                          STATION RECOVERY (2004)
 AW0005
 AW0005'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1924 ***********************************************************************
 AW1924  DESIGNATION -  L 1275
 AW1924  PID         -  AW1924
 AW1924  STATE/COUNTY-  TX/HARRIS
 AW1924  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1924
 AW1924                         *CURRENT SURVEY CONTROL
 AW1924  ___________________________________________________________________
 AW1924* NAD 83(1986)-  29 34 17.     (N)    095 08 59.     (W)     SCALED    
 AW1924* NAVD 88     -         8.088  (meters)      26.54   (feet)  ADJUSTED  
 AW1924  ___________________________________________________________________
 AW1924  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AW1924  DYNAMIC HT  -           8.077 (meters)      26.50  (feet)  COMP
 AW1924  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 AW1924
 AW1924  VERT ORDER  -  FIRST     CLASS II
 AW1924
 AW1924.The horizontal coordinates were scaled from a topographic map and have
 AW1924.an estimated accuracy of +/- 6 seconds.
 AW1924
 AW1924.The orthometric height was determined by differential leveling
 AW1924.and adjusted by the National Geodetic Survey in June 1991..
 AW1924
 AW1924.The geoid height was determined by GEOID03.
 AW1924
 AW1924.The dynamic height is computed by dividing the NAVD 88
 AW1924.geopotential number by the normal gravity value computed on the
 AW1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1924.degrees latitude (g = 980.6199 gals.).
 AW1924
 AW1924.The modeled gravity was interpolated from observed gravity values.
 AW1924
 AW1924;                    North         East    Units  Estimated Accuracy
 AW1924;SPC TXSC     - 4,198,760.      972,970.      MT  (+/- 180 meters Scaled)
 AW1924
 AW1924                          SUPERSEDED SURVEY CONTROL
 AW1924
 AW1924  NGVD 29 (12/23/87)    8.085  (m)           26.53   (f) ADJUSTED    1 2
 AW1924
 AW1924.Superseded values are not recommended for survey control.
 AW1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1924.See file dsdata.txt to determine how the superseded data were derived.
 AW1924
 AW1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN917732(NAD 83)
 AW1924_MARKER: I = METAL ROD
 AW1924_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1924_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1924_STAMPING: L 1275 1978
 AW1924_MARK LOGO: NGS   
 AW1924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1924+STABILITY: POSITION/ELEVATION WELL
 AW1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1924+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AW1924
 AW1924  HISTORY     - Date     Condition        Report By
 AW1924  HISTORY     - 1978     MONUMENTED       NGS
 AW1924  HISTORY     - 1981     GOOD             NGS
 AW1924  HISTORY     - 1986     GOOD             NGS
 AW1924  HISTORY     - 1987     GOOD             USPSQD
 AW1924  HISTORY     - 1987     GOOD             USPSQD
 AW1924  HISTORY     - 1987     GOOD             USPSQD
 AW1924  HISTORY     - 1987     GOOD             USPSQD
 AW1924  HISTORY     - 1987     GOOD             USPSQD
 AW1924  HISTORY     - 1987     GOOD             USPSQD
 AW1924  HISTORY     - 1987     GOOD             USPSQD
 AW1924  HISTORY     - 1987     GOOD             USPSQD
 AW1924  HISTORY     - 1987     GOOD             USPSQD
 AW1924  HISTORY     - 1987     GOOD             USPSQD
 AW1924  HISTORY     - 1987     GOOD             USPSQD
 AW1924  HISTORY     - 19870413 GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1988     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1989     GOOD             USPSQD
 AW1924  HISTORY     - 1990     GOOD             USPSQD
 AW1924  HISTORY     - 1990     GOOD             USPSQD
 AW1924  HISTORY     - 19931122 GOOD             USPSQD
 AW1924  HISTORY     - 20050829 GOOD             USPSQD
 AW1924
 AW1924                          STATION DESCRIPTION
 AW1924
 AW1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1924'3.0 MI NW FROM WEBSTER.
 AW1924'ABOUT 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1924'NASA 1 HIGHWAY IN WEBSTER, 250 FEET SOUTHEAST OF A SMALL POLE, NUMBER
 AW1924'106, WITH UNDERGROUND CABLE AND BRIGHTON HOMES SIGN, 83.5 FEET
 AW1924'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 35 FEET EAST-NORTHEAST
 AW1924'OF A DOW CHEMICAL AND AMOCO PIPELINE MARKER, AND 10 FEET SOUTHWEST
 AW1924'OF THE SOUTHWEST RAIL OF THE GALVESTON, HOUSTON, AND HENDERSON
 AW1924'RAILROAD.  THE SLEEVE IS 20 FEET DEEP, -2 INCHES BELOW GROUND.
 AW1924
 AW1924                          STATION RECOVERY (1981)
 AW1924
 AW1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1986)
 AW1924
 AW1924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1987)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1987)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1987)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1987)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1987)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (CJS)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1987)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1987)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1987)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1987)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1987)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1987)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1987)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (GS)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (PAC)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1988)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (SWG)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1989)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1990)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1990)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (1993)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1924'RECOVERED IN GOOD CONDITION.
 AW1924
 AW1924                          STATION RECOVERY (2005)
 AW1924
 AW1924'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1924'GOOD CONDITION. FOUND AS DESCRIBED. N29 34 18.1 W095 08 57.1. LEFT A
 AW1924'12 INCH WIDE HOLE 6 INCHES DEEP IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1940 ***********************************************************************
 AW1940  DESIGNATION -  L 1276
 AW1940  PID         -  AW1940
 AW1940  STATE/COUNTY-  TX/HARRIS
 AW1940  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1940
 AW1940                         *CURRENT SURVEY CONTROL
 AW1940  ___________________________________________________________________
 AW1940* NAD 83(1986)-  29 35 28.     (N)    095 10 04.     (W)     SCALED    
 AW1940* NAVD 88     -         7.511  (meters)      24.64   (feet)  ADJUSTED  
 AW1940  ___________________________________________________________________
 AW1940  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AW1940  DYNAMIC HT  -           7.500 (meters)      24.61  (feet)  COMP
 AW1940  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 AW1940
 AW1940  VERT ORDER  -  FIRST     CLASS II
 AW1940
 AW1940.The horizontal coordinates were scaled from a topographic map and have
 AW1940.an estimated accuracy of +/- 6 seconds.
 AW1940
 AW1940.The orthometric height was determined by differential leveling
 AW1940.and adjusted by the National Geodetic Survey in June 1991..
 AW1940
 AW1940.The geoid height was determined by GEOID03.
 AW1940
 AW1940.The dynamic height is computed by dividing the NAVD 88
 AW1940.geopotential number by the normal gravity value computed on the
 AW1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1940.degrees latitude (g = 980.6199 gals.).
 AW1940
 AW1940.The modeled gravity was interpolated from observed gravity values.
 AW1940
 AW1940;                    North         East    Units  Estimated Accuracy
 AW1940;SPC TXSC     - 4,200,890.      971,150.      MT  (+/- 180 meters Scaled)
 AW1940
 AW1940                          SUPERSEDED SURVEY CONTROL
 AW1940
 AW1940  NGVD 29 (12/23/87)    7.507  (m)           24.63   (f) ADJUSTED    1 2
 AW1940
 AW1940.Superseded values are not recommended for survey control.
 AW1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1940.See file dsdata.txt to determine how the superseded data were derived.
 AW1940
 AW1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN900754(NAD 83)
 AW1940_MARKER: I = METAL ROD
 AW1940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AW1940_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AW1940_STAMPING: L 1276 1978
 AW1940_MARK LOGO: NGS   
 AW1940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW1940+STABILITY: POSITION/ELEVATION WELL
 AW1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1940+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 AW1940
 AW1940  HISTORY     - Date     Condition        Report By
 AW1940  HISTORY     - 1978     MONUMENTED       NGS
 AW1940  HISTORY     - 1981     GOOD             NGS
 AW1940  HISTORY     - 1985     GOOD             USPSQD
 AW1940  HISTORY     - 1986     GOOD             NGS
 AW1940  HISTORY     - 1987     GOOD             USPSQD
 AW1940  HISTORY     - 1987     GOOD             USPSQD
 AW1940  HISTORY     - 1987     GOOD             USPSQD
 AW1940  HISTORY     - 1987     GOOD             USPSQD
 AW1940  HISTORY     - 1987     GOOD             USPSQD
 AW1940  HISTORY     - 1987     GOOD             USPSQD
 AW1940  HISTORY     - 1987     GOOD             USPSQD
 AW1940  HISTORY     - 1987     GOOD             USPSQD
 AW1940  HISTORY     - 1987     GOOD             USPSQD
 AW1940  HISTORY     - 1987     GOOD             USPSQD
 AW1940  HISTORY     - 1987     GOOD             USPSQD
 AW1940  HISTORY     - 19870412 GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1988     GOOD             USPSQD
 AW1940  HISTORY     - 1989     GOOD             USPSQD
 AW1940  HISTORY     - 1989     GOOD             USPSQD
 AW1940  HISTORY     - 1989     GOOD             USPSQD
 AW1940  HISTORY     - 1989     GOOD             USPSQD
 AW1940  HISTORY     - 1989     GOOD             USPSQD
 AW1940  HISTORY     - 1989     GOOD             USPSQD
 AW1940  HISTORY     - 1989     GOOD             USPSQD
 AW1940  HISTORY     - 1989     GOOD             USPSQD
 AW1940  HISTORY     - 1989     GOOD             USPSQD
 AW1940  HISTORY     - 1989     GOOD             USPSQD
 AW1940  HISTORY     - 1989     GOOD             USPSQD
 AW1940  HISTORY     - 1989     GOOD             USPSQD
 AW1940  HISTORY     - 1990     GOOD             USPSQD
 AW1940  HISTORY     - 1990     GOOD             USPSQD
 AW1940  HISTORY     - 19940219 GOOD             USPSQD
 AW1940  HISTORY     - 20000124 GOOD             USPSQD
 AW1940  HISTORY     - 20010331 GOOD             NGS
 AW1940  HISTORY     - 20050828 GOOD             USPSQD
 AW1940
 AW1940                          STATION DESCRIPTION
 AW1940
 AW1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1940'4.6 MI NW FROM WEBSTER.
 AW1940'ABOUT 4.6 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1940'NASA 1 HIGHWAY IN WEBSTER, 266 FEET NORTHWEST OF M 1276, 161 FEET
 AW1940'NORTHWEST OF THE NORTHWEST END OF RAILROAD TRESTLE NUMBER 17.1, 81
 AW1940'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 50 FEET NORTHEAST
 AW1940'OF A SINGLE POWER POLE, AND 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 AW1940'OF THE GALVESTON, HOUSTON AND HENDERSON RAILROAD.  THE SLEEVE IS
 AW1940'40 FEET DEEP, -2 INCHES BELOW THE GROUND.
 AW1940
 AW1940                          STATION RECOVERY (1981)
 AW1940
 AW1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1985)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1985
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1986)
 AW1940
 AW1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1940'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--31.2 M
 AW1940'(102.4 FT) SOUTHEAST OF MILE POST 17.
 AW1940
 AW1940                          STATION RECOVERY (1987)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1987)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1987 (RNT)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1987)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1987)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1987)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWJ)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1987)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1987)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1987)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1987)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1987)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1987)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRS)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1987)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDA)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHB)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (PP)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (GB)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (JB)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCC)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (LT)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1988)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1988 (BG)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1989)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1989)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1989 (MRS)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1989)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1989)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1989)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1989)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1989)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1989 (GCM)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1989)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1989)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1989 (HDM)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1989)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1989 (JM)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1989)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1989 (PSM)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1989)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1989 (RP)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1990)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1990 (BP)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1990)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (1994)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (2000)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1940'RECOVERED IN GOOD CONDITION.
 AW1940
 AW1940                          STATION RECOVERY (2001)
 AW1940
 AW1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1940'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1940
 AW1940                          STATION RECOVERY (2005)
 AW1940
 AW1940'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1940'FOUND THE MARK AS DESCRIBED. PAINTED WHITE SPOT ON THE RAILROAD TRACK
 AW1940'TO MAKE IT EASY TO FIND NEXT YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2018 ***********************************************************************
 AW2018  DESIGNATION -  L 1277
 AW2018  PID         -  AW2018
 AW2018  STATE/COUNTY-  TX/BRAZORIA
 AW2018  USGS QUAD   -  MANVEL (1974)
 AW2018
 AW2018                         *CURRENT SURVEY CONTROL
 AW2018  ___________________________________________________________________
 AW2018* NAD 83(1986)-  29 26 33.     (N)    095 17 43.     (W)     SCALED    
 AW2018* NAVD 88     -        13.723  (meters)      45.02   (feet)  ADJUSTED  
 AW2018  ___________________________________________________________________
 AW2018  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AW2018  DYNAMIC HT  -          13.704 (meters)      44.96  (feet)  COMP
 AW2018  MODELED GRAV-     979,265.4   (mgal)                       NAVD 88
 AW2018
 AW2018  VERT ORDER  -  FIRST     CLASS II
 AW2018
 AW2018.The horizontal coordinates were scaled from a topographic map and have
 AW2018.an estimated accuracy of +/- 6 seconds.
 AW2018
 AW2018.The orthometric height was determined by differential leveling
 AW2018.and adjusted by the National Geodetic Survey in June 1991..
 AW2018
 AW2018.The geoid height was determined by GEOID03.
 AW2018
 AW2018.The dynamic height is computed by dividing the NAVD 88
 AW2018.geopotential number by the normal gravity value computed on the
 AW2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2018.degrees latitude (g = 980.6199 gals.).
 AW2018
 AW2018.The modeled gravity was interpolated from observed gravity values.
 AW2018
 AW2018;                    North         East    Units  Estimated Accuracy
 AW2018;SPC TXSC     - 4,184,030.      959,330.      MT  (+/- 180 meters Scaled)
 AW2018
 AW2018                          SUPERSEDED SURVEY CONTROL
 AW2018
 AW2018  NGVD 29 (12/23/87)   13.720  (m)           45.01   (f) ADJUSTED    1 2
 AW2018
 AW2018.Superseded values are not recommended for survey control.
 AW2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2018.See file dsdata.txt to determine how the superseded data were derived.
 AW2018
 AW2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN773592(NAD 83)
 AW2018_MARKER: DB = BENCH MARK DISK
 AW2018_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2018_SP_SET: STAINLESS STEEL ROD
 AW2018_STAMPING: L 1277 1978
 AW2018_MARK LOGO: NGS   
 AW2018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2018
 AW2018  HISTORY     - Date     Condition        Report By
 AW2018  HISTORY     - 1978     MONUMENTED       NGS
 AW2018  HISTORY     - 1987     GOOD             NGS
 AW2018  HISTORY     - 1990     GOOD             USPSQD
 AW2018  HISTORY     - 19960928 GOOD             USPSQD
 AW2018
 AW2018                          STATION DESCRIPTION
 AW2018
 AW2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2018'3.4 MI WEST FROM ALVIN.
 AW2018'ABOUT 3.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 AW2018'FROM THE STATION IN ALVIN, 75 FEET SOUTHWEST AND ACROSS THE TRACKS
 AW2018'FROM MILE POST 32, 42.5 FEET SOUTH OF THE SOUTH RAIL, 30.5 FEET NORTH
 AW2018'OF THE CENTERLINE OF A PAVED ROAD (OLD MANVEL ROAD), AND 1.5 FEET
 AW2018'SOUTHEAST OF A TELEPHONE POLE.
 AW2018
 AW2018                          STATION RECOVERY (1987)
 AW2018
 AW2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2018'RECOVERED IN GOOD CONDITION.
 AW2018
 AW2018                          STATION RECOVERY (1990)
 AW2018
 AW2018'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW2018'RECOVERED IN GOOD CONDITION.
 AW2018
 AW2018                          STATION RECOVERY (1996)
 AW2018
 AW2018'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1988 ***********************************************************************
 AW1988  DESIGNATION -  L 1278
 AW1988  PID         -  AW1988
 AW1988  STATE/COUNTY-  TX/HARRIS
 AW1988  USGS QUAD   -  PASADENA (1995)
 AW1988
 AW1988                         *CURRENT SURVEY CONTROL
 AW1988  ___________________________________________________________________
 AW1988* NAD 83(1986)-  29 42 25.     (N)    095 14 55.     (W)     SCALED    
 AW1988* NAVD 88     -         8.207  (meters)      26.93   (feet)  ADJUSTED  
 AW1988  ___________________________________________________________________
 AW1988  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AW1988  DYNAMIC HT  -           8.195 (meters)      26.89  (feet)  COMP
 AW1988  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 AW1988
 AW1988  VERT ORDER  -  FIRST     CLASS II
 AW1988
 AW1988.The horizontal coordinates were scaled from a topographic map and have
 AW1988.an estimated accuracy of +/- 6 seconds.
 AW1988
 AW1988.The orthometric height was determined by differential leveling
 AW1988.and adjusted by the National Geodetic Survey in June 1991..
 AW1988
 AW1988.The geoid height was determined by GEOID03.
 AW1988
 AW1988.The dynamic height is computed by dividing the NAVD 88
 AW1988.geopotential number by the normal gravity value computed on the
 AW1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1988.degrees latitude (g = 980.6199 gals.).
 AW1988
 AW1988.The modeled gravity was interpolated from observed gravity values.
 AW1988
 AW1988;                    North         East    Units  Estimated Accuracy
 AW1988;SPC TXSC     - 4,213,470.      962,910.      MT  (+/- 180 meters Scaled)
 AW1988
 AW1988                          SUPERSEDED SURVEY CONTROL
 AW1988
 AW1988  NGVD 29 (12/23/87)    8.203  (m)           26.91   (f) ADJUSTED    1 2
 AW1988
 AW1988.Superseded values are not recommended for survey control.
 AW1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1988.See file dsdata.txt to determine how the superseded data were derived.
 AW1988
 AW1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN824884(NAD 83)
 AW1988_MARKER: DB = BENCH MARK DISK
 AW1988_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW1988_SP_SET: STAINLESS STEEL ROD
 AW1988_STAMPING: L 1278 1978
 AW1988_MARK LOGO: NGS   
 AW1988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1988+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 AW1988
 AW1988  HISTORY     - Date     Condition        Report By
 AW1988  HISTORY     - 1978     MONUMENTED       NGS
 AW1988  HISTORY     - 1986     GOOD             NGS
 AW1988  HISTORY     - 1987     GOOD             USPSQD
 AW1988  HISTORY     - 1989     POOR             USPSQD
 AW1988  HISTORY     - 1990     POOR             USPSQD
 AW1988  HISTORY     - 1990     POOR             USPSQD
 AW1988  HISTORY     - 19981017 GOOD             USPSQD
 AW1988  HISTORY     - 20031012 GOOD             USPSQD
 AW1988  HISTORY     - 20041125 GOOD             USPSQD
 AW1988  HISTORY     - 20060520 GOOD             USPSQD
 AW1988
 AW1988                          STATION DESCRIPTION
 AW1988
 AW1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW1988'1.7 MI WEST FROM PASADENA.
 AW1988'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 225 FROM THE RICHEY STREET
 AW1988'OVERPASS IN PASADENA.  SET ON THE NORTH SIDE OF A HIGHLINE TOWER
 AW1988'WHICH IS 200 FEET SOUTHEAST OF GASOLINE STORAGE TANK NUMBER 577, 83
 AW1988'FEET NORTH OF THE NORTH EDGE OF THE WEST BOUND LANES OF THE HIGHWAY,
 AW1988'47 FEET NORTH OF THE CENTERLINE OF A SERVICE ROAD, 13 FEET SOUTH OF
 AW1988'A FENCE, 4.5 FEET EAST OF THE NORTHWEST LEG OF THE TOWER, AND 4.5
 AW1988'FEET WEST OF THE NORTHEAST LEG OF THE TOWER.
 AW1988
 AW1988                          STATION RECOVERY (1986)
 AW1988
 AW1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW1988'RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION IS ADEQUATE
 AW1988'EXCEPT ADD ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP AND
 AW1988'THE MARK IS 0.36 METERS  N FROM  A WITNESS POST
 AW1988
 AW1988                          STATION RECOVERY (1987)
 AW1988
 AW1988'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW1988'RECOVERED IN GOOD CONDITION.
 AW1988
 AW1988                          STATION RECOVERY (1989)
 AW1988
 AW1988'RECOVERY NOTE BY US POWER SQUADRON 1989 (CD)
 AW1988'MARK RECOVERED IN POOR CONDITION.
 AW1988
 AW1988                          STATION RECOVERY (1990)
 AW1988
 AW1988'RECOVERY NOTE BY US POWER SQUADRON 1990 (LD)
 AW1988'MARK RECOVERED IN POOR CONDITION.
 AW1988
 AW1988                          STATION RECOVERY (1990)
 AW1988
 AW1988'RECOVERY NOTE BY US POWER SQUADRON 1990 (CD)
 AW1988'MARK RECOVERED IN POOR CONDITION.
 AW1988
 AW1988                          STATION RECOVERY (1998)
 AW1988
 AW1988'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW1988'RECOVERED IN GOOD CONDITION.
 AW1988
 AW1988                          STATION RECOVERY (2003)
 AW1988
 AW1988'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1988'RECOVERED IN GOOD CONDITION.
 AW1988
 AW1988                          STATION RECOVERY (2004)
 AW1988
 AW1988'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW1988'RECOVERED IN GOOD CONDITION.
 AW1988
 AW1988                          STATION RECOVERY (2006)
 AW1988
 AW1988'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AW1988'FOUND AS DESCRIBED. BIG ANT BED HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2270 ***********************************************************************
 AW2270  DESIGNATION -  L 1279
 AW2270  PID         -  AW2270
 AW2270  STATE/COUNTY-  TX/HARRIS
 AW2270  USGS QUAD   -  ALIEF (1995)
 AW2270
 AW2270                         *CURRENT SURVEY CONTROL
 AW2270  ___________________________________________________________________
 AW2270* NAD 83(1986)-  29 43 39.     (N)    095 31 31.     (W)     SCALED    
 AW2270* NAVD 88     -        20.715  (meters)      67.96   (feet)  ADJUSTED  
 AW2270  ___________________________________________________________________
 AW2270  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW2270  DYNAMIC HT  -          20.686 (meters)      67.87  (feet)  COMP
 AW2270  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 AW2270
 AW2270  VERT ORDER  -  FIRST     CLASS II
 AW2270
 AW2270.The horizontal coordinates were scaled from a topographic map and have
 AW2270.an estimated accuracy of +/- 6 seconds.
 AW2270
 AW2270.The orthometric height was determined by differential leveling
 AW2270.and adjusted by the National Geodetic Survey in June 1991..
 AW2270
 AW2270.The geoid height was determined by GEOID03.
 AW2270
 AW2270.The dynamic height is computed by dividing the NAVD 88
 AW2270.geopotential number by the normal gravity value computed on the
 AW2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2270.degrees latitude (g = 980.6199 gals.).
 AW2270
 AW2270.The modeled gravity was interpolated from observed gravity values.
 AW2270
 AW2270;                    North         East    Units  Estimated Accuracy
 AW2270;SPC TXSC     - 4,214,920.      936,090.      MT  (+/- 180 meters Scaled)
 AW2270
 AW2270                          SUPERSEDED SURVEY CONTROL
 AW2270
 AW2270  NGVD 29 (12/23/87)   20.709  (m)           67.94   (f) ADJUSTED    1 2
 AW2270
 AW2270.Superseded values are not recommended for survey control.
 AW2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2270.See file dsdata.txt to determine how the superseded data were derived.
 AW2270
 AW2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN557912(NAD 83)
 AW2270_MARKER: DB = BENCH MARK DISK
 AW2270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW2270_SP_SET: STAINLESS STEEL ROD
 AW2270_STAMPING: L 1279 1978
 AW2270_MARK LOGO: NGS   
 AW2270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2270
 AW2270  HISTORY     - Date     Condition        Report By
 AW2270  HISTORY     - 1978     MONUMENTED       NGS
 AW2270  HISTORY     - 1983     GOOD             NGS
 AW2270  HISTORY     - 1986     GOOD             NGS
 AW2270  HISTORY     - 1987     GOOD             USPSQD
 AW2270  HISTORY     - 1990     GOOD             USPSQD
 AW2270  HISTORY     - 19931122 GOOD             USPSQD
 AW2270  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 AW2270
 AW2270                          STATION DESCRIPTION
 AW2270
 AW2270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AW2270'0.5 MI NORTH FROM JEANETTA.
 AW2270'ABOUT O.5 MILE NORTH ALONG JEANETT DRIVE FROM THE JUNCTION OF WESTPARK
 AW2270'ROAD IN JEANETTA.  ALSO 2.2 MILES NORTH ALONG RICE AVENUE FROM THE
 AW2270'JUNCTION OF BELLAIRE BOULEVARD IN BELLAIRE, THENCE 0.4 MILE WEST
 AW2270'ALONG WEST ALABAMA STREET, THENCE 3.0 MILES WEST ALONG WESTHEIMER
 AW2270'ROAD AND THENCE 0.6 MILE SOUTH ALONG JEANETTA DRIVE, AT THE JUNCTION
 AW2270'OF DAFFODIL STREET.  48 FEET NORTH OF THE EXTENDED CENTERLINE OF
 AW2270'DAFFODIL STREET, 30 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 AW2270'DRIVEWAY TO EXTEX COMPANY, 28.5 FEET WEST OF THE CENTERLINE OF
 AW2270'JEANETTA DRIVE, 3 FEET SOUTHEAST OF A FENCE CORNER, AND 1 FOOT WEST
 AW2270'OF A FENCE.
 AW2270
 AW2270                          STATION RECOVERY (1983)
 AW2270
 AW2270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2270'RECOVERED IN GOOD CONDITION.
 AW2270
 AW2270                          STATION RECOVERY (1986)
 AW2270
 AW2270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2270'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AW2270'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AW2270
 AW2270                          STATION RECOVERY (1987)
 AW2270
 AW2270'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 AW2270'RECOVERED IN GOOD CONDITION.
 AW2270
 AW2270                          STATION RECOVERY (1990)
 AW2270
 AW2270'RECOVERY NOTE BY US POWER SQUADRON 1990 (TT)
 AW2270'RECOVERED IN GOOD CONDITION.
 AW2270
 AW2270                          STATION RECOVERY (1993)
 AW2270
 AW2270'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2270'RECOVERED IN GOOD CONDITION.
 AW2270
 AW2270                          STATION RECOVERY (2004)
 AW2270
 AW2270'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0526 ***********************************************************************
 AJ0526  DESIGNATION -  L 128
 AJ0526  PID         -  AJ0526
 AJ0526  STATE/COUNTY-  TX/JIM HOGG
 AJ0526  USGS QUAD   -  HEBBRONVILLE (1967)
 AJ0526
 AJ0526                         *CURRENT SURVEY CONTROL
 AJ0526  ___________________________________________________________________
 AJ0526* NAD 83(1986)-  27 15 09.     (N)    098 39 43.     (W)     SCALED    
 AJ0526* NAVD 88     -       167.995  (meters)     551.16   (feet)  ADJUSTED  
 AJ0526  ___________________________________________________________________
 AJ0526  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AJ0526  DYNAMIC HT  -         167.726 (meters)     550.28  (feet)  COMP
 AJ0526  MODELED GRAV-     979,042.8   (mgal)                       NAVD 88
 AJ0526
 AJ0526  VERT ORDER  -  SECOND    CLASS 0
 AJ0526
 AJ0526.The horizontal coordinates were scaled from a topographic map and have
 AJ0526.an estimated accuracy of +/- 6 seconds.
 AJ0526
 AJ0526.The orthometric height was determined by differential leveling
 AJ0526.and adjusted by the National Geodetic Survey in June 1991..
 AJ0526
 AJ0526.The geoid height was determined by GEOID03.
 AJ0526
 AJ0526.The dynamic height is computed by dividing the NAVD 88
 AJ0526.geopotential number by the normal gravity value computed on the
 AJ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0526.degrees latitude (g = 980.6199 gals.).
 AJ0526
 AJ0526.The modeled gravity was interpolated from observed gravity values.
 AJ0526
 AJ0526;                    North         East    Units  Estimated Accuracy
 AJ0526;SPC TX S     - 5,175,710.      283,960.      MT  (+/- 180 meters Scaled)
 AJ0526
 AJ0526                          SUPERSEDED SURVEY CONTROL
 AJ0526
 AJ0526  NGVD 29 (??/??/92)  168.030  (m)          551.28   (f) ADJ UNCH    2 0
 AJ0526
 AJ0526.Superseded values are not recommended for survey control.
 AJ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0526.See file dsdata.txt to determine how the superseded data were derived.
 AJ0526
 AJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR334144(NAD 83)
 AJ0526_MARKER: DB = BENCH MARK DISK
 AJ0526_SETTING: 66 = SET IN ROCK OUTCROP
 AJ0526_SP_SET: LIMESTONE OUTCROP
 AJ0526_STAMPING: L-128 1933
 AJ0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ0526+STABILITY: POSITION/ELEVATION WELL
 AJ0526
 AJ0526  HISTORY     - Date     Condition        Report By
 AJ0526  HISTORY     - 1933     MONUMENTED       CGS
 AJ0526  HISTORY     - 1968     MARK NOT FOUND   USGS
 AJ0526
 AJ0526                          STATION DESCRIPTION
 AJ0526
 AJ0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AJ0526'4.3 MI S FROM HEBBRONVILLE.
 AJ0526'ALONG THE HEBBRONVILLE-ALTA VISTA ROAD.  120 FEET NORTH OF JOG IN WEST
 AJ0526'ROAD RIGHT-OF-WAY FENCE FROM 160 FT. TO 50 FT. AND 8 FT. WEST OF THE
 AJ0526'EAST RIGHT-OF-WAY FENCE.
 AJ0526
 AJ0526                          STATION RECOVERY (1968)
 AJ0526
 AJ0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1859 ***********************************************************************
 BL1859  DESIGNATION -  L 1281
 BL1859  PID         -  BL1859
 BL1859  STATE/COUNTY-  TX/WALLER
 BL1859  USGS QUAD   -  MAGNOLIA WEST (1979)
 BL1859
 BL1859                         *CURRENT SURVEY CONTROL
 BL1859  ___________________________________________________________________
 BL1859* NAD 83(1986)-  30 08 08.     (N)    095 51 59.     (W)     SCALED    
 BL1859* NAVD 88     -        85.32   (+/-2cm)     279.9    (feet)  VERTCON   
 BL1859  ___________________________________________________________________
 BL1859  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BL1859
 BL1859  VERT ORDER  -  FIRST     CLASS II (See Below)
 BL1859
 BL1859.The horizontal coordinates were scaled from a topographic map and have
 BL1859.an estimated accuracy of +/- 6 seconds.
 BL1859
 BL1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1859.The vertical order pertains to the NGVD 29 superseded value.
 BL1859
 BL1859.The geoid height was determined by GEOID03.
 BL1859
 BL1859;                    North         East    Units  Estimated Accuracy
 BL1859;SPC TXSC     - 4,259,200.      901,890.      MT  (+/- 180 meters Scaled)
 BL1859
 BL1859                          SUPERSEDED SURVEY CONTROL
 BL1859
 BL1859  NGVD 29 (04/06/79)   85.313  (m)          279.90   (f) ADJUSTED    1 2
 BL1859
 BL1859.Superseded values are not recommended for survey control.
 BL1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1859.See file dsdata.txt to determine how the superseded data were derived.
 BL1859
 BL1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP238372(NAD 83)
 BL1859_MARKER: DB = BENCH MARK DISK
 BL1859_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1859_SP_SET: STAINLESS STEEL ROD
 BL1859_STAMPING: L 1281 1978
 BL1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1859
 BL1859  HISTORY     - Date     Condition        Report By
 BL1859  HISTORY     - 1978     MONUMENTED       NGS
 BL1859  HISTORY     - 20050825 GOOD             GEOCAC
 BL1859
 BL1859                          STATION DESCRIPTION
 BL1859
 BL1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1859'11.7 MI NE FROM WALLER.
 BL1859'0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 290 FROM THE JUNCTION OF
 BL1859'ALLIANCE STREET AND U.S. HIGHWAY 290 IN WALLER, THENCE 0.05 MILE NORTH
 BL1859'ALONG A PAVED ROAD, THENCE 0.05 MILE EAST ALONG MILLS ROAD, THENCE
 BL1859'ABOUT 5.1 MILES NORTH ALONG FIELDS STORE ROAD, THENCE 0.4 MILE EAST
 BL1859'ALONG JOSEPH ROAD, THENCE 1.65 MILES SOUTHEAST ALONG HEGAR ROAD,
 BL1859'THENCE 0.15 MILE SOUTH ALONG KICKAPOO ROAD, AND THENCE 0.85 MILE
 BL1859'SOUTHEAST ALONG HEGAR ROAD.  AT THE FIRST POWER POLE CROSSING ON THE
 BL1859'INSIDE OF THE CURVE, 31 FEET SOUTHWEST OF THE CENTERLINE OF HEGAR
 BL1859'ROAD, 1.5 FEET WEST-NORTHWEST OF THE POWER POLE, AND 1 FOOT NORTH OF
 BL1859'THE SOUTHERLY RIGHT OF WAY FENCE.  DISK IS LEVEL WITH THE GROUND,
 BL1859'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 BL1859
 BL1859                          STATION RECOVERY (2005)
 BL1859
 BL1859'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1859'2 FEET EAST OF A METAL WITNESS POST.
 BL1859'LAT/LON BY HANDHELD GPS(NAD83) N30 08 09.1 W095 52 03.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1834 ***********************************************************************
 BL1834  DESIGNATION -  L 1282
 BL1834  PID         -  BL1834
 BL1834  STATE/COUNTY-  TX/MONTGOMERY
 BL1834  USGS QUAD   -  MAGNOLIA EAST (1979)
 BL1834
 BL1834                         *CURRENT SURVEY CONTROL
 BL1834  ___________________________________________________________________
 BL1834* NAD 83(1986)-  30 08 29.     (N)    095 38 08.     (W)     SCALED    
 BL1834* NAVD 88     -        48.909  (meters)     160.46   (feet)  ADJUSTED  
 BL1834  ___________________________________________________________________
 BL1834  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BL1834  DYNAMIC HT  -          48.843 (meters)     160.25  (feet)  COMP
 BL1834  MODELED GRAV-     979,292.6   (mgal)                       NAVD 88
 BL1834
 BL1834  VERT ORDER  -  FIRST     CLASS II
 BL1834
 BL1834.The horizontal coordinates were scaled from a topographic map and have
 BL1834.an estimated accuracy of +/- 6 seconds.
 BL1834
 BL1834.The orthometric height was determined by differential leveling
 BL1834.and adjusted by the National Geodetic Survey in June 1991..
 BL1834
 BL1834.The geoid height was determined by GEOID03.
 BL1834
 BL1834.The dynamic height is computed by dividing the NAVD 88
 BL1834.geopotential number by the normal gravity value computed on the
 BL1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1834.degrees latitude (g = 980.6199 gals.).
 BL1834
 BL1834.The modeled gravity was interpolated from observed gravity values.
 BL1834
 BL1834;                    North         East    Units  Estimated Accuracy
 BL1834;SPC TX C     - 3,062,180.    1,152,490.      MT  (+/- 180 meters Scaled)
 BL1834
 BL1834                          SUPERSEDED SURVEY CONTROL
 BL1834
 BL1834  NGVD 29 (12/23/87)   48.905  (m)          160.45   (f) ADJUSTED    1 2
 BL1834
 BL1834.Superseded values are not recommended for survey control.
 BL1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1834.See file dsdata.txt to determine how the superseded data were derived.
 BL1834
 BL1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP461373(NAD 83)
 BL1834_MARKER: DB = BENCH MARK DISK
 BL1834_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL1834_SP_SET: STAINLESS STEEL ROD
 BL1834_STAMPING: L 1282 1978
 BL1834_MARK LOGO: NGS   
 BL1834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1834+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 BL1834
 BL1834  HISTORY     - Date     Condition        Report By
 BL1834  HISTORY     - 1978     MONUMENTED       NGS
 BL1834  HISTORY     - 1986     GOOD             NGS
 BL1834  HISTORY     - 20050812 GOOD             GEOCAC
 BL1834
 BL1834                          STATION DESCRIPTION
 BL1834
 BL1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BL1834'3.2 MI NW FROM TOMBALL.
 BL1834'3.2 MILES NORTHWEST ALONG CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 BL1834'FROM ITS JUNCTION WITH WALLER-TOMBALL ROAD IN TOMBALL.  AT A PAVED
 BL1834'ROAD CROSSING, 32 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 39 FEET
 BL1834'NORTHWEST OF THE PAVED ROAD, 1.5 FEET SOUTHEAST OF A TELEPHONE POLE,
 BL1834'AND 18.5 FEET NORTH OF AN UNDERGROUND CABLE MARKER POST.  DISK IS SET
 BL1834'LEVEL WITH THE GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH
 BL1834'PLASTIC SCREW PLUG.
 BL1834
 BL1834                          STATION RECOVERY (1986)
 BL1834
 BL1834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1834'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 BL1834'CHANGE--WALLER-TOMBALL ROAD TO FARM ROAD 2920.
 BL1834
 BL1834                          STATION RECOVERY (2005)
 BL1834
 BL1834'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1834'2 METERS SW OF RR CONTROL BOX
 BL1834'LAT/LON BY HANDHELD GPS(NAD83) N30 08 29.0 W095 38 07.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2380 ***********************************************************************
 BY2380  DESIGNATION -  L 1283
 BY2380  PID         -  BY2380
 BY2380  STATE/COUNTY-  TX/SHELBY
 BY2380  USGS QUAD   -  TENAHA EAST (1984)
 BY2380
 BY2380                         *CURRENT SURVEY CONTROL
 BY2380  ___________________________________________________________________
 BY2380* NAD 83(1986)-  31 54 05.     (N)    094 13 08.     (W)     SCALED    
 BY2380* NAVD 88     -        78.332  (meters)     256.99   (feet)  ADJUSTED  
 BY2380  ___________________________________________________________________
 BY2380  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BY2380  DYNAMIC HT  -          78.239 (meters)     256.69  (feet)  COMP
 BY2380  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 BY2380
 BY2380  VERT ORDER  -  FIRST     CLASS II
 BY2380
 BY2380.The horizontal coordinates were scaled from a topographic map and have
 BY2380.an estimated accuracy of +/- 6 seconds.
 BY2380
 BY2380.The orthometric height was determined by differential leveling
 BY2380.and adjusted by the National Geodetic Survey in June 1991..
 BY2380
 BY2380.The geoid height was determined by GEOID03.
 BY2380
 BY2380.The dynamic height is computed by dividing the NAVD 88
 BY2380.geopotential number by the normal gravity value computed on the
 BY2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2380.degrees latitude (g = 980.6199 gals.).
 BY2380
 BY2380.The modeled gravity was interpolated from observed gravity values.
 BY2380
 BY2380;                    North         East    Units  Estimated Accuracy
 BY2380;SPC TX C     - 3,263,630.    1,278,100.      MT  (+/- 180 meters Scaled)
 BY2380
 BY2380                          SUPERSEDED SURVEY CONTROL
 BY2380
 BY2380  NGVD 29 (??/??/??)   78.376  (m)          257.14   (f) ADJUSTED    1 2
 BY2380
 BY2380.Superseded values are not recommended for survey control.
 BY2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2380.See file dsdata.txt to determine how the superseded data were derived.
 BY2380
 BY2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR847301(NAD 83)
 BY2380_MARKER: DB = BENCH MARK DISK
 BY2380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2380_SP_SET: STAINLESS STEEL ROD
 BY2380_STAMPING: L 1283 1979
 BY2380_PROJECTION: RECESSED 5 CENTIMETERS
 BY2380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2380_ROD/PIPE-DEPTH: 4.57 meters
 BY2380
 BY2380  HISTORY     - Date     Condition        Report By
 BY2380  HISTORY     - 1979     MONUMENTED       NGS
 BY2380
 BY2380                          STATION DESCRIPTION
 BY2380
 BY2380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2380'3.2 MI SE FROM TENAHA.
 BY2380'3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BY2380'HIGHWAY 84 IN TENAHA, AT THE JUNCTION OF A DIRT AND BLACKTOP ROAD
 BY2380'LEADING NORTHEAST, 47.6 FT. NORTHEAST OF THE CENTERLINE OF THE
 BY2380'HIGHWAY, 27.0 FT. SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7.0 FT.
 BY2380'SOUTHEAST OF A CORNER FENCE POST, 19.4 FT. NORTHWEST OF A 12-INCH ELM
 BY2380'TREE, 1.0 FT. SOUTHWEST OF A FENCE LINE.  DISK IS 2 INCHES BELOW
 BY2380'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2380'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 BY2380'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2525 ***********************************************************************
 BY2525  DESIGNATION -  L 1284
 BY2525  PID         -  BY2525
 BY2525  STATE/COUNTY-  TX/NACOGDOCHES
 BY2525  USGS QUAD   -  APPLEBY (1983)
 BY2525
 BY2525                         *CURRENT SURVEY CONTROL
 BY2525  ___________________________________________________________________
 BY2525* NAD 83(1986)-  31 43 34.     (N)    094 36 43.     (W)     SCALED    
 BY2525* NAVD 88     -       133.501  (meters)     437.99   (feet)  ADJUSTED  
 BY2525  ___________________________________________________________________
 BY2525  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BY2525  DYNAMIC HT  -         133.337 (meters)     437.46  (feet)  COMP
 BY2525  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 BY2525
 BY2525  VERT ORDER  -  FIRST     CLASS II
 BY2525
 BY2525.The horizontal coordinates were scaled from a topographic map and have
 BY2525.an estimated accuracy of +/- 6 seconds.
 BY2525
 BY2525.The orthometric height was determined by differential leveling
 BY2525.and adjusted by the National Geodetic Survey in June 1991..
 BY2525
 BY2525.The geoid height was determined by GEOID03.
 BY2525
 BY2525.The dynamic height is computed by dividing the NAVD 88
 BY2525.geopotential number by the normal gravity value computed on the
 BY2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2525.degrees latitude (g = 980.6199 gals.).
 BY2525
 BY2525.The modeled gravity was interpolated from observed gravity values.
 BY2525
 BY2525;                    North         East    Units  Estimated Accuracy
 BY2525;SPC TX C     - 3,242,250.    1,241,970.      MT  (+/- 180 meters Scaled)
 BY2525
 BY2525                          SUPERSEDED SURVEY CONTROL
 BY2525
 BY2525.No superseded survey control is available for this station.
 BY2525
 BY2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR472112(NAD 83)
 BY2525_MARKER: I = METAL ROD
 BY2525_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2525_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2525_STAMPING: L 1284 1979
 BY2525_PROJECTION: FLUSH
 BY2525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2525+STABILITY: POSITION/ELEVATION WELL
 BY2525_ROD/PIPE-DEPTH: 9.14 meters
 BY2525_SLEEVE-DEPTH  : 7.32 meters
 BY2525
 BY2525  HISTORY     - Date     Condition        Report By
 BY2525  HISTORY     - 1979     MONUMENTED       NGS
 BY2525  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY2525
 BY2525                          STATION DESCRIPTION
 BY2525
 BY2525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2525'0.05 MI SW FROM APPLEBY.
 BY2525'0.05 MILE SOUTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY2525'ROAD 941 IN APPLEBY, ON PROPERTY OWNED BY JAMES WELLS, AT THE
 BY2525'NORTHEAST CORNER OF A CHAIN LINK FENCE AROUND THE APPLEBY WATER TANK,
 BY2525'147 FT. SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 110 FT. SOUTH OF A
 BY2525'FIRE HYDRANT, 6.2 FT. SOUTHEAST OF THE NORTHWEST CORNER OF THE FENCE,
 BY2525'40.8 FT. SOUTH OF THE SOUTH CORNER OF A WHITE FRAME HOUSE, 5.0 FT.
 BY2525'EAST OF THE EAST EDGE OF THE FENCE.  DATUM POINT IS 3 INCHES BELOW
 BY2525'GROUND, ACCESS TO WHICH IS HAD THROUGH A 5-INCH LOGO CAP.
 BY2525'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 BY2525
 BY2525                          STATION RECOVERY (1998)
 BY2525
 BY2525'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1974 ***********************************************************************
 BK1974  DESIGNATION -  L 1285
 BK1974  PID         -  BK1974
 BK1974  STATE/COUNTY-  TX/JASPER
 BK1974  USGS QUAD   -  GIST (1984)
 BK1974
 BK1974                         *CURRENT SURVEY CONTROL
 BK1974  ___________________________________________________________________
 BK1974* NAD 83(1986)-  30 15 36.     (N)    093 54 07.     (W)     SCALED    
 BK1974* NAVD 88     -         8.671  (meters)      28.45   (feet)  ADJUSTED  
 BK1974  ___________________________________________________________________
 BK1974  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BK1974  DYNAMIC HT  -           8.660 (meters)      28.41  (feet)  COMP
 BK1974  MODELED GRAV-     979,322.8   (mgal)                       NAVD 88
 BK1974
 BK1974  VERT ORDER  -  FIRST     CLASS II
 BK1974
 BK1974.The horizontal coordinates were scaled from a topographic map and have
 BK1974.an estimated accuracy of +/- 6 seconds.
 BK1974
 BK1974.The orthometric height was determined by differential leveling
 BK1974.and adjusted by the National Geodetic Survey in June 1991..
 BK1974
 BK1974.The geoid height was determined by GEOID03.
 BK1974
 BK1974.The dynamic height is computed by dividing the NAVD 88
 BK1974.geopotential number by the normal gravity value computed on the
 BK1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1974.degrees latitude (g = 980.6199 gals.).
 BK1974
 BK1974.The modeled gravity was interpolated from observed gravity values.
 BK1974
 BK1974;                    North         East    Units  Estimated Accuracy
 BK1974;SPC TX C     - 3,083,660.    1,318,550.      MT  (+/- 180 meters Scaled)
 BK1974
 BK1974                          SUPERSEDED SURVEY CONTROL
 BK1974
 BK1974  NGVD 29 (??/??/??)    8.636  (m)           28.33   (f) ADJUSTED    1 2
 BK1974
 BK1974.Superseded values are not recommended for survey control.
 BK1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1974.See file dsdata.txt to determine how the superseded data were derived.
 BK1974
 BK1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP132479(NAD 83)
 BK1974_MARKER: I = METAL ROD
 BK1974_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1974_SP_SET: STAINLESS STEEL ROD
 BK1974_STAMPING: L 1285 1979
 BK1974_PROJECTION: FLUSH
 BK1974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1974+STABILITY: POSITION/ELEVATION WELL
 BK1974_ROD/PIPE-DEPTH: 7.62 meters
 BK1974
 BK1974  HISTORY     - Date     Condition        Report By
 BK1974  HISTORY     - 1979     MONUMENTED       NGS
 BK1974  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 BK1974
 BK1974                          STATION DESCRIPTION
 BK1974
 BK1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1974'3.7 MI NW FROM MAURICEVILLE.
 BK1974'3.7 MILES NORTHWEST ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF STATE
 BK1974'HIGHWAY 12 IN MAURICEVILLE, 0.1 MILE NORTHWEST OF THE JASPER-NEWTON
 BK1974'COUNTY LINE, 75.0 FT. WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 BK1974'191 FT. SOUTHEAST OF THE CENTER OF A GRAVEL ROAD LEADING WEST-
 BK1974'SOUTHWEST, 12.5 FT. WEST-SOUTHWEST OF A GUYED POWERLINE POLE, 10.4 FT.
 BK1974'EAST-SOUTHEAST OF A 16-INCH PINE TREE.  DISK IS 2 INCHES BELOW GROUND,
 BK1974'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BK1974'THE MARK IS 1.0 FT  ENE FROM A WITNESS POST.
 BK1974'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BK1974
 BK1974                          STATION RECOVERY (2001)
 BK1974
 BK1974'RECOVERY NOTE BY US POWER SQUADRON 2001 (KHP)
 BK1974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2407 ***********************************************************************
 BY2407  DESIGNATION -  L 1286
 BY2407  PID         -  BY2407
 BY2407  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY2407  USGS QUAD   -  NORWOOD (1984)
 BY2407
 BY2407                         *CURRENT SURVEY CONTROL
 BY2407  ___________________________________________________________________
 BY2407* NAD 83(1986)-  31 29 11.     (N)    094 07 35.     (W)     SCALED    
 BY2407* NAVD 88     -        84.433  (meters)     277.01   (feet)  ADJUSTED  
 BY2407  ___________________________________________________________________
 BY2407  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BY2407  DYNAMIC HT  -          84.328 (meters)     276.67  (feet)  COMP
 BY2407  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 BY2407
 BY2407  VERT ORDER  -  FIRST     CLASS II
 BY2407
 BY2407.The horizontal coordinates were scaled from a topographic map and have
 BY2407.an estimated accuracy of +/- 6 seconds.
 BY2407
 BY2407.The orthometric height was determined by differential leveling
 BY2407.and adjusted by the National Geodetic Survey in June 1991..
 BY2407
 BY2407.The geoid height was determined by GEOID03.
 BY2407
 BY2407.The dynamic height is computed by dividing the NAVD 88
 BY2407.geopotential number by the normal gravity value computed on the
 BY2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2407.degrees latitude (g = 980.6199 gals.).
 BY2407
 BY2407.The modeled gravity was interpolated from observed gravity values.
 BY2407
 BY2407;                    North         East    Units  Estimated Accuracy
 BY2407;SPC TX C     - 3,218,180.    1,289,410.      MT  (+/- 180 meters Scaled)
 BY2407
 BY2407                          SUPERSEDED SURVEY CONTROL
 BY2407
 BY2407  NGVD 29 (??/??/??)   84.460  (m)          277.10   (f) ADJUSTED    1 2
 BY2407
 BY2407.Superseded values are not recommended for survey control.
 BY2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2407.See file dsdata.txt to determine how the superseded data were derived.
 BY2407
 BY2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ930840(NAD 83)
 BY2407_MARKER: DB = BENCH MARK DISK
 BY2407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2407_SP_SET: STAINLESS STEEL ROD
 BY2407_STAMPING: L 1286 1979
 BY2407_PROJECTION: RECESSED 3 CENTIMETERS
 BY2407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY2407+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 BY2407_ROD/PIPE-DEPTH: 5.33 meters
 BY2407
 BY2407  HISTORY     - Date     Condition        Report By
 BY2407  HISTORY     - 1979     MONUMENTED       NGS
 BY2407  HISTORY     - 20020712 GOOD             USPSQD
 BY2407
 BY2407                          STATION DESCRIPTION
 BY2407
 BY2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2407'3.2 MI SOUTH FROM SAN AUGUSTINE.
 BY2407'3.2 MILES SOUTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF STATE
 BY2407'HIGHWAY 21 IN SAN AUGUSTINE, AT THE JOHN DEERE SERVICE CENTER, 67.0
 BY2407'FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 48.5 FT. NORTH-NORTHWEST
 BY2407'OF THE SOUTHWEST CORNER OF THE JOHN DEERE METAL BUILDING, 33.5 FT.
 BY2407'SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 13.0 FT.
 BY2407'NORTH-NORTHEAST OF A WATER METER WHICH IS FLUSH WITH THE GROUND,
 BY2407'2.5 FT. WEST OF A JOHN DEERE SIGN POLE.  DISK IS 4 INCHES BELOW
 BY2407'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2407'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BY2407
 BY2407                          STATION RECOVERY (2002)
 BY2407
 BY2407'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BY2407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2534 ***********************************************************************
 BY2534  DESIGNATION -  L 1287
 BY2534  PID         -  BY2534
 BY2534  STATE/COUNTY-  TX/RUSK
 BY2534  USGS QUAD   -  GARRISON EAST (1984)
 BY2534
 BY2534                         *CURRENT SURVEY CONTROL
 BY2534  ___________________________________________________________________
 BY2534* NAD 83(1986)-  31 51 21.     (N)    094 28 01.     (W)     SCALED    
 BY2534* NAVD 88     -        98.857  (meters)     324.33   (feet)  ADJUSTED  
 BY2534  ___________________________________________________________________
 BY2534  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BY2534  DYNAMIC HT  -          98.737 (meters)     323.94  (feet)  COMP
 BY2534  MODELED GRAV-     979,427.5   (mgal)                       NAVD 88
 BY2534
 BY2534  VERT ORDER  -  FIRST     CLASS II
 BY2534
 BY2534.The horizontal coordinates were scaled from a topographic map and have
 BY2534.an estimated accuracy of +/- 6 seconds.
 BY2534
 BY2534.The orthometric height was determined by differential leveling
 BY2534.and adjusted by the National Geodetic Survey in June 1991..
 BY2534
 BY2534.The geoid height was determined by GEOID03.
 BY2534
 BY2534.The dynamic height is computed by dividing the NAVD 88
 BY2534.geopotential number by the normal gravity value computed on the
 BY2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2534.degrees latitude (g = 980.6199 gals.).
 BY2534
 BY2534.The modeled gravity was interpolated from observed gravity values.
 BY2534
 BY2534;                    North         East    Units  Estimated Accuracy
 BY2534;SPC TXNC     - 2,028,300.      981,630.      MT  (+/- 180 meters Scaled)
 BY2534
 BY2534                          SUPERSEDED SURVEY CONTROL
 BY2534
 BY2534.No superseded survey control is available for this station.
 BY2534
 BY2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR612253(NAD 83)
 BY2534_MARKER: DB = BENCH MARK DISK
 BY2534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2534_SP_SET: STAINLESS STEEL ROD
 BY2534_STAMPING: L 1287 1979
 BY2534_PROJECTION: PROJECTING 5 CENTIMETERS
 BY2534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2534_ROD/PIPE-DEPTH: 3.05 meters
 BY2534
 BY2534  HISTORY     - Date     Condition        Report By
 BY2534  HISTORY     - 1979     MONUMENTED       NGS
 BY2534
 BY2534                          STATION DESCRIPTION
 BY2534
 BY2534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2534'2.75 MI NE FROM GARRISON.
 BY2534'2.75 MILES NORTHEAST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF FARM
 BY2534'ROAD 95 NORTH IN GARRISON, ALSO 5.45 MILES SOUTHEAST ALONG U.S.
 BY2534'HIGHWAY 59 FROM THE JUNCTION OF U.S. HIGHWAY 87 IN TIMPSON, AT A DIRT
 BY2534'ROAD LEADING NORTH, AT THE EAST END OF A 15-FT.HIGH CUTBANK, 101 FT.
 BY2534'NORTH OF THE CENTERLINE OF THE HIGHWAY, 134 FT. EAST OF THE CENTERLINE
 BY2534'OF A BLACKTOPPED ROAD LEADING NORTH, 92.0 FT. WEST OF A POWERLINE
 BY2534'POLE, 5.6 FT. EAST OF A 2-FT. BY 5-FT. BY 8-FT. TALL CONCRETE
 BY2534'TELEPHONE JUNCTION BOX WITH METAL DOORS, 1.5 FT. SOUTH OF A FENCE.
 BY2534'DISK IS 1 INCH BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 BY2534'PLASTIC SCREW PLUG.
 BY2534'THE MARK IS 1.3 FT  S FROM A WITNESS POST.
 BY2534'THE MARK IS 13 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1947 ***********************************************************************
 BK1947  DESIGNATION -  L 1288
 BK1947  PID         -  BK1947
 BK1947  STATE/COUNTY-  TX/JASPER
 BK1947  USGS QUAD   -  KIRBYVILLE (1984)
 BK1947
 BK1947                         *CURRENT SURVEY CONTROL
 BK1947  ___________________________________________________________________
 BK1947* NAD 83(1986)-  30 40 09.     (N)    093 53 39.     (W)     SCALED    
 BK1947* NAVD 88     -        30.981  (meters)     101.64   (feet)  ADJUSTED  
 BK1947  ___________________________________________________________________
 BK1947  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BK1947  DYNAMIC HT  -          30.941 (meters)     101.51  (feet)  COMP
 BK1947  MODELED GRAV-     979,351.9   (mgal)                       NAVD 88
 BK1947
 BK1947  VERT ORDER  -  FIRST     CLASS II
 BK1947
 BK1947.The horizontal coordinates were scaled from a topographic map and have
 BK1947.an estimated accuracy of +/- 6 seconds.
 BK1947
 BK1947.The orthometric height was determined by differential leveling
 BK1947.and adjusted by the National Geodetic Survey in June 1991..
 BK1947
 BK1947.The geoid height was determined by GEOID03.
 BK1947
 BK1947.The dynamic height is computed by dividing the NAVD 88
 BK1947.geopotential number by the normal gravity value computed on the
 BK1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1947.degrees latitude (g = 980.6199 gals.).
 BK1947
 BK1947.The modeled gravity was interpolated from observed gravity values.
 BK1947
 BK1947;                    North         East    Units  Estimated Accuracy
 BK1947;SPC TX C     - 3,128,990.    1,316,670.      MT  (+/- 180 meters Scaled)
 BK1947
 BK1947                          SUPERSEDED SURVEY CONTROL
 BK1947
 BK1947  NGVD 29 (??/??/??)   30.967  (m)          101.60   (f) ADJUSTED    1 2
 BK1947
 BK1947.Superseded values are not recommended for survey control.
 BK1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1947.See file dsdata.txt to determine how the superseded data were derived.
 BK1947
 BK1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP143932(NAD 83)
 BK1947_MARKER: I = METAL ROD
 BK1947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK1947_SP_SET: STAINLESS STEEL ROD
 BK1947_STAMPING: L 1288 1979
 BK1947_PROJECTION: FLUSH
 BK1947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BK1947+STABILITY: POSITION/ELEVATION WELL
 BK1947_ROD/PIPE-DEPTH: 9.14 meters
 BK1947
 BK1947  HISTORY     - Date     Condition        Report By
 BK1947  HISTORY     - 1979     MONUMENTED       NGS
 BK1947  HISTORY     - 20040723 MARK NOT FOUND   USPSQD
 BK1947
 BK1947                          STATION DESCRIPTION
 BK1947
 BK1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BK1947'0.55 MI NORTH FROM KIRBYVILLE.
 BK1947'0.55 MILE NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF FARM ROAD
 BK1947'1013 IN KIRBYVILLE, AT THE NORTHEAST CORNER OF THE ACE HARDWARE,
 BK1947'50.0 FT. WEST OF THE CENTERLINE OF HIGHWAY 96 SOUTHBOUND, 25.7 FT.
 BK1947'SOUTHWEST OF A TRIPLE-GUYED POWERLINE POLE, 82.7 FT. SOUTHEAST
 BK1947'OF THE SOUTHEAST CORNER OF CHARLIES WASHATERIA BUILDING, 9.0 FT.
 BK1947'EAST-SOUTHEAST OF A TWIN-TRUNKED 12-INCH PINE TREE, 1.0 FT. NORTH OF A
 BK1947'FENCE AROUND THE PARKING AREA OF ACE HARDWARE.  DISK IS 4 INCHES
 BK1947'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BK1947'PLUG.
 BK1947'THE MARK IS 3 FT  E FROM A WITNESS POST.
 BK1947'THE MARK IS 3 FT BELOW THE HIGHWAY.
 BK1947
 BK1947                          STATION RECOVERY (2004)
 BK1947
 BK1947'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BK1947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2399 ***********************************************************************
 BX2399  DESIGNATION -  L 1289
 BX2399  PID         -  BX2399
 BX2399  STATE/COUNTY-  TX/JASPER
 BX2399  USGS QUAD   -  HARRISBURG (1984)
 BX2399
 BX2399                         *CURRENT SURVEY CONTROL
 BX2399  ___________________________________________________________________
 BX2399* NAD 83(1986)-  31 01 25.     (N)    093 58 45.     (W)     SCALED    
 BX2399* NAVD 88     -       103.544  (meters)     339.71   (feet)  ADJUSTED  
 BX2399  ___________________________________________________________________
 BX2399  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BX2399  DYNAMIC HT  -         103.409 (meters)     339.27  (feet)  COMP
 BX2399  MODELED GRAV-     979,337.7   (mgal)                       NAVD 88
 BX2399
 BX2399  VERT ORDER  -  FIRST     CLASS II
 BX2399
 BX2399.The horizontal coordinates were scaled from a topographic map and have
 BX2399.an estimated accuracy of +/- 6 seconds.
 BX2399
 BX2399.The orthometric height was determined by differential leveling
 BX2399.and adjusted by the National Geodetic Survey in June 1991..
 BX2399
 BX2399.The geoid height was determined by GEOID03.
 BX2399
 BX2399.The dynamic height is computed by dividing the NAVD 88
 BX2399.geopotential number by the normal gravity value computed on the
 BX2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BX2399.degrees latitude (g = 980.6199 gals.).
 BX2399
 BX2399.The modeled gravity was interpolated from observed gravity values.
 BX2399
 BX2399;                    North         East    Units  Estimated Accuracy
 BX2399;SPC TX C     - 3,167,750.    1,306,300.      MT  (+/- 180 meters Scaled)
 BX2399
 BX2399                          SUPERSEDED SURVEY CONTROL
 BX2399
 BX2399  NGVD 29 (??/??/??)  103.545  (m)          339.71   (f) ADJUSTED    1 2
 BX2399
 BX2399.Superseded values are not recommended for survey control.
 BX2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2399.See file dsdata.txt to determine how the superseded data were derived.
 BX2399
 BX2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ065326(NAD 83)
 BX2399_MARKER: DB = BENCH MARK DISK
 BX2399_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BX2399_SP_SET: STAINLESS STEEL ROD
 BX2399_STAMPING: L 1289 1979
 BX2399_PROJECTION: FLUSH
 BX2399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BX2399+STABILITY: POSITION/ELEVATION WELL
 BX2399_ROD/PIPE-DEPTH: 7.62 meters
 BX2399
 BX2399  HISTORY     - Date     Condition        Report By
 BX2399  HISTORY     - 1979     MONUMENTED       NGS
 BX2399
 BX2399                          STATION DESCRIPTION
 BX2399
 BX2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BX2399'7.6 MI NORTH FROM JASPER.
 BX2399'7.6 MILES NORTH ALONG U.S. HIGHWAY 96 FROM THE JUNCTION OF U.S.
 BX2399'HIGHWAY 190 IN JASPER, AT THE WOODS LINE ON THE EAST SIDE OF THE
 BX2399'HIGHWAY, 117.0 FT. SOUTH OF RIGHT-OF-WAY MARKER NUMBER 373, 86.0
 BX2399'FT. EAST OF THE CENTERLINE OF HIGHWAY 96 NORTHBOUND,
 BX2399'62.0 FT. WEST OF THE WEST RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 BX2399'RAILROAD, 39.0 FT. NORTH OF A FORKED OAK TREE.  DISK IS 5 INCHES
 BX2399'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 BX2399'PLUG.
 BX2399'THE MARK IS 1 FT  S FROM A WITNESS POST.
 BX2399'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2506 ***********************************************************************
 BY2506  DESIGNATION -  L 1289 A
 BY2506  PID         -  BY2506
 BY2506  STATE/COUNTY-  TX/NACOGDOCHES
 BY2506  USGS QUAD   -  CUSHING (1973)
 BY2506
 BY2506                         *CURRENT SURVEY CONTROL
 BY2506  ___________________________________________________________________
 BY2506* NAD 83(1986)-  31 49 03.     (N)    094 50 18.     (W)     SCALED    
 BY2506* NAVD 88     -       120.677  (meters)     395.92   (feet)  ADJUSTED  
 BY2506  ___________________________________________________________________
 BY2506  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY2506  DYNAMIC HT  -         120.531 (meters)     395.44  (feet)  COMP
 BY2506  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 BY2506
 BY2506  VERT ORDER  -  FIRST     CLASS II
 BY2506
 BY2506.The horizontal coordinates were scaled from a topographic map and have
 BY2506.an estimated accuracy of +/- 6 seconds.
 BY2506
 BY2506.The orthometric height was determined by differential leveling
 BY2506.and adjusted by the National Geodetic Survey in June 1991..
 BY2506
 BY2506.The geoid height was determined by GEOID03.
 BY2506
 BY2506.The dynamic height is computed by dividing the NAVD 88
 BY2506.geopotential number by the normal gravity value computed on the
 BY2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2506.degrees latitude (g = 980.6199 gals.).
 BY2506
 BY2506.The modeled gravity was interpolated from observed gravity values.
 BY2506
 BY2506;                    North         East    Units  Estimated Accuracy
 BY2506;SPC TX C     - 3,251,290.    1,220,050.      MT  (+/- 180 meters Scaled)
 BY2506
 BY2506                          SUPERSEDED SURVEY CONTROL
 BY2506
 BY2506.No superseded survey control is available for this station.
 BY2506
 BY2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR260216(NAD 83)
 BY2506_MARKER: DB = BENCH MARK DISK
 BY2506_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2506_SP_SET: STAINLESS STEEL ROD
 BY2506_STAMPING: L 1289 A 1979
 BY2506_PROJECTION: FLUSH
 BY2506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2506_ROD/PIPE-DEPTH: 4.57 meters
 BY2506
 BY2506  HISTORY     - Date     Condition        Report By
 BY2506  HISTORY     - 1979     MONUMENTED       NGS
 BY2506  HISTORY     - 19980919 GOOD             USPSQD
 BY2506
 BY2506                          STATION DESCRIPTION
 BY2506
 BY2506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BY2506'0.3 MI EAST FROM CUSHING.
 BY2506'0.3 MILE EAST ALONG STATE HIGHWAY 204 FROM THE JUNCTION OF FARM ROAD
 BY2506'225 IN CUSHING, AT THE JUNCTION OF A PAVED ROAD LEADING NORTH, 128 FT.
 BY2506'EAST-NORTHEAST AND ACROSS THE ROAD FROM A FIRE HYDRANT, 113 FT. NORTH
 BY2506'OF THE CENTERLINE OF THE HIGHWAY, 27.5 FT. EAST OF THE CENTERLINE OF
 BY2506'THE ROAD, 21.0 FT. NORTH OF A GUY WIRE BASE, 2.8 FT. SOUTH OF A
 BY2506'POWERLINE POLE WITH LIGHT.  DISK IS 3 INCHES BELOW GROUND, ACCESS TO
 BY2506'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 BY2506'THE MARK IS 1.8 FT  N FROM A WITNESS POST.
 BY2506'THE MARK IS 1 FT BELOW THE HIGHWAY.
 BY2506
 BY2506                          STATION RECOVERY (1998)
 BY2506
 BY2506'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY2506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0910 ***********************************************************************
 AE0910  DESIGNATION -  L 129
 AE0910  PID         -  AE0910
 AE0910  STATE/COUNTY-  TX/STARR
 AE0910  USGS QUAD   -  LA GLORIA (1993)
 AE0910
 AE0910                         *CURRENT SURVEY CONTROL
 AE0910  ___________________________________________________________________
 AE0910* NAD 83(1986)-  26 40 06.     (N)    098 33 53.     (W)     SCALED    
 AE0910* NAVD 88     -       113.669  (meters)     372.93   (feet)  ADJUSTED  
 AE0910  ___________________________________________________________________
 AE0910  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AE0910  DYNAMIC HT  -         113.483 (meters)     372.32  (feet)  COMP
 AE0910  MODELED GRAV-     979,003.9   (mgal)                       NAVD 88
 AE0910
 AE0910  VERT ORDER  -  SECOND    CLASS 0
 AE0910
 AE0910.The horizontal coordinates were scaled from a topographic map and have
 AE0910.an estimated accuracy of +/- 6 seconds.
 AE0910
 AE0910.The orthometric height was determined by differential leveling
 AE0910.and adjusted by the National Geodetic Survey in June 1991..
 AE0910
 AE0910.The geoid height was determined by GEOID03.
 AE0910
 AE0910.The dynamic height is computed by dividing the NAVD 88
 AE0910.geopotential number by the normal gravity value computed on the
 AE0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0910.degrees latitude (g = 980.6199 gals.).
 AE0910
 AE0910.The modeled gravity was interpolated from observed gravity values.
 AE0910
 AE0910;                    North         East    Units  Estimated Accuracy
 AE0910;SPC TX S     - 5,110,980.      293,560.      MT  (+/- 180 meters Scaled)
 AE0910
 AE0910                          SUPERSEDED SURVEY CONTROL
 AE0910
 AE0910  NGVD 29 (??/??/92)  113.731  (m)          373.13   (f) ADJ UNCH    2 0
 AE0910
 AE0910.Superseded values are not recommended for survey control.
 AE0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0910.See file dsdata.txt to determine how the superseded data were derived.
 AE0910
 AE0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ433497(NAD 83)
 AE0910_MARKER: DB = BENCH MARK DISK
 AE0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0910_STAMPING: L-129 1933
 AE0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0910+STABILITY: SURFACE MOTION
 AE0910
 AE0910  HISTORY     - Date     Condition        Report By
 AE0910  HISTORY     - 1933     MONUMENTED       CGS
 AE0910  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0910
 AE0910                          STATION DESCRIPTION
 AE0910
 AE0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AE0910'26.4 MI N FROM RIO GRANDE CITY.
 AE0910'ALONG SANTA ELENA-RIO GRANDE CITY ROAS 7.95 MILES SOUTH OF SANTA ELENA
 AE0910'AT GASOLINE PUMP AND STORE ON EAST SIDE OF ROAD AT RANCHO SANTANA.
 AE0910'MARK IS EAST OF ROAD, WEST OF RIGHT-OF-WAY FENCE, AND SOUTH OF SOUTH
 AE0910'GATEPOST OF GATE LEADING FROM ROAD TO EAST INTO RANCHO SOUTH OF THE
 AE0910'STORE AND GASOLINE PUMP.
 AE0910
 AE0910                          STATION RECOVERY (1972)
 AE0910
 AE0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2480 ***********************************************************************
 BY2480  DESIGNATION -  L 1290
 BY2480  PID         -  BY2480
 BY2480  STATE/COUNTY-  TX/CHEROKEE
 BY2480  USGS QUAD   -  JACKSONVILLE WEST (1982)
 BY2480
 BY2480                         *CURRENT SURVEY CONTROL
 BY2480  ___________________________________________________________________
 BY2480* NAD 83(1986)-  31 56 16.     (N)    095 20 22.     (W)     SCALED    
 BY2480* NAVD 88     -       162.422  (meters)     532.88   (feet)  ADJUSTED  
 BY2480  ___________________________________________________________________
 BY2480  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BY2480  DYNAMIC HT  -         162.226 (meters)     532.24  (feet)  COMP
 BY2480  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 BY2480
 BY2480  VERT ORDER  -  FIRST     CLASS II
 BY2480
 BY2480.The horizontal coordinates were scaled from a topographic map and have
 BY2480.an estimated accuracy of +/- 6 seconds.
 BY2480
 BY2480.The orthometric height was determined by differential leveling
 BY2480.and adjusted by the National Geodetic Survey in June 1991..
 BY2480
 BY2480.The geoid height was determined by GEOID03.
 BY2480
 BY2480.The dynamic height is computed by dividing the NAVD 88
 BY2480.geopotential number by the normal gravity value computed on the
 BY2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2480.degrees latitude (g = 980.6199 gals.).
 BY2480
 BY2480.The modeled gravity was interpolated from observed gravity values.
 BY2480
 BY2480;                    North         East    Units  Estimated Accuracy
 BY2480;SPC TX C     - 3,262,380.    1,172,060.      MT  (+/- 180 meters Scaled)
 BY2480
 BY2480                          SUPERSEDED SURVEY CONTROL
 BY2480
 BY2480.No superseded survey control is available for this station.
 BY2480
 BY2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR788359(NAD 83)
 BY2480_MARKER: DB = BENCH MARK DISK
 BY2480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2480_SP_SET: STAINLESS STEEL ROD
 BY2480_STAMPING: L 1290 1980
 BY2480_PROJECTION: PROJECTING 1 CENTIMETERS
 BY2480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2480_ROD/PIPE-DEPTH: 6.1  meters
 BY2480
 BY2480  HISTORY     - Date     Condition        Report By
 BY2480  HISTORY     - 1980     MONUMENTED       NGS
 BY2480  HISTORY     - 19910420 GOOD             USPSQD
 BY2480  HISTORY     - 19960420 GOOD             USPSQD
 BY2480  HISTORY     - 20040606 GOOD             USPSQD
 BY2480
 BY2480                          STATION DESCRIPTION
 BY2480
 BY2480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2480'7.4 KM SW FROM JACKSONVILLE.
 BY2480'7.4 KM. (4.6 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION OF
 BY2480'U.S. HIGHWAY 69 IN JACKSONVILLE, AT A REST AREA, AT THE JUNCTION OF A
 BY2480'PAVED ROAD LEADING SOUTH, 26.8 M. (88.0 FT.) NORTHWEST OF THE
 BY2480'CENTERLINE OF THE HIGHWAY, 13.9 M. (45.5 FT.) WEST OF A FENCE CORNER
 BY2480'AND A RIGHT-OF-WAY MARKER, 13.4 M. (44.0 FT.) NORTH-NORTHEAST OF THE
 BY2480'CENTERLINE OF A ROAD LEADING TO THE REST AREA, 13.3 M. (43.5 FT.)
 BY2480'NORTH-NORTHWEST OF A 30-CM. CONCRETE CULVERT, 0.2 M. (0.5 FT.) SOUTH
 BY2480'OF A FENCE.  DISK IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BY2480'THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BY2480'THE MARK IS 0.6 METERS  ESE FROM A WITNESS POST.
 BY2480'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BY2480
 BY2480                          STATION RECOVERY (1991)
 BY2480
 BY2480'RECOVERY NOTE BY US POWER SQUADRON 1991 (GB)
 BY2480'RECOVERED IN GOOD CONDITION.
 BY2480
 BY2480                          STATION RECOVERY (1996)
 BY2480
 BY2480'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY2480'RECOVERED IN GOOD CONDITION.
 BY2480
 BY2480                          STATION RECOVERY (2004)
 BY2480
 BY2480'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRM)
 BY2480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2427 ***********************************************************************
 BY2427  DESIGNATION -  L 1291
 BY2427  PID         -  BY2427
 BY2427  STATE/COUNTY-  TX/HOUSTON
 BY2427  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY2427
 BY2427                         *CURRENT SURVEY CONTROL
 BY2427  ___________________________________________________________________
 BY2427* NAD 83(1986)-  31 07 28.     (N)    095 26 44.     (W)     SCALED    
 BY2427* NAVD 88     -        91.930  (meters)     301.61   (feet)  ADJUSTED  
 BY2427  ___________________________________________________________________
 BY2427  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BY2427  DYNAMIC HT  -          91.813 (meters)     301.22  (feet)  COMP
 BY2427  MODELED GRAV-     979,376.4   (mgal)                       NAVD 88
 BY2427  OBS GRAVITY -     979,376.1   (mgal)                       GRAV_OBS
 BY2427
 BY2427  VERT ORDER  -  FIRST     CLASS II
 BY2427
 BY2427.The horizontal coordinates were scaled from a topographic map and have
 BY2427.an estimated accuracy of +/- 6 seconds.
 BY2427
 BY2427.The orthometric height was determined by differential leveling
 BY2427.and adjusted by the National Geodetic Survey in June 1991..
 BY2427
 BY2427.The geoid height was determined by GEOID03.
 BY2427
 BY2427.The dynamic height is computed by dividing the NAVD 88
 BY2427.geopotential number by the normal gravity value computed on the
 BY2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2427.degrees latitude (g = 980.6199 gals.).
 BY2427
 BY2427.The modeled gravity was interpolated from observed gravity values.
 BY2427.The observed gravity was obtained from relative gravimeter ties
 BY2427.to the IGSN71 gravity network.
 BY2427
 BY2427;                    North         East    Units  Estimated Accuracy
 BY2427;SPC TX C     - 3,171,840.    1,165,990.      MT  (+/- 180 meters Scaled)
 BY2427
 BY2427                          SUPERSEDED SURVEY CONTROL
 BY2427
 BY2427.No superseded survey control is available for this station.
 BY2427
 BY2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ668459(NAD 83)
 BY2427_MARKER: I = METAL ROD
 BY2427_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BY2427_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BY2427_STAMPING: L 1291 1980
 BY2427_PROJECTION: FLUSH
 BY2427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BY2427+STABILITY: POSITION/ELEVATION WELL
 BY2427_ROD/PIPE-DEPTH: 14.9 meters
 BY2427_SLEEVE-DEPTH  : 11.9 meters
 BY2427
 BY2427  HISTORY     - Date     Condition        Report By
 BY2427  HISTORY     - 1980     MONUMENTED       NGS
 BY2427
 BY2427                          STATION DESCRIPTION
 BY2427
 BY2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2427'IN LOVELADY.
 BY2427'IN LOVELADY, AT THE NORTHWEST CORNER OF THE RED BRICK CLASSROOM
 BY2427'BUILDING AT THE LOVELADY ELEMENTARY SCHOOL, 0.15 KM. (0.1 MI.) SOUTH
 BY2427'ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF FARM ROADS 1280 AND 230,
 BY2427'29.0 M. (95.2 FT.) EAST OF THE CENTERLINE OF THE HIGHWAY, 31.1 M.
 BY2427'(102 FT.) SOUTHEAST OF A FLAGPOLE, 9.1 M. (29.9 FT.) EAST OF A CHAIN
 BY2427'LINK FENCE, 0.8 M. (2.5 FT.) NORTH OF THE NORTHWEST CORNER AND ABOUT
 BY2427'IN LINE WITH THE WEST FACE OF THE BUILDING.  DATUM POINT IS 10 CM.
 BY2427'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 13-CM. LOGO CAP.
 BY2427'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1132 ***********************************************************************
 BZ1132  DESIGNATION -  L 1294
 BZ1132  PID         -  BZ1132
 BZ1132  STATE/COUNTY-  TX/LEON
 BZ1132  USGS QUAD   -  BUFFALO (1982)
 BZ1132
 BZ1132                         *CURRENT SURVEY CONTROL
 BZ1132  ___________________________________________________________________
 BZ1132* NAD 83(1986)-  31 26 30.     (N)    096 05 02.     (W)     SCALED    
 BZ1132* NAVD 88     -       120.447  (meters)     395.17   (feet)  ADJUSTED  
 BZ1132  ___________________________________________________________________
 BZ1132  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 BZ1132  DYNAMIC HT  -         120.298 (meters)     394.68  (feet)  COMP
 BZ1132  MODELED GRAV-     979,406.6   (mgal)                       NAVD 88
 BZ1132
 BZ1132  VERT ORDER  -  FIRST     CLASS II
 BZ1132
 BZ1132.The horizontal coordinates were scaled from a topographic map and have
 BZ1132.an estimated accuracy of +/- 6 seconds.
 BZ1132
 BZ1132.The orthometric height was determined by differential leveling
 BZ1132.and adjusted by the National Geodetic Survey in June 1991..
 BZ1132
 BZ1132.The geoid height was determined by GEOID03.
 BZ1132
 BZ1132.The dynamic height is computed by dividing the NAVD 88
 BZ1132.geopotential number by the normal gravity value computed on the
 BZ1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1132.degrees latitude (g = 980.6199 gals.).
 BZ1132
 BZ1132.The modeled gravity was interpolated from observed gravity values.
 BZ1132
 BZ1132;                    North         East    Units  Estimated Accuracy
 BZ1132;SPC TX C     - 3,204,480.    1,103,820.      MT  (+/- 180 meters Scaled)
 BZ1132
 BZ1132                          SUPERSEDED SURVEY CONTROL
 BZ1132
 BZ1132.No superseded survey control is available for this station.
 BZ1132
 BZ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV771822(NAD 83)
 BZ1132_MARKER: DB = BENCH MARK DISK
 BZ1132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1132_SP_SET: STAINLESS STEEL ROD
 BZ1132_STAMPING: L 1294 1980
 BZ1132_PROJECTION: FLUSH
 BZ1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1132_ROD/PIPE-DEPTH: 3.8  meters
 BZ1132
 BZ1132  HISTORY     - Date     Condition        Report By
 BZ1132  HISTORY     - 1980     MONUMENTED       NGS
 BZ1132  HISTORY     - 1990     GOOD             USPSQD
 BZ1132
 BZ1132                          STATION DESCRIPTION
 BZ1132
 BZ1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1132'2.9 KM SW FROM BUFFALO.
 BZ1132'2.9 KM. (1.8 MI.) SOUTHWEST ALONG U.S. HIGHWAY 79 FROM THE JUNCTION OF
 BZ1132'U.S. HIGHWAY 75 IN BUFFALO, BETWEEN A REST AREA AND A FIELD ROAD WITH
 BZ1132'A METAL GATE LEADING NORTHWEST TO A POND, 90.0 M. (295 FT.)
 BZ1132'NORTH-NORTHEAST OF THE CENTERLINE OF THE EAST ENTRANCE TO THE REST
 BZ1132'AREA, 21.9 M. (72.0 FT.) NORTH-NORTHEAST OF A CORNER FENCE POST,
 BZ1132'21.3 M. (70.0 FT.) SOUTH OF THE CENTERLINE OF THE FIELD ROAD, 15.5 M.
 BZ1132'(51.0 FT.) SOUTH-SOUTHWEST OF A CORNER FENCE POST, 14.6 M. (48.0 FT.)
 BZ1132'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.3 M. (1.0 FT.) SOUTHEAST
 BZ1132'OF A FENCE.  DISK IS 9 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BZ1132'THROUGH A 10-CM. PLASTIC SCREW PLUG.
 BZ1132'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BZ1132'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 BZ1132
 BZ1132                          STATION RECOVERY (1990)
 BZ1132
 BZ1132'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BZ1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1167 ***********************************************************************
 BZ1167  DESIGNATION -  L 1295
 BZ1167  PID         -  BZ1167
 BZ1167  STATE/COUNTY-  TX/HILL
 BZ1167  USGS QUAD   -  HUBBARD (1978)
 BZ1167
 BZ1167                         *CURRENT SURVEY CONTROL
 BZ1167  ___________________________________________________________________
 BZ1167* NAD 83(1986)-  31 49 02.     (N)    096 45 50.     (W)     SCALED    
 BZ1167* NAVD 88     -       161.152  (meters)     528.71   (feet)  ADJUSTED  
 BZ1167  ___________________________________________________________________
 BZ1167  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 BZ1167  DYNAMIC HT  -         160.959 (meters)     528.08  (feet)  COMP
 BZ1167  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 BZ1167
 BZ1167  VERT ORDER  -  FIRST     CLASS II
 BZ1167
 BZ1167.The horizontal coordinates were scaled from a topographic map and have
 BZ1167.an estimated accuracy of +/- 6 seconds.
 BZ1167
 BZ1167.The orthometric height was determined by differential leveling
 BZ1167.and adjusted by the National Geodetic Survey in June 1991..
 BZ1167
 BZ1167.The geoid height was determined by GEOID03.
 BZ1167
 BZ1167.The dynamic height is computed by dividing the NAVD 88
 BZ1167.geopotential number by the normal gravity value computed on the
 BZ1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1167.degrees latitude (g = 980.6199 gals.).
 BZ1167
 BZ1167.The modeled gravity was interpolated from observed gravity values.
 BZ1167
 BZ1167;                    North         East    Units  Estimated Accuracy
 BZ1167;SPC TXNC     - 2,018,050.      764,390.      MT  (+/- 180 meters Scaled)
 BZ1167
 BZ1167                          SUPERSEDED SURVEY CONTROL
 BZ1167
 BZ1167.No superseded survey control is available for this station.
 BZ1167
 BZ1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA116223(NAD 83)
 BZ1167_MARKER: I = METAL ROD
 BZ1167_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1167_SP_SET: STAINLESS STEEL ROD
 BZ1167_STAMPING: L 1295 1980
 BZ1167_PROJECTION: FLUSH
 BZ1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1167_ROD/PIPE-DEPTH: 7.3  meters
 BZ1167
 BZ1167  HISTORY     - Date     Condition        Report By
 BZ1167  HISTORY     - 1980     MONUMENTED       NGS
 BZ1167  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ1167  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ1167  HISTORY     - 20031014 MARK NOT FOUND   USPSQD
 BZ1167
 BZ1167                          STATION DESCRIPTION
 BZ1167
 BZ1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1167'5.0 KM SE FROM HUBBARD.
 BZ1167'5.0 KM. (3.1 MI.) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 BZ1167'OF STATE HIGHWAY 31 IN HUBBARD, AT A FIELD ENTRANCE ROAD AND WIRE GATE
 BZ1167'LEADING NORTH TO A PASTURE AND ABANDONED FARM HOUSE, 15.8 M.
 BZ1167'(52.0 FT.) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.0 M.
 BZ1167'(13.0 FT.) EAST-SOUTHEAST OF THE CENTER OF THE FIELD ROAD AND WIRE
 BZ1167'GATE, 99.7 M. (327 FT.) EAST OF THE CENTER OF THE NORTHEAST END OF A
 BZ1167'DOUBLE BOX CULVERT UNDER THE HIGHWAY, 7.0 M. (23.0 FT.) EAST-SOUTHEAST
 BZ1167'OF A TELEPHONE JUNCTION BOX, 2-M. TELEPHONE POLE AND WARNING SIGN,
 BZ1167'4.7 M. (15.5 FT.) NORTH OF THE EAST END OF A 0.3-M. CULVERT UNDER THE
 BZ1167'FIELD ROAD, 0.8 M. (2.5 FT.) SOUTHEAST OF A 1.8-M. TELEPHONE POLE
 BZ1167'USED AS A FENCE POST, 0.9 M. (3.0 FT.) WEST-SOUTHWEST OF A 2.0-M.
 BZ1167'TELEPHONE POLE USED AS A FENCE POST, 0.5 M. (1.5 FT.) SOUTH-SOUTHWEST
 BZ1167'OF A FENCE.  DATUM POINT IS 6 CM. BELOW GROUND, ACCESS TO WHICH IS
 BZ1167'HAD THROUGH A 13-CM. LOGO CAP.
 BZ1167'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 BZ1167'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BZ1167
 BZ1167                          STATION RECOVERY (1995)
 BZ1167
 BZ1167'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1167'MARK NOT FOUND.
 BZ1167
 BZ1167                          STATION RECOVERY (2002)
 BZ1167
 BZ1167'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ1167'MARK NOT FOUND.
 BZ1167
 BZ1167                          STATION RECOVERY (2003)
 BZ1167
 BZ1167'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2421 ***********************************************************************
 BY2421  DESIGNATION -  L 1296
 BY2421  PID         -  BY2421
 BY2421  STATE/COUNTY-  TX/TRINITY
 BY2421  USGS QUAD   -  LOVELADY SOUTH (1962)
 BY2421
 BY2421                         *CURRENT SURVEY CONTROL
 BY2421  ___________________________________________________________________
 BY2421* NAD 83(1986)-  31 00 20.     (N)    095 25 31.     (W)     SCALED    
 BY2421* NAVD 88     -        79.424  (meters)     260.58   (feet)  ADJUSTED  
 BY2421  ___________________________________________________________________
 BY2421  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY2421  DYNAMIC HT  -          79.323 (meters)     260.25  (feet)  COMP
 BY2421  MODELED GRAV-     979,369.1   (mgal)                       NAVD 88
 BY2421
 BY2421  VERT ORDER  -  FIRST     CLASS II
 BY2421
 BY2421.The horizontal coordinates were scaled from a topographic map and have
 BY2421.an estimated accuracy of +/- 6 seconds.
 BY2421
 BY2421.The orthometric height was determined by differential leveling
 BY2421.and adjusted by the National Geodetic Survey in June 1991..
 BY2421
 BY2421.The geoid height was determined by GEOID03.
 BY2421
 BY2421.The dynamic height is computed by dividing the NAVD 88
 BY2421.geopotential number by the normal gravity value computed on the
 BY2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2421.degrees latitude (g = 980.6199 gals.).
 BY2421
 BY2421.The modeled gravity was interpolated from observed gravity values.
 BY2421
 BY2421;                    North         East    Units  Estimated Accuracy
 BY2421;SPC TX C     - 3,158,760.    1,168,510.      MT  (+/- 180 meters Scaled)
 BY2421
 BY2421                          SUPERSEDED SURVEY CONTROL
 BY2421
 BY2421.No superseded survey control is available for this station.
 BY2421
 BY2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ684327(NAD 83)
 BY2421_MARKER: DB = BENCH MARK DISK
 BY2421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2421_SP_SET: STAINLESS STEEL ROD
 BY2421_STAMPING: L 1296 1980
 BY2421_PROJECTION: FLUSH
 BY2421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BY2421+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 BY2421_ROD/PIPE-DEPTH: 7.0  meters
 BY2421
 BY2421  HISTORY     - Date     Condition        Report By
 BY2421  HISTORY     - 1980     MONUMENTED       NGS
 BY2421  HISTORY     - 20060406 GOOD             USPSQD
 BY2421
 BY2421                          STATION DESCRIPTION
 BY2421
 BY2421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2421'8.0 KM NW FROM TRINITY.
 BY2421'8.0 KM. (4.95 MI.) NORTHWEST ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 BY2421'OF STATE HIGHWAY 94 IN TRINITY, 0.7 KM. (0.45 MI.) NORTHWEST ALONG
 BY2421'STATE HIGHWAY 19 FROM THE JUNCTION OF FARM ROAD 1893, 18.0 M.
 BY2421'(59.1 FT.) EAST OF THE CENTERLINE OF THE HIGHWAY, 15.4 M. (50.6 FT.)
 BY2421'SOUTH-SOUTHEAST OF A LONE 80-CM. PINE TREE, 22.3 M. (73.0 FT.) NORTH
 BY2421'OF A LONE 45-CM. PINE TREE, 0.3 M. (1.0 FT.) WEST OF A FENCE.  DISK IS
 BY2421'10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 10-CM. PLASTIC
 BY2421'SCREW PLUG.
 BY2421'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BY2421'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 BY2421
 BY2421                          STATION RECOVERY (2006)
 BY2421
 BY2421'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BY2421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2451 ***********************************************************************
 BY2451  DESIGNATION -  L 1297
 BY2451  PID         -  BY2451
 BY2451  STATE/COUNTY-  TX/ANDERSON
 BY2451  USGS QUAD   -  ELKHART CREEK (1982)
 BY2451
 BY2451                         *CURRENT SURVEY CONTROL
 BY2451  ___________________________________________________________________
 BY2451* NAD 83(1986)-  31 36 33.     (N)    095 31 51.     (W)     SCALED    
 BY2451* NAVD 88     -       142.249  (meters)     466.70   (feet)  ADJUSTED  
 BY2451  ___________________________________________________________________
 BY2451  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY2451  DYNAMIC HT  -         142.072 (meters)     466.11  (feet)  COMP
 BY2451  MODELED GRAV-     979,397.0   (mgal)                       NAVD 88
 BY2451
 BY2451  VERT ORDER  -  FIRST     CLASS II
 BY2451
 BY2451.The horizontal coordinates were scaled from a topographic map and have
 BY2451.an estimated accuracy of +/- 6 seconds.
 BY2451
 BY2451.The orthometric height was determined by differential leveling
 BY2451.and adjusted by the National Geodetic Survey in June 1991..
 BY2451
 BY2451.The geoid height was determined by GEOID03.
 BY2451
 BY2451.The dynamic height is computed by dividing the NAVD 88
 BY2451.geopotential number by the normal gravity value computed on the
 BY2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2451.degrees latitude (g = 980.6199 gals.).
 BY2451
 BY2451.The modeled gravity was interpolated from observed gravity values.
 BY2451
 BY2451;                    North         East    Units  Estimated Accuracy
 BY2451;SPC TX C     - 3,225,180.    1,155,550.      MT  (+/- 180 meters Scaled)
 BY2451
 BY2451                          SUPERSEDED SURVEY CONTROL
 BY2451
 BY2451.No superseded survey control is available for this station.
 BY2451
 BY2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ599998(NAD 83)
 BY2451_MARKER: DB = BENCH MARK DISK
 BY2451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BY2451_SP_SET: STAINLESS STEEL ROD
 BY2451_STAMPING: L 1297 1980
 BY2451_PROJECTION: FLUSH
 BY2451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY2451_ROD/PIPE-DEPTH: 2.9  meters
 BY2451
 BY2451  HISTORY     - Date     Condition        Report By
 BY2451  HISTORY     - 1980     MONUMENTED       NGS
 BY2451
 BY2451                          STATION DESCRIPTION
 BY2451
 BY2451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BY2451'5.2 KM SE FROM ELKHART.
 BY2451'5.2 KM. (3.25 MI.) SOUTHEAST ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY
 BY2451'287 FROM THE JUNCTION OF STATE HIGHWAY 294 IN ELKHART, AT THE
 BY2451'NORTHWEST END OF A REST AREA, 24.1 M. (79.0 FT.) NORTH-NORTHEAST OF
 BY2451'THE CENTERLINE OF THE HIGHWAY, 42.7 M. (140 FT.) NORTHWEST OF THE
 BY2451'CENTERLINE OF THE NORTHWEST ACCESS ROAD TO THE REST AREA, 3.8 M.
 BY2451'(12.5 FT.) NORTHEAST OF A TELEPHONE POLE WITH A JUNCTION BOX, 3.2 M.
 BY2451'(10.5 FT.) NORTHEAST OF A FENCE CORNER, 0.2 M. (0.5 FT.) SOUTHEAST OF
 BY2451'A FENCE, 3.4 M. (11.0 FT.) NORTHEAST OF A RIGHT-OF-WAY MARKER, 3.0 M.
 BY2451'(10.0 FT.) SOUTHWEST OF A FENCE INTERSECTION LEADING NORTHWEST TO A
 BY2451'CORRAL.  DISK IS 10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A
 BY2451'10-CM. PLASTIC SCREW PLUG.
 BY2451'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 BY2451'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0079 ***********************************************************************
 CU0079  DESIGNATION -  L 13
 CU0079  PID         -  CU0079
 CU0079  STATE/COUNTY-  TX/NOLAN
 CU0079  USGS QUAD   -  RAVEN CREEK SOUTH (1984)
 CU0079
 CU0079                         *CURRENT SURVEY CONTROL
 CU0079  ___________________________________________________________________
 CU0079* NAD 83(1986)-  32 30 29.     (N)    100 11 39.     (W)     SCALED    
 CU0079* NAVD 88     -       596.033  (meters)    1955.48   (feet)  POSTED    
 CU0079  ___________________________________________________________________
 CU0079  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CU0079  DYNAMIC HT  -         595.250 (meters)    1952.92  (feet)  COMP
 CU0079  MODELED GRAV-     979,305.4   (mgal)                       NAVD 88
 CU0079
 CU0079  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CU0079
 CU0079.The horizontal coordinates were scaled from a topographic map and have
 CU0079.an estimated accuracy of +/- 6 seconds.
 CU0079
 CU0079.The orthometric height was determined by differential leveling
 CU0079.and adjusted by the National Geodetic Survey in 1992..
 CU0079.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CU0079.rate of 0.0 thru 1.0 mm/km.
 CU0079
 CU0079.The geoid height was determined by GEOID03.
 CU0079
 CU0079.The dynamic height is computed by dividing the NAVD 88
 CU0079.geopotential number by the normal gravity value computed on the
 CU0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0079.degrees latitude (g = 980.6199 gals.).
 CU0079
 CU0079.The modeled gravity was interpolated from observed gravity values.
 CU0079
 CU0079;                    North         East    Units  Estimated Accuracy
 CU0079;SPC TXNC     - 2,094,590.      440,820.      MT  (+/- 180 meters Scaled)
 CU0079
 CU0079                          SUPERSEDED SURVEY CONTROL
 CU0079
 CU0079  NGVD 29 (??/??/92)  595.845  (m)         1954.87   (f) ADJ UNCH    1 2
 CU0079
 CU0079.Superseded values are not recommended for survey control.
 CU0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0079.See file dsdata.txt to determine how the superseded data were derived.
 CU0079
 CU0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA878973(NAD 83)
 CU0079_MARKER: P = PIPE CAP
 CU0079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CU0079_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CU0079_STAMPING: L 13 ELEV 1954.789 FT
 CU0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0079
 CU0079  HISTORY     - Date     Condition        Report By
 CU0079  HISTORY     - UNK      MONUMENTED       CGS
 CU0079  HISTORY     - 1956     GOOD             NGS
 CU0079
 CU0079                          STATION DESCRIPTION
 CU0079
 CU0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CU0079'4.4 MI NW FROM TRENT.
 CU0079'4.4 MILES NORTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CU0079'STATION AT TRENT, 6 POLES EAST OF A ROAD LEADING SOUTH, 42.7 FEET
 CU0079'SOUTH OF THE SOUTH RAIL, 34 FEET NORTH OF THE CENTER LINE OF A
 CU0079'GRAVELED ROAD, 12.8 FEET SOUTHEAST OF THE 6TH POLE EAST OF MILEPOST
 CU0079'434, 1.8 FEET WEST OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2
 CU0079'INCH IRON PIPE WHICH PROJECTS 1.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2284 ***********************************************************************
 CS2284  DESIGNATION -  L 130
 CS2284  PID         -  CS2284
 CS2284  STATE/COUNTY-  TX/PARKER
 CS2284  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2284
 CS2284                         *CURRENT SURVEY CONTROL
 CS2284  ___________________________________________________________________
 CS2284* NAD 83(1986)-  32 45 10.     (N)    097 46 50.     (W)     SCALED    
 CS2284* NAVD 88     -       299.217  (meters)     981.68   (feet)  ADJUSTED  
 CS2284  ___________________________________________________________________
 CS2284  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CS2284  DYNAMIC HT  -         298.852 (meters)     980.48  (feet)  COMP
 CS2284  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 CS2284
 CS2284  VERT ORDER  -  FIRST     CLASS II
 CS2284
 CS2284.The horizontal coordinates were scaled from a topographic map and have
 CS2284.an estimated accuracy of +/- 6 seconds.
 CS2284
 CS2284.The orthometric height was determined by differential leveling
 CS2284.and adjusted by the National Geodetic Survey in June 1991..
 CS2284
 CS2284.The geoid height was determined by GEOID03.
 CS2284
 CS2284.The dynamic height is computed by dividing the NAVD 88
 CS2284.geopotential number by the normal gravity value computed on the
 CS2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2284.degrees latitude (g = 980.6199 gals.).
 CS2284
 CS2284.The modeled gravity was interpolated from observed gravity values.
 CS2284
 CS2284;                    North         East    Units  Estimated Accuracy
 CS2284;SPC TXNC     - 2,120,670.      667,410.      MT  (+/- 180 meters Scaled)
 CS2284
 CS2284                          SUPERSEDED SURVEY CONTROL
 CS2284
 CS2284  NGVD 29 (??/??/92)  299.135  (m)          981.41   (f) ADJ UNCH    1 2
 CS2284
 CS2284.Superseded values are not recommended for survey control.
 CS2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2284.See file dsdata.txt to determine how the superseded data were derived.
 CS2284
 CS2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB142245(NAD 83)
 CS2284_MARKER: DB = BENCH MARK DISK
 CS2284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2284_SP_SET: ABUTMENT
 CS2284_STAMPING: L 130 1951
 CS2284_MARK LOGO: CGS   
 CS2284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2284
 CS2284  HISTORY     - Date     Condition        Report By
 CS2284  HISTORY     - 1951     MONUMENTED       CGS
 CS2284  HISTORY     - 1983     GOOD             NGS
 CS2284  HISTORY     - 20020317 MARK NOT FOUND   USPSQD
 CS2284  HISTORY     - 20040327 GOOD             USPSQD
 CS2284
 CS2284                          STATION DESCRIPTION
 CS2284
 CS2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CS2284'1.3 MI E FROM WEATHERFORD.
 CS2284'1.3 MILES EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS2284'AT WEATHERFORD, AT BRIDGE 275.5, 5.3 FEET SOUTH OF THE SOUTH RAIL, SET
 CS2284'IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE BRIDGE.
 CS2284
 CS2284                          STATION RECOVERY (1983)
 CS2284
 CS2284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS2284'RECOVERED IN GOOD CONDITION.
 CS2284
 CS2284                          STATION RECOVERY (2002)
 CS2284
 CS2284'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 CS2284'MARK NOT FOUND.
 CS2284
 CS2284                          STATION RECOVERY (2004)
 CS2284
 CS2284'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLC)
 CS2284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1123 ***********************************************************************
 BZ1123  DESIGNATION -  L 1300
 BZ1123  PID         -  BZ1123
 BZ1123  STATE/COUNTY-  TX/BELL
 BZ1123  USGS QUAD   -  TEMPLE (1993)
 BZ1123
 BZ1123                         *CURRENT SURVEY CONTROL
 BZ1123  ___________________________________________________________________
 BZ1123* NAD 83(1986)-  31 06 57.     (N)    097 20 11.     (W)     SCALED    
 BZ1123* NAVD 88     -       220.280  (meters)     722.70   (feet)  ADJUSTED  
 BZ1123  ___________________________________________________________________
 BZ1123  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BZ1123  DYNAMIC HT  -         219.990 (meters)     721.75  (feet)  COMP
 BZ1123  MODELED GRAV-     979,319.0   (mgal)                       NAVD 88
 BZ1123
 BZ1123  VERT ORDER  -  FIRST     CLASS II
 BZ1123
 BZ1123.The horizontal coordinates were scaled from a topographic map and have
 BZ1123.an estimated accuracy of +/- 6 seconds.
 BZ1123
 BZ1123.The orthometric height was determined by differential leveling
 BZ1123.and adjusted by the National Geodetic Survey in June 1991..
 BZ1123
 BZ1123.The geoid height was determined by GEOID03.
 BZ1123
 BZ1123.The dynamic height is computed by dividing the NAVD 88
 BZ1123.geopotential number by the normal gravity value computed on the
 BZ1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1123.degrees latitude (g = 980.6199 gals.).
 BZ1123
 BZ1123.The modeled gravity was interpolated from observed gravity values.
 BZ1123
 BZ1123;                    North         East    Units  Estimated Accuracy
 BZ1123;SPC TX C     - 3,164,500.      985,810.      MT  (+/- 180 meters Scaled)
 BZ1123
 BZ1123                          SUPERSEDED SURVEY CONTROL
 BZ1123
 BZ1123.No superseded survey control is available for this station.
 BZ1123
 BZ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV586436(NAD 83)
 BZ1123_MARKER: I = METAL ROD
 BZ1123_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1123_SP_SET: STAINLESS STEEL ROD
 BZ1123_STAMPING: L 1300
 BZ1123_PROJECTION: FLUSH
 BZ1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1123+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BZ1123_ROD/PIPE-DEPTH: 2.1  meters
 BZ1123
 BZ1123  HISTORY     - Date     Condition        Report By
 BZ1123  HISTORY     - 1980     MONUMENTED       NGS
 BZ1123  HISTORY     - 19910403 GOOD             USPSQD
 BZ1123  HISTORY     - 19950716 GOOD             USPSQD
 BZ1123  HISTORY     - 20010317 GOOD             USPSQD
 BZ1123  HISTORY     - 20031011 GOOD             USPSQD
 BZ1123  HISTORY     - 20050726 GOOD             USPSQD
 BZ1123
 BZ1123                          STATION DESCRIPTION
 BZ1123
 BZ1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1123'2.0 KM NE FROM TEMPLE.
 BZ1123'2.0 KM. (1.25 MI.) NORTHEAST ALONG SPUR 290 (NORTH THIRD STREET) FROM
 BZ1123'THE JUNCTION OF TEXAS HIGHWAY 53 (ADAMS AVENUE) IN TEMPLE, AT THE
 BZ1123'JUNCTION OF WEST THOMPSON AVENUE, 53.4 M. (170 FT.) SOUTH OF THE
 BZ1123'EXTENDED CENTER OF THE AVENUE, 20.2 M. (66.3 FT.) SOUTHWEST OF THE
 BZ1123'SOUTHWEST CORNER OF THE SWAIM ANIMAL HOSPITAL, 4.5 M. (14.7 FT.)
 BZ1123'SOUTHWEST OF A FIRE HYDRANT, 0.9 M. (2.8 FT.) NORTH OF A POWERLINE
 BZ1123'POLE.  DATUM POINT IS 10 CM. BELOW GROUND, ACCESS TO WHICH IS HAD
 BZ1123'THROUGH A 13-CM. LOGO CAP.
 BZ1123'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 BZ1123'THE MARK IS 0.3 M BELOW SPUR 290.
 BZ1123
 BZ1123                          STATION RECOVERY (1991)
 BZ1123
 BZ1123'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1123'RECOVERED IN GOOD CONDITION.
 BZ1123
 BZ1123                          STATION RECOVERY (1995)
 BZ1123
 BZ1123'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1123'RECOVERED IN GOOD CONDITION.
 BZ1123
 BZ1123                          STATION RECOVERY (2001)
 BZ1123
 BZ1123'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ1123'RECOVERED IN GOOD CONDITION.
 BZ1123
 BZ1123                          STATION RECOVERY (2003)
 BZ1123
 BZ1123'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ1123'RECOVERED IN GOOD CONDITION.
 BZ1123
 BZ1123                          STATION RECOVERY (2005)
 BZ1123
 BZ1123'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1062 ***********************************************************************
 BZ1062  DESIGNATION -  L 1301
 BZ1062  PID         -  BZ1062
 BZ1062  STATE/COUNTY-  TX/HILL
 BZ1062  USGS QUAD   -  WEST (1979)
 BZ1062
 BZ1062                         *CURRENT SURVEY CONTROL
 BZ1062  ___________________________________________________________________
 BZ1062* NAD 83(1986)-  31 51 09.     (N)    097 05 08.     (W)     SCALED    
 BZ1062* NAVD 88     -       200.956  (meters)     659.30   (feet)  ADJUSTED  
 BZ1062  ___________________________________________________________________
 BZ1062  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BZ1062  DYNAMIC HT  -         200.707 (meters)     658.49  (feet)  COMP
 BZ1062  MODELED GRAV-     979,395.8   (mgal)                       NAVD 88
 BZ1062
 BZ1062  VERT ORDER  -  FIRST     CLASS II
 BZ1062
 BZ1062.The horizontal coordinates were scaled from a topographic map and have
 BZ1062.an estimated accuracy of +/- 6 seconds.
 BZ1062
 BZ1062.The orthometric height was determined by differential leveling
 BZ1062.and adjusted by the National Geodetic Survey in June 1991..
 BZ1062
 BZ1062.The geoid height was determined by GEOID03.
 BZ1062
 BZ1062.The dynamic height is computed by dividing the NAVD 88
 BZ1062.geopotential number by the normal gravity value computed on the
 BZ1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1062.degrees latitude (g = 980.6199 gals.).
 BZ1062
 BZ1062.The modeled gravity was interpolated from observed gravity values.
 BZ1062
 BZ1062;                    North         East    Units  Estimated Accuracy
 BZ1062;SPC TXNC     - 2,021,510.      733,880.      MT  (+/- 180 meters Scaled)
 BZ1062
 BZ1062                          SUPERSEDED SURVEY CONTROL
 BZ1062
 BZ1062.No superseded survey control is available for this station.
 BZ1062
 BZ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA811256(NAD 83)
 BZ1062_MARKER: DB = BENCH MARK DISK
 BZ1062_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1062_SP_SET: OVERPASS PIER
 BZ1062_STAMPING: L 1301 1980
 BZ1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1062
 BZ1062  HISTORY     - Date     Condition        Report By
 BZ1062  HISTORY     - 1980     MONUMENTED       NGS
 BZ1062  HISTORY     - 19950715 GOOD             USPSQD
 BZ1062  HISTORY     - 20010317 GOOD             USPSQD
 BZ1062  HISTORY     - 20040110 GOOD             USPSQD
 BZ1062
 BZ1062                          STATION DESCRIPTION
 BZ1062
 BZ1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1062'6.0 KM NORTH FROM WEST.
 BZ1062'6.0 KM. (3.7 MI.) NORTH ALONG THE FRONTAGE ROAD WHICH PARALLELS THE
 BZ1062'WEST SIDE OF INTERSTATE FROM THE JUNCTION OF FARM ROAD 2114 IN WEST,
 BZ1062'SET VERTICALLY IN THE NORTH FACE OF THE NORTHWESTERNMOST CONCRETE PIER
 BZ1062'OF THE ABEST ROAD OVERPASS, 7.2 M. (23.7 FT.) WEST OF THE CENTERLINE
 BZ1062'OF THE FRONTAGE ROAD, 36.6 M. (120 FT.) SOUTH OF AN UNDERGROUND
 BZ1062'TELEPHONE JUNCTION BOX.  NOTE-THIS 4.8-M. TALL COLUMN IS SET INTO ROCK
 BZ1062'HARD LIMESTONE AT A DEPTH OF 1.2 M. AN ATTEMPT WAS MADE IN THIS AREA
 BZ1062'TO SET A CLASS B ROD MARK, BUT FAILED TO MEET THE REQUIRED DEPTH.
 BZ1062'THE MARK IS 1.2 M ABOVE THE ROAD.
 BZ1062
 BZ1062                          STATION RECOVERY (1995)
 BZ1062
 BZ1062'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1062'RECOVERED IN GOOD CONDITION.
 BZ1062
 BZ1062                          STATION RECOVERY (2001)
 BZ1062
 BZ1062'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ1062'RECOVERED IN GOOD CONDITION.
 BZ1062
 BZ1062                          STATION RECOVERY (2004)
 BZ1062
 BZ1062'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1090 ***********************************************************************
 BZ1090  DESIGNATION -  L 1302
 BZ1090  PID         -  BZ1090
 BZ1090  STATE/COUNTY-  TX/MCLENNAN
 BZ1090  USGS QUAD   -  WACO WEST (1975)
 BZ1090
 BZ1090                         *CURRENT SURVEY CONTROL
 BZ1090  ___________________________________________________________________
 BZ1090* NAD 83(1986)-  31 32 05.     (N)    097 07 49.     (W)     SCALED    
 BZ1090* NAVD 88     -       128.170  (meters)     420.50   (feet)  ADJUSTED  
 BZ1090  ___________________________________________________________________
 BZ1090  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BZ1090  DYNAMIC HT  -         128.009 (meters)     419.98  (feet)  COMP
 BZ1090  MODELED GRAV-     979,385.9   (mgal)                       NAVD 88
 BZ1090
 BZ1090  VERT ORDER  -  FIRST     CLASS II
 BZ1090
 BZ1090.The horizontal coordinates were scaled from a topographic map and have
 BZ1090.an estimated accuracy of +/- 6 seconds.
 BZ1090
 BZ1090.The orthometric height was determined by differential leveling
 BZ1090.and adjusted by the National Geodetic Survey in June 1991..
 BZ1090
 BZ1090.The geoid height was determined by GEOID03.
 BZ1090
 BZ1090.The dynamic height is computed by dividing the NAVD 88
 BZ1090.geopotential number by the normal gravity value computed on the
 BZ1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1090.degrees latitude (g = 980.6199 gals.).
 BZ1090
 BZ1090.The modeled gravity was interpolated from observed gravity values.
 BZ1090
 BZ1090;                    North         East    Units  Estimated Accuracy
 BZ1090;SPC TX C     - 3,211,470.    1,004,120.      MT  (+/- 180 meters Scaled)
 BZ1090
 BZ1090                          SUPERSEDED SURVEY CONTROL
 BZ1090
 BZ1090.No superseded survey control is available for this station.
 BZ1090
 BZ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV775903(NAD 83)
 BZ1090_MARKER: DB = BENCH MARK DISK
 BZ1090_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BZ1090_SP_SET: OVERPASS PIER
 BZ1090_STAMPING: L 1302 1980
 BZ1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1090+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 BZ1090
 BZ1090  HISTORY     - Date     Condition        Report By
 BZ1090  HISTORY     - 1980     MONUMENTED       NGS
 BZ1090  HISTORY     - 19910424 GOOD             USPSQD
 BZ1090  HISTORY     - 19950715 GOOD             USPSQD
 BZ1090  HISTORY     - 20010317 GOOD             USPSQD
 BZ1090  HISTORY     - 20050727 GOOD             USPSQD
 BZ1090
 BZ1090                          STATION DESCRIPTION
 BZ1090
 BZ1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BZ1090'IN WACO.
 BZ1090'IN WACO, AT THE INTERSTATE HIGHWAY 35 SOUTH BRIDGE OVER 18TH STREET,
 BZ1090'SET VERTICALLY IN THE WEST FACE OF THE CENTER CONCRETE PIER OF THE
 BZ1090'I-35 SOUTH BRIDGE, 9.4 M. (31.0 FT.) SOUTHWEST OF THE CENTERLINE OF
 BZ1090'18TH STREET EASTBOUND, 31.0 M. (102 FT.) EAST OF THE CENTERLINE OF THE
 BZ1090'FRONTAGE ROAD ON THE WEST SIDE OF I-35.
 BZ1090'THE MARK IS 1.7 M ABOVE THE STREET.
 BZ1090
 BZ1090                          STATION RECOVERY (1991)
 BZ1090
 BZ1090'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ1090'RECOVERED IN GOOD CONDITION.
 BZ1090
 BZ1090                          STATION RECOVERY (1995)
 BZ1090
 BZ1090'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ1090'RECOVERED IN GOOD CONDITION.
 BZ1090
 BZ1090                          STATION RECOVERY (2001)
 BZ1090
 BZ1090'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ1090'RECOVERED IN GOOD CONDITION.
 BZ1090
 BZ1090                          STATION RECOVERY (2005)
 BZ1090
 BZ1090'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BZ1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0769 ***********************************************************************
 BM0769  DESIGNATION -  L 1303
 BM0769  PID         -  BM0769
 BM0769  STATE/COUNTY-  TX/BELL
 BM0769  USGS QUAD   -  LITTLE RIVER (1978)
 BM0769
 BM0769                         *CURRENT SURVEY CONTROL
 BM0769  ___________________________________________________________________
 BM0769* NAD 83(1986)-  30 55 13.     (N)    097 21 48.     (W)     SCALED    
 BM0769* NAVD 88     -       144.787  (meters)     475.02   (feet)  ADJUSTED  
 BM0769  ___________________________________________________________________
 BM0769  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BM0769  DYNAMIC HT  -         144.596 (meters)     474.40  (feet)  COMP
 BM0769  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 BM0769
 BM0769  VERT ORDER  -  FIRST     CLASS II
 BM0769
 BM0769.The horizontal coordinates were scaled from a topographic map and have
 BM0769.an estimated accuracy of +/- 6 seconds.
 BM0769
 BM0769.The orthometric height was determined by differential leveling
 BM0769.and adjusted by the National Geodetic Survey in June 1991..
 BM0769
 BM0769.The geoid height was determined by GEOID03.
 BM0769
 BM0769.The dynamic height is computed by dividing the NAVD 88
 BM0769.geopotential number by the normal gravity value computed on the
 BM0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0769.degrees latitude (g = 980.6199 gals.).
 BM0769
 BM0769.The modeled gravity was interpolated from observed gravity values.
 BM0769
 BM0769;                    North         East    Units  Estimated Accuracy
 BM0769;SPC TX C     - 3,142,760.      983,820.      MT  (+/- 180 meters Scaled)
 BM0769
 BM0769                          SUPERSEDED SURVEY CONTROL
 BM0769
 BM0769.No superseded survey control is available for this station.
 BM0769
 BM0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV563219(NAD 83)
 BM0769_MARKER: I = METAL ROD
 BM0769_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0769_SP_SET: STAINLESS STEEL ROD
 BM0769_STAMPING: L 1303 1980
 BM0769_MARK LOGO: NGS   
 BM0769_PROJECTION: RECESSED 3 CENTIMETERS
 BM0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BM0769+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 BM0769_ROD/PIPE-DEPTH: 4.6  meters
 BM0769
 BM0769  HISTORY     - Date     Condition        Report By
 BM0769  HISTORY     - 1980     MONUMENTED       NGS
 BM0769  HISTORY     - 20010317 GOOD             USPSQD
 BM0769  HISTORY     - 20031011 GOOD             USPSQD
 BM0769  HISTORY     - 20050725 GOOD             USPSQD
 BM0769
 BM0769                          STATION DESCRIPTION
 BM0769
 BM0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0769'7.2 KM (4.45 MI) SW FROM ACADEMY.
 BM0769'7.2 KM (4.45 MI) SOUTHWEST ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BM0769'FARM ROAD 436 IN ACADEMY, 24.1 METERS (79.0 FT) WEST OF THE CENTERLINE
 BM0769'OF THE HIGHWAY, 88.1 METERS (289 FT) NORTH OF THE NORTHWEST CORNER OF
 BM0769'A HIGHWAY BRIDGE OVER RUNNELS CREEK, 32.3 METERS (106 FT) EAST OF THE
 BM0769'CENTER OF THE MISSOURI KANSAS AND TEXAS RAILROAD, 1.2 METERS (4.0 FT)
 BM0769'NORTH OF A LARGE POWERLINE POLE, 0.3 METER (1.0 FT) WEST OF AN
 BM0769'ABANDONED FENCE LINE.
 BM0769'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 BM0769'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 BM0769
 BM0769                          STATION RECOVERY (2001)
 BM0769
 BM0769'RECOVERY NOTE BY US POWER SQUADRON 2001 (PSM)
 BM0769'RECOVERED IN GOOD CONDITION.
 BM0769
 BM0769                          STATION RECOVERY (2003)
 BM0769
 BM0769'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BM0769'RECOVERED IN GOOD CONDITION.
 BM0769
 BM0769                          STATION RECOVERY (2005)
 BM0769
 BM0769'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BM0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0793 ***********************************************************************
 BM0793  DESIGNATION -  L 1304
 BM0793  PID         -  BM0793
 BM0793  STATE/COUNTY-  TX/WILLIAMSON
 BM0793  USGS QUAD   -  GEORGETOWN (1982)
 BM0793
 BM0793                         *CURRENT SURVEY CONTROL
 BM0793  ___________________________________________________________________
 BM0793* NAD 83(1986)-  30 39 30.     (N)    097 39 33.     (W)     SCALED    
 BM0793* NAVD 88     -       218.170  (meters)     715.78   (feet)  ADJUSTED  
 BM0793  ___________________________________________________________________
 BM0793  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BM0793  DYNAMIC HT  -         217.877 (meters)     714.82  (feet)  COMP
 BM0793  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 BM0793
 BM0793  VERT ORDER  -  FIRST     CLASS II
 BM0793
 BM0793.The horizontal coordinates were scaled from a topographic map and have
 BM0793.an estimated accuracy of +/- 6 seconds.
 BM0793
 BM0793.The orthometric height was determined by differential leveling
 BM0793.and adjusted by the National Geodetic Survey in June 1991..
 BM0793
 BM0793.The geoid height was determined by GEOID03.
 BM0793
 BM0793.The dynamic height is computed by dividing the NAVD 88
 BM0793.geopotential number by the normal gravity value computed on the
 BM0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0793.degrees latitude (g = 980.6199 gals.).
 BM0793
 BM0793.The modeled gravity was interpolated from observed gravity values.
 BM0793
 BM0793;                    North         East    Units  Estimated Accuracy
 BM0793;SPC TX C     - 3,113,010.      956,250.      MT  (+/- 180 meters Scaled)
 BM0793
 BM0793                          SUPERSEDED SURVEY CONTROL
 BM0793
 BM0793.No superseded survey control is available for this station.
 BM0793
 BM0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU284925(NAD 83)
 BM0793_MARKER: I = METAL ROD
 BM0793_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BM0793_SP_SET: STAINLESS STEEL ROD
 BM0793_STAMPING: L 1304 1980
 BM0793_MARK LOGO: NGS   
 BM0793_PROJECTION: RECESSED 4 CENTIMETERS
 BM0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0793_ROD/PIPE-DEPTH: 3.0  meters
 BM0793
 BM0793  HISTORY     - Date     Condition        Report By
 BM0793  HISTORY     - 1980     MONUMENTED       NGS
 BM0793  HISTORY     - 1990     GOOD             USPSQD
 BM0793  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0793
 BM0793                          STATION DESCRIPTION
 BM0793
 BM0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0793'3.5 KM (2.2 MI) NE FROM GEORGETOWN.
 BM0793'2.1 KM (1.3 MI) NORTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0793'COURTHOUSE IN GEORGETOWN, THENCE 1.4 KM (0.9 MI) EAST-NORTHEAST ALONG
 BM0793'FARM ROAD 971, AT A GRAVEL ROAD LEADING NORTH TO THE W.O. WHITEHEAD
 BM0793'RESIDENCE, 11.9 METERS (39.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 BM0793'THE FARM ROAD, 5.2 METERS (17.0 FT) SOUTHWEST OF THE CENTER OF A
 BM0793'CATTLE GUARD IN THE GRAVEL ROAD, 8.1 METERS (26.5 FT) SOUTHWEST OF
 BM0793'TELEPHONE POLE NUMBER 992, 24.4 METERS (80.0 FT) NORTHEAST OF A CORNER
 BM0793'FENCE POST, 0.3 METER (1.0 FT) SOUTH OF THE FENCE.
 BM0793'THE MARK IS 2.6 METERS  ENE FROM A WITNESS POST.
 BM0793'THE MARK IS 0.3 M ABOVE FARM ROAD 971.
 BM0793
 BM0793                          STATION RECOVERY (1990)
 BM0793
 BM0793'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0793'RECOVERED IN GOOD CONDITION.
 BM0793
 BM0793                          STATION RECOVERY (1999)
 BM0793
 BM0793'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0819 ***********************************************************************
 BM0819  DESIGNATION -  L 1306
 BM0819  PID         -  BM0819
 BM0819  STATE/COUNTY-  TX/TRAVIS
 BM0819  USGS QUAD   -  AUSTIN EAST (1988)
 BM0819
 BM0819                         *CURRENT SURVEY CONTROL
 BM0819  ___________________________________________________________________
 BM0819* NAD 83(1986)-  30 20 21.     (N)    097 42 01.     (W)     SCALED    
 BM0819* NAVD 88     -       208.318  (meters)     683.46   (feet)  ADJUSTED  
 BM0819  ___________________________________________________________________
 BM0819  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BM0819  DYNAMIC HT  -         208.034 (meters)     682.52  (feet)  COMP
 BM0819  MODELED GRAV-     979,277.1   (mgal)                       NAVD 88
 BM0819
 BM0819  VERT ORDER  -  FIRST     CLASS II
 BM0819
 BM0819.The horizontal coordinates were scaled from a topographic map and have
 BM0819.an estimated accuracy of +/- 6 seconds.
 BM0819
 BM0819.The orthometric height was determined by differential leveling
 BM0819.and adjusted by the National Geodetic Survey in June 1991..
 BM0819
 BM0819.The geoid height was determined by GEOID03.
 BM0819
 BM0819.The dynamic height is computed by dividing the NAVD 88
 BM0819.geopotential number by the normal gravity value computed on the
 BM0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0819.degrees latitude (g = 980.6199 gals.).
 BM0819
 BM0819.The modeled gravity was interpolated from observed gravity values.
 BM0819
 BM0819;                    North         East    Units  Estimated Accuracy
 BM0819;SPC TX C     - 3,077,550.      953,150.      MT  (+/- 180 meters Scaled)
 BM0819
 BM0819                          SUPERSEDED SURVEY CONTROL
 BM0819
 BM0819.No superseded survey control is available for this station.
 BM0819
 BM0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU249570(NAD 83)
 BM0819_MARKER: DB = BENCH MARK DISK
 BM0819_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BM0819_SP_SET: OVERPASS PIER
 BM0819_STAMPING: L 1306 1980
 BM0819_MARK LOGO: NGS   
 BM0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0819
 BM0819  HISTORY     - Date     Condition        Report By
 BM0819  HISTORY     - 1980     MONUMENTED       NGS
 BM0819  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0819  HISTORY     - 19910719 MARK NOT FOUND   USPSQD
 BM0819
 BM0819                          STATION DESCRIPTION
 BM0819
 BM0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BM0819'IN AUSTIN.
 BM0819'IN AUSTIN, AT THE JUNCTION OF INTERSTATE 35 AND U.S. HIGHWAY 183
 BM0819'(ANDERSON LANE), SET VERTICALLY IN THE WEST FACE OF THE
 BM0819'SOUTHWESTERNMOST PIER OF THE INTERSTATE 35 SOUTHBOUND OVERPASS OVER
 BM0819'ANDERSON LANE, 10.3 METERS (33.9 FT) SOUTHWEST OF THE CENTERLINE OF
 BM0819'EASTBOUND ANDERSON LANE, 3.7 METERS (12.3 FT) EAST OF A WACO HIGHWAY
 BM0819'SIGN.
 BM0819'THE MARK IS 2.3 M ABOVE ANDERSON LANE.
 BM0819
 BM0819                          STATION RECOVERY (1990)
 BM0819
 BM0819'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0819'MARK NOT FOUND.
 BM0819
 BM0819                          STATION RECOVERY (1991)
 BM0819
 BM0819'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2451 ***********************************************************************
 AX2451  DESIGNATION -  L 1307
 AX2451  PID         -  AX2451
 AX2451  STATE/COUNTY-  TX/HAYS
 AX2451  USGS QUAD   -  UHLAND (1994)
 AX2451
 AX2451                         *CURRENT SURVEY CONTROL
 AX2451  ___________________________________________________________________
 AX2451* NAD 83(1986)-  29 59 18.     (N)    097 52 22.     (W)     SCALED    
 AX2451* NAVD 88     -       211.625  (meters)     694.31   (feet)  ADJUSTED  
 AX2451  ___________________________________________________________________
 AX2451  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AX2451  DYNAMIC HT  -         211.328 (meters)     693.33  (feet)  COMP
 AX2451  MODELED GRAV-     979,231.7   (mgal)                       NAVD 88
 AX2451
 AX2451  VERT ORDER  -  FIRST     CLASS II
 AX2451
 AX2451.The horizontal coordinates were scaled from a topographic map and have
 AX2451.an estimated accuracy of +/- 6 seconds.
 AX2451
 AX2451.The orthometric height was determined by differential leveling
 AX2451.and adjusted by the National Geodetic Survey in June 1991..
 AX2451
 AX2451.The geoid height was determined by GEOID03.
 AX2451
 AX2451.The dynamic height is computed by dividing the NAVD 88
 AX2451.geopotential number by the normal gravity value computed on the
 AX2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2451.degrees latitude (g = 980.6199 gals.).
 AX2451
 AX2451.The modeled gravity was interpolated from observed gravity values.
 AX2451
 AX2451;                    North         East    Units  Estimated Accuracy
 AX2451;SPC TXSC     - 4,239,360.      708,770.      MT  (+/- 180 meters Scaled)
 AX2451
 AX2451                          SUPERSEDED SURVEY CONTROL
 AX2451
 AX2451.No superseded survey control is available for this station.
 AX2451
 AX2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU087180(NAD 83)
 AX2451_MARKER: DB = BENCH MARK DISK
 AX2451_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AX2451_SP_SET: OVERPASS PIER
 AX2451_STAMPING: L 1307 1980
 AX2451_MARK LOGO: NGS   
 AX2451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AX2451+STABILITY: POSITION/ELEVATION WELL
 AX2451
 AX2451  HISTORY     - Date     Condition        Report By
 AX2451  HISTORY     - 1980     MONUMENTED       NGS
 AX2451  HISTORY     - 1990     GOOD             USPSQD
 AX2451  HISTORY     - 19910828 GOOD             USPSQD
 AX2451  HISTORY     - 19990925 GOOD             USPSQD
 AX2451  HISTORY     - 20020928 GOOD             USPSQD
 AX2451
 AX2451                          STATION DESCRIPTION
 AX2451
 AX2451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AX2451'IN KYLE.
 AX2451'IN KYLE, AT THE FARM ROAD 150 EAST OVERPASS OVER INTERSTATE 35, SET
 AX2451'VERTICALLY IN THE NORTH FACE OF THE NORTHERNMOST ONE OF TWO PIERS OF
 AX2451'THE WESTERNMOST SET OF THREE SETS OF PIERS SUPPORTING THE OVERPASS.
 AX2451'NOTE-PIER IS SETTING ON SOLID ROCK.
 AX2451'THE MARK IS 1.2 M ABOVE THE GROUND.
 AX2451
 AX2451                          STATION RECOVERY (1990)
 AX2451
 AX2451'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AX2451'RECOVERED IN GOOD CONDITION.
 AX2451
 AX2451                          STATION RECOVERY (1991)
 AX2451
 AX2451'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2451'RECOVERED IN GOOD CONDITION.
 AX2451
 AX2451                          STATION RECOVERY (1999)
 AX2451
 AX2451'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2451'RECOVERED IN GOOD CONDITION.
 AX2451
 AX2451                          STATION RECOVERY (2002)
 AX2451
 AX2451'RECOVERY NOTE BY US POWER SQUADRON 2002 (DOR)
 AX2451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2290 ***********************************************************************
 CS2290  DESIGNATION -  L 131
 CS2290  PID         -  CS2290
 CS2290  STATE/COUNTY-  TX/PARKER
 CS2290  USGS QUAD   -  WEATHERFORD NORTH (1979)
 CS2290
 CS2290                         *CURRENT SURVEY CONTROL
 CS2290  ___________________________________________________________________
 CS2290* NAD 83(1986)-  32 47 40.     (N)    097 45 28.     (W)     SCALED    
 CS2290* NAVD 88     -       318.389  (meters)    1044.58   (feet)  ADJUSTED  
 CS2290  ___________________________________________________________________
 CS2290  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CS2290  DYNAMIC HT  -         318.002 (meters)    1043.31  (feet)  COMP
 CS2290  MODELED GRAV-     979,413.0   (mgal)                       NAVD 88
 CS2290
 CS2290  VERT ORDER  -  FIRST     CLASS II
 CS2290
 CS2290.The horizontal coordinates were scaled from a topographic map and have
 CS2290.an estimated accuracy of +/- 6 seconds.
 CS2290
 CS2290.The orthometric height was determined by differential leveling
 CS2290.and adjusted by the National Geodetic Survey in June 1991..
 CS2290
 CS2290.The geoid height was determined by GEOID03.
 CS2290
 CS2290.The dynamic height is computed by dividing the NAVD 88
 CS2290.geopotential number by the normal gravity value computed on the
 CS2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2290.degrees latitude (g = 980.6199 gals.).
 CS2290
 CS2290.The modeled gravity was interpolated from observed gravity values.
 CS2290
 CS2290;                    North         East    Units  Estimated Accuracy
 CS2290;SPC TXNC     - 2,125,310.      669,520.      MT  (+/- 180 meters Scaled)
 CS2290
 CS2290                          SUPERSEDED SURVEY CONTROL
 CS2290
 CS2290  NGVD 29 (??/??/92)  318.304  (m)         1044.30   (f) ADJ UNCH    1 2
 CS2290
 CS2290.Superseded values are not recommended for survey control.
 CS2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2290.See file dsdata.txt to determine how the superseded data were derived.
 CS2290
 CS2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB163291(NAD 83)
 CS2290_MARKER: DB = BENCH MARK DISK
 CS2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2290_STAMPING: L 131 1952
 CS2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2290+STABILITY: SURFACE MOTION
 CS2290
 CS2290  HISTORY     - Date     Condition        Report By
 CS2290  HISTORY     - 1952     MONUMENTED       CGS
 CS2290  HISTORY     - 1964     MARK NOT FOUND   NGS
 CS2290  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 CS2290
 CS2290                          STATION DESCRIPTION
 CS2290
 CS2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CS2290'3.95 MI NE FROM WEATHERFORD.
 CS2290'0.8 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE COURTHOUSE AT
 CS2290'WEATHERFORD, THENCE 2.25 MILES NORTHEAST ALONG DENTON ROAD, THENCE 0.9
 CS2290'MILE NORTHEAST ALONG A WINDING GRADED DIRT ROAD, 10.8 FEET EAST OF THE
 CS2290'CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 32 FEET NORTHWEST OF THE
 CS2290'CENTER LINE OF THE GRADED DIRT ROAD, 3 FEET SOUTHWEST OF A WITNESS
 CS2290'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CS2290'GROUND.  NOTE-- BELIEVED TO BE DESTROYED WHEN A NEW ROAD WAS BUILT
 CS2290'OVER THE SAME LOCATION AS THE OLD ONE, AND THE PRIVATE ROAD WAS
 CS2290'WIDENED AND COVERED WITH CALICHE DIRT.  IF NOT DESTROYED THEN IT IS
 CS2290'COVERED BY THE ROAD FILL.  PROBING FAILED TO FIND THE BENCH MARK.
 CS2290
 CS2290                          STATION RECOVERY (1995)
 CS2290
 CS2290'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0751 ***********************************************************************
 DN0751  DESIGNATION -  L 132
 DN0751  PID         -  DN0751
 DN0751  STATE/COUNTY-  TX/WISE
 DN0751  USGS QUAD   -  ALVORD (1976)
 DN0751
 DN0751                         *CURRENT SURVEY CONTROL
 DN0751  ___________________________________________________________________
 DN0751* NAD 83(1986)-  33 20 32.     (N)    097 40 12.     (W)     SCALED    
 DN0751* NAVD 88     -       264.501  (meters)     867.78   (feet)  POSTED    
 DN0751  ___________________________________________________________________
 DN0751  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DN0751  DYNAMIC HT  -         264.200 (meters)     866.80  (feet)  COMP
 DN0751  MODELED GRAV-     979,500.9   (mgal)                       NAVD 88
 DN0751
 DN0751  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DN0751
 DN0751.The horizontal coordinates were scaled from a topographic map and have
 DN0751.an estimated accuracy of +/- 6 seconds.
 DN0751
 DN0751.The orthometric height was determined by differential leveling
 DN0751.and adjusted by the National Geodetic Survey in 1992..
 DN0751.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DN0751.rate of 1.1 thru 2.0 mm/km.
 DN0751
 DN0751.The geoid height was determined by GEOID03.
 DN0751
 DN0751.The dynamic height is computed by dividing the NAVD 88
 DN0751.geopotential number by the normal gravity value computed on the
 DN0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0751.degrees latitude (g = 980.6199 gals.).
 DN0751
 DN0751.The modeled gravity was interpolated from observed gravity values.
 DN0751
 DN0751;                    North         East    Units  Estimated Accuracy
 DN0751;SPC TXNC     - 2,186,110.      677,260.      MT  (+/- 180 meters Scaled)
 DN0751
 DN0751                          SUPERSEDED SURVEY CONTROL
 DN0751
 DN0751  NGVD 29 (??/??/92)  264.420  (m)          867.52   (f) ADJ UNCH    1 2
 DN0751
 DN0751.Superseded values are not recommended for survey control.
 DN0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0751.See file dsdata.txt to determine how the superseded data were derived.
 DN0751
 DN0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB237900(NAD 83)
 DN0751_MARKER: DB = BENCH MARK DISK
 DN0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0751_STAMPING: L 132 1952
 DN0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0751+STABILITY: SURFACE MOTION
 DN0751
 DN0751  HISTORY     - Date     Condition        Report By
 DN0751  HISTORY     - 1952     MONUMENTED       CGS
 DN0751
 DN0751                          STATION DESCRIPTION
 DN0751
 DN0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0751'1.9 MI SE FROM ALVORD.
 DN0751'1.9 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILROAD FROM
 DN0751'THE STATION AT ALVORD, 8 POLES SOUTHEAST OF MILEPOST 50, 27 FEET
 DN0751'SOUTHWEST OF THE CENTER LINE OF A ROAD, 37 FEET NORTHEAST OF THE
 DN0751'NORTHEAST RAIL, 8 FEET NORTH OF A TELEGRAPH POLE, 3 FEET NORTHWEST OF
 DN0751'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 DN0751'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0036 ***********************************************************************
 DO0036  DESIGNATION -  L 133
 DO0036  PID         -  DO0036
 DO0036  STATE/COUNTY-  TX/CLAY
 DO0036  USGS QUAD   -  HENRIETTA (1984)
 DO0036
 DO0036                         *CURRENT SURVEY CONTROL
 DO0036  ___________________________________________________________________
 DO0036* NAD 83(1986)-  33 49 03.     (N)    098 13 32.     (W)     SCALED    
 DO0036* NAVD 88     -       261.474  (meters)     857.85   (feet)  ADJUSTED  
 DO0036  ___________________________________________________________________
 DO0036  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DO0036  DYNAMIC HT  -         261.185 (meters)     856.90  (feet)  COMP
 DO0036  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 DO0036
 DO0036  VERT ORDER  -  FIRST     CLASS II
 DO0036
 DO0036.The horizontal coordinates were scaled from a topographic map and have
 DO0036.an estimated accuracy of +/- 6 seconds.
 DO0036
 DO0036.The orthometric height was determined by differential leveling
 DO0036.and adjusted by the National Geodetic Survey in June 1991..
 DO0036
 DO0036.The geoid height was determined by GEOID03.
 DO0036
 DO0036.The dynamic height is computed by dividing the NAVD 88
 DO0036.geopotential number by the normal gravity value computed on the
 DO0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0036.degrees latitude (g = 980.6199 gals.).
 DO0036
 DO0036.The modeled gravity was interpolated from observed gravity values.
 DO0036
 DO0036;                    North         East    Units  Estimated Accuracy
 DO0036;SPC TXNC     - 2,238,550.      625,410.      MT  (+/- 180 meters Scaled)
 DO0036
 DO0036                          SUPERSEDED SURVEY CONTROL
 DO0036
 DO0036  NGVD 29 (??/??/92)  261.406  (m)          857.63   (f) ADJ UNCH    1 2
 DO0036
 DO0036.Superseded values are not recommended for survey control.
 DO0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0036.See file dsdata.txt to determine how the superseded data were derived.
 DO0036
 DO0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC716421(NAD 83)
 DO0036_MARKER: DB = BENCH MARK DISK
 DO0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0036_SP_SET: CULVERT
 DO0036_STAMPING: 857.63 L 133 1933
 DO0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0036
 DO0036  HISTORY     - Date     Condition        Report By
 DO0036  HISTORY     - 1933     MONUMENTED       CGS
 DO0036  HISTORY     - 1950     GOOD             NGS
 DO0036  HISTORY     - 1955     MARK NOT FOUND   USGS
 DO0036  HISTORY     - 1979     MARK NOT FOUND   USGS
 DO0036  HISTORY     - 1984     MARK NOT FOUND   NGS
 DO0036
 DO0036                          STATION DESCRIPTION
 DO0036
 DO0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DO0036'1.4 MI NW FROM HENRIETTA.
 DO0036'1.4 MILES NORTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 DO0036'HENRIETTA, CLAY COUNTY, AT MILEAGE 97.52, 750 FEET NORTH OF THE TEXAS
 DO0036'PIPELINE CO., AT A CONCRETE CULVERT, AND IN THE SOUTHEAST HEADWALL. A
 DO0036'STANDARD DISK, STAMPED 857.63 L 133 1933.
 DO0036
 DO0036                          STATION RECOVERY (1955)
 DO0036
 DO0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DO0036'MARK NOT FOUND.
 DO0036
 DO0036                          STATION RECOVERY (1979)
 DO0036
 DO0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 DO0036'MARK NOT FOUND.
 DO0036
 DO0036                          STATION RECOVERY (1984)
 DO0036
 DO0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DO0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0170 ***********************************************************************
 EN0170  DESIGNATION -  L 135
 EN0170  PID         -  EN0170
 EN0170  STATE/COUNTY-  TX/DONLEY
 EN0170  USGS QUAD   -  MEMPHIS (1985)
 EN0170
 EN0170                         *CURRENT SURVEY CONTROL
 EN0170  ___________________________________________________________________
 EN0170* NAD 83(1986)-  34 44 59.     (N)    100 33 25.     (W)     SCALED    
 EN0170* NAVD 88     -       653.455  (meters)    2143.88   (feet)  POSTED    
 EN0170  ___________________________________________________________________
 EN0170  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EN0170  DYNAMIC HT  -         652.720 (meters)    2141.47  (feet)  COMP
 EN0170  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 EN0170
 EN0170  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0170
 EN0170.The horizontal coordinates were scaled from a topographic map and have
 EN0170.an estimated accuracy of +/- 6 seconds.
 EN0170
 EN0170.The orthometric height was determined by differential leveling
 EN0170.and adjusted by the National Geodetic Survey in 1992..
 EN0170.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0170.rate of 1.1 thru 2.0 mm/km.
 EN0170
 EN0170.The geoid height was determined by GEOID03.
 EN0170
 EN0170.The dynamic height is computed by dividing the NAVD 88
 EN0170.geopotential number by the normal gravity value computed on the
 EN0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0170.degrees latitude (g = 980.6199 gals.).
 EN0170
 EN0170.The modeled gravity was interpolated from observed gravity values.
 EN0170
 EN0170;                    North         East    Units  Estimated Accuracy
 EN0170;SPC TX N     - 1,083,590.      286,350.      MT  (+/- 180 meters Scaled)
 EN0170
 EN0170                          SUPERSEDED SURVEY CONTROL
 EN0170
 EN0170  NGVD 29 (??/??/92)  653.143  (m)         2142.85   (f) ADJ UNCH    1 2
 EN0170
 EN0170.Superseded values are not recommended for survey control.
 EN0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0170.See file dsdata.txt to determine how the superseded data were derived.
 EN0170
 EN0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD574463(NAD 83)
 EN0170_MARKER: DB = BENCH MARK DISK
 EN0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0170_SP_SET: MONUMENT
 EN0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0170
 EN0170  HISTORY     - Date     Condition        Report By
 EN0170  HISTORY     - UNK      MONUMENTED       CGS
 EN0170  HISTORY     - 1933     GOOD             NGS
 EN0170  HISTORY     - 1934     GOOD             NGS
 EN0170  HISTORY     - 1984     MARK NOT FOUND   NGS
 EN0170  HISTORY     - 1985     MARK NOT FOUND   USGS
 EN0170
 EN0170                          STATION DESCRIPTION
 EN0170
 EN0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EN0170'1.9 MI NW FROM MEMPHIS.
 EN0170'0.2 MILES NORTHWEST OF COUNTY LINE, AT MILE POST 253, 36 FEET
 EN0170'SOUTHWEST OF CENTER OF TRACK.
 EN0170
 EN0170                          STATION RECOVERY (1934)
 EN0170
 EN0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0170'RECOVERED IN GOOD CONDITION.
 EN0170
 EN0170                          STATION RECOVERY (1984)
 EN0170
 EN0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0170'MARK NOT FOUND.
 EN0170
 EN0170                          STATION RECOVERY (1985)
 EN0170
 EN0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985
 EN0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0069 ***********************************************************************
 GK0069  DESIGNATION -  L 136
 GK0069  PID         -  GK0069
 GK0069  STATE/COUNTY-  TX/OCHILTREE
 GK0069  USGS QUAD   -  PERRYTON (1973)
 GK0069
 GK0069                         *CURRENT SURVEY CONTROL
 GK0069  ___________________________________________________________________
 GK0069* NAD 83(1986)-  36 24 49.     (N)    100 48 10.     (W)     SCALED    
 GK0069* NAVD 88     -       893.282  (meters)    2930.71   (feet)  ADJUSTED  
 GK0069  ___________________________________________________________________
 GK0069  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 GK0069  DYNAMIC HT  -         892.349 (meters)    2927.65  (feet)  COMP
 GK0069  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 GK0069
 GK0069  VERT ORDER  -  FIRST     CLASS II
 GK0069
 GK0069.The horizontal coordinates were scaled from a topographic map and have
 GK0069.an estimated accuracy of +/- 6 seconds.
 GK0069
 GK0069.The orthometric height was determined by differential leveling
 GK0069.and adjusted by the National Geodetic Survey in June 1991..
 GK0069
 GK0069.The geoid height was determined by GEOID03.
 GK0069
 GK0069.The dynamic height is computed by dividing the NAVD 88
 GK0069.geopotential number by the normal gravity value computed on the
 GK0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0069.degrees latitude (g = 980.6199 gals.).
 GK0069
 GK0069.The modeled gravity was interpolated from observed gravity values.
 GK0069
 GK0069;                    North         East    Units  Estimated Accuracy
 GK0069;SPC TX N     - 1,268,000.      262,540.      MT  (+/- 180 meters Scaled)
 GK0069
 GK0069                          SUPERSEDED SURVEY CONTROL
 GK0069
 GK0069  NGVD 29 (??/??/92)  892.903  (m)         2929.47   (f) ADJ UNCH    1 2
 GK0069
 GK0069.Superseded values are not recommended for survey control.
 GK0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0069.See file dsdata.txt to determine how the superseded data were derived.
 GK0069
 GK0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF383313(NAD 83)
 GK0069_MARKER: DB = BENCH MARK DISK
 GK0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0069_STAMPING: L-136 1934
 GK0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0069+STABILITY: SURFACE MOTION
 GK0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GK0069+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 GK0069
 GK0069  HISTORY     - Date     Condition        Report By
 GK0069  HISTORY     - 1934     MONUMENTED       CGS
 GK0069  HISTORY     - 20040927 GOOD             LOCENG
 GK0069
 GK0069                          STATION DESCRIPTION
 GK0069
 GK0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0069'1.2 MI N FROM PERRYTON.
 GK0069'1.2 MILES NORTH OF COUNTY COURT HOUSE, AT PERRYTON 150 FEET WEST OF
 GK0069'LARGE YELLOW FARM HOUSE.  50 FEET WEST OF THE CENTERLINE OF U.S.
 GK0069'HIGHWAY 83.  ONE FOOT EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE LINE.
 GK0069
 GK0069                          STATION RECOVERY (2004)
 GK0069
 GK0069'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2004 (MFM)
 GK0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0098 ***********************************************************************
 GK0098  DESIGNATION -  L 137 RESET 1965
 GK0098  PID         -  GK0098
 GK0098  STATE/COUNTY-  TX/LIPSCOMB
 GK0098  USGS QUAD   -  BARTON CREEK (1973)
 GK0098
 GK0098                         *CURRENT SURVEY CONTROL
 GK0098  ___________________________________________________________________
 GK0098* NAD 83(1986)-  36 04 14.     (N)    100 30 48.     (W)     SCALED    
 GK0098* NAVD 88     -       841.06   (+/-2cm)    2759.4    (feet)  VERTCON   
 GK0098  ___________________________________________________________________
 GK0098  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 GK0098
 GK0098  VERT ORDER  -  THIRD (See Below)
 GK0098
 GK0098.The horizontal coordinates were scaled from a topographic map and have
 GK0098.an estimated accuracy of +/- 6 seconds.
 GK0098
 GK0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0098.The vertical order pertains to the NGVD 29 superseded value.
 GK0098
 GK0098.The geoid height was determined by GEOID03.
 GK0098
 GK0098;                    North         East    Units  Estimated Accuracy
 GK0098;SPC TX N     - 1,230,150.      288,880.      MT  (+/- 180 meters Scaled)
 GK0098
 GK0098                          SUPERSEDED SURVEY CONTROL
 GK0098
 GK0098  NGVD 29 (01/29/03)  840.70   (m)         2758.2    (f) RESET       3  
 GK0098
 GK0098.Superseded values are not recommended for survey control.
 GK0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0098.See file dsdata.txt to determine how the superseded data were derived.
 GK0098
 GK0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE637928(NAD 83)
 GK0098_MARKER: DB = BENCH MARK DISK
 GK0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0098_STAMPING: L 137 RESET 1965
 GK0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0098+STABILITY: SURFACE MOTION
 GK0098
 GK0098  HISTORY     - Date     Condition        Report By
 GK0098  HISTORY     - 1965     MONUMENTED       CGS
 GK0098
 GK0098                          STATION DESCRIPTION
 GK0098
 GK0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 GK0098'15.45 MI NW FROM CANADIAN.
 GK0098'ABOUT 2.15 MILES NORTH ALONG U. S. HIGHWAYS 60 AND 83 FROM MAIN STREET
 GK0098'AND SECOND STREET IN CANADIAN, THENCE 13.3 MILES NORTHWEST ALONG U. S.
 GK0098'HIGHWAY 83 TO SITE OF BENCH MARK, 90 FEET SOUTHWEST OF THE CENTER LINE
 GK0098'OF HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST, AND AT TEXAS HIGHWAY
 GK0098'DEPARTMENT BASE STATION 106 + 31.  A STANDARD DISK SET IN A 12 X 12
 GK0098'IN. CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF
 GK0098'THE GROUND.  THE BENCH MARK IS 1.2 MILES NORTHWEST OF THE
 GK0098'LIPSCOMB-HEMPHILL COUNTY LINE, AND IS ABOUT MIDWAY BETWEEN TWO
 GK0098'CONCRETE CULVERTS WHICH ARE UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1506 ***********************************************************************
 AY1506  DESIGNATION -  L 1377
 AY1506  PID         -  AY1506
 AY1506  STATE/COUNTY-  TX/BEXAR
 AY1506  USGS QUAD   -  ELMENDORF (1992)
 AY1506
 AY1506                         *CURRENT SURVEY CONTROL
 AY1506  ___________________________________________________________________
 AY1506* NAD 83(1986)-  29 16 37.     (N)    098 22 01.     (W)     SCALED    
 AY1506* NAVD 88     -       168.483  (meters)     552.76   (feet)  ADJUSTED  
 AY1506  ___________________________________________________________________
 AY1506  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AY1506  DYNAMIC HT  -         168.240 (meters)     551.97  (feet)  COMP
 AY1506  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 AY1506
 AY1506  VERT ORDER  -  FIRST     CLASS II
 AY1506
 AY1506.The horizontal coordinates were scaled from a topographic map and have
 AY1506.an estimated accuracy of +/- 6 seconds.
 AY1506
 AY1506.The orthometric height was determined by differential leveling
 AY1506.and adjusted by the National Geodetic Survey in June 1991..
 AY1506
 AY1506.The geoid height was determined by GEOID03.
 AY1506
 AY1506.The dynamic height is computed by dividing the NAVD 88
 AY1506.geopotential number by the normal gravity value computed on the
 AY1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1506.degrees latitude (g = 980.6199 gals.).
 AY1506
 AY1506.The modeled gravity was interpolated from observed gravity values.
 AY1506
 AY1506;                    North         East    Units  Estimated Accuracy
 AY1506;SPC TXSC     - 4,160,160.      661,510.      MT  (+/- 180 meters Scaled)
 AY1506
 AY1506                          SUPERSEDED SURVEY CONTROL
 AY1506
 AY1506.No superseded survey control is available for this station.
 AY1506
 AY1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT614388(NAD 83)
 AY1506_MARKER: I = METAL ROD
 AY1506_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1506_SP_SET: STAINLESS STEEL ROD
 AY1506_STAMPING: L 1377 1980
 AY1506_MARK LOGO: NGS   
 AY1506_PROJECTION: RECESSED 2 CENTIMETERS
 AY1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1506_ROD/PIPE-DEPTH: 3.0  meters
 AY1506
 AY1506  HISTORY     - Date     Condition        Report By
 AY1506  HISTORY     - 1980     MONUMENTED       NGS
 AY1506  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY1506
 AY1506                          STATION DESCRIPTION
 AY1506
 AY1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1506'4.5 KM (2.8 MI) NW FROM ELMENDORF.
 AY1506'4.5 KM (2.8 MI) NORTHWEST ALONG OLD CORPUS CHRISTI ROAD FROM THE
 AY1506'JUNCTION OF FARM ROAD 1518 IN ELMENDORF, AT PRIVATE DRIVE NUMBER 14455
 AY1506'LEADING SOUTHWEST, AT A LARGE CINDER BLOCK GATE POST, 9.9 METERS
 AY1506'(32.4 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 8.9 METERS
 AY1506'(29.2 FT) SOUTHEAST OF THE CENTER OF THE DRIVE, 4.7 METERS (15.3 FT)
 AY1506'SOUTHEAST OF THE SOUTHEAST EDGE OF THE GATE POST, 3.9 METERS (12.9 FT)
 AY1506'SOUTHEAST OF A POWERLINE POLE WITH TWO GUY WIRES, 3.9 METERS (12.9 FT)
 AY1506'SOUTHEAST OF A CORNER FENCE POST, 5.8 METERS (18.9 FT) NORTHWEST OF A
 AY1506'GUY WIRE ANCHOR, 0.5 METER (1.5 FT) NORTHEAST OF A FENCE.
 AY1506'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 AY1506'THE MARK IS 0.6 M ABOVE THE ROAD.
 AY1506
 AY1506                          STATION RECOVERY (1999)
 AY1506
 AY1506'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0493 ***********************************************************************
 AO0493  DESIGNATION -  L 1378
 AO0493  PID         -  AO0493
 AO0493  STATE/COUNTY-  TX/KARNES
 AO0493  USGS QUAD   -  FALLS CITY (1961)
 AO0493
 AO0493                         *CURRENT SURVEY CONTROL
 AO0493  ___________________________________________________________________
 AO0493* NAD 83(1986)-  28 57 58.     (N)    098 00 02.     (W)     SCALED    
 AO0493* NAVD 88     -       107.398  (meters)     352.35   (feet)  ADJUSTED  
 AO0493  ___________________________________________________________________
 AO0493  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AO0493  DYNAMIC HT  -         107.243 (meters)     351.85  (feet)  COMP
 AO0493  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 AO0493
 AO0493  VERT ORDER  -  FIRST     CLASS II
 AO0493
 AO0493.The horizontal coordinates were scaled from a topographic map and have
 AO0493.an estimated accuracy of +/- 6 seconds.
 AO0493
 AO0493.The orthometric height was determined by differential leveling
 AO0493.and adjusted by the National Geodetic Survey in June 1991..
 AO0493
 AO0493.The geoid height was determined by GEOID03.
 AO0493
 AO0493.The dynamic height is computed by dividing the NAVD 88
 AO0493.geopotential number by the normal gravity value computed on the
 AO0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0493.degrees latitude (g = 980.6199 gals.).
 AO0493
 AO0493.The modeled gravity was interpolated from observed gravity values.
 AO0493
 AO0493;                    North         East    Units  Estimated Accuracy
 AO0493;SPC TXSC     - 4,125,960.      697,400.      MT  (+/- 180 meters Scaled)
 AO0493
 AO0493                          SUPERSEDED SURVEY CONTROL
 AO0493
 AO0493.No superseded survey control is available for this station.
 AO0493
 AO0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT973046(NAD 83)
 AO0493_MARKER: I = METAL ROD
 AO0493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AO0493_SP_SET: STAINLESS STEEL ROD
 AO0493_STAMPING: L 1378 1981
 AO0493_MARK LOGO: NGS   
 AO0493_PROJECTION: RECESSED 5 CENTIMETERS
 AO0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AO0493+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 AO0493_ROD/PIPE-DEPTH: 10.1 meters
 AO0493
 AO0493  HISTORY     - Date     Condition        Report By
 AO0493  HISTORY     - 1981     MONUMENTED       NGS
 AO0493  HISTORY     - 1987     GOOD             USPSQD
 AO0493  HISTORY     - 20050405 GOOD             USPSQD
 AO0493
 AO0493                          STATION DESCRIPTION
 AO0493
 AO0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AO0493'2.6 KM (1.6 MI) SE FROM FALLS CITY.
 AO0493'2.6 KM (1.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AO0493'FARM ROAD 791 IN FALLS CITY, ACROSS THE HIGHWAY FROM SHORTYS CAFE,
 AO0493'18.0 METERS (59.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AO0493'31.0 METERS (102 FT) NORTHWEST OF TELEPHONE POLE NUMBER 20,
 AO0493'41.0 METERS (135 FT) SOUTHEAST OF THE SOUTHEAST CIRCLE DRIVE LEADING
 AO0493'TO A WHITE HOUSE, 36.0 METERS (120 FT) SOUTHEAST OF A 1.2-METER OAK
 AO0493'TREE, 35.0 METERS (117 FT) SOUTHEAST OF A FENCE CORNER, 0.3 METER
 AO0493'(1.0 FT) SOUTHWEST OF A WOVEN WIRE FENCE.
 AO0493'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AO0493'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AO0493
 AO0493                          STATION RECOVERY (1987)
 AO0493
 AO0493'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AO0493'RECOVERED IN GOOD CONDITION.
 AO0493
 AO0493                          STATION RECOVERY (2005)
 AO0493
 AO0493'RECOVERY NOTE BY US POWER SQUADRON 2005 (WM)
 AO0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1529 ***********************************************************************
 AY1529  DESIGNATION -  L 1379
 AY1529  PID         -  AY1529
 AY1529  STATE/COUNTY-  TX/BEXAR
 AY1529  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY1529
 AY1529                         *CURRENT SURVEY CONTROL
 AY1529  ___________________________________________________________________
 AY1529* NAD 83(1986)-  29 28 20.     (N)    098 24 23.     (W)     SCALED    
 AY1529* NAVD 88     -       215.107  (meters)     705.73   (feet)  ADJUSTED  
 AY1529  ___________________________________________________________________
 AY1529  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AY1529  DYNAMIC HT  -         214.794 (meters)     704.70  (feet)  COMP
 AY1529  MODELED GRAV-     979,182.2   (mgal)                       NAVD 88
 AY1529
 AY1529  VERT ORDER  -  FIRST     CLASS II
 AY1529
 AY1529.The horizontal coordinates were scaled from a topographic map and have
 AY1529.an estimated accuracy of +/- 6 seconds.
 AY1529
 AY1529.The orthometric height was determined by differential leveling
 AY1529.and adjusted by the National Geodetic Survey in June 1991..
 AY1529
 AY1529.The geoid height was determined by GEOID03.
 AY1529
 AY1529.The dynamic height is computed by dividing the NAVD 88
 AY1529.geopotential number by the normal gravity value computed on the
 AY1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1529.degrees latitude (g = 980.6199 gals.).
 AY1529
 AY1529.The modeled gravity was interpolated from observed gravity values.
 AY1529
 AY1529;                    North         East    Units  Estimated Accuracy
 AY1529;SPC TXSC     - 4,181,780.      657,570.      MT  (+/- 180 meters Scaled)
 AY1529
 AY1529                          SUPERSEDED SURVEY CONTROL
 AY1529
 AY1529.No superseded survey control is available for this station.
 AY1529
 AY1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT575604(NAD 83)
 AY1529_MARKER: DB = BENCH MARK DISK
 AY1529_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1529_SP_SET: CULVERT HEADWALL
 AY1529_STAMPING: L 1379 1980
 AY1529_MARK LOGO: NGS   
 AY1529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1529
 AY1529  HISTORY     - Date     Condition        Report By
 AY1529  HISTORY     - 1980     MONUMENTED       NGS
 AY1529  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY1529  HISTORY     - 19990227 GOOD             USPSQD
 AY1529
 AY1529                          STATION DESCRIPTION
 AY1529
 AY1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 AY1529'IN SAN ANTONIO.
 AY1529'IN SAN ANTONIO, 7.4 KM (4.55 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 35
 AY1529'FROM THE NEW BRAUNFELS AVENUE EXIT, 1.5 KM (0.9 MI) SOUTHWEST OF THE
 AY1529'JUNCTION OF RITTIMAN ROAD, IN TOP AND 0.3 METER (1.0 FT) NORTHEAST OF
 AY1529'THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF ROUND CONCRETE
 AY1529'THREE-CHANNEL CULVERT UNDER THE MISSOURI KANSAS AND TEXAS RAILROAD,
 AY1529'15.6 METERS (51.2 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE FRONTAGE
 AY1529'ROAD, 3.0 METERS (10.0 FT) EAST-SOUTHEAST OF THE EAST RAIL.  NOTE-THE
 AY1529'HEADWALL IS SET IN HARD SHALE.
 AY1529'THE MARK IS 0.3 M ABOVE THE ROAD.
 AY1529
 AY1529                          STATION RECOVERY (1989)
 AY1529
 AY1529'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY1529'MARK NOT FOUND.
 AY1529
 AY1529                          STATION RECOVERY (1999)
 AY1529
 AY1529'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0623 ***********************************************************************
 FM0623  DESIGNATION -  L 138
 FM0623  PID         -  FM0623
 FM0623  STATE/COUNTY-  TX/DEAF SMITH
 FM0623  USGS QUAD   -  GLENRIO (1982)
 FM0623
 FM0623                         *CURRENT SURVEY CONTROL
 FM0623  ___________________________________________________________________
 FM0623* NAD 83(1986)-  35 10 53.     (N)    103 00 56.     (W)     SCALED    
 FM0623* NAVD 88     -      1177.505  (meters)    3863.20   (feet)  ADJUSTED  
 FM0623  ___________________________________________________________________
 FM0623  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 FM0623  DYNAMIC HT  -        1176.076 (meters)    3858.51  (feet)  COMP
 FM0623  MODELED GRAV-     979,379.6   (mgal)                       NAVD 88
 FM0623
 FM0623  VERT ORDER  -  SECOND    CLASS 0
 FM0623
 FM0623.The horizontal coordinates were scaled from a topographic map and have
 FM0623.an estimated accuracy of +/- 6 seconds.
 FM0623
 FM0623.The orthometric height was determined by differential leveling
 FM0623.and adjusted by the National Geodetic Survey in June 1991..
 FM0623
 FM0623.The geoid height was determined by GEOID03.
 FM0623
 FM0623.The dynamic height is computed by dividing the NAVD 88
 FM0623.geopotential number by the normal gravity value computed on the
 FM0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0623.degrees latitude (g = 980.6199 gals.).
 FM0623
 FM0623.The modeled gravity was interpolated from observed gravity values.
 FM0623
 FM0623;                    North         East    Units  Estimated Accuracy
 FM0623;SPC TX N     - 1,132,120.       61,970.      MT  (+/- 180 meters Scaled)
 FM0623
 FM0623                          SUPERSEDED SURVEY CONTROL
 FM0623
 FM0623  NGVD 29 (??/??/92) 1176.963  (m)         3861.42   (f) ADJ UNCH    2 0
 FM0623
 FM0623.Superseded values are not recommended for survey control.
 FM0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0623.See file dsdata.txt to determine how the superseded data were derived.
 FM0623
 FM0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU806949(NAD 83)
 FM0623_MARKER: DB = BENCH MARK DISK
 FM0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0623_STAMPING: L-138 1934
 FM0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0623+STABILITY: SURFACE MOTION
 FM0623
 FM0623  HISTORY     - Date     Condition        Report By
 FM0623  HISTORY     - 1934     MONUMENTED       CGS
 FM0623  HISTORY     - 1966     GOOD             USGS
 FM0623
 FM0623                          STATION DESCRIPTION
 FM0623
 FM0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0623'1.5 MI E FROM GLENRIO, N MEX.
 FM0623'1.5 MILES EAST OF ROCK ISLAND RR DEPOT AT GLENRIO 75 FEET EAST OF
 FM0623'NINTH TELEGRAPH POLE EAST OF MILE POST 831.  100 FEET SOUTH OF
 FM0623'CENTERLINE OF EAST BOUND LANE OF U. S. HIGHWAY 66.  45 FEET NORTH OF
 FM0623'CENTERLINE OF ROCK ISLAND RAILROAD.
 FM0623
 FM0623                          STATION RECOVERY (1966)
 FM0623
 FM0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1064 ***********************************************************************
 AH1064  DESIGNATION -  L 1380
 AH1064  PID         -  AH1064
 AH1064  STATE/COUNTY-  TX/KLEBERG
 AH1064  USGS QUAD   -  RICARDO (1979)
 AH1064
 AH1064                         *CURRENT SURVEY CONTROL
 AH1064  ___________________________________________________________________
 AH1064* NAD 83(1986)-  27 28 33.     (N)    097 52 06.     (W)     SCALED    
 AH1064* NAVD 88     -        17.686  (meters)      58.02   (feet)  ADJUSTED  
 AH1064  ___________________________________________________________________
 AH1064  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AH1064  DYNAMIC HT  -          17.659 (meters)      57.94  (feet)  COMP
 AH1064  MODELED GRAV-     979,095.0   (mgal)                       NAVD 88
 AH1064
 AH1064  VERT ORDER  -  FIRST     CLASS II
 AH1064
 AH1064.The horizontal coordinates were scaled from a topographic map and have
 AH1064.an estimated accuracy of +/- 6 seconds.
 AH1064
 AH1064.The orthometric height was determined by differential leveling
 AH1064.and adjusted by the National Geodetic Survey in June 1991..
 AH1064
 AH1064.The geoid height was determined by GEOID03.
 AH1064
 AH1064.The dynamic height is computed by dividing the NAVD 88
 AH1064.geopotential number by the normal gravity value computed on the
 AH1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1064.degrees latitude (g = 980.6199 gals.).
 AH1064
 AH1064.The modeled gravity was interpolated from observed gravity values.
 AH1064
 AH1064;                    North         East    Units  Estimated Accuracy
 AH1064;SPC TX S     - 5,200,600.      362,430.      MT  (+/- 180 meters Scaled)
 AH1064
 AH1064                          SUPERSEDED SURVEY CONTROL
 AH1064
 AH1064.No superseded survey control is available for this station.
 AH1064
 AH1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR118396(NAD 83)
 AH1064_MARKER: I = METAL ROD
 AH1064_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH1064_SP_SET: STAINLESS STEEL ROD
 AH1064_STAMPING: L 1380 1981
 AH1064_MARK LOGO: NGS   
 AH1064_PROJECTION: FLUSH
 AH1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH1064_ROD/PIPE-DEPTH: 6.10 meters
 AH1064
 AH1064  HISTORY     - Date     Condition        Report By
 AH1064  HISTORY     - 1981     MONUMENTED       NGS
 AH1064  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AH1064
 AH1064                          STATION DESCRIPTION
 AH1064
 AH1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1064'5.1 KM (3.15 MI) SOUTH FROM KINGSVILLE.
 AH1064'2.9 KM (1.8 MI) SOUTH ALONG SIXTH STREET FROM THE POST OFFICE IN
 AH1064'KINGSVILLE, THENCE 2.2 KM (1.35 MI) SOUTH ALONG U.S. HIGHWAY 77
 AH1064'BUSINESS, AT THE JUNCTION OF ESCONDIDO ROAD LEADING EAST, 21.6 METERS
 AH1064'(71.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 40.9 METERS (134 FT)
 AH1064'NORTH OF THE CENTERLINE OF THE ROAD, 40.2 METERS (132 FT) SOUTH OF THE
 AH1064'CENTER OF A PRIVATE DRIVE LEADING TO A GRAY HOUSE, 1.52 METERS
 AH1064'(5.0 FT) NORTH OF A POWERLINE POLE NUMBER 31 WITH ONE GUY WIRE,
 AH1064'2.10 METERS (6.0 FT) NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER,
 AH1064'1.82 METERS (6.0 FT) NORTH OF A CHAIN LINK FENCE CORNER, 0.3 METER
 AH1064'(1.0 FT) WEST OF A CHAIN LINK FENCE.
 AH1064'THE MARK IS 0.65 METERS  SSW FROM A WITNESS POST.
 AH1064'THE MARK IS 0.60 M BELOW THE HIGHWAY.
 AH1064
 AH1064                          STATION RECOVERY (1988)
 AH1064
 AH1064'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1946 ***********************************************************************
 AN1946  DESIGNATION -  L 1381
 AN1946  PID         -  AN1946
 AN1946  STATE/COUNTY-  TX/KARNES
 AN1946  USGS QUAD   -  KENEDY (1987)
 AN1946
 AN1946                         *CURRENT SURVEY CONTROL
 AN1946  ___________________________________________________________________
 AN1946* NAD 83(1986)-  28 46 23.     (N)    097 51 08.     (W)     SCALED    
 AN1946* NAVD 88     -       135.247  (meters)     443.72   (feet)  ADJUSTED  
 AN1946  ___________________________________________________________________
 AN1946  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AN1946  DYNAMIC HT  -         135.048 (meters)     443.07  (feet)  COMP
 AN1946  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 AN1946
 AN1946  VERT ORDER  -  FIRST     CLASS II
 AN1946
 AN1946.The horizontal coordinates were scaled from a topographic map and have
 AN1946.an estimated accuracy of +/- 6 seconds.
 AN1946
 AN1946.The orthometric height was determined by differential leveling
 AN1946.and adjusted by the National Geodetic Survey in June 1991..
 AN1946
 AN1946.The geoid height was determined by GEOID03.
 AN1946
 AN1946.The dynamic height is computed by dividing the NAVD 88
 AN1946.geopotential number by the normal gravity value computed on the
 AN1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1946.degrees latitude (g = 980.6199 gals.).
 AN1946
 AN1946.The modeled gravity was interpolated from observed gravity values.
 AN1946
 AN1946;                    North         East    Units  Estimated Accuracy
 AN1946;SPC TXSC     - 4,104,700.      712,070.      MT  (+/- 180 meters Scaled)
 AN1946
 AN1946                          SUPERSEDED SURVEY CONTROL
 AN1946
 AN1946.No superseded survey control is available for this station.
 AN1946
 AN1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS120833(NAD 83)
 AN1946_MARKER: I = METAL ROD
 AN1946_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AN1946_SP_SET: STAINLESS STEEL ROD
 AN1946_STAMPING: L 1381 1981
 AN1946_MARK LOGO: NGS   
 AN1946_PROJECTION: RECESSED 6 CENTIMETERS
 AN1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1946_ROD/PIPE-DEPTH: 6.6  meters
 AN1946
 AN1946  HISTORY     - Date     Condition        Report By
 AN1946  HISTORY     - 1981     MONUMENTED       NGS
 AN1946  HISTORY     - 1991     GOOD             USPSQD
 AN1946
 AN1946                          STATION DESCRIPTION
 AN1946
 AN1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1946'5.25 KM (3.25 MI) SE FROM KENEDY.
 AN1946'3.95 KM (2.45 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 181 BUSINESS FROM
 AN1946'THE POST OFFICE IN KENEDY, THENCE 1.3 KM (0.8 MI) SOUTH ALONG U.S.
 AN1946'HIGHWAY 181, AT A METAL GATE ON THE EAST SIDE OF THE HIGHWAY,
 AN1946'36.2 METERS (119 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 7.9 METERS
 AN1946'(26.0 FT) SOUTH OF A T-JUNCTION FENCE POST, 1.9 METERS (6.5 FT) SOUTH
 AN1946'OF A HIGHWAY RIGHT-OF-WAY MARKER, 5.4 METERS (18.0 FT) SOUTH OF THE
 AN1946'CENTER OF THE GATE, 0.3 METER (1.0 FT) WEST OF A FENCE.  ROD WAS
 AN1946'DRIVEN TO REFUSAL.
 AN1946'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 AN1946'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 AN1946
 AN1946                          STATION RECOVERY (1991)
 AN1946
 AN1946'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AN1946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1915 ***********************************************************************
 AN1915  DESIGNATION -  L 1382
 AN1915  PID         -  AN1915
 AN1915  STATE/COUNTY-  TX/BEE
 AN1915  USGS QUAD   -  SKIDMORE (1979)
 AN1915
 AN1915                         *CURRENT SURVEY CONTROL
 AN1915  ___________________________________________________________________
 AN1915* NAD 83(1986)-  28 21 44.     (N)    097 43 54.     (W)     SCALED    
 AN1915* NAVD 88     -        60.550  (meters)     198.65   (feet)  ADJUSTED  
 AN1915  ___________________________________________________________________
 AN1915  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AN1915  DYNAMIC HT  -          60.459 (meters)     198.36  (feet)  COMP
 AN1915  MODELED GRAV-     979,149.7   (mgal)                       NAVD 88
 AN1915
 AN1915  VERT ORDER  -  FIRST     CLASS II
 AN1915
 AN1915.The horizontal coordinates were scaled from a topographic map and have
 AN1915.an estimated accuracy of +/- 6 seconds.
 AN1915
 AN1915.The orthometric height was determined by differential leveling
 AN1915.and adjusted by the National Geodetic Survey in June 1991..
 AN1915
 AN1915.The geoid height was determined by GEOID03.
 AN1915
 AN1915.The dynamic height is computed by dividing the NAVD 88
 AN1915.geopotential number by the normal gravity value computed on the
 AN1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1915.degrees latitude (g = 980.6199 gals.).
 AN1915
 AN1915.The modeled gravity was interpolated from observed gravity values.
 AN1915
 AN1915;                    North         East    Units  Estimated Accuracy
 AN1915;SPC TXSC     - 4,059,290.      724,330.      MT  (+/- 180 meters Scaled)
 AN1915
 AN1915                          SUPERSEDED SURVEY CONTROL
 AN1915
 AN1915.No superseded survey control is available for this station.
 AN1915
 AN1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS242379(NAD 83)
 AN1915_MARKER: DB = BENCH MARK DISK
 AN1915_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AN1915_SP_SET: HEADWALL
 AN1915_STAMPING: L 1382 1981
 AN1915_MARK LOGO: NGS   
 AN1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1915+STABILITY: SURFACE MOTION
 AN1915
 AN1915  HISTORY     - Date     Condition        Report By
 AN1915  HISTORY     - 1981     MONUMENTED       NGS
 AN1915  HISTORY     - 19970725 GOOD             USPSQD
 AN1915
 AN1915                          STATION DESCRIPTION
 AN1915
 AN1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AN1915'4.9 KM (3.05 MI) SE FROM BEEVILLE.
 AN1915'3.9 KM (2.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 181 BUSINESS FROM THE
 AN1915'COURTHOUSE IN BEEVILLE, THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG U.S.
 AN1915'HIGHWAY 181, 0.4 METER (1.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 AN1915'SOUTHWEST HEADWALL OF A THREE CHANNEL BOX CULVERT UNDER THE HIGHWAY,
 AN1915'18.0 METERS (59.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 AN1915'LANES OF THE HIGHWAY, 48.4 METERS (159 FT) NORTHEAST OF THE
 AN1915'RIGHT-OF-WAY FENCE.
 AN1915'THE MARK IS 1.8 M BELOW THE HIGHWAY.
 AN1915
 AN1915                          STATION RECOVERY (1997)
 AN1915
 AN1915'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0362 ***********************************************************************
 CE0362  DESIGNATION -  L 1383
 CE0362  PID         -  CE0362
 CE0362  STATE/COUNTY-  TX/EL PASO
 CE0362  USGS QUAD   -  EL PASO (1997)
 CE0362
 CE0362                         *CURRENT SURVEY CONTROL
 CE0362  ___________________________________________________________________
 CE0362* NAD 83(1986)-  31 46 42.     (N)    106 27 41.     (W)     SCALED    
 CE0362* NAVD 88     -      1130.402  (meters)    3708.66   (feet)  ADJUSTED  
 CE0362  ___________________________________________________________________
 CE0362  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CE0362  DYNAMIC HT  -        1128.692 (meters)    3703.05  (feet)  COMP
 CE0362  MODELED GRAV-     979,088.4   (mgal)                       NAVD 88
 CE0362
 CE0362  VERT ORDER  -  FIRST     CLASS I
 CE0362
 CE0362.The horizontal coordinates were scaled from a topographic map and have
 CE0362.an estimated accuracy of +/- 6 seconds.
 CE0362
 CE0362.The orthometric height was determined by differential leveling
 CE0362.and adjusted by the National Geodetic Survey in November 1996..
 CE0362
 CE0362.The geoid height was determined by GEOID03.
 CE0362
 CE0362.The dynamic height is computed by dividing the NAVD 88
 CE0362.geopotential number by the normal gravity value computed on the
 CE0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0362.degrees latitude (g = 980.6199 gals.).
 CE0362
 CE0362.The modeled gravity was interpolated from observed gravity values.
 CE0362
 CE0362;                    North         East    Units  Estimated Accuracy
 CE0362;SPC TX C     - 3,250,080.      119,860.      MT  (+/- 180 meters Scaled)
 CE0362
 CE0362                          SUPERSEDED SURVEY CONTROL
 CE0362
 CE0362  NAVD 88 (06/15/91) 1130.442  (m)         3708.79   (f) UNKNOWN     1 1
 CE0362
 CE0362.Superseded values are not recommended for survey control.
 CE0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0362.See file dsdata.txt to determine how the superseded data were derived.
 CE0362
 CE0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR616167(NAD 83)
 CE0362_MARKER: DV = VERTICAL CONTROL DISK
 CE0362_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0362_SP_SET: PIER
 CE0362_STAMPING: L 1383 1981
 CE0362_MARK LOGO: NGS   
 CE0362_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0362+STABILITY: POSITION/ELEVATION WELL
 CE0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0362+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1996
 CE0362
 CE0362  HISTORY     - Date     Condition        Report By
 CE0362  HISTORY     - 1981     MONUMENTED       NGS
 CE0362  HISTORY     - 1981     GOOD             NGS
 CE0362  HISTORY     - 19921117 GOOD             NGS
 CE0362  HISTORY     - 19940415 GOOD             NGS
 CE0362  HISTORY     - 19960206 GOOD             NGS
 CE0362
 CE0362                          STATION DESCRIPTION
 CE0362
 CE0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0362'IN EL PASO.
 CE0362'IN EL PASO, AT THE JUNCTION OF INTERSTATE HIGHWAY 10 AND PIEDRAS
 CE0362'STREET, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1
 CE0362'OF 10 CONCRETE PIERS, ON THE EAST SIDE OF THE STREET, OF THE INTER-
 CE0362'STATE HIGHWAY 10 OVERPASS, 28.1 METERS (92.2 FT) NORTH OF THE
 CE0362'CENTER OF THE STREET. 1.2 METERS ABOVE THE GROUND.
 CE0362'NOTE--THIS MARK HAS BEEN DESIGNATED AS A BASIC NET A JUNCTION MARK.
 CE0362
 CE0362                          STATION RECOVERY (1992)
 CE0362
 CE0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0362'IN EL PASO, AT THE INTERSECTION OF PIEDRAS STREET AND INTERSTATE
 CE0362'HIGHWAY 10, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY OF
 CE0362'10 CONCRETE COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF
 CE0362'THE HIGHWAY OVERPASS OF THE STREET, 27.5 M (90.2 FT) NORTH OF THE
 CE0362'HIGHWAY CENTER, 9.8 M (32.2 FT) EAST OF THE STREET CENTERLINE, AND
 CE0362'1.4 M (4.6 FT) ABOVE THE LEVEL OF THE STREET.
 CE0362
 CE0362                          STATION RECOVERY (1994)
 CE0362
 CE0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CE0362'IN EL PASO, AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND PIEDRAS
 CE0362'STREET, SET VERTICALLY IN THE NORTH FACE THE MOST NORTHERLY OF 4
 CE0362'CONCRETE COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE
 CE0362'HIGHWAY OVERPASS OF THE STREET, 27.5 M (90.2 FT) NORTH OF THE HIGHWAY
 CE0362'CENTER, 9.8 M (32.2 FT) EAST OF THE STREET CENTERLINE, AND 1.4 M
 CE0362'(4.6 FT) ABOVE THE GROUND SURFACE.
 CE0362
 CE0362                          STATION RECOVERY (1996)
 CE0362
 CE0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CE0362'IN EL PASO, AT THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND PIEDRAS
 CE0362'STREET, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY OF 10
 CE0362'CONCRETE COLUMNS OF THE 3RD PIER WEST OF THE EAST ABUTMENT OF THE
 CE0362'HIGHWAY OVERPASS OF THE STREET, 27.5 M (90.2 FT) NORTH OF THE HIGHWAY
 CE0362'CENTER, 9.8 M (32.2 FT) EAST OF THE STREET CENTERLINE, AND 1.4 M (4.6
 CE0362'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0363 ***********************************************************************
 CE0363  DESIGNATION -  L 1384
 CE0363  PID         -  CE0363
 CE0363  STATE/COUNTY-  TX/EL PASO
 CE0363  USGS QUAD   -  EL PASO (1997)
 CE0363
 CE0363                         *CURRENT SURVEY CONTROL
 CE0363  ___________________________________________________________________
 CE0363* NAD 83(1986)-  31 46 35.     (N)    106 27 42.     (W)     SCALED    
 CE0363* NAVD 88     -      1130.602  (meters)    3709.32   (feet)  ADJUSTED  
 CE0363  ___________________________________________________________________
 CE0363  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0363  DYNAMIC HT  -        1128.892 (meters)    3703.71  (feet)  COMP
 CE0363  MODELED GRAV-     979,088.9   (mgal)                       NAVD 88
 CE0363
 CE0363  VERT ORDER  -  FIRST     CLASS I
 CE0363
 CE0363.The horizontal coordinates were scaled from a topographic map and have
 CE0363.an estimated accuracy of +/- 6 seconds.
 CE0363
 CE0363.The orthometric height was determined by differential leveling
 CE0363.and adjusted by the National Geodetic Survey in November 1996..
 CE0363
 CE0363.The geoid height was determined by GEOID03.
 CE0363
 CE0363.The dynamic height is computed by dividing the NAVD 88
 CE0363.geopotential number by the normal gravity value computed on the
 CE0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0363.degrees latitude (g = 980.6199 gals.).
 CE0363
 CE0363.The modeled gravity was interpolated from observed gravity values.
 CE0363
 CE0363;                    North         East    Units  Estimated Accuracy
 CE0363;SPC TX C     - 3,249,870.      119,820.      MT  (+/- 180 meters Scaled)
 CE0363
 CE0363                          SUPERSEDED SURVEY CONTROL
 CE0363
 CE0363  NAVD 88 (06/15/91) 1130.645  (m)         3709.46   (f) UNKNOWN     1 1
 CE0363
 CE0363.Superseded values are not recommended for survey control.
 CE0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0363.See file dsdata.txt to determine how the superseded data were derived.
 CE0363
 CE0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR615165(NAD 83)
 CE0363_MARKER: DV = VERTICAL CONTROL DISK
 CE0363_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CE0363_SP_SET: PIER
 CE0363_STAMPING: L 1384 1981
 CE0363_MARK LOGO: NGS   
 CE0363_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0363+STABILITY: POSITION/ELEVATION WELL
 CE0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CE0363+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1996
 CE0363
 CE0363  HISTORY     - Date     Condition        Report By
 CE0363  HISTORY     - 1981     MONUMENTED       NGS
 CE0363  HISTORY     - 19921123 GOOD             NGS
 CE0363  HISTORY     - 19960206 GOOD             NGS
 CE0363
 CE0363                          STATION DESCRIPTION
 CE0363
 CE0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0363'IN EL PASO.
 CE0363'THE MARK IS 1.5 M ABOVE THE GROUND.
 CE0363'IN EL PASO, AT THE JUNCTION OF PIEDRAS STREET AND DURAZNO AVENUE,
 CE0363'SET VERTICALLY IN THE NORTH FACE OF THE MOST EASTERLY ONE OF FOUR
 CE0363'CONCRETE PIERS, NORTH OF THE TRACKS, OF THE STREET OVERPASS, 8.5
 CE0363'METERS (28.0 FT) SOUTH OF THE CENTER OF THE AVENUE AND 7.6 METERS
 CE0363'(25.0 FT) WEST OF THE CENTER OF THE STREET.
 CE0363
 CE0363                          STATION RECOVERY (1992)
 CE0363
 CE0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0363'IN EL PASO, AT THE INTERSECTION OF PIEDRAS STREET AND DURAZNO AVENUE,
 CE0363'SET VERTICALLY IN THE NORTH FACE OF THE MOST EASTERLY OF 2 CONCRETE
 CE0363'COLUMNS OF THE THIRD PIER SOUTH OF THE NORTH ABUTMENT OF THE STREET
 CE0363'OVERPASS OF THE AVENUE, 8.5 M (27.9 FT) SOUTH OF THE AVENUE CENTER,
 CE0363'7.6 M (24.9 FT) WEST OF THE STREET CENTER, AND 1.5 M (4.9 FT) ABOVE
 CE0363'THE GROUND SURFACE.
 CE0363
 CE0363                          STATION RECOVERY (1996)
 CE0363
 CE0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 CE0363'IN EL PASO, AT THE INTERSECTION OF PIEDRAS STREET AND DURAZNO AVENUE,
 CE0363'SET VERTICALLY IN THE NORTH FACE OF THE MOST EASTERLY OF 2 CONCRETE
 CE0363'COLUMNS OF THE 3RD PIER SOUTH OF THE NORTH ABUTMENT OF THE STREET
 CE0363'OVERPASS OF THE AVENUE, 8.5 M (27.9 FT) SOUTH OF THE DRIVE CENTER, 7.6
 CE0363'M (24.9 FT) WEST OF THE STREET CENTER, AND 1.5 M (4.9 FT) ABOVE THE
 CE0363'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1048 ***********************************************************************
 AH1048  DESIGNATION -  L 1385
 AH1048  PID         -  AH1048
 AH1048  STATE/COUNTY-  TX/NUECES
 AH1048  USGS QUAD   -  DRISCOLL EAST (1975)
 AH1048
 AH1048                         *CURRENT SURVEY CONTROL
 AH1048  ___________________________________________________________________
 AH1048* NAD 83(1986)-  27 41 27.     (N)    097 44 27.     (W)     SCALED    
 AH1048* NAVD 88     -        20.033  (meters)      65.72   (feet)  ADJUSTED  
 AH1048  ___________________________________________________________________
 AH1048  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH1048  DYNAMIC HT  -          20.002 (meters)      65.62  (feet)  COMP
 AH1048  MODELED GRAV-     979,110.2   (mgal)                       NAVD 88
 AH1048
 AH1048  VERT ORDER  -  FIRST     CLASS II
 AH1048
 AH1048.The horizontal coordinates were scaled from a topographic map and have
 AH1048.an estimated accuracy of +/- 6 seconds.
 AH1048
 AH1048.The orthometric height was determined by differential leveling
 AH1048.and adjusted by the National Geodetic Survey in June 1991..
 AH1048
 AH1048.The geoid height was determined by GEOID03.
 AH1048
 AH1048.The dynamic height is computed by dividing the NAVD 88
 AH1048.geopotential number by the normal gravity value computed on the
 AH1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1048.degrees latitude (g = 980.6199 gals.).
 AH1048
 AH1048.The modeled gravity was interpolated from observed gravity values.
 AH1048
 AH1048;                    North         East    Units  Estimated Accuracy
 AH1048;SPC TX S     - 5,224,490.      374,880.      MT  (+/- 180 meters Scaled)
 AH1048
 AH1048                          SUPERSEDED SURVEY CONTROL
 AH1048
 AH1048.No superseded survey control is available for this station.
 AH1048
 AH1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR241635(NAD 83)
 AH1048_MARKER: I = METAL ROD
 AH1048_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH1048_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AH1048_STAMPING: L 1385 1981
 AH1048_MARK LOGO: NGS   
 AH1048_PROJECTION: RECESSED 3 CENTIMETERS
 AH1048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH1048+STABILITY: POSITION/ELEVATION WELL
 AH1048_ROD/PIPE-DEPTH: 18.2 meters
 AH1048_SLEEVE-DEPTH  : 14.0 meters
 AH1048
 AH1048  HISTORY     - Date     Condition        Report By
 AH1048  HISTORY     - 1981     MONUMENTED       NGS
 AH1048  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH1048
 AH1048                          STATION DESCRIPTION
 AH1048
 AH1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AH1048'2.1 KM (1.35 MI) NE FROM DRISCOLL.
 AH1048'2.1 KM (1.35 MI) NORTHEAST ALONG U.S. HIGHWAY 77 NORTHBOUND FROM THE
 AH1048'JUNCTION OF FARM ROAD 665 IN DRISCOLL, AT THE COASTAL BEND YOUTH CITY
 AH1048'AND SET BY THE FLAG POLE, 100.5 METERS (330.0 FT) WEST-NORTHWEST OF
 AH1048'THE CENTERLINE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 77, 74.0 METERS
 AH1048'(243.0 FT) WEST-NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN
 AH1048'PACIFIC RAILROAD, 38.7 METERS (127.0 FT) SOUTHWEST OF THE SOUTHEAST
 AH1048'CORNER OF COTTAGE NUMBER 1, 35.3 METERS (116.0 FT) EAST-SOUTHEAST OF
 AH1048'THE SOUTHEAST CORNER OF THE MAIN BUILDING, 45.1 METERS (148.0 FT)
 AH1048'NORTHEAST OF THE NORTHEAST CORNER OF COTTAGE NUMBER 4, 11.1 METERS
 AH1048'(36.5 FT) NORTH OF THE NORTH CURB OF THE MAIN PARKING LOT, 3.3 METERS
 AH1048'(11.0 FT) SOUTH OF THE FLAGPOLE.
 AH1048
 AH1048                          STATION RECOVERY (2001)
 AH1048
 AH1048'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 AH1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0816 ***********************************************************************
 CD0816  DESIGNATION -  L 1389
 CD0816  PID         -  CD0816
 CD0816  STATE/COUNTY-  TX/HUDSPETH
 CD0816  USGS QUAD   -  HACKETT PEAK (1964)
 CD0816
 CD0816                         *CURRENT SURVEY CONTROL
 CD0816  ___________________________________________________________________
 CD0816* NAD 83(1986)-  31 03 12.     (N)    104 56 55.     (W)     SCALED    
 CD0816* NAVD 88     -      1393.738  (meters)    4572.62   (feet)  ADJUSTED  
 CD0816  ___________________________________________________________________
 CD0816  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CD0816  DYNAMIC HT  -        1391.513 (meters)    4565.32  (feet)  COMP
 CD0816  MODELED GRAV-     978,995.7   (mgal)                       NAVD 88
 CD0816
 CD0816  VERT ORDER  -  FIRST     CLASS II
 CD0816
 CD0816.The horizontal coordinates were scaled from a topographic map and have
 CD0816.an estimated accuracy of +/- 6 seconds.
 CD0816
 CD0816.The orthometric height was determined by differential leveling
 CD0816.and adjusted by the National Geodetic Survey in June 1991..
 CD0816
 CD0816.The geoid height was determined by GEOID03.
 CD0816
 CD0816.The dynamic height is computed by dividing the NAVD 88
 CD0816.geopotential number by the normal gravity value computed on the
 CD0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0816.degrees latitude (g = 980.6199 gals.).
 CD0816
 CD0816.The modeled gravity was interpolated from observed gravity values.
 CD0816
 CD0816;                    North         East    Units  Estimated Accuracy
 CD0816;SPC TX C     - 3,162,860.      259,650.      MT  (+/- 180 meters Scaled)
 CD0816
 CD0816                          SUPERSEDED SURVEY CONTROL
 CD0816
 CD0816.No superseded survey control is available for this station.
 CD0816
 CD0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ049355(NAD 83)
 CD0816_MARKER: DB = BENCH MARK DISK
 CD0816_SETTING: 66 = SET IN ROCK OUTCROP
 CD0816_SP_SET: ROCK OUTCROP
 CD0816_STAMPING: L 1389 1981
 CD0816_MARK LOGO: NGS   
 CD0816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0816+STABILITY: POSITION/ELEVATION WELL
 CD0816
 CD0816  HISTORY     - Date     Condition        Report By
 CD0816  HISTORY     - 1981     MONUMENTED       NGS
 CD0816
 CD0816                          STATION DESCRIPTION
 CD0816
 CD0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0816'11.5 KM (7.15 MI) WEST FROM VAN HORN.
 CD0816'11.5 KM (7.15 MI) WESTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0816'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, IN TOP OF A 3 BY 6 FT
 CD0816'EXPOSED AREA OF OUTCROPPING BEDROCK, 42.1 METERS (138.0 FT)
 CD0816'NORTH-NORTHWEST AND ACROSS THE THE EAST BOUND LANES OF THE HIGHWAY
 CD0816'FROM MILEPOST 133, 36.3 METERS (119.0 FT) SOUTH OF THE CENTERLINE
 CD0816'OF THE WEST BOUND LANES OF THE HIGHWAY AND 25.9 METERS (85.0 FT)
 CD0816'NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CD0816'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CD0816'THE MARK IS 4.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0034 ***********************************************************************
 FL0034  DESIGNATION -  L 139
 FL0034  PID         -  FL0034
 FL0034  STATE/COUNTY-  TX/WHEELER
 FL0034  USGS QUAD   -  BRISCOE (1963)
 FL0034
 FL0034                         *CURRENT SURVEY CONTROL
 FL0034  ___________________________________________________________________
 FL0034* NAD 83(1986)-  35 31 37.     (N)    100 18 07.     (W)     SCALED    
 FL0034* NAVD 88     -       774.781  (meters)    2541.93   (feet)  ADJUSTED  
 FL0034  ___________________________________________________________________
 FL0034  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 FL0034  DYNAMIC HT  -         773.946 (meters)    2539.19  (feet)  COMP
 FL0034  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 FL0034
 FL0034  VERT ORDER  -  FIRST     CLASS II
 FL0034
 FL0034.The horizontal coordinates were scaled from a topographic map and have
 FL0034.an estimated accuracy of +/- 6 seconds.
 FL0034
 FL0034.The orthometric height was determined by differential leveling
 FL0034.and adjusted by the National Geodetic Survey in June 1991..
 FL0034
 FL0034.The geoid height was determined by GEOID03.
 FL0034
 FL0034.The dynamic height is computed by dividing the NAVD 88
 FL0034.geopotential number by the normal gravity value computed on the
 FL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0034.degrees latitude (g = 980.6199 gals.).
 FL0034
 FL0034.The modeled gravity was interpolated from observed gravity values.
 FL0034
 FL0034;                    North         East    Units  Estimated Accuracy
 FL0034;SPC TX N     - 1,170,050.      308,650.      MT  (+/- 180 meters Scaled)
 FL0034
 FL0034                          SUPERSEDED SURVEY CONTROL
 FL0034
 FL0034  NGVD 29 (??/??/92)  774.449  (m)         2540.84   (f) ADJ UNCH    1 2
 FL0034
 FL0034.Superseded values are not recommended for survey control.
 FL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0034.See file dsdata.txt to determine how the superseded data were derived.
 FL0034
 FL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE819322(NAD 83)
 FL0034_MARKER: DB = BENCH MARK DISK
 FL0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0034_STAMPING: L-139 1933
 FL0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0034+STABILITY: SURFACE MOTION
 FL0034
 FL0034  HISTORY     - Date     Condition        Report By
 FL0034  HISTORY     - 1933     MONUMENTED       CGS
 FL0034  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0034
 FL0034                          STATION DESCRIPTION
 FL0034
 FL0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FL0034'6.1 MI N FROM WHEELER.
 FL0034'6.1 MILES NORTH OF WHEELER COUNTY COURT HOUSE AT WHEELER 180 FEET
 FL0034'SOUTHEAST OF CONCRETE CULVERT UNDER HIGHWAY U.S. 83, 54 FEET EAST OF
 FL0034'CENTER LINE OF HIGHWAY U.S. 83, ON HIGHWAY RIGHT OF WAY LINE, AT NORTH
 FL0034'END OF 6 FOOT CUT.
 FL0034
 FL0034                          STATION RECOVERY (1963)
 FL0034
 FL0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0849 ***********************************************************************
 CD0849  DESIGNATION -  L 1390
 CD0849  PID         -  CD0849
 CD0849  STATE/COUNTY-  TX/REEVES
 CD0849  USGS QUAD   -  SCREW BEAN DRAW NE (1973)
 CD0849
 CD0849                         *CURRENT SURVEY CONTROL
 CD0849  ___________________________________________________________________
 CD0849* NAD 83(1986)-  31 57 31.     (N)    104 00 09.     (W)     SCALED    
 CD0849* NAVD 88     -       883.502  (meters)    2898.62   (feet)  ADJUSTED  
 CD0849  ___________________________________________________________________
 CD0849  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CD0849  DYNAMIC HT  -         882.204 (meters)    2894.36  (feet)  COMP
 CD0849  MODELED GRAV-     979,141.6   (mgal)                       NAVD 88
 CD0849
 CD0849  VERT ORDER  -  FIRST     CLASS II
 CD0849
 CD0849.The horizontal coordinates were scaled from a topographic map and have
 CD0849.an estimated accuracy of +/- 6 seconds.
 CD0849
 CD0849.The orthometric height was determined by differential leveling
 CD0849.and adjusted by the National Geodetic Survey in June 1991..
 CD0849
 CD0849.The geoid height was determined by GEOID03.
 CD0849
 CD0849.The dynamic height is computed by dividing the NAVD 88
 CD0849.geopotential number by the normal gravity value computed on the
 CD0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0849.degrees latitude (g = 980.6199 gals.).
 CD0849
 CD0849.The modeled gravity was interpolated from observed gravity values.
 CD0849
 CD0849;                    North         East    Units  Estimated Accuracy
 CD0849;SPC TX C     - 3,259,810.      353,190.      MT  (+/- 180 meters Scaled)
 CD0849
 CD0849                          SUPERSEDED SURVEY CONTROL
 CD0849
 CD0849.No superseded survey control is available for this station.
 CD0849
 CD0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER942362(NAD 83)
 CD0849_MARKER: DB = BENCH MARK DISK
 CD0849_SETTING: 66 = SET IN ROCK OUTCROP
 CD0849_SP_SET: ROCK OUTCROP
 CD0849_STAMPING: L 1390 1981
 CD0849_MARK LOGO: NGS   
 CD0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0849+STABILITY: POSITION/ELEVATION WELL
 CD0849
 CD0849  HISTORY     - Date     Condition        Report By
 CD0849  HISTORY     - 1981     MONUMENTED       NGS
 CD0849
 CD0849                          STATION DESCRIPTION
 CD0849
 CD0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0849'17.1 KM (10.65 MI) NW FROM ORLA.
 CD0849'17.1 KM (10.65 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CD0849'WITH FARM ROAD 652 IN ORLA, IN TOP OF THE NORTHWEST END OF A 1X5 FOOT
 CD0849'EXPOSED AREA OF ROCK OUTCROPPING, 0.2 KM (0.15 MI) NORTHWEST OF A
 CD0849'GRAVELED ROAD LEADING WEST, 15.9 METERS (52.3 FT) NORTHEAST OF THE
 CD0849'CENTERLINE OF THE HIGHWAY, AND 3.1 METERS (10.0 FT) SOUTHWEST OF A
 CD0849'FENCE.
 CD0849'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CD0849'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0558 ***********************************************************************
 CC0558  DESIGNATION -  L 1391
 CC0558  PID         -  CC0558
 CC0558  STATE/COUNTY-  TX/REEVES
 CC0558  USGS QUAD   -  NARROW BOW DRAW (1961)
 CC0558
 CC0558                         *CURRENT SURVEY CONTROL
 CC0558  ___________________________________________________________________
 CC0558* NAD 83(1986)-  31 40 43.     (N)    103 46 36.     (W)     SCALED    
 CC0558* NAVD 88     -       878.245  (meters)    2881.38   (feet)  ADJUSTED  
 CC0558  ___________________________________________________________________
 CC0558  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CC0558  DYNAMIC HT  -         876.945 (meters)    2877.11  (feet)  COMP
 CC0558  MODELED GRAV-     979,131.5   (mgal)                       NAVD 88
 CC0558
 CC0558  VERT ORDER  -  FIRST     CLASS II
 CC0558
 CC0558.The horizontal coordinates were scaled from a topographic map and have
 CC0558.an estimated accuracy of +/- 6 seconds.
 CC0558
 CC0558.The orthometric height was determined by differential leveling
 CC0558.and adjusted by the National Geodetic Survey in June 1991..
 CC0558
 CC0558.The geoid height was determined by GEOID03.
 CC0558
 CC0558.The dynamic height is computed by dividing the NAVD 88
 CC0558.geopotential number by the normal gravity value computed on the
 CC0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0558.degrees latitude (g = 980.6199 gals.).
 CC0558
 CC0558.The modeled gravity was interpolated from observed gravity values.
 CC0558
 CC0558;                    North         East    Units  Estimated Accuracy
 CC0558;SPC TX C     - 3,228,090.      373,570.      MT  (+/- 180 meters Scaled)
 CC0558
 CC0558                          SUPERSEDED SURVEY CONTROL
 CC0558
 CC0558.No superseded survey control is available for this station.
 CC0558
 CC0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFR159054(NAD 83)
 CC0558_MARKER: I = METAL ROD
 CC0558_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CC0558+WITH SETTING: INFORMATION.
 CC0558_SP_SET: SHALLOW SET METAL ROD
 CC0558_STAMPING: L 1391 1981
 CC0558_MARK LOGO: NGS   
 CC0558_PROJECTION: FLUSH
 CC0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0558_ROD/PIPE-DEPTH: 2.1  meters
 CC0558
 CC0558  HISTORY     - Date     Condition        Report By
 CC0558  HISTORY     - 1981     MONUMENTED       NGS
 CC0558
 CC0558                          STATION DESCRIPTION
 CC0558
 CC0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0558'20.3 KM (12.6 MI) SE FROM ORLA.
 CC0558'20.3 KM (12.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CC0558'WITH FARM ROAD 652 IN ORLA, 1.0 KM (0.6 MI) NORTHWEST OF A GRAVELED
 CC0558'ROAD LEADING WEST, 0.4 KM (0.25 MI) SOUTHEAST OF A FIELD ROAD LEADING
 CC0558'WEST, AT A CURVE IN THE HIGHWAY, 17.9 METERS (58.6 FT) NORTH-NORTHEAST
 CC0558'OF THE CENTERLINE OF THE HIGHWAY, AND 14.8 METERS (48.5 FT)
 CC0558'WEST-NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER.  NOTE=REFUSAL WAS
 CC0558'REACHED AT 2.1 METERS (7.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH
 CC0558'A 5-INCH LOGO CAP.
 CC0558'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST AND FENCE
 CC0558'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0835 ***********************************************************************
 CD0835  DESIGNATION -  L 1392
 CD0835  PID         -  CD0835
 CD0835  STATE/COUNTY-  TX/HUDSPETH
 CD0835  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0835
 CD0835                         *CURRENT SURVEY CONTROL
 CD0835  ___________________________________________________________________
 CD0835* NAD 83(1986)-  31 48 55.     (N)    105 40 37.     (W)     SCALED    
 CD0835* NAVD 88     -      1469.382  (meters)    4820.80   (feet)  ADJUSTED  
 CD0835  ___________________________________________________________________
 CD0835  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CD0835  DYNAMIC HT  -        1467.098 (meters)    4813.30  (feet)  COMP
 CD0835  MODELED GRAV-     979,033.9   (mgal)                       NAVD 88
 CD0835
 CD0835  VERT ORDER  -  FIRST     CLASS II
 CD0835
 CD0835.The horizontal coordinates were scaled from a topographic map and have
 CD0835.an estimated accuracy of +/- 6 seconds.
 CD0835
 CD0835.The orthometric height was determined by differential leveling
 CD0835.and adjusted by the National Geodetic Survey in June 1991..
 CD0835
 CD0835.The geoid height was determined by GEOID03.
 CD0835
 CD0835.The dynamic height is computed by dividing the NAVD 88
 CD0835.geopotential number by the normal gravity value computed on the
 CD0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0835.degrees latitude (g = 980.6199 gals.).
 CD0835
 CD0835.The modeled gravity was interpolated from observed gravity values.
 CD0835
 CD0835;                    North         East    Units  Estimated Accuracy
 CD0835;SPC TX C     - 3,250,340.      194,260.      MT  (+/- 180 meters Scaled)
 CD0835
 CD0835                          SUPERSEDED SURVEY CONTROL
 CD0835
 CD0835.No superseded survey control is available for this station.
 CD0835
 CD0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR359201(NAD 83)
 CD0835_MARKER: DB = BENCH MARK DISK
 CD0835_SETTING: 66 = SET IN ROCK OUTCROP
 CD0835_SP_SET: ROCK OUTCROP
 CD0835_STAMPING: L 1392 1981
 CD0835_MARK LOGO: NGS   
 CD0835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0835+STABILITY: POSITION/ELEVATION WELL
 CD0835
 CD0835  HISTORY     - Date     Condition        Report By
 CD0835  HISTORY     - 1981     MONUMENTED       NGS
 CD0835
 CD0835                          STATION DESCRIPTION
 CD0835
 CD0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0835'74.7 KM (46.4 MI) EAST FROM EL PASO.
 CD0835'74.7 KM (46.4 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CD0835'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CD0835'0.2 KM (0.1 MI) EAST-SOUTHEAST OF A ROAD LEADING SOUTH-SOUTHEAST
 CD0835'TO A GRAVEL PIT, 12.8 METERS (42.0 FT) NORTH-NORTHEAST OF THE
 CD0835'CENTERLINE OF THE HIGHWAY AND 10.5 METERS (34.5 FT) SOUTH-SOUTHWEST OF
 CD0835'A FENCE.
 CD0835'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 CD0835'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0756 ***********************************************************************
 CD0756  DESIGNATION -  L 1393
 CD0756  PID         -  CD0756
 CD0756  STATE/COUNTY-  TX/HUDSPETH
 CD0756  USGS QUAD   -  ACALA (1972)
 CD0756
 CD0756                         *CURRENT SURVEY CONTROL
 CD0756  ___________________________________________________________________
 CD0756* NAD 83(1986)-  31 21 00.     (N)    105 55 44.     (W)     SCALED    
 CD0756* NAVD 88     -      1080.951  (meters)    3546.42   (feet)  ADJUSTED  
 CD0756  ___________________________________________________________________
 CD0756  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CD0756  DYNAMIC HT  -        1079.254 (meters)    3540.85  (feet)  COMP
 CD0756  MODELED GRAV-     979,034.6   (mgal)                       NAVD 88
 CD0756
 CD0756  VERT ORDER  -  FIRST     CLASS II
 CD0756
 CD0756.The horizontal coordinates were scaled from a topographic map and have
 CD0756.an estimated accuracy of +/- 6 seconds.
 CD0756
 CD0756.The orthometric height was determined by differential leveling
 CD0756.and adjusted by the National Geodetic Survey in June 1991..
 CD0756
 CD0756.The geoid height was determined by GEOID03.
 CD0756
 CD0756.The dynamic height is computed by dividing the NAVD 88
 CD0756.geopotential number by the normal gravity value computed on the
 CD0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0756.degrees latitude (g = 980.6199 gals.).
 CD0756
 CD0756.The modeled gravity was interpolated from observed gravity values.
 CD0756
 CD0756;                    North         East    Units  Estimated Accuracy
 CD0756;SPC TX C     - 3,200,000.      167,840.      MT  (+/- 180 meters Scaled)
 CD0756
 CD0756                          SUPERSEDED SURVEY CONTROL
 CD0756
 CD0756.No superseded survey control is available for this station.
 CD0756
 CD0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ116687(NAD 83)
 CD0756_MARKER: I = METAL ROD
 CD0756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0756_SP_SET: STAINLESS STEEL ROD
 CD0756_STAMPING: L 1393 1981
 CD0756_MARK LOGO: NGS   
 CD0756_PROJECTION: FLUSH
 CD0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0756_ROD/PIPE-DEPTH: 14.9 meters
 CD0756
 CD0756  HISTORY     - Date     Condition        Report By
 CD0756  HISTORY     - 1981     MONUMENTED       NGS
 CD0756  HISTORY     - 1990     GOOD             USPSQD
 CD0756
 CD0756                          STATION DESCRIPTION
 CD0756
 CD0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0756'27.4 KM (17.05 MI) SE FROM FABENS.
 CD0756'27.4 KM (17.05 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CD0756'POST OFFICE IN FABENS, 11.9 METERS (39.0 FT) NORTHEAST OF THE
 CD0756'CENTERLINE OF THE HIGHWAY, 4.9 METERS (16.1 FT) NORTHWEST OF THE
 CD0756'CENTER OF A TRACK ROAD AND 0.3 METER (1.0 FT) SOUTH OF A FENCE.
 CD0756'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CD0756'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CD0756
 CD0756                          STATION RECOVERY (1990)
 CD0756
 CD0756'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CD0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0386 ***********************************************************************
 CE0386  DESIGNATION -  L 1394
 CE0386  PID         -  CE0386
 CE0386  STATE/COUNTY-  TX/EL PASO
 CE0386  USGS QUAD   -  TORNILLO (1972)
 CE0386
 CE0386                         *CURRENT SURVEY CONTROL
 CE0386  ___________________________________________________________________
 CE0386* NAD 83(1986)-  31 24 31.     (N)    106 01 50.     (W)     SCALED    
 CE0386* NAVD 88     -      1090.190  (meters)    3576.73   (feet)  ADJUSTED  
 CE0386  ___________________________________________________________________
 CE0386  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0386  DYNAMIC HT  -        1088.489 (meters)    3571.15  (feet)  COMP
 CE0386  MODELED GRAV-     979,043.0   (mgal)                       NAVD 88
 CE0386
 CE0386  VERT ORDER  -  FIRST     CLASS II
 CE0386
 CE0386.The horizontal coordinates were scaled from a topographic map and have
 CE0386.an estimated accuracy of +/- 6 seconds.
 CE0386
 CE0386.The orthometric height was determined by differential leveling
 CE0386.and adjusted by the National Geodetic Survey in June 1991..
 CE0386
 CE0386.The geoid height was determined by GEOID03.
 CE0386
 CE0386.The dynamic height is computed by dividing the NAVD 88
 CE0386.geopotential number by the normal gravity value computed on the
 CE0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0386.degrees latitude (g = 980.6199 gals.).
 CE0386
 CE0386.The modeled gravity was interpolated from observed gravity values.
 CE0386
 CE0386;                    North         East    Units  Estimated Accuracy
 CE0386;SPC TX C     - 3,206,980.      158,510.      MT  (+/- 180 meters Scaled)
 CE0386
 CE0386                          SUPERSEDED SURVEY CONTROL
 CE0386
 CE0386.No superseded survey control is available for this station.
 CE0386
 CE0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ020753(NAD 83)
 CE0386_MARKER: I = METAL ROD
 CE0386_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CE0386_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CE0386_STAMPING: L 1394 1981
 CE0386_MARK LOGO: NGS   
 CE0386_PROJECTION: FLUSH
 CE0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0386+STABILITY: POSITION/ELEVATION WELL
 CE0386_ROD/PIPE-DEPTH: 9.8  meters
 CE0386_SLEEVE-DEPTH  : 9.1 meters
 CE0386
 CE0386  HISTORY     - Date     Condition        Report By
 CE0386  HISTORY     - 1981     MONUMENTED       NGS
 CE0386  HISTORY     - 1990     GOOD             USPSQD
 CE0386
 CE0386                          STATION DESCRIPTION
 CE0386
 CE0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CE0386'15.6 KM (9.7 MI) SE FROM FABENS.
 CE0386'15.6 KM (9.7 MI) SOUTHEAST ALONG STATE HIGHWAY 20 FROM THE
 CE0386'POST OFFICE IN FABENS, AT THE SOUTHWEST CORNER OF THE EL PASO
 CE0386'ELECTRIC COMPANY ALAMO SUBSTATION, 48.6 METERS (159.5 FT) NORTHEAST
 CE0386'OF THE CENTERLINE OF THE HIGHWAY, 10.1 METERS (33.3 FT) EAST OF THE
 CE0386'NORTHWEST CORNER OF A CHAIN LINK FENCE AND 0.8 METERS (2.7 FT)
 CE0386'SOUTHWEST OF THE FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CE0386'5-INCH LOGO CAP.
 CE0386'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CE0386'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 CE0386
 CE0386                          STATION RECOVERY (1990)
 CE0386
 CE0386'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 CE0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0863 ***********************************************************************
 CD0863  DESIGNATION -  L 1395
 CD0863  PID         -  CD0863
 CD0863  STATE/COUNTY-  TX/CULBERSON
 CD0863  USGS QUAD   -  PLATEAU (1979)
 CD0863
 CD0863                         *CURRENT SURVEY CONTROL
 CD0863  ___________________________________________________________________
 CD0863* NAD 83(1986)-  31 03 30.     (N)    104 33 16.     (W)     SCALED    
 CD0863* NAVD 88     -      1204.559  (meters)    3951.96   (feet)  ADJUSTED  
 CD0863  ___________________________________________________________________
 CD0863  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 CD0863  DYNAMIC HT  -        1202.687 (meters)    3945.82  (feet)  COMP
 CD0863  MODELED GRAV-     979,044.7   (mgal)                       NAVD 88
 CD0863
 CD0863  VERT ORDER  -  FIRST     CLASS II
 CD0863
 CD0863.The horizontal coordinates were scaled from a topographic map and have
 CD0863.an estimated accuracy of +/- 6 seconds.
 CD0863
 CD0863.The orthometric height was determined by differential leveling
 CD0863.and adjusted by the National Geodetic Survey in June 1991..
 CD0863
 CD0863.The geoid height was determined by GEOID03.
 CD0863
 CD0863.The dynamic height is computed by dividing the NAVD 88
 CD0863.geopotential number by the normal gravity value computed on the
 CD0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0863.degrees latitude (g = 980.6199 gals.).
 CD0863
 CD0863.The modeled gravity was interpolated from observed gravity values.
 CD0863
 CD0863;                    North         East    Units  Estimated Accuracy
 CD0863;SPC TX C     - 3,161,920.      297,260.      MT  (+/- 180 meters Scaled)
 CD0863
 CD0863                          SUPERSEDED SURVEY CONTROL
 CD0863
 CD0863.No superseded survey control is available for this station.
 CD0863
 CD0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ425361(NAD 83)
 CD0863_MARKER: I = METAL ROD
 CD0863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CD0863_SP_SET: STAINLESS STEEL ROD
 CD0863_STAMPING: L 1395 1981
 CD0863_MARK LOGO: NGS   
 CD0863_PROJECTION: FLUSH
 CD0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CD0863_ROD/PIPE-DEPTH: 5.2  meters
 CD0863
 CD0863  HISTORY     - Date     Condition        Report By
 CD0863  HISTORY     - 1981     MONUMENTED       NGS
 CD0863
 CD0863                          STATION DESCRIPTION
 CD0863
 CD0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0863'26.9 KM (16.7 MI) EAST FROM VAN HORN.
 CD0863'26.9 KM (16.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0863'JUNCTION WITH U.S. HIGHWAY 90 IN VAN HORN, 0.6 KM (0.35 MI) WEST
 CD0863'OF MILE POST 157, 0.3 KM (0.2 MI) EAST OF A DIRT ROAD LEADING NORTH,
 CD0863'46.9 METERS (154.0 FT) NORTH OF THE CENTERLINE OF A FRONTAGE ROAD,
 CD0863'AND 27.1 METERS (89.0 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS
 CD0863'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CD0863'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CD0863'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0891 ***********************************************************************
 CD0891  DESIGNATION -  L 1396
 CD0891  PID         -  CD0891
 CD0891  STATE/COUNTY-  TX/JEFF DAVIS
 CD0891  USGS QUAD   -  KENT (1970)
 CD0891
 CD0891                         *CURRENT SURVEY CONTROL
 CD0891  ___________________________________________________________________
 CD0891* NAD 83(1986)-  31 04 22.     (N)    104 07 41.     (W)     SCALED    
 CD0891* NAVD 88     -      1247.173  (meters)    4091.77   (feet)  ADJUSTED  
 CD0891  ___________________________________________________________________
 CD0891  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 CD0891  DYNAMIC HT  -        1245.242 (meters)    4085.43  (feet)  COMP
 CD0891  MODELED GRAV-     979,048.8   (mgal)                       NAVD 88
 CD0891
 CD0891  VERT ORDER  -  FIRST     CLASS II
 CD0891
 CD0891.The horizontal coordinates were scaled from a topographic map and have
 CD0891.an estimated accuracy of +/- 6 seconds.
 CD0891
 CD0891.The orthometric height was determined by differential leveling
 CD0891.and adjusted by the National Geodetic Survey in June 1991..
 CD0891
 CD0891.The geoid height was determined by GEOID03.
 CD0891
 CD0891.The dynamic height is computed by dividing the NAVD 88
 CD0891.geopotential number by the normal gravity value computed on the
 CD0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0891.degrees latitude (g = 980.6199 gals.).
 CD0891
 CD0891.The modeled gravity was interpolated from observed gravity values.
 CD0891
 CD0891;                    North         East    Units  Estimated Accuracy
 CD0891;SPC TX C     - 3,162,050.      337,980.      MT  (+/- 180 meters Scaled)
 CD0891
 CD0891                          SUPERSEDED SURVEY CONTROL
 CD0891
 CD0891.No superseded survey control is available for this station.
 CD0891
 CD0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ831379(NAD 83)
 CD0891_MARKER: DB = BENCH MARK DISK
 CD0891_SETTING: 66 = SET IN ROCK OUTCROP
 CD0891_SP_SET: ROCK OUTCROP
 CD0891_STAMPING: L 1396 1981
 CD0891_MARK LOGO: NGS   
 CD0891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0891+STABILITY: POSITION/ELEVATION WELL
 CD0891
 CD0891  HISTORY     - Date     Condition        Report By
 CD0891  HISTORY     - 1981     MONUMENTED       NGS
 CD0891
 CD0891                          STATION DESCRIPTION
 CD0891
 CD0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CD0891'8.8 KM (5.45 MI) EAST FROM KENT.
 CD0891'8.8 KM (5.45 MI) EASTERLY ALONG INTERSTATE HIGHWAY 10 FROM ITS
 CD0891'JUNCTION WITH FARM ROAD 2424 AND STATE HIGHWAY 118 IN KENT, IN
 CD0891'THE TOP OF A 15X35 FT EXPOSED AREA OF BEDROCK, 0.5 KM (0.3 MI)
 CD0891'EAST OF MILE POST 182, ON THE WEST SIDE OF A SMALL MOUND, 39.3 METERS
 CD0891'(128.8 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 CD0891'HIGHWAY, AND 29.8 METERS (97.7 FT) SOUTH OF THE CENTERLINE OF THE
 CD0891'WEST BOUND LANES OF THE HIGHWAY.
 CD0891'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CD0891'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0594 ***********************************************************************
 CC0594  DESIGNATION -  L 1397
 CC0594  PID         -  CC0594
 CC0594  STATE/COUNTY-  TX/REEVES
 CC0594  USGS QUAD   -  TOYAH (1970)
 CC0594
 CC0594                         *CURRENT SURVEY CONTROL
 CC0594  ___________________________________________________________________
 CC0594* NAD 83(1986)-  31 18 41.     (N)    103 47 23.     (W)     SCALED    
 CC0594* NAVD 88     -       888.812  (meters)    2916.04   (feet)  ADJUSTED  
 CC0594  ___________________________________________________________________
 CC0594  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CC0594  DYNAMIC HT  -         887.499 (meters)    2911.74  (feet)  COMP
 CC0594  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 CC0594
 CC0594  VERT ORDER  -  FIRST     CLASS II
 CC0594
 CC0594.The horizontal coordinates were scaled from a topographic map and have
 CC0594.an estimated accuracy of +/- 6 seconds.
 CC0594
 CC0594.The orthometric height was determined by differential leveling
 CC0594.and adjusted by the National Geodetic Survey in June 1991..
 CC0594
 CC0594.The geoid height was determined by GEOID03.
 CC0594
 CC0594.The dynamic height is computed by dividing the NAVD 88
 CC0594.geopotential number by the normal gravity value computed on the
 CC0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0594.degrees latitude (g = 980.6199 gals.).
 CC0594
 CC0594.The modeled gravity was interpolated from observed gravity values.
 CC0594
 CC0594;                    North         East    Units  Estimated Accuracy
 CC0594;SPC TX C     - 3,187,440.      371,070.      MT  (+/- 180 meters Scaled)
 CC0594
 CC0594                          SUPERSEDED SURVEY CONTROL
 CC0594
 CC0594.No superseded survey control is available for this station.
 CC0594
 CC0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ151647(NAD 83)
 CC0594_MARKER: DB = BENCH MARK DISK
 CC0594_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CC0594_SP_SET: BRIDGE PIER
 CC0594_STAMPING: L 1397 1981
 CC0594_MARK LOGO: NGS   
 CC0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CC0594+STABILITY: POSITION/ELEVATION WELL
 CC0594
 CC0594  HISTORY     - Date     Condition        Report By
 CC0594  HISTORY     - 1981     MONUMENTED       NGS
 CC0594
 CC0594                          STATION DESCRIPTION
 CC0594
 CC0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0594'IN TOYAH.
 CC0594'IN TOYAH, AT THE JUNCTION OF INTERSTATE HIGHWAY 20 AND FARM ROAD
 CC0594'2903, SET VERTICALLY IN THE EAST FACE OF THE MOST NORTHERLY ONE
 CC0594'OF THREE PIERS OF THE WEST BOUND LANES OF THE HIGHWAY, 10.5 METERS
 CC0594'(34.5 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 CC0594'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0349 ***********************************************************************
 BQ0349  DESIGNATION -  L 1398
 BQ0349  PID         -  BQ0349
 BQ0349  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0349  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0349
 BQ0349                         *CURRENT SURVEY CONTROL
 BQ0349  ___________________________________________________________________
 BQ0349* NAD 83(1986)-  30 34 10.     (N)    104 28 30.     (W)     SCALED    
 BQ0349* NAVD 88     -      1360.257  (meters)    4462.78   (feet)  ADJUSTED  
 BQ0349  ___________________________________________________________________
 BQ0349  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 BQ0349  DYNAMIC HT  -        1358.008 (meters)    4455.40  (feet)  COMP
 BQ0349  MODELED GRAV-     978,940.8   (mgal)                       NAVD 88
 BQ0349
 BQ0349  VERT ORDER  -  FIRST     CLASS II
 BQ0349
 BQ0349.The horizontal coordinates were scaled from a topographic map and have
 BQ0349.an estimated accuracy of +/- 6 seconds.
 BQ0349
 BQ0349.The orthometric height was determined by differential leveling
 BQ0349.and adjusted by the National Geodetic Survey in June 1991..
 BQ0349
 BQ0349.The geoid height was determined by GEOID03.
 BQ0349
 BQ0349.The dynamic height is computed by dividing the NAVD 88
 BQ0349.geopotential number by the normal gravity value computed on the
 BQ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0349.degrees latitude (g = 980.6199 gals.).
 BQ0349
 BQ0349.The modeled gravity was interpolated from observed gravity values.
 BQ0349
 BQ0349;                    North         East    Units  Estimated Accuracy
 BQ0349;SPC TX C     - 3,107,470.      302,820.      MT  (+/- 180 meters Scaled)
 BQ0349
 BQ0349                          SUPERSEDED SURVEY CONTROL
 BQ0349
 BQ0349.No superseded survey control is available for this station.
 BQ0349
 BQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP503820(NAD 83)
 BQ0349_MARKER: I = METAL ROD
 BQ0349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0349_SP_SET: STAINLESS STEEL ROD
 BQ0349_STAMPING: L 1398 1981
 BQ0349_MARK LOGO: NGS   
 BQ0349_PROJECTION: FLUSH
 BQ0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0349+STABILITY: POSITION/ELEVATION WELL
 BQ0349_ROD/PIPE-DEPTH: 7.3  meters
 BQ0349
 BQ0349  HISTORY     - Date     Condition        Report By
 BQ0349  HISTORY     - 1981     MONUMENTED       NGS
 BQ0349  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BQ0349
 BQ0349                          STATION DESCRIPTION
 BQ0349
 BQ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0349'3.6 KM (2.25 MI) SE FROM VALENTINE.
 BQ0349'3.6 KM (2.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BQ0349'IN VALENTINE, 38.1 METERS (125.0 FT) NORTHEAST OF THE CENTERLINE OF
 BQ0349'THE HIGHWAY, 12.6 METERS (41.4 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 BQ0349'SOUTHERN PACIFIC RAILROAD, AND 1.6 METERS (5.1 FT) SOUTHEAST OF
 BQ0349'RAILROAD MILE POST 666.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 BQ0349'5-INCH LOGO CAP.
 BQ0349'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 BQ0349'THE MARK IS 1.2 M BELOW THE TRACKS.
 BQ0349
 BQ0349                          STATION RECOVERY (1996)
 BQ0349
 BQ0349'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0377 ***********************************************************************
 BQ0377  DESIGNATION -  L 1399
 BQ0377  PID         -  BQ0377
 BQ0377  STATE/COUNTY-  TX/PRESIDIO
 BQ0377  USGS QUAD   -  SAN ESTEBAN LAKE (1983)
 BQ0377
 BQ0377                         *CURRENT SURVEY CONTROL
 BQ0377  ___________________________________________________________________
 BQ0377* NAD 83(1986)-  30 11 22.     (N)    104 04 32.     (W)     SCALED    
 BQ0377* NAVD 88     -      1354.024  (meters)    4442.33   (feet)  ADJUSTED  
 BQ0377  ___________________________________________________________________
 BQ0377  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 BQ0377  DYNAMIC HT  -        1351.775 (meters)    4434.95  (feet)  COMP
 BQ0377  MODELED GRAV-     978,933.8   (mgal)                       NAVD 88
 BQ0377
 BQ0377  VERT ORDER  -  FIRST     CLASS II
 BQ0377
 BQ0377.The horizontal coordinates were scaled from a topographic map and have
 BQ0377.an estimated accuracy of +/- 6 seconds.
 BQ0377
 BQ0377.The orthometric height was determined by differential leveling
 BQ0377.and adjusted by the National Geodetic Survey in June 1991..
 BQ0377
 BQ0377.The geoid height was determined by GEOID03.
 BQ0377
 BQ0377.The dynamic height is computed by dividing the NAVD 88
 BQ0377.geopotential number by the normal gravity value computed on the
 BQ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0377.degrees latitude (g = 980.6199 gals.).
 BQ0377
 BQ0377.The modeled gravity was interpolated from observed gravity values.
 BQ0377
 BQ0377;                    North         East    Units  Estimated Accuracy
 BQ0377;SPC TXSC     - 4,271,730.      111,380.      MT  (+/- 180 meters Scaled)
 BQ0377
 BQ0377                          SUPERSEDED SURVEY CONTROL
 BQ0377
 BQ0377.No superseded survey control is available for this station.
 BQ0377
 BQ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP889401(NAD 83)
 BQ0377_MARKER: I = METAL ROD
 BQ0377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BQ0377_SP_SET: STAINLESS STEEL ROD
 BQ0377_STAMPING: L 1399 1981
 BQ0377_MARK LOGO: NGS   
 BQ0377_PROJECTION: FLUSH
 BQ0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BQ0377_ROD/PIPE-DEPTH: 4.3  meters
 BQ0377
 BQ0377  HISTORY     - Date     Condition        Report By
 BQ0377  HISTORY     - 1981     MONUMENTED       NGS
 BQ0377  HISTORY     - 1989     GOOD             USPSQD
 BQ0377  HISTORY     - 19961010 GOOD             USPSQD
 BQ0377
 BQ0377                          STATION DESCRIPTION
 BQ0377
 BQ0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BQ0377'14.4 KM (8.95 MI) SOUTH FROM MARFA.
 BQ0377'14.4 KM (8.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 BQ0377'WITH U.S. HIGHWAY 90 IN MARFA, 64.9 METERS (213.0 FT) NORTHEAST OF
 BQ0377'THE NORTHEAST CORNER OF AN 8-CHANNEL CONCRETE CULVERT, 15.1 METERS
 BQ0377'(49.4 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.5
 BQ0377'METERS (27.8 FT) NORTH OF A CONCRETE RIGHT OF WAY MARKER, AND 0.7
 BQ0377'METER (2.2 FT) SOUTHWEST OF A T-FENCE CORNER.  NOTE=ACCESS TO THE
 BQ0377'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BQ0377'THE MARK IS 0.4 METERS  WNW FROM  A WITNESS POST AND FENCE
 BQ0377'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BQ0377
 BQ0377                          STATION RECOVERY (1989)
 BQ0377
 BQ0377'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 BQ0377'RECOVERED IN GOOD CONDITION.
 BQ0377
 BQ0377                          STATION RECOVERY (1996)
 BQ0377
 BQ0377'RECOVERY NOTE BY US POWER SQUADRON 1996
 BQ0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0132 ***********************************************************************
 EN0132  DESIGNATION -  L 140
 EN0132  PID         -  EN0132
 EN0132  STATE/COUNTY-  TX/HALL
 EN0132  USGS QUAD   -  TAMPICO SIDING (1981)
 EN0132
 EN0132                         *CURRENT SURVEY CONTROL
 EN0132  ___________________________________________________________________
 EN0132* NAD 83(1986)-  34 27 18.     (N)    100 51 35.     (W)     SCALED    
 EN0132* NAVD 88     -       694.711  (meters)    2279.23   (feet)  ADJUSTED  
 EN0132  ___________________________________________________________________
 EN0132  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 EN0132  DYNAMIC HT  -         693.896 (meters)    2276.56  (feet)  COMP
 EN0132  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 EN0132
 EN0132  VERT ORDER  -  FIRST     CLASS II
 EN0132
 EN0132.The horizontal coordinates were scaled from a topographic map and have
 EN0132.an estimated accuracy of +/- 6 seconds.
 EN0132
 EN0132.The orthometric height was determined by differential leveling
 EN0132.and adjusted by the National Geodetic Survey in June 1991..
 EN0132
 EN0132.The geoid height was determined by GEOID03.
 EN0132
 EN0132.The dynamic height is computed by dividing the NAVD 88
 EN0132.geopotential number by the normal gravity value computed on the
 EN0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0132.degrees latitude (g = 980.6199 gals.).
 EN0132
 EN0132.The modeled gravity was interpolated from observed gravity values.
 EN0132
 EN0132;                    North         East    Units  Estimated Accuracy
 EN0132;SPC TX N     - 1,050,670.      258,840.      MT  (+/- 180 meters Scaled)
 EN0132
 EN0132                          SUPERSEDED SURVEY CONTROL
 EN0132
 EN0132  NGVD 29 (??/??/92)  694.409  (m)         2278.24   (f) ADJ UNCH    1 2
 EN0132
 EN0132.Superseded values are not recommended for survey control.
 EN0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0132.See file dsdata.txt to determine how the superseded data were derived.
 EN0132
 EN0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD291141(NAD 83)
 EN0132_MARKER: DB = BENCH MARK DISK
 EN0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0132_STAMPING: L 140 1933
 EN0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0132+STABILITY: SURFACE MOTION
 EN0132
 EN0132  HISTORY     - Date     Condition        Report By
 EN0132  HISTORY     - 1933     MONUMENTED       CGS
 EN0132  HISTORY     - 1934     GOOD             NGS
 EN0132
 EN0132                          STATION DESCRIPTION
 EN0132
 EN0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EN0132'4.9 MI NE FROM TURKEY.
 EN0132'4.9 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0132'THE STATION AT TURKEY, HALL COUNTY, ABOUT 5.2 MILES SOUTHWEST OF THE
 EN0132'SIGNBOARD AT TAMPICO, AT STATION 1426+18 (MILEAGE 264.08), ABOUT 10
 EN0132'RAILS NORTHEAST OF SIGN P 264.12, ABOUT 8 RAILS SOUTHWEST OF A ROAD
 EN0132'CROSSING, ABOUT 45 FEET NORTHWEST OF THE TRACK, AND 2 FEET SOUTHEAST
 EN0132'OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED 2278.240 L 140
 EN0132'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 EN0132'ABOVE GROUND.
 EN0132
 EN0132                          STATION RECOVERY (1934)
 EN0132
 EN0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EN0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0233 ***********************************************************************
 BB0233  DESIGNATION -  L 1400
 BB0233  PID         -  BB0233
 BB0233  STATE/COUNTY-  TX/PRESIDIO
 BB0233  USGS QUAD   -  SHAFTER (1983)
 BB0233
 BB0233                         *CURRENT SURVEY CONTROL
 BB0233  ___________________________________________________________________
 BB0233* NAD 83(1986)-  29 50 16.     (N)    104 18 23.     (W)     SCALED    
 BB0233* NAVD 88     -      1229.829  (meters)    4034.86   (feet)  ADJUSTED  
 BB0233  ___________________________________________________________________
 BB0233  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 BB0233  DYNAMIC HT  -        1227.778 (meters)    4028.14  (feet)  COMP
 BB0233  MODELED GRAV-     978,932.6   (mgal)                       NAVD 88
 BB0233
 BB0233  VERT ORDER  -  FIRST     CLASS II
 BB0233
 BB0233.The horizontal coordinates were scaled from a topographic map and have
 BB0233.an estimated accuracy of +/- 6 seconds.
 BB0233
 BB0233.The orthometric height was determined by differential leveling
 BB0233.and adjusted by the National Geodetic Survey in June 1991..
 BB0233
 BB0233.The geoid height was determined by GEOID03.
 BB0233
 BB0233.The dynamic height is computed by dividing the NAVD 88
 BB0233.geopotential number by the normal gravity value computed on the
 BB0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0233.degrees latitude (g = 980.6199 gals.).
 BB0233
 BB0233.The modeled gravity was interpolated from observed gravity values.
 BB0233
 BB0233;                    North         East    Units  Estimated Accuracy
 BB0233;SPC TXSC     - 4,233,780.       87,400.      MT  (+/- 180 meters Scaled)
 BB0233
 BB0233                          SUPERSEDED SURVEY CONTROL
 BB0233
 BB0233.No superseded survey control is available for this station.
 BB0233
 BB0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP670010(NAD 83)
 BB0233_MARKER: DB = BENCH MARK DISK
 BB0233_SETTING: 66 = SET IN ROCK OUTCROP
 BB0233_SP_SET: ROCK OUTCROP
 BB0233_STAMPING: L 1400 1981
 BB0233_MARK LOGO: NGS   
 BB0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0233+STABILITY: POSITION/ELEVATION WELL
 BB0233
 BB0233  HISTORY     - Date     Condition        Report By
 BB0233  HISTORY     - 1981     MONUMENTED       NGS
 BB0233  HISTORY     - 19961010 MARK NOT FOUND   USPSQD
 BB0233
 BB0233                          STATION DESCRIPTION
 BB0233
 BB0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BB0233'2.3 KM (1.4 MI) NE FROM SHAFTER.
 BB0233'2.3 KM (1.4 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE NORTHEAST
 BB0233'END OF THE BRIDGE OVER CIBOLO CREEK IN SHAFTER, IN THE TOP CENTER OF
 BB0233'A 10X40 FOOT EXPOSED AREA OF ROCK OUTCROPPING WHICH PROJECTS 0.6
 BB0233'METER (2.0 FT) ABOVE THE GROUND, AT THE NORTHEAST END OF A HIGHWAY
 BB0233'PULL OUT, 29.9 METERS (98.2 FT) EAST-SOUTHEAST OF THE CENTERLINE
 BB0233'OF THE HIGHWAY, AND 13.4 METERS (44.0 FT) EAST-SOUTHEAST OF A FENCE.
 BB0233'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BB0233'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 BB0233
 BB0233                          STATION RECOVERY (1996)
 BB0233
 BB0233'RECOVERY NOTE BY US POWER SQUADRON 1996
 BB0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0694 ***********************************************************************
 BP0694  DESIGNATION -  L 1401
 BP0694  PID         -  BP0694
 BP0694  STATE/COUNTY-  TX/PRESIDIO
 BP0694  USGS QUAD   -  NOPAL (1972)
 BP0694
 BP0694                         *CURRENT SURVEY CONTROL
 BP0694  ___________________________________________________________________
 BP0694* NAD 83(1986)-  30 16 47.     (N)    103 53 56.     (W)     SCALED    
 BP0694* NAVD 88     -      1483.627  (meters)    4867.53   (feet)  ADJUSTED  
 BP0694  ___________________________________________________________________
 BP0694  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 BP0694  DYNAMIC HT  -        1481.153 (meters)    4859.42  (feet)  COMP
 BP0694  MODELED GRAV-     978,921.8   (mgal)                       NAVD 88
 BP0694
 BP0694  VERT ORDER  -  FIRST     CLASS II
 BP0694
 BP0694.The horizontal coordinates were scaled from a topographic map and have
 BP0694.an estimated accuracy of +/- 6 seconds.
 BP0694
 BP0694.The orthometric height was determined by differential leveling
 BP0694.and adjusted by the National Geodetic Survey in June 1991..
 BP0694
 BP0694.The geoid height was determined by GEOID03.
 BP0694
 BP0694.The dynamic height is computed by dividing the NAVD 88
 BP0694.geopotential number by the normal gravity value computed on the
 BP0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0694.degrees latitude (g = 980.6199 gals.).
 BP0694
 BP0694.The modeled gravity was interpolated from observed gravity values.
 BP0694
 BP0694;                    North         East    Units  Estimated Accuracy
 BP0694;SPC TXSC     - 4,281,010.      128,790.      MT  (+/- 180 meters Scaled)
 BP0694
 BP0694                          SUPERSEDED SURVEY CONTROL
 BP0694
 BP0694.No superseded survey control is available for this station.
 BP0694
 BP0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP059502(NAD 83)
 BP0694_MARKER: I = METAL ROD
 BP0694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0694_SP_SET: STAINLESS STEEL ROD
 BP0694_STAMPING: L 1401 1981
 BP0694_MARK LOGO: NGS   
 BP0694_PROJECTION: FLUSH
 BP0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0694_ROD/PIPE-DEPTH: 3.7  meters
 BP0694
 BP0694  HISTORY     - Date     Condition        Report By
 BP0694  HISTORY     - 1981     MONUMENTED       NGS
 BP0694
 BP0694                          STATION DESCRIPTION
 BP0694
 BP0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0694'12.8 KM (7.95 MI) EAST FROM MARFA.
 BP0694'12.8 KM (7.95 MI) EASTERLY ALONG U.S. HIGHWAYS 67 AND 90 FROM ITS
 BP0694'JUNCTION WITH STATE HIGHWAY 17 IN MARFA, 0.1 KM (0.05 MI) NORTHWEST OF
 BP0694'A SMALL BRIDGE, 46.9 METERS (153.9 FT) WEST OF THE SOUTHWEST END OF A
 BP0694'GUARD RAIL, 19.5 METERS (64.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 BP0694'HIGHWAY AND 2.9 METERS (9.5 FT) NORTHWEST OF A UTILITY POLE.  NOTE=
 BP0694'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0694'THE MARK IS 0.3 METERS  NE FROM  A FENCE AND WITNESS POST
 BP0694'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0718 ***********************************************************************
 BP0718  DESIGNATION -  L 1402
 BP0718  PID         -  BP0718
 BP0718  STATE/COUNTY-  TX/BREWSTER
 BP0718  USGS QUAD   -  ALTUDA (1983)
 BP0718
 BP0718                         *CURRENT SURVEY CONTROL
 BP0718  ___________________________________________________________________
 BP0718* NAD 83(1986)-  30 16 34.     (N)    103 26 03.     (W)     SCALED    
 BP0718* NAVD 88     -      1397.431  (meters)    4584.74   (feet)  ADJUSTED  
 BP0718  ___________________________________________________________________
 BP0718  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 BP0718  DYNAMIC HT  -        1395.131 (meters)    4577.19  (feet)  COMP
 BP0718  MODELED GRAV-     978,946.4   (mgal)                       NAVD 88
 BP0718
 BP0718  VERT ORDER  -  FIRST     CLASS II
 BP0718
 BP0718.The horizontal coordinates were scaled from a topographic map and have
 BP0718.an estimated accuracy of +/- 6 seconds.
 BP0718
 BP0718.The orthometric height was determined by differential leveling
 BP0718.and adjusted by the National Geodetic Survey in June 1991..
 BP0718
 BP0718.The geoid height was determined by GEOID03.
 BP0718
 BP0718.The dynamic height is computed by dividing the NAVD 88
 BP0718.geopotential number by the normal gravity value computed on the
 BP0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0718.degrees latitude (g = 980.6199 gals.).
 BP0718
 BP0718.The modeled gravity was interpolated from observed gravity values.
 BP0718
 BP0718;                    North         East    Units  Estimated Accuracy
 BP0718;SPC TXSC     - 4,278,820.      173,460.      MT  (+/- 180 meters Scaled)
 BP0718
 BP0718                          SUPERSEDED SURVEY CONTROL
 BP0718
 BP0718.No superseded survey control is available for this station.
 BP0718
 BP0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP506504(NAD 83)
 BP0718_MARKER: I = METAL ROD
 BP0718_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0718+WITH SETTING: INFORMATION.
 BP0718_SP_SET: SHALLOW SET METAL ROD
 BP0718_STAMPING: L 1402 1981
 BP0718_MARK LOGO: NGS   
 BP0718_PROJECTION: FLUSH
 BP0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0718_ROD/PIPE-DEPTH: 2.4  meters
 BP0718
 BP0718  HISTORY     - Date     Condition        Report By
 BP0718  HISTORY     - 1981     MONUMENTED       NGS
 BP0718
 BP0718                          STATION DESCRIPTION
 BP0718
 BP0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0718'20.7 KM (12.85 MI) NW FROM MARATHON.
 BP0718'20.7 KM (12.85 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0718'IN MARATHON, 21.3 METERS (69.9 FT) NORTHEAST OF THE CENTERLINE OF THE
 BP0718'HIGHWAY AND 5.2 METERS (17.1 FT) SOUTHEAST OF A CENTER OF THE FIELD
 BP0718'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 BP0718'CAP.
 BP0718'THE MARK IS 0.3 METERS  SW FROM  A FENCE AND WITNESS POST
 BP0718'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0742 ***********************************************************************
 BP0742  DESIGNATION -  L 1403
 BP0742  PID         -  BP0742
 BP0742  STATE/COUNTY-  TX/BREWSTER
 BP0742  USGS QUAD   -  LIGHTNING HILLS (1983)
 BP0742
 BP0742                         *CURRENT SURVEY CONTROL
 BP0742  ___________________________________________________________________
 BP0742* NAD 83(1986)-  30 13 00.     (N)    103 00 09.     (W)     SCALED    
 BP0742* NAVD 88     -      1314.170  (meters)    4311.57   (feet)  ADJUSTED  
 BP0742  ___________________________________________________________________
 BP0742  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BP0742  DYNAMIC HT  -        1312.026 (meters)    4304.54  (feet)  COMP
 BP0742  MODELED GRAV-     978,964.2   (mgal)                       NAVD 88
 BP0742
 BP0742  VERT ORDER  -  FIRST     CLASS II
 BP0742
 BP0742.The horizontal coordinates were scaled from a topographic map and have
 BP0742.an estimated accuracy of +/- 6 seconds.
 BP0742
 BP0742.The orthometric height was determined by differential leveling
 BP0742.and adjusted by the National Geodetic Survey in June 1991..
 BP0742
 BP0742.The geoid height was determined by GEOID03.
 BP0742
 BP0742.The dynamic height is computed by dividing the NAVD 88
 BP0742.geopotential number by the normal gravity value computed on the
 BP0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0742.degrees latitude (g = 980.6199 gals.).
 BP0742
 BP0742.The modeled gravity was interpolated from observed gravity values.
 BP0742
 BP0742;                    North         East    Units  Estimated Accuracy
 BP0742;SPC TXSC     - 4,270,740.      214,740.      MT  (+/- 180 meters Scaled)
 BP0742
 BP0742                          SUPERSEDED SURVEY CONTROL
 BP0742
 BP0742.No superseded survey control is available for this station.
 BP0742
 BP0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP922444(NAD 83)
 BP0742_MARKER: DB = BENCH MARK DISK
 BP0742_SETTING: 66 = SET IN ROCK OUTCROP
 BP0742_SP_SET: ROCK OUTCROP
 BP0742_STAMPING: L 1403 1981
 BP0742_MARK LOGO: NGS   
 BP0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0742+STABILITY: POSITION/ELEVATION WELL
 BP0742
 BP0742  HISTORY     - Date     Condition        Report By
 BP0742  HISTORY     - 1981     MONUMENTED       NGS
 BP0742  HISTORY     - 20010331 GOOD             NGS
 BP0742
 BP0742                          STATION DESCRIPTION
 BP0742
 BP0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0742'23.8 KM (14.8 MI) EAST FROM MARATHON.
 BP0742'23.8 KM (14.8 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BP0742'IN MARATHON, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTHEAST, ON THE
 BP0742'TOP OF A HIGHWAY CUT, IN A 2 BY 6 FT EXPOSED AREA OF OUTCROPPING
 BP0742'BEDROCK, 102.1 METERS (335.0 FT) EAST OF THE CENTER OF THE JUNCTION,
 BP0742'10.7 METERS (35.1 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 BP0742'OF THE HIGHWAY, 7.0 METERS (23.0 FT) NORTH OF A FENCE AND 3.4 METERS
 BP0742'(11.2 FT) SOUTH OF THE EDGE OF THE CUT BANK.
 BP0742'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 BP0742'THE MARK IS 4.5 M ABOVE THE HIGHWAY.
 BP0742
 BP0742                          STATION RECOVERY (2001)
 BP0742
 BP0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BP0742'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1095 ***********************************************************************
 AJ1095  DESIGNATION -  L 1404
 AJ1095  PID         -  AJ1095
 AJ1095  STATE/COUNTY-  TX/WEBB
 AJ1095  USGS QUAD   -  LAREDO EAST (1980)
 AJ1095
 AJ1095                         *CURRENT SURVEY CONTROL
 AJ1095  ___________________________________________________________________
 AJ1095* NAD 83(1986)-  27 30 21.     (N)    099 29 49.     (W)     SCALED    
 AJ1095* NAVD 88     -       122.822  (meters)     402.96   (feet)  ADJUSTED  
 AJ1095  ___________________________________________________________________
 AJ1095  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 AJ1095  DYNAMIC HT  -         122.628 (meters)     402.32  (feet)  COMP
 AJ1095  MODELED GRAV-     979,065.6   (mgal)                       NAVD 88
 AJ1095
 AJ1095  VERT ORDER  -  FIRST     CLASS II
 AJ1095
 AJ1095.The horizontal coordinates were scaled from a topographic map and have
 AJ1095.an estimated accuracy of +/- 6 seconds.
 AJ1095
 AJ1095.The orthometric height was determined by differential leveling
 AJ1095.and adjusted by the National Geodetic Survey in June 1991..
 AJ1095
 AJ1095.The geoid height was determined by GEOID03.
 AJ1095
 AJ1095.The dynamic height is computed by dividing the NAVD 88
 AJ1095.geopotential number by the normal gravity value computed on the
 AJ1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1095.degrees latitude (g = 980.6199 gals.).
 AJ1095
 AJ1095.The modeled gravity was interpolated from observed gravity values.
 AJ1095
 AJ1095;                    North         East    Units  Estimated Accuracy
 AJ1095;SPC TX S     - 5,204,160.      201,500.      MT  (+/- 180 meters Scaled)
 AJ1095
 AJ1095                          SUPERSEDED SURVEY CONTROL
 AJ1095
 AJ1095.No superseded survey control is available for this station.
 AJ1095
 AJ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR509425(NAD 83)
 AJ1095_MARKER: I = METAL ROD
 AJ1095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1095_SP_SET: STAINLESS STEEL ROD
 AJ1095_STAMPING: L 1404 1981
 AJ1095_MARK LOGO: NGS   
 AJ1095_PROJECTION: FLUSH
 AJ1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1095+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2002
 AJ1095_ROD/PIPE-DEPTH: 6.1  meters
 AJ1095
 AJ1095  HISTORY     - Date     Condition        Report By
 AJ1095  HISTORY     - 1981     MONUMENTED       NGS
 AJ1095  HISTORY     - 20020502 GOOD             USPSQD
 AJ1095
 AJ1095                          STATION DESCRIPTION
 AJ1095
 AJ1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1095'IN LAREDO.
 AJ1095'IN LAREDO, AT THE CENTRAL FIRE STATION, AT THE JUNCTION OF GUADELUPE
 AJ1095'STREET (HIGHWAY 83) AND MONTERY STREET, 19.2 METERS (63.0 FT) SOUTH OF
 AJ1095'APPROXIMATE CENTER OF STREET, 4.1 METERS (13.4 FT) WEST OF A FLAGPOLE,
 AJ1095'8.7 METERS (28.6 FT) NORTHEAST OF THE NORTHWEST CORNER OF A FIRE
 AJ1095'STATION BUILDING, 3.1 METERS (10.10 FT) NORTHEAST OF THE NORTHEAST LEG
 AJ1095'OF A LARGE CAST BELL, 0.34 METER (1.10 FT) NORTH OF THE NORTH EDGE OF
 AJ1095'A CEMENT WALK, 6.0 METERS (19.6 FT) NORTH NORTHWEST OF THE CENTER OF A
 AJ1095'SMALL ENTRANCE DOOR, AND 17.1 METERS (56.0 FT) WEST OF THE CENTER OF
 AJ1095'FIRE ENGINE BAYS.
 AJ1095'THE MARK IS 0.71 M ABOVE ROAD.
 AJ1095
 AJ1095                          STATION RECOVERY (2002)
 AJ1095
 AJ1095'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1075 ***********************************************************************
 AJ1075  DESIGNATION -  L 1405
 AJ1075  PID         -  AJ1075
 AJ1075  STATE/COUNTY-  TX/ZAPATA
 AJ1075  USGS QUAD   -  ARROYO SALADO WEST (1979)
 AJ1075
 AJ1075                         *CURRENT SURVEY CONTROL
 AJ1075  ___________________________________________________________________
 AJ1075* NAD 83(1986)-  27 13 07.     (N)    099 25 07.     (W)     SCALED    
 AJ1075* NAVD 88     -       103.904  (meters)     340.89   (feet)  ADJUSTED  
 AJ1075  ___________________________________________________________________
 AJ1075  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 AJ1075  DYNAMIC HT  -         103.737 (meters)     340.34  (feet)  COMP
 AJ1075  MODELED GRAV-     979,042.7   (mgal)                       NAVD 88
 AJ1075
 AJ1075  VERT ORDER  -  FIRST     CLASS II
 AJ1075
 AJ1075.The horizontal coordinates were scaled from a topographic map and have
 AJ1075.an estimated accuracy of +/- 6 seconds.
 AJ1075
 AJ1075.The orthometric height was determined by differential leveling
 AJ1075.and adjusted by the National Geodetic Survey in June 1991..
 AJ1075
 AJ1075.The geoid height was determined by GEOID03.
 AJ1075
 AJ1075.The dynamic height is computed by dividing the NAVD 88
 AJ1075.geopotential number by the normal gravity value computed on the
 AJ1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1075.degrees latitude (g = 980.6199 gals.).
 AJ1075
 AJ1075.The modeled gravity was interpolated from observed gravity values.
 AJ1075
 AJ1075;                    North         East    Units  Estimated Accuracy
 AJ1075;SPC TX S     - 5,172,270.      209,010.      MT  (+/- 180 meters Scaled)
 AJ1075
 AJ1075                          SUPERSEDED SURVEY CONTROL
 AJ1075
 AJ1075.No superseded survey control is available for this station.
 AJ1075
 AJ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR585107(NAD 83)
 AJ1075_MARKER: I = METAL ROD
 AJ1075_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1075_SP_SET: ABUTMENT
 AJ1075_STAMPING: L 1405 1981
 AJ1075_MARK LOGO: NGS   
 AJ1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1075
 AJ1075  HISTORY     - Date     Condition        Report By
 AJ1075  HISTORY     - 1981     MONUMENTED       NGS
 AJ1075
 AJ1075                          STATION DESCRIPTION
 AJ1075
 AJ1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1075'20.0 KM (12.4 MI) NORTH FROM SAN YGNACIO.
 AJ1075'20.0 (12.4 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION OF FARM
 AJ1075'ROAD 1369 AT SAN YGNACIO, SET IN THE TOP OF THE SOUTH ABUTMENT OF A
 AJ1075'LARGE BRIDGE OVER THE ARROYO DOLORES CREEK, 3.6 METERS (11.7 FT) WEST
 AJ1075'OF THE CENTERLINE OF THE HIGHWAY, 0.31 METERS (1.0 FT) EAST OF THE
 AJ1075'WEST END OF THE ABUTMENT, AND 0.15 METERS (0.5 FT) OF A METAL GUARD
 AJ1075'RAIL.
 AJ1075'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1191 ***********************************************************************
 AB1191  DESIGNATION -  L 1406
 AB1191  PID         -  AB1191
 AB1191  STATE/COUNTY-  TX/CAMERON
 AB1191  USGS QUAD   -  OLMITO (1983)
 AB1191
 AB1191                         *CURRENT SURVEY CONTROL
 AB1191  ___________________________________________________________________
 AB1191* NAD 83(1986)-  26 03 56.     (N)    097 34 12.     (W)     SCALED    
 AB1191* NAVD 88     -        10.746  (meters)      35.26   (feet)  ADJUSTED  
 AB1191  ___________________________________________________________________
 AB1191  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 AB1191  DYNAMIC HT  -          10.728 (meters)      35.20  (feet)  COMP
 AB1191  MODELED GRAV-     979,032.7   (mgal)                       NAVD 88
 AB1191
 AB1191  VERT ORDER  -  FIRST     CLASS II
 AB1191
 AB1191.The horizontal coordinates were scaled from a topographic map and have
 AB1191.an estimated accuracy of +/- 6 seconds.
 AB1191
 AB1191.The orthometric height was determined by differential leveling
 AB1191.and adjusted by the National Geodetic Survey in June 1991..
 AB1191
 AB1191.The geoid height was determined by GEOID03.
 AB1191
 AB1191.The dynamic height is computed by dividing the NAVD 88
 AB1191.geopotential number by the normal gravity value computed on the
 AB1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1191.degrees latitude (g = 980.6199 gals.).
 AB1191
 AB1191.The modeled gravity was interpolated from observed gravity values.
 AB1191
 AB1191;                    North         East    Units  Estimated Accuracy
 AB1191;SPC TX S     - 5,044,540.      393,060.      MT  (+/- 180 meters Scaled)
 AB1191
 AB1191                          SUPERSEDED SURVEY CONTROL
 AB1191
 AB1191.No superseded survey control is available for this station.
 AB1191
 AB1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP430837(NAD 83)
 AB1191_MARKER: I = METAL ROD
 AB1191_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1191_SP_SET: STAINLESS STEEL ROD
 AB1191_STAMPING: L 1406 1981
 AB1191_MARK LOGO: NGS   
 AB1191_PROJECTION: FLUSH
 AB1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB1191+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2004
 AB1191_ROD/PIPE-DEPTH: 10.9 meters
 AB1191
 AB1191  HISTORY     - Date     Condition        Report By
 AB1191  HISTORY     - 1981     MONUMENTED       NGS
 AB1191  HISTORY     - 19910403 GOOD             USPSQD
 AB1191  HISTORY     - 20040220 GOOD             GEOCAC
 AB1191
 AB1191                          STATION DESCRIPTION
 AB1191
 AB1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1191'9.7 KM (6.15 MI) SE FROM SAN BENITO.
 AB1191'3.6 KM (2.25 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1191'JUNCTION OF STATE HIGHWAY 345 IN SAN BENITO, TO THE JUNCTION OF FARM
 AB1191'ROAD 732, THENCE 1.1 KM (0.7 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY
 AB1191'77 ENTRANCE ROAD TO THE JUNCTION OF THE SOUTHEAST BOUND LANE OF U.S.
 AB1191'HIGHWAY 77, THENCE 5.0 KM (3.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 77 AT
 AB1191'A POINT ABOUT 0.2 KM (0.1 MI) SOUTHEAST OF A GRAVEL ROAD LEADING
 AB1191'SOUTHWEST ACROSS THE MISSOURI PACIFIC RAILROAD TRACKS, IS ABOUT
 AB1191'91.4 METERS (300.0 FT) NORTH NORTHWEST OF RAILROAD MILE POST 13, IS
 AB1191'5.5 KM (3.4 MI) NORTHWEST ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF
 AB1191'FARM ROAD 511 AND 803 IN OLMITO, 19.9 METERS (65.5 FT) SOUTHWEST OF
 AB1191'THE CENTERLINE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 77,
 AB1191'10.8 METERS (35.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE MISSOURI
 AB1191'PACIFIC RAILROAD TRACKS, AND 30.3 METERS (99.5 FT) NORTH NORTHWEST OF
 AB1191'A 2.1 METERS (7.0 FT) TALL GALVANIZED POST WITH A SIGN AND THE LETTER
 AB1191'(S) ON THE SOUTHEAST SIDE, NOTE, IS ABOUT 0.3 METER (1.0 FT) BELOW THE
 AB1191'RAILROAD TRACKS.
 AB1191'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AB1191'THE MARK IS 0.6 M ABOVE HIGHWAY 77.
 AB1191
 AB1191                          STATION RECOVERY (1991)
 AB1191
 AB1191'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1191'RECOVERED IN GOOD CONDITION.
 AB1191
 AB1191                          STATION RECOVERY (2004)
 AB1191
 AB1191'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB1191'RECOVERED IN GOOD CONDITION.
 AB1191'HANDHELD GPS COORDINATES N26 03 57.2, W097 34 12.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1265 ***********************************************************************
 AB1265  DESIGNATION -  L 1407
 AB1265  PID         -  AB1265
 AB1265  STATE/COUNTY-  TX/KENEDY
 AB1265  USGS QUAD   -  NORIAS (1982)
 AB1265
 AB1265                         *CURRENT SURVEY CONTROL
 AB1265  ___________________________________________________________________
 AB1265* NAD 83(1986)-  26 50 16.     (N)    097 47 01.     (W)     SCALED    
 AB1265* NAVD 88     -         9.077  (meters)      29.78   (feet)  ADJUSTED  
 AB1265  ___________________________________________________________________
 AB1265  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 AB1265  DYNAMIC HT  -           9.062 (meters)      29.73  (feet)  COMP
 AB1265  MODELED GRAV-     979,070.8   (mgal)                       NAVD 88
 AB1265
 AB1265  VERT ORDER  -  FIRST     CLASS II
 AB1265
 AB1265.The horizontal coordinates were scaled from a topographic map and have
 AB1265.an estimated accuracy of +/- 6 seconds.
 AB1265
 AB1265.The orthometric height was determined by differential leveling
 AB1265.and adjusted by the National Geodetic Survey in June 1991..
 AB1265
 AB1265.The geoid height was determined by GEOID03.
 AB1265
 AB1265.The dynamic height is computed by dividing the NAVD 88
 AB1265.geopotential number by the normal gravity value computed on the
 AB1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1265.degrees latitude (g = 980.6199 gals.).
 AB1265
 AB1265.The modeled gravity was interpolated from observed gravity values.
 AB1265
 AB1265;                    North         East    Units  Estimated Accuracy
 AB1265;SPC TX S     - 5,129,950.      371,200.      MT  (+/- 180 meters Scaled)
 AB1265
 AB1265                          SUPERSEDED SURVEY CONTROL
 AB1265
 AB1265.No superseded survey control is available for this station.
 AB1265
 AB1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ208690(NAD 83)
 AB1265_MARKER: I = METAL ROD
 AB1265_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1265_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1265_STAMPING: L 1407 1981
 AB1265_MARK LOGO: NGS   
 AB1265_PROJECTION: RECESSED 4 CENTIMETERS
 AB1265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1265+STABILITY: POSITION/ELEVATION WELL
 AB1265_ROD/PIPE-DEPTH: 12.1 meters
 AB1265_SLEEVE-DEPTH  : 9.1 meters
 AB1265
 AB1265  HISTORY     - Date     Condition        Report By
 AB1265  HISTORY     - 1981     MONUMENTED       NGS
 AB1265
 AB1265                          STATION DESCRIPTION
 AB1265
 AB1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1265'43.4 KM (27.0 MI) SOUTH FROM SARITA.
 AB1265'43.4 KM (27.0 MI) SOUTHBOUND ALONG U.S. HIGHWAY 77 FROM THE JUNCTION
 AB1265'OF A PAVED ROAD LEADING WEST TO THE POST OFFICE IN SARITA, AT A SMALL
 AB1265'ROADSIDE PARK ON THE WEST SIDE OF THE HIGHWAY WITH ONE PICNIC TABLE,
 AB1265'AND ABOUT 0.2 KM (0.1 MI) NORTH OF A GRAVEL ROAD LEADING WEST TO A
 AB1265'METAL GATE, ALSO 5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77
 AB1265'ROUTE FROM THE JUNCTION OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE
 AB1265'35.4 KM (22.0 MI) NORTH ALONG U.S. HIGHWAY 77 AT A REST AREA ON THE
 AB1265'WEST SIDE OF THE HIGHWAY, 16.4 METERS (54.0 FT) WEST OF THE CENTERLINE
 AB1265'OF THE SOUTHBOUND LANE OF HIGHWAY 77, 16.3 METERS (53.5 FT) EAST OF
 AB1265'THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 9.2 METERS (30.5 MI)
 AB1265'NORTH OF THE CENTER OF THE WEST END OF THE CONCRETE PICNIC TABLE,
 AB1265'10.6 METERS (35.0 FT) NORTHNORTHEAST OF A 1.2 METER (4.0 FOOT)
 AB1265'DIAMETER OAK TREE WITH 5 FORKS, 46.9 METERS (154.0 FT) SOUTHSOUTHEAST
 AB1265'OF A 1.8 METERS (6.0 FT) DIAMETER OAK TREE WITH 6 FORKS BY THE SIDE OF
 AB1265'THE HIGHWAY.
 AB1265'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 AB1265'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1292 ***********************************************************************
 AB1292  DESIGNATION -  L 1408
 AB1292  PID         -  AB1292
 AB1292  STATE/COUNTY-  TX/WILLACY
 AB1292  USGS QUAD   -  SANTA ROSA (1982)
 AB1292
 AB1292                         *CURRENT SURVEY CONTROL
 AB1292  ___________________________________________________________________
 AB1292* NAD 83(1986)-  26 20 34.     (N)    097 47 24.     (W)     SCALED    
 AB1292* NAVD 88     -        11.569  (meters)      37.96   (feet)  ADJUSTED  
 AB1292  ___________________________________________________________________
 AB1292  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AB1292  DYNAMIC HT  -          11.550 (meters)      37.89  (feet)  COMP
 AB1292  MODELED GRAV-     979,039.6   (mgal)                       NAVD 88
 AB1292
 AB1292  VERT ORDER  -  FIRST     CLASS II
 AB1292
 AB1292.The horizontal coordinates were scaled from a topographic map and have
 AB1292.an estimated accuracy of +/- 6 seconds.
 AB1292
 AB1292.The orthometric height was determined by differential leveling
 AB1292.and adjusted by the National Geodetic Survey in June 1991..
 AB1292
 AB1292.The geoid height was determined by GEOID03.
 AB1292
 AB1292.The dynamic height is computed by dividing the NAVD 88
 AB1292.geopotential number by the normal gravity value computed on the
 AB1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1292.degrees latitude (g = 980.6199 gals.).
 AB1292
 AB1292.The modeled gravity was interpolated from observed gravity values.
 AB1292
 AB1292;                    North         East    Units  Estimated Accuracy
 AB1292;SPC TX S     - 5,075,110.      370,870.      MT  (+/- 180 meters Scaled)
 AB1292
 AB1292                          SUPERSEDED SURVEY CONTROL
 AB1292
 AB1292.No superseded survey control is available for this station.
 AB1292
 AB1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ207142(NAD 83)
 AB1292_MARKER: I = METAL ROD
 AB1292_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB1292_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AB1292_STAMPING: L 1408 1981
 AB1292_MARK LOGO: NGS   
 AB1292_PROJECTION: RECESSED 4 CENTIMETERS
 AB1292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB1292+STABILITY: POSITION/ELEVATION WELL
 AB1292_ROD/PIPE-DEPTH: 13.1 meters
 AB1292_SLEEVE-DEPTH  : 7.6 meters
 AB1292
 AB1292  HISTORY     - Date     Condition        Report By
 AB1292  HISTORY     - 1981     MONUMENTED       NGS
 AB1292
 AB1292                          STATION DESCRIPTION
 AB1292
 AB1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AB1292'IN SABASTIAN.
 AB1292'SET BY THE FLAGPOLE AT THE POST OFFICE IN SEBASTIAN, LOCATED AT THE
 AB1292'JUNCTION OF BUSINESS U.S. HIGHWAY 77 AND TEXAS FARM ROAD 506,
 AB1292'25.9 METERS (85.0 FT) NORTH NORTHEAST OF THE CENTER OF A FIRE HYDRANT
 AB1292'ON THE EAST SIDE OF HIGHWAY 77, 14.6 METERS (48.0 FT) EAST OF THE
 AB1292'CENTERLINE OF U.S. HIGHWAY BUSINESS ROUTE, 29.5 METERS (97.0 FT) SOUTH
 AB1292'OF STATE FARM ROAD 506, 11.8 METERS (39.0 FT) WEST SOUTHWEST OF THE
 AB1292'SOUTHEAST CORNER OF THE POST OFFICE, 6.7 METERS (22.0 FT) SOUTH OF THE
 AB1292'CENTER OF THE MAIN ENTRANCE TO THE POST OFFICE, 2.9 METERS (9.5 FT)
 AB1292'SOUTH OF THE SOUTHWEST CORNER OF THE POST OFFECE, AND 1.6 METERS
 AB1292'(5.5 FT) SOUTH OF THE FLAGPOLE.
 AB1292'THE MARK IS 0.3 M ABOVE HIGHWAY 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1262 ***********************************************************************
 AE1262  DESIGNATION -  L 1409
 AE1262  PID         -  AE1262
 AE1262  STATE/COUNTY-  TX/STARR
 AE1262  USGS QUAD   -  SULLIVAN CITY (1965)
 AE1262
 AE1262                         *CURRENT SURVEY CONTROL
 AE1262  ___________________________________________________________________
 AE1262* NAD 83(1986)-  26 17 04.     (N)    098 34 53.     (W)     SCALED    
 AE1262* NAVD 88     -        63.975  (meters)     209.89   (feet)  ADJUSTED  
 AE1262  ___________________________________________________________________
 AE1262  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE1262  DYNAMIC HT  -          63.869 (meters)     209.54  (feet)  COMP
 AE1262  MODELED GRAV-     978,986.8   (mgal)                       NAVD 88
 AE1262
 AE1262  VERT ORDER  -  FIRST     CLASS II
 AE1262
 AE1262.The horizontal coordinates were scaled from a topographic map and have
 AE1262.an estimated accuracy of +/- 6 seconds.
 AE1262
 AE1262.The orthometric height was determined by differential leveling
 AE1262.and adjusted by the National Geodetic Survey in June 1991..
 AE1262
 AE1262.The geoid height was determined by GEOID03.
 AE1262
 AE1262.The dynamic height is computed by dividing the NAVD 88
 AE1262.geopotential number by the normal gravity value computed on the
 AE1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1262.degrees latitude (g = 980.6199 gals.).
 AE1262
 AE1262.The modeled gravity was interpolated from observed gravity values.
 AE1262
 AE1262;                    North         East    Units  Estimated Accuracy
 AE1262;SPC TX S     - 5,068,450.      291,870.      MT  (+/- 180 meters Scaled)
 AE1262
 AE1262                          SUPERSEDED SURVEY CONTROL
 AE1262
 AE1262.No superseded survey control is available for this station.
 AE1262
 AE1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ417072(NAD 83)
 AE1262_MARKER: I = METAL ROD
 AE1262_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1262_SP_SET: STAINLESS STEEL ROD
 AE1262_STAMPING: L 1409 1981
 AE1262_MARK LOGO: NGS   
 AE1262_PROJECTION: FLUSH
 AE1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1262
 AE1262  HISTORY     - Date     Condition        Report By
 AE1262  HISTORY     - 1981     MONUMENTED       NGS
 AE1262  HISTORY     - 1987     GOOD             USPSQD
 AE1262  HISTORY     - 20060319 MARK NOT FOUND   USPSQD
 AE1262
 AE1262                          STATION DESCRIPTION
 AE1262
 AE1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1262'3.1 KM (1.95 MI) WEST FROM SULIVAN CITY.
 AE1262'3.1 KM (1.95 MI) WEST ALONG U.S. HIGHWAY 83 WESTBOUND FROM THE
 AE1262'JUNCTION OF FARM ROAD 866 SOUTH AT SULLIVAN CITY, AT THE JUNCTION OF A
 AE1262'DIRT ROAD LEADING NORTH, 31.1 METERS (102.0 FT) NORTH NORTHEAST OF THE
 AE1262'CENTERLINE OF THE HIGHWAY, 6.9 METERS (22.6 FT) EAST OF THE CENTER OF
 AE1262'THE ROAD, 13.1 METERS (43.0 FT) NORTH OF A WOODEN CORNER FENCE POST,
 AE1262'0.31 METERS (1.0 FT) WEST OF A FENCE LINE, AND 12.8 METERS (42.0 FT)
 AE1262'NORTH OF A POWERLINE POLE WITH A TRANSFORMER.  NOTE, ROD DRIVEN TO
 AE1262'REFUSAL.
 AE1262'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 AE1262'THE MARK IS 0.31 M ABOVE DIRT ROAD.
 AE1262
 AE1262                          STATION RECOVERY (1987)
 AE1262
 AE1262'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE1262'RECOVERED IN GOOD CONDITION.
 AE1262
 AE1262                          STATION RECOVERY (2006)
 AE1262
 AE1262'RECOVERY NOTE BY US POWER SQUADRON 2006 (RL)
 AE1262'NOT FOUND, HWY 83 HAS BEEN WIDENED TO A 4-LANE DIVIDED HIGHWAY. DIRT
 AE1262'ROAD HAS BEEN WIDENED.  4 FT OF DIRT PILED ALONG EAST SIDE OF DIRT
 AE1262'ROAD, DIRT PILES LOCATED BETWEEN EDGE OF ROAD AND FENCE LINE.  NO
 AE1262'TRANSFORMER ON POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0326 ***********************************************************************
 EN0326  DESIGNATION -  L 141
 EN0326  PID         -  EN0326
 EN0326  STATE/COUNTY-  TX/FLOYD
 EN0326  USGS QUAD   -  PLAINVIEW SE (1968)
 EN0326
 EN0326                         *CURRENT SURVEY CONTROL
 EN0326  ___________________________________________________________________
 EN0326* NAD 83(1986)-  34 01 16.     (N)    101 30 46.     (W)     SCALED    
 EN0326* NAVD 88     -       989.628  (meters)    3246.80   (feet)  POSTED    
 EN0326  ___________________________________________________________________
 EN0326  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EN0326  DYNAMIC HT  -         988.360 (meters)    3242.64  (feet)  COMP
 EN0326  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 EN0326
 EN0326  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EN0326
 EN0326.The horizontal coordinates were scaled from a topographic map and have
 EN0326.an estimated accuracy of +/- 6 seconds.
 EN0326
 EN0326.The orthometric height was determined by differential leveling
 EN0326.and adjusted by the National Geodetic Survey in 1992..
 EN0326.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EN0326.rate of 1.1 thru 2.0 mm/km.
 EN0326
 EN0326.The geoid height was determined by GEOID03.
 EN0326
 EN0326.The dynamic height is computed by dividing the NAVD 88
 EN0326.geopotential number by the normal gravity value computed on the
 EN0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0326.degrees latitude (g = 980.6199 gals.).
 EN0326
 EN0326.The modeled gravity was interpolated from observed gravity values.
 EN0326
 EN0326;                    North         East    Units  Estimated Accuracy
 EN0326;SPC TXNC     - 2,265,090.      321,770.      MT  (+/- 180 meters Scaled)
 EN0326
 EN0326                          SUPERSEDED SURVEY CONTROL
 EN0326
 EN0326  NGVD 29 (??/??/92)  989.255  (m)         3245.58   (f) ADJ UNCH    1 2
 EN0326
 EN0326.Superseded values are not recommended for survey control.
 EN0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0326.See file dsdata.txt to determine how the superseded data were derived.
 EN0326
 EN0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC679673(NAD 83)
 EN0326_MARKER: DB = BENCH MARK DISK
 EN0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0326_STAMPING: 3245.581 L 141 1933
 EN0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0326+STABILITY: SURFACE MOTION
 EN0326
 EN0326  HISTORY     - Date     Condition        Report By
 EN0326  HISTORY     - 1933     MONUMENTED       CGS
 EN0326  HISTORY     - 1958     GOOD             NGS
 EN0326
 EN0326                          STATION DESCRIPTION
 EN0326
 EN0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EN0326'8.6 MI SW FROM LOCKNEY.
 EN0326'8.6 MILES SOUTHWEST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM
 EN0326'THE STATION AT LOCKNEY, FLOYD COUNTY, ABOUT 1.8 MILES NORTH OF THE
 EN0326'SIGNBOARD AT BARWISE, ABOUT 0.6 MILE SOUTH OF MILEPOST L 321, ABOUT 3
 EN0326'RAILS SOUTH OF A PUBLICROAD CROSSING, 46 FEET WEST OF THE TRACK, 41
 EN0326'FEET SOUTH OF A CORNER OF THE RIGHT-OF-WAY FENCE, AND AT THE
 EN0326'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED 3245.581 L 141 1933
 EN0326'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 EN0326'GROUND.  NOTE-- MARK IS ABOUT 3 INCHES BELOW THE SURFACE OF THE
 EN0326'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0624 ***********************************************************************
 CC0624  DESIGNATION -  L 1410
 CC0624  PID         -  CC0624
 CC0624  STATE/COUNTY-  TX/WARD
 CC0624  USGS QUAD   -  GRANDFALLS (1981)
 CC0624
 CC0624                         *CURRENT SURVEY CONTROL
 CC0624  ___________________________________________________________________
 CC0624* NAD 83(1986)-  31 18 42.     (N)    102 52 08.     (W)     SCALED    
 CC0624* NAVD 88     -       739.501  (meters)    2426.18   (feet)  ADJUSTED  
 CC0624  ___________________________________________________________________
 CC0624  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CC0624  DYNAMIC HT  -         738.459 (meters)    2422.76  (feet)  COMP
 CC0624  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 CC0624
 CC0624  VERT ORDER  -  FIRST     CLASS II
 CC0624
 CC0624.The horizontal coordinates were scaled from a topographic map and have
 CC0624.an estimated accuracy of +/- 6 seconds.
 CC0624
 CC0624.The orthometric height was determined by differential leveling
 CC0624.and adjusted by the National Geodetic Survey in June 1991..
 CC0624
 CC0624.The geoid height was determined by GEOID03.
 CC0624
 CC0624.The dynamic height is computed by dividing the NAVD 88
 CC0624.geopotential number by the normal gravity value computed on the
 CC0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0624.degrees latitude (g = 980.6199 gals.).
 CC0624
 CC0624.The modeled gravity was interpolated from observed gravity values.
 CC0624
 CC0624;                    North         East    Units  Estimated Accuracy
 CC0624;SPC TX C     - 3,185,110.      458,680.      MT  (+/- 180 meters Scaled)
 CC0624
 CC0624                          SUPERSEDED SURVEY CONTROL
 CC0624
 CC0624.No superseded survey control is available for this station.
 CC0624
 CC0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ028661(NAD 83)
 CC0624_MARKER: I = METAL ROD
 CC0624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0624_SP_SET: STAINLESS STEEL ROD
 CC0624_STAMPING: L 1410 1981
 CC0624_MARK LOGO: NGS   
 CC0624_PROJECTION: FLUSH
 CC0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0624_ROD/PIPE-DEPTH: 7.0  meters
 CC0624
 CC0624  HISTORY     - Date     Condition        Report By
 CC0624  HISTORY     - 1981     MONUMENTED       NGS
 CC0624
 CC0624                          STATION DESCRIPTION
 CC0624
 CC0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0624'3.9 KM (2.4 MI) SOUTH FROM GRANDFALLS.
 CC0624'3.9 KM (2.4 MI) SOUTHERLY ALONG STATE HIGHWAY 18 FROM ITS JUNCTION
 CC0624'WITH STATE HIGHWAY 329 IN GRANDFALLS, 0.2 KM (0.1 MI) SOUTH OF A
 CC0624'DIRT ROAD LEADING NORTHWEST, 25.9 METERS (85.0 FT) NORTHWEST OF THE
 CC0624'CENTERLINE OF THE HIGHWAY AND 0.9 METER (3.0 FT) NORTHEAST OF UTILITY
 CC0624'POLE NUMBER 750.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CC0624'LOGO CAP.
 CC0624'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CC0624'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0598 ***********************************************************************
 BP0598  DESIGNATION -  L 1411
 BP0598  PID         -  BP0598
 BP0598  STATE/COUNTY-  TX/PECOS
 BP0598  USGS QUAD   -  FIVEMILE MESA (1970)
 BP0598
 BP0598                         *CURRENT SURVEY CONTROL
 BP0598  ___________________________________________________________________
 BP0598* NAD 83(1986)-  30 49 04.     (N)    102 49 57.     (W)     SCALED    
 BP0598* NAVD 88     -       945.913  (meters)    3103.38   (feet)  ADJUSTED  
 BP0598  ___________________________________________________________________
 BP0598  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 BP0598  DYNAMIC HT  -         944.452 (meters)    3098.59  (feet)  COMP
 BP0598  MODELED GRAV-     979,064.7   (mgal)                       NAVD 88
 BP0598
 BP0598  VERT ORDER  -  FIRST     CLASS II
 BP0598
 BP0598.The horizontal coordinates were scaled from a topographic map and have
 BP0598.an estimated accuracy of +/- 6 seconds.
 BP0598
 BP0598.The orthometric height was determined by differential leveling
 BP0598.and adjusted by the National Geodetic Survey in June 1991..
 BP0598
 BP0598.The geoid height was determined by GEOID03.
 BP0598
 BP0598.The dynamic height is computed by dividing the NAVD 88
 BP0598.geopotential number by the normal gravity value computed on the
 BP0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0598.degrees latitude (g = 980.6199 gals.).
 BP0598
 BP0598.The modeled gravity was interpolated from observed gravity values.
 BP0598
 BP0598;                    North         East    Units  Estimated Accuracy
 BP0598;SPC TX C     - 3,130,290.      460,910.      MT  (+/- 180 meters Scaled)
 BP0598
 BP0598                          SUPERSEDED SURVEY CONTROL
 BP0598
 BP0598.No superseded survey control is available for this station.
 BP0598
 BP0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ073114(NAD 83)
 BP0598_MARKER: I = METAL ROD
 BP0598_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0598+WITH SETTING: INFORMATION.
 BP0598_SP_SET: SHALLOW SET METAL ROD
 BP0598_STAMPING: L 1411 1981
 BP0598_MARK LOGO: NGS   
 BP0598_PROJECTION: FLUSH
 BP0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0598_ROD/PIPE-DEPTH: 1.5  meters
 BP0598
 BP0598  HISTORY     - Date     Condition        Report By
 BP0598  HISTORY     - 1981     MONUMENTED       NGS
 BP0598
 BP0598                          STATION DESCRIPTION
 BP0598
 BP0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0598'9.3 KM (5.75 MI) SE FROM FORT STOCKTON.
 BP0598'9.3 KM (5.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0598'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 18.0 METERS
 BP0598'(59.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 17.1
 BP0598'METERS (56.1 FT) SOUTH-SOUTHEAST OF A SMALL UTILITY POLE.  NOTE=ACCESS
 BP0598'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0598'THE MARK IS 0.4 METERS  ENE FROM  A FENCE AND WITNESS POST
 BP0598'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0664 ***********************************************************************
 BP0664  DESIGNATION -  L 1412
 BP0664  PID         -  BP0664
 BP0664  STATE/COUNTY-  TX/TERRELL
 BP0664  USGS QUAD   -  MOFETA (1969)
 BP0664
 BP0664                         *CURRENT SURVEY CONTROL
 BP0664  ___________________________________________________________________
 BP0664* NAD 83(1986)-  30 02 54.     (N)    102 08 03.     (W)     SCALED    
 BP0664* NAVD 88     -       655.340  (meters)    2150.06   (feet)  ADJUSTED  
 BP0664  ___________________________________________________________________
 BP0664  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 BP0664  DYNAMIC HT  -         654.352 (meters)    2146.82  (feet)  COMP
 BP0664  MODELED GRAV-     979,114.4   (mgal)                       NAVD 88
 BP0664
 BP0664  VERT ORDER  -  FIRST     CLASS II
 BP0664
 BP0664.The horizontal coordinates were scaled from a topographic map and have
 BP0664.an estimated accuracy of +/- 6 seconds.
 BP0664
 BP0664.The orthometric height was determined by differential leveling
 BP0664.and adjusted by the National Geodetic Survey in June 1991..
 BP0664
 BP0664.The geoid height was determined by GEOID03.
 BP0664
 BP0664.The dynamic height is computed by dividing the NAVD 88
 BP0664.geopotential number by the normal gravity value computed on the
 BP0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0664.degrees latitude (g = 980.6199 gals.).
 BP0664
 BP0664.The modeled gravity was interpolated from observed gravity values.
 BP0664
 BP0664;                    North         East    Units  Estimated Accuracy
 BP0664;SPC TXSC     - 4,249,540.      297,800.      MT  (+/- 180 meters Scaled)
 BP0664
 BP0664                          SUPERSEDED SURVEY CONTROL
 BP0664
 BP0664.No superseded survey control is available for this station.
 BP0664
 BP0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP763276(NAD 83)
 BP0664_MARKER: I = METAL ROD
 BP0664_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0664+WITH SETTING: INFORMATION.
 BP0664_SP_SET: SHALLOW SET METAL ROD
 BP0664_STAMPING: L 1412 1981
 BP0664_MARK LOGO: NGS   
 BP0664_PROJECTION: FLUSH
 BP0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0664_ROD/PIPE-DEPTH: 0.9  meters
 BP0664
 BP0664  HISTORY     - Date     Condition        Report By
 BP0664  HISTORY     - 1981     MONUMENTED       NGS
 BP0664
 BP0664                          STATION DESCRIPTION
 BP0664
 BP0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0664'2.1 KM (1.3 MI) WEST FROM DRYDEN.
 BP0664'2.1 KM (1.3 MI) WESTERLY ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE IN
 BP0664'DRYDEN, 15.2 METERS (50.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY
 BP0664'AND 4.4 METERS (14.4 FT) WEST OF A FENCE CORNER.  NOTE=ACCESS TO THE
 BP0664'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0664'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 BP0664'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0620 ***********************************************************************
 BP0620  DESIGNATION -  L 1414
 BP0620  PID         -  BP0620
 BP0620  STATE/COUNTY-  TX/PECOS
 BP0620  USGS QUAD   -  ROCK HOUSE DRAW (1980)
 BP0620
 BP0620                         *CURRENT SURVEY CONTROL
 BP0620  ___________________________________________________________________
 BP0620* NAD 83(1986)-  30 32 39.     (N)    102 33 17.     (W)     SCALED    
 BP0620* NAVD 88     -      1043.182  (meters)    3422.51   (feet)  ADJUSTED  
 BP0620  ___________________________________________________________________
 BP0620  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 BP0620  DYNAMIC HT  -        1041.557 (meters)    3417.17  (feet)  COMP
 BP0620  MODELED GRAV-     979,048.0   (mgal)                       NAVD 88
 BP0620
 BP0620  VERT ORDER  -  FIRST     CLASS II
 BP0620
 BP0620.The horizontal coordinates were scaled from a topographic map and have
 BP0620.an estimated accuracy of +/- 6 seconds.
 BP0620
 BP0620.The orthometric height was determined by differential leveling
 BP0620.and adjusted by the National Geodetic Survey in June 1991..
 BP0620
 BP0620.The geoid height was determined by GEOID03.
 BP0620
 BP0620.The dynamic height is computed by dividing the NAVD 88
 BP0620.geopotential number by the normal gravity value computed on the
 BP0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0620.degrees latitude (g = 980.6199 gals.).
 BP0620
 BP0620.The modeled gravity was interpolated from observed gravity values.
 BP0620
 BP0620;                    North         East    Units  Estimated Accuracy
 BP0620;SPC TX C     - 3,099,400.      486,880.      MT  (+/- 180 meters Scaled)
 BP0620
 BP0620                          SUPERSEDED SURVEY CONTROL
 BP0620
 BP0620.No superseded survey control is available for this station.
 BP0620
 BP0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP345816(NAD 83)
 BP0620_MARKER: DB = BENCH MARK DISK
 BP0620_SETTING: 66 = SET IN ROCK OUTCROP
 BP0620_SP_SET: ROCK OUTCROP
 BP0620_STAMPING: L 1414 1981
 BP0620_MARK LOGO: NGS   
 BP0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0620+STABILITY: POSITION/ELEVATION WELL
 BP0620
 BP0620  HISTORY     - Date     Condition        Report By
 BP0620  HISTORY     - 1981     MONUMENTED       NGS
 BP0620
 BP0620                          STATION DESCRIPTION
 BP0620
 BP0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0620'50.1 KM (31.1 MI) SE FROM FORT STOCKTON.
 BP0620'50.1 KM (31.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0620'WITH U.S. HIGHWAYS 67, 290 AND 385 IN FORT STOCKTON, 0.1 KM (0.05 MI)
 BP0620'SOUTHEAST OF A GRAVELED ROAD LEADING EAST TO AN OIL WELL, IN THE
 BP0620'CENTER OF A 3 BY 10 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 19.1
 BP0620'METERS (63.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 0.6 METERS
 BP0620'(2.0 FT) WEST OF A FENCE.
 BP0620'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 BP0620'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0432 ***********************************************************************
 AZ0432  DESIGNATION -  L 1415
 AZ0432  PID         -  AZ0432
 AZ0432  STATE/COUNTY-  TX/VAL VERDE
 AZ0432  USGS QUAD   -  CALIFORNIA CREEK (1972)
 AZ0432
 AZ0432                         *CURRENT SURVEY CONTROL
 AZ0432  ___________________________________________________________________
 AZ0432* NAD 83(1986)-  29 35 18.     (N)    101 04 18.     (W)     SCALED    
 AZ0432* NAVD 88     -       408.952  (meters)    1341.70   (feet)  ADJUSTED  
 AZ0432  ___________________________________________________________________
 AZ0432  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 AZ0432  DYNAMIC HT  -         408.356 (meters)    1339.75  (feet)  COMP
 AZ0432  MODELED GRAV-     979,174.0   (mgal)                       NAVD 88
 AZ0432
 AZ0432  VERT ORDER  -  FIRST     CLASS II
 AZ0432
 AZ0432.The horizontal coordinates were scaled from a topographic map and have
 AZ0432.an estimated accuracy of +/- 6 seconds.
 AZ0432
 AZ0432.The orthometric height was determined by differential leveling
 AZ0432.and adjusted by the National Geodetic Survey in June 1991..
 AZ0432
 AZ0432.The geoid height was determined by GEOID03.
 AZ0432
 AZ0432.The dynamic height is computed by dividing the NAVD 88
 AZ0432.geopotential number by the normal gravity value computed on the
 AZ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0432.degrees latitude (g = 980.6199 gals.).
 AZ0432
 AZ0432.The modeled gravity was interpolated from observed gravity values.
 AZ0432
 AZ0432;                    North         East    Units  Estimated Accuracy
 AZ0432;SPC TXSC     - 4,196,280.      399,330.      MT  (+/- 180 meters Scaled)
 AZ0432
 AZ0432                          SUPERSEDED SURVEY CONTROL
 AZ0432
 AZ0432.No superseded survey control is available for this station.
 AZ0432
 AZ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT993749(NAD 83)
 AZ0432_MARKER: DB = BENCH MARK DISK
 AZ0432_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0432_SP_SET: ROCK OUTCROP
 AZ0432_STAMPING: L 1415 1981
 AZ0432_MARK LOGO: NGS   
 AZ0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0432+STABILITY: POSITION/ELEVATION WELL
 AZ0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AZ0432+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 AZ0432
 AZ0432  HISTORY     - Date     Condition        Report By
 AZ0432  HISTORY     - 1981     MONUMENTED       NGS
 AZ0432  HISTORY     - 19990119 GOOD             USPSQD
 AZ0432  HISTORY     - 20030425 GOOD             USPSQD
 AZ0432
 AZ0432                          STATION DESCRIPTION
 AZ0432
 AZ0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0432'15.3 KM (9.5 MI) SE FROM COMSTOCK.
 AZ0432'15.3 KM (9.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM ITS JUNCTION
 AZ0432'WITH STATE HIGHWAY 163 IN COMSTOCK, IN A 2 BY 8 FT EXPOSED AREA OF
 AZ0432'OUTCROPPING BEDROCK, 25.8 METERS (84.6 FT) EAST OF THE CENTERLINE OF
 AZ0432'THE HIGHWAY, 20.1 METERS (66.0 FT) SOUTH OF A UTILITY POLE AND 1.3
 AZ0432'METERS (4.3 FT) WEST OF A FENCE.
 AZ0432'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AZ0432'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 AZ0432
 AZ0432                          STATION RECOVERY (1999)
 AZ0432
 AZ0432'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0432'RECOVERED IN GOOD CONDITION.
 AZ0432
 AZ0432                          STATION RECOVERY (2003)
 AZ0432
 AZ0432'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 AZ0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0408 ***********************************************************************
 AZ0408  DESIGNATION -  L 1416
 AZ0408  PID         -  AZ0408
 AZ0408  STATE/COUNTY-  TX/VAL VERDE
 AZ0408  USGS QUAD   -  SHUMLA (1973)
 AZ0408
 AZ0408                         *CURRENT SURVEY CONTROL
 AZ0408  ___________________________________________________________________
 AZ0408* NAD 83(1986)-  29 46 40.     (N)    101 23 26.     (W)     SCALED    
 AZ0408* NAVD 88     -       430.471  (meters)    1412.30   (feet)  ADJUSTED  
 AZ0408  ___________________________________________________________________
 AZ0408  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 AZ0408  DYNAMIC HT  -         429.844 (meters)    1410.25  (feet)  COMP
 AZ0408  MODELED GRAV-     979,172.4   (mgal)                       NAVD 88
 AZ0408
 AZ0408  VERT ORDER  -  FIRST     CLASS II
 AZ0408
 AZ0408.The horizontal coordinates were scaled from a topographic map and have
 AZ0408.an estimated accuracy of +/- 6 seconds.
 AZ0408
 AZ0408.The orthometric height was determined by differential leveling
 AZ0408.and adjusted by the National Geodetic Survey in June 1991..
 AZ0408
 AZ0408.The geoid height was determined by GEOID03.
 AZ0408
 AZ0408.The dynamic height is computed by dividing the NAVD 88
 AZ0408.geopotential number by the normal gravity value computed on the
 AZ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0408.degrees latitude (g = 980.6199 gals.).
 AZ0408
 AZ0408.The modeled gravity was interpolated from observed gravity values.
 AZ0408
 AZ0408;                    North         East    Units  Estimated Accuracy
 AZ0408;SPC TXSC     - 4,217,860.      368,870.      MT  (+/- 180 meters Scaled)
 AZ0408
 AZ0408                          SUPERSEDED SURVEY CONTROL
 AZ0408
 AZ0408.No superseded survey control is available for this station.
 AZ0408
 AZ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT688965(NAD 83)
 AZ0408_MARKER: DB = BENCH MARK DISK
 AZ0408_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0408_SP_SET: ROCK OUTCROP
 AZ0408_STAMPING: L 1416 1981
 AZ0408_MARK LOGO: NGS   
 AZ0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0408+STABILITY: POSITION/ELEVATION WELL
 AZ0408
 AZ0408  HISTORY     - Date     Condition        Report By
 AZ0408  HISTORY     - 1981     MONUMENTED       NGS
 AZ0408  HISTORY     - 19990120 GOOD             USPSQD
 AZ0408
 AZ0408                          STATION DESCRIPTION
 AZ0408
 AZ0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0408'19.7 KM (12.25 MI) SE FROM LANGTRY.
 AZ0408'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0408'OFFICE IN LANGTRY, THENCE 18.4 KM (11.45 MI) SOUTHEAST ALONG U.S.
 AZ0408'HIGHWAY 90, IN A 6 BY 20 FT EXPOSED AREA OF OUTCROPPING BEDROCK AT THE
 AZ0408'SOUTHEAST END OF A HIGHWAY CUT, 21.0 METERS (68.9 FT) SOUTHWEST OF THE
 AZ0408'CENTERLINE OF THE HIGHWAY AND 12.4 METERS (40.7 FT) NORTHEAST OF A
 AZ0408'FENCE.
 AZ0408'THE MARK IS 0.4 METERS  NNW FROM A WITNESS POST.
 AZ0408'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 AZ0408
 AZ0408                          STATION RECOVERY (1999)
 AZ0408
 AZ0408'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0637 ***********************************************************************
 BP0637  DESIGNATION -  L 1417
 BP0637  PID         -  BP0637
 BP0637  STATE/COUNTY-  TX/PECOS
 BP0637  USGS QUAD   -  BIG CANYON RANCH SW (1969)
 BP0637
 BP0637                         *CURRENT SURVEY CONTROL
 BP0637  ___________________________________________________________________
 BP0637* NAD 83(1986)-  30 17 19.     (N)    102 26 18.     (W)     SCALED    
 BP0637* NAVD 88     -       924.246  (meters)    3032.30   (feet)  ADJUSTED  
 BP0637  ___________________________________________________________________
 BP0637  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BP0637  DYNAMIC HT  -         922.806 (meters)    3027.57  (feet)  COMP
 BP0637  MODELED GRAV-     979,052.6   (mgal)                       NAVD 88
 BP0637
 BP0637  VERT ORDER  -  FIRST     CLASS II
 BP0637
 BP0637.The horizontal coordinates were scaled from a topographic map and have
 BP0637.an estimated accuracy of +/- 6 seconds.
 BP0637
 BP0637.The orthometric height was determined by differential leveling
 BP0637.and adjusted by the National Geodetic Survey in June 1991..
 BP0637
 BP0637.The geoid height was determined by GEOID03.
 BP0637
 BP0637.The dynamic height is computed by dividing the NAVD 88
 BP0637.geopotential number by the normal gravity value computed on the
 BP0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0637.degrees latitude (g = 980.6199 gals.).
 BP0637
 BP0637.The modeled gravity was interpolated from observed gravity values.
 BP0637
 BP0637;                    North         East    Units  Estimated Accuracy
 BP0637;SPC TX C     - 3,070,860.      497,510.      MT  (+/- 180 meters Scaled)
 BP0637
 BP0637                          SUPERSEDED SURVEY CONTROL
 BP0637
 BP0637.No superseded survey control is available for this station.
 BP0637
 BP0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP463535(NAD 83)
 BP0637_MARKER: I = METAL ROD
 BP0637_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BP0637+WITH SETTING: INFORMATION.
 BP0637_SP_SET: SHALLOW SET METAL ROD
 BP0637_STAMPING: L 1417 1981
 BP0637_MARK LOGO: NGS   
 BP0637_PROJECTION: FLUSH
 BP0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BP0637_ROD/PIPE-DEPTH: 2.7  meters
 BP0637
 BP0637  HISTORY     - Date     Condition        Report By
 BP0637  HISTORY     - 1981     MONUMENTED       NGS
 BP0637
 BP0637                          STATION DESCRIPTION
 BP0637
 BP0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0637'17.5 KM (10.85 MI) NORT FROM SANDERSON.
 BP0637'17.5 KM (10.85 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 BP0637'WITH U.S. HIGHWAY 90 IN SANDERSON, 20.1 METERS (65.9 FT)
 BP0637'SOUTH-SOUTHWEST OF A UTILITY POLE AND 18.3 METERS (60.0 FT)
 BP0637'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 BP0637'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0637'THE MARK IS 0.3 METERS  WNW FROM  A FENCE AND WITNESS POST
 BP0637'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0384 ***********************************************************************
 AZ0384  DESIGNATION -  L 1418
 AZ0384  PID         -  AZ0384
 AZ0384  STATE/COUNTY-  TX/TERRELL
 AZ0384  USGS QUAD   -  LOZIER CANYON NORTH (1979)
 AZ0384
 AZ0384                         *CURRENT SURVEY CONTROL
 AZ0384  ___________________________________________________________________
 AZ0384* NAD 83(1986)-  29 54 23.     (N)    101 48 51.     (W)     SCALED    
 AZ0384* NAVD 88     -       467.267  (meters)    1533.03   (feet)  ADJUSTED  
 AZ0384  ___________________________________________________________________
 AZ0384  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AZ0384  DYNAMIC HT  -         466.576 (meters)    1530.76  (feet)  COMP
 AZ0384  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 AZ0384
 AZ0384  VERT ORDER  -  FIRST     CLASS II
 AZ0384
 AZ0384.The horizontal coordinates were scaled from a topographic map and have
 AZ0384.an estimated accuracy of +/- 6 seconds.
 AZ0384
 AZ0384.The orthometric height was determined by differential leveling
 AZ0384.and adjusted by the National Geodetic Survey in June 1991..
 AZ0384
 AZ0384.The geoid height was determined by GEOID03.
 AZ0384
 AZ0384.The dynamic height is computed by dividing the NAVD 88
 AZ0384.geopotential number by the normal gravity value computed on the
 AZ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0384.degrees latitude (g = 980.6199 gals.).
 AZ0384
 AZ0384.The modeled gravity was interpolated from observed gravity values.
 AZ0384
 AZ0384;                    North         East    Units  Estimated Accuracy
 AZ0384;SPC TXSC     - 4,233,020.      328,270.      MT  (+/- 180 meters Scaled)
 AZ0384
 AZ0384                          SUPERSEDED SURVEY CONTROL
 AZ0384
 AZ0384.No superseded survey control is available for this station.
 AZ0384
 AZ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU282117(NAD 83)
 AZ0384_MARKER: I = METAL ROD
 AZ0384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0384_SP_SET: STAINLESS STEEL ROD
 AZ0384_STAMPING: L 1418 1981
 AZ0384_MARK LOGO: NGS   
 AZ0384_PROJECTION: FLUSH
 AZ0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0384_ROD/PIPE-DEPTH: 4.6  meters
 AZ0384
 AZ0384  HISTORY     - Date     Condition        Report By
 AZ0384  HISTORY     - 1981     MONUMENTED       NGS
 AZ0384
 AZ0384                          STATION DESCRIPTION
 AZ0384
 AZ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0384'29.7 KM (18.45 MI) NW FROM LANGTRY.
 AZ0384'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY LOOP 25 FROM THE POST
 AZ0384'OFFICE IN LANGTRY, THENCE 28.4 KM (17.65 MI) WESTERLY ALONG U.S.
 AZ0384'HIGHWAY 90, 19.0 METERS (62.3 FT) NORTH OF THE CENTERLINE OF THE WEST
 AZ0384'BOUND LANES OF THE HIGHWAY, 4.4 METERS (14.4 FT) SOUTHWEST OF A
 AZ0384'UTILITY POLE AND 0.4 METER (1.3 FT) SOUTH OF A FENCE.  NOTE=ACCESS
 AZ0384'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AZ0384'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 AZ0384'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0760 ***********************************************************************
 BP0760  DESIGNATION -  L 1419
 BP0760  PID         -  BP0760
 BP0760  STATE/COUNTY-  TX/PECOS
 BP0760  USGS QUAD   -  LONGFELLOW (1968)
 BP0760
 BP0760                         *CURRENT SURVEY CONTROL
 BP0760  ___________________________________________________________________
 BP0760* NAD 83(1986)-  30 09 54.     (N)    102 40 27.     (W)     SCALED    
 BP0760* NAVD 88     -      1065.614  (meters)    3496.10   (feet)  ADJUSTED  
 BP0760  ___________________________________________________________________
 BP0760  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 BP0760  DYNAMIC HT  -        1063.922 (meters)    3490.55  (feet)  COMP
 BP0760  MODELED GRAV-     979,017.8   (mgal)                       NAVD 88
 BP0760
 BP0760  VERT ORDER  -  FIRST     CLASS II
 BP0760
 BP0760.The horizontal coordinates were scaled from a topographic map and have
 BP0760.an estimated accuracy of +/- 6 seconds.
 BP0760
 BP0760.The orthometric height was determined by differential leveling
 BP0760.and adjusted by the National Geodetic Survey in June 1991..
 BP0760
 BP0760.The geoid height was determined by GEOID03.
 BP0760
 BP0760.The dynamic height is computed by dividing the NAVD 88
 BP0760.geopotential number by the normal gravity value computed on the
 BP0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0760.degrees latitude (g = 980.6199 gals.).
 BP0760
 BP0760.The modeled gravity was interpolated from observed gravity values.
 BP0760
 BP0760;                    North         East    Units  Estimated Accuracy
 BP0760;SPC TX C     - 3,057,620.      474,540.      MT  (+/- 180 meters Scaled)
 BP0760
 BP0760                          SUPERSEDED SURVEY CONTROL
 BP0760
 BP0760.No superseded survey control is available for this station.
 BP0760
 BP0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP239393(NAD 83)
 BP0760_MARKER: DB = BENCH MARK DISK
 BP0760_SETTING: 66 = SET IN ROCK OUTCROP
 BP0760_SP_SET: ROCK OUTCROP
 BP0760_STAMPING: L 1419 1981
 BP0760_MARK LOGO: NGS   
 BP0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0760+STABILITY: POSITION/ELEVATION WELL
 BP0760
 BP0760  HISTORY     - Date     Condition        Report By
 BP0760  HISTORY     - 1981     MONUMENTED       NGS
 BP0760
 BP0760                          STATION DESCRIPTION
 BP0760
 BP0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0760'30.1 KM (18.65 MI) WEST FROM SANDERSON.
 BP0760'0.1 KM (0.05 MI) NORTHEAST ALONG PERSIMMON STREET FROM THE SOUTHERN
 BP0760'PACIFIC RAILROAD STATION IN SANDERSON, THENCE 29.9 KM (18.55) WESTERLY
 BP0760'ALONG U.S. HIGHWAY 90, AT A SMALL HIGHWAY CUT BANK, IN A 4 BY 20 FT
 BP0760'EXPOSED AREA OF OUTCROPPING BEDROCK, 14.0 METERS (45.9 FT)
 BP0760'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 9.5 METERS (31.2
 BP0760'FT) NORTH-NORTHEAST OF A FENCE.
 BP0760'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 BP0760'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0057 ***********************************************************************
 DQ0057  DESIGNATION -  L 142
 DQ0057  PID         -  DQ0057
 DQ0057  STATE/COUNTY-  TX/HOCKLEY
 DQ0057  USGS QUAD   -  BUSTERVILLE (1985)
 DQ0057
 DQ0057                         *CURRENT SURVEY CONTROL
 DQ0057  ___________________________________________________________________
 DQ0057* NAD 83(1986)-  33 27 40.     (N)    102 05 24.     (W)     SCALED    
 DQ0057* NAVD 88     -      1015.819  (meters)    3332.73   (feet)  ADJUSTED  
 DQ0057  ___________________________________________________________________
 DQ0057  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 DQ0057  DYNAMIC HT  -        1014.493 (meters)    3328.38  (feet)  COMP
 DQ0057  MODELED GRAV-     979,297.2   (mgal)                       NAVD 88
 DQ0057
 DQ0057  VERT ORDER  -  FIRST     CLASS II
 DQ0057
 DQ0057.The horizontal coordinates were scaled from a topographic map and have
 DQ0057.an estimated accuracy of +/- 6 seconds.
 DQ0057
 DQ0057.The orthometric height was determined by differential leveling
 DQ0057.and adjusted by the National Geodetic Survey in June 1991..
 DQ0057
 DQ0057.The geoid height was determined by GEOID03.
 DQ0057
 DQ0057.The dynamic height is computed by dividing the NAVD 88
 DQ0057.geopotential number by the normal gravity value computed on the
 DQ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0057.degrees latitude (g = 980.6199 gals.).
 DQ0057
 DQ0057.The modeled gravity was interpolated from observed gravity values.
 DQ0057
 DQ0057;                    North         East    Units  Estimated Accuracy
 DQ0057;SPC TXNC     - 2,204,690.      266,360.      MT  (+/- 180 meters Scaled)
 DQ0057
 DQ0057                          SUPERSEDED SURVEY CONTROL
 DQ0057
 DQ0057  NGVD 29 (??/??/92) 1015.448  (m)         3331.52   (f) ADJ UNCH    1 2
 DQ0057
 DQ0057.Superseded values are not recommended for survey control.
 DQ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0057.See file dsdata.txt to determine how the superseded data were derived.
 DQ0057
 DQ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT704061(NAD 83)
 DQ0057_MARKER: DB = BENCH MARK DISK
 DQ0057_SETTING: 0 = UNSPECIFIED SETTING
 DQ0057_STAMPING: L 142 1933
 DQ0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0057
 DQ0057  HISTORY     - Date     Condition        Report By
 DQ0057  HISTORY     - 1933     MONUMENTED       CGS
 DQ0057  HISTORY     - 1934     GOOD             NGS
 DQ0057  HISTORY     - 1963     MARK NOT FOUND   NGS
 DQ0057
 DQ0057                          STATION DESCRIPTION
 DQ0057
 DQ0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0057'5.4 MI NE FROM ROPESVILLE.
 DQ0057'5.4 MI. N.E. ALONG P. AND S.F. RR FROM RR STATION ALONG THE RIGHT OF
 DQ0057'WAY OF THE LUBBOCK AND SEAGRAVES BRANCH OF THE PANHANDLE AND SANTA FE
 DQ0057'RAILROAD, AT THE SIDING BALCH, 0.8 MILE SOUTHWEST OF MILE POLE 16, 13
 DQ0057'1/2 RAIL LENGTHS, APPROXIMATELY 150 YARDS NORTHEAST OF SWITCH STAND TO
 DQ0057'SIDING, 68 FEET SOUTHEAST OF THE RAILROAD SIGNBOARD BALCH, 88 FEET
 DQ0057'SOUTHEAST OF THE SOUTHEAST TRACK, 9 FEET NORTHWEST OF RIGHT OF WAY
 DQ0057'FENCE.  STANDARD DISK, STAMPED L 142 1933.
 DQ0057
 DQ0057                          STATION RECOVERY (1963)
 DQ0057
 DQ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DQ0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1296 ***********************************************************************
 AE1296  DESIGNATION -  L 1420
 AE1296  PID         -  AE1296
 AE1296  STATE/COUNTY-  TX/STARR
 AE1296  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1296
 AE1296                         *CURRENT SURVEY CONTROL
 AE1296  ___________________________________________________________________
 AE1296* NAD 83(1986)-  26 26 39.     (N)    099 01 37.     (W)     SCALED    
 AE1296* NAVD 88     -       105.514  (meters)     346.17   (feet)  ADJUSTED  
 AE1296  ___________________________________________________________________
 AE1296  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AE1296  DYNAMIC HT  -         105.340 (meters)     345.60  (feet)  COMP
 AE1296  MODELED GRAV-     979,002.0   (mgal)                       NAVD 88
 AE1296
 AE1296  VERT ORDER  -  FIRST     CLASS II
 AE1296
 AE1296.The horizontal coordinates were scaled from a topographic map and have
 AE1296.an estimated accuracy of +/- 6 seconds.
 AE1296
 AE1296.The orthometric height was determined by differential leveling
 AE1296.and adjusted by the National Geodetic Survey in June 1991..
 AE1296
 AE1296.The geoid height was determined by GEOID03.
 AE1296
 AE1296.The dynamic height is computed by dividing the NAVD 88
 AE1296.geopotential number by the normal gravity value computed on the
 AE1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1296.degrees latitude (g = 980.6199 gals.).
 AE1296
 AE1296.The modeled gravity was interpolated from observed gravity values.
 AE1296
 AE1296;                    North         East    Units  Estimated Accuracy
 AE1296;SPC TX S     - 5,086,250.      247,450.      MT  (+/- 180 meters Scaled)
 AE1296
 AE1296                          SUPERSEDED SURVEY CONTROL
 AE1296
 AE1296.No superseded survey control is available for this station.
 AE1296
 AE1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ973248(NAD 83)
 AE1296_MARKER: I = METAL ROD
 AE1296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1296_SP_SET: STAINLESS STEEL ROD
 AE1296_STAMPING: L 1420 1981
 AE1296_MARK LOGO: NGS   
 AE1296_PROJECTION: FLUSH
 AE1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1296_ROD/PIPE-DEPTH: 3.4  meters
 AE1296
 AE1296  HISTORY     - Date     Condition        Report By
 AE1296  HISTORY     - 1981     MONUMENTED       NGS
 AE1296
 AE1296                          STATION DESCRIPTION
 AE1296
 AE1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1296'3.7 KM (2.3 MI) NNW FROM ROMA.
 AE1296'3.7 KM (2.3 MI) NORTH NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST
 AE1296'OFFICE IN ROMA, AT A SLIGHT WIDENING OF THE ROAD AND A PUBLIC TRASH
 AE1296'DISPOSAL AREA, 15.0 METERS (49.3 FT) WEST SOUTHWEST OF CENTER OF
 AE1296'HIGHWAY, 36.0 METERS (118.0 FT) SOUTH SOUTHEAST OF A WOODEN
 AE1296'RIGHT-OF-WAY POST, 0.61 METER (2.0 FT) SOUTHEAST OF A POWERLINE POLE,
 AE1296'11.0 METERS (35.8 FT) NORTHWEST OF A PUBLIC TRASH BARRELL, AND
 AE1296'0.30 METERS (1.0 FT) EAST NORTHEAST OF A FENCE LINE.  NOTE, ROD
 AE1296'DRIVEN TO REFUSAL.
 AE1296'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 AE1296'THE MARK IS 0.90 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1229 ***********************************************************************
 AE1229  DESIGNATION -  L 1421
 AE1229  PID         -  AE1229
 AE1229  STATE/COUNTY-  TX/HIDALGO
 AE1229  USGS QUAD   -  PHARR (1983)
 AE1229
 AE1229                         *CURRENT SURVEY CONTROL
 AE1229  ___________________________________________________________________
 AE1229* NAD 83(1986)-  26 09 33.     (N)    098 11 23.     (W)     SCALED    
 AE1229* NAVD 88     -        28.483  (meters)      93.45   (feet)  ADJUSTED  
 AE1229  ___________________________________________________________________
 AE1229  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AE1229  DYNAMIC HT  -          28.435 (meters)      93.29  (feet)  COMP
 AE1229  MODELED GRAV-     978,990.3   (mgal)                       NAVD 88
 AE1229
 AE1229  VERT ORDER  -  FIRST     CLASS II
 AE1229
 AE1229.The horizontal coordinates were scaled from a topographic map and have
 AE1229.an estimated accuracy of +/- 6 seconds.
 AE1229
 AE1229.The orthometric height was determined by differential leveling
 AE1229.and adjusted by the National Geodetic Survey in June 1991..
 AE1229
 AE1229.The geoid height was determined by GEOID03.
 AE1229
 AE1229.The dynamic height is computed by dividing the NAVD 88
 AE1229.geopotential number by the normal gravity value computed on the
 AE1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1229.degrees latitude (g = 980.6199 gals.).
 AE1229
 AE1229.The modeled gravity was interpolated from observed gravity values.
 AE1229
 AE1229;                    North         East    Units  Estimated Accuracy
 AE1229;SPC TX S     - 5,054,610.      331,020.      MT  (+/- 180 meters Scaled)
 AE1229
 AE1229                          SUPERSEDED SURVEY CONTROL
 AE1229
 AE1229.No superseded survey control is available for this station.
 AE1229
 AE1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP809935(NAD 83)
 AE1229_MARKER: I = METAL ROD
 AE1229_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE1229_SP_SET: STAINLESS STEEL ROD
 AE1229_STAMPING: L 1421 1981
 AE1229_MARK LOGO: NGS   
 AE1229_PROJECTION: FLUSH
 AE1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1229_ROD/PIPE-DEPTH: 6.10 meters
 AE1229
 AE1229  HISTORY     - Date     Condition        Report By
 AE1229  HISTORY     - 1981     MONUMENTED       NGS
 AE1229
 AE1229                          STATION DESCRIPTION
 AE1229
 AE1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AE1229'3.9 KM (2.45 MI) SOUTH FROM PHARR.
 AE1229'3.9 KM (2.45 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE1229'U.S. HIGHWAY 83 BUSINESS AT PHARR, AT THE JUNCTION OF RANCHO BLANCO
 AE1229'LEADING EAST, 15.8 METERS (52.0 FT) EAST OF THE CENTERLINE OF THE
 AE1229'HIGHWAY, 7.5 METERS (24.5 FT) NORTH OF THE CENTER OF THE ROAD,
 AE1229'1.7 METERS (5.5 FT) NORTH OF AN UNDERGROUND TELEPHONE CABLE JUNCTION
 AE1229'BOX, 1.5 METERS (4.8 FT) NORTH OF A POWERLINE POLE, 2.2 METERS
 AE1229'(7.2 FT) NORTHWEST OF A SMALL MULTI TRUNKED TREE, AND 2.2 METERS
 AE1229'(7.2 FT) SOUTH SOUTHEAST OF A 12 INCH PALM TREE.  NOTE, ROD DRIVEN TO
 AE1229'REFUSAL.
 AE1229'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 AE1229'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1100 ***********************************************************************
 AJ1100  DESIGNATION -  L 1422
 AJ1100  PID         -  AJ1100
 AJ1100  STATE/COUNTY-  TX/WEBB
 AJ1100  USGS QUAD   -  LAREDO WEST (1980)
 AJ1100
 AJ1100                         *CURRENT SURVEY CONTROL
 AJ1100  ___________________________________________________________________
 AJ1100* NAD 83(1986)-  27 33 51.     (N)    099 30 21.     (W)     SCALED    
 AJ1100* NAVD 88     -       129.471  (meters)     424.77   (feet)  ADJUSTED  
 AJ1100  ___________________________________________________________________
 AJ1100  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AJ1100  DYNAMIC HT  -         129.267 (meters)     424.10  (feet)  COMP
 AJ1100  MODELED GRAV-     979,071.3   (mgal)                       NAVD 88
 AJ1100
 AJ1100  VERT ORDER  -  FIRST     CLASS II
 AJ1100
 AJ1100.The horizontal coordinates were scaled from a topographic map and have
 AJ1100.an estimated accuracy of +/- 6 seconds.
 AJ1100
 AJ1100.The orthometric height was determined by differential leveling
 AJ1100.and adjusted by the National Geodetic Survey in June 1991..
 AJ1100
 AJ1100.The geoid height was determined by GEOID03.
 AJ1100
 AJ1100.The dynamic height is computed by dividing the NAVD 88
 AJ1100.geopotential number by the normal gravity value computed on the
 AJ1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1100.degrees latitude (g = 980.6199 gals.).
 AJ1100
 AJ1100.The modeled gravity was interpolated from observed gravity values.
 AJ1100
 AJ1100;                    North         East    Units  Estimated Accuracy
 AJ1100;SPC TX S     - 5,210,630.      200,680.      MT  (+/- 180 meters Scaled)
 AJ1100
 AJ1100                          SUPERSEDED SURVEY CONTROL
 AJ1100
 AJ1100.No superseded survey control is available for this station.
 AJ1100
 AJ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR500490(NAD 83)
 AJ1100_MARKER: I = METAL ROD
 AJ1100_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1100_SP_SET: STAINLESS STEEL ROD
 AJ1100_STAMPING: L 1422 1981
 AJ1100_MARK LOGO: NGS   
 AJ1100_PROJECTION: RECESSED 3 CENTIMETERS
 AJ1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1100_ROD/PIPE-DEPTH: 6.7  meters
 AJ1100
 AJ1100  HISTORY     - Date     Condition        Report By
 AJ1100  HISTORY     - 1981     MONUMENTED       NGS
 AJ1100
 AJ1100                          STATION DESCRIPTION
 AJ1100
 AJ1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AJ1100'7.0 KM (4.35 MI) NORTH FROM LAREDO.
 AJ1100'ONE AND ONE HALF BLOCKS (0.1 MI) WEST ALONG MATAMOROS STREET FROM THE
 AJ1100'POST OFFICE AT LAREDO, THENCE 6.7 KM (4.15 MI) NORTH ALONG SANTA MARIA
 AJ1100'AVENUE, THENCE 0.2 KM (0.1 MI) WEST ALONG DEL MAR INDUSTRIAL PARK
 AJ1100'ROAD, AT THE MISSOURI PACIFIC RAILROAD CROSSING AT THE FIRST TELEPHONE
 AJ1100'POLE SOUTH OF AN EAST WEST POWERLINE, 34.7 METERS (114.0 FT) SOUTH OF
 AJ1100'THE CENTER OF THE ROAD, 13.9 METERS (45.5 FT) WEST OF THE WEST RAIL OF
 AJ1100'THE MAIN TRACK, 28.7 METERS (94.0 FT) SOUTHWEST OF A RAILROAD SIGNAL,
 AJ1100'37.2 METERS (122.0 FT) WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AJ1100'ANTONIO YARZA WAREHOUSE, 19.7 METERS (64.5 FT) SOUTH OF THE NORTHEAST
 AJ1100'CORNER FENCE POST OF A CHAIN LINK FENCE AROUND THE GILBERT
 AJ1100'INTERNATIONAL WAREHOUSE, 0.52 METERS (1.7 FT) EAST OF THE FENCE LINE,
 AJ1100'1.4 METERS (4.7 FT) SOUTHWEST OF THE TELEPHONE POLE, NOTE, ROD DRIVEN
 AJ1100'TO REFUSAL.
 AJ1100'THE MARK IS 0.61 METERS  NE FROM A WITNESS POST.
 AJ1100'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0686 ***********************************************************************
 BP0686  DESIGNATION -  L 1426
 BP0686  PID         -  BP0686
 BP0686  STATE/COUNTY-  TX/PECOS
 BP0686  USGS QUAD   -  SADDLE BUTTE (1970)
 BP0686
 BP0686                         *CURRENT SURVEY CONTROL
 BP0686  ___________________________________________________________________
 BP0686* NAD 83(1986)-  30 56 48.     (N)    102 35 31.     (W)     SCALED    
 BP0686* NAVD 88     -       870.027  (meters)    2854.41   (feet)  ADJUSTED  
 BP0686  ___________________________________________________________________
 BP0686  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 BP0686  DYNAMIC HT  -         868.744 (meters)    2850.20  (feet)  COMP
 BP0686  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 BP0686
 BP0686  VERT ORDER  -  FIRST     CLASS II
 BP0686
 BP0686.The horizontal coordinates were scaled from a topographic map and have
 BP0686.an estimated accuracy of +/- 6 seconds.
 BP0686
 BP0686.The orthometric height was determined by differential leveling
 BP0686.and adjusted by the National Geodetic Survey in June 1991..
 BP0686
 BP0686.The geoid height was determined by GEOID03.
 BP0686
 BP0686.The dynamic height is computed by dividing the NAVD 88
 BP0686.geopotential number by the normal gravity value computed on the
 BP0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0686.degrees latitude (g = 980.6199 gals.).
 BP0686
 BP0686.The modeled gravity was interpolated from observed gravity values.
 BP0686
 BP0686;                    North         East    Units  Estimated Accuracy
 BP0686;SPC TX C     - 3,144,090.      484,210.      MT  (+/- 180 meters Scaled)
 BP0686
 BP0686                          SUPERSEDED SURVEY CONTROL
 BP0686
 BP0686.No superseded survey control is available for this station.
 BP0686
 BP0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ300261(NAD 83)
 BP0686_MARKER: I = METAL ROD
 BP0686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BP0686_SP_SET: STAINLESS STEEL ROD
 BP0686_STAMPING: L 1426 1981
 BP0686_MARK LOGO: NGS   
 BP0686_PROJECTION: FLUSH
 BP0686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0686+STABILITY: POSITION/ELEVATION WELL
 BP0686_ROD/PIPE-DEPTH: 4.6  meters
 BP0686
 BP0686  HISTORY     - Date     Condition        Report By
 BP0686  HISTORY     - 1981     MONUMENTED       NGS
 BP0686
 BP0686                          STATION DESCRIPTION
 BP0686
 BP0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BP0686'23.6 KM (14.65 MI) SW FROM GIRVIN.
 BP0686'23.6 KM (14.65 MI) SOUTHWEST ALONG U.S. HIGHWAYS 67 AND 385 FROM ITS
 BP0686'JUNCTION WITH STATE HIGHWAY 11 IN GIRVIN, 25.8 METERS (84.6 FT)
 BP0686'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 7.3 METERS (24.0
 BP0686'FT) SOUTH-SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD.
 BP0686'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BP0686'THE MARK IS 0.3 METERS  E FROM  A FENCE AND WITNESS POST
 BP0686'THE MARK IS 20.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0663 ***********************************************************************
 CC0663  DESIGNATION -  L 1427
 CC0663  PID         -  CC0663
 CC0663  STATE/COUNTY-  TX/UPTON
 CC0663  USGS QUAD   -  MC CAMEY NORTH (1972)
 CC0663
 CC0663                         *CURRENT SURVEY CONTROL
 CC0663  ___________________________________________________________________
 CC0663* NAD 83(1986)-  31 08 49.     (N)    102 11 13.     (W)     SCALED    
 CC0663* NAVD 88     -       759.128  (meters)    2490.57   (feet)  ADJUSTED  
 CC0663  ___________________________________________________________________
 CC0663  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CC0663  DYNAMIC HT  -         758.035 (meters)    2486.99  (feet)  COMP
 CC0663  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 CC0663
 CC0663  VERT ORDER  -  FIRST     CLASS II
 CC0663
 CC0663.The horizontal coordinates were scaled from a topographic map and have
 CC0663.an estimated accuracy of +/- 6 seconds.
 CC0663
 CC0663.The orthometric height was determined by differential leveling
 CC0663.and adjusted by the National Geodetic Survey in June 1991..
 CC0663
 CC0663.The geoid height was determined by GEOID03.
 CC0663
 CC0663.The dynamic height is computed by dividing the NAVD 88
 CC0663.geopotential number by the normal gravity value computed on the
 CC0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0663.degrees latitude (g = 980.6199 gals.).
 CC0663
 CC0663.The modeled gravity was interpolated from observed gravity values.
 CC0663
 CC0663;                    North         East    Units  Estimated Accuracy
 CC0663;SPC TX C     - 3,165,570.      523,270.      MT  (+/- 180 meters Scaled)
 CC0663
 CC0663                          SUPERSEDED SURVEY CONTROL
 CC0663
 CC0663.No superseded survey control is available for this station.
 CC0663
 CC0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ681492(NAD 83)
 CC0663_MARKER: I = METAL ROD
 CC0663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0663_SP_SET: STAINLESS STEEL ROD
 CC0663_STAMPING: L 1427 1981
 CC0663_MARK LOGO: NGS   
 CC0663_PROJECTION: FLUSH
 CC0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0663_ROD/PIPE-DEPTH: 7.9  meters
 CC0663
 CC0663  HISTORY     - Date     Condition        Report By
 CC0663  HISTORY     - 1981     MONUMENTED       NGS
 CC0663
 CC0663                          STATION DESCRIPTION
 CC0663
 CC0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CC0663'3.9 KM (2.4 MI) NE FROM MCCAMEY.
 CC0663'3.9 KM (2.4 MI) NORTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION WITH
 CC0663'FARM ROAD 305 IN MCCAMEY, 1.7 KM (1.05 MI) NORTHEAST OF A SIDE ROAD
 CC0663'LEADING SOUTHEAST, 0.2 KM (0.1 MI) NORTHEAST OF A POWERLINE CROSSING
 CC0663'AND 22.4 METERS (73.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CC0663'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0663'THE MARK IS 0.4 METERS  S FROM  A FENCE AND WITNESS POST
 CC0663'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0681 ***********************************************************************
 CB0681  DESIGNATION -  L 1428
 CB0681  PID         -  CB0681
 CB0681  STATE/COUNTY-  TX/REAGAN
 CB0681  USGS QUAD   -  TEXON (1970)
 CB0681
 CB0681                         *CURRENT SURVEY CONTROL
 CB0681  ___________________________________________________________________
 CB0681* NAD 83(1986)-  31 13 52.     (N)    101 39 24.     (W)     SCALED    
 CB0681* NAVD 88     -       822.025  (meters)    2696.93   (feet)  ADJUSTED  
 CB0681  ___________________________________________________________________
 CB0681  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CB0681  DYNAMIC HT  -         820.826 (meters)    2692.99  (feet)  COMP
 CB0681  MODELED GRAV-     979,155.0   (mgal)                       NAVD 88
 CB0681
 CB0681  VERT ORDER  -  FIRST     CLASS II
 CB0681
 CB0681.The horizontal coordinates were scaled from a topographic map and have
 CB0681.an estimated accuracy of +/- 6 seconds.
 CB0681
 CB0681.The orthometric height was determined by differential leveling
 CB0681.and adjusted by the National Geodetic Survey in June 1991..
 CB0681
 CB0681.The geoid height was determined by GEOID03.
 CB0681
 CB0681.The dynamic height is computed by dividing the NAVD 88
 CB0681.geopotential number by the normal gravity value computed on the
 CB0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0681.degrees latitude (g = 980.6199 gals.).
 CB0681
 CB0681.The modeled gravity was interpolated from observed gravity values.
 CB0681
 CB0681;                    North         East    Units  Estimated Accuracy
 CB0681;SPC TX C     - 3,174,180.      573,940.      MT  (+/- 180 meters Scaled)
 CB0681
 CB0681                          SUPERSEDED SURVEY CONTROL
 CB0681
 CB0681.No superseded survey control is available for this station.
 CB0681
 CB0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV469582(NAD 83)
 CB0681_MARKER: I = METAL ROD
 CB0681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0681_SP_SET: STAINLESS STEEL ROD
 CB0681_STAMPING: L 1428 1981
 CB0681_MARK LOGO: NGS   
 CB0681_PROJECTION: FLUSH
 CB0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0681+STABILITY: POSITION/ELEVATION WELL
 CB0681_ROD/PIPE-DEPTH: 5.8  meters
 CB0681
 CB0681  HISTORY     - Date     Condition        Report By
 CB0681  HISTORY     - 1981     MONUMENTED       NGS
 CB0681
 CB0681                          STATION DESCRIPTION
 CB0681
 CB0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0681'18.4 KM (11.45 MI) WEST FROM BIG LAKE.
 CB0681'18.4 KM (11.45 MI) WESTERLY ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 CB0681'WITH STATE HIGHWAY 137 IN BIG LAKE, 31.4 METERS (103.0 FT) NORTH OF
 CB0681'THE CENTER OF FARM ROAD 1675, 27.3 METERS (89.6 FT) NORTH OF THE
 CB0681'CENTERLINE OF THE HIGHWAY AND 16.1 METERS (52.8 FT) NORTH OF A HIGHWAY
 CB0681'INFORMATION SIGN (67).  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CB0681'5-INCH LOGO CAP.
 CB0681'THE MARK IS 0.4 METERS  S FROM  A FENCE AND WITNESS POST
 CB0681'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0751 ***********************************************************************
 CA0751  DESIGNATION -  L 1429
 CA0751  PID         -  CA0751
 CA0751  STATE/COUNTY-  TX/MCCULLOCH
 CA0751  USGS QUAD   -  MELVIN (1960)
 CA0751
 CA0751                         *CURRENT SURVEY CONTROL
 CA0751  ___________________________________________________________________
 CA0751* NAD 83(1986)-  31 12 12.     (N)    099 32 48.     (W)     SCALED    
 CA0751* NAVD 88     -       558.178  (meters)    1831.29   (feet)  ADJUSTED  
 CA0751  ___________________________________________________________________
 CA0751  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CA0751  DYNAMIC HT  -         557.419 (meters)    1828.80  (feet)  COMP
 CA0751  MODELED GRAV-     979,264.1   (mgal)                       NAVD 88
 CA0751
 CA0751  VERT ORDER  -  FIRST     CLASS II
 CA0751
 CA0751.The horizontal coordinates were scaled from a topographic map and have
 CA0751.an estimated accuracy of +/- 6 seconds.
 CA0751
 CA0751.The orthometric height was determined by differential leveling
 CA0751.and adjusted by the National Geodetic Survey in June 1991..
 CA0751
 CA0751.The geoid height was determined by GEOID03.
 CA0751
 CA0751.The dynamic height is computed by dividing the NAVD 88
 CA0751.geopotential number by the normal gravity value computed on the
 CA0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0751.degrees latitude (g = 980.6199 gals.).
 CA0751
 CA0751.The modeled gravity was interpolated from observed gravity values.
 CA0751
 CA0751;                    North         East    Units  Estimated Accuracy
 CA0751;SPC TX C     - 3,170,610.      774,960.      MT  (+/- 180 meters Scaled)
 CA0751
 CA0751                          SUPERSEDED SURVEY CONTROL
 CA0751
 CA0751.No superseded survey control is available for this station.
 CA0751
 CA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV479522(NAD 83)
 CA0751_MARKER: I = METAL ROD
 CA0751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0751_SP_SET: STAINLESS STEEL ROD
 CA0751_STAMPING: L 1429 1981
 CA0751_MARK LOGO: NGS   
 CA0751_PROJECTION: FLUSH
 CA0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0751_ROD/PIPE-DEPTH: 4.9  meters
 CA0751
 CA0751  HISTORY     - Date     Condition        Report By
 CA0751  HISTORY     - 1981     MONUMENTED       NGS
 CA0751  HISTORY     - 19990108 GOOD             USPSQD
 CA0751
 CA0751                          STATION DESCRIPTION
 CA0751
 CA0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0751'22.4 KM (13.9 MI) NW FROM BRADY.
 CA0751'22.4 KM (13.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM THE
 CA0751'COURTHOUSE IN BRADY, 0.4 KM (0.25 MI) EAST OF A POWERLINE CROSSING,
 CA0751'0.1 KM (0.05 MI) EAST OF A MULTI-BOX CULVERT AND 15.0 METERS (49.2 FT)
 CA0751'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CA0751'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0751'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST AND FENCE
 CA0751'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CA0751
 CA0751                          STATION RECOVERY (1999)
 CA0751
 CA0751'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0725 ***********************************************************************
 CA0725  DESIGNATION -  L 1430
 CA0725  PID         -  CA0725
 CA0725  STATE/COUNTY-  TX/CONCHO
 CA0725  USGS QUAD   -  LIVE OAK (1970)
 CA0725
 CA0725                         *CURRENT SURVEY CONTROL
 CA0725  ___________________________________________________________________
 CA0725* NAD 83(1986)-  31 13 50.     (N)    099 59 12.     (W)     SCALED    
 CA0725* NAVD 88     -       642.544  (meters)    2108.08   (feet)  ADJUSTED  
 CA0725  ___________________________________________________________________
 CA0725  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CA0725  DYNAMIC HT  -         641.653 (meters)    2105.16  (feet)  COMP
 CA0725  MODELED GRAV-     979,233.4   (mgal)                       NAVD 88
 CA0725
 CA0725  VERT ORDER  -  FIRST     CLASS II
 CA0725
 CA0725.The horizontal coordinates were scaled from a topographic map and have
 CA0725.an estimated accuracy of +/- 6 seconds.
 CA0725
 CA0725.The orthometric height was determined by differential leveling
 CA0725.and adjusted by the National Geodetic Survey in June 1991..
 CA0725
 CA0725.The geoid height was determined by GEOID03.
 CA0725
 CA0725.The dynamic height is computed by dividing the NAVD 88
 CA0725.geopotential number by the normal gravity value computed on the
 CA0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0725.degrees latitude (g = 980.6199 gals.).
 CA0725
 CA0725.The modeled gravity was interpolated from observed gravity values.
 CA0725
 CA0725;                    North         East    Units  Estimated Accuracy
 CA0725;SPC TX C     - 3,173,420.      733,030.      MT  (+/- 180 meters Scaled)
 CA0725
 CA0725                          SUPERSEDED SURVEY CONTROL
 CA0725
 CA0725.No superseded survey control is available for this station.
 CA0725
 CA0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV060555(NAD 83)
 CA0725_MARKER: DB = BENCH MARK DISK
 CA0725_SETTING: 66 = SET IN ROCK OUTCROP
 CA0725_SP_SET: ROCK OUTCROP
 CA0725_STAMPING: L 1430 1981
 CA0725_MARK LOGO: NGS   
 CA0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0725+STABILITY: POSITION/ELEVATION WELL
 CA0725
 CA0725  HISTORY     - Date     Condition        Report By
 CA0725  HISTORY     - 1981     MONUMENTED       NGS
 CA0725  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 CA0725  HISTORY     - 20010219 GOOD             USPSQD
 CA0725
 CA0725                          STATION DESCRIPTION
 CA0725
 CA0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0725'14.0 KM (8.7 MI) WEST FROM EDEN.
 CA0725'14.0 KM (8.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 87 FROM ITS JUNCTION
 CA0725'WITH U. S. HIGHWAY 83 IN EDEN, IN TOP OF A 4 BY 16 FT EXPOSED AREA OF
 CA0725'OUTCROPPING BEDROCK, 34.3 METERS (112.5 FT) NORTHEAST OF THE
 CA0725'CENTERLINE OF THE HIGHWAY AND 18.6 METERS (61.0 FT) NORTHEAST OF A
 CA0725'FENCE.
 CA0725'THE MARK IS 1.8 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0725'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 CA0725
 CA0725                          STATION RECOVERY (1999)
 CA0725
 CA0725'RECOVERY NOTE BY US POWER SQUADRON 1999
 CA0725'MARK NOT FOUND.
 CA0725
 CA0725                          STATION RECOVERY (2001)
 CA0725
 CA0725'RECOVERY NOTE BY US POWER SQUADRON 2001 (DOR)
 CA0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0772 ***********************************************************************
 CB0772  DESIGNATION -  L 1431
 CB0772  PID         -  CB0772
 CB0772  STATE/COUNTY-  TX/TOM GREEN
 CB0772  USGS QUAD   -  VERIBEST (1984)
 CB0772
 CB0772                         *CURRENT SURVEY CONTROL
 CB0772  ___________________________________________________________________
 CB0772* NAD 83(1986)-  31 22 32.     (N)    100 20 41.     (W)     SCALED    
 CB0772* NAVD 88     -       566.224  (meters)    1857.69   (feet)  ADJUSTED  
 CB0772  ___________________________________________________________________
 CB0772  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CB0772  DYNAMIC HT  -         565.445 (meters)    1855.13  (feet)  COMP
 CB0772  MODELED GRAV-     979,247.4   (mgal)                       NAVD 88
 CB0772
 CB0772  VERT ORDER  -  FIRST     CLASS II
 CB0772
 CB0772.The horizontal coordinates were scaled from a topographic map and have
 CB0772.an estimated accuracy of +/- 6 seconds.
 CB0772
 CB0772.The orthometric height was determined by differential leveling
 CB0772.and adjusted by the National Geodetic Survey in June 1991..
 CB0772
 CB0772.The geoid height was determined by GEOID03.
 CB0772
 CB0772.The dynamic height is computed by dividing the NAVD 88
 CB0772.geopotential number by the normal gravity value computed on the
 CB0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0772.degrees latitude (g = 980.6199 gals.).
 CB0772
 CB0772.The modeled gravity was interpolated from observed gravity values.
 CB0772
 CB0772;                    North         East    Units  Estimated Accuracy
 CB0772;SPC TX C     - 3,189,440.      698,920.      MT  (+/- 180 meters Scaled)
 CB0772
 CB0772                          SUPERSEDED SURVEY CONTROL
 CB0772
 CB0772.No superseded survey control is available for this station.
 CB0772
 CB0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV721720(NAD 83)
 CB0772_MARKER: I = METAL ROD
 CB0772_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CB0772_SP_SET: STAINLESS STEEL ROD
 CB0772_STAMPING: L 1431 1981
 CB0772_MARK LOGO: NGS   
 CB0772_PROJECTION: FLUSH
 CB0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0772_ROD/PIPE-DEPTH: 3.7  meters
 CB0772
 CB0772  HISTORY     - Date     Condition        Report By
 CB0772  HISTORY     - 1981     MONUMENTED       NGS
 CB0772
 CB0772                          STATION DESCRIPTION
 CB0772
 CB0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0772'13.7 KM (8.55 MI) SE FROM SAN ANGELO.
 CB0772'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG CHADBOURNE STREET AND FARM ROAD
 CB0772'1223 FROM THE RAILROAD STATION IN SAN ANGELO, THENCE 3.0 KM (1.9 MI)
 CB0772'SOUTHEASTERLY ALONG U. S. HIGHWAY 87, 50.3 METERS (165.0 FT) SOUTH OF
 CB0772'THE CENTERLINE OF THE HIGHWAY, 13.7 METERS (44.9 FT) SOUTH OF THE
 CB0772'CENTER OF A PAVED ROAD LEADING WEST AND 0.7 METER (2.3 MI) EAST OF A
 CB0772'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CB0772'CAP.
 CB0772'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CB0772'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0499 ***********************************************************************
 AZ0499  DESIGNATION -  L 1432
 AZ0499  PID         -  AZ0499
 AZ0499  STATE/COUNTY-  TX/KINNEY
 AZ0499  USGS QUAD   -  ANACACHO (1974)
 AZ0499
 AZ0499                         *CURRENT SURVEY CONTROL
 AZ0499  ___________________________________________________________________
 AZ0499* NAD 83(1986)-  29 10 43.     (N)    100 19 12.     (W)     SCALED    
 AZ0499* NAVD 88     -       292.885  (meters)     960.91   (feet)  ADJUSTED  
 AZ0499  ___________________________________________________________________
 AZ0499  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 AZ0499  DYNAMIC HT  -         292.459 (meters)     959.51  (feet)  COMP
 AZ0499  MODELED GRAV-     979,179.6   (mgal)                       NAVD 88
 AZ0499
 AZ0499  VERT ORDER  -  FIRST     CLASS II
 AZ0499
 AZ0499.The horizontal coordinates were scaled from a topographic map and have
 AZ0499.an estimated accuracy of +/- 6 seconds.
 AZ0499
 AZ0499.The orthometric height was determined by differential leveling
 AZ0499.and adjusted by the National Geodetic Survey in June 1991..
 AZ0499
 AZ0499.The geoid height was determined by GEOID03.
 AZ0499
 AZ0499.The dynamic height is computed by dividing the NAVD 88
 AZ0499.geopotential number by the normal gravity value computed on the
 AZ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0499.degrees latitude (g = 980.6199 gals.).
 AZ0499
 AZ0499.The modeled gravity was interpolated from observed gravity values.
 AZ0499
 AZ0499;                    North         East    Units  Estimated Accuracy
 AZ0499;SPC TXSC     - 4,149,820.      471,620.      MT  (+/- 180 meters Scaled)
 AZ0499
 AZ0499                          SUPERSEDED SURVEY CONTROL
 AZ0499
 AZ0499.No superseded survey control is available for this station.
 AZ0499
 AZ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT716284(NAD 83)
 AZ0499_MARKER: I = METAL ROD
 AZ0499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0499_SP_SET: STAINLESS STEEL ROD
 AZ0499_STAMPING: L 1432 1982
 AZ0499_MARK LOGO: NGS   
 AZ0499_PROJECTION: FLUSH
 AZ0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0499_ROD/PIPE-DEPTH: 3.8  meters
 AZ0499
 AZ0499  HISTORY     - Date     Condition        Report By
 AZ0499  HISTORY     - 1982     MONUMENTED       NGS
 AZ0499  HISTORY     - 19960223 GOOD             USPSQD
 AZ0499
 AZ0499                          STATION DESCRIPTION
 AZ0499
 AZ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0499'11.4 KM (7.05 MI) ENE FROM SPOFFORD.
 AZ0499'11.41 METERS (7.05 MI) EAST NORTHEAST ALONG FARM ROAD 1572 FROM THE
 AZ0499'JUNCTION OF STATE ROUTE 131 IN SPOFFORD, AT THE JUNCTION OF A GRAVEL
 AZ0499'ROAD LEADING SOUTH TO THE RIO GRANDE EXPERIMENTAL RANCH, TEXAS A
 AZ0499'AND M UNIVERSITY BRANCH, AT THE SOUTHERN PACIFIC RAILROAD
 AZ0499'MILEPOST 335, 29.0 METERS (95.0 FT) NORTHWEST OF CENTER OF A ROAD,
 AZ0499'10.2 METERS (33.4 FT) SOUTHEAST OF SOUTHEAST RAIL, 1.8 METERS (6.0 FT)
 AZ0499'NORTHEAST OF MILEPOST 335, 7.3 METERS (24.0 FT) NORTHEAST OF THE
 AZ0499'APPROXIMATE EXTENDED CENTERLINE OF GRAVEL ROAD LEADING SOUTH
 AZ0499'SOUTHEAST, AND 7.3 METERS (24.0 FT) NORTHEAST OF BENCH MARK TT 1 C
 AZ0499'USGS.  NOTE, ROD DRIVEN TO REFUSAL.
 AZ0499'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 AZ0499'THE MARK IS ABOVE LEVEL WITH ROAD.
 AZ0499
 AZ0499                          STATION RECOVERY (1996)
 AZ0499
 AZ0499'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0491 ***********************************************************************
 AZ0491  DESIGNATION -  L 1433
 AZ0491  PID         -  AZ0491
 AZ0491  STATE/COUNTY-  TX/KINNEY
 AZ0491  USGS QUAD   -  SPOFFORD (1974)
 AZ0491
 AZ0491                         *CURRENT SURVEY CONTROL
 AZ0491  ___________________________________________________________________
 AZ0491* NAD 83(1986)-  29 10 26.     (N)    100 24 20.     (W)     SCALED    
 AZ0491* NAVD 88     -       306.278  (meters)    1004.85   (feet)  ADJUSTED  
 AZ0491  ___________________________________________________________________
 AZ0491  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 AZ0491  DYNAMIC HT  -         305.831 (meters)    1003.38  (feet)  COMP
 AZ0491  MODELED GRAV-     979,174.4   (mgal)                       NAVD 88
 AZ0491
 AZ0491  VERT ORDER  -  FIRST     CLASS II
 AZ0491
 AZ0491.The horizontal coordinates were scaled from a topographic map and have
 AZ0491.an estimated accuracy of +/- 6 seconds.
 AZ0491
 AZ0491.The orthometric height was determined by differential leveling
 AZ0491.and adjusted by the National Geodetic Survey in June 1991..
 AZ0491
 AZ0491.The geoid height was determined by GEOID03.
 AZ0491
 AZ0491.The dynamic height is computed by dividing the NAVD 88
 AZ0491.geopotential number by the normal gravity value computed on the
 AZ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0491.degrees latitude (g = 980.6199 gals.).
 AZ0491
 AZ0491.The modeled gravity was interpolated from observed gravity values.
 AZ0491
 AZ0491;                    North         East    Units  Estimated Accuracy
 AZ0491;SPC TXSC     - 4,149,390.      463,300.      MT  (+/- 180 meters Scaled)
 AZ0491
 AZ0491                          SUPERSEDED SURVEY CONTROL
 AZ0491
 AZ0491.No superseded survey control is available for this station.
 AZ0491
 AZ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT633280(NAD 83)
 AZ0491_MARKER: I = METAL ROD
 AZ0491_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AZ0491_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AZ0491_STAMPING: L 1433 1982
 AZ0491_MARK LOGO: NGS   
 AZ0491_PROJECTION: FLUSH
 AZ0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0491+STABILITY: POSITION/ELEVATION WELL
 AZ0491_ROD/PIPE-DEPTH: 11.0 meters
 AZ0491_SLEEVE-DEPTH  : 9.1 meters
 AZ0491
 AZ0491  HISTORY     - Date     Condition        Report By
 AZ0491  HISTORY     - 1982     MONUMENTED       NGS
 AZ0491  HISTORY     - 1982     GOOD             NGS
 AZ0491  HISTORY     - 1982     GOOD             NGS
 AZ0491  HISTORY     - 19960109 GOOD             USPSQD
 AZ0491
 AZ0491                          STATION DESCRIPTION
 AZ0491
 AZ0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0491'IN SPOFFORD.
 AZ0491'IN SPOFFORD, AT THE WEST CORNER OF THE KINNEY COUNTY CATHOLIC
 AZ0491'CEMENTARY, 0.61 METERS (2.0 FT) SOUTHWEST OF A FENCE, 1.2 METERS
 AZ0491'(3.8 FT) SOUTHEAST OF A CORNER FENCE POST, 9.5 METERS (31.0 FT)
 AZ0491'NORTHWEST OF CENTER OF A WIRE GATE AND CEMETARY ENTRANCE, 2.5 METERS
 AZ0491'(8.2 FT) SOUTH SOUTHWEST OF CENTER OF HEADSTONE OF FLORENCIO GARCIA
 AZ0491'JR, AND 9.5 METERS (31.0 FT) SOUTHEAST OF APPROXIMATE CENTER OF GRAVEL
 AZ0491'ROAD.
 AZ0491'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 AZ0491'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
 AZ0491
 AZ0491                          STATION RECOVERY (1982)
 AZ0491
 AZ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0491'RECOVERED IN GOOD CONDITION.
 AZ0491
 AZ0491                          STATION RECOVERY (1982)
 AZ0491
 AZ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0491'RECOVERED IN GOOD CONDITION.
 AZ0491
 AZ0491                          STATION RECOVERY (1996)
 AZ0491
 AZ0491'RECOVERY NOTE BY US POWER SQUADRON 1996
 AZ0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1615 ***********************************************************************
 AY1615  DESIGNATION -  L 1434
 AY1615  PID         -  AY1615
 AY1615  STATE/COUNTY-  TX/MEDINA
 AY1615  USGS QUAD   -  MURPHY SCHOOL (1982)
 AY1615
 AY1615                         *CURRENT SURVEY CONTROL
 AY1615  ___________________________________________________________________
 AY1615* NAD 83(1986)-  29 21 03.     (N)    099 04 55.     (W)     SCALED    
 AY1615* NAVD 88     -       260.735  (meters)     855.43   (feet)  ADJUSTED  
 AY1615  ___________________________________________________________________
 AY1615  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AY1615  DYNAMIC HT  -         260.356 (meters)     854.18  (feet)  COMP
 AY1615  MODELED GRAV-     979,182.6   (mgal)                       NAVD 88
 AY1615
 AY1615  VERT ORDER  -  FIRST     CLASS II
 AY1615
 AY1615.The horizontal coordinates were scaled from a topographic map and have
 AY1615.an estimated accuracy of +/- 6 seconds.
 AY1615
 AY1615.The orthometric height was determined by differential leveling
 AY1615.and adjusted by the National Geodetic Survey in June 1991..
 AY1615
 AY1615.The geoid height was determined by GEOID03.
 AY1615
 AY1615.The dynamic height is computed by dividing the NAVD 88
 AY1615.geopotential number by the normal gravity value computed on the
 AY1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1615.degrees latitude (g = 980.6199 gals.).
 AY1615
 AY1615.The modeled gravity was interpolated from observed gravity values.
 AY1615
 AY1615;                    North         East    Units  Estimated Accuracy
 AY1615;SPC TXSC     - 4,168,180.      592,040.      MT  (+/- 180 meters Scaled)
 AY1615
 AY1615                          SUPERSEDED SURVEY CONTROL
 AY1615
 AY1615.No superseded survey control is available for this station.
 AY1615
 AY1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT920468(NAD 83)
 AY1615_MARKER: I = METAL ROD
 AY1615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1615_SP_SET: STAINLESS STEEL ROD
 AY1615_STAMPING: L 1434 1982
 AY1615_MARK LOGO: NGS   
 AY1615_PROJECTION: FLUSH
 AY1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1615+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AY1615_ROD/PIPE-DEPTH: 4.9  meters
 AY1615
 AY1615  HISTORY     - Date     Condition        Report By
 AY1615  HISTORY     - 1982     MONUMENTED       NGS
 AY1615  HISTORY     - 19910613 GOOD             USPSQD
 AY1615  HISTORY     - 19950427 GOOD             USPSQD
 AY1615  HISTORY     - 19950518 GOOD             USPSQD
 AY1615  HISTORY     - 20020913 GOOD             USPSQD
 AY1615  HISTORY     - 20050521 GOOD             USPSQD
 AY1615
 AY1615                          STATION DESCRIPTION
 AY1615
 AY1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1615'6.0 KM (3.75 MI) EAST FROM HONDO.
 AY1615'6.0 KM (3.75 MI) EAST ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF FARM
 AY1615'ROAD 462 NORTH IN HONDO AT A GRAVEL ROAD CROSSING OF THE SOUTHERN
 AY1615'PACIFIC RAILROAD SET BETWEEN TWO PLASTIC WITNESS POSTS, 14.3 METERS
 AY1615'(46.8 FT) NORTH OF A NORTH RAIL, 7.2 METERS (23.6 FT) WEST OF A GRAVEL
 AY1615'ROAD, 0.30 METERS (1.0 FT) SOUTH OF A FENCE, AND 2.3 METERS (7.7 FT)
 AY1615'NORTHEAST OF A POWERLINE POLE.  NOTE, ROD DRIVEN TO REFUSAL.
 AY1615'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 AY1615'THE MARK IS 0.45 M BELOW RAILROAD TRACKS.
 AY1615
 AY1615                          STATION RECOVERY (1991)
 AY1615
 AY1615'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLJ)
 AY1615'RECOVERED IN GOOD CONDITION.
 AY1615
 AY1615                          STATION RECOVERY (1995)
 AY1615
 AY1615'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1615'RECOVERED IN GOOD CONDITION.
 AY1615
 AY1615                          STATION RECOVERY (1995)
 AY1615
 AY1615'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1615'RECOVERED IN GOOD CONDITION.
 AY1615
 AY1615                          STATION RECOVERY (2002)
 AY1615
 AY1615'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY1615'RECOVERED IN GOOD CONDITION.
 AY1615
 AY1615                          STATION RECOVERY (2005)
 AY1615
 AY1615'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 AY1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1204 ***********************************************************************
 AB1204  DESIGNATION -  L 1435
 AB1204  PID         -  AB1204
 AB1204  STATE/COUNTY-  TX/CAMERON
 AB1204  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB1204
 AB1204                         *CURRENT SURVEY CONTROL
 AB1204  ___________________________________________________________________
 AB1204* NAD 83(1986)-  25 54 57.     (N)    097 28 14.     (W)     SCALED    
 AB1204* NAVD 88     -         7.133  (meters)      23.40   (feet)  ADJUSTED  
 AB1204  ___________________________________________________________________
 AB1204  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 AB1204  DYNAMIC HT  -           7.122 (meters)      23.37  (feet)  COMP
 AB1204  MODELED GRAV-     979,029.1   (mgal)                       NAVD 88
 AB1204
 AB1204  VERT ORDER  -  FIRST     CLASS II
 AB1204
 AB1204.The horizontal coordinates were scaled from a topographic map and have
 AB1204.an estimated accuracy of +/- 6 seconds.
 AB1204
 AB1204.The orthometric height was determined by differential leveling
 AB1204.and adjusted by the National Geodetic Survey in June 1991..
 AB1204
 AB1204.The geoid height was determined by GEOID03.
 AB1204
 AB1204.The dynamic height is computed by dividing the NAVD 88
 AB1204.geopotential number by the normal gravity value computed on the
 AB1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1204.degrees latitude (g = 980.6199 gals.).
 AB1204
 AB1204.The modeled gravity was interpolated from observed gravity values.
 AB1204
 AB1204;                    North         East    Units  Estimated Accuracy
 AB1204;SPC TX S     - 5,028,030.      403,150.      MT  (+/- 180 meters Scaled)
 AB1204
 AB1204                          SUPERSEDED SURVEY CONTROL
 AB1204
 AB1204.No superseded survey control is available for this station.
 AB1204
 AB1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP531672(NAD 83)
 AB1204_MARKER: I = METAL ROD
 AB1204_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB1204_SP_SET: STAINLESS STEEL ROD
 AB1204_STAMPING: L 1435 1982
 AB1204_MARK LOGO: NGS   
 AB1204_PROJECTION: FLUSH
 AB1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB1204_ROD/PIPE-DEPTH: 9.7  meters
 AB1204
 AB1204  HISTORY     - Date     Condition        Report By
 AB1204  HISTORY     - 1982     MONUMENTED       NGS
 AB1204  HISTORY     - 1990     GOOD             USPSQD
 AB1204  HISTORY     - 19910327 POOR             USPSQD
 AB1204
 AB1204                          STATION DESCRIPTION
 AB1204
 AB1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AB1204'IN BROWNSVILLE.
 AB1204'0.5 KM (0.35 MI) SOUTHEAST ALONG BUSINESS U.S. HIGHWAY 77 FROM THE
 AB1204'POST OFFICE IN BROWNSVILLE, THENCE 3.3 KM (2.05 MI) NORTHEAST ALONG
 AB1204'STATE HIGHWAY 4 (INTERNATIONAL BOULEVARD) AT A LARGE DRAINAGE DITCH
 AB1204'CROSSING UNDER THE HIGHWAY, 0.6 KM (0.4 MI) SOUTHWEST ALONG FOURTEENTH
 AB1204'STREET AND INTERNATIONAL BOULEVARD FROM THE JUNCTION OF BOCA CHICA
 AB1204'BOULEVARD, 18.4 METERS (60.5 FT) SOUTHEAST OF THE CENTER OF HIGHWAY 4,
 AB1204'0.9 METER (3.0 FT) SOUTHWEST OF THE NORTHEAST END OF A CONCRETE BRIDGE
 AB1204'RAIL WITH A METAL PIPE RAIL ATTACHED TO THE TOP, 5.4 METERS (18.0 FT)
 AB1204'SOUTHEAST OF THE SOUTHEAST CURB OF HIGHWAY 4, AND 0.3 METER (1.0 FT)
 AB1204'NORTHWEST OF THE CHAIN LINK FENCE.
 AB1204'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 AB1204'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB1204
 AB1204                          STATION RECOVERY (1990)
 AB1204
 AB1204'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB1204'RECOVERED IN GOOD CONDITION.
 AB1204
 AB1204                          STATION RECOVERY (1991)
 AB1204
 AB1204'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB1204'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0530 ***********************************************************************
 AZ0530  DESIGNATION -  L 1436
 AZ0530  PID         -  AZ0530
 AZ0530  STATE/COUNTY-  TX/VAL VERDE
 AZ0530  USGS QUAD   -  DEL RIO NE (1972)
 AZ0530
 AZ0530                         *CURRENT SURVEY CONTROL
 AZ0530  ___________________________________________________________________
 AZ0530* NAD 83(1986)-  29 23 02.     (N)    100 45 08.     (W)     SCALED    
 AZ0530* NAVD 88     -       325.773  (meters)    1068.81   (feet)  ADJUSTED  
 AZ0530  ___________________________________________________________________
 AZ0530  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 AZ0530  DYNAMIC HT  -         325.295 (meters)    1067.24  (feet)  COMP
 AZ0530  MODELED GRAV-     979,167.8   (mgal)                       NAVD 88
 AZ0530
 AZ0530  VERT ORDER  -  FIRST     CLASS II
 AZ0530
 AZ0530.The horizontal coordinates were scaled from a topographic map and have
 AZ0530.an estimated accuracy of +/- 6 seconds.
 AZ0530
 AZ0530.The orthometric height was determined by differential leveling
 AZ0530.and adjusted by the National Geodetic Survey in June 1991..
 AZ0530
 AZ0530.The geoid height was determined by GEOID03.
 AZ0530
 AZ0530.The dynamic height is computed by dividing the NAVD 88
 AZ0530.geopotential number by the normal gravity value computed on the
 AZ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0530.degrees latitude (g = 980.6199 gals.).
 AZ0530
 AZ0530.The modeled gravity was interpolated from observed gravity values.
 AZ0530
 AZ0530;                    North         East    Units  Estimated Accuracy
 AZ0530;SPC TXSC     - 4,173,120.      429,930.      MT  (+/- 180 meters Scaled)
 AZ0530
 AZ0530                          SUPERSEDED SURVEY CONTROL
 AZ0530
 AZ0530.No superseded survey control is available for this station.
 AZ0530
 AZ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT299517(NAD 83)
 AZ0530_MARKER: I = METAL ROD
 AZ0530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AZ0530_SP_SET: STAINLESS STEEL ROD
 AZ0530_STAMPING: L 1436 1982
 AZ0530_MARK LOGO: NGS   
 AZ0530_PROJECTION: FLUSH
 AZ0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0530_ROD/PIPE-DEPTH: 3.6  meters
 AZ0530
 AZ0530  HISTORY     - Date     Condition        Report By
 AZ0530  HISTORY     - 1982     MONUMENTED       NGS
 AZ0530  HISTORY     - 19990525 GOOD             USPSQD
 AZ0530
 AZ0530                          STATION DESCRIPTION
 AZ0530
 AZ0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AZ0530'17.3 KM (10.75 MI) EAST FROM DEL RIO.
 AZ0530'2.2 KM (1.4 MI) SOUTH SOUTHEAST ALONG U.S. HIGHWAYS 90 AND 277 (AVENUE
 AZ0530'F STREET) FROM THE CIVIC CENTER IN DEL RIO, TO THE JUNCTION OF U.S.
 AZ0530'HIGHWAY 90 EAST (GIBBS STREET), THENCE 15.1 KM (9.35 MI) EAST ALONG
 AZ0530'U.S. HIGHWAY 90, AT THE SOUTHERN PACIFIC RAILROAD MILEPOST 369, 0.2 KM
 AZ0530'(0.1 MI) EAST OF A RAILROAD TRESTLE, 68.5 METERS (225.0 FT) WEST
 AZ0530'SOUTHWEST OF A DIRT ROAD CROSSING THE SOUTHERN PACIFIC RAILROAD
 AZ0530'TRACKS, 19.2 METERS (63.0 FT) SOUTHEAST OF THE SOUTHERN PACIFIC
 AZ0530'RAILROAD MILE POST NUMBER 669, 14.0 METERS (46.0 FT) SOUTH SOUTHEAST
 AZ0530'OF THE SOUTH SOUTHEAST RAIL OF THE RAILROAD TRACKS, 65.2 METERS
 AZ0530'(214.0 FT) WEST SOUTHWEST OF THE CENTER OF A TRACK ROAD LEADING SOUTH,
 AZ0530'2.7 METERS (9.0 FT) SOUTHEAST OF THE OLD RAILROAD MILEPOST, AND
 AZ0530'0.3 METER (1.0 FT) NORTH NORTHWEST OF A WOVEN WIRE FENCE.  NOTE, ROD
 AZ0530'IS ASSUMED ANCHORED IN BEDROCK AT THIS DEPTH.
 AZ0530'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 AZ0530'THE MARK IS 0.76 M BELOW TOP OF RAIL.
 AZ0530
 AZ0530                          STATION RECOVERY (1999)
 AZ0530
 AZ0530'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1661 ***********************************************************************
 AY1661  DESIGNATION -  L 1437
 AY1661  PID         -  AY1661
 AY1661  STATE/COUNTY-  TX/BEXAR
 AY1661  USGS QUAD   -  CASTLE HILLS (1992)
 AY1661
 AY1661                         *CURRENT SURVEY CONTROL
 AY1661  ___________________________________________________________________
 AY1661* NAD 83(1986)-  29 32 55.     (N)    098 35 01.     (W)     SCALED    
 AY1661* NAVD 88     -       301.440  (meters)     988.97   (feet)  ADJUSTED  
 AY1661  ___________________________________________________________________
 AY1661  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AY1661  DYNAMIC HT  -         300.998 (meters)     987.52  (feet)  COMP
 AY1661  MODELED GRAV-     979,170.7   (mgal)                       NAVD 88
 AY1661
 AY1661  VERT ORDER  -  FIRST     CLASS II
 AY1661
 AY1661.The horizontal coordinates were scaled from a topographic map and have
 AY1661.an estimated accuracy of +/- 6 seconds.
 AY1661
 AY1661.The orthometric height was determined by differential leveling
 AY1661.and adjusted by the National Geodetic Survey in June 1991..
 AY1661
 AY1661.The geoid height was determined by GEOID03.
 AY1661
 AY1661.The dynamic height is computed by dividing the NAVD 88
 AY1661.geopotential number by the normal gravity value computed on the
 AY1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1661.degrees latitude (g = 980.6199 gals.).
 AY1661
 AY1661.The modeled gravity was interpolated from observed gravity values.
 AY1661
 AY1661;                    North         East    Units  Estimated Accuracy
 AY1661;SPC TXSC     - 4,190,170.      640,350.      MT  (+/- 180 meters Scaled)
 AY1661
 AY1661                          SUPERSEDED SURVEY CONTROL
 AY1661
 AY1661.No superseded survey control is available for this station.
 AY1661
 AY1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT403688(NAD 83)
 AY1661_MARKER: I = METAL ROD
 AY1661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AY1661_SP_SET: STAINLESS STEEL ROD
 AY1661_STAMPING: L 1437 1982
 AY1661_MARK LOGO: NGS   
 AY1661_PROJECTION: FLUSH
 AY1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1661_ROD/PIPE-DEPTH: 6.0  meters
 AY1661
 AY1661  HISTORY     - Date     Condition        Report By
 AY1661  HISTORY     - 1982     MONUMENTED       NGS
 AY1661  HISTORY     - 1990     GOOD             USPSQD
 AY1661  HISTORY     - 19991201 MARK NOT FOUND   USPSQD
 AY1661
 AY1661                          STATION DESCRIPTION
 AY1661
 AY1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1661'17.3 KM (10.85 MI) NW FROM SAN ANTONIO.
 AY1661'2.3 KM (1.45 MI) NORTHWEST ALONG CAMARON STREET FROM THE NORTHWEST
 AY1661'CORNER OF THE CITY HALL AND WEST COMMERCE STREET IN SAN ANTONIO, TO
 AY1661'THE JUNCTION OF FREDERICKSBURG ROAD AT A FIVE POINT INTERSECTION,
 AY1661'THENCE 14.0 KM (8.75 MI) ALONG FREDERICKSBURG ROAD, THENCE 0.4 KM
 AY1661'(0.25 MI) NORTHEAST ALONG HUEBNER ROAD, THENCE 0.6 KM (0.4 MI)
 AY1661'NORTHWEST ALONG THE EAST FRONTAGE ROAD, AT THE SOUTHWEST CORNER OF
 AY1661'CHAIN LINK FENCED IN YARD WITH A SMALL WOOD FRAMED WHITE HOUSE IN THE
 AY1661'SOUTHEAST CORNER OF THE YARD, 10.0 METERS (33.0 FT) NORTHEAST OF THE
 AY1661'CENTER OF FREDERICKSBURG ROAD, 1.8 METERS (6.0 FT) NORTHWEST OF A
 AY1661'CHAIN LINK CORNER FENCE POST, 1.5 METERS (5.0 FT) NORTH NORTHWEST OF A
 AY1661'POWERLINE POLE NUMBER 162, 0.3 METER (1.0 FT) SOUTHWEST OF THE CHAIN
 AY1661'LINK FENCE, AND 4.2 METERS (14.0 FT) SOUTHEAST OF THE CENTER OF A
 AY1661'DOUBLE CHAIN LINK FENCE GATE WITH A SQUARE METAL TUBING FRAME.
 AY1661'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 AY1661'THE MARK IS 1.0 M ABOVE FRONTAGE ROAD.
 AY1661
 AY1661                          STATION RECOVERY (1990)
 AY1661
 AY1661'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1661'RECOVERED IN GOOD CONDITION.
 AY1661
 AY1661                          STATION RECOVERY (1999)
 AY1661
 AY1661'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0509 ***********************************************************************
 AO0509  DESIGNATION -  L 1438
 AO0509  PID         -  AO0509
 AO0509  STATE/COUNTY-  TX/DIMMIT
 AO0509  USGS QUAD   -  DABNEY TANK (1982)
 AO0509
 AO0509                         *CURRENT SURVEY CONTROL
 AO0509  ___________________________________________________________________
 AO0509* NAD 83(1986)-  28 21 29.     (N)    099 37 46.     (W)     SCALED    
 AO0509* NAVD 88     -       156.104  (meters)     512.15   (feet)  ADJUSTED  
 AO0509  ___________________________________________________________________
 AO0509  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AO0509  DYNAMIC HT  -         155.867 (meters)     511.37  (feet)  COMP
 AO0509  MODELED GRAV-     979,123.9   (mgal)                       NAVD 88
 AO0509
 AO0509  VERT ORDER  -  FIRST     CLASS II
 AO0509
 AO0509.The horizontal coordinates were scaled from a topographic map and have
 AO0509.an estimated accuracy of +/- 6 seconds.
 AO0509
 AO0509.The orthometric height was determined by differential leveling
 AO0509.and adjusted by the National Geodetic Survey in June 1991..
 AO0509
 AO0509.The geoid height was determined by GEOID03.
 AO0509
 AO0509.The dynamic height is computed by dividing the NAVD 88
 AO0509.geopotential number by the normal gravity value computed on the
 AO0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0509.degrees latitude (g = 980.6199 gals.).
 AO0509
 AO0509.The modeled gravity was interpolated from observed gravity values.
 AO0509
 AO0509;                    North         East    Units  Estimated Accuracy
 AO0509;SPC TXSC     - 4,058,320.      538,290.      MT  (+/- 180 meters Scaled)
 AO0509
 AO0509                          SUPERSEDED SURVEY CONTROL
 AO0509
 AO0509.No superseded survey control is available for this station.
 AO0509
 AO0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS383370(NAD 83)
 AO0509_MARKER: I = METAL ROD
 AO0509_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AO0509+WITH SETTING: INFORMATION.
 AO0509_SP_SET: SHALLOW SET METAL ROD
 AO0509_STAMPING: L 1438 1982
 AO0509_MARK LOGO: NGS   
 AO0509_PROJECTION: FLUSH
 AO0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AO0509_ROD/PIPE-DEPTH: 3.6  meters
 AO0509
 AO0509  HISTORY     - Date     Condition        Report By
 AO0509  HISTORY     - 1982     MONUMENTED       NGS
 AO0509
 AO0509                          STATION DESCRIPTION
 AO0509
 AO0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AO0509'2.0 KM (1.25 MI) NW FROM CATARINA.
 AO0509'2.0 KM (1.25 MI) NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE
 AO0509'IN CATARINA, BETWEEN TWO BOX CULVERTS, 96.0 METERS (315.0 FT) NORTH
 AO0509'NORTHWEST OF THE WEST CORNER OF A ONE CHANNEL CULVERTS HEADWALL,
 AO0509'50.3 METERS (165.0 FT) NORTH NORTHEAST OF THE CENTERLINE OF THE
 AO0509'HIGHWAY, 0.8 METER (2.8 FT) EAST SOUTHEAST OF TELEPHONE POLE NUMBER
 AO0509'2325, AND 0.2 METER (0.7 FT) SOUTH SOUTHWEST OF A FENCE.
 AO0509'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 AO0509'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0130 ***********************************************************************
 AP0130  DESIGNATION -  L 1439
 AP0130  PID         -  AP0130
 AP0130  STATE/COUNTY-  TX/MAVERICK
 AP0130  USGS QUAD   -  SACATOSA TANK (1974)
 AP0130
 AP0130                         *CURRENT SURVEY CONTROL
 AP0130  ___________________________________________________________________
 AP0130* NAD 83(1986)-  28 38 25.     (N)    100 09 54.     (W)     SCALED    
 AP0130* NAVD 88     -       222.362  (meters)     729.53   (feet)  ADJUSTED  
 AP0130  ___________________________________________________________________
 AP0130  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AP0130  DYNAMIC HT  -         222.030 (meters)     728.44  (feet)  COMP
 AP0130  MODELED GRAV-     979,149.0   (mgal)                       NAVD 88
 AP0130
 AP0130  VERT ORDER  -  FIRST     CLASS II
 AP0130
 AP0130.The horizontal coordinates were scaled from a topographic map and have
 AP0130.an estimated accuracy of +/- 6 seconds.
 AP0130
 AP0130.The orthometric height was determined by differential leveling
 AP0130.and adjusted by the National Geodetic Survey in June 1991..
 AP0130
 AP0130.The geoid height was determined by GEOID03.
 AP0130
 AP0130.The dynamic height is computed by dividing the NAVD 88
 AP0130.geopotential number by the normal gravity value computed on the
 AP0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0130.degrees latitude (g = 980.6199 gals.).
 AP0130
 AP0130.The modeled gravity was interpolated from observed gravity values.
 AP0130
 AP0130;                    North         East    Units  Estimated Accuracy
 AP0130;SPC TXSC     - 4,090,000.      486,100.      MT  (+/- 180 meters Scaled)
 AP0130
 AP0130                          SUPERSEDED SURVEY CONTROL
 AP0130
 AP0130.No superseded survey control is available for this station.
 AP0130
 AP0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS861686(NAD 83)
 AP0130_MARKER: I = METAL ROD
 AP0130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0130_SP_SET: STAINLESS STEEL ROD
 AP0130_STAMPING: L 1439 1982
 AP0130_MARK LOGO: NGS   
 AP0130_PROJECTION: FLUSH
 AP0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0130_ROD/PIPE-DEPTH: 2.7  meters
 AP0130
 AP0130  HISTORY     - Date     Condition        Report By
 AP0130  HISTORY     - 1982     MONUMENTED       NGS
 AP0130
 AP0130                          STATION DESCRIPTION
 AP0130
 AP0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0130'36.4 KM (22.6 MI) NW FROM CARRIZO SPRINGS.
 AP0130'ONE BLOCK SOUTHWEST ALONG SIXTH STREET FROM THE POST OFFICE IN CARRIZO
 AP0130'SPRINGS, THENCE 36.4 KM (22.6 MI) NORTHWEST ALONG U.S. HIGHWAY 277 AND
 AP0130'ALSO 34.4 KM (21.4 MI) EAST ALONG MAIN STREET AND U.S. HIGHWAY 277
 AP0130'FROM THE OLD COURTHOUSE IN EAGLE PASS, SET BY THE WEST BRICK WALL AT
 AP0130'THE ENTRANCE AND METAL GATE TO THE EWING HALSELL FARIAS RANCH,
 AP0130'32.4 METERS (106.5 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 277,
 AP0130'21.6 METERS (71.0 FT) SOUTH SOUTHWEST OF THE CENTER OF THE TOP OF THE
 AP0130'MOST EASTERLY CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD LEADING TO
 AP0130'THE ENTRANCE TO THE RANCH, 3.9 METERS (13.0 FT) WEST NORTHWEST OF THE
 AP0130'CENTER OF THE ROAD AND METAL GATE AT THE ENTRANCE, 3.3 METERS
 AP0130'(11.0 FT) EAST OF THE WEST END OF THE BRICK WALL, 0.6 METER (2.0 FT)
 AP0130'NORTH OF THE WALL.
 AP0130'THE MARK IS 4.8 METERS  SE FROM A WITNESS POST.
 AP0130'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AP0154 ***********************************************************************
 AP0154  DESIGNATION -  L 1440
 AP0154  PID         -  AP0154
 AP0154  STATE/COUNTY-  TX/MAVERICK
 AP0154  USGS QUAD   -  QUEMADO SE (1974)
 AP0154
 AP0154                         *CURRENT SURVEY CONTROL
 AP0154  ___________________________________________________________________
 AP0154* NAD 83(1986)-  28 49 32.     (N)    100 31 15.     (W)     SCALED    
 AP0154* NAVD 88     -       266.811  (meters)     875.36   (feet)  ADJUSTED  
 AP0154  ___________________________________________________________________
 AP0154  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 AP0154  DYNAMIC HT  -         266.415 (meters)     874.06  (feet)  COMP
 AP0154  MODELED GRAV-     979,155.8   (mgal)                       NAVD 88
 AP0154
 AP0154  VERT ORDER  -  FIRST     CLASS II
 AP0154
 AP0154.The horizontal coordinates were scaled from a topographic map and have
 AP0154.an estimated accuracy of +/- 6 seconds.
 AP0154
 AP0154.The orthometric height was determined by differential leveling
 AP0154.and adjusted by the National Geodetic Survey in June 1991..
 AP0154
 AP0154.The geoid height was determined by GEOID03.
 AP0154
 AP0154.The dynamic height is computed by dividing the NAVD 88
 AP0154.geopotential number by the normal gravity value computed on the
 AP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AP0154.degrees latitude (g = 980.6199 gals.).
 AP0154
 AP0154.The modeled gravity was interpolated from observed gravity values.
 AP0154
 AP0154;                    North         East    Units  Estimated Accuracy
 AP0154;SPC TXSC     - 4,110,930.      451,580.      MT  (+/- 180 meters Scaled)
 AP0154
 AP0154                          SUPERSEDED SURVEY CONTROL
 AP0154
 AP0154.No superseded survey control is available for this station.
 AP0154
 AP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLS516896(NAD 83)
 AP0154_MARKER: I = METAL ROD
 AP0154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AP0154_SP_SET: STAINLESS STEEL ROD
 AP0154_STAMPING: L 1440 1982
 AP0154_MARK LOGO: NGS   
 AP0154_PROJECTION: FLUSH
 AP0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AP0154_ROD/PIPE-DEPTH: 1.8  meters
 AP0154
 AP0154  HISTORY     - Date     Condition        Report By
 AP0154  HISTORY     - 1982     MONUMENTED       NGS
 AP0154
 AP0154                          STATION DESCRIPTION
 AP0154
 AP0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AP0154'14.3 KM (8.9 MI) NORTH FROM EAGLE PASS.
 AP0154'0.25 KM (0.15 MI) EAST ALONG QUARRY STREET FROM THE COURTHOUSE IN
 AP0154'EAGLE PASS, THENCE 14.1 KM (8.75 MI) NORTH ALONG U.S. HIGHWAY 277,
 AP0154'CEYLON STREET SET AT THE WEST RIGHT OF WAY FENCE NEAR A POWER POLE,
 AP0154'31.4 METERS (103.0 FT) SOUTH SOUTHWEST OF A TELEPHONE CABLE SIGN POST
 AP0154'NUMBER MH 9, 29.5 METERS (97.0 FT) SOUTH SOUTHWEST OF A STEEL MANHOLE
 AP0154'COVER FOR A BURIED TELEPHONE CABLE, 13.2 METERS (43.5 FT) SOUTHWEST OF
 AP0154'CENTERLINE OF U.S. HIGHWAY 277, 1.5 METERS (5.0 FT) SOUTHEAST OF A
 AP0154'POWER POLE, AND 0.3 METER (1.0 FT) NORTHEAST OF A FENCE.
 AP0154'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 AP0154'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0574 ***********************************************************************
 BN0574  DESIGNATION -  L 1441
 BN0574  PID         -  BN0574
 BN0574  STATE/COUNTY-  TX/MCCULLOCH
 BN0574  USGS QUAD   -  KATEMCY (1970)
 BN0574
 BN0574                         *CURRENT SURVEY CONTROL
 BN0574  ___________________________________________________________________
 BN0574* NAD 83(1986)-  30 57 07.     (N)    099 16 50.     (W)     SCALED    
 BN0574* NAVD 88     -       529.696  (meters)    1737.84   (feet)  ADJUSTED  
 BN0574  ___________________________________________________________________
 BN0574  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 BN0574  DYNAMIC HT  -         528.973 (meters)    1735.47  (feet)  COMP
 BN0574  MODELED GRAV-     979,260.7   (mgal)                       NAVD 88
 BN0574
 BN0574  VERT ORDER  -  FIRST     CLASS II
 BN0574
 BN0574.The horizontal coordinates were scaled from a topographic map and have
 BN0574.an estimated accuracy of +/- 6 seconds.
 BN0574
 BN0574.The orthometric height was determined by differential leveling
 BN0574.and adjusted by the National Geodetic Survey in June 1991..
 BN0574
 BN0574.The geoid height was determined by GEOID03.
 BN0574
 BN0574.The dynamic height is computed by dividing the NAVD 88
 BN0574.geopotential number by the normal gravity value computed on the
 BN0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0574.degrees latitude (g = 980.6199 gals.).
 BN0574
 BN0574.The modeled gravity was interpolated from observed gravity values.
 BN0574
 BN0574;                    North         East    Units  Estimated Accuracy
 BN0574;SPC TX C     - 3,142,960.      800,580.      MT  (+/- 180 meters Scaled)
 BN0574
 BN0574                          SUPERSEDED SURVEY CONTROL
 BN0574
 BN0574.No superseded survey control is available for this station.
 BN0574
 BN0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV732243(NAD 83)
 BN0574_MARKER: I = METAL ROD
 BN0574_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0574+WITH SETTING: INFORMATION.
 BN0574_SP_SET: SHALLOW SET METAL ROD
 BN0574_STAMPING: L 1441 1982
 BN0574_MARK LOGO: NGS   
 BN0574_PROJECTION: FLUSH
 BN0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0574+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0574_ROD/PIPE-DEPTH: 2.4  meters
 BN0574
 BN0574  HISTORY     - Date     Condition        Report By
 BN0574  HISTORY     - 1982     MONUMENTED       NGS
 BN0574  HISTORY     - 19950814 GOOD             USPSQD
 BN0574  HISTORY     - 20060318 GOOD             USPSQD
 BN0574
 BN0574                          STATION DESCRIPTION
 BN0574
 BN0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0574'22.3 KM (13.95 MI) SE FROM BRADY.
 BN0574'22.3 KM (13.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE
 BN0574'IN BRADY, AT A POWERLINE CROSSING THE HIGHWAY, 19.2 METERS (63.0 FT)
 BN0574'WEST NORTHWEST OF CENTERLINE OF HIGHWAY, 6.4 METERS (21.0 FT) SOUTH OF
 BN0574'A HIGH POWERLINE POLE WITH TWO GUY WIRES, 3.3 METERS (11.0 FT) NORTH
 BN0574'NORTHEAST OF CENTER OF A METAL GATE, 1.0 METER (3.5 FT) NORTH OF A
 BN0574'BRACED GATE POST, AND 0.4 METER (1.5 FT) EAST OF RIGHT-OF-WAY FENCE,
 BN0574'NOTE, ROD DRIVEN TO REFUSAL.
 BN0574'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BN0574'THE MARK IS 0.3 M BELOW HIGHWAY.
 BN0574
 BN0574                          STATION RECOVERY (1995)
 BN0574
 BN0574'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0574'RECOVERED IN GOOD CONDITION.
 BN0574
 BN0574                          STATION RECOVERY (2006)
 BN0574
 BN0574'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0574'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0708 ***********************************************************************
 CB0708  DESIGNATION -  L 1442
 CB0708  PID         -  CB0708
 CB0708  STATE/COUNTY-  TX/IRION
 CB0708  USGS QUAD   -  WITCO (1971)
 CB0708
 CB0708                         *CURRENT SURVEY CONTROL
 CB0708  ___________________________________________________________________
 CB0708* NAD 83(1986)-  31 08 35.     (N)    101 15 53.     (W)     SCALED    
 CB0708* NAVD 88     -       808.267  (meters)    2651.79   (feet)  ADJUSTED  
 CB0708  ___________________________________________________________________
 CB0708  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CB0708  DYNAMIC HT  -         807.091 (meters)    2647.93  (feet)  COMP
 CB0708  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 CB0708
 CB0708  VERT ORDER  -  FIRST     CLASS II
 CB0708
 CB0708.The horizontal coordinates were scaled from a topographic map and have
 CB0708.an estimated accuracy of +/- 6 seconds.
 CB0708
 CB0708.The orthometric height was determined by differential leveling
 CB0708.and adjusted by the National Geodetic Survey in June 1991..
 CB0708
 CB0708.The geoid height was determined by GEOID03.
 CB0708
 CB0708.The dynamic height is computed by dividing the NAVD 88
 CB0708.geopotential number by the normal gravity value computed on the
 CB0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0708.degrees latitude (g = 980.6199 gals.).
 CB0708
 CB0708.The modeled gravity was interpolated from observed gravity values.
 CB0708
 CB0708;                    North         East    Units  Estimated Accuracy
 CB0708;SPC TX C     - 3,164,040.      611,190.      MT  (+/- 180 meters Scaled)
 CB0708
 CB0708                          SUPERSEDED SURVEY CONTROL
 CB0708
 CB0708.No superseded survey control is available for this station.
 CB0708
 CB0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV840476(NAD 83)
 CB0708_MARKER: DB = BENCH MARK DISK
 CB0708_SETTING: 66 = SET IN ROCK OUTCROP
 CB0708_SP_SET: ROCK OUTCROP
 CB0708_STAMPING: L 1442 1981
 CB0708_MARK LOGO: NGS   
 CB0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0708+STABILITY: POSITION/ELEVATION WELL
 CB0708
 CB0708  HISTORY     - Date     Condition        Report By
 CB0708  HISTORY     - 1981     MONUMENTED       NGS
 CB0708
 CB0708                          STATION DESCRIPTION
 CB0708
 CB0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0708'20.3 KM (12.6 MI) EAST FROM BIG LAKE.
 CB0708'20.3 KM (12.6 MI) EASTERLY ALONG U. S. HIGHWAY 67 FROM ITS JUNCTION
 CB0708'WITH STATE HIGHWAY 137 IN BIG LAKE, 1.0 KM (0.5 MI) EAST OF A SIDE
 CB0708'ROAD LEADING NORTH, IN THE TOP OF A 6 BY 3 FT EXPOSED AREA OF
 CB0708'OUTCROPPING BEDROCK AND 9.4 METERS (30.8 FT) NORTH-NORTHEAST OF A
 CB0708'FENCE.
 CB0708'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CB0708'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0455 ***********************************************************************
 AZ0455  DESIGNATION -  L 1443
 AZ0455  PID         -  AZ0455
 AZ0455  STATE/COUNTY-  TX/VAL VERDE
 AZ0455  USGS QUAD   -  ROUGH CANYON (1972)
 AZ0455
 AZ0455                         *CURRENT SURVEY CONTROL
 AZ0455  ___________________________________________________________________
 AZ0455* NAD 83(1986)-  29 31 42.     (N)    100 54 25.     (W)     SCALED    
 AZ0455* NAVD 88     -       358.401  (meters)    1175.85   (feet)  ADJUSTED  
 AZ0455  ___________________________________________________________________
 AZ0455  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AZ0455  DYNAMIC HT  -         357.880 (meters)    1174.14  (feet)  COMP
 AZ0455  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 AZ0455
 AZ0455  VERT ORDER  -  FIRST     CLASS II
 AZ0455
 AZ0455.The horizontal coordinates were scaled from a topographic map and have
 AZ0455.an estimated accuracy of +/- 6 seconds.
 AZ0455
 AZ0455.The orthometric height was determined by differential leveling
 AZ0455.and adjusted by the National Geodetic Survey in June 1991..
 AZ0455
 AZ0455.The geoid height was determined by GEOID03.
 AZ0455
 AZ0455.The dynamic height is computed by dividing the NAVD 88
 AZ0455.geopotential number by the normal gravity value computed on the
 AZ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0455.degrees latitude (g = 980.6199 gals.).
 AZ0455
 AZ0455.The modeled gravity was interpolated from observed gravity values.
 AZ0455
 AZ0455;                    North         East    Units  Estimated Accuracy
 AZ0455;SPC TXSC     - 4,189,360.      415,180.      MT  (+/- 180 meters Scaled)
 AZ0455
 AZ0455                          SUPERSEDED SURVEY CONTROL
 AZ0455
 AZ0455.No superseded survey control is available for this station.
 AZ0455
 AZ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT151680(NAD 83)
 AZ0455_MARKER: DB = BENCH MARK DISK
 AZ0455_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0455_SP_SET: ROCK OUTCROP
 AZ0455_STAMPING: L 1443 1981
 AZ0455_MARK LOGO: NGS   
 AZ0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0455+STABILITY: POSITION/ELEVATION WELL
 AZ0455
 AZ0455  HISTORY     - Date     Condition        Report By
 AZ0455  HISTORY     - 1981     MONUMENTED       NGS
 AZ0455  HISTORY     - 19990525 GOOD             USPSQD
 AZ0455
 AZ0455                          STATION DESCRIPTION
 AZ0455
 AZ0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0455'11.6 KM (7.2 MI) NORTH FROM DEL RIO.
 AZ0455'11.6 KM (7.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0455'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, IN THE TOP
 AZ0455'OF A 4 BY 2 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI)
 AZ0455'SOUTH OF AN ENTRANCE ROAD TO A HOUSE, 18.3 METERS (60.0 FT) WEST OF A
 AZ0455'FENCE AND 8.9 METERS (29.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 AZ0455'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 AZ0455'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AZ0455
 AZ0455                          STATION RECOVERY (1999)
 AZ0455
 AZ0455'RECOVERY NOTE BY US POWER SQUADRON 1999
 AZ0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0482 ***********************************************************************
 AZ0482  DESIGNATION -  L 1444
 AZ0482  PID         -  AZ0482
 AZ0482  STATE/COUNTY-  TX/EDWARDS
 AZ0482  USGS QUAD   -  CARTA VALLEY SE (1978)
 AZ0482
 AZ0482                         *CURRENT SURVEY CONTROL
 AZ0482  ___________________________________________________________________
 AZ0482* NAD 83(1986)-  29 51 39.     (N)    100 33 43.     (W)     SCALED    
 AZ0482* NAVD 88     -       707.444  (meters)    2321.01   (feet)  ADJUSTED  
 AZ0482  ___________________________________________________________________
 AZ0482  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 AZ0482  DYNAMIC HT  -         706.388 (meters)    2317.54  (feet)  COMP
 AZ0482  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 AZ0482
 AZ0482  VERT ORDER  -  FIRST     CLASS II
 AZ0482
 AZ0482.The horizontal coordinates were scaled from a topographic map and have
 AZ0482.an estimated accuracy of +/- 6 seconds.
 AZ0482
 AZ0482.The orthometric height was determined by differential leveling
 AZ0482.and adjusted by the National Geodetic Survey in June 1991..
 AZ0482
 AZ0482.The geoid height was determined by GEOID03.
 AZ0482
 AZ0482.The dynamic height is computed by dividing the NAVD 88
 AZ0482.geopotential number by the normal gravity value computed on the
 AZ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0482.degrees latitude (g = 980.6199 gals.).
 AZ0482
 AZ0482.The modeled gravity was interpolated from observed gravity values.
 AZ0482
 AZ0482;                    North         East    Units  Estimated Accuracy
 AZ0482;SPC TXSC     - 4,225,710.      449,100.      MT  (+/- 180 meters Scaled)
 AZ0482
 AZ0482                          SUPERSEDED SURVEY CONTROL
 AZ0482
 AZ0482.No superseded survey control is available for this station.
 AZ0482
 AZ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU491043(NAD 83)
 AZ0482_MARKER: DB = BENCH MARK DISK
 AZ0482_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0482_SP_SET: ROCK OUTCROP
 AZ0482_STAMPING: L 1444 1981
 AZ0482_MARK LOGO: NGS   
 AZ0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0482+STABILITY: POSITION/ELEVATION WELL
 AZ0482
 AZ0482  HISTORY     - Date     Condition        Report By
 AZ0482  HISTORY     - 1981     MONUMENTED       NGS
 AZ0482
 AZ0482                          STATION DESCRIPTION
 AZ0482
 AZ0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AZ0482'46.4 KM (28.85 MI) SW FROM ROCKSPRINGS.
 AZ0482'46.4 KM (28.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 AZ0482'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 35 BY 50 FT
 AZ0482'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.4 KM (0.25 MI) SOUTHWEST OF A
 AZ0482'FIELD ENTRANCE ROAD LEADING WEST, 18.2 METERS (59.7 FT) WEST-SOUTHWEST
 AZ0482'OF THE CENTERLINE OF THE HIGHWAY AND 0.7 METER (2.3 FT) EAST-NORTHEAST
 AZ0482'OF A FENCE.
 AZ0482'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 AZ0482'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0421 ***********************************************************************
 BO0421  DESIGNATION -  L 1445
 BO0421  PID         -  BO0421
 BO0421  STATE/COUNTY-  TX/EDWARDS
 BO0421  USGS QUAD   -  PAINT ROCK SPRING (1971)
 BO0421
 BO0421                         *CURRENT SURVEY CONTROL
 BO0421  ___________________________________________________________________
 BO0421* NAD 83(1986)-  30 08 02.     (N)    100 04 54.     (W)     SCALED    
 BO0421* NAVD 88     -       664.057  (meters)    2178.66   (feet)  ADJUSTED  
 BO0421  ___________________________________________________________________
 BO0421  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 BO0421  DYNAMIC HT  -         663.079 (meters)    2175.45  (feet)  COMP
 BO0421  MODELED GRAV-     979,148.7   (mgal)                       NAVD 88
 BO0421
 BO0421  VERT ORDER  -  FIRST     CLASS II
 BO0421
 BO0421.The horizontal coordinates were scaled from a topographic map and have
 BO0421.an estimated accuracy of +/- 6 seconds.
 BO0421
 BO0421.The orthometric height was determined by differential leveling
 BO0421.and adjusted by the National Geodetic Survey in June 1991..
 BO0421
 BO0421.The geoid height was determined by GEOID03.
 BO0421
 BO0421.The dynamic height is computed by dividing the NAVD 88
 BO0421.geopotential number by the normal gravity value computed on the
 BO0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0421.degrees latitude (g = 980.6199 gals.).
 BO0421
 BO0421.The modeled gravity was interpolated from observed gravity values.
 BO0421
 BO0421;                    North         East    Units  Estimated Accuracy
 BO0421;SPC TXSC     - 4,255,450.      495,780.      MT  (+/- 180 meters Scaled)
 BO0421
 BO0421                          SUPERSEDED SURVEY CONTROL
 BO0421
 BO0421.No superseded survey control is available for this station.
 BO0421
 BO0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU958341(NAD 83)
 BO0421_MARKER: DB = BENCH MARK DISK
 BO0421_SETTING: 66 = SET IN ROCK OUTCROP
 BO0421_SP_SET: ROCK OUTCROP
 BO0421_STAMPING: L 1445 1981
 BO0421_MARK LOGO: NGS   
 BO0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0421+STABILITY: POSITION/ELEVATION WELL
 BO0421
 BO0421  HISTORY     - Date     Condition        Report By
 BO0421  HISTORY     - 1981     MONUMENTED       NGS
 BO0421
 BO0421                          STATION DESCRIPTION
 BO0421
 BO0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BO0421'19.0 KM (11.8 MI) NE FROM ROCKSPRINGS.
 BO0421'19.0 KM (11.8 MI) NORTHEAST ALONG U.S. HIGHWAY 377 FROM ITS EAST
 BO0421'JUNCTION WITH STATE HIGHWAY 55 IN ROCKSPRINGS, IN A 6 BY 20 FT EXPOSED
 BO0421'AREA OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI) NORTHEAST OF A SIDE ROAD
 BO0421'LEADING SOUTHWEST, 9.4 METERS (30.8 FT) EAST OF A FENCE AND 9.0 METERS
 BO0421'(29.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 BO0421'THE MARK IS 0.4 METERS  NNE FROM A WITNESS POST.
 BO0421'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0748 ***********************************************************************
 CB0748  DESIGNATION -  L 1446
 CB0748  PID         -  CB0748
 CB0748  STATE/COUNTY-  TX/TOM GREEN
 CB0748  USGS QUAD   -  TWIN BUTTES (1978)
 CB0748
 CB0748                         *CURRENT SURVEY CONTROL
 CB0748  ___________________________________________________________________
 CB0748* NAD 83(1986)-  31 24 13.     (N)    100 33 52.     (W)     SCALED    
 CB0748* NAVD 88     -       606.244  (meters)    1988.99   (feet)  ADJUSTED  
 CB0748  ___________________________________________________________________
 CB0748  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CB0748  DYNAMIC HT  -         605.415 (meters)    1986.27  (feet)  COMP
 CB0748  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 CB0748
 CB0748  VERT ORDER  -  FIRST     CLASS II
 CB0748
 CB0748.The horizontal coordinates were scaled from a topographic map and have
 CB0748.an estimated accuracy of +/- 6 seconds.
 CB0748
 CB0748.The orthometric height was determined by differential leveling
 CB0748.and adjusted by the National Geodetic Survey in June 1991..
 CB0748
 CB0748.The geoid height was determined by GEOID03.
 CB0748
 CB0748.The dynamic height is computed by dividing the NAVD 88
 CB0748.geopotential number by the normal gravity value computed on the
 CB0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0748.degrees latitude (g = 980.6199 gals.).
 CB0748
 CB0748.The modeled gravity was interpolated from observed gravity values.
 CB0748
 CB0748;                    North         East    Units  Estimated Accuracy
 CB0748;SPC TX C     - 3,192,570.      678,020.      MT  (+/- 180 meters Scaled)
 CB0748
 CB0748                          SUPERSEDED SURVEY CONTROL
 CB0748
 CB0748.No superseded survey control is available for this station.
 CB0748
 CB0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV512753(NAD 83)
 CB0748_MARKER: I = METAL ROD
 CB0748_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CB0748+WITH SETTING: INFORMATION.
 CB0748_SP_SET: SHALLOW SET METAL ROD
 CB0748_STAMPING: L 1446 1981
 CB0748_MARK LOGO: NGS   
 CB0748_PROJECTION: FLUSH
 CB0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CB0748_ROD/PIPE-DEPTH: 2.4  meters
 CB0748
 CB0748  HISTORY     - Date     Condition        Report By
 CB0748  HISTORY     - 1981     MONUMENTED       NGS
 CB0748
 CB0748                          STATION DESCRIPTION
 CB0748
 CB0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CB0748'14.9 KM (9.25 MI) SW FROM SAN ANGELO.
 CB0748'1.0 KM (0.6 MI) NORTH ALONG CHADBOURNE STREET FROM THE ATCHISON,
 CB0748'TOPEKA AND SANTA FE RAILROAD STATION IN SAN ANGELO, THENCE 13.9 KM
 CB0748'(8.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 67 (BEAUREGARD AVENUE), 0.2
 CB0748'KM (0.1 MI) SOUTHWEST OF A PAVED ROAD LEADING SOUTHEAST, 34.0 METERS
 CB0748'(111.5 FT) NORTH-NORTHEAST OF THE NORTHEAST END OF A GUARDRAIL, 21.0
 CB0748'METERS (68.9 FT) NOTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.0
 CB0748'METERS (49.2 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD AND
 CB0748'3.1 METERS (10.2 FT) SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE
 CB0748'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CB0748'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CB0748'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0791 ***********************************************************************
 CA0791  DESIGNATION -  L 1447
 CA0791  PID         -  CA0791
 CA0791  STATE/COUNTY-  TX/MCCULLOCH
 CA0791  USGS QUAD   -  BRADY SW (1987)
 CA0791
 CA0791                         *CURRENT SURVEY CONTROL
 CA0791  ___________________________________________________________________
 CA0791* NAD 83(1986)-  31 02 11.     (N)    099 24 17.     (W)     SCALED    
 CA0791* NAVD 88     -       579.717  (meters)    1901.95   (feet)  ADJUSTED  
 CA0791  ___________________________________________________________________
 CA0791  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CA0791  DYNAMIC HT  -         578.930 (meters)    1899.37  (feet)  COMP
 CA0791  MODELED GRAV-     979,264.1   (mgal)                       NAVD 88
 CA0791
 CA0791  VERT ORDER  -  FIRST     CLASS II
 CA0791
 CA0791.The horizontal coordinates were scaled from a topographic map and have
 CA0791.an estimated accuracy of +/- 6 seconds.
 CA0791
 CA0791.The orthometric height was determined by differential leveling
 CA0791.and adjusted by the National Geodetic Survey in June 1991..
 CA0791
 CA0791.The geoid height was determined by GEOID03.
 CA0791
 CA0791.The dynamic height is computed by dividing the NAVD 88
 CA0791.geopotential number by the normal gravity value computed on the
 CA0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0791.degrees latitude (g = 980.6199 gals.).
 CA0791
 CA0791.The modeled gravity was interpolated from observed gravity values.
 CA0791
 CA0791;                    North         East    Units  Estimated Accuracy
 CA0791;SPC TX C     - 3,152,210.      788,640.      MT  (+/- 180 meters Scaled)
 CA0791
 CA0791                          SUPERSEDED SURVEY CONTROL
 CA0791
 CA0791.No superseded survey control is available for this station.
 CA0791
 CA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV613337(NAD 83)
 CA0791_MARKER: DB = BENCH MARK DISK
 CA0791_SETTING: 66 = SET IN ROCK OUTCROP
 CA0791_SP_SET: ROCK OUTCROP
 CA0791_STAMPING: L 1447 1981
 CA0791_MARK LOGO: NGS   
 CA0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0791
 CA0791  HISTORY     - Date     Condition        Report By
 CA0791  HISTORY     - 1981     MONUMENTED       NGS
 CA0791  HISTORY     - 19950827 GOOD             USPSQD
 CA0791
 CA0791                          STATION DESCRIPTION
 CA0791
 CA0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CA0791'13.9 KM (8.65 MI) SW FROM BRADY.
 CA0791'2.3 KM (1.45 MI) SOUTHERLY ALONG U.S. HIGHWAYS 87, 190 AND 377 FROM
 CA0791'THE COURTHOUSE IN BRADY, THENCE 11.6 KM (7.2 MI) SOUTHWESTERLY ALONG
 CA0791'U.S. HIGHWAY 190, 0.1 KM (0.05 MI) WEST OF A FIELD ENTRANCE AND
 CA0791'POWERLINE CROSSING, IN A 10 BY 16 FT EXPOSED AREA OF OUTCROPPING
 CA0791'BEDROCK, 16.0 METERS (52.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CA0791'12.7 METERS (41.7 FT) EAST-NORTHEAST OF A UTILITY POLE AND 3.5 METERS
 CA0791'(11.5 FT) NORTH OF A FENCE.
 CA0791'THE MARK IS 3.5 METERS  N FROM A WITNESS POST.
 CA0791'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 CA0791
 CA0791                          STATION RECOVERY (1995)
 CA0791
 CA0791'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0480 ***********************************************************************
 BN0480  DESIGNATION -  L 1448
 BN0480  PID         -  BN0480
 BN0480  STATE/COUNTY-  TX/MENARD
 BN0480  USGS QUAD   -  MENARD (1987)
 BN0480
 BN0480                         *CURRENT SURVEY CONTROL
 BN0480  ___________________________________________________________________
 BN0480* NAD 83(1986)-  30 56 56.     (N)    099 45 05.     (W)     SCALED    
 BN0480* NAVD 88     -       614.461  (meters)    2015.94   (feet)  ADJUSTED  
 BN0480  ___________________________________________________________________
 BN0480  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 BN0480  DYNAMIC HT  -         613.603 (meters)    2013.13  (feet)  COMP
 BN0480  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 BN0480
 BN0480  VERT ORDER  -  FIRST     CLASS II
 BN0480
 BN0480.The horizontal coordinates were scaled from a topographic map and have
 BN0480.an estimated accuracy of +/- 6 seconds.
 BN0480
 BN0480.The orthometric height was determined by differential leveling
 BN0480.and adjusted by the National Geodetic Survey in June 1991..
 BN0480
 BN0480.The geoid height was determined by GEOID03.
 BN0480
 BN0480.The dynamic height is computed by dividing the NAVD 88
 BN0480.geopotential number by the normal gravity value computed on the
 BN0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0480.degrees latitude (g = 980.6199 gals.).
 BN0480
 BN0480.The modeled gravity was interpolated from observed gravity values.
 BN0480
 BN0480;                    North         East    Units  Estimated Accuracy
 BN0480;SPC TX C     - 3,142,290.      755,600.      MT  (+/- 180 meters Scaled)
 BN0480
 BN0480                          SUPERSEDED SURVEY CONTROL
 BN0480
 BN0480.No superseded survey control is available for this station.
 BN0480
 BN0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV282241(NAD 83)
 BN0480_MARKER: I = METAL ROD
 BN0480_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 BN0480+WITH SETTING: INFORMATION.
 BN0480_SP_SET: SHALLOW SET METAL ROD
 BN0480_STAMPING: L 1448 1981
 BN0480_MARK LOGO: NGS   
 BN0480_PROJECTION: FLUSH
 BN0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0480_ROD/PIPE-DEPTH: 0.9  meters
 BN0480
 BN0480  HISTORY     - Date     Condition        Report By
 BN0480  HISTORY     - 1981     MONUMENTED       NGS
 BN0480  HISTORY     - 19951104 GOOD             USPSQD
 BN0480
 BN0480                          STATION DESCRIPTION
 BN0480
 BN0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BN0480'3.1 KM (1.95 MI) NE FROM MENARD.
 BN0480'3.1 KM (1.95 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 190 FROM ITS
 BN0480'JUNCTION WITH U.S. HIGHWAY 83 AT THE NORTH EDGE OF MENARD, 17.8 METERS
 BN0480'(58.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.0 METERS
 BN0480'(26.2 FT) EAST-NORTHEAST OF A FIELD ENTRANCE, 4.8 METERS (15.7 FT)
 BN0480'NORTH OF A T-FENCE CORNER AND 0.3 METER (1.0 FT) NORTH-NORTHWEST OF A
 BN0480'FENCE.  NOTE=REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM POINT
 BN0480'IS THROUGH A 5-INCH LOGO CAP.
 BN0480'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 BN0480'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0480
 BN0480                          STATION RECOVERY (1995)
 BN0480
 BN0480'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0457 ***********************************************************************
 BN0457  DESIGNATION -  L 1449
 BN0457  PID         -  BN0457
 BN0457  STATE/COUNTY-  TX/KIMBLE
 BN0457  USGS QUAD   -  JULIO DRAW (1970)
 BN0457
 BN0457                         *CURRENT SURVEY CONTROL
 BN0457  ___________________________________________________________________
 BN0457* NAD 83(1986)-  30 40 47.     (N)    099 46 39.     (W)     SCALED    
 BN0457* NAVD 88     -       671.198  (meters)    2202.09   (feet)  ADJUSTED  
 BN0457  ___________________________________________________________________
 BN0457  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BN0457  DYNAMIC HT  -         670.246 (meters)    2198.97  (feet)  COMP
 BN0457  MODELED GRAV-     979,200.9   (mgal)                       NAVD 88
 BN0457
 BN0457  VERT ORDER  -  FIRST     CLASS II
 BN0457
 BN0457.The horizontal coordinates were scaled from a topographic map and have
 BN0457.an estimated accuracy of +/- 6 seconds.
 BN0457
 BN0457.The orthometric height was determined by differential leveling
 BN0457.and adjusted by the National Geodetic Survey in June 1991..
 BN0457
 BN0457.The geoid height was determined by GEOID03.
 BN0457
 BN0457.The dynamic height is computed by dividing the NAVD 88
 BN0457.geopotential number by the normal gravity value computed on the
 BN0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0457.degrees latitude (g = 980.6199 gals.).
 BN0457
 BN0457.The modeled gravity was interpolated from observed gravity values.
 BN0457
 BN0457;                    North         East    Units  Estimated Accuracy
 BN0457;SPC TX C     - 3,112,440.      753,260.      MT  (+/- 180 meters Scaled)
 BN0457
 BN0457                          SUPERSEDED SURVEY CONTROL
 BN0457
 BN0457.No superseded survey control is available for this station.
 BN0457
 BN0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU255943(NAD 83)
 BN0457_MARKER: DB = BENCH MARK DISK
 BN0457_SETTING: 66 = SET IN ROCK OUTCROP
 BN0457_SP_SET: ROCK OUTCROP
 BN0457_STAMPING: L 1449 1982
 BN0457_MARK LOGO: NGS   
 BN0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0457+STABILITY: POSITION/ELEVATION WELL
 BN0457
 BN0457  HISTORY     - Date     Condition        Report By
 BN0457  HISTORY     - 1982     MONUMENTED       NGS
 BN0457  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 BN0457  HISTORY     - 19950731 MARK NOT FOUND   USPSQD
 BN0457
 BN0457                          STATION DESCRIPTION
 BN0457
 BN0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0457'22.2 KM (13.8 MI) NORTH FROM JUNCTION.
 BN0457'22.2 KM (13.8 MI) NORTHERLY ALONG U.S. HIGHWAY 83 FROM ITS JUNCTION
 BN0457'WITH U.S. HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 0.2 KM (0.1
 BN0457'MI) SOUTH-SOUTHWEST OF A BOX CULVERT, IN AN EXPOSED AREA OF BEDROCK AT
 BN0457'THE NORTH END OF A HIGHWAY CUT, 30.0 METERS (98.4 FT) SOUTH-SOUTHWEST
 BN0457'OF THE NORTH-NORTHEAST END OF THE CUT, 10.0 METERS (32.8 FT)
 BN0457'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 8.4 METERS (27.6
 BN0457'FT) EAST-SOUTHEAST OF A FENCE.
 BN0457'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 BN0457'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
 BN0457
 BN0457                          STATION RECOVERY (1991)
 BN0457
 BN0457'RECOVERY NOTE BY US POWER SQUADRON 1991 (GLH)
 BN0457'MARK NOT FOUND.
 BN0457
 BN0457                          STATION RECOVERY (1995)
 BN0457
 BN0457'RECOVERY NOTE BY US POWER SQUADRON 1995
 BN0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0832 ***********************************************************************
 BN0832  DESIGNATION -  L 1449 RESET
 BN0832  PID         -  BN0832
 BN0832  STATE/COUNTY-  TX/KIMBLE
 BN0832  USGS QUAD   -  JULIO DRAW (1970)
 BN0832
 BN0832                         *CURRENT SURVEY CONTROL
 BN0832  ___________________________________________________________________
 BN0832* NAD 83(1986)-  30 40 47.     (N)    099 46 39.     (W)     SCALED    
 BN0832* NAVD 88     -       671.68   (meters)    2203.7    (feet)  RESET     
 BN0832  ___________________________________________________________________
 BN0832  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 BN0832
 BN0832  VERT ORDER  -  THIRD
 BN0832
 BN0832.The horizontal coordinates were scaled from a topographic map and have
 BN0832.an estimated accuracy of +/- 6 seconds.
 BN0832
 BN0832.The orthometric height was computed from unverified reset data.
 BN0832
 BN0832.The geoid height was determined by GEOID03.
 BN0832
 BN0832;                    North         East    Units  Estimated Accuracy
 BN0832;SPC TX C     - 3,112,440.      753,260.      MT  (+/- 180 meters Scaled)
 BN0832
 BN0832                          SUPERSEDED SURVEY CONTROL
 BN0832
 BN0832.No superseded survey control is available for this station.
 BN0832
 BN0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU255943(NAD 83)
 BN0832_MARKER: DV = VERTICAL CONTROL DISK
 BN0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0832_SP_SET: CONCRETE POST
 BN0832_STAMPING: L 1449 RESET 1986
 BN0832_MARK LOGO: NGS   
 BN0832_MAGNETIC: N = NO MAGNETIC MATERIAL
 BN0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0832+STABILITY: SURFACE MOTION
 BN0832
 BN0832  HISTORY     - Date     Condition        Report By
 BN0832  HISTORY     - 1986     MONUMENTED       TXHD
 BN0832
 BN0832                          STATION DESCRIPTION
 BN0832
 BN0832'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1986
 BN0832'13.8 M (45.3 FT) NORTH ALONG US HIGHWAY 83 FROM ITS JUNCTION WITH US
 BN0832'HIGHWAY BUSINESS ROUTES 290 AND 377 IN JUNCTION, 57 FEET (17.4 M)
 BN0832'WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY US 83 AT ENGINEERS
 BN0832'CENTERLINE STATION 742+88.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0861 ***********************************************************************
 FL0861  DESIGNATION -  L 145
 FL0861  PID         -  FL0861
 FL0861  STATE/COUNTY-  TX/GRAY
 FL0861  USGS QUAD   -  GROOM (1983)
 FL0861
 FL0861                         *CURRENT SURVEY CONTROL
 FL0861  ___________________________________________________________________
 FL0861* NAD 83(1986)-  35 11 27.     (N)    101 03 17.     (W)     SCALED    
 FL0861* NAVD 88     -       991.014  (meters)    3251.35   (feet)  ADJUSTED  
 FL0861  ___________________________________________________________________
 FL0861  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0861  DYNAMIC HT  -         989.870 (meters)    3247.60  (feet)  COMP
 FL0861  MODELED GRAV-     979,445.5   (mgal)                       NAVD 88
 FL0861
 FL0861  VERT ORDER  -  FIRST     CLASS II
 FL0861
 FL0861.The horizontal coordinates were scaled from a topographic map and have
 FL0861.an estimated accuracy of +/- 6 seconds.
 FL0861
 FL0861.The orthometric height was determined by differential leveling
 FL0861.and adjusted by the National Geodetic Survey in June 1991..
 FL0861
 FL0861.The geoid height was determined by GEOID03.
 FL0861
 FL0861.The dynamic height is computed by dividing the NAVD 88
 FL0861.geopotential number by the normal gravity value computed on the
 FL0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0861.degrees latitude (g = 980.6199 gals.).
 FL0861
 FL0861.The modeled gravity was interpolated from observed gravity values.
 FL0861
 FL0861;                    North         East    Units  Estimated Accuracy
 FL0861;SPC TX N     - 1,132,200.      240,550.      MT  (+/- 180 meters Scaled)
 FL0861
 FL0861                          SUPERSEDED SURVEY CONTROL
 FL0861
 FL0861  NGVD 29 (??/??/92)  990.570  (m)         3249.90   (f) ADJ UNCH    1 2
 FL0861
 FL0861.Superseded values are not recommended for survey control.
 FL0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0861.See file dsdata.txt to determine how the superseded data were derived.
 FL0861
 FL0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD129961(NAD 83)
 FL0861_MARKER: DB = BENCH MARK DISK
 FL0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0861_SP_SET: CULVERT
 FL0861_STAMPING: L 145 1938
 FL0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0861
 FL0861  HISTORY     - Date     Condition        Report By
 FL0861  HISTORY     - 1938     MONUMENTED       CGS
 FL0861  HISTORY     - 1943     GOOD             NGS
 FL0861  HISTORY     - 1971     GOOD             NGS
 FL0861
 FL0861                          STATION DESCRIPTION
 FL0861
 FL0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0861'3.5 MI E FROM GROOM.
 FL0861'IN GRAY COUNTY, 3.5 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND
 FL0861'PACIFIC RAILROAD FROM THE STATION AT GROOM, CARSON COUNTY, 1/4 POLE
 FL0861'WEST OF POLE 716/10, 75 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT
 FL0861'A CONCRETE CULVERT UNDER U.S. HIGHWAY 66, IN THE TO OF THE SOUTHWEST
 FL0861'WING WALL, 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 FL0861'ONE FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 145 1938.
 FL0861
 FL0861                          STATION RECOVERY (1971)
 FL0861
 FL0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FL0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0862 ***********************************************************************
 FL0862  DESIGNATION -  L 145 RESET
 FL0862  PID         -  FL0862
 FL0862  STATE/COUNTY-  TX/GRAY
 FL0862  USGS QUAD   -  GROOM (1983)
 FL0862
 FL0862                         *CURRENT SURVEY CONTROL
 FL0862  ___________________________________________________________________
 FL0862* NAD 83(1986)-  35 11 27.     (N)    101 03 17.     (W)     SCALED    
 FL0862* NAVD 88     -       991.277  (meters)    3252.21   (feet)  ADJUSTED  
 FL0862  ___________________________________________________________________
 FL0862  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 FL0862  DYNAMIC HT  -         990.133 (meters)    3248.46  (feet)  COMP
 FL0862  MODELED GRAV-     979,445.5   (mgal)                       NAVD 88
 FL0862
 FL0862  VERT ORDER  -  FIRST     CLASS II
 FL0862
 FL0862.The horizontal coordinates were scaled from a topographic map and have
 FL0862.an estimated accuracy of +/- 6 seconds.
 FL0862
 FL0862.The orthometric height was determined by differential leveling
 FL0862.and adjusted by the National Geodetic Survey in June 1991..
 FL0862
 FL0862.The geoid height was determined by GEOID03.
 FL0862
 FL0862.The dynamic height is computed by dividing the NAVD 88
 FL0862.geopotential number by the normal gravity value computed on the
 FL0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0862.degrees latitude (g = 980.6199 gals.).
 FL0862
 FL0862.The modeled gravity was interpolated from observed gravity values.
 FL0862
 FL0862;                    North         East    Units  Estimated Accuracy
 FL0862;SPC TX N     - 1,132,200.      240,550.      MT  (+/- 180 meters Scaled)
 FL0862
 FL0862                          SUPERSEDED SURVEY CONTROL
 FL0862
 FL0862.No superseded survey control is available for this station.
 FL0862
 FL0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD129961(NAD 83)
 FL0862_MARKER: DB = BENCH MARK DISK
 FL0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0862_SP_SET: CONCRETE POST
 FL0862_STAMPING: L 145 RESET 1971
 FL0862_MARK LOGO: NGS   
 FL0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0862+STABILITY: SURFACE MOTION
 FL0862
 FL0862  HISTORY     - Date     Condition        Report By
 FL0862  HISTORY     - 1971     MONUMENTED       NGS
 FL0862  HISTORY     - 1984     GOOD             NGS
 FL0862
 FL0862                          STATION DESCRIPTION
 FL0862
 FL0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 FL0862'2.9 MI E FROM GROOM.
 FL0862'ABOUT 2.9 MIES EAST ALONG U.S. HIGHWAY 66 FROM THE CHICAGO, ROCK
 FL0862'ISLAND AND PACIFIC RAILROAD DEPOT IN GROOM, 68 FEET SOUTH OF PRESENT
 FL0862'CENTER-LINE OF THE EAST BOUND TRAFFIC LANE OF U.S. HWY.  66, 42 FEET
 FL0862'NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 42 FEET SOUTHEAST OF A
 FL0862'CONCRETE CULVERT, 3.6 FEET WEST OF A TELEPHONE POLE AND 3.2 FEET EAST
 FL0862'OF A METAL WITNESS POST.  A STANDARD BENCH MARK DISK, SET IN THE TOP
 FL0862'OF A ROUND CONCRETE POST THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED L
 FL0862'145 RESET 1971.
 FL0862
 FL0862                          STATION RECOVERY (1984)
 FL0862
 FL0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0862'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.1 KM (0.7
 FL0862'MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL0862'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, THENCE 13.5 KM (8.4 MI)
 FL0862'WESTERLY ALONG THE CHICAGO ROCK ISLAND AND PICIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0804 ***********************************************************************
 CT0804  DESIGNATION -  L 1450
 CT0804  PID         -  CT0804
 CT0804  STATE/COUNTY-  TX/COLEMAN
 CT0804  USGS QUAD   -  GOLDSBORO (1967)
 CT0804
 CT0804                         *CURRENT SURVEY CONTROL
 CT0804  ___________________________________________________________________
 CT0804* NAD 83(1986)-  32 00 41.     (N)    099 37 35.     (W)     SCALED    
 CT0804* NAVD 88     -       596.112  (meters)    1955.74   (feet)  ADJUSTED  
 CT0804  ___________________________________________________________________
 CT0804  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CT0804  DYNAMIC HT  -         595.330 (meters)    1953.18  (feet)  COMP
 CT0804  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 CT0804
 CT0804  VERT ORDER  -  FIRST     CLASS II
 CT0804
 CT0804.The horizontal coordinates were scaled from a topographic map and have
 CT0804.an estimated accuracy of +/- 6 seconds.
 CT0804
 CT0804.The orthometric height was determined by differential leveling
 CT0804.and adjusted by the National Geodetic Survey in June 1991..
 CT0804
 CT0804.The geoid height was determined by GEOID03.
 CT0804
 CT0804.The dynamic height is computed by dividing the NAVD 88
 CT0804.geopotential number by the normal gravity value computed on the
 CT0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0804.degrees latitude (g = 980.6199 gals.).
 CT0804
 CT0804.The modeled gravity was interpolated from observed gravity values.
 CT0804
 CT0804;                    North         East    Units  Estimated Accuracy
 CT0804;SPC TX C     - 3,260,150.      766,800.      MT  (+/- 180 meters Scaled)
 CT0804
 CT0804                          SUPERSEDED SURVEY CONTROL
 CT0804
 CT0804.No superseded survey control is available for this station.
 CT0804
 CT0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA408418(NAD 83)
 CT0804_MARKER: I = METAL ROD
 CT0804_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CT0804+WITH SETTING: INFORMATION.
 CT0804_SP_SET: SHALLOW SET METAL ROD
 CT0804_STAMPING: L 1450 1982
 CT0804_MARK LOGO: NGS   
 CT0804_PROJECTION: FLUSH
 CT0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0804_ROD/PIPE-DEPTH: 1.2  meters
 CT0804
 CT0804  HISTORY     - Date     Condition        Report By
 CT0804  HISTORY     - 1982     MONUMENTED       NGS
 CT0804
 CT0804                          STATION DESCRIPTION
 CT0804
 CT0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CT0804'18.0 KM (11.2 MI) SE FROM LAWN.
 CT0804'18.0 KM (11.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CT0804'JUNCTION WITH FARM ROAD 604 IN LAWN, 20.0 METERS (65.6 FT)
 CT0804'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 10.4 METERS (34.1
 CT0804'FT) WEST-SOUTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH.
 CT0804'NOTE=REFUSAL WAS REACHED AT 4.0 FT. ACCESS TO THE DATUM POINT IS
 CT0804'THROUGH A 5-INCH LOGO CAP.
 CT0804'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST AND FENCE
 CT0804'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0693 ***********************************************************************
 CC0693  DESIGNATION -  L 1451
 CC0693  PID         -  CC0693
 CC0693  STATE/COUNTY-  TX/WARD
 CC0693  USGS QUAD   -  MONAHANS SE (1968)
 CC0693
 CC0693                         *CURRENT SURVEY CONTROL
 CC0693  ___________________________________________________________________
 CC0693* NAD 83(1986)-  31 37 01.     (N)    102 48 36.     (W)     SCALED    
 CC0693* NAVD 88     -       825.053  (meters)    2706.86   (feet)  ADJUSTED  
 CC0693  ___________________________________________________________________
 CC0693  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CC0693  DYNAMIC HT  -         823.913 (meters)    2703.12  (feet)  COMP
 CC0693  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 CC0693
 CC0693  VERT ORDER  -  FIRST     CLASS II
 CC0693
 CC0693.The horizontal coordinates were scaled from a topographic map and have
 CC0693.an estimated accuracy of +/- 6 seconds.
 CC0693
 CC0693.The orthometric height was determined by differential leveling
 CC0693.and adjusted by the National Geodetic Survey in June 1991..
 CC0693
 CC0693.The geoid height was determined by GEOID03.
 CC0693
 CC0693.The dynamic height is computed by dividing the NAVD 88
 CC0693.geopotential number by the normal gravity value computed on the
 CC0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0693.degrees latitude (g = 980.6199 gals.).
 CC0693
 CC0693.The modeled gravity was interpolated from observed gravity values.
 CC0693
 CC0693;                    North         East    Units  Estimated Accuracy
 CC0693;SPC TX C     - 3,218,820.      465,040.      MT  (+/- 180 meters Scaled)
 CC0693
 CC0693                          SUPERSEDED SURVEY CONTROL
 CC0693
 CC0693.No superseded survey control is available for this station.
 CC0693
 CC0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR077000(NAD 83)
 CC0693_MARKER: I = METAL ROD
 CC0693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CC0693_SP_SET: STAINLESS STEEL ROD
 CC0693_STAMPING: L 1451 1982
 CC0693_MARK LOGO: NGS   
 CC0693_PROJECTION: FLUSH
 CC0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CC0693_ROD/PIPE-DEPTH: 7.0  meters
 CC0693
 CC0693  HISTORY     - Date     Condition        Report By
 CC0693  HISTORY     - 1982     MONUMENTED       NGS
 CC0693  HISTORY     - 20010202 GOOD             USPSQD
 CC0693
 CC0693                          STATION DESCRIPTION
 CC0693
 CC0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CC0693'8.1 KM (5.05 MI) NE FROM MONAHANS.
 CC0693'8.1 KM (5.05 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0693'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 30.5 METERS
 CC0693'(100.1 FT) NORTHEAST OF THE CENTER OF A ROAD LEADING TO THE MONAHANS
 CC0693'SANDHILLS STATE PARK, 8.7 METERS (28.5 FT) NORTH-NORTHWEST OF THE NEAR
 CC0693'RAIL AND 1.7 METERS (5.6 FT) NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS
 CC0693'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CC0693'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CC0693'THE MARK IS 0.6 M BELOW THE TRACKS.
 CC0693
 CC0693                          STATION RECOVERY (2001)
 CC0693
 CC0693'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 CC0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0822 ***********************************************************************
 CU0822  DESIGNATION -  L 1452
 CU0822  PID         -  CU0822
 CU0822  STATE/COUNTY-  TX/MIDLAND
 CU0822  USGS QUAD   -  GERMANIA (1974)
 CU0822
 CU0822                         *CURRENT SURVEY CONTROL
 CU0822  ___________________________________________________________________
 CU0822* NAD 83(1986)-  32 04 16.     (N)    101 55 37.     (W)     SCALED    
 CU0822* NAVD 88     -       836.429  (meters)    2744.18   (feet)  ADJUSTED  
 CU0822  ___________________________________________________________________
 CU0822  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 CU0822  DYNAMIC HT  -         835.261 (meters)    2740.35  (feet)  COMP
 CU0822  MODELED GRAV-     979,215.7   (mgal)                       NAVD 88
 CU0822
 CU0822  VERT ORDER  -  FIRST     CLASS II
 CU0822
 CU0822.The horizontal coordinates were scaled from a topographic map and have
 CU0822.an estimated accuracy of +/- 6 seconds.
 CU0822
 CU0822.The orthometric height was determined by differential leveling
 CU0822.and adjusted by the National Geodetic Survey in June 1991..
 CU0822
 CU0822.The geoid height was determined by GEOID03.
 CU0822
 CU0822.The dynamic height is computed by dividing the NAVD 88
 CU0822.geopotential number by the normal gravity value computed on the
 CU0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0822.degrees latitude (g = 980.6199 gals.).
 CU0822
 CU0822.The modeled gravity was interpolated from observed gravity values.
 CU0822
 CU0822;                    North         East    Units  Estimated Accuracy
 CU0822;SPC TX C     - 3,267,640.      549,530.      MT  (+/- 180 meters Scaled)
 CU0822
 CU0822                          SUPERSEDED SURVEY CONTROL
 CU0822
 CU0822.No superseded survey control is available for this station.
 CU0822
 CU0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA236520(NAD 83)
 CU0822_MARKER: DV = VERTICAL CONTROL DISK
 CU0822_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0822_SP_SET: OVERPASS PIER
 CU0822_STAMPING: L 1452 1982
 CU0822_MARK LOGO: NGS   
 CU0822_MAGNETIC: N = NO MAGNETIC MATERIAL
 CU0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0822
 CU0822  HISTORY     - Date     Condition        Report By
 CU0822  HISTORY     - 1982     MONUMENTED       NGS
 CU0822  HISTORY     - 20000402 GOOD             LOCSUR
 CU0822
 CU0822                          STATION DESCRIPTION
 CU0822
 CU0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0822'16.0 KM (9.95 MI) NE FROM MIDLAND.
 CU0822'16.0 KM (9.95 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0822'FROM THE POST OFFICE IN MIDLAND, SET VERTICALLY IN THE NORTHWEST FACE
 CU0822'OF THE MOST SOUTHWESTERLY 1 OF 2 PIERS OF THE OVERPASS OF FARM ROAD
 CU0822'1208, 23.3 METERS (76.4 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST
 CU0822'BOUND LANES OF INTERSTATE HIGHWAY 20 AND 3.5 METERS (11.5 FT)
 CU0822'NORTHWEST OF THE NEAR RAIL.
 CU0822'THE MARK IS 1.2 M ABOVE THE GROUND.
 CU0822
 CU0822                          STATION RECOVERY (2000)
 CU0822
 CU0822'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JW)
 CU0822'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0796 ***********************************************************************
 CU0796  DESIGNATION -  L 1453
 CU0796  PID         -  CU0796
 CU0796  STATE/COUNTY-  TX/HOWARD
 CU0796  USGS QUAD   -  BIG SPRING NORTH (1978)
 CU0796
 CU0796                         *CURRENT SURVEY CONTROL
 CU0796  ___________________________________________________________________
 CU0796* NAD 83(1986)-  32 15 46.     (N)    101 26 27.     (W)     SCALED    
 CU0796* NAVD 88     -       732.114  (meters)    2401.94   (feet)  ADJUSTED  
 CU0796  ___________________________________________________________________
 CU0796  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CU0796  DYNAMIC HT  -         731.107 (meters)    2398.64  (feet)  COMP
 CU0796  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 CU0796
 CU0796  VERT ORDER  -  FIRST     CLASS II
 CU0796
 CU0796.The horizontal coordinates were scaled from a topographic map and have
 CU0796.an estimated accuracy of +/- 6 seconds.
 CU0796
 CU0796.The orthometric height was determined by differential leveling
 CU0796.and adjusted by the National Geodetic Survey in June 1991..
 CU0796
 CU0796.The geoid height was determined by GEOID03.
 CU0796
 CU0796.The dynamic height is computed by dividing the NAVD 88
 CU0796.geopotential number by the normal gravity value computed on the
 CU0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0796.degrees latitude (g = 980.6199 gals.).
 CU0796
 CU0796.The modeled gravity was interpolated from observed gravity values.
 CU0796
 CU0796;                    North         East    Units  Estimated Accuracy
 CU0796;SPC TXNC     - 2,069,980.      322,950.      MT  (+/- 180 meters Scaled)
 CU0796
 CU0796                          SUPERSEDED SURVEY CONTROL
 CU0796
 CU0796.No superseded survey control is available for this station.
 CU0796
 CU0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKA700721(NAD 83)
 CU0796_MARKER: DB = BENCH MARK DISK
 CU0796_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CU0796_SP_SET: ABUTMENT
 CU0796_STAMPING: L 1453 1982
 CU0796_MARK LOGO: NGS   
 CU0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0796
 CU0796  HISTORY     - Date     Condition        Report By
 CU0796  HISTORY     - 1982     MONUMENTED       NGS
 CU0796
 CU0796                          STATION DESCRIPTION
 CU0796
 CU0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0796'5.1 KM (3.15 MI) NE FROM BIG SPRING.
 CU0796'5.1 KM (3.15 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0796'JUNCTION WITH U.S. HIGHWAY 87 IN BIG SPRING, IN TOP OF AND 0.3 METER
 CU0796'(1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 CU0796'ABUTMENT OF A HIGHWAY BRIDGE AND 4.8 METERS (15.8 FT) SOUTH-SOUTHEAST
 CU0796'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 CU0796'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0429 ***********************************************************************
 BN0429  DESIGNATION -  L 1454
 BN0429  PID         -  BN0429
 BN0429  STATE/COUNTY-  TX/KIMBLE
 BN0429  USGS QUAD   -  TELEGRAPH (1974)
 BN0429
 BN0429                         *CURRENT SURVEY CONTROL
 BN0429  ___________________________________________________________________
 BN0429* NAD 83(1986)-  30 20 36.     (N)    099 54 11.     (W)     SCALED    
 BN0429* NAVD 88     -       560.608  (meters)    1839.26   (feet)  ADJUSTED  
 BN0429  ___________________________________________________________________
 BN0429  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 BN0429  DYNAMIC HT  -         559.807 (meters)    1836.63  (feet)  COMP
 BN0429  MODELED GRAV-     979,195.6   (mgal)                       NAVD 88
 BN0429
 BN0429  VERT ORDER  -  FIRST     CLASS II
 BN0429
 BN0429.The horizontal coordinates were scaled from a topographic map and have
 BN0429.an estimated accuracy of +/- 6 seconds.
 BN0429
 BN0429.The orthometric height was determined by differential leveling
 BN0429.and adjusted by the National Geodetic Survey in June 1991..
 BN0429
 BN0429.The geoid height was determined by GEOID03.
 BN0429
 BN0429.The dynamic height is computed by dividing the NAVD 88
 BN0429.geopotential number by the normal gravity value computed on the
 BN0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0429.degrees latitude (g = 980.6199 gals.).
 BN0429
 BN0429.The modeled gravity was interpolated from observed gravity values.
 BN0429
 BN0429;                    North         East    Units  Estimated Accuracy
 BN0429;SPC TX C     - 3,075,090.      741,370.      MT  (+/- 180 meters Scaled)
 BN0429
 BN0429                          SUPERSEDED SURVEY CONTROL
 BN0429
 BN0429.No superseded survey control is available for this station.
 BN0429
 BN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU132571(NAD 83)
 BN0429_MARKER: I = METAL ROD
 BN0429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0429_SP_SET: STAINLESS STEEL ROD
 BN0429_STAMPING: L 1454 1982
 BN0429_MARK LOGO: NGS   
 BN0429_PROJECTION: FLUSH
 BN0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0429_ROD/PIPE-DEPTH: 7.6  meters
 BN0429
 BN0429  HISTORY     - Date     Condition        Report By
 BN0429  HISTORY     - 1982     MONUMENTED       NGS
 BN0429  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 BN0429
 BN0429                          STATION DESCRIPTION
 BN0429
 BN0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0429'23.2 KM (14.4 MI) SW FROM JUNCTION.
 BN0429'23.2 KM (14.4 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS
 BN0429'JUNCTION WITH U.S. HIGHWAYS 83 AND 290 IN JUNCTION, AT A PRIVATE DRIVE
 BN0429'LEADING WEST, 30.5 METERS (100.1 FT) WEST OF THE CENTERLINE OF THE
 BN0429'HIGHWAY, 8.3 METERS (27.2 FT) WEST OF A UTILITY POLE AND 4.8 METERS
 BN0429'(15.7 FT) NORTH OF THE CENTER OF THE PRIVATE DRIVE.  NOTE=ACCESS TO
 BN0429'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BN0429'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 BN0429'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BN0429
 BN0429                          STATION RECOVERY (1998)
 BN0429
 BN0429'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0819 ***********************************************************************
 CA0819  DESIGNATION -  L 1455
 CA0819  PID         -  CA0819
 CA0819  STATE/COUNTY-  TX/MCCULLOCH
 CA0819  USGS QUAD   -  PLACID (1979)
 CA0819
 CA0819                         *CURRENT SURVEY CONTROL
 CA0819  ___________________________________________________________________
 CA0819* NAD 83(1986)-  31 18 53.     (N)    099 11 55.     (W)     SCALED    
 CA0819* NAVD 88     -       498.053  (meters)    1634.03   (feet)  ADJUSTED  
 CA0819  ___________________________________________________________________
 CA0819  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CA0819  DYNAMIC HT  -         497.384 (meters)    1631.83  (feet)  COMP
 CA0819  MODELED GRAV-     979,282.0   (mgal)                       NAVD 88
 CA0819
 CA0819  VERT ORDER  -  FIRST     CLASS II
 CA0819
 CA0819.The horizontal coordinates were scaled from a topographic map and have
 CA0819.an estimated accuracy of +/- 6 seconds.
 CA0819
 CA0819.The orthometric height was determined by differential leveling
 CA0819.and adjusted by the National Geodetic Survey in June 1991..
 CA0819
 CA0819.The geoid height was determined by GEOID03.
 CA0819
 CA0819.The dynamic height is computed by dividing the NAVD 88
 CA0819.geopotential number by the normal gravity value computed on the
 CA0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0819.degrees latitude (g = 980.6199 gals.).
 CA0819
 CA0819.The modeled gravity was interpolated from observed gravity values.
 CA0819
 CA0819;                    North         East    Units  Estimated Accuracy
 CA0819;SPC TX C     - 3,183,250.      808,000.      MT  (+/- 180 meters Scaled)
 CA0819
 CA0819                          SUPERSEDED SURVEY CONTROL
 CA0819
 CA0819.No superseded survey control is available for this station.
 CA0819
 CA0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV811644(NAD 83)
 CA0819_MARKER: I = METAL ROD
 CA0819_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0819+WITH SETTING: INFORMATION.
 CA0819_SP_SET: SHALLOW SET METAL ROD
 CA0819_STAMPING: L 1455 1982
 CA0819_MARK LOGO: NGS   
 CA0819_PROJECTION: FLUSH
 CA0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0819_ROD/PIPE-DEPTH: 1.8  meters
 CA0819
 CA0819  HISTORY     - Date     Condition        Report By
 CA0819  HISTORY     - 1982     MONUMENTED       NGS
 CA0819  HISTORY     - 19950826 GOOD             USPSQD
 CA0819
 CA0819                          STATION DESCRIPTION
 CA0819
 CA0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0819'24.8 KM (15.4 MI) NE FROM BRADY.
 CA0819'23.0 KM (14.3 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 377 FROM THE
 CA0819'COURTHOUSE IN BRADY, THENCE 1.8 KM (1.1 MI) EASTERLY ALONG FARM ROAD
 CA0819'1028, 12.2 METERS (40.0 FT) NORTH OF THE CENTER OF THE ROAD AND 5.5
 CA0819'METERS (18.0 FT) WEST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=REFUSAL
 CA0819'WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CA0819'LOGO CAP.
 CA0819'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CA0819'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0819
 CA0819                          STATION RECOVERY (1995)
 CA0819
 CA0819'RECOVERY NOTE BY US POWER SQUADRON 1995
 CA0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0848 ***********************************************************************
 CA0848  DESIGNATION -  L 1456
 CA0848  PID         -  CA0848
 CA0848  STATE/COUNTY-  TX/BROWN
 CA0848  USGS QUAD   -  BROWNWOOD (1996)
 CA0848
 CA0848                         *CURRENT SURVEY CONTROL
 CA0848  ___________________________________________________________________
 CA0848* NAD 83(1986)-  31 40 18.     (N)    099 00 00.     (W)     SCALED    
 CA0848* NAVD 88     -       437.834  (meters)    1436.46   (feet)  ADJUSTED  
 CA0848  ___________________________________________________________________
 CA0848  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CA0848  DYNAMIC HT  -         437.258 (meters)    1434.57  (feet)  COMP
 CA0848  MODELED GRAV-     979,312.1   (mgal)                       NAVD 88
 CA0848
 CA0848  VERT ORDER  -  FIRST     CLASS II
 CA0848
 CA0848.The horizontal coordinates were scaled from a topographic map and have
 CA0848.an estimated accuracy of +/- 6 seconds.
 CA0848
 CA0848.The orthometric height was determined by differential leveling
 CA0848.and adjusted by the National Geodetic Survey in June 1991..
 CA0848
 CA0848.The geoid height was determined by GEOID03.
 CA0848
 CA0848.The dynamic height is computed by dividing the NAVD 88
 CA0848.geopotential number by the normal gravity value computed on the
 CA0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0848.degrees latitude (g = 980.6199 gals.).
 CA0848
 CA0848.The modeled gravity was interpolated from observed gravity values.
 CA0848
 CA0848;                    North         East    Units  Estimated Accuracy
 CA0848;SPC TX C     - 3,223,030.      826,430.      MT  (+/- 180 meters Scaled)
 CA0848
 CA0848                          SUPERSEDED SURVEY CONTROL
 CA0848
 CA0848.No superseded survey control is available for this station.
 CA0848
 CA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA000040(NAD 83)
 CA0848_MARKER: I = METAL ROD
 CA0848_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0848+WITH SETTING: INFORMATION.
 CA0848_SP_SET: SHALLOW SET METAL ROD
 CA0848_STAMPING: L 1456 1982
 CA0848_MARK LOGO: NGS   
 CA0848_PROJECTION: FLUSH
 CA0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0848+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 CA0848_ROD/PIPE-DEPTH: 2.1  meters
 CA0848
 CA0848  HISTORY     - Date     Condition        Report By
 CA0848  HISTORY     - 1982     MONUMENTED       NGS
 CA0848  HISTORY     - 20020730 GOOD             USPSQD
 CA0848
 CA0848                          STATION DESCRIPTION
 CA0848
 CA0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0848'6.9 KM (4.3 MI) SW FROM BROWNWOOD.
 CA0848'6.9 KM (4.3 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 377 FROM ITS JUNCTION
 CA0848'WITH U.S. HIGHWAYS 67 AND 84 IN BROWNWOOD, ACROSS THE HIGHWAY AND ON
 CA0848'THE EXTENDED CENTER OF A DRIVEWAY TO A PARKING LOT FOR THE 3 M
 CA0848'COMPANY, 14.9 METERS (48.9 FT) WEST OF THE CENTERLINE OF THE SOUTH
 CA0848'BOUND LANES OF THE HIGHWAY AND 6.4 METERS (21.0 FT) SOUTH OF A UTILITY
 CA0848'POLE.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT
 CA0848'IS THROUGH A 5-INCH LOGO CAP.
 CA0848'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 CA0848'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0848
 CA0848                          STATION RECOVERY (2002)
 CA0848
 CA0848'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CA0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0872 ***********************************************************************
 CA0872  DESIGNATION -  L 1457
 CA0872  PID         -  CA0872
 CA0872  STATE/COUNTY-  TX/COLEMAN
 CA0872  USGS QUAD   -  LAKE SAN TANA (1963)
 CA0872
 CA0872                         *CURRENT SURVEY CONTROL
 CA0872  ___________________________________________________________________
 CA0872* NAD 83(1986)-  31 46 54.     (N)    099 21 47.     (W)     SCALED    
 CA0872* NAVD 88     -       530.168  (meters)    1739.39   (feet)  ADJUSTED  
 CA0872  ___________________________________________________________________
 CA0872  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 CA0872  DYNAMIC HT  -         529.470 (meters)    1737.10  (feet)  COMP
 CA0872  MODELED GRAV-     979,306.4   (mgal)                       NAVD 88
 CA0872
 CA0872  VERT ORDER  -  FIRST     CLASS II
 CA0872
 CA0872.The horizontal coordinates were scaled from a topographic map and have
 CA0872.an estimated accuracy of +/- 6 seconds.
 CA0872
 CA0872.The orthometric height was determined by differential leveling
 CA0872.and adjusted by the National Geodetic Survey in June 1991..
 CA0872
 CA0872.The geoid height was determined by GEOID03.
 CA0872
 CA0872.The dynamic height is computed by dividing the NAVD 88
 CA0872.geopotential number by the normal gravity value computed on the
 CA0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0872.degrees latitude (g = 980.6199 gals.).
 CA0872
 CA0872.The modeled gravity was interpolated from observed gravity values.
 CA0872
 CA0872;                    North         East    Units  Estimated Accuracy
 CA0872;SPC TX C     - 3,234,870.      791,900.      MT  (+/- 180 meters Scaled)
 CA0872
 CA0872                          SUPERSEDED SURVEY CONTROL
 CA0872
 CA0872.No superseded survey control is available for this station.
 CA0872
 CA0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA656162(NAD 83)
 CA0872_MARKER: DB = BENCH MARK DISK
 CA0872_SETTING: 66 = SET IN ROCK OUTCROP
 CA0872_SP_SET: ROCK OUTCROP
 CA0872_STAMPING: L 1457 1982
 CA0872_MARK LOGO: NGS   
 CA0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CA0872+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 CA0872
 CA0872  HISTORY     - Date     Condition        Report By
 CA0872  HISTORY     - 1982     MONUMENTED       NGS
 CA0872  HISTORY     - 20060320 GOOD             USPSQD
 CA0872
 CA0872                          STATION DESCRIPTION
 CA0872
 CA0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CA0872'10.6 KM (6.6 MI) SE FROM COLEMAN.
 CA0872'10.6 KM (6.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM ITS
 CA0872'JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, 0.5 KM
 CA0872'(0.3 MI) NORTHWEST OF A GRAVELED ROAD LEADING NORTH, IN THE CENTER OF
 CA0872'A 2 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 37.2 METERS (122.0
 CA0872'FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE GATE AND 16.2 METERS
 CA0872'(53.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 CA0872'THE MARK IS 5.7 METERS  NE FROM  A WITNESS POST AND FENCE
 CA0872'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CA0872
 CA0872                          STATION RECOVERY (2006)
 CA0872
 CA0872'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 CA0872'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0736 ***********************************************************************
 CU0736  DESIGNATION -  L 1458
 CU0736  PID         -  CU0736
 CU0736  STATE/COUNTY-  TX/NOLAN
 CU0736  USGS QUAD   -  CHALK PEAK (1984)
 CU0736
 CU0736                         *CURRENT SURVEY CONTROL
 CU0736  ___________________________________________________________________
 CU0736* NAD 83(1986)-  32 29 04.     (N)    100 11 49.     (W)     SCALED    
 CU0736* NAVD 88     -       611.842  (meters)    2007.35   (feet)  ADJUSTED  
 CU0736  ___________________________________________________________________
 CU0736  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CU0736  DYNAMIC HT  -         611.039 (meters)    2004.72  (feet)  COMP
 CU0736  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 CU0736
 CU0736  VERT ORDER  -  FIRST     CLASS II
 CU0736
 CU0736.The horizontal coordinates were scaled from a topographic map and have
 CU0736.an estimated accuracy of +/- 6 seconds.
 CU0736
 CU0736.The orthometric height was determined by differential leveling
 CU0736.and adjusted by the National Geodetic Survey in June 1991..
 CU0736
 CU0736.The geoid height was determined by GEOID03.
 CU0736
 CU0736.The dynamic height is computed by dividing the NAVD 88
 CU0736.geopotential number by the normal gravity value computed on the
 CU0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0736.degrees latitude (g = 980.6199 gals.).
 CU0736
 CU0736.The modeled gravity was interpolated from observed gravity values.
 CU0736
 CU0736;                    North         East    Units  Estimated Accuracy
 CU0736;SPC TXNC     - 2,091,970.      440,520.      MT  (+/- 180 meters Scaled)
 CU0736
 CU0736                          SUPERSEDED SURVEY CONTROL
 CU0736
 CU0736.No superseded survey control is available for this station.
 CU0736
 CU0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA875947(NAD 83)
 CU0736_MARKER: I = METAL ROD
 CU0736_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0736_SP_SET: STAINLESS STEEL ROD
 CU0736_STAMPING: L 1458 1982
 CU0736_MARK LOGO: NGS   
 CU0736_PROJECTION: FLUSH
 CU0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0736_ROD/PIPE-DEPTH: 4.6  meters
 CU0736
 CU0736  HISTORY     - Date     Condition        Report By
 CU0736  HISTORY     - 1982     MONUMENTED       NGS
 CU0736
 CU0736                          STATION DESCRIPTION
 CU0736
 CU0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0736'20.5 KM (12.75 MI) EAST FROM SWEETWATER.
 CU0736'4.1 KM (2.55 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CU0736'FROM ITS JUNCTION WITH STATE HIGHWAY 70 IN SWEETWATER, THENCE 0.3 KM
 CU0736'(0.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 80 AND 84 BUSINESS, THENCE
 CU0736'16.1 KM (10.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20, 0.1 KM (0.05
 CU0736'MI) WEST OF MILE POST 258, 30.0 METERS (98.4 FT) SOUTH-SOUTHEAST OF
 CU0736'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 13.3 METERS
 CU0736'(43.6 FT) WEST-SOUTHWEST OF THE CENTER OF A CATTLE GUARD AND A
 CU0736'GRAVELED ROAD LEADING SOUTH TO AMOCO PRODUCTION AND 9.5 METERS (31.2
 CU0736'FT) SOUTH-SOUTHEAST OF THE CENTER OF A FRONTAGE ROAD.  NOTE=ACCESS TO
 CU0736'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0736'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 CU0736'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0761 ***********************************************************************
 CU0761  DESIGNATION -  L 1459
 CU0761  PID         -  CU0761
 CU0761  STATE/COUNTY-  TX/MITCHELL
 CU0761  USGS QUAD   -  COLORADO CITY (1979)
 CU0761
 CU0761                         *CURRENT SURVEY CONTROL
 CU0761  ___________________________________________________________________
 CU0761* NAD 83(1986)-  32 24 15.     (N)    100 46 31.     (W)     SCALED    
 CU0761* NAVD 88     -       676.309  (meters)    2218.86   (feet)  ADJUSTED  
 CU0761  ___________________________________________________________________
 CU0761  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CU0761  DYNAMIC HT  -         675.403 (meters)    2215.88  (feet)  COMP
 CU0761  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 CU0761
 CU0761  VERT ORDER  -  FIRST     CLASS II
 CU0761
 CU0761.The horizontal coordinates were scaled from a topographic map and have
 CU0761.an estimated accuracy of +/- 6 seconds.
 CU0761
 CU0761.The orthometric height was determined by differential leveling
 CU0761.and adjusted by the National Geodetic Survey in June 1991..
 CU0761
 CU0761.The geoid height was determined by GEOID03.
 CU0761
 CU0761.The dynamic height is computed by dividing the NAVD 88
 CU0761.geopotential number by the normal gravity value computed on the
 CU0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0761.degrees latitude (g = 980.6199 gals.).
 CU0761
 CU0761.The modeled gravity was interpolated from observed gravity values.
 CU0761
 CU0761;                    North         East    Units  Estimated Accuracy
 CU0761;SPC TXNC     - 2,084,100.      385,980.      MT  (+/- 180 meters Scaled)
 CU0761
 CU0761                          SUPERSEDED SURVEY CONTROL
 CU0761
 CU0761.No superseded survey control is available for this station.
 CU0761
 CU0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA330866(NAD 83)
 CU0761_MARKER: I = METAL ROD
 CU0761_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0761_SP_SET: STAINLESS STEEL ROD
 CU0761_STAMPING: L 1459 1982
 CU0761_MARK LOGO: NGS   
 CU0761_PROJECTION: FLUSH
 CU0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0761_ROD/PIPE-DEPTH: 3.4  meters
 CU0761
 CU0761  HISTORY     - Date     Condition        Report By
 CU0761  HISTORY     - 1982     MONUMENTED       NGS
 CU0761
 CU0761                          STATION DESCRIPTION
 CU0761
 CU0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0761'8.5 KM (5.3 MI) NE FROM COLORADO CITY.
 CU0761'8.5 KM (5.3 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CU0761'JUNCTION WITH STATE HIGHWAY 208 IN COLORADO CITY, 0.6 KM (0.35 MI)
 CU0761'EAST OF THE JUNCTION OF LASKY ROAD, 0.2 KM (0.1 MI) EAST OF MILEPOST
 CU0761'222, 30.5 METERS (100.1 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 CU0761'EAST BOUND LANES OF THE HIGHWAY, 9.7 METERS (31.8 FT) SOUTH-SOUTHEAST
 CU0761'OF THE CENTER OF A FRONTAGE ROAD AND 1.2 METERS (3.9 FT)
 CU0761'WEST-SOUTHWEST OF UTILITY POLE NUMBER 33-4.  NOTE=ACCESS TO THE DATUM
 CU0761'POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0761'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CU0761'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0110 ***********************************************************************
 CE0110  DESIGNATION -  L 146
 CE0110  PID         -  CE0110
 CE0110  STATE/COUNTY-  TX/EL PASO
 CE0110  USGS QUAD   -  EL PASO (1997)
 CE0110
 CE0110                         *CURRENT SURVEY CONTROL
 CE0110  ___________________________________________________________________
 CE0110* NAD 83(1986)-  31 48 45.     (N)    106 24 06.     (W)     SCALED    
 CE0110* NAVD 88     -      1190.570  (meters)    3906.06   (feet)  POSTED    
 CE0110  ___________________________________________________________________
 CE0110  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CE0110  DYNAMIC HT  -        1188.750 (meters)    3900.09  (feet)  COMP
 CE0110  MODELED GRAV-     979,070.2   (mgal)                       NAVD 88
 CE0110
 CE0110  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CE0110
 CE0110.The horizontal coordinates were scaled from a topographic map and have
 CE0110.an estimated accuracy of +/- 6 seconds.
 CE0110
 CE0110.The orthometric height was determined by differential leveling
 CE0110.and adjusted by the National Geodetic Survey in 1992..
 CE0110.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CE0110.rate of 3.1 thru 4.0 mm/km.
 CE0110
 CE0110.The geoid height was determined by GEOID03.
 CE0110
 CE0110.The dynamic height is computed by dividing the NAVD 88
 CE0110.geopotential number by the normal gravity value computed on the
 CE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0110.degrees latitude (g = 980.6199 gals.).
 CE0110
 CE0110.The modeled gravity was interpolated from observed gravity values.
 CE0110
 CE0110;                    North         East    Units  Estimated Accuracy
 CE0110;SPC TX C     - 3,253,550.      125,720.      MT  (+/- 180 meters Scaled)
 CE0110
 CE0110                          SUPERSEDED SURVEY CONTROL
 CE0110
 CE0110  NGVD 29 (??/??/92) 1190.028  (m)         3904.28   (f) ADJ UNCH    1 2
 CE0110
 CE0110.Superseded values are not recommended for survey control.
 CE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0110.See file dsdata.txt to determine how the superseded data were derived.
 CE0110
 CE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR673205(NAD 83)
 CE0110_MARKER: DB = BENCH MARK DISK
 CE0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0110_STAMPING: L 146 1954
 CE0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0110+STABILITY: SURFACE MOTION
 CE0110
 CE0110  HISTORY     - Date     Condition        Report By
 CE0110  HISTORY     - 1954     MONUMENTED       CGS
 CE0110  HISTORY     - 1967     MARK NOT FOUND   NGS
 CE0110  HISTORY     - 1975     MARK NOT FOUND   NGS
 CE0110
 CE0110                          STATION DESCRIPTION
 CE0110
 CE0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 CE0110'7.75 MI NE FROM EL PASO.
 CE0110'4.6 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0110'STATION AT EL PASO, THENCE 0.6 MILE EAST ALONG PERSHING DRIVE, THENCE
 CE0110'0.95 MILE SOUTHEAST ALONG SHERIDAN ROAD, THENCE 0.4 MILE NORTH ALONG
 CE0110'JEB STUART ROAD, THENCE 0.4 MILE EAST ALONG CHAFFEE ROAD, THENCE 0.8
 CE0110'MILE EAST ALONG AN OILED ROAD, 56 FEET EAST OF THE CENTER LINE OF A
 CE0110'ROAD, 1.4 FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN
 CE0110'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CE0110
 CE0110                          STATION RECOVERY (1967)
 CE0110
 CE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CE0110'MARK NOT FOUND.
 CE0110
 CE0110                          STATION RECOVERY (1975)
 CE0110
 CE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CE0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0862 ***********************************************************************
 CU0862  DESIGNATION -  L 1460
 CU0862  PID         -  CU0862
 CU0862  STATE/COUNTY-  TX/SCURRY
 CU0862  USGS QUAD   -  INADALE (1969)
 CU0862
 CU0862                         *CURRENT SURVEY CONTROL
 CU0862  ___________________________________________________________________
 CU0862* NAD 83(1986)-  32 34 29.     (N)    100 43 16.     (W)     SCALED    
 CU0862* NAVD 88     -       725.510  (meters)    2380.28   (feet)  ADJUSTED  
 CU0862  ___________________________________________________________________
 CU0862  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 CU0862  DYNAMIC HT  -         724.534 (meters)    2377.08  (feet)  COMP
 CU0862  MODELED GRAV-     979,269.9   (mgal)                       NAVD 88
 CU0862
 CU0862  VERT ORDER  -  FIRST     CLASS II
 CU0862
 CU0862.The horizontal coordinates were scaled from a topographic map and have
 CU0862.an estimated accuracy of +/- 6 seconds.
 CU0862
 CU0862.The orthometric height was determined by differential leveling
 CU0862.and adjusted by the National Geodetic Survey in June 1991..
 CU0862
 CU0862.The geoid height was determined by GEOID03.
 CU0862
 CU0862.The dynamic height is computed by dividing the NAVD 88
 CU0862.geopotential number by the normal gravity value computed on the
 CU0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0862.degrees latitude (g = 980.6199 gals.).
 CU0862
 CU0862.The modeled gravity was interpolated from observed gravity values.
 CU0862
 CU0862;                    North         East    Units  Estimated Accuracy
 CU0862;SPC TXNC     - 2,102,900.      391,480.      MT  (+/- 180 meters Scaled)
 CU0862
 CU0862                          SUPERSEDED SURVEY CONTROL
 CU0862
 CU0862.No superseded survey control is available for this station.
 CU0862
 CU0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB384054(NAD 83)
 CU0862_MARKER: I = METAL ROD
 CU0862_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0862_SP_SET: STAINLESS STEEL ROD
 CU0862_STAMPING: L 1460 1982
 CU0862_MARK LOGO: NGS   
 CU0862_PROJECTION: FLUSH
 CU0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0862_ROD/PIPE-DEPTH: 6.4  meters
 CU0862
 CU0862  HISTORY     - Date     Condition        Report By
 CU0862  HISTORY     - 1982     MONUMENTED       NGS
 CU0862
 CU0862                          STATION DESCRIPTION
 CU0862
 CU0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0862'20.7 KM (12.85 MI) SE FROM SNYDER.
 CU0862'20.7 KM (12.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 CU0862'JUNCTION WITH U.S. HIGHWAY 180 IN SNYDER, OR 22.7 KM (14.1 MI)
 CU0862'NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE IN ROSCOE,
 CU0862'42.1 METERS (138.1 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST
 CU0862'BOUND LANES OF THE HIGHWAY, 10.5 METERS (34.4 FT) SOUTHWEST OF THE
 CU0862'NEAR RAIL OF THE ROSCOE, SNYDER AND PACIFIC RAILROAD, 6.0 METERS (19.7
 CU0862'FT) SOUTH OF THE CENTER OF A GRAVELED ROAD LEADING WEST AND 0.9 METER
 CU0862'(3.0 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CU0862'THROUGH A 5-INCH LOGO CAP.
 CU0862'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CU0862'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0847 ***********************************************************************
 CU0847  DESIGNATION -  L 1461
 CU0847  PID         -  CU0847
 CU0847  STATE/COUNTY-  TX/SCURRY
 CU0847  USGS QUAD   -  SNYDER (1979)
 CU0847
 CU0847                         *CURRENT SURVEY CONTROL
 CU0847  ___________________________________________________________________
 CU0847* NAD 83(1986)-  32 44 36.     (N)    100 55 33.     (W)     SCALED    
 CU0847* NAVD 88     -       724.559  (meters)    2377.16   (feet)  ADJUSTED  
 CU0847  ___________________________________________________________________
 CU0847  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 CU0847  DYNAMIC HT  -         723.606 (meters)    2374.03  (feet)  COMP
 CU0847  MODELED GRAV-     979,298.6   (mgal)                       NAVD 88
 CU0847
 CU0847  VERT ORDER  -  FIRST     CLASS II
 CU0847
 CU0847.The horizontal coordinates were scaled from a topographic map and have
 CU0847.an estimated accuracy of +/- 6 seconds.
 CU0847
 CU0847.The orthometric height was determined by differential leveling
 CU0847.and adjusted by the National Geodetic Survey in June 1991..
 CU0847
 CU0847.The geoid height was determined by GEOID03.
 CU0847
 CU0847.The dynamic height is computed by dividing the NAVD 88
 CU0847.geopotential number by the normal gravity value computed on the
 CU0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0847.degrees latitude (g = 980.6199 gals.).
 CU0847
 CU0847.The modeled gravity was interpolated from observed gravity values.
 CU0847
 CU0847;                    North         East    Units  Estimated Accuracy
 CU0847;SPC TXNC     - 2,122,020.      372,690.      MT  (+/- 180 meters Scaled)
 CU0847
 CU0847                          SUPERSEDED SURVEY CONTROL
 CU0847
 CU0847.No superseded survey control is available for this station.
 CU0847
 CU0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB195244(NAD 83)
 CU0847_MARKER: I = METAL ROD
 CU0847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CU0847_SP_SET: STAINLESS STEEL ROD
 CU0847_STAMPING: L 1461 1982
 CU0847_MARK LOGO: NGS   
 CU0847_PROJECTION: FLUSH
 CU0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CU0847_ROD/PIPE-DEPTH: 4.6  meters
 CU0847
 CU0847  HISTORY     - Date     Condition        Report By
 CU0847  HISTORY     - 1982     MONUMENTED       NGS
 CU0847
 CU0847                          STATION DESCRIPTION
 CU0847
 CU0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CU0847'7.3 KM (4.5 MI) NW FROM SNYDER.
 CU0847'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 180 FROM ITS JUNCTION
 CU0847'WITH U.S. HIGHWAY 84 IN SNYDER, THENCE 6.7 KM (4.15 MI) NORTHWESTERLY
 CU0847'ALONG THE SANTA FE RAILROAD, 68.6 METERS (225.1 FT) SOUTH OF THE
 CU0847'EXTENDED CENTER OF MONCRIEF STREET, 11.2 METERS (36.7 FT) WEST OF THE
 CU0847'CENTER OF POST ROAD, 5.6 METERS (18.4 FT) EAST OF THE NEAR RAIL AND
 CU0847'1.1 METERS (3.6 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO
 CU0847'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CU0847'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 CU0847'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0535 ***********************************************************************
 EO0535  DESIGNATION -  L 1462
 EO0535  PID         -  EO0535
 EO0535  STATE/COUNTY-  TX/BAILEY
 EO0535  USGS QUAD   -  BAILEYBORO NE (1980)
 EO0535
 EO0535                         *CURRENT SURVEY CONTROL
 EO0535  ___________________________________________________________________
 EO0535* NAD 83(1986)-  34 14 34.     (N)    102 45 31.     (W)     SCALED    
 EO0535* NAVD 88     -      1161.638  (meters)    3811.14   (feet)  ADJUSTED  
 EO0535  ___________________________________________________________________
 EO0535  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 EO0535  DYNAMIC HT  -        1160.140 (meters)    3806.23  (feet)  COMP
 EO0535  MODELED GRAV-     979,306.3   (mgal)                       NAVD 88
 EO0535
 EO0535  VERT ORDER  -  FIRST     CLASS II
 EO0535
 EO0535.The horizontal coordinates were scaled from a topographic map and have
 EO0535.an estimated accuracy of +/- 6 seconds.
 EO0535
 EO0535.The orthometric height was determined by differential leveling
 EO0535.and adjusted by the National Geodetic Survey in June 1991..
 EO0535
 EO0535.The geoid height was determined by GEOID03.
 EO0535
 EO0535.The dynamic height is computed by dividing the NAVD 88
 EO0535.geopotential number by the normal gravity value computed on the
 EO0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0535.degrees latitude (g = 980.6199 gals.).
 EO0535
 EO0535.The modeled gravity was interpolated from observed gravity values.
 EO0535
 EO0535;                    North         East    Units  Estimated Accuracy
 EO0535;SPC TXNC     - 2,293,640.      207,770.      MT  (+/- 180 meters Scaled)
 EO0535
 EO0535                          SUPERSEDED SURVEY CONTROL
 EO0535
 EO0535.No superseded survey control is available for this station.
 EO0535
 EO0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT064913(NAD 83)
 EO0535_MARKER: I = METAL ROD
 EO0535_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EO0535_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EO0535_STAMPING: L 1462 1982
 EO0535_MARK LOGO: NGS   
 EO0535_PROJECTION: FLUSH
 EO0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0535+STABILITY: POSITION/ELEVATION WELL
 EO0535_ROD/PIPE-DEPTH: 12.2 meters
 EO0535_SLEEVE-DEPTH  : 9.1 meters
 EO0535
 EO0535  HISTORY     - Date     Condition        Report By
 EO0535  HISTORY     - 1982     MONUMENTED       NGS
 EO0535
 EO0535                          STATION DESCRIPTION
 EO0535
 EO0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0535'3.7 KM (2.3 MI) NW FROM MULESHOE.
 EO0535'3.7 KM (2.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM THEIR
 EO0535'JUNCTION IN MULESHOE, 0.1 KM (0.05 MI) SOUTHEAST OF THE JUNCTION OF
 EO0535'FARM ROAD 1760, 15.8 METERS (51.8 FT) NORTHEAST OF THE CENTERLINE OF
 EO0535'THE NORTHWEST BOUND LANES OF THE HIGHWAY, 14.5 METERS (47.6 FT) SOUTH
 EO0535'OF A TELEPHONE UNDERGROUND CABLE WARNING POST, 7.7 METERS (25.3 FT)
 EO0535'WEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH AND 0.9 METER (3.0
 EO0535'FT) NORTH OF A WOODEN HIGHWAY RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE
 EO0535'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0535'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EO0535'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0451 ***********************************************************************
 DP0451  DESIGNATION -  L 1463
 DP0451  PID         -  DP0451
 DP0451  STATE/COUNTY-  TX/GARZA
 DP0451  USGS QUAD   -  POST WEST (1969)
 DP0451
 DP0451                         *CURRENT SURVEY CONTROL
 DP0451  ___________________________________________________________________
 DP0451* NAD 83(1986)-  33 13 33.     (N)    101 26 33.     (W)     SCALED    
 DP0451* NAVD 88     -       892.886  (meters)    2929.41   (feet)  ADJUSTED  
 DP0451  ___________________________________________________________________
 DP0451  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 DP0451  DYNAMIC HT  -         891.726 (meters)    2925.60  (feet)  COMP
 DP0451  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 DP0451
 DP0451  VERT ORDER  -  FIRST     CLASS II
 DP0451
 DP0451.The horizontal coordinates were scaled from a topographic map and have
 DP0451.an estimated accuracy of +/- 6 seconds.
 DP0451
 DP0451.The orthometric height was determined by differential leveling
 DP0451.and adjusted by the National Geodetic Survey in June 1991..
 DP0451
 DP0451.The geoid height was determined by GEOID03.
 DP0451
 DP0451.The dynamic height is computed by dividing the NAVD 88
 DP0451.geopotential number by the normal gravity value computed on the
 DP0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0451.degrees latitude (g = 980.6199 gals.).
 DP0451
 DP0451.The modeled gravity was interpolated from observed gravity values.
 DP0451
 DP0451;                    North         East    Units  Estimated Accuracy
 DP0451;SPC TXNC     - 2,176,740.      325,790.      MT  (+/- 180 meters Scaled)
 DP0451
 DP0451                          SUPERSEDED SURVEY CONTROL
 DP0451
 DP0451.No superseded survey control is available for this station.
 DP0451
 DP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB723789(NAD 83)
 DP0451_MARKER: I = METAL ROD
 DP0451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0451_SP_SET: STAINLESS STEEL ROD
 DP0451_STAMPING: L 1463 1982
 DP0451_MARK LOGO: NGS   
 DP0451_PROJECTION: FLUSH
 DP0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0451+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1989
 DP0451_ROD/PIPE-DEPTH: 4.3  meters
 DP0451
 DP0451  HISTORY     - Date     Condition        Report By
 DP0451  HISTORY     - 1982     MONUMENTED       NGS
 DP0451  HISTORY     - 19890630 GOOD             NGS
 DP0451
 DP0451                          STATION DESCRIPTION
 DP0451
 DP0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0451'7.6 KM (4.7 MI) NW FROM POST.
 DP0451'7.6 KM (4.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION
 DP0451'WITH U.S. HIGHWAY 380 (MAIN STREET) IN POST, 23.7 METERS (77.8 FT)
 DP0451'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 DP0451'HIGHWAY, 9.4 METERS (30.8 FT) NORTH OF THE CENTER OF A GRAVELED ROAD
 DP0451'LEADING WEST, 1.9 METERS (6.2 FT) EAST OF A UTILITY POLE AND 1.3
 DP0451'METERS (4.3 FT) WEST OF A TELEPHONE UNDERGROUND CABLE WARNING SIGN.
 DP0451'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DP0451'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DP0451'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DP0451
 DP0451                          STATION RECOVERY (1989)
 DP0451
 DP0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DP0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1640 ***********************************************************************
 AY1640  DESIGNATION -  L 1464
 AY1640  PID         -  AY1640
 AY1640  STATE/COUNTY-  TX/BEXAR
 AY1640  USGS QUAD   -  CULEBRA HILL (1993)
 AY1640
 AY1640                         *CURRENT SURVEY CONTROL
 AY1640  ___________________________________________________________________
 AY1640* NAD 83(1986)-  29 23 57.     (N)    098 38 28.     (W)     SCALED    
 AY1640* NAVD 88     -       240.472  (meters)     788.95   (feet)  ADJUSTED  
 AY1640  ___________________________________________________________________
 AY1640  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AY1640  DYNAMIC HT  -         240.124 (meters)     787.81  (feet)  COMP
 AY1640  MODELED GRAV-     979,187.3   (mgal)                       NAVD 88
 AY1640
 AY1640  VERT ORDER  -  FIRST     CLASS II
 AY1640
 AY1640.The horizontal coordinates were scaled from a topographic map and have
 AY1640.an estimated accuracy of +/- 6 seconds.
 AY1640
 AY1640.The orthometric height was determined by differential leveling
 AY1640.and adjusted by the National Geodetic Survey in June 1991..
 AY1640
 AY1640.The geoid height was determined by GEOID03.
 AY1640
 AY1640.The dynamic height is computed by dividing the NAVD 88
 AY1640.geopotential number by the normal gravity value computed on the
 AY1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1640.degrees latitude (g = 980.6199 gals.).
 AY1640
 AY1640.The modeled gravity was interpolated from observed gravity values.
 AY1640
 AY1640;                    North         East    Units  Estimated Accuracy
 AY1640;SPC TXSC     - 4,173,590.      634,830.      MT  (+/- 180 meters Scaled)
 AY1640
 AY1640                          SUPERSEDED SURVEY CONTROL
 AY1640
 AY1640.No superseded survey control is available for this station.
 AY1640
 AY1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT348522(NAD 83)
 AY1640_MARKER: DB = BENCH MARK DISK
 AY1640_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AY1640_SP_SET: HEADWALL
 AY1640_STAMPING: L 1464 1982
 AY1640_MARK LOGO: NGS   
 AY1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1640
 AY1640  HISTORY     - Date     Condition        Report By
 AY1640  HISTORY     - 1982     MONUMENTED       NGS
 AY1640  HISTORY     - 19990617 GOOD             USPSQD
 AY1640
 AY1640                          STATION DESCRIPTION
 AY1640
 AY1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1640'IN SAN ANTONIO.
 AY1640'IN SAN ANTONIO, AT THE WEST EDGE OF CITY, 0.89 KM (0.55 MI) EAST
 AY1640'NORTHEAST OF U.S. HIGHWAY 90 AND INTERSTATE 410, INTERCHANGE BETWEEN
 AY1640'LACKLAND MOBILE HOMES ESTATES AND TURNERS MOBILE HOME PARK, SET IN TOP
 AY1640'OF THE WEST END OF THE SOUTH HEADWALL OF A 2 CHANNEL BOX CULVERT UNDER
 AY1640'HIGHWAY 90, 15.4 METERS (50.4 FT) NORTH NORTHWEST OF EASTBOUND
 AY1640'FRONTAGE ROAD, 12.4 METERS (40.8 FT) SOUTH SOUTHEAST OF CENTERLINE OF
 AY1640'HIGHWAY 90 EASTBOUND, 1.8 METERS (6.0 FT) SOUTH SOUTHEAST OF A METAL
 AY1640'GUARD RAIL, AND 8.5 METERS (28.0 FT) WEST SOUTHWEST OF A HOSPITAL EXIT
 AY1640'HIGHWAY SIGN.
 AY1640'THE MARK IS 0.30 M ABOVE FRONTAGE ROAD.
 AY1640
 AY1640                          STATION RECOVERY (1999)
 AY1640
 AY1640'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1679 ***********************************************************************
 AY1679  DESIGNATION -  L 1465
 AY1679  PID         -  AY1679
 AY1679  STATE/COUNTY-  TX/KENDALL
 AY1679  USGS QUAD   -  BOERNE (1982)
 AY1679
 AY1679                         *CURRENT SURVEY CONTROL
 AY1679  ___________________________________________________________________
 AY1679* NAD 83(1986)-  29 47 41.     (N)    098 43 48.     (W)     SCALED    
 AY1679* NAVD 88     -       427.478  (meters)    1402.48   (feet)  ADJUSTED  
 AY1679  ___________________________________________________________________
 AY1679  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AY1679  DYNAMIC HT  -         426.858 (meters)    1400.45  (feet)  COMP
 AY1679  MODELED GRAV-     979,179.3   (mgal)                       NAVD 88
 AY1679
 AY1679  VERT ORDER  -  FIRST     CLASS II
 AY1679
 AY1679.The horizontal coordinates were scaled from a topographic map and have
 AY1679.an estimated accuracy of +/- 6 seconds.
 AY1679
 AY1679.The orthometric height was determined by differential leveling
 AY1679.and adjusted by the National Geodetic Survey in June 1991..
 AY1679
 AY1679.The geoid height was determined by GEOID03.
 AY1679
 AY1679.The dynamic height is computed by dividing the NAVD 88
 AY1679.geopotential number by the normal gravity value computed on the
 AY1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1679.degrees latitude (g = 980.6199 gals.).
 AY1679
 AY1679.The modeled gravity was interpolated from observed gravity values.
 AY1679
 AY1679;                    North         East    Units  Estimated Accuracy
 AY1679;SPC TXSC     - 4,217,410.      626,100.      MT  (+/- 180 meters Scaled)
 AY1679
 AY1679                          SUPERSEDED SURVEY CONTROL
 AY1679
 AY1679.No superseded survey control is available for this station.
 AY1679
 AY1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT260960(NAD 83)
 AY1679_MARKER: I = METAL ROD
 AY1679_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AY1679_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AY1679_STAMPING: L 1465 1982
 AY1679_MARK LOGO: NGS   
 AY1679_PROJECTION: RECESSED 4 CENTIMETERS
 AY1679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1679+STABILITY: POSITION/ELEVATION WELL
 AY1679_ROD/PIPE-DEPTH: 9.4  meters
 AY1679_SLEEVE-DEPTH  : 6.4 meters
 AY1679
 AY1679  HISTORY     - Date     Condition        Report By
 AY1679  HISTORY     - 1982     MONUMENTED       NGS
 AY1679  HISTORY     - 1990     GOOD             USPSQD
 AY1679  HISTORY     - 19940302 GOOD             USPSQD
 AY1679
 AY1679                          STATION DESCRIPTION
 AY1679
 AY1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AY1679'IN BOERNE.
 AY1679'AT THE KENDALL COUNTY COURT HOUSE AND SET IN THE SOUTHWEST CORNER OF
 AY1679'THE LAWN ABOUT HALF WAY BETWEEN THE FLAG POLE AND THE SOUTHWEST CORNER
 AY1679'OF THE COURT HOUSE, LOCATED AT THE JUNCTION OF WATTS AND EAST SAN
 AY1679'ANTONIO STREETS, 7.3 METERS (24.0 FT) NORTHWEST OF THE NORTHWEST CURB
 AY1679'OF EAST SAN ANTONIO STREET, 6.0 METERS (20.0 FT) NORTHEAST OF THE
 AY1679'NORTHEAST CURB OF WATTS STREET, 9.4 METERS (31.0 FT) SOUTHWEST OF THE
 AY1679'EXTENDED CENTER OF THE DOOR AT THE MAIN ENTRANCE TO THE COURTHOUSE ON
 AY1679'THE SOUTH SIDE, 4.0 METERS (13.6 FT) SOUTHWEST OF THE MOST SOUTHERLY
 AY1679'SOUTHWEST CORNER OF THE COURTHOUSE, 8.2 METERS (27.0 FT) WEST OF THE
 AY1679'WEST EDGE OF THE SIDEWALK LEADING TO THE ENTRANCE, AND 2.5 METERS
 AY1679'(8.5 FT) NORTH NORTHEAST OF THE FLAG POLE.
 AY1679'THE MARK IS 0.3 M ABOVE STREETS.
 AY1679
 AY1679                          STATION RECOVERY (1990)
 AY1679
 AY1679'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1679'RECOVERED IN GOOD CONDITION.
 AY1679
 AY1679                          STATION RECOVERY (1994)
 AY1679
 AY1679'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0512 ***********************************************************************
 BN0512  DESIGNATION -  L 1466
 BN0512  PID         -  BN0512
 BN0512  STATE/COUNTY-  TX/GILLESPIE
 BN0512  USGS QUAD   -  LADY BIRD JOHNSON PARK (1979)
 BN0512
 BN0512                         *CURRENT SURVEY CONTROL
 BN0512  ___________________________________________________________________
 BN0512* NAD 83(1986)-  30 08 59.     (N)    098 54 04.     (W)     SCALED    
 BN0512* NAVD 88     -       581.388  (meters)    1907.44   (feet)  ADJUSTED  
 BN0512  ___________________________________________________________________
 BN0512  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 BN0512  DYNAMIC HT  -         580.562 (meters)    1904.73  (feet)  COMP
 BN0512  MODELED GRAV-     979,201.6   (mgal)                       NAVD 88
 BN0512
 BN0512  VERT ORDER  -  FIRST     CLASS II
 BN0512
 BN0512.The horizontal coordinates were scaled from a topographic map and have
 BN0512.an estimated accuracy of +/- 6 seconds.
 BN0512
 BN0512.The orthometric height was determined by differential leveling
 BN0512.and adjusted by the National Geodetic Survey in June 1991..
 BN0512
 BN0512.The geoid height was determined by GEOID03.
 BN0512
 BN0512.The dynamic height is computed by dividing the NAVD 88
 BN0512.geopotential number by the normal gravity value computed on the
 BN0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0512.degrees latitude (g = 980.6199 gals.).
 BN0512
 BN0512.The modeled gravity was interpolated from observed gravity values.
 BN0512
 BN0512;                    North         East    Units  Estimated Accuracy
 BN0512;SPC TX C     - 3,054,440.      837,980.      MT  (+/- 180 meters Scaled)
 BN0512
 BN0512                          SUPERSEDED SURVEY CONTROL
 BN0512
 BN0512.No superseded survey control is available for this station.
 BN0512
 BN0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU095353(NAD 83)
 BN0512_MARKER: DB = BENCH MARK DISK
 BN0512_SETTING: 66 = SET IN ROCK OUTCROP
 BN0512_SP_SET: ROCK OUTCROP
 BN0512_STAMPING: L 1466 1982
 BN0512_MARK LOGO: NGS   
 BN0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0512+STABILITY: POSITION/ELEVATION WELL
 BN0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0512+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 BN0512
 BN0512  HISTORY     - Date     Condition        Report By
 BN0512  HISTORY     - 1982     MONUMENTED       NGS
 BN0512  HISTORY     - 19930721 GOOD             USPSQD
 BN0512  HISTORY     - 19960309 GOOD             USPSQD
 BN0512  HISTORY     - 20040325 GOOD             USPSQD
 BN0512  HISTORY     - 20051102 MARK NOT FOUND   USPSQD
 BN0512  HISTORY     - 20060314 GOOD             USPSQD
 BN0512
 BN0512                          STATION DESCRIPTION
 BN0512
 BN0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0512'15.1 KM (9.4 MI) SOUTH FROM FREDERICKSBURG.
 BN0512'15.1 KM (9.4 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE JUNCTION OF U.S.
 BN0512'HIGHWAY 290 IN FREDERICKSBURG, SET IN THE TOP OF A LARGE LIMESTONE
 BN0512'OUTCROP, 14.0 METERS (46.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 BN0512'HIGHWAY, 7.0 METERS (23.0 FT) NORTHWEST OF A FENCE LINE, 6.0 METERS
 BN0512'(20.0 FT) NORTHWEST OF A 25 CM OAK TREE, 21.8 METERS (70.5 FT) NORTH
 BN0512'OF A CONCRETE RIGHT-OF-WAY POST, 110.0 METERS (361.0 FT) NORTHEAST OF
 BN0512'THE NORTH END OF A 4 FT.  BOX CULVERT UNDER THE HIGHWAY.
 BN0512'THE MARK IS 7.0 METERS  W FROM A WITNESS POST.
 BN0512'THE MARK IS 0.3 M BELOW HIGHWAY.
 BN0512
 BN0512                          STATION RECOVERY (1993)
 BN0512
 BN0512'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0512'RECOVERED IN GOOD CONDITION.
 BN0512
 BN0512                          STATION RECOVERY (1996)
 BN0512
 BN0512'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0512'RECOVERED IN GOOD CONDITION.
 BN0512
 BN0512                          STATION RECOVERY (2004)
 BN0512
 BN0512'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BN0512'GARMIN 76,5 SATALITES,3D DIFFERENTIAL,20.4ACCURACY MARK WAS LOCATED AT
 BN0512'N.30 08 56.8 AND W.98 54 06.0
 BN0512
 BN0512                          STATION RECOVERY (2005)
 BN0512
 BN0512'RECOVERY NOTE BY US POWER SQUADRON 2005 (SPD)
 BN0512'MARK NOT FOUND.
 BN0512
 BN0512                          STATION RECOVERY (2006)
 BN0512
 BN0512'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0536 ***********************************************************************
 BN0536  DESIGNATION -  L 1467
 BN0536  PID         -  BN0536
 BN0536  STATE/COUNTY-  TX/GILLESPIE
 BN0536  USGS QUAD   -  CHERRY SPRING (1967)
 BN0536
 BN0536                         *CURRENT SURVEY CONTROL
 BN0536  ___________________________________________________________________
 BN0536* NAD 83(1986)-  30 28 16.     (N)    099 00 04.     (W)     SCALED    
 BN0536* NAVD 88     -       560.755  (meters)    1839.74   (feet)  ADJUSTED  
 BN0536  ___________________________________________________________________
 BN0536  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 BN0536  DYNAMIC HT  -         559.980 (meters)    1837.20  (feet)  COMP
 BN0536  MODELED GRAV-     979,239.1   (mgal)                       NAVD 88
 BN0536
 BN0536  VERT ORDER  -  FIRST     CLASS II
 BN0536
 BN0536.The horizontal coordinates were scaled from a topographic map and have
 BN0536.an estimated accuracy of +/- 6 seconds.
 BN0536
 BN0536.The orthometric height was determined by differential leveling
 BN0536.and adjusted by the National Geodetic Survey in June 1991..
 BN0536
 BN0536.The geoid height was determined by GEOID03.
 BN0536
 BN0536.The dynamic height is computed by dividing the NAVD 88
 BN0536.geopotential number by the normal gravity value computed on the
 BN0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0536.degrees latitude (g = 980.6199 gals.).
 BN0536
 BN0536.The modeled gravity was interpolated from observed gravity values.
 BN0536
 BN0536;                    North         East    Units  Estimated Accuracy
 BN0536;SPC TX C     - 3,089,940.      827,920.      MT  (+/- 180 meters Scaled)
 BN0536
 BN0536                          SUPERSEDED SURVEY CONTROL
 BN0536
 BN0536.No superseded survey control is available for this station.
 BN0536
 BN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU998709(NAD 83)
 BN0536_MARKER: I = METAL ROD
 BN0536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BN0536_SP_SET: STAINLESS STEEL ROD
 BN0536_STAMPING: L 1467 1982
 BN0536_MARK LOGO: NGS   
 BN0536_PROJECTION: FLUSH
 BN0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0536_ROD/PIPE-DEPTH: 6.25 meters
 BN0536
 BN0536  HISTORY     - Date     Condition        Report By
 BN0536  HISTORY     - 1982     MONUMENTED       NGS
 BN0536  HISTORY     - 19930804 GOOD             USPSQD
 BN0536  HISTORY     - 19960309 GOOD             USPSQD
 BN0536  HISTORY     - 20030120 GOOD             USPSQD
 BN0536  HISTORY     - 20040326 GOOD             USPSQD
 BN0536
 BN0536                          STATION DESCRIPTION
 BN0536
 BN0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BN0536'11.2 KM (6.95 MI) SOUTH FROM LOYAL VALLEY.
 BN0536'11.2 KM (6.95 MI) SOUTH ALONG U.S. HIGHWAY 87 FROM THE SOUTH JUNCTION
 BN0536'OF RANCH ROAD 2242 WHICH LEADS NORTHEAST TO LOYAL VALLEY, AT A T FENCE
 BN0536'JUNCTION ON THE SOUTHWEST SIDE OF THE HIGHWAY, 17.9 METERS (59.0 FT)
 BN0536'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 87, 4.5 METERS (15.0 FT)
 BN0536'NORTHWEST OF THE T FENCE JUNCTION POST, AND 14.1 METERS (46.5 FT) WEST
 BN0536'OF THE SOUTHWEST END OF THE CENTER ONE OF THREE METAL CULVERTS UNDER
 BN0536'HIGHWAY 87.
 BN0536'THE MARK IS 0.5 METERS  ESE FROM A WITNESS POST.
 BN0536'THE MARK IS 1.0 M BELOW HIGHWAY.
 BN0536
 BN0536                          STATION RECOVERY (1993)
 BN0536
 BN0536'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0536'RECOVERED IN GOOD CONDITION.
 BN0536
 BN0536                          STATION RECOVERY (1996)
 BN0536
 BN0536'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0536'RECOVERED IN GOOD CONDITION.
 BN0536
 BN0536                          STATION RECOVERY (2003)
 BN0536
 BN0536'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BN0536'RECOVERED IN GOOD CONDITION.
 BN0536
 BN0536                          STATION RECOVERY (2004)
 BN0536
 BN0536'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 BN0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0427 ***********************************************************************
 DP0427  DESIGNATION -  L 1468
 DP0427  PID         -  DP0427
 DP0427  STATE/COUNTY-  TX/LUBBOCK
 DP0427  USGS QUAD   -  LUBBOCK EAST (1975)
 DP0427
 DP0427                         *CURRENT SURVEY CONTROL
 DP0427  ___________________________________________________________________
 DP0427* NAD 83(1986)-  33 30 35.     (N)    101 45 31.     (W)     SCALED    
 DP0427* NAVD 88     -       958.449  (meters)    3144.51   (feet)  ADJUSTED  
 DP0427  ___________________________________________________________________
 DP0427  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 DP0427  DYNAMIC HT  -         957.215 (meters)    3140.46  (feet)  COMP
 DP0427  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 DP0427
 DP0427  VERT ORDER  -  FIRST     CLASS II
 DP0427
 DP0427.The horizontal coordinates were scaled from a topographic map and have
 DP0427.an estimated accuracy of +/- 6 seconds.
 DP0427
 DP0427.The orthometric height was determined by differential leveling
 DP0427.and adjusted by the National Geodetic Survey in June 1991..
 DP0427
 DP0427.The geoid height was determined by GEOID03.
 DP0427
 DP0427.The dynamic height is computed by dividing the NAVD 88
 DP0427.geopotential number by the normal gravity value computed on the
 DP0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0427.degrees latitude (g = 980.6199 gals.).
 DP0427
 DP0427.The modeled gravity was interpolated from observed gravity values.
 DP0427
 DP0427;                    North         East    Units  Estimated Accuracy
 DP0427;SPC TXNC     - 2,209,070.      297,310.      MT  (+/- 180 meters Scaled)
 DP0427
 DP0427                          SUPERSEDED SURVEY CONTROL
 DP0427
 DP0427.No superseded survey control is available for this station.
 DP0427
 DP0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC437112(NAD 83)
 DP0427_MARKER: I = METAL ROD
 DP0427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP0427_SP_SET: STAINLESS STEEL ROD
 DP0427_STAMPING: L 1468 1982
 DP0427_MARK LOGO: NGS   
 DP0427_PROJECTION: FLUSH
 DP0427_MAGNETIC: I = MARKER IS A STEEL ROD
 DP0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0427+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1997
 DP0427_ROD/PIPE-DEPTH: 6.1  meters
 DP0427
 DP0427  HISTORY     - Date     Condition        Report By
 DP0427  HISTORY     - 1982     MONUMENTED       NGS
 DP0427  HISTORY     - 19970327 GOOD             NGS
 DP0427
 DP0427                          STATION DESCRIPTION
 DP0427
 DP0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DP0427'11.4 KM (7.05 MI) SE FROM LUBBOCK.
 DP0427'11.4 KM (7.05 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0427'RAILROAD STATION IN LUBBOCK, 44.8 METERS (147.0 FT) NORTHEAST OF THE
 DP0427'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 30.5 METERS
 DP0427'(100.1 FT) NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 11.9
 DP0427'METERS (39.0 FT) NORTHEAST OF THE NEAR RAIL AND 1.3 METERS (4.3 FT)
 DP0427'NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 DP0427'THROUGH A 5-INCH LOGO CAP.
 DP0427'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DP0427'THE MARK IS 1.2 M BELOW THE TRACKS.
 DP0427
 DP0427                          STATION RECOVERY (1997)
 DP0427
 DP0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 DP0427'4.3 KM (2.65 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 DP0427'JUNCTION OF U.S.  HIGHWAY LOOP 289 IN SOUTHEAST LUBBOCK, 44.8 M (147.0
 DP0427'FT) NORTHEAST OF THE CENTERLINE OF U.S.  HIGHWAY 89, 11.9 M (39.0 FT)
 DP0427'NORTHEAST OF THE NEAR RAIL, 1.3 M (4.3 FT) NORTHWEST OF A UTILITY
 DP0427'POLE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT)
 DP0427'SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 DP0427'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0668 ***********************************************************************
 DQ0668  DESIGNATION -  L 1469
 DQ0668  PID         -  DQ0668
 DQ0668  STATE/COUNTY-  TX/HOCKLEY
 DQ0668  USGS QUAD   -  ROUNDUP (1985)
 DQ0668
 DQ0668                         *CURRENT SURVEY CONTROL
 DQ0668  ___________________________________________________________________
 DQ0668* NAD 83(1986)-  33 46 02.     (N)    102 06 17.     (W)     SCALED    
 DQ0668* NAVD 88     -      1027.789  (meters)    3372.00   (feet)  ADJUSTED  
 DQ0668  ___________________________________________________________________
 DQ0668  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 DQ0668  DYNAMIC HT  -        1026.462 (meters)    3367.65  (feet)  COMP
 DQ0668  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 DQ0668
 DQ0668  VERT ORDER  -  FIRST     CLASS II
 DQ0668
 DQ0668.The horizontal coordinates were scaled from a topographic map and have
 DQ0668.an estimated accuracy of +/- 6 seconds.
 DQ0668
 DQ0668.The orthometric height was determined by differential leveling
 DQ0668.and adjusted by the National Geodetic Survey in June 1991..
 DQ0668
 DQ0668.The geoid height was determined by GEOID03.
 DQ0668
 DQ0668.The dynamic height is computed by dividing the NAVD 88
 DQ0668.geopotential number by the normal gravity value computed on the
 DQ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0668.degrees latitude (g = 980.6199 gals.).
 DQ0668
 DQ0668.The modeled gravity was interpolated from observed gravity values.
 DQ0668
 DQ0668;                    North         East    Units  Estimated Accuracy
 DQ0668;SPC TXNC     - 2,238,670.      266,160.      MT  (+/- 180 meters Scaled)
 DQ0668
 DQ0668                          SUPERSEDED SURVEY CONTROL
 DQ0668
 DQ0668.No superseded survey control is available for this station.
 DQ0668
 DQ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT681401(NAD 83)
 DQ0668_MARKER: I = METAL ROD
 DQ0668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ0668_SP_SET: STAINLESS STEEL ROD
 DQ0668_STAMPING: L 1469 1982
 DQ0668_MARK LOGO: NGS   
 DQ0668_PROJECTION: FLUSH
 DQ0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0668_ROD/PIPE-DEPTH: 4.9  meters
 DQ0668
 DQ0668  HISTORY     - Date     Condition        Report By
 DQ0668  HISTORY     - 1982     MONUMENTED       NGS
 DQ0668  HISTORY     - 19940827 GOOD             USPSQD
 DQ0668  HISTORY     - 20051023 GOOD             GEOCAC
 DQ0668
 DQ0668                          STATION DESCRIPTION
 DQ0668
 DQ0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0668'26.2 KM (16.25 MI) SE FROM LITTLEFIELD.
 DQ0668'26.2 KM (16.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 DQ0668'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 0.1 KM (0.05 MI)
 DQ0668'NORTHWEST OF RAILROAD MILEPOST 70, 95.1 METERS (312.0 FT) NORTHEAST OF
 DQ0668'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 52.4
 DQ0668'METERS (171.9 FT) NORTHWEST OF THE CENTER OF FARM ROAD 2130, 6.9
 DQ0668'METERS (22.6 FT) NORTHEAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD
 DQ0668'AND 0.9 METER (3.0 FT) NORTHWEST OF UTILITY POLE NUMBER 39G.
 DQ0668'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DQ0668'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DQ0668'THE MARK IS 0.3 M BELOW THE TRACKS.
 DQ0668
 DQ0668                          STATION RECOVERY (1994)
 DQ0668
 DQ0668'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0668'RECOVERED IN GOOD CONDITION.
 DQ0668
 DQ0668                          STATION RECOVERY (2005)
 DQ0668
 DQ0668'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DQ0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0534 ***********************************************************************
 EO0534  DESIGNATION -  L 1470
 EO0534  PID         -  EO0534
 EO0534  STATE/COUNTY-  TX/BAILEY
 EO0534  USGS QUAD   -  PROGRESS (1963)
 EO0534
 EO0534                         *CURRENT SURVEY CONTROL
 EO0534  ___________________________________________________________________
 EO0534* NAD 83(1986)-  34 15 25.     (N)    102 46 27.     (W)     SCALED    
 EO0534* NAVD 88     -      1167.893  (meters)    3831.66   (feet)  ADJUSTED  
 EO0534  ___________________________________________________________________
 EO0534  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 EO0534  DYNAMIC HT  -        1166.386 (meters)    3826.72  (feet)  COMP
 EO0534  MODELED GRAV-     979,305.6   (mgal)                       NAVD 88
 EO0534
 EO0534  VERT ORDER  -  FIRST     CLASS II
 EO0534
 EO0534.The horizontal coordinates were scaled from a topographic map and have
 EO0534.an estimated accuracy of +/- 6 seconds.
 EO0534
 EO0534.The orthometric height was determined by differential leveling
 EO0534.and adjusted by the National Geodetic Survey in June 1991..
 EO0534
 EO0534.The geoid height was determined by GEOID03.
 EO0534
 EO0534.The dynamic height is computed by dividing the NAVD 88
 EO0534.geopotential number by the normal gravity value computed on the
 EO0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0534.degrees latitude (g = 980.6199 gals.).
 EO0534
 EO0534.The modeled gravity was interpolated from observed gravity values.
 EO0534
 EO0534;                    North         East    Units  Estimated Accuracy
 EO0534;SPC TXNC     - 2,295,270.      206,400.      MT  (+/- 180 meters Scaled)
 EO0534
 EO0534                          SUPERSEDED SURVEY CONTROL
 EO0534
 EO0534.No superseded survey control is available for this station.
 EO0534
 EO0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT049928(NAD 83)
 EO0534_MARKER: I = METAL ROD
 EO0534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0534_SP_SET: STAINLESS STEEL ROD
 EO0534_STAMPING: L 1470 1982
 EO0534_MARK LOGO: NGS   
 EO0534_PROJECTION: FLUSH
 EO0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0534_ROD/PIPE-DEPTH: 5.5  meters
 EO0534
 EO0534  HISTORY     - Date     Condition        Report By
 EO0534  HISTORY     - 1982     MONUMENTED       NGS
 EO0534
 EO0534                          STATION DESCRIPTION
 EO0534
 EO0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0534'5.9 KM (3.65 MI) NW FROM MULESHOE.
 EO0534'5.9 KM (3.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM
 EO0534'THEIR JUNCTION IN MULESHOE, 0.2 KM (0.1 MI) SOUTHEAST OF THE JUNCTION
 EO0534'OF FARM ROAD 2079, 21.0 METERS (68.9 FT) NORTHEAST OF THE CENTERLINE
 EO0534'OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 15.2 METERS (49.9 FT)
 EO0534'SOUTHWEST OF THE NEAR RAIL OF THE SANTA FE RAILROAD AND 1.7 METERS
 EO0534'(5.6 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 EO0534'IS THROUGH A 5-INCH LOGO CAP.
 EO0534'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0534'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0552 ***********************************************************************
 EO0552  DESIGNATION -  L 1471
 EO0552  PID         -  EO0552
 EO0552  STATE/COUNTY-  TX/LAMB
 EO0552  USGS QUAD   -  SUDAN (1981)
 EO0552
 EO0552                         *CURRENT SURVEY CONTROL
 EO0552  ___________________________________________________________________
 EO0552* NAD 83(1986)-  34 03 18.     (N)    102 30 34.     (W)     SCALED    
 EO0552* NAVD 88     -      1139.930  (meters)    3739.92   (feet)  ADJUSTED  
 EO0552  ___________________________________________________________________
 EO0552  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 EO0552  DYNAMIC HT  -        1138.448 (meters)    3735.06  (feet)  COMP
 EO0552  MODELED GRAV-     979,296.1   (mgal)                       NAVD 88
 EO0552
 EO0552  VERT ORDER  -  FIRST     CLASS II
 EO0552
 EO0552.The horizontal coordinates were scaled from a topographic map and have
 EO0552.an estimated accuracy of +/- 6 seconds.
 EO0552
 EO0552.The orthometric height was determined by differential leveling
 EO0552.and adjusted by the National Geodetic Survey in June 1991..
 EO0552
 EO0552.The geoid height was determined by GEOID03.
 EO0552
 EO0552.The dynamic height is computed by dividing the NAVD 88
 EO0552.geopotential number by the normal gravity value computed on the
 EO0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0552.degrees latitude (g = 980.6199 gals.).
 EO0552
 EO0552.The modeled gravity was interpolated from observed gravity values.
 EO0552
 EO0552;                    North         East    Units  Estimated Accuracy
 EO0552;SPC TXNC     - 2,271,920.      229,910.      MT  (+/- 180 meters Scaled)
 EO0552
 EO0552                          SUPERSEDED SURVEY CONTROL
 EO0552
 EO0552.No superseded survey control is available for this station.
 EO0552
 EO0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT298710(NAD 83)
 EO0552_MARKER: I = METAL ROD
 EO0552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0552_SP_SET: STAINLESS STEEL ROD
 EO0552_STAMPING: L 1471 1982
 EO0552_MARK LOGO: NGS   
 EO0552_PROJECTION: FLUSH
 EO0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0552_ROD/PIPE-DEPTH: 11.6 meters
 EO0552
 EO0552  HISTORY     - Date     Condition        Report By
 EO0552  HISTORY     - 1982     MONUMENTED       NGS
 EO0552
 EO0552                          STATION DESCRIPTION
 EO0552
 EO0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0552'24.7 KM (15.35 MI) NW FROM LITTLEFIELD.
 EO0552'24.7 KM (15.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS
 EO0552'JUNCTION WITH U.S. HIGHWAY 385 IN LITTLEFIELD, 16.6 METERS (54.5 FT)
 EO0552'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 EO0552'HIGHWAY AND 1.4 METERS (4.6 FT) SOUTHEAST OF UTILITY POLE NUMBER 1.
 EO0552'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0552'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EO0552'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0920 ***********************************************************************
 CA0920  DESIGNATION -  L 1473
 CA0920  PID         -  CA0920
 CA0920  STATE/COUNTY-  TX/BROWN
 CA0920  USGS QUAD   -  ZEPHYR (1979)
 CA0920
 CA0920                         *CURRENT SURVEY CONTROL
 CA0920  ___________________________________________________________________
 CA0920* NAD 83(1986)-  31 40 00.     (N)    098 47 12.     (W)     SCALED    
 CA0920* NAVD 88     -       453.296  (meters)    1487.19   (feet)  ADJUSTED  
 CA0920  ___________________________________________________________________
 CA0920  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CA0920  DYNAMIC HT  -         452.705 (meters)    1485.25  (feet)  COMP
 CA0920  MODELED GRAV-     979,322.6   (mgal)                       NAVD 88
 CA0920
 CA0920  VERT ORDER  -  FIRST     CLASS II
 CA0920
 CA0920.The horizontal coordinates were scaled from a topographic map and have
 CA0920.an estimated accuracy of +/- 6 seconds.
 CA0920
 CA0920.The orthometric height was determined by differential leveling
 CA0920.and adjusted by the National Geodetic Survey in June 1991..
 CA0920
 CA0920.The geoid height was determined by GEOID03.
 CA0920
 CA0920.The dynamic height is computed by dividing the NAVD 88
 CA0920.geopotential number by the normal gravity value computed on the
 CA0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0920.degrees latitude (g = 980.6199 gals.).
 CA0920
 CA0920.The modeled gravity was interpolated from observed gravity values.
 CA0920
 CA0920;                    North         East    Units  Estimated Accuracy
 CA0920;SPC TX C     - 3,222,740.      846,660.      MT  (+/- 180 meters Scaled)
 CA0920
 CA0920                          SUPERSEDED SURVEY CONTROL
 CA0920
 CA0920.No superseded survey control is available for this station.
 CA0920
 CA0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA202035(NAD 83)
 CA0920_MARKER: I = METAL ROD
 CA0920_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CA0920_SP_SET: STAINLESS STEEL ROD
 CA0920_STAMPING: L 1473 1983
 CA0920_MARK LOGO: NGS   
 CA0920_PROJECTION: FLUSH
 CA0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0920_ROD/PIPE-DEPTH: 3.7  meters
 CA0920
 CA0920  HISTORY     - Date     Condition        Report By
 CA0920  HISTORY     - 1983     MONUMENTED       NGS
 CA0920
 CA0920                          STATION DESCRIPTION
 CA0920
 CA0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0920'17.4 KM (10.8 MI) SE FROM EARLY.
 CA0920'17.4 KM (10.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 183 FROM ITS
 CA0920'JUNCTION WITH U.S. HIGHWAYS 67 AND 377 IN EARLY, 19.7 METERS (64.6 FT)
 CA0920'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 CA0920'HIGHWAY, 7.7 METERS (25.3 FT) EAST OF THE CENTER OF A GRAVELED ROAD
 CA0920'LEADING SOUTH AND 1.5 METERS (4.9 FT) SOUTH OF THE NORTHWEST CORNER OF
 CA0920'A FENCE AROUND THE ZEPHYR CEMETERY.  NOTE, ACCESS TO THE DATUM POINT
 CA0920'IS THROUGH A 5-INCH LOGO CAP.
 CA0920'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CA0920'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0944 ***********************************************************************
 CA0944  DESIGNATION -  L 1474
 CA0944  PID         -  CA0944
 CA0944  STATE/COUNTY-  TX/LAMPASAS
 CA0944  USGS QUAD   -  ANTELOPE GAP (1979)
 CA0944
 CA0944                         *CURRENT SURVEY CONTROL
 CA0944  ___________________________________________________________________
 CA0944* NAD 83(1986)-  31 17 11.     (N)    098 26 02.     (W)     SCALED    
 CA0944* NAVD 88     -       458.261  (meters)    1503.48   (feet)  ADJUSTED  
 CA0944  ___________________________________________________________________
 CA0944  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CA0944  DYNAMIC HT  -         457.645 (meters)    1501.46  (feet)  COMP
 CA0944  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 CA0944
 CA0944  VERT ORDER  -  FIRST     CLASS II
 CA0944
 CA0944.The horizontal coordinates were scaled from a topographic map and have
 CA0944.an estimated accuracy of +/- 6 seconds.
 CA0944
 CA0944.The orthometric height was determined by differential leveling
 CA0944.and adjusted by the National Geodetic Survey in June 1991..
 CA0944
 CA0944.The geoid height was determined by GEOID03.
 CA0944
 CA0944.The dynamic height is computed by dividing the NAVD 88
 CA0944.geopotential number by the normal gravity value computed on the
 CA0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0944.degrees latitude (g = 980.6199 gals.).
 CA0944
 CA0944.The modeled gravity was interpolated from observed gravity values.
 CA0944
 CA0944;                    North         East    Units  Estimated Accuracy
 CA0944;SPC TX C     - 3,181,100.      880,830.      MT  (+/- 180 meters Scaled)
 CA0944
 CA0944                          SUPERSEDED SURVEY CONTROL
 CA0944
 CA0944.No superseded survey control is available for this station.
 CA0944
 CA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV538614(NAD 83)
 CA0944_MARKER: I = METAL ROD
 CA0944_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CA0944+WITH SETTING: INFORMATION.
 CA0944_SP_SET: SHALLOW SET METAL ROD
 CA0944_STAMPING: L 1474 1983
 CA0944_MARK LOGO: NGS   
 CA0944_PROJECTION: FLUSH
 CA0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0944_ROD/PIPE-DEPTH: 2.1  meters
 CA0944
 CA0944  HISTORY     - Date     Condition        Report By
 CA0944  HISTORY     - 1983     MONUMENTED       NGS
 CA0944
 CA0944                          STATION DESCRIPTION
 CA0944
 CA0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CA0944'9.1 KM (5.65 MI) NW FROM LOMETA.
 CA0944'9.1 KM (5.65 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 CA0944'RAILROAD STATION IN LOMETA, 0.4 KM (0.25 MI) SOUTHEAST OF A RAILROAD
 CA0944'SIGNAL, 0.6 KM (0.35 MI) SOUTHEAST OF THE JUNCTION OF A DIRT
 CA0944'CROSSROAD, 10.2 METERS (33.5 FT) NORTHEAST OF THE NEAR RAIL, 4.6
 CA0944'METERS (15.1 FT) SOUTHWEST OF A FENCE AND 2.4 METERS (7.9 FT)
 CA0944'SOUTHWEST OF A UTILITY POLE.  NOTE, REFUSAL WAS REACHED AT 7.0 FT.
 CA0944'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CA0944'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CA0944'THE MARK IS 1.5 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1223 ***********************************************************************
 BZ1223  DESIGNATION -  L 1475
 BZ1223  PID         -  BZ1223
 BZ1223  STATE/COUNTY-  TX/CORYELL
 BZ1223  USGS QUAD   -  COPPERAS COVE (1995)
 BZ1223
 BZ1223                         *CURRENT SURVEY CONTROL
 BZ1223  ___________________________________________________________________
 BZ1223* NAD 83(1986)-  31 06 14.     (N)    097 55 19.     (W)     SCALED    
 BZ1223* NAVD 88     -       334.536  (meters)    1097.56   (feet)  ADJUSTED  
 BZ1223  ___________________________________________________________________
 BZ1223  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BZ1223  DYNAMIC HT  -         334.086 (meters)    1096.08  (feet)  COMP
 BZ1223  MODELED GRAV-     979,286.7   (mgal)                       NAVD 88
 BZ1223
 BZ1223  VERT ORDER  -  FIRST     CLASS II
 BZ1223
 BZ1223.The horizontal coordinates were scaled from a topographic map and have
 BZ1223.an estimated accuracy of +/- 6 seconds.
 BZ1223
 BZ1223.The orthometric height was determined by differential leveling
 BZ1223.and adjusted by the National Geodetic Survey in June 1991..
 BZ1223
 BZ1223.The geoid height was determined by GEOID03.
 BZ1223
 BZ1223.The dynamic height is computed by dividing the NAVD 88
 BZ1223.geopotential number by the normal gravity value computed on the
 BZ1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1223.degrees latitude (g = 980.6199 gals.).
 BZ1223
 BZ1223.The modeled gravity was interpolated from observed gravity values.
 BZ1223
 BZ1223;                    North         East    Units  Estimated Accuracy
 BZ1223;SPC TX C     - 3,161,820.      930,000.      MT  (+/- 180 meters Scaled)
 BZ1223
 BZ1223                          SUPERSEDED SURVEY CONTROL
 BZ1223
 BZ1223.No superseded survey control is available for this station.
 BZ1223
 BZ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV028416(NAD 83)
 BZ1223_MARKER: I = METAL ROD
 BZ1223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BZ1223_SP_SET: STAINLESS STEEL ROD
 BZ1223_STAMPING: L 1475 1983
 BZ1223_MARK LOGO: NGS   
 BZ1223_PROJECTION: FLUSH
 BZ1223_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ1223+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 BZ1223_ROD/PIPE-DEPTH: 4.3  meters
 BZ1223
 BZ1223  HISTORY     - Date     Condition        Report By
 BZ1223  HISTORY     - 1983     MONUMENTED       NGS
 BZ1223  HISTORY     - 19910116 GOOD             USGS
 BZ1223  HISTORY     - 20040124 GOOD             USPSQD
 BZ1223
 BZ1223                          STATION DESCRIPTION
 BZ1223
 BZ1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 BZ1223'19.1 KM (11.85 MI) WEST FROM KILLEEN.
 BZ1223'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 BZ1223'7.1 KM (4.4 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 BZ1223'STATION IN KILLEEN, THENCE 12.0 KM (7.45 MI) WESTERLY ALONG U.S.
 BZ1223'HIGHWAY 190, 0.8 KM (0.5 MI) EAST OF THE JUNCTION OF FARM ROAD 2657,
 BZ1223'30.8 METERS (101.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 BZ1223'4.5 METERS (14.8 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE.
 BZ1223'NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 BZ1223'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 BZ1223
 BZ1223                          STATION RECOVERY (1991)
 BZ1223
 BZ1223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ1223'0.25 MILE (0.40 KM) EAST-SOUTHEAST ALONG E. AVE.  D (FR 1113) FROM
 BZ1223'THE POST OFFICE IN COPPERAS COVE (802 E. AVE D) TO JUNCTION OF US
 BZ1223'190, THENCE 2.35 MILES (3.78 KM) SOUTHWEST ALONG US 190 TO FOOT OF A
 BZ1223'HILL, 101 FEET (30.8 M) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 BZ1223'15 FEET (4.6 M) NORTHEAST OF THE CENTER OF A WIRE GATE, 13 FEET (4.0
 BZ1223'M) SOUTHEAST OF AN ORANGE FIRE HYDRANT, AND 1.0 FOOT (0.3 M)
 BZ1223'NORTHWEST OF A FIBERGLASS WITNESS POST AT R/W FENCE.  ACCESS TO DATUM
 BZ1223'POINT IS THROUGH A 5 INCH LOGO CAP.  A STAINLESS STEEL ROD SET TO THE
 BZ1223'DEPTH OF 14.1 FEET (4.3 M) AND ENCASED IN A PIPE 0.5 FOOT (15.2 CM)
 BZ1223'BELOW LEVEL OF THE GROUND, 1.6 FEET (0.5 M) ABOVE THE HIGHWAY.
 BZ1223
 BZ1223                          STATION RECOVERY (2004)
 BZ1223
 BZ1223'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BZ1223'THE MARK IS APPROXIMATELY 400 FT. SOUTHWEST OF A NEW SUBDIVISION
 BZ1223'ENTRANCE CALLED WALKER PLACE.  THE SCALED COORDINATES ON THIS DATA
 BZ1223'SHEET SEEM TO BE CONSIDERABLY IN ERROR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2462 ***********************************************************************
 CS2462  DESIGNATION -  L 1476
 CS2462  PID         -  CS2462
 CS2462  STATE/COUNTY-  TX/JOHNSON
 CS2462  USGS QUAD   -  GRANDVIEW (1978)
 CS2462
 CS2462                         *CURRENT SURVEY CONTROL
 CS2462  ___________________________________________________________________
 CS2462* NAD 83(1986)-  32 17 11.     (N)    097 10 39.     (W)     SCALED    
 CS2462* NAVD 88     -       202.171  (meters)     663.29   (feet)  ADJUSTED  
 CS2462  ___________________________________________________________________
 CS2462  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CS2462  DYNAMIC HT  -         201.926 (meters)     662.49  (feet)  COMP
 CS2462  MODELED GRAV-     979,425.4   (mgal)                       NAVD 88
 CS2462
 CS2462  VERT ORDER  -  FIRST     CLASS II
 CS2462
 CS2462.The horizontal coordinates were scaled from a topographic map and have
 CS2462.an estimated accuracy of +/- 6 seconds.
 CS2462
 CS2462.The orthometric height was determined by differential leveling
 CS2462.and adjusted by the National Geodetic Survey in June 1991..
 CS2462
 CS2462.The geoid height was determined by GEOID03.
 CS2462
 CS2462.The dynamic height is computed by dividing the NAVD 88
 CS2462.geopotential number by the normal gravity value computed on the
 CS2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2462.degrees latitude (g = 980.6199 gals.).
 CS2462
 CS2462.The modeled gravity was interpolated from observed gravity values.
 CS2462
 CS2462;                    North         East    Units  Estimated Accuracy
 CS2462;SPC TXNC     - 2,069,510.      724,570.      MT  (+/- 180 meters Scaled)
 CS2462
 CS2462                          SUPERSEDED SURVEY CONTROL
 CS2462
 CS2462.No superseded survey control is available for this station.
 CS2462
 CS2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA716736(NAD 83)
 CS2462_MARKER: DB = BENCH MARK DISK
 CS2462_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2462_SP_SET: ABUTMENT
 CS2462_STAMPING: L 1476 1983
 CS2462_MARK LOGO: NGS   
 CS2462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS2462+STABILITY: POSITION/ELEVATION WELL
 CS2462
 CS2462  HISTORY     - Date     Condition        Report By
 CS2462  HISTORY     - 1983     MONUMENTED       NGS
 CS2462  HISTORY     - 19910413 GOOD             USPSQD
 CS2462  HISTORY     - 19940330 GOOD             USPSQD
 CS2462  HISTORY     - 19990608 GOOD             USPSQD
 CS2462
 CS2462                          STATION DESCRIPTION
 CS2462
 CS2462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2462'2.0 KM (1.2 MI) NORTH FROM GRANDVIEW.
 CS2462'0.2 KM (0.1 MI) EAST ALONG FARM ROAD 916 FROM ITS JUNCTION WITH THE
 CS2462'MISSOURI, KANSAS AND TEXAS RAILROAD IN GRANDVIEW, THENCE 1.8 KM (1.1
 CS2462'MI) NORTHERLY ALONG U.S. HIGHWAY 81, IN TOP OF AND 0.1 METER (0.3 FT)
 CS2462'NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE HIGHWAY
 CS2462'OVERPASS OVER INTERSTATE HIGHWAY 35 AND 5.3 METERS (17.4 FT) SOUTH OF
 CS2462'THE CENTERLINE OF THE HIGHWAY.
 CS2462'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 CS2462
 CS2462                          STATION RECOVERY (1991)
 CS2462
 CS2462'RECOVERY NOTE BY US POWER SQUADRON 1991 (PT)
 CS2462'RECOVERED IN GOOD CONDITION.
 CS2462
 CS2462                          STATION RECOVERY (1994)
 CS2462
 CS2462'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2462'RECOVERED IN GOOD CONDITION.
 CS2462
 CS2462                          STATION RECOVERY (1999)
 CS2462
 CS2462'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2422 ***********************************************************************
 CS2422  DESIGNATION -  L 1477
 CS2422  PID         -  CS2422
 CS2422  STATE/COUNTY-  TX/TARRANT
 CS2422  USGS QUAD   -  BENBROOK (1981)
 CS2422
 CS2422                         *CURRENT SURVEY CONTROL
 CS2422  ___________________________________________________________________
 CS2422* NAD 83(1986)-  32 42 36.     (N)    097 24 43.     (W)     SCALED    
 CS2422* NAVD 88     -       184.048  (meters)     603.83   (feet)  ADJUSTED  
 CS2422  ___________________________________________________________________
 CS2422  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CS2422  DYNAMIC HT  -         183.832 (meters)     603.12  (feet)  COMP
 CS2422  MODELED GRAV-     979,456.7   (mgal)                       NAVD 88
 CS2422
 CS2422  VERT ORDER  -  FIRST     CLASS II
 CS2422
 CS2422.The horizontal coordinates were scaled from a topographic map and have
 CS2422.an estimated accuracy of +/- 6 seconds.
 CS2422
 CS2422.The orthometric height was determined by differential leveling
 CS2422.and adjusted by the National Geodetic Survey in June 1991..
 CS2422
 CS2422.The geoid height was determined by GEOID03.
 CS2422
 CS2422.The dynamic height is computed by dividing the NAVD 88
 CS2422.geopotential number by the normal gravity value computed on the
 CS2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2422.degrees latitude (g = 980.6199 gals.).
 CS2422
 CS2422.The modeled gravity was interpolated from observed gravity values.
 CS2422
 CS2422;                    North         East    Units  Estimated Accuracy
 CS2422;SPC TXNC     - 2,116,220.      702,000.      MT  (+/- 180 meters Scaled)
 CS2422
 CS2422                          SUPERSEDED SURVEY CONTROL
 CS2422
 CS2422.No superseded survey control is available for this station.
 CS2422
 CS2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB488202(NAD 83)
 CS2422_MARKER: DB = BENCH MARK DISK
 CS2422_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS2422_SP_SET: PIER
 CS2422_STAMPING: L 1477 1983
 CS2422_MARK LOGO: NGS   
 CS2422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2422
 CS2422  HISTORY     - Date     Condition        Report By
 CS2422  HISTORY     - 1983     MONUMENTED       NGS
 CS2422  HISTORY     - 19960301 GOOD             USPSQD
 CS2422  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS2422  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 CS2422
 CS2422                          STATION DESCRIPTION
 CS2422
 CS2422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2422'9.1 KM (5.65 MI) WEST FROM FORT WORTH.
 CS2422'9.1 KM (5.65 MI) WESTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM ITS
 CS2422'JUNCTION WITH SOUTH MAIN STREET IN FORT WORTH, SET VERTICALLY IN THE
 CS2422'NORTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 4 PIERS OF THE GUILFORD
 CS2422'ROAD OVERPASS, 29.0 METERS (95.1 FT) SOUTHEAST OF THE CENTERLINE OF
 CS2422'THE NORTHEAST BOUND LANES OF WEST VICKERY BOULEVARD AND 5.5 METERS
 CS2422'(18.0 FT) NORTHWEST OF THE NEAR RAIL.
 CS2422'THE MARK IS 1.3 M ABOVE THE GROUND.
 CS2422
 CS2422                          STATION RECOVERY (1996)
 CS2422
 CS2422'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2422'RECOVERED IN GOOD CONDITION.
 CS2422
 CS2422                          STATION RECOVERY (1996)
 CS2422
 CS2422'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2422'MARK NOT FOUND.
 CS2422
 CS2422                          STATION RECOVERY (2004)
 CS2422
 CS2422'RECOVERY NOTE BY US POWER SQUADRON 2004 (JSC)
 CS2422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0892 ***********************************************************************
 CT0892  DESIGNATION -  L 1478
 CT0892  PID         -  CT0892
 CT0892  STATE/COUNTY-  TX/PARKER
 CT0892  USGS QUAD   -  BRAZOS EAST (1984)
 CT0892
 CT0892                         *CURRENT SURVEY CONTROL
 CT0892  ___________________________________________________________________
 CT0892* NAD 83(1986)-  32 41 05.     (N)    098 00 12.     (W)     SCALED    
 CT0892* NAVD 88     -       254.137  (meters)     833.78   (feet)  ADJUSTED  
 CT0892  ___________________________________________________________________
 CT0892  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CT0892  DYNAMIC HT  -         253.826 (meters)     832.76  (feet)  COMP
 CT0892  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 CT0892
 CT0892  VERT ORDER  -  FIRST     CLASS II
 CT0892
 CT0892.The horizontal coordinates were scaled from a topographic map and have
 CT0892.an estimated accuracy of +/- 6 seconds.
 CT0892
 CT0892.The orthometric height was determined by differential leveling
 CT0892.and adjusted by the National Geodetic Survey in June 1991..
 CT0892
 CT0892.The geoid height was determined by GEOID03.
 CT0892
 CT0892.The dynamic height is computed by dividing the NAVD 88
 CT0892.geopotential number by the normal gravity value computed on the
 CT0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0892.degrees latitude (g = 980.6199 gals.).
 CT0892
 CT0892.The modeled gravity was interpolated from observed gravity values.
 CT0892
 CT0892;                    North         East    Units  Estimated Accuracy
 CT0892;SPC TXNC     - 2,113,000.      646,570.      MT  (+/- 180 meters Scaled)
 CT0892
 CT0892                          SUPERSEDED SURVEY CONTROL
 CT0892
 CT0892.No superseded survey control is available for this station.
 CT0892
 CT0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB934167(NAD 83)
 CT0892_MARKER: DB = BENCH MARK DISK
 CT0892_SETTING: 66 = SET IN ROCK OUTCROP
 CT0892_SP_SET: ROCK OUTCROP
 CT0892_STAMPING: L 1478 1983
 CT0892_MARK LOGO: NGS   
 CT0892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0892+STABILITY: POSITION/ELEVATION WELL
 CT0892
 CT0892  HISTORY     - Date     Condition        Report By
 CT0892  HISTORY     - 1983     MONUMENTED       NGS
 CT0892  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 CT0892  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 CT0892  HISTORY     - 20020316 MARK NOT FOUND   USPSQD
 CT0892
 CT0892                          STATION DESCRIPTION
 CT0892
 CT0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0892'21.1 KM (13.1 MI) WEST FROM WEATHERFORD.
 CT0892'21.1 KM (13.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0892'JUNCTION WITH STATE HIGHWAY 171 IN WEATHERFORD, IN THE CENTER OF A
 CT0892'3-BY 12-FT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.7 KM (0.45 MI)
 CT0892'NORTHEAST OF FARM ROAD 113 AND EXIT 394 OVERPASS, 126.5 METERS (415.0
 CT0892'FT) EAST OF MILEPOST 395, 57.9 METERS (190.0 FT) SOUTHWEST OF THE
 CT0892'NORTHEAST END OF THE CUT AND 19.9 METERS (65.3 FT) SOUTHEAST OF THE
 CT0892'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 CT0892'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CT0892'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 CT0892
 CT0892                          STATION RECOVERY (1995)
 CT0892
 CT0892'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0892'MARK NOT FOUND.
 CT0892
 CT0892                          STATION RECOVERY (1997)
 CT0892
 CT0892'RECOVERY NOTE BY US POWER SQUADRON 1997
 CT0892'MARK NOT FOUND.
 CT0892
 CT0892                          STATION RECOVERY (2002)
 CT0892
 CT0892'RECOVERY NOTE BY US POWER SQUADRON 2002 (SR)
 CT0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2421 ***********************************************************************
 CS2421  DESIGNATION -  L 1479
 CS2421  PID         -  CS2421
 CS2421  STATE/COUNTY-  TX/TARRANT
 CS2421  USGS QUAD   -  FORT WORTH (1981)
 CS2421
 CS2421                         *CURRENT SURVEY CONTROL
 CS2421  ___________________________________________________________________
 CS2421* NAD 83(1986)-  32 43 43.     (N)    097 22 06.     (W)     SCALED    
 CS2421* NAVD 88     -       173.638  (meters)     569.68   (feet)  ADJUSTED  
 CS2421  ___________________________________________________________________
 CS2421  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CS2421  DYNAMIC HT  -         173.434 (meters)     569.01  (feet)  COMP
 CS2421  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 CS2421
 CS2421  VERT ORDER  -  FIRST     CLASS II
 CS2421
 CS2421.The horizontal coordinates were scaled from a topographic map and have
 CS2421.an estimated accuracy of +/- 6 seconds.
 CS2421
 CS2421.The orthometric height was determined by differential leveling
 CS2421.and adjusted by the National Geodetic Survey in June 1991..
 CS2421
 CS2421.The geoid height was determined by GEOID03.
 CS2421
 CS2421.The dynamic height is computed by dividing the NAVD 88
 CS2421.geopotential number by the normal gravity value computed on the
 CS2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2421.degrees latitude (g = 980.6199 gals.).
 CS2421
 CS2421.The modeled gravity was interpolated from observed gravity values.
 CS2421
 CS2421;                    North         East    Units  Estimated Accuracy
 CS2421;SPC TXNC     - 2,118,330.      706,070.      MT  (+/- 180 meters Scaled)
 CS2421
 CS2421                          SUPERSEDED SURVEY CONTROL
 CS2421
 CS2421.No superseded survey control is available for this station.
 CS2421
 CS2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB528223(NAD 83)
 CS2421_MARKER: I = METAL ROD
 CS2421_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CS2421+WITH SETTING: INFORMATION.
 CS2421_SP_SET: SHALLOW SET METAL ROD
 CS2421_STAMPING: L 1479 1983
 CS2421_MARK LOGO: NGS   
 CS2421_PROJECTION: FLUSH
 CS2421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2421_ROD/PIPE-DEPTH: 1.2  meters
 CS2421
 CS2421  HISTORY     - Date     Condition        Report By
 CS2421  HISTORY     - 1983     MONUMENTED       NGS
 CS2421  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 CS2421  HISTORY     - 20011017 MARK NOT FOUND   USPSQD
 CS2421
 CS2421                          STATION DESCRIPTION
 CS2421
 CS2421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CS2421'IN FORT WORTH.
 CS2421'IN FORT WORTH, AT THE JUNCTION OF THE MISSOURI PACIFIC RAILROAD AND
 CS2421'KIMZEY STREET. 71.6 METERS (234.9 FT) NORTHEAST OF THE CENTER OF THE
 CS2421'STREET, 10.4 METERS (34.1 FT) SOUTHEAST OF A FENCE, 5.8 METERS (19.0
 CS2421'FT) NORTHWEST OF THE NEAR RAIL AND 1.1 METERS (3.6 FT) NORTHEAST OF A
 CS2421'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUTH A 5-INCH LOGO
 CS2421'CAP.
 CS2421'THE MARK IS 0.3 METERS  SW FROM  THE TRACKS
 CS2421'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 CS2421
 CS2421                          STATION RECOVERY (1996)
 CS2421
 CS2421'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS2421'MARK NOT FOUND.
 CS2421
 CS2421                          STATION RECOVERY (2001)
 CS2421
 CS2421'RECOVERY NOTE BY US POWER SQUADRON 2001 (BB)
 CS2421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1350 ***********************************************************************
 AY1350  DESIGNATION -  L 148
 AY1350  PID         -  AY1350
 AY1350  STATE/COUNTY-  TX/UVALDE
 AY1350  USGS QUAD   -  SYCAMORE MOUNTAIN (1971)
 AY1350
 AY1350                         *CURRENT SURVEY CONTROL
 AY1350  ___________________________________________________________________
 AY1350* NAD 83(1986)-  29 25 25.     (N)    099 59 24.     (W)     SCALED    
 AY1350* NAVD 88     -       351.591  (meters)    1153.51   (feet)  POSTED    
 AY1350  ___________________________________________________________________
 AY1350  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 AY1350  DYNAMIC HT  -         351.080 (meters)    1151.84  (feet)  COMP
 AY1350  MODELED GRAV-     979,167.0   (mgal)                       NAVD 88
 AY1350
 AY1350  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1350
 AY1350.The horizontal coordinates were scaled from a topographic map and have
 AY1350.an estimated accuracy of +/- 6 seconds.
 AY1350
 AY1350.The orthometric height was determined by differential leveling
 AY1350.and adjusted by the National Geodetic Survey in 1992..
 AY1350.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1350.rate of 0.0 thru 1.0 mm/km.
 AY1350
 AY1350.The geoid height was determined by GEOID03.
 AY1350
 AY1350.The dynamic height is computed by dividing the NAVD 88
 AY1350.geopotential number by the normal gravity value computed on the
 AY1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1350.degrees latitude (g = 980.6199 gals.).
 AY1350
 AY1350.The modeled gravity was interpolated from observed gravity values.
 AY1350
 AY1350;                    North         East    Units  Estimated Accuracy
 AY1350;SPC TXSC     - 4,176,650.      503,950.      MT  (+/- 180 meters Scaled)
 AY1350
 AY1350                          SUPERSEDED SURVEY CONTROL
 AY1350
 AY1350  NGVD 29 (??/??/92)  351.478  (m)         1153.14   (f) ADJ UNCH    2 0
 AY1350
 AY1350.Superseded values are not recommended for survey control.
 AY1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1350.See file dsdata.txt to determine how the superseded data were derived.
 AY1350
 AY1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT039553(NAD 83)
 AY1350_MARKER: DB = BENCH MARK DISK
 AY1350_SETTING: 66 = SET IN ROCK OUTCROP
 AY1350_SP_SET: ROCK OUTCROP
 AY1350_STAMPING: L 148 1939
 AY1350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1350+STABILITY: POSITION/ELEVATION WELL
 AY1350
 AY1350  HISTORY     - Date     Condition        Report By
 AY1350  HISTORY     - 1939     MONUMENTED       CGS
 AY1350  HISTORY     - 1940     GOOD             NGS
 AY1350  HISTORY     - 1971     MARK NOT FOUND   USGS
 AY1350  HISTORY     - 20040729 MARK NOT FOUND   USPSQD
 AY1350
 AY1350                          STATION DESCRIPTION
 AY1350
 AY1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 AY1350'18.7 MI SE FROM CAMP WOOD.
 AY1350'IN UVALDE COUNTY, 18.7 MILES SOUTHEAST ALONG THE UVALDE AND NORTHERN
 AY1350'RAILWAY FROM THE STATION AT CAMP WOOD, REAL COUNTY, 76 YARDS SOUTHEAST
 AY1350'OF TRESTLE 18 D, 50 YARDS NORTH OF A SMALL CUT, 7 YARDS EAST OF THE
 AY1350'CENTERLINE OF THE TRACK, IN A ROCK OUTCROP, AND LEVEL WITH THE TRACK.
 AY1350'A STANDARD DISK, STAMPED L 148 1939.
 AY1350
 AY1350                          STATION RECOVERY (1971)
 AY1350
 AY1350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 AY1350'MARK NOT FOUND.
 AY1350
 AY1350                          STATION RECOVERY (2004)
 AY1350
 AY1350'RECOVERY NOTE BY US POWER SQUADRON 2004
 AY1350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0933 ***********************************************************************
 CT0933  DESIGNATION -  L 1480
 CT0933  PID         -  CT0933
 CT0933  STATE/COUNTY-  TX/EASTLAND
 CT0933  USGS QUAD   -  RANGER (1987)
 CT0933
 CT0933                         *CURRENT SURVEY CONTROL
 CT0933  ___________________________________________________________________
 CT0933* NAD 83(1986)-  32 25 59.     (N)    098 42 39.     (W)     SCALED    
 CT0933* NAVD 88     -       435.409  (meters)    1428.50   (feet)  ADJUSTED  
 CT0933  ___________________________________________________________________
 CT0933  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CT0933  DYNAMIC HT  -         434.850 (meters)    1426.67  (feet)  COMP
 CT0933  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 CT0933
 CT0933  VERT ORDER  -  FIRST     CLASS II
 CT0933
 CT0933.The horizontal coordinates were scaled from a topographic map and have
 CT0933.an estimated accuracy of +/- 6 seconds.
 CT0933
 CT0933.The orthometric height was determined by differential leveling
 CT0933.and adjusted by the National Geodetic Survey in June 1991..
 CT0933
 CT0933.The geoid height was determined by GEOID03.
 CT0933
 CT0933.The dynamic height is computed by dividing the NAVD 88
 CT0933.geopotential number by the normal gravity value computed on the
 CT0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0933.degrees latitude (g = 980.6199 gals.).
 CT0933
 CT0933.The modeled gravity was interpolated from observed gravity values.
 CT0933
 CT0933;                    North         East    Units  Estimated Accuracy
 CT0933;SPC TXNC     - 2,085,010.      580,170.      MT  (+/- 180 meters Scaled)
 CT0933
 CT0933                          SUPERSEDED SURVEY CONTROL
 CT0933
 CT0933.No superseded survey control is available for this station.
 CT0933
 CT0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA271884(NAD 83)
 CT0933_MARKER: DB = BENCH MARK DISK
 CT0933_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0933_SP_SET: ABUTMENT
 CT0933_STAMPING: L 1480 1983
 CT0933_MARK LOGO: NGS   
 CT0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CT0933
 CT0933  HISTORY     - Date     Condition        Report By
 CT0933  HISTORY     - 1983     MONUMENTED       NGS
 CT0933  HISTORY     - 20020316 GOOD             USPSQD
 CT0933
 CT0933                          STATION DESCRIPTION
 CT0933
 CT0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0933'1.5 KM (0.95 MI) WEST FROM RANGER.
 CT0933'1.5 KM (0.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CT0933'JUNCTION WITH FARM ROAD 2461 IN RANGER, IN TOP OF AND 0.6 METER
 CT0933'(2.0 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A
 CT0933'FRONTAGE ROAD BRIDGE SPANNING COLONY CREEK, 23.8 METERS (78.1 FT)
 CT0933'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND
 CT0933'4.0 METERS (13.1 FT) NORTH OF THE CENTERLINE OF THE ROAD.
 CT0933'THE MARK IS 0.3 M ABOVE THE ROAD.
 CT0933
 CT0933                          STATION RECOVERY (2002)
 CT0933
 CT0933'RECOVERY NOTE BY US POWER SQUADRON 2002 (GF)
 CT0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0958 ***********************************************************************
 CT0958  DESIGNATION -  L 1481
 CT0958  PID         -  CT0958
 CT0958  STATE/COUNTY-  TX/CALLAHAN
 CT0958  USGS QUAD   -  BAIRD (1966)
 CT0958
 CT0958                         *CURRENT SURVEY CONTROL
 CT0958  ___________________________________________________________________
 CT0958* NAD 83(1986)-  32 24 06.     (N)    099 23 08.     (W)     SCALED    
 CT0958* NAVD 88     -       524.832  (meters)    1721.89   (feet)  ADJUSTED  
 CT0958  ___________________________________________________________________
 CT0958  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CT0958  DYNAMIC HT  -         524.149 (meters)    1719.65  (feet)  COMP
 CT0958  MODELED GRAV-     979,321.7   (mgal)                       NAVD 88
 CT0958
 CT0958  VERT ORDER  -  FIRST     CLASS II
 CT0958
 CT0958.The horizontal coordinates were scaled from a topographic map and have
 CT0958.an estimated accuracy of +/- 6 seconds.
 CT0958
 CT0958.The orthometric height was determined by differential leveling
 CT0958.and adjusted by the National Geodetic Survey in June 1991..
 CT0958
 CT0958.The geoid height was determined by GEOID03.
 CT0958
 CT0958.The dynamic height is computed by dividing the NAVD 88
 CT0958.geopotential number by the normal gravity value computed on the
 CT0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0958.degrees latitude (g = 980.6199 gals.).
 CT0958
 CT0958.The modeled gravity was interpolated from observed gravity values.
 CT0958
 CT0958;                    North         East    Units  Estimated Accuracy
 CT0958;SPC TXNC     - 2,081,860.      516,690.      MT  (+/- 180 meters Scaled)
 CT0958
 CT0958                          SUPERSEDED SURVEY CONTROL
 CT0958
 CT0958.No superseded survey control is available for this station.
 CT0958
 CT0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA637850(NAD 83)
 CT0958_MARKER: DB = BENCH MARK DISK
 CT0958_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CT0958_SP_SET: PIER
 CT0958_STAMPING: L 1481 1983
 CT0958_MARK LOGO: NGS   
 CT0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0958+STABILITY: POSITION/ELEVATION WELL
 CT0958
 CT0958  HISTORY     - Date     Condition        Report By
 CT0958  HISTORY     - 1983     MONUMENTED       NGS
 CT0958  HISTORY     - 20011014 GOOD             USPSQD
 CT0958
 CT0958                          STATION DESCRIPTION
 CT0958
 CT0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CT0958'35.7 KM (22.15 MI) EAST FROM ABILENE.
 CT0958'34.4 KM (21.35 MI) EASTERLY ALONG THE MISSOURI PACIFIC RAILROAD FROM
 CT0958'THE RAILROAD STATION IN ABILENE, THENCE 1.3 KM (0.8 MI) NORTH ALONG
 CT0958'U.S. HIGHWAY 283, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY
 CT0958'1 OF 4 PIERS OF THE HIGHWAY OVERPASS OVER INTERSTATE HIGHWAY 20, 10.4
 CT0958'METERS (34.1 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 CT0958'THE HIGHWAY AND 6.2 METERS (21.0 FT) EAST OF THE CENTER OF THE
 CT0958'HIGHWAY.
 CT0958'THE MARK IS 1.3 M ABOVE THE GROUND.
 CT0958
 CT0958                          STATION RECOVERY (2001)
 CT0958
 CT0958'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 CT0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0637 ***********************************************************************
 DO0637  DESIGNATION -  L 1482
 DO0637  PID         -  DO0637
 DO0637  STATE/COUNTY-  TX/WICHITA
 DO0637  USGS QUAD   -  WICHITA FALLS EAST (1972)
 DO0637
 DO0637                         *CURRENT SURVEY CONTROL
 DO0637  ___________________________________________________________________
 DO0637* NAD 83(1986)-  33 54 17.     (N)    098 28 13.     (W)     SCALED    
 DO0637* NAVD 88     -       288.826  (meters)     947.59   (feet)  ADJUSTED  
 DO0637  ___________________________________________________________________
 DO0637  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DO0637  DYNAMIC HT  -         288.509 (meters)     946.55  (feet)  COMP
 DO0637  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 DO0637
 DO0637  VERT ORDER  -  FIRST     CLASS II
 DO0637
 DO0637.The horizontal coordinates were scaled from a topographic map and have
 DO0637.an estimated accuracy of +/- 6 seconds.
 DO0637
 DO0637.The orthometric height was determined by differential leveling
 DO0637.and adjusted by the National Geodetic Survey in June 1991..
 DO0637
 DO0637.The geoid height was determined by GEOID03.
 DO0637
 DO0637.The dynamic height is computed by dividing the NAVD 88
 DO0637.geopotential number by the normal gravity value computed on the
 DO0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0637.degrees latitude (g = 980.6199 gals.).
 DO0637
 DO0637.The modeled gravity was interpolated from observed gravity values.
 DO0637
 DO0637;                    North         East    Units  Estimated Accuracy
 DO0637;SPC TXNC     - 2,248,190.      602,750.      MT  (+/- 180 meters Scaled)
 DO0637
 DO0637                          SUPERSEDED SURVEY CONTROL
 DO0637
 DO0637.No superseded survey control is available for this station.
 DO0637
 DO0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC489517(NAD 83)
 DO0637_MARKER: I = METAL ROD
 DO0637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO0637_SP_SET: STAINLESS STEEL ROD
 DO0637_STAMPING: L 1482 1984
 DO0637_MARK LOGO: NGS   
 DO0637_PROJECTION: FLUSH
 DO0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO0637+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 DO0637_ROD/PIPE-DEPTH: 6.7  meters
 DO0637
 DO0637  HISTORY     - Date     Condition        Report By
 DO0637  HISTORY     - 1984     MONUMENTED       NGS
 DO0637  HISTORY     - 20010525 GOOD             USPSQD
 DO0637  HISTORY     - 20030625 GOOD             USPSQD
 DO0637
 DO0637                          STATION DESCRIPTION
 DO0637
 DO0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DO0637'IN WICHITA FALLS.
 DO0637'IN WICHITA FALLS, AT THE INTERSECTION OF ORIOLE AND PEACH STREETS,
 DO0637'55.8 METERS (183.1 FT) SOUTHEAST OF THE EXTENDED CENTER OF ORIOLE
 DO0637'STREET, 13.9 METERS (45.6 FT) NORTHEAST OF THE NEAR RAIL OF THE
 DO0637'BURLINGTON NORTHERN RAILROAD, 9.8 METERS (32.2 FT) SOUTHWEST OF THE
 DO0637'CENTER OF PEACH STREET, AND 1.2 METERS (3.9 FT) SOUTHEAST OF THE
 DO0637'SOUTHEAST 1 OF 2 UTILITY POLES.  NOTE=ACCESS TO THE DATUM POINT IS
 DO0637'THROUGH A 5-INCH LOGO CAP.
 DO0637'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DO0637'THE MARK IS 0.5 M BELOW THE TRACKS.
 DO0637
 DO0637                          STATION RECOVERY (2001)
 DO0637
 DO0637'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0637'RECOVERED IN GOOD CONDITION.
 DO0637
 DO0637                          STATION RECOVERY (2003)
 DO0637
 DO0637'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 DO0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0528 ***********************************************************************
 EM0528  DESIGNATION -  L 1483
 EM0528  PID         -  EM0528
 EM0528  STATE/COUNTY-  TX/WILBARGER
 EM0528  USGS QUAD   -  HARROLD (1990)
 EM0528
 EM0528                         *CURRENT SURVEY CONTROL
 EM0528  ___________________________________________________________________
 EM0528* NAD 83(1986)-  34 04 05.     (N)    099 00 25.     (W)     SCALED    
 EM0528* NAVD 88     -       366.278  (meters)    1201.70   (feet)  ADJUSTED  
 EM0528  ___________________________________________________________________
 EM0528  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 EM0528  DYNAMIC HT  -         365.872 (meters)    1200.37  (feet)  COMP
 EM0528  MODELED GRAV-     979,515.7   (mgal)                       NAVD 88
 EM0528
 EM0528  VERT ORDER  -  FIRST     CLASS II
 EM0528
 EM0528.The horizontal coordinates were scaled from a topographic map and have
 EM0528.an estimated accuracy of +/- 6 seconds.
 EM0528
 EM0528.The orthometric height was determined by differential leveling
 EM0528.and adjusted by the National Geodetic Survey in June 1991..
 EM0528
 EM0528.The geoid height was determined by GEOID03.
 EM0528
 EM0528.The dynamic height is computed by dividing the NAVD 88
 EM0528.geopotential number by the normal gravity value computed on the
 EM0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0528.degrees latitude (g = 980.6199 gals.).
 EM0528
 EM0528.The modeled gravity was interpolated from observed gravity values.
 EM0528
 EM0528;                    North         East    Units  Estimated Accuracy
 EM0528;SPC TXNC     - 2,266,420.      553,200.      MT  (+/- 180 meters Scaled)
 EM0528
 EM0528                          SUPERSEDED SURVEY CONTROL
 EM0528
 EM0528.No superseded survey control is available for this station.
 EM0528
 EM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC993697(NAD 83)
 EM0528_MARKER: I = METAL ROD
 EM0528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0528_SP_SET: STAINLESS STEEL ROD
 EM0528_STAMPING: L 1483 1984
 EM0528_MARK LOGO: NGS   
 EM0528_PROJECTION: FLUSH
 EM0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0528_ROD/PIPE-DEPTH: 5.8  meters
 EM0528
 EM0528  HISTORY     - Date     Condition        Report By
 EM0528  HISTORY     - 1984     MONUMENTED       NGS
 EM0528
 EM0528                          STATION DESCRIPTION
 EM0528
 EM0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0528'28.0 KM (17.4 MI) SE FROM VERNON.
 EM0528'28.0 KM (17.4 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 EM0528'FROM THE STATION IN VERNON, 37.5 METERS (123.0 FT) NORTHWEST OF THE
 EM0528'CENTER OF A DIRT ROAD LEADING SOUTH, 11.7 METERS (38.4 FT) SOUTHWEST
 EM0528'OF THE NEAR RAIL, AND 1.4 METERS (4.6 FT) SOUTHEAST OF A UTILITY POLE
 EM0528'WITH 2 GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EM0528'LOGO CAP.
 EM0528'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EM0528'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0586 ***********************************************************************
 EN0586  DESIGNATION -  L 1484
 EN0586  PID         -  EN0586
 EN0586  STATE/COUNTY-  TX/CHILDRESS
 EN0586  USGS QUAD   -  CAREY (1981)
 EN0586
 EN0586                         *CURRENT SURVEY CONTROL
 EN0586  ___________________________________________________________________
 EN0586* NAD 83(1986)-  34 28 54.     (N)    100 20 05.     (W)     SCALED    
 EN0586* NAVD 88     -       569.400  (meters)    1868.11   (feet)  ADJUSTED  
 EN0586  ___________________________________________________________________
 EN0586  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 EN0586  DYNAMIC HT  -         568.752 (meters)    1865.98  (feet)  COMP
 EN0586  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 EN0586
 EN0586  VERT ORDER  -  FIRST     CLASS II
 EN0586
 EN0586.The horizontal coordinates were scaled from a topographic map and have
 EN0586.an estimated accuracy of +/- 6 seconds.
 EN0586
 EN0586.The orthometric height was determined by differential leveling
 EN0586.and adjusted by the National Geodetic Survey in June 1991..
 EN0586
 EN0586.The geoid height was determined by GEOID03.
 EN0586
 EN0586.The dynamic height is computed by dividing the NAVD 88
 EN0586.geopotential number by the normal gravity value computed on the
 EN0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0586.degrees latitude (g = 980.6199 gals.).
 EN0586
 EN0586.The modeled gravity was interpolated from observed gravity values.
 EN0586
 EN0586;                    North         East    Units  Estimated Accuracy
 EN0586;SPC TX N     - 1,054,070.      307,050.      MT  (+/- 180 meters Scaled)
 EN0586
 EN0586                          SUPERSEDED SURVEY CONTROL
 EN0586
 EN0586.No superseded survey control is available for this station.
 EN0586
 EN0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD774163(NAD 83)
 EN0586_MARKER: DB = BENCH MARK DISK
 EN0586_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EN0586_SP_SET: PIER
 EN0586_STAMPING: L 1484 1984
 EN0586_MARK LOGO: NGS   
 EN0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EN0586+STABILITY: POSITION/ELEVATION WELL
 EN0586
 EN0586  HISTORY     - Date     Condition        Report By
 EN0586  HISTORY     - 1984     MONUMENTED       NGS
 EN0586
 EN0586                          STATION DESCRIPTION
 EN0586
 EN0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0586'11.3 KM (7.0 MI) NW FROM CHILDRESS.
 EN0586'11.3 KM (7.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0586'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, SET VERTICAILY IN THE
 EN0586'NORTH FACE OF THE MOST NORTHERLY 1 OF 3 COLUMNS OF THE FIRST PIER WEST
 EN0586'OF THE EAST ABUTMENT OF THE NORTHWEST BOUND LANES OF THE HIGHWAY
 EN0586'BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD, 5.5 M (18.0 FT) NORTH OF
 EN0586'THE CENTER OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, AND 4.4 M
 EN0586'(14.4 FT) EAST OF THE NEAR RAIL.
 EN0586'THE MARK IS 1.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0924 ***********************************************************************
 DN0924  DESIGNATION -  L 1485
 DN0924  PID         -  DN0924
 DN0924  STATE/COUNTY-  TX/WISE
 DN0924  USGS QUAD   -  DECATUR (1972)
 DN0924
 DN0924                         *CURRENT SURVEY CONTROL
 DN0924  ___________________________________________________________________
 DN0924* NAD 83(1986)-  33 09 05.     (N)    097 30 31.     (W)     SCALED    
 DN0924* NAVD 88     -       285.729  (meters)     937.43   (feet)  ADJUSTED  
 DN0924  ___________________________________________________________________
 DN0924  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DN0924  DYNAMIC HT  -         285.395 (meters)     936.33  (feet)  COMP
 DN0924  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 DN0924
 DN0924  VERT ORDER  -  FIRST     CLASS II
 DN0924
 DN0924.The horizontal coordinates were scaled from a topographic map and have
 DN0924.an estimated accuracy of +/- 6 seconds.
 DN0924
 DN0924.The orthometric height was determined by differential leveling
 DN0924.and adjusted by the National Geodetic Survey in June 1991..
 DN0924
 DN0924.The geoid height was determined by GEOID03.
 DN0924
 DN0924.The dynamic height is computed by dividing the NAVD 88
 DN0924.geopotential number by the normal gravity value computed on the
 DN0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0924.degrees latitude (g = 980.6199 gals.).
 DN0924
 DN0924.The modeled gravity was interpolated from observed gravity values.
 DN0924
 DN0924;                    North         East    Units  Estimated Accuracy
 DN0924;SPC TXNC     - 2,165,080.      692,480.      MT  (+/- 180 meters Scaled)
 DN0924
 DN0924                          SUPERSEDED SURVEY CONTROL
 DN0924
 DN0924.No superseded survey control is available for this station.
 DN0924
 DN0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB390690(NAD 83)
 DN0924_MARKER: I = METAL ROD
 DN0924_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN0924+WITH SETTING: INFORMATION.
 DN0924_SP_SET: SHALLOW SET METAL ROD
 DN0924_STAMPING: L 1485 1984
 DN0924_MARK LOGO: NGS   
 DN0924_PROJECTION: FLUSH
 DN0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0924_ROD/PIPE-DEPTH: 1.2  meters
 DN0924
 DN0924  HISTORY     - Date     Condition        Report By
 DN0924  HISTORY     - 1984     MONUMENTED       NGS
 DN0924  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0924
 DN0924                          STATION DESCRIPTION
 DN0924
 DN0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0924'11.7 KM (7.25 MI) SE FROM DECATUR.
 DN0924'11.7 KM (7.25 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0924'FROM THE STATION IN DECATUR, 17.0 METERS (55.8 FT) NORTH OF MILEPOST
 DN0924'33, 14.5 METERS (47.6 FT) SOUTHEAST OF THE CENTER OF A GRAVELED ROAD,
 DN0924'14.5 M (47.6 FT) NORTHEAST OF THE NEAR RAIL, AND 0.3 METER (1.0 FT)
 DN0924'SOUTHWEST OF A FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.
 DN0924'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DN0924'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DN0924'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DN0924
 DN0924                          STATION RECOVERY (1997)
 DN0924
 DN0924'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0948 ***********************************************************************
 DN0948  DESIGNATION -  L 1486
 DN0948  PID         -  DN0948
 DN0948  STATE/COUNTY-  TX/MONTAGUE
 DN0948  USGS QUAD   -  BRUSHY MOUND (1979)
 DN0948
 DN0948                         *CURRENT SURVEY CONTROL
 DN0948  ___________________________________________________________________
 DN0948* NAD 83(1986)-  33 37 04.     (N)    097 58 29.     (W)     SCALED    
 DN0948* NAVD 88     -       298.072  (meters)     977.92   (feet)  ADJUSTED  
 DN0948  ___________________________________________________________________
 DN0948  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DN0948  DYNAMIC HT  -         297.742 (meters)     976.84  (feet)  COMP
 DN0948  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 DN0948
 DN0948  VERT ORDER  -  FIRST     CLASS II
 DN0948
 DN0948.The horizontal coordinates were scaled from a topographic map and have
 DN0948.an estimated accuracy of +/- 6 seconds.
 DN0948
 DN0948.The orthometric height was determined by differential leveling
 DN0948.and adjusted by the National Geodetic Survey in June 1991..
 DN0948
 DN0948.The geoid height was determined by GEOID03.
 DN0948
 DN0948.The dynamic height is computed by dividing the NAVD 88
 DN0948.geopotential number by the normal gravity value computed on the
 DN0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0948.degrees latitude (g = 980.6199 gals.).
 DN0948
 DN0948.The modeled gravity was interpolated from observed gravity values.
 DN0948
 DN0948;                    North         East    Units  Estimated Accuracy
 DN0948;SPC TXNC     - 2,216,490.      648,740.      MT  (+/- 180 meters Scaled)
 DN0948
 DN0948                          SUPERSEDED SURVEY CONTROL
 DN0948
 DN0948.No superseded survey control is available for this station.
 DN0948
 DN0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC951202(NAD 83)
 DN0948_MARKER: DB = BENCH MARK DISK
 DN0948_SETTING: 66 = SET IN ROCK OUTCROP
 DN0948_SP_SET: ROCK OUTCROP
 DN0948_STAMPING: L 1486 1984
 DN0948_MARK LOGO: NGS   
 DN0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0948+STABILITY: POSITION/ELEVATION WELL
 DN0948
 DN0948  HISTORY     - Date     Condition        Report By
 DN0948  HISTORY     - 1984     MONUMENTED       NGS
 DN0948  HISTORY     - 19961116 MARK NOT FOUND   USPSQD
 DN0948
 DN0948                          STATION DESCRIPTION
 DN0948
 DN0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DN0948'13.3 KM (8.25 MI) NW FROM BOWIE.
 DN0948'13.3 KM (8.25 MI) NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 DN0948'FROM THE STATION IN BOWIE, IN THE CENTER OF A 5- BY 6-FT EXPOSED AREA
 DN0948'OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 77,
 DN0948'30.1 METERS (98.8 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST
 DN0948'BOUND LANES OF U.S. HIGHWAY 287, 10.4 METERS (34.1 FT) NORTH OF A
 DN0948'UTILITY POLE, AND 5.6 METERS (18.4 FT) SOUTHWEST OF THE NEAR RAIL.
 DN0948'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DN0948'THE MARK IS 2.0 M ABOVE THE TRACKS.
 DN0948
 DN0948                          STATION RECOVERY (1996)
 DN0948
 DN0948'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EM0559 ***********************************************************************
 EM0559  DESIGNATION -  L 1487
 EM0559  PID         -  EM0559
 EM0559  STATE/COUNTY-  TX/HARDEMAN
 EM0559  USGS QUAD   -  QUANAH EAST (1984)
 EM0559
 EM0559                         *CURRENT SURVEY CONTROL
 EM0559  ___________________________________________________________________
 EM0559* NAD 83(1986)-  34 16 04.     (N)    099 37 43.     (W)     SCALED    
 EM0559* NAVD 88     -       454.115  (meters)    1489.88   (feet)  ADJUSTED  
 EM0559  ___________________________________________________________________
 EM0559  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 EM0559  DYNAMIC HT  -         453.603 (meters)    1488.20  (feet)  COMP
 EM0559  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 EM0559
 EM0559  VERT ORDER  -  FIRST     CLASS II
 EM0559
 EM0559.The horizontal coordinates were scaled from a topographic map and have
 EM0559.an estimated accuracy of +/- 6 seconds.
 EM0559
 EM0559.The orthometric height was determined by differential leveling
 EM0559.and adjusted by the National Geodetic Survey in June 1991..
 EM0559
 EM0559.The geoid height was determined by GEOID03.
 EM0559
 EM0559.The dynamic height is computed by dividing the NAVD 88
 EM0559.geopotential number by the normal gravity value computed on the
 EM0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EM0559.degrees latitude (g = 980.6199 gals.).
 EM0559
 EM0559.The modeled gravity was interpolated from observed gravity values.
 EM0559
 EM0559;                    North         East    Units  Estimated Accuracy
 EM0559;SPC TXNC     - 2,289,020.      496,050.      MT  (+/- 180 meters Scaled)
 EM0559
 EM0559                          SUPERSEDED SURVEY CONTROL
 EM0559
 EM0559.No superseded survey control is available for this station.
 EM0559
 EM0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC421920(NAD 83)
 EM0559_MARKER: I = METAL ROD
 EM0559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EM0559_SP_SET: STAINLESS STEEL ROD
 EM0559_STAMPING: L 1487 1984
 EM0559_MARK LOGO: NGS   
 EM0559_PROJECTION: FLUSH
 EM0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EM0559_ROD/PIPE-DEPTH: 5.8  meters
 EM0559
 EM0559  HISTORY     - Date     Condition        Report By
 EM0559  HISTORY     - 1984     MONUMENTED       NGS
 EM0559
 EM0559                          STATION DESCRIPTION
 EM0559
 EM0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EM0559'10.7 KM (6.65 MI) SE FROM QUANAH.
 EM0559'10.7 KM (6.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EM0559'JUNCTION WITH STATE HIGHWAY 6 IN QUANAH, OR 10.9 KM (6.75 MI)
 EM0559'NORTHWESTERLY ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE IN
 EM0559'CHILLICOTHE, AT THE EXTENDED CENTER OF A GRAVELED ROAD LEADING NORTH,
 EM0559'21.4 M (70.2 FT) SOUTH OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES
 EM0559'OF THE HIGHWAY, AND 0.8 M (2.6 FT) NORTH OF THE MOST NORTHERLY 1 OF 3
 EM0559'UTILITY POLES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EM0559'LOGO CAP.
 EM0559'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 EM0559'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1290 ***********************************************************************
 GL1290  DESIGNATION -  L 1488
 GL1290  PID         -  GL1290
 GL1290  STATE/COUNTY-  TX/DALLAM
 GL1290  USGS QUAD   -  BOLIN NE (1973)
 GL1290
 GL1290                         *CURRENT SURVEY CONTROL
 GL1290  ___________________________________________________________________
 GL1290* NAD 83(1986)-  36 10 56.     (N)    102 30 35.     (W)     SCALED    
 GL1290* NAVD 88     -      1236.036  (meters)    4055.23   (feet)  ADJUSTED  
 GL1290  ___________________________________________________________________
 GL1290  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 GL1290  DYNAMIC HT  -        1234.612 (meters)    4050.56  (feet)  COMP
 GL1290  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 GL1290
 GL1290  VERT ORDER  -  FIRST     CLASS II
 GL1290
 GL1290.The horizontal coordinates were scaled from a topographic map and have
 GL1290.an estimated accuracy of +/- 6 seconds.
 GL1290
 GL1290.The orthometric height was determined by differential leveling
 GL1290.and adjusted by the National Geodetic Survey in June 1991..
 GL1290
 GL1290.The geoid height was determined by GEOID03.
 GL1290
 GL1290.The dynamic height is computed by dividing the NAVD 88
 GL1290.geopotential number by the normal gravity value computed on the
 GL1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1290.degrees latitude (g = 980.6199 gals.).
 GL1290
 GL1290.The modeled gravity was interpolated from observed gravity values.
 GL1290
 GL1290;                    North         East    Units  Estimated Accuracy
 GL1290;SPC TX N     - 1,242,560.      109,170.      MT  (+/- 180 meters Scaled)
 GL1290
 GL1290                          SUPERSEDED SURVEY CONTROL
 GL1290
 GL1290.No superseded survey control is available for this station.
 GL1290
 GL1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA239070(NAD 83)
 GL1290_MARKER: I = METAL ROD
 GL1290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GL1290_SP_SET: STAINLESS STEEL ROD
 GL1290_STAMPING: L 1488 1985
 GL1290_MARK LOGO: NGS   
 GL1290_PROJECTION: FLUSH
 GL1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1290_ROD/PIPE-DEPTH: 4.0  meters
 GL1290
 GL1290  HISTORY     - Date     Condition        Report By
 GL1290  HISTORY     - 1985     MONUMENTED       NGS
 GL1290
 GL1290                          STATION DESCRIPTION
 GL1290
 GL1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GL1290'13.5 KM (8.4 MI) NORTH FROM DALHART.
 GL1290'13.5 KM (8.4 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 GL1290'WITH U.S. HIGHWAY 54 IN DALHART, 35.3 M (115.8 FT) NORTH OF THE CENTER
 GL1290'OF A CATTLE GUARD AND DIRT FIELD ROAD LEADING EAST, 22.9 M (75.1 FT)
 GL1290'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 8.3 M (27.2 FT) SOUTH OF A
 GL1290'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 GL1290'LOGO CAP.
 GL1290'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GL1290'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0573 ***********************************************************************
 EN0573  DESIGNATION -  L 1489
 EN0573  PID         -  EN0573
 EN0573  STATE/COUNTY-  TX/CHILDRESS
 EN0573  USGS QUAD   -  KIRKLAND NORTH (1981)
 EN0573
 EN0573                         *CURRENT SURVEY CONTROL
 EN0573  ___________________________________________________________________
 EN0573* NAD 83(1986)-  34 23 04.     (N)    100 04 41.     (W)     SCALED    
 EN0573* NAVD 88     -       522.409  (meters)    1713.94   (feet)  ADJUSTED  
 EN0573  ___________________________________________________________________
 EN0573  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EN0573  DYNAMIC HT  -         521.817 (meters)    1711.99  (feet)  COMP
 EN0573  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 EN0573
 EN0573  VERT ORDER  -  FIRST     CLASS II
 EN0573
 EN0573.The horizontal coordinates were scaled from a topographic map and have
 EN0573.an estimated accuracy of +/- 6 seconds.
 EN0573
 EN0573.The orthometric height was determined by differential leveling
 EN0573.and adjusted by the National Geodetic Survey in June 1991..
 EN0573
 EN0573.The geoid height was determined by GEOID03.
 EN0573
 EN0573.The dynamic height is computed by dividing the NAVD 88
 EN0573.geopotential number by the normal gravity value computed on the
 EN0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0573.degrees latitude (g = 980.6199 gals.).
 EN0573
 EN0573.The modeled gravity was interpolated from observed gravity values.
 EN0573
 EN0573;                    North         East    Units  Estimated Accuracy
 EN0573;SPC TX N     - 1,043,590.      330,780.      MT  (+/- 180 meters Scaled)
 EN0573
 EN0573                          SUPERSEDED SURVEY CONTROL
 EN0573
 EN0573.No superseded survey control is available for this station.
 EN0573
 EN0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMD008053(NAD 83)
 EN0573_MARKER: I = METAL ROD
 EN0573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EN0573_SP_SET: STAINLESS STEEL ROD
 EN0573_STAMPING: L 1489 1984
 EN0573_MARK LOGO: NGS   
 EN0573_PROJECTION: FLUSH
 EN0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EN0573_ROD/PIPE-DEPTH: 6.7  meters
 EN0573
 EN0573  HISTORY     - Date     Condition        Report By
 EN0573  HISTORY     - 1984     MONUMENTED       NGS
 EN0573
 EN0573                          STATION DESCRIPTION
 EN0573
 EN0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 EN0573'14.7 KM (9.15 MI) SE FROM CHILDRESS.
 EN0573'14.7 KM (9.15 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 287 FROM ITS
 EN0573'JUNCTION WITH U.S. HIGHWAY 83 AT CHILDRESS, 1.2 KM (0.75 MI) SOUTHEAST
 EN0573'OF FARM ROAD 2638, 30.3 M (99.4 FT) SOUTHWEST OF THE CENTERLINE OF THE
 EN0573'SOUTHEAST BOUND LANES OF THE HIGHWAY,  9.8 M (32.2 FT) NORTHEAST OF
 EN0573'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD.  AND 9.2 M
 EN0573'(30.2 FT) EAST OF THE NORTH CORNER OF A RAILROAD SIGNAL.  NOTE=ACCESS
 EN0573'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EN0573'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EN0573'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1115 ***********************************************************************
 CS1115  DESIGNATION -  L 149
 CS1115  PID         -  CS1115
 CS1115  STATE/COUNTY-  TX/DALLAS
 CS1115  USGS QUAD   -  GARLAND (1973)
 CS1115
 CS1115                         *CURRENT SURVEY CONTROL
 CS1115  ___________________________________________________________________
 CS1115* NAD 83(1986)-  32 54 01.     (N)    096 42 12.     (W)     SCALED    
 CS1115* NAVD 88     -       187.155  (meters)     614.02   (feet)  ADJUSTED  
 CS1115  ___________________________________________________________________
 CS1115  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CS1115  DYNAMIC HT  -         186.947 (meters)     613.34  (feet)  COMP
 CS1115  MODELED GRAV-     979,518.6   (mgal)                       NAVD 88
 CS1115
 CS1115  VERT ORDER  -  FIRST     CLASS II
 CS1115
 CS1115.The horizontal coordinates were scaled from a topographic map and have
 CS1115.an estimated accuracy of +/- 6 seconds.
 CS1115
 CS1115.The orthometric height was determined by differential leveling
 CS1115.and adjusted by the National Geodetic Survey in June 1991..
 CS1115
 CS1115.The geoid height was determined by GEOID03.
 CS1115
 CS1115.The dynamic height is computed by dividing the NAVD 88
 CS1115.geopotential number by the normal gravity value computed on the
 CS1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1115.degrees latitude (g = 980.6199 gals.).
 CS1115
 CS1115.The modeled gravity was interpolated from observed gravity values.
 CS1115
 CS1115;                    North         East    Units  Estimated Accuracy
 CS1115;SPC TXNC     - 2,138,230.      768,060.      MT  (+/- 180 meters Scaled)
 CS1115
 CS1115                          SUPERSEDED SURVEY CONTROL
 CS1115
 CS1115  NGVD 29 (??/??/92)  187.165  (m)          614.06   (f) ADJ UNCH    1 2
 CS1115
 CS1115.Superseded values are not recommended for survey control.
 CS1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1115.See file dsdata.txt to determine how the superseded data were derived.
 CS1115
 CS1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB148425(NAD 83)
 CS1115_MARKER: DB = BENCH MARK DISK
 CS1115_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CS1115_SP_SET: HEADWALL
 CS1115_STAMPING: L 149 1939
 CS1115_MARK LOGO: CGS   
 CS1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1115+STABILITY: SURFACE MOTION
 CS1115
 CS1115  HISTORY     - Date     Condition        Report By
 CS1115  HISTORY     - 1939     MONUMENTED       CGS
 CS1115  HISTORY     - 1952     GOOD             NGS
 CS1115  HISTORY     - 1985     GOOD             USPSQD
 CS1115  HISTORY     - 1986     GOOD             NGS
 CS1115  HISTORY     - 1987     GOOD             USPSQD
 CS1115  HISTORY     - 19991120 GOOD             USPSQD
 CS1115
 CS1115                          STATION DESCRIPTION
 CS1115
 CS1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CS1115'4.0 MI SW FROM GARLAND.
 CS1115'4.0 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 CS1115'TEXAS FROM THE STATION AT GARLAND, 5 POLES SOUTHWEST OF AN OILED ROAD
 CS1115'CROSSING, 125 FEET SOUTHWEST OF MILEPOST 755, 8 FEET SOUTHEAST OF THE
 CS1115'SOUTHEAST RAIL, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 CS1115'HEADWALL OF A CONCRETE CULVERT.
 CS1115
 CS1115                          STATION RECOVERY (1985)
 CS1115
 CS1115'RECOVERY NOTE BY US POWER SQUADRON 1985
 CS1115'APPROXIMATELY 1000 FEET WEST-SOUTHWEST OF PLANO ROAD ON MKT RAILROAD
 CS1115'SET IN SOUTHWEST END OF SOUTHEAST HEAD WALL OF CONCRETE CULVERT.
 CS1115
 CS1115                          STATION RECOVERY (1986)
 CS1115
 CS1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1115'RECOVERED IN GOOD CONDITION.
 CS1115
 CS1115                          STATION RECOVERY (1987)
 CS1115
 CS1115'RECOVERY NOTE BY US POWER SQUADRON 1987 (RWT)
 CS1115'RECOVERED IN GOOD CONDITION.
 CS1115
 CS1115                          STATION RECOVERY (1999)
 CS1115
 CS1115'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1565 ***********************************************************************
 FL1565  DESIGNATION -  L 1490
 FL1565  PID         -  FL1565
 FL1565  STATE/COUNTY-  TX/DONLEY
 FL1565  USGS QUAD   -  ROACH RANCH (1978)
 FL1565
 FL1565                         *CURRENT SURVEY CONTROL
 FL1565  ___________________________________________________________________
 FL1565* NAD 83(1986)-  35 03 46.     (N)    100 53 35.     (W)     SCALED    
 FL1565* NAVD 88     -       860.047  (meters)    2821.67   (feet)  ADJUSTED  
 FL1565  ___________________________________________________________________
 FL1565  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 FL1565  DYNAMIC HT  -         859.064 (meters)    2818.45  (feet)  COMP
 FL1565  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 FL1565
 FL1565  VERT ORDER  -  FIRST     CLASS II
 FL1565
 FL1565.The horizontal coordinates were scaled from a topographic map and have
 FL1565.an estimated accuracy of +/- 6 seconds.
 FL1565
 FL1565.The orthometric height was determined by differential leveling
 FL1565.and adjusted by the National Geodetic Survey in June 1991..
 FL1565
 FL1565.The geoid height was determined by GEOID03.
 FL1565
 FL1565.The dynamic height is computed by dividing the NAVD 88
 FL1565.geopotential number by the normal gravity value computed on the
 FL1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1565.degrees latitude (g = 980.6199 gals.).
 FL1565
 FL1565.The modeled gravity was interpolated from observed gravity values.
 FL1565
 FL1565;                    North         East    Units  Estimated Accuracy
 FL1565;SPC TX N     - 1,118,070.      255,360.      MT  (+/- 180 meters Scaled)
 FL1565
 FL1565                          SUPERSEDED SURVEY CONTROL
 FL1565
 FL1565.No superseded survey control is available for this station.
 FL1565
 FL1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD273816(NAD 83)
 FL1565_MARKER: I = METAL ROD
 FL1565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FL1565_SP_SET: STAINLESS STEEL ROD
 FL1565_STAMPING: L 1490 1984
 FL1565_MARK LOGO: NGS   
 FL1565_PROJECTION: FLUSH
 FL1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FL1565_ROD/PIPE-DEPTH: 11.3 meters
 FL1565
 FL1565  HISTORY     - Date     Condition        Report By
 FL1565  HISTORY     - 1984     MONUMENTED       NGS
 FL1565
 FL1565                          STATION DESCRIPTION
 FL1565
 FL1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1565'13.5 KM (8.4 MI) NORTH FROM CLARENDON.
 FL1565'13.5 KM (8.4 MI) NORTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION
 FL1565'WITH U.S. HIGHWAY 287 AT THE WEST EDGE OF CLARENDON OR 13.4 KM
 FL1565'(8.3 MI) SOUTHERLY ALONG STATE HIGHWAY 70 FROM ITS JUNCTION WITH
 FL1565'INTERSTATE HIGHWAY 40 AT THE JERICHO EXIT, 34.8 M (114.2 FT) EAST OF
 FL1565'THE CENTERLINE OF THE HIGHWAY, 16.2 M (53.1 FT) EAST OF A UTILITY POLE
 FL1565'AND 10.4 M (34.1 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST.
 FL1565'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FL1565'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 FL1565'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1595 ***********************************************************************
 FL1595  DESIGNATION -  L 1491
 FL1595  PID         -  FL1595
 FL1595  STATE/COUNTY-  TX/CARSON
 FL1595  USGS QUAD   -  WASHBURN (1973)
 FL1595
 FL1595                         *CURRENT SURVEY CONTROL
 FL1595  ___________________________________________________________________
 FL1595* NAD 83(1986)-  35 13 15.     (N)    101 34 54.     (W)     SCALED    
 FL1595* NAVD 88     -      1075.700  (meters)    3529.19   (feet)  ADJUSTED  
 FL1595  ___________________________________________________________________
 FL1595  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 FL1595  DYNAMIC HT  -        1074.419 (meters)    3524.99  (feet)  COMP
 FL1595  MODELED GRAV-     979,407.3   (mgal)                       NAVD 88
 FL1595
 FL1595  VERT ORDER  -  FIRST     CLASS II
 FL1595
 FL1595.The horizontal coordinates were scaled from a topographic map and have
 FL1595.an estimated accuracy of +/- 6 seconds.
 FL1595
 FL1595.The orthometric height was determined by differential leveling
 FL1595.and adjusted by the National Geodetic Survey in June 1991..
 FL1595
 FL1595.The geoid height was determined by GEOID03.
 FL1595
 FL1595.The dynamic height is computed by dividing the NAVD 88
 FL1595.geopotential number by the normal gravity value computed on the
 FL1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1595.degrees latitude (g = 980.6199 gals.).
 FL1595
 FL1595.The modeled gravity was interpolated from observed gravity values.
 FL1595
 FL1595;                    North         East    Units  Estimated Accuracy
 FL1595;SPC TX N     - 1,135,440.      192,570.      MT  (+/- 180 meters Scaled)
 FL1595
 FL1595                          SUPERSEDED SURVEY CONTROL
 FL1595
 FL1595.No superseded survey control is available for this station.
 FL1595
 FL1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE650005(NAD 83)
 FL1595_MARKER: DB = BENCH MARK DISK
 FL1595_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FL1595_SP_SET: PIER
 FL1595_STAMPING: L 1491 1984
 FL1595_MARK LOGO: NGS   
 FL1595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FL1595+STABILITY: POSITION/ELEVATION WELL
 FL1595
 FL1595  HISTORY     - Date     Condition        Report By
 FL1595  HISTORY     - 1984     MONUMENTED       NGS
 FL1595
 FL1595                          STATION DESCRIPTION
 FL1595
 FL1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FL1595'24.4 KM (15.2 MI) EAST FROM AMARILLO.
 FL1595'24.4 KM (15.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FL1595'JUNCTION WITH INTERSTATE HIGHWAY 27 IN AMARILLO, SET VERTICALLY IN
 FL1595'THE NORTH FACE OF THE MOST EASTERLY 1 OF 3 COLUMNS OF THE MOST
 FL1595'NORTHEASTERLY 1 OF 3 PIERS OF THE U.S. HIGHWAY 66 OVERPASS OF THE
 FL1595'HIGHWAY AT EXIT 85, 8.8 M (28.9 FT) NORTH OF THE CENTERLINE OF THE
 FL1595'WEST BOUND LANES OF THE INTERSTATE HIGHWAY, AND 7.8 M (25.6 FT) EAST
 FL1595'OF THE CENTER OF THE OVERPASS.
 FL1595'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0827 ***********************************************************************
 FM0827  DESIGNATION -  L 1492
 FM0827  PID         -  FM0827
 FM0827  STATE/COUNTY-  TX/OLDHAM
 FM0827  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0827
 FM0827                         *CURRENT SURVEY CONTROL
 FM0827  ___________________________________________________________________
 FM0827* NAD 83(1986)-  35 30 14.     (N)    102 15 16.     (W)     SCALED    
 FM0827* NAVD 88     -       972.506  (meters)    3190.63   (feet)  ADJUSTED  
 FM0827  ___________________________________________________________________
 FM0827  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 FM0827  DYNAMIC HT  -         971.375 (meters)    3186.92  (feet)  COMP
 FM0827  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 FM0827
 FM0827  VERT ORDER  -  FIRST     CLASS II
 FM0827
 FM0827.The horizontal coordinates were scaled from a topographic map and have
 FM0827.an estimated accuracy of +/- 6 seconds.
 FM0827
 FM0827.The orthometric height was determined by differential leveling
 FM0827.and adjusted by the National Geodetic Survey in June 1991..
 FM0827
 FM0827.The geoid height was determined by GEOID03.
 FM0827
 FM0827.The dynamic height is computed by dividing the NAVD 88
 FM0827.geopotential number by the normal gravity value computed on the
 FM0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0827.degrees latitude (g = 980.6199 gals.).
 FM0827
 FM0827.The modeled gravity was interpolated from observed gravity values.
 FM0827
 FM0827;                    North         East    Units  Estimated Accuracy
 FM0827;SPC TX N     - 1,167,100.      131,560.      MT  (+/- 180 meters Scaled)
 FM0827
 FM0827                          SUPERSEDED SURVEY CONTROL
 FM0827
 FM0827.No superseded survey control is available for this station.
 FM0827
 FM0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV490323(NAD 83)
 FM0827_MARKER: I = METAL ROD
 FM0827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0827_SP_SET: STAINLESS STEEL ROD
 FM0827_STAMPING: L 1492 1985
 FM0827_MARK LOGO: NGS   
 FM0827_PROJECTION: FLUSH
 FM0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0827_ROD/PIPE-DEPTH: 10.7 meters
 FM0827
 FM0827  HISTORY     - Date     Condition        Report By
 FM0827  HISTORY     - 1985     MONUMENTED       NGS
 FM0827
 FM0827                          STATION DESCRIPTION
 FM0827
 FM0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0827'54.0 KM (33.55 MI) NW FROM AMARILLO.
 FM0827'54.0 KM (33.55 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0827'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, 33.5 M (119.9 FT) EAST OF
 FM0827'THE CENTERLINE OF U.S. HIGHWAY 385, 27.3 M (89.6 FT) SOUTH OF THE
 FM0827'CENTER OF THE EAST BOUND LANES OF THE RANCH ROAD, 17.1 M (56.1 FT)
 FM0827'NORTHEAST OF A FENCE CORNER, A 14.6 M (47.9 FT) SOUTHWEST OF A FENCE
 FM0827'CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0827'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 FM0827'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0830 ***********************************************************************
 FM0830  DESIGNATION -  L 1493
 FM0830  PID         -  FM0830
 FM0830  STATE/COUNTY-  TX/OLDHAM
 FM0830  USGS QUAD   -  BOYS RANCH WEST (1971)
 FM0830
 FM0830                         *CURRENT SURVEY CONTROL
 FM0830  ___________________________________________________________________
 FM0830* NAD 83(1986)-  35 32 32.     (N)    102 16 03.     (W)     SCALED    
 FM0830* NAVD 88     -      1013.095  (meters)    3323.80   (feet)  ADJUSTED  
 FM0830  ___________________________________________________________________
 FM0830  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 FM0830  DYNAMIC HT  -        1011.917 (meters)    3319.93  (feet)  COMP
 FM0830  MODELED GRAV-     979,436.7   (mgal)                       NAVD 88
 FM0830
 FM0830  VERT ORDER  -  FIRST     CLASS II
 FM0830
 FM0830.The horizontal coordinates were scaled from a topographic map and have
 FM0830.an estimated accuracy of +/- 6 seconds.
 FM0830
 FM0830.The orthometric height was determined by differential leveling
 FM0830.and adjusted by the National Geodetic Survey in June 1991..
 FM0830
 FM0830.The geoid height was determined by GEOID03.
 FM0830
 FM0830.The dynamic height is computed by dividing the NAVD 88
 FM0830.geopotential number by the normal gravity value computed on the
 FM0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0830.degrees latitude (g = 980.6199 gals.).
 FM0830
 FM0830.The modeled gravity was interpolated from observed gravity values.
 FM0830
 FM0830;                    North         East    Units  Estimated Accuracy
 FM0830;SPC TX N     - 1,171,360.      130,410.      MT  (+/- 180 meters Scaled)
 FM0830
 FM0830                          SUPERSEDED SURVEY CONTROL
 FM0830
 FM0830.No superseded survey control is available for this station.
 FM0830
 FM0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV477366(NAD 83)
 FM0830_MARKER: I = METAL ROD
 FM0830_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0830_SP_SET: STAINLESS STEEL ROD
 FM0830_STAMPING: L 1493 1985
 FM0830_MARK LOGO: NGS   
 FM0830_PROJECTION: FLUSH
 FM0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0830_ROD/PIPE-DEPTH: 14.3 meters
 FM0830
 FM0830  HISTORY     - Date     Condition        Report By
 FM0830  HISTORY     - 1985     MONUMENTED       NGS
 FM0830
 FM0830                          STATION DESCRIPTION
 FM0830
 FM0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0830'58.4 KM (36.3 MI) NW FROM AMARILLO.
 FM0830'54.0 KM (33.5 MI) NORTHWESTERLY ALONG RANCH ROAD 1061 FROM ITS
 FM0830'JUNCTION WITH U.S. HIGHWAY 66 IN AMARILLO, THENCE 4.4 KM (2.25 MI)
 FM0830'NORTHERLY ALONG U.S. HIGHWAY 385, 0.8 KM (0.5 MI) NORTH OF THE
 FM0830'INTERSECTION OF SPUR 223 LEADING TO BOYS RANCH, 16.2 M (63.1 FT) EAST
 FM0830'OF THE CENTER OF THE ROAD 7.3 M (24.0 FT) NORTH OF THE CENTER OF A
 FM0830'DIRT ROAD LEADING EAST TO BIVINS RANCH, AND 2.1 M (6.9 FT) WEST OF A
 FM0830'METAL FENCE CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 FM0830'5-INCH LOGO CAP.
 FM0830'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FM0830'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0837 ***********************************************************************
 FM0837  DESIGNATION -  L 1494
 FM0837  PID         -  FM0837
 FM0837  STATE/COUNTY-  TX/HARTLEY
 FM0837  USGS QUAD   -  CHANNING (1971)
 FM0837
 FM0837                         *CURRENT SURVEY CONTROL
 FM0837  ___________________________________________________________________
 FM0837* NAD 83(1986)-  35 37 59.     (N)    102 18 40.     (W)     SCALED    
 FM0837* NAVD 88     -      1078.188  (meters)    3537.36   (feet)  ADJUSTED  
 FM0837  ___________________________________________________________________
 FM0837  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 FM0837  DYNAMIC HT  -        1076.925 (meters)    3533.21  (feet)  COMP
 FM0837  MODELED GRAV-     979,425.3   (mgal)                       NAVD 88
 FM0837
 FM0837  VERT ORDER  -  FIRST     CLASS II
 FM0837
 FM0837.The horizontal coordinates were scaled from a topographic map and have
 FM0837.an estimated accuracy of +/- 6 seconds.
 FM0837
 FM0837.The orthometric height was determined by differential leveling
 FM0837.and adjusted by the National Geodetic Survey in June 1991..
 FM0837
 FM0837.The geoid height was determined by GEOID03.
 FM0837
 FM0837.The dynamic height is computed by dividing the NAVD 88
 FM0837.geopotential number by the normal gravity value computed on the
 FM0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0837.degrees latitude (g = 980.6199 gals.).
 FM0837
 FM0837.The modeled gravity was interpolated from observed gravity values.
 FM0837
 FM0837;                    North         East    Units  Estimated Accuracy
 FM0837;SPC TX N     - 1,181,470.      126,540.      MT  (+/- 180 meters Scaled)
 FM0837
 FM0837                          SUPERSEDED SURVEY CONTROL
 FM0837
 FM0837.No superseded survey control is available for this station.
 FM0837
 FM0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV434465(NAD 83)
 FM0837_MARKER: I = METAL ROD
 FM0837_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM0837_SP_SET: STAINLESS STEEL ROD
 FM0837_STAMPING: L 1494 1985
 FM0837_MARK LOGO: NGS   
 FM0837_PROJECTION: FLUSH
 FM0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0837_ROD/PIPE-DEPTH: 4.3  meters
 FM0837
 FM0837  HISTORY     - Date     Condition        Report By
 FM0837  HISTORY     - 1985     MONUMENTED       NGS
 FM0837
 FM0837                          STATION DESCRIPTION
 FM0837
 FM0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 FM0837'53.7 KM (33.35 MI) SOUT FROM DALHART.
 FM0837'53.7 KM (33.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM ITS JUNCTION
 FM0837'WITH U.S. HIGHWAY 54 IN DALHART, 0.8 KM (0.5 MI) NORTH OF THE OLDHAM
 FM0837'AND HARTLEY COUNTY LINE, 92.6 M (303.8 FT) SOUTHEAST OF THE SOUTHEAST
 FM0837'CORNER OF A HIGHWAY BRIDGE OVER MIDDLE CHEYENNE CREEK, 18.5 M (60.7
 FM0837'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 7.2 M (23.6 FT)
 FM0837'SOUTHEAST OF UTILITY POLE NUMBER T9 128.  NOTE--ACCESS TO DATUM POINT
 FM0837'IS HAD THROUGH A 5-INCH LOGO CAP.
 FM0837'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 FM0837'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1005 ***********************************************************************
 DN1005  DESIGNATION -  L 1495
 DN1005  PID         -  DN1005
 DN1005  STATE/COUNTY-  TX/HUNT
 DN1005  USGS QUAD   -  CELESTE (1964)
 DN1005
 DN1005                         *CURRENT SURVEY CONTROL
 DN1005  ___________________________________________________________________
 DN1005* NAD 83(1986)-  33 17 39.     (N)    096 11 36.     (W)     SCALED    
 DN1005* NAVD 88     -       202.770  (meters)     665.25   (feet)  ADJUSTED  
 DN1005  ___________________________________________________________________
 DN1005  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DN1005  DYNAMIC HT  -         202.552 (meters)     664.54  (feet)  COMP
 DN1005  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 DN1005
 DN1005  VERT ORDER  -  FIRST     CLASS II
 DN1005
 DN1005.The horizontal coordinates were scaled from a topographic map and have
 DN1005.an estimated accuracy of +/- 6 seconds.
 DN1005
 DN1005.The orthometric height was determined by differential leveling
 DN1005.and adjusted by the National Geodetic Survey in June 1991..
 DN1005
 DN1005.The geoid height was determined by GEOID03.
 DN1005
 DN1005.The dynamic height is computed by dividing the NAVD 88
 DN1005.geopotential number by the normal gravity value computed on the
 DN1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1005.degrees latitude (g = 980.6199 gals.).
 DN1005
 DN1005.The modeled gravity was interpolated from observed gravity values.
 DN1005
 DN1005;                    North         East    Units  Estimated Accuracy
 DN1005;SPC TXNC     - 2,182,830.      814,810.      MT  (+/- 180 meters Scaled)
 DN1005
 DN1005                          SUPERSEDED SURVEY CONTROL
 DN1005
 DN1005.No superseded survey control is available for this station.
 DN1005
 DN1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB613874(NAD 83)
 DN1005_MARKER: I = METAL ROD
 DN1005_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN1005_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DN1005_STAMPING: L 1495 1986
 DN1005_MARK LOGO: NGS   
 DN1005_PROJECTION: FLUSH
 DN1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN1005+STABILITY: POSITION/ELEVATION WELL
 DN1005_ROD/PIPE-DEPTH: 14.3 meters
 DN1005_SLEEVE-DEPTH  : 12.2 meters
 DN1005
 DN1005  HISTORY     - Date     Condition        Report By
 DN1005  HISTORY     - 1986     MONUMENTED       NGS
 DN1005  HISTORY     - 19940416 MARK NOT FOUND   USPSQD
 DN1005
 DN1005                          STATION DESCRIPTION
 DN1005
 DN1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1005'IN CELESTE.
 DN1005'IN CELESTE, AT THE INTERSECTION OF U.S. HIGHWAY 69 AND THE SANTA FE
 DN1005'RAILROAD, 26.1 M (85.6 FT) SOUTHWEST OF THE NEAR RAIL OF THE MISSOURI
 DN1005'KANSAS PACIFIC RAILROAD, 19.2 M (63.0 FT) NORTH-NORTHEAST OF THE
 DN1005'CENTERLINE OF THE HIGHWAY, 13.4 M (44.0 FT) NORTHWEST OF THE NEAR
 DN1005'RAIL, AND 1.3 M (4.3 FT) NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO
 DN1005'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1005'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST
 DN1005'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DN1005
 DN1005                          STATION RECOVERY (1994)
 DN1005
 DN1005'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2551 ***********************************************************************
 CS2551  DESIGNATION -  L 1496
 CS2551  PID         -  CS2551
 CS2551  STATE/COUNTY-  TX/DALLAS
 CS2551  USGS QUAD   -  ARLINGTON (1981)
 CS2551
 CS2551                         *CURRENT SURVEY CONTROL
 CS2551  ___________________________________________________________________
 CS2551* NAD 83(1986)-  32 44 21.     (N)    097 01 57.     (W)     SCALED    
 CS2551* NAVD 88     -       167.979  (meters)     551.11   (feet)  ADJUSTED  
 CS2551  ___________________________________________________________________
 CS2551  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CS2551  DYNAMIC HT  -         167.785 (meters)     550.47  (feet)  COMP
 CS2551  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 CS2551
 CS2551  VERT ORDER  -  FIRST     CLASS II
 CS2551
 CS2551.The horizontal coordinates were scaled from a topographic map and have
 CS2551.an estimated accuracy of +/- 6 seconds.
 CS2551
 CS2551.The orthometric height was determined by differential leveling
 CS2551.and adjusted by the National Geodetic Survey in June 1991..
 CS2551
 CS2551.The geoid height was determined by GEOID03.
 CS2551
 CS2551.The dynamic height is computed by dividing the NAVD 88
 CS2551.geopotential number by the normal gravity value computed on the
 CS2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2551.degrees latitude (g = 980.6199 gals.).
 CS2551
 CS2551.The modeled gravity was interpolated from observed gravity values.
 CS2551
 CS2551;                    North         East    Units  Estimated Accuracy
 CS2551;SPC TXNC     - 2,119,890.      737,530.      MT  (+/- 180 meters Scaled)
 CS2551
 CS2551                          SUPERSEDED SURVEY CONTROL
 CS2551
 CS2551.No superseded survey control is available for this station.
 CS2551
 CS2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB843240(NAD 83)
 CS2551_MARKER: I = METAL ROD
 CS2551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2551_SP_SET: STAINLESS STEEL ROD
 CS2551_STAMPING: L 1496 1986
 CS2551_MARK LOGO: NGS   
 CS2551_PROJECTION: FLUSH
 CS2551_MAGNETIC: I = MARKER IS A STEEL ROD
 CS2551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2551+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1994
 CS2551_ROD/PIPE-DEPTH: 7.1  meters
 CS2551
 CS2551  HISTORY     - Date     Condition        Report By
 CS2551  HISTORY     - 1986     MONUMENTED       NGS
 CS2551  HISTORY     - 19941003 GOOD             NGS
 CS2551  HISTORY     - 20020217 GOOD             GEOCAC
 CS2551
 CS2551                          STATION DESCRIPTION
 CS2551
 CS2551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2551'IN GRAND PRAIRIE.
 CS2551'IN GRAND PRAIRIE, AT THE INTERSECTION OF JEFFERSON AND SOUTHWEST 21ST
 CS2551'STREETS, 17.8 M (58.4 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING
 CS2551'SOUTH, 10.7 M (35.1 FT) NORTH OF THE NORTHWEST CORNER OF THE TRIM
 CS2551'DISCOUNT AUTO SALES OFFICE, 10.1 M (33.1 FT) SOUTH OF THE CENTER OF
 CS2551'THE EAST BOUND LANES OF JEFFERSON STREET, 6.1 M (20.0 FT) EAST OF THE
 CS2551'CENTER OF 21ST STREET, AND 0.9 M (3.0 FT) EAST OF A UTILITY POLE.
 CS2551'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2551'THE MARK IS 0.3 M ABOVE JEFFERSON STREET.
 CS2551
 CS2551                          STATION RECOVERY (1994)
 CS2551
 CS2551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 CS2551'IN GRAND PRAIRIE, AT THE INTERSECTION OF WEST JEFFERSON AND SOUTHWEST
 CS2551'21ST STREETS, 10.5 M (34.4 FT) NORTH OF THE NORTHWEST CORNER OF A
 CS2551'BUILDING, 10.1 M (33.1 FT) EAST OF THE CENTER OF SOUTHWEST 21ST
 CS2551'STREET, 6.1 M (20.0 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF
 CS2551'WEST JEFFERSON STREET, 2.4 M (7.9 FT) NORTH-NORTHEAST OF A CHAIN-LINK
 CS2551'FENCE CORNER, 0.8 M (2.6 FT) EAST OF A UTILITY POLE WITH A
 CS2551'TRANSFORMER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREETS.
 CS2551'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CS2551
 CS2551                          STATION RECOVERY (2002)
 CS2551
 CS2551'RECOVERY NOTE BY GEOCACHING 2002
 CS2551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN1002 ***********************************************************************
 DN1002  DESIGNATION -  L 1497
 DN1002  PID         -  DN1002
 DN1002  STATE/COUNTY-  TX/FANNIN
 DN1002  USGS QUAD   -  CELESTE (1964)
 DN1002
 DN1002                         *CURRENT SURVEY CONTROL
 DN1002  ___________________________________________________________________
 DN1002* NAD 83(1986)-  33 22 08.     (N)    096 14 17.     (W)     SCALED    
 DN1002* NAVD 88     -       211.508  (meters)     693.92   (feet)  ADJUSTED  
 DN1002  ___________________________________________________________________
 DN1002  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 DN1002  DYNAMIC HT  -         211.282 (meters)     693.18  (feet)  COMP
 DN1002  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 DN1002
 DN1002  VERT ORDER  -  FIRST     CLASS II
 DN1002
 DN1002.The horizontal coordinates were scaled from a topographic map and have
 DN1002.an estimated accuracy of +/- 6 seconds.
 DN1002
 DN1002.The orthometric height was determined by differential leveling
 DN1002.and adjusted by the National Geodetic Survey in June 1991..
 DN1002
 DN1002.The geoid height was determined by GEOID03.
 DN1002
 DN1002.The dynamic height is computed by dividing the NAVD 88
 DN1002.geopotential number by the normal gravity value computed on the
 DN1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1002.degrees latitude (g = 980.6199 gals.).
 DN1002
 DN1002.The modeled gravity was interpolated from observed gravity values.
 DN1002
 DN1002;                    North         East    Units  Estimated Accuracy
 DN1002;SPC TXNC     - 2,191,030.      810,460.      MT  (+/- 180 meters Scaled)
 DN1002
 DN1002                          SUPERSEDED SURVEY CONTROL
 DN1002
 DN1002.No superseded survey control is available for this station.
 DN1002
 DN1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB569955(NAD 83)
 DN1002_MARKER: I = METAL ROD
 DN1002_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN1002_SP_SET: STAINLESS STEEL ROD
 DN1002_STAMPING: L 1497 1986
 DN1002_MARK LOGO: NGS   
 DN1002_PROJECTION: FLUSH
 DN1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1002+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DN1002_ROD/PIPE-DEPTH: 4.9  meters
 DN1002
 DN1002  HISTORY     - Date     Condition        Report By
 DN1002  HISTORY     - 1986     MONUMENTED       NGS
 DN1002  HISTORY     - 19940404 GOOD             USPSQD
 DN1002  HISTORY     - 20021015 GOOD             INDIV
 DN1002
 DN1002                          STATION DESCRIPTION
 DN1002
 DN1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN1002'30.0 KM (18.65 MI) NW FROM GREENVILLE.
 DN1002'30.0 KM (18.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 69 FROM THE
 DN1002'COURTHOUSE IN GREENVILLE, 48.5 M (159.1 FT) WEST OF THE CENTERLINE OF
 DN1002'THE HIGHWAY, 24.5 M (80.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DN1002'SEWAGE DISPOSAL CONCRETE BUILDING, 18.0 M (59.1 FT) SOUTHWEST OF THE
 DN1002'NEAR RAIL OF THE MISSOURI KANSAS TEXAS RAILROAD, AND 6.1 M (20.0 FT)
 DN1002'NORTH OF THE CENTER OF A GRAVELED ROAD LEADING SOUTHWEST.
 DN1002'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN1002'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 DN1002'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 DN1002
 DN1002                          STATION RECOVERY (1994)
 DN1002
 DN1002'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN1002'RECOVERED IN GOOD CONDITION.
 DN1002
 DN1002                          STATION RECOVERY (2002)
 DN1002
 DN1002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SIM)
 DN1002'RECOVERED IN AS DESCRIBED IN 1986 NGS SURVEY.  TOP HAS BEEN DAMAGED
 DN1002'AND LOGO CAP MISSING, BUT TUBE AND ROD IN PLACE.  AVERAGED GPS
 DN1002'COORDINATES ( N 33 22.147 / W 096 14.290 ) HDDD MM.MMM' FORMAT.
 DN1002'SUBMITTED BY DAWGIES OF GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2513 ***********************************************************************
 CS2513  DESIGNATION -  L 1498
 CS2513  PID         -  CS2513
 CS2513  STATE/COUNTY-  TX/ROCKWALL
 CS2513  USGS QUAD   -  ROCKWALL (1973)
 CS2513
 CS2513                         *CURRENT SURVEY CONTROL
 CS2513  ___________________________________________________________________
 CS2513* NAD 83(1986)-  32 56 11.     (N)    096 26 38.     (W)     SCALED    
 CS2513* NAVD 88     -       154.327  (meters)     506.32   (feet)  ADJUSTED  
 CS2513  ___________________________________________________________________
 CS2513  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CS2513  DYNAMIC HT  -         154.159 (meters)     505.77  (feet)  COMP
 CS2513  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 CS2513
 CS2513  VERT ORDER  -  FIRST     CLASS II
 CS2513
 CS2513.The horizontal coordinates were scaled from a topographic map and have
 CS2513.an estimated accuracy of +/- 6 seconds.
 CS2513
 CS2513.The orthometric height was determined by differential leveling
 CS2513.and adjusted by the National Geodetic Survey in June 1991..
 CS2513
 CS2513.The geoid height was determined by GEOID03.
 CS2513
 CS2513.The dynamic height is computed by dividing the NAVD 88
 CS2513.geopotential number by the normal gravity value computed on the
 CS2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2513.degrees latitude (g = 980.6199 gals.).
 CS2513
 CS2513.The modeled gravity was interpolated from observed gravity values.
 CS2513
 CS2513;                    North         East    Units  Estimated Accuracy
 CS2513;SPC TXNC     - 2,142,680.      792,250.      MT  (+/- 180 meters Scaled)
 CS2513
 CS2513                          SUPERSEDED SURVEY CONTROL
 CS2513
 CS2513.No superseded survey control is available for this station.
 CS2513
 CS2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB389471(NAD 83)
 CS2513_MARKER: I = METAL ROD
 CS2513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CS2513_SP_SET: STAINLESS STEEL ROD
 CS2513_STAMPING: L 1498 1986
 CS2513_MARK LOGO: NGS   
 CS2513_PROJECTION: FLUSH
 CS2513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS2513+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 CS2513_ROD/PIPE-DEPTH: 3.1  meters
 CS2513
 CS2513  HISTORY     - Date     Condition        Report By
 CS2513  HISTORY     - 1986     MONUMENTED       NGS
 CS2513  HISTORY     - 20030914 GOOD             GEOCAC
 CS2513  HISTORY     - 20051031 GOOD             BOHAN
 CS2513
 CS2513                          STATION DESCRIPTION
 CS2513
 CS2513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CS2513'1.9 KM (1.2 MI) NE FROM ROCKWALL.
 CS2513'1.9 KM (1.2 MI) NORTHEASTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION
 CS2513'WITH STATE HIGHWAY 205 IN ROCKWALL, 23.5 M (77.1 FT) WEST OF THE
 CS2513'CENTER OF FARM ROAD 1141, 19.5 M (64.0 FT) EAST OF UTILITY POLE NUMBER
 CS2513'2324 463 0254, 9.6 M (31.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CS2513'AND 3.7 M (12.1 FT) WEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 CS2513'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CS2513'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CS2513'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CS2513
 CS2513                          STATION RECOVERY (2003)
 CS2513
 CS2513'RECOVERY NOTE BY GEOCACHING 2003 (GOE)
 CS2513'RECOVERED IN GOOD CONDITION.
 CS2513
 CS2513                          STATION RECOVERY (2005)
 CS2513
 CS2513'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 CS2513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5610 ***********************************************************************
 AW5610  DESIGNATION -  L 1499
 AW5610  PID         -  AW5610
 AW5610  STATE/COUNTY-  TX/HARRIS
 AW5610  USGS QUAD   -  SETTEGAST (1995)
 AW5610
 AW5610                         *CURRENT SURVEY CONTROL
 AW5610  ___________________________________________________________________
 AW5610* NAD 83(1986)-  29 45 56.     (N)    095 22 02.     (W)     SCALED    
 AW5610* NAVD 88     -        12.971  (meters)      42.56   (feet)  ADJUSTED  
 AW5610  ___________________________________________________________________
 AW5610  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW5610  DYNAMIC HT  -          12.953 (meters)      42.50  (feet)  COMP
 AW5610  MODELED GRAV-     979,285.4   (mgal)                       NAVD 88
 AW5610
 AW5610  VERT ORDER  -  FIRST     CLASS II
 AW5610
 AW5610.The horizontal coordinates were scaled from a topographic map and have
 AW5610.an estimated accuracy of +/- 6 seconds.
 AW5610
 AW5610.The orthometric height was determined by differential leveling
 AW5610.and adjusted by the National Geodetic Survey in July 2002..
 AW5610
 AW5610.The geoid height was determined by GEOID03.
 AW5610
 AW5610.The dynamic height is computed by dividing the NAVD 88
 AW5610.geopotential number by the normal gravity value computed on the
 AW5610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5610.degrees latitude (g = 980.6199 gals.).
 AW5610
 AW5610.The modeled gravity was interpolated from observed gravity values.
 AW5610
 AW5610;                    North         East    Units  Estimated Accuracy
 AW5610;SPC TXSC     - 4,219,600.      951,240.      MT  (+/- 180 meters Scaled)
 AW5610
 AW5610                          SUPERSEDED SURVEY CONTROL
 AW5610
 AW5610  NAVD 88 (06/15/91)   13.040  (m)           42.78   (f) UNKNOWN     1 2
 AW5610  NGVD 29 (12/23/87)   13.037  (m)           42.77   (f) ADJUSTED    1 2
 AW5610
 AW5610.Superseded values are not recommended for survey control.
 AW5610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5610.See file dsdata.txt to determine how the superseded data were derived.
 AW5610
 AW5610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN711951(NAD 83)
 AW5610_MARKER: DV = VERTICAL CONTROL DISK
 AW5610_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AW5610_SP_SET: PIER
 AW5610_STAMPING: L 1499 1986
 AW5610_MARK LOGO: NGS   
 AW5610_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW5610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AW5610+STABILITY: POSITION/ELEVATION WELL
 AW5610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW5610+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 AW5610
 AW5610  HISTORY     - Date     Condition        Report By
 AW5610  HISTORY     - 1986     MONUMENTED       NGS
 AW5610  HISTORY     - 19960206 GOOD             NGS
 AW5610  HISTORY     - 19960921 GOOD             USPSQD
 AW5610  HISTORY     - 20040517 GOOD             USPSQD
 AW5610  HISTORY     - 20051031 GOOD             BOHAN
 AW5610
 AW5610                          STATION DESCRIPTION
 AW5610
 AW5610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5610'IN HOUSTON.
 AW5610'IN HOUSTON, AT THE INTERSECTION OF FRANKLIN AND MEEK STREETS, SET
 AW5610'VERTICALLY IN THE WEST FACE OF THE CENTER COLUMN OF THE FIRST PIER
 AW5610'NORTH OF THE SOUTH BOUND INTERSTATE HIGHWAY 45 OVERPASS OF FRANKLIN
 AW5610'STREET, 9.0 M (29.5 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 AW5610'LANES OF FRANKLIN STREET, AND 4.1 M (13.5 FT) EAST OF THE CENTER OF
 AW5610'THE NORTH BOUND LANE OF MEEK STREET.
 AW5610'THE MARK IS 1.4 M ABOVE MEEK STREET.
 AW5610
 AW5610                          STATION RECOVERY (1996)
 AW5610
 AW5610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW5610'IN HOUSTON, AT THE INTERSECTION OF FRANKLIN AND MEEK STREETS, SET
 AW5610'VERTICALLY IN THE WEST FACE OF THE CENTER 1 OF 3 CONCRETE COLUMNS OF
 AW5610'THE 1ST PIER NORTH OF FRANKLIN STREET OF THE SOUTHBOUND STATE HIGHWAY
 AW5610'45 OVERPASS OF THE STREET, 9.0 M (29.5 FT) NORTH OF THE CENTERLINE OF
 AW5610'THE WESTBOUND LANES OF FRANKLIN STREET, 4.2 M (13.8 FT) EAST OF THE
 AW5610'CENTER OF NORTHBOUND LANES OF MEEK STREET, AND 1.4 M (4.6 FT) ABOVE
 AW5610'THE LEVEL OF THE STREETS.
 AW5610
 AW5610                          STATION RECOVERY (1996)
 AW5610
 AW5610'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW5610'RECOVERED IN GOOD CONDITION.
 AW5610
 AW5610                          STATION RECOVERY (2004)
 AW5610
 AW5610'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5610'RECOVERED IN GOOD CONDITION.
 AW5610
 AW5610                          STATION RECOVERY (2005)
 AW5610
 AW5610'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 AW5610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0212 ***********************************************************************
 CC0212  DESIGNATION -  L 15
 CC0212  PID         -  CC0212
 CC0212  STATE/COUNTY-  TX/ECTOR
 CC0212  USGS QUAD   -  METZ (1981)
 CC0212
 CC0212                         *CURRENT SURVEY CONTROL
 CC0212  ___________________________________________________________________
 CC0212* NAD 83(1986)-  31 40 42.     (N)    102 42 00.     (W)     SCALED    
 CC0212* NAVD 88     -       884.199  (meters)    2900.91   (feet)  ADJUSTED  
 CC0212  ___________________________________________________________________
 CC0212  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CC0212  DYNAMIC HT  -         882.968 (meters)    2896.87  (feet)  COMP
 CC0212  MODELED GRAV-     979,216.4   (mgal)                       NAVD 88
 CC0212
 CC0212  VERT ORDER  -  FIRST     CLASS II
 CC0212
 CC0212.The horizontal coordinates were scaled from a topographic map and have
 CC0212.an estimated accuracy of +/- 6 seconds.
 CC0212
 CC0212.The orthometric height was determined by differential leveling
 CC0212.and adjusted by the National Geodetic Survey in June 1991..
 CC0212
 CC0212.The geoid height was determined by GEOID03.
 CC0212
 CC0212.The dynamic height is computed by dividing the NAVD 88
 CC0212.geopotential number by the normal gravity value computed on the
 CC0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0212.degrees latitude (g = 980.6199 gals.).
 CC0212
 CC0212.The modeled gravity was interpolated from observed gravity values.
 CC0212
 CC0212;                    North         East    Units  Estimated Accuracy
 CC0212;SPC TX C     - 3,225,400.      475,620.      MT  (+/- 180 meters Scaled)
 CC0212
 CC0212                          SUPERSEDED SURVEY CONTROL
 CC0212
 CC0212  NGVD 29 (??/??/92)  883.846  (m)         2899.75   (f) ADJ UNCH    1 2
 CC0212
 CC0212.Superseded values are not recommended for survey control.
 CC0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0212.See file dsdata.txt to determine how the superseded data were derived.
 CC0212
 CC0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR180070(NAD 83)
 CC0212_MARKER: P = PIPE CAP
 CC0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0212_STAMPING: L 15 ELEV 2899.751 FT
 CC0212_MARK LOGO: CGS   
 CC0212_PROJECTION: PROJECTING 50 CENTIMETERS
 CC0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0212
 CC0212  HISTORY     - Date     Condition        Report By
 CC0212  HISTORY     - UNK      MONUMENTED       CGS
 CC0212  HISTORY     - 1956     GOOD             NGS
 CC0212  HISTORY     - 1982     GOOD             NGS
 CC0212
 CC0212                          STATION DESCRIPTION
 CC0212
 CC0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0212'12.9 MI NE FROM MONAHANS.
 CC0212'12.9 MILES NORTHEAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0212'STATION AT MONAHANS, 40.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 14.7
 CC0212'FEET NORTHEAST OF THE 17TH POLE SOUTHWEST OF MILEPOST 596, 82 FEET
 CC0212'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST TRAFFIC LANE OF U.S.
 CC0212'HIGHWAY 80, 10 1/2 RAILS NORTHEAST OF A ROAD CROSSING, 2.6 FEET
 CC0212'SOUTHWEST OF A WITNESS POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON
 CC0212'PIPE WHICH PROJECTS 1.3 FEET ABOVE THE GROUND.
 CC0212
 CC0212                          STATION RECOVERY (1982)
 CC0212
 CC0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CC0212'20.8 KM (12.95 MI) NORTHEASTERLY ALONG THE TEXAS AND PACIFIC RAILROAD
 CC0212'FROM ITS JUNCTION WITH STATE HIGHWAY 18 IN MONAHANS, 0.8 KM (0.5 MI)
 CC0212'EAST OF MILEPOST 597, 26.9 METERS (88.3 FT) NORTHWEST OF THE CENTER OF
 CC0212'A PAVED ROAD AND 12.3 METERS (40.4 FT) SOUTHEAST OF THE NEAR RAIL.
 CC0212'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CC0212'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0942 ***********************************************************************
 CS0942  DESIGNATION -  L 150
 CS0942  PID         -  CS0942
 CS0942  STATE/COUNTY-  TX/NAVARRO
 CS0942  USGS QUAD   -  CORBET (1978)
 CS0942
 CS0942                         *CURRENT SURVEY CONTROL
 CS0942  ___________________________________________________________________
 CS0942* NAD 83(1986)-  32 00 30.     (N)    096 32 11.     (W)     SCALED    
 CS0942* NAVD 88     -       121.675  (meters)     399.20   (feet)  ADJUSTED  
 CS0942  ___________________________________________________________________
 CS0942  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0942  DYNAMIC HT  -         121.533 (meters)     398.73  (feet)  COMP
 CS0942  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 CS0942
 CS0942  VERT ORDER  -  SECOND    CLASS 0
 CS0942
 CS0942.The horizontal coordinates were scaled from a topographic map and have
 CS0942.an estimated accuracy of +/- 6 seconds.
 CS0942
 CS0942.The orthometric height was determined by differential leveling
 CS0942.and adjusted by the National Geodetic Survey in June 1991..
 CS0942.WARNING-Repeat measurements at this control monument indicate possible
 CS0942.vertical movement.
 CS0942
 CS0942.The geoid height was determined by GEOID03.
 CS0942
 CS0942.The dynamic height is computed by dividing the NAVD 88
 CS0942.geopotential number by the normal gravity value computed on the
 CS0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0942.degrees latitude (g = 980.6199 gals.).
 CS0942
 CS0942.The modeled gravity was interpolated from observed gravity values.
 CS0942
 CS0942;                    North         East    Units  Estimated Accuracy
 CS0942;SPC TXNC     - 2,039,620.      785,530.      MT  (+/- 180 meters Scaled)
 CS0942
 CS0942                          SUPERSEDED SURVEY CONTROL
 CS0942
 CS0942  NGVD 29 (??/??/92)  121.664  (m)          399.16   (f) ADJ UNCH    2 0
 CS0942
 CS0942.Superseded values are not recommended for survey control.
 CS0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0942.See file dsdata.txt to determine how the superseded data were derived.
 CS0942
 CS0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA327440(NAD 83)
 CS0942_MARKER: DB = BENCH MARK DISK
 CS0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0942_SP_SET: CONCRETE MASS
 CS0942_STAMPING: L 150 1933
 CS0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS0942+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 CS0942
 CS0942  HISTORY     - Date     Condition        Report By
 CS0942  HISTORY     - 1933     MONUMENTED       CGS
 CS0942  HISTORY     - 1948     GOOD             NGS
 CS0942  HISTORY     - 20020824 GOOD             USPSQD
 CS0942
 CS0942                          STATION DESCRIPTION
 CS0942
 CS0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CS0942'7.4 MI SW FROM CORSICANA.
 CS0942'7.4 MILES SOUTHWEST OF, ALONG ST.L.S.W.RY. AT CORBET SIDING, 0.1 MILES
 CS0942'NORTHEAST OF STATION, IN REAR OF MODEL COTTON GIN, IN WEST FACE OF
 CS0942'SOUTHWESTERLY CONCRETE PEDESTAL OF WATER TOWER, 110 FEET NORTHWEST OF
 CS0942'RAILROAD CENTER-LINE.  TABLET CEMENTED IN VERTICAL FACE OF CONCRETE.
 CS0942
 CS0942                          STATION RECOVERY (1948)
 CS0942
 CS0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 CS0942'RECOVERED IN GOOD CONDITION.
 CS0942
 CS0942                          STATION RECOVERY (2002)
 CS0942
 CS0942'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 CS0942'RAILROAD TRACKS HAVE BEEN REMOVED AND COTTON GIN IS NO LONGER THERE
 CS0942'BUT THE WATER TOWER STILL STANDS AND IS VERY PROMINENT IN THE AREA.
 CS0942'DISC IS IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5512 ***********************************************************************
 AW5512  DESIGNATION -  L 1500
 AW5512  PID         -  AW5512
 AW5512  STATE/COUNTY-  TX/HARRIS
 AW5512  USGS QUAD   -  SATSUMA (1982)
 AW5512
 AW5512                         *CURRENT SURVEY CONTROL
 AW5512  ___________________________________________________________________
 AW5512* NAD 83(1986)-  29 57 32.     (N)    095 33 03.     (W)     SCALED    
 AW5512* NAVD 88     -        37.482  (meters)     122.97   (feet)  ADJUSTED  
 AW5512  ___________________________________________________________________
 AW5512  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AW5512  DYNAMIC HT  -          37.431 (meters)     122.80  (feet)  COMP
 AW5512  MODELED GRAV-     979,292.0   (mgal)                       NAVD 88
 AW5512
 AW5512  VERT ORDER  -  FIRST     CLASS II
 AW5512
 AW5512.The horizontal coordinates were scaled from a topographic map and have
 AW5512.an estimated accuracy of +/- 6 seconds.
 AW5512
 AW5512.The orthometric height was determined by differential leveling
 AW5512.and adjusted by the National Geodetic Survey in June 1991..
 AW5512
 AW5512.The geoid height was determined by GEOID03.
 AW5512
 AW5512.The dynamic height is computed by dividing the NAVD 88
 AW5512.geopotential number by the normal gravity value computed on the
 AW5512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5512.degrees latitude (g = 980.6199 gals.).
 AW5512
 AW5512.The modeled gravity was interpolated from observed gravity values.
 AW5512
 AW5512;                    North         East    Units  Estimated Accuracy
 AW5512;SPC TXSC     - 4,240,480.      932,860.      MT  (+/- 180 meters Scaled)
 AW5512
 AW5512                          SUPERSEDED SURVEY CONTROL
 AW5512
 AW5512  NGVD 29 (12/23/87)   37.476  (m)          122.95   (f) ADJUSTED    1 2
 AW5512
 AW5512.Superseded values are not recommended for survey control.
 AW5512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5512.See file dsdata.txt to determine how the superseded data were derived.
 AW5512
 AW5512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP538169(NAD 83)
 AW5512_MARKER: I = METAL ROD
 AW5512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5512_SP_SET: STAINLESS STEEL ROD
 AW5512_STAMPING: L 1500 1986
 AW5512_MARK LOGO: NGS   
 AW5512_PROJECTION: RECESSED 2 CENTIMETERS
 AW5512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5512_ROD/PIPE-DEPTH: 7.7  meters
 AW5512
 AW5512  HISTORY     - Date     Condition        Report By
 AW5512  HISTORY     - 1986     MONUMENTED       NGS
 AW5512  HISTORY     - 19940326 MARK NOT FOUND   USPSQD
 AW5512
 AW5512                          STATION DESCRIPTION
 AW5512
 AW5512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5512'18.2 KM (11.3 MI) SE FROM CYPRESS.
 AW5512'10.2 KM (6.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 290 FROM ITS
 AW5512'JUNCTION WITH SPRING-CYPRESS ROAD IN CYPRESS, THENCE 8.0 KM (4.95 MI)
 AW5512'NORTHEASTERLY ALONG FARM ROAD 1960, 16.8 M (55.1 FT) SOUTHWEST OF THE
 AW5512'CENTER OF THE SOUTHEAST BOUND LANES OF WILLOW-CHASE DRIVE, 9.4 M (30.8
 AW5512'FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 AW5512'ROAD, AND 1.3 M (4.3 FT) SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO
 AW5512'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5512'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5512
 AW5512                          STATION RECOVERY (1994)
 AW5512
 AW5512'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW5512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0981 ***********************************************************************
 DN0981  DESIGNATION -  L 1501
 DN0981  PID         -  DN0981
 DN0981  STATE/COUNTY-  TX/GRAYSON
 DN0981  USGS QUAD   -  AMBROSE (1984)
 DN0981
 DN0981                         *CURRENT SURVEY CONTROL
 DN0981  ___________________________________________________________________
 DN0981* NAD 83(1986)-  33 41 38.     (N)    096 28 54.     (W)     SCALED    
 DN0981* NAVD 88     -       187.023  (meters)     613.59   (feet)  ADJUSTED  
 DN0981  ___________________________________________________________________
 DN0981  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 DN0981  DYNAMIC HT  -         186.824 (meters)     612.94  (feet)  COMP
 DN0981  MODELED GRAV-     979,567.3   (mgal)                       NAVD 88
 DN0981
 DN0981  VERT ORDER  -  FIRST     CLASS II
 DN0981
 DN0981.The horizontal coordinates were scaled from a topographic map and have
 DN0981.an estimated accuracy of +/- 6 seconds.
 DN0981
 DN0981.The orthometric height was determined by differential leveling
 DN0981.and adjusted by the National Geodetic Survey in June 1991..
 DN0981
 DN0981.The geoid height was determined by GEOID03.
 DN0981
 DN0981.The dynamic height is computed by dividing the NAVD 88
 DN0981.geopotential number by the normal gravity value computed on the
 DN0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0981.degrees latitude (g = 980.6199 gals.).
 DN0981
 DN0981.The modeled gravity was interpolated from observed gravity values.
 DN0981
 DN0981;                    North         East    Units  Estimated Accuracy
 DN0981;SPC TXNC     - 2,226,600.      787,110.      MT  (+/- 180 meters Scaled)
 DN0981
 DN0981                          SUPERSEDED SURVEY CONTROL
 DN0981
 DN0981.No superseded survey control is available for this station.
 DN0981
 DN0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC334310(NAD 83)
 DN0981_MARKER: I = METAL ROD
 DN0981_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN0981_SP_SET: STAINLESS STEEL ROD
 DN0981_STAMPING: L 1501 1986
 DN0981_MARK LOGO: NGS   
 DN0981_PROJECTION: FLUSH
 DN0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0981_ROD/PIPE-DEPTH: 3.7  meters
 DN0981
 DN0981  HISTORY     - Date     Condition        Report By
 DN0981  HISTORY     - 1986     MONUMENTED       NGS
 DN0981
 DN0981                          STATION DESCRIPTION
 DN0981
 DN0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DN0981'9.7 KM (6.0 MI) SE FROM DENISON.
 DN0981'9.7 KM (6.05 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 69 FROM ITS JUNCTION
 DN0981'WITH FARM ROAD 120 IN DENISON, 17.3 M (56.8 FT) NORTHEAST OF THE
 DN0981'CENTERLINE OF THE HIGHWAY, 10.0 M (32.8 FT) SOUTH OF THE CENTER OF
 DN0981'NORTH STARR ROAD, AND 1.1 M (3.6 FT) EAST OF A UTILITY POLE.
 DN0981'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 DN0981'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 DN0981'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5458 ***********************************************************************
 AW5458  DESIGNATION -  L 1502
 AW5458  PID         -  AW5458
 AW5458  STATE/COUNTY-  TX/HARRIS
 AW5458  USGS QUAD   -  CYPRESS (1995)
 AW5458
 AW5458                         *CURRENT SURVEY CONTROL
 AW5458  ___________________________________________________________________
 AW5458* NAD 83(1986)-  29 54 43.     (N)    095 37 31.     (W)     SCALED    
 AW5458* NAVD 88     -        39.251  (meters)     128.78   (feet)  ADJUSTED  
 AW5458  ___________________________________________________________________
 AW5458  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AW5458  DYNAMIC HT  -          39.198 (meters)     128.60  (feet)  COMP
 AW5458  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 AW5458
 AW5458  VERT ORDER  -  FIRST     CLASS II
 AW5458
 AW5458.The horizontal coordinates were scaled from a topographic map and have
 AW5458.an estimated accuracy of +/- 6 seconds.
 AW5458
 AW5458.The orthometric height was determined by differential leveling
 AW5458.and adjusted by the National Geodetic Survey in June 1991..
 AW5458
 AW5458.The geoid height was determined by GEOID03.
 AW5458
 AW5458.The dynamic height is computed by dividing the NAVD 88
 AW5458.geopotential number by the normal gravity value computed on the
 AW5458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5458.degrees latitude (g = 980.6199 gals.).
 AW5458
 AW5458.The modeled gravity was interpolated from observed gravity values.
 AW5458
 AW5458;                    North         East    Units  Estimated Accuracy
 AW5458;SPC TXSC     - 4,235,070.      925,830.      MT  (+/- 180 meters Scaled)
 AW5458
 AW5458                          SUPERSEDED SURVEY CONTROL
 AW5458
 AW5458  NGVD 29 (12/23/87)   39.244  (m)          128.75   (f) ADJUSTED    1 2
 AW5458
 AW5458.Superseded values are not recommended for survey control.
 AW5458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5458.See file dsdata.txt to determine how the superseded data were derived.
 AW5458
 AW5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP465119(NAD 83)
 AW5458_MARKER: I = METAL ROD
 AW5458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5458_SP_SET: STAINLESS STEEL ROD
 AW5458_STAMPING: L 1502 1986
 AW5458_MARK LOGO: NGS   
 AW5458_PROJECTION: FLUSH
 AW5458_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AW5458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5458_ROD/PIPE-DEPTH: 11.7 meters
 AW5458
 AW5458  HISTORY     - Date     Condition        Report By
 AW5458  HISTORY     - 1986     MONUMENTED       NGS
 AW5458  HISTORY     - 19990819 GOOD             NGS
 AW5458
 AW5458                          STATION DESCRIPTION
 AW5458
 AW5458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5458'14.8 KM (9.2 MI) NORTH FROM ADDICKS.
 AW5458'14.8 KM (9.2 MI) NORTHERLY ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 AW5458'WITH U.S. HIGHWAY 90 IN ADDICKS, 14.2 M (46.6 FT) NORTHEAST OF THE
 AW5458'CENTER OF POINT SIX CIRCLE DRIVE, 14.1 M (46.3 FT) SOUTHEAST OF THE
 AW5458'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 0.8 M (2.6 FT)
 AW5458'SOUTH-SOUTHEAST OF THE MOST NORTHWESTERLY 1 OF 6 LEGS OF A BILLBOARD.
 AW5458'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5458'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 AW5458'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 AW5458
 AW5458                          STATION RECOVERY (1999)
 AW5458
 AW5458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (PJR)
 AW5458'CAP ON PIPE COVER IS MISSING.  OTHERWISE IN GOOD CONDITION.  BILLBOARD
 AW5458'HAS BEEN REMOVED BUT OLD POSTS ARE SAWED OFF AT GROUND LEVEL AND TIE
 AW5458'STILL GOOD.  46.6 FT (14.2 M) NE OF CENTERLINE POINT SIX CIRCLE, 19.6
 AW5458'FT (6.0 M) SE OF BACK CURB ON HIGHWAY 6, 38.9 FT (11.9 M) EAST OF END
 AW5458'OF CURB.  SOUTHERLY CURB RETURN POINT SIX CIRCLE AND HIGHWAY 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5601 ***********************************************************************
 AW5601  DESIGNATION -  L 1503
 AW5601  PID         -  AW5601
 AW5601  STATE/COUNTY-  TX/HARRIS
 AW5601  USGS QUAD   -  LEAGUE CITY (1995)
 AW5601
 AW5601                         *CURRENT SURVEY CONTROL
 AW5601  ___________________________________________________________________
 AW5601* NAD 83(1986)-  29 33 37.     (N)    095 04 26.     (W)     SCALED    
 AW5601* NAVD 88     -         2.351  (meters)       7.71   (feet)  ADJUSTED  
 AW5601  ___________________________________________________________________
 AW5601  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW5601  DYNAMIC HT  -           2.348 (meters)       7.70  (feet)  COMP
 AW5601  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 AW5601
 AW5601  VERT ORDER  -  FIRST     CLASS II
 AW5601
 AW5601.The horizontal coordinates were scaled from a topographic map and have
 AW5601.an estimated accuracy of +/- 6 seconds.
 AW5601
 AW5601.The orthometric height was determined by differential leveling
 AW5601.and adjusted by the National Geodetic Survey in June 1991..
 AW5601
 AW5601.The geoid height was determined by GEOID03.
 AW5601
 AW5601.The dynamic height is computed by dividing the NAVD 88
 AW5601.geopotential number by the normal gravity value computed on the
 AW5601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5601.degrees latitude (g = 980.6199 gals.).
 AW5601
 AW5601.The modeled gravity was interpolated from observed gravity values.
 AW5601
 AW5601;                    North         East    Units  Estimated Accuracy
 AW5601;SPC TXSC     - 4,197,780.      980,350.      MT  (+/- 180 meters Scaled)
 AW5601
 AW5601                          SUPERSEDED SURVEY CONTROL
 AW5601
 AW5601  NGVD 29 (12/23/87)    2.348  (m)            7.70   (f) ADJUSTED    1 2
 AW5601
 AW5601.Superseded values are not recommended for survey control.
 AW5601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5601.See file dsdata.txt to determine how the superseded data were derived.
 AW5601
 AW5601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN990718(NAD 83)
 AW5601_MARKER: I = METAL ROD
 AW5601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5601_SP_SET: STAINLESS STEEL ROD
 AW5601_STAMPING: L 1503 1987
 AW5601_MARK LOGO: NGS   
 AW5601_PROJECTION: FLUSH
 AW5601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5601+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2005
 AW5601_ROD/PIPE-DEPTH: 6.2  meters
 AW5601
 AW5601  HISTORY     - Date     Condition        Report By
 AW5601  HISTORY     - 1987     MONUMENTED       NGS
 AW5601  HISTORY     - 19931122 GOOD             USPSQD
 AW5601  HISTORY     - 20050114 GOOD             USPSQD
 AW5601
 AW5601                          STATION DESCRIPTION
 AW5601
 AW5601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5601'5.6 KM (3.5 MI) WEST FROM SEABROOK.
 AW5601'5.6 KM (3.5 MI) WEST ALONG NASA 1 ROAD FROM THE JUNCTION OF STATE
 AW5601'HIGHWAY 146 AT SEABROOK TO THE JUNCTION OF A ROAD LEADING TO A LUNAR
 AW5601'AND PLANETARY INSTITUTE AT 3303 NASA 1 ROAD AND THE MARK ON THE RIGHT,
 AW5601'18.84 METERS (61.8 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 AW5601'LANE OF NASA 1 ROAD, 7.77 METERS (25.5 FT) NORTHEAST OF THE CENTER OF
 AW5601'A CONCRETE CURB IN THE MEDIAN OF THE ENTRANCE AND EXIT TO INSTITUTE,
 AW5601'1.61 METERS (5.3 FT) SOUTH-SOUTHWEST OF A UTILITY POLE WITH A STRE
 AW5601'LAMP.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5601'THE MARK IS ABOVE LEVEL WITH NASA 1 ROAD.
 AW5601
 AW5601                          STATION RECOVERY (1993)
 AW5601
 AW5601'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW5601'RECOVERED IN GOOD CONDITION.
 AW5601
 AW5601                          STATION RECOVERY (2005)
 AW5601
 AW5601'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5412 ***********************************************************************
 AW5412  DESIGNATION -  L 1504
 AW5412  PID         -  AW5412
 AW5412  STATE/COUNTY-  TX/FORT BEND
 AW5412  USGS QUAD   -  RICHMOND NE (1980)
 AW5412
 AW5412                         *CURRENT SURVEY CONTROL
 AW5412  ___________________________________________________________________
 AW5412* NAD 83(1986)-  29 44 28.     (N)    095 50 16.     (W)     SCALED    
 AW5412* NAVD 88     -        40.940  (meters)     134.32   (feet)  ADJUSTED  
 AW5412  ___________________________________________________________________
 AW5412  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AW5412  DYNAMIC HT  -          40.883 (meters)     134.13  (feet)  COMP
 AW5412  MODELED GRAV-     979,272.9   (mgal)                       NAVD 88
 AW5412
 AW5412  VERT ORDER  -  FIRST     CLASS II
 AW5412
 AW5412.The horizontal coordinates were scaled from a topographic map and have
 AW5412.an estimated accuracy of +/- 6 seconds.
 AW5412
 AW5412.The orthometric height was determined by differential leveling
 AW5412.and adjusted by the National Geodetic Survey in June 1991..
 AW5412
 AW5412.The geoid height was determined by GEOID03.
 AW5412
 AW5412.The dynamic height is computed by dividing the NAVD 88
 AW5412.geopotential number by the normal gravity value computed on the
 AW5412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5412.degrees latitude (g = 980.6199 gals.).
 AW5412
 AW5412.The modeled gravity was interpolated from observed gravity values.
 AW5412
 AW5412;                    North         East    Units  Estimated Accuracy
 AW5412;SPC TXSC     - 4,215,570.      905,830.      MT  (+/- 180 meters Scaled)
 AW5412
 AW5412                          SUPERSEDED SURVEY CONTROL
 AW5412
 AW5412  NGVD 29 (12/23/87)   40.930  (m)          134.28   (f) ADJUSTED    1 2
 AW5412
 AW5412.Superseded values are not recommended for survey control.
 AW5412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5412.See file dsdata.txt to determine how the superseded data were derived.
 AW5412
 AW5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN255934(NAD 83)
 AW5412_MARKER: I = METAL ROD
 AW5412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5412_SP_SET: STAINLESS STEEL ROD
 AW5412_STAMPING: L 1504 1986
 AW5412_MARK LOGO: NGS   
 AW5412_PROJECTION: FLUSH
 AW5412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5412+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 AW5412_ROD/PIPE-DEPTH: 12.2 meters
 AW5412
 AW5412  HISTORY     - Date     Condition        Report By
 AW5412  HISTORY     - 1986     MONUMENTED       NGS
 AW5412  HISTORY     - 19951010 GOOD             USPSQD
 AW5412  HISTORY     - 19980228 GOOD             USPSQD
 AW5412  HISTORY     - 20031213 POOR             GEOCAC
 AW5412  HISTORY     - 20040715 GOOD             USPSQD
 AW5412
 AW5412                          STATION DESCRIPTION
 AW5412
 AW5412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5412'5.8 KM (3.6 MI) SOUTH FROM KATY.
 AW5412'5.8 KM (3.6 MI) SOUTH ALONG PIN OAK ROAD FROM THE MISSOURI KANSAS AND
 AW5412'TEXAS RAILROAD STATION IN KATY, ABOUT 0.8 KM (0.5 MI) NORTH OF A SHARP
 AW5412'TURN NORTH IN THE ROAD, 11.3 METERS (37.0 FT) WEST OF THE CENTERLINE
 AW5412'OF THE ROAD, 2.7 METERS (9.0 FT) NORTH OF THE CENTER OF AN IRON GATE
 AW5412'AND A TRACK ROAD LEADING WEST, 6.4 METERS (21.0 FT) SOUTH OF POWER
 AW5412'POLE 143, 0.7 METERS (2.4 FT) EAST OF AN ELECTRIC FENCE.  NOTE--ACCESS
 AW5412'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5412'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 AW5412'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
 AW5412
 AW5412                          STATION RECOVERY (1995)
 AW5412
 AW5412'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW5412'RECOVERED IN GOOD CONDITION.
 AW5412
 AW5412                          STATION RECOVERY (1998)
 AW5412
 AW5412'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5412'RECOVERED IN GOOD CONDITION.
 AW5412
 AW5412                          STATION RECOVERY (2003)
 AW5412
 AW5412'RECOVERY NOTE BY GEOCACHING 2003 (RAC)
 AW5412'FOUND STEEL ROD.  NO LOGO CAP OR ID STAMPING.  APPEARS THAT GROUND HAS
 AW5412'ERODED AWAY FROM MARK, BUT ROD IS STILL STABLE.  NOTE THAT PIN OAK
 AW5412'ROAD IS NOW KATY-FLEWELLEN ROAD.
 AW5412
 AW5412                          STATION RECOVERY (2004)
 AW5412
 AW5412'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5412'8 INCHES BELOW THE GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5481 ***********************************************************************
 AW5481  DESIGNATION -  L 1505
 AW5481  PID         -  AW5481
 AW5481  STATE/COUNTY-  TX/FORT BEND
 AW5481  USGS QUAD   -  FULSHEAR (1980)
 AW5481
 AW5481                         *CURRENT SURVEY CONTROL
 AW5481  ___________________________________________________________________
 AW5481* NAD 83(1986)-  29 41 30.     (N)    095 53 07.     (W)     SCALED    
 AW5481* NAVD 88     -        41.050  (meters)     134.68   (feet)  ADJUSTED  
 AW5481  ___________________________________________________________________
 AW5481  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW5481  DYNAMIC HT  -          40.994 (meters)     134.49  (feet)  COMP
 AW5481  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 AW5481
 AW5481  VERT ORDER  -  FIRST     CLASS II
 AW5481
 AW5481.The horizontal coordinates were scaled from a topographic map and have
 AW5481.an estimated accuracy of +/- 6 seconds.
 AW5481
 AW5481.The orthometric height was determined by differential leveling
 AW5481.and adjusted by the National Geodetic Survey in June 1991..
 AW5481
 AW5481.The geoid height was determined by GEOID03.
 AW5481
 AW5481.The dynamic height is computed by dividing the NAVD 88
 AW5481.geopotential number by the normal gravity value computed on the
 AW5481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5481.degrees latitude (g = 980.6199 gals.).
 AW5481
 AW5481.The modeled gravity was interpolated from observed gravity values.
 AW5481
 AW5481;                    North         East    Units  Estimated Accuracy
 AW5481;SPC TXSC     - 4,209,970.      901,380.      MT  (+/- 180 meters Scaled)
 AW5481
 AW5481                          SUPERSEDED SURVEY CONTROL
 AW5481
 AW5481  NGVD 29 (12/23/87)   41.043  (m)          134.66   (f) ADJUSTED    1 2
 AW5481
 AW5481.Superseded values are not recommended for survey control.
 AW5481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5481.See file dsdata.txt to determine how the superseded data were derived.
 AW5481
 AW5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN208881(NAD 83)
 AW5481_MARKER: I = METAL ROD
 AW5481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5481_SP_SET: STAINLESS STEEL ROD
 AW5481_STAMPING: L 1505 1987
 AW5481_MARK LOGO: NGS   
 AW5481_PROJECTION: FLUSH
 AW5481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5481_ROD/PIPE-DEPTH: 7.3  meters
 AW5481
 AW5481  HISTORY     - Date     Condition        Report By
 AW5481  HISTORY     - 1987     MONUMENTED       NGS
 AW5481  HISTORY     - 19980208 GOOD             USPSQD
 AW5481  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 AW5481  HISTORY     - 20040508 MARK NOT FOUND   USPSQD
 AW5481
 AW5481                          STATION DESCRIPTION
 AW5481
 AW5481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5481'1.6 KM (1.0 MI) EAST FROM FULSHEAR.
 AW5481'0.15 KM (0.1 MI) SOUTH ALONG FM ROAD 359 FROM THE POST OFFICE IN
 AW5481'FULSHEAR, THENCE 1.44 KM (0.89 MI) EAST ALONG FM ROAD 1093, 19.8
 AW5481'METERS (65.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, 50.0 METERS
 AW5481'(164 FT) WEST OF THE CENTER OF A DRIVEWAY, 7.3 METERS (24.0 FT) EAST
 AW5481'OF A POWER POLE, 0.5 METER (1.5 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO
 AW5481'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5481'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 AW5481'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 AW5481
 AW5481                          STATION RECOVERY (1998)
 AW5481
 AW5481'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5481'RECOVERED IN GOOD CONDITION.
 AW5481
 AW5481                          STATION RECOVERY (1998)
 AW5481
 AW5481'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW5481'MARK NOT FOUND.
 AW5481
 AW5481                          STATION RECOVERY (2004)
 AW5481
 AW5481'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2547 ***********************************************************************
 AX2547  DESIGNATION -  L 1506
 AX2547  PID         -  AX2547
 AX2547  STATE/COUNTY-  TX/WHARTON
 AX2547  USGS QUAD   -  WHARTON (1980)
 AX2547
 AX2547                         *CURRENT SURVEY CONTROL
 AX2547  ___________________________________________________________________
 AX2547* NAD 83(1986)-  29 20 58.     (N)    096 05 36.     (W)     SCALED    
 AX2547* NAVD 88     -        29.660  (meters)      97.31   (feet)  ADJUSTED  
 AX2547  ___________________________________________________________________
 AX2547  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX2547  DYNAMIC HT  -          29.618 (meters)      97.17  (feet)  COMP
 AX2547  MODELED GRAV-     979,245.1   (mgal)                       NAVD 88
 AX2547
 AX2547  VERT ORDER  -  FIRST     CLASS I
 AX2547
 AX2547.The horizontal coordinates were scaled from a topographic map and have
 AX2547.an estimated accuracy of +/- 6 seconds.
 AX2547
 AX2547.The orthometric height was determined by differential leveling
 AX2547.and adjusted by the National Geodetic Survey in June 1991..
 AX2547
 AX2547.The geoid height was determined by GEOID03.
 AX2547
 AX2547.The dynamic height is computed by dividing the NAVD 88
 AX2547.geopotential number by the normal gravity value computed on the
 AX2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2547.degrees latitude (g = 980.6199 gals.).
 AX2547
 AX2547.The modeled gravity was interpolated from observed gravity values.
 AX2547
 AX2547;                    North         East    Units  Estimated Accuracy
 AX2547;SPC TXSC     - 4,171,530.      882,200.      MT  (+/- 180 meters Scaled)
 AX2547
 AX2547                          SUPERSEDED SURVEY CONTROL
 AX2547
 AX2547  NGVD 29 (12/23/87)   29.661  (m)           97.31   (f) ADJUSTED    1 1
 AX2547
 AX2547.Superseded values are not recommended for survey control.
 AX2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2547.See file dsdata.txt to determine how the superseded data were derived.
 AX2547
 AX2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT822502(NAD 83)
 AX2547_MARKER: I = METAL ROD
 AX2547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2547_SP_SET: STAINLESS STEEL ROD
 AX2547_STAMPING: L 1506 1987
 AX2547_MARK LOGO: NGS   
 AX2547_PROJECTION: FLUSH
 AX2547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2547_ROD/PIPE-DEPTH: 26.8 meters
 AX2547
 AX2547  HISTORY     - Date     Condition        Report By
 AX2547  HISTORY     - 1987     MONUMENTED       NGS
 AX2547  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2547
 AX2547                          STATION DESCRIPTION
 AX2547
 AX2547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2547'4.5 KM (2.8 MI) NORTH FROM WHARTON.
 AX2547'4.53 KM (2.82 MI) NORTH ALONG HIGHWAY LOOP 183 FROM THE JUNCTION OF
 AX2547'STATE HIGHWAY 60 IN WHARTON, ABOUT 76 METERS (250 FT) SOUTH OF THE
 AX2547'SOUTH END OF A CURVE, 14.5 METERS (47.5 FT) WEST OF THE CENTERLINE OF
 AX2547'LOOP 183, 7.7 METERS (25.3 FT) SOUTH OF A POWER POLE, 0.6 METER
 AX2547'(2.0 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 AX2547'A 5-INCH LOGO CAP.
 AX2547'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 AX2547'THE MARK IS 0.5 M BELOW LOOP 183.
 AX2547
 AX2547                          STATION RECOVERY (1990)
 AX2547
 AX2547'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AX2547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5555 ***********************************************************************
 AW5555  DESIGNATION -  L 1509
 AW5555  PID         -  AW5555
 AW5555  STATE/COUNTY-  TX/HARRIS
 AW5555  USGS QUAD   -  PEARLAND (1995)
 AW5555
 AW5555                         *CURRENT SURVEY CONTROL
 AW5555  ___________________________________________________________________
 AW5555* NAD 83(1986)-  29 37 14.     (N)    095 18 16.     (W)     SCALED    
 AW5555* NAVD 88     -        15.429  (meters)      50.62   (feet)  ADJUSTED  
 AW5555  ___________________________________________________________________
 AW5555  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW5555  DYNAMIC HT  -          15.408 (meters)      50.55  (feet)  COMP
 AW5555  MODELED GRAV-     979,273.9   (mgal)                       NAVD 88
 AW5555
 AW5555  VERT ORDER  -  FIRST     CLASS II
 AW5555
 AW5555.The horizontal coordinates were scaled from a topographic map and have
 AW5555.an estimated accuracy of +/- 6 seconds.
 AW5555
 AW5555.The orthometric height was determined by differential leveling
 AW5555.and adjusted by the National Geodetic Survey in June 1991..
 AW5555
 AW5555.The geoid height was determined by GEOID03.
 AW5555
 AW5555.The dynamic height is computed by dividing the NAVD 88
 AW5555.geopotential number by the normal gravity value computed on the
 AW5555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5555.degrees latitude (g = 980.6199 gals.).
 AW5555
 AW5555.The modeled gravity was interpolated from observed gravity values.
 AW5555
 AW5555;                    North         East    Units  Estimated Accuracy
 AW5555;SPC TXSC     - 4,203,730.      957,820.      MT  (+/- 180 meters Scaled)
 AW5555
 AW5555                          SUPERSEDED SURVEY CONTROL
 AW5555
 AW5555  NGVD 29 (12/23/87)   15.425  (m)           50.61   (f) ADJUSTED    1 2
 AW5555
 AW5555.Superseded values are not recommended for survey control.
 AW5555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5555.See file dsdata.txt to determine how the superseded data were derived.
 AW5555
 AW5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN768789(NAD 83)
 AW5555_MARKER: I = METAL ROD
 AW5555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5555_SP_SET: STAINLESS STEEL ROD
 AW5555_STAMPING: L 1509 1986
 AW5555_MARK LOGO: NGS   
 AW5555_PROJECTION: FLUSH
 AW5555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5555+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW5555_ROD/PIPE-DEPTH: 12.5 meters
 AW5555
 AW5555  HISTORY     - Date     Condition        Report By
 AW5555  HISTORY     - 1986     MONUMENTED       NGS
 AW5555  HISTORY     - 1987     GOOD             USPSQD
 AW5555  HISTORY     - 1987     GOOD             USPSQD
 AW5555  HISTORY     - 1988     GOOD             USPSQD
 AW5555  HISTORY     - 1988     GOOD             USPSQD
 AW5555  HISTORY     - 1989     GOOD             USPSQD
 AW5555  HISTORY     - 1989     GOOD             USPSQD
 AW5555  HISTORY     - 1989     GOOD             USPSQD
 AW5555  HISTORY     - 1989     GOOD             USPSQD
 AW5555  HISTORY     - 1990     GOOD             USPSQD
 AW5555  HISTORY     - 20031019 GOOD             USPSQD
 AW5555  HISTORY     - 20050217 GOOD             USPSQD
 AW5555
 AW5555                          STATION DESCRIPTION
 AW5555
 AW5555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AW5555'IN MYKAWA.
 AW5555'IN MYKAWA, AT THE INTERSECTION OF THE ATCHISON TOPEKA AND SANTA FE
 AW5555'RAILROAD AND ALMEDA-GENOA ROAD, 12.5 M (41.0 FT) SOUTH OF THE
 AW5555'CENTERLINE OF THE ROAD, 10.4 M (34.1 FT) WEST OF THE CENTER OF A
 AW5555'RAILROAD FRONTAGE ROAD, 5.4 M (17.7 FT) EAST OF THE NEAR RAIL, 5.1 M
 AW5555'(16.7 FT) SOUTHWEST OF A UTILITY POLE, AND 1.4 M (4.6 FT) SOUTH OF A
 AW5555'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 AW5555'LOGO CAP.
 AW5555'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 AW5555'THE MARK IS 0.3 M BELOW THE TRACKS.
 AW5555
 AW5555                          STATION RECOVERY (1987)
 AW5555
 AW5555'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS)
 AW5555'RECOVERED IN GOOD CONDITION.
 AW5555
 AW5555                          STATION RECOVERY (1987)
 AW5555
 AW5555'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW5555'RECOVERED IN GOOD CONDITION.
 AW5555
 AW5555                          STATION RECOVERY (1988)
 AW5555
 AW5555'RECOVERY NOTE BY US POWER SQUADRON 1988 (LD)
 AW5555'RECOVERED IN GOOD CONDITION.
 AW5555
 AW5555                          STATION RECOVERY (1988)
 AW5555
 AW5555'RECOVERY NOTE BY US POWER SQUADRON 1988 (MGB)
 AW5555'RECOVERED IN GOOD CONDITION.
 AW5555
 AW5555                          STATION RECOVERY (1989)
 AW5555
 AW5555'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW5555'RECOVERED IN GOOD CONDITION.
 AW5555
 AW5555                          STATION RECOVERY (1989)
 AW5555
 AW5555'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW5555'RECOVERED IN GOOD CONDITION.
 AW5555
 AW5555                          STATION RECOVERY (1989)
 AW5555
 AW5555'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW5555'RECOVERED IN GOOD CONDITION.
 AW5555
 AW5555                          STATION RECOVERY (1989)
 AW5555
 AW5555'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW5555'RECOVERED IN GOOD CONDITION.
 AW5555
 AW5555                          STATION RECOVERY (1990)
 AW5555
 AW5555'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW5555'RECOVERED IN GOOD CONDITION.
 AW5555
 AW5555                          STATION RECOVERY (2003)
 AW5555
 AW5555'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW5555'RECOVERED IN GOOD CONDITION.
 AW5555
 AW5555                          STATION RECOVERY (2005)
 AW5555
 AW5555'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0603 ***********************************************************************
 CS0603  DESIGNATION -  L 151
 CS0603  PID         -  CS0603
 CS0603  STATE/COUNTY-  TX/HENDERSON
 CS0603  USGS QUAD   -  MALAKOFF (1981)
 CS0603
 CS0603                         *CURRENT SURVEY CONTROL
 CS0603  ___________________________________________________________________
 CS0603* NAD 83(1986)-  32 10 07.     (N)    096 00 44.     (W)     SCALED    
 CS0603* NAVD 88     -       115.735  (meters)     379.71   (feet)  ADJUSTED  
 CS0603  ___________________________________________________________________
 CS0603  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0603  DYNAMIC HT  -         115.601 (meters)     379.27  (feet)  COMP
 CS0603  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 CS0603
 CS0603  VERT ORDER  -  SECOND    CLASS 0
 CS0603
 CS0603.The horizontal coordinates were scaled from a topographic map and have
 CS0603.an estimated accuracy of +/- 6 seconds.
 CS0603
 CS0603.The orthometric height was determined by differential leveling
 CS0603.and adjusted by the National Geodetic Survey in June 1991..
 CS0603
 CS0603.The geoid height was determined by GEOID03.
 CS0603
 CS0603.The dynamic height is computed by dividing the NAVD 88
 CS0603.geopotential number by the normal gravity value computed on the
 CS0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0603.degrees latitude (g = 980.6199 gals.).
 CS0603
 CS0603.The modeled gravity was interpolated from observed gravity values.
 CS0603
 CS0603;                    North         East    Units  Estimated Accuracy
 CS0603;SPC TXNC     - 2,058,440.      834,620.      MT  (+/- 180 meters Scaled)
 CS0603
 CS0603                          SUPERSEDED SURVEY CONTROL
 CS0603
 CS0603  NGVD 29 (??/??/92)  115.738  (m)          379.72   (f) ADJ UNCH    2 0
 CS0603
 CS0603.Superseded values are not recommended for survey control.
 CS0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0603.See file dsdata.txt to determine how the superseded data were derived.
 CS0603
 CS0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA817630(NAD 83)
 CS0603_MARKER: DB = BENCH MARK DISK
 CS0603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0603_SP_SET: BUILDING
 CS0603_STAMPING: L 151 1933 379.655
 CS0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0603
 CS0603  HISTORY     - Date     Condition        Report By
 CS0603  HISTORY     - 1933     MONUMENTED       CGS
 CS0603  HISTORY     - 1947     GOOD             NGS
 CS0603  HISTORY     - 19950909 GOOD             USPSQD
 CS0603
 CS0603                          STATION DESCRIPTION
 CS0603
 CS0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS0603'IN MALAKOFF.
 CS0603'AT MALAKOFF, 210.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ST.
 CS0603'LOUIS SOUTHWESTERN RAILWAY STATION, 90.0 FEET WEST OF THE CENTER OF
 CS0603'MAIN STREET, 70.0 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 20.5
 CS0603'FEET EAST OF THE NORTHWEST CORNER OF A YELLOW BRICK BUILDING, 6.5 FEET
 CS0603'WEST OF A POINT WHERE A BROWN BRICK BUILDING AND A YELLOW BRICK
 CS0603'BUILDING ARE JOINED TOGETHER, 4.0 FEET ABOVE THE CONCRETE WALK, 1.2
 CS0603'FOOT WEST OF THE WEST EDGE OF THE NORTH ENTRANCE DOOR TO THE BUILDING,
 CS0603'SET VERTICALLY IN THE NORTH FACE OF THE NORTH WALL OF A YELLOW BRICK
 CS0603'BUILDING.  NOTE-- THIS BUILDING WAS FORMERLY OCCUPIED BY THE POST
 CS0603'OFFICE BUT IS NOW OCCUPIED BY A PRINTING OFFICE.
 CS0603
 CS0603                          STATION RECOVERY (1995)
 CS0603
 CS0603'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL2003 ***********************************************************************
 BL2003  DESIGNATION -  L 1510
 BL2003  PID         -  BL2003
 BL2003  STATE/COUNTY-  TX/HARRIS
 BL2003  USGS QUAD   -  TOMBALL (1979)
 BL2003
 BL2003                         *CURRENT SURVEY CONTROL
 BL2003  ___________________________________________________________________
 BL2003* NAD 83(1986)-  30 07 29.     (N)    095 36 01.     (W)     SCALED    
 BL2003* NAVD 88     -        49.833  (meters)     163.49   (feet)  ADJUSTED  
 BL2003  ___________________________________________________________________
 BL2003  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL2003  DYNAMIC HT  -          49.766 (meters)     163.27  (feet)  COMP
 BL2003  MODELED GRAV-     979,293.2   (mgal)                       NAVD 88
 BL2003
 BL2003  VERT ORDER  -  FIRST     CLASS II
 BL2003
 BL2003.The horizontal coordinates were scaled from a topographic map and have
 BL2003.an estimated accuracy of +/- 6 seconds.
 BL2003
 BL2003.The orthometric height was determined by differential leveling
 BL2003.and adjusted by the National Geodetic Survey in June 1991..
 BL2003
 BL2003.The geoid height was determined by GEOID03.
 BL2003
 BL2003.The dynamic height is computed by dividing the NAVD 88
 BL2003.geopotential number by the normal gravity value computed on the
 BL2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL2003.degrees latitude (g = 980.6199 gals.).
 BL2003
 BL2003.The modeled gravity was interpolated from observed gravity values.
 BL2003
 BL2003;                    North         East    Units  Estimated Accuracy
 BL2003;SPC TXSC     - 4,258,720.      927,560.      MT  (+/- 180 meters Scaled)
 BL2003
 BL2003                          SUPERSEDED SURVEY CONTROL
 BL2003
 BL2003  NGVD 29 (12/23/87)   49.829  (m)          163.48   (f) ADJUSTED    1 2
 BL2003
 BL2003.Superseded values are not recommended for survey control.
 BL2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL2003.See file dsdata.txt to determine how the superseded data were derived.
 BL2003
 BL2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP494354(NAD 83)
 BL2003_MARKER: I = METAL ROD
 BL2003_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BL2003_SP_SET: STAINLESS STEEL ROD
 BL2003_STAMPING: L 1510 1987
 BL2003_MARK LOGO: NGS   
 BL2003_PROJECTION: FLUSH
 BL2003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL2003+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 BL2003_ROD/PIPE-DEPTH: 9.7  meters
 BL2003
 BL2003  HISTORY     - Date     Condition        Report By
 BL2003  HISTORY     - 1987     MONUMENTED       NGS
 BL2003  HISTORY     - 20050810 GOOD             GEOCAC
 BL2003
 BL2003                          STATION DESCRIPTION
 BL2003
 BL2003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 BL2003'0.4 KM (0.25 MI) NW FROM HUFSMITH.
 BL2003'0.4 KM (0.25 MI) NORTHWESTERLY ALONG THE MISSOURI PACIFIC RAILROAD
 BL2003'FROM ITS JUNCTION WITH STANOLIND ROAD IN HUFSMITH, 14.1 M (46.3 FT)
 BL2003'WEST OF A FENCE CORNER OF A FENCE AROUND THE WEST GUY WIRE ANCHOR OF A
 BL2003'TOWER, 9.3 M (30.5 FT) NORTHEAST OF THE NEAR RAIL, AND 1.2 M (3.9 FT)
 BL2003'EAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 BL2003'5-INCH LOGO CAP.
 BL2003'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 BL2003'THE MARK IS 0.4 M BELOW THE TRACKS.
 BL2003
 BL2003                          STATION RECOVERY (2005)
 BL2003
 BL2003'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL2003'LAT/LON BY HANDHELD GPS (NAD83) N30 07 28.5  W095 36 00.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5626 ***********************************************************************
 AW5626  DESIGNATION -  L 1511
 AW5626  PID         -  AW5626
 AW5626  STATE/COUNTY-  TX/HARRIS
 AW5626  USGS QUAD   -  ALDINE (1995)
 AW5626
 AW5626                         *CURRENT SURVEY CONTROL
 AW5626  ___________________________________________________________________
 AW5626* NAD 83(1986)-  29 56 51.     (N)    095 28 03.     (W)     SCALED    
 AW5626* NAVD 88     -        31.229  (meters)     102.46   (feet)  ADJUSTED  
 AW5626  ___________________________________________________________________
 AW5626  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AW5626  DYNAMIC HT  -          31.187 (meters)     102.32  (feet)  COMP
 AW5626  MODELED GRAV-     979,294.3   (mgal)                       NAVD 88
 AW5626
 AW5626  VERT ORDER  -  FIRST     CLASS II
 AW5626
 AW5626.The horizontal coordinates were scaled from a topographic map and have
 AW5626.an estimated accuracy of +/- 6 seconds.
 AW5626
 AW5626.The orthometric height was determined by differential leveling
 AW5626.and adjusted by the National Geodetic Survey in June 1991..
 AW5626
 AW5626.The geoid height was determined by GEOID03.
 AW5626
 AW5626.The dynamic height is computed by dividing the NAVD 88
 AW5626.geopotential number by the normal gravity value computed on the
 AW5626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5626.degrees latitude (g = 980.6199 gals.).
 AW5626
 AW5626.The modeled gravity was interpolated from observed gravity values.
 AW5626
 AW5626;                    North         East    Units  Estimated Accuracy
 AW5626;SPC TXSC     - 4,239,460.      940,940.      MT  (+/- 180 meters Scaled)
 AW5626
 AW5626                          SUPERSEDED SURVEY CONTROL
 AW5626
 AW5626  NGVD 29 (12/23/87)   31.226  (m)          102.45   (f) ADJUSTED    1 2
 AW5626
 AW5626.Superseded values are not recommended for survey control.
 AW5626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5626.See file dsdata.txt to determine how the superseded data were derived.
 AW5626
 AW5626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP618155(NAD 83)
 AW5626_MARKER: I = METAL ROD
 AW5626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5626_SP_SET: STAINLESS STEEL ROD
 AW5626_STAMPING: L 1511 1987
 AW5626_MARK LOGO: NGS   
 AW5626_PROJECTION: FLUSH
 AW5626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW5626+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AW5626_ROD/PIPE-DEPTH: 7.6  meters
 AW5626
 AW5626  HISTORY     - Date     Condition        Report By
 AW5626  HISTORY     - 1987     MONUMENTED       NGS
 AW5626  HISTORY     - 20051012 GOOD             USPSQD
 AW5626
 AW5626                          STATION DESCRIPTION
 AW5626
 AW5626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5626'11.1 KM (6.9 MI) NE FROM NORTH HOUSTON.
 AW5626'0.4 KM (0.25 MI) SOUTHEAST ALONG STATE HIGHWAY 149 FROM ITS JUNCTION
 AW5626'WITH FAIRBANKS-NORTH HOUSTON ROAD IN NORTH HOUSTON, THENCE 6.4 KM (4.0
 AW5626'MI) NORTHERLY ALONG BAMMEL-NORTH HOUSTON ROAD, THENCE 4.3 KM (2.65 MI)
 AW5626'SOUTHEASTERLY ALONG VETERANS MEMORIAL DRIVE, OR 5.4 KM (3.35 MI)
 AW5626'WESTERLY ALONG FARM ROAD 525 FROM THE HIGH SCHOOL IN ALDINE, THENCE
 AW5626'2.0 KM (1.25 MI) NORTH ALONG INTERSTATE HIGHWAY 45 EAST FRONTAGE ROAD,
 AW5626'THENCE 4.8 KM (3.0 MI) WESTERLY ALONG GREENS AND GEARS ROAD, THENCE
 AW5626'0.2 KM (0.1 MI) NORTHWEST ALONG VETERANS MEMORIAL DRIVE, 23.9 M (78.4
 AW5626'FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 AW5626'DRIVE, 3.6 M (11.8 FT) NORTH OF THE NORTH CURB OF A DRIVEWAY, 1.0 M
 AW5626'(3.3 FT) SOUTH OF THE SOUTH EDGE OF THE HOUSTON COMMUNITY BANK PARKING
 AW5626'LOT, AND 0.8 M (2.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 AW5626'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5626'THE MARK IS ABOVE LEVEL WITH THE PARKING LOT.
 AW5626
 AW5626                          STATION RECOVERY (2005)
 AW5626
 AW5626'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW5626'FOUND AS DESCRIBED. GWS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW5617 ***********************************************************************
 AW5617  DESIGNATION -  L 1512
 AW5617  PID         -  AW5617
 AW5617  STATE/COUNTY-  TX/HARRIS
 AW5617  USGS QUAD   -  HARMASTON (1982)
 AW5617
 AW5617                         *CURRENT SURVEY CONTROL
 AW5617  ___________________________________________________________________
 AW5617* NAD 83(1986)-  29 59 56.     (N)    095 09 45.     (W)     SCALED    
 AW5617* NAVD 88     -        20.250  (meters)      66.44   (feet)  ADJUSTED  
 AW5617  ___________________________________________________________________
 AW5617  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AW5617  DYNAMIC HT  -          20.222 (meters)      66.34  (feet)  COMP
 AW5617  MODELED GRAV-     979,302.7   (mgal)                       NAVD 88
 AW5617
 AW5617  VERT ORDER  -  FIRST     CLASS II
 AW5617
 AW5617.The horizontal coordinates were scaled from a topographic map and have
 AW5617.an estimated accuracy of +/- 6 seconds.
 AW5617
 AW5617.The orthometric height was determined by differential leveling
 AW5617.and adjusted by the National Geodetic Survey in June 1991..
 AW5617
 AW5617.The geoid height was determined by GEOID03.
 AW5617
 AW5617.The dynamic height is computed by dividing the NAVD 88
 AW5617.geopotential number by the normal gravity value computed on the
 AW5617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW5617.degrees latitude (g = 980.6199 gals.).
 AW5617
 AW5617.The modeled gravity was interpolated from observed gravity values.
 AW5617
 AW5617;                    North         East    Units  Estimated Accuracy
 AW5617;SPC TXSC     - 4,246,080.      970,180.      MT  (+/- 180 meters Scaled)
 AW5617
 AW5617                          SUPERSEDED SURVEY CONTROL
 AW5617
 AW5617  NGVD 29 (12/23/87)   20.248  (m)           66.43   (f) ADJUSTED    1 2
 AW5617
 AW5617.Superseded values are not recommended for survey control.
 AW5617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW5617.See file dsdata.txt to determine how the superseded data were derived.
 AW5617
 AW5617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP914206(NAD 83)
 AW5617_MARKER: I = METAL ROD
 AW5617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AW5617_SP_SET: STAINLESS STEEL ROD
 AW5617_STAMPING: L 1512 1987
 AW5617_MARK LOGO: NGS   
 AW5617_PROJECTION: FLUSH
 AW5617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW5617_ROD/PIPE-DEPTH: 7.9  meters
 AW5617
 AW5617  HISTORY     - Date     Condition        Report By
 AW5617  HISTORY     - 1987     MONUMENTED       NGS
 AW5617  HISTORY     - 19990916 GOOD             USPSQD
 AW5617  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 AW5617
 AW5617                          STATION DESCRIPTION
 AW5617
 AW5617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AW5617'10.6 KM (6.6 MI) EAST FROM HUMBLE.
 AW5617'10.6 KM (6.6 MI) EASTERLY ALONG FARM ROAD 1960 BUSINESS AND FARM ROAD
 AW5617'1960 FROM ITS JUNCTION WITH U.S. HIGHWAY 59 IN HUMBLE, OR 10.1 KM
 AW5617'(6.25 MI) WESTERLY ALONG FARM ROAD 1960 FROM ITS JUNCTION WITH FARM
 AW5617'ROAD 2100 IN HUFFMAN, 31.4 M (103.0 FT) NORTH OF THE CENTERLINE OF THE
 AW5617'WEST BOUND LANES OF THE ROAD, 18.3 M (60.0 FT) NORTH OF THE SOUTH END
 AW5617'OF A HIGHWAY DIVIDER, 9.8 M (32.2 FT) EAST OF THE CENTERLINE OF THE
 AW5617'SOUTH BOUND LANES OF WEST LAKE HOUSTON PARKWAY, AND 6.6 M (21.7 FT)
 AW5617'WEST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE PARKWAY.
 AW5617'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AW5617'THE MARK IS 0.3 M ABOVE THE PARKWAY.
 AW5617
 AW5617                          STATION RECOVERY (1999)
 AW5617
 AW5617'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW5617'RECOVERED IN GOOD CONDITION.
 AW5617
 AW5617                          STATION RECOVERY (2004)
 AW5617
 AW5617'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW5617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2571 ***********************************************************************
 AX2571  DESIGNATION -  L 1515
 AX2571  PID         -  AX2571
 AX2571  STATE/COUNTY-  TX/JACKSON
 AX2571  USGS QUAD   -  LOUISE (1981)
 AX2571
 AX2571                         *CURRENT SURVEY CONTROL
 AX2571  ___________________________________________________________________
 AX2571* NAD 83(1986)-  29 04 11.     (N)    096 28 18.     (W)     SCALED    
 AX2571* NAVD 88     -        20.561  (meters)      67.46   (feet)  ADJUSTED  
 AX2571  ___________________________________________________________________
 AX2571  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX2571  DYNAMIC HT  -          20.532 (meters)      67.36  (feet)  COMP
 AX2571  MODELED GRAV-     979,222.6   (mgal)                       NAVD 88
 AX2571
 AX2571  VERT ORDER  -  FIRST     CLASS I
 AX2571
 AX2571.The horizontal coordinates were scaled from a topographic map and have
 AX2571.an estimated accuracy of +/- 6 seconds.
 AX2571
 AX2571.The orthometric height was determined by differential leveling
 AX2571.and adjusted by the National Geodetic Survey in June 1991..
 AX2571
 AX2571.The geoid height was determined by GEOID03.
 AX2571
 AX2571.The dynamic height is computed by dividing the NAVD 88
 AX2571.geopotential number by the normal gravity value computed on the
 AX2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2571.degrees latitude (g = 980.6199 gals.).
 AX2571
 AX2571.The modeled gravity was interpolated from observed gravity values.
 AX2571
 AX2571;                    North         East    Units  Estimated Accuracy
 AX2571;SPC TXSC     - 4,139,690.      846,140.      MT  (+/- 180 meters Scaled)
 AX2571
 AX2571                          SUPERSEDED SURVEY CONTROL
 AX2571
 AX2571  NGVD 29 (12/23/87)   20.569  (m)           67.48   (f) ADJUSTED    1 1
 AX2571
 AX2571.Superseded values are not recommended for survey control.
 AX2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2571.See file dsdata.txt to determine how the superseded data were derived.
 AX2571
 AX2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT461183(NAD 83)
 AX2571_MARKER: I = METAL ROD
 AX2571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AX2571_SP_SET: STAINLESS STEEL ROD
 AX2571_STAMPING: L 1515 1987
 AX2571_MARK LOGO: NGS   
 AX2571_PROJECTION: FLUSH
 AX2571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2571_ROD/PIPE-DEPTH: 6.7  meters
 AX2571
 AX2571  HISTORY     - Date     Condition        Report By
 AX2571  HISTORY     - 1987     MONUMENTED       NGS
 AX2571  HISTORY     - 19980725 MARK NOT FOUND   USPSQD
 AX2571
 AX2571                          STATION DESCRIPTION
 AX2571
 AX2571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AX2571'5.2 KM (3.25 MI) NE FROM GANADO.
 AX2571'2.06 KM (1.28 MI) NORTHEAST ALONG HIGHWAY LOOP 522 FROM THE JUNCTION
 AX2571'OF STATE HIGHWAY 172 IN GANADO, THENCE 3.15 KM (1.95 MI) NORTHEAST
 AX2571'ALONG US HIGHWAY 59, 22.5 METERS (74.0 FT) NORTHWEST OF THE CENTERLINE
 AX2571'OF HIGHWAY 59 SOUTHBOUND, 9.7 METERS (32.0 FT) SOUTHWEST OF THE
 AX2571'CENTERLINE OF THE SOUTHWESTMOST 1 OF 2 PRIVATE DRIVEWAYS, 0.7 METER
 AX2571'(2.5 FT) SOUTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 AX2571'THROUGH A 5-INCH LOGO CAP.
 AX2571'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 AX2571'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AX2571
 AX2571                          STATION RECOVERY (1998)
 AX2571
 AX2571'RECOVERY NOTE BY US POWER SQUADRON 1998
 AX2571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3144 ***********************************************************************
 AA3144  DESIGNATION -  L 1516
 AA3144  PID         -  AA3144
 AA3144  STATE/COUNTY-  TX/TARRANT
 AA3144  USGS QUAD   -  ARLINGTON (1981)
 AA3144
 AA3144                         *CURRENT SURVEY CONTROL
 AA3144  ___________________________________________________________________
 AA3144* NAD 83(1986)-  32 44 49.     (N)    097 03 47.     (W)     SCALED    
 AA3144* NAVD 88     -       172.386  (meters)     565.57   (feet)  ADJUSTED  
 AA3144  ___________________________________________________________________
 AA3144  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AA3144  DYNAMIC HT  -         172.187 (meters)     564.92  (feet)  COMP
 AA3144  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 AA3144
 AA3144  VERT ORDER  -  FIRST     CLASS II
 AA3144
 AA3144.The horizontal coordinates were scaled from a topographic map and have
 AA3144.an estimated accuracy of +/- 6 seconds.
 AA3144
 AA3144.The orthometric height was determined by differential leveling
 AA3144.and adjusted by the National Geodetic Survey in April 2001..
 AA3144
 AA3144.The geoid height was determined by GEOID03.
 AA3144
 AA3144.The dynamic height is computed by dividing the NAVD 88
 AA3144.geopotential number by the normal gravity value computed on the
 AA3144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3144.degrees latitude (g = 980.6199 gals.).
 AA3144
 AA3144.The modeled gravity was interpolated from observed gravity values.
 AA3144
 AA3144;                    North         East    Units  Estimated Accuracy
 AA3144;SPC TXNC     - 2,120,710.      734,650.      MT  (+/- 180 meters Scaled)
 AA3144
 AA3144                          SUPERSEDED SURVEY CONTROL
 AA3144
 AA3144.No superseded survey control is available for this station.
 AA3144
 AA3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB814248(NAD 83)
 AA3144_MARKER: DV = VERTICAL CONTROL DISK
 AA3144_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3144_SP_SET: PIER
 AA3144_STAMPING: L 1516 1994
 AA3144_MARK LOGO: NGS   
 AA3144_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3144+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3144
 AA3144  HISTORY     - Date     Condition        Report By
 AA3144  HISTORY     - 1994     MONUMENTED       NGS
 AA3144
 AA3144                          STATION DESCRIPTION
 AA3144
 AA3144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3144'IN ARLINGTON, AT THE INTERSECTION OF WATSON ROAD AND THE GREAT
 AA3144'SOUTHWEST RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 AA3144'SOUTHERLY OF 2 CONCRETE COLUMNS OF THE 1ST PIER EAST OF THE WEST
 AA3144'ABUTMENT OF THE RAILROAD OVERPASS OF THE ROAD AND STATE HIGHWAY 360,
 AA3144'6.3 M (20.7 FT) WEST OF THE ROAD CENTER, 2.0 M (6.6 FT) SOUTH OF THE
 AA3144'CENTER OF THE OVERPASS, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE
 AA3144'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0761 ***********************************************************************
 CE0761  DESIGNATION -  L 1517
 CE0761  PID         -  CE0761
 CE0761  STATE/COUNTY-  TX/EL PASO
 CE0761  USGS QUAD   -  YSLETA NW (1994)
 CE0761
 CE0761                         *CURRENT SURVEY CONTROL
 CE0761  ___________________________________________________________________
 CE0761* NAD 83(1986)-  31 44 21.     (N)    106 23 36.     (W)     SCALED    
 CE0761* NAVD 88     -      1123.703  (meters)    3686.68   (feet)  ADJUSTED  
 CE0761  ___________________________________________________________________
 CE0761  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0761  DYNAMIC HT  -        1121.992 (meters)    3681.07  (feet)  COMP
 CE0761  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 CE0761
 CE0761  VERT ORDER  -  FIRST     CLASS I
 CE0761
 CE0761.The horizontal coordinates were scaled from a topographic map and have
 CE0761.an estimated accuracy of +/- 6 seconds.
 CE0761
 CE0761.The orthometric height was determined by differential leveling
 CE0761.and adjusted by the National Geodetic Survey in November 1996..
 CE0761
 CE0761.The geoid height was determined by GEOID03.
 CE0761
 CE0761.The dynamic height is computed by dividing the NAVD 88
 CE0761.geopotential number by the normal gravity value computed on the
 CE0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0761.degrees latitude (g = 980.6199 gals.).
 CE0761
 CE0761.The modeled gravity was interpolated from observed gravity values.
 CE0761
 CE0761;                    North         East    Units  Estimated Accuracy
 CE0761;SPC TX C     - 3,245,390.      126,060.      MT  (+/- 180 meters Scaled)
 CE0761
 CE0761                          SUPERSEDED SURVEY CONTROL
 CE0761
 CE0761.No superseded survey control is available for this station.
 CE0761
 CE0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR680123(NAD 83)
 CE0761_MARKER: I = METAL ROD
 CE0761_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CE0761_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CE0761_STAMPING: L 1517 1993
 CE0761_MARK LOGO: NGS   
 CE0761_PROJECTION: RECESSED 5 CENTIMETERS
 CE0761_MAGNETIC: I = MARKER IS A STEEL ROD
 CE0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0761+SATELLITE: SATELLITE OBSERVATIONS - 1993
 CE0761_ROD/PIPE-DEPTH: 23.0 meters
 CE0761_SLEEVE-DEPTH  : 0.9 meters
 CE0761
 CE0761  HISTORY     - Date     Condition        Report By
 CE0761  HISTORY     - 1993     MONUMENTED       NGS
 CE0761
 CE0761                          STATION DESCRIPTION
 CE0761
 CE0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 CE0761'10.5 KM (6.50 MI) EASTERLY ALONG A LEVEE ROAD ALONG THE NORTH BANK OF
 CE0761'THE RIO GRANDE RIVER FROM THE EL PASO STREET INTERNATIONAL BRIDGE IN
 CE0761'EL PASO, 13.8 M (45.3 FT) SOUTHWEST OF AND LEVEL WITH THE CENTER OF
 CE0761'THE ROAD, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE ROAD, 1.6 M (5.2 FT)
 CE0761'WEST-SOUTHWEST OF THE EAST EDGE OF A METAL DOOR OF A SMALL BUILDING
 CE0761'HOUSING A USGS EXTENSIOMETER, AND 1.0 M (3.3 FT) SOUTHWEST OF THE
 CE0761'WEST CORNER OF THE BUILDING.  NOTE--ACCESS TO THE DATUM POINT IS
 CE0761'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 CE0761'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8441 ***********************************************************************
 AC8441  DESIGNATION -  L 1518
 AC8441  PID         -  AC8441
 AC8441  STATE/COUNTY-  TX/NUECES
 AC8441  USGS QUAD   -  PORT ARANSAS (1975)
 AC8441
 AC8441                         *CURRENT SURVEY CONTROL
 AC8441  ___________________________________________________________________
 AC8441* NAD 83(1986)-  27 47 09.     (N)    097 05 59.     (W)     SCALED    
 AC8441* NAVD 88     -         1.661  (meters)       5.45   (feet)  ADJUSTED  
 AC8441  ___________________________________________________________________
 AC8441  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AC8441  DYNAMIC HT  -           1.659 (meters)       5.44  (feet)  COMP
 AC8441  MODELED GRAV-     979,142.9   (mgal)                       NAVD 88
 AC8441
 AC8441  VERT ORDER  -  FIRST     CLASS II
 AC8441
 AC8441.The horizontal coordinates were scaled from a topographic map and have
 AC8441.an estimated accuracy of +/- 6 seconds.
 AC8441
 AC8441.The orthometric height was determined by differential leveling
 AC8441.and adjusted by the National Geodetic Survey in December 1997..
 AC8441
 AC8441.The geoid height was determined by GEOID03.
 AC8441
 AC8441.The dynamic height is computed by dividing the NAVD 88
 AC8441.geopotential number by the normal gravity value computed on the
 AC8441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8441.degrees latitude (g = 980.6199 gals.).
 AC8441
 AC8441.The modeled gravity was interpolated from observed gravity values.
 AC8441
 AC8441;                    North         East    Units  Estimated Accuracy
 AC8441;SPC TX S     - 5,235,560.      438,000.      MT  (+/- 180 meters Scaled)
 AC8441
 AC8441                          SUPERSEDED SURVEY CONTROL
 AC8441
 AC8441.No superseded survey control is available for this station.
 AC8441
 AC8441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR872749(NAD 83)
 AC8441_MARKER: I = METAL ROD
 AC8441_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8441_STAMPING: L 1518 1996
 AC8441_MARK LOGO: NGS   
 AC8441_PROJECTION: FLUSH
 AC8441_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8441+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC8441_ROD/PIPE-DEPTH: 19.8 meters
 AC8441_SLEEVE-DEPTH  : 0.9 meters
 AC8441
 AC8441  HISTORY     - Date     Condition        Report By
 AC8441  HISTORY     - 1996     MONUMENTED       NGS
 AC8441  HISTORY     - 20050820 GOOD             USPSQD
 AC8441
 AC8441                          STATION DESCRIPTION
 AC8441
 AC8441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC8441'5.9 KM (3.65 MI) SOUTHERLY ALONG ALISTER STREET AND STATE HIGHWAY 361
 AC8441'FROM THE POST OFFICE IN PORT ARANSAS, 23.7 M (77.8 FT) EAST OF THE
 AC8441'HIGHWAY CENTER, 10.5 M (34.4 FT) SOUTH OF A FIRE HYDRANT, 8.0 M (26.2
 AC8441'FT) SOUTHEAST OF A GAS METER, 3.9 M (12.8 FT) NORTH OF THE NORTHWEST
 AC8441'CORNER OF A CONCRETE PAD, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND
 AC8441'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE
 AC8441'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AC8441'MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS ON
 AC8441'PROPERTY OWNED BY THE PIONEER RV PARK, CONTACT--GREG SMITH--P.O.  BOX
 AC8441'1148, PORT ARANSAS, TX 78373, TELEPHONE NUMBER (512) 749-6248.
 AC8441
 AC8441                          STATION RECOVERY (2005)
 AC8441
 AC8441'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVS)
 AC8441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8403 ***********************************************************************
 AC8403  DESIGNATION -  L 1519
 AC8403  PID         -  AC8403
 AC8403  STATE/COUNTY-  TX/SAN PATRICIO
 AC8403  USGS QUAD   -  PORT INGLESIDE (1975)
 AC8403
 AC8403                         *CURRENT SURVEY CONTROL
 AC8403  ___________________________________________________________________
 AC8403* NAD 83(1986)-  27 51 44.     (N)    097 10 42.     (W)     SCALED    
 AC8403* NAVD 88     -         3.575  (meters)      11.73   (feet)  ADJUSTED  
 AC8403  ___________________________________________________________________
 AC8403  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AC8403  DYNAMIC HT  -           3.570 (meters)      11.71  (feet)  COMP
 AC8403  MODELED GRAV-     979,141.0   (mgal)                       NAVD 88
 AC8403
 AC8403  VERT ORDER  -  FIRST     CLASS II
 AC8403
 AC8403.The horizontal coordinates were scaled from a topographic map and have
 AC8403.an estimated accuracy of +/- 6 seconds.
 AC8403
 AC8403.The orthometric height was determined by differential leveling
 AC8403.and adjusted by the National Geodetic Survey in December 1997..
 AC8403
 AC8403.The geoid height was determined by GEOID03.
 AC8403
 AC8403.The dynamic height is computed by dividing the NAVD 88
 AC8403.geopotential number by the normal gravity value computed on the
 AC8403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8403.degrees latitude (g = 980.6199 gals.).
 AC8403
 AC8403.The modeled gravity was interpolated from observed gravity values.
 AC8403
 AC8403;                    North         East    Units  Estimated Accuracy
 AC8403;SPC TX S     - 5,243,940.      430,170.      MT  (+/- 180 meters Scaled)
 AC8403
 AC8403                          SUPERSEDED SURVEY CONTROL
 AC8403
 AC8403.No superseded survey control is available for this station.
 AC8403
 AC8403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR793832(NAD 83)
 AC8403_MARKER: I = METAL ROD
 AC8403_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8403_STAMPING: L 1519 1997
 AC8403_MARK LOGO: NGS   
 AC8403_PROJECTION: FLUSH
 AC8403_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8403+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8403_ROD/PIPE-DEPTH: 12.6 meters
 AC8403_SLEEVE-DEPTH  : 0.9 meters
 AC8403
 AC8403  HISTORY     - Date     Condition        Report By
 AC8403  HISTORY     - 1997     MONUMENTED       NGS
 AC8403
 AC8403                          STATION DESCRIPTION
 AC8403
 AC8403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8403'2.7 KM (1.65 MI) SOUTHERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AC8403'OFFICE IN ARANSAS PASS, THENCE 2.5 KM (1.55 MI) SOUTHERLY ALONG FARM
 AC8403'ROAD 2725, 36.6 M (120.1 FT) NORTHEAST OF THE CORNER OF A CHAIN-LINK
 AC8403'FENCE, 28.8 M (94.5 FT) WEST OF THE WEST CORNER OF A SHOP BUILDING,
 AC8403'14.8 M (48.6 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE, 1.2
 AC8403'M (3.9 FT) SOUTHWEST OF A UTILITY POLE, AND 0.3 M (1.0 FT) NORTHWEST
 AC8403'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC8403'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AC8403'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8503 ***********************************************************************
 AC8503  DESIGNATION -  L 1520
 AC8503  PID         -  AC8503
 AC8503  STATE/COUNTY-  TX/NUECES
 AC8503  USGS QUAD   -  CORPUS CHRISTI (1975)
 AC8503
 AC8503                         *CURRENT SURVEY CONTROL
 AC8503  ___________________________________________________________________
 AC8503* NAD 83(1986)-  27 45 13.     (N)    097 25 17.     (W)     SCALED    
 AC8503* NAVD 88     -        11.768  (meters)      38.61   (feet)  ADJUSTED  
 AC8503  ___________________________________________________________________
 AC8503  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AC8503  DYNAMIC HT  -          11.750 (meters)      38.55  (feet)  COMP
 AC8503  MODELED GRAV-     979,126.3   (mgal)                       NAVD 88
 AC8503
 AC8503  VERT ORDER  -  FIRST     CLASS II
 AC8503
 AC8503.The horizontal coordinates were scaled from a topographic map and have
 AC8503.an estimated accuracy of +/- 6 seconds.
 AC8503
 AC8503.The orthometric height was determined by differential leveling
 AC8503.and adjusted by the National Geodetic Survey in December 1997..
 AC8503
 AC8503.The geoid height was determined by GEOID03.
 AC8503
 AC8503.The dynamic height is computed by dividing the NAVD 88
 AC8503.geopotential number by the normal gravity value computed on the
 AC8503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8503.degrees latitude (g = 980.6199 gals.).
 AC8503
 AC8503.The modeled gravity was interpolated from observed gravity values.
 AC8503
 AC8503;                    North         East    Units  Estimated Accuracy
 AC8503;SPC TX S     - 5,231,680.      406,330.      MT  (+/- 180 meters Scaled)
 AC8503
 AC8503                          SUPERSEDED SURVEY CONTROL
 AC8503
 AC8503.No superseded survey control is available for this station.
 AC8503
 AC8503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR555709(NAD 83)
 AC8503_MARKER: DV = VERTICAL CONTROL DISK
 AC8503_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8503_SP_SET: PIER
 AC8503_STAMPING: L 1520 1997
 AC8503_MARK LOGO: NGS   
 AC8503_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8503+STABILITY: POSITION/ELEVATION WELL
 AC8503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8503+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AC8503
 AC8503  HISTORY     - Date     Condition        Report By
 AC8503  HISTORY     - 1997     MONUMENTED       NGS
 AC8503
 AC8503                          STATION DESCRIPTION
 AC8503
 AC8503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AC8503'IN CORPUS CHRISTI, AT THE INTERSECTION OF STATE HIGHWAY 286 AND HORNE
 AC8503'ROAD, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY OF 4
 AC8503'CONCRETE COLUMNS OF THE 1ST PIER SOUTH OF THE NORTH ABUTMENT OF THE
 AC8503'NORTHBOUND HIGHWAY OVERPASS OF THE ROAD, 8.2 M (26.9 FT) NORTH OF THE
 AC8503'CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, 8.1 M (26.6 FT) EAST OF
 AC8503'THE HIGHWAY CENTER, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0153 ***********************************************************************
 DN0153  DESIGNATION -  L 153
 DN0153  PID         -  DN0153
 DN0153  STATE/COUNTY-  TX/HUNT
 DN0153  USGS QUAD   -  GREENVILLE SE (1962)
 DN0153
 DN0153                         *CURRENT SURVEY CONTROL
 DN0153  ___________________________________________________________________
 DN0153* NAD 83(1986)-  33 03 06.     (N)    096 06 26.     (W)     SCALED    
 DN0153* NAVD 88     -       171.476  (meters)     562.58   (feet)  ADJUSTED  
 DN0153  ___________________________________________________________________
 DN0153  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 DN0153  DYNAMIC HT  -         171.288 (meters)     561.97  (feet)  COMP
 DN0153  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 DN0153
 DN0153  VERT ORDER  -  SECOND    CLASS 0
 DN0153
 DN0153.The horizontal coordinates were scaled from a topographic map and have
 DN0153.an estimated accuracy of +/- 6 seconds.
 DN0153
 DN0153.The orthometric height was determined by differential leveling
 DN0153.and adjusted by the National Geodetic Survey in June 1991..
 DN0153
 DN0153.The geoid height was determined by GEOID03.
 DN0153
 DN0153.The dynamic height is computed by dividing the NAVD 88
 DN0153.geopotential number by the normal gravity value computed on the
 DN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0153.degrees latitude (g = 980.6199 gals.).
 DN0153
 DN0153.The modeled gravity was interpolated from observed gravity values.
 DN0153
 DN0153;                    North         East    Units  Estimated Accuracy
 DN0153;SPC TXNC     - 2,156,130.      823,440.      MT  (+/- 180 meters Scaled)
 DN0153
 DN0153                          SUPERSEDED SURVEY CONTROL
 DN0153
 DN0153  NGVD 29 (??/??/92)  171.464  (m)          562.54   (f) ADJ UNCH    2 0
 DN0153
 DN0153.Superseded values are not recommended for survey control.
 DN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0153.See file dsdata.txt to determine how the superseded data were derived.
 DN0153
 DN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB701607(NAD 83)
 DN0153_MARKER: DB = BENCH MARK DISK
 DN0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0153_STAMPING: L 153 1933
 DN0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0153+STABILITY: SURFACE MOTION
 DN0153
 DN0153  HISTORY     - Date     Condition        Report By
 DN0153  HISTORY     - 1933     MONUMENTED       CGS
 DN0153  HISTORY     - 1945     GOOD             NGS
 DN0153  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 DN0153
 DN0153                          STATION DESCRIPTION
 DN0153
 DN0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0153'6.8 MI S FROM GREENVILLE.
 DN0153'6.8 MILES SOUTH OF, ALONG S.P. RY.  CONCRETE POST, AT HARLOW SIDING,
 DN0153'MILE 66.2,ILE 66.2, IN REAR OF W.H. ENABINETTE PLACE, 0.1 MILE SOUTH
 DN0153'OF SOUTHERLY SWITCH, 0.2 MILE EAST OF HARLOW SCHOOL, 40 FEET SOUTHWEST
 DN0153'OF LANE CROSSING, WEST OF CATTLE-GUARD NO. 66A, 8 FEET EAST OF EAST OF
 DN0153'NORTHWEST RIGHT OF WAY FENCE CORNER, 38 FEET WEST OF RAILROAD
 DN0153'CENTER-LINE.  TABLET ON TOP OF CONCRETE POST.
 DN0153
 DN0153                          STATION RECOVERY (1945)
 DN0153
 DN0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DN0153'RECOVERED IN GOOD CONDITION.
 DN0153
 DN0153                          STATION RECOVERY (1994)
 DN0153
 DN0153'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0563 ***********************************************************************
 DM0563  DESIGNATION -  L 154
 DM0563  PID         -  DM0563
 DM0563  STATE/COUNTY-  TX/LAMAR
 DM0563  USGS QUAD   -  BIARDSTOWN (1984)
 DM0563
 DM0563                         *CURRENT SURVEY CONTROL
 DM0563  ___________________________________________________________________
 DM0563* NAD 83(1986)-  33 34 13.     (N)    095 37 03.     (W)     SCALED    
 DM0563* NAVD 88     -       158.510  (meters)     520.04   (feet)  ADJUSTED  
 DM0563  ___________________________________________________________________
 DM0563  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DM0563  DYNAMIC HT  -         158.343 (meters)     519.50  (feet)  COMP
 DM0563  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 DM0563
 DM0563  VERT ORDER  -  SECOND    CLASS 0
 DM0563
 DM0563.The horizontal coordinates were scaled from a topographic map and have
 DM0563.an estimated accuracy of +/- 6 seconds.
 DM0563
 DM0563.The orthometric height was determined by differential leveling
 DM0563.and adjusted by the National Geodetic Survey in June 1991..
 DM0563
 DM0563.The geoid height was determined by GEOID03.
 DM0563
 DM0563.The dynamic height is computed by dividing the NAVD 88
 DM0563.geopotential number by the normal gravity value computed on the
 DM0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0563.degrees latitude (g = 980.6199 gals.).
 DM0563
 DM0563.The modeled gravity was interpolated from observed gravity values.
 DM0563
 DM0563;                    North         East    Units  Estimated Accuracy
 DM0563;SPC TXNC     - 2,214,770.      867,580.      MT  (+/- 180 meters Scaled)
 DM0563
 DM0563                          SUPERSEDED SURVEY CONTROL
 DM0563
 DM0563  NGVD 29 (??/??/92)  158.491  (m)          519.98   (f) ADJ UNCH    2 0
 DM0563
 DM0563.Superseded values are not recommended for survey control.
 DM0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0563.See file dsdata.txt to determine how the superseded data were derived.
 DM0563
 DM0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT570175(NAD 83)
 DM0563_MARKER: DB = BENCH MARK DISK
 DM0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0563_STAMPING: L 154 1933
 DM0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0563+STABILITY: SURFACE MOTION
 DM0563
 DM0563  HISTORY     - Date     Condition        Report By
 DM0563  HISTORY     - 1933     MONUMENTED       CGS
 DM0563  HISTORY     - 1942     GOOD             NGS
 DM0563  HISTORY     - 1977     GOOD             USGS
 DM0563  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 DM0563
 DM0563                          STATION DESCRIPTION
 DM0563
 DM0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0563'7.3 MI S FROM PARIS.
 DM0563'7.3 MILES SOUTH OF, ALONG TEXAS AND NEW ORLEANS R.R.  IN ATLAS.  3
 DM0563'FEET NORTH 3RD TELEGRAPH POLE NORTH OF MILEPOST 117.  54 FEET SOUTH OF
 DM0563'THE ATLAS AND AMBIE ROAD.  40 FEET EAST OF TRACK C.L.  4 FEET WEST OF
 DM0563'FENCE, IN RAILROAD RIGHT-OF-WAY.  TABLET SET IN TOP OF CONCRETE POST.
 DM0563
 DM0563                          STATION RECOVERY (1942)
 DM0563
 DM0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 DM0563'RECOVERED IN GOOD CONDITION.
 DM0563
 DM0563                          STATION RECOVERY (1977)
 DM0563
 DM0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DM0563'AT ATLAS, 150 FT. SOUTH ALONG COUNTY ROAD FROM X-ING OF OLD RAILROAD
 DM0563'GRADE 25 FT. WEST CENTERLINE ROAD, A STANDARD USC & GS DISK STAMPED
 DM0563'"519.938 L 154 1933" AND SET IN THE TOP OF A CONCRETE POST.
 DM0563
 DM0563                          STATION RECOVERY (1995)
 DM0563
 DM0563'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0407 ***********************************************************************
 DM0407  DESIGNATION -  L 155
 DM0407  PID         -  DM0407
 DM0407  STATE/COUNTY-  TX/RED RIVER
 DM0407  USGS QUAD   -  DEPORT (1964)
 DM0407
 DM0407                         *CURRENT SURVEY CONTROL
 DM0407  ___________________________________________________________________
 DM0407* NAD 83(1986)-  33 30 28.     (N)    095 17 14.     (W)     SCALED    
 DM0407* NAVD 88     -       130.305  (meters)     427.51   (feet)  ADJUSTED  
 DM0407  ___________________________________________________________________
 DM0407  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DM0407  DYNAMIC HT  -         130.168 (meters)     427.06  (feet)  COMP
 DM0407  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 DM0407
 DM0407  VERT ORDER  -  SECOND    CLASS 0
 DM0407
 DM0407.The horizontal coordinates were scaled from a topographic map and have
 DM0407.an estimated accuracy of +/- 6 seconds.
 DM0407
 DM0407.The orthometric height was determined by differential leveling
 DM0407.and adjusted by the National Geodetic Survey in June 1991..
 DM0407
 DM0407.The geoid height was determined by GEOID03.
 DM0407
 DM0407.The dynamic height is computed by dividing the NAVD 88
 DM0407.geopotential number by the normal gravity value computed on the
 DM0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0407.degrees latitude (g = 980.6199 gals.).
 DM0407
 DM0407.The modeled gravity was interpolated from observed gravity values.
 DM0407
 DM0407;                    North         East    Units  Estimated Accuracy
 DM0407;SPC TXNC     - 2,208,730.      898,440.      MT  (+/- 180 meters Scaled)
 DM0407
 DM0407                          SUPERSEDED SURVEY CONTROL
 DM0407
 DM0407  NGVD 29 (??/??/92)  130.301  (m)          427.50   (f) ADJ UNCH    2 0
 DM0407
 DM0407.Superseded values are not recommended for survey control.
 DM0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0407.See file dsdata.txt to determine how the superseded data were derived.
 DM0407
 DM0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STT875099(NAD 83)
 DM0407_MARKER: DB = BENCH MARK DISK
 DM0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0407_STAMPING: L 155 1933
 DM0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0407+STABILITY: SURFACE MOTION
 DM0407
 DM0407  HISTORY     - Date     Condition        Report By
 DM0407  HISTORY     - 1933     MONUMENTED       CGS
 DM0407  HISTORY     - 1962     POOR             USGS
 DM0407
 DM0407                          STATION DESCRIPTION
 DM0407
 DM0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0407'2.0 MI SE FROM DEPORT.
 DM0407'2.0 MILES SOUTHEAST OF, ALONG P. AND M. P. RY.  CONCRETE POST, MILE
 DM0407'18.7, 0.1 MILE NORTHWEST OF RY.  GRADE SUMMIT, 22 FEET SOUTHWEST OF
 DM0407'RAILROAD CENTER-LINE AND LANE CROSSING, ON BANK OF CUT, 15 FEET SOUTH
 DM0407'OF LANE CENTERLINE.  TABLET ON TOP OF CONCRETE POST.
 DM0407
 DM0407                          STATION RECOVERY (1962)
 DM0407
 DM0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DM0407'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0270 ***********************************************************************
 DM0270  DESIGNATION -  L 156
 DM0270  PID         -  DM0270
 DM0270  STATE/COUNTY-  TX/TITUS
 DM0270  USGS QUAD   -  HARVARD (1963)
 DM0270
 DM0270                         *CURRENT SURVEY CONTROL
 DM0270  ___________________________________________________________________
 DM0270* NAD 83(1986)-  33 07 19.     (N)    094 58 23.     (W)     SCALED    
 DM0270* NAVD 88     -       119.556  (meters)     392.24   (feet)  ADJUSTED  
 DM0270  ___________________________________________________________________
 DM0270  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DM0270  DYNAMIC HT  -         119.425 (meters)     391.81  (feet)  COMP
 DM0270  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 DM0270
 DM0270  VERT ORDER  -  SECOND    CLASS 0
 DM0270
 DM0270.The horizontal coordinates were scaled from a topographic map and have
 DM0270.an estimated accuracy of +/- 6 seconds.
 DM0270
 DM0270.The orthometric height was determined by differential leveling
 DM0270.and adjusted by the National Geodetic Survey in June 1991..
 DM0270
 DM0270.The geoid height was determined by GEOID03.
 DM0270
 DM0270.The dynamic height is computed by dividing the NAVD 88
 DM0270.geopotential number by the normal gravity value computed on the
 DM0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0270.degrees latitude (g = 980.6199 gals.).
 DM0270
 DM0270.The modeled gravity was interpolated from observed gravity values.
 DM0270
 DM0270;                    North         East    Units  Estimated Accuracy
 DM0270;SPC TXNC     - 2,166,900.      929,050.      MT  (+/- 180 meters Scaled)
 DM0270
 DM0270                          SUPERSEDED SURVEY CONTROL
 DM0270
 DM0270  NGVD 29 (??/??/92)  119.567  (m)          392.28   (f) ADJ UNCH    2 0
 DM0270
 DM0270.Superseded values are not recommended for survey control.
 DM0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0270.See file dsdata.txt to determine how the superseded data were derived.
 DM0270
 DM0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS159665(NAD 83)
 DM0270_MARKER: DB = BENCH MARK DISK
 DM0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM0270_SP_SET: CULVERT
 DM0270_STAMPING: L 156 1933
 DM0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM0270+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2003
 DM0270
 DM0270  HISTORY     - Date     Condition        Report By
 DM0270  HISTORY     - 1933     MONUMENTED       CGS
 DM0270  HISTORY     - 1935     GOOD             NGS
 DM0270  HISTORY     - 20030325 GOOD             INDIV
 DM0270
 DM0270                          STATION DESCRIPTION
 DM0270
 DM0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DM0270'2.7 MI S FROM MT PLEASANT.
 DM0270'2.7 MILES SOUTH OF.  ALONG ST. LOUIS SOUTHWESTERN RR. TO PITTSBURG. 8
 DM0270'TELEGRAPH POSTS SOUTH OF MILEPOST 482.  BETWEEN 4TH AND 5TH TEL. POSTS
 DM0270'NORTH OF (OLD STATE HIGHWAY NO. 65) A DIRT ROAD CROSSING TRACK. ABOUT
 DM0270'300 FEET WEST OF PRESENT HIGHWAY U.S. 271.  AT RAILROAD CULVERT MARKED
 DM0270'1928.  20 FEET EAST OF TRACK C.L.  TABLET CEMENTED IN TOP OF CONCRETE
 DM0270'HEADWALL ABOUT 9 FEET BELOW TRACK ELEVATION.
 DM0270
 DM0270                          STATION RECOVERY (1935)
 DM0270
 DM0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DM0270'RECOVERED IN GOOD CONDITION.
 DM0270
 DM0270                          STATION RECOVERY (2003)
 DM0270
 DM0270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 DM0270'LAT 33-07-20.2 LONG 94-28-23.9 NAD 83 BY GPS. ACCESS THROUGH PRIEFERT
 DM0270'SALES LOT,CONTACT PRIEFERT MANUFACTURING (903) 572-1741 FOR PERMISSION
 DM0270'TO ENTER AND A KEY TO GATE.
 DM0270' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0319 ***********************************************************************
 DM0319  DESIGNATION -  L 157
 DM0319  PID         -  DM0319
 DM0319  STATE/COUNTY-  TX/BOWIE
 DM0319  USGS QUAD   -  BASSETT (1975)
 DM0319
 DM0319                         *CURRENT SURVEY CONTROL
 DM0319  ___________________________________________________________________
 DM0319* NAD 83(1986)-  33 18 35.     (N)    094 32 12.     (W)     SCALED    
 DM0319* NAVD 88     -        85.157  (meters)     279.39   (feet)  ADJUSTED  
 DM0319  ___________________________________________________________________
 DM0319  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DM0319  DYNAMIC HT  -          85.065 (meters)     279.08  (feet)  COMP
 DM0319  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 DM0319
 DM0319  VERT ORDER  -  SECOND    CLASS 0
 DM0319
 DM0319.The horizontal coordinates were scaled from a topographic map and have
 DM0319.an estimated accuracy of +/- 6 seconds.
 DM0319
 DM0319.The orthometric height was determined by differential leveling
 DM0319.and adjusted by the National Geodetic Survey in June 1991..
 DM0319
 DM0319.The geoid height was determined by GEOID03.
 DM0319
 DM0319.The dynamic height is computed by dividing the NAVD 88
 DM0319.geopotential number by the normal gravity value computed on the
 DM0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0319.degrees latitude (g = 980.6199 gals.).
 DM0319
 DM0319.The modeled gravity was interpolated from observed gravity values.
 DM0319
 DM0319;                    North         East    Units  Estimated Accuracy
 DM0319;SPC TXNC     - 2,189,160.      968,960.      MT  (+/- 180 meters Scaled)
 DM0319
 DM0319                          SUPERSEDED SURVEY CONTROL
 DM0319
 DM0319  NGVD 29 (??/??/92)   85.169  (m)          279.43   (f) ADJ UNCH    2 0
 DM0319
 DM0319.Superseded values are not recommended for survey control.
 DM0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0319.See file dsdata.txt to determine how the superseded data were derived.
 DM0319
 DM0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS569866(NAD 83)
 DM0319_MARKER: DB = BENCH MARK DISK
 DM0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0319_SP_SET: ABUTMENT
 DM0319_STAMPING: L 157 1934
 DM0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0319
 DM0319  HISTORY     - Date     Condition        Report By
 DM0319  HISTORY     - 1934     MONUMENTED       CGS
 DM0319  HISTORY     - 1965     MARK NOT FOUND   USGS
 DM0319  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0319
 DM0319                          STATION DESCRIPTION
 DM0319
 DM0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0319'11.8 MI W FROM MAUD.
 DM0319'11.8 MILES WEST OF, ALONG ST.L.S.W.RY.  1.6 MILES EAST OF BASSETTS
 DM0319'SIDING, OPPOSITE 2ND TELEGRAPH POST WEST OF MILEPOST 449.  WEST END OF
 DM0319'TIMBER BRIDGE 88.  2 POSTS WEST OF PRIVATE ROAD CROSSING TRACK. TABLET
 DM0319'CEMENTED IN TOP OF CONCRETE ABUTMENT, ABOUT 8 FEET FROM TRACK C.L.
 DM0319'NOTE-- RAILROAD HAS BEEN REALIGNED, TRACKS HAVE BEEN RAISED AND BRIDGE
 DM0319'HAS BEEN COVERED WITH STONE.
 DM0319
 DM0319                          STATION RECOVERY (1965)
 DM0319
 DM0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DM0319'MARK NOT FOUND.
 DM0319
 DM0319                          STATION RECOVERY (1997)
 DM0319
 DM0319'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0065 ***********************************************************************
 CR0065  DESIGNATION -  L 159
 CR0065  PID         -  CR0065
 CR0065  STATE/COUNTY-  TX/HARRISON
 CR0065  USGS QUAD   -  MARSHALL EAST (1978)
 CR0065
 CR0065                         *CURRENT SURVEY CONTROL
 CR0065  ___________________________________________________________________
 CR0065* NAD 83(1986)-  32 36 59.     (N)    094 21 17.     (W)     SCALED    
 CR0065* NAVD 88     -        76.749  (meters)     251.80   (feet)  ADJUSTED  
 CR0065  ___________________________________________________________________
 CR0065  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CR0065  DYNAMIC HT  -          76.662 (meters)     251.52  (feet)  COMP
 CR0065  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 CR0065
 CR0065  VERT ORDER  -  SECOND    CLASS 0
 CR0065
 CR0065.The horizontal coordinates were scaled from a topographic map and have
 CR0065.an estimated accuracy of +/- 6 seconds.
 CR0065
 CR0065.The orthometric height was determined by differential leveling
 CR0065.and adjusted by the National Geodetic Survey in June 1991..
 CR0065
 CR0065.The geoid height was determined by GEOID03.
 CR0065
 CR0065.The dynamic height is computed by dividing the NAVD 88
 CR0065.geopotential number by the normal gravity value computed on the
 CR0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0065.degrees latitude (g = 980.6199 gals.).
 CR0065
 CR0065.The modeled gravity was interpolated from observed gravity values.
 CR0065
 CR0065;                    North         East    Units  Estimated Accuracy
 CR0065;SPC TXNC     - 2,112,990.      988,920.      MT  (+/- 180 meters Scaled)
 CR0065
 CR0065                          SUPERSEDED SURVEY CONTROL
 CR0065
 CR0065  NGVD 29 (??/??/92)   76.793  (m)          251.94   (f) ADJ UNCH    2 0
 CR0065
 CR0065.Superseded values are not recommended for survey control.
 CR0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0065.See file dsdata.txt to determine how the superseded data were derived.
 CR0065
 CR0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUS728095(NAD 83)
 CR0065_MARKER: DB = BENCH MARK DISK
 CR0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0065_STAMPING: L 159 1934
 CR0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0065+STABILITY: SURFACE MOTION
 CR0065
 CR0065  HISTORY     - Date     Condition        Report By
 CR0065  HISTORY     - 1934     MONUMENTED       CGS
 CR0065  HISTORY     - 1935     GOOD             NGS
 CR0065  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 CR0065  HISTORY     - 19980117 GOOD             USPSQD
 CR0065  HISTORY     - 20030614 GOOD             USPSQD
 CR0065
 CR0065                          STATION DESCRIPTION
 CR0065
 CR0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0065'4.7 MI N FROM MARSHALL.
 CR0065'4.7 MILES NORTH OF, ALONG TEXAS AND PACIFIC R.R.  ANDREWS SIDING,
 CR0065'OPPOSITE RY. SIGN OF.  BETWEEN 1ST AND 2ND TELEGRAPH POSTS NORTH OF
 CR0065'MILEPOST 62.  7 FEET NORTHWEST OF TELEPHONE POLE.  2 FEET INSIDE OF
 CR0065'RIGHT OF WAY FENCE AT PRIVATE ROAD CROSSING, AND 6 FEET SOUTH OF GATE.
 CR0065'47 FEET EAST OF TRACK C.L.  TABLET SET IN TOP OF CONCRETE POST.
 CR0065
 CR0065                          STATION RECOVERY (1935)
 CR0065
 CR0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CR0065'RECOVERED IN GOOD CONDITION.
 CR0065
 CR0065                          STATION RECOVERY (1988)
 CR0065
 CR0065'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGC)
 CR0065'MARK NOT FOUND.
 CR0065
 CR0065                          STATION RECOVERY (1998)
 CR0065
 CR0065'RECOVERY NOTE BY US POWER SQUADRON 1998
 CR0065'RECOVERED IN GOOD CONDITION.
 CR0065
 CR0065                          STATION RECOVERY (2003)
 CR0065
 CR0065'RECOVERY NOTE BY US POWER SQUADRON 2003 (WDW)
 CR0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0342 ***********************************************************************
 CC0342  DESIGNATION -  L 16
 CC0342  PID         -  CC0342
 CC0342  STATE/COUNTY-  TX/REEVES
 CC0342  USGS QUAD   -  PECOS WEST (1981)
 CC0342
 CC0342                         *CURRENT SURVEY CONTROL
 CC0342  ___________________________________________________________________
 CC0342* NAD 83(1986)-  31 23 30.     (N)    103 35 59.     (W)     SCALED    
 CC0342* NAVD 88     -       819.354  (meters)    2688.16   (feet)  ADJUSTED  
 CC0342  ___________________________________________________________________
 CC0342  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CC0342  DYNAMIC HT  -         818.152 (meters)    2684.22  (feet)  COMP
 CC0342  MODELED GRAV-     979,147.7   (mgal)                       NAVD 88
 CC0342
 CC0342  VERT ORDER  -  FIRST     CLASS II
 CC0342
 CC0342.The horizontal coordinates were scaled from a topographic map and have
 CC0342.an estimated accuracy of +/- 6 seconds.
 CC0342
 CC0342.The orthometric height was determined by differential leveling
 CC0342.and adjusted by the National Geodetic Survey in June 1991..
 CC0342
 CC0342.The geoid height was determined by GEOID03.
 CC0342
 CC0342.The dynamic height is computed by dividing the NAVD 88
 CC0342.geopotential number by the normal gravity value computed on the
 CC0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0342.degrees latitude (g = 980.6199 gals.).
 CC0342
 CC0342.The modeled gravity was interpolated from observed gravity values.
 CC0342
 CC0342;                    North         East    Units  Estimated Accuracy
 CC0342;SPC TX C     - 3,195,790.      389,400.      MT  (+/- 180 meters Scaled)
 CC0342
 CC0342                          SUPERSEDED SURVEY CONTROL
 CC0342
 CC0342  NGVD 29 (??/??/92)  819.180  (m)         2687.59   (f) ADJ UNCH    1 2
 CC0342
 CC0342.Superseded values are not recommended for survey control.
 CC0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0342.See file dsdata.txt to determine how the superseded data were derived.
 CC0342
 CC0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ331738(NAD 83)
 CC0342_MARKER: P = PIPE CAP
 CC0342_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CC0342_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CC0342_STAMPING: L 16 ELEV 2688.315 FT
 CC0342_PROJECTION: PROJECTING 45 CENTIMETERS
 CC0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CC0342
 CC0342  HISTORY     - Date     Condition        Report By
 CC0342  HISTORY     - UNK      MONUMENTED       CGS
 CC0342  HISTORY     - 1956     GOOD             NGS
 CC0342  HISTORY     - 1981     GOOD             NGS
 CC0342
 CC0342                          STATION DESCRIPTION
 CC0342
 CC0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CC0342'6.6 MI SW FROM PECOS.
 CC0342'6.6 MILES SOUTHWEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CC0342'STATION AT PECOS, 75 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 CC0342'80, 41 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 52 FEET SOUTHWEST OF THE
 CC0342'14TH POLE SOUTHWEST OF MILEPOST 653, 1.6 FEET NORTHEAST OF A WITNESS
 CC0342'POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.5
 CC0342'FEET ABOVE THE GROUND.
 CC0342
 CC0342                          STATION RECOVERY (1981)
 CC0342
 CC0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CC0342'7.8 KM (4.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM ITS
 CC0342'JUNCTION WITH STATE HIGHWAY 20 IN PECOS, 0.2 KM (0.15 MI) NORTHEAST
 CC0342'OF A PAVED ROAD CROSSING, 49.1 METERS (161.0 FT) NORTHEAST OF
 CC0342'MILE POST 35, 44.8 METERS (147.0 FT) NORTH-NORTHWEST OF THE CENTERLINE
 CC0342'OF THE WEST BOUND LANES OF THE HIGHWAY, 24.7 METERS (81.0 FT)
 CC0342'NORTH-NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD, 12.8 METERS
 CC0342'(41.9 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL OF THE MISSOURI PACIFIC
 CC0342'RAILROAD, 6.7 METERS (21.9 FT) WEST OF A UTILITY POLE, AND 0.5
 CC0342'METER (1.7 FT) NORTHEAST OF A 4X4 INCH WOODEN WITNESS POST.
 CC0342'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CC0342'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0747 ***********************************************************************
 BY0747  DESIGNATION -  L 16
 BY0747  PID         -  BY0747
 BY0747  STATE/COUNTY-  TX/ANGELINA
 BY0747  USGS QUAD   -  KELTYS (1980)
 BY0747
 BY0747                         *CURRENT SURVEY CONTROL
 BY0747  ___________________________________________________________________
 BY0747* NAD 83(1986)-  31 17 53.     (N)    094 52 06.     (W)     SCALED    
 BY0747* NAVD 88     -        55.00   (+/-2cm)     180.4    (feet)  VERTCON   
 BY0747  ___________________________________________________________________
 BY0747  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BY0747
 BY0747  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0747
 BY0747.The horizontal coordinates were scaled from a topographic map and have
 BY0747.an estimated accuracy of +/- 6 seconds.
 BY0747
 BY0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0747.The vertical order pertains to the NGVD 29 superseded value.
 BY0747
 BY0747.The geoid height was determined by GEOID03.
 BY0747
 BY0747;                    North         East    Units  Estimated Accuracy
 BY0747;SPC TX C     - 3,193,630.    1,220,040.      MT  (+/- 180 meters Scaled)
 BY0747
 BY0747                          SUPERSEDED SURVEY CONTROL
 BY0747
 BY0747  NGVD 29 (??/??/92)   55.050  (m)          180.61   (f) ADJ UNCH    2 0
 BY0747
 BY0747.Superseded values are not recommended for survey control.
 BY0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0747.See file dsdata.txt to determine how the superseded data were derived.
 BY0747
 BY0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ221641(NAD 83)
 BY0747_MARKER: DD = SURVEY DISK
 BY0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0747_STAMPING: L 16 P I
 BY0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0747+STABILITY: SURFACE MOTION
 BY0747
 BY0747  HISTORY     - Date     Condition        Report By
 BY0747  HISTORY     - UNK      MONUMENTED       DOD
 BY0747  HISTORY     - 1948     GOOD             NGS
 BY0747  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0747
 BY0747                          STATION DESCRIPTION
 BY0747
 BY0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY0747'8.45 MI W FROM APPLE SPRINGS.
 BY0747'8.1 MILES NORTHEAST ALONG STATE HIGHWAY NO. 94 FROM THE APPLE SPRINGS
 BY0747'LODGE AT APPLE SPRINGS, THENCE 0.25 MILE NORTHWEST ALONG A FARM ROAD
 BY0747'TO A CATTLE GUARD AND A Y ROAD JUNCTION WHICH IS AT THE FOOT OF A
 BY0747'HILL, THENCE 0.1 MILE WEST ALONG A WOODS ROAD, 60.0 FEET WEST OF THE
 BY0747'MOST WESTERLY POINT OF THE TRIANGLE FOR THE JUNCTION OF THE ROADS,
 BY0747'80.0 FEET EAST OF A POINT WHERE THE ROAD MAKES A SHARP TURN TO THE
 BY0747'NORTHWEST, 7.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 BY0747'EAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST PROJECTING 0.4
 BY0747'FOOT ABOVE THE GROUND.
 BY0747
 BY0747                          STATION RECOVERY (1998)
 BY0747
 BY0747'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0169 ***********************************************************************
 CR0169  DESIGNATION -  L 160
 CR0169  PID         -  CR0169
 CR0169  STATE/COUNTY-  TX/GREGG
 CR0169  USGS QUAD   -  KILGORE NE (1971)
 CR0169
 CR0169                         *CURRENT SURVEY CONTROL
 CR0169  ___________________________________________________________________
 CR0169* NAD 83(1986)-  32 27 30.     (N)    094 47 44.     (W)     SCALED    
 CR0169* NAVD 88     -        81.975  (meters)     268.95   (feet)  ADJUSTED  
 CR0169  ___________________________________________________________________
 CR0169  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CR0169  DYNAMIC HT  -          81.881 (meters)     268.64  (feet)  COMP
 CR0169  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 CR0169
 CR0169  VERT ORDER  -  SECOND    CLASS 0
 CR0169
 CR0169.The horizontal coordinates were scaled from a topographic map and have
 CR0169.an estimated accuracy of +/- 6 seconds.
 CR0169
 CR0169.The orthometric height was determined by differential leveling
 CR0169.and adjusted by the National Geodetic Survey in June 1991..
 CR0169
 CR0169.The geoid height was determined by GEOID03.
 CR0169
 CR0169.The dynamic height is computed by dividing the NAVD 88
 CR0169.geopotential number by the normal gravity value computed on the
 CR0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0169.degrees latitude (g = 980.6199 gals.).
 CR0169
 CR0169.The modeled gravity was interpolated from observed gravity values.
 CR0169
 CR0169;                    North         East    Units  Estimated Accuracy
 CR0169;SPC TXNC     - 2,093,930.      948,190.      MT  (+/- 180 meters Scaled)
 CR0169
 CR0169                          SUPERSEDED SURVEY CONTROL
 CR0169
 CR0169  NGVD 29 (??/??/92)   82.005  (m)          269.04   (f) ADJ UNCH    2 0
 CR0169
 CR0169.Superseded values are not recommended for survey control.
 CR0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0169.See file dsdata.txt to determine how the superseded data were derived.
 CR0169
 CR0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR312926(NAD 83)
 CR0169_MARKER: DB = BENCH MARK DISK
 CR0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0169_STAMPING: L 160 1934
 CR0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0169+STABILITY: SURFACE MOTION
 CR0169
 CR0169  HISTORY     - Date     Condition        Report By
 CR0169  HISTORY     - 1934     MONUMENTED       CGS
 CR0169  HISTORY     - 1971     MARK NOT FOUND   USGS
 CR0169
 CR0169                          STATION DESCRIPTION
 CR0169
 CR0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0169'4.9 MI SW FROM LONGVIEW.
 CR0169'4.9 MILES SOUTHWEST OF LONGVIEW JUNCTION, ALONG INT. GREAT NORTHERN
 CR0169'R.R.  FOOTES SWITCH AT MILEPOST 76.4.  15 FEET NORTH OF SIGN POST. 45
 CR0169'FEET NORTH WEST OF TRACK C.L.  TABLET SET IN TOP OF CONCRETE POST.
 CR0169
 CR0169                          STATION RECOVERY (1971)
 CR0169
 CR0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CR0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0461 ***********************************************************************
 CR0461  DESIGNATION -  L 161
 CR0461  PID         -  CR0461
 CR0461  STATE/COUNTY-  TX/CHEROKEE
 CR0461  USGS QUAD   -  TECULA (1973)
 CR0461
 CR0461                         *CURRENT SURVEY CONTROL
 CR0461  ___________________________________________________________________
 CR0461* NAD 83(1986)-  32 03 16.     (N)    095 09 04.     (W)     SCALED    
 CR0461* NAVD 88     -       106.511  (meters)     349.44   (feet)  ADJUSTED  
 CR0461  ___________________________________________________________________
 CR0461  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CR0461  DYNAMIC HT  -         106.384 (meters)     349.03  (feet)  COMP
 CR0461  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 CR0461
 CR0461  VERT ORDER  -  SECOND    CLASS 0
 CR0461
 CR0461.The horizontal coordinates were scaled from a topographic map and have
 CR0461.an estimated accuracy of +/- 6 seconds.
 CR0461
 CR0461.The orthometric height was determined by differential leveling
 CR0461.and adjusted by the National Geodetic Survey in June 1991..
 CR0461
 CR0461.The geoid height was determined by GEOID03.
 CR0461
 CR0461.The dynamic height is computed by dividing the NAVD 88
 CR0461.geopotential number by the normal gravity value computed on the
 CR0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0461.degrees latitude (g = 980.6199 gals.).
 CR0461
 CR0461.The modeled gravity was interpolated from observed gravity values.
 CR0461
 CR0461;                    North         East    Units  Estimated Accuracy
 CR0461;SPC TX C     - 3,276,110.    1,189,240.      MT  (+/- 180 meters Scaled)
 CR0461
 CR0461                          SUPERSEDED SURVEY CONTROL
 CR0461
 CR0461  NGVD 29 (??/??/92)  106.547  (m)          349.56   (f) ADJ UNCH    2 0
 CR0461
 CR0461.Superseded values are not recommended for survey control.
 CR0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0461.See file dsdata.txt to determine how the superseded data were derived.
 CR0461
 CR0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR969484(NAD 83)
 CR0461_MARKER: DB = BENCH MARK DISK
 CR0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0461_STAMPING: L-161 1934
 CR0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0461+STABILITY: SURFACE MOTION
 CR0461
 CR0461  HISTORY     - Date     Condition        Report By
 CR0461  HISTORY     - 1934     MONUMENTED       CGS
 CR0461  HISTORY     - 1973     MARK NOT FOUND   USGS
 CR0461
 CR0461                          STATION DESCRIPTION
 CR0461
 CR0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0461'6.7 MI SW FROM TROUP.
 CR0461'6.7 MILES SOUTHWEST OF, ALONG I. AND G.N.R.R. AT GOULD, 1000 FEET
 CR0461'NORTHEAST OF LIGHT SIGNALS MARKED 384 AND 385, 900 FEET SOUTHWEST OF
 CR0461'STATION MARKER, 80 FEET WEST OF POLE MARKED 38/20, 68 FEET SOUTHEAST
 CR0461'OF ROAD PARALLELING TRACKS AND 32 FEET NORTHWEST OF MAIN LINE TRACK.
 CR0461'TABLET SET IN A PRE CASTED POST STAMPED, L-161, 1934.
 CR0461
 CR0461                          STATION RECOVERY (1973)
 CR0461
 CR0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CR0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0511 ***********************************************************************
 CR0511  DESIGNATION -  L 162
 CR0511  PID         -  CR0511
 CR0511  STATE/COUNTY-  TX/ANDERSON
 CR0511  USGS QUAD   -  POYNOR (1984)
 CR0511
 CR0511                         *CURRENT SURVEY CONTROL
 CR0511  ___________________________________________________________________
 CR0511* NAD 83(1986)-  32 03 20.     (N)    095 32 57.     (W)     SCALED    
 CR0511* NAVD 88     -       113.092  (meters)     371.04   (feet)  ADJUSTED  
 CR0511  ___________________________________________________________________
 CR0511  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CR0511  DYNAMIC HT  -         112.958 (meters)     370.60  (feet)  COMP
 CR0511  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 CR0511
 CR0511  VERT ORDER  -  SECOND    CLASS 0
 CR0511
 CR0511.The horizontal coordinates were scaled from a topographic map and have
 CR0511.an estimated accuracy of +/- 6 seconds.
 CR0511
 CR0511.The orthometric height was determined by differential leveling
 CR0511.and adjusted by the National Geodetic Survey in June 1991..
 CR0511
 CR0511.The geoid height was determined by GEOID03.
 CR0511
 CR0511.The dynamic height is computed by dividing the NAVD 88
 CR0511.geopotential number by the normal gravity value computed on the
 CR0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0511.degrees latitude (g = 980.6199 gals.).
 CR0511
 CR0511.The modeled gravity was interpolated from observed gravity values.
 CR0511
 CR0511;                    North         East    Units  Estimated Accuracy
 CR0511;SPC TX C     - 3,274,550.    1,151,680.      MT  (+/- 180 meters Scaled)
 CR0511
 CR0511                          SUPERSEDED SURVEY CONTROL
 CR0511
 CR0511  NGVD 29 (??/??/92)  113.118  (m)          371.12   (f) ADJ UNCH    2 0
 CR0511
 CR0511.Superseded values are not recommended for survey control.
 CR0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0511.See file dsdata.txt to determine how the superseded data were derived.
 CR0511
 CR0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR593494(NAD 83)
 CR0511_MARKER: DB = BENCH MARK DISK
 CR0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0511_STAMPING: L-162 1934
 CR0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0511+STABILITY: SURFACE MOTION
 CR0511
 CR0511  HISTORY     - Date     Condition        Report By
 CR0511  HISTORY     - 1934     MONUMENTED       CGS
 CR0511
 CR0511                          STATION DESCRIPTION
 CR0511
 CR0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0511'18.8 MI NW FROM JACKSONVILLE.
 CR0511'18.8 MILES NORTHWEST OF, ALONG T. AND N.O.R.R.  15 1/2 POLE INTERVALS
 CR0511'WEST OF MILE POST 220, 125 FEET EAST OF A FARM ROAD CROSSING, 75 FEET
 CR0511'NORTH OF THE TRACK, AND 2 FEET SOUTH OF THE RIGHT A WAY FENCE. TABLET
 CR0511'SET IN A PRECASTED POST STAMPED, L-162, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0839 ***********************************************************************
 BY0839  DESIGNATION -  L 163
 BY0839  PID         -  BY0839
 BY0839  STATE/COUNTY-  TX/POLK
 BY0839  USGS QUAD   -  WAKEFIELD (1980)
 BY0839
 BY0839                         *CURRENT SURVEY CONTROL
 BY0839  ___________________________________________________________________
 BY0839* NAD 83(1986)-  31 06 32.     (N)    094 49 25.     (W)     SCALED    
 BY0839* NAVD 88     -        53.84   (+/-2cm)     176.6    (feet)  VERTCON   
 BY0839  ___________________________________________________________________
 BY0839  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BY0839
 BY0839  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0839
 BY0839.The horizontal coordinates were scaled from a topographic map and have
 BY0839.an estimated accuracy of +/- 6 seconds.
 BY0839
 BY0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0839.The vertical order pertains to the NGVD 29 superseded value.
 BY0839
 BY0839.The geoid height was determined by GEOID03.
 BY0839
 BY0839;                    North         East    Units  Estimated Accuracy
 BY0839;SPC TX C     - 3,172,890.    1,225,330.      MT  (+/- 180 meters Scaled)
 BY0839
 BY0839                          SUPERSEDED SURVEY CONTROL
 BY0839
 BY0839  NGVD 29 (??/??/92)   53.875  (m)          176.75   (f) ADJ UNCH    2 0
 BY0839
 BY0839.Superseded values are not recommended for survey control.
 BY0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0839.See file dsdata.txt to determine how the superseded data were derived.
 BY0839
 BY0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ260431(NAD 83)
 BY0839_MARKER: DB = BENCH MARK DISK
 BY0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY0839_SP_SET: CULVERT
 BY0839_STAMPING: L 163 1934
 BY0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY0839
 BY0839  HISTORY     - Date     Condition        Report By
 BY0839  HISTORY     - 1934     MONUMENTED       CGS
 BY0839  HISTORY     - 1948     GOOD             NGS
 BY0839  HISTORY     - 1963     MARK NOT FOUND   USGS
 BY0839
 BY0839                          STATION DESCRIPTION
 BY0839
 BY0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY0839'5.6 MI S FROM DIBOLL.
 BY0839'IN POLK COUNTY, 5.6 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS
 BY0839'RAILROAD FROM DIBOLL, ANGELINA COUNTY, 1.9 MILES SOUTHWEST OF NECHES
 BY0839'RIVER, AT MILEAGE 101.1, AT CULVERT 101 A, IN THE TOP OF THE SOUTHEAST
 BY0839'STONE WING WALL, AND 40 FEET EAST OF THE CENTERLINE OF THE TRACK. A
 BY0839'STANDARD DISK, STAMPED L 163 1934.
 BY0839
 BY0839                          STATION RECOVERY (1963)
 BY0839
 BY0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 BY0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0883 ***********************************************************************
 BL0883  DESIGNATION -  L 164
 BL0883  PID         -  BL0883
 BL0883  STATE/COUNTY-  TX/POLK
 BL0883  USGS QUAD   -  ONALASKA (1972)
 BL0883
 BL0883                         *CURRENT SURVEY CONTROL
 BL0883  ___________________________________________________________________
 BL0883* NAD 83(1986)-  30 47 57.     (N)    095 07 00.     (W)     SCALED    
 BL0883* NAVD 88     -        35.23   (+/-2cm)     115.6    (feet)  VERTCON   
 BL0883  ___________________________________________________________________
 BL0883  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL0883
 BL0883  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0883
 BL0883.The horizontal coordinates were scaled from a topographic map and have
 BL0883.an estimated accuracy of +/- 6 seconds.
 BL0883
 BL0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0883.The vertical order pertains to the NGVD 29 superseded value.
 BL0883
 BL0883.The geoid height was determined by GEOID03.
 BL0883
 BL0883;                    North         East    Units  Estimated Accuracy
 BL0883;SPC TX C     - 3,137,250.    1,199,020.      MT  (+/- 180 meters Scaled)
 BL0883
 BL0883                          SUPERSEDED SURVEY CONTROL
 BL0883
 BL0883  NGVD 29 (??/??/92)   35.245  (m)          115.63   (f) ADJ UNCH    2 0
 BL0883
 BL0883.Superseded values are not recommended for survey control.
 BL0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0883.See file dsdata.txt to determine how the superseded data were derived.
 BL0883
 BL0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ974092(NAD 83)
 BL0883_MARKER: DB = BENCH MARK DISK
 BL0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0883_STAMPING: L 164 1934 115.754
 BL0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0883+STABILITY: SURFACE MOTION
 BL0883
 BL0883  HISTORY     - Date     Condition        Report By
 BL0883  HISTORY     - 1934     MONUMENTED       CGS
 BL0883  HISTORY     - 1947     GOOD             NGS
 BL0883  HISTORY     - 1960     MARK NOT FOUND   USGS
 BL0883
 BL0883                          STATION DESCRIPTION
 BL0883
 BL0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0883'IN ONALASKA.
 BL0883'AT ONALASKA, 161.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GRAIN
 BL0883'ELEVATOR, 18.8 FEET WEST OF THE SOUTHWEST CORNER OF THE WACO,
 BL0883'BEAUMONT, TRINITY AND SABINE RAILWAY STATION, 10.1 FEET NORTH OF THE
 BL0883'NORTH RAIL OF THE NORTH TRACK, 5.0 FEET WEST SOUTHWEST OF A TELEPHONE
 BL0883'POLE, 1.0 FOOT SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 BL0883'POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BL0883
 BL0883                          STATION RECOVERY (1960)
 BL0883
 BL0883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 BL0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0042 ***********************************************************************
 BL0042  DESIGNATION -  L 165
 BL0042  PID         -  BL0042
 BL0042  STATE/COUNTY-  TX/TYLER
 BL0042  USGS QUAD   -  WOODVILLE (1984)
 BL0042
 BL0042                         *CURRENT SURVEY CONTROL
 BL0042  ___________________________________________________________________
 BL0042* NAD 83(1986)-  30 46 25.     (N)    094 22 51.     (W)     SCALED    
 BL0042* NAVD 88     -       100.80   (+/-2cm)     330.7    (feet)  VERTCON   
 BL0042  ___________________________________________________________________
 BL0042  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BL0042
 BL0042  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0042
 BL0042.The horizontal coordinates were scaled from a topographic map and have
 BL0042.an estimated accuracy of +/- 6 seconds.
 BL0042
 BL0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0042.The vertical order pertains to the NGVD 29 superseded value.
 BL0042
 BL0042.The geoid height was determined by GEOID03.
 BL0042
 BL0042;                    North         East    Units  Estimated Accuracy
 BL0042;SPC TX C     - 3,137,950.    1,269,490.      MT  (+/- 180 meters Scaled)
 BL0042
 BL0042                          SUPERSEDED SURVEY CONTROL
 BL0042
 BL0042  NGVD 29 (??/??/92)  100.79   (m)          330.7    (f) COMPUTED    2 0
 BL0042
 BL0042.Superseded values are not recommended for survey control.
 BL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0042.See file dsdata.txt to determine how the superseded data were derived.
 BL0042
 BL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ678053(NAD 83)
 BL0042_MARKER: DB = BENCH MARK DISK
 BL0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0042_STAMPING: L-165 1934
 BL0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0042+STABILITY: SURFACE MOTION
 BL0042
 BL0042  HISTORY     - Date     Condition        Report By
 BL0042  HISTORY     - 1934     MONUMENTED       CGS
 BL0042
 BL0042                          STATION DESCRIPTION
 BL0042
 BL0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0042'1.9 MI E FROM WOODVILLE.
 BL0042'60 FEET EAST OF SUMMIT OF SMALL HILL.  30 FEET SOUTH OF CENTER LINE OF
 BL0042'HIGHWAY NO. 45.  3 FEET SOUTH OF NORTHWEST CORNER OF GUS STALLISON
 BL0042'PLACE.  OPPOSITE WELL OF WILLIE WILLIFORD HOME.  BRONZE TABLET SET IN
 BL0042'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0043 ***********************************************************************
 BL0043  DESIGNATION -  L 165 RESET 1952
 BL0043  PID         -  BL0043
 BL0043  STATE/COUNTY-  TX/TYLER
 BL0043  USGS QUAD   -  WOODVILLE (1984)
 BL0043
 BL0043                         *CURRENT SURVEY CONTROL
 BL0043  ___________________________________________________________________
 BL0043* NAD 83(1986)-  30 46 25.     (N)    094 22 52.     (W)     SCALED    
 BL0043* NAVD 88     -       100.06   (+/-2cm)     328.3    (feet)  VERTCON   
 BL0043  ___________________________________________________________________
 BL0043  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BL0043
 BL0043  VERT ORDER  -  THIRD (See Below)
 BL0043
 BL0043.The horizontal coordinates were scaled from a topographic map and have
 BL0043.an estimated accuracy of +/- 6 seconds.
 BL0043
 BL0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0043.The vertical order pertains to the NGVD 29 superseded value.
 BL0043
 BL0043.The geoid height was determined by GEOID03.
 BL0043
 BL0043;                    North         East    Units  Estimated Accuracy
 BL0043;SPC TX C     - 3,137,950.    1,269,470.      MT  (+/- 180 meters Scaled)
 BL0043
 BL0043                          SUPERSEDED SURVEY CONTROL
 BL0043
 BL0043  NGVD 29 (??/??/??)  100.06   (m)          328.3    (f) RESET       3  
 BL0043
 BL0043.Superseded values are not recommended for survey control.
 BL0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0043.See file dsdata.txt to determine how the superseded data were derived.
 BL0043
 BL0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ678053(NAD 83)
 BL0043_MARKER: DB = BENCH MARK DISK
 BL0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0043_STAMPING: L 165 1952
 BL0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0043+STABILITY: SURFACE MOTION
 BL0043
 BL0043  HISTORY     - Date     Condition        Report By
 BL0043  HISTORY     - 1952     MONUMENTED       TXHD
 BL0043
 BL0043                          STATION DESCRIPTION
 BL0043
 BL0043'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1952
 BL0043'1.9 MI E FROM WOODVILLE.
 BL0043'1.9 MILES EAST ALONG OLD ABANDONED STATE HIGHWAY 45 (FARM-TO-MARKET
 BL0043'HIGHWAY 1746) FROM WOODVILLE, 60 FEET EAST OF THE SUMMIT OF A SMALL
 BL0043'HILL, AT SURVEY STATION 87+20, AND 40 FEET SOUTH OF THE CENTERLINE OF
 BL0043'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0436 ***********************************************************************
 BL0436  DESIGNATION -  L 166
 BL0436  PID         -  BL0436
 BL0436  STATE/COUNTY-  TX/SAN JACINTO
 BL0436  USGS QUAD   -  RAYBURN (1997)
 BL0436
 BL0436                         *CURRENT SURVEY CONTROL
 BL0436  ___________________________________________________________________
 BL0436* NAD 83(1986)-  30 29 56.     (N)    094 59 51.     (W)     SCALED    
 BL0436* NAVD 88     -        44.33   (+/-2cm)     145.4    (feet)  VERTCON   
 BL0436  ___________________________________________________________________
 BL0436  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BL0436
 BL0436  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0436
 BL0436.The horizontal coordinates were scaled from a topographic map and have
 BL0436.an estimated accuracy of +/- 6 seconds.
 BL0436
 BL0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0436.The vertical order pertains to the NGVD 29 superseded value.
 BL0436
 BL0436.The geoid height was determined by GEOID03.
 BL0436
 BL0436;                    North         East    Units  Estimated Accuracy
 BL0436;SPC TX C     - 3,104,540.    1,212,000.      MT  (+/- 180 meters Scaled)
 BL0436
 BL0436                          SUPERSEDED SURVEY CONTROL
 BL0436
 BL0436  NGVD 29 (??/??/92)   44.339  (m)          145.47   (f) ADJ UNCH    2 0
 BL0436
 BL0436.Superseded values are not recommended for survey control.
 BL0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0436.See file dsdata.txt to determine how the superseded data were derived.
 BL0436
 BL0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP082757(NAD 83)
 BL0436_MARKER: DB = BENCH MARK DISK
 BL0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0436_STAMPING: L 166 1934 145.590
 BL0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0436+STABILITY: SURFACE MOTION
 BL0436
 BL0436  HISTORY     - Date     Condition        Report By
 BL0436  HISTORY     - 1934     MONUMENTED       CGS
 BL0436  HISTORY     - 1947     GOOD             NGS
 BL0436  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0436  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 BL0436  HISTORY     - 20050708 MARK NOT FOUND   USPSQD
 BL0436
 BL0436                          STATION DESCRIPTION
 BL0436
 BL0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BL0436'IN SHEPHERD.
 BL0436'AT SHEPHERD, ON THE TEXAS AND NEW ORLEANS RAILROAD, 84.8 FEET SOUTH OF
 BL0436'THE SOUTHEAST CORNER OF THE STATION, 28.4 FEET WEST OF AND ABOUT LEVEL
 BL0436'WITH THE CENTER LINE OF THE MAIN TRACK, 22.0 FEET SOUTHWEST OF A
 BL0436'CROSSING SIGN, 8.7 FEET SOUTH OF A TELEPHONE POLE AND 1.0 FOOT EAST OF
 BL0436'A 4 X 4 INCH MARKER POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 4
 BL0436'INCHES BELOW THE SURFACE OF THE GROUND.
 BL0436
 BL0436                          STATION RECOVERY (1977)
 BL0436
 BL0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0436'MARK NOT FOUND.
 BL0436
 BL0436                          STATION RECOVERY (2004)
 BL0436
 BL0436'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0436'MARK NOT FOUND.
 BL0436
 BL0436                          STATION RECOVERY (2005)
 BL0436
 BL0436'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0461 ***********************************************************************
 BL0461  DESIGNATION -  L 167
 BL0461  PID         -  BL0461
 BL0461  STATE/COUNTY-  TX/LIBERTY
 BL0461  USGS QUAD   -  ARIZONA CREEK (1984)
 BL0461
 BL0461                         *CURRENT SURVEY CONTROL
 BL0461  ___________________________________________________________________
 BL0461* NAD 83(1986)-  30 17 43.     (N)    094 44 58.     (W)     SCALED    
 BL0461* NAVD 88     -        31.61   (+/-2cm)     103.7    (feet)  VERTCON   
 BL0461  ___________________________________________________________________
 BL0461  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BL0461
 BL0461  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0461
 BL0461.The horizontal coordinates were scaled from a topographic map and have
 BL0461.an estimated accuracy of +/- 6 seconds.
 BL0461
 BL0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0461.The vertical order pertains to the NGVD 29 superseded value.
 BL0461
 BL0461.The geoid height was determined by GEOID03.
 BL0461
 BL0461;                    North         East    Units  Estimated Accuracy
 BL0461;SPC TX C     - 3,083,160.    1,236,920.      MT  (+/- 180 meters Scaled)
 BL0461
 BL0461                          SUPERSEDED SURVEY CONTROL
 BL0461
 BL0461  NGVD 29 (??/??/92)   31.613  (m)          103.72   (f) ADJ UNCH    2 0
 BL0461
 BL0461.Superseded values are not recommended for survey control.
 BL0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0461.See file dsdata.txt to determine how the superseded data were derived.
 BL0461
 BL0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP317528(NAD 83)
 BL0461_MARKER: DB = BENCH MARK DISK
 BL0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0461_STAMPING: 103.845 L 167 1934
 BL0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0461+STABILITY: SURFACE MOTION
 BL0461
 BL0461  HISTORY     - Date     Condition        Report By
 BL0461  HISTORY     - 1934     MONUMENTED       CGS
 BL0461  HISTORY     - 1954     GOOD             USGS
 BL0461
 BL0461                          STATION DESCRIPTION
 BL0461
 BL0461'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 BL0461'12.5 MI S FROM RYE.
 BL0461'TO REACH FROM THE POST OFFICE AT RYE, GO SOUTH 10.2 MILES ON STATE
 BL0461'HIGHWAY 146 TO A SHELL ROAD LEADING WEST, THENCE ABOUT 350 FEET WEST
 BL0461'ALONG THE SHELL ROAD.  ON THE OLD HIGHWAY, 34 FEET SOUTH OF THE SHELL
 BL0461'ROAD, AND 34 FEET WEST OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1139 ***********************************************************************
 AW1139  DESIGNATION -  L 169
 AW1139  PID         -  AW1139
 AW1139  STATE/COUNTY-  TX/GALVESTON
 AW1139  USGS QUAD   -  VIRGINIA POINT (1994)
 AW1139
 AW1139                         *CURRENT SURVEY CONTROL
 AW1139  ___________________________________________________________________
 AW1139* NAD 83(1986)-  29 22 20.     (N)    094 54 34.     (W)     SCALED    
 AW1139* NAVD 88     -         1.29   (+/-2cm)       4.2    (feet)  VERTCON   
 AW1139  ___________________________________________________________________
 AW1139  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AW1139
 AW1139  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1139
 AW1139.The horizontal coordinates were scaled from a topographic map and have
 AW1139.an estimated accuracy of +/- 6 seconds.
 AW1139
 AW1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1139.The vertical order pertains to the NGVD 29 superseded value.
 AW1139
 AW1139.The geoid height was determined by GEOID03.
 AW1139
 AW1139;                    North         East    Units  Estimated Accuracy
 AW1139;SPC TXSC     - 4,177,490.      997,010.      MT  (+/- 180 meters Scaled)
 AW1139
 AW1139                          SUPERSEDED SURVEY CONTROL
 AW1139
 AW1139  NGVD 29 (??/??/92)    1.290  (m)            4.23   (f) ADJ UNCH    1 1
 AW1139
 AW1139.Superseded values are not recommended for survey control.
 AW1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1139.See file dsdata.txt to determine how the superseded data were derived.
 AW1139
 AW1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN146507(NAD 83)
 AW1139_MARKER: DB = BENCH MARK DISK
 AW1139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW1139_SP_SET: CULVERT
 AW1139_STAMPING: L 169 1936 ELEV. 7.503 FT.
 AW1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1139
 AW1139  HISTORY     - Date     Condition        Report By
 AW1139  HISTORY     - 1936     MONUMENTED       CGS
 AW1139  HISTORY     - 1973     GOOD             NGS
 AW1139  HISTORY     - 1976     GOOD             NGS
 AW1139  HISTORY     - 1976     GOOD             NGS
 AW1139  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1139  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW1139  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 AW1139  HISTORY     - 20031216 MARK NOT FOUND   USPSQD
 AW1139  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 AW1139
 AW1139                          STATION DESCRIPTION
 AW1139
 AW1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1139'1.2 MI S FROM TEXAS CITY.
 AW1139'1.2 MILES SOUTH AND SOUTHWEST ALONG LOOP 197 (6TH STREET) FROM THE
 AW1139'POST OFFICE AT TEXAS CITY, AT THE CROSSING OF A SPUR RAILROAD TRACK
 AW1139'NORTH TO MARATON OIL COMPANY, IN THE TOP AND 0.6 FOOT SOUTH OF THE
 AW1139'NORTH END OF THE WEST CONCRETE HEADWALL OF A 4-CHANNEL PIPE CULVERT
 AW1139'UNDER THE RAILROAD, 36 FEET SOUTHEAST OF THE CENTER LINE OF A ROADWAY,
 AW1139'9.0 FEET WEST OF THE WEST RAIL, 93.9 FEET SOUTHEAST AND ACROSS THE
 AW1139'ROADWAY FROM THE SOUTH CORNER OF A BRICK BUILDING OF THE MARATON OIL
 AW1139'COMPANY TEXAS REFINING DIVISION, AND ABOUT 1/2 FOOT HIGHER THAN THE
 AW1139'ROAD.
 AW1139
 AW1139                          STATION RECOVERY (1976)
 AW1139
 AW1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1139'RECOVERED IN GOOD CONDITION.
 AW1139
 AW1139                          STATION RECOVERY (1976)
 AW1139
 AW1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1139'RECOVERED IN GOOD CONDITION.
 AW1139
 AW1139                          STATION RECOVERY (1978)
 AW1139
 AW1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1139'NOT RECOVERED.  NOTE=A NEW ROAD IS BEING BUILT AND THE HEADWALL
 AW1139'IS GONE.
 AW1139
 AW1139                          STATION RECOVERY (1987)
 AW1139
 AW1139'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1139'MARK NOT FOUND.
 AW1139
 AW1139                          STATION RECOVERY (1999)
 AW1139
 AW1139'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW1139'MARK NOT FOUND.
 AW1139
 AW1139                          STATION RECOVERY (2003)
 AW1139
 AW1139'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1139'MARK NOT FOUND.
 AW1139
 AW1139                          STATION RECOVERY (2005)
 AW1139
 AW1139'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0748 ***********************************************************************
 BY0748  DESIGNATION -  L 17
 BY0748  PID         -  BY0748
 BY0748  STATE/COUNTY-  TX/ANGELINA
 BY0748  USGS QUAD   -  KELTYS (1980)
 BY0748
 BY0748                         *CURRENT SURVEY CONTROL
 BY0748  ___________________________________________________________________
 BY0748* NAD 83(1986)-  31 17 56.     (N)    094 52 12.     (W)     SCALED    
 BY0748* NAVD 88     -        55.16   (+/-2cm)     181.0    (feet)  VERTCON   
 BY0748  ___________________________________________________________________
 BY0748  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BY0748
 BY0748  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0748
 BY0748.The horizontal coordinates were scaled from a topographic map and have
 BY0748.an estimated accuracy of +/- 6 seconds.
 BY0748
 BY0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0748.The vertical order pertains to the NGVD 29 superseded value.
 BY0748
 BY0748.The geoid height was determined by GEOID03.
 BY0748
 BY0748;                    North         East    Units  Estimated Accuracy
 BY0748;SPC TX C     - 3,193,710.    1,219,870.      MT  (+/- 180 meters Scaled)
 BY0748
 BY0748                          SUPERSEDED SURVEY CONTROL
 BY0748
 BY0748  NGVD 29 (??/??/92)   55.208  (m)          181.13   (f) ADJ UNCH    2 0
 BY0748
 BY0748.Superseded values are not recommended for survey control.
 BY0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0748.See file dsdata.txt to determine how the superseded data were derived.
 BY0748
 BY0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ220642(NAD 83)
 BY0748_MARKER: DD = SURVEY DISK
 BY0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0748_STAMPING: L 17 P I
 BY0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0748+STABILITY: SURFACE MOTION
 BY0748
 BY0748  HISTORY     - Date     Condition        Report By
 BY0748  HISTORY     - UNK      MONUMENTED       DOD
 BY0748  HISTORY     - 1948     GOOD             NGS
 BY0748  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0748
 BY0748                          STATION DESCRIPTION
 BY0748
 BY0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 BY0748'8.55 MI W FROM APPLE SPRINGS.
 BY0748'8.1 MILES NORTHEAST ALONG STATE HIGHWAY NO. 94 FROM THE APPLE SPRINGS
 BY0748'LODGE AT APPLE SPRINGS, THENCE 0.25 MILE NORTHWEST ALONG A FARM ROAD
 BY0748'TO A CATTLE GUARD AND A Y ROAD JUNCTION WHICH IS AT THE FOOT OF A
 BY0748'HILL, THENCE 0.2 MILE WEST AND NORTHWEST ALONG A WOODS ROAD, 390.0
 BY0748'FEET NORTHEAST ACROSS THE ROAD AND A CLEARING FROM A 20-INCH SWEET GUM
 BY0748'TREE WHICH HAS A TRIANGULAR BLAZE AND WHICH IS NEAR THE POINT WHERE
 BY0748'ROAD MAKES A SHARP TURN TO THE WEST, APPROXIMATELY 200.0 FEET NORTH OF
 BY0748'A PROMINENT 20-INCH ASH TREE WHICH IS ON THE NORTHEAST SIDE OF A
 BY0748'CLEARING AND WHICH HAS A TRIANGULAR BLAZE ON THE SOUTHWEST SIDE, ABOUT
 BY0748'90.0 FEET WEST OF THE MOUTH OF A 2-FOOT DEEP RAVINE LEADING ALONG THE
 BY0748'SOUTHEAST SIDE OF A DIM WOODS TRAIL, IN A WOODED AREA, IN THE MIDDLE
 BY0748'OF A DIM LITTLE-USED WOODS ROAD, 12.5 FEET SOUTH OF A BLAZED 12-INCH
 BY0748'OAK TREE, 14.5 FEET NORTHWEST OF A BLAZED 10-INCH OAK TREE, 15.8 FEET
 BY0748'NORTHEAST OF A BLAZED 12-INCH OAK TREE, SET IN TOP OF A CONCRETE POST
 BY0748'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0748
 BY0748                          STATION RECOVERY (1998)
 BY0748
 BY0748'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1552 ***********************************************************************
 AW1552  DESIGNATION -  L 170 RESET
 AW1552  PID         -  AW1552
 AW1552  STATE/COUNTY-  TX/HARRIS
 AW1552  USGS QUAD   -  LA PORTE (1982)
 AW1552
 AW1552                         *CURRENT SURVEY CONTROL
 AW1552  ___________________________________________________________________
 AW1552* NAD 83(1986)-  29 40 18.     (N)    095 00 17.     (W)     SCALED    
 AW1552* NAVD 88     -         4.937  (meters)      16.20   (feet)  ADJUSTED  
 AW1552  ___________________________________________________________________
 AW1552  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AW1552  DYNAMIC HT  -           4.930 (meters)      16.17  (feet)  COMP
 AW1552  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 AW1552
 AW1552  VERT ORDER  -  FIRST     CLASS II
 AW1552
 AW1552.The horizontal coordinates were scaled from a topographic map and have
 AW1552.an estimated accuracy of +/- 6 seconds.
 AW1552
 AW1552.The orthometric height was determined by differential leveling
 AW1552.and adjusted by the National Geodetic Survey in June 1991..
 AW1552
 AW1552.The geoid height was determined by GEOID03.
 AW1552
 AW1552.The dynamic height is computed by dividing the NAVD 88
 AW1552.geopotential number by the normal gravity value computed on the
 AW1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1552.degrees latitude (g = 980.6199 gals.).
 AW1552
 AW1552.The modeled gravity was interpolated from observed gravity values.
 AW1552
 AW1552;                    North         East    Units  Estimated Accuracy
 AW1552;SPC TXSC     - 4,210,340.      986,630.      MT  (+/- 180 meters Scaled)
 AW1552
 AW1552                          SUPERSEDED SURVEY CONTROL
 AW1552
 AW1552  NGVD 29 (12/23/87)    4.934  (m)           16.19   (f) ADJUSTED    1 2
 AW1552
 AW1552.Superseded values are not recommended for survey control.
 AW1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1552.See file dsdata.txt to determine how the superseded data were derived.
 AW1552
 AW1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN059840(NAD 83)
 AW1552_MARKER: DB = BENCH MARK DISK
 AW1552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW1552_SP_SET: BRIDGE GUARDRAIL
 AW1552_STAMPING: L 170 RESET 1953
 AW1552_MARK LOGO: CGS   
 AW1552_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1552+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2003
 AW1552
 AW1552  HISTORY     - Date     Condition        Report By
 AW1552  HISTORY     - 1953     MONUMENTED       CGS
 AW1552  HISTORY     - 1973     GOOD             NGS
 AW1552  HISTORY     - 1978     GOOD             NGS
 AW1552  HISTORY     - 1983     GOOD             NGS
 AW1552  HISTORY     - 1987     GOOD             USPSQD
 AW1552  HISTORY     - 1987     GOOD             USPSQD
 AW1552  HISTORY     - 1987     GOOD             USPSQD
 AW1552  HISTORY     - 1987     GOOD             USPSQD
 AW1552  HISTORY     - 1987     GOOD             USPSQD
 AW1552  HISTORY     - 1987     GOOD             USPSQD
 AW1552  HISTORY     - 1987     GOOD             USPSQD
 AW1552  HISTORY     - 1987     GOOD             NGS
 AW1552  HISTORY     - 19870120 GOOD             USPSQD
 AW1552  HISTORY     - 1988     GOOD             USPSQD
 AW1552  HISTORY     - 1988     GOOD             USPSQD
 AW1552  HISTORY     - 1988     GOOD             USPSQD
 AW1552  HISTORY     - 1988     GOOD             USPSQD
 AW1552  HISTORY     - 1988     GOOD             USPSQD
 AW1552  HISTORY     - 1988     GOOD             USPSQD
 AW1552  HISTORY     - 1988     GOOD             USPSQD
 AW1552  HISTORY     - 1988     GOOD             USPSQD
 AW1552  HISTORY     - 1988     GOOD             USPSQD
 AW1552  HISTORY     - 1988     GOOD             USPSQD
 AW1552  HISTORY     - 1988     GOOD             USPSQD
 AW1552  HISTORY     - 1988     GOOD             USPSQD
 AW1552  HISTORY     - 19880202 GOOD             LOCENG
 AW1552  HISTORY     - 1989     GOOD             USPSQD
 AW1552  HISTORY     - 1989     GOOD             USPSQD
 AW1552  HISTORY     - 1989     GOOD             USPSQD
 AW1552  HISTORY     - 1989     GOOD             USPSQD
 AW1552  HISTORY     - 1989     GOOD             USPSQD
 AW1552  HISTORY     - 1989     GOOD             USPSQD
 AW1552  HISTORY     - 1989     GOOD             USPSQD
 AW1552  HISTORY     - 1990     GOOD             USPSQD
 AW1552  HISTORY     - 19931122 GOOD             USPSQD
 AW1552  HISTORY     - 20000311 GOOD             USPSQD
 AW1552  HISTORY     - 20010331 GOOD             NGS
 AW1552  HISTORY     - 20031126 GOOD             USPSQD
 AW1552
 AW1552                          STATION DESCRIPTION
 AW1552
 AW1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1552'0.95 MI NE FROM LA PORTE.
 AW1552'ABOUT 0.95 MILE NORTHEAST ALONG E. MAIN ST. FROM THE INTERSECTION OF
 AW1552'E. MAIN MAIN ST. - BROADWAY AND SAN JACINTO AVE. AT LA PORTE, ABOUT
 AW1552'315 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF E. MAIN ST.
 AW1552'AND SOUTH WILSON ST., AT A SMALL, 17-FOOT LONG CONCRETE BRIDGE, ABOUT
 AW1552'17 FEET SOUTHEAST OF THE CENTER LINE OF E. MAIN ST., SET IN THE TOP OF
 AW1552'THE NORTHEAST END OF THE SOUTHEAST CONCRETE FOUNDATION OF A GUARD
 AW1552'RAILING.
 AW1552
 AW1552                          STATION RECOVERY (1978)
 AW1552
 AW1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1983)
 AW1552
 AW1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1987)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1987 (MGB)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1987)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWT)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1987)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1987)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1987 (WMR)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1987)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAS)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1987)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1987 (MA)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1987)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1987 (AS)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1987)
 AW1552
 AW1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1987)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1988)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1988)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (JOB)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1988)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1988)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1988)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCM)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1988)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (KR)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1988)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAS)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1988)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWS)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1988)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1988)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (BMS)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1988)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (LGS)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1988)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1988)
 AW1552
 AW1552'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1989)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1989)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1989)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1989)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1989 (ET)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1989)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1989)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1989 (GB)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1989)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1990)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1990 (MTA)
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (1993)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (2000)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1552'RECOVERED IN GOOD CONDITION.
 AW1552
 AW1552                          STATION RECOVERY (2001)
 AW1552
 AW1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW1552'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW1552
 AW1552                          STATION RECOVERY (2003)
 AW1552
 AW1552'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW1552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2586 ***********************************************************************
 AW2586  DESIGNATION -  L 171
 AW2586  PID         -  AW2586
 AW2586  STATE/COUNTY-  TX/GALVESTON
 AW2586  USGS QUAD   -  FLAKE (1994)
 AW2586
 AW2586                         *CURRENT SURVEY CONTROL
 AW2586  ___________________________________________________________________
 AW2586* NAD 83(1986)-  29 24 54.     (N)    094 42 38.     (W)     SCALED    
 AW2586* NAVD 88     -         2.54   (+/-2cm)       8.3    (feet)  VERTCON   
 AW2586  ___________________________________________________________________
 AW2586  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AW2586
 AW2586  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2586
 AW2586.The horizontal coordinates were scaled from a topographic map and have
 AW2586.an estimated accuracy of +/- 6 seconds.
 AW2586
 AW2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2586.The vertical order pertains to the NGVD 29 superseded value.
 AW2586
 AW2586.The geoid height was determined by GEOID03.
 AW2586
 AW2586;                    North         East    Units  Estimated Accuracy
 AW2586;SPC TXSC     - 4,182,920.    1,016,130.      MT  (+/- 180 meters Scaled)
 AW2586
 AW2586                          SUPERSEDED SURVEY CONTROL
 AW2586
 AW2586  NGVD 29 (??/??/92)    2.54   (m)            8.3    (f) COMPUTED    1 2
 AW2586
 AW2586.Superseded values are not recommended for survey control.
 AW2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2586.See file dsdata.txt to determine how the superseded data were derived.
 AW2586
 AW2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN340551(NAD 83)
 AW2586_MARKER: DB = BENCH MARK DISK
 AW2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2586_STAMPING: L-171 1936
 AW2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2586+STABILITY: SURFACE MOTION
 AW2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2586+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AW2586
 AW2586  HISTORY     - Date     Condition        Report By
 AW2586  HISTORY     - 1936     MONUMENTED       CGS
 AW2586  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2586  HISTORY     - 20010430 MARK NOT FOUND   USPSQD
 AW2586  HISTORY     - 20020708 MARK NOT FOUND   USPSQD
 AW2586  HISTORY     - 20031009 MARK NOT FOUND   USPSQD
 AW2586  HISTORY     - 20041023 GOOD             USPSQD
 AW2586
 AW2586                          STATION DESCRIPTION
 AW2586
 AW2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2586'4.9 MI NE FROM PORT BOLIVAR.
 AW2586'4.9 MILES NORTHEAST OF FERRY LANDING ALONG STATE HIGHWAY 87 BETWEEN
 AW2586'PORT BOLIVAR AND HIGH ISLAND, ABOUT 0.7 MILE NORTHEAST OF 30 FOOT SPAN
 AW2586'WOOD CULVERT, 4 TELEPHONE POLES NORTHEAST OF MILE POLE 12, ABOUT 300
 AW2586'FEET SOUTHEAST OF CEMETERY, 40 FEET NORTHWEST OF THE CENTER LINE OF
 AW2586'THE HIGHWAY, 12 FEET SOUTHWEST OF THE CENTER LINE OF PRIVATE ROAD, AND
 AW2586'1 FOOT SOUTHEAST OF FENCE LINE.
 AW2586
 AW2586                          STATION RECOVERY (1953)
 AW2586
 AW2586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2586'MARK NOT FOUND.
 AW2586
 AW2586                          STATION RECOVERY (2001)
 AW2586
 AW2586'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AW2586'MARK NOT FOUND.
 AW2586
 AW2586                          STATION RECOVERY (2002)
 AW2586
 AW2586'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AW2586'MARK NOT FOUND.
 AW2586
 AW2586                          STATION RECOVERY (2003)
 AW2586
 AW2586'RECOVERY NOTE BY US POWER SQUADRON 2003
 AW2586'MARK NOT FOUND.
 AW2586
 AW2586                          STATION RECOVERY (2004)
 AW2586
 AW2586'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2586'ORANGE TAPE ON FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2850 ***********************************************************************
 AW2850  DESIGNATION -  L 173
 AW2850  PID         -  AW2850
 AW2850  STATE/COUNTY-  TX/CHAMBERS
 AW2850  USGS QUAD   -  MONT BELVIEU (1994)
 AW2850
 AW2850                         *CURRENT SURVEY CONTROL
 AW2850  ___________________________________________________________________
 AW2850* NAD 83(1986)-  29 46 56.     (N)    094 53 01.     (W)     SCALED    
 AW2850* NAVD 88     -         7.91   (+/-2cm)      26.0    (feet)  VERTCON   
 AW2850  ___________________________________________________________________
 AW2850  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW2850
 AW2850  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2850
 AW2850.The horizontal coordinates were scaled from a topographic map and have
 AW2850.an estimated accuracy of +/- 6 seconds.
 AW2850
 AW2850.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2850.The vertical order pertains to the NGVD 29 superseded value.
 AW2850
 AW2850.The geoid height was determined by GEOID03.
 AW2850
 AW2850;                    North         East    Units  Estimated Accuracy
 AW2850;SPC TXSC     - 4,222,990.      997,920.      MT  (+/- 180 meters Scaled)
 AW2850
 AW2850                          SUPERSEDED SURVEY CONTROL
 AW2850
 AW2850  NGVD 29 (??/??/92)    7.91   (m)           26.0    (f) COMPUTED    1 2
 AW2850
 AW2850.Superseded values are not recommended for survey control.
 AW2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2850.See file dsdata.txt to determine how the superseded data were derived.
 AW2850
 AW2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN179961(NAD 83)
 AW2850_MARKER: DB = BENCH MARK DISK
 AW2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2850_STAMPING: L-173 1936
 AW2850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2850+STABILITY: SURFACE MOTION
 AW2850
 AW2850  HISTORY     - Date     Condition        Report By
 AW2850  HISTORY     - 1936     MONUMENTED       CGS
 AW2850  HISTORY     - 1943     MARK NOT FOUND   NGS
 AW2850  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW2850  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 AW2850  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2850  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 AW2850  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 AW2850
 AW2850                          STATION DESCRIPTION
 AW2850
 AW2850'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 AW2850'6.1 MI SW FROM COVE.
 AW2850'6.1 MILES SOUTHWEST OF SCHOOL ALONG THE HIGHWAY BETWEEN COVE AND GOOSE
 AW2850'CREEK, 0.3 MILE EAST OF SMALL JOG IN HIGHWAY, 45 FEET SOUTH OF THE
 AW2850'CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF FENCE LINE, AND THE TOP OF
 AW2850'THE POST IS 2 INCHES ABOVE THE GROUND.
 AW2850
 AW2850                          STATION RECOVERY (1943)
 AW2850
 AW2850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 AW2850'MARK NOT FOUND.
 AW2850
 AW2850                          STATION RECOVERY (1990)
 AW2850
 AW2850'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCM)
 AW2850'MARK NOT FOUND.
 AW2850
 AW2850                          STATION RECOVERY (1997)
 AW2850
 AW2850'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2850'MARK NOT FOUND.
 AW2850
 AW2850                          STATION RECOVERY (2001)
 AW2850
 AW2850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2850'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2850
 AW2850                          STATION RECOVERY (2004)
 AW2850
 AW2850'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2850'MARK NOT FOUND.
 AW2850
 AW2850                          STATION RECOVERY (2005)
 AW2850
 AW2850'RECOVERY NOTE BY US POWER SQUADRON 2005 (CS)
 AW2850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1200 ***********************************************************************
 AN1200  DESIGNATION -  L 175
 AN1200  PID         -  AN1200
 AN1200  STATE/COUNTY-  TX/SAN PATRICIO
 AN1200  USGS QUAD   -  SINTON EAST (1979)
 AN1200
 AN1200                         *CURRENT SURVEY CONTROL
 AN1200  ___________________________________________________________________
 AN1200* NAD 83(1986)-  28 02 18.     (N)    097 29 35.     (W)     SCALED    
 AN1200* NAVD 88     -        14.628  (meters)      47.99   (feet)  ADJUSTED  
 AN1200  ___________________________________________________________________
 AN1200  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN1200  DYNAMIC HT  -          14.605 (meters)      47.92  (feet)  COMP
 AN1200  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 AN1200
 AN1200  VERT ORDER  -  FIRST     CLASS II
 AN1200
 AN1200.This mark is at San Patricio Co (T69) Airport (T69)
 AN1200
 AN1200.The horizontal coordinates were scaled from a topographic map and have
 AN1200.an estimated accuracy of +/- 6 seconds.
 AN1200
 AN1200.The orthometric height was determined by differential leveling
 AN1200.and adjusted by the National Geodetic Survey in June 1991..
 AN1200
 AN1200.The geoid height was determined by GEOID03.
 AN1200
 AN1200.The dynamic height is computed by dividing the NAVD 88
 AN1200.geopotential number by the normal gravity value computed on the
 AN1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1200.degrees latitude (g = 980.6199 gals.).
 AN1200
 AN1200.The modeled gravity was interpolated from observed gravity values.
 AN1200
 AN1200;                    North         East    Units  Estimated Accuracy
 AN1200;SPC TX S     - 5,263,170.      399,020.      MT  (+/- 180 meters Scaled)
 AN1200
 AN1200                          SUPERSEDED SURVEY CONTROL
 AN1200
 AN1200  NGVD 29 (??/??/92)   14.78   (m)           48.5    (f) COMPUTED    1 2
 AN1200
 AN1200.Superseded values are not recommended for survey control.
 AN1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1200.See file dsdata.txt to determine how the superseded data were derived.
 AN1200
 AN1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS481023(NAD 83)
 AN1200_MARKER: DB = BENCH MARK DISK
 AN1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1200_STAMPING: L 175 1950
 AN1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1200+STABILITY: SURFACE MOTION
 AN1200
 AN1200  HISTORY     - Date     Condition        Report By
 AN1200  HISTORY     - 1950     MONUMENTED       CGS
 AN1200  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1200  HISTORY     - 19960728 MARK NOT FOUND   USPSQD
 AN1200
 AN1200                          STATION DESCRIPTION
 AN1200
 AN1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AN1200'0.75 MI E FROM SINTON.
 AN1200'0.75 MILE EAST ALONG U.S. HIGHWAY 181 FROM THE ST. LOUIS, BROWNSVILLE
 AN1200'AND MEXICO RAILROAD STATION AT SINTON, AT THE SINTON AIRPORT, 24 FEET
 AN1200'NORTH OF THE NORTHEAST CORNER OF THE NORTH HANGAR, 2 FEET WEST OF A
 AN1200'DOOR TRACK POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 AN1200'FOOT ABOVE THE GROUND.  NOTE-- AIRPORT NO LONGER THERE.
 AN1200
 AN1200                          STATION RECOVERY (1973)
 AN1200
 AN1200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1200'MARK NOT FOUND.
 AN1200
 AN1200                          STATION RECOVERY (1996)
 AN1200
 AN1200'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0968 ***********************************************************************
 AB0968  DESIGNATION -  L 177
 AB0968  PID         -  AB0968
 AB0968  STATE/COUNTY-  TX/KENEDY
 AB0968  USGS QUAD   -  NORIAS (1982)
 AB0968
 AB0968                         *CURRENT SURVEY CONTROL
 AB0968  ___________________________________________________________________
 AB0968* NAD 83(1986)-  26 46 41.     (N)    097 46 25.     (W)     SCALED    
 AB0968* NAVD 88     -         7.551  (meters)      24.77   (feet)  ADJUSTED  
 AB0968  ___________________________________________________________________
 AB0968  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AB0968  DYNAMIC HT  -           7.539 (meters)      24.73  (feet)  COMP
 AB0968  MODELED GRAV-     979,067.5   (mgal)                       NAVD 88
 AB0968
 AB0968  VERT ORDER  -  FIRST     CLASS II
 AB0968
 AB0968.The horizontal coordinates were scaled from a topographic map and have
 AB0968.an estimated accuracy of +/- 6 seconds.
 AB0968
 AB0968.The orthometric height was determined by differential leveling
 AB0968.and adjusted by the National Geodetic Survey in June 1991..
 AB0968
 AB0968.The geoid height was determined by GEOID03.
 AB0968
 AB0968.The dynamic height is computed by dividing the NAVD 88
 AB0968.geopotential number by the normal gravity value computed on the
 AB0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0968.degrees latitude (g = 980.6199 gals.).
 AB0968
 AB0968.The modeled gravity was interpolated from observed gravity values.
 AB0968
 AB0968;                    North         East    Units  Estimated Accuracy
 AB0968;SPC TX S     - 5,123,340.      372,230.      MT  (+/- 180 meters Scaled)
 AB0968
 AB0968                          SUPERSEDED SURVEY CONTROL
 AB0968
 AB0968.No superseded survey control is available for this station.
 AB0968
 AB0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ219624(NAD 83)
 AB0968_MARKER: DB = BENCH MARK DISK
 AB0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0968_STAMPING: L 177 1951
 AB0968_MARK LOGO: CGS   
 AB0968_PROJECTION: PROJECTING 15 CENTIMETERS
 AB0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0968+STABILITY: SURFACE MOTION
 AB0968
 AB0968  HISTORY     - Date     Condition        Report By
 AB0968  HISTORY     - 1951     MONUMENTED       CGS
 AB0968  HISTORY     - 1981     GOOD             NGS
 AB0968  HISTORY     - 1987     GOOD             USPSQD
 AB0968  HISTORY     - 1988     GOOD             USPSQD
 AB0968
 AB0968                          STATION DESCRIPTION
 AB0968
 AB0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0968'0.6 MI S FROM NORIAS.
 AB0968'0.6 MILE SOUTH ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD
 AB0968'FROM THE STATION AT NORIAS, 2 1/2 POLES SOUTH OF MILEPOST 67, 197 FEET
 AB0968'EAST OF THE EAST RAIL OF THE MAIN TRACK, 91 FEET EAST OF THE CENTER
 AB0968'LINE OF U.S. HIGHWAY 77, 4.8 FEET SOUTHWEST OF POWER POLE 10 P 259. 1
 AB0968'FOOT WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 AB0968'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND. NOTE--
 AB0968'NOW THE SOUTHERN PACIFIC LINES.
 AB0968
 AB0968                          STATION RECOVERY (1981)
 AB0968
 AB0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0968'5.1 KM (3.2 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 77 FROM THE JUNCTION
 AB0968'OF STATE HIGHWAY 186 IN RAYMONDVILLE, THENCE 28.5 KM (17.75 MI) NORTH
 AB0968'ALONG U.S. HIGHWAY 77 AND ABOUT 0.2 KM (0.1 MI) SOUTH SOUTHEAST AND
 AB0968'ACROSS THE HIGHWAY FROM RAILROAD MILEPOST 67, 0.2 KM (0.1 MI)
 AB0968'SOUTHSOUTHEAST AND ACROSS HIGHWAY FROM RAILROAD MILEPOST 67, 0.2 METER
 AB0968'(0.1 MI) SOUTHSOUTHEAST AND ACROSS HIGHWAY FROM RAILROAD MILEPOST 67,
 AB0968'60.0 METERS (197.0 FT) EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE
 AB0968'MISSOURI PACIFIC RAILROAD, 26.8 METERS (88.0 FT) EAST OF THE
 AB0968'CENTERLINE OF THE HIGHWAY, 1.2 METERS (4.8 FT) SOUTHWEST OF A POLE,
 AB0968'AND 0.3 METER (1.0 FT) WEST OF A FENCE.
 AB0968'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 AB0968'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AB0968
 AB0968                          STATION RECOVERY (1987)
 AB0968
 AB0968'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0968'RECOVERED IN GOOD CONDITION.
 AB0968
 AB0968                          STATION RECOVERY (1988)
 AB0968
 AB0968'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJK)
 AB0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0969 ***********************************************************************
 AB0969  DESIGNATION -  L 177 RESET 1974
 AB0969  PID         -  AB0969
 AB0969  STATE/COUNTY-  TX/KENEDY
 AB0969  USGS QUAD   -  NORIAS (1982)
 AB0969
 AB0969                         *CURRENT SURVEY CONTROL
 AB0969  ___________________________________________________________________
 AB0969* NAD 83(1986)-  26 46 38.     (N)    097 46 26.     (W)     SCALED    
 AB0969* NAVD 88     -         7.54   (meters)      24.7    (feet)  RESET     
 AB0969  ___________________________________________________________________
 AB0969  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AB0969
 AB0969  VERT ORDER  -  THIRD
 AB0969
 AB0969.The horizontal coordinates were scaled from a topographic map and have
 AB0969.an estimated accuracy of +/- 6 seconds.
 AB0969
 AB0969.The orthometric height was computed from unverified reset data.
 AB0969
 AB0969.The geoid height was determined by GEOID03.
 AB0969
 AB0969;                    North         East    Units  Estimated Accuracy
 AB0969;SPC TX S     - 5,123,250.      372,200.      MT  (+/- 180 meters Scaled)
 AB0969
 AB0969                          SUPERSEDED SURVEY CONTROL
 AB0969
 AB0969.No superseded survey control is available for this station.
 AB0969
 AB0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ218623(NAD 83)
 AB0969_MARKER: DB = BENCH MARK DISK
 AB0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0969_STAMPING: L 177 RESET 1974
 AB0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0969+STABILITY: SURFACE MOTION
 AB0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0969+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AB0969
 AB0969  HISTORY     - Date     Condition        Report By
 AB0969  HISTORY     - 1974     MONUMENTED       NGS
 AB0969  HISTORY     - 1990     GOOD             USPSQD
 AB0969  HISTORY     - 20040203 GOOD             USPSQD
 AB0969
 AB0969                          STATION DESCRIPTION
 AB0969
 AB0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AB0969'20 MI N FROM RAYMONDVILLE.
 AB0969'FROM THE CENTER OF RAYMONDVILLE, GO NORTH ON U.S.HWY. 77 FOR 13.5
 AB0969'MILES TO THE RUDOLPH RAILROAD SIDING ON THE LEFT, CONTINUE NORTH ON
 AB0969'U.S. HWY. 77 FOR 6.5 MILES TO MARK ON THE LEFT, IN A NORTH-SOUTH ROW
 AB0969'OF TREES.  STANDARD BENCH MARK DISK, SET IN THE TOP OF A ROUND
 AB0969'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED L 177 RESET
 AB0969'1974.  IT IS ABOUT 2-1/2 POLE SOUTH OF MILE POST 67, 73 FEET WEST OF
 AB0969'THE CENTER-LINE OF U.S. HWY. 77, 35 FEET EAST OF THE EAST RAIL OF THE
 AB0969'MAIN TRACK OF RAILROAD, 21 FEET EAST OF THE EAST RAIL OF RAILROAD
 AB0969'SIDING TRACK, AND 2 FEET SOUTH OF A METAL WITNESS POST. NOTE-- THIS IS
 AB0969'0.6 MILE SOUTH OF THE NORIAS RAILROAD SIDING.
 AB0969
 AB0969                          STATION RECOVERY (1990)
 AB0969
 AB0969'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AB0969'RECOVERED IN GOOD CONDITION.
 AB0969
 AB0969                          STATION RECOVERY (2004)
 AB0969
 AB0969'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AB0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0518 ***********************************************************************
 AB0518  DESIGNATION -  L 178
 AB0518  PID         -  AB0518
 AB0518  STATE/COUNTY-  TX/WILLACY
 AB0518  USGS QUAD   -  SANTA ROSA (1982)
 AB0518
 AB0518                         *CURRENT SURVEY CONTROL
 AB0518  ___________________________________________________________________
 AB0518* NAD 83(1986)-  26 21 27.     (N)    097 46 30.     (W)     SCALED    
 AB0518* NAVD 88     -        10.998  (meters)      36.08   (feet)  ADJUSTED  
 AB0518  ___________________________________________________________________
 AB0518  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 AB0518  DYNAMIC HT  -          10.981 (meters)      36.03  (feet)  COMP
 AB0518  MODELED GRAV-     979,041.2   (mgal)                       NAVD 88
 AB0518
 AB0518  VERT ORDER  -  FIRST     CLASS II
 AB0518
 AB0518.The horizontal coordinates were scaled from a topographic map and have
 AB0518.an estimated accuracy of +/- 6 seconds.
 AB0518
 AB0518.The orthometric height was determined by differential leveling
 AB0518.and adjusted by the National Geodetic Survey in June 1991..
 AB0518
 AB0518.The geoid height was determined by GEOID03.
 AB0518
 AB0518.The dynamic height is computed by dividing the NAVD 88
 AB0518.geopotential number by the normal gravity value computed on the
 AB0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0518.degrees latitude (g = 980.6199 gals.).
 AB0518
 AB0518.The modeled gravity was interpolated from observed gravity values.
 AB0518
 AB0518;                    North         East    Units  Estimated Accuracy
 AB0518;SPC TX S     - 5,076,750.      372,360.      MT  (+/- 180 meters Scaled)
 AB0518
 AB0518                          SUPERSEDED SURVEY CONTROL
 AB0518
 AB0518  NGVD 29 (??/??/92)   11.072  (m)           36.33   (f) ADJ UNCH    1 2
 AB0518
 AB0518.Superseded values are not recommended for survey control.
 AB0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0518.See file dsdata.txt to determine how the superseded data were derived.
 AB0518
 AB0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ222158(NAD 83)
 AB0518_MARKER: DB = BENCH MARK DISK
 AB0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0518_STAMPING: L 178 1951
 AB0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0518+STABILITY: SURFACE MOTION
 AB0518
 AB0518  HISTORY     - Date     Condition        Report By
 AB0518  HISTORY     - 1951     MONUMENTED       CGS
 AB0518  HISTORY     - 1987     GOOD             USPSQD
 AB0518  HISTORY     - 1988     GOOD             USPSQD
 AB0518
 AB0518                          STATION DESCRIPTION
 AB0518
 AB0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AB0518'1.8 MI NE FROM SEBASTIAN.
 AB0518'0.9 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0518'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 0.9 MILE EAST ALONG
 AB0518'FARM ROAD 1018, 119 FEET EAST OF THE CENTER LINE OF A PRIVATE
 AB0518'DRIVEWAY, 56 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 38
 AB0518'FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.6 FEET WEST OF A POWER
 AB0518'POLE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AB0518'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AB0518
 AB0518                          STATION RECOVERY (1987)
 AB0518
 AB0518'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0518'RECOVERED IN GOOD CONDITION.
 AB0518
 AB0518                          STATION RECOVERY (1988)
 AB0518
 AB0518'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0515 ***********************************************************************
 AH0515  DESIGNATION -  L 179
 AH0515  PID         -  AH0515
 AH0515  STATE/COUNTY-  TX/KENEDY
 AH0515  USGS QUAD   -  TURCOTTE (1979)
 AH0515
 AH0515                         *CURRENT SURVEY CONTROL
 AH0515  ___________________________________________________________________
 AH0515* NAD 83(1986)-  27 07 23.     (N)    097 47 29.     (W)     SCALED    
 AH0515* NAVD 88     -        10.717  (meters)      35.16   (feet)  ADJUSTED  
 AH0515  ___________________________________________________________________
 AH0515  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AH0515  DYNAMIC HT  -          10.701 (meters)      35.11  (feet)  COMP
 AH0515  MODELED GRAV-     979,086.6   (mgal)                       NAVD 88
 AH0515
 AH0515  VERT ORDER  -  FIRST     CLASS II
 AH0515
 AH0515.The horizontal coordinates were scaled from a topographic map and have
 AH0515.an estimated accuracy of +/- 6 seconds.
 AH0515
 AH0515.The orthometric height was determined by differential leveling
 AH0515.and adjusted by the National Geodetic Survey in June 1991..
 AH0515
 AH0515.The geoid height was determined by GEOID03.
 AH0515
 AH0515.The dynamic height is computed by dividing the NAVD 88
 AH0515.geopotential number by the normal gravity value computed on the
 AH0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0515.degrees latitude (g = 980.6199 gals.).
 AH0515
 AH0515.The modeled gravity was interpolated from observed gravity values.
 AH0515
 AH0515;                    North         East    Units  Estimated Accuracy
 AH0515;SPC TX S     - 5,161,550.      370,250.      MT  (+/- 180 meters Scaled)
 AH0515
 AH0515                          SUPERSEDED SURVEY CONTROL
 AH0515
 AH0515  NGVD 29 (??/??/92)   10.815  (m)           35.48   (f) ADJ UNCH    1 2
 AH0515
 AH0515.Superseded values are not recommended for survey control.
 AH0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0515.See file dsdata.txt to determine how the superseded data were derived.
 AH0515
 AH0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR197006(NAD 83)
 AH0515_MARKER: DB = BENCH MARK DISK
 AH0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0515_STAMPING: L 179 1951
 AH0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0515+STABILITY: SURFACE MOTION
 AH0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0515+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AH0515
 AH0515  HISTORY     - Date     Condition        Report By
 AH0515  HISTORY     - 1951     MONUMENTED       CGS
 AH0515  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0515  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH0515  HISTORY     - 1988     GOOD             USPSQD
 AH0515  HISTORY     - 20040201 GOOD             USPSQD
 AH0515
 AH0515                          STATION DESCRIPTION
 AH0515
 AH0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AH0515'7.2 MI S FROM SARITA.
 AH0515'0.2 MILE EAST ALONG AN OILED ROAD FROM THE ST. LOUIS, BROWNSVILLE AND
 AH0515'MEXICO RAILROAD STATION AT SARITA, THENCE 7.0 MILES SOUTH ALONG U.S.
 AH0515'HIGHWAY 77, 89 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 AH0515'SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, 2 FEET NORTH OF A
 AH0515'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 AH0515'FOOT ABOVE THE GROUND.  NOTE-- NOW THE SOUTHERN PACIFIC LINES.
 AH0515
 AH0515                          STATION RECOVERY (1975)
 AH0515
 AH0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0515'MARK NOT FOUND.
 AH0515
 AH0515                          STATION RECOVERY (1981)
 AH0515
 AH0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0515'NOT RECOVERED THIS DATE, REPORTED NOT RECOVERED IN 1963.
 AH0515
 AH0515                          STATION RECOVERY (1988)
 AH0515
 AH0515'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AH0515'RECOVERED IN GOOD CONDITION.
 AH0515
 AH0515                          STATION RECOVERY (2004)
 AH0515
 AH0515'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0516 ***********************************************************************
 AH0516  DESIGNATION -  L 179 RESET 1974
 AH0516  PID         -  AH0516
 AH0516  STATE/COUNTY-  TX/KENEDY
 AH0516  USGS QUAD   -  TURCOTTE (1979)
 AH0516
 AH0516                         *CURRENT SURVEY CONTROL
 AH0516  ___________________________________________________________________
 AH0516* NAD 83(1986)-  27 07 20.     (N)    097 47 33.     (W)     SCALED    
 AH0516* NAVD 88     -        10.739  (meters)      35.23   (feet)  ADJUSTED  
 AH0516  ___________________________________________________________________
 AH0516  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AH0516  DYNAMIC HT  -          10.723 (meters)      35.18  (feet)  COMP
 AH0516  MODELED GRAV-     979,086.5   (mgal)                       NAVD 88
 AH0516
 AH0516  VERT ORDER  -  FIRST     CLASS II
 AH0516
 AH0516.The horizontal coordinates were scaled from a topographic map and have
 AH0516.an estimated accuracy of +/- 6 seconds.
 AH0516
 AH0516.The orthometric height was determined by differential leveling
 AH0516.and adjusted by the National Geodetic Survey in June 1991..
 AH0516
 AH0516.The geoid height was determined by GEOID03.
 AH0516
 AH0516.The dynamic height is computed by dividing the NAVD 88
 AH0516.geopotential number by the normal gravity value computed on the
 AH0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0516.degrees latitude (g = 980.6199 gals.).
 AH0516
 AH0516.The modeled gravity was interpolated from observed gravity values.
 AH0516
 AH0516;                    North         East    Units  Estimated Accuracy
 AH0516;SPC TX S     - 5,161,460.      370,140.      MT  (+/- 180 meters Scaled)
 AH0516
 AH0516                          SUPERSEDED SURVEY CONTROL
 AH0516
 AH0516.No superseded survey control is available for this station.
 AH0516
 AH0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR196005(NAD 83)
 AH0516_MARKER: DB = BENCH MARK DISK
 AH0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0516_STAMPING: L 179 RESET 1974
 AH0516_MARK LOGO: NGS   
 AH0516_PROJECTION: FLUSH
 AH0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0516+STABILITY: SURFACE MOTION
 AH0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0516+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2004
 AH0516
 AH0516  HISTORY     - Date     Condition        Report By
 AH0516  HISTORY     - 1974     MONUMENTED       NGS
 AH0516  HISTORY     - 1981     GOOD             NGS
 AH0516  HISTORY     - 20040201 GOOD             USPSQD
 AH0516
 AH0516                          STATION DESCRIPTION
 AH0516
 AH0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AH0516'7 MI S FROM SARITA.
 AH0516'FROM THE POST OFFICE IN SARITA, GO EAST ON MAIN SURFACE ROAD FOR 0.15
 AH0516'MILE TO THE INTERSECTION OF U.S. HWY. 77.  TURN RIGHT AND GO SOUTH ON
 AH0516'U.S. HWY. 77 FOR 7.1 MILES TO MARK ON THE RIGHT, THIS IS JUST BEFORE
 AH0516'REACHING A ROAD-SIDE PARK ON THE RIGHT.  STANDARD BENCH MARK DISK, SET
 AH0516'IN THE TOP OF A ROUND CONCRETE POST, THAT IS FLUSH WITH SURFACE OF THE
 AH0516'GROUND AND IS STAMPED L 179 RESET 1974.  IT IS 203 FEET NORTH OF A
 AH0516'FIRE-BOX IN ROAD-SIDE PARK, 90 FEET WEST OF THE CENTER-LINE OF U.S.
 AH0516'HWY. 77, 41 FEET SOUTHWEST OF THE NORTH END OF A GROUP OF TREES, 2
 AH0516'FEET NORTH OF A METAL WITNESS POST AND 0.6 FEET EAST OF THE
 AH0516'FENCE-LINE.
 AH0516
 AH0516                          STATION RECOVERY (1981)
 AH0516
 AH0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH0516'RECOVERED THIS DATE.  NOTE-11.2 KM (6.95 MI) SOUTH ALONG U.S. HIGHWAY
 AH0516'77 SOUTHBOUND FROM THE JUNCTION OF A PAVED ROAD LEADING WEST TO THE
 AH0516'POST OFFICE IN SARITA.
 AH0516
 AH0516                          STATION RECOVERY (2004)
 AH0516
 AH0516'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0640 ***********************************************************************
 CD0640  DESIGNATION -  L 18
 CD0640  PID         -  CD0640
 CD0640  STATE/COUNTY-  TX/HUDSPETH
 CD0640  USGS QUAD   -  FORT HANCOCK (1972)
 CD0640
 CD0640                         *CURRENT SURVEY CONTROL
 CD0640  ___________________________________________________________________
 CD0640* NAD 83(1986)-  31 15 01.     (N)    105 47 56.     (W)     SCALED    
 CD0640* NAVD 88     -      1088.280  (meters)    3570.47   (feet)  ADJUSTED  
 CD0640  ___________________________________________________________________
 CD0640  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CD0640  DYNAMIC HT  -        1086.573 (meters)    3564.86  (feet)  COMP
 CD0640  MODELED GRAV-     979,036.5   (mgal)                       NAVD 88
 CD0640
 CD0640  VERT ORDER  -  FIRST     CLASS II
 CD0640
 CD0640.The horizontal coordinates were scaled from a topographic map and have
 CD0640.an estimated accuracy of +/- 6 seconds.
 CD0640
 CD0640.The orthometric height was determined by differential leveling
 CD0640.and adjusted by the National Geodetic Survey in June 1991..
 CD0640
 CD0640.The geoid height was determined by GEOID03.
 CD0640
 CD0640.The dynamic height is computed by dividing the NAVD 88
 CD0640.geopotential number by the normal gravity value computed on the
 CD0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0640.degrees latitude (g = 980.6199 gals.).
 CD0640
 CD0640.The modeled gravity was interpolated from observed gravity values.
 CD0640
 CD0640;                    North         East    Units  Estimated Accuracy
 CD0640;SPC TX C     - 3,188,340.      179,650.      MT  (+/- 180 meters Scaled)
 CD0640
 CD0640                          SUPERSEDED SURVEY CONTROL
 CD0640
 CD0640  NGVD 29 (??/??/92) 1087.708  (m)         3568.59   (f) ADJ UNCH    1 2
 CD0640
 CD0640.Superseded values are not recommended for survey control.
 CD0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0640.See file dsdata.txt to determine how the superseded data were derived.
 CD0640
 CD0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ239576(NAD 83)
 CD0640_MARKER: P = PIPE CAP
 CD0640_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CD0640_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CD0640_STAMPING: L 18 ELEV 3568.589 FT
 CD0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0640
 CD0640  HISTORY     - Date     Condition        Report By
 CD0640  HISTORY     - UNK      MONUMENTED       CGS
 CD0640  HISTORY     - 1956     GOOD             NGS
 CD0640  HISTORY     - 1981     MARK NOT FOUND   NGS
 CD0640
 CD0640                          STATION DESCRIPTION
 CD0640
 CD0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CD0640'0.2 MI NW FROM MCNARY.
 CD0640'0.2 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CD0640'STATION AT MCNARY, 43 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 CD0640'TRACK, 99 FEET NORTHEAST OF THE 11TH POLE NORTHWEST OF THE RAILROAD
 CD0640'STATION, 5.5 FEET SOUTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A WITNESS
 CD0640'POST, SCREWED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0
 CD0640'FOOT ABOVE THE GROUND.
 CD0640
 CD0640                          STATION RECOVERY (1981)
 CD0640
 CD0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CD0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0167 ***********************************************************************
 CE0167  DESIGNATION -  L 180 RESET
 CE0167  PID         -  CE0167
 CE0167  STATE/COUNTY-  TX/EL PASO
 CE0167  USGS QUAD   -  HELMS WEST WELL (1995)
 CE0167
 CE0167                         *CURRENT SURVEY CONTROL
 CE0167  ___________________________________________________________________
 CE0167* NAD 83(1986)-  31 49 50.     (N)    106 05 26.     (W)     SCALED    
 CE0167* NAVD 88     -      1289.866  (meters)    4231.84   (feet)  ADJUSTED  
 CE0167  ___________________________________________________________________
 CE0167  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CE0167  DYNAMIC HT  -        1287.915 (meters)    4225.43  (feet)  COMP
 CE0167  MODELED GRAV-     979,081.7   (mgal)                       NAVD 88
 CE0167
 CE0167  VERT ORDER  -  FIRST     CLASS I
 CE0167
 CE0167.The horizontal coordinates were scaled from a topographic map and have
 CE0167.an estimated accuracy of +/- 6 seconds.
 CE0167
 CE0167.The orthometric height was determined by differential leveling
 CE0167.and adjusted by the National Geodetic Survey in November 1996..
 CE0167.WARNING-Repeat measurements at this control monument indicate possible
 CE0167.vertical movement.
 CE0167
 CE0167.The geoid height was determined by GEOID03.
 CE0167
 CE0167.The dynamic height is computed by dividing the NAVD 88
 CE0167.geopotential number by the normal gravity value computed on the
 CE0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0167.degrees latitude (g = 980.6199 gals.).
 CE0167
 CE0167.The modeled gravity was interpolated from observed gravity values.
 CE0167
 CE0167;                    North         East    Units  Estimated Accuracy
 CE0167;SPC TX C     - 3,253,990.      155,240.      MT  (+/- 180 meters Scaled)
 CE0167
 CE0167                          SUPERSEDED SURVEY CONTROL
 CE0167
 CE0167  NAVD 88 (06/15/91) 1289.856  (m)         4231.80   (f) UNKNOWN     1 1
 CE0167
 CE0167.Superseded values are not recommended for survey control.
 CE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0167.See file dsdata.txt to determine how the superseded data were derived.
 CE0167
 CE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR967221(NAD 83)
 CE0167_MARKER: DB = BENCH MARK DISK
 CE0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0167_SP_SET: CONCRETE POST
 CE0167_STAMPING: L 180 1933 RESET 1954
 CE0167_MARK LOGO: CGS   
 CE0167_PROJECTION: PROJECTING 5 CENTIMETERS
 CE0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0167+STABILITY: SURFACE MOTION
 CE0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0167+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1992
 CE0167
 CE0167  HISTORY     - Date     Condition        Report By
 CE0167  HISTORY     - 1954     MONUMENTED       CGS
 CE0167  HISTORY     - 1958     GOOD             NGS
 CE0167  HISTORY     - 1981     GOOD             NGS
 CE0167  HISTORY     - 19921211 GOOD             NGS
 CE0167
 CE0167                          STATION DESCRIPTION
 CE0167
 CE0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CE0167'19.8 MI E FROM EL PASO.
 CE0167'ABOUT 19.8 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CE0167'OF LOOP 16 AT EL PASO, 74 FEET SOUTH OF THE CENTER LINE OF THE
 CE0167'HIGHWAY, 1 FOOT NORTH OF A FENCE, 4 FEET EAST OF A WHITE WOODEN
 CE0167'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 CE0167'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CE0167
 CE0167                          STATION RECOVERY (1981)
 CE0167
 CE0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0167'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 CE0167'32.4 KM (20.1 MI) EASTERLY ALONG U. S. HIGHWAYS 62 AND 180 (PAISANO
 CE0167'DRIVE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10 IN EL PASO,
 CE0167'0.8 KM (0.5 MI) EAST OF A GRAVELED ROAD LEADING SOUTH, 0.2 KM (0.1 MI)
 CE0167'WEST OF A POWER LINE CROSSING, 22.6 METERS (74.0 FT) SOUTH OF THE
 CE0167'CENTERLINE OF THE HIGHWAY, 14.5 METERS (47.5 FT) WEST OF A UTILITY
 CE0167'POLE AND 0.3 METER (1.0 FT) NORTH OF A FENCE.
 CE0167'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CE0167
 CE0167                          STATION RECOVERY (1992)
 CE0167
 CE0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CE0167'32.1 KM (19.95 MI) EASTERLY ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CE0167'JUNCTION OF INTERSTATE HIGHWAY 10 IN EL PASO, 62.0 M (203.4 FT) WEST
 CE0167'OF THE EXTENDED CENTER OF A DRIVEWAY, 22.6 M (74.1 FT) SOUTH OF THE
 CE0167'HIGHWAY CENTERLINE, 14.4 M (47.2 FT) WEST OF A UTILITY POLE, 0.9 M
 CE0167'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF A
 CE0167'FENCE, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 CE0167'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT HAS BEEN HIT AND
 CE0167'THE NORTHWEST CORNER IS MISSING, BUT IT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0399 ***********************************************************************
 CD0399  DESIGNATION -  L 181
 CD0399  PID         -  CD0399
 CD0399  STATE/COUNTY-  TX/HUDSPETH
 CD0399  USGS QUAD   -  MICKEY DRAW WEST (1984)
 CD0399
 CD0399                         *CURRENT SURVEY CONTROL
 CD0399  ___________________________________________________________________
 CD0399* NAD 83(1986)-  31 45 26.     (N)    105 20 48.     (W)     SCALED    
 CD0399* NAVD 88     -      1251.740  (meters)    4106.75   (feet)  ADJUSTED  
 CD0399  ___________________________________________________________________
 CD0399  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CD0399  DYNAMIC HT  -        1249.863 (meters)    4100.59  (feet)  COMP
 CD0399  MODELED GRAV-     979,096.0   (mgal)                       NAVD 88
 CD0399
 CD0399  VERT ORDER  -  FIRST     CLASS I
 CD0399
 CD0399.The horizontal coordinates were scaled from a topographic map and have
 CD0399.an estimated accuracy of +/- 6 seconds.
 CD0399
 CD0399.The orthometric height was determined by differential leveling
 CD0399.and adjusted by the National Geodetic Survey in June 1991..
 CD0399
 CD0399.The geoid height was determined by GEOID03.
 CD0399
 CD0399.The dynamic height is computed by dividing the NAVD 88
 CD0399.geopotential number by the normal gravity value computed on the
 CD0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0399.degrees latitude (g = 980.6199 gals.).
 CD0399
 CD0399.The modeled gravity was interpolated from observed gravity values.
 CD0399
 CD0399;                    North         East    Units  Estimated Accuracy
 CD0399;SPC TX C     - 3,242,460.      225,210.      MT  (+/- 180 meters Scaled)
 CD0399
 CD0399                          SUPERSEDED SURVEY CONTROL
 CD0399
 CD0399  NGVD 29 (??/??/92) 1251.206  (m)         4105.00   (f) ADJ UNCH    1 1
 CD0399
 CD0399.Superseded values are not recommended for survey control.
 CD0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0399.See file dsdata.txt to determine how the superseded data were derived.
 CD0399
 CD0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR671135(NAD 83)
 CD0399_MARKER: DB = BENCH MARK DISK
 CD0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0399_STAMPING: L 181 1933
 CD0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0399+STABILITY: SURFACE MOTION
 CD0399
 CD0399  HISTORY     - Date     Condition        Report By
 CD0399  HISTORY     - 1933     MONUMENTED       CGS
 CD0399  HISTORY     - 1958     GOOD             NGS
 CD0399  HISTORY     - 1977     GOOD             NGS
 CD0399
 CD0399                          STATION DESCRIPTION
 CD0399
 CD0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0399'63.7 MI E FROM EL PASO.
 CD0399'ABOUT 63.7 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CD0399'OF LOOP 16 AT EL PASO, 51 FEET SOUTH OF THE CENTER LINE OF THE
 CD0399'HIGHWAY, ABOUT 0.5 MILE EAST OF THE CREST OF A SMALL HILL, 6 INCHES
 CD0399'NORTH OF A FENCE, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL
 CD0399'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CD0399
 CD0399                          STATION RECOVERY (1977)
 CD0399
 CD0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0399'39.55 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0399'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, 1.3 MILES EAST OF THE
 CD0399'JUNCTION OF RANCH ROAD 1111, 51 FT. SOUTH OF THE CENTER LINE OF THE
 CD0399'HIGHWAY, 1 FT. NORTH OF THE RIGHT OF WAY FENCE, WITNESS POST IS OF
 CD0399'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0332 ***********************************************************************
 CD0332  DESIGNATION -  L 182
 CD0332  PID         -  CD0332
 CD0332  STATE/COUNTY-  TX/CULBERSON
 CD0332  USGS QUAD   -  SOUTH RECTOR CANYON (1973)
 CD0332
 CD0332                         *CURRENT SURVEY CONTROL
 CD0332  ___________________________________________________________________
 CD0332* NAD 83(1986)-  31 58 38.     (N)    104 37 30.     (W)     SCALED    
 CD0332* NAVD 88     -      1345.661  (meters)    4414.89   (feet)  POSTED    
 CD0332  ___________________________________________________________________
 CD0332  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CD0332  DYNAMIC HT  -        1343.600 (meters)    4408.13  (feet)  COMP
 CD0332  MODELED GRAV-     979,062.6   (mgal)                       NAVD 88
 CD0332
 CD0332  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CD0332
 CD0332.The horizontal coordinates were scaled from a topographic map and have
 CD0332.an estimated accuracy of +/- 6 seconds.
 CD0332
 CD0332.The orthometric height was determined by differential leveling
 CD0332.and adjusted by the National Geodetic Survey in 1992..
 CD0332.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CD0332.rate of 2.1 thru 3.0 mm/km.
 CD0332
 CD0332.The geoid height was determined by GEOID03.
 CD0332
 CD0332.The dynamic height is computed by dividing the NAVD 88
 CD0332.geopotential number by the normal gravity value computed on the
 CD0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0332.degrees latitude (g = 980.6199 gals.).
 CD0332
 CD0332.The modeled gravity was interpolated from observed gravity values.
 CD0332
 CD0332;                    North         East    Units  Estimated Accuracy
 CD0332;SPC TX C     - 3,263,980.      294,460.      MT  (+/- 180 meters Scaled)
 CD0332
 CD0332                          SUPERSEDED SURVEY CONTROL
 CD0332
 CD0332  NGVD 29 (??/??/92) 1345.076  (m)         4412.97   (f) ADJ UNCH    1 2
 CD0332
 CD0332.Superseded values are not recommended for survey control.
 CD0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0332.See file dsdata.txt to determine how the superseded data were derived.
 CD0332
 CD0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER354379(NAD 83)
 CD0332_MARKER: DB = BENCH MARK DISK
 CD0332_SETTING: 66 = SET IN ROCK OUTCROP
 CD0332_SP_SET: OUTCROP
 CD0332_STAMPING: L 182 1933
 CD0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0332+STABILITY: POSITION/ELEVATION WELL
 CD0332
 CD0332  HISTORY     - Date     Condition        Report By
 CD0332  HISTORY     - 1933     MONUMENTED       CGS
 CD0332  HISTORY     - 1973     GOOD             USGS
 CD0332  HISTORY     - 1977     MARK NOT FOUND   NGS
 CD0332
 CD0332                          STATION DESCRIPTION
 CD0332
 CD0332'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0332'6.3 MI SW FROM TX.-N.M. STATE LINE.
 CD0332'TO REACH FROM THE STATE LINE BAR AT THE JUNCTION OF U S HWY. 180 - 62
 CD0332'AND TEXAS HWY. 1108 AT THE TEXAS-NEW MEX. STATE LINE GO SOUTHWEST ON U
 CD0332'S 180 - 62 FOR 5.9 MILES TO A POINT ABOUT 0.3 MILE EAST OF A WINDMILL,
 CD0332'TURN RIGHT THROUGH GATE AND GO NORTHEAST ON PRIVATE TRACK ROAD FOR 0.4
 CD0332'MILES TO MCKITTRICK CANYON, CONTINUE NORTHEAST ACROSS CANYON FOR 900
 CD0332'FEET TO THE BM ON THE LEFT.  BM IS 85 FT. NE OF A SMALL DRAIN, ON THE
 CD0332'SW SLOPE OF A HILL, 18 FT. NW OF THE CENTERLINE OF THE ROAD AND UNDER
 CD0332'THE NE END OF A BUSH CLUMP, IN THE TOP OF A LIMESTONE OUTCROP, A STD.
 CD0332'DISK STAMPED L 182 1933.
 CD0332
 CD0332                          STATION RECOVERY (1977)
 CD0332
 CD0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0332'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1821 ***********************************************************************
 CS1821  DESIGNATION -  L 183
 CS1821  PID         -  CS1821
 CS1821  STATE/COUNTY-  TX/TARRANT
 CS1821  USGS QUAD   -  ARLINGTON (1981)
 CS1821
 CS1821                         *CURRENT SURVEY CONTROL
 CS1821  ___________________________________________________________________
 CS1821* NAD 83(1986)-  32 44 59.     (N)    097 06 42.     (W)     SCALED    
 CS1821* NAVD 88     -       191.331  (meters)     627.73   (feet)  ADJUSTED  
 CS1821  ___________________________________________________________________
 CS1821  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CS1821  DYNAMIC HT  -         191.109 (meters)     627.00  (feet)  COMP
 CS1821  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 CS1821
 CS1821  VERT ORDER  -  FIRST     CLASS II
 CS1821
 CS1821.The horizontal coordinates were scaled from a topographic map and have
 CS1821.an estimated accuracy of +/- 6 seconds.
 CS1821
 CS1821.The orthometric height was determined by differential leveling
 CS1821.and adjusted by the National Geodetic Survey in June 1991..
 CS1821
 CS1821.The geoid height was determined by GEOID03.
 CS1821
 CS1821.The dynamic height is computed by dividing the NAVD 88
 CS1821.geopotential number by the normal gravity value computed on the
 CS1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1821.degrees latitude (g = 980.6199 gals.).
 CS1821
 CS1821.The modeled gravity was interpolated from observed gravity values.
 CS1821
 CS1821;                    North         East    Units  Estimated Accuracy
 CS1821;SPC TXNC     - 2,120,960.      730,090.      MT  (+/- 180 meters Scaled)
 CS1821
 CS1821                          SUPERSEDED SURVEY CONTROL
 CS1821
 CS1821  NGVD 29 (??/??/92)  191.325  (m)          627.71   (f) ADJ UNCH    1 2
 CS1821
 CS1821.Superseded values are not recommended for survey control.
 CS1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1821.See file dsdata.txt to determine how the superseded data were derived.
 CS1821
 CS1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB769251(NAD 83)
 CS1821_MARKER: DB = BENCH MARK DISK
 CS1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1821_STAMPING: L 183 1952
 CS1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1821+STABILITY: SURFACE MOTION
 CS1821
 CS1821  HISTORY     - Date     Condition        Report By
 CS1821  HISTORY     - 1952     MONUMENTED       CGS
 CS1821  HISTORY     - 1963     MARK NOT FOUND   NGS
 CS1821  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS1821  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 CS1821
 CS1821                          STATION DESCRIPTION
 CS1821
 CS1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 CS1821'1.4 MI NW FROM ARLINGTON.
 CS1821'AT PULLEY AIRPORT, TARRANT COUNTY, 167 FEET SOUTH OF THE CENTER LINE
 CS1821'OF RANDOL MILL STREET, 173 FEET WEST OF THE CENTER LINE OF THE WEST
 CS1821'RUNWAY, 43 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WEST HANGAR,
 CS1821'AT THE EAST EDGE OF A PRIVATE DRIVEWAY, 1 FOOT EAST OF A FENCE, AND 3
 CS1821'FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L
 CS1821'183 1952 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 CS1821'ABOVE GROUND.  NOTE-- THE AIRPORT IS GONE AND THE AREA IS NOW A
 CS1821'BUSINESS DISTRICT AND DWELLING HOUSES.  THERE HAS BEEN NEW STREETS
 CS1821'BUILT WHICH MAKES MOST OF THE DISTANCES OBSOLETE IN THE ORIGINAL
 CS1821'DESCRIPTION.
 CS1821
 CS1821                          STATION RECOVERY (1991)
 CS1821
 CS1821'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJD)
 CS1821'MARK NOT FOUND.
 CS1821
 CS1821                          STATION RECOVERY (1996)
 CS1821
 CS1821'RECOVERY NOTE BY US POWER SQUADRON 1996
 CS1821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1420 ***********************************************************************
 CS1420  DESIGNATION -  L 184
 CS1420  PID         -  CS1420
 CS1420  STATE/COUNTY-  TX/DALLAS
 CS1420  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1420
 CS1420                         *CURRENT SURVEY CONTROL
 CS1420  ___________________________________________________________________
 CS1420* NAD 83(1986)-  32 46 30.     (N)    096 38 06.     (W)     SCALED    
 CS1420* NAVD 88     -       143.608  (meters)     471.15   (feet)  ADJUSTED  
 CS1420  ___________________________________________________________________
 CS1420  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 CS1420  DYNAMIC HT  -         143.448 (meters)     470.63  (feet)  COMP
 CS1420  MODELED GRAV-     979,517.2   (mgal)                       NAVD 88
 CS1420
 CS1420  VERT ORDER  -  SECOND    CLASS 0
 CS1420
 CS1420.The horizontal coordinates were scaled from a topographic map and have
 CS1420.an estimated accuracy of +/- 6 seconds.
 CS1420
 CS1420.The orthometric height was determined by differential leveling
 CS1420.and adjusted by the National Geodetic Survey in June 1991..
 CS1420
 CS1420.The geoid height was determined by GEOID03.
 CS1420
 CS1420.The dynamic height is computed by dividing the NAVD 88
 CS1420.geopotential number by the normal gravity value computed on the
 CS1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1420.degrees latitude (g = 980.6199 gals.).
 CS1420
 CS1420.The modeled gravity was interpolated from observed gravity values.
 CS1420
 CS1420;                    North         East    Units  Estimated Accuracy
 CS1420;SPC TXNC     - 2,124,450.      774,700.      MT  (+/- 180 meters Scaled)
 CS1420
 CS1420                          SUPERSEDED SURVEY CONTROL
 CS1420
 CS1420  NGVD 29 (??/??/92)  143.620  (m)          471.19   (f) ADJ UNCH    2 0
 CS1420
 CS1420.Superseded values are not recommended for survey control.
 CS1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1420.See file dsdata.txt to determine how the superseded data were derived.
 CS1420
 CS1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB215288(NAD 83)
 CS1420_MARKER: DB = BENCH MARK DISK
 CS1420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1420_SP_SET: CULVERT
 CS1420_STAMPING: L 184 1952
 CS1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1420
 CS1420  HISTORY     - Date     Condition        Report By
 CS1420  HISTORY     - 1952     MONUMENTED       CGS
 CS1420  HISTORY     - 1958     GOOD             NGS
 CS1420  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 CS1420
 CS1420                          STATION DESCRIPTION
 CS1420
 CS1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CS1420'1.8 MI W FROM MESQUITE.
 CS1420'1.8 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION
 CS1420'AT MESQUITE, 0.25 MILE WEST OF MILEPOST 204, 21 FEET NORTH OF THE
 CS1420'NORTH RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CS1420'EAST END OF THE NORTH HEADWALL OF A 6 FOOT CONCRETE CULVERT.
 CS1420
 CS1420                          STATION RECOVERY (1958)
 CS1420
 CS1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1420'RECOVERED IN GOOD CONDITION.
 CS1420
 CS1420                          STATION RECOVERY (1991)
 CS1420
 CS1420'RECOVERY NOTE BY US POWER SQUADRON 1991 (HLO)
 CS1420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0895 ***********************************************************************
 CR0895  DESIGNATION -  L 185
 CR0895  PID         -  CR0895
 CR0895  STATE/COUNTY-  TX/VAN ZANDT
 CR0895  USGS QUAD   -  EDGEWOOD (1981)
 CR0895
 CR0895                         *CURRENT SURVEY CONTROL
 CR0895  ___________________________________________________________________
 CR0895* NAD 83(1986)-  32 42 00.     (N)    095 54 11.     (W)     SCALED    
 CR0895* NAVD 88     -       131.753  (meters)     432.26   (feet)  ADJUSTED  
 CR0895  ___________________________________________________________________
 CR0895  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 CR0895  DYNAMIC HT  -         131.604 (meters)     431.77  (feet)  COMP
 CR0895  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 CR0895
 CR0895  VERT ORDER  -  SECOND    CLASS 0
 CR0895
 CR0895.The horizontal coordinates were scaled from a topographic map and have
 CR0895.an estimated accuracy of +/- 6 seconds.
 CR0895
 CR0895.The orthometric height was determined by differential leveling
 CR0895.and adjusted by the National Geodetic Survey in June 1991..
 CR0895
 CR0895.The geoid height was determined by GEOID03.
 CR0895
 CR0895.The dynamic height is computed by dividing the NAVD 88
 CR0895.geopotential number by the normal gravity value computed on the
 CR0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0895.degrees latitude (g = 980.6199 gals.).
 CR0895
 CR0895.The modeled gravity was interpolated from observed gravity values.
 CR0895
 CR0895;                    North         East    Units  Estimated Accuracy
 CR0895;SPC TXNC     - 2,117,600.      843,460.      MT  (+/- 180 meters Scaled)
 CR0895
 CR0895                          SUPERSEDED SURVEY CONTROL
 CR0895
 CR0895  NGVD 29 (??/??/92)  131.767  (m)          432.31   (f) ADJ UNCH    2 0
 CR0895
 CR0895.Superseded values are not recommended for survey control.
 CR0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0895.See file dsdata.txt to determine how the superseded data were derived.
 CR0895
 CR0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS278217(NAD 83)
 CR0895_MARKER: DB = BENCH MARK DISK
 CR0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CR0895_SP_SET: FOUNDATION
 CR0895_STAMPING: L 185 1952
 CR0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CR0895
 CR0895  HISTORY     - Date     Condition        Report By
 CR0895  HISTORY     - 1952     MONUMENTED       CGS
 CR0895  HISTORY     - 1962     MARK NOT FOUND   USGS
 CR0895  HISTORY     - 19880910 MARK NOT FOUND   USPSQD
 CR0895  HISTORY     - 19930614 MARK NOT FOUND   USPSQD
 CR0895
 CR0895                          STATION DESCRIPTION
 CR0895
 CR0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CR0895'1.0 MI W FROM EDGEWOOD.
 CR0895'1.0 MILE WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE STATION AT
 CR0895'EDGEWOOD, 7.5 FEET SOUTH OF THE SOUTH RAIL, 0.25 MILE WEST OF AN OILED
 CR0895'ROAD CROSSING, SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 CR0895'FOUNDATION OF SEMAPHORE 1606.
 CR0895
 CR0895                          STATION RECOVERY (1962)
 CR0895
 CR0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CR0895'MARK NOT FOUND.
 CR0895
 CR0895                          STATION RECOVERY (1988)
 CR0895
 CR0895'RECOVERY NOTE BY US POWER SQUADRON 1988 (RNR)
 CR0895'MARK NOT FOUND.
 CR0895
 CR0895                          STATION RECOVERY (1993)
 CR0895
 CR0895'RECOVERY NOTE BY US POWER SQUADRON 1993 (HLO)
 CR0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0330 ***********************************************************************
 DO0330  DESIGNATION -  L 186
 DO0330  PID         -  DO0330
 DO0330  STATE/COUNTY-  TX/ARCHER
 DO0330  USGS QUAD   -  ARCHER CITY EAST (1963)
 DO0330
 DO0330                         *CURRENT SURVEY CONTROL
 DO0330  ___________________________________________________________________
 DO0330* NAD 83(1986)-  33 37 18.     (N)    098 36 23.     (W)     SCALED    
 DO0330* NAVD 88     -       306.260  (meters)    1004.79   (feet)  ADJUSTED  
 DO0330  ___________________________________________________________________
 DO0330  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DO0330  DYNAMIC HT  -         305.914 (meters)    1003.65  (feet)  COMP
 DO0330  MODELED GRAV-     979,499.8   (mgal)                       NAVD 88
 DO0330
 DO0330  VERT ORDER  -  SECOND    CLASS 0
 DO0330
 DO0330.The horizontal coordinates were scaled from a topographic map and have
 DO0330.an estimated accuracy of +/- 6 seconds.
 DO0330
 DO0330.The orthometric height was determined by differential leveling
 DO0330.and adjusted by the National Geodetic Survey in June 1991..
 DO0330
 DO0330.The geoid height was determined by GEOID03.
 DO0330
 DO0330.The dynamic height is computed by dividing the NAVD 88
 DO0330.geopotential number by the normal gravity value computed on the
 DO0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0330.degrees latitude (g = 980.6199 gals.).
 DO0330
 DO0330.The modeled gravity was interpolated from observed gravity values.
 DO0330
 DO0330;                    North         East    Units  Estimated Accuracy
 DO0330;SPC TXNC     - 2,216,800.      590,130.      MT  (+/- 180 meters Scaled)
 DO0330
 DO0330                          SUPERSEDED SURVEY CONTROL
 DO0330
 DO0330  NGVD 29 (??/??/92)  306.162  (m)         1004.47   (f) ADJ UNCH    2 0
 DO0330
 DO0330.Superseded values are not recommended for survey control.
 DO0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0330.See file dsdata.txt to determine how the superseded data were derived.
 DO0330
 DO0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC365202(NAD 83)
 DO0330_MARKER: DB = BENCH MARK DISK
 DO0330_SETTING: 66 = SET IN ROCK OUTCROP
 DO0330_SP_SET: OUTCROP
 DO0330_STAMPING: L-186 1933
 DO0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO0330+STABILITY: POSITION/ELEVATION WELL
 DO0330
 DO0330  HISTORY     - Date     Condition        Report By
 DO0330  HISTORY     - 1933     MONUMENTED       CGS
 DO0330  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0330
 DO0330                          STATION DESCRIPTION
 DO0330
 DO0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0330'1.9 MI N FROM ARCHER CITY.
 DO0330'1.9 MILES NORTH OF , ALONG W.F. AND S. R. R. OPPOSITE MILEPOST NO. 24,
 DO0330'240 FEET WEST OF CENTER OF TRACK.  NOTE-- MILEPOST IS GONE.
 DO0330
 DO0330                          STATION RECOVERY (1957)
 DO0330
 DO0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0415 ***********************************************************************
 DO0415  DESIGNATION -  L 187
 DO0415  PID         -  DO0415
 DO0415  STATE/COUNTY-  TX/BAYLOR
 DO0415  USGS QUAD   -  SEYMOUR EAST (1966)
 DO0415
 DO0415                         *CURRENT SURVEY CONTROL
 DO0415  ___________________________________________________________________
 DO0415* NAD 83(1986)-  33 36 05.     (N)    099 14 17.     (W)     SCALED    
 DO0415* NAVD 88     -       404.507  (meters)    1327.12   (feet)  ADJUSTED  
 DO0415  ___________________________________________________________________
 DO0415  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DO0415  DYNAMIC HT  -         404.042 (meters)    1325.59  (feet)  COMP
 DO0415  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 DO0415
 DO0415  VERT ORDER  -  SECOND    CLASS 0
 DO0415
 DO0415.The horizontal coordinates were scaled from a topographic map and have
 DO0415.an estimated accuracy of +/- 6 seconds.
 DO0415
 DO0415.The orthometric height was determined by differential leveling
 DO0415.and adjusted by the National Geodetic Survey in June 1991..
 DO0415
 DO0415.The geoid height was determined by GEOID03.
 DO0415
 DO0415.The dynamic height is computed by dividing the NAVD 88
 DO0415.geopotential number by the normal gravity value computed on the
 DO0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0415.degrees latitude (g = 980.6199 gals.).
 DO0415
 DO0415.The modeled gravity was interpolated from observed gravity values.
 DO0415
 DO0415;                    North         East    Units  Estimated Accuracy
 DO0415;SPC TXNC     - 2,214,790.      531,500.      MT  (+/- 180 meters Scaled)
 DO0415
 DO0415                          SUPERSEDED SURVEY CONTROL
 DO0415
 DO0415  NGVD 29 (??/??/92)  404.383  (m)         1326.71   (f) ADJ UNCH    2 0
 DO0415
 DO0415.Superseded values are not recommended for survey control.
 DO0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0415.See file dsdata.txt to determine how the superseded data were derived.
 DO0415
 DO0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC779179(NAD 83)
 DO0415_MARKER: DB = BENCH MARK DISK
 DO0415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0415_SP_SET: ABUTMENT
 DO0415_STAMPING: L 187 1933
 DO0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0415
 DO0415  HISTORY     - Date     Condition        Report By
 DO0415  HISTORY     - 1933     MONUMENTED       CGS
 DO0415  HISTORY     - 1966     GOOD             USGS
 DO0415
 DO0415                          STATION DESCRIPTION
 DO0415
 DO0415'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DO0415'2.4 MI E FROM SEYMOUR.
 DO0415'SEYMOUR P.O. APPROX. 2.1 MILES EAST OF ALONG F.M. ROAD 422, THENCE 0.3
 DO0415'MILES NORTH TO OLD RR GRADE.  APPROX 1300 FT. WEST OF ROAD, ON NORTH
 DO0415'END OF EAST MOST OF TWO ISOLATED RR BRIDGE ABUTMENTS.  APPROX 6 FT.
 DO0415'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0355 ***********************************************************************
 CT0355  DESIGNATION -  L 188
 CT0355  PID         -  CT0355
 CT0355  STATE/COUNTY-  TX/SHACKELFORD
 CT0355  USGS QUAD   -  MORAN (1965)
 CT0355
 CT0355                         *CURRENT SURVEY CONTROL
 CT0355  ___________________________________________________________________
 CT0355* NAD 83(1986)-  32 32 48.     (N)    099 10 12.     (W)     SCALED    
 CT0355* NAVD 88     -       415.339  (meters)    1362.66   (feet)  ADJUSTED  
 CT0355  ___________________________________________________________________
 CT0355  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CT0355  DYNAMIC HT  -         414.808 (meters)    1360.92  (feet)  COMP
 CT0355  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 CT0355
 CT0355  VERT ORDER  -  SECOND    CLASS 0
 CT0355
 CT0355.The horizontal coordinates were scaled from a topographic map and have
 CT0355.an estimated accuracy of +/- 6 seconds.
 CT0355
 CT0355.The orthometric height was determined by differential leveling
 CT0355.and adjusted by the National Geodetic Survey in June 1991..
 CT0355
 CT0355.The geoid height was determined by GEOID03.
 CT0355
 CT0355.The dynamic height is computed by dividing the NAVD 88
 CT0355.geopotential number by the normal gravity value computed on the
 CT0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0355.degrees latitude (g = 980.6199 gals.).
 CT0355
 CT0355.The modeled gravity was interpolated from observed gravity values.
 CT0355
 CT0355;                    North         East    Units  Estimated Accuracy
 CT0355;SPC TXNC     - 2,097,780.      537,070.      MT  (+/- 180 meters Scaled)
 CT0355
 CT0355                          SUPERSEDED SURVEY CONTROL
 CT0355
 CT0355  NGVD 29 (??/??/92)  415.210  (m)         1362.23   (f) ADJ UNCH    2 0
 CT0355
 CT0355.Superseded values are not recommended for survey control.
 CT0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0355.See file dsdata.txt to determine how the superseded data were derived.
 CT0355
 CT0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB840010(NAD 83)
 CT0355_MARKER: DB = BENCH MARK DISK
 CT0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0355_SP_SET: FOUNDATION
 CT0355_STAMPING: L 188 1933
 CT0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0355
 CT0355  HISTORY     - Date     Condition        Report By
 CT0355  HISTORY     - 1933     MONUMENTED       CGS
 CT0355  HISTORY     - 1957     GOOD             NGS
 CT0355
 CT0355                          STATION DESCRIPTION
 CT0355
 CT0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0355'IN MORAN.
 CT0355'AT MORAN, SHACKELFORD COUNTY, AT THE TOWN WATER TOWER, AND IN THE TOP
 CT0355'OF THE NORTHWEST CONCRETE FOUNDATION.  NOTE-- THE MARK IS IN THE
 CT0355'NORTHEAST FOUNDATION INSTEAD OF THE NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0251 ***********************************************************************
 DO0251  DESIGNATION -  L 189
 DO0251  PID         -  DO0251
 DO0251  STATE/COUNTY-  TX/YOUNG
 DO0251  USGS QUAD   -  LAKE EDDLEMAN (1981)
 DO0251
 DO0251                         *CURRENT SURVEY CONTROL
 DO0251  ___________________________________________________________________
 DO0251* NAD 83(1986)-  33 07 31.     (N)    098 33 59.     (W)     SCALED    
 DO0251* NAVD 88     -       329.929  (meters)    1082.44   (feet)  ADJUSTED  
 DO0251  ___________________________________________________________________
 DO0251  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DO0251  DYNAMIC HT  -         329.535 (meters)    1081.15  (feet)  COMP
 DO0251  MODELED GRAV-     979,433.0   (mgal)                       NAVD 88
 DO0251
 DO0251  VERT ORDER  -  SECOND    CLASS 0
 DO0251
 DO0251.The horizontal coordinates were scaled from a topographic map and have
 DO0251.an estimated accuracy of +/- 6 seconds.
 DO0251
 DO0251.The orthometric height was determined by differential leveling
 DO0251.and adjusted by the National Geodetic Survey in June 1991..
 DO0251
 DO0251.The geoid height was determined by GEOID03.
 DO0251
 DO0251.The dynamic height is computed by dividing the NAVD 88
 DO0251.geopotential number by the normal gravity value computed on the
 DO0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0251.degrees latitude (g = 980.6199 gals.).
 DO0251
 DO0251.The modeled gravity was interpolated from observed gravity values.
 DO0251
 DO0251;                    North         East    Units  Estimated Accuracy
 DO0251;SPC TXNC     - 2,161,750.      593,810.      MT  (+/- 180 meters Scaled)
 DO0251
 DO0251                          SUPERSEDED SURVEY CONTROL
 DO0251
 DO0251  NGVD 29 (??/??/92)  329.844  (m)         1082.16   (f) ADJ UNCH    2 0
 DO0251
 DO0251.Superseded values are not recommended for survey control.
 DO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0251.See file dsdata.txt to determine how the superseded data were derived.
 DO0251
 DO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB404652(NAD 83)
 DO0251_MARKER: DB = BENCH MARK DISK
 DO0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO0251_SP_SET: MONUMENT
 DO0251_STAMPING: L-189 1933
 DO0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO0251
 DO0251  HISTORY     - Date     Condition        Report By
 DO0251  HISTORY     - 1933     MONUMENTED       CGS
 DO0251  HISTORY     - 1957     GOOD             NGS
 DO0251  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0251
 DO0251                          STATION DESCRIPTION
 DO0251
 DO0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DO0251'2.1 MI E FROM GRAHAM.
 DO0251'2.1 MILES EAST OF, ALONG CHICAGO, ROCK ISLAND AND GULF R.R. AT MILE
 DO0251'POST 53, 20 METERS SOUTH OF CENTER OF TRACK, 1 FOOT NORTH OF FENCE.
 DO0251'NOTE-- 1.6 MI NE OF THE RD. JUNCT. OF HIGHWAY 24 AND FARM RD 61, 0.2
 DO0251'MI NE OF A RD CROSSING AND SOUTH ACROSS RR FROM TELE. POLE NO 1975.
 DO0251
 DO0251                          STATION RECOVERY (1957)
 DO0251
 DO0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DO0251'RECOVERED IN GOOD CONDITION.
 DO0251
 DO0251                          STATION RECOVERY (2005)
 DO0251
 DO0251'RECOVERY NOTE BY US POWER SQUADRON 2005 (GB)
 DO0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0867 ***********************************************************************
 FL0867  DESIGNATION -  L 19
 FL0867  PID         -  FL0867
 FL0867  STATE/COUNTY-  TX/CARSON
 FL0867  USGS QUAD   -  LARK (1983)
 FL0867
 FL0867                         *CURRENT SURVEY CONTROL
 FL0867  ___________________________________________________________________
 FL0867* NAD 83(1986)-  35 12 21.     (N)    101 08 18.     (W)     SCALED    
 FL0867* NAVD 88     -      1003.924  (meters)    3293.71   (feet)  ADJUSTED  
 FL0867  ___________________________________________________________________
 FL0867  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 FL0867  DYNAMIC HT  -        1002.755 (meters)    3289.87  (feet)  COMP
 FL0867  MODELED GRAV-     979,436.1   (mgal)                       NAVD 88
 FL0867
 FL0867  VERT ORDER  -  FIRST     CLASS II
 FL0867
 FL0867.The horizontal coordinates were scaled from a topographic map and have
 FL0867.an estimated accuracy of +/- 6 seconds.
 FL0867
 FL0867.The orthometric height was determined by differential leveling
 FL0867.and adjusted by the National Geodetic Survey in June 1991..
 FL0867.WARNING-Repeat measurements at this control monument indicate possible
 FL0867.vertical movement.
 FL0867
 FL0867.The geoid height was determined by GEOID03.
 FL0867
 FL0867.The dynamic height is computed by dividing the NAVD 88
 FL0867.geopotential number by the normal gravity value computed on the
 FL0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0867.degrees latitude (g = 980.6199 gals.).
 FL0867
 FL0867.The modeled gravity was interpolated from observed gravity values.
 FL0867
 FL0867;                    North         East    Units  Estimated Accuracy
 FL0867;SPC TX N     - 1,133,830.      232,930.      MT  (+/- 180 meters Scaled)
 FL0867
 FL0867                          SUPERSEDED SURVEY CONTROL
 FL0867
 FL0867  NGVD 29 (??/??/92) 1003.463  (m)         3292.19   (f) ADJ UNCH    1 2
 FL0867
 FL0867.Superseded values are not recommended for survey control.
 FL0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0867.See file dsdata.txt to determine how the superseded data were derived.
 FL0867
 FL0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD053979(NAD 83)
 FL0867_MARKER: B = BOLT
 FL0867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0867_SP_SET: CULVERT
 FL0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0867
 FL0867  HISTORY     - Date     Condition        Report By
 FL0867  HISTORY     - UNK      MONUMENTED       CGS
 FL0867  HISTORY     - 1943     GOOD             NGS
 FL0867  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL0867
 FL0867                          STATION DESCRIPTION
 FL0867
 FL0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0867'1.9 MI W FROM GROOM.
 FL0867'1.9 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0867'FROM THE STATION AT GROOM, CARSON COUNTY, AT POLE 721/05, AT A
 FL0867'BALLASTED CONCRETE CULVERT, AND IN THE TOP OF THE SOUTH AND WALL.  A
 FL0867'COPPER BOLT.
 FL0867
 FL0867                          STATION RECOVERY (1984)
 FL0867
 FL0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL0867'THERE HAS BEEN NEW CONCRETE POURED ON TOP OF THE OLD HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0792 ***********************************************************************
 DN0792  DESIGNATION -  L 190
 DN0792  PID         -  DN0792
 DN0792  STATE/COUNTY-  TX/WISE
 DN0792  USGS QUAD   -  WIZARD WELLS (1978)
 DN0792
 DN0792                         *CURRENT SURVEY CONTROL
 DN0792  ___________________________________________________________________
 DN0792* NAD 83(1986)-  33 10 55.     (N)    097 52 52.     (W)     SCALED    
 DN0792* NAVD 88     -       249.946  (meters)     820.03   (feet)  ADJUSTED  
 DN0792  ___________________________________________________________________
 DN0792  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DN0792  DYNAMIC HT  -         249.657 (meters)     819.08  (feet)  COMP
 DN0792  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 DN0792
 DN0792  VERT ORDER  -  SECOND    CLASS 0
 DN0792
 DN0792.The horizontal coordinates were scaled from a topographic map and have
 DN0792.an estimated accuracy of +/- 6 seconds.
 DN0792
 DN0792.The orthometric height was determined by differential leveling
 DN0792.and adjusted by the National Geodetic Survey in June 1991..
 DN0792
 DN0792.The geoid height was determined by GEOID03.
 DN0792
 DN0792.The dynamic height is computed by dividing the NAVD 88
 DN0792.geopotential number by the normal gravity value computed on the
 DN0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0792.degrees latitude (g = 980.6199 gals.).
 DN0792
 DN0792.The modeled gravity was interpolated from observed gravity values.
 DN0792
 DN0792;                    North         East    Units  Estimated Accuracy
 DN0792;SPC TXNC     - 2,168,200.      657,710.      MT  (+/- 180 meters Scaled)
 DN0792
 DN0792                          SUPERSEDED SURVEY CONTROL
 DN0792
 DN0792  NGVD 29 (??/??/92)  249.840  (m)          819.68   (f) ADJ UNCH    2 0
 DN0792
 DN0792.Superseded values are not recommended for survey control.
 DN0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0792.See file dsdata.txt to determine how the superseded data were derived.
 DN0792
 DN0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB043720(NAD 83)
 DN0792_MARKER: DB = BENCH MARK DISK
 DN0792_SETTING: 66 = SET IN ROCK OUTCROP
 DN0792_SP_SET: BEDROCK
 DN0792_STAMPING: L-190 1933
 DN0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0792+STABILITY: POSITION/ELEVATION WELL
 DN0792
 DN0792  HISTORY     - Date     Condition        Report By
 DN0792  HISTORY     - 1933     MONUMENTED       CGS
 DN0792  HISTORY     - 1949     MARK NOT FOUND   NGS
 DN0792  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 DN0792
 DN0792                          STATION DESCRIPTION
 DN0792
 DN0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 DN0792'5.3 MI E FROM VINEYARD.
 DN0792'5.3 MILES EAST OF, ALONG CHICAGO, ROCK ISLAND AND GULF R.R. 7 1/2
 DN0792'RAILS WEST OF MILEPOST NO. 7, 6 RAILS EAST OF A RAILROAD BRIDGE, 22
 DN0792'YARDS SOUTH OF CENTER OF TRACK.  NOTE-- RR IS ABANDONED.
 DN0792
 DN0792                          STATION RECOVERY (1949)
 DN0792
 DN0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DN0792'MARK NOT FOUND.
 DN0792
 DN0792                          STATION RECOVERY (1997)
 DN0792
 DN0792'RECOVERY NOTE BY US POWER SQUADRON 1997
 DN0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0331 ***********************************************************************
 CT0331  DESIGNATION -  L 192
 CT0331  PID         -  CT0331
 CT0331  STATE/COUNTY-  TX/SHACKELFORD
 CT0331  USGS QUAD   -  ACAMPO (1987)
 CT0331
 CT0331                         *CURRENT SURVEY CONTROL
 CT0331  ___________________________________________________________________
 CT0331* NAD 83(1986)-  32 43 05.     (N)    099 23 41.     (W)     SCALED    
 CT0331* NAVD 88     -       518.861  (meters)    1702.30   (feet)  ADJUSTED  
 CT0331  ___________________________________________________________________
 CT0331  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CT0331  DYNAMIC HT  -         518.191 (meters)    1700.10  (feet)  COMP
 CT0331  MODELED GRAV-     979,331.7   (mgal)                       NAVD 88
 CT0331
 CT0331  VERT ORDER  -  SECOND    CLASS 0
 CT0331
 CT0331.The horizontal coordinates were scaled from a topographic map and have
 CT0331.an estimated accuracy of +/- 6 seconds.
 CT0331
 CT0331.The orthometric height was determined by differential leveling
 CT0331.and adjusted by the National Geodetic Survey in June 1991..
 CT0331
 CT0331.The geoid height was determined by GEOID03.
 CT0331
 CT0331.The dynamic height is computed by dividing the NAVD 88
 CT0331.geopotential number by the normal gravity value computed on the
 CT0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0331.degrees latitude (g = 980.6199 gals.).
 CT0331
 CT0331.The modeled gravity was interpolated from observed gravity values.
 CT0331
 CT0331;                    North         East    Units  Estimated Accuracy
 CT0331;SPC TXNC     - 2,116,950.      516,130.      MT  (+/- 180 meters Scaled)
 CT0331
 CT0331                          SUPERSEDED SURVEY CONTROL
 CT0331
 CT0331  NGVD 29 (??/??/92)  518.706  (m)         1701.79   (f) ADJ UNCH    2 0
 CT0331
 CT0331.Superseded values are not recommended for survey control.
 CT0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0331.See file dsdata.txt to determine how the superseded data were derived.
 CT0331
 CT0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB630201(NAD 83)
 CT0331_MARKER: DB = BENCH MARK DISK
 CT0331_SETTING: 66 = SET IN ROCK OUTCROP
 CT0331_SP_SET: ROCK OUTCROP
 CT0331_STAMPING: L 192 1933
 CT0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0331+STABILITY: POSITION/ELEVATION WELL
 CT0331
 CT0331  HISTORY     - Date     Condition        Report By
 CT0331  HISTORY     - 1933     MONUMENTED       CGS
 CT0331  HISTORY     - 1957     GOOD             NGS
 CT0331  HISTORY     - 1965     MARK NOT FOUND   USGS
 CT0331
 CT0331                          STATION DESCRIPTION
 CT0331
 CT0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CT0331'6.8 MI W FROM ALBANY.
 CT0331'6.8 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS FROM
 CT0331'ALBANY, SHACKELFORD COUNTY, 450 FEET EAST OF MILEPOST 195, 60 FEET
 CT0331'NORTH OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF A ROCK
 CT0331'OUTCROP.  A STANDARD DISK, STAMPED L 192 1933.  NOTE-- BM IS BELIEVED
 CT0331'TO BE INTACT BUT COVERED OVER BY EARTH AND ROCKS FROM CONSTRUCTION
 CT0331'ALONG RAILROAD.  THE MARK IS AT THE WEST END OF A DEEP CUT AND IS 3
 CT0331'FEET NORTH OF A POST.
 CT0331
 CT0331                          STATION RECOVERY (1965)
 CT0331
 CT0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CT0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0219 ***********************************************************************
 CT0219  DESIGNATION -  L 193
 CT0219  PID         -  CT0219
 CT0219  STATE/COUNTY-  TX/EASTLAND
 CT0219  USGS QUAD   -  CARBON (1966)
 CT0219
 CT0219                         *CURRENT SURVEY CONTROL
 CT0219  ___________________________________________________________________
 CT0219* NAD 83(1986)-  32 15 58.     (N)    098 48 36.     (W)     SCALED    
 CT0219* NAVD 88     -       474.920  (meters)    1558.13   (feet)  ADJUSTED  
 CT0219  ___________________________________________________________________
 CT0219  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CT0219  DYNAMIC HT  -         474.310 (meters)    1556.13  (feet)  COMP
 CT0219  MODELED GRAV-     979,339.9   (mgal)                       NAVD 88
 CT0219
 CT0219  VERT ORDER  -  SECOND    CLASS 0
 CT0219
 CT0219.The horizontal coordinates were scaled from a topographic map and have
 CT0219.an estimated accuracy of +/- 6 seconds.
 CT0219
 CT0219.The orthometric height was determined by differential leveling
 CT0219.and adjusted by the National Geodetic Survey in June 1991..
 CT0219
 CT0219.The geoid height was determined by GEOID03.
 CT0219
 CT0219.The dynamic height is computed by dividing the NAVD 88
 CT0219.geopotential number by the normal gravity value computed on the
 CT0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0219.degrees latitude (g = 980.6199 gals.).
 CT0219
 CT0219.The modeled gravity was interpolated from observed gravity values.
 CT0219
 CT0219;                    North         East    Units  Estimated Accuracy
 CT0219;SPC TXNC     - 2,066,520.      570,790.      MT  (+/- 180 meters Scaled)
 CT0219
 CT0219                          SUPERSEDED SURVEY CONTROL
 CT0219
 CT0219  NGVD 29 (??/??/92)  474.806  (m)         1557.76   (f) ADJ UNCH    2 0
 CT0219
 CT0219.Superseded values are not recommended for survey control.
 CT0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0219.See file dsdata.txt to determine how the superseded data were derived.
 CT0219
 CT0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA178699(NAD 83)
 CT0219_MARKER: DB = BENCH MARK DISK
 CT0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0219+STABILITY: SURFACE MOTION
 CT0219
 CT0219  HISTORY     - Date     Condition        Report By
 CT0219  HISTORY     - UNK      MONUMENTED       CGS
 CT0219  HISTORY     - 1933     GOOD             NGS
 CT0219  HISTORY     - 1957     GOOD             NGS
 CT0219
 CT0219                          STATION DESCRIPTION
 CT0219
 CT0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CT0219'5.2 MI SE FROM MANGUM.
 CT0219'ALONG MISSOURI, KANSAS AND TEXAS RAILROAD, AT MILE 139.2, 20 FEET EAST
 CT0219'OF ROAD CROSSING IN CORNER OF RIGHT OF WAY FENCE, 43 FEET SOUTH OF
 CT0219'CENTER OF TRACK.  NOTE-- BM IS 1.1 MI SE OF CARBON.
 CT0219
 CT0219                          STATION RECOVERY (1957)
 CT0219
 CT0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CT0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0137 ***********************************************************************
 CT0137  DESIGNATION -  L 194
 CT0137  PID         -  CT0137
 CT0137  STATE/COUNTY-  TX/ERATH
 CT0137  USGS QUAD   -  DUBLIN (1965)
 CT0137
 CT0137                         *CURRENT SURVEY CONTROL
 CT0137  ___________________________________________________________________
 CT0137* NAD 83(1986)-  32 05 02.     (N)    098 18 43.     (W)     SCALED    
 CT0137* NAVD 88     -       433.243  (meters)    1421.40   (feet)  ADJUSTED  
 CT0137  ___________________________________________________________________
 CT0137  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CT0137  DYNAMIC HT  -         432.689 (meters)    1419.58  (feet)  COMP
 CT0137  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 CT0137
 CT0137  VERT ORDER  -  SECOND    CLASS 0
 CT0137
 CT0137.The horizontal coordinates were scaled from a topographic map and have
 CT0137.an estimated accuracy of +/- 6 seconds.
 CT0137
 CT0137.The orthometric height was determined by differential leveling
 CT0137.and adjusted by the National Geodetic Survey in June 1991..
 CT0137
 CT0137.The geoid height was determined by GEOID03.
 CT0137
 CT0137.The dynamic height is computed by dividing the NAVD 88
 CT0137.geopotential number by the normal gravity value computed on the
 CT0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0137.degrees latitude (g = 980.6199 gals.).
 CT0137
 CT0137.The modeled gravity was interpolated from observed gravity values.
 CT0137
 CT0137;                    North         East    Units  Estimated Accuracy
 CT0137;SPC TXNC     - 2,046,280.      617,750.      MT  (+/- 180 meters Scaled)
 CT0137
 CT0137                          SUPERSEDED SURVEY CONTROL
 CT0137
 CT0137  NGVD 29 (??/??/92)  433.143  (m)         1421.07   (f) ADJ UNCH    2 0
 CT0137
 CT0137.Superseded values are not recommended for survey control.
 CT0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0137.See file dsdata.txt to determine how the superseded data were derived.
 CT0137
 CT0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA649499(NAD 83)
 CT0137_MARKER: DB = BENCH MARK DISK
 CT0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0137_STAMPING: L 194 1933 1421.070
 CT0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0137+STABILITY: SURFACE MOTION
 CT0137
 CT0137  HISTORY     - Date     Condition        Report By
 CT0137  HISTORY     - 1933     MONUMENTED       CGS
 CT0137  HISTORY     - 1954     GOOD             NGS
 CT0137  HISTORY     - 19950405 MARK NOT FOUND   USPSQD
 CT0137
 CT0137                          STATION DESCRIPTION
 CT0137
 CT0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CT0137'1.9 MI E FROM DUBLIN.
 CT0137'ABOUT 1.9 MILES EAST ALONG THE M.K.T.R.R. FROM THE STATION AT DUBLIN
 CT0137'ERATH COUNTY, ACROSS THE TRACKS NORTH FROM M.P. NO. 104, 2 FEET NORTH
 CT0137'OF THE NORTH RIGHT-OF-WAY FENCE IN A ROCK FILLED FENCE CORNER, ABOUT
 CT0137'1/4 MILE SOUTH WEST OF THE B.F. WOLFORD RANCH HOUSE AND HIGHWAY NO. 6.
 CT0137'A STANDARD DISK STAMPED AS ABOVE SET IN THE TOP OF A CONCRETE POST
 CT0137'WHICH PROJECTS ABOUT 6 INCHES.
 CT0137
 CT0137                          STATION RECOVERY (1995)
 CT0137
 CT0137'RECOVERY NOTE BY US POWER SQUADRON 1995
 CT0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2261 ***********************************************************************
 CS2261  DESIGNATION -  L 195
 CS2261  PID         -  CS2261
 CS2261  STATE/COUNTY-  TX/BOSQUE
 CS2261  USGS QUAD   -  MORGAN (1977)
 CS2261
 CS2261                         *CURRENT SURVEY CONTROL
 CS2261  ___________________________________________________________________
 CS2261* NAD 83(1986)-  32 00 41.     (N)    097 33 00.     (W)     SCALED    
 CS2261* NAVD 88     -       193.704  (meters)     635.51   (feet)  ADJUSTED  
 CS2261  ___________________________________________________________________
 CS2261  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CS2261  DYNAMIC HT  -         193.463 (meters)     634.72  (feet)  COMP
 CS2261  MODELED GRAV-     979,395.1   (mgal)                       NAVD 88
 CS2261
 CS2261  VERT ORDER  -  SECOND    CLASS 0
 CS2261
 CS2261.The horizontal coordinates were scaled from a topographic map and have
 CS2261.an estimated accuracy of +/- 6 seconds.
 CS2261
 CS2261.The orthometric height was determined by differential leveling
 CS2261.and adjusted by the National Geodetic Survey in June 1991..
 CS2261
 CS2261.The geoid height was determined by GEOID03.
 CS2261
 CS2261.The dynamic height is computed by dividing the NAVD 88
 CS2261.geopotential number by the normal gravity value computed on the
 CS2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2261.degrees latitude (g = 980.6199 gals.).
 CS2261
 CS2261.The modeled gravity was interpolated from observed gravity values.
 CS2261
 CS2261;                    North         East    Units  Estimated Accuracy
 CS2261;SPC TX C     - 3,263,230.      962,960.      MT  (+/- 180 meters Scaled)
 CS2261
 CS2261                          SUPERSEDED SURVEY CONTROL
 CS2261
 CS2261  NGVD 29 (??/??/92)  193.668  (m)          635.39   (f) ADJ UNCH    2 0
 CS2261
 CS2261.Superseded values are not recommended for survey control.
 CS2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2261.See file dsdata.txt to determine how the superseded data were derived.
 CS2261
 CS2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA369426(NAD 83)
 CS2261_MARKER: DB = BENCH MARK DISK
 CS2261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS2261_SP_SET: ABUTMENT
 CS2261_STAMPING: L 195 1933 635.392
 CS2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS2261
 CS2261  HISTORY     - Date     Condition        Report By
 CS2261  HISTORY     - 1933     MONUMENTED       CGS
 CS2261  HISTORY     - 1951     GOOD             NGS
 CS2261  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 CS2261
 CS2261                          STATION DESCRIPTION
 CS2261
 CS2261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CS2261'03.5 MI E FROM MORGAN.
 CS2261'IT IS ABOUT 03.5 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 CS2261'FROM MORGAN, BOSQUE COUNTY, AT BRIDGE 50.8 AND IN THE TOP OF THE SOUTH
 CS2261'END OF THE EAST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED L 195
 CS2261'1933 635.392.
 CS2261
 CS2261                          STATION RECOVERY (2001)
 CS2261
 CS2261'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 CS2261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0380 ***********************************************************************
 BM0380  DESIGNATION -  L 196
 BM0380  PID         -  BM0380
 BM0380  STATE/COUNTY-  TX/WILLIAMSON
 BM0380  USGS QUAD   -  THRALL (1989)
 BM0380
 BM0380                         *CURRENT SURVEY CONTROL
 BM0380  ___________________________________________________________________
 BM0380* NAD 83(1986)-  30 35 50.     (N)    097 15 52.     (W)     SCALED    
 BM0380* NAVD 88     -       160.06   (+/-2cm)     525.1    (feet)  VERTCON   
 BM0380  ___________________________________________________________________
 BM0380  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BM0380
 BM0380  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0380
 BM0380.The horizontal coordinates were scaled from a topographic map and have
 BM0380.an estimated accuracy of +/- 6 seconds.
 BM0380
 BM0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0380.The vertical order pertains to the NGVD 29 superseded value.
 BM0380
 BM0380.The geoid height was determined by GEOID03.
 BM0380
 BM0380;                    North         East    Units  Estimated Accuracy
 BM0380;SPC TX C     - 3,107,220.      994,250.      MT  (+/- 180 meters Scaled)
 BM0380
 BM0380                          SUPERSEDED SURVEY CONTROL
 BM0380
 BM0380  NGVD 29 (??/??/92)  159.992  (m)          524.91   (f) ADJ UNCH    2 0
 BM0380
 BM0380.Superseded values are not recommended for survey control.
 BM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0380.See file dsdata.txt to determine how the superseded data were derived.
 BM0380
 BM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU663862(NAD 83)
 BM0380_MARKER: DB = BENCH MARK DISK
 BM0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0380_SP_SET: CULVERT
 BM0380_STAMPING: 524.953 L 196 1933
 BM0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0380
 BM0380  HISTORY     - Date     Condition        Report By
 BM0380  HISTORY     - 1933     MONUMENTED       CGS
 BM0380  HISTORY     - 1964     MARK NOT FOUND   USGS
 BM0380  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 BM0380
 BM0380                          STATION DESCRIPTION
 BM0380
 BM0380'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 BM0380'3.3 MI W FROM THORNDALE.
 BM0380'IN WILLIAMSON COUNTY, 3.3 MILES WEST ALONG THE MISSOURI PACIFIC
 BM0380'RAILROAD (FORMERLY THE INTERNATIONAL-GREAT NORTHERN RAILROAD) FROM
 BM0380'THORNDALE, MILAM COUNTY, 0.1 MILE WEST OF POLE 135/20, AT A CONCRETE
 BM0380'CULVERT, AND IN THE TOP OF THE SOUTH HEADWALL.
 BM0380
 BM0380                          STATION RECOVERY (1999)
 BM0380
 BM0380'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0281 ***********************************************************************
 BM0281  DESIGNATION -  L 197
 BM0281  PID         -  BM0281
 BM0281  STATE/COUNTY-  TX/ROBERTSON
 BM0281  USGS QUAD   -  HEARNE NORTH (1989)
 BM0281
 BM0281                         *CURRENT SURVEY CONTROL
 BM0281  ___________________________________________________________________
 BM0281* NAD 83(1986)-  30 52 53.     (N)    096 35 34.     (W)     SCALED    
 BM0281* NAVD 88     -        93.58   (+/-2cm)     307.0    (feet)  VERTCON   
 BM0281  ___________________________________________________________________
 BM0281  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM0281
 BM0281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0281
 BM0281.The horizontal coordinates were scaled from a topographic map and have
 BM0281.an estimated accuracy of +/- 6 seconds.
 BM0281
 BM0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0281.The vertical order pertains to the NGVD 29 superseded value.
 BM0281
 BM0281.The geoid height was determined by GEOID03.
 BM0281
 BM0281;                    North         East    Units  Estimated Accuracy
 BM0281;SPC TX C     - 3,140,670.    1,057,570.      MT  (+/- 180 meters Scaled)
 BM0281
 BM0281                          SUPERSEDED SURVEY CONTROL
 BM0281
 BM0281  NGVD 29 (??/??/92)   93.547  (m)          306.91   (f) ADJ UNCH    2 0
 BM0281
 BM0281.Superseded values are not recommended for survey control.
 BM0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0281.See file dsdata.txt to determine how the superseded data were derived.
 BM0281
 BM0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV301189(NAD 83)
 BM0281_MARKER: DB = BENCH MARK DISK
 BM0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0281_SP_SET: FOUNDATION
 BM0281_STAMPING: 306.938 L 197 1933
 BM0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0281
 BM0281  HISTORY     - Date     Condition        Report By
 BM0281  HISTORY     - 1933     MONUMENTED       CGS
 BM0281  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0281  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0281
 BM0281                          STATION DESCRIPTION
 BM0281
 BM0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0281'IN HEARNE.
 BM0281'AT HEARNE, ROBERTSON COUNTY, ON THE SOUTHERN PACIFIC LINES (FORMERLY
 BM0281'THE TEXAS AND NEW ORLEANS RAILROAD), 350 FEET SOUTHEAST OF THE
 BM0281'ROUNDHOUSE, AT THE STEEL WATER TANK, AND IN THE TOP OF THE CONCRETE
 BM0281'FOUNDATION OF THE EAST ONE OF THE NORTH PAIR OF LEGS.
 BM0281
 BM0281                          STATION RECOVERY (1990)
 BM0281
 BM0281'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0281'MARK NOT FOUND.
 BM0281
 BM0281                          STATION RECOVERY (1994)
 BM0281
 BM0281'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1036 ***********************************************************************
 BZ1036  DESIGNATION -  L 198
 BZ1036  PID         -  BZ1036
 BZ1036  STATE/COUNTY-  TX/CORYELL
 BZ1036  USGS QUAD   -  ATER (1979)
 BZ1036
 BZ1036                         *CURRENT SURVEY CONTROL
 BZ1036  ___________________________________________________________________
 BZ1036* NAD 83(1986)-  31 30 31.     (N)    097 52 15.     (W)     SCALED    
 BZ1036* NAVD 88     -       268.913  (meters)     882.26   (feet)  ADJUSTED  
 BZ1036  ___________________________________________________________________
 BZ1036  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BZ1036  DYNAMIC HT  -         268.563 (meters)     881.11  (feet)  COMP
 BZ1036  MODELED GRAV-     979,334.1   (mgal)                       NAVD 88
 BZ1036
 BZ1036  VERT ORDER  -  SECOND    CLASS 0
 BZ1036
 BZ1036.The horizontal coordinates were scaled from a topographic map and have
 BZ1036.an estimated accuracy of +/- 6 seconds.
 BZ1036
 BZ1036.The orthometric height was determined by differential leveling
 BZ1036.and adjusted by the National Geodetic Survey in June 1991..
 BZ1036
 BZ1036.The geoid height was determined by GEOID03.
 BZ1036
 BZ1036.The dynamic height is computed by dividing the NAVD 88
 BZ1036.geopotential number by the normal gravity value computed on the
 BZ1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1036.degrees latitude (g = 980.6199 gals.).
 BZ1036
 BZ1036.The modeled gravity was interpolated from observed gravity values.
 BZ1036
 BZ1036;                    North         East    Units  Estimated Accuracy
 BZ1036;SPC TX C     - 3,206,780.      933,880.      MT  (+/- 180 meters Scaled)
 BZ1036
 BZ1036                          SUPERSEDED SURVEY CONTROL
 BZ1036
 BZ1036  NGVD 29 (??/??/92)  268.846  (m)          882.04   (f) ADJ UNCH    2 0
 BZ1036
 BZ1036.Superseded values are not recommended for survey control.
 BZ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1036.See file dsdata.txt to determine how the superseded data were derived.
 BZ1036
 BZ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV072865(NAD 83)
 BZ1036_MARKER: DB = BENCH MARK DISK
 BZ1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1036_STAMPING: L 198 1933
 BZ1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1036+STABILITY: SURFACE MOTION
 BZ1036
 BZ1036  HISTORY     - Date     Condition        Report By
 BZ1036  HISTORY     - 1933     MONUMENTED       CGS
 BZ1036
 BZ1036                          STATION DESCRIPTION
 BZ1036
 BZ1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ1036'6.8 MI SE FROM IRELAND.
 BZ1036'6.8 MILES SOUTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 BZ1036'IRELAND, CORYELL COUNTY, 120 FEET SOUTHEAST OF POLE 10+1, 25 FEET WEST
 BZ1036'OF A ROAD CROSSING, 60 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 BZ1036'AND 5 FEET FROM THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A
 BZ1036'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0884 ***********************************************************************
 BZ0884  DESIGNATION -  L 199
 BZ0884  PID         -  BZ0884
 BZ0884  STATE/COUNTY-  TX/MCLENNAN
 BZ0884  USGS QUAD   -  MOODY (1993)
 BZ0884
 BZ0884                         *CURRENT SURVEY CONTROL
 BZ0884  ___________________________________________________________________
 BZ0884* NAD 83(1986)-  31 18 52.     (N)    097 21 36.     (W)     SCALED    
 BZ0884* NAVD 88     -       240.574  (meters)     789.28   (feet)  ADJUSTED  
 BZ0884  ___________________________________________________________________
 BZ0884  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BZ0884  DYNAMIC HT  -         240.257 (meters)     788.24  (feet)  COMP
 BZ0884  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
 BZ0884
 BZ0884  VERT ORDER  -  SECOND    CLASS 0
 BZ0884
 BZ0884.The horizontal coordinates were scaled from a topographic map and have
 BZ0884.an estimated accuracy of +/- 6 seconds.
 BZ0884
 BZ0884.The orthometric height was determined by differential leveling
 BZ0884.and adjusted by the National Geodetic Survey in June 1991..
 BZ0884
 BZ0884.The geoid height was determined by GEOID03.
 BZ0884
 BZ0884.The dynamic height is computed by dividing the NAVD 88
 BZ0884.geopotential number by the normal gravity value computed on the
 BZ0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0884.degrees latitude (g = 980.6199 gals.).
 BZ0884
 BZ0884.The modeled gravity was interpolated from observed gravity values.
 BZ0884
 BZ0884;                    North         East    Units  Estimated Accuracy
 BZ0884;SPC TX C     - 3,186,450.      982,970.      MT  (+/- 180 meters Scaled)
 BZ0884
 BZ0884                          SUPERSEDED SURVEY CONTROL
 BZ0884
 BZ0884  NGVD 29 (??/??/92)  240.525  (m)          789.12   (f) ADJ UNCH    2 0
 BZ0884
 BZ0884.Superseded values are not recommended for survey control.
 BZ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0884.See file dsdata.txt to determine how the superseded data were derived.
 BZ0884
 BZ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV560656(NAD 83)
 BZ0884_MARKER: DB = BENCH MARK DISK
 BZ0884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0884_SP_SET: BUILDING FOUNDATION
 BZ0884_STAMPING: L 199 1933
 BZ0884_MARK LOGO: CGS   
 BZ0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 BZ0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0884
 BZ0884  HISTORY     - Date     Condition        Report By
 BZ0884  HISTORY     - 1933     MONUMENTED       CGS
 BZ0884  HISTORY     - 19910419 GOOD             USGS
 BZ0884  HISTORY     - 19910527 MARK NOT FOUND   USPSQD
 BZ0884
 BZ0884                          STATION DESCRIPTION
 BZ0884
 BZ0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0884'IN MOODY.
 BZ0884'AT MOODY, MCLENNAN COUNTY, IN THE EAST CONCRETE FOUNDATION WALL OF THE
 BZ0884'HIGH SCHOOL BUILDING, 3 FEET NORTH OF THE SOUTHEAST CORNER, AND 1 FOOT
 BZ0884'ABOVE THE GROUND.  A STANDARD DISK, STAMPED L 199 1933 AND SET
 BZ0884'VERTICALLY.
 BZ0884
 BZ0884                          STATION RECOVERY (1991)
 BZ0884
 BZ0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 BZ0884'RECOVERED IN GOOD CONDITION.  NOTE--THE HIGH SCHOOL WHICH WAS ON THIS
 BZ0884'FOUNDATION HAS BEEN TORN DOWN, FOUNDATION WITH BENCHMARK INTACT HAS
 BZ0884'BEEN FILLED IN AND INCORPORATED INTO A PLAYGROUND BETWEEN THE
 BZ0884'ELEMENTARY AND JUNIOR HIGH SCHOOLS.
 BZ0884
 BZ0884                          STATION RECOVERY (1991)
 BZ0884
 BZ0884'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BZ0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1052 ***********************************************************************
 AY1052  DESIGNATION -  L 2
 AY1052  PID         -  AY1052
 AY1052  STATE/COUNTY-  TX/BEXAR
 AY1052  USGS QUAD   -  HELOTES (1992)
 AY1052
 AY1052                         *CURRENT SURVEY CONTROL
 AY1052  ___________________________________________________________________
 AY1052* NAD 83(1986)-  29 33 13.     (N)    098 40 02.     (W)     SCALED    
 AY1052* NAVD 88     -       296.70   (+/-2cm)     973.4    (feet)  VERTCON   
 AY1052  ___________________________________________________________________
 AY1052  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AY1052
 AY1052  VERT ORDER  -  THIRD (See Below)
 AY1052
 AY1052.The horizontal coordinates were scaled from a topographic map and have
 AY1052.an estimated accuracy of +/- 6 seconds.
 AY1052
 AY1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY1052.The vertical order pertains to the NGVD 29 superseded value.
 AY1052
 AY1052.The geoid height was determined by GEOID03.
 AY1052
 AY1052;                    North         East    Units  Estimated Accuracy
 AY1052;SPC TXSC     - 4,190,700.      632,250.      MT  (+/- 180 meters Scaled)
 AY1052
 AY1052                          SUPERSEDED SURVEY CONTROL
 AY1052
 AY1052  NGVD 29 (01/29/03)  296.59   (m)          973.1    (f) RESET       3  
 AY1052
 AY1052.Superseded values are not recommended for survey control.
 AY1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1052.See file dsdata.txt to determine how the superseded data were derived.
 AY1052
 AY1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT322693(NAD 83)
 AY1052_MARKER: DD = SURVEY DISK
 AY1052_SETTING: 0 = UNSPECIFIED SETTING
 AY1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY1052
 AY1052  HISTORY     - Date     Condition        Report By
 AY1052  HISTORY     - 1966     MONUMENTED       TXHD
 AY1052  HISTORY     - 1966     GOOD             NGS
 AY1052  HISTORY     - 20020308 MARK NOT FOUND   USPSQD
 AY1052
 AY1052                          STATION DESCRIPTION
 AY1052
 AY1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 AY1052'5.1 MI NW FROM SAN ANTONIO.
 AY1052'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE LEON VALLEY SCHOOL
 AY1052'AT SAN ANTONIO, BEXAR COUNTY, IN THE WEST QUADRANT OF THE INTERSECTION
 AY1052'OF STATE HIGHWAY 16 AND FM 1604, APPROXIMATELY 355 FEET RIGHT OF
 AY1052'STATION 277+65, 85 FEET SOUTH OF A ROW ANGLE POINT, 3 FEET EAST OF THE
 AY1052'RIGHT-OF-WAY LINE.
 AY1052
 AY1052                          STATION RECOVERY (2002)
 AY1052
 AY1052'RECOVERY NOTE BY US POWER SQUADRON 2002 (SPD)
 AY1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0101 ***********************************************************************
 DN0101  DESIGNATION -  L 2
 DN0101  PID         -  DN0101
 DN0101  STATE/COUNTY-  TX/HUNT
 DN0101  USGS QUAD   -  GREENVILLE NE (1963)
 DN0101
 DN0101                         *CURRENT SURVEY CONTROL
 DN0101  ___________________________________________________________________
 DN0101* NAD 83(1986)-  33 08 22.     (N)    096 06 32.     (W)     SCALED    
 DN0101* NAVD 88     -       168.977  (meters)     554.39   (feet)  ADJUSTED  
 DN0101  ___________________________________________________________________
 DN0101  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 DN0101  DYNAMIC HT  -         168.793 (meters)     553.78  (feet)  COMP
 DN0101  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 DN0101
 DN0101  VERT ORDER  -  FIRST     CLASS II
 DN0101
 DN0101.The horizontal coordinates were scaled from a topographic map and have
 DN0101.an estimated accuracy of +/- 6 seconds.
 DN0101
 DN0101.The orthometric height was determined by differential leveling
 DN0101.and adjusted by the National Geodetic Survey in June 1991..
 DN0101.WARNING-Repeat measurements at this control monument indicate possible
 DN0101.vertical movement.
 DN0101
 DN0101.The geoid height was determined by GEOID03.
 DN0101
 DN0101.The dynamic height is computed by dividing the NAVD 88
 DN0101.geopotential number by the normal gravity value computed on the
 DN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0101.degrees latitude (g = 980.6199 gals.).
 DN0101
 DN0101.The modeled gravity was interpolated from observed gravity values.
 DN0101
 DN0101;                    North         East    Units  Estimated Accuracy
 DN0101;SPC TXNC     - 2,165,860.      823,060.      MT  (+/- 180 meters Scaled)
 DN0101
 DN0101                          SUPERSEDED SURVEY CONTROL
 DN0101
 DN0101  NGVD 29 (??/??/92)  168.960  (m)          554.33   (f) ADJ UNCH    1 2
 DN0101
 DN0101.Superseded values are not recommended for survey control.
 DN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0101.See file dsdata.txt to determine how the superseded data were derived.
 DN0101
 DN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB696704(NAD 83)
 DN0101_MARKER: B = BOLT
 DN0101_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DN0101_SP_SET: FOUNDATION WALL
 DN0101_MARK LOGO: NONE  
 DN0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN0101+STABILITY: POSITION/ELEVATION WELL
 DN0101
 DN0101  HISTORY     - Date     Condition        Report By
 DN0101  HISTORY     - UNK      MONUMENTED       CGS
 DN0101  HISTORY     - 1959     GOOD             NGS
 DN0101  HISTORY     - 1986     GOOD             NGS
 DN0101
 DN0101                          STATION DESCRIPTION
 DN0101
 DN0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 DN0101'IN GREENVILLE.
 DN0101'AT GREENVILLE, 3 BLOCKS WEST OF THE COUNTY COURTHOUSE, 2 1/2 BLOCKS
 DN0101'EAST OF THE MISSOURI-KANSAS-TEXAS RAILROAD STATION, AT THE NORTHEAST
 DN0101'CORNER ENTRANCE TO THE SHELTON OFFICE SUPPLY COMPANY BUILDING, 20 FEET
 DN0101'WEST OF THE CENTER LINE OF OAK STREET, 8 FEET SOUTH OF THE SOUTH CURB
 DN0101'OF LEE STREET, 6 FEET NORTHWEST OF THE CENTER LINE OF THE ENTRANCE,
 DN0101'AND IN THE NORTH FACE OF THE 4TH GRANITE STONE ABOVE THE SIDEWALK.
 DN0101
 DN0101                          STATION RECOVERY (1986)
 DN0101
 DN0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0101'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN GREENVILLE,
 DN0101'AT THE INTERSECTION OF LEE AND OAK STREETS, A COPPER BOLT SET
 DN0101'VERTICALLY IN THE NORTH FACE OF THE FOUNDATION WALL OF THE SHELTON
 DN0101'OFFICE SUPPLY BUILDING, 11.6 M (38.1 FT) SOUTH OF THE CENTERLINE OF
 DN0101'LEE STREET, 6.2 M (20.3 FT) WEST OF THE CENTER OF OAK STREET, 3.0 M
 DN0101'(9.8 FT) WEST THE NORTHEAST CORNER OF THE BUILDING.
 DN0101'THE MARK IS 1.2 M ABOVE A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0770 ***********************************************************************
 AB0770  DESIGNATION -  L 20
 AB0770  PID         -  AB0770
 AB0770  STATE/COUNTY-  TX/CAMERON
 AB0770  USGS QUAD   -  LA FERIA (1970)
 AB0770
 AB0770                         *CURRENT SURVEY CONTROL
 AB0770  ___________________________________________________________________
 AB0770* NAD 83(1986)-  26 11 10.     (N)    097 45 28.     (W)     SCALED    
 AB0770* NAVD 88     -        15.579  (meters)      51.11   (feet)  ADJUSTED  
 AB0770  ___________________________________________________________________
 AB0770  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 AB0770  DYNAMIC HT  -          15.554 (meters)      51.03  (feet)  COMP
 AB0770  MODELED GRAV-     979,029.8   (mgal)                       NAVD 88
 AB0770
 AB0770  VERT ORDER  -  SECOND    CLASS 0
 AB0770
 AB0770.The horizontal coordinates were scaled from a topographic map and have
 AB0770.an estimated accuracy of +/- 6 seconds.
 AB0770
 AB0770.The orthometric height was determined by differential leveling
 AB0770.and adjusted by the National Geodetic Survey in June 1991..
 AB0770
 AB0770.The geoid height was determined by GEOID03.
 AB0770
 AB0770.The dynamic height is computed by dividing the NAVD 88
 AB0770.geopotential number by the normal gravity value computed on the
 AB0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0770.degrees latitude (g = 980.6199 gals.).
 AB0770
 AB0770.The modeled gravity was interpolated from observed gravity values.
 AB0770
 AB0770;                    North         East    Units  Estimated Accuracy
 AB0770;SPC TX S     - 5,057,770.      374,190.      MT  (+/- 180 meters Scaled)
 AB0770
 AB0770                          SUPERSEDED SURVEY CONTROL
 AB0770
 AB0770  NGVD 29 (??/??/92)   15.694  (m)           51.49   (f) ADJ UNCH    2 0
 AB0770
 AB0770.Superseded values are not recommended for survey control.
 AB0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0770.See file dsdata.txt to determine how the superseded data were derived.
 AB0770
 AB0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP241968(NAD 83)
 AB0770_MARKER: DD = SURVEY DISK
 AB0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0770_SP_SET: SYPHON
 AB0770_STAMPING: L 20 51.32
 AB0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0770
 AB0770  HISTORY     - Date     Condition        Report By
 AB0770  HISTORY     - UNK      MONUMENTED
 AB0770  HISTORY     - 1963     GOOD             NGS
 AB0770  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0770  HISTORY     - 20040304 MARK NOT FOUND   GEOCAC
 AB0770
 AB0770                          STATION DESCRIPTION
 AB0770
 AB0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AB0770'4.0 MI W FROM HARLINGEN.
 AB0770'FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND STUART PLACE RD. 3.9 MI.
 AB0770'W OF THE RAILROAD STATION IN HARLINGEN, GO N ON STUART PLACE RD. FOR
 AB0770'0.5 MI. TO THE MARK ON THE RIGHT, CENTERED IN THE EAST WINGWALL OF A
 AB0770'CONCRETE CULVERT.  THE MARK, 15.4 FT. E OF THE CENTERLINE OF STUART
 AB0770'PLACE RD., 33.5 FT. SW OF A CONCRETE SYPHON, AND 13 FT. N OF THE
 AB0770'CENTERLINE OF A DIRT ON THE SOUTH SIDE OF THE SYPHON.  THE MARK IS A
 AB0770'STANDARD CAMERON COUNTY TEXAS BENCH MARK SET IN A DRILL HOLE AND
 AB0770'STAMPED L 20 51.32.
 AB0770
 AB0770                          STATION RECOVERY (1981)
 AB0770
 AB0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0770'MARK NOT RECOVERED.
 AB0770
 AB0770                          STATION RECOVERY (2004)
 AB0770
 AB0770'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AB0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0309 ***********************************************************************
 CD0309  DESIGNATION -  L 20
 CD0309  PID         -  CD0309
 CD0309  STATE/COUNTY-  TX/CULBERSON
 CD0309  USGS QUAD   -  GUADALUPE PASS (1973)
 CD0309
 CD0309                         *CURRENT SURVEY CONTROL
 CD0309  ___________________________________________________________________
 CD0309* NAD 83(1986)-  31 51 42.     (N)    104 49 26.     (W)     SCALED    
 CD0309* NAVD 88     -      1654.471  (meters)    5428.04   (feet)  ADJUSTED  
 CD0309  ___________________________________________________________________
 CD0309  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CD0309  DYNAMIC HT  -        1651.868 (meters)    5419.50  (feet)  COMP
 CD0309  MODELED GRAV-     979,007.1   (mgal)                       NAVD 88
 CD0309
 CD0309  VERT ORDER  -  FIRST     CLASS II
 CD0309
 CD0309.The horizontal coordinates were scaled from a topographic map and have
 CD0309.an estimated accuracy of +/- 6 seconds.
 CD0309
 CD0309.The orthometric height was determined by differential leveling
 CD0309.and adjusted by the National Geodetic Survey in June 1991..
 CD0309.WARNING-Repeat measurements at this control monument indicate possible
 CD0309.vertical movement.
 CD0309
 CD0309.The geoid height was determined by GEOID03.
 CD0309
 CD0309.The dynamic height is computed by dividing the NAVD 88
 CD0309.geopotential number by the normal gravity value computed on the
 CD0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0309.degrees latitude (g = 980.6199 gals.).
 CD0309
 CD0309.The modeled gravity was interpolated from observed gravity values.
 CD0309
 CD0309;                    North         East    Units  Estimated Accuracy
 CD0309;SPC TX C     - 3,251,910.      275,160.      MT  (+/- 180 meters Scaled)
 CD0309
 CD0309                          SUPERSEDED SURVEY CONTROL
 CD0309
 CD0309  NGVD 29 (??/??/92) 1653.831  (m)         5425.94   (f) ADJ UNCH    1 2
 CD0309
 CD0309.Superseded values are not recommended for survey control.
 CD0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0309.See file dsdata.txt to determine how the superseded data were derived.
 CD0309
 CD0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER166251(NAD 83)
 CD0309_MARKER: DD = SURVEY DISK
 CD0309_SETTING: 66 = SET IN ROCK OUTCROP
 CD0309_SP_SET: OUTCROP
 CD0309_STAMPING: 5426 L 20 1933
 CD0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0309+STABILITY: POSITION/ELEVATION WELL
 CD0309
 CD0309  HISTORY     - Date     Condition        Report By
 CD0309  HISTORY     - 1933     MONUMENTED       USGS
 CD0309  HISTORY     - 1943     GOOD             NGS
 CD0309  HISTORY     - 1977     MARK NOT FOUND   NGS
 CD0309
 CD0309                          STATION DESCRIPTION
 CD0309
 CD0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CD0309'108.1 MI E FROM EL PASO.
 CD0309'IN CULBERSON COUNTY, 108.1 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0309'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 3.3 MILES SOUTHWEST OF
 CD0309'PINE SPRINGS, 2.6 MILES NORTHEAST OFTHE SIGNAL PEAK SERVICE STATION,
 CD0309'ABOUT 350 FEET WEST OF A ROAD LEADING TO THE PASOTEX PIPE LINE CO.
 CD0309'PUMPING PLANT, EAST OF THE CREST OF THE DIVIDE, 60 FEET WEST OF AN
 CD0309'IRON CULVERT, 85 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE
 CD0309'TOP OF A LIMESTONE OUTCROP, AND ABOUT 18 INCHES ABOVE THE GROUND.  A
 CD0309'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5426 L 20 1933.
 CD0309
 CD0309                          STATION RECOVERY (1977)
 CD0309
 CD0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0309'NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0029 ***********************************************************************
 EO0029  DESIGNATION -  L 20
 EO0029  PID         -  EO0029
 EO0029  STATE/COUNTY-  TX/DEAF SMITH
 EO0029  USGS QUAD   -  DAWN (1984)
 EO0029
 EO0029                         *CURRENT SURVEY CONTROL
 EO0029  ___________________________________________________________________
 EO0029* NAD 83(1986)-  34 53 22.     (N)    102 14 26.     (W)     SCALED    
 EO0029* NAVD 88     -      1151.205  (meters)    3776.91   (feet)  ADJUSTED  
 EO0029  ___________________________________________________________________
 EO0029  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 EO0029  DYNAMIC HT  -        1149.767 (meters)    3772.19  (feet)  COMP
 EO0029  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 EO0029
 EO0029  VERT ORDER  -  FIRST     CLASS II
 EO0029
 EO0029.The horizontal coordinates were scaled from a topographic map and have
 EO0029.an estimated accuracy of +/- 6 seconds.
 EO0029
 EO0029.The orthometric height was determined by differential leveling
 EO0029.and adjusted by the National Geodetic Survey in June 1991..
 EO0029
 EO0029.The geoid height was determined by GEOID03.
 EO0029
 EO0029.The dynamic height is computed by dividing the NAVD 88
 EO0029.geopotential number by the normal gravity value computed on the
 EO0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0029.degrees latitude (g = 980.6199 gals.).
 EO0029
 EO0029.The modeled gravity was interpolated from observed gravity values.
 EO0029
 EO0029;                    North         East    Units  Estimated Accuracy
 EO0029;SPC TX N     - 1,098,930.      132,310.      MT  (+/- 180 meters Scaled)
 EO0029
 EO0029                          SUPERSEDED SURVEY CONTROL
 EO0029
 EO0029  NGVD 29 (??/??/92) 1150.672  (m)         3775.16   (f) ADJ UNCH    1 2
 EO0029
 EO0029.Superseded values are not recommended for survey control.
 EO0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0029.See file dsdata.txt to determine how the superseded data were derived.
 EO0029
 EO0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU521642(NAD 83)
 EO0029_MARKER: P = PIPE CAP
 EO0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0029_STAMPING: L 20 1911 ELEV. 3775.163 FT.
 EO0029_MARK LOGO: CGS   
 EO0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0029
 EO0029  HISTORY     - Date     Condition        Report By
 EO0029  HISTORY     - 1911     MONUMENTED       CGS
 EO0029  HISTORY     - 1958     GOOD             NGS
 EO0029  HISTORY     - 1984     GOOD             NGS
 EO0029
 EO0029                          STATION DESCRIPTION
 EO0029
 EO0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0029'8.6 MI SW FROM UMBARGER.
 EO0029'ABOUT 8.6 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 EO0029'FROM THE STATION AT UMBARGER, 8 1/2 TELEPHONE POLES SOUTHWEST OF MILE
 EO0029'POST 589, 140 FEET SOUTH OF THE CENTER LINE OF A ROAD CROSSING, 95
 EO0029'FEET SOUTHEAST OF THE NEAR RAIL, 56 FEET SOUTHWEST OF THE CENTER LINE
 EO0029'OF THE ROAD, 2 FEET NORTHWEST OF A FENCE, 1 FOOT NORTHEAST OF A STEEL
 EO0029'WITNESS POST, ABOUT 6 FEET BELOW THE TRACK, AND ON THE TOP OF AN IRON
 EO0029'PIPE PROJECTING 1 FOOT ABOVE THE GROUND.  NOTE-- 1911 WAS STAMPED ON
 EO0029'THE MARK BY THIS PARTY.
 EO0029
 EO0029                          STATION RECOVERY (1984)
 EO0029
 EO0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0029'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.5 KM
 EO0029'(10.25 MI) NORTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EO0029'RAILROAD FROM THE STATION IN HEREFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0686 ***********************************************************************
 BM0686  DESIGNATION -  L 200
 BM0686  PID         -  BM0686
 BM0686  STATE/COUNTY-  TX/WILLIAMSON
 BM0686  USGS QUAD   -  LIBERTY HILL (1979)
 BM0686
 BM0686                         *CURRENT SURVEY CONTROL
 BM0686  ___________________________________________________________________
 BM0686* NAD 83(1986)-  30 42 49.     (N)    097 58 29.     (W)     SCALED    
 BM0686* NAVD 88     -       346.445  (meters)    1136.63   (feet)  ADJUSTED  
 BM0686  ___________________________________________________________________
 BM0686  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 BM0686  DYNAMIC HT  -         345.978 (meters)    1135.10  (feet)  COMP
 BM0686  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 BM0686
 BM0686  VERT ORDER  -  SECOND    CLASS 0
 BM0686
 BM0686.The horizontal coordinates were scaled from a topographic map and have
 BM0686.an estimated accuracy of +/- 6 seconds.
 BM0686
 BM0686.The orthometric height was determined by differential leveling
 BM0686.and adjusted by the National Geodetic Survey in June 1991..
 BM0686
 BM0686.The geoid height was determined by GEOID03.
 BM0686
 BM0686.The dynamic height is computed by dividing the NAVD 88
 BM0686.geopotential number by the normal gravity value computed on the
 BM0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0686.degrees latitude (g = 980.6199 gals.).
 BM0686
 BM0686.The modeled gravity was interpolated from observed gravity values.
 BM0686
 BM0686;                    North         East    Units  Estimated Accuracy
 BM0686;SPC TX C     - 3,118,450.      925,890.      MT  (+/- 180 meters Scaled)
 BM0686
 BM0686                          SUPERSEDED SURVEY CONTROL
 BM0686
 BM0686  NGVD 29 (??/??/92)  346.369  (m)         1136.38   (f) ADJ UNCH    2 0
 BM0686
 BM0686.Superseded values are not recommended for survey control.
 BM0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0686.See file dsdata.txt to determine how the superseded data were derived.
 BM0686
 BM0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU981983(NAD 83)
 BM0686_MARKER: DB = BENCH MARK DISK
 BM0686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0686_SP_SET: CULVERT
 BM0686_STAMPING: L-200 1933
 BM0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0686
 BM0686  HISTORY     - Date     Condition        Report By
 BM0686  HISTORY     - 1933     MONUMENTED       CGS
 BM0686  HISTORY     - 1952     GOOD             LOCSUR
 BM0686  HISTORY     - 20020223 GOOD             USPSQD
 BM0686
 BM0686                          STATION DESCRIPTION
 BM0686
 BM0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0686'4.8 MI W FROM LIBERTY HILL.
 BM0686'ALONG TEXAS AND NEW ORLEANS RAILROAD, 100 FEET WEST OF MILEPOST 44, 14
 BM0686'FEET NORTH OF CENTER OF TRACK, IN CONCRETE HEADWALL OF PIPE CULVERT
 BM0686'NO. 44-A.
 BM0686
 BM0686                          STATION RECOVERY (1952)
 BM0686
 BM0686'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1952
 BM0686'RECOVERED IN GOOD CONDITION.
 BM0686
 BM0686                          STATION RECOVERY (2002)
 BM0686
 BM0686'RECOVERY NOTE BY US POWER SQUADRON 2002 (CVS)
 BM0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0621 ***********************************************************************
 BM0621  DESIGNATION -  L 201
 BM0621  PID         -  BM0621
 BM0621  STATE/COUNTY-  TX/TRAVIS
 BM0621  USGS QUAD   -  AUSTIN EAST (1988)
 BM0621
 BM0621                         *CURRENT SURVEY CONTROL
 BM0621  ___________________________________________________________________
 BM0621* NAD 83(1986)-  30 15 49.     (N)    097 42 47.     (W)     SCALED    
 BM0621* NAVD 88     -       144.868  (meters)     475.29   (feet)  ADJUSTED  
 BM0621  ___________________________________________________________________
 BM0621  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 BM0621  DYNAMIC HT  -         144.670 (meters)     474.64  (feet)  COMP
 BM0621  MODELED GRAV-     979,274.8   (mgal)                       NAVD 88
 BM0621
 BM0621  VERT ORDER  -  FIRST     CLASS II
 BM0621
 BM0621.The horizontal coordinates were scaled from a topographic map and have
 BM0621.an estimated accuracy of +/- 6 seconds.
 BM0621
 BM0621.The orthometric height was determined by differential leveling
 BM0621.and adjusted by the National Geodetic Survey in June 1991..
 BM0621
 BM0621.The geoid height was determined by GEOID03.
 BM0621
 BM0621.The dynamic height is computed by dividing the NAVD 88
 BM0621.geopotential number by the normal gravity value computed on the
 BM0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0621.degrees latitude (g = 980.6199 gals.).
 BM0621
 BM0621.The modeled gravity was interpolated from observed gravity values.
 BM0621
 BM0621;                    North         East    Units  Estimated Accuracy
 BM0621;SPC TX C     - 3,069,150.      952,120.      MT  (+/- 180 meters Scaled)
 BM0621
 BM0621                          SUPERSEDED SURVEY CONTROL
 BM0621
 BM0621  NGVD 29 (??/??/92)  144.781  (m)          475.00   (f) ADJ UNCH    1 2
 BM0621
 BM0621.Superseded values are not recommended for survey control.
 BM0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0621.See file dsdata.txt to determine how the superseded data were derived.
 BM0621
 BM0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU237486(NAD 83)
 BM0621_MARKER: DB = BENCH MARK DISK
 BM0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0621_STAMPING: L 201 1933
 BM0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0621+STABILITY: SURFACE MOTION
 BM0621
 BM0621  HISTORY     - Date     Condition        Report By
 BM0621  HISTORY     - 1933     MONUMENTED       CGS
 BM0621  HISTORY     - 1953     GOOD             NGS
 BM0621  HISTORY     - 1980     MARK NOT FOUND   NGS
 BM0621  HISTORY     - 19860618 MARK NOT FOUND   USGS
 BM0621  HISTORY     - 19910719 MARK NOT FOUND   USPSQD
 BM0621  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 BM0621
 BM0621                          STATION DESCRIPTION
 BM0621
 BM0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BM0621'1.8 MI NE FROM AUSTIN.
 BM0621'1.8 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0621'STATION AT AUSTIN, 62.3 FEET SOUTH OF MILEPOST 2, 48 FEET NORTHWEST OF
 BM0621'THE CENTER OF THE CROSSING OF WEBBERVILLE ROAD, 20 FEET WEST OF THE
 BM0621'WEST RAIL, 28 FEET EAST OF THE CENTER LINE OF NORTHWESTERN AVENUE, 2.2
 BM0621'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BM0621'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 BM0621
 BM0621                          STATION RECOVERY (1980)
 BM0621
 BM0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0621'SEARCHED FOR, NOT RECOVERED.
 BM0621
 BM0621                          STATION RECOVERY (1986)
 BM0621
 BM0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 BM0621'MARK NOT FOUND.
 BM0621
 BM0621                          STATION RECOVERY (1991)
 BM0621
 BM0621'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BM0621'MARK NOT FOUND.
 BM0621
 BM0621                          STATION RECOVERY (2004)
 BM0621
 BM0621'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0621'REMNANTS OF WHAT MAY HAVE BEEN THE MONUMENT FOUND IN DESCRIPTION
 BM0621'LOCATION, CANNOT CONFIRM THIS IS/WAS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0085 ***********************************************************************
 BN0085  DESIGNATION -  L 202
 BN0085  PID         -  BN0085
 BN0085  STATE/COUNTY-  TX/BLANCO
 BN0085  USGS QUAD   -  YEAGER CREEK (1986)
 BN0085
 BN0085                         *CURRENT SURVEY CONTROL
 BN0085  ___________________________________________________________________
 BN0085* NAD 83(1986)-  30 12 39.     (N)    098 17 07.     (W)     SCALED    
 BN0085* NAVD 88     -       342.611  (meters)    1124.05   (feet)  ADJUSTED  
 BN0085  ___________________________________________________________________
 BN0085  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 BN0085  DYNAMIC HT  -         342.135 (meters)    1122.49  (feet)  COMP
 BN0085  MODELED GRAV-     979,241.5   (mgal)                       NAVD 88
 BN0085
 BN0085  VERT ORDER  -  SECOND    CLASS 0
 BN0085
 BN0085.The horizontal coordinates were scaled from a topographic map and have
 BN0085.an estimated accuracy of +/- 6 seconds.
 BN0085
 BN0085.The orthometric height was determined by differential leveling
 BN0085.and adjusted by the National Geodetic Survey in June 1991..
 BN0085
 BN0085.The geoid height was determined by GEOID03.
 BN0085
 BN0085.The dynamic height is computed by dividing the NAVD 88
 BN0085.geopotential number by the normal gravity value computed on the
 BN0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0085.degrees latitude (g = 980.6199 gals.).
 BN0085
 BN0085.The modeled gravity was interpolated from observed gravity values.
 BN0085
 BN0085;                    North         East    Units  Estimated Accuracy
 BN0085;SPC TX C     - 3,062,140.      897,170.      MT  (+/- 180 meters Scaled)
 BN0085
 BN0085                          SUPERSEDED SURVEY CONTROL
 BN0085
 BN0085  NGVD 29 (??/??/92)  342.520  (m)         1123.75   (f) ADJ UNCH    2 0
 BN0085
 BN0085.Superseded values are not recommended for survey control.
 BN0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0085.See file dsdata.txt to determine how the superseded data were derived.
 BN0085
 BN0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU687423(NAD 83)
 BN0085_MARKER: DB = BENCH MARK DISK
 BN0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BN0085_SP_SET: BRIDGE
 BN0085_STAMPING: L 202 1933
 BN0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BN0085
 BN0085  HISTORY     - Date     Condition        Report By
 BN0085  HISTORY     - 1933     MONUMENTED       CGS
 BN0085  HISTORY     - 1953     GOOD             NGS
 BN0085  HISTORY     - 19910318 MARK NOT FOUND   USPSQD
 BN0085
 BN0085                          STATION DESCRIPTION
 BN0085
 BN0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0085'11.9 MI W FROM DRIPPING SPRINGS.
 BN0085'11.9 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BN0085'DRIPPING SPRINGS, 11 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET
 BN0085'IN THE TOP OF THE EAST END OF THE NORTH GUARD RAIL OF A CONCRETE
 BN0085'BRIDGE OVER JASPER CREEK, 1.4 MILES EAST OF BENCH MARK M 202.
 BN0085
 BN0085                          STATION RECOVERY (1991)
 BN0085
 BN0085'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 BN0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0668 ***********************************************************************
 AH0668  DESIGNATION -  L 203
 AH0668  PID         -  AH0668
 AH0668  STATE/COUNTY-  TX/KLEBERG
 AH0668  USGS QUAD   -  RIVIERA (1979)
 AH0668
 AH0668                         *CURRENT SURVEY CONTROL
 AH0668  ___________________________________________________________________
 AH0668* NAD 83(1986)-  27 15 29.     (N)    097 52 23.     (W)     SCALED    
 AH0668* NAVD 88     -        15.017  (meters)      49.27   (feet)  ADJUSTED  
 AH0668  ___________________________________________________________________
 AH0668  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH0668  DYNAMIC HT  -          14.994 (meters)      49.19  (feet)  COMP
 AH0668  MODELED GRAV-     979,087.7   (mgal)                       NAVD 88
 AH0668
 AH0668  VERT ORDER  -  FIRST     CLASS II
 AH0668
 AH0668.The horizontal coordinates were scaled from a topographic map and have
 AH0668.an estimated accuracy of +/- 6 seconds.
 AH0668
 AH0668.The orthometric height was determined by differential leveling
 AH0668.and adjusted by the National Geodetic Survey in June 1991..
 AH0668
 AH0668.The geoid height was determined by GEOID03.
 AH0668
 AH0668.The dynamic height is computed by dividing the NAVD 88
 AH0668.geopotential number by the normal gravity value computed on the
 AH0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0668.degrees latitude (g = 980.6199 gals.).
 AH0668
 AH0668.The modeled gravity was interpolated from observed gravity values.
 AH0668
 AH0668;                    North         East    Units  Estimated Accuracy
 AH0668;SPC TX S     - 5,176,470.      362,080.      MT  (+/- 180 meters Scaled)
 AH0668
 AH0668                          SUPERSEDED SURVEY CONTROL
 AH0668
 AH0668  NGVD 29 (??/??/92)   15.150  (m)           49.70   (f) ADJ UNCH    1 2
 AH0668
 AH0668.Superseded values are not recommended for survey control.
 AH0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0668.See file dsdata.txt to determine how the superseded data were derived.
 AH0668
 AH0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR115155(NAD 83)
 AH0668_MARKER: DB = BENCH MARK DISK
 AH0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0668_STAMPING: L 203 1934
 AH0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0668+STABILITY: SURFACE MOTION
 AH0668
 AH0668  HISTORY     - Date     Condition        Report By
 AH0668  HISTORY     - 1934     MONUMENTED       CGS
 AH0668  HISTORY     - 1951     GOOD             NGS
 AH0668  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0668
 AH0668                          STATION DESCRIPTION
 AH0668
 AH0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0668'5.0 MI SW FROM RIVIERA.
 AH0668'5.0 MILES SOUTHWEST ALONG STATE HIGHWAY 285 FROM THE JUNCTION OF U.S.
 AH0668'HIGHWAY 77 AND STATE HIGHWAY 285 AT RIVIERA, 0.6 MILE WEST OF A
 AH0668'WINDMILL, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 AH0668'NORTH OF THE RIGHT OF WAY FENCE, 3 FEET WEST OF A FENCE LEADING NORTH,
 AH0668'8 FEET SOUTH OF THE CENTER OF A GATE, SET IN THE TOP OF A CONCRETE
 AH0668'POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 AH0668
 AH0668                          STATION RECOVERY (1975)
 AH0668
 AH0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0422 ***********************************************************************
 BZ0422  DESIGNATION -  L 204
 BZ0422  PID         -  BZ0422
 BZ0422  STATE/COUNTY-  TX/LEON
 BZ0422  USGS QUAD   -  MARGIE (1982)
 BZ0422
 BZ0422                         *CURRENT SURVEY CONTROL
 BZ0422  ___________________________________________________________________
 BZ0422* NAD 83(1986)-  31 13 05.     (N)    096 07 42.     (W)     SCALED    
 BZ0422* NAVD 88     -       165.46   (+/-2cm)     542.8    (feet)  VERTCON   
 BZ0422  ___________________________________________________________________
 BZ0422  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BZ0422
 BZ0422  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0422
 BZ0422.The horizontal coordinates were scaled from a topographic map and have
 BZ0422.an estimated accuracy of +/- 6 seconds.
 BZ0422
 BZ0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0422.The vertical order pertains to the NGVD 29 superseded value.
 BZ0422
 BZ0422.The geoid height was determined by GEOID03.
 BZ0422
 BZ0422;                    North         East    Units  Estimated Accuracy
 BZ0422;SPC TX C     - 3,179,550.    1,100,540.      MT  (+/- 180 meters Scaled)
 BZ0422
 BZ0422                          SUPERSEDED SURVEY CONTROL
 BZ0422
 BZ0422  NGVD 29 (??/??/92)  165.434  (m)          542.76   (f) ADJ UNCH    2 0
 BZ0422
 BZ0422.Superseded values are not recommended for survey control.
 BZ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0422.See file dsdata.txt to determine how the superseded data were derived.
 BZ0422
 BZ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV735573(NAD 83)
 BZ0422_MARKER: DB = BENCH MARK DISK
 BZ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0422_STAMPING: L-204 1933
 BZ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0422+STABILITY: SURFACE MOTION
 BZ0422
 BZ0422  HISTORY     - Date     Condition        Report By
 BZ0422  HISTORY     - 1933     MONUMENTED       CGS
 BZ0422  HISTORY     - 1965     GOOD             USGS
 BZ0422
 BZ0422                          STATION DESCRIPTION
 BZ0422
 BZ0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BZ0422'3.1 MI S FROM CONCORD.
 BZ0422'3.1 MILES SOUTH OF, ALONG BURLINGTON AND ROCK ISLAND R.R. 450 FEET
 BZ0422'NORTH OF MILE POST 173 AT POINT WHERE TRAIL CROSSES TRACK, 50 FEET
 BZ0422'WEST OF CENTER OF TRACK.  NOTE-- BM IS 4.3 MI N OF P.O. AT FLYNN, 50
 BZ0422'FT. W OF E OF THE TRACK, AND 3 FT W OF W RIGHT OF WAY FENCE.
 BZ0422
 BZ0422                          STATION RECOVERY (1965)
 BZ0422
 BZ0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 BZ0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1667 ***********************************************************************
 BL1667  DESIGNATION -  L 205
 BL1667  PID         -  BL1667
 BL1667  STATE/COUNTY-  TX/WALKER
 BL1667  USGS QUAD   -  CRABBS PRAIRIE (1976)
 BL1667
 BL1667                         *CURRENT SURVEY CONTROL
 BL1667  ___________________________________________________________________
 BL1667* NAD 83(1986)-  30 49 36.     (N)    095 43 57.     (W)     SCALED    
 BL1667* NAVD 88     -        76.40   (+/-2cm)     250.7    (feet)  VERTCON   
 BL1667  ___________________________________________________________________
 BL1667  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BL1667
 BL1667  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1667
 BL1667.The horizontal coordinates were scaled from a topographic map and have
 BL1667.an estimated accuracy of +/- 6 seconds.
 BL1667
 BL1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1667.The vertical order pertains to the NGVD 29 superseded value.
 BL1667
 BL1667.The geoid height was determined by GEOID03.
 BL1667
 BL1667;                    North         East    Units  Estimated Accuracy
 BL1667;SPC TX C     - 3,137,690.    1,140,020.      MT  (+/- 180 meters Scaled)
 BL1667
 BL1667                          SUPERSEDED SURVEY CONTROL
 BL1667
 BL1667  NGVD 29 (??/??/92)   76.393  (m)          250.63   (f) ADJ UNCH    2 0
 BL1667
 BL1667.Superseded values are not recommended for survey control.
 BL1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1667.See file dsdata.txt to determine how the superseded data were derived.
 BL1667
 BL1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ386135(NAD 83)
 BL1667_MARKER: DB = BENCH MARK DISK
 BL1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1667_STAMPING: L-205 1933
 BL1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1667+STABILITY: SURFACE MOTION
 BL1667
 BL1667  HISTORY     - Date     Condition        Report By
 BL1667  HISTORY     - 1933     MONUMENTED       CGS
 BL1667  HISTORY     - 1935     GOOD             NGS
 BL1667  HISTORY     - 19960601 POOR             USPSQD
 BL1667
 BL1667                          STATION DESCRIPTION
 BL1667
 BL1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BL1667'13.7 MI NW FROM HUNTSVILLE.
 BL1667'13.7 MILES NORTHWEST OF, ALONG U.S. HIGHWAY 75, 65 FEET SOUTH OF A
 BL1667'ROAD LEADING WEST TO A FARM HOUSE, 85 FEET SOUTHWEST OF CENTER OF
 BL1667'HIGHWAY, 25 FEET NORTHEAST OF FENCE CORNER.
 BL1667
 BL1667                          STATION RECOVERY (1935)
 BL1667
 BL1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BL1667'RECOVERED IN GOOD CONDITION.
 BL1667
 BL1667                          STATION RECOVERY (1996)
 BL1667
 BL1667'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL1667'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1652 ***********************************************************************
 BL1652  DESIGNATION -  L 206
 BL1652  PID         -  BL1652
 BL1652  STATE/COUNTY-  TX/GRIMES
 BL1652  USGS QUAD   -  ROANS PRAIRIE (1962)
 BL1652
 BL1652                         *CURRENT SURVEY CONTROL
 BL1652  ___________________________________________________________________
 BL1652* NAD 83(1986)-  30 32 30.     (N)    095 57 44.     (W)     SCALED    
 BL1652* NAVD 88     -       112.43   (+/-2cm)     368.9    (feet)  VERTCON   
 BL1652  ___________________________________________________________________
 BL1652  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BL1652
 BL1652  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1652
 BL1652.The horizontal coordinates were scaled from a topographic map and have
 BL1652.an estimated accuracy of +/- 6 seconds.
 BL1652
 BL1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1652.The vertical order pertains to the NGVD 29 superseded value.
 BL1652
 BL1652.The geoid height was determined by GEOID03.
 BL1652
 BL1652;                    North         East    Units  Estimated Accuracy
 BL1652;SPC TX C     - 3,105,240.    1,119,300.      MT  (+/- 180 meters Scaled)
 BL1652
 BL1652                          SUPERSEDED SURVEY CONTROL
 BL1652
 BL1652  NGVD 29 (??/??/92)  112.411  (m)          368.80   (f) ADJ UNCH    2 0
 BL1652
 BL1652.Superseded values are not recommended for survey control.
 BL1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1652.See file dsdata.txt to determine how the superseded data were derived.
 BL1652
 BL1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP158825(NAD 83)
 BL1652_MARKER: DB = BENCH MARK DISK
 BL1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1652_STAMPING: L-206 1933
 BL1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1652+STABILITY: SURFACE MOTION
 BL1652
 BL1652  HISTORY     - Date     Condition        Report By
 BL1652  HISTORY     - 1933     MONUMENTED       CGS
 BL1652  HISTORY     - 1961     MARK NOT FOUND   NGS
 BL1652  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BL1652  HISTORY     - 19991107 MARK NOT FOUND   USPSQD
 BL1652
 BL1652                          STATION DESCRIPTION
 BL1652
 BL1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BL1652'3.6 MI S FROM ROANS PRAIRIE.
 BL1652'3.6 MILES SOUTH OF, ALONG INTERNATIONAL AND GREAT NORTHERN RAILROAD
 BL1652'110 FEET WEST OF MILE POST 15/7, 60 FEET WEST OF CENTER OF TRACK, 12
 BL1652'FEET WEST OF RIGHT OF WAY FENCE.
 BL1652
 BL1652                          STATION RECOVERY (1961)
 BL1652
 BL1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BL1652'MARK NOT FOUND.
 BL1652
 BL1652                          STATION RECOVERY (1994)
 BL1652
 BL1652'RECOVERY NOTE BY US POWER SQUADRON 1994
 BL1652'MARK NOT FOUND.
 BL1652
 BL1652                          STATION RECOVERY (1999)
 BL1652
 BL1652'RECOVERY NOTE BY US POWER SQUADRON 1999
 BL1652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0110 ***********************************************************************
 BM0110  DESIGNATION -  L 207
 BM0110  PID         -  BM0110
 BM0110  STATE/COUNTY-  TX/WASHINGTON
 BM0110  USGS QUAD   -  CHAPPELL HILL (1989)
 BM0110
 BM0110                         *CURRENT SURVEY CONTROL
 BM0110  ___________________________________________________________________
 BM0110* NAD 83(1986)-  30 08 38.     (N)    096 21 27.     (W)     SCALED    
 BM0110* NAVD 88     -        78.19   (+/-2cm)     256.5    (feet)  VERTCON   
 BM0110  ___________________________________________________________________
 BM0110  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BM0110
 BM0110  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0110
 BM0110.The horizontal coordinates were scaled from a topographic map and have
 BM0110.an estimated accuracy of +/- 6 seconds.
 BM0110
 BM0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0110.The vertical order pertains to the NGVD 29 superseded value.
 BM0110
 BM0110.The geoid height was determined by GEOID03.
 BM0110
 BM0110;                    North         East    Units  Estimated Accuracy
 BM0110;SPC TX C     - 3,059,750.    1,082,970.      MT  (+/- 180 meters Scaled)
 BM0110
 BM0110                          SUPERSEDED SURVEY CONTROL
 BM0110
 BM0110  NGVD 29 (??/??/92)   78.154  (m)          256.41   (f) ADJ UNCH    2 0
 BM0110
 BM0110.Superseded values are not recommended for survey control.
 BM0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0110.See file dsdata.txt to determine how the superseded data were derived.
 BM0110
 BM0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU545376(NAD 83)
 BM0110_MARKER: DB = BENCH MARK DISK
 BM0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0110_SP_SET: ABUTMENT
 BM0110_STAMPING: L 207 1933
 BM0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0110
 BM0110  HISTORY     - Date     Condition        Report By
 BM0110  HISTORY     - 1933     MONUMENTED       CGS
 BM0110  HISTORY     - 1954     GOOD             NGS
 BM0110  HISTORY     - 19910623 GOOD             USPSQD
 BM0110  HISTORY     - 19940820 GOOD             USPSQD
 BM0110  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 BM0110
 BM0110                          STATION DESCRIPTION
 BM0110
 BM0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0110'3.4 MI E FROM BRENHAM.
 BM0110'3.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0110'STATION AT BRENHAM, 6 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET
 BM0110'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE
 BM0110'NORTHWEST CONCRETE ABUTMENT OF BRIDGE 17.92.
 BM0110
 BM0110                          STATION RECOVERY (1991)
 BM0110
 BM0110'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0110'RECOVERED IN GOOD CONDITION.
 BM0110
 BM0110                          STATION RECOVERY (1994)
 BM0110
 BM0110'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0110'RECOVERED IN GOOD CONDITION.
 BM0110
 BM0110                          STATION RECOVERY (1999)
 BM0110
 BM0110'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0325 ***********************************************************************
 BM0325  DESIGNATION -  L 208
 BM0325  PID         -  BM0325
 BM0325  STATE/COUNTY-  TX/BURLESON
 BM0325  USGS QUAD   -  MILANO (1989)
 BM0325
 BM0325                         *CURRENT SURVEY CONTROL
 BM0325  ___________________________________________________________________
 BM0325* NAD 83(1986)-  30 37 43.     (N)    096 47 26.     (W)     SCALED    
 BM0325* NAVD 88     -       147.33   (+/-2cm)     483.4    (feet)  VERTCON   
 BM0325  ___________________________________________________________________
 BM0325  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BM0325
 BM0325  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0325
 BM0325.The horizontal coordinates were scaled from a topographic map and have
 BM0325.an estimated accuracy of +/- 6 seconds.
 BM0325
 BM0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0325.The vertical order pertains to the NGVD 29 superseded value.
 BM0325
 BM0325.The geoid height was determined by GEOID03.
 BM0325
 BM0325;                    North         East    Units  Estimated Accuracy
 BM0325;SPC TX C     - 3,112,040.    1,039,560.      MT  (+/- 180 meters Scaled)
 BM0325
 BM0325                          SUPERSEDED SURVEY CONTROL
 BM0325
 BM0325  NGVD 29 (??/??/92)  147.272  (m)          483.17   (f) ADJ UNCH    2 0
 BM0325
 BM0325.Superseded values are not recommended for survey control.
 BM0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0325.See file dsdata.txt to determine how the superseded data were derived.
 BM0325
 BM0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU117905(NAD 83)
 BM0325_MARKER: DB = BENCH MARK DISK
 BM0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0325_SP_SET: CULVERT
 BM0325_STAMPING: L-208 1934
 BM0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0325
 BM0325  HISTORY     - Date     Condition        Report By
 BM0325  HISTORY     - 1934     MONUMENTED       CGS
 BM0325
 BM0325                          STATION DESCRIPTION
 BM0325
 BM0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BM0325'2.4 MI NW FROM CHRIESMAN.
 BM0325'2.4 MILES NORTHWEST OF, ALONG GULF, COLORADO AND SANTA FE RAILROAD 161
 BM0325'YARDS NORTHWEST OF MILE POST 167, SET HORIZONTAL IN THE SOUTH END OF A
 BM0325'RAILROAD CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0350 ***********************************************************************
 BM0350  DESIGNATION -  L 209
 BM0350  PID         -  BM0350
 BM0350  STATE/COUNTY-  TX/WILLIAMSON
 BM0350  USGS QUAD   -  GRANGER (1988)
 BM0350
 BM0350                         *CURRENT SURVEY CONTROL
 BM0350  ___________________________________________________________________
 BM0350* NAD 83(1986)-  30 40 28.     (N)    097 26 18.     (W)     SCALED    
 BM0350* NAVD 88     -       176.87   (+/-2cm)     580.3    (feet)  VERTCON   
 BM0350  ___________________________________________________________________
 BM0350  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BM0350
 BM0350  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0350
 BM0350.The horizontal coordinates were scaled from a topographic map and have
 BM0350.an estimated accuracy of +/- 6 seconds.
 BM0350
 BM0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0350.The vertical order pertains to the NGVD 29 superseded value.
 BM0350
 BM0350.The geoid height was determined by GEOID03.
 BM0350
 BM0350;                    North         East    Units  Estimated Accuracy
 BM0350;SPC TX C     - 3,115,330.      977,360.      MT  (+/- 180 meters Scaled)
 BM0350
 BM0350                          SUPERSEDED SURVEY CONTROL
 BM0350
 BM0350  NGVD 29 (??/??/92)  176.791  (m)          580.02   (f) ADJ UNCH    1 2
 BM0350
 BM0350.Superseded values are not recommended for survey control.
 BM0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0350.See file dsdata.txt to determine how the superseded data were derived.
 BM0350
 BM0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU495945(NAD 83)
 BM0350_MARKER: DB = BENCH MARK DISK
 BM0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0350_STAMPING: L-209 1933
 BM0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0350+STABILITY: SURFACE MOTION
 BM0350
 BM0350  HISTORY     - Date     Condition        Report By
 BM0350  HISTORY     - 1933     MONUMENTED       CGS
 BM0350  HISTORY     - 1935     MARK NOT FOUND   NGS
 BM0350
 BM0350                          STATION DESCRIPTION
 BM0350
 BM0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 BM0350'2.3 MI NE FROM CIRCLEVILLE.
 BM0350'2.3 MILES NORTHEAST OF, ALONG M. K. T. RAILROAD, 625 FEET SOUTHWEST OF
 BM0350'MILE POST 911, 50 FEET NORTHWEST OF CENTER OF TRACK AND 3 FEET
 BM0350'NORTHWEST OF RIGHT OF WAY FENCE.
 BM0350
 BM0350                          STATION RECOVERY (1935)
 BM0350
 BM0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BM0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0676 ***********************************************************************
 AX0676  DESIGNATION -  L 210
 AX0676  PID         -  AX0676
 AX0676  STATE/COUNTY-  TX/COLORADO
 AX0676  USGS QUAD   -  SHERIDAN (1981)
 AX0676
 AX0676                         *CURRENT SURVEY CONTROL
 AX0676  ___________________________________________________________________
 AX0676* NAD 83(1986)-  29 29 38.     (N)    096 40 30.     (W)     SCALED    
 AX0676* NAVD 88     -        84.77   (+/-2cm)     278.1    (feet)  VERTCON   
 AX0676  ___________________________________________________________________
 AX0676  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0676
 AX0676  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0676
 AX0676.The horizontal coordinates were scaled from a topographic map and have
 AX0676.an estimated accuracy of +/- 6 seconds.
 AX0676
 AX0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0676.The vertical order pertains to the NGVD 29 superseded value.
 AX0676
 AX0676.The geoid height was determined by GEOID03.
 AX0676
 AX0676;                    North         East    Units  Estimated Accuracy
 AX0676;SPC TXSC     - 4,186,270.      825,420.      MT  (+/- 180 meters Scaled)
 AX0676
 AX0676                          SUPERSEDED SURVEY CONTROL
 AX0676
 AX0676  NGVD 29 (??/??/92)   84.754  (m)          278.06   (f) ADJ UNCH    2 0
 AX0676
 AX0676.Superseded values are not recommended for survey control.
 AX0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0676.See file dsdata.txt to determine how the superseded data were derived.
 AX0676
 AX0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT254649(NAD 83)
 AX0676_MARKER: DB = BENCH MARK DISK
 AX0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0676_STAMPING: 278.090 L 210 1934
 AX0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0676+STABILITY: SURFACE MOTION
 AX0676
 AX0676  HISTORY     - Date     Condition        Report By
 AX0676  HISTORY     - 1934     MONUMENTED       CGS
 AX0676  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX0676
 AX0676                          STATION DESCRIPTION
 AX0676
 AX0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0676'IN SHERIDAN.
 AX0676'AT SHERIDAN, COLORADO COUNTY, 65 FEET SOUTH OF THE TEXAS AND NEW
 AX0676'ORLEANS RAILROAD STATION, ABOUT 375 YARDS NORTHEAST OF MILEPOST 84, 60
 AX0676'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 30 FEET NORTHWEST OF
 AX0676'THE SECTION-HOUSE FENCE, AND 1.5 FEET NORTHEAST OF A WHITE WOODEN
 AX0676'WITNESS POST.  A STANDARD DISK, STAMPED 278.090 L 210 1934 AND SET IN
 AX0676'THE TOP OF A CONCRETE POST.
 AX0676
 AX0676                          STATION RECOVERY (1965)
 AX0676
 AX0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0145 ***********************************************************************
 CB0145  DESIGNATION -  L 211 RESET 1956
 CB0145  PID         -  CB0145
 CB0145  STATE/COUNTY-  TX/TOM GREEN
 CB0145  USGS QUAD   -  PECAN STATION (1984)
 CB0145
 CB0145                         *CURRENT SURVEY CONTROL
 CB0145  ___________________________________________________________________
 CB0145* NAD 83(1986)-  31 21 05.     (N)    100 26 05.     (W)     SCALED    
 CB0145* NAVD 88     -       583.91   (+/-2cm)    1915.7    (feet)  VERTCON   
 CB0145  ___________________________________________________________________
 CB0145  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CB0145
 CB0145  VERT ORDER  -  THIRD (See Below)
 CB0145
 CB0145.The horizontal coordinates were scaled from a topographic map and have
 CB0145.an estimated accuracy of +/- 6 seconds.
 CB0145
 CB0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 CB0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CB0145.The vertical order pertains to the NGVD 29 superseded value.
 CB0145
 CB0145.The geoid height was determined by GEOID03.
 CB0145
 CB0145;                    North         East    Units  Estimated Accuracy
 CB0145;SPC TX C     - 3,186,770.      690,350.      MT  (+/- 180 meters Scaled)
 CB0145
 CB0145                          SUPERSEDED SURVEY CONTROL
 CB0145
 CB0145  NGVD 29 (??/??/??)  583.72   (m)         1915.1    (f) RESET       3  
 CB0145
 CB0145.Superseded values are not recommended for survey control.
 CB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0145.See file dsdata.txt to determine how the superseded data were derived.
 CB0145
 CB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV635694(NAD 83)
 CB0145_MARKER: DB = BENCH MARK DISK
 CB0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0145_STAMPING: L 211 1934 RESET 1956
 CB0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0145+STABILITY: SURFACE MOTION
 CB0145
 CB0145  HISTORY     - Date     Condition        Report By
 CB0145  HISTORY     - 1956     MONUMENTED       CGS
 CB0145  HISTORY     - 1971     GOOD             TXHD
 CB0145
 CB0145                          STATION DESCRIPTION
 CB0145
 CB0145'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1971
 CB0145'8.7 MI SSW FROM SAN ANGELO.
 CB0145'SAN ANGELO 8.7 MILES SSW. ALONG U.S. HIGHWAY 277.  AT JUNCTION SAN
 CB0145'ANGELO, 8.7 MI. S. ALONG U.S. HWY. 277.  AT JUNCTION WITH RD. E. INTO
 CB0145'SCHOOL LAND.  30 FT. N. AND 50 FT. E. OF RD. JUNCTION.  6 FT. N. OF
 CB0145'FENCE CORNER.  1 FT. E. OF FENCE.  IN CONCRETE POST PROJECTING 6 IN.
 CB0145'ABOVE GROUND.  STANDARD DISK STAMPED L 211 1934 RESET 1956 1916.289. 2
 CB0145'X 4-IN. POST PAINTED USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0648 ***********************************************************************
 CA0648  DESIGNATION -  L 212
 CA0648  PID         -  CA0648
 CA0648  STATE/COUNTY-  TX/RUNNELS
 CA0648  USGS QUAD   -  WINTERS (1987)
 CA0648
 CA0648                         *CURRENT SURVEY CONTROL
 CA0648  ___________________________________________________________________
 CA0648* NAD 83(1986)-  31 52 32.     (N)    099 57 37.     (W)     SCALED    
 CA0648* NAVD 88     -       534.312  (meters)    1752.99   (feet)  ADJUSTED  
 CA0648  ___________________________________________________________________
 CA0648  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CA0648  DYNAMIC HT  -         533.612 (meters)    1750.69  (feet)  COMP
 CA0648  MODELED GRAV-     979,312.3   (mgal)                       NAVD 88
 CA0648
 CA0648  VERT ORDER  -  SECOND    CLASS 0
 CA0648
 CA0648.The horizontal coordinates were scaled from a topographic map and have
 CA0648.an estimated accuracy of +/- 6 seconds.
 CA0648
 CA0648.The orthometric height was determined by differential leveling
 CA0648.and adjusted by the National Geodetic Survey in June 1991..
 CA0648
 CA0648.The geoid height was determined by GEOID03.
 CA0648
 CA0648.The dynamic height is computed by dividing the NAVD 88
 CA0648.geopotential number by the normal gravity value computed on the
 CA0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0648.degrees latitude (g = 980.6199 gals.).
 CA0648
 CA0648.The modeled gravity was interpolated from observed gravity values.
 CA0648
 CA0648;                    North         East    Units  Estimated Accuracy
 CA0648;SPC TX C     - 3,244,940.      735,300.      MT  (+/- 180 meters Scaled)
 CA0648
 CA0648                          SUPERSEDED SURVEY CONTROL
 CA0648
 CA0648  NGVD 29 (??/??/92)  534.196  (m)         1752.61   (f) ADJ UNCH    2 0
 CA0648
 CA0648.Superseded values are not recommended for survey control.
 CA0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0648.See file dsdata.txt to determine how the superseded data were derived.
 CA0648
 CA0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA091270(NAD 83)
 CA0648_MARKER: DB = BENCH MARK DISK
 CA0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0648_STAMPING: 1752.401 L 212 1934
 CA0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0648+STABILITY: SURFACE MOTION
 CA0648
 CA0648  HISTORY     - Date     Condition        Report By
 CA0648  HISTORY     - 1934     MONUMENTED       CGS
 CA0648  HISTORY     - 1940     GOOD             NGS
 CA0648
 CA0648                          STATION DESCRIPTION
 CA0648
 CA0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0648'2.1 MI N FROM HATCHELL.
 CA0648'2.1 MILES NORTH ALONG THE ABILENE AND SOUTHERN RAILWAY FROM HATCHEL,
 CA0648'200 YARDS NORTHWEST OF MILEPOST 10, 52 FEET NORTHEAST OF THE
 CA0648'CENTERLINE OF THE TRACK, AND 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY
 CA0648'FENCE.  A STANDARD DISK, STAMPED 1752.401 L 212 1934 AND SET IN THE
 CA0648'TOP OF A CONCRETE POST.
 CA0648
 CA0648                          STATION RECOVERY (1940)
 CA0648
 CA0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CA0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0072 ***********************************************************************
 AX0072  DESIGNATION -  L 212
 AX0072  PID         -  AX0072
 AX0072  STATE/COUNTY-  TX/COLORADO
 AX0072  USGS QUAD   -  LISSIE (1981)
 AX0072
 AX0072                         *CURRENT SURVEY CONTROL
 AX0072  ___________________________________________________________________
 AX0072* NAD 83(1986)-  29 36 21.     (N)    096 13 42.     (W)     SCALED    
 AX0072* NAVD 88     -        48.32   (+/-2cm)     158.5    (feet)  VERTCON   
 AX0072  ___________________________________________________________________
 AX0072  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX0072
 AX0072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0072
 AX0072.The horizontal coordinates were scaled from a topographic map and have
 AX0072.an estimated accuracy of +/- 6 seconds.
 AX0072
 AX0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0072.The vertical order pertains to the NGVD 29 superseded value.
 AX0072
 AX0072.The geoid height was determined by GEOID03.
 AX0072
 AX0072;                    North         East    Units  Estimated Accuracy
 AX0072;SPC TXSC     - 4,199,620.      868,420.      MT  (+/- 180 meters Scaled)
 AX0072
 AX0072                          SUPERSEDED SURVEY CONTROL
 AX0072
 AX0072  NGVD 29 (??/??/92)   48.310  (m)          158.50   (f) ADJ UNCH    2 0
 AX0072
 AX0072.Superseded values are not recommended for survey control.
 AX0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0072.See file dsdata.txt to determine how the superseded data were derived.
 AX0072
 AX0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT684783(NAD 83)
 AX0072_MARKER: DB = BENCH MARK DISK
 AX0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0072_STAMPING: L 212 1934
 AX0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0072+STABILITY: SURFACE MOTION
 AX0072
 AX0072  HISTORY     - Date     Condition        Report By
 AX0072  HISTORY     - 1934     MONUMENTED       CGS
 AX0072  HISTORY     - 1959     MARK NOT FOUND   USGS
 AX0072  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX0072
 AX0072                          STATION DESCRIPTION
 AX0072
 AX0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AX0072'1.1 MI W FROM CHESTERVILLE.
 AX0072'ABOUT 1.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AX0072'CHESTERVILLE, COLORADO COUNTY, ABOUT 500 FEET EAST OF MILEPOST 55,
 AX0072'ABOUT 45 FEET NORTH OF THE TRACK, AND AT THE RIGHT-OF-WAY FENCE.  A
 AX0072'STANDARD DISK, STAMPED L 212 1934 AND SET IN THE TOP OF A CONCRETE
 AX0072'POST.
 AX0072
 AX0072                          STATION RECOVERY (1959)
 AX0072
 AX0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 AX0072'MARK NOT FOUND.
 AX0072
 AX0072                          STATION RECOVERY (1991)
 AX0072
 AX0072'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AX0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0393 ***********************************************************************
 AX0393  DESIGNATION -  L 213
 AX0393  PID         -  AX0393
 AX0393  STATE/COUNTY-  TX/WHARTON
 AX0393  USGS QUAD   -  LANE CITY (1980)
 AX0393
 AX0393                         *CURRENT SURVEY CONTROL
 AX0393  ___________________________________________________________________
 AX0393* NAD 83(1986)-  29 12 34.     (N)    096 01 22.     (W)     SCALED    
 AX0393* NAVD 88     -        25.47   (+/-2cm)      83.6    (feet)  VERTCON   
 AX0393  ___________________________________________________________________
 AX0393  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AX0393
 AX0393  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0393
 AX0393.The horizontal coordinates were scaled from a topographic map and have
 AX0393.an estimated accuracy of +/- 6 seconds.
 AX0393
 AX0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0393.The vertical order pertains to the NGVD 29 superseded value.
 AX0393
 AX0393.The geoid height was determined by GEOID03.
 AX0393
 AX0393;                    North         East    Units  Estimated Accuracy
 AX0393;SPC TXSC     - 4,156,190.      889,440.      MT  (+/- 180 meters Scaled)
 AX0393
 AX0393                          SUPERSEDED SURVEY CONTROL
 AX0393
 AX0393  NGVD 29 (??/??/92)   25.481  (m)           83.60   (f) ADJ UNCH    2 0
 AX0393
 AX0393.Superseded values are not recommended for survey control.
 AX0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0393.See file dsdata.txt to determine how the superseded data were derived.
 AX0393
 AX0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT894348(NAD 83)
 AX0393_MARKER: DB = BENCH MARK DISK
 AX0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0393_STAMPING: L 213 1934 83.583
 AX0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0393+STABILITY: SURFACE MOTION
 AX0393
 AX0393  HISTORY     - Date     Condition        Report By
 AX0393  HISTORY     - 1934     MONUMENTED       CGS
 AX0393  HISTORY     - 1941     GOOD             NGS
 AX0393  HISTORY     - 1947     GOOD             NGS
 AX0393
 AX0393                          STATION DESCRIPTION
 AX0393
 AX0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 AX0393'0.4 MI SE FROM LANE CITY.
 AX0393'TO REACH THE BENCH MARK FROM THE SANTA FE RR DEPOT IN LANE CITY-- GO
 AX0393'0.4 MILE SOUTHEAST ALONG THE RAILROAD TO THE SITE OF THE MARK.  BENCH
 AX0393'MARK IS 50.0 FEET EAST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF
 AX0393'THE RAILROAD, 25.0 FEET WEST OF THE CENTERLINE OF A GRADED ROAD, 15.0
 AX0393'FEET NORTHEAST OF MILE POST NO.52, 3.0 FEET SOUTH OF A 4X4 INCH WOODEN
 AX0393'MARKER POST, AND 1.0 FOOT WEST OF THE RIGHT OF WAY FENCE. MONUMENT
 AX0393'PROJECTS ABOUT 0.5 FOOT.  A STANDARD DISK SET IN A CONCRETE POST.
 AX0393
 AX0393                          STATION RECOVERY (1947)
 AX0393
 AX0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 AX0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0506 ***********************************************************************
 AJ0506  DESIGNATION -  L 215
 AJ0506  PID         -  AJ0506
 AJ0506  STATE/COUNTY-  TX/DUVAL
 AJ0506  USGS QUAD   -  HEBBRONVILLE SE (1967)
 AJ0506
 AJ0506                         *CURRENT SURVEY CONTROL
 AJ0506  ___________________________________________________________________
 AJ0506* NAD 83(1986)-  27 17 45.     (N)    098 30 19.     (W)     SCALED    
 AJ0506* NAVD 88     -       128.667  (meters)     422.13   (feet)  ADJUSTED  
 AJ0506  ___________________________________________________________________
 AJ0506  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 AJ0506  DYNAMIC HT  -         128.462 (meters)     421.46  (feet)  COMP
 AJ0506  MODELED GRAV-     979,054.0   (mgal)                       NAVD 88
 AJ0506
 AJ0506  VERT ORDER  -  SECOND    CLASS 0
 AJ0506
 AJ0506.The horizontal coordinates were scaled from a topographic map and have
 AJ0506.an estimated accuracy of +/- 6 seconds.
 AJ0506
 AJ0506.The orthometric height was determined by differential leveling
 AJ0506.and adjusted by the National Geodetic Survey in June 1991..
 AJ0506
 AJ0506.The geoid height was determined by GEOID03.
 AJ0506
 AJ0506.The dynamic height is computed by dividing the NAVD 88
 AJ0506.geopotential number by the normal gravity value computed on the
 AJ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0506.degrees latitude (g = 980.6199 gals.).
 AJ0506
 AJ0506.The modeled gravity was interpolated from observed gravity values.
 AJ0506
 AJ0506;                    North         East    Units  Estimated Accuracy
 AJ0506;SPC TX S     - 5,180,500.      299,480.      MT  (+/- 180 meters Scaled)
 AJ0506
 AJ0506                          SUPERSEDED SURVEY CONTROL
 AJ0506
 AJ0506  NGVD 29 (??/??/92)  128.733  (m)          422.35   (f) ADJ UNCH    2 0
 AJ0506
 AJ0506.Superseded values are not recommended for survey control.
 AJ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0506.See file dsdata.txt to determine how the superseded data were derived.
 AJ0506
 AJ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR489192(NAD 83)
 AJ0506_MARKER: DB = BENCH MARK DISK
 AJ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0506_STAMPING: L 215 1934
 AJ0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0506+STABILITY: SURFACE MOTION
 AJ0506
 AJ0506  HISTORY     - Date     Condition        Report By
 AJ0506  HISTORY     - 1934     MONUMENTED       CGS
 AJ0506  HISTORY     - 1967     GOOD             USGS
 AJ0506  HISTORY     - 1968     GOOD             USGS
 AJ0506
 AJ0506                          STATION DESCRIPTION
 AJ0506
 AJ0506'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 AJ0506'10.5 MI E FROM HEBBRONVILLE.
 AJ0506'HEBBRONVILLE, JCT. OF STATE HWYS. 285 AND 16.  10.4 MILES EAST ALONG
 AJ0506'STATE HWY 285 TO T RD. NORTH.  THENCE NORTH ALONG COUNTY LINE ROAD FOR
 AJ0506'2.1 MILE TO WHERE RD. TURNS EAST.  THENCE 1.1 MILE EAST ALONG RD. TO X
 AJ0506'RDS.  24 FT. S. AND 23 FT. W. OF X RDS.  A STANDARD DISK SET IN TOP OF
 AJ0506'CONCRETE POST STAMPED L 215 1934.
 AJ0506
 AJ0506                          STATION RECOVERY (1968)
 AJ0506
 AJ0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 AJ0506'FROM FALFURRIAS, BROOKS COUNTY, TEXAS, WEST ALONG STATE HIGHWAY 285
 AJ0506'FROM ITS INTERSECTION WITH U.S. HIGHWAY 281 A DISTANCE OF 16.0 MILES
 AJ0506'TO STATE HIGHWAY 339. THENCE NORTH ON S.H. 339 A DISTANCE OF 2.2
 AJ0506'MILES TO A HARD SURFACED SIDE ROAD LEADING WEST. THENCE WEST ON THE
 AJ0506'SIDE ROAD A DISTANCE OF 7.5 MILES TO A DIRT CROSSROAD. 22 FT SOUTH OF
 AJ0506'MAIN ROAD, 25 FT WEST OF THE CROSSROAD, 4 FT SOUTH OF AN EAST-WEST
 AJ0506'FENCE, AND 2 FT WEST OF A NORTH-SOUTH FENCE. STANDARD DISK SET IN THE
 AJ0506'TOP OF A CONCRETE POST AND STAMPED L 215- 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0479 ***********************************************************************
 AO0479  DESIGNATION -  L 216
 AO0479  PID         -  AO0479
 AO0479  STATE/COUNTY-  TX/DIMMIT
 AO0479  USGS QUAD   -  WOODARD LAKE (1972)
 AO0479
 AO0479                         *CURRENT SURVEY CONTROL
 AO0479  ___________________________________________________________________
 AO0479* NAD 83(1986)-  28 37 55.     (N)    099 44 54.     (W)     SCALED    
 AO0479* NAVD 88     -       174.113  (meters)     571.24   (feet)  ADJUSTED  
 AO0479  ___________________________________________________________________
 AO0479  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 AO0479  DYNAMIC HT  -         173.855 (meters)     570.39  (feet)  COMP
 AO0479  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 AO0479
 AO0479  VERT ORDER  -  SECOND    CLASS 0
 AO0479
 AO0479.The horizontal coordinates were scaled from a topographic map and have
 AO0479.an estimated accuracy of +/- 6 seconds.
 AO0479
 AO0479.The orthometric height was determined by differential leveling
 AO0479.and adjusted by the National Geodetic Survey in June 1991..
 AO0479
 AO0479.The geoid height was determined by GEOID03.
 AO0479
 AO0479.The dynamic height is computed by dividing the NAVD 88
 AO0479.geopotential number by the normal gravity value computed on the
 AO0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0479.degrees latitude (g = 980.6199 gals.).
 AO0479
 AO0479.The modeled gravity was interpolated from observed gravity values.
 AO0479
 AO0479;                    North         East    Units  Estimated Accuracy
 AO0479;SPC TXSC     - 4,088,740.      526,830.      MT  (+/- 180 meters Scaled)
 AO0479
 AO0479                          SUPERSEDED SURVEY CONTROL
 AO0479
 AO0479  NGVD 29 (??/??/92)  174.017  (m)          570.92   (f) ADJ UNCH    2 0
 AO0479
 AO0479.Superseded values are not recommended for survey control.
 AO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0479.See file dsdata.txt to determine how the superseded data were derived.
 AO0479
 AO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS268674(NAD 83)
 AO0479_MARKER: DB = BENCH MARK DISK
 AO0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0479_STAMPING: 570.921 L 216 1934
 AO0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0479+STABILITY: SURFACE MOTION
 AO0479
 AO0479  HISTORY     - Date     Condition        Report By
 AO0479  HISTORY     - 1934     MONUMENTED       CGS
 AO0479  HISTORY     - 1972     GOOD             USGS
 AO0479
 AO0479                          STATION DESCRIPTION
 AO0479
 AO0479'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 AO0479'6.5 MI SE FROM CRYSTAL CITY.
 AO0479'6.5 MILES SOUTHEAST OF ALONG STATE FARM ROAD 65 FROM CRYSTAL CITY. AT
 AO0479'THE JUNCTION OF FM 65 WITH FM 395 TO THE NORTH.  33 FT. SOUTH AND 30
 AO0479'FT. WEST OF RR CROSSING OF FM395.  A STANDARD DISK, STAMPED 570.921 L
 AO0479'216 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH
 AO0479'MARK HAS BEEN CHIPPED BUT OTHERWISE IS IN SOLID CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0064 ***********************************************************************
 BO0064  DESIGNATION -  L 218
 BO0064  PID         -  BO0064
 BO0064  STATE/COUNTY-  TX/EDWARDS
 BO0064  USGS QUAD   -  DUNBAR DRAW SW (1982)
 BO0064
 BO0064                         *CURRENT SURVEY CONTROL
 BO0064  ___________________________________________________________________
 BO0064* NAD 83(1986)-  30 16 14.     (N)    100 39 13.     (W)     SCALED    
 BO0064* NAVD 88     -       683.288  (meters)    2241.75   (feet)  ADJUSTED  
 BO0064  ___________________________________________________________________
 BO0064  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BO0064  DYNAMIC HT  -         682.287 (meters)    2238.47  (feet)  COMP
 BO0064  MODELED GRAV-     979,153.5   (mgal)                       NAVD 88
 BO0064
 BO0064  VERT ORDER  -  SECOND    CLASS 0
 BO0064
 BO0064.The horizontal coordinates were scaled from a topographic map and have
 BO0064.an estimated accuracy of +/- 6 seconds.
 BO0064
 BO0064.The orthometric height was determined by differential leveling
 BO0064.and adjusted by the National Geodetic Survey in June 1991..
 BO0064
 BO0064.The geoid height was determined by GEOID03.
 BO0064
 BO0064.The dynamic height is computed by dividing the NAVD 88
 BO0064.geopotential number by the normal gravity value computed on the
 BO0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0064.degrees latitude (g = 980.6199 gals.).
 BO0064
 BO0064.The modeled gravity was interpolated from observed gravity values.
 BO0064
 BO0064;                    North         East    Units  Estimated Accuracy
 BO0064;SPC TXSC     - 4,271,250.      440,890.      MT  (+/- 180 meters Scaled)
 BO0064
 BO0064                          SUPERSEDED SURVEY CONTROL
 BO0064
 BO0064  NGVD 29 (??/??/92)  683.118  (m)         2241.20   (f) ADJ UNCH    2 0
 BO0064
 BO0064.Superseded values are not recommended for survey control.
 BO0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0064.See file dsdata.txt to determine how the superseded data were derived.
 BO0064
 BO0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU409499(NAD 83)
 BO0064_MARKER: DB = BENCH MARK DISK
 BO0064_SETTING: 66 = SET IN ROCK OUTCROP
 BO0064_SP_SET: OUTCROP
 BO0064_STAMPING: L 218 1934
 BO0064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0064+STABILITY: POSITION/ELEVATION WELL
 BO0064
 BO0064  HISTORY     - Date     Condition        Report By
 BO0064  HISTORY     - 1934     MONUMENTED       CGS
 BO0064  HISTORY     - 1958     GOOD             NGS
 BO0064  HISTORY     - 1966     GOOD             HUMBLE
 BO0064
 BO0064                          STATION DESCRIPTION
 BO0064
 BO0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BO0064'22.95 MI S FROM SONORA.
 BO0064'ABOUT 22.65 MILES SOUTH ALONG U. S. HIGHWAY 277 FROM THE INTERSECTION
 BO0064'OF 3RD STREET AND CROCKETT AVENUE AT SONORA, THENCE ABOUT 0.2 MILE
 BO0064'WEST ALONG A PRIVATE TRAIL TO STOCK PENS AND GATE, THENCE ABOUT 0.1
 BO0064'MILE SOUTH ALONG THE OLD HIGHWAY.  IN THE TOP OF A LARGE LIMESTONE
 BO0064'OUTCROP, 117 FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY, 84 FEET
 BO0064'WEST OF A NORTH-SOUTH FENCE, 192 FEET SOUTH OF A EAST-WEST FENCE, AND
 BO0064'ABOUT FLUSH WITH THE GROUND.
 BO0064
 BO0064                          STATION RECOVERY (1966)
 BO0064
 BO0064'RECOVERY NOTE BY HUMBLE OIL AND REFINING COMPANY 1966
 BO0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0317 ***********************************************************************
 CD0317  DESIGNATION -  L 22
 CD0317  PID         -  CD0317
 CD0317  STATE/COUNTY-  TX/CULBERSON
 CD0317  USGS QUAD   -  GUADALUPE PEAK (1973)
 CD0317
 CD0317                         *CURRENT SURVEY CONTROL
 CD0317  ___________________________________________________________________
 CD0317* NAD 83(1986)-  31 53 52.     (N)    104 45 46.     (W)     SCALED    
 CD0317* NAVD 88     -      1553.805  (meters)    5097.78   (feet)  ADJUSTED  
 CD0317  ___________________________________________________________________
 CD0317  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 CD0317  DYNAMIC HT  -        1551.384 (meters)    5089.83  (feet)  COMP
 CD0317  MODELED GRAV-     979,025.6   (mgal)                       NAVD 88
 CD0317
 CD0317  VERT ORDER  -  FIRST     CLASS I
 CD0317
 CD0317.The horizontal coordinates were scaled from a topographic map and have
 CD0317.an estimated accuracy of +/- 6 seconds.
 CD0317
 CD0317.The orthometric height was determined by differential leveling
 CD0317.and adjusted by the National Geodetic Survey in June 1991..
 CD0317
 CD0317.The geoid height was determined by GEOID03.
 CD0317
 CD0317.The dynamic height is computed by dividing the NAVD 88
 CD0317.geopotential number by the normal gravity value computed on the
 CD0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0317.degrees latitude (g = 980.6199 gals.).
 CD0317
 CD0317.The modeled gravity was interpolated from observed gravity values.
 CD0317
 CD0317;                    North         East    Units  Estimated Accuracy
 CD0317;SPC TX C     - 3,255,680.      281,090.      MT  (+/- 180 meters Scaled)
 CD0317
 CD0317                          SUPERSEDED SURVEY CONTROL
 CD0317
 CD0317  NGVD 29 (??/??/92) 1553.190  (m)         5095.76   (f) ADJ UNCH    1 1
 CD0317
 CD0317.Superseded values are not recommended for survey control.
 CD0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0317.See file dsdata.txt to determine how the superseded data were derived.
 CD0317
 CD0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER224291(NAD 83)
 CD0317_MARKER: DD = SURVEY DISK
 CD0317_SETTING: 66 = SET IN ROCK OUTCROP
 CD0317_SP_SET: OUTCROP
 CD0317_STAMPING: 5095 L 22 1933
 CD0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0317+STABILITY: POSITION/ELEVATION WELL
 CD0317
 CD0317  HISTORY     - Date     Condition        Report By
 CD0317  HISTORY     - 1933     MONUMENTED       USGS
 CD0317  HISTORY     - 1943     GOOD             NGS
 CD0317  HISTORY     - 1977     GOOD             NGS
 CD0317
 CD0317                          STATION DESCRIPTION
 CD0317
 CD0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CD0317'114.6 MI E FROM EL PASO.
 CD0317'IN CULBERSON COUNTY, 114.6 MILES EAST OF THE CITY HALL AT EL PASO, EL
 CD0317'PASO COUNTY, 3.2 MILES EAST ALONG THE 1933 ROUTE OF U.S. HIGHWAY 62
 CD0317'FROM PINE SPRINGS, 0.9 MILE EAST OF A WOODEN GATE ACROSS THE ROAD, 40
 CD0317'FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A LIMESTONE
 CD0317'OUTCROP, AND ABOUT 2 INCHES ABOVE THE GROUND.  A UNITED STATES
 CD0317'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5095 L 22 1933.
 CD0317
 CD0317                          STATION RECOVERY (1977)
 CD0317
 CD0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0317'0.15 MILE EAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE STATE
 CD0317'HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 3.05 MILES
 CD0317'NORTHEAST, THROUGH A STEEL GATE, ALONG A ROCKY ROAD (OLD HIGHWAY 62),
 CD0317'0.8 MILE NORTHEAST OF A FENCE WITH A GATE CROSSING THE ROAD,
 CD0317'SET IN TOP OF A LIMESTONE OUTCROP, 54 FT. NORTHWEST OF THE
 CD0317'APPROXIMATE CENTER LINE OF THE ROAD, 19.5 FT. NORTHWEST OF THE
 CD0317'CENTER LINE OF A ROCK BURM ALONG THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0289 ***********************************************************************
 BN0289  DESIGNATION -  L 220
 BN0289  PID         -  BN0289
 BN0289  STATE/COUNTY-  TX/KERR
 BN0289  USGS QUAD   -  BEE CAVES CREEK (1964)
 BN0289
 BN0289                         *CURRENT SURVEY CONTROL
 BN0289  ___________________________________________________________________
 BN0289* NAD 83(1986)-  30 03 33.     (N)    099 29 16.     (W)     SCALED    
 BN0289* NAVD 88     -       592.237  (meters)    1943.03   (feet)  ADJUSTED  
 BN0289  ___________________________________________________________________
 BN0289  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 BN0289  DYNAMIC HT  -         591.381 (meters)    1940.22  (feet)  COMP
 BN0289  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 BN0289
 BN0289  VERT ORDER  -  SECOND    CLASS 0
 BN0289
 BN0289.The horizontal coordinates were scaled from a topographic map and have
 BN0289.an estimated accuracy of +/- 6 seconds.
 BN0289
 BN0289.The orthometric height was determined by differential leveling
 BN0289.and adjusted by the National Geodetic Survey in June 1991..
 BN0289
 BN0289.The geoid height was determined by GEOID03.
 BN0289
 BN0289.The dynamic height is computed by dividing the NAVD 88
 BN0289.geopotential number by the normal gravity value computed on the
 BN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0289.degrees latitude (g = 980.6199 gals.).
 BN0289
 BN0289.The modeled gravity was interpolated from observed gravity values.
 BN0289
 BN0289;                    North         East    Units  Estimated Accuracy
 BN0289;SPC TXSC     - 4,246,790.      552,970.      MT  (+/- 180 meters Scaled)
 BN0289
 BN0289                          SUPERSEDED SURVEY CONTROL
 BN0289
 BN0289  NGVD 29 (??/??/92)  592.165  (m)         1942.79   (f) ADJ UNCH    2 0
 BN0289
 BN0289.Superseded values are not recommended for survey control.
 BN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0289.See file dsdata.txt to determine how the superseded data were derived.
 BN0289
 BN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU529254(NAD 83)
 BN0289_MARKER: DB = BENCH MARK DISK
 BN0289_SETTING: 66 = SET IN ROCK OUTCROP
 BN0289_SP_SET: ROCK OUTCROP
 BN0289_STAMPING: L 220 1934
 BN0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0289+STABILITY: POSITION/ELEVATION WELL
 BN0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0289+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 BN0289
 BN0289  HISTORY     - Date     Condition        Report By
 BN0289  HISTORY     - 1934     MONUMENTED       CGS
 BN0289  HISTORY     - 1964     GOOD             USGS
 BN0289  HISTORY     - 20050718 GOOD             USPSQD
 BN0289
 BN0289                          STATION DESCRIPTION
 BN0289
 BN0289'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 BN0289'12.2 MI W FROM HUNT.
 BN0289'ABOUT 12.5 MILES WEST ALONG THE HUNT-ROCKSPRINGS ROAD FROM THE POST
 BN0289'OFFICE AT HUNT, KERR COUNTY, 500 FEET SOUTHEAST OF A RIVER CROSSING,
 BN0289'80 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 8 FEET HIGHER THAN
 BN0289'THE ROAD, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED
 BN0289'L 220 1934.
 BN0289
 BN0289                          STATION RECOVERY (2005)
 BN0289
 BN0289'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BN0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0395 ***********************************************************************
 CB0395  DESIGNATION -  L 221
 CB0395  PID         -  CB0395
 CB0395  STATE/COUNTY-  TX/UPTON
 CB0395  USGS QUAD   -  RANKIN NE (1970)
 CB0395
 CB0395                         *CURRENT SURVEY CONTROL
 CB0395  ___________________________________________________________________
 CB0395* NAD 83(1986)-  31 13 20.     (N)    101 49 14.     (W)     SCALED    
 CB0395* NAVD 88     -       817.315  (meters)    2681.47   (feet)  ADJUSTED  
 CB0395  ___________________________________________________________________
 CB0395  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CB0395  DYNAMIC HT  -         816.121 (meters)    2677.56  (feet)  COMP
 CB0395  MODELED GRAV-     979,152.9   (mgal)                       NAVD 88
 CB0395
 CB0395  VERT ORDER  -  SECOND    CLASS 0
 CB0395
 CB0395.The horizontal coordinates were scaled from a topographic map and have
 CB0395.an estimated accuracy of +/- 6 seconds.
 CB0395
 CB0395.The orthometric height was determined by differential leveling
 CB0395.and adjusted by the National Geodetic Survey in June 1991..
 CB0395
 CB0395.The geoid height was determined by GEOID03.
 CB0395
 CB0395.The dynamic height is computed by dividing the NAVD 88
 CB0395.geopotential number by the normal gravity value computed on the
 CB0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0395.degrees latitude (g = 980.6199 gals.).
 CB0395
 CB0395.The modeled gravity was interpolated from observed gravity values.
 CB0395
 CB0395;                    North         East    Units  Estimated Accuracy
 CB0395;SPC TX C     - 3,173,390.      558,310.      MT  (+/- 180 meters Scaled)
 CB0395
 CB0395                          SUPERSEDED SURVEY CONTROL
 CB0395
 CB0395  NGVD 29 (??/??/92)  816.986  (m)         2680.39   (f) ADJ UNCH    2 0
 CB0395
 CB0395.Superseded values are not recommended for survey control.
 CB0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0395.See file dsdata.txt to determine how the superseded data were derived.
 CB0395
 CB0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV313576(NAD 83)
 CB0395_MARKER: DB = BENCH MARK DISK
 CB0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0395_STAMPING: L-221 1934
 CB0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0395+STABILITY: SURFACE MOTION
 CB0395
 CB0395  HISTORY     - Date     Condition        Report By
 CB0395  HISTORY     - 1934     MONUMENTED       CGS
 CB0395  HISTORY     - 1940     GOOD             NGS
 CB0395
 CB0395                          STATION DESCRIPTION
 CB0395
 CB0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0395'7.7 MI E FROM RANKIN.
 CB0395'7.7 MILES E OF AND ALONG THE PANHNADLE AND S.F.R.R. 50 FT. N OF
 CB0395'TRACKS.  4 YARDS W OF MILE POST 812.5.  3 FT INSIDE OF R/W FENCE.
 CB0395
 CB0395                          STATION RECOVERY (1940)
 CB0395
 CB0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0145 ***********************************************************************
 BO0145  DESIGNATION -  L 222
 BO0145  PID         -  BO0145
 BO0145  STATE/COUNTY-  TX/SCHLEICHER
 BO0145  USGS QUAD   -  ELDORADO NE (1982)
 BO0145
 BO0145                         *CURRENT SURVEY CONTROL
 BO0145  ___________________________________________________________________
 BO0145* NAD 83(1986)-  30 54 36.     (N)    100 34 31.     (W)     SCALED    
 BO0145* NAVD 88     -       711.054  (meters)    2332.85   (feet)  ADJUSTED  
 BO0145  ___________________________________________________________________
 BO0145  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 BO0145  DYNAMIC HT  -         710.052 (meters)    2329.56  (feet)  COMP
 BO0145  MODELED GRAV-     979,207.7   (mgal)                       NAVD 88
 BO0145
 BO0145  VERT ORDER  -  SECOND    CLASS 0
 BO0145
 BO0145.The horizontal coordinates were scaled from a topographic map and have
 BO0145.an estimated accuracy of +/- 6 seconds.
 BO0145
 BO0145.The orthometric height was determined by differential leveling
 BO0145.and adjusted by the National Geodetic Survey in June 1991..
 BO0145
 BO0145.The geoid height was determined by GEOID03.
 BO0145
 BO0145.The dynamic height is computed by dividing the NAVD 88
 BO0145.geopotential number by the normal gravity value computed on the
 BO0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0145.degrees latitude (g = 980.6199 gals.).
 BO0145
 BO0145.The modeled gravity was interpolated from observed gravity values.
 BO0145
 BO0145;                    North         East    Units  Estimated Accuracy
 BO0145;SPC TX C     - 3,137,860.      676,870.      MT  (+/- 180 meters Scaled)
 BO0145
 BO0145                          SUPERSEDED SURVEY CONTROL
 BO0145
 BO0145  NGVD 29 (??/??/92)  710.860  (m)         2332.21   (f) ADJ UNCH    2 0
 BO0145
 BO0145.Superseded values are not recommended for survey control.
 BO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0145.See file dsdata.txt to determine how the superseded data were derived.
 BO0145
 BO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLV494206(NAD 83)
 BO0145_MARKER: DB = BENCH MARK DISK
 BO0145_SETTING: 66 = SET IN ROCK OUTCROP
 BO0145_SP_SET: LEDGE
 BO0145_STAMPING: 2332.213 L 222 1934
 BO0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0145+STABILITY: POSITION/ELEVATION WELL
 BO0145
 BO0145  HISTORY     - Date     Condition        Report By
 BO0145  HISTORY     - 1934     MONUMENTED       CGS
 BO0145
 BO0145                          STATION DESCRIPTION
 BO0145
 BO0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0145'3.9 MI N FROM ELDORADO.
 BO0145'3.9 MILES NORTH ALONG U.S. HIGHWAY 277 FROM ELDORADO, ABOUT 0.4 MILE
 BO0145'FROM THE SOUTH END OF THE ELDORADO COUNTRY CLUB, 90 YARDS NORTH OF A
 BO0145'SMALL CONCRETE CULVERT, 68 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 BO0145'39 FEET EAST OF THE RIGHT OF WAY FENCE, AT THE NORTH SIDE OF A SMALL
 BO0145'WASH, AND IN THE TOP OF A LIMESTONE LEDGE.  A STANDARD DISK, STAMPED
 BO0145'2332.213 L 222 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0358 ***********************************************************************
 CB0358  DESIGNATION -  L 223
 CB0358  PID         -  CB0358
 CB0358  STATE/COUNTY-  TX/IRION
 CB0358  USGS QUAD   -  BARNHART SW (1971)
 CB0358
 CB0358                         *CURRENT SURVEY CONTROL
 CB0358  ___________________________________________________________________
 CB0358* NAD 83(1986)-  31 07 04.     (N)    101 14 19.     (W)     SCALED    
 CB0358* NAVD 88     -       804.234  (meters)    2638.56   (feet)  ADJUSTED  
 CB0358  ___________________________________________________________________
 CB0358  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CB0358  DYNAMIC HT  -         803.063 (meters)    2634.72  (feet)  COMP
 CB0358  MODELED GRAV-     979,158.0   (mgal)                       NAVD 88
 CB0358
 CB0358  VERT ORDER  -  SECOND    CLASS 0
 CB0358
 CB0358.The horizontal coordinates were scaled from a topographic map and have
 CB0358.an estimated accuracy of +/- 6 seconds.
 CB0358
 CB0358.The orthometric height was determined by differential leveling
 CB0358.and adjusted by the National Geodetic Survey in June 1991..
 CB0358
 CB0358.The geoid height was determined by GEOID03.
 CB0358
 CB0358.The dynamic height is computed by dividing the NAVD 88
 CB0358.geopotential number by the normal gravity value computed on the
 CB0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0358.degrees latitude (g = 980.6199 gals.).
 CB0358
 CB0358.The modeled gravity was interpolated from observed gravity values.
 CB0358
 CB0358;                    North         East    Units  Estimated Accuracy
 CB0358;SPC TX C     - 3,161,210.      613,660.      MT  (+/- 180 meters Scaled)
 CB0358
 CB0358                          SUPERSEDED SURVEY CONTROL
 CB0358
 CB0358  NGVD 29 (??/??/92)  803.954  (m)         2637.64   (f) ADJ UNCH    2 0
 CB0358
 CB0358.Superseded values are not recommended for survey control.
 CB0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0358.See file dsdata.txt to determine how the superseded data were derived.
 CB0358
 CB0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV865448(NAD 83)
 CB0358_MARKER: DB = BENCH MARK DISK
 CB0358_SETTING: 66 = SET IN ROCK OUTCROP
 CB0358_SP_SET: LIMESTONE OUTCROP
 CB0358_STAMPING: L-223 1934
 CB0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CB0358+STABILITY: POSITION/ELEVATION WELL
 CB0358
 CB0358  HISTORY     - Date     Condition        Report By
 CB0358  HISTORY     - 1934     MONUMENTED       CGS
 CB0358  HISTORY     - 1940     GOOD             NGS
 CB0358
 CB0358                          STATION DESCRIPTION
 CB0358
 CB0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CB0358'4.3 MI W FROM BARNHART.
 CB0358'4.3 MILES W OF AND ALONG THE PANHANDLE AND S.F.R.R. 300 FT. E OF AND
 CB0358'ACROSS TRACK FROM MILE POST 776 NEAR CENTER OF CUT.  57 FT. S OF
 CB0358'CENTER OF TRACK AND 7 FT. S OF R/W FENCE.  DISK IS SET IN LIME-STONE
 CB0358'ROCK ON E SIDE OF ROCKY MOUND.
 CB0358
 CB0358                          STATION RECOVERY (1940)
 CB0358
 CB0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 CB0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0399 ***********************************************************************
 BO0399  DESIGNATION -  L 224
 BO0399  PID         -  BO0399
 BO0399  STATE/COUNTY-  TX/PECOS
 BO0399  USGS QUAD   -  IRAAN (1967)
 BO0399
 BO0399                         *CURRENT SURVEY CONTROL
 BO0399  ___________________________________________________________________
 BO0399* NAD 83(1986)-  30 54 32.     (N)    101 54 04.     (W)     SCALED    
 BO0399* NAVD 88     -       679.048  (meters)    2227.84   (feet)  ADJUSTED  
 BO0399  ___________________________________________________________________
 BO0399  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 BO0399  DYNAMIC HT  -         678.069 (meters)    2224.63  (feet)  COMP
 BO0399  MODELED GRAV-     979,177.4   (mgal)                       NAVD 88
 BO0399
 BO0399  VERT ORDER  -  SECOND    CLASS 0
 BO0399
 BO0399.The horizontal coordinates were scaled from a topographic map and have
 BO0399.an estimated accuracy of +/- 6 seconds.
 BO0399
 BO0399.The orthometric height was determined by differential leveling
 BO0399.and adjusted by the National Geodetic Survey in June 1991..
 BO0399
 BO0399.The geoid height was determined by GEOID03.
 BO0399
 BO0399.The dynamic height is computed by dividing the NAVD 88
 BO0399.geopotential number by the normal gravity value computed on the
 BO0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0399.degrees latitude (g = 980.6199 gals.).
 BO0399
 BO0399.The modeled gravity was interpolated from observed gravity values.
 BO0399
 BO0399;                    North         East    Units  Estimated Accuracy
 BO0399;SPC TX C     - 3,138,760.      550,150.      MT  (+/- 180 meters Scaled)
 BO0399
 BO0399                          SUPERSEDED SURVEY CONTROL
 BO0399
 BO0399  NGVD 29 (??/??/92)  678.819  (m)         2227.09   (f) ADJ UNCH    2 0
 BO0399
 BO0399.Superseded values are not recommended for survey control.
 BO0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0399.See file dsdata.txt to determine how the superseded data were derived.
 BO0399
 BO0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV227231(NAD 83)
 BO0399_MARKER: DB = BENCH MARK DISK
 BO0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BO0399_SP_SET: WALL
 BO0399_STAMPING: L-224 1934
 BO0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BO0399
 BO0399  HISTORY     - Date     Condition        Report By
 BO0399  HISTORY     - 1934     MONUMENTED       CGS
 BO0399  HISTORY     - 1968     GOOD             NGS
 BO0399
 BO0399                          STATION DESCRIPTION
 BO0399
 BO0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BO0399'IN IRAAN.
 BO0399'IN IRAAN IN THE HIGH SCHOOL BUILDING.  DISK IS SET IN VERTICALLY IN NE
 BO0399'CORNER.  35 FT. N OF E ENTRANCE.  17 IN. ABOVE THE LEVEL OF THE
 BO0399'SIDEWALK.
 BO0399
 BO0399                          STATION RECOVERY (1968)
 BO0399
 BO0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BO0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0125 ***********************************************************************
 FM0125  DESIGNATION -  L 225
 FM0125  PID         -  FM0125
 FM0125  STATE/COUNTY-  TX/MOORE
 FM0125  USGS QUAD   -  BIRD RANCH STORE (1963)
 FM0125
 FM0125                         *CURRENT SURVEY CONTROL
 FM0125  ___________________________________________________________________
 FM0125* NAD 83(1986)-  35 51 59.     (N)    102 08 57.     (W)     SCALED    
 FM0125* NAVD 88     -      1161.180  (meters)    3809.64   (feet)  ADJUSTED  
 FM0125  ___________________________________________________________________
 FM0125  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 FM0125  DYNAMIC HT  -        1159.823 (meters)    3805.19  (feet)  COMP
 FM0125  MODELED GRAV-     979,424.3   (mgal)                       NAVD 88
 FM0125
 FM0125  VERT ORDER  -  SECOND    CLASS 0
 FM0125
 FM0125.The horizontal coordinates were scaled from a topographic map and have
 FM0125.an estimated accuracy of +/- 6 seconds.
 FM0125
 FM0125.The orthometric height was determined by differential leveling
 FM0125.and adjusted by the National Geodetic Survey in June 1991..
 FM0125
 FM0125.The geoid height was determined by GEOID03.
 FM0125
 FM0125.The dynamic height is computed by dividing the NAVD 88
 FM0125.geopotential number by the normal gravity value computed on the
 FM0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0125.degrees latitude (g = 980.6199 gals.).
 FM0125
 FM0125.The modeled gravity was interpolated from observed gravity values.
 FM0125
 FM0125;                    North         East    Units  Estimated Accuracy
 FM0125;SPC TX N     - 1,207,250.      141,370.      MT  (+/- 180 meters Scaled)
 FM0125
 FM0125                          SUPERSEDED SURVEY CONTROL
 FM0125
 FM0125  NGVD 29 (??/??/92) 1160.591  (m)         3807.71   (f) ADJ UNCH    2 0
 FM0125
 FM0125.Superseded values are not recommended for survey control.
 FM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0125.See file dsdata.txt to determine how the superseded data were derived.
 FM0125
 FM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV574728(NAD 83)
 FM0125_MARKER: DB = BENCH MARK DISK
 FM0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0125_STAMPING: L-225 1934
 FM0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0125+STABILITY: SURFACE MOTION
 FM0125
 FM0125  HISTORY     - Date     Condition        Report By
 FM0125  HISTORY     - 1934     MONUMENTED       CGS
 FM0125  HISTORY     - 1935     GOOD             NGS
 FM0125  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 FM0125
 FM0125                          STATION DESCRIPTION
 FM0125
 FM0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0125'10.3 MI W FROM DUMAS.
 FM0125'10.3 MILES W OF AND ALONG THE DUMAS-HARTLEY HWY NO. 87 62 FT. S OF
 FM0125'CENTER OF HIGHWAY.  30 FT. S OF R/W FENCE.  4 FT. E OF T ANGLE FENCE
 FM0125'NEAR OPEN PLACE IN FENCE USED FOR GATEWAY.
 FM0125
 FM0125                          STATION RECOVERY (1935)
 FM0125
 FM0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 FM0125'RECOVERED IN GOOD CONDITION.
 FM0125
 FM0125                          STATION RECOVERY (2004)
 FM0125
 FM0125'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0503 ***********************************************************************
 FL0503  DESIGNATION -  L 227
 FL0503  PID         -  FL0503
 FL0503  STATE/COUNTY-  TX/GRAY
 FL0503  USGS QUAD   -  POND CREEK (1976)
 FL0503
 FL0503                         *CURRENT SURVEY CONTROL
 FL0503  ___________________________________________________________________
 FL0503* NAD 83(1986)-  35 23 36.     (N)    100 36 30.     (W)     SCALED    
 FL0503* NAVD 88     -       779.937  (meters)    2558.84   (feet)  ADJUSTED  
 FL0503  ___________________________________________________________________
 FL0503  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL0503  DYNAMIC HT  -         779.123 (meters)    2556.17  (feet)  COMP
 FL0503  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 FL0503
 FL0503  VERT ORDER  -  SECOND    CLASS 0
 FL0503
 FL0503.The horizontal coordinates were scaled from a topographic map and have
 FL0503.an estimated accuracy of +/- 6 seconds.
 FL0503
 FL0503.The orthometric height was determined by differential leveling
 FL0503.and adjusted by the National Geodetic Survey in June 1991..
 FL0503
 FL0503.The geoid height was determined by GEOID03.
 FL0503
 FL0503.The dynamic height is computed by dividing the NAVD 88
 FL0503.geopotential number by the normal gravity value computed on the
 FL0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0503.degrees latitude (g = 980.6199 gals.).
 FL0503
 FL0503.The modeled gravity was interpolated from observed gravity values.
 FL0503
 FL0503;                    North         East    Units  Estimated Accuracy
 FL0503;SPC TX N     - 1,154,940.      281,000.      MT  (+/- 180 meters Scaled)
 FL0503
 FL0503                          SUPERSEDED SURVEY CONTROL
 FL0503
 FL0503  NGVD 29 (??/??/92)  779.612  (m)         2557.78   (f) ADJ UNCH    2 0
 FL0503
 FL0503.Superseded values are not recommended for survey control.
 FL0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0503.See file dsdata.txt to determine how the superseded data were derived.
 FL0503
 FL0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE539178(NAD 83)
 FL0503_MARKER: DB = BENCH MARK DISK
 FL0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0503_STAMPING: L 227 1934
 FL0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0503+STABILITY: SURFACE MOTION
 FL0503
 FL0503  HISTORY     - Date     Condition        Report By
 FL0503  HISTORY     - 1934     MONUMENTED       CGS
 FL0503  HISTORY     - 1943     GOOD             NGS
 FL0503
 FL0503                          STATION DESCRIPTION
 FL0503
 FL0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0503'IN DENWORTH.
 FL0503'AT DENWORTH, GRAY COUNTY, ABOUT 228 FEET NORTHWEST OF THE FORT WORTH
 FL0503'AND DENVER CITY RAILWAY STATION AT DENWORTH, ABOUT 4 POLES EAST OF
 FL0503'MILEPOST 306, AT THE NORTHWEST CORNER OF A ROAD CROSSING, ABOUT 103
 FL0503'FEET NORTH OF THE CENTER LINE OF THE TRACK, 2.0 FEET NORTH OF A
 FL0503'EAST-WEST FENCE, 43.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 FL0503'CROSS ROAD, 2.0 FEET EAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0793 ***********************************************************************
 FL0793  DESIGNATION -  L 228
 FL0793  PID         -  FL0793
 FL0793  STATE/COUNTY-  TX/CARSON
 FL0793  USGS QUAD   -  SKELLYTOWN (1978)
 FL0793
 FL0793                         *CURRENT SURVEY CONTROL
 FL0793  ___________________________________________________________________
 FL0793* NAD 83(1986)-  35 34 51.     (N)    101 11 24.     (W)     SCALED    
 FL0793* NAVD 88     -       983.739  (meters)    3227.48   (feet)  ADJUSTED  
 FL0793  ___________________________________________________________________
 FL0793  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 FL0793  DYNAMIC HT  -         982.639 (meters)    3223.87  (feet)  COMP
 FL0793  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 FL0793
 FL0793  VERT ORDER  -  SECOND    CLASS 0
 FL0793
 FL0793.The horizontal coordinates were scaled from a topographic map and have
 FL0793.an estimated accuracy of +/- 6 seconds.
 FL0793
 FL0793.The orthometric height was determined by differential leveling
 FL0793.and adjusted by the National Geodetic Survey in June 1991..
 FL0793
 FL0793.The geoid height was determined by GEOID03.
 FL0793
 FL0793.The dynamic height is computed by dividing the NAVD 88
 FL0793.geopotential number by the normal gravity value computed on the
 FL0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0793.degrees latitude (g = 980.6199 gals.).
 FL0793
 FL0793.The modeled gravity was interpolated from observed gravity values.
 FL0793
 FL0793;                    North         East    Units  Estimated Accuracy
 FL0793;SPC TX N     - 1,175,420.      228,100.      MT  (+/- 180 meters Scaled)
 FL0793
 FL0793                          SUPERSEDED SURVEY CONTROL
 FL0793
 FL0793  NGVD 29 (??/??/92)  983.314  (m)         3226.09   (f) ADJ UNCH    2 0
 FL0793
 FL0793.Superseded values are not recommended for survey control.
 FL0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0793.See file dsdata.txt to determine how the superseded data were derived.
 FL0793
 FL0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE015396(NAD 83)
 FL0793_MARKER: DB = BENCH MARK DISK
 FL0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0793_STAMPING: L-228 1934
 FL0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0793+STABILITY: SURFACE MOTION
 FL0793
 FL0793  HISTORY     - Date     Condition        Report By
 FL0793  HISTORY     - 1934     MONUMENTED       CGS
 FL0793  HISTORY     - 1963     MARK NOT FOUND   USGS
 FL0793
 FL0793                          STATION DESCRIPTION
 FL0793
 FL0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0793'1.8 MI NW FROM SKELLYTOWN.
 FL0793'1.8 MILES NW OF AND ALONG THE OIL FIELD HWY NO. 41.  MARK IS 120 FT. E
 FL0793'OF THE CENTER OF THE HIGHWAY WHICH TURNS W AT THIS PLACE.  MARK IS 3
 FL0793'FT. N OF SW CORNER OF A HIGHWAY LINE TRANSFORMER STATION AND 3 FT. W
 FL0793'OF SCREEN FENCE OF SAME STATION.
 FL0793
 FL0793                          STATION RECOVERY (1963)
 FL0793
 FL0793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FL0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0834 ***********************************************************************
 FL0834  DESIGNATION -  L 229
 FL0834  PID         -  FL0834
 FL0834  STATE/COUNTY-  TX/CARSON
 FL0834  USGS QUAD   -  MC BRIDE (1978)
 FL0834
 FL0834                         *CURRENT SURVEY CONTROL
 FL0834  ___________________________________________________________________
 FL0834* NAD 83(1986)-  35 35 20.     (N)    101 24 36.     (W)     SCALED    
 FL0834* NAVD 88     -       974.347  (meters)    3196.67   (feet)  ADJUSTED  
 FL0834  ___________________________________________________________________
 FL0834  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 FL0834  DYNAMIC HT  -         973.239 (meters)    3193.03  (feet)  COMP
 FL0834  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 FL0834
 FL0834  VERT ORDER  -  SECOND    CLASS 0
 FL0834
 FL0834.The horizontal coordinates were scaled from a topographic map and have
 FL0834.an estimated accuracy of +/- 6 seconds.
 FL0834
 FL0834.The orthometric height was determined by differential leveling
 FL0834.and adjusted by the National Geodetic Survey in June 1991..
 FL0834
 FL0834.The geoid height was determined by GEOID03.
 FL0834
 FL0834.The dynamic height is computed by dividing the NAVD 88
 FL0834.geopotential number by the normal gravity value computed on the
 FL0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0834.degrees latitude (g = 980.6199 gals.).
 FL0834
 FL0834.The modeled gravity was interpolated from observed gravity values.
 FL0834
 FL0834;                    North         East    Units  Estimated Accuracy
 FL0834;SPC TX N     - 1,176,270.      208,160.      MT  (+/- 180 meters Scaled)
 FL0834
 FL0834                          SUPERSEDED SURVEY CONTROL
 FL0834
 FL0834  NGVD 29 (??/??/92)  973.876  (m)         3195.12   (f) ADJ UNCH    2 0
 FL0834
 FL0834.Superseded values are not recommended for survey control.
 FL0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0834.See file dsdata.txt to determine how the superseded data were derived.
 FL0834
 FL0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE816410(NAD 83)
 FL0834_MARKER: DB = BENCH MARK DISK
 FL0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0834_STAMPING: L 229 1934
 FL0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0834+STABILITY: SURFACE MOTION
 FL0834
 FL0834  HISTORY     - Date     Condition        Report By
 FL0834  HISTORY     - 1934     MONUMENTED       CGS
 FL0834  HISTORY     - 1953     GOOD             NGS
 FL0834
 FL0834                          STATION DESCRIPTION
 FL0834
 FL0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0834'5.4 MI S FROM BORGER.
 FL0834'IN CARSON COUNTY, 5.4 MILES SOUTH ALONG STATE HIGHWAY 117 FROM BORGER,
 FL0834'HUTCHINSON COUNTY, 58 YARDS SOUTH OF A POWER TRANSMISSION LINE, 38
 FL0834'YARDS NORTH OF ANOTHER POWER-TRANSMISSION LINE, 45 FEET WEST OF THE
 FL0834'CENTERLINE OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0322 ***********************************************************************
 CD0322  DESIGNATION -  L 23
 CD0322  PID         -  CD0322
 CD0322  STATE/COUNTY-  TX/CULBERSON
 CD0322  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0322
 CD0322                         *CURRENT SURVEY CONTROL
 CD0322  ___________________________________________________________________
 CD0322* NAD 83(1986)-  31 54 58.     (N)    104 41 26.     (W)     SCALED    
 CD0322* NAVD 88     -      1358.920  (meters)    4458.39   (feet)  ADJUSTED  
 CD0322  ___________________________________________________________________
 CD0322  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CD0322  DYNAMIC HT  -        1356.825 (meters)    4451.52  (feet)  COMP
 CD0322  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 CD0322
 CD0322  VERT ORDER  -  FIRST     CLASS I
 CD0322
 CD0322.The horizontal coordinates were scaled from a topographic map and have
 CD0322.an estimated accuracy of +/- 6 seconds.
 CD0322
 CD0322.The orthometric height was determined by differential leveling
 CD0322.and adjusted by the National Geodetic Survey in June 1991..
 CD0322
 CD0322.The geoid height was determined by GEOID03.
 CD0322
 CD0322.The dynamic height is computed by dividing the NAVD 88
 CD0322.geopotential number by the normal gravity value computed on the
 CD0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0322.degrees latitude (g = 980.6199 gals.).
 CD0322
 CD0322.The modeled gravity was interpolated from observed gravity values.
 CD0322
 CD0322;                    North         East    Units  Estimated Accuracy
 CD0322;SPC TX C     - 3,257,450.      288,000.      MT  (+/- 180 meters Scaled)
 CD0322
 CD0322                          SUPERSEDED SURVEY CONTROL
 CD0322
 CD0322  NGVD 29 (??/??/92) 1358.323  (m)         4456.43   (f) ADJ UNCH    1 1
 CD0322
 CD0322.Superseded values are not recommended for survey control.
 CD0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0322.See file dsdata.txt to determine how the superseded data were derived.
 CD0322
 CD0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER292311(NAD 83)
 CD0322_MARKER: DD = SURVEY DISK
 CD0322_SETTING: 66 = SET IN ROCK OUTCROP
 CD0322_SP_SET: OUTCROP
 CD0322_STAMPING: 4456 L 23 1933
 CD0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0322+STABILITY: POSITION/ELEVATION WELL
 CD0322
 CD0322  HISTORY     - Date     Condition        Report By
 CD0322  HISTORY     - 1933     MONUMENTED       USGS
 CD0322  HISTORY     - 1973     GOOD             USGS
 CD0322  HISTORY     - 1977     GOOD             NGS
 CD0322
 CD0322                          STATION DESCRIPTION
 CD0322
 CD0322'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0322'13.8 MI SW FROM TEX.-N.M. STATE LINE.
 CD0322'IN CULBERSON COUNTY, 11.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 180 AND
 CD0322'62 FROM THE TEX.-N.M. STATE LINE TO A GRADED ROAD LEADING SOUTHEAST TO
 CD0322'THE D RANCH, THENCE SOUTHEAST ALONG THE GRADED ROAD 2.4 MILES, AT THE
 CD0322'LAMAR CANYON CROSSING, AT THE NORTH ONE OF TWO ADJACENT STREAM
 CD0322'CROSSINGS 50 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND IN THE TOP
 CD0322'OF A LARGE WATERWORN SANDSTONE OUTCROP.  A UNITED STATES GEOLOGICAL
 CD0322'SURVEY STANDARD DISK, STAMPED 4456 L 23 1933.
 CD0322
 CD0322                          STATION RECOVERY (1977)
 CD0322
 CD0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0322'7.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0322'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 2.25
 CD0322'MILES SOUTHEAST ALONG A GRADED DIRT ROAD LEADING TO THE D RANCH,
 CD0322'SET IN TOP OF A SANDSTONE OUTCROP AT THE BOTTOM OF A STREAM
 CD0322'BED, AT THE NORTH ONE OF TWO ADJACENT STREAM CROSSINGS OF LAMAR
 CD0322'CANYON, 54 FT. SOUTHEAST OF THE CENTER LINE OF THE ROAD.
 CD0322'NOTE-THERE ARE TWO STAMPINGS OF L-23 ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0244 ***********************************************************************
 BQ0244  DESIGNATION -  L 23
 BQ0244  PID         -  BQ0244
 BQ0244  STATE/COUNTY-  TX/CULBERSON
 BQ0244  USGS QUAD   -  VAN HORN WELLS (1972)
 BQ0244
 BQ0244                         *CURRENT SURVEY CONTROL
 BQ0244  ___________________________________________________________________
 BQ0244* NAD 83(1986)-  30 53 45.     (N)    104 47 03.     (W)     SCALED    
 BQ0244* NAVD 88     -      1200.495  (meters)    3938.62   (feet)  ADJUSTED  
 BQ0244  ___________________________________________________________________
 BQ0244  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 BQ0244  DYNAMIC HT  -        1198.581 (meters)    3932.34  (feet)  COMP
 BQ0244  MODELED GRAV-     979,006.1   (mgal)                       NAVD 88
 BQ0244
 BQ0244  VERT ORDER  -  FIRST     CLASS II
 BQ0244
 BQ0244.The horizontal coordinates were scaled from a topographic map and have
 BQ0244.an estimated accuracy of +/- 6 seconds.
 BQ0244
 BQ0244.The orthometric height was determined by differential leveling
 BQ0244.and adjusted by the National Geodetic Survey in June 1991..
 BQ0244
 BQ0244.The geoid height was determined by GEOID03.
 BQ0244
 BQ0244.The dynamic height is computed by dividing the NAVD 88
 BQ0244.geopotential number by the normal gravity value computed on the
 BQ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0244.degrees latitude (g = 980.6199 gals.).
 BQ0244
 BQ0244.The modeled gravity was interpolated from observed gravity values.
 BQ0244
 BQ0244;                    North         East    Units  Estimated Accuracy
 BQ0244;SPC TX C     - 3,144,770.      274,630.      MT  (+/- 180 meters Scaled)
 BQ0244
 BQ0244                          SUPERSEDED SURVEY CONTROL
 BQ0244
 BQ0244  NGVD 29 (??/??/92) 1199.967  (m)         3936.89   (f) ADJ UNCH    1 2
 BQ0244
 BQ0244.Superseded values are not recommended for survey control.
 BQ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0244.See file dsdata.txt to determine how the superseded data were derived.
 BQ0244
 BQ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ206180(NAD 83)
 BQ0244_MARKER: DB = BENCH MARK DISK
 BQ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0244_STAMPING: L 23 1917 ELEV. 3936.993 FT.
 BQ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0244+STABILITY: SURFACE MOTION
 BQ0244
 BQ0244  HISTORY     - Date     Condition        Report By
 BQ0244  HISTORY     - 1917     MONUMENTED       CGS
 BQ0244  HISTORY     - 1957     GOOD             NGS
 BQ0244
 BQ0244                          STATION DESCRIPTION
 BQ0244
 BQ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BQ0244'0.4 MI NW FROM LOBO.
 BQ0244'ABOUT 0.4 MILE NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BQ0244'THE COUNTY ROAD CROSSING AT LOBO, 137 FEET EAST-NORTHEAST OF AND
 BQ0244'ACROSS THE TRACK FROM MILEPOST 696, 88 FEET EAST-NORTHEAST OF THE NEAR
 BQ0244'RAIL, 116 FEET NORTH-NORTHEAST OF THE NEAR CORNER OF THE STEEL GIRDER
 BQ0244'BRIDGE NUMBER 695.96, 6 1/2 FEET WEST-SOUTHWEST OF A FENCE, 1 1/2 FEET
 BQ0244'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 BQ0244'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0493 ***********************************************************************
 FL0493  DESIGNATION -  L 230
 FL0493  PID         -  FL0493
 FL0493  STATE/COUNTY-  TX/GRAY
 FL0493  USGS QUAD   -  DEEP LAKE (1968)
 FL0493
 FL0493                         *CURRENT SURVEY CONTROL
 FL0493  ___________________________________________________________________
 FL0493* NAD 83(1986)-  35 21 26.     (N)    100 58 23.     (W)     SCALED    
 FL0493* NAVD 88     -       990.668  (meters)    3250.22   (feet)  ADJUSTED  
 FL0493  ___________________________________________________________________
 FL0493  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FL0493  DYNAMIC HT  -         989.568 (meters)    3246.61  (feet)  COMP
 FL0493  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 FL0493
 FL0493  VERT ORDER  -  SECOND    CLASS 0
 FL0493
 FL0493.The horizontal coordinates were scaled from a topographic map and have
 FL0493.an estimated accuracy of +/- 6 seconds.
 FL0493
 FL0493.The orthometric height was determined by differential leveling
 FL0493.and adjusted by the National Geodetic Survey in June 1991..
 FL0493
 FL0493.The geoid height was determined by GEOID03.
 FL0493
 FL0493.The dynamic height is computed by dividing the NAVD 88
 FL0493.geopotential number by the normal gravity value computed on the
 FL0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0493.degrees latitude (g = 980.6199 gals.).
 FL0493
 FL0493.The modeled gravity was interpolated from observed gravity values.
 FL0493
 FL0493;                    North         East    Units  Estimated Accuracy
 FL0493;SPC TX N     - 1,150,690.      247,890.      MT  (+/- 180 meters Scaled)
 FL0493
 FL0493                          SUPERSEDED SURVEY CONTROL
 FL0493
 FL0493  NGVD 29 (??/??/92)  990.249  (m)         3248.84   (f) ADJ UNCH    2 0
 FL0493
 FL0493.Superseded values are not recommended for survey control.
 FL0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0493.See file dsdata.txt to determine how the superseded data were derived.
 FL0493
 FL0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE207144(NAD 83)
 FL0493_MARKER: DB = BENCH MARK DISK
 FL0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0493_STAMPING: L-230 1934
 FL0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0493+STABILITY: SURFACE MOTION
 FL0493
 FL0493  HISTORY     - Date     Condition        Report By
 FL0493  HISTORY     - 1934     MONUMENTED       CGS
 FL0493  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0493
 FL0493                          STATION DESCRIPTION
 FL0493
 FL0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0493'12.6 MI S FROM PAMPA.
 FL0493'12.6 MILES S OF AND ALONG STATE HWY NO. 18.  MARK IS AT CROSS ROADS.
 FL0493'48 FT. E OF CENTER OF HIGHWAY.  20 FT. S OF CENTER OF CROSS ROAD.  2
 FL0493'FT. S OF FENCE.
 FL0493
 FL0493                          STATION RECOVERY (1966)
 FL0493
 FL0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0828 ***********************************************************************
 DN0828  DESIGNATION -  L 231
 DN0828  PID         -  DN0828
 DN0828  STATE/COUNTY-  TX/MONTAGUE
 DN0828  USGS QUAD   -  RINGGOLD (1968)
 DN0828
 DN0828                         *CURRENT SURVEY CONTROL
 DN0828  ___________________________________________________________________
 DN0828* NAD 83(1986)-  33 48 49.     (N)    097 57 09.     (W)     SCALED    
 DN0828* NAVD 88     -       276.539  (meters)     907.28   (feet)  ADJUSTED  
 DN0828  ___________________________________________________________________
 DN0828  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DN0828  DYNAMIC HT  -         276.238 (meters)     906.29  (feet)  COMP
 DN0828  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 DN0828
 DN0828  VERT ORDER  -  FIRST     CLASS II
 DN0828
 DN0828.The horizontal coordinates were scaled from a topographic map and have
 DN0828.an estimated accuracy of +/- 6 seconds.
 DN0828
 DN0828.The orthometric height was determined by differential leveling
 DN0828.and adjusted by the National Geodetic Survey in June 1991..
 DN0828
 DN0828.The geoid height was determined by GEOID03.
 DN0828
 DN0828.The dynamic height is computed by dividing the NAVD 88
 DN0828.geopotential number by the normal gravity value computed on the
 DN0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0828.degrees latitude (g = 980.6199 gals.).
 DN0828
 DN0828.The modeled gravity was interpolated from observed gravity values.
 DN0828
 DN0828;                    North         East    Units  Estimated Accuracy
 DN0828;SPC TXNC     - 2,238,220.      650,690.      MT  (+/- 180 meters Scaled)
 DN0828
 DN0828                          SUPERSEDED SURVEY CONTROL
 DN0828
 DN0828  NGVD 29 (??/??/92)  276.438  (m)          906.95   (f) ADJ UNCH    1 2
 DN0828
 DN0828.Superseded values are not recommended for survey control.
 DN0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0828.See file dsdata.txt to determine how the superseded data were derived.
 DN0828
 DN0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC969419(NAD 83)
 DN0828_MARKER: DB = BENCH MARK DISK
 DN0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0828_SP_SET: CONCRETE POST
 DN0828_STAMPING: L 231 1952
 DN0828_MARK LOGO: CGS   
 DN0828_PROJECTION: PROJECTING 20 CENTIMETERS
 DN0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0828+STABILITY: SURFACE MOTION
 DN0828
 DN0828  HISTORY     - Date     Condition        Report By
 DN0828  HISTORY     - 1952     MONUMENTED       CGS
 DN0828  HISTORY     - 1986     GOOD             NGS
 DN0828  HISTORY     - 19980214 GOOD             USPSQD
 DN0828
 DN0828                          STATION DESCRIPTION
 DN0828
 DN0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0828'0.8 MI S FROM RINGOLD.
 DN0828'0.8 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 DN0828'FROM THE STATION AT RINGOLD, 0.2 MILE SOUTH OF THE UNDERPASS ON U.S.
 DN0828'HIGHWAY 81, 92 FEET SOUTH OF MILEPOST 525, 40.3 FEET WEST OF THE WEST
 DN0828'RAIL, 6 FEET EAST OF A FENCE, 3.4 FEET NORTH OF A WITNESS POST, SET IN
 DN0828'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DN0828
 DN0828                          STATION RECOVERY (1986)
 DN0828
 DN0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0828'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  25.0 KM
 DN0828'(15.55 MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0828'HIGHWAY 287 IN BOWIE, THENCE 0.6 KM (0.35 MI) WEST ALONG A GRAVELED
 DN0828'ROAD, THENCE 4.6 KM (2.85 MI) NORTHERLY ALONG THE OKLAHOMA KANSAS
 DN0828'TEXAS RAILROAD, 0.3 KM (0.2 MI) SOUTH OF THE INTERSECTION OF U.S.
 DN0828'HIGHWAY 82, 28.0 M (91.9 FT) SOUTH OF MILEPOST 525, 12.3 M (40.4 FT)
 DN0828'WEST OF THE NEAR RAIL, AND 1.8 M (5.9 FT) EAST OF A FENCE.
 DN0828'THE MARK IS 0.3 M BELOW THE TRACKS.
 DN0828
 DN0828                          STATION RECOVERY (1998)
 DN0828
 DN0828'RECOVERY NOTE BY US POWER SQUADRON 1998
 DN0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0872 ***********************************************************************
 DN0872  DESIGNATION -  L 232
 DN0872  PID         -  DN0872
 DN0872  STATE/COUNTY-  TX/MONTAGUE
 DN0872  USGS QUAD   -  RINGGOLD (1968)
 DN0872
 DN0872                         *CURRENT SURVEY CONTROL
 DN0872  ___________________________________________________________________
 DN0872* NAD 83(1986)-  33 49 03.     (N)    097 56 15.     (W)     SCALED    
 DN0872* NAVD 88     -       276.381  (meters)     906.76   (feet)  ADJUSTED  
 DN0872  ___________________________________________________________________
 DN0872  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DN0872  DYNAMIC HT  -         276.081 (meters)     905.78  (feet)  COMP
 DN0872  MODELED GRAV-     979,541.6   (mgal)                       NAVD 88
 DN0872
 DN0872  VERT ORDER  -  FIRST     CLASS II
 DN0872
 DN0872.The horizontal coordinates were scaled from a topographic map and have
 DN0872.an estimated accuracy of +/- 6 seconds.
 DN0872
 DN0872.The orthometric height was determined by differential leveling
 DN0872.and adjusted by the National Geodetic Survey in June 1991..
 DN0872
 DN0872.The geoid height was determined by GEOID03.
 DN0872
 DN0872.The dynamic height is computed by dividing the NAVD 88
 DN0872.geopotential number by the normal gravity value computed on the
 DN0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0872.degrees latitude (g = 980.6199 gals.).
 DN0872
 DN0872.The modeled gravity was interpolated from observed gravity values.
 DN0872
 DN0872;                    North         East    Units  Estimated Accuracy
 DN0872;SPC TXNC     - 2,238,650.      652,080.      MT  (+/- 180 meters Scaled)
 DN0872
 DN0872                          SUPERSEDED SURVEY CONTROL
 DN0872
 DN0872  NGVD 29 (??/??/92)  276.28   (m)          906.4    (f) COMPUTED    1 2
 DN0872
 DN0872.Superseded values are not recommended for survey control.
 DN0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0872.See file dsdata.txt to determine how the superseded data were derived.
 DN0872
 DN0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC983424(NAD 83)
 DN0872_MARKER: DB = BENCH MARK DISK
 DN0872_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN0872_SP_SET: BRIDGE ABUTMENT
 DN0872_STAMPING: L 232 1952
 DN0872_MARK LOGO: CGS   
 DN0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0872
 DN0872  HISTORY     - Date     Condition        Report By
 DN0872  HISTORY     - 1952     MONUMENTED       CGS
 DN0872  HISTORY     - 1986     GOOD             NGS
 DN0872  HISTORY     - 19961116 GOOD             USPSQD
 DN0872
 DN0872                          STATION DESCRIPTION
 DN0872
 DN0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0872'0.25 MI E FROM RINGOLD.
 DN0872'0.25 MILE EAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF TEXAS
 DN0872'FROM THE STATION AT RINGOLD, 4 POLES EAST OF MILEPOST 756, 32 FEET
 DN0872'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE SOUTH
 DN0872'END OF THE WEST ABUTMENT OF THE UNDERPASS OF U.S. HIGHWAY 81, 1.6 FEET
 DN0872'SOUTH OF THE WEST END OF THE SOUTH GUARD RAIL, 0.6 FOOT BELOW THE TOP
 DN0872'OF THE RAILS.
 DN0872
 DN0872                          STATION RECOVERY (1986)
 DN0872
 DN0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DN0872'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  29.8 M (18.5
 DN0872'MI) NORTHERLY ALONG U.S. HIGHWAY 81 FROM ITS JUNCTION WITH U.S.
 DN0872'HIGHWAY 287 IN BOWIE, IN THE SOUTH END OF THE WEST CONCRETE ABUTMENT
 DN0872'OF AN ABANDONED RAILROAD OVERPASS, 0.2 KM (0.1 MI) NORTH OF THE
 DN0872'INTERSECTION OF U.S. HIGHWAY 82, 19.8 M (65.0 FT) WEST OF THE
 DN0872'CENTERLINE OF THE HIGHWAY, AND 6.0 M (19.7 FT) SOUTH OF THE CENTER OF
 DN0872'THE OVERPASS.
 DN0872'THE MARK IS 6.2 M ABOVE THE HIGHWAY.
 DN0872
 DN0872                          STATION RECOVERY (1996)
 DN0872
 DN0872'RECOVERY NOTE BY US POWER SQUADRON 1996
 DN0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0501 ***********************************************************************
 DN0501  DESIGNATION -  L 233
 DN0501  PID         -  DN0501
 DN0501  STATE/COUNTY-  TX/GRAYSON
 DN0501  USGS QUAD   -  HOWE (1974)
 DN0501
 DN0501                         *CURRENT SURVEY CONTROL
 DN0501  ___________________________________________________________________
 DN0501* NAD 83(1986)-  33 34 34.     (N)    096 36 04.     (W)     SCALED    
 DN0501* NAVD 88     -       205.600  (meters)     674.54   (feet)  ADJUSTED  
 DN0501  ___________________________________________________________________
 DN0501  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DN0501  DYNAMIC HT  -         205.378 (meters)     673.81  (feet)  COMP
 DN0501  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 DN0501
 DN0501  VERT ORDER  -  SECOND    CLASS 0
 DN0501
 DN0501.The horizontal coordinates were scaled from a topographic map and have
 DN0501.an estimated accuracy of +/- 6 seconds.
 DN0501
 DN0501.The orthometric height was determined by differential leveling
 DN0501.and adjusted by the National Geodetic Survey in June 1991..
 DN0501
 DN0501.The geoid height was determined by GEOID03.
 DN0501
 DN0501.The dynamic height is computed by dividing the NAVD 88
 DN0501.geopotential number by the normal gravity value computed on the
 DN0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0501.degrees latitude (g = 980.6199 gals.).
 DN0501
 DN0501.The modeled gravity was interpolated from observed gravity values.
 DN0501
 DN0501;                    North         East    Units  Estimated Accuracy
 DN0501;SPC TXNC     - 2,213,340.      776,270.      MT  (+/- 180 meters Scaled)
 DN0501
 DN0501                          SUPERSEDED SURVEY CONTROL
 DN0501
 DN0501  NGVD 29 (??/??/92)  205.577  (m)          674.46   (f) ADJ UNCH    2 0
 DN0501
 DN0501.Superseded values are not recommended for survey control.
 DN0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0501.See file dsdata.txt to determine how the superseded data were derived.
 DN0501
 DN0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC226177(NAD 83)
 DN0501_MARKER: DB = BENCH MARK DISK
 DN0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN0501_SP_SET: PIER
 DN0501_STAMPING: L 233 1952
 DN0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN0501
 DN0501  HISTORY     - Date     Condition        Report By
 DN0501  HISTORY     - 1952     MONUMENTED       CGS
 DN0501
 DN0501                          STATION DESCRIPTION
 DN0501
 DN0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DN0501'4.8 MI SW FROM SHERMAN.
 DN0501'4.8 MILES SOUTHWEST ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS
 DN0501'RAILROAD FROM THE UNION STATION AT SHERMAN, 7 POLES NORTHEAST OF
 DN0501'MILEPOST 651, 1.15 MILES NORTHEAST OF BENCH MARK K 233, 9 FEET
 DN0501'SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET ABOVE THE GROUND, SET
 DN0501'VERTICALLY IN THE NORTHWEST SIDE OF THE SOUTHWEST CONCRETE PIER OF THE
 DN0501'U.S. HIGHWAY 75 OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0422 ***********************************************************************
 FM0422  DESIGNATION -  L 234
 FM0422  PID         -  FM0422
 FM0422  STATE/COUNTY-  TX/HARTLEY
 FM0422  USGS QUAD   -  MIDDLE WATER (1971)
 FM0422
 FM0422                         *CURRENT SURVEY CONTROL
 FM0422  ___________________________________________________________________
 FM0422* NAD 83(1986)-  35 48 51.     (N)    102 49 37.     (W)     SCALED    
 FM0422* NAVD 88     -      1245.898  (meters)    4087.58   (feet)  ADJUSTED  
 FM0422  ___________________________________________________________________
 FM0422  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 FM0422  DYNAMIC HT  -        1244.422 (meters)    4082.74  (feet)  COMP
 FM0422  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 FM0422
 FM0422  VERT ORDER  -  FIRST     CLASS II
 FM0422
 FM0422.The horizontal coordinates were scaled from a topographic map and have
 FM0422.an estimated accuracy of +/- 6 seconds.
 FM0422
 FM0422.The orthometric height was determined by differential leveling
 FM0422.and adjusted by the National Geodetic Survey in June 1991..
 FM0422
 FM0422.The geoid height was determined by GEOID03.
 FM0422
 FM0422.The dynamic height is computed by dividing the NAVD 88
 FM0422.geopotential number by the normal gravity value computed on the
 FM0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0422.degrees latitude (g = 980.6199 gals.).
 FM0422
 FM0422.The modeled gravity was interpolated from observed gravity values.
 FM0422
 FM0422;                    North         East    Units  Estimated Accuracy
 FM0422;SPC TX N     - 1,202,070.       80,090.      MT  (+/- 180 meters Scaled)
 FM0422
 FM0422                          SUPERSEDED SURVEY CONTROL
 FM0422
 FM0422  NGVD 29 (??/??/92) 1245.345  (m)         4085.77   (f) ADJ UNCH    1 2
 FM0422
 FM0422.Superseded values are not recommended for survey control.
 FM0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0422.See file dsdata.txt to determine how the superseded data were derived.
 FM0422
 FM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV963655(NAD 83)
 FM0422_MARKER: DB = BENCH MARK DISK
 FM0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0422_STAMPING: L-234 1933
 FM0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0422+STABILITY: SURFACE MOTION
 FM0422
 FM0422  HISTORY     - Date     Condition        Report By
 FM0422  HISTORY     - 1933     MONUMENTED       CGS
 FM0422  HISTORY     - 1943     GOOD             NGS
 FM0422
 FM0422                          STATION DESCRIPTION
 FM0422
 FM0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0422'3.3 MI SW FROM MIDDLEWATER.
 FM0422'3.3 MILES SOUTH WEST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. AT
 FM0422'MILE POLE NO. 570.  SET IN POST, 100 FEET SOUTH EAST OF THE CENTER
 FM0422'LINE OF THE TRACKS AND 2 FEET NORTH WEST OF THE RIGHT-OF-WAY FENCE.
 FM0422'NOTE-- THE RIGHT OF WAY FENCE IS GONE BM IS 2 FEET NW OF NW EDGE OF
 FM0422'GRADED SIDE DITCH ON THE NW SIDE OF U.S. HIGHWAY NO. 54 (UNPAVED).
 FM0422'MARK IS FLUSH W/GROUND.
 FM0422
 FM0422                          STATION RECOVERY (1943)
 FM0422
 FM0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0003 ***********************************************************************
 FM0003  DESIGNATION -  L 235
 FM0003  PID         -  FM0003
 FM0003  STATE/COUNTY-  TX/HARTLEY
 FM0003  USGS QUAD   -  HARTLEY (1973)
 FM0003
 FM0003                         *CURRENT SURVEY CONTROL
 FM0003  ___________________________________________________________________
 FM0003* NAD 83(1986)-  35 56 07.     (N)    102 25 34.     (W)     SCALED    
 FM0003* NAVD 88     -      1200.327  (meters)    3938.07   (feet)  ADJUSTED  
 FM0003  ___________________________________________________________________
 FM0003  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 FM0003  DYNAMIC HT  -        1198.921 (meters)    3933.46  (feet)  COMP
 FM0003  MODELED GRAV-     979,420.6   (mgal)                       NAVD 88
 FM0003
 FM0003  VERT ORDER  -  FIRST     CLASS II
 FM0003
 FM0003.The horizontal coordinates were scaled from a topographic map and have
 FM0003.an estimated accuracy of +/- 6 seconds.
 FM0003
 FM0003.The orthometric height was determined by differential leveling
 FM0003.and adjusted by the National Geodetic Survey in June 1991..
 FM0003
 FM0003.The geoid height was determined by GEOID03.
 FM0003
 FM0003.The dynamic height is computed by dividing the NAVD 88
 FM0003.geopotential number by the normal gravity value computed on the
 FM0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0003.degrees latitude (g = 980.6199 gals.).
 FM0003
 FM0003.The modeled gravity was interpolated from observed gravity values.
 FM0003
 FM0003;                    North         East    Units  Estimated Accuracy
 FM0003;SPC TX N     - 1,215,090.      116,440.      MT  (+/- 180 meters Scaled)
 FM0003
 FM0003                          SUPERSEDED SURVEY CONTROL
 FM0003
 FM0003  NGVD 29 (??/??/92) 1199.758  (m)         3936.21   (f) ADJ UNCH    1 2
 FM0003
 FM0003.Superseded values are not recommended for survey control.
 FM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0003.See file dsdata.txt to determine how the superseded data were derived.
 FM0003
 FM0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV321798(NAD 83)
 FM0003_MARKER: DB = BENCH MARK DISK
 FM0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0003_STAMPING: L-235 1933
 FM0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0003+STABILITY: SURFACE MOTION
 FM0003
 FM0003  HISTORY     - Date     Condition        Report By
 FM0003  HISTORY     - 1933     MONUMENTED       CGS
 FM0003  HISTORY     - 1973     MARK NOT FOUND   USGS
 FM0003  HISTORY     - 1985     MARK NOT FOUND   NGS
 FM0003
 FM0003                          STATION DESCRIPTION
 FM0003
 FM0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0003'3.9 MI NW FROM HARTLEY.
 FM0003'3.9 MILES NORTHWEST OF THE DEPOT.  ALONG THE FORT WORTH AND DENVER
 FM0003'CITY RAILROAD.  AT PRIVATE ROAD CROSSING, 6 POLES SOUTH EAST OF MILE
 FM0003'POLE NO. 407.  SET IN POST, 39 FEET SOUTH WEST OF THE CENTERLINE OF
 FM0003'THE TRACKS AND 4 FEET SOUTH EAST OF POLE.
 FM0003
 FM0003                          STATION RECOVERY (1973)
 FM0003
 FM0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FM0003'MARK NOT FOUND.
 FM0003
 FM0003                          STATION RECOVERY (1985)
 FM0003
 FM0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FM0003'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0023 ***********************************************************************
 GL0023  DESIGNATION -  L 237
 GL0023  PID         -  GL0023
 GL0023  STATE/COUNTY-  TX/DALLAM
 GL0023  USGS QUAD   -  DALHART EAST (1973)
 GL0023
 GL0023                         *CURRENT SURVEY CONTROL
 GL0023  ___________________________________________________________________
 GL0023* NAD 83(1986)-  36 06 21.     (N)    102 27 21.     (W)     SCALED    
 GL0023* NAVD 88     -      1212.440  (meters)    3977.81   (feet)  ADJUSTED  
 GL0023  ___________________________________________________________________
 GL0023  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 GL0023  DYNAMIC HT  -        1211.038 (meters)    3973.21  (feet)  COMP
 GL0023  MODELED GRAV-     979,434.8   (mgal)                       NAVD 88
 GL0023
 GL0023  VERT ORDER  -  FIRST     CLASS II
 GL0023
 GL0023.The horizontal coordinates were scaled from a topographic map and have
 GL0023.an estimated accuracy of +/- 6 seconds.
 GL0023
 GL0023.The orthometric height was determined by differential leveling
 GL0023.and adjusted by the National Geodetic Survey in June 1991..
 GL0023
 GL0023.The geoid height was determined by GEOID03.
 GL0023
 GL0023.The dynamic height is computed by dividing the NAVD 88
 GL0023.geopotential number by the normal gravity value computed on the
 GL0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0023.degrees latitude (g = 980.6199 gals.).
 GL0023
 GL0023.The modeled gravity was interpolated from observed gravity values.
 GL0023
 GL0023;                    North         East    Units  Estimated Accuracy
 GL0023;SPC TX N     - 1,234,040.      113,940.      MT  (+/- 180 meters Scaled)
 GL0023
 GL0023                          SUPERSEDED SURVEY CONTROL
 GL0023
 GL0023.No superseded survey control is available for this station.
 GL0023
 GL0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV290986(NAD 83)
 GL0023_MARKER: DB = BENCH MARK DISK
 GL0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0023_STAMPING: L-237, 1933
 GL0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0023+STABILITY: SURFACE MOTION
 GL0023
 GL0023  HISTORY     - Date     Condition        Report By
 GL0023  HISTORY     - 1933     MONUMENTED       CGS
 GL0023  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0023
 GL0023                          STATION DESCRIPTION
 GL0023
 GL0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GL0023'4.4 MI NE FROM DALHART.
 GL0023'4.4 MILES NORTH EAST OF DALHART DEPOT ALONG THE ROCK ISLAND RAILROAD.
 GL0023'AT ROAD CROSSING AT MILE POLE NO. 541.  SET IN POST, 45 FEET NORTH
 GL0023'WEST OF THE CENTERLINE OF THE TRACKS AND 4 FEET NORTH WEST OF POLE.
 GL0023
 GL0023                          STATION RECOVERY (1973)
 GL0023
 GL0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0428 ***********************************************************************
 GK0428  DESIGNATION -  L 238
 GK0428  PID         -  GK0428
 GK0428  STATE/COUNTY-  TX/SHERMAN
 GK0428  USGS QUAD   -  STEVENS (1965)
 GK0428
 GK0428                         *CURRENT SURVEY CONTROL
 GK0428  ___________________________________________________________________
 GK0428* NAD 83(1986)-  36 25 05.     (N)    101 55 42.     (W)     SCALED    
 GK0428* NAVD 88     -      1078.464  (meters)    3538.26   (feet)  ADJUSTED  
 GK0428  ___________________________________________________________________
 GK0428  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 GK0428  DYNAMIC HT  -        1077.291 (meters)    3534.41  (feet)  COMP
 GK0428  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 GK0428
 GK0428  VERT ORDER  -  FIRST     CLASS II
 GK0428
 GK0428.The horizontal coordinates were scaled from a topographic map and have
 GK0428.an estimated accuracy of +/- 6 seconds.
 GK0428
 GK0428.The orthometric height was determined by differential leveling
 GK0428.and adjusted by the National Geodetic Survey in June 1991..
 GK0428
 GK0428.The geoid height was determined by GEOID03.
 GK0428
 GK0428.The dynamic height is computed by dividing the NAVD 88
 GK0428.geopotential number by the normal gravity value computed on the
 GK0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0428.degrees latitude (g = 980.6199 gals.).
 GK0428
 GK0428.The modeled gravity was interpolated from observed gravity values.
 GK0428
 GK0428;                    North         East    Units  Estimated Accuracy
 GK0428;SPC TX N     - 1,268,350.      161,580.      MT  (+/- 180 meters Scaled)
 GK0428
 GK0428                          SUPERSEDED SURVEY CONTROL
 GK0428
 GK0428  NGVD 29 (??/??/92) 1077.973  (m)         3536.65   (f) ADJ UNCH    1 2
 GK0428
 GK0428.Superseded values are not recommended for survey control.
 GK0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0428.See file dsdata.txt to determine how the superseded data were derived.
 GK0428
 GK0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF374343(NAD 83)
 GK0428_MARKER: DB = BENCH MARK DISK
 GK0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0428_STAMPING: L-238 1933
 GK0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0428+STABILITY: SURFACE MOTION
 GK0428
 GK0428  HISTORY     - Date     Condition        Report By
 GK0428  HISTORY     - 1933     MONUMENTED       CGS
 GK0428
 GK0428                          STATION DESCRIPTION
 GK0428
 GK0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GK0428'9.7 MI NE FROM STRATFORD.
 GK0428'9.7 MILES NORTH EAST OF STRATFORD DEPOT ALONG THE ROCK ISLAND
 GK0428'RAILROAD.  AT ROAD CROSSING, ABOUT 7 POLES SOUTH WEST OF STEVENS.  19
 GK0428'POLES SOUTH WEST OF MILE POLE NO. 504.  SET IN POST, 45 FEET NORTH
 GK0428'WEST OF THE CENTERLINE OF THE TRACKS AND 5 FEET NORTH EAST OF POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0962 ***********************************************************************
 BZ0962  DESIGNATION -  L 239
 BZ0962  PID         -  BZ0962
 BZ0962  STATE/COUNTY-  TX/CORYELL
 BZ0962  USGS QUAD   -  MC MILLAN MOUNTAINS (1994)
 BZ0962
 BZ0962                         *CURRENT SURVEY CONTROL
 BZ0962  ___________________________________________________________________
 BZ0962* NAD 83(1986)-  31 07 19.     (N)    097 50 12.     (W)     SCALED    
 BZ0962* NAVD 88     -       290.072  (meters)     951.68   (feet)  ADJUSTED  
 BZ0962  ___________________________________________________________________
 BZ0962  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BZ0962  DYNAMIC HT  -         289.683 (meters)     950.40  (feet)  COMP
 BZ0962  MODELED GRAV-     979,293.3   (mgal)                       NAVD 88
 BZ0962
 BZ0962  VERT ORDER  -  FIRST     CLASS II
 BZ0962
 BZ0962.The horizontal coordinates were scaled from a topographic map and have
 BZ0962.an estimated accuracy of +/- 6 seconds.
 BZ0962
 BZ0962.The orthometric height was determined by differential leveling
 BZ0962.and adjusted by the National Geodetic Survey in June 1991..
 BZ0962
 BZ0962.The geoid height was determined by GEOID03.
 BZ0962
 BZ0962.The dynamic height is computed by dividing the NAVD 88
 BZ0962.geopotential number by the normal gravity value computed on the
 BZ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0962.degrees latitude (g = 980.6199 gals.).
 BZ0962
 BZ0962.The modeled gravity was interpolated from observed gravity values.
 BZ0962
 BZ0962;                    North         East    Units  Estimated Accuracy
 BZ0962;SPC TX C     - 3,164,000.      938,090.      MT  (+/- 180 meters Scaled)
 BZ0962
 BZ0962                          SUPERSEDED SURVEY CONTROL
 BZ0962
 BZ0962  NGVD 29 (??/??/92)  289.989  (m)          951.41   (f) ADJ UNCH    1 2
 BZ0962
 BZ0962.Superseded values are not recommended for survey control.
 BZ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0962.See file dsdata.txt to determine how the superseded data were derived.
 BZ0962
 BZ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV109436(NAD 83)
 BZ0962_MARKER: DB = BENCH MARK DISK
 BZ0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0962_STAMPING: L 239 1953
 BZ0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0962+STABILITY: SURFACE MOTION
 BZ0962
 BZ0962  HISTORY     - Date     Condition        Report By
 BZ0962  HISTORY     - 1953     MONUMENTED       CGS
 BZ0962  HISTORY     - 1958     GOOD             DOD
 BZ0962  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0962
 BZ0962                          STATION DESCRIPTION
 BZ0962
 BZ0962'DESCRIBED BY US DEPARTMENT OF DEFENSE 1958
 BZ0962'6.4 MI SW FROM KILLEEN.
 BZ0962'IN CORYELL COUNTY, 6.4 MILES SOUTHWEST OF KILLEEN, BELL COUNTY, FROM
 BZ0962'THE GULF, COLORADO AND SANTA FE RAILWAY STATION, 0.1 MILE SOUTH ALONG
 BZ0962'AN OILED STREET, 6.4 MILES WEST ALONG U. S. HIGHWAY 190, AT THE
 BZ0962'JUNCTION OF A PAVED ROAD LEADING TO GRAY AFB, 110 FEET NORTHEAST OF
 BZ0962'THE CENTER OF THE JUNCTION, 69 FEET NORTH OF THE CENTERLINE OF THE
 BZ0962'HIGHWAY, 17 FEET EAST OF A POLE, IN LINE WITH THE ROW OF POLES, 2 FEET
 BZ0962'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 BZ0962'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 BZ0962
 BZ0962                          STATION RECOVERY (1983)
 BZ0962
 BZ0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0325 ***********************************************************************
 CD0325  DESIGNATION -  L 24
 CD0325  PID         -  CD0325
 CD0325  STATE/COUNTY-  TX/CULBERSON
 CD0325  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0325
 CD0325                         *CURRENT SURVEY CONTROL
 CD0325  ___________________________________________________________________
 CD0325* NAD 83(1986)-  31 57 03.     (N)    104 41 43.     (W)     SCALED    
 CD0325* NAVD 88     -      1442.116  (meters)    4731.34   (feet)  ADJUSTED  
 CD0325  ___________________________________________________________________
 CD0325  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CD0325  DYNAMIC HT  -        1439.898 (meters)    4724.07  (feet)  COMP
 CD0325  MODELED GRAV-     979,050.7   (mgal)                       NAVD 88
 CD0325
 CD0325  VERT ORDER  -  FIRST     CLASS I
 CD0325
 CD0325.The horizontal coordinates were scaled from a topographic map and have
 CD0325.an estimated accuracy of +/- 6 seconds.
 CD0325
 CD0325.The orthometric height was determined by differential leveling
 CD0325.and adjusted by the National Geodetic Survey in June 1991..
 CD0325
 CD0325.The geoid height was determined by GEOID03.
 CD0325
 CD0325.The dynamic height is computed by dividing the NAVD 88
 CD0325.geopotential number by the normal gravity value computed on the
 CD0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0325.degrees latitude (g = 980.6199 gals.).
 CD0325
 CD0325.The modeled gravity was interpolated from observed gravity values.
 CD0325
 CD0325;                    North         East    Units  Estimated Accuracy
 CD0325;SPC TX C     - 3,261,310.      287,700.      MT  (+/- 180 meters Scaled)
 CD0325
 CD0325                          SUPERSEDED SURVEY CONTROL
 CD0325
 CD0325  NGVD 29 (??/??/92) 1441.526  (m)         4729.41   (f) ADJ UNCH    1 1
 CD0325
 CD0325.Superseded values are not recommended for survey control.
 CD0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0325.See file dsdata.txt to determine how the superseded data were derived.
 CD0325
 CD0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER287350(NAD 83)
 CD0325_MARKER: DB = BENCH MARK DISK
 CD0325_SETTING: 66 = SET IN ROCK OUTCROP
 CD0325_SP_SET: OUTCROP
 CD0325_STAMPING: 4729 L 24 1933
 CD0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CD0325+STABILITY: POSITION/ELEVATION WELL
 CD0325
 CD0325  HISTORY     - Date     Condition        Report By
 CD0325  HISTORY     - 1933     MONUMENTED       USGS
 CD0325  HISTORY     - 1973     GOOD             USGS
 CD0325  HISTORY     - 1977     GOOD             NGS
 CD0325
 CD0325                          STATION DESCRIPTION
 CD0325
 CD0325'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0325'10.3 MI SW FROM TEX.-N.M. STATE LINE.
 CD0325'IN CULBERSON COUNTY, 10.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 180 AND
 CD0325'62 FROM THE TEXAS-NEW MEXICO STATE LINE, 1.0 MILE SOUTHWEST OF THE
 CD0325'CENTER OF A ROADSIDE PARK ON THE SOUTH SIDE OF THE HIGHWAY, ABOUT 388
 CD0325'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY FROM ABOUT THE CENTER
 CD0325'OF A 0.2 MILE ROAD CUT, 155 FEET NORTH OF THE 1933 ROUTE OF HIGHWAY
 CD0325'62, 30 FEET WEST OF THE CENTER OF A GULCH DRAINING SOUTH, IN THE TOP
 CD0325'OF A LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED 4729 L 24 1933.
 CD0325
 CD0325                          STATION RECOVERY (1977)
 CD0325
 CD0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0325'8.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0325'STATE HIGHWAY MAINTENANCE YARD, 0.95 MILE NORTHEAST OF THE
 CD0325'JUNCTION OF A DIRT ROAD LEADING SOUTHEAST TO THE D RANCH,
 CD0325'392 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CD0325'306 FT. SOUTHEAST OF A NORTHEAST-SOUTHWEST FENCE LINE,
 CD0325'150 FT. NORTH OF THE CENTER LINE OF THE OLD HIGHWAY 62, SET IN
 CD0325'TOP OF A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0480 ***********************************************************************
 BM0480  DESIGNATION -  L 240
 BM0480  PID         -  BM0480
 BM0480  STATE/COUNTY-  TX/TRAVIS
 BM0480  USGS QUAD   -  ELGIN WEST (1982)
 BM0480
 BM0480                         *CURRENT SURVEY CONTROL
 BM0480  ___________________________________________________________________
 BM0480* NAD 83(1986)-  30 19 23.     (N)    097 27 42.     (W)     SCALED    
 BM0480* NAVD 88     -       140.86   (+/-2cm)     462.1    (feet)  VERTCON   
 BM0480  ___________________________________________________________________
 BM0480  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 BM0480
 BM0480  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0480
 BM0480.The horizontal coordinates were scaled from a topographic map and have
 BM0480.an estimated accuracy of +/- 6 seconds.
 BM0480
 BM0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0480.The vertical order pertains to the NGVD 29 superseded value.
 BM0480
 BM0480.The geoid height was determined by GEOID03.
 BM0480
 BM0480;                    North         East    Units  Estimated Accuracy
 BM0480;SPC TX C     - 3,076,330.      976,130.      MT  (+/- 180 meters Scaled)
 BM0480
 BM0480                          SUPERSEDED SURVEY CONTROL
 BM0480
 BM0480  NGVD 29 (??/??/92)  140.787  (m)          461.90   (f) ADJ UNCH    1 2
 BM0480
 BM0480.Superseded values are not recommended for survey control.
 BM0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0480.See file dsdata.txt to determine how the superseded data were derived.
 BM0480
 BM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU478555(NAD 83)
 BM0480_MARKER: DB = BENCH MARK DISK
 BM0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0480_STAMPING: L 240 1953
 BM0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0480+STABILITY: SURFACE MOTION
 BM0480
 BM0480  HISTORY     - Date     Condition        Report By
 BM0480  HISTORY     - 1953     MONUMENTED       CGS
 BM0480  HISTORY     - 19990123 MARK NOT FOUND   USPSQD
 BM0480  HISTORY     - 20040306 POOR             USPSQD
 BM0480
 BM0480                          STATION DESCRIPTION
 BM0480
 BM0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0480'6.4 MI W FROM ELGIN.
 BM0480'6.4 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0480'STATION AT ELGIN, 104 FEET NORTHWEST OF THE 3RD POLE WEST OF MILEPOST
 BM0480'94, 41.8 FEET NORTH OF THE NORTH RAIL, 38 FEET WEST OF A TELEPHONE
 BM0480'POLE, IN LINE WITH A ROW OF POLES, 32 FEET SOUTH OF THE CENTER LINE OF
 BM0480'A GRAVELED ROAD, 3 FEET EAST OF A WITNESS POST, 5 FEET ABOVE THE TOP
 BM0480'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 BM0480'FOOT ABOVE THE GROUND.
 BM0480
 BM0480                          STATION RECOVERY (1999)
 BM0480
 BM0480'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0480'MARK NOT FOUND.
 BM0480
 BM0480                          STATION RECOVERY (2004)
 BM0480
 BM0480'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS)
 BM0480'THE DISK IS MISSING.  THE ROAD IS NOW PAVED. THE CONCRETE POST IS
 BM0480'ACROSS THE ROAD FROM AN ABANDONED TRAILER PARK.  THE SCALED
 BM0480'COORDINATES ARE UNUSUALLY INACCURATE AND A BETTER CONSUMER GPS
 BM0480'POSITION IS N30 19 26 AND W97 27 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0301 ***********************************************************************
 GL0301  DESIGNATION -  L 241
 GL0301  PID         -  GL0301
 GL0301  STATE/COUNTY-  TX/DALLAM
 GL0301  USGS QUAD   -  BOLIN NE (1973)
 GL0301
 GL0301                         *CURRENT SURVEY CONTROL
 GL0301  ___________________________________________________________________
 GL0301* NAD 83(1986)-  36 11 07.     (N)    102 30 35.     (W)     SCALED    
 GL0301* NAVD 88     -      1236.234  (meters)    4055.88   (feet)  ADJUSTED  
 GL0301  ___________________________________________________________________
 GL0301  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 GL0301  DYNAMIC HT  -        1234.810 (meters)    4051.21  (feet)  COMP
 GL0301  MODELED GRAV-     979,438.1   (mgal)                       NAVD 88
 GL0301
 GL0301  VERT ORDER  -  FIRST     CLASS II
 GL0301
 GL0301.The horizontal coordinates were scaled from a topographic map and have
 GL0301.an estimated accuracy of +/- 6 seconds.
 GL0301
 GL0301.The orthometric height was determined by differential leveling
 GL0301.and adjusted by the National Geodetic Survey in June 1991..
 GL0301
 GL0301.The geoid height was determined by GEOID03.
 GL0301
 GL0301.The dynamic height is computed by dividing the NAVD 88
 GL0301.geopotential number by the normal gravity value computed on the
 GL0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0301.degrees latitude (g = 980.6199 gals.).
 GL0301
 GL0301.The modeled gravity was interpolated from observed gravity values.
 GL0301
 GL0301;                    North         East    Units  Estimated Accuracy
 GL0301;SPC TX N     - 1,242,900.      109,180.      MT  (+/- 180 meters Scaled)
 GL0301
 GL0301                          SUPERSEDED SURVEY CONTROL
 GL0301
 GL0301.No superseded survey control is available for this station.
 GL0301
 GL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA239073(NAD 83)
 GL0301_MARKER: DB = BENCH MARK DISK
 GL0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0301_SP_SET: MONUMENT
 GL0301_STAMPING: L - 241 1933
 GL0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0301
 GL0301  HISTORY     - Date     Condition        Report By
 GL0301  HISTORY     - 1933     MONUMENTED       CGS
 GL0301  HISTORY     - 1934     GOOD             NGS
 GL0301  HISTORY     - 1941     MARK NOT FOUND   LOCSUR
 GL0301
 GL0301                          STATION DESCRIPTION
 GL0301
 GL0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL0301'8.8 MI N FROM DALHART.
 GL0301'8.8 MILES NORTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF STATE
 GL0301'HIGHWAY NO. 41.  150 YDS. EAST OF A RANCH HOUSE.  54 FT. NORTH OF THE
 GL0301'CENTER OF ROAD TO FARM HOUSE.  24 FT. WEST OF THE CENTER OF HIGHWAY.
 GL0301
 GL0301                          STATION RECOVERY (1941)
 GL0301
 GL0301'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 GL0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0401 ***********************************************************************
 FM0401  DESIGNATION -  L 243
 FM0401  PID         -  FM0401
 FM0401  STATE/COUNTY-  TX/OLDHAM
 FM0401  USGS QUAD   -  ADRIAN (1966)
 FM0401
 FM0401                         *CURRENT SURVEY CONTROL
 FM0401  ___________________________________________________________________
 FM0401* NAD 83(1986)-  35 16 23.     (N)    102 38 09.     (W)     SCALED    
 FM0401* NAVD 88     -      1233.027  (meters)    4045.36   (feet)  ADJUSTED  
 FM0401  ___________________________________________________________________
 FM0401  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 FM0401  DYNAMIC HT  -        1231.544 (meters)    4040.49  (feet)  COMP
 FM0401  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 FM0401
 FM0401  VERT ORDER  -  SECOND    CLASS 0
 FM0401
 FM0401.The horizontal coordinates were scaled from a topographic map and have
 FM0401.an estimated accuracy of +/- 6 seconds.
 FM0401
 FM0401.The orthometric height was determined by differential leveling
 FM0401.and adjusted by the National Geodetic Survey in June 1991..
 FM0401
 FM0401.The geoid height was determined by GEOID03.
 FM0401
 FM0401.The dynamic height is computed by dividing the NAVD 88
 FM0401.geopotential number by the normal gravity value computed on the
 FM0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0401.degrees latitude (g = 980.6199 gals.).
 FM0401
 FM0401.The modeled gravity was interpolated from observed gravity values.
 FM0401
 FM0401;                    North         East    Units  Estimated Accuracy
 FM0401;SPC TX N     - 1,141,820.       96,670.      MT  (+/- 180 meters Scaled)
 FM0401
 FM0401                          SUPERSEDED SURVEY CONTROL
 FM0401
 FM0401  NGVD 29 (??/??/92) 1232.488  (m)         4043.59   (f) ADJ UNCH    2 0
 FM0401
 FM0401.Superseded values are not recommended for survey control.
 FM0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0401.See file dsdata.txt to determine how the superseded data were derived.
 FM0401
 FM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV150058(NAD 83)
 FM0401_MARKER: DB = BENCH MARK DISK
 FM0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0401_STAMPING: L-243 1934
 FM0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0401+STABILITY: SURFACE MOTION
 FM0401
 FM0401  HISTORY     - Date     Condition        Report By
 FM0401  HISTORY     - 1934     MONUMENTED       CGS
 FM0401
 FM0401                          STATION DESCRIPTION
 FM0401
 FM0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0401'1.8 MI E FROM ADREIAN.
 FM0401'1.8 MILES EAST OF ROCK ISLAND RR DEPOT AT ADRIAN 132 FEET NORTH OF
 FM0401'MILE POST 807.  14 FEET SOUTH OF RIGHT-OF-WAY FENCE.  90 FEET NORTH OF
 FM0401'CENTERLINE OF ROCK ISLAND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0596 ***********************************************************************
 DN0596  DESIGNATION -  L 244
 DN0596  PID         -  DN0596
 DN0596  STATE/COUNTY-  TX/COOKE
 DN0596  USGS QUAD   -  WOODBINE (1978)
 DN0596
 DN0596                         *CURRENT SURVEY CONTROL
 DN0596  ___________________________________________________________________
 DN0596* NAD 83(1986)-  33 37 07.     (N)    097 04 31.     (W)     SCALED    
 DN0596* NAVD 88     -       242.484  (meters)     795.55   (feet)  ADJUSTED  
 DN0596  ___________________________________________________________________
 DN0596  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DN0596  DYNAMIC HT  -         242.231 (meters)     794.72  (feet)  COMP
 DN0596  MODELED GRAV-     979,587.5   (mgal)                       NAVD 88
 DN0596
 DN0596  VERT ORDER  -  SECOND    CLASS 0
 DN0596
 DN0596.The horizontal coordinates were scaled from a topographic map and have
 DN0596.an estimated accuracy of +/- 6 seconds.
 DN0596
 DN0596.The orthometric height was determined by differential leveling
 DN0596.and adjusted by the National Geodetic Survey in June 1991..
 DN0596
 DN0596.The geoid height was determined by GEOID03.
 DN0596
 DN0596.The dynamic height is computed by dividing the NAVD 88
 DN0596.geopotential number by the normal gravity value computed on the
 DN0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0596.degrees latitude (g = 980.6199 gals.).
 DN0596
 DN0596.The modeled gravity was interpolated from observed gravity values.
 DN0596
 DN0596;                    North         East    Units  Estimated Accuracy
 DN0596;SPC TXNC     - 2,217,350.      732,190.      MT  (+/- 180 meters Scaled)
 DN0596
 DN0596                          SUPERSEDED SURVEY CONTROL
 DN0596
 DN0596  NGVD 29 (??/??/92)  242.446  (m)          795.42   (f) ADJ UNCH    2 0
 DN0596
 DN0596.Superseded values are not recommended for survey control.
 DN0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0596.See file dsdata.txt to determine how the superseded data were derived.
 DN0596
 DN0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC785215(NAD 83)
 DN0596_MARKER: DB = BENCH MARK DISK
 DN0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0596_STAMPING: L 244 1934
 DN0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0596+STABILITY: SURFACE MOTION
 DN0596
 DN0596  HISTORY     - Date     Condition        Report By
 DN0596  HISTORY     - 1934     MONUMENTED       CGS
 DN0596  HISTORY     - 1941     GOOD             NGS
 DN0596  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 DN0596
 DN0596                          STATION DESCRIPTION
 DN0596
 DN0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0596'4.4 MI SE FROM GAINESVILLE.
 DN0596'ABOUT 4.4 MILES SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0596'TEXAS FROM THE STATION AT GAINESVILLE, COOKE COUNTY, ABOUT 7 POLES
 DN0596'EAST OF MILEPOST 697, AT AND UNDERPASS, ABOUT 75 FEET SOUTH OF THE
 DN0596'TRACK, ABOUT 30 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 10
 DN0596'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 244 1934 AND
 DN0596'SET IN THE TOP OF A CONCRETE POST.
 DN0596
 DN0596                          STATION RECOVERY (1941)
 DN0596
 DN0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 DN0596'RECOVERED IN GOOD CONDITION.
 DN0596
 DN0596                          STATION RECOVERY (1995)
 DN0596
 DN0596'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0581 ***********************************************************************
 DN0581  DESIGNATION -  L 245
 DN0581  PID         -  DN0581
 DN0581  STATE/COUNTY-  TX/COOKE
 DN0581  USGS QUAD   -  MUENSTER WEST (1978)
 DN0581
 DN0581                         *CURRENT SURVEY CONTROL
 DN0581  ___________________________________________________________________
 DN0581* NAD 83(1986)-  33 39 43.     (N)    097 23 59.     (W)     SCALED    
 DN0581* NAVD 88     -       307.324  (meters)    1008.28   (feet)  ADJUSTED  
 DN0581  ___________________________________________________________________
 DN0581  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 DN0581  DYNAMIC HT  -         306.995 (meters)    1007.20  (feet)  COMP
 DN0581  MODELED GRAV-     979,557.9   (mgal)                       NAVD 88
 DN0581
 DN0581  VERT ORDER  -  SECOND    CLASS 0
 DN0581
 DN0581.The horizontal coordinates were scaled from a topographic map and have
 DN0581.an estimated accuracy of +/- 6 seconds.
 DN0581
 DN0581.The orthometric height was determined by differential leveling
 DN0581.and adjusted by the National Geodetic Survey in June 1991..
 DN0581
 DN0581.The geoid height was determined by GEOID03.
 DN0581
 DN0581.The dynamic height is computed by dividing the NAVD 88
 DN0581.geopotential number by the normal gravity value computed on the
 DN0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0581.degrees latitude (g = 980.6199 gals.).
 DN0581
 DN0581.The modeled gravity was interpolated from observed gravity values.
 DN0581
 DN0581;                    North         East    Units  Estimated Accuracy
 DN0581;SPC TXNC     - 2,221,800.      702,040.      MT  (+/- 180 meters Scaled)
 DN0581
 DN0581                          SUPERSEDED SURVEY CONTROL
 DN0581
 DN0581  NGVD 29 (??/??/92)  307.250  (m)         1008.04   (f) ADJ UNCH    2 0
 DN0581
 DN0581.Superseded values are not recommended for survey control.
 DN0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0581.See file dsdata.txt to determine how the superseded data were derived.
 DN0581
 DN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPC483258(NAD 83)
 DN0581_MARKER: DB = BENCH MARK DISK
 DN0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0581_STAMPING: L 245 1934
 DN0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0581+STABILITY: SURFACE MOTION
 DN0581
 DN0581  HISTORY     - Date     Condition        Report By
 DN0581  HISTORY     - 1934     MONUMENTED       CGS
 DN0581  HISTORY     - 1953     GOOD             ATT
 DN0581  HISTORY     - 19950601 GOOD             USPSQD
 DN0581
 DN0581                          STATION DESCRIPTION
 DN0581
 DN0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0581'1.7 MI NW FROM MUENSTER.
 DN0581'ABOUT 1.7 MILES NORTHWEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF
 DN0581'TEXAS FROM THE STATION AT MUENSTER, COOKE COUNTY, ABOUT 250 FEET
 DN0581'NORTHEAST OF MILEPOST 718, AT A HIGHWAY CROSSING, ABOUT 50 FEET
 DN0581'NORTHEAST OF THE TRACK, ABOUT 40 FEET SOUTH OF THE CENTER LINE OF THE
 DN0581'HIGHWAY, AND IN A FENCE CORNER.  A STANDARD DISK, STAMPED L 245 1934
 DN0581'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS AT THE END
 DN0581'OF A DEAD-END ROAD, NOT THE HIGHWAY.
 DN0581
 DN0581                          STATION RECOVERY (1953)
 DN0581
 DN0581'RECOVERY NOTE BY AMERICAN T AND T CO 1953
 DN0581'RECOVERED IN GOOD CONDITION.
 DN0581
 DN0581                          STATION RECOVERY (1995)
 DN0581
 DN0581'RECOVERY NOTE BY US POWER SQUADRON 1995
 DN0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1739 ***********************************************************************
 CS1739  DESIGNATION -  L 246
 CS1739  PID         -  CS1739
 CS1739  STATE/COUNTY-  TX/TARRANT
 CS1739  USGS QUAD   -  FORT WORTH (1981)
 CS1739
 CS1739                         *CURRENT SURVEY CONTROL
 CS1739  ___________________________________________________________________
 CS1739* NAD 83(1986)-  32 44 46.     (N)    097 19 41.     (W)     SCALED    
 CS1739* NAVD 88     -       188.033  (meters)     616.90   (feet)  ADJUSTED  
 CS1739  ___________________________________________________________________
 CS1739  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CS1739  DYNAMIC HT  -         187.812 (meters)     616.18  (feet)  COMP
 CS1739  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 CS1739
 CS1739  VERT ORDER  -  FIRST     CLASS II
 CS1739
 CS1739.The horizontal coordinates were scaled from a topographic map and have
 CS1739.an estimated accuracy of +/- 6 seconds.
 CS1739
 CS1739.The orthometric height was determined by differential leveling
 CS1739.and adjusted by the National Geodetic Survey in June 1991..
 CS1739.WARNING-Repeat measurements at this control monument indicate possible
 CS1739.vertical movement.
 CS1739
 CS1739.The geoid height was determined by GEOID03.
 CS1739
 CS1739.The dynamic height is computed by dividing the NAVD 88
 CS1739.geopotential number by the normal gravity value computed on the
 CS1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1739.degrees latitude (g = 980.6199 gals.).
 CS1739
 CS1739.The modeled gravity was interpolated from observed gravity values.
 CS1739
 CS1739;                    North         East    Units  Estimated Accuracy
 CS1739;SPC TXNC     - 2,120,310.      709,820.      MT  (+/- 180 meters Scaled)
 CS1739
 CS1739                          SUPERSEDED SURVEY CONTROL
 CS1739
 CS1739  NGVD 29 (??/??/92)  188.006  (m)          616.82   (f) ADJ UNCH    1 2
 CS1739
 CS1739.Superseded values are not recommended for survey control.
 CS1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1739.See file dsdata.txt to determine how the superseded data were derived.
 CS1739
 CS1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB566243(NAD 83)
 CS1739_MARKER: DB = BENCH MARK DISK
 CS1739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1739_SP_SET: CURB
 CS1739_STAMPING: L 246
 CS1739_MARK LOGO: CGS   
 CS1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CS1739+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 CS1739
 CS1739  HISTORY     - Date     Condition        Report By
 CS1739  HISTORY     - UNK      MONUMENTED       CGS
 CS1739  HISTORY     - 1957     GOOD             NGS
 CS1739  HISTORY     - 1983     GOOD             NGS
 CS1739  HISTORY     - 1989     GOOD             USPSQD
 CS1739  HISTORY     - 20010201 GOOD             USPSQD
 CS1739  HISTORY     - 20020612 GOOD             INDIV
 CS1739
 CS1739                          STATION DESCRIPTION
 CS1739
 CS1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CS1739'IN FORT WORTH.
 CS1739'THIS MARK IS AT THE U.S. POST OFFICE WHICH IS BETWEEN THROCKMORTEN AND
 CS1739'JENNINGS AT LANCASTER.  THE MARK IS 20 FEET SOUTH OF THE STEPS TO THE
 CS1739'EAST ENTRANCE, IN FRONT OF THE FIRST WINDOW SOUTH OF THE STEPS, IN THE
 CS1739'TOP OF THE CONCRETE CURB AND ABOUT 1 FOOT ABOVE THE PAVEMENT. THE MARK
 CS1739'IS ABOUT 50 FEET SOUTH OF AND BELOW BENCH MARK X 268.
 CS1739
 CS1739                          STATION RECOVERY (1983)
 CS1739
 CS1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CS1739'RECOVERED IN GOOD CONDITION.
 CS1739
 CS1739                          STATION RECOVERY (1989)
 CS1739
 CS1739'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHB)
 CS1739'RECOVERED IN GOOD CONDITION.
 CS1739
 CS1739                          STATION RECOVERY (2001)
 CS1739
 CS1739'RECOVERY NOTE BY US POWER SQUADRON 2001 (RHB)
 CS1739'RECOVERED IN GOOD CONDITION.
 CS1739
 CS1739                          STATION RECOVERY (2002)
 CS1739
 CS1739'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLW)
 CS1739'GPS N32 44.772 W097 19.726 WGS84
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2071 ***********************************************************************
 BY2071  DESIGNATION -  L 248
 BY2071  PID         -  BY2071
 BY2071  STATE/COUNTY-  TX/ANDERSON
 BY2071  USGS QUAD   -  NORTHEAST PALESTINE (1982)
 BY2071
 BY2071                         *CURRENT SURVEY CONTROL
 BY2071  ___________________________________________________________________
 BY2071* NAD 83(1986)-  31 47 33.     (N)    095 35 46.     (W)     SCALED    
 BY2071* NAVD 88     -       144.851  (meters)     475.23   (feet)  ADJUSTED  
 BY2071  ___________________________________________________________________
 BY2071  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BY2071  DYNAMIC HT  -         144.675 (meters)     474.65  (feet)  COMP
 BY2071  MODELED GRAV-     979,426.0   (mgal)                       NAVD 88
 BY2071
 BY2071  VERT ORDER  -  FIRST     CLASS II
 BY2071
 BY2071.The horizontal coordinates were scaled from a topographic map and have
 BY2071.an estimated accuracy of +/- 6 seconds.
 BY2071
 BY2071.The orthometric height was determined by differential leveling
 BY2071.and adjusted by the National Geodetic Survey in June 1991..
 BY2071.WARNING-Repeat measurements at this control monument indicate possible
 BY2071.vertical movement.
 BY2071
 BY2071.The geoid height was determined by GEOID03.
 BY2071
 BY2071.The dynamic height is computed by dividing the NAVD 88
 BY2071.geopotential number by the normal gravity value computed on the
 BY2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2071.degrees latitude (g = 980.6199 gals.).
 BY2071
 BY2071.The modeled gravity was interpolated from observed gravity values.
 BY2071
 BY2071;                    North         East    Units  Estimated Accuracy
 BY2071;SPC TX C     - 3,245,220.    1,148,490.      MT  (+/- 180 meters Scaled)
 BY2071
 BY2071                          SUPERSEDED SURVEY CONTROL
 BY2071
 BY2071  NGVD 29 (??/??/92)  144.839  (m)          475.19   (f) ADJ UNCH    1 2
 BY2071
 BY2071.Superseded values are not recommended for survey control.
 BY2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2071.See file dsdata.txt to determine how the superseded data were derived.
 BY2071
 BY2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR541203(NAD 83)
 BY2071_MARKER: DB = BENCH MARK DISK
 BY2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2071_STAMPING: L 248 1952
 BY2071_PROJECTION: PROJECTING 8 CENTIMETERS
 BY2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2071+STABILITY: SURFACE MOTION
 BY2071
 BY2071  HISTORY     - Date     Condition        Report By
 BY2071  HISTORY     - 1952     MONUMENTED       CGS
 BY2071  HISTORY     - 1979     GOOD             USGS
 BY2071  HISTORY     - 1980     GOOD             NGS
 BY2071  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2071
 BY2071                          STATION DESCRIPTION
 BY2071
 BY2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY2071'3.05 MI NE FROM PALESTINE.
 BY2071'3.05 MILES NORTHEAST ALONG U.S. HIGHWAY 79 FROM THE POST OFFICE AT
 BY2071'PALESTINE, 168 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 BY2071'LEADING SOUTHEAST, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BY2071'HIGHWAY, 5 FEET SOUTHWEST OF A TELEPHONE POLE, 48 FEET SOUTHEAST OF
 BY2071'THE CENTER OF THE JUNCTION WITH A GRAVELED ROAD LEADING WEST, 3 FEET
 BY2071'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BY2071'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY2071
 BY2071                          STATION RECOVERY (1979)
 BY2071
 BY2071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY2071'.35 MILE NORTH ALONG N. SYCAMORE STREET FROM THE POST OFFICE AT
 BY2071'PALESTINE, THENCE 1.75 MI NORTHEAST ALONG U.S. HIGHWAY 79 TO Y-RD
 BY2071'EAST, THENCE EAST 0.9 MI ON OLDNECHES RD, 71 FT SOUTHWEST OF A
 BY2071'PRIVATE DRIVEWAY LEADING NORTHEAST, 48 FT SOUTHEAST OF THE CENTERLINE
 BY2071'OF THE HIGHWAY, 5 FT SOUTH WEST OF A TELPHONE POLE, SET IN THE TOP OF
 BY2071'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 BY2071
 BY2071                          STATION RECOVERY (1980)
 BY2071
 BY2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2071'2.35 KM. (1.45 MI.) NORTHEAST ALONG U.S. HIGHWAY 79 BUSINESS FROM THE
 BY2071'FEDERAL BUILDING AT 101 WEST OAK STREET IN PALESTINE, THENCE 1.2 KM.
 BY2071'(0.75 MI.) NORTHEAST ALONG U.S. HIGHWAY 79, THENCE 1.35 KM.
 BY2071'(0.85 MI.) ALONG OLD NECHES ROAD, AT A JUNK YARD, 28.8 M. (94.5 FT.)
 BY2071'NORTHEAST OF THE CENTER OF TWO METAL GATES, 14.6 M. (48.0 FT.)
 BY2071'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.5 M. (5.0 FT.) SOUTHWEST OF
 BY2071'A TELEPHONE POLE, 0.5 M. (1.6 FT.) NORTHWEST OF A FENCE.
 BY2071'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 BY2071'THE MARK IS 0.1 M ABOVE OLD NECHES ROAD.
 BY2071
 BY2071                          STATION RECOVERY (2002)
 BY2071
 BY2071'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2058 ***********************************************************************
 BY2058  DESIGNATION -  L 249
 BY2058  PID         -  BY2058
 BY2058  STATE/COUNTY-  TX/ANDERSON
 BY2058  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2058
 BY2058                         *CURRENT SURVEY CONTROL
 BY2058  ___________________________________________________________________
 BY2058* NAD 83(1986)-  31 44 01.     (N)    095 40 16.     (W)     SCALED    
 BY2058* NAVD 88     -       117.737  (meters)     386.28   (feet)  ADJUSTED  
 BY2058  ___________________________________________________________________
 BY2058  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY2058  DYNAMIC HT  -         117.594 (meters)     385.81  (feet)  COMP
 BY2058  MODELED GRAV-     979,420.7   (mgal)                       NAVD 88
 BY2058
 BY2058  VERT ORDER  -  FIRST     CLASS II
 BY2058
 BY2058.The horizontal coordinates were scaled from a topographic map and have
 BY2058.an estimated accuracy of +/- 6 seconds.
 BY2058
 BY2058.The orthometric height was determined by differential leveling
 BY2058.and adjusted by the National Geodetic Survey in June 1991..
 BY2058
 BY2058.The geoid height was determined by GEOID03.
 BY2058
 BY2058.The dynamic height is computed by dividing the NAVD 88
 BY2058.geopotential number by the normal gravity value computed on the
 BY2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2058.degrees latitude (g = 980.6199 gals.).
 BY2058
 BY2058.The modeled gravity was interpolated from observed gravity values.
 BY2058
 BY2058;                    North         East    Units  Estimated Accuracy
 BY2058;SPC TX C     - 3,238,400.    1,141,670.      MT  (+/- 180 meters Scaled)
 BY2058
 BY2058                          SUPERSEDED SURVEY CONTROL
 BY2058
 BY2058  NGVD 29 (??/??/92)  117.710  (m)          386.19   (f) ADJ UNCH    1 2
 BY2058
 BY2058.Superseded values are not recommended for survey control.
 BY2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2058.See file dsdata.txt to determine how the superseded data were derived.
 BY2058
 BY2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR469140(NAD 83)
 BY2058_MARKER: DB = BENCH MARK DISK
 BY2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2058_STAMPING: L 249 1952
 BY2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2058+STABILITY: SURFACE MOTION
 BY2058
 BY2058  HISTORY     - Date     Condition        Report By
 BY2058  HISTORY     - 1952     MONUMENTED       CGS
 BY2058  HISTORY     - 1960     GOOD             NGS
 BY2058  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2058  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2058  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BY2058
 BY2058                          STATION DESCRIPTION
 BY2058
 BY2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2058'3.1 MI SW FROM PALESTINE.
 BY2058'THIS MARK WAS RECOVERED IN GOOD CONDITION.  A REVISED DESCRIPTION IS
 BY2058'AS FOLLOWS.  ABOUT 3.1 MILES SOUTHWEST OF PALESTINE, ALONG THE
 BY2058'SOUTHEAST SIDE OF THE HIGHWAY, 2 FEET NORTHWEST OF THE SOUTHEAST
 BY2058'RIGHT-OF-WAY FENCE LINE, 1 FOOT SOUTHEAST OF A 4 X 4 POST, 6 FEET WEST
 BY2058'OF A LARGE BLACK CORNER POST AND ACROSS THE HIGHWAY SOUTHEAST FROM THE
 BY2058'HARRIS FOOD STORE.  TO REACH FROM THE DEPOT IN PALESTINE, GO SOUTHWEST
 BY2058'0.8 MILE TO THE JUNCTION WITH HIGHWAY NOS. 84 AND 79.  THEN GO
 BY2058'SOUTHWEST ON THE HIGHWAY 2.4 MILES TO THE MARK ON THE LEFT.  A
 BY2058'STANDARD DISK STAMPED L 249 1952 IN A CONCRETE POST WHICH PROJECTS
 BY2058'ABOUT 2 INCHES.
 BY2058
 BY2058                          STATION RECOVERY (1977)
 BY2058
 BY2058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2058'MARK NOT FOUND.
 BY2058
 BY2058                          STATION RECOVERY (1980)
 BY2058
 BY2058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2058'MARK NOT FOUND.
 BY2058
 BY2058                          STATION RECOVERY (2002)
 BY2058
 BY2058'RECOVERY NOTE BY US POWER SQUADRON 2002 (GLF)
 BY2058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0330 ***********************************************************************
 CD0330  DESIGNATION -  L 25
 CD0330  PID         -  CD0330
 CD0330  STATE/COUNTY-  TX/CULBERSON
 CD0330  USGS QUAD   -  INDEPENDENCE SPRING (1973)
 CD0330
 CD0330                         *CURRENT SURVEY CONTROL
 CD0330  ___________________________________________________________________
 CD0330* NAD 83(1986)-  31 57 57.     (N)    104 39 08.     (W)     SCALED    
 CD0330* NAVD 88     -      1381.932  (meters)    4533.89   (feet)  POSTED    
 CD0330  ___________________________________________________________________
 CD0330  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CD0330  DYNAMIC HT  -        1379.810 (meters)    4526.93  (feet)  COMP
 CD0330  MODELED GRAV-     979,055.5   (mgal)                       NAVD 88
 CD0330
 CD0330  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CD0330
 CD0330.The horizontal coordinates were scaled from a topographic map and have
 CD0330.an estimated accuracy of +/- 6 seconds.
 CD0330
 CD0330.The orthometric height was determined by differential leveling
 CD0330.and adjusted by the National Geodetic Survey in 1992..
 CD0330.No vertical observational check was made to the station.
 CD0330.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CD0330.was located on a no-check spur therefore a value was not computed.
 CD0330
 CD0330.The geoid height was determined by GEOID03.
 CD0330
 CD0330.The dynamic height is computed by dividing the NAVD 88
 CD0330.geopotential number by the normal gravity value computed on the
 CD0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0330.degrees latitude (g = 980.6199 gals.).
 CD0330
 CD0330.The modeled gravity was interpolated from observed gravity values.
 CD0330
 CD0330;                    North         East    Units  Estimated Accuracy
 CD0330;SPC TX C     - 3,262,810.      291,840.      MT  (+/- 180 meters Scaled)
 CD0330
 CD0330                          SUPERSEDED SURVEY CONTROL
 CD0330
 CD0330  NGVD 29 (??/??/92) 1381.36   (m)         4532.0    (f) COMPUTED    1 2
 CD0330
 CD0330.Superseded values are not recommended for survey control.
 CD0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0330.See file dsdata.txt to determine how the superseded data were derived.
 CD0330
 CD0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER328367(NAD 83)
 CD0330_MARKER: DD = SURVEY DISK
 CD0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0330_STAMPING: 4532 L 25 1933
 CD0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0330+STABILITY: SURFACE MOTION
 CD0330
 CD0330  HISTORY     - Date     Condition        Report By
 CD0330  HISTORY     - 1933     MONUMENTED       USGS
 CD0330  HISTORY     - 1943     MARK NOT FOUND   NGS
 CD0330  HISTORY     - 1973     MARK NOT FOUND   USGS
 CD0330  HISTORY     - 1977     MARK NOT FOUND   NGS
 CD0330
 CD0330                          STATION DESCRIPTION
 CD0330
 CD0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CD0330'126.1 MI E FROM EL PASO.
 CD0330'IN CULBERSON COUNTY, 126.1 MILES EAST OF THE CITY HALL AT EL PASO, EL
 CD0330'PASO COUNTY, 14.7 MILES NORTHEAST ALONG THE 1933 ROUTE OF U.S. HIGHWAY
 CD0330'62 FROM PINE SPRINGS, 7.5 MILES SOUTHWEST OF THE TEXAS-NEW MEXICO
 CD0330'STATE LINE, 1.0 MILE WEST OF NORTH MILL WINDMILL, 99 FEET SOUTH OF THE
 CD0330'CENTERLINE OF THE HIGHWAY, AND 3 FEET EAST OF A LARGE METAL SIGN LA
 CD0330'CAVERNA HOTEL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 CD0330'STAMPED 4532 L 25 1933 AND SET IN THE TOP OF A CONCRETE POST
 CD0330'PROJECTING 8 INCHES ABOVE GROUND.
 CD0330
 CD0330                          STATION RECOVERY (1973)
 CD0330
 CD0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CD0330'MARK NOT FOUND.
 CD0330
 CD0330                          STATION RECOVERY (1977)
 CD0330
 CD0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CD0330'REPORTED AS NOT RECOVERED IN 1943, NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0366 ***********************************************************************
 BP0366  DESIGNATION -  L 25
 BP0366  PID         -  BP0366
 BP0366  STATE/COUNTY-  TX/BREWSTER
 BP0366  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0366
 BP0366                         *CURRENT SURVEY CONTROL
 BP0366  ___________________________________________________________________
 BP0366* NAD 83(1986)-  30 22 25.     (N)    103 36 54.     (W)     SCALED    
 BP0366* NAVD 88     -      1372.789  (meters)    4503.89   (feet)  ADJUSTED  
 BP0366  ___________________________________________________________________
 BP0366  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 BP0366  DYNAMIC HT  -        1370.564 (meters)    4496.59  (feet)  COMP
 BP0366  MODELED GRAV-     978,972.6   (mgal)                       NAVD 88
 BP0366
 BP0366  VERT ORDER  -  FIRST     CLASS II
 BP0366
 BP0366.The horizontal coordinates were scaled from a topographic map and have
 BP0366.an estimated accuracy of +/- 6 seconds.
 BP0366
 BP0366.The orthometric height was determined by differential leveling
 BP0366.and adjusted by the National Geodetic Survey in June 1991..
 BP0366
 BP0366.The geoid height was determined by GEOID03.
 BP0366
 BP0366.The dynamic height is computed by dividing the NAVD 88
 BP0366.geopotential number by the normal gravity value computed on the
 BP0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0366.degrees latitude (g = 980.6199 gals.).
 BP0366
 BP0366.The modeled gravity was interpolated from observed gravity values.
 BP0366
 BP0366;                    North         East    Units  Estimated Accuracy
 BP0366;SPC TXSC     - 4,290,300.      156,500.      MT  (+/- 180 meters Scaled)
 BP0366
 BP0366                          SUPERSEDED SURVEY CONTROL
 BP0366
 BP0366  NGVD 29 (??/??/92) 1372.333  (m)         4502.40   (f) ADJ UNCH    1 2
 BP0366
 BP0366.Superseded values are not recommended for survey control.
 BP0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0366.See file dsdata.txt to determine how the superseded data were derived.
 BP0366
 BP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP330609(NAD 83)
 BP0366_MARKER: DB = BENCH MARK DISK
 BP0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0366_STAMPING: L 25 1917 ELEV. 4502.458 FT.
 BP0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0366+STABILITY: SURFACE MOTION
 BP0366
 BP0366  HISTORY     - Date     Condition        Report By
 BP0366  HISTORY     - 1917     MONUMENTED       CGS
 BP0366  HISTORY     - 1957     GOOD             NGS
 BP0366  HISTORY     - 1972     MARK NOT FOUND   USGS
 BP0366  HISTORY     - 1981     MARK NOT FOUND   NGS
 BP0366
 BP0366                          STATION DESCRIPTION
 BP0366
 BP0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 BP0366'3.2 MI NE FROM ALPINE.
 BP0366'ABOUT 3.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 BP0366'FROM THE STATION AT ALPINE, 83 FEET NORTHWEST OF MILEPOST 604, 37 FEET
 BP0366'NORTHWEST OF THE NORTHWEST RAIL, 82 FEET SOUTHEAST OF THE CENTER LINE
 BP0366'OF U. S. HIGHWAY 90, 12 1/2 FEET NORTH-NORTHEAST OF A TELEPHONE POLE,
 BP0366'ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 BP0366'CONCRETE POST PROJECTING 8 INCHES.
 BP0366
 BP0366                          STATION RECOVERY (1972)
 BP0366
 BP0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 BP0366'MARK NOT FOUND.
 BP0366
 BP0366                          STATION RECOVERY (1981)
 BP0366
 BP0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0366'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0055 ***********************************************************************
 BY0055  DESIGNATION -  L 250
 BY0055  PID         -  BY0055
 BY0055  STATE/COUNTY-  TX/SHELBY
 BY0055  USGS QUAD   -  TENAHA WEST (1984)
 BY0055
 BY0055                         *CURRENT SURVEY CONTROL
 BY0055  ___________________________________________________________________
 BY0055* NAD 83(1986)-  31 56 11.     (N)    094 17 23.     (W)     SCALED    
 BY0055* NAVD 88     -        97.466  (meters)     319.77   (feet)  ADJUSTED  
 BY0055  ___________________________________________________________________
 BY0055  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BY0055  DYNAMIC HT  -          97.350 (meters)     319.39  (feet)  COMP
 BY0055  MODELED GRAV-     979,449.5   (mgal)                       NAVD 88
 BY0055
 BY0055  VERT ORDER  -  FIRST     CLASS II
 BY0055
 BY0055.The horizontal coordinates were scaled from a topographic map and have
 BY0055.an estimated accuracy of +/- 6 seconds.
 BY0055
 BY0055.The orthometric height was determined by differential leveling
 BY0055.and adjusted by the National Geodetic Survey in June 1991..
 BY0055
 BY0055.The geoid height was determined by GEOID03.
 BY0055
 BY0055.The dynamic height is computed by dividing the NAVD 88
 BY0055.geopotential number by the normal gravity value computed on the
 BY0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0055.degrees latitude (g = 980.6199 gals.).
 BY0055
 BY0055.The modeled gravity was interpolated from observed gravity values.
 BY0055
 BY0055;                    North         East    Units  Estimated Accuracy
 BY0055;SPC TX C     - 3,267,140.    1,271,200.      MT  (+/- 180 meters Scaled)
 BY0055
 BY0055                          SUPERSEDED SURVEY CONTROL
 BY0055
 BY0055  NGVD 29 (??/??/92)   97.490  (m)          319.85   (f) ADJ UNCH    1 2
 BY0055
 BY0055.Superseded values are not recommended for survey control.
 BY0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0055.See file dsdata.txt to determine how the superseded data were derived.
 BY0055
 BY0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR780341(NAD 83)
 BY0055_MARKER: DB = BENCH MARK DISK
 BY0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0055_STAMPING: L 250 1952
 BY0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0055+STABILITY: SURFACE MOTION
 BY0055
 BY0055  HISTORY     - Date     Condition        Report By
 BY0055  HISTORY     - 1952     MONUMENTED       CGS
 BY0055  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0055  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0055
 BY0055                          STATION DESCRIPTION
 BY0055
 BY0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY0055'2.4 MI SW FROM TENAHA.
 BY0055'2.4 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY0055'GULF, COLORADO AND SANTA FE RAILROAD STATION AT TENAHA, 1.1 MILES
 BY0055'NORTHEAST OF BENCH MARK K 250, 300 FEET SOUTHEAST OF THE SOUTHEAST
 BY0055'RAIL, 160 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, 82
 BY0055'FEET NORTHEAST OF A POWER POLE, 53 FEET NORTHWEST OF THE CENTER LINE
 BY0055'OF THE HIGHWAY, 3 FEET NORTH OF A CONCRETE HIGHWAY RIGHT OF WAY
 BY0055'MARKER, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BY0055'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BY0055
 BY0055                          STATION RECOVERY (1979)
 BY0055
 BY0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0055'MARK NOT FOUND.
 BY0055
 BY0055                          STATION RECOVERY (1979)
 BY0055
 BY0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0055'MARK WAS SEARCHED FOR IN AREA DESCRIBED. MAY HAVE BEEN DESTROYED WHEN
 BY0055'HIGHWAY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1070 ***********************************************************************
 BY1070  DESIGNATION -  L 251
 BY1070  PID         -  BY1070
 BY1070  STATE/COUNTY-  TX/NACOGDOCHES
 BY1070  USGS QUAD   -  REKLAW (1973)
 BY1070
 BY1070                         *CURRENT SURVEY CONTROL
 BY1070  ___________________________________________________________________
 BY1070* NAD 83(1986)-  31 48 45.     (N)    094 53 16.     (W)     SCALED    
 BY1070* NAVD 88     -        99.013  (meters)     324.85   (feet)  ADJUSTED  
 BY1070  ___________________________________________________________________
 BY1070  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY1070  DYNAMIC HT  -          98.893 (meters)     324.45  (feet)  COMP
 BY1070  MODELED GRAV-     979,433.9   (mgal)                       NAVD 88
 BY1070
 BY1070  VERT ORDER  -  FIRST     CLASS II
 BY1070
 BY1070.The horizontal coordinates were scaled from a topographic map and have
 BY1070.an estimated accuracy of +/- 6 seconds.
 BY1070
 BY1070.The orthometric height was determined by differential leveling
 BY1070.and adjusted by the National Geodetic Survey in June 1991..
 BY1070
 BY1070.The geoid height was determined by GEOID03.
 BY1070
 BY1070.The dynamic height is computed by dividing the NAVD 88
 BY1070.geopotential number by the normal gravity value computed on the
 BY1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1070.degrees latitude (g = 980.6199 gals.).
 BY1070
 BY1070.The modeled gravity was interpolated from observed gravity values.
 BY1070
 BY1070;                    North         East    Units  Estimated Accuracy
 BY1070;SPC TX C     - 3,250,500.    1,215,400.      MT  (+/- 180 meters Scaled)
 BY1070
 BY1070                          SUPERSEDED SURVEY CONTROL
 BY1070
 BY1070  NGVD 29 (??/??/92)   99.043  (m)          324.94   (f) ADJ UNCH    1 2
 BY1070
 BY1070.Superseded values are not recommended for survey control.
 BY1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1070.See file dsdata.txt to determine how the superseded data were derived.
 BY1070
 BY1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR213212(NAD 83)
 BY1070_MARKER: DB = BENCH MARK DISK
 BY1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1070_STAMPING: L 251 1952
 BY1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1070+STABILITY: SURFACE MOTION
 BY1070
 BY1070  HISTORY     - Date     Condition        Report By
 BY1070  HISTORY     - 1952     MONUMENTED       CGS
 BY1070  HISTORY     - 1979     GOOD             NGS
 BY1070  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1070
 BY1070                          STATION DESCRIPTION
 BY1070
 BY1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BY1070'3.1 MI W FROM CUSHING.
 BY1070'3.1 MILES WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BY1070'STATION AT CUSHING, AT A PRIVATE ROAD CROSSING, 2 POLES WEST OF
 BY1070'MILEPOST 175, 43 FEET NORTH OF THE NORTH RAIL, 39 FEET WEST OF THE
 BY1070'CENTER LINE OF THE PRIVATE ROAD AND THE CENTER OF A GATE, 3.8 FEET
 BY1070'SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 BY1070'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 BY1070
 BY1070                          STATION RECOVERY (1979)
 BY1070
 BY1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY1070'NOTE-NOT LEVELED TO AT THIS DATE, BENCH MARK IS OFF MAIN LINE.
 BY1070'THE MARK IS 2 FT  W FROM A WITNESS POST.
 BY1070
 BY1070                          STATION RECOVERY (1998)
 BY1070
 BY1070'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1277 ***********************************************************************
 BY1277  DESIGNATION -  L 252
 BY1277  PID         -  BY1277
 BY1277  STATE/COUNTY-  TX/CHEROKEE
 BY1277  USGS QUAD   -  JACKSONVILLE EAST (1973)
 BY1277
 BY1277                         *CURRENT SURVEY CONTROL
 BY1277  ___________________________________________________________________
 BY1277* NAD 83(1986)-  31 56 36.     (N)    095 14 54.     (W)     SCALED    
 BY1277* NAVD 88     -       140.149  (meters)     459.81   (feet)  ADJUSTED  
 BY1277  ___________________________________________________________________
 BY1277  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BY1277  DYNAMIC HT  -         139.980 (meters)     459.25  (feet)  COMP
 BY1277  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 BY1277
 BY1277  VERT ORDER  -  FIRST     CLASS II
 BY1277
 BY1277.The horizontal coordinates were scaled from a topographic map and have
 BY1277.an estimated accuracy of +/- 6 seconds.
 BY1277
 BY1277.The orthometric height was determined by differential leveling
 BY1277.and adjusted by the National Geodetic Survey in June 1991..
 BY1277
 BY1277.The geoid height was determined by GEOID03.
 BY1277
 BY1277.The dynamic height is computed by dividing the NAVD 88
 BY1277.geopotential number by the normal gravity value computed on the
 BY1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1277.degrees latitude (g = 980.6199 gals.).
 BY1277
 BY1277.The modeled gravity was interpolated from observed gravity values.
 BY1277
 BY1277;                    North         East    Units  Estimated Accuracy
 BY1277;SPC TX C     - 3,263,380.    1,180,630.      MT  (+/- 180 meters Scaled)
 BY1277
 BY1277                          SUPERSEDED SURVEY CONTROL
 BY1277
 BY1277  NGVD 29 (??/??/92)  140.170  (m)          459.87   (f) ADJ UNCH    1 2
 BY1277
 BY1277.Superseded values are not recommended for survey control.
 BY1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1277.See file dsdata.txt to determine how the superseded data were derived.
 BY1277
 BY1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR874363(NAD 83)
 BY1277_MARKER: DB = BENCH MARK DISK
 BY1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1277_STAMPING: L 252
 BY1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1277+STABILITY: SURFACE MOTION
 BY1277
 BY1277  HISTORY     - Date     Condition        Report By
 BY1277  HISTORY     - UNK      MONUMENTED       CGS
 BY1277  HISTORY     - 1973     GOOD             USGS
 BY1277  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 BY1277  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 BY1277
 BY1277                          STATION DESCRIPTION
 BY1277
 BY1277'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 BY1277'1.75 MI S FROM JACKSONVILLE.
 BY1277'1.4 MILES SOUTH ALONG U.S. HIGHWAY 69 FROM THE POST OFFICE AT
 BY1277'JACKSONVILLE.  (THE FIRST ROAD EAST PAST THE DRIVE IN THEATRE) THENCE
 BY1277'EAST  .35 MILES ALONG A DIRT ROAD TO THE OLD WILSON AIRPORT, AT THE
 BY1277'SOUTHEAST CORNER OF THE SOUTH SHED.  ONE FOOT SOUTH OF THE SOUTHEAST
 BY1277'CORNER SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 BY1277'THE GROUND A STANDARD POST STAMPED L 252.
 BY1277
 BY1277                          STATION RECOVERY (1996)
 BY1277
 BY1277'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1277'MARK NOT FOUND.
 BY1277
 BY1277                          STATION RECOVERY (2004)
 BY1277
 BY1277'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 BY1277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0283 ***********************************************************************
 GK0283  DESIGNATION -  L 253
 GK0283  PID         -  GK0283
 GK0283  STATE/COUNTY-  TX/HANSFORD
 GK0283  USGS QUAD   -  MORSE (1974)
 GK0283
 GK0283                         *CURRENT SURVEY CONTROL
 GK0283  ___________________________________________________________________
 GK0283* NAD 83(1986)-  36 04 54.     (N)    101 28 42.     (W)     SCALED    
 GK0283* NAVD 88     -       963.610  (meters)    3161.44   (feet)  ADJUSTED  
 GK0283  ___________________________________________________________________
 GK0283  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 GK0283  DYNAMIC HT  -         962.553 (meters)    3157.98  (feet)  COMP
 GK0283  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 GK0283
 GK0283  VERT ORDER  -  SECOND    CLASS 0
 GK0283
 GK0283.The horizontal coordinates were scaled from a topographic map and have
 GK0283.an estimated accuracy of +/- 6 seconds.
 GK0283
 GK0283.The orthometric height was determined by differential leveling
 GK0283.and adjusted by the National Geodetic Survey in June 1991..
 GK0283
 GK0283.The geoid height was determined by GEOID03.
 GK0283
 GK0283.The dynamic height is computed by dividing the NAVD 88
 GK0283.geopotential number by the normal gravity value computed on the
 GK0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0283.degrees latitude (g = 980.6199 gals.).
 GK0283
 GK0283.The modeled gravity was interpolated from observed gravity values.
 GK0283
 GK0283;                    North         East    Units  Estimated Accuracy
 GK0283;SPC TX N     - 1,230,940.      201,950.      MT  (+/- 180 meters Scaled)
 GK0283
 GK0283                          SUPERSEDED SURVEY CONTROL
 GK0283
 GK0283  NGVD 29 (??/??/92)  963.164  (m)         3159.98   (f) ADJ UNCH    2 0
 GK0283
 GK0283.Superseded values are not recommended for survey control.
 GK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0283.See file dsdata.txt to determine how the superseded data were derived.
 GK0283
 GK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE768958(NAD 83)
 GK0283_MARKER: DB = BENCH MARK DISK
 GK0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0283_STAMPING: L-253 1934
 GK0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0283+STABILITY: SURFACE MOTION
 GK0283
 GK0283  HISTORY     - Date     Condition        Report By
 GK0283  HISTORY     - 1934     MONUMENTED       CGS
 GK0283
 GK0283                          STATION DESCRIPTION
 GK0283
 GK0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0283'1.6 MI N FROM MORSE.
 GK0283'1.6 MILES NORTH OF C.RI. AND G. RR. STATION AT MORSE 30 FEET NORTH OF
 GK0283'CENTER LINE OF SECTION LINE ROAD. 25 FEET NORTHEAST OF NEAREST RAIL OF
 GK0283'CHICAGO ROCK ISLAND AND GULF RAILWAY TRACK.  15 FEET WEST OF MILE POLE
 GK0283'76/29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0462 ***********************************************************************
 GK0462  DESIGNATION -  L 254
 GK0462  PID         -  GK0462
 GK0462  STATE/COUNTY-  TX/SHERMAN
 GK0462  USGS QUAD   -  COLDWATER CREEK (1974)
 GK0462
 GK0462                         *CURRENT SURVEY CONTROL
 GK0462  ___________________________________________________________________
 GK0462* NAD 83(1986)-  36 19 39.     (N)    101 42 51.     (W)     SCALED    
 GK0462* NAVD 88     -      1047.477  (meters)    3436.60   (feet)  ADJUSTED  
 GK0462  ___________________________________________________________________
 GK0462  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 GK0462  DYNAMIC HT  -        1046.332 (meters)    3432.84  (feet)  COMP
 GK0462  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 GK0462
 GK0462  VERT ORDER  -  SECOND    CLASS 0
 GK0462
 GK0462.The horizontal coordinates were scaled from a topographic map and have
 GK0462.an estimated accuracy of +/- 6 seconds.
 GK0462
 GK0462.The orthometric height was determined by differential leveling
 GK0462.and adjusted by the National Geodetic Survey in June 1991..
 GK0462
 GK0462.The geoid height was determined by GEOID03.
 GK0462
 GK0462.The dynamic height is computed by dividing the NAVD 88
 GK0462.geopotential number by the normal gravity value computed on the
 GK0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0462.degrees latitude (g = 980.6199 gals.).
 GK0462
 GK0462.The modeled gravity was interpolated from observed gravity values.
 GK0462
 GK0462;                    North         East    Units  Estimated Accuracy
 GK0462;SPC TX N     - 1,258,240.      180,770.      MT  (+/- 180 meters Scaled)
 GK0462
 GK0462                          SUPERSEDED SURVEY CONTROL
 GK0462
 GK0462  NGVD 29 (??/??/92) 1047.007  (m)         3435.06   (f) ADJ UNCH    2 0
 GK0462
 GK0462.Superseded values are not recommended for survey control.
 GK0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0462.See file dsdata.txt to determine how the superseded data were derived.
 GK0462
 GK0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF563236(NAD 83)
 GK0462_MARKER: DB = BENCH MARK DISK
 GK0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0462_STAMPING: L-254 1934
 GK0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0462+STABILITY: SURFACE MOTION
 GK0462
 GK0462  HISTORY     - Date     Condition        Report By
 GK0462  HISTORY     - 1934     MONUMENTED       CGS
 GK0462  HISTORY     - 1952     MARK NOT FOUND   NGS
 GK0462
 GK0462                          STATION DESCRIPTION
 GK0462
 GK0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0462'20.1 MI SE FROM STRATFORD.
 GK0462'20.1 MILES SOUTHEAST OF C. RI. AND GULF RR. STATION AT STRATFORD.  28
 GK0462'FEET NORTH OF CENTER LINE OF ROAD FROM STRATFORD TO GRUVER.  3 FEET
 GK0462'EAST OF SECTION LINE FENCE CORNER.
 GK0462
 GK0462                          STATION RECOVERY (1952)
 GK0462
 GK0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GK0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0105 ***********************************************************************
 GK0105  DESIGNATION -  L 255
 GK0105  PID         -  GK0105
 GK0105  STATE/COUNTY-  TX/OCHILTREE
 GK0105  USGS QUAD   -  FARNSWORTH (1973)
 GK0105
 GK0105                         *CURRENT SURVEY CONTROL
 GK0105  ___________________________________________________________________
 GK0105* NAD 83(1986)-  36 19 49.     (N)    100 56 55.     (W)     SCALED    
 GK0105* NAVD 88     -       913.386  (meters)    2996.67   (feet)  ADJUSTED  
 GK0105  ___________________________________________________________________
 GK0105  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 GK0105  DYNAMIC HT  -         912.422 (meters)    2993.50  (feet)  COMP
 GK0105  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 GK0105
 GK0105  VERT ORDER  -  SECOND    CLASS 0
 GK0105
 GK0105.The horizontal coordinates were scaled from a topographic map and have
 GK0105.an estimated accuracy of +/- 6 seconds.
 GK0105
 GK0105.The orthometric height was determined by differential leveling
 GK0105.and adjusted by the National Geodetic Survey in June 1991..
 GK0105
 GK0105.The geoid height was determined by GEOID03.
 GK0105
 GK0105.The dynamic height is computed by dividing the NAVD 88
 GK0105.geopotential number by the normal gravity value computed on the
 GK0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0105.degrees latitude (g = 980.6199 gals.).
 GK0105
 GK0105.The modeled gravity was interpolated from observed gravity values.
 GK0105
 GK0105;                    North         East    Units  Estimated Accuracy
 GK0105;SPC TX N     - 1,258,670.      249,510.      MT  (+/- 180 meters Scaled)
 GK0105
 GK0105                          SUPERSEDED SURVEY CONTROL
 GK0105
 GK0105  NGVD 29 (??/??/92)  912.981  (m)         2995.34   (f) ADJ UNCH    2 0
 GK0105
 GK0105.Superseded values are not recommended for survey control.
 GK0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0105.See file dsdata.txt to determine how the superseded data were derived.
 GK0105
 GK0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF251223(NAD 83)
 GK0105_MARKER: B = BOLT
 GK0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GK0105_SP_SET: CULVERT
 GK0105_STAMPING: L-255 1934
 GK0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GK0105
 GK0105  HISTORY     - Date     Condition        Report By
 GK0105  HISTORY     - 1934     MONUMENTED       CGS
 GK0105
 GK0105                          STATION DESCRIPTION
 GK0105
 GK0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GK0105'1.3 MI NE FROM FARNSWORTH.
 GK0105'1.3 MILES NORTHEAST OF FARNSWORTH P. AND SF. RR. STATION 0.12 MILE
 GK0105'SOUTHWEST OF INTERSECTION OF SECTION LINE ROAD AND TRACK, SET IN
 GK0105'CENTER OF SOUTHEAST HEAD WALL OF DOUBLE CONCRETE CULVERT 67 A. OF THE
 GK0105'SANTA FE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0047 ***********************************************************************
 FL0047  DESIGNATION -  L 257
 FL0047  PID         -  FL0047
 FL0047  STATE/COUNTY-  TX/HEMPHILL
 FL0047  USGS QUAD   -  ALLISON (1963)
 FL0047
 FL0047                         *CURRENT SURVEY CONTROL
 FL0047  ___________________________________________________________________
 FL0047* NAD 83(1986)-  35 37 23.     (N)    100 02 28.     (W)     SCALED    
 FL0047* NAVD 88     -       785.335  (meters)    2576.55   (feet)  ADJUSTED  
 FL0047  ___________________________________________________________________
 FL0047  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 FL0047  DYNAMIC HT  -         784.486 (meters)    2573.77  (feet)  COMP
 FL0047  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 FL0047
 FL0047  VERT ORDER  -  SECOND    CLASS 0
 FL0047
 FL0047.The horizontal coordinates were scaled from a topographic map and have
 FL0047.an estimated accuracy of +/- 6 seconds.
 FL0047
 FL0047.The orthometric height was determined by differential leveling
 FL0047.and adjusted by the National Geodetic Survey in June 1991..
 FL0047
 FL0047.The geoid height was determined by GEOID03.
 FL0047
 FL0047.The dynamic height is computed by dividing the NAVD 88
 FL0047.geopotential number by the normal gravity value computed on the
 FL0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0047.degrees latitude (g = 980.6199 gals.).
 FL0047
 FL0047.The modeled gravity was interpolated from observed gravity values.
 FL0047
 FL0047;                    North         East    Units  Estimated Accuracy
 FL0047;SPC TX N     - 1,181,030.      332,150.      MT  (+/- 180 meters Scaled)
 FL0047
 FL0047                          SUPERSEDED SURVEY CONTROL
 FL0047
 FL0047  NGVD 29 (??/??/92)  785.000  (m)         2575.45   (f) ADJ UNCH    2 0
 FL0047
 FL0047.Superseded values are not recommended for survey control.
 FL0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0047.See file dsdata.txt to determine how the superseded data were derived.
 FL0047
 FL0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SME057426(NAD 83)
 FL0047_MARKER: DB = BENCH MARK DISK
 FL0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0047_STAMPING: L-257 1934
 FL0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0047+STABILITY: SURFACE MOTION
 FL0047
 FL0047  HISTORY     - Date     Condition        Report By
 FL0047  HISTORY     - 1934     MONUMENTED       CGS
 FL0047
 FL0047                          STATION DESCRIPTION
 FL0047
 FL0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FL0047'3.7 MI NE FROM ALLISON.
 FL0047'3.7 MILES NORTHEAST OF P. AND SF. RR. STATION AT ALLISON 0.4 MILES
 FL0047'NORTHEAST OF WHEELER AND HEMPHILL CO. LINE, 155 FEET SOUTH OF MILEPOST
 FL0047'54, 90 FEET SOUTHEAST OF NEAREST RAIL OF PANHANDLE AND SANTA FE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0416 ***********************************************************************
 BZ0416  DESIGNATION -  L 258
 BZ0416  PID         -  BZ0416
 BZ0416  STATE/COUNTY-  TX/LEON
 BZ0416  USGS QUAD   -  JEWETT (1982)
 BZ0416
 BZ0416                         *CURRENT SURVEY CONTROL
 BZ0416  ___________________________________________________________________
 BZ0416* NAD 83(1986)-  31 20 07.     (N)    096 10 09.     (W)     SCALED    
 BZ0416* NAVD 88     -       132.113  (meters)     433.44   (feet)  ADJUSTED  
 BZ0416  ___________________________________________________________________
 BZ0416  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 BZ0416  DYNAMIC HT  -         131.949 (meters)     432.90  (feet)  COMP
 BZ0416  MODELED GRAV-     979,396.8   (mgal)                       NAVD 88
 BZ0416
 BZ0416  VERT ORDER  -  FIRST     CLASS II
 BZ0416
 BZ0416.The horizontal coordinates were scaled from a topographic map and have
 BZ0416.an estimated accuracy of +/- 6 seconds.
 BZ0416
 BZ0416.The orthometric height was determined by differential leveling
 BZ0416.and adjusted by the National Geodetic Survey in June 1991..
 BZ0416
 BZ0416.The geoid height was determined by GEOID03.
 BZ0416
 BZ0416.The dynamic height is computed by dividing the NAVD 88
 BZ0416.geopotential number by the normal gravity value computed on the
 BZ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0416.degrees latitude (g = 980.6199 gals.).
 BZ0416
 BZ0416.The modeled gravity was interpolated from observed gravity values.
 BZ0416
 BZ0416;                    North         East    Units  Estimated Accuracy
 BZ0416;SPC TX C     - 3,192,390.    1,096,170.      MT  (+/- 180 meters Scaled)
 BZ0416
 BZ0416                          SUPERSEDED SURVEY CONTROL
 BZ0416
 BZ0416  NGVD 29 (??/??/92)  132.086  (m)          433.35   (f) ADJ UNCH    1 2
 BZ0416
 BZ0416.Superseded values are not recommended for survey control.
 BZ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0416.See file dsdata.txt to determine how the superseded data were derived.
 BZ0416
 BZ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV693702(NAD 83)
 BZ0416_MARKER: DB = BENCH MARK DISK
 BZ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0416_STAMPING: L 258 1952
 BZ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0416+STABILITY: SURFACE MOTION
 BZ0416
 BZ0416  HISTORY     - Date     Condition        Report By
 BZ0416  HISTORY     - 1952     MONUMENTED       CGS
 BZ0416
 BZ0416                          STATION DESCRIPTION
 BZ0416
 BZ0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0416'2.7 MI SE FROM JEWETT.
 BZ0416'2.2 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 BZ0416'RAILROAD FROM THE STATION AT JEWETT, THENCE 0.5 MILE SOUTHEAST ALONG
 BZ0416'THE BURLINGTON AND ROCK ISLAND RAILROAD, 3 POLES SOUTHEAST OF MILEPOST
 BZ0416'183, 74 FEET EAST OF THE EAST RAIL, 21 FEET EAST OF A TELEGRAPH POLE,
 BZ0416'8.7 FEET NORTH OF A FENCE CORNER, 1.8 FEET WEST OF A FENCE, 2 FEET
 BZ0416'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0416'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0568 ***********************************************************************
 BZ0568  DESIGNATION -  L 259
 BZ0568  PID         -  BZ0568
 BZ0568  STATE/COUNTY-  TX/HILL
 BZ0568  USGS QUAD   -  IRENE (1978)
 BZ0568
 BZ0568                         *CURRENT SURVEY CONTROL
 BZ0568  ___________________________________________________________________
 BZ0568* NAD 83(1986)-  31 53 00.     (N)    096 49 56.     (W)     SCALED    
 BZ0568* NAVD 88     -       147.494  (meters)     483.90   (feet)  ADJUSTED  
 BZ0568  ___________________________________________________________________
 BZ0568  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 BZ0568  DYNAMIC HT  -         147.317 (meters)     483.32  (feet)  COMP
 BZ0568  MODELED GRAV-     979,434.9   (mgal)                       NAVD 88
 BZ0568
 BZ0568  VERT ORDER  -  FIRST     CLASS II
 BZ0568
 BZ0568.The horizontal coordinates were scaled from a topographic map and have
 BZ0568.an estimated accuracy of +/- 6 seconds.
 BZ0568
 BZ0568.The orthometric height was determined by differential leveling
 BZ0568.and adjusted by the National Geodetic Survey in June 1991..
 BZ0568
 BZ0568.The geoid height was determined by GEOID03.
 BZ0568
 BZ0568.The dynamic height is computed by dividing the NAVD 88
 BZ0568.geopotential number by the normal gravity value computed on the
 BZ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0568.degrees latitude (g = 980.6199 gals.).
 BZ0568
 BZ0568.The modeled gravity was interpolated from observed gravity values.
 BZ0568
 BZ0568;                    North         East    Units  Estimated Accuracy
 BZ0568;SPC TXNC     - 2,025,280.      757,800.      MT  (+/- 180 meters Scaled)
 BZ0568
 BZ0568                          SUPERSEDED SURVEY CONTROL
 BZ0568
 BZ0568  NGVD 29 (??/??/92)  147.480  (m)          483.86   (f) ADJ UNCH    1 2
 BZ0568
 BZ0568.Superseded values are not recommended for survey control.
 BZ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0568.See file dsdata.txt to determine how the superseded data were derived.
 BZ0568
 BZ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA050295(NAD 83)
 BZ0568_MARKER: DB = BENCH MARK DISK
 BZ0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BZ0568_SP_SET: BRIDGE
 BZ0568_STAMPING: L 259 1952
 BZ0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BZ0568
 BZ0568  HISTORY     - Date     Condition        Report By
 BZ0568  HISTORY     - 1952     MONUMENTED       CGS
 BZ0568  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0568  HISTORY     - 19990220 MARK NOT FOUND   USPSQD
 BZ0568  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0568  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0568
 BZ0568                          STATION DESCRIPTION
 BZ0568
 BZ0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0568'3.25 MI NW FROM HUBBARD.
 BZ0568'3.25 MILES NORTHWEST ALONG STATE HIGHWAY 171 FROM THE FIRST STATE BANK
 BZ0568'AT HUBBARD, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 BZ0568'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST BANNISTER OF A SMALL
 BZ0568'CONCRETE BRIDGE, 0.95 MILE SOUTHEAST OF BENCH MARK K 259.
 BZ0568
 BZ0568                          STATION RECOVERY (1980)
 BZ0568
 BZ0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0568'MARK NOT FOUND.
 BZ0568
 BZ0568                          STATION RECOVERY (1999)
 BZ0568
 BZ0568'RECOVERY NOTE BY US POWER SQUADRON 1999
 BZ0568'MARK NOT FOUND.
 BZ0568
 BZ0568                          STATION RECOVERY (2002)
 BZ0568
 BZ0568'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWM)
 BZ0568'MARK NOT FOUND.
 BZ0568
 BZ0568                          STATION RECOVERY (2003)
 BZ0568
 BZ0568'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 BZ0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0643 ***********************************************************************
 CW0643  DESIGNATION -  L 26
 CW0643  PID         -  CW0643
 CW0643  STATE/COUNTY-  TX/CULBERSON
 CW0643  USGS QUAD   -  GRAPEVINE DRAW (1978)
 CW0643
 CW0643                         *CURRENT SURVEY CONTROL
 CW0643  ___________________________________________________________________
 CW0643* NAD 83(1986)-  32 00 00.     (N)    104 35 43.     (W)     SCALED    
 CW0643* NAVD 88     -      1304.191  (meters)    4278.83   (feet)  ADJUSTED  
 CW0643  ___________________________________________________________________
 CW0643  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CW0643  DYNAMIC HT  -        1302.207 (meters)    4272.32  (feet)  COMP
 CW0643  MODELED GRAV-     979,073.0   (mgal)                       NAVD 88
 CW0643
 CW0643  VERT ORDER  -  FIRST     CLASS I
 CW0643
 CW0643.The horizontal coordinates were scaled from a topographic map and have
 CW0643.an estimated accuracy of +/- 6 seconds.
 CW0643
 CW0643.The orthometric height was determined by differential leveling
 CW0643.and adjusted by the National Geodetic Survey in June 1991..
 CW0643
 CW0643.The geoid height was determined by GEOID03.
 CW0643
 CW0643.The dynamic height is computed by dividing the NAVD 88
 CW0643.geopotential number by the normal gravity value computed on the
 CW0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0643.degrees latitude (g = 980.6199 gals.).
 CW0643
 CW0643.The modeled gravity was interpolated from observed gravity values.
 CW0643
 CW0643;                    North         East    Units  Estimated Accuracy
 CW0643;SPC TX C     - 3,266,390.      297,360.      MT  (+/- 180 meters Scaled)
 CW0643
 CW0643                          SUPERSEDED SURVEY CONTROL
 CW0643
 CW0643  NGVD 29 (??/??/92) 1303.620  (m)         4276.96   (f) ADJ UNCH    1 1
 CW0643
 CW0643.Superseded values are not recommended for survey control.
 CW0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0643.See file dsdata.txt to determine how the superseded data were derived.
 CW0643
 CW0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER382405(NAD 83)
 CW0643_MARKER: DD = SURVEY DISK
 CW0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0643_STAMPING: L 26 1933 4277
 CW0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0643+STABILITY: SURFACE MOTION
 CW0643
 CW0643  HISTORY     - Date     Condition        Report By
 CW0643  HISTORY     - 1933     MONUMENTED       USGS
 CW0643  HISTORY     - 1958     GOOD             NGS
 CW0643  HISTORY     - 1977     GOOD             NGS
 CW0643
 CW0643                          STATION DESCRIPTION
 CW0643
 CW0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0643'17.6 MI NE FROM PINE SPRINGS.
 CW0643'ABOUT 15.5 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CW0643'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE 2.1 MILES
 CW0643'NORTHWEST ALONG THE XT RANCH ROAD.  AT THE TEXAS-NEW MEXICO LINE, 20
 CW0643'FEET EAST OF THE CENTER LINE OF THE ROAD, 69 FEET NORTH OF THE
 CW0643'NORTHEAST CORNER OF A CATTLE GUARD, 103 FEET NORTHEAST OF AND ACROSS
 CW0643'THE ROAD FROM A POLE AT A TEE JUNCTION OF POWER LINES, 1 1/2 FEET WEST
 CW0643'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 CW0643'OF A CONCRETE POST PROJECTING 8 INCHES.
 CW0643
 CW0643                          STATION RECOVERY (1977)
 CW0643
 CW0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0115 ***********************************************************************
 BP0115  DESIGNATION -  L 26
 BP0115  PID         -  BP0115
 BP0115  STATE/COUNTY-  TX/BREWSTER
 BP0115  USGS QUAD   -  TESNUS (1968)
 BP0115
 BP0115                         *CURRENT SURVEY CONTROL
 BP0115  ___________________________________________________________________
 BP0115* NAD 83(1986)-  30 07 05.     (N)    102 53 58.     (W)     SCALED    
 BP0115* NAVD 88     -      1136.064  (meters)    3727.24   (feet)  POSTED    
 BP0115  ___________________________________________________________________
 BP0115  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 BP0115  DYNAMIC HT  -        1134.250 (meters)    3721.29  (feet)  COMP
 BP0115  MODELED GRAV-     979,002.3   (mgal)                       NAVD 88
 BP0115
 BP0115  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0115
 BP0115.The horizontal coordinates were scaled from a topographic map and have
 BP0115.an estimated accuracy of +/- 6 seconds.
 BP0115
 BP0115.The orthometric height was determined by differential leveling
 BP0115.and adjusted by the National Geodetic Survey in 1992..
 BP0115.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0115.rate of 0.0 thru 1.0 mm/km.
 BP0115
 BP0115.The geoid height was determined by GEOID03.
 BP0115
 BP0115.The dynamic height is computed by dividing the NAVD 88
 BP0115.geopotential number by the normal gravity value computed on the
 BP0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0115.degrees latitude (g = 980.6199 gals.).
 BP0115
 BP0115.The modeled gravity was interpolated from observed gravity values.
 BP0115
 BP0115;                    North         East    Units  Estimated Accuracy
 BP0115;SPC TXSC     - 4,259,480.      224,290.      MT  (+/- 180 meters Scaled)
 BP0115
 BP0115                          SUPERSEDED SURVEY CONTROL
 BP0115
 BP0115.No superseded survey control is available for this station.
 BP0115
 BP0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP023337(NAD 83)
 BP0115_MARKER: DB = BENCH MARK DISK
 BP0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0115_STAMPING: L 26 1917 3726.18
 BP0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0115+STABILITY: SURFACE MOTION
 BP0115
 BP0115  HISTORY     - Date     Condition        Report By
 BP0115  HISTORY     - 1917     MONUMENTED       CGS
 BP0115  HISTORY     - 1966     MARK NOT FOUND   NGS
 BP0115
 BP0115                          STATION DESCRIPTION
 BP0115
 BP0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BP0115'IN TESNUS.
 BP0115'AT TESNUS, BREWSTER COUNTY, ON THE SOUTHERN PACIFIC RAILROAD, ABOUT
 BP0115'200 FEET NW OF MILEPOST 552, ABOUT 75 FT NW OF BRIDGE NO 552-A, AND
 BP0115'ABOUT 50 FT NORTH OF THE TRACK.  A STANDARD DISK STAMPED L 26 1917
 BP0115'3726.18, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0441 ***********************************************************************
 GK0441  DESIGNATION -  L 260
 GK0441  PID         -  GK0441
 GK0441  STATE/COUNTY-  TX/SHERMAN
 GK0441  USGS QUAD   -  STEVENS SW (1964)
 GK0441
 GK0441                         *CURRENT SURVEY CONTROL
 GK0441  ___________________________________________________________________
 GK0441* NAD 83(1986)-  36 19 41.     (N)    101 55 08.     (W)     SCALED    
 GK0441* NAVD 88     -      1085.658  (meters)    3561.86   (feet)  ADJUSTED  
 GK0441  ___________________________________________________________________
 GK0441  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 GK0441  DYNAMIC HT  -        1084.465 (meters)    3557.95  (feet)  COMP
 GK0441  MODELED GRAV-     979,496.5   (mgal)                       NAVD 88
 GK0441
 GK0441  VERT ORDER  -  SECOND    CLASS 0
 GK0441
 GK0441.The horizontal coordinates were scaled from a topographic map and have
 GK0441.an estimated accuracy of +/- 6 seconds.
 GK0441
 GK0441.The orthometric height was determined by differential leveling
 GK0441.and adjusted by the National Geodetic Survey in June 1991..
 GK0441
 GK0441.The geoid height was determined by GEOID03.
 GK0441
 GK0441.The dynamic height is computed by dividing the NAVD 88
 GK0441.geopotential number by the normal gravity value computed on the
 GK0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0441.degrees latitude (g = 980.6199 gals.).
 GK0441
 GK0441.The modeled gravity was interpolated from observed gravity values.
 GK0441
 GK0441;                    North         East    Units  Estimated Accuracy
 GK0441;SPC TX N     - 1,258,360.      162,390.      MT  (+/- 180 meters Scaled)
 GK0441
 GK0441                          SUPERSEDED SURVEY CONTROL
 GK0441
 GK0441  NGVD 29 (??/??/92) 1085.178  (m)         3560.29   (f) ADJ UNCH    2 0
 GK0441
 GK0441.Superseded values are not recommended for survey control.
 GK0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0441.See file dsdata.txt to determine how the superseded data were derived.
 GK0441
 GK0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF379242(NAD 83)
 GK0441_MARKER: DB = BENCH MARK DISK
 GK0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0441_STAMPING: L 260 1952
 GK0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0441+STABILITY: SURFACE MOTION
 GK0441
 GK0441  HISTORY     - Date     Condition        Report By
 GK0441  HISTORY     - 1952     MONUMENTED       CGS
 GK0441
 GK0441                          STATION DESCRIPTION
 GK0441
 GK0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0441'8.7 MI E FROM STRATFORD.
 GK0441'8.7 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0441'PACIFIC RAILROAD STATION AT STRATFORD, AT A JUNCTION WITH A ROAD
 GK0441'LEADING NORTH, 83 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD
 GK0441'LEADING SOUTH, 48 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, 70
 GK0441'FEET EAST OF A POWER POLE, 3.8 FEET SOUTHWEST OF A HIGHWAY RIGHT OF
 GK0441'WAY MARKER S 469, 2.2 FEET NORTH OF A FENCE, 2.5 FEET WEST OF A
 GK0441'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 GK0441'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0386 ***********************************************************************
 DO0386  DESIGNATION -  L 261
 DO0386  PID         -  DO0386
 DO0386  STATE/COUNTY-  TX/BAYLOR
 DO0386  USGS QUAD   -  NORTHEAST LAKE KEMP (1966)
 DO0386
 DO0386                         *CURRENT SURVEY CONTROL
 DO0386  ___________________________________________________________________
 DO0386* NAD 83(1986)-  33 48 29.     (N)    099 09 13.     (W)     SCALED    
 DO0386* NAVD 88     -       361.449  (meters)    1185.85   (feet)  ADJUSTED  
 DO0386  ___________________________________________________________________
 DO0386  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DO0386  DYNAMIC HT  -         361.041 (meters)    1184.52  (feet)  COMP
 DO0386  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 DO0386
 DO0386  VERT ORDER  -  SECOND    CLASS 0
 DO0386
 DO0386.The horizontal coordinates were scaled from a topographic map and have
 DO0386.an estimated accuracy of +/- 6 seconds.
 DO0386
 DO0386.The orthometric height was determined by differential leveling
 DO0386.and adjusted by the National Geodetic Survey in June 1991..
 DO0386
 DO0386.The geoid height was determined by GEOID03.
 DO0386
 DO0386.The dynamic height is computed by dividing the NAVD 88
 DO0386.geopotential number by the normal gravity value computed on the
 DO0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0386.degrees latitude (g = 980.6199 gals.).
 DO0386
 DO0386.The modeled gravity was interpolated from observed gravity values.
 DO0386
 DO0386;                    North         East    Units  Estimated Accuracy
 DO0386;SPC TXNC     - 2,237,660.      539,480.      MT  (+/- 180 meters Scaled)
 DO0386
 DO0386                          SUPERSEDED SURVEY CONTROL
 DO0386
 DO0386  NGVD 29 (??/??/92)  361.330  (m)         1185.46   (f) ADJ UNCH    2 0
 DO0386
 DO0386.Superseded values are not recommended for survey control.
 DO0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0386.See file dsdata.txt to determine how the superseded data were derived.
 DO0386
 DO0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC857408(NAD 83)
 DO0386_MARKER: DB = BENCH MARK DISK
 DO0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0386+STABILITY: SURFACE MOTION
 DO0386
 DO0386  HISTORY     - Date     Condition        Report By
 DO0386  HISTORY     - UNK      MONUMENTED       CGS
 DO0386  HISTORY     - 1957     MARK NOT FOUND   NGS
 DO0386
 DO0386                          STATION DESCRIPTION
 DO0386
 DO0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0386'10.3 MI N FROM MABELLE.
 DO0386'10.3 MILES NORTH ALONG U.S. HIGHWAY 283 FROM MABELLE, BAYLOR COUNTY,
 DO0386'1.7 MILES SOUTH OF THE WILBARGER-BAYLOR COUNTY LINE 48 FEET WEST OF
 DO0386'THE CENTERLINE OF THE HIGHWAY, AN SET IN THE TOP OF A CONCRETE POST.
 DO0386'NOTE -- THE RIGHT OF WAY HAS BEEN WIDENED AND DIRT TAKEN FROM THIS
 DO0386'VICINITY AND IT WAS THOUGHT THAT MARK HAD BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0740 ***********************************************************************
 CT0740  DESIGNATION -  L 262
 CT0740  PID         -  CT0740
 CT0740  STATE/COUNTY-  TX/JONES
 CT0740  USGS QUAD   -  FUNSTON (1965)
 CT0740
 CT0740                         *CURRENT SURVEY CONTROL
 CT0740  ___________________________________________________________________
 CT0740* NAD 83(1986)-  32 52 07.     (N)    099 50 19.     (W)     SCALED    
 CT0740* NAVD 88     -       491.661  (meters)    1613.06   (feet)  ADJUSTED  
 CT0740  ___________________________________________________________________
 CT0740  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CT0740  DYNAMIC HT  -         491.032 (meters)    1610.99  (feet)  COMP
 CT0740  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 CT0740
 CT0740  VERT ORDER  -  SECOND    CLASS 0
 CT0740
 CT0740.The horizontal coordinates were scaled from a topographic map and have
 CT0740.an estimated accuracy of +/- 6 seconds.
 CT0740
 CT0740.The orthometric height was determined by differential leveling
 CT0740.and adjusted by the National Geodetic Survey in June 1991..
 CT0740
 CT0740.The geoid height was determined by GEOID03.
 CT0740
 CT0740.The dynamic height is computed by dividing the NAVD 88
 CT0740.geopotential number by the normal gravity value computed on the
 CT0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0740.degrees latitude (g = 980.6199 gals.).
 CT0740
 CT0740.The modeled gravity was interpolated from observed gravity values.
 CT0740
 CT0740;                    North         East    Units  Estimated Accuracy
 CT0740;SPC TXNC     - 2,134,080.      474,740.      MT  (+/- 180 meters Scaled)
 CT0740
 CT0740                          SUPERSEDED SURVEY CONTROL
 CT0740
 CT0740  NGVD 29 (??/??/92)  491.471  (m)         1612.43   (f) ADJ UNCH    2 0
 CT0740
 CT0740.Superseded values are not recommended for survey control.
 CT0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0740.See file dsdata.txt to determine how the superseded data were derived.
 CT0740
 CT0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMB215370(NAD 83)
 CT0740_MARKER: DB = BENCH MARK DISK
 CT0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0740_STAMPING: L 262 1934
 CT0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0740+STABILITY: SURFACE MOTION
 CT0740
 CT0740  HISTORY     - Date     Condition        Report By
 CT0740  HISTORY     - 1934     MONUMENTED       CGS
 CT0740  HISTORY     - 1961     GOOD             NGS
 CT0740
 CT0740                          STATION DESCRIPTION
 CT0740
 CT0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0740'5.0 MI SW FROM STAMFORD.
 CT0740'5.0 MILES SOUTHWEST ALONG THE WICHITA VALLEY RAILWAY FROM THE RAILROAD
 CT0740'STATION AT STAMFORD, 0.2 MILE SOUTHWEST OF MILE POST 118, AT A ROAD
 CT0740'CROSSING, 56 FEET NORTH OF THE CENTER LINE OF A ROAD, 41 FEET
 CT0740'SOUTHEAST OF THE CENTER LINE OF THE TRACKS, SET IN TOP OF A CONCRETE
 CT0740'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0293 ***********************************************************************
 DN0293  DESIGNATION -  L 263
 DN0293  PID         -  DN0293
 DN0293  STATE/COUNTY-  TX/COLLIN
 DN0293  USGS QUAD   -  CELINA (1960)
 DN0293
 DN0293                         *CURRENT SURVEY CONTROL
 DN0293  ___________________________________________________________________
 DN0293* NAD 83(1986)-  33 21 25.     (N)    096 46 29.     (W)     SCALED    
 DN0293* NAVD 88     -       212.779  (meters)     698.09   (feet)  ADJUSTED  
 DN0293  ___________________________________________________________________
 DN0293  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 DN0293  DYNAMIC HT  -         212.554 (meters)     697.35  (feet)  COMP
 DN0293  MODELED GRAV-     979,573.9   (mgal)                       NAVD 88
 DN0293
 DN0293  VERT ORDER  -  SECOND    CLASS 0
 DN0293
 DN0293.The horizontal coordinates were scaled from a topographic map and have
 DN0293.an estimated accuracy of +/- 6 seconds.
 DN0293
 DN0293.The orthometric height was determined by differential leveling
 DN0293.and adjusted by the National Geodetic Survey in June 1991..
 DN0293
 DN0293.The geoid height was determined by GEOID03.
 DN0293
 DN0293.The dynamic height is computed by dividing the NAVD 88
 DN0293.geopotential number by the normal gravity value computed on the
 DN0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0293.degrees latitude (g = 980.6199 gals.).
 DN0293
 DN0293.The modeled gravity was interpolated from observed gravity values.
 DN0293
 DN0293;                    North         East    Units  Estimated Accuracy
 DN0293;SPC TXNC     - 2,188,750.      760,560.      MT  (+/- 180 meters Scaled)
 DN0293
 DN0293                          SUPERSEDED SURVEY CONTROL
 DN0293
 DN0293  NGVD 29 (??/??/92)  212.784  (m)          698.11   (f) ADJ UNCH    2 0
 DN0293
 DN0293.Superseded values are not recommended for survey control.
 DN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0293.See file dsdata.txt to determine how the superseded data were derived.
 DN0293
 DN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB070930(NAD 83)
 DN0293_MARKER: DB = BENCH MARK DISK
 DN0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0293_STAMPING: L 263 1934
 DN0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0293+STABILITY: SURFACE MOTION
 DN0293
 DN0293  HISTORY     - Date     Condition        Report By
 DN0293  HISTORY     - 1934     MONUMENTED       CGS
 DN0293  HISTORY     - 1952     GOOD             NGS
 DN0293  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 DN0293  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0293
 DN0293                          STATION DESCRIPTION
 DN0293
 DN0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DN0293'2.2 MI N FROM CELINA.
 DN0293'2.2 MILES NORTH ALONG THE ST. LOUIS, SAN FRANCISCO AND TEXAS RAILROAD
 DN0293'FROM THE STATION AT CELINA, 2 1/2 POLES NORTH OF MILEPOST 671-10, 56
 DN0293'FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD CROSSING, 38.7 FEET WEST
 DN0293'OF THE WEST RAIL, 27 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 9.4
 DN0293'FEET SOUTHEAST OF A FENCE CORNER, 3 FEET SOUTH OF A WITNESS POST, SET
 DN0293'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 DN0293'GROUND.
 DN0293
 DN0293                          STATION RECOVERY (1994)
 DN0293
 DN0293'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0293'MARK NOT FOUND.
 DN0293
 DN0293                          STATION RECOVERY (2005)
 DN0293
 DN0293'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0372 ***********************************************************************
 DN0372  DESIGNATION -  L 264
 DN0372  PID         -  DN0372
 DN0372  STATE/COUNTY-  TX/COLLIN
 DN0372  USGS QUAD   -  MC KINNEY WEST (1973)
 DN0372
 DN0372                         *CURRENT SURVEY CONTROL
 DN0372  ___________________________________________________________________
 DN0372* NAD 83(1986)-  33 09 33.     (N)    096 41 22.     (W)     SCALED    
 DN0372* NAVD 88     -       218.231  (meters)     715.98   (feet)  ADJUSTED  
 DN0372  ___________________________________________________________________
 DN0372  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 DN0372  DYNAMIC HT  -         217.993 (meters)     715.20  (feet)  COMP
 DN0372  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 DN0372
 DN0372  VERT ORDER  -  SECOND    CLASS 0
 DN0372
 DN0372.The horizontal coordinates were scaled from a topographic map and have
 DN0372.an estimated accuracy of +/- 6 seconds.
 DN0372
 DN0372.The orthometric height was determined by differential leveling
 DN0372.and adjusted by the National Geodetic Survey in June 1991..
 DN0372
 DN0372.The geoid height was determined by GEOID03.
 DN0372
 DN0372.The dynamic height is computed by dividing the NAVD 88
 DN0372.geopotential number by the normal gravity value computed on the
 DN0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0372.degrees latitude (g = 980.6199 gals.).
 DN0372
 DN0372.The modeled gravity was interpolated from observed gravity values.
 DN0372
 DN0372;                    North         East    Units  Estimated Accuracy
 DN0372;SPC TXNC     - 2,166,960.      768,870.      MT  (+/- 180 meters Scaled)
 DN0372
 DN0372                          SUPERSEDED SURVEY CONTROL
 DN0372
 DN0372  NGVD 29 (??/??/92)  218.26   (m)          716.1    (f) COMPUTED    2 0
 DN0372
 DN0372.Superseded values are not recommended for survey control.
 DN0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0372.See file dsdata.txt to determine how the superseded data were derived.
 DN0372
 DN0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB154713(NAD 83)
 DN0372_MARKER: DB = BENCH MARK DISK
 DN0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0372_STAMPING: L 264 1934
 DN0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0372+STABILITY: SURFACE MOTION
 DN0372
 DN0372  HISTORY     - Date     Condition        Report By
 DN0372  HISTORY     - 1934     MONUMENTED       CGS
 DN0372  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 DN0372  HISTORY     - 20051031 MARK NOT FOUND   BOHAN
 DN0372
 DN0372                          STATION DESCRIPTION
 DN0372
 DN0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0372'7.4 MI SW FROM MCKINNEY.
 DN0372'7.4 MI SW OF AND ALONG THE STATE HWY 24 IN EDGE OF COTTON FIELD.  39
 DN0372'FEET N OF HIGHWAY.  20 FEET NW OF SMALL BRIDGE ON A RD. LEADING NORTH
 DN0372'AND A JOG ROAD SOUTH.  75 YARDS NE OF A HOUSE.  NOTE-- BM IS COVERED
 DN0372'W/1 FT. OF WASHED-IN DIRT.
 DN0372
 DN0372                          STATION RECOVERY (1994)
 DN0372
 DN0372'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0372'MARK NOT FOUND.
 DN0372
 DN0372                          STATION RECOVERY (2005)
 DN0372
 DN0372'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2005 (CRF)
 DN0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0731 ***********************************************************************
 CS0731  DESIGNATION -  L 266
 CS0731  PID         -  CS0731
 CS0731  STATE/COUNTY-  TX/HILL
 CS0731  USGS QUAD   -  FROST (1965)
 CS0731
 CS0731                         *CURRENT SURVEY CONTROL
 CS0731  ___________________________________________________________________
 CS0731* NAD 83(1986)-  32 00 56.     (N)    096 52 25.     (W)     SCALED    
 CS0731* NAVD 88     -       154.201  (meters)     505.91   (feet)  ADJUSTED  
 CS0731  ___________________________________________________________________
 CS0731  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CS0731  DYNAMIC HT  -         154.015 (meters)     505.30  (feet)  COMP
 CS0731  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 CS0731
 CS0731  VERT ORDER  -  SECOND    CLASS 0
 CS0731
 CS0731.The horizontal coordinates were scaled from a topographic map and have
 CS0731.an estimated accuracy of +/- 6 seconds.
 CS0731
 CS0731.The orthometric height was determined by differential leveling
 CS0731.and adjusted by the National Geodetic Survey in June 1991..
 CS0731.WARNING-Repeat measurements at this control monument indicate possible
 CS0731.vertical movement.
 CS0731
 CS0731.The geoid height was determined by GEOID03.
 CS0731
 CS0731.The dynamic height is computed by dividing the NAVD 88
 CS0731.geopotential number by the normal gravity value computed on the
 CS0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0731.degrees latitude (g = 980.6199 gals.).
 CS0731
 CS0731.The modeled gravity was interpolated from observed gravity values.
 CS0731
 CS0731;                    North         East    Units  Estimated Accuracy
 CS0731;SPC TXNC     - 2,039,880.      753,660.      MT  (+/- 180 meters Scaled)
 CS0731
 CS0731                          SUPERSEDED SURVEY CONTROL
 CS0731
 CS0731  NGVD 29 (??/??/92)  154.167  (m)          505.80   (f) ADJ UNCH    2 0
 CS0731
 CS0731.Superseded values are not recommended for survey control.
 CS0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0731.See file dsdata.txt to determine how the superseded data were derived.
 CS0731
 CS0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA008441(NAD 83)
 CS0731_MARKER: DB = BENCH MARK DISK
 CS0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS0731_SP_SET: BRIDGE
 CS0731_STAMPING: L 266 1934
 CS0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS0731
 CS0731  HISTORY     - Date     Condition        Report By
 CS0731  HISTORY     - 1934     MONUMENTED       CGS
 CS0731  HISTORY     - 1946     GOOD             NGS
 CS0731  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CS0731
 CS0731                          STATION DESCRIPTION
 CS0731
 CS0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS0731'1.7 MI N FROM IRENE.
 CS0731'1.7 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 CS0731'THE STATION AT IRENE, HILL COUNTY, 85 YARDS SOUTH OF MILEPOST 210, 60
 CS0731'YARDS SOUTH OF A WATER TANK, AT BRIDGE 209.96, IN THE TOP OF THE
 CS0731'SOUTHEAST CONCRETE WINGWALL, AND 26 FEET EAST OF THE TRACK.  A
 CS0731'STANDARD DISK, STAMPED L 266 1934.
 CS0731
 CS0731                          STATION RECOVERY (1946)
 CS0731
 CS0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CS0731'RECOVERED IN GOOD CONDITION.
 CS0731
 CS0731                          STATION RECOVERY (1999)
 CS0731
 CS0731'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0554 ***********************************************************************
 CR0554  DESIGNATION -  L 267
 CR0554  PID         -  CR0554
 CR0554  STATE/COUNTY-  TX/HENDERSON
 CR0554  USGS QUAD   -  STOCKARD (1984)
 CR0554
 CR0554                         *CURRENT SURVEY CONTROL
 CR0554  ___________________________________________________________________
 CR0554* NAD 83(1986)-  32 17 12.     (N)    095 58 56.     (W)     SCALED    
 CR0554* NAVD 88     -       108.322  (meters)     355.39   (feet)  ADJUSTED  
 CR0554  ___________________________________________________________________
 CR0554  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CR0554  DYNAMIC HT  -         108.197 (meters)     354.98  (feet)  COMP
 CR0554  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 CR0554
 CR0554  VERT ORDER  -  SECOND    CLASS 0
 CR0554
 CR0554.The horizontal coordinates were scaled from a topographic map and have
 CR0554.an estimated accuracy of +/- 6 seconds.
 CR0554
 CR0554.The orthometric height was determined by differential leveling
 CR0554.and adjusted by the National Geodetic Survey in June 1991..
 CR0554.WARNING-Repeat measurements at this control monument indicate possible
 CR0554.vertical movement.
 CR0554
 CR0554.The geoid height was determined by GEOID03.
 CR0554
 CR0554.The dynamic height is computed by dividing the NAVD 88
 CR0554.geopotential number by the normal gravity value computed on the
 CR0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0554.degrees latitude (g = 980.6199 gals.).
 CR0554
 CR0554.The modeled gravity was interpolated from observed gravity values.
 CR0554
 CR0554;                    North         East    Units  Estimated Accuracy
 CR0554;SPC TXNC     - 2,071,600.      837,140.      MT  (+/- 180 meters Scaled)
 CR0554
 CR0554                          SUPERSEDED SURVEY CONTROL
 CR0554
 CR0554  NGVD 29 (??/??/92)  108.333  (m)          355.42   (f) ADJ UNCH    2 0
 CR0554
 CR0554.Superseded values are not recommended for survey control.
 CR0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0554.See file dsdata.txt to determine how the superseded data were derived.
 CR0554
 CR0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR191761(NAD 83)
 CR0554_MARKER: DB = BENCH MARK DISK
 CR0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0554_STAMPING: L 267 1934
 CR0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0554+STABILITY: SURFACE MOTION
 CR0554
 CR0554  HISTORY     - Date     Condition        Report By
 CR0554  HISTORY     - 1934     MONUMENTED       CGS
 CR0554
 CR0554                          STATION DESCRIPTION
 CR0554
 CR0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0554'8.9 MI SE FROM MABANK.
 CR0554'8.9 MILES SE OF AND ALONG THE S.P.R.R. 257 YARDS E OF CULVERT NO.
 CR0554'253A.  14 YARDS N OF THE CENTER OF THE TRACK.  285 YARDS W OF MILE
 CR0554'POST 253.  6 FEET S OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0788 ***********************************************************************
 CR0788  DESIGNATION -  L 268
 CR0788  PID         -  CR0788
 CR0788  STATE/COUNTY-  TX/HENDERSON
 CR0788  USGS QUAD   -  BROWNSBORO (1984)
 CR0788
 CR0788                         *CURRENT SURVEY CONTROL
 CR0788  ___________________________________________________________________
 CR0788* NAD 83(1986)-  32 18 42.     (N)    095 35 21.     (W)     SCALED    
 CR0788* NAVD 88     -       124.730  (meters)     409.22   (feet)  ADJUSTED  
 CR0788  ___________________________________________________________________
 CR0788  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CR0788  DYNAMIC HT  -         124.584 (meters)     408.74  (feet)  COMP
 CR0788  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 CR0788
 CR0788  VERT ORDER  -  SECOND    CLASS 0
 CR0788
 CR0788.The horizontal coordinates were scaled from a topographic map and have
 CR0788.an estimated accuracy of +/- 6 seconds.
 CR0788
 CR0788.The orthometric height was determined by differential leveling
 CR0788.and adjusted by the National Geodetic Survey in June 1991..
 CR0788
 CR0788.The geoid height was determined by GEOID03.
 CR0788
 CR0788.The dynamic height is computed by dividing the NAVD 88
 CR0788.geopotential number by the normal gravity value computed on the
 CR0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0788.degrees latitude (g = 980.6199 gals.).
 CR0788
 CR0788.The modeled gravity was interpolated from observed gravity values.
 CR0788
 CR0788;                    North         East    Units  Estimated Accuracy
 CR0788;SPC TXNC     - 2,075,320.      874,070.      MT  (+/- 180 meters Scaled)
 CR0788
 CR0788                          SUPERSEDED SURVEY CONTROL
 CR0788
 CR0788  NGVD 29 (??/??/92)  124.754  (m)          409.30   (f) ADJ UNCH    2 0
 CR0788
 CR0788.Superseded values are not recommended for survey control.
 CR0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0788.See file dsdata.txt to determine how the superseded data were derived.
 CR0788
 CR0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR562779(NAD 83)
 CR0788_MARKER: DB = BENCH MARK DISK
 CR0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0788_STAMPING: L 268 1934
 CR0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0788+STABILITY: SURFACE MOTION
 CR0788
 CR0788  HISTORY     - Date     Condition        Report By
 CR0788  HISTORY     - 1934     MONUMENTED       CGS
 CR0788  HISTORY     - 1977     POOR             USGS
 CR0788  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 CR0788
 CR0788                          STATION DESCRIPTION
 CR0788
 CR0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0788'1.7 MI E FROM BROWNSBORO.
 CR0788'1.7 MILES E OF AND ALONG THE ST. LOUIS AND SW R R 24 YARDS N OF TRACK.
 CR0788'11 YARDS E OF CROSSING.  138 YARDS W OF MILE POST 565.  10 FEET SW OF
 CR0788'FENCE.
 CR0788
 CR0788                          STATION RECOVERY (1977)
 CR0788
 CR0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0788'MARK RECOVERED IN POOR CONDITION.
 CR0788
 CR0788                          STATION RECOVERY (2004)
 CR0788
 CR0788'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 CR0788'MARK NOT FOUND.  RR IS INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0998 ***********************************************************************
 CS0998  DESIGNATION -  L 269 RESET
 CS0998  PID         -  CS0998
 CS0998  STATE/COUNTY-  TX/DALLAS
 CS0998  USGS QUAD   -  DALLAS (1981)
 CS0998
 CS0998                         *CURRENT SURVEY CONTROL
 CS0998  ___________________________________________________________________
 CS0998* NAD 83(1986)-  32 46 43.     (N)    096 52 07.     (W)     SCALED    
 CS0998* NAVD 88     -       135.929  (meters)     445.96   (feet)  ADJUSTED  
 CS0998  ___________________________________________________________________
 CS0998  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CS0998  DYNAMIC HT  -         135.773 (meters)     445.45  (feet)  COMP
 CS0998  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 CS0998
 CS0998  VERT ORDER  -  FIRST     CLASS II
 CS0998
 CS0998.The horizontal coordinates were scaled from a topographic map and have
 CS0998.an estimated accuracy of +/- 6 seconds.
 CS0998
 CS0998.The orthometric height was determined by differential leveling
 CS0998.and adjusted by the National Geodetic Survey in June 1991..
 CS0998
 CS0998.The geoid height was determined by GEOID03.
 CS0998
 CS0998.The dynamic height is computed by dividing the NAVD 88
 CS0998.geopotential number by the normal gravity value computed on the
 CS0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0998.degrees latitude (g = 980.6199 gals.).
 CS0998
 CS0998.The modeled gravity was interpolated from observed gravity values.
 CS0998
 CS0998;                    North         East    Units  Estimated Accuracy
 CS0998;SPC TXNC     - 2,124,490.      752,810.      MT  (+/- 180 meters Scaled)
 CS0998
 CS0998                          SUPERSEDED SURVEY CONTROL
 CS0998
 CS0998  NGVD 29 (??/??/92)  135.945  (m)          446.01   (f) ADJ UNCH    1 2
 CS0998
 CS0998.Superseded values are not recommended for survey control.
 CS0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0998.See file dsdata.txt to determine how the superseded data were derived.
 CS0998
 CS0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB996287(NAD 83)
 CS0998_MARKER: DB = BENCH MARK DISK
 CS0998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0998_SP_SET: STEP
 CS0998_STAMPING: L 269 RESET 1951
 CS0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0998
 CS0998  HISTORY     - Date     Condition        Report By
 CS0998  HISTORY     - 1951     MONUMENTED       TX1730
 CS0998  HISTORY     - 1958     GOOD             NGS
 CS0998  HISTORY     - 1960     GOOD             NGS
 CS0998  HISTORY     - 1986     MARK NOT FOUND   NGS
 CS0998
 CS0998                          STATION DESCRIPTION
 CS0998
 CS0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS0998'3.7 MI W FROM DALLAS.
 CS0998'AT DALLAS, DALLAS COUNTY, AT 3207 SINGLETON BOULEVARD, 0.7 MILE WEST
 CS0998'OF HAMPTON ROAD, 0.3 MILE EAST OF WESTMORELAND ROAD, AT THE THOMAS A.
 CS0998'EDISON SCHOOL, AND IN THE WEST END OF THE FIRST CONCRETE STEP OF THE
 CS0998'EAST ENTRANCE.  A STANDARD DISK, STAMPED L 269 RESET 1951.
 CS0998
 CS0998                          STATION RECOVERY (1960)
 CS0998
 CS0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CS0998'RECOVERED IN GOOD CONDITION.
 CS0998
 CS0998                          STATION RECOVERY (1986)
 CS0998
 CS0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0349 ***********************************************************************
 DO0349  DESIGNATION -  L 270
 DO0349  PID         -  DO0349
 DO0349  STATE/COUNTY-  TX/ARCHER
 DO0349  USGS QUAD   -  DUNDEE (1963)
 DO0349
 DO0349                         *CURRENT SURVEY CONTROL
 DO0349  ___________________________________________________________________
 DO0349* NAD 83(1986)-  33 44 04.     (N)    098 54 44.     (W)     SCALED    
 DO0349* NAVD 88     -       348.376  (meters)    1142.96   (feet)  ADJUSTED  
 DO0349  ___________________________________________________________________
 DO0349  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DO0349  DYNAMIC HT  -         347.984 (meters)    1141.68  (feet)  COMP
 DO0349  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 DO0349
 DO0349  VERT ORDER  -  SECOND    CLASS 0
 DO0349
 DO0349.The horizontal coordinates were scaled from a topographic map and have
 DO0349.an estimated accuracy of +/- 6 seconds.
 DO0349
 DO0349.The orthometric height was determined by differential leveling
 DO0349.and adjusted by the National Geodetic Survey in June 1991..
 DO0349
 DO0349.The geoid height was determined by GEOID03.
 DO0349
 DO0349.The dynamic height is computed by dividing the NAVD 88
 DO0349.geopotential number by the normal gravity value computed on the
 DO0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0349.degrees latitude (g = 980.6199 gals.).
 DO0349
 DO0349.The modeled gravity was interpolated from observed gravity values.
 DO0349
 DO0349;                    North         East    Units  Estimated Accuracy
 DO0349;SPC TXNC     - 2,229,380.      561,800.      MT  (+/- 180 meters Scaled)
 DO0349
 DO0349                          SUPERSEDED SURVEY CONTROL
 DO0349
 DO0349  NGVD 29 (??/??/92)  348.270  (m)         1142.62   (f) ADJ UNCH    2 0
 DO0349
 DO0349.Superseded values are not recommended for survey control.
 DO0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0349.See file dsdata.txt to determine how the superseded data were derived.
 DO0349
 DO0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC081327(NAD 83)
 DO0349_MARKER: DB = BENCH MARK DISK
 DO0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO0349_SP_SET: FOUNDATION
 DO0349_STAMPING: L 270 1934
 DO0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO0349
 DO0349  HISTORY     - Date     Condition        Report By
 DO0349  HISTORY     - 1934     MONUMENTED       CGS
 DO0349  HISTORY     - 1957     GOOD             NGS
 DO0349  HISTORY     - 1975     GOOD             NGS
 DO0349
 DO0349                          STATION DESCRIPTION
 DO0349
 DO0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DO0349'0.6 MI SW FROM DUNDEE.
 DO0349'0.6 MILE SOUTHWEST ALONG WICHITA VALLEY RAILWAY FROM DUNDEE, ARCHER
 DO0349'COUNTY, 150 FEET NORTHWEST OF MILEPOST 28, AT THE WATER TOWER, IN THE
 DO0349'CONCRETE FOUNDATION OF THE SOUTHWEST (FRONT) LEG, 15 FEET NORTHWEST OF
 DO0349'THE CENTERLINE OF THE TRACK, AND SET VERTICALLY.  NOTE-- THE WATER
 DO0349'TOWER HAS BEEN REMOVED BUT THE CONCRETE FOUNDATIONS REMAIN.
 DO0349
 DO0349                          STATION RECOVERY (1975)
 DO0349
 DO0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DO0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0062 ***********************************************************************
 CT0062  DESIGNATION -  L 272
 CT0062  PID         -  CT0062
 CT0062  STATE/COUNTY-  TX/PALO PINTO
 CT0062  USGS QUAD   -  MINERAL WELLS EAST (1984)
 CT0062
 CT0062                         *CURRENT SURVEY CONTROL
 CT0062  ___________________________________________________________________
 CT0062* NAD 83(1986)-  32 48 24.     (N)    098 03 54.     (W)     SCALED    
 CT0062* NAVD 88     -       258.532  (meters)     848.20   (feet)  ADJUSTED  
 CT0062  ___________________________________________________________________
 CT0062  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CT0062  DYNAMIC HT  -         258.217 (meters)     847.17  (feet)  COMP
 CT0062  MODELED GRAV-     979,414.2   (mgal)                       NAVD 88
 CT0062
 CT0062  VERT ORDER  -  SECOND    CLASS 0
 CT0062
 CT0062.The horizontal coordinates were scaled from a topographic map and have
 CT0062.an estimated accuracy of +/- 6 seconds.
 CT0062
 CT0062.The orthometric height was determined by differential leveling
 CT0062.and adjusted by the National Geodetic Survey in June 1991..
 CT0062.WARNING-Repeat measurements at this control monument indicate possible
 CT0062.vertical movement.
 CT0062
 CT0062.The geoid height was determined by GEOID03.
 CT0062
 CT0062.The dynamic height is computed by dividing the NAVD 88
 CT0062.geopotential number by the normal gravity value computed on the
 CT0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0062.degrees latitude (g = 980.6199 gals.).
 CT0062
 CT0062.The modeled gravity was interpolated from observed gravity values.
 CT0062
 CT0062;                    North         East    Units  Estimated Accuracy
 CT0062;SPC TXNC     - 2,126,500.      640,740.      MT  (+/- 180 meters Scaled)
 CT0062
 CT0062                          SUPERSEDED SURVEY CONTROL
 CT0062
 CT0062  NGVD 29 (??/??/92)  258.432  (m)          847.87   (f) ADJ UNCH    2 0
 CT0062
 CT0062.Superseded values are not recommended for survey control.
 CT0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0062.See file dsdata.txt to determine how the superseded data were derived.
 CT0062
 CT0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB875302(NAD 83)
 CT0062_MARKER: DB = BENCH MARK DISK
 CT0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0062_STAMPING: L 272 1934 847.810
 CT0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0062+STABILITY: SURFACE MOTION
 CT0062
 CT0062  HISTORY     - Date     Condition        Report By
 CT0062  HISTORY     - 1934     MONUMENTED       CGS
 CT0062  HISTORY     - 1961     MARK NOT FOUND   NGS
 CT0062  HISTORY     - 19980627 MARK NOT FOUND   USPSQD
 CT0062  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 CT0062
 CT0062                          STATION DESCRIPTION
 CT0062
 CT0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0062'2.7 MI E FROM MINERAL WELLS.
 CT0062'2.7 MILES EAST ALONG THE WEATHERFORD, MINERAL WELLS AND NORTHWESTERN
 CT0062'RAILROAD FROM THE STATION AT MINERAL WELLS, 5 POLES WEST OF MILEPOST
 CT0062'19, AT A ROAD CROSSING, 44 FEET NORTH OF THE NORTH RAIL, 34 FEET EAST
 CT0062'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 6.7 FEET SOUTHEAST OF A
 CT0062'FENCE CORNER, 1.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 CT0062'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- THE OLD ROAD IS
 CT0062'NOW FARM ROAD 1195 AND THE LOCATION OF THE MARK ACCORDING TO THE OLD
 CT0062'DESCRIPTION WOULD BE IN THE GRADER DITCH.  THIS MARK IS BELIEVED TO
 CT0062'HAVE BEEN DESTROYED IN WIDENING THE ROAD.
 CT0062
 CT0062                          STATION RECOVERY (1998)
 CT0062
 CT0062'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0062'MARK NOT FOUND.
 CT0062
 CT0062                          STATION RECOVERY (2004)
 CT0062
 CT0062'RECOVERY NOTE BY US POWER SQUADRON 2004 (MDC)
 CT0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0267 ***********************************************************************
 CT0267  DESIGNATION -  L 273
 CT0267  PID         -  CT0267
 CT0267  STATE/COUNTY-  TX/STEPHENS
 CT0267  USGS QUAD   -  NECESSITY (1967)
 CT0267
 CT0267                         *CURRENT SURVEY CONTROL
 CT0267  ___________________________________________________________________
 CT0267* NAD 83(1986)-  32 40 31.     (N)    098 51 46.     (W)     SCALED    
 CT0267* NAVD 88     -       391.979  (meters)    1286.02   (feet)  ADJUSTED  
 CT0267  ___________________________________________________________________
 CT0267  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CT0267  DYNAMIC HT  -         391.482 (meters)    1284.39  (feet)  COMP
 CT0267  MODELED GRAV-     979,360.4   (mgal)                       NAVD 88
 CT0267
 CT0267  VERT ORDER  -  SECOND    CLASS 0
 CT0267
 CT0267.The horizontal coordinates were scaled from a topographic map and have
 CT0267.an estimated accuracy of +/- 6 seconds.
 CT0267
 CT0267.The orthometric height was determined by differential leveling
 CT0267.and adjusted by the National Geodetic Survey in June 1991..
 CT0267
 CT0267.The geoid height was determined by GEOID03.
 CT0267
 CT0267.The dynamic height is computed by dividing the NAVD 88
 CT0267.geopotential number by the normal gravity value computed on the
 CT0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0267.degrees latitude (g = 980.6199 gals.).
 CT0267
 CT0267.The modeled gravity was interpolated from observed gravity values.
 CT0267
 CT0267;                    North         East    Units  Estimated Accuracy
 CT0267;SPC TXNC     - 2,111,900.      565,980.      MT  (+/- 180 meters Scaled)
 CT0267
 CT0267                          SUPERSEDED SURVEY CONTROL
 CT0267
 CT0267  NGVD 29 (??/??/92)  391.860  (m)         1285.63   (f) ADJ UNCH    2 0
 CT0267
 CT0267.Superseded values are not recommended for survey control.
 CT0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0267.See file dsdata.txt to determine how the superseded data were derived.
 CT0267
 CT0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB128152(NAD 83)
 CT0267_MARKER: DB = BENCH MARK DISK
 CT0267_SETTING: 66 = SET IN ROCK OUTCROP
 CT0267_SP_SET: ROCK OUTCROP
 CT0267_STAMPING: L 273 1934
 CT0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CT0267+STABILITY: POSITION/ELEVATION WELL
 CT0267
 CT0267  HISTORY     - Date     Condition        Report By
 CT0267  HISTORY     - 1934     MONUMENTED       CGS
 CT0267  HISTORY     - 1957     MARK NOT FOUND   USGS
 CT0267
 CT0267                          STATION DESCRIPTION
 CT0267
 CT0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CT0267'6.2 MI SE FROM BRECKENRIDGE.
 CT0267'6.2 MILES SE OF AND ALONG THE W.F. AND S.R.R. APPROX. 0.4 MILES NW OF
 CT0267'MILE POST 110.  30 FEET SW OF THE CENTER OF THE TRACK.  6 FEET E OF A
 CT0267'TELEGRAPH POLE.  DISK SET HORIZONTALLY IN OUTCROP OF ROCK.  NOTE-- IT
 CT0267'IS JUST BELOW THE SURFACE OF THE GROUND AND IS 0.25 MILE NORTH OF A
 CT0267'WOODEN GATE ACROSS RAILROAD GRADE.  A POLE REMAINS 6 FEET WEST OF THE
 CT0267'MARK.  1957 REPORT.
 CT0267
 CT0267                          STATION RECOVERY (1957)
 CT0267
 CT0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CT0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0500 ***********************************************************************
 DM0500  DESIGNATION -  L 276
 DM0500  PID         -  DM0500
 DM0500  STATE/COUNTY-  TX/HOPKINS
 DM0500  USGS QUAD   -  SULPHUR SPRGS (1964)
 DM0500
 DM0500                         *CURRENT SURVEY CONTROL
 DM0500  ___________________________________________________________________
 DM0500* NAD 83(1986)-  33 09 05.     (N)    095 33 43.     (W)     SCALED    
 DM0500* NAVD 88     -       136.173  (meters)     446.76   (feet)  ADJUSTED  
 DM0500  ___________________________________________________________________
 DM0500  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DM0500  DYNAMIC HT  -         136.024 (meters)     446.27  (feet)  COMP
 DM0500  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 DM0500
 DM0500  VERT ORDER  -  SECOND    CLASS 0
 DM0500
 DM0500.The horizontal coordinates were scaled from a topographic map and have
 DM0500.an estimated accuracy of +/- 6 seconds.
 DM0500
 DM0500.The orthometric height was determined by differential leveling
 DM0500.and adjusted by the National Geodetic Survey in June 1991..
 DM0500
 DM0500.The geoid height was determined by GEOID03.
 DM0500
 DM0500.The dynamic height is computed by dividing the NAVD 88
 DM0500.geopotential number by the normal gravity value computed on the
 DM0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0500.degrees latitude (g = 980.6199 gals.).
 DM0500
 DM0500.The modeled gravity was interpolated from observed gravity values.
 DM0500
 DM0500;                    North         East    Units  Estimated Accuracy
 DM0500;SPC TXNC     - 2,168,470.      874,030.      MT  (+/- 180 meters Scaled)
 DM0500
 DM0500                          SUPERSEDED SURVEY CONTROL
 DM0500
 DM0500  NGVD 29 (??/??/92)  136.174  (m)          446.76   (f) ADJ UNCH    2 0
 DM0500
 DM0500.Superseded values are not recommended for survey control.
 DM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0500.See file dsdata.txt to determine how the superseded data were derived.
 DM0500
 DM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS610709(NAD 83)
 DM0500_MARKER: DB = BENCH MARK DISK
 DM0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0500_STAMPING: L 276 1934
 DM0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0500+STABILITY: SURFACE MOTION
 DM0500
 DM0500  HISTORY     - Date     Condition        Report By
 DM0500  HISTORY     - 1934     MONUMENTED       CGS
 DM0500  HISTORY     - 19950622 MARK NOT FOUND   USPSQD
 DM0500
 DM0500                          STATION DESCRIPTION
 DM0500
 DM0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0500'2.5 MI NE FROM SULPHUR SPRINGS.
 DM0500'2.5 MI NE OF AND ALONG THE ST. L AND SW R R 60 FEET NE OF MILE POST
 DM0500'515/20.  45 FEET NW OF CENTER OF TRACK.  4 FEET SE OF R/W FENCE.
 DM0500
 DM0500                          STATION RECOVERY (1995)
 DM0500
 DM0500'RECOVERY NOTE BY US POWER SQUADRON 1995
 DM0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0099 ***********************************************************************
 CR0099  DESIGNATION -  L 277
 CR0099  PID         -  CR0099
 CR0099  STATE/COUNTY-  TX/PANOLA
 CR0099  USGS QUAD   -  GARY (1983)
 CR0099
 CR0099                         *CURRENT SURVEY CONTROL
 CR0099  ___________________________________________________________________
 CR0099* NAD 83(1986)-  32 06 29.     (N)    094 22 03.     (W)     SCALED    
 CR0099* NAVD 88     -        93.645  (meters)     307.23   (feet)  ADJUSTED  
 CR0099  ___________________________________________________________________
 CR0099  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CR0099  DYNAMIC HT  -          93.535 (meters)     306.87  (feet)  COMP
 CR0099  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 CR0099
 CR0099  VERT ORDER  -  SECOND    CLASS 0
 CR0099
 CR0099.The horizontal coordinates were scaled from a topographic map and have
 CR0099.an estimated accuracy of +/- 6 seconds.
 CR0099
 CR0099.The orthometric height was determined by differential leveling
 CR0099.and adjusted by the National Geodetic Survey in June 1991..
 CR0099
 CR0099.The geoid height was determined by GEOID03.
 CR0099
 CR0099.The dynamic height is computed by dividing the NAVD 88
 CR0099.geopotential number by the normal gravity value computed on the
 CR0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0099.degrees latitude (g = 980.6199 gals.).
 CR0099
 CR0099.The modeled gravity was interpolated from observed gravity values.
 CR0099
 CR0099;                    North         East    Units  Estimated Accuracy
 CR0099;SPC TXNC     - 2,056,620.      989,940.      MT  (+/- 180 meters Scaled)
 CR0099
 CR0099                          SUPERSEDED SURVEY CONTROL
 CR0099
 CR0099  NGVD 29 (??/??/92)   93.676  (m)          307.34   (f) ADJ UNCH    2 0
 CR0099
 CR0099.Superseded values are not recommended for survey control.
 CR0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0099.See file dsdata.txt to determine how the superseded data were derived.
 CR0099
 CR0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR709532(NAD 83)
 CR0099_MARKER: DB = BENCH MARK DISK
 CR0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0099_STAMPING: L 277 1934
 CR0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0099+STABILITY: SURFACE MOTION
 CR0099
 CR0099  HISTORY     - Date     Condition        Report By
 CR0099  HISTORY     - 1934     MONUMENTED       CGS
 CR0099
 CR0099                          STATION DESCRIPTION
 CR0099
 CR0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CR0099'4.0 MI S FROM CARTHAGE.
 CR0099'4.0 MI S OF AND ALONG THE S F R R 0.3 MI S OF MILE POST 168.  36 FEET
 CR0099'E OF CENTER OF TRACK.  60 FEET N OF AN E AND W FENCE LINE.  4 FEET E
 CR0099'OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1407 ***********************************************************************
 BL1407  DESIGNATION -  L 279
 BL1407  PID         -  BL1407
 BL1407  STATE/COUNTY-  TX/HARRIS
 BL1407  USGS QUAD   -  TOMBALL (1979)
 BL1407
 BL1407                         *CURRENT SURVEY CONTROL
 BL1407  ___________________________________________________________________
 BL1407* NAD 83(1986)-  30 03 16.     (N)    095 35 19.     (W)     SCALED    
 BL1407* NAVD 88     -        46.475  (meters)     152.48   (feet)  ADJUSTED  
 BL1407  ___________________________________________________________________
 BL1407  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BL1407  DYNAMIC HT  -          46.413 (meters)     152.27  (feet)  COMP
 BL1407  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 BL1407  OBS GRAVITY -     979,292.0   (mgal)                       GRAV_OBS
 BL1407
 BL1407  VERT ORDER  -  FIRST     CLASS II
 BL1407
 BL1407.The horizontal coordinates were scaled from a topographic map and have
 BL1407.an estimated accuracy of +/- 6 seconds.
 BL1407
 BL1407.The orthometric height was determined by differential leveling
 BL1407.and adjusted by the National Geodetic Survey in June 1991..
 BL1407
 BL1407.The geoid height was determined by GEOID03.
 BL1407
 BL1407.The dynamic height is computed by dividing the NAVD 88
 BL1407.geopotential number by the normal gravity value computed on the
 BL1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL1407.degrees latitude (g = 980.6199 gals.).
 BL1407
 BL1407.The modeled gravity was interpolated from observed gravity values.
 BL1407.The observed gravity was obtained from relative gravimeter ties
 BL1407.to the IGSN71 gravity network.
 BL1407
 BL1407;                    North         East    Units  Estimated Accuracy
 BL1407;SPC TXSC     - 4,250,960.      928,910.      MT  (+/- 180 meters Scaled)
 BL1407
 BL1407                          SUPERSEDED SURVEY CONTROL
 BL1407
 BL1407  NGVD 29 (12/23/87)   46.470  (m)          152.46   (f) ADJUSTED    1 2
 BL1407
 BL1407.Superseded values are not recommended for survey control.
 BL1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1407.See file dsdata.txt to determine how the superseded data were derived.
 BL1407
 BL1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP504276(NAD 83)
 BL1407_MARKER: DB = BENCH MARK DISK
 BL1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1407_SP_SET: CONCRETE POST
 BL1407_STAMPING: L 279 1935
 BL1407_MARK LOGO: CGS   
 BL1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1407+STABILITY: SURFACE MOTION
 BL1407
 BL1407  HISTORY     - Date     Condition        Report By
 BL1407  HISTORY     - 1935     MONUMENTED       CGS
 BL1407  HISTORY     - 1973     GOOD             NGS
 BL1407  HISTORY     - 1978     GOOD             NGS
 BL1407  HISTORY     - 1986     GOOD             NGS
 BL1407
 BL1407                          STATION DESCRIPTION
 BL1407
 BL1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1407'3.3 MI SE FROM TOMBALL.
 BL1407'ABOUT 3.3 MILES SOUTHEAST ALONG BURLINGTON-ROCK ISLAND RAILROAD FROM
 BL1407'THE STATION AT TOMBALL, AT THE CROSSING OF BOUDREAUX RD., 80.3 FEET
 BL1407'SOUTHEAST OF THE CENTER LINE OF THE CROSSING, 43.3 FEET NORTHEAST OF
 BL1407'THE NORTHEAST RAIL OF THE MAIN TRACK, 40.6 FEET SOUTH OF THE CENTER
 BL1407'LINE OF THE ROAD, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 3 FEET
 BL1407'BELOW THE LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST
 BL1407'PROJECTING 0.2 FOOT.
 BL1407
 BL1407                          STATION RECOVERY (1978)
 BL1407
 BL1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1407'RECOVERED IN GOOD CONDITION.
 BL1407
 BL1407                          STATION RECOVERY (1986)
 BL1407
 BL1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BL1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0278 ***********************************************************************
 DO0278  DESIGNATION -  L 281 RESET 1957
 DO0278  PID         -  DO0278
 DO0278  STATE/COUNTY-  TX/YOUNG
 DO0278  USGS QUAD   -  PROFFITT (1981)
 DO0278
 DO0278                         *CURRENT SURVEY CONTROL
 DO0278  ___________________________________________________________________
 DO0278* NAD 83(1986)-  33 10 57.     (N)    098 49 55.     (W)     SCALED    
 DO0278* NAVD 88     -       352.86   (meters)    1157.7    (feet)  RESET     
 DO0278  ___________________________________________________________________
 DO0278  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DO0278
 DO0278  VERT ORDER  -  THIRD
 DO0278
 DO0278.The horizontal coordinates were scaled from a topographic map and have
 DO0278.an estimated accuracy of +/- 6 seconds.
 DO0278
 DO0278.The orthometric height was computed from unverified reset data.
 DO0278
 DO0278.The geoid height was determined by GEOID03.
 DO0278
 DO0278;                    North         East    Units  Estimated Accuracy
 DO0278;SPC TXNC     - 2,168,140.      569,050.      MT  (+/- 180 meters Scaled)
 DO0278
 DO0278                          SUPERSEDED SURVEY CONTROL
 DO0278
 DO0278.No superseded survey control is available for this station.
 DO0278
 DO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB156715(NAD 83)
 DO0278_MARKER: DB = BENCH MARK DISK
 DO0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0278_STAMPING: L 281 RESET 1957
 DO0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0278+STABILITY: SURFACE MOTION
 DO0278
 DO0278  HISTORY     - Date     Condition        Report By
 DO0278  HISTORY     - 1957     MONUMENTED       CGS
 DO0278  HISTORY     - 20010325 MARK NOT FOUND   USPSQD
 DO0278  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 DO0278
 DO0278                          STATION DESCRIPTION
 DO0278
 DO0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DO0278'6.9 MI W FROM NEWCASTLE.
 DO0278'6.9 MILES WEST ALONG STATE HIGHWAY 24 FROM NEW CASTLE, YOUNG COUNTY,
 DO0278'ABOUT 0.15 MILE WEST OF RED BRICK FARMHOUSE, ABOUT 48 FEET NORTH OF
 DO0278'THE CENTERLINE OF THE HIGHWAY, ABOUT 11 FEET WEST OF THE WEST POST OF
 DO0278'A WIRE GATE, AND 1/2 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE. A STANDARD
 DO0278'DISK, STAMPED L 281 RESET 1957 AND SET IN THE TOP OF A CONCRETE POST
 DO0278'PROJECTING 5 INCHES.
 DO0278
 DO0278                          STATION RECOVERY (2001)
 DO0278
 DO0278'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 DO0278'MARK NOT FOUND.
 DO0278
 DO0278                          STATION RECOVERY (2005)
 DO0278
 DO0278'RECOVERY NOTE BY US POWER SQUADRON 2005 (CPM)
 DO0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0003 ***********************************************************************
 CA0003  DESIGNATION -  L 282
 CA0003  PID         -  CA0003
 CA0003  STATE/COUNTY-  TX/COMANCHE
 CA0003  USGS QUAD   -  PROCTOR (1979)
 CA0003
 CA0003                         *CURRENT SURVEY CONTROL
 CA0003  ___________________________________________________________________
 CA0003* NAD 83(1986)-  31 58 10.     (N)    098 26 37.     (W)     SCALED    
 CA0003* NAVD 88     -       355.607  (meters)    1166.69   (feet)  ADJUSTED  
 CA0003  ___________________________________________________________________
 CA0003  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CA0003  DYNAMIC HT  -         355.157 (meters)    1165.21  (feet)  COMP
 CA0003  MODELED GRAV-     979,364.9   (mgal)                       NAVD 88
 CA0003
 CA0003  VERT ORDER  -  SECOND    CLASS 0
 CA0003
 CA0003.The horizontal coordinates were scaled from a topographic map and have
 CA0003.an estimated accuracy of +/- 6 seconds.
 CA0003
 CA0003.The orthometric height was determined by differential leveling
 CA0003.and adjusted by the National Geodetic Survey in June 1991..
 CA0003
 CA0003.The geoid height was determined by GEOID03.
 CA0003
 CA0003.The dynamic height is computed by dividing the NAVD 88
 CA0003.geopotential number by the normal gravity value computed on the
 CA0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0003.degrees latitude (g = 980.6199 gals.).
 CA0003
 CA0003.The modeled gravity was interpolated from observed gravity values.
 CA0003
 CA0003;                    North         East    Units  Estimated Accuracy
 CA0003;SPC TX C     - 3,256,810.      878,620.      MT  (+/- 180 meters Scaled)
 CA0003
 CA0003                          SUPERSEDED SURVEY CONTROL
 CA0003
 CA0003  NGVD 29 (??/??/92)  355.540  (m)         1166.47   (f) ADJ UNCH    2 0
 CA0003
 CA0003.Superseded values are not recommended for survey control.
 CA0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0003.See file dsdata.txt to determine how the superseded data were derived.
 CA0003
 CA0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA525371(NAD 83)
 CA0003_MARKER: DB = BENCH MARK DISK
 CA0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0003_STAMPING: L 282 1934
 CA0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0003+STABILITY: SURFACE MOTION
 CA0003
 CA0003  HISTORY     - Date     Condition        Report By
 CA0003  HISTORY     - 1934     MONUMENTED       CGS
 CA0003  HISTORY     - 1966     GOOD             NGS
 CA0003
 CA0003                          STATION DESCRIPTION
 CA0003
 CA0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CA0003'1.5 MI SW FROM PROCTOR.
 CA0003'ABOUT 1.1 MILES SOUTH ALONG F.M. HIGHWAY 1476 FROM THE JUNCTION OF
 CA0003'U.S. HIGHWAY 377 AND F.M. HIGHWAY 1476 IN PROCTOR TO A SIDE ROAD AT A
 CA0003'RAILROAD CROSSING, THENCE CROSS OVER TRACK, CONTINUE SOUTH ALONG THE
 CA0003'A.T. AND SANTA FE RAILWAY 0.55 MILE TO SITE OF BENCH MARK, 0.2 MILE
 CA0003'NORTHEAST OF MILEPOST 97, 300 YARDS EAST OF A FARM HOUSE, 53 FEET
 CA0003'NORTHWEST OF THE NORTHWEST RAILROAD TRACK, ABOUT 100 YARDS SOUTHWEST
 CA0003'OF A RAILROAD BRIDGE, AND 1 FOOT SOUTH OF A METAL WITNESS.  A C AND GS
 CA0003'DISK SET IN A 10 X 10 IN. CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 CA0003'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2165 ***********************************************************************
 CS2165  DESIGNATION -  L 283
 CS2165  PID         -  CS2165
 CS2165  STATE/COUNTY-  TX/ERATH
 CS2165  USGS QUAD   -  PALUXY (1979)
 CS2165
 CS2165                         *CURRENT SURVEY CONTROL
 CS2165  ___________________________________________________________________
 CS2165* NAD 83(1986)-  32 20 26.     (N)    097 59 18.     (W)     SCALED    
 CS2165* NAVD 88     -       263.591  (meters)     864.80   (feet)  ADJUSTED  
 CS2165  ___________________________________________________________________
 CS2165  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CS2165  DYNAMIC HT  -         263.264 (meters)     863.73  (feet)  COMP
 CS2165  MODELED GRAV-     979,394.6   (mgal)                       NAVD 88
 CS2165
 CS2165  VERT ORDER  -  SECOND    CLASS 0
 CS2165
 CS2165.The horizontal coordinates were scaled from a topographic map and have
 CS2165.an estimated accuracy of +/- 6 seconds.
 CS2165
 CS2165.The orthometric height was determined by differential leveling
 CS2165.and adjusted by the National Geodetic Survey in June 1991..
 CS2165
 CS2165.The geoid height was determined by GEOID03.
 CS2165
 CS2165.The dynamic height is computed by dividing the NAVD 88
 CS2165.geopotential number by the normal gravity value computed on the
 CS2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2165.degrees latitude (g = 980.6199 gals.).
 CS2165
 CS2165.The modeled gravity was interpolated from observed gravity values.
 CS2165
 CS2165;                    North         East    Units  Estimated Accuracy
 CS2165;SPC TXNC     - 2,074,850.      648,170.      MT  (+/- 180 meters Scaled)
 CS2165
 CS2165                          SUPERSEDED SURVEY CONTROL
 CS2165
 CS2165  NGVD 29 (??/??/92)  263.54   (m)          864.6    (f) COMPUTED    2 0
 CS2165
 CS2165.Superseded values are not recommended for survey control.
 CS2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2165.See file dsdata.txt to determine how the superseded data were derived.
 CS2165
 CS2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNA952786(NAD 83)
 CS2165_MARKER: DB = BENCH MARK DISK
 CS2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2165_STAMPING: L 283 1934
 CS2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2165+STABILITY: SURFACE MOTION
 CS2165
 CS2165  HISTORY     - Date     Condition        Report By
 CS2165  HISTORY     - 1934     MONUMENTED       CGS
 CS2165  HISTORY     - 1966     GOOD             NGS
 CS2165  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 CS2165
 CS2165                          STATION DESCRIPTION
 CS2165
 CS2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS2165'2.1 MI SE FROM BLUFFDALE.
 CS2165'ABOUT 2.1 MILES SOUTHEAST ALONG THE A. T. AND SANTA FE RAILWAY FROM A
 CS2165'RAILROAD SIGN POST WHERE THE OLD DEPOT WAS IN BLUFFDALE.  TO REACH
 CS2165'FROM THE POST OFFICE IN BLUFFDALE, GO EAST ON U. S. HIGHWAY 377 FOR
 CS2165'1.3 MILES TO A ROAD ON THE RIGHT.  TURN RIGHT, SOUTHEAST, GO 1.9 MILES
 CS2165'TO A RAILROAD CROSSING.  TURN RIGHT, ALONG THE TRACK, GO 0.3 MILE TO
 CS2165'SITE OF BENCH MARK, 67 FEET NORTHEAST OF THE CENTER OF TRACKS, ABOUT
 CS2165'200 YARDS SOUTHWEST OF A FARM HOUSE, 100 YARDS NORTH OF MILE POST 53,
 CS2165'AND 4 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A C AND GS DISK SET
 CS2165'IN A 10 X 10 IN. CONCRETE POST FLUSH WITH SURFACE OF THE GROUND.
 CS2165
 CS2165                          STATION RECOVERY (1995)
 CS2165
 CS2165'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS2165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0344 ***********************************************************************
 CA0344  DESIGNATION -  L 284
 CA0344  PID         -  CA0344
 CA0344  STATE/COUNTY-  TX/COMANCHE
 CA0344  USGS QUAD   -  NEWBURG (1969)
 CA0344
 CA0344                         *CURRENT SURVEY CONTROL
 CA0344  ___________________________________________________________________
 CA0344* NAD 83(1986)-  31 51 28.     (N)    098 30 59.     (W)     SCALED    
 CA0344* NAVD 88     -       408.719  (meters)    1340.94   (feet)  ADJUSTED  
 CA0344  ___________________________________________________________________
 CA0344  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CA0344  DYNAMIC HT  -         408.196 (meters)    1339.22  (feet)  COMP
 CA0344  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 CA0344
 CA0344  VERT ORDER  -  SECOND    CLASS 0
 CA0344
 CA0344.The horizontal coordinates were scaled from a topographic map and have
 CA0344.an estimated accuracy of +/- 6 seconds.
 CA0344
 CA0344.The orthometric height was determined by differential leveling
 CA0344.and adjusted by the National Geodetic Survey in June 1991..
 CA0344
 CA0344.The geoid height was determined by GEOID03.
 CA0344
 CA0344.The dynamic height is computed by dividing the NAVD 88
 CA0344.geopotential number by the normal gravity value computed on the
 CA0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0344.degrees latitude (g = 980.6199 gals.).
 CA0344
 CA0344.The modeled gravity was interpolated from observed gravity values.
 CA0344
 CA0344;                    North         East    Units  Estimated Accuracy
 CA0344;SPC TX C     - 3,244,310.      871,940.      MT  (+/- 180 meters Scaled)
 CA0344
 CA0344                          SUPERSEDED SURVEY CONTROL
 CA0344
 CA0344  NGVD 29 (??/??/92)  408.641  (m)         1340.68   (f) ADJ UNCH    2 0
 CA0344
 CA0344.Superseded values are not recommended for survey control.
 CA0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0344.See file dsdata.txt to determine how the superseded data were derived.
 CA0344
 CA0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA457247(NAD 83)
 CA0344_MARKER: DB = BENCH MARK DISK
 CA0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0344_STAMPING: L 284 1934
 CA0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0344+STABILITY: SURFACE MOTION
 CA0344
 CA0344  HISTORY     - Date     Condition        Report By
 CA0344  HISTORY     - 1934     MONUMENTED       CGS
 CA0344
 CA0344                          STATION DESCRIPTION
 CA0344
 CA0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CA0344'7.3 MI SE FROM COMANCHE.
 CA0344'7.3 MILES SE OF AND ALONG STATE HWY 36 181 YARDS SE OF AND ACROSS ROAD
 CA0344'FROM A FARM HOUSE.  31 FEET E OF A LOG CATTLE GUARD AND A ROAD RUNNING
 CA0344'S OFF HIGHWAY.  54 FEET S OF CENTER OF HIGHWAY.  2 FEET S OF R/W
 CA0344'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0129 ***********************************************************************
 CA0129  DESIGNATION -  L 285
 CA0129  PID         -  CA0129
 CA0129  STATE/COUNTY-  TX/LAMPASAS
 CA0129  USGS QUAD   -  EVANT (1979)
 CA0129
 CA0129                         *CURRENT SURVEY CONTROL
 CA0129  ___________________________________________________________________
 CA0129* NAD 83(1986)-  31 23 03.     (N)    098 10 32.     (W)     SCALED    
 CA0129* NAVD 88     -       363.534  (meters)    1192.69   (feet)  ADJUSTED  
 CA0129  ___________________________________________________________________
 CA0129  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CA0129  DYNAMIC HT  -         363.052 (meters)    1191.11  (feet)  COMP
 CA0129  MODELED GRAV-     979,305.0   (mgal)                       NAVD 88
 CA0129
 CA0129  VERT ORDER  -  SECOND    CLASS 0
 CA0129
 CA0129.The horizontal coordinates were scaled from a topographic map and have
 CA0129.an estimated accuracy of +/- 6 seconds.
 CA0129
 CA0129.The orthometric height was determined by differential leveling
 CA0129.and adjusted by the National Geodetic Survey in June 1991..
 CA0129
 CA0129.The geoid height was determined by GEOID03.
 CA0129
 CA0129.The dynamic height is computed by dividing the NAVD 88
 CA0129.geopotential number by the normal gravity value computed on the
 CA0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0129.degrees latitude (g = 980.6199 gals.).
 CA0129
 CA0129.The modeled gravity was interpolated from observed gravity values.
 CA0129
 CA0129;                    North         East    Units  Estimated Accuracy
 CA0129;SPC TX C     - 3,192,390.      905,210.      MT  (+/- 180 meters Scaled)
 CA0129
 CA0129                          SUPERSEDED SURVEY CONTROL
 CA0129
 CA0129  NGVD 29 (??/??/92)  363.436  (m)         1192.37   (f) ADJ UNCH    2 0
 CA0129
 CA0129.Superseded values are not recommended for survey control.
 CA0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0129.See file dsdata.txt to determine how the superseded data were derived.
 CA0129
 CA0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV783724(NAD 83)
 CA0129_MARKER: DB = BENCH MARK DISK
 CA0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0129_STAMPING: L 285 1934
 CA0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0129+STABILITY: SURFACE MOTION
 CA0129
 CA0129  HISTORY     - Date     Condition        Report By
 CA0129  HISTORY     - 1934     MONUMENTED       CGS
 CA0129  HISTORY     - 1954     MARK NOT FOUND   USGS
 CA0129
 CA0129                          STATION DESCRIPTION
 CA0129
 CA0129'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 CA0129'6.4 MI S FROM EVANT.
 CA0129'IN LAMPASAS COUNTY, 6.4 MILES SOUTH ALONG U. S. HIGHWAY 281 FROM A
 CA0129'SCHOOL AT EVANT, CORYELL COUNTY, 108 YARDS SOUTH OF A CONCRETE
 CA0129'CULVERT, 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A CORNER OF
 CA0129'THE RIGHT-OF-WAY FENCE, AT THE FENCE, AND SET IN THE TOP OF A CONCRETE
 CA0129'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0354 ***********************************************************************
 DM0354  DESIGNATION -  L 286
 DM0354  PID         -  DM0354
 DM0354  STATE/COUNTY-  TX/RED RIVER
 DM0354  USGS QUAD   -  ANNONA (1950)
 DM0354
 DM0354                         *CURRENT SURVEY CONTROL
 DM0354  ___________________________________________________________________
 DM0354* NAD 83(1986)-  33 35 30.     (N)    094 57 00.     (W)     SCALED    
 DM0354* NAVD 88     -       120.988  (meters)     396.94   (feet)  ADJUSTED  
 DM0354  ___________________________________________________________________
 DM0354  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DM0354  DYNAMIC HT  -         120.862 (meters)     396.53  (feet)  COMP
 DM0354  MODELED GRAV-     979,588.1   (mgal)                       NAVD 88
 DM0354
 DM0354  VERT ORDER  -  SECOND    CLASS 0
 DM0354
 DM0354.The horizontal coordinates were scaled from a topographic map and have
 DM0354.an estimated accuracy of +/- 6 seconds.
 DM0354
 DM0354.The orthometric height was determined by differential leveling
 DM0354.and adjusted by the National Geodetic Survey in June 1991..
 DM0354
 DM0354.The geoid height was determined by GEOID03.
 DM0354
 DM0354.The dynamic height is computed by dividing the NAVD 88
 DM0354.geopotential number by the normal gravity value computed on the
 DM0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0354.degrees latitude (g = 980.6199 gals.).
 DM0354
 DM0354.The modeled gravity was interpolated from observed gravity values.
 DM0354
 DM0354;                    North         East    Units  Estimated Accuracy
 DM0354;SPC TXNC     - 2,219,030.      929,440.      MT  (+/- 180 meters Scaled)
 DM0354
 DM0354                          SUPERSEDED SURVEY CONTROL
 DM0354
 DM0354  NGVD 29 (??/??/92)  120.985  (m)          396.93   (f) ADJ UNCH    2 0
 DM0354
 DM0354.Superseded values are not recommended for survey control.
 DM0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0354.See file dsdata.txt to determine how the superseded data were derived.
 DM0354
 DM0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT190185(NAD 83)
 DM0354_MARKER: DB = BENCH MARK DISK
 DM0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0354_STAMPING: L 286 1934
 DM0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0354+STABILITY: SURFACE MOTION
 DM0354
 DM0354  HISTORY     - Date     Condition        Report By
 DM0354  HISTORY     - 1934     MONUMENTED       CGS
 DM0354  HISTORY     - 1949     POOR             USGS
 DM0354
 DM0354                          STATION DESCRIPTION
 DM0354
 DM0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0354'2.1 MI W FROM ANNONA.
 DM0354'2.1 MI W OF AND ALONG THE T P R R ABOUT 250 YARDS E OF MILE POST 55.
 DM0354'43 FEET S OF CENTER OF TRACK.  6 FEET N OF R/W FENCE.
 DM0354
 DM0354                          STATION RECOVERY (1949)
 DM0354
 DM0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DM0354'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0799 ***********************************************************************
 CR0799  DESIGNATION -  L 287
 CR0799  PID         -  CR0799
 CR0799  STATE/COUNTY-  TX/WOOD
 CR0799  USGS QUAD   -  GOLDEN (1981)
 CR0799
 CR0799                         *CURRENT SURVEY CONTROL
 CR0799  ___________________________________________________________________
 CR0799* NAD 83(1986)-  32 40 11.     (N)    095 31 06.     (W)     SCALED    
 CR0799* NAVD 88     -       118.258  (meters)     387.98   (feet)  ADJUSTED  
 CR0799  ___________________________________________________________________
 CR0799  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CR0799  DYNAMIC HT  -         118.124 (meters)     387.55  (feet)  COMP
 CR0799  MODELED GRAV-     979,503.5   (mgal)                       NAVD 88
 CR0799
 CR0799  VERT ORDER  -  FIRST     CLASS II
 CR0799
 CR0799.The horizontal coordinates were scaled from a topographic map and have
 CR0799.an estimated accuracy of +/- 6 seconds.
 CR0799
 CR0799.The orthometric height was determined by differential leveling
 CR0799.and adjusted by the National Geodetic Survey in June 1991..
 CR0799
 CR0799.The geoid height was determined by GEOID03.
 CR0799
 CR0799.The dynamic height is computed by dividing the NAVD 88
 CR0799.geopotential number by the normal gravity value computed on the
 CR0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0799.degrees latitude (g = 980.6199 gals.).
 CR0799
 CR0799.The modeled gravity was interpolated from observed gravity values.
 CR0799
 CR0799;                    North         East    Units  Estimated Accuracy
 CR0799;SPC TXNC     - 2,115,200.      879,610.      MT  (+/- 180 meters Scaled)
 CR0799
 CR0799                          SUPERSEDED SURVEY CONTROL
 CR0799
 CR0799  NGVD 29 (??/??/92)  118.283  (m)          388.07   (f) ADJ UNCH    1 2
 CR0799
 CR0799.Superseded values are not recommended for survey control.
 CR0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0799.See file dsdata.txt to determine how the superseded data were derived.
 CR0799
 CR0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS638174(NAD 83)
 CR0799_MARKER: DB = BENCH MARK DISK
 CR0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CR0799_SP_SET: FOOTING
 CR0799_STAMPING: L 287 1934
 CR0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CR0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CR0799+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2005
 CR0799
 CR0799  HISTORY     - Date     Condition        Report By
 CR0799  HISTORY     - 1934     MONUMENTED       CGS
 CR0799  HISTORY     - 1959     GOOD             NGS
 CR0799  HISTORY     - 19950809 GOOD             USPSQD
 CR0799  HISTORY     - 20040605 GOOD             USPSQD
 CR0799  HISTORY     - 20050711 GOOD             USPSQD
 CR0799
 CR0799                          STATION DESCRIPTION
 CR0799
 CR0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CR0799'1.9 MI W FROM MINEOLA.
 CR0799'ABOUT 1.9 MILES WEST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CR0799'STATION AT MINEOLA, IN THE TOP OF THE SOUTHWEST CORNER OF THE MOST
 CR0799'WESTERLY ONE OF 6 CONCRETE FOOTINGS OF THE RAILROAD WATER TOWER, 200
 CR0799'FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE BRICK PORTION OF A
 CR0799'LARGE SHOP BUILDING, AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
 CR0799
 CR0799                          STATION RECOVERY (1995)
 CR0799
 CR0799'RECOVERY NOTE BY US POWER SQUADRON 1995
 CR0799'RECOVERED IN GOOD CONDITION.
 CR0799
 CR0799                          STATION RECOVERY (2004)
 CR0799
 CR0799'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 CR0799'RECOVERED IN GOOD CONDITION.
 CR0799
 CR0799                          STATION RECOVERY (2005)
 CR0799
 CR0799'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 CR0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DM0467 ***********************************************************************
 DM0467  DESIGNATION -  L 288
 DM0467  PID         -  DM0467
 DM0467  STATE/COUNTY-  TX/HUNT
 DM0467  USGS QUAD   -  COMMERCE SOUTH (1964)
 DM0467
 DM0467                         *CURRENT SURVEY CONTROL
 DM0467  ___________________________________________________________________
 DM0467* NAD 83(1986)-  33 09 02.     (N)    095 57 13.     (W)     SCALED    
 DM0467* NAVD 88     -       178.388  (meters)     585.26   (feet)  ADJUSTED  
 DM0467  ___________________________________________________________________
 DM0467  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 DM0467  DYNAMIC HT  -         178.194 (meters)     584.62  (feet)  COMP
 DM0467  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 DM0467
 DM0467  VERT ORDER  -  SECOND    CLASS 0
 DM0467
 DM0467.The horizontal coordinates were scaled from a topographic map and have
 DM0467.an estimated accuracy of +/- 6 seconds.
 DM0467
 DM0467.The orthometric height was determined by differential leveling
 DM0467.and adjusted by the National Geodetic Survey in June 1991..
 DM0467
 DM0467.The geoid height was determined by GEOID03.
 DM0467
 DM0467.The dynamic height is computed by dividing the NAVD 88
 DM0467.geopotential number by the normal gravity value computed on the
 DM0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM0467.degrees latitude (g = 980.6199 gals.).
 DM0467
 DM0467.The modeled gravity was interpolated from observed gravity values.
 DM0467
 DM0467;                    North         East    Units  Estimated Accuracy
 DM0467;SPC TXNC     - 2,167,430.      837,510.      MT  (+/- 180 meters Scaled)
 DM0467
 DM0467                          SUPERSEDED SURVEY CONTROL
 DM0467
 DM0467  NGVD 29 (??/??/92)  178.372  (m)          585.21   (f) ADJ UNCH    2 0
 DM0467
 DM0467.Superseded values are not recommended for survey control.
 DM0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0467.See file dsdata.txt to determine how the superseded data were derived.
 DM0467
 DM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STS245718(NAD 83)
 DM0467_MARKER: DB = BENCH MARK DISK
 DM0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DM0467_STAMPING: L 288 1934
 DM0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0467+STABILITY: SURFACE MOTION
 DM0467
 DM0467  HISTORY     - Date     Condition        Report By
 DM0467  HISTORY     - 1934     MONUMENTED       CGS
 DM0467  HISTORY     - 1942     GOOD             NGS
 DM0467  HISTORY     - 19940418 MARK NOT FOUND   USPSQD
 DM0467
 DM0467                          STATION DESCRIPTION
 DM0467
 DM0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DM0467'IN CAMPBELL.
 DM0467'AT CAMPBELL AND ALONG THE L AND A R R ABOUT 400 YARDS W OF THE
 DM0467'STATION.  72 YARDS SE OF THE SCHOOL BUILDING.  AND AT A ROAD CROSSING.
 DM0467'25 FEET NE OF CENTER OF MAIN TRACK.  15 FEET SW OF A LARGE POST OAK
 DM0467'TREE.
 DM0467
 DM0467                          STATION RECOVERY (1942)
 DM0467
 DM0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 DM0467'RECOVERED IN GOOD CONDITION.
 DM0467
 DM0467                          STATION RECOVERY (1994)
 DM0467
 DM0467'RECOVERY NOTE BY US POWER SQUADRON 1994
 DM0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1058 ***********************************************************************
 CS1058  DESIGNATION -  L 289
 CS1058  PID         -  CS1058
 CS1058  STATE/COUNTY-  TX/DALLAS
 CS1058  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1058
 CS1058                         *CURRENT SURVEY CONTROL
 CS1058  ___________________________________________________________________
 CS1058* NAD 83(1986)-  32 46 43.     (N)    096 43 02.     (W)     SCALED    
 CS1058* NAVD 88     -       138.700  (meters)     455.05   (feet)  ADJUSTED  
 CS1058  ___________________________________________________________________
 CS1058  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CS1058  DYNAMIC HT  -         138.543 (meters)     454.54  (feet)  COMP
 CS1058  MODELED GRAV-     979,505.5   (mgal)                       NAVD 88
 CS1058
 CS1058  VERT ORDER  -  FIRST     CLASS II
 CS1058
 CS1058.The horizontal coordinates were scaled from a topographic map and have
 CS1058.an estimated accuracy of +/- 6 seconds.
 CS1058
 CS1058.The orthometric height was determined by differential leveling
 CS1058.and adjusted by the National Geodetic Survey in June 1991..
 CS1058
 CS1058.The geoid height was determined by GEOID03.
 CS1058
 CS1058.The dynamic height is computed by dividing the NAVD 88
 CS1058.geopotential number by the normal gravity value computed on the
 CS1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1058.degrees latitude (g = 980.6199 gals.).
 CS1058
 CS1058.The modeled gravity was interpolated from observed gravity values.
 CS1058
 CS1058;                    North         East    Units  Estimated Accuracy
 CS1058;SPC TXNC     - 2,124,720.      766,990.      MT  (+/- 180 meters Scaled)
 CS1058
 CS1058                          SUPERSEDED SURVEY CONTROL
 CS1058
 CS1058  NGVD 29 (??/??/92)  138.705  (m)          455.07   (f) ADJ UNCH    1 2
 CS1058
 CS1058.Superseded values are not recommended for survey control.
 CS1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1058.See file dsdata.txt to determine how the superseded data were derived.
 CS1058
 CS1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB138290(NAD 83)
 CS1058_MARKER: DB = BENCH MARK DISK
 CS1058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CS1058_SP_SET: OVERPASS
 CS1058_STAMPING: L 289 1934
 CS1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS1058
 CS1058  HISTORY     - Date     Condition        Report By
 CS1058  HISTORY     - 1934     MONUMENTED       CGS
 CS1058  HISTORY     - 1958     GOOD             NGS
 CS1058
 CS1058                          STATION DESCRIPTION
 CS1058
 CS1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CS1058'6.3 MI E FROM DALLAS.
 CS1058'ABOUT 6.3 MILES EAST FROM THE COURT HOUSE IN DALLAS, ALONG THE T. AND
 CS1058'P.R.R., AT THE TOP OF EAST END OF THE SOUTH HEADWALL OF THE RAILROAD
 CS1058'OVERPASS OVER MILITARY PARKWAY.  IT IS NOW ABOUT 1 BLOCK NORTH OF THE
 CS1058'NEW EXPRESSWAY FROM DALLAS TO MESQUITE, HIGHWAY NO.352 AND IS ABOUT
 CS1058'0.3 MILE EAST OF THE EXPRESSWAY OVERPASS, AND IS 6 FEET SOUTH OF THE
 CS1058'SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0350 ***********************************************************************
 AZ0350  DESIGNATION -  L 29
 AZ0350  PID         -  AZ0350
 AZ0350  STATE/COUNTY-  TX/VAL VERDE
 AZ0350  USGS QUAD   -  PUMPVILLE (1980)
 AZ0350
 AZ0350                         *CURRENT SURVEY CONTROL
 AZ0350  ___________________________________________________________________
 AZ0350* NAD 83(1986)-  29 55 03.     (N)    101 40 51.     (W)     SCALED    
 AZ0350* NAVD 88     -       497.543  (meters)    1632.36   (feet)  POSTED    
 AZ0350  ___________________________________________________________________
 AZ0350  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 AZ0350  DYNAMIC HT  -         496.800 (meters)    1629.92  (feet)  COMP
 AZ0350  MODELED GRAV-     979,132.2   (mgal)                       NAVD 88
 AZ0350
 AZ0350  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0350
 AZ0350.The horizontal coordinates were scaled from a topographic map and have
 AZ0350.an estimated accuracy of +/- 6 seconds.
 AZ0350
 AZ0350.The orthometric height was determined by differential leveling
 AZ0350.and adjusted by the National Geodetic Survey in 1992..
 AZ0350.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0350.rate of 0.0 thru 1.0 mm/km.
 AZ0350
 AZ0350.The geoid height was determined by GEOID03.
 AZ0350
 AZ0350.The dynamic height is computed by dividing the NAVD 88
 AZ0350.geopotential number by the normal gravity value computed on the
 AZ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0350.degrees latitude (g = 980.6199 gals.).
 AZ0350
 AZ0350.The modeled gravity was interpolated from observed gravity values.
 AZ0350
 AZ0350;                    North         East    Units  Estimated Accuracy
 AZ0350;SPC TXSC     - 4,233,950.      341,170.      MT  (+/- 180 meters Scaled)
 AZ0350
 AZ0350                          SUPERSEDED SURVEY CONTROL
 AZ0350
 AZ0350.No superseded survey control is available for this station.
 AZ0350
 AZ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU411126(NAD 83)
 AZ0350_MARKER: DB = BENCH MARK DISK
 AZ0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0350_SP_SET: ABUTMENT
 AZ0350_STAMPING: ELEV. 1631.99 FT L 29 1917
 AZ0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0350
 AZ0350  HISTORY     - Date     Condition        Report By
 AZ0350  HISTORY     - 1917     MONUMENTED       CGS
 AZ0350  HISTORY     - 1958     MARK NOT FOUND   NGS
 AZ0350
 AZ0350                          STATION DESCRIPTION
 AZ0350
 AZ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0350'1.2 MI W FROM HIJITO.
 AZ0350'ABOUT 0.3 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0350'HIJITO, VAL VERDE COUNTY, MIDWAY BETWEEN THE FOURTH AND FIFTH POLES
 AZ0350'EAST OF MILEPOST 458, ON THE EAST ABUTMENT OF BRIDGE 457-E, AND 6 FEET
 AZ0350'SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED ELEV. 1,631.99 FT L 29
 AZ0350'1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DO0122 ***********************************************************************
 DO0122  DESIGNATION -  L 290 RESET 1957
 DO0122  PID         -  DO0122
 DO0122  STATE/COUNTY-  TX/JACK
 DO0122  USGS QUAD   -  DARNELL BRANCH (1964)
 DO0122
 DO0122                         *CURRENT SURVEY CONTROL
 DO0122  ___________________________________________________________________
 DO0122* NAD 83(1986)-  33 27 09.     (N)    098 24 17.     (W)     SCALED    
 DO0122* NAVD 88     -       314.235  (meters)    1030.95   (feet)  ADJUSTED  
 DO0122  ___________________________________________________________________
 DO0122  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DO0122  DYNAMIC HT  -         313.877 (meters)    1029.78  (feet)  COMP
 DO0122  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 DO0122
 DO0122  VERT ORDER  -  SECOND    CLASS 0
 DO0122
 DO0122.The horizontal coordinates were scaled from a topographic map and have
 DO0122.an estimated accuracy of +/- 6 seconds.
 DO0122
 DO0122.The orthometric height was determined by differential leveling
 DO0122.and adjusted by the National Geodetic Survey in June 1991..
 DO0122
 DO0122.The geoid height was determined by GEOID03.
 DO0122
 DO0122.The dynamic height is computed by dividing the NAVD 88
 DO0122.geopotential number by the normal gravity value computed on the
 DO0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO0122.degrees latitude (g = 980.6199 gals.).
 DO0122
 DO0122.The modeled gravity was interpolated from observed gravity values.
 DO0122
 DO0122;                    North         East    Units  Estimated Accuracy
 DO0122;SPC TXNC     - 2,198,040.      608,860.      MT  (+/- 180 meters Scaled)
 DO0122
 DO0122                          SUPERSEDED SURVEY CONTROL
 DO0122
 DO0122  NGVD 29 (??/??/92)  314.167  (m)         1030.73   (f) ADJ UNCH    2 0
 DO0122
 DO0122.Superseded values are not recommended for survey control.
 DO0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO0122.See file dsdata.txt to determine how the superseded data were derived.
 DO0122
 DO0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNC553016(NAD 83)
 DO0122_MARKER: DB = BENCH MARK DISK
 DO0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DO0122_STAMPING: L 290 1957 RESET
 DO0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO0122+STABILITY: SURFACE MOTION
 DO0122
 DO0122  HISTORY     - Date     Condition        Report By
 DO0122  HISTORY     - 1957     MONUMENTED       CGS
 DO0122  HISTORY     - 1961     GOOD             NGS
 DO0122  HISTORY     - 20010325 GOOD             USPSQD
 DO0122
 DO0122                          STATION DESCRIPTION
 DO0122
 DO0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DO0122'2.4 MI NW FROM ANTELOPE.
 DO0122'ABOUT 1.8 MILES NORTHWEST ALONG BUSINESS LOOP 187 FROM THE POST OFFICE
 DO0122'AT ANTELOPE, THENCE 0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 281, ABOUT
 DO0122'0.1 MILE NORTHWEST OF AN OIL WELL, AT A POINT WHERE A POWER LINE
 DO0122'CROSSES OVER THE HIGHWAY, 72 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DO0122'HIGHWAY, 1 FOOT SOUTHWEST OF A CORNER FENCE POST, 1 FOOT SOUTHWEST OF
 DO0122'A FENCE, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 DO0122'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DO0122'PROJECTING 2 INCHES.
 DO0122
 DO0122                          STATION RECOVERY (2001)
 DO0122
 DO0122'RECOVERY NOTE BY US POWER SQUADRON 2001 (JB)
 DO0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0096 ***********************************************************************
 CT0096  DESIGNATION -  L 291
 CT0096  PID         -  CT0096
 CT0096  STATE/COUNTY-  TX/PALO PINTO
 CT0096  USGS QUAD   -  WHITT (1984)
 CT0096
 CT0096                         *CURRENT SURVEY CONTROL
 CT0096  ___________________________________________________________________
 CT0096* NAD 83(1986)-  32 55 12.     (N)    098 05 30.     (W)     SCALED    
 CT0096* NAVD 88     -       313.965  (meters)    1030.07   (feet)  ADJUSTED  
 CT0096  ___________________________________________________________________
 CT0096  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CT0096  DYNAMIC HT  -         313.582 (meters)    1028.81  (feet)  COMP
 CT0096  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 CT0096
 CT0096  VERT ORDER  -  SECOND    CLASS 0
 CT0096
 CT0096.The horizontal coordinates were scaled from a topographic map and have
 CT0096.an estimated accuracy of +/- 6 seconds.
 CT0096
 CT0096.The orthometric height was determined by differential leveling
 CT0096.and adjusted by the National Geodetic Survey in June 1991..
 CT0096
 CT0096.The geoid height was determined by GEOID03.
 CT0096
 CT0096.The dynamic height is computed by dividing the NAVD 88
 CT0096.geopotential number by the normal gravity value computed on the
 CT0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0096.degrees latitude (g = 980.6199 gals.).
 CT0096
 CT0096.The modeled gravity was interpolated from observed gravity values.
 CT0096
 CT0096;                    North         East    Units  Estimated Accuracy
 CT0096;SPC TXNC     - 2,139,060.      638,190.      MT  (+/- 180 meters Scaled)
 CT0096
 CT0096                          SUPERSEDED SURVEY CONTROL
 CT0096
 CT0096  NGVD 29 (??/??/92)  313.87   (m)         1029.8    (f) COMPUTED    2 0
 CT0096
 CT0096.Superseded values are not recommended for survey control.
 CT0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0096.See file dsdata.txt to determine how the superseded data were derived.
 CT0096
 CT0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNB849427(NAD 83)
 CT0096_MARKER: DB = BENCH MARK DISK
 CT0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CT0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CT0096_STAMPING: L 291 1934
 CT0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CT0096+STABILITY: SURFACE MOTION
 CT0096
 CT0096  HISTORY     - Date     Condition        Report By
 CT0096  HISTORY     - 1934     MONUMENTED       CGS
 CT0096  HISTORY     - 1950     MARK NOT FOUND   NGS
 CT0096  HISTORY     - 1958     MARK NOT FOUND   USGS
 CT0096  HISTORY     - 19980822 MARK NOT FOUND   USPSQD
 CT0096  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 CT0096
 CT0096                          STATION DESCRIPTION
 CT0096
 CT0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CT0096'0.8 MI N FROM SALESVILLE.
 CT0096'SALESVILLE, 0.8 MILE NORTH OF.  36 FEET EAST OF THE TRACK.  CLOSE TO
 CT0096'INTERSECTION OF FENCE LINES.  25 FEET SOUTH OF CENTER OF SECONDARY
 CT0096'ROAD CROSSING AT THIS POINT.  NOTE-- THE RAILWAY LINE HAS BEEN REMOVED
 CT0096'AND THE DIRT ROAD IS NOW A PAVED HIGHWAY.
 CT0096
 CT0096                          STATION RECOVERY (1958)
 CT0096
 CT0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CT0096'MARK NOT FOUND.
 CT0096
 CT0096                          STATION RECOVERY (1998)
 CT0096
 CT0096'RECOVERY NOTE BY US POWER SQUADRON 1998
 CT0096'MARK NOT FOUND.
 CT0096
 CT0096                          STATION RECOVERY (2005)
 CT0096
 CT0096'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLC)
 CT0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ1022 ***********************************************************************
 BZ1022  DESIGNATION -  L 292
 BZ1022  PID         -  BZ1022
 BZ1022  STATE/COUNTY-  TX/BOSQUE
 BZ1022  USGS QUAD   -  CLIFTON (1979)
 BZ1022
 BZ1022                         *CURRENT SURVEY CONTROL
 BZ1022  ___________________________________________________________________
 BZ1022* NAD 83(1986)-  31 49 52.     (N)    097 35 37.     (W)     SCALED    
 BZ1022* NAVD 88     -       206.943  (meters)     678.95   (feet)  ADJUSTED  
 BZ1022  ___________________________________________________________________
 BZ1022  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BZ1022  DYNAMIC HT  -         206.682 (meters)     678.09  (feet)  COMP
 BZ1022  MODELED GRAV-     979,372.2   (mgal)                       NAVD 88
 BZ1022
 BZ1022  VERT ORDER  -  SECOND    CLASS 0
 BZ1022
 BZ1022.The horizontal coordinates were scaled from a topographic map and have
 BZ1022.an estimated accuracy of +/- 6 seconds.
 BZ1022
 BZ1022.The orthometric height was determined by differential leveling
 BZ1022.and adjusted by the National Geodetic Survey in June 1991..
 BZ1022
 BZ1022.The geoid height was determined by GEOID03.
 BZ1022
 BZ1022.The dynamic height is computed by dividing the NAVD 88
 BZ1022.geopotential number by the normal gravity value computed on the
 BZ1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ1022.degrees latitude (g = 980.6199 gals.).
 BZ1022
 BZ1022.The modeled gravity was interpolated from observed gravity values.
 BZ1022
 BZ1022;                    North         East    Units  Estimated Accuracy
 BZ1022;SPC TX C     - 3,243,140.      959,330.      MT  (+/- 180 meters Scaled)
 BZ1022
 BZ1022                          SUPERSEDED SURVEY CONTROL
 BZ1022
 BZ1022  NGVD 29 (??/??/92)  206.906  (m)          678.82   (f) ADJ UNCH    2 0
 BZ1022
 BZ1022.Superseded values are not recommended for survey control.
 BZ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ1022.See file dsdata.txt to determine how the superseded data were derived.
 BZ1022
 BZ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA330225(NAD 83)
 BZ1022_MARKER: DB = BENCH MARK DISK
 BZ1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ1022_STAMPING: L 292 1934
 BZ1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ1022+STABILITY: SURFACE MOTION
 BZ1022
 BZ1022  HISTORY     - Date     Condition        Report By
 BZ1022  HISTORY     - 1934     MONUMENTED       CGS
 BZ1022  HISTORY     - 1966     MARK NOT FOUND   NGS
 BZ1022
 BZ1022                          STATION DESCRIPTION
 BZ1022
 BZ1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BZ1022'3.6 MI N FROM CLIFTON.
 BZ1022'ABOUT 3.6 MILES NORTH ALONG THE GULF, COLORADO AND SANTA FE RAILWAY
 BZ1022'FROM THE STATION AT CLIFTON, BOSQUE COUNTY, ABOUT 110 FEET SOUTHEAST
 BZ1022'OF MILEPOST 274, AT A DEEP CUT, 42 FEET EAST OF THE CENTER LINE OF THE
 BZ1022'TRACK, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 BZ1022'STAMPED L 292 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 BZ1022'DEEP CUT APPEARS TO HAVE BEEN WIDENED AND THE TRACKS HAVE BEEN REBUILT
 BZ1022'AT THE SITE OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2103 ***********************************************************************
 CS2103  DESIGNATION -  L 293
 CS2103  PID         -  CS2103
 CS2103  STATE/COUNTY-  TX/JOHNSON
 CS2103  USGS QUAD   -  CLEBURNE EAST (1978)
 CS2103
 CS2103                         *CURRENT SURVEY CONTROL
 CS2103  ___________________________________________________________________
 CS2103* NAD 83(1986)-  32 21 37.     (N)    097 21 06.     (W)     SCALED    
 CS2103* NAVD 88     -       240.181  (meters)     787.99   (feet)  ADJUSTED  
 CS2103  ___________________________________________________________________
 CS2103  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CS2103  DYNAMIC HT  -         239.889 (meters)     787.04  (feet)  COMP
 CS2103  MODELED GRAV-     979,420.9   (mgal)                       NAVD 88
 CS2103
 CS2103  VERT ORDER  -  SECOND    CLASS 0
 CS2103
 CS2103.The horizontal coordinates were scaled from a topographic map and have
 CS2103.an estimated accuracy of +/- 6 seconds.
 CS2103
 CS2103.The orthometric height was determined by differential leveling
 CS2103.and adjusted by the National Geodetic Survey in June 1991..
 CS2103
 CS2103.The geoid height was determined by GEOID03.
 CS2103
 CS2103.The dynamic height is computed by dividing the NAVD 88
 CS2103.geopotential number by the normal gravity value computed on the
 CS2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2103.degrees latitude (g = 980.6199 gals.).
 CS2103
 CS2103.The modeled gravity was interpolated from observed gravity values.
 CS2103
 CS2103;                    North         East    Units  Estimated Accuracy
 CS2103;SPC TXNC     - 2,077,510.      708,080.      MT  (+/- 180 meters Scaled)
 CS2103
 CS2103                          SUPERSEDED SURVEY CONTROL
 CS2103
 CS2103  NGVD 29 (??/??/92)  240.157  (m)          787.92   (f) ADJ UNCH    2 0
 CS2103
 CS2103.Superseded values are not recommended for survey control.
 CS2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2103.See file dsdata.txt to determine how the superseded data were derived.
 CS2103
 CS2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA550815(NAD 83)
 CS2103_MARKER: DB = BENCH MARK DISK
 CS2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2103_STAMPING: L 293 1934
 CS2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2103+STABILITY: SURFACE MOTION
 CS2103
 CS2103  HISTORY     - Date     Condition        Report By
 CS2103  HISTORY     - 1934     MONUMENTED       CGS
 CS2103  HISTORY     - 1965     MARK NOT FOUND   NGS
 CS2103  HISTORY     - 19910413 MARK NOT FOUND   USPSQD
 CS2103  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 CS2103  HISTORY     - 19990608 MARK NOT FOUND   USPSQD
 CS2103
 CS2103                          STATION DESCRIPTION
 CS2103
 CS2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CS2103'2.1 MI E FROM CLEBURNE.
 CS2103'2.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CS2103'STATION AT CLEBURNE, JOHNSON COUNTY, 0.1 MILE EAST OF MILEPOST 2, AT A
 CS2103'ROAD CROSSING, 40 FEET EAST OF THE CENTER LINE OF ROAD, AND 35 FEET
 CS2103'SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED L 293
 CS2103'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS BELIEVED
 CS2103'THIS BENCH MARK MAY BE COVERED OVER WITH DIRT AS THE SITE OF THE MARK
 CS2103'IS A HEAVY GROWTH OF GRASS.  THE ORIGINAL MEASUREMENTS TO THE TRACK
 CS2103'AND ROAD ARE NOW OBSOLETE AS CONSIDERABLE PROBING WAS DONE AT THE
 CS2103'LOCATION BUT THE MARK WAS NOT FOUND.
 CS2103
 CS2103                          STATION RECOVERY (1991)
 CS2103
 CS2103'RECOVERY NOTE BY US POWER SQUADRON 1991 (RWM)
 CS2103'MARK NOT FOUND.
 CS2103
 CS2103                          STATION RECOVERY (1994)
 CS2103
 CS2103'RECOVERY NOTE BY US POWER SQUADRON 1994
 CS2103'MARK NOT FOUND.
 CS2103
 CS2103                          STATION RECOVERY (1999)
 CS2103
 CS2103'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0754 ***********************************************************************
 CS0754  DESIGNATION -  L 294
 CS0754  PID         -  CS0754
 CS0754  STATE/COUNTY-  TX/ELLIS
 CS0754  USGS QUAD   -  WAXAHACHIE (1978)
 CS0754
 CS0754                         *CURRENT SURVEY CONTROL
 CS0754  ___________________________________________________________________
 CS0754* NAD 83(1986)-  32 22 45.     (N)    096 45 13.     (W)     SCALED    
 CS0754* NAVD 88     -       158.531  (meters)     520.11   (feet)  ADJUSTED  
 CS0754  ___________________________________________________________________
 CS0754  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 CS0754  DYNAMIC HT  -         158.345 (meters)     519.50  (feet)  COMP
 CS0754  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 CS0754
 CS0754  VERT ORDER  -  SECOND    CLASS 0
 CS0754
 CS0754.The horizontal coordinates were scaled from a topographic map and have
 CS0754.an estimated accuracy of +/- 6 seconds.
 CS0754
 CS0754.The orthometric height was determined by differential leveling
 CS0754.and adjusted by the National Geodetic Survey in June 1991..
 CS0754
 CS0754.The geoid height was determined by GEOID03.
 CS0754
 CS0754.The dynamic height is computed by dividing the NAVD 88
 CS0754.geopotential number by the normal gravity value computed on the
 CS0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0754.degrees latitude (g = 980.6199 gals.).
 CS0754
 CS0754.The modeled gravity was interpolated from observed gravity values.
 CS0754
 CS0754;                    North         East    Units  Estimated Accuracy
 CS0754;SPC TXNC     - 2,080,380.      764,320.      MT  (+/- 180 meters Scaled)
 CS0754
 CS0754                          SUPERSEDED SURVEY CONTROL
 CS0754
 CS0754  NGVD 29 (??/??/92)  158.529  (m)          520.11   (f) ADJ UNCH    2 0
 CS0754
 CS0754.Superseded values are not recommended for survey control.
 CS0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0754.See file dsdata.txt to determine how the superseded data were derived.
 CS0754
 CS0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA113846(NAD 83)
 CS0754_MARKER: DB = BENCH MARK DISK
 CS0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0754_STAMPING: L 294 1934
 CS0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0754+STABILITY: SURFACE MOTION
 CS0754
 CS0754  HISTORY     - Date     Condition        Report By
 CS0754  HISTORY     - 1934     MONUMENTED       CGS
 CS0754  HISTORY     - 1966     GOOD             NGS
 CS0754  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 CS0754
 CS0754                          STATION DESCRIPTION
 CS0754
 CS0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CS0754'0.8 MI W FROM BOYCE.
 CS0754'0.8 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 CS0754'STATION AT BOYCE, ELLIS COUNTY, 104 FEET EAST OF MILEPOST 6, 41.6 FEET
 CS0754'NORTH OF THE CENTER LINE OF THE TRACK, AND NEAR THE RIGHT-OF-WAY
 CS0754'FENCE.  A STANDARD DISK, STAMPED L 294 1934 AND SET IN THE TOP OF A
 CS0754'CONCRETE POST.  NOTE-- ADDITIONAL DISTANCES FOR FUTURE RECOVERY IS AS
 CS0754'FOLLOWS-- THE MARK IS 35 FEET SOUTH OF THE CENTER LINE OF FM HIGHWAY
 CS0754'879, 39 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, AND 30 FEET
 CS0754'EAST-SOUTHEAST OF A RAILROAD RIGHT-OF-WAY STEEL POST.
 CS0754
 CS0754                          STATION RECOVERY (2002)
 CS0754
 CS0754'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 CS0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DN0058 ***********************************************************************
 DN0058  DESIGNATION -  L 295
 DN0058  PID         -  DN0058
 DN0058  STATE/COUNTY-  TX/FANNIN
 DN0058  USGS QUAD   -  ECTOR (1984)
 DN0058
 DN0058                         *CURRENT SURVEY CONTROL
 DN0058  ___________________________________________________________________
 DN0058* NAD 83(1986)-  33 35 01.     (N)    096 17 37.     (W)     SCALED    
 DN0058* NAVD 88     -       191.781  (meters)     629.20   (feet)  ADJUSTED  
 DN0058  ___________________________________________________________________
 DN0058  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DN0058  DYNAMIC HT  -         191.577 (meters)     628.53  (feet)  COMP
 DN0058  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 DN0058
 DN0058  VERT ORDER  -  SECOND    CLASS 0
 DN0058
 DN0058.The horizontal coordinates were scaled from a topographic map and have
 DN0058.an estimated accuracy of +/- 6 seconds.
 DN0058
 DN0058.The orthometric height was determined by differential leveling
 DN0058.and adjusted by the National Geodetic Survey in June 1991..
 DN0058
 DN0058.The geoid height was determined by GEOID03.
 DN0058
 DN0058.The dynamic height is computed by dividing the NAVD 88
 DN0058.geopotential number by the normal gravity value computed on the
 DN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN0058.degrees latitude (g = 980.6199 gals.).
 DN0058
 DN0058.The modeled gravity was interpolated from observed gravity values.
 DN0058
 DN0058;                    North         East    Units  Estimated Accuracy
 DN0058;SPC TXNC     - 2,214,720.      804,790.      MT  (+/- 180 meters Scaled)
 DN0058
 DN0058                          SUPERSEDED SURVEY CONTROL
 DN0058
 DN0058  NGVD 29 (??/??/92)  191.780  (m)          629.20   (f) ADJ UNCH    2 0
 DN0058
 DN0058.Superseded values are not recommended for survey control.
 DN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN0058.See file dsdata.txt to determine how the superseded data were derived.
 DN0058
 DN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQC511192(NAD 83)
 DN0058_MARKER: DB = BENCH MARK DISK
 DN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DN0058_STAMPING: L 295 1934
 DN0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN0058+STABILITY: SURFACE MOTION
 DN0058
 DN0058  HISTORY     - Date     Condition        Report By
 DN0058  HISTORY     - 1934     MONUMENTED       CGS
 DN0058  HISTORY     - 19940413 MARK NOT FOUND   USPSQD
 DN0058
 DN0058                          STATION DESCRIPTION
 DN0058
 DN0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DN0058'1.6 MI W FROM ECTOR.
 DN0058'1.6 MI W OF AND ALONG THE T P R R 40 FEET S OF THE TRACK.  CLOSE TO
 DN0058'THE R/W FENCE.  ABOUT 75 YARDS E OF MILE POST 135.  GATE IN R/W FENCE
 DN0058'AT THIS POINT.
 DN0058
 DN0058                          STATION RECOVERY (1994)
 DN0058
 DN0058'RECOVERY NOTE BY US POWER SQUADRON 1994
 DN0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0133 ***********************************************************************
 CR0133  DESIGNATION -  L 296
 CR0133  PID         -  CR0133
 CR0133  STATE/COUNTY-  TX/RUSK
 CR0133  USGS QUAD   -  PRICE (1973)
 CR0133
 CR0133                         *CURRENT SURVEY CONTROL
 CR0133  ___________________________________________________________________
 CR0133* NAD 83(1986)-  32 13 53.     (N)    094 54 17.     (W)     SCALED    
 CR0133* NAVD 88     -       150.828  (meters)     494.84   (feet)  ADJUSTED  
 CR0133  ___________________________________________________________________
 CR0133  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CR0133  DYNAMIC HT  -         150.652 (meters)     494.26  (feet)  COMP
 CR0133  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 CR0133
 CR0133  VERT ORDER  -  SECOND    CLASS 0
 CR0133
 CR0133.The horizontal coordinates were scaled from a topographic map and have
 CR0133.an estimated accuracy of +/- 6 seconds.
 CR0133
 CR0133.The orthometric height was determined by differential leveling
 CR0133.and adjusted by the National Geodetic Survey in June 1991..
 CR0133
 CR0133.The geoid height was determined by GEOID03.
 CR0133
 CR0133.The dynamic height is computed by dividing the NAVD 88
 CR0133.geopotential number by the normal gravity value computed on the
 CR0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0133.degrees latitude (g = 980.6199 gals.).
 CR0133
 CR0133.The modeled gravity was interpolated from observed gravity values.
 CR0133
 CR0133;                    North         East    Units  Estimated Accuracy
 CR0133;SPC TXNC     - 2,068,420.      938,800.      MT  (+/- 180 meters Scaled)
 CR0133
 CR0133                          SUPERSEDED SURVEY CONTROL
 CR0133
 CR0133  NGVD 29 (??/??/92)  150.847  (m)          494.90   (f) ADJ UNCH    2 0
 CR0133
 CR0133.Superseded values are not recommended for survey control.
 CR0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0133.See file dsdata.txt to determine how the superseded data were derived.
 CR0133
 CR0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUR205676(NAD 83)
 CR0133_MARKER: DB = BENCH MARK DISK
 CR0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0133_STAMPING: L 296 1934
 CR0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0133+STABILITY: SURFACE MOTION
 CR0133
 CR0133  HISTORY     - Date     Condition        Report By
 CR0133  HISTORY     - 1934     MONUMENTED       CGS
 CR0133  HISTORY     - 1938     GOOD             NGS
 CR0133  HISTORY     - 1943     GOOD             NGS
 CR0133
 CR0133                          STATION DESCRIPTION
 CR0133
 CR0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 CR0133'6.0 MI SE FROM OVERTON.
 CR0133'6.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 CR0133'STATION AT OVERTON, RUSK COUNTY, 70 FEET NORTH OF MILEPOST 6, 150 FEET
 CR0133'SOUTHWEST OF THE CENTERLINE OF A TARVIA HIGHWAY, 40 FEET NORTH OF THE
 CR0133'CENTERLINE OF THE MAIN TRACK, 10 FEET NORTHEAST OF A POLE, IN LINE
 CR0133'WITH THE ROW OF POLES, AND ABOUT 1 FOOT HIGHER THAN THE RAIL.  A
 CR0133'STANDARD DISK, STAMPED L 296 1934 AND SET IN THE TOP OF A CONCRETE
 CR0133'POST.
 CR0133
 CR0133                          STATION RECOVERY (1943)
 CR0133
 CR0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CR0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0096 ***********************************************************************
 BY0096  DESIGNATION -  L 297
 BY0096  PID         -  BY0096
 BY0096  STATE/COUNTY-  TX/SHELBY
 BY0096  USGS QUAD   -  TIMPSON (1984)
 BY0096
 BY0096                         *CURRENT SURVEY CONTROL
 BY0096  ___________________________________________________________________
 BY0096* NAD 83(1986)-  31 54 53.     (N)    094 27 15.     (W)     SCALED    
 BY0096* NAVD 88     -       122.051  (meters)     400.43   (feet)  ADJUSTED  
 BY0096  ___________________________________________________________________
 BY0096  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BY0096  DYNAMIC HT  -         121.904 (meters)     399.95  (feet)  COMP
 BY0096  MODELED GRAV-     979,432.3   (mgal)                       NAVD 88
 BY0096
 BY0096  VERT ORDER  -  SECOND    CLASS 0
 BY0096
 BY0096.The horizontal coordinates were scaled from a topographic map and have
 BY0096.an estimated accuracy of +/- 6 seconds.
 BY0096
 BY0096.The orthometric height was determined by differential leveling
 BY0096.and adjusted by the National Geodetic Survey in June 1991..
 BY0096
 BY0096.The geoid height was determined by GEOID03.
 BY0096
 BY0096.The dynamic height is computed by dividing the NAVD 88
 BY0096.geopotential number by the normal gravity value computed on the
 BY0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0096.degrees latitude (g = 980.6199 gals.).
 BY0096
 BY0096.The modeled gravity was interpolated from observed gravity values.
 BY0096
 BY0096;                    North         East    Units  Estimated Accuracy
 BY0096;SPC TX C     - 3,263,910.    1,255,800.      MT  (+/- 180 meters Scaled)
 BY0096
 BY0096                          SUPERSEDED SURVEY CONTROL
 BY0096
 BY0096  NGVD 29 (??/??/92)  122.058  (m)          400.45   (f) ADJ UNCH    2 0
 BY0096
 BY0096.Superseded values are not recommended for survey control.
 BY0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0096.See file dsdata.txt to determine how the superseded data were derived.
 BY0096
 BY0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR625319(NAD 83)
 BY0096_MARKER: DB = BENCH MARK DISK
 BY0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0096_STAMPING: L 297 1934
 BY0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0096+STABILITY: SURFACE MOTION
 BY0096
 BY0096  HISTORY     - Date     Condition        Report By
 BY0096  HISTORY     - 1934     MONUMENTED       CGS
 BY0096  HISTORY     - 1938     GOOD             NGS
 BY0096  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0096
 BY0096                          STATION DESCRIPTION
 BY0096
 BY0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BY0096'3.9 MI NW FROM TIMPSON.
 BY0096'3.9 MILES NORTHWEST ALONG U. S. HIGHWAY 84 FROM THE TEXAS AND NEW
 BY0096'ORLEANS RAILROAD STATION AT TIMPSON, SHELBY COUNTY, 300 YARDS
 BY0096'SOUTHWEST OF A GREEN FARMHOUSE ON THE NORTH SIDE OF THE HIGHWAY, 500
 BY0096'FEET WEST OF A PRIVATE ROAD LEADING TO THE W. H. COGBURN RESIDENCE,
 BY0096'150 FEET WEST OF A SMALL CULVERT, 52 FEET SOUTH OF THE CENTERLINE OF
 BY0096'THE HIGHWAY, OUTSIDE THE RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WIRE
 BY0096'FENCE, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 BY0096'STAMPED L 297 1934 AND SET IN THE TOP OF A CONCRETE POST.
 BY0096
 BY0096                          STATION RECOVERY (1979)
 BY0096
 BY0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0096'MAY HAVE BEEN DESTROYED IN THE RECONSTRUCTON OF U.S. HIGHWAY 84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0668 ***********************************************************************
 BY0668  DESIGNATION -  L 298
 BY0668  PID         -  BY0668
 BY0668  STATE/COUNTY-  TX/ANGELINA
 BY0668  USGS QUAD   -  CLAWSON (1980)
 BY0668
 BY0668                         *CURRENT SURVEY CONTROL
 BY0668  ___________________________________________________________________
 BY0668* NAD 83(1986)-  31 25 12.     (N)    094 50 34.     (W)     SCALED    
 BY0668* NAVD 88     -       110.23   (+/-2cm)     361.6    (feet)  VERTCON   
 BY0668  ___________________________________________________________________
 BY0668  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BY0668
 BY0668  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0668
 BY0668.The horizontal coordinates were scaled from a topographic map and have
 BY0668.an estimated accuracy of +/- 6 seconds.
 BY0668
 BY0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0668.The vertical order pertains to the NGVD 29 superseded value.
 BY0668
 BY0668.The geoid height was determined by GEOID03.
 BY0668
 BY0668;                    North         East    Units  Estimated Accuracy
 BY0668;SPC TX C     - 3,207,250.    1,221,800.      MT  (+/- 180 meters Scaled)
 BY0668
 BY0668                          SUPERSEDED SURVEY CONTROL
 BY0668
 BY0668  NGVD 29 (??/??/92)  110.290  (m)          361.84   (f) ADJ UNCH    2 0
 BY0668
 BY0668.Superseded values are not recommended for survey control.
 BY0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0668.See file dsdata.txt to determine how the superseded data were derived.
 BY0668
 BY0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ248776(NAD 83)
 BY0668_MARKER: DB = BENCH MARK DISK
 BY0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0668_STAMPING: L 298 1934
 BY0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0668+STABILITY: SURFACE MOTION
 BY0668
 BY0668  HISTORY     - Date     Condition        Report By
 BY0668  HISTORY     - 1934     MONUMENTED       CGS
 BY0668  HISTORY     - 1943     GOOD             NGS
 BY0668
 BY0668                          STATION DESCRIPTION
 BY0668
 BY0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BY0668'7.9 MI SE FROM WELLS.
 BY0668'7.9 MILES SE OF AND ALONG THE ST. L. AND SW. R. R. 42 FEET N OF THE
 BY0668'CENTER OF THE TRACK.  CLOSE TO AN INTERSECTION OF FENCE LINES.  20
 BY0668'FEET E OF ROAD.  15 FEET W OF MILE POST 627/5.  NOTE-- BM IS 48 FT. NE
 BY0668'OF THE TRACK AT A RD. CROSSING.
 BY0668
 BY0668                          STATION RECOVERY (1943)
 BY0668
 BY0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 BY0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0107 ***********************************************************************
 BY0107  DESIGNATION -  L 299
 BY0107  PID         -  BY0107
 BY0107  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0107  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0107
 BY0107                         *CURRENT SURVEY CONTROL
 BY0107  ___________________________________________________________________
 BY0107* NAD 83(1986)-  31 30 17.     (N)    094 17 23.     (W)     SCALED    
 BY0107* NAVD 88     -        95.54   (+/-2cm)     313.5    (feet)  VERTCON   
 BY0107  ___________________________________________________________________
 BY0107  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BY0107
 BY0107  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0107
 BY0107.The horizontal coordinates were scaled from a topographic map and have
 BY0107.an estimated accuracy of +/- 6 seconds.
 BY0107
 BY0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0107.The vertical order pertains to the NGVD 29 superseded value.
 BY0107
 BY0107.The geoid height was determined by GEOID03.
 BY0107
 BY0107;                    North         East    Units  Estimated Accuracy
 BY0107;SPC TX C     - 3,219,350.    1,273,800.      MT  (+/- 180 meters Scaled)
 BY0107
 BY0107                          SUPERSEDED SURVEY CONTROL
 BY0107
 BY0107  NGVD 29 (??/??/92)   95.581  (m)          313.59   (f) ADJ UNCH    2 0
 BY0107
 BY0107.Superseded values are not recommended for survey control.
 BY0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0107.See file dsdata.txt to determine how the superseded data were derived.
 BY0107
 BY0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ775862(NAD 83)
 BY0107_MARKER: DB = BENCH MARK DISK
 BY0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0107_STAMPING: L 299 1934
 BY0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0107+STABILITY: SURFACE MOTION
 BY0107
 BY0107  HISTORY     - Date     Condition        Report By
 BY0107  HISTORY     - 1934     MONUMENTED       CGS
 BY0107  HISTORY     - 1949     GOOD             NGS
 BY0107  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY0107
 BY0107                          STATION DESCRIPTION
 BY0107
 BY0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0107'3.9 MI E FROM CHIRENO.
 BY0107'3.9 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE
 BY0107'BUSNESS ROUTE 21 AND STATE HIGHWAY 21 AT CHIRENO, 0.8 MILE WEST OF THE
 BY0107'CHURCH OF CHRIST, 188.0 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE
 BY0107'WHITE FARM HOUSE, 45.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BY0107'33.0 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 7.4 FEET
 BY0107'SOUTHEAST OF A 36-INCH OAK TREE, 1.5 FEET SOUTH OF A REFERENCE POST,
 BY0107'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 BY0107'GROUND.  NOTE-- MARK IS 5 FEET SOUTHEAST OF THE TREE, AND 30 FEET EAST
 BY0107'OF THE DRIVE LEADING TO THE FARMHOUSE.
 BY0107
 BY0107                          STATION RECOVERY (1998)
 BY0107
 BY0107'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0338 ***********************************************************************
 CD0338  DESIGNATION -  L 3
 CD0338  PID         -  CD0338
 CD0338  STATE/COUNTY-  TX/CULBERSON
 CD0338  USGS QUAD   -  BITTER WELL MOUNTAIN (1973)
 CD0338
 CD0338                         *CURRENT SURVEY CONTROL
 CD0338  ___________________________________________________________________
 CD0338* NAD 83(1986)-  31 32 14.     (N)    104 50 57.     (W)     SCALED    
 CD0338* NAVD 88     -      1104.791  (meters)    3624.64   (feet)  ADJUSTED  
 CD0338  ___________________________________________________________________
 CD0338  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CD0338  DYNAMIC HT  -        1103.102 (meters)    3619.09  (feet)  COMP
 CD0338  MODELED GRAV-     979,073.7   (mgal)                       NAVD 88
 CD0338
 CD0338  VERT ORDER  -  SECOND    CLASS 0
 CD0338
 CD0338.The horizontal coordinates were scaled from a topographic map and have
 CD0338.an estimated accuracy of +/- 6 seconds.
 CD0338
 CD0338.The orthometric height was determined by differential leveling
 CD0338.and adjusted by the National Geodetic Survey in June 1991..
 CD0338
 CD0338.The geoid height was determined by GEOID03.
 CD0338
 CD0338.The dynamic height is computed by dividing the NAVD 88
 CD0338.geopotential number by the normal gravity value computed on the
 CD0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0338.degrees latitude (g = 980.6199 gals.).
 CD0338
 CD0338.The modeled gravity was interpolated from observed gravity values.
 CD0338
 CD0338;                    North         East    Units  Estimated Accuracy
 CD0338;SPC TX C     - 3,216,070.      271,310.      MT  (+/- 180 meters Scaled)
 CD0338
 CD0338                          SUPERSEDED SURVEY CONTROL
 CD0338
 CD0338  NGVD 29 (??/??/92) 1104.300  (m)         3623.02   (f) ADJ UNCH    2 0
 CD0338
 CD0338.Superseded values are not recommended for survey control.
 CD0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0338.See file dsdata.txt to determine how the superseded data were derived.
 CD0338
 CD0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ143891(NAD 83)
 CD0338_MARKER: DD = SURVEY DISK
 CD0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0338_STAMPING: L 3 3624 1933
 CD0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0338+STABILITY: SURFACE MOTION
 CD0338
 CD0338  HISTORY     - Date     Condition        Report By
 CD0338  HISTORY     - 1933     MONUMENTED       USGS
 CD0338  HISTORY     - 1958     GOOD             NGS
 CD0338
 CD0338                          STATION DESCRIPTION
 CD0338
 CD0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0338'37.3 MI N FROM VAN HORN.
 CD0338'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0338'STATION AT VAN HORN, THENCE ABOUT 37.15 MILES NORTH ALONG STATE
 CD0338'HIGHWAY 54.  38 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 CD0338'0.15 MILE NORTH OF A TEE ROAD LEADING WEST, 48 FEET EAST OF A FENCE,
 CD0338'34 1/2 FEET NORTH OF TRIANGULATION STATION SALT, 2 FEET EAST OF A
 CD0338'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE
 CD0338'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0596 ***********************************************************************
 CT0596  DESIGNATION -  L 3 D 1
 CT0596  PID         -  CT0596
 CT0596  STATE/COUNTY-  TX/CALLAHAN
 CT0596  USGS QUAD   -  EULA (1984)
 CT0596
 CT0596                         *CURRENT SURVEY CONTROL
 CT0596  ___________________________________________________________________
 CT0596* NAD 83(1986)-  32 16 30.     (N)    099 32 26.     (W)     SCALED    
 CT0596* NAVD 88     -       613.136  (meters)    2011.60   (feet)  POSTED    
 CT0596  ___________________________________________________________________
 CT0596  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CT0596  DYNAMIC HT  -         612.330 (meters)    2008.95  (feet)  COMP
 CT0596  MODELED GRAV-     979,301.9   (mgal)                       NAVD 88
 CT0596
 CT0596  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0596
 CT0596.The horizontal coordinates were scaled from a topographic map and have
 CT0596.an estimated accuracy of +/- 6 seconds.
 CT0596
 CT0596.The orthometric height was determined by differential leveling
 CT0596.and adjusted by the National Geodetic Survey in 1992..
 CT0596.No vertical observational check was made to the station.
 CT0596.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0596.was located on a no-check spur therefore a value was not computed.
 CT0596
 CT0596.The geoid height was determined by GEOID03.
 CT0596
 CT0596.The dynamic height is computed by dividing the NAVD 88
 CT0596.geopotential number by the normal gravity value computed on the
 CT0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0596.degrees latitude (g = 980.6199 gals.).
 CT0596
 CT0596.The modeled gravity was interpolated from observed gravity values.
 CT0596
 CT0596;                    North         East    Units  Estimated Accuracy
 CT0596;SPC TXNC     - 2,067,950.      501,970.      MT  (+/- 180 meters Scaled)
 CT0596
 CT0596                          SUPERSEDED SURVEY CONTROL
 CT0596
 CT0596  NGVD 29 (??/??/92)  612.97   (m)         2011.1    (f) COMPUTED    1 2
 CT0596
 CT0596.Superseded values are not recommended for survey control.
 CT0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0596.See file dsdata.txt to determine how the superseded data were derived.
 CT0596
 CT0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA490710(NAD 83)
 CT0596_MARKER: DD = SURVEY DISK
 CT0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0596_SP_SET: CONCRETE APRON
 CT0596_STAMPING: L3D1 (USE)
 CT0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0596
 CT0596  HISTORY     - Date     Condition        Report By
 CT0596  HISTORY     - UNK      MONUMENTED       DOD
 CT0596  HISTORY     - 1961     GOOD             NGS
 CT0596
 CT0596                          STATION DESCRIPTION
 CT0596
 CT0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0596'11.7 MI SW FROM CLYDE.
 CT0596'0.2 MILE WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0596'TO FARM ROAD 604, THENCE 11.2 MILES SOUTHWEST ALONG FARM ROAD 604,
 CT0596'THENCE 0.3 MILE WEST ALONG A PAVED ROAD TO THE CENTER OF THE SITE, 54
 CT0596'FEET NORTHWEST OF THE STATION, 0.8 FOOT NORTH OF A BRASS DISK Y-34.75,
 CT0596'SET IN THE CENTER OF CONCRETE AROUND A VENTILATION INTAKE PROJECTING 1
 CT0596'INCH ABOVE THE SILO APRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CT0597 ***********************************************************************
 CT0597  DESIGNATION -  L 3 D 2
 CT0597  PID         -  CT0597
 CT0597  STATE/COUNTY-  TX/CALLAHAN
 CT0597  USGS QUAD   -  EULA (1984)
 CT0597
 CT0597                         *CURRENT SURVEY CONTROL
 CT0597  ___________________________________________________________________
 CT0597* NAD 83(1986)-  32 16 31.     (N)    099 32 26.     (W)     SCALED    
 CT0597* NAVD 88     -       613.102  (meters)    2011.49   (feet)  POSTED    
 CT0597  ___________________________________________________________________
 CT0597  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 CT0597  DYNAMIC HT  -         612.290 (meters)    2008.82  (feet)  COMP
 CT0597  MODELED GRAV-     979,301.9   (mgal)                       NAVD 88
 CT0597
 CT0597  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CT0597
 CT0597.The horizontal coordinates were scaled from a topographic map and have
 CT0597.an estimated accuracy of +/- 6 seconds.
 CT0597
 CT0597.The orthometric height was determined by differential leveling
 CT0597.and adjusted by the National Geodetic Survey in 1992..
 CT0597.No vertical observational check was made to the station.
 CT0597.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CT0597.was located on a no-check spur therefore a value was not computed.
 CT0597
 CT0597.The geoid height was determined by GEOID03.
 CT0597
 CT0597.The dynamic height is computed by dividing the NAVD 88
 CT0597.geopotential number by the normal gravity value computed on the
 CT0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CT0597.degrees latitude (g = 980.6199 gals.).
 CT0597
 CT0597.The modeled gravity was interpolated from observed gravity values.
 CT0597
 CT0597;                    North         East    Units  Estimated Accuracy
 CT0597;SPC TXNC     - 2,067,980.      501,980.      MT  (+/- 180 meters Scaled)
 CT0597
 CT0597                          SUPERSEDED SURVEY CONTROL
 CT0597
 CT0597  NGVD 29 (??/??/92)  612.94   (m)         2011.0    (f) COMPUTED    1 2
 CT0597
 CT0597.Superseded values are not recommended for survey control.
 CT0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CT0597.See file dsdata.txt to determine how the superseded data were derived.
 CT0597
 CT0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMA490710(NAD 83)
 CT0597_MARKER: DD = SURVEY DISK
 CT0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CT0597_SP_SET: CONCRETE APRON
 CT0597_STAMPING: L3D2 (USE)
 CT0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CT0597
 CT0597  HISTORY     - Date     Condition        Report By
 CT0597  HISTORY     - UNK      MONUMENTED       DOD
 CT0597  HISTORY     - 1961     GOOD             NGS
 CT0597
 CT0597                          STATION DESCRIPTION
 CT0597
 CT0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CT0597'11.7 MI SW FROM CLYDE.
 CT0597'0.2 MILE WEST ALONG NORTH FIRST STREET FROM THE POST OFFICE AT CLYDE
 CT0597'TO FARM ROAD 604, THENCE 11.2 MILES SOUTHWEST ALONG FARM ROAD 604,
 CT0597'THENCE 0.3 MILE WEST TO THE CENTER OF THE SITE, 57 FEET NORTHEAST OF
 CT0597'THE STATION, 27 FEET SOUTHEAST OF PBM, 0.6 FOOT NORTH OF A BRASS DISK
 CT0597'STAMPED Y-0234.75, 1 INCH WEST OF THE EAST EDGE OF THE CONCRETE APRON
 CT0597'AROUND SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0266 ***********************************************************************
 AZ0266  DESIGNATION -  L 30
 AZ0266  PID         -  AZ0266
 AZ0266  STATE/COUNTY-  TX/VAL VERDE
 AZ0266  USGS QUAD   -  BOX CANYON (1972)
 AZ0266
 AZ0266                         *CURRENT SURVEY CONTROL
 AZ0266  ___________________________________________________________________
 AZ0266* NAD 83(1986)-  29 37 21.     (N)    101 08 03.     (W)     SCALED    
 AZ0266* NAVD 88     -       419.550  (meters)    1376.47   (feet)  POSTED    
 AZ0266  ___________________________________________________________________
 AZ0266  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0266  DYNAMIC HT  -         418.940 (meters)    1374.47  (feet)  COMP
 AZ0266  MODELED GRAV-     979,171.0   (mgal)                       NAVD 88
 AZ0266
 AZ0266  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0266
 AZ0266.The horizontal coordinates were scaled from a topographic map and have
 AZ0266.an estimated accuracy of +/- 6 seconds.
 AZ0266
 AZ0266.The orthometric height was determined by differential leveling
 AZ0266.and adjusted by the National Geodetic Survey in 1992..
 AZ0266.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0266.rate of 0.0 thru 1.0 mm/km.
 AZ0266
 AZ0266.The geoid height was determined by GEOID03.
 AZ0266
 AZ0266.The dynamic height is computed by dividing the NAVD 88
 AZ0266.geopotential number by the normal gravity value computed on the
 AZ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0266.degrees latitude (g = 980.6199 gals.).
 AZ0266
 AZ0266.The modeled gravity was interpolated from observed gravity values.
 AZ0266
 AZ0266;                    North         East    Units  Estimated Accuracy
 AZ0266;SPC TXSC     - 4,200,170.      393,340.      MT  (+/- 180 meters Scaled)
 AZ0266
 AZ0266                          SUPERSEDED SURVEY CONTROL
 AZ0266
 AZ0266  NGVD 29 (??/??/92)  419.450  (m)         1376.15   (f) ADJ UNCH    1 2
 AZ0266
 AZ0266.Superseded values are not recommended for survey control.
 AZ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0266.See file dsdata.txt to determine how the superseded data were derived.
 AZ0266
 AZ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKT933788(NAD 83)
 AZ0266_MARKER: DB = BENCH MARK DISK
 AZ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0266_STAMPING: L 30 1917 ELEV 1376.264 FT
 AZ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0266+STABILITY: SURFACE MOTION
 AZ0266
 AZ0266  HISTORY     - Date     Condition        Report By
 AZ0266  HISTORY     - 1917     MONUMENTED       CGS
 AZ0266  HISTORY     - 1958     GOOD             NGS
 AZ0266  HISTORY     - 19980805 GOOD             USPSQD
 AZ0266
 AZ0266                          STATION DESCRIPTION
 AZ0266
 AZ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AZ0266'5.6 MI SE FROM COMSTOCK.
 AZ0266'ABOUT 5.6 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD
 AZ0266'FROM THE STATION AT COMSTOCK, 13 FEET WEST-NORTHWEST OF MILEPOST 408,
 AZ0266'40 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5 FEET NORTHEAST OF A
 AZ0266'FENCE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 AZ0266'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 AZ0266'PROJECTING 4 INCHES.
 AZ0266
 AZ0266                          STATION RECOVERY (1998)
 AZ0266
 AZ0266'RECOVERY NOTE BY US POWER SQUADRON 1998
 AZ0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2120 ***********************************************************************
 BY2120  DESIGNATION -  L 300 RESET 1958
 BY2120  PID         -  BY2120
 BY2120  STATE/COUNTY-  TX/FREESTONE
 BY2120  USGS QUAD   -  BUTLER (1964)
 BY2120
 BY2120                         *CURRENT SURVEY CONTROL
 BY2120  ___________________________________________________________________
 BY2120* NAD 83(1986)-  31 40 44.     (N)    095 59 39.     (W)     SCALED    
 BY2120* NAVD 88     -       131.95   (+/-2cm)     432.9    (feet)  VERTCON   
 BY2120  ___________________________________________________________________
 BY2120  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 BY2120
 BY2120  VERT ORDER  -  THIRD (See Below)
 BY2120
 BY2120.The horizontal coordinates were scaled from a topographic map and have
 BY2120.an estimated accuracy of +/- 6 seconds.
 BY2120
 BY2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2120.The vertical order pertains to the NGVD 29 superseded value.
 BY2120
 BY2120.The geoid height was determined by GEOID03.
 BY2120
 BY2120;                    North         East    Units  Estimated Accuracy
 BY2120;SPC TX C     - 3,231,100.    1,111,320.      MT  (+/- 180 meters Scaled)
 BY2120
 BY2120                          SUPERSEDED SURVEY CONTROL
 BY2120
 BY2120  NGVD 29 (??/??/??)  131.94   (m)          432.9    (f) RESET       3  
 BY2120
 BY2120.Superseded values are not recommended for survey control.
 BY2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2120.See file dsdata.txt to determine how the superseded data were derived.
 BY2120
 BY2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR161087(NAD 83)
 BY2120_MARKER: DB = BENCH MARK DISK
 BY2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2120_STAMPING: L 300 RESET 1958
 BY2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2120+STABILITY: SURFACE MOTION
 BY2120
 BY2120  HISTORY     - Date     Condition        Report By
 BY2120  HISTORY     - 1958     MONUMENTED       CGS
 BY2120
 BY2120                          STATION DESCRIPTION
 BY2120
 BY2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2120'10.1 MI SE FROM FAIRFIELD.
 BY2120'ABOUT 10.1 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 85 FROM THE COURT
 BY2120'HOUSE IN FAIRFIELD, 2.3 MILES WEST OF THE JUNCTION OF HIGHWAY NO. 489,
 BY2120'80 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND SURVEY STA. 1645 +
 BY2120'45, IN THE SOUTHWEST CORNER OF A FARMYARD, 12 YARDS SOUTHWEST OF THE
 BY2120'WHITE HOUSE AND 1 FOOT EAST OF THE WEST YARD FENCE.  A STANDARD DISK
 BY2120'STAMPED L 300 RESET 1958 IN A CONCRETE POST FLUSH WITH THE SURFACE OF
 BY2120'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2043 ***********************************************************************
 CS2043  DESIGNATION -  L 301
 CS2043  PID         -  CS2043
 CS2043  STATE/COUNTY-  TX/HILL
 CS2043  USGS QUAD   -  ITASCA (1965)
 CS2043
 CS2043                         *CURRENT SURVEY CONTROL
 CS2043  ___________________________________________________________________
 CS2043* NAD 83(1986)-  32 09 32.     (N)    097 09 05.     (W)     SCALED    
 CS2043* NAVD 88     -       213.932  (meters)     701.88   (feet)  ADJUSTED  
 CS2043  ___________________________________________________________________
 CS2043  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CS2043  DYNAMIC HT  -         213.670 (meters)     701.02  (feet)  COMP
 CS2043  MODELED GRAV-     979,409.0   (mgal)                       NAVD 88
 CS2043
 CS2043  VERT ORDER  -  FIRST     CLASS II
 CS2043
 CS2043.The horizontal coordinates were scaled from a topographic map and have
 CS2043.an estimated accuracy of +/- 6 seconds.
 CS2043
 CS2043.The orthometric height was determined by differential leveling
 CS2043.and adjusted by the National Geodetic Survey in June 1991..
 CS2043.WARNING-Repeat measurements at this control monument indicate possible
 CS2043.vertical movement.
 CS2043
 CS2043.The geoid height was determined by GEOID03.
 CS2043
 CS2043.The dynamic height is computed by dividing the NAVD 88
 CS2043.geopotential number by the normal gravity value computed on the
 CS2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2043.degrees latitude (g = 980.6199 gals.).
 CS2043
 CS2043.The modeled gravity was interpolated from observed gravity values.
 CS2043
 CS2043;                    North         East    Units  Estimated Accuracy
 CS2043;SPC TXNC     - 2,055,400.      727,210.      MT  (+/- 180 meters Scaled)
 CS2043
 CS2043                          SUPERSEDED SURVEY CONTROL
 CS2043
 CS2043  NGVD 29 (??/??/92)  213.911  (m)          701.81   (f) ADJ UNCH    1 2
 CS2043
 CS2043.Superseded values are not recommended for survey control.
 CS2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2043.See file dsdata.txt to determine how the superseded data were derived.
 CS2043
 CS2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA743595(NAD 83)
 CS2043_MARKER: DB = BENCH MARK DISK
 CS2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2043_STAMPING: L 301 1934
 CS2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2043+STABILITY: SURFACE MOTION
 CS2043
 CS2043  HISTORY     - Date     Condition        Report By
 CS2043  HISTORY     - 1934     MONUMENTED       CGS
 CS2043  HISTORY     - 1942     GOOD             NGS
 CS2043  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 CS2043
 CS2043                          STATION DESCRIPTION
 CS2043
 CS2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CS2043'IN ITASCA.
 CS2043'AT ITASCA AND ALONG THE M K AND T R R 128 YARDS S OF THE DEPOT.  29
 CS2043'FEET E OF CENTER OF MAIN TRACK.  30 FEET W OF CENTER OF A SIDE TRACK.
 CS2043
 CS2043                          STATION RECOVERY (1942)
 CS2043
 CS2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CS2043'RECOVERED IN GOOD CONDITION.
 CS2043
 CS2043                          STATION RECOVERY (1999)
 CS2043
 CS2043'RECOVERY NOTE BY US POWER SQUADRON 1999
 CS2043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0989 ***********************************************************************
 BY0989  DESIGNATION -  L 303
 BY0989  PID         -  BY0989
 BY0989  STATE/COUNTY-  TX/ANGELINA
 BY0989  USGS QUAD   -  HUNTINGTON (1980)
 BY0989
 BY0989                         *CURRENT SURVEY CONTROL
 BY0989  ___________________________________________________________________
 BY0989* NAD 83(1986)-  31 15 52.     (N)    094 33 03.     (W)     SCALED    
 BY0989* NAVD 88     -        86.42   (+/-2cm)     283.5    (feet)  VERTCON   
 BY0989  ___________________________________________________________________
 BY0989  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BY0989
 BY0989  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0989
 BY0989.The horizontal coordinates were scaled from a topographic map and have
 BY0989.an estimated accuracy of +/- 6 seconds.
 BY0989
 BY0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0989.The vertical order pertains to the NGVD 29 superseded value.
 BY0989
 BY0989.The geoid height was determined by GEOID03.
 BY0989
 BY0989;                    North         East    Units  Estimated Accuracy
 BY0989;SPC TX C     - 3,191,430.    1,250,420.      MT  (+/- 180 meters Scaled)
 BY0989
 BY0989                          SUPERSEDED SURVEY CONTROL
 BY0989
 BY0989  NGVD 29 (??/??/92)   86.452  (m)          283.63   (f) ADJ UNCH    2 0
 BY0989
 BY0989.Superseded values are not recommended for survey control.
 BY0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0989.See file dsdata.txt to determine how the superseded data were derived.
 BY0989
 BY0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ523599(NAD 83)
 BY0989_MARKER: DB = BENCH MARK DISK
 BY0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0989_STAMPING: L 303 1934
 BY0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0989+STABILITY: SURFACE MOTION
 BY0989
 BY0989  HISTORY     - Date     Condition        Report By
 BY0989  HISTORY     - 1934     MONUMENTED       CGS
 BY0989  HISTORY     - 1952     GOOD             NGS
 BY0989
 BY0989                          STATION DESCRIPTION
 BY0989
 BY0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY0989'1.8 MI SE FROM HUNTINGTON.
 BY0989'1.8 MILES SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BY0989'HUNTINGTON, ANGELINA COUNTY, 0.1 MILE NORTH OF PRESTRIDGE, 50 YARDS
 BY0989'NORTHWEST OF MILEPOST 125, AT THE OLD ST. LOUIS SOUTHWESTERN RAILWAY
 BY0989'CROSSING, 63 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 18 FEET
 BY0989'WEST OF A LARGE OAK TREE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0021 ***********************************************************************
 BL0021  DESIGNATION -  L 304
 BL0021  PID         -  BL0021
 BL0021  STATE/COUNTY-  TX/TYLER
 BL0021  USGS QUAD   -  HILLISTER (1984)
 BL0021
 BL0021                         *CURRENT SURVEY CONTROL
 BL0021  ___________________________________________________________________
 BL0021* NAD 83(1986)-  30 38 08.     (N)    094 24 01.     (W)     SCALED    
 BL0021* NAVD 88     -        47.16   (+/-2cm)     154.7    (feet)  VERTCON   
 BL0021  ___________________________________________________________________
 BL0021  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BL0021
 BL0021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0021
 BL0021.The horizontal coordinates were scaled from a topographic map and have
 BL0021.an estimated accuracy of +/- 6 seconds.
 BL0021
 BL0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0021.The vertical order pertains to the NGVD 29 superseded value.
 BL0021
 BL0021.The geoid height was determined by GEOID03.
 BL0021
 BL0021;                    North         East    Units  Estimated Accuracy
 BL0021;SPC TX C     - 3,122,570.    1,268,450.      MT  (+/- 180 meters Scaled)
 BL0021
 BL0021                          SUPERSEDED SURVEY CONTROL
 BL0021
 BL0021  NGVD 29 (??/??/92)   47.158  (m)          154.72   (f) ADJ UNCH    2 0
 BL0021
 BL0021.Superseded values are not recommended for survey control.
 BL0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0021.See file dsdata.txt to determine how the superseded data were derived.
 BL0021
 BL0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP658900(NAD 83)
 BL0021_MARKER: DB = BENCH MARK DISK
 BL0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0021_STAMPING: L 304 1934
 BL0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0021+STABILITY: SURFACE MOTION
 BL0021
 BL0021  HISTORY     - Date     Condition        Report By
 BL0021  HISTORY     - 1934     MONUMENTED       CGS
 BL0021
 BL0021                          STATION DESCRIPTION
 BL0021
 BL0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BL0021'8.9 MI N FROM VILLAGE MILLS.
 BL0021'8.9 MI N OF AND ALONG THE S P R R 0.1 MI N OF MILEPOST 74.  30 YARDS N
 BL0021'OF THE NW CORNER OF BRIDGE 74B.  20 YARDS W OF CENTER OF TRACK.  AT S
 BL0021'END OF A DEEP CUT AND ABOUT 4 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0467 ***********************************************************************
 AW0467  DESIGNATION -  L 305
 AW0467  PID         -  AW0467
 AW0467  STATE/COUNTY-  TX/GALVESTON
 AW0467  USGS QUAD   -  VIRGINIA POINT (1994)
 AW0467
 AW0467                         *CURRENT SURVEY CONTROL
 AW0467  ___________________________________________________________________
 AW0467* NAD 83(1986)-  29 18 13.     (N)    094 53 55.     (W)     SCALED    
 AW0467* NAVD 88     -         3.941  (meters)      12.93   (feet)  ADJUSTED  
 AW0467  ___________________________________________________________________
 AW0467  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW0467  DYNAMIC HT  -           3.936 (meters)      12.91  (feet)  COMP
 AW0467  MODELED GRAV-     979,262.0   (mgal)                       NAVD 88
 AW0467
 AW0467  VERT ORDER  -  FIRST     CLASS II
 AW0467
 AW0467.The horizontal coordinates were scaled from a topographic map and have
 AW0467.an estimated accuracy of +/- 6 seconds.
 AW0467
 AW0467.The orthometric height was determined by differential leveling
 AW0467.and adjusted by the National Geodetic Survey in March 1997..
 AW0467
 AW0467.The geoid height was determined by GEOID03.
 AW0467
 AW0467.The dynamic height is computed by dividing the NAVD 88
 AW0467.geopotential number by the normal gravity value computed on the
 AW0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0467.degrees latitude (g = 980.6199 gals.).
 AW0467
 AW0467.The modeled gravity was interpolated from observed gravity values.
 AW0467
 AW0467;                    North         East    Units  Estimated Accuracy
 AW0467;SPC TXSC     - 4,169,930.      998,330.      MT  (+/- 180 meters Scaled)
 AW0467
 AW0467                          SUPERSEDED SURVEY CONTROL
 AW0467
 AW0467  NAVD 88 (06/15/91)    3.939  (m)           12.92   (f) UNKNOWN     1 2
 AW0467  NGVD 29 (12/23/87)    3.936  (m)           12.91   (f) ADJUSTED    1 2
 AW0467
 AW0467.Superseded values are not recommended for survey control.
 AW0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0467.See file dsdata.txt to determine how the superseded data were derived.
 AW0467
 AW0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN156431(NAD 83)
 AW0467_MARKER: DB = BENCH MARK DISK
 AW0467_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AW0467_SP_SET: SEAWALL
 AW0467_STAMPING: L 305 1935 13.944
 AW0467_MARK LOGO: CGS   
 AW0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0467+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 AW0467
 AW0467  HISTORY     - Date     Condition        Report By
 AW0467  HISTORY     - 1935     MONUMENTED       CGS
 AW0467  HISTORY     - 1973     GOOD             NGS
 AW0467  HISTORY     - 1976     GOOD             NGS
 AW0467  HISTORY     - 1976     GOOD             NGS
 AW0467  HISTORY     - 1978     GOOD             NGS
 AW0467  HISTORY     - 1983     GOOD             NGS
 AW0467  HISTORY     - 1987     GOOD             USPSQD
 AW0467  HISTORY     - 1987     GOOD             NGS
 AW0467  HISTORY     - 1988     GOOD             USPSQD
 AW0467  HISTORY     - 1988     GOOD             USPSQD
 AW0467  HISTORY     - 1989     GOOD             USPSQD
 AW0467  HISTORY     - 1990     GOOD             USPSQD
 AW0467  HISTORY     - 19950624 GOOD             USPSQD
 AW0467  HISTORY     - 19961205 GOOD             NGS
 AW0467  HISTORY     - 20041208 GOOD             USPSQD
 AW0467  HISTORY     - 20051209 GOOD             USPSQD
 AW0467
 AW0467                          STATION DESCRIPTION
 AW0467
 AW0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0467'IN VIRGINIA POINT.
 AW0467'AT VIRGINIA POINT, 0.1 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND
 AW0467'SANTA FE RAILWAY FROM THE SIGNAL STATION, IN THE TOP OF A CONCRETE
 AW0467'SEAWALL, 9.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 3.0 FEET SOUTH OF
 AW0467'THE EAST CORNER OF A BATTERY BOX, 3.7 FEET NORTH OF THE NORTHEAST END
 AW0467'OF THE NORTHEAST CONCRETE CURB OF THE RAILROAD CAUSEWAY, AND ABOUT 2
 AW0467'1/2 FEET LOWER THAN THE TRACK.
 AW0467
 AW0467                          STATION RECOVERY (1976)
 AW0467
 AW0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0467'RECOVERED IN GOOD CONDITION.
 AW0467
 AW0467                          STATION RECOVERY (1976)
 AW0467
 AW0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0467'RECOVERED IN GOOD CONDITION.
 AW0467
 AW0467                          STATION RECOVERY (1978)
 AW0467
 AW0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0467'RECOVERED IN GOOD CONDITION.
 AW0467
 AW0467                          STATION RECOVERY (1983)
 AW0467
 AW0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0467'RECOVERED IN GOOD CONDITION.
 AW0467
 AW0467                          STATION RECOVERY (1987)
 AW0467
 AW0467'RECOVERY NOTE BY US POWER SQUADRON 1987 (TMD)
 AW0467'RECOVERED IN GOOD CONDITION.
 AW0467
 AW0467                          STATION RECOVERY (1987)
 AW0467
 AW0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0467'RECOVERED IN GOOD CONDITION.
 AW0467
 AW0467                          STATION RECOVERY (1988)
 AW0467
 AW0467'RECOVERY NOTE BY US POWER SQUADRON 1988 (DM)
 AW0467'RECOVERED IN GOOD CONDITION.
 AW0467
 AW0467                          STATION RECOVERY (1988)
 AW0467
 AW0467'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW0467'RECOVERED IN GOOD CONDITION.
 AW0467
 AW0467                          STATION RECOVERY (1989)
 AW0467
 AW0467'RECOVERY NOTE BY US POWER SQUADRON 1989 (MVM)
 AW0467'RECOVERED IN GOOD CONDITION.
 AW0467
 AW0467                          STATION RECOVERY (1990)
 AW0467
 AW0467'RECOVERY NOTE BY US POWER SQUADRON 1990 (DM)
 AW0467'RECOVERED IN GOOD CONDITION.
 AW0467
 AW0467                          STATION RECOVERY (1995)
 AW0467
 AW0467'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW0467'RECOVERED IN GOOD CONDITION.
 AW0467
 AW0467                          STATION RECOVERY (1996)
 AW0467
 AW0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0467'0.1 KM (0.05 MI) NORTHERLY ALONG HARBORSIDE DRIVE FROM THE JUNCTION OF
 AW0467'INTERSTATE HIGHWAY 45 IN GALVESTON, THENCE 4.0 KM (2.50 MI)
 AW0467'NORTHWESTERLY ALONG THE OLD CAUSEWAY AND THE BURLINGTON NORTHERN
 AW0467'RAILROAD, IN TOP OF AND 1.5 M (4.9 FT) NORTHWEST OF THE SOUTHEAST END
 AW0467'OF A CONCRETE SEAWALL, 17.5 M (57.4 FT) NORTHEAST OF THE CENTER OF A
 AW0467'PAVED ROAD, 3.8 M (12.5 FT) NORTHEAST OF THE NEAR RAIL, 1.4 M (4.6 FT)
 AW0467'NORTH OF THE NORTHEAST CORNER OF A RAILROAD BRIDGE SPANNING GALVESTON
 AW0467'BAY, AND 1.0 M (3.3 FT) SOUTH OF A FOOTING FOR A RAILROAD SIGNAL
 AW0467'(SIGNAL REMOVED) .
 AW0467
 AW0467                          STATION RECOVERY (2004)
 AW0467
 AW0467'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0467'RECOVERED IN GOOD CONDITION.
 AW0467
 AW0467                          STATION RECOVERY (2005)
 AW0467
 AW0467'RECOVERY NOTE BY US POWER SQUADRON 2005 (DM)
 AW0467'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0330 ***********************************************************************
 AX0330  DESIGNATION -  L 307
 AX0330  PID         -  AX0330
 AX0330  STATE/COUNTY-  TX/WHARTON
 AX0330  USGS QUAD   -  PIERCE (1980)
 AX0330
 AX0330                         *CURRENT SURVEY CONTROL
 AX0330  ___________________________________________________________________
 AX0330* NAD 83(1986)-  29 13 14.     (N)    096 13 40.     (W)     SCALED    
 AX0330* NAVD 88     -        31.62   (+/-2cm)     103.7    (feet)  VERTCON   
 AX0330  ___________________________________________________________________
 AX0330  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX0330
 AX0330  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0330
 AX0330.The horizontal coordinates were scaled from a topographic map and have
 AX0330.an estimated accuracy of +/- 6 seconds.
 AX0330
 AX0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0330.The vertical order pertains to the NGVD 29 superseded value.
 AX0330
 AX0330.The geoid height was determined by GEOID03.
 AX0330
 AX0330;                    North         East    Units  Estimated Accuracy
 AX0330;SPC TXSC     - 4,156,940.      869,490.      MT  (+/- 180 meters Scaled)
 AX0330
 AX0330                          SUPERSEDED SURVEY CONTROL
 AX0330
 AX0330  NGVD 29 (??/??/92)   31.629  (m)          103.77   (f) ADJ UNCH    2 0
 AX0330
 AX0330.Superseded values are not recommended for survey control.
 AX0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0330.See file dsdata.txt to determine how the superseded data were derived.
 AX0330
 AX0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT694356(NAD 83)
 AX0330_MARKER: DB = BENCH MARK DISK
 AX0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0330_STAMPING: L 307 1935
 AX0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0330+STABILITY: SURFACE MOTION
 AX0330
 AX0330  HISTORY     - Date     Condition        Report By
 AX0330  HISTORY     - 1935     MONUMENTED       CGS
 AX0330  HISTORY     - 1987     MARK NOT FOUND   NGS
 AX0330
 AX0330                          STATION DESCRIPTION
 AX0330
 AX0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AX0330'3 2 MI NE FROM EL CAMPO.
 AX0330'3.2 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AX0330'STATION AT EL CAMPO, WHARTON COUNTY, 7 FEET NORTHEAST OF THE FIFTH
 AX0330'POLE NORTHEAST OF MILEPOST 36, 60 FEET EAST OF THE CENTER OF A
 AX0330'DIRT-ROAD CROSSING, 38 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 36 FEET
 AX0330'NORTHWEST OF THE CENTER LINE OF A DIRT ROAD PARALLELING THE TRACK,
 AX0330'NEAR THE RIGHT-OF-WAY FENCE CORNER, 3 FEET WEST OF A WHITE WOODEN
 AX0330'WITNESS POST, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 AX0330'STAMPED L 307 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX0330'0.4 FOOT ABOVE GROUND.
 AX0330
 AX0330                          STATION RECOVERY (1987)
 AX0330
 AX0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AX0330'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0320 ***********************************************************************
 BL0320  DESIGNATION -  L 308
 BL0320  PID         -  BL0320
 BL0320  STATE/COUNTY-  TX/HARDIN
 BL0320  USGS QUAD   -  SILSBEE (1984)
 BL0320
 BL0320                         *CURRENT SURVEY CONTROL
 BL0320  ___________________________________________________________________
 BL0320* NAD 83(1986)-  30 21 13.     (N)    094 07 32.     (W)     SCALED    
 BL0320* NAVD 88     -        11.83   (+/-2cm)      38.8    (feet)  VERTCON   
 BL0320  ___________________________________________________________________
 BL0320  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BL0320
 BL0320  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0320
 BL0320.The horizontal coordinates were scaled from a topographic map and have
 BL0320.an estimated accuracy of +/- 6 seconds.
 BL0320
 BL0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0320.The vertical order pertains to the NGVD 29 superseded value.
 BL0320
 BL0320.The geoid height was determined by GEOID03.
 BL0320
 BL0320;                    North         East    Units  Estimated Accuracy
 BL0320;SPC TX C     - 3,092,800.    1,296,490.      MT  (+/- 180 meters Scaled)
 BL0320
 BL0320                          SUPERSEDED SURVEY CONTROL
 BL0320
 BL0320  NGVD 29 (??/??/92)   11.814  (m)           38.76   (f) ADJ UNCH    2 0
 BL0320
 BL0320.Superseded values are not recommended for survey control.
 BL0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0320.See file dsdata.txt to determine how the superseded data were derived.
 BL0320
 BL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP918585(NAD 83)
 BL0320_MARKER: DB = BENCH MARK DISK
 BL0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0320_STAMPING: L 308 1934
 BL0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0320+STABILITY: SURFACE MOTION
 BL0320
 BL0320  HISTORY     - Date     Condition        Report By
 BL0320  HISTORY     - 1934     MONUMENTED       CGS
 BL0320  HISTORY     - 1955     MARK NOT FOUND   NGS
 BL0320  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 BL0320
 BL0320                          STATION DESCRIPTION
 BL0320
 BL0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BL0320'3.1 MI E FROM SILSBEE.
 BL0320'3.1 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BL0320'STATION AT SILSBEE, HARDIN COUNTY, ABOUT 390 YARDS WEST OF MILEPOST
 BL0320'24, 99 YARDS WEST OF A BOX CULVERT, 160 FEET NORTH OF THE CENTERLINE
 BL0320'OF THE TRACK, 60 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 59, AND
 BL0320'AT A FENCE CORNER.  A STATE SURVEY STANDARD DISK, STAMPED L 308 1934
 BL0320'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD-WIDENING
 BL0320'PROCESS IN THE AREA.
 BL0320
 BL0320                          STATION RECOVERY (1997)
 BL0320
 BL0320'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2381 ***********************************************************************
 AW2381  DESIGNATION -  L 309
 AW2381  PID         -  AW2381
 AW2381  STATE/COUNTY-  TX/JEFFERSON
 AW2381  USGS QUAD   -  FANNETT EAST (1964)
 AW2381
 AW2381                         *CURRENT SURVEY CONTROL
 AW2381  ___________________________________________________________________
 AW2381* NAD 83(1986)-  29 59 46.     (N)    094 11 26.     (W)     SCALED    
 AW2381* NAVD 88     -         5.73   (+/-2cm)      18.8    (feet)  VERTCON   
 AW2381  ___________________________________________________________________
 AW2381  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AW2381
 AW2381  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2381
 AW2381.The horizontal coordinates were scaled from a topographic map and have
 AW2381.an estimated accuracy of +/- 6 seconds.
 AW2381
 AW2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2381.The vertical order pertains to the NGVD 29 superseded value.
 AW2381
 AW2381.The geoid height was determined by GEOID03.
 AW2381
 AW2381;                    North         East    Units  Estimated Accuracy
 AW2381;SPC TXSC     - 4,249,240.    1,063,900.      MT  (+/- 180 meters Scaled)
 AW2381
 AW2381                          SUPERSEDED SURVEY CONTROL
 AW2381
 AW2381  NGVD 29 (??/??/92)    5.737  (m)           18.82   (f) ADJ UNCH    2 0
 AW2381
 AW2381.Superseded values are not recommended for survey control.
 AW2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2381.See file dsdata.txt to determine how the superseded data were derived.
 AW2381
 AW2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP851189(NAD 83)
 AW2381_MARKER: DB = BENCH MARK DISK
 AW2381_SETTING: 0 = UNSPECIFIED SETTING
 AW2381_STAMPING: L 309 1935
 AW2381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2381
 AW2381  HISTORY     - Date     Condition        Report By
 AW2381  HISTORY     - 1935     MONUMENTED       CGS
 AW2381  HISTORY     - 1958     MARK NOT FOUND   NGS
 AW2381  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2381  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW2381  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2381  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 AW2381
 AW2381                          STATION DESCRIPTION
 AW2381
 AW2381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2381'5.8 MI NE FROM FANNETT.
 AW2381'AT A ROAD CROSSING-- 107 YARDS N. E. OF MILE POST 69.  47 FEET EAST OF
 AW2381'CENTER OF THE TRACK.  34 FEET WEST OF STATE HIGHWAY 125.  AND AT THE
 AW2381'FENCE LINE.
 AW2381
 AW2381                          STATION RECOVERY (1987)
 AW2381
 AW2381'RECOVERY NOTE BY US POWER SQUADRON 1987 (FNG)
 AW2381'MARK NOT FOUND.
 AW2381
 AW2381                          STATION RECOVERY (1988)
 AW2381
 AW2381'RECOVERY NOTE BY US POWER SQUADRON 1988 (WS)
 AW2381'MARK NOT FOUND.
 AW2381
 AW2381                          STATION RECOVERY (2001)
 AW2381
 AW2381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2381'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2381
 AW2381                          STATION RECOVERY (2004)
 AW2381
 AW2381'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0155 ***********************************************************************
 AZ0155  DESIGNATION -  L 31
 AZ0155  PID         -  AZ0155
 AZ0155  STATE/COUNTY-  TX/KINNEY
 AZ0155  USGS QUAD   -  STANDART (1979)
 AZ0155
 AZ0155                         *CURRENT SURVEY CONTROL
 AZ0155  ___________________________________________________________________
 AZ0155* NAD 83(1986)-  29 18 58.     (N)    100 36 03.     (W)     SCALED    
 AZ0155* NAVD 88     -       323.275  (meters)    1060.61   (feet)  POSTED    
 AZ0155  ___________________________________________________________________
 AZ0155  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 AZ0155  DYNAMIC HT  -         322.800 (meters)    1059.05  (feet)  COMP
 AZ0155  MODELED GRAV-     979,164.6   (mgal)                       NAVD 88
 AZ0155
 AZ0155  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AZ0155
 AZ0155.The horizontal coordinates were scaled from a topographic map and have
 AZ0155.an estimated accuracy of +/- 6 seconds.
 AZ0155
 AZ0155.The orthometric height was determined by differential leveling
 AZ0155.and adjusted by the National Geodetic Survey in 1992..
 AZ0155.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AZ0155.rate of 0.0 thru 1.0 mm/km.
 AZ0155
 AZ0155.The geoid height was determined by GEOID03.
 AZ0155
 AZ0155.The dynamic height is computed by dividing the NAVD 88
 AZ0155.geopotential number by the normal gravity value computed on the
 AZ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0155.degrees latitude (g = 980.6199 gals.).
 AZ0155
 AZ0155.The modeled gravity was interpolated from observed gravity values.
 AZ0155
 AZ0155;                    North         East    Units  Estimated Accuracy
 AZ0155;SPC TXSC     - 4,165,400.      444,520.      MT  (+/- 180 meters Scaled)
 AZ0155
 AZ0155                          SUPERSEDED SURVEY CONTROL
 AZ0155
 AZ0155.No superseded survey control is available for this station.
 AZ0155
 AZ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT445440(NAD 83)
 AZ0155_MARKER: Q = CHISELED SQUARE
 AZ0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AZ0155_SP_SET: ABUTMENT
 AZ0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AZ0155
 AZ0155  HISTORY     - Date     Condition        Report By
 AZ0155  HISTORY     - UNK      MONUMENTED       CGS
 AZ0155  HISTORY     - 1957     MARK NOT FOUND   NGS
 AZ0155  HISTORY     - 1982     MARK NOT FOUND   NGS
 AZ0155
 AZ0155                          STATION DESCRIPTION
 AZ0155
 AZ0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0155'2.2 MI E FROM STANDART.
 AZ0155'ABOUT 2.2 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 AZ0155'STANDART, KINNEY COUNTY, ABOUT MIDWAY BETWEEN THE NINETEENTH AND
 AZ0155'TWENTIETH POLES EAST OF MILEPOST 358, AT BRIDGE 357-B, ON THE WEST
 AZ0155'ABUTMENT, AND 3 FEET NORTH OF THE TRACK.  AN OUTLINED SQUARE.  NOTE--
 AZ0155'THE TOP PART OF THE ABUTMENT IS CRUMBLING AWAY.
 AZ0155
 AZ0155                          STATION RECOVERY (1982)
 AZ0155
 AZ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AZ0155'NOTE, NOT RECOVERED IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2444 ***********************************************************************
 AW2444  DESIGNATION -  L 310
 AW2444  PID         -  AW2444
 AW2444  STATE/COUNTY-  TX/JEFFERSON
 AW2444  USGS QUAD   -  SOUTH OF STAR LAKE (1994)
 AW2444
 AW2444                         *CURRENT SURVEY CONTROL
 AW2444  ___________________________________________________________________
 AW2444* NAD 83(1986)-  29 36 45.     (N)    094 13 18.     (W)     SCALED    
 AW2444* NAVD 88     -         1.67   (+/-2cm)       5.5    (feet)  VERTCON   
 AW2444  ___________________________________________________________________
 AW2444  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AW2444
 AW2444  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW2444
 AW2444.The horizontal coordinates were scaled from a topographic map and have
 AW2444.an estimated accuracy of +/- 6 seconds.
 AW2444
 AW2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2444.The vertical order pertains to the NGVD 29 superseded value.
 AW2444
 AW2444.The geoid height was determined by GEOID03.
 AW2444
 AW2444;                    North         East    Units  Estimated Accuracy
 AW2444;SPC TXSC     - 4,206,630.    1,062,640.      MT  (+/- 180 meters Scaled)
 AW2444
 AW2444                          SUPERSEDED SURVEY CONTROL
 AW2444
 AW2444  NGVD 29 (??/??/92)    1.67   (m)            5.5    (f) COMPUTED    2 0
 AW2444
 AW2444.Superseded values are not recommended for survey control.
 AW2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2444.See file dsdata.txt to determine how the superseded data were derived.
 AW2444
 AW2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN817764(NAD 83)
 AW2444_MARKER: DB = BENCH MARK DISK
 AW2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2444_STAMPING: L 310 1935
 AW2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2444+STABILITY: SURFACE MOTION
 AW2444
 AW2444  HISTORY     - Date     Condition        Report By
 AW2444  HISTORY     - 1935     MONUMENTED       CGS
 AW2444  HISTORY     - 1953     MARK NOT FOUND   NGS
 AW2444  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 AW2444
 AW2444                          STATION DESCRIPTION
 AW2444
 AW2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AW2444'12.9 MI E FROM HIGH ISLAND.
 AW2444'12.9 MILES EAST OF AND ALONG STATE HIGHWAY 87.  100 FEET NORTH OF THE
 AW2444'OLD ROAD BED.  110 YARDS NORTH OF THE GULF.
 AW2444
 AW2444                          STATION RECOVERY (1953)
 AW2444
 AW2444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 AW2444'MARK NOT FOUND.
 AW2444
 AW2444                          STATION RECOVERY (2002)
 AW2444
 AW2444'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AW2444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1465 ***********************************************************************
 BL1465  DESIGNATION -  L 312 RESET
 BL1465  PID         -  BL1465
 BL1465  STATE/COUNTY-  TX/MONTGOMERY
 BL1465  USGS QUAD   -  KEENAN (1976)
 BL1465
 BL1465                         *CURRENT SURVEY CONTROL
 BL1465  ___________________________________________________________________
 BL1465* NAD 83(1986)-  30 22 17.     (N)    095 41 54.     (W)     SCALED    
 BL1465* NAVD 88     -       101.33   (+/-2cm)     332.4    (feet)  VERTCON   
 BL1465  ___________________________________________________________________
 BL1465  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BL1465
 BL1465  VERT ORDER  -  THIRD (See Below)
 BL1465
 BL1465.The horizontal coordinates were scaled from a topographic map and have
 BL1465.an estimated accuracy of +/- 6 seconds.
 BL1465
 BL1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1465.The vertical order pertains to the NGVD 29 superseded value.
 BL1465
 BL1465.The geoid height was determined by GEOID03.
 BL1465
 BL1465;                    North         East    Units  Estimated Accuracy
 BL1465;SPC TX C     - 3,087,400.    1,145,380.      MT  (+/- 180 meters Scaled)
 BL1465
 BL1465                          SUPERSEDED SURVEY CONTROL
 BL1465
 BL1465  NGVD 29 (01/29/03)  101.33   (m)          332.4    (f) RESET       3  
 BL1465
 BL1465.Superseded values are not recommended for survey control.
 BL1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1465.See file dsdata.txt to determine how the superseded data were derived.
 BL1465
 BL1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP406630(NAD 83)
 BL1465_MARKER: DB = BENCH MARK DISK
 BL1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1465_STAMPING: L 312 RESET 1954
 BL1465_MARK LOGO: CGS   
 BL1465_MAGNETIC: N = NO MAGNETIC MATERIAL
 BL1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1465+STABILITY: SURFACE MOTION
 BL1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BL1465+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 BL1465
 BL1465  HISTORY     - Date     Condition        Report By
 BL1465  HISTORY     - 1954     MONUMENTED       CGS
 BL1465  HISTORY     - 19920314 GOOD             USPSQD
 BL1465  HISTORY     - 20001024 GOOD             NGS
 BL1465  HISTORY     - 20050806 GOOD             GEOCAC
 BL1465
 BL1465                          STATION DESCRIPTION
 BL1465
 BL1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BL1465'5.8 MI E FROM DOBBIN.
 BL1465'5.8 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM THE
 BL1465'STATION AT DOBBIN, AT THE CROSSING OF FARM ROAD 149, 69 FEET NORTHEAST
 BL1465'OF THE NORTHEAST RAIL, 9 1/2 POLES NORTHWEST OF MILEPOST 56, 33 FEET
 BL1465'SOUTH OF A 24 INCH PINE TREE, 54 FEET WEST OF THE CENTER LINE OF THE
 BL1465'FARM ROAD, 5.5 FEET SOUTH OF A FENCE CORNER, SET IN THE TOP OF A
 BL1465'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL1465
 BL1465                          STATION RECOVERY (1992)
 BL1465
 BL1465'RECOVERY NOTE BY US POWER SQUADRON 1992 (DDD)
 BL1465'RECOVERED IN GOOD CONDITION.
 BL1465
 BL1465                          STATION RECOVERY (2000)
 BL1465
 BL1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (WMC)
 BL1465'RECOVERED AS DESCRIBED.
 BL1465
 BL1465                          STATION RECOVERY (2005)
 BL1465
 BL1465'RECOVERY NOTE BY GEOCACHING 2005 (DMW)
 BL1465'COORDINATES BY HANDHELD GPS (NAD83) N30 22 16.6  W095 41 53.9
 BL1465'1 FOOT SOUTH OF FENCE CORNER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0125 ***********************************************************************
 BM0125  DESIGNATION -  L 313
 BM0125  PID         -  BM0125
 BM0125  STATE/COUNTY-  TX/GRIMES
 BM0125  USGS QUAD   -  COURTNEY (1989)
 BM0125
 BM0125                         *CURRENT SURVEY CONTROL
 BM0125  ___________________________________________________________________
 BM0125* NAD 83(1986)-  30 22 07.     (N)    096 04 22.     (W)     SCALED    
 BM0125* NAVD 88     -        65.89   (+/-2cm)     216.2    (feet)  VERTCON   
 BM0125  ___________________________________________________________________
 BM0125  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BM0125
 BM0125  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0125
 BM0125.The horizontal coordinates were scaled from a topographic map and have
 BM0125.an estimated accuracy of +/- 6 seconds.
 BM0125
 BM0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0125.The vertical order pertains to the NGVD 29 superseded value.
 BM0125
 BM0125.The geoid height was determined by GEOID03.
 BM0125
 BM0125;                    North         East    Units  Estimated Accuracy
 BM0125;SPC TX C     - 3,085,660.    1,109,430.      MT  (+/- 180 meters Scaled)
 BM0125
 BM0125                          SUPERSEDED SURVEY CONTROL
 BM0125
 BM0125  NGVD 29 (??/??/92)   65.868  (m)          216.10   (f) ADJ UNCH    2 0
 BM0125
 BM0125.Superseded values are not recommended for survey control.
 BM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0125.See file dsdata.txt to determine how the superseded data were derived.
 BM0125
 BM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU813632(NAD 83)
 BM0125_MARKER: DB = BENCH MARK DISK
 BM0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0125_STAMPING: L 313 1935
 BM0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0125+STABILITY: SURFACE MOTION
 BM0125
 BM0125  HISTORY     - Date     Condition        Report By
 BM0125  HISTORY     - 1935     MONUMENTED       CGS
 BM0125  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 BM0125  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 BM0125
 BM0125                          STATION DESCRIPTION
 BM0125
 BM0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0125'1.7 MI SE FROM NAVASOTA.
 BM0125'1.7 MILES SOUTHEAST ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD
 BM0125'FROM THE STATION AT NAVASOTA, GRIMES COUNTY, 36 YARDS NORTHWEST OF
 BM0125'MILEPOST 47, 8 YARDS EAST OF THE CENTER OF A ROAD CROSSING, 18 YARDS
 BM0125'NORTHEAST OF THE CENTERLINE OF THE GULF, COLORADO AND SANTA FE RAILWAY
 BM0125'TRACK, AND 15 YARDS SOUTHWEST OF THE CENTERLINE OF THE I-G.N. TRACK. A
 BM0125'STANDARD DISK, STAMPED L 313 1935 AND SET IN THE TOP OF A CONCRETE
 BM0125'POST.  NOTE-- THE INTERNATIONAL-GREAT NORTHERN RAILROAD IS NOW THE
 BM0125'MISSOURI PACIFIC.
 BM0125
 BM0125                          STATION RECOVERY (1991)
 BM0125
 BM0125'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAL)
 BM0125'MARK NOT FOUND.
 BM0125
 BM0125                          STATION RECOVERY (1994)
 BM0125
 BM0125'RECOVERY NOTE BY US POWER SQUADRON 1994
 BM0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1998 ***********************************************************************
 AX1998  DESIGNATION -  L 315
 AX1998  PID         -  AX1998
 AX1998  STATE/COUNTY-  TX/GONZALES
 AX1998  USGS QUAD   -  NIXON (1987)
 AX1998
 AX1998                         *CURRENT SURVEY CONTROL
 AX1998  ___________________________________________________________________
 AX1998* NAD 83(1986)-  29 15 57.     (N)    097 46 19.     (W)     SCALED    
 AX1998* NAVD 88     -       119.99   (+/-2cm)     393.7    (feet)  VERTCON   
 AX1998  ___________________________________________________________________
 AX1998  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX1998
 AX1998  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1998
 AX1998.The horizontal coordinates were scaled from a topographic map and have
 AX1998.an estimated accuracy of +/- 6 seconds.
 AX1998
 AX1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1998.The vertical order pertains to the NGVD 29 superseded value.
 AX1998
 AX1998.The geoid height was determined by GEOID03.
 AX1998
 AX1998;                    North         East    Units  Estimated Accuracy
 AX1998;SPC TXSC     - 4,159,390.      719,340.      MT  (+/- 180 meters Scaled)
 AX1998
 AX1998                          SUPERSEDED SURVEY CONTROL
 AX1998
 AX1998  NGVD 29 (??/??/92)  119.953  (m)          393.55   (f) ADJ UNCH    2 0
 AX1998
 AX1998.Superseded values are not recommended for survey control.
 AX1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1998.See file dsdata.txt to determine how the superseded data were derived.
 AX1998
 AX1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT193380(NAD 83)
 AX1998_MARKER: DB = BENCH MARK DISK
 AX1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1998_STAMPING: L 315 1935
 AX1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1998+STABILITY: SURFACE MOTION
 AX1998
 AX1998  HISTORY     - Date     Condition        Report By
 AX1998  HISTORY     - 1935     MONUMENTED       CGS
 AX1998  HISTORY     - 1943     GOOD             NGS
 AX1998  HISTORY     - 1961     GOOD             USGS
 AX1998
 AX1998                          STATION DESCRIPTION
 AX1998
 AX1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1998'0.5 MI W FROM NIXON.
 AX1998'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1998'STATION AT NIXON-- PROCEED 0.5 MILE WESTERLY ALONG THE RAILROAD TO
 AX1998'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 204.0 FEET EAST OF THE
 AX1998'GONZALES-WILSON COUNTY LINE, AND 48.0 FEET NORTH OF THE CENTERLINE OF
 AX1998'U. S. HIGHWAY NO.87.  IT IS 48.0 FEET EAST OF MILEPOST 90, 40.0 FEET
 AX1998'SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF TRACK, AND
 AX1998'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4
 AX1998'FOOT.
 AX1998
 AX1998                          STATION RECOVERY (1961)
 AX1998
 AX1998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AX1998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1845 ***********************************************************************
 AX1845  DESIGNATION -  L 316
 AX1845  PID         -  AX1845
 AX1845  STATE/COUNTY-  TX/GUADALUPE
 AX1845  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX1845
 AX1845                         *CURRENT SURVEY CONTROL
 AX1845  ___________________________________________________________________
 AX1845* NAD 83(1986)-  29 29 08.     (N)    097 56 56.     (W)     SCALED    
 AX1845* NAVD 88     -       167.87   (+/-2cm)     550.8    (feet)  VERTCON   
 AX1845  ___________________________________________________________________
 AX1845  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 AX1845
 AX1845  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1845
 AX1845.The horizontal coordinates were scaled from a topographic map and have
 AX1845.an estimated accuracy of +/- 6 seconds.
 AX1845
 AX1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1845.The vertical order pertains to the NGVD 29 superseded value.
 AX1845
 AX1845.The geoid height was determined by GEOID03.
 AX1845
 AX1845;                    North         East    Units  Estimated Accuracy
 AX1845;SPC TXSC     - 4,183,570.      701,920.      MT  (+/- 180 meters Scaled)
 AX1845
 AX1845                          SUPERSEDED SURVEY CONTROL
 AX1845
 AX1845  NGVD 29 (??/??/92)  167.790  (m)          550.49   (f) ADJ UNCH    2 0
 AX1845
 AX1845.Superseded values are not recommended for survey control.
 AX1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1845.See file dsdata.txt to determine how the superseded data were derived.
 AX1845
 AX1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT018622(NAD 83)
 AX1845_MARKER: DB = BENCH MARK DISK
 AX1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1845_STAMPING: L 316 1935
 AX1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1845+STABILITY: SURFACE MOTION
 AX1845
 AX1845  HISTORY     - Date     Condition        Report By
 AX1845  HISTORY     - 1935     MONUMENTED       CGS
 AX1845  HISTORY     - 1943     GOOD             NGS
 AX1845  HISTORY     - 19930808 GOOD             USPSQD
 AX1845  HISTORY     - 19990925 GOOD             USPSQD
 AX1845
 AX1845                          STATION DESCRIPTION
 AX1845
 AX1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX1845'6.25 MI S FROM SEGUIN.
 AX1845'TO REACH FROM THE COURT HOUSE AT SEGUIN-- PROCEED 6.25 MILES SOUTHERLY
 AX1845'ALONG STATE HIGHWAY NO. 123 TO SITE OF BENCH MARK.  BENCH MARK IS AT
 AX1845'THE TOP OF A SMALL RISE, 52.0 FEET EAST OF AND ABOUT THE SAME
 AX1845'ELEVATION AS THE CENTERLINE OF HIGHWAY, AND 23.0 FEET NORTH OF THE
 AX1845'CENTERLINE OF A FARM ROAD LEADING EAST TO A FRAME FARM HOUSE.  IT IS
 AX1845'3.0 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET SOUTH OF A
 AX1845'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT. A DISK SET
 AX1845'IN A CONCRETE POST.
 AX1845
 AX1845                          STATION RECOVERY (1993)
 AX1845
 AX1845'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX1845'RECOVERED IN GOOD CONDITION.
 AX1845
 AX1845                          STATION RECOVERY (1999)
 AX1845
 AX1845'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0269 ***********************************************************************
 AH0269  DESIGNATION -  L 317
 AH0269  PID         -  AH0269
 AH0269  STATE/COUNTY-  TX/SAN PATRICIO
 AH0269  USGS QUAD   -  TAFT (1975)
 AH0269
 AH0269                         *CURRENT SURVEY CONTROL
 AH0269  ___________________________________________________________________
 AH0269* NAD 83(1986)-  27 59 28.     (N)    097 25 18.     (W)     SCALED    
 AH0269* NAVD 88     -        15.688  (meters)      51.47   (feet)  ADJUSTED  
 AH0269  ___________________________________________________________________
 AH0269  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AH0269  DYNAMIC HT  -          15.664 (meters)      51.39  (feet)  COMP
 AH0269  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 AH0269
 AH0269  VERT ORDER  -  SECOND    CLASS 0
 AH0269
 AH0269.The horizontal coordinates were scaled from a topographic map and have
 AH0269.an estimated accuracy of +/- 6 seconds.
 AH0269
 AH0269.The orthometric height was determined by differential leveling
 AH0269.and adjusted by the National Geodetic Survey in June 1991..
 AH0269
 AH0269.The geoid height was determined by GEOID03.
 AH0269
 AH0269.The dynamic height is computed by dividing the NAVD 88
 AH0269.geopotential number by the normal gravity value computed on the
 AH0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0269.degrees latitude (g = 980.6199 gals.).
 AH0269
 AH0269.The modeled gravity was interpolated from observed gravity values.
 AH0269
 AH0269;                    North         East    Units  Estimated Accuracy
 AH0269;SPC TX S     - 5,258,000.      406,080.      MT  (+/- 180 meters Scaled)
 AH0269
 AH0269                          SUPERSEDED SURVEY CONTROL
 AH0269
 AH0269  NGVD 29 (??/??/92)   15.87   (m)           52.1    (f) COMPUTED    2 0
 AH0269
 AH0269.Superseded values are not recommended for survey control.
 AH0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0269.See file dsdata.txt to determine how the superseded data were derived.
 AH0269
 AH0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR552972(NAD 83)
 AH0269_MARKER: DB = BENCH MARK DISK
 AH0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0269_STAMPING: L 317 1935
 AH0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0269+STABILITY: SURFACE MOTION
 AH0269
 AH0269  HISTORY     - Date     Condition        Report By
 AH0269  HISTORY     - 1935     MONUMENTED       CGS
 AH0269  HISTORY     - 1959     MARK NOT FOUND   NGS
 AH0269  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AH0269
 AH0269                          STATION DESCRIPTION
 AH0269
 AH0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AH0269'1.9 MI NW FROM TAFT.
 AH0269'1.9 MILES NW OF AND ALONG THE SOUTHERN PACIFIC R R 250 YARDS NW OF
 AH0269'MILEPOST 129.  35 YARDS NE OF CENTER OF TRACK.  31 FEET NE OF CENTER
 AH0269'OF HIGHWAY 181.  95 YARDS NW OF A CROSSROAD.  IN A FARM YARD.
 AH0269
 AH0269                          STATION RECOVERY (1959)
 AH0269
 AH0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AH0269'MARK NOT FOUND.
 AH0269
 AH0269                          STATION RECOVERY (1996)
 AH0269
 AH0269'RECOVERY NOTE BY US POWER SQUADRON 1996
 AH0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1933 ***********************************************************************
 BY1933  DESIGNATION -  L 318
 BY1933  PID         -  BY1933
 BY1933  STATE/COUNTY-  TX/HOUSTON
 BY1933  USGS QUAD   -  PORTER SPRINGS (1964)
 BY1933
 BY1933                         *CURRENT SURVEY CONTROL
 BY1933  ___________________________________________________________________
 BY1933* NAD 83(1986)-  31 16 04.     (N)    095 32 07.     (W)     SCALED    
 BY1933* NAVD 88     -       102.99   (+/-2cm)     337.9    (feet)  VERTCON   
 BY1933  ___________________________________________________________________
 BY1933  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BY1933
 BY1933  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1933
 BY1933.The horizontal coordinates were scaled from a topographic map and have
 BY1933.an estimated accuracy of +/- 6 seconds.
 BY1933
 BY1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1933.The vertical order pertains to the NGVD 29 superseded value.
 BY1933
 BY1933.The geoid height was determined by GEOID03.
 BY1933
 BY1933;                    North         East    Units  Estimated Accuracy
 BY1933;SPC TX C     - 3,187,340.    1,156,760.      MT  (+/- 180 meters Scaled)
 BY1933
 BY1933                          SUPERSEDED SURVEY CONTROL
 BY1933
 BY1933  NGVD 29 (??/??/92)  102.987  (m)          337.88   (f) ADJ UNCH    2 0
 BY1933
 BY1933.Superseded values are not recommended for survey control.
 BY1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1933.See file dsdata.txt to determine how the superseded data were derived.
 BY1933
 BY1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ586620(NAD 83)
 BY1933_MARKER: DB = BENCH MARK DISK
 BY1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1933_STAMPING: L 318 1935
 BY1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1933+STABILITY: SURFACE MOTION
 BY1933
 BY1933  HISTORY     - Date     Condition        Report By
 BY1933  HISTORY     - 1935     MONUMENTED       CGS
 BY1933  HISTORY     - 1947     GOOD             NGS
 BY1933
 BY1933                          STATION DESCRIPTION
 BY1933
 BY1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BY1933'5.95 MI SW FROM CROCKETT.
 BY1933'5.95 MILES SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE COURT HOUSE AT
 BY1933'CROCKETT, IN THE FRONT YARD OF A FARM HOUSE, 76 FEET SOUTH OF A VENT
 BY1933'PIPE TO A STORM CELLAR, 68 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY1933'HIGHWAY, 61 FEET SOUTH OF A POWER POLE, 60 FEET EAST OF A LARGE CEDAR
 BY1933'TREE, 27 FEET WEST OF A TELEPHONE POLE, 26 FEET WEST OF A FENCE
 BY1933'CORNER, 3 FEET BELOW THE HIGHWAY, 2 FEET NORTHEAST OF A 4X4 MARKER
 BY1933'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 BY1933'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0510 ***********************************************************************
 BZ0510  DESIGNATION -  L 319
 BZ0510  PID         -  BZ0510
 BZ0510  STATE/COUNTY-  TX/ROBERTSON
 BZ0510  USGS QUAD   -  BREMOND (1978)
 BZ0510
 BZ0510                         *CURRENT SURVEY CONTROL
 BZ0510  ___________________________________________________________________
 BZ0510* NAD 83(1986)-  31 10 03.     (N)    096 40 34.     (W)     SCALED    
 BZ0510* NAVD 88     -       140.96   (+/-2cm)     462.5    (feet)  VERTCON   
 BZ0510  ___________________________________________________________________
 BZ0510  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 BZ0510
 BZ0510  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0510
 BZ0510.The horizontal coordinates were scaled from a topographic map and have
 BZ0510.an estimated accuracy of +/- 6 seconds.
 BZ0510
 BZ0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0510.The vertical order pertains to the NGVD 29 superseded value.
 BZ0510
 BZ0510.The geoid height was determined by GEOID03.
 BZ0510
 BZ0510;                    North         East    Units  Estimated Accuracy
 BZ0510;SPC TX C     - 3,172,110.    1,048,570.      MT  (+/- 180 meters Scaled)
 BZ0510
 BZ0510                          SUPERSEDED SURVEY CONTROL
 BZ0510
 BZ0510  NGVD 29 (??/??/92)  140.912  (m)          462.31   (f) ADJ UNCH    2 0
 BZ0510
 BZ0510.Superseded values are not recommended for survey control.
 BZ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0510.See file dsdata.txt to determine how the superseded data were derived.
 BZ0510
 BZ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV214504(NAD 83)
 BZ0510_MARKER: DB = BENCH MARK DISK
 BZ0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0510_SP_SET: FOOTING
 BZ0510_STAMPING: L 319 1935
 BZ0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0510
 BZ0510  HISTORY     - Date     Condition        Report By
 BZ0510  HISTORY     - 1935     MONUMENTED       CGS
 BZ0510  HISTORY     - 1935     GOOD             NGS
 BZ0510
 BZ0510                          STATION DESCRIPTION
 BZ0510
 BZ0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BZ0510'IN BREMOND.
 BZ0510'AT BREMOND, ROBERTSON COUNTY, ON THE TEXAS AND NEW ORLEANS RAILROAD,
 BZ0510'AT THE RAILROAD WATER TOWER, AND IN THE TOP OF THE NORTHEAST CORNER OF
 BZ0510'THE CONCRETE FOOTING.  A STANDARD DISK, STAMPED L 319 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0099 ***********************************************************************
 AZ0099  DESIGNATION -  L 32
 AZ0099  PID         -  AZ0099
 AZ0099  STATE/COUNTY-  TX/MAVERICK
 AZ0099  USGS QUAD   -  IMPERIALIST TANK (1974)
 AZ0099
 AZ0099                         *CURRENT SURVEY CONTROL
 AZ0099  ___________________________________________________________________
 AZ0099* NAD 83(1986)-  29 03 08.     (N)    100 23 58.     (W)     SCALED    
 AZ0099* NAVD 88     -       285.113  (meters)     935.41   (feet)  ADJUSTED  
 AZ0099  ___________________________________________________________________
 AZ0099  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 AZ0099  DYNAMIC HT  -         284.695 (meters)     934.04  (feet)  COMP
 AZ0099  MODELED GRAV-     979,171.4   (mgal)                       NAVD 88
 AZ0099
 AZ0099  VERT ORDER  -  FIRST     CLASS II
 AZ0099
 AZ0099.The horizontal coordinates were scaled from a topographic map and have
 AZ0099.an estimated accuracy of +/- 6 seconds.
 AZ0099
 AZ0099.The orthometric height was determined by differential leveling
 AZ0099.and adjusted by the National Geodetic Survey in June 1991..
 AZ0099
 AZ0099.The geoid height was determined by GEOID03.
 AZ0099
 AZ0099.The dynamic height is computed by dividing the NAVD 88
 AZ0099.geopotential number by the normal gravity value computed on the
 AZ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0099.degrees latitude (g = 980.6199 gals.).
 AZ0099
 AZ0099.The modeled gravity was interpolated from observed gravity values.
 AZ0099
 AZ0099;                    North         East    Units  Estimated Accuracy
 AZ0099;SPC TXSC     - 4,135,900.      463,730.      MT  (+/- 180 meters Scaled)
 AZ0099
 AZ0099                          SUPERSEDED SURVEY CONTROL
 AZ0099
 AZ0099  NGVD 29 (??/??/92)  284.956  (m)          934.89   (f) ADJ UNCH    1 2
 AZ0099
 AZ0099.Superseded values are not recommended for survey control.
 AZ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0099.See file dsdata.txt to determine how the superseded data were derived.
 AZ0099
 AZ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT637145(NAD 83)
 AZ0099_MARKER: DB = BENCH MARK DISK
 AZ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AZ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AZ0099_STAMPING: L 32 1917 ELEV 934.67 FT
 AZ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AZ0099+STABILITY: SURFACE MOTION
 AZ0099
 AZ0099  HISTORY     - Date     Condition        Report By
 AZ0099  HISTORY     - 1917     MONUMENTED       CGS
 AZ0099  HISTORY     - 1957     GOOD             NGS
 AZ0099
 AZ0099                          STATION DESCRIPTION
 AZ0099
 AZ0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AZ0099'8.6 MI S FROM SPOFFORD.
 AZ0099'8.6 MILES SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AZ0099'STATION AT SPOFFORD, 57 FEET SOUTHEAST OF THE 3RD POLE NORTH OF
 AZ0099'MILEPOST 8, 44 FEET EAST OF THE EAST RAIL, 2.9 FEET WEST OF A FENCE,
 AZ0099'1.7 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AZ0099'WHICH PROJECTS 1.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0733 ***********************************************************************
 BZ0733  DESIGNATION -  L 320
 BZ0733  PID         -  BZ0733
 BZ0733  STATE/COUNTY-  TX/MCLENNAN
 BZ0733  USGS QUAD   -  WACO WEST (1975)
 BZ0733
 BZ0733                         *CURRENT SURVEY CONTROL
 BZ0733  ___________________________________________________________________
 BZ0733* NAD 83(1986)-  31 33 31.     (N)    097 07 47.     (W)     SCALED    
 BZ0733* NAVD 88     -       126.130  (meters)     413.81   (feet)  ADJUSTED  
 BZ0733  ___________________________________________________________________
 BZ0733  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BZ0733  DYNAMIC HT  -         125.972 (meters)     413.29  (feet)  COMP
 BZ0733  MODELED GRAV-     979,386.8   (mgal)                       NAVD 88
 BZ0733
 BZ0733  VERT ORDER  -  FIRST     CLASS II
 BZ0733
 BZ0733.The horizontal coordinates were scaled from a topographic map and have
 BZ0733.an estimated accuracy of +/- 6 seconds.
 BZ0733
 BZ0733.The orthometric height was determined by differential leveling
 BZ0733.and adjusted by the National Geodetic Survey in June 1991..
 BZ0733
 BZ0733.The geoid height was determined by GEOID03.
 BZ0733
 BZ0733.The dynamic height is computed by dividing the NAVD 88
 BZ0733.geopotential number by the normal gravity value computed on the
 BZ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0733.degrees latitude (g = 980.6199 gals.).
 BZ0733
 BZ0733.The modeled gravity was interpolated from observed gravity values.
 BZ0733
 BZ0733;                    North         East    Units  Estimated Accuracy
 BZ0733;SPC TX C     - 3,214,120.    1,004,100.      MT  (+/- 180 meters Scaled)
 BZ0733
 BZ0733                          SUPERSEDED SURVEY CONTROL
 BZ0733
 BZ0733  NGVD 29 (??/??/92)  126.072  (m)          413.62   (f) ADJ UNCH    1 2
 BZ0733
 BZ0733.Superseded values are not recommended for survey control.
 BZ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0733.See file dsdata.txt to determine how the superseded data were derived.
 BZ0733
 BZ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV775930(NAD 83)
 BZ0733_MARKER: DB = BENCH MARK DISK
 BZ0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0733_SP_SET: BASE
 BZ0733_STAMPING: L 320 1935
 BZ0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BZ0733+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 BZ0733
 BZ0733  HISTORY     - Date     Condition        Report By
 BZ0733  HISTORY     - 1935     MONUMENTED       CGS
 BZ0733  HISTORY     - 1944     GOOD             NGS
 BZ0733  HISTORY     - 1980     GOOD             NGS
 BZ0733  HISTORY     - 19910424 GOOD             USPSQD
 BZ0733  HISTORY     - 19950715 GOOD             USPSQD
 BZ0733  HISTORY     - 20010317 GOOD             USPSQD
 BZ0733  HISTORY     - 20031012 GOOD             USPSQD
 BZ0733
 BZ0733                          STATION DESCRIPTION
 BZ0733
 BZ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0733'IN WACO.
 BZ0733'AT THE MUNICIPAL BUILDING.  SET VERTICAL AT THE MAIN ENTRANCE TO THE
 BZ0733'BUILDING.  HALF WAY BETWEEN THE STEPS AND THE FIRST WINDOW SOUTH OF
 BZ0733'THE ENTRANCE.  ABOUT 1 FOOT ABOVE THE SIDEWALK.
 BZ0733
 BZ0733                          STATION RECOVERY (1944)
 BZ0733
 BZ0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BZ0733'RECOVERED IN GOOD CONDITION.
 BZ0733
 BZ0733                          STATION RECOVERY (1980)
 BZ0733
 BZ0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0733'RECOVERED IN GOOD CONDITION.
 BZ0733
 BZ0733                          STATION RECOVERY (1991)
 BZ0733
 BZ0733'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGN)
 BZ0733'RECOVERED IN GOOD CONDITION.
 BZ0733
 BZ0733                          STATION RECOVERY (1995)
 BZ0733
 BZ0733'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0733'RECOVERED IN GOOD CONDITION.
 BZ0733
 BZ0733                          STATION RECOVERY (2001)
 BZ0733
 BZ0733'RECOVERY NOTE BY US POWER SQUADRON 2001 (RPS)
 BZ0733'RECOVERED IN GOOD CONDITION.
 BZ0733
 BZ0733                          STATION RECOVERY (2003)
 BZ0733
 BZ0733'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 BZ0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0702 ***********************************************************************
 BZ0702  DESIGNATION -  L 321
 BZ0702  PID         -  BZ0702
 BZ0702  STATE/COUNTY-  TX/MCLENNAN
 BZ0702  USGS QUAD   -  WEST (1979)
 BZ0702
 BZ0702                         *CURRENT SURVEY CONTROL
 BZ0702  ___________________________________________________________________
 BZ0702* NAD 83(1986)-  31 49 48.     (N)    097 05 03.     (W)     SCALED    
 BZ0702* NAVD 88     -       193.248  (meters)     634.01   (feet)  POSTED    
 BZ0702  ___________________________________________________________________
 BZ0702  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BZ0702  DYNAMIC HT  -         193.010 (meters)     633.23  (feet)  COMP
 BZ0702  MODELED GRAV-     979,393.7   (mgal)                       NAVD 88
 BZ0702
 BZ0702  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BZ0702
 BZ0702.The horizontal coordinates were scaled from a topographic map and have
 BZ0702.an estimated accuracy of +/- 6 seconds.
 BZ0702
 BZ0702.The orthometric height was determined by differential leveling
 BZ0702.and adjusted by the National Geodetic Survey in 1992..
 BZ0702.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BZ0702.rate of 2.1 thru 3.0 mm/km.
 BZ0702
 BZ0702.The geoid height was determined by GEOID03.
 BZ0702
 BZ0702.The dynamic height is computed by dividing the NAVD 88
 BZ0702.geopotential number by the normal gravity value computed on the
 BZ0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0702.degrees latitude (g = 980.6199 gals.).
 BZ0702
 BZ0702.The modeled gravity was interpolated from observed gravity values.
 BZ0702
 BZ0702;                    North         East    Units  Estimated Accuracy
 BZ0702;SPC TX C     - 3,244,320.    1,007,540.      MT  (+/- 180 meters Scaled)
 BZ0702
 BZ0702                          SUPERSEDED SURVEY CONTROL
 BZ0702
 BZ0702  NGVD 29 (??/??/92)  193.171  (m)          633.76   (f) ADJ UNCH    1 2
 BZ0702
 BZ0702.Superseded values are not recommended for survey control.
 BZ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0702.See file dsdata.txt to determine how the superseded data were derived.
 BZ0702
 BZ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPA813231(NAD 83)
 BZ0702_MARKER: DB = BENCH MARK DISK
 BZ0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0702_SP_SET: CULVERT
 BZ0702_STAMPING: L 321 1935
 BZ0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0702
 BZ0702  HISTORY     - Date     Condition        Report By
 BZ0702  HISTORY     - 1935     MONUMENTED       CGS
 BZ0702  HISTORY     - 19950715 GOOD             USPSQD
 BZ0702  HISTORY     - 20010317 GOOD             USPSQD
 BZ0702  HISTORY     - 20040110 GOOD             USPSQD
 BZ0702
 BZ0702                          STATION DESCRIPTION
 BZ0702
 BZ0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0702'2.0 MI N FROM WEST.
 BZ0702'2.0 MILES NORTH OF AND ALONG THE M.K.T.R.R.  SET HORIZONTAL IN THE
 BZ0702'SOUTH END OF THE EAST HEADWALL OF A CONCRETE R.R. CULVERT.
 BZ0702
 BZ0702                          STATION RECOVERY (1995)
 BZ0702
 BZ0702'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0702'RECOVERED IN GOOD CONDITION.
 BZ0702
 BZ0702                          STATION RECOVERY (2001)
 BZ0702
 BZ0702'RECOVERY NOTE BY US POWER SQUADRON 2001 (TWS)
 BZ0702'RECOVERED IN GOOD CONDITION.
 BZ0702
 BZ0702                          STATION RECOVERY (2004)
 BZ0702
 BZ0702'RECOVERY NOTE BY US POWER SQUADRON 2004 (WKG)
 BZ0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0206 ***********************************************************************
 AY0206  DESIGNATION -  L 323
 AY0206  PID         -  AY0206
 AY0206  STATE/COUNTY-  TX/COMAL
 AY0206  USGS QUAD   -  SMITHSON VALLEY (1994)
 AY0206
 AY0206                         *CURRENT SURVEY CONTROL
 AY0206  ___________________________________________________________________
 AY0206* NAD 83(1986)-  29 49 25.     (N)    098 20 49.     (W)     SCALED    
 AY0206* NAVD 88     -       387.651  (meters)    1271.82   (feet)  ADJUSTED  
 AY0206  ___________________________________________________________________
 AY0206  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AY0206  DYNAMIC HT  -         387.091 (meters)    1269.98  (feet)  COMP
 AY0206  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 AY0206
 AY0206  VERT ORDER  -  SECOND    CLASS 0
 AY0206
 AY0206.The horizontal coordinates were scaled from a topographic map and have
 AY0206.an estimated accuracy of +/- 6 seconds.
 AY0206
 AY0206.The orthometric height was determined by differential leveling
 AY0206.and adjusted by the National Geodetic Survey in June 1991..
 AY0206
 AY0206.The geoid height was determined by GEOID03.
 AY0206
 AY0206.The dynamic height is computed by dividing the NAVD 88
 AY0206.geopotential number by the normal gravity value computed on the
 AY0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0206.degrees latitude (g = 980.6199 gals.).
 AY0206
 AY0206.The modeled gravity was interpolated from observed gravity values.
 AY0206
 AY0206;                    North         East    Units  Estimated Accuracy
 AY0206;SPC TXSC     - 4,220,750.      663,120.      MT  (+/- 180 meters Scaled)
 AY0206
 AY0206                          SUPERSEDED SURVEY CONTROL
 AY0206
 AY0206  NGVD 29 (??/??/92)  387.542  (m)         1271.46   (f) ADJ UNCH    2 0
 AY0206
 AY0206.Superseded values are not recommended for survey control.
 AY0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0206.See file dsdata.txt to determine how the superseded data were derived.
 AY0206
 AY0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT630994(NAD 83)
 AY0206_MARKER: DB = BENCH MARK DISK
 AY0206_SETTING: 66 = SET IN ROCK OUTCROP
 AY0206_SP_SET: ROCK
 AY0206_STAMPING: L 323 1935
 AY0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0206+STABILITY: POSITION/ELEVATION WELL
 AY0206
 AY0206  HISTORY     - Date     Condition        Report By
 AY0206  HISTORY     - 1935     MONUMENTED       CGS
 AY0206  HISTORY     - 1953     GOOD             NGS
 AY0206  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0206  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0206
 AY0206                          STATION DESCRIPTION
 AY0206
 AY0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0206'5.7 MI SE FROM SPRING BRANCH.
 AY0206'5.7 MILES SOUTHEAST ALONG AN OILED ROAD FROM THE POST OFFICE AT SPRING
 AY0206'BRANCH, 0.6 MILE NORTHWEST OF A JUNCTION WITH A ROAD LEADING NORTH, 87
 AY0206'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 58 FEET NORTHEAST OF A
 AY0206'FENCE, 3 FEET NORTHWEST OF A WITNESS POST, 1.1 MILES NORTHWEST OF THE
 AY0206'POST OFFICE AT SMITHSON VALLEY, 0.2 FOOT ABOVE THE GROUND, SET IN THE
 AY0206'TOP OF THE SOUTH CORNER OF A LARGE FLAT ROCK.
 AY0206
 AY0206                          STATION RECOVERY (1988)
 AY0206
 AY0206'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AY0206'MARK NOT FOUND.
 AY0206
 AY0206                          STATION RECOVERY (1989)
 AY0206
 AY0206'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0155 ***********************************************************************
 AO0155  DESIGNATION -  L 324
 AO0155  PID         -  AO0155
 AO0155  STATE/COUNTY-  TX/ATASCOSA
 AO0155  USGS QUAD   -  DOBROWOLSKI (1968)
 AO0155
 AO0155                         *CURRENT SURVEY CONTROL
 AO0155  ___________________________________________________________________
 AO0155* NAD 83(1986)-  28 52 48.     (N)    098 40 11.     (W)     SCALED    
 AO0155* NAVD 88     -       154.127  (meters)     505.67   (feet)  ADJUSTED  
 AO0155  ___________________________________________________________________
 AO0155  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AO0155  DYNAMIC HT  -         153.902 (meters)     504.93  (feet)  COMP
 AO0155  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 AO0155
 AO0155  VERT ORDER  -  SECOND    CLASS 0
 AO0155
 AO0155.The horizontal coordinates were scaled from a topographic map and have
 AO0155.an estimated accuracy of +/- 6 seconds.
 AO0155
 AO0155.The orthometric height was determined by differential leveling
 AO0155.and adjusted by the National Geodetic Survey in June 1991..
 AO0155
 AO0155.The geoid height was determined by GEOID03.
 AO0155
 AO0155.The dynamic height is computed by dividing the NAVD 88
 AO0155.geopotential number by the normal gravity value computed on the
 AO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0155.degrees latitude (g = 980.6199 gals.).
 AO0155
 AO0155.The modeled gravity was interpolated from observed gravity values.
 AO0155
 AO0155;                    North         East    Units  Estimated Accuracy
 AO0155;SPC TXSC     - 4,116,050.      632,220.      MT  (+/- 180 meters Scaled)
 AO0155
 AO0155                          SUPERSEDED SURVEY CONTROL
 AO0155
 AO0155  NGVD 29 (??/??/92)  154.066  (m)          505.46   (f) ADJ UNCH    2 0
 AO0155
 AO0155.Superseded values are not recommended for survey control.
 AO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0155.See file dsdata.txt to determine how the superseded data were derived.
 AO0155
 AO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS322947(NAD 83)
 AO0155_MARKER: DB = BENCH MARK DISK
 AO0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0155_STAMPING: L 324 1935
 AO0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0155+STABILITY: SURFACE MOTION
 AO0155
 AO0155  HISTORY     - Date     Condition        Report By
 AO0155  HISTORY     - 1935     MONUMENTED       CGS
 AO0155  HISTORY     - 1968     GOOD             USGS
 AO0155
 AO0155                          STATION DESCRIPTION
 AO0155
 AO0155'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AO0155'2.4 MI N FROM CHARLOTTE.
 AO0155'CHARLOTTE.  2.55 MILES NORTHEASTERLY ALONG STATE HIGHWAY 97 FROM THE
 AO0155'JUNCTION OF STATE HIGHWAY 97 AND FARM ROAD 140.  90 FEET SOUTHWESTERLY
 AO0155'FROM PRIVATE ROAD NORTHWESTERLY.  59 FEET NORTHWEST OF THE CENTER OF
 AO0155'THE HIGHWAY.  A STANDARD BRONZE DISK IN A CONCRETE POST STAMPED L 524
 AO0155'1935 AND PROJECTING 0.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0297 ***********************************************************************
 BM0297  DESIGNATION -  L 325
 BM0297  PID         -  BM0297
 BM0297  STATE/COUNTY-  TX/MILAM
 BM0297  USGS QUAD   -  ROCKDALE EAST (1989)
 BM0297
 BM0297                         *CURRENT SURVEY CONTROL
 BM0297  ___________________________________________________________________
 BM0297* NAD 83(1986)-  30 44 05.     (N)    096 59 06.     (W)     SCALED    
 BM0297* NAVD 88     -       129.22   (+/-2cm)     423.9    (feet)  VERTCON   
 BM0297  ___________________________________________________________________
 BM0297  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BM0297
 BM0297  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BM0297
 BM0297.The horizontal coordinates were scaled from a topographic map and have
 BM0297.an estimated accuracy of +/- 6 seconds.
 BM0297
 BM0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0297.The vertical order pertains to the NGVD 29 superseded value.
 BM0297
 BM0297.The geoid height was determined by GEOID03.
 BM0297
 BM0297;                    North         East    Units  Estimated Accuracy
 BM0297;SPC TX C     - 3,123,220.    1,020,580.      MT  (+/- 180 meters Scaled)
 BM0297
 BM0297                          SUPERSEDED SURVEY CONTROL
 BM0297
 BM0297  NGVD 29 (??/??/92)  129.162  (m)          423.76   (f) ADJ UNCH    2 0
 BM0297
 BM0297.Superseded values are not recommended for survey control.
 BM0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0297.See file dsdata.txt to determine how the superseded data were derived.
 BM0297
 BM0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV929019(NAD 83)
 BM0297_MARKER: DB = BENCH MARK DISK
 BM0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BM0297_SP_SET: FOUNDATION
 BM0297_STAMPING: L 325 1935
 BM0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BM0297
 BM0297  HISTORY     - Date     Condition        Report By
 BM0297  HISTORY     - 1935     MONUMENTED       CGS
 BM0297  HISTORY     - 19991112 MARK NOT FOUND   USPSQD
 BM0297
 BM0297                          STATION DESCRIPTION
 BM0297
 BM0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BM0297'1.6 MI S FROM MINERVA.
 BM0297'1.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BM0297'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT MINERVA, 61 YARDS SOUTH
 BM0297'OF MILEPOST 109, 68 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 77, AT
 BM0297'BRIDGE 108 E, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 BM0297'FOUNDATION, AND 11 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 BM0297'STANDARD DISK, STAMPED L 325 1935.
 BM0297
 BM0297                          STATION RECOVERY (1999)
 BM0297
 BM0297'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0545 ***********************************************************************
 BZ0545  DESIGNATION -  L 326
 BZ0545  PID         -  BZ0545
 BZ0545  STATE/COUNTY-  TX/FALLS
 BZ0545  USGS QUAD   -  ROSEBUD (1978)
 BZ0545
 BZ0545                         *CURRENT SURVEY CONTROL
 BZ0545  ___________________________________________________________________
 BZ0545* NAD 83(1986)-  31 06 09.     (N)    096 59 37.     (W)     SCALED    
 BZ0545* NAVD 88     -       127.27   (+/-2cm)     417.6    (feet)  VERTCON   
 BZ0545  ___________________________________________________________________
 BZ0545  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 BZ0545
 BZ0545  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0545
 BZ0545.The horizontal coordinates were scaled from a topographic map and have
 BZ0545.an estimated accuracy of +/- 6 seconds.
 BZ0545
 BZ0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0545.The vertical order pertains to the NGVD 29 superseded value.
 BZ0545
 BZ0545.The geoid height was determined by GEOID03.
 BZ0545
 BZ0545;                    North         East    Units  Estimated Accuracy
 BZ0545;SPC TX C     - 3,163,950.    1,018,530.      MT  (+/- 180 meters Scaled)
 BZ0545
 BZ0545                          SUPERSEDED SURVEY CONTROL
 BZ0545
 BZ0545  NGVD 29 (??/??/92)  127.217  (m)          417.38   (f) ADJ UNCH    2 0
 BZ0545
 BZ0545.Superseded values are not recommended for survey control.
 BZ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0545.See file dsdata.txt to determine how the superseded data were derived.
 BZ0545
 BZ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV913426(NAD 83)
 BZ0545_MARKER: DB = BENCH MARK DISK
 BZ0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0545_STAMPING: L 326 1935
 BZ0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0545+STABILITY: SURFACE MOTION
 BZ0545
 BZ0545  HISTORY     - Date     Condition        Report By
 BZ0545  HISTORY     - 1935     MONUMENTED       CGS
 BZ0545  HISTORY     - 1961     MARK NOT FOUND   USGS
 BZ0545  HISTORY     - 20010318 MARK NOT FOUND   USPSQD
 BZ0545
 BZ0545                          STATION DESCRIPTION
 BZ0545
 BZ0545'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 BZ0545'2.2 MI N FROM ROSEBUD.
 BZ0545'2.2 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BZ0545'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT ROSEBUD, 0.4 MILE SOUTH
 BZ0545'OF MILEPOST 136, 48 YARDS SOUTHEAST OF BRIDGE 135 C, 47 FEET EAST OF
 BZ0545'THE CENTERLINE OF THE TRACK, AND IN AN EAST FENCE LINE.  A STANDARD
 BZ0545'DISK, STAMPED L 326 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 BZ0545'THE MONUMENT IS POSSIBLY BURIED AS THE AREA IS IN HEAVY UNDERGROWTH.
 BZ0545
 BZ0545                          STATION RECOVERY (2001)
 BZ0545
 BZ0545'RECOVERY NOTE BY US POWER SQUADRON 2001 (TMD)
 BZ0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0855 ***********************************************************************
 BZ0855  DESIGNATION -  L 327
 BZ0855  PID         -  BZ0855
 BZ0855  STATE/COUNTY-  TX/MCLENNAN
 BZ0855  USGS QUAD   -  ROBINSON (1993)
 BZ0855
 BZ0855                         *CURRENT SURVEY CONTROL
 BZ0855  ___________________________________________________________________
 BZ0855* NAD 83(1986)-  31 28 47.     (N)    097 04 37.     (W)     SCALED    
 BZ0855* NAVD 88     -       121.70   (+/-2cm)     399.3    (feet)  VERTCON   
 BZ0855  ___________________________________________________________________
 BZ0855  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BZ0855
 BZ0855  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0855
 BZ0855.The horizontal coordinates were scaled from a topographic map and have
 BZ0855.an estimated accuracy of +/- 6 seconds.
 BZ0855
 BZ0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0855.The vertical order pertains to the NGVD 29 superseded value.
 BZ0855
 BZ0855.The geoid height was determined by GEOID03.
 BZ0855
 BZ0855;                    North         East    Units  Estimated Accuracy
 BZ0855;SPC TX C     - 3,205,520.    1,009,360.      MT  (+/- 180 meters Scaled)
 BZ0855
 BZ0855                          SUPERSEDED SURVEY CONTROL
 BZ0855
 BZ0855  NGVD 29 (??/??/92)  121.648  (m)          399.11   (f) ADJ UNCH    2 0
 BZ0855
 BZ0855.Superseded values are not recommended for survey control.
 BZ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0855.See file dsdata.txt to determine how the superseded data were derived.
 BZ0855
 BZ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV826843(NAD 83)
 BZ0855_MARKER: DB = BENCH MARK DISK
 BZ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0855_STAMPING: L 327 1935
 BZ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0855+STABILITY: SURFACE MOTION
 BZ0855
 BZ0855  HISTORY     - Date     Condition        Report By
 BZ0855  HISTORY     - 1935     MONUMENTED       CGS
 BZ0855  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 BZ0855  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0855
 BZ0855                          STATION DESCRIPTION
 BZ0855
 BZ0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BZ0855'1.8 MI N FROM DOWNS.
 BZ0855'1.8 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD (FORMERLY THE
 BZ0855'TEXAS AND NEW ORLEANS RR) FROM THE STATION AT DOWNS, 0.3 MILE NORTH OF
 BZ0855'MILEPOST 164, AT A DIRT-ROAD CROSSING, 42 FEET EAST OF THE CENTERLINE
 BZ0855'OF THE TRACK, 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND IN A
 BZ0855'FENCE CORNER.  A STANDARD DISK, STAMPED L 327 1935 AND SET IN THE TOP
 BZ0855'OF A CONCRETE POST.
 BZ0855
 BZ0855                          STATION RECOVERY (1995)
 BZ0855
 BZ0855'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0855'MARK NOT FOUND.
 BZ0855
 BZ0855                          STATION RECOVERY (2001)
 BZ0855
 BZ0855'RECOVERY NOTE BY US POWER SQUADRON 2001 (SCM)
 BZ0855'RAILWAY HAS BEEN REPLACED BY HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0730 ***********************************************************************
 BM0730  DESIGNATION -  L 328
 BM0730  PID         -  BM0730
 BM0730  STATE/COUNTY-  TX/WILLIAMSON
 BM0730  USGS QUAD   -  GEORGETOWN (1982)
 BM0730
 BM0730                         *CURRENT SURVEY CONTROL
 BM0730  ___________________________________________________________________
 BM0730* NAD 83(1986)-  30 39 43.     (N)    097 38 34.     (W)     SCALED    
 BM0730* NAVD 88     -       209.632  (meters)     687.77   (feet)  ADJUSTED  
 BM0730  ___________________________________________________________________
 BM0730  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BM0730  DYNAMIC HT  -         209.351 (meters)     686.85  (feet)  COMP
 BM0730  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 BM0730
 BM0730  VERT ORDER  -  FIRST     CLASS II
 BM0730
 BM0730.The horizontal coordinates were scaled from a topographic map and have
 BM0730.an estimated accuracy of +/- 6 seconds.
 BM0730
 BM0730.The orthometric height was determined by differential leveling
 BM0730.and adjusted by the National Geodetic Survey in June 1991..
 BM0730
 BM0730.The geoid height was determined by GEOID03.
 BM0730
 BM0730.The dynamic height is computed by dividing the NAVD 88
 BM0730.geopotential number by the normal gravity value computed on the
 BM0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0730.degrees latitude (g = 980.6199 gals.).
 BM0730
 BM0730.The modeled gravity was interpolated from observed gravity values.
 BM0730
 BM0730;                    North         East    Units  Estimated Accuracy
 BM0730;SPC TX C     - 3,113,450.      957,810.      MT  (+/- 180 meters Scaled)
 BM0730
 BM0730                          SUPERSEDED SURVEY CONTROL
 BM0730
 BM0730  NGVD 29 (??/??/92)  209.547  (m)          687.49   (f) ADJ UNCH    1 2
 BM0730
 BM0730.Superseded values are not recommended for survey control.
 BM0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0730.See file dsdata.txt to determine how the superseded data were derived.
 BM0730
 BM0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU300929(NAD 83)
 BM0730_MARKER: DB = BENCH MARK DISK
 BM0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0730_STAMPING: L 328 1935
 BM0730_MARK LOGO: CGS   
 BM0730_PROJECTION: PROJECTING 10 CENTIMETERS
 BM0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0730+STABILITY: SURFACE MOTION
 BM0730
 BM0730  HISTORY     - Date     Condition        Report By
 BM0730  HISTORY     - 1935     MONUMENTED       CGS
 BM0730  HISTORY     - 1954     GOOD             NGS
 BM0730  HISTORY     - 1980     POOR             NGS
 BM0730  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BM0730
 BM0730                          STATION DESCRIPTION
 BM0730
 BM0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BM0730'2.2 MI NE FROM GEORGETOWN.
 BM0730'2.2 MILES NORTHEAST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD OF
 BM0730'TEXAS FROM THE STATION AT GEORGETOWN, 4 FEET SOUTHWEST OF THE 4TH POLE
 BM0730'NORTHEAST OF MILEPOST 921, 45 FEET NORTH OF THE CENTER OF A PRIVATE
 BM0730'ROAD CROSSING, 35.2 FEET NORTHWEST OF THE NORTHWEST RAIL, 12 FEET
 BM0730'SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 BM0730'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0730
 BM0730                          STATION RECOVERY (1980)
 BM0730
 BM0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0730'2.1 KM (1.3 MI) NORTH ALONG U.S. HIGHWAY 81 BUSINESS FROM THE
 BM0730'COURTHOUSE IN GEORGETOWN, THENCE 2.8 KM (1.75 MI) EAST-NORTHEAST ALONG
 BM0730'FARM ROAD 971, THENCE 0.4 KM (0.25 MI) SOUTHEAST ALONG A DIRT ROAD,
 BM0730'4.9 METERS (16.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD,
 BM0730'10.8 METERS (35.5 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE MISSOURI
 BM0730'KANSAS AND TEXAS RAILROAD.
 BM0730'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BM0730'THE MARK IS 0.3 M BELOW THE DIRT ROAD.
 BM0730
 BM0730                          STATION RECOVERY (1990)
 BM0730
 BM0730'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2165 ***********************************************************************
 AX2165  DESIGNATION -  L 329
 AX2165  PID         -  AX2165
 AX2165  STATE/COUNTY-  TX/HAYS
 AX2165  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2165
 AX2165                         *CURRENT SURVEY CONTROL
 AX2165  ___________________________________________________________________
 AX2165* NAD 83(1986)-  29 49 56.     (N)    097 59 29.     (W)     SCALED    
 AX2165* NAVD 88     -       208.212  (meters)     683.11   (feet)  ADJUSTED  
 AX2165  ___________________________________________________________________
 AX2165  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AX2165  DYNAMIC HT  -         207.917 (meters)     682.14  (feet)  COMP
 AX2165  MODELED GRAV-     979,222.9   (mgal)                       NAVD 88
 AX2165
 AX2165  VERT ORDER  -  FIRST     CLASS II
 AX2165
 AX2165.The horizontal coordinates were scaled from a topographic map and have
 AX2165.an estimated accuracy of +/- 6 seconds.
 AX2165
 AX2165.The orthometric height was determined by differential leveling
 AX2165.and adjusted by the National Geodetic Survey in June 1991..
 AX2165.WARNING-Repeat measurements at this control monument indicate possible
 AX2165.vertical movement.
 AX2165
 AX2165.The geoid height was determined by GEOID03.
 AX2165
 AX2165.The dynamic height is computed by dividing the NAVD 88
 AX2165.geopotential number by the normal gravity value computed on the
 AX2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2165.degrees latitude (g = 980.6199 gals.).
 AX2165
 AX2165.The modeled gravity was interpolated from observed gravity values.
 AX2165
 AX2165;                    North         East    Units  Estimated Accuracy
 AX2165;SPC TXSC     - 4,221,950.      697,470.      MT  (+/- 180 meters Scaled)
 AX2165
 AX2165                          SUPERSEDED SURVEY CONTROL
 AX2165
 AX2165  NGVD 29 (??/??/92)  208.045  (m)          682.56   (f) ADJ UNCH    1 2
 AX2165
 AX2165.Superseded values are not recommended for survey control.
 AX2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2165.See file dsdata.txt to determine how the superseded data were derived.
 AX2165
 AX2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU974006(NAD 83)
 AX2165_MARKER: DB = BENCH MARK DISK
 AX2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2165_STAMPING: L 329 1935
 AX2165_MARK LOGO: CGS   
 AX2165_PROJECTION: FLUSH
 AX2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2165+STABILITY: SURFACE MOTION
 AX2165
 AX2165  HISTORY     - Date     Condition        Report By
 AX2165  HISTORY     - 1935     MONUMENTED       CGS
 AX2165  HISTORY     - 1943     GOOD             NGS
 AX2165  HISTORY     - 1980     GOOD             NGS
 AX2165  HISTORY     - 19910828 GOOD             USPSQD
 AX2165  HISTORY     - 19930808 GOOD             USPSQD
 AX2165  HISTORY     - 19990925 GOOD             USPSQD
 AX2165  HISTORY     - 20030517 GOOD             USPSQD
 AX2165
 AX2165                          STATION DESCRIPTION
 AX2165
 AX2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX2165'2.9 MI NE FROM HUNTER.
 AX2165'IN HAYS COUNTY, 2.9 MILES NORTHEAST ALONG THE MISSOURI-PACIFIC
 AX2165'RAILROAD FROM THE STATION AT HUNTER, COMAL COUNTY, 0.1 MILE SOUTHWEST
 AX2165'OF MILEPOST 214, AT A DIRT-ROAD CROSSING, 27 FEET SOUTHWEST OF THE
 AX2165'CENTERLINE OF THE ROAD, 47 FEET NORTHWEST OF THE CENTERLINE OF THE
 AX2165'TRACK, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1
 AX2165'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 329 1935 AND
 AX2165'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AX2165
 AX2165                          STATION RECOVERY (1980)
 AX2165
 AX2165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX2165'7.3 KM (4.5 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF INTERSTATE
 AX2165'35 FROM THE JUNCTION OF LOOP 82 AND STATE HIGHWAY 123 IN SAN MARCOS,
 AX2165'THENCE 0.7 KM (0.45 MI) NORTHWEST ALONG CENTERPOINT ROAD, AT THE
 AX2165'CROSSING OF THE MISSOURI KANSAS AND TEXAS RAILROAD AND THE MISSOURI
 AX2165'PACIFIC RAILROAD, 8.2 METERS (27.0 FT) SOUTHWEST OF THE CENTERLINE OF
 AX2165'THE ROAD, 13.4 METERS (44.0 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 AX2165'NORTHWESTERNMOST TRACKS, 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE,
 AX2165'0.9 METER (3.0 FT) SOUTHWEST OF A CORNER FENCE POST.  NOTE-MONUMENT
 AX2165'APPEARS TO HAVE BEEN HIT SLIGHTLY BY HIGHWAY EQUIPMENT.
 AX2165'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 AX2165'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 AX2165
 AX2165                          STATION RECOVERY (1991)
 AX2165
 AX2165'RECOVERY NOTE BY US POWER SQUADRON 1991 (GGB)
 AX2165'RECOVERED IN GOOD CONDITION.
 AX2165
 AX2165                          STATION RECOVERY (1993)
 AX2165
 AX2165'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2165'RECOVERED IN GOOD CONDITION.
 AX2165
 AX2165                          STATION RECOVERY (1999)
 AX2165
 AX2165'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2165'RECOVERED IN GOOD CONDITION.
 AX2165
 AX2165                          STATION RECOVERY (2003)
 AX2165
 AX2165'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX2165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1313 ***********************************************************************
 AY1313  DESIGNATION -  L 33
 AY1313  PID         -  AY1313
 AY1313  STATE/COUNTY-  TX/UVALDE
 AY1313  USGS QUAD   -  UVALDE (1971)
 AY1313
 AY1313                         *CURRENT SURVEY CONTROL
 AY1313  ___________________________________________________________________
 AY1313* NAD 83(1986)-  29 14 10.     (N)    099 46 58.     (W)     SCALED    
 AY1313* NAVD 88     -       282.639  (meters)     927.29   (feet)  POSTED    
 AY1313  ___________________________________________________________________
 AY1313  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 AY1313  DYNAMIC HT  -         282.230 (meters)     925.95  (feet)  COMP
 AY1313  MODELED GRAV-     979,183.3   (mgal)                       NAVD 88
 AY1313
 AY1313  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AY1313
 AY1313.The horizontal coordinates were scaled from a topographic map and have
 AY1313.an estimated accuracy of +/- 6 seconds.
 AY1313
 AY1313.The orthometric height was determined by differential leveling
 AY1313.and adjusted by the National Geodetic Survey in 1992..
 AY1313.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AY1313.rate of 1.1 thru 2.0 mm/km.
 AY1313.WARNING-Repeat measurements at this control monument indicate possible
 AY1313.vertical movement.
 AY1313
 AY1313.The geoid height was determined by GEOID03.
 AY1313
 AY1313.The dynamic height is computed by dividing the NAVD 88
 AY1313.geopotential number by the normal gravity value computed on the
 AY1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1313.degrees latitude (g = 980.6199 gals.).
 AY1313
 AY1313.The modeled gravity was interpolated from observed gravity values.
 AY1313
 AY1313;                    North         East    Units  Estimated Accuracy
 AY1313;SPC TXSC     - 4,155,720.      523,910.      MT  (+/- 180 meters Scaled)
 AY1313
 AY1313                          SUPERSEDED SURVEY CONTROL
 AY1313
 AY1313  NGVD 29 (??/??/92)  282.501  (m)          926.84   (f) ADJ UNCH    1 2
 AY1313
 AY1313.Superseded values are not recommended for survey control.
 AY1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1313.See file dsdata.txt to determine how the superseded data were derived.
 AY1313
 AY1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT239343(NAD 83)
 AY1313_MARKER: DB = BENCH MARK DISK
 AY1313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY1313_SP_SET: ABUTMENT
 AY1313_STAMPING: L 33 1917 ELEV 926.944 FT
 AY1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AY1313+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2002
 AY1313
 AY1313  HISTORY     - Date     Condition        Report By
 AY1313  HISTORY     - 1917     MONUMENTED       CGS
 AY1313  HISTORY     - 1957     GOOD             NGS
 AY1313  HISTORY     - 1982     MARK NOT FOUND   NGS
 AY1313  HISTORY     - 1987     GOOD             USPSQD
 AY1313  HISTORY     - 1988     GOOD             USPSQD
 AY1313  HISTORY     - 20021110 GOOD             USPSQD
 AY1313
 AY1313                          STATION DESCRIPTION
 AY1313
 AY1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY1313'0.8 MI E FROM UVALDE.
 AY1313'0.8 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY1313'STATION AT UVALDE, 9.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5 FEET
 AY1313'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE
 AY1313'SOUTHWEST CONCRETE ABUTMENT OF A STEEL BRIDGE OVER THE LEONA RIVER.
 AY1313
 AY1313                          STATION RECOVERY (1982)
 AY1313
 AY1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY1313'MARK NOT RECOVERED, NEW RAILROAD BED HAS BEEN BUILT, ABUTMENT NOT
 AY1313'FOUND.
 AY1313
 AY1313                          STATION RECOVERY (1987)
 AY1313
 AY1313'RECOVERY NOTE BY US POWER SQUADRON 1987 (HLJ)
 AY1313'RECOVERED IN GOOD CONDITION.
 AY1313
 AY1313                          STATION RECOVERY (1988)
 AY1313
 AY1313'RECOVERY NOTE BY US POWER SQUADRON 1988 (SMW)
 AY1313'RECOVERED IN GOOD CONDITION.
 AY1313
 AY1313                          STATION RECOVERY (2002)
 AY1313
 AY1313'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 AY1313'IT IS DIFFICULT TO DETERMINE IF THIS IS THE ORIGINAL BRIDGE BUT A DISK
 AY1313'IS VISIBLE ON THE TOP OF THE FIRST BRIDGE BENT.  THIS PART OF THE HIGH
 AY1313'BRIDGE APPEARS TO BE ORIGINAL BUT ACCESS TO THE CONCRETE SURFACE IS
 AY1313'VERY DIFFICULT AND LOOKING DOWN FROM THE LEVEL OF THE RAILS, THE
 AY1313'STAMPING ON THE DISC CANNOT BE READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0597 ***********************************************************************
 AX0597  DESIGNATION -  L 331
 AX0597  PID         -  AX0597
 AX0597  STATE/COUNTY-  TX/LAVACA
 AX0597  USGS QUAD   -  SUBLIME (1981)
 AX0597
 AX0597                         *CURRENT SURVEY CONTROL
 AX0597  ___________________________________________________________________
 AX0597* NAD 83(1986)-  29 24 01.     (N)    096 50 24.     (W)     SCALED    
 AX0597* NAVD 88     -        79.268  (meters)     260.07   (feet)  ADJUSTED  
 AX0597  ___________________________________________________________________
 AX0597  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AX0597  DYNAMIC HT  -          79.157 (meters)     259.70  (feet)  COMP
 AX0597  MODELED GRAV-     979,237.1   (mgal)                       NAVD 88
 AX0597
 AX0597  VERT ORDER  -  FIRST     CLASS I
 AX0597
 AX0597.The horizontal coordinates were scaled from a topographic map and have
 AX0597.an estimated accuracy of +/- 6 seconds.
 AX0597
 AX0597.The orthometric height was determined by differential leveling
 AX0597.and adjusted by the National Geodetic Survey in June 1991..
 AX0597
 AX0597.The geoid height was determined by GEOID03.
 AX0597
 AX0597.The dynamic height is computed by dividing the NAVD 88
 AX0597.geopotential number by the normal gravity value computed on the
 AX0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0597.degrees latitude (g = 980.6199 gals.).
 AX0597
 AX0597.The modeled gravity was interpolated from observed gravity values.
 AX0597
 AX0597;                    North         East    Units  Estimated Accuracy
 AX0597;SPC TXSC     - 4,175,600.      809,610.      MT  (+/- 180 meters Scaled)
 AX0597
 AX0597                          SUPERSEDED SURVEY CONTROL
 AX0597
 AX0597  NGVD 29 (??/??/92)   79.260  (m)          260.04   (f) ADJ UNCH    1 1
 AX0597
 AX0597.Superseded values are not recommended for survey control.
 AX0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0597.See file dsdata.txt to determine how the superseded data were derived.
 AX0597
 AX0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT095542(NAD 83)
 AX0597_MARKER: DB = BENCH MARK DISK
 AX0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0597_STAMPING: L 331 1935
 AX0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0597+STABILITY: SURFACE MOTION
 AX0597
 AX0597  HISTORY     - Date     Condition        Report By
 AX0597  HISTORY     - 1935     MONUMENTED       CGS
 AX0597  HISTORY     - 1972     GOOD             NGS
 AX0597  HISTORY     - 19970607 GOOD             USPSQD
 AX0597
 AX0597                          STATION DESCRIPTION
 AX0597
 AX0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0597'7.55 MI SE FROM HALLETTSVILLE.
 AX0597'ABOUT 0.7 MILE EAST ALONG U. S. HIGHWAY 90 A FROM THE JUNCTION OF U.
 AX0597'S. HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 6.85 MILES
 AX0597'SOUTHEAST ALONG FARM ROAD NO. 530, 0.35 MILE SOUTHEAST OF THE JUNCTION
 AX0597'OF A PRIVATE DRIVEWAY LEADING NORTH, 171 FEET NORTHWEST OF POWER LINE
 AX0597'POLE NO. 105 WITH A BRACE WIRE CROSSING OVER THE FARM ROAD, 41 FEET
 AX0597'NORTHEAST OF THE CENTER LINE OF THE FARM ROAD, 29 1/2 FEET SOUTHEAST
 AX0597'OF A 12-INCH SQUARE MONUMENT WHICH PROJECTS 18 INCHES ABOVE THE LEVEL
 AX0597'OF THE GROUND, 2 1/2 FEET SOUTHEAST OF AN UNDERGROUND CABLE MARKER, 2
 AX0597'1/2 FEET SOUTHWEST OF A FENCE LINE, 1 FOOT NORTHWEST OF A METAL
 AX0597'WITNESS POST, ABOUT LEVEL WITH THE FARM ROAD, SET IN THE TOP OF A
 AX0597'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 AX0597
 AX0597                          STATION RECOVERY (1997)
 AX0597
 AX0597'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1012 ***********************************************************************
 AN1012  DESIGNATION -  L 332
 AN1012  PID         -  AN1012
 AN1012  STATE/COUNTY-  TX/GOLIAD
 AN1012  USGS QUAD   -  HENSLEY LAKE (1987)
 AN1012
 AN1012                         *CURRENT SURVEY CONTROL
 AN1012  ___________________________________________________________________
 AN1012* NAD 83(1986)-  28 41 06.     (N)    097 17 36.     (W)     SCALED    
 AN1012* NAVD 88     -        46.89   (+/-2cm)     153.8    (feet)  VERTCON   
 AN1012  ___________________________________________________________________
 AN1012  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN1012
 AN1012  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1012
 AN1012.The horizontal coordinates were scaled from a topographic map and have
 AN1012.an estimated accuracy of +/- 6 seconds.
 AN1012
 AN1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1012.The vertical order pertains to the NGVD 29 superseded value.
 AN1012
 AN1012.The geoid height was determined by GEOID03.
 AN1012
 AN1012;                    North         East    Units  Estimated Accuracy
 AN1012;SPC TXSC     - 4,095,610.      766,780.      MT  (+/- 180 meters Scaled)
 AN1012
 AN1012                          SUPERSEDED SURVEY CONTROL
 AN1012
 AN1012  NGVD 29 (??/??/92)   46.970  (m)          154.10   (f) ADJ UNCH    2 0
 AN1012
 AN1012.Superseded values are not recommended for survey control.
 AN1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1012.See file dsdata.txt to determine how the superseded data were derived.
 AN1012
 AN1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS667742(NAD 83)
 AN1012_MARKER: DB = BENCH MARK DISK
 AN1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1012_STAMPING: L 332 1935
 AN1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1012+STABILITY: SURFACE MOTION
 AN1012
 AN1012  HISTORY     - Date     Condition        Report By
 AN1012  HISTORY     - 1935     MONUMENTED       CGS
 AN1012  HISTORY     - 1960     MARK NOT FOUND   USGS
 AN1012
 AN1012                          STATION DESCRIPTION
 AN1012
 AN1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1012'3.6 MI SW FROM FANNIN.
 AN1012'3.6 MILES SW OF DEPOT AND ALONG THE S P R R 15 FEET NW OF MILEPOST
 AN1012'111.  45 FEET W OF CENTER OF TRACK AND CLOSE TO THE R/W FENCE.
 AN1012
 AN1012                          STATION RECOVERY (1960)
 AN1012
 AN1012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 AN1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1049 ***********************************************************************
 AX1049  DESIGNATION -  L 333
 AX1049  PID         -  AX1049
 AX1049  STATE/COUNTY-  TX/COLORADO
 AX1049  USGS QUAD   -  COLUMBUS (1981)
 AX1049
 AX1049                         *CURRENT SURVEY CONTROL
 AX1049  ___________________________________________________________________
 AX1049* NAD 83(1986)-  29 42 15.     (N)    096 34 36.     (W)     SCALED    
 AX1049* NAVD 88     -        69.66   (+/-2cm)     228.5    (feet)  VERTCON   
 AX1049  ___________________________________________________________________
 AX1049  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX1049
 AX1049  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1049
 AX1049.The horizontal coordinates were scaled from a topographic map and have
 AX1049.an estimated accuracy of +/- 6 seconds.
 AX1049
 AX1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1049.The vertical order pertains to the NGVD 29 superseded value.
 AX1049
 AX1049.The geoid height was determined by GEOID03.
 AX1049
 AX1049;                    North         East    Units  Estimated Accuracy
 AX1049;SPC TXSC     - 4,209,770.      834,470.      MT  (+/- 180 meters Scaled)
 AX1049
 AX1049                          SUPERSEDED SURVEY CONTROL
 AX1049
 AX1049  NGVD 29 (??/??/92)   69.641  (m)          228.48   (f) ADJ UNCH    2 0
 AX1049
 AX1049.Superseded values are not recommended for survey control.
 AX1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1049.See file dsdata.txt to determine how the superseded data were derived.
 AX1049
 AX1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT344884(NAD 83)
 AX1049_MARKER: DB = BENCH MARK DISK
 AX1049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1049_SP_SET: CULVERT
 AX1049_STAMPING: L 333 1935
 AX1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1049
 AX1049  HISTORY     - Date     Condition        Report By
 AX1049  HISTORY     - 1935     MONUMENTED       CGS
 AX1049  HISTORY     - 1954     MARK NOT FOUND   USGS
 AX1049  HISTORY     - 20020525 MARK NOT FOUND   USPSQD
 AX1049  HISTORY     - 20040318 MARK NOT FOUND   USPSQD
 AX1049  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX1049
 AX1049                          STATION DESCRIPTION
 AX1049
 AX1049'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AX1049'0.5 MI E FROM GLIDDEN.
 AX1049'0.5 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 AX1049'GLIDDEN, COLORADO COUNTY, 117 FEET WEST OF DOUBLE BLOCK SIGNALS 866
 AX1049'AND 867, AT A 4-1/2-FOOT CONCRETE PIPE CULVERT, IN THE TOP OF THE EAST
 AX1049'END OF THE NORTH HEADWALL, 32.7 FEET NORTH OF THE CENTERLINE OF THE
 AX1049'MAIN TRACK, 11.2 FEET NORTH OF THE NORTH RAIL OF THE NORTH SIDING OF A
 AX1049'SERIES OF TRACKS, AND ABOUT 1 FOOT LOWER THAN THE MAIN TRACK.  A
 AX1049'STANDARD DISK, STAMPED L 333 1935.
 AX1049
 AX1049                          STATION RECOVERY (2002)
 AX1049
 AX1049'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 AX1049'MULTIPLE RAIL SPURS HAVE BEEN ADDED.  HEADWALL AND CULVERT NO LONGER
 AX1049'EXIST.
 AX1049
 AX1049                          STATION RECOVERY (2004)
 AX1049
 AX1049'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AX1049'MARK NOT FOUND.
 AX1049
 AX1049                          STATION RECOVERY (2005)
 AX1049
 AX1049'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1559 ***********************************************************************
 AN1559  DESIGNATION -  L 334
 AN1559  PID         -  AN1559
 AN1559  STATE/COUNTY-  TX/SAN PATRICIO
 AN1559  USGS QUAD   -  MATHIS (1979)
 AN1559
 AN1559                         *CURRENT SURVEY CONTROL
 AN1559  ___________________________________________________________________
 AN1559* NAD 83(1986)-  28 04 01.     (N)    097 51 23.     (W)     SCALED    
 AN1559* NAVD 88     -        39.703  (meters)     130.26   (feet)  POSTED    
 AN1559  ___________________________________________________________________
 AN1559  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN1559  DYNAMIC HT  -          39.640 (meters)     130.05  (feet)  COMP
 AN1559  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 AN1559
 AN1559  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AN1559
 AN1559.The horizontal coordinates were scaled from a topographic map and have
 AN1559.an estimated accuracy of +/- 6 seconds.
 AN1559
 AN1559.The orthometric height was determined by differential leveling
 AN1559.and adjusted by the National Geodetic Survey in 1992..
 AN1559.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AN1559.rate of 1.1 thru 2.0 mm/km.
 AN1559
 AN1559.The geoid height was determined by GEOID03.
 AN1559
 AN1559.The dynamic height is computed by dividing the NAVD 88
 AN1559.geopotential number by the normal gravity value computed on the
 AN1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1559.degrees latitude (g = 980.6199 gals.).
 AN1559
 AN1559.The modeled gravity was interpolated from observed gravity values.
 AN1559
 AN1559;                    North         East    Units  Estimated Accuracy
 AN1559;SPC TX S     - 5,266,110.      363,270.      MT  (+/- 180 meters Scaled)
 AN1559
 AN1559                          SUPERSEDED SURVEY CONTROL
 AN1559
 AN1559  NGVD 29 (??/??/92)   39.764  (m)          130.46   (f) ADJ UNCH    2 0
 AN1559
 AN1559.Superseded values are not recommended for survey control.
 AN1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1559.See file dsdata.txt to determine how the superseded data were derived.
 AN1559
 AN1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS123051(NAD 83)
 AN1559_MARKER: DB = BENCH MARK DISK
 AN1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1559_STAMPING: L-334 1935
 AN1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1559+STABILITY: SURFACE MOTION
 AN1559
 AN1559  HISTORY     - Date     Condition        Report By
 AN1559  HISTORY     - 1935     MONUMENTED       CGS
 AN1559
 AN1559                          STATION DESCRIPTION
 AN1559
 AN1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AN1559'2.7 MI SW FROM MATHIS.
 AN1559'ALONG S.P.R.R. 45 FEET WEST OF THE TRACK AND CLOSE TO RIGHT OF WAY
 AN1559'FENCE.  10 FEET NORTH OF A FARMERS ROAD CROSSING.  AND 8 POLES (ABOUT
 AN1559'0.2 MILE) NORTH OF MILE POST 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0071 ***********************************************************************
 AJ0071  DESIGNATION -  L 335
 AJ0071  PID         -  AJ0071
 AJ0071  STATE/COUNTY-  TX/JIM WELLS
 AJ0071  USGS QUAD   -  SAN DIEGO NE (1963)
 AJ0071
 AJ0071                         *CURRENT SURVEY CONTROL
 AJ0071  ___________________________________________________________________
 AJ0071* NAD 83(1986)-  27 53 07.     (N)    098 05 12.     (W)     SCALED    
 AJ0071* NAVD 88     -        79.415  (meters)     260.55   (feet)  POSTED    
 AJ0071  ___________________________________________________________________
 AJ0071  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AJ0071  DYNAMIC HT  -          79.290 (meters)     260.14  (feet)  COMP
 AJ0071  MODELED GRAV-     979,110.0   (mgal)                       NAVD 88
 AJ0071
 AJ0071  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 AJ0071
 AJ0071.The horizontal coordinates were scaled from a topographic map and have
 AJ0071.an estimated accuracy of +/- 6 seconds.
 AJ0071
 AJ0071.The orthometric height was determined by differential leveling
 AJ0071.and adjusted by the National Geodetic Survey in 1992..
 AJ0071.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 AJ0071.rate of 2.1 thru 3.0 mm/km.
 AJ0071
 AJ0071.The geoid height was determined by GEOID03.
 AJ0071
 AJ0071.The dynamic height is computed by dividing the NAVD 88
 AJ0071.geopotential number by the normal gravity value computed on the
 AJ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0071.degrees latitude (g = 980.6199 gals.).
 AJ0071
 AJ0071.The modeled gravity was interpolated from observed gravity values.
 AJ0071
 AJ0071;                    North         East    Units  Estimated Accuracy
 AJ0071;SPC TX S     - 5,245,880.      340,700.      MT  (+/- 180 meters Scaled)
 AJ0071
 AJ0071                          SUPERSEDED SURVEY CONTROL
 AJ0071
 AJ0071  NGVD 29 (??/??/92)   79.491  (m)          260.80   (f) ADJ UNCH    2 0
 AJ0071
 AJ0071.Superseded values are not recommended for survey control.
 AJ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0071.See file dsdata.txt to determine how the superseded data were derived.
 AJ0071
 AJ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR898848(NAD 83)
 AJ0071_MARKER: DB = BENCH MARK DISK
 AJ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0071_STAMPING: L-335 1935
 AJ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0071+STABILITY: SURFACE MOTION
 AJ0071
 AJ0071  HISTORY     - Date     Condition        Report By
 AJ0071  HISTORY     - 1935     MONUMENTED       CGS
 AJ0071  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0071
 AJ0071                          STATION DESCRIPTION
 AJ0071
 AJ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AJ0071'9.8 MI N FROM ALICE.
 AJ0071'9.8 MILES NORTH OF AND ALONG STATE HIGHWAY 66.  53 FEET EAST OF CENTER
 AJ0071'LINE OF HIGHWAY.  AT NORTHEAST CORNER OF AMARGASCO CROSS ROAD. CLOSE
 AJ0071'TO RIGHT OF WAY FENCE CORNER.  22 FEET NORTH OF CENTER LINE OF CROSS
 AJ0071'ROAD.  A GAS STATION AND STORE IS LOCATED AT THIS POINT ON WEST SIDE
 AJ0071'OF HIGHWAY.
 AJ0071
 AJ0071                          STATION RECOVERY (1963)
 AJ0071
 AJ0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BX2140 ***********************************************************************
 BX2140  DESIGNATION -  L 337
 BX2140  PID         -  BX2140
 BX2140  STATE/COUNTY-  TX/SABINE
 BX2140  USGS QUAD   -  PINELAND SOUTH (1984)
 BX2140
 BX2140                         *CURRENT SURVEY CONTROL
 BX2140  ___________________________________________________________________
 BX2140* NAD 83(1986)-  31 13 55.     (N)    093 58 39.     (W)     SCALED    
 BX2140* NAVD 88     -        72.04   (+/-2cm)     236.4    (feet)  VERTCON   
 BX2140  ___________________________________________________________________
 BX2140  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BX2140
 BX2140  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BX2140
 BX2140.The horizontal coordinates were scaled from a topographic map and have
 BX2140.an estimated accuracy of +/- 6 seconds.
 BX2140
 BX2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 BX2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BX2140.The vertical order pertains to the NGVD 29 superseded value.
 BX2140
 BX2140.The geoid height was determined by GEOID03.
 BX2140
 BX2140;                    North         East    Units  Estimated Accuracy
 BX2140;SPC TX C     - 3,190,810.    1,305,140.      MT  (+/- 180 meters Scaled)
 BX2140
 BX2140                          SUPERSEDED SURVEY CONTROL
 BX2140
 BX2140  NGVD 29 (??/??/??)   72.057  (m)          236.41   (f) ADJUSTED    2 0
 BX2140
 BX2140.Superseded values are not recommended for survey control.
 BX2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BX2140.See file dsdata.txt to determine how the superseded data were derived.
 BX2140
 BX2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVQ069557(NAD 83)
 BX2140_MARKER: DB = BENCH MARK DISK
 BX2140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BX2140_SP_SET: CULVERT
 BX2140_STAMPING: L 337 1952
 BX2140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BX2140
 BX2140  HISTORY     - Date     Condition        Report By
 BX2140  HISTORY     - 1952     MONUMENTED       CGS
 BX2140  HISTORY     - 1979     MARK NOT FOUND   NGS
 BX2140
 BX2140                          STATION DESCRIPTION
 BX2140
 BX2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BX2140'1.4 MI S FROM PINELAND.
 BX2140'1.4 MILES SOUTH ALONG THE GULF, COLORADO AND SANTA FE RAILROAD FROM
 BX2140'THE STATION AT PINELAND, 0.1 MILE SOUTH OF A ROAD CROSSING, 225 FEET
 BX2140'SOUTH OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY, 114 FEET WEST
 BX2140'OF THE WEST RAIL, 11 FEET EAST OF THE CENTER LINE OF A ABANDONED ROAD,
 BX2140'SET IN THE TOP OF THE CENTER OF THE EAST HEADWALL OF A 4 FOOT CONCRETE
 BX2140'CULVERT.
 BX2140
 BX2140                          STATION RECOVERY (1979)
 BX2140
 BX2140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BX2140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0192 ***********************************************************************
 GL0192  DESIGNATION -  L 339
 GL0192  PID         -  GL0192
 GL0192  STATE/COUNTY-  TX/SHERMAN
 GL0192  USGS QUAD   -  LAUTZ (1965)
 GL0192
 GL0192                         *CURRENT SURVEY CONTROL
 GL0192  ___________________________________________________________________
 GL0192* NAD 83(1986)-  36 13 36.     (N)    102 06 57.     (W)     SCALED    
 GL0192* NAVD 88     -      1132.361  (meters)    3715.09   (feet)  ADJUSTED  
 GL0192  ___________________________________________________________________
 GL0192  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 GL0192  DYNAMIC HT  -        1131.095 (meters)    3710.93  (feet)  COMP
 GL0192  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 GL0192
 GL0192  VERT ORDER  -  SECOND    CLASS 0
 GL0192
 GL0192.The horizontal coordinates were scaled from a topographic map and have
 GL0192.an estimated accuracy of +/- 6 seconds.
 GL0192
 GL0192.The orthometric height was determined by differential leveling
 GL0192.and adjusted by the National Geodetic Survey in June 1991..
 GL0192
 GL0192.The geoid height was determined by GEOID03.
 GL0192
 GL0192.The dynamic height is computed by dividing the NAVD 88
 GL0192.geopotential number by the normal gravity value computed on the
 GL0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0192.degrees latitude (g = 980.6199 gals.).
 GL0192
 GL0192.The modeled gravity was interpolated from observed gravity values.
 GL0192
 GL0192;                    North         East    Units  Estimated Accuracy
 GL0192;SPC TX N     - 1,247,200.      144,630.      MT  (+/- 180 meters Scaled)
 GL0192
 GL0192                          SUPERSEDED SURVEY CONTROL
 GL0192
 GL0192.No superseded survey control is available for this station.
 GL0192
 GL0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA592129(NAD 83)
 GL0192_MARKER: DB = BENCH MARK DISK
 GL0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0192_STAMPING: L 339 1952
 GL0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0192+STABILITY: SURFACE MOTION
 GL0192
 GL0192  HISTORY     - Date     Condition        Report By
 GL0192  HISTORY     - 1952     MONUMENTED       CGS
 GL0192
 GL0192                          STATION DESCRIPTION
 GL0192
 GL0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0192'7.5 MI E FROM CONLEN.
 GL0192'0.5 MILE SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S. HIGHWAY
 GL0192'54 AT CONLEN, THENCE 6.0 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 GL0192'1.0 MILE EAST ALONG A NEW FARM TO MARKET ROAD, 140 FEET NORTH OF THE
 GL0192'CENTER LINE OF AN EAST AND WEST ROAD, 114 FEET SOUTHEAST OF THE CENTER
 GL0192'LINE OF THE NEW FARM TO MARKET ROAD, 54 FEET WEST OF THE CENTER LINE
 GL0192'OF A NORTH AND SOUTH ROAD, 275 FEET NORTHEAST OF THE NORTHEAST CORNER
 GL0192'OF A SMALL ABANDONED HOUSE, 8 FEET SOUTH OF A POWER POLE, 2 FEET SOUTH
 GL0192'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0192'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0174 ***********************************************************************
 CA0174  DESIGNATION -  L 340
 CA0174  PID         -  CA0174
 CA0174  STATE/COUNTY-  TX/LAMPASAS
 CA0174  USGS QUAD   -  SAN SABA PEAK (1980)
 CA0174
 CA0174                         *CURRENT SURVEY CONTROL
 CA0174  ___________________________________________________________________
 CA0174* NAD 83(1986)-  31 15 09.     (N)    098 30 38.     (W)     SCALED    
 CA0174* NAVD 88     -       392.000  (meters)    1286.09   (feet)  ADJUSTED  
 CA0174  ___________________________________________________________________
 CA0174  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 CA0174  DYNAMIC HT  -         391.476 (meters)    1284.37  (feet)  COMP
 CA0174  MODELED GRAV-     979,292.1   (mgal)                       NAVD 88
 CA0174
 CA0174  VERT ORDER  -  SECOND    CLASS 0
 CA0174
 CA0174.The horizontal coordinates were scaled from a topographic map and have
 CA0174.an estimated accuracy of +/- 6 seconds.
 CA0174
 CA0174.The orthometric height was determined by differential leveling
 CA0174.and adjusted by the National Geodetic Survey in June 1991..
 CA0174
 CA0174.The geoid height was determined by GEOID03.
 CA0174
 CA0174.The dynamic height is computed by dividing the NAVD 88
 CA0174.geopotential number by the normal gravity value computed on the
 CA0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0174.degrees latitude (g = 980.6199 gals.).
 CA0174
 CA0174.The modeled gravity was interpolated from observed gravity values.
 CA0174
 CA0174;                    North         East    Units  Estimated Accuracy
 CA0174;SPC TX C     - 3,177,220.      873,600.      MT  (+/- 180 meters Scaled)
 CA0174
 CA0174                          SUPERSEDED SURVEY CONTROL
 CA0174
 CA0174  NGVD 29 (??/??/92)  391.925  (m)         1285.84   (f) ADJ UNCH    2 0
 CA0174
 CA0174.Superseded values are not recommended for survey control.
 CA0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0174.See file dsdata.txt to determine how the superseded data were derived.
 CA0174
 CA0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV466576(NAD 83)
 CA0174_MARKER: DB = BENCH MARK DISK
 CA0174_SETTING: 66 = SET IN ROCK OUTCROP
 CA0174_SP_SET: ROCK OUTCROP
 CA0174_STAMPING: L 340 1935
 CA0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0174+STABILITY: POSITION/ELEVATION WELL
 CA0174
 CA0174  HISTORY     - Date     Condition        Report By
 CA0174  HISTORY     - 1935     MONUMENTED       CGS
 CA0174  HISTORY     - 1976     POOR             USGS
 CA0174
 CA0174                          STATION DESCRIPTION
 CA0174
 CA0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CA0174'9.9 MI W FROM LOMETA.
 CA0174'9.9 MILES WEST OF AND ALONG THE G.C. AND S.S.R.R. SET HORIZONTAL IN A
 CA0174'FLINT OUTCROP.  15 YARDS N.W. OF CULVERT NO. 9-C.  18 YARDS N.W. OF
 CA0174'CENTER OF THE TRACK.  7 YARDS S.E. OF THE RIGHT OF WAY FENCE.  MARKED
 CA0174'BY A PILE OF ROCK.
 CA0174
 CA0174                          STATION RECOVERY (1976)
 CA0174
 CA0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CA0174'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0231 ***********************************************************************
 CA0231  DESIGNATION -  L 341
 CA0231  PID         -  CA0231
 CA0231  STATE/COUNTY-  TX/SAN SABA
 CA0231  USGS QUAD   -  BEAR HOLLOW (1959)
 CA0231
 CA0231                         *CURRENT SURVEY CONTROL
 CA0231  ___________________________________________________________________
 CA0231* NAD 83(1986)-  31 02 10.     (N)    098 42 57.     (W)     SCALED    
 CA0231* NAVD 88     -       478.992  (meters)    1571.49   (feet)  ADJUSTED  
 CA0231  ___________________________________________________________________
 CA0231  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CA0231  DYNAMIC HT  -         478.357 (meters)    1569.41  (feet)  COMP
 CA0231  MODELED GRAV-     979,298.5   (mgal)                       NAVD 88
 CA0231
 CA0231  VERT ORDER  -  SECOND    CLASS 0
 CA0231
 CA0231.The horizontal coordinates were scaled from a topographic map and have
 CA0231.an estimated accuracy of +/- 6 seconds.
 CA0231
 CA0231.The orthometric height was determined by differential leveling
 CA0231.and adjusted by the National Geodetic Survey in June 1991..
 CA0231
 CA0231.The geoid height was determined by GEOID03.
 CA0231
 CA0231.The dynamic height is computed by dividing the NAVD 88
 CA0231.geopotential number by the normal gravity value computed on the
 CA0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0231.degrees latitude (g = 980.6199 gals.).
 CA0231
 CA0231.The modeled gravity was interpolated from observed gravity values.
 CA0231
 CA0231;                    North         East    Units  Estimated Accuracy
 CA0231;SPC TX C     - 3,152,930.      854,400.      MT  (+/- 180 meters Scaled)
 CA0231
 CA0231                          SUPERSEDED SURVEY CONTROL
 CA0231
 CA0231  NGVD 29 (??/??/92)  478.931  (m)         1571.29   (f) ADJ UNCH    2 0
 CA0231
 CA0231.Superseded values are not recommended for survey control.
 CA0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0231.See file dsdata.txt to determine how the superseded data were derived.
 CA0231
 CA0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV271336(NAD 83)
 CA0231_MARKER: DB = BENCH MARK DISK
 CA0231_SETTING: 66 = SET IN ROCK OUTCROP
 CA0231_SP_SET: GRANITE OUTCROP
 CA0231_STAMPING: L 341 1935
 CA0231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0231+STABILITY: POSITION/ELEVATION WELL
 CA0231
 CA0231  HISTORY     - Date     Condition        Report By
 CA0231  HISTORY     - 1935     MONUMENTED       CGS
 CA0231  HISTORY     - 1955     GOOD             USGS
 CA0231
 CA0231                          STATION DESCRIPTION
 CA0231
 CA0231'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 CA0231'3.6 MI N FROM CHEROKEE.
 CA0231'CHEROKEE, 3.6 MI. NORTH OF POST OFFICE ALONG STATE HWY NO. 16.  ON
 CA0231'SOUTH SLOPE OF HILL AT NORTH END OF CURVE IN HWY.  75 FT. SW
 CA0231'CENTERLINE HWY.  ON TOP OF GRANITE OUTCROP, A STD. DISK STAMPED L 341
 CA0231'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0014 ***********************************************************************
 AO0014  DESIGNATION -  L 342
 AO0014  PID         -  AO0014
 AO0014  STATE/COUNTY-  TX/ATASCOSA
 AO0014  USGS QUAD   -  MC COY (1985)
 AO0014
 AO0014                         *CURRENT SURVEY CONTROL
 AO0014  ___________________________________________________________________
 AO0014* NAD 83(1986)-  28 51 35.     (N)    098 16 45.     (W)     SCALED    
 AO0014* NAVD 88     -        91.602  (meters)     300.53   (feet)  ADJUSTED  
 AO0014  ___________________________________________________________________
 AO0014  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AO0014  DYNAMIC HT  -          91.469 (meters)     300.09  (feet)  COMP
 AO0014  MODELED GRAV-     979,192.6   (mgal)                       NAVD 88
 AO0014
 AO0014  VERT ORDER  -  SECOND    CLASS 0
 AO0014
 AO0014.The horizontal coordinates were scaled from a topographic map and have
 AO0014.an estimated accuracy of +/- 6 seconds.
 AO0014
 AO0014.The orthometric height was determined by differential leveling
 AO0014.and adjusted by the National Geodetic Survey in June 1991..
 AO0014
 AO0014.The geoid height was determined by GEOID03.
 AO0014
 AO0014.The dynamic height is computed by dividing the NAVD 88
 AO0014.geopotential number by the normal gravity value computed on the
 AO0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0014.degrees latitude (g = 980.6199 gals.).
 AO0014
 AO0014.The modeled gravity was interpolated from observed gravity values.
 AO0014
 AO0014;                    North         East    Units  Estimated Accuracy
 AO0014;SPC TXSC     - 4,113,970.      670,320.      MT  (+/- 180 meters Scaled)
 AO0014
 AO0014                          SUPERSEDED SURVEY CONTROL
 AO0014
 AO0014  NGVD 29 (??/??/92)   91.556  (m)          300.38   (f) ADJ UNCH    2 0
 AO0014
 AO0014.Superseded values are not recommended for survey control.
 AO0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0014.See file dsdata.txt to determine how the superseded data were derived.
 AO0014
 AO0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNS703926(NAD 83)
 AO0014_MARKER: DB = BENCH MARK DISK
 AO0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0014_STAMPING: L 342 1935
 AO0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0014+STABILITY: SURFACE MOTION
 AO0014
 AO0014  HISTORY     - Date     Condition        Report By
 AO0014  HISTORY     - 1935     MONUMENTED       CGS
 AO0014
 AO0014                          STATION DESCRIPTION
 AO0014
 AO0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0014'10.4 MI NE FROM CAMPBELLTON.
 AO0014'10.4 MILES NE OF AND ALONG THE ROAD TO FLORESVILLE AT A RIGHT ANGLE
 AO0014'TURN IN THE ROAD.  18 YARDS SW OF CENTER OF ROAD.  1 YARD NE OF R/W
 AO0014'FENCE.  3 YARDS SE OF A GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1403 ***********************************************************************
 FL1403  DESIGNATION -  L 345
 FL1403  PID         -  FL1403
 FL1403  STATE/COUNTY-  TX/MOORE
 FL1403  USGS QUAD   -  LITTLE BLUE CREEK (1972)
 FL1403
 FL1403                         *CURRENT SURVEY CONTROL
 FL1403  ___________________________________________________________________
 FL1403* NAD 83(1986)-  35 51 52.     (N)    101 49 41.     (W)     SCALED    
 FL1403* NAVD 88     -      1081.542  (meters)    3548.36   (feet)  ADJUSTED  
 FL1403  ___________________________________________________________________
 FL1403  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 FL1403  DYNAMIC HT  -        1080.306 (meters)    3544.30  (feet)  COMP
 FL1403  MODELED GRAV-     979,453.2   (mgal)                       NAVD 88
 FL1403
 FL1403  VERT ORDER  -  SECOND    CLASS 0
 FL1403
 FL1403.The horizontal coordinates were scaled from a topographic map and have
 FL1403.an estimated accuracy of +/- 6 seconds.
 FL1403
 FL1403.The orthometric height was determined by differential leveling
 FL1403.and adjusted by the National Geodetic Survey in June 1991..
 FL1403
 FL1403.The geoid height was determined by GEOID03.
 FL1403
 FL1403.The dynamic height is computed by dividing the NAVD 88
 FL1403.geopotential number by the normal gravity value computed on the
 FL1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1403.degrees latitude (g = 980.6199 gals.).
 FL1403
 FL1403.The modeled gravity was interpolated from observed gravity values.
 FL1403
 FL1403;                    North         East    Units  Estimated Accuracy
 FL1403;SPC TX N     - 1,206,890.      170,370.      MT  (+/- 180 meters Scaled)
 FL1403
 FL1403                          SUPERSEDED SURVEY CONTROL
 FL1403
 FL1403  NGVD 29 (??/??/92) 1081.020  (m)         3546.65   (f) ADJ UNCH    2 0
 FL1403
 FL1403.Superseded values are not recommended for survey control.
 FL1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1403.See file dsdata.txt to determine how the superseded data were derived.
 FL1403
 FL1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE446726(NAD 83)
 FL1403_MARKER: DB = BENCH MARK DISK
 FL1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1403_STAMPING: L 345 1952
 FL1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1403+STABILITY: SURFACE MOTION
 FL1403
 FL1403  HISTORY     - Date     Condition        Report By
 FL1403  HISTORY     - 1952     MONUMENTED       CGS
 FL1403
 FL1403                          STATION DESCRIPTION
 FL1403
 FL1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1403'8.2 MI E FROM DUMAS.
 FL1403'8.2 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1403'HIGHWAY 287 AT DUMAS, 55 FEET EAST OF THE CENTER LINE OF A PRIVATE
 FL1403'ROAD LEADING NORTH, 74 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 FL1403'37 FEET EAST OF A FENCE LEADING NORTH, 1.4 FEET SOUTH OF A FENCE, 2
 FL1403'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL1403'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1395 ***********************************************************************
 FL1395  DESIGNATION -  L 346
 FL1395  PID         -  FL1395
 FL1395  STATE/COUNTY-  TX/MOORE
 FL1395  USGS QUAD   -  POLLARD CREEK (1972)
 FL1395
 FL1395                         *CURRENT SURVEY CONTROL
 FL1395  ___________________________________________________________________
 FL1395* NAD 83(1986)-  35 51 02.     (N)    101 44 22.     (W)     SCALED    
 FL1395* NAVD 88     -      1055.128  (meters)    3461.70   (feet)  ADJUSTED  
 FL1395  ___________________________________________________________________
 FL1395  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 FL1395  DYNAMIC HT  -        1053.923 (meters)    3457.75  (feet)  COMP
 FL1395  MODELED GRAV-     979,455.5   (mgal)                       NAVD 88
 FL1395
 FL1395  VERT ORDER  -  SECOND    CLASS 0
 FL1395
 FL1395.The horizontal coordinates were scaled from a topographic map and have
 FL1395.an estimated accuracy of +/- 6 seconds.
 FL1395
 FL1395.The orthometric height was determined by differential leveling
 FL1395.and adjusted by the National Geodetic Survey in June 1991..
 FL1395
 FL1395.The geoid height was determined by GEOID03.
 FL1395
 FL1395.The dynamic height is computed by dividing the NAVD 88
 FL1395.geopotential number by the normal gravity value computed on the
 FL1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1395.degrees latitude (g = 980.6199 gals.).
 FL1395
 FL1395.The modeled gravity was interpolated from observed gravity values.
 FL1395
 FL1395;                    North         East    Units  Estimated Accuracy
 FL1395;SPC TX N     - 1,205,320.      178,370.      MT  (+/- 180 meters Scaled)
 FL1395
 FL1395                          SUPERSEDED SURVEY CONTROL
 FL1395
 FL1395  NGVD 29 (??/??/92) 1054.617  (m)         3460.02   (f) ADJ UNCH    2 0
 FL1395
 FL1395.Superseded values are not recommended for survey control.
 FL1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1395.See file dsdata.txt to determine how the superseded data were derived.
 FL1395
 FL1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE526708(NAD 83)
 FL1395_MARKER: DB = BENCH MARK DISK
 FL1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1395_STAMPING: L 346 1953
 FL1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1395+STABILITY: SURFACE MOTION
 FL1395
 FL1395  HISTORY     - Date     Condition        Report By
 FL1395  HISTORY     - 1952     MONUMENTED       CGS
 FL1395
 FL1395                          STATION DESCRIPTION
 FL1395
 FL1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1395'13.7 MI E FROM DUMAS.
 FL1395'13.7 MILES EAST ALONG STATE HIGHWAY 152 FROM ITS JUNCTION WITH U.S.
 FL1395'HIGHWAY 287 AT DUMAS, 75 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 FL1395'93 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 53 FEET
 FL1395'EAST OF A POWER POLE, 55 FEET EAST OF A NORTH AND SOUTH FENCE, 1.2
 FL1395'FEET NORTH OF AN EAST AND WEST FENCE, 2.7 FEET WEST OF A WITNESS POST,
 FL1395'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 FL1395'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1415 ***********************************************************************
 FL1415  DESIGNATION -  L 347
 FL1415  PID         -  FL1415
 FL1415  STATE/COUNTY-  TX/HUTCHINSON
 FL1415  USGS QUAD   -  POLLARD CREEK NE (1974)
 FL1415
 FL1415                         *CURRENT SURVEY CONTROL
 FL1415  ___________________________________________________________________
 FL1415* NAD 83(1986)-  35 57 03.     (N)    101 30 36.     (W)     SCALED    
 FL1415* NAVD 88     -      1016.879  (meters)    3336.21   (feet)  ADJUSTED  
 FL1415  ___________________________________________________________________
 FL1415  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 FL1415  DYNAMIC HT  -        1015.739 (meters)    3332.47  (feet)  COMP
 FL1415  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 FL1415
 FL1415  VERT ORDER  -  SECOND    CLASS 0
 FL1415
 FL1415.The horizontal coordinates were scaled from a topographic map and have
 FL1415.an estimated accuracy of +/- 6 seconds.
 FL1415
 FL1415.The orthometric height was determined by differential leveling
 FL1415.and adjusted by the National Geodetic Survey in June 1991..
 FL1415
 FL1415.The geoid height was determined by GEOID03.
 FL1415
 FL1415.The dynamic height is computed by dividing the NAVD 88
 FL1415.geopotential number by the normal gravity value computed on the
 FL1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1415.degrees latitude (g = 980.6199 gals.).
 FL1415
 FL1415.The modeled gravity was interpolated from observed gravity values.
 FL1415
 FL1415;                    North         East    Units  Estimated Accuracy
 FL1415;SPC TX N     - 1,216,420.      199,100.      MT  (+/- 180 meters Scaled)
 FL1415
 FL1415                          SUPERSEDED SURVEY CONTROL
 FL1415
 FL1415  NGVD 29 (??/??/92) 1016.401  (m)         3334.64   (f) ADJ UNCH    2 0
 FL1415
 FL1415.Superseded values are not recommended for survey control.
 FL1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1415.See file dsdata.txt to determine how the superseded data were derived.
 FL1415
 FL1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE736814(NAD 83)
 FL1415_MARKER: DB = BENCH MARK DISK
 FL1415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL1415_SP_SET: CULVERT
 FL1415_STAMPING: L 347 1952
 FL1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL1415
 FL1415  HISTORY     - Date     Condition        Report By
 FL1415  HISTORY     - 1952     MONUMENTED       CGS
 FL1415
 FL1415                          STATION DESCRIPTION
 FL1415
 FL1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 FL1415'3.0 MI W FROM PRINGLE.
 FL1415'3.0 MILES WEST ALONG FARM ROAD 1598 FROM ITS JUNCTION WITH FARM ROAD
 FL1415'278 AT PRINGLE, 0.3 MILE EAST OF AN INTERSECTION WITH A NORTH AND
 FL1415'SOUTH ROAD, 400 FEET SOUTHEAST OF AN OIL WELL, 400 FEET NORTHEAST OF
 FL1415'AN OIL WELL, 14 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, SET IN
 FL1415'THE TOP OF THE EAST END OF LTHE NORTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0153 ***********************************************************************
 GL0153  DESIGNATION -  L 348
 GL0153  PID         -  GL0153
 GL0153  STATE/COUNTY-  TX/DALLAM
 GL0153  USGS QUAD   -  EXUM (1965)
 GL0153
 GL0153                         *CURRENT SURVEY CONTROL
 GL0153  ___________________________________________________________________
 GL0153* NAD 83(1986)-  36 07 29.     (N)    102 14 25.     (W)     SCALED    
 GL0153* NAVD 88     -      1159.997  (meters)    3805.76   (feet)  ADJUSTED  
 GL0153  ___________________________________________________________________
 GL0153  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 GL0153  DYNAMIC HT  -        1158.675 (meters)    3801.42  (feet)  COMP
 GL0153  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 GL0153
 GL0153  VERT ORDER  -  SECOND    CLASS 0
 GL0153
 GL0153.The horizontal coordinates were scaled from a topographic map and have
 GL0153.an estimated accuracy of +/- 6 seconds.
 GL0153
 GL0153.The orthometric height was determined by differential leveling
 GL0153.and adjusted by the National Geodetic Survey in June 1991..
 GL0153
 GL0153.The geoid height was determined by GEOID03.
 GL0153
 GL0153.The dynamic height is computed by dividing the NAVD 88
 GL0153.geopotential number by the normal gravity value computed on the
 GL0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0153.degrees latitude (g = 980.6199 gals.).
 GL0153
 GL0153.The modeled gravity was interpolated from observed gravity values.
 GL0153
 GL0153;                    North         East    Units  Estimated Accuracy
 GL0153;SPC TX N     - 1,235,970.      133,360.      MT  (+/- 180 meters Scaled)
 GL0153
 GL0153                          SUPERSEDED SURVEY CONTROL
 GL0153
 GL0153.No superseded survey control is available for this station.
 GL0153
 GL0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA483013(NAD 83)
 GL0153_MARKER: DB = BENCH MARK DISK
 GL0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0153_STAMPING: L 348 1952
 GL0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0153+STABILITY: SURFACE MOTION
 GL0153
 GL0153  HISTORY     - Date     Condition        Report By
 GL0153  HISTORY     - 1952     MONUMENTED       CGS
 GL0153
 GL0153                          STATION DESCRIPTION
 GL0153
 GL0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GL0153'7.5 MI S FROM CONLEN.
 GL0153'5.5 MILES SOUTH ALONG FARM ROAD 807 FROM ITS JUNCTION WITH U.S.
 GL0153'HIGHWAY 54 AT CONLEN, THENCE 2.0 MILES SOUTH ALONG A GRADED DIRT ROAD,
 GL0153'0.1 MILE NORTH OF A A PRIVATE ROAD LEADING EAST, 64 FEET EAST OF THE
 GL0153'CENTER LINE OF A NORTH AND SOUTH ROAD, 11.5 FEET EAST OF A FENCE
 GL0153'CORNER, 1.2 FEET SOUTH OF A FENCE LEADING EAST, 2 FEET WEST OF A
 GL0153'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GL0153'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0869 ***********************************************************************
 AY0869  DESIGNATION -  L 35
 AY0869  PID         -  AY0869
 AY0869  STATE/COUNTY-  TX/MEDINA
 AY0869  USGS QUAD   -  CASTROVILLE (1982)
 AY0869
 AY0869                         *CURRENT SURVEY CONTROL
 AY0869  ___________________________________________________________________
 AY0869* NAD 83(1986)-  29 16 27.     (N)    098 55 19.     (W)     SCALED    
 AY0869* NAVD 88     -       250.127  (meters)     820.62   (feet)  ADJUSTED  
 AY0869  ___________________________________________________________________
 AY0869  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 AY0869  DYNAMIC HT  -         249.768 (meters)     819.45  (feet)  COMP
 AY0869  MODELED GRAV-     979,201.7   (mgal)                       NAVD 88
 AY0869
 AY0869  VERT ORDER  -  FIRST     CLASS II
 AY0869
 AY0869.The horizontal coordinates were scaled from a topographic map and have
 AY0869.an estimated accuracy of +/- 6 seconds.
 AY0869
 AY0869.The orthometric height was determined by differential leveling
 AY0869.and adjusted by the National Geodetic Survey in June 1991..
 AY0869
 AY0869.The geoid height was determined by GEOID03.
 AY0869
 AY0869.The dynamic height is computed by dividing the NAVD 88
 AY0869.geopotential number by the normal gravity value computed on the
 AY0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0869.degrees latitude (g = 980.6199 gals.).
 AY0869
 AY0869.The modeled gravity was interpolated from observed gravity values.
 AY0869
 AY0869;                    North         East    Units  Estimated Accuracy
 AY0869;SPC TXSC     - 4,159,690.      607,580.      MT  (+/- 180 meters Scaled)
 AY0869
 AY0869                          SUPERSEDED SURVEY CONTROL
 AY0869
 AY0869  NGVD 29 (??/??/92)  250.002  (m)          820.21   (f) ADJ UNCH    1 2
 AY0869
 AY0869.Superseded values are not recommended for survey control.
 AY0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0869.See file dsdata.txt to determine how the superseded data were derived.
 AY0869
 AY0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT075383(NAD 83)
 AY0869_MARKER: DB = BENCH MARK DISK
 AY0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0869_STAMPING: L 35 1917 ELEV 820.271 FT
 AY0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0869+STABILITY: SURFACE MOTION
 AY0869
 AY0869  HISTORY     - Date     Condition        Report By
 AY0869  HISTORY     - 1917     MONUMENTED       CGS
 AY0869  HISTORY     - 1957     GOOD             NGS
 AY0869  HISTORY     - 19970210 MARK NOT FOUND   USPSQD
 AY0869  HISTORY     - 20020218 MARK NOT FOUND   USPSQD
 AY0869
 AY0869                          STATION DESCRIPTION
 AY0869
 AY0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AY0869'7.8 MI SW FROM LACOSTE.
 AY0869'7.8 MILES SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0869'STATION AT LACOSTE, 1.0 MILE WEST OF THE STATION SIGN AT NOONAN, 34.7
 AY0869'FEET SOUTH OF THE SOUTH RAIL, 30 FEET NORTH OF THE CENTER LINE OF A
 AY0869'ROAD, 19.5 FEET SOUTHEAST OF MILEPOST 242, 2 FEET WEST OF A WITNESS
 AY0869'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 AY0869'THE GROUND.
 AY0869
 AY0869                          STATION RECOVERY (1997)
 AY0869
 AY0869'RECOVERY NOTE BY US POWER SQUADRON 1997
 AY0869'MARK NOT FOUND.
 AY0869
 AY0869                          STATION RECOVERY (2002)
 AY0869
 AY0869'RECOVERY NOTE BY US POWER SQUADRON 2002 (HLJ)
 AY0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0137 ***********************************************************************
 FL0137  DESIGNATION -  L 353
 FL0137  PID         -  FL0137
 FL0137  STATE/COUNTY-  TX/WHEELER
 FL0137  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0137
 FL0137                         *CURRENT SURVEY CONTROL
 FL0137  ___________________________________________________________________
 FL0137* NAD 83(1986)-  35 12 54.     (N)    100 11 01.     (W)     SCALED    
 FL0137* NAVD 88     -       702.916  (meters)    2306.15   (feet)  ADJUSTED  
 FL0137  ___________________________________________________________________
 FL0137  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 FL0137  DYNAMIC HT  -         702.188 (meters)    2303.76  (feet)  COMP
 FL0137  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 FL0137
 FL0137  VERT ORDER  -  FIRST     CLASS II
 FL0137
 FL0137.The horizontal coordinates were scaled from a topographic map and have
 FL0137.an estimated accuracy of +/- 6 seconds.
 FL0137
 FL0137.The orthometric height was determined by differential leveling
 FL0137.and adjusted by the National Geodetic Survey in June 1991..
 FL0137
 FL0137.The geoid height was determined by GEOID03.
 FL0137
 FL0137.The dynamic height is computed by dividing the NAVD 88
 FL0137.geopotential number by the normal gravity value computed on the
 FL0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0137.degrees latitude (g = 980.6199 gals.).
 FL0137
 FL0137.The modeled gravity was interpolated from observed gravity values.
 FL0137
 FL0137;                    North         East    Units  Estimated Accuracy
 FL0137;SPC TX N     - 1,135,590.      319,840.      MT  (+/- 180 meters Scaled)
 FL0137
 FL0137                          SUPERSEDED SURVEY CONTROL
 FL0137
 FL0137  NGVD 29 (??/??/92)  702.637  (m)         2305.23   (f) ADJ UNCH    1 2
 FL0137
 FL0137.Superseded values are not recommended for survey control.
 FL0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0137.See file dsdata.txt to determine how the superseded data were derived.
 FL0137
 FL0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD922975(NAD 83)
 FL0137_MARKER: DB = BENCH MARK DISK
 FL0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0137_STAMPING: L 353 1953
 FL0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0137+STABILITY: SURFACE MOTION
 FL0137
 FL0137  HISTORY     - Date     Condition        Report By
 FL0137  HISTORY     - 1953     MONUMENTED       CGS
 FL0137
 FL0137                          STATION DESCRIPTION
 FL0137
 FL0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0137'3.55 MI E FROM SHAMROCK.
 FL0137'3.55 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0137'FROM THE STATION AT SHAMROCK, 4 1/2 POLES NORTHEAST OF MILEPOST 661,
 FL0137'68 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD CROSSING, 45 FEET
 FL0137'SOUTHEAST OF THE SOUTHEAST RAIL, 34 FEET SOUTHWEST OF THE CENTER OF A
 FL0137'WIRE GATE, 34 FEET SOUTHWEST OF THE CENTER LINE OF A SANDY TRACK ROAD,
 FL0137'2 FEET NORTHWEST OF A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST, SET
 FL0137'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 FL0137'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0323 ***********************************************************************
 FL0323  DESIGNATION -  L 354
 FL0323  PID         -  FL0323
 FL0323  STATE/COUNTY-  TX/GRAY
 FL0323  USGS QUAD   -  ALANREED (1976)
 FL0323
 FL0323                         *CURRENT SURVEY CONTROL
 FL0323  ___________________________________________________________________
 FL0323* NAD 83(1986)-  35 12 37.     (N)    100 44 01.     (W)     SCALED    
 FL0323* NAVD 88     -       927.921  (meters)    3044.35   (feet)  ADJUSTED  
 FL0323  ___________________________________________________________________
 FL0323  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 FL0323  DYNAMIC HT  -         926.896 (meters)    3040.99  (feet)  COMP
 FL0323  MODELED GRAV-     979,497.8   (mgal)                       NAVD 88
 FL0323
 FL0323  VERT ORDER  -  FIRST     CLASS II
 FL0323
 FL0323.The horizontal coordinates were scaled from a topographic map and have
 FL0323.an estimated accuracy of +/- 6 seconds.
 FL0323
 FL0323.The orthometric height was determined by differential leveling
 FL0323.and adjusted by the National Geodetic Survey in June 1991..
 FL0323
 FL0323.The geoid height was determined by GEOID03.
 FL0323
 FL0323.The dynamic height is computed by dividing the NAVD 88
 FL0323.geopotential number by the normal gravity value computed on the
 FL0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0323.degrees latitude (g = 980.6199 gals.).
 FL0323
 FL0323.The modeled gravity was interpolated from observed gravity values.
 FL0323
 FL0323;                    North         East    Units  Estimated Accuracy
 FL0323;SPC TX N     - 1,134,540.      269,780.      MT  (+/- 180 meters Scaled)
 FL0323
 FL0323                          SUPERSEDED SURVEY CONTROL
 FL0323
 FL0323  NGVD 29 (??/??/92)  927.552  (m)         3043.14   (f) ADJ UNCH    1 2
 FL0323
 FL0323.Superseded values are not recommended for survey control.
 FL0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0323.See file dsdata.txt to determine how the superseded data were derived.
 FL0323
 FL0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD422977(NAD 83)
 FL0323_MARKER: DB = BENCH MARK DISK
 FL0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0323_STAMPING: L 354 1953
 FL0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0323+STABILITY: SURFACE MOTION
 FL0323
 FL0323  HISTORY     - Date     Condition        Report By
 FL0323  HISTORY     - 1953     MONUMENTED       CGS
 FL0323
 FL0323                          STATION DESCRIPTION
 FL0323
 FL0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FL0323'IN ALANREED.
 FL0323'AT ALANREED, 153 FEET EAST OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL0323'RAILROAD STATION SIGN, 22.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 FL0323'TRACK, 1 1/2 POLES EAST OF MILEPOST 696, 59.5 FEET EAST OF A WELL, 3
 FL0323'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FL0323'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0319 ***********************************************************************
 AO0319  DESIGNATION -  L 356
 AO0319  PID         -  AO0319
 AO0319  STATE/COUNTY-  TX/LA SALLE
 AO0319  USGS QUAD   -  CAIMAN CREEK NE (1974)
 AO0319
 AO0319                         *CURRENT SURVEY CONTROL
 AO0319  ___________________________________________________________________
 AO0319* NAD 83(1986)-  28 13 02.     (N)    099 02 43.     (W)     SCALED    
 AO0319* NAVD 88     -       101.179  (meters)     331.95   (feet)  POSTED    
 AO0319  ___________________________________________________________________
 AO0319  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AO0319  DYNAMIC HT  -         101.030 (meters)     331.46  (feet)  COMP
 AO0319  MODELED GRAV-     979,129.6   (mgal)                       NAVD 88
 AO0319
 AO0319  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AO0319
 AO0319.The horizontal coordinates were scaled from a topographic map and have
 AO0319.an estimated accuracy of +/- 6 seconds.
 AO0319
 AO0319.The orthometric height was determined by differential leveling
 AO0319.and adjusted by the National Geodetic Survey in 1992..
 AO0319.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AO0319.rate of 1.1 thru 2.0 mm/km.
 AO0319
 AO0319.The geoid height was determined by GEOID03.
 AO0319
 AO0319.The dynamic height is computed by dividing the NAVD 88
 AO0319.geopotential number by the normal gravity value computed on the
 AO0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0319.degrees latitude (g = 980.6199 gals.).
 AO0319
 AO0319.The modeled gravity was interpolated from observed gravity values.
 AO0319
 AO0319;                    North         East    Units  Estimated Accuracy
 AO0319;SPC TXSC     - 4,042,550.      595,560.      MT  (+/- 180 meters Scaled)
 AO0319
 AO0319                          SUPERSEDED SURVEY CONTROL
 AO0319
 AO0319  NGVD 29 (??/??/92)  101.119  (m)          331.75   (f) ADJ UNCH    2 0
 AO0319
 AO0319.Superseded values are not recommended for survey control.
 AO0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0319.See file dsdata.txt to determine how the superseded data were derived.
 AO0319
 AO0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS955212(NAD 83)
 AO0319_MARKER: DB = BENCH MARK DISK
 AO0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0319_STAMPING: L-356 1935
 AO0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0319+STABILITY: SURFACE MOTION
 AO0319
 AO0319  HISTORY     - Date     Condition        Report By
 AO0319  HISTORY     - 1935     MONUMENTED       CGS
 AO0319  HISTORY     - 1974     GOOD             USGS
 AO0319
 AO0319                          STATION DESCRIPTION
 AO0319
 AO0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AO0319'22.4 MI SE FROM COTULLA.
 AO0319'22.4 MILES SOUTHEAST OF AND ALONG RIVER ROAD.  AT A CURVE WHERE THE
 AO0319'ROAD IS RUNNING S. AND CURVES TO THE S. E.  65 FT. S. W. OF CENTERLINE
 AO0319'OF ROAD.  SET IN TOP OF A CONCRETE POST.  NOTE-- BM IS 20 MI SE OF
 AO0319'COTULLA FOLLOWING FARM RD. 468, THEN W ON TO RANCH RD. (LL GRAHAM
 AO0319'RANCH) GO .65 MI TO BEND IN RD AND 150 FT. NW OF BEND IS BM.
 AO0319
 AO0319                          STATION RECOVERY (1974)
 AO0319
 AO0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AO0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0698 ***********************************************************************
 AJ0698  DESIGNATION -  L 357
 AJ0698  PID         -  AJ0698
 AJ0698  STATE/COUNTY-  TX/DUVAL
 AJ0698  USGS QUAD   -  FREER SOUTH (1971)
 AJ0698
 AJ0698                         *CURRENT SURVEY CONTROL
 AJ0698  ___________________________________________________________________
 AJ0698* NAD 83(1986)-  27 51 36.     (N)    098 31 03.     (W)     SCALED    
 AJ0698* NAVD 88     -       162.594  (meters)     533.44   (feet)  POSTED    
 AJ0698  ___________________________________________________________________
 AJ0698  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AJ0698  DYNAMIC HT  -         162.340 (meters)     532.61  (feet)  COMP
 AJ0698  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 AJ0698
 AJ0698  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0698
 AJ0698.The horizontal coordinates were scaled from a topographic map and have
 AJ0698.an estimated accuracy of +/- 6 seconds.
 AJ0698
 AJ0698.The orthometric height was determined by differential leveling
 AJ0698.and adjusted by the National Geodetic Survey in 1992..
 AJ0698.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0698.rate of 1.1 thru 2.0 mm/km.
 AJ0698
 AJ0698.The geoid height was determined by GEOID03.
 AJ0698
 AJ0698.The dynamic height is computed by dividing the NAVD 88
 AJ0698.geopotential number by the normal gravity value computed on the
 AJ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0698.degrees latitude (g = 980.6199 gals.).
 AJ0698
 AJ0698.The modeled gravity was interpolated from observed gravity values.
 AJ0698
 AJ0698;                    North         East    Units  Estimated Accuracy
 AJ0698;SPC TX S     - 5,243,010.      298,280.      MT  (+/- 180 meters Scaled)
 AJ0698
 AJ0698                          SUPERSEDED SURVEY CONTROL
 AJ0698
 AJ0698  NGVD 29 (??/??/92)  162.617  (m)          533.52   (f) ADJ UNCH    2 0
 AJ0698
 AJ0698.Superseded values are not recommended for survey control.
 AJ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0698.See file dsdata.txt to determine how the superseded data were derived.
 AJ0698
 AJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR475817(NAD 83)
 AJ0698_MARKER: DB = BENCH MARK DISK
 AJ0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0698_STAMPING: L-357 1935
 AJ0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0698+STABILITY: SURFACE MOTION
 AJ0698
 AJ0698  HISTORY     - Date     Condition        Report By
 AJ0698  HISTORY     - 1935     MONUMENTED       CGS
 AJ0698  HISTORY     - 1971     GOOD             USGS
 AJ0698
 AJ0698                          STATION DESCRIPTION
 AJ0698
 AJ0698'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AJ0698'0.5 MI SE FROM FREER.
 AJ0698'ABOUT 6.5 MILES SOUTHEAST OF FREER, DUVAL COUNTY, TEXAS ALONG STATE
 AJ0698'HIGHWAY 44, AND ABOUT 0.6 MILE NORTH OF THE HIGHWAY ABOUT 0.5 MILE
 AJ0698'NORTHWEST OF THE CENTER OF A LARGE FLOOD CONTROL DAM.  FROM THE CENTER
 AJ0698'OF A SMALL CONCRETE BRIDGE (OLD STATE HIGHWAY 55)-- 145 FEET SOUTHEAST
 AJ0698'ALONG THE CENTERLINE OF THE ROAD, THENCE 70 FEET PERPENDICULAR
 AJ0698'NORTHEAST.  A STANDARD DISK, STAMPED L 357 1935 AND SET IN THE TOP OF
 AJ0698'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0109 ***********************************************************************
 BA0109  DESIGNATION -  L 358
 BA0109  PID         -  BA0109
 BA0109  STATE/COUNTY-  TX/BREWSTER
 BA0109  USGS QUAD   -  SMOKY CREEK (1971)
 BA0109
 BA0109                         *CURRENT SURVEY CONTROL
 BA0109  ___________________________________________________________________
 BA0109* NAD 83(1986)-  29 06 52.     (N)    103 29 46.     (W)     SCALED    
 BA0109* NAVD 88     -       670.204  (meters)    2198.83   (feet)  ADJUSTED  
 BA0109  ___________________________________________________________________
 BA0109  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 BA0109  DYNAMIC HT  -         669.120 (meters)    2195.27  (feet)  COMP
 BA0109  MODELED GRAV-     979,004.7   (mgal)                       NAVD 88
 BA0109
 BA0109  VERT ORDER  -  FIRST     CLASS II
 BA0109
 BA0109.The horizontal coordinates were scaled from a topographic map and have
 BA0109.an estimated accuracy of +/- 6 seconds.
 BA0109
 BA0109.The orthometric height was determined by differential leveling
 BA0109.and adjusted by the National Geodetic Survey in June 1991..
 BA0109
 BA0109.The geoid height was determined by GEOID03.
 BA0109
 BA0109.The dynamic height is computed by dividing the NAVD 88
 BA0109.geopotential number by the normal gravity value computed on the
 BA0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0109.degrees latitude (g = 980.6199 gals.).
 BA0109
 BA0109.The modeled gravity was interpolated from observed gravity values.
 BA0109
 BA0109;                    North         East    Units  Estimated Accuracy
 BA0109;SPC TXSC     - 4,150,390.      162,550.      MT  (+/- 180 meters Scaled)
 BA0109
 BA0109                          SUPERSEDED SURVEY CONTROL
 BA0109
 BA0109  NGVD 29 (??/??/92)  669.798  (m)         2197.50   (f) ADJ UNCH    1 2
 BA0109
 BA0109.Superseded values are not recommended for survey control.
 BA0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0109.See file dsdata.txt to determine how the superseded data were derived.
 BA0109
 BA0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN463216(NAD 83)
 BA0109_MARKER: DB = BENCH MARK DISK
 BA0109_SETTING: 66 = SET IN ROCK OUTCROP
 BA0109_SP_SET: SANDSTONE OUTCROP
 BA0109_STAMPING: L 358 1943
 BA0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0109+STABILITY: POSITION/ELEVATION WELL
 BA0109
 BA0109  HISTORY     - Date     Condition        Report By
 BA0109  HISTORY     - 1943     MONUMENTED       CGS
 BA0109  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0109  HISTORY     - 1971     MARK NOT FOUND   USGS
 BA0109
 BA0109                          STATION DESCRIPTION
 BA0109
 BA0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0109'2.0 MI SE FROM CASTOLON.
 BA0109'ON THE NORTH SIDE OF A ROCKY RAVINE DRAINING SOUTHWEST, 51 FEET WEST
 BA0109'OF THE CENTERLINE OF THE ROAD, IN A SANDSTONE OUTCROP, 4 FEET SOUTH OF
 BA0109'A LARGE PILE OF ROCKS, AND LEVEL WITH THE ROAD.  A DISK, STAMPED L 358
 BA0109'1943.
 BA0109
 BA0109                          STATION RECOVERY (1971)
 BA0109
 BA0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BA0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0690 ***********************************************************************
 CD0690  DESIGNATION -  L 359
 CD0690  PID         -  CD0690
 CD0690  STATE/COUNTY-  TX/HUDSPETH
 CD0690  USGS QUAD   -  BUCKHORN DRAW EAST (1979)
 CD0690
 CD0690                         *CURRENT SURVEY CONTROL
 CD0690  ___________________________________________________________________
 CD0690* NAD 83(1986)-  31 49 57.     (N)    105 43 26.     (W)     SCALED    
 CD0690* NAVD 88     -      1513.636  (meters)    4965.99   (feet)  POSTED    
 CD0690  ___________________________________________________________________
 CD0690  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 CD0690  DYNAMIC HT  -        1511.270 (meters)    4958.23  (feet)  COMP
 CD0690  MODELED GRAV-     979,025.0   (mgal)                       NAVD 88
 CD0690
 CD0690  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CD0690
 CD0690.The horizontal coordinates were scaled from a topographic map and have
 CD0690.an estimated accuracy of +/- 6 seconds.
 CD0690
 CD0690.The orthometric height was determined by differential leveling
 CD0690.and adjusted by the National Geodetic Survey in 1992..
 CD0690.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CD0690.rate of 0.0 thru 1.0 mm/km.
 CD0690
 CD0690.The geoid height was determined by GEOID03.
 CD0690
 CD0690.The dynamic height is computed by dividing the NAVD 88
 CD0690.geopotential number by the normal gravity value computed on the
 CD0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0690.degrees latitude (g = 980.6199 gals.).
 CD0690
 CD0690.The modeled gravity was interpolated from observed gravity values.
 CD0690
 CD0690;                    North         East    Units  Estimated Accuracy
 CD0690;SPC TX C     - 3,252,470.      189,910.      MT  (+/- 180 meters Scaled)
 CD0690
 CD0690                          SUPERSEDED SURVEY CONTROL
 CD0690
 CD0690  NGVD 29 (??/??/92) 1512.964  (m)         4963.78   (f) ADJ UNCH    1 2
 CD0690
 CD0690.Superseded values are not recommended for survey control.
 CD0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0690.See file dsdata.txt to determine how the superseded data were derived.
 CD0690
 CD0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDR315220(NAD 83)
 CD0690_MARKER: DB = BENCH MARK DISK
 CD0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0690_STAMPING: L 359 1943
 CD0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0690+STABILITY: SURFACE MOTION
 CD0690
 CD0690  HISTORY     - Date     Condition        Report By
 CD0690  HISTORY     - 1943     MONUMENTED       CGS
 CD0690  HISTORY     - 1976     GOOD             USGS
 CD0690
 CD0690                          STATION DESCRIPTION
 CD0690
 CD0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0690'48.1 MI E FROM EL PASO.
 CD0690'IN HUDSPETH COUNTY, 48.1 MILES EAST ALONG U.S. HIGHWAYS 62 AND 180
 CD0690'FROM THE CITY HALL AT EL PASO, EL PASO COUNTY, 0.3 MILE EAST OF A
 CD0690'CURVE AND 49 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 CD0690'DISK, STAMPED L 359 1943 AND SET IN THE TOP OF A CONCRETE POST
 CD0690'PROJECTING 10 INCHES ABOVE GROUND.
 CD0690
 CD0690                          STATION RECOVERY (1976)
 CD0690
 CD0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CD0690'IN HUDSPETH COUNTY, 44.0 MILES EAST OF EL PASO ON HIGHWAYS 62 AND 180
 CD0690'FROM JCT. OF LOOP 16 AT EAST EDGE OF CITY, TO RD. JCT. N., THENCE N.
 CD0690'0.35 MI. TO OLD HWY, THENCE 1.0 MI. NW. ALONG OLD ROAD TO MARK, 49
 CD0690'FT. N. OF ROAD. A STANDARD DISK STAMPED L 359 1933, SET IN CONCRETE
 CD0690'POST PROJECTING 10 ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1065 ***********************************************************************
 FL1065  DESIGNATION -  L 361
 FL1065  PID         -  FL1065
 FL1065  STATE/COUNTY-  TX/POTTER
 FL1065  USGS QUAD   -  PULLMAN (1973)
 FL1065
 FL1065                         *CURRENT SURVEY CONTROL
 FL1065  ___________________________________________________________________
 FL1065* NAD 83(1986)-  35 13 04.     (N)    101 43 27.     (W)     SCALED    
 FL1065* NAVD 88     -      1096.970  (meters)    3598.98   (feet)  ADJUSTED  
 FL1065  ___________________________________________________________________
 FL1065  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 FL1065  DYNAMIC HT  -        1095.668 (meters)    3594.70  (feet)  COMP
 FL1065  MODELED GRAV-     979,408.9   (mgal)                       NAVD 88
 FL1065
 FL1065  VERT ORDER  -  FIRST     CLASS II
 FL1065
 FL1065.The horizontal coordinates were scaled from a topographic map and have
 FL1065.an estimated accuracy of +/- 6 seconds.
 FL1065
 FL1065.The orthometric height was determined by differential leveling
 FL1065.and adjusted by the National Geodetic Survey in June 1991..
 FL1065
 FL1065.The geoid height was determined by GEOID03.
 FL1065
 FL1065.The dynamic height is computed by dividing the NAVD 88
 FL1065.geopotential number by the normal gravity value computed on the
 FL1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1065.degrees latitude (g = 980.6199 gals.).
 FL1065
 FL1065.The modeled gravity was interpolated from observed gravity values.
 FL1065
 FL1065;                    North         East    Units  Estimated Accuracy
 FL1065;SPC TX N     - 1,135,120.      179,590.      MT  (+/- 180 meters Scaled)
 FL1065
 FL1065                          SUPERSEDED SURVEY CONTROL
 FL1065
 FL1065  NGVD 29 (??/??/92) 1096.470  (m)         3597.34   (f) ADJ UNCH    1 2
 FL1065
 FL1065.Superseded values are not recommended for survey control.
 FL1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1065.See file dsdata.txt to determine how the superseded data were derived.
 FL1065
 FL1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE520005(NAD 83)
 FL1065_MARKER: DB = BENCH MARK DISK
 FL1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1065_STAMPING: L 361 1943
 FL1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1065+STABILITY: SURFACE MOTION
 FL1065
 FL1065  HISTORY     - Date     Condition        Report By
 FL1065  HISTORY     - 1943     MONUMENTED       CGS
 FL1065  HISTORY     - 1957     GOOD             NGS
 FL1065  HISTORY     - 1969     GOOD             NGS
 FL1065  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1065
 FL1065                          STATION DESCRIPTION
 FL1065
 FL1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FL1065'5.0 MI E FROM AMARILLO.
 FL1065'ABOUT 5.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FL1065'RAILROAD FROM AMARILLO, 10 POLES WEST OF MILE POST 754, 80 FEET SOUTH
 FL1065'OF THE SOUTH RAIL 3 FEET EAST OF A SECTION LINE FENCE CORNER AND IN
 FL1065'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS RAILROAD
 FL1065'IS TO BE RELOCATED BY AIRPORT CONSTRUCTION BUT IT DOES NOT APPEAR THAT
 FL1065'THE MARK WILL BE DISTURBED.
 FL1065
 FL1065                          STATION RECOVERY (1969)
 FL1065
 FL1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 FL1065'RECOVERED IN GOOD CONDITION.
 FL1065
 FL1065                          STATION RECOVERY (1984)
 FL1065
 FL1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0487 ***********************************************************************
 EN0487  DESIGNATION -  L 362
 EN0487  PID         -  EN0487
 EN0487  STATE/COUNTY-  TX/ARMSTRONG
 EN0487  USGS QUAD   -  WAYSIDE (1984)
 EN0487
 EN0487                         *CURRENT SURVEY CONTROL
 EN0487  ___________________________________________________________________
 EN0487* NAD 83(1986)-  34 51 11.     (N)    101 32 46.     (W)     SCALED    
 EN0487* NAVD 88     -       794.846  (meters)    2607.76   (feet)  ADJUSTED  
 EN0487  ___________________________________________________________________
 EN0487  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EN0487  DYNAMIC HT  -         793.881 (meters)    2604.59  (feet)  COMP
 EN0487  MODELED GRAV-     979,395.7   (mgal)                       NAVD 88
 EN0487
 EN0487  VERT ORDER  -  SECOND    CLASS 0
 EN0487
 EN0487.The horizontal coordinates were scaled from a topographic map and have
 EN0487.an estimated accuracy of +/- 6 seconds.
 EN0487
 EN0487.The orthometric height was determined by differential leveling
 EN0487.and adjusted by the National Geodetic Survey in June 1991..
 EN0487
 EN0487.The geoid height was determined by GEOID03.
 EN0487
 EN0487.The dynamic height is computed by dividing the NAVD 88
 EN0487.geopotential number by the normal gravity value computed on the
 EN0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0487.degrees latitude (g = 980.6199 gals.).
 EN0487
 EN0487.The modeled gravity was interpolated from observed gravity values.
 EN0487
 EN0487;                    North         East    Units  Estimated Accuracy
 EN0487;SPC TX N     - 1,094,640.      195,780.      MT  (+/- 180 meters Scaled)
 EN0487
 EN0487                          SUPERSEDED SURVEY CONTROL
 EN0487
 EN0487  NGVD 29 (??/??/92)  794.387  (m)         2606.25   (f) ADJ UNCH    2 0
 EN0487
 EN0487.Superseded values are not recommended for survey control.
 EN0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0487.See file dsdata.txt to determine how the superseded data were derived.
 EN0487
 EN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD672597(NAD 83)
 EN0487_MARKER: DB = BENCH MARK DISK
 EN0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0487_SP_SET: TREE
 EN0487_STAMPING: L 362 1943
 EN0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0487
 EN0487  HISTORY     - Date     Condition        Report By
 EN0487  HISTORY     - 1943     MONUMENTED       CGS
 EN0487  HISTORY     - 1954     GOOD             USGS
 EN0487  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0487
 EN0487                          STATION DESCRIPTION
 EN0487
 EN0487'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EN0487'29.2 MI SE FROM CANYON.
 EN0487'IN ARMSTRONG COUNTY, 20.0 MILES EAST ALONG PALO DURO DRIVE FROM THE
 EN0487'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 9.2 MILES EAST AND
 EN0487'SOUTHEAST ALONG TRAILS LEADING DOWN PALO DURO CANYON.  AT THE ENTRANCE
 EN0487'TO OLD HOME RANCH CAMP, 80 FEET WEST OF A WAGON ROAD LEADING SOUTH
 EN0487'THROUGH A GATE TO THE HOUSE AND THE CORRAL, 60 FEET SOUTH OF THE SOUTH
 EN0487'BANK OF THE CREEK, IN THE NORTH FACE OF THE TRUNK OF A 20-INCH
 EN0487'COTTONWOOD TREE, AND ABOUT 2-1/2 FEET ABOVE THE GROUND.  A STANDARD
 EN0487'DISK, STAMPED L 362 1943 AND SET VERTICALLY.
 EN0487
 EN0487                          STATION RECOVERY (1980)
 EN0487
 EN0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0419 ***********************************************************************
 FL0419  DESIGNATION -  L 363
 FL0419  PID         -  FL0419
 FL0419  STATE/COUNTY-  TX/GRAY
 FL0419  USGS QUAD   -  ALANREED (1976)
 FL0419
 FL0419                         *CURRENT SURVEY CONTROL
 FL0419  ___________________________________________________________________
 FL0419* NAD 83(1986)-  35 14 55.     (N)    100 42 58.     (W)     SCALED    
 FL0419* NAVD 88     -       876.636  (meters)    2876.10   (feet)  ADJUSTED  
 FL0419  ___________________________________________________________________
 FL0419  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 FL0419  DYNAMIC HT  -         875.685 (meters)    2872.98  (feet)  COMP
 FL0419  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 FL0419
 FL0419  VERT ORDER  -  SECOND    CLASS 0
 FL0419
 FL0419.The horizontal coordinates were scaled from a topographic map and have
 FL0419.an estimated accuracy of +/- 6 seconds.
 FL0419
 FL0419.The orthometric height was determined by differential leveling
 FL0419.and adjusted by the National Geodetic Survey in June 1991..
 FL0419
 FL0419.The geoid height was determined by GEOID03.
 FL0419
 FL0419.The dynamic height is computed by dividing the NAVD 88
 FL0419.geopotential number by the normal gravity value computed on the
 FL0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0419.degrees latitude (g = 980.6199 gals.).
 FL0419
 FL0419.The modeled gravity was interpolated from observed gravity values.
 FL0419
 FL0419;                    North         East    Units  Estimated Accuracy
 FL0419;SPC TX N     - 1,138,800.      271,340.      MT  (+/- 180 meters Scaled)
 FL0419
 FL0419                          SUPERSEDED SURVEY CONTROL
 FL0419
 FL0419  NGVD 29 (??/??/92)  876.276  (m)         2874.92   (f) ADJ UNCH    2 0
 FL0419
 FL0419.Superseded values are not recommended for survey control.
 FL0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0419.See file dsdata.txt to determine how the superseded data were derived.
 FL0419
 FL0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE438019(NAD 83)
 FL0419_MARKER: DB = BENCH MARK DISK
 FL0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0419_STAMPING: L 363 1943
 FL0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0419+STABILITY: SURFACE MOTION
 FL0419
 FL0419  HISTORY     - Date     Condition        Report By
 FL0419  HISTORY     - 1943     MONUMENTED       CGS
 FL0419
 FL0419                          STATION DESCRIPTION
 FL0419
 FL0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0419'6.4 MI NE FROM ALANREED.
 FL0419'6.4 MILES NORTHEAST OF ALANREED, GRAY COUNTY.  THIS BENCH MARK MAY BE
 FL0419'REACHED FROM THE POST OFFICE BY GOING 2.6 MILES EAST ALONG U.S.
 FL0419'HIGHWAY 66, THENCE 2.0 MILES NORTH, 1.3 MILES WEST, AND 0.5 MILE NORTH
 FL0419'ALONG GRADED ROADS.  IT IS AT THE JUNCTION OF A ROAD LEADING EAST, 28
 FL0419'FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 11 FEET NORTH
 FL0419'OF THE CENTERLINE OF THE SIDE ROAD, 15 FEET EAST OF A MAIL BOX, IN
 FL0419'LINE WITH A ROW OF LOCUST TREES SOUTH OF AN EAST-AND-WEST STRIP OF
 FL0419'SHELTER-BELT TREES, AND 1 FOOT WEST OF A WHITE WOODEN WITNESS POST. A
 FL0419'STANDARD DISK, STAMPED L 363 1943 AND SET IN THE TOP OF A CONCRETE
 FL0419'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0191 ***********************************************************************
 DQ0191  DESIGNATION -  L 365
 DQ0191  PID         -  DQ0191
 DQ0191  STATE/COUNTY-  TX/YOAKUM
 DQ0191  USGS QUAD   -  PLAINS (1971)
 DQ0191
 DQ0191                         *CURRENT SURVEY CONTROL
 DQ0191  ___________________________________________________________________
 DQ0191* NAD 83(1986)-  33 10 55.     (N)    102 50 10.     (W)     SCALED    
 DQ0191* NAVD 88     -      1123.917  (meters)    3687.38   (feet)  ADJUSTED  
 DQ0191  ___________________________________________________________________
 DQ0191  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DQ0191  DYNAMIC HT  -        1122.417 (meters)    3682.46  (feet)  COMP
 DQ0191  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 DQ0191
 DQ0191  VERT ORDER  -  SECOND    CLASS 0
 DQ0191
 DQ0191.The horizontal coordinates were scaled from a topographic map and have
 DQ0191.an estimated accuracy of +/- 6 seconds.
 DQ0191
 DQ0191.The orthometric height was determined by differential leveling
 DQ0191.and adjusted by the National Geodetic Survey in June 1991..
 DQ0191
 DQ0191.The geoid height was determined by GEOID03.
 DQ0191
 DQ0191.The dynamic height is computed by dividing the NAVD 88
 DQ0191.geopotential number by the normal gravity value computed on the
 DQ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0191.degrees latitude (g = 980.6199 gals.).
 DQ0191
 DQ0191.The modeled gravity was interpolated from observed gravity values.
 DQ0191
 DQ0191;                    North         East    Units  Estimated Accuracy
 DQ0191;SPC TXNC     - 2,176,370.      195,780.      MT  (+/- 180 meters Scaled)
 DQ0191
 DQ0191                          SUPERSEDED SURVEY CONTROL
 DQ0191
 DQ0191  NGVD 29 (??/??/92) 1123.498  (m)         3686.01   (f) ADJ UNCH    2 0
 DQ0191
 DQ0191.Superseded values are not recommended for survey control.
 DQ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0191.See file dsdata.txt to determine how the superseded data were derived.
 DQ0191
 DQ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS017735(NAD 83)
 DQ0191_MARKER: DB = BENCH MARK DISK
 DQ0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0191_STAMPING: L 365 1943
 DQ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0191+STABILITY: SURFACE MOTION
 DQ0191
 DQ0191  HISTORY     - Date     Condition        Report By
 DQ0191  HISTORY     - 1943     MONUMENTED       CGS
 DQ0191
 DQ0191                          STATION DESCRIPTION
 DQ0191
 DQ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0191'0.8 MI SSW FROM PLAINS.
 DQ0191'0.8 MILE SOUTH-SOUTHWEST ALONG THE ROAD LEADING TO ALLRED FROM THE
 DQ0191'COURTHOUSE AT PLAINS, YOAKUM COUNTY, AT THE T-JUNCTION OF A ROAD
 DQ0191'LEADING WEST, 45 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 43 FEET
 DQ0191'SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 12 FEET WEST OF A
 DQ0191'FENCE CORNER, 2 FEET NORTH OF AN EAST-AND-WEST FENCE, AND 2 FEET EAST
 DQ0191'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 365 1943
 DQ0191'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 DQ0191'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0139 ***********************************************************************
 DQ0139  DESIGNATION -  L 366
 DQ0139  PID         -  DQ0139
 DQ0139  STATE/COUNTY-  TX/COCHRAN
 DQ0139  USGS QUAD   -  WEST OF SUNDOWN (1965)
 DQ0139
 DQ0139                         *CURRENT SURVEY CONTROL
 DQ0139  ___________________________________________________________________
 DQ0139* NAD 83(1986)-  33 24 32.     (N)    102 36 18.     (W)     SCALED    
 DQ0139* NAVD 88     -      1099.813  (meters)    3608.30   (feet)  ADJUSTED  
 DQ0139  ___________________________________________________________________
 DQ0139  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 DQ0139  DYNAMIC HT  -        1098.372 (meters)    3603.58  (feet)  COMP
 DQ0139  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 DQ0139
 DQ0139  VERT ORDER  -  SECOND    CLASS 0
 DQ0139
 DQ0139.The horizontal coordinates were scaled from a topographic map and have
 DQ0139.an estimated accuracy of +/- 6 seconds.
 DQ0139
 DQ0139.The orthometric height was determined by differential leveling
 DQ0139.and adjusted by the National Geodetic Survey in June 1991..
 DQ0139
 DQ0139.The geoid height was determined by GEOID03.
 DQ0139
 DQ0139.The dynamic height is computed by dividing the NAVD 88
 DQ0139.geopotential number by the normal gravity value computed on the
 DQ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0139.degrees latitude (g = 980.6199 gals.).
 DQ0139
 DQ0139.The modeled gravity was interpolated from observed gravity values.
 DQ0139
 DQ0139;                    North         East    Units  Estimated Accuracy
 DQ0139;SPC TXNC     - 2,200,660.      218,290.      MT  (+/- 180 meters Scaled)
 DQ0139
 DQ0139                          SUPERSEDED SURVEY CONTROL
 DQ0139
 DQ0139  NGVD 29 (??/??/92) 1099.421  (m)         3607.02   (f) ADJ UNCH    2 0
 DQ0139
 DQ0139.Superseded values are not recommended for survey control.
 DQ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0139.See file dsdata.txt to determine how the superseded data were derived.
 DQ0139
 DQ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS227991(NAD 83)
 DQ0139_MARKER: DB = BENCH MARK DISK
 DQ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0139_STAMPING: L 366 1943
 DQ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0139+STABILITY: SURFACE MOTION
 DQ0139
 DQ0139  HISTORY     - Date     Condition        Report By
 DQ0139  HISTORY     - 1943     MONUMENTED       CGS
 DQ0139
 DQ0139                          STATION DESCRIPTION
 DQ0139
 DQ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0139'13.75 MI S FROM WHITEFACE.
 DQ0139'THIS MARK IS ABOUT 13.75 MILES SOUTH ALONG THE ROAD TO TOKIO FROM THE
 DQ0139'RAILWAY STATION AT WHITEFACE, COCHRAN COUNTY, SET ON A STRETCH OF ROAD
 DQ0139'RUNNING EAST-WEST, AT A POINT WHERE A FENCE RUNNING NORTH-SOUTH
 DQ0139'INTERSECTS THE FENCE RUNNING PARALLEL WITH THE ROAD, 0.35 MILE EAST OF
 DQ0139'A WHITE BUNGALOW, 2.0 FEET NORTH OF THE FENCE PARALLEL WITH THE ROAD,
 DQ0139'27.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 DQ0139'5-INCHES ABOVE THE GROUND, 2.0 FEET WEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0200 ***********************************************************************
 DQ0200  DESIGNATION -  L 367
 DQ0200  PID         -  DQ0200
 DQ0200  STATE/COUNTY-  TX/COCHRAN
 DQ0200  USGS QUAD   -  MORTON (1971)
 DQ0200
 DQ0200                         *CURRENT SURVEY CONTROL
 DQ0200  ___________________________________________________________________
 DQ0200* NAD 83(1986)-  33 43 26.     (N)    102 45 32.     (W)     SCALED    
 DQ0200* NAVD 88     -      1146.637  (meters)    3761.92   (feet)  POSTED    
 DQ0200  ___________________________________________________________________
 DQ0200  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 DQ0200  DYNAMIC HT  -        1145.130 (meters)    3756.98  (feet)  COMP
 DQ0200  MODELED GRAV-     979,285.5   (mgal)                       NAVD 88
 DQ0200
 DQ0200  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DQ0200
 DQ0200.The horizontal coordinates were scaled from a topographic map and have
 DQ0200.an estimated accuracy of +/- 6 seconds.
 DQ0200
 DQ0200.The orthometric height was determined by differential leveling
 DQ0200.and adjusted by the National Geodetic Survey in 1992..
 DQ0200.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DQ0200.rate of 2.1 thru 3.0 mm/km.
 DQ0200
 DQ0200.The geoid height was determined by GEOID03.
 DQ0200
 DQ0200.The dynamic height is computed by dividing the NAVD 88
 DQ0200.geopotential number by the normal gravity value computed on the
 DQ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0200.degrees latitude (g = 980.6199 gals.).
 DQ0200
 DQ0200.The modeled gravity was interpolated from observed gravity values.
 DQ0200
 DQ0200;                    North         East    Units  Estimated Accuracy
 DQ0200;SPC TXNC     - 2,236,130.      205,410.      MT  (+/- 180 meters Scaled)
 DQ0200
 DQ0200                          SUPERSEDED SURVEY CONTROL
 DQ0200
 DQ0200  NGVD 29 (??/??/92) 1146.196  (m)         3760.48   (f) ADJ UNCH    2 0
 DQ0200
 DQ0200.Superseded values are not recommended for survey control.
 DQ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0200.See file dsdata.txt to determine how the superseded data were derived.
 DQ0200
 DQ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT076337(NAD 83)
 DQ0200_MARKER: DB = BENCH MARK DISK
 DQ0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ0200_SP_SET: BUILDING
 DQ0200_STAMPING: L 367 1943
 DQ0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0200
 DQ0200  HISTORY     - Date     Condition        Report By
 DQ0200  HISTORY     - 1943     MONUMENTED       CGS
 DQ0200
 DQ0200                          STATION DESCRIPTION
 DQ0200
 DQ0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0200'IN MORTON.
 DQ0200'AT MORTON, 0.1 MI. S. ALONG STATE HIGHWAY 214 FROM THE COURT HOUSE,
 DQ0200'SET VERTICALLY IN THE N.W. CORNER OF TE FIRST BAPTIST CHURCH, 1 FOOT
 DQ0200'S. OF THE N. CORNER, 49 FEET E. OF THE CENTERLINE OF THE HIGHWAY,
 DQ0200'ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0163 ***********************************************************************
 EO0163  DESIGNATION -  L 368
 EO0163  PID         -  EO0163
 EO0163  STATE/COUNTY-  TX/BAILEY
 EO0163  USGS QUAD   -  NEEDMORE (1962)
 EO0163
 EO0163                         *CURRENT SURVEY CONTROL
 EO0163  ___________________________________________________________________
 EO0163* NAD 83(1986)-  34 04 47.     (N)    102 44 12.     (W)     SCALED    
 EO0163* NAVD 88     -      1193.040  (meters)    3914.17   (feet)  POSTED    
 EO0163  ___________________________________________________________________
 EO0163  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 EO0163  DYNAMIC HT  -        1191.490 (meters)    3909.08  (feet)  COMP
 EO0163  MODELED GRAV-     979,293.1   (mgal)                       NAVD 88
 EO0163
 EO0163  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EO0163
 EO0163.The horizontal coordinates were scaled from a topographic map and have
 EO0163.an estimated accuracy of +/- 6 seconds.
 EO0163
 EO0163.The orthometric height was determined by differential leveling
 EO0163.and adjusted by the National Geodetic Survey in 1992..
 EO0163.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EO0163.rate of 2.1 thru 3.0 mm/km.
 EO0163
 EO0163.The geoid height was determined by GEOID03.
 EO0163
 EO0163.The dynamic height is computed by dividing the NAVD 88
 EO0163.geopotential number by the normal gravity value computed on the
 EO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0163.degrees latitude (g = 980.6199 gals.).
 EO0163
 EO0163.The modeled gravity was interpolated from observed gravity values.
 EO0163
 EO0163;                    North         East    Units  Estimated Accuracy
 EO0163;SPC TXNC     - 2,275,480.      209,060.      MT  (+/- 180 meters Scaled)
 EO0163
 EO0163                          SUPERSEDED SURVEY CONTROL
 EO0163
 EO0163  NGVD 29 (??/??/92) 1192.507  (m)         3912.42   (f) ADJ UNCH    2 0
 EO0163
 EO0163.Superseded values are not recommended for survey control.
 EO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0163.See file dsdata.txt to determine how the superseded data were derived.
 EO0163
 EO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT088733(NAD 83)
 EO0163_MARKER: DB = BENCH MARK DISK
 EO0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0163_STAMPING: L 368 1943
 EO0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0163+STABILITY: SURFACE MOTION
 EO0163
 EO0163  HISTORY     - Date     Condition        Report By
 EO0163  HISTORY     - 1943     MONUMENTED       CGS
 EO0163  HISTORY     - 1962     MARK NOT FOUND   NGS
 EO0163
 EO0163                          STATION DESCRIPTION
 EO0163
 EO0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EO0163'3.4 MI N FROM NEEDMORE.
 EO0163'THIS MARK IS ABOUT 3.4 MI. N. ALONG STATE HIGHWAY 214 FROM NEEDMORE,
 EO0163'BAILEY COUNTY, 0.4 MI. S. OF A BUNGALOW E. OF THE HIGHWAY, 4 FEET W.
 EO0163'OF A POWER POLE, 48 FEET E. OF THE CENTERLINE OF THE HIGHWAY,
 EO0163'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND, 2 FEET N.W. OF A WHITE
 EO0163'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0069 ***********************************************************************
 GL0069  DESIGNATION -  L 369
 GL0069  PID         -  GL0069
 GL0069  STATE/COUNTY-  TX/HARTLEY
 GL0069  USGS QUAD   -  WILCO (1965)
 GL0069
 GL0069                         *CURRENT SURVEY CONTROL
 GL0069  ___________________________________________________________________
 GL0069* NAD 83(1986)-  36 01 33.     (N)    102 15 13.     (W)     SCALED    
 GL0069* NAVD 88     -      1172.678  (meters)    3847.36   (feet)  ADJUSTED  
 GL0069  ___________________________________________________________________
 GL0069  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 GL0069  DYNAMIC HT  -        1171.324 (meters)    3842.92  (feet)  COMP
 GL0069  MODELED GRAV-     979,438.2   (mgal)                       NAVD 88
 GL0069
 GL0069  VERT ORDER  -  SECOND    CLASS 0
 GL0069
 GL0069.The horizontal coordinates were scaled from a topographic map and have
 GL0069.an estimated accuracy of +/- 6 seconds.
 GL0069
 GL0069.The orthometric height was determined by differential leveling
 GL0069.and adjusted by the National Geodetic Survey in June 1991..
 GL0069
 GL0069.The geoid height was determined by GEOID03.
 GL0069
 GL0069.The dynamic height is computed by dividing the NAVD 88
 GL0069.geopotential number by the normal gravity value computed on the
 GL0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0069.degrees latitude (g = 980.6199 gals.).
 GL0069
 GL0069.The modeled gravity was interpolated from observed gravity values.
 GL0069
 GL0069;                    North         East    Units  Estimated Accuracy
 GL0069;SPC TX N     - 1,225,000.      132,080.      MT  (+/- 180 meters Scaled)
 GL0069
 GL0069                          SUPERSEDED SURVEY CONTROL
 GL0069
 GL0069  NGVD 29 (??/??/92) 1172.12   (m)         3845.5    (f) COMPUTED    2 0
 GL0069
 GL0069.Superseded values are not recommended for survey control.
 GL0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0069.See file dsdata.txt to determine how the superseded data were derived.
 GL0069
 GL0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV474903(NAD 83)
 GL0069_MARKER: DB = BENCH MARK DISK
 GL0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0069_STAMPING: L 369 1943
 GL0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0069+STABILITY: SURFACE MOTION
 GL0069
 GL0069  HISTORY     - Date     Condition        Report By
 GL0069  HISTORY     - 1943     MONUMENTED       CGS
 GL0069  HISTORY     - 1965     MARK NOT FOUND   USGS
 GL0069
 GL0069                          STATION DESCRIPTION
 GL0069
 GL0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GL0069'16.6 MI E FROM DALHART.
 GL0069'16.6 MILES EAST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0069'DALHART.  SET BY MILE POST NUMBER 44.  37.3 FEET SOUTH OF THE SOUTH
 GL0069'RAIL OF THE TRACK, 7.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 4.0 FEET
 GL0069'EAST OF THE MILE POST, 4.0 FEET NORTH OF THE REFERENCE POST.  NOTE--
 GL0069'MILEPOSTS AND ALL TELEPHONE POLES HAVE BEEN REMOVED.  RIGHT-OF-WAY IS
 GL0069'COVERED WITH DRIFTED SAND.
 GL0069
 GL0069                          STATION RECOVERY (1965)
 GL0069
 GL0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GL0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0180 ***********************************************************************
 AO0180  DESIGNATION -  L 37
 AO0180  PID         -  AO0180
 AO0180  STATE/COUNTY-  TX/FRIO
 AO0180  USGS QUAD   -  PEARSALL SOUTH (1982)
 AO0180
 AO0180                         *CURRENT SURVEY CONTROL
 AO0180  ___________________________________________________________________
 AO0180* NAD 83(1986)-  28 52 30.     (N)    099 06 05.     (W)     SCALED    
 AO0180* NAVD 88     -       178.941  (meters)     587.08   (feet)  ADJUSTED  
 AO0180  ___________________________________________________________________
 AO0180  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 AO0180  DYNAMIC HT  -         178.679 (meters)     586.22  (feet)  COMP
 AO0180  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 AO0180
 AO0180  VERT ORDER  -  FIRST     CLASS II
 AO0180
 AO0180.The horizontal coordinates were scaled from a topographic map and have
 AO0180.an estimated accuracy of +/- 6 seconds.
 AO0180
 AO0180.The orthometric height was determined by differential leveling
 AO0180.and adjusted by the National Geodetic Survey in June 1991..
 AO0180
 AO0180.The geoid height was determined by GEOID03.
 AO0180
 AO0180.The dynamic height is computed by dividing the NAVD 88
 AO0180.geopotential number by the normal gravity value computed on the
 AO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0180.degrees latitude (g = 980.6199 gals.).
 AO0180
 AO0180.The modeled gravity was interpolated from observed gravity values.
 AO0180
 AO0180;                    North         East    Units  Estimated Accuracy
 AO0180;SPC TXSC     - 4,115,450.      590,110.      MT  (+/- 180 meters Scaled)
 AO0180
 AO0180                          SUPERSEDED SURVEY CONTROL
 AO0180
 AO0180  NGVD 29 (??/??/92)  178.818  (m)          586.67   (f) ADJ UNCH    1 2
 AO0180
 AO0180.Superseded values are not recommended for survey control.
 AO0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0180.See file dsdata.txt to determine how the superseded data were derived.
 AO0180
 AO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS901941(NAD 83)
 AO0180_MARKER: Z = SEE DESCRIPTION
 AO0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0180_SP_SET: STONE POST
 AO0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0180+STABILITY: SURFACE MOTION
 AO0180
 AO0180  HISTORY     - Date     Condition        Report By
 AO0180  HISTORY     - UNK      MONUMENTED       CGS
 AO0180  HISTORY     - 1956     GOOD             NGS
 AO0180  HISTORY     - 19960806 MARK NOT FOUND   USPSQD
 AO0180  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AO0180  HISTORY     - 20030523 MARK NOT FOUND   USPSQD
 AO0180
 AO0180                          STATION DESCRIPTION
 AO0180
 AO0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0180'1.2 MI S FROM PEARSALL.
 AO0180'1.2 MILES SOUTH ALONG THE INTERNATIONAL AND GREAT NORTHERN RAILROAD
 AO0180'FROM THE STATION AT PEARSALL, 10 1/2 RAILS NORTH OF THE CENTER OF AN
 AO0180'OILED ROAD CROSSING, 100 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 AO0180'81, 37 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 67.7 FEET NORTH
 AO0180'OF MILEPOST 314, 1 FOOT WEST OF A WITNESS POST, SURROUNDED BY THE
 AO0180'LETTERS USBM, IN THE TOP OF A STONE POST WHICH PROJECTS 0.6 FOOT ABOVE
 AO0180'THE GROUND.
 AO0180
 AO0180                          STATION RECOVERY (1996)
 AO0180
 AO0180'RECOVERY NOTE BY US POWER SQUADRON 1996
 AO0180'MARK NOT FOUND.
 AO0180
 AO0180                          STATION RECOVERY (1998)
 AO0180
 AO0180'RECOVERY NOTE BY US POWER SQUADRON 1998
 AO0180'MARK NOT FOUND.
 AO0180
 AO0180                          STATION RECOVERY (2003)
 AO0180
 AO0180'RECOVERY NOTE BY US POWER SQUADRON 2003
 AO0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0073 ***********************************************************************
 FM0073  DESIGNATION -  L 370
 FM0073  PID         -  FM0073
 FM0073  STATE/COUNTY-  TX/HARTLEY
 FM0073  USGS QUAD   -  HARTLEY (1973)
 FM0073
 FM0073                         *CURRENT SURVEY CONTROL
 FM0073  ___________________________________________________________________
 FM0073* NAD 83(1986)-  35 59 35.     (N)    102 23 17.     (W)     SCALED    
 FM0073* NAVD 88     -      1195.965  (meters)    3923.76   (feet)  ADJUSTED  
 FM0073  ___________________________________________________________________
 FM0073  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 FM0073  DYNAMIC HT  -        1194.571 (meters)    3919.19  (feet)  COMP
 FM0073  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 FM0073
 FM0073  VERT ORDER  -  SECOND    CLASS 0
 FM0073
 FM0073.The horizontal coordinates were scaled from a topographic map and have
 FM0073.an estimated accuracy of +/- 6 seconds.
 FM0073
 FM0073.The orthometric height was determined by differential leveling
 FM0073.and adjusted by the National Geodetic Survey in June 1991..
 FM0073
 FM0073.The geoid height was determined by GEOID03.
 FM0073
 FM0073.The dynamic height is computed by dividing the NAVD 88
 FM0073.geopotential number by the normal gravity value computed on the
 FM0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0073.degrees latitude (g = 980.6199 gals.).
 FM0073
 FM0073.The modeled gravity was interpolated from observed gravity values.
 FM0073
 FM0073;                    North         East    Units  Estimated Accuracy
 FM0073;SPC TX N     - 1,221,470.      119,930.      MT  (+/- 180 meters Scaled)
 FM0073
 FM0073                          SUPERSEDED SURVEY CONTROL
 FM0073
 FM0073  NGVD 29 (??/??/92) 1195.396  (m)         3921.89   (f) ADJ UNCH    2 0
 FM0073
 FM0073.Superseded values are not recommended for survey control.
 FM0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0073.See file dsdata.txt to determine how the superseded data were derived.
 FM0073
 FM0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV354863(NAD 83)
 FM0073_MARKER: DB = BENCH MARK DISK
 FM0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0073_STAMPING: L 370 1943
 FM0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0073+STABILITY: SURFACE MOTION
 FM0073
 FM0073  HISTORY     - Date     Condition        Report By
 FM0073  HISTORY     - 1943     MONUMENTED       CGS
 FM0073  HISTORY     - 1952     GOOD             NGS
 FM0073
 FM0073                          STATION DESCRIPTION
 FM0073
 FM0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FM0073'8.4 MI N FROM HARTLEY.
 FM0073'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 FM0073'HARTLEY, THENCE 6.2 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 1.0
 FM0073'MILE EAST ALONG A GRADED DIRT ROAD, 42 FEET SOUTH OF THE CENTER LINE
 FM0073'OF AN EAST AND WEST ROAD, 26 FEET EAST OF A TELEPHONE POLE, 11 FEET
 FM0073'SOUTH OF A FENCE, 11 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 FM0073'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0119 ***********************************************************************
 FM0119  DESIGNATION -  L 371
 FM0119  PID         -  FM0119
 FM0119  STATE/COUNTY-  TX/MOORE
 FM0119  USGS QUAD   -  STALLWITZ LAKE (1963)
 FM0119
 FM0119                         *CURRENT SURVEY CONTROL
 FM0119  ___________________________________________________________________
 FM0119* NAD 83(1986)-  35 51 57.     (N)    102 03 07.     (W)     SCALED    
 FM0119* NAVD 88     -      1137.587  (meters)    3732.23   (feet)  POSTED    
 FM0119  ___________________________________________________________________
 FM0119  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 FM0119  DYNAMIC HT  -        1136.260 (meters)    3727.88  (feet)  COMP
 FM0119  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 FM0119
 FM0119  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FM0119
 FM0119.The horizontal coordinates were scaled from a topographic map and have
 FM0119.an estimated accuracy of +/- 6 seconds.
 FM0119
 FM0119.The orthometric height was determined by differential leveling
 FM0119.and adjusted by the National Geodetic Survey in 1992..
 FM0119.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FM0119.rate of 4.1 thru 8.0 mm/km.
 FM0119
 FM0119.The geoid height was determined by GEOID03.
 FM0119
 FM0119.The dynamic height is computed by dividing the NAVD 88
 FM0119.geopotential number by the normal gravity value computed on the
 FM0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0119.degrees latitude (g = 980.6199 gals.).
 FM0119
 FM0119.The modeled gravity was interpolated from observed gravity values.
 FM0119
 FM0119;                    North         East    Units  Estimated Accuracy
 FM0119;SPC TX N     - 1,207,130.      150,150.      MT  (+/- 180 meters Scaled)
 FM0119
 FM0119                          SUPERSEDED SURVEY CONTROL
 FM0119
 FM0119  NGVD 29 (??/??/92) 1137.022  (m)         3730.38   (f) ADJ UNCH    2 0
 FM0119
 FM0119.Superseded values are not recommended for survey control.
 FM0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0119.See file dsdata.txt to determine how the superseded data were derived.
 FM0119
 FM0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV661730(NAD 83)
 FM0119_MARKER: DB = BENCH MARK DISK
 FM0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0119_STAMPING: L 371 1943
 FM0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0119+STABILITY: SURFACE MOTION
 FM0119
 FM0119  HISTORY     - Date     Condition        Report By
 FM0119  HISTORY     - 1943     MONUMENTED       CGS
 FM0119  HISTORY     - 1963     MARK NOT FOUND   USGS
 FM0119  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 FM0119
 FM0119                          STATION DESCRIPTION
 FM0119
 FM0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FM0119'4.9 MI W FROM DUMAS.
 FM0119'4.9 MILES WEST ALONG U.S. HIGHWAY NUMBER 87 FROM THE COURTHOUSE AT
 FM0119'DUMAS.  SET AT THE INTERSECTION OF A TRAIL LEADING NORTH ALONG A
 FM0119'SECTION FENCE LINE TO A RANCH HOUSE.  48.5 FEET NORTH OF THE
 FM0119'CENTER-LINE OF THE HIGHWAY, 26 FEET EAST OF THE CENTER-LINE OF THE
 FM0119'TRAIL, 10.6 FEET EAST OF A POLE, 1.4 FEET SOUTH OF THE RIGHT-OF-WAY
 FM0119'FENCE, 2.0 FEET WEST OF THE REFERENCE POST.
 FM0119
 FM0119                          STATION RECOVERY (1963)
 FM0119
 FM0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FM0119'MARK NOT FOUND.
 FM0119
 FM0119                          STATION RECOVERY (2004)
 FM0119
 FM0119'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 FM0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0553 ***********************************************************************
 GK0553  DESIGNATION -  L 372
 GK0553  PID         -  GK0553
 GK0553  STATE/COUNTY-  TX/SHERMAN
 GK0553  USGS QUAD   -  SPURLOCK CHAPEL (1965)
 GK0553
 GK0553                         *CURRENT SURVEY CONTROL
 GK0553  ___________________________________________________________________
 GK0553* NAD 83(1986)-  36 08 24.     (N)    101 58 20.     (W)     SCALED    
 GK0553* NAVD 88     -      1094.263  (meters)    3590.09   (feet)  ADJUSTED  
 GK0553  ___________________________________________________________________
 GK0553  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 GK0553  DYNAMIC HT  -        1093.032 (meters)    3586.06  (feet)  COMP
 GK0553  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 GK0553
 GK0553  VERT ORDER  -  SECOND    CLASS 0
 GK0553
 GK0553.The horizontal coordinates were scaled from a topographic map and have
 GK0553.an estimated accuracy of +/- 6 seconds.
 GK0553
 GK0553.The orthometric height was determined by differential leveling
 GK0553.and adjusted by the National Geodetic Survey in June 1991..
 GK0553
 GK0553.The geoid height was determined by GEOID03.
 GK0553
 GK0553.The dynamic height is computed by dividing the NAVD 88
 GK0553.geopotential number by the normal gravity value computed on the
 GK0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0553.degrees latitude (g = 980.6199 gals.).
 GK0553
 GK0553.The modeled gravity was interpolated from observed gravity values.
 GK0553
 GK0553;                    North         East    Units  Estimated Accuracy
 GK0553;SPC TX N     - 1,237,510.      157,500.      MT  (+/- 180 meters Scaled)
 GK0553
 GK0553                          SUPERSEDED SURVEY CONTROL
 GK0553
 GK0553  NGVD 29 (??/??/92) 1093.752  (m)         3588.42   (f) ADJ UNCH    2 0
 GK0553
 GK0553.Superseded values are not recommended for survey control.
 GK0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0553.See file dsdata.txt to determine how the superseded data were derived.
 GK0553
 GK0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF325035(NAD 83)
 GK0553_MARKER: DB = BENCH MARK DISK
 GK0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0553_STAMPING: L 372 1943
 GK0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0553+STABILITY: SURFACE MOTION
 GK0553
 GK0553  HISTORY     - Date     Condition        Report By
 GK0553  HISTORY     - 1943     MONUMENTED       CGS
 GK0553  HISTORY     - 1952     MARK NOT FOUND   NGS
 GK0553
 GK0553                          STATION DESCRIPTION
 GK0553
 GK0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0553'10.7 MI NE FROM ETTER.
 GK0553'THIS MARK IS ABOUT 7.8 MILLES NORTH ALONG U.S. HIGHWAY 287 AND ABOUT
 GK0553'2.9 MILES EAST ALONG A DIRT ROAD FROM THE POST OFFICE AT ETTER, MOORE
 GK0553'COUNTY, SET AT THE NORTHEAST CORNER OF A FENCE, 2.0 FEET EAST OF A
 GK0553'FENCE RUNNING NORTH-SOUTH, 35.0 FEET SOUTH OF THE CENTER LINE OF THE
 GK0553'ROAD, PROJECTING ABOUT 1-INCH ABOVE THE GROUND, 2.0 FEET NORTH OF A
 GK0553'WHITE REFERENCE POST.
 GK0553
 GK0553                          STATION RECOVERY (1952)
 GK0553
 GK0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GK0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0498 ***********************************************************************
 GK0498  DESIGNATION -  L 373 RESET 1952
 GK0498  PID         -  GK0498
 GK0498  STATE/COUNTY-  TX/SHERMAN
 GK0498  USGS QUAD   -  PLEASURE POND (1974)
 GK0498
 GK0498                         *CURRENT SURVEY CONTROL
 GK0498  ___________________________________________________________________
 GK0498* NAD 83(1986)-  36 12 45.     (N)    101 49 30.     (W)     SCALED    
 GK0498* NAVD 88     -      1070.998  (meters)    3513.77   (feet)  ADJUSTED  
 GK0498  ___________________________________________________________________
 GK0498  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 GK0498  DYNAMIC HT  -        1069.809 (meters)    3509.86  (feet)  COMP
 GK0498  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 GK0498
 GK0498  VERT ORDER  -  SECOND    CLASS 0
 GK0498
 GK0498.The horizontal coordinates were scaled from a topographic map and have
 GK0498.an estimated accuracy of +/- 6 seconds.
 GK0498
 GK0498.The orthometric height was determined by differential leveling
 GK0498.and adjusted by the National Geodetic Survey in June 1991..
 GK0498
 GK0498.The geoid height was determined by GEOID03.
 GK0498
 GK0498.The dynamic height is computed by dividing the NAVD 88
 GK0498.geopotential number by the normal gravity value computed on the
 GK0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0498.degrees latitude (g = 980.6199 gals.).
 GK0498
 GK0498.The modeled gravity was interpolated from observed gravity values.
 GK0498
 GK0498;                    North         East    Units  Estimated Accuracy
 GK0498;SPC TX N     - 1,245,510.      170,780.      MT  (+/- 180 meters Scaled)
 GK0498
 GK0498                          SUPERSEDED SURVEY CONTROL
 GK0498
 GK0498  NGVD 29 (??/??/92) 1070.517  (m)         3512.19   (f) ADJ UNCH    2 0
 GK0498
 GK0498.Superseded values are not recommended for survey control.
 GK0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0498.See file dsdata.txt to determine how the superseded data were derived.
 GK0498
 GK0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF460112(NAD 83)
 GK0498_MARKER: DB = BENCH MARK DISK
 GK0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0498_STAMPING: L 373 1943 RESET 1952
 GK0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0498+STABILITY: SURFACE MOTION
 GK0498
 GK0498  HISTORY     - Date     Condition        Report By
 GK0498  HISTORY     - 1952     MONUMENTED       CGS
 GK0498  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0498
 GK0498                          STATION DESCRIPTION
 GK0498
 GK0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 GK0498'22.2 MI SE FROM STRATFORD.
 GK0498'14.0 MILES EAST ALONG STATE HIGHWAY 289 FROM THE CHICAGO, ROCK ISLAND
 GK0498'AND PACIFIC RAILROAD STATION STRATFORD, THENCE 8.2 MILES SOUTH ALONG
 GK0498'AN OILED ROAD, 0.4 MILE NORTHEAST OF AN OIL WELL, 56 FEET WEST OF THE
 GK0498'CENTER LINE OF THE ROAD, 5 FEET WEST OF A FENCE, 1 FOOT SOUTH OF A
 GK0498'FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GK0498'POST WHICH IS FLUSH WITH THE GROUND.
 GK0498
 GK0498                          STATION RECOVERY (1973)
 GK0498
 GK0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0550 ***********************************************************************
 GK0550  DESIGNATION -  L 374
 GK0550  PID         -  GK0550
 GK0550  STATE/COUNTY-  TX/HANSFORD
 GK0550  USGS QUAD   -  HANNAS DRAW WEST (1974)
 GK0550
 GK0550                         *CURRENT SURVEY CONTROL
 GK0550  ___________________________________________________________________
 GK0550* NAD 83(1986)-  36 08 20.     (N)    101 35 46.     (W)     SCALED    
 GK0550* NAVD 88     -      1021.177  (meters)    3350.31   (feet)  ADJUSTED  
 GK0550  ___________________________________________________________________
 GK0550  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 GK0550  DYNAMIC HT  -        1020.048 (meters)    3346.61  (feet)  COMP
 GK0550  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 GK0550
 GK0550  VERT ORDER  -  SECOND    CLASS 0
 GK0550
 GK0550.The horizontal coordinates were scaled from a topographic map and have
 GK0550.an estimated accuracy of +/- 6 seconds.
 GK0550
 GK0550.The orthometric height was determined by differential leveling
 GK0550.and adjusted by the National Geodetic Survey in June 1991..
 GK0550
 GK0550.The geoid height was determined by GEOID03.
 GK0550
 GK0550.The dynamic height is computed by dividing the NAVD 88
 GK0550.geopotential number by the normal gravity value computed on the
 GK0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0550.degrees latitude (g = 980.6199 gals.).
 GK0550
 GK0550.The modeled gravity was interpolated from observed gravity values.
 GK0550
 GK0550;                    North         East    Units  Estimated Accuracy
 GK0550;SPC TX N     - 1,237,290.      191,350.      MT  (+/- 180 meters Scaled)
 GK0550
 GK0550                          SUPERSEDED SURVEY CONTROL
 GK0550
 GK0550  NGVD 29 (??/??/92) 1020.718  (m)         3348.81   (f) ADJ UNCH    2 0
 GK0550
 GK0550.Superseded values are not recommended for survey control.
 GK0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0550.See file dsdata.txt to determine how the superseded data were derived.
 GK0550
 GK0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF664024(NAD 83)
 GK0550_MARKER: DB = BENCH MARK DISK
 GK0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0550_STAMPING: L 374 1943
 GK0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0550+STABILITY: SURFACE MOTION
 GK0550
 GK0550  HISTORY     - Date     Condition        Report By
 GK0550  HISTORY     - 1943     MONUMENTED       CGS
 GK0550  HISTORY     - 1952     GOOD             NGS
 GK0550
 GK0550                          STATION DESCRIPTION
 GK0550
 GK0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0550'20.85 MI SW FROM GRUVER.
 GK0550'0.35 MILE NORTH ALONG FARM ROAD 278 FROM THE WATER TOWER AT GRUVER,
 GK0550'THENCE 10.75 MILES WEST ALONG FARM ROAD 289, THENCE 4.0 MILES SOUTH
 GK0550'ALONG FARM ROAD 1573, THENCE 5.25 MILES SOUTH ALONG A GRADED DIRT
 GK0550'ROAD, THENCE 0.5 MILE EAST ALONG A GRADED DIRT ROAD, 27 FEET EAST OF
 GK0550'THE CENTER LINE OF A ROAD LEADING SOUTH, 145 FEET SOUTH OF THE CENTER
 GK0550'LINE OF A ROAD LEADING WEST, 175 FEET SOUTH OF A FENCE CORNER, 2.5
 GK0550'FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 GK0550'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0250 ***********************************************************************
 FL0250  DESIGNATION -  L 378
 FL0250  PID         -  FL0250
 FL0250  STATE/COUNTY-  TX/WHEELER
 FL0250  USGS QUAD   -  PAKAN (1976)
 FL0250
 FL0250                         *CURRENT SURVEY CONTROL
 FL0250  ___________________________________________________________________
 FL0250* NAD 83(1986)-  35 19 41.     (N)    100 25 52.     (W)     SCALED    
 FL0250* NAVD 88     -       795.028  (meters)    2608.35   (feet)  ADJUSTED  
 FL0250  ___________________________________________________________________
 FL0250  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL0250  DYNAMIC HT  -         794.196 (meters)    2605.62  (feet)  COMP
 FL0250  MODELED GRAV-     979,559.1   (mgal)                       NAVD 88
 FL0250
 FL0250  VERT ORDER  -  SECOND    CLASS 0
 FL0250
 FL0250.The horizontal coordinates were scaled from a topographic map and have
 FL0250.an estimated accuracy of +/- 6 seconds.
 FL0250
 FL0250.The orthometric height was determined by differential leveling
 FL0250.and adjusted by the National Geodetic Survey in June 1991..
 FL0250
 FL0250.The geoid height was determined by GEOID03.
 FL0250
 FL0250.The dynamic height is computed by dividing the NAVD 88
 FL0250.geopotential number by the normal gravity value computed on the
 FL0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0250.degrees latitude (g = 980.6199 gals.).
 FL0250
 FL0250.The modeled gravity was interpolated from observed gravity values.
 FL0250
 FL0250;                    North         East    Units  Estimated Accuracy
 FL0250;SPC TX N     - 1,147,860.      297,180.      MT  (+/- 180 meters Scaled)
 FL0250
 FL0250                          SUPERSEDED SURVEY CONTROL
 FL0250
 FL0250  NGVD 29 (??/??/92)  794.716  (m)         2607.33   (f) ADJ UNCH    2 0
 FL0250
 FL0250.Superseded values are not recommended for survey control.
 FL0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0250.See file dsdata.txt to determine how the superseded data were derived.
 FL0250
 FL0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE699103(NAD 83)
 FL0250_MARKER: DB = BENCH MARK DISK
 FL0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0250_STAMPING: L 378 1943
 FL0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0250+STABILITY: SURFACE MOTION
 FL0250
 FL0250  HISTORY     - Date     Condition        Report By
 FL0250  HISTORY     - 1943     MONUMENTED       CGS
 FL0250  HISTORY     - 1961     POOR             USGS
 FL0250
 FL0250                          STATION DESCRIPTION
 FL0250
 FL0250'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 FL0250'7.2 MI SW FROM MAGIC CITY.
 FL0250'3.5 MILES WEST ALONG THE FORT WORTH AND DENVER RAILWAY FROM THE
 FL0250'STATION AT MAGIC CITY, WHEELER COUNTY, THENCE 3.7 MILES SOUTH ALONG A
 FL0250'GRADED ROAD.  AT A ROAD INTERSECTION, 23 FEET EAST OF THE CENTERLINE
 FL0250'OF THE NORTH-AND-SOUTH ROAD, 18 FEET NORTH OF THE CENTERLINE OF THE
 FL0250'EAST AND WEST ROAD, 2 FEET EAST OF TWO MAIL BOXES, AND 2 FEET
 FL0250'SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L
 FL0250'378 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FL0250'ABOVE GROUND.  NOTE-- USGS REPORT - BENCH MARK IS BROKEN IN TWO PIECES
 FL0250'AND IS LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0457 ***********************************************************************
 FL0457  DESIGNATION -  L 379
 FL0457  PID         -  FL0457
 FL0457  STATE/COUNTY-  TX/GRAY
 FL0457  USGS QUAD   -  BOWERS CITY (1976)
 FL0457
 FL0457                         *CURRENT SURVEY CONTROL
 FL0457  ___________________________________________________________________
 FL0457* NAD 83(1986)-  35 27 15.     (N)    100 56 10.     (W)     SCALED    
 FL0457* NAVD 88     -       983.723  (meters)    3227.43   (feet)  ADJUSTED  
 FL0457  ___________________________________________________________________
 FL0457  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 FL0457  DYNAMIC HT  -         982.649 (meters)    3223.91  (feet)  COMP
 FL0457  MODELED GRAV-     979,507.6   (mgal)                       NAVD 88
 FL0457
 FL0457  VERT ORDER  -  SECOND    CLASS 0
 FL0457
 FL0457.The horizontal coordinates were scaled from a topographic map and have
 FL0457.an estimated accuracy of +/- 6 seconds.
 FL0457
 FL0457.The orthometric height was determined by differential leveling
 FL0457.and adjusted by the National Geodetic Survey in June 1991..
 FL0457
 FL0457.The geoid height was determined by GEOID03.
 FL0457
 FL0457.The dynamic height is computed by dividing the NAVD 88
 FL0457.geopotential number by the normal gravity value computed on the
 FL0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0457.degrees latitude (g = 980.6199 gals.).
 FL0457
 FL0457.The modeled gravity was interpolated from observed gravity values.
 FL0457
 FL0457;                    North         East    Units  Estimated Accuracy
 FL0457;SPC TX N     - 1,161,470.      251,190.      MT  (+/- 180 meters Scaled)
 FL0457
 FL0457                          SUPERSEDED SURVEY CONTROL
 FL0457
 FL0457  NGVD 29 (??/??/92)  983.32   (m)         3226.1    (f) COMPUTED    2 0
 FL0457
 FL0457.Superseded values are not recommended for survey control.
 FL0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0457.See file dsdata.txt to determine how the superseded data were derived.
 FL0457
 FL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE242251(NAD 83)
 FL0457_MARKER: DB = BENCH MARK DISK
 FL0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0457_STAMPING: L 379 1943
 FL0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0457+STABILITY: SURFACE MOTION
 FL0457
 FL0457  HISTORY     - Date     Condition        Report By
 FL0457  HISTORY     - 1943     MONUMENTED       CGS
 FL0457  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0457
 FL0457                          STATION DESCRIPTION
 FL0457
 FL0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 FL0457'9.1 MI W FROM LEFORS.
 FL0457'9.1 MILES WEST ALONG A GRADED ROAD FROM THE POST OFFICE AT LEFORS,
 FL0457'GRAY COUNTY, 0.8 MILE NORTH OF A CARBON-BLACK PLANT, AT A CATTLEGUARD,
 FL0457'58 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF AN
 FL0457'EAST-AND-WEST FENCE, AND 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 FL0457'POST.  A STANDARD DISK, STAMPED L 379 1943 AND SET IN THE TOP OF A
 FL0457'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- PIPE LINE GOES
 FL0457'THROUGH AREA.
 FL0457
 FL0457                          STATION RECOVERY (1966)
 FL0457
 FL0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0286 ***********************************************************************
 AO0286  DESIGNATION -  L 38
 AO0286  PID         -  AO0286
 AO0286  STATE/COUNTY-  TX/LA SALLE
 AO0286  USGS QUAD   -  ATLEE (1982)
 AO0286
 AO0286                         *CURRENT SURVEY CONTROL
 AO0286  ___________________________________________________________________
 AO0286* NAD 83(1986)-  28 10 37.     (N)    099 18 57.     (W)     SCALED    
 AO0286* NAVD 88     -       160.852  (meters)     527.73   (feet)  POSTED    
 AO0286  ___________________________________________________________________
 AO0286  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AO0286  DYNAMIC HT  -         160.610 (meters)     526.93  (feet)  COMP
 AO0286  MODELED GRAV-     979,115.8   (mgal)                       NAVD 88
 AO0286
 AO0286  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AO0286
 AO0286.The horizontal coordinates were scaled from a topographic map and have
 AO0286.an estimated accuracy of +/- 6 seconds.
 AO0286
 AO0286.The orthometric height was determined by differential leveling
 AO0286.and adjusted by the National Geodetic Survey in 1992..
 AO0286.No vertical observational check was made to the station.
 AO0286.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AO0286.was located on a no-check spur therefore a value was not computed.
 AO0286
 AO0286.The geoid height was determined by GEOID03.
 AO0286
 AO0286.The dynamic height is computed by dividing the NAVD 88
 AO0286.geopotential number by the normal gravity value computed on the
 AO0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0286.degrees latitude (g = 980.6199 gals.).
 AO0286
 AO0286.The modeled gravity was interpolated from observed gravity values.
 AO0286
 AO0286;                    North         East    Units  Estimated Accuracy
 AO0286;SPC TXSC     - 4,038,130.      568,980.      MT  (+/- 180 meters Scaled)
 AO0286
 AO0286                          SUPERSEDED SURVEY CONTROL
 AO0286
 AO0286.No superseded survey control is available for this station.
 AO0286
 AO0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMS689168(NAD 83)
 AO0286_MARKER: Z = SEE DESCRIPTION
 AO0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0286_SP_SET: STONE POST
 AO0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0286+STABILITY: SURFACE MOTION
 AO0286
 AO0286  HISTORY     - Date     Condition        Report By
 AO0286  HISTORY     - UNK      MONUMENTED       CGS
 AO0286  HISTORY     - 1956     MARK NOT FOUND   NGS
 AO0286
 AO0286                          STATION DESCRIPTION
 AO0286
 AO0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AO0286'2.2 MI N FROM ATLEE.
 AO0286'2.2 MILES NORTH ALONG THE INTERNATIONAL-GREAT NORTHERN RAILROAD FROM
 AO0286'ATLEE, LA SALLE COUNTY, MIDWAY BETWEEN THE SECOND AND THIRD POLES
 AO0286'NORTH OF MILEPOST 364, AND 40 FEET EAST OF THE TRACK.  THE BOTTOM OF A
 AO0286'SQUARE HOLE, FLANKED BY THE LETTERS USBM IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0424 ***********************************************************************
 GK0424  DESIGNATION -  L 380
 GK0424  PID         -  GK0424
 GK0424  STATE/COUNTY-  TX/HANSFORD
 GK0424  USGS QUAD   -  MORSE (1974)
 GK0424
 GK0424                         *CURRENT SURVEY CONTROL
 GK0424  ___________________________________________________________________
 GK0424* NAD 83(1986)-  36 02 15.     (N)    101 29 52.     (W)     SCALED    
 GK0424* NAVD 88     -       993.253  (meters)    3258.70   (feet)  ADJUSTED  
 GK0424  ___________________________________________________________________
 GK0424  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 GK0424  DYNAMIC HT  -         992.155 (meters)    3255.10  (feet)  COMP
 GK0424  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 GK0424
 GK0424  VERT ORDER  -  SECOND    CLASS 0
 GK0424
 GK0424.The horizontal coordinates were scaled from a topographic map and have
 GK0424.an estimated accuracy of +/- 6 seconds.
 GK0424
 GK0424.The orthometric height was determined by differential leveling
 GK0424.and adjusted by the National Geodetic Survey in June 1991..
 GK0424
 GK0424.The geoid height was determined by GEOID03.
 GK0424
 GK0424.The dynamic height is computed by dividing the NAVD 88
 GK0424.geopotential number by the normal gravity value computed on the
 GK0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0424.degrees latitude (g = 980.6199 gals.).
 GK0424
 GK0424.The modeled gravity was interpolated from observed gravity values.
 GK0424
 GK0424;                    North         East    Units  Estimated Accuracy
 GK0424;SPC TX N     - 1,226,040.      200,200.      MT  (+/- 180 meters Scaled)
 GK0424
 GK0424                          SUPERSEDED SURVEY CONTROL
 GK0424
 GK0424  NGVD 29 (??/??/92)  992.789  (m)         3257.18   (f) ADJ UNCH    2 0
 GK0424
 GK0424.Superseded values are not recommended for survey control.
 GK0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0424.See file dsdata.txt to determine how the superseded data were derived.
 GK0424
 GK0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE749909(NAD 83)
 GK0424_MARKER: DB = BENCH MARK DISK
 GK0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0424_STAMPING: L 380 1943
 GK0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0424+STABILITY: SURFACE MOTION
 GK0424
 GK0424  HISTORY     - Date     Condition        Report By
 GK0424  HISTORY     - 1943     MONUMENTED       CGS
 GK0424
 GK0424                          STATION DESCRIPTION
 GK0424
 GK0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 GK0424'1.5 MI W FROM MORSE.
 GK0424'THIS MARK IS ABOUT 1.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 GK0424'GULF RAILWAY FROM THE RAILROAD JUNCTION AT MORSE, HANSFORD COUNTY,
 GK0424'ABOUT 1 1/2 POLES EAST OF MILEPOST 1-20, 4.0 FEET NORTH OF A EAST-WEST
 GK0424'FENCE, AND ALSO AT THE NORTH END OF A NORTH SOUTH FENCE LINE WHICH
 GK0424'INTERSECTS THE EAST-WEST FENCE, 45.0 FEET SOUTH OF THE SOUTH RAIL,
 GK0424'PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET NORTHEAST OF A
 GK0424'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0340 ***********************************************************************
 CA0340  DESIGNATION -  L 381
 CA0340  PID         -  CA0340
 CA0340  STATE/COUNTY-  TX/BROWN
 CA0340  USGS QUAD   -  BROWNWOOD (1996)
 CA0340
 CA0340                         *CURRENT SURVEY CONTROL
 CA0340  ___________________________________________________________________
 CA0340* NAD 83(1986)-  31 44 17.     (N)    098 59 38.     (W)     SCALED    
 CA0340* NAVD 88     -       413.856  (meters)    1357.79   (feet)  ADJUSTED  
 CA0340  ___________________________________________________________________
 CA0340  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CA0340  DYNAMIC HT  -         413.317 (meters)    1356.02  (feet)  COMP
 CA0340  MODELED GRAV-     979,323.3   (mgal)                       NAVD 88
 CA0340
 CA0340  VERT ORDER  -  SECOND    CLASS 0
 CA0340
 CA0340.The horizontal coordinates were scaled from a topographic map and have
 CA0340.an estimated accuracy of +/- 6 seconds.
 CA0340
 CA0340.The orthometric height was determined by differential leveling
 CA0340.and adjusted by the National Geodetic Survey in June 1991..
 CA0340
 CA0340.The geoid height was determined by GEOID03.
 CA0340
 CA0340.The dynamic height is computed by dividing the NAVD 88
 CA0340.geopotential number by the normal gravity value computed on the
 CA0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0340.degrees latitude (g = 980.6199 gals.).
 CA0340
 CA0340.The modeled gravity was interpolated from observed gravity values.
 CA0340
 CA0340;                    North         East    Units  Estimated Accuracy
 CA0340;SPC TX C     - 3,230,400.      826,920.      MT  (+/- 180 meters Scaled)
 CA0340
 CA0340                          SUPERSEDED SURVEY CONTROL
 CA0340
 CA0340  NGVD 29 (??/??/92)  413.775  (m)         1357.53   (f) ADJ UNCH    2 0
 CA0340
 CA0340.Superseded values are not recommended for survey control.
 CA0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0340.See file dsdata.txt to determine how the superseded data were derived.
 CA0340
 CA0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA005114(NAD 83)
 CA0340_MARKER: DB = BENCH MARK DISK
 CA0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0340_SP_SET: FOUNDATION
 CA0340_STAMPING: L 381 1943
 CA0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0340
 CA0340  HISTORY     - Date     Condition        Report By
 CA0340  HISTORY     - 1943     MONUMENTED       CGS
 CA0340  HISTORY     - 1982     GOOD             NGS
 CA0340
 CA0340                          STATION DESCRIPTION
 CA0340
 CA0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0340'0.7 MI NW FROM BROWNWOOD.
 CA0340'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 279 FROM THE JUNCTION OF 279
 CA0340'AND U. S. HIGHWAYS 67 AND 84, THENCE 0.1 MILE NORTHEAST ALONG WALNUT
 CA0340'STREET, AT THE CITY WATER TANK.  A DISK, SET IN THE TOP OF THE EAST
 CA0340'CORNER OF THE CONCRETE BASE OF THE SOUTHEAST CORNER OF THE TOWER, 76
 CA0340'FEET NORTHWEST OF THE CENTER LINE OF WALNUT STREET, AND 65 FEET
 CA0340'SOUTHWEST OF THE CENTER LINE OF MAIN BLVD.
 CA0340
 CA0340                          STATION RECOVERY (1982)
 CA0340
 CA0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0340'IN BROWNWOOD, IN TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF
 CA0340'THE EAST LEG. OF THE CITY WATER TANK AT THE INTERSECTION OF WALNUT
 CA0340'STREET AND MAIN BOULVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0452 ***********************************************************************
 CA0452  DESIGNATION -  L 382
 CA0452  PID         -  CA0452
 CA0452  STATE/COUNTY-  TX/BROWN
 CA0452  USGS QUAD   -  THRIFTY (1977)
 CA0452
 CA0452                         *CURRENT SURVEY CONTROL
 CA0452  ___________________________________________________________________
 CA0452* NAD 83(1986)-  31 51 08.     (N)    099 10 08.     (W)     SCALED    
 CA0452* NAVD 88     -       449.002  (meters)    1473.10   (feet)  ADJUSTED  
 CA0452  ___________________________________________________________________
 CA0452  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CA0452  DYNAMIC HT  -         448.416 (meters)    1471.18  (feet)  COMP
 CA0452  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 CA0452
 CA0452  VERT ORDER  -  SECOND    CLASS 0
 CA0452
 CA0452.The horizontal coordinates were scaled from a topographic map and have
 CA0452.an estimated accuracy of +/- 6 seconds.
 CA0452
 CA0452.The orthometric height was determined by differential leveling
 CA0452.and adjusted by the National Geodetic Survey in June 1991..
 CA0452
 CA0452.The geoid height was determined by GEOID03.
 CA0452
 CA0452.The dynamic height is computed by dividing the NAVD 88
 CA0452.geopotential number by the normal gravity value computed on the
 CA0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0452.degrees latitude (g = 980.6199 gals.).
 CA0452
 CA0452.The modeled gravity was interpolated from observed gravity values.
 CA0452
 CA0452;                    North         East    Units  Estimated Accuracy
 CA0452;SPC TX C     - 3,242,870.      810,210.      MT  (+/- 180 meters Scaled)
 CA0452
 CA0452                          SUPERSEDED SURVEY CONTROL
 CA0452
 CA0452  NGVD 29 (??/??/92)  448.895  (m)         1472.75   (f) ADJ UNCH    2 0
 CA0452
 CA0452.Superseded values are not recommended for survey control.
 CA0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0452.See file dsdata.txt to determine how the superseded data were derived.
 CA0452
 CA0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA840240(NAD 83)
 CA0452_MARKER: DB = BENCH MARK DISK
 CA0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CA0452_SP_SET: BRIDGE
 CA0452_STAMPING: L 382 1943
 CA0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CA0452
 CA0452  HISTORY     - Date     Condition        Report By
 CA0452  HISTORY     - 1943     MONUMENTED       CGS
 CA0452
 CA0452                          STATION DESCRIPTION
 CA0452
 CA0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0452'2.9 MI S FROM GROSVENOR.
 CA0452'2.9 MILES SOUTH ALONG A COUNTY GRADED ROAD FROM THE GRAMMER SCHOOL AT
 CA0452'GROSVENOR AT A CONCRETE AND CEMENT STONE MASONRY BRIDGE.  A DISK, SET
 CA0452'IN THE TOP OF THE WEST END OF THE CONCRETE BASE OF THE NORTH GUARD
 CA0452'WALL, AND 13 FEET NORTH OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0497 ***********************************************************************
 CA0497  DESIGNATION -  L 383
 CA0497  PID         -  CA0497
 CA0497  STATE/COUNTY-  TX/BROWN
 CA0497  USGS QUAD   -  BYRDS (1987)
 CA0497
 CA0497                         *CURRENT SURVEY CONTROL
 CA0497  ___________________________________________________________________
 CA0497* NAD 83(1986)-  31 57 10.     (N)    099 03 52.     (W)     SCALED    
 CA0497* NAVD 88     -       446.789  (meters)    1465.84   (feet)  ADJUSTED  
 CA0497  ___________________________________________________________________
 CA0497  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CA0497  DYNAMIC HT  -         446.210 (meters)    1463.94  (feet)  COMP
 CA0497  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 CA0497
 CA0497  VERT ORDER  -  SECOND    CLASS 0
 CA0497
 CA0497.The horizontal coordinates were scaled from a topographic map and have
 CA0497.an estimated accuracy of +/- 6 seconds.
 CA0497
 CA0497.The orthometric height was determined by differential leveling
 CA0497.and adjusted by the National Geodetic Survey in June 1991..
 CA0497
 CA0497.The geoid height was determined by GEOID03.
 CA0497
 CA0497.The dynamic height is computed by dividing the NAVD 88
 CA0497.geopotential number by the normal gravity value computed on the
 CA0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0497.degrees latitude (g = 980.6199 gals.).
 CA0497
 CA0497.The modeled gravity was interpolated from observed gravity values.
 CA0497
 CA0497;                    North         East    Units  Estimated Accuracy
 CA0497;SPC TX C     - 3,254,130.      819,960.      MT  (+/- 180 meters Scaled)
 CA0497
 CA0497                          SUPERSEDED SURVEY CONTROL
 CA0497
 CA0497  NGVD 29 (??/??/92)  446.681  (m)         1465.49   (f) ADJ UNCH    2 0
 CA0497
 CA0497.Superseded values are not recommended for survey control.
 CA0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0497.See file dsdata.txt to determine how the superseded data were derived.
 CA0497
 CA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA939352(NAD 83)
 CA0497_MARKER: DB = BENCH MARK DISK
 CA0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0497_STAMPING: L 383 1943
 CA0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0497+STABILITY: SURFACE MOTION
 CA0497
 CA0497  HISTORY     - Date     Condition        Report By
 CA0497  HISTORY     - 1943     MONUMENTED       CGS
 CA0497  HISTORY     - 1969     GOOD             USGS
 CA0497
 CA0497                          STATION DESCRIPTION
 CA0497
 CA0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CA0497'1.6 MI NW FROM BYRDS.
 CA0497'1.6 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT BYRDS, AT A
 CA0497'T INTERSECTION OF THE GRAVEL ROAD AND A NARROW DIRT ROAD LEADING EAST,
 CA0497'40 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 26 FEET EAST OF THE
 CA0497'CENTER LINE OF THE GRAVEL ROAD, 1.5 FEET WEST OF A FENCE, AND 4 1/2
 CA0497'FEET NORTH OF A WHITE REFERENCE POST.  A DISK, SET IN THE TOP OF A
 CA0497'CONCRETE POST.  NOTE-- BYRD SCHOOL IS GONE.  BM IS 3.3 MI N THEN NW
 CA0497'FROM BYRD STORE AND CEMETERY ALONG OLD RD TO CROSSCUT.
 CA0497
 CA0497                          STATION RECOVERY (1969)
 CA0497
 CA0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CA0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS2227 ***********************************************************************
 CS2227  DESIGNATION -  L 384
 CS2227  PID         -  CS2227
 CS2227  STATE/COUNTY-  TX/SOMERVELL
 CS2227  USGS QUAD   -  GLEN ROSE EAST (1977)
 CS2227
 CS2227                         *CURRENT SURVEY CONTROL
 CS2227  ___________________________________________________________________
 CS2227* NAD 83(1986)-  32 14 03.     (N)    097 37 56.     (W)     SCALED    
 CS2227* NAVD 88     -       233.310  (meters)     765.45   (feet)  ADJUSTED  
 CS2227  ___________________________________________________________________
 CS2227  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CS2227  DYNAMIC HT  -         233.025 (meters)     764.52  (feet)  COMP
 CS2227  MODELED GRAV-     979,411.5   (mgal)                       NAVD 88
 CS2227
 CS2227  VERT ORDER  -  SECOND    CLASS 0
 CS2227
 CS2227.The horizontal coordinates were scaled from a topographic map and have
 CS2227.an estimated accuracy of +/- 6 seconds.
 CS2227
 CS2227.The orthometric height was determined by differential leveling
 CS2227.and adjusted by the National Geodetic Survey in June 1991..
 CS2227
 CS2227.The geoid height was determined by GEOID03.
 CS2227
 CS2227.The dynamic height is computed by dividing the NAVD 88
 CS2227.geopotential number by the normal gravity value computed on the
 CS2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS2227.degrees latitude (g = 980.6199 gals.).
 CS2227
 CS2227.The modeled gravity was interpolated from observed gravity values.
 CS2227
 CS2227;                    North         East    Units  Estimated Accuracy
 CS2227;SPC TXNC     - 2,063,270.      681,790.      MT  (+/- 180 meters Scaled)
 CS2227
 CS2227                          SUPERSEDED SURVEY CONTROL
 CS2227
 CS2227  NGVD 29 (??/??/92)  233.279  (m)          765.35   (f) ADJ UNCH    2 0
 CS2227
 CS2227.Superseded values are not recommended for survey control.
 CS2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS2227.See file dsdata.txt to determine how the superseded data were derived.
 CS2227
 CS2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPA288672(NAD 83)
 CS2227_MARKER: DB = BENCH MARK DISK
 CS2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS2227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS2227_STAMPING: L 384 1943
 CS2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS2227+STABILITY: SURFACE MOTION
 CS2227
 CS2227  HISTORY     - Date     Condition        Report By
 CS2227  HISTORY     - 1943     MONUMENTED       CGS
 CS2227
 CS2227                          STATION DESCRIPTION
 CS2227
 CS2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CS2227'5.4 MI N FROM BRAZOS POINT.
 CS2227'2.6 MILES NORTHEAST ALONG STATE HIGHWAY 174 FROM THE SCHOOL AT BRAZOS
 CS2227'POINT, 2.8 MILES NORTHWEST ALONG A DIRT ROAD, 33 FEET NORTHEAST OF THE
 CS2227'CENTERLINE OF THE ROAD, 51.4 FEET NORTHWEST OF THE NORTHWEST END OF A
 CS2227'GATE ACROSS A PRIVATE DRIVE LEADING NORTHEAST THROUGH AN UNCULTIVATED
 CS2227'FIELD, 1.7 FEET SOUTHWEST OF A FENCE, AND 4 FEET SOUTHEAST OF A WHITE
 CS2227'REFERENCE POST.  A DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0373 ***********************************************************************
 CA0373  DESIGNATION -  L 385
 CA0373  PID         -  CA0373
 CA0373  STATE/COUNTY-  TX/COLEMAN
 CA0373  USGS QUAD   -  COLEMAN (1987)
 CA0373
 CA0373                         *CURRENT SURVEY CONTROL
 CA0373  ___________________________________________________________________
 CA0373* NAD 83(1986)-  31 48 58.     (N)    099 24 03.     (W)     SCALED    
 CA0373* NAVD 88     -       510.472  (meters)    1674.77   (feet)  ADJUSTED  
 CA0373  ___________________________________________________________________
 CA0373  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 CA0373  DYNAMIC HT  -         509.799 (meters)    1672.57  (feet)  COMP
 CA0373  MODELED GRAV-     979,306.1   (mgal)                       NAVD 88
 CA0373
 CA0373  VERT ORDER  -  FIRST     CLASS II
 CA0373
 CA0373.The horizontal coordinates were scaled from a topographic map and have
 CA0373.an estimated accuracy of +/- 6 seconds.
 CA0373
 CA0373.The orthometric height was determined by differential leveling
 CA0373.and adjusted by the National Geodetic Survey in June 1991..
 CA0373
 CA0373.The geoid height was determined by GEOID03.
 CA0373
 CA0373.The dynamic height is computed by dividing the NAVD 88
 CA0373.geopotential number by the normal gravity value computed on the
 CA0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0373.degrees latitude (g = 980.6199 gals.).
 CA0373
 CA0373.The modeled gravity was interpolated from observed gravity values.
 CA0373
 CA0373;                    North         East    Units  Estimated Accuracy
 CA0373;SPC TX C     - 3,238,660.      788,290.      MT  (+/- 180 meters Scaled)
 CA0373
 CA0373                          SUPERSEDED SURVEY CONTROL
 CA0373
 CA0373  NGVD 29 (??/??/92)  510.365  (m)         1674.42   (f) ADJ UNCH    1 2
 CA0373
 CA0373.Superseded values are not recommended for survey control.
 CA0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0373.See file dsdata.txt to determine how the superseded data were derived.
 CA0373
 CA0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA620201(NAD 83)
 CA0373_MARKER: DB = BENCH MARK DISK
 CA0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0373_SP_SET: CULVERT
 CA0373_STAMPING: L 385 1944
 CA0373_MARK LOGO: CGS   
 CA0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0373
 CA0373  HISTORY     - Date     Condition        Report By
 CA0373  HISTORY     - 1944     MONUMENTED       CGS
 CA0373  HISTORY     - 1982     GOOD             NGS
 CA0373
 CA0373                          STATION DESCRIPTION
 CA0373
 CA0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CA0373'1.4 MI E FROM COLEMAN.
 CA0373'1.4 MILES EAST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0373'STATION AT COLEMAN, 75.4 FEET SOUTH OF THE SOUTH RAIL, AT A U.S.
 CA0373'HIGHWAY 67 AND 84 10- BY 10-FOOT CONCRETE CULVERT.  A DISK, SET IN THE
 CA0373'TOP OF THE WEST END OF THE NORTH HEAD WALL, AND 21.7 FEET NORTH OF THE
 CA0373'CENTER LINE OF THE HIGHWAY.
 CA0373
 CA0373                          STATION RECOVERY (1982)
 CA0373
 CA0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0373'5.3 KM (3.3 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM ITS
 CA0373'JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, 0.5 KM
 CA0373'(0.3 MI) NORTHWEST OF THE JUNCTION OF FARM ROAD 568, IN THE TOP CENTER
 CA0373'OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE BOX
 CA0373'CULVERT AND 15.7 METERS (51.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 CA0373'HIGHWAY.
 CA0373'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0417 ***********************************************************************
 CS0417  DESIGNATION -  L 387
 CS0417  PID         -  CS0417
 CS0417  STATE/COUNTY-  TX/KAUFMAN
 CS0417  USGS QUAD   -  STYX (1962)
 CS0417
 CS0417                         *CURRENT SURVEY CONTROL
 CS0417  ___________________________________________________________________
 CS0417* NAD 83(1986)-  32 21 47.     (N)    096 19 25.     (W)     SCALED    
 CS0417* NAVD 88     -       114.634  (meters)     376.10   (feet)  ADJUSTED  
 CS0417  ___________________________________________________________________
 CS0417  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CS0417  DYNAMIC HT  -         114.504 (meters)     375.67  (feet)  COMP
 CS0417  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 CS0417
 CS0417  VERT ORDER  -  SECOND    CLASS 0
 CS0417
 CS0417.The horizontal coordinates were scaled from a topographic map and have
 CS0417.an estimated accuracy of +/- 6 seconds.
 CS0417
 CS0417.The orthometric height was determined by differential leveling
 CS0417.and adjusted by the National Geodetic Survey in June 1991..
 CS0417
 CS0417.The geoid height was determined by GEOID03.
 CS0417
 CS0417.The dynamic height is computed by dividing the NAVD 88
 CS0417.geopotential number by the normal gravity value computed on the
 CS0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0417.degrees latitude (g = 980.6199 gals.).
 CS0417
 CS0417.The modeled gravity was interpolated from observed gravity values.
 CS0417
 CS0417;                    North         East    Units  Estimated Accuracy
 CS0417;SPC TXNC     - 2,079,350.      804,810.      MT  (+/- 180 meters Scaled)
 CS0417
 CS0417                          SUPERSEDED SURVEY CONTROL
 CS0417
 CS0417  NGVD 29 (??/??/92)  114.643  (m)          376.12   (f) ADJ UNCH    2 0
 CS0417
 CS0417.Superseded values are not recommended for survey control.
 CS0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0417.See file dsdata.txt to determine how the superseded data were derived.
 CS0417
 CS0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA518838(NAD 83)
 CS0417_MARKER: DB = BENCH MARK DISK
 CS0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0417_STAMPING: L 387 1946
 CS0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0417+STABILITY: SURFACE MOTION
 CS0417
 CS0417  HISTORY     - Date     Condition        Report By
 CS0417  HISTORY     - 1946     MONUMENTED       CGS
 CS0417  HISTORY     - 1953     GOOD             NGS
 CS0417
 CS0417                          STATION DESCRIPTION
 CS0417
 CS0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0417'0.4 MI E FROM STYX.
 CS0417'BENCH MARK IS LOCATED ALONG A GRAVELED ROAD 0.4 MILE EAST OF STYX, 36
 CS0417'FEET SOUTH OF THE CENTER OF THE ROAD, 2 FEET EAST OF A NORTH-SOUTH
 CS0417'FENCE, 60 FEET NORTH OF THE NORTHEAST CORNER OF A CHURCH, 3 FEET NORTH
 CS0417'OF A 4X4 INCH WHITE WITNESS POST.  MARK PROJECTS ABOUT 5 INCHES.
 CS0417
 CS0417                          STATION RECOVERY (1953)
 CS0417
 CS0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CS0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0435 ***********************************************************************
 CS0435  DESIGNATION -  L 388
 CS0435  PID         -  CS0435
 CS0435  STATE/COUNTY-  TX/NAVARRO
 CS0435  USGS QUAD   -  STYX (1962)
 CS0435
 CS0435                         *CURRENT SURVEY CONTROL
 CS0435  ___________________________________________________________________
 CS0435* NAD 83(1986)-  32 18 29.     (N)    096 22 26.     (W)     SCALED    
 CS0435* NAVD 88     -       102.168  (meters)     335.20   (feet)  ADJUSTED  
 CS0435  ___________________________________________________________________
 CS0435  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CS0435  DYNAMIC HT  -         102.051 (meters)     334.81  (feet)  COMP
 CS0435  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 CS0435
 CS0435  VERT ORDER  -  SECOND    CLASS 0
 CS0435
 CS0435.The horizontal coordinates were scaled from a topographic map and have
 CS0435.an estimated accuracy of +/- 6 seconds.
 CS0435
 CS0435.The orthometric height was determined by differential leveling
 CS0435.and adjusted by the National Geodetic Survey in June 1991..
 CS0435
 CS0435.The geoid height was determined by GEOID03.
 CS0435
 CS0435.The dynamic height is computed by dividing the NAVD 88
 CS0435.geopotential number by the normal gravity value computed on the
 CS0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0435.degrees latitude (g = 980.6199 gals.).
 CS0435
 CS0435.The modeled gravity was interpolated from observed gravity values.
 CS0435
 CS0435;                    North         East    Units  Estimated Accuracy
 CS0435;SPC TXNC     - 2,073,150.      800,210.      MT  (+/- 180 meters Scaled)
 CS0435
 CS0435                          SUPERSEDED SURVEY CONTROL
 CS0435
 CS0435  NGVD 29 (??/??/92)  102.172  (m)          335.21   (f) ADJ UNCH    2 0
 CS0435
 CS0435.Superseded values are not recommended for survey control.
 CS0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0435.See file dsdata.txt to determine how the superseded data were derived.
 CS0435
 CS0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA472776(NAD 83)
 CS0435_MARKER: DB = BENCH MARK DISK
 CS0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0435_STAMPING: L 388 1946
 CS0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0435+STABILITY: SURFACE MOTION
 CS0435
 CS0435  HISTORY     - Date     Condition        Report By
 CS0435  HISTORY     - 1946     MONUMENTED       CGS
 CS0435
 CS0435                          STATION DESCRIPTION
 CS0435
 CS0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CS0435'5.7 MI NE FROM CHATFIELD.
 CS0435'1.0 MILE NORTHEAST ALONG A DIRT ROAD FROM THE METHODIST CHURCH AT
 CS0435'CHATFIELD, THENCE 1.9 MILES NORTH ALONG A DIRT ROAD, THENCE 2.8 MILES
 CS0435'NORTHEAST ALONG A DIRT ROAD TO THE SITE OF THE MARK, 0.3 MILE
 CS0435'SOUTHWEST OF A JUNCTION WITH A DIRT ROAD LEADING SOUTHEAST, 177 FEET
 CS0435'SOUTHEAST OF A 24 INCH PECAN TREE, 26 FEET NORTHWEST OF THE CENTER
 CS0435'LINE OF THE ROAD, 25 FEET NORTHEAST OF THE CENTER OF AN IRON GATE, 3
 CS0435'FEET NORTHWEST OF THE NORTHWEST RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST
 CS0435'OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 CS0435'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1900 ***********************************************************************
 BY1900  DESIGNATION -  L 389 RESET 1954
 BY1900  PID         -  BY1900
 BY1900  STATE/COUNTY-  TX/MADISON
 BY1900  USGS QUAD   -  ELWOOD (1972)
 BY1900
 BY1900                         *CURRENT SURVEY CONTROL
 BY1900  ___________________________________________________________________
 BY1900* NAD 83(1986)-  31 03 47.     (N)    095 48 14.     (W)     SCALED    
 BY1900* NAVD 88     -        87.99   (+/-2cm)     288.7    (feet)  VERTCON   
 BY1900  ___________________________________________________________________
 BY1900  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BY1900
 BY1900  VERT ORDER  -  THIRD (See Below)
 BY1900
 BY1900.The horizontal coordinates were scaled from a topographic map and have
 BY1900.an estimated accuracy of +/- 6 seconds.
 BY1900
 BY1900.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1900.The vertical order pertains to the NGVD 29 superseded value.
 BY1900
 BY1900.The geoid height was determined by GEOID03.
 BY1900
 BY1900;                    North         East    Units  Estimated Accuracy
 BY1900;SPC TX C     - 3,163,600.    1,132,130.      MT  (+/- 180 meters Scaled)
 BY1900
 BY1900                          SUPERSEDED SURVEY CONTROL
 BY1900
 BY1900  NGVD 29 (??/??/??)   87.99   (m)          288.7    (f) RESET       3  
 BY1900
 BY1900.Superseded values are not recommended for survey control.
 BY1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1900.See file dsdata.txt to determine how the superseded data were derived.
 BY1900
 BY1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ324399(NAD 83)
 BY1900_MARKER: DB = BENCH MARK DISK
 BY1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1900_STAMPING: L 389 RESET 1954
 BY1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1900+STABILITY: SURFACE MOTION
 BY1900
 BY1900  HISTORY     - Date     Condition        Report By
 BY1900  HISTORY     - 1954     MONUMENTED       CGS
 BY1900
 BY1900                          STATION DESCRIPTION
 BY1900
 BY1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BY1900'1.5 MI NE FROM ELWOOD.
 BY1900'TO REACH FROM ELWOOD SCHOOL AT ELWOOD, GO EAST ALONG STATE OSR HIGHWAY
 BY1900'0.6 MILES.  THEN TURN LEFT AND GO NORTH ON FM 2036, 0.9 MILE TO A T
 BY1900'ROAD EAST AND THE MARK ON THE WEST OR LEFT.  THE MARK IS ABOUT 0.1
 BY1900'MILE SOUTH OF A FARM HOUSE, IN THE WEST RIGHT-OF-WAY FENCE AND 8 FEET
 BY1900'NORTH OF A T FENCE LEADING WEST.  A STANDARD DISK IN A CONCRETE
 BY1900'MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  THE DISK IS STAMPED L 389
 BY1900'RESET 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1052 ***********************************************************************
 AJ1052  DESIGNATION -  L 39
 AJ1052  PID         -  AJ1052
 AJ1052  STATE/COUNTY-  TX/WEBB
 AJ1052  USGS QUAD   -  LAREDO WEST (1980)
 AJ1052
 AJ1052                         *CURRENT SURVEY CONTROL
 AJ1052  ___________________________________________________________________
 AJ1052* NAD 83(1986)-  27 30 23.     (N)    099 30 34.     (W)     SCALED    
 AJ1052* NAVD 88     -       127.895  (meters)     419.60   (feet)  ADJUSTED  
 AJ1052  ___________________________________________________________________
 AJ1052  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AJ1052  DYNAMIC HT  -         127.693 (meters)     418.94  (feet)  COMP
 AJ1052  MODELED GRAV-     979,064.5   (mgal)                       NAVD 88
 AJ1052
 AJ1052  VERT ORDER  -  FIRST     CLASS II
 AJ1052
 AJ1052.The horizontal coordinates were scaled from a topographic map and have
 AJ1052.an estimated accuracy of +/- 6 seconds.
 AJ1052
 AJ1052.The orthometric height was determined by differential leveling
 AJ1052.and adjusted by the National Geodetic Survey in June 1991..
 AJ1052.WARNING-Repeat measurements at this control monument indicate possible
 AJ1052.vertical movement.
 AJ1052
 AJ1052.The geoid height was determined by GEOID03.
 AJ1052
 AJ1052.The dynamic height is computed by dividing the NAVD 88
 AJ1052.geopotential number by the normal gravity value computed on the
 AJ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1052.degrees latitude (g = 980.6199 gals.).
 AJ1052
 AJ1052.The modeled gravity was interpolated from observed gravity values.
 AJ1052
 AJ1052;                    North         East    Units  Estimated Accuracy
 AJ1052;SPC TX S     - 5,204,230.      200,270.      MT  (+/- 180 meters Scaled)
 AJ1052
 AJ1052                          SUPERSEDED SURVEY CONTROL
 AJ1052
 AJ1052  NGVD 29 (??/??/92)  127.921  (m)          419.69   (f) ADJ UNCH    1 2
 AJ1052
 AJ1052.Superseded values are not recommended for survey control.
 AJ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1052.See file dsdata.txt to determine how the superseded data were derived.
 AJ1052
 AJ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR496426(NAD 83)
 AJ1052_MARKER: DB = BENCH MARK DISK
 AJ1052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ1052_SP_SET: BUILDING
 AJ1052_STAMPING: L 39 1917 ELEV 419.75 FT
 AJ1052_MARK LOGO: CGS   
 AJ1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1052+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 AJ1052
 AJ1052  HISTORY     - Date     Condition        Report By
 AJ1052  HISTORY     - 1917     MONUMENTED       CGS
 AJ1052  HISTORY     - 1957     GOOD             NGS
 AJ1052  HISTORY     - 1981     GOOD             NGS
 AJ1052  HISTORY     - 1982     GOOD             NGS
 AJ1052  HISTORY     - 20020530 GOOD             USPSQD
 AJ1052
 AJ1052                          STATION DESCRIPTION
 AJ1052
 AJ1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 AJ1052'IN LAREDO.
 AJ1052'AT LAREDO, 1.0 FOOT NORTH OF THE SOUTHWEST CORNER OF THE POST OFFICE,
 AJ1052'4.2 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE WEST WALL OF THE
 AJ1052'BUILDING.
 AJ1052
 AJ1052                          STATION RECOVERY (1981)
 AJ1052
 AJ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ1052'RECOVERED THIS DATE, NOTE, 16.8 METERS (55.0 FT) NORTHWEST OF A
 AJ1052'FLAGPOLE, 0.31 METERS (1.0 FT) ABOVE A CONCRETE RAMP, 0.61 METERS
 AJ1052'(2.0 FT) BELOW A HAND RAILING.
 AJ1052
 AJ1052                          STATION RECOVERY (1982)
 AJ1052
 AJ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AJ1052'RECOVERED IN GOOD CONDITION.
 AJ1052
 AJ1052                          STATION RECOVERY (2002)
 AJ1052
 AJ1052'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHM)
 AJ1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0441 ***********************************************************************
 CS0441  DESIGNATION -  L 390
 CS0441  PID         -  CS0441
 CS0441  STATE/COUNTY-  TX/HENDERSON
 CS0441  USGS QUAD   -  MALAKOFF (1981)
 CS0441
 CS0441                         *CURRENT SURVEY CONTROL
 CS0441  ___________________________________________________________________
 CS0441* NAD 83(1986)-  32 11 04.     (N)    096 06 56.     (W)     SCALED    
 CS0441* NAVD 88     -        97.693  (meters)     320.51   (feet)  ADJUSTED  
 CS0441  ___________________________________________________________________
 CS0441  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CS0441  DYNAMIC HT  -          97.580 (meters)     320.14  (feet)  COMP
 CS0441  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 CS0441
 CS0441  VERT ORDER  -  SECOND    CLASS 0
 CS0441
 CS0441.The horizontal coordinates were scaled from a topographic map and have
 CS0441.an estimated accuracy of +/- 6 seconds.
 CS0441
 CS0441.The orthometric height was determined by differential leveling
 CS0441.and adjusted by the National Geodetic Survey in June 1991..
 CS0441
 CS0441.The geoid height was determined by GEOID03.
 CS0441
 CS0441.The dynamic height is computed by dividing the NAVD 88
 CS0441.geopotential number by the normal gravity value computed on the
 CS0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0441.degrees latitude (g = 980.6199 gals.).
 CS0441
 CS0441.The modeled gravity was interpolated from observed gravity values.
 CS0441
 CS0441;                    North         East    Units  Estimated Accuracy
 CS0441;SPC TXNC     - 2,059,970.      824,840.      MT  (+/- 180 meters Scaled)
 CS0441
 CS0441                          SUPERSEDED SURVEY CONTROL
 CS0441
 CS0441  NGVD 29 (??/??/92)   97.70   (m)          320.5    (f) COMPUTED    2 0
 CS0441
 CS0441.Superseded values are not recommended for survey control.
 CS0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0441.See file dsdata.txt to determine how the superseded data were derived.
 CS0441
 CS0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA719645(NAD 83)
 CS0441_MARKER: DB = BENCH MARK DISK
 CS0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS0441_SP_SET: CULVERT
 CS0441_STAMPING: L 390 1947
 CS0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS0441
 CS0441  HISTORY     - Date     Condition        Report By
 CS0441  HISTORY     - 1947     MONUMENTED       CGS
 CS0441  HISTORY     - 19950909 GOOD             USPSQD
 CS0441
 CS0441                          STATION DESCRIPTION
 CS0441
 CS0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0441'3.2 MI NW FROM TRINIDAD.
 CS0441'3.2 MILES NORTHWEST ALONG STATE HIGHWAY NO.274 FROM THE ST. LOUIS
 CS0441'SOUTHWESTERN RAILWAY STATION AT TRINIDAD, 200.0 FEET NORTHWEST OF THE
 CS0441'JUNCTION OF A DIRT ROAD LEADING NORTHEAST, 20.0 FEET NORTHEAST OF THE
 CS0441'CENTER OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 CS0441'NORTHEAST HEAD-WALL OF A 4X12 FOOT CONCRETE CULVERT UNDER THE HIGHWAY,
 CS0441'ABOUT 1 FOOT ABOVE THE HIGHWAY.
 CS0441
 CS0441                          STATION RECOVERY (1995)
 CS0441
 CS0441'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1542 ***********************************************************************
 CS1542  DESIGNATION -  L 391
 CS1542  PID         -  CS1542
 CS1542  STATE/COUNTY-  TX/TARRANT
 CS1542  USGS QUAD   -  AVONDALE (1982)
 CS1542
 CS1542                         *CURRENT SURVEY CONTROL
 CS1542  ___________________________________________________________________
 CS1542* NAD 83(1986)-  32 53 48.     (N)    097 23 42.     (W)     SCALED    
 CS1542* NAVD 88     -       243.283  (meters)     798.17   (feet)  ADJUSTED  
 CS1542  ___________________________________________________________________
 CS1542  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CS1542  DYNAMIC HT  -         242.996 (meters)     797.23  (feet)  COMP
 CS1542  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 CS1542
 CS1542  VERT ORDER  -  FIRST     CLASS II
 CS1542
 CS1542.The horizontal coordinates were scaled from a topographic map and have
 CS1542.an estimated accuracy of +/- 6 seconds.
 CS1542
 CS1542.The orthometric height was determined by differential leveling
 CS1542.and adjusted by the National Geodetic Survey in June 1991..
 CS1542
 CS1542.The geoid height was determined by GEOID03.
 CS1542
 CS1542.The dynamic height is computed by dividing the NAVD 88
 CS1542.geopotential number by the normal gravity value computed on the
 CS1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1542.degrees latitude (g = 980.6199 gals.).
 CS1542
 CS1542.The modeled gravity was interpolated from observed gravity values.
 CS1542
 CS1542;                    North         East    Units  Estimated Accuracy
 CS1542;SPC TXNC     - 2,136,940.      703,370.      MT  (+/- 180 meters Scaled)
 CS1542
 CS1542                          SUPERSEDED SURVEY CONTROL
 CS1542
 CS1542  NGVD 29 (??/??/92)  243.253  (m)          798.07   (f) ADJ UNCH    1 2
 CS1542
 CS1542.Superseded values are not recommended for survey control.
 CS1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1542.See file dsdata.txt to determine how the superseded data were derived.
 CS1542
 CS1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB501409(NAD 83)
 CS1542_MARKER: DB = BENCH MARK DISK
 CS1542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CS1542_SP_SET: CULVERT
 CS1542_STAMPING: L 391 1947
 CS1542_MARK LOGO: CGS   
 CS1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CS1542
 CS1542  HISTORY     - Date     Condition        Report By
 CS1542  HISTORY     - 1947     MONUMENTED       CGS
 CS1542  HISTORY     - 1957     GOOD             NGS
 CS1542  HISTORY     - 1984     GOOD             NGS
 CS1542  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 CS1542  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 CS1542
 CS1542                          STATION DESCRIPTION
 CS1542
 CS1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1542'3.3 MI NW FROM SAGINAW.
 CS1542'ABOUT 3.3 MILES NORTHWEST ALONG THE ROCK ISLAND AND FT. WORTH AND
 CS1542'DENVER CITY RAILWAYS AND ALONG U. S. HIGHWAYS 81 AND 287 FROM THE POST
 CS1542'OFFICE AT SAGINAW, 14.3 FEET NORTHEAST OF AND 3.0 FEET LOWER THAN THE
 CS1542'CENTER LINE OF THE ROCK ISLAND TRACK, ABOUT 193.0 YARDS SOUTHEAST OF A
 CS1542'ROAD CROSSING, 74.6 FEET SOUTHWEST OF RAILWAY CULVERT 12-62 ON THE FT.
 CS1542'WORTH AND DENVER CITY RAILWAY, SET IN THE NORTHEAST HEADWALL OF A
 CS1542'CONCRETE CULVERT.  A BRONZE DISK SET IN A DRILL HOLE IN CONCRETE.
 CS1542
 CS1542                          STATION RECOVERY (1957)
 CS1542
 CS1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CS1542'RECOVERED IN GOOD CONDITION.
 CS1542
 CS1542                          STATION RECOVERY (1984)
 CS1542
 CS1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 CS1542'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 CS1542'TO REACH FOLLOWS.  5.0 KM (3.1 MI) NORTHWESTERLY ALONG THE SANTA FE
 CS1542'RAILROAD FROM ITS JUNCTION WITH MC LEROY BOULEVARD IN SAGINAW,
 CS1542
 CS1542                          STATION RECOVERY (1990)
 CS1542
 CS1542'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCS)
 CS1542'MARK NOT FOUND.
 CS1542
 CS1542                          STATION RECOVERY (1995)
 CS1542
 CS1542'RECOVERY NOTE BY US POWER SQUADRON 1995
 CS1542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0658 ***********************************************************************
 BZ0658  DESIGNATION -  L 392
 BZ0658  PID         -  BZ0658
 BZ0658  STATE/COUNTY-  TX/NAVARRO
 BZ0658  USGS QUAD   -  DAWSON (1978)
 BZ0658
 BZ0658                         *CURRENT SURVEY CONTROL
 BZ0658  ___________________________________________________________________
 BZ0658* NAD 83(1986)-  31 55 51.     (N)    096 39 48.     (W)     SCALED    
 BZ0658* NAVD 88     -       117.177  (meters)     384.44   (feet)  ADJUSTED  
 BZ0658  ___________________________________________________________________
 BZ0658  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 BZ0658  DYNAMIC HT  -         117.039 (meters)     383.99  (feet)  COMP
 BZ0658  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 BZ0658
 BZ0658  VERT ORDER  -  SECOND    CLASS 0
 BZ0658
 BZ0658.The horizontal coordinates were scaled from a topographic map and have
 BZ0658.an estimated accuracy of +/- 6 seconds.
 BZ0658
 BZ0658.The orthometric height was determined by differential leveling
 BZ0658.and adjusted by the National Geodetic Survey in June 1991..
 BZ0658
 BZ0658.The geoid height was determined by GEOID03.
 BZ0658
 BZ0658.The dynamic height is computed by dividing the NAVD 88
 BZ0658.geopotential number by the normal gravity value computed on the
 BZ0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0658.degrees latitude (g = 980.6199 gals.).
 BZ0658
 BZ0658.The modeled gravity was interpolated from observed gravity values.
 BZ0658
 BZ0658;                    North         East    Units  Estimated Accuracy
 BZ0658;SPC TXNC     - 2,030,810.      773,690.      MT  (+/- 180 meters Scaled)
 BZ0658
 BZ0658                          SUPERSEDED SURVEY CONTROL
 BZ0658
 BZ0658  NGVD 29 (??/??/92)  117.159  (m)          384.38   (f) ADJ UNCH    2 0
 BZ0658
 BZ0658.Superseded values are not recommended for survey control.
 BZ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0658.See file dsdata.txt to determine how the superseded data were derived.
 BZ0658
 BZ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA209351(NAD 83)
 BZ0658_MARKER: DB = BENCH MARK DISK
 BZ0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0658_STAMPING: L 392 1947
 BZ0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0658+STABILITY: SURFACE MOTION
 BZ0658
 BZ0658  HISTORY     - Date     Condition        Report By
 BZ0658  HISTORY     - 1947     MONUMENTED       CGS
 BZ0658
 BZ0658                          STATION DESCRIPTION
 BZ0658
 BZ0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0658'3.9 MI NE FROM DAWSON.
 BZ0658'3.9 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILROAD FROM THE
 BZ0658'STATION AT DAWSON, 3.4 MILES SOUTHWEST OF THE STATION AT PURDON, ABOUT
 BZ0658'5 POLES EAST OF TRESTLE 667, 20.2 FEET WEST OF TELEPHONE POLE 638/10,
 BZ0658'2.2 FEET EAST OF A 4X4 MARKER POST, ABOUT 2.0 FEET BELOW THE LEVEL OF
 BZ0658'THE TRACKS.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BZ0658'PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0676 ***********************************************************************
 CS0676  DESIGNATION -  L 393
 CS0676  PID         -  CS0676
 CS0676  STATE/COUNTY-  TX/NAVARRO
 CS0676  USGS QUAD   -  POWELL (1959)
 CS0676
 CS0676                         *CURRENT SURVEY CONTROL
 CS0676  ___________________________________________________________________
 CS0676* NAD 83(1986)-  32 05 28.     (N)    096 16 27.     (W)     SCALED    
 CS0676* NAVD 88     -       109.230  (meters)     358.37   (feet)  ADJUSTED  
 CS0676  ___________________________________________________________________
 CS0676  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CS0676  DYNAMIC HT  -         109.103 (meters)     357.95  (feet)  COMP
 CS0676  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 CS0676
 CS0676  VERT ORDER  -  SECOND    CLASS 0
 CS0676
 CS0676.The horizontal coordinates were scaled from a topographic map and have
 CS0676.an estimated accuracy of +/- 6 seconds.
 CS0676
 CS0676.The orthometric height was determined by differential leveling
 CS0676.and adjusted by the National Geodetic Survey in June 1991..
 CS0676
 CS0676.The geoid height was determined by GEOID03.
 CS0676
 CS0676.The dynamic height is computed by dividing the NAVD 88
 CS0676.geopotential number by the normal gravity value computed on the
 CS0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0676.degrees latitude (g = 980.6199 gals.).
 CS0676
 CS0676.The modeled gravity was interpolated from observed gravity values.
 CS0676
 CS0676;                    North         East    Units  Estimated Accuracy
 CS0676;SPC TXNC     - 2,049,290.      810,110.      MT  (+/- 180 meters Scaled)
 CS0676
 CS0676                          SUPERSEDED SURVEY CONTROL
 CS0676
 CS0676  NGVD 29 (??/??/92)  109.229  (m)          358.36   (f) ADJ UNCH    2 0
 CS0676
 CS0676.Superseded values are not recommended for survey control.
 CS0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0676.See file dsdata.txt to determine how the superseded data were derived.
 CS0676
 CS0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA572537(NAD 83)
 CS0676_MARKER: DB = BENCH MARK DISK
 CS0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0676_STAMPING: L 393 1947
 CS0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0676+STABILITY: SURFACE MOTION
 CS0676
 CS0676  HISTORY     - Date     Condition        Report By
 CS0676  HISTORY     - 1947     MONUMENTED       CGS
 CS0676  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 CS0676
 CS0676                          STATION DESCRIPTION
 CS0676
 CS0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0676'1.8 MI SE FROM ELM FLAT.
 CS0676'0.3 MILE SOUTH ALONG A DIRT TRACK ROAD FROM THE WOODS CHAPEL A.M.E.
 CS0676'CHURCH AT ELM FLAT, THENCE 1.5 MILES EAST ALONG A GRADED DIRT ROAD TO
 CS0676'THE SITE OF THE MARK, 110 FEET WEST OF THE CENTER LINE OF A NORTH AND
 CS0676'SOUTH ROAD, 54 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE,
 CS0676'35 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 2 FEET
 CS0676'NORTH OF A 4X4 MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 CS0676'CONCRETE POST.
 CS0676
 CS0676                          STATION RECOVERY (2002)
 CS0676
 CS0676'RECOVERY NOTE BY US POWER SQUADRON 2002
 CS0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1231 ***********************************************************************
 CS1231  DESIGNATION -  L 394
 CS1231  PID         -  CS1231
 CS1231  STATE/COUNTY-  TX/DALLAS
 CS1231  USGS QUAD   -  DALLAS (1981)
 CS1231
 CS1231                         *CURRENT SURVEY CONTROL
 CS1231  ___________________________________________________________________
 CS1231* NAD 83(1986)-  32 46 37.     (N)    096 49 26.     (W)     SCALED    
 CS1231* NAVD 88     -       132.448  (meters)     434.54   (feet)  ADJUSTED  
 CS1231  ___________________________________________________________________
 CS1231  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 CS1231  DYNAMIC HT  -         132.296 (meters)     434.04  (feet)  COMP
 CS1231  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 CS1231
 CS1231  VERT ORDER  -  FIRST     CLASS II
 CS1231
 CS1231.The horizontal coordinates were scaled from a topographic map and have
 CS1231.an estimated accuracy of +/- 6 seconds.
 CS1231
 CS1231.The orthometric height was determined by differential leveling
 CS1231.and adjusted by the National Geodetic Survey in June 1991..
 CS1231
 CS1231.The geoid height was determined by GEOID03.
 CS1231
 CS1231.The dynamic height is computed by dividing the NAVD 88
 CS1231.geopotential number by the normal gravity value computed on the
 CS1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1231.degrees latitude (g = 980.6199 gals.).
 CS1231
 CS1231.The modeled gravity was interpolated from observed gravity values.
 CS1231
 CS1231;                    North         East    Units  Estimated Accuracy
 CS1231;SPC TXNC     - 2,124,370.      757,010.      MT  (+/- 180 meters Scaled)
 CS1231
 CS1231                          SUPERSEDED SURVEY CONTROL
 CS1231
 CS1231  NGVD 29 (??/??/92)  132.463  (m)          434.59   (f) ADJ UNCH    1 2
 CS1231
 CS1231.Superseded values are not recommended for survey control.
 CS1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1231.See file dsdata.txt to determine how the superseded data were derived.
 CS1231
 CS1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB038286(NAD 83)
 CS1231_MARKER: DB = BENCH MARK DISK
 CS1231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CS1231_SP_SET: BRIDGE ABUTMENT
 CS1231_STAMPING: L 394 1947
 CS1231_MARK LOGO: CGS   
 CS1231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CS1231+STABILITY: POSITION/ELEVATION WELL
 CS1231
 CS1231  HISTORY     - Date     Condition        Report By
 CS1231  HISTORY     - 1947     MONUMENTED       CGS
 CS1231  HISTORY     - 1958     GOOD             NGS
 CS1231  HISTORY     - 1986     GOOD             NGS
 CS1231
 CS1231                          STATION DESCRIPTION
 CS1231
 CS1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1231'IN DALLAS.
 CS1231'AT DALLAS, ON THE TEXAS AND PACIFIC RAILROAD, 10.0 FEET NORTH OF AND
 CS1231'ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH TRACK, ON TOP OF THE
 CS1231'NORTH END OF THE EAST CONCRETE ABUTEMENT OF THE BECKLEY AVENUE
 CS1231'UNDERPASS.  A BRONZE BENCH MARK DISK SET IN A DRILL HOLE IN CONCRETE.
 CS1231
 CS1231                          STATION RECOVERY (1958)
 CS1231
 CS1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1231'RECOVERED IN GOOD CONDITION.
 CS1231
 CS1231                          STATION RECOVERY (1986)
 CS1231
 CS1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CS1231'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DALLAS,
 CS1231'AT THE INTERSECTION OF BECKLEY AVENUE AND THE MISSOURI PACIFIC
 CS1231'RAILROAD, IN THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 CS1231'RAILROAD OVERPASS OF THE AVENUE, 20.5 M (67.3 FT) EAST OF THE
 CS1231'CENTERLINE OF THE AVENUE, AND 1.9 M (6.2 FT) NORTH OF THE NEAR RAIL.
 CS1231'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1059 ***********************************************************************
 CS1059  DESIGNATION -  L 395
 CS1059  PID         -  CS1059
 CS1059  STATE/COUNTY-  TX/DALLAS
 CS1059  USGS QUAD   -  WHITE ROCK LAKE (1973)
 CS1059
 CS1059                         *CURRENT SURVEY CONTROL
 CS1059  ___________________________________________________________________
 CS1059* NAD 83(1986)-  32 45 59.     (N)    096 44 14.     (W)     SCALED    
 CS1059* NAVD 88     -       126.342  (meters)     414.51   (feet)  ADJUSTED  
 CS1059  ___________________________________________________________________
 CS1059  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CS1059  DYNAMIC HT  -         126.198 (meters)     414.03  (feet)  COMP
 CS1059  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 CS1059
 CS1059  VERT ORDER  -  FIRST     CLASS II
 CS1059
 CS1059.The horizontal coordinates were scaled from a topographic map and have
 CS1059.an estimated accuracy of +/- 6 seconds.
 CS1059
 CS1059.The orthometric height was determined by differential leveling
 CS1059.and adjusted by the National Geodetic Survey in June 1991..
 CS1059
 CS1059.The geoid height was determined by GEOID03.
 CS1059
 CS1059.The dynamic height is computed by dividing the NAVD 88
 CS1059.geopotential number by the normal gravity value computed on the
 CS1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1059.degrees latitude (g = 980.6199 gals.).
 CS1059
 CS1059.The modeled gravity was interpolated from observed gravity values.
 CS1059
 CS1059;                    North         East    Units  Estimated Accuracy
 CS1059;SPC TXNC     - 2,123,330.      765,140.      MT  (+/- 180 meters Scaled)
 CS1059
 CS1059                          SUPERSEDED SURVEY CONTROL
 CS1059
 CS1059  NGVD 29 (??/??/92)  126.351  (m)          414.54   (f) ADJ UNCH    1 2
 CS1059
 CS1059.Superseded values are not recommended for survey control.
 CS1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1059.See file dsdata.txt to determine how the superseded data were derived.
 CS1059
 CS1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB119276(NAD 83)
 CS1059_MARKER: DD = SURVEY DISK
 CS1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1059_STAMPING: L 395 1947 1 S
 CS1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1059+STABILITY: SURFACE MOTION
 CS1059
 CS1059  HISTORY     - Date     Condition        Report By
 CS1059  HISTORY     - 1947     MONUMENTED       TX1730
 CS1059  HISTORY     - 1947     GOOD             NGS
 CS1059  HISTORY     - 1958     GOOD             NGS
 CS1059  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 CS1059
 CS1059                          STATION DESCRIPTION
 CS1059
 CS1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 CS1059'IN DALLAS.
 CS1059'AT DALLAS, AT THE INTERSECTION OF THE BELT LINE RAILROAD AND SCYENE
 CS1059'ROAD, 68.1 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 CS1059'TRACK, 48.0 FEET NORTH OF THE CENTER LINE OF SCYENE ROAD, 22.1 FEET
 CS1059'NORTH OF A TELEPHONE POLE AND 2.5 FEET WEST OF THE RIGHT OF WAY FENCE.
 CS1059'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CS1059'GROUND.
 CS1059
 CS1059                          STATION RECOVERY (1958)
 CS1059
 CS1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CS1059'RECOVERED IN GOOD CONDITION.
 CS1059
 CS1059                          STATION RECOVERY (1991)
 CS1059
 CS1059'RECOVERY NOTE BY US POWER SQUADRON 1991 (CES)
 CS1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0563 ***********************************************************************
 CR0563  DESIGNATION -  L 396
 CR0563  PID         -  CR0563
 CR0563  STATE/COUNTY-  TX/HENDERSON
 CR0563  USGS QUAD   -  CROSS ROADS (1984)
 CR0563
 CR0563                         *CURRENT SURVEY CONTROL
 CR0563  ___________________________________________________________________
 CR0563* NAD 83(1986)-  32 05 13.     (N)    095 54 17.     (W)     SCALED    
 CR0563* NAVD 88     -       144.598  (meters)     474.40   (feet)  ADJUSTED  
 CR0563  ___________________________________________________________________
 CR0563  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CR0563  DYNAMIC HT  -         144.430 (meters)     473.85  (feet)  COMP
 CR0563  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 CR0563
 CR0563  VERT ORDER  -  SECOND    CLASS 0
 CR0563
 CR0563.The horizontal coordinates were scaled from a topographic map and have
 CR0563.an estimated accuracy of +/- 6 seconds.
 CR0563
 CR0563.The orthometric height was determined by differential leveling
 CR0563.and adjusted by the National Geodetic Survey in June 1991..
 CR0563
 CR0563.The geoid height was determined by GEOID03.
 CR0563
 CR0563.The dynamic height is computed by dividing the NAVD 88
 CR0563.geopotential number by the normal gravity value computed on the
 CR0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0563.degrees latitude (g = 980.6199 gals.).
 CR0563
 CR0563.The modeled gravity was interpolated from observed gravity values.
 CR0563
 CR0563;                    North         East    Units  Estimated Accuracy
 CR0563;SPC TXNC     - 2,049,630.      844,980.      MT  (+/- 180 meters Scaled)
 CR0563
 CR0563                          SUPERSEDED SURVEY CONTROL
 CR0563
 CR0563  NGVD 29 (??/??/92)  144.600  (m)          474.41   (f) ADJ UNCH    2 0
 CR0563
 CR0563.Superseded values are not recommended for survey control.
 CR0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0563.See file dsdata.txt to determine how the superseded data were derived.
 CR0563
 CR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR258537(NAD 83)
 CR0563_MARKER: DB = BENCH MARK DISK
 CR0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CR0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CR0563_STAMPING: L 396 1947
 CR0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CR0563+STABILITY: SURFACE MOTION
 CR0563
 CR0563  HISTORY     - Date     Condition        Report By
 CR0563  HISTORY     - 1947     MONUMENTED       CGS
 CR0563  HISTORY     - 1977     MARK NOT FOUND   USGS
 CR0563
 CR0563                          STATION DESCRIPTION
 CR0563
 CR0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CR0563'6.8 MI E FROM CROSS ROADS.
 CR0563'4.0 MILES NORTHEAST ALONG FARM HIGHWAY 59 FROM CROSS ROADS SCHOOL,
 CR0563'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.3 MILE EAST ALONG A
 CR0563'DIRT ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.4 MILE
 CR0563'EAST ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD,
 CR0563'THENCE 0.5 MILE NORTHEAST ALONG A DIRT ROAD TO THE SITE OF THE MARK,
 CR0563'95 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE, 20 FEET SOUTHEAST OF
 CR0563'THE CENTER LINE OF THE ROAD, 14 FEET EAST OF A 24 INCH OAK TREE, 6
 CR0563'FEET NORTHEAST OF A FENCE CORNER, 3 FEET NORTHEAST OF A 4X4 MARKER
 CR0563'POST, 1 FOOT NORTHWEST OF A FENCE, A BRONZE DISK SET IN THE TOP OF A
 CR0563'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CR0563
 CR0563                          STATION RECOVERY (1977)
 CR0563
 CR0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CR0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0781 ***********************************************************************
 CS0781  DESIGNATION -  L 397
 CS0781  PID         -  CS0781
 CS0781  STATE/COUNTY-  TX/ELLIS
 CS0781  USGS QUAD   -  BRISTOL (1962)
 CS0781
 CS0781                         *CURRENT SURVEY CONTROL
 CS0781  ___________________________________________________________________
 CS0781* NAD 83(1986)-  32 23 49.     (N)    096 36 01.     (W)     SCALED    
 CS0781* NAVD 88     -       139.656  (meters)     458.19   (feet)  ADJUSTED  
 CS0781  ___________________________________________________________________
 CS0781  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CS0781  DYNAMIC HT  -         139.495 (meters)     457.66  (feet)  COMP
 CS0781  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 CS0781
 CS0781  VERT ORDER  -  SECOND    CLASS 0
 CS0781
 CS0781.The horizontal coordinates were scaled from a topographic map and have
 CS0781.an estimated accuracy of +/- 6 seconds.
 CS0781
 CS0781.The orthometric height was determined by differential leveling
 CS0781.and adjusted by the National Geodetic Survey in June 1991..
 CS0781
 CS0781.The geoid height was determined by GEOID03.
 CS0781
 CS0781.The dynamic height is computed by dividing the NAVD 88
 CS0781.geopotential number by the normal gravity value computed on the
 CS0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0781.degrees latitude (g = 980.6199 gals.).
 CS0781
 CS0781.The modeled gravity was interpolated from observed gravity values.
 CS0781
 CS0781;                    North         East    Units  Estimated Accuracy
 CS0781;SPC TXNC     - 2,082,600.      778,710.      MT  (+/- 180 meters Scaled)
 CS0781
 CS0781                          SUPERSEDED SURVEY CONTROL
 CS0781
 CS0781  NGVD 29 (??/??/92)  139.656  (m)          458.19   (f) ADJ UNCH    2 0
 CS0781
 CS0781.Superseded values are not recommended for survey control.
 CS0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0781.See file dsdata.txt to determine how the superseded data were derived.
 CS0781
 CS0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA257869(NAD 83)
 CS0781_MARKER: DB = BENCH MARK DISK
 CS0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0781_STAMPING: L 397 1947
 CS0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0781+STABILITY: SURFACE MOTION
 CS0781
 CS0781  HISTORY     - Date     Condition        Report By
 CS0781  HISTORY     - 1947     MONUMENTED       CGS
 CS0781
 CS0781                          STATION DESCRIPTION
 CS0781
 CS0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0781'5.8 MI NE FROM ENNIS.
 CS0781'1.9 MILE NORTHWEST ALONG U.S. HIGHWAY NO.75 FROM THE JUNCTION OF U.S.
 CS0781'HIGHWAY NO.75 AND STATE HIGHWAY NO.34 AT ENNIS, TO A CONCRETE OVER
 CS0781'PASS WHICH IS OVER AN OLD ABANDONED TEXAS AND NEW ORLEANS RAILROAD
 CS0781'RIGHT-OF-WAY, THENCE 3.9 MILES NORTHEAST ALONG THE ABANDONED RAILROAD
 CS0781'BED, BENCH MARK IS 1.2 MILE SOUTHWEST OF THE ONLY BRICK BUILDING AT
 CS0781'CRISP, ON A KNOLL ABOUT MIDWAY BETWEEN TWO LARGE WASHES WHICH CROSS
 CS0781'THE OLD RAILROAD BED AND ARE ABOUT 0.2 MILE APART, 32.0 FEET SOUTHEAST
 CS0781'OF THE CENTER OF THE OLD RAILROAD BED, 13.5 FEET NORTHWEST OF THE
 CS0781'SOUTHEAST RIGHT-OF-WAY FENCE, 4.5 FEET WEST OF TELEPHONE POLE NO.1320,
 CS0781'(THIS POLE HAS A GUY WIRE BRACE AND IS AT AN ANGLE IN THE TELEPHONE
 CS0781'LINE), 2.5 FEET NORTHEAST OF A REFERENCE POST, SET IN A CONCRETE POST
 CS0781'ABOUT THE SAME ELEVATION AS THE OLD RAILROAD BED AND PROJECTING 0.4
 CS0781'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2042 ***********************************************************************
 BY2042  DESIGNATION -  L 398
 BY2042  PID         -  BY2042
 BY2042  STATE/COUNTY-  TX/ANDERSON
 BY2042  USGS QUAD   -  LONG LAKE (1964)
 BY2042
 BY2042                         *CURRENT SURVEY CONTROL
 BY2042  ___________________________________________________________________
 BY2042* NAD 83(1986)-  31 39 32.     (N)    095 45 34.     (W)     SCALED    
 BY2042* NAVD 88     -        73.887  (meters)     242.41   (feet)  ADJUSTED  
 BY2042  ___________________________________________________________________
 BY2042  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BY2042  DYNAMIC HT  -          73.797 (meters)     242.12  (feet)  COMP
 BY2042  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 BY2042
 BY2042  VERT ORDER  -  FIRST     CLASS II
 BY2042
 BY2042.The horizontal coordinates were scaled from a topographic map and have
 BY2042.an estimated accuracy of +/- 6 seconds.
 BY2042
 BY2042.The orthometric height was determined by differential leveling
 BY2042.and adjusted by the National Geodetic Survey in June 1991..
 BY2042
 BY2042.The geoid height was determined by GEOID03.
 BY2042
 BY2042.The dynamic height is computed by dividing the NAVD 88
 BY2042.geopotential number by the normal gravity value computed on the
 BY2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2042.degrees latitude (g = 980.6199 gals.).
 BY2042
 BY2042.The modeled gravity was interpolated from observed gravity values.
 BY2042
 BY2042;                    North         East    Units  Estimated Accuracy
 BY2042;SPC TX C     - 3,229,770.    1,133,650.      MT  (+/- 180 meters Scaled)
 BY2042
 BY2042                          SUPERSEDED SURVEY CONTROL
 BY2042
 BY2042  NGVD 29 (??/??/92)   73.866  (m)          242.34   (f) ADJ UNCH    1 2
 BY2042
 BY2042.Superseded values are not recommended for survey control.
 BY2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2042.See file dsdata.txt to determine how the superseded data were derived.
 BY2042
 BY2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR383059(NAD 83)
 BY2042_MARKER: DB = BENCH MARK DISK
 BY2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2042_STAMPING: L 398 1947
 BY2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2042+STABILITY: SURFACE MOTION
 BY2042
 BY2042  HISTORY     - Date     Condition        Report By
 BY2042  HISTORY     - 1947     MONUMENTED       CGS
 BY2042  HISTORY     - 1960     POOR             NGS
 BY2042  HISTORY     - 1980     MARK NOT FOUND   NGS
 BY2042
 BY2042                          STATION DESCRIPTION
 BY2042
 BY2042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY2042'10.3 MI SW FROM PALESTINE.
 BY2042'THIS MARK WAS RECOVERED FIRMLY IN PLACE BUT HAVING ABOUT HALF OF THE
 BY2042'DISK SHEARED OFF.  THE HIGHWAY HAS BEEN CHANGED AND A REVISED
 BY2042'DESCRIPTION IS AS FOLLOWS.  THE MARK IS REACHED FROM THE DEPOT IN
 BY2042'PALESTINE BY GOING SOUTHWEST 0.8 MILE TO THE JUNCTION WITH HIGHWAY
 BY2042'NOS.84 AND 79.  THEN GO SOUTHWEST ALONG THE HIGHWAY 09.6 MILES TO THE
 BY2042'MARK ON THE LEFT.  A DISK (DAMAGED) WITH 1947 SHOWING, IN A CONCRETE
 BY2042'POST PROJECTING ABOUT 3 INCHES 3 FEET NORTHWEST OF A POWER POLE, 1
 BY2042'FOOT SOUTHEAST OF A 4 X 5 WITNESS POLE.  IT IS IN THE LINE BETWEEN THE
 BY2042'HIGHWAY AND THE RAILROAD, 35 FEET NORTHWEST OF THE NORTHWEST RAIL AND
 BY2042'192 FEET NORTHEAST OF SEMAPHORE NO.107-108 AND ALONG A SOUTHWEST SLOPE
 BY2042'OF A DIVIDE.  NOTE-- DAMAGED BUT FIRM IN PLACE.
 BY2042
 BY2042                          STATION RECOVERY (1980)
 BY2042
 BY2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY2042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2285 ***********************************************************************
 BY2285  DESIGNATION -  L 399
 BY2285  PID         -  BY2285
 BY2285  STATE/COUNTY-  TX/ANDERSON
 BY2285  USGS QUAD   -  CAYUGA (1982)
 BY2285
 BY2285                         *CURRENT SURVEY CONTROL
 BY2285  ___________________________________________________________________
 BY2285* NAD 83(1986)-  31 58 27.     (N)    095 58 24.     (W)     SCALED    
 BY2285* NAVD 88     -       102.287  (meters)     335.59   (feet)  ADJUSTED  
 BY2285  ___________________________________________________________________
 BY2285  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 BY2285  DYNAMIC HT  -         102.166 (meters)     335.19  (feet)  COMP
 BY2285  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 BY2285
 BY2285  VERT ORDER  -  SECOND    CLASS 0
 BY2285
 BY2285.The horizontal coordinates were scaled from a topographic map and have
 BY2285.an estimated accuracy of +/- 6 seconds.
 BY2285
 BY2285.The orthometric height was determined by differential leveling
 BY2285.and adjusted by the National Geodetic Survey in June 1991..
 BY2285
 BY2285.The geoid height was determined by GEOID03.
 BY2285
 BY2285.The dynamic height is computed by dividing the NAVD 88
 BY2285.geopotential number by the normal gravity value computed on the
 BY2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2285.degrees latitude (g = 980.6199 gals.).
 BY2285
 BY2285.The modeled gravity was interpolated from observed gravity values.
 BY2285
 BY2285;                    North         East    Units  Estimated Accuracy
 BY2285;SPC TX C     - 3,263,890.    1,112,010.      MT  (+/- 180 meters Scaled)
 BY2285
 BY2285                          SUPERSEDED SURVEY CONTROL
 BY2285
 BY2285  NGVD 29 (??/??/92)  102.285  (m)          335.58   (f) ADJ UNCH    2 0
 BY2285
 BY2285.Superseded values are not recommended for survey control.
 BY2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2285.See file dsdata.txt to determine how the superseded data were derived.
 BY2285
 BY2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR190414(NAD 83)
 BY2285_MARKER: DB = BENCH MARK DISK
 BY2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2285_STAMPING: L 399 1947
 BY2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2285+STABILITY: SURFACE MOTION
 BY2285
 BY2285  HISTORY     - Date     Condition        Report By
 BY2285  HISTORY     - 1947     MONUMENTED       CGS
 BY2285  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2285
 BY2285                          STATION DESCRIPTION
 BY2285
 BY2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2285'1.4 MI N FROM CAYUGA.
 BY2285'ALONG AN OIL ROAD.  1.4 MILES NORTH OF CAYUGA POST OFFICE.  AT CAYUGA
 BY2285'SCHOOL.  NEAR THE NORTHEAST CORNER OF THE SCHOOL YARD.  57 FEET
 BY2285'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING.  32 FEET
 BY2285'WEST OF THE CENTER OF THE ROAD.  10 FEET SOUTH OF A CORNER FENCE POST.
 BY2285'2 FEET NORTH OF WITNESS POST.
 BY2285
 BY2285                          STATION RECOVERY (1977)
 BY2285
 BY2285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0798 ***********************************************************************
 BZ0798  DESIGNATION -  L 4
 BZ0798  PID         -  BZ0798
 BZ0798  STATE/COUNTY-  TX/BELL
 BZ0798  USGS QUAD   -  TEMPLE (1993)
 BZ0798
 BZ0798                         *CURRENT SURVEY CONTROL
 BZ0798  ___________________________________________________________________
 BZ0798* NAD 83(1986)-  31 05 12.     (N)    097 20 15.     (W)     SCALED    
 BZ0798* NAVD 88     -       205.319  (meters)     673.62   (feet)  ADJUSTED  
 BZ0798  ___________________________________________________________________
 BZ0798  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BZ0798  DYNAMIC HT  -         205.048 (meters)     672.73  (feet)  COMP
 BZ0798  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 BZ0798
 BZ0798  VERT ORDER  -  FIRST     CLASS II
 BZ0798
 BZ0798.The horizontal coordinates were scaled from a topographic map and have
 BZ0798.an estimated accuracy of +/- 6 seconds.
 BZ0798
 BZ0798.The orthometric height was determined by differential leveling
 BZ0798.and adjusted by the National Geodetic Survey in June 1991..
 BZ0798.WARNING-Repeat measurements at this control monument indicate possible
 BZ0798.vertical movement.
 BZ0798
 BZ0798.The geoid height was determined by GEOID03.
 BZ0798
 BZ0798.The dynamic height is computed by dividing the NAVD 88
 BZ0798.geopotential number by the normal gravity value computed on the
 BZ0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0798.degrees latitude (g = 980.6199 gals.).
 BZ0798
 BZ0798.The modeled gravity was interpolated from observed gravity values.
 BZ0798
 BZ0798;                    North         East    Units  Estimated Accuracy
 BZ0798;SPC TX C     - 3,161,260.      985,790.      MT  (+/- 180 meters Scaled)
 BZ0798
 BZ0798                          SUPERSEDED SURVEY CONTROL
 BZ0798
 BZ0798  NGVD 29 (??/??/92)  205.250  (m)          673.39   (f) ADJ UNCH    1 2
 BZ0798
 BZ0798.Superseded values are not recommended for survey control.
 BZ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0798.See file dsdata.txt to determine how the superseded data were derived.
 BZ0798
 BZ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV585403(NAD 83)
 BZ0798_MARKER: DB = BENCH MARK DISK
 BZ0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0798_SP_SET: STONE
 BZ0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0798+STABILITY: SURFACE MOTION
 BZ0798
 BZ0798  HISTORY     - Date     Condition        Report By
 BZ0798  HISTORY     - UNK      MONUMENTED       CGS
 BZ0798  HISTORY     - 1938     GOOD             NGS
 BZ0798  HISTORY     - 1980     MARK NOT FOUND   NGS
 BZ0798  HISTORY     - 1983     MARK NOT FOUND   NGS
 BZ0798  HISTORY     - 19950716 MARK NOT FOUND   USPSQD
 BZ0798  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0798  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BZ0798
 BZ0798                          STATION DESCRIPTION
 BZ0798
 BZ0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 BZ0798'0.6 MI S FROM TEMPLE.
 BZ0798'ABOUT 0.6 MILE SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD OF TEXAS
 BZ0798'FROM TEMPLE, BELL COUNTY, AT THE CROSSING OF THE M.K.T.R.R. OF T. AND
 BZ0798'THE GULF, COLORADO, SANTA FE RAILWAY, ABOUT 40 FEET NORTH OF THE G.C.
 BZ0798'AND S.F. RY. TRACK, ABOUT 50 FEET SOUTH OF A TAR TANK, ABOUT 40 FEET
 BZ0798'EAST OF A SMALL RAILROAD BUILDING, AND 9 FEET SOUTH OF A GUYED POLE.
 BZ0798'THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A STONE POST, MARKED U S B
 BZ0798'M.
 BZ0798
 BZ0798                          STATION RECOVERY (1980)
 BZ0798
 BZ0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0798'MARK NOT FOUND.
 BZ0798
 BZ0798                          STATION RECOVERY (1983)
 BZ0798
 BZ0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0798'MARK NOT FOUND.
 BZ0798
 BZ0798                          STATION RECOVERY (1995)
 BZ0798
 BZ0798'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0798'MARK NOT FOUND.
 BZ0798
 BZ0798                          STATION RECOVERY (2001)
 BZ0798
 BZ0798'RECOVERY NOTE BY US POWER SQUADRON 2001 (RTK)
 BZ0798'MARK NOT FOUND.
 BZ0798
 BZ0798                          STATION RECOVERY (2003)
 BZ0798
 BZ0798'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 BZ0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0343 ***********************************************************************
 CD0343  DESIGNATION -  L 4 USGS
 CD0343  PID         -  CD0343
 CD0343  STATE/COUNTY-  TX/CULBERSON
 CD0343  USGS QUAD   -  BITTER WELL MOUNTAIN (1973)
 CD0343
 CD0343                         *CURRENT SURVEY CONTROL
 CD0343  ___________________________________________________________________
 CD0343* NAD 83(1986)-  31 34 47.     (N)    104 51 14.     (W)     SCALED    
 CD0343* NAVD 88     -      1105.374  (meters)    3626.55   (feet)  ADJUSTED  
 CD0343  ___________________________________________________________________
 CD0343  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CD0343  DYNAMIC HT  -        1103.686 (meters)    3621.01  (feet)  COMP
 CD0343  MODELED GRAV-     979,075.4   (mgal)                       NAVD 88
 CD0343
 CD0343  VERT ORDER  -  SECOND    CLASS 0
 CD0343
 CD0343.The horizontal coordinates were scaled from a topographic map and have
 CD0343.an estimated accuracy of +/- 6 seconds.
 CD0343
 CD0343.The orthometric height was determined by differential leveling
 CD0343.and adjusted by the National Geodetic Survey in June 1991..
 CD0343
 CD0343.The geoid height was determined by GEOID03.
 CD0343
 CD0343.The dynamic height is computed by dividing the NAVD 88
 CD0343.geopotential number by the normal gravity value computed on the
 CD0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0343.degrees latitude (g = 980.6199 gals.).
 CD0343
 CD0343.The modeled gravity was interpolated from observed gravity values.
 CD0343
 CD0343;                    North         East    Units  Estimated Accuracy
 CD0343;SPC TX C     - 3,220,790.      271,050.      MT  (+/- 180 meters Scaled)
 CD0343
 CD0343                          SUPERSEDED SURVEY CONTROL
 CD0343
 CD0343  NGVD 29 (??/??/92) 1104.875  (m)         3624.91   (f) ADJ UNCH    2 0
 CD0343
 CD0343.Superseded values are not recommended for survey control.
 CD0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0343.See file dsdata.txt to determine how the superseded data were derived.
 CD0343
 CD0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ138938(NAD 83)
 CD0343_MARKER: DD = SURVEY DISK
 CD0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0343_STAMPING: L-4-1933-3626
 CD0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0343+STABILITY: SURFACE MOTION
 CD0343
 CD0343  HISTORY     - Date     Condition        Report By
 CD0343  HISTORY     - 1933     MONUMENTED       USGS
 CD0343  HISTORY     - 1934     GOOD             NGS
 CD0343  HISTORY     - 1958     MARK NOT FOUND   NGS
 CD0343
 CD0343                          STATION DESCRIPTION
 CD0343
 CD0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CD0343'40.4 MI N FROM VAN HORN.
 CD0343'40.4 MI. N. ALONG STATE NO. 54 1.0 MI. S. OF THE TOP OF A GRADE, AND
 CD0343'33 FT. W. OF THE CENTER LINE OF THE HWY.
 CD0343
 CD0343                          STATION RECOVERY (1958)
 CD0343
 CD0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CD0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2338 ***********************************************************************
 BY2338  DESIGNATION -  L 400
 BY2338  PID         -  BY2338
 BY2338  STATE/COUNTY-  TX/FREESTONE
 BY2338  USGS QUAD   -  BUTLER (1964)
 BY2338
 BY2338                         *CURRENT SURVEY CONTROL
 BY2338  ___________________________________________________________________
 BY2338* NAD 83(1986)-  31 44 57.     (N)    095 53 57.     (W)     SCALED    
 BY2338* NAVD 88     -        68.756  (meters)     225.58   (feet)  ADJUSTED  
 BY2338  ___________________________________________________________________
 BY2338  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 BY2338  DYNAMIC HT  -          68.674 (meters)     225.31  (feet)  COMP
 BY2338  MODELED GRAV-     979,444.3   (mgal)                       NAVD 88
 BY2338
 BY2338  VERT ORDER  -  SECOND    CLASS 0
 BY2338
 BY2338.The horizontal coordinates were scaled from a topographic map and have
 BY2338.an estimated accuracy of +/- 6 seconds.
 BY2338
 BY2338.The orthometric height was determined by differential leveling
 BY2338.and adjusted by the National Geodetic Survey in June 1991..
 BY2338
 BY2338.The geoid height was determined by GEOID03.
 BY2338
 BY2338.The dynamic height is computed by dividing the NAVD 88
 BY2338.geopotential number by the normal gravity value computed on the
 BY2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY2338.degrees latitude (g = 980.6199 gals.).
 BY2338
 BY2338.The modeled gravity was interpolated from observed gravity values.
 BY2338
 BY2338;                    North         East    Units  Estimated Accuracy
 BY2338;SPC TX C     - 3,239,240.    1,120,010.      MT  (+/- 180 meters Scaled)
 BY2338
 BY2338                          SUPERSEDED SURVEY CONTROL
 BY2338
 BY2338  NGVD 29 (??/??/92)   68.741  (m)          225.53   (f) ADJ UNCH    2 0
 BY2338
 BY2338.Superseded values are not recommended for survey control.
 BY2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2338.See file dsdata.txt to determine how the superseded data were derived.
 BY2338
 BY2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR253162(NAD 83)
 BY2338_MARKER: DB = BENCH MARK DISK
 BY2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2338_STAMPING: L 400 1947
 BY2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2338+STABILITY: SURFACE MOTION
 BY2338
 BY2338  HISTORY     - Date     Condition        Report By
 BY2338  HISTORY     - 1947     MONUMENTED       CGS
 BY2338
 BY2338                          STATION DESCRIPTION
 BY2338
 BY2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2338'14.9 MI NW FROM LONG LAKE.
 BY2338'3.0 MILES WEST ALONG U.S. HIGHWAY NO. 84 FROM THE RAILROAD WATER TANK
 BY2338'AT LONG LAKE THENCE 9.0 MILES NORTHWEST ALONG A COUNTY ROAD TO SAND
 BY2338'HILL SCHOOL THENCE 1.0 MILES NORTH ALONG A COUNTY ROAD THENCE 1.9
 BY2338'MILES EAST ALONG THE RIGHT-OF-WAY OF THE HUMBLE OIL CO. PIPE LINE. 1.3
 BY2338'MILES WEST OF A FOOT BRIDGE OVER TRINITY RIVER.  ON THE F. E. HILL CO.
 BY2338'FARM.  NEAR A LARGE OAK TREE.  ABOUT 350 FEET NORTH OF THE PIPE LINE
 BY2338'RIGHT-OF-WAY.  18 FEET NORTH OF THE CENTER OF A FARM ROAD. 10 FEET
 BY2338'EAST OF AN OLD WELL.  9 FEET SOUTH OF A 4 FOOT OAK TREE.  2 FEET WEST
 BY2338'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2184 ***********************************************************************
 BY2184  DESIGNATION -  L 401
 BY2184  PID         -  BY2184
 BY2184  STATE/COUNTY-  TX/ANDERSON
 BY2184  USGS QUAD   -  INDIAN LAKE (1982)
 BY2184
 BY2184                         *CURRENT SURVEY CONTROL
 BY2184  ___________________________________________________________________
 BY2184* NAD 83(1986)-  31 31 50.     (N)    095 41 07.     (W)     SCALED    
 BY2184* NAVD 88     -        85.79   (+/-2cm)     281.5    (feet)  VERTCON   
 BY2184  ___________________________________________________________________
 BY2184  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BY2184
 BY2184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2184
 BY2184.The horizontal coordinates were scaled from a topographic map and have
 BY2184.an estimated accuracy of +/- 6 seconds.
 BY2184
 BY2184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2184.The vertical order pertains to the NGVD 29 superseded value.
 BY2184
 BY2184.The geoid height was determined by GEOID03.
 BY2184
 BY2184;                    North         East    Units  Estimated Accuracy
 BY2184;SPC TX C     - 3,215,850.    1,141,270.      MT  (+/- 180 meters Scaled)
 BY2184
 BY2184                          SUPERSEDED SURVEY CONTROL
 BY2184
 BY2184  NGVD 29 (??/??/92)   85.773  (m)          281.41   (f) ADJ UNCH    2 0
 BY2184
 BY2184.Superseded values are not recommended for survey control.
 BY2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2184.See file dsdata.txt to determine how the superseded data were derived.
 BY2184
 BY2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ450915(NAD 83)
 BY2184_MARKER: DB = BENCH MARK DISK
 BY2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2184_STAMPING: L 401 1947
 BY2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2184+STABILITY: SURFACE MOTION
 BY2184
 BY2184  HISTORY     - Date     Condition        Report By
 BY2184  HISTORY     - 1947     MONUMENTED       CGS
 BY2184  HISTORY     - 1977     MARK NOT FOUND   USGS
 BY2184
 BY2184                          STATION DESCRIPTION
 BY2184
 BY2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2184'15.8 MI SW FROM ELKHART.
 BY2184'TO REACH FROM THE ELKHART STATE BANK AT ELKHART GO WEST 5.1 MILES
 BY2184'ALONG STATE HIGHWAY NO.294, THENCE SOUTH 4.6 MILES ALONG A GRADED DIRT
 BY2184'ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE SOUTHWEST
 BY2184'4.7 MILES ALONG AN ASPHALT ROAD, THENCE SOUTHWEST 0.3 MILE ALONG A
 BY2184'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS 35.6 FEET EAST OF AND
 BY2184'ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 32.9 FEET WEST
 BY2184'OF A SIXTEEN INCH OAK TREE, 6.0 FEET EAST OF A FENCE AND 1.0 FOOT
 BY2184'SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BY2184'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 BY2184
 BY2184                          STATION RECOVERY (1977)
 BY2184
 BY2184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BY2184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1764 ***********************************************************************
 BY1764  DESIGNATION -  L 402
 BY1764  PID         -  BY1764
 BY1764  STATE/COUNTY-  TX/LEON
 BY1764  USGS QUAD   -  LAKE LEON (1964)
 BY1764
 BY1764                         *CURRENT SURVEY CONTROL
 BY1764  ___________________________________________________________________
 BY1764* NAD 83(1986)-  31 24 28.     (N)    095 45 55.     (W)     SCALED    
 BY1764* NAVD 88     -        58.65   (+/-2cm)     192.4    (feet)  VERTCON   
 BY1764  ___________________________________________________________________
 BY1764  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BY1764
 BY1764  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1764
 BY1764.The horizontal coordinates were scaled from a topographic map and have
 BY1764.an estimated accuracy of +/- 6 seconds.
 BY1764
 BY1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1764.The vertical order pertains to the NGVD 29 superseded value.
 BY1764
 BY1764.The geoid height was determined by GEOID03.
 BY1764
 BY1764;                    North         East    Units  Estimated Accuracy
 BY1764;SPC TX C     - 3,201,930.    1,134,240.      MT  (+/- 180 meters Scaled)
 BY1764
 BY1764                          SUPERSEDED SURVEY CONTROL
 BY1764
 BY1764  NGVD 29 (??/??/92)   58.636  (m)          192.37   (f) ADJ UNCH    2 0
 BY1764
 BY1764.Superseded values are not recommended for survey control.
 BY1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1764.See file dsdata.txt to determine how the superseded data were derived.
 BY1764
 BY1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ370781(NAD 83)
 BY1764_MARKER: DB = BENCH MARK DISK
 BY1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1764_STAMPING: L 204 1947
 BY1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1764+STABILITY: SURFACE MOTION
 BY1764
 BY1764  HISTORY     - Date     Condition        Report By
 BY1764  HISTORY     - 1947     MONUMENTED       CGS
 BY1764  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1764
 BY1764                          STATION DESCRIPTION
 BY1764
 BY1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1764'6.0 MI E FROM NINEVEH.
 BY1764'TO REACH FROM THE POST OFFICE AT NINEVEH GO SOUTHEAST 3.5 MILES ALONG
 BY1764'A GRADED DIRT ROAD, THENCE NORTHERLY 2.5 MILES ALONG A GRADED DIRT
 BY1764'ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 120 YARDS NORTHEAST OF A
 BY1764'SMALL WOODEN BRIDGE, 49.8 FEET SOUTH OF A SIXTEEN INCH OAK TREE, 41.0
 BY1764'FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 BY1764'3.0 FEET NORTHWEST OF A FENCE AND 1.5 FEET NORTH OF A 4X4 IN. MARKER
 BY1764'POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST
 BY1764'WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.  NOTE-- SITE OF MARK NOW
 BY1764'ABOUT 200 FEET NORTHWEST OF FM ROAD NO. 342.  THE OLD BRIDGE DESCRIBED
 BY1764'STILL REMAINS, BUT SITE HAS BEEN CLEARED OF TIMBER AND MARK MAY HAVE
 BY1764'BEEN DESTROYED BY CLEARING OPERATIONS.
 BY1764
 BY1764                          STATION RECOVERY (1964)
 BY1764
 BY1764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0472 ***********************************************************************
 BZ0472  DESIGNATION -  L 403
 BZ0472  PID         -  BZ0472
 BZ0472  STATE/COUNTY-  TX/LEON
 BZ0472  USGS QUAD   -  SPRING SEAT (1982)
 BZ0472
 BZ0472                         *CURRENT SURVEY CONTROL
 BZ0472  ___________________________________________________________________
 BZ0472* NAD 83(1986)-  31 14 47.     (N)    096 03 04.     (W)     SCALED    
 BZ0472* NAVD 88     -       150.29   (+/-2cm)     493.1    (feet)  VERTCON   
 BZ0472  ___________________________________________________________________
 BZ0472  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BZ0472
 BZ0472  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0472
 BZ0472.The horizontal coordinates were scaled from a topographic map and have
 BZ0472.an estimated accuracy of +/- 6 seconds.
 BZ0472
 BZ0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0472.The vertical order pertains to the NGVD 29 superseded value.
 BZ0472
 BZ0472.The geoid height was determined by GEOID03.
 BZ0472
 BZ0472;                    North         East    Units  Estimated Accuracy
 BZ0472;SPC TX C     - 3,182,970.    1,107,770.      MT  (+/- 180 meters Scaled)
 BZ0472
 BZ0472                          SUPERSEDED SURVEY CONTROL
 BZ0472
 BZ0472  NGVD 29 (??/??/92)  150.263  (m)          492.99   (f) ADJ UNCH    2 0
 BZ0472
 BZ0472.Superseded values are not recommended for survey control.
 BZ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0472.See file dsdata.txt to determine how the superseded data were derived.
 BZ0472
 BZ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV808606(NAD 83)
 BZ0472_MARKER: DB = BENCH MARK DISK
 BZ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0472_STAMPING: L 403 1947
 BZ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0472+STABILITY: SURFACE MOTION
 BZ0472
 BZ0472  HISTORY     - Date     Condition        Report By
 BZ0472  HISTORY     - 1947     MONUMENTED       CGS
 BZ0472
 BZ0472                          STATION DESCRIPTION
 BZ0472
 BZ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0472'4.8 MI W FROM CENTERVILLE.
 BZ0472'ABOUT 4.8 MILES WEST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BZ0472'CENTERVILLE, AT THE SOUTHEAST CORNER OF A CHURCH YARD, ABOUT 78 YARDS
 BZ0472'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 70.7 FEET NORTH OF
 BZ0472'AND ABOUT 4.0 FEET HIGHER THAN THE CENTE LINE OF THE HIGHWAY, 42.0
 BZ0472'FEET NORTHEAST OF A FENCE CORNER, 26.0 FEET WEST OF A POWER POLE AND
 BZ0472'IN LINE WITH A ROW OF POLES NORTH OF THE HIGHWAY, 2.0 FEET SOUTHWEST
 BZ0472'OF A FENCE AND 1.0 FFOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 BZ0472'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BZ0472'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS1103 ***********************************************************************
 CS1103  DESIGNATION -  L 404
 CS1103  PID         -  CS1103
 CS1103  STATE/COUNTY-  TX/DALLAS
 CS1103  USGS QUAD   -  DUNCANVILLE (1981)
 CS1103
 CS1103                         *CURRENT SURVEY CONTROL
 CS1103  ___________________________________________________________________
 CS1103* NAD 83(1986)-  32 43 13.     (N)    096 53 46.     (W)     SCALED    
 CS1103* NAVD 88     -       202.175  (meters)     663.30   (feet)  ADJUSTED  
 CS1103  ___________________________________________________________________
 CS1103  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CS1103  DYNAMIC HT  -         201.941 (meters)     662.53  (feet)  COMP
 CS1103  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 CS1103
 CS1103  VERT ORDER  -  FIRST     CLASS II
 CS1103
 CS1103.The horizontal coordinates were scaled from a topographic map and have
 CS1103.an estimated accuracy of +/- 6 seconds.
 CS1103
 CS1103.The orthometric height was determined by differential leveling
 CS1103.and adjusted by the National Geodetic Survey in June 1991..
 CS1103
 CS1103.The geoid height was determined by GEOID03.
 CS1103
 CS1103.The dynamic height is computed by dividing the NAVD 88
 CS1103.geopotential number by the normal gravity value computed on the
 CS1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS1103.degrees latitude (g = 980.6199 gals.).
 CS1103
 CS1103.The modeled gravity was interpolated from observed gravity values.
 CS1103
 CS1103;                    North         East    Units  Estimated Accuracy
 CS1103;SPC TXNC     - 2,117,980.      750,340.      MT  (+/- 180 meters Scaled)
 CS1103
 CS1103                          SUPERSEDED SURVEY CONTROL
 CS1103
 CS1103  NGVD 29 (??/??/92)  202.184  (m)          663.33   (f) ADJ UNCH    1 2
 CS1103
 CS1103.Superseded values are not recommended for survey control.
 CS1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS1103.See file dsdata.txt to determine how the superseded data were derived.
 CS1103
 CS1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPB971222(NAD 83)
 CS1103_MARKER: DB = BENCH MARK DISK
 CS1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS1103_STAMPING: L 404 1947
 CS1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS1103+STABILITY: SURFACE MOTION
 CS1103
 CS1103  HISTORY     - Date     Condition        Report By
 CS1103  HISTORY     - 1947     MONUMENTED       CGS
 CS1103  HISTORY     - 1966     MARK NOT FOUND   NGS
 CS1103  HISTORY     - 20031110 MARK NOT FOUND   USPSQD
 CS1103
 CS1103                          STATION DESCRIPTION
 CS1103
 CS1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS1103'8.2 MI SW FROM DALLAS.
 CS1103'AT THE FLIERS FIELD AIRPORT, NEAR THE CENTER OF THE SOUTH SIDE OF THE
 CS1103'FIELD, ABOUT 0.2 MILE EAST OF THE OFFICE BUILDING, 37.5 FEET NORTH OF
 CS1103'AND ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE OF MOUNTAIN LAKE ROAD,
 CS1103'37.2 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A FENCE AND 1.0
 CS1103'FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN
 CS1103'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 CS1103
 CS1103                          STATION RECOVERY (1966)
 CS1103
 CS1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CS1103'MARK NOT FOUND.
 CS1103
 CS1103                          STATION RECOVERY (2003)
 CS1103
 CS1103'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLJ)
 CS1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1786 ***********************************************************************
 BY1786  DESIGNATION -  L 405
 BY1786  PID         -  BY1786
 BY1786  STATE/COUNTY-  TX/HOUSTON
 BY1786  USGS QUAD   -  STANMIRE LAKE (1964)
 BY1786
 BY1786                         *CURRENT SURVEY CONTROL
 BY1786  ___________________________________________________________________
 BY1786* NAD 83(1986)-  31 27 25.     (N)    095 41 37.     (W)     SCALED    
 BY1786* NAVD 88     -        78.08   (+/-2cm)     256.2    (feet)  VERTCON   
 BY1786  ___________________________________________________________________
 BY1786  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BY1786
 BY1786  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1786
 BY1786.The horizontal coordinates were scaled from a topographic map and have
 BY1786.an estimated accuracy of +/- 6 seconds.
 BY1786
 BY1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1786.The vertical order pertains to the NGVD 29 superseded value.
 BY1786
 BY1786.The geoid height was determined by GEOID03.
 BY1786
 BY1786;                    North         East    Units  Estimated Accuracy
 BY1786;SPC TX C     - 3,207,660.    1,140,820.      MT  (+/- 180 meters Scaled)
 BY1786
 BY1786                          SUPERSEDED SURVEY CONTROL
 BY1786
 BY1786  NGVD 29 (??/??/92)   78.073  (m)          256.14   (f) ADJ UNCH    2 0
 BY1786
 BY1786.Superseded values are not recommended for survey control.
 BY1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1786.See file dsdata.txt to determine how the superseded data were derived.
 BY1786
 BY1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ440833(NAD 83)
 BY1786_MARKER: DB = BENCH MARK DISK
 BY1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1786_STAMPING: L 405 1947
 BY1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1786+STABILITY: SURFACE MOTION
 BY1786
 BY1786  HISTORY     - Date     Condition        Report By
 BY1786  HISTORY     - 1947     MONUMENTED       CGS
 BY1786
 BY1786                          STATION DESCRIPTION
 BY1786
 BY1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1786'17.9 MI W FROM GRAPELAND.
 BY1786'TO REACH FROM THE INTERNATIONAL-GREAT NORTHERN RAILROAD STATION AT
 BY1786'GRAPELAND GO NORTH 1 BLOCK ALONG MAIN STREET, THENCE SOUTHWESTERLY
 BY1786'13.6 MILES ALONG A GRADED DIRT ROAD, THENCE NORTHWESTERLY 4.3 MILES
 BY1786'ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A T
 BY1786'INTERSECTION, 73.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE
 BY1786'GUARD, 59.4 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 44.0
 BY1786'FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD LEADING
 BY1786'SOUTH, 7.7 FEET NORTH OF A TWELVE INCH HICKORY TREE, 3.6 FEET EAST OF
 BY1786'A FENCE AND 1.0 FOOT SOUTH OF A 4X4 IN. MARKER POST.  A BRONZE BENCH
 BY1786'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 BY1786'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2165 ***********************************************************************
 BY2165  DESIGNATION -  L 406
 BY2165  PID         -  BY2165
 BY2165  STATE/COUNTY-  TX/ANDERSON
 BY2165  USGS QUAD   -  SOUTHWEST PALESTINE (1982)
 BY2165
 BY2165                         *CURRENT SURVEY CONTROL
 BY2165  ___________________________________________________________________
 BY2165* NAD 83(1986)-  31 38 50.     (N)    095 40 18.     (W)     SCALED    
 BY2165* NAVD 88     -        91.52   (+/-2cm)     300.3    (feet)  VERTCON   
 BY2165  ___________________________________________________________________
 BY2165  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BY2165
 BY2165  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY2165
 BY2165.The horizontal coordinates were scaled from a topographic map and have
 BY2165.an estimated accuracy of +/- 6 seconds.
 BY2165
 BY2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2165.The vertical order pertains to the NGVD 29 superseded value.
 BY2165
 BY2165.The geoid height was determined by GEOID03.
 BY2165
 BY2165;                    North         East    Units  Estimated Accuracy
 BY2165;SPC TX C     - 3,228,820.    1,142,020.      MT  (+/- 180 meters Scaled)
 BY2165
 BY2165                          SUPERSEDED SURVEY CONTROL
 BY2165
 BY2165  NGVD 29 (??/??/92)   91.503  (m)          300.21   (f) ADJ UNCH    2 0
 BY2165
 BY2165.Superseded values are not recommended for survey control.
 BY2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2165.See file dsdata.txt to determine how the superseded data were derived.
 BY2165
 BY2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR466044(NAD 83)
 BY2165_MARKER: DB = BENCH MARK DISK
 BY2165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BY2165_SP_SET: CULVERT
 BY2165_STAMPING: L 406 1947
 BY2165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY2165
 BY2165  HISTORY     - Date     Condition        Report By
 BY2165  HISTORY     - 1947     MONUMENTED       CGS
 BY2165
 BY2165                          STATION DESCRIPTION
 BY2165
 BY2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY2165'6.4 MI W FROM ELKHART.
 BY2165'ABOUT 6.4 MILES WEST ALONG STATE HIGHWAY NO.294 FROM THE ELKHART STATE
 BY2165'BANK AT ELKHART, 24.0 FEET SOUTH OF AND ABOUT 4.0 FEET LOWER THAN THE
 BY2165'CENTER LINE OF THE HIGHWAY, ON TOP OF THE WEST END OF THE SOUTH
 BY2165'HEADWALL OF A 6 X 6 FT. CONCRETE CULVERT.  A BRONZE BENCH MARK DISK
 BY2165'SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0557 ***********************************************************************
 CS0557  DESIGNATION -  L 408
 CS0557  PID         -  CS0557
 CS0557  STATE/COUNTY-  TX/NAVARRO
 CS0557  USGS QUAD   -  CORSICANA (1978)
 CS0557
 CS0557                         *CURRENT SURVEY CONTROL
 CS0557  ___________________________________________________________________
 CS0557* NAD 83(1986)-  32 06 57.     (N)    096 28 00.     (W)     SCALED    
 CS0557* NAVD 88     -       140.115  (meters)     459.69   (feet)  ADJUSTED  
 CS0557  ___________________________________________________________________
 CS0557  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 CS0557  DYNAMIC HT  -         139.952 (meters)     459.16  (feet)  COMP
 CS0557  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 CS0557
 CS0557  VERT ORDER  -  SECOND    CLASS 0
 CS0557
 CS0557.The horizontal coordinates were scaled from a topographic map and have
 CS0557.an estimated accuracy of +/- 6 seconds.
 CS0557
 CS0557.The orthometric height was determined by differential leveling
 CS0557.and adjusted by the National Geodetic Survey in June 1991..
 CS0557
 CS0557.The geoid height was determined by GEOID03.
 CS0557
 CS0557.The dynamic height is computed by dividing the NAVD 88
 CS0557.geopotential number by the normal gravity value computed on the
 CS0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0557.degrees latitude (g = 980.6199 gals.).
 CS0557
 CS0557.The modeled gravity was interpolated from observed gravity values.
 CS0557
 CS0557;                    North         East    Units  Estimated Accuracy
 CS0557;SPC TXNC     - 2,051,670.      791,880.      MT  (+/- 180 meters Scaled)
 CS0557
 CS0557                          SUPERSEDED SURVEY CONTROL
 CS0557
 CS0557  NGVD 29 (??/??/92)  140.107  (m)          459.67   (f) ADJ UNCH    2 0
 CS0557
 CS0557.Superseded values are not recommended for survey control.
 CS0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0557.See file dsdata.txt to determine how the superseded data were derived.
 CS0557
 CS0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA390560(NAD 83)
 CS0557_MARKER: DB = BENCH MARK DISK
 CS0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0557_STAMPING: L 408 1947
 CS0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0557+STABILITY: SURFACE MOTION
 CS0557
 CS0557  HISTORY     - Date     Condition        Report By
 CS0557  HISTORY     - 1947     MONUMENTED       CGS
 CS0557
 CS0557                          STATION DESCRIPTION
 CS0557
 CS0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 CS0557'1.6 MI N FROM CORSICANA.
 CS0557'1.6 MILE NORTH ALONG U.S. HIGHWAY NO. 75 FROM THE JUNCTION OF U.S.
 CS0557'HIGHWAY NO. 75 AND STATE HIGHWAY NO. 31 AT CORSICANA, AT THE CORSICANA
 CS0557'75 AIRPORT, AT THE WIND TEE WHICH IS 0.1 MILE WEST OF THE ADMISTRATION
 CS0557'BUILDING, 3.2 FEET NORTH OF A 4-INCH IRON PIPE SUPPORTING THE WIND
 CS0557'TEE, 2.0 FEET SOUTH OF A REFERENCE POST, SET IN A CONCRETE POST
 CS0557'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY2326 ***********************************************************************
 BY2326  DESIGNATION -  L 409 RESET 1958
 BY2326  PID         -  BY2326
 BY2326  STATE/COUNTY-  TX/FREESTONE
 BY2326  USGS QUAD   -  LONG LAKE (1964)
 BY2326
 BY2326                         *CURRENT SURVEY CONTROL
 BY2326  ___________________________________________________________________
 BY2326* NAD 83(1986)-  31 39 09.     (N)    095 52 19.     (W)     SCALED    
 BY2326* NAVD 88     -        94.51   (+/-2cm)     310.1    (feet)  VERTCON   
 BY2326  ___________________________________________________________________
 BY2326  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 BY2326
 BY2326  VERT ORDER  -  THIRD (See Below)
 BY2326
 BY2326.The horizontal coordinates were scaled from a topographic map and have
 BY2326.an estimated accuracy of +/- 6 seconds.
 BY2326
 BY2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY2326.The vertical order pertains to the NGVD 29 superseded value.
 BY2326
 BY2326.The geoid height was determined by GEOID03.
 BY2326
 BY2326;                    North         East    Units  Estimated Accuracy
 BY2326;SPC TX C     - 3,228,630.    1,123,020.      MT  (+/- 180 meters Scaled)
 BY2326
 BY2326                          SUPERSEDED SURVEY CONTROL
 BY2326
 BY2326  NGVD 29 (??/??/??)   94.50   (m)          310.0    (f) RESET       3  
 BY2326
 BY2326.Superseded values are not recommended for survey control.
 BY2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY2326.See file dsdata.txt to determine how the superseded data were derived.
 BY2326
 BY2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTR276055(NAD 83)
 BY2326_MARKER: DB = BENCH MARK DISK
 BY2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY2326_STAMPING: L 409 RESET 1958
 BY2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY2326+STABILITY: SURFACE MOTION
 BY2326
 BY2326  HISTORY     - Date     Condition        Report By
 BY2326  HISTORY     - 1958     MONUMENTED       CGS
 BY2326
 BY2326                          STATION DESCRIPTION
 BY2326
 BY2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BY2326'17.3 MI SE FROM FAIRFIELD.
 BY2326'ABOUT 17.3 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 84 FROM THE COURT
 BY2326'HOUSE IN FAIRFIELD, 4.2 MILES WEST FROM THE JUNCTION OF U.S. HIGHWAYS
 BY2326'NOS 79 AND 84, 93 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 BY2326'HIGHWAY SURVEY STA. NO. 2038 + 23, 40 FEET NORTH OF A BARN, 20 FEET
 BY2326'WEST OF THE EAST FENCE OF A FARM YARD AND ABOUT 50 YARDS EAST OF THE
 BY2326'YELLOW BRICK HOUSE.  A STANDARD DISK STAMPED L 409 RESET 1958 IN A
 BY2326'CONCRETE POST PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0347 ***********************************************************************
 BZ0347  DESIGNATION -  L 410
 BZ0347  PID         -  BZ0347
 BZ0347  STATE/COUNTY-  TX/FREESTONE
 BZ0347  USGS QUAD   -  YOUNG (1982)
 BZ0347
 BZ0347                         *CURRENT SURVEY CONTROL
 BZ0347  ___________________________________________________________________
 BZ0347* NAD 83(1986)-  31 47 22.     (N)    096 00 19.     (W)     SCALED    
 BZ0347* NAVD 88     -       117.984  (meters)     387.09   (feet)  ADJUSTED  
 BZ0347  ___________________________________________________________________
 BZ0347  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BZ0347  DYNAMIC HT  -         117.843 (meters)     386.62  (feet)  COMP
 BZ0347  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 BZ0347
 BZ0347  VERT ORDER  -  SECOND    CLASS 0
 BZ0347
 BZ0347.The horizontal coordinates were scaled from a topographic map and have
 BZ0347.an estimated accuracy of +/- 6 seconds.
 BZ0347
 BZ0347.The orthometric height was determined by differential leveling
 BZ0347.and adjusted by the National Geodetic Survey in June 1991..
 BZ0347
 BZ0347.The geoid height was determined by GEOID03.
 BZ0347
 BZ0347.The dynamic height is computed by dividing the NAVD 88
 BZ0347.geopotential number by the normal gravity value computed on the
 BZ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0347.degrees latitude (g = 980.6199 gals.).
 BZ0347
 BZ0347.The modeled gravity was interpolated from observed gravity values.
 BZ0347
 BZ0347;                    North         East    Units  Estimated Accuracy
 BZ0347;SPC TX C     - 3,243,300.    1,109,790.      MT  (+/- 180 meters Scaled)
 BZ0347
 BZ0347                          SUPERSEDED SURVEY CONTROL
 BZ0347
 BZ0347  NGVD 29 (??/??/92)  117.972  (m)          387.05   (f) ADJ UNCH    2 0
 BZ0347
 BZ0347.Superseded values are not recommended for survey control.
 BZ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0347.See file dsdata.txt to determine how the superseded data were derived.
 BZ0347
 BZ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA835210(NAD 83)
 BZ0347_MARKER: DB = BENCH MARK DISK
 BZ0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0347_STAMPING: L 410 1947
 BZ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0347+STABILITY: SURFACE MOTION
 BZ0347
 BZ0347  HISTORY     - Date     Condition        Report By
 BZ0347  HISTORY     - 1947     MONUMENTED       CGS
 BZ0347
 BZ0347                          STATION DESCRIPTION
 BZ0347
 BZ0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0347'9.95 MI NE FROM TURLINGTON.
 BZ0347'TO REACH FROM THE TURLINGTON GROCERY STORE AT TURLINGTON, PROCEED 0.2
 BZ0347'MILE EAST ALONG U.S. HIGHWAY NO. 84, THENCE 5.0 MILE NORTHEAST AND 1.9
 BZ0347'MILE NORTH ALONG A DIRT ROAD, THENCE 1.3 MILE EAST AND 1.55 MILE NORTH
 BZ0347'ALONG A ONE TRACK DIRT ROAD, BENCH MARK IS 725.0 FEET NORTH OF AN OLD
 BZ0347'WOODEN BRIDGE OVER A SMALL STREAM, AT THE JUNCTION OF A ONE TRACK DIRT
 BZ0347'CROSS ROAD, 28.0 FEET SOUTHEAST OF A TRIANGULAR BLAZE ON A 2-FOOT OAK
 BZ0347'TREE, 24.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 13.0
 BZ0347'FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 18.0 FEET SOUTH OF A
 BZ0347'FENCE CORNER POST, 2.0 FEET NORTH OF A REFERENCE POST, 1.0 FOOT WEST
 BZ0347'OF A NORTH-SOUTH FENCE LINE, SET IN A CONCRETE POST ABOUT THE SAME
 BZ0347'ELEVATION AS THE ROAD AND PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0247 ***********************************************************************
 BZ0247  DESIGNATION -  L 411 RESET 1952
 BZ0247  PID         -  BZ0247
 BZ0247  STATE/COUNTY-  TX/NAVARRO
 BZ0247  USGS QUAD   -  WINKLER (1982)
 BZ0247
 BZ0247                         *CURRENT SURVEY CONTROL
 BZ0247  ___________________________________________________________________
 BZ0247* NAD 83(1986)-  31 56 16.     (N)    096 12 35.     (W)     SCALED    
 BZ0247* NAVD 88     -       117.89   (+/-2cm)     386.8    (feet)  VERTCON   
 BZ0247  ___________________________________________________________________
 BZ0247  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 BZ0247
 BZ0247  VERT ORDER  -  THIRD (See Below)
 BZ0247
 BZ0247.The horizontal coordinates were scaled from a topographic map and have
 BZ0247.an estimated accuracy of +/- 6 seconds.
 BZ0247
 BZ0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0247.The vertical order pertains to the NGVD 29 superseded value.
 BZ0247
 BZ0247.The geoid height was determined by GEOID03.
 BZ0247
 BZ0247;                    North         East    Units  Estimated Accuracy
 BZ0247;SPC TXNC     - 2,032,430.      816,560.      MT  (+/- 180 meters Scaled)
 BZ0247
 BZ0247                          SUPERSEDED SURVEY CONTROL
 BZ0247
 BZ0247  NGVD 29 (??/??/??)  117.88   (m)          386.7    (f) RESET       3  
 BZ0247
 BZ0247.Superseded values are not recommended for survey control.
 BZ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0247.See file dsdata.txt to determine how the superseded data were derived.
 BZ0247
 BZ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA637369(NAD 83)
 BZ0247_MARKER: DB = BENCH MARK DISK
 BZ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0247_STAMPING: L 411 RESET 1952
 BZ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0247+STABILITY: SURFACE MOTION
 BZ0247
 BZ0247  HISTORY     - Date     Condition        Report By
 BZ0247  HISTORY     - 1952     MONUMENTED       CGS
 BZ0247  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0247
 BZ0247                          STATION DESCRIPTION
 BZ0247
 BZ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BZ0247'IN WINKLER.
 BZ0247'AT THE VILLAGE OF WINKLER, A STANDARD DISK STAMPED L 411 RESET 1952,
 BZ0247'IN A CONCRETE MONUMENT PROJECTING 3 INCHES, 50 FEET EAST OF THE
 BZ0247'APPROXIMATE CENTERLINE OF F.M. ROAD 1695 AND ACROSS THE HIGHWAY, EAST
 BZ0247'FROM THE WINKLER STORE AND POST OFFICE.  IT IS 10 FEET EAST OF THE
 BZ0247'RIGHT-OF-WAY FENCE NEAR THE SOUTHWEST CORNER OF A CULTIVATED LOT AND
 BZ0247'IS ON THE FENCE LINE NORTH OF A FARM LANE, 3 FEET EAST OF A 4X4
 BZ0247'WITNESS POST.
 BZ0247
 BZ0247                          STATION RECOVERY (2002)
 BZ0247
 BZ0247'RECOVERY NOTE BY US POWER SQUADRON 2002 (HBD)
 BZ0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1158 ***********************************************************************
 BL1158  DESIGNATION -  L 412
 BL1158  PID         -  BL1158
 BL1158  STATE/COUNTY-  TX/SAN JACINTO
 BL1158  USGS QUAD   -  COLDSPRING (1997)
 BL1158
 BL1158                         *CURRENT SURVEY CONTROL
 BL1158  ___________________________________________________________________
 BL1158* NAD 83(1986)-  30 30 39.     (N)    095 12 56.     (W)     SCALED    
 BL1158* NAVD 88     -        94.67   (+/-2cm)     310.6    (feet)  VERTCON   
 BL1158  ___________________________________________________________________
 BL1158  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BL1158
 BL1158  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL1158
 BL1158.The horizontal coordinates were scaled from a topographic map and have
 BL1158.an estimated accuracy of +/- 6 seconds.
 BL1158
 BL1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1158.The vertical order pertains to the NGVD 29 superseded value.
 BL1158
 BL1158.The geoid height was determined by GEOID03.
 BL1158
 BL1158;                    North         East    Units  Estimated Accuracy
 BL1158;SPC TX C     - 3,104,880.    1,191,030.      MT  (+/- 180 meters Scaled)
 BL1158
 BL1158                          SUPERSEDED SURVEY CONTROL
 BL1158
 BL1158  NGVD 29 (??/??/92)   94.672  (m)          310.60   (f) ADJ UNCH    2 0
 BL1158
 BL1158.Superseded values are not recommended for survey control.
 BL1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1158.See file dsdata.txt to determine how the superseded data were derived.
 BL1158
 BL1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP873774(NAD 83)
 BL1158_MARKER: DB = BENCH MARK DISK
 BL1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL1158_STAMPING: L 412 1947
 BL1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1158+STABILITY: SURFACE MOTION
 BL1158
 BL1158  HISTORY     - Date     Condition        Report By
 BL1158  HISTORY     - 1947     MONUMENTED       CGS
 BL1158
 BL1158                          STATION DESCRIPTION
 BL1158
 BL1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL1158'3.9 MI S FROM EVERGREEN.
 BL1158'3.9 MILES SOUTH ALONG SAM HOUSTON NATIONAL FOREST HIGHWAY 215 FROM THE
 BL1158'POST OFFICE AT EVERGREEN, 67.0 FEET SOUTH OF THE EXTENDED CENTER LINE
 BL1158'OF A ROAD LEADING WEST TO SOME OIL STORAGE TANKS, 45.0 FEET EAST OF
 BL1158'AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 2.0 FEET WEST OF A
 BL1158'FENCE, 2.0 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BL1158'POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0317 ***********************************************************************
 BZ0317  DESIGNATION -  L 413
 BZ0317  PID         -  BZ0317
 BZ0317  STATE/COUNTY-  TX/FREESTONE
 BZ0317  USGS QUAD   -  STEWARDS MILL (1982)
 BZ0317
 BZ0317                         *CURRENT SURVEY CONTROL
 BZ0317  ___________________________________________________________________
 BZ0317* NAD 83(1986)-  31 50 22.     (N)    096 09 44.     (W)     SCALED    
 BZ0317* NAVD 88     -       103.579  (meters)     339.83   (feet)  ADJUSTED  
 BZ0317  ___________________________________________________________________
 BZ0317  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 BZ0317  DYNAMIC HT  -         103.457 (meters)     339.43  (feet)  COMP
 BZ0317  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 BZ0317
 BZ0317  VERT ORDER  -  SECOND    CLASS 0
 BZ0317
 BZ0317.The horizontal coordinates were scaled from a topographic map and have
 BZ0317.an estimated accuracy of +/- 6 seconds.
 BZ0317
 BZ0317.The orthometric height was determined by differential leveling
 BZ0317.and adjusted by the National Geodetic Survey in June 1991..
 BZ0317
 BZ0317.The geoid height was determined by GEOID03.
 BZ0317
 BZ0317.The dynamic height is computed by dividing the NAVD 88
 BZ0317.geopotential number by the normal gravity value computed on the
 BZ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0317.degrees latitude (g = 980.6199 gals.).
 BZ0317
 BZ0317.The modeled gravity was interpolated from observed gravity values.
 BZ0317
 BZ0317;                    North         East    Units  Estimated Accuracy
 BZ0317;SPC TX C     - 3,248,280.    1,094,730.      MT  (+/- 180 meters Scaled)
 BZ0317
 BZ0317                          SUPERSEDED SURVEY CONTROL
 BZ0317
 BZ0317  NGVD 29 (??/??/92)  103.567  (m)          339.79   (f) ADJ UNCH    2 0
 BZ0317
 BZ0317.Superseded values are not recommended for survey control.
 BZ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0317.See file dsdata.txt to determine how the superseded data were derived.
 BZ0317
 BZ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA685261(NAD 83)
 BZ0317_MARKER: DB = BENCH MARK DISK
 BZ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0317_STAMPING: L 413 1947
 BZ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0317+STABILITY: SURFACE MOTION
 BZ0317
 BZ0317  HISTORY     - Date     Condition        Report By
 BZ0317  HISTORY     - 1947     MONUMENTED       CGS
 BZ0317  HISTORY     - 1963     GOOD             USGS
 BZ0317  HISTORY     - 20020824 MARK NOT FOUND   USPSQD
 BZ0317
 BZ0317                          STATION DESCRIPTION
 BZ0317
 BZ0317'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BZ0317'3.3 MI NE FROM STEWARDS MILL.
 BZ0317'TO REACH FROM THE CROSS ROADS AT STEWARDS MILL PROCEED 3.3 MILES
 BZ0317'NORTHEAST ALONG A PAVED ROAD.  BM IS 0.25 MILE WEST OF A CONCRETE
 BZ0317'BRIDGE OVER COTTONWOOD CREEK AT THE TOP OF A STEEP HILL LEADING WEST
 BZ0317'OUT OF THE CREEK BOTTOM.  BM IS 87 FEET NORTH OF THE CENTER LINE OF
 BZ0317'THE HIGHWAY AND 23 FEET SOUTH OF THE CENTER LINE OF AN OLD ABANDONED
 BZ0317'DIRT ROAD, AND 35 FEET EAST OF THE CENTER OF A 30 INCH OAK TREE, SET
 BZ0317'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 BZ0317
 BZ0317                          STATION RECOVERY (2002)
 BZ0317
 BZ0317'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1946 ***********************************************************************
 BY1946  DESIGNATION -  L 414 RESET 1957
 BY1946  PID         -  BY1946
 BY1946  STATE/COUNTY-  TX/HOUSTON
 BY1946  USGS QUAD   -  AUSTONIO (1972)
 BY1946
 BY1946                         *CURRENT SURVEY CONTROL
 BY1946  ___________________________________________________________________
 BY1946* NAD 83(1986)-  31 10 28.     (N)    095 38 43.     (W)     SCALED    
 BY1946* NAVD 88     -        77.33   (+/-2cm)     253.7    (feet)  VERTCON   
 BY1946  ___________________________________________________________________
 BY1946  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BY1946
 BY1946  VERT ORDER  -  THIRD (See Below)
 BY1946
 BY1946.The horizontal coordinates were scaled from a topographic map and have
 BY1946.an estimated accuracy of +/- 6 seconds.
 BY1946
 BY1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1946.The vertical order pertains to the NGVD 29 superseded value.
 BY1946
 BY1946.The geoid height was determined by GEOID03.
 BY1946
 BY1946;                    North         East    Units  Estimated Accuracy
 BY1946;SPC TX C     - 3,176,560.    1,146,730.      MT  (+/- 180 meters Scaled)
 BY1946
 BY1946                          SUPERSEDED SURVEY CONTROL
 BY1946
 BY1946  NGVD 29 (??/??/??)   77.34   (m)          253.7    (f) RESET       3  
 BY1946
 BY1946.Superseded values are not recommended for survey control.
 BY1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1946.See file dsdata.txt to determine how the superseded data were derived.
 BY1946
 BY1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ478519(NAD 83)
 BY1946_MARKER: DB = BENCH MARK DISK
 BY1946_SETTING: 0 = UNSPECIFIED SETTING
 BY1946_STAMPING: L 414 RESET 1957
 BY1946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BY1946
 BY1946  HISTORY     - Date     Condition        Report By
 BY1946  HISTORY     - 1957     MONUMENTED       TXHD
 BY1946  HISTORY     - 1958     GOOD             TXHD
 BY1946
 BY1946                          STATION DESCRIPTION
 BY1946
 BY1946'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 BY1946'0.9 MI SW FROM AUSTONIO.
 BY1946'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 21 FROM THE HIGH SCHOOL AT
 BY1946'AUSTONIO, AT THE TOP OF A HILL, AT THE JUNCTION OF A GRAVEL ROAD
 BY1946'LEADING NORTHWEST, 105 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 BY1946'75 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 21, AND 63 FEET
 BY1946'WEST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1835 ***********************************************************************
 BY1835  DESIGNATION -  L 415
 BY1835  PID         -  BY1835
 BY1835  STATE/COUNTY-  TX/LEON
 BY1835  USGS QUAD   -  HALLS BLUFF (1972)
 BY1835
 BY1835                         *CURRENT SURVEY CONTROL
 BY1835  ___________________________________________________________________
 BY1835* NAD 83(1986)-  31 20 05.     (N)    095 43 19.     (W)     SCALED    
 BY1835* NAVD 88     -        71.63   (+/-2cm)     235.0    (feet)  VERTCON   
 BY1835  ___________________________________________________________________
 BY1835  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BY1835
 BY1835  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1835
 BY1835.The horizontal coordinates were scaled from a topographic map and have
 BY1835.an estimated accuracy of +/- 6 seconds.
 BY1835
 BY1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1835.The vertical order pertains to the NGVD 29 superseded value.
 BY1835
 BY1835.The geoid height was determined by GEOID03.
 BY1835
 BY1835;                    North         East    Units  Estimated Accuracy
 BY1835;SPC TX C     - 3,194,010.    1,138,690.      MT  (+/- 180 meters Scaled)
 BY1835
 BY1835                          SUPERSEDED SURVEY CONTROL
 BY1835
 BY1835  NGVD 29 (??/??/92)   71.622  (m)          234.98   (f) ADJ UNCH    2 0
 BY1835
 BY1835.Superseded values are not recommended for survey control.
 BY1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1835.See file dsdata.txt to determine how the superseded data were derived.
 BY1835
 BY1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ410698(NAD 83)
 BY1835_MARKER: DB = BENCH MARK DISK
 BY1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1835_STAMPING: L 415 1947
 BY1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1835+STABILITY: SURFACE MOTION
 BY1835
 BY1835  HISTORY     - Date     Condition        Report By
 BY1835  HISTORY     - 1947     MONUMENTED       CGS
 BY1835  HISTORY     - 1964     MARK NOT FOUND   USGS
 BY1835
 BY1835                          STATION DESCRIPTION
 BY1835
 BY1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1835'17.0 MI E FROM CENTERVILLE.
 BY1835'ABOUT 17.0 MILES EAST ALONG STATE HIGHWAY NO.7 FROM THE COURT HOUSE AT
 BY1835'CENTERVILLE, ABOUT 17.9 MILES WEST OF CROCKETT, AT A T INTERSECTION,
 BY1835'123.0 FEET SOUTHWEST OF THE SOUTH END OF A CORRUGATED IRON CULVERT,
 BY1835'53.0 FEET SOUTH OF AND ABOUT 4.0 FEET LOWER THAN THE CENTER LINE OF
 BY1835'THE HIGHWAY, 29.5 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD
 BY1835'LEADING SOUTHWEST, 13.8 FEET SOUTHWEST OF A TEN INCH OAK TREE, 1.0
 BY1835'FOOT NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST. A
 BY1835'BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 BY1835'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 BY1835
 BY1835                          STATION RECOVERY (1964)
 BY1835
 BY1835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BY1835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0455 ***********************************************************************
 BZ0455  DESIGNATION -  L 416
 BZ0455  PID         -  BZ0455
 BZ0455  STATE/COUNTY-  TX/LEON
 BZ0455  USGS QUAD   -  BUFFALO (1982)
 BZ0455
 BZ0455                         *CURRENT SURVEY CONTROL
 BZ0455  ___________________________________________________________________
 BZ0455* NAD 83(1986)-  31 22 33.     (N)    096 00 13.     (W)     SCALED    
 BZ0455* NAVD 88     -       125.53   (+/-2cm)     411.8    (feet)  VERTCON   
 BZ0455  ___________________________________________________________________
 BZ0455  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BZ0455
 BZ0455  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0455
 BZ0455.The horizontal coordinates were scaled from a topographic map and have
 BZ0455.an estimated accuracy of +/- 6 seconds.
 BZ0455
 BZ0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0455.The vertical order pertains to the NGVD 29 superseded value.
 BZ0455
 BZ0455.The geoid height was determined by GEOID03.
 BZ0455
 BZ0455;                    North         East    Units  Estimated Accuracy
 BZ0455;SPC TX C     - 3,197,490.    1,111,730.      MT  (+/- 180 meters Scaled)
 BZ0455
 BZ0455                          SUPERSEDED SURVEY CONTROL
 BZ0455
 BZ0455  NGVD 29 (??/??/92)  125.494  (m)          411.72   (f) ADJ UNCH    2 0
 BZ0455
 BZ0455.Superseded values are not recommended for survey control.
 BZ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0455.See file dsdata.txt to determine how the superseded data were derived.
 BZ0455
 BZ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV849751(NAD 83)
 BZ0455_MARKER: DB = BENCH MARK DISK
 BZ0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0455_STAMPING: L 416 1947
 BZ0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0455+STABILITY: SURFACE MOTION
 BZ0455
 BZ0455  HISTORY     - Date     Condition        Report By
 BZ0455  HISTORY     - 1947     MONUMENTED       CGS
 BZ0455  HISTORY     - 1964     POOR             USGS
 BZ0455
 BZ0455                          STATION DESCRIPTION
 BZ0455
 BZ0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0455'8.1 MI SE FROM BUFFALO.
 BZ0455'TO REACH FROM THE POST OFFICE AT BUFFALO GO SOUTHWEST 0.4 MILE ALONG
 BZ0455'U.S. HIGHWAY NO.79, THENCE SOUTHEASTERLY 7.7 MILES ALONG U.S.HIGHWAY
 BZ0455'NO.75 TO SITE OF BENCH MARK IS 152.0 FEET NORTHWEST OF THE NORTHWEST
 BZ0455'CORNER OF THE CORINTH SCHOOL HOUSE, 58.0 FEET EAST OF AND ABOUT LEVEL
 BZ0455'WITH THE CENTER LINE OF THE HIGHWAY, 29.6 FEET NORTH OF A TWELVE INCH
 BZ0455'COTTONWOOD TREE, 20.7 FEET SOUTH OF A SIXTEEN INCH COTTONWOOD TREE AND
 BZ0455'1.5 FEET NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK
 BZ0455'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 BZ0455'GROUND.  NOTE-- POST HAS BEEN HIT AND IS LEANING CONSIDERABLY TO THE
 BZ0455'NORTH.
 BZ0455
 BZ0455                          STATION RECOVERY (1964)
 BZ0455
 BZ0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BZ0455'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1742 ***********************************************************************
 BY1742  DESIGNATION -  L 417
 BY1742  PID         -  BY1742
 BY1742  STATE/COUNTY-  TX/LEON
 BY1742  USGS QUAD   -  CENTERVILLE (1964)
 BY1742
 BY1742                         *CURRENT SURVEY CONTROL
 BY1742  ___________________________________________________________________
 BY1742* NAD 83(1986)-  31 18 34.     (N)    095 53 44.     (W)     SCALED    
 BY1742* NAVD 88     -       167.24   (+/-2cm)     548.7    (feet)  VERTCON   
 BY1742  ___________________________________________________________________
 BY1742  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BY1742
 BY1742  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1742
 BY1742.The horizontal coordinates were scaled from a topographic map and have
 BY1742.an estimated accuracy of +/- 6 seconds.
 BY1742
 BY1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1742.The vertical order pertains to the NGVD 29 superseded value.
 BY1742
 BY1742.The geoid height was determined by GEOID03.
 BY1742
 BY1742;                    North         East    Units  Estimated Accuracy
 BY1742;SPC TX C     - 3,190,540.    1,122,300.      MT  (+/- 180 meters Scaled)
 BY1742
 BY1742                          SUPERSEDED SURVEY CONTROL
 BY1742
 BY1742  NGVD 29 (??/??/92)  167.210  (m)          548.59   (f) ADJ UNCH    2 0
 BY1742
 BY1742.Superseded values are not recommended for survey control.
 BY1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1742.See file dsdata.txt to determine how the superseded data were derived.
 BY1742
 BY1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ244675(NAD 83)
 BY1742_MARKER: DB = BENCH MARK DISK
 BY1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1742_STAMPING: L 417 1947
 BY1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1742+STABILITY: SURFACE MOTION
 BY1742
 BY1742  HISTORY     - Date     Condition        Report By
 BY1742  HISTORY     - 1947     MONUMENTED       CGS
 BY1742
 BY1742                          STATION DESCRIPTION
 BY1742
 BY1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1742'7.6 MI SW FROM RUSSELL.
 BY1742'TO REACH FROM THE POST OFFICE AT RUSSELL GO SOUTHWEST 6.3 MILES ALONG
 BY1742'A DIRT ROAD, THENCE WESTERLY 1.3 MILES ALONG A DIRT ROAD TO SITE OF
 BY1742'MARK, BENCH MARK IS AT A ROAD INTERSECTION, 47.0 FEET SOUTHEAST OF THE
 BY1742'EXTENDED CENTER LINE OF A ROAD LEADING NORTHEAST, 34.5 FEET SOUTHWEST
 BY1742'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTHWEST-SOUTHEAST
 BY1742'ROAD, 27.7 FEET WEST OF A FENCE CORNER, 1.0 FOOT NORTH OF A FENCE AND
 BY1742'1.0 FOOT WEST OF A 4X4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET
 BY1742'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE
 BY1742'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0468 ***********************************************************************
 BZ0468  DESIGNATION -  L 418
 BZ0468  PID         -  BZ0468
 BZ0468  STATE/COUNTY-  TX/LEON
 BZ0468  USGS QUAD   -  BUFFALO (1982)
 BZ0468
 BZ0468                         *CURRENT SURVEY CONTROL
 BZ0468  ___________________________________________________________________
 BZ0468* NAD 83(1986)-  31 22 52.     (N)    096 01 22.     (W)     SCALED    
 BZ0468* NAVD 88     -       122.73   (+/-2cm)     402.7    (feet)  VERTCON   
 BZ0468  ___________________________________________________________________
 BZ0468  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BZ0468
 BZ0468  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BZ0468
 BZ0468.The horizontal coordinates were scaled from a topographic map and have
 BZ0468.an estimated accuracy of +/- 6 seconds.
 BZ0468
 BZ0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 BZ0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BZ0468.The vertical order pertains to the NGVD 29 superseded value.
 BZ0468
 BZ0468.The geoid height was determined by GEOID03.
 BZ0468
 BZ0468;                    North         East    Units  Estimated Accuracy
 BZ0468;SPC TX C     - 3,198,000.    1,109,890.      MT  (+/- 180 meters Scaled)
 BZ0468
 BZ0468                          SUPERSEDED SURVEY CONTROL
 BZ0468
 BZ0468  NGVD 29 (??/??/92)  122.700  (m)          402.56   (f) ADJ UNCH    2 0
 BZ0468
 BZ0468.Superseded values are not recommended for survey control.
 BZ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0468.See file dsdata.txt to determine how the superseded data were derived.
 BZ0468
 BZ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV831756(NAD 83)
 BZ0468_MARKER: DB = BENCH MARK DISK
 BZ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0468_STAMPING: L 418 1947
 BZ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0468+STABILITY: SURFACE MOTION
 BZ0468
 BZ0468  HISTORY     - Date     Condition        Report By
 BZ0468  HISTORY     - 1947     MONUMENTED       CGS
 BZ0468
 BZ0468                          STATION DESCRIPTION
 BZ0468
 BZ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0468'8.3 MI S FROM BUFFALO.
 BZ0468'TO REACH FROM THE POST OFFICE AT BUFFALO GO SOUTHWEST 0.4 MILE ALONG
 BZ0468'U.S.HIGHWAY NO.79, THENCE SOUTHEAST 6.8 MILES ALONG U.S.HIGHWAY NO.75,
 BZ0468'THENCE WEST 1.1 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH
 BZ0468'MARK IS AT THE NORTHEAST CORNER OF A T INTERSECTON, 134.0 FEET
 BZ0468'NORTHWEST OF THE NORTHWEST CORNER OF A NEGRO SCHOOLHOUSE, 112.4 FEET
 BZ0468'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 81.5 FEET EAST OF A
 BZ0468'TWENTYFOUR INCH OAK TREE, 55.0 FEET EAST OF AND ABOUT LEVEL WITH THE
 BZ0468'CENTER LINE OF THE ROAD LEADING NORTH AND 1.5 FEET WEST OF A 4 X 4 IN.
 BZ0468'MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 BZ0468'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1881 ***********************************************************************
 BY1881  DESIGNATION -  L 420
 BY1881  PID         -  BY1881
 BY1881  STATE/COUNTY-  TX/LEON
 BY1881  USGS QUAD   -  MIDDLETON (1972)
 BY1881
 BY1881                         *CURRENT SURVEY CONTROL
 BY1881  ___________________________________________________________________
 BY1881* NAD 83(1986)-  31 10 22.     (N)    095 51 55.     (W)     SCALED    
 BY1881* NAVD 88     -        79.70   (+/-2cm)     261.5    (feet)  VERTCON   
 BY1881  ___________________________________________________________________
 BY1881  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BY1881
 BY1881  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1881
 BY1881.The horizontal coordinates were scaled from a topographic map and have
 BY1881.an estimated accuracy of +/- 6 seconds.
 BY1881
 BY1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1881.The vertical order pertains to the NGVD 29 superseded value.
 BY1881
 BY1881.The geoid height was determined by GEOID03.
 BY1881
 BY1881;                    North         East    Units  Estimated Accuracy
 BY1881;SPC TX C     - 3,175,510.    1,125,780.      MT  (+/- 180 meters Scaled)
 BY1881
 BY1881                          SUPERSEDED SURVEY CONTROL
 BY1881
 BY1881  NGVD 29 (??/??/92)   79.687  (m)          261.44   (f) ADJ UNCH    2 0
 BY1881
 BY1881.Superseded values are not recommended for survey control.
 BY1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1881.See file dsdata.txt to determine how the superseded data were derived.
 BY1881
 BY1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ269522(NAD 83)
 BY1881_MARKER: DB = BENCH MARK DISK
 BY1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1881_STAMPING: L 420 1947
 BY1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1881+STABILITY: SURFACE MOTION
 BY1881
 BY1881  HISTORY     - Date     Condition        Report By
 BY1881  HISTORY     - 1947     MONUMENTED       CGS
 BY1881  HISTORY     - 1964     GOOD             NGS
 BY1881
 BY1881                          STATION DESCRIPTION
 BY1881
 BY1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BY1881'0.2 MI S FROM MIDDLETON.
 BY1881'TO REACH FROM THE POST OFFICE AT MIDDLETON GO SOUTH 0.2 MILE ALONG A
 BY1881'GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 15 YARDS EAST OF
 BY1881'THE CENTER OF A DRAIN DITCH, 30.3 FEET SOUTHEAST OF A POWER POLE, 30.0
 BY1881'FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 16.0
 BY1881'FEET WEST OF A FENCE CORNER, 1.5 FEET SOUTH OF A FENCE AND 1.5 FEET
 BY1881'EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE BENCH MARK DISK SET IN THE
 BY1881'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0307 ***********************************************************************
 BZ0307  DESIGNATION -  L 421
 BZ0307  PID         -  BZ0307
 BZ0307  STATE/COUNTY-  TX/FREESTONE
 BZ0307  USGS QUAD   -  ROUSTABOUT CAMP (1982)
 BZ0307
 BZ0307                         *CURRENT SURVEY CONTROL
 BZ0307  ___________________________________________________________________
 BZ0307* NAD 83(1986)-  31 52 51.     (N)    096 04 08.     (W)     SCALED    
 BZ0307* NAVD 88     -        90.744  (meters)     297.72   (feet)  ADJUSTED  
 BZ0307  ___________________________________________________________________
 BZ0307  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 BZ0307  DYNAMIC HT  -          90.637 (meters)     297.36  (feet)  COMP
 BZ0307  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 BZ0307
 BZ0307  VERT ORDER  -  SECOND    CLASS 0
 BZ0307
 BZ0307.The horizontal coordinates were scaled from a topographic map and have
 BZ0307.an estimated accuracy of +/- 6 seconds.
 BZ0307
 BZ0307.The orthometric height was determined by differential leveling
 BZ0307.and adjusted by the National Geodetic Survey in June 1991..
 BZ0307
 BZ0307.The geoid height was determined by GEOID03.
 BZ0307
 BZ0307.The dynamic height is computed by dividing the NAVD 88
 BZ0307.geopotential number by the normal gravity value computed on the
 BZ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0307.degrees latitude (g = 980.6199 gals.).
 BZ0307
 BZ0307.The modeled gravity was interpolated from observed gravity values.
 BZ0307
 BZ0307;                    North         East    Units  Estimated Accuracy
 BZ0307;SPC TX C     - 3,253,200.    1,103,380.      MT  (+/- 180 meters Scaled)
 BZ0307
 BZ0307                          SUPERSEDED SURVEY CONTROL
 BZ0307
 BZ0307  NGVD 29 (??/??/92)   90.739  (m)          297.70   (f) ADJ UNCH    2 0
 BZ0307
 BZ0307.Superseded values are not recommended for survey control.
 BZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0307.See file dsdata.txt to determine how the superseded data were derived.
 BZ0307
 BZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA772309(NAD 83)
 BZ0307_MARKER: DB = BENCH MARK DISK
 BZ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0307_STAMPING: L 421 1947
 BZ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0307+STABILITY: SURFACE MOTION
 BZ0307
 BZ0307  HISTORY     - Date     Condition        Report By
 BZ0307  HISTORY     - 1947     MONUMENTED       CGS
 BZ0307
 BZ0307                          STATION DESCRIPTION
 BZ0307
 BZ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BZ0307'3.0 MI N FROM YOUNG.
 BZ0307'3.0 MILES NORTH ALONG A DIRT ROAD FROM THE GENERAL STORE AT YOUNG, 0.4
 BZ0307'MILE SOUTHWEST OF THE AMERADA OIL COMPANY HEADQUARTERS, AT THE TOP OF
 BZ0307'A HILL, 61.0 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A 2 1/2-FOOT
 BZ0307'OAK TREE, 27.0 FEET WEST OF THE CENTER OF THE ROAD, 3.0 FEET SOUTH OF
 BZ0307'A REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS
 BZ0307'THE ROAD AND PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0591 ***********************************************************************
 CS0591  DESIGNATION -  L 422
 CS0591  PID         -  CS0591
 CS0591  STATE/COUNTY-  TX/NAVARRO
 CS0591  USGS QUAD   -  CRESLENN RANCH (1981)
 CS0591
 CS0591                         *CURRENT SURVEY CONTROL
 CS0591  ___________________________________________________________________
 CS0591* NAD 83(1986)-  32 03 22.     (N)    096 07 20.     (W)     SCALED    
 CS0591* NAVD 88     -       101.919  (meters)     334.38   (feet)  ADJUSTED  
 CS0591  ___________________________________________________________________
 CS0591  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CS0591  DYNAMIC HT  -         101.800 (meters)     333.99  (feet)  COMP
 CS0591  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 CS0591
 CS0591  VERT ORDER  -  SECOND    CLASS 0
 CS0591
 CS0591.The horizontal coordinates were scaled from a topographic map and have
 CS0591.an estimated accuracy of +/- 6 seconds.
 CS0591
 CS0591.The orthometric height was determined by differential leveling
 CS0591.and adjusted by the National Geodetic Survey in June 1991..
 CS0591
 CS0591.The geoid height was determined by GEOID03.
 CS0591
 CS0591.The dynamic height is computed by dividing the NAVD 88
 CS0591.geopotential number by the normal gravity value computed on the
 CS0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0591.degrees latitude (g = 980.6199 gals.).
 CS0591
 CS0591.The modeled gravity was interpolated from observed gravity values.
 CS0591
 CS0591;                    North         East    Units  Estimated Accuracy
 CS0591;SPC TXNC     - 2,045,730.      824,530.      MT  (+/- 180 meters Scaled)
 CS0591
 CS0591                          SUPERSEDED SURVEY CONTROL
 CS0591
 CS0591  NGVD 29 (??/??/92)  101.920  (m)          334.38   (f) ADJ UNCH    2 0
 CS0591
 CS0591.Superseded values are not recommended for survey control.
 CS0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0591.See file dsdata.txt to determine how the superseded data were derived.
 CS0591
 CS0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQA717502(NAD 83)
 CS0591_MARKER: DB = BENCH MARK DISK
 CS0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0591_STAMPING: L 422 1947
 CS0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0591+STABILITY: SURFACE MOTION
 CS0591
 CS0591  HISTORY     - Date     Condition        Report By
 CS0591  HISTORY     - 1947     MONUMENTED       CGS
 CS0591  HISTORY     - 1958     GOOD             USGS
 CS0591
 CS0591                          STATION DESCRIPTION
 CS0591
 CS0591'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CS0591'1.0 MI NE FROM RURAL SHADE.
 CS0591'TO REACH FROM THE RURAL SHADE SCHOOL, GO 1.0 MILE NORTHEAST ALONG A
 CS0591'GRADED DIRT ROAD TO THE SITE OF THE MARK.  THE MARK IS ABOUT 207 YARDS
 CS0591'NE OF A DRIVEWAY TO A FARMHOUSE, 67 FEET SW OF THE CENTER OF THE ROAD
 CS0591'AT A FENCE NW, 25 FEET SOUTHEAST OF AND LEVEL WITH THE CENTER OF THE
 CS0591'ROAD, 2 FEET NORTH OF THE R/W FENCE.  A STD. DISK, SET IN THE TOP OF A
 CS0591'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND, STAMPED
 CS0591'L-422 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0807 ***********************************************************************
 GL0807  DESIGNATION -  L 423
 GL0807  PID         -  GL0807
 GL0807  STATE/COUNTY-  TX/DALLAM
 GL0807  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0807
 GL0807                         *CURRENT SURVEY CONTROL
 GL0807  ___________________________________________________________________
 GL0807* NAD 83(1986)-  36 15 55.     (N)    103 02 27.     (W)     SCALED    
 GL0807* NAVD 88     -      1400.043  (meters)    4593.31   (feet)  ADJUSTED  
 GL0807  ___________________________________________________________________
 GL0807  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 GL0807  DYNAMIC HT  -        1398.390 (meters)    4587.88  (feet)  COMP
 GL0807  MODELED GRAV-     979,402.8   (mgal)                       NAVD 88
 GL0807
 GL0807  VERT ORDER  -  SECOND    CLASS 0
 GL0807
 GL0807.The horizontal coordinates were scaled from a topographic map and have
 GL0807.an estimated accuracy of +/- 6 seconds.
 GL0807
 GL0807.The orthometric height was determined by differential leveling
 GL0807.and adjusted by the National Geodetic Survey in June 1991..
 GL0807
 GL0807.The geoid height was determined by GEOID03.
 GL0807
 GL0807.The dynamic height is computed by dividing the NAVD 88
 GL0807.geopotential number by the normal gravity value computed on the
 GL0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0807.degrees latitude (g = 980.6199 gals.).
 GL0807
 GL0807.The modeled gravity was interpolated from observed gravity values.
 GL0807
 GL0807;                    North         East    Units  Estimated Accuracy
 GL0807;SPC TX N     - 1,252,390.       61,540.      MT  (+/- 180 meters Scaled)
 GL0807
 GL0807                          SUPERSEDED SURVEY CONTROL
 GL0807
 GL0807  NGVD 29 (??/??/92) 1399.366  (m)         4591.09   (f) ADJ UNCH    2 0
 GL0807
 GL0807.Superseded values are not recommended for survey control.
 GL0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0807.See file dsdata.txt to determine how the superseded data were derived.
 GL0807
 GL0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA759151(NAD 83)
 GL0807_MARKER: DB = BENCH MARK DISK
 GL0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0807_STAMPING: L 423 1955
 GL0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0807+STABILITY: SURFACE MOTION
 GL0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0807+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 GL0807
 GL0807  HISTORY     - Date     Condition        Report By
 GL0807  HISTORY     - 1955     MONUMENTED       CGS
 GL0807  HISTORY     - 20050806 GOOD             USPSQD
 GL0807
 GL0807                          STATION DESCRIPTION
 GL0807
 GL0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0807'8.2 MI S FROM TEXLINE.
 GL0807'8.2 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0807'CITY RAILROAD STATION AT TEXLINE, 54 FEET EAST OF THE CENTER LINE OF
 GL0807'THE FARM ROAD, 41 FEET SOUTH OF THE CENTER OF A WIRE GATE, 2 FEET EAST
 GL0807'OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0807'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 GL0807
 GL0807                          STATION RECOVERY (2005)
 GL0807
 GL0807'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0807'FOUND AS DESCRIBED. OVER 2 FEET ABOVE THE GOUND. NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0201 ***********************************************************************
 FL0201  DESIGNATION -  L 426
 FL0201  PID         -  FL0201
 FL0201  STATE/COUNTY-  TX/WHEELER
 FL0201  USGS QUAD   -  SHAMROCK EAST (1978)
 FL0201
 FL0201                         *CURRENT SURVEY CONTROL
 FL0201  ___________________________________________________________________
 FL0201* NAD 83(1986)-  35 12 16.     (N)    100 14 56.     (W)     SCALED    
 FL0201* NAVD 88     -       697.791  (meters)    2289.34   (feet)  ADJUSTED  
 FL0201  ___________________________________________________________________
 FL0201  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0201  DYNAMIC HT  -         697.065 (meters)    2286.95  (feet)  COMP
 FL0201  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 FL0201
 FL0201  VERT ORDER  -  FIRST     CLASS II
 FL0201
 FL0201.The horizontal coordinates were scaled from a topographic map and have
 FL0201.an estimated accuracy of +/- 6 seconds.
 FL0201
 FL0201.The orthometric height was determined by differential leveling
 FL0201.and adjusted by the National Geodetic Survey in June 1991..
 FL0201
 FL0201.The geoid height was determined by GEOID03.
 FL0201
 FL0201.The dynamic height is computed by dividing the NAVD 88
 FL0201.geopotential number by the normal gravity value computed on the
 FL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0201.degrees latitude (g = 980.6199 gals.).
 FL0201
 FL0201.The modeled gravity was interpolated from observed gravity values.
 FL0201
 FL0201;                    North         East    Units  Estimated Accuracy
 FL0201;SPC TX N     - 1,134,340.      313,910.      MT  (+/- 180 meters Scaled)
 FL0201
 FL0201                          SUPERSEDED SURVEY CONTROL
 FL0201
 FL0201  NGVD 29 (??/??/92)  697.509  (m)         2288.41   (f) ADJ UNCH    1 2
 FL0201
 FL0201.Superseded values are not recommended for survey control.
 FL0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0201.See file dsdata.txt to determine how the superseded data were derived.
 FL0201
 FL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD863964(NAD 83)
 FL0201_MARKER: DB = BENCH MARK DISK
 FL0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FL0201_SP_SET: CULVERT
 FL0201_STAMPING: L 426 1934
 FL0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0201
 FL0201  HISTORY     - Date     Condition        Report By
 FL0201  HISTORY     - 1934     MONUMENTED       CGS
 FL0201  HISTORY     - 1953     GOOD             NGS
 FL0201  HISTORY     - 1955     MARK NOT FOUND   NGS
 FL0201
 FL0201                          STATION DESCRIPTION
 FL0201
 FL0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0201'1.05 MI S FROM SHAMROCK.
 FL0201'0.15 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 FL0201'FROM THE STATION AT SHAMROCK, THENCE 0.9 MILE SOUTH ALONG U.S. HIGHWAY
 FL0201'83, 26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 FL0201'THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 FL0201
 FL0201                          STATION RECOVERY (1955)
 FL0201
 FL0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FL0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0206 ***********************************************************************
 EN0206  DESIGNATION -  L 428
 EN0206  PID         -  EN0206
 EN0206  STATE/COUNTY-  TX/DONLEY
 EN0206  USGS QUAD   -  CLARENDON (1982)
 EN0206
 EN0206                         *CURRENT SURVEY CONTROL
 EN0206  ___________________________________________________________________
 EN0206* NAD 83(1986)-  34 57 15.     (N)    100 55 00.     (W)     SCALED    
 EN0206* NAVD 88     -       845.937  (meters)    2775.38   (feet)  ADJUSTED  
 EN0206  ___________________________________________________________________
 EN0206  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EN0206  DYNAMIC HT  -         844.957 (meters)    2772.16  (feet)  COMP
 EN0206  MODELED GRAV-     979,448.9   (mgal)                       NAVD 88
 EN0206
 EN0206  VERT ORDER  -  FIRST     CLASS II
 EN0206
 EN0206.The horizontal coordinates were scaled from a topographic map and have
 EN0206.an estimated accuracy of +/- 6 seconds.
 EN0206
 EN0206.The orthometric height was determined by differential leveling
 EN0206.and adjusted by the National Geodetic Survey in June 1991..
 EN0206
 EN0206.The geoid height was determined by GEOID03.
 EN0206
 EN0206.The dynamic height is computed by dividing the NAVD 88
 EN0206.geopotential number by the normal gravity value computed on the
 EN0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0206.degrees latitude (g = 980.6199 gals.).
 EN0206
 EN0206.The modeled gravity was interpolated from observed gravity values.
 EN0206
 EN0206;                    North         East    Units  Estimated Accuracy
 EN0206;SPC TX N     - 1,106,010.      253,280.      MT  (+/- 180 meters Scaled)
 EN0206
 EN0206                          SUPERSEDED SURVEY CONTROL
 EN0206
 EN0206  NGVD 29 (??/??/92)  845.53   (m)         2774.0    (f) COMPUTED    1 2
 EN0206
 EN0206.Superseded values are not recommended for survey control.
 EN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0206.See file dsdata.txt to determine how the superseded data were derived.
 EN0206
 EN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD249696(NAD 83)
 EN0206_MARKER: DB = BENCH MARK DISK
 EN0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0206_STAMPING: L-428 1934
 EN0206_MARK LOGO: CGS   
 EN0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0206+STABILITY: SURFACE MOTION
 EN0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EN0206+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 EN0206
 EN0206  HISTORY     - Date     Condition        Report By
 EN0206  HISTORY     - 1934     MONUMENTED       CGS
 EN0206  HISTORY     - 1984     GOOD             NGS
 EN0206  HISTORY     - 20040803 GOOD             USPSQD
 EN0206
 EN0206                          STATION DESCRIPTION
 EN0206
 EN0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0206'2.1 MI NW FROM CLARENDON.
 EN0206'2.1 MI. N.W. OF ALONG F.W. AND D.C. RAILROAD 7 POLES S.E. OF MILE POST
 EN0206'NO. 280, 75 FT. S. OF CENTER LINE OF TRACK, 73 FT. N.E. OF THE CENTER
 EN0206'LINE OF U.S. NO. 370, AND 3 FT. N.E. OF A TELEGRAPH POLE.
 EN0206
 EN0206                          STATION RECOVERY (1984)
 EN0206
 EN0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EN0206'RECOVERED IN GOOD CONDITION.
 EN0206
 EN0206                          STATION RECOVERY (2004)
 EN0206
 EN0206'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 EN0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0304 ***********************************************************************
 EN0304  DESIGNATION -  L 429 RESET 1956
 EN0304  PID         -  EN0304
 EN0304  STATE/COUNTY-  TX/BRISCOE
 EN0304  USGS QUAD   -  LAKE THEO (1967)
 EN0304
 EN0304                         *CURRENT SURVEY CONTROL
 EN0304  ___________________________________________________________________
 EN0304* NAD 83(1986)-  34 23 59.     (N)    101 02 58.     (W)     SCALED    
 EN0304* NAVD 88     -       784.17   (meters)    2572.7    (feet)  RESET     
 EN0304  ___________________________________________________________________
 EN0304  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 EN0304
 EN0304  VERT ORDER  -  THIRD
 EN0304
 EN0304.The horizontal coordinates were scaled from a topographic map and have
 EN0304.an estimated accuracy of +/- 6 seconds.
 EN0304
 EN0304.The orthometric height was computed from unverified reset data.
 EN0304
 EN0304.The geoid height was determined by GEOID03.
 EN0304
 EN0304;                    North         East    Units  Estimated Accuracy
 EN0304;SPC TX N     - 1,044,440.      241,430.      MT  (+/- 180 meters Scaled)
 EN0304
 EN0304                          SUPERSEDED SURVEY CONTROL
 EN0304
 EN0304.No superseded survey control is available for this station.
 EN0304
 EN0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD116083(NAD 83)
 EN0304_MARKER: DB = BENCH MARK DISK
 EN0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0304_SP_SET: MONUMENT
 EN0304_STAMPING: L 429 RESET 1956
 EN0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0304
 EN0304  HISTORY     - Date     Condition        Report By
 EN0304  HISTORY     - 1956     MONUMENTED       CGS
 EN0304
 EN0304                          STATION DESCRIPTION
 EN0304
 EN0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 EN0304'3.0 MI N FROM QUITAQUE.
 EN0304'3.0 MILES NORTH ALONG F.M. HIGHWAY NO. 1065 FROM THE INTERSECTION OF
 EN0304'MAIN STREET AND F.M. 1065, 5 FEET EAST OF THE EAST RIGHT-OF-WAY LINE
 EN0304'OF THE HIGHWAY AND IN THE PROPERTY LINE EXTENDING TO THE EAST.  IT IS
 EN0304'2 FEET WEST OF A WHITE 4 X 4 POST AND NEAR A BRACED POWER POLE.  A
 EN0304'STANDARD DISK STAMPED L 429 RESET 1956 FT. AND SET IN A CONCRETE
 EN0304'MONUMENT WHICH PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0101 ***********************************************************************
 EO0101  DESIGNATION -  L 430
 EO0101  PID         -  EO0101
 EO0101  STATE/COUNTY-  TX/CASTRO
 EO0101  USGS QUAD   -  NAZARETH (1965)
 EO0101
 EO0101                         *CURRENT SURVEY CONTROL
 EO0101  ___________________________________________________________________
 EO0101* NAD 83(1986)-  34 32 20.     (N)    102 07 26.     (W)     SCALED    
 EO0101* NAVD 88     -      1137.254  (meters)    3731.14   (feet)  ADJUSTED  
 EO0101  ___________________________________________________________________
 EO0101  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 EO0101  DYNAMIC HT  -        1135.812 (meters)    3726.41  (feet)  COMP
 EO0101  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 EO0101
 EO0101  VERT ORDER  -  SECOND    CLASS 0
 EO0101
 EO0101.The horizontal coordinates were scaled from a topographic map and have
 EO0101.an estimated accuracy of +/- 6 seconds.
 EO0101
 EO0101.The orthometric height was determined by differential leveling
 EO0101.and adjusted by the National Geodetic Survey in June 1991..
 EO0101
 EO0101.The geoid height was determined by GEOID03.
 EO0101
 EO0101.The dynamic height is computed by dividing the NAVD 88
 EO0101.geopotential number by the normal gravity value computed on the
 EO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0101.degrees latitude (g = 980.6199 gals.).
 EO0101
 EO0101.The modeled gravity was interpolated from observed gravity values.
 EO0101
 EO0101;                    North         East    Units  Estimated Accuracy
 EO0101;SPC TX N     - 1,059,970.      142,730.      MT  (+/- 180 meters Scaled)
 EO0101
 EO0101                          SUPERSEDED SURVEY CONTROL
 EO0101
 EO0101  NGVD 29 (??/??/92) 1136.792  (m)         3729.63   (f) ADJ UNCH    2 0
 EO0101
 EO0101.Superseded values are not recommended for survey control.
 EO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0101.See file dsdata.txt to determine how the superseded data were derived.
 EO0101
 EO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU639256(NAD 83)
 EO0101_MARKER: DB = BENCH MARK DISK
 EO0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0101_SP_SET: CULVERT
 EO0101_STAMPING: L 430 1934
 EO0101_MARK LOGO: CGS   
 EO0101_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0101
 EO0101  HISTORY     - Date     Condition        Report By
 EO0101  HISTORY     - 1934     MONUMENTED       CGS
 EO0101  HISTORY     - 19810722 GOOD             NGS
 EO0101
 EO0101                          STATION DESCRIPTION
 EO0101
 EO0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0101'10.8 MI E FROM DIMMITT.
 EO0101'10.8 MILES EAST ALONG STATE HIGHWAY 86 FROM THE FORT WORTH AND DENVER
 EO0101'RAILWAY STATION AT DIMMITT, AT A 4-X 4-FOOT CONCRETE CULVERT,  IN THE
 EO0101'CENTER OF THE TOP OF THE SOUTH HEADWALL, AND 15 FEET SOUTH OF THE
 EO0101'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 430 1934.
 EO0101
 EO0101                          STATION RECOVERY (1981)
 EO0101
 EO0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EO0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0720 ***********************************************************************
 EO0720  DESIGNATION -  L 430 RESET
 EO0720  PID         -  EO0720
 EO0720  STATE/COUNTY-  TX/CASTRO
 EO0720  USGS QUAD   -  NAZARETH (1965)
 EO0720
 EO0720                         *CURRENT SURVEY CONTROL
 EO0720  ___________________________________________________________________
 EO0720* NAD 83(1986)-  34 32 20.     (N)    102 07 26.     (W)     SCALED    
 EO0720* NAVD 88     -      1137.17   (meters)    3730.9    (feet)  RESET     
 EO0720  ___________________________________________________________________
 EO0720  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 EO0720
 EO0720  VERT ORDER  -  THIRD
 EO0720
 EO0720.The horizontal coordinates were scaled from a topographic map and have
 EO0720.an estimated accuracy of +/- 6 seconds.
 EO0720
 EO0720.The orthometric height was computed from unverified reset data.
 EO0720
 EO0720.The geoid height was determined by GEOID03.
 EO0720
 EO0720;                    North         East    Units  Estimated Accuracy
 EO0720;SPC TX N     - 1,059,970.      142,730.      MT  (+/- 180 meters Scaled)
 EO0720
 EO0720                          SUPERSEDED SURVEY CONTROL
 EO0720
 EO0720  NGVD 29 (01/29/03) 1136.71   (m)         3729.4    (f) RESET       3  
 EO0720
 EO0720.Superseded values are not recommended for survey control.
 EO0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0720.See file dsdata.txt to determine how the superseded data were derived.
 EO0720
 EO0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU639256(NAD 83)
 EO0720_MARKER: DV = VERTICAL CONTROL DISK
 EO0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0720_SP_SET: CONCRETE POST
 EO0720_STAMPING: L 430 RESET 1981
 EO0720_MARK LOGO: NGS   
 EO0720_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0720+STABILITY: SURFACE MOTION
 EO0720
 EO0720  HISTORY     - Date     Condition        Report By
 EO0720  HISTORY     - 1981     MONUMENTED       NGS
 EO0720
 EO0720                          STATION DESCRIPTION
 EO0720
 EO0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EO0720'10.3 MI (16.6 KM) EAST OF DIMMITT ALONG STATE HIGHWAY 86 FROM THE
 EO0720'JUNCTION OF THE HIGHWAY AND THE RAILROAD TRACKS IN DIMMITT, 71.5 FT
 EO0720'(21.8 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15.4 FT (4.7 M) EAST
 EO0720'OF THE CENTER OF A DIRT ROAD AND 0.1 FT (0.0 M) WEST OF A FENCE
 EO0720'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0311 ***********************************************************************
 EN0311  DESIGNATION -  L 431 RESET
 EN0311  PID         -  EN0311
 EN0311  STATE/COUNTY-  TX/BRISCOE
 EN0311  USGS QUAD   -  ROCK CREEK (1965)
 EN0311
 EN0311                         *CURRENT SURVEY CONTROL
 EN0311  ___________________________________________________________________
 EN0311* NAD 83(1986)-  34 28 41.     (N)    101 24 52.     (W)     SCALED    
 EN0311* NAVD 88     -      1002.97   (+/-2cm)    3290.6    (feet)  VERTCON   
 EN0311  ___________________________________________________________________
 EN0311  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EN0311
 EN0311  VERT ORDER  -  THIRD (See Below)
 EN0311
 EN0311.The horizontal coordinates were scaled from a topographic map and have
 EN0311.an estimated accuracy of +/- 6 seconds.
 EN0311
 EN0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 EN0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EN0311.The vertical order pertains to the NGVD 29 superseded value.
 EN0311
 EN0311.The geoid height was determined by GEOID03.
 EN0311
 EN0311;                    North         East    Units  Estimated Accuracy
 EN0311;SPC TX N     - 1,053,040.      207,860.      MT  (+/- 180 meters Scaled)
 EN0311
 EN0311                          SUPERSEDED SURVEY CONTROL
 EN0311
 EN0311  NGVD 29 (??/??/??) 1002.59   (m)         3289.3    (f) RESET       3  
 EN0311
 EN0311.Superseded values are not recommended for survey control.
 EN0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0311.See file dsdata.txt to determine how the superseded data were derived.
 EN0311
 EN0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD782178(NAD 83)
 EN0311_MARKER: DB = BENCH MARK DISK
 EN0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EN0311_SP_SET: CULVERT
 EN0311_STAMPING: L 431 RESET 1942
 EN0311_MARK LOGO: TXHD  
 EN0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EN0311
 EN0311  HISTORY     - Date     Condition        Report By
 EN0311  HISTORY     - 1942     MONUMENTED       TXHD
 EN0311  HISTORY     - 19780403 GOOD             NGS
 EN0311
 EN0311                          STATION DESCRIPTION
 EN0311
 EN0311'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1942
 EN0311'6.7 MI W FROM SILVERTON.
 EN0311'6.7 MILES WEST ALONG STATE HIGHWAY 86 FROM THE COUNTY COURTHOUSE AT
 EN0311'SILVERTON, AT A CULVERT, AND IN THE TOP OF THE SOUTH CONCRETE
 EN0311'HEADWALL.
 EN0311
 EN0311                          STATION RECOVERY (1978)
 EN0311
 EN0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EN0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0404 ***********************************************************************
 EN0404  DESIGNATION -  L 432
 EN0404  PID         -  EN0404
 EN0404  STATE/COUNTY-  TX/SWISHER
 EN0404  USGS QUAD   -  TULIA (1981)
 EN0404
 EN0404                         *CURRENT SURVEY CONTROL
 EN0404  ___________________________________________________________________
 EN0404* NAD 83(1986)-  34 30 53.     (N)    101 46 42.     (W)     SCALED    
 EN0404* NAVD 88     -      1066.509  (meters)    3499.04   (feet)  ADJUSTED  
 EN0404  ___________________________________________________________________
 EN0404  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EN0404  DYNAMIC HT  -        1065.176 (meters)    3494.66  (feet)  COMP
 EN0404  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 EN0404
 EN0404  VERT ORDER  -  SECOND    CLASS 0
 EN0404
 EN0404.The horizontal coordinates were scaled from a topographic map and have
 EN0404.an estimated accuracy of +/- 6 seconds.
 EN0404
 EN0404.The orthometric height was determined by differential leveling
 EN0404.and adjusted by the National Geodetic Survey in June 1991..
 EN0404
 EN0404.The geoid height was determined by GEOID03.
 EN0404
 EN0404.The dynamic height is computed by dividing the NAVD 88
 EN0404.geopotential number by the normal gravity value computed on the
 EN0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0404.degrees latitude (g = 980.6199 gals.).
 EN0404
 EN0404.The modeled gravity was interpolated from observed gravity values.
 EN0404
 EN0404;                    North         East    Units  Estimated Accuracy
 EN0404;SPC TX N     - 1,057,140.      174,440.      MT  (+/- 180 meters Scaled)
 EN0404
 EN0404                          SUPERSEDED SURVEY CONTROL
 EN0404
 EN0404  NGVD 29 (??/??/92) 1066.084  (m)         3497.64   (f) ADJ UNCH    2 0
 EN0404
 EN0404.Superseded values are not recommended for survey control.
 EN0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0404.See file dsdata.txt to determine how the superseded data were derived.
 EN0404
 EN0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD449227(NAD 83)
 EN0404_MARKER: DB = BENCH MARK DISK
 EN0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0404_STAMPING: L-432 1934
 EN0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0404+STABILITY: SURFACE MOTION
 EN0404
 EN0404  HISTORY     - Date     Condition        Report By
 EN0404  HISTORY     - 1934     MONUMENTED       CGS
 EN0404  HISTORY     - 1943     GOOD             NGS
 EN0404
 EN0404                          STATION DESCRIPTION
 EN0404
 EN0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0404'1.6 MI S FROM TULIA.
 EN0404'1.6 MI. S. ALONG P. AND S.F. RY. AT CROSS ROADS, 3 1/2 POLES N. OF MI.
 EN0404'POST NO. 605, 96 FT. E. OF THE CENTER LINE OF U.S. NO. 385, 48 FT. W.
 EN0404'OF THE CENTER LINE OF TRACK, 30 FT. S. OF THE CENTERLINE OF
 EN0404'CROSSROADS, 4 FT. S. OF A FENCE CORNER, AND 2 FT. E. OF THE FENCE
 EN0404'LINE.  NOTE-- 2 FT. E OF A WHITE REFERENCE POST.
 EN0404
 EN0404                          STATION RECOVERY (1943)
 EN0404
 EN0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EN0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0083 ***********************************************************************
 DP0083  DESIGNATION -  L 433
 DP0083  PID         -  DP0083
 DP0083  STATE/COUNTY-  TX/KENT
 DP0083  USGS QUAD   -  GILPIN (1959)
 DP0083
 DP0083                         *CURRENT SURVEY CONTROL
 DP0083  ___________________________________________________________________
 DP0083* NAD 83(1986)-  33 24 24.     (N)    100 42 25.     (W)     SCALED    
 DP0083* NAVD 88     -       645.208  (meters)    2116.82   (feet)  ADJUSTED  
 DP0083  ___________________________________________________________________
 DP0083  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DP0083  DYNAMIC HT  -         644.429 (meters)    2114.26  (feet)  COMP
 DP0083  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 DP0083
 DP0083  VERT ORDER  -  SECOND    CLASS 0
 DP0083
 DP0083.The horizontal coordinates were scaled from a topographic map and have
 DP0083.an estimated accuracy of +/- 6 seconds.
 DP0083
 DP0083.The orthometric height was determined by differential leveling
 DP0083.and adjusted by the National Geodetic Survey in June 1991..
 DP0083
 DP0083.The geoid height was determined by GEOID03.
 DP0083
 DP0083.The dynamic height is computed by dividing the NAVD 88
 DP0083.geopotential number by the normal gravity value computed on the
 DP0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0083.degrees latitude (g = 980.6199 gals.).
 DP0083
 DP0083.The modeled gravity was interpolated from observed gravity values.
 DP0083
 DP0083;                    North         East    Units  Estimated Accuracy
 DP0083;SPC TXNC     - 2,195,110.      394,740.      MT  (+/- 180 meters Scaled)
 DP0083
 DP0083                          SUPERSEDED SURVEY CONTROL
 DP0083
 DP0083  NGVD 29 (??/??/92)  644.974  (m)         2116.05   (f) ADJ UNCH    2 0
 DP0083
 DP0083.Superseded values are not recommended for survey control.
 DP0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0083.See file dsdata.txt to determine how the superseded data were derived.
 DP0083
 DP0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB412976(NAD 83)
 DP0083_MARKER: DB = BENCH MARK DISK
 DP0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0083_STAMPING: L-433 1934
 DP0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0083+STABILITY: SURFACE MOTION
 DP0083
 DP0083  HISTORY     - Date     Condition        Report By
 DP0083  HISTORY     - 1934     MONUMENTED       CGS
 DP0083  HISTORY     - 1935     GOOD             NGS
 DP0083
 DP0083                          STATION DESCRIPTION
 DP0083
 DP0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DP0083'4.0 MI NW FROM GIRARD.
 DP0083'4.0 MI. N.W. OF DEPOT ALONG F.W. AND D. RY. 1 POLE N.W. OF MILE POLE
 DP0083'NO. B-185, 100 FT. S.E. OF A GRADE CROSSING, 39 FT. N.E. OF THE CENTER
 DP0083'LINE OF TRACK, 10 FT. S.W. OF THE FENCE LINE, AND 2 FT. S. OF A
 DP0083'TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0189 ***********************************************************************
 DP0189  DESIGNATION -  L 434
 DP0189  PID         -  DP0189
 DP0189  STATE/COUNTY-  TX/MOTLEY
 DP0189  USGS QUAD   -  ROARING SPRINGS (1981)
 DP0189
 DP0189                         *CURRENT SURVEY CONTROL
 DP0189  ___________________________________________________________________
 DP0189* NAD 83(1986)-  33 57 35.     (N)    100 48 05.     (W)     SCALED    
 DP0189* NAVD 88     -       737.918  (meters)    2420.99   (feet)  ADJUSTED  
 DP0189  ___________________________________________________________________
 DP0189  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DP0189  DYNAMIC HT  -         737.015 (meters)    2418.02  (feet)  COMP
 DP0189  MODELED GRAV-     979,388.1   (mgal)                       NAVD 88
 DP0189
 DP0189  VERT ORDER  -  SECOND    CLASS 0
 DP0189
 DP0189.The horizontal coordinates were scaled from a topographic map and have
 DP0189.an estimated accuracy of +/- 6 seconds.
 DP0189
 DP0189.The orthometric height was determined by differential leveling
 DP0189.and adjusted by the National Geodetic Survey in June 1991..
 DP0189
 DP0189.The geoid height was determined by GEOID03.
 DP0189
 DP0189.The dynamic height is computed by dividing the NAVD 88
 DP0189.geopotential number by the normal gravity value computed on the
 DP0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0189.degrees latitude (g = 980.6199 gals.).
 DP0189
 DP0189.The modeled gravity was interpolated from observed gravity values.
 DP0189
 DP0189;                    North         East    Units  Estimated Accuracy
 DP0189;SPC TXNC     - 2,256,620.      387,300.      MT  (+/- 180 meters Scaled)
 DP0189
 DP0189                          SUPERSEDED SURVEY CONTROL
 DP0189
 DP0189  NGVD 29 (??/??/92)  737.631  (m)         2420.04   (f) ADJ UNCH    2 0
 DP0189
 DP0189.Superseded values are not recommended for survey control.
 DP0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0189.See file dsdata.txt to determine how the superseded data were derived.
 DP0189
 DP0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC335591(NAD 83)
 DP0189_MARKER: DB = BENCH MARK DISK
 DP0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0189_STAMPING: L 434 1934
 DP0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0189+STABILITY: SURFACE MOTION
 DP0189
 DP0189  HISTORY     - Date     Condition        Report By
 DP0189  HISTORY     - 1934     MONUMENTED       CGS
 DP0189  HISTORY     - 1968     GOOD             USGS
 DP0189
 DP0189                          STATION DESCRIPTION
 DP0189
 DP0189'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0189'4 MI S FROM MATADOR.
 DP0189'MATADOR.  JUNCTION OF U S HIGHWAY 70 AND STATE HIGHWAY 70.  THENCE 0.8
 DP0189'MILES EAST ALONG U S 70 TO A T-ROAD SOUTH.  THENCE 4.0 MILES SOUTH,
 DP0189'EAST, AND SOUTH TO A T-ROAD EAST.  THENCE 0.6 MILES SOUTHWEST ALONG A
 DP0189'TRACK ROAD TO CROSSING OF OLD RAILROAD BED.  522 FEET SOUTH ALONG RR
 DP0189'BED AND 30 FEET WEST OF CENTERLINE OF OLD RR BED.  A STANDARD TABLET
 DP0189'STAMPED L 434 1934 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0118 ***********************************************************************
 EN0118  DESIGNATION -  L 435 RESET 1959
 EN0118  PID         -  EN0118
 EN0118  STATE/COUNTY-  TX/COTTLE
 EN0118  USGS QUAD   -  TRIANGLE RANCH (1981)
 EN0118
 EN0118                         *CURRENT SURVEY CONTROL
 EN0118  ___________________________________________________________________
 EN0118* NAD 83(1986)-  34 05 16.     (N)    100 03 20.     (W)     SCALED    
 EN0118* NAVD 88     -       541.29   (meters)    1775.9    (feet)  RESET     
 EN0118  ___________________________________________________________________
 EN0118  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 EN0118
 EN0118  VERT ORDER  -  THIRD
 EN0118
 EN0118.The horizontal coordinates were scaled from a topographic map and have
 EN0118.an estimated accuracy of +/- 6 seconds.
 EN0118
 EN0118.The orthometric height was computed from unverified reset data.
 EN0118
 EN0118.The geoid height was determined by GEOID03.
 EN0118
 EN0118;                    North         East    Units  Estimated Accuracy
 EN0118;SPC TXNC     - 2,269,560.      456,440.      MT  (+/- 180 meters Scaled)
 EN0118
 EN0118                          SUPERSEDED SURVEY CONTROL
 EN0118
 EN0118.No superseded survey control is available for this station.
 EN0118
 EN0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMC026723(NAD 83)
 EN0118_MARKER: DB = BENCH MARK DISK
 EN0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0118_STAMPING: L 435 RESET 1959
 EN0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0118+STABILITY: SURFACE MOTION
 EN0118
 EN0118  HISTORY     - Date     Condition        Report By
 EN0118  HISTORY     - 1959     MONUMENTED       CGS
 EN0118  HISTORY     - 1967     MARK NOT FOUND   USGS
 EN0118
 EN0118                          STATION DESCRIPTION
 EN0118
 EN0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EN0118'15.1 MI E FROM PADUCAH.
 EN0118'ABOUT 15.1 MILES EAST ALONG U.S. HIGHWAY NO. 70 FROM PADUCAH, COTTLE
 EN0118'COUNTY, ABOUT 0.5 MILE WEST OF THE COTTLE-FOARD COUNTY LINE, 20 YARDS
 EN0118'NORTH OF A CONCRETE CULVERT, 100 YARDS WEST OF A FENCE CORNER AND IN
 EN0118'THE NORTH RIGHT-OF-WAY FENCE LINE OF THE HIGHWAY.  A STANDARD DISK
 EN0118'STAMPED L 435 RESET 1959 IN A CONCRETE POST WHICH PROJECTS ABOUT 1
 EN0118'INCH.
 EN0118
 EN0118                          STATION RECOVERY (1967)
 EN0118
 EN0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EN0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0029 ***********************************************************************
 DP0029  DESIGNATION -  L 436
 DP0029  PID         -  DP0029
 DP0029  STATE/COUNTY-  TX/KING
 DP0029  USGS QUAD   -  FOURMILE HILL (1981)
 DP0029
 DP0029                         *CURRENT SURVEY CONTROL
 DP0029  ___________________________________________________________________
 DP0029* NAD 83(1986)-  33 38 09.     (N)    100 19 40.     (W)     SCALED    
 DP0029* NAVD 88     -       528.947  (meters)    1735.39   (feet)  ADJUSTED  
 DP0029  ___________________________________________________________________
 DP0029  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DP0029  DYNAMIC HT  -         528.324 (meters)    1733.34  (feet)  COMP
 DP0029  MODELED GRAV-     979,442.4   (mgal)                       NAVD 88
 DP0029
 DP0029  VERT ORDER  -  SECOND    CLASS 0
 DP0029
 DP0029.The horizontal coordinates were scaled from a topographic map and have
 DP0029.an estimated accuracy of +/- 6 seconds.
 DP0029
 DP0029.The orthometric height was determined by differential leveling
 DP0029.and adjusted by the National Geodetic Survey in June 1991..
 DP0029
 DP0029.The geoid height was determined by GEOID03.
 DP0029
 DP0029.The dynamic height is computed by dividing the NAVD 88
 DP0029.geopotential number by the normal gravity value computed on the
 DP0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0029.degrees latitude (g = 980.6199 gals.).
 DP0029
 DP0029.The modeled gravity was interpolated from observed gravity values.
 DP0029
 DP0029;                    North         East    Units  Estimated Accuracy
 DP0029;SPC TXNC     - 2,219,840.      430,450.      MT  (+/- 180 meters Scaled)
 DP0029
 DP0029                          SUPERSEDED SURVEY CONTROL
 DP0029
 DP0029  NGVD 29 (??/??/92)  528.761  (m)         1734.78   (f) ADJ UNCH    2 0
 DP0029
 DP0029.Superseded values are not recommended for survey control.
 DP0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0029.See file dsdata.txt to determine how the superseded data were derived.
 DP0029
 DP0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC768225(NAD 83)
 DP0029_MARKER: DB = BENCH MARK DISK
 DP0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0029_STAMPING: L-436 1934
 DP0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0029+STABILITY: SURFACE MOTION
 DP0029
 DP0029  HISTORY     - Date     Condition        Report By
 DP0029  HISTORY     - 1934     MONUMENTED       CGS
 DP0029  HISTORY     - 1968     GOOD             USGS
 DP0029
 DP0029                          STATION DESCRIPTION
 DP0029
 DP0029'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DP0029'1.2 MI N FROM GUTHRIE.
 DP0029'ABOUT 1.2 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE COUNTY COURTHOUSE
 DP0029'AT GUTHRIE, KING COUNTY, 147 FT SOUTH OF FENCE EAST, 50 FT WEST OF THE
 DP0029'CENTER LINE OF THE HIGHWAY, AND 1 FOOT EAST OF THE FENCE. A STANDARD
 DP0029'DISK, STAMPED L-436 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0343 ***********************************************************************
 EN0343  DESIGNATION -  L 439
 EN0343  PID         -  EN0343
 EN0343  STATE/COUNTY-  TX/FLOYD
 EN0343  USGS QUAD   -  AIKEN (1968)
 EN0343
 EN0343                         *CURRENT SURVEY CONTROL
 EN0343  ___________________________________________________________________
 EN0343* NAD 83(1986)-  34 09 15.     (N)    101 33 44.     (W)     SCALED    
 EN0343* NAVD 88     -      1009.444  (meters)    3311.82   (feet)  ADJUSTED  
 EN0343  ___________________________________________________________________
 EN0343  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EN0343  DYNAMIC HT  -        1008.155 (meters)    3307.59  (feet)  COMP
 EN0343  MODELED GRAV-     979,324.7   (mgal)                       NAVD 88
 EN0343
 EN0343  VERT ORDER  -  SECOND    CLASS 0
 EN0343
 EN0343.The horizontal coordinates were scaled from a topographic map and have
 EN0343.an estimated accuracy of +/- 6 seconds.
 EN0343
 EN0343.The orthometric height was determined by differential leveling
 EN0343.and adjusted by the National Geodetic Survey in June 1991..
 EN0343
 EN0343.The geoid height was determined by GEOID03.
 EN0343
 EN0343.The dynamic height is computed by dividing the NAVD 88
 EN0343.geopotential number by the normal gravity value computed on the
 EN0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0343.degrees latitude (g = 980.6199 gals.).
 EN0343
 EN0343.The modeled gravity was interpolated from observed gravity values.
 EN0343
 EN0343;                    North         East    Units  Estimated Accuracy
 EN0343;SPC TXNC     - 2,279,970.      317,630.      MT  (+/- 180 meters Scaled)
 EN0343
 EN0343                          SUPERSEDED SURVEY CONTROL
 EN0343
 EN0343  NGVD 29 (??/??/92) 1009.054  (m)         3310.54   (f) ADJ UNCH    2 0
 EN0343
 EN0343.Superseded values are not recommended for survey control.
 EN0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0343.See file dsdata.txt to determine how the superseded data were derived.
 EN0343
 EN0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC637822(NAD 83)
 EN0343_MARKER: DB = BENCH MARK DISK
 EN0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0343_STAMPING: L 439 1934
 EN0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0343+STABILITY: SURFACE MOTION
 EN0343
 EN0343  HISTORY     - Date     Condition        Report By
 EN0343  HISTORY     - 1934     MONUMENTED       CGS
 EN0343  HISTORY     - 1958     GOOD             NGS
 EN0343
 EN0343                          STATION DESCRIPTION
 EN0343
 EN0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EN0343'7.4 MI W FROM LOCKNEY.
 EN0343'ABOUT 7.4 MILES WEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 EN0343'LOCKNEY, FLOYD COUNTY, 42 FEET SOUTH OF MILEPOST 8, ABOUT 200 YARDS
 EN0343'EAST OF THE FLOYD-HALE COUNTY LINE ABOUT 51 FEET SOUTH OF THE CENTER
 EN0343'LINE OF THE TRACK, 49 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 EN0343'70, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED L 439
 EN0343'1934 AND SET IN THE TOP OF A CONCRETE POST.
 EN0343
 EN0343                          STATION RECOVERY (1958)
 EN0343
 EN0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EN0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0242 ***********************************************************************
 AY0242  DESIGNATION -  L 44
 AY0242  PID         -  AY0242
 AY0242  STATE/COUNTY-  TX/WILSON
 AY0242  USGS QUAD   -  POTH (1961)
 AY0242
 AY0242                         *CURRENT SURVEY CONTROL
 AY0242  ___________________________________________________________________
 AY0242* NAD 83(1986)-  29 05 03.     (N)    098 05 35.     (W)     SCALED    
 AY0242* NAVD 88     -       137.297  (meters)     450.45   (feet)  ADJUSTED  
 AY0242  ___________________________________________________________________
 AY0242  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AY0242  DYNAMIC HT  -         137.102 (meters)     449.81  (feet)  COMP
 AY0242  MODELED GRAV-     979,219.0   (mgal)                       NAVD 88
 AY0242
 AY0242  VERT ORDER  -  FIRST     CLASS II
 AY0242
 AY0242.The horizontal coordinates were scaled from a topographic map and have
 AY0242.an estimated accuracy of +/- 6 seconds.
 AY0242
 AY0242.The orthometric height was determined by differential leveling
 AY0242.and adjusted by the National Geodetic Survey in June 1991..
 AY0242
 AY0242.The geoid height was determined by GEOID03.
 AY0242
 AY0242.The dynamic height is computed by dividing the NAVD 88
 AY0242.geopotential number by the normal gravity value computed on the
 AY0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0242.degrees latitude (g = 980.6199 gals.).
 AY0242
 AY0242.The modeled gravity was interpolated from observed gravity values.
 AY0242
 AY0242;                    North         East    Units  Estimated Accuracy
 AY0242;SPC TXSC     - 4,138,970.      688,290.      MT  (+/- 180 meters Scaled)
 AY0242
 AY0242                          SUPERSEDED SURVEY CONTROL
 AY0242
 AY0242  NGVD 29 (??/??/92)  137.232  (m)          450.24   (f) ADJ UNCH    1 2
 AY0242
 AY0242.Superseded values are not recommended for survey control.
 AY0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0242.See file dsdata.txt to determine how the superseded data were derived.
 AY0242
 AY0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT882176(NAD 83)
 AY0242_MARKER: DB = BENCH MARK DISK
 AY0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0242_STAMPING: L 44 1917 ELEV. 450.015 FT.
 AY0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0242+STABILITY: SURFACE MOTION
 AY0242
 AY0242  HISTORY     - Date     Condition        Report By
 AY0242  HISTORY     - 1917     MONUMENTED       CGS
 AY0242  HISTORY     - 1943     GOOD             NGS
 AY0242  HISTORY     - 1981     POOR             NGS
 AY0242  HISTORY     - 19951021 POOR             USPSQD
 AY0242
 AY0242                          STATION DESCRIPTION
 AY0242
 AY0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AY0242'1.1 MI NW FROM POTH.
 AY0242'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0242'STATION AT POTH-- PROCEED 1.1 MILES NORTHWESTERLY ALONG THE RAILROAD
 AY0242'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE NORTHWEST OF
 AY0242'RAILROAD TRESTLE NO.35.59, AND ABOUT 28.0 FEET SOUTHEAST OF THE
 AY0242'FIFTEENTH POLE (ABOUT 0.5 MILE) SOUTHEAST OF MILEPOST 35.  IT IS 23.5
 AY0242'FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AY0242'TRACK, AND 3.5 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.
 AY0242'MONUMENT PROJECTS 0.6 FOOT.  A DISK SET IN A CONCRETE POST.
 AY0242
 AY0242                          STATION RECOVERY (1981)
 AY0242
 AY0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AY0242'MARK RECOVERED IN POOR CONDITION.
 AY0242
 AY0242                          STATION RECOVERY (1995)
 AY0242
 AY0242'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0242'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0116 ***********************************************************************
 EO0116  DESIGNATION -  L 440
 EO0116  PID         -  EO0116
 EO0116  STATE/COUNTY-  TX/LAMB
 EO0116  USGS QUAD   -  SPRINGLAKE (1979)
 EO0116
 EO0116                         *CURRENT SURVEY CONTROL
 EO0116  ___________________________________________________________________
 EO0116* NAD 83(1986)-  34 12 57.     (N)    102 16 44.     (W)     SCALED    
 EO0116* NAVD 88     -      1116.302  (meters)    3662.40   (feet)  ADJUSTED  
 EO0116  ___________________________________________________________________
 EO0116  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 EO0116  DYNAMIC HT  -        1114.872 (meters)    3657.71  (feet)  COMP
 EO0116  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 EO0116
 EO0116  VERT ORDER  -  SECOND    CLASS 0
 EO0116
 EO0116.The horizontal coordinates were scaled from a topographic map and have
 EO0116.an estimated accuracy of +/- 6 seconds.
 EO0116
 EO0116.The orthometric height was determined by differential leveling
 EO0116.and adjusted by the National Geodetic Survey in June 1991..
 EO0116
 EO0116.The geoid height was determined by GEOID03.
 EO0116
 EO0116.The dynamic height is computed by dividing the NAVD 88
 EO0116.geopotential number by the normal gravity value computed on the
 EO0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0116.degrees latitude (g = 980.6199 gals.).
 EO0116
 EO0116.The modeled gravity was interpolated from observed gravity values.
 EO0116
 EO0116;                    North         East    Units  Estimated Accuracy
 EO0116;SPC TXNC     - 2,288,960.      251,820.      MT  (+/- 180 meters Scaled)
 EO0116
 EO0116                          SUPERSEDED SURVEY CONTROL
 EO0116
 EO0116  NGVD 29 (??/??/92) 1115.806  (m)         3660.77   (f) ADJ UNCH    2 0
 EO0116
 EO0116.Superseded values are not recommended for survey control.
 EO0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0116.See file dsdata.txt to determine how the superseded data were derived.
 EO0116
 EO0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT506894(NAD 83)
 EO0116_MARKER: DB = BENCH MARK DISK
 EO0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0116_SP_SET: CULVERT
 EO0116_STAMPING: L-440 1934
 EO0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0116
 EO0116  HISTORY     - Date     Condition        Report By
 EO0116  HISTORY     - 1934     MONUMENTED       CGS
 EO0116  HISTORY     - 1948     GOOD             NGS
 EO0116
 EO0116                          STATION DESCRIPTION
 EO0116
 EO0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0116'2.0 MI E FROM SPRING LAKE.
 EO0116'2.0 MI. E. ALONG U.S. NO. 70 15 FT. S. OF THE CENTER LINE OF HWY., AND
 EO0116'SET IN THE CENTER OF THE S. ABUTMENT OF A CONC. CULVERT.
 EO0116
 EO0116                          STATION RECOVERY (1948)
 EO0116
 EO0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 EO0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0031 ***********************************************************************
 DQ0031  DESIGNATION -  L 441
 DQ0031  PID         -  DQ0031
 DQ0031  STATE/COUNTY-  TX/HOCKLEY
 DQ0031  USGS QUAD   -  WOLFFORTH (1985)
 DQ0031
 DQ0031                         *CURRENT SURVEY CONTROL
 DQ0031  ___________________________________________________________________
 DQ0031* NAD 83(1986)-  33 34 57.     (N)    102 05 56.     (W)     SCALED    
 DQ0031* NAVD 88     -      1021.533  (meters)    3351.48   (feet)  ADJUSTED  
 DQ0031  ___________________________________________________________________
 DQ0031  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 DQ0031  DYNAMIC HT  -        1020.204 (meters)    3347.12  (feet)  COMP
 DQ0031  MODELED GRAV-     979,301.1   (mgal)                       NAVD 88
 DQ0031
 DQ0031  VERT ORDER  -  SECOND    CLASS 0
 DQ0031
 DQ0031.The horizontal coordinates were scaled from a topographic map and have
 DQ0031.an estimated accuracy of +/- 6 seconds.
 DQ0031
 DQ0031.The orthometric height was determined by differential leveling
 DQ0031.and adjusted by the National Geodetic Survey in June 1991..
 DQ0031
 DQ0031.The geoid height was determined by GEOID03.
 DQ0031
 DQ0031.The dynamic height is computed by dividing the NAVD 88
 DQ0031.geopotential number by the normal gravity value computed on the
 DQ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0031.degrees latitude (g = 980.6199 gals.).
 DQ0031
 DQ0031.The modeled gravity was interpolated from observed gravity values.
 DQ0031
 DQ0031;                    North         East    Units  Estimated Accuracy
 DQ0031;SPC TXNC     - 2,218,170.      265,990.      MT  (+/- 180 meters Scaled)
 DQ0031
 DQ0031                          SUPERSEDED SURVEY CONTROL
 DQ0031
 DQ0031  NGVD 29 (??/??/92) 1021.154  (m)         3350.24   (f) ADJ UNCH    2 0
 DQ0031
 DQ0031.Superseded values are not recommended for survey control.
 DQ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0031.See file dsdata.txt to determine how the superseded data were derived.
 DQ0031
 DQ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT692196(NAD 83)
 DQ0031_MARKER: DB = BENCH MARK DISK
 DQ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0031_STAMPING: L 441  1934
 DQ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0031+STABILITY: SURFACE MOTION
 DQ0031
 DQ0031  HISTORY     - Date     Condition        Report By
 DQ0031  HISTORY     - 1934     MONUMENTED       CGS
 DQ0031  HISTORY     - 1945     GOOD             NGS
 DQ0031  HISTORY     - 19940827 MARK NOT FOUND   USPSQD
 DQ0031
 DQ0031                          STATION DESCRIPTION
 DQ0031
 DQ0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DQ0031'3.8 MI E FROM SMYER.
 DQ0031'3.8 MILES EAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 DQ0031'STATION AT SMYER, HOCKLEY COUNTY, 0.5 MILE WEST OF MILEPOST 9, 0.5
 DQ0031'MILE EAST OF MILEPOST 10, 175 FEET SOUTHWEST OF A FARMHOUSE AND A
 DQ0031'WINDMILL, 51 FEET NORTH OF THE CENTERLINE OF THE TRACK, 40 FEET SOUTH
 DQ0031'OF THE CENTERLINE OF A ROAD, AND 1 FOOT NORTH OF THE NORTH
 DQ0031'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 441 1934 AND SET IN
 DQ0031'THE TOP OF A CONCRETE POST.
 DQ0031
 DQ0031                          STATION RECOVERY (1994)
 DQ0031
 DQ0031'RECOVERY NOTE BY US POWER SQUADRON 1994
 DQ0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0100 ***********************************************************************
 DQ0100  DESIGNATION -  L 442
 DQ0100  PID         -  DQ0100
 DQ0100  STATE/COUNTY-  TX/TERRY
 DQ0100  USGS QUAD   -  GOMEZ (1969)
 DQ0100
 DQ0100                         *CURRENT SURVEY CONTROL
 DQ0100  ___________________________________________________________________
 DQ0100* NAD 83(1986)-  33 10 54.     (N)    102 24 33.     (W)     SCALED    
 DQ0100* NAVD 88     -      1031.146  (meters)    3383.02   (feet)  POSTED    
 DQ0100  ___________________________________________________________________
 DQ0100  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DQ0100  DYNAMIC HT  -        1029.770 (meters)    3378.50  (feet)  COMP
 DQ0100  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 DQ0100
 DQ0100  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DQ0100
 DQ0100.The horizontal coordinates were scaled from a topographic map and have
 DQ0100.an estimated accuracy of +/- 6 seconds.
 DQ0100
 DQ0100.The orthometric height was determined by differential leveling
 DQ0100.and adjusted by the National Geodetic Survey in 1992..
 DQ0100.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DQ0100.rate of 1.1 thru 2.0 mm/km.
 DQ0100
 DQ0100.The geoid height was determined by GEOID03.
 DQ0100
 DQ0100.The dynamic height is computed by dividing the NAVD 88
 DQ0100.geopotential number by the normal gravity value computed on the
 DQ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0100.degrees latitude (g = 980.6199 gals.).
 DQ0100
 DQ0100.The modeled gravity was interpolated from observed gravity values.
 DQ0100
 DQ0100;                    North         East    Units  Estimated Accuracy
 DQ0100;SPC TXNC     - 2,174,780.      235,560.      MT  (+/- 180 meters Scaled)
 DQ0100
 DQ0100                          SUPERSEDED SURVEY CONTROL
 DQ0100
 DQ0100  NGVD 29 (??/??/92) 1030.776  (m)         3381.80   (f) ADJ UNCH    2 0
 DQ0100
 DQ0100.Superseded values are not recommended for survey control.
 DQ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0100.See file dsdata.txt to determine how the superseded data were derived.
 DQ0100
 DQ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS415744(NAD 83)
 DQ0100_MARKER: DB = BENCH MARK DISK
 DQ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0100_STAMPING: L-442 1934
 DQ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0100+STABILITY: SURFACE MOTION
 DQ0100
 DQ0100  HISTORY     - Date     Condition        Report By
 DQ0100  HISTORY     - 1934     MONUMENTED       CGS
 DQ0100  HISTORY     - 1958     GOOD             NGS
 DQ0100
 DQ0100                          STATION DESCRIPTION
 DQ0100
 DQ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0100'7.2 MI W FROM BROWNFIELD.
 DQ0100'7.2 MI. W. ALONG U.S. NO. 380 43 FT. N. OF THE CENTER LINE OF HWY., 2
 DQ0100'FT. N. OF A 2 WIRE RIGHT OF WAY FENCE LINE AND TELEPHONE LINE, 60 FT.
 DQ0100'E. OF CROSS FENCE LINE, AND 12 FT. E. OF A TELEPHONE POLE.
 DQ0100
 DQ0100                          STATION RECOVERY (1958)
 DQ0100
 DQ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DQ0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0101 ***********************************************************************
 DQ0101  DESIGNATION -  L 442 RESET 1953
 DQ0101  PID         -  DQ0101
 DQ0101  STATE/COUNTY-  TX/TERRY
 DQ0101  USGS QUAD   -  GOMEZ (1969)
 DQ0101
 DQ0101                         *CURRENT SURVEY CONTROL
 DQ0101  ___________________________________________________________________
 DQ0101* NAD 83(1986)-  33 10 54.     (N)    102 24 33.     (W)     SCALED    
 DQ0101* NAVD 88     -      1030.86   (+/-2cm)    3382.1    (feet)  VERTCON   
 DQ0101  ___________________________________________________________________
 DQ0101  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DQ0101
 DQ0101  VERT ORDER  -  THIRD (See Below)
 DQ0101
 DQ0101.The horizontal coordinates were scaled from a topographic map and have
 DQ0101.an estimated accuracy of +/- 6 seconds.
 DQ0101
 DQ0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0101.The vertical order pertains to the NGVD 29 superseded value.
 DQ0101
 DQ0101.The geoid height was determined by GEOID03.
 DQ0101
 DQ0101;                    North         East    Units  Estimated Accuracy
 DQ0101;SPC TXNC     - 2,174,780.      235,560.      MT  (+/- 180 meters Scaled)
 DQ0101
 DQ0101                          SUPERSEDED SURVEY CONTROL
 DQ0101
 DQ0101  NGVD 29 (01/29/03) 1030.49   (m)         3380.9    (f) RESET       3  
 DQ0101
 DQ0101.Superseded values are not recommended for survey control.
 DQ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0101.See file dsdata.txt to determine how the superseded data were derived.
 DQ0101
 DQ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS415744(NAD 83)
 DQ0101_MARKER: DB = BENCH MARK DISK
 DQ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0101_STAMPING: L 442 RESET 1953
 DQ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0101+STABILITY: SURFACE MOTION
 DQ0101
 DQ0101  HISTORY     - Date     Condition        Report By
 DQ0101  HISTORY     - 1953     MONUMENTED       TXHD
 DQ0101  HISTORY     - 1958     GOOD             NGS
 DQ0101  HISTORY     - 1969     MARK NOT FOUND   USGS
 DQ0101
 DQ0101                          STATION DESCRIPTION
 DQ0101
 DQ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DQ0101'7.2 MI W FROM BROWNFIELD.
 DQ0101'22.3 FEET NORTH AND 1 FOOT EAST OF THE ORIGINAL LOCATION OF L 442
 DQ0101'WHICH WAS DESCRIBED AS FOLLOWS-- 7.2 MILES WEST ALONG U.S. HIGHWAY 380
 DQ0101'FROM THE PANHANDLE AND SANTA FE RAILWAY STATION AT BROWNFIELD, TERRY
 DQ0101'COUNTY, 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 60 FEET EAST
 DQ0101'OF A CROSS FENCE, 2 FEET NORTH OF THE 2-WIRE RIGHT-OF-WAY FENCE AND
 DQ0101'ROW OF POLES, AND 12 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED L
 DQ0101'442 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST.
 DQ0101
 DQ0101                          STATION RECOVERY (1969)
 DQ0101
 DQ0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DQ0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0681 ***********************************************************************
 CU0681  DESIGNATION -  L 444
 CU0681  PID         -  CU0681
 CU0681  STATE/COUNTY-  TX/DAWSON
 CU0681  USGS QUAD   -  ACKERLY (1970)
 CU0681
 CU0681                         *CURRENT SURVEY CONTROL
 CU0681  ___________________________________________________________________
 CU0681* NAD 83(1986)-  32 32 52.     (N)    101 43 52.     (W)     SCALED    
 CU0681* NAVD 88     -       858.231  (meters)    2815.71   (feet)  ADJUSTED  
 CU0681  ___________________________________________________________________
 CU0681  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CU0681  DYNAMIC HT  -         857.087 (meters)    2811.96  (feet)  COMP
 CU0681  MODELED GRAV-     979,276.0   (mgal)                       NAVD 88
 CU0681
 CU0681  VERT ORDER  -  SECOND    CLASS 0
 CU0681
 CU0681.The horizontal coordinates were scaled from a topographic map and have
 CU0681.an estimated accuracy of +/- 6 seconds.
 CU0681
 CU0681.The orthometric height was determined by differential leveling
 CU0681.and adjusted by the National Geodetic Survey in June 1991..
 CU0681
 CU0681.The geoid height was determined by GEOID03.
 CU0681
 CU0681.The dynamic height is computed by dividing the NAVD 88
 CU0681.geopotential number by the normal gravity value computed on the
 CU0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0681.degrees latitude (g = 980.6199 gals.).
 CU0681
 CU0681.The modeled gravity was interpolated from observed gravity values.
 CU0681
 CU0681;                    North         East    Units  Estimated Accuracy
 CU0681;SPC TXNC     - 2,102,370.      296,590.      MT  (+/- 180 meters Scaled)
 CU0681
 CU0681                          SUPERSEDED SURVEY CONTROL
 CU0681
 CU0681  NGVD 29 (??/??/92)  857.933  (m)         2814.74   (f) ADJ UNCH    2 0
 CU0681
 CU0681.Superseded values are not recommended for survey control.
 CU0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0681.See file dsdata.txt to determine how the superseded data were derived.
 CU0681
 CU0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB435044(NAD 83)
 CU0681_MARKER: DB = BENCH MARK DISK
 CU0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0681_SP_SET: CULVERT
 CU0681_STAMPING: L 444 1934
 CU0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0681
 CU0681  HISTORY     - Date     Condition        Report By
 CU0681  HISTORY     - 1934     MONUMENTED       CGS
 CU0681  HISTORY     - 1961     GOOD             NGS
 CU0681  HISTORY     - 1970     MARK NOT FOUND   USGS
 CU0681
 CU0681                          STATION DESCRIPTION
 CU0681
 CU0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CU0681'18.3 MI SE FROM LAMESA.
 CU0681'18.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE COUNTY COURTHOUSE
 CU0681'AT LAMESA, 51 FEET EAST OF A ROW OF POWER-TRANSMISSION LINE POLES, AT
 CU0681'A ROAD INTERSECTION, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD, 18
 CU0681'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A 4-BY 10-FOOT
 CU0681'TRIPLE-GANG CONCRETE CULVERT, AND IN THE TOP OF THE WEST HEADWALL.
 CU0681
 CU0681                          STATION RECOVERY (1970)
 CU0681
 CU0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CU0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0682 ***********************************************************************
 CU0682  DESIGNATION -  L 444 RESET 1964
 CU0682  PID         -  CU0682
 CU0682  STATE/COUNTY-  TX/DAWSON
 CU0682  USGS QUAD   -  ACKERLY (1970)
 CU0682
 CU0682                         *CURRENT SURVEY CONTROL
 CU0682  ___________________________________________________________________
 CU0682* NAD 83(1986)-  32 32 52.     (N)    101 43 52.     (W)     SCALED    
 CU0682* NAVD 88     -       858.12   (meters)    2815.3    (feet)  RESET     
 CU0682  ___________________________________________________________________
 CU0682  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CU0682
 CU0682  VERT ORDER  -  THIRD
 CU0682
 CU0682.The horizontal coordinates were scaled from a topographic map and have
 CU0682.an estimated accuracy of +/- 6 seconds.
 CU0682
 CU0682.The orthometric height was computed from unverified reset data.
 CU0682
 CU0682.The geoid height was determined by GEOID03.
 CU0682
 CU0682;                    North         East    Units  Estimated Accuracy
 CU0682;SPC TXNC     - 2,102,370.      296,590.      MT  (+/- 180 meters Scaled)
 CU0682
 CU0682                          SUPERSEDED SURVEY CONTROL
 CU0682
 CU0682.No superseded survey control is available for this station.
 CU0682
 CU0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB435044(NAD 83)
 CU0682_MARKER: DB = BENCH MARK DISK
 CU0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CU0682_SP_SET: CULVERT
 CU0682_STAMPING: L 444 RESET 1964
 CU0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CU0682
 CU0682  HISTORY     - Date     Condition        Report By
 CU0682  HISTORY     - 1964     MONUMENTED       TXHD
 CU0682  HISTORY     - 1965     GOOD             TXHD
 CU0682
 CU0682                          STATION DESCRIPTION
 CU0682
 CU0682'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1965
 CU0682'18.3 MI SE FROM LAMESA.
 CU0682'ABOUT 18.3 MILES SOUTHEAST ALONG U. S. HIGHWAY 87 FROM THE COUNTY
 CU0682'COURTHOUSE AT LAMESA, 47 FEET EAST OF A ROW OF POWER TRANSMISSION LINE
 CU0682'POLES, AT A ROAD INTERSECTION, 163 FEET NORTH OF THE CENTERLINE, 28
 CU0682'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A 5-BY-3 FOOT
 CU0682'DOUBLE-GANG CONCRETE CULVERT, AND IN THE TOP OF THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0278 ***********************************************************************
 DP0278  DESIGNATION -  L 445
 DP0278  PID         -  DP0278
 DP0278  STATE/COUNTY-  TX/GARZA
 DP0278  USGS QUAD   -  POST WEST (1969)
 DP0278
 DP0278                         *CURRENT SURVEY CONTROL
 DP0278  ___________________________________________________________________
 DP0278* NAD 83(1986)-  33 10 50.     (N)    101 26 01.     (W)     SCALED    
 DP0278* NAVD 88     -       879.841  (meters)    2886.61   (feet)  ADJUSTED  
 DP0278  ___________________________________________________________________
 DP0278  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 DP0278  DYNAMIC HT  -         878.696 (meters)    2882.86  (feet)  COMP
 DP0278  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 DP0278
 DP0278  VERT ORDER  -  SECOND    CLASS 0
 DP0278
 DP0278.The horizontal coordinates were scaled from a topographic map and have
 DP0278.an estimated accuracy of +/- 6 seconds.
 DP0278
 DP0278.The orthometric height was determined by differential leveling
 DP0278.and adjusted by the National Geodetic Survey in June 1991..
 DP0278
 DP0278.The geoid height was determined by GEOID03.
 DP0278
 DP0278.The dynamic height is computed by dividing the NAVD 88
 DP0278.geopotential number by the normal gravity value computed on the
 DP0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0278.degrees latitude (g = 980.6199 gals.).
 DP0278
 DP0278.The modeled gravity was interpolated from observed gravity values.
 DP0278
 DP0278;                    North         East    Units  Estimated Accuracy
 DP0278;SPC TXNC     - 2,171,690.      326,470.      MT  (+/- 180 meters Scaled)
 DP0278
 DP0278                          SUPERSEDED SURVEY CONTROL
 DP0278
 DP0278  NGVD 29 (??/??/92)  879.394  (m)         2885.15   (f) ADJ UNCH    2 0
 DP0278
 DP0278.Superseded values are not recommended for survey control.
 DP0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0278.See file dsdata.txt to determine how the superseded data were derived.
 DP0278
 DP0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB730739(NAD 83)
 DP0278_MARKER: DB = BENCH MARK DISK
 DP0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0278_SP_SET: CULVERT
 DP0278_STAMPING: L 445 1934
 DP0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0278
 DP0278  HISTORY     - Date     Condition        Report By
 DP0278  HISTORY     - 1934     MONUMENTED       CGS
 DP0278  HISTORY     - 1950     GOOD             NGS
 DP0278
 DP0278                          STATION DESCRIPTION
 DP0278
 DP0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DP0278'3.1 MI W FROM POST.
 DP0278'3.1 MILES WEST ALONG U. S. HIGHWAY 380 AND STATE HIGHWAY 84 FROM THE
 DP0278'COURTHOUSE AT POST, GARZA COUNTY, 425 FEET EAST OF THE JUNCTION OF A
 DP0278'RANCH ROAD LEADING NORTH, AT A 4-BY 4-FOOT CONCRETE BOX CULVERT, IN
 DP0278'THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL, 19 FEET SOUTH OF
 DP0278'THE CENTERLINE OF THE HIGHWAY, AND 47 FEET NORTH OF A FENCE.  A
 DP0278'STANDARD DISK, STAMPED L 445 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0674 ***********************************************************************
 CU0674  DESIGNATION -  L 446
 CU0674  PID         -  CU0674
 CU0674  STATE/COUNTY-  TX/BORDEN
 CU0674  USGS QUAD   -  HOLLOWAY CANYON (1969)
 CU0674
 CU0674                         *CURRENT SURVEY CONTROL
 CU0674  ___________________________________________________________________
 CU0674* NAD 83(1986)-  32 45 54.     (N)    101 37 31.     (W)     SCALED    
 CU0674* NAVD 88     -       799.045  (meters)    2621.53   (feet)  ADJUSTED  
 CU0674  ___________________________________________________________________
 CU0674  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 CU0674  DYNAMIC HT  -         798.000 (meters)    2618.11  (feet)  COMP
 CU0674  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 CU0674
 CU0674  VERT ORDER  -  SECOND    CLASS 0
 CU0674
 CU0674.The horizontal coordinates were scaled from a topographic map and have
 CU0674.an estimated accuracy of +/- 6 seconds.
 CU0674
 CU0674.The orthometric height was determined by differential leveling
 CU0674.and adjusted by the National Geodetic Survey in June 1991..
 CU0674
 CU0674.The geoid height was determined by GEOID03.
 CU0674
 CU0674.The dynamic height is computed by dividing the NAVD 88
 CU0674.geopotential number by the normal gravity value computed on the
 CU0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0674.degrees latitude (g = 980.6199 gals.).
 CU0674
 CU0674.The modeled gravity was interpolated from observed gravity values.
 CU0674
 CU0674;                    North         East    Units  Estimated Accuracy
 CU0674;SPC TXNC     - 2,126,150.      307,240.      MT  (+/- 180 meters Scaled)
 CU0674
 CU0674                          SUPERSEDED SURVEY CONTROL
 CU0674
 CU0674  NGVD 29 (??/??/92)  798.726  (m)         2620.49   (f) ADJ UNCH    2 0
 CU0674
 CU0674.Superseded values are not recommended for survey control.
 CU0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0674.See file dsdata.txt to determine how the superseded data were derived.
 CU0674
 CU0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKB540282(NAD 83)
 CU0674_MARKER: DB = BENCH MARK DISK
 CU0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0674_STAMPING: L 446 1934
 CU0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0674+STABILITY: SURFACE MOTION
 CU0674
 CU0674  HISTORY     - Date     Condition        Report By
 CU0674  HISTORY     - 1934     MONUMENTED       CGS
 CU0674
 CU0674                          STATION DESCRIPTION
 CU0674
 CU0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CU0674'12.6 MI W FROM GAIL.
 CU0674'12.6 MILES WEST ALONG STATE HIGHWAY 15 FROM THE POST OFFICE AT GAIL,
 CU0674'BORDEN COUNTY, 270 FEET WEST OF A 36-INCH GALVANIZED-IRON CULVERT, 33
 CU0674'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF THE
 CU0674'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 446 1934 AND SET IN
 CU0674'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0018 ***********************************************************************
 CV0018  DESIGNATION -  L 447 RESET 1935
 CV0018  PID         -  CV0018
 CV0018  STATE/COUNTY-  TX/DAWSON
 CV0018  USGS QUAD   -  PATRICIA NE (1970)
 CV0018
 CV0018                         *CURRENT SURVEY CONTROL
 CV0018  ___________________________________________________________________
 CV0018* NAD 83(1986)-  32 42 42.     (N)    102 04 48.     (W)     SCALED    
 CV0018* NAVD 88     -       915.490  (meters)    3003.57   (feet)  ADJUSTED  
 CV0018  ___________________________________________________________________
 CV0018  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CV0018  DYNAMIC HT  -         914.267 (meters)    2999.56  (feet)  COMP
 CV0018  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 CV0018
 CV0018  VERT ORDER  -  SECOND    CLASS 0
 CV0018
 CV0018.The horizontal coordinates were scaled from a topographic map and have
 CV0018.an estimated accuracy of +/- 6 seconds.
 CV0018
 CV0018.The orthometric height was determined by differential leveling
 CV0018.and adjusted by the National Geodetic Survey in June 1991..
 CV0018
 CV0018.The geoid height was determined by GEOID03.
 CV0018
 CV0018.The dynamic height is computed by dividing the NAVD 88
 CV0018.geopotential number by the normal gravity value computed on the
 CV0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0018.degrees latitude (g = 980.6199 gals.).
 CV0018
 CV0018.The modeled gravity was interpolated from observed gravity values.
 CV0018
 CV0018;                    North         East    Units  Estimated Accuracy
 CV0018;SPC TXNC     - 2,121,600.      264,460.      MT  (+/- 180 meters Scaled)
 CV0018
 CV0018                          SUPERSEDED SURVEY CONTROL
 CV0018
 CV0018  NGVD 29 (??/??/92)  915.166  (m)         3002.51   (f) ADJ UNCH    2 0
 CV0018
 CV0018.Superseded values are not recommended for survey control.
 CV0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0018.See file dsdata.txt to determine how the superseded data were derived.
 CV0018
 CV0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGS737230(NAD 83)
 CV0018_MARKER: DB = BENCH MARK DISK
 CV0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0018_STAMPING: L 447 RESET 1935
 CV0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0018+STABILITY: SURFACE MOTION
 CV0018
 CV0018  HISTORY     - Date     Condition        Report By
 CV0018  HISTORY     - 1935     MONUMENTED       TXHD
 CV0018  HISTORY     - 1939     GOOD             NGS
 CV0018  HISTORY     - 1970     MARK NOT FOUND   USGS
 CV0018
 CV0018                          STATION DESCRIPTION
 CV0018
 CV0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 CV0018'8.0 MI W FROM LAMESA.
 CV0018'8.0 MILES WEST ALONG STATE HIGHWAY 15 FROM THE COURTHOUSE AT LAMESA,
 CV0018'DAWSON COUNTY, 0.3 MILE WEST OF A FARMHOUSE ON THE SOUTH SIDE OF THE
 CV0018'HIGHWAY, 0.3 MILE EAST OF A BRICK SCHOOLHOUSE ON THE NORTH SIDE OF THE
 CV0018'HIGHWAY, AT-HIGHWAY STATION 1752+12, 45 FEET NORTH OF THE CENTERLINE
 CV0018'OF THE HIGHWAY, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE. A STANDARD
 CV0018'DISK, STAMPED L 447 RESET 1935 AND SET IN THE TOP OF A CONCRETE POST.
 CV0018
 CV0018                          STATION RECOVERY (1970)
 CV0018
 CV0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CV0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0268 ***********************************************************************
 BN0268  DESIGNATION -  L 448
 BN0268  PID         -  BN0268
 BN0268  STATE/COUNTY-  TX/MASON
 BN0268  USGS QUAD   -  LONG MOUNTAIN (1970)
 BN0268
 BN0268                         *CURRENT SURVEY CONTROL
 BN0268  ___________________________________________________________________
 BN0268* NAD 83(1986)-  30 45 54.     (N)    099 26 19.     (W)     SCALED    
 BN0268* NAVD 88     -       560.709  (meters)    1839.59   (feet)  ADJUSTED  
 BN0268  ___________________________________________________________________
 BN0268  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 BN0268  DYNAMIC HT  -         559.936 (meters)    1837.06  (feet)  COMP
 BN0268  MODELED GRAV-     979,244.1   (mgal)                       NAVD 88
 BN0268
 BN0268  VERT ORDER  -  SECOND    CLASS 0
 BN0268
 BN0268.The horizontal coordinates were scaled from a topographic map and have
 BN0268.an estimated accuracy of +/- 6 seconds.
 BN0268
 BN0268.The orthometric height was determined by differential leveling
 BN0268.and adjusted by the National Geodetic Survey in June 1991..
 BN0268
 BN0268.The geoid height was determined by GEOID03.
 BN0268
 BN0268.The dynamic height is computed by dividing the NAVD 88
 BN0268.geopotential number by the normal gravity value computed on the
 BN0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0268.degrees latitude (g = 980.6199 gals.).
 BN0268
 BN0268.The modeled gravity was interpolated from observed gravity values.
 BN0268
 BN0268;                    North         East    Units  Estimated Accuracy
 BN0268;SPC TX C     - 3,122,100.      785,650.      MT  (+/- 180 meters Scaled)
 BN0268
 BN0268                          SUPERSEDED SURVEY CONTROL
 BN0268
 BN0268  NGVD 29 (??/??/92)  560.654  (m)         1839.41   (f) ADJ UNCH    2 0
 BN0268
 BN0268.Superseded values are not recommended for survey control.
 BN0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0268.See file dsdata.txt to determine how the superseded data were derived.
 BN0268
 BN0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV580036(NAD 83)
 BN0268_MARKER: DB = BENCH MARK DISK
 BN0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0268_STAMPING: L 448 1935
 BN0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0268+STABILITY: SURFACE MOTION
 BN0268
 BN0268  HISTORY     - Date     Condition        Report By
 BN0268  HISTORY     - 1935     MONUMENTED       CGS
 BN0268  HISTORY     - 1953     GOOD             NGS
 BN0268  HISTORY     - 20060314 MARK NOT FOUND   USPSQD
 BN0268
 BN0268                          STATION DESCRIPTION
 BN0268
 BN0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0268'10.7 MI NE FROM LONDON.
 BN0268'10.7 MILES NORTHEAST ALONG U.S. HIGHWAY 377 FROM THE POST OFFICE AT
 BN0268'LONDON, 0.25 MILE WEST OF A FARMHOUSE, 265 FEET NORTH OF THE CENTER
 BN0268'LINE OF THE HIGHWAY, 54 FEET NORTH OF THE CENTER LINE OF THE OLD
 BN0268'HIGHWAY, 52.8 FEET NORTH OF A FENCE, 0.6 FOOT SOUTH OF A WITNESS POST,
 BN0268'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 BN0268'GROUND.
 BN0268
 BN0268                          STATION RECOVERY (2006)
 BN0268
 BN0268'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0268'SEARCHED 600 FEET EACH SIDE OF LAT. LON. SHOWN IN DATA SHEETS AND DID
 BN0268'NOT RECOVER THE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0340 ***********************************************************************
 BN0340  DESIGNATION -  L 449
 BN0340  PID         -  BN0340
 BN0340  STATE/COUNTY-  TX/KIMBLE
 BN0340  USGS QUAD   -  MUDGE DRAW (1974)
 BN0340
 BN0340                         *CURRENT SURVEY CONTROL
 BN0340  ___________________________________________________________________
 BN0340* NAD 83(1986)-  30 20 08.     (N)    099 34 55.     (W)     SCALED    
 BN0340* NAVD 88     -       651.185  (meters)    2136.43   (feet)  ADJUSTED  
 BN0340  ___________________________________________________________________
 BN0340  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 BN0340  DYNAMIC HT  -         650.252 (meters)    2133.37  (feet)  COMP
 BN0340  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 BN0340
 BN0340  VERT ORDER  -  SECOND    CLASS 0
 BN0340
 BN0340.The horizontal coordinates were scaled from a topographic map and have
 BN0340.an estimated accuracy of +/- 6 seconds.
 BN0340
 BN0340.The orthometric height was determined by differential leveling
 BN0340.and adjusted by the National Geodetic Survey in June 1991..
 BN0340
 BN0340.The geoid height was determined by GEOID03.
 BN0340
 BN0340.The dynamic height is computed by dividing the NAVD 88
 BN0340.geopotential number by the normal gravity value computed on the
 BN0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0340.degrees latitude (g = 980.6199 gals.).
 BN0340
 BN0340.The modeled gravity was interpolated from observed gravity values.
 BN0340
 BN0340;                    North         East    Units  Estimated Accuracy
 BN0340;SPC TX C     - 3,074,400.      772,250.      MT  (+/- 180 meters Scaled)
 BN0340
 BN0340                          SUPERSEDED SURVEY CONTROL
 BN0340
 BN0340  NGVD 29 (??/??/92)  651.131  (m)         2136.25   (f) ADJ UNCH    2 0
 BN0340
 BN0340.Superseded values are not recommended for survey control.
 BN0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0340.See file dsdata.txt to determine how the superseded data were derived.
 BN0340
 BN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU440561(NAD 83)
 BN0340_MARKER: DB = BENCH MARK DISK
 BN0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0340_STAMPING: L-449 1935
 BN0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0340+STABILITY: SURFACE MOTION
 BN0340
 BN0340  HISTORY     - Date     Condition        Report By
 BN0340  HISTORY     - 1935     MONUMENTED       CGS
 BN0340  HISTORY     - 1974     MARK NOT FOUND   USGS
 BN0340  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 BN0340
 BN0340                          STATION DESCRIPTION
 BN0340
 BN0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BN0340'7.7 MI SE FROM SEGOVIA.
 BN0340'7.7 MI. S.E. ALONG U.S. NO. 290 0.25 MI. N.W. OF A DIP IN HWY., 0.1
 BN0340'MI. S.E. OF A RANCH ROAD TO S.W., 40 FT. S.W. OF THE CENTER LINE OF
 BN0340'HWY., AND 2 FT. N.E. OF FENCE.
 BN0340
 BN0340                          STATION RECOVERY (1974)
 BN0340
 BN0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BN0340'MARK NOT FOUND.
 BN0340
 BN0340                          STATION RECOVERY (1999)
 BN0340
 BN0340'RECOVERY NOTE BY US POWER SQUADRON 1999
 BN0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1458 ***********************************************************************
 AN1458  DESIGNATION -  L 45
 AN1458  PID         -  AN1458
 AN1458  STATE/COUNTY-  TX/BEE
 AN1458  USGS QUAD   -  BEEVILLE WEST (1979)
 AN1458
 AN1458                         *CURRENT SURVEY CONTROL
 AN1458  ___________________________________________________________________
 AN1458* NAD 83(1986)-  28 29 14.     (N)    097 46 52.     (W)     SCALED    
 AN1458* NAVD 88     -       101.805  (meters)     334.01   (feet)  ADJUSTED  
 AN1458  ___________________________________________________________________
 AN1458  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AN1458  DYNAMIC HT  -         101.653 (meters)     333.51  (feet)  COMP
 AN1458  MODELED GRAV-     979,158.9   (mgal)                       NAVD 88
 AN1458
 AN1458  VERT ORDER  -  FIRST     CLASS II
 AN1458
 AN1458.The horizontal coordinates were scaled from a topographic map and have
 AN1458.an estimated accuracy of +/- 6 seconds.
 AN1458
 AN1458.The orthometric height was determined by differential leveling
 AN1458.and adjusted by the National Geodetic Survey in June 1991..
 AN1458
 AN1458.The geoid height was determined by GEOID03.
 AN1458
 AN1458.The dynamic height is computed by dividing the NAVD 88
 AN1458.geopotential number by the normal gravity value computed on the
 AN1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1458.degrees latitude (g = 980.6199 gals.).
 AN1458
 AN1458.The modeled gravity was interpolated from observed gravity values.
 AN1458
 AN1458;                    North         East    Units  Estimated Accuracy
 AN1458;SPC TXSC     - 4,073,090.      719,340.      MT  (+/- 180 meters Scaled)
 AN1458
 AN1458                          SUPERSEDED SURVEY CONTROL
 AN1458
 AN1458  NGVD 29 (??/??/92)  101.79   (m)          334.0    (f) COMPUTED    1 2
 AN1458
 AN1458.Superseded values are not recommended for survey control.
 AN1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1458.See file dsdata.txt to determine how the superseded data were derived.
 AN1458
 AN1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS193517(NAD 83)
 AN1458_MARKER: DB = BENCH MARK DISK
 AN1458_SETTING: 0 = UNSPECIFIED SETTING
 AN1458_STAMPING: L 45 1917 ELEV 333.90 FT.
 AN1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1458
 AN1458  HISTORY     - Date     Condition        Report By
 AN1458  HISTORY     - 1917     MONUMENTED       CGS
 AN1458  HISTORY     - 1943     GOOD             NGS
 AN1458  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 AN1458
 AN1458                          STATION DESCRIPTION
 AN1458
 AN1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN1458'3.25 MI S FROM NORMANNA.
 AN1458'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AN1458'STATION AT NORMANNA, PROCEED 3.25 MILES SOUTHERLY ALONG THE TRACK TO
 AN1458'SITE OF BENCH MARK.  BENCH MARK IS 44.0 FEET NORTHEAST OF AND ABOUT
 AN1458'THE SAME ELEVATION AS THE CENTERLINE OF THE TRACK.  IT IS 32.6 FEET
 AN1458'EAST OF THE NINETH POLE NORTHWEST OF MILE POST NO.87 AND 2.2 FEET
 AN1458'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS
 AN1458'0.2 FOOT.  A DISK SET IN A CONCRETE POST.
 AN1458
 AN1458                          STATION RECOVERY (1996)
 AN1458
 AN1458'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1120 ***********************************************************************
 AY1120  DESIGNATION -  L 450
 AY1120  PID         -  AY1120
 AY1120  STATE/COUNTY-  TX/BANDERA
 AY1120  USGS QUAD   -  A BAR A RANCH (1982)
 AY1120
 AY1120                         *CURRENT SURVEY CONTROL
 AY1120  ___________________________________________________________________
 AY1120* NAD 83(1986)-  29 51 11.     (N)    099 16 43.     (W)     SCALED    
 AY1120* NAVD 88     -       461.872  (meters)    1515.33   (feet)  ADJUSTED  
 AY1120  ___________________________________________________________________
 AY1120  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AY1120  DYNAMIC HT  -         461.209 (meters)    1513.15  (feet)  COMP
 AY1120  MODELED GRAV-     979,194.0   (mgal)                       NAVD 88
 AY1120
 AY1120  VERT ORDER  -  SECOND    CLASS 0
 AY1120
 AY1120.The horizontal coordinates were scaled from a topographic map and have
 AY1120.an estimated accuracy of +/- 6 seconds.
 AY1120
 AY1120.The orthometric height was determined by differential leveling
 AY1120.and adjusted by the National Geodetic Survey in June 1991..
 AY1120
 AY1120.The geoid height was determined by GEOID03.
 AY1120
 AY1120.The dynamic height is computed by dividing the NAVD 88
 AY1120.geopotential number by the normal gravity value computed on the
 AY1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1120.degrees latitude (g = 980.6199 gals.).
 AY1120
 AY1120.The modeled gravity was interpolated from observed gravity values.
 AY1120
 AY1120;                    North         East    Units  Estimated Accuracy
 AY1120;SPC TXSC     - 4,223,870.      573,080.      MT  (+/- 180 meters Scaled)
 AY1120
 AY1120                          SUPERSEDED SURVEY CONTROL
 AY1120
 AY1120  NGVD 29 (??/??/92)  461.773  (m)         1515.00   (f) ADJ UNCH    2 0
 AY1120
 AY1120.Superseded values are not recommended for survey control.
 AY1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1120.See file dsdata.txt to determine how the superseded data were derived.
 AY1120
 AY1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU730025(NAD 83)
 AY1120_MARKER: DB = BENCH MARK DISK
 AY1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1120_STAMPING: L 450 1935
 AY1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1120+STABILITY: SURFACE MOTION
 AY1120
 AY1120  HISTORY     - Date     Condition        Report By
 AY1120  HISTORY     - 1935     MONUMENTED       CGS
 AY1120  HISTORY     - 1953     GOOD             NGS
 AY1120  HISTORY     - 1990     POOR             USPSQD
 AY1120
 AY1120                          STATION DESCRIPTION
 AY1120
 AY1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1120'19.1 MI SW FROM KERRVILLE.
 AY1120'19.1 MILES SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1120'KERRVILLE, 453 YARDS SOUTH OF THE SOUTH END OF A BRIDGE OVER THE
 AY1120'MEDINA RIVER, 58 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18.5
 AY1120'FEET WEST OF A FENCE, 19 FEET WEST OF A WITNESS POST, SET IN THE TOP
 AY1120'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 AY1120
 AY1120                          STATION RECOVERY (1990)
 AY1120
 AY1120'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AY1120'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0245 ***********************************************************************
 CD0245  DESIGNATION -  L 451
 CD0245  PID         -  CD0245
 CD0245  STATE/COUNTY-  TX/CULBERSON
 CD0245  USGS QUAD   -  VICTORIO PEAK (1973)
 CD0245
 CD0245                         *CURRENT SURVEY CONTROL
 CD0245  ___________________________________________________________________
 CD0245* NAD 83(1986)-  31 17 27.     (N)    104 50 07.     (W)     SCALED    
 CD0245* NAVD 88     -      1153.748  (meters)    3785.25   (feet)  ADJUSTED  
 CD0245  ___________________________________________________________________
 CD0245  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CD0245  DYNAMIC HT  -        1151.962 (meters)    3779.40  (feet)  COMP
 CD0245  MODELED GRAV-     979,053.2   (mgal)                       NAVD 88
 CD0245
 CD0245  VERT ORDER  -  SECOND    CLASS 0
 CD0245
 CD0245.The horizontal coordinates were scaled from a topographic map and have
 CD0245.an estimated accuracy of +/- 6 seconds.
 CD0245
 CD0245.The orthometric height was determined by differential leveling
 CD0245.and adjusted by the National Geodetic Survey in June 1991..
 CD0245
 CD0245.The geoid height was determined by GEOID03.
 CD0245
 CD0245.The dynamic height is computed by dividing the NAVD 88
 CD0245.geopotential number by the normal gravity value computed on the
 CD0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0245.degrees latitude (g = 980.6199 gals.).
 CD0245
 CD0245.The modeled gravity was interpolated from observed gravity values.
 CD0245
 CD0245;                    North         East    Units  Estimated Accuracy
 CD0245;SPC TX C     - 3,188,720.      271,520.      MT  (+/- 180 meters Scaled)
 CD0245
 CD0245                          SUPERSEDED SURVEY CONTROL
 CD0245
 CD0245  NGVD 29 (??/??/92) 1153.266  (m)         3783.67   (f) ADJ UNCH    2 0
 CD0245
 CD0245.Superseded values are not recommended for survey control.
 CD0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0245.See file dsdata.txt to determine how the superseded data were derived.
 CD0245
 CD0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ156618(NAD 83)
 CD0245_MARKER: DB = BENCH MARK DISK
 CD0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0245_STAMPING: L 451 1934
 CD0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0245+STABILITY: SURFACE MOTION
 CD0245
 CD0245  HISTORY     - Date     Condition        Report By
 CD0245  HISTORY     - 1934     MONUMENTED       CGS
 CD0245  HISTORY     - 1958     GOOD             NGS
 CD0245
 CD0245                          STATION DESCRIPTION
 CD0245
 CD0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0245'19.2 MI N FROM VAN HORN.
 CD0245'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0245'STATION AT VAN HORN, THENCE ABOUT 19.05 MILE NORTH ALONG STATE HIGHWAY
 CD0245'54.  43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1.0 MILE
 CD0245'NORTH OF A POINT WHERE THE HIGHWAY LEAVES THE HILLS, 29 FEET WEST OF
 CD0245'THE WEST END OF A CATTLE GUARD, 33 1/2 FEET EAST OF A NORTH-SOUTH
 CD0245'FENCE, 6 FEET NORTH OF A EAST-WEST FENCE, 2 FEET EAST OF A WHITE
 CD0245'WOODEN WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 CD0245'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0500 ***********************************************************************
 BP0500  DESIGNATION -  L 452
 BP0500  PID         -  BP0500
 BP0500  STATE/COUNTY-  TX/JEFF DAVIS
 BP0500  USGS QUAD   -  ANTELOPE FLAT (1972)
 BP0500
 BP0500                         *CURRENT SURVEY CONTROL
 BP0500  ___________________________________________________________________
 BP0500* NAD 83(1986)-  30 58 24.     (N)    103 54 51.     (W)     SCALED    
 BP0500* NAVD 88     -      1136.294  (meters)    3727.99   (feet)  POSTED    
 BP0500  ___________________________________________________________________
 BP0500  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 BP0500  DYNAMIC HT  -        1134.540 (meters)    3722.24  (feet)  COMP
 BP0500  MODELED GRAV-     979,061.2   (mgal)                       NAVD 88
 BP0500
 BP0500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BP0500
 BP0500.The horizontal coordinates were scaled from a topographic map and have
 BP0500.an estimated accuracy of +/- 6 seconds.
 BP0500
 BP0500.The orthometric height was determined by differential leveling
 BP0500.and adjusted by the National Geodetic Survey in 1992..
 BP0500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BP0500.rate of 0.0 thru 1.0 mm/km.
 BP0500
 BP0500.The geoid height was determined by GEOID03.
 BP0500
 BP0500.The dynamic height is computed by dividing the NAVD 88
 BP0500.geopotential number by the normal gravity value computed on the
 BP0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0500.degrees latitude (g = 980.6199 gals.).
 BP0500
 BP0500.The modeled gravity was interpolated from observed gravity values.
 BP0500
 BP0500;                    North         East    Units  Estimated Accuracy
 BP0500;SPC TX C     - 3,150,360.      358,020.      MT  (+/- 180 meters Scaled)
 BP0500
 BP0500                          SUPERSEDED SURVEY CONTROL
 BP0500
 BP0500  NGVD 29 (??/??/92) 1135.892  (m)         3726.67   (f) ADJ UNCH    2 0
 BP0500
 BP0500.Superseded values are not recommended for survey control.
 BP0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0500.See file dsdata.txt to determine how the superseded data were derived.
 BP0500
 BP0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ036271(NAD 83)
 BP0500_MARKER: DB = BENCH MARK DISK
 BP0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0500_STAMPING: L 452 1934 3726.600
 BP0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0500+STABILITY: SURFACE MOTION
 BP0500
 BP0500  HISTORY     - Date     Condition        Report By
 BP0500  HISTORY     - 1934     MONUMENTED       CGS
 BP0500  HISTORY     - 1958     GOOD             NGS
 BP0500
 BP0500                          STATION DESCRIPTION
 BP0500
 BP0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0500'8.45 MI NW FROM TOYAHVALE.
 BP0500'ABOUT 8.45 MILES NORTHWEST ALONG U. S. HIGHWAY 290 FROM THE POST
 BP0500'OFFICE AT TOYAHVALE, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BP0500'HIGHWAY, 0.25 MILE NORTHWEST OF A SMALL CONCRETE CULVERT, 0.4 MILE
 BP0500'SOUTHEAST OF THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHWEST, 5
 BP0500'INCHES NORTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A WHITE WOODEN
 BP0500'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN
 BP0500'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0250 ***********************************************************************
 BP0250  DESIGNATION -  L 453
 BP0250  PID         -  BP0250
 BP0250  STATE/COUNTY-  TX/PECOS
 BP0250  USGS QUAD   -  BELDING NW (1970)
 BP0250
 BP0250                         *CURRENT SURVEY CONTROL
 BP0250  ___________________________________________________________________
 BP0250* NAD 83(1986)-  30 55 42.     (N)    103 14 34.     (W)     SCALED    
 BP0250* NAVD 88     -       926.993  (meters)    3041.31   (feet)  POSTED    
 BP0250  ___________________________________________________________________
 BP0250  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 BP0250  DYNAMIC HT  -         925.580 (meters)    3036.67  (feet)  COMP
 BP0250  MODELED GRAV-     979,084.8   (mgal)                       NAVD 88
 BP0250
 BP0250  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BP0250
 BP0250.The horizontal coordinates were scaled from a topographic map and have
 BP0250.an estimated accuracy of +/- 6 seconds.
 BP0250
 BP0250.The orthometric height was determined by differential leveling
 BP0250.and adjusted by the National Geodetic Survey in 1992..
 BP0250.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BP0250.rate of 1.1 thru 2.0 mm/km.
 BP0250
 BP0250.The geoid height was determined by GEOID03.
 BP0250
 BP0250.The dynamic height is computed by dividing the NAVD 88
 BP0250.geopotential number by the normal gravity value computed on the
 BP0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0250.degrees latitude (g = 980.6199 gals.).
 BP0250
 BP0250.The modeled gravity was interpolated from observed gravity values.
 BP0250
 BP0250;                    North         East    Units  Estimated Accuracy
 BP0250;SPC TX C     - 3,143,500.      421,990.      MT  (+/- 180 meters Scaled)
 BP0250
 BP0250                          SUPERSEDED SURVEY CONTROL
 BP0250
 BP0250  NGVD 29 (??/??/92)  926.649  (m)         3040.18   (f) ADJ UNCH    2 0
 BP0250
 BP0250.Superseded values are not recommended for survey control.
 BP0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0250.See file dsdata.txt to determine how the superseded data were derived.
 BP0250
 BP0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ678229(NAD 83)
 BP0250_MARKER: DB = BENCH MARK DISK
 BP0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BP0250_SP_SET: CULVERT
 BP0250_STAMPING: L 453 1935 3040.181
 BP0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BP0250
 BP0250  HISTORY     - Date     Condition        Report By
 BP0250  HISTORY     - 1935     MONUMENTED       CGS
 BP0250  HISTORY     - 1958     GOOD             NGS
 BP0250  HISTORY     - 19961005 MARK NOT FOUND   USPSQD
 BP0250
 BP0250                          STATION DESCRIPTION
 BP0250
 BP0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0250'21.6 MI W FROM FORT STOCKTON.
 BP0250'ABOUT 21.6 MILES WEST ALONG U. S. HIGHWAY 290 FROM THE PANHANDLE AND
 BP0250'SANTA FE RAILWAY STATION AT FORT STOCKTON, 15 FEET SOUTH OF THE CENTER
 BP0250'LINE OF THE HIGHWAY, AND IN THE TOP AND NEAR THE CENTER OF THE SOUTH
 BP0250'CONCRETE HEADWALL OF A FIVE CHANNEL CONCRETE CULVERT ABOUT LEVEL WITH
 BP0250'THE HIGHWAY.
 BP0250
 BP0250                          STATION RECOVERY (1996)
 BP0250
 BP0250'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0251 ***********************************************************************
 BP0251  DESIGNATION -  L 453 RESET 1958
 BP0251  PID         -  BP0251
 BP0251  STATE/COUNTY-  TX/PECOS
 BP0251  USGS QUAD   -  BELDING NW (1970)
 BP0251
 BP0251                         *CURRENT SURVEY CONTROL
 BP0251  ___________________________________________________________________
 BP0251* NAD 83(1986)-  30 55 42.     (N)    103 14 34.     (W)     SCALED    
 BP0251* NAVD 88     -       926.17   (+/-2cm)    3038.6    (feet)  VERTCON   
 BP0251  ___________________________________________________________________
 BP0251  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 BP0251
 BP0251  VERT ORDER  -  THIRD (See Below)
 BP0251
 BP0251.The horizontal coordinates were scaled from a topographic map and have
 BP0251.an estimated accuracy of +/- 6 seconds.
 BP0251
 BP0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 BP0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BP0251.The vertical order pertains to the NGVD 29 superseded value.
 BP0251
 BP0251.The geoid height was determined by GEOID03.
 BP0251
 BP0251;                    North         East    Units  Estimated Accuracy
 BP0251;SPC TX C     - 3,143,500.      421,990.      MT  (+/- 180 meters Scaled)
 BP0251
 BP0251                          SUPERSEDED SURVEY CONTROL
 BP0251
 BP0251  NGVD 29 (01/29/03)  925.82   (m)         3037.5    (f) RESET       3  
 BP0251
 BP0251.Superseded values are not recommended for survey control.
 BP0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0251.See file dsdata.txt to determine how the superseded data were derived.
 BP0251
 BP0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ678229(NAD 83)
 BP0251_MARKER: DB = BENCH MARK DISK
 BP0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0251_STAMPING: L 453 RESET 1958
 BP0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0251+STABILITY: SURFACE MOTION
 BP0251
 BP0251  HISTORY     - Date     Condition        Report By
 BP0251  HISTORY     - 1958     MONUMENTED       CGS
 BP0251
 BP0251                          STATION DESCRIPTION
 BP0251
 BP0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BP0251'22.0 MI W FROM FORT STOCKTON.
 BP0251'ABOUT 22.0 MILES WEST OF THE MAIN STREET INTERSECTION IN FORT
 BP0251'STOCKTON, ALONG U.S. HIGHWAY NO. 290, 9 FEET SOUTH OF THE SOUTH
 BP0251'RIGHT-OF-WAY FENCE LINE AND 35 YARDS SOUTHEAST OF THE SOUTHEND OF A
 BP0251'CONCRETE CULVERT.  A STANDARD DISK STAMPED L 453 RESET 1958 IN A
 BP0251'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.  IT IS NEAR HIGHWAY
 BP0251'STATION NO. 1152.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0195 ***********************************************************************
 CE0195  DESIGNATION -  L 455
 CE0195  PID         -  CE0195
 CE0195  STATE/COUNTY-  TX/EL PASO
 CE0195  USGS QUAD   -  ANTHONY (1955)
 CE0195
 CE0195                         *CURRENT SURVEY CONTROL
 CE0195  ___________________________________________________________________
 CE0195* NAD 83(1986)-  32 00 00.     (N)    106 37 05.     (W)     SCALED    
 CE0195* NAVD 88     -      1155.686  (meters)    3791.61   (feet)  ADJUSTED  
 CE0195  ___________________________________________________________________
 CE0195  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0195  DYNAMIC HT  -        1153.972 (meters)    3785.99  (feet)  COMP
 CE0195  MODELED GRAV-     979,116.7   (mgal)                       NAVD 88
 CE0195
 CE0195  VERT ORDER  -  FIRST     CLASS II
 CE0195
 CE0195.The horizontal coordinates were scaled from a topographic map and have
 CE0195.an estimated accuracy of +/- 6 seconds.
 CE0195
 CE0195.The orthometric height was determined by differential leveling
 CE0195.and adjusted by the National Geodetic Survey in June 1991..
 CE0195
 CE0195.The geoid height was determined by GEOID03.
 CE0195
 CE0195.The dynamic height is computed by dividing the NAVD 88
 CE0195.geopotential number by the normal gravity value computed on the
 CE0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0195.degrees latitude (g = 980.6199 gals.).
 CE0195
 CE0195.The modeled gravity was interpolated from observed gravity values.
 CE0195
 CE0195;                    North         East    Units  Estimated Accuracy
 CE0195;SPC TX C     - 3,275,450.      106,430.      MT  (+/- 180 meters Scaled)
 CE0195
 CE0195                          SUPERSEDED SURVEY CONTROL
 CE0195
 CE0195  NGVD 29 (??/??/92) 1155.170  (m)         3789.92   (f) ADJ UNCH    1 2
 CE0195
 CE0195.Superseded values are not recommended for survey control.
 CE0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0195.See file dsdata.txt to determine how the superseded data were derived.
 CE0195
 CE0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR471415(NAD 83)
 CE0195_MARKER: DB = BENCH MARK DISK
 CE0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0195_STAMPING: TL 455 1 ELEV 3790 FT
 CE0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0195+STABILITY: SURFACE MOTION
 CE0195
 CE0195  HISTORY     - Date     Condition        Report By
 CE0195  HISTORY     - UNK      MONUMENTED       NMTXBC
 CE0195  HISTORY     - 1952     GOOD             NGS
 CE0195  HISTORY     - 1954     GOOD             NGS
 CE0195  HISTORY     - 1981     MARK NOT FOUND   NGS
 CE0195
 CE0195                          STATION DESCRIPTION
 CE0195
 CE0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0195'0.95 MI W FROM LA TUNA.
 CE0195'0.15 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CE0195'THE STATION AT LA TUNA, THENCE 0.8 MILE WEST ALONG AN OILED ROAD, ON
 CE0195'THE TEXAS AND NEW MEXICO STATE LINE, 300 FEET OF THE CENTER LINE OF AN
 CE0195'OILED ROAD, 87.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CE0195'CONCRETE PLATFORM OF A COTTON GIN, 108 FEET EAST OF THE EAST EDGE OF
 CE0195'AN IRRIGATION DITCH, ON THE SOUTH EDGE OF A FIELD, 2.8 FEET EAST OF A
 CE0195'WITNESS POST, SET IN THE TOP OF A LARGE CONCRETE POST WHICH PROJECTS
 CE0195'1.8 FEET ABOVE THE GROUND.
 CE0195
 CE0195                          STATION RECOVERY (1954)
 CE0195
 CE0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CE0195'RECOVERED IN GOOD CONDITION.
 CE0195
 CE0195                          STATION RECOVERY (1981)
 CE0195
 CE0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CE0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1168 ***********************************************************************
 AW1168  DESIGNATION -  L 455
 AW1168  PID         -  AW1168
 AW1168  STATE/COUNTY-  TX/BRAZORIA
 AW1168  USGS QUAD   -  ANGLETON (1974)
 AW1168
 AW1168                         *CURRENT SURVEY CONTROL
 AW1168  ___________________________________________________________________
 AW1168* NAD 83(1986)-  29 11 44.     (N)    095 22 44.     (W)     SCALED    
 AW1168* NAVD 88     -         5.40   (+/-2cm)      17.7    (feet)  VERTCON   
 AW1168  ___________________________________________________________________
 AW1168  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AW1168
 AW1168  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1168
 AW1168.The horizontal coordinates were scaled from a topographic map and have
 AW1168.an estimated accuracy of +/- 6 seconds.
 AW1168
 AW1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1168.The vertical order pertains to the NGVD 29 superseded value.
 AW1168
 AW1168.The geoid height was determined by GEOID03.
 AW1168
 AW1168;                    North         East    Units  Estimated Accuracy
 AW1168;SPC TXSC     - 4,156,420.      952,070.      MT  (+/- 180 meters Scaled)
 AW1168
 AW1168                          SUPERSEDED SURVEY CONTROL
 AW1168
 AW1168  NGVD 29 (??/??/92)    5.408  (m)           17.74   (f) ADJ UNCH    1 1
 AW1168
 AW1168.Superseded values are not recommended for survey control.
 AW1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1168.See file dsdata.txt to determine how the superseded data were derived.
 AW1168
 AW1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN686319(NAD 83)
 AW1168_MARKER: DB = BENCH MARK DISK
 AW1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1168_STAMPING: L 455 1950
 AW1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1168+STABILITY: SURFACE MOTION
 AW1168
 AW1168  HISTORY     - Date     Condition        Report By
 AW1168  HISTORY     - 1950     MONUMENTED       CGS
 AW1168  HISTORY     - 1973     GOOD             NGS
 AW1168  HISTORY     - 1978     GOOD             NGS
 AW1168  HISTORY     - 1987     GOOD             USPSQD
 AW1168  HISTORY     - 1988     GOOD             USPSQD
 AW1168  HISTORY     - 19970628 GOOD             USPSQD
 AW1168  HISTORY     - 20030426 GOOD             USPSQD
 AW1168
 AW1168                          STATION DESCRIPTION
 AW1168
 AW1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1168'4.2 MI NE FROM ANGLETON.
 AW1168'4.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1168'STATION AT ANGLETON, AT THE SOUTHEAST CORNER OF THE JUNCTION OF COUNTY
 AW1168'ROADS 171 AND 212, 10 1/2 POLES NORTHEAST OF MILEPOLE 324, 122.3 FEET
 AW1168'SOUTH AND ACROSS COUNTY ROAD 171 FROM THE SOUTH RAIL, 40 FEET SOUTH OF
 AW1168'THE CENTER LINE OF ROAD 171, 37 1/2 FEET EAST OF THE CENTER LINE OF
 AW1168'ROAD 212, 7 1/2 FEET SOUTH OF A POWER POLE, 0.7 FOOT WEST OF A WITNESS
 AW1168'POST, ABOUT 5 FEET LOWER THAN THE TRACK, ABOUT LEVEL WITH ROAD 212,
 AW1168'AND SET IN THE TOP OF A CONCRETE POST 0.5 FOOT UNDERGROUND.
 AW1168
 AW1168                          STATION RECOVERY (1978)
 AW1168
 AW1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1168'RECOVERED IN GOOD CONDITION.
 AW1168
 AW1168                          STATION RECOVERY (1987)
 AW1168
 AW1168'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLB)
 AW1168'RECOVERED IN GOOD CONDITION.
 AW1168
 AW1168                          STATION RECOVERY (1988)
 AW1168
 AW1168'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW1168'RECOVERED IN GOOD CONDITION.
 AW1168
 AW1168                          STATION RECOVERY (1997)
 AW1168
 AW1168'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1168'RECOVERED IN GOOD CONDITION.
 AW1168
 AW1168                          STATION RECOVERY (2003)
 AW1168
 AW1168'RECOVERY NOTE BY US POWER SQUADRON 2003 (KWB)
 AW1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0038 ***********************************************************************
 AN0038  DESIGNATION -  L 456
 AN0038  PID         -  AN0038
 AN0038  STATE/COUNTY-  TX/MATAGORDA
 AN0038  USGS QUAD   -  BLESSING (1995)
 AN0038
 AN0038                         *CURRENT SURVEY CONTROL
 AN0038  ___________________________________________________________________
 AN0038* NAD 83(1986)-  28 51 43.     (N)    096 13 04.     (W)     SCALED    
 AN0038* NAVD 88     -        10.83   (+/-2cm)      35.5    (feet)  VERTCON   
 AN0038  ___________________________________________________________________
 AN0038  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0038
 AN0038  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0038
 AN0038.The horizontal coordinates were scaled from a topographic map and have
 AN0038.an estimated accuracy of +/- 6 seconds.
 AN0038
 AN0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0038.The vertical order pertains to the NGVD 29 superseded value.
 AN0038
 AN0038.The geoid height was determined by GEOID03.
 AN0038
 AN0038;                    North         East    Units  Estimated Accuracy
 AN0038;SPC TXSC     - 4,117,230.      871,400.      MT  (+/- 180 meters Scaled)
 AN0038
 AN0038                          SUPERSEDED SURVEY CONTROL
 AN0038
 AN0038  NGVD 29 (??/??/92)   10.878  (m)           35.69   (f) ADJ UNCH    1 2
 AN0038
 AN0038.Superseded values are not recommended for survey control.
 AN0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0038.See file dsdata.txt to determine how the superseded data were derived.
 AN0038
 AN0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS714958(NAD 83)
 AN0038_MARKER: DB = BENCH MARK DISK
 AN0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0038_STAMPING: L 456 1951
 AN0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0038+STABILITY: SURFACE MOTION
 AN0038
 AN0038  HISTORY     - Date     Condition        Report By
 AN0038  HISTORY     - 1951     MONUMENTED       CGS
 AN0038  HISTORY     - 1959     MARK NOT FOUND   NGS
 AN0038
 AN0038                          STATION DESCRIPTION
 AN0038
 AN0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AN0038'0.7 MI S FROM BLESSING.
 AN0038'0.7 MILE SOUTH ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN0038'STATION AT BLESSING, 6.2 FEET SOUTH OF MILEPOST 57, 42.5 FEET WEST OF
 AN0038'THE WEST RAIL, 36 FEET EAST OF THE CENTER LINE OF AN OILED ROAD, SET
 AN0038'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 AN0038'GROUND.
 AN0038
 AN0038                          STATION RECOVERY (1959)
 AN0038
 AN0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AN0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3364 ***********************************************************************
 AW3364  DESIGNATION -  L 457
 AW3364  PID         -  AW3364
 AW3364  STATE/COUNTY-  TX/HARRIS
 AW3364  USGS QUAD   -  BELLAIRE (1995)
 AW3364
 AW3364                         *CURRENT SURVEY CONTROL
 AW3364  ___________________________________________________________________
 AW3364* NAD 83(1986)-  29 40 06.     (N)    095 23 41.     (W)     SCALED    
 AW3364* NAVD 88     -        16.56   (+/-2cm)      54.3    (feet)  VERTCON   
 AW3364  ___________________________________________________________________
 AW3364  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AW3364
 AW3364  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3364
 AW3364.The horizontal coordinates were scaled from a topographic map and have
 AW3364.an estimated accuracy of +/- 6 seconds.
 AW3364
 AW3364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3364.The vertical order pertains to the NGVD 29 superseded value.
 AW3364
 AW3364.The geoid height was determined by GEOID03.
 AW3364
 AW3364;                    North         East    Units  Estimated Accuracy
 AW3364;SPC TXSC     - 4,208,750.      948,910.      MT  (+/- 180 meters Scaled)
 AW3364
 AW3364                          SUPERSEDED SURVEY CONTROL
 AW3364
 AW3364  NGVD 29 (??/??/92)   16.553  (m)           54.31   (f) ADJ UNCH    1 2
 AW3364
 AW3364.Superseded values are not recommended for survey control.
 AW3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3364.See file dsdata.txt to determine how the superseded data were derived.
 AW3364
 AW3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN682844(NAD 83)
 AW3364_MARKER: DB = BENCH MARK DISK
 AW3364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3364_SP_SET: CULVERT
 AW3364_STAMPING: L 457 1951
 AW3364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3364
 AW3364  HISTORY     - Date     Condition        Report By
 AW3364  HISTORY     - 1951     MONUMENTED       CGS
 AW3364  HISTORY     - 1959     GOOD             NGS
 AW3364  HISTORY     - 1964     MARK NOT FOUND   NGS
 AW3364
 AW3364                          STATION DESCRIPTION
 AW3364
 AW3364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AW3364'9.45 MI S FROM HOUSTON.
 AW3364'ABOUT 4.75 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE
 AW3364'RAILWAY FROM THE UNION STATION AT HOUSTON, THENCE ABOUT 4.5 MILES
 AW3364'SOUTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD, THENCE ABOUT 0.2
 AW3364'MILE SOUTH ALONG THE HOUSTON BELT AND TERMINAL RAILROAD, 2 1/2 POLES
 AW3364'SOUTH OF MILEPOST 7, 81 FEET WEST OF THE WEST RAIL, IN THE TOP OF THE
 AW3364'NORTH END OF THE EAST CONCRETE HEAD WALL OF A CULVERT UNDER STATE
 AW3364'HIGHWAY 288, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 AW3364'LEVEL WITH THE TRACKS.
 AW3364
 AW3364                          STATION RECOVERY (1964)
 AW3364
 AW3364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 AW3364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1099 ***********************************************************************
 AW1099  DESIGNATION -  L 458
 AW1099  PID         -  AW1099
 AW1099  STATE/COUNTY-  TX/HARRIS
 AW1099  USGS QUAD   -  FRIENDSWOOD (1995)
 AW1099
 AW1099                         *CURRENT SURVEY CONTROL
 AW1099  ___________________________________________________________________
 AW1099* NAD 83(1986)-  29 36 20.     (N)    095 10 11.     (W)     SCALED    
 AW1099* NAVD 88     -         8.724  (meters)      28.62   (feet)  ADJUSTED  
 AW1099  ___________________________________________________________________
 AW1099  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AW1099  DYNAMIC HT  -           8.712 (meters)      28.58  (feet)  COMP
 AW1099  MODELED GRAV-     979,275.2   (mgal)                       NAVD 88
 AW1099
 AW1099  VERT ORDER  -  FIRST     CLASS II
 AW1099
 AW1099.This mark is at Ellington Fld (EFD) Airport (EFD)
 AW1099
 AW1099.The horizontal coordinates were scaled from a topographic map and have
 AW1099.an estimated accuracy of +/- 6 seconds.
 AW1099
 AW1099.The orthometric height was determined by differential leveling
 AW1099.and adjusted by the National Geodetic Survey in June 1991..
 AW1099
 AW1099.The geoid height was determined by GEOID03.
 AW1099
 AW1099.The dynamic height is computed by dividing the NAVD 88
 AW1099.geopotential number by the normal gravity value computed on the
 AW1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1099.degrees latitude (g = 980.6199 gals.).
 AW1099
 AW1099.The modeled gravity was interpolated from observed gravity values.
 AW1099
 AW1099;                    North         East    Units  Estimated Accuracy
 AW1099;SPC TXSC     - 4,202,480.      970,910.      MT  (+/- 180 meters Scaled)
 AW1099
 AW1099                          SUPERSEDED SURVEY CONTROL
 AW1099
 AW1099  NGVD 29 (12/23/87)    8.720  (m)           28.61   (f) ADJUSTED    1 2
 AW1099
 AW1099.Superseded values are not recommended for survey control.
 AW1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1099.See file dsdata.txt to determine how the superseded data were derived.
 AW1099
 AW1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN898770(NAD 83)
 AW1099_MARKER: DB = BENCH MARK DISK
 AW1099_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1099_SP_SET: HEADWALL
 AW1099_STAMPING: L 458 1951
 AW1099_MARK LOGO: CGS   
 AW1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1099+STABILITY: SURFACE MOTION
 AW1099
 AW1099  HISTORY     - Date     Condition        Report By
 AW1099  HISTORY     - 1951     MONUMENTED       CGS
 AW1099  HISTORY     - 1973     GOOD             NGS
 AW1099  HISTORY     - 1978     GOOD             NGS
 AW1099  HISTORY     - 1987     GOOD             USPSQD
 AW1099  HISTORY     - 1987     GOOD             USPSQD
 AW1099  HISTORY     - 1987     GOOD             USPSQD
 AW1099  HISTORY     - 1987     GOOD             USPSQD
 AW1099  HISTORY     - 1987     GOOD             USPSQD
 AW1099  HISTORY     - 1987     GOOD             USPSQD
 AW1099  HISTORY     - 1987     GOOD             USPSQD
 AW1099  HISTORY     - 1987     GOOD             USPSQD
 AW1099  HISTORY     - 1987     GOOD             USPSQD
 AW1099  HISTORY     - 1987     GOOD             NGS
 AW1099  HISTORY     - 1988     GOOD             USPSQD
 AW1099  HISTORY     - 1988     GOOD             USPSQD
 AW1099  HISTORY     - 1988     GOOD             USPSQD
 AW1099  HISTORY     - 1988     GOOD             USPSQD
 AW1099  HISTORY     - 1988     GOOD             USPSQD
 AW1099  HISTORY     - 1988     GOOD             USPSQD
 AW1099  HISTORY     - 1988     GOOD             USPSQD
 AW1099  HISTORY     - 1989     GOOD             USPSQD
 AW1099  HISTORY     - 1989     GOOD             USPSQD
 AW1099  HISTORY     - 1989     GOOD             USPSQD
 AW1099  HISTORY     - 1989     GOOD             USPSQD
 AW1099  HISTORY     - 1989     GOOD             USPSQD
 AW1099  HISTORY     - 1989     GOOD             USPSQD
 AW1099  HISTORY     - 1989     GOOD             USPSQD
 AW1099  HISTORY     - 19970816 MARK NOT FOUND   USPSQD
 AW1099  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 AW1099  HISTORY     - 20050828 MARK NOT FOUND   USPSQD
 AW1099
 AW1099                          STATION DESCRIPTION
 AW1099
 AW1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1099'3.3 MI SE FROM GENOA.
 AW1099'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 AW1099'GENOA-RED BLUFF ROAD AT GENOA, THENCE 0.8 MILE NORTH ALONG BRANTLEY
 AW1099'AVENUE, AT ELLINGTON AIR FORCE BASE, FROM GENOA, 196 FEET WEST OF THE
 AW1099'SOUTHWEST CORNER OF THE MOST NORTHERLY ONE OF THREE CONTROL TOWERS,
 AW1099'SET IN THE TOP AND AT THE CENTER OF THE EAST HEADWALL OF A CONCRETE
 AW1099'CULVERT UNDER THE AVENUE, 27.5 FEET EAST OF THE CENTER LINE OF THE
 AW1099'AVENUE, AND ABOUT LEVEL WITH THE AVENUE.
 AW1099
 AW1099                          STATION RECOVERY (1978)
 AW1099
 AW1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1987)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1987)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1987 (CD)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1987)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1987)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1987 (PP)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1987)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1987)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1987 (JGM)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1987)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1987 (RLA)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1987)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCC)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1987)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1987)
 AW1099
 AW1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1099'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--76.2 M
 AW1099'(250.0 FT) NORTH OF THE CENTER OF RUNWAY ENTRANCE ROAD NUMBER B 3.
 AW1099
 AW1099                          STATION RECOVERY (1988)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1988)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1988 (CWT)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1988)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1988 (MP)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1988)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1988)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1988)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAC)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1988)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJ)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1989)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1989)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1989)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1989)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1989)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWS)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1989)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1989)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1099'RECOVERED IN GOOD CONDITION.
 AW1099
 AW1099                          STATION RECOVERY (1997)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW1099'MARK NOT FOUND.
 AW1099
 AW1099                          STATION RECOVERY (2000)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 2000
 AW1099'MARK NOT FOUND.
 AW1099
 AW1099                          STATION RECOVERY (2005)
 AW1099
 AW1099'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1099'NEW CONCRETE AT THIS AREA.  THE OLD MARK IS GONE.  IT SHOULD BE
 AW1099'REMOVED FROM THE DATA BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3840 ***********************************************************************
 AW3840  DESIGNATION -  L 459
 AW3840  PID         -  AW3840
 AW3840  STATE/COUNTY-  TX/HARRIS
 AW3840  USGS QUAD   -  PASADENA (1995)
 AW3840
 AW3840                         *CURRENT SURVEY CONTROL
 AW3840  ___________________________________________________________________
 AW3840* NAD 83(1986)-  29 37 40.     (N)    095 13 45.     (W)     SCALED    
 AW3840* NAVD 88     -        13.37   (+/-2cm)      43.9    (feet)  VERTCON   
 AW3840  ___________________________________________________________________
 AW3840  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AW3840
 AW3840  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3840
 AW3840.The horizontal coordinates were scaled from a topographic map and have
 AW3840.an estimated accuracy of +/- 6 seconds.
 AW3840
 AW3840.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3840.The vertical order pertains to the NGVD 29 superseded value.
 AW3840
 AW3840.The geoid height was determined by GEOID03.
 AW3840
 AW3840;                    North         East    Units  Estimated Accuracy
 AW3840;SPC TXSC     - 4,204,760.      965,080.      MT  (+/- 180 meters Scaled)
 AW3840
 AW3840                          SUPERSEDED SURVEY CONTROL
 AW3840
 AW3840  NGVD 29 (??/??/92)   13.371  (m)           43.87   (f) ADJ UNCH    1 2
 AW3840
 AW3840.Superseded values are not recommended for survey control.
 AW3840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3840.See file dsdata.txt to determine how the superseded data were derived.
 AW3840
 AW3840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN841796(NAD 83)
 AW3840_MARKER: DB = BENCH MARK DISK
 AW3840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3840_SP_SET: CULVERT
 AW3840_STAMPING: L 459 1951
 AW3840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3840
 AW3840  HISTORY     - Date     Condition        Report By
 AW3840  HISTORY     - 1951     MONUMENTED       CGS
 AW3840  HISTORY     - 1959     MARK NOT FOUND   NGS
 AW3840  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AW3840  HISTORY     - 20030211 POOR             USPSQD
 AW3840  HISTORY     - 20040213 MARK NOT FOUND   USPSQD
 AW3840
 AW3840                          STATION DESCRIPTION
 AW3840
 AW3840'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 AW3840'2.2 MI W FROM GENOA.
 AW3840'2.2 MILES WEST ALONG THE ALMEDA AND GENOA ROAD FROM THE GALVESTON,
 AW3840'HOUSTON AND HENDERSON RAILROAD STATION AT GENOA, 13 FEET NORTH OF THE
 AW3840'CENTER LINE OF THE ROAD, 225 FEET WEST OF THE CENTER LINE OF THE WEST
 AW3840'LANE OF THE GULF FREEWAY, SET IN THE TOP OF THE CENTER OF THE NORTH
 AW3840'HEADWALL OF A TRIPLE 4X10 FOOT CONCRETE CULVERT UNDER THE ALMEDA AND
 AW3840'GENOA ROAD.
 AW3840
 AW3840                          STATION RECOVERY (1959)
 AW3840
 AW3840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 AW3840'MARK NOT FOUND.
 AW3840
 AW3840                          STATION RECOVERY (1998)
 AW3840
 AW3840'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW3840'MARK NOT FOUND.
 AW3840
 AW3840                          STATION RECOVERY (2003)
 AW3840
 AW3840'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW3840'A NEW CULVERT HAS BEEN INSTALLED AT THIS LOCATION.  DID NOT FIND A
 AW3840'DISK ON ANY CORNER OR FACE ON THE NEW CULVERT.
 AW3840
 AW3840                          STATION RECOVERY (2004)
 AW3840
 AW3840'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW3840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0643 ***********************************************************************
 AW0643  DESIGNATION -  L 460
 AW0643  PID         -  AW0643
 AW0643  STATE/COUNTY-  TX/GALVESTON
 AW0643  USGS QUAD   -  SAN LUIS PASS (1974)
 AW0643
 AW0643                         *CURRENT SURVEY CONTROL
 AW0643  ___________________________________________________________________
 AW0643* NAD 83(1986)-  29 06 07.     (N)    095 05 47.     (W)     SCALED    
 AW0643* NAVD 88     -         3.06   (+/-2cm)      10.0    (feet)  VERTCON   
 AW0643  ___________________________________________________________________
 AW0643  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AW0643
 AW0643  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0643
 AW0643.The horizontal coordinates were scaled from a topographic map and have
 AW0643.an estimated accuracy of +/- 6 seconds.
 AW0643
 AW0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0643.The vertical order pertains to the NGVD 29 superseded value.
 AW0643
 AW0643.The geoid height was determined by GEOID03.
 AW0643
 AW0643;                    North         East    Units  Estimated Accuracy
 AW0643;SPC TXSC     - 4,146,940.      979,870.      MT  (+/- 180 meters Scaled)
 AW0643
 AW0643                          SUPERSEDED SURVEY CONTROL
 AW0643
 AW0643  NGVD 29 (??/??/92)    3.062  (m)           10.05   (f) ADJ UNCH    1 1
 AW0643
 AW0643.Superseded values are not recommended for survey control.
 AW0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0643.See file dsdata.txt to determine how the superseded data were derived.
 AW0643
 AW0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN959210(NAD 83)
 AW0643_MARKER: DB = BENCH MARK DISK
 AW0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0643_STAMPING: L 460 1951
 AW0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0643+STABILITY: SURFACE MOTION
 AW0643
 AW0643  HISTORY     - Date     Condition        Report By
 AW0643  HISTORY     - 1951     MONUMENTED       CGS
 AW0643  HISTORY     - 1964     GOOD             NGS
 AW0643  HISTORY     - 1978     GOOD             NGS
 AW0643  HISTORY     - 1987     MARK NOT FOUND   NGS
 AW0643  HISTORY     - 19990604 MARK NOT FOUND   USPSQD
 AW0643  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 AW0643  HISTORY     - 20041213 MARK NOT FOUND   USPSQD
 AW0643
 AW0643                          STATION DESCRIPTION
 AW0643
 AW0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW0643'24.95 MI SW FROM GALVESTON.
 AW0643'6.15 MILES SOUTHWEST ALONG SEA WALL BOULEVARD FROM THE MOODY CENTER AT
 AW0643'GALVESTON, THENCE 0.2 MILE SOUTHWEST ALONG THE BEACH, THENCE 0.4 MILE
 AW0643'NORTHWEST ALONG A PAVED ROAD, THENCE 18.2 MILES SOUTHWEST ALONG
 AW0643'STEWART ROAD, ON THE CREST OF A LOW RIDGE BETWEEN THE ROAD AND THE
 AW0643'SHORELINE, 327 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 265 FEET
 AW0643'SOUTHEAST OF AN OLD FENCE LINE, 0.8 FOOT NORTHWEST OF A WOODEN WITNESS
 AW0643'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 AW0643'A CONCRETE POST PROJECTING 9 INCHES.
 AW0643
 AW0643                          STATION RECOVERY (1978)
 AW0643
 AW0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0643'RECOVERED IN GOOD CONDITION.
 AW0643
 AW0643                          STATION RECOVERY (1987)
 AW0643
 AW0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0643'MARK NOT FOUND.
 AW0643
 AW0643                          STATION RECOVERY (1999)
 AW0643
 AW0643'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW0643'MARK NOT FOUND.
 AW0643
 AW0643                          STATION RECOVERY (2003)
 AW0643
 AW0643'RECOVERY NOTE BY US POWER SQUADRON 2003 (GWS)
 AW0643'MARK NOT FOUND.
 AW0643
 AW0643                          STATION RECOVERY (2004)
 AW0643
 AW0643'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1436 ***********************************************************************
 AY1436  DESIGNATION -  L 461
 AY1436  PID         -  AY1436
 AY1436  STATE/COUNTY-  TX/REAL
 AY1436  USGS QUAD   -  OWL HOLLOW (1971)
 AY1436
 AY1436                         *CURRENT SURVEY CONTROL
 AY1436  ___________________________________________________________________
 AY1436* NAD 83(1986)-  29 47 05.     (N)    099 46 02.     (W)     SCALED    
 AY1436* NAVD 88     -       514.585  (meters)    1688.27   (feet)  ADJUSTED  
 AY1436  ___________________________________________________________________
 AY1436  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 AY1436  DYNAMIC HT  -         513.826 (meters)    1685.78  (feet)  COMP
 AY1436  MODELED GRAV-     979,152.5   (mgal)                       NAVD 88
 AY1436
 AY1436  VERT ORDER  -  SECOND    CLASS 0
 AY1436
 AY1436.The horizontal coordinates were scaled from a topographic map and have
 AY1436.an estimated accuracy of +/- 6 seconds.
 AY1436
 AY1436.The orthometric height was determined by differential leveling
 AY1436.and adjusted by the National Geodetic Survey in June 1991..
 AY1436
 AY1436.The geoid height was determined by GEOID03.
 AY1436
 AY1436.The dynamic height is computed by dividing the NAVD 88
 AY1436.geopotential number by the normal gravity value computed on the
 AY1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1436.degrees latitude (g = 980.6199 gals.).
 AY1436
 AY1436.The modeled gravity was interpolated from observed gravity values.
 AY1436
 AY1436;                    North         East    Units  Estimated Accuracy
 AY1436;SPC TXSC     - 4,216,510.      525,820.      MT  (+/- 180 meters Scaled)
 AY1436
 AY1436                          SUPERSEDED SURVEY CONTROL
 AY1436
 AY1436  NGVD 29 (??/??/92)  514.498  (m)         1687.98   (f) ADJ UNCH    2 0
 AY1436
 AY1436.Superseded values are not recommended for survey control.
 AY1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1436.See file dsdata.txt to determine how the superseded data were derived.
 AY1436
 AY1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT258951(NAD 83)
 AY1436_MARKER: DB = BENCH MARK DISK
 AY1436_SETTING: 66 = SET IN ROCK OUTCROP
 AY1436_SP_SET: ROCK OUTCROP
 AY1436_STAMPING: L 461 1953
 AY1436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1436+STABILITY: POSITION/ELEVATION WELL
 AY1436
 AY1436  HISTORY     - Date     Condition        Report By
 AY1436  HISTORY     - 1953     MONUMENTED       CGS
 AY1436  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AY1436  HISTORY     - 20010801 MARK NOT FOUND   NGS
 AY1436
 AY1436                          STATION DESCRIPTION
 AY1436
 AY1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1436'4.15 MI N FROM LEAKEY.
 AY1436'0.75 MILE NORTH ALONG U.S. HIGHWAY 83 AND RANCH ROAD 336 FROM THE
 AY1436'COURTHOUSE AT LEAKEY, THENCE 3.4 MILES NORTH ALONG RANCH ROAD 336, ON
 AY1436'THE OUTSIDE OF A CURVE IN THE ROAD, 0.15 MILE NORTHEAST OF THE TOP OF
 AY1436'A ROCKY RIDGE, ON THE SOUTHWEST BANK OF THE FRIO RIVER, 200 FEET
 AY1436'NORTHEAST OF THE CENTER LINE OF THE RANCH ROAD, 2 FEET ABOVE THE
 AY1436'GROUND, SET IN THE TOP OF A 4X5 FOOT ROCK OUTCROP.
 AY1436
 AY1436                          STATION RECOVERY (2001)
 AY1436
 AY1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1436'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1436
 AY1436                          STATION RECOVERY (2001)
 AY1436
 AY1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1436'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1402 ***********************************************************************
 AY1402  DESIGNATION -  L 462
 AY1402  PID         -  AY1402
 AY1402  STATE/COUNTY-  TX/REAL
 AY1402  USGS QUAD   -  OWL HOLLOW (1971)
 AY1402
 AY1402                         *CURRENT SURVEY CONTROL
 AY1402  ___________________________________________________________________
 AY1402* NAD 83(1986)-  29 45 10.     (N)    099 49 29.     (W)     SCALED    
 AY1402* NAVD 88     -       709.578  (meters)    2328.01   (feet)  ADJUSTED  
 AY1402  ___________________________________________________________________
 AY1402  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 AY1402  DYNAMIC HT  -         708.526 (meters)    2324.56  (feet)  COMP
 AY1402  MODELED GRAV-     979,135.4   (mgal)                       NAVD 88
 AY1402
 AY1402  VERT ORDER  -  SECOND    CLASS 0
 AY1402
 AY1402.The horizontal coordinates were scaled from a topographic map and have
 AY1402.an estimated accuracy of +/- 6 seconds.
 AY1402
 AY1402.The orthometric height was determined by differential leveling
 AY1402.and adjusted by the National Geodetic Survey in June 1991..
 AY1402
 AY1402.The geoid height was determined by GEOID03.
 AY1402
 AY1402.The dynamic height is computed by dividing the NAVD 88
 AY1402.geopotential number by the normal gravity value computed on the
 AY1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1402.degrees latitude (g = 980.6199 gals.).
 AY1402
 AY1402.The modeled gravity was interpolated from observed gravity values.
 AY1402
 AY1402;                    North         East    Units  Estimated Accuracy
 AY1402;SPC TXSC     - 4,213,010.      520,240.      MT  (+/- 180 meters Scaled)
 AY1402
 AY1402                          SUPERSEDED SURVEY CONTROL
 AY1402
 AY1402  NGVD 29 (??/??/92)  709.482  (m)         2327.69   (f) ADJ UNCH    2 0
 AY1402
 AY1402.Superseded values are not recommended for survey control.
 AY1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1402.See file dsdata.txt to determine how the superseded data were derived.
 AY1402
 AY1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT202916(NAD 83)
 AY1402_MARKER: DB = BENCH MARK DISK
 AY1402_SETTING: 66 = SET IN ROCK OUTCROP
 AY1402_SP_SET: ROCK OUTCROP
 AY1402_STAMPING: L 462 1953
 AY1402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY1402+STABILITY: POSITION/ELEVATION WELL
 AY1402
 AY1402  HISTORY     - Date     Condition        Report By
 AY1402  HISTORY     - 1953     MONUMENTED       CGS
 AY1402  HISTORY     - 20010331 GOOD             NGS
 AY1402  HISTORY     - 20010801 GOOD             NGS
 AY1402  HISTORY     - 20020331 GOOD             NGS
 AY1402
 AY1402                          STATION DESCRIPTION
 AY1402
 AY1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1402'5.4 MI W FROM LEAKEY.
 AY1402'0.1 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE COURTHOUSE AT LEAKEY,
 AY1402'THENCE 5.3 MILES WEST ALONG RANCH ROAD 337, 163 FEET SOUTHWEST OF THE
 AY1402'WEST END OF A GUARD RAIL, 50 FEET SOUTH OF THE CENTER LINE OF THE
 AY1402'RANCH ROAD, 1.7 FEET SOUTH OF A FENCE, 0.2 FOOT ABOVE THE GROUND, SET
 AY1402'IN THE TOP OF A FLAT ROCK OUTCROP.
 AY1402
 AY1402                          STATION RECOVERY (2001)
 AY1402
 AY1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1402'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1402
 AY1402                          STATION RECOVERY (2001)
 AY1402
 AY1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AY1402'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AY1402
 AY1402                          STATION RECOVERY (2002)
 AY1402
 AY1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AY1402'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1147 ***********************************************************************
 AY1147  DESIGNATION -  L 463
 AY1147  PID         -  AY1147
 AY1147  STATE/COUNTY-  TX/BANDERA
 AY1147  USGS QUAD   -  BANDERA PASS (1982)
 AY1147
 AY1147                         *CURRENT SURVEY CONTROL
 AY1147  ___________________________________________________________________
 AY1147* NAD 83(1986)-  29 46 01.     (N)    099 06 50.     (W)     SCALED    
 AY1147* NAVD 88     -       436.859  (meters)    1433.26   (feet)  ADJUSTED  
 AY1147  ___________________________________________________________________
 AY1147  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 AY1147  DYNAMIC HT  -         436.232 (meters)    1431.20  (feet)  COMP
 AY1147  MODELED GRAV-     979,192.9   (mgal)                       NAVD 88
 AY1147
 AY1147  VERT ORDER  -  SECOND    CLASS 0
 AY1147
 AY1147.The horizontal coordinates were scaled from a topographic map and have
 AY1147.an estimated accuracy of +/- 6 seconds.
 AY1147
 AY1147.The orthometric height was determined by differential leveling
 AY1147.and adjusted by the National Geodetic Survey in June 1991..
 AY1147
 AY1147.The geoid height was determined by GEOID03.
 AY1147
 AY1147.The dynamic height is computed by dividing the NAVD 88
 AY1147.geopotential number by the normal gravity value computed on the
 AY1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1147.degrees latitude (g = 980.6199 gals.).
 AY1147
 AY1147.The modeled gravity was interpolated from observed gravity values.
 AY1147
 AY1147;                    North         East    Units  Estimated Accuracy
 AY1147;SPC TXSC     - 4,214,300.      588,990.      MT  (+/- 180 meters Scaled)
 AY1147
 AY1147                          SUPERSEDED SURVEY CONTROL
 AY1147
 AY1147  NGVD 29 (??/??/92)  436.743  (m)         1432.88   (f) ADJ UNCH    2 0
 AY1147
 AY1147.Superseded values are not recommended for survey control.
 AY1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1147.See file dsdata.txt to determine how the superseded data were derived.
 AY1147
 AY1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT889929(NAD 83)
 AY1147_MARKER: DB = BENCH MARK DISK
 AY1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1147_STAMPING: L 463 1953
 AY1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1147+STABILITY: SURFACE MOTION
 AY1147
 AY1147  HISTORY     - Date     Condition        Report By
 AY1147  HISTORY     - 1953     MONUMENTED       CGS
 AY1147  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 AY1147
 AY1147                          STATION DESCRIPTION
 AY1147
 AY1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1147'4.25 MI NW FROM BANDERA.
 AY1147'0.35 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE COURTHOUSE AT
 AY1147'BANDERA, THENCE 0.45 MILE NORTH ALONG FARM ROAD 689, THENCE 3.15 MILES
 AY1147'NORTHWEST ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTHWEST ALONG A DIM
 AY1147'ROAD, THENCE 0.1 MILE SOUTHWEST ALONG A FENCE, 0.3 MILE EAST OF A
 AY1147'RANCH HOUSE, 16 FEET NORTHWEST OF THE CENTER LINE OF A DIM TRACK ROAD,
 AY1147'9.5 FEET NORTHEAST OF A FENCE CORNER, 4.3 FEET EAST OF A WITNESS POST,
 AY1147'2.3 FEET SOUTHEAST OF A FENCE, AT THE MONTAGUE RANCH AIRPORT, SET IN
 AY1147'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY1147
 AY1147                          STATION RECOVERY (2005)
 AY1147
 AY1147'RECOVERY NOTE BY US POWER SQUADRON 2005 (TGM)
 AY1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0150 ***********************************************************************
 BN0150  DESIGNATION -  L 464
 BN0150  PID         -  BN0150
 BN0150  STATE/COUNTY-  TX/GILLESPIE
 BN0150  USGS QUAD   -  STONEWALL (1961)
 BN0150
 BN0150                         *CURRENT SURVEY CONTROL
 BN0150  ___________________________________________________________________
 BN0150* NAD 83(1986)-  30 13 48.     (N)    098 40 44.     (W)     SCALED    
 BN0150* NAVD 88     -       446.538  (meters)    1465.02   (feet)  POSTED    
 BN0150  ___________________________________________________________________
 BN0150  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 BN0150  DYNAMIC HT  -         445.920 (meters)    1462.99  (feet)  COMP
 BN0150  MODELED GRAV-     979,242.3   (mgal)                       NAVD 88
 BN0150
 BN0150  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0150
 BN0150.The horizontal coordinates were scaled from a topographic map and have
 BN0150.an estimated accuracy of +/- 6 seconds.
 BN0150
 BN0150.The orthometric height was determined by differential leveling
 BN0150.and adjusted by the National Geodetic Survey in 1992..
 BN0150.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0150.rate of 0.0 thru 1.0 mm/km.
 BN0150
 BN0150.The geoid height was determined by GEOID03.
 BN0150
 BN0150.The dynamic height is computed by dividing the NAVD 88
 BN0150.geopotential number by the normal gravity value computed on the
 BN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0150.degrees latitude (g = 980.6199 gals.).
 BN0150
 BN0150.The modeled gravity was interpolated from observed gravity values.
 BN0150
 BN0150;                    North         East    Units  Estimated Accuracy
 BN0150;SPC TX C     - 3,063,630.      859,250.      MT  (+/- 180 meters Scaled)
 BN0150
 BN0150                          SUPERSEDED SURVEY CONTROL
 BN0150
 BN0150  NGVD 29 (??/??/92)  446.478  (m)         1464.82   (f) ADJ UNCH    2 0
 BN0150
 BN0150.Superseded values are not recommended for survey control.
 BN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0150.See file dsdata.txt to determine how the superseded data were derived.
 BN0150
 BN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU308443(NAD 83)
 BN0150_MARKER: DB = BENCH MARK DISK
 BN0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0150_STAMPING: L 464 1953
 BN0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0150+STABILITY: SURFACE MOTION
 BN0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0150+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 BN0150
 BN0150  HISTORY     - Date     Condition        Report By
 BN0150  HISTORY     - 1953     MONUMENTED       CGS
 BN0150  HISTORY     - 19930713 GOOD             USPSQD
 BN0150  HISTORY     - 19960309 GOOD             USPSQD
 BN0150  HISTORY     - 20060130 GOOD             USPSQD
 BN0150
 BN0150                          STATION DESCRIPTION
 BN0150
 BN0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BN0150'1.1 MI SW FROM STONEWALL.
 BN0150'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 290 FROM THE POST OFFICE AT
 BN0150'STONEWALL, 38 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST
 BN0150'OF A FENCE, 105 FEET SOUTH OF THE SOUTHEAST CORNER OF A STONE
 BN0150'FARMHOUSE, 30 FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 BN0150'LEADING TO A FARMHOUSE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 BN0150'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BN0150
 BN0150                          STATION RECOVERY (1993)
 BN0150
 BN0150'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0150'RECOVERED IN GOOD CONDITION.
 BN0150
 BN0150                          STATION RECOVERY (1996)
 BN0150
 BN0150'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0150'RECOVERED IN GOOD CONDITION.
 BN0150
 BN0150                          STATION RECOVERY (2006)
 BN0150
 BN0150'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTK)
 BN0150'MARK IS ABOUT 25 FEET NORTH OF A CARSONITE WITNESS POST THT IS IN THE
 BN0150'FENCE ON THE NORTH SIDE OF THE HWY.  REMOVE REFERENCE TO 1 FOOT EAST
 BN0150'OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0658 ***********************************************************************
 AY0658  DESIGNATION -  L 466
 AY0658  PID         -  AY0658
 AY0658  STATE/COUNTY-  TX/BEXAR
 AY0658  USGS QUAD   -  MACDONA (1991)
 AY0658
 AY0658                         *CURRENT SURVEY CONTROL
 AY0658  ___________________________________________________________________
 AY0658* NAD 83(1986)-  29 21 40.     (N)    098 38 11.     (W)     SCALED    
 AY0658* NAVD 88     -       222.983  (meters)     731.57   (feet)  ADJUSTED  
 AY0658  ___________________________________________________________________
 AY0658  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AY0658  DYNAMIC HT  -         222.661 (meters)     730.51  (feet)  COMP
 AY0658  MODELED GRAV-     979,191.8   (mgal)                       NAVD 88
 AY0658
 AY0658  VERT ORDER  -  FIRST     CLASS II
 AY0658
 AY0658.The horizontal coordinates were scaled from a topographic map and have
 AY0658.an estimated accuracy of +/- 6 seconds.
 AY0658
 AY0658.The orthometric height was determined by differential leveling
 AY0658.and adjusted by the National Geodetic Survey in June 1991..
 AY0658
 AY0658.The geoid height was determined by GEOID03.
 AY0658
 AY0658.The dynamic height is computed by dividing the NAVD 88
 AY0658.geopotential number by the normal gravity value computed on the
 AY0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0658.degrees latitude (g = 980.6199 gals.).
 AY0658
 AY0658.The modeled gravity was interpolated from observed gravity values.
 AY0658
 AY0658;                    North         East    Units  Estimated Accuracy
 AY0658;SPC TXSC     - 4,169,370.      635,300.      MT  (+/- 180 meters Scaled)
 AY0658
 AY0658                          SUPERSEDED SURVEY CONTROL
 AY0658
 AY0658  NGVD 29 (??/??/92)  222.879  (m)          731.23   (f) ADJ UNCH    1 2
 AY0658
 AY0658.Superseded values are not recommended for survey control.
 AY0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0658.See file dsdata.txt to determine how the superseded data were derived.
 AY0658
 AY0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT352480(NAD 83)
 AY0658_MARKER: DB = BENCH MARK DISK
 AY0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0658_STAMPING: L 466 1952
 AY0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0658+STABILITY: SURFACE MOTION
 AY0658
 AY0658  HISTORY     - Date     Condition        Report By
 AY0658  HISTORY     - 1952     MONUMENTED       CGS
 AY0658  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0658  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 AY0658
 AY0658                          STATION DESCRIPTION
 AY0658
 AY0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0658'IN SAN ANTONIO.
 AY0658'AT SAN ANTONIO, 2.1 MILES WEST ALONG DWYER ROAD FROM ITS JUNCTION WITH
 AY0658'PEARSALL ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 8 FEET
 AY0658'NORTHWEST OF AN 8 INCH MESQUITE TREE, 4.3 FEET SOUTH OF A FENCE, SET
 AY0658'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 AY0658'GROUND.
 AY0658
 AY0658                          STATION RECOVERY (1966)
 AY0658
 AY0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0658'MARK NOT FOUND.
 AY0658
 AY0658                          STATION RECOVERY (1999)
 AY0658
 AY0658'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0191 ***********************************************************************
 CC0191  DESIGNATION -  L 467
 CC0191  PID         -  CC0191
 CC0191  STATE/COUNTY-  TX/PECOS
 CC0191  USGS QUAD   -  BUENA VISTA SW (1972)
 CC0191
 CC0191                         *CURRENT SURVEY CONTROL
 CC0191  ___________________________________________________________________
 CC0191* NAD 83(1986)-  31 00 54.     (N)    102 39 21.     (W)     SCALED    
 CC0191* NAVD 88     -       780.774  (meters)    2561.59   (feet)  ADJUSTED  
 CC0191  ___________________________________________________________________
 CC0191  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CC0191  DYNAMIC HT  -         779.637 (meters)    2557.86  (feet)  COMP
 CC0191  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 CC0191
 CC0191  VERT ORDER  -  SECOND    CLASS 0
 CC0191
 CC0191.The horizontal coordinates were scaled from a topographic map and have
 CC0191.an estimated accuracy of +/- 6 seconds.
 CC0191
 CC0191.The orthometric height was determined by differential leveling
 CC0191.and adjusted by the National Geodetic Survey in June 1991..
 CC0191
 CC0191.The geoid height was determined by GEOID03.
 CC0191
 CC0191.The dynamic height is computed by dividing the NAVD 88
 CC0191.geopotential number by the normal gravity value computed on the
 CC0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0191.degrees latitude (g = 980.6199 gals.).
 CC0191
 CC0191.The modeled gravity was interpolated from observed gravity values.
 CC0191
 CC0191;                    North         East    Units  Estimated Accuracy
 CC0191;SPC TX C     - 3,151,780.      478,270.      MT  (+/- 180 meters Scaled)
 CC0191
 CC0191                          SUPERSEDED SURVEY CONTROL
 CC0191
 CC0191  NGVD 29 (??/??/92)  780.522  (m)         2560.76   (f) ADJ UNCH    2 0
 CC0191
 CC0191.Superseded values are not recommended for survey control.
 CC0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0191.See file dsdata.txt to determine how the superseded data were derived.
 CC0191
 CC0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGQ237336(NAD 83)
 CC0191_MARKER: DB = BENCH MARK DISK
 CC0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0191_STAMPING: L 467 1935 2560.763
 CC0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0191+STABILITY: SURFACE MOTION
 CC0191
 CC0191  HISTORY     - Date     Condition        Report By
 CC0191  HISTORY     - 1935     MONUMENTED       CGS
 CC0191  HISTORY     - 1958     GOOD             NGS
 CC0191
 CC0191                          STATION DESCRIPTION
 CC0191
 CC0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0191'15.7 MI NE FROM FORT STOCKTON.
 CC0191'ABOUT 15.7 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CC0191'FROM THE STATION AT FORT STOCKTON, 30 FEET NORTHWEST OF MILEPOST 866,
 CC0191'72 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 POLES SOUTHWEST OF THE
 CC0191'SOUTHWEST END OF A TRESTLE, 29 FEET SOUTHEAST OF THE CENTER LINE OF A
 CC0191'GRADED DIRT ROAD, 1 FOOT NORTHWEST OF A WOVEN WIRE FENCE, 1 FOOT
 CC0191'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 CC0191'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0230 ***********************************************************************
 BP0230  DESIGNATION -  L 468
 BP0230  PID         -  BP0230
 BP0230  STATE/COUNTY-  TX/PECOS
 BP0230  USGS QUAD   -  HOVEY (1980)
 BP0230
 BP0230                         *CURRENT SURVEY CONTROL
 BP0230  ___________________________________________________________________
 BP0230* NAD 83(1986)-  30 37 07.     (N)    103 19 50.     (W)     SCALED    
 BP0230* NAVD 88     -      1063.215  (meters)    3488.23   (feet)  ADJUSTED  
 BP0230  ___________________________________________________________________
 BP0230  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 BP0230  DYNAMIC HT  -        1061.555 (meters)    3482.78  (feet)  COMP
 BP0230  MODELED GRAV-     979,044.2   (mgal)                       NAVD 88
 BP0230
 BP0230  VERT ORDER  -  SECOND    CLASS 0
 BP0230
 BP0230.The horizontal coordinates were scaled from a topographic map and have
 BP0230.an estimated accuracy of +/- 6 seconds.
 BP0230
 BP0230.The orthometric height was determined by differential leveling
 BP0230.and adjusted by the National Geodetic Survey in June 1991..
 BP0230
 BP0230.The geoid height was determined by GEOID03.
 BP0230
 BP0230.The dynamic height is computed by dividing the NAVD 88
 BP0230.geopotential number by the normal gravity value computed on the
 BP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0230.degrees latitude (g = 980.6199 gals.).
 BP0230
 BP0230.The modeled gravity was interpolated from observed gravity values.
 BP0230
 BP0230;                    North         East    Units  Estimated Accuracy
 BP0230;SPC TX C     - 3,109,400.      412,680.      MT  (+/- 180 meters Scaled)
 BP0230
 BP0230                          SUPERSEDED SURVEY CONTROL
 BP0230
 BP0230  NGVD 29 (??/??/92) 1062.841  (m)         3487.00   (f) ADJ UNCH    2 0
 BP0230
 BP0230.Superseded values are not recommended for survey control.
 BP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0230.See file dsdata.txt to determine how the superseded data were derived.
 BP0230
 BP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP600885(NAD 83)
 BP0230_MARKER: DB = BENCH MARK DISK
 BP0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0230_STAMPING: L 468 1935 3487.004
 BP0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0230+STABILITY: SURFACE MOTION
 BP0230
 BP0230  HISTORY     - Date     Condition        Report By
 BP0230  HISTORY     - 1935     MONUMENTED       CGS
 BP0230  HISTORY     - 1958     GOOD             NGS
 BP0230
 BP0230                          STATION DESCRIPTION
 BP0230
 BP0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0230'29.3 MI NE FROM ALPINE.
 BP0230'ABOUT 29.3 MILES NORTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 BP0230'FROM THE STATION AT ALPINE, ABOUT 33.3 MILES SOUTHWEST OF THE STATION
 BP0230'AT FORT STOCKTON, 5 1/2 FEET NORTH OF THE 1ST POLE SOUTHWEST OF
 BP0230'MILEPOST 915, 48 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, 2 POLES
 BP0230'NORTHEAST OF A TEE FENCE, 24 FEET SOUTHEAST OF THE CENTER LINE OF A
 BP0230'DIRT ROAD, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 BP0230'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 BP0230'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0418 ***********************************************************************
 CC0418  DESIGNATION -  L 470
 CC0418  PID         -  CC0418
 CC0418  STATE/COUNTY-  TX/REEVES
 CC0418  USGS QUAD   -  VERHALEN SOUTH (1970)
 CC0418
 CC0418                         *CURRENT SURVEY CONTROL
 CC0418  ___________________________________________________________________
 CC0418* NAD 83(1986)-  31 03 49.     (N)    103 37 27.     (W)     SCALED    
 CC0418* NAVD 88     -       887.838  (meters)    2912.85   (feet)  POSTED    
 CC0418  ___________________________________________________________________
 CC0418  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CC0418  DYNAMIC HT  -         886.520 (meters)    2908.52  (feet)  COMP
 CC0418  MODELED GRAV-     979,127.6   (mgal)                       NAVD 88
 CC0418
 CC0418  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CC0418
 CC0418.The horizontal coordinates were scaled from a topographic map and have
 CC0418.an estimated accuracy of +/- 6 seconds.
 CC0418
 CC0418.The orthometric height was determined by differential leveling
 CC0418.and adjusted by the National Geodetic Survey in 1992..
 CC0418.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CC0418.rate of 4.1 thru 8.0 mm/km.
 CC0418
 CC0418.The geoid height was determined by GEOID03.
 CC0418
 CC0418.The dynamic height is computed by dividing the NAVD 88
 CC0418.geopotential number by the normal gravity value computed on the
 CC0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0418.degrees latitude (g = 980.6199 gals.).
 CC0418
 CC0418.The modeled gravity was interpolated from observed gravity values.
 CC0418
 CC0418;                    North         East    Units  Estimated Accuracy
 CC0418;SPC TX C     - 3,159,500.      386,000.      MT  (+/- 180 meters Scaled)
 CC0418
 CC0418                          SUPERSEDED SURVEY CONTROL
 CC0418
 CC0418  NGVD 29 (??/??/92)  887.629  (m)         2912.16   (f) ADJ UNCH    2 0
 CC0418
 CC0418.Superseded values are not recommended for survey control.
 CC0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0418.See file dsdata.txt to determine how the superseded data were derived.
 CC0418
 CC0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ312374(NAD 83)
 CC0418_MARKER: DB = BENCH MARK DISK
 CC0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0418_STAMPING: L 470 1934 2912.255
 CC0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0418+STABILITY: SURFACE MOTION
 CC0418
 CC0418  HISTORY     - Date     Condition        Report By
 CC0418  HISTORY     - 1934     MONUMENTED       CGS
 CC0418  HISTORY     - 1958     GOOD             NGS
 CC0418
 CC0418                          STATION DESCRIPTION
 CC0418
 CC0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0418'2.35 MI NE FROM SARAGOSA.
 CC0418'ABOUT 2.35 MILES NORTHEAST ALONG THE PECOS VALLEY SOUTHERN RAILWAY
 CC0418'FROM THE STATION AT SARAGOSA, 104 FEET NORTHEAST OF MILEPOST 27, 46
 CC0418'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 0.2 MILE NORTHEAST OF A ROAD
 CC0418'CROSSING, 53 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 17, IN
 CC0418'LINE WITH A ROW OF TELEPHONE POLES, 1 1/2 FEET SOUTHWEST OF A WHITE
 CC0418'WOODEN WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING 3
 CC0418'INCHES, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0005 ***********************************************************************
 DP0005  DESIGNATION -  L 471
 DP0005  PID         -  DP0005
 DP0005  STATE/COUNTY-  TX/KING
 DP0005  USGS QUAD   -  DARK CANYON (1967)
 DP0005
 DP0005                         *CURRENT SURVEY CONTROL
 DP0005  ___________________________________________________________________
 DP0005* NAD 83(1986)-  33 33 29.     (N)    100 09 07.     (W)     SCALED    
 DP0005* NAVD 88     -       561.657  (meters)    1842.70   (feet)  ADJUSTED  
 DP0005  ___________________________________________________________________
 DP0005  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DP0005  DYNAMIC HT  -         560.991 (meters)    1840.52  (feet)  COMP
 DP0005  MODELED GRAV-     979,433.3   (mgal)                       NAVD 88
 DP0005
 DP0005  VERT ORDER  -  SECOND    CLASS 0
 DP0005
 DP0005.The horizontal coordinates were scaled from a topographic map and have
 DP0005.an estimated accuracy of +/- 6 seconds.
 DP0005
 DP0005.The orthometric height was determined by differential leveling
 DP0005.and adjusted by the National Geodetic Survey in June 1991..
 DP0005
 DP0005.The geoid height was determined by GEOID03.
 DP0005
 DP0005.The dynamic height is computed by dividing the NAVD 88
 DP0005.geopotential number by the normal gravity value computed on the
 DP0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0005.degrees latitude (g = 980.6199 gals.).
 DP0005
 DP0005.The modeled gravity was interpolated from observed gravity values.
 DP0005
 DP0005;                    North         East    Units  Estimated Accuracy
 DP0005;SPC TXNC     - 2,210,950.      446,620.      MT  (+/- 180 meters Scaled)
 DP0005
 DP0005                          SUPERSEDED SURVEY CONTROL
 DP0005
 DP0005  NGVD 29 (??/??/92)  561.474  (m)         1842.10   (f) ADJ UNCH    2 0
 DP0005
 DP0005.Superseded values are not recommended for survey control.
 DP0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0005.See file dsdata.txt to determine how the superseded data were derived.
 DP0005
 DP0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLC930137(NAD 83)
 DP0005_MARKER: DB = BENCH MARK DISK
 DP0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0005_STAMPING: L 471 1934
 DP0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0005+STABILITY: SURFACE MOTION
 DP0005
 DP0005  HISTORY     - Date     Condition        Report By
 DP0005  HISTORY     - 1934     MONUMENTED       CGS
 DP0005  HISTORY     - 1958     MARK NOT FOUND   NGS
 DP0005
 DP0005                          STATION DESCRIPTION
 DP0005
 DP0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0005'11.3 MI E FROM GUTHRIE.
 DP0005'11.3 MILES EAST ALONG U.S. HIGHWAY 82 FROM GUTHRIE, KING COUNTY, ABOUT
 DP0005'200 YARDS EAST OF A DIP, 31 FEET NORTH OF THE CENTERLINE OF THE
 DP0005'HIGHWAY, AND 1 FOOT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0063 ***********************************************************************
 DP0063  DESIGNATION -  L 472
 DP0063  PID         -  DP0063
 DP0063  STATE/COUNTY-  TX/KING
 DP0063  USGS QUAD   -  BOB CREEK (1978)
 DP0063
 DP0063                         *CURRENT SURVEY CONTROL
 DP0063  ___________________________________________________________________
 DP0063* NAD 83(1986)-  33 24 32.     (N)    100 15 37.     (W)     SCALED    
 DP0063* NAVD 88     -       525.662  (meters)    1724.61   (feet)  ADJUSTED  
 DP0063  ___________________________________________________________________
 DP0063  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DP0063  DYNAMIC HT  -         525.034 (meters)    1722.55  (feet)  COMP
 DP0063  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 DP0063
 DP0063  VERT ORDER  -  SECOND    CLASS 0
 DP0063
 DP0063.The horizontal coordinates were scaled from a topographic map and have
 DP0063.an estimated accuracy of +/- 6 seconds.
 DP0063
 DP0063.The orthometric height was determined by differential leveling
 DP0063.and adjusted by the National Geodetic Survey in June 1991..
 DP0063
 DP0063.The geoid height was determined by GEOID03.
 DP0063
 DP0063.The dynamic height is computed by dividing the NAVD 88
 DP0063.geopotential number by the normal gravity value computed on the
 DP0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0063.degrees latitude (g = 980.6199 gals.).
 DP0063
 DP0063.The modeled gravity was interpolated from observed gravity values.
 DP0063
 DP0063;                    North         East    Units  Estimated Accuracy
 DP0063;SPC TXNC     - 2,194,570.      436,290.      MT  (+/- 180 meters Scaled)
 DP0063
 DP0063                          SUPERSEDED SURVEY CONTROL
 DP0063
 DP0063  NGVD 29 (??/??/92)  525.482  (m)         1724.02   (f) ADJ UNCH    2 0
 DP0063
 DP0063.Superseded values are not recommended for survey control.
 DP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0063.See file dsdata.txt to determine how the superseded data were derived.
 DP0063
 DP0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB828973(NAD 83)
 DP0063_MARKER: DB = BENCH MARK DISK
 DP0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DP0063_SP_SET: CULVERT
 DP0063_STAMPING: L-472 1935
 DP0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0063
 DP0063  HISTORY     - Date     Condition        Report By
 DP0063  HISTORY     - 1935     MONUMENTED       CGS
 DP0063  HISTORY     - 1958     GOOD             NGS
 DP0063
 DP0063                          STATION DESCRIPTION
 DP0063
 DP0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DP0063'15.1 MI S FROM GUTHRIE.
 DP0063'15.1 MI. S. ALONG U.S. NO. 83 ABOUT 50 YDS. N. OF A HWY. MARKER, 20
 DP0063'FT. E. OF THE CENTER LINE OF HWY., AND SET IN THE CENTER OF THE E.
 DP0063'ABUTMENT OF A CONC. CULVERT.  NOTE-- 2.0 MI S OF K 472.
 DP0063
 DP0063                          STATION RECOVERY (1958)
 DP0063
 DP0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DP0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0042 ***********************************************************************
 DP0042  DESIGNATION -  L 475
 DP0042  PID         -  DP0042
 DP0042  STATE/COUNTY-  TX/STONEWALL
 DP0042  USGS QUAD   -  PEACOCK (1968)
 DP0042
 DP0042                         *CURRENT SURVEY CONTROL
 DP0042  ___________________________________________________________________
 DP0042* NAD 83(1986)-  33 10 10.     (N)    100 26 38.     (W)     SCALED    
 DP0042* NAVD 88     -       549.904  (meters)    1804.14   (feet)  ADJUSTED  
 DP0042  ___________________________________________________________________
 DP0042  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DP0042  DYNAMIC HT  -         549.220 (meters)    1801.90  (feet)  COMP
 DP0042  MODELED GRAV-     979,377.8   (mgal)                       NAVD 88
 DP0042
 DP0042  VERT ORDER  -  SECOND    CLASS 0
 DP0042
 DP0042.The horizontal coordinates were scaled from a topographic map and have
 DP0042.an estimated accuracy of +/- 6 seconds.
 DP0042
 DP0042.The orthometric height was determined by differential leveling
 DP0042.and adjusted by the National Geodetic Survey in June 1991..
 DP0042
 DP0042.The geoid height was determined by GEOID03.
 DP0042
 DP0042.The dynamic height is computed by dividing the NAVD 88
 DP0042.geopotential number by the normal gravity value computed on the
 DP0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0042.degrees latitude (g = 980.6199 gals.).
 DP0042
 DP0042.The modeled gravity was interpolated from observed gravity values.
 DP0042
 DP0042;                    North         East    Units  Estimated Accuracy
 DP0042;SPC TXNC     - 2,168,320.      418,720.      MT  (+/- 180 meters Scaled)
 DP0042
 DP0042                          SUPERSEDED SURVEY CONTROL
 DP0042
 DP0042  NGVD 29 (??/??/92)  549.688  (m)         1803.43   (f) ADJ UNCH    2 0
 DP0042
 DP0042.Superseded values are not recommended for survey control.
 DP0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0042.See file dsdata.txt to determine how the superseded data were derived.
 DP0042
 DP0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLB653710(NAD 83)
 DP0042_MARKER: DB = BENCH MARK DISK
 DP0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0042_STAMPING: L 475 1935
 DP0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0042+STABILITY: SURFACE MOTION
 DP0042
 DP0042  HISTORY     - Date     Condition        Report By
 DP0042  HISTORY     - 1935     MONUMENTED       CGS
 DP0042  HISTORY     - 1958     MARK NOT FOUND   NGS
 DP0042  HISTORY     - 1968     MARK NOT FOUND   USGS
 DP0042
 DP0042                          STATION DESCRIPTION
 DP0042
 DP0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DP0042'3.8 MI W FROM PEACOCK.
 DP0042'3.8 MILES WEST ALONG THE WICHITA VALLEY RAILWAY FROM PEACOCK,
 DP0042'STONEWALL COUNTY, AT ORIANA, 80 FEET NORTHEAST OF THE STATION SIGN, 70
 DP0042'FEET SOUTH OF A SERVICE STATION, AT THE GROCERY STORE, 50 FEET NORTH
 DP0042'OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTHWEST OF A FENCE CORNER,
 DP0042'AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED L 475 1935
 DP0042'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE ARE NO BUILDINGS
 DP0042'REMAINING AT ORIANA.
 DP0042
 DP0042                          STATION RECOVERY (1968)
 DP0042
 DP0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DP0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CU0204 ***********************************************************************
 CU0204  DESIGNATION -  L 476
 CU0204  PID         -  CU0204
 CU0204  STATE/COUNTY-  TX/NOLAN
 CU0204  USGS QUAD   -  BLACKWELL (1987)
 CU0204
 CU0204                         *CURRENT SURVEY CONTROL
 CU0204  ___________________________________________________________________
 CU0204* NAD 83(1986)-  32 07 13.     (N)    100 21 06.     (W)     SCALED    
 CU0204* NAVD 88     -       653.052  (meters)    2142.55   (feet)  ADJUSTED  
 CU0204  ___________________________________________________________________
 CU0204  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CU0204  DYNAMIC HT  -         652.187 (meters)    2139.72  (feet)  COMP
 CU0204  MODELED GRAV-     979,292.3   (mgal)                       NAVD 88
 CU0204
 CU0204  VERT ORDER  -  SECOND    CLASS 0
 CU0204
 CU0204.The horizontal coordinates were scaled from a topographic map and have
 CU0204.an estimated accuracy of +/- 6 seconds.
 CU0204
 CU0204.The orthometric height was determined by differential leveling
 CU0204.and adjusted by the National Geodetic Survey in June 1991..
 CU0204
 CU0204.The geoid height was determined by GEOID03.
 CU0204
 CU0204.The dynamic height is computed by dividing the NAVD 88
 CU0204.geopotential number by the normal gravity value computed on the
 CU0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CU0204.degrees latitude (g = 980.6199 gals.).
 CU0204
 CU0204.The modeled gravity was interpolated from observed gravity values.
 CU0204
 CU0204;                    North         East    Units  Estimated Accuracy
 CU0204;SPC TXNC     - 2,051,840.      425,270.      MT  (+/- 180 meters Scaled)
 CU0204
 CU0204                          SUPERSEDED SURVEY CONTROL
 CU0204
 CU0204  NGVD 29 (??/??/92)  652.851  (m)         2141.90   (f) ADJ UNCH    2 0
 CU0204
 CU0204.Superseded values are not recommended for survey control.
 CU0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CU0204.See file dsdata.txt to determine how the superseded data were derived.
 CU0204
 CU0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLA724545(NAD 83)
 CU0204_MARKER: DB = BENCH MARK DISK
 CU0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CU0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CU0204_STAMPING: 2141.895 L 476 1935
 CU0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CU0204+STABILITY: SURFACE MOTION
 CU0204
 CU0204  HISTORY     - Date     Condition        Report By
 CU0204  HISTORY     - 1935     MONUMENTED       CGS
 CU0204  HISTORY     - 1958     GOOD             NGS
 CU0204
 CU0204                          STATION DESCRIPTION
 CU0204
 CU0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CU0204'3.0 MI N FROM BLACKWELL.
 CU0204'3.0 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE
 CU0204'STATION AT BLACKWELL, NOLAN COUNTY, 8 FEET NORTH OF MILEPOST 668, 45
 CU0204'FEET WEST OF THE CENTERLINE OF THE TRACK, 30 FEET SOUTH OF A GATE, AND
 CU0204'1 FOOT EAST OF THE FENCE.  A STANDARD DISK, STAMPED 2141.895 L 476
 CU0204'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0428 ***********************************************************************
 CA0428  DESIGNATION -  L 478
 CA0428  PID         -  CA0428
 CA0428  STATE/COUNTY-  TX/COLEMAN
 CA0428  USGS QUAD   -  COLEMAN (1987)
 CA0428
 CA0428                         *CURRENT SURVEY CONTROL
 CA0428  ___________________________________________________________________
 CA0428* NAD 83(1986)-  31 46 29.     (N)    099 23 02.     (W)     SCALED    
 CA0428* NAVD 88     -       519.179  (meters)    1703.34   (feet)  ADJUSTED  
 CA0428  ___________________________________________________________________
 CA0428  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CA0428  DYNAMIC HT  -         518.494 (meters)    1701.09  (feet)  COMP
 CA0428  MODELED GRAV-     979,305.1   (mgal)                       NAVD 88
 CA0428
 CA0428  VERT ORDER  -  SECOND    CLASS 0
 CA0428
 CA0428.The horizontal coordinates were scaled from a topographic map and have
 CA0428.an estimated accuracy of +/- 6 seconds.
 CA0428
 CA0428.The orthometric height was determined by differential leveling
 CA0428.and adjusted by the National Geodetic Survey in June 1991..
 CA0428
 CA0428.The geoid height was determined by GEOID03.
 CA0428
 CA0428.The dynamic height is computed by dividing the NAVD 88
 CA0428.geopotential number by the normal gravity value computed on the
 CA0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0428.degrees latitude (g = 980.6199 gals.).
 CA0428
 CA0428.The modeled gravity was interpolated from observed gravity values.
 CA0428
 CA0428;                    North         East    Units  Estimated Accuracy
 CA0428;SPC TX C     - 3,234,080.      789,930.      MT  (+/- 180 meters Scaled)
 CA0428
 CA0428                          SUPERSEDED SURVEY CONTROL
 CA0428
 CA0428  NGVD 29 (??/??/92)  519.066  (m)         1702.97   (f) ADJ UNCH    2 0
 CA0428
 CA0428.Superseded values are not recommended for survey control.
 CA0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0428.See file dsdata.txt to determine how the superseded data were derived.
 CA0428
 CA0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA636155(NAD 83)
 CA0428_MARKER: DB = BENCH MARK DISK
 CA0428_SETTING: 66 = SET IN ROCK OUTCROP
 CA0428_SP_SET: ROCK OUTCROP
 CA0428_STAMPING: L 478 1935
 CA0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CA0428+STABILITY: POSITION/ELEVATION WELL
 CA0428
 CA0428  HISTORY     - Date     Condition        Report By
 CA0428  HISTORY     - 1935     MONUMENTED       CGS
 CA0428  HISTORY     - 1940     GOOD             NGS
 CA0428  HISTORY     - 1982     GOOD             NGS
 CA0428
 CA0428                          STATION DESCRIPTION
 CA0428
 CA0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CA0428'1.1 MI W FROM SAN ANGELO JUNCTION.
 CA0428'1.1 MILES WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0428'STATION AT SAN ANGELO JUNCTION, COLEMAN COUNTY, ABOUT 100 YARDS
 CA0428'NORTHWEST OF MILEPOST 1, 75 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 CA0428'IN THE TOP OF A SANDSTONE OUTCROP, AND 20 FEET NORTH OF A FENCE. A
 CA0428'STANDARD DISK, STAMPED L 478 1935.
 CA0428
 CA0428                          STATION RECOVERY (1982)
 CA0428
 CA0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0428'ADD: 1.5 M. (5.0 FT) WSW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CS0290 ***********************************************************************
 CS0290  DESIGNATION -  L 479
 CS0290  PID         -  CS0290
 CS0290  STATE/COUNTY-  TX/KAUFMAN
 CS0290  USGS QUAD   -  OLA (1981)
 CS0290
 CS0290                         *CURRENT SURVEY CONTROL
 CS0290  ___________________________________________________________________
 CS0290* NAD 83(1986)-  32 34 11.     (N)    096 07 38.     (W)     SCALED    
 CS0290* NAVD 88     -       128.849  (meters)     422.73   (feet)  ADJUSTED  
 CS0290  ___________________________________________________________________
 CS0290  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CS0290  DYNAMIC HT  -         128.704 (meters)     422.26  (feet)  COMP
 CS0290  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 CS0290
 CS0290  VERT ORDER  -  SECOND    CLASS 0
 CS0290
 CS0290.The horizontal coordinates were scaled from a topographic map and have
 CS0290.an estimated accuracy of +/- 6 seconds.
 CS0290
 CS0290.The orthometric height was determined by differential leveling
 CS0290.and adjusted by the National Geodetic Survey in June 1991..
 CS0290
 CS0290.The geoid height was determined by GEOID03.
 CS0290
 CS0290.The dynamic height is computed by dividing the NAVD 88
 CS0290.geopotential number by the normal gravity value computed on the
 CS0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS0290.degrees latitude (g = 980.6199 gals.).
 CS0290
 CS0290.The modeled gravity was interpolated from observed gravity values.
 CS0290
 CS0290;                    North         East    Units  Estimated Accuracy
 CS0290;SPC TXNC     - 2,102,660.      822,770.      MT  (+/- 180 meters Scaled)
 CS0290
 CS0290                          SUPERSEDED SURVEY CONTROL
 CS0290
 CS0290  NGVD 29 (??/??/92)  128.859  (m)          422.76   (f) ADJ UNCH    2 0
 CS0290
 CS0290.Superseded values are not recommended for survey control.
 CS0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CS0290.See file dsdata.txt to determine how the superseded data were derived.
 CS0290
 CS0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQB697072(NAD 83)
 CS0290_MARKER: DB = BENCH MARK DISK
 CS0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CS0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CS0290_STAMPING: L 479 1948
 CS0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CS0290+STABILITY: SURFACE MOTION
 CS0290
 CS0290  HISTORY     - Date     Condition        Report By
 CS0290  HISTORY     - 1948     MONUMENTED       CGS
 CS0290
 CS0290                          STATION DESCRIPTION
 CS0290
 CS0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CS0290'2.15 MI W FROM CEDARVALE.
 CS0290'2.15 MILES WEST ALONG A GRADED DIRT ROAD (PROPOSED ROUTE OF STATE
 CS0290'HIGHWAY 243) FROM THE CEDARVALE COTTON GIN AT CEDARVALE, 145 YARDS
 CS0290'(PACED) EAST OF A JUNCTION WITH FARM ROAD 429, 64.0 FEET SOUTH OF THE
 CS0290'CENTER LINE OF THE ROAD, 10.0 FEET EAST OF THE EAST END OF AN
 CS0290'ALUMINIUM GATE ACROSS A PRIVATE ROAD LEADING SOUTH TO A FARMHOUSE, 2.0
 CS0290'FEET NORTH OF A FENCE, 2.2 FEET EAST OF A REFERENCE POST, AND SET IN
 CS0290'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1027 ***********************************************************************
 AY1027  DESIGNATION -  L 481
 AY1027  PID         -  AY1027
 AY1027  STATE/COUNTY-  TX/BEXAR
 AY1027  USGS QUAD   -  SAN GERONIMO (1982)
 AY1027
 AY1027                         *CURRENT SURVEY CONTROL
 AY1027  ___________________________________________________________________
 AY1027* NAD 83(1986)-  29 37 24.     (N)    098 46 14.     (W)     SCALED    
 AY1027* NAVD 88     -       426.574  (meters)    1399.52   (feet)  ADJUSTED  
 AY1027  ___________________________________________________________________
 AY1027  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AY1027  DYNAMIC HT  -         425.948 (meters)    1397.46  (feet)  COMP
 AY1027  MODELED GRAV-     979,162.5   (mgal)                       NAVD 88
 AY1027
 AY1027  VERT ORDER  -  SECOND    CLASS 0
 AY1027
 AY1027.The horizontal coordinates were scaled from a topographic map and have
 AY1027.an estimated accuracy of +/- 6 seconds.
 AY1027
 AY1027.The orthometric height was determined by differential leveling
 AY1027.and adjusted by the National Geodetic Survey in June 1991..
 AY1027
 AY1027.The geoid height was determined by GEOID03.
 AY1027
 AY1027.The dynamic height is computed by dividing the NAVD 88
 AY1027.geopotential number by the normal gravity value computed on the
 AY1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1027.degrees latitude (g = 980.6199 gals.).
 AY1027
 AY1027.The modeled gravity was interpolated from observed gravity values.
 AY1027
 AY1027;                    North         East    Units  Estimated Accuracy
 AY1027;SPC TXSC     - 4,198,400.      622,220.      MT  (+/- 180 meters Scaled)
 AY1027
 AY1027                          SUPERSEDED SURVEY CONTROL
 AY1027
 AY1027  NGVD 29 (??/??/92)  426.466  (m)         1399.16   (f) ADJ UNCH    2 0
 AY1027
 AY1027.Superseded values are not recommended for survey control.
 AY1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1027.See file dsdata.txt to determine how the superseded data were derived.
 AY1027
 AY1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT222770(NAD 83)
 AY1027_MARKER: DB = BENCH MARK DISK
 AY1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1027_SP_SET: CONCRETE POST
 AY1027_STAMPING: L 481 1935
 AY1027_MARK LOGO: CGS   
 AY1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1027+STABILITY: SURFACE MOTION
 AY1027
 AY1027  HISTORY     - Date     Condition        Report By
 AY1027  HISTORY     - 1935     MONUMENTED       CGS
 AY1027  HISTORY     - 1953     GOOD             NGS
 AY1027  HISTORY     - 19770317 GOOD             NGS
 AY1027  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY1027  HISTORY     - 19991002 MARK NOT FOUND   USPSQD
 AY1027
 AY1027                          STATION DESCRIPTION
 AY1027
 AY1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY1027'1.6 MI SE FROM SAN GERONIMO.
 AY1027'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM A ROCK MOBILGAS
 AY1027'SERVICE STATION AT SAN GERONIMO, 0.5 MILE EAST OF THE TOP OF A LONG
 AY1027'HILL, 92 FEET SOUTHWEST OF THE WEST END OF THE SOUTH HEADWALL OF A
 AY1027'CULVERT, 74 FEET NORTH OF THE CENTER OF A RAVINE, 43.3 FEET SOUTH OF
 AY1027'THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTH OF A FENCE, 4 FEET SOUTH
 AY1027'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY1027'0.8 FOOT ABOVE THE GROUND.
 AY1027
 AY1027                          STATION RECOVERY (1977)
 AY1027
 AY1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AY1027'RECOVERED IN GOOD CONDITION.
 AY1027
 AY1027                          STATION RECOVERY (1990)
 AY1027
 AY1027'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY1027'MARK NOT FOUND.
 AY1027
 AY1027                          STATION RECOVERY (1999)
 AY1027
 AY1027'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY1027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY2134 ***********************************************************************
 AY2134  DESIGNATION -  L 481 RESET
 AY2134  PID         -  AY2134
 AY2134  STATE/COUNTY-  TX/BEXAR
 AY2134  USGS QUAD   -  SAN GERONIMO (1982)
 AY2134
 AY2134                         *CURRENT SURVEY CONTROL
 AY2134  ___________________________________________________________________
 AY2134* NAD 83(1986)-  29 37 24.     (N)    098 46 14.     (W)     SCALED    
 AY2134* NAVD 88     -       426.86   (meters)    1400.5    (feet)  RESET     
 AY2134  ___________________________________________________________________
 AY2134  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 AY2134
 AY2134  VERT ORDER  -  THIRD
 AY2134
 AY2134.The horizontal coordinates were scaled from a topographic map and have
 AY2134.an estimated accuracy of +/- 6 seconds.
 AY2134
 AY2134.The orthometric height was computed from unverified reset data.
 AY2134.No vertical observational check was made to the station.
 AY2134
 AY2134.The geoid height was determined by GEOID03.
 AY2134
 AY2134;                    North         East    Units  Estimated Accuracy
 AY2134;SPC TXSC     - 4,198,400.      622,220.      MT  (+/- 180 meters Scaled)
 AY2134
 AY2134                          SUPERSEDED SURVEY CONTROL
 AY2134
 AY2134  NGVD 29 (01/29/03)  426.76   (m)         1400.1    (f) RESET       3  
 AY2134
 AY2134.Superseded values are not recommended for survey control.
 AY2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY2134.See file dsdata.txt to determine how the superseded data were derived.
 AY2134
 AY2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT222770(NAD 83)
 AY2134_MARKER: DB = BENCH MARK DISK
 AY2134_SETTING: 66 = SET IN ROCK OUTCROP
 AY2134_SP_SET: ROCK OUTCROP
 AY2134_STAMPING: L 481 RESET 1977
 AY2134_MARK LOGO: NGS   
 AY2134_MAGNETIC: N = NO MAGNETIC MATERIAL
 AY2134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY2134+STABILITY: POSITION/ELEVATION WELL
 AY2134
 AY2134  HISTORY     - Date     Condition        Report By
 AY2134  HISTORY     - 1977     MONUMENTED       NGS
 AY2134  HISTORY     - 19991002 GOOD             USPSQD
 AY2134
 AY2134                          STATION DESCRIPTION
 AY2134
 AY2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AY2134'FROM THE JUNCTION OF STATE HIGHWAY 16 AND FARM ROAD 1560 IN HELOTES,
 AY2134'GO NORTHWEST ON STATE HIGHWAY 16 FOR 8.0 MI (12.9 KM) TO MARK ON THE
 AY2134'LEFT ALONG THE WEST RIGHT OF WAY OF HIGHWAY,  147 FT
 AY2134'(44.8 M) NORTHWEST OF THE NORTHWEST CORNER OF A 6 CHANNEL CONCRETE
 AY2134'CULVERT, 100 FT (30.5 M) SOUTHWEST OF THE CENTER OF THE SOUTHEAST
 AY2134'TRAFFIC LANE OF HIGHWAY AND PROJECTS 12 INCHES ON
 AY2134'THE NORTHEAST EDGE, ABOUT 2 FT (0.6 M) HIGHER THAN ROADBED.
 AY2134
 AY2134                          STATION RECOVERY (1999)
 AY2134
 AY2134'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CR0624 ***********************************************************************
 CR0624  DESIGNATION -  L 483
 CR0624  PID         -  CR0624
 CR0624  STATE/COUNTY-  TX/HENDERSON
 CR0624  USGS QUAD   -  STOCKARD (1984)
 CR0624
 CR0624                         *CURRENT SURVEY CONTROL
 CR0624  ___________________________________________________________________
 CR0624* NAD 83(1986)-  32 20 11.     (N)    095 55 55.     (W)     SCALED    
 CR0624* NAVD 88     -       184.766  (meters)     606.19   (feet)  ADJUSTED  
 CR0624  ___________________________________________________________________
 CR0624  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CR0624  DYNAMIC HT  -         184.552 (meters)     605.48  (feet)  COMP
 CR0624  MODELED GRAV-     979,474.6   (mgal)                       NAVD 88
 CR0624
 CR0624  VERT ORDER  -  SECOND    CLASS 0
 CR0624
 CR0624.The horizontal coordinates were scaled from a topographic map and have
 CR0624.an estimated accuracy of +/- 6 seconds.
 CR0624
 CR0624.The orthometric height was determined by differential leveling
 CR0624.and adjusted by the National Geodetic Survey in June 1991..
 CR0624
 CR0624.The geoid height was determined by GEOID03.
 CR0624
 CR0624.The dynamic height is computed by dividing the NAVD 88
 CR0624.geopotential number by the normal gravity value computed on the
 CR0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CR0624.degrees latitude (g = 980.6199 gals.).
 CR0624
 CR0624.The modeled gravity was interpolated from observed gravity values.
 CR0624
 CR0624;                    North         East    Units  Estimated Accuracy
 CR0624;SPC TXNC     - 2,077,220.      841,740.      MT  (+/- 180 meters Scaled)
 CR0624
 CR0624                          SUPERSEDED SURVEY CONTROL
 CR0624
 CR0624  NGVD 29 (??/??/92)  184.772  (m)          606.21   (f) ADJ UNCH    2 0
 CR0624
 CR0624.Superseded values are not recommended for survey control.
 CR0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CR0624.See file dsdata.txt to determine how the superseded data were derived.
 CR0624
 CR0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STR240815(NAD 83)
 CR0624_MARKER: DB = BENCH MARK DISK
 CR0624_SETTING: 66 = SET IN ROCK OUTCROP
 CR0624_SP_SET: ROCK
 CR0624_STAMPING: L 483 1948
 CR0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CR0624+STABILITY: POSITION/ELEVATION WELL
 CR0624
 CR0624  HISTORY     - Date     Condition        Report By
 CR0624  HISTORY     - 1948     MONUMENTED       CGS
 CR0624
 CR0624                          STATION DESCRIPTION
 CR0624
 CR0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 CR0624'9.95 MI NE FROM EUSTACE.
 CR0624'4.2 MILES SOUTHEAST ALONG U. S. HIGHWAY 175 FROM THE CHURCH OF CHRIST
 CR0624'AT EUSTACE, THENCE 2.75 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 1.1
 CR0624'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE EAST ALONG A
 CR0624'GRADED DIRT ROAD, THENCE 1.0 MILE NORTHWEST ALONG A GRADED DIRT ROAD,
 CR0624'62.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, SET VERTICALLY IN
 CR0624'THE SOUTHWEST FACE OF THE SOUTHEASTERLY ONE OF TWO LARGE ROCKS ON THE
 CR0624'SOUTHWEST SLOPE OF A ROCKY HILL, 20.3 FEET SOUTHEAST OF THE NORTHWEST
 CR0624'EXTREMITY OF THE NORTHWESTERLY ONE OF THE ROCKS, 15.0 FEET NORTHWEST
 CR0624'OF THE SOUTHEASTERLY EXTREMITY OF THE SOUTHEASTERLY ROCK, 2.2 FEET
 CR0624'ABOVE THE GROUND.  NOTE-- THE ROCKS ARE ABOUT 10 FEET HIGH AND THE
 CR0624'ONLY PROMINENT OUTCROPPINGS IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0239 ***********************************************************************
 BY0239  DESIGNATION -  L 484
 BY0239  PID         -  BY0239
 BY0239  STATE/COUNTY-  TX/SHELBY
 BY0239  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0239
 BY0239                         *CURRENT SURVEY CONTROL
 BY0239  ___________________________________________________________________
 BY0239* NAD 83(1986)-  31 40 12.     (N)    094 15 05.     (W)     SCALED    
 BY0239* NAVD 88     -       123.24   (+/-2cm)     404.3    (feet)  VERTCON   
 BY0239  ___________________________________________________________________
 BY0239  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BY0239
 BY0239  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0239
 BY0239.The horizontal coordinates were scaled from a topographic map and have
 BY0239.an estimated accuracy of +/- 6 seconds.
 BY0239
 BY0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0239.The vertical order pertains to the NGVD 29 superseded value.
 BY0239
 BY0239.The geoid height was determined by GEOID03.
 BY0239
 BY0239;                    North         East    Units  Estimated Accuracy
 BY0239;SPC TX C     - 3,237,850.    1,276,440.      MT  (+/- 180 meters Scaled)
 BY0239
 BY0239                          SUPERSEDED SURVEY CONTROL
 BY0239
 BY0239  NGVD 29 (??/??/92)  123.268  (m)          404.42   (f) ADJ UNCH    2 0
 BY0239
 BY0239.Superseded values are not recommended for survey control.
 BY0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0239.See file dsdata.txt to determine how the superseded data were derived.
 BY0239
 BY0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR813045(NAD 83)
 BY0239_MARKER: DB = BENCH MARK DISK
 BY0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0239_STAMPING: L 484 1949
 BY0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0239+STABILITY: SURFACE MOTION
 BY0239
 BY0239  HISTORY     - Date     Condition        Report By
 BY0239  HISTORY     - 1949     MONUMENTED       CGS
 BY0239
 BY0239                          STATION DESCRIPTION
 BY0239
 BY0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0239'2.9 MI S FROM JERICHO.
 BY0239'2.9 MILES SOUTH ALONG THE JERICHO-CAMP WORTH ROAD FROM THE POWDRILL
 BY0239'GROCERY STORE AT JERICHO, AT A ROAD JUNCTION, 300.0 FEET WEST OF THE
 BY0239'CENTER LINE OF THE JERICHO-CAMP WORTH ROAD, 128.0 FEET SOUTHWEST OF
 BY0239'THE CENTER LINE OF A ROAD LEADING NORTHWEST, 73.7 FEET SOUTHEAST OF
 BY0239'THE SOUTHEAST CORNER OF AN ABANDONED SCHOOLHOUSE, 4.0 FEET NORTH OF A
 BY0239'20-INCH PINE TREE, 2.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE
 BY0239'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0232 ***********************************************************************
 BY0232  DESIGNATION -  L 485
 BY0232  PID         -  BY0232
 BY0232  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0232  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0232
 BY0232                         *CURRENT SURVEY CONTROL
 BY0232  ___________________________________________________________________
 BY0232* NAD 83(1986)-  31 35 34.     (N)    094 15 01.     (W)     SCALED    
 BY0232* NAVD 88     -        84.86   (+/-2cm)     278.4    (feet)  VERTCON   
 BY0232  ___________________________________________________________________
 BY0232  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY0232
 BY0232  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0232
 BY0232.The horizontal coordinates were scaled from a topographic map and have
 BY0232.an estimated accuracy of +/- 6 seconds.
 BY0232
 BY0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0232.The vertical order pertains to the NGVD 29 superseded value.
 BY0232
 BY0232.The geoid height was determined by GEOID03.
 BY0232
 BY0232;                    North         East    Units  Estimated Accuracy
 BY0232;SPC TX C     - 3,229,300.    1,277,010.      MT  (+/- 180 meters Scaled)
 BY0232
 BY0232                          SUPERSEDED SURVEY CONTROL
 BY0232
 BY0232  NGVD 29 (??/??/92)   84.894  (m)          278.52   (f) ADJ UNCH    2 0
 BY0232
 BY0232.Superseded values are not recommended for survey control.
 BY0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0232.See file dsdata.txt to determine how the superseded data were derived.
 BY0232
 BY0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ813959(NAD 83)
 BY0232_MARKER: DB = BENCH MARK DISK
 BY0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0232_STAMPING: L-485 1949
 BY0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0232+STABILITY: SURFACE MOTION
 BY0232
 BY0232  HISTORY     - Date     Condition        Report By
 BY0232  HISTORY     - 1949     MONUMENTED       CGS
 BY0232  HISTORY     - 1958     GOOD             USGS
 BY0232
 BY0232                          STATION DESCRIPTION
 BY0232
 BY0232'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 BY0232'4.1 MI SE FROM CAMP WORTH.
 BY0232'SAN AUGUSTINE CO. COURT HOUSE 0.9 MILES WEST TO TRAFFIC CIRCLE THEN
 BY0232'NORTH ALONG US 96 0.4 MILES TO FARM ROAD 711, THEN NORTHWEST ALONG 711
 BY0232'2.15 MILES TO ROAD FORK, THEN WEST ALONG GRADED DIRT ROAD 4.75 MILE TO
 BY0232'JCT, THEN NORTHWEST ALONG GRADED DIRT ROAD 2.25 MILES TO JCT, THEN
 BY0232'WEST AND SOUTHWEST 0.6 MILES TO ROAD FORK, THEN NORTHWEST 0.5 MILES TO
 BY0232'HOUSE ON HILLTOP, THEN NORTH ALONG ABANDONED ROAD 1250 FEET, 31.0 FEET
 BY0232'WEST OF AND 3.0 FEET HIGHER THAN ROAD, 36.6 FEET SOUTH OF A 16 INCH
 BY0232'FORKED SWEETGUM TREE, 7.9 FEET SOUTHWEST OF A 16 INCH PINE, A STANDARD
 BY0232'TABLET SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE
 BY0232'GROUND.  STAMPED L-485 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0649 ***********************************************************************
 BY0649  DESIGNATION -  L 486
 BY0649  PID         -  BY0649
 BY0649  STATE/COUNTY-  TX/NACOGDOCHES
 BY0649  USGS QUAD   -  GARRISON EAST (1984)
 BY0649
 BY0649                         *CURRENT SURVEY CONTROL
 BY0649  ___________________________________________________________________
 BY0649* NAD 83(1986)-  31 46 02.     (N)    094 25 31.     (W)     SCALED    
 BY0649* NAVD 88     -        78.82   (+/-2cm)     258.6    (feet)  VERTCON   
 BY0649  ___________________________________________________________________
 BY0649  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BY0649
 BY0649  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0649
 BY0649.The horizontal coordinates were scaled from a topographic map and have
 BY0649.an estimated accuracy of +/- 6 seconds.
 BY0649
 BY0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0649.The vertical order pertains to the NGVD 29 superseded value.
 BY0649
 BY0649.The geoid height was determined by GEOID03.
 BY0649
 BY0649;                    North         East    Units  Estimated Accuracy
 BY0649;SPC TX C     - 3,247,720.    1,259,400.      MT  (+/- 180 meters Scaled)
 BY0649
 BY0649                          SUPERSEDED SURVEY CONTROL
 BY0649
 BY0649  NGVD 29 (??/??/92)   78.820  (m)          258.60   (f) ADJ UNCH    2 0
 BY0649
 BY0649.Superseded values are not recommended for survey control.
 BY0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0649.See file dsdata.txt to determine how the superseded data were derived.
 BY0649
 BY0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR650155(NAD 83)
 BY0649_MARKER: DB = BENCH MARK DISK
 BY0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0649_STAMPING: L 486 1949
 BY0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0649+STABILITY: SURFACE MOTION
 BY0649
 BY0649  HISTORY     - Date     Condition        Report By
 BY0649  HISTORY     - 1949     MONUMENTED       CGS
 BY0649
 BY0649                          STATION DESCRIPTION
 BY0649
 BY0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0649'1.6 MI W FROM STOCKMAN.
 BY0649'0.6 MILE SOUTH ALONG FARM ROAD 415 FROM THE POST OFFICE AT STOCKMAN,
 BY0649'THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, 0.4 MILE NORTHEAST AND
 BY0649'0.6 MILE EAST OF BENCH MARK S 892, 126.0 FEET SOUTH OF THE CENTER LINE
 BY0649'OF THE ROAD, 119.0 FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BY0649'70-FOOT WOODEN BRIDGE OVER THE MAIN CHANNEL OF ATTOYAC BAYOU, 33.0
 BY0649'FEET WEST OF THE CENTER LINE OF A TRAIL LEADING SOUTH, 6.1 FEET
 BY0649'NORTHEAST OF A 40-INCH TREE, 2.0 FEET SOUTH OF A REFERENCE POST, AND
 BY0649'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 BY0649'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0137 ***********************************************************************
 BY0137  DESIGNATION -  L 487
 BY0137  PID         -  BY0137
 BY0137  STATE/COUNTY-  TX/SHELBY
 BY0137  USGS QUAD   -  ARCADIA (1984)
 BY0137
 BY0137                         *CURRENT SURVEY CONTROL
 BY0137  ___________________________________________________________________
 BY0137* NAD 83(1986)-  31 50 22.     (N)    094 19 57.     (W)     SCALED    
 BY0137* NAVD 88     -       124.57   (+/-2cm)     408.7    (feet)  VERTCON   
 BY0137  ___________________________________________________________________
 BY0137  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BY0137
 BY0137  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0137
 BY0137.The horizontal coordinates were scaled from a topographic map and have
 BY0137.an estimated accuracy of +/- 6 seconds.
 BY0137
 BY0137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0137.The vertical order pertains to the NGVD 29 superseded value.
 BY0137
 BY0137.The geoid height was determined by GEOID03.
 BY0137
 BY0137;                    North         East    Units  Estimated Accuracy
 BY0137;SPC TX C     - 3,256,190.    1,267,740.      MT  (+/- 180 meters Scaled)
 BY0137
 BY0137                          SUPERSEDED SURVEY CONTROL
 BY0137
 BY0137  NGVD 29 (??/??/92)  124.587  (m)          408.75   (f) ADJ UNCH    2 0
 BY0137
 BY0137.Superseded values are not recommended for survey control.
 BY0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0137.See file dsdata.txt to determine how the superseded data were derived.
 BY0137
 BY0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR739234(NAD 83)
 BY0137_MARKER: DB = BENCH MARK DISK
 BY0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0137_STAMPING: L 487 1949
 BY0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0137+STABILITY: SURFACE MOTION
 BY0137
 BY0137  HISTORY     - Date     Condition        Report By
 BY0137  HISTORY     - 1949     MONUMENTED       CGS
 BY0137
 BY0137                          STATION DESCRIPTION
 BY0137
 BY0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0137'6.15 MI SE FROM TIMPSON.
 BY0137'6.15 MILES SOUTHEAST ALONG STATE HIGHWAY 87 FROM THE TEXAS AND NEW
 BY0137'ORLEANS RAILROAD STATION AT TIMPSON, 0.35 MILE SOUTHEAST OF JUNCTION
 BY0137'WITH ROAD LEADING NORTH AND A TURN IN THE HIGHWAY, 0.1 MILE SOUTHEAST
 BY0137'OF A BRIDGE, ABOUT 300.0 FEET NORTHEAST OF THE WHITE PAINTED HOME OF
 BY0137'E. E. COVINGTON, 70.2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BY0137'HIGHWAY, 54.0 FEET NORTHEAST OF AN 18-INCH CEDAR TREE (ANOTHER CEDAR
 BY0137'TREE IS ON THE SOUTHEAST SIDE OF THE DRIVEWAY), 27.0 FEET NORTHWEST OF
 BY0137'THE CENTER LINE OF DRIVE TO THE COVINGTON HOME, 2.5 FEET SOUTHWEST OF
 BY0137'REFERENCE POST AND CORNER IN THE RIGHT-OF-WAY FENCE, AND SET IN THE
 BY0137'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0876 ***********************************************************************
 BY0876  DESIGNATION -  L 488
 BY0876  PID         -  BY0876
 BY0876  STATE/COUNTY-  TX/ANGELINA
 BY0876  USGS QUAD   -  HUNTINGTON (1980)
 BY0876
 BY0876                         *CURRENT SURVEY CONTROL
 BY0876  ___________________________________________________________________
 BY0876* NAD 83(1986)-  31 16 49.     (N)    094 36 20.     (W)     SCALED    
 BY0876* NAVD 88     -        78.49   (+/-2cm)     257.5    (feet)  VERTCON   
 BY0876  ___________________________________________________________________
 BY0876  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BY0876
 BY0876  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0876
 BY0876.The horizontal coordinates were scaled from a topographic map and have
 BY0876.an estimated accuracy of +/- 6 seconds.
 BY0876
 BY0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0876.The vertical order pertains to the NGVD 29 superseded value.
 BY0876
 BY0876.The geoid height was determined by GEOID03.
 BY0876
 BY0876;                    North         East    Units  Estimated Accuracy
 BY0876;SPC TX C     - 3,192,920.    1,245,120.      MT  (+/- 180 meters Scaled)
 BY0876
 BY0876                          SUPERSEDED SURVEY CONTROL
 BY0876
 BY0876  NGVD 29 (??/??/92)   78.525  (m)          257.63   (f) ADJ UNCH    2 0
 BY0876
 BY0876.Superseded values are not recommended for survey control.
 BY0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0876.See file dsdata.txt to determine how the superseded data were derived.
 BY0876
 BY0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ471617(NAD 83)
 BY0876_MARKER: DB = BENCH MARK DISK
 BY0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0876_STAMPING: L 488 1949
 BY0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0876+STABILITY: SURFACE MOTION
 BY0876
 BY0876  HISTORY     - Date     Condition        Report By
 BY0876  HISTORY     - 1949     MONUMENTED       CGS
 BY0876  HISTORY     - 20050122 POOR             USPSQD
 BY0876
 BY0876                          STATION DESCRIPTION
 BY0876
 BY0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0876'2.0 MI W FROM HUNTINGTON.
 BY0876'2.0 MILES WEST ALONG U.S. HIGHWAY 69 FROM THE JUNCTION OF FARM ROAD
 BY0876'NO. 328 AND U. S. HIGHWAY 69 AT HUNTINGTON, 0.95 MILE EAST OF BENCH
 BY0876'MARK K 488, 56.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 44.0
 BY0876'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVE, 29.0 FEET WEST OF A
 BY0876'28-INCH OAK TREE WHICH IS USED AS A FENCE CORNER POST, 4.0 FEET EAST
 BY0876'OF A REFERENCE POST, 1.0 FOOT NORTH OF A FENCE LINE, AND SET IN THE
 BY0876'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 BY0876
 BY0876                          STATION RECOVERY (2005)
 BY0876
 BY0876'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 BY0876'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0958 ***********************************************************************
 BY0958  DESIGNATION -  L 489
 BY0958  PID         -  BY0958
 BY0958  STATE/COUNTY-  TX/ANGELINA
 BY0958  USGS QUAD   -  PLUCK (1980)
 BY0958
 BY0958                         *CURRENT SURVEY CONTROL
 BY0958  ___________________________________________________________________
 BY0958* NAD 83(1986)-  31 06 39.     (N)    094 42 16.     (W)     SCALED    
 BY0958* NAVD 88     -        42.32   (+/-2cm)     138.8    (feet)  VERTCON   
 BY0958  ___________________________________________________________________
 BY0958  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BY0958
 BY0958  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0958
 BY0958.The horizontal coordinates were scaled from a topographic map and have
 BY0958.an estimated accuracy of +/- 6 seconds.
 BY0958
 BY0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0958.The vertical order pertains to the NGVD 29 superseded value.
 BY0958
 BY0958.The geoid height was determined by GEOID03.
 BY0958
 BY0958;                    North         East    Units  Estimated Accuracy
 BY0958;SPC TX C     - 3,173,670.    1,236,670.      MT  (+/- 180 meters Scaled)
 BY0958
 BY0958                          SUPERSEDED SURVEY CONTROL
 BY0958
 BY0958  NGVD 29 (??/??/92)   42.355  (m)          138.96   (f) ADJ UNCH    2 0
 BY0958
 BY0958.Superseded values are not recommended for survey control.
 BY0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0958.See file dsdata.txt to determine how the superseded data were derived.
 BY0958
 BY0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ374431(NAD 83)
 BY0958_MARKER: DB = BENCH MARK DISK
 BY0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0958_STAMPING: L 489 1949
 BY0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0958+STABILITY: SURFACE MOTION
 BY0958
 BY0958  HISTORY     - Date     Condition        Report By
 BY0958  HISTORY     - 1949     MONUMENTED       CGS
 BY0958
 BY0958                          STATION DESCRIPTION
 BY0958
 BY0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0958'10.05 MI SE FROM DIBOLL.
 BY0958'0.25 MILE EAST ALONG STATE LOOP 210 FROM THE TEXAS AND NEW ORLEANS
 BY0958'RAILROAD STATION AT DIBOLL, THENCE 2.0 MILES SOUTH ALONG U.S. HIGHWAY
 BY0958'59, THENCE 6.25 MILES EAST ALONG AN OLD C.C.C. ROAD, THENCE 1.55 MILES
 BY0958'SOUTH ALONG A DIRT ROAD, 32.0 FEET SOUTHWEST OF THE CENTER LINE OF A
 BY0958'TRAIL LEADING SOUTHEAST, 22.0 FEET EAST OF THE CENTER LINE OF THE
 BY0958'ROAD, 1.5 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 BY0958'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0815 ***********************************************************************
 BZ0815  DESIGNATION -  L 49 RESET 1970
 BZ0815  PID         -  BZ0815
 BZ0815  STATE/COUNTY-  TX/BELL
 BZ0815  USGS QUAD   -  BELTON (1993)
 BZ0815
 BZ0815                         *CURRENT SURVEY CONTROL
 BZ0815  ___________________________________________________________________
 BZ0815* NAD 83(1986)-  31 05 40.     (N)    097 23 20.     (W)     SCALED    
 BZ0815* NAVD 88     -       193.563  (meters)     635.05   (feet)  ADJUSTED  
 BZ0815  ___________________________________________________________________
 BZ0815  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BZ0815  DYNAMIC HT  -         193.308 (meters)     634.21  (feet)  COMP
 BZ0815  MODELED GRAV-     979,318.1   (mgal)                       NAVD 88
 BZ0815
 BZ0815  VERT ORDER  -  FIRST     CLASS II
 BZ0815
 BZ0815.The horizontal coordinates were scaled from a topographic map and have
 BZ0815.an estimated accuracy of +/- 6 seconds.
 BZ0815
 BZ0815.The orthometric height was determined by differential leveling
 BZ0815.and adjusted by the National Geodetic Survey in June 1991..
 BZ0815
 BZ0815.The geoid height was determined by GEOID03.
 BZ0815
 BZ0815.The dynamic height is computed by dividing the NAVD 88
 BZ0815.geopotential number by the normal gravity value computed on the
 BZ0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0815.degrees latitude (g = 980.6199 gals.).
 BZ0815
 BZ0815.The modeled gravity was interpolated from observed gravity values.
 BZ0815
 BZ0815;                    North         East    Units  Estimated Accuracy
 BZ0815;SPC TX C     - 3,161,990.      980,860.      MT  (+/- 180 meters Scaled)
 BZ0815
 BZ0815                          SUPERSEDED SURVEY CONTROL
 BZ0815
 BZ0815.No superseded survey control is available for this station.
 BZ0815
 BZ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV536411(NAD 83)
 BZ0815_MARKER: DD = SURVEY DISK
 BZ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0815_STAMPING: L 49 RESET 1970
 BZ0815_MARK LOGO: NGS   
 BZ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0815+STABILITY: SURFACE MOTION
 BZ0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BZ0815+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2002
 BZ0815
 BZ0815  HISTORY     - Date     Condition        Report By
 BZ0815  HISTORY     - 1970     MONUMENTED       TXHD
 BZ0815  HISTORY     - 1980     GOOD             NGS
 BZ0815  HISTORY     - 1983     GOOD             NGS
 BZ0815  HISTORY     - 19950715 GOOD             USPSQD
 BZ0815  HISTORY     - 20010317 MARK NOT FOUND   USPSQD
 BZ0815  HISTORY     - 20020112 GOOD             USPSQD
 BZ0815  HISTORY     - 20031011 GOOD             USPSQD
 BZ0815
 BZ0815                          STATION DESCRIPTION
 BZ0815
 BZ0815'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1970
 BZ0815'3.0 MI SW FROM TEMPLE.
 BZ0815'3.0 MILES SOUTHWEST ALONG THE A.T. AND S.F. RAILWAY FROM THE STATION
 BZ0815'AT TEMPLE, TEXAS, BELL COUNTY, 215 FEET SOUTHWEST FROM MILE POST 221
 BZ0815'AND 42.5 FEET NORTHWEST OF NORTHWEST RAIL AT R.R. STATION 11664+78 AND
 BZ0815'ALSO BEING 213 FT. NORTHEAST OF STATE HIGHWAY LOOP 363.  A STANDARD
 BZ0815'DISK STAMPED L 49 RESET 1970 AND SET IN TOP OF A CONCRETE POST
 BZ0815'PROJECTING 0.5 FEET ABOVE GROUND.
 BZ0815
 BZ0815                          STATION RECOVERY (1980)
 BZ0815
 BZ0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0815'RECOVERED IN GOOD CONDITION.
 BZ0815
 BZ0815                          STATION RECOVERY (1983)
 BZ0815
 BZ0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0815'RECOVERED THIS DATE.  ADD, 0.9 METER (3.0 FT) SOUTHEAST OF A FENCE
 BZ0815'AND 0.6 METER (2.0 FT) EAST OF A WITNESS POST.
 BZ0815
 BZ0815                          STATION RECOVERY (1995)
 BZ0815
 BZ0815'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0815'RECOVERED IN GOOD CONDITION.
 BZ0815
 BZ0815                          STATION RECOVERY (2001)
 BZ0815
 BZ0815'RECOVERY NOTE BY US POWER SQUADRON 2001 (JLL)
 BZ0815'MARK NOT FOUND.
 BZ0815
 BZ0815                          STATION RECOVERY (2002)
 BZ0815
 BZ0815'RECOVERY NOTE BY US POWER SQUADRON 2002 (SRS)
 BZ0815'ADD, OBSCURED IN CLUMP OF BRUSH AND 6.0 METERS (20.0 FT)SOUTHEAST OF
 BZ0815'CENTER OF TRACK ROAD
 BZ0815
 BZ0815                          STATION RECOVERY (2003)
 BZ0815
 BZ0815'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 BZ0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0912 ***********************************************************************
 BY0912  DESIGNATION -  L 490
 BY0912  PID         -  BY0912
 BY0912  STATE/COUNTY-  TX/ANGELINA
 BY0912  USGS QUAD   -  BALD HILL (1980)
 BY0912
 BY0912                         *CURRENT SURVEY CONTROL
 BY0912  ___________________________________________________________________
 BY0912* NAD 83(1986)-  31 07 59.     (N)    094 39 18.     (W)     SCALED    
 BY0912* NAVD 88     -        70.05   (+/-2cm)     229.8    (feet)  VERTCON   
 BY0912  ___________________________________________________________________
 BY0912  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BY0912
 BY0912  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0912
 BY0912.The horizontal coordinates were scaled from a topographic map and have
 BY0912.an estimated accuracy of +/- 6 seconds.
 BY0912
 BY0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0912.The vertical order pertains to the NGVD 29 superseded value.
 BY0912
 BY0912.The geoid height was determined by GEOID03.
 BY0912
 BY0912;                    North         East    Units  Estimated Accuracy
 BY0912;SPC TX C     - 3,176,370.    1,241,250.      MT  (+/- 180 meters Scaled)
 BY0912
 BY0912                          SUPERSEDED SURVEY CONTROL
 BY0912
 BY0912  NGVD 29 (??/??/92)   70.085  (m)          229.94   (f) ADJ UNCH    2 0
 BY0912
 BY0912.Superseded values are not recommended for survey control.
 BY0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0912.See file dsdata.txt to determine how the superseded data were derived.
 BY0912
 BY0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ422455(NAD 83)
 BY0912_MARKER: DB = BENCH MARK DISK
 BY0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0912_STAMPING: L 490 1949
 BY0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0912+STABILITY: SURFACE MOTION
 BY0912
 BY0912  HISTORY     - Date     Condition        Report By
 BY0912  HISTORY     - 1949     MONUMENTED       CGS
 BY0912
 BY0912                          STATION DESCRIPTION
 BY0912
 BY0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0912'11.55 MI E FROM DIBOLL.
 BY0912'0.25 MILE EAST ALONG LOOP NO. 210 FROM THE RAILROAD STATION AT DIBOLL,
 BY0912'THENCE 2.0 MILES SOUTH ALONG NEW UNITED STATES HIGHWAY NO. 59, THENCE
 BY0912'9.3 MILES EAST ALONG AN OLD C.C.C. ROAD, ABOUT 0.15 MILE WEST OF A
 BY0912'GATE ACROSS THE ROAD, 37.0 FEET EAST OF THE CENTER OF A WOOD GATE,
 BY0912'19.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17.0 FEET NORTHWEST OF
 BY0912'A 12 INCH OAK TREE, 11.0 FEET EAST OF A 24 INCH PINE TREE, 5.4 FEET
 BY0912'SOUTH OF A FENCE, 1.4 FEET NORTH OF A REFERENCE POST, AND SET IN THE
 BY0912'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0396 ***********************************************************************
 BY0396  DESIGNATION -  L 491
 BY0396  PID         -  BY0396
 BY0396  STATE/COUNTY-  TX/ANGELINA
 BY0396  USGS QUAD   -  ZAVALLA (1984)
 BY0396
 BY0396                         *CURRENT SURVEY CONTROL
 BY0396  ___________________________________________________________________
 BY0396* NAD 83(1986)-  31 09 45.     (N)    094 24 16.     (W)     SCALED    
 BY0396* NAVD 88     -       104.80   (+/-2cm)     343.8    (feet)  VERTCON   
 BY0396  ___________________________________________________________________
 BY0396  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BY0396
 BY0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0396
 BY0396.The horizontal coordinates were scaled from a topographic map and have
 BY0396.an estimated accuracy of +/- 6 seconds.
 BY0396
 BY0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0396.The vertical order pertains to the NGVD 29 superseded value.
 BY0396
 BY0396.The geoid height was determined by GEOID03.
 BY0396
 BY0396;                    North         East    Units  Estimated Accuracy
 BY0396;SPC TX C     - 3,180,880.    1,264,940.      MT  (+/- 180 meters Scaled)
 BY0396
 BY0396                          SUPERSEDED SURVEY CONTROL
 BY0396
 BY0396  NGVD 29 (??/??/92)  104.824  (m)          343.91   (f) ADJ UNCH    2 0
 BY0396
 BY0396.Superseded values are not recommended for survey control.
 BY0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0396.See file dsdata.txt to determine how the superseded data were derived.
 BY0396
 BY0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ661484(NAD 83)
 BY0396_MARKER: DB = BENCH MARK DISK
 BY0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0396_STAMPING: L 491 1949
 BY0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0396+STABILITY: SURFACE MOTION
 BY0396
 BY0396  HISTORY     - Date     Condition        Report By
 BY0396  HISTORY     - 1949     MONUMENTED       CGS
 BY0396
 BY0396                          STATION DESCRIPTION
 BY0396
 BY0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0396'1.5 MI NE FROM ZAVALLA.
 BY0396'0.6 MILE EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0396'RAILROAD STATION AT ZAVALLA, THENCE 0.9 MILE NORTHEAST ALONG STATE
 BY0396'HIGHWAY 147, AT THE JUNCTION OF A T ROAD LEADING NORTH, 30.0 FEET
 BY0396'NORTHWEST AND 127.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 BY0396'FARM HOUSE, 60.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BY0396'50.0 FEET EAST OF THE EXTENDED CENTER LINE OF T ROAD LEADING NORTH,
 BY0396'44.0 FEET EAST OF AN OPEN TOP WELL, 1.0 FOOT NORTHWEST OF A FENCE, 1.4
 BY0396'FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY0396'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0543 ***********************************************************************
 BY0543  DESIGNATION -  L 492
 BY0543  PID         -  BY0543
 BY0543  STATE/COUNTY-  TX/ANGELINA
 BY0543  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0543
 BY0543                         *CURRENT SURVEY CONTROL
 BY0543  ___________________________________________________________________
 BY0543* NAD 83(1986)-  31 07 40.     (N)    094 15 54.     (W)     SCALED    
 BY0543* NAVD 88     -        50.78   (+/-2cm)     166.6    (feet)  VERTCON   
 BY0543  ___________________________________________________________________
 BY0543  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BY0543
 BY0543  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0543
 BY0543.The horizontal coordinates were scaled from a topographic map and have
 BY0543.an estimated accuracy of +/- 6 seconds.
 BY0543
 BY0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0543.The vertical order pertains to the NGVD 29 superseded value.
 BY0543
 BY0543.The geoid height was determined by GEOID03.
 BY0543
 BY0543;                    North         East    Units  Estimated Accuracy
 BY0543;SPC TX C     - 3,177,750.    1,278,420.      MT  (+/- 180 meters Scaled)
 BY0543
 BY0543                          SUPERSEDED SURVEY CONTROL
 BY0543
 BY0543  NGVD 29 (??/??/92)   50.793  (m)          166.64   (f) ADJ UNCH    2 0
 BY0543
 BY0543.Superseded values are not recommended for survey control.
 BY0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0543.See file dsdata.txt to determine how the superseded data were derived.
 BY0543
 BY0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ793444(NAD 83)
 BY0543_MARKER: DB = BENCH MARK DISK
 BY0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0543_STAMPING: L 492 1949
 BY0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0543+STABILITY: SURFACE MOTION
 BY0543
 BY0543  HISTORY     - Date     Condition        Report By
 BY0543  HISTORY     - 1949     MONUMENTED       CGS
 BY0543  HISTORY     - 1979     GOOD             USGS
 BY0543
 BY0543                          STATION DESCRIPTION
 BY0543
 BY0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0543'10.4 MI E FROM ZAVALLA.
 BY0543'10.4 MILES EAST ALONG STATE HIGHWAY 63 FROM THE TEXAS AND NEW ORLEANS
 BY0543'RAILROAD STATION AT ZAVALLA, 171.0 FEET SOUTHWEST OF AND ACROSS THE
 BY0543'DIRT ROAD FROM THE SOUTHWEST CORNER OF THE JACK ATWOOD FARM HOME, 62.0
 BY0543'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 63, 41.0 FEET NORTHWEST
 BY0543'OF THE WEST END OF A 16-INCH CONCRETE TUBE CULVERT UNDER THE DIRT
 BY0543'ROAD, 30.0 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH,
 BY0543'1.8 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 BY0543'POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 BY0543
 BY0543                          STATION RECOVERY (1979)
 BY0543
 BY0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0543'4.6 MILES EAST ALONG STATE HWY. 63 FROM THE RAILROAD CROSSING IN
 BY0543'ZAVALLA, THENCE 5.8 MILES NORTH AND EAST ALONG FARM ROAD 2743, AT THE
 BY0543'EDGE OF SAM RAYBURN RESERVOIR, 62 FT. NORTHWEST OF THE CENTERLINE OF
 BY0543'THE ROAD, 8 FT. SOUTHWEST OF A POWERLINE, SET IN THE TOP OF A
 BY0543'CONCRETE POST PROJECTING 1.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0388 ***********************************************************************
 BY0388  DESIGNATION -  L 493
 BY0388  PID         -  BY0388
 BY0388  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0388  USGS QUAD   -  CASSELLS-BOYKIN PARK (1984)
 BY0388
 BY0388                         *CURRENT SURVEY CONTROL
 BY0388  ___________________________________________________________________
 BY0388* NAD 83(1986)-  31 13 32.     (N)    094 17 18.     (W)     SCALED    
 BY0388* NAVD 88     -        41.50   (+/-2cm)     136.2    (feet)  VERTCON   
 BY0388  ___________________________________________________________________
 BY0388  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BY0388
 BY0388  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0388
 BY0388.The horizontal coordinates were scaled from a topographic map and have
 BY0388.an estimated accuracy of +/- 6 seconds.
 BY0388
 BY0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0388.The vertical order pertains to the NGVD 29 superseded value.
 BY0388
 BY0388.The geoid height was determined by GEOID03.
 BY0388
 BY0388;                    North         East    Units  Estimated Accuracy
 BY0388;SPC TX C     - 3,188,460.    1,275,610.      MT  (+/- 180 meters Scaled)
 BY0388
 BY0388                          SUPERSEDED SURVEY CONTROL
 BY0388
 BY0388  NGVD 29 (??/??/92)   41.529  (m)          136.25   (f) ADJ UNCH    2 0
 BY0388
 BY0388.Superseded values are not recommended for survey control.
 BY0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0388.See file dsdata.txt to determine how the superseded data were derived.
 BY0388
 BY0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ772553(NAD 83)
 BY0388_MARKER: DB = BENCH MARK DISK
 BY0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0388_STAMPING: L 493 1949
 BY0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0388+STABILITY: SURFACE MOTION
 BY0388
 BY0388  HISTORY     - Date     Condition        Report By
 BY0388  HISTORY     - 1949     MONUMENTED       CGS
 BY0388
 BY0388                          STATION DESCRIPTION
 BY0388
 BY0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0388'6.1 MI SW FROM BROADDUS.
 BY0388'6.1 MILES SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0388'BROADDUS, AT THE HOME OF O.K. RUNNELS, 135 FEET EAST OF THE CENTER
 BY0388'LINE OF THE HIGHWAY, 54.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BY0388'THE HOUSE, 29 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 BY0388'EAST, 1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 BY0388'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0119 ***********************************************************************
 BY0119  DESIGNATION -  L 494
 BY0119  PID         -  BY0119
 BY0119  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0119  USGS QUAD   -  SAN AUGUSTINE WEST (1984)
 BY0119
 BY0119                         *CURRENT SURVEY CONTROL
 BY0119  ___________________________________________________________________
 BY0119* NAD 83(1986)-  31 31 44.     (N)    094 11 03.     (W)     SCALED    
 BY0119* NAVD 88     -        94.55   (+/-2cm)     310.2    (feet)  VERTCON   
 BY0119  ___________________________________________________________________
 BY0119  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BY0119
 BY0119  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0119
 BY0119.The horizontal coordinates were scaled from a topographic map and have
 BY0119.an estimated accuracy of +/- 6 seconds.
 BY0119
 BY0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0119.The vertical order pertains to the NGVD 29 superseded value.
 BY0119
 BY0119.The geoid height was determined by GEOID03.
 BY0119
 BY0119;                    North         East    Units  Estimated Accuracy
 BY0119;SPC TX C     - 3,222,580.    1,283,660.      MT  (+/- 180 meters Scaled)
 BY0119
 BY0119                          SUPERSEDED SURVEY CONTROL
 BY0119
 BY0119  NGVD 29 (??/??/92)   94.575  (m)          310.28   (f) ADJ UNCH    2 0
 BY0119
 BY0119.Superseded values are not recommended for survey control.
 BY0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0119.See file dsdata.txt to determine how the superseded data were derived.
 BY0119
 BY0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ875888(NAD 83)
 BY0119_MARKER: DB = BENCH MARK DISK
 BY0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0119_SP_SET: BRIDGE ABUTMENT
 BY0119_STAMPING: L 494 1949
 BY0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BY0119+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2002
 BY0119
 BY0119  HISTORY     - Date     Condition        Report By
 BY0119  HISTORY     - 1949     MONUMENTED       CGS
 BY0119  HISTORY     - 20020712 GOOD             USPSQD
 BY0119
 BY0119                          STATION DESCRIPTION
 BY0119
 BY0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0119'3.7 MI E FROM DENNING.
 BY0119'3.7 MILES EAST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF FARM ROAD
 BY0119'354 AT DENNING, SAN AUGUSTINE COUNTY, 4.4 MILES WEST OF THE COURTHOUSE
 BY0119'AT SAN AUGUSTINE, AT THE BRIDGE OVER VENADO BAYOU, IN THE TOP OF THE
 BY0119'SOUTH END OF THE WEST ABUTMENT, 14.5 FEET SOUTH OF THE CENTERLINE OF
 BY0119'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 BY0119
 BY0119                          STATION RECOVERY (2002)
 BY0119
 BY0119'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BY0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0462 ***********************************************************************
 BY0462  DESIGNATION -  L 495
 BY0462  PID         -  BY0462
 BY0462  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0462  USGS QUAD   -  HARVEY CREEK (1984)
 BY0462
 BY0462                         *CURRENT SURVEY CONTROL
 BY0462  ___________________________________________________________________
 BY0462* NAD 83(1986)-  31 16 53.     (N)    094 14 30.     (W)     SCALED    
 BY0462* NAVD 88     -        65.01   (+/-2cm)     213.3    (feet)  VERTCON   
 BY0462  ___________________________________________________________________
 BY0462  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BY0462
 BY0462  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0462
 BY0462.The horizontal coordinates were scaled from a topographic map and have
 BY0462.an estimated accuracy of +/- 6 seconds.
 BY0462
 BY0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0462.The vertical order pertains to the NGVD 29 superseded value.
 BY0462
 BY0462.The geoid height was determined by GEOID03.
 BY0462
 BY0462;                    North         East    Units  Estimated Accuracy
 BY0462;SPC TX C     - 3,194,880.    1,279,710.      MT  (+/- 180 meters Scaled)
 BY0462
 BY0462                          SUPERSEDED SURVEY CONTROL
 BY0462
 BY0462  NGVD 29 (??/??/92)   65.030  (m)          213.35   (f) ADJ UNCH    2 0
 BY0462
 BY0462.Superseded values are not recommended for survey control.
 BY0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0462.See file dsdata.txt to determine how the superseded data were derived.
 BY0462
 BY0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ818614(NAD 83)
 BY0462_MARKER: DB = BENCH MARK DISK
 BY0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0462_STAMPING: L 495 1949
 BY0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0462+STABILITY: SURFACE MOTION
 BY0462
 BY0462  HISTORY     - Date     Condition        Report By
 BY0462  HISTORY     - 1949     MONUMENTED       CGS
 BY0462
 BY0462                          STATION DESCRIPTION
 BY0462
 BY0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0462'2.8 MI SE FROM BROADDUS.
 BY0462'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0462'BROADDUS, THENCE 2.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT THE
 BY0462'FARM HOME OF W.T. WELLS SR. 67.0 FEET SOUTHWEST OF THE CENTER LINE OF
 BY0462'THE ROAD, 62.0 FEET SOUTH OF A 16-INCH CEDAR TREE, 54.0 FEET EAST OF
 BY0462'THE EAST CORNER OF THE HOUSE, 3.0 FEET WEST OF A FENCE CORNER POST,
 BY0462'0.8 FOOT NORTH OF THE FENCE, 1.4 FEET WEST OF A REFERENCE POST, AND
 BY0462'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 BY0462'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0984 ***********************************************************************
 AY0984  DESIGNATION -  L 496
 AY0984  PID         -  AY0984
 AY0984  STATE/COUNTY-  TX/BEXAR
 AY0984  USGS QUAD   -  CASTLE HILLS (1992)
 AY0984
 AY0984                         *CURRENT SURVEY CONTROL
 AY0984  ___________________________________________________________________
 AY0984* NAD 83(1986)-  29 30 26.     (N)    098 36 59.     (W)     SCALED    
 AY0984* NAVD 88     -       259.809  (meters)     852.39   (feet)  POSTED    
 AY0984  ___________________________________________________________________
 AY0984  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AY0984  DYNAMIC HT  -         259.430 (meters)     851.15  (feet)  COMP
 AY0984  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 AY0984
 AY0984  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0984
 AY0984.The horizontal coordinates were scaled from a topographic map and have
 AY0984.an estimated accuracy of +/- 6 seconds.
 AY0984
 AY0984.The orthometric height was determined by differential leveling
 AY0984.and adjusted by the National Geodetic Survey in 1992..
 AY0984.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0984.rate of 0.0 thru 1.0 mm/km.
 AY0984
 AY0984.The geoid height was determined by GEOID03.
 AY0984
 AY0984.The dynamic height is computed by dividing the NAVD 88
 AY0984.geopotential number by the normal gravity value computed on the
 AY0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0984.degrees latitude (g = 980.6199 gals.).
 AY0984
 AY0984.The modeled gravity was interpolated from observed gravity values.
 AY0984
 AY0984;                    North         East    Units  Estimated Accuracy
 AY0984;SPC TXSC     - 4,185,570.      637,190.      MT  (+/- 180 meters Scaled)
 AY0984
 AY0984                          SUPERSEDED SURVEY CONTROL
 AY0984
 AY0984  NGVD 29 (??/??/92)  259.688  (m)          851.99   (f) ADJ UNCH    1 2
 AY0984
 AY0984.Superseded values are not recommended for survey control.
 AY0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0984.See file dsdata.txt to determine how the superseded data were derived.
 AY0984
 AY0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT371642(NAD 83)
 AY0984_MARKER: DB = BENCH MARK DISK
 AY0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0984_STAMPING: L 496 1952
 AY0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0984+STABILITY: SURFACE MOTION
 AY0984
 AY0984  HISTORY     - Date     Condition        Report By
 AY0984  HISTORY     - 1952     MONUMENTED       CGS
 AY0984  HISTORY     - 19860901 MARK NOT FOUND   USGS
 AY0984  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0984  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AY0984  HISTORY     - 19991201 MARK NOT FOUND   USPSQD
 AY0984
 AY0984                          STATION DESCRIPTION
 AY0984
 AY0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AY0984'IN SAN ANTONIO.
 AY0984'AT SAN ANTONIO, 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 16 FROM THE
 AY0984'LEON VALLEY SCHOOL WHICH IS AT THE INTERSECTION OF STATE HIGHWAY 16
 AY0984'AND GRISSEM ROAD, THENCE 1.0 MILE NORTHEAST ALONG HUEBNER ROAD, AT A
 AY0984'JUNCTION WITH A PRIVATE ROAD LEADING NORTHWEST, 27 FEET NORTHWEST OF
 AY0984'THE CENTER LINE OF HUEBNER ROAD, 33 FEET SOUTHWEST OF THE CENTER LINE
 AY0984'OF A PRIVATE ROAD, 6.3 FEET SOUTH OF THE SOUTH CORNER OF A SMALL
 AY0984'CONCRETE BLOCK PUMP HOUSE, 9.5 FEET NORTHEAST OF A POWER POLE, 2 FEET
 AY0984'SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 AY0984'0.4 FOOT ABOVE THE GROUND.
 AY0984
 AY0984                          STATION RECOVERY (1986)
 AY0984
 AY0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0984'MARK NOT FOUND.
 AY0984
 AY0984                          STATION RECOVERY (1989)
 AY0984
 AY0984'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0984'MARK NOT FOUND.
 AY0984
 AY0984                          STATION RECOVERY (1990)
 AY0984
 AY0984'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0984'MARK NOT FOUND.
 AY0984
 AY0984                          STATION RECOVERY (1999)
 AY0984
 AY0984'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0078 ***********************************************************************
 AY0078  DESIGNATION -  L 497
 AY0078  PID         -  AY0078
 AY0078  STATE/COUNTY-  TX/BEXAR
 AY0078  USGS QUAD   -  LONGHORN (1992)
 AY0078
 AY0078                         *CURRENT SURVEY CONTROL
 AY0078  ___________________________________________________________________
 AY0078* NAD 83(1986)-  29 33 44.     (N)    098 28 47.     (W)     SCALED    
 AY0078* NAVD 88     -       253.713  (meters)     832.39   (feet)  POSTED    
 AY0078  ___________________________________________________________________
 AY0078  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AY0078  DYNAMIC HT  -         253.340 (meters)     831.17  (feet)  COMP
 AY0078  MODELED GRAV-     979,182.9   (mgal)                       NAVD 88
 AY0078
 AY0078  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0078
 AY0078.The horizontal coordinates were scaled from a topographic map and have
 AY0078.an estimated accuracy of +/- 6 seconds.
 AY0078
 AY0078.The orthometric height was determined by differential leveling
 AY0078.and adjusted by the National Geodetic Survey in 1992..
 AY0078.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0078.rate of 0.0 thru 1.0 mm/km.
 AY0078
 AY0078.The geoid height was determined by GEOID03.
 AY0078
 AY0078.The dynamic height is computed by dividing the NAVD 88
 AY0078.geopotential number by the normal gravity value computed on the
 AY0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0078.degrees latitude (g = 980.6199 gals.).
 AY0078
 AY0078.The modeled gravity was interpolated from observed gravity values.
 AY0078
 AY0078;                    North         East    Units  Estimated Accuracy
 AY0078;SPC TXSC     - 4,191,720.      650,410.      MT  (+/- 180 meters Scaled)
 AY0078
 AY0078                          SUPERSEDED SURVEY CONTROL
 AY0078
 AY0078  NGVD 29 (??/??/92)  253.584  (m)          831.97   (f) ADJ UNCH    1 2
 AY0078
 AY0078.Superseded values are not recommended for survey control.
 AY0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0078.See file dsdata.txt to determine how the superseded data were derived.
 AY0078
 AY0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT503703(NAD 83)
 AY0078_MARKER: DB = BENCH MARK DISK
 AY0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0078_STAMPING: L 497 1953
 AY0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0078+STABILITY: SURFACE MOTION
 AY0078
 AY0078  HISTORY     - Date     Condition        Report By
 AY0078  HISTORY     - 1953     MONUMENTED       CGS
 AY0078  HISTORY     - 1965     GOOD             NGS
 AY0078  HISTORY     - 19870301 MARK NOT FOUND   USGS
 AY0078  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0078  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0078  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 AY0078
 AY0078                          STATION DESCRIPTION
 AY0078
 AY0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0078'3.45 MI NW FROM SAN ANTONIO.
 AY0078'3.45 MILES NORTHWEST ALONG BITTERS ROAD FROM ITS JUNCTION WITH
 AY0078'NACOGDOCHES ROAD AT SAN ANTONIO, 118 FEET SOUTHEAST OF THE CENTER LINE
 AY0078'OF HEIMER ROAD, 24 FEET NORTHEAST OF THE CENTER LINE OF BITTERS ROAD,
 AY0078'6.4 FEET SOUTHEAST OF A TELEPHONE POLE, 2.4 FEET NORTHWEST OF A
 AY0078'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 AY0078'FOOT ABOVE THE GROUND.
 AY0078
 AY0078                          STATION RECOVERY (1965)
 AY0078
 AY0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 AY0078'RECOVERED IN GOOD CONDITION.
 AY0078
 AY0078                          STATION RECOVERY (1987)
 AY0078
 AY0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (RGB)
 AY0078'MARK NOT FOUND.
 AY0078
 AY0078                          STATION RECOVERY (1989)
 AY0078
 AY0078'RECOVERY NOTE BY US POWER SQUADRON 1989 (DLP)
 AY0078'MARK NOT FOUND.
 AY0078
 AY0078                          STATION RECOVERY (1989)
 AY0078
 AY0078'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0078'MARK NOT FOUND.
 AY0078
 AY0078                          STATION RECOVERY (1999)
 AY0078
 AY0078'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0377 ***********************************************************************
 AY0377  DESIGNATION -  L 498 RESET 1960
 AY0377  PID         -  AY0377
 AY0377  STATE/COUNTY-  TX/BEXAR
 AY0377  USGS QUAD   -  SAN ANTONIO EAST (1992)
 AY0377
 AY0377                         *CURRENT SURVEY CONTROL
 AY0377  ___________________________________________________________________
 AY0377* NAD 83(1986)-  29 28 11.     (N)    098 24 15.     (W)     SCALED    
 AY0377* NAVD 88     -       215.02   (meters)     705.4    (feet)  RESET     
 AY0377  ___________________________________________________________________
 AY0377  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AY0377
 AY0377  VERT ORDER  -  THIRD
 AY0377
 AY0377.The horizontal coordinates were scaled from a topographic map and have
 AY0377.an estimated accuracy of +/- 6 seconds.
 AY0377
 AY0377.The orthometric height was computed from unverified reset data.
 AY0377
 AY0377.The geoid height was determined by GEOID03.
 AY0377
 AY0377;                    North         East    Units  Estimated Accuracy
 AY0377;SPC TXSC     - 4,181,500.      657,790.      MT  (+/- 180 meters Scaled)
 AY0377
 AY0377                          SUPERSEDED SURVEY CONTROL
 AY0377
 AY0377.No superseded survey control is available for this station.
 AY0377
 AY0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT577601(NAD 83)
 AY0377_MARKER: DB = BENCH MARK DISK
 AY0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0377_SP_SET: CULVERT
 AY0377_STAMPING: L 498 RESET 1960
 AY0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0377
 AY0377  HISTORY     - Date     Condition        Report By
 AY0377  HISTORY     - 1960     MONUMENTED       CGS
 AY0377  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 AY0377
 AY0377                          STATION DESCRIPTION
 AY0377
 AY0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AY0377'3.3 MI S FROM SAN ANTONIO.
 AY0377'ABOUT 6 MILES NORTHEAST OF THE DOWNTOWN SECTION OF SAN ANTONIO, 3.3
 AY0377'MILES SOUTH OF FRATT SIDING ON THE M.K.T.R.R., ALONG THE R.R. AND LOOP
 AY0377'13 WHICH IS ALSO THE ROUTE OF INTERSTATE 35.  FRATT SIDING IS AT THE
 AY0377'SOUTH SIDE OF THE INTERSECTION OF LOOP 13, U.S. HIGHWAY NO. 81 AND
 AY0377'INTERSTATE 35.  THE MARK IS A STANDARD DISK STAMPED L 498 RESET 1960
 AY0377'SET IN THE CENTER OF THE EAST HEADWALL IN A CONCRETE CULVERT UNDER THE
 AY0377'SECTION OF THE HIGHWAY LEADING STRAIGHT SOUTH UNDER AN OVERPASS. IT IS
 AY0377'IN THE FORK OF THE TRAFFIC LANES LEADING SOUTH AND TRAFFIC LANES
 AY0377'LEADING TO THE SOUTHEAST, 2.5 MILES NORTH ALONG LOOP 13 FROM THE
 AY0377'INTERSECTION WITH U.S. NO. 90.
 AY0377
 AY0377                          STATION RECOVERY (1999)
 AY0377
 AY0377'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0345 ***********************************************************************
 CD0345  DESIGNATION -  L 5
 CD0345  PID         -  CD0345
 CD0345  STATE/COUNTY-  TX/CULBERSON
 CD0345  USGS QUAD   -  BITTER WELL MOUNTAIN (1973)
 CD0345
 CD0345                         *CURRENT SURVEY CONTROL
 CD0345  ___________________________________________________________________
 CD0345* NAD 83(1986)-  31 37 05.     (N)    104 51 28.     (W)     SCALED    
 CD0345* NAVD 88     -      1117.278  (meters)    3665.60   (feet)  ADJUSTED  
 CD0345  ___________________________________________________________________
 CD0345  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CD0345  DYNAMIC HT  -        1115.573 (meters)    3660.01  (feet)  COMP
 CD0345  MODELED GRAV-     979,076.2   (mgal)                       NAVD 88
 CD0345
 CD0345  VERT ORDER  -  SECOND    CLASS 0
 CD0345
 CD0345.The horizontal coordinates were scaled from a topographic map and have
 CD0345.an estimated accuracy of +/- 6 seconds.
 CD0345
 CD0345.The orthometric height was determined by differential leveling
 CD0345.and adjusted by the National Geodetic Survey in June 1991..
 CD0345
 CD0345.The geoid height was determined by GEOID03.
 CD0345
 CD0345.The dynamic height is computed by dividing the NAVD 88
 CD0345.geopotential number by the normal gravity value computed on the
 CD0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0345.degrees latitude (g = 980.6199 gals.).
 CD0345
 CD0345.The modeled gravity was interpolated from observed gravity values.
 CD0345
 CD0345;                    North         East    Units  Estimated Accuracy
 CD0345;SPC TX C     - 3,225,060.      270,850.      MT  (+/- 180 meters Scaled)
 CD0345
 CD0345                          SUPERSEDED SURVEY CONTROL
 CD0345
 CD0345  NGVD 29 (??/??/92) 1116.772  (m)         3663.94   (f) ADJ UNCH    2 0
 CD0345
 CD0345.Superseded values are not recommended for survey control.
 CD0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0345.See file dsdata.txt to determine how the superseded data were derived.
 CD0345
 CD0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ134981(NAD 83)
 CD0345_MARKER: DD = SURVEY DISK
 CD0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0345_STAMPING: 3665 L 5 1933
 CD0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0345+STABILITY: SURFACE MOTION
 CD0345
 CD0345  HISTORY     - Date     Condition        Report By
 CD0345  HISTORY     - 1933     MONUMENTED       USGS
 CD0345  HISTORY     - 1958     GOOD             NGS
 CD0345
 CD0345                          STATION DESCRIPTION
 CD0345
 CD0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0345'42.75 MI N FROM VAN HORN.
 CD0345'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0345'STATION AT VAN HORN, THENCE ABOUT 42.6 MILES NORTH ALONG STATE HIGHWAY
 CD0345'54.  115 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.2 MILE
 CD0345'SOUTH OF A FOUR-CHANNEL STEEL CULVERT, ABOUT 0.2 MILE NORTH OF THE
 CD0345'JUNCTION OF THE OLD AND NEW HIGHWAY, ABOUT 0.5 MILE EAST-SOUTHEAST OF
 CD0345'A STEEL WINDMILL, 45 FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY,
 CD0345'38 FEET EAST OF A FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 CD0345'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CD0345'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0918 ***********************************************************************
 BZ0918  DESIGNATION -  L 50
 BZ0918  PID         -  BZ0918
 BZ0918  STATE/COUNTY-  TX/BELL
 BZ0918  USGS QUAD   -  NOLANVILLE (1995)
 BZ0918
 BZ0918                         *CURRENT SURVEY CONTROL
 BZ0918  ___________________________________________________________________
 BZ0918* NAD 83(1986)-  31 04 50.     (N)    097 36 58.     (W)     SCALED    
 BZ0918* NAVD 88     -       213.693  (meters)     701.09   (feet)  ADJUSTED  
 BZ0918  ___________________________________________________________________
 BZ0918  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BZ0918  DYNAMIC HT  -         213.408 (meters)     700.16  (feet)  COMP
 BZ0918  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 BZ0918
 BZ0918  VERT ORDER  -  FIRST     CLASS II
 BZ0918
 BZ0918.The horizontal coordinates were scaled from a topographic map and have
 BZ0918.an estimated accuracy of +/- 6 seconds.
 BZ0918
 BZ0918.The orthometric height was determined by differential leveling
 BZ0918.and adjusted by the National Geodetic Survey in June 1991..
 BZ0918
 BZ0918.The geoid height was determined by GEOID03.
 BZ0918
 BZ0918.The dynamic height is computed by dividing the NAVD 88
 BZ0918.geopotential number by the normal gravity value computed on the
 BZ0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0918.degrees latitude (g = 980.6199 gals.).
 BZ0918
 BZ0918.The modeled gravity was interpolated from observed gravity values.
 BZ0918
 BZ0918;                    North         East    Units  Estimated Accuracy
 BZ0918;SPC TX C     - 3,159,900.      959,230.      MT  (+/- 180 meters Scaled)
 BZ0918
 BZ0918                          SUPERSEDED SURVEY CONTROL
 BZ0918
 BZ0918  NGVD 29 (??/??/92)  213.622  (m)          700.86   (f) ADJ UNCH    1 2
 BZ0918
 BZ0918.Superseded values are not recommended for survey control.
 BZ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0918.See file dsdata.txt to determine how the superseded data were derived.
 BZ0918
 BZ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPV320393(NAD 83)
 BZ0918_MARKER: DB = BENCH MARK DISK
 BZ0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BZ0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BZ0918_STAMPING: L 50 1953
 BZ0918_MARK LOGO: CGS   
 BZ0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BZ0918+STABILITY: SURFACE MOTION
 BZ0918
 BZ0918  HISTORY     - Date     Condition        Report By
 BZ0918  HISTORY     - 1953     MONUMENTED       CGS
 BZ0918  HISTORY     - 1957     GOOD             DOD
 BZ0918  HISTORY     - 1983     SEE DESCRIPTION  NGS
 BZ0918
 BZ0918                          STATION DESCRIPTION
 BZ0918
 BZ0918'DESCRIBED BY US DEPARTMENT OF DEFENSE 1957
 BZ0918'0.6 MI W FROM NOLANVILLE.
 BZ0918'0.6 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 BZ0918'STATION AT NOLANVILLE, BELL COUNTY, 0.3 MILE WEST OF MILEPOST 236,
 BZ0918'33.4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 14 FEET NORTH OF
 BZ0918'A FENCE, 11 FEET WEST OF A POLE, IN LINE WITH THE ROW OF POLES, 2.5
 BZ0918'FEET EAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 BZ0918'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 BZ0918
 BZ0918                          STATION RECOVERY (1983)
 BZ0918
 BZ0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 BZ0918'RECOVERED THIS DATE.  ADD, 0.3 METER (1.0 FT) WEST OF A WITNESS POST.
 BZ0918'NOTE, THE MARK IS LEANING SLIGHTLY TO THE WEST BUT IS STABLE IN THE
 BZ0918'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0707 ***********************************************************************
 BL0707  DESIGNATION -  L 501
 BL0707  PID         -  BL0707
 BL0707  STATE/COUNTY-  TX/POLK
 BL0707  USGS QUAD   -  CORRIGAN (1984)
 BL0707
 BL0707                         *CURRENT SURVEY CONTROL
 BL0707  ___________________________________________________________________
 BL0707* NAD 83(1986)-  30 54 02.     (N)    094 47 16.     (W)     SCALED    
 BL0707* NAVD 88     -       107.37   (+/-2cm)     352.3    (feet)  VERTCON   
 BL0707  ___________________________________________________________________
 BL0707  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BL0707
 BL0707  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0707
 BL0707.The horizontal coordinates were scaled from a topographic map and have
 BL0707.an estimated accuracy of +/- 6 seconds.
 BL0707
 BL0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0707.The vertical order pertains to the NGVD 29 superseded value.
 BL0707
 BL0707.The geoid height was determined by GEOID03.
 BL0707
 BL0707;                    North         East    Units  Estimated Accuracy
 BL0707;SPC TX C     - 3,149,990.    1,229,890.      MT  (+/- 180 meters Scaled)
 BL0707
 BL0707                          SUPERSEDED SURVEY CONTROL
 BL0707
 BL0707  NGVD 29 (??/??/92)  107.380  (m)          352.30   (f) ADJ UNCH    2 0
 BL0707
 BL0707.Superseded values are not recommended for survey control.
 BL0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0707.See file dsdata.txt to determine how the superseded data were derived.
 BL0707
 BL0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ291199(NAD 83)
 BL0707_MARKER: DB = BENCH MARK DISK
 BL0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0707_STAMPING: L 501 1949
 BL0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0707+STABILITY: SURFACE MOTION
 BL0707
 BL0707  HISTORY     - Date     Condition        Report By
 BL0707  HISTORY     - 1949     MONUMENTED       CGS
 BL0707  HISTORY     - 1977     POOR             USGS
 BL0707  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 BL0707
 BL0707                          STATION DESCRIPTION
 BL0707
 BL0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0707'2.4 MI E FROM MOSCOW.
 BL0707'2.4 MILES EAST ALONG FARM ROAD NO. 62 FROM THE JUNCTION OF NO. 62 AND
 BL0707'U. S. HIGHWAY NO. 59 AT MOSCOW, AT A Y-JUNCTION OF THE FARM ROAD AND A
 BL0707'DIRT ROAD LEADING SOUTHWEST, 105.0 FEET NORTH OF THE CENTER LINE OF
 BL0707'THE FARM ROAD, 30.0 FEET EAST OF THE CENTER LINE OF A WOODS ROAD
 BL0707'LEADING NORTH, 11.0 FEET NORTHWEST OF A 24-INCH PINE WITH A TRIANGULAR
 BL0707'BLAZE ON THE SOUTH SIDE OF THE TREE, AT THE EAST END OF A CURVE WITH
 BL0707'TANGENTS LEADING EAST AND NORTHWEST, 1.3 FEET SOUTH OF A REFERENCE
 BL0707'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 BL0707'GROUND.
 BL0707
 BL0707                          STATION RECOVERY (1977)
 BL0707
 BL0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0707'MARK RECOVERED IN POOR CONDITION.
 BL0707
 BL0707                          STATION RECOVERY (1997)
 BL0707
 BL0707'RECOVERY NOTE BY US POWER SQUADRON 1997
 BL0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0762 ***********************************************************************
 BL0762  DESIGNATION -  L 502
 BL0762  PID         -  BL0762
 BL0762  STATE/COUNTY-  TX/POLK
 BL0762  USGS QUAD   -  LEGGETT (1984)
 BL0762
 BL0762                         *CURRENT SURVEY CONTROL
 BL0762  ___________________________________________________________________
 BL0762* NAD 83(1986)-  30 47 56.     (N)    094 45 01.     (W)     SCALED    
 BL0762* NAVD 88     -       112.55   (+/-2cm)     369.3    (feet)  VERTCON   
 BL0762  ___________________________________________________________________
 BL0762  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BL0762
 BL0762  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0762
 BL0762.The horizontal coordinates were scaled from a topographic map and have
 BL0762.an estimated accuracy of +/- 6 seconds.
 BL0762
 BL0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0762.The vertical order pertains to the NGVD 29 superseded value.
 BL0762
 BL0762.The geoid height was determined by GEOID03.
 BL0762
 BL0762;                    North         East    Units  Estimated Accuracy
 BL0762;SPC TX C     - 3,138,920.    1,234,040.      MT  (+/- 180 meters Scaled)
 BL0762
 BL0762                          SUPERSEDED SURVEY CONTROL
 BL0762
 BL0762  NGVD 29 (??/??/92)  112.558  (m)          369.28   (f) ADJ UNCH    2 0
 BL0762
 BL0762.Superseded values are not recommended for survey control.
 BL0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0762.See file dsdata.txt to determine how the superseded data were derived.
 BL0762
 BL0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ325086(NAD 83)
 BL0762_MARKER: DB = BENCH MARK DISK
 BL0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0762_STAMPING: L 502 1949
 BL0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0762+STABILITY: SURFACE MOTION
 BL0762
 BL0762  HISTORY     - Date     Condition        Report By
 BL0762  HISTORY     - 1949     MONUMENTED       CGS
 BL0762  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0762
 BL0762                          STATION DESCRIPTION
 BL0762
 BL0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0762'9.2 MI SE FROM LEGGETT.
 BL0762'7.1 MILES EAST ALONG A DIRT ROAD FROM THE TEXAS AND NEW ORLEANS
 BL0762'RAILWAY STATION AT LEGGETT, THENCE 2.1 MILES SOUTH ALONG A DIRT ROAD,
 BL0762'IN THE EAST QUARTER OF A DIRT ROAD CROSSING, 55.0 FEET SOUTHEAST OF
 BL0762'THE CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, 29.0 FEET NORTHEAST
 BL0762'OF THE NORTHWEST-SOUTHEAST ROAD, 31.5 FEET SOUTH OF A POWER LINE POLE,
 BL0762'4.8 FEET NORTHEAST OF A 12-INCH PINE WITH A TRIANGULAR BLAZE ON THE
 BL0762'NORTHWEST SIDE OF THE TREE, 1.5 FEET SOUTHWEST OF A REFERENCE POST,
 BL0762'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 BL0762'GROUND.
 BL0762
 BL0762                          STATION RECOVERY (1977)
 BL0762
 BL0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0686 ***********************************************************************
 BL0686  DESIGNATION -  L 503
 BL0686  PID         -  BL0686
 BL0686  STATE/COUNTY-  TX/TYLER
 BL0686  USGS QUAD   -  CHESTER (1984)
 BL0686
 BL0686                         *CURRENT SURVEY CONTROL
 BL0686  ___________________________________________________________________
 BL0686* NAD 83(1986)-  30 57 54.     (N)    094 33 01.     (W)     SCALED    
 BL0686* NAVD 88     -        78.63   (+/-2cm)     258.0    (feet)  VERTCON   
 BL0686  ___________________________________________________________________
 BL0686  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BL0686
 BL0686  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0686
 BL0686.The horizontal coordinates were scaled from a topographic map and have
 BL0686.an estimated accuracy of +/- 6 seconds.
 BL0686
 BL0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0686.The vertical order pertains to the NGVD 29 superseded value.
 BL0686
 BL0686.The geoid height was determined by GEOID03.
 BL0686
 BL0686;                    North         East    Units  Estimated Accuracy
 BL0686;SPC TX C     - 3,158,280.    1,252,190.      MT  (+/- 180 meters Scaled)
 BL0686
 BL0686                          SUPERSEDED SURVEY CONTROL
 BL0686
 BL0686  NGVD 29 (??/??/92)   78.643  (m)          258.01   (f) ADJ UNCH    2 0
 BL0686
 BL0686.Superseded values are not recommended for survey control.
 BL0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0686.See file dsdata.txt to determine how the superseded data were derived.
 BL0686
 BL0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ519267(NAD 83)
 BL0686_MARKER: DB = BENCH MARK DISK
 BL0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0686_STAMPING: L 503 1949
 BL0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0686+STABILITY: SURFACE MOTION
 BL0686
 BL0686  HISTORY     - Date     Condition        Report By
 BL0686  HISTORY     - 1949     MONUMENTED       CGS
 BL0686
 BL0686                          STATION DESCRIPTION
 BL0686
 BL0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0686'4.0 MI NE FROM CHESTER.
 BL0686'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BL0686'THENCE 2.0 MILES EAST ALONG A DIRT ROAD, 0.3 MILE NORTHEAST OF THE
 BL0686'ENON SCHOOL AND BAPTIST CHURCH, AT THE JUNCTION OF THE
 BL0686'NORTHEAST-SOUTHWEST POWER LINE AND A LINE LEADING NORTHWEST, 64.9 FEET
 BL0686'SOUTH OF THE CENTER LINE OF THE SOUTHEAST END OF A CONCRETE PIPE
 BL0686'CULVERT, 46.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4.9 FEET
 BL0686'SOUTH OF A POWER LINE GUY POLE, 1.5 FEET WEST OF A REFERENCE POST, SET
 BL0686'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0631 ***********************************************************************
 BL0631  DESIGNATION -  L 505
 BL0631  PID         -  BL0631
 BL0631  STATE/COUNTY-  TX/TYLER
 BL0631  USGS QUAD   -  CHESTER (1984)
 BL0631
 BL0631                         *CURRENT SURVEY CONTROL
 BL0631  ___________________________________________________________________
 BL0631* NAD 83(1986)-  30 59 44.     (N)    094 34 48.     (W)     SCALED    
 BL0631* NAVD 88     -        85.92   (+/-2cm)     281.9    (feet)  VERTCON   
 BL0631  ___________________________________________________________________
 BL0631  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BL0631
 BL0631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0631
 BL0631.The horizontal coordinates were scaled from a topographic map and have
 BL0631.an estimated accuracy of +/- 6 seconds.
 BL0631
 BL0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0631.The vertical order pertains to the NGVD 29 superseded value.
 BL0631
 BL0631.The geoid height was determined by GEOID03.
 BL0631
 BL0631;                    North         East    Units  Estimated Accuracy
 BL0631;SPC TX C     - 3,161,520.    1,249,180.      MT  (+/- 180 meters Scaled)
 BL0631
 BL0631                          SUPERSEDED SURVEY CONTROL
 BL0631
 BL0631  NGVD 29 (??/??/92)   85.942  (m)          281.96   (f) ADJ UNCH    2 0
 BL0631
 BL0631.Superseded values are not recommended for survey control.
 BL0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0631.See file dsdata.txt to determine how the superseded data were derived.
 BL0631
 BL0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ491301(NAD 83)
 BL0631_MARKER: DB = BENCH MARK DISK
 BL0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0631_STAMPING: L 505 1949
 BL0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0631+STABILITY: SURFACE MOTION
 BL0631
 BL0631  HISTORY     - Date     Condition        Report By
 BL0631  HISTORY     - 1949     MONUMENTED       CGS
 BL0631
 BL0631                          STATION DESCRIPTION
 BL0631
 BL0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0631'6.30 MI NW FROM CHESTER.
 BL0631'2.0 MILES NORTH ALONG A DIRT ROAD FROM THE GRADE SCHOOL AT CHESTER,
 BL0631'THENCE 2.15 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 2.15 MILES
 BL0631'NORTHEAST ALONG A DIRT ROAD, AT THE SUMMIT OF A HILL, 43.0 FEET
 BL0631'NORTHWEST OF THE CENTER LINE OF THE ROAD, 14.0 FEET NORTH OF THE
 BL0631'CENTER LINE OF A ROAD LEADING WEST, 7.6 FEET SOUTH OF A 12-INCH PINE
 BL0631'WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE OF THE TREE, 7.6 FEET
 BL0631'WEST OF A 10-INCH PINE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE
 BL0631'OF THE TREE, 1.6 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF
 BL0631'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0678 ***********************************************************************
 BL0678  DESIGNATION -  L 506 RESET 1957
 BL0678  PID         -  BL0678
 BL0678  STATE/COUNTY-  TX/TYLER
 BL0678  USGS QUAD   -  CHAMBLISS HILL (1984)
 BL0678
 BL0678                         *CURRENT SURVEY CONTROL
 BL0678  ___________________________________________________________________
 BL0678* NAD 83(1986)-  30 51 16.     (N)    094 31 53.     (W)     SCALED    
 BL0678* NAVD 88     -       111.79   (+/-2cm)     366.8    (feet)  VERTCON   
 BL0678  ___________________________________________________________________
 BL0678  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BL0678
 BL0678  VERT ORDER  -  THIRD (See Below)
 BL0678
 BL0678.The horizontal coordinates were scaled from a topographic map and have
 BL0678.an estimated accuracy of +/- 6 seconds.
 BL0678
 BL0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0678.The vertical order pertains to the NGVD 29 superseded value.
 BL0678
 BL0678.The geoid height was determined by GEOID03.
 BL0678
 BL0678;                    North         East    Units  Estimated Accuracy
 BL0678;SPC TX C     - 3,146,140.    1,254,640.      MT  (+/- 180 meters Scaled)
 BL0678
 BL0678                          SUPERSEDED SURVEY CONTROL
 BL0678
 BL0678  NGVD 29 (??/??/??)  111.79   (m)          366.8    (f) RESET       3  
 BL0678
 BL0678.Superseded values are not recommended for survey control.
 BL0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0678.See file dsdata.txt to determine how the superseded data were derived.
 BL0678
 BL0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ535144(NAD 83)
 BL0678_MARKER: DB = BENCH MARK DISK
 BL0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0678_STAMPING: L 506 RESET 1957
 BL0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0678+STABILITY: SURFACE MOTION
 BL0678
 BL0678  HISTORY     - Date     Condition        Report By
 BL0678  HISTORY     - 1957     MONUMENTED       CGS
 BL0678
 BL0678                          STATION DESCRIPTION
 BL0678
 BL0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BL0678'6.3 MI SE FROM CHESTER.
 BL0678'ABOUT 6.3 MILES SOUTHEAST ALONG U.S. HIGHWAY NO. 287 FROM THE POST
 BL0678'OFFICE AT CHESTER AT A ROAD CROSSING, ABOUT 58 FEET SOUTHWEST OF THE
 BL0678'CENTERLINE OF THE HIGHWAY, 2 FEET NORTHEAST OF THE SOUTHWEST
 BL0678'RIGHT-OF-WAY FENCE, 136 FEET NORTHWEST OF THE CENTERLINE OF A DIRT
 BL0678'ROAD LEADING SOUTH AND 3 FEET NORTH OF A 4 X 4 POST.  A STANDARD DISK
 BL0678'STAMPED L 506 RESET 1957 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0034 ***********************************************************************
 BL0034  DESIGNATION -  L 507
 BL0034  PID         -  BL0034
 BL0034  STATE/COUNTY-  TX/TYLER
 BL0034  USGS QUAD   -  WOODVILLE (1984)
 BL0034
 BL0034                         *CURRENT SURVEY CONTROL
 BL0034  ___________________________________________________________________
 BL0034* NAD 83(1986)-  30 45 29.     (N)    094 27 08.     (W)     SCALED    
 BL0034* NAVD 88     -       116.17   (+/-2cm)     381.1    (feet)  VERTCON   
 BL0034  ___________________________________________________________________
 BL0034  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BL0034
 BL0034  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0034
 BL0034.The horizontal coordinates were scaled from a topographic map and have
 BL0034.an estimated accuracy of +/- 6 seconds.
 BL0034
 BL0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0034.The vertical order pertains to the NGVD 29 superseded value.
 BL0034
 BL0034.The geoid height was determined by GEOID03.
 BL0034
 BL0034;                    North         East    Units  Estimated Accuracy
 BL0034;SPC TX C     - 3,135,870.    1,262,760.      MT  (+/- 180 meters Scaled)
 BL0034
 BL0034                          SUPERSEDED SURVEY CONTROL
 BL0034
 BL0034  NGVD 29 (??/??/92)  116.162  (m)          381.11   (f) ADJ UNCH    2 0
 BL0034
 BL0034.Superseded values are not recommended for survey control.
 BL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0034.See file dsdata.txt to determine how the superseded data were derived.
 BL0034
 BL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ610036(NAD 83)
 BL0034_MARKER: DB = BENCH MARK DISK
 BL0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0034_STAMPING: L 507 1949
 BL0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0034+STABILITY: SURFACE MOTION
 BL0034
 BL0034  HISTORY     - Date     Condition        Report By
 BL0034  HISTORY     - 1949     MONUMENTED       CGS
 BL0034
 BL0034                          STATION DESCRIPTION
 BL0034
 BL0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BL0034'2.3 MI SW FROM WOODVILLE.
 BL0034'1.0 MILE WEST ALONG U. S. HIGHWAY NO. 190 FROM THE COURT HOUSE AT
 BL0034'WOODVILLE, THENCE 1.3 MILES SOUTHWEST ALONG OLD STATE HIGHWAY NO. 45.
 BL0034'ABOUT 0.8 MILE SOUTH OF THE OLD HIGHWAY, AT THE WOODVILLE AIRPORT
 BL0034'WHICH IS LOCATED ON THE PROPERTY OF ALLEN RILEY, 0.3 MILE SOUTHWEST OF
 BL0034'THE HANGAR, ALONG THE SOUTHWEST EDGE OF THE NORTHWEST-SOUTHEAST
 BL0034'RUNWAY, 78.0 FEET SOUTHWEST OF THE APPROXIMATE CENTER LINE OF THE
 BL0034'NORTHWEST-SOUTHEAST RUNWAY, 37.0 FEET SOUTHEAST OF THE APPROXIMATE
 BL0034'PROJECTED CENTER LINE OF THE NORTHEAST-SOUTHWEST RUNWAY, 4.6 FEET
 BL0034'NORTHWEST OF THE POLE SUPPORTING THE WINDSOCK, 2.2 FEET NORTHEAST OF A
 BL0034'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 BL0034'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0336 ***********************************************************************
 BY0336  DESIGNATION -  L 508
 BY0336  PID         -  BY0336
 BY0336  STATE/COUNTY-  TX/SAN AUGUSTINE
 BY0336  USGS QUAD   -  BROADDUS (1984)
 BY0336
 BY0336                         *CURRENT SURVEY CONTROL
 BY0336  ___________________________________________________________________
 BY0336* NAD 83(1986)-  31 22 30.     (N)    094 17 33.     (W)     SCALED    
 BY0336* NAVD 88     -        78.04   (+/-2cm)     256.0    (feet)  VERTCON   
 BY0336  ___________________________________________________________________
 BY0336  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BY0336
 BY0336  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0336
 BY0336.The horizontal coordinates were scaled from a topographic map and have
 BY0336.an estimated accuracy of +/- 6 seconds.
 BY0336
 BY0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0336.The vertical order pertains to the NGVD 29 superseded value.
 BY0336
 BY0336.The geoid height was determined by GEOID03.
 BY0336
 BY0336;                    North         East    Units  Estimated Accuracy
 BY0336;SPC TX C     - 3,204,980.    1,274,320.      MT  (+/- 180 meters Scaled)
 BY0336
 BY0336                          SUPERSEDED SURVEY CONTROL
 BY0336
 BY0336  NGVD 29 (??/??/92)   78.077  (m)          256.16   (f) ADJ UNCH    2 0
 BY0336
 BY0336.Superseded values are not recommended for survey control.
 BY0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0336.See file dsdata.txt to determine how the superseded data were derived.
 BY0336
 BY0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ770718(NAD 83)
 BY0336_MARKER: DB = BENCH MARK DISK
 BY0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0336_STAMPING: L 508 1949
 BY0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0336+STABILITY: SURFACE MOTION
 BY0336
 BY0336  HISTORY     - Date     Condition        Report By
 BY0336  HISTORY     - 1949     MONUMENTED       CGS
 BY0336
 BY0336                          STATION DESCRIPTION
 BY0336
 BY0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0336'5.60 MI N FROM BROADDUS.
 BY0336'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 147 FROM THE POST OFFICE AT
 BY0336'BROADDUS, THENCE 5.15 MILES NORTH ALONG A GRADED DIRT ROAD, AT THE
 BY0336'FARM HOME OF E.D. HUNT, 94.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BY0336'69.5 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 17.0 FEET
 BY0336'SOUTHWEST OF A 20-INCH OAK TREE, 5.3 FEET NORTH OF A FENCE CORNER
 BY0336'POST, 0.8 FOOT EAST OF THE FENCE, 1.4 FEET SOUTH OF A REFERENCE POST,
 BY0336'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 BY0336'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0515 ***********************************************************************
 BY0515  DESIGNATION -  L 509
 BY0515  PID         -  BY0515
 BY0515  STATE/COUNTY-  TX/NACOGDOCHES
 BY0515  USGS QUAD   -  BROADDUS (1984)
 BY0515
 BY0515                         *CURRENT SURVEY CONTROL
 BY0515  ___________________________________________________________________
 BY0515* NAD 83(1986)-  31 18 55.     (N)    094 22 27.     (W)     SCALED    
 BY0515* NAVD 88     -        51.66   (+/-2cm)     169.5    (feet)  VERTCON   
 BY0515  ___________________________________________________________________
 BY0515  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BY0515
 BY0515  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0515
 BY0515.The horizontal coordinates were scaled from a topographic map and have
 BY0515.an estimated accuracy of +/- 6 seconds.
 BY0515
 BY0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0515.The vertical order pertains to the NGVD 29 superseded value.
 BY0515
 BY0515.The geoid height was determined by GEOID03.
 BY0515
 BY0515;                    North         East    Units  Estimated Accuracy
 BY0515;SPC TX C     - 3,197,950.    1,266,920.      MT  (+/- 180 meters Scaled)
 BY0515
 BY0515                          SUPERSEDED SURVEY CONTROL
 BY0515
 BY0515  NGVD 29 (??/??/92)   51.700  (m)          169.62   (f) ADJ UNCH    2 0
 BY0515
 BY0515.Superseded values are not recommended for survey control.
 BY0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0515.See file dsdata.txt to determine how the superseded data were derived.
 BY0515
 BY0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ692653(NAD 83)
 BY0515_MARKER: DB = BENCH MARK DISK
 BY0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0515_STAMPING: L 509 1949
 BY0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0515+STABILITY: SURFACE MOTION
 BY0515
 BY0515  HISTORY     - Date     Condition        Report By
 BY0515  HISTORY     - 1949     MONUMENTED       CGS
 BY0515
 BY0515                          STATION DESCRIPTION
 BY0515
 BY0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0515'6.55 MI SE FROM ETOILE.
 BY0515'6.55 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 BY0515'ETOILE, AT A JUNCTION WITH A DIRT ROAD LEADING SOUTHWEST, 56 FEET
 BY0515'NORTH OF THE CENTER LINE OF THE ROAD, 101 FEET EAST OF THE EXTENDED
 BY0515'CENTER LINE OF THE ROAD LEADING SOUTHWEST, 25 FEET NORTHEAST OF A
 BY0515'FENCE, 1.2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 BY0515'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0185 ***********************************************************************
 AM0185  DESIGNATION -  L 51
 AM0185  PID         -  AM0185
 AM0185  STATE/COUNTY-  TX/MATAGORDA
 AM0185  USGS QUAD   -  BAY CITY (1972)
 AM0185
 AM0185                         *CURRENT SURVEY CONTROL
 AM0185  ___________________________________________________________________
 AM0185* NAD 83(1986)-  28 59 00.     (N)    095 58 13.     (W)     SCALED    
 AM0185* NAVD 88     -        16.95   (+/-2cm)      55.6    (feet)  VERTCON   
 AM0185  ___________________________________________________________________
 AM0185  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AM0185  OBS GRAVITY -     979,236.2   (mgal)                       GRAV_OBS
 AM0185
 AM0185  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0185
 AM0185.The horizontal coordinates were scaled from a topographic map and have
 AM0185.an estimated accuracy of +/- 6 seconds.
 AM0185
 AM0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0185.The vertical order pertains to the NGVD 29 superseded value.
 AM0185
 AM0185.The geoid height was determined by GEOID03.
 AM0185.The observed gravity was obtained from relative gravimeter ties
 AM0185.to the IGSN71 gravity network.
 AM0185
 AM0185;                    North         East    Units  Estimated Accuracy
 AM0185;SPC TXSC     - 4,131,280.      895,190.      MT  (+/- 180 meters Scaled)
 AM0185
 AM0185                          SUPERSEDED SURVEY CONTROL
 AM0185
 AM0185  NGVD 29 (??/??/92)   16.974  (m)           55.69   (f) ADJ UNCH    1 1
 AM0185
 AM0185.Superseded values are not recommended for survey control.
 AM0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0185.See file dsdata.txt to determine how the superseded data were derived.
 AM0185
 AM0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN105097(NAD 83)
 AM0185_MARKER: DB = BENCH MARK DISK
 AM0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AM0185_SP_SET: BUILDING
 AM0185_STAMPING: L 51 1918 ELEV. 56.532 FT.
 AM0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM0185+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AM0185
 AM0185  HISTORY     - Date     Condition        Report By
 AM0185  HISTORY     - 1918     MONUMENTED       CGS
 AM0185  HISTORY     - 1972     GOOD             NGS
 AM0185  HISTORY     - 19910630 GOOD             USPSQD
 AM0185  HISTORY     - 19961116 GOOD             USPSQD
 AM0185  HISTORY     - 20041118 GOOD             USPSQD
 AM0185  HISTORY     - 20060312 GOOD             USPSQD
 AM0185
 AM0185                          STATION DESCRIPTION
 AM0185
 AM0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0185'IN BAY CITY.
 AM0185'AT BAY CITY, AT THE NORTHWEST CORNER OF THE INTERSECTION OF AVENUE F
 AM0185'(STATE HIGHWAY 60) AND SEVENTH STREET (STATE HIGHWAY 35), SET
 AM0185'VERTICALLY IN THE SOUTH FACE OF A BRICK WALL OF A LARGE BRICK BUILDING
 AM0185'(FORMER BAY CITY BANK BUILDING), 11.0 FEET WEST OF THE SOUTHEAST
 AM0185'CORNER OF THE BUILDING, 3.0 FEET WEST OF THE WEST EDGE OF A DOOR, 14.4
 AM0185'FEET NORTH OF THE NORTH CURB OF THE STREET, 24.3 FEET WEST OF THE WEST
 AM0185'CURB OF THE AVENUE, AND ABOUT 3 1/2 FEET HIGHER THAN THE SIDEWALK.
 AM0185
 AM0185                          STATION RECOVERY (1991)
 AM0185
 AM0185'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AM0185'RECOVERED IN GOOD CONDITION.
 AM0185
 AM0185                          STATION RECOVERY (1996)
 AM0185
 AM0185'RECOVERY NOTE BY US POWER SQUADRON 1996
 AM0185'RECOVERED IN GOOD CONDITION.
 AM0185
 AM0185                          STATION RECOVERY (2004)
 AM0185
 AM0185'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AM0185'RECOVERED IN GOOD CONDITION.
 AM0185
 AM0185                          STATION RECOVERY (2006)
 AM0185
 AM0185'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AM0185'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0455 ***********************************************************************
 AY0455  DESIGNATION -  L 510
 AY0455  PID         -  AY0455
 AY0455  STATE/COUNTY-  TX/BEXAR
 AY0455  USGS QUAD   -  LOSOYA (1984)
 AY0455
 AY0455                         *CURRENT SURVEY CONTROL
 AY0455  ___________________________________________________________________
 AY0455* NAD 83(1986)-  29 14 50.     (N)    098 27 05.     (W)     SCALED    
 AY0455* NAVD 88     -       159.297  (meters)     522.63   (feet)  ADJUSTED  
 AY0455  ___________________________________________________________________
 AY0455  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AY0455  DYNAMIC HT  -         159.067 (meters)     521.87  (feet)  COMP
 AY0455  MODELED GRAV-     979,194.2   (mgal)                       NAVD 88
 AY0455
 AY0455  VERT ORDER  -  FIRST     CLASS II
 AY0455
 AY0455.The horizontal coordinates were scaled from a topographic map and have
 AY0455.an estimated accuracy of +/- 6 seconds.
 AY0455
 AY0455.The orthometric height was determined by differential leveling
 AY0455.and adjusted by the National Geodetic Survey in June 1991..
 AY0455
 AY0455.The geoid height was determined by GEOID03.
 AY0455
 AY0455.The dynamic height is computed by dividing the NAVD 88
 AY0455.geopotential number by the normal gravity value computed on the
 AY0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0455.degrees latitude (g = 980.6199 gals.).
 AY0455
 AY0455.The modeled gravity was interpolated from observed gravity values.
 AY0455
 AY0455;                    North         East    Units  Estimated Accuracy
 AY0455;SPC TXSC     - 4,156,820.      653,320.      MT  (+/- 180 meters Scaled)
 AY0455
 AY0455                          SUPERSEDED SURVEY CONTROL
 AY0455
 AY0455  NGVD 29 (??/??/92)  159.21   (m)          522.3    (f) COMPUTED    1 2
 AY0455
 AY0455.Superseded values are not recommended for survey control.
 AY0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0455.See file dsdata.txt to determine how the superseded data were derived.
 AY0455
 AY0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT533355(NAD 83)
 AY0455_MARKER: DB = BENCH MARK DISK
 AY0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0455_STAMPING: L 510 1953
 AY0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0455+STABILITY: SURFACE MOTION
 AY0455
 AY0455  HISTORY     - Date     Condition        Report By
 AY0455  HISTORY     - 1953     MONUMENTED       CGS
 AY0455  HISTORY     - 1957     POOR             DOD
 AY0455  HISTORY     - 19991001 MARK NOT FOUND   USPSQD
 AY0455
 AY0455                          STATION DESCRIPTION
 AY0455
 AY0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0455'1.1 MI NW FROM LOSOYA.
 AY0455'1.1 MILES NORTHWEST ALONG SOUTH FLORES ROAD FROM ITS INTERSECTION WITH
 AY0455'MARTINEZ LOSOYA ROAD AT LOSOYA, 143 FEET SOUTH OF THE SOUTHWEST CORNER
 AY0455'OF A HOUSE, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 AY0455'NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 AY0455'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 AY0455
 AY0455                          STATION RECOVERY (1957)
 AY0455
 AY0455'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0455'MARK RECOVERED IN POOR CONDITION.
 AY0455
 AY0455                          STATION RECOVERY (1999)
 AY0455
 AY0455'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0080 ***********************************************************************
 GL0080  DESIGNATION -  L 513
 GL0080  PID         -  GL0080
 GL0080  STATE/COUNTY-  TX/MOORE
 GL0080  USGS QUAD   -  CACTUS WEST (1965)
 GL0080
 GL0080                         *CURRENT SURVEY CONTROL
 GL0080  ___________________________________________________________________
 GL0080* NAD 83(1986)-  36 01 31.     (N)    102 04 24.     (W)     SCALED    
 GL0080* NAVD 88     -      1122.406  (meters)    3682.43   (feet)  ADJUSTED  
 GL0080  ___________________________________________________________________
 GL0080  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 GL0080  DYNAMIC HT  -        1121.120 (meters)    3678.21  (feet)  COMP
 GL0080  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 GL0080
 GL0080  VERT ORDER  -  SECOND    CLASS 0
 GL0080
 GL0080.The horizontal coordinates were scaled from a topographic map and have
 GL0080.an estimated accuracy of +/- 6 seconds.
 GL0080
 GL0080.The orthometric height was determined by differential leveling
 GL0080.and adjusted by the National Geodetic Survey in June 1991..
 GL0080
 GL0080.The geoid height was determined by GEOID03.
 GL0080
 GL0080.The dynamic height is computed by dividing the NAVD 88
 GL0080.geopotential number by the normal gravity value computed on the
 GL0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0080.degrees latitude (g = 980.6199 gals.).
 GL0080
 GL0080.The modeled gravity was interpolated from observed gravity values.
 GL0080
 GL0080;                    North         East    Units  Estimated Accuracy
 GL0080;SPC TX N     - 1,224,830.      148,330.      MT  (+/- 180 meters Scaled)
 GL0080
 GL0080                          SUPERSEDED SURVEY CONTROL
 GL0080
 GL0080  NGVD 29 (??/??/92) 1121.87   (m)         3680.7    (f) COMPUTED    2 0
 GL0080
 GL0080.Superseded values are not recommended for survey control.
 GL0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0080.See file dsdata.txt to determine how the superseded data were derived.
 GL0080
 GL0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV637907(NAD 83)
 GL0080_MARKER: DB = BENCH MARK DISK
 GL0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0080_STAMPING: L 513 1935
 GL0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0080+STABILITY: SURFACE MOTION
 GL0080
 GL0080  HISTORY     - Date     Condition        Report By
 GL0080  HISTORY     - 1935     MONUMENTED       CGS
 GL0080  HISTORY     - 1943     GOOD             NGS
 GL0080  HISTORY     - 1945     MARK NOT FOUND   LOCENG
 GL0080
 GL0080                          STATION DESCRIPTION
 GL0080
 GL0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 GL0080'4.3 MI W FROM ETTER.
 GL0080'4.3 MILES WEST ALONG THE ROCK ISLAND RAILROAD FROM THE STATION AT
 GL0080'ETTER.  SET BY MILE POST NUMBER 33.30.  ABOUT 0.1 MILE EAST OF BRIDGE
 GL0080'NUMBER 339, 90.8 FEET NORTH OF THE MILE POST, 47.8 FEET NORTH OF THE
 GL0080'NORTH RAIL OF THE TRACK, 38.6 FEET SOUTH OF THE CENTER-LINE OF THE
 GL0080'GRADED ROAD, 1.0 FOOT SOUTH OF THE REFERENCE POST.  NOTE-- PROBABLY
 GL0080'COVERED BY DRIFTING SAND.
 GL0080
 GL0080                          STATION RECOVERY (1945)
 GL0080
 GL0080'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 GL0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0146 ***********************************************************************
 GK0146  DESIGNATION -  L 515
 GK0146  PID         -  GK0146
 GK0146  STATE/COUNTY-  TX/OCHILTREE
 GK0146  USGS QUAD   -  SOURDOUGH CREEK NW (1973)
 GK0146
 GK0146                         *CURRENT SURVEY CONTROL
 GK0146  ___________________________________________________________________
 GK0146* NAD 83(1986)-  36 11 17.     (N)    100 56 42.     (W)     SCALED    
 GK0146* NAVD 88     -       915.017  (meters)    3002.02   (feet)  ADJUSTED  
 GK0146  ___________________________________________________________________
 GK0146  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 GK0146  DYNAMIC HT  -         914.037 (meters)    2998.80  (feet)  COMP
 GK0146  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 GK0146
 GK0146  VERT ORDER  -  SECOND    CLASS 0
 GK0146
 GK0146.The horizontal coordinates were scaled from a topographic map and have
 GK0146.an estimated accuracy of +/- 6 seconds.
 GK0146
 GK0146.The orthometric height was determined by differential leveling
 GK0146.and adjusted by the National Geodetic Survey in June 1991..
 GK0146
 GK0146.The geoid height was determined by GEOID03.
 GK0146
 GK0146.The dynamic height is computed by dividing the NAVD 88
 GK0146.geopotential number by the normal gravity value computed on the
 GK0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0146.degrees latitude (g = 980.6199 gals.).
 GK0146
 GK0146.The modeled gravity was interpolated from observed gravity values.
 GK0146
 GK0146;                    North         East    Units  Estimated Accuracy
 GK0146;SPC TX N     - 1,242,890.      249,920.      MT  (+/- 180 meters Scaled)
 GK0146
 GK0146                          SUPERSEDED SURVEY CONTROL
 GK0146
 GK0146  NGVD 29 (??/??/92)  914.618  (m)         3000.71   (f) ADJ UNCH    2 0
 GK0146
 GK0146.Superseded values are not recommended for survey control.
 GK0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0146.See file dsdata.txt to determine how the superseded data were derived.
 GK0146
 GK0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF251065(NAD 83)
 GK0146_MARKER: DB = BENCH MARK DISK
 GK0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0146_STAMPING: L 515 1935
 GK0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0146+STABILITY: SURFACE MOTION
 GK0146
 GK0146  HISTORY     - Date     Condition        Report By
 GK0146  HISTORY     - 1935     MONUMENTED       CGS
 GK0146  HISTORY     - 1973     GOOD             USGS
 GK0146
 GK0146                          STATION DESCRIPTION
 GK0146
 GK0146'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GK0146'14.0 MI E FROM SPEARMAN.
 GK0146'JCT. STATE HWY 70 AND FARM RD. 759, 7.0 MI. WEST OF ALONG FARM ROAD
 GK0146'759, 1.0 MI. NORTH OF THE PHILLIPS PIPELINE BOOSTER STATION, ON THE
 GK0146'EQUITY GRAIN CO. PROPERTY, 78 FT. EAST AND 50 FT. SOUTH OF A COUNTY
 GK0146'ROAD LEADING SOUTH, PROJECTING 0.6 FT., A STANDARD DISK STAMPED L 515
 GK0146'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1487 ***********************************************************************
 FL1487  DESIGNATION -  L 516
 FL1487  PID         -  FL1487
 FL1487  STATE/COUNTY-  TX/MOORE
 FL1487  USGS QUAD   -  DUMAS NORTH (1965)
 FL1487
 FL1487                         *CURRENT SURVEY CONTROL
 FL1487  ___________________________________________________________________
 FL1487* NAD 83(1986)-  35 53 05.     (N)    101 58 50.     (W)     SCALED    
 FL1487* NAVD 88     -      1116.409  (meters)    3662.75   (feet)  ADJUSTED  
 FL1487  ___________________________________________________________________
 FL1487  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 FL1487  DYNAMIC HT  -        1115.117 (meters)    3658.51  (feet)  COMP
 FL1487  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 FL1487
 FL1487  VERT ORDER  -  SECOND    CLASS 0
 FL1487
 FL1487.The horizontal coordinates were scaled from a topographic map and have
 FL1487.an estimated accuracy of +/- 6 seconds.
 FL1487
 FL1487.The orthometric height was determined by differential leveling
 FL1487.and adjusted by the National Geodetic Survey in June 1991..
 FL1487
 FL1487.The geoid height was determined by GEOID03.
 FL1487
 FL1487.The dynamic height is computed by dividing the NAVD 88
 FL1487.geopotential number by the normal gravity value computed on the
 FL1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1487.degrees latitude (g = 980.6199 gals.).
 FL1487
 FL1487.The modeled gravity was interpolated from observed gravity values.
 FL1487
 FL1487;                    North         East    Units  Estimated Accuracy
 FL1487;SPC TX N     - 1,209,190.      156,610.      MT  (+/- 180 meters Scaled)
 FL1487
 FL1487                          SUPERSEDED SURVEY CONTROL
 FL1487
 FL1487  NGVD 29 (??/??/92) 1115.865  (m)         3660.97   (f) ADJ UNCH    2 0
 FL1487
 FL1487.Superseded values are not recommended for survey control.
 FL1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1487.See file dsdata.txt to determine how the superseded data were derived.
 FL1487
 FL1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE309752(NAD 83)
 FL1487_MARKER: DB = BENCH MARK DISK
 FL1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1487_STAMPING: L 516 1935
 FL1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1487+STABILITY: SURFACE MOTION
 FL1487
 FL1487  HISTORY     - Date     Condition        Report By
 FL1487  HISTORY     - 1935     MONUMENTED       CGS
 FL1487  HISTORY     - 1962     MARK NOT FOUND   USGS
 FL1487
 FL1487                          STATION DESCRIPTION
 FL1487
 FL1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1487'1.9 MI N FROM DUMAS.
 FL1487'1.9 MILES NORTH OF SANTA FE DEPOT BY RAIL.  6 POLES SOUTH OF PRIVATE
 FL1487'ROAD CROSSING, 121.6 FEET EAST OF MILE POST 54, 57.8 FEET EAST OF EAST
 FL1487'RAIL OF MAIN TRACK, AND 2.2 FEET WEST OF NORTH AND SOUTH RIGHT OF WAY
 FL1487'FENCE.
 FL1487
 FL1487                          STATION RECOVERY (1962)
 FL1487
 FL1487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FL1487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0486 ***********************************************************************
 GK0486  DESIGNATION -  L 517
 GK0486  PID         -  GK0486
 GK0486  STATE/COUNTY-  TX/SHERMAN
 GK0486  USGS QUAD   -  STEVENS SE (1974)
 GK0486
 GK0486                         *CURRENT SURVEY CONTROL
 GK0486  ___________________________________________________________________
 GK0486* NAD 83(1986)-  36 18 26.     (N)    101 49 24.     (W)     SCALED    
 GK0486* NAVD 88     -      1068.111  (meters)    3504.29   (feet)  ADJUSTED  
 GK0486  ___________________________________________________________________
 GK0486  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 GK0486  DYNAMIC HT  -        1066.938 (meters)    3500.45  (feet)  COMP
 GK0486  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 GK0486
 GK0486  VERT ORDER  -  SECOND    CLASS 0
 GK0486
 GK0486.The horizontal coordinates were scaled from a topographic map and have
 GK0486.an estimated accuracy of +/- 6 seconds.
 GK0486
 GK0486.The orthometric height was determined by differential leveling
 GK0486.and adjusted by the National Geodetic Survey in June 1991..
 GK0486
 GK0486.The geoid height was determined by GEOID03.
 GK0486
 GK0486.The dynamic height is computed by dividing the NAVD 88
 GK0486.geopotential number by the normal gravity value computed on the
 GK0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0486.degrees latitude (g = 980.6199 gals.).
 GK0486
 GK0486.The modeled gravity was interpolated from observed gravity values.
 GK0486
 GK0486;                    North         East    Units  Estimated Accuracy
 GK0486;SPC TX N     - 1,256,020.      170,960.      MT  (+/- 180 meters Scaled)
 GK0486
 GK0486                          SUPERSEDED SURVEY CONTROL
 GK0486
 GK0486  NGVD 29 (??/??/92) 1067.651  (m)         3502.78   (f) ADJ UNCH    2 0
 GK0486
 GK0486.Superseded values are not recommended for survey control.
 GK0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0486.See file dsdata.txt to determine how the superseded data were derived.
 GK0486
 GK0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF464217(NAD 83)
 GK0486_MARKER: DB = BENCH MARK DISK
 GK0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0486_STAMPING: L 517 1935
 GK0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0486+STABILITY: SURFACE MOTION
 GK0486
 GK0486  HISTORY     - Date     Condition        Report By
 GK0486  HISTORY     - 1935     MONUMENTED       CGS
 GK0486  HISTORY     - 1952     GOOD             NGS
 GK0486  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0486
 GK0486                          STATION DESCRIPTION
 GK0486
 GK0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 GK0486'15.6 MI E FROM STRATFORD.
 GK0486'14.1 MILES EAST ALONG FARM ROAD 289 FROM THE CHICAGO, ROCK ISLAND AND
 GK0486'PACIFIC RAILROAD STATION AT STRATFORD, THENCE 1.5 MILES SOUTH ALONG A
 GK0486'GRADED DIRT ROAD, 226 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GK0486'WHITE FARMHOUSE, 153 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 GK0486'DRIVEWAY LEADING EAST, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, 16
 GK0486'FEET NORTHWEST OF A FENCE CORNER, 8 FEET WEST OF A FENCE 1.4 FEET WEST
 GK0486'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GK0486'0.3 FOOT ABOVE THE GROUND.
 GK0486
 GK0486                          STATION RECOVERY (1973)
 GK0486
 GK0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0348 ***********************************************************************
 GK0348  DESIGNATION -  L 518
 GK0348  PID         -  GK0348
 GK0348  STATE/COUNTY-  TX/HUTCHINSON
 GK0348  USGS QUAD   -  HOLT (1974)
 GK0348
 GK0348                         *CURRENT SURVEY CONTROL
 GK0348  ___________________________________________________________________
 GK0348* NAD 83(1986)-  36 02 18.     (N)    101 14 38.     (W)     SCALED    
 GK0348* NAVD 88     -       974.336  (meters)    3196.63   (feet)  ADJUSTED  
 GK0348  ___________________________________________________________________
 GK0348  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 GK0348  DYNAMIC HT  -         973.263 (meters)    3193.11  (feet)  COMP
 GK0348  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 GK0348
 GK0348  VERT ORDER  -  SECOND    CLASS 0
 GK0348
 GK0348.The horizontal coordinates were scaled from a topographic map and have
 GK0348.an estimated accuracy of +/- 6 seconds.
 GK0348
 GK0348.The orthometric height was determined by differential leveling
 GK0348.and adjusted by the National Geodetic Survey in June 1991..
 GK0348
 GK0348.The geoid height was determined by GEOID03.
 GK0348
 GK0348.The dynamic height is computed by dividing the NAVD 88
 GK0348.geopotential number by the normal gravity value computed on the
 GK0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0348.degrees latitude (g = 980.6199 gals.).
 GK0348
 GK0348.The modeled gravity was interpolated from observed gravity values.
 GK0348
 GK0348;                    North         East    Units  Estimated Accuracy
 GK0348;SPC TX N     - 1,226,160.      223,080.      MT  (+/- 180 meters Scaled)
 GK0348
 GK0348                          SUPERSEDED SURVEY CONTROL
 GK0348
 GK0348  NGVD 29 (??/??/92)  973.883  (m)         3195.15   (f) ADJ UNCH    2 0
 GK0348
 GK0348.Superseded values are not recommended for survey control.
 GK0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0348.See file dsdata.txt to determine how the superseded data were derived.
 GK0348
 GK0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE978905(NAD 83)
 GK0348_MARKER: DB = BENCH MARK DISK
 GK0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0348_STAMPING: L 518 1935
 GK0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0348+STABILITY: SURFACE MOTION
 GK0348
 GK0348  HISTORY     - Date     Condition        Report By
 GK0348  HISTORY     - 1935     MONUMENTED       CGS
 GK0348  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0348
 GK0348                          STATION DESCRIPTION
 GK0348
 GK0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0348'14.7 MI S FROM SPEARMAN.
 GK0348'IN HUTCHINSON COUNTY, 14.7 MILES SOUTH OF SPEARMAN, HANSFORD COUNTY.
 GK0348'THIS BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BE GOING 5
 GK0348'BLOCKS WEST ALONG STATE HIGHWAY 282, THENCE 11.6 MILES SOUTH AND 2.7
 GK0348'MILES WEST ALONG GRADED ROADS.  IT IS 4.3 MILES EAST OF THE FOUR WAY
 GK0348'STORE ON STATE HIGHWAY 117, 0.5 MILE EAST OF A SHORT JOG IN THE ROAD,
 GK0348'0.2 MILE WEST OF A LARGE WHITE RANCH HOUSE, 38 FEET NORTH OF THE
 GK0348'CENTERLINE OF THE ROAD, AND 4.3 FEET NORTHWEST OF A CORNER FENCEPOST.
 GK0348'A STANDARD DISK, STAMPED L 518 1935 AND SET IN THE TOP OF A CONCRETE
 GK0348'POST.
 GK0348
 GK0348                          STATION RECOVERY (1973)
 GK0348
 GK0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0396 ***********************************************************************
 GK0396  DESIGNATION -  L 519
 GK0396  PID         -  GK0396
 GK0396  STATE/COUNTY-  TX/HANSFORD
 GK0396  USGS QUAD   -  MORSE SE (1974)
 GK0396
 GK0396                         *CURRENT SURVEY CONTROL
 GK0396  ___________________________________________________________________
 GK0396* NAD 83(1986)-  36 06 10.     (N)    101 15 49.     (W)     SCALED    
 GK0396* NAVD 88     -       963.816  (meters)    3162.12   (feet)  ADJUSTED  
 GK0396  ___________________________________________________________________
 GK0396  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 GK0396  DYNAMIC HT  -         962.761 (meters)    3158.66  (feet)  COMP
 GK0396  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 GK0396
 GK0396  VERT ORDER  -  SECOND    CLASS 0
 GK0396
 GK0396.The horizontal coordinates were scaled from a topographic map and have
 GK0396.an estimated accuracy of +/- 6 seconds.
 GK0396
 GK0396.The orthometric height was determined by differential leveling
 GK0396.and adjusted by the National Geodetic Survey in June 1991..
 GK0396
 GK0396.The geoid height was determined by GEOID03.
 GK0396
 GK0396.The dynamic height is computed by dividing the NAVD 88
 GK0396.geopotential number by the normal gravity value computed on the
 GK0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0396.degrees latitude (g = 980.6199 gals.).
 GK0396
 GK0396.The modeled gravity was interpolated from observed gravity values.
 GK0396
 GK0396;                    North         East    Units  Estimated Accuracy
 GK0396;SPC TX N     - 1,233,310.      221,290.      MT  (+/- 180 meters Scaled)
 GK0396
 GK0396                          SUPERSEDED SURVEY CONTROL
 GK0396
 GK0396  NGVD 29 (??/??/92)  963.369  (m)         3160.65   (f) ADJ UNCH    2 0
 GK0396
 GK0396.Superseded values are not recommended for survey control.
 GK0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0396.See file dsdata.txt to determine how the superseded data were derived.
 GK0396
 GK0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE962977(NAD 83)
 GK0396_MARKER: DB = BENCH MARK DISK
 GK0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0396_STAMPING: L 519 1935
 GK0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0396+STABILITY: SURFACE MOTION
 GK0396
 GK0396  HISTORY     - Date     Condition        Report By
 GK0396  HISTORY     - 1935     MONUMENTED       CGS
 GK0396  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0396
 GK0396                          STATION DESCRIPTION
 GK0396
 GK0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0396'7.6 MI SW FROM SPEARMAN.
 GK0396'7.6 MILES SOUTHWEST ALONG STATE HIGHWAY 117 FROM THE COUNTY COURTHOUSE
 GK0396'AT SPEARMAN, 0.2 MILE WEST OF A NORTH-AND-SOUTH FENCE, AT A WIDE CURVE
 GK0396'TO THE NORTH, AND 75 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A
 GK0396'STANDARD DISK, STAMPED L 519 1935 AND SET IN THE TOP OF A CONCRETE
 GK0396'POST.
 GK0396
 GK0396                          STATION RECOVERY (1973)
 GK0396
 GK0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4122 ***********************************************************************
 AW4122  DESIGNATION -  L 52 RESET 1943
 AW4122  PID         -  AW4122
 AW4122  STATE/COUNTY-  TX/BRAZORIA
 AW4122  USGS QUAD   -  BRAZORIA (1952)
 AW4122
 AW4122                         *CURRENT SURVEY CONTROL
 AW4122  ___________________________________________________________________
 AW4122* NAD 83(1986)-  29 05 58.     (N)    095 30 29.     (W)     SCALED    
 AW4122* NAVD 88     -         6.73   (+/-2cm)      22.1    (feet)  VERTCON   
 AW4122  ___________________________________________________________________
 AW4122  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AW4122
 AW4122  VERT ORDER  -  THIRD (See Below)
 AW4122
 AW4122.The horizontal coordinates were scaled from a topographic map and have
 AW4122.an estimated accuracy of +/- 6 seconds.
 AW4122
 AW4122.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4122.The vertical order pertains to the NGVD 29 superseded value.
 AW4122
 AW4122.The geoid height was determined by GEOID03.
 AW4122
 AW4122;                    North         East    Units  Estimated Accuracy
 AW4122;SPC TXSC     - 4,145,390.      939,830.      MT  (+/- 180 meters Scaled)
 AW4122
 AW4122                          SUPERSEDED SURVEY CONTROL
 AW4122
 AW4122  NGVD 29 (??/??/??)    6.74   (m)           22.1    (f) RESET       3  
 AW4122
 AW4122.Superseded values are not recommended for survey control.
 AW4122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4122.See file dsdata.txt to determine how the superseded data were derived.
 AW4122
 AW4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN559216(NAD 83)
 AW4122_MARKER: DB = BENCH MARK DISK
 AW4122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4122_STAMPING: L 52 RESET 1943
 AW4122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4122+STABILITY: SURFACE MOTION
 AW4122
 AW4122  HISTORY     - Date     Condition        Report By
 AW4122  HISTORY     - 1943     MONUMENTED       CGS
 AW4122  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW4122
 AW4122                          STATION DESCRIPTION
 AW4122
 AW4122'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4122'2.5 MI SW FROM EDMONDS.
 AW4122'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO (MISSOURI PACIFIC)
 AW4122'RAILROAD STATION AT EDMONDS.  PROCEED SOUTHWESTERLY ALONG RAILROAD 2.5
 AW4122'MILES TO A WAGON-ROAD CROSSING AT MILE POST NO. 314 AND SITE OF BENCH
 AW4122'MARK.  BENCH MARK IS 330.0 FEET NORTHEAST OF MILE POST NO. 314, 92.0
 AW4122'FEET SOUTHEAST OF AND ABOUT 8.0 FEET BELOW THE CENTERLINE OF THE
 AW4122'RAILROAD TRACK, 17.0 FEET SOUTH OF THE CENTER OF AN IRON GATE IN
 AW4122'RIGHT-OF-WAY FENCE AND 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN MARKER
 AW4122'POST.  MONUMENT PROJECTS ABOUT 0.4 FOOT.  STAMPED L 52 RESET 1943 AND
 AW4122'SET IN THE TOP OF A CONCRETE POST.
 AW4122
 AW4122                          STATION RECOVERY (1972)
 AW4122
 AW4122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW4122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1201 ***********************************************************************
 AY1201  DESIGNATION -  L 520
 AY1201  PID         -  AY1201
 AY1201  STATE/COUNTY-  TX/MEDINA
 AY1201  USGS QUAD   -  TWIN HOLLOW (1969)
 AY1201
 AY1201                         *CURRENT SURVEY CONTROL
 AY1201  ___________________________________________________________________
 AY1201* NAD 83(1986)-  29 31 14.     (N)    099 13 05.     (W)     SCALED    
 AY1201* NAVD 88     -       339.438  (meters)    1113.64   (feet)  POSTED    
 AY1201  ___________________________________________________________________
 AY1201  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 AY1201  DYNAMIC HT  -         338.940 (meters)    1112.01  (feet)  COMP
 AY1201  MODELED GRAV-     979,162.2   (mgal)                       NAVD 88
 AY1201
 AY1201  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY1201
 AY1201.The horizontal coordinates were scaled from a topographic map and have
 AY1201.an estimated accuracy of +/- 6 seconds.
 AY1201
 AY1201.The orthometric height was determined by differential leveling
 AY1201.and adjusted by the National Geodetic Survey in 1992..
 AY1201.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY1201.rate of 0.0 thru 1.0 mm/km.
 AY1201
 AY1201.The geoid height was determined by GEOID03.
 AY1201
 AY1201.The dynamic height is computed by dividing the NAVD 88
 AY1201.geopotential number by the normal gravity value computed on the
 AY1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1201.degrees latitude (g = 980.6199 gals.).
 AY1201
 AY1201.The modeled gravity was interpolated from observed gravity values.
 AY1201
 AY1201;                    North         East    Units  Estimated Accuracy
 AY1201;SPC TXSC     - 4,187,010.      578,860.      MT  (+/- 180 meters Scaled)
 AY1201
 AY1201                          SUPERSEDED SURVEY CONTROL
 AY1201
 AY1201  NGVD 29 (??/??/92)  339.299  (m)         1113.18   (f) ADJ UNCH    2 0
 AY1201
 AY1201.Superseded values are not recommended for survey control.
 AY1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1201.See file dsdata.txt to determine how the superseded data were derived.
 AY1201
 AY1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT788656(NAD 83)
 AY1201_MARKER: DB = BENCH MARK DISK
 AY1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1201_STAMPING: L 520 1953
 AY1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1201+STABILITY: SURFACE MOTION
 AY1201
 AY1201  HISTORY     - Date     Condition        Report By
 AY1201  HISTORY     - 1953     MONUMENTED       CGS
 AY1201  HISTORY     - 1969     POOR             USGS
 AY1201  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 AY1201  HISTORY     - 19950518 GOOD             USPSQD
 AY1201  HISTORY     - 20011227 GOOD             USPSQD
 AY1201  HISTORY     - 20040124 MARK NOT FOUND   USPSQD
 AY1201  HISTORY     - 20050809 MARK NOT FOUND   USPSQD
 AY1201
 AY1201                          STATION DESCRIPTION
 AY1201
 AY1201'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 AY1201'11.0 MI E FROM TARPLEY.
 AY1201'11.0 MILES SOUTHEAST ALONG FARM ROAD 462 FROM THE POST OFFICE AT
 AY1201'TARPLEY, 115 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 AY1201'LEADING EAST TO A HOUSE, 105.5 FEET SOUTH OF A POWER POLE, 41 FEET
 AY1201'EAST OF THE CENTER LINE OF THE FARM ROAD, 2 FEET WEST OF A FENCE, SET
 AY1201'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.4 FOOT ABOVE
 AY1201'GROUND.  NOTE-- THIS BENCH MARK HAS BEEN DISTURBED BY ROAD EQUIPMENT
 AY1201'AND LEANS SLIGHTLY TO THE N.
 AY1201
 AY1201                          STATION RECOVERY (1995)
 AY1201
 AY1201'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1201'MARK NOT FOUND.
 AY1201
 AY1201                          STATION RECOVERY (1995)
 AY1201
 AY1201'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY1201'RECOVERED IN GOOD CONDITION.
 AY1201
 AY1201                          STATION RECOVERY (2001)
 AY1201
 AY1201'RECOVERY NOTE BY US POWER SQUADRON 2001 (HLJ)
 AY1201'RECOVERED IN GOOD CONDITION.
 AY1201
 AY1201                          STATION RECOVERY (2004)
 AY1201
 AY1201'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 AY1201'MARK NOT FOUND.
 AY1201
 AY1201                          STATION RECOVERY (2005)
 AY1201
 AY1201'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0816 ***********************************************************************
 AY0816  DESIGNATION -  L 524
 AY0816  PID         -  AY0816
 AY0816  STATE/COUNTY-  TX/BEXAR
 AY0816  USGS QUAD   -  TERRELL WELLS (1992)
 AY0816
 AY0816                         *CURRENT SURVEY CONTROL
 AY0816  ___________________________________________________________________
 AY0816* NAD 83(1986)-  29 18 36.     (N)    098 36 59.     (W)     SCALED    
 AY0816* NAVD 88     -       193.022  (meters)     633.27   (feet)  ADJUSTED  
 AY0816  ___________________________________________________________________
 AY0816  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AY0816  DYNAMIC HT  -         192.743 (meters)     632.36  (feet)  COMP
 AY0816  MODELED GRAV-     979,196.4   (mgal)                       NAVD 88
 AY0816
 AY0816  VERT ORDER  -  FIRST     CLASS II
 AY0816
 AY0816.The horizontal coordinates were scaled from a topographic map and have
 AY0816.an estimated accuracy of +/- 6 seconds.
 AY0816
 AY0816.The orthometric height was determined by differential leveling
 AY0816.and adjusted by the National Geodetic Survey in June 1991..
 AY0816
 AY0816.The geoid height was determined by GEOID03.
 AY0816
 AY0816.The dynamic height is computed by dividing the NAVD 88
 AY0816.geopotential number by the normal gravity value computed on the
 AY0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0816.degrees latitude (g = 980.6199 gals.).
 AY0816
 AY0816.The modeled gravity was interpolated from observed gravity values.
 AY0816
 AY0816;                    North         East    Units  Estimated Accuracy
 AY0816;SPC TXSC     - 4,163,720.      637,260.      MT  (+/- 180 meters Scaled)
 AY0816
 AY0816                          SUPERSEDED SURVEY CONTROL
 AY0816
 AY0816  NGVD 29 (??/??/92)  192.921  (m)          632.94   (f) ADJ UNCH    1 2
 AY0816
 AY0816.Superseded values are not recommended for survey control.
 AY0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0816.See file dsdata.txt to determine how the superseded data were derived.
 AY0816
 AY0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT372423(NAD 83)
 AY0816_MARKER: DB = BENCH MARK DISK
 AY0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0816_SP_SET: CULVERT
 AY0816_STAMPING: L 524 1953
 AY0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0816
 AY0816  HISTORY     - Date     Condition        Report By
 AY0816  HISTORY     - 1953     MONUMENTED       CGS
 AY0816  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0816  HISTORY     - 19991027 MARK NOT FOUND   USPSQD
 AY0816
 AY0816                          STATION DESCRIPTION
 AY0816
 AY0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0816'4.9 MI SW FROM SAN ANTONIO.
 AY0816'4.45 MILES SOUTHWEST ALONG THE INTERNATIONAL AND GREAT NORTHERN
 AY0816'RAILROAD FROM THE OVERPASS ON LOOP 13 (MILITARY DRIVE) AT SAN ANTONIO,
 AY0816'THENCE 0.45 MILE SOUTHEAST ALONG FISHER ROAD, AT AN INTERSECTION WITH
 AY0816'U.S. HIGHWAY 81, 121 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AY0816'13 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 AY0816'THE CENTER OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
 AY0816
 AY0816                          STATION RECOVERY (1966)
 AY0816
 AY0816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0816'MARK NOT FOUND.
 AY0816
 AY0816                          STATION RECOVERY (1999)
 AY0816
 AY0816'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0634 ***********************************************************************
 AY0634  DESIGNATION -  L 525
 AY0634  PID         -  AY0634
 AY0634  STATE/COUNTY-  TX/BEXAR
 AY0634  USGS QUAD   -  CULEBRA HILL (1993)
 AY0634
 AY0634                         *CURRENT SURVEY CONTROL
 AY0634  ___________________________________________________________________
 AY0634* NAD 83(1986)-  29 27 03.     (N)    098 41 08.     (W)     SCALED    
 AY0634* NAVD 88     -       270.628  (meters)     887.89   (feet)  POSTED    
 AY0634  ___________________________________________________________________
 AY0634  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AY0634  DYNAMIC HT  -         270.230 (meters)     886.58  (feet)  COMP
 AY0634  MODELED GRAV-     979,180.5   (mgal)                       NAVD 88
 AY0634
 AY0634  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AY0634
 AY0634.The horizontal coordinates were scaled from a topographic map and have
 AY0634.an estimated accuracy of +/- 6 seconds.
 AY0634
 AY0634.The orthometric height was determined by differential leveling
 AY0634.and adjusted by the National Geodetic Survey in 1992..
 AY0634.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AY0634.rate of 0.0 thru 1.0 mm/km.
 AY0634
 AY0634.The geoid height was determined by GEOID03.
 AY0634
 AY0634.The dynamic height is computed by dividing the NAVD 88
 AY0634.geopotential number by the normal gravity value computed on the
 AY0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0634.degrees latitude (g = 980.6199 gals.).
 AY0634
 AY0634.The modeled gravity was interpolated from observed gravity values.
 AY0634
 AY0634;                    North         East    Units  Estimated Accuracy
 AY0634;SPC TXSC     - 4,179,300.      630,500.      MT  (+/- 180 meters Scaled)
 AY0634
 AY0634                          SUPERSEDED SURVEY CONTROL
 AY0634
 AY0634  NGVD 29 (??/??/92)  270.514  (m)          887.51   (f) ADJ UNCH    1 2
 AY0634
 AY0634.Superseded values are not recommended for survey control.
 AY0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0634.See file dsdata.txt to determine how the superseded data were derived.
 AY0634
 AY0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT304579(NAD 83)
 AY0634_MARKER: DB = BENCH MARK DISK
 AY0634_SETTING: 66 = SET IN ROCK OUTCROP
 AY0634_SP_SET: ROCK OUTCROP
 AY0634_STAMPING: L 525 1953
 AY0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AY0634+STABILITY: POSITION/ELEVATION WELL
 AY0634
 AY0634  HISTORY     - Date     Condition        Report By
 AY0634  HISTORY     - 1953     MONUMENTED       CGS
 AY0634  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0634  HISTORY     - 19990618 MARK NOT FOUND   USPSQD
 AY0634
 AY0634                          STATION DESCRIPTION
 AY0634
 AY0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY0634'4.0 MI NW FROM SAN ANTONIO.
 AY0634'3.0 MILES WEST ALONG POTRANCO ROAD FROM ITS JUNCTION WITH CULEBRA ROAD
 AY0634'AT SAN ANTONIO, THENCE 1.0 MILE NORTHWEST ALONG RODGERS ROAD, ON THE
 AY0634'NORTHWEST SLOPE OF A HILL, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AY0634'ROAD, 1 FOOT NORTHEAST OF A FENCE, 3 FEET EAST OF A WITNESS POST,
 AY0634'FLUSH WITH THE GROUND, SET IN THE TOP OF A LARGE FLAT LIMESTONE
 AY0634'OUTCROP.
 AY0634
 AY0634                          STATION RECOVERY (1986)
 AY0634
 AY0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RGB)
 AY0634'MARK NOT FOUND.
 AY0634
 AY0634                          STATION RECOVERY (1999)
 AY0634
 AY0634'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0163 ***********************************************************************
 GK0163  DESIGNATION -  L 526
 GK0163  PID         -  GK0163
 GK0163  STATE/COUNTY-  TX/OCHILTREE
 GK0163  USGS QUAD   -  SOURDOUGH CREEK SW (1973)
 GK0163
 GK0163                         *CURRENT SURVEY CONTROL
 GK0163  ___________________________________________________________________
 GK0163* NAD 83(1986)-  36 06 28.     (N)    100 56 47.     (W)     SCALED    
 GK0163* NAVD 88     -       931.202  (meters)    3055.12   (feet)  ADJUSTED  
 GK0163  ___________________________________________________________________
 GK0163  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 GK0163  DYNAMIC HT  -         930.202 (meters)    3051.84  (feet)  COMP
 GK0163  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 GK0163
 GK0163  VERT ORDER  -  SECOND    CLASS 0
 GK0163
 GK0163.The horizontal coordinates were scaled from a topographic map and have
 GK0163.an estimated accuracy of +/- 6 seconds.
 GK0163
 GK0163.The orthometric height was determined by differential leveling
 GK0163.and adjusted by the National Geodetic Survey in June 1991..
 GK0163
 GK0163.The geoid height was determined by GEOID03.
 GK0163
 GK0163.The dynamic height is computed by dividing the NAVD 88
 GK0163.geopotential number by the normal gravity value computed on the
 GK0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0163.degrees latitude (g = 980.6199 gals.).
 GK0163
 GK0163.The modeled gravity was interpolated from observed gravity values.
 GK0163
 GK0163;                    North         East    Units  Estimated Accuracy
 GK0163;SPC TX N     - 1,233,980.      249,850.      MT  (+/- 180 meters Scaled)
 GK0163
 GK0163                          SUPERSEDED SURVEY CONTROL
 GK0163
 GK0163  NGVD 29 (??/??/92)  930.800  (m)         3053.80   (f) ADJ UNCH    2 0
 GK0163
 GK0163.Superseded values are not recommended for survey control.
 GK0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0163.See file dsdata.txt to determine how the superseded data were derived.
 GK0163
 GK0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE248976(NAD 83)
 GK0163_MARKER: DB = BENCH MARK DISK
 GK0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GK0163_STAMPING: L 526 1935
 GK0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0163+STABILITY: SURFACE MOTION
 GK0163
 GK0163  HISTORY     - Date     Condition        Report By
 GK0163  HISTORY     - 1935     MONUMENTED       CGS
 GK0163  HISTORY     - 1973     MARK NOT FOUND   USGS
 GK0163
 GK0163                          STATION DESCRIPTION
 GK0163
 GK0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0163'9.9 MI SW FROM BULER.
 GK0163'9.9 MILES SOUTHWEST OF BULER, OCHILTREE COUNTY.  THIS BENCH MARK MAY
 GK0163'BE REACHED FROM THE OLD STORE AND POST OFFICE BY GOING 2.5 MILES
 GK0163'SOUTH, 6.9 MILES WEST, AND 0.5 MILE NORTH ALONG GRADED ROADS.  AT A
 GK0163'T-ROAD JUNCTION, 105 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 GK0163'ROAD, 27.4 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 GK0163'44.6 FEET SOUTH OF THE CORNER FENCE POST, AND 1.2 FEET EAST OF THE
 GK0163'RIGHT-OF-FENCE.  A STANDARD DISK, STAMPED L 526 1935 AND SET IN THE
 GK0163'TOP OF A CONCRETE POST.
 GK0163
 GK0163                          STATION RECOVERY (1973)
 GK0163
 GK0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GK0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0324 ***********************************************************************
 FM0324  DESIGNATION -  L 528
 FM0324  PID         -  FM0324
 FM0324  STATE/COUNTY-  TX/POTTER
 FM0324  USGS QUAD   -  BODEN (1966)
 FM0324
 FM0324                         *CURRENT SURVEY CONTROL
 FM0324  ___________________________________________________________________
 FM0324* NAD 83(1986)-  35 26 08.     (N)    102 05 49.     (W)     SCALED    
 FM0324* NAVD 88     -       968.520  (meters)    3177.55   (feet)  ADJUSTED  
 FM0324  ___________________________________________________________________
 FM0324  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 FM0324  DYNAMIC HT  -         967.386 (meters)    3173.83  (feet)  COMP
 FM0324  MODELED GRAV-     979,430.1   (mgal)                       NAVD 88
 FM0324
 FM0324  VERT ORDER  -  SECOND    CLASS 0
 FM0324
 FM0324.The horizontal coordinates were scaled from a topographic map and have
 FM0324.an estimated accuracy of +/- 6 seconds.
 FM0324
 FM0324.The orthometric height was determined by differential leveling
 FM0324.and adjusted by the National Geodetic Survey in June 1991..
 FM0324
 FM0324.The geoid height was determined by GEOID03.
 FM0324
 FM0324.The dynamic height is computed by dividing the NAVD 88
 FM0324.geopotential number by the normal gravity value computed on the
 FM0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0324.degrees latitude (g = 980.6199 gals.).
 FM0324
 FM0324.The modeled gravity was interpolated from observed gravity values.
 FM0324
 FM0324;                    North         East    Units  Estimated Accuracy
 FM0324;SPC TX N     - 1,159,420.      145,800.      MT  (+/- 180 meters Scaled)
 FM0324
 FM0324                          SUPERSEDED SURVEY CONTROL
 FM0324
 FM0324  NGVD 29 (??/??/92)  968.060  (m)         3176.04   (f) ADJ UNCH    2 0
 FM0324
 FM0324.Superseded values are not recommended for survey control.
 FM0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0324.See file dsdata.txt to determine how the superseded data were derived.
 FM0324
 FM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV635252(NAD 83)
 FM0324_MARKER: DB = BENCH MARK DISK
 FM0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0324_STAMPING: L-528 1936
 FM0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0324+STABILITY: SURFACE MOTION
 FM0324
 FM0324  HISTORY     - Date     Condition        Report By
 FM0324  HISTORY     - 1935     MONUMENTED       CGS
 FM0324  HISTORY     - 1966     MARK NOT FOUND   USGS
 FM0324
 FM0324                          STATION DESCRIPTION
 FM0324
 FM0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0324'13.0 MI SE FROM TASCOSA.
 FM0324'TO REACH BENCHMARK GO 11.0 MILES SOUTHEAST ALONG RAILROAD, THENCE EAST
 FM0324'ALONG AMARILLO-TASCOSA ROAD 2.0 MILES.  BENCHMARK IS SET IN FLAT
 FM0324'VALLEY APPROXIMATELY 2.0 MILES SOUTHEAST OF RAILROAD MILEPOST NO. 363.
 FM0324'BEING 48.0 FEET WEST OF CENTERLINE OF ROAD, AND 3.7 FEET EAST OF
 FM0324'RIGHT OF WAY FENCE.
 FM0324
 FM0324                          STATION RECOVERY (1966)
 FM0324
 FM0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FM0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0705 ***********************************************************************
 FL0705  DESIGNATION -  L 529
 FL0705  PID         -  FL0705
 FL0705  STATE/COUNTY-  TX/HUTCHINSON
 FL0705  USGS QUAD   -  PLEMONS (1978)
 FL0705
 FL0705                         *CURRENT SURVEY CONTROL
 FL0705  ___________________________________________________________________
 FL0705* NAD 83(1986)-  35 46 08.     (N)    101 20 14.     (W)     SCALED    
 FL0705* NAVD 88     -       832.089  (meters)    2729.95   (feet)  ADJUSTED  
 FL0705  ___________________________________________________________________
 FL0705  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 FL0705  DYNAMIC HT  -         831.172 (meters)    2726.94  (feet)  COMP
 FL0705  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 FL0705
 FL0705  VERT ORDER  -  SECOND    CLASS 0
 FL0705
 FL0705.The horizontal coordinates were scaled from a topographic map and have
 FL0705.an estimated accuracy of +/- 6 seconds.
 FL0705
 FL0705.The orthometric height was determined by differential leveling
 FL0705.and adjusted by the National Geodetic Survey in June 1991..
 FL0705
 FL0705.The geoid height was determined by GEOID03.
 FL0705
 FL0705.The dynamic height is computed by dividing the NAVD 88
 FL0705.geopotential number by the normal gravity value computed on the
 FL0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0705.degrees latitude (g = 980.6199 gals.).
 FL0705
 FL0705.The modeled gravity was interpolated from observed gravity values.
 FL0705
 FL0705;                    North         East    Units  Estimated Accuracy
 FL0705;SPC TX N     - 1,196,250.      214,720.      MT  (+/- 180 meters Scaled)
 FL0705
 FL0705                          SUPERSEDED SURVEY CONTROL
 FL0705
 FL0705  NGVD 29 (??/??/92)  831.661  (m)         2728.54   (f) ADJ UNCH    2 0
 FL0705
 FL0705.Superseded values are not recommended for survey control.
 FL0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0705.See file dsdata.txt to determine how the superseded data were derived.
 FL0705
 FL0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE887608(NAD 83)
 FL0705_MARKER: DB = BENCH MARK DISK
 FL0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0705_STAMPING: L 529 1935
 FL0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0705+STABILITY: SURFACE MOTION
 FL0705
 FL0705  HISTORY     - Date     Condition        Report By
 FL0705  HISTORY     - 1935     MONUMENTED       CGS
 FL0705  HISTORY     - 1953     GOOD             USGS
 FL0705
 FL0705                          STATION DESCRIPTION
 FL0705
 FL0705'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FL0705'2.7 MI SW FROM PLEMONS.
 FL0705'2.7 MILES SOUTHWEST ALONG THE BORGER ROAD FROM THE POST OFFICE AT
 FL0705'PLEMONS, 1.5 MILES NORTHEAST OF A BRIDGE OVER CANADIAN RIVER, 0.3 MILE
 FL0705'SOUTHWEST OF A ROAD JUNCTION, BETWEEN TWO HILLS, AND 46.3 FEET NORTH
 FL0705'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED L 529 1935
 FL0705'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0519 ***********************************************************************
 FL0519  DESIGNATION -  L 530
 FL0519  PID         -  FL0519
 FL0519  STATE/COUNTY-  TX/ROBERTS
 FL0519  USGS QUAD   -  DRY CREEK NE (1971)
 FL0519
 FL0519                         *CURRENT SURVEY CONTROL
 FL0519  ___________________________________________________________________
 FL0519* NAD 83(1986)-  35 59 10.     (N)    100 48 08.     (W)     SCALED    
 FL0519* NAVD 88     -       761.465  (meters)    2498.24   (feet)  ADJUSTED  
 FL0519  ___________________________________________________________________
 FL0519  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 FL0519  DYNAMIC HT  -         760.655 (meters)    2495.58  (feet)  COMP
 FL0519  MODELED GRAV-     979,545.0   (mgal)                       NAVD 88
 FL0519
 FL0519  VERT ORDER  -  SECOND    CLASS 0
 FL0519
 FL0519.The horizontal coordinates were scaled from a topographic map and have
 FL0519.an estimated accuracy of +/- 6 seconds.
 FL0519
 FL0519.The orthometric height was determined by differential leveling
 FL0519.and adjusted by the National Geodetic Survey in June 1991..
 FL0519
 FL0519.The geoid height was determined by GEOID03.
 FL0519
 FL0519.The dynamic height is computed by dividing the NAVD 88
 FL0519.geopotential number by the normal gravity value computed on the
 FL0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0519.degrees latitude (g = 980.6199 gals.).
 FL0519
 FL0519.The modeled gravity was interpolated from observed gravity values.
 FL0519
 FL0519;                    North         East    Units  Estimated Accuracy
 FL0519;SPC TX N     - 1,220,560.      262,920.      MT  (+/- 180 meters Scaled)
 FL0519
 FL0519                          SUPERSEDED SURVEY CONTROL
 FL0519
 FL0519  NGVD 29 (??/??/92)  761.104  (m)         2497.06   (f) ADJ UNCH    2 0
 FL0519
 FL0519.Superseded values are not recommended for survey control.
 FL0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0519.See file dsdata.txt to determine how the superseded data were derived.
 FL0519
 FL0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE375839(NAD 83)
 FL0519_MARKER: DB = BENCH MARK DISK
 FL0519_SETTING: 0 = UNSPECIFIED SETTING
 FL0519_STAMPING: L 530 1935
 FL0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0519
 FL0519  HISTORY     - Date     Condition        Report By
 FL0519  HISTORY     - 1935     MONUMENTED       CGS
 FL0519  HISTORY     - 1971     GOOD             USGS
 FL0519
 FL0519                          STATION DESCRIPTION
 FL0519
 FL0519'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FL0519'3.2 MI NE FROM CANADIAN.
 FL0519'TO REACH BM FROM CANADIAN RIVER BRIDGE ON HIGHWAY 70, 33 MI. N. PAMPA,
 FL0519'GO 0.3 MI. N. FROM N. END OF BRIDGE, TURN EAST ON COUNTY ROAD AND
 FL0519'CONTINUE 2.9 MILES, WALK 200 FEET SOUTH TO SMALL CREST AND BM. BM IS
 FL0519'880 FEET NE OF WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0465 ***********************************************************************
 FM0465  DESIGNATION -  L 531
 FM0465  PID         -  FM0465
 FM0465  STATE/COUNTY-  TX/OLDHAM
 FM0465  USGS QUAD   -  MANY POST CAMP (1971)
 FM0465
 FM0465                         *CURRENT SURVEY CONTROL
 FM0465  ___________________________________________________________________
 FM0465* NAD 83(1986)-  35 31 36.     (N)    102 36 13.     (W)     SCALED    
 FM0465* NAVD 88     -      1015.169  (meters)    3330.60   (feet)  ADJUSTED  
 FM0465  ___________________________________________________________________
 FM0465  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 FM0465  DYNAMIC HT  -        1013.979 (meters)    3326.70  (feet)  COMP
 FM0465  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 FM0465
 FM0465  VERT ORDER  -  SECOND    CLASS 0
 FM0465
 FM0465.The horizontal coordinates were scaled from a topographic map and have
 FM0465.an estimated accuracy of +/- 6 seconds.
 FM0465
 FM0465.The orthometric height was determined by differential leveling
 FM0465.and adjusted by the National Geodetic Survey in June 1991..
 FM0465
 FM0465.The geoid height was determined by GEOID03.
 FM0465
 FM0465.The dynamic height is computed by dividing the NAVD 88
 FM0465.geopotential number by the normal gravity value computed on the
 FM0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0465.degrees latitude (g = 980.6199 gals.).
 FM0465
 FM0465.The modeled gravity was interpolated from observed gravity values.
 FM0465
 FM0465;                    North         East    Units  Estimated Accuracy
 FM0465;SPC TX N     - 1,169,920.       99,910.      MT  (+/- 180 meters Scaled)
 FM0465
 FM0465                          SUPERSEDED SURVEY CONTROL
 FM0465
 FM0465  NGVD 29 (??/??/92) 1014.674  (m)         3328.98   (f) ADJ UNCH    2 0
 FM0465
 FM0465.Superseded values are not recommended for survey control.
 FM0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0465.See file dsdata.txt to determine how the superseded data were derived.
 FM0465
 FM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV172340(NAD 83)
 FM0465_MARKER: DB = BENCH MARK DISK
 FM0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0465_STAMPING: L 531 1935
 FM0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0465+STABILITY: SURFACE MOTION
 FM0465
 FM0465  HISTORY     - Date     Condition        Report By
 FM0465  HISTORY     - 1935     MONUMENTED       CGS
 FM0465  HISTORY     - 1971     GOOD             USGS
 FM0465
 FM0465                          STATION DESCRIPTION
 FM0465
 FM0465'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0465'19.4 MI NE FROM ADRIAN.
 FM0465'TO REACH FROM THE JCT OF U.S. HWY 385 AND FARM ROAD 767 IN CHANNING GO
 FM0465'WEST ON FM 767 FOR 12.0 MILES TO A BLADED ROAD ON THE LEFT, TURN LEFT
 FM0465'THROUGH CATTLEGUARD, AND GO SOUTH 4.0 MILES THROUGH FOY PROCTOR RANCH
 FM0465'TO CG AT ENTRANCE TO R H FULTON RANCH, CONTINUE SOUTH 3.6 MILES TO
 FM0465'FULTONS MANY POST CAMP, CONTINUE WESTERLY FORM MANY POST ALONG MAIN
 FM0465'GRADED ROAD FOR 5.0 MILES TO FULTONS OLD FARM CAMP.  CONTINUE
 FM0465'SOUTHWEST ACROSS SAND WASH FROM OLD FARM RANCH HOUSE TO BM ON THE
 FM0465'LEFT.  BM IS ABOUT 750 FEET SOUTHWEST OF RANCH HOUSE, 250 FEET WEST OF
 FM0465'SAND WASH, 16 FEET SOUTH OF ROAD, 2 FEET SOUTH OF EAST-WEST FENCE AND
 FM0465'UNDER THE NORTH-SOUTH FENCE.  A STANDARD DISK STAMPED L 531 1935 AND
 FM0465'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1369 ***********************************************************************
 FL1369  DESIGNATION -  L 533
 FL1369  PID         -  FL1369
 FL1369  STATE/COUNTY-  TX/CARSON
 FL1369  USGS QUAD   -  DEAL (1953)
 FL1369
 FL1369                         *CURRENT SURVEY CONTROL
 FL1369  ___________________________________________________________________
 FL1369* NAD 83(1986)-  35 33 46.     (N)    101 34 43.     (W)     SCALED    
 FL1369* NAVD 88     -      1017.994  (meters)    3339.87   (feet)  ADJUSTED  
 FL1369  ___________________________________________________________________
 FL1369  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 FL1369  DYNAMIC HT  -        1016.820 (meters)    3336.02  (feet)  COMP
 FL1369  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 FL1369
 FL1369  VERT ORDER  -  SECOND    CLASS 0
 FL1369
 FL1369.The horizontal coordinates were scaled from a topographic map and have
 FL1369.an estimated accuracy of +/- 6 seconds.
 FL1369
 FL1369.The orthometric height was determined by differential leveling
 FL1369.and adjusted by the National Geodetic Survey in June 1991..
 FL1369
 FL1369.The geoid height was determined by GEOID03.
 FL1369
 FL1369.The dynamic height is computed by dividing the NAVD 88
 FL1369.geopotential number by the normal gravity value computed on the
 FL1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1369.degrees latitude (g = 980.6199 gals.).
 FL1369
 FL1369.The modeled gravity was interpolated from observed gravity values.
 FL1369
 FL1369;                    North         East    Units  Estimated Accuracy
 FL1369;SPC TX N     - 1,173,370.      192,870.      MT  (+/- 180 meters Scaled)
 FL1369
 FL1369                          SUPERSEDED SURVEY CONTROL
 FL1369
 FL1369  NGVD 29 (??/??/92) 1017.526  (m)         3338.33   (f) ADJ UNCH    2 0
 FL1369
 FL1369.Superseded values are not recommended for survey control.
 FL1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1369.See file dsdata.txt to determine how the superseded data were derived.
 FL1369
 FL1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE662385(NAD 83)
 FL1369_MARKER: DB = BENCH MARK DISK
 FL1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1369_STAMPING: L-533 1935
 FL1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1369+STABILITY: SURFACE MOTION
 FL1369
 FL1369  HISTORY     - Date     Condition        Report By
 FL1369  HISTORY     - 1935     MONUMENTED       CGS
 FL1369
 FL1369                          STATION DESCRIPTION
 FL1369
 FL1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1369'31.0 MI NE FROM AMARILLO.
 FL1369'31.0 MILES NORTHEAST OF CRI AND G DEPOT BY RAIL BENCHMARK IS LOCATED
 FL1369'0.35 MILES NORTH OF CUT-OFF STATION ON THE GREEN RIVER PIPE LINE.  10
 FL1369'RAIL LENGTHS SOUTH OF MILE POST NO. 31.1.  43.0 FEET NORTH OF CORNER
 FL1369'POST.  1.9 FEET WEST OF RIGHT-OF-WAY FENCE.  AT SOUTH END OF LARGE
 FL1369'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0531 ***********************************************************************
 EN0531  DESIGNATION -  L 535
 EN0531  PID         -  EN0531
 EN0531  STATE/COUNTY-  TX/RANDALL
 EN0531  USGS QUAD   -  WESLEY POINT (1984)
 EN0531
 EN0531                         *CURRENT SURVEY CONTROL
 EN0531  ___________________________________________________________________
 EN0531* NAD 83(1986)-  34 45 01.     (N)    101 44 25.     (W)     SCALED    
 EN0531* NAVD 88     -      1077.670  (meters)    3535.66   (feet)  ADJUSTED  
 EN0531  ___________________________________________________________________
 EN0531  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 EN0531  DYNAMIC HT  -        1076.343 (meters)    3531.30  (feet)  COMP
 EN0531  MODELED GRAV-     979,366.5   (mgal)                       NAVD 88
 EN0531
 EN0531  VERT ORDER  -  SECOND    CLASS 0
 EN0531
 EN0531.The horizontal coordinates were scaled from a topographic map and have
 EN0531.an estimated accuracy of +/- 6 seconds.
 EN0531
 EN0531.The orthometric height was determined by differential leveling
 EN0531.and adjusted by the National Geodetic Survey in June 1991..
 EN0531
 EN0531.The geoid height was determined by GEOID03.
 EN0531
 EN0531.The dynamic height is computed by dividing the NAVD 88
 EN0531.geopotential number by the normal gravity value computed on the
 EN0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0531.degrees latitude (g = 980.6199 gals.).
 EN0531
 EN0531.The modeled gravity was interpolated from observed gravity values.
 EN0531
 EN0531;                    North         East    Units  Estimated Accuracy
 EN0531;SPC TX N     - 1,083,260.      178,000.      MT  (+/- 180 meters Scaled)
 EN0531
 EN0531                          SUPERSEDED SURVEY CONTROL
 EN0531
 EN0531  NGVD 29 (??/??/92) 1077.225  (m)         3534.20   (f) ADJ UNCH    2 0
 EN0531
 EN0531.Superseded values are not recommended for survey control.
 EN0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0531.See file dsdata.txt to determine how the superseded data were derived.
 EN0531
 EN0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD491487(NAD 83)
 EN0531_MARKER: DB = BENCH MARK DISK
 EN0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0531_STAMPING: L 535 1935
 EN0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0531+STABILITY: SURFACE MOTION
 EN0531
 EN0531  HISTORY     - Date     Condition        Report By
 EN0531  HISTORY     - 1935     MONUMENTED       CGS
 EN0531  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0531
 EN0531                          STATION DESCRIPTION
 EN0531
 EN0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0531'10 MI E FROM HAPPY.
 EN0531'IN RANDALL COUNTY, ABOUT 10 MILES EAST OF HAPPY SWISHER COUNTY.  THIS
 EN0531'BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY GOING ALONG GRADED
 EN0531'ROADS 0.4 MILE EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH,
 EN0531'3.0 MILE EAST, AND 2.0 MILES NORTH.  IT IS AT A ROAD INTERSECTION, 62
 EN0531'FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 24 FEET EAST
 EN0531'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 36 FEET SOUTH OF THE
 EN0531'EAST-AND-WEST FENCE, AND 3 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A
 EN0531'STANDARD DISK, STAMPED L 535 1935 AND SET IN THE TOP OF A CONCRETE
 EN0531'POST.
 EN0531
 EN0531                          STATION RECOVERY (1968)
 EN0531
 EN0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1304 ***********************************************************************
 FL1304  DESIGNATION -  L 536
 FL1304  PID         -  FL1304
 FL1304  STATE/COUNTY-  TX/CARSON
 FL1304  USGS QUAD   -  SEVENMILE BASIN (1973)
 FL1304
 FL1304                         *CURRENT SURVEY CONTROL
 FL1304  ___________________________________________________________________
 FL1304* NAD 83(1986)-  35 16 35.     (N)    101 34 27.     (W)     SCALED    
 FL1304* NAVD 88     -      1076.077  (meters)    3530.43   (feet)  ADJUSTED  
 FL1304  ___________________________________________________________________
 FL1304  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL1304  DYNAMIC HT  -        1074.798 (meters)    3526.23  (feet)  COMP
 FL1304  MODELED GRAV-     979,409.0   (mgal)                       NAVD 88
 FL1304
 FL1304  VERT ORDER  -  SECOND    CLASS 0
 FL1304
 FL1304.The horizontal coordinates were scaled from a topographic map and have
 FL1304.an estimated accuracy of +/- 6 seconds.
 FL1304
 FL1304.The orthometric height was determined by differential leveling
 FL1304.and adjusted by the National Geodetic Survey in June 1991..
 FL1304
 FL1304.The geoid height was determined by GEOID03.
 FL1304
 FL1304.The dynamic height is computed by dividing the NAVD 88
 FL1304.geopotential number by the normal gravity value computed on the
 FL1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1304.degrees latitude (g = 980.6199 gals.).
 FL1304
 FL1304.The modeled gravity was interpolated from observed gravity values.
 FL1304
 FL1304;                    North         East    Units  Estimated Accuracy
 FL1304;SPC TX N     - 1,141,600.      193,250.      MT  (+/- 180 meters Scaled)
 FL1304
 FL1304                          SUPERSEDED SURVEY CONTROL
 FL1304
 FL1304  NGVD 29 (??/??/92) 1075.572  (m)         3528.77   (f) ADJ UNCH    2 0
 FL1304
 FL1304.Superseded values are not recommended for survey control.
 FL1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1304.See file dsdata.txt to determine how the superseded data were derived.
 FL1304
 FL1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE658067(NAD 83)
 FL1304_MARKER: DB = BENCH MARK DISK
 FL1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1304_STAMPING: L 536 1935
 FL1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1304+STABILITY: SURFACE MOTION
 FL1304
 FL1304  HISTORY     - Date     Condition        Report By
 FL1304  HISTORY     - 1935     MONUMENTED       CGS
 FL1304
 FL1304                          STATION DESCRIPTION
 FL1304
 FL1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL1304'3.0 MI E FROM ST FRANCIS.
 FL1304'3.0 MILES EAST OF DEPOT BY RAIL.  ALONG THE SANTE FE RAILROAD BETWEEN
 FL1304'ST FRANCIS AND PANHANDLE.  0.4 MILE SOUTH OF LARGE WHITE SCHOOL
 FL1304'BUILDING, 6 RAILS WEST OF MILE POST 538.  64 FEET SOUTH OF SOUTH RAIL
 FL1304'OF SOUTH TRACK, 36 FEET NORTH OF CENTERLINE OF STATE HIGHWAY NO. 33.
 FL1304'IN TELEGRAPH POLE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0829 ***********************************************************************
 FL0829  DESIGNATION -  L 537
 FL0829  PID         -  FL0829
 FL0829  STATE/COUNTY-  TX/CARSON
 FL0829  USGS QUAD   -  MC BRIDE (1978)
 FL0829
 FL0829                         *CURRENT SURVEY CONTROL
 FL0829  ___________________________________________________________________
 FL0829* NAD 83(1986)-  35 30 52.     (N)    101 28 20.     (W)     SCALED    
 FL0829* NAVD 88     -      1008.698  (meters)    3309.37   (feet)  ADJUSTED  
 FL0829  ___________________________________________________________________
 FL0829  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 FL0829  DYNAMIC HT  -        1007.531 (meters)    3305.54  (feet)  COMP
 FL0829  MODELED GRAV-     979,442.6   (mgal)                       NAVD 88
 FL0829
 FL0829  VERT ORDER  -  SECOND    CLASS 0
 FL0829
 FL0829.The horizontal coordinates were scaled from a topographic map and have
 FL0829.an estimated accuracy of +/- 6 seconds.
 FL0829
 FL0829.The orthometric height was determined by differential leveling
 FL0829.and adjusted by the National Geodetic Survey in June 1991..
 FL0829
 FL0829.The geoid height was determined by GEOID03.
 FL0829
 FL0829.The dynamic height is computed by dividing the NAVD 88
 FL0829.geopotential number by the normal gravity value computed on the
 FL0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0829.degrees latitude (g = 980.6199 gals.).
 FL0829
 FL0829.The modeled gravity was interpolated from observed gravity values.
 FL0829
 FL0829;                    North         East    Units  Estimated Accuracy
 FL0829;SPC TX N     - 1,168,010.      202,520.      MT  (+/- 180 meters Scaled)
 FL0829
 FL0829                          SUPERSEDED SURVEY CONTROL
 FL0829
 FL0829  NGVD 29 (??/??/92) 1008.200  (m)         3307.74   (f) ADJ UNCH    2 0
 FL0829
 FL0829.Superseded values are not recommended for survey control.
 FL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0829.See file dsdata.txt to determine how the superseded data were derived.
 FL0829
 FL0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE758329(NAD 83)
 FL0829_MARKER: DB = BENCH MARK DISK
 FL0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0829_STAMPING: L 537 1935
 FL0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0829+STABILITY: SURFACE MOTION
 FL0829
 FL0829  HISTORY     - Date     Condition        Report By
 FL0829  HISTORY     - 1935     MONUMENTED       CGS
 FL0829
 FL0829                          STATION DESCRIPTION
 FL0829
 FL0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0829'13.5 MI SW FROM BORGER.
 FL0829'13.5 MILES SOUTHWEST OF POST OFFICE BY ROAD AND TRAIL.  TO REACH FROM
 FL0829'BORGER POST OFFICE GO 9.5 MILES SOUTH ALONG STATE HIGHWAY NO. 117,
 FL0829'THENCE 4.0 MILES WEST ALONG TRAIL.  ON SIDE OF HILL IN TELEPHONE POLE
 FL0829'LINE.  0.3 MILE EAST OF POINT WHERE TWO HIGH PRESSURE GAS LINES
 FL0829'INTERSECT.  14.6 FEET NORTH OF GAS LINE PIPE, 13.3 FEET SOUTH OF
 FL0829'CENTERLINE OF TRAIL, AND 3.0 FEET EAST OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0152 ***********************************************************************
 FM0152  DESIGNATION -  L 538
 FM0152  PID         -  FM0152
 FM0152  STATE/COUNTY-  TX/MOORE
 FM0152  USGS QUAD   -  BIVINS CHANNING RANCH (1971)
 FM0152
 FM0152                         *CURRENT SURVEY CONTROL
 FM0152  ___________________________________________________________________
 FM0152* NAD 83(1986)-  35 42 24.     (N)    102 09 35.     (W)     SCALED    
 FM0152* NAVD 88     -      1156.676  (meters)    3794.86   (feet)  ADJUSTED  
 FM0152  ___________________________________________________________________
 FM0152  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 FM0152  DYNAMIC HT  -        1155.309 (meters)    3790.38  (feet)  COMP
 FM0152  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 FM0152
 FM0152  VERT ORDER  -  SECOND    CLASS 0
 FM0152
 FM0152.The horizontal coordinates were scaled from a topographic map and have
 FM0152.an estimated accuracy of +/- 6 seconds.
 FM0152
 FM0152.The orthometric height was determined by differential leveling
 FM0152.and adjusted by the National Geodetic Survey in June 1991..
 FM0152
 FM0152.The geoid height was determined by GEOID03.
 FM0152
 FM0152.The dynamic height is computed by dividing the NAVD 88
 FM0152.geopotential number by the normal gravity value computed on the
 FM0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0152.degrees latitude (g = 980.6199 gals.).
 FM0152
 FM0152.The modeled gravity was interpolated from observed gravity values.
 FM0152
 FM0152;                    North         East    Units  Estimated Accuracy
 FM0152;SPC TX N     - 1,189,530.      140,300.      MT  (+/- 180 meters Scaled)
 FM0152
 FM0152                          SUPERSEDED SURVEY CONTROL
 FM0152
 FM0152  NGVD 29 (??/??/92) 1156.113  (m)         3793.01   (f) ADJ UNCH    2 0
 FM0152
 FM0152.Superseded values are not recommended for survey control.
 FM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0152.See file dsdata.txt to determine how the superseded data were derived.
 FM0152
 FM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV569551(NAD 83)
 FM0152_MARKER: DB = BENCH MARK DISK
 FM0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0152_STAMPING: L-538 1935
 FM0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0152+STABILITY: SURFACE MOTION
 FM0152
 FM0152  HISTORY     - Date     Condition        Report By
 FM0152  HISTORY     - 1935     MONUMENTED       CGS
 FM0152  HISTORY     - 1943     GOOD             NGS
 FM0152
 FM0152                          STATION DESCRIPTION
 FM0152
 FM0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0152'20.6 MI SW FROM DUMAS.
 FM0152'TO REACH BENCHMARK FROM COURT HOUSE GO 0.5 MILE SOUTH ALONG HIGHWAY
 FM0152'NO. 9, THENCE 2.4 MILES WEST TO SOUTH TURN IN ROAD, CONTINUE THENCE
 FM0152'WEST 1.0 MILE ALONG TRAIL AND POLE LINE, THENCE SOUTH ALONG FENCE AND
 FM0152'POLE LINE 1.9 MILES TO JUNCTION OF TRAIL AND ROAD, CONTINUE THENCE
 FM0152'SOUTH ALONG GRADED ROAD 1.1 MILES TO ROAD JUNCTION, THENCE WEST 4.9
 FM0152'MILES TO FENCE CROSSING ROAD, THENCE SOUTH 3.0 MILES ALONG TRAIL TO
 FM0152'MIDDLE WELLS SCHOOL, THENCE 1.9 MILES WEST, THENCE ALONG TRAIL 3.9
 FM0152'MILES SOUTH.  BENCHMARK IS SET ALONG SECTION LINE ROAD BETWEEN DUMAS
 FM0152'AND HIGHWAY NO. 385 APPROXIMATELY 11.0 MILES WEST AND 1.0 MILE NORTH
 FM0152'OF FOUR WAY STORE, AND 32.9 FEET NORTH OF NORTHWEST CORNER OF
 FM0152'MESSENGERS RANCH HOUSE AT AN INTERSECTION OF FENCES.  BEING 33.0 FEET
 FM0152'EAST OF CENTER-LINE OF ROAD, AND 7.5 FEET EAST OF RIGHT-OF-WAY FENCE.
 FM0152
 FM0152                          STATION RECOVERY (1943)
 FM0152
 FM0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FM0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0218 ***********************************************************************
 FM0218  DESIGNATION -  L 539
 FM0218  PID         -  FM0218
 FM0218  STATE/COUNTY-  TX/HARTLEY
 FM0218  USGS QUAD   -  CHANNING NW (1971)
 FM0218
 FM0218                         *CURRENT SURVEY CONTROL
 FM0218  ___________________________________________________________________
 FM0218* NAD 83(1986)-  35 42 08.     (N)    102 27 30.     (W)     SCALED    
 FM0218* NAVD 88     -      1065.521  (meters)    3495.80   (feet)  ADJUSTED  
 FM0218  ___________________________________________________________________
 FM0218  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 FM0218  DYNAMIC HT  -        1064.278 (meters)    3491.72  (feet)  COMP
 FM0218  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 FM0218
 FM0218  VERT ORDER  -  SECOND    CLASS 0
 FM0218
 FM0218.The horizontal coordinates were scaled from a topographic map and have
 FM0218.an estimated accuracy of +/- 6 seconds.
 FM0218
 FM0218.The orthometric height was determined by differential leveling
 FM0218.and adjusted by the National Geodetic Survey in June 1991..
 FM0218
 FM0218.The geoid height was determined by GEOID03.
 FM0218
 FM0218.The dynamic height is computed by dividing the NAVD 88
 FM0218.geopotential number by the normal gravity value computed on the
 FM0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0218.degrees latitude (g = 980.6199 gals.).
 FM0218
 FM0218.The modeled gravity was interpolated from observed gravity values.
 FM0218
 FM0218;                    North         East    Units  Estimated Accuracy
 FM0218;SPC TX N     - 1,189,260.      113,280.      MT  (+/- 180 meters Scaled)
 FM0218
 FM0218                          SUPERSEDED SURVEY CONTROL
 FM0218
 FM0218  NGVD 29 (??/??/92) 1064.992  (m)         3494.06   (f) ADJ UNCH    2 0
 FM0218
 FM0218.Superseded values are not recommended for survey control.
 FM0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0218.See file dsdata.txt to determine how the superseded data were derived.
 FM0218
 FM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV299538(NAD 83)
 FM0218_MARKER: DB = BENCH MARK DISK
 FM0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0218_STAMPING: L 539 1935
 FM0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0218+STABILITY: SURFACE MOTION
 FM0218
 FM0218  HISTORY     - Date     Condition        Report By
 FM0218  HISTORY     - 1935     MONUMENTED       CGS
 FM0218  HISTORY     - 1971     GOOD             USGS
 FM0218
 FM0218                          STATION DESCRIPTION
 FM0218
 FM0218'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FM0218'7.9 MI NW FROM CHANNING.
 FM0218'TO REACH THE MARK FROM THE JUNCTION OF US HWY 385, TEXAS HWY 354, AND
 FM0218'TEXAS FARM ROAD 767 IN CHANNING, TEXAS, GO WEST ON THE FARM ROAD 767
 FM0218'FOR 5.9 MI. TO A GRADED GRAVEL ROAD NORTHWEST.  TURN RIGHT ONTO THE
 FM0218'DIRT ROAD FOR 2.0 MILES TO A FENCE LINE GOING SOUTH.  THE MARK IS ON
 FM0218'THE EAST SIDE OF A CREEK AT THE FOOT OF A HILL, 74 FT. SOUTH OF THE
 FM0218'CENTERLINE OF THE ROAD, 41 FT. SOUTH OF A FENCE CORNER AND 3 FT. WEST
 FM0218'OF THE N/S FENCE LINE.  A STANDARD DISK STAMPED L 539 1935 AND SET IN
 FM0218'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0207 ***********************************************************************
 AW0207  DESIGNATION -  L 54
 AW0207  PID         -  AW0207
 AW0207  STATE/COUNTY-  TX/HARRIS
 AW0207  USGS QUAD   -  PARK PLACE (1995)
 AW0207
 AW0207                         *CURRENT SURVEY CONTROL
 AW0207  ___________________________________________________________________
 AW0207* NAD 83(1986)-  29 44 44.     (N)    095 20 37.     (W)     SCALED    
 AW0207* NAVD 88     -        13.927  (meters)      45.69   (feet)  ADJUSTED  
 AW0207  ___________________________________________________________________
 AW0207  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AW0207  DYNAMIC HT  -          13.908 (meters)      45.63  (feet)  COMP
 AW0207  MODELED GRAV-     979,284.3   (mgal)                       NAVD 88
 AW0207
 AW0207  VERT ORDER  -  FIRST     CLASS I
 AW0207
 AW0207.The horizontal coordinates were scaled from a topographic map and have
 AW0207.an estimated accuracy of +/- 6 seconds.
 AW0207
 AW0207.The orthometric height was determined by differential leveling
 AW0207.and adjusted by the National Geodetic Survey in June 1991..
 AW0207
 AW0207.The geoid height was determined by GEOID03.
 AW0207
 AW0207.The dynamic height is computed by dividing the NAVD 88
 AW0207.geopotential number by the normal gravity value computed on the
 AW0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0207.degrees latitude (g = 980.6199 gals.).
 AW0207
 AW0207.The modeled gravity was interpolated from observed gravity values.
 AW0207
 AW0207;                    North         East    Units  Estimated Accuracy
 AW0207;SPC TXSC     - 4,217,450.      953,590.      MT  (+/- 180 meters Scaled)
 AW0207
 AW0207                          SUPERSEDED SURVEY CONTROL
 AW0207
 AW0207  NGVD 29 (12/23/87)   13.923  (m)           45.68   (f) ADJUSTED    1 1
 AW0207
 AW0207.Superseded values are not recommended for survey control.
 AW0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0207.See file dsdata.txt to determine how the superseded data were derived.
 AW0207
 AW0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN733928(NAD 83)
 AW0207_MARKER: DB = BENCH MARK DISK
 AW0207_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW0207_SP_SET: FOUNDATION WALL
 AW0207_STAMPING: L 54 1918 ELEV 52.10 FT
 AW0207_MARK LOGO: CGS   
 AW0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0207+STABILITY: SURFACE MOTION
 AW0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW0207+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AW0207
 AW0207  HISTORY     - Date     Condition        Report By
 AW0207  HISTORY     - 1918     MONUMENTED       CGS
 AW0207  HISTORY     - 1973     GOOD             NGS
 AW0207  HISTORY     - 1976     GOOD             NGS
 AW0207  HISTORY     - 1976     GOOD             NGS
 AW0207  HISTORY     - 1978     GOOD             NGS
 AW0207  HISTORY     - 1978     GOOD             NGS
 AW0207  HISTORY     - 1983     GOOD             NGS
 AW0207  HISTORY     - 1984     GOOD             USPSQD
 AW0207  HISTORY     - 1986     GOOD             NGS
 AW0207  HISTORY     - 1987     GOOD             USPSQD
 AW0207  HISTORY     - 1987     GOOD             USPSQD
 AW0207  HISTORY     - 1987     GOOD             USPSQD
 AW0207  HISTORY     - 1987     GOOD             USPSQD
 AW0207  HISTORY     - 19870601 GOOD             USPSQD
 AW0207  HISTORY     - 1989     GOOD             USPSQD
 AW0207  HISTORY     - 1989     GOOD             USPSQD
 AW0207  HISTORY     - 20040515 GOOD             USPSQD
 AW0207  HISTORY     - 20050705 GOOD             USPSQD
 AW0207
 AW0207                          STATION DESCRIPTION
 AW0207
 AW0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0207'IN HOUSTON.
 AW0207'AT HOUSTON, AT THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE
 AW0207'RAILROAD AND SAMPSON STREET, AT THE WADDELL FURNITURE WAREHOUSE AT THE
 AW0207'800 BLOCK OF SAMPSON STREET, SET VERTICALLY IN THE SOUTHWEST BRICK
 AW0207'WALL OF THE WAREHOUSE, 4.2 FEET NORTHWEST OF THE SOUTH CORNER OF THE
 AW0207'WAREHOUSE, 34.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 AW0207'TRACK, 43.5 FEET NORTHWEST OF THE CENTER LINE OF THE STREET, AND ABOUT
 AW0207'2.5 FEET ABOVE THE GROUND.
 AW0207
 AW0207                          STATION RECOVERY (1976)
 AW0207
 AW0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (1976)
 AW0207
 AW0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (1978)
 AW0207
 AW0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (1978)
 AW0207
 AW0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (1983)
 AW0207
 AW0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (1984)
 AW0207
 AW0207'RECOVERY NOTE BY US POWER SQUADRON 1984
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (1986)
 AW0207
 AW0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (1987)
 AW0207
 AW0207'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLD)
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (1987)
 AW0207
 AW0207'RECOVERY NOTE BY US POWER SQUADRON 1987 (GLB)
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (1987)
 AW0207
 AW0207'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (1987)
 AW0207
 AW0207'RECOVERY NOTE BY US POWER SQUADRON 1987 (EWG)
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (1987)
 AW0207
 AW0207'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (1989)
 AW0207
 AW0207'RECOVERY NOTE BY US POWER SQUADRON 1989 (OGR)
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (1989)
 AW0207
 AW0207'RECOVERY NOTE BY US POWER SQUADRON 1989 (LC)
 AW0207'RECOVERED IN GOOD CONDITION.
 AW0207
 AW0207                          STATION RECOVERY (2004)
 AW0207
 AW0207'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0207'THE WAREHOUSE IS NO LONGER USED. THE BUILDING IS EMPTY AND IN NEED OF
 AW0207'REPAIR.THE MARK IS STILL BEING USED BY SURVEYERS AS IT HAS PINK PAINT
 AW0207'ON IT.
 AW0207
 AW0207                          STATION RECOVERY (2005)
 AW0207
 AW0207'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0360 ***********************************************************************
 FM0360  DESIGNATION -  L 540
 FM0360  PID         -  FM0360
 FM0360  STATE/COUNTY-  TX/RANDALL
 FM0360  USGS QUAD   -  BIVINS LAKE (1984)
 FM0360
 FM0360                         *CURRENT SURVEY CONTROL
 FM0360  ___________________________________________________________________
 FM0360* NAD 83(1986)-  35 06 38.     (N)    102 03 51.     (W)     SCALED    
 FM0360* NAVD 88     -      1143.779  (meters)    3752.55   (feet)  ADJUSTED  
 FM0360  ___________________________________________________________________
 FM0360  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 FM0360  DYNAMIC HT  -        1142.385 (meters)    3747.97  (feet)  COMP
 FM0360  MODELED GRAV-     979,376.2   (mgal)                       NAVD 88
 FM0360
 FM0360  VERT ORDER  -  SECOND    CLASS 0
 FM0360
 FM0360.The horizontal coordinates were scaled from a topographic map and have
 FM0360.an estimated accuracy of +/- 6 seconds.
 FM0360
 FM0360.The orthometric height was determined by differential leveling
 FM0360.and adjusted by the National Geodetic Survey in June 1991..
 FM0360
 FM0360.The geoid height was determined by GEOID03.
 FM0360
 FM0360.The dynamic height is computed by dividing the NAVD 88
 FM0360.geopotential number by the normal gravity value computed on the
 FM0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0360.degrees latitude (g = 980.6199 gals.).
 FM0360
 FM0360.The modeled gravity was interpolated from observed gravity values.
 FM0360
 FM0360;                    North         East    Units  Estimated Accuracy
 FM0360;SPC TX N     - 1,123,350.      148,570.      MT  (+/- 180 meters Scaled)
 FM0360
 FM0360                          SUPERSEDED SURVEY CONTROL
 FM0360
 FM0360  NGVD 29 (??/??/92) 1143.274  (m)         3750.89   (f) ADJ UNCH    2 0
 FM0360
 FM0360.Superseded values are not recommended for survey control.
 FM0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0360.See file dsdata.txt to determine how the superseded data were derived.
 FM0360
 FM0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU675892(NAD 83)
 FM0360_MARKER: DB = BENCH MARK DISK
 FM0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0360_STAMPING: L 540 1935
 FM0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0360+STABILITY: SURFACE MOTION
 FM0360
 FM0360  HISTORY     - Date     Condition        Report By
 FM0360  HISTORY     - 1935     MONUMENTED       CGS
 FM0360  HISTORY     - 1961     MARK NOT FOUND   USGS
 FM0360  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0360
 FM0360                          STATION DESCRIPTION
 FM0360
 FM0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0360'5.6 MI S FROM BUSHLAND.
 FM0360'IN RANDALL COUNTY, 5.6 MILES SOUTH ALONG THE UMBARGER ROAD FROM THE
 FM0360'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT BUSHLAND, POTTER
 FM0360'COUNTY, 0.4 MILE SOUTH OF A T-ROAD INTERSECTION, 161 FEET SOUTHEAST OF
 FM0360'A DRY LAKE BED, AT A WIDE AREA OF LOW LAND, 33 FEET WEST OF THE
 FM0360'CENTERLINE OF THE ROAD, AT THE JUNCTION OF A FENCE FROM THE WEST AND
 FM0360'THE RIGHT-OF-WAY FENCE, 10.3 FEET SOUTH OF THE FENCE CORNER, 1.7 FEET
 FM0360'WEST OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 FM0360
 FM0360                          STATION RECOVERY (1961)
 FM0360
 FM0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FM0360'MARK NOT FOUND.
 FM0360
 FM0360                          STATION RECOVERY (1980)
 FM0360
 FM0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0727 ***********************************************************************
 FL0727  DESIGNATION -  L 541
 FL0727  PID         -  FL0727
 FL0727  STATE/COUNTY-  TX/ROBERTS
 FL0727  USGS QUAD   -  ADOBE CREEK SE (1971)
 FL0727
 FL0727                         *CURRENT SURVEY CONTROL
 FL0727  ___________________________________________________________________
 FL0727* NAD 83(1986)-  35 45 13.     (N)    101 00 56.     (W)     SCALED    
 FL0727* NAVD 88     -       929.282  (meters)    3048.82   (feet)  ADJUSTED  
 FL0727  ___________________________________________________________________
 FL0727  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 FL0727  DYNAMIC HT  -         928.250 (meters)    3045.43  (feet)  COMP
 FL0727  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 FL0727
 FL0727  VERT ORDER  -  SECOND    CLASS 0
 FL0727
 FL0727.The horizontal coordinates were scaled from a topographic map and have
 FL0727.an estimated accuracy of +/- 6 seconds.
 FL0727
 FL0727.The orthometric height was determined by differential leveling
 FL0727.and adjusted by the National Geodetic Survey in June 1991..
 FL0727
 FL0727.The geoid height was determined by GEOID03.
 FL0727
 FL0727.The dynamic height is computed by dividing the NAVD 88
 FL0727.geopotential number by the normal gravity value computed on the
 FL0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0727.degrees latitude (g = 980.6199 gals.).
 FL0727
 FL0727.The modeled gravity was interpolated from observed gravity values.
 FL0727
 FL0727;                    North         East    Units  Estimated Accuracy
 FL0727;SPC TX N     - 1,194,650.      243,810.      MT  (+/- 180 meters Scaled)
 FL0727
 FL0727                          SUPERSEDED SURVEY CONTROL
 FL0727
 FL0727  NGVD 29 (??/??/92)  928.852  (m)         3047.41   (f) ADJ UNCH    2 0
 FL0727
 FL0727.Superseded values are not recommended for survey control.
 FL0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0727.See file dsdata.txt to determine how the superseded data were derived.
 FL0727
 FL0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE177584(NAD 83)
 FL0727_MARKER: DB = BENCH MARK DISK
 FL0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0727_STAMPING: L 541 1935
 FL0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0727+STABILITY: SURFACE MOTION
 FL0727
 FL0727  HISTORY     - Date     Condition        Report By
 FL0727  HISTORY     - 1935     MONUMENTED       CGS
 FL0727  HISTORY     - 1948     GOOD             LOCENG
 FL0727
 FL0727                          STATION DESCRIPTION
 FL0727
 FL0727'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 FL0727'18.1 MI N FROM PAMPA.
 FL0727'IN ROBERTS COUNTY, 18.1 MILES NORTH OF PAMPA, GRAY COUNTY.  THIS BENCH
 FL0727'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 7.4 MILES NORTH, 2.0
 FL0727'MILES WEST, AND 0.8 MILE NORTH ALONG GRADED ROADS AND THENCE 7.9 MILES
 FL0727'NORTHWEST ALONG A TRAIL.  IT IS 1.7 MILES NORTH OF THE ENTRANCE TO A
 FL0727'RANCH HOUSE, AT THE TOP OF A HILL, 34.8 FEET SOUTH OF THE CENTERLINE
 FL0727'OF THE TRAIL, AND 12.6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A
 FL0727'STANDARD DISK, STAMPED L 541 1935 AND SET IN THE TOP OF A CONCRETE
 FL0727'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0766 ***********************************************************************
 FL0766  DESIGNATION -  L 542
 FL0766  PID         -  FL0766
 FL0766  STATE/COUNTY-  TX/HUTCHINSON
 FL0766  USGS QUAD   -  PHILLIPS (1978)
 FL0766
 FL0766                         *CURRENT SURVEY CONTROL
 FL0766  ___________________________________________________________________
 FL0766* NAD 83(1986)-  35 43 06.     (N)    101 17 39.     (W)     SCALED    
 FL0766* NAVD 88     -       912.853  (meters)    2994.92   (feet)  ADJUSTED  
 FL0766  ___________________________________________________________________
 FL0766  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 FL0766  DYNAMIC HT  -         911.834 (meters)    2991.58  (feet)  COMP
 FL0766  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 FL0766
 FL0766  VERT ORDER  -  SECOND    CLASS 0
 FL0766
 FL0766.The horizontal coordinates were scaled from a topographic map and have
 FL0766.an estimated accuracy of +/- 6 seconds.
 FL0766
 FL0766.The orthometric height was determined by differential leveling
 FL0766.and adjusted by the National Geodetic Survey in June 1991..
 FL0766
 FL0766.The geoid height was determined by GEOID03.
 FL0766
 FL0766.The dynamic height is computed by dividing the NAVD 88
 FL0766.geopotential number by the normal gravity value computed on the
 FL0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0766.degrees latitude (g = 980.6199 gals.).
 FL0766
 FL0766.The modeled gravity was interpolated from observed gravity values.
 FL0766
 FL0766;                    North         East    Units  Estimated Accuracy
 FL0766;SPC TX N     - 1,190,650.      218,620.      MT  (+/- 180 meters Scaled)
 FL0766
 FL0766                          SUPERSEDED SURVEY CONTROL
 FL0766
 FL0766  NGVD 29 (??/??/92)  912.406  (m)         2993.45   (f) ADJ UNCH    2 0
 FL0766
 FL0766.Superseded values are not recommended for survey control.
 FL0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0766.See file dsdata.txt to determine how the superseded data were derived.
 FL0766
 FL0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE924551(NAD 83)
 FL0766_MARKER: DB = BENCH MARK DISK
 FL0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0766_STAMPING: L 542 1935
 FL0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0766+STABILITY: SURFACE MOTION
 FL0766
 FL0766  HISTORY     - Date     Condition        Report By
 FL0766  HISTORY     - 1935     MONUMENTED       CGS
 FL0766  HISTORY     - 1953     GOOD             NGS
 FL0766
 FL0766                          STATION DESCRIPTION
 FL0766
 FL0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 FL0766'4.9 MI SW FROM PLEMONS.
 FL0766'4.9 MILES SOUTHWEST ALONG A ROAD FROM THE POST OFFICE AT PLEMONS,
 FL0766'THENCE 5.2 MILES SOUTHEAST ALONG A TRAIL AND ROAD.  5.2 MILES
 FL0766'SOUTHEAST OF AN OLD BRIDGE OVER CANADIAN RIVER, OUTSIDE OF A CURVE, AT
 FL0766'A T-TRAIL JUNCTION, 49.7 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 FL0766'AND 10.7 FEET NORTH OF A SIGNPOST.  A STANDARD DISK, STAMPED L 542
 FL0766'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0573 ***********************************************************************
 FL0573  DESIGNATION -  L 543
 FL0573  PID         -  FL0573
 FL0573  STATE/COUNTY-  TX/ROBERTS
 FL0573  USGS QUAD   -  MIAMI (1972)
 FL0573
 FL0573                         *CURRENT SURVEY CONTROL
 FL0573  ___________________________________________________________________
 FL0573* NAD 83(1986)-  35 44 15.     (N)    100 41 07.     (W)     SCALED    
 FL0573* NAVD 88     -       931.496  (meters)    3056.08   (feet)  ADJUSTED  
 FL0573  ___________________________________________________________________
 FL0573  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 FL0573  DYNAMIC HT  -         930.464 (meters)    3052.70  (feet)  COMP
 FL0573  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 FL0573
 FL0573  VERT ORDER  -  SECOND    CLASS 0
 FL0573
 FL0573.The horizontal coordinates were scaled from a topographic map and have
 FL0573.an estimated accuracy of +/- 6 seconds.
 FL0573
 FL0573.The orthometric height was determined by differential leveling
 FL0573.and adjusted by the National Geodetic Survey in June 1991..
 FL0573
 FL0573.The geoid height was determined by GEOID03.
 FL0573
 FL0573.The dynamic height is computed by dividing the NAVD 88
 FL0573.geopotential number by the normal gravity value computed on the
 FL0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0573.degrees latitude (g = 980.6199 gals.).
 FL0573
 FL0573.The modeled gravity was interpolated from observed gravity values.
 FL0573
 FL0573;                    North         East    Units  Estimated Accuracy
 FL0573;SPC TX N     - 1,193,060.      273,700.      MT  (+/- 180 meters Scaled)
 FL0573
 FL0573                          SUPERSEDED SURVEY CONTROL
 FL0573
 FL0573  NGVD 29 (??/??/92)  931.093  (m)         3054.76   (f) ADJ UNCH    2 0
 FL0573
 FL0573.Superseded values are not recommended for survey control.
 FL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0573.See file dsdata.txt to determine how the superseded data were derived.
 FL0573
 FL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE476561(NAD 83)
 FL0573_MARKER: DB = BENCH MARK DISK
 FL0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0573_STAMPING: L 543 1935
 FL0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0573+STABILITY: SURFACE MOTION
 FL0573
 FL0573  HISTORY     - Date     Condition        Report By
 FL0573  HISTORY     - 1935     MONUMENTED       CGS
 FL0573  HISTORY     - 1971     POOR             USGS
 FL0573
 FL0573                          STATION DESCRIPTION
 FL0573
 FL0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0573'4.8 MI NW FROM MIAMI.
 FL0573'4.8 MILES NORTHWEST ALONG A GRADED ROAD FROM THE POST OFFICE AT MIAMI,
 FL0573'0.3 MILE WEST OF A ROAD JINCTION, AT THE TOP OF A HILL, 42.4 FEET
 FL0573'SOUTH OF THE CENTERLINE OF THE ROAD, 3.7 FEET WEST OF THE SECTION-LINE
 FL0573'FENCE, AND 2.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FL0573'STAMPED L 543 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FL0573
 FL0573                          STATION RECOVERY (1971)
 FL0573
 FL0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0573'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0550 ***********************************************************************
 FL0550  DESIGNATION -  L 544
 FL0550  PID         -  FL0550
 FL0550  STATE/COUNTY-  TX/ROBERTS
 FL0550  USGS QUAD   -  HORSE CREEK SOUTH (1972)
 FL0550
 FL0550                         *CURRENT SURVEY CONTROL
 FL0550  ___________________________________________________________________
 FL0550* NAD 83(1986)-  35 49 44.     (N)    100 44 37.     (W)     SCALED    
 FL0550* NAVD 88     -       896.951  (meters)    2942.75   (feet)  ADJUSTED  
 FL0550  ___________________________________________________________________
 FL0550  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 FL0550  DYNAMIC HT  -         895.970 (meters)    2939.53  (feet)  COMP
 FL0550  MODELED GRAV-     979,509.3   (mgal)                       NAVD 88
 FL0550
 FL0550  VERT ORDER  -  SECOND    CLASS 0
 FL0550
 FL0550.The horizontal coordinates were scaled from a topographic map and have
 FL0550.an estimated accuracy of +/- 6 seconds.
 FL0550
 FL0550.The orthometric height was determined by differential leveling
 FL0550.and adjusted by the National Geodetic Survey in June 1991..
 FL0550
 FL0550.The geoid height was determined by GEOID03.
 FL0550
 FL0550.The dynamic height is computed by dividing the NAVD 88
 FL0550.geopotential number by the normal gravity value computed on the
 FL0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0550.degrees latitude (g = 980.6199 gals.).
 FL0550
 FL0550.The modeled gravity was interpolated from observed gravity values.
 FL0550
 FL0550;                    North         East    Units  Estimated Accuracy
 FL0550;SPC TX N     - 1,203,160.      268,340.      MT  (+/- 180 meters Scaled)
 FL0550
 FL0550                          SUPERSEDED SURVEY CONTROL
 FL0550
 FL0550  NGVD 29 (??/??/92)  896.564  (m)         2941.48   (f) ADJ UNCH    2 0
 FL0550
 FL0550.Superseded values are not recommended for survey control.
 FL0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0550.See file dsdata.txt to determine how the superseded data were derived.
 FL0550
 FL0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE425663(NAD 83)
 FL0550_MARKER: DB = BENCH MARK DISK
 FL0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0550_STAMPING: L 544 1935
 FL0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0550+STABILITY: SURFACE MOTION
 FL0550
 FL0550  HISTORY     - Date     Condition        Report By
 FL0550  HISTORY     - 1935     MONUMENTED       CGS
 FL0550  HISTORY     - 1971     MARK NOT FOUND   USGS
 FL0550
 FL0550                          STATION DESCRIPTION
 FL0550
 FL0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0550'13.5 MI NE FROM MIAMI.
 FL0550'13.5 MILES NORTHWEST ALONG A GRADED ROAD AND A TRAIL FROM THE POST
 FL0550'OFFICE AT MIAMI, 2.1 MILES NORTH OF A LEFT TURN, 1.2 MILES NORTH OF
 FL0550'THE SEVEN BAR RANCH, 37.8 FEET WEST OF THE CENTERLINE OF THE TRAIL,
 FL0550'25.2 FEET WEST OF A GATEPOST, AND 2.5 FEET NORTH OF THE EAST-AND-WEST
 FL0550'SECTION-LINE FENCE.  A STANDARD DISK, STAMPED L 544 1935 AND SET IN
 FL0550'THE TOP OF A CONCRETE POST.
 FL0550
 FL0550                          STATION RECOVERY (1971)
 FL0550
 FL0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FL0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0844 ***********************************************************************
 FL0844  DESIGNATION -  L 545
 FL0844  PID         -  FL0844
 FL0844  STATE/COUNTY-  TX/CARSON
 FL0844  USGS QUAD   -  SKELLYTOWN (1978)
 FL0844
 FL0844                         *CURRENT SURVEY CONTROL
 FL0844  ___________________________________________________________________
 FL0844* NAD 83(1986)-  35 30 58.     (N)    101 14 31.     (W)     SCALED    
 FL0844* NAVD 88     -      1012.463  (meters)    3321.72   (feet)  ADJUSTED  
 FL0844  ___________________________________________________________________
 FL0844  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL0844  DYNAMIC HT  -        1011.323 (meters)    3317.98  (feet)  COMP
 FL0844  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 FL0844
 FL0844  VERT ORDER  -  SECOND    CLASS 0
 FL0844
 FL0844.The horizontal coordinates were scaled from a topographic map and have
 FL0844.an estimated accuracy of +/- 6 seconds.
 FL0844
 FL0844.The orthometric height was determined by differential leveling
 FL0844.and adjusted by the National Geodetic Survey in June 1991..
 FL0844
 FL0844.The geoid height was determined by GEOID03.
 FL0844
 FL0844.The dynamic height is computed by dividing the NAVD 88
 FL0844.geopotential number by the normal gravity value computed on the
 FL0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0844.degrees latitude (g = 980.6199 gals.).
 FL0844
 FL0844.The modeled gravity was interpolated from observed gravity values.
 FL0844
 FL0844;                    North         East    Units  Estimated Accuracy
 FL0844;SPC TX N     - 1,168,220.      223,410.      MT  (+/- 180 meters Scaled)
 FL0844
 FL0844                          SUPERSEDED SURVEY CONTROL
 FL0844
 FL0844  NGVD 29 (??/??/92) 1011.96   (m)         3320.1    (f) COMPUTED    2 0
 FL0844
 FL0844.Superseded values are not recommended for survey control.
 FL0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0844.See file dsdata.txt to determine how the superseded data were derived.
 FL0844
 FL0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKE966325(NAD 83)
 FL0844_MARKER: DB = BENCH MARK DISK
 FL0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0844_STAMPING: L 545 1935
 FL0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0844+STABILITY: SURFACE MOTION
 FL0844
 FL0844  HISTORY     - Date     Condition        Report By
 FL0844  HISTORY     - 1935     MONUMENTED       CGS
 FL0844
 FL0844                          STATION DESCRIPTION
 FL0844
 FL0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0844'5.0 MI N FROM WHITE DEER.
 FL0844'5.0 MILES NORTH ALONG STATE HIGHWAY 117 FROM THE POST OFFICE AT WHITE
 FL0844'DEER, CARSON COUNTY, 3.2 MILES WEST ALONG A TRAIL AND LINE.  0.7 MILE
 FL0844'EAST OF A ROAD JUNCTION, NEAR A CITIES SERVICE GAGING STATION AND
 FL0844'PIPE-LINE UNDERPASS, 85.4 FEET SOUTHWEST OF THE PIPE-LINE DITCH, 24.5
 FL0844'FEET SOUTH OF THE CENTERLINE OF THE TRAIL, AND 1.5 FEET NORTH OF THE
 FL0844'FENCE.  A STANDARD DISK, STAMPED L 545 1935 AND SET IN THE TOP OF A
 FL0844'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0085 ***********************************************************************
 FL0085  DESIGNATION -  L 546
 FL0085  PID         -  FL0085
 FL0085  STATE/COUNTY-  TX/HEMPHILL
 FL0085  USGS QUAD   -  YOUNG RANCH (1967)
 FL0085
 FL0085                         *CURRENT SURVEY CONTROL
 FL0085  ___________________________________________________________________
 FL0085* NAD 83(1986)-  35 39 41.     (N)    100 27 04.     (W)     SCALED    
 FL0085* NAVD 88     -       881.798  (meters)    2893.03   (feet)  ADJUSTED  
 FL0085  ___________________________________________________________________
 FL0085  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 FL0085  DYNAMIC HT  -         880.830 (meters)    2889.86  (feet)  COMP
 FL0085  MODELED GRAV-     979,505.9   (mgal)                       NAVD 88
 FL0085
 FL0085  VERT ORDER  -  SECOND    CLASS 0
 FL0085
 FL0085.The horizontal coordinates were scaled from a topographic map and have
 FL0085.an estimated accuracy of +/- 6 seconds.
 FL0085
 FL0085.The orthometric height was determined by differential leveling
 FL0085.and adjusted by the National Geodetic Survey in June 1991..
 FL0085
 FL0085.The geoid height was determined by GEOID03.
 FL0085
 FL0085.The dynamic height is computed by dividing the NAVD 88
 FL0085.geopotential number by the normal gravity value computed on the
 FL0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0085.degrees latitude (g = 980.6199 gals.).
 FL0085
 FL0085.The modeled gravity was interpolated from observed gravity values.
 FL0085
 FL0085;                    North         East    Units  Estimated Accuracy
 FL0085;SPC TX N     - 1,184,810.      294,970.      MT  (+/- 180 meters Scaled)
 FL0085
 FL0085                          SUPERSEDED SURVEY CONTROL
 FL0085
 FL0085  NGVD 29 (??/??/92)  881.432  (m)         2891.83   (f) ADJ UNCH    2 0
 FL0085
 FL0085.Superseded values are not recommended for survey control.
 FL0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0085.See file dsdata.txt to determine how the superseded data were derived.
 FL0085
 FL0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE686473(NAD 83)
 FL0085_MARKER: DB = BENCH MARK DISK
 FL0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0085_STAMPING: L 546 1935
 FL0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0085+STABILITY: SURFACE MOTION
 FL0085
 FL0085  HISTORY     - Date     Condition        Report By
 FL0085  HISTORY     - 1935     MONUMENTED       CGS
 FL0085  HISTORY     - 1968     GOOD             USGS
 FL0085
 FL0085                          STATION DESCRIPTION
 FL0085
 FL0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0085'10.5 MI NW FROM GAGEBY.
 FL0085'TO REACH FROM POST OFFICE AT GAGEBY GO 2.0 MILES WEST ALONG GRADED
 FL0085'ROAD, THENCE 1.0 MILES NORTH ALONG U.S. HIGHWAY NO. 83, THENCE 7.5
 FL0085'MILES WEST ALONG GRADED ROAD.  4.2 MILES SOUTH OF LONE STAR DISTRICT
 FL0085'NO. 7 SCHOOL BUILDING, 7.9 MILES SOUTH OF U.S. HIGHWAY NO. 60, ABOUT
 FL0085'550 FEET NORTHEAST OF RANCH HOUSE, AT TOP OF HILL NEAR TELEPHONE POLE.
 FL0085'43.2 FEET EAST OF CENTERLINE OF ROAD, 17.0 FEET EAST OF RIGHT OF WAY
 FL0085'FENCE, AND 4.6 FEET SOUTH OF TELEPHONE POLE.
 FL0085
 FL0085                          STATION RECOVERY (1968)
 FL0085
 FL0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FL0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0535 ***********************************************************************
 FL0535  DESIGNATION -  L 547
 FL0535  PID         -  FL0535
 FL0535  STATE/COUNTY-  TX/GRAY
 FL0535  USGS QUAD   -  HOOVER (1967)
 FL0535
 FL0535                         *CURRENT SURVEY CONTROL
 FL0535  ___________________________________________________________________
 FL0535* NAD 83(1986)-  35 32 02.     (N)    100 45 28.     (W)     SCALED    
 FL0535* NAVD 88     -       950.664  (meters)    3118.97   (feet)  ADJUSTED  
 FL0535  ___________________________________________________________________
 FL0535  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 FL0535  DYNAMIC HT  -         949.623 (meters)    3115.55  (feet)  COMP
 FL0535  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 FL0535
 FL0535  VERT ORDER  -  SECOND    CLASS 0
 FL0535
 FL0535.The horizontal coordinates were scaled from a topographic map and have
 FL0535.an estimated accuracy of +/- 6 seconds.
 FL0535
 FL0535.The orthometric height was determined by differential leveling
 FL0535.and adjusted by the National Geodetic Survey in June 1991..
 FL0535
 FL0535.The geoid height was determined by GEOID03.
 FL0535
 FL0535.The dynamic height is computed by dividing the NAVD 88
 FL0535.geopotential number by the normal gravity value computed on the
 FL0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0535.degrees latitude (g = 980.6199 gals.).
 FL0535
 FL0535.The modeled gravity was interpolated from observed gravity values.
 FL0535
 FL0535;                    North         East    Units  Estimated Accuracy
 FL0535;SPC TX N     - 1,170,420.      267,310.      MT  (+/- 180 meters Scaled)
 FL0535
 FL0535                          SUPERSEDED SURVEY CONTROL
 FL0535
 FL0535  NGVD 29 (??/??/92)  950.266  (m)         3117.66   (f) ADJ UNCH    2 0
 FL0535
 FL0535.Superseded values are not recommended for survey control.
 FL0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0535.See file dsdata.txt to determine how the superseded data were derived.
 FL0535
 FL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE406336(NAD 83)
 FL0535_MARKER: DB = BENCH MARK DISK
 FL0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0535_STAMPING: L 547 1935
 FL0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0535+STABILITY: SURFACE MOTION
 FL0535
 FL0535  HISTORY     - Date     Condition        Report By
 FL0535  HISTORY     - 1935     MONUMENTED       CGS
 FL0535  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0535
 FL0535                          STATION DESCRIPTION
 FL0535
 FL0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FL0535'9.2 MI NE FROM LEFORS.
 FL0535'TO REACH FROM LEFORS POST OFFICE GO 1.6 MILES SOUTHEAST, THENCE 0.4
 FL0535'MILE EAST, THENCE 7.2 MILE NORTH ALONG GRADED ROADS.  1.0 MILE SOUTH
 FL0535'AND 1.0 MILE EAST OF POINT WHERE GRADED ROAD CROSSES A.T. AND S.F.
 FL0535'R.R. TRACKS, AT ROAD INTERSECTION.  65.6 FEET NORTHWEST OF CENTER OF
 FL0535'INTERSECTION, 30.2 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, 29.1
 FL0535'FEET NORTH OF CENTERLINE OF EAST-WEST ROAD, AND 2.1 FEET NORTH OF
 FL0535'RIGHT OF WAY FENCE.  NOTE-- ROAD WORK IN AREA.
 FL0535
 FL0535                          STATION RECOVERY (1966)
 FL0535
 FL0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0541 ***********************************************************************
 FL0541  FBN         -  This is a Federal Base Network Control Station.
 FL0541  DESIGNATION -  L 550 RESET
 FL0541  PID         -  FL0541
 FL0541  STATE/COUNTY-  TX/GRAY
 FL0541  USGS QUAD   -  TOTTY SCHOOL (1967)
 FL0541
 FL0541                         *CURRENT SURVEY CONTROL
 FL0541  ___________________________________________________________________
 FL0541* NAD 83(1993)-  35 31 02.01212(N)    100 35 35.61608(W)     ADJUSTED  
 FL0541* NAVD 88     -       893.85   (meters)    2932.6    (feet)  RESET     
 FL0541  ___________________________________________________________________
 FL0541  X           -    -955,576.421 (meters)                     COMP
 FL0541  Y           -  -5,109,417.957 (meters)                     COMP
 FL0541  Z           -   3,685,227.628 (meters)                     COMP
 FL0541  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 FL0541  ELLIP HEIGHT-         867.37  (meters)          (05/01/00) GPS OBS
 FL0541  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 FL0541
 FL0541  HORZ ORDER  -  B
 FL0541  VERT ORDER  -  THIRD
 FL0541  ELLP ORDER  -  THIRD     CLASS I
 FL0541
 FL0541.The horizontal coordinates were established by GPS observations
 FL0541.and adjusted by the National Geodetic Survey in May 1994..
 FL0541
 FL0541.The orthometric height was computed from unverified reset data.
 FL0541
 FL0541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FL0541
 FL0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 FL0541
 FL0541.The ellipsoidal height was determined by GPS observations
 FL0541.and is referenced to NAD 83.
 FL0541
 FL0541.The geoid height was determined by GEOID03.
 FL0541
 FL0541;                    North         East     Units Scale Factor Converg.
 FL0541;SPC TX N     - 1,168,693.307   282,245.062   MT  0.99991237   +0 31 31.8
 FL0541;SPC TX N     - 3,834,287.96    925,999.01   sFT  0.99991237   +0 31 31.8
 FL0541;UTM  14      - 3,931,570.962   355,530.084   MT  0.99985721   -0 55 32.7
 FL0541
 FL0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FL0541!SPC TX N     -   0.99986388  x   0.99991237  =   0.99977626
 FL0541!UTM  14      -   0.99986388  x   0.99985721  =   0.99972111
 FL0541
 FL0541                          SUPERSEDED SURVEY CONTROL
 FL0541
 FL0541  ELLIP H (05/09/94)  867.36   (m)                       GP(       ) 4 2
 FL0541  NAVD 88 (07/24/98)  893.85   (m)         2932.6    (f) LEVELING    3  
 FL0541
 FL0541.Superseded values are not recommended for survey control.
 FL0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0541.See file dsdata.txt to determine how the superseded data were derived.
 FL0541
 FL0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE5553031571(NAD 83)
 FL0541_MARKER: DB = BENCH MARK DISK
 FL0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0541_SP_SET: CONCRETE POST
 FL0541_STAMPING: L 550 RESET 1968
 FL0541_MARK LOGO: CGS   
 FL0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 FL0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0541+STABILITY: SURFACE MOTION
 FL0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FL0541+SATELLITE: SATELLITE OBSERVATIONS - December 07, 1999
 FL0541
 FL0541  HISTORY     - Date     Condition        Report By
 FL0541  HISTORY     - 1968     MONUMENTED       CGS
 FL0541  HISTORY     - 19930224 GOOD             NGS
 FL0541  HISTORY     - 19980126 GOOD             NGS
 FL0541  HISTORY     - 19991207 GOOD             NGS
 FL0541
 FL0541                          STATION DESCRIPTION
 FL0541
 FL0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FL0541'3 MI E FROM LAKETON.
 FL0541'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 152 FROM THE JUNCTION OF F.
 FL0541'M. HIGHWAY 748 AT LAKETON TO SITE OF BENCH MARK, 60 FEET WEST OF
 FL0541'CENTER LINE OF F.M. ROAD 2857, 138 FEET SOUTH OF CENTER LINE OF STATE
 FL0541'HIGHWAY 152, 63  FEET NORTH OF A POWER LINE POLE, 1 FOOT EAST OF THE
 FL0541'RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A METAL WITNESS POST AND AT TEXAS
 FL0541'HIGHWAY DEPARTMENT STATION 396 + 52.  A C AND GS BENCH MARK DISK SET
 FL0541'IN A 12 X 12 IN. CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE SURFACE
 FL0541'OF GROUND.
 FL0541
 FL0541                          STATION RECOVERY (1993)
 FL0541
 FL0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FL0541'STATION IS LOCATED ABOUT 34 KM (21.10 MI) EAST OF PAMPA, 14 KM
 FL0541'(8.70 MI) WEST-SOUTHWEST OF NEW MOBEETIE, 13 KM (8.05 MI)
 FL0541'SOUTH-SOUTHWEST OF THE GRAY-WHEELER-ROBERTS-HEMPHILL COUNTIES JUNCTION
 FL0541'CORNER, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAY 152
 FL0541'AND RANCH ROAD 2857, ON THE RIGHT-OF-WAY OF ROAD 2857.
 FL0541'OWNERSHIP--TEXAS DEPARTMENT OF TRANSPORTATION.
 FL0541'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAYS 70
 FL0541'AND 152 ON THE SOUTH SIDE OF PAMPA, GO EAST ON HIGHWAYS 60 AND 152
 FL0541'FOR 12.09 KM (7.50 MI) TO A FORK.  BEAR RIGHT, EAST, ON HIGHWAY 152
 FL0541'FOR 19.55 KM (12.15 MI) TO FARM ROAD 748 ON THE LEFT AT LAKETON.
 FL0541'CONTINUE AHEAD FOR 4.89 KM (3.05 MI) TO ROAD 2857 AND THE STATION ON
 FL0541'THE RIGHT.
 FL0541'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 FL0541'PROJECTING 1 CM ABOVE GROUND.  IT IS 18.5 M (60.7 FT) WEST OF, AND
 FL0541'0.5 M (1.6 FT) LOWER THAN THE CENTER OF ROAD 2857, 42.1 M (138.1 FT)
 FL0541'SOUTH OF THE HIGHWAY CENTER, 3.9 M (12.8 FT) SOUTH OF A SAWED-OFF
 FL0541'UTILITY POLE FENCE CORNER POST, 0.6 M (2.0 FT) NORTH OF A METAL
 FL0541'WITNESS POST, AND 0.2 M (0.7 FT) EAST OF A WIRE FENCE.
 FL0541
 FL0541                          STATION RECOVERY (1998)
 FL0541
 FL0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 FL0541'RECOVERED AS DESCRIBED.  BY R.G. HAYES
 FL0541
 FL0541                          STATION RECOVERY (1999)
 FL0541
 FL0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 FL0541'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0926 ***********************************************************************
 FL0926  DESIGNATION -  L 551
 FL0926  PID         -  FL0926
 FL0926  STATE/COUNTY-  TX/CARSON
 FL0926  USGS QUAD   -  WHITE DEER (1965)
 FL0926
 FL0926                         *CURRENT SURVEY CONTROL
 FL0926  ___________________________________________________________________
 FL0926* NAD 83(1986)-  35 24 16.     (N)    101 10 10.     (W)     SCALED    
 FL0926* NAVD 88     -      1020.800  (meters)    3349.07   (feet)  ADJUSTED  
 FL0926  ___________________________________________________________________
 FL0926  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 FL0926  DYNAMIC HT  -        1019.639 (meters)    3345.27  (feet)  COMP
 FL0926  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 FL0926
 FL0926  VERT ORDER  -  SECOND    CLASS 0
 FL0926
 FL0926.The horizontal coordinates were scaled from a topographic map and have
 FL0926.an estimated accuracy of +/- 6 seconds.
 FL0926
 FL0926.The orthometric height was determined by differential leveling
 FL0926.and adjusted by the National Geodetic Survey in June 1991..
 FL0926
 FL0926.The geoid height was determined by GEOID03.
 FL0926
 FL0926.The dynamic height is computed by dividing the NAVD 88
 FL0926.geopotential number by the normal gravity value computed on the
 FL0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0926.degrees latitude (g = 980.6199 gals.).
 FL0926
 FL0926.The modeled gravity was interpolated from observed gravity values.
 FL0926
 FL0926;                    North         East    Units  Estimated Accuracy
 FL0926;SPC TX N     - 1,155,850.      230,020.      MT  (+/- 180 meters Scaled)
 FL0926
 FL0926                          SUPERSEDED SURVEY CONTROL
 FL0926
 FL0926  NGVD 29 (??/??/92) 1020.342  (m)         3347.57   (f) ADJ UNCH    2 0
 FL0926
 FL0926.Superseded values are not recommended for survey control.
 FL0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0926.See file dsdata.txt to determine how the superseded data were derived.
 FL0926
 FL0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE029200(NAD 83)
 FL0926_MARKER: DB = BENCH MARK DISK
 FL0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0926_STAMPING: L 551 1935
 FL0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0926+STABILITY: SURFACE MOTION
 FL0926
 FL0926  HISTORY     - Date     Condition        Report By
 FL0926  HISTORY     - 1935     MONUMENTED       CGS
 FL0926  HISTORY     - 1954     MARK NOT FOUND   NGS
 FL0926
 FL0926                          STATION DESCRIPTION
 FL0926
 FL0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FL0926'2.0 MI S FROM WHITE DEER.
 FL0926'2.0 MILES SOUTH ALONG A GRADED ROAD FROM THE POST OFFICE AT WHITE
 FL0926'DEER, CARSON COUNTY, 198 FEET NORTH OF A WHITE FARMHOUSE, 39 FEET WEST
 FL0926'OF THE CENTERLINE OF THE GRADED ROAD, 15.6 FEET NORTH OF A CORNER
 FL0926'POST, AND 6.1 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 FL0926'STAMPED L 551 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0277 ***********************************************************************
 FL0277  DESIGNATION -  L 554
 FL0277  PID         -  FL0277
 FL0277  STATE/COUNTY-  TX/WHEELER
 FL0277  USGS QUAD   -  WHEELER SE (1976)
 FL0277
 FL0277                         *CURRENT SURVEY CONTROL
 FL0277  ___________________________________________________________________
 FL0277* NAD 83(1986)-  35 16 11.     (N)    100 20 35.     (W)     SCALED    
 FL0277* NAVD 88     -       737.935  (meters)    2421.04   (feet)  ADJUSTED  
 FL0277  ___________________________________________________________________
 FL0277  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FL0277  DYNAMIC HT  -         737.164 (meters)    2418.51  (feet)  COMP
 FL0277  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 FL0277
 FL0277  VERT ORDER  -  SECOND    CLASS 0
 FL0277
 FL0277.The horizontal coordinates were scaled from a topographic map and have
 FL0277.an estimated accuracy of +/- 6 seconds.
 FL0277
 FL0277.The orthometric height was determined by differential leveling
 FL0277.and adjusted by the National Geodetic Survey in June 1991..
 FL0277
 FL0277.The geoid height was determined by GEOID03.
 FL0277
 FL0277.The dynamic height is computed by dividing the NAVD 88
 FL0277.geopotential number by the normal gravity value computed on the
 FL0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0277.degrees latitude (g = 980.6199 gals.).
 FL0277
 FL0277.The modeled gravity was interpolated from observed gravity values.
 FL0277
 FL0277;                    North         East    Units  Estimated Accuracy
 FL0277;SPC TX N     - 1,141,470.      305,260.      MT  (+/- 180 meters Scaled)
 FL0277
 FL0277                          SUPERSEDED SURVEY CONTROL
 FL0277
 FL0277  NGVD 29 (??/??/92)  737.640  (m)         2420.07   (f) ADJ UNCH    2 0
 FL0277
 FL0277.Superseded values are not recommended for survey control.
 FL0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0277.See file dsdata.txt to determine how the superseded data were derived.
 FL0277
 FL0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE778037(NAD 83)
 FL0277_MARKER: DB = BENCH MARK DISK
 FL0277_SETTING: 0 = UNSPECIFIED SETTING
 FL0277_STAMPING: L 554 1935
 FL0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0277
 FL0277  HISTORY     - Date     Condition        Report By
 FL0277  HISTORY     - 1935     MONUMENTED       CGS
 FL0277  HISTORY     - 1943     GOOD             NGS
 FL0277
 FL0277                          STATION DESCRIPTION
 FL0277
 FL0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0277'3.0 MI N FROM LELA.
 FL0277'ABOUT 3.0 MILES NORTH ALONG A GRADED ROAD FROM THE POST OFFICE AT
 FL0277'LELA, WHEELER COUNTY, ABOUT 56.6 FEET SOUTHWEST OF THE CENTER OF A
 FL0277'ROAD CROSSING, 43.1 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 FL0277'WEST, 37.4 FEET WEST OF THE CENTER LINE OF THE ROAD, 8.0 FEET EAST OF
 FL0277'THE WEST RIGHT-OF-WAY FENCE, PROJECTING ABOUT 2-INCHES ABOVE THE
 FL0277'GROUND, 2.0 FEET NORTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0278 ***********************************************************************
 FL0278  DESIGNATION -  L 554 RESET 1959
 FL0278  PID         -  FL0278
 FL0278  STATE/COUNTY-  TX/WHEELER
 FL0278  USGS QUAD   -  WHEELER SE (1976)
 FL0278
 FL0278                         *CURRENT SURVEY CONTROL
 FL0278  ___________________________________________________________________
 FL0278* NAD 83(1986)-  35 16 11.     (N)    100 20 35.     (W)     SCALED    
 FL0278* NAVD 88     -       737.52   (meters)    2419.7    (feet)  RESET     
 FL0278  ___________________________________________________________________
 FL0278  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 FL0278
 FL0278  VERT ORDER  -  THIRD
 FL0278
 FL0278.The horizontal coordinates were scaled from a topographic map and have
 FL0278.an estimated accuracy of +/- 6 seconds.
 FL0278
 FL0278.The orthometric height was computed from unverified reset data.
 FL0278
 FL0278.The geoid height was determined by GEOID03.
 FL0278
 FL0278;                    North         East    Units  Estimated Accuracy
 FL0278;SPC TX N     - 1,141,470.      305,260.      MT  (+/- 180 meters Scaled)
 FL0278
 FL0278                          SUPERSEDED SURVEY CONTROL
 FL0278
 FL0278.No superseded survey control is available for this station.
 FL0278
 FL0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE778037(NAD 83)
 FL0278_MARKER: DB = BENCH MARK DISK
 FL0278_SETTING: 0 = UNSPECIFIED SETTING
 FL0278_STAMPING: L 554 RESET 1959
 FL0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FL0278
 FL0278  HISTORY     - Date     Condition        Report By
 FL0278  HISTORY     - 1959     MONUMENTED       TXHD
 FL0278
 FL0278                          STATION DESCRIPTION
 FL0278
 FL0278'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 FL0278'3.0 MI N FROM LELA.
 FL0278'THIS MARK IS LOCATED 3.0 MILES NORTH ALONG THE FARM-TO-MARKET HIGHWAY
 FL0278'NO. 1547 FROM THE POST OFFICE AT LELA, 51.5 FEET WEST OF THE CENTER OF
 FL0278'FARM-TO-MARKET HIGHWAY NO. 1547, AND 18 FEET SOUTH OF CORNER FENCE
 FL0278'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL0453 ***********************************************************************
 FL0453  DESIGNATION -  L 555
 FL0453  PID         -  FL0453
 FL0453  STATE/COUNTY-  TX/GRAY
 FL0453  USGS QUAD   -  BOWERS CITY (1976)
 FL0453
 FL0453                         *CURRENT SURVEY CONTROL
 FL0453  ___________________________________________________________________
 FL0453* NAD 83(1986)-  35 27 37.     (N)    100 58 18.     (W)     SCALED    
 FL0453* NAVD 88     -       976.614  (meters)    3204.11   (feet)  ADJUSTED  
 FL0453  ___________________________________________________________________
 FL0453  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 FL0453  DYNAMIC HT  -         975.541 (meters)    3200.59  (feet)  COMP
 FL0453  MODELED GRAV-     979,500.9   (mgal)                       NAVD 88
 FL0453
 FL0453  VERT ORDER  -  SECOND    CLASS 0
 FL0453
 FL0453.The horizontal coordinates were scaled from a topographic map and have
 FL0453.an estimated accuracy of +/- 6 seconds.
 FL0453
 FL0453.The orthometric height was determined by differential leveling
 FL0453.and adjusted by the National Geodetic Survey in June 1991..
 FL0453
 FL0453.The geoid height was determined by GEOID03.
 FL0453
 FL0453.The dynamic height is computed by dividing the NAVD 88
 FL0453.geopotential number by the normal gravity value computed on the
 FL0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL0453.degrees latitude (g = 980.6199 gals.).
 FL0453
 FL0453.The modeled gravity was interpolated from observed gravity values.
 FL0453
 FL0453;                    North         East    Units  Estimated Accuracy
 FL0453;SPC TX N     - 1,162,130.      247,950.      MT  (+/- 180 meters Scaled)
 FL0453
 FL0453                          SUPERSEDED SURVEY CONTROL
 FL0453
 FL0453  NGVD 29 (??/??/92)  976.200  (m)         3202.75   (f) ADJ UNCH    2 0
 FL0453
 FL0453.Superseded values are not recommended for survey control.
 FL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL0453.See file dsdata.txt to determine how the superseded data were derived.
 FL0453
 FL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLE210258(NAD 83)
 FL0453_MARKER: DB = BENCH MARK DISK
 FL0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL0453_STAMPING: L 555 1935
 FL0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL0453+STABILITY: SURFACE MOTION
 FL0453
 FL0453  HISTORY     - Date     Condition        Report By
 FL0453  HISTORY     - 1935     MONUMENTED       CGS
 FL0453  HISTORY     - 1943     GOOD             NGS
 FL0453  HISTORY     - 1966     MARK NOT FOUND   USGS
 FL0453
 FL0453                          STATION DESCRIPTION
 FL0453
 FL0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL0453'5.5 MI S FROM PAMPA.
 FL0453'5.5 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT PAMPA,
 FL0453'85.4 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A GRADED
 FL0453'ROAD, 79.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 28.6 FEET
 FL0453'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED L 555
 FL0453'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROAD WORK IN AREA.
 FL0453
 FL0453                          STATION RECOVERY (1966)
 FL0453
 FL0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 FL0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0725 ***********************************************************************
 BY0725  DESIGNATION -  L 556
 BY0725  PID         -  BY0725
 BY0725  STATE/COUNTY-  TX/TRINITY
 BY0725  USGS QUAD   -  WELLS SW (1980)
 BY0725
 BY0725                         *CURRENT SURVEY CONTROL
 BY0725  ___________________________________________________________________
 BY0725* NAD 83(1986)-  31 18 20.     (N)    094 59 16.     (W)     SCALED    
 BY0725* NAVD 88     -        78.85   (+/-2cm)     258.7    (feet)  VERTCON   
 BY0725  ___________________________________________________________________
 BY0725  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BY0725
 BY0725  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0725
 BY0725.The horizontal coordinates were scaled from a topographic map and have
 BY0725.an estimated accuracy of +/- 6 seconds.
 BY0725
 BY0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0725.The vertical order pertains to the NGVD 29 superseded value.
 BY0725
 BY0725.The geoid height was determined by GEOID03.
 BY0725
 BY0725;                    North         East    Units  Estimated Accuracy
 BY0725;SPC TX C     - 3,193,900.    1,208,640.      MT  (+/- 180 meters Scaled)
 BY0725
 BY0725                          SUPERSEDED SURVEY CONTROL
 BY0725
 BY0725  NGVD 29 (??/??/92)   78.888  (m)          258.82   (f) ADJ UNCH    2 0
 BY0725
 BY0725.Superseded values are not recommended for survey control.
 BY0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0725.See file dsdata.txt to determine how the superseded data were derived.
 BY0725
 BY0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ108651(NAD 83)
 BY0725_MARKER: DB = BENCH MARK DISK
 BY0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0725_STAMPING: L 556 1947
 BY0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0725+STABILITY: SURFACE MOTION
 BY0725
 BY0725  HISTORY     - Date     Condition        Report By
 BY0725  HISTORY     - 1947     MONUMENTED       CGS
 BY0725
 BY0725                          STATION DESCRIPTION
 BY0725
 BY0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY0725'6.1 MI N FROM APPLE SPRINGS.
 BY0725'0.1 MILE WEST ALONG STATE HIGHWAY NO.94 FROM THE POST OFFICE AT APPLE
 BY0725'SPRINGS, THENCE NORTH 6.0 MILES ALONG A GRADED DIRT ROAD, 0.6 MILE
 BY0725'SOUTH OF THE INTERSECTION OF DAVY CROCKETT NATIONAL FOREST HIGHWAYS
 BY0725'NO.11 AND NO.27, 45.0 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE
 BY0725'CENTER LINE OF THE ROAD, 44.0 FEET WEST-NORTHWEST OF THE SOUTHWEST END
 BY0725'OF A CONCRETE TUBE CULVERT, 79.0 FEET WEST OF THE CENTER LINE OF A
 BY0725'FARM DRIVE LEADING NORTH, 10.0 FEET NORTH OF THE CENTER LINE OF A
 BY0725'WOODS ROAD LEADING WEST, 2.0 FEET SOUTH OF A 4 X 4 IN. WITNESS POST,
 BY0725'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.4 FOOT ABOVE
 BY0725'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0755 ***********************************************************************
 BY0755  DESIGNATION -  L 557
 BY0755  PID         -  BY0755
 BY0755  STATE/COUNTY-  TX/ANGELINA
 BY0755  USGS QUAD   -  KELTYS (1980)
 BY0755
 BY0755                         *CURRENT SURVEY CONTROL
 BY0755  ___________________________________________________________________
 BY0755* NAD 83(1986)-  31 19 52.     (N)    094 46 22.     (W)     SCALED    
 BY0755* NAVD 88     -        96.21   (+/-2cm)     315.6    (feet)  VERTCON   
 BY0755  ___________________________________________________________________
 BY0755  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BY0755
 BY0755  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0755
 BY0755.The horizontal coordinates were scaled from a topographic map and have
 BY0755.an estimated accuracy of +/- 6 seconds.
 BY0755
 BY0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0755.The vertical order pertains to the NGVD 29 superseded value.
 BY0755
 BY0755.The geoid height was determined by GEOID03.
 BY0755
 BY0755;                    North         East    Units  Estimated Accuracy
 BY0755;SPC TX C     - 3,197,740.    1,228,940.      MT  (+/- 180 meters Scaled)
 BY0755
 BY0755                          SUPERSEDED SURVEY CONTROL
 BY0755
 BY0755  NGVD 29 (??/??/92)   96.254  (m)          315.79   (f) ADJ UNCH    2 0
 BY0755
 BY0755.Superseded values are not recommended for survey control.
 BY0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0755.See file dsdata.txt to determine how the superseded data were derived.
 BY0755
 BY0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ313676(NAD 83)
 BY0755_MARKER: DB = BENCH MARK DISK
 BY0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0755_STAMPING: L-557 1948
 BY0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0755+STABILITY: SURFACE MOTION
 BY0755
 BY0755  HISTORY     - Date     Condition        Report By
 BY0755  HISTORY     - 1948     MONUMENTED       CGS
 BY0755  HISTORY     - 1963     GOOD             USGS
 BY0755
 BY0755                          STATION DESCRIPTION
 BY0755
 BY0755'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 BY0755'2.7 MI W FROM LUFKIN.
 BY0755'2.7 MILES WEST ALONG STREET ROUTE 94 FROM THE OLD POST OFFICE IN
 BY0755'LUFKIN 51.6 FEET SOUTH OF A ROAD, 35.5 FEET WEST OF FENCE CORNER, 27
 BY0755'FEET EAST OF CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 2.7 MILES NORTH OF
 BY0755'EAST-WEST FENCE, LEVEL WITH HIGHWAY, SET IN TOP OF CONCRETE POST
 BY0755'PROJECTING 6 INCHES.  A STANDARD DISK STAMPED L 577 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0780 ***********************************************************************
 BY0780  DESIGNATION -  L 558
 BY0780  PID         -  BY0780
 BY0780  STATE/COUNTY-  TX/TRINITY
 BY0780  USGS QUAD   -  APPLE SPRINGS (1980)
 BY0780
 BY0780                         *CURRENT SURVEY CONTROL
 BY0780  ___________________________________________________________________
 BY0780* NAD 83(1986)-  31 10 45.     (N)    094 58 35.     (W)     SCALED    
 BY0780* NAVD 88     -        93.45   (+/-2cm)     306.6    (feet)  VERTCON   
 BY0780  ___________________________________________________________________
 BY0780  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BY0780
 BY0780  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0780
 BY0780.The horizontal coordinates were scaled from a topographic map and have
 BY0780.an estimated accuracy of +/- 6 seconds.
 BY0780
 BY0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0780.The vertical order pertains to the NGVD 29 superseded value.
 BY0780
 BY0780.The geoid height was determined by GEOID03.
 BY0780
 BY0780;                    North         East    Units  Estimated Accuracy
 BY0780;SPC TX C     - 3,179,960.    1,210,400.      MT  (+/- 180 meters Scaled)
 BY0780
 BY0780                          SUPERSEDED SURVEY CONTROL
 BY0780
 BY0780  NGVD 29 (??/??/92)   93.479  (m)          306.69   (f) ADJ UNCH    2 0
 BY0780
 BY0780.Superseded values are not recommended for survey control.
 BY0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0780.See file dsdata.txt to determine how the superseded data were derived.
 BY0780
 BY0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ116511(NAD 83)
 BY0780_MARKER: DB = BENCH MARK DISK
 BY0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0780_STAMPING: L 558 1948
 BY0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0780+STABILITY: SURFACE MOTION
 BY0780
 BY0780  HISTORY     - Date     Condition        Report By
 BY0780  HISTORY     - 1948     MONUMENTED       CGS
 BY0780
 BY0780                          STATION DESCRIPTION
 BY0780
 BY0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0780'9.2 MI E FROM APPLE SPRINGS.
 BY0780'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM THE APPLE SPRINGS
 BY0780'LODGE AT APPLE SPRINGS, THENCE 4.0 MILES EAST ALONG A GRADED DIRT
 BY0780'ROAD, 196.0 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF A
 BY0780'FARMHOUSE, 27.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17.1 FEET
 BY0780'WEST OF THE WEST END OF A WOODEN GATE AT THE ENTRANCE TO THE DRIVEWAY
 BY0780'LEADING TO THE FARMHOUSE, 1.3 FEET EAST OF A REFERENCE POST, 0.9 FOOT
 BY0780'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0780'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0803 ***********************************************************************
 BY0803  DESIGNATION -  L 559
 BY0803  PID         -  BY0803
 BY0803  STATE/COUNTY-  TX/TRINITY
 BY0803  USGS QUAD   -  TREVAT (1980)
 BY0803
 BY0803                         *CURRENT SURVEY CONTROL
 BY0803  ___________________________________________________________________
 BY0803* NAD 83(1986)-  31 03 49.     (N)    094 57 11.     (W)     SCALED    
 BY0803* NAVD 88     -        88.02   (+/-2cm)     288.8    (feet)  VERTCON   
 BY0803  ___________________________________________________________________
 BY0803  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BY0803
 BY0803  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0803
 BY0803.The horizontal coordinates were scaled from a topographic map and have
 BY0803.an estimated accuracy of +/- 6 seconds.
 BY0803
 BY0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0803.The vertical order pertains to the NGVD 29 superseded value.
 BY0803
 BY0803.The geoid height was determined by GEOID03.
 BY0803
 BY0803;                    North         East    Units  Estimated Accuracy
 BY0803;SPC TX C     - 3,167,270.    1,213,240.      MT  (+/- 180 meters Scaled)
 BY0803
 BY0803                          SUPERSEDED SURVEY CONTROL
 BY0803
 BY0803  NGVD 29 (??/??/92)   88.044  (m)          288.86   (f) ADJ UNCH    2 0
 BY0803
 BY0803.Superseded values are not recommended for survey control.
 BY0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0803.See file dsdata.txt to determine how the superseded data were derived.
 BY0803
 BY0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ136382(NAD 83)
 BY0803_MARKER: DB = BENCH MARK DISK
 BY0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0803_STAMPING: L 559 1948
 BY0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0803+STABILITY: SURFACE MOTION
 BY0803
 BY0803  HISTORY     - Date     Condition        Report By
 BY0803  HISTORY     - 1948     MONUMENTED       CGS
 BY0803
 BY0803                          STATION DESCRIPTION
 BY0803
 BY0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0803'8.5 MI NW FROM WOODLAKE.
 BY0803'3.6 MILES EAST ALONG U. S. HIGHWAY 287 FROM THE POST OFFICE AT
 BY0803'WOODLAKE, THENCE 4.9 MILES NORTHEAST ALONG A DIRT ROAD, ON TOP OF A
 BY0803'HILL, 117 YARDS (PACED) SOUTH OF A LARGE PILE OF SAWDUST AT AN
 BY0803'ABANDONED SAWMILL SITE, 50.0 FEET NORTHWEST OF THE CENTER LINE OF THE
 BY0803'ROAD, 13.0 FEET EAST OF THE CENTER LINE OF A TRAIL LEADING TO AN
 BY0803'ABANDONED SAWMILL SITE ON THE NORTHWEST SIDE OF THE ROAD, 2.8 FEET
 BY0803'SOUTH OF A 10-INCH PINE TREE WITH A TRIANGULAR BLAZE, 1.2 FEET EAST OF
 BY0803'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0803'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1529 ***********************************************************************
 BY1529  DESIGNATION -  L 560
 BY1529  PID         -  BY1529
 BY1529  STATE/COUNTY-  TX/TRINITY
 BY1529  USGS QUAD   -  PENNINGTON (1963)
 BY1529
 BY1529                         *CURRENT SURVEY CONTROL
 BY1529  ___________________________________________________________________
 BY1529* NAD 83(1986)-  31 13 24.     (N)    095 10 34.     (W)     SCALED    
 BY1529* NAVD 88     -       110.27   (+/-2cm)     361.8    (feet)  VERTCON   
 BY1529  ___________________________________________________________________
 BY1529  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BY1529
 BY1529  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1529
 BY1529.The horizontal coordinates were scaled from a topographic map and have
 BY1529.an estimated accuracy of +/- 6 seconds.
 BY1529
 BY1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1529.The vertical order pertains to the NGVD 29 superseded value.
 BY1529
 BY1529.The geoid height was determined by GEOID03.
 BY1529
 BY1529;                    North         East    Units  Estimated Accuracy
 BY1529;SPC TX C     - 3,183,950.    1,191,160.      MT  (+/- 180 meters Scaled)
 BY1529
 BY1529                          SUPERSEDED SURVEY CONTROL
 BY1529
 BY1529  NGVD 29 (??/??/92)  110.286  (m)          361.83   (f) ADJ UNCH    2 0
 BY1529
 BY1529.Superseded values are not recommended for survey control.
 BY1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1529.See file dsdata.txt to determine how the superseded data were derived.
 BY1529
 BY1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ927563(NAD 83)
 BY1529_MARKER: DB = BENCH MARK DISK
 BY1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1529_STAMPING: L 560 1948
 BY1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1529+STABILITY: SURFACE MOTION
 BY1529
 BY1529  HISTORY     - Date     Condition        Report By
 BY1529  HISTORY     - 1948     MONUMENTED       CGS
 BY1529
 BY1529                          STATION DESCRIPTION
 BY1529
 BY1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1529'5.2 MI N FROM PENNINGTON.
 BY1529'2.5 MILES EAST ALONG A GRADED DIRT ROAD FROM THE HIGH SCHOOL AT
 BY1529'PENNINGTON, THENCE 2.7 MILES NORTH ALONG A GRADED DIRT ROAD, ON TOP OF
 BY1529'A RISE, 38.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 17.1 FEET
 BY1529'SOUTHWEST OF A 12-INCH PINE TREE WITH A TRIANGULAR BLAZE, 16.0 FEET
 BY1529'NORTHEAST OF THE CENTER LINE OF A DIM TRAIL LEADING SOUTHEAST, 7.5
 BY1529'FEET NORTHEAST OF A 14-INCH OAK TREE WITH A TRIANGULAR BLAZE, 1.7 FEET
 BY1529'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 BY1529'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0373 ***********************************************************************
 FM0373  DESIGNATION -  L 562
 FM0373  PID         -  FM0373
 FM0373  STATE/COUNTY-  TX/RANDALL
 FM0373  USGS QUAD   -  BIVINS LAKE (1984)
 FM0373
 FM0373                         *CURRENT SURVEY CONTROL
 FM0373  ___________________________________________________________________
 FM0373* NAD 83(1986)-  35 00 51.     (N)    102 03 46.     (W)     SCALED    
 FM0373* NAVD 88     -      1139.273  (meters)    3737.76   (feet)  ADJUSTED  
 FM0373  ___________________________________________________________________
 FM0373  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 FM0373  DYNAMIC HT  -        1137.878 (meters)    3733.19  (feet)  COMP
 FM0373  MODELED GRAV-     979,371.0   (mgal)                       NAVD 88
 FM0373
 FM0373  VERT ORDER  -  SECOND    CLASS 0
 FM0373
 FM0373.The horizontal coordinates were scaled from a topographic map and have
 FM0373.an estimated accuracy of +/- 6 seconds.
 FM0373
 FM0373.The orthometric height was determined by differential leveling
 FM0373.and adjusted by the National Geodetic Survey in June 1991..
 FM0373
 FM0373.The geoid height was determined by GEOID03.
 FM0373
 FM0373.The dynamic height is computed by dividing the NAVD 88
 FM0373.geopotential number by the normal gravity value computed on the
 FM0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0373.degrees latitude (g = 980.6199 gals.).
 FM0373
 FM0373.The modeled gravity was interpolated from observed gravity values.
 FM0373
 FM0373;                    North         East    Units  Estimated Accuracy
 FM0373;SPC TX N     - 1,112,660.      148,640.      MT  (+/- 180 meters Scaled)
 FM0373
 FM0373                          SUPERSEDED SURVEY CONTROL
 FM0373
 FM0373  NGVD 29 (??/??/92) 1138.770  (m)         3736.11   (f) ADJ UNCH    2 0
 FM0373
 FM0373.Superseded values are not recommended for survey control.
 FM0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0373.See file dsdata.txt to determine how the superseded data were derived.
 FM0373
 FM0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU680785(NAD 83)
 FM0373_MARKER: DB = BENCH MARK DISK
 FM0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0373_STAMPING: L 562 1935
 FM0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0373+STABILITY: SURFACE MOTION
 FM0373
 FM0373  HISTORY     - Date     Condition        Report By
 FM0373  HISTORY     - 1935     MONUMENTED       CGS
 FM0373  HISTORY     - 1980     MARK NOT FOUND   USGS
 FM0373
 FM0373                          STATION DESCRIPTION
 FM0373
 FM0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0373'5.1 MI N FROM CANYON.
 FM0373'5.1 MILES NORTH ALONG THE SONCY ROAD FROM THE PANHANDLE AND SANTA FE
 FM0373'RAILWAY STATION AT CANYON, RANDALL COUNTY, THENCE 5.4 MILES WEST ALONG
 FM0373'A GRADED ROAD TO THE JUNCTION OF A ROAD LEADING SOUTH TO AMARILLO CITY
 FM0373'LAKE, 3.0 MILES SOUTH ALONG THIS ROAD TO THE JUNCTION OF A TRAIL
 FM0373'LEADING WEST, 1.5 MILES WEST ALONG THE TRAIL AROUND THE SOUTH END OF A
 FM0373'POND, 1.3 MILES WEST OF A LARGE POND, 1.0 MILE WEST OF THE EAST END OF
 FM0373'A SECTION-LINE LANE, 24 FEET EAST OF A FENCE CORNER, 21 FEET SOUTH OF
 FM0373'THE CENTERLINE OF THE LANE AND SET IN THE TOP OF A CONCRETE POST.
 FM0373
 FM0373                          STATION RECOVERY (1980)
 FM0373
 FM0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 FM0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1172 ***********************************************************************
 AY1172  DESIGNATION -  L 564
 AY1172  PID         -  AY1172
 AY1172  STATE/COUNTY-  TX/BANDERA
 AY1172  USGS QUAD   -  TARPLEY (1964)
 AY1172
 AY1172                         *CURRENT SURVEY CONTROL
 AY1172  ___________________________________________________________________
 AY1172* NAD 83(1986)-  29 39 49.     (N)    099 15 15.     (W)     SCALED    
 AY1172* NAVD 88     -       423.625  (meters)    1389.84   (feet)  ADJUSTED  
 AY1172  ___________________________________________________________________
 AY1172  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 AY1172  DYNAMIC HT  -         423.004 (meters)    1387.81  (feet)  COMP
 AY1172  MODELED GRAV-     979,163.6   (mgal)                       NAVD 88
 AY1172
 AY1172  VERT ORDER  -  SECOND    CLASS 0
 AY1172
 AY1172.The horizontal coordinates were scaled from a topographic map and have
 AY1172.an estimated accuracy of +/- 6 seconds.
 AY1172
 AY1172.The orthometric height was determined by differential leveling
 AY1172.and adjusted by the National Geodetic Survey in June 1991..
 AY1172
 AY1172.The geoid height was determined by GEOID03.
 AY1172
 AY1172.The dynamic height is computed by dividing the NAVD 88
 AY1172.geopotential number by the normal gravity value computed on the
 AY1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1172.degrees latitude (g = 980.6199 gals.).
 AY1172
 AY1172.The modeled gravity was interpolated from observed gravity values.
 AY1172
 AY1172;                    North         East    Units  Estimated Accuracy
 AY1172;SPC TXSC     - 4,202,870.      575,400.      MT  (+/- 180 meters Scaled)
 AY1172
 AY1172                          SUPERSEDED SURVEY CONTROL
 AY1172
 AY1172  NGVD 29 (??/??/92)  423.486  (m)         1389.39   (f) ADJ UNCH    2 0
 AY1172
 AY1172.Superseded values are not recommended for survey control.
 AY1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1172.See file dsdata.txt to determine how the superseded data were derived.
 AY1172
 AY1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT754815(NAD 83)
 AY1172_MARKER: DB = BENCH MARK DISK
 AY1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1172_STAMPING: L 564 1953
 AY1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1172+STABILITY: SURFACE MOTION
 AY1172
 AY1172  HISTORY     - Date     Condition        Report By
 AY1172  HISTORY     - 1953     MONUMENTED       CGS
 AY1172  HISTORY     - 1963     GOOD             USGS
 AY1172  HISTORY     - 19931201 GOOD             USPSQD
 AY1172
 AY1172                          STATION DESCRIPTION
 AY1172
 AY1172'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AY1172'1.45 MI NE FROM TARPLEY.
 AY1172'1.45 MILES NORTHEAST ALONG FARM ROAD 470 FROM THE POST OFFICE IN
 AY1172'TARPLEY, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 AY1172'NORTHWEST OF THE R. O. W. FENCE LINE, 207 FEET SOUTHWEST OF WITNESS
 AY1172'POST, SET IN THE TOP OF CONCRETE POST WHICH PROJECTS 0.4 FOOT. (NOTE--
 AY1172'THIS B. M. IS IN THE HIGHWAY R. O. W. AND EXPOSED TO MAINTENANCE.)
 AY1172
 AY1172                          STATION RECOVERY (1993)
 AY1172
 AY1172'RECOVERY NOTE BY US POWER SQUADRON 1993
 AY1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0445 ***********************************************************************
 EN0445  DESIGNATION -  L 566
 EN0445  PID         -  EN0445
 EN0445  STATE/COUNTY-  TX/RANDALL
 EN0445  USGS QUAD   -  CANYON (1984)
 EN0445
 EN0445                         *CURRENT SURVEY CONTROL
 EN0445  ___________________________________________________________________
 EN0445* NAD 83(1986)-  34 54 42.     (N)    101 59 25.     (W)     SCALED    
 EN0445* NAVD 88     -      1135.780  (meters)    3726.30   (feet)  ADJUSTED  
 EN0445  ___________________________________________________________________
 EN0445  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 EN0445  DYNAMIC HT  -        1134.381 (meters)    3721.72  (feet)  COMP
 EN0445  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 EN0445
 EN0445  VERT ORDER  -  SECOND    CLASS 0
 EN0445
 EN0445.The horizontal coordinates were scaled from a topographic map and have
 EN0445.an estimated accuracy of +/- 6 seconds.
 EN0445
 EN0445.The orthometric height was determined by differential leveling
 EN0445.and adjusted by the National Geodetic Survey in June 1991..
 EN0445
 EN0445.The geoid height was determined by GEOID03.
 EN0445
 EN0445.The dynamic height is computed by dividing the NAVD 88
 EN0445.geopotential number by the normal gravity value computed on the
 EN0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0445.degrees latitude (g = 980.6199 gals.).
 EN0445
 EN0445.The modeled gravity was interpolated from observed gravity values.
 EN0445
 EN0445;                    North         East    Units  Estimated Accuracy
 EN0445;SPC TX N     - 1,101,250.      155,200.      MT  (+/- 180 meters Scaled)
 EN0445
 EN0445                          SUPERSEDED SURVEY CONTROL
 EN0445
 EN0445  NGVD 29 (??/??/92) 1135.278  (m)         3724.66   (f) ADJ UNCH    2 0
 EN0445
 EN0445.Superseded values are not recommended for survey control.
 EN0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0445.See file dsdata.txt to determine how the superseded data were derived.
 EN0445
 EN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD267673(NAD 83)
 EN0445_MARKER: DB = BENCH MARK DISK
 EN0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0445_STAMPING: L-566 1935
 EN0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0445+STABILITY: SURFACE MOTION
 EN0445
 EN0445  HISTORY     - Date     Condition        Report By
 EN0445  HISTORY     - 1935     MONUMENTED       CGS
 EN0445  HISTORY     - 1954     MARK NOT FOUND   USGS
 EN0445  HISTORY     - 1980     MARK NOT FOUND   USGS
 EN0445
 EN0445                          STATION DESCRIPTION
 EN0445
 EN0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0445'8.27 MI SW FROM CANYON.
 EN0445'ALONG GRADED ROAD.  TO REACH FROM CANYON COURTHOUSE GO 0.53 MILES EAST
 EN0445'ON CITY STREET THENCE 3.64 MILES SOUTH EAST ON STATE HIGHWAY NO. 9,
 EN0445'THENCE 4.1 MILES WEST ON GRADED ROAD.  MARK IS ABOUT IN THE MIDDLE OF
 EN0445'A LONG GRADE, APPROXIMATELY 35.6 FEET SOUTH OF CENTER LINE OF ROAD.
 EN0445'4.2 FEET EAST OF FENCE LINE RUNNING SOUTH.  3.5 FEET SOUTH OF RIGHT OF
 EN0445'WAY FENCE.
 EN0445
 EN0445                          STATION RECOVERY (1954)
 EN0445
 EN0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EN0445'MARK NOT FOUND.
 EN0445
 EN0445                          STATION RECOVERY (1980)
 EN0445
 EN0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EN0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FL1261 ***********************************************************************
 FL1261  DESIGNATION -  L 567
 FL1261  PID         -  FL1261
 FL1261  STATE/COUNTY-  TX/RANDALL
 FL1261  USGS QUAD   -  THE PALISADES (1973)
 FL1261
 FL1261                         *CURRENT SURVEY CONTROL
 FL1261  ___________________________________________________________________
 FL1261* NAD 83(1986)-  35 02 34.     (N)    101 50 52.     (W)     SCALED    
 FL1261* NAVD 88     -      1098.093  (meters)    3602.66   (feet)  ADJUSTED  
 FL1261  ___________________________________________________________________
 FL1261  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 FL1261  DYNAMIC HT  -        1096.772 (meters)    3598.33  (feet)  COMP
 FL1261  MODELED GRAV-     979,393.5   (mgal)                       NAVD 88
 FL1261
 FL1261  VERT ORDER  -  SECOND    CLASS 0
 FL1261
 FL1261.The horizontal coordinates were scaled from a topographic map and have
 FL1261.an estimated accuracy of +/- 6 seconds.
 FL1261
 FL1261.The orthometric height was determined by differential leveling
 FL1261.and adjusted by the National Geodetic Survey in June 1991..
 FL1261
 FL1261.The geoid height was determined by GEOID03.
 FL1261
 FL1261.The dynamic height is computed by dividing the NAVD 88
 FL1261.geopotential number by the normal gravity value computed on the
 FL1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FL1261.degrees latitude (g = 980.6199 gals.).
 FL1261
 FL1261.The modeled gravity was interpolated from observed gravity values.
 FL1261
 FL1261;                    North         East    Units  Estimated Accuracy
 FL1261;SPC TX N     - 1,115,740.      168,270.      MT  (+/- 180 meters Scaled)
 FL1261
 FL1261                          SUPERSEDED SURVEY CONTROL
 FL1261
 FL1261  NGVD 29 (??/??/92) 1097.614  (m)         3601.09   (f) ADJ UNCH    2 0
 FL1261
 FL1261.Superseded values are not recommended for survey control.
 FL1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FL1261.See file dsdata.txt to determine how the superseded data were derived.
 FL1261
 FL1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD402814(NAD 83)
 FL1261_MARKER: DB = BENCH MARK DISK
 FL1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FL1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FL1261_STAMPING: L 567 1935
 FL1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FL1261+STABILITY: SURFACE MOTION
 FL1261
 FL1261  HISTORY     - Date     Condition        Report By
 FL1261  HISTORY     - 1935     MONUMENTED       CGS
 FL1261  HISTORY     - 1943     GOOD             NGS
 FL1261  HISTORY     - 1984     MARK NOT FOUND   NGS
 FL1261
 FL1261                          STATION DESCRIPTION
 FL1261
 FL1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FL1261'8.6 MI NE FROM CANYON.
 FL1261'4.6 MILES EAST ALONG STATE HIGHWAY 217 (PALO DURO DRIVE) FROM THE
 FL1261'COUNTY COURTHOUSE AT CANYON, RANDALL COUNTY, THENCE 4.0 MILES NORTH
 FL1261'ALONG A GRADED ROAD.  AT A POWER-LINE CROSSING, 62.6 FEET WEST OF THE
 FL1261'CENTERLINE OF THE ROAD, 30 FEET WEST OF THE POWER LINE, AT THE NORTH
 FL1261'EDGE OF THE CANYON, 23.3 FEET WEST OF THE RIGHT-OF-WAY FENCE, 1.3 FEET
 FL1261'NORTH OF THE LINE FENCE, AND ABOUT 4 FEET HIGHER THAN THE ROAD. A
 FL1261'STANDARD DISK, STAMPED L 567 1935 AND SET IN THE TOP OF A CONCRETE
 FL1261'POST.
 FL1261
 FL1261                          STATION RECOVERY (1984)
 FL1261
 FL1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FL1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0544 ***********************************************************************
 EN0544  DESIGNATION -  L 568
 EN0544  PID         -  EN0544
 EN0544  STATE/COUNTY-  TX/ARMSTRONG
 EN0544  USGS QUAD   -  WAYSIDE (1984)
 EN0544
 EN0544                         *CURRENT SURVEY CONTROL
 EN0544  ___________________________________________________________________
 EN0544* NAD 83(1986)-  34 48 27.     (N)    101 35 16.     (W)     SCALED    
 EN0544* NAVD 88     -      1046.910  (meters)    3434.74   (feet)  ADJUSTED  
 EN0544  ___________________________________________________________________
 EN0544  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EN0544  DYNAMIC HT  -        1045.637 (meters)    3430.56  (feet)  COMP
 EN0544  MODELED GRAV-     979,383.2   (mgal)                       NAVD 88
 EN0544
 EN0544  VERT ORDER  -  SECOND    CLASS 0
 EN0544
 EN0544.The horizontal coordinates were scaled from a topographic map and have
 EN0544.an estimated accuracy of +/- 6 seconds.
 EN0544
 EN0544.The orthometric height was determined by differential leveling
 EN0544.and adjusted by the National Geodetic Survey in June 1991..
 EN0544
 EN0544.The geoid height was determined by GEOID03.
 EN0544
 EN0544.The dynamic height is computed by dividing the NAVD 88
 EN0544.geopotential number by the normal gravity value computed on the
 EN0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0544.degrees latitude (g = 980.6199 gals.).
 EN0544
 EN0544.The modeled gravity was interpolated from observed gravity values.
 EN0544
 EN0544;                    North         East    Units  Estimated Accuracy
 EN0544;SPC TX N     - 1,089,590.      191,970.      MT  (+/- 180 meters Scaled)
 EN0544
 EN0544                          SUPERSEDED SURVEY CONTROL
 EN0544
 EN0544  NGVD 29 (??/??/92) 1046.471  (m)         3433.30   (f) ADJ UNCH    2 0
 EN0544
 EN0544.Superseded values are not recommended for survey control.
 EN0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0544.See file dsdata.txt to determine how the superseded data were derived.
 EN0544
 EN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD632547(NAD 83)
 EN0544_MARKER: DB = BENCH MARK DISK
 EN0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0544_STAMPING: L 568 1935
 EN0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0544+STABILITY: SURFACE MOTION
 EN0544
 EN0544  HISTORY     - Date     Condition        Report By
 EN0544  HISTORY     - 1935     MONUMENTED       CGS
 EN0544  HISTORY     - 1943     MARK NOT FOUND   NGS
 EN0544  HISTORY     - 1979     MARK NOT FOUND   USGS
 EN0544
 EN0544                          STATION DESCRIPTION
 EN0544
 EN0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EN0544'3.6 MI NW FROM WAYSIDE.
 EN0544'1.0 MILE WEST, 1.0 MILE NORTH, AND 1.6 MILES WEST ALONG GRADED ROADS
 EN0544'FROM THE POST OFFICE AT WAYSIDE, ARMSTRONG COUNTY, 0.2 MILE WEST OF
 EN0544'THE ENTRANCE TO THE B.B. YERBY FARM, ABOUT HALFWAY BETWEEN TWO HOUSES
 EN0544'ON EITHER SIDE OF THE ROAD, 67.6 FEET NORTH OF THE CENTERLINE OF THE
 EN0544'ROAD, 34.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A
 EN0544'SHORT FENCE LEADING NORTH.  A STANDARD DISK, STAMPED L 568 1935 AND
 EN0544'SET IN THE TOP OF A CONCRETE POST.
 EN0544
 EN0544                          STATION RECOVERY (1979)
 EN0544
 EN0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EN0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EN0550 ***********************************************************************
 EN0550  DESIGNATION -  L 569
 EN0550  PID         -  EN0550
 EN0550  STATE/COUNTY-  TX/SWISHER
 EN0550  USGS QUAD   -  JACKSON HILL (1969)
 EN0550
 EN0550                         *CURRENT SURVEY CONTROL
 EN0550  ___________________________________________________________________
 EN0550* NAD 83(1986)-  34 40 33.     (N)    101 32 04.     (W)     SCALED    
 EN0550* NAVD 88     -      1029.089  (meters)    3376.27   (feet)  ADJUSTED  
 EN0550  ___________________________________________________________________
 EN0550  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EN0550  DYNAMIC HT  -        1027.828 (meters)    3372.13  (feet)  COMP
 EN0550  MODELED GRAV-     979,374.4   (mgal)                       NAVD 88
 EN0550
 EN0550  VERT ORDER  -  SECOND    CLASS 0
 EN0550
 EN0550.The horizontal coordinates were scaled from a topographic map and have
 EN0550.an estimated accuracy of +/- 6 seconds.
 EN0550
 EN0550.The orthometric height was determined by differential leveling
 EN0550.and adjusted by the National Geodetic Survey in June 1991..
 EN0550
 EN0550.The geoid height was determined by GEOID03.
 EN0550
 EN0550.The dynamic height is computed by dividing the NAVD 88
 EN0550.geopotential number by the normal gravity value computed on the
 EN0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EN0550.degrees latitude (g = 980.6199 gals.).
 EN0550
 EN0550.The modeled gravity was interpolated from observed gravity values.
 EN0550
 EN0550;                    North         East    Units  Estimated Accuracy
 EN0550;SPC TX N     - 1,074,980.      196,840.      MT  (+/- 180 meters Scaled)
 EN0550
 EN0550                          SUPERSEDED SURVEY CONTROL
 EN0550
 EN0550  NGVD 29 (??/??/92) 1028.657  (m)         3374.85   (f) ADJ UNCH    2 0
 EN0550
 EN0550.Superseded values are not recommended for survey control.
 EN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EN0550.See file dsdata.txt to determine how the superseded data were derived.
 EN0550
 EN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKD677400(NAD 83)
 EN0550_MARKER: DB = BENCH MARK DISK
 EN0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EN0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EN0550_STAMPING: L 569 1935
 EN0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EN0550+STABILITY: SURFACE MOTION
 EN0550
 EN0550  HISTORY     - Date     Condition        Report By
 EN0550  HISTORY     - 1935     MONUMENTED       CGS
 EN0550  HISTORY     - 1968     MARK NOT FOUND   USGS
 EN0550
 EN0550                          STATION DESCRIPTION
 EN0550
 EN0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EN0550'22.2 MI E FROM HAPPY.
 EN0550'22.2 MILES EAST OF HAPPY, SWISHER COUNTY.  THIS BENCH MARK MAY BE
 EN0550'REACHED FROM THE POST OFFICE BY GOING ALONG GRADED ROADS 0.4 MILE
 EN0550'EAST, 0.6 MILE SOUTH, 3.1 MILES EAST, 0.9 MILE SOUTH, AND 4.9 MILES
 EN0550'EAST TO A DRY LAKE BED, AND THENCE ALONG ROADS 0.1 MILE NORTHEAST, 0.7
 EN0550'MILE SOUTH, 8.9 MILES EAST, 1.9 MILES SOUTH, AND 0.7 MILE EAST. IT IS
 EN0550'1.2 MILES SOUTHEAST OF THE JOHN DAVIS RANCH HOUSE, 0.1 MILE WEST OF A
 EN0550'JOG IN THE ROAD, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2
 EN0550'FEET NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED L 569
 EN0550'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROW HAS BEEN
 EN0550'WIDENED.
 EN0550
 EN0550                          STATION RECOVERY (1968)
 EN0550
 EN0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EN0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0268 ***********************************************************************
 FM0268  DESIGNATION -  L 570
 FM0268  PID         -  FM0268
 FM0268  STATE/COUNTY-  TX/OLDHAM
 FM0268  USGS QUAD   -  HALFWAY CREEK (1966)
 FM0268
 FM0268                         *CURRENT SURVEY CONTROL
 FM0268  ___________________________________________________________________
 FM0268* NAD 83(1986)-  35 25 44.     (N)    102 15 57.     (W)     SCALED    
 FM0268* NAVD 88     -      1072.469  (meters)    3518.59   (feet)  ADJUSTED  
 FM0268  ___________________________________________________________________
 FM0268  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 FM0268  DYNAMIC HT  -        1071.203 (meters)    3514.44  (feet)  COMP
 FM0268  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 FM0268
 FM0268  VERT ORDER  -  SECOND    CLASS 0
 FM0268
 FM0268.The horizontal coordinates were scaled from a topographic map and have
 FM0268.an estimated accuracy of +/- 6 seconds.
 FM0268
 FM0268.The orthometric height was determined by differential leveling
 FM0268.and adjusted by the National Geodetic Survey in June 1991..
 FM0268.WARNING-Repeat measurements at this control monument indicate possible
 FM0268.vertical movement.
 FM0268
 FM0268.The geoid height was determined by GEOID03.
 FM0268
 FM0268.The dynamic height is computed by dividing the NAVD 88
 FM0268.geopotential number by the normal gravity value computed on the
 FM0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0268.degrees latitude (g = 980.6199 gals.).
 FM0268
 FM0268.The modeled gravity was interpolated from observed gravity values.
 FM0268
 FM0268;                    North         East    Units  Estimated Accuracy
 FM0268;SPC TX N     - 1,158,790.      130,460.      MT  (+/- 180 meters Scaled)
 FM0268
 FM0268                          SUPERSEDED SURVEY CONTROL
 FM0268
 FM0268  NGVD 29 (??/??/92) 1071.980  (m)         3516.99   (f) ADJ UNCH    2 0
 FM0268
 FM0268.Superseded values are not recommended for survey control.
 FM0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0268.See file dsdata.txt to determine how the superseded data were derived.
 FM0268
 FM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV482240(NAD 83)
 FM0268_MARKER: DB = BENCH MARK DISK
 FM0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0268_STAMPING: L 570 1935
 FM0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0268+STABILITY: SURFACE MOTION
 FM0268
 FM0268  HISTORY     - Date     Condition        Report By
 FM0268  HISTORY     - 1935     MONUMENTED       CGS
 FM0268  HISTORY     - 1966     GOOD             USGS
 FM0268
 FM0268                          STATION DESCRIPTION
 FM0268
 FM0268'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FM0268'6.9 MI S FROM TASCOSA.
 FM0268'ABOUT 5.4 MILES SOUTH ALONG US HIGHWAY 385 FROM THE JCT OF US HWY 385
 FM0268'AND TEXAS FARM ROAD 1061 SOUTH OF TASCOSA.  ABOUT 0.4 MILE SOUTHWEST
 FM0268'OF A CATTLEGUARD EAST OF THE HIGHWAY, ABOUT 0.1 MILE NORTH OF A DRY
 FM0268'CREEK, 175 FT NORTHWEST OF AND 5.0 FT HIGHER THAN THE CENTERLINE OF
 FM0268'THE HWY OPP., ABOUT 85 FT EAST OF A HILL COVERED WITH WHITE ROCK, 57
 FM0268'FT WEST OF AND OLD ROAD SCAR, IN TOP OF A CONCRETE POST, A STD USC AND
 FM0268'GS DISK STAMPED L 570 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0334 ***********************************************************************
 AM0334  DESIGNATION -  L 571 RESET 1960
 AM0334  PID         -  AM0334
 AM0334  STATE/COUNTY-  TX/MATAGORDA
 AM0334  USGS QUAD   -  BAY CITY NE (1972)
 AM0334
 AM0334                         *CURRENT SURVEY CONTROL
 AM0334  ___________________________________________________________________
 AM0334* NAD 83(1986)-  28 57 44.     (N)    095 48 03.     (W)     SCALED    
 AM0334* NAVD 88     -        10.16   (+/-2cm)      33.3    (feet)  VERTCON   
 AM0334  ___________________________________________________________________
 AM0334  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AM0334
 AM0334  VERT ORDER  -  THIRD (See Below)
 AM0334
 AM0334.The horizontal coordinates were scaled from a topographic map and have
 AM0334.an estimated accuracy of +/- 6 seconds.
 AM0334
 AM0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0334.The vertical order pertains to the NGVD 29 superseded value.
 AM0334
 AM0334.The geoid height was determined by GEOID03.
 AM0334
 AM0334;                    North         East    Units  Estimated Accuracy
 AM0334;SPC TXSC     - 4,129,380.      911,760.      MT  (+/- 180 meters Scaled)
 AM0334
 AM0334                          SUPERSEDED SURVEY CONTROL
 AM0334
 AM0334  NGVD 29 (??/??/??)   10.19   (m)           33.4    (f) RESET       3  
 AM0334
 AM0334.Superseded values are not recommended for survey control.
 AM0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0334.See file dsdata.txt to determine how the superseded data were derived.
 AM0334
 AM0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN270070(NAD 83)
 AM0334_MARKER: DB = BENCH MARK DISK
 AM0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0334_STAMPING: L 571 RESET 1960
 AM0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0334+STABILITY: SURFACE MOTION
 AM0334
 AM0334  HISTORY     - Date     Condition        Report By
 AM0334  HISTORY     - 1960     MONUMENTED       CGS
 AM0334  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0334
 AM0334                          STATION DESCRIPTION
 AM0334
 AM0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AM0334'4.0 MI NW FROM CEDAR LANE.
 AM0334'TO REACH FROM CEDAR LANE, GO NORTHWEST FROM THE POST OFFICE AND F.M.
 AM0334'ROAD NO.457, 4.0 MILES TO THE MARK ON THE LEFT.  IT IS IN THE
 AM0334'NORTHEAST CORNER OF A SMALL PASTURE, 2 FEET EAST OF THE FENCE DIVIDING
 AM0334'THE PASTURE AND A FIELD, ABOUT 75 YARDS NORTH OF CANEY CREEK AND ABOUT
 AM0334'150 YARDS NORTHWEST OF A SMALL HOUSE ON CANEY CREEK BANK. A STANDARD
 AM0334'DISK STAMPED L 571 RESET 1960 IN A CONCRETE POST PROJECTING ABOUT 3
 AM0334'INCHES.
 AM0334
 AM0334                          STATION RECOVERY (1998)
 AM0334
 AM0334'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0379 ***********************************************************************
 AM0379  DESIGNATION -  L 572
 AM0379  PID         -  AM0379
 AM0379  STATE/COUNTY-  TX/MATAGORDA
 AM0379  USGS QUAD   -  WADSWORTH (1972)
 AM0379
 AM0379                         *CURRENT SURVEY CONTROL
 AM0379  ___________________________________________________________________
 AM0379* NAD 83(1986)-  28 50 02.     (N)    095 53 20.     (W)     SCALED    
 AM0379* NAVD 88     -         8.23   (+/-2cm)      27.0    (feet)  VERTCON   
 AM0379  ___________________________________________________________________
 AM0379  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AM0379
 AM0379  VERT ORDER  -  FIRST     CLASS II (See Below)
 AM0379
 AM0379.The horizontal coordinates were scaled from a topographic map and have
 AM0379.an estimated accuracy of +/- 6 seconds.
 AM0379
 AM0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0379.The vertical order pertains to the NGVD 29 superseded value.
 AM0379
 AM0379.The geoid height was determined by GEOID03.
 AM0379
 AM0379;                    North         East    Units  Estimated Accuracy
 AM0379;SPC TXSC     - 4,114,930.      903,560.      MT  (+/- 180 meters Scaled)
 AM0379
 AM0379                          SUPERSEDED SURVEY CONTROL
 AM0379
 AM0379  NGVD 29 (??/??/92)    8.276  (m)           27.15   (f) ADJ UNCH    1 2
 AM0379
 AM0379.Superseded values are not recommended for survey control.
 AM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0379.See file dsdata.txt to determine how the superseded data were derived.
 AM0379
 AM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM181930(NAD 83)
 AM0379_MARKER: DB = BENCH MARK DISK
 AM0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0379_STAMPING: L 572 1941
 AM0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0379+STABILITY: SURFACE MOTION
 AM0379
 AM0379  HISTORY     - Date     Condition        Report By
 AM0379  HISTORY     - 1941     MONUMENTED       CGS
 AM0379  HISTORY     - 1951     GOOD             NGS
 AM0379  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AM0379
 AM0379                          STATION DESCRIPTION
 AM0379
 AM0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AM0379'3.1 MI E FROM WADSWORTH.
 AM0379'3.1 MILES EAST ALONG A SHELL ROAD FROM THE GULF, COLORADO AND SANTA FE
 AM0379'RAILROAD STATION AT WADSWORTH, ON THE OUTSIDE OF A LONG CURVE IN THE
 AM0379'ROAD, 225 FEET SOUTHWEST OF THE CENTER LINE OF THE SHELL ROAD, 32 FEET
 AM0379'EAST OF THE CENTER LINE OF A NORTH AND SOUTH SHELL ROAD, 25.4 FEET
 AM0379'SOUTH OF THE CENTER LINE OF A SHELL ROAD, 4 FEET NORTHEAST OF A FENCE
 AM0379'CORNER, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AM0379'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 AM0379
 AM0379                          STATION RECOVERY (1998)
 AM0379
 AM0379'RECOVERY NOTE BY US POWER SQUADRON 1998
 AM0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0243 ***********************************************************************
 AM0243  DESIGNATION -  L 573
 AM0243  PID         -  AM0243
 AM0243  STATE/COUNTY-  TX/BRAZORIA
 AM0243  USGS QUAD   -  CEDAR LANE (1972)
 AM0243
 AM0243                         *CURRENT SURVEY CONTROL
 AM0243  ___________________________________________________________________
 AM0243* NAD 83(1986)-  28 59 42.     (N)    095 39 04.     (W)     SCALED    
 AM0243* NAVD 88     -         8.68   (+/-2cm)      28.5    (feet)  VERTCON   
 AM0243  ___________________________________________________________________
 AM0243  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AM0243
 AM0243  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0243
 AM0243.The horizontal coordinates were scaled from a topographic map and have
 AM0243.an estimated accuracy of +/- 6 seconds.
 AM0243
 AM0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0243.The vertical order pertains to the NGVD 29 superseded value.
 AM0243
 AM0243.The geoid height was determined by GEOID03.
 AM0243
 AM0243;                    North         East    Units  Estimated Accuracy
 AM0243;SPC TXSC     - 4,133,420.      926,240.      MT  (+/- 180 meters Scaled)
 AM0243
 AM0243                          SUPERSEDED SURVEY CONTROL
 AM0243
 AM0243  NGVD 29 (??/??/92)    8.700  (m)           28.54   (f) ADJ UNCH    2 0
 AM0243
 AM0243.Superseded values are not recommended for survey control.
 AM0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0243.See file dsdata.txt to determine how the superseded data were derived.
 AM0243
 AM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN417103(NAD 83)
 AM0243_MARKER: DB = BENCH MARK DISK
 AM0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0243_STAMPING: L 573 1941
 AM0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0243+STABILITY: SURFACE MOTION
 AM0243
 AM0243  HISTORY     - Date     Condition        Report By
 AM0243  HISTORY     - 1941     MONUMENTED       CGS
 AM0243  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AM0243
 AM0243                          STATION DESCRIPTION
 AM0243
 AM0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AM0243'0.6 MI SE FROM CEDAR LANE.
 AM0243'IN BRAZORIA COUNTY, 0.6 MILE SOUTHEAST ALONG A CONCRETE HALF-SLAB ROAD
 AM0243'FROM THE POST OFFICE AT CEDAR LANE, MATAGORDA COUNTY, THENCE 6.4 MILES
 AM0243'NORTHEAST ALONG A COUNTY ROAD.  0.9 MILE NORTHEAST OF MAGNOLIA SCHOOL,
 AM0243'0.6 MILE SOUTHWEST OF THE JUNCTION OF A ROAD LEADING NORTH TO SWEENY,
 AM0243'ON THE OUTSIDE OF A CURVE IN THE ROAD, 52 FEET SOUTH OF THE CENTERLINE
 AM0243'OF THE ROAD, 6 FEET SOUTH OF A FENCE CORNER, 1.8 FEET NORTHEAST OF
 AM0243'ANOTHER FENCE CORNER, 1 FOOT NORTH OF THE FENCE, 3 FEET WEST OF A
 AM0243'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  NOTE-- THIS BENCH
 AM0243'MARK MAY BE REACHED FROM THE STATION AT SWEENY, BRAZORIA COUNTY, BY
 AM0243'GOING 0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD, THENCE 3.9
 AM0243'MILES SOUTHEAST ALONG A SHELL ROAD, AND THENCE 0.6 MILE SOUTHWEST
 AM0243'ALONG A COUNTY ROAD.
 AM0243
 AM0243                          STATION RECOVERY (2003)
 AM0243
 AM0243'RECOVERY NOTE BY US POWER SQUADRON 2003 (CHN)
 AM0243'SIGNIFICANT ROAD AND DITCH GRADING MODIFICATIONS HAVE OCCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0508 ***********************************************************************
 AX0508  DESIGNATION -  L 574
 AX0508  PID         -  AX0508
 AX0508  STATE/COUNTY-  TX/WHARTON
 AX0508  USGS QUAD   -  PIERCE (1980)
 AX0508
 AX0508                         *CURRENT SURVEY CONTROL
 AX0508  ___________________________________________________________________
 AX0508* NAD 83(1986)-  29 12 23.     (N)    096 11 20.     (W)     SCALED    
 AX0508* NAVD 88     -        30.06   (+/-2cm)      98.6    (feet)  VERTCON   
 AX0508  ___________________________________________________________________
 AX0508  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0508
 AX0508  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0508
 AX0508.The horizontal coordinates were scaled from a topographic map and have
 AX0508.an estimated accuracy of +/- 6 seconds.
 AX0508
 AX0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0508.The vertical order pertains to the NGVD 29 superseded value.
 AX0508
 AX0508.The geoid height was determined by GEOID03.
 AX0508
 AX0508;                    North         East    Units  Estimated Accuracy
 AX0508;SPC TXSC     - 4,155,460.      873,300.      MT  (+/- 180 meters Scaled)
 AX0508
 AX0508                          SUPERSEDED SURVEY CONTROL
 AX0508
 AX0508  NGVD 29 (??/??/92)   30.070  (m)           98.65   (f) ADJ UNCH    2 0
 AX0508
 AX0508.Superseded values are not recommended for survey control.
 AX0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0508.See file dsdata.txt to determine how the superseded data were derived.
 AX0508
 AX0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT733341(NAD 83)
 AX0508_MARKER: DB = BENCH MARK DISK
 AX0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0508_STAMPING: L 574 1941
 AX0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0508+STABILITY: SURFACE MOTION
 AX0508
 AX0508  HISTORY     - Date     Condition        Report By
 AX0508  HISTORY     - 1941     MONUMENTED       CGS
 AX0508  HISTORY     - 1943     GOOD             NGS
 AX0508
 AX0508                          STATION DESCRIPTION
 AX0508
 AX0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0508'2.6 MI SE FROM PIERCE.
 AX0508'BENCH MARK IS ABOUT 2.6 MILES SOUTHEAST OF PIERCE, ALONG THE
 AX0508'PIERCE-MARKHAM GRAVELED ROAD, ABOUT 2.1 MILES SOUTHEAST OF THE
 AX0508'INTERSECTION OF STATE HIGHWAY NO.59.  IT IS AT THE INTERSECTION OF
 AX0508'ROAD LEADING WESTERLY, 29.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 AX0508'ELEVATION AS THE CENTERLINE OF THE ROAD AND 24.0 FEET NORTH OF THE
 AX0508'CENTERLINE OF THE SIDE ROAD. IT IS 3.0 FEET WEST OF A FENCE CORNER,
 AX0508'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST. A DISK SET IN CONCRETE
 AX0508'POST PROJECTING ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0542 ***********************************************************************
 AX0542  DESIGNATION -  L 575
 AX0542  PID         -  AX0542
 AX0542  STATE/COUNTY-  TX/WHARTON
 AX0542  USGS QUAD   -  DANEVANG (1951)
 AX0542
 AX0542                         *CURRENT SURVEY CONTROL
 AX0542  ___________________________________________________________________
 AX0542* NAD 83(1986)-  29 04 20.     (N)    096 12 31.     (W)     SCALED    
 AX0542* NAVD 88     -        22.60   (+/-2cm)      74.1    (feet)  VERTCON   
 AX0542  ___________________________________________________________________
 AX0542  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AX0542
 AX0542  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0542
 AX0542.The horizontal coordinates were scaled from a topographic map and have
 AX0542.an estimated accuracy of +/- 6 seconds.
 AX0542
 AX0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0542.The vertical order pertains to the NGVD 29 superseded value.
 AX0542
 AX0542.The geoid height was determined by GEOID03.
 AX0542
 AX0542;                    North         East    Units  Estimated Accuracy
 AX0542;SPC TXSC     - 4,140,550.      871,740.      MT  (+/- 180 meters Scaled)
 AX0542
 AX0542                          SUPERSEDED SURVEY CONTROL
 AX0542
 AX0542  NGVD 29 (??/??/92)   22.619  (m)           74.21   (f) ADJ UNCH    2 0
 AX0542
 AX0542.Superseded values are not recommended for survey control.
 AX0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0542.See file dsdata.txt to determine how the superseded data were derived.
 AX0542
 AX0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT717192(NAD 83)
 AX0542_MARKER: DB = BENCH MARK DISK
 AX0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0542_SP_SET: CULVERT
 AX0542_STAMPING: L 575 1941
 AX0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0542
 AX0542  HISTORY     - Date     Condition        Report By
 AX0542  HISTORY     - 1941     MONUMENTED       CGS
 AX0542
 AX0542                          STATION DESCRIPTION
 AX0542
 AX0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0542'0.9 MI N FROM DANEVANG.
 AX0542'TO REACH THE MARK FROM THE CENTER OF THE TOWN OF DANEVANG-- GO 0.9
 AX0542'MILE NORTH ALONG STATE HIGHWAY 71 TO A CROSSROAD AND THE SITE OF THE
 AX0542'MARK.  BENCH MARK IS IN TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 AX0542'5X5 FOOT BOX CULVERT, 52.0 FEET NORTH OF THE CENTERLINE OF THE
 AX0542'EAST-WEST ROAD, 24.5 FEET EAST OF AND ABOUT 1.0 FOOT BELOW THE
 AX0542'CENTERLINE OF THE HIGHWAY AND IS STAMPED L 575 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0229 ***********************************************************************
 AN0229  DESIGNATION -  L 576
 AN0229  PID         -  AN0229
 AN0229  STATE/COUNTY-  TX/MATAGORDA
 AN0229  USGS QUAD   -  MARKHAM (1995)
 AN0229
 AN0229                         *CURRENT SURVEY CONTROL
 AN0229  ___________________________________________________________________
 AN0229* NAD 83(1986)-  28 59 04.     (N)    096 05 09.     (W)     SCALED    
 AN0229* NAVD 88     -        17.61   (+/-2cm)      57.8    (feet)  VERTCON   
 AN0229  ___________________________________________________________________
 AN0229  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AN0229
 AN0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0229
 AN0229.The horizontal coordinates were scaled from a topographic map and have
 AN0229.an estimated accuracy of +/- 6 seconds.
 AN0229
 AN0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0229.The vertical order pertains to the NGVD 29 superseded value.
 AN0229
 AN0229.The geoid height was determined by GEOID03.
 AN0229
 AN0229;                    North         East    Units  Estimated Accuracy
 AN0229;SPC TXSC     - 4,131,110.      883,930.      MT  (+/- 180 meters Scaled)
 AN0229
 AN0229                          SUPERSEDED SURVEY CONTROL
 AN0229
 AN0229  NGVD 29 (??/??/92)   17.634  (m)           57.85   (f) ADJ UNCH    2 0
 AN0229
 AN0229.Superseded values are not recommended for survey control.
 AN0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0229.See file dsdata.txt to determine how the superseded data were derived.
 AN0229
 AN0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT839097(NAD 83)
 AN0229_MARKER: DB = BENCH MARK DISK
 AN0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0229_SP_SET: CULVERT
 AN0229_STAMPING: L 576 1941
 AN0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN0229+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 AN0229
 AN0229  HISTORY     - Date     Condition        Report By
 AN0229  HISTORY     - 1941     MONUMENTED
 AN0229  HISTORY     - 1943     GOOD             NGS
 AN0229  HISTORY     - 1991     GOOD             USPSQD
 AN0229  HISTORY     - 20060312 GOOD             USPSQD
 AN0229
 AN0229                          STATION DESCRIPTION
 AN0229
 AN0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AN0229'2.1 MI NW FROM MARKHAM.
 AN0229'ABOUT 2.1 MILES NORTHWEST ALONG A PAVED ROAD FROM THE TEXAS AND NEW
 AN0229'ORLEANS RAILROAD STATION AT MARKHAM, MATAGORDA COUNTY, AT A CONCRETE
 AN0229'CULVERT, AT THE NORTHWEST END OF THE NORTHEAST HEAD WALL, IN THE TOP
 AN0229'OF THE NORTH WING WALL, 16 FEET NORTHEAST OF THE CENTER LINE OF THE
 AN0229'ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE ROAD.  A TEXAS RECLAMATION
 AN0229'DEPARTMENT STANDARD DISK, STAMPED L 576 1941.
 AN0229
 AN0229                          STATION RECOVERY (1991)
 AN0229
 AN0229'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0229'RECOVERED IN GOOD CONDITION.
 AN0229
 AN0229                          STATION RECOVERY (2006)
 AN0229
 AN0229'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 AN0229'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0487 ***********************************************************************
 AX0487  DESIGNATION -  L 577
 AX0487  PID         -  AX0487
 AX0487  STATE/COUNTY-  TX/WHARTON
 AX0487  USGS QUAD   -  LANE CITY (1980)
 AX0487
 AX0487                         *CURRENT SURVEY CONTROL
 AX0487  ___________________________________________________________________
 AX0487* NAD 83(1986)-  29 08 48.     (N)    096 04 28.     (W)     SCALED    
 AX0487* NAVD 88     -        23.01   (+/-2cm)      75.5    (feet)  VERTCON   
 AX0487  ___________________________________________________________________
 AX0487  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AX0487
 AX0487  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0487
 AX0487.The horizontal coordinates were scaled from a topographic map and have
 AX0487.an estimated accuracy of +/- 6 seconds.
 AX0487
 AX0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0487.The vertical order pertains to the NGVD 29 superseded value.
 AX0487
 AX0487.The geoid height was determined by GEOID03.
 AX0487
 AX0487;                    North         East    Units  Estimated Accuracy
 AX0487;SPC TXSC     - 4,149,110.      884,590.      MT  (+/- 180 meters Scaled)
 AX0487
 AX0487                          SUPERSEDED SURVEY CONTROL
 AX0487
 AX0487  NGVD 29 (??/??/92)   23.026  (m)           75.54   (f) ADJ UNCH    2 0
 AX0487
 AX0487.Superseded values are not recommended for survey control.
 AX0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0487.See file dsdata.txt to determine how the superseded data were derived.
 AX0487
 AX0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT846277(NAD 83)
 AX0487_MARKER: DB = BENCH MARK DISK
 AX0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0487_STAMPING: L 577 1941
 AX0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0487+STABILITY: SURFACE MOTION
 AX0487
 AX0487  HISTORY     - Date     Condition        Report By
 AX0487  HISTORY     - 1941     MONUMENTED       CGS
 AX0487
 AX0487                          STATION DESCRIPTION
 AX0487
 AX0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AX0487'13.3 MI SE FROM PIERCE.
 AX0487'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PIERCE--
 AX0487'PROCEED 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 59 TO THE
 AX0487'INTERSECTION OF GRAVELED ROAD.  THENCE, GO 9.2 MILES SOUTHEASTERLY
 AX0487'ALONG GRAVELED ROAD TO THE INTERSECTION OF CROSSROAD, THENCE GO 3.6
 AX0487'MILES NORTHEAST ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK
 AX0487'IS ABOUT 0.15 MILES NORTHEAST OF THE TEXACO OIL CO. STORAGE TANKS,
 AX0487'30.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AX0487'OF THE ROAD.  IT IS 30.0 FEET SOUTHWEST OF THE CENTERLINE OF PRIVATE
 AX0487'ROAD, 3.0 FEET EAST OF A 4X4 INCH WOODEN MARKER POST AND 1.0 FOOT
 AX0487'SOUTHEAST OF FENCE, THE MONUMENT PROJECTS 0.6 FOOT.  STAMPED, L 577
 AX0487'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0119 ***********************************************************************
 AN0119  DESIGNATION -  L 578
 AN0119  PID         -  AN0119
 AN0119  STATE/COUNTY-  TX/JACKSON
 AN0119  USGS QUAD   -  FRANCITAS NE (1995)
 AN0119
 AN0119                         *CURRENT SURVEY CONTROL
 AN0119  ___________________________________________________________________
 AN0119* NAD 83(1986)-  28 52 39.     (N)    096 20 06.     (W)     SCALED    
 AN0119* NAVD 88     -        11.41   (+/-2cm)      37.4    (feet)  VERTCON   
 AN0119  ___________________________________________________________________
 AN0119  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AN0119
 AN0119  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN0119
 AN0119.The horizontal coordinates were scaled from a topographic map and have
 AN0119.an estimated accuracy of +/- 6 seconds.
 AN0119
 AN0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0119.The vertical order pertains to the NGVD 29 superseded value.
 AN0119
 AN0119.The geoid height was determined by GEOID03.
 AN0119
 AN0119;                    North         East    Units  Estimated Accuracy
 AN0119;SPC TXSC     - 4,118,680.      859,930.      MT  (+/- 180 meters Scaled)
 AN0119
 AN0119                          SUPERSEDED SURVEY CONTROL
 AN0119
 AN0119  NGVD 29 (??/??/92)   11.456  (m)           37.59   (f) ADJ UNCH    1 2
 AN0119
 AN0119.Superseded values are not recommended for survey control.
 AN0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0119.See file dsdata.txt to determine how the superseded data were derived.
 AN0119
 AN0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS599973(NAD 83)
 AN0119_MARKER: DB = BENCH MARK DISK
 AN0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0119_STAMPING: L 578 1941
 AN0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0119+STABILITY: SURFACE MOTION
 AN0119
 AN0119  HISTORY     - Date     Condition        Report By
 AN0119  HISTORY     - 1941     MONUMENTED       CGS
 AN0119  HISTORY     - 1951     GOOD             NGS
 AN0119
 AN0119                          STATION DESCRIPTION
 AN0119
 AN0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AN0119'1.9 MI N FROM FRANCITAS.
 AN0119'1.9 MILES NORTH ALONG A WINDING DIRT ROAD FROM THE ST. LOUIS,
 AN0119'BROWNSVILLE AND MEXICO RAILROAD STATION AT FRANCITAS, 0.1 MILE NORTH
 AN0119'OF A CURVE IN THE ROAD, 31 FEET WEST OF THE CENTER LINE OF A DIRT
 AN0119'ROAD, 1 FOOT WEST OF A FENCE, 1.8 FEET WEST OF A WITNESS POST, SET IN
 AN0119'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0105 ***********************************************************************
 AN0105  DESIGNATION -  L 579
 AN0105  PID         -  AN0105
 AN0105  STATE/COUNTY-  TX/JACKSON
 AN0105  USGS QUAD   -  FRANCITAS NW (1995)
 AN0105
 AN0105                         *CURRENT SURVEY CONTROL
 AN0105  ___________________________________________________________________
 AN0105* NAD 83(1986)-  28 57 08.     (N)    096 25 27.     (W)     SCALED    
 AN0105* NAVD 88     -        17.41   (+/-2cm)      57.1    (feet)  VERTCON   
 AN0105  ___________________________________________________________________
 AN0105  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN0105
 AN0105  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0105
 AN0105.The horizontal coordinates were scaled from a topographic map and have
 AN0105.an estimated accuracy of +/- 6 seconds.
 AN0105
 AN0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0105.The vertical order pertains to the NGVD 29 superseded value.
 AN0105
 AN0105.The geoid height was determined by GEOID03.
 AN0105
 AN0105;                    North         East    Units  Estimated Accuracy
 AN0105;SPC TXSC     - 4,126,770.      851,050.      MT  (+/- 180 meters Scaled)
 AN0105
 AN0105                          SUPERSEDED SURVEY CONTROL
 AN0105
 AN0105  NGVD 29 (??/??/92)   17.436  (m)           57.20   (f) ADJ UNCH    2 0
 AN0105
 AN0105.Superseded values are not recommended for survey control.
 AN0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0105.See file dsdata.txt to determine how the superseded data were derived.
 AN0105
 AN0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT510054(NAD 83)
 AN0105_MARKER: DB = BENCH MARK DISK
 AN0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0105_STAMPING: L 579 1941
 AN0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0105+STABILITY: SURFACE MOTION
 AN0105
 AN0105  HISTORY     - Date     Condition        Report By
 AN0105  HISTORY     - 1941     MONUMENTED       CGS
 AN0105  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 AN0105
 AN0105                          STATION DESCRIPTION
 AN0105
 AN0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0105'12.4 MI NW FROM FRANCITAS.
 AN0105'ABOUT 6.8 MILES NORTH ALONG A GRADED ROAD FROM THE ST. LOUIS,
 AN0105'BROWNSVILLE AND MEXICO RAILWAY STATION AT FRANCITAS, JACKSON COUNTY,
 AN0105'THENCE ABOUT 5.6 MILES WEST ALONG STATE HIGHWAY 111.  AT A GATE IN THE
 AN0105'RIGHT-OF-WAY FENCE, 54 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5
 AN0105'FEET WEST OF THE WEST GATEPOST, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 AN0105'FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 AN0105'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED L 579 1941 AND SET IN THE
 AN0105'TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 AN0105
 AN0105                          STATION RECOVERY (1991)
 AN0105
 AN0105'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0869 ***********************************************************************
 AN0869  DESIGNATION -  L 580
 AN0869  PID         -  AN0869
 AN0869  STATE/COUNTY-  TX/CALHOUN
 AN0869  USGS QUAD   -  PORT LAVACA WEST (1995)
 AN0869
 AN0869                         *CURRENT SURVEY CONTROL
 AN0869  ___________________________________________________________________
 AN0869* NAD 83(1986)-  28 31 26.     (N)    096 38 32.     (W)     SCALED    
 AN0869* NAVD 88     -         5.04   (+/-2cm)      16.5    (feet)  VERTCON   
 AN0869  ___________________________________________________________________
 AN0869  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AN0869
 AN0869  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0869
 AN0869.The horizontal coordinates were scaled from a topographic map and have
 AN0869.an estimated accuracy of +/- 6 seconds.
 AN0869
 AN0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0869.The vertical order pertains to the NGVD 29 superseded value.
 AN0869
 AN0869.The geoid height was determined by GEOID03.
 AN0869
 AN0869;                    North         East    Units  Estimated Accuracy
 AN0869;SPC TXSC     - 4,078,860.      830,760.      MT  (+/- 180 meters Scaled)
 AN0869
 AN0869                          SUPERSEDED SURVEY CONTROL
 AN0869
 AN0869  NGVD 29 (??/??/92)    5.163  (m)           16.94   (f) ADJ UNCH    2 0
 AN0869
 AN0869.Superseded values are not recommended for survey control.
 AN0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0869.See file dsdata.txt to determine how the superseded data were derived.
 AN0869
 AN0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS307575(NAD 83)
 AN0869_MARKER: DB = BENCH MARK DISK
 AN0869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0869_SP_SET: CULVERT
 AN0869_STAMPING: L 580 1942
 AN0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0869
 AN0869  HISTORY     - Date     Condition        Report By
 AN0869  HISTORY     - 1942     MONUMENTED       CGS
 AN0869  HISTORY     - 1958     GOOD             TXHD
 AN0869  HISTORY     - 19980725 GOOD             USPSQD
 AN0869
 AN0869                          STATION DESCRIPTION
 AN0869
 AN0869'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AN0869'7.3 MI S FROM PORT LAVACA.
 AN0869'7.3 MILES SOUTH ALONG STATE HIGHWAY 238 FROM THE COUNTY COURTHOUSE AT
 AN0869'PORT LAVACA, CALHOUN COUNTY, AT A 4-BY 8-FOOT CONCRETE-BOX CULVERT, IN
 AN0869'THE TOP OF THE NORTHEAST WINGWALL, 12 FEET EAST OF THE CENTERLINE OF
 AN0869'THE HIGHWAY, AND 1/2-FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 AN0869'STAMPED L 580 1942.
 AN0869
 AN0869                          STATION RECOVERY (1998)
 AN0869
 AN0869'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0270 ***********************************************************************
 AN0270  DESIGNATION -  L 581 RESET 1960
 AN0270  PID         -  AN0270
 AN0270  STATE/COUNTY-  TX/MATAGORDA
 AN0270  USGS QUAD   -  BLESSING SE (1995)
 AN0270
 AN0270                         *CURRENT SURVEY CONTROL
 AN0270  ___________________________________________________________________
 AN0270* NAD 83(1986)-  28 47 12.     (N)    096 03 15.     (W)     SCALED    
 AN0270* NAVD 88     -         8.02   (+/-2cm)      26.3    (feet)  VERTCON   
 AN0270  ___________________________________________________________________
 AN0270  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AN0270
 AN0270  VERT ORDER  -  THIRD (See Below)
 AN0270
 AN0270.The horizontal coordinates were scaled from a topographic map and have
 AN0270.an estimated accuracy of +/- 6 seconds.
 AN0270
 AN0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0270.The vertical order pertains to the NGVD 29 superseded value.
 AN0270
 AN0270.The geoid height was determined by GEOID03.
 AN0270
 AN0270;                    North         East    Units  Estimated Accuracy
 AN0270;SPC TXSC     - 4,109,280.      887,570.      MT  (+/- 180 meters Scaled)
 AN0270
 AN0270                          SUPERSEDED SURVEY CONTROL
 AN0270
 AN0270  NGVD 29 (??/??/??)    8.07   (m)           26.5    (f) RESET       3  
 AN0270
 AN0270.Superseded values are not recommended for survey control.
 AN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0270.See file dsdata.txt to determine how the superseded data were derived.
 AN0270
 AN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS875879(NAD 83)
 AN0270_MARKER: DB = BENCH MARK DISK
 AN0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0270_STAMPING: L 581 RESET 1960
 AN0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0270+STABILITY: SURFACE MOTION
 AN0270
 AN0270  HISTORY     - Date     Condition        Report By
 AN0270  HISTORY     - 1960     MONUMENTED       CGS
 AN0270  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0270
 AN0270                          STATION DESCRIPTION
 AN0270
 AN0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AN0270'4.4 MI E FROM SIMPSONVILLE.
 AN0270'ABOUT 04.4 MILES EAST ALONG F.M. ROAD NO. 521 FROM SIMPSONVILLE, ALSO
 AN0270'KNOWN AS TIN TOP AT THE JUNCTION OF F.M. NO. 1095 AND 521.  IT IS
 AN0270'ABOUT 25 FEET WEST OF THE CENTERLINE OF A DITCH AND 75 FEET NORTHWEST
 AN0270'OF A CULVERT, 2 FEET WEST OF A BRACED POST AND 1 FOOT SOUTH OF THE
 AN0270'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED L 581 RESET 1960 IN
 AN0270'A CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.
 AN0270
 AN0270                          STATION RECOVERY (1991)
 AN0270
 AN0270'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0280 ***********************************************************************
 AN0280  DESIGNATION -  L 582
 AN0280  PID         -  AN0280
 AN0280  STATE/COUNTY-  TX/MATAGORDA
 AN0280  USGS QUAD   -  PALACIOS (1995)
 AN0280
 AN0280                         *CURRENT SURVEY CONTROL
 AN0280  ___________________________________________________________________
 AN0280* NAD 83(1986)-  28 43 32.     (N)    096 10 38.     (W)     SCALED    
 AN0280* NAVD 88     -         5.67   (+/-2cm)      18.6    (feet)  VERTCON   
 AN0280  ___________________________________________________________________
 AN0280  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AN0280
 AN0280  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0280
 AN0280.The horizontal coordinates were scaled from a topographic map and have
 AN0280.an estimated accuracy of +/- 6 seconds.
 AN0280
 AN0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0280.The vertical order pertains to the NGVD 29 superseded value.
 AN0280
 AN0280.The geoid height was determined by GEOID03.
 AN0280
 AN0280;                    North         East    Units  Estimated Accuracy
 AN0280;SPC TXSC     - 4,102,210.      875,720.      MT  (+/- 180 meters Scaled)
 AN0280
 AN0280                          SUPERSEDED SURVEY CONTROL
 AN0280
 AN0280  NGVD 29 (??/??/92)    5.738  (m)           18.83   (f) ADJ UNCH    2 0
 AN0280
 AN0280.Superseded values are not recommended for survey control.
 AN0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0280.See file dsdata.txt to determine how the superseded data were derived.
 AN0280
 AN0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS757808(NAD 83)
 AN0280_MARKER: DB = BENCH MARK DISK
 AN0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0280_SP_SET: BUILDING
 AN0280_STAMPING: L 582 1941
 AN0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0280
 AN0280  HISTORY     - Date     Condition        Report By
 AN0280  HISTORY     - 1941     MONUMENTED       CGS
 AN0280  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AN0280
 AN0280                          STATION DESCRIPTION
 AN0280
 AN0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0280'IN COLLEGEPORT.
 AN0280'AT COLLEGEPORT, MATAGORDA COUNTY, AT THE SCHOOLHOUSE, AT THE MAIN
 AN0280'(SOUTH) ENTRANCE, IN THE MIDDLE OF THE SOUTH FACE OF THE EAST COLUMN
 AN0280'SUPPORTING THE ROOF OVER THE ENTRANCE, AND 2.7 FEET ABOVE THE GROUND.
 AN0280'A STANDARD DISK, STAMPED L 582 1941 AND SET VERTICALLY.
 AN0280
 AN0280                          STATION RECOVERY (1991)
 AN0280
 AN0280'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0194 ***********************************************************************
 AN0194  DESIGNATION -  L 583
 AN0194  PID         -  AN0194
 AN0194  STATE/COUNTY-  TX/MATAGORDA
 AN0194  USGS QUAD   -  BLESSING (1995)
 AN0194
 AN0194                         *CURRENT SURVEY CONTROL
 AN0194  ___________________________________________________________________
 AN0194* NAD 83(1986)-  28 48 12.     (N)    096 12 35.     (W)     SCALED    
 AN0194* NAVD 88     -         8.46   (+/-2cm)      27.8    (feet)  VERTCON   
 AN0194  ___________________________________________________________________
 AN0194  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN0194
 AN0194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0194
 AN0194.The horizontal coordinates were scaled from a topographic map and have
 AN0194.an estimated accuracy of +/- 6 seconds.
 AN0194
 AN0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0194.The vertical order pertains to the NGVD 29 superseded value.
 AN0194
 AN0194.The geoid height was determined by GEOID03.
 AN0194
 AN0194;                    North         East    Units  Estimated Accuracy
 AN0194;SPC TXSC     - 4,110,750.      872,340.      MT  (+/- 180 meters Scaled)
 AN0194
 AN0194                          SUPERSEDED SURVEY CONTROL
 AN0194
 AN0194  NGVD 29 (??/??/92)    8.51   (m)           27.9    (f) COMPUTED    2 0
 AN0194
 AN0194.Superseded values are not recommended for survey control.
 AN0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0194.See file dsdata.txt to determine how the superseded data were derived.
 AN0194
 AN0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS723893(NAD 83)
 AN0194_MARKER: DB = BENCH MARK DISK
 AN0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0194_SP_SET: CULVERT
 AN0194_STAMPING: L 583 1941
 AN0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0194
 AN0194  HISTORY     - Date     Condition        Report By
 AN0194  HISTORY     - 1941     MONUMENTED       CGS
 AN0194
 AN0194                          STATION DESCRIPTION
 AN0194
 AN0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0194'4.9 MI SE FROM BLESSING.
 AN0194'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC R.R. DEPOT AT
 AN0194'BLESSING-- GO 0.4 MILE EASTERLY ALONG STATE HIWAY NO. 93 TO THE
 AN0194'JUNCTION OF STATE HIWAY NO. 35, THENCE SOUTHERLY (RIGHT) ALONG HIWAY
 AN0194'NO. 35 4.5 MILES TO THE SITE OF THE MARK.  BENCH MARK IS 0.2 MILE
 AN0194'NORTH OF T ROAD TO THE WEST, ON TOP OF THE NORTH WINGWALL AT WEST END
 AN0194'OF A 5X5 BOX CULVERT UNDER HIWAY NO. 35.  A MONEL METAL DISK SET
 AN0194'HORIZONTALLY IN A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0195 ***********************************************************************
 AN0195  DESIGNATION -  L 583 RESET 1963
 AN0195  PID         -  AN0195
 AN0195  STATE/COUNTY-  TX/MATAGORDA
 AN0195  USGS QUAD   -  BLESSING (1995)
 AN0195
 AN0195                         *CURRENT SURVEY CONTROL
 AN0195  ___________________________________________________________________
 AN0195* NAD 83(1986)-  28 48 12.     (N)    096 12 36.     (W)     SCALED    
 AN0195* NAVD 88     -         8.28   (+/-2cm)      27.2    (feet)  VERTCON   
 AN0195  ___________________________________________________________________
 AN0195  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AN0195
 AN0195  VERT ORDER  -  THIRD (See Below)
 AN0195
 AN0195.The horizontal coordinates were scaled from a topographic map and have
 AN0195.an estimated accuracy of +/- 6 seconds.
 AN0195
 AN0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0195.The vertical order pertains to the NGVD 29 superseded value.
 AN0195
 AN0195.The geoid height was determined by GEOID03.
 AN0195
 AN0195;                    North         East    Units  Estimated Accuracy
 AN0195;SPC TXSC     - 4,110,750.      872,320.      MT  (+/- 180 meters Scaled)
 AN0195
 AN0195                          SUPERSEDED SURVEY CONTROL
 AN0195
 AN0195  NGVD 29 (??/??/??)    8.34   (m)           27.4    (f) RESET       3  
 AN0195
 AN0195.Superseded values are not recommended for survey control.
 AN0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0195.See file dsdata.txt to determine how the superseded data were derived.
 AN0195
 AN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS723893(NAD 83)
 AN0195_MARKER: DB = BENCH MARK DISK
 AN0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0195_STAMPING: L 583 RESET 1963
 AN0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0195+STABILITY: SURFACE MOTION
 AN0195
 AN0195  HISTORY     - Date     Condition        Report By
 AN0195  HISTORY     - 1963     MONUMENTED       CGS
 AN0195  HISTORY     - 1991     GOOD             USPSQD
 AN0195
 AN0195                          STATION DESCRIPTION
 AN0195
 AN0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0195'5.75 MI SE FROM BLESSING.
 AN0195'ABOUT 1.0 MILE EAST ALONG FARM ROAD 616 AT BLESSING, THENCE 4.75 MILES
 AN0195'SOUTH ALONG STATE HIGHWAY 35, 80 FEET EAST OF THE CENTER LINE OF STATE
 AN0195'HIGHWAY 35, 44 FEET NORTH OF A POWERLINE POLE, 10.5 FEET NORTH OF THE
 AN0195'NORTH END OF A GATE, AND 2 FEET NORTH OF A METAL WITNESS POST. AT
 AN0195'TEXAS HIGHWAY DEPARTMENT STATION 1190+ 9.  A STANDARD DISK SET IN A 10
 AN0195'X 10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES.
 AN0195
 AN0195                          STATION RECOVERY (1991)
 AN0195
 AN0195'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWS)
 AN0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0174 ***********************************************************************
 AN0174  DESIGNATION -  L 584
 AN0174  PID         -  AN0174
 AN0174  STATE/COUNTY-  TX/MATAGORDA
 AN0174  USGS QUAD   -  TURTLE BAY (1995)
 AN0174
 AN0174                         *CURRENT SURVEY CONTROL
 AN0174  ___________________________________________________________________
 AN0174* NAD 83(1986)-  28 43 10.     (N)    096 18 47.     (W)     SCALED    
 AN0174* NAVD 88     -         5.01   (+/-2cm)      16.4    (feet)  VERTCON   
 AN0174  ___________________________________________________________________
 AN0174  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN0174
 AN0174  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0174
 AN0174.The horizontal coordinates were scaled from a topographic map and have
 AN0174.an estimated accuracy of +/- 6 seconds.
 AN0174
 AN0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0174.The vertical order pertains to the NGVD 29 superseded value.
 AN0174
 AN0174.The geoid height was determined by GEOID03.
 AN0174
 AN0174;                    North         East    Units  Estimated Accuracy
 AN0174;SPC TXSC     - 4,101,220.      862,470.      MT  (+/- 180 meters Scaled)
 AN0174
 AN0174                          SUPERSEDED SURVEY CONTROL
 AN0174
 AN0174  NGVD 29 (??/??/92)    5.08   (m)           16.7    (f) COMPUTED    2 0
 AN0174
 AN0174.Superseded values are not recommended for survey control.
 AN0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0174.See file dsdata.txt to determine how the superseded data were derived.
 AN0174
 AN0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS624798(NAD 83)
 AN0174_MARKER: DB = BENCH MARK DISK
 AN0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0174_SP_SET: CULVERT
 AN0174_STAMPING: L 584 1941
 AN0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0174
 AN0174  HISTORY     - Date     Condition        Report By
 AN0174  HISTORY     - 1941     MONUMENTED       CGS
 AN0174
 AN0174                          STATION DESCRIPTION
 AN0174
 AN0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AN0174'6.4 MI W FROM PALACIOS.
 AN0174'TO REACH THE BENCH MARK FROM THE SOUTHERN PACIFIC RR DEPOT AT
 AN0174'PALACIOS-- GO WESTERLY 6.4 MILES ALONG STATE HIWAY NO. 35 TO SITE OF
 AN0174'MARK.  BENCH MARK IS IN THE WEST END OF THE NORTH HEADWALL OF 4X4 BOX
 AN0174'CULVERT UNDER THE HIWAY.  CULVERT HAS SMALL TAMARAK TREE GROWING AT
 AN0174'EACH END.  A MONEL METAL DISK SET HORIZONTALLY IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0175 ***********************************************************************
 AN0175  DESIGNATION -  L 584 RESET 1963
 AN0175  PID         -  AN0175
 AN0175  STATE/COUNTY-  TX/MATAGORDA
 AN0175  USGS QUAD   -  TURTLE BAY (1995)
 AN0175
 AN0175                         *CURRENT SURVEY CONTROL
 AN0175  ___________________________________________________________________
 AN0175* NAD 83(1986)-  28 43 10.     (N)    096 18 47.     (W)     SCALED    
 AN0175* NAVD 88     -         4.42   (+/-2cm)      14.5    (feet)  VERTCON   
 AN0175  ___________________________________________________________________
 AN0175  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AN0175
 AN0175  VERT ORDER  -  THIRD (See Below)
 AN0175
 AN0175.The horizontal coordinates were scaled from a topographic map and have
 AN0175.an estimated accuracy of +/- 6 seconds.
 AN0175
 AN0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0175.The vertical order pertains to the NGVD 29 superseded value.
 AN0175
 AN0175.The geoid height was determined by GEOID03.
 AN0175
 AN0175;                    North         East    Units  Estimated Accuracy
 AN0175;SPC TXSC     - 4,101,220.      862,470.      MT  (+/- 180 meters Scaled)
 AN0175
 AN0175                          SUPERSEDED SURVEY CONTROL
 AN0175
 AN0175  NGVD 29 (??/??/??)    4.50   (m)           14.8    (f) RESET       3  
 AN0175
 AN0175.Superseded values are not recommended for survey control.
 AN0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0175.See file dsdata.txt to determine how the superseded data were derived.
 AN0175
 AN0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS624798(NAD 83)
 AN0175_MARKER: DB = BENCH MARK DISK
 AN0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0175_STAMPING: L 584 RESET 1963
 AN0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0175+STABILITY: SURFACE MOTION
 AN0175
 AN0175  HISTORY     - Date     Condition        Report By
 AN0175  HISTORY     - 1963     MONUMENTED       CGS
 AN0175
 AN0175                          STATION DESCRIPTION
 AN0175
 AN0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AN0175'6.5 MI W FROM PALACIOS.
 AN0175'6.45 MILES WEST ALONG STATE HIGHWAY 35 FROM THE INTERSECTION WITH LOOP
 AN0175'141 IN NORTHEAST SECTION OF PALACIOS, MATAGORDA COUNTY, 82 FEET
 AN0175'EAST-NORTHEAST OF POWERLINE POLE, 71.5 FEET SOUTH OF CENTER LINE OF
 AN0175'HIGHWAY, 2 FEET SOUTHEAST OF STEEL WITNESS POST, 1 FOOT SOUTH OF THE
 AN0175'RIGHT-OF-WAY FENCE LINE.  AT TEXAS HIGHWAY DEPARTMENT STATION NO. 280
 AN0175'+ 68.  A STANDARD DISK, STAMPED L 584 RESET 1963 SET IN TOP OF 10- BY
 AN0175'10-INCH CONCRETE POST WHICH PROJECTS 5-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0259 ***********************************************************************
 AM0259  DESIGNATION -  L 585
 AM0259  PID         -  AM0259
 AM0259  STATE/COUNTY-  TX/MATAGORDA
 AM0259  USGS QUAD   -  MATAGORDA (1972)
 AM0259
 AM0259                         *CURRENT SURVEY CONTROL
 AM0259  ___________________________________________________________________
 AM0259* NAD 83(1986)-  28 44 43.     (N)    095 53 53.     (W)     SCALED    
 AM0259* NAVD 88     -         5.05   (+/-2cm)      16.6    (feet)  VERTCON   
 AM0259  ___________________________________________________________________
 AM0259  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AM0259
 AM0259  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AM0259
 AM0259.The horizontal coordinates were scaled from a topographic map and have
 AM0259.an estimated accuracy of +/- 6 seconds.
 AM0259
 AM0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0259.The vertical order pertains to the NGVD 29 superseded value.
 AM0259
 AM0259.The geoid height was determined by GEOID03.
 AM0259
 AM0259;                    North         East    Units  Estimated Accuracy
 AM0259;SPC TXSC     - 4,105,090.      902,930.      MT  (+/- 180 meters Scaled)
 AM0259
 AM0259                          SUPERSEDED SURVEY CONTROL
 AM0259
 AM0259  NGVD 29 (??/??/92)    5.099  (m)           16.73   (f) ADJ UNCH    2 0
 AM0259
 AM0259.Superseded values are not recommended for survey control.
 AM0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0259.See file dsdata.txt to determine how the superseded data were derived.
 AM0259
 AM0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTM169832(NAD 83)
 AM0259_MARKER: DB = BENCH MARK DISK
 AM0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0259_STAMPING: L 585 1941
 AM0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0259+STABILITY: SURFACE MOTION
 AM0259
 AM0259  HISTORY     - Date     Condition        Report By
 AM0259  HISTORY     - 1941     MONUMENTED       CGS
 AM0259  HISTORY     - 1943     GOOD             NGS
 AM0259
 AM0259                          STATION DESCRIPTION
 AM0259
 AM0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AM0259'2.8 MI E FROM GULF HILL.
 AM0259'2.8 MILES EAST ALONG AN OILED ROAD FROM THE GULF, COLORADO AND SANTA
 AM0259'FE RAILWAY SIDING AT GULF HILL, 1.6 MILES NORTH ALONG A SHELL ROAD
 AM0259'FROM THE CITY WATER TANK AT GULF, 0.1 MILE NORTH OF A SHARP CURVE IN
 AM0259'THE ROAD, AT THE END OF THE OILED PAVEMENT, 44 FEET EAST OF THE
 AM0259'CENTERLINE OF THE ROAD, 20 FEET EAST OF THE EAST END OF AN IRON CATTLE
 AM0259'GUARD, 18 FEET SOUTHEAST OF THE CONCRETE BASE OF AN ABANDONED POLE, 2
 AM0259'FEET NORTH OF A FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AM0259'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED L 585 1941 SET IN THE
 AM0259'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1231 ***********************************************************************
 AN1231  DESIGNATION -  L 588
 AN1231  PID         -  AN1231
 AN1231  STATE/COUNTY-  TX/REFUGIO
 AN1231  USGS QUAD   -  REFUGIO (1979)
 AN1231
 AN1231                         *CURRENT SURVEY CONTROL
 AN1231  ___________________________________________________________________
 AN1231* NAD 83(1986)-  28 16 30.     (N)    097 17 57.     (W)     SCALED    
 AN1231* NAVD 88     -        13.48   (+/-2cm)      44.2    (feet)  VERTCON   
 AN1231  ___________________________________________________________________
 AN1231  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN1231
 AN1231  VERT ORDER  -  FIRST     CLASS II (See Below)
 AN1231
 AN1231.The horizontal coordinates were scaled from a topographic map and have
 AN1231.an estimated accuracy of +/- 6 seconds.
 AN1231
 AN1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1231.The vertical order pertains to the NGVD 29 superseded value.
 AN1231
 AN1231.The geoid height was determined by GEOID03.
 AN1231
 AN1231;                    North         East    Units  Estimated Accuracy
 AN1231;SPC TXSC     - 4,050,170.      766,870.      MT  (+/- 180 meters Scaled)
 AN1231
 AN1231                          SUPERSEDED SURVEY CONTROL
 AN1231
 AN1231  NGVD 29 (??/??/92)   13.64   (m)           44.8    (f) COMPUTED    1 2
 AN1231
 AN1231.Superseded values are not recommended for survey control.
 AN1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1231.See file dsdata.txt to determine how the superseded data were derived.
 AN1231
 AN1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS668288(NAD 83)
 AN1231_MARKER: DB = BENCH MARK DISK
 AN1231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN1231_SP_SET: FOUNDATION
 AN1231_STAMPING: L 588 1942
 AN1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN1231
 AN1231  HISTORY     - Date     Condition        Report By
 AN1231  HISTORY     - 1942     MONUMENTED       CGS
 AN1231  HISTORY     - 1950     GOOD             NGS
 AN1231  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1231  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1231
 AN1231                          STATION DESCRIPTION
 AN1231
 AN1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AN1231'2.75 MI SW FROM REFUGIO.
 AN1231'2.75 MILES SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AN1231'RAILROAD FROM THE STATION AT REFUGIO, AT THE ATLANTIC REFINING COMPANY
 AN1231'PUMPING STATION, 315 FEET NORTHWEST OF STORAGE TANK 902, 345 FEET
 AN1231'SOUTHEAST OF THE SOUTHEAST RAIL, 153 FEET SOUTH OF THE SOUTH CORNER OF
 AN1231'THE PUMP HOUSE, 53.3 FEET SOUTHEAST OF THE EAST LEG OF A SMALL WATER
 AN1231'TOWER, SET IN THE TOP OF THE NORTH CORNER OF THE CONCRETE FOUNDATION
 AN1231'OF AN ABANDONED ENGINE BLOCK, FLUSH WITH THE GROUND.
 AN1231
 AN1231                          STATION RECOVERY (1978)
 AN1231
 AN1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1231'NOT RECOVERED ON THIS DATE.
 AN1231
 AN1231                          STATION RECOVERY (1999)
 AN1231
 AN1231'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0075 ***********************************************************************
 AH0075  DESIGNATION -  L 589
 AH0075  PID         -  AH0075
 AH0075  STATE/COUNTY-  TX/NUECES
 AH0075  USGS QUAD   -  CORPUS CHRISTI (1975)
 AH0075
 AH0075                         *CURRENT SURVEY CONTROL
 AH0075  ___________________________________________________________________
 AH0075* NAD 83(1986)-  27 47 08.     (N)    097 27 37.     (W)     SCALED    
 AH0075* NAVD 88     -        13.586  (meters)      44.57   (feet)  ADJUSTED  
 AH0075  ___________________________________________________________________
 AH0075  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH0075  DYNAMIC HT  -          13.566 (meters)      44.51  (feet)  COMP
 AH0075  MODELED GRAV-     979,126.0   (mgal)                       NAVD 88
 AH0075
 AH0075  VERT ORDER  -  FIRST     CLASS I
 AH0075
 AH0075.The horizontal coordinates were scaled from a topographic map and have
 AH0075.an estimated accuracy of +/- 6 seconds.
 AH0075
 AH0075.The orthometric height was determined by differential leveling
 AH0075.and adjusted by the National Geodetic Survey in June 1991..
 AH0075
 AH0075.The geoid height was determined by GEOID03.
 AH0075
 AH0075.The dynamic height is computed by dividing the NAVD 88
 AH0075.geopotential number by the normal gravity value computed on the
 AH0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0075.degrees latitude (g = 980.6199 gals.).
 AH0075
 AH0075.The modeled gravity was interpolated from observed gravity values.
 AH0075
 AH0075;                    North         East    Units  Estimated Accuracy
 AH0075;SPC TX S     - 5,235,190.      402,470.      MT  (+/- 180 meters Scaled)
 AH0075
 AH0075                          SUPERSEDED SURVEY CONTROL
 AH0075
 AH0075  NGVD 29 (??/??/92)   13.815  (m)           45.32   (f) ADJ UNCH    1 1
 AH0075
 AH0075.Superseded values are not recommended for survey control.
 AH0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0075.See file dsdata.txt to determine how the superseded data were derived.
 AH0075
 AH0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR516743(NAD 83)
 AH0075_MARKER: DB = BENCH MARK DISK
 AH0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0075_SP_SET: CULVERT
 AH0075_STAMPING: L 589 1942
 AH0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0075
 AH0075  HISTORY     - Date     Condition        Report By
 AH0075  HISTORY     - 1942     MONUMENTED       CGS
 AH0075  HISTORY     - 1963     GOOD             NGS
 AH0075  HISTORY     - 1978     GOOD             NGS
 AH0075  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0075
 AH0075                          STATION DESCRIPTION
 AH0075
 AH0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 AH0075'3.4 MI W FROM CORPUS CHRISTI.
 AH0075'3.4 MILES WEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION AT
 AH0075'CORPUS CHRISTI, NUECES COUNTY, 62 FEET WEST OF THE NINTH POLE WEST OF
 AH0075'MILEPOST 158, 85 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 AH0075'BUILDING OCCUPIED IN 1942 BY THE H. E. BUTT GROCERY CO., 34 FEET NORTH
 AH0075'OF THE CENTERLINE OF THE TRACK, AT A CONCRETE BOX CULVERT UNDER A SIDE
 AH0075'ROAD, IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL, 20 FEET EAST
 AH0075'OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE TRACK.  A STANDARD
 AH0075'DISK.
 AH0075
 AH0075                          STATION RECOVERY (1978)
 AH0075
 AH0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0075'RECOVERED IN GOOD CONDITION.
 AH0075
 AH0075                          STATION RECOVERY (2001)
 AH0075
 AH0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0075'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BK1762 ***********************************************************************
 BK1762  DESIGNATION -  L 58=PTS 23 S
 BK1762  PID         -  BK1762
 BK1762  STATE/COUNTY-  TX/ORANGE
 BK1762  USGS QUAD   -  ORANGEFIELD (1974)
 BK1762
 BK1762                         *CURRENT SURVEY CONTROL
 BK1762  ___________________________________________________________________
 BK1762* NAD 83(1986)-  30 05 20.     (N)    093 47 09.     (W)     SCALED    
 BK1762* NAVD 88     -         5.141  (meters)      16.87   (feet)  ADJUSTED  
 BK1762  ___________________________________________________________________
 BK1762  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK1762  DYNAMIC HT  -           5.134 (meters)      16.84  (feet)  COMP
 BK1762  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 BK1762
 BK1762  VERT ORDER  -  FIRST     CLASS I
 BK1762
 BK1762.The horizontal coordinates were scaled from a topographic map and have
 BK1762.an estimated accuracy of +/- 6 seconds.
 BK1762
 BK1762.The orthometric height was determined by differential leveling
 BK1762.and adjusted by the National Geodetic Survey in June 1991..
 BK1762
 BK1762.The geoid height was determined by GEOID03.
 BK1762
 BK1762.The dynamic height is computed by dividing the NAVD 88
 BK1762.geopotential number by the normal gravity value computed on the
 BK1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BK1762.degrees latitude (g = 980.6199 gals.).
 BK1762
 BK1762.The modeled gravity was interpolated from observed gravity values.
 BK1762
 BK1762;                    North         East    Units  Estimated Accuracy
 BK1762;SPC TX C     - 3,065,380.    1,330,820.      MT  (+/- 180 meters Scaled)
 BK1762
 BK1762                          SUPERSEDED SURVEY CONTROL
 BK1762
 BK1762  NGVD 29 (??/??/??)    5.095  (m)           16.72   (f) ADJUSTED    1 1
 BK1762
 BK1762.Superseded values are not recommended for survey control.
 BK1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1762.See file dsdata.txt to determine how the superseded data were derived.
 BK1762
 BK1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP242288(NAD 83)
 BK1762_MARKER: DB = BENCH MARK DISK
 BK1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1762_SP_SET: CONCRETE POST
 BK1762_STAMPING: L 58 1918 17.480 FT PT STA NO 23S 1925
 BK1762_MARK LOGO: CGS   
 BK1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1762+STABILITY: SURFACE MOTION
 BK1762
 BK1762  HISTORY     - Date     Condition        Report By
 BK1762  HISTORY     - 1925     MONUMENTED       CGS
 BK1762  HISTORY     - 1972     GOOD             NGS
 BK1762  HISTORY     - 1979     GOOD             NGS
 BK1762  HISTORY     - 1986     GOOD             NGS
 BK1762  HISTORY     - 20020727 MARK NOT FOUND   USPSQD
 BK1762
 BK1762                          STATION DESCRIPTION
 BK1762
 BK1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BK1762'2.8 MI W FROM ORANGE.
 BK1762'ABOUT 2.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BK1762'STATION AT ORANGE, 138 FEET WEST OF THE CENTER OF THE CROSSING OF THE
 BK1762'SOUTHERN PACIFIC RAILROAD AND THE MISSOURI PACIFIC RAILROAD, 33.3 FEET
 BK1762'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE SOUTHERN PACIFIC
 BK1762'RAILROAD, 12 FEET WEST-NORTHWEST OF A TELEPHONE, ABOUT 2 FEET BELOW
 BK1762'THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST
 BK1762'PROJECTING 12 INCHES.
 BK1762
 BK1762                          STATION RECOVERY (1979)
 BK1762
 BK1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BK1762'THE MARK IS 2 FT  N FROM A WITNESS POST.
 BK1762
 BK1762                          STATION RECOVERY (1986)
 BK1762
 BK1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1762'RECOVERED IN GOOD CONDITION.
 BK1762
 BK1762                          STATION RECOVERY (2002)
 BK1762
 BK1762'RECOVERY NOTE BY US POWER SQUADRON 2002 (CHN)
 BK1762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH1016 ***********************************************************************
 AH1016  DESIGNATION -  L 590
 AH1016  PID         -  AH1016
 AH1016  STATE/COUNTY-  TX/NUECES
 AH1016  USGS QUAD   -  DRISCOLL WEST (1978)
 AH1016
 AH1016                         *CURRENT SURVEY CONTROL
 AH1016  ___________________________________________________________________
 AH1016* NAD 83(1986)-  27 41 03.     (N)    097 46 58.     (W)     SCALED    
 AH1016* NAVD 88     -        21.701  (meters)      71.20   (feet)  ADJUSTED  
 AH1016  ___________________________________________________________________
 AH1016  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH1016  DYNAMIC HT  -          21.668 (meters)      71.09  (feet)  COMP
 AH1016  MODELED GRAV-     979,107.7   (mgal)                       NAVD 88
 AH1016
 AH1016  VERT ORDER  -  FIRST     CLASS II
 AH1016
 AH1016.The horizontal coordinates were scaled from a topographic map and have
 AH1016.an estimated accuracy of +/- 6 seconds.
 AH1016
 AH1016.The orthometric height was determined by differential leveling
 AH1016.and adjusted by the National Geodetic Survey in June 1991..
 AH1016
 AH1016.The geoid height was determined by GEOID03.
 AH1016
 AH1016.The dynamic height is computed by dividing the NAVD 88
 AH1016.geopotential number by the normal gravity value computed on the
 AH1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1016.degrees latitude (g = 980.6199 gals.).
 AH1016
 AH1016.The modeled gravity was interpolated from observed gravity values.
 AH1016
 AH1016;                    North         East    Units  Estimated Accuracy
 AH1016;SPC TX S     - 5,223,730.      370,750.      MT  (+/- 180 meters Scaled)
 AH1016
 AH1016                          SUPERSEDED SURVEY CONTROL
 AH1016
 AH1016  NGVD 29 (??/??/92)   21.822  (m)           71.59   (f) ADJ UNCH    1 2
 AH1016
 AH1016.Superseded values are not recommended for survey control.
 AH1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH1016.See file dsdata.txt to determine how the superseded data were derived.
 AH1016
 AH1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR200628(NAD 83)
 AH1016_MARKER: DB = BENCH MARK DISK
 AH1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH1016_STAMPING: L 590 1942
 AH1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1016+STABILITY: SURFACE MOTION
 AH1016
 AH1016  HISTORY     - Date     Condition        Report By
 AH1016  HISTORY     - 1942     MONUMENTED       CGS
 AH1016  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH1016  HISTORY     - 1981     MARK NOT FOUND   NGS
 AH1016  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AH1016
 AH1016                          STATION DESCRIPTION
 AH1016
 AH1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH1016'2.1 MI W FROM DRISCOLL.
 AH1016'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT DRISCOLL--
 AH1016'PROCEED 2.1 MILES WESTERLY ALONG OILED ROAD TO THE SITE OF THE BENCH
 AH1016'MARK.  BENCH MARK IS AT THE NORTHWEST CORNER OF U.S. RESERVATION, 49.5
 AH1016'FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE OILED
 AH1016'ROAD AND 9.0 FEET WEST OF EDGE OF DRAINAGE DITCH.  IT IS 1.0 FOOT
 AH1016'NORTH OF WOVEN WIRE FENCE AND 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AH1016'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AH1016
 AH1016                          STATION RECOVERY (1975)
 AH1016
 AH1016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH1016'MARK NOT FOUND.
 AH1016
 AH1016                          STATION RECOVERY (1981)
 AH1016
 AH1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AH1016'SEARCHED FOR, NOT RECOVERED THIS DATE.
 AH1016
 AH1016                          STATION RECOVERY (1985)
 AH1016
 AH1016'RECOVERY NOTE BY US POWER SQUADRON 1985
 AH1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0332 ***********************************************************************
 AN0332  DESIGNATION -  L 592
 AN0332  PID         -  AN0332
 AN0332  STATE/COUNTY-  TX/CALHOUN
 AN0332  USGS QUAD   -  PORT O'CONNOR (1973)
 AN0332
 AN0332                         *CURRENT SURVEY CONTROL
 AN0332  ___________________________________________________________________
 AN0332* NAD 83(1986)-  28 25 53.     (N)    096 27 11.     (W)     SCALED    
 AN0332* NAVD 88     -         3.03   (+/-2cm)       9.9    (feet)  VERTCON   
 AN0332  ___________________________________________________________________
 AN0332  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AN0332
 AN0332  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0332
 AN0332.The horizontal coordinates were scaled from a topographic map and have
 AN0332.an estimated accuracy of +/- 6 seconds.
 AN0332
 AN0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0332.The vertical order pertains to the NGVD 29 superseded value.
 AN0332
 AN0332.The geoid height was determined by GEOID03.
 AN0332
 AN0332;                    North         East    Units  Estimated Accuracy
 AN0332;SPC TXSC     - 4,069,000.      849,490.      MT  (+/- 180 meters Scaled)
 AN0332
 AN0332                          SUPERSEDED SURVEY CONTROL
 AN0332
 AN0332  NGVD 29 (??/??/92)    3.135  (m)           10.29   (f) ADJ UNCH    2 0
 AN0332
 AN0332.Superseded values are not recommended for survey control.
 AN0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0332.See file dsdata.txt to determine how the superseded data were derived.
 AN0332
 AN0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS494476(NAD 83)
 AN0332_MARKER: DB = BENCH MARK DISK
 AN0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0332_STAMPING: L 592 1942
 AN0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0332+STABILITY: SURFACE MOTION
 AN0332
 AN0332  HISTORY     - Date     Condition        Report By
 AN0332  HISTORY     - 1942     MONUMENTED       CGS
 AN0332  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0332  HISTORY     - 19980721 MARK NOT FOUND   USPSQD
 AN0332
 AN0332                          STATION DESCRIPTION
 AN0332
 AN0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0332'3.0 MI W FROM PORT OCONNOR.
 AN0332'3.0 MILES WEST ALONG STATE HIGHWAY 185 FROM THE INTERSECTION OF ADAMS
 AN0332'STREET AND PARK AVENUE AT PORT OCONNOR, CALHOUN COUNTY, AT THE
 AN0332'JUNCTION OF A ROAD LEADING TO A HUNTING CLUB, 28 FEET SOUTH OF THE
 AN0332'CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AN0332'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED L 592 1942 AND
 AN0332'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE
 AN0332'GROUND.
 AN0332
 AN0332                          STATION RECOVERY (1990)
 AN0332
 AN0332'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 AN0332'MARK NOT FOUND.
 AN0332
 AN0332                          STATION RECOVERY (1998)
 AN0332
 AN0332'RECOVERY NOTE BY US POWER SQUADRON 1998
 AN0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0402 ***********************************************************************
 AN0402  DESIGNATION -  L 594
 AN0402  PID         -  AN0402
 AN0402  STATE/COUNTY-  TX/REFUGIO
 AN0402  USGS QUAD   -  TIVOLI SE (1952)
 AN0402
 AN0402                         *CURRENT SURVEY CONTROL
 AN0402  ___________________________________________________________________
 AN0402* NAD 83(1986)-  28 20 11.     (N)    096 47 42.     (W)     SCALED    
 AN0402* NAVD 88     -         4.38   (+/-2cm)      14.4    (feet)  VERTCON   
 AN0402  ___________________________________________________________________
 AN0402  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN0402
 AN0402  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0402
 AN0402.The horizontal coordinates were scaled from a topographic map and have
 AN0402.an estimated accuracy of +/- 6 seconds.
 AN0402
 AN0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0402.The vertical order pertains to the NGVD 29 superseded value.
 AN0402
 AN0402.The geoid height was determined by GEOID03.
 AN0402
 AN0402;                    North         East    Units  Estimated Accuracy
 AN0402;SPC TXSC     - 4,057,790.      816,200.      MT  (+/- 180 meters Scaled)
 AN0402
 AN0402                          SUPERSEDED SURVEY CONTROL
 AN0402
 AN0402  NGVD 29 (??/??/92)    4.502  (m)           14.77   (f) ADJ UNCH    2 0
 AN0402
 AN0402.Superseded values are not recommended for survey control.
 AN0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0402.See file dsdata.txt to determine how the superseded data were derived.
 AN0402
 AN0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS161364(NAD 83)
 AN0402_MARKER: DB = BENCH MARK DISK
 AN0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0402_STAMPING: L 594 1942
 AN0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0402+STABILITY: SURFACE MOTION
 AN0402
 AN0402  HISTORY     - Date     Condition        Report By
 AN0402  HISTORY     - 1942     MONUMENTED       CGS
 AN0402  HISTORY     - 19990724 GOOD             USPSQD
 AN0402
 AN0402                          STATION DESCRIPTION
 AN0402
 AN0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0402'4.9 MI SSE FROM AUSTWELL.
 AN0402'4.9 MILES SOUTH-SOUTHEAST ALONG A SHELL ROAD FROM THE CITY WATER TOWER
 AN0402'AT AUSTWELL, REFUGIO COUNTY, 0.2 MILE NORTH OF AIR BEACON CC-H, AT THE
 AN0402'END OF THE RIGHT-OF-WAY FENCE, 250 FEET SOUTH OF A FENCE CORNER, 35
 AN0402'FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A WHITE
 AN0402'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AN0402'STAMPED L 594 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0402'ABOUT 0.5 FOOT ABOVE GROUND.
 AN0402
 AN0402                          STATION RECOVERY (1999)
 AN0402
 AN0402'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0366 ***********************************************************************
 AN0366  DESIGNATION -  L 595
 AN0366  PID         -  AN0366
 AN0366  STATE/COUNTY-  TX/REFUGIO
 AN0366  USGS QUAD   -  TIVOLI SW (1952)
 AN0366
 AN0366                         *CURRENT SURVEY CONTROL
 AN0366  ___________________________________________________________________
 AN0366* NAD 83(1986)-  28 19 26.     (N)    096 56 08.     (W)     SCALED    
 AN0366* NAVD 88     -         4.53   (+/-2cm)      14.9    (feet)  VERTCON   
 AN0366  ___________________________________________________________________
 AN0366  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0366
 AN0366  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0366
 AN0366.The horizontal coordinates were scaled from a topographic map and have
 AN0366.an estimated accuracy of +/- 6 seconds.
 AN0366
 AN0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0366.The vertical order pertains to the NGVD 29 superseded value.
 AN0366
 AN0366.The geoid height was determined by GEOID03.
 AN0366
 AN0366;                    North         East    Units  Estimated Accuracy
 AN0366;SPC TXSC     - 4,056,160.      802,450.      MT  (+/- 180 meters Scaled)
 AN0366
 AN0366                          SUPERSEDED SURVEY CONTROL
 AN0366
 AN0366  NGVD 29 (??/??/92)    4.650  (m)           15.26   (f) ADJ UNCH    2 0
 AN0366
 AN0366.Superseded values are not recommended for survey control.
 AN0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0366.See file dsdata.txt to determine how the superseded data were derived.
 AN0366
 AN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS023348(NAD 83)
 AN0366_MARKER: DB = BENCH MARK DISK
 AN0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0366_SP_SET: BRIDGE
 AN0366_STAMPING: L 595 1942
 AN0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0366
 AN0366  HISTORY     - Date     Condition        Report By
 AN0366  HISTORY     - 1942     MONUMENTED       CGS
 AN0366  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0366  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0366
 AN0366                          STATION DESCRIPTION
 AN0366
 AN0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0366'9.5 MI S FROM TIVOLI.
 AN0366'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 113 AND 35 AT
 AN0366'TIVOLI-- PROCEED SOUTH 9.5 MILES ON STATE HIGHWAY NO. 35, TO A
 AN0366'CONCRETE BRIDGE, 0.1 MILE NORTH OF THE INTERSECTION OF A ROAD TO
 AN0366'REFUGIO AND SITE OF BENCH MARK.  BENCH MARK IS IN THE TOP OF THE
 AN0366'SOUTHEND OF THE WEST CURB OF THE CONCRETE BRIDGE, ABOUT 0.1 MILE NORTH
 AN0366'OF THE INTERSECTION, 14.0 FEET WEST OF AND ABOUT 1.0 MILE NORTH OF THE
 AN0366'INTERSECTION, 14.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 AN0366'CENTERLINE OF THE HIGHWAY.  IT IS 0.3 FOOT SOUTH OF THE SOUTH END OF
 AN0366'THE WEST GUARD RAIL.
 AN0366
 AN0366                          STATION RECOVERY (1990)
 AN0366
 AN0366'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AN0366'MARK NOT FOUND.
 AN0366
 AN0366                          STATION RECOVERY (1999)
 AN0366
 AN0366'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0367 ***********************************************************************
 AN0367  DESIGNATION -  L 595 RESET 1953
 AN0367  PID         -  AN0367
 AN0367  STATE/COUNTY-  TX/REFUGIO
 AN0367  USGS QUAD   -  TIVOLI SW (1952)
 AN0367
 AN0367                         *CURRENT SURVEY CONTROL
 AN0367  ___________________________________________________________________
 AN0367* NAD 83(1986)-  28 19 26.     (N)    096 56 08.     (W)     SCALED    
 AN0367* NAVD 88     -         4.37   (+/-2cm)      14.3    (feet)  VERTCON   
 AN0367  ___________________________________________________________________
 AN0367  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AN0367
 AN0367  VERT ORDER  -  THIRD (See Below)
 AN0367
 AN0367.The horizontal coordinates were scaled from a topographic map and have
 AN0367.an estimated accuracy of +/- 6 seconds.
 AN0367
 AN0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0367.The vertical order pertains to the NGVD 29 superseded value.
 AN0367
 AN0367.The geoid height was determined by GEOID03.
 AN0367
 AN0367;                    North         East    Units  Estimated Accuracy
 AN0367;SPC TXSC     - 4,056,160.      802,450.      MT  (+/- 180 meters Scaled)
 AN0367
 AN0367                          SUPERSEDED SURVEY CONTROL
 AN0367
 AN0367  NGVD 29 (??/??/??)    4.49   (m)           14.7    (f) RESET       3  
 AN0367
 AN0367.Superseded values are not recommended for survey control.
 AN0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0367.See file dsdata.txt to determine how the superseded data were derived.
 AN0367
 AN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS023348(NAD 83)
 AN0367_MARKER: DD = SURVEY DISK
 AN0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AN0367_SP_SET: BRIDGE
 AN0367_STAMPING: L 595 RESET 1953
 AN0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AN0367
 AN0367  HISTORY     - Date     Condition        Report By
 AN0367  HISTORY     - 1953     MONUMENTED       TXHD
 AN0367  HISTORY     - 1987     GOOD             USPSQD
 AN0367  HISTORY     - 1988     GOOD             USPSQD
 AN0367  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN0367
 AN0367                          STATION DESCRIPTION
 AN0367
 AN0367'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1953
 AN0367'9.5 MI S FROM TIVOLI.
 AN0367'9.5 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 AN0367'HIGHWAY 113 AT TIVOLI, REFUGIO COUNTY, 0.1 MILE NORTH OF THE JUNCTION
 AN0367'OF A ROAD LEADING WEST TO REFUGIO, AT A CONCRETE BRIDGE, IN THE TOP OF
 AN0367'THE SOUTH END OF THE WEST CURB, 18.5 FEET NORTH OF THE END, 21 FEET
 AN0367'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT HIGHER THAN THE
 AN0367'HIGHWAY.  A STANDARD DISK, STAMPED L 595 RESET 1953.
 AN0367
 AN0367                          STATION RECOVERY (1987)
 AN0367
 AN0367'RECOVERY NOTE BY US POWER SQUADRON 1987 (WFT)
 AN0367'RECOVERED IN GOOD CONDITION.
 AN0367
 AN0367                          STATION RECOVERY (1988)
 AN0367
 AN0367'RECOVERY NOTE BY US POWER SQUADRON 1988 (WB)
 AN0367'RECOVERED IN GOOD CONDITION.
 AN0367
 AN0367                          STATION RECOVERY (1999)
 AN0367
 AN0367'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0097 ***********************************************************************
 AN0097  DESIGNATION -  L 597
 AN0097  PID         -  AN0097
 AN0097  STATE/COUNTY-  TX/CALHOUN
 AN0097  USGS QUAD   -  OLIVIA (1995)
 AN0097
 AN0097                         *CURRENT SURVEY CONTROL
 AN0097  ___________________________________________________________________
 AN0097* NAD 83(1986)-  28 39 41.     (N)    096 27 05.     (W)     SCALED    
 AN0097* NAVD 88     -         4.56   (+/-2cm)      15.0    (feet)  VERTCON   
 AN0097  ___________________________________________________________________
 AN0097  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AN0097
 AN0097  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0097
 AN0097.The horizontal coordinates were scaled from a topographic map and have
 AN0097.an estimated accuracy of +/- 6 seconds.
 AN0097
 AN0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0097.The vertical order pertains to the NGVD 29 superseded value.
 AN0097
 AN0097.The geoid height was determined by GEOID03.
 AN0097
 AN0097;                    North         East    Units  Estimated Accuracy
 AN0097;SPC TXSC     - 4,094,490.      849,100.      MT  (+/- 180 meters Scaled)
 AN0097
 AN0097                          SUPERSEDED SURVEY CONTROL
 AN0097
 AN0097  NGVD 29 (??/??/92)    4.663  (m)           15.30   (f) ADJ UNCH    2 0
 AN0097
 AN0097.Superseded values are not recommended for survey control.
 AN0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0097.See file dsdata.txt to determine how the superseded data were derived.
 AN0097
 AN0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS490731(NAD 83)
 AN0097_MARKER: DB = BENCH MARK DISK
 AN0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0097_STAMPING: L 597 1942
 AN0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0097+STABILITY: SURFACE MOTION
 AN0097
 AN0097  HISTORY     - Date     Condition        Report By
 AN0097  HISTORY     - 1942     MONUMENTED       CGS
 AN0097
 AN0097                          STATION DESCRIPTION
 AN0097
 AN0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN0097'4.3 MI S FROM LA WARD.
 AN0097'IN CALHOUN COUNTY, 4.3 MILES SOUTH ALONG STATE HIGHWAY 172 FROM THE
 AN0097'JUNCTION OF STATE HIGHWAY 35 ABOUT 8.3 MILES SOUTH OF LA WARD, JACKSON
 AN0097'COUNTY, 0.1 MILE NORTH OF A ROAD INTERSECTION, 45 FEET WEST OF THE
 AN0097'CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AN0097'POST, AND 1 FOOT FROM A FENCE.  A STANDARD DISK, STAMPED L 597 1942
 AN0097'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 AN0097'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0154 ***********************************************************************
 AJ0154  DESIGNATION -  L 598
 AJ0154  PID         -  AJ0154
 AJ0154  STATE/COUNTY-  TX/JIM WELLS
 AJ0154  USGS QUAD   -  PALITO BLANCO (1963)
 AJ0154
 AJ0154                         *CURRENT SURVEY CONTROL
 AJ0154  ___________________________________________________________________
 AJ0154* NAD 83(1986)-  27 36 08.     (N)    098 10 41.     (W)     SCALED    
 AJ0154* NAVD 88     -        68.372  (meters)     224.32   (feet)  ADJUSTED  
 AJ0154  ___________________________________________________________________
 AJ0154  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AJ0154  DYNAMIC HT  -          68.265 (meters)     223.97  (feet)  COMP
 AJ0154  MODELED GRAV-     979,085.5   (mgal)                       NAVD 88
 AJ0154
 AJ0154  VERT ORDER  -  SECOND    CLASS 0
 AJ0154
 AJ0154.The horizontal coordinates were scaled from a topographic map and have
 AJ0154.an estimated accuracy of +/- 6 seconds.
 AJ0154
 AJ0154.The orthometric height was determined by differential leveling
 AJ0154.and adjusted by the National Geodetic Survey in June 1991..
 AJ0154
 AJ0154.The geoid height was determined by GEOID03.
 AJ0154
 AJ0154.The dynamic height is computed by dividing the NAVD 88
 AJ0154.geopotential number by the normal gravity value computed on the
 AJ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0154.degrees latitude (g = 980.6199 gals.).
 AJ0154
 AJ0154.The modeled gravity was interpolated from observed gravity values.
 AJ0154
 AJ0154;                    North         East    Units  Estimated Accuracy
 AJ0154;SPC TX S     - 5,214,490.      331,780.      MT  (+/- 180 meters Scaled)
 AJ0154
 AJ0154                          SUPERSEDED SURVEY CONTROL
 AJ0154
 AJ0154  NGVD 29 (??/??/92)   68.464  (m)          224.62   (f) ADJ UNCH    2 0
 AJ0154
 AJ0154.Superseded values are not recommended for survey control.
 AJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0154.See file dsdata.txt to determine how the superseded data were derived.
 AJ0154
 AJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR811534(NAD 83)
 AJ0154_MARKER: DB = BENCH MARK DISK
 AJ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0154_STAMPING: L 598 1942
 AJ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0154+STABILITY: SURFACE MOTION
 AJ0154
 AJ0154  HISTORY     - Date     Condition        Report By
 AJ0154  HISTORY     - 1942     MONUMENTED       CGS
 AJ0154
 AJ0154                          STATION DESCRIPTION
 AJ0154
 AJ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0154'14.6 MI SW FROM ALICE.
 AJ0154'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT ALICE-- PROCEED
 AJ0154'7.9 MILES SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0154'INTERSECTION OF ROAD LEADING WESTERLY.  THENCE, GO 6.7 MILES WESTERLY
 AJ0154'ALONG DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AJ0154'0.2 MILE EAST OF A CATTLE GUARD, 24.0 FEET SOUTH OF THE CENTERLINE OF
 AJ0154'THE ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST. THE
 AJ0154'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0184 ***********************************************************************
 AJ0184  DESIGNATION -  L 599
 AJ0184  PID         -  AJ0184
 AJ0184  STATE/COUNTY-  TX/DUVAL
 AJ0184  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0184
 AJ0184                         *CURRENT SURVEY CONTROL
 AJ0184  ___________________________________________________________________
 AJ0184* NAD 83(1986)-  27 44 58.     (N)    098 14 48.     (W)     SCALED    
 AJ0184* NAVD 88     -        99.971  (meters)     327.99   (feet)  ADJUSTED  
 AJ0184  ___________________________________________________________________
 AJ0184  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AJ0184  DYNAMIC HT  -          99.816 (meters)     327.48  (feet)  COMP
 AJ0184  MODELED GRAV-     979,093.9   (mgal)                       NAVD 88
 AJ0184
 AJ0184  VERT ORDER  -  SECOND    CLASS 0
 AJ0184
 AJ0184.The horizontal coordinates were scaled from a topographic map and have
 AJ0184.an estimated accuracy of +/- 6 seconds.
 AJ0184
 AJ0184.The orthometric height was determined by differential leveling
 AJ0184.and adjusted by the National Geodetic Survey in June 1991..
 AJ0184
 AJ0184.The geoid height was determined by GEOID03.
 AJ0184
 AJ0184.The dynamic height is computed by dividing the NAVD 88
 AJ0184.geopotential number by the normal gravity value computed on the
 AJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0184.degrees latitude (g = 980.6199 gals.).
 AJ0184
 AJ0184.The modeled gravity was interpolated from observed gravity values.
 AJ0184
 AJ0184;                    North         East    Units  Estimated Accuracy
 AJ0184;SPC TX S     - 5,230,790.      324,980.      MT  (+/- 180 meters Scaled)
 AJ0184
 AJ0184                          SUPERSEDED SURVEY CONTROL
 AJ0184
 AJ0184  NGVD 29 (??/??/92)  100.05   (m)          328.2    (f) COMPUTED    2 0
 AJ0184
 AJ0184.Superseded values are not recommended for survey control.
 AJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0184.See file dsdata.txt to determine how the superseded data were derived.
 AJ0184
 AJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR742696(NAD 83)
 AJ0184_MARKER: DB = BENCH MARK DISK
 AJ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0184_STAMPING: L 599 1942
 AJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0184+STABILITY: SURFACE MOTION
 AJ0184
 AJ0184  HISTORY     - Date     Condition        Report By
 AJ0184  HISTORY     - 1942     MONUMENTED       CGS
 AJ0184
 AJ0184                          STATION DESCRIPTION
 AJ0184
 AJ0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0184'1.5 MI SW FROM SAN DIEGO.
 AJ0184'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0184'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF DIRT ROAD
 AJ0184'LEADING SOUTH AND SITE OF BENCH MARK.  BENCH MARK IS AT THE CITY
 AJ0184'LIMMITS SIGN, 45.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 AJ0184'36.0 FEET EAST OF DRIVEWAY TO FARM HOUSE.  IT IS 3.0 FEET WEST OF A
 AJ0184'4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF FENCE.  THE MONUMENT
 AJ0184'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0350 ***********************************************************************
 CD0350  DESIGNATION -  L 6
 CD0350  PID         -  CD0350
 CD0350  STATE/COUNTY-  TX/CULBERSON
 CD0350  USGS QUAD   -  SIX BAR RANCH (1973)
 CD0350
 CD0350                         *CURRENT SURVEY CONTROL
 CD0350  ___________________________________________________________________
 CD0350* NAD 83(1986)-  31 39 47.     (N)    104 51 46.     (W)     SCALED    
 CD0350* NAVD 88     -      1162.293  (meters)    3813.29   (feet)  ADJUSTED  
 CD0350  ___________________________________________________________________
 CD0350  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CD0350  DYNAMIC HT  -        1160.525 (meters)    3807.49  (feet)  COMP
 CD0350  MODELED GRAV-     979,079.2   (mgal)                       NAVD 88
 CD0350
 CD0350  VERT ORDER  -  SECOND    CLASS 0
 CD0350
 CD0350.The horizontal coordinates were scaled from a topographic map and have
 CD0350.an estimated accuracy of +/- 6 seconds.
 CD0350
 CD0350.The orthometric height was determined by differential leveling
 CD0350.and adjusted by the National Geodetic Survey in June 1991..
 CD0350
 CD0350.The geoid height was determined by GEOID03.
 CD0350
 CD0350.The dynamic height is computed by dividing the NAVD 88
 CD0350.geopotential number by the normal gravity value computed on the
 CD0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0350.degrees latitude (g = 980.6199 gals.).
 CD0350
 CD0350.The modeled gravity was interpolated from observed gravity values.
 CD0350
 CD0350;                    North         East    Units  Estimated Accuracy
 CD0350;SPC TX C     - 3,230,060.      270,580.      MT  (+/- 180 meters Scaled)
 CD0350
 CD0350                          SUPERSEDED SURVEY CONTROL
 CD0350
 CD0350  NGVD 29 (??/??/92) 1161.773  (m)         3811.58   (f) ADJ UNCH    2 0
 CD0350
 CD0350.Superseded values are not recommended for survey control.
 CD0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0350.See file dsdata.txt to determine how the superseded data were derived.
 CD0350
 CD0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER130030(NAD 83)
 CD0350_MARKER: DD = SURVEY DISK
 CD0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0350_STAMPING: L 6 3812 1933
 CD0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0350+STABILITY: SURFACE MOTION
 CD0350
 CD0350  HISTORY     - Date     Condition        Report By
 CD0350  HISTORY     - 1933     MONUMENTED       USGS
 CD0350  HISTORY     - 1958     GOOD             NGS
 CD0350
 CD0350                          STATION DESCRIPTION
 CD0350
 CD0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0350'46.05 MI N FROM VAN HORN.
 CD0350'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0350'STATION AT VAN HORN, THENCE ABOUT 45.8 MILES NORTH ALONG STATE HIGHWAY
 CD0350'54, THENCE ABOUT 0.1 MILE EAST ACROSS A BRUSHY PASTURE TO THE OLD
 CD0350'HIGHWAY.  36 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 CD0350'ABOUT 0.15 MILE NORTH-NORTHWEST OF TRIANGULATION STATION SLOPE 1943,
 CD0350'ABOUT 100 YARDS SOUTHEAST OF A SMALL DRY CREEK, 2 FEET NORTH OF A
 CD0350'WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE OLD
 CD0350'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0400 ***********************************************************************
 AE0400  DESIGNATION -  L 60
 AE0400  PID         -  AE0400
 AE0400  STATE/COUNTY-  TX/HIDALGO
 AE0400  USGS QUAD   -  LOS EBANOS (1965)
 AE0400
 AE0400                         *CURRENT SURVEY CONTROL
 AE0400  ___________________________________________________________________
 AE0400* NAD 83(1986)-  26 14 34.     (N)    098 30 22.     (W)     SCALED    
 AE0400* NAVD 88     -        39.262  (meters)     128.81   (feet)  ADJUSTED  
 AE0400  ___________________________________________________________________
 AE0400  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE0400  DYNAMIC HT  -          39.196 (meters)     128.60  (feet)  COMP
 AE0400  MODELED GRAV-     978,987.2   (mgal)                       NAVD 88
 AE0400
 AE0400  VERT ORDER  -  FIRST     CLASS II
 AE0400
 AE0400.The horizontal coordinates were scaled from a topographic map and have
 AE0400.an estimated accuracy of +/- 6 seconds.
 AE0400
 AE0400.The orthometric height was determined by differential leveling
 AE0400.and adjusted by the National Geodetic Survey in June 1991..
 AE0400.WARNING-Repeat measurements at this control monument indicate possible
 AE0400.vertical movement.
 AE0400
 AE0400.The geoid height was determined by GEOID03.
 AE0400
 AE0400.The dynamic height is computed by dividing the NAVD 88
 AE0400.geopotential number by the normal gravity value computed on the
 AE0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0400.degrees latitude (g = 980.6199 gals.).
 AE0400
 AE0400.The modeled gravity was interpolated from observed gravity values.
 AE0400
 AE0400;                    North         East    Units  Estimated Accuracy
 AE0400;SPC TX S     - 5,063,830.      299,390.      MT  (+/- 180 meters Scaled)
 AE0400
 AE0400                          SUPERSEDED SURVEY CONTROL
 AE0400
 AE0400  NGVD 29 (??/??/92)   39.375  (m)          129.18   (f) ADJ UNCH    1 2
 AE0400
 AE0400.Superseded values are not recommended for survey control.
 AE0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0400.See file dsdata.txt to determine how the superseded data were derived.
 AE0400
 AE0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ493026(NAD 83)
 AE0400_MARKER: P = PIPE CAP
 AE0400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE0400_SP_SET: METAL PIPE DRIVEN INTO GROUND
 AE0400_STAMPING: 129.294 1913 S
 AE0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0400
 AE0400  HISTORY     - Date     Condition        Report By
 AE0400  HISTORY     - 1913     MONUMENTED       USGS
 AE0400  HISTORY     - 1943     GOOD             NGS
 AE0400  HISTORY     - 1963     MARK NOT FOUND   USGS
 AE0400  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0400
 AE0400                          STATION DESCRIPTION
 AE0400
 AE0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AE0400'1.8 MI E FROM SAM FORDYCE.
 AE0400'BENCH MARK IS ABOUT 1.8 MILES EASTERLY ALONG THE MISSOURI PACIFIC
 AE0400'RAILROAD FROM THE STATION AT SAM FORDYCE, AT A GRADE CROSSING, AND
 AE0400'ABOUT 200.6 FEET NORTHEAST OF A BRICK SCHOOL BUILDING.  IT IS 50.0
 AE0400'FEET SOUTH OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE TRACKS,
 AE0400'30.0 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, AND 2.5 FEET
 AE0400'EAST OF A 4X4-INCH WOODEN MARKER POST.  A U.S.G.S. BRASS CAP RIVETED
 AE0400'ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 AE0400
 AE0400                          STATION RECOVERY (1963)
 AE0400
 AE0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AE0400'1.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 AE0400'AT SAM FORDYCE, HILDAGO COUNTY, AT A GRADE CROSSING, 200 FEET
 AE0400'NORTHEAST OF A BRICK SCHOOL BUILDING, 50 FEET SOUTH OF AND 3.0 FEET
 AE0400'BELOW THE CENTERLINE OF THE TRACKS, 30 FEET WEST OF THE CENTERLINE OF
 AE0400'THE NORTHSOUTH ROAD, AND 2.5 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AE0400'POST. A BRASS CAP RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 AE0400
 AE0400                          STATION RECOVERY (1992)
 AE0400
 AE0400'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0317 ***********************************************************************
 AJ0317  DESIGNATION -  L 600
 AJ0317  PID         -  AJ0317
 AJ0317  STATE/COUNTY-  TX/DUVAL
 AJ0317  USGS QUAD   -  SEELIGSON RANCH (1963)
 AJ0317
 AJ0317                         *CURRENT SURVEY CONTROL
 AJ0317  ___________________________________________________________________
 AJ0317* NAD 83(1986)-  27 27 40.     (N)    098 14 16.     (W)     SCALED    
 AJ0317* NAVD 88     -        66.785  (meters)     219.11   (feet)  ADJUSTED  
 AJ0317  ___________________________________________________________________
 AJ0317  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AJ0317  DYNAMIC HT  -          66.680 (meters)     218.77  (feet)  COMP
 AJ0317  MODELED GRAV-     979,076.5   (mgal)                       NAVD 88
 AJ0317
 AJ0317  VERT ORDER  -  SECOND    CLASS 0
 AJ0317
 AJ0317.The horizontal coordinates were scaled from a topographic map and have
 AJ0317.an estimated accuracy of +/- 6 seconds.
 AJ0317
 AJ0317.The orthometric height was determined by differential leveling
 AJ0317.and adjusted by the National Geodetic Survey in June 1991..
 AJ0317
 AJ0317.The geoid height was determined by GEOID03.
 AJ0317
 AJ0317.The dynamic height is computed by dividing the NAVD 88
 AJ0317.geopotential number by the normal gravity value computed on the
 AJ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0317.degrees latitude (g = 980.6199 gals.).
 AJ0317
 AJ0317.The modeled gravity was interpolated from observed gravity values.
 AJ0317
 AJ0317;                    North         East    Units  Estimated Accuracy
 AJ0317;SPC TX S     - 5,198,840.      325,920.      MT  (+/- 180 meters Scaled)
 AJ0317
 AJ0317                          SUPERSEDED SURVEY CONTROL
 AJ0317
 AJ0317  NGVD 29 (??/??/92)   66.91   (m)          219.5    (f) COMPUTED    2 0
 AJ0317
 AJ0317.Superseded values are not recommended for survey control.
 AJ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0317.See file dsdata.txt to determine how the superseded data were derived.
 AJ0317
 AJ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR753377(NAD 83)
 AJ0317_MARKER: DB = BENCH MARK DISK
 AJ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0317_STAMPING: L 600 1942
 AJ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0317+STABILITY: SURFACE MOTION
 AJ0317
 AJ0317  HISTORY     - Date     Condition        Report By
 AJ0317  HISTORY     - 1942     MONUMENTED       CGS
 AJ0317
 AJ0317                          STATION DESCRIPTION
 AJ0317
 AJ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0317'16.3 MI NW FROM PREMONT.
 AJ0317'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT PREMONT--
 AJ0317'PROCEED 7.7 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD TO THE
 AJ0317'INTERSECTION OF TRACK ROAD LEADING WEST.  THENCE, GO 8.6 MILES
 AJ0317'WESTERLY ALONG THE ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS
 AJ0317'27.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.0 FEET WEST OF A
 AJ0317'FENCE CORNER AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  IT
 AJ0317'IS 1.0 FOOT SOUTH OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1383 ***********************************************************************
 AN1383  DESIGNATION -  L 601
 AN1383  PID         -  AN1383
 AN1383  STATE/COUNTY-  TX/ARANSAS
 AN1383  USGS QUAD   -  LAMAR (1979)
 AN1383
 AN1383                         *CURRENT SURVEY CONTROL
 AN1383  ___________________________________________________________________
 AN1383* NAD 83(1986)-  28 08 07.     (N)    097 00 31.     (W)     SCALED    
 AN1383* NAVD 88     -         4.39   (+/-2cm)      14.4    (feet)  VERTCON   
 AN1383  ___________________________________________________________________
 AN1383  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AN1383
 AN1383  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1383
 AN1383.The horizontal coordinates were scaled from a topographic map and have
 AN1383.an estimated accuracy of +/- 6 seconds.
 AN1383
 AN1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1383.The vertical order pertains to the NGVD 29 superseded value.
 AN1383
 AN1383.The geoid height was determined by GEOID03.
 AN1383
 AN1383;                    North         East    Units  Estimated Accuracy
 AN1383;SPC TXSC     - 4,035,130.      795,640.      MT  (+/- 180 meters Scaled)
 AN1383
 AN1383                          SUPERSEDED SURVEY CONTROL
 AN1383
 AN1383  NGVD 29 (??/??/92)    4.528  (m)           14.86   (f) ADJ UNCH    2 0
 AN1383
 AN1383.Superseded values are not recommended for survey control.
 AN1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1383.See file dsdata.txt to determine how the superseded data were derived.
 AN1383
 AN1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS955137(NAD 83)
 AN1383_MARKER: DB = BENCH MARK DISK
 AN1383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1383_SP_SET: CAUSEWAY
 AN1383_STAMPING: L 601 1942
 AN1383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AN1383+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 AN1383
 AN1383  HISTORY     - Date     Condition        Report By
 AN1383  HISTORY     - 1942     MONUMENTED       CGS
 AN1383  HISTORY     - 1969     GOOD             USFWS
 AN1383  HISTORY     - 1988     GOOD             USPSQD
 AN1383  HISTORY     - 1988     GOOD             USPSQD
 AN1383  HISTORY     - 1989     GOOD             USPSQD
 AN1383  HISTORY     - 1990     GOOD             USPSQD
 AN1383  HISTORY     - 19910720 GOOD             USPSQD
 AN1383  HISTORY     - 19961011 GOOD             USPSQD
 AN1383  HISTORY     - 20051105 GOOD             USPSQD
 AN1383
 AN1383                          STATION DESCRIPTION
 AN1383
 AN1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1383'8.2 MI N FROM ROCKPORT.
 AN1383'8.2 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE CITY WATER TOWER AT
 AN1383'ROCKPORT, ARANSAS COUNTY, AT THE NORTH END OF THE CAUSEWAY OVER COPANO
 AN1383'BAY, IN THE CENTER OF THE TOP OF THE NORTHWEST CORNER OF A MASONRY
 AN1383'WINGWALL, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET
 AN1383'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 601 1942.
 AN1383
 AN1383                          STATION RECOVERY (1969)
 AN1383
 AN1383'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 1969
 AN1383'RECOVERED IN GOOD CONDITION.
 AN1383
 AN1383                          STATION RECOVERY (1988)
 AN1383
 AN1383'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCH)
 AN1383'RECOVERED IN GOOD CONDITION.
 AN1383
 AN1383                          STATION RECOVERY (1988)
 AN1383
 AN1383'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AN1383'RECOVERED IN GOOD CONDITION.
 AN1383
 AN1383                          STATION RECOVERY (1989)
 AN1383
 AN1383'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 AN1383'RECOVERED IN GOOD CONDITION.
 AN1383
 AN1383                          STATION RECOVERY (1990)
 AN1383
 AN1383'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 AN1383'RECOVERED IN GOOD CONDITION.
 AN1383
 AN1383                          STATION RECOVERY (1991)
 AN1383
 AN1383'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AN1383'RECOVERED IN GOOD CONDITION.
 AN1383
 AN1383                          STATION RECOVERY (1996)
 AN1383
 AN1383'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1383'RECOVERED IN GOOD CONDITION.
 AN1383
 AN1383                          STATION RECOVERY (2005)
 AN1383
 AN1383'RECOVERY NOTE BY US POWER SQUADRON 2005 (LM)
 AN1383'MARK IS IN WINGWALL OF OLD CAUSWAY THAT IS NOW BEING USED AS A FISHING
 AN1383'PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1284 ***********************************************************************
 AN1284  DESIGNATION -  L 602
 AN1284  PID         -  AN1284
 AN1284  STATE/COUNTY-  TX/REFUGIO
 AN1284  USGS QUAD   -  QUINTANA (1979)
 AN1284
 AN1284                         *CURRENT SURVEY CONTROL
 AN1284  ___________________________________________________________________
 AN1284* NAD 83(1986)-  28 18 05.     (N)    097 07 45.     (W)     SCALED    
 AN1284* NAVD 88     -        11.34   (+/-2cm)      37.2    (feet)  VERTCON   
 AN1284  ___________________________________________________________________
 AN1284  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AN1284
 AN1284  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1284
 AN1284.The horizontal coordinates were scaled from a topographic map and have
 AN1284.an estimated accuracy of +/- 6 seconds.
 AN1284
 AN1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1284.The vertical order pertains to the NGVD 29 superseded value.
 AN1284
 AN1284.The geoid height was determined by GEOID03.
 AN1284
 AN1284;                    North         East    Units  Estimated Accuracy
 AN1284;SPC TXSC     - 4,053,340.      783,500.      MT  (+/- 180 meters Scaled)
 AN1284
 AN1284                          SUPERSEDED SURVEY CONTROL
 AN1284
 AN1284  NGVD 29 (??/??/92)   11.489  (m)           37.69   (f) ADJ UNCH    2 0
 AN1284
 AN1284.Superseded values are not recommended for survey control.
 AN1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1284.See file dsdata.txt to determine how the superseded data were derived.
 AN1284
 AN1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS834320(NAD 83)
 AN1284_MARKER: DB = BENCH MARK DISK
 AN1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1284_STAMPING: L 602 1942
 AN1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1284+STABILITY: SURFACE MOTION
 AN1284
 AN1284  HISTORY     - Date     Condition        Report By
 AN1284  HISTORY     - 1942     MONUMENTED       CGS
 AN1284  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1284  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1284  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1284  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1284
 AN1284                          STATION DESCRIPTION
 AN1284
 AN1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1284'9.0 MI E FROM REFUGIO.
 AN1284'9.0 MILES EAST ALONG A COUNTY ROAD FROM THE COUNTY COURTHOUSE AT
 AN1284'REFUGIO, REFUGIO COUNTY, 0.3 MILE EAST OF A BRIDGE OVER A CREEK, 0.1
 AN1284'MILE WEST OF A LARGE OIL-STORAGE TANK, 49 FEET NORTH OF THE CENTERLINE
 AN1284'OF THE ROAD, 5 FEET EAST OF A POLE, 3 FEET WEST OF A WHITE WOODEN
 AN1284'WITNESS POST, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT LOWER
 AN1284'THAN THE ROAD.  A STANDARD DISK, STAMPED L 602 1942 AND SET
 AN1284'IN THE TOP OF A CONCRETE POST.
 AN1284
 AN1284                          STATION RECOVERY (1973)
 AN1284
 AN1284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1284'MARK NOT FOUND.
 AN1284
 AN1284                          STATION RECOVERY (1988)
 AN1284
 AN1284'RECOVERY NOTE BY US POWER SQUADRON 1988 (GCM)
 AN1284'MARK NOT FOUND.
 AN1284
 AN1284                          STATION RECOVERY (1994)
 AN1284
 AN1284'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1284'MARK NOT FOUND.
 AN1284
 AN1284                          STATION RECOVERY (1999)
 AN1284
 AN1284'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1323 ***********************************************************************
 AN1323  DESIGNATION -  L 603
 AN1323  PID         -  AN1323
 AN1323  STATE/COUNTY-  TX/SAN PATRICIO
 AN1323  USGS QUAD   -  BAYSIDE (1979)
 AN1323
 AN1323                         *CURRENT SURVEY CONTROL
 AN1323  ___________________________________________________________________
 AN1323* NAD 83(1986)-  28 02 01.     (N)    097 14 17.     (W)     SCALED    
 AN1323* NAVD 88     -         5.39   (+/-2cm)      17.7    (feet)  VERTCON   
 AN1323  ___________________________________________________________________
 AN1323  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AN1323
 AN1323  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1323
 AN1323.The horizontal coordinates were scaled from a topographic map and have
 AN1323.an estimated accuracy of +/- 6 seconds.
 AN1323
 AN1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1323.The vertical order pertains to the NGVD 29 superseded value.
 AN1323
 AN1323.The geoid height was determined by GEOID03.
 AN1323
 AN1323;                    North         East    Units  Estimated Accuracy
 AN1323;SPC TX S     - 5,262,870.      424,090.      MT  (+/- 180 meters Scaled)
 AN1323
 AN1323                          SUPERSEDED SURVEY CONTROL
 AN1323
 AN1323  NGVD 29 (??/??/92)    5.54   (m)           18.2    (f) COMPUTED    2 0
 AN1323
 AN1323.Superseded values are not recommended for survey control.
 AN1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1323.See file dsdata.txt to determine how the superseded data were derived.
 AN1323
 AN1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS732021(NAD 83)
 AN1323_MARKER: DB = BENCH MARK DISK
 AN1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1323_STAMPING: L 603 1942
 AN1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1323+STABILITY: SURFACE MOTION
 AN1323
 AN1323  HISTORY     - Date     Condition        Report By
 AN1323  HISTORY     - 1942     MONUMENTED       CGS
 AN1323  HISTORY     - 1974     MARK NOT FOUND   USGS
 AN1323
 AN1323                          STATION DESCRIPTION
 AN1323
 AN1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1323'4.8 MI SW FROM BAYSIDE.
 AN1323'IN SAN PATRICIO COUNTY, 4.8 MILES SOUTHWEST ALONG THE GREGORY ROAD
 AN1323'FROM THE POST OFFICE AT BAYSIDE, REFUGIO COUNTY, AT A ROAD
 AN1323'INTERSECTION, IN THE SOUTHWEST CORNER OF A FARMYARD, 50 FEET SOUTHEAST
 AN1323'OF THE CENTERLINE OF THE MAIN ROAD, 42 FEET NORTHEAST OF THE
 AN1323'CENTERLINE OF THE CROSS ROAD, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AN1323'POST, AND LEVEL WITH THE GREGORY ROAD.  A STANDARD DISK, STAMPED L 603
 AN1323'1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT
 AN1323'ABOVE GROUND.
 AN1323
 AN1323                          STATION RECOVERY (1974)
 AN1323
 AN1323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AN1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1305 ***********************************************************************
 AN1305  DESIGNATION -  L 604
 AN1305  PID         -  AN1305
 AN1305  STATE/COUNTY-  TX/REFUGIO
 AN1305  USGS QUAD   -  MISSION BAY (1979)
 AN1305
 AN1305                         *CURRENT SURVEY CONTROL
 AN1305  ___________________________________________________________________
 AN1305* NAD 83(1986)-  28 10 19.     (N)    097 14 15.     (W)     SCALED    
 AN1305* NAVD 88     -         9.46   (+/-2cm)      31.0    (feet)  VERTCON   
 AN1305  ___________________________________________________________________
 AN1305  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AN1305
 AN1305  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1305
 AN1305.The horizontal coordinates were scaled from a topographic map and have
 AN1305.an estimated accuracy of +/- 6 seconds.
 AN1305
 AN1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1305.The vertical order pertains to the NGVD 29 superseded value.
 AN1305
 AN1305.The geoid height was determined by GEOID03.
 AN1305
 AN1305;                    North         East    Units  Estimated Accuracy
 AN1305;SPC TXSC     - 4,038,830.      773,090.      MT  (+/- 180 meters Scaled)
 AN1305
 AN1305                          SUPERSEDED SURVEY CONTROL
 AN1305
 AN1305  NGVD 29 (??/??/92)    9.612  (m)           31.54   (f) ADJ UNCH    2 0
 AN1305
 AN1305.Superseded values are not recommended for survey control.
 AN1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1305.See file dsdata.txt to determine how the superseded data were derived.
 AN1305
 AN1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS730175(NAD 83)
 AN1305_MARKER: DB = BENCH MARK DISK
 AN1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1305_STAMPING: L 604 1942
 AN1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1305+STABILITY: SURFACE MOTION
 AN1305
 AN1305  HISTORY     - Date     Condition        Report By
 AN1305  HISTORY     - 1942     MONUMENTED       CGS
 AN1305  HISTORY     - 1953     MARK NOT FOUND   USGS
 AN1305  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1305  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AN1305  HISTORY     - 19990726 MARK NOT FOUND   USPSQD
 AN1305
 AN1305                          STATION DESCRIPTION
 AN1305
 AN1305'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 AN1305'9.6 MI SE FROM WOODSBORO.
 AN1305'9.6 MILES SOUTHEAST ALONG THE BAYSIDE ROAD FROM THE CITY PARK AT
 AN1305'WOODSBORO, REFUGIO COUNTY, 0.6 MILE EAST OF A SHARP CURVE, 0.3 MILE
 AN1305'WEST OF A ROAD INTERSECTION, 37 FEET SOUTH OF THE CENTERLINE OF THE
 AN1305'ROAD, 3 FEET NORTH OF POWERLINE POLE 5R3, 3 FEET WEST OF A WHITE
 AN1305'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AN1305'STAMPED L 604 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN1305'ABOUT 0.5 FOOT ABOVE GROUND.
 AN1305
 AN1305                          STATION RECOVERY (1973)
 AN1305
 AN1305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1305'MARK NOT FOUND.
 AN1305
 AN1305                          STATION RECOVERY (1988)
 AN1305
 AN1305'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCJ)
 AN1305'MARK NOT FOUND.
 AN1305
 AN1305                          STATION RECOVERY (1999)
 AN1305
 AN1305'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0162 ***********************************************************************
 AH0162  DESIGNATION -  L 605
 AH0162  PID         -  AH0162
 AH0162  STATE/COUNTY-  TX/SAN PATRICIO
 AH0162  USGS QUAD   -  PORT INGLESIDE (1975)
 AH0162
 AH0162                         *CURRENT SURVEY CONTROL
 AH0162  ___________________________________________________________________
 AH0162* NAD 83(1986)-  27 52 23.     (N)    097 10 13.     (W)     SCALED    
 AH0162* NAVD 88     -         2.724  (meters)       8.94   (feet)  ADJUSTED  
 AH0162  ___________________________________________________________________
 AH0162  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH0162  DYNAMIC HT  -           2.720 (meters)       8.92  (feet)  COMP
 AH0162  MODELED GRAV-     979,141.7   (mgal)                       NAVD 88
 AH0162
 AH0162  VERT ORDER  -  FIRST     CLASS I
 AH0162
 AH0162.The horizontal coordinates were scaled from a topographic map and have
 AH0162.an estimated accuracy of +/- 6 seconds.
 AH0162
 AH0162.The orthometric height was determined by differential leveling
 AH0162.and adjusted by the National Geodetic Survey in December 1997..
 AH0162.WARNING-Repeat measurements at this control monument indicate possible
 AH0162.vertical movement.
 AH0162
 AH0162.The geoid height was determined by GEOID03.
 AH0162
 AH0162.The dynamic height is computed by dividing the NAVD 88
 AH0162.geopotential number by the normal gravity value computed on the
 AH0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0162.degrees latitude (g = 980.6199 gals.).
 AH0162
 AH0162.The modeled gravity was interpolated from observed gravity values.
 AH0162
 AH0162;                    North         East    Units  Estimated Accuracy
 AH0162;SPC TX S     - 5,245,150.      430,950.      MT  (+/- 180 meters Scaled)
 AH0162
 AH0162                          SUPERSEDED SURVEY CONTROL
 AH0162
 AH0162  NAVD 88 (06/15/91)    2.789  (m)            9.15   (f) UNKNOWN     1 1
 AH0162  NGVD 29 (??/??/92)    2.955  (m)            9.69   (f) ADJ UNCH    1 1
 AH0162
 AH0162.Superseded values are not recommended for survey control.
 AH0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0162.See file dsdata.txt to determine how the superseded data were derived.
 AH0162
 AH0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR801844(NAD 83)
 AH0162_MARKER: DB = BENCH MARK DISK
 AH0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0162_STAMPING: L 605 1942
 AH0162_MARK LOGO: CGS   
 AH0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0162+STABILITY: SURFACE MOTION
 AH0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0162+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AH0162
 AH0162  HISTORY     - Date     Condition        Report By
 AH0162  HISTORY     - 1942     MONUMENTED       CGS
 AH0162  HISTORY     - 1959     GOOD             NGS
 AH0162  HISTORY     - 1977     GOOD             NGS
 AH0162  HISTORY     - 1978     GOOD             NGS
 AH0162  HISTORY     - 1984     GOOD             USPSQD
 AH0162  HISTORY     - 1987     GOOD             USPSQD
 AH0162  HISTORY     - 1989     GOOD             USPSQD
 AH0162  HISTORY     - 1989     GOOD             USPSQD
 AH0162  HISTORY     - 19950610 GOOD             USPSQD
 AH0162  HISTORY     - 19970203 GOOD             NGS
 AH0162
 AH0162                          STATION DESCRIPTION
 AH0162
 AH0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AH0162'2.6 MI SW FROM ARANSAS PASS.
 AH0162'ABOUT 1.9 MILES SOUTHWEST ALONG FARM ROAD 632 FROM THE POSTOFFICE AT
 AH0162'ARANSAS PASS, THENCE ABOUT 0.7 MILE SOUTHWEST ALONG A PAVED ROAD, AT
 AH0162'THE JUNCTION OF A SHELL AND PAVED ROAD, 49 FEET SOUTHEAST OF THE
 AH0162'CENTER LINE OF THE ROAD, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AH0162'SHELL ROAD, 3 FEET SOUTHWEST OF A POWER POLE, 1.2 FEET NORTHWEST OF A
 AH0162'FENCE, 0.9 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AH0162'THE ROADS, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AH0162
 AH0162                          STATION RECOVERY (1977)
 AH0162
 AH0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AH0162'RECOVERED IN GOOD CONDITION.
 AH0162
 AH0162                          STATION RECOVERY (1978)
 AH0162
 AH0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AH0162'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 361 FROM THE JUNCTION OF
 AH0162'STATE HIGHWAY 361 EAST AND STATE HIGHWAY 35 BUSINESS IN ARANSAS PASS
 AH0162'(THIS IS ALSO THE JUNCTION OF GOODNIGHT AVENUE AND COMMERCIAL STREET),
 AH0162'THEN 0.7 MILE SOUTHWEST ALONG FARM ROAD 2725 TO SITE OF BENCH MARK.
 AH0162'49 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 25 FEET SOUTHWEST OF
 AH0162'A SHELL ROAD LEADING NORTHWEST, 3 FEET SOUTHWEST OF A POWERLINE POLE
 AH0162'AND 2 FEET NORTHWEST OF A FENCE.
 AH0162
 AH0162                          STATION RECOVERY (1984)
 AH0162
 AH0162'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0162'RECOVERED IN GOOD CONDITION.
 AH0162
 AH0162                          STATION RECOVERY (1987)
 AH0162
 AH0162'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AH0162'RECOVERED IN GOOD CONDITION.
 AH0162
 AH0162                          STATION RECOVERY (1989)
 AH0162
 AH0162'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 AH0162'RECOVERED IN GOOD CONDITION.
 AH0162
 AH0162                          STATION RECOVERY (1989)
 AH0162
 AH0162'RECOVERY NOTE BY US POWER SQUADRON 1989 (TS)
 AH0162'RECOVERED IN GOOD CONDITION.
 AH0162
 AH0162                          STATION RECOVERY (1995)
 AH0162
 AH0162'RECOVERY NOTE BY US POWER SQUADRON 1995
 AH0162'RECOVERED IN GOOD CONDITION.
 AH0162
 AH0162                          STATION RECOVERY (1997)
 AH0162
 AH0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AH0162'2.7 KM (1.65 MI) SOUTHERLY ALONG STATE HIGHWAY 361 FROM THE POST
 AH0162'OFFICE IN ARANSAS PASS, THENCE 1.0 KM (0.60 MI) SOUTHERLY ALONG FARM
 AH0162'ROAD 2725, 15.1 M (49.5 FT) SOUTHEAST OF THE ROAD CENTERLINE, 6.4 M
 AH0162'(21.0 FT) SOUTHWEST OF THE CENTER OF COUNTY ROAD 140, 0.2 M (0.7 FT)
 AH0162'SOUTHWEST OF A UTILITY POLE, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS
 AH0162'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1346 ***********************************************************************
 AN1346  DESIGNATION -  L 606
 AN1346  PID         -  AN1346
 AN1346  STATE/COUNTY-  TX/REFUGIO
 AN1346  USGS QUAD   -  WOODSBORO (1978)
 AN1346
 AN1346                         *CURRENT SURVEY CONTROL
 AN1346  ___________________________________________________________________
 AN1346* NAD 83(1986)-  28 11 38.     (N)    097 17 39.     (W)     SCALED    
 AN1346* NAVD 88     -         5.00   (+/-2cm)      16.4    (feet)  VERTCON   
 AN1346  ___________________________________________________________________
 AN1346  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1346
 AN1346  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1346
 AN1346.The horizontal coordinates were scaled from a topographic map and have
 AN1346.an estimated accuracy of +/- 6 seconds.
 AN1346
 AN1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1346.The vertical order pertains to the NGVD 29 superseded value.
 AN1346
 AN1346.The geoid height was determined by GEOID03.
 AN1346
 AN1346;                    North         East    Units  Estimated Accuracy
 AN1346;SPC TXSC     - 4,041,180.      767,490.      MT  (+/- 180 meters Scaled)
 AN1346
 AN1346                          SUPERSEDED SURVEY CONTROL
 AN1346
 AN1346  NGVD 29 (??/??/92)    5.167  (m)           16.95   (f) ADJ UNCH    2 0
 AN1346
 AN1346.Superseded values are not recommended for survey control.
 AN1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1346.See file dsdata.txt to determine how the superseded data were derived.
 AN1346
 AN1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS674198(NAD 83)
 AN1346_MARKER: DB = BENCH MARK DISK
 AN1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1346_STAMPING: L 606 1942
 AN1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1346+STABILITY: SURFACE MOTION
 AN1346
 AN1346  HISTORY     - Date     Condition        Report By
 AN1346  HISTORY     - 1942     MONUMENTED       CGS
 AN1346  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1346
 AN1346                          STATION DESCRIPTION
 AN1346
 AN1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1346'5.3 MI SE FROM WOODSBORO.
 AN1346'TO REACH FROM THE CITY PARK AT WOODSBORO-- PROCEED 4.6 MILES
 AN1346'SOUTHEASTERLY ALONG ROAD TOWARDS BAYSIDE TO INTERSECTION OF ROAD
 AN1346'LEADING SOUTH.  THENCE, GO 0.7 MILE SOUTHERLY ALONG DIRT ROAD TO THE
 AN1346'SITE OF THE BENCH MARK.  BENCH MARK IS 1.7 MILES NORTH OF BONNIE VIEW
 AN1346'SCHOOL HOUSE, ABOUT 0.2 MILE SOUTH OF INTERSECTION OF A CROSSROAD AND
 AN1346'20.0 FEET WEST OF THE CENTERLINE OF INTERSECTION OF DRIVEWAY WITH
 AN1346'ROAD.  IT IS 3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE
 AN1346'MONUMENT PROJECTS 0.5 FOOT.
 AN1346
 AN1346                          STATION RECOVERY (1999)
 AN1346
 AN1346'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1347 ***********************************************************************
 AN1347  DESIGNATION -  L 606 RESET 1949
 AN1347  PID         -  AN1347
 AN1347  STATE/COUNTY-  TX/REFUGIO
 AN1347  USGS QUAD   -  WOODSBORO (1978)
 AN1347
 AN1347                         *CURRENT SURVEY CONTROL
 AN1347  ___________________________________________________________________
 AN1347* NAD 83(1986)-  28 11 38.     (N)    097 17 39.     (W)     SCALED    
 AN1347* NAVD 88     -         4.91   (+/-2cm)      16.1    (feet)  VERTCON   
 AN1347  ___________________________________________________________________
 AN1347  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AN1347
 AN1347  VERT ORDER  -  THIRD (See Below)
 AN1347
 AN1347.The horizontal coordinates were scaled from a topographic map and have
 AN1347.an estimated accuracy of +/- 6 seconds.
 AN1347
 AN1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1347.The vertical order pertains to the NGVD 29 superseded value.
 AN1347
 AN1347.The geoid height was determined by GEOID03.
 AN1347
 AN1347;                    North         East    Units  Estimated Accuracy
 AN1347;SPC TXSC     - 4,041,180.      767,490.      MT  (+/- 180 meters Scaled)
 AN1347
 AN1347                          SUPERSEDED SURVEY CONTROL
 AN1347
 AN1347  NGVD 29 (01/29/03)    5.07   (m)           16.6    (f) RESET       3  
 AN1347
 AN1347.Superseded values are not recommended for survey control.
 AN1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1347.See file dsdata.txt to determine how the superseded data were derived.
 AN1347
 AN1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS674198(NAD 83)
 AN1347_MARKER: DB = BENCH MARK DISK
 AN1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1347_STAMPING: L 606 RESET 1949
 AN1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1347+STABILITY: SURFACE MOTION
 AN1347
 AN1347  HISTORY     - Date     Condition        Report By
 AN1347  HISTORY     - 1949     MONUMENTED       TXHD
 AN1347
 AN1347                          STATION DESCRIPTION
 AN1347
 AN1347'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1949
 AN1347'4.6 MI SE FROM WOODSBORO.
 AN1347'4.6 MILES SOUTHEAST ALONG HIGHWAY 136, WOODSBORO BAYSIDE ROAD FROM THE
 AN1347'CITY PARK AT WOODSBORO, REFUGIO COUNTY, 0.7 MILE SOUTH ALONG HIGHWAY
 AN1347'629 (BONNIE VIEW ROAD).  1.8 MILES NORTH OF BONNIE VIEW SCHOOL, 0.2
 AN1347'MILE SOUTH OF A ROAD INTERSECTION, 40 FEET WEST OF THE CENTERLINE OF
 AN1347'THE HIGHWAY, AND 10 FEET SOUTH OF A GATE IN THE WEST RIGHT-OF-WAY
 AN1347'FENCE.  A STANDARD DISK, STAMPED L 606 RESET 1949 AND SET IN THE TOP
 AN1347'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0796 ***********************************************************************
 AH0796  DESIGNATION -  L 607 RESET 1964
 AH0796  PID         -  AH0796
 AH0796  STATE/COUNTY-  TX/NUECES
 AH0796  USGS QUAD   -  PETRONILA NE (1975)
 AH0796
 AH0796                         *CURRENT SURVEY CONTROL
 AH0796  ___________________________________________________________________
 AH0796* NAD 83(1986)-  27 41 42.     (N)    097 33 13.     (W)     SCALED    
 AH0796* NAVD 88     -        14.85   (+/-2cm)      48.7    (feet)  VERTCON   
 AH0796  ___________________________________________________________________
 AH0796  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AH0796
 AH0796  VERT ORDER  -  THIRD (See Below)
 AH0796
 AH0796.The horizontal coordinates were scaled from a topographic map and have
 AH0796.an estimated accuracy of +/- 6 seconds.
 AH0796
 AH0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH0796.The vertical order pertains to the NGVD 29 superseded value.
 AH0796
 AH0796.The geoid height was determined by GEOID03.
 AH0796
 AH0796;                    North         East    Units  Estimated Accuracy
 AH0796;SPC TX S     - 5,225,080.      393,350.      MT  (+/- 180 meters Scaled)
 AH0796
 AH0796                          SUPERSEDED SURVEY CONTROL
 AH0796
 AH0796  NGVD 29 (??/??/??)   15.01   (m)           49.2    (f) RESET       3  
 AH0796
 AH0796.Superseded values are not recommended for survey control.
 AH0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0796.See file dsdata.txt to determine how the superseded data were derived.
 AH0796
 AH0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR426642(NAD 83)
 AH0796_MARKER: DB = BENCH MARK DISK
 AH0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0796_SP_SET: CULVERT
 AH0796_STAMPING: L 607 1942 RESET 1964
 AH0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0796
 AH0796  HISTORY     - Date     Condition        Report By
 AH0796  HISTORY     - 1964     MONUMENTED       TXHD
 AH0796  HISTORY     - 20010728 MARK NOT FOUND   USPSQD
 AH0796  HISTORY     - 20020628 MARK NOT FOUND   USPSQD
 AH0796
 AH0796                          STATION DESCRIPTION
 AH0796
 AH0796'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1964
 AH0796'7.3 MI SW FROM CLARKWOOD.
 AH0796'4.0 MILES SOUTH ALONG A PAVED ROAD FROM THE GRADE SCHOOL AT CLARKWOOD,
 AH0796'NUECES COUNTY, THENCE 1.4 MILES WEST ALONG A PAVED ROAD, AND
 AH0796'THENCE 1.9 MILES SOUTH ALONG A PAVED ROAD, 16 FEET SOUTH OF A WOODEN
 AH0796'BRIDGE OVER A DITCH, 15 FEET WEST OF AND ABOUT 1.5 FEET HIGHER THAN
 AH0796'THE CENTERLINE OF THE ROAD, AT A 4- BY 4-FOOT CONCRETE BOX CULVERT,
 AH0796'AND SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL.
 AH0796
 AH0796                          STATION RECOVERY (2001)
 AH0796
 AH0796'RECOVERY NOTE BY US POWER SQUADRON 2001 (JPM)
 AH0796'MARK NOT FOUND.
 AH0796
 AH0796                          STATION RECOVERY (2002)
 AH0796
 AH0796'RECOVERY NOTE BY US POWER SQUADRON 2002 (TD)
 AH0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0357 ***********************************************************************
 AH0357  DESIGNATION -  L 608
 AH0357  PID         -  AH0357
 AH0357  STATE/COUNTY-  TX/NUECES
 AH0357  USGS QUAD   -  OSO CREEK NW (1975)
 AH0357
 AH0357                         *CURRENT SURVEY CONTROL
 AH0357  ___________________________________________________________________
 AH0357* NAD 83(1986)-  27 40 25.     (N)    097 27 14.     (W)     SCALED    
 AH0357* NAVD 88     -         9.041  (meters)      29.66   (feet)  ADJUSTED  
 AH0357  ___________________________________________________________________
 AH0357  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AH0357  DYNAMIC HT  -           9.027 (meters)      29.62  (feet)  COMP
 AH0357  MODELED GRAV-     979,121.9   (mgal)                       NAVD 88
 AH0357
 AH0357  VERT ORDER  -  SECOND    CLASS 0
 AH0357
 AH0357.The horizontal coordinates were scaled from a topographic map and have
 AH0357.an estimated accuracy of +/- 6 seconds.
 AH0357
 AH0357.The orthometric height was determined by differential leveling
 AH0357.and adjusted by the National Geodetic Survey in June 1991..
 AH0357
 AH0357.The geoid height was determined by GEOID03.
 AH0357
 AH0357.The dynamic height is computed by dividing the NAVD 88
 AH0357.geopotential number by the normal gravity value computed on the
 AH0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0357.degrees latitude (g = 980.6199 gals.).
 AH0357
 AH0357.The modeled gravity was interpolated from observed gravity values.
 AH0357
 AH0357;                    North         East    Units  Estimated Accuracy
 AH0357;SPC TX S     - 5,222,790.      403,200.      MT  (+/- 180 meters Scaled)
 AH0357
 AH0357                          SUPERSEDED SURVEY CONTROL
 AH0357
 AH0357  NGVD 29 (??/??/92)    9.206  (m)           30.20   (f) ADJ UNCH    2 0
 AH0357
 AH0357.Superseded values are not recommended for survey control.
 AH0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0357.See file dsdata.txt to determine how the superseded data were derived.
 AH0357
 AH0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR524620(NAD 83)
 AH0357_MARKER: DB = BENCH MARK DISK
 AH0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH0357_SP_SET: CULVERT
 AH0357_STAMPING: L 608 1942
 AH0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0357
 AH0357  HISTORY     - Date     Condition        Report By
 AH0357  HISTORY     - 1942     MONUMENTED       CGS
 AH0357  HISTORY     - 1949     GOOD             NGS
 AH0357  HISTORY     - 1984     GOOD             USPSQD
 AH0357  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 AH0357  HISTORY     - 19970726 MARK NOT FOUND   USPSQD
 AH0357  HISTORY     - 20010729 MARK NOT FOUND   USPSQD
 AH0357
 AH0357                          STATION DESCRIPTION
 AH0357
 AH0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0357'8.8 MI SW FROM CORPUS CHRISTI.
 AH0357'8.8 MILES SOUTHWEST ALONG STATE HIGHWAY 286 FROM THE MISSOURI PACIFIC
 AH0357'RAILROAD STATION AT CORPUS CHRISTI, NUECES COUNTY, AT A ROAD
 AH0357'INTERSECTION, 51 FEET NORTH OF THE CENTERLINE OF THE ROAD, 20 FEET
 AH0357'EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE HIGHWAY, AT A
 AH0357'CONCRETE CULVERT, AND IN THE NORTHEAST END OF THE LARGE HEAD WALL.  A
 AH0357'STANDARD DISK, STAMPED L 608 1942.
 AH0357
 AH0357                          STATION RECOVERY (1984)
 AH0357
 AH0357'RECOVERY NOTE BY US POWER SQUADRON 1984
 AH0357'RECOVERED IN GOOD CONDITION.
 AH0357
 AH0357                          STATION RECOVERY (1991)
 AH0357
 AH0357'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHP)
 AH0357'MARK NOT FOUND.
 AH0357
 AH0357                          STATION RECOVERY (1997)
 AH0357
 AH0357'RECOVERY NOTE BY US POWER SQUADRON 1997
 AH0357'MARK NOT FOUND.
 AH0357
 AH0357                          STATION RECOVERY (2001)
 AH0357
 AH0357'RECOVERY NOTE BY US POWER SQUADRON 2001 (SRS)
 AH0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0880 ***********************************************************************
 AH0880  DESIGNATION -  L 609
 AH0880  PID         -  AH0880
 AH0880  STATE/COUNTY-  TX/NUECES
 AH0880  USGS QUAD   -  KINGSVILLE EAST (1979)
 AH0880
 AH0880                         *CURRENT SURVEY CONTROL
 AH0880  ___________________________________________________________________
 AH0880* NAD 83(1986)-  27 34 47.     (N)    097 47 22.     (W)     SCALED    
 AH0880* NAVD 88     -        17.520  (meters)      57.48   (feet)  ADJUSTED  
 AH0880  ___________________________________________________________________
 AH0880  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AH0880  DYNAMIC HT  -          17.493 (meters)      57.39  (feet)  COMP
 AH0880  MODELED GRAV-     979,102.7   (mgal)                       NAVD 88
 AH0880
 AH0880  VERT ORDER  -  SECOND    CLASS 0
 AH0880
 AH0880.The horizontal coordinates were scaled from a topographic map and have
 AH0880.an estimated accuracy of +/- 6 seconds.
 AH0880
 AH0880.The orthometric height was determined by differential leveling
 AH0880.and adjusted by the National Geodetic Survey in June 1991..
 AH0880
 AH0880.The geoid height was determined by GEOID03.
 AH0880
 AH0880.The dynamic height is computed by dividing the NAVD 88
 AH0880.geopotential number by the normal gravity value computed on the
 AH0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0880.degrees latitude (g = 980.6199 gals.).
 AH0880
 AH0880.The modeled gravity was interpolated from observed gravity values.
 AH0880
 AH0880;                    North         East    Units  Estimated Accuracy
 AH0880;SPC TX S     - 5,212,150.      370,160.      MT  (+/- 180 meters Scaled)
 AH0880
 AH0880                          SUPERSEDED SURVEY CONTROL
 AH0880
 AH0880  NGVD 29 (??/??/92)   17.628  (m)           57.83   (f) ADJ UNCH    2 0
 AH0880
 AH0880.Superseded values are not recommended for survey control.
 AH0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0880.See file dsdata.txt to determine how the superseded data were derived.
 AH0880
 AH0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR194512(NAD 83)
 AH0880_MARKER: DB = BENCH MARK DISK
 AH0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0880_STAMPING: L 609 1942
 AH0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0880+STABILITY: SURFACE MOTION
 AH0880
 AH0880  HISTORY     - Date     Condition        Report By
 AH0880  HISTORY     - 1942     MONUMENTED       CGS
 AH0880  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0880  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0880
 AH0880                          STATION DESCRIPTION
 AH0880
 AH0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0880'IN BISHOP.
 AH0880'BENCH MARK IS ABOUT 0.1 MILE EAST OF THE HIGH SCHOOL AT BISHOP, ALONG
 AH0880'PAVED ROAD LEADING EAST ABOUT 180.0 FEET EAST OF THE FIRST
 AH0880'INTERSECTION OF CROSSROAD EAST OF THE HIGH SCHOOL.  IT IS 35.0 FEET
 AH0880'EAST OF THE CENTERLINE OF PRIVATE DRIVEWAY, 39.0 FEET SOUTH OF AND
 AH0880'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE PAVED ROAD AND 3.0
 AH0880'FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4
 AH0880'FOOT.
 AH0880
 AH0880                          STATION RECOVERY (1975)
 AH0880
 AH0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0880'MARK NOT FOUND.
 AH0880
 AH0880                          STATION RECOVERY (2001)
 AH0880
 AH0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0880'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1203 ***********************************************************************
 AE1203  DESIGNATION -  L 61
 AE1203  PID         -  AE1203
 AE1203  STATE/COUNTY-  TX/STARR
 AE1203  USGS QUAD   -  ROMA-LOS SAENZ WEST (1965)
 AE1203
 AE1203                         *CURRENT SURVEY CONTROL
 AE1203  ___________________________________________________________________
 AE1203* NAD 83(1986)-  26 24 22.     (N)    099 01 02.     (W)     SCALED    
 AE1203* NAVD 88     -        69.370  (meters)     227.59   (feet)  ADJUSTED  
 AE1203  ___________________________________________________________________
 AE1203  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AE1203  DYNAMIC HT  -          69.256 (meters)     227.22  (feet)  COMP
 AE1203  MODELED GRAV-     979,013.3   (mgal)                       NAVD 88
 AE1203
 AE1203  VERT ORDER  -  FIRST     CLASS II
 AE1203
 AE1203.The horizontal coordinates were scaled from a topographic map and have
 AE1203.an estimated accuracy of +/- 6 seconds.
 AE1203
 AE1203.The orthometric height was determined by differential leveling
 AE1203.and adjusted by the National Geodetic Survey in June 1991..
 AE1203.WARNING-Repeat measurements at this control monument indicate possible
 AE1203.vertical movement.
 AE1203
 AE1203.The geoid height was determined by GEOID03.
 AE1203
 AE1203.The dynamic height is computed by dividing the NAVD 88
 AE1203.geopotential number by the normal gravity value computed on the
 AE1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1203.degrees latitude (g = 980.6199 gals.).
 AE1203
 AE1203.The modeled gravity was interpolated from observed gravity values.
 AE1203
 AE1203;                    North         East    Units  Estimated Accuracy
 AE1203;SPC TX S     - 5,082,030.      248,400.      MT  (+/- 180 meters Scaled)
 AE1203
 AE1203                          SUPERSEDED SURVEY CONTROL
 AE1203
 AE1203  NGVD 29 (??/??/92)   69.422  (m)          227.76   (f) ADJ UNCH    1 2
 AE1203
 AE1203.Superseded values are not recommended for survey control.
 AE1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1203.See file dsdata.txt to determine how the superseded data were derived.
 AE1203
 AE1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ982206(NAD 83)
 AE1203_MARKER: DB = BENCH MARK DISK
 AE1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1203_STAMPING: L 61 1918 227.782
 AE1203_MARK LOGO: CGS   
 AE1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1203+STABILITY: SURFACE MOTION
 AE1203
 AE1203  HISTORY     - Date     Condition        Report By
 AE1203  HISTORY     - 1918     MONUMENTED       CGS
 AE1203  HISTORY     - 1956     GOOD             NGS
 AE1203  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1203  HISTORY     - 1981     GOOD             NGS
 AE1203
 AE1203                          STATION DESCRIPTION
 AE1203
 AE1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1203'IN ROMA.
 AE1203'AT ROMA, 29 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 83, 0.7
 AE1203'FOOT NORTHWEST OF THE WEST CORNER OF THE STONE FENCE AROUND THE
 AE1203'CATHOLIC CHURCH, 4.0 FEET ABOVE THE GROUND, SET VERTICALLY IN THE
 AE1203'NORTHEAST SIDE OF THE STONE CORNER POST.
 AE1203
 AE1203                          STATION RECOVERY (1965)
 AE1203
 AE1203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1203'MARK NOT FOUND.
 AE1203
 AE1203                          STATION RECOVERY (1981)
 AE1203
 AE1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE1203'RECOVERED THIS DATE, NOTE, NEAR THE JUNCTION OF U.S. HIGHWAY 83 AND
 AE1203'JUAREZ STREET IN ROMA, AT THE EXTREME SOUTHEAST CORNER OF CATHOLIC
 AE1203'CHURCH PROPERTY, SET VERTICALLY IN THE NORTHEAST FACE OF A STORE WALL
 AE1203'CORNER POST, AND 10.1 METERS (33.0 FT) SOUTHWEST OF CENTER OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0983 ***********************************************************************
 AH0983  DESIGNATION -  L 611
 AH0983  PID         -  AH0983
 AH0983  STATE/COUNTY-  TX/NUECES
 AH0983  USGS QUAD   -  KINGSVILLE NW (1979)
 AH0983
 AH0983                         *CURRENT SURVEY CONTROL
 AH0983  ___________________________________________________________________
 AH0983* NAD 83(1986)-  27 39 24.     (N)    097 54 48.     (W)     SCALED    
 AH0983* NAVD 88     -        31.774  (meters)     104.25   (feet)  ADJUSTED  
 AH0983  ___________________________________________________________________
 AH0983  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AH0983  DYNAMIC HT  -          31.725 (meters)     104.08  (feet)  COMP
 AH0983  MODELED GRAV-     979,098.1   (mgal)                       NAVD 88
 AH0983
 AH0983  VERT ORDER  -  SECOND    CLASS 0
 AH0983
 AH0983.The horizontal coordinates were scaled from a topographic map and have
 AH0983.an estimated accuracy of +/- 6 seconds.
 AH0983
 AH0983.The orthometric height was determined by differential leveling
 AH0983.and adjusted by the National Geodetic Survey in June 1991..
 AH0983
 AH0983.The geoid height was determined by GEOID03.
 AH0983
 AH0983.The dynamic height is computed by dividing the NAVD 88
 AH0983.geopotential number by the normal gravity value computed on the
 AH0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0983.degrees latitude (g = 980.6199 gals.).
 AH0983
 AH0983.The modeled gravity was interpolated from observed gravity values.
 AH0983
 AH0983;                    North         East    Units  Estimated Accuracy
 AH0983;SPC TX S     - 5,220,620.      357,890.      MT  (+/- 180 meters Scaled)
 AH0983
 AH0983                          SUPERSEDED SURVEY CONTROL
 AH0983
 AH0983  NGVD 29 (??/??/92)   31.878  (m)          104.59   (f) ADJ UNCH    2 0
 AH0983
 AH0983.Superseded values are not recommended for survey control.
 AH0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0983.See file dsdata.txt to determine how the superseded data were derived.
 AH0983
 AH0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR071596(NAD 83)
 AH0983_MARKER: DB = BENCH MARK DISK
 AH0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0983_STAMPING: L 611 1942
 AH0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0983+STABILITY: SURFACE MOTION
 AH0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH0983+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 AH0983
 AH0983  HISTORY     - Date     Condition        Report By
 AH0983  HISTORY     - 1942     MONUMENTED       CGS
 AH0983  HISTORY     - 1975     MARK NOT FOUND   USGS
 AH0983  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH0983  HISTORY     - 20040203 GOOD             USPSQD
 AH0983
 AH0983                          STATION DESCRIPTION
 AH0983
 AH0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0983'8.5 MI S FROM AGUA DULCE.
 AH0983'TO REACH FROM THE MISSOURI PACIFIC RAILROAD (TEX.MEX.) STATION AT AGUA
 AH0983'DULCE.  PROCEED 8.5 MILES SOUTHERLY ALONG COUNTY ROAD TO THE SITE OF
 AH0983'THE BENCH MARK.  BENCH MARK IS ABOUT 2.0 MILES SOUTH OF THE END OF
 AH0983'OILED ROAD, AT THE NORTH ENTRANCE TO THE CHICAGO CORP. OIL LEASE, AND
 AH0983'ABOUT 0.5 MILE NORTH OF A OIL PLANT.  IT IS 47.5 FEET WEST AND ABOUT
 AH0983'THE SAME ELEVATION AT THE CENTERLINE OF THE ROAD, 26.0 FEET WEST OF
 AH0983'THE CENTER OF STEEL GATE AND 9.0 FEET NORTH OF FENCE LINE LEADING WEST
 AH0983'FROM THE ROAD.  IT IS 2.5 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST
 AH0983'AND THE MONUMENT PROJECTS 0.5 FOOT.
 AH0983
 AH0983                          STATION RECOVERY (1975)
 AH0983
 AH0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AH0983'MARK NOT FOUND.
 AH0983
 AH0983                          STATION RECOVERY (2001)
 AH0983
 AH0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH0983'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH0983
 AH0983                          STATION RECOVERY (2004)
 AH0983
 AH0983'RECOVERY NOTE BY US POWER SQUADRON 2004 (CTA)
 AH0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0110 ***********************************************************************
 AJ0110  DESIGNATION -  L 612
 AJ0110  PID         -  AJ0110
 AJ0110  STATE/COUNTY-  TX/JIM WELLS
 AJ0110  USGS QUAD   -  ALICE SOUTH (1963)
 AJ0110
 AJ0110                         *CURRENT SURVEY CONTROL
 AJ0110  ___________________________________________________________________
 AJ0110* NAD 83(1986)-  27 41 18.     (N)    098 02 08.     (W)     SCALED    
 AJ0110* NAVD 88     -        50.132  (meters)     164.47   (feet)  ADJUSTED  
 AJ0110  ___________________________________________________________________
 AJ0110  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AJ0110  DYNAMIC HT  -          50.054 (meters)     164.22  (feet)  COMP
 AJ0110  MODELED GRAV-     979,094.4   (mgal)                       NAVD 88
 AJ0110
 AJ0110  VERT ORDER  -  SECOND    CLASS 0
 AJ0110
 AJ0110.The horizontal coordinates were scaled from a topographic map and have
 AJ0110.an estimated accuracy of +/- 6 seconds.
 AJ0110
 AJ0110.The orthometric height was determined by differential leveling
 AJ0110.and adjusted by the National Geodetic Survey in June 1991..
 AJ0110
 AJ0110.The geoid height was determined by GEOID03.
 AJ0110
 AJ0110.The dynamic height is computed by dividing the NAVD 88
 AJ0110.geopotential number by the normal gravity value computed on the
 AJ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0110.degrees latitude (g = 980.6199 gals.).
 AJ0110
 AJ0110.The modeled gravity was interpolated from observed gravity values.
 AJ0110
 AJ0110;                    North         East    Units  Estimated Accuracy
 AJ0110;SPC TX S     - 5,224,070.      345,810.      MT  (+/- 180 meters Scaled)
 AJ0110
 AJ0110                          SUPERSEDED SURVEY CONTROL
 AJ0110
 AJ0110  NGVD 29 (??/??/92)   50.23   (m)          164.8    (f) COMPUTED    2 0
 AJ0110
 AJ0110.Superseded values are not recommended for survey control.
 AJ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0110.See file dsdata.txt to determine how the superseded data were derived.
 AJ0110
 AJ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR951630(NAD 83)
 AJ0110_MARKER: DB = BENCH MARK DISK
 AJ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0110_STAMPING: L 612 1942
 AJ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0110+STABILITY: SURFACE MOTION
 AJ0110
 AJ0110  HISTORY     - Date     Condition        Report By
 AJ0110  HISTORY     - 1942     MONUMENTED       CGS
 AJ0110
 AJ0110                          STATION DESCRIPTION
 AJ0110
 AJ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0110'4.6 MI SE FROM ALICE.
 AJ0110'TO REACH FROM POST OFFICE IN ALICE-- PROCEED SOUTHEASTERLY 4.6 MILES
 AJ0110'ON GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS IN NORTHWEST
 AJ0110'CORNER OF PASTURE ABOUT 0.2 MILE SOUTH AND ACROSS ROAD FROM FARM
 AJ0110'HOUSE.  IT IS 30.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS
 AJ0110'CENTERLINE OF THE ROAD, 0.8 FOOT SOUTHWEST OF SOUTHEAST AND NORTHWEST
 AJ0110'FENCE, 3.0 FEET SOUTHEAST OF 4 X 4 INCH WOODEN MARKER POST AND
 AJ0110'MONUMENT PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0125 ***********************************************************************
 AJ0125  DESIGNATION -  L 613
 AJ0125  PID         -  AJ0125
 AJ0125  STATE/COUNTY-  TX/JIM WELLS
 AJ0125  USGS QUAD   -  BEN BOLT SE (1963)
 AJ0125
 AJ0125                         *CURRENT SURVEY CONTROL
 AJ0125  ___________________________________________________________________
 AJ0125* NAD 83(1986)-  27 33 07.     (N)    098 05 49.     (W)     SCALED    
 AJ0125* NAVD 88     -        48.861  (meters)     160.30   (feet)  ADJUSTED  
 AJ0125  ___________________________________________________________________
 AJ0125  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AJ0125  DYNAMIC HT  -          48.785 (meters)     160.06  (feet)  COMP
 AJ0125  MODELED GRAV-     979,085.6   (mgal)                       NAVD 88
 AJ0125
 AJ0125  VERT ORDER  -  SECOND    CLASS 0
 AJ0125
 AJ0125.The horizontal coordinates were scaled from a topographic map and have
 AJ0125.an estimated accuracy of +/- 6 seconds.
 AJ0125
 AJ0125.The orthometric height was determined by differential leveling
 AJ0125.and adjusted by the National Geodetic Survey in June 1991..
 AJ0125
 AJ0125.The geoid height was determined by GEOID03.
 AJ0125
 AJ0125.The dynamic height is computed by dividing the NAVD 88
 AJ0125.geopotential number by the normal gravity value computed on the
 AJ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0125.degrees latitude (g = 980.6199 gals.).
 AJ0125
 AJ0125.The modeled gravity was interpolated from observed gravity values.
 AJ0125
 AJ0125;                    North         East    Units  Estimated Accuracy
 AJ0125;SPC TX S     - 5,208,940.      339,810.      MT  (+/- 180 meters Scaled)
 AJ0125
 AJ0125                          SUPERSEDED SURVEY CONTROL
 AJ0125
 AJ0125  NGVD 29 (??/??/92)   48.957  (m)          160.62   (f) ADJ UNCH    2 0
 AJ0125
 AJ0125.Superseded values are not recommended for survey control.
 AJ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0125.See file dsdata.txt to determine how the superseded data were derived.
 AJ0125
 AJ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR891478(NAD 83)
 AJ0125_MARKER: DB = BENCH MARK DISK
 AJ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0125_STAMPING: L 613 1942
 AJ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0125+STABILITY: SURFACE MOTION
 AJ0125
 AJ0125  HISTORY     - Date     Condition        Report By
 AJ0125  HISTORY     - 1942     MONUMENTED       CGS
 AJ0125  HISTORY     - 1976     MARK NOT FOUND   TXHD
 AJ0125
 AJ0125                          STATION DESCRIPTION
 AJ0125
 AJ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0125'12.8 MI W FROM KINGSVILLE.
 AJ0125'TO REACH FROM MISSOURI PACIFIC RAILROAD STATION AT KINGSVILLE--
 AJ0125'PROCEED WESTERLY 12.7 MILES ALONG STATE HIGHWAY NO. 141 TO
 AJ0125'INTERSECTION OF U. S. HIGHWAY NO. 281-- THENCE CONTINUE NORTH 0.1 MILE
 AJ0125'ON U. S. HIGHWAY NO. 281 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AJ0125'0.1 MILE NORTH OF INTERSECTION OF STATE HIGHWAY NO. 141 AND U. S.
 AJ0125'HIGHWAY NO. 281.  IT IS 41.4 FEET WEST OF RAILROAD TRACK, 48.0 FEET
 AJ0125'EAST OF AND ABOUT 1.0 FOOT BELOW CENTERLINE OF U. S. HIGHWAY NO. 281,
 AJ0125'5.0 FEET SOUTH OF MILE POST NO. 51 AND IN LINE WITH ROW OF POLES
 AJ0125'BETWEEN HIGHWAY AND RAILROAD, 2.5 FEET NORTH OF 4 X 4 INCH WOODEN
 AJ0125'MARKER POST.  THE MONUMENT PROJECTS ABOUT 0.4 FOOT.
 AJ0125
 AJ0125                          STATION RECOVERY (1976)
 AJ0125
 AJ0125'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1976
 AJ0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0303 ***********************************************************************
 AJ0303  DESIGNATION -  L 614
 AJ0303  PID         -  AJ0303
 AJ0303  STATE/COUNTY-  TX/JIM WELLS
 AJ0303  USGS QUAD   -  PREMONT EAST (1963)
 AJ0303
 AJ0303                         *CURRENT SURVEY CONTROL
 AJ0303  ___________________________________________________________________
 AJ0303* NAD 83(1986)-  27 21 55.     (N)    098 04 04.     (W)     SCALED    
 AJ0303* NAVD 88     -        37.662  (meters)     123.56   (feet)  ADJUSTED  
 AJ0303  ___________________________________________________________________
 AJ0303  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 AJ0303  DYNAMIC HT  -          37.603 (meters)     123.37  (feet)  COMP
 AJ0303  MODELED GRAV-     979,078.4   (mgal)                       NAVD 88
 AJ0303
 AJ0303  VERT ORDER  -  SECOND    CLASS 0
 AJ0303
 AJ0303.The horizontal coordinates were scaled from a topographic map and have
 AJ0303.an estimated accuracy of +/- 6 seconds.
 AJ0303
 AJ0303.The orthometric height was determined by differential leveling
 AJ0303.and adjusted by the National Geodetic Survey in June 1991..
 AJ0303
 AJ0303.The geoid height was determined by GEOID03.
 AJ0303
 AJ0303.The dynamic height is computed by dividing the NAVD 88
 AJ0303.geopotential number by the normal gravity value computed on the
 AJ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0303.degrees latitude (g = 980.6199 gals.).
 AJ0303
 AJ0303.The modeled gravity was interpolated from observed gravity values.
 AJ0303
 AJ0303;                    North         East    Units  Estimated Accuracy
 AJ0303;SPC TX S     - 5,188,270.      342,760.      MT  (+/- 180 meters Scaled)
 AJ0303
 AJ0303                          SUPERSEDED SURVEY CONTROL
 AJ0303
 AJ0303  NGVD 29 (??/??/??)   37.77   (m)          123.9    (f) RESET       3  
 AJ0303
 AJ0303.Superseded values are not recommended for survey control.
 AJ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0303.See file dsdata.txt to determine how the superseded data were derived.
 AJ0303
 AJ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR921272(NAD 83)
 AJ0303_MARKER: DB = BENCH MARK DISK
 AJ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0303_STAMPING: L 614 1942
 AJ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0303+STABILITY: SURFACE MOTION
 AJ0303
 AJ0303  HISTORY     - Date     Condition        Report By
 AJ0303  HISTORY     - 1942     MONUMENTED       CGS
 AJ0303
 AJ0303                          STATION DESCRIPTION
 AJ0303
 AJ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0303'3.0 MI E FROM PREMONT.
 AJ0303'TO REACH FROM POST OFFICE AT PREMONT-- PROCEED EASTERLY 3.0 MILES
 AJ0303'ALONG OLD PREMONT-KINGSVILLE ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AJ0303'IS ON THE JIM WELLS-KLEBERG COUNTY LINE AT INTERSECTION OF OLD
 AJ0303'PREMONT-KINGSVILLE ROAD AND A 9.0 FOOT WOVEN WIRE FENCE AT WEST
 AJ0303'BOUNDRY LINE OF KING PROPERTY, 0.6 FOOT WEST OF NORTH AND SOUTH FENCE,
 AJ0303'15.0 FEET SOUTH OF FENCE LEADING WEST, 3.0 FEET SOUTH OF 4 X 4 INCH
 AJ0303'WOODEN MARKER POST.  THE MONUMENT PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0695 ***********************************************************************
 AH0695  DESIGNATION -  L 615
 AH0695  PID         -  AH0695
 AH0695  STATE/COUNTY-  TX/KENEDY
 AH0695  USGS QUAD   -  LA PALOMA RANCH (1979)
 AH0695
 AH0695                         *CURRENT SURVEY CONTROL
 AH0695  ___________________________________________________________________
 AH0695* NAD 83(1986)-  27 10 18.     (N)    097 53 39.     (W)     SCALED    
 AH0695* NAVD 88     -        14.839  (meters)      48.68   (feet)  ADJUSTED  
 AH0695  ___________________________________________________________________
 AH0695  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH0695  DYNAMIC HT  -          14.816 (meters)      48.61  (feet)  COMP
 AH0695  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 AH0695
 AH0695  VERT ORDER  -  SECOND    CLASS 0
 AH0695
 AH0695.The horizontal coordinates were scaled from a topographic map and have
 AH0695.an estimated accuracy of +/- 6 seconds.
 AH0695
 AH0695.The orthometric height was determined by differential leveling
 AH0695.and adjusted by the National Geodetic Survey in June 1991..
 AH0695
 AH0695.The geoid height was determined by GEOID03.
 AH0695
 AH0695.The dynamic height is computed by dividing the NAVD 88
 AH0695.geopotential number by the normal gravity value computed on the
 AH0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0695.degrees latitude (g = 980.6199 gals.).
 AH0695
 AH0695.The modeled gravity was interpolated from observed gravity values.
 AH0695
 AH0695;                    North         East    Units  Estimated Accuracy
 AH0695;SPC TX S     - 5,166,890.      360,030.      MT  (+/- 180 meters Scaled)
 AH0695
 AH0695                          SUPERSEDED SURVEY CONTROL
 AH0695
 AH0695  NGVD 29 (??/??/92)   14.932  (m)           48.99   (f) ADJ UNCH    2 0
 AH0695
 AH0695.Superseded values are not recommended for survey control.
 AH0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0695.See file dsdata.txt to determine how the superseded data were derived.
 AH0695
 AH0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR095059(NAD 83)
 AH0695_MARKER: DB = BENCH MARK DISK
 AH0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0695_STAMPING: L 615 1942
 AH0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0695+STABILITY: SURFACE MOTION
 AH0695
 AH0695  HISTORY     - Date     Condition        Report By
 AH0695  HISTORY     - 1942     MONUMENTED       CGS
 AH0695  HISTORY     - 1975     GOOD             USGS
 AH0695
 AH0695                          STATION DESCRIPTION
 AH0695
 AH0695'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AH0695'5.95 MI W FROM RIVIERA.
 AH0695'5.95 MILES WEST ALONG STATE HWY. 285 FROM THE JCT. OF HWY. 285 AND
 AH0695'U.S. HIGHWAY 77 IN RIVIERA, THEN SOUTH ALONG CALICHE ROAD FOR 3.9 MILE
 AH0695'TO A T-RD TURN RIGHT FOR 1.05 MILES, THEN TURN SOUTH THROUGH GATE ON
 AH0695'RANCH ROAD AND FOLLOW IT FOR 1.85 MILES.  BM IS IN THICK SCRUB 0.1
 AH0695'MILE EAST OF ROAD.  A STANDARD DISK SET IN CONCRETE 0.7 FOOT ABOVE
 AH0695'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0453 ***********************************************************************
 AJ0453  DESIGNATION -  L 616
 AJ0453  PID         -  AJ0453
 AJ0453  STATE/COUNTY-  TX/BROOKS
 AJ0453  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ0453
 AJ0453                         *CURRENT SURVEY CONTROL
 AJ0453  ___________________________________________________________________
 AJ0453* NAD 83(1986)-  27 05 37.     (N)    098 06 55.     (W)     SCALED    
 AJ0453* NAVD 88     -        32.150  (meters)     105.48   (feet)  ADJUSTED  
 AJ0453  ___________________________________________________________________
 AJ0453  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AJ0453  DYNAMIC HT  -          32.098 (meters)     105.31  (feet)  COMP
 AJ0453  MODELED GRAV-     979,062.1   (mgal)                       NAVD 88
 AJ0453
 AJ0453  VERT ORDER  -  SECOND    CLASS 0
 AJ0453
 AJ0453.The horizontal coordinates were scaled from a topographic map and have
 AJ0453.an estimated accuracy of +/- 6 seconds.
 AJ0453
 AJ0453.The orthometric height was determined by differential leveling
 AJ0453.and adjusted by the National Geodetic Survey in June 1991..
 AJ0453
 AJ0453.The geoid height was determined by GEOID03.
 AJ0453
 AJ0453.The dynamic height is computed by dividing the NAVD 88
 AJ0453.geopotential number by the normal gravity value computed on the
 AJ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0453.degrees latitude (g = 980.6199 gals.).
 AJ0453
 AJ0453.The modeled gravity was interpolated from observed gravity values.
 AJ0453
 AJ0453;                    North         East    Units  Estimated Accuracy
 AJ0453;SPC TX S     - 5,158,150.      338,150.      MT  (+/- 180 meters Scaled)
 AJ0453
 AJ0453                          SUPERSEDED SURVEY CONTROL
 AJ0453
 AJ0453  NGVD 29 (??/??/92)   32.26   (m)          105.8    (f) COMPUTED    2 0
 AJ0453
 AJ0453.Superseded values are not recommended for survey control.
 AJ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0453.See file dsdata.txt to determine how the superseded data were derived.
 AJ0453
 AJ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ877971(NAD 83)
 AJ0453_MARKER: DB = BENCH MARK DISK
 AJ0453_SETTING: 0 = UNSPECIFIED SETTING
 AJ0453_STAMPING: L 616 1942
 AJ0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0453
 AJ0453  HISTORY     - Date     Condition        Report By
 AJ0453  HISTORY     - 1942     MONUMENTED       CGS
 AJ0453  HISTORY     - 1962     GOOD             USGS
 AJ0453
 AJ0453                          STATION DESCRIPTION
 AJ0453
 AJ0453'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ0453'2.1 MI E FROM FALFURRIAS.
 AJ0453'RANCH ROAD USED FOR OLD DESCRIPTION HAS BEEN ABANDONED.  FROM THE
 AJ0453'INTERSECTION OF US HWY 281 AND FARM ROAD 2191 IN FALFURRIAS, BROOKS
 AJ0453'CO., TOXAS PROCEED EAST 5.2 MILES TO A CROSS ROAD, THENCE SOUTH 3.6
 AJ0453'MILES TO THE GATE-KEEPERS HOUSE AT THE MARIPOSA RANCH, CONTINUE SOUTH
 AJ0453'4.7 MILES TO A Y-RD NORTHWEST, THENCE WEST 1.85 MILES TO A GATE IN A
 AJ0453'NORTH-SOUTH FENCE, CONTINUE WEST 1.75 MILES TO A WINDMILL, CONTINUE
 AJ0453'WEST 1.3 MILES ALONG ROAD SOUTH OF FENCE TO A T-FENCE SOUTH, THENCE
 AJ0453'SOUTH 0.35 MILE TO A WOODEN GATE AND THE BENCH MARK 19 FEET SOUTH OF
 AJ0453'THE CENTER OF THE GATE AND ONE FOOT WEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1097 ***********************************************************************
 AB1097  DESIGNATION -  L 617
 AB1097  PID         -  AB1097
 AB1097  STATE/COUNTY-  TX/KENEDY
 AB1097  USGS QUAD   -  PITA CAMP (1982)
 AB1097
 AB1097                         *CURRENT SURVEY CONTROL
 AB1097  ___________________________________________________________________
 AB1097* NAD 83(1986)-  26 55 18.     (N)    097 54 45.     (W)     SCALED    
 AB1097* NAVD 88     -        10.248  (meters)      33.62   (feet)  ADJUSTED  
 AB1097  ___________________________________________________________________
 AB1097  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AB1097  DYNAMIC HT  -          10.231 (meters)      33.57  (feet)  COMP
 AB1097  MODELED GRAV-     979,067.4   (mgal)                       NAVD 88
 AB1097
 AB1097  VERT ORDER  -  SECOND    CLASS 0
 AB1097
 AB1097.The horizontal coordinates were scaled from a topographic map and have
 AB1097.an estimated accuracy of +/- 6 seconds.
 AB1097
 AB1097.The orthometric height was determined by differential leveling
 AB1097.and adjusted by the National Geodetic Survey in June 1991..
 AB1097
 AB1097.The geoid height was determined by GEOID03.
 AB1097
 AB1097.The dynamic height is computed by dividing the NAVD 88
 AB1097.geopotential number by the normal gravity value computed on the
 AB1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1097.degrees latitude (g = 980.6199 gals.).
 AB1097
 AB1097.The modeled gravity was interpolated from observed gravity values.
 AB1097
 AB1097;                    North         East    Units  Estimated Accuracy
 AB1097;SPC TX S     - 5,139,180.      358,350.      MT  (+/- 180 meters Scaled)
 AB1097
 AB1097                          SUPERSEDED SURVEY CONTROL
 AB1097
 AB1097  NGVD 29 (??/??/92)   10.338  (m)           33.92   (f) ADJ UNCH    2 0
 AB1097
 AB1097.Superseded values are not recommended for survey control.
 AB1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1097.See file dsdata.txt to determine how the superseded data were derived.
 AB1097
 AB1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ079782(NAD 83)
 AB1097_MARKER: DB = BENCH MARK DISK
 AB1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1097_STAMPING: L 617 1942
 AB1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1097+STABILITY: SURFACE MOTION
 AB1097
 AB1097  HISTORY     - Date     Condition        Report By
 AB1097  HISTORY     - 1942     MONUMENTED       CGS
 AB1097
 AB1097                          STATION DESCRIPTION
 AB1097
 AB1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1097'8.0 MI W FROM ARMSTRONG.
 AB1097'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT ARMSTRONG--
 AB1097'PROCEED 7.8 MILES WESTERLY ALONG RANCH ROAD TO THE SITE OF THE BENCH
 AB1097'MARK.  BENCH MARK IS ABOUT 1.0 MILE WEST OF AGUA POQUITA RANCH HOUSE
 AB1097'ON THE KING RANCH, 14.0 FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE
 AB1097'CENTERLINE OF THE ROAD.  IT IS 10.0 FEET SOUTHEAST OF A MESQUITE TREE
 AB1097'AND 4.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AB1097'PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1149 ***********************************************************************
 AJ1149  DESIGNATION -  L 618
 AJ1149  PID         -  AJ1149
 AJ1149  STATE/COUNTY-  TX/BROOKS
 AJ1149  USGS QUAD   -  FALFURRIAS SE (1963)
 AJ1149
 AJ1149                         *CURRENT SURVEY CONTROL
 AJ1149  ___________________________________________________________________
 AJ1149* NAD 83(1986)-  27 03 53.     (N)    098 00 49.     (W)     SCALED    
 AJ1149* NAVD 88     -        23.467  (meters)      76.99   (feet)  ADJUSTED  
 AJ1149  ___________________________________________________________________
 AJ1149  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AJ1149  DYNAMIC HT  -          23.430 (meters)      76.87  (feet)  COMP
 AJ1149  MODELED GRAV-     979,067.6   (mgal)                       NAVD 88
 AJ1149
 AJ1149  VERT ORDER  -  SECOND    CLASS 0
 AJ1149
 AJ1149.The horizontal coordinates were scaled from a topographic map and have
 AJ1149.an estimated accuracy of +/- 6 seconds.
 AJ1149
 AJ1149.The orthometric height was determined by differential leveling
 AJ1149.and adjusted by the National Geodetic Survey in June 1991..
 AJ1149
 AJ1149.The geoid height was determined by GEOID03.
 AJ1149
 AJ1149.The dynamic height is computed by dividing the NAVD 88
 AJ1149.geopotential number by the normal gravity value computed on the
 AJ1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1149.degrees latitude (g = 980.6199 gals.).
 AJ1149
 AJ1149.The modeled gravity was interpolated from observed gravity values.
 AJ1149
 AJ1149;                    North         East    Units  Estimated Accuracy
 AJ1149;SPC TX S     - 5,154,990.      348,240.      MT  (+/- 180 meters Scaled)
 AJ1149
 AJ1149                          SUPERSEDED SURVEY CONTROL
 AJ1149
 AJ1149  NGVD 29 (??/??/92)   23.567  (m)           77.32   (f) ADJ UNCH    2 0
 AJ1149
 AJ1149.Superseded values are not recommended for survey control.
 AJ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1149.See file dsdata.txt to determine how the superseded data were derived.
 AJ1149
 AJ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ978939(NAD 83)
 AJ1149_MARKER: DB = BENCH MARK DISK
 AJ1149_SETTING: 0 = UNSPECIFIED SETTING
 AJ1149_STAMPING: L 618 1942
 AJ1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1149
 AJ1149  HISTORY     - Date     Condition        Report By
 AJ1149  HISTORY     - 1942     MONUMENTED       CGS
 AJ1149  HISTORY     - 1962     GOOD             USGS
 AJ1149
 AJ1149                          STATION DESCRIPTION
 AJ1149
 AJ1149'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AJ1149'11.3 MI SE FROM BARROSO.
 AJ1149'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 281 AND FARM ROAD 2191
 AJ1149'IN FALFURRIAS, BROOKS COUNTY, PROCEED EAST 5.2 MILES TO A CROSS ROAD,
 AJ1149'SOUTH 3.6 MILES TO THE GATEKEEPERS HOUSE AT THE MARIPOSA RANCH,
 AJ1149'CONTINUE SOUTH 6.3 MILES TO AN EAST-WEST PIPELINE AND ROAD, EAST 0.8
 AJ1149'MILE TO A T-ROAD SOUTH TO A WELL, SOUTH 0.05 MILE TO THE EAST SIDE OF
 AJ1149'A MESQUITE TREE ON THE WEST SIDE OF THE ROAD AND THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1122 ***********************************************************************
 AB1122  DESIGNATION -  L 619
 AB1122  PID         -  AB1122
 AB1122  STATE/COUNTY-  TX/KENEDY
 AB1122  USGS QUAD   -  NORIAS (1982)
 AB1122
 AB1122                         *CURRENT SURVEY CONTROL
 AB1122  ___________________________________________________________________
 AB1122* NAD 83(1986)-  26 46 55.     (N)    097 47 26.     (W)     SCALED    
 AB1122* NAVD 88     -         7.162  (meters)      23.50   (feet)  ADJUSTED  
 AB1122  ___________________________________________________________________
 AB1122  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 AB1122  DYNAMIC HT  -           7.150 (meters)      23.46  (feet)  COMP
 AB1122  MODELED GRAV-     979,066.6   (mgal)                       NAVD 88
 AB1122
 AB1122  VERT ORDER  -  FIRST     CLASS II
 AB1122
 AB1122.The horizontal coordinates were scaled from a topographic map and have
 AB1122.an estimated accuracy of +/- 6 seconds.
 AB1122
 AB1122.The orthometric height was determined by differential leveling
 AB1122.and adjusted by the National Geodetic Survey in June 1991..
 AB1122
 AB1122.The geoid height was determined by GEOID03.
 AB1122
 AB1122.The dynamic height is computed by dividing the NAVD 88
 AB1122.geopotential number by the normal gravity value computed on the
 AB1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1122.degrees latitude (g = 980.6199 gals.).
 AB1122
 AB1122.The modeled gravity was interpolated from observed gravity values.
 AB1122
 AB1122;                    North         East    Units  Estimated Accuracy
 AB1122;SPC TX S     - 5,123,760.      370,540.      MT  (+/- 180 meters Scaled)
 AB1122
 AB1122                          SUPERSEDED SURVEY CONTROL
 AB1122
 AB1122  NGVD 29 (??/??/92)    7.247  (m)           23.78   (f) ADJ UNCH    1 2
 AB1122
 AB1122.Superseded values are not recommended for survey control.
 AB1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1122.See file dsdata.txt to determine how the superseded data were derived.
 AB1122
 AB1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ202628(NAD 83)
 AB1122_MARKER: DB = BENCH MARK DISK
 AB1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1122_STAMPING: L 619 1942
 AB1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1122+STABILITY: SURFACE MOTION
 AB1122
 AB1122  HISTORY     - Date     Condition        Report By
 AB1122  HISTORY     - 1942     MONUMENTED       CGS
 AB1122  HISTORY     - 1951     GOOD             NGS
 AB1122
 AB1122                          STATION DESCRIPTION
 AB1122
 AB1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB1122'1.0 MI W FROM NORIAS.
 AB1122'1.0 MILE WEST ALONG A DIM SANDY TRACK ROAD FROM THE ST. LOUIS,
 AB1122'BROWNSVILLE AND MEXICO RAILROAD STATION AT NORIAS, 20 FEET NORTHEAST
 AB1122'OF A 20 INCH MESOUITE TREE, 12 FEET SOUTH OF THE CENTER LINE OF THE
 AB1122'ROAD, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 AB1122'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0218 ***********************************************************************
 AJ0218  DESIGNATION -  L 621
 AJ0218  PID         -  AJ0218
 AJ0218  STATE/COUNTY-  TX/DUVAL
 AJ0218  USGS QUAD   -  BENAVIDES (1968)
 AJ0218
 AJ0218                         *CURRENT SURVEY CONTROL
 AJ0218  ___________________________________________________________________
 AJ0218* NAD 83(1986)-  27 35 22.     (N)    098 24 29.     (W)     SCALED    
 AJ0218* NAVD 88     -       112.682  (meters)     369.69   (feet)  ADJUSTED  
 AJ0218  ___________________________________________________________________
 AJ0218  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AJ0218  DYNAMIC HT  -         112.505 (meters)     369.11  (feet)  COMP
 AJ0218  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 AJ0218
 AJ0218  VERT ORDER  -  SECOND    CLASS 0
 AJ0218
 AJ0218.The horizontal coordinates were scaled from a topographic map and have
 AJ0218.an estimated accuracy of +/- 6 seconds.
 AJ0218
 AJ0218.The orthometric height was determined by differential leveling
 AJ0218.and adjusted by the National Geodetic Survey in June 1991..
 AJ0218
 AJ0218.The geoid height was determined by GEOID03.
 AJ0218
 AJ0218.The dynamic height is computed by dividing the NAVD 88
 AJ0218.geopotential number by the normal gravity value computed on the
 AJ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0218.degrees latitude (g = 980.6199 gals.).
 AJ0218
 AJ0218.The modeled gravity was interpolated from observed gravity values.
 AJ0218
 AJ0218;                    North         East    Units  Estimated Accuracy
 AJ0218;SPC TX S     - 5,213,040.      309,080.      MT  (+/- 180 meters Scaled)
 AJ0218
 AJ0218                          SUPERSEDED SURVEY CONTROL
 AJ0218
 AJ0218  NGVD 29 (??/??/92)  112.75   (m)          369.9    (f) COMPUTED    2 0
 AJ0218
 AJ0218.Superseded values are not recommended for survey control.
 AJ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0218.See file dsdata.txt to determine how the superseded data were derived.
 AJ0218
 AJ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR584518(NAD 83)
 AJ0218_MARKER: DB = BENCH MARK DISK
 AJ0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ0218_SP_SET: CULVERT
 AJ0218_STAMPING: L 621 1942
 AJ0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0218
 AJ0218  HISTORY     - Date     Condition        Report By
 AJ0218  HISTORY     - 1942     MONUMENTED       CGS
 AJ0218
 AJ0218                          STATION DESCRIPTION
 AJ0218
 AJ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0218'0.9 MI S FROM BENAVIDES.
 AJ0218'TO REACH FROM THE MISSOURI PACIFIC RAILROAD (TEX.MEX) STATION AT
 AJ0218'BENAVIDES-- PROCEED 0.9 MILE SOUTHERLY ALONG STATE HIGHWAY NO. 339 TO
 AJ0218'THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 210.0 FEET SOUTHWEST
 AJ0218'OF A CAFE IN 1942, 27.0 FEET EAST OF RIGHT-OF WAY FENCE AND 18.0 FEET
 AJ0218'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.
 AJ0218'IT IS SET HORIZONTALLY IN THE WEST END OF THE WEST HEADWALL OF A
 AJ0218'4X10-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0383 ***********************************************************************
 AJ0383  DESIGNATION -  L 622
 AJ0383  PID         -  AJ0383
 AJ0383  STATE/COUNTY-  TX/DUVAL
 AJ0383  USGS QUAD   -  RAMIREZ (1969)
 AJ0383
 AJ0383                         *CURRENT SURVEY CONTROL
 AJ0383  ___________________________________________________________________
 AJ0383* NAD 83(1986)-  27 17 43.     (N)    098 23 12.     (W)     SCALED    
 AJ0383* NAVD 88     -        96.883  (meters)     317.86   (feet)  ADJUSTED  
 AJ0383  ___________________________________________________________________
 AJ0383  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AJ0383  DYNAMIC HT  -          96.729 (meters)     317.35  (feet)  COMP
 AJ0383  MODELED GRAV-     979,061.9   (mgal)                       NAVD 88
 AJ0383
 AJ0383  VERT ORDER  -  SECOND    CLASS 0
 AJ0383
 AJ0383.The horizontal coordinates were scaled from a topographic map and have
 AJ0383.an estimated accuracy of +/- 6 seconds.
 AJ0383
 AJ0383.The orthometric height was determined by differential leveling
 AJ0383.and adjusted by the National Geodetic Survey in June 1991..
 AJ0383
 AJ0383.The geoid height was determined by GEOID03.
 AJ0383
 AJ0383.The dynamic height is computed by dividing the NAVD 88
 AJ0383.geopotential number by the normal gravity value computed on the
 AJ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0383.degrees latitude (g = 980.6199 gals.).
 AJ0383
 AJ0383.The modeled gravity was interpolated from observed gravity values.
 AJ0383
 AJ0383;                    North         East    Units  Estimated Accuracy
 AJ0383;SPC TX S     - 5,180,440.      311,220.      MT  (+/- 180 meters Scaled)
 AJ0383
 AJ0383                          SUPERSEDED SURVEY CONTROL
 AJ0383
 AJ0383  NGVD 29 (??/??/92)   96.97   (m)          318.1    (f) COMPUTED    2 0
 AJ0383
 AJ0383.Superseded values are not recommended for survey control.
 AJ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0383.See file dsdata.txt to determine how the superseded data were derived.
 AJ0383
 AJ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR606192(NAD 83)
 AJ0383_MARKER: DB = BENCH MARK DISK
 AJ0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0383_STAMPING: L 622 1942
 AJ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0383+STABILITY: SURFACE MOTION
 AJ0383
 AJ0383  HISTORY     - Date     Condition        Report By
 AJ0383  HISTORY     - 1942     MONUMENTED       CGS
 AJ0383
 AJ0383                          STATION DESCRIPTION
 AJ0383
 AJ0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0383'25.5 MI S FROM BENAVIDES.
 AJ0383'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT BENAVIDES--
 AJ0383'PROCEED 11.6 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 339 TO A CURVE,
 AJ0383'THENCE, GO 0.5 MILE WEST ALONG DIRT ROAD TO A CURVE, THENCE, GO 12.2
 AJ0383'MILES SOUTHERLY ALONG ROAD TO INTERSECTION OF CROSSROAD.  THENCE, GO
 AJ0383'1.2 MILES EAST ALONG ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AJ0383'3.7 MILES SOUTHEAST OF SEJITA, ABOUT 0.2 MILE WEST OF A SIDE ROAD AND
 AJ0383'CATTLE GUARD.  IT IS 20.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 AJ0383'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF
 AJ0383'FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0345 ***********************************************************************
 AJ0345  DESIGNATION -  L 623
 AJ0345  PID         -  AJ0345
 AJ0345  STATE/COUNTY-  TX/DUVAL
 AJ0345  USGS QUAD   -  CONCEPCION (1968)
 AJ0345
 AJ0345                         *CURRENT SURVEY CONTROL
 AJ0345  ___________________________________________________________________
 AJ0345* NAD 83(1986)-  27 23 26.     (N)    098 20 01.     (W)     SCALED    
 AJ0345* NAVD 88     -        86.984  (meters)     285.38   (feet)  ADJUSTED  
 AJ0345  ___________________________________________________________________
 AJ0345  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AJ0345  DYNAMIC HT  -          86.847 (meters)     284.93  (feet)  COMP
 AJ0345  MODELED GRAV-     979,069.9   (mgal)                       NAVD 88
 AJ0345
 AJ0345  VERT ORDER  -  SECOND    CLASS 0
 AJ0345
 AJ0345.The horizontal coordinates were scaled from a topographic map and have
 AJ0345.an estimated accuracy of +/- 6 seconds.
 AJ0345
 AJ0345.The orthometric height was determined by differential leveling
 AJ0345.and adjusted by the National Geodetic Survey in June 1991..
 AJ0345
 AJ0345.The geoid height was determined by GEOID03.
 AJ0345
 AJ0345.The dynamic height is computed by dividing the NAVD 88
 AJ0345.geopotential number by the normal gravity value computed on the
 AJ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0345.degrees latitude (g = 980.6199 gals.).
 AJ0345
 AJ0345.The modeled gravity was interpolated from observed gravity values.
 AJ0345
 AJ0345;                    North         East    Units  Estimated Accuracy
 AJ0345;SPC TX S     - 5,191,010.      316,460.      MT  (+/- 180 meters Scaled)
 AJ0345
 AJ0345                          SUPERSEDED SURVEY CONTROL
 AJ0345
 AJ0345  NGVD 29 (??/??/92)   87.078  (m)          285.69   (f) ADJ UNCH    2 0
 AJ0345
 AJ0345.Superseded values are not recommended for survey control.
 AJ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0345.See file dsdata.txt to determine how the superseded data were derived.
 AJ0345
 AJ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR658298(NAD 83)
 AJ0345_MARKER: DB = BENCH MARK DISK
 AJ0345_SETTING: 0 = UNSPECIFIED SETTING
 AJ0345_STAMPING: L 623
 AJ0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ0345
 AJ0345  HISTORY     - Date     Condition        Report By
 AJ0345  HISTORY     - UNK      MONUMENTED       CGS
 AJ0345  HISTORY     - 1968     GOOD             USGS
 AJ0345
 AJ0345                          STATION DESCRIPTION
 AJ0345
 AJ0345'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 AJ0345'2.0 MI E FROM CONCEPOION.
 AJ0345'FROM THE POST OFFICE AT CONCEPOION GO EAST ALONG HIGHWAY 716 1.2 MILES
 AJ0345'TURN SOUTH ON CALICHE ROAD FOR.  2 1/2 MILES THEN EAST ON SMALL LANE
 AJ0345'FOR 2 1/2 MILES.  BENCH MARK SETS 27 FEET SOUTH OF CENTER LINE OF LANE
 AJ0345'IN CLUMP OF TREES.  410 FT. EAST OF TRAIL LEADING SOUTH AND 39 FT.
 AJ0345'WEST OF TRAIL LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0176 ***********************************************************************
 AJ0176  DESIGNATION -  L 624
 AJ0176  PID         -  AJ0176
 AJ0176  STATE/COUNTY-  TX/JIM WELLS
 AJ0176  USGS QUAD   -  BEN BOLT NW (1963)
 AJ0176
 AJ0176                         *CURRENT SURVEY CONTROL
 AJ0176  ___________________________________________________________________
 AJ0176* NAD 83(1986)-  27 41 25.     (N)    098 11 03.     (W)     SCALED    
 AJ0176* NAVD 88     -        83.471  (meters)     273.85   (feet)  ADJUSTED  
 AJ0176  ___________________________________________________________________
 AJ0176  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AJ0176  DYNAMIC HT  -          83.341 (meters)     273.43  (feet)  COMP
 AJ0176  MODELED GRAV-     979,090.9   (mgal)                       NAVD 88
 AJ0176
 AJ0176  VERT ORDER  -  SECOND    CLASS 0
 AJ0176
 AJ0176.The horizontal coordinates were scaled from a topographic map and have
 AJ0176.an estimated accuracy of +/- 6 seconds.
 AJ0176
 AJ0176.The orthometric height was determined by differential leveling
 AJ0176.and adjusted by the National Geodetic Survey in June 1991..
 AJ0176
 AJ0176.The geoid height was determined by GEOID03.
 AJ0176
 AJ0176.The dynamic height is computed by dividing the NAVD 88
 AJ0176.geopotential number by the normal gravity value computed on the
 AJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0176.degrees latitude (g = 980.6199 gals.).
 AJ0176
 AJ0176.The modeled gravity was interpolated from observed gravity values.
 AJ0176
 AJ0176;                    North         East    Units  Estimated Accuracy
 AJ0176;SPC TX S     - 5,224,240.      331,150.      MT  (+/- 180 meters Scaled)
 AJ0176
 AJ0176                          SUPERSEDED SURVEY CONTROL
 AJ0176
 AJ0176  NGVD 29 (??/??/92)   83.559  (m)          274.14   (f) ADJ UNCH    2 0
 AJ0176
 AJ0176.Superseded values are not recommended for survey control.
 AJ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0176.See file dsdata.txt to determine how the superseded data were derived.
 AJ0176
 AJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR804631(NAD 83)
 AJ0176_MARKER: DB = BENCH MARK DISK
 AJ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0176_STAMPING: L 624 1942
 AJ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0176+STABILITY: SURFACE MOTION
 AJ0176
 AJ0176  HISTORY     - Date     Condition        Report By
 AJ0176  HISTORY     - 1942     MONUMENTED       CGS
 AJ0176  HISTORY     - 1963     MARK NOT FOUND   USGS
 AJ0176
 AJ0176                          STATION DESCRIPTION
 AJ0176
 AJ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0176'10.1 MI SE FROM SAN DIEGO.
 AJ0176'TO REACH FROM THE COUNTY COURT HOUSE AT SAN DIEGO-- PROCEED 1.5 MILES
 AJ0176'SOUTHWEST ALONG U.S. HIGHWAY NO. 59 TO INTERSECTION OF ROAD LEADING
 AJ0176'SOUTH.  THENCE, GO 2.6 MILES SOUTH ALONG ROAD TO INTERSECTION OF ROAD
 AJ0176'LEADING EAST.  THENCE, GO 3.8 MILES EASTERLY ALONG ROAD TO
 AJ0176'INTERSECTION OF ROAD LEADING SOUTH.  THENCE, GO 2.2 MILES SOUTHERLY
 AJ0176'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT THE
 AJ0176'INTERSECTION OF SIDE ROAD, 29.0 FEET WEST OF AND ABOUT THE SAME
 AJ0176'ELEVATION AS THE CENTERLINE OF THE ROAD AND 22.1 FEET NORTH OF THE
 AJ0176'CENTERLINE OF THE SIDE ROAD.  IT IS 12.0 FEET WEST OF A FENCE CORNER
 AJ0176'AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AJ0176'PROJECTS 0.5 FOOT.
 AJ0176
 AJ0176                          STATION RECOVERY (1963)
 AJ0176
 AJ0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AJ0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0425 ***********************************************************************
 AJ0425  DESIGNATION -  L 625
 AJ0425  PID         -  AJ0425
 AJ0425  STATE/COUNTY-  TX/BROOKS
 AJ0425  USGS QUAD   -  PALOMAS RANCH (1968)
 AJ0425
 AJ0425                         *CURRENT SURVEY CONTROL
 AJ0425  ___________________________________________________________________
 AJ0425* NAD 83(1986)-  27 09 50.     (N)    098 22 26.     (W)     SCALED    
 AJ0425* NAVD 88     -        93.947  (meters)     308.22   (feet)  ADJUSTED  
 AJ0425  ___________________________________________________________________
 AJ0425  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AJ0425  DYNAMIC HT  -          93.798 (meters)     307.74  (feet)  COMP
 AJ0425  MODELED GRAV-     979,052.9   (mgal)                       NAVD 88
 AJ0425
 AJ0425  VERT ORDER  -  SECOND    CLASS 0
 AJ0425
 AJ0425.The horizontal coordinates were scaled from a topographic map and have
 AJ0425.an estimated accuracy of +/- 6 seconds.
 AJ0425
 AJ0425.The orthometric height was determined by differential leveling
 AJ0425.and adjusted by the National Geodetic Survey in June 1991..
 AJ0425
 AJ0425.The geoid height was determined by GEOID03.
 AJ0425
 AJ0425.The dynamic height is computed by dividing the NAVD 88
 AJ0425.geopotential number by the normal gravity value computed on the
 AJ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0425.degrees latitude (g = 980.6199 gals.).
 AJ0425
 AJ0425.The modeled gravity was interpolated from observed gravity values.
 AJ0425
 AJ0425;                    North         East    Units  Estimated Accuracy
 AJ0425;SPC TX S     - 5,165,890.      312,500.      MT  (+/- 180 meters Scaled)
 AJ0425
 AJ0425                          SUPERSEDED SURVEY CONTROL
 AJ0425
 AJ0425  NGVD 29 (??/??/92)   94.020  (m)          308.46   (f) ADJ UNCH    2 0
 AJ0425
 AJ0425.Superseded values are not recommended for survey control.
 AJ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0425.See file dsdata.txt to determine how the superseded data were derived.
 AJ0425
 AJ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR620047(NAD 83)
 AJ0425_MARKER: DB = BENCH MARK DISK
 AJ0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0425_STAMPING: L 625 1942
 AJ0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0425+STABILITY: SURFACE MOTION
 AJ0425
 AJ0425  HISTORY     - Date     Condition        Report By
 AJ0425  HISTORY     - 1942     MONUMENTED       CGS
 AJ0425
 AJ0425                          STATION DESCRIPTION
 AJ0425
 AJ0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0425'19.0 MI SW FROM FALFURRIAS.
 AJ0425'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 0.4 MILE
 AJ0425'SOUTH ALONG STATE HIGHWAY NO. 281 TO INTERSECTION OF ROAD LEADING
 AJ0425'WEST.  THENCE, GO 2.6 MILES SOUTHWESTERLY ALONG ROAD TO THE
 AJ0425'INTERSECTION OF EAST-WEST-ROAD.  THENCE, GO 2.6 MILES SOUTHWESTERLY
 AJ0425'ROAD TO INTERSECTION OF NORTH-SOUTH ROAD.  THENCE, GO 0.8 MILE SOUTH
 AJ0425'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS 30.0 FEET
 AJ0425'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 3.0
 AJ0425'FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT WEST OF
 AJ0425'FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0513 ***********************************************************************
 AJ0513  DESIGNATION -  L 626
 AJ0513  PID         -  AJ0513
 AJ0513  STATE/COUNTY-  TX/JIM HOGG
 AJ0513  USGS QUAD   -  BALUARTE RANCH (1972)
 AJ0513
 AJ0513                         *CURRENT SURVEY CONTROL
 AJ0513  ___________________________________________________________________
 AJ0513* NAD 83(1986)-  27 11 20.     (N)    098 36 16.     (W)     SCALED    
 AJ0513* NAVD 88     -       141.553  (meters)     464.41   (feet)  ADJUSTED  
 AJ0513  ___________________________________________________________________
 AJ0513  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AJ0513  DYNAMIC HT  -         141.326 (meters)     463.67  (feet)  COMP
 AJ0513  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 AJ0513
 AJ0513  VERT ORDER  -  SECOND    CLASS 0
 AJ0513
 AJ0513.The horizontal coordinates were scaled from a topographic map and have
 AJ0513.an estimated accuracy of +/- 6 seconds.
 AJ0513
 AJ0513.The orthometric height was determined by differential leveling
 AJ0513.and adjusted by the National Geodetic Survey in June 1991..
 AJ0513
 AJ0513.The geoid height was determined by GEOID03.
 AJ0513
 AJ0513.The dynamic height is computed by dividing the NAVD 88
 AJ0513.geopotential number by the normal gravity value computed on the
 AJ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0513.degrees latitude (g = 980.6199 gals.).
 AJ0513
 AJ0513.The modeled gravity was interpolated from observed gravity values.
 AJ0513
 AJ0513;                    North         East    Units  Estimated Accuracy
 AJ0513;SPC TX S     - 5,168,650.      289,650.      MT  (+/- 180 meters Scaled)
 AJ0513
 AJ0513                          SUPERSEDED SURVEY CONTROL
 AJ0513
 AJ0513  NGVD 29 (??/??/92)  141.594  (m)          464.55   (f) ADJ UNCH    2 0
 AJ0513
 AJ0513.Superseded values are not recommended for survey control.
 AJ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0513.See file dsdata.txt to determine how the superseded data were derived.
 AJ0513
 AJ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR391074(NAD 83)
 AJ0513_MARKER: DB = BENCH MARK DISK
 AJ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0513_STAMPING: L 626 1942
 AJ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0513+STABILITY: SURFACE MOTION
 AJ0513
 AJ0513  HISTORY     - Date     Condition        Report By
 AJ0513  HISTORY     - 1942     MONUMENTED       CGS
 AJ0513
 AJ0513                          STATION DESCRIPTION
 AJ0513
 AJ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0513'10.7 MI SE FROM HEBBRONVILLE.
 AJ0513'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT HEBBRONVILLE--
 AJ0513'PROCEED 9.2 MILES SOUTHEAST ALONG ROAD TOWARDS ALTA VISTA TO
 AJ0513'INTERSECTION OF ROAD LEADING EAST.  THENCE, GO 1.5 MILES EASTERLY
 AJ0513'ALONG ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.3
 AJ0513'MILE WEST OF A CATTLE GUARD ACROSS THE ROAD, 18.0 FEET NORTH OF AND
 AJ0513'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF A
 AJ0513'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0398 ***********************************************************************
 AJ0398  DESIGNATION -  L 627
 AJ0398  PID         -  AJ0398
 AJ0398  STATE/COUNTY-  TX/BROOKS
 AJ0398  USGS QUAD   -  PALOMAS RANCH NW (1968)
 AJ0398
 AJ0398                         *CURRENT SURVEY CONTROL
 AJ0398  ___________________________________________________________________
 AJ0398* NAD 83(1986)-  27 11 54.     (N)    098 24 19.     (W)     SCALED    
 AJ0398* NAVD 88     -       101.993  (meters)     334.62   (feet)  ADJUSTED  
 AJ0398  ___________________________________________________________________
 AJ0398  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AJ0398  DYNAMIC HT  -         101.831 (meters)     334.09  (feet)  COMP
 AJ0398  MODELED GRAV-     979,054.1   (mgal)                       NAVD 88
 AJ0398
 AJ0398  VERT ORDER  -  SECOND    CLASS 0
 AJ0398
 AJ0398.The horizontal coordinates were scaled from a topographic map and have
 AJ0398.an estimated accuracy of +/- 6 seconds.
 AJ0398
 AJ0398.The orthometric height was determined by differential leveling
 AJ0398.and adjusted by the National Geodetic Survey in June 1991..
 AJ0398
 AJ0398.The geoid height was determined by GEOID03.
 AJ0398
 AJ0398.The dynamic height is computed by dividing the NAVD 88
 AJ0398.geopotential number by the normal gravity value computed on the
 AJ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0398.degrees latitude (g = 980.6199 gals.).
 AJ0398
 AJ0398.The modeled gravity was interpolated from observed gravity values.
 AJ0398
 AJ0398;                    North         East    Units  Estimated Accuracy
 AJ0398;SPC TX S     - 5,169,700.      309,380.      MT  (+/- 180 meters Scaled)
 AJ0398
 AJ0398                          SUPERSEDED SURVEY CONTROL
 AJ0398
 AJ0398  NGVD 29 (??/??/92)  102.073  (m)          334.88   (f) ADJ UNCH    2 0
 AJ0398
 AJ0398.Superseded values are not recommended for survey control.
 AJ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0398.See file dsdata.txt to determine how the superseded data were derived.
 AJ0398
 AJ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR589085(NAD 83)
 AJ0398_MARKER: DB = BENCH MARK DISK
 AJ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0398_STAMPING: L 627 1942
 AJ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0398+STABILITY: SURFACE MOTION
 AJ0398
 AJ0398  HISTORY     - Date     Condition        Report By
 AJ0398  HISTORY     - 1942     MONUMENTED       CGS
 AJ0398
 AJ0398                          STATION DESCRIPTION
 AJ0398
 AJ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AJ0398'20.6 MI SW FROM FALFURRIAS.
 AJ0398'TO REACH FROM THE COUNTY COURT HOUSE AT FALFURRIAS-- PROCEED 15.6
 AJ0398'MILES WESTERLY ALONG STATE HIGHWAY NO. 285 TO THE INTERSECTION OF ROAD
 AJ0398'LEADING SOUTH TO SEJITA.  THENCE, GO 5.0 MILES SOUTHERLY ALONG TRACK
 AJ0398'ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE
 AJ0398'SOUTH OF PALOS RANCH HOUSE, ABOUT 112.0 FEET WEST OF A FENCE, 20.0
 AJ0398'FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD AND
 AJ0398'2.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 AJ0398'PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0123 ***********************************************************************
 AE0123  DESIGNATION -  L 628
 AE0123  PID         -  AE0123
 AE0123  STATE/COUNTY-  TX/BROOKS
 AE0123  USGS QUAD   -  TACUBAYA (1993)
 AE0123
 AE0123                         *CURRENT SURVEY CONTROL
 AE0123  ___________________________________________________________________
 AE0123* NAD 83(1986)-  26 55 32.     (N)    098 20 05.     (W)     SCALED    
 AE0123* NAVD 88     -        78.170  (meters)     256.46   (feet)  ADJUSTED  
 AE0123  ___________________________________________________________________
 AE0123  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AE0123  DYNAMIC HT  -          78.044 (meters)     256.05  (feet)  COMP
 AE0123  MODELED GRAV-     979,029.5   (mgal)                       NAVD 88
 AE0123
 AE0123  VERT ORDER  -  SECOND    CLASS 0
 AE0123
 AE0123.The horizontal coordinates were scaled from a topographic map and have
 AE0123.an estimated accuracy of +/- 6 seconds.
 AE0123
 AE0123.The orthometric height was determined by differential leveling
 AE0123.and adjusted by the National Geodetic Survey in June 1991..
 AE0123
 AE0123.The geoid height was determined by GEOID03.
 AE0123
 AE0123.The dynamic height is computed by dividing the NAVD 88
 AE0123.geopotential number by the normal gravity value computed on the
 AE0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0123.degrees latitude (g = 980.6199 gals.).
 AE0123
 AE0123.The modeled gravity was interpolated from observed gravity values.
 AE0123
 AE0123;                    North         East    Units  Estimated Accuracy
 AE0123;SPC TX S     - 5,139,490.      316,410.      MT  (+/- 180 meters Scaled)
 AE0123
 AE0123                          SUPERSEDED SURVEY CONTROL
 AE0123
 AE0123  NGVD 29 (??/??/92)   78.232  (m)          256.67   (f) ADJ UNCH    2 0
 AE0123
 AE0123.Superseded values are not recommended for survey control.
 AE0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0123.See file dsdata.txt to determine how the superseded data were derived.
 AE0123
 AE0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ660783(NAD 83)
 AE0123_MARKER: DB = BENCH MARK DISK
 AE0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0123_STAMPING: L 628 1942
 AE0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0123+STABILITY: SURFACE MOTION
 AE0123
 AE0123  HISTORY     - Date     Condition        Report By
 AE0123  HISTORY     - 1942     MONUMENTED       CGS
 AE0123
 AE0123                          STATION DESCRIPTION
 AE0123
 AE0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0123'14.0 MI W FROM RACHAL.
 AE0123'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT RACHAL--
 AE0123'PROCEED 14.0 MILES WESTERLY ALONG THE TRACK ROAD TO THE SITE OF THE
 AE0123'BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE WEST OF THE PASOTEX PIPE
 AE0123'LINE CO. PUMPING STATION, 24.0 FEET SOUTH OF AND ABOUT THE SAME
 AE0123'ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 21.0 FEET WEST OF A
 AE0123'FENCE CORNER, 6.0 FEET NORTH OF FENCE AND SET HORIZONTALLY IN
 AE0123'LIMESTONE OUTCROP PROJECTING ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0106 ***********************************************************************
 AE0106  DESIGNATION -  L 629
 AE0106  PID         -  AE0106
 AE0106  STATE/COUNTY-  TX/BROOKS
 AE0106  USGS QUAD   -  SANTA ELENA SE (1993)
 AE0106
 AE0106                         *CURRENT SURVEY CONTROL
 AE0106  ___________________________________________________________________
 AE0106* NAD 83(1986)-  26 51 08.     (N)    098 19 02.     (W)     SCALED    
 AE0106* NAVD 88     -        75.285  (meters)     247.00   (feet)  ADJUSTED  
 AE0106  ___________________________________________________________________
 AE0106  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AE0106  DYNAMIC HT  -          75.164 (meters)     246.60  (feet)  COMP
 AE0106  MODELED GRAV-     979,030.0   (mgal)                       NAVD 88
 AE0106
 AE0106  VERT ORDER  -  SECOND    CLASS 0
 AE0106
 AE0106.The horizontal coordinates were scaled from a topographic map and have
 AE0106.an estimated accuracy of +/- 6 seconds.
 AE0106
 AE0106.The orthometric height was determined by differential leveling
 AE0106.and adjusted by the National Geodetic Survey in June 1991..
 AE0106
 AE0106.The geoid height was determined by GEOID03.
 AE0106
 AE0106.The dynamic height is computed by dividing the NAVD 88
 AE0106.geopotential number by the normal gravity value computed on the
 AE0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0106.degrees latitude (g = 980.6199 gals.).
 AE0106
 AE0106.The modeled gravity was interpolated from observed gravity values.
 AE0106
 AE0106;                    North         East    Units  Estimated Accuracy
 AE0106;SPC TX S     - 5,131,360.      318,160.      MT  (+/- 180 meters Scaled)
 AE0106
 AE0106                          SUPERSEDED SURVEY CONTROL
 AE0106
 AE0106  NGVD 29 (??/??/92)   75.350  (m)          247.21   (f) ADJ UNCH    2 0
 AE0106
 AE0106.Superseded values are not recommended for survey control.
 AE0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0106.See file dsdata.txt to determine how the superseded data were derived.
 AE0106
 AE0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ678702(NAD 83)
 AE0106_MARKER: DB = BENCH MARK DISK
 AE0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0106_STAMPING: L 629 1942
 AE0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0106+STABILITY: SURFACE MOTION
 AE0106
 AE0106  HISTORY     - Date     Condition        Report By
 AE0106  HISTORY     - 1942     MONUMENTED       CGS
 AE0106  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0106
 AE0106                          STATION DESCRIPTION
 AE0106
 AE0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0106'13.8 MI NE FROM SANTA ELENA.
 AE0106'TO REACH FROM THE SITE OF POST OFFICE AT SANTA ELENA-- PROCEED 2.5
 AE0106'MILES NORTHERLY ALONG ROAD TOWARDS ALTAVISTA TO THE INTERSECTION OF
 AE0106'ROAD LEADING EAST.  THENCE, GO 11.3 MILES EASTERLY ALONG ROAD TO THE
 AE0106'SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE EAST OF A CATTLE
 AE0106'GUARD ACROSS THE ROAD AND ABOUT 105.0 FEET NORTHWEST OF A GROUP OF
 AE0106'MESQUITE TREES.  IT IS 36.0 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE THE
 AE0106'CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER
 AE0106'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0106
 AE0106                          STATION RECOVERY (1972)
 AE0106
 AE0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0060 ***********************************************************************
 AE0060  DESIGNATION -  L 630 RESET
 AE0060  PID         -  AE0060
 AE0060  STATE/COUNTY-  TX/HIDALGO
 AE0060  USGS QUAD   -  MC ALLEN RANCH (1993)
 AE0060
 AE0060                         *CURRENT SURVEY CONTROL
 AE0060  ___________________________________________________________________
 AE0060* NAD 83(1986)-  26 37 03.     (N)    098 17 45.     (W)     SCALED    
 AE0060* NAVD 88     -        51.57   (meters)     169.2    (feet)  RESET     
 AE0060  ___________________________________________________________________
 AE0060  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 AE0060
 AE0060  VERT ORDER  -  THIRD
 AE0060
 AE0060.The horizontal coordinates were scaled from a topographic map and have
 AE0060.an estimated accuracy of +/- 6 seconds.
 AE0060
 AE0060.The orthometric height was computed from unverified reset data.
 AE0060
 AE0060.The geoid height was determined by GEOID03.
 AE0060
 AE0060;                    North         East    Units  Estimated Accuracy
 AE0060;SPC TX S     - 5,105,360.      320,330.      MT  (+/- 180 meters Scaled)
 AE0060
 AE0060                          SUPERSEDED SURVEY CONTROL
 AE0060
 AE0060.No superseded survey control is available for this station.
 AE0060
 AE0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ701442(NAD 83)
 AE0060_MARKER: DD = SURVEY DISK
 AE0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0060_STAMPING: L 630 RESET 1951
 AE0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0060+STABILITY: SURFACE MOTION
 AE0060
 AE0060  HISTORY     - Date     Condition        Report By
 AE0060  HISTORY     - 1951     MONUMENTED       TXHD
 AE0060  HISTORY     - 19920702 MARK NOT FOUND   USPSQD
 AE0060
 AE0060                          STATION DESCRIPTION
 AE0060
 AE0060'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AE0060'10.7 MI W FROM LINN.
 AE0060'10.7 MILES WEST ALONG FARM ROAD 1017 FROM THE S. PACIFIC R.R. STATION
 AE0060'AT LINN 1.0 EAST OF THE JUNCTION OF A ROAD LEADING TO MCALLEN.  0.4
 AE0060'MILES EAST OF ENTRANCE ROAD TO MCALLEN RANCH.  38 FEET NORTH OF THE
 AE0060'CENTERLINE OF THE ROAD.  0.6 FOOT SOUTH OF THE FENCE LINE.  A STANDARD
 AE0060'DISK SET IN A CONCRETE POST 0.6 FOOT SQUARE AND EXTENDING 0.6 FOOT
 AE0060'ABOVE GROUND.  A WITNESS POST IS SET 3 FT. EAST.  THIS MARK WAS RESET
 AE0060'BY THE TEXAS HIGHWAY DEPARTMENT.
 AE0060
 AE0060                          STATION RECOVERY (1992)
 AE0060
 AE0060'RECOVERY NOTE BY US POWER SQUADRON 1992
 AE0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0396 ***********************************************************************
 AX0396  DESIGNATION -  L 631
 AX0396  PID         -  AX0396
 AX0396  STATE/COUNTY-  TX/WHARTON
 AX0396  USGS QUAD   -  LANE CITY (1980)
 AX0396
 AX0396                         *CURRENT SURVEY CONTROL
 AX0396  ___________________________________________________________________
 AX0396* NAD 83(1986)-  29 10 07.     (N)    096 00 03.     (W)     SCALED    
 AX0396* NAVD 88     -        24.37   (+/-2cm)      80.0    (feet)  VERTCON   
 AX0396  ___________________________________________________________________
 AX0396  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX0396
 AX0396  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0396
 AX0396.The horizontal coordinates were scaled from a topographic map and have
 AX0396.an estimated accuracy of +/- 6 seconds.
 AX0396
 AX0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0396.The vertical order pertains to the NGVD 29 superseded value.
 AX0396
 AX0396.The geoid height was determined by GEOID03.
 AX0396
 AX0396;                    North         East    Units  Estimated Accuracy
 AX0396;SPC TXSC     - 4,151,730.      891,690.      MT  (+/- 180 meters Scaled)
 AX0396
 AX0396                          SUPERSEDED SURVEY CONTROL
 AX0396
 AX0396  NGVD 29 (??/??/92)   24.377  (m)           79.98   (f) ADJ UNCH    2 0
 AX0396
 AX0396.Superseded values are not recommended for survey control.
 AX0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0396.See file dsdata.txt to determine how the superseded data were derived.
 AX0396
 AX0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT917303(NAD 83)
 AX0396_MARKER: DB = BENCH MARK DISK
 AX0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0396_SP_SET: CULVERT
 AX0396_STAMPING: L 631 1942
 AX0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0396
 AX0396  HISTORY     - Date     Condition        Report By
 AX0396  HISTORY     - 1942     MONUMENTED       CGS
 AX0396  HISTORY     - 1943     GOOD             NGS
 AX0396
 AX0396                          STATION DESCRIPTION
 AX0396
 AX0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AX0396'1.4 MI NW FROM MAGNET.
 AX0396'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD STATION AT
 AX0396'MAGNET.  PROCEED NORTHWESTERLY 1.4 MILES ALONG STATE HIGHWAY NO. 60 TO
 AX0396'A CONCRETE BOX CULVERT NEAR A CONCRETE SILO ON NORTHEAST SIDE OF ROAD
 AX0396'AND SITE OF BENCH MARK.  BENCH MARK IS ALONG STATE HIGHWAY NO. 60,
 AX0396'ABOUT 0.15 MILE SOUTHWEST OF THE SANTA FE RAILROAD, 132.0 FEET
 AX0396'SOUTHEAST OF THE CENTER OF A T ROAD INTERSECTION, 128.0 FEET SOUTH OF
 AX0396'A LARGE CONCRETE SILO ON NORTHEAST SIDE OF HIGHWAY, 16.0 FEET
 AX0396'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND IS SET HORIZONTALLY IN
 AX0396'THE TOP NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE BOX
 AX0396'CULVERT AT AN IRRIGATION DITCH UNDER HIGHWAY.  A DISK SET IN DRILL
 AX0396'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0910 ***********************************************************************
 AH0910  DESIGNATION -  L 632
 AH0910  PID         -  AH0910
 AH0910  STATE/COUNTY-  TX/KLEBERG
 AH0910  USGS QUAD   -  LAURELES RANCH (1975)
 AH0910
 AH0910                         *CURRENT SURVEY CONTROL
 AH0910  ___________________________________________________________________
 AH0910* NAD 83(1986)-  27 32 45.     (N)    097 30 34.     (W)     SCALED    
 AH0910* NAVD 88     -         9.726  (meters)      31.91   (feet)  ADJUSTED  
 AH0910  ___________________________________________________________________
 AH0910  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 AH0910  DYNAMIC HT  -           9.711 (meters)      31.86  (feet)  COMP
 AH0910  MODELED GRAV-     979,115.9   (mgal)                       NAVD 88
 AH0910
 AH0910  VERT ORDER  -  SECOND    CLASS 0
 AH0910
 AH0910.The horizontal coordinates were scaled from a topographic map and have
 AH0910.an estimated accuracy of +/- 6 seconds.
 AH0910
 AH0910.The orthometric height was determined by differential leveling
 AH0910.and adjusted by the National Geodetic Survey in June 1991..
 AH0910.WARNING-Repeat measurements at this control monument indicate possible
 AH0910.vertical movement.
 AH0910
 AH0910.The geoid height was determined by GEOID03.
 AH0910
 AH0910.The dynamic height is computed by dividing the NAVD 88
 AH0910.geopotential number by the normal gravity value computed on the
 AH0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0910.degrees latitude (g = 980.6199 gals.).
 AH0910
 AH0910.The modeled gravity was interpolated from observed gravity values.
 AH0910
 AH0910;                    North         East    Units  Estimated Accuracy
 AH0910;SPC TX S     - 5,208,580.      397,830.      MT  (+/- 180 meters Scaled)
 AH0910
 AH0910                          SUPERSEDED SURVEY CONTROL
 AH0910
 AH0910  NGVD 29 (??/??/92)    9.869  (m)           32.38   (f) ADJ UNCH    2 0
 AH0910
 AH0910.Superseded values are not recommended for survey control.
 AH0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0910.See file dsdata.txt to determine how the superseded data were derived.
 AH0910
 AH0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR471477(NAD 83)
 AH0910_MARKER: DB = BENCH MARK DISK
 AH0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0910_STAMPING: L 632 1942
 AH0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0910+STABILITY: SURFACE MOTION
 AH0910
 AH0910  HISTORY     - Date     Condition        Report By
 AH0910  HISTORY     - 1942     MONUMENTED       CGS
 AH0910  HISTORY     - 1969     MARK NOT FOUND   USGS
 AH0910
 AH0910                          STATION DESCRIPTION
 AH0910
 AH0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AH0910'0.6 MI N FROM LAURELES RANCH.
 AH0910'TO REACH FROM THE LAURELES RANCH HEADQUARTERS OF THE KING RANCH.
 AH0910'PROCEED 0.6 MILE NORTH ALONG GRADED ROAD TO SITE OF BENCH MARK. BENCH
 AH0910'MARK IS 5.8 MILES SOUTHWEST OF THE CHAPMAN RANCH HEADQUARTERS, 1.0
 AH0910'MILE SOUTH OF THE NORTH BOUNDARY LINE OF THE KING RANCH, ABOUT 200
 AH0910'FEET NORTH OF THE CENTER OF CURVE IN ROAD, 39 FEET EAST OF AND ABOUT
 AH0910'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, AND 1.0 FOOT WEST OF
 AH0910'A FENCE.  MONUMENT PROJECTS 0.5 FOOT.
 AH0910
 AH0910                          STATION RECOVERY (1969)
 AH0910
 AH0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 AH0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0452 ***********************************************************************
 AH0452  DESIGNATION -  L 633
 AH0452  PID         -  AH0452
 AH0452  STATE/COUNTY-  TX/KLEBERG
 AH0452  USGS QUAD   -  SOUTH BIRD ISLAND (1969)
 AH0452
 AH0452                         *CURRENT SURVEY CONTROL
 AH0452  ___________________________________________________________________
 AH0452* NAD 83(1986)-  27 28 08.     (N)    097 21 31.     (W)     SCALED    
 AH0452* NAVD 88     -         1.669  (meters)       5.48   (feet)  ADJUSTED  
 AH0452  ___________________________________________________________________
 AH0452  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH0452  DYNAMIC HT  -           1.667 (meters)       5.47  (feet)  COMP
 AH0452  MODELED GRAV-     979,117.8   (mgal)                       NAVD 88
 AH0452
 AH0452  VERT ORDER  -  SECOND    CLASS 0
 AH0452
 AH0452.The horizontal coordinates were scaled from a topographic map and have
 AH0452.an estimated accuracy of +/- 6 seconds.
 AH0452
 AH0452.The orthometric height was determined by differential leveling
 AH0452.and adjusted by the National Geodetic Survey in June 1991..
 AH0452
 AH0452.The geoid height was determined by GEOID03.
 AH0452
 AH0452.The dynamic height is computed by dividing the NAVD 88
 AH0452.geopotential number by the normal gravity value computed on the
 AH0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0452.degrees latitude (g = 980.6199 gals.).
 AH0452
 AH0452.The modeled gravity was interpolated from observed gravity values.
 AH0452
 AH0452;                    North         East    Units  Estimated Accuracy
 AH0452;SPC TX S     - 5,200,180.      412,810.      MT  (+/- 180 meters Scaled)
 AH0452
 AH0452                          SUPERSEDED SURVEY CONTROL
 AH0452
 AH0452  NGVD 29 (??/??/92)    1.816  (m)            5.96   (f) ADJ UNCH    2 0
 AH0452
 AH0452.Superseded values are not recommended for survey control.
 AH0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0452.See file dsdata.txt to determine how the superseded data were derived.
 AH0452
 AH0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR621394(NAD 83)
 AH0452_MARKER: DB = BENCH MARK DISK
 AH0452_SETTING: 0 = UNSPECIFIED SETTING
 AH0452_STAMPING: L 633 1942
 AH0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH0452
 AH0452  HISTORY     - Date     Condition        Report By
 AH0452  HISTORY     - 1942     MONUMENTED       CGS
 AH0452  HISTORY     - 1949     GOOD             NGS
 AH0452
 AH0452                          STATION DESCRIPTION
 AH0452
 AH0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0452'29.6 MI SE FROM CORPUS CHRISTI.
 AH0452'TO REACH FROM INTERSECTION OF CHAPMAN RANCH ROAD TEX. HWY. 286 AND
 AH0452'LEXINGTON BLVD. (TEX. HWY. 358) GO SE 9.8 MILES ON LEXINGTON BLVD. TO
 AH0452'LAGUNA CAUSEWAY, CONTINUE STRAIGHT AHEAD ON CAUSEWAY 0.2 MILE TO PAVED
 AH0452'ROAD LEADING SOUTH, TURN S ON PAVED ROAD AND GO 13.2 MILES, ENTERING
 AH0452'KING RANCH, TO ENTRANCE TO FORMER FLYING FIELD NO. 42, TURN E ON DIRT
 AH0452'ROAD AND GO E AND S 2.2 MILES TO SMALL LAKE AND SITE OF BENCH MARK.
 AH0452'BENCH MARK IS ABOUT 300 FT. E OF THE N END OF LAKE, ABOUT 250 FT. W OF
 AH0452'SHORE OF LAGUNA MADRE, 30 FT. E OF AND ABOUT LEVEL WITH CENTER LINE OF
 AH0452'DIRT ROAD, AND 3 FT. N OF A 4X4 INCH WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0581 ***********************************************************************
 AH0581  DESIGNATION -  L 635
 AH0581  PID         -  AH0581
 AH0581  STATE/COUNTY-  TX/KLEBERG
 AH0581  USGS QUAD   -  RIVIERA BEACH (1975)
 AH0581
 AH0581                         *CURRENT SURVEY CONTROL
 AH0581  ___________________________________________________________________
 AH0581* NAD 83(1986)-  27 18 39.     (N)    097 42 36.     (W)     SCALED    
 AH0581* NAVD 88     -         3.337  (meters)      10.95   (feet)  ADJUSTED  
 AH0581  ___________________________________________________________________
 AH0581  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AH0581  DYNAMIC HT  -           3.332 (meters)      10.93  (feet)  COMP
 AH0581  MODELED GRAV-     979,099.7   (mgal)                       NAVD 88
 AH0581
 AH0581  VERT ORDER  -  SECOND    CLASS 0
 AH0581
 AH0581.The horizontal coordinates were scaled from a topographic map and have
 AH0581.an estimated accuracy of +/- 6 seconds.
 AH0581
 AH0581.The orthometric height was determined by differential leveling
 AH0581.and adjusted by the National Geodetic Survey in June 1991..
 AH0581
 AH0581.The geoid height was determined by GEOID03.
 AH0581
 AH0581.The dynamic height is computed by dividing the NAVD 88
 AH0581.geopotential number by the normal gravity value computed on the
 AH0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0581.degrees latitude (g = 980.6199 gals.).
 AH0581
 AH0581.The modeled gravity was interpolated from observed gravity values.
 AH0581
 AH0581;                    North         East    Units  Estimated Accuracy
 AH0581;SPC TX S     - 5,182,410.      378,190.      MT  (+/- 180 meters Scaled)
 AH0581
 AH0581                          SUPERSEDED SURVEY CONTROL
 AH0581
 AH0581  NGVD 29 (??/??/92)    3.448  (m)           11.31   (f) ADJ UNCH    2 0
 AH0581
 AH0581.Superseded values are not recommended for survey control.
 AH0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0581.See file dsdata.txt to determine how the superseded data were derived.
 AH0581
 AH0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR276215(NAD 83)
 AH0581_MARKER: DB = BENCH MARK DISK
 AH0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0581_STAMPING: L 635 1942
 AH0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0581+STABILITY: SURFACE MOTION
 AH0581
 AH0581  HISTORY     - Date     Condition        Report By
 AH0581  HISTORY     - 1942     MONUMENTED       CGS
 AH0581  HISTORY     - 1949     GOOD             NGS
 AH0581  HISTORY     - 1957     MARK NOT FOUND   USGS
 AH0581
 AH0581                          STATION DESCRIPTION
 AH0581
 AH0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0581'7.6 MI NE FROM RIVIERA.
 AH0581'STATION 7.6 MILES NE OF RIVIERA.  TO REACH, GO 6.5 MILES E ALONG FARM
 AH0581'ROAD 771 (RIVIERA BEACH ROAD) FROM JUNCTION WITH U. S. HIGHWAY NO. 77
 AH0581'IN RIVIERA.  THEN N. 1.1 MILES TO ROAD INTERSECTION.  36 FEET E OF N-S
 AH0581'ROAD CENTERLINE, 36 FEET S OF E-W ROAD CENTERLINE, 12 FEET SE OF FENCE
 AH0581'CORNER.  A STANDARD DISK STAMPED L 635 1942 SET IN TOP OF A 6 X 6 INCH
 AH0581'CONCRETE MONUMENT PROJECTING 0.5 FEET ABOVE GROUND.
 AH0581
 AH0581                          STATION RECOVERY (1957)
 AH0581
 AH0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AH0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0895 ***********************************************************************
 AH0895  DESIGNATION -  L 636
 AH0895  PID         -  AH0895
 AH0895  STATE/COUNTY-  TX/KLEBERG
 AH0895  USGS QUAD   -  CONCORDIA (1975)
 AH0895
 AH0895                         *CURRENT SURVEY CONTROL
 AH0895  ___________________________________________________________________
 AH0895* NAD 83(1986)-  27 31 57.     (N)    097 38 56.     (W)     SCALED    
 AH0895* NAVD 88     -        10.996  (meters)      36.08   (feet)  ADJUSTED  
 AH0895  ___________________________________________________________________
 AH0895  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AH0895  DYNAMIC HT  -          10.979 (meters)      36.02  (feet)  COMP
 AH0895  MODELED GRAV-     979,109.4   (mgal)                       NAVD 88
 AH0895
 AH0895  VERT ORDER  -  SECOND    CLASS 0
 AH0895
 AH0895.The horizontal coordinates were scaled from a topographic map and have
 AH0895.an estimated accuracy of +/- 6 seconds.
 AH0895
 AH0895.The orthometric height was determined by differential leveling
 AH0895.and adjusted by the National Geodetic Survey in June 1991..
 AH0895
 AH0895.The geoid height was determined by GEOID03.
 AH0895
 AH0895.The dynamic height is computed by dividing the NAVD 88
 AH0895.geopotential number by the normal gravity value computed on the
 AH0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0895.degrees latitude (g = 980.6199 gals.).
 AH0895
 AH0895.The modeled gravity was interpolated from observed gravity values.
 AH0895
 AH0895;                    North         East    Units  Estimated Accuracy
 AH0895;SPC TX S     - 5,207,010.      384,070.      MT  (+/- 180 meters Scaled)
 AH0895
 AH0895                          SUPERSEDED SURVEY CONTROL
 AH0895
 AH0895  NGVD 29 (??/??/92)   11.122  (m)           36.49   (f) ADJ UNCH    2 0
 AH0895
 AH0895.Superseded values are not recommended for survey control.
 AH0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0895.See file dsdata.txt to determine how the superseded data were derived.
 AH0895
 AH0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR334461(NAD 83)
 AH0895_MARKER: DB = BENCH MARK DISK
 AH0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0895_STAMPING: L 636 1942
 AH0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0895+STABILITY: SURFACE MOTION
 AH0895
 AH0895  HISTORY     - Date     Condition        Report By
 AH0895  HISTORY     - 1942     MONUMENTED       CGS
 AH0895  HISTORY     - 1951     GOOD             NGS
 AH0895
 AH0895                          STATION DESCRIPTION
 AH0895
 AH0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AH0895'13.5 MI E FROM KINGSVILLE.
 AH0895'13.5 MILES EAST ALONG THE LAURELES RANCH ROAD FROM THE HOSPITAL AT
 AH0895'KINGSVILLE, 1.1 MILES EAST OF A GATE ACROSS THE ROAD, 0.3 MILE WEST OF
 AH0895'THE WEST END OF A SLIGHT CURVE IN THE ROAD, 40 FEET SOUTH OF THE
 AH0895'CENTER LINE OF THE ROAD, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP
 AH0895'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH0621 ***********************************************************************
 AH0621  DESIGNATION -  L 637
 AH0621  PID         -  AH0621
 AH0621  STATE/COUNTY-  TX/KENEDY
 AH0621  USGS QUAD   -  LA PARRA RANCH (1975)
 AH0621
 AH0621                         *CURRENT SURVEY CONTROL
 AH0621  ___________________________________________________________________
 AH0621* NAD 83(1986)-  27 14 30.     (N)    097 37 43.     (W)     SCALED    
 AH0621* NAVD 88     -         1.180  (meters)       3.87   (feet)  ADJUSTED  
 AH0621  ___________________________________________________________________
 AH0621  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AH0621  DYNAMIC HT  -           1.178 (meters)       3.86  (feet)  COMP
 AH0621  MODELED GRAV-     979,102.6   (mgal)                       NAVD 88
 AH0621
 AH0621  VERT ORDER  -  SECOND    CLASS 0
 AH0621
 AH0621.The horizontal coordinates were scaled from a topographic map and have
 AH0621.an estimated accuracy of +/- 6 seconds.
 AH0621
 AH0621.The orthometric height was determined by differential leveling
 AH0621.and adjusted by the National Geodetic Survey in June 1991..
 AH0621
 AH0621.The geoid height was determined by GEOID03.
 AH0621
 AH0621.The dynamic height is computed by dividing the NAVD 88
 AH0621.geopotential number by the normal gravity value computed on the
 AH0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH0621.degrees latitude (g = 980.6199 gals.).
 AH0621
 AH0621.The modeled gravity was interpolated from observed gravity values.
 AH0621
 AH0621;                    North         East    Units  Estimated Accuracy
 AH0621;SPC TX S     - 5,174,800.      386,300.      MT  (+/- 180 meters Scaled)
 AH0621
 AH0621                          SUPERSEDED SURVEY CONTROL
 AH0621
 AH0621  NGVD 29 (??/??/92)    1.268  (m)            4.16   (f) ADJ UNCH    2 0
 AH0621
 AH0621.Superseded values are not recommended for survey control.
 AH0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH0621.See file dsdata.txt to determine how the superseded data were derived.
 AH0621
 AH0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPR357139(NAD 83)
 AH0621_MARKER: DB = BENCH MARK DISK
 AH0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH0621_STAMPING: L 637 1942
 AH0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH0621+STABILITY: SURFACE MOTION
 AH0621
 AH0621  HISTORY     - Date     Condition        Report By
 AH0621  HISTORY     - 1942     MONUMENTED       CGS
 AH0621  HISTORY     - 1949     GOOD             NGS
 AH0621
 AH0621                          STATION DESCRIPTION
 AH0621
 AH0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AH0621'10 MI NE FROM SARITA.
 AH0621'LOCATED ON KENEDY RANCH, 10 MILES E OF SARITA.  TO REACH FROM POST
 AH0621'OFFICE IN SARITA, GO E ALONG DIRT ROAD 5.8 MILES TO Y JUST W OF RANCH
 AH0621'HOUSE, THEN 0.8 MILE ALONG LEFT FORK TO Y, TAKE RIGHT FORK AND FOLLOW
 AH0621'GRADED ROAD NE FOR 4.1 MILES TO BAFFIN BAY, THEN SE ALONG BAY SHORE
 AH0621'TRAIL 1.4 MILES TO FENCE LINE AND BENCH MARK.  BENCH MARK IS 165 FT. S
 AH0621'OF BAY SHORE, 42 FT. S OF GATE IN N-S FENCE, 20 FT. E OF ROAD, 3 FT. N
 AH0621'OF WITNESS POST AND 1 FT. W OF FENCE.  A STANDARD DISK STAMPED L 637
 AH0621'1942 IN TOP OF A 6 INCH SQUARE CONCRETE MONUMENT PROJECTING 0.4 FT.
 AH0621'NOTE-- KEYS FOR LOCKED GATE CAN BE OBTAINED IN SARITA).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1016 ***********************************************************************
 AB1016  DESIGNATION -  L 638
 AB1016  PID         -  AB1016
 AB1016  STATE/COUNTY-  TX/KENEDY
 AB1016  USGS QUAD   -  SAN PEDRO RANCH (1975)
 AB1016
 AB1016                         *CURRENT SURVEY CONTROL
 AB1016  ___________________________________________________________________
 AB1016* NAD 83(1986)-  26 59 15.     (N)    097 40 01.     (W)     SCALED    
 AB1016* NAVD 88     -         6.136  (meters)      20.13   (feet)  ADJUSTED  
 AB1016  ___________________________________________________________________
 AB1016  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AB1016  DYNAMIC HT  -           6.127 (meters)      20.10  (feet)  COMP
 AB1016  MODELED GRAV-     979,087.8   (mgal)                       NAVD 88
 AB1016
 AB1016  VERT ORDER  -  SECOND    CLASS 0
 AB1016
 AB1016.The horizontal coordinates were scaled from a topographic map and have
 AB1016.an estimated accuracy of +/- 6 seconds.
 AB1016
 AB1016.The orthometric height was determined by differential leveling
 AB1016.and adjusted by the National Geodetic Survey in June 1991..
 AB1016
 AB1016.The geoid height was determined by GEOID03.
 AB1016
 AB1016.The dynamic height is computed by dividing the NAVD 88
 AB1016.geopotential number by the normal gravity value computed on the
 AB1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1016.degrees latitude (g = 980.6199 gals.).
 AB1016
 AB1016.The modeled gravity was interpolated from observed gravity values.
 AB1016
 AB1016;                    North         East    Units  Estimated Accuracy
 AB1016;SPC TX S     - 5,146,610.      382,690.      MT  (+/- 180 meters Scaled)
 AB1016
 AB1016                          SUPERSEDED SURVEY CONTROL
 AB1016
 AB1016  NGVD 29 (??/??/92)    6.21   (m)           20.4    (f) COMPUTED    2 0
 AB1016
 AB1016.Superseded values are not recommended for survey control.
 AB1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1016.See file dsdata.txt to determine how the superseded data were derived.
 AB1016
 AB1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ322857(NAD 83)
 AB1016_MARKER: DB = BENCH MARK DISK
 AB1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1016_STAMPING: L-638 1942
 AB1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1016+STABILITY: SURFACE MOTION
 AB1016
 AB1016  HISTORY     - Date     Condition        Report By
 AB1016  HISTORY     - 1942     MONUMENTED       CGS
 AB1016
 AB1016                          STATION DESCRIPTION
 AB1016
 AB1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1016'13.6 MI SE FROM TURCOTTE.
 AB1016'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT TURCOTTE--
 AB1016'PROCEED 0.2 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 96 TO GRADED
 AB1016'CROSSROAD.  TURN EAST INTO GRADED ROAD AND GO 10.5 MILES TO THE SAN
 AB1016'PEDRO RANCH, PASS RANCH BUILDINGS AND CONTINUE NORTH ON GRADED ROAD
 AB1016'2.9 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILES
 AB1016'SOUTHEAST OF A LIVE OAK THICKET, 15.0 FEET SOUTHWEST OF AND ABOUT THE
 AB1016'SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  4.0 FEET NORTHWEST OF A
 AB1016'LARGE FENCE POST WITH GUY WIRE.  3.0 FEET SOUTHEAST OF A 4X4 INCH
 AB1016'WOODEN MARKER POST.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1074 ***********************************************************************
 AW1074  DESIGNATION -  L 639
 AW1074  PID         -  AW1074
 AW1074  STATE/COUNTY-  TX/GALVESTON
 AW1074  USGS QUAD   -  DICKINSON (1997)
 AW1074
 AW1074                         *CURRENT SURVEY CONTROL
 AW1074  ___________________________________________________________________
 AW1074* NAD 83(1986)-  29 28 44.     (N)    095 03 46.     (W)     SCALED    
 AW1074* NAVD 88     -         5.524  (meters)      18.12   (feet)  ADJUSTED  
 AW1074  ___________________________________________________________________
 AW1074  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AW1074  DYNAMIC HT  -           5.516 (meters)      18.10  (feet)  COMP
 AW1074  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 AW1074  OBS GRAVITY -     979,271.8   (mgal)                       GRAV_OBS
 AW1074
 AW1074  VERT ORDER  -  FIRST     CLASS II
 AW1074
 AW1074.The horizontal coordinates were scaled from a topographic map and have
 AW1074.an estimated accuracy of +/- 6 seconds.
 AW1074
 AW1074.The orthometric height was determined by differential leveling
 AW1074.and adjusted by the National Geodetic Survey in March 1997..
 AW1074
 AW1074.The geoid height was determined by GEOID03.
 AW1074
 AW1074.The dynamic height is computed by dividing the NAVD 88
 AW1074.geopotential number by the normal gravity value computed on the
 AW1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1074.degrees latitude (g = 980.6199 gals.).
 AW1074
 AW1074.The modeled gravity was interpolated from observed gravity values.
 AW1074.The observed gravity was obtained from relative gravimeter ties
 AW1074.to the IGSN71 gravity network.
 AW1074
 AW1074;                    North         East    Units  Estimated Accuracy
 AW1074;SPC TXSC     - 4,188,800.      981,730.      MT  (+/- 180 meters Scaled)
 AW1074
 AW1074                          SUPERSEDED SURVEY CONTROL
 AW1074
 AW1074  NAVD 88 (06/15/91)    5.548  (m)           18.20   (f) UNKNOWN     1 1
 AW1074  NGVD 29 (12/23/87)    5.545  (m)           18.19   (f) ADJUSTED    1 1
 AW1074
 AW1074.Superseded values are not recommended for survey control.
 AW1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1074.See file dsdata.txt to determine how the superseded data were derived.
 AW1074
 AW1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN999628(NAD 83)
 AW1074_MARKER: DB = BENCH MARK DISK
 AW1074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW1074_SP_SET: CULVERT HEADWALL
 AW1074_STAMPING: L 639 1942
 AW1074_MARK LOGO: CGS   
 AW1074_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1074+STABILITY: SURFACE MOTION
 AW1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW1074+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AW1074
 AW1074  HISTORY     - Date     Condition        Report By
 AW1074  HISTORY     - 1942     MONUMENTED       CGS
 AW1074  HISTORY     - 1973     GOOD             NGS
 AW1074  HISTORY     - 1976     GOOD             NGS
 AW1074  HISTORY     - 1976     GOOD             NGS
 AW1074  HISTORY     - 1978     GOOD             NGS
 AW1074  HISTORY     - 1983     GOOD             NGS
 AW1074  HISTORY     - 1987     GOOD             USPSQD
 AW1074  HISTORY     - 1987     GOOD             NGS
 AW1074  HISTORY     - 1989     GOOD             USPSQD
 AW1074  HISTORY     - 1989     POOR             USPSQD
 AW1074  HISTORY     - 1989     POOR             USPSQD
 AW1074  HISTORY     - 1989     POOR             USPSQD
 AW1074  HISTORY     - 1989     GOOD             USPSQD
 AW1074  HISTORY     - 1989     GOOD             USPSQD
 AW1074  HISTORY     - 1989     GOOD             USPSQD
 AW1074  HISTORY     - 1989     GOOD             USPSQD
 AW1074  HISTORY     - 1989     GOOD             USPSQD
 AW1074  HISTORY     - 1990     POOR             USPSQD
 AW1074  HISTORY     - 19950527 GOOD             USPSQD
 AW1074  HISTORY     - 19961203 GOOD             NGS
 AW1074  HISTORY     - 20030531 GOOD             USPSQD
 AW1074  HISTORY     - 20050629 GOOD             USPSQD
 AW1074
 AW1074                          STATION DESCRIPTION
 AW1074
 AW1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1074'1.5 MI NW FROM DICKINSON.
 AW1074'1.5 MILES NORTHWEST ALONG THE GALVESTON, HOUSTON AND HENDERSON
 AW1074'RAILROAD FROM THE CROSSING OF FARM ROAD 517 AT DICKINSON, ABOUT 1 1/2
 AW1074'POLES SOUTHEAST OF MILEPOLE 27, IN THE TOP OF THE CENTER OF THE
 AW1074'SOUTHWEST CONCRETE HEADWALL OF DOUBLE CONCRETE BOX CULVERTS, 6.5 FEET
 AW1074'SOUTHWEST OF THE SOUTHWEST RAIL, 65 1/2 FEET NORTHEAST OF THE CENTER
 AW1074'LINE OF HILL AVENUE, 4 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF
 AW1074'AN ASPHALT STREET SOUTHWEST, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 AW1074
 AW1074                          STATION RECOVERY (1976)
 AW1074
 AW1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1074'BM IS BADLY SCARRED.
 AW1074
 AW1074                          STATION RECOVERY (1976)
 AW1074
 AW1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1074'RECOVERED IN GOOD CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1978)
 AW1074
 AW1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1074'RECOVERED IN GOOD CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1983)
 AW1074
 AW1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1074'RECOVERED IN GOOD CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1987)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW1074'RECOVERED IN GOOD CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1987)
 AW1074
 AW1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1074'RECOVERED IN GOOD CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1989)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1074'RECOVERED IN GOOD CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1989)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 1989 (CJA)
 AW1074'MARK RECOVERED IN POOR CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1989)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 1989 (SRZ)
 AW1074'MARK RECOVERED IN POOR CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1989)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHA)
 AW1074'MARK RECOVERED IN POOR CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1989)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1074'RECOVERED IN GOOD CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1989)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 1989 (BB)
 AW1074'RECOVERED IN GOOD CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1989)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1074'RECOVERED IN GOOD CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1989)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLA)
 AW1074'RECOVERED IN GOOD CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1989)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1074'RECOVERED IN GOOD CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1990)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1074'MARK RECOVERED IN POOR CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1995)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1074'RECOVERED IN GOOD CONDITION.
 AW1074
 AW1074                          STATION RECOVERY (1996)
 AW1074
 AW1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW1074'IN DICKINSON, AT THE INTERSECTION OF HILL AVENUE AND 21ST STREET, IN
 AW1074'TOP OF AND 2.6 M (8.5 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 AW1074'SOUTHWEST CONCRETE HEADWALL OF A CULVERT UNDER THE BURLINGTON NORTHERN
 AW1074'RAILROAD, 19.6 M (64.3 FT) NORTHEAST OF THE AVENUE CENTER, 2.0 M (6.6
 AW1074'FT) SOUTHWEST OF THE NEAR RAIL, 0.6 M (2.0 FT) SOUTHEAST OF THE
 AW1074'EXTENDED STREET CENTER, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AW1074'AVENUE.  NOTE--THE DISK HAS BEEN MARRED AND THE STAMPING IS BARELY
 AW1074'LEGIBLE.
 AW1074
 AW1074                          STATION RECOVERY (2003)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 2003 (KA)
 AW1074'FOUND BUT IN CORRODED CONDITION
 AW1074
 AW1074                          STATION RECOVERY (2005)
 AW1074
 AW1074'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW1074'GP IS GOOD FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0170 ***********************************************************************
 AE0170  DESIGNATION -  L 641
 AE0170  PID         -  AE0170
 AE0170  STATE/COUNTY-  TX/HIDALGO
 AE0170  USGS QUAD   -  MONTE CHRISTO (1980)
 AE0170
 AE0170                         *CURRENT SURVEY CONTROL
 AE0170  ___________________________________________________________________
 AE0170* NAD 83(1986)-  26 28 47.     (N)    098 19 40.     (W)     SCALED    
 AE0170* NAVD 88     -        74.477  (meters)     244.35   (feet)  ADJUSTED  
 AE0170  ___________________________________________________________________
 AE0170  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AE0170  DYNAMIC HT  -          74.355 (meters)     243.95  (feet)  COMP
 AE0170  MODELED GRAV-     979,013.7   (mgal)                       NAVD 88
 AE0170
 AE0170  VERT ORDER  -  SECOND    CLASS 0
 AE0170
 AE0170.The horizontal coordinates were scaled from a topographic map and have
 AE0170.an estimated accuracy of +/- 6 seconds.
 AE0170
 AE0170.The orthometric height was determined by differential leveling
 AE0170.and adjusted by the National Geodetic Survey in June 1991..
 AE0170
 AE0170.The geoid height was determined by GEOID03.
 AE0170
 AE0170.The dynamic height is computed by dividing the NAVD 88
 AE0170.geopotential number by the normal gravity value computed on the
 AE0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0170.degrees latitude (g = 980.6199 gals.).
 AE0170
 AE0170.The modeled gravity was interpolated from observed gravity values.
 AE0170
 AE0170;                    North         East    Units  Estimated Accuracy
 AE0170;SPC TX S     - 5,090,090.      317,170.      MT  (+/- 180 meters Scaled)
 AE0170
 AE0170                          SUPERSEDED SURVEY CONTROL
 AE0170
 AE0170  NGVD 29 (??/??/92)   74.568  (m)          244.65   (f) ADJ UNCH    2 0
 AE0170
 AE0170.Superseded values are not recommended for survey control.
 AE0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0170.See file dsdata.txt to determine how the superseded data were derived.
 AE0170
 AE0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ670289(NAD 83)
 AE0170_MARKER: DB = BENCH MARK DISK
 AE0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0170_STAMPING: L 641 1942
 AE0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0170+STABILITY: SURFACE MOTION
 AE0170
 AE0170  HISTORY     - Date     Condition        Report By
 AE0170  HISTORY     - 1942     MONUMENTED       CGS
 AE0170  HISTORY     - 1962     GOOD             USGS
 AE0170
 AE0170                          STATION DESCRIPTION
 AE0170
 AE0170'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0170'4.1 MI E FROM MCCOOK.
 AE0170'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 4.1 MILES EASTERLY
 AE0170'ALONG DIRT ROAD TO THE SITE OF THE BENCH MARK.  BENCH MARK IS ABOUT
 AE0170'0.2 MILE EAST OF INTERSECTION OF ROAD LEADING NORTH, 27.0 FEET NORTH
 AE0170'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS
 AE0170'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF
 AE0170'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0140 ***********************************************************************
 AE0140  DESIGNATION -  L 642
 AE0140  PID         -  AE0140
 AE0140  STATE/COUNTY-  TX/HIDALGO
 AE0140  USGS QUAD   -  LINN NE (1982)
 AE0140
 AE0140                         *CURRENT SURVEY CONTROL
 AE0140  ___________________________________________________________________
 AE0140* NAD 83(1986)-  26 41 49.     (N)    098 06 41.     (W)     SCALED    
 AE0140* NAVD 88     -        24.634  (meters)      80.82   (feet)  ADJUSTED  
 AE0140  ___________________________________________________________________
 AE0140  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AE0140  DYNAMIC HT  -          24.594 (meters)      80.69  (feet)  COMP
 AE0140  MODELED GRAV-     979,043.7   (mgal)                       NAVD 88
 AE0140
 AE0140  VERT ORDER  -  SECOND    CLASS 0
 AE0140
 AE0140.The horizontal coordinates were scaled from a topographic map and have
 AE0140.an estimated accuracy of +/- 6 seconds.
 AE0140
 AE0140.The orthometric height was determined by differential leveling
 AE0140.and adjusted by the National Geodetic Survey in June 1991..
 AE0140
 AE0140.The geoid height was determined by GEOID03.
 AE0140
 AE0140.The dynamic height is computed by dividing the NAVD 88
 AE0140.geopotential number by the normal gravity value computed on the
 AE0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0140.degrees latitude (g = 980.6199 gals.).
 AE0140
 AE0140.The modeled gravity was interpolated from observed gravity values.
 AE0140
 AE0140;                    North         East    Units  Estimated Accuracy
 AE0140;SPC TX S     - 5,114,210.      338,670.      MT  (+/- 180 meters Scaled)
 AE0140
 AE0140                          SUPERSEDED SURVEY CONTROL
 AE0140
 AE0140  NGVD 29 (??/??/92)   24.745  (m)           81.18   (f) ADJ UNCH    2 0
 AE0140
 AE0140.Superseded values are not recommended for survey control.
 AE0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0140.See file dsdata.txt to determine how the superseded data were derived.
 AE0140
 AE0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ884531(NAD 83)
 AE0140_MARKER: DB = BENCH MARK DISK
 AE0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0140_STAMPING: L 642 1942
 AE0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0140+STABILITY: SURFACE MOTION
 AE0140
 AE0140  HISTORY     - Date     Condition        Report By
 AE0140  HISTORY     - 1942     MONUMENTED       CGS
 AE0140  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0140
 AE0140                          STATION DESCRIPTION
 AE0140
 AE0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0140'2.7 MI E FROM DIX.
 AE0140'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT DIX-- PROCEED
 AE0140'2.7 MILES EASTERLY ALONG TRACK ROAD TO THE SITE OF THE BENCH MARK, AT
 AE0140'INTERSECTION OF U.S. HIWAY NO. 281.  BENCH MARK IS 49.0 FEET EAST OF
 AE0140'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF INTERSECTION OF TRACK ROAD
 AE0140'LEADING WEST WITH U. S. HIGHWAY NO. 281, 3.0 FEET SOUTH OF A 4X4-INCH
 AE0140'WOODEN MARKER POST AND 1.0 FOOT WEST OF FENCE.  THE MONUMENT PROJECTS
 AE0140'0.4 FOOT.
 AE0140
 AE0140                          STATION RECOVERY (1962)
 AE0140
 AE0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 AE0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0997 ***********************************************************************
 AE0997  DESIGNATION -  L 643
 AE0997  PID         -  AE0997
 AE0997  STATE/COUNTY-  TX/STARR
 AE0997  USGS QUAD   -  RINCON (1993)
 AE0997
 AE0997                         *CURRENT SURVEY CONTROL
 AE0997  ___________________________________________________________________
 AE0997* NAD 83(1986)-  26 33 24.     (N)    098 34 06.     (W)     SCALED    
 AE0997* NAVD 88     -       131.172  (meters)     430.35   (feet)  ADJUSTED  
 AE0997  ___________________________________________________________________
 AE0997  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 AE0997  DYNAMIC HT  -         130.955 (meters)     429.64  (feet)  COMP
 AE0997  MODELED GRAV-     978,998.0   (mgal)                       NAVD 88
 AE0997
 AE0997  VERT ORDER  -  SECOND    CLASS 0
 AE0997
 AE0997.The horizontal coordinates were scaled from a topographic map and have
 AE0997.an estimated accuracy of +/- 6 seconds.
 AE0997
 AE0997.The orthometric height was determined by differential leveling
 AE0997.and adjusted by the National Geodetic Survey in June 1991..
 AE0997
 AE0997.The geoid height was determined by GEOID03.
 AE0997
 AE0997.The dynamic height is computed by dividing the NAVD 88
 AE0997.geopotential number by the normal gravity value computed on the
 AE0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0997.degrees latitude (g = 980.6199 gals.).
 AE0997
 AE0997.The modeled gravity was interpolated from observed gravity values.
 AE0997
 AE0997;                    North         East    Units  Estimated Accuracy
 AE0997;SPC TX S     - 5,098,610.      293,190.      MT  (+/- 180 meters Scaled)
 AE0997
 AE0997                          SUPERSEDED SURVEY CONTROL
 AE0997
 AE0997  NGVD 29 (??/??/92)  131.233  (m)          430.55   (f) ADJ UNCH    2 0
 AE0997
 AE0997.Superseded values are not recommended for survey control.
 AE0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0997.See file dsdata.txt to determine how the superseded data were derived.
 AE0997
 AE0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ429374(NAD 83)
 AE0997_MARKER: DB = BENCH MARK DISK
 AE0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0997_STAMPING: L 643 1942
 AE0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0997+STABILITY: SURFACE MOTION
 AE0997
 AE0997  HISTORY     - Date     Condition        Report By
 AE0997  HISTORY     - 1942     MONUMENTED       CGS
 AE0997  HISTORY     - 1942     GOOD             NGS
 AE0997
 AE0997                          STATION DESCRIPTION
 AE0997
 AE0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0997'22.1 MI NE FROM RIO GRANDE CITY.
 AE0997'TO REACH FROM THE POST OFFICE AT RIO GRANDE CITY, PROCEED 16.4 MILES
 AE0997'NORTH ALONG THE HEBBRONVILLE ROAD TO THE INTERSECTION OF A DIRT ROAD
 AE0997'LEADING EAST, THENCE 5.7 MILES EAST ALONG DIRT ROAD TO SITE OF BENCH
 AE0997'MARK.  BENCH MARK IS 1.7 MILE WEST OF A ROAD INTERSECTION.  IT IS 20.0
 AE0997'FEET SOUTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF ROAD, 1.5
 AE0997'FOOT SOUTH OF A FENCE.  MONUMENT IS 3.0 FEET EAST OF A 4X4 INCH WHITE
 AE0997'WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0699 ***********************************************************************
 AE0699  DESIGNATION -  L 644
 AE0699  PID         -  AE0699
 AE0699  STATE/COUNTY-  TX/STARR
 AE0699  USGS QUAD   -  SULLIVAN CITY (1965)
 AE0699
 AE0699                         *CURRENT SURVEY CONTROL
 AE0699  ___________________________________________________________________
 AE0699* NAD 83(1986)-  26 20 20.     (N)    098 34 16.     (W)     SCALED    
 AE0699* NAVD 88     -        86.662  (meters)     284.32   (feet)  ADJUSTED  
 AE0699  ___________________________________________________________________
 AE0699  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AE0699  DYNAMIC HT  -          86.519 (meters)     283.85  (feet)  COMP
 AE0699  MODELED GRAV-     978,991.0   (mgal)                       NAVD 88
 AE0699
 AE0699  VERT ORDER  -  SECOND    CLASS 0
 AE0699
 AE0699.The horizontal coordinates were scaled from a topographic map and have
 AE0699.an estimated accuracy of +/- 6 seconds.
 AE0699
 AE0699.The orthometric height was determined by differential leveling
 AE0699.and adjusted by the National Geodetic Survey in June 1991..
 AE0699
 AE0699.The geoid height was determined by GEOID03.
 AE0699
 AE0699.The dynamic height is computed by dividing the NAVD 88
 AE0699.geopotential number by the normal gravity value computed on the
 AE0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0699.degrees latitude (g = 980.6199 gals.).
 AE0699
 AE0699.The modeled gravity was interpolated from observed gravity values.
 AE0699
 AE0699;                    North         East    Units  Estimated Accuracy
 AE0699;SPC TX S     - 5,074,480.      292,900.      MT  (+/- 180 meters Scaled)
 AE0699
 AE0699                          SUPERSEDED SURVEY CONTROL
 AE0699
 AE0699  NGVD 29 (??/??/92)   86.743  (m)          284.59   (f) ADJ UNCH    2 0
 AE0699
 AE0699.Superseded values are not recommended for survey control.
 AE0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0699.See file dsdata.txt to determine how the superseded data were derived.
 AE0699
 AE0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ427132(NAD 83)
 AE0699_MARKER: DB = BENCH MARK DISK
 AE0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0699_STAMPING: L 644 1942
 AE0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0699+STABILITY: SURFACE MOTION
 AE0699
 AE0699  HISTORY     - Date     Condition        Report By
 AE0699  HISTORY     - 1942     MONUMENTED       CGS
 AE0699
 AE0699                          STATION DESCRIPTION
 AE0699
 AE0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0699'5.2 MI N FROM SULLIVAN CITY.
 AE0699'TO REACH FROM THE POST OFFICE AT SULLIVAN CITY-- PROCEED 1.3 MILES
 AE0699'WESTERLY ALONG U.S. HIGHWAY NO. 83 TO INTERSECTION OF ROAD LEADING
 AE0699'NORTH.  THENCE, GO 3.9 MILES NORTHERLY ALONG DIRT ROAD TO THE SITE OF
 AE0699'THE BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILES SOUTH OF A FARM HOUSE,
 AE0699'19.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0699'THE ROAD.  IT IS 6.0 FEET SOUTH OF A FENCE CORNER AT WOODEN GATE, 3.0
 AE0699'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT WEST OF
 AE0699'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0560 ***********************************************************************
 AE0560  DESIGNATION -  L 645
 AE0560  PID         -  AE0560
 AE0560  STATE/COUNTY-  TX/HIDALGO
 AE0560  USGS QUAD   -  MC COOK (1963)
 AE0560
 AE0560                         *CURRENT SURVEY CONTROL
 AE0560  ___________________________________________________________________
 AE0560* NAD 83(1986)-  26 25 57.     (N)    098 23 58.     (W)     SCALED    
 AE0560* NAVD 88     -        88.914  (meters)     291.71   (feet)  ADJUSTED  
 AE0560  ___________________________________________________________________
 AE0560  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AE0560  DYNAMIC HT  -          88.768 (meters)     291.23  (feet)  COMP
 AE0560  MODELED GRAV-     979,004.1   (mgal)                       NAVD 88
 AE0560
 AE0560  VERT ORDER  -  SECOND    CLASS 0
 AE0560
 AE0560.The horizontal coordinates were scaled from a topographic map and have
 AE0560.an estimated accuracy of +/- 6 seconds.
 AE0560
 AE0560.The orthometric height was determined by differential leveling
 AE0560.and adjusted by the National Geodetic Survey in June 1991..
 AE0560
 AE0560.The geoid height was determined by GEOID03.
 AE0560
 AE0560.The dynamic height is computed by dividing the NAVD 88
 AE0560.geopotential number by the normal gravity value computed on the
 AE0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0560.degrees latitude (g = 980.6199 gals.).
 AE0560
 AE0560.The modeled gravity was interpolated from observed gravity values.
 AE0560
 AE0560;                    North         East    Units  Estimated Accuracy
 AE0560;SPC TX S     - 5,084,850.      310,030.      MT  (+/- 180 meters Scaled)
 AE0560
 AE0560                          SUPERSEDED SURVEY CONTROL
 AE0560
 AE0560  NGVD 29 (??/??/92)   89.002  (m)          292.00   (f) ADJ UNCH    2 0
 AE0560
 AE0560.Superseded values are not recommended for survey control.
 AE0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0560.See file dsdata.txt to determine how the superseded data were derived.
 AE0560
 AE0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ598237(NAD 83)
 AE0560_MARKER: DB = BENCH MARK DISK
 AE0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0560_STAMPING: L 645 1942
 AE0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0560+STABILITY: SURFACE MOTION
 AE0560
 AE0560  HISTORY     - Date     Condition        Report By
 AE0560  HISTORY     - 1942     MONUMENTED       CGS
 AE0560
 AE0560                          STATION DESCRIPTION
 AE0560
 AE0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0560'3.6 MI S FROM MCCOOK.
 AE0560'TO REACH FROM THE SCHOOL HOUSE AT MCCOOK-- PROCEED 3.6 MILES SOUTHERLY
 AE0560'ALONG DIRT ROAD TO THE INTERSECTION OF CROSSROAD AND SITE OF THE BENCH
 AE0560'MARK.  BENCH MARK IS 18.0 FEET SOUTH OF THE CENTER OF INTERSECTION,
 AE0560'2.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF
 AE0560'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2510 ***********************************************************************
 AW2510  DESIGNATION -  L 648
 AW2510  PID         -  AW2510
 AW2510  STATE/COUNTY-  TX/CHAMBERS
 AW2510  USGS QUAD   -  WHITES RANCH (1993)
 AW2510
 AW2510                         *CURRENT SURVEY CONTROL
 AW2510  ___________________________________________________________________
 AW2510* NAD 83(1986)-  29 42 42.     (N)    094 22 28.     (W)     SCALED    
 AW2510* NAVD 88     -         4.00   (+/-2cm)      13.1    (feet)  VERTCON   
 AW2510  ___________________________________________________________________
 AW2510  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AW2510
 AW2510  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2510
 AW2510.The horizontal coordinates were scaled from a topographic map and have
 AW2510.an estimated accuracy of +/- 6 seconds.
 AW2510
 AW2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2510.The vertical order pertains to the NGVD 29 superseded value.
 AW2510
 AW2510.The geoid height was determined by GEOID03.
 AW2510
 AW2510;                    North         East    Units  Estimated Accuracy
 AW2510;SPC TXSC     - 4,217,020.    1,047,420.      MT  (+/- 180 meters Scaled)
 AW2510
 AW2510                          SUPERSEDED SURVEY CONTROL
 AW2510
 AW2510  NGVD 29 (??/??/92)    3.994  (m)           13.10   (f) ADJ UNCH    1 2
 AW2510
 AW2510.Superseded values are not recommended for survey control.
 AW2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2510.See file dsdata.txt to determine how the superseded data were derived.
 AW2510
 AW2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN670876(NAD 83)
 AW2510_MARKER: DB = BENCH MARK DISK
 AW2510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW2510_SP_SET: CULVERT
 AW2510_STAMPING: L 648 1942
 AW2510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW2510
 AW2510  HISTORY     - Date     Condition        Report By
 AW2510  HISTORY     - 1942     MONUMENTED       CGS
 AW2510  HISTORY     - 1958     GOOD             NGS
 AW2510  HISTORY     - 1971     GOOD             NGS
 AW2510  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2510  HISTORY     - 19950810 MARK NOT FOUND   USPSQD
 AW2510  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 AW2510  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AW2510  HISTORY     - 20031022 MARK NOT FOUND   USPSQD
 AW2510  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AW2510
 AW2510                          STATION DESCRIPTION
 AW2510
 AW2510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 AW2510'5.65 MI S FROM STOWELL.
 AW2510'ABOUT 5.65 MILES SOUTH ALONG STATE HIGHWAY 124 FROM THE POST OFFICE AT
 AW2510'STOWELL, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 AW2510'THE NORTH END OF THE EAST HEAD WALL OF A CONCRETE CULVERT, ABOUT 0.5
 AW2510'MILE SOUTH OF THE FONTENOTS RICE DRYER, ABOUT 0.5 MILE SOUTH OF SEA
 AW2510'BREEZE SIDING SIGN, 8 1/2 POLES NORTH OF THE GULF, COLORADO AND SANTA
 AW2510'FE RAILROAD MILEPOST 44, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 AW2510'HIGHWAY.
 AW2510
 AW2510                          STATION RECOVERY (1971)
 AW2510
 AW2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AW2510'RECOVERED IN GOOD CONDITION.
 AW2510
 AW2510                          STATION RECOVERY (1987)
 AW2510
 AW2510'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAC)
 AW2510'MARK NOT FOUND.
 AW2510
 AW2510                          STATION RECOVERY (1995)
 AW2510
 AW2510'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW2510'MARK NOT FOUND.
 AW2510
 AW2510                          STATION RECOVERY (1996)
 AW2510
 AW2510'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2510'MARK NOT FOUND.
 AW2510
 AW2510                          STATION RECOVERY (2001)
 AW2510
 AW2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AW2510'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AW2510
 AW2510                          STATION RECOVERY (2003)
 AW2510
 AW2510'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 AW2510'MARK NOT FOUND.
 AW2510
 AW2510                          STATION RECOVERY (2005)
 AW2510
 AW2510'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0580 ***********************************************************************
 BZ0580  DESIGNATION -  L 65 RESET 1966
 BZ0580  PID         -  BZ0580
 BZ0580  STATE/COUNTY-  TX/HILL
 BZ0580  USGS QUAD   -  HUBBARD (1978)
 BZ0580
 BZ0580                         *CURRENT SURVEY CONTROL
 BZ0580  ___________________________________________________________________
 BZ0580* NAD 83(1986)-  31 50 45.     (N)    096 47 40.     (W)     SCALED    
 BZ0580* NAVD 88     -       191.579  (meters)     628.54   (feet)  ADJUSTED  
 BZ0580  ___________________________________________________________________
 BZ0580  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 BZ0580  DYNAMIC HT  -         191.350 (meters)     627.79  (feet)  COMP
 BZ0580  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 BZ0580
 BZ0580  VERT ORDER  -  FIRST     CLASS II
 BZ0580
 BZ0580.The horizontal coordinates were scaled from a topographic map and have
 BZ0580.an estimated accuracy of +/- 6 seconds.
 BZ0580
 BZ0580.The orthometric height was determined by differential leveling
 BZ0580.and adjusted by the National Geodetic Survey in June 1991..
 BZ0580
 BZ0580.The geoid height was determined by GEOID03.
 BZ0580
 BZ0580.The dynamic height is computed by dividing the NAVD 88
 BZ0580.geopotential number by the normal gravity value computed on the
 BZ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0580.degrees latitude (g = 980.6199 gals.).
 BZ0580
 BZ0580.The modeled gravity was interpolated from observed gravity values.
 BZ0580
 BZ0580;                    North         East    Units  Estimated Accuracy
 BZ0580;SPC TXNC     - 2,021,180.      761,440.      MT  (+/- 180 meters Scaled)
 BZ0580
 BZ0580                          SUPERSEDED SURVEY CONTROL
 BZ0580
 BZ0580  NGVD 29 (??/??/??)  191.56   (m)          628.5    (f) RESET       3  
 BZ0580
 BZ0580.Superseded values are not recommended for survey control.
 BZ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0580.See file dsdata.txt to determine how the superseded data were derived.
 BZ0580
 BZ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQA086254(NAD 83)
 BZ0580_MARKER: DB = BENCH MARK DISK
 BZ0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0580_SP_SET: BASE
 BZ0580_STAMPING: L 65 RESET 1966
 BZ0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0580
 BZ0580  HISTORY     - Date     Condition        Report By
 BZ0580  HISTORY     - 1966     MONUMENTED       CGS
 BZ0580  HISTORY     - 1980     GOOD             NGS
 BZ0580  HISTORY     - 19950715 GOOD             USPSQD
 BZ0580  HISTORY     - 20020824 GOOD             USPSQD
 BZ0580  HISTORY     - 20031014 GOOD             USPSQD
 BZ0580
 BZ0580                          STATION DESCRIPTION
 BZ0580
 BZ0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BZ0580'IN HUBBARD.
 BZ0580'AT HUBBARD, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF MAGNOLIA
 BZ0580'STREET AND WEST FIRST STREET.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 BZ0580'A 14 IN. X 14 IN. CONCRETE BASE FOR A STREET LAMP.  THE CONCRETE BASE
 BZ0580'PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE OF STREET.
 BZ0580
 BZ0580                          STATION RECOVERY (1980)
 BZ0580
 BZ0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0580'RECOVERED IN GOOD CONDITION.
 BZ0580
 BZ0580                          STATION RECOVERY (1995)
 BZ0580
 BZ0580'RECOVERY NOTE BY US POWER SQUADRON 1995
 BZ0580'RECOVERED IN GOOD CONDITION.
 BZ0580
 BZ0580                          STATION RECOVERY (2002)
 BZ0580
 BZ0580'RECOVERY NOTE BY US POWER SQUADRON 2002 (RTK)
 BZ0580'RECOVERED IN GOOD CONDITION.
 BZ0580
 BZ0580                          STATION RECOVERY (2003)
 BZ0580
 BZ0580'RECOVERY NOTE BY US POWER SQUADRON 2003 (KC)
 BZ0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY1460 ***********************************************************************
 AY1460  DESIGNATION -  L 651
 AY1460  PID         -  AY1460
 AY1460  STATE/COUNTY-  TX/UVALDE
 AY1460  USGS QUAD   -  UTOPIA (1969)
 AY1460
 AY1460                         *CURRENT SURVEY CONTROL
 AY1460  ___________________________________________________________________
 AY1460* NAD 83(1986)-  29 36 46.     (N)    099 31 36.     (W)     SCALED    
 AY1460* NAVD 88     -       412.258  (meters)    1352.55   (feet)  ADJUSTED  
 AY1460  ___________________________________________________________________
 AY1460  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 AY1460  DYNAMIC HT  -         411.650 (meters)    1350.56  (feet)  COMP
 AY1460  MODELED GRAV-     979,157.0   (mgal)                       NAVD 88
 AY1460
 AY1460  VERT ORDER  -  SECOND    CLASS 0
 AY1460
 AY1460.The horizontal coordinates were scaled from a topographic map and have
 AY1460.an estimated accuracy of +/- 6 seconds.
 AY1460
 AY1460.The orthometric height was determined by differential leveling
 AY1460.and adjusted by the National Geodetic Survey in June 1991..
 AY1460
 AY1460.The geoid height was determined by GEOID03.
 AY1460
 AY1460.The dynamic height is computed by dividing the NAVD 88
 AY1460.geopotential number by the normal gravity value computed on the
 AY1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY1460.degrees latitude (g = 980.6199 gals.).
 AY1460
 AY1460.The modeled gravity was interpolated from observed gravity values.
 AY1460
 AY1460;                    North         East    Units  Estimated Accuracy
 AY1460;SPC TXSC     - 4,197,330.      548,990.      MT  (+/- 180 meters Scaled)
 AY1460
 AY1460                          SUPERSEDED SURVEY CONTROL
 AY1460
 AY1460  NGVD 29 (??/??/92)  412.160  (m)         1352.23   (f) ADJ UNCH    2 0
 AY1460
 AY1460.Superseded values are not recommended for survey control.
 AY1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY1460.See file dsdata.txt to determine how the superseded data were derived.
 AY1460
 AY1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMT490759(NAD 83)
 AY1460_MARKER: DB = BENCH MARK DISK
 AY1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY1460_STAMPING: L 651 1953
 AY1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY1460+STABILITY: SURFACE MOTION
 AY1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AY1460+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 AY1460
 AY1460  HISTORY     - Date     Condition        Report By
 AY1460  HISTORY     - 1953     MONUMENTED       CGS
 AY1460  HISTORY     - 20050302 GOOD             USPSQD
 AY1460
 AY1460                          STATION DESCRIPTION
 AY1460
 AY1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AY1460'0.2 MI S FROM UTOPIA.
 AY1460'0.2 MILE SOUTH ALONG FARM ROAD 187 FROM THE POST OFFICE AT UTOPIA, AT
 AY1460'A JUNCTION WITH FARM ROAD 1050, IN LINE WITH A ROW OF POWER POLES,
 AY1460'95.5 FEET NORTH OF A POWER POLE, 161 FEET SOUTH OF THE CENTER LINE OF
 AY1460'FARM ROAD 1050, 45.5 FEET WEST OF THE CENTER LINE OF FARM ROAD 187, 2
 AY1460'FEET EAST OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 AY1460'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AY1460
 AY1460                          STATION RECOVERY (2005)
 AY1460
 AY1460'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLJ)
 AY1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1155 ***********************************************************************
 AB1155  DESIGNATION -  L 652
 AB1155  PID         -  AB1155
 AB1155  STATE/COUNTY-  TX/HIDALGO
 AB1155  USGS QUAD   -  LA SAL VIEJA (1982)
 AB1155
 AB1155                         *CURRENT SURVEY CONTROL
 AB1155  ___________________________________________________________________
 AB1155* NAD 83(1986)-  26 34 09.     (N)    097 58 04.     (W)     SCALED    
 AB1155* NAVD 88     -        13.313  (meters)      43.68   (feet)  ADJUSTED  
 AB1155  ___________________________________________________________________
 AB1155  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 AB1155  DYNAMIC HT  -          13.292 (meters)      43.61  (feet)  COMP
 AB1155  MODELED GRAV-     979,044.9   (mgal)                       NAVD 88
 AB1155
 AB1155  VERT ORDER  -  SECOND    CLASS 0
 AB1155
 AB1155.The horizontal coordinates were scaled from a topographic map and have
 AB1155.an estimated accuracy of +/- 6 seconds.
 AB1155
 AB1155.The orthometric height was determined by differential leveling
 AB1155.and adjusted by the National Geodetic Survey in June 1991..
 AB1155
 AB1155.The geoid height was determined by GEOID03.
 AB1155
 AB1155.The dynamic height is computed by dividing the NAVD 88
 AB1155.geopotential number by the normal gravity value computed on the
 AB1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1155.degrees latitude (g = 980.6199 gals.).
 AB1155
 AB1155.The modeled gravity was interpolated from observed gravity values.
 AB1155
 AB1155;                    North         East    Units  Estimated Accuracy
 AB1155;SPC TX S     - 5,100,100.      353,020.      MT  (+/- 180 meters Scaled)
 AB1155
 AB1155                          SUPERSEDED SURVEY CONTROL
 AB1155
 AB1155  NGVD 29 (??/??/92)   13.405  (m)           43.98   (f) ADJ UNCH    2 0
 AB1155
 AB1155.Superseded values are not recommended for survey control.
 AB1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1155.See file dsdata.txt to determine how the superseded data were derived.
 AB1155
 AB1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ028391(NAD 83)
 AB1155_MARKER: DB = BENCH MARK DISK
 AB1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1155_STAMPING: L 652 1942
 AB1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1155+STABILITY: SURFACE MOTION
 AB1155
 AB1155  HISTORY     - Date     Condition        Report By
 AB1155  HISTORY     - 1942     MONUMENTED       CGS
 AB1155
 AB1155                          STATION DESCRIPTION
 AB1155
 AB1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1155'11.1 MI E FROM SAN MANUEL.
 AB1155'ABOUT 11.1 MILES EAST ALONG A GRADED DIRT ROAD FROM SAN MANUEL CHURCH
 AB1155'AT SAN MANUEL, HIDALGO COUNTY, ABOUT 0.15 MILE NORTH OF BENCH MARK 582
 AB1155'(TEX.GEOD. S.) DESCRIBED IN LINE 12, ABOVE, 54 FEET NORTHEAST OF THE
 AB1155'CENTER OF THE JUNCTION OF A NORTHSOUTH ROAD AND A T-ROAD LEADING WEST,
 AB1155'ABOUT 200 FEET NORTHEAST OF A SMALL MEXICAN SHACK, 1 FOOT WEST OF A
 AB1155'ROAD FENCE, AND 3.5 FEET NORTH OF A WHITE WOODEN WITNESS POST. A
 AB1155'STANDARD DISK, STAMPED L 652 1942 AND SET IN THE TOP OF A CONCRETE
 AB1155'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0662 ***********************************************************************
 AB0662  DESIGNATION -  L 653
 AB0662  PID         -  AB0662
 AB0662  STATE/COUNTY-  TX/WILLACY
 AB0662  USGS QUAD   -  LASARA (1970)
 AB0662
 AB0662                         *CURRENT SURVEY CONTROL
 AB0662  ___________________________________________________________________
 AB0662* NAD 83(1986)-  26 29 26.     (N)    097 59 19.     (W)     SCALED    
 AB0662* NAVD 88     -        15.288  (meters)      50.16   (feet)  ADJUSTED  
 AB0662  ___________________________________________________________________
 AB0662  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AB0662  DYNAMIC HT  -          15.263 (meters)      50.08  (feet)  COMP
 AB0662  MODELED GRAV-     979,040.2   (mgal)                       NAVD 88
 AB0662
 AB0662  VERT ORDER  -  SECOND    CLASS 0
 AB0662
 AB0662.The horizontal coordinates were scaled from a topographic map and have
 AB0662.an estimated accuracy of +/- 6 seconds.
 AB0662
 AB0662.The orthometric height was determined by differential leveling
 AB0662.and adjusted by the National Geodetic Survey in June 1991..
 AB0662
 AB0662.The geoid height was determined by GEOID03.
 AB0662
 AB0662.The dynamic height is computed by dividing the NAVD 88
 AB0662.geopotential number by the normal gravity value computed on the
 AB0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0662.degrees latitude (g = 980.6199 gals.).
 AB0662
 AB0662.The modeled gravity was interpolated from observed gravity values.
 AB0662
 AB0662;                    North         East    Units  Estimated Accuracy
 AB0662;SPC TX S     - 5,091,380.      350,980.      MT  (+/- 180 meters Scaled)
 AB0662
 AB0662                          SUPERSEDED SURVEY CONTROL
 AB0662
 AB0662  NGVD 29 (??/??/92)   15.384  (m)           50.47   (f) ADJ UNCH    2 0
 AB0662
 AB0662.Superseded values are not recommended for survey control.
 AB0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0662.See file dsdata.txt to determine how the superseded data were derived.
 AB0662
 AB0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ007304(NAD 83)
 AB0662_MARKER: DB = BENCH MARK DISK
 AB0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0662_STAMPING: L 653 1942
 AB0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0662+STABILITY: SURFACE MOTION
 AB0662
 AB0662  HISTORY     - Date     Condition        Report By
 AB0662  HISTORY     - 1942     MONUMENTED       CGS
 AB0662  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0662
 AB0662                          STATION DESCRIPTION
 AB0662
 AB0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0662'12.5 MI W FROM RAYMONDVILLE.
 AB0662'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB0662'PROCEED 12.7 (STADIA) MILES WESTERLY ALONG STATE HIGHWAY NO. 186 TO
 AB0662'SITE OF BENCH MARK. BENCH MARK IS AT SOUTHWEST CORNER OF INTERSECTION
 AB0662'OF HIGHWAY AND DIRT ROAD BEARING NORTH AND SOUTH, 48.0 FEET SOUTH OF
 AB0662'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY, 48.0 FEET WEST
 AB0662'OF CENTERLINE OF DIRT ROAD, 3.0 FEET EAST OF TELEPHONE POLE, AND 3.0
 AB0662'FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.5
 AB0662'FOOT.
 AB0662
 AB0662                          STATION RECOVERY (1987)
 AB0662
 AB0662'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0415 ***********************************************************************
 AE0415  DESIGNATION -  L 654
 AE0415  PID         -  AE0415
 AE0415  STATE/COUNTY-  TX/HIDALGO
 AE0415  USGS QUAD   -  HARGILL (1963)
 AE0415
 AE0415                         *CURRENT SURVEY CONTROL
 AE0415  ___________________________________________________________________
 AE0415* NAD 83(1986)-  26 27 51.     (N)    098 00 33.     (W)     SCALED    
 AE0415* NAVD 88     -        18.951  (meters)      62.18   (feet)  ADJUSTED  
 AE0415  ___________________________________________________________________
 AE0415  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE0415  DYNAMIC HT  -          18.920 (meters)      62.07  (feet)  COMP
 AE0415  MODELED GRAV-     979,036.2   (mgal)                       NAVD 88
 AE0415
 AE0415  VERT ORDER  -  SECOND    CLASS 0
 AE0415
 AE0415.The horizontal coordinates were scaled from a topographic map and have
 AE0415.an estimated accuracy of +/- 6 seconds.
 AE0415
 AE0415.The orthometric height was determined by differential leveling
 AE0415.and adjusted by the National Geodetic Survey in June 1991..
 AE0415
 AE0415.The geoid height was determined by GEOID03.
 AE0415
 AE0415.The dynamic height is computed by dividing the NAVD 88
 AE0415.geopotential number by the normal gravity value computed on the
 AE0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0415.degrees latitude (g = 980.6199 gals.).
 AE0415
 AE0415.The modeled gravity was interpolated from observed gravity values.
 AE0415
 AE0415;                    North         East    Units  Estimated Accuracy
 AE0415;SPC TX S     - 5,088,450.      348,940.      MT  (+/- 180 meters Scaled)
 AE0415
 AE0415                          SUPERSEDED SURVEY CONTROL
 AE0415
 AE0415  NGVD 29 (??/??/92)   19.050  (m)           62.50   (f) ADJ UNCH    2 0
 AE0415
 AE0415.Superseded values are not recommended for survey control.
 AE0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0415.See file dsdata.txt to determine how the superseded data were derived.
 AE0415
 AE0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ987274(NAD 83)
 AE0415_MARKER: DB = BENCH MARK DISK
 AE0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0415_STAMPING: L 654 1942
 AE0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0415+STABILITY: SURFACE MOTION
 AE0415
 AE0415  HISTORY     - Date     Condition        Report By
 AE0415  HISTORY     - 1942     MONUMENTED       CGS
 AE0415  HISTORY     - 1954     MARK NOT FOUND   NGS
 AE0415
 AE0415                          STATION DESCRIPTION
 AE0415
 AE0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0415'1.5 MI N FROM HARGILL.
 AE0415'TO REACH FROM THE POST OFFICE AT HARGILL.  PROCEED 1.5 MILES NORTHERLY
 AE0415'ALONG GRADED DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT THE
 AE0415'SOUTHWEST CORNER OF A CULTIVATED FIELD AT INTERSECTION OF TWO GRADED
 AE0415'DIRT ROADS, ABOUT 175.0 FEET EAST OF AND ACROSS NORTH-SOUTH FROM A
 AE0415'SMALL BUILDING, 65.5 FEET NORTHEAST OF THE CORNER OF A CONCRETE
 AE0415'IRRIGATION DITCH, 26.0 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD,
 AE0415'78.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS CENTERLINE OF
 AE0415'NORTH-SOUTH ROAD, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.
 AE0415
 AE0415                          STATION RECOVERY (1954)
 AE0415
 AE0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 AE0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0687 ***********************************************************************
 AB0687  DESIGNATION -  L 655
 AB0687  PID         -  AB0687
 AB0687  STATE/COUNTY-  TX/HIDALGO
 AB0687  USGS QUAD   -  LASARA (1970)
 AB0687
 AB0687                         *CURRENT SURVEY CONTROL
 AB0687  ___________________________________________________________________
 AB0687* NAD 83(1986)-  26 23 09.     (N)    097 54 39.     (W)     SCALED    
 AB0687* NAVD 88     -        14.885  (meters)      48.84   (feet)  ADJUSTED  
 AB0687  ___________________________________________________________________
 AB0687  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 AB0687  DYNAMIC HT  -          14.861 (meters)      48.76  (feet)  COMP
 AB0687  MODELED GRAV-     979,035.1   (mgal)                       NAVD 88
 AB0687
 AB0687  VERT ORDER  -  SECOND    CLASS 0
 AB0687
 AB0687.The horizontal coordinates were scaled from a topographic map and have
 AB0687.an estimated accuracy of +/- 6 seconds.
 AB0687
 AB0687.The orthometric height was determined by differential leveling
 AB0687.and adjusted by the National Geodetic Survey in June 1991..
 AB0687
 AB0687.The geoid height was determined by GEOID03.
 AB0687
 AB0687.The dynamic height is computed by dividing the NAVD 88
 AB0687.geopotential number by the normal gravity value computed on the
 AB0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0687.degrees latitude (g = 980.6199 gals.).
 AB0687
 AB0687.The modeled gravity was interpolated from observed gravity values.
 AB0687
 AB0687;                    North         East    Units  Estimated Accuracy
 AB0687;SPC TX S     - 5,079,820.      358,790.      MT  (+/- 180 meters Scaled)
 AB0687
 AB0687                          SUPERSEDED SURVEY CONTROL
 AB0687
 AB0687  NGVD 29 (??/??/92)   14.971  (m)           49.12   (f) ADJ UNCH    2 0
 AB0687
 AB0687.Superseded values are not recommended for survey control.
 AB0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0687.See file dsdata.txt to determine how the superseded data were derived.
 AB0687
 AB0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ086188(NAD 83)
 AB0687_MARKER: DB = BENCH MARK DISK
 AB0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0687_STAMPING: L 655 1942
 AB0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0687+STABILITY: SURFACE MOTION
 AB0687
 AB0687  HISTORY     - Date     Condition        Report By
 AB0687  HISTORY     - 1942     MONUMENTED       CGS
 AB0687  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0687
 AB0687                          STATION DESCRIPTION
 AB0687
 AB0687'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0687'2.5 MI S FROM LYFORD.
 AB0687'IN HIDALGO COUNTY, ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 96 FROM
 AB0687'THE MISSOURI PACIFIC RAILROAD STATION AT LYFORD, WILLACY COUNTY, ABOUT
 AB0687'4.4 MILES WEST ALONG A GRADED DIRT ROAD, ABOUT 0.9 MILE NORTH ALONG A
 AB0687'GRADED DIRT ROAD, 3.1 MILES WEST ALONG A ROAD.  AT THE SOUTHEAST
 AB0687'CORNER OF A FARM YARD, ABOUT 140 FEET SOUTHEAST OF A MEXICAN SHACK, 40
 AB0687'FEET WEST OF THE CENTERLINE OF A T-ROAD LEADING SOUTH, 22 FEET NORTH
 AB0687'OF THE CENTERLINE OF THE MAIN ROAD, 12 FEET WEST OF POWER TRANSMISSION
 AB0687'LINE POLE 12-91, IN LINE WITH A ROW OF POLES, 3 FEET WEST OF A WHITE
 AB0687'WOODEN WITNESS POST, AND ABOUT 1/2 FOOT HIGHER THAN THE MAIN ROAD. A
 AB0687'STANDARD DISK, STAMPED L 655 1942 AND SET IN THE TOP OF A CONCRETE
 AB0687'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0408 ***********************************************************************
 AE0408  DESIGNATION -  L 656
 AE0408  PID         -  AE0408
 AE0408  STATE/COUNTY-  TX/HIDALGO
 AE0408  USGS QUAD   -  DONNA (1983)
 AE0408
 AE0408                         *CURRENT SURVEY CONTROL
 AE0408  ___________________________________________________________________
 AE0408* NAD 83(1986)-  26 14 56.     (N)    098 02 14.     (W)     SCALED    
 AE0408* NAVD 88     -        22.286  (meters)      73.12   (feet)  ADJUSTED  
 AE0408  ___________________________________________________________________
 AE0408  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AE0408  DYNAMIC HT  -          22.249 (meters)      73.00  (feet)  COMP
 AE0408  MODELED GRAV-     978,986.7   (mgal)                       NAVD 88
 AE0408
 AE0408  VERT ORDER  -  SECOND    CLASS 0
 AE0408
 AE0408.The horizontal coordinates were scaled from a topographic map and have
 AE0408.an estimated accuracy of +/- 6 seconds.
 AE0408
 AE0408.The orthometric height was determined by differential leveling
 AE0408.and adjusted by the National Geodetic Survey in June 1991..
 AE0408
 AE0408.The geoid height was determined by GEOID03.
 AE0408
 AE0408.The dynamic height is computed by dividing the NAVD 88
 AE0408.geopotential number by the normal gravity value computed on the
 AE0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0408.degrees latitude (g = 980.6199 gals.).
 AE0408
 AE0408.The modeled gravity was interpolated from observed gravity values.
 AE0408
 AE0408;                    North         East    Units  Estimated Accuracy
 AE0408;SPC TX S     - 5,064,590.      346,230.      MT  (+/- 180 meters Scaled)
 AE0408
 AE0408                          SUPERSEDED SURVEY CONTROL
 AE0408
 AE0408  NGVD 29 (??/??/92)   22.398  (m)           73.48   (f) ADJ UNCH    2 0
 AE0408
 AE0408.Superseded values are not recommended for survey control.
 AE0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0408.See file dsdata.txt to determine how the superseded data were derived.
 AE0408
 AE0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ961036(NAD 83)
 AE0408_MARKER: DB = BENCH MARK DISK
 AE0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0408_STAMPING: L 656 1942
 AE0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0408+STABILITY: SURFACE MOTION
 AE0408
 AE0408  HISTORY     - Date     Condition        Report By
 AE0408  HISTORY     - 1942     MONUMENTED       CGS
 AE0408  HISTORY     - 1961     MARK NOT FOUND   USGS
 AE0408  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AE0408
 AE0408                          STATION DESCRIPTION
 AE0408
 AE0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0408'6.1 MI N FROM DONNA.
 AE0408'0.4 MILE WEST OF RR STATION AT LA BLANCA, THENCE 3.0 MILES SOUTH.  TO
 AE0408'REACH FROM THE U.S. POST OFFICE AT DONNA-- PROCEED 3.BLOCKS EAST TO
 AE0408'SEVENTH STREET, THENCE NORTHERLY 5.9 MILES ALONG PAVED ROAD LEADING TO
 AE0408'LA BLANCA TO THE SITE OF THE BENCH MARK.  BENCH MARK IS AT JUNCTION OF
 AE0408'PAVEMENT AND DIRT ROAD AND ABOUT 800. FEET SOUTH OF FRAME FARM HOUSE.
 AE0408'IT IS 52.FEET SOUTH OF POWER POLE NUMBERED 3A24, 34.FEET EAST OF AND
 AE0408'ABOUT 0.8 FOOT BELOW THE CENTER LINE OF PAVEMENT, 34.FEET SOUTH OF THE
 AE0408'CENTER LINE OF DIRT ROADAND 3.FEET SOUTH OF A 4X4-INCH WOODEN MARKER
 AE0408'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 AE0408
 AE0408                          STATION RECOVERY (1961)
 AE0408
 AE0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 AE0408'MARK NOT FOUND.
 AE0408
 AE0408                          STATION RECOVERY (2004)
 AE0408
 AE0408'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0409 ***********************************************************************
 AE0409  DESIGNATION -  L 656 RESET 1959
 AE0409  PID         -  AE0409
 AE0409  STATE/COUNTY-  TX/HIDALGO
 AE0409  USGS QUAD   -  DONNA (1983)
 AE0409
 AE0409                         *CURRENT SURVEY CONTROL
 AE0409  ___________________________________________________________________
 AE0409* NAD 83(1986)-  26 14 56.     (N)    098 02 14.     (W)     SCALED    
 AE0409* NAVD 88     -        22.27   (meters)      73.1    (feet)  RESET     
 AE0409  ___________________________________________________________________
 AE0409  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 AE0409
 AE0409  VERT ORDER  -  THIRD
 AE0409
 AE0409.The horizontal coordinates were scaled from a topographic map and have
 AE0409.an estimated accuracy of +/- 6 seconds.
 AE0409
 AE0409.The orthometric height was computed from unverified reset data.
 AE0409
 AE0409.The geoid height was determined by GEOID03.
 AE0409
 AE0409;                    North         East    Units  Estimated Accuracy
 AE0409;SPC TX S     - 5,064,590.      346,230.      MT  (+/- 180 meters Scaled)
 AE0409
 AE0409                          SUPERSEDED SURVEY CONTROL
 AE0409
 AE0409.No superseded survey control is available for this station.
 AE0409
 AE0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ961036(NAD 83)
 AE0409_MARKER: DB = BENCH MARK DISK
 AE0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0409_STAMPING: L 656 RESET 1959
 AE0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0409+STABILITY: SURFACE MOTION
 AE0409
 AE0409  HISTORY     - Date     Condition        Report By
 AE0409  HISTORY     - 1959     MONUMENTED       TXHD
 AE0409  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AE0409
 AE0409                          STATION DESCRIPTION
 AE0409
 AE0409'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AE0409'3.4 MI SW FROM LA BLANCA.
 AE0409'THE MARK IS LOCATED ABOUT 0.4 MILE WEST ALONG THE TEXAS AND NEW
 AE0409'ORLEANS RAILROAD FROM THE STATION AT LA BLANCA, THENCE ABOUT 3.0 MILES
 AE0409'SOUTH ALONG THE PAVED DONNA ROAD.  ABOUT 800 FEET SOUTH OF A FRAME
 AE0409'FARMHOUSE, 34 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 34 FEET
 AE0409'EAST OF THE CENTERLINE OF THE PAVEMENT, 52 FEET SOUTH OF
 AE0409'POWER-TRANSMISSION LINE POLE 3A24, 3 FEET SOUTH OF A WHITE WOODEN
 AE0409'WITNESS POST, AND ABOUT 0.8 FOOT LOWER THAN THE PAVEMENT, AND SET ON A
 AE0409'CONCRETE MONUMENT 52 FEET EAST OF STATION 711+43, F.M. 493, CENTER
 AE0409'LINE, 2 FEET NORTH AND 18 FEET EAST OF ORIGINAL POSITION.
 AE0409
 AE0409                          STATION RECOVERY (2004)
 AE0409
 AE0409'RECOVERY NOTE BY US POWER SQUADRON 2004 (RL)
 AE0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0725 ***********************************************************************
 AB0725  DESIGNATION -  L 657
 AB0725  PID         -  AB0725
 AB0725  STATE/COUNTY-  TX/HIDALGO
 AB0725  USGS QUAD   -  EDCOUCH (1980)
 AB0725
 AB0725                         *CURRENT SURVEY CONTROL
 AB0725  ___________________________________________________________________
 AB0725* NAD 83(1986)-  26 17 49.     (N)    097 58 08.     (W)     SCALED    
 AB0725* NAVD 88     -        20.041  (meters)      65.75   (feet)  ADJUSTED  
 AB0725  ___________________________________________________________________
 AB0725  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 AB0725  DYNAMIC HT  -          20.008 (meters)      65.64  (feet)  COMP
 AB0725  MODELED GRAV-     979,023.9   (mgal)                       NAVD 88
 AB0725
 AB0725  VERT ORDER  -  SECOND    CLASS 0
 AB0725
 AB0725.The horizontal coordinates were scaled from a topographic map and have
 AB0725.an estimated accuracy of +/- 6 seconds.
 AB0725
 AB0725.The orthometric height was determined by differential leveling
 AB0725.and adjusted by the National Geodetic Survey in June 1991..
 AB0725
 AB0725.The geoid height was determined by GEOID03.
 AB0725
 AB0725.The dynamic height is computed by dividing the NAVD 88
 AB0725.geopotential number by the normal gravity value computed on the
 AB0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0725.degrees latitude (g = 980.6199 gals.).
 AB0725
 AB0725.The modeled gravity was interpolated from observed gravity values.
 AB0725
 AB0725;                    North         East    Units  Estimated Accuracy
 AB0725;SPC TX S     - 5,069,940.      353,040.      MT  (+/- 180 meters Scaled)
 AB0725
 AB0725                          SUPERSEDED SURVEY CONTROL
 AB0725
 AB0725  NGVD 29 (??/??/92)   20.150  (m)           66.11   (f) ADJ UNCH    2 0
 AB0725
 AB0725.Superseded values are not recommended for survey control.
 AB0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0725.See file dsdata.txt to determine how the superseded data were derived.
 AB0725
 AB0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ029089(NAD 83)
 AB0725_MARKER: DB = BENCH MARK DISK
 AB0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0725_SP_SET: CULVERT
 AB0725_STAMPING: L 657 1942
 AB0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB0725+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 AB0725
 AB0725  HISTORY     - Date     Condition        Report By
 AB0725  HISTORY     - 1942     MONUMENTED       CGS
 AB0725  HISTORY     - 1943     GOOD             NGS
 AB0725  HISTORY     - 20010604 GOOD             JCLS
 AB0725  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 AB0725
 AB0725                          STATION DESCRIPTION
 AB0725
 AB0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 AB0725'0.5 MI W FROM EDCOUCH.
 AB0725'0.5 MILE WEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AB0725'STATION AT EDCOUCH, HIDALGO COUNTY, IN THE CENTER OF THE SOUTH HEAD
 AB0725'WALL OF CONCRETE RAILROAD CULVERT 155.08, AND 4.5 FEET SOUTHWEST OF A
 AB0725'POLE.  A STANDARD DISK, STAMPED L 657 1942.
 AB0725
 AB0725                          STATION RECOVERY (2001)
 AB0725
 AB0725'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AB0725'FROM THE INTERSECTION OF HWY 107 AND N. ESTER ST. IN EDCOUCH, TX,
 AB0725'PROCEED NORTH ON N. ESTER ST. FOR 0.15 MILES TO THE END OF THE ROAD.
 AB0725'CONTINUE NORTH FOR 0.05 MILES TO AN ABANDONED RAILROAD BED.  HEAD WEST
 AB0725'ALONG THE RAILROAD BED FOR 200 METERS TO THE STATION ON THE LEFT IN
 AB0725'THE CENTER OF THE SOUTHERN HEADWALL OF A CONCRETE CULVERT.
 AB0725
 AB0725                          STATION RECOVERY (2004)
 AB0725
 AB0725'RECOVERY NOTE BY US POWER SQUADRON 2004 (ML)
 AB0725'RAILROAD TRACK HAS BEEN REMOVED.  HEADWALL AND CULVERT HAVE BEEN
 AB0725'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BZ0362 ***********************************************************************
 BZ0362  DESIGNATION -  L 66
 BZ0362  PID         -  BZ0362
 BZ0362  STATE/COUNTY-  TX/LEON
 BZ0362  USGS QUAD   -  DONIE (1982)
 BZ0362
 BZ0362                         *CURRENT SURVEY CONTROL
 BZ0362  ___________________________________________________________________
 BZ0362* NAD 83(1986)-  31 24 41.     (N)    096 14 03.     (W)     SCALED    
 BZ0362* NAVD 88     -       127.460  (meters)     418.18   (feet)  ADJUSTED  
 BZ0362  ___________________________________________________________________
 BZ0362  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 BZ0362  DYNAMIC HT  -         127.304 (meters)     417.66  (feet)  COMP
 BZ0362  MODELED GRAV-     979,413.9   (mgal)                       NAVD 88
 BZ0362
 BZ0362  VERT ORDER  -  FIRST     CLASS II
 BZ0362
 BZ0362.The horizontal coordinates were scaled from a topographic map and have
 BZ0362.an estimated accuracy of +/- 6 seconds.
 BZ0362
 BZ0362.The orthometric height was determined by differential leveling
 BZ0362.and adjusted by the National Geodetic Survey in June 1991..
 BZ0362.WARNING-Repeat measurements at this control monument indicate possible
 BZ0362.vertical movement.
 BZ0362
 BZ0362.The geoid height was determined by GEOID03.
 BZ0362
 BZ0362.The dynamic height is computed by dividing the NAVD 88
 BZ0362.geopotential number by the normal gravity value computed on the
 BZ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BZ0362.degrees latitude (g = 980.6199 gals.).
 BZ0362
 BZ0362.The modeled gravity was interpolated from observed gravity values.
 BZ0362
 BZ0362;                    North         East    Units  Estimated Accuracy
 BZ0362;SPC TX C     - 3,200,590.    1,089,670.      MT  (+/- 180 meters Scaled)
 BZ0362
 BZ0362                          SUPERSEDED SURVEY CONTROL
 BZ0362
 BZ0362  NGVD 29 (??/??/92)  127.414  (m)          418.02   (f) ADJ UNCH    1 2
 BZ0362
 BZ0362.Superseded values are not recommended for survey control.
 BZ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BZ0362.See file dsdata.txt to determine how the superseded data were derived.
 BZ0362
 BZ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQV629785(NAD 83)
 BZ0362_MARKER: DB = BENCH MARK DISK
 BZ0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BZ0362_SP_SET: CULVERT
 BZ0362_STAMPING: L 66 1919
 BZ0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BZ0362
 BZ0362  HISTORY     - Date     Condition        Report By
 BZ0362  HISTORY     - 1919     MONUMENTED       CGS
 BZ0362  HISTORY     - 1952     GOOD             NGS
 BZ0362  HISTORY     - 1980     GOOD             NGS
 BZ0362
 BZ0362                          STATION DESCRIPTION
 BZ0362
 BZ0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BZ0362'4.35 MI SE FROM FARRAR.
 BZ0362'4.35 MILES SOUTHEAST ALONG FARM ROAD 39 FROM THE POST OFFICE AT
 BZ0362'FARRAR, 0.25 MILE SOUTHEAST OF THE LEON AND LIMESTONE COUNTY LINE, 28
 BZ0362'FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 13 FEET SOUTHWEST
 BZ0362'OF A WITNESS POST, 12 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP
 BZ0362'OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CONCRETE ARCH
 BZ0362'CULVERT.
 BZ0362
 BZ0362                          STATION RECOVERY (1980)
 BZ0362
 BZ0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BZ0362'10.8 KM. (6.7 MI.) NORTHWEST ALONG FARM ROAD 39 FROM THE JUNCTION OF
 BZ0362'U.S. HIGHWAY 79 IN JEWETT, 0.4 KM. (0.25 MI.) SOUTHEAST OF THE
 BZ0362'LIMESTONE-LEON COUNTY LINE, 8.5 M. (28.0 FT.) SOUTHWEST OF THE
 BZ0362'CENTERLINE OF THE FARM ROAD, IN TOP AND 0.9 M. (3.0 FT.) SOUTHEAST
 BZ0362'OF THE NORTHWEST END OF A HEADWALL, 0.3 M. (1.0 FT.) NORTHEAST OF THE
 BZ0362'SOUTHWEST EDGE OF THE HEADWALL.
 BZ0362'THE MARK IS 3.7 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2950 ***********************************************************************
 AW2950  DESIGNATION -  L 660
 AW2950  PID         -  AW2950
 AW2950  STATE/COUNTY-  TX/CHAMBERS
 AW2950  USGS QUAD   -  MORGANS POINT (1993)
 AW2950
 AW2950                         *CURRENT SURVEY CONTROL
 AW2950  ___________________________________________________________________
 AW2950* NAD 83(1986)-  29 40 08.     (N)    094 54 48.     (W)     SCALED    
 AW2950* NAVD 88     -         6.95   (+/-2cm)      22.8    (feet)  VERTCON   
 AW2950  ___________________________________________________________________
 AW2950  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2950
 AW2950  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2950
 AW2950.The horizontal coordinates were scaled from a topographic map and have
 AW2950.an estimated accuracy of +/- 6 seconds.
 AW2950
 AW2950.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2950.The vertical order pertains to the NGVD 29 superseded value.
 AW2950
 AW2950.The geoid height was determined by GEOID03.
 AW2950
 AW2950;                    North         East    Units  Estimated Accuracy
 AW2950;SPC TXSC     - 4,210,340.      995,480.      MT  (+/- 180 meters Scaled)
 AW2950
 AW2950                          SUPERSEDED SURVEY CONTROL
 AW2950
 AW2950  NGVD 29 (??/??/92)    6.949  (m)           22.80   (f) ADJ UNCH    1 2
 AW2950
 AW2950.Superseded values are not recommended for survey control.
 AW2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2950.See file dsdata.txt to determine how the superseded data were derived.
 AW2950
 AW2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN148836(NAD 83)
 AW2950_MARKER: DB = BENCH MARK DISK
 AW2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2950_STAMPING: L 660 1942
 AW2950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2950+STABILITY: SURFACE MOTION
 AW2950
 AW2950  HISTORY     - Date     Condition        Report By
 AW2950  HISTORY     - 1942     MONUMENTED       CGS
 AW2950  HISTORY     - 1964     GOOD             NGS
 AW2950  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW2950
 AW2950                          STATION DESCRIPTION
 AW2950
 AW2950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW2950'6.3 MI SE FROM BAYTOWN.
 AW2950'ABOUT 1 BLOCK SOUTH ALONG NORTH GAILLARD STREET FROM THE POST OFFICE
 AW2950'AT BAYTOWN, THENCE 1.05 MILES EAST ALONG EAST TEXAS AVENUE, THENCE
 AW2950'5.25 MILES SOUTHEAST ALONG THE TRI-CITY BEACH ROAD, ABOUT 0.2 MILE
 AW2950'SOUTHEAST OF THE JUNCTION OF FARM ROAD 1405, 39 FEET SOUTHWEST OF THE
 AW2950'CENTER LINE OF THE ROAD, 24 FEET NORTHWEST OF THE CENTER OF A PASTURE
 AW2950'GATE, 6 FEET NORTHWEST OF A FENCE CORNER AND A LONE CEDAR TREE, 8
 AW2950'INCHES NORTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 AW2950'PROJECTING 5 INCHES.
 AW2950
 AW2950                          STATION RECOVERY (1973)
 AW2950
 AW2950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW2950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0499 ***********************************************************************
 BL0499  DESIGNATION -  L 661
 BL0499  PID         -  BL0499
 BL0499  STATE/COUNTY-  TX/LIBERTY
 BL0499  USGS QUAD   -  DAYTON (1984)
 BL0499
 BL0499                         *CURRENT SURVEY CONTROL
 BL0499  ___________________________________________________________________
 BL0499* NAD 83(1986)-  30 02 45.     (N)    094 58 20.     (W)     SCALED    
 BL0499* NAVD 88     -        23.52   (+/-2cm)      77.2    (feet)  VERTCON   
 BL0499  ___________________________________________________________________
 BL0499  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BL0499
 BL0499  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0499
 BL0499.The horizontal coordinates were scaled from a topographic map and have
 BL0499.an estimated accuracy of +/- 6 seconds.
 BL0499
 BL0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0499.The vertical order pertains to the NGVD 29 superseded value.
 BL0499
 BL0499.The geoid height was determined by GEOID03.
 BL0499
 BL0499;                    North         East    Units  Estimated Accuracy
 BL0499;SPC TX C     - 3,054,490.    1,216,850.      MT  (+/- 180 meters Scaled)
 BL0499
 BL0499                          SUPERSEDED SURVEY CONTROL
 BL0499
 BL0499  NGVD 29 (??/??/92)   23.516  (m)           77.15   (f) ADJ UNCH    2 0
 BL0499
 BL0499.Superseded values are not recommended for survey control.
 BL0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0499.See file dsdata.txt to determine how the superseded data were derived.
 BL0499
 BL0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP098255(NAD 83)
 BL0499_MARKER: DB = BENCH MARK DISK
 BL0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0499_STAMPING: L 661 1942
 BL0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0499+STABILITY: SURFACE MOTION
 BL0499
 BL0499  HISTORY     - Date     Condition        Report By
 BL0499  HISTORY     - 1942     MONUMENTED       CGS
 BL0499  HISTORY     - 1954     GOOD             NGS
 BL0499  HISTORY     - 1977     MARK NOT FOUND   USGS
 BL0499  HISTORY     - 1978     MARK NOT FOUND   NGS
 BL0499  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 BL0499  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 BL0499
 BL0499                          STATION DESCRIPTION
 BL0499
 BL0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BL0499'4.8 MI W FROM DAYTON.
 BL0499'4.8 MILES WEST ALONG FARM ROAD 1008 FROM ITS INTERSECTION WITH STATE
 BL0499'HIGHWAY 321 AT DAYTON, 0.2 MILE EAST OF AN INTERSECTION WITH A DIRT
 BL0499'ROAD, 0.15 MILE WEST OF A SMALL WHITE HOUSE, 54 FEET SOUTH OF THE
 BL0499'CENTER LINE OF THE FARM ROAD, 37 FEET SOUTHEAST OF THE EAST END OF THE
 BL0499'SOUTH HEADWALL OF A CONCRETE CULVERT, 7.3 FEET SOUTHEAST OF A FENCE
 BL0499'CORNER, 2.2 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 BL0499'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BL0499
 BL0499                          STATION RECOVERY (1977)
 BL0499
 BL0499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BL0499'MARK NOT FOUND.
 BL0499
 BL0499                          STATION RECOVERY (1978)
 BL0499
 BL0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0499'NOT RECOVERED.
 BL0499
 BL0499                          STATION RECOVERY (1996)
 BL0499
 BL0499'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0499'MARK NOT FOUND.
 BL0499
 BL0499                          STATION RECOVERY (2004)
 BL0499
 BL0499'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 BL0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0706 ***********************************************************************
 AW0706  DESIGNATION -  L 664
 AW0706  PID         -  AW0706
 AW0706  STATE/COUNTY-  TX/HARRIS
 AW0706  USGS QUAD   -  CROSBY (1982)
 AW0706
 AW0706                         *CURRENT SURVEY CONTROL
 AW0706  ___________________________________________________________________
 AW0706* NAD 83(1986)-  29 56 52.     (N)    095 01 06.     (W)     SCALED    
 AW0706* NAVD 88     -        16.013  (meters)      52.54   (feet)  ADJUSTED  
 AW0706  ___________________________________________________________________
 AW0706  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AW0706  DYNAMIC HT  -          15.992 (meters)      52.47  (feet)  COMP
 AW0706  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 AW0706  OBS GRAVITY -     979,302.6   (mgal)                       GRAV_OBS
 AW0706
 AW0706  VERT ORDER  -  FIRST     CLASS II
 AW0706
 AW0706.The horizontal coordinates were scaled from a topographic map and have
 AW0706.an estimated accuracy of +/- 6 seconds.
 AW0706
 AW0706.The orthometric height was determined by differential leveling
 AW0706.and adjusted by the National Geodetic Survey in June 1991..
 AW0706
 AW0706.The geoid height was determined by GEOID03.
 AW0706
 AW0706.The dynamic height is computed by dividing the NAVD 88
 AW0706.geopotential number by the normal gravity value computed on the
 AW0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0706.degrees latitude (g = 980.6199 gals.).
 AW0706
 AW0706.The modeled gravity was interpolated from observed gravity values.
 AW0706.The observed gravity was obtained from relative gravimeter ties
 AW0706.to the IGSN71 gravity network.
 AW0706
 AW0706;                    North         East    Units  Estimated Accuracy
 AW0706;SPC TXSC     - 4,240,880.      984,270.      MT  (+/- 180 meters Scaled)
 AW0706
 AW0706                          SUPERSEDED SURVEY CONTROL
 AW0706
 AW0706  NGVD 29 (12/23/87)   16.013  (m)           52.54   (f) ADJUSTED    1 2
 AW0706
 AW0706.Superseded values are not recommended for survey control.
 AW0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0706.See file dsdata.txt to determine how the superseded data were derived.
 AW0706
 AW0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP052147(NAD 83)
 AW0706_MARKER: DB = BENCH MARK DISK
 AW0706_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0706_SP_SET: CULVERT
 AW0706_STAMPING: L 664 1942
 AW0706_MARK LOGO: CGS   
 AW0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0706+STABILITY: SURFACE MOTION
 AW0706
 AW0706  HISTORY     - Date     Condition        Report By
 AW0706  HISTORY     - 1942     MONUMENTED       CGS
 AW0706  HISTORY     - 1972     GOOD             NGS
 AW0706  HISTORY     - 1978     GOOD             NGS
 AW0706  HISTORY     - 1987     GOOD             USPSQD
 AW0706  HISTORY     - 1987     GOOD             NGS
 AW0706  HISTORY     - 1990     GOOD             USPSQD
 AW0706  HISTORY     - 19941213 MARK NOT FOUND   USPSQD
 AW0706
 AW0706                          STATION DESCRIPTION
 AW0706
 AW0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0706'4 MI NE FROM CROSBY.
 AW0706'ABOUT 4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 AW0706'CROSSING OF MAIN STREET, ABOUT 0.15 MILE SOUTHWEST OF MILE POST NO.
 AW0706'337, SET IN THE TOP OF THE SOUTHWEST HEADWALL IN THE NORTHWEST END OF
 AW0706'A PIPE CULVERT OVER A 24-INCH PIPE UNDER A PRIVATE ROAD, 44 1/2 FEET
 AW0706'NORTHWEST OF THE CENTER LINE OF HIGHWAY 90, 62 FEET SOUTHEAST OF THE
 AW0706'SOUTHEAST RAIL, 7 1/2 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE
 AW0706'ROAD, 0.7 FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CULVERT
 AW0706'HEADWALL AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE RAIL.
 AW0706
 AW0706                          STATION RECOVERY (1978)
 AW0706
 AW0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0706'RECOVERED IN GOOD CONDITION.
 AW0706
 AW0706                          STATION RECOVERY (1987)
 AW0706
 AW0706'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLT)
 AW0706'RECOVERED IN GOOD CONDITION.
 AW0706
 AW0706                          STATION RECOVERY (1987)
 AW0706
 AW0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW0706'RECOVERED IN GOOD CONDITION.
 AW0706
 AW0706                          STATION RECOVERY (1990)
 AW0706
 AW0706'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 AW0706'RECOVERED IN GOOD CONDITION.
 AW0706
 AW0706                          STATION RECOVERY (1994)
 AW0706
 AW0706'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2035 ***********************************************************************
 AW2035  HT_MOD      -  This is a Height Modernization Survey Station.
 AW2035  DESIGNATION -  L 668
 AW2035  PID         -  AW2035
 AW2035  STATE/COUNTY-  TX/FORT BEND
 AW2035  USGS QUAD   -  ALMEDA (1995)
 AW2035
 AW2035                         *CURRENT SURVEY CONTROL
 AW2035  ___________________________________________________________________
 AW2035* NAD 83(1993)-  29 31 29.88051(N)    095 27 15.97399(W)     ADJUSTED  
 AW2035* NAVD 88     -        22.04   (meters)      72.3    (feet)  GPS OBS   
 AW2035  ___________________________________________________________________
 AW2035  X           -    -527,968.010 (meters)                     COMP
 AW2035  Y           -  -5,529,241.528 (meters)                     COMP
 AW2035  Z           -   3,124,660.588 (meters)                     COMP
 AW2035  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AW2035  ELLIP HEIGHT-          -5.06  (meters)          (12/03/01) GPS OBS
 AW2035  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW2035  DYNAMIC HT  -          22.01  (meters)      72.2   (feet)  COMP
 AW2035  MODELED GRAV-     979,267.5   (mgal)                       NAVD 88
 AW2035  OBS GRAVITY -     979,266.7   (mgal)                       GRAV_OBS
 AW2035
 AW2035  HORZ ORDER  -  FIRST
 AW2035  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2035  ELLP ORDER  -  FOURTH    CLASS II
 AW2035
 AW2035.The horizontal coordinates were established by GPS observations
 AW2035.and adjusted by the National Geodetic Survey in December 2001..
 AW2035
 AW2035.The orthometric height was determined by GPS observations and a
 AW2035.high-resolution geoid model using precise GPS observation and
 AW2035.processing techniques. It supersedes the leveled height previously
 AW2035.determined for this station.
 AW2035.WARNING-GPS observations at this control monument resulted in a GPS
 AW2035.derived orthometric height which differed from the leveled height by
 AW2035.more than one decimeter (0.1 meter).
 AW2035.The vertical order pertains to the first NAVD 88 superseded value.
 AW2035
 AW2035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AW2035
 AW2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AW2035
 AW2035.The ellipsoidal height was determined by GPS observations
 AW2035.and is referenced to NAD 83.
 AW2035
 AW2035.The geoid height was determined by GEOID03.
 AW2035
 AW2035.The dynamic height is computed by dividing the NAVD 88
 AW2035.geopotential number by the normal gravity value computed on the
 AW2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2035.degrees latitude (g = 980.6199 gals.).
 AW2035
 AW2035.The modeled gravity was interpolated from observed gravity values.
 AW2035.The observed gravity was obtained from relative gravimeter ties
 AW2035.to the IGSN71 gravity network.
 AW2035
 AW2035;                    North         East     Units Scale Factor Converg.
 AW2035;SPC TXSC     - 4,192,686.990   943,617.928   MT  0.99986872   +1 44 13.3
 AW2035;SPC TXSC     -13,755,507.23  3,095,853.15   sFT  0.99986872   +1 44 13.3
 AW2035;UTM  15      - 3,268,661.622   262,118.225   MT  1.00029828   -1 12 36.4
 AW2035
 AW2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AW2035!SPC TXSC     -   1.00000079  x   0.99986872  =   0.99986951
 AW2035!UTM  15      -   1.00000079  x   1.00029828  =   1.00029907
 AW2035
 AW2035                          SUPERSEDED SURVEY CONTROL
 AW2035
 AW2035  ELLIP H (10/25/00)   -5.02   (m)                       GP(       ) 4 1
 AW2035  NAD 83(1993)-  29 31 29.88097(N)    095 27 15.97301(W) AD(       ) 1
 AW2035  ELLIP H (10/17/96)   -4.89   (m)                       GP(       ) 3 1
 AW2035  NAVD 88 (06/15/91)   22.175  (m)           72.75   (f) ADJUSTED    1 2
 AW2035  NGVD 29 (12/23/87)   22.172  (m)           72.74   (f) ADJUSTED    1 2
 AW2035
 AW2035.Superseded values are not recommended for survey control.
 AW2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2035.See file dsdata.txt to determine how the superseded data were derived.
 AW2035
 AW2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN6211868662(NAD 83)
 AW2035_MARKER: DB = BENCH MARK DISK
 AW2035_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AW2035_SP_SET: HEADWALL
 AW2035_STAMPING: L 668 1942
 AW2035_MARK LOGO: CGS   
 AW2035_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2035+STABILITY: SURFACE MOTION
 AW2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW2035+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AW2035
 AW2035  HISTORY     - Date     Condition        Report By
 AW2035  HISTORY     - 1942     MONUMENTED       CGS
 AW2035  HISTORY     - 1973     GOOD             NGS
 AW2035  HISTORY     - 1978     GOOD             NGS
 AW2035  HISTORY     - 1987     GOOD             USPSQD
 AW2035  HISTORY     - 1987     GOOD             USPSQD
 AW2035  HISTORY     - 1987     GOOD             NGS
 AW2035  HISTORY     - 1988     GOOD             USPSQD
 AW2035  HISTORY     - 1988     GOOD             USPSQD
 AW2035  HISTORY     - 1988     POOR             USPSQD
 AW2035  HISTORY     - 1989     GOOD             USPSQD
 AW2035  HISTORY     - 1989     GOOD             USPSQD
 AW2035  HISTORY     - 1989     GOOD             USPSQD
 AW2035  HISTORY     - 19900805 GOOD             USPSQD
 AW2035  HISTORY     - 19901209 GOOD             USPSQD
 AW2035  HISTORY     - 19941022 POOR             USPSQD
 AW2035  HISTORY     - 19950419 GOOD             HGCSD
 AW2035  HISTORY     - 20040216 GOOD             USPSQD
 AW2035  HISTORY     - 20050217 GOOD             USPSQD
 AW2035
 AW2035                          STATION DESCRIPTION
 AW2035
 AW2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2035'1.25 MI N FROM ARCOLA.
 AW2035'1.25 MILES NORTH ALONG STATE HIGHWAY 288 FROM THE INTERSECTION OF
 AW2035'STATE HIGHWAY 6 AT ARCOLA, AT THE INTERSECTION OF RABB ROAD WEST AND
 AW2035'SYCAMORE STREET EAST, IN THE TOP AND 2.0 FEET EAST OF THE WEST END OF
 AW2035'THE SOUTH CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE ROAD,
 AW2035'75 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET SOUTH OF THE
 AW2035'CENTER LINE OF THE ROAD, AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
 AW2035
 AW2035                          STATION RECOVERY (1978)
 AW2035
 AW2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2035'RECOVERED IN GOOD CONDITION.
 AW2035
 AW2035                          STATION RECOVERY (1987)
 AW2035
 AW2035'RECOVERY NOTE BY US POWER SQUADRON 1987 (BB)
 AW2035'RECOVERED IN GOOD CONDITION.
 AW2035
 AW2035                          STATION RECOVERY (1987)
 AW2035
 AW2035'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWS)
 AW2035'RECOVERED IN GOOD CONDITION.
 AW2035
 AW2035                          STATION RECOVERY (1987)
 AW2035
 AW2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW2035'RECOVERED IN GOOD CONDITION.
 AW2035
 AW2035                          STATION RECOVERY (1988)
 AW2035
 AW2035'RECOVERY NOTE BY US POWER SQUADRON 1988 (CD)
 AW2035'RECOVERED IN GOOD CONDITION.
 AW2035
 AW2035                          STATION RECOVERY (1988)
 AW2035
 AW2035'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW2035'RECOVERED IN GOOD CONDITION.
 AW2035
 AW2035                          STATION RECOVERY (1988)
 AW2035
 AW2035'RECOVERY NOTE BY US POWER SQUADRON 1988 (BB)
 AW2035'MARK RECOVERED IN POOR CONDITION.
 AW2035
 AW2035                          STATION RECOVERY (1989)
 AW2035
 AW2035'RECOVERY NOTE BY US POWER SQUADRON 1989 (LD)
 AW2035'RECOVERED IN GOOD CONDITION.
 AW2035
 AW2035                          STATION RECOVERY (1989)
 AW2035
 AW2035'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW2035'RECOVERED IN GOOD CONDITION.
 AW2035
 AW2035                          STATION RECOVERY (1989)
 AW2035
 AW2035'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJG)
 AW2035'RECOVERED IN GOOD CONDITION.
 AW2035
 AW2035                          STATION RECOVERY (1990)
 AW2035
 AW2035'RECOVERY NOTE BY US POWER SQUADRON 1990 (MGB)
 AW2035'RECOVERED IN GOOD CONDITION.
 AW2035
 AW2035                          STATION RECOVERY (1990)
 AW2035
 AW2035'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLH)
 AW2035'RECOVERED IN GOOD CONDITION.
 AW2035
 AW2035                          STATION RECOVERY (1994)
 AW2035
 AW2035'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2035'MARK RECOVERED IN POOR CONDITION.
 AW2035
 AW2035                          STATION RECOVERY (1995)
 AW2035
 AW2035'RECOVERY NOTE BY HARRIS-GALV CO DIST 1995 (JCH)
 AW2035'RECOVERED AS DESCRIBED.
 AW2035
 AW2035                          STATION RECOVERY (2004)
 AW2035
 AW2035'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW2035'GO TO N 29 30 29.2  W 095 27 15.1
 AW2035
 AW2035                          STATION RECOVERY (2005)
 AW2035
 AW2035'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AW2035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2327 ***********************************************************************
 AW2327  DESIGNATION -  L 669
 AW2327  PID         -  AW2327
 AW2327  STATE/COUNTY-  TX/HARRIS
 AW2327  USGS QUAD   -  BELLAIRE (1995)
 AW2327
 AW2327                         *CURRENT SURVEY CONTROL
 AW2327  ___________________________________________________________________
 AW2327* NAD 83(1986)-  29 43 56.     (N)    095 27 59.     (W)     SCALED    
 AW2327* NAVD 88     -        18.37   (+/-2cm)      60.3    (feet)  VERTCON   
 AW2327  ___________________________________________________________________
 AW2327  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW2327
 AW2327  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2327
 AW2327.The horizontal coordinates were scaled from a topographic map and have
 AW2327.an estimated accuracy of +/- 6 seconds.
 AW2327
 AW2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2327.The vertical order pertains to the NGVD 29 superseded value.
 AW2327
 AW2327.The geoid height was determined by GEOID03.
 AW2327
 AW2327;                    North         East    Units  Estimated Accuracy
 AW2327;SPC TXSC     - 4,215,610.      941,770.      MT  (+/- 180 meters Scaled)
 AW2327
 AW2327                          SUPERSEDED SURVEY CONTROL
 AW2327
 AW2327  NGVD 29 (??/??/92)   18.365  (m)           60.25   (f) ADJ UNCH    1 2
 AW2327
 AW2327.Superseded values are not recommended for survey control.
 AW2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2327.See file dsdata.txt to determine how the superseded data were derived.
 AW2327
 AW2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN614916(NAD 83)
 AW2327_MARKER: DB = BENCH MARK DISK
 AW2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW2327_STAMPING: L 669 1942
 AW2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2327+STABILITY: SURFACE MOTION
 AW2327
 AW2327  HISTORY     - Date     Condition        Report By
 AW2327  HISTORY     - 1942     MONUMENTED       CGS
 AW2327  HISTORY     - 1973     GOOD             NGS
 AW2327  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW2327  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2327  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW2327
 AW2327                          STATION DESCRIPTION
 AW2327
 AW2327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2327'1.85 MI N FROM BALLAIRE.
 AW2327'1.85 MILES NORTH ALONG RICE AVENUE FROM THE JUNCTION OF BELLAIRE
 AW2327'BOULEVARD AT BELLAIRE, AT THE NORTHEAST CORNER OF RICHMOND AVENUE, 35
 AW2327'1/2 FEET EAST OF THE CENTER LINE OF RICE AVENUE, 141 FEET NORTH OF THE
 AW2327'NORTH CURB OF RICHMOND AVENUE, 15 FEET SOUTH OF THE EXTENDED CENTER
 AW2327'LINE OF MCCULLOCH AVENUE, 42 1/2 FEET WEST OF A POWER POLE BEARING A
 AW2327'TRANSFORMER, 11 FEET EAST OF A POWER POLE, 73.0 FEET NORTHWEST OF THE
 AW2327'NORTHWEST CORNER OF A SERVICE STATION, 5.0 FEET NORTH OF THE NORTH
 AW2327'CONCRETE CURB OF A PARKING LOT, ABOUT LEVEL WITH THE AVENUE, AND SET
 AW2327'IN THE TOP OF A CONCRETE POST 0.4 FOOT UNDERGROUND.
 AW2327
 AW2327                          STATION RECOVERY (1978)
 AW2327
 AW2327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2327'NOT RECOVERED.  NOTE=THIS MARK IS NOW UNDER CONCRETE OF A PARKING
 AW2327'LOT.
 AW2327
 AW2327                          STATION RECOVERY (1983)
 AW2327
 AW2327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2327'NOT RECOVERED, KNOCKED OUT BY CONSTRUCTION.
 AW2327
 AW2327                          STATION RECOVERY (1993)
 AW2327
 AW2327'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW2327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3332 ***********************************************************************
 AW3332  DESIGNATION -  L 669 A
 AW3332  PID         -  AW3332
 AW3332  STATE/COUNTY-  TX/HARRIS
 AW3332  USGS QUAD   -  BELLAIRE (1995)
 AW3332
 AW3332                         *CURRENT SURVEY CONTROL
 AW3332  ___________________________________________________________________
 AW3332* NAD 83(1986)-  29 44 04.     (N)    095 27 36.     (W)     SCALED    
 AW3332* NAVD 88     -        19.30   (+/-2cm)      63.3    (feet)  VERTCON   
 AW3332  ___________________________________________________________________
 AW3332  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AW3332
 AW3332  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW3332
 AW3332.The horizontal coordinates were scaled from a topographic map and have
 AW3332.an estimated accuracy of +/- 6 seconds.
 AW3332
 AW3332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3332.The vertical order pertains to the NGVD 29 superseded value.
 AW3332
 AW3332.The geoid height was determined by GEOID03.
 AW3332
 AW3332;                    North         East    Units  Estimated Accuracy
 AW3332;SPC TXSC     - 4,215,880.      942,380.      MT  (+/- 180 meters Scaled)
 AW3332
 AW3332                          SUPERSEDED SURVEY CONTROL
 AW3332
 AW3332  NGVD 29 (??/??/92)   19.291  (m)           63.29   (f) ADJ UNCH    1 2
 AW3332
 AW3332.Superseded values are not recommended for survey control.
 AW3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3332.See file dsdata.txt to determine how the superseded data were derived.
 AW3332
 AW3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN620918(NAD 83)
 AW3332_MARKER: DB = BENCH MARK DISK
 AW3332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3332_SP_SET: CONCRETE BASE
 AW3332_STAMPING: L 669 A 1955
 AW3332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3332
 AW3332  HISTORY     - Date     Condition        Report By
 AW3332  HISTORY     - 1955     MONUMENTED       CGS
 AW3332  HISTORY     - 1964     GOOD             NGS
 AW3332  HISTORY     - 1973     MARK NOT FOUND   NGS
 AW3332  HISTORY     - 19931030 MARK NOT FOUND   USPSQD
 AW3332
 AW3332                          STATION DESCRIPTION
 AW3332
 AW3332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AW3332'2.6 MI N FROM BELLAIRE.
 AW3332'ABOUT 0.25 MILE EAST ALONG CEDAR STREET FROM THE POST OFFICE AT
 AW3332'BELLAIRE, THENCE 1.7 MILES NORTH ALONG RICE AVENUE, THENCE 0.45 MILE
 AW3332'EAST ALONG RICHMOND AVENUE, THENCE 0.2 MILE NORTH ALONG POST OAK ROAD,
 AW3332'ABOUT 0.1 MILE WEST OF POST OAK ROAD, SET IN THE TOP OF THE WEST EDGE
 AW3332'OF THE CONCRETE BASE OF THE KPRC TELEVISION TOWER WHICH IS 687.5 FEET
 AW3332'HIGH, AND ABOUT 2 FOOT ABOVE THE LEVEL OF THE GROUND.
 AW3332
 AW3332                          STATION RECOVERY (1973)
 AW3332
 AW3332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AW3332'MARK NOT FOUND.
 AW3332
 AW3332                          STATION RECOVERY (1993)
 AW3332
 AW3332'RECOVERY NOTE BY US POWER SQUADRON 1993
 AW3332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1032 ***********************************************************************
 AB1032  DESIGNATION -  L 670
 AB1032  PID         -  AB1032
 AB1032  STATE/COUNTY-  TX/KENEDY
 AB1032  USGS QUAD   -  ROSITA LAKE (1975)
 AB1032
 AB1032                         *CURRENT SURVEY CONTROL
 AB1032  ___________________________________________________________________
 AB1032* NAD 83(1986)-  26 43 53.     (N)    097 39 43.     (W)     SCALED    
 AB1032* NAVD 88     -         4.788  (meters)      15.71   (feet)  ADJUSTED  
 AB1032  ___________________________________________________________________
 AB1032  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AB1032  DYNAMIC HT  -           4.781 (meters)      15.69  (feet)  COMP
 AB1032  MODELED GRAV-     979,071.7   (mgal)                       NAVD 88
 AB1032
 AB1032  VERT ORDER  -  SECOND    CLASS 0
 AB1032
 AB1032.The horizontal coordinates were scaled from a topographic map and have
 AB1032.an estimated accuracy of +/- 6 seconds.
 AB1032
 AB1032.The orthometric height was determined by differential leveling
 AB1032.and adjusted by the National Geodetic Survey in June 1991..
 AB1032
 AB1032.The geoid height was determined by GEOID03.
 AB1032
 AB1032.The dynamic height is computed by dividing the NAVD 88
 AB1032.geopotential number by the normal gravity value computed on the
 AB1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1032.degrees latitude (g = 980.6199 gals.).
 AB1032
 AB1032.The modeled gravity was interpolated from observed gravity values.
 AB1032
 AB1032;                    North         East    Units  Estimated Accuracy
 AB1032;SPC TX S     - 5,118,240.      383,370.      MT  (+/- 180 meters Scaled)
 AB1032
 AB1032                          SUPERSEDED SURVEY CONTROL
 AB1032
 AB1032  NGVD 29 (??/??/92)    4.869  (m)           15.97   (f) ADJ UNCH    2 0
 AB1032
 AB1032.Superseded values are not recommended for survey control.
 AB1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1032.See file dsdata.txt to determine how the superseded data were derived.
 AB1032
 AB1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ330573(NAD 83)
 AB1032_MARKER: DB = BENCH MARK DISK
 AB1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1032_STAMPING: L 670 1942
 AB1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1032+STABILITY: SURFACE MOTION
 AB1032
 AB1032  HISTORY     - Date     Condition        Report By
 AB1032  HISTORY     - 1942     MONUMENTED       CGS
 AB1032  HISTORY     - 1956     GOOD             USGS
 AB1032
 AB1032                          STATION DESCRIPTION
 AB1032
 AB1032'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB1032'3.5 MI SE FROM NORIAS RANCH.
 AB1032'FROM NORIAS RANCH PROCEED 1.1 MILE SOUTHEAST ALONG HARD SURFACE ROAD
 AB1032'TO A GATE, 0.7 MILE THRU GATE TO TRACK ROAD S., 1.9 MILE ALONG TRACK
 AB1032'ROAD, IN A SMALL OPEN FLAT, 23 FEET EAST OF CENTERLINE ROAD, AND SET
 AB1032'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0503 ***********************************************************************
 AB0503  DESIGNATION -  L 671
 AB0503  PID         -  AB0503
 AB0503  STATE/COUNTY-  TX/WILLACY
 AB0503  USGS QUAD   -  SAN PERLITA SOUTH (1980)
 AB0503
 AB0503                         *CURRENT SURVEY CONTROL
 AB0503  ___________________________________________________________________
 AB0503* NAD 83(1986)-  26 28 50.     (N)    097 37 46.     (W)     SCALED    
 AB0503* NAVD 88     -         6.333  (meters)      20.78   (feet)  ADJUSTED  
 AB0503  ___________________________________________________________________
 AB0503  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AB0503  DYNAMIC HT  -           6.323 (meters)      20.74  (feet)  COMP
 AB0503  MODELED GRAV-     979,057.5   (mgal)                       NAVD 88
 AB0503
 AB0503  VERT ORDER  -  SECOND    CLASS 0
 AB0503
 AB0503.The horizontal coordinates were scaled from a topographic map and have
 AB0503.an estimated accuracy of +/- 6 seconds.
 AB0503
 AB0503.The orthometric height was determined by differential leveling
 AB0503.and adjusted by the National Geodetic Survey in June 1991..
 AB0503
 AB0503.The geoid height was determined by GEOID03.
 AB0503
 AB0503.The dynamic height is computed by dividing the NAVD 88
 AB0503.geopotential number by the normal gravity value computed on the
 AB0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0503.degrees latitude (g = 980.6199 gals.).
 AB0503
 AB0503.The modeled gravity was interpolated from observed gravity values.
 AB0503
 AB0503;                    North         East    Units  Estimated Accuracy
 AB0503;SPC TX S     - 5,090,470.      386,790.      MT  (+/- 180 meters Scaled)
 AB0503
 AB0503                          SUPERSEDED SURVEY CONTROL
 AB0503
 AB0503  NGVD 29 (??/??/92)    6.399  (m)           20.99   (f) ADJ UNCH    2 0
 AB0503
 AB0503.Superseded values are not recommended for survey control.
 AB0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0503.See file dsdata.txt to determine how the superseded data were derived.
 AB0503
 AB0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ366296(NAD 83)
 AB0503_MARKER: DB = BENCH MARK DISK
 AB0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0503_SP_SET: CULVERT
 AB0503_STAMPING: L 671 1942
 AB0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0503
 AB0503  HISTORY     - Date     Condition        Report By
 AB0503  HISTORY     - 1942     MONUMENTED       CGS
 AB0503  HISTORY     - 1964     GOOD             NGS
 AB0503  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0503  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0503
 AB0503                          STATION DESCRIPTION
 AB0503
 AB0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 AB0503'9.5 MI E FROM RAYMONDVILLE.
 AB0503'8.7 MILES EAST ALONG STATE HIGHWAY 186 FROM THE MISSOURI PACIFIC
 AB0503'RAILROAD STATION AT RAYMONDVILLE, WILLACY COUNTY, THENCE 0.8 MILE EAST
 AB0503'ALONG A PAVED ROAD FROM THE JUNCTION OF THE ROAD LEADING TO SAN
 AB0503'PERLITA.  0.1 MILE WEST OF A RAILROAD CROSSING, 16 FEET SOUTH OF AND
 AB0503'ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, AT A 3- BY
 AB0503'3-FOOT CONCRETE BOX CULVERT, AND IN THE TOP OF THE EAST END OF THE
 AB0503'SOUTH HEAD WALL.  A STANDARD DISK, STAMPED L 671 1942.
 AB0503
 AB0503                          STATION RECOVERY (1987)
 AB0503
 AB0503'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0503'MARK NOT FOUND.
 AB0503
 AB0503                          STATION RECOVERY (1988)
 AB0503
 AB0503'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1068 ***********************************************************************
 AB1068  DESIGNATION -  L 672
 AB1068  PID         -  AB1068
 AB1068  STATE/COUNTY-  TX/KENEDY
 AB1068  USGS QUAD   -  LOS AMIGOS WINDMILL (1975)
 AB1068
 AB1068                         *CURRENT SURVEY CONTROL
 AB1068  ___________________________________________________________________
 AB1068* NAD 83(1986)-  26 48 31.     (N)    097 33 56.     (W)     SCALED    
 AB1068* NAVD 88     -         3.400  (meters)      11.15   (feet)  ADJUSTED  
 AB1068  ___________________________________________________________________
 AB1068  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AB1068  DYNAMIC HT  -           3.395 (meters)      11.14  (feet)  COMP
 AB1068  MODELED GRAV-     979,083.6   (mgal)                       NAVD 88
 AB1068
 AB1068  VERT ORDER  -  SECOND    CLASS 0
 AB1068
 AB1068.The horizontal coordinates were scaled from a topographic map and have
 AB1068.an estimated accuracy of +/- 6 seconds.
 AB1068
 AB1068.The orthometric height was determined by differential leveling
 AB1068.and adjusted by the National Geodetic Survey in June 1991..
 AB1068
 AB1068.The geoid height was determined by GEOID03.
 AB1068
 AB1068.The dynamic height is computed by dividing the NAVD 88
 AB1068.geopotential number by the normal gravity value computed on the
 AB1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1068.degrees latitude (g = 980.6199 gals.).
 AB1068
 AB1068.The modeled gravity was interpolated from observed gravity values.
 AB1068
 AB1068;                    North         East    Units  Estimated Accuracy
 AB1068;SPC TX S     - 5,126,860.      392,900.      MT  (+/- 180 meters Scaled)
 AB1068
 AB1068                          SUPERSEDED SURVEY CONTROL
 AB1068
 AB1068  NGVD 29 (??/??/92)    3.484  (m)           11.43   (f) ADJ UNCH    2 0
 AB1068
 AB1068.Superseded values are not recommended for survey control.
 AB1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1068.See file dsdata.txt to determine how the superseded data were derived.
 AB1068
 AB1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ425660(NAD 83)
 AB1068_MARKER: DB = BENCH MARK DISK
 AB1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1068_STAMPING: L 672 1942
 AB1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1068+STABILITY: SURFACE MOTION
 AB1068
 AB1068  HISTORY     - Date     Condition        Report By
 AB1068  HISTORY     - 1942     MONUMENTED       CGS
 AB1068  HISTORY     - 1950     GOOD             NGS
 AB1068
 AB1068                          STATION DESCRIPTION
 AB1068
 AB1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1068'11.6 MI NE FROM NORIAS RANCH.
 AB1068'TO REACH FROM THE COMMISSARY AT THE NORIAS RANCH, PROCEED EASTERLY ON
 AB1068'TRACK ROAD AND GO 1.4 MILES TO A GATE AND FORK IN ROAD, PASS THROUGH
 AB1068'GATE AND TAKE LEFT FORK (ROAD TO SANTA CRUZ WINDMILL), CONTINUE
 AB1068'NORTHESTERLY 8.1 MILES TO A LARGE ROUND CONCRETE WATER TANK, PASS TANK
 AB1068'AND CONTINUE NORTHEASTERLY 2.1 MILES TO SITE OF BENCH MARK. BENCH MARK
 AB1068'IS IN A LARGE OPEN FLAT, 14.0 FEET SOUTH OF AND ABOUT THE SAME
 AB1068'ELEVATION AS THE CENTERLINE OF THE ROAD, AND 3.0 FEET EAST OF A 4 BY 4
 AB1068'INCH WOODEN MARKER POST.
 AB1068
 AB1068                          STATION RECOVERY (1950)
 AB1068
 AB1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 AB1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB1070 ***********************************************************************
 AB1070  DESIGNATION -  L 673
 AB1070  PID         -  AB1070
 AB1070  STATE/COUNTY-  TX/KENEDY
 AB1070  USGS QUAD   -  YTURRIA (1982)
 AB1070
 AB1070                         *CURRENT SURVEY CONTROL
 AB1070  ___________________________________________________________________
 AB1070* NAD 83(1986)-  26 35 53.     (N)    097 45 15.     (W)     SCALED    
 AB1070* NAVD 88     -         8.600  (meters)      28.22   (feet)  ADJUSTED  
 AB1070  ___________________________________________________________________
 AB1070  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 AB1070  DYNAMIC HT  -           8.586 (meters)      28.17  (feet)  COMP
 AB1070  MODELED GRAV-     979,056.3   (mgal)                       NAVD 88
 AB1070
 AB1070  VERT ORDER  -  FIRST     CLASS II
 AB1070
 AB1070.The horizontal coordinates were scaled from a topographic map and have
 AB1070.an estimated accuracy of +/- 6 seconds.
 AB1070
 AB1070.The orthometric height was determined by differential leveling
 AB1070.and adjusted by the National Geodetic Survey in June 1991..
 AB1070
 AB1070.The geoid height was determined by GEOID03.
 AB1070
 AB1070.The dynamic height is computed by dividing the NAVD 88
 AB1070.geopotential number by the normal gravity value computed on the
 AB1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB1070.degrees latitude (g = 980.6199 gals.).
 AB1070
 AB1070.The modeled gravity was interpolated from observed gravity values.
 AB1070
 AB1070;                    North         East    Units  Estimated Accuracy
 AB1070;SPC TX S     - 5,103,410.      374,280.      MT  (+/- 180 meters Scaled)
 AB1070
 AB1070                          SUPERSEDED SURVEY CONTROL
 AB1070
 AB1070  NGVD 29 (??/??/92)    8.685  (m)           28.49   (f) ADJ UNCH    1 2
 AB1070
 AB1070.Superseded values are not recommended for survey control.
 AB1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB1070.See file dsdata.txt to determine how the superseded data were derived.
 AB1070
 AB1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ240425(NAD 83)
 AB1070_MARKER: DB = BENCH MARK DISK
 AB1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB1070_STAMPING: L 673 1942
 AB1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB1070+STABILITY: SURFACE MOTION
 AB1070
 AB1070  HISTORY     - Date     Condition        Report By
 AB1070  HISTORY     - 1942     MONUMENTED       CGS
 AB1070  HISTORY     - 1951     GOOD             NGS
 AB1070
 AB1070                          STATION DESCRIPTION
 AB1070
 AB1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB1070'8.7 MI NE FROM RAYMONDVILLE.
 AB1070'TO REACH FROM THE MISSOURI PACIFIC RAILROAD STATION AT RAYMONDVILLE.
 AB1070'PROCEED NORTHERLY ON STATE HIGHWAY NO. 96, GO 7.9 MILES TO THE
 AB1070'KENEDY-WILLACY COUNTY LINE, TURN EAST (RIGHT) ONTO TRAIL ALONG THE
 AB1070'NORTH SIDE OF THE COUNTY LINE FENCE AND GO 0.8 MILE TO SITE OF BENCH
 AB1070'MARK.  BENCH MARK IS ABOUT 0.1 MILE WEST OF A NORTH-SOUTH FENCE, 3.0
 AB1070'FEET EAST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.5 FEET NORTH OF
 AB1070'THE COUNTY LINE FENCE.
 AB1070
 AB1070                          STATION RECOVERY (1951)
 AB1070
 AB1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0527 ***********************************************************************
 AB0527  DESIGNATION -  L 674 RESET 1950
 AB0527  PID         -  AB0527
 AB0527  STATE/COUNTY-  TX/WILLACY
 AB0527  USGS QUAD   -  WILLAMAR SW (1983)
 AB0527
 AB0527                         *CURRENT SURVEY CONTROL
 AB0527  ___________________________________________________________________
 AB0527* NAD 83(1986)-  26 21 27.     (N)    097 42 40.     (W)     SCALED    
 AB0527* NAVD 88     -        10.876  (meters)      35.68   (feet)  ADJUSTED  
 AB0527  ___________________________________________________________________
 AB0527  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 AB0527  DYNAMIC HT  -          10.859 (meters)      35.63  (feet)  COMP
 AB0527  MODELED GRAV-     979,045.0   (mgal)                       NAVD 88
 AB0527
 AB0527  VERT ORDER  -  FIRST     CLASS II
 AB0527
 AB0527.The horizontal coordinates were scaled from a topographic map and have
 AB0527.an estimated accuracy of +/- 6 seconds.
 AB0527
 AB0527.The orthometric height was determined by differential leveling
 AB0527.and adjusted by the National Geodetic Survey in June 1991..
 AB0527
 AB0527.The geoid height was determined by GEOID03.
 AB0527
 AB0527.The dynamic height is computed by dividing the NAVD 88
 AB0527.geopotential number by the normal gravity value computed on the
 AB0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0527.degrees latitude (g = 980.6199 gals.).
 AB0527
 AB0527.The modeled gravity was interpolated from observed gravity values.
 AB0527
 AB0527;                    North         East    Units  Estimated Accuracy
 AB0527;SPC TX S     - 5,076,790.      378,740.      MT  (+/- 180 meters Scaled)
 AB0527
 AB0527                          SUPERSEDED SURVEY CONTROL
 AB0527
 AB0527  NGVD 29 (??/??/92)   10.948  (m)           35.92   (f) ADJ UNCH    1 2
 AB0527
 AB0527.Superseded values are not recommended for survey control.
 AB0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0527.See file dsdata.txt to determine how the superseded data were derived.
 AB0527
 AB0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ286159(NAD 83)
 AB0527_MARKER: DB = BENCH MARK DISK
 AB0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0527_STAMPING: L 674 1942 RESET 1950
 AB0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0527+STABILITY: SURFACE MOTION
 AB0527
 AB0527  HISTORY     - Date     Condition        Report By
 AB0527  HISTORY     - 1950     MONUMENTED       CGS
 AB0527  HISTORY     - 1951     GOOD             NGS
 AB0527  HISTORY     - 1987     GOOD             USPSQD
 AB0527  HISTORY     - 1988     GOOD             USPSQD
 AB0527
 AB0527                          STATION DESCRIPTION
 AB0527
 AB0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0527'5.8 MI NE FROM SEBASTIAN.
 AB0527'0.9 MILE NORTH ALONG U.S. HIGHWAY 77 FROM THE ST. LOUIS, BROWNSVILLE
 AB0527'AND MEXICO RAILROAD STATION AT SEBASTIAN, THENCE 4.9 MILES EAST ALONG
 AB0527'FARM ROAD 1018, 36 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 AB0527'ROAD, 39 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 24
 AB0527'FEET WEST OF A FENCE CORNER, 4 FEET EAST OF A POWER POLE, 1 FOOT SOUTH
 AB0527'OF A FENCE, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 AB0527'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AB0527
 AB0527                          STATION RECOVERY (1987)
 AB0527
 AB0527'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0527'RECOVERED IN GOOD CONDITION.
 AB0527
 AB0527                          STATION RECOVERY (1988)
 AB0527
 AB0527'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0629 ***********************************************************************
 AB0629  DESIGNATION -  L 675
 AB0629  PID         -  AB0629
 AB0629  STATE/COUNTY-  TX/CAMERON
 AB0629  USGS QUAD   -  PASO REAL (1980)
 AB0629
 AB0629                         *CURRENT SURVEY CONTROL
 AB0629  ___________________________________________________________________
 AB0629* NAD 83(1986)-  26 16 10.     (N)    097 31 33.     (W)     SCALED    
 AB0629* NAVD 88     -         3.943  (meters)      12.94   (feet)  ADJUSTED  
 AB0629  ___________________________________________________________________
 AB0629  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 AB0629  DYNAMIC HT  -           3.937 (meters)      12.92  (feet)  COMP
 AB0629  MODELED GRAV-     979,052.7   (mgal)                       NAVD 88
 AB0629
 AB0629  VERT ORDER  -  SECOND    CLASS 0
 AB0629
 AB0629.The horizontal coordinates were scaled from a topographic map and have
 AB0629.an estimated accuracy of +/- 6 seconds.
 AB0629
 AB0629.The orthometric height was determined by differential leveling
 AB0629.and adjusted by the National Geodetic Survey in June 1991..
 AB0629
 AB0629.The geoid height was determined by GEOID03.
 AB0629
 AB0629.The dynamic height is computed by dividing the NAVD 88
 AB0629.geopotential number by the normal gravity value computed on the
 AB0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0629.degrees latitude (g = 980.6199 gals.).
 AB0629
 AB0629.The modeled gravity was interpolated from observed gravity values.
 AB0629
 AB0629;                    North         East    Units  Estimated Accuracy
 AB0629;SPC TX S     - 5,067,160.      397,300.      MT  (+/- 180 meters Scaled)
 AB0629
 AB0629                          SUPERSEDED SURVEY CONTROL
 AB0629
 AB0629  NGVD 29 (??/??/92)    4.046  (m)           13.27   (f) ADJ UNCH    2 0
 AB0629
 AB0629.Superseded values are not recommended for survey control.
 AB0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0629.See file dsdata.txt to determine how the superseded data were derived.
 AB0629
 AB0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ472063(NAD 83)
 AB0629_MARKER: DB = BENCH MARK DISK
 AB0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0629_STAMPING: L 675 1942
 AB0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0629+STABILITY: SURFACE MOTION
 AB0629
 AB0629  HISTORY     - Date     Condition        Report By
 AB0629  HISTORY     - 1942     MONUMENTED       CGS
 AB0629  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0629  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0629
 AB0629                          STATION DESCRIPTION
 AB0629
 AB0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0629'6.0 MI NE FROM RIO HONDO.
 AB0629'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0629'HONDO, CAMERON COUNTY, 2.1 MILES EAST ALONG A PAVED ROAD, 3.0 MILES
 AB0629'NORTH ALONG FARM MARKET ROAD 106.  AT A ROAD INTERSECTION, 60 FEET
 AB0629'EAST OF THE CENTERLINE OF THE MAIN ROAD, 30 FEET SOUTH OF THE
 AB0629'CENTERLINE OF THE EAST-AND-WEST ROAD, 3 FEET WEST OF A WHITE WOODEN
 AB0629'WITNESS POST, AND 1.5 FEET NORTH OF A RIGHT-OF-WAY FENCE.  A STANDARD
 AB0629'DISK, STAMPED L 675 1942 AND SET IN THE TOP OF A CONCRETE POST
 AB0629'PROJECTING 0.5 FOOT ABOVE GROUND.
 AB0629
 AB0629                          STATION RECOVERY (1987)
 AB0629
 AB0629'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0629'MARK NOT FOUND.
 AB0629
 AB0629                          STATION RECOVERY (1988)
 AB0629
 AB0629'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAK)
 AB0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0309 ***********************************************************************
 AB0309  DESIGNATION -  L 676
 AB0309  PID         -  AB0309
 AB0309  STATE/COUNTY-  TX/CAMERON
 AB0309  USGS QUAD   -  LA LEONA (1982)
 AB0309
 AB0309                         *CURRENT SURVEY CONTROL
 AB0309  ___________________________________________________________________
 AB0309* NAD 83(1986)-  26 18 20.     (N)    097 27 20.     (W)     SCALED    
 AB0309* NAVD 88     -         3.821  (meters)      12.54   (feet)  ADJUSTED  
 AB0309  ___________________________________________________________________
 AB0309  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 AB0309  DYNAMIC HT  -           3.815 (meters)      12.52  (feet)  COMP
 AB0309  MODELED GRAV-     979,061.4   (mgal)                       NAVD 88
 AB0309
 AB0309  VERT ORDER  -  SECOND    CLASS 0
 AB0309
 AB0309.The horizontal coordinates were scaled from a topographic map and have
 AB0309.an estimated accuracy of +/- 6 seconds.
 AB0309
 AB0309.The orthometric height was determined by differential leveling
 AB0309.and adjusted by the National Geodetic Survey in June 1991..
 AB0309
 AB0309.The geoid height was determined by GEOID03.
 AB0309
 AB0309.The dynamic height is computed by dividing the NAVD 88
 AB0309.geopotential number by the normal gravity value computed on the
 AB0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0309.degrees latitude (g = 980.6199 gals.).
 AB0309
 AB0309.The modeled gravity was interpolated from observed gravity values.
 AB0309
 AB0309;                    North         East    Units  Estimated Accuracy
 AB0309;SPC TX S     - 5,071,220.      404,290.      MT  (+/- 180 meters Scaled)
 AB0309
 AB0309                          SUPERSEDED SURVEY CONTROL
 AB0309
 AB0309  NGVD 29 (??/??/92)    3.926  (m)           12.88   (f) ADJ UNCH    2 0
 AB0309
 AB0309.Superseded values are not recommended for survey control.
 AB0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0309.See file dsdata.txt to determine how the superseded data were derived.
 AB0309
 AB0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ541104(NAD 83)
 AB0309_MARKER: DB = BENCH MARK DISK
 AB0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0309_STAMPING: L 676 1942
 AB0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0309+STABILITY: SURFACE MOTION
 AB0309
 AB0309  HISTORY     - Date     Condition        Report By
 AB0309  HISTORY     - 1942     MONUMENTED       CGS
 AB0309  HISTORY     - 1954     POOR             USGS
 AB0309  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0309  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0309  HISTORY     - 19930217 MARK NOT FOUND   USPSQD
 AB0309
 AB0309                          STATION DESCRIPTION
 AB0309
 AB0309'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0309'0.9 MI E FROM RIO HONDO.
 AB0309'0.9 MILE EAST ALONG STATE HIGHWAY 345 FROM THE HIGH SCHOOL AT RIO
 AB0309'HONDO, CAMERON COUNTY, 6.3 MILES EAST ALONG A PAVED ROAD, AND 6.1
 AB0309'MILES NORTH ALONG A GRADED ROAD.  1.4 MILES SOUTH OF ARROYO COLORADO,
 AB0309'0.8 MILE NORTH OF THE ENTRANCE TO THE NUEVO RANCH, 130 FEET NORTH OF
 AB0309'BROWNSVILLE 28 MILES CONCRETE MILEPOST, 42 FEET WEST OF AND LEVEL WITH
 AB0309'THE CENTERLINE OF THE ROAD.  3 FEET SOUTH OF A WHITE WOODEN WITNESS
 AB0309'POST, AND 1.5 FEET WEST OF A RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 AB0309'STAMPED L 676 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0309'0.6 FOOT ABOVE GROUND.  NOTE-- THE MARK HAS BEEN STRUCK BY A TRACTOR
 AB0309'DURING PLOUGHING AND IT IS LEANING.
 AB0309
 AB0309                          STATION RECOVERY (1987)
 AB0309
 AB0309'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0309'MARK NOT FOUND.
 AB0309
 AB0309                          STATION RECOVERY (1991)
 AB0309
 AB0309'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0309'MARK NOT FOUND.
 AB0309
 AB0309                          STATION RECOVERY (1993)
 AB0309
 AB0309'RECOVERY NOTE BY US POWER SQUADRON 1993
 AB0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0641 ***********************************************************************
 AB0641  DESIGNATION -  L 677
 AB0641  PID         -  AB0641
 AB0641  STATE/COUNTY-  TX/CAMERON
 AB0641  USGS QUAD   -  RIO HONDO (1980)
 AB0641
 AB0641                         *CURRENT SURVEY CONTROL
 AB0641  ___________________________________________________________________
 AB0641* NAD 83(1986)-  26 08 24.     (N)    097 34 19.     (W)     SCALED    
 AB0641* NAVD 88     -         8.968  (meters)      29.42   (feet)  ADJUSTED  
 AB0641  ___________________________________________________________________
 AB0641  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 AB0641  DYNAMIC HT  -           8.954 (meters)      29.38  (feet)  COMP
 AB0641  MODELED GRAV-     979,039.2   (mgal)                       NAVD 88
 AB0641
 AB0641  VERT ORDER  -  SECOND    CLASS 0
 AB0641
 AB0641.The horizontal coordinates were scaled from a topographic map and have
 AB0641.an estimated accuracy of +/- 6 seconds.
 AB0641
 AB0641.The orthometric height was determined by differential leveling
 AB0641.and adjusted by the National Geodetic Survey in June 1991..
 AB0641
 AB0641.The geoid height was determined by GEOID03.
 AB0641
 AB0641.The dynamic height is computed by dividing the NAVD 88
 AB0641.geopotential number by the normal gravity value computed on the
 AB0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0641.degrees latitude (g = 980.6199 gals.).
 AB0641
 AB0641.The modeled gravity was interpolated from observed gravity values.
 AB0641
 AB0641;                    North         East    Units  Estimated Accuracy
 AB0641;SPC TX S     - 5,052,780.      392,800.      MT  (+/- 180 meters Scaled)
 AB0641
 AB0641                          SUPERSEDED SURVEY CONTROL
 AB0641
 AB0641  NGVD 29 (??/??/92)    9.075  (m)           29.77   (f) ADJ UNCH    2 0
 AB0641
 AB0641.Superseded values are not recommended for survey control.
 AB0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0641.See file dsdata.txt to determine how the superseded data were derived.
 AB0641
 AB0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP427919(NAD 83)
 AB0641_MARKER: DB = BENCH MARK DISK
 AB0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0641_SP_SET: SYPHON
 AB0641_STAMPING: L 677 1942
 AB0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0641
 AB0641  HISTORY     - Date     Condition        Report By
 AB0641  HISTORY     - 1942     MONUMENTED       CGS
 AB0641  HISTORY     - 1987     GOOD             USPSQD
 AB0641  HISTORY     - 1987     GOOD             USPSQD
 AB0641  HISTORY     - 1987     GOOD             USPSQD
 AB0641  HISTORY     - 1988     GOOD             USPSQD
 AB0641  HISTORY     - 1988     GOOD             USPSQD
 AB0641
 AB0641                          STATION DESCRIPTION
 AB0641
 AB0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0641'4.5 MI E FROM SAN BENITO.
 AB0641'4.5 MILES EAST ALONG STATE HIGHWAY 345 FROM THE POST OFFICE AT SAN
 AB0641'BENITO, CAMERON COUNTY, 2.7 MILES SOUTHEAST ALONG A PAVED ROAD LEADING
 AB0641'TO BAYVIEW.  AT A ROAD INTERSECTION, 48 FEET EAST OF THE CENTERLINE OF
 AB0641'THE NORTH-AND-SOUTH ROAD, 15 FEET NORTH OF AND 3 FEET HIGHER THAN THE
 AB0641'CENTERLINE OF THE PAVED ROAD, AT A CONCRETE SYPHON, AND IN THE CENTER
 AB0641'OF THE CENTER OF THE TOP OF THE NORTH HEADWALL.  A STANDARD DISK,
 AB0641'STAMPED L 677 1942.
 AB0641
 AB0641                          STATION RECOVERY (1987)
 AB0641
 AB0641'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0641'RECOVERED IN GOOD CONDITION.
 AB0641
 AB0641                          STATION RECOVERY (1987)
 AB0641
 AB0641'RECOVERY NOTE BY US POWER SQUADRON 1987 (CCF)
 AB0641'RECOVERED IN GOOD CONDITION.
 AB0641
 AB0641                          STATION RECOVERY (1987)
 AB0641
 AB0641'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0641'RECOVERED IN GOOD CONDITION.
 AB0641
 AB0641                          STATION RECOVERY (1988)
 AB0641
 AB0641'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEC)
 AB0641'RECOVERED IN GOOD CONDITION.
 AB0641
 AB0641                          STATION RECOVERY (1988)
 AB0641
 AB0641'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES)
 AB0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0006 ***********************************************************************
 AB0006  DESIGNATION -  L 678
 AB0006  PID         -  AB0006
 AB0006  STATE/COUNTY-  TX/CAMERON
 AB0006  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0006
 AB0006                         *CURRENT SURVEY CONTROL
 AB0006  ___________________________________________________________________
 AB0006* NAD 83(1986)-  25 54 34.     (N)    097 29 45.     (W)     SCALED    
 AB0006* NAVD 88     -         9.989  (meters)      32.77   (feet)  ADJUSTED  
 AB0006  ___________________________________________________________________
 AB0006  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 AB0006  DYNAMIC HT  -           9.973 (meters)      32.72  (feet)  COMP
 AB0006  MODELED GRAV-     979,025.3   (mgal)                       NAVD 88
 AB0006
 AB0006  VERT ORDER  -  FIRST     CLASS II
 AB0006
 AB0006.The horizontal coordinates were scaled from a topographic map and have
 AB0006.an estimated accuracy of +/- 6 seconds.
 AB0006
 AB0006.The orthometric height was determined by differential leveling
 AB0006.and adjusted by the National Geodetic Survey in June 1991..
 AB0006.WARNING-Repeat measurements at this control monument indicate possible
 AB0006.vertical movement.
 AB0006
 AB0006.The geoid height was determined by GEOID03.
 AB0006
 AB0006.The dynamic height is computed by dividing the NAVD 88
 AB0006.geopotential number by the normal gravity value computed on the
 AB0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0006.degrees latitude (g = 980.6199 gals.).
 AB0006
 AB0006.The modeled gravity was interpolated from observed gravity values.
 AB0006
 AB0006;                    North         East    Units  Estimated Accuracy
 AB0006;SPC TX S     - 5,027,300.      400,620.      MT  (+/- 180 meters Scaled)
 AB0006
 AB0006                          SUPERSEDED SURVEY CONTROL
 AB0006
 AB0006  NGVD 29 (??/??/92)   10.071  (m)           33.04   (f) ADJ UNCH    1 2
 AB0006
 AB0006.Superseded values are not recommended for survey control.
 AB0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0006.See file dsdata.txt to determine how the superseded data were derived.
 AB0006
 AB0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP506665(NAD 83)
 AB0006_MARKER: DB = BENCH MARK DISK
 AB0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0006_STAMPING: L 678 1942
 AB0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0006+STABILITY: SURFACE MOTION
 AB0006
 AB0006  HISTORY     - Date     Condition        Report By
 AB0006  HISTORY     - 1942     MONUMENTED       CGS
 AB0006  HISTORY     - 1951     GOOD             NGS
 AB0006  HISTORY     - 1982     MARK NOT FOUND   NGS
 AB0006  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0006  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0006  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0006  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0006
 AB0006                          STATION DESCRIPTION
 AB0006
 AB0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0006'IN BROWNSVILLE.
 AB0006'AT BROWNSVILLE, CAMERON COUNTY, 0.5 MILE NORTHEAST ALONG SEVENTH
 AB0006'STREET FROM THE INTERSECTION OF U. S. HIGHWAY 83, 135 FEET SOUTHEAST
 AB0006'OF THE MAIN TRACK OF THE SOUTHERN PACIFIC LINES, 63 FEET EAST OF THE
 AB0006'PAN-AMERICAN AIRWAYS OIL STORAGE BUILDING, 33 FEET NORTHWEST OF THE
 AB0006'CENTERLINE OF THE STREET, 18 FEET NORTHEAST OF THE CENTERLINE OF A
 AB0006'SPUR TRACK, AND 2.5 FEET NORTHEAST OF A CROSSING SIGN.  A STANDARD
 AB0006'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE
 AB0006'GROUND.
 AB0006
 AB0006                          STATION RECOVERY (1951)
 AB0006
 AB0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0006'RECOVERED IN GOOD CONDITION.
 AB0006
 AB0006                          STATION RECOVERY (1982)
 AB0006
 AB0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AB0006'SEARCHED FOR AND NOT RECOVERED THIS DATE.
 AB0006
 AB0006                          STATION RECOVERY (1987)
 AB0006
 AB0006'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AB0006'MARK NOT FOUND.
 AB0006
 AB0006                          STATION RECOVERY (1988)
 AB0006
 AB0006'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AB0006'MARK NOT FOUND.
 AB0006
 AB0006                          STATION RECOVERY (1990)
 AB0006
 AB0006'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0006'MARK NOT FOUND.
 AB0006
 AB0006                          STATION RECOVERY (1991)
 AB0006
 AB0006'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0093 ***********************************************************************
 AB0093  DESIGNATION -  L 679
 AB0093  PID         -  AB0093
 AB0093  STATE/COUNTY-  TX/CAMERON
 AB0093  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0093
 AB0093                         *CURRENT SURVEY CONTROL
 AB0093  ___________________________________________________________________
 AB0093* NAD 83(1986)-  25 58 13.     (N)    097 25 47.     (W)     SCALED    
 AB0093* NAVD 88     -         6.142  (meters)      20.15   (feet)  ADJUSTED  
 AB0093  ___________________________________________________________________
 AB0093  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 AB0093  DYNAMIC HT  -           6.132 (meters)      20.12  (feet)  COMP
 AB0093  MODELED GRAV-     979,038.7   (mgal)                       NAVD 88
 AB0093
 AB0093  VERT ORDER  -  SECOND    CLASS 0
 AB0093
 AB0093.The horizontal coordinates were scaled from a topographic map and have
 AB0093.an estimated accuracy of +/- 6 seconds.
 AB0093
 AB0093.The orthometric height was determined by differential leveling
 AB0093.and adjusted by the National Geodetic Survey in June 1991..
 AB0093
 AB0093.The geoid height was determined by GEOID03.
 AB0093
 AB0093.The dynamic height is computed by dividing the NAVD 88
 AB0093.geopotential number by the normal gravity value computed on the
 AB0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0093.degrees latitude (g = 980.6199 gals.).
 AB0093
 AB0093.The modeled gravity was interpolated from observed gravity values.
 AB0093
 AB0093;                    North         East    Units  Estimated Accuracy
 AB0093;SPC TX S     - 5,034,090.      407,190.      MT  (+/- 180 meters Scaled)
 AB0093
 AB0093                          SUPERSEDED SURVEY CONTROL
 AB0093
 AB0093  NGVD 29 (??/??/92)    6.24   (m)           20.5    (f) COMPUTED    2 0
 AB0093
 AB0093.Superseded values are not recommended for survey control.
 AB0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0093.See file dsdata.txt to determine how the superseded data were derived.
 AB0093
 AB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP572733(NAD 83)
 AB0093_MARKER: DB = BENCH MARK DISK
 AB0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0093_STAMPING: L 679 1942
 AB0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0093+STABILITY: SURFACE MOTION
 AB0093
 AB0093  HISTORY     - Date     Condition        Report By
 AB0093  HISTORY     - 1942     MONUMENTED       CGS
 AB0093  HISTORY     - 1951     MARK NOT FOUND   NGS
 AB0093  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AB0093  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AB0093
 AB0093                          STATION DESCRIPTION
 AB0093
 AB0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0093'1.7 MI NW FROM PORT BROWNSVILLE.
 AB0093'TO REACH FROM THE COAST GUARD STATION AT PORT BROWNSVILLE, PROCEED
 AB0093'NORTHWESTERLY ON GRADED DIRT ROAD AND GO 1.7 MILES TO A FENCE CORNER
 AB0093'AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE SOUTHEAST OF A
 AB0093'CROSS ROAD.  74 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AB0093'CENTERLINE OF THE ROAD.  11 FEET NORTHWEST OF THE FENCE CORNER.  3.0
 AB0093'FEET SOUTHEAST OF A 4 BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT
 AB0093'SOUTHWEST OF THE RIGHT OF WAY FENCE.
 AB0093
 AB0093                          STATION RECOVERY (1951)
 AB0093
 AB0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0093'MARK NOT FOUND.
 AB0093
 AB0093                          STATION RECOVERY (1990)
 AB0093
 AB0093'RECOVERY NOTE BY US POWER SQUADRON 1990 (GES)
 AB0093'MARK NOT FOUND.
 AB0093
 AB0093                          STATION RECOVERY (1991)
 AB0093
 AB0093'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0046 ***********************************************************************
 BY0046  DESIGNATION -  L 68
 BY0046  PID         -  BY0046
 BY0046  STATE/COUNTY-  TX/SHELBY
 BY0046  USGS QUAD   -  TIMPSON (1984)
 BY0046
 BY0046                         *CURRENT SURVEY CONTROL
 BY0046  ___________________________________________________________________
 BY0046* NAD 83(1986)-  31 54 19.     (N)    094 23 55.     (W)     SCALED    
 BY0046* NAVD 88     -       123.133  (meters)     403.98   (feet)  ADJUSTED  
 BY0046  ___________________________________________________________________
 BY0046  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BY0046  DYNAMIC HT  -         122.985 (meters)     403.49  (feet)  COMP
 BY0046  MODELED GRAV-     979,434.2   (mgal)                       NAVD 88
 BY0046
 BY0046  VERT ORDER  -  FIRST     CLASS II
 BY0046
 BY0046.The horizontal coordinates were scaled from a topographic map and have
 BY0046.an estimated accuracy of +/- 6 seconds.
 BY0046
 BY0046.The orthometric height was determined by differential leveling
 BY0046.and adjusted by the National Geodetic Survey in June 1991..
 BY0046
 BY0046.The geoid height was determined by GEOID03.
 BY0046
 BY0046.The dynamic height is computed by dividing the NAVD 88
 BY0046.geopotential number by the normal gravity value computed on the
 BY0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY0046.degrees latitude (g = 980.6199 gals.).
 BY0046
 BY0046.The modeled gravity was interpolated from observed gravity values.
 BY0046
 BY0046;                    North         East    Units  Estimated Accuracy
 BY0046;SPC TX C     - 3,263,150.    1,261,100.      MT  (+/- 180 meters Scaled)
 BY0046
 BY0046                          SUPERSEDED SURVEY CONTROL
 BY0046
 BY0046  NGVD 29 (??/??/92)  123.144  (m)          404.01   (f) ADJ UNCH    1 2
 BY0046
 BY0046.Superseded values are not recommended for survey control.
 BY0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0046.See file dsdata.txt to determine how the superseded data were derived.
 BY0046
 BY0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR677307(NAD 83)
 BY0046_MARKER: DB = BENCH MARK DISK
 BY0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY0046_SP_SET: BUILDING
 BY0046_STAMPING: L 68 404.028 ELEV
 BY0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY0046
 BY0046  HISTORY     - Date     Condition        Report By
 BY0046  HISTORY     - UNK      MONUMENTED       CGS
 BY0046  HISTORY     - 1949     GOOD             NGS
 BY0046  HISTORY     - 1958     GOOD             USGS
 BY0046  HISTORY     - 1979     MARK NOT FOUND   NGS
 BY0046  HISTORY     - 1979     MARK NOT FOUND   USGS
 BY0046
 BY0046                          STATION DESCRIPTION
 BY0046
 BY0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 BY0046'IN TIMPSON.
 BY0046'AT TIMPSON, AT THE NORTH CORNER AND IN THE NORTHEAST FACE OF A BRICK
 BY0046'BUILDING OCCUPIED BY W. F. CORRY, 159.0 FEET SOUTH OF THE RAILROAD
 BY0046'STATION, 98.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 BY0046'51.0 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 84, 0.7 FOOT
 BY0046'SOUTHEAST OF THE NORTH CORNER OF THE BUILDING AND 4.0 FEET ABOVE THE
 BY0046'SIDEWALK.  NOTE-- CONCRETE HAS SPALLED OFF THE SIDE OF THE BUILDING
 BY0046'LEAVING THE MARK EXPOSED.
 BY0046
 BY0046                          STATION RECOVERY (1958)
 BY0046
 BY0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 BY0046'RECOVERED IN GOOD CONDITION.
 BY0046
 BY0046                          STATION RECOVERY (1979)
 BY0046
 BY0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BY0046'MARK NOT FOUND.
 BY0046
 BY0046                          STATION RECOVERY (1979)
 BY0046
 BY0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 BY0046'THE SIDE OF THE BUILDING WAS LOOKED AT AND HAS SINCE BEEN COVERED
 BY0046'WITH A NEW LAYER OF BRICK. THE OWNER OF THE AUTO PARTS STORE, DAVE
 BY0046'PATE, VERIFIED THAT THE MARK WAS STILL IN THE WALL WHEN THEY
 BY0046'REFINISHED THE WALL, IT IS LOCATED UNDER THE NEW BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0165 ***********************************************************************
 AB0165  DESIGNATION -  L 680
 AB0165  PID         -  AB0165
 AB0165  STATE/COUNTY-  TX/CAMERON
 AB0165  USGS QUAD   -  WEST BROWNSVILLE (1983)
 AB0165
 AB0165                         *CURRENT SURVEY CONTROL
 AB0165  ___________________________________________________________________
 AB0165* NAD 83(1986)-  25 58 15.     (N)    097 34 12.     (W)     SCALED    
 AB0165* NAVD 88     -        11.242  (meters)      36.88   (feet)  ADJUSTED  
 AB0165  ___________________________________________________________________
 AB0165  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 AB0165  DYNAMIC HT  -          11.224 (meters)      36.82  (feet)  COMP
 AB0165  MODELED GRAV-     979,025.3   (mgal)                       NAVD 88
 AB0165
 AB0165  VERT ORDER  -  SECOND    CLASS 0
 AB0165
 AB0165.The horizontal coordinates were scaled from a topographic map and have
 AB0165.an estimated accuracy of +/- 6 seconds.
 AB0165
 AB0165.The orthometric height was determined by differential leveling
 AB0165.and adjusted by the National Geodetic Survey in June 1991..
 AB0165
 AB0165.The geoid height was determined by GEOID03.
 AB0165
 AB0165.The dynamic height is computed by dividing the NAVD 88
 AB0165.geopotential number by the normal gravity value computed on the
 AB0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0165.degrees latitude (g = 980.6199 gals.).
 AB0165
 AB0165.The modeled gravity was interpolated from observed gravity values.
 AB0165
 AB0165;                    North         East    Units  Estimated Accuracy
 AB0165;SPC TX S     - 5,034,040.      393,140.      MT  (+/- 180 meters Scaled)
 AB0165
 AB0165                          SUPERSEDED SURVEY CONTROL
 AB0165
 AB0165  NGVD 29 (??/??/92)   11.328  (m)           37.17   (f) ADJ UNCH    2 0
 AB0165
 AB0165.Superseded values are not recommended for survey control.
 AB0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0165.See file dsdata.txt to determine how the superseded data were derived.
 AB0165
 AB0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP431732(NAD 83)
 AB0165_MARKER: DB = BENCH MARK DISK
 AB0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0165_STAMPING: L 680 1942
 AB0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0165+STABILITY: SURFACE MOTION
 AB0165
 AB0165  HISTORY     - Date     Condition        Report By
 AB0165  HISTORY     - 1942     MONUMENTED       CGS
 AB0165  HISTORY     - 1954     MARK NOT FOUND   USGS
 AB0165  HISTORY     - 19910324 MARK NOT FOUND   USPSQD
 AB0165
 AB0165                          STATION DESCRIPTION
 AB0165
 AB0165'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AB0165'2.0 MI SE FROM CAVAZOS.
 AB0165'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 48 FROM VILLA NUEVA SCHOOL AT
 AB0165'CAVAZOS, CAMERON COUNTY, 0.8 MILE NORTH ALONG A DIRT ROAD.  NEAR A
 AB0165'SMALL POND, 195 FEET NORTH OF THE NORTHWEST CORNER OF A BRICK CULVERT
 AB0165'UNDER THE DIRT ROAD, 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AB0165'SMALL FRAMEHOUSE, 29 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 4
 AB0165'FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE RIGHT-OF-WAY FENCE, 3
 AB0165'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND 0.6 FOOT LOWER THAN THE
 AB0165'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 AB0165'GROUND.
 AB0165
 AB0165                          STATION RECOVERY (1991)
 AB0165
 AB0165'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0471 ***********************************************************************
 AB0471  DESIGNATION -  L 681
 AB0471  PID         -  AB0471
 AB0471  STATE/COUNTY-  TX/CAMERON
 AB0471  USGS QUAD   -  OLMITO (1983)
 AB0471
 AB0471                         *CURRENT SURVEY CONTROL
 AB0471  ___________________________________________________________________
 AB0471* NAD 83(1986)-  26 05 18.     (N)    097 35 11.     (W)     SCALED    
 AB0471* NAVD 88     -        10.345  (meters)      33.94   (feet)  POSTED    
 AB0471  ___________________________________________________________________
 AB0471  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 AB0471  DYNAMIC HT  -          10.330 (meters)      33.89  (feet)  COMP
 AB0471  MODELED GRAV-     979,033.3   (mgal)                       NAVD 88
 AB0471
 AB0471  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 AB0471
 AB0471.The horizontal coordinates were scaled from a topographic map and have
 AB0471.an estimated accuracy of +/- 6 seconds.
 AB0471
 AB0471.The orthometric height was determined by differential leveling
 AB0471.and adjusted by the National Geodetic Survey in 1992..
 AB0471.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 AB0471.rate of 4.1 thru 8.0 mm/km.
 AB0471
 AB0471.The geoid height was determined by GEOID03.
 AB0471
 AB0471.The dynamic height is computed by dividing the NAVD 88
 AB0471.geopotential number by the normal gravity value computed on the
 AB0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0471.degrees latitude (g = 980.6199 gals.).
 AB0471
 AB0471.The modeled gravity was interpolated from observed gravity values.
 AB0471
 AB0471;                    North         East    Units  Estimated Accuracy
 AB0471;SPC TX S     - 5,047,050.      391,400.      MT  (+/- 180 meters Scaled)
 AB0471
 AB0471                          SUPERSEDED SURVEY CONTROL
 AB0471
 AB0471  NGVD 29 (??/??/92)   10.43   (m)           34.2    (f) COMPUTED    1 2
 AB0471
 AB0471.Superseded values are not recommended for survey control.
 AB0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0471.See file dsdata.txt to determine how the superseded data were derived.
 AB0471
 AB0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP413862(NAD 83)
 AB0471_MARKER: DB = BENCH MARK DISK
 AB0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0471_STAMPING: L 681 1942
 AB0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0471+STABILITY: SURFACE MOTION
 AB0471
 AB0471  HISTORY     - Date     Condition        Report By
 AB0471  HISTORY     - 1942     MONUMENTED       CGS
 AB0471  HISTORY     - 1951     GOOD             NGS
 AB0471  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0471  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AB0471  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AB0471  HISTORY     - 19910306 MARK NOT FOUND   USPSQD
 AB0471
 AB0471                          STATION DESCRIPTION
 AB0471
 AB0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AB0471'6.0 MI NW FROM OLMITO.
 AB0471'6.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AB0471'AT OLMITO, CAMERON COUNTY, 86 FEET NORTHEAST ACROSS THE TRACK FROM
 AB0471'MILEPOST 15, 6 FEET NORTHEAST OF A POLE, 4.3 FEET SOUTHWEST OF THE
 AB0471'RIGHT-OF-WAY FENCE, AND 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 AB0471'POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 AB0471'0.3 FOOT ABOVE GROUND.
 AB0471
 AB0471                          STATION RECOVERY (1951)
 AB0471
 AB0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 AB0471'RECOVERED IN GOOD CONDITION.
 AB0471
 AB0471                          STATION RECOVERY (1981)
 AB0471
 AB0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0471'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 AB0471
 AB0471                          STATION RECOVERY (1987)
 AB0471
 AB0471'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEC)
 AB0471'MARK NOT FOUND.
 AB0471
 AB0471                          STATION RECOVERY (1988)
 AB0471
 AB0471'RECOVERY NOTE BY US POWER SQUADRON 1988 (CNC)
 AB0471'MARK NOT FOUND.
 AB0471
 AB0471                          STATION RECOVERY (1991)
 AB0471
 AB0471'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0915 ***********************************************************************
 AB0915  DESIGNATION -  L 682
 AB0915  PID         -  AB0915
 AB0915  STATE/COUNTY-  TX/CAMERON
 AB0915  USGS QUAD   -  SANTA MARIA (1970)
 AB0915
 AB0915                         *CURRENT SURVEY CONTROL
 AB0915  ___________________________________________________________________
 AB0915* NAD 83(1986)-  26 04 59.     (N)    097 51 33.     (W)     SCALED    
 AB0915* NAVD 88     -        21.485  (meters)      70.49   (feet)  ADJUSTED  
 AB0915  ___________________________________________________________________
 AB0915  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 AB0915  DYNAMIC HT  -          21.450 (meters)      70.37  (feet)  COMP
 AB0915  MODELED GRAV-     979,014.0   (mgal)                       NAVD 88
 AB0915
 AB0915  VERT ORDER  -  SECOND    CLASS 0
 AB0915
 AB0915.The horizontal coordinates were scaled from a topographic map and have
 AB0915.an estimated accuracy of +/- 6 seconds.
 AB0915
 AB0915.The orthometric height was determined by differential leveling
 AB0915.and adjusted by the National Geodetic Survey in June 1991..
 AB0915
 AB0915.The geoid height was determined by GEOID03.
 AB0915
 AB0915.The dynamic height is computed by dividing the NAVD 88
 AB0915.geopotential number by the normal gravity value computed on the
 AB0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0915.degrees latitude (g = 980.6199 gals.).
 AB0915
 AB0915.The modeled gravity was interpolated from observed gravity values.
 AB0915
 AB0915;                    North         East    Units  Estimated Accuracy
 AB0915;SPC TX S     - 5,046,300.      364,120.      MT  (+/- 180 meters Scaled)
 AB0915
 AB0915                          SUPERSEDED SURVEY CONTROL
 AB0915
 AB0915  NGVD 29 (??/??/92)   21.592  (m)           70.84   (f) ADJ UNCH    2 0
 AB0915
 AB0915.Superseded values are not recommended for survey control.
 AB0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0915.See file dsdata.txt to determine how the superseded data were derived.
 AB0915
 AB0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP140853(NAD 83)
 AB0915_MARKER: DB = BENCH MARK DISK
 AB0915_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0915_SP_SET: CULVERT
 AB0915_STAMPING: L 682 1942
 AB0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0915
 AB0915  HISTORY     - Date     Condition        Report By
 AB0915  HISTORY     - 1942     MONUMENTED       CGS
 AB0915  HISTORY     - 1956     MARK NOT FOUND   USGS
 AB0915  HISTORY     - 19910315 MARK NOT FOUND   USPSQD
 AB0915  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0915
 AB0915                          STATION DESCRIPTION
 AB0915
 AB0915'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 AB0915'0.8 MI W FROM SANTA MARIA.
 AB0915'0.8 MILE WEST ALONG U.S. HIGHWAY 281 FROM THE PUBLIC SCHOOL AT SANTA
 AB0915'MARIA, CAMERON COUNTY, 0.2 MILE EAST OF THE CAMERON-HIDALGO COUNTY
 AB0915'LINE, 55 YARDS NORTHEAST ACROSS THE HIGHWAY FROM A SMALL FRAMEHOUSE,
 AB0915'AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE CENTER OF THE TOP OF
 AB0915'THE NORTH HEADWALL, 15.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AB0915'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 AB0915
 AB0915                          STATION RECOVERY (1991)
 AB0915
 AB0915'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0915'MARK NOT FOUND.
 AB0915
 AB0915                          STATION RECOVERY (1993)
 AB0915
 AB0915'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0322 ***********************************************************************
 AE0322  DESIGNATION -  L 683
 AE0322  PID         -  AE0322
 AE0322  STATE/COUNTY-  TX/HIDALGO
 AE0322  USGS QUAD   -  DONNA (1983)
 AE0322
 AE0322                         *CURRENT SURVEY CONTROL
 AE0322  ___________________________________________________________________
 AE0322* NAD 83(1986)-  26 08 28.     (N)    098 03 23.     (W)     SCALED    
 AE0322* NAVD 88     -        26.506  (meters)      86.96   (feet)  ADJUSTED  
 AE0322  ___________________________________________________________________
 AE0322  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 AE0322  DYNAMIC HT  -          26.462 (meters)      86.82  (feet)  COMP
 AE0322  MODELED GRAV-     979,000.2   (mgal)                       NAVD 88
 AE0322
 AE0322  VERT ORDER  -  SECOND    CLASS 0
 AE0322
 AE0322.The horizontal coordinates were scaled from a topographic map and have
 AE0322.an estimated accuracy of +/- 6 seconds.
 AE0322
 AE0322.The orthometric height was determined by differential leveling
 AE0322.and adjusted by the National Geodetic Survey in June 1991..
 AE0322
 AE0322.The geoid height was determined by GEOID03.
 AE0322
 AE0322.The dynamic height is computed by dividing the NAVD 88
 AE0322.geopotential number by the normal gravity value computed on the
 AE0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0322.degrees latitude (g = 980.6199 gals.).
 AE0322
 AE0322.The modeled gravity was interpolated from observed gravity values.
 AE0322
 AE0322;                    North         East    Units  Estimated Accuracy
 AE0322;SPC TX S     - 5,052,640.      344,360.      MT  (+/- 180 meters Scaled)
 AE0322
 AE0322                          SUPERSEDED SURVEY CONTROL
 AE0322
 AE0322  NGVD 29 (??/??/92)   26.623  (m)           87.35   (f) ADJ UNCH    2 0
 AE0322
 AE0322.Superseded values are not recommended for survey control.
 AE0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0322.See file dsdata.txt to determine how the superseded data were derived.
 AE0322
 AE0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP943916(NAD 83)
 AE0322_MARKER: DB = BENCH MARK DISK
 AE0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0322_SP_SET: CULVERT
 AE0322_STAMPING: L 683 1942
 AE0322_MARK LOGO: CGS   
 AE0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0322
 AE0322  HISTORY     - Date     Condition        Report By
 AE0322  HISTORY     - 1942     MONUMENTED       CGS
 AE0322  HISTORY     - 1981     GOOD             NGS
 AE0322
 AE0322                          STATION DESCRIPTION
 AE0322
 AE0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0322'2.0 MI S FROM DONNA.
 AE0322'2.0 MILES SOUTH ALONG AN ASPHALT ROAD FROM A POINT TWO BLOCKS EAST OF
 AE0322'THE PLAZA HOTEL AT DONNA, HIDALGO COUNTY, AT AN IRRIGATION DITCH, AT
 AE0322'THE JUNCTION OF A DIRT ROAD LEADING EAST, 46 FEET SOUTH OF THE
 AE0322'CENTERLINE OF THE DIRT ROAD, 41.5 FEET EAST OF THE CENTERLINE OF THE
 AE0322'ASPHALT ROAD, AT A CONCRETE-BOX CULVERT UNDER THE ASPHALT ROAD, IN THE
 AE0322'TOP OF THE SOUTH END OF THE EAST HEADWALL, AND ABOUT 3 FEET HIGHER
 AE0322'THAN THE ASPHALT ROAD.  A STANDARD DISK, STAMPED L 683 1942.
 AE0322
 AE0322                          STATION RECOVERY (1981)
 AE0322
 AE0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0322'3.2 METERS (2.0 MI) SOUTH ALONG SOUTH ELEVENTH STREET FROM THE
 AE0322'JUNCTION OF U.S. HIGHWAY 83 BUSINESS IN DONNA, AT THE JUNCTION OF A
 AE0322'DIRT ROAD LEADING EAST, SET IN THE TOP OF THE SOUTH HEADWALL OF AN
 AE0322'IRRIGATION DITCH, 14.0 METERS (46.0 FT) SOUTH OF THE CENTER OF THE
 AE0322'DIRT ROAD, AND 12.5 METERS (41.0 FT) EAST OF THE CENTER OF THE PAVED
 AE0322'ROAD.
 AE0322'THE MARK IS 1.3 M ABOVE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0316 ***********************************************************************
 AE0316  DESIGNATION -  L 684
 AE0316  PID         -  AE0316
 AE0316  STATE/COUNTY-  TX/HIDALGO
 AE0316  USGS QUAD   -  PHARR (1983)
 AE0316
 AE0316                         *CURRENT SURVEY CONTROL
 AE0316  ___________________________________________________________________
 AE0316* NAD 83(1986)-  26 07 47.     (N)    098 11 42.     (W)     SCALED    
 AE0316* NAVD 88     -        26.921  (meters)      88.32   (feet)  POSTED    
 AE0316  ___________________________________________________________________
 AE0316  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 AE0316  DYNAMIC HT  -          26.880 (meters)      88.19  (feet)  COMP
 AE0316  MODELED GRAV-     978,985.8   (mgal)                       NAVD 88
 AE0316
 AE0316  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0316
 AE0316.The horizontal coordinates were scaled from a topographic map and have
 AE0316.an estimated accuracy of +/- 6 seconds.
 AE0316
 AE0316.The orthometric height was determined by differential leveling
 AE0316.and adjusted by the National Geodetic Survey in 1992..
 AE0316.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0316.rate of 0.0 thru 1.0 mm/km.
 AE0316
 AE0316.The geoid height was determined by GEOID03.
 AE0316
 AE0316.The dynamic height is computed by dividing the NAVD 88
 AE0316.geopotential number by the normal gravity value computed on the
 AE0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0316.degrees latitude (g = 980.6199 gals.).
 AE0316
 AE0316.The modeled gravity was interpolated from observed gravity values.
 AE0316
 AE0316;                    North         East    Units  Estimated Accuracy
 AE0316;SPC TX S     - 5,051,340.      330,500.      MT  (+/- 180 meters Scaled)
 AE0316
 AE0316                          SUPERSEDED SURVEY CONTROL
 AE0316
 AE0316  NGVD 29 (??/??/92)   27.038  (m)           88.71   (f) ADJ UNCH    2 0
 AE0316
 AE0316.Superseded values are not recommended for survey control.
 AE0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0316.See file dsdata.txt to determine how the superseded data were derived.
 AE0316
 AE0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP804902(NAD 83)
 AE0316_MARKER: DB = BENCH MARK DISK
 AE0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0316_SP_SET: CULVERT
 AE0316_STAMPING: L 684 1942
 AE0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0316
 AE0316  HISTORY     - Date     Condition        Report By
 AE0316  HISTORY     - 1942     MONUMENTED       CGS
 AE0316  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0316  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0316
 AE0316                          STATION DESCRIPTION
 AE0316
 AE0316'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0316'4.7 MI S FROM PHARR.
 AE0316'4.7 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE MISSOURI PACIFIC
 AE0316'RAILROAD STATION AT PHARR, HIDALGO COUNTY, 95 YARDS SOUTH OF THE
 AE0316'INTERSECTION OF A DIRT ROAD, 24.5 FEET WEST OF THE CENTERLINE OF THE
 AE0316'HIGHWAY, AT A 1.5-FOOT CONCRETE-PIPE CULVERT UNDER THE HIGHWAY, IN THE
 AE0316'TOP OF THE SOUTH END OF THE WEST HEADWALL, AND ABOUT 1-1/2 FEET LOWER
 AE0316'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 684 1942.
 AE0316
 AE0316                          STATION RECOVERY (1981)
 AE0316
 AE0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0316'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0291 ***********************************************************************
 AE0291  DESIGNATION -  L 685
 AE0291  PID         -  AE0291
 AE0291  STATE/COUNTY-  TX/HIDALGO
 AE0291  USGS QUAD   -  MISSION (1983)
 AE0291
 AE0291                         *CURRENT SURVEY CONTROL
 AE0291  ___________________________________________________________________
 AE0291* NAD 83(1986)-  26 10 39.     (N)    098 20 40.     (W)     SCALED    
 AE0291* NAVD 88     -        35.266  (meters)     115.70   (feet)  POSTED    
 AE0291  ___________________________________________________________________
 AE0291  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AE0291  DYNAMIC HT  -          35.210 (meters)     115.52  (feet)  COMP
 AE0291  MODELED GRAV-     978,987.7   (mgal)                       NAVD 88
 AE0291
 AE0291  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AE0291
 AE0291.The horizontal coordinates were scaled from a topographic map and have
 AE0291.an estimated accuracy of +/- 6 seconds.
 AE0291
 AE0291.The orthometric height was determined by differential leveling
 AE0291.and adjusted by the National Geodetic Survey in 1992..
 AE0291.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AE0291.rate of 0.0 thru 1.0 mm/km.
 AE0291
 AE0291.The geoid height was determined by GEOID03.
 AE0291
 AE0291.The dynamic height is computed by dividing the NAVD 88
 AE0291.geopotential number by the normal gravity value computed on the
 AE0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0291.degrees latitude (g = 980.6199 gals.).
 AE0291
 AE0291.The modeled gravity was interpolated from observed gravity values.
 AE0291
 AE0291;                    North         East    Units  Estimated Accuracy
 AE0291;SPC TX S     - 5,056,610.      315,550.      MT  (+/- 180 meters Scaled)
 AE0291
 AE0291                          SUPERSEDED SURVEY CONTROL
 AE0291
 AE0291  NGVD 29 (??/??/92)   35.362  (m)          116.02   (f) ADJ UNCH    2 0
 AE0291
 AE0291.Superseded values are not recommended for survey control.
 AE0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0291.See file dsdata.txt to determine how the superseded data were derived.
 AE0291
 AE0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNP655955(NAD 83)
 AE0291_MARKER: DB = BENCH MARK DISK
 AE0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0291_STAMPING: L 685 1942
 AE0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0291+STABILITY: SURFACE MOTION
 AE0291
 AE0291  HISTORY     - Date     Condition        Report By
 AE0291  HISTORY     - 1942     MONUMENTED       CGS
 AE0291  HISTORY     - 1962     MARK NOT FOUND   USGS
 AE0291  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0291
 AE0291                          STATION DESCRIPTION
 AE0291
 AE0291'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AE0291'1.4 MI NW FROM MADERO.
 AE0291'1.4 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE VALLEY BRICK AND TILE
 AE0291'CO. PROPERTY AT MADERO, HIDALGO COUNTY, AT A SMALL LEVEE LEADING
 AE0291'NORTHEAST THROUGH A GRAPEFRUIT GROVE, 0.1 MILE SOUTHEAST OF THE
 AE0291'CROSSING OVER AN IRRIGATION CANAL, 0.05 MILE NORTHWEST OF A SMALL
 AE0291'FRAME FARMHOUSE ON THE NORTHEAST SIDE OF THE ROAD, 33 FEET NORTHEAST
 AE0291'OF THE CENTERLINE OF THE GRAVEL ROAD, 22 FEET SOUTHEAST OF THE
 AE0291'CENTERLINE OF THE LEVEE, 4 FEET EAST OF A WEST FENCE CORNER, 3 FEET
 AE0291'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD, SET
 AE0291'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 AE0291
 AE0291                          STATION RECOVERY (1987)
 AE0291
 AE0291'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0523 ***********************************************************************
 AE0523  DESIGNATION -  L 686
 AE0523  PID         -  AE0523
 AE0523  STATE/COUNTY-  TX/HIDALGO
 AE0523  USGS QUAD   -  ALTON (1963)
 AE0523
 AE0523                         *CURRENT SURVEY CONTROL
 AE0523  ___________________________________________________________________
 AE0523* NAD 83(1986)-  26 17 25.     (N)    098 18 47.     (W)     SCALED    
 AE0523* NAVD 88     -        50.343  (meters)     165.17   (feet)  ADJUSTED  
 AE0523  ___________________________________________________________________
 AE0523  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 AE0523  DYNAMIC HT  -          50.260 (meters)     164.89  (feet)  COMP
 AE0523  MODELED GRAV-     979,000.3   (mgal)                       NAVD 88
 AE0523
 AE0523  VERT ORDER  -  SECOND    CLASS 0
 AE0523
 AE0523.The horizontal coordinates were scaled from a topographic map and have
 AE0523.an estimated accuracy of +/- 6 seconds.
 AE0523
 AE0523.The orthometric height was determined by differential leveling
 AE0523.and adjusted by the National Geodetic Survey in June 1991..
 AE0523
 AE0523.The geoid height was determined by GEOID03.
 AE0523
 AE0523.The dynamic height is computed by dividing the NAVD 88
 AE0523.geopotential number by the normal gravity value computed on the
 AE0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0523.degrees latitude (g = 980.6199 gals.).
 AE0523
 AE0523.The modeled gravity was interpolated from observed gravity values.
 AE0523
 AE0523;                    North         East    Units  Estimated Accuracy
 AE0523;SPC TX S     - 5,069,110.      318,670.      MT  (+/- 180 meters Scaled)
 AE0523
 AE0523                          SUPERSEDED SURVEY CONTROL
 AE0523
 AE0523  NGVD 29 (??/??/92)   50.435  (m)          165.47   (f) ADJ UNCH    2 0
 AE0523
 AE0523.Superseded values are not recommended for survey control.
 AE0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0523.See file dsdata.txt to determine how the superseded data were derived.
 AE0523
 AE0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ685080(NAD 83)
 AE0523_MARKER: DB = BENCH MARK DISK
 AE0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE0523_SP_SET: CULVERT
 AE0523_STAMPING: L 686 1942
 AE0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0523
 AE0523  HISTORY     - Date     Condition        Report By
 AE0523  HISTORY     - 1942     MONUMENTED       CGS
 AE0523  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0523  HISTORY     - 20040316 MARK NOT FOUND   USPSQD
 AE0523
 AE0523                          STATION DESCRIPTION
 AE0523
 AE0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0523'5.4 MI N FROM MISSION.
 AE0523'TO REACH FROM THE FIRST STATE BANK AND TRUST COMPANY BUILDING AT
 AE0523'MISSION, PROCEED 5.4 MILES NORTHERLY ALONG STATE HIGHWAY NO. 107 TO AN
 AE0523'IRRIGATION CANAL AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AE0523'HORIZONTALLY IN THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST HEADWALL
 AE0523'OF A CONCRETE IRRIGATION CANAL CULVERT BETWEEN THE HIGHWAY AND THE
 AE0523'RAILROAD TRACK.  IT IS 0.3 MILE NORTH OF A GRAVEL CROSS ROAD, 38.4
 AE0523'FEET WEST OF AND ABOUT 4.0 FEET ABOVE THE CENTERLINE OF THE HIGHWAY,
 AE0523'19.7 FEET EAST OF THE CENTERLINE OF THE RAILROAD TRACK.
 AE0523
 AE0523                          STATION RECOVERY (1987)
 AE0523
 AE0523'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEF)
 AE0523'MARK NOT FOUND.
 AE0523
 AE0523                          STATION RECOVERY (2004)
 AE0523
 AE0523'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEP)
 AE0523'FIRST STATE BANK AND TRUST COMPANY IS NOW CALLED TEXAS STATE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0753 ***********************************************************************
 AE0753  DESIGNATION -  L 687
 AE0753  PID         -  AE0753
 AE0753  STATE/COUNTY-  TX/STARR
 AE0753  USGS QUAD   -  EL SAUZ (1993)
 AE0753
 AE0753                         *CURRENT SURVEY CONTROL
 AE0753  ___________________________________________________________________
 AE0753* NAD 83(1986)-  26 37 04.     (N)    098 51 51.     (W)     SCALED    
 AE0753* NAVD 88     -       100.175  (meters)     328.66   (feet)  ADJUSTED  
 AE0753  ___________________________________________________________________
 AE0753  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 AE0753  DYNAMIC HT  -         100.010 (meters)     328.12  (feet)  COMP
 AE0753  MODELED GRAV-     979,006.2   (mgal)                       NAVD 88
 AE0753
 AE0753  VERT ORDER  -  SECOND    CLASS 0
 AE0753
 AE0753.The horizontal coordinates were scaled from a topographic map and have
 AE0753.an estimated accuracy of +/- 6 seconds.
 AE0753
 AE0753.The orthometric height was determined by differential leveling
 AE0753.and adjusted by the National Geodetic Survey in June 1991..
 AE0753
 AE0753.The geoid height was determined by GEOID03.
 AE0753
 AE0753.The dynamic height is computed by dividing the NAVD 88
 AE0753.geopotential number by the normal gravity value computed on the
 AE0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0753.degrees latitude (g = 980.6199 gals.).
 AE0753
 AE0753.The modeled gravity was interpolated from observed gravity values.
 AE0753
 AE0753;                    North         East    Units  Estimated Accuracy
 AE0753;SPC TX S     - 5,105,430.      263,740.      MT  (+/- 180 meters Scaled)
 AE0753
 AE0753                          SUPERSEDED SURVEY CONTROL
 AE0753
 AE0753  NGVD 29 (??/??/92)  100.230  (m)          328.84   (f) ADJ UNCH    2 0
 AE0753
 AE0753.Superseded values are not recommended for survey control.
 AE0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0753.See file dsdata.txt to determine how the superseded data were derived.
 AE0753
 AE0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ135441(NAD 83)
 AE0753_MARKER: DB = BENCH MARK DISK
 AE0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0753_STAMPING: L 687 1942
 AE0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0753+STABILITY: SURFACE MOTION
 AE0753
 AE0753  HISTORY     - Date     Condition        Report By
 AE0753  HISTORY     - 1942     MONUMENTED       CGS
 AE0753  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0753
 AE0753                          STATION DESCRIPTION
 AE0753
 AE0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0753'3.0 MI N FROM EL SAUZ.
 AE0753'TO REACH FROM THE SCHOOL BUILDING AT EL SAUZ, PROCEED 3.0 MILES NORTH
 AE0753'ALONG A GRAVEL ROAD TO A SMALL FRAME HOUSE ON THE WEST SIDE OF ROAD
 AE0753'AND SITE OF BENCH MARK.  BENCH MARK IS 175.0 FEET SOUTHEAST OF AND
 AE0753'ACROSS ROAD FROM THE SOUTHEAST CORNER OF A SMALL FRAME HOUSE.  IT IS
 AE0753'ABOUT 200.0 FEET NORTH OF THE INTERSECTION OF A DIRT ROAD LEADING
 AE0753'NORTHEAST, 36.0 FEET EAST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE
 AE0753'OF GRAVEL ROAD.  MONUMENT IS 3.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN
 AE0753'MARKER POST AND PROJECTS 0.2 FOOT.
 AE0753
 AE0753                          STATION RECOVERY (1972)
 AE0753
 AE0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0549 ***********************************************************************
 AE0549  DESIGNATION -  L 688
 AE0549  PID         -  AE0549
 AE0549  STATE/COUNTY-  TX/HIDALGO
 AE0549  USGS QUAD   -  MC COOK (1963)
 AE0549
 AE0549                         *CURRENT SURVEY CONTROL
 AE0549  ___________________________________________________________________
 AE0549* NAD 83(1986)-  26 23 40.     (N)    098 27 35.     (W)     SCALED    
 AE0549* NAVD 88     -        81.002  (meters)     265.75   (feet)  ADJUSTED  
 AE0549  ___________________________________________________________________
 AE0549  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0549  DYNAMIC HT  -          80.868 (meters)     265.31  (feet)  COMP
 AE0549  MODELED GRAV-     978,997.2   (mgal)                       NAVD 88
 AE0549
 AE0549  VERT ORDER  -  SECOND    CLASS 0
 AE0549
 AE0549.The horizontal coordinates were scaled from a topographic map and have
 AE0549.an estimated accuracy of +/- 6 seconds.
 AE0549
 AE0549.The orthometric height was determined by differential leveling
 AE0549.and adjusted by the National Geodetic Survey in June 1991..
 AE0549
 AE0549.The geoid height was determined by GEOID03.
 AE0549
 AE0549.The dynamic height is computed by dividing the NAVD 88
 AE0549.geopotential number by the normal gravity value computed on the
 AE0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0549.degrees latitude (g = 980.6199 gals.).
 AE0549
 AE0549.The modeled gravity was interpolated from observed gravity values.
 AE0549
 AE0549;                    North         East    Units  Estimated Accuracy
 AE0549;SPC TX S     - 5,080,630.      304,020.      MT  (+/- 180 meters Scaled)
 AE0549
 AE0549                          SUPERSEDED SURVEY CONTROL
 AE0549
 AE0549  NGVD 29 (??/??/92)   81.101  (m)          266.08   (f) ADJ UNCH    2 0
 AE0549
 AE0549.Superseded values are not recommended for survey control.
 AE0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0549.See file dsdata.txt to determine how the superseded data were derived.
 AE0549
 AE0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ538194(NAD 83)
 AE0549_MARKER: DB = BENCH MARK DISK
 AE0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0549_STAMPING: L 688 1942
 AE0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0549+STABILITY: SURFACE MOTION
 AE0549
 AE0549  HISTORY     - Date     Condition        Report By
 AE0549  HISTORY     - 1942     MONUMENTED       CGS
 AE0549
 AE0549                          STATION DESCRIPTION
 AE0549
 AE0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0549'10.5 MI N FROM LA JOYA.
 AE0549'TO REACH FROM THE NELLIE SCHUNOIR HIGH SCHOOL AT LA JOYA, PROCEED 0.3
 AE0549'MILE WESTERLY ALONG U.S. HIGHWAY NO. 83 TO THE INTERSECTION OF A
 AE0549'GRAVEL ROAD LEADING NORTH, THENCE 10.2 MILES NORTHERLY ALONG A GRAVEL
 AE0549'ROAD TO THE NORTHWEST CORNER OF AN OPEN FIELD AND SITE OF BENCH MARK.
 AE0549'BENCH MARK IS 0.05 MILE NORTH OF THE NORTHWEST CORNER OF AN OPEN
 AE0549'FIELD.  IT IS 31.5 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0549'CENTERLINE OF THE ROAD, 16.2 FEET WEST OF A 15.0 INCH DOUBLE TRUNK
 AE0549'MESQUITE TREE, 1.0 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE. MONUMENT
 AE0549'IS 2.6 FEET SOUTH OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS
 AE0549'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0782 ***********************************************************************
 AE0782  DESIGNATION -  L 689
 AE0782  PID         -  AE0782
 AE0782  STATE/COUNTY-  TX/JIM HOGG
 AE0782  USGS QUAD   -  GUERRA (1983)
 AE0782
 AE0782                         *CURRENT SURVEY CONTROL
 AE0782  ___________________________________________________________________
 AE0782* NAD 83(1986)-  26 55 28.     (N)    098 54 34.     (W)     SCALED    
 AE0782* NAVD 88     -       192.452  (meters)     631.40   (feet)  ADJUSTED  
 AE0782  ___________________________________________________________________
 AE0782  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 AE0782  DYNAMIC HT  -         192.137 (meters)     630.37  (feet)  COMP
 AE0782  MODELED GRAV-     979,005.0   (mgal)                       NAVD 88
 AE0782
 AE0782  VERT ORDER  -  SECOND    CLASS 0
 AE0782
 AE0782.The horizontal coordinates were scaled from a topographic map and have
 AE0782.an estimated accuracy of +/- 6 seconds.
 AE0782
 AE0782.The orthometric height was determined by differential leveling
 AE0782.and adjusted by the National Geodetic Survey in June 1991..
 AE0782
 AE0782.The geoid height was determined by GEOID03.
 AE0782
 AE0782.The dynamic height is computed by dividing the NAVD 88
 AE0782.geopotential number by the normal gravity value computed on the
 AE0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0782.degrees latitude (g = 980.6199 gals.).
 AE0782
 AE0782.The modeled gravity was interpolated from observed gravity values.
 AE0782
 AE0782;                    North         East    Units  Estimated Accuracy
 AE0782;SPC TX S     - 5,139,420.      259,340.      MT  (+/- 180 meters Scaled)
 AE0782
 AE0782                          SUPERSEDED SURVEY CONTROL
 AE0782
 AE0782  NGVD 29 (??/??/92)  192.477  (m)          631.49   (f) ADJ UNCH    2 0
 AE0782
 AE0782.Superseded values are not recommended for survey control.
 AE0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0782.See file dsdata.txt to determine how the superseded data were derived.
 AE0782
 AE0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ089780(NAD 83)
 AE0782_MARKER: DB = BENCH MARK DISK
 AE0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0782_STAMPING: L 689
 AE0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0782+STABILITY: SURFACE MOTION
 AE0782
 AE0782  HISTORY     - Date     Condition        Report By
 AE0782  HISTORY     - UNK      MONUMENTED       CGS
 AE0782  HISTORY     - 1942     GOOD             NGS
 AE0782  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0782
 AE0782                          STATION DESCRIPTION
 AE0782
 AE0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 AE0782'3.2 MI N FROM GUERRA.
 AE0782'TO REACH FROM THE SCHOOL BUILDING AT GUERRA, PROCEED 3.2 MILES
 AE0782'NORTHERLY ALONG A GRAVEL ROAD TO A CURVE AND SITE OF BENCH MARK. BENCH
 AE0782'MARK IS ABOUT 125.0 YARDS NORTHWEST OF A CURVE.  IT IS 50.0 FEET
 AE0782'SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL
 AE0782'ROAD, 23.0 FEET NORTHWEST OF THE CENTERLINE OF A GATE IN THE RIGHT OF
 AE0782'WAY FENCE.  IT IS 2.0 FEET NORTHEAST OF THE RIGHT OF WAY FENCE.
 AE0782'MONUMENT IS 2.0 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AE0782'AND PROJECTS 0.4 FOOT.
 AE0782
 AE0782                          STATION RECOVERY (1972)
 AE0782
 AE0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1291 ***********************************************************************
 BY1291  DESIGNATION -  L 69
 BY1291  PID         -  BY1291
 BY1291  STATE/COUNTY-  TX/CHEROKEE
 BY1291  USGS QUAD   -  NEW SUMMERFIELD (1973)
 BY1291
 BY1291                         *CURRENT SURVEY CONTROL
 BY1291  ___________________________________________________________________
 BY1291* NAD 83(1986)-  31 53 32.     (N)    095 04 35.     (W)     SCALED    
 BY1291* NAVD 88     -        85.812  (meters)     281.53   (feet)  ADJUSTED  
 BY1291  ___________________________________________________________________
 BY1291  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BY1291  DYNAMIC HT  -          85.709 (meters)     281.20  (feet)  COMP
 BY1291  MODELED GRAV-     979,441.9   (mgal)                       NAVD 88
 BY1291
 BY1291  VERT ORDER  -  FIRST     CLASS II
 BY1291
 BY1291.The horizontal coordinates were scaled from a topographic map and have
 BY1291.an estimated accuracy of +/- 6 seconds.
 BY1291
 BY1291.The orthometric height was determined by differential leveling
 BY1291.and adjusted by the National Geodetic Survey in June 1991..
 BY1291.WARNING-Repeat measurements at this control monument indicate possible
 BY1291.vertical movement.
 BY1291
 BY1291.The geoid height was determined by GEOID03.
 BY1291
 BY1291.The dynamic height is computed by dividing the NAVD 88
 BY1291.geopotential number by the normal gravity value computed on the
 BY1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1291.degrees latitude (g = 980.6199 gals.).
 BY1291
 BY1291.The modeled gravity was interpolated from observed gravity values.
 BY1291
 BY1291;                    North         East    Units  Estimated Accuracy
 BY1291;SPC TX C     - 3,258,480.    1,197,140.      MT  (+/- 180 meters Scaled)
 BY1291
 BY1291                          SUPERSEDED SURVEY CONTROL
 BY1291
 BY1291  NGVD 29 (??/??/92)   85.839  (m)          281.62   (f) ADJ UNCH    1 2
 BY1291
 BY1291.Superseded values are not recommended for survey control.
 BY1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1291.See file dsdata.txt to determine how the superseded data were derived.
 BY1291
 BY1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR036303(NAD 83)
 BY1291_MARKER: DB = BENCH MARK DISK
 BY1291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BY1291_SP_SET: BUILDING
 BY1291_STAMPING: L 69 1929 ELEV 281.305
 BY1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BY1291
 BY1291  HISTORY     - Date     Condition        Report By
 BY1291  HISTORY     - 1929     MONUMENTED       CGS
 BY1291  HISTORY     - 1952     GOOD             NGS
 BY1291  HISTORY     - 1980     GOOD             NGS
 BY1291  HISTORY     - 19910420 GOOD             USPSQD
 BY1291  HISTORY     - 19960420 GOOD             USPSQD
 BY1291  HISTORY     - 20040605 POOR             USPSQD
 BY1291
 BY1291                          STATION DESCRIPTION
 BY1291
 BY1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BY1291'IN PONTA.
 BY1291'AT PONTA, 92 YARDS NORTHWEST OF THE TEXAS AND NEW ORLEANS RAILROAD
 BY1291'STATION, SET VERTICALLY IN THE SOUTH WALL OF THE OLD BANK BUILDING
 BY1291'WHICH IS NOW OCCUPIED BY A GROCERY STORE, 7 FEET SOUTHWEST OF THE
 BY1291'CENTER OF THE SOUTHEAST ENTRANCE, 3 FEET ABOVE THE SIDEWALK.
 BY1291
 BY1291                          STATION RECOVERY (1980)
 BY1291
 BY1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1291'RECOVERED IN GOOD CONDITION.
 BY1291
 BY1291                          STATION RECOVERY (1991)
 BY1291
 BY1291'RECOVERY NOTE BY US POWER SQUADRON 1991 (GB)
 BY1291'RECOVERED IN GOOD CONDITION.
 BY1291
 BY1291                          STATION RECOVERY (1996)
 BY1291
 BY1291'RECOVERY NOTE BY US POWER SQUADRON 1996
 BY1291'RECOVERED IN GOOD CONDITION.
 BY1291
 BY1291                          STATION RECOVERY (2004)
 BY1291
 BY1291'RECOVERY NOTE BY US POWER SQUADRON 2004 (GLF)
 BY1291'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0383 ***********************************************************************
 AW0383  DESIGNATION -  L 690 RESET
 AW0383  PID         -  AW0383
 AW0383  STATE/COUNTY-  TX/HARRIS
 AW0383  USGS QUAD   -  JACINTO CITY (1982)
 AW0383
 AW0383                         *CURRENT SURVEY CONTROL
 AW0383  ___________________________________________________________________
 AW0383* NAD 83(1986)-  29 50 08.     (N)    095 12 12.     (W)     SCALED    
 AW0383* NAVD 88     -        11.095  (meters)      36.40   (feet)  ADJUSTED  
 AW0383  ___________________________________________________________________
 AW0383  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AW0383  DYNAMIC HT  -          11.080 (meters)      36.35  (feet)  COMP
 AW0383  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 AW0383
 AW0383  VERT ORDER  -  FIRST     CLASS I
 AW0383
 AW0383.The horizontal coordinates were scaled from a topographic map and have
 AW0383.an estimated accuracy of +/- 6 seconds.
 AW0383
 AW0383.The orthometric height was determined by differential leveling
 AW0383.and adjusted by the National Geodetic Survey in June 1991..
 AW0383
 AW0383.The geoid height was determined by GEOID03.
 AW0383
 AW0383.The dynamic height is computed by dividing the NAVD 88
 AW0383.geopotential number by the normal gravity value computed on the
 AW0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0383.degrees latitude (g = 980.6199 gals.).
 AW0383
 AW0383.The modeled gravity was interpolated from observed gravity values.
 AW0383
 AW0383;                    North         East    Units  Estimated Accuracy
 AW0383;SPC TXSC     - 4,227,860.      966,830.      MT  (+/- 180 meters Scaled)
 AW0383
 AW0383                          SUPERSEDED SURVEY CONTROL
 AW0383
 AW0383  NGVD 29 (12/23/87)   11.093  (m)           36.39   (f) ADJUSTED    1 1
 AW0383
 AW0383.Superseded values are not recommended for survey control.
 AW0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0383.See file dsdata.txt to determine how the superseded data were derived.
 AW0383
 AW0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP871026(NAD 83)
 AW0383_MARKER: DB = BENCH MARK DISK
 AW0383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW0383_SP_SET: HEADWALL
 AW0383_STAMPING: L 690 RESET 1951
 AW0383_MARK LOGO: CGS   
 AW0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0383+STABILITY: SURFACE MOTION
 AW0383
 AW0383  HISTORY     - Date     Condition        Report By
 AW0383  HISTORY     - 1951     MONUMENTED       CGS
 AW0383  HISTORY     - 1972     GOOD             NGS
 AW0383  HISTORY     - 1978     GOOD             NGS
 AW0383  HISTORY     - 1983     GOOD             NGS
 AW0383  HISTORY     - 1986     GOOD             NGS
 AW0383  HISTORY     - 1987     GOOD             USPSQD
 AW0383  HISTORY     - 1987     GOOD             USPSQD
 AW0383  HISTORY     - 19940911 GOOD             USPSQD
 AW0383
 AW0383                          STATION DESCRIPTION
 AW0383
 AW0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0383'5.1 MI SW FROM SHELDON.
 AW0383'ABOUT 5.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 90 FROM THE INTERSECTION
 AW0383'OF SHELDON ROAD, SET IN THE TOP CENTER OF THE NORTHEAST CONCRETE
 AW0383'HEADWALL OF A BOX CULVERT UNDER A PRIVATE ROAD, 44.4 FEET SOUTHEAST OF
 AW0383'THE SOUTHEAST RAIL, 46.2 FEET NORTHWEST OF THE CENTER LINE OF THE
 AW0383'HIGHWAY, 8 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 AW0383'NORTHWEST, 4 1/2 TELEGRAPH POLES SOUTHWEST OF MILE POST NO. 351, 168.6
 AW0383'FEET EAST OF J 1148 AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AW0383
 AW0383                          STATION RECOVERY (1978)
 AW0383
 AW0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0383'RECOVERED IN GOOD CONDITION.
 AW0383
 AW0383                          STATION RECOVERY (1983)
 AW0383
 AW0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW0383'RECOVERED IN GOOD CONDITION.
 AW0383
 AW0383                          STATION RECOVERY (1986)
 AW0383
 AW0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0383'RECOVERED IN GOOD CONDITION.
 AW0383
 AW0383                          STATION RECOVERY (1987)
 AW0383
 AW0383'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 AW0383'RECOVERED IN GOOD CONDITION.
 AW0383
 AW0383                          STATION RECOVERY (1987)
 AW0383
 AW0383'RECOVERY NOTE BY US POWER SQUADRON 1987 (LD)
 AW0383'RECOVERED IN GOOD CONDITION.
 AW0383
 AW0383                          STATION RECOVERY (1994)
 AW0383
 AW0383'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1147 ***********************************************************************
 AW1147  DESIGNATION -  L 691
 AW1147  PID         -  AW1147
 AW1147  STATE/COUNTY-  TX/BRAZORIA
 AW1147  USGS QUAD   -  MUSTANG BAYOU (1974)
 AW1147
 AW1147                         *CURRENT SURVEY CONTROL
 AW1147  ___________________________________________________________________
 AW1147* NAD 83(1986)-  29 21 20.     (N)    095 13 09.     (W)     SCALED    
 AW1147* NAVD 88     -         8.02   (+/-2cm)      26.3    (feet)  VERTCON   
 AW1147  ___________________________________________________________________
 AW1147  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AW1147
 AW1147  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW1147
 AW1147.The horizontal coordinates were scaled from a topographic map and have
 AW1147.an estimated accuracy of +/- 6 seconds.
 AW1147
 AW1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1147.The vertical order pertains to the NGVD 29 superseded value.
 AW1147
 AW1147.The geoid height was determined by GEOID03.
 AW1147
 AW1147;                    North         East    Units  Estimated Accuracy
 AW1147;SPC TXSC     - 4,174,640.      967,020.      MT  (+/- 180 meters Scaled)
 AW1147
 AW1147                          SUPERSEDED SURVEY CONTROL
 AW1147
 AW1147  NGVD 29 (??/??/92)    8.012  (m)           26.29   (f) ADJ UNCH    1 1
 AW1147
 AW1147.Superseded values are not recommended for survey control.
 AW1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1147.See file dsdata.txt to determine how the superseded data were derived.
 AW1147
 AW1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN845494(NAD 83)
 AW1147_MARKER: DB = BENCH MARK DISK
 AW1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1147_STAMPING: L 691 1942
 AW1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1147+STABILITY: SURFACE MOTION
 AW1147
 AW1147  HISTORY     - Date     Condition        Report By
 AW1147  HISTORY     - 1942     MONUMENTED       CGS
 AW1147  HISTORY     - 1973     GOOD             NGS
 AW1147  HISTORY     - 1978     GOOD             NGS
 AW1147  HISTORY     - 1991     GOOD             USPSQD
 AW1147
 AW1147                          STATION DESCRIPTION
 AW1147
 AW1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1147'5.35 MI NE FROM LIVERPOOL.
 AW1147'5.35 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AW1147'CROSSING OF MAIN STREET AT LIVERPOOL, 2 1/2 POLES NORTHEAST OF THE
 AW1147'CROSSING OF BRISCOE CANAL, 44.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 AW1147'92.7 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOLE 339, 36 FEET
 AW1147'NORTHWEST OF THE CENTER LINE OF COUNTY ROAD 169, 0.5 FOOT NORTHWEST OF
 AW1147'A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP
 AW1147'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 AW1147
 AW1147                          STATION RECOVERY (1978)
 AW1147
 AW1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1147'RECOVERED IN GOOD CONDITION.
 AW1147
 AW1147                          STATION RECOVERY (1991)
 AW1147
 AW1147'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT)
 AW1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4045 ***********************************************************************
 AW4045  DESIGNATION -  L 692
 AW4045  PID         -  AW4045
 AW4045  STATE/COUNTY-  TX/BRAZORIA
 AW4045  USGS QUAD   -  ROSHARON (1974)
 AW4045
 AW4045                         *CURRENT SURVEY CONTROL
 AW4045  ___________________________________________________________________
 AW4045* NAD 83(1986)-  29 20 27.     (N)    095 27 28.     (W)     SCALED    
 AW4045* NAVD 88     -        14.96   (+/-2cm)      49.1    (feet)  VERTCON   
 AW4045  ___________________________________________________________________
 AW4045  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AW4045
 AW4045  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4045
 AW4045.The horizontal coordinates were scaled from a topographic map and have
 AW4045.an estimated accuracy of +/- 6 seconds.
 AW4045
 AW4045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4045.The vertical order pertains to the NGVD 29 superseded value.
 AW4045
 AW4045.The geoid height was determined by GEOID03.
 AW4045
 AW4045;                    North         East    Units  Estimated Accuracy
 AW4045;SPC TXSC     - 4,172,280.      943,910.      MT  (+/- 180 meters Scaled)
 AW4045
 AW4045                          SUPERSEDED SURVEY CONTROL
 AW4045
 AW4045  NGVD 29 (??/??/92)   14.960  (m)           49.08   (f) ADJ UNCH    2 0
 AW4045
 AW4045.Superseded values are not recommended for survey control.
 AW4045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4045.See file dsdata.txt to determine how the superseded data were derived.
 AW4045
 AW4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN613482(NAD 83)
 AW4045_MARKER: DB = BENCH MARK DISK
 AW4045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4045_STAMPING: L 692 1942
 AW4045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4045+STABILITY: SURFACE MOTION
 AW4045
 AW4045  HISTORY     - Date     Condition        Report By
 AW4045  HISTORY     - 1942     MONUMENTED       CGS
 AW4045  HISTORY     - 1963     MARK NOT FOUND   USGS
 AW4045  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AW4045  HISTORY     - 20040312 MARK NOT FOUND   USPSQD
 AW4045
 AW4045                          STATION DESCRIPTION
 AW4045
 AW4045'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW4045'0.9 MI S FROM ROSHARON.
 AW4045'TO REACH FROM THE POST OFFICE AT ROSHARON, PROCEED 0.9 MILE SOUTH
 AW4045'ALONG THE MISSOURI PACIFIC RAILROAD TO A PRIVATE ROAD CROSSING AND TO
 AW4045'SITE OF BENCH MARK.  BENCH MARK IS 57.0 FEET WEST OF AND ABOUT 1.0
 AW4045'FOOT BELOW THE CENTERLINE OF HIGHWAY NO. 288, ABOUT 39.0 FEET EAST OF
 AW4045'AND 2.0 FEET BELOW THE CENTERLINE OF TRACK.  IT IS 30.0 FEET NORTH OF
 AW4045'AND LEVEL WITH THE CENTERLINE OF PRIVATE DIRT ROAD, AND IN LINE WITH A
 AW4045'ROW OF POLES.  MONUMENT IS 2.0 FEET NORTH OF A 4X4 INCH WHITE WOODEN
 AW4045'MARKER POST AND PROJECTS 0.4 FOOT, AND SET IN A CONCRETE POST.
 AW4045
 AW4045                          STATION RECOVERY (1963)
 AW4045
 AW4045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 AW4045'MARK NOT FOUND.
 AW4045
 AW4045                          STATION RECOVERY (1988)
 AW4045
 AW4045'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 AW4045'MARK NOT FOUND.
 AW4045
 AW4045                          STATION RECOVERY (2004)
 AW4045
 AW4045'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4045'GO SOUTH ON HW 521 FROM ARCOLA TO N29 20 27 W095 27 28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3948 ***********************************************************************
 AW3948  DESIGNATION -  L 693
 AW3948  PID         -  AW3948
 AW3948  STATE/COUNTY-  TX/BRAZORIA
 AW3948  USGS QUAD   -  LIVERPOOL (1963)
 AW3948
 AW3948                         *CURRENT SURVEY CONTROL
 AW3948  ___________________________________________________________________
 AW3948* NAD 83(1986)-  29 20 04.     (N)    095 18 02.     (W)     SCALED    
 AW3948* NAVD 88     -         8.73   (+/-2cm)      28.6    (feet)  VERTCON   
 AW3948  ___________________________________________________________________
 AW3948  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AW3948
 AW3948  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3948
 AW3948.The horizontal coordinates were scaled from a topographic map and have
 AW3948.an estimated accuracy of +/- 6 seconds.
 AW3948
 AW3948.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3948.The vertical order pertains to the NGVD 29 superseded value.
 AW3948
 AW3948.The geoid height was determined by GEOID03.
 AW3948
 AW3948;                    North         East    Units  Estimated Accuracy
 AW3948;SPC TXSC     - 4,172,040.      959,190.      MT  (+/- 180 meters Scaled)
 AW3948
 AW3948                          SUPERSEDED SURVEY CONTROL
 AW3948
 AW3948  NGVD 29 (??/??/92)    8.728  (m)           28.64   (f) ADJ UNCH    2 0
 AW3948
 AW3948.Superseded values are not recommended for survey control.
 AW3948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3948.See file dsdata.txt to determine how the superseded data were derived.
 AW3948
 AW3948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN766472(NAD 83)
 AW3948_MARKER: DB = BENCH MARK DISK
 AW3948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW3948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW3948_STAMPING: L 693 1942
 AW3948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW3948+STABILITY: SURFACE MOTION
 AW3948
 AW3948  HISTORY     - Date     Condition        Report By
 AW3948  HISTORY     - 1942     MONUMENTED       CGS
 AW3948  HISTORY     - 1976     GOOD             LOCENG
 AW3948
 AW3948                          STATION DESCRIPTION
 AW3948
 AW3948'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3948'3.0 MI NW FROM LIVERPOOL.
 AW3948'TO REACH FROM THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD STATION
 AW3948'AT LIVERPOOL, PROCEED 2.0 MILES NORTHWEST ALONG SHELL ROAD TO THE
 AW3948'INTERSECTION OF STATE HIGHWAY NO.35, THENCE CONTINUE ON A DIRT ROAD
 AW3948'1.0 MILE NORTHWEST TO A WIRE GATE IN RIGHT OF WAY FENCE AND SITE OF
 AW3948'BENCH MARK.  BENCH MARK IS 23.0 FEET NORTHEAST OF AND ABOUT THE SAME
 AW3948'ELEVATION AS THE CENTERLINE OF ROAD, 1.0 FOOT NORTHEAST OF THE RIGHT
 AW3948'OF WAY FENCE, 12.0 FEET SOUTHEAST OF THE CENTERLINE OF WIRE GATE.
 AW3948'MONUMENT IS 2.0 FEET NORTHWEST OF A 4X4 INCH WHITE WOODEN MARKER POST
 AW3948'AND PROJECTS 0.3 FOOT, SET IN A CONCRETE POST.
 AW3948
 AW3948                          STATION RECOVERY (1976)
 AW3948
 AW3948'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 AW3948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1213 ***********************************************************************
 AN1213  DESIGNATION -  L 694
 AN1213  PID         -  AN1213
 AN1213  STATE/COUNTY-  TX/REFUGIO
 AN1213  USGS QUAD   -  CRANELL (1978)
 AN1213
 AN1213                         *CURRENT SURVEY CONTROL
 AN1213  ___________________________________________________________________
 AN1213* NAD 83(1986)-  28 09 29.     (N)    097 24 05.     (W)     SCALED    
 AN1213* NAVD 88     -        13.195  (meters)      43.29   (feet)  ADJUSTED  
 AN1213  ___________________________________________________________________
 AN1213  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN1213  DYNAMIC HT  -          13.175 (meters)      43.23  (feet)  COMP
 AN1213  MODELED GRAV-     979,144.4   (mgal)                       NAVD 88
 AN1213
 AN1213  VERT ORDER  -  FIRST     CLASS II
 AN1213
 AN1213.The horizontal coordinates were scaled from a topographic map and have
 AN1213.an estimated accuracy of +/- 6 seconds.
 AN1213
 AN1213.The orthometric height was determined by differential leveling
 AN1213.and adjusted by the National Geodetic Survey in June 1991..
 AN1213
 AN1213.The geoid height was determined by GEOID03.
 AN1213
 AN1213.The dynamic height is computed by dividing the NAVD 88
 AN1213.geopotential number by the normal gravity value computed on the
 AN1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1213.degrees latitude (g = 980.6199 gals.).
 AN1213
 AN1213.The modeled gravity was interpolated from observed gravity values.
 AN1213
 AN1213;                    North         East    Units  Estimated Accuracy
 AN1213;SPC TXSC     - 4,037,060.      757,020.      MT  (+/- 180 meters Scaled)
 AN1213
 AN1213                          SUPERSEDED SURVEY CONTROL
 AN1213
 AN1213  NGVD 29 (??/??/92)   13.38   (m)           43.9    (f) COMPUTED    1 2
 AN1213
 AN1213.Superseded values are not recommended for survey control.
 AN1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1213.See file dsdata.txt to determine how the superseded data were derived.
 AN1213
 AN1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS569157(NAD 83)
 AN1213_MARKER: DB = BENCH MARK DISK
 AN1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1213_STAMPING: L 694 1942
 AN1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1213+STABILITY: SURFACE MOTION
 AN1213
 AN1213  HISTORY     - Date     Condition        Report By
 AN1213  HISTORY     - 1942     MONUMENTED       CGS
 AN1213  HISTORY     - 1973     MARK NOT FOUND   USGS
 AN1213  HISTORY     - 1978     MARK NOT FOUND   NGS
 AN1213  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN1213  HISTORY     - 19940716 MARK NOT FOUND   USPSQD
 AN1213  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AN1213
 AN1213                          STATION DESCRIPTION
 AN1213
 AN1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AN1213'7.0 MI SW FROM WOODSBORO.
 AN1213'TO REACH FROM THE RAILROAD STATION AT WOODSBORO, PROCEED 7.0 MILES
 AN1213'SOUTHWEST ALONG THE ST.LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN1213'POST NO.173 AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE
 AN1213'SOUTHWEST OF CRANELL STATION SIGN POST, 48.0 FEET SOUTHEAST OF AND 3.0
 AN1213'FEET BELOW THE CENTERLINE OF U.S. HIGHWAY NO. 77, 40.0 FEET NORTHWEST
 AN1213'OF AND 3.0 FEET BELOW THE CENTERLINE OF TRACK, 12.0 FEET NORTHEAST OF
 AN1213'THE MILE POST AND IN LINE OF A ROW OF POLES.  MONUMENT IS 3.0 FEET
 AN1213'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.4
 AN1213'FOOT.  STAMPED L 694 1942 AND SET IN THE TOP OF A CONCRETE POST.
 AN1213
 AN1213                          STATION RECOVERY (1973)
 AN1213
 AN1213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AN1213'MARK NOT FOUND.
 AN1213
 AN1213                          STATION RECOVERY (1978)
 AN1213
 AN1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN1213'NOT RECOVERED ON THIS DATE.
 AN1213
 AN1213                          STATION RECOVERY (1990)
 AN1213
 AN1213'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AN1213'MARK NOT FOUND.
 AN1213
 AN1213                          STATION RECOVERY (1994)
 AN1213
 AN1213'RECOVERY NOTE BY US POWER SQUADRON 1994
 AN1213'MARK NOT FOUND.
 AN1213
 AN1213                          STATION RECOVERY (1999)
 AN1213
 AN1213'RECOVERY NOTE BY US POWER SQUADRON 1999
 AN1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0468 ***********************************************************************
 AN0468  DESIGNATION -  L 695
 AN0468  PID         -  AN0468
 AN0468  STATE/COUNTY-  TX/VICTORIA
 AN0468  USGS QUAD   -  BLOOMINGTON (1995)
 AN0468
 AN0468                         *CURRENT SURVEY CONTROL
 AN0468  ___________________________________________________________________
 AN0468* NAD 83(1986)-  28 38 17.     (N)    096 54 20.     (W)     SCALED    
 AN0468* NAVD 88     -        13.711  (meters)      44.98   (feet)  ADJUSTED  
 AN0468  ___________________________________________________________________
 AN0468  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AN0468  DYNAMIC HT  -          13.691 (meters)      44.92  (feet)  COMP
 AN0468  MODELED GRAV-     979,186.4   (mgal)                       NAVD 88
 AN0468
 AN0468  VERT ORDER  -  FIRST     CLASS I
 AN0468
 AN0468.The horizontal coordinates were scaled from a topographic map and have
 AN0468.an estimated accuracy of +/- 6 seconds.
 AN0468
 AN0468.The orthometric height was determined by differential leveling
 AN0468.and adjusted by the National Geodetic Survey in June 1991..
 AN0468
 AN0468.The geoid height was determined by GEOID03.
 AN0468
 AN0468.The dynamic height is computed by dividing the NAVD 88
 AN0468.geopotential number by the normal gravity value computed on the
 AN0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN0468.degrees latitude (g = 980.6199 gals.).
 AN0468
 AN0468.The modeled gravity was interpolated from observed gravity values.
 AN0468
 AN0468;                    North         East    Units  Estimated Accuracy
 AN0468;SPC TXSC     - 4,091,020.      804,760.      MT  (+/- 180 meters Scaled)
 AN0468
 AN0468                          SUPERSEDED SURVEY CONTROL
 AN0468
 AN0468  NGVD 29 (??/??/92)   13.841  (m)           45.41   (f) ADJ UNCH    1 1
 AN0468
 AN0468.Superseded values are not recommended for survey control.
 AN0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0468.See file dsdata.txt to determine how the superseded data were derived.
 AN0468
 AN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS047696(NAD 83)
 AN0468_MARKER: DB = BENCH MARK DISK
 AN0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0468_STAMPING: L 695 1943
 AN0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0468+STABILITY: SURFACE MOTION
 AN0468
 AN0468  HISTORY     - Date     Condition        Report By
 AN0468  HISTORY     - 1943     MONUMENTED       CGS
 AN0468  HISTORY     - 1978     GOOD             NGS
 AN0468
 AN0468                          STATION DESCRIPTION
 AN0468
 AN0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0468'1.0 MI SW FROM BLOOMINGTON.
 AN0468'TO REACH FROM THE RAILROAD STATION AT BLOOMINGTON, PROCEED 1.0 MILE
 AN0468'SOUTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO RAILROAD TO MILE
 AN0468'POST NO.218.10 AND SITE OF BENCH MARK.  BENCH MARK IS 46.6 FEET
 AN0468'NORTHWEST AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF TRACK.  IT IS
 AN0468'35.0 FEET SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD CROSSING, 3.0
 AN0468'FEET SOUTHEAST OF THE RIGHT OF WAY FENCE CORNER AND 8.5 FEET NORTH OF
 AN0468'MILE POST NO.218.10.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH
 AN0468'WHITE WOODEN MARKER POST AND PROJECTS 0.4 FEET.  STAMPED L 695 1943
 AN0468'AND SET IN THE TOP OF A CONCRETE POST.
 AN0468
 AN0468                          STATION RECOVERY (1978)
 AN0468
 AN0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0562 ***********************************************************************
 AN0562  DESIGNATION -  L 696
 AN0562  PID         -  AN0562
 AN0562  STATE/COUNTY-  TX/JACKSON
 AN0562  USGS QUAD   -  MANSON (1995)
 AN0562
 AN0562                         *CURRENT SURVEY CONTROL
 AN0562  ___________________________________________________________________
 AN0562* NAD 83(1986)-  28 56 01.     (N)    096 36 08.     (W)     SCALED    
 AN0562* NAVD 88     -        17.37   (+/-2cm)      57.0    (feet)  VERTCON   
 AN0562  ___________________________________________________________________
 AN0562  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AN0562
 AN0562  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0562
 AN0562.The horizontal coordinates were scaled from a topographic map and have
 AN0562.an estimated accuracy of +/- 6 seconds.
 AN0562
 AN0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0562.The vertical order pertains to the NGVD 29 superseded value.
 AN0562
 AN0562.The geoid height was determined by GEOID03.
 AN0562
 AN0562;                    North         East    Units  Estimated Accuracy
 AN0562;SPC TXSC     - 4,124,340.      833,740.      MT  (+/- 180 meters Scaled)
 AN0562
 AN0562                          SUPERSEDED SURVEY CONTROL
 AN0562
 AN0562  NGVD 29 (??/??/92)   17.387  (m)           57.04   (f) ADJ UNCH    2 0
 AN0562
 AN0562.Superseded values are not recommended for survey control.
 AN0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0562.See file dsdata.txt to determine how the superseded data were derived.
 AN0562
 AN0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT337029(NAD 83)
 AN0562_MARKER: DB = BENCH MARK DISK
 AN0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0562_STAMPING: L 696 1943
 AN0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0562+STABILITY: SURFACE MOTION
 AN0562
 AN0562  HISTORY     - Date     Condition        Report By
 AN0562  HISTORY     - 1943     MONUMENTED       CGS
 AN0562  HISTORY     - 1972     MARK NOT FOUND   NGS
 AN0562
 AN0562                          STATION DESCRIPTION
 AN0562
 AN0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AN0562'5.2 MI SE FROM EDNA.
 AN0562'TO REACH FROM THE COUNTY COURT HOUSE AT EDNA, PROCEED 2.2 MILES
 AN0562'SOUTHEAST ALONG STATE HIGHWAY NO. 111 TO THE INTERSECTION OF IMPROVED
 AN0562'ROAD LEADING TO LOLITA, THENCE GO 2.0 MILES SOUTHERLY ON LOLITA ROAD
 AN0562'AND SITE OF BENCH MARK.  BENCH MARK IS 91.6 FEET SOUTH OF THE
 AN0562'SOUTHEAST CORNER OF A SMALL FARM HOUSE.  IT IS 26.4 FEET NORTHEAST OF
 AN0562'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, ABOUT 11.0
 AN0562'FEET SOUTHEAST OF A FENCE CORNER AND 1.0 FOOT NORTHEAST OF THE RIGHT
 AN0562'OF WAY FENCE.  MONUMENT IS 3.0 FEET NORTHWEST OF A 4X4 INCH WOODEN
 AN0562'MARKER POST AND PROJECTS 0.3 FOOT.  NOTE-- THE HIGHWAY HAS BEEN
 AN0562'WIDENED AND MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0641 ***********************************************************************
 AN0641  DESIGNATION -  L 697
 AN0641  PID         -  AN0641
 AN0641  STATE/COUNTY-  TX/VICTORIA
 AN0641  USGS QUAD   -  LA SALLE (1995)
 AN0641
 AN0641                         *CURRENT SURVEY CONTROL
 AN0641  ___________________________________________________________________
 AN0641* NAD 83(1986)-  28 47 39.     (N)    096 43 11.     (W)     SCALED    
 AN0641* NAVD 88     -        12.09   (+/-2cm)      39.7    (feet)  VERTCON   
 AN0641  ___________________________________________________________________
 AN0641  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0641
 AN0641  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0641
 AN0641.The horizontal coordinates were scaled from a topographic map and have
 AN0641.an estimated accuracy of +/- 6 seconds.
 AN0641
 AN0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0641.The vertical order pertains to the NGVD 29 superseded value.
 AN0641
 AN0641.The geoid height was determined by GEOID03.
 AN0641
 AN0641;                    North         East    Units  Estimated Accuracy
 AN0641;SPC TXSC     - 4,108,660.      822,590.      MT  (+/- 180 meters Scaled)
 AN0641
 AN0641                          SUPERSEDED SURVEY CONTROL
 AN0641
 AN0641  NGVD 29 (??/??/92)   12.205  (m)           40.04   (f) ADJ UNCH    2 0
 AN0641
 AN0641.Superseded values are not recommended for survey control.
 AN0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0641.See file dsdata.txt to determine how the superseded data were derived.
 AN0641
 AN0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS225873(NAD 83)
 AN0641_MARKER: DB = BENCH MARK DISK
 AN0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0641_STAMPING: L 697 1943
 AN0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0641+STABILITY: SURFACE MOTION
 AN0641
 AN0641  HISTORY     - Date     Condition        Report By
 AN0641  HISTORY     - 1943     MONUMENTED       CGS
 AN0641  HISTORY     - 1978     GOOD             NGS
 AN0641
 AN0641                          STATION DESCRIPTION
 AN0641
 AN0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0641'9.4 MI SE FROM INEZ.
 AN0641'9.4 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE PUBLIC SCHOOL AT
 AN0641'INEZ, VICTORIA COUNTY, AT A CATTLE GUARD ACROSS THE ROAD, 21.5 FEET
 AN0641'EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE DIVIDING
 AN0641'TWO PASTURES, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2
 AN0641'FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED L 697 1943 AND SET
 AN0641'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 AN0641
 AN0641                          STATION RECOVERY (1978)
 AN0641
 AN0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AN0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0622 ***********************************************************************
 AN0622  DESIGNATION -  L 698
 AN0622  PID         -  AN0622
 AN0622  STATE/COUNTY-  TX/VICTORIA
 AN0622  USGS QUAD   -  VICTORIA EAST (1995)
 AN0622
 AN0622                         *CURRENT SURVEY CONTROL
 AN0622  ___________________________________________________________________
 AN0622* NAD 83(1986)-  28 51 04.     (N)    096 53 22.     (W)     SCALED    
 AN0622* NAVD 88     -        27.18   (+/-2cm)      89.2    (feet)  VERTCON   
 AN0622  ___________________________________________________________________
 AN0622  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0622
 AN0622  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0622
 AN0622.The horizontal coordinates were scaled from a topographic map and have
 AN0622.an estimated accuracy of +/- 6 seconds.
 AN0622
 AN0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0622.The vertical order pertains to the NGVD 29 superseded value.
 AN0622
 AN0622.The geoid height was determined by GEOID03.
 AN0622
 AN0622;                    North         East    Units  Estimated Accuracy
 AN0622;SPC TXSC     - 4,114,660.      805,910.      MT  (+/- 180 meters Scaled)
 AN0622
 AN0622                          SUPERSEDED SURVEY CONTROL
 AN0622
 AN0622  NGVD 29 (??/??/92)   27.26   (m)           89.4    (f) COMPUTED    2 0
 AN0622
 AN0622.Superseded values are not recommended for survey control.
 AN0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0622.See file dsdata.txt to determine how the superseded data were derived.
 AN0622
 AN0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS058933(NAD 83)
 AN0622_MARKER: DB = BENCH MARK DISK
 AN0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN0622_SP_SET: CULVERT
 AN0622_STAMPING: L 698 1943
 AN0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN0622
 AN0622  HISTORY     - Date     Condition        Report By
 AN0622  HISTORY     - 1943     MONUMENTED       CGS
 AN0622
 AN0622                          STATION DESCRIPTION
 AN0622
 AN0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0622'IN TELFENER.
 AN0622'BENCH MARK IS 109.0 FEET NORTH OF THE TEXAS AND NEW ORLEANS RAILROAD
 AN0622'STATION SIGN POST, AT TELFENER, ABOUT 55.0 FEET NORTHWEST OF AND ABOUT
 AN0622'THE SAME ELEVATION AS THE CENTERLINE OF TRACK, ABOUT 44.5 FEET
 AN0622'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 59.  IT IS SET
 AN0622'HORIZONTALLY IN THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL
 AN0622'OF A 3.0 FOOT IRON PIPE CULVERT UNDER A GRAVEL ROAD, ABOUT 12.5 FEET
 AN0622'NORTHEAST OF GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0623 ***********************************************************************
 AN0623  DESIGNATION -  L 698 RESET 1955
 AN0623  PID         -  AN0623
 AN0623  STATE/COUNTY-  TX/VICTORIA
 AN0623  USGS QUAD   -  VICTORIA EAST (1995)
 AN0623
 AN0623                         *CURRENT SURVEY CONTROL
 AN0623  ___________________________________________________________________
 AN0623* NAD 83(1986)-  28 51 04.     (N)    096 53 22.     (W)     SCALED    
 AN0623* NAVD 88     -        26.69   (+/-2cm)      87.6    (feet)  VERTCON   
 AN0623  ___________________________________________________________________
 AN0623  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AN0623
 AN0623  VERT ORDER  -  THIRD (See Below)
 AN0623
 AN0623.The horizontal coordinates were scaled from a topographic map and have
 AN0623.an estimated accuracy of +/- 6 seconds.
 AN0623
 AN0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0623.The vertical order pertains to the NGVD 29 superseded value.
 AN0623
 AN0623.The geoid height was determined by GEOID03.
 AN0623
 AN0623;                    North         East    Units  Estimated Accuracy
 AN0623;SPC TXSC     - 4,114,660.      805,910.      MT  (+/- 180 meters Scaled)
 AN0623
 AN0623                          SUPERSEDED SURVEY CONTROL
 AN0623
 AN0623  NGVD 29 (??/??/??)   26.76   (m)           87.8    (f) RESET       3  
 AN0623
 AN0623.Superseded values are not recommended for survey control.
 AN0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0623.See file dsdata.txt to determine how the superseded data were derived.
 AN0623
 AN0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQS058933(NAD 83)
 AN0623_MARKER: DD = SURVEY DISK
 AN0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0623_STAMPING: L 698 RESET 1955
 AN0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0623+STABILITY: SURFACE MOTION
 AN0623
 AN0623  HISTORY     - Date     Condition        Report By
 AN0623  HISTORY     - 1955     MONUMENTED       TXHD
 AN0623  HISTORY     - 1973     GOOD             NGS
 AN0623  HISTORY     - 19910428 GOOD             USPSQD
 AN0623
 AN0623                          STATION DESCRIPTION
 AN0623
 AN0623'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1955
 AN0623'IN TELFENER.
 AN0623'AT TELFENER, VICTORIA COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY 59
 AN0623'AND FARM-TO-MARKET HIGHWAY 1686, 52.4 FEET SOUTHEAST OF THE CENTERLINE
 AN0623'OF U.S. HIGHWAY 59, 29 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AN0623'FARM-TO-MARKET HIGHWAY, AND 1.5 FEET FROM THE SOUTHWEST HEADWALL OF A
 AN0623'3-FOOT IRON-PIPE CULVERT.  A STANDARD DISK, STAMPED L 698 RESET 1955
 AN0623'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE
 AN0623'GROUND.
 AN0623
 AN0623                          STATION RECOVERY (1973)
 AN0623
 AN0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AN0623'RECOVERED IN GOOD CONDITION.
 AN0623
 AN0623                          STATION RECOVERY (1991)
 AN0623
 AN0623'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMH)
 AN0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1517 ***********************************************************************
 AN1517  DESIGNATION -  L 699 RESET 1951
 AN1517  PID         -  AN1517
 AN1517  STATE/COUNTY-  TX/SAN PATRICIO
 AN1517  USGS QUAD   -  SINTON WEST (1979)
 AN1517
 AN1517                         *CURRENT SURVEY CONTROL
 AN1517  ___________________________________________________________________
 AN1517* NAD 83(1986)-  28 01 25.     (N)    097 31 03.     (W)     SCALED    
 AN1517* NAVD 88     -        16.01   (meters)      52.5    (feet)  RESET     
 AN1517  ___________________________________________________________________
 AN1517  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AN1517
 AN1517  VERT ORDER  -  THIRD
 AN1517
 AN1517.The horizontal coordinates were scaled from a topographic map and have
 AN1517.an estimated accuracy of +/- 6 seconds.
 AN1517
 AN1517.The orthometric height was computed from unverified reset data.
 AN1517
 AN1517.The geoid height was determined by GEOID03.
 AN1517
 AN1517;                    North         East    Units  Estimated Accuracy
 AN1517;SPC TX S     - 5,261,520.      396,620.      MT  (+/- 180 meters Scaled)
 AN1517
 AN1517                          SUPERSEDED SURVEY CONTROL
 AN1517
 AN1517.No superseded survey control is available for this station.
 AN1517
 AN1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS457007(NAD 83)
 AN1517_MARKER: DB = BENCH MARK DISK
 AN1517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1517_SP_SET: CULVERT
 AN1517_STAMPING: L 699 RESET 1951
 AN1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1517
 AN1517  HISTORY     - Date     Condition        Report By
 AN1517  HISTORY     - 1951     MONUMENTED       TXHD
 AN1517
 AN1517                          STATION DESCRIPTION
 AN1517
 AN1517'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1951
 AN1517'1.1 MI SW FROM SINTON.
 AN1517'1.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC LINES, FROM THE STATION
 AN1517'AT SINTON, SAN PATRICIO COUNTY, BETWEEN THE SECOND AND THIRD POLES
 AN1517'SOUTHWEST OF MILEPOST 161, 122 FEET NORTHWEST OF THE CENTERLINE OF THE
 AN1517'TRACK, AT THE 8- BY 8-FOOT DOUBLE CONCRETE CULVERT UNDER U. S. HIGHWAY
 AN1517'77, IN THE NORTHWEST HEADWALL ABOVE THE NORTHEAST CORNER OF THE
 AN1517'CULVERT BARREL, AND 0.4 FOOT LOWER THAN THE CENTERLINE OF THE HIGHWAY.
 AN1517'A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0353 ***********************************************************************
 CD0353  DESIGNATION -  L 7
 CD0353  PID         -  CD0353
 CD0353  STATE/COUNTY-  TX/CULBERSON
 CD0353  USGS QUAD   -  SIX BAR RANCH (1973)
 CD0353
 CD0353                         *CURRENT SURVEY CONTROL
 CD0353  ___________________________________________________________________
 CD0353* NAD 83(1986)-  31 41 54.     (N)    104 51 42.     (W)     SCALED    
 CD0353* NAVD 88     -      1193.293  (meters)    3915.00   (feet)  ADJUSTED  
 CD0353  ___________________________________________________________________
 CD0353  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CD0353  DYNAMIC HT  -        1191.474 (meters)    3909.03  (feet)  COMP
 CD0353  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 CD0353
 CD0353  VERT ORDER  -  SECOND    CLASS 0
 CD0353
 CD0353.The horizontal coordinates were scaled from a topographic map and have
 CD0353.an estimated accuracy of +/- 6 seconds.
 CD0353
 CD0353.The orthometric height was determined by differential leveling
 CD0353.and adjusted by the National Geodetic Survey in June 1991..
 CD0353
 CD0353.The geoid height was determined by GEOID03.
 CD0353
 CD0353.The dynamic height is computed by dividing the NAVD 88
 CD0353.geopotential number by the normal gravity value computed on the
 CD0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0353.degrees latitude (g = 980.6199 gals.).
 CD0353
 CD0353.The modeled gravity was interpolated from observed gravity values.
 CD0353
 CD0353;                    North         East    Units  Estimated Accuracy
 CD0353;SPC TX C     - 3,233,960.      270,850.      MT  (+/- 180 meters Scaled)
 CD0353
 CD0353                          SUPERSEDED SURVEY CONTROL
 CD0353
 CD0353  NGVD 29 (??/??/92) 1192.752  (m)         3913.22   (f) ADJ UNCH    2 0
 CD0353
 CD0353.Superseded values are not recommended for survey control.
 CD0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0353.See file dsdata.txt to determine how the superseded data were derived.
 CD0353
 CD0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER131070(NAD 83)
 CD0353_MARKER: DD = SURVEY DISK
 CD0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0353_STAMPING: L 7 3914 1933
 CD0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0353+STABILITY: SURFACE MOTION
 CD0353
 CD0353  HISTORY     - Date     Condition        Report By
 CD0353  HISTORY     - 1933     MONUMENTED       USGS
 CD0353  HISTORY     - 1958     GOOD             NGS
 CD0353
 CD0353                          STATION DESCRIPTION
 CD0353
 CD0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0353'48.5 MI N FROM VAN HORN.
 CD0353'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0353'STATION AT VAN HORN, THENCE ABOUT 48.35 MILE NORTH ALONG STATE HIGHWAY
 CD0353'54, THENCE ABOUT 0.1 MILE EAST ALONG A FENCE TO THE OLD HIGHWAY. 37
 CD0353'FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 120 FEET SOUTH OF AN
 CD0353'OLD CATTLE GUARD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 CD0353'LEVEL WITH THE OLD HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CD0353'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0038 ***********************************************************************
 AX0038  DESIGNATION -  L 7
 AX0038  PID         -  AX0038
 AX0038  STATE/COUNTY-  TX/AUSTIN
 AX0038  USGS QUAD   -  CAT SPRING (1981)
 AX0038
 AX0038                         *CURRENT SURVEY CONTROL
 AX0038  ___________________________________________________________________
 AX0038* NAD 83(1986)-  29 50 50.     (N)    096 19 45.     (W)     SCALED    
 AX0038* NAVD 88     -        92.579  (meters)     303.74   (feet)  ADJUSTED  
 AX0038  ___________________________________________________________________
 AX0038  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AX0038  DYNAMIC HT  -          92.452 (meters)     303.32  (feet)  COMP
 AX0038  MODELED GRAV-     979,268.3   (mgal)                       NAVD 88
 AX0038  OBS GRAVITY -     979,265.8   (mgal)                       GRAV_OBS
 AX0038
 AX0038  VERT ORDER  -  FIRST     CLASS I
 AX0038
 AX0038.The horizontal coordinates were scaled from a topographic map and have
 AX0038.an estimated accuracy of +/- 6 seconds.
 AX0038
 AX0038.The orthometric height was determined by differential leveling
 AX0038.and adjusted by the National Geodetic Survey in June 1991..
 AX0038
 AX0038.The geoid height was determined by GEOID03.
 AX0038
 AX0038.The dynamic height is computed by dividing the NAVD 88
 AX0038.geopotential number by the normal gravity value computed on the
 AX0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0038.degrees latitude (g = 980.6199 gals.).
 AX0038
 AX0038.The modeled gravity was interpolated from observed gravity values.
 AX0038.The observed gravity was obtained from relative gravimeter ties
 AX0038.to the IGSN71 gravity network.
 AX0038
 AX0038;                    North         East    Units  Estimated Accuracy
 AX0038;SPC TXSC     - 4,226,140.      858,050.      MT  (+/- 180 meters Scaled)
 AX0038
 AX0038                          SUPERSEDED SURVEY CONTROL
 AX0038
 AX0038  NGVD 29 (12/23/87)   92.551  (m)          303.64   (f) ADJUSTED    1 1
 AX0038
 AX0038.Superseded values are not recommended for survey control.
 AX0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0038.See file dsdata.txt to determine how the superseded data were derived.
 AX0038
 AX0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU580048(NAD 83)
 AX0038_MARKER: Q = CHISELED SQUARE
 AX0038_SETTING: 0 = UNSPECIFIED SETTING
 AX0038_SP_SET: STONE POST
 AX0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0038+STABILITY: SURFACE MOTION
 AX0038
 AX0038  HISTORY     - Date     Condition        Report By
 AX0038  HISTORY     - UNK      MONUMENTED       CGS
 AX0038  HISTORY     - 1973     GOOD             NGS
 AX0038  HISTORY     - 1976     GOOD             NGS
 AX0038  HISTORY     - 1976     GOOD             NGS
 AX0038  HISTORY     - 1978     GOOD             NGS
 AX0038  HISTORY     - 1986     GOOD             NGS
 AX0038  HISTORY     - 19991017 GOOD             USPSQD
 AX0038
 AX0038                          STATION DESCRIPTION
 AX0038
 AX0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX0038'0.2 MI W FROM CAT SPRING.
 AX0038'0.2 MILE WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX0038'CROSSING OF FARM ROAD 949 AT CAT SPRING, 2 1/2 POLES WEST OF MILE POLE
 AX0038'1024, 210 1/2 FEET WEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 49.5
 AX0038'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 126.0 FEET WEST OF THE
 AX0038'NORTHWEST CORNER OF A WHITE FRAME HOUSE, 41 FEET EAST OF A TELEPHONE
 AX0038'POLE, 3.8 FEET EAST OF A FENCE, 0.7 FOOT SOUTH OF A FENCE, 1.3 FEET
 AX0038'WEST OF WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, THE BOTTOM OF
 AX0038'A SQUARE HOLE IN THE TOP OF A STONE POST PROJECTING 0.2 FOOT ABOVE THE
 AX0038'GROUND.
 AX0038
 AX0038                          STATION RECOVERY (1976)
 AX0038
 AX0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0038'RECOVERED IN GOOD CONDITION.
 AX0038
 AX0038                          STATION RECOVERY (1976)
 AX0038
 AX0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX0038'RECOVERED IN GOOD CONDITION.
 AX0038
 AX0038                          STATION RECOVERY (1978)
 AX0038
 AX0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX0038'ADD=IN THE NORTH CORNER OF GARDEN AREA.
 AX0038
 AX0038                          STATION RECOVERY (1986)
 AX0038
 AX0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX0038'RECOVERED IN GOOD CONDITION.  THE 1973 DESCRIPTION IS ADEQUATE EXCEPT
 AX0038'ADD--ALSO 0.32 KM (0.2 MI) WEST-NORTHWEST ALONG AN ASPHALT ROAD AND
 AX0038'THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE JUNCTION OF FM ROAD 949 IN
 AX0038'CAT SPRINGS.
 AX0038
 AX0038                          STATION RECOVERY (1999)
 AX0038
 AX0038'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0002 ***********************************************************************
 DQ0002  DESIGNATION -  L 70
 DQ0002  PID         -  DQ0002
 DQ0002  STATE/COUNTY-  TX/LAMB
 DQ0002  USGS QUAD   -  LITTLEFIELD (1981)
 DQ0002
 DQ0002                         *CURRENT SURVEY CONTROL
 DQ0002  ___________________________________________________________________
 DQ0002* NAD 83(1986)-  33 57 39.     (N)    102 22 29.     (W)     SCALED    
 DQ0002* NAVD 88     -      1101.691  (meters)    3614.46   (feet)  ADJUSTED  
 DQ0002  ___________________________________________________________________
 DQ0002  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 DQ0002  DYNAMIC HT  -        1100.262 (meters)    3609.78  (feet)  COMP
 DQ0002  MODELED GRAV-     979,301.6   (mgal)                       NAVD 88
 DQ0002
 DQ0002  VERT ORDER  -  FIRST     CLASS II
 DQ0002
 DQ0002.The horizontal coordinates were scaled from a topographic map and have
 DQ0002.an estimated accuracy of +/- 6 seconds.
 DQ0002
 DQ0002.The orthometric height was determined by differential leveling
 DQ0002.and adjusted by the National Geodetic Survey in June 1991..
 DQ0002
 DQ0002.The geoid height was determined by GEOID03.
 DQ0002
 DQ0002.The dynamic height is computed by dividing the NAVD 88
 DQ0002.geopotential number by the normal gravity value computed on the
 DQ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0002.degrees latitude (g = 980.6199 gals.).
 DQ0002
 DQ0002.The modeled gravity was interpolated from observed gravity values.
 DQ0002
 DQ0002;                    North         East    Units  Estimated Accuracy
 DQ0002;SPC TXNC     - 2,261,020.      241,950.      MT  (+/- 180 meters Scaled)
 DQ0002
 DQ0002                          SUPERSEDED SURVEY CONTROL
 DQ0002
 DQ0002  NGVD 29 (??/??/92) 1101.216  (m)         3612.91   (f) ADJ UNCH    1 2
 DQ0002
 DQ0002.Superseded values are not recommended for survey control.
 DQ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0002.See file dsdata.txt to determine how the superseded data were derived.
 DQ0002
 DQ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGT425609(NAD 83)
 DQ0002_MARKER: DB = BENCH MARK DISK
 DQ0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ0002_SP_SET: PIER
 DQ0002_STAMPING: 3612.906 L 70 1930
 DQ0002_MARK LOGO: CGS   
 DQ0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0002
 DQ0002  HISTORY     - Date     Condition        Report By
 DQ0002  HISTORY     - 1930     MONUMENTED       CGS
 DQ0002  HISTORY     - 1934     GOOD             NGS
 DQ0002  HISTORY     - 1982     GOOD             NGS
 DQ0002
 DQ0002                          STATION DESCRIPTION
 DQ0002
 DQ0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0002'3.5 MI N FROM LITTLEFIELD.
 DQ0002'3.5 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DQ0002'LITTLEFIELD, LAMB COUNTY, ABOUT 0.5 MILE SOUTH OF MILEPOST 49, AT
 DQ0002'BRIDGE 49A, IN THE NORTH PIER, AND ON THE WEST SIDE OF THE TRACK.
 DQ0002
 DQ0002                          STATION RECOVERY (1982)
 DQ0002
 DQ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0002'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.5 KM (5.3 MI)
 DQ0002'NORTHWESTERLY ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S.
 DQ0002'HIGHWAY 385 IN LITTLEFIELD, 0.7 KM (0.45 MI) SOUTHEAST OF RAILROAD
 DQ0002'MILEPOST 49, IN TOP OF THE SOUTHWEST CORNER OF THE NORTHWEST CONCRETE
 DQ0002'ABUTMENT OF AN SANTA FE RAILROAD TRESTLE, 29.6 METERS (97.1 FT)
 DQ0002'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 DQ0002'HIGHWAY AND 2.9 METERS (9.5 FT) SOUTHWEST OF THE NEAR RAIL.
 DQ0002'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0200 ***********************************************************************
 BO0200  DESIGNATION -  L 700
 BO0200  PID         -  BO0200
 BO0200  STATE/COUNTY-  TX/CROCKETT
 BO0200  USGS QUAD   -  INDIO HILL (1967)
 BO0200
 BO0200                         *CURRENT SURVEY CONTROL
 BO0200  ___________________________________________________________________
 BO0200* NAD 83(1986)-  30 51 44.     (N)    101 09 37.     (W)     SCALED    
 BO0200* NAVD 88     -       780.154  (meters)    2559.56   (feet)  ADJUSTED  
 BO0200  ___________________________________________________________________
 BO0200  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 BO0200  DYNAMIC HT  -         779.017 (meters)    2555.82  (feet)  COMP
 BO0200  MODELED GRAV-     979,157.6   (mgal)                       NAVD 88
 BO0200
 BO0200  VERT ORDER  -  SECOND    CLASS 0
 BO0200
 BO0200.The horizontal coordinates were scaled from a topographic map and have
 BO0200.an estimated accuracy of +/- 6 seconds.
 BO0200
 BO0200.The orthometric height was determined by differential leveling
 BO0200.and adjusted by the National Geodetic Survey in June 1991..
 BO0200
 BO0200.The geoid height was determined by GEOID03.
 BO0200
 BO0200.The dynamic height is computed by dividing the NAVD 88
 BO0200.geopotential number by the normal gravity value computed on the
 BO0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0200.degrees latitude (g = 980.6199 gals.).
 BO0200
 BO0200.The modeled gravity was interpolated from observed gravity values.
 BO0200
 BO0200;                    North         East    Units  Estimated Accuracy
 BO0200;SPC TX C     - 3,132,830.      620,920.      MT  (+/- 180 meters Scaled)
 BO0200
 BO0200                          SUPERSEDED SURVEY CONTROL
 BO0200
 BO0200  NGVD 29 (??/??/92)  779.923  (m)         2558.80   (f) ADJ UNCH    2 0
 BO0200
 BO0200.Superseded values are not recommended for survey control.
 BO0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0200.See file dsdata.txt to determine how the superseded data were derived.
 BO0200
 BO0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV934163(NAD 83)
 BO0200_MARKER: DB = BENCH MARK DISK
 BO0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0200_STAMPING: L 700 1942
 BO0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0200+STABILITY: SURFACE MOTION
 BO0200
 BO0200  HISTORY     - Date     Condition        Report By
 BO0200  HISTORY     - 1942     MONUMENTED       CGS
 BO0200  HISTORY     - 1966     GOOD             NGS
 BO0200
 BO0200                          STATION DESCRIPTION
 BO0200
 BO0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BO0200'11.2 MI N FROM OZONA.
 BO0200'ABOUT 11.2 MILES NORTH ALONG STATE HIGHWAY 163 FROM THE OZONA NATIONAL
 BO0200'BANK AT OZONA, CROCKETT COUNTY, 45.4 FEET EAST OF THE CENTER LINE OF
 BO0200'THE HIGHWAY, 2.5 FEET WEST OF A WIRE FENCE PARALLELING THE HIGHWAY,
 BO0200'3.8 FEET NORTH OF A POLE, IN LINE WITH THE ROW OF POLES, 2 FEET SOUTH
 BO0200'OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET LOWER THAN THE
 BO0200'HIGHWAY.  A STANDARD DISK, STAMPED L 700 1942 AND SET IN THE TOP OF A
 BO0200'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0176 ***********************************************************************
 BO0176  DESIGNATION -  L 701
 BO0176  PID         -  BO0176
 BO0176  STATE/COUNTY-  TX/CROCKETT
 BO0176  USGS QUAD   -  MITCHELL CANYON NE (1979)
 BO0176
 BO0176                         *CURRENT SURVEY CONTROL
 BO0176  ___________________________________________________________________
 BO0176* NAD 83(1986)-  30 37 46.     (N)    101 16 17.     (W)     SCALED    
 BO0176* NAVD 88     -       767.421  (meters)    2517.78   (feet)  ADJUSTED  
 BO0176  ___________________________________________________________________
 BO0176  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 BO0176  DYNAMIC HT  -         766.286 (meters)    2514.06  (feet)  COMP
 BO0176  MODELED GRAV-     979,137.5   (mgal)                       NAVD 88
 BO0176
 BO0176  VERT ORDER  -  FIRST     CLASS II
 BO0176
 BO0176.The horizontal coordinates were scaled from a topographic map and have
 BO0176.an estimated accuracy of +/- 6 seconds.
 BO0176
 BO0176.The orthometric height was determined by differential leveling
 BO0176.and adjusted by the National Geodetic Survey in June 1991..
 BO0176
 BO0176.The geoid height was determined by GEOID03.
 BO0176
 BO0176.The dynamic height is computed by dividing the NAVD 88
 BO0176.geopotential number by the normal gravity value computed on the
 BO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0176.degrees latitude (g = 980.6199 gals.).
 BO0176
 BO0176.The modeled gravity was interpolated from observed gravity values.
 BO0176
 BO0176;                    North         East    Units  Estimated Accuracy
 BO0176;SPC TX C     - 3,107,110.      610,080.      MT  (+/- 180 meters Scaled)
 BO0176
 BO0176                          SUPERSEDED SURVEY CONTROL
 BO0176
 BO0176  NGVD 29 (??/??/92)  767.206  (m)         2517.07   (f) ADJ UNCH    1 2
 BO0176
 BO0176.Superseded values are not recommended for survey control.
 BO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0176.See file dsdata.txt to determine how the superseded data were derived.
 BO0176
 BO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU822907(NAD 83)
 BO0176_MARKER: DB = BENCH MARK DISK
 BO0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0176_STAMPING: L 701 1942
 BO0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0176+STABILITY: SURFACE MOTION
 BO0176
 BO0176  HISTORY     - Date     Condition        Report By
 BO0176  HISTORY     - 1942     MONUMENTED       CGS
 BO0176  HISTORY     - 1967     GOOD             USGS
 BO0176  HISTORY     - 1969     GOOD             NGS
 BO0176
 BO0176                          STATION DESCRIPTION
 BO0176
 BO0176'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 BO0176'4.6 MI W FROM OZONA.
 BO0176'5.2 MILES WEST ALONG U.S. HIGHWAY 290 FROM THE COURTHOUSE AT OZONA,
 BO0176'CROCKETT COUNTY, TO INTERSECTION OF U.S. HIGHWAY 290 AND RANCH ROAD
 BO0176'2083, THENCE 5.3 MILES SOUTH ALONG RANCH ROAD 2083.  48 FEET WEST OF
 BO0176'THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF A WIRE FENCE, 132 FEET
 BO0176'NORTH OF THE CENTER OF AN ALUMINUM GATE ON A NORTH-SOUTH FENCE LINE AT
 BO0176'ROAD LEADING WEST TO A GAS WELL, AND 1.2 FEET LOWER THAN THE HIGHWAY.
 BO0176'A STANDARD DISK, STAMPED L 701 1942 AND SET IN THE TOP OF A CONCRETE
 BO0176'POST.
 BO0176
 BO0176                          STATION RECOVERY (1969)
 BO0176
 BO0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BO0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0229 ***********************************************************************
 BO0229  DESIGNATION -  L 702
 BO0229  PID         -  BO0229
 BO0229  STATE/COUNTY-  TX/CROCKETT
 BO0229  USGS QUAD   -  HOWARDS WELL (1970)
 BO0229
 BO0229                         *CURRENT SURVEY CONTROL
 BO0229  ___________________________________________________________________
 BO0229* NAD 83(1986)-  30 23 06.     (N)    101 29 01.     (W)     SCALED    
 BO0229* NAVD 88     -       587.394  (meters)    1927.14   (feet)  ADJUSTED  
 BO0229  ___________________________________________________________________
 BO0229  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 BO0229  DYNAMIC HT  -         586.516 (meters)    1924.26  (feet)  COMP
 BO0229  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 BO0229
 BO0229  VERT ORDER  -  FIRST     CLASS II
 BO0229
 BO0229.The horizontal coordinates were scaled from a topographic map and have
 BO0229.an estimated accuracy of +/- 6 seconds.
 BO0229
 BO0229.The orthometric height was determined by differential leveling
 BO0229.and adjusted by the National Geodetic Survey in June 1991..
 BO0229
 BO0229.The geoid height was determined by GEOID03.
 BO0229
 BO0229.The dynamic height is computed by dividing the NAVD 88
 BO0229.geopotential number by the normal gravity value computed on the
 BO0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0229.degrees latitude (g = 980.6199 gals.).
 BO0229
 BO0229.The modeled gravity was interpolated from observed gravity values.
 BO0229
 BO0229;                    North         East    Units  Estimated Accuracy
 BO0229;SPC TX C     - 3,080,200.      589,450.      MT  (+/- 180 meters Scaled)
 BO0229
 BO0229                          SUPERSEDED SURVEY CONTROL
 BO0229
 BO0229  NGVD 29 (??/??/92)  587.218  (m)         1926.56   (f) ADJ UNCH    1 2
 BO0229
 BO0229.Superseded values are not recommended for survey control.
 BO0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0229.See file dsdata.txt to determine how the superseded data were derived.
 BO0229
 BO0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU613640(NAD 83)
 BO0229_MARKER: DB = BENCH MARK DISK
 BO0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0229_STAMPING: L 702 1942
 BO0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0229+STABILITY: SURFACE MOTION
 BO0229
 BO0229  HISTORY     - Date     Condition        Report By
 BO0229  HISTORY     - 1942     MONUMENTED       CGS
 BO0229  HISTORY     - 1971     GOOD             USGS
 BO0229
 BO0229                          STATION DESCRIPTION
 BO0229
 BO0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0229'15.65 MI N FROM PANDALE.
 BO0229'THIS MARK IS ABOUT 15.65 MILES NORTH ALONG A DIRT ROAD FROM THE
 BO0229'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 34.1 FEET EAST OF THE CENTER
 BO0229'LINE OF THE DIRT ROAD, 1.7 FEET WEST OF A WIRE FENCE WHICH RUNS
 BO0229'PARALLEL WITH THE ROAD, 61.6 FEET NORTH OF A TELEPHONE POLE, ABOUT
 BO0229'LEVEL WITH THE ROAD.
 BO0229
 BO0229                          STATION RECOVERY (1971)
 BO0229
 BO0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BO0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0299 ***********************************************************************
 BO0299  DESIGNATION -  L 703
 BO0299  PID         -  BO0299
 BO0299  STATE/COUNTY-  TX/VAL VERDE
 BO0299  USGS QUAD   -  LITTLE FIELDER DRAW (1970)
 BO0299
 BO0299                         *CURRENT SURVEY CONTROL
 BO0299  ___________________________________________________________________
 BO0299* NAD 83(1986)-  30 05 53.     (N)    101 33 48.     (W)     SCALED    
 BO0299* NAVD 88     -       507.385  (meters)    1664.65   (feet)  ADJUSTED  
 BO0299  ___________________________________________________________________
 BO0299  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 BO0299  DYNAMIC HT  -         506.637 (meters)    1662.19  (feet)  COMP
 BO0299  MODELED GRAV-     979,152.8   (mgal)                       NAVD 88
 BO0299
 BO0299  VERT ORDER  -  FIRST     CLASS II
 BO0299
 BO0299.The horizontal coordinates were scaled from a topographic map and have
 BO0299.an estimated accuracy of +/- 6 seconds.
 BO0299
 BO0299.The orthometric height was determined by differential leveling
 BO0299.and adjusted by the National Geodetic Survey in June 1991..
 BO0299
 BO0299.The geoid height was determined by GEOID03.
 BO0299
 BO0299.The dynamic height is computed by dividing the NAVD 88
 BO0299.geopotential number by the normal gravity value computed on the
 BO0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0299.degrees latitude (g = 980.6199 gals.).
 BO0299
 BO0299.The modeled gravity was interpolated from observed gravity values.
 BO0299
 BO0299;                    North         East    Units  Estimated Accuracy
 BO0299;SPC TXSC     - 4,253,710.      352,950.      MT  (+/- 180 meters Scaled)
 BO0299
 BO0299                          SUPERSEDED SURVEY CONTROL
 BO0299
 BO0299  NGVD 29 (??/??/92)  507.251  (m)         1664.21   (f) ADJ UNCH    1 2
 BO0299
 BO0299.Superseded values are not recommended for survey control.
 BO0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0299.See file dsdata.txt to determine how the superseded data were derived.
 BO0299
 BO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU529324(NAD 83)
 BO0299_MARKER: DB = BENCH MARK DISK
 BO0299_SETTING: 66 = SET IN ROCK OUTCROP
 BO0299_SP_SET: OUTCROP
 BO0299_STAMPING: L 703 1942
 BO0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0299+STABILITY: POSITION/ELEVATION WELL
 BO0299
 BO0299  HISTORY     - Date     Condition        Report By
 BO0299  HISTORY     - 1942     MONUMENTED       CGS
 BO0299  HISTORY     - 19991229 GOOD             USPSQD
 BO0299
 BO0299                          STATION DESCRIPTION
 BO0299
 BO0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0299'8.65 MI SE FROM PANDALE.
 BO0299'THIS MARK IS ABOUT 8.65 MILES SOUTHEAST ALONG A DIRT ROAD FROM THE
 BO0299'SCHOOLHOUSE AT PANDALE, VAL VERDE COUNTY, 37.4 FEET SOUTHWEST OF THE
 BO0299'CENTER LINE OF THE DIRT ROAD , 62.1 FEET SOUTHWEST AND ACROSS THE ROAD
 BO0299'FROM A WIRE FENCE WHICH RUNS PARALLEL WITH THE ROAD, 21.3 FEET
 BO0299'NORTHEAST OF A CEDAR TREE, SET IN THE TOP OF A ROCK OUTCROP, ABOUT 5.0
 BO0299'FEET HIGHER THAN THE ROAD.
 BO0299
 BO0299                          STATION RECOVERY (1999)
 BO0299
 BO0299'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0438 ***********************************************************************
 CD0438  DESIGNATION -  L 705
 CD0438  PID         -  CD0438
 CD0438  STATE/COUNTY-  TX/HUDSPETH
 CD0438  USGS QUAD   -  SCRATCH RANCH (1984)
 CD0438
 CD0438                         *CURRENT SURVEY CONTROL
 CD0438  ___________________________________________________________________
 CD0438* NAD 83(1986)-  31 30 12.     (N)    105 20 55.     (W)     SCALED    
 CD0438* NAVD 88     -      1308.071  (meters)    4291.56   (feet)  ADJUSTED  
 CD0438  ___________________________________________________________________
 CD0438  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CD0438  DYNAMIC HT  -        1306.042 (meters)    4284.91  (feet)  COMP
 CD0438  MODELED GRAV-     979,043.9   (mgal)                       NAVD 88
 CD0438
 CD0438  VERT ORDER  -  FIRST     CLASS II
 CD0438
 CD0438.The horizontal coordinates were scaled from a topographic map and have
 CD0438.an estimated accuracy of +/- 6 seconds.
 CD0438
 CD0438.The orthometric height was determined by differential leveling
 CD0438.and adjusted by the National Geodetic Survey in June 1991..
 CD0438
 CD0438.The geoid height was determined by GEOID03.
 CD0438
 CD0438.The dynamic height is computed by dividing the NAVD 88
 CD0438.geopotential number by the normal gravity value computed on the
 CD0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0438.degrees latitude (g = 980.6199 gals.).
 CD0438
 CD0438.The modeled gravity was interpolated from observed gravity values.
 CD0438
 CD0438;                    North         East    Units  Estimated Accuracy
 CD0438;SPC TX C     - 3,214,350.      223,750.      MT  (+/- 180 meters Scaled)
 CD0438
 CD0438                          SUPERSEDED SURVEY CONTROL
 CD0438
 CD0438  NGVD 29 (??/??/92) 1307.499  (m)         4289.69   (f) ADJ UNCH    1 2
 CD0438
 CD0438.Superseded values are not recommended for survey control.
 CD0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0438.See file dsdata.txt to determine how the superseded data were derived.
 CD0438
 CD0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RDQ668854(NAD 83)
 CD0438_MARKER: DB = BENCH MARK DISK
 CD0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0438_STAMPING: L 705 1942
 CD0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0438+STABILITY: SURFACE MOTION
 CD0438
 CD0438  HISTORY     - Date     Condition        Report By
 CD0438  HISTORY     - 1942     MONUMENTED       CGS
 CD0438  HISTORY     - 1958     GOOD             NGS
 CD0438
 CD0438                          STATION DESCRIPTION
 CD0438
 CD0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0438'24.4 MI N FROM SIERRA BLANCA.
 CD0438'ABOUT 24.25 MILES NORTH ALONG RANCH ROAD 1111 FROM THE TEXAS AND
 CD0438'PACIFIC RAILROAD STATION AT SIERRA BLANCA, THENCE ABOUT 0.15 MILE EAST
 CD0438'ACROSS A PASTURE TO THE OLD ROAD BED, 45 FEET WEST OF THE CENTER LINE
 CD0438'OF THE OLD ROAD, ABOUT 300 FEET NORTH OF A CURVE IN THE OLD ROAD, 3
 CD0438'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 CD0438'OF THE OLD ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 CD0438'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0382 ***********************************************************************
 BP0382  DESIGNATION -  L 706
 BP0382  PID         -  BP0382
 BP0382  STATE/COUNTY-  TX/BREWSTER
 BP0382  USGS QUAD   -  BIRD MOUNTAIN (1972)
 BP0382
 BP0382                         *CURRENT SURVEY CONTROL
 BP0382  ___________________________________________________________________
 BP0382* NAD 83(1986)-  30 18 40.     (N)    103 37 06.     (W)     SCALED    
 BP0382* NAVD 88     -      1454.616  (meters)    4772.35   (feet)  ADJUSTED  
 BP0382  ___________________________________________________________________
 BP0382  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 BP0382  DYNAMIC HT  -        1452.231 (meters)    4764.53  (feet)  COMP
 BP0382  MODELED GRAV-     978,950.7   (mgal)                       NAVD 88
 BP0382
 BP0382  VERT ORDER  -  FIRST     CLASS I
 BP0382
 BP0382.The horizontal coordinates were scaled from a topographic map and have
 BP0382.an estimated accuracy of +/- 6 seconds.
 BP0382
 BP0382.The orthometric height was determined by differential leveling
 BP0382.and adjusted by the National Geodetic Survey in June 1991..
 BP0382
 BP0382.The geoid height was determined by GEOID03.
 BP0382
 BP0382.The dynamic height is computed by dividing the NAVD 88
 BP0382.geopotential number by the normal gravity value computed on the
 BP0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0382.degrees latitude (g = 980.6199 gals.).
 BP0382
 BP0382.The modeled gravity was interpolated from observed gravity values.
 BP0382
 BP0382;                    North         East    Units  Estimated Accuracy
 BP0382;SPC TXSC     - 4,283,390.      155,900.      MT  (+/- 180 meters Scaled)
 BP0382
 BP0382                          SUPERSEDED SURVEY CONTROL
 BP0382
 BP0382  NGVD 29 (??/??/92) 1454.146  (m)         4770.81   (f) ADJ UNCH    1 1
 BP0382
 BP0382.Superseded values are not recommended for survey control.
 BP0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0382.See file dsdata.txt to determine how the superseded data were derived.
 BP0382
 BP0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP328540(NAD 83)
 BP0382_MARKER: DB = BENCH MARK DISK
 BP0382_SETTING: 66 = SET IN ROCK OUTCROP
 BP0382_SP_SET: ROCK OUTCROP
 BP0382_STAMPING: L 706 1943
 BP0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0382+STABILITY: POSITION/ELEVATION WELL
 BP0382
 BP0382  HISTORY     - Date     Condition        Report By
 BP0382  HISTORY     - 1943     MONUMENTED       CGS
 BP0382  HISTORY     - 1958     GOOD             NGS
 BP0382  HISTORY     - 1977     GOOD             NGS
 BP0382  HISTORY     - 1981     GOOD             NGS
 BP0382  HISTORY     - 19961008 GOOD             USPSQD
 BP0382
 BP0382                          STATION DESCRIPTION
 BP0382
 BP0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0382'4.55 MI SE FROM ALPINE.
 BP0382'ABOUT 0.4 MILES EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BP0382'STATION AT ALPINE, THENCE ABOUT 4.15 MILES SOUTH ALONG STATE HIGHWAY
 BP0382'118.  IN THE TOP OF A ROCK OUTCROP PROJECTING 2 FEET, 247 FEET
 BP0382'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 130 FEET NORTH OF THE
 BP0382'CENTER LINE OF A TRACK ROAD, 184 FEET SOUTHWEST OF THE SOUTHWEST
 BP0382'HIGHWAY RIGHT OF WAY FENCE, 175 FEET NORTHWEST OF A TEE FENCE, AND ON
 BP0382'THE WEST END OF A SMALL HILL.
 BP0382
 BP0382                          STATION RECOVERY (1977)
 BP0382
 BP0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 BP0382'0.4 MILES NORTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0382'THE STATION AT ALPINE, THENCE 4.1 MILES SOUTHEAST ALONG STATE
 BP0382'HIGHWAY 118, IN TOP OF A 4X6 FT. BOULDER PROJECTING 2 FT.,
 BP0382'AT THE WEST END OF A SMALL HILL, 247 FT. SOUTHWEST OF THE CENTER
 BP0382'LINE OF THE HIGHWAY, 184 FT. SOUTHWEST OF THE SOUTHWEST RIGHT-OF
 BP0382'WAY FENCE, 175 FT. NORTHWEST OF A T-FENCE, AND 130 FT. NORTH OF
 BP0382'THE CENTER LINE OF A TRACK ROAD,
 BP0382
 BP0382                          STATION RECOVERY (1981)
 BP0382
 BP0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BP0382'RECOVERED IN GOOD CONDITION.
 BP0382
 BP0382                          STATION RECOVERY (1996)
 BP0382
 BP0382'RECOVERY NOTE BY US POWER SQUADRON 1996
 BP0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0304 ***********************************************************************
 BA0304  DESIGNATION -  L 708
 BA0304  PID         -  BA0304
 BA0304  STATE/COUNTY-  TX/BREWSTER
 BA0304  USGS QUAD   -  DOG CANYON (1983)
 BA0304
 BA0304                         *CURRENT SURVEY CONTROL
 BA0304  ___________________________________________________________________
 BA0304* NAD 83(1986)-  29 39 18.     (N)    103 34 58.     (W)     SCALED    
 BA0304* NAVD 88     -      1079.633  (meters)    3542.10   (feet)  ADJUSTED  
 BA0304  ___________________________________________________________________
 BA0304  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 BA0304  DYNAMIC HT  -        1077.870 (meters)    3536.31  (feet)  COMP
 BA0304  MODELED GRAV-     978,972.9   (mgal)                       NAVD 88
 BA0304
 BA0304  VERT ORDER  -  SECOND    CLASS 0
 BA0304
 BA0304.The horizontal coordinates were scaled from a topographic map and have
 BA0304.an estimated accuracy of +/- 6 seconds.
 BA0304
 BA0304.The orthometric height was determined by differential leveling
 BA0304.and adjusted by the National Geodetic Survey in June 1991..
 BA0304
 BA0304.The geoid height was determined by GEOID03.
 BA0304
 BA0304.The dynamic height is computed by dividing the NAVD 88
 BA0304.geopotential number by the normal gravity value computed on the
 BA0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0304.degrees latitude (g = 980.6199 gals.).
 BA0304
 BA0304.The modeled gravity was interpolated from observed gravity values.
 BA0304
 BA0304;                    North         East    Units  Estimated Accuracy
 BA0304;SPC TXSC     - 4,210,580.      156,470.      MT  (+/- 180 meters Scaled)
 BA0304
 BA0304                          SUPERSEDED SURVEY CONTROL
 BA0304
 BA0304  NGVD 29 (??/??/92) 1079.167  (m)         3540.57   (f) ADJ UNCH    2 0
 BA0304
 BA0304.Superseded values are not recommended for survey control.
 BA0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0304.See file dsdata.txt to determine how the superseded data were derived.
 BA0304
 BA0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN371813(NAD 83)
 BA0304_MARKER: DB = BENCH MARK DISK
 BA0304_SETTING: 66 = SET IN ROCK OUTCROP
 BA0304_SP_SET: ROCK OUTCROP
 BA0304_STAMPING: L 708 1943
 BA0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0304+STABILITY: POSITION/ELEVATION WELL
 BA0304
 BA0304  HISTORY     - Date     Condition        Report By
 BA0304  HISTORY     - 1943     MONUMENTED       CGS
 BA0304  HISTORY     - 1958     GOOD             NGS
 BA0304  HISTORY     - 20010331 GOOD             NGS
 BA0304
 BA0304                          STATION DESCRIPTION
 BA0304
 BA0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0304'28.1 MI N FROM TERLINGUA.
 BA0304'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0304'TERLINGUA, THENCE ABOUT 14.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0304'THENCE ABOUT 12.7 MILES NORTH ALONG STATE HIGHWAY 118.  IN THE TOP OF
 BA0304'A FLAT ROCK OUTCROP 7 INCHES BELOW THE GROUND, 216 FEET EAST OF THE
 BA0304'CENTER LINE OF THE HIGHWAY, ABOUT 0.3 MILE SOUTH OF A GATE AND TRACK
 BA0304'ROAD LEADING SOUTHEAST, ABOUT 0.2 MILE NORTH OF A TEE FENCE CORNER, 44
 BA0304'FEET EAST OF THE CENTER LINE OF THE OLD ROAD, 155 FEET EAST OF THE
 BA0304'EAST HIGHWAY RIGHT OF WAY FENCE, 185 1/2 FEET NORTHEAST OF A CONCRETE
 BA0304'RIGHT OF WAY MARKER, AND SURROUNDED BY A CIRCLE OF LOOSE ROCKS.
 BA0304
 BA0304                          STATION RECOVERY (2001)
 BA0304
 BA0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0304'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0262 ***********************************************************************
 BA0262  DESIGNATION -  L 709
 BA0262  PID         -  BA0262
 BA0262  STATE/COUNTY-  TX/BREWSTER
 BA0262  USGS QUAD   -  TERLINGUA (1971)
 BA0262
 BA0262                         *CURRENT SURVEY CONTROL
 BA0262  ___________________________________________________________________
 BA0262* NAD 83(1986)-  29 19 55.     (N)    103 36 48.     (W)     SCALED    
 BA0262* NAVD 88     -       872.861  (meters)    2863.71   (feet)  ADJUSTED  
 BA0262  ___________________________________________________________________
 BA0262  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 BA0262  DYNAMIC HT  -         871.444 (meters)    2859.06  (feet)  COMP
 BA0262  MODELED GRAV-     978,991.2   (mgal)                       NAVD 88
 BA0262
 BA0262  VERT ORDER  -  SECOND    CLASS 0
 BA0262
 BA0262.The horizontal coordinates were scaled from a topographic map and have
 BA0262.an estimated accuracy of +/- 6 seconds.
 BA0262
 BA0262.The orthometric height was determined by differential leveling
 BA0262.and adjusted by the National Geodetic Survey in June 1991..
 BA0262
 BA0262.The geoid height was determined by GEOID03.
 BA0262
 BA0262.The dynamic height is computed by dividing the NAVD 88
 BA0262.geopotential number by the normal gravity value computed on the
 BA0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0262.degrees latitude (g = 980.6199 gals.).
 BA0262
 BA0262.The modeled gravity was interpolated from observed gravity values.
 BA0262
 BA0262;                    North         East    Units  Estimated Accuracy
 BA0262;SPC TXSC     - 4,174,920.      152,100.      MT  (+/- 180 meters Scaled)
 BA0262
 BA0262                          SUPERSEDED SURVEY CONTROL
 BA0262
 BA0262  NGVD 29 (??/??/92)  872.410  (m)         2862.23   (f) ADJ UNCH    2 0
 BA0262
 BA0262.Superseded values are not recommended for survey control.
 BA0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0262.See file dsdata.txt to determine how the superseded data were derived.
 BA0262
 BA0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN346455(NAD 83)
 BA0262_MARKER: DB = BENCH MARK DISK
 BA0262_SETTING: 66 = SET IN ROCK OUTCROP
 BA0262_SP_SET: ROCK OUTCROP
 BA0262_STAMPING: L 709 1943
 BA0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0262+STABILITY: POSITION/ELEVATION WELL
 BA0262
 BA0262  HISTORY     - Date     Condition        Report By
 BA0262  HISTORY     - 1943     MONUMENTED       CGS
 BA0262  HISTORY     - 1958     GOOD             NGS
 BA0262  HISTORY     - 19960414 GOOD             USPSQD
 BA0262  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0262
 BA0262                          STATION DESCRIPTION
 BA0262
 BA0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0262'2.7 MI NE FROM TERLINGUA.
 BA0262'ABOUT 1.0 MILE EAST ALONG A HARD SURFACED ROAD FROM THE CEMETERY AT
 BA0262'TERLINGUA, THENCE ABOUT 1.05 MILE NORTH ALONG A GRADED DIRT ROAD,
 BA0262'THENCE ABOUT 0.65 MILE SOUTHWEST ALONG THE OLD ABANDONED ROAD BED. IN
 BA0262'THE TOP OF A FLAT ROCK OUTCROP SURROUNDED BY A CIRCLE OF ROCKS, 73
 BA0262'FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE SOUTH OF A
 BA0262'SHARP CURVE, ABOUT 176 YARDS SOUTH OF THE CENTER LINE OF A WASH, 34
 BA0262'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD.
 BA0262
 BA0262                          STATION RECOVERY (1996)
 BA0262
 BA0262'RECOVERY NOTE BY US POWER SQUADRON 1996
 BA0262'RECOVERED IN GOOD CONDITION.
 BA0262
 BA0262                          STATION RECOVERY (2001)
 BA0262
 BA0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0262'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DP0299 ***********************************************************************
 DP0299  DESIGNATION -  L 71
 DP0299  PID         -  DP0299
 DP0299  STATE/COUNTY-  TX/LUBBOCK
 DP0299  USGS QUAD   -  SLATON NE (1979)
 DP0299
 DP0299                         *CURRENT SURVEY CONTROL
 DP0299  ___________________________________________________________________
 DP0299* NAD 83(1986)-  33 25 57.     (N)    101 37 23.     (W)     SCALED    
 DP0299* NAVD 88     -       938.290  (meters)    3078.37   (feet)  POSTED    
 DP0299  ___________________________________________________________________
 DP0299  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 DP0299  DYNAMIC HT  -         937.080 (meters)    3074.40  (feet)  COMP
 DP0299  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 DP0299
 DP0299  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DP0299
 DP0299.The horizontal coordinates were scaled from a topographic map and have
 DP0299.an estimated accuracy of +/- 6 seconds.
 DP0299
 DP0299.The orthometric height was determined by differential leveling
 DP0299.and adjusted by the National Geodetic Survey in 1992..
 DP0299.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DP0299.rate of 1.1 thru 2.0 mm/km.
 DP0299
 DP0299.The geoid height was determined by GEOID03.
 DP0299
 DP0299.The dynamic height is computed by dividing the NAVD 88
 DP0299.geopotential number by the normal gravity value computed on the
 DP0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0299.degrees latitude (g = 980.6199 gals.).
 DP0299
 DP0299.The modeled gravity was interpolated from observed gravity values.
 DP0299
 DP0299;                    North         East    Units  Estimated Accuracy
 DP0299;SPC TXNC     - 2,200,130.      309,650.      MT  (+/- 180 meters Scaled)
 DP0299
 DP0299                          SUPERSEDED SURVEY CONTROL
 DP0299
 DP0299  NGVD 29 (??/??/92)  937.926  (m)         3077.18   (f) ADJ UNCH    1 2
 DP0299
 DP0299.Superseded values are not recommended for survey control.
 DP0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP0299.See file dsdata.txt to determine how the superseded data were derived.
 DP0299
 DP0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKC561023(NAD 83)
 DP0299_MARKER: DB = BENCH MARK DISK
 DP0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DP0299_STAMPING: 3077.179 L 71 1930
 DP0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0299+STABILITY: SURFACE MOTION
 DP0299
 DP0299  HISTORY     - Date     Condition        Report By
 DP0299  HISTORY     - 1930     MONUMENTED       CGS
 DP0299  HISTORY     - 1957     GOOD             NGS
 DP0299
 DP0299                          STATION DESCRIPTION
 DP0299
 DP0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DP0299'1.2 MI SE FROM SLATON.
 DP0299'1.2 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM
 DP0299'SLATON, LUBBOCK COUNTY, ABOUT 660 FEET SOUTH OF MILEPOST 691, AT A
 DP0299'ROAD CROSSING, 45 FEET EAST OF THE TRACK, AT A CORNER OF THE
 DP0299'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DP0299'ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0320 ***********************************************************************
 CB0320  DESIGNATION -  L 710
 CB0320  PID         -  CB0320
 CB0320  STATE/COUNTY-  TX/STERLING
 CB0320  USGS QUAD   -  GLASS RANCH (1978)
 CB0320
 CB0320                         *CURRENT SURVEY CONTROL
 CB0320  ___________________________________________________________________
 CB0320* NAD 83(1986)-  31 48 15.     (N)    101 13 16.     (W)     SCALED    
 CB0320* NAVD 88     -       756.016  (meters)    2480.36   (feet)  ADJUSTED  
 CB0320  ___________________________________________________________________
 CB0320  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CB0320  DYNAMIC HT  -         754.971 (meters)    2476.93  (feet)  COMP
 CB0320  MODELED GRAV-     979,231.5   (mgal)                       NAVD 88
 CB0320
 CB0320  VERT ORDER  -  SECOND    CLASS 0
 CB0320
 CB0320.The horizontal coordinates were scaled from a topographic map and have
 CB0320.an estimated accuracy of +/- 6 seconds.
 CB0320
 CB0320.The orthometric height was determined by differential leveling
 CB0320.and adjusted by the National Geodetic Survey in June 1991..
 CB0320
 CB0320.The geoid height was determined by GEOID03.
 CB0320
 CB0320.The dynamic height is computed by dividing the NAVD 88
 CB0320.geopotential number by the normal gravity value computed on the
 CB0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0320.degrees latitude (g = 980.6199 gals.).
 CB0320
 CB0320.The modeled gravity was interpolated from observed gravity values.
 CB0320
 CB0320;                    North         East    Units  Estimated Accuracy
 CB0320;SPC TX C     - 3,237,300.      615,940.      MT  (+/- 180 meters Scaled)
 CB0320
 CB0320                          SUPERSEDED SURVEY CONTROL
 CB0320
 CB0320  NGVD 29 (??/??/92)  755.767  (m)         2479.55   (f) ADJ UNCH    2 0
 CB0320
 CB0320.Superseded values are not recommended for survey control.
 CB0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0320.See file dsdata.txt to determine how the superseded data were derived.
 CB0320
 CB0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA897208(NAD 83)
 CB0320_MARKER: DB = BENCH MARK DISK
 CB0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0320_STAMPING: L 710 1942
 CB0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0320+STABILITY: SURFACE MOTION
 CB0320
 CB0320  HISTORY     - Date     Condition        Report By
 CB0320  HISTORY     - 1942     MONUMENTED       CGS
 CB0320  HISTORY     - 1962     MARK NOT FOUND   USGS
 CB0320  HISTORY     - 1973     MARK NOT FOUND   TXHD
 CB0320
 CB0320                          STATION DESCRIPTION
 CB0320
 CB0320'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CB0320'15.9 MI NW FROM STERLING CITY.
 CB0320'3.3 MILES NORTHWEST ALONG U. S. HIGHWAY 87 FROM STERLING CITY,
 CB0320'STERLING COUNTY, 12.6 MILES WEST ALONG THE GARDEN CITY HIGHWAY.  AT
 CB0320'THE SOUTHEAST END OF A ROCKY SLOPE, AT THE WEST END OF A CURVE, 180
 CB0320'FEET WEST OF A GATE OPENING INTO A PASTURE ON THE SOUTH SIDE OF THE
 CB0320'HIGHWAY, 69 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT 6 FEET
 CB0320'LOWER THAN THE HIGHWAY.  AND SET IN THE TOP OF A CONCRETE POST
 CB0320'PROJECTING 8 INCHES ABOVE GROUND.
 CB0320
 CB0320                          STATION RECOVERY (1973)
 CB0320
 CB0320'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1973
 CB0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0452 ***********************************************************************
 CB0452  DESIGNATION -  L 711
 CB0452  PID         -  CB0452
 CB0452  STATE/COUNTY-  TX/GLASSCOCK
 CB0452  USGS QUAD   -  PATTERSON LAKE (1965)
 CB0452
 CB0452                         *CURRENT SURVEY CONTROL
 CB0452  ___________________________________________________________________
 CB0452* NAD 83(1986)-  31 52 01.     (N)    101 37 55.     (W)     SCALED    
 CB0452* NAVD 88     -       826.016  (meters)    2710.02   (feet)  ADJUSTED  
 CB0452  ___________________________________________________________________
 CB0452  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CB0452  DYNAMIC HT  -         824.871 (meters)    2706.26  (feet)  COMP
 CB0452  MODELED GRAV-     979,225.5   (mgal)                       NAVD 88
 CB0452
 CB0452  VERT ORDER  -  SECOND    CLASS 0
 CB0452
 CB0452.The horizontal coordinates were scaled from a topographic map and have
 CB0452.an estimated accuracy of +/- 6 seconds.
 CB0452
 CB0452.The orthometric height was determined by differential leveling
 CB0452.and adjusted by the National Geodetic Survey in June 1991..
 CB0452
 CB0452.The geoid height was determined by GEOID03.
 CB0452
 CB0452.The dynamic height is computed by dividing the NAVD 88
 CB0452.geopotential number by the normal gravity value computed on the
 CB0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0452.degrees latitude (g = 980.6199 gals.).
 CB0452
 CB0452.The modeled gravity was interpolated from observed gravity values.
 CB0452
 CB0452;                    North         East    Units  Estimated Accuracy
 CB0452;SPC TX C     - 3,244,640.      577,120.      MT  (+/- 180 meters Scaled)
 CB0452
 CB0452                          SUPERSEDED SURVEY CONTROL
 CB0452
 CB0452  NGVD 29 (??/??/92)  825.718  (m)         2709.04   (f) ADJ UNCH    2 0
 CB0452
 CB0452.Superseded values are not recommended for survey control.
 CB0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0452.See file dsdata.txt to determine how the superseded data were derived.
 CB0452
 CB0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA510287(NAD 83)
 CB0452_MARKER: DB = BENCH MARK DISK
 CB0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0452_STAMPING: L 711 1942
 CB0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0452+STABILITY: SURFACE MOTION
 CB0452
 CB0452  HISTORY     - Date     Condition        Report By
 CB0452  HISTORY     - 1942     MONUMENTED       CGS
 CB0452
 CB0452                          STATION DESCRIPTION
 CB0452
 CB0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0452'9.2 MI W FROM GADEN CITY.
 CB0452'9.2 MILES WEST ALONG STATE HIGHWAY 158 FROM THE COURTHOUSE AT GARDEN
 CB0452'CITY, GLASSCOCK COUNTY, 165 FEET EAST OF A GATE PAINTED WILL HANSON
 CB0452'RANCH AT THE SOUTHEAST CORNER OF A PASTURE, ACROSS THE HIGHWAY FROM A
 CB0452'T-FENCE CORNER, JUST EAST OF ANOTHER GATE (WOODEN) OPENING INTO A
 CB0452'PASTURE ON THE SOUTH SIDE OF THE HIGHWAY, AT THE INTERSECTION OF AN
 CB0452'OLD NORTHWEST-AND-SOUTHEAST ROADBED, 60 FEET SOUTH OF THE CENTERLINE
 CB0452'OF THE HIGHWAY, 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  AND SET
 CB0452'IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0093 ***********************************************************************
 CC0093  DESIGNATION -  L 712 RESET 1960
 CC0093  PID         -  CC0093
 CC0093  STATE/COUNTY-  TX/MIDLAND
 CC0093  USGS QUAD   -  SOUTHEAST MIDLAND (1974)
 CC0093
 CC0093                         *CURRENT SURVEY CONTROL
 CC0093  ___________________________________________________________________
 CC0093* NAD 83(1986)-  31 58 50.     (N)    102 01 56.     (W)     SCALED    
 CC0093* NAVD 88     -       834.56   (meters)    2738.1    (feet)  RESET     
 CC0093  ___________________________________________________________________
 CC0093  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CC0093
 CC0093  VERT ORDER  -  THIRD
 CC0093
 CC0093.The horizontal coordinates were scaled from a topographic map and have
 CC0093.an estimated accuracy of +/- 6 seconds.
 CC0093
 CC0093.The orthometric height was computed from unverified reset data.
 CC0093
 CC0093.The geoid height was determined by GEOID03.
 CC0093
 CC0093;                    North         East    Units  Estimated Accuracy
 CC0093;SPC TX C     - 3,257,750.      539,440.      MT  (+/- 180 meters Scaled)
 CC0093
 CC0093                          SUPERSEDED SURVEY CONTROL
 CC0093
 CC0093  NGVD 29 (??/??/??)  834.20   (m)         2736.9    (f) RESET       3  
 CC0093
 CC0093.Superseded values are not recommended for survey control.
 CC0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0093.See file dsdata.txt to determine how the superseded data were derived.
 CC0093
 CC0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGR804421(NAD 83)
 CC0093_MARKER: DB = BENCH MARK DISK
 CC0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0093_STAMPING: L 712 RESET 1960
 CC0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0093+STABILITY: SURFACE MOTION
 CC0093
 CC0093  HISTORY     - Date     Condition        Report By
 CC0093  HISTORY     - 1960     MONUMENTED       CGS
 CC0093
 CC0093                          STATION DESCRIPTION
 CC0093
 CC0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CC0093'3.0 MI SE FROM MIDLAND.
 CC0093'ABOUT 3.0 MILES SOUTHEAST OF THE T. AND P.R.R. DEPOT IN MIDLAND, ALONG
 CC0093'THE SOUTH SIDE OF STATE HIGHWAY NO. 158, IN THE EAST POINT OF A WEDGE
 CC0093'OF LAND, ABOUT 90 YARDS EAST OF A BRICK HOUSE AND 8 FEET SOUTH OF THE
 CC0093'SOUTH RIGHT-OF-WAY LINE OF THE HIGHWAY.  IT IS ABOUT 6 FEET SOUTH OF A
 CC0093'MULTIPLE WIRE POLE LINE AND 1 FOOT NORTH OF A PROPERTY LINE FENCE. A
 CC0093'STANDARD DISK STAMPED L 712 RESET 1960 IN A CONCRETE POST WHICH
 CC0093'PROJECTS ABOUT 8 INCHES.  IT IS 2 FEET WEST OF A 4 X 4 POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0382 ***********************************************************************
 CB0382  DESIGNATION -  L 713
 CB0382  PID         -  CB0382
 CB0382  STATE/COUNTY-  TX/REAGAN
 CB0382  USGS QUAD   -  DIVIDE DRAW (1970)
 CB0382
 CB0382                         *CURRENT SURVEY CONTROL
 CB0382  ___________________________________________________________________
 CB0382* NAD 83(1986)-  31 20 11.     (N)    101 29 45.     (W)     SCALED    
 CB0382* NAVD 88     -       799.715  (meters)    2623.73   (feet)  ADJUSTED  
 CB0382  ___________________________________________________________________
 CB0382  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CB0382  DYNAMIC HT  -         798.566 (meters)    2619.96  (feet)  COMP
 CB0382  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 CB0382
 CB0382  VERT ORDER  -  SECOND    CLASS 0
 CB0382
 CB0382.The horizontal coordinates were scaled from a topographic map and have
 CB0382.an estimated accuracy of +/- 6 seconds.
 CB0382
 CB0382.The orthometric height was determined by differential leveling
 CB0382.and adjusted by the National Geodetic Survey in June 1991..
 CB0382
 CB0382.The geoid height was determined by GEOID03.
 CB0382
 CB0382.The dynamic height is computed by dividing the NAVD 88
 CB0382.geopotential number by the normal gravity value computed on the
 CB0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0382.degrees latitude (g = 980.6199 gals.).
 CB0382
 CB0382.The modeled gravity was interpolated from observed gravity values.
 CB0382
 CB0382;                    North         East    Units  Estimated Accuracy
 CB0382;SPC TX C     - 3,185,680.      589,380.      MT  (+/- 180 meters Scaled)
 CB0382
 CB0382                          SUPERSEDED SURVEY CONTROL
 CB0382
 CB0382  NGVD 29 (??/??/92)  799.38   (m)         2622.6    (f) COMPUTED    2 0
 CB0382
 CB0382.Superseded values are not recommended for survey control.
 CB0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0382.See file dsdata.txt to determine how the superseded data were derived.
 CB0382
 CB0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV625695(NAD 83)
 CB0382_MARKER: DB = BENCH MARK DISK
 CB0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0382_STAMPING: L 713 1942
 CB0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0382+STABILITY: SURFACE MOTION
 CB0382
 CB0382  HISTORY     - Date     Condition        Report By
 CB0382  HISTORY     - 1942     MONUMENTED       CGS
 CB0382
 CB0382                          STATION DESCRIPTION
 CB0382
 CB0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0382'12.0 MI N FROM BIG LAKE.
 CB0382'ABOUT 12.0 MILES NORTH ALONG THE GARDEN CITY ROAD FROM THE RAILROAD
 CB0382'STATION AT BIG LAKE, AT TWO WOODEN GATES ON OPPOSITE SIDES OF THE
 CB0382'ROAD, ON THE WEST SIDE OF THE ROAD, 1 FOOT SOUTH OF A EAST-WEST FENCE
 CB0382'ROW, 14.8 FEET WEST OF A NORTH-SOUTH FENCE LINE, 44.5 FEET WEST OF THE
 CB0382'CENTER LINE OF THE ROAD, AND IS A BENCH MARK DISK SET IN TOP OF A
 CB0382'CONCRETE POST PROJECTING ABOUT 6 INCHES, 1 1/2 FEET EAST OF A WHITE
 CB0382'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0383 ***********************************************************************
 CB0383  DESIGNATION -  L 713 RESET 1947
 CB0383  PID         -  CB0383
 CB0383  STATE/COUNTY-  TX/REAGAN
 CB0383  USGS QUAD   -  DIVIDE DRAW (1970)
 CB0383
 CB0383                         *CURRENT SURVEY CONTROL
 CB0383  ___________________________________________________________________
 CB0383* NAD 83(1986)-  31 20 11.     (N)    101 29 44.     (W)     SCALED    
 CB0383* NAVD 88     -       799.80   (meters)    2624.0    (feet)  RESET     
 CB0383  ___________________________________________________________________
 CB0383  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CB0383
 CB0383  VERT ORDER  -  THIRD
 CB0383
 CB0383.The horizontal coordinates were scaled from a topographic map and have
 CB0383.an estimated accuracy of +/- 6 seconds.
 CB0383
 CB0383.The orthometric height was computed from unverified reset data.
 CB0383
 CB0383.The geoid height was determined by GEOID03.
 CB0383
 CB0383;                    North         East    Units  Estimated Accuracy
 CB0383;SPC TX C     - 3,185,680.      589,410.      MT  (+/- 180 meters Scaled)
 CB0383
 CB0383                          SUPERSEDED SURVEY CONTROL
 CB0383
 CB0383.No superseded survey control is available for this station.
 CB0383
 CB0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKV625695(NAD 83)
 CB0383_MARKER: DB = BENCH MARK DISK
 CB0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0383_STAMPING: L 713 RESET 1947
 CB0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0383+STABILITY: SURFACE MOTION
 CB0383
 CB0383  HISTORY     - Date     Condition        Report By
 CB0383  HISTORY     - 1947     MONUMENTED       CGS
 CB0383  HISTORY     - 1970     GOOD             USGS
 CB0383
 CB0383                          STATION DESCRIPTION
 CB0383
 CB0383'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 CB0383'10.6 MI N FROM BIG LAKE.
 CB0383'10.6 MILES NORTH ALONG STATE HIGHWAY 137 FROM THE INTERSECTION OF US
 CB0383'HIGHWAY 67 AND STATE HIGHWAY 137 IN BIG LAKE, REAGAN CO., 49 FEET EAST
 CB0383'OF THE CENTER LINE OF THAT ROAD, 2 FEET FROM A WHITE WOODEN WITNESS
 CB0383'POST, AND 1 FOOT WEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK, SET
 CB0383'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CB0488 ***********************************************************************
 CB0488  DESIGNATION -  L 714
 CB0488  PID         -  CB0488
 CB0488  STATE/COUNTY-  TX/REAGAN
 CB0488  USGS QUAD   -  SAINT LAWRENCE SE (1973)
 CB0488
 CB0488                         *CURRENT SURVEY CONTROL
 CB0488  ___________________________________________________________________
 CB0488* NAD 83(1986)-  31 36 43.     (N)    101 32 01.     (W)     SCALED    
 CB0488* NAVD 88     -       817.002  (meters)    2680.45   (feet)  ADJUSTED  
 CB0488  ___________________________________________________________________
 CB0488  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CB0488  DYNAMIC HT  -         815.853 (meters)    2676.68  (feet)  COMP
 CB0488  MODELED GRAV-     979,206.7   (mgal)                       NAVD 88
 CB0488
 CB0488  VERT ORDER  -  SECOND    CLASS 0
 CB0488
 CB0488.The horizontal coordinates were scaled from a topographic map and have
 CB0488.an estimated accuracy of +/- 6 seconds.
 CB0488
 CB0488.The orthometric height was determined by differential leveling
 CB0488.and adjusted by the National Geodetic Survey in June 1991..
 CB0488
 CB0488.The geoid height was determined by GEOID03.
 CB0488
 CB0488.The dynamic height is computed by dividing the NAVD 88
 CB0488.geopotential number by the normal gravity value computed on the
 CB0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB0488.degrees latitude (g = 980.6199 gals.).
 CB0488
 CB0488.The modeled gravity was interpolated from observed gravity values.
 CB0488
 CB0488;                    North         East    Units  Estimated Accuracy
 CB0488;SPC TX C     - 3,216,260.      586,120.      MT  (+/- 180 meters Scaled)
 CB0488
 CB0488                          SUPERSEDED SURVEY CONTROL
 CB0488
 CB0488  NGVD 29 (??/??/92)  816.700  (m)         2679.46   (f) ADJ UNCH    2 0
 CB0488
 CB0488.Superseded values are not recommended for survey control.
 CB0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CB0488.See file dsdata.txt to determine how the superseded data were derived.
 CB0488
 CB0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKA596002(NAD 83)
 CB0488_MARKER: DB = BENCH MARK DISK
 CB0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CB0488_STAMPING: L 714 1942
 CB0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB0488+STABILITY: SURFACE MOTION
 CB0488
 CB0488  HISTORY     - Date     Condition        Report By
 CB0488  HISTORY     - 1942     MONUMENTED       CGS
 CB0488
 CB0488                          STATION DESCRIPTION
 CB0488
 CB0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 CB0488'19.9 MI N FROM STILES.
 CB0488'19.9 MILES NORTH ALONG THE 1944 ROUTE OF THE BIG LAKEGARDEN CITY ROAD
 CB0488'FROM THE OLD COUNTY COURTHOUSE AT STILES, REAGAN COUNTY, 0.2 MILE
 CB0488'NORTH OF A GATE ON THE EAST SIDE OF THE ROAD, AT A T-FENCE CORNER ON
 CB0488'THE WEST SIDE OF THE ROAD, 30.5 FEET WEST OF THE CENTERLINE OF THE
 CB0488'ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP
 CB0488'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0267 ***********************************************************************
 CD0267  DESIGNATION -  L 715
 CD0267  PID         -  CD0267
 CD0267  STATE/COUNTY-  TX/CULBERSON
 CD0267  USGS QUAD   -  SEVEN HEART GAP NW (1973)
 CD0267
 CD0267                         *CURRENT SURVEY CONTROL
 CD0267  ___________________________________________________________________
 CD0267* NAD 83(1986)-  31 23 56.     (N)    104 38 02.     (W)     SCALED    
 CD0267* NAVD 88     -      1313.174  (meters)    4308.31   (feet)  ADJUSTED  
 CD0267  ___________________________________________________________________
 CD0267  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 CD0267  DYNAMIC HT  -        1311.145 (meters)    4301.65  (feet)  COMP
 CD0267  MODELED GRAV-     979,049.1   (mgal)                       NAVD 88
 CD0267
 CD0267  VERT ORDER  -  SECOND    CLASS 0
 CD0267
 CD0267.The horizontal coordinates were scaled from a topographic map and have
 CD0267.an estimated accuracy of +/- 6 seconds.
 CD0267
 CD0267.The orthometric height was determined by differential leveling
 CD0267.and adjusted by the National Geodetic Survey in June 1991..
 CD0267
 CD0267.The geoid height was determined by GEOID03.
 CD0267
 CD0267.The dynamic height is computed by dividing the NAVD 88
 CD0267.geopotential number by the normal gravity value computed on the
 CD0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0267.degrees latitude (g = 980.6199 gals.).
 CD0267
 CD0267.The modeled gravity was interpolated from observed gravity values.
 CD0267
 CD0267;                    North         East    Units  Estimated Accuracy
 CD0267;SPC TX C     - 3,199,930.      291,140.      MT  (+/- 180 meters Scaled)
 CD0267
 CD0267                          SUPERSEDED SURVEY CONTROL
 CD0267
 CD0267  NGVD 29 (??/??/92) 1312.671  (m)         4306.65   (f) ADJ UNCH    2 0
 CD0267
 CD0267.Superseded values are not recommended for survey control.
 CD0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0267.See file dsdata.txt to determine how the superseded data were derived.
 CD0267
 CD0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ348738(NAD 83)
 CD0267_MARKER: DB = BENCH MARK DISK
 CD0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0267_STAMPING: L 715 1942
 CD0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0267+STABILITY: SURFACE MOTION
 CD0267
 CD0267  HISTORY     - Date     Condition        Report By
 CD0267  HISTORY     - 1942     MONUMENTED       CGS
 CD0267  HISTORY     - 1958     GOOD             NGS
 CD0267
 CD0267                          STATION DESCRIPTION
 CD0267
 CD0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0267'45.9 MI N FROM VAN HORN.
 CD0267'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILWAY FROM THE
 CD0267'STATION AT VAN HORN, THENCE ABOUT 31.25 MILES NORTH ALONG STATE
 CD0267'HIGHWAY 54, THENCE ABOUT 14.5 MILES EAST ALONG A DIRT ROAD.  ABOUT 0.8
 CD0267'MILE EAST OF THE ENTRANCE TO MAVERICK CANYON, ON AN ISLAND AND ABOUT
 CD0267'MIDWAY BETWEEN THE FORKS OF A DRAW, 113 FEET NORTH OF THE CENTER LINE
 CD0267'OF THE ROAD, 128 FEET NORTH AND ACROSS THE ROAD FROM A 16-INCH
 CD0267'HACKBERRY TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4
 CD0267'FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0267'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0166 ***********************************************************************
 CD0166  DESIGNATION -  L 716
 CD0166  PID         -  CD0166
 CD0166  STATE/COUNTY-  TX/CULBERSON
 CD0166  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0166
 CD0166                         *CURRENT SURVEY CONTROL
 CD0166  ___________________________________________________________________
 CD0166* NAD 83(1986)-  31 28 07.     (N)    104 27 00.     (W)     SCALED    
 CD0166* NAVD 88     -      1267.840  (meters)    4159.57   (feet)  ADJUSTED  
 CD0166  ___________________________________________________________________
 CD0166  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CD0166  DYNAMIC HT  -        1265.889 (meters)    4153.17  (feet)  COMP
 CD0166  MODELED GRAV-     979,057.0   (mgal)                       NAVD 88
 CD0166
 CD0166  VERT ORDER  -  SECOND    CLASS 0
 CD0166
 CD0166.The horizontal coordinates were scaled from a topographic map and have
 CD0166.an estimated accuracy of +/- 6 seconds.
 CD0166
 CD0166.The orthometric height was determined by differential leveling
 CD0166.and adjusted by the National Geodetic Survey in June 1991..
 CD0166
 CD0166.The geoid height was determined by GEOID03.
 CD0166
 CD0166.The dynamic height is computed by dividing the NAVD 88
 CD0166.geopotential number by the normal gravity value computed on the
 CD0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0166.degrees latitude (g = 980.6199 gals.).
 CD0166
 CD0166.The modeled gravity was interpolated from observed gravity values.
 CD0166
 CD0166;                    North         East    Units  Estimated Accuracy
 CD0166;SPC TX C     - 3,207,000.      308,900.      MT  (+/- 180 meters Scaled)
 CD0166
 CD0166                          SUPERSEDED SURVEY CONTROL
 CD0166
 CD0166  NGVD 29 (??/??/92) 1267.335  (m)         4157.91   (f) ADJ UNCH    2 0
 CD0166
 CD0166.Superseded values are not recommended for survey control.
 CD0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0166.See file dsdata.txt to determine how the superseded data were derived.
 CD0166
 CD0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ522816(NAD 83)
 CD0166_MARKER: DB = BENCH MARK DISK
 CD0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0166_STAMPING: L-716 1942
 CD0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0166+STABILITY: SURFACE MOTION
 CD0166
 CD0166  HISTORY     - Date     Condition        Report By
 CD0166  HISTORY     - 1942     MONUMENTED       CGS
 CD0166  HISTORY     - 1973     GOOD             USGS
 CD0166
 CD0166                          STATION DESCRIPTION
 CD0166
 CD0166'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0166'46.8 MI NE FROM VAN HORN.
 CD0166'VAN HORN, AT JUNCTION OF STATE HWY. 54 AND FARM ROAD 2185, THENCE
 CD0166'GENERALLY EAST ALONG FARM ROAD 2185 FOR 42.4 MILES TO END OF PAVEMENT
 CD0166'AT A Y-ROAD FORK, THENCE 3.4 MILES NORTH ALONG RIGHT FORK TO A Y-FORK,
 CD0166'THENCE 1.0 MILES ALONG LEFT FORK.  42 FT. EAST OF ROAD.  36 FT. EAST
 CD0166'OF EAST END OF CATTLEGUARD.  2 FT. NORTH OF FENCE.  IN A CONCRETE POST
 CD0166'PROJECTING 4 INCHES.  STANDARD TABLET STAMPED L-716, 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0382 ***********************************************************************
 CD0382  DESIGNATION -  L 717
 CD0382  PID         -  CD0382
 CD0382  STATE/COUNTY-  TX/CULBERSON
 CD0382  USGS QUAD   -  CHICO DRAW EAST (1973)
 CD0382
 CD0382                         *CURRENT SURVEY CONTROL
 CD0382  ___________________________________________________________________
 CD0382* NAD 83(1986)-  31 43 13.     (N)    104 32 51.     (W)     SCALED    
 CD0382* NAVD 88     -      1292.698  (meters)    4241.13   (feet)  ADJUSTED  
 CD0382  ___________________________________________________________________
 CD0382  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CD0382  DYNAMIC HT  -        1290.686 (meters)    4234.53  (feet)  COMP
 CD0382  MODELED GRAV-     979,039.2   (mgal)                       NAVD 88
 CD0382
 CD0382  VERT ORDER  -  SECOND    CLASS 0
 CD0382
 CD0382.The horizontal coordinates were scaled from a topographic map and have
 CD0382.an estimated accuracy of +/- 6 seconds.
 CD0382
 CD0382.The orthometric height was determined by differential leveling
 CD0382.and adjusted by the National Geodetic Survey in June 1991..
 CD0382
 CD0382.The geoid height was determined by GEOID03.
 CD0382
 CD0382.The dynamic height is computed by dividing the NAVD 88
 CD0382.geopotential number by the normal gravity value computed on the
 CD0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0382.degrees latitude (g = 980.6199 gals.).
 CD0382
 CD0382.The modeled gravity was interpolated from observed gravity values.
 CD0382
 CD0382;                    North         East    Units  Estimated Accuracy
 CD0382;SPC TX C     - 3,235,230.      300,700.      MT  (+/- 180 meters Scaled)
 CD0382
 CD0382                          SUPERSEDED SURVEY CONTROL
 CD0382
 CD0382  NGVD 29 (??/??/92) 1292.138  (m)         4239.29   (f) ADJ UNCH    2 0
 CD0382
 CD0382.Superseded values are not recommended for survey control.
 CD0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0382.See file dsdata.txt to determine how the superseded data were derived.
 CD0382
 CD0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER428095(NAD 83)
 CD0382_MARKER: DB = BENCH MARK DISK
 CD0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0382_STAMPING: L 717 1942
 CD0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0382+STABILITY: SURFACE MOTION
 CD0382
 CD0382  HISTORY     - Date     Condition        Report By
 CD0382  HISTORY     - 1942     MONUMENTED       CGS
 CD0382  HISTORY     - 1958     GOOD             NGS
 CD0382
 CD0382                          STATION DESCRIPTION
 CD0382
 CD0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0382'42.7 MI SE FROM PINE SPRINGS.
 CD0382'ABOUT 18.8 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CD0382'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE ABOUT 10.3
 CD0382'MILES SOUTH ALONG RANCH ROAD 1108, THENCE ABOUT 13.6 MILES SOUTH ALONG
 CD0382'A GRADED DIRT ROAD.  25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN
 CD0382'A SMALL EAST-WEST CANYON, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 CD0382'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CD0382'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0046 ***********************************************************************
 BB0046  DESIGNATION -  L 718
 BB0046  PID         -  BB0046
 BB0046  STATE/COUNTY-  TX/PRESIDIO
 BB0046  USGS QUAD   -  PRESIDIO EAST (1979)
 BB0046
 BB0046                         *CURRENT SURVEY CONTROL
 BB0046  ___________________________________________________________________
 BB0046* NAD 83(1986)-  29 33 15.     (N)    104 21 28.     (W)     SCALED    
 BB0046* NAVD 88     -       782.673  (meters)    2567.82   (feet)  ADJUSTED  
 BB0046  ___________________________________________________________________
 BB0046  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 BB0046  DYNAMIC HT  -         781.404 (meters)    2563.66  (feet)  COMP
 BB0046  MODELED GRAV-     978,997.0   (mgal)                       NAVD 88
 BB0046
 BB0046  VERT ORDER  -  FIRST     CLASS II
 BB0046
 BB0046.The horizontal coordinates were scaled from a topographic map and have
 BB0046.an estimated accuracy of +/- 6 seconds.
 BB0046
 BB0046.The orthometric height was determined by differential leveling
 BB0046.and adjusted by the National Geodetic Survey in June 1991..
 BB0046
 BB0046.The geoid height was determined by GEOID03.
 BB0046
 BB0046.The dynamic height is computed by dividing the NAVD 88
 BB0046.geopotential number by the normal gravity value computed on the
 BB0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0046.degrees latitude (g = 980.6199 gals.).
 BB0046
 BB0046.The modeled gravity was interpolated from observed gravity values.
 BB0046
 BB0046;                    North         East    Units  Estimated Accuracy
 BB0046;SPC TXSC     - 4,202,600.       81,000.      MT  (+/- 180 meters Scaled)
 BB0046
 BB0046                          SUPERSEDED SURVEY CONTROL
 BB0046
 BB0046  NGVD 29 (??/??/92)  782.290  (m)         2566.56   (f) ADJ UNCH    1 2
 BB0046
 BB0046.Superseded values are not recommended for survey control.
 BB0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0046.See file dsdata.txt to determine how the superseded data were derived.
 BB0046
 BB0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN622695(NAD 83)
 BB0046_MARKER: DB = BENCH MARK DISK
 BB0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0046_STAMPING: L 718 1943
 BB0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0046+STABILITY: SURFACE MOTION
 BB0046
 BB0046  HISTORY     - Date     Condition        Report By
 BB0046  HISTORY     - 1943     MONUMENTED       CGS
 BB0046  HISTORY     - 1967     GOOD             NGS
 BB0046  HISTORY     - 1973     POOR             NGS
 BB0046  HISTORY     - 1981     MARK NOT FOUND   NGS
 BB0046
 BB0046                          STATION DESCRIPTION
 BB0046
 BB0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BB0046'1.35 MI SE FROM PRESIDIO.
 BB0046'ABOUT 1.35 MILES SOUTHEAST ALONG FARM ROAD 170 FROM THE POST OFFICE AT
 BB0046'PRESIDIO, 69 FEET WEST OF THE CENTERLINE OF THE ROAD, 354 FEET SOUTH
 BB0046'OF THE SOUTH RAIL OF THE PANHANDLE AND SANTA FE RAILROAD, 123 1/2 FEET
 BB0046'SOUTHWEST OF AND ACROSS THE ROAD FROM A POWER POLE, ABOUT LEVEL WITH
 BB0046'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 BB0046
 BB0046                          STATION RECOVERY (1973)
 BB0046
 BB0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BB0046'MARK RECOVERED IN POOR CONDITION.
 BB0046
 BB0046                          STATION RECOVERY (1981)
 BB0046
 BB0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BB0046'NOTE=THERE IS NOW A GRAVELED ROAD AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0165 ***********************************************************************
 BB0165  DESIGNATION -  L 719
 BB0165  PID         -  BB0165
 BB0165  STATE/COUNTY-  TX/PRESIDIO
 BB0165  USGS QUAD   -  CASA PIEDRA (1983)
 BB0165
 BB0165                         *CURRENT SURVEY CONTROL
 BB0165  ___________________________________________________________________
 BB0165* NAD 83(1986)-  29 41 54.     (N)    104 07 29.     (W)     SCALED    
 BB0165* NAVD 88     -      1041.030  (meters)    3415.45   (feet)  ADJUSTED  
 BB0165  ___________________________________________________________________
 BB0165  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 BB0165  DYNAMIC HT  -        1039.343 (meters)    3409.91  (feet)  COMP
 BB0165  MODELED GRAV-     978,986.3   (mgal)                       NAVD 88
 BB0165
 BB0165  VERT ORDER  -  SECOND    CLASS 0
 BB0165
 BB0165.The horizontal coordinates were scaled from a topographic map and have
 BB0165.an estimated accuracy of +/- 6 seconds.
 BB0165
 BB0165.The orthometric height was determined by differential leveling
 BB0165.and adjusted by the National Geodetic Survey in June 1991..
 BB0165
 BB0165.The geoid height was determined by GEOID03.
 BB0165
 BB0165.The dynamic height is computed by dividing the NAVD 88
 BB0165.geopotential number by the normal gravity value computed on the
 BB0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0165.degrees latitude (g = 980.6199 gals.).
 BB0165
 BB0165.The modeled gravity was interpolated from observed gravity values.
 BB0165
 BB0165;                    North         East    Units  Estimated Accuracy
 BB0165;SPC TXSC     - 4,217,560.      104,260.      MT  (+/- 180 meters Scaled)
 BB0165
 BB0165                          SUPERSEDED SURVEY CONTROL
 BB0165
 BB0165  NGVD 29 (??/??/92) 1040.694  (m)         3414.34   (f) ADJ UNCH    2 0
 BB0165
 BB0165.Superseded values are not recommended for survey control.
 BB0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0165.See file dsdata.txt to determine how the superseded data were derived.
 BB0165
 BB0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN846856(NAD 83)
 BB0165_MARKER: DB = BENCH MARK DISK
 BB0165_SETTING: 66 = SET IN ROCK OUTCROP
 BB0165_SP_SET: ROCK OUTCROP
 BB0165_STAMPING: L 719 1943
 BB0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0165+STABILITY: POSITION/ELEVATION WELL
 BB0165
 BB0165  HISTORY     - Date     Condition        Report By
 BB0165  HISTORY     - 1943     MONUMENTED       CGS
 BB0165  HISTORY     - 1958     MARK NOT FOUND   NGS
 BB0165
 BB0165                          STATION DESCRIPTION
 BB0165
 BB0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0165'5.7 MI SW FROM CASA PIEDRA.
 BB0165'1.8 MILE SOUTHWEST OF BENCH MARK M 719, ABOUT 1/4 MILE NORTHEAST OF A
 BB0165'SIDE ROAD LEADING SOUTHEAST, ON THE SOUTHEAST SIDE OF A GULCH, 14 FEET
 BB0165'SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND IN A ROCK OUTCROP. A
 BB0165'STANDARD DISK STAMPED L 719 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0261 ***********************************************************************
 BO0261  DESIGNATION -  L 721
 BO0261  PID         -  BO0261
 BO0261  STATE/COUNTY-  TX/VAL VERDE
 BO0261  USGS QUAD   -  BEE CANYON (1970)
 BO0261
 BO0261                         *CURRENT SURVEY CONTROL
 BO0261  ___________________________________________________________________
 BO0261* NAD 83(1986)-  30 09 30.     (N)    101 11 42.     (W)     SCALED    
 BO0261* NAVD 88     -       535.693  (meters)    1757.52   (feet)  ADJUSTED  
 BO0261  ___________________________________________________________________
 BO0261  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 BO0261  DYNAMIC HT  -         534.901 (meters)    1754.92  (feet)  COMP
 BO0261  MODELED GRAV-     979,145.8   (mgal)                       NAVD 88
 BO0261
 BO0261  VERT ORDER  -  SECOND    CLASS 0
 BO0261
 BO0261.The horizontal coordinates were scaled from a topographic map and have
 BO0261.an estimated accuracy of +/- 6 seconds.
 BO0261
 BO0261.The orthometric height was determined by differential leveling
 BO0261.and adjusted by the National Geodetic Survey in June 1991..
 BO0261
 BO0261.The geoid height was determined by GEOID03.
 BO0261
 BO0261.The dynamic height is computed by dividing the NAVD 88
 BO0261.geopotential number by the normal gravity value computed on the
 BO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0261.degrees latitude (g = 980.6199 gals.).
 BO0261
 BO0261.The modeled gravity was interpolated from observed gravity values.
 BO0261
 BO0261;                    North         East    Units  Estimated Accuracy
 BO0261;SPC TXSC     - 4,259,660.      388,570.      MT  (+/- 180 meters Scaled)
 BO0261
 BO0261                          SUPERSEDED SURVEY CONTROL
 BO0261
 BO0261  NGVD 29 (??/??/92)  535.562  (m)         1757.09   (f) ADJ UNCH    2 0
 BO0261
 BO0261.Superseded values are not recommended for survey control.
 BO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0261.See file dsdata.txt to determine how the superseded data were derived.
 BO0261
 BO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RKU886383(NAD 83)
 BO0261_MARKER: DB = BENCH MARK DISK
 BO0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0261_STAMPING: L 721 1942
 BO0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0261+STABILITY: SURFACE MOTION
 BO0261
 BO0261  HISTORY     - Date     Condition        Report By
 BO0261  HISTORY     - 1942     MONUMENTED       CGS
 BO0261  HISTORY     - 1971     MARK NOT FOUND   NGS
 BO0261
 BO0261                          STATION DESCRIPTION
 BO0261
 BO0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0261'7.3 MI W FROM JUNO.
 BO0261'THIS MARK IS ABOUT 7.3 MILES WEST ALONG A DIRT ROAD TO PANDALE FROM
 BO0261'THE POST OFFICE AT JUNO, VAL VERDE COUNTY, AND 0.25 MILE EAST OF A
 BO0261'CATTLE GUARD, 36.0 FEET WEST OF A BLAZED 6-INCH MESQUITE TREE, 24.0
 BO0261'FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 2.0 FEET HIGHER THAN
 BO0261'THE ROAD.  NOTE-- B.M. MAY BE COVERED BY ROCK OR GRADED OUT DURING
 BO0261'ROAD CONSTR.
 BO0261
 BO0261                          STATION RECOVERY (1971)
 BO0261
 BO0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BO0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0081 ***********************************************************************
 BO0081  DESIGNATION -  L 722
 BO0081  PID         -  BO0081
 BO0081  STATE/COUNTY-  TX/VAL VERDE
 BO0081  USGS QUAD   -  WHITE DRAW (1973)
 BO0081
 BO0081                         *CURRENT SURVEY CONTROL
 BO0081  ___________________________________________________________________
 BO0081* NAD 83(1986)-  30 05 13.     (N)    100 59 05.     (W)     SCALED    
 BO0081* NAVD 88     -       630.078  (meters)    2067.18   (feet)  ADJUSTED  
 BO0081  ___________________________________________________________________
 BO0081  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 BO0081  DYNAMIC HT  -         629.154 (meters)    2064.15  (feet)  COMP
 BO0081  MODELED GRAV-     979,155.5   (mgal)                       NAVD 88
 BO0081
 BO0081  VERT ORDER  -  SECOND    CLASS 0
 BO0081
 BO0081.The horizontal coordinates were scaled from a topographic map and have
 BO0081.an estimated accuracy of +/- 6 seconds.
 BO0081
 BO0081.The orthometric height was determined by differential leveling
 BO0081.and adjusted by the National Geodetic Survey in June 1991..
 BO0081
 BO0081.The geoid height was determined by GEOID03.
 BO0081
 BO0081.The dynamic height is computed by dividing the NAVD 88
 BO0081.geopotential number by the normal gravity value computed on the
 BO0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0081.degrees latitude (g = 980.6199 gals.).
 BO0081
 BO0081.The modeled gravity was interpolated from observed gravity values.
 BO0081
 BO0081;                    North         East    Units  Estimated Accuracy
 BO0081;SPC TXSC     - 4,251,390.      408,690.      MT  (+/- 180 meters Scaled)
 BO0081
 BO0081                          SUPERSEDED SURVEY CONTROL
 BO0081
 BO0081  NGVD 29 (??/??/92)  629.952  (m)         2066.77   (f) ADJ UNCH    2 0
 BO0081
 BO0081.Superseded values are not recommended for survey control.
 BO0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0081.See file dsdata.txt to determine how the superseded data were derived.
 BO0081
 BO0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU087300(NAD 83)
 BO0081_MARKER: DB = BENCH MARK DISK
 BO0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BO0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BO0081_STAMPING: L 722 1942
 BO0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BO0081+STABILITY: SURFACE MOTION
 BO0081
 BO0081  HISTORY     - Date     Condition        Report By
 BO0081  HISTORY     - 1942     MONUMENTED       CGS
 BO0081
 BO0081                          STATION DESCRIPTION
 BO0081
 BO0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0081'17.05 MI NE FROM JUNO.
 BO0081'THIS MARK IS ABOUT 8.0 MILES NORTHEAST ALONG THE ROAD TO SONORA AND
 BO0081'ABOUT 9.05 MILES EAST ALONG A RANCH ROAD TO LOMA ALTA FROM THE POST
 BO0081'OFFICE AT JUNO, VAL VERDE COUNTY, SET ON THE SOUTHWEST SLOPE OF A
 BO0081'HILL, 21.0 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 77.0 FEET
 BO0081'SOUTHEAST OF A BLAZED 6-INCH MESQUITE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0105 ***********************************************************************
 BO0105  DESIGNATION -  L 723
 BO0105  PID         -  BO0105
 BO0105  STATE/COUNTY-  TX/VAL VERDE
 BO0105  USGS QUAD   -  ROBINSON DRAW (1973)
 BO0105
 BO0105                         *CURRENT SURVEY CONTROL
 BO0105  ___________________________________________________________________
 BO0105* NAD 83(1986)-  30 01 03.     (N)    100 51 16.     (W)     SCALED    
 BO0105* NAVD 88     -       592.339  (meters)    1943.37   (feet)  ADJUSTED  
 BO0105  ___________________________________________________________________
 BO0105  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 BO0105  DYNAMIC HT  -         591.462 (meters)    1940.49  (feet)  COMP
 BO0105  MODELED GRAV-     979,142.8   (mgal)                       NAVD 88
 BO0105
 BO0105  VERT ORDER  -  SECOND    CLASS 0
 BO0105
 BO0105.The horizontal coordinates were scaled from a topographic map and have
 BO0105.an estimated accuracy of +/- 6 seconds.
 BO0105
 BO0105.The orthometric height was determined by differential leveling
 BO0105.and adjusted by the National Geodetic Survey in June 1991..
 BO0105
 BO0105.The geoid height was determined by GEOID03.
 BO0105
 BO0105.The dynamic height is computed by dividing the NAVD 88
 BO0105.geopotential number by the normal gravity value computed on the
 BO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0105.degrees latitude (g = 980.6199 gals.).
 BO0105
 BO0105.The modeled gravity was interpolated from observed gravity values.
 BO0105
 BO0105;                    North         East    Units  Estimated Accuracy
 BO0105;SPC TXSC     - 4,243,490.      421,120.      MT  (+/- 180 meters Scaled)
 BO0105
 BO0105                          SUPERSEDED SURVEY CONTROL
 BO0105
 BO0105  NGVD 29 (??/??/92)  592.225  (m)         1942.99   (f) ADJ UNCH    2 0
 BO0105
 BO0105.Superseded values are not recommended for survey control.
 BO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0105.See file dsdata.txt to determine how the superseded data were derived.
 BO0105
 BO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU211221(NAD 83)
 BO0105_MARKER: DB = BENCH MARK DISK
 BO0105_SETTING: 66 = SET IN ROCK OUTCROP
 BO0105_SP_SET: LEDGE
 BO0105_STAMPING: L 723 1942
 BO0105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0105+STABILITY: POSITION/ELEVATION WELL
 BO0105
 BO0105  HISTORY     - Date     Condition        Report By
 BO0105  HISTORY     - 1942     MONUMENTED       CGS
 BO0105  HISTORY     - 19991229 MARK NOT FOUND   USPSQD
 BO0105
 BO0105                          STATION DESCRIPTION
 BO0105
 BO0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BO0105'11.2 MI NW FROM LOMA ALTA.
 BO0105'THIS MARK IS ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 277 AND ABOUT
 BO0105'7.5 MILES WEST ALONG RANCH ROAD TO JUNO FROM THE STORE AT LOMA ALTA,
 BO0105'VAL VERDE COUNTY, 0.2 MILE SOUTHEAST OF A BUMPER GATE, AND ABOUT 0.1
 BO0105'MILES SOUTHEAST OF A FENCE CROSSING THE ROAD, SET IN THE SOUTHEAST END
 BO0105'OF A LIMESTONE LEDGE, ABOUT 5.0 FEET HIGHER THAN THE ROAD, 90.0 FEET
 BO0105'NORTHWEST OF THE CENTER LINE OF THE ROAD.
 BO0105
 BO0105                          STATION RECOVERY (1999)
 BO0105
 BO0105'RECOVERY NOTE BY US POWER SQUADRON 1999
 BO0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0090 ***********************************************************************
 BP0090  DESIGNATION -  L 725
 BP0090  PID         -  BP0090
 BP0090  STATE/COUNTY-  TX/TERRELL
 BP0090  USGS QUAD   -  CONTINENTAL RANCH (1969)
 BP0090
 BP0090                         *CURRENT SURVEY CONTROL
 BP0090  ___________________________________________________________________
 BP0090* NAD 83(1986)-  30 16 26.     (N)    102 00 04.     (W)     SCALED    
 BP0090* NAVD 88     -       672.062  (meters)    2204.92   (feet)  ADJUSTED  
 BP0090  ___________________________________________________________________
 BP0090  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 BP0090  DYNAMIC HT  -         671.053 (meters)    2201.61  (feet)  COMP
 BP0090  MODELED GRAV-     979,118.8   (mgal)                       NAVD 88
 BP0090
 BP0090  VERT ORDER  -  SECOND    CLASS 0
 BP0090
 BP0090.The horizontal coordinates were scaled from a topographic map and have
 BP0090.an estimated accuracy of +/- 6 seconds.
 BP0090
 BP0090.The orthometric height was determined by differential leveling
 BP0090.and adjusted by the National Geodetic Survey in June 1991..
 BP0090
 BP0090.The geoid height was determined by GEOID03.
 BP0090
 BP0090.The dynamic height is computed by dividing the NAVD 88
 BP0090.geopotential number by the normal gravity value computed on the
 BP0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0090.degrees latitude (g = 980.6199 gals.).
 BP0090
 BP0090.The modeled gravity was interpolated from observed gravity values.
 BP0090
 BP0090;                    North         East    Units  Estimated Accuracy
 BP0090;SPC TXSC     - 4,274,200.      311,270.      MT  (+/- 180 meters Scaled)
 BP0090
 BP0090                          SUPERSEDED SURVEY CONTROL
 BP0090
 BP0090  NGVD 29 (??/??/92)  671.841  (m)         2204.20   (f) ADJ UNCH    2 0
 BP0090
 BP0090.Superseded values are not recommended for survey control.
 BP0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0090.See file dsdata.txt to determine how the superseded data were derived.
 BP0090
 BP0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP885529(NAD 83)
 BP0090_MARKER: DB = BENCH MARK DISK
 BP0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BP0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BP0090_STAMPING: L 725 1942
 BP0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BP0090+STABILITY: SURFACE MOTION
 BP0090
 BP0090  HISTORY     - Date     Condition        Report By
 BP0090  HISTORY     - 1942     MONUMENTED       CGS
 BP0090  HISTORY     - 1958     GOOD             NGS
 BP0090
 BP0090                          STATION DESCRIPTION
 BP0090
 BP0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0090'17.85 MI N FROM DRYDEN.
 BP0090'ABOUT 16.55 MILES NORTH ALONG STATE HIGHWAY 349 FROM THE TEXAS AND NEW
 BP0090'ORLEANS RAILROAD STATION AT DRYDEN TO A CONCRETE WATER CROSSING,
 BP0090'THENCE 0.3 MILE NORTHWEST ALONG A TRAIL ROAD, THENCE 1.0 MILE
 BP0090'NORTHEAST ALONG THE OLD HIGHWAY, 36 FEET SOUTHEAST OF THE CENTER LINE
 BP0090'OF THE OLD HIGHWAY, ABOUT 0.1 MILE SOUTHWEST OF THE FENCE CORNER, 318
 BP0090'FEET WEST OF A FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND
 BP0090'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CC0387 ***********************************************************************
 CC0387  DESIGNATION -  L 726
 CC0387  PID         -  CC0387
 CC0387  STATE/COUNTY-  TX/REEVES
 CC0387  USGS QUAD   -  TOYAH (1970)
 CC0387
 CC0387                         *CURRENT SURVEY CONTROL
 CC0387  ___________________________________________________________________
 CC0387* NAD 83(1986)-  31 21 04.     (N)    103 49 12.     (W)     SCALED    
 CC0387* NAVD 88     -       892.557  (meters)    2928.33   (feet)  ADJUSTED  
 CC0387  ___________________________________________________________________
 CC0387  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CC0387  DYNAMIC HT  -         891.236 (meters)    2924.00  (feet)  COMP
 CC0387  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 CC0387
 CC0387  VERT ORDER  -  SECOND    CLASS 0
 CC0387
 CC0387.The horizontal coordinates were scaled from a topographic map and have
 CC0387.an estimated accuracy of +/- 6 seconds.
 CC0387
 CC0387.The orthometric height was determined by differential leveling
 CC0387.and adjusted by the National Geodetic Survey in June 1991..
 CC0387
 CC0387.The geoid height was determined by GEOID03.
 CC0387
 CC0387.The dynamic height is computed by dividing the NAVD 88
 CC0387.geopotential number by the normal gravity value computed on the
 CC0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CC0387.degrees latitude (g = 980.6199 gals.).
 CC0387
 CC0387.The modeled gravity was interpolated from observed gravity values.
 CC0387
 CC0387;                    North         East    Units  Estimated Accuracy
 CC0387;SPC TX C     - 3,191,930.      368,320.      MT  (+/- 180 meters Scaled)
 CC0387
 CC0387                          SUPERSEDED SURVEY CONTROL
 CC0387
 CC0387  NGVD 29 (??/??/92)  892.196  (m)         2927.15   (f) ADJ UNCH    2 0
 CC0387
 CC0387.Superseded values are not recommended for survey control.
 CC0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CC0387.See file dsdata.txt to determine how the superseded data were derived.
 CC0387
 CC0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFQ122691(NAD 83)
 CC0387_MARKER: DB = BENCH MARK DISK
 CC0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CC0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CC0387_STAMPING: L 726 1942
 CC0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CC0387+STABILITY: SURFACE MOTION
 CC0387
 CC0387  HISTORY     - Date     Condition        Report By
 CC0387  HISTORY     - 1942     MONUMENTED       CGS
 CC0387  HISTORY     - 1958     GOOD             NGS
 CC0387
 CC0387                          STATION DESCRIPTION
 CC0387
 CC0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CC0387'4.15 MI NW FROM TOYAH.
 CC0387'ABOUT 4.15 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CC0387'PACIFIC RAILWAY COMPANY STATION AT TOYAH, 42 FEET EAST-NORTHEAST OF
 CC0387'THE CENTER LINE OF THE ROAD, AT THE TOP OF A SMALL RISE BETWEEN TWO
 CC0387'DIPS IN THE ROAD, ABOUT 0.1 MILE EAST-NORTHEAST AND ACROSS THE ROAD
 CC0387'FROM A STEEL WINDMILL, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 CC0387'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CC0387'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0054 ***********************************************************************
 CD0054  DESIGNATION -  L 727
 CD0054  PID         -  CD0054
 CD0054  STATE/COUNTY-  TX/CULBERSON
 CD0054  USGS QUAD   -  DRY LAKE (1973)
 CD0054
 CD0054                         *CURRENT SURVEY CONTROL
 CD0054  ___________________________________________________________________
 CD0054* NAD 83(1986)-  31 31 38.     (N)    104 07 27.     (W)     SCALED    
 CD0054* NAVD 88     -      1038.917  (meters)    3408.51   (feet)  ADJUSTED  
 CD0054  ___________________________________________________________________
 CD0054  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CD0054  DYNAMIC HT  -        1037.356 (meters)    3403.39  (feet)  COMP
 CD0054  MODELED GRAV-     979,102.5   (mgal)                       NAVD 88
 CD0054
 CD0054  VERT ORDER  -  SECOND    CLASS 0
 CD0054
 CD0054.The horizontal coordinates were scaled from a topographic map and have
 CD0054.an estimated accuracy of +/- 6 seconds.
 CD0054
 CD0054.The orthometric height was determined by differential leveling
 CD0054.and adjusted by the National Geodetic Survey in June 1991..
 CD0054
 CD0054.The geoid height was determined by GEOID03.
 CD0054
 CD0054.The dynamic height is computed by dividing the NAVD 88
 CD0054.geopotential number by the normal gravity value computed on the
 CD0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0054.degrees latitude (g = 980.6199 gals.).
 CD0054
 CD0054.The modeled gravity was interpolated from observed gravity values.
 CD0054
 CD0054;                    North         East    Units  Estimated Accuracy
 CD0054;SPC TX C     - 3,212,390.      340,060.      MT  (+/- 180 meters Scaled)
 CD0054
 CD0054                          SUPERSEDED SURVEY CONTROL
 CD0054
 CD0054  NGVD 29 (??/??/92) 1038.483  (m)         3407.09   (f) ADJ UNCH    2 0
 CD0054
 CD0054.Superseded values are not recommended for survey control.
 CD0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0054.See file dsdata.txt to determine how the superseded data were derived.
 CD0054
 CD0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ831883(NAD 83)
 CD0054_MARKER: DB = BENCH MARK DISK
 CD0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0054_STAMPING: L 727 1942
 CD0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0054+STABILITY: SURFACE MOTION
 CD0054
 CD0054  HISTORY     - Date     Condition        Report By
 CD0054  HISTORY     - 1942     MONUMENTED       CGS
 CD0054  HISTORY     - 1958     GOOD             NGS
 CD0054
 CD0054                          STATION DESCRIPTION
 CD0054
 CD0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0054'28.15 MI NW FROM TOYAH.
 CD0054'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0054'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 19.2 MILES
 CD0054'NORTHWEST ALONG A GRADED ROAD.  29 FEET SOUTH OF THE CENTER LINE OF
 CD0054'THE ROAD, AT THE CREST OF A SMALL KNOLL, 1 1/2 FEET WEST OF A WHITE
 CD0054'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 CD0054'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0173 ***********************************************************************
 CD0173  DESIGNATION -  L 728
 CD0173  PID         -  CD0173
 CD0173  STATE/COUNTY-  TX/CULBERSON
 CD0173  USGS QUAD   -  LONEMAN MOUNTAIN (1973)
 CD0173
 CD0173                         *CURRENT SURVEY CONTROL
 CD0173  ___________________________________________________________________
 CD0173* NAD 83(1986)-  31 27 47.     (N)    104 26 12.     (W)     SCALED    
 CD0173* NAVD 88     -      1245.821  (meters)    4087.33   (feet)  ADJUSTED  
 CD0173  ___________________________________________________________________
 CD0173  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CD0173  DYNAMIC HT  -        1243.902 (meters)    4081.04  (feet)  COMP
 CD0173  MODELED GRAV-     979,057.1   (mgal)                       NAVD 88
 CD0173
 CD0173  VERT ORDER  -  SECOND    CLASS 0
 CD0173
 CD0173.The horizontal coordinates were scaled from a topographic map and have
 CD0173.an estimated accuracy of +/- 6 seconds.
 CD0173
 CD0173.The orthometric height was determined by differential leveling
 CD0173.and adjusted by the National Geodetic Survey in June 1991..
 CD0173
 CD0173.The geoid height was determined by GEOID03.
 CD0173
 CD0173.The dynamic height is computed by dividing the NAVD 88
 CD0173.geopotential number by the normal gravity value computed on the
 CD0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0173.degrees latitude (g = 980.6199 gals.).
 CD0173
 CD0173.The modeled gravity was interpolated from observed gravity values.
 CD0173
 CD0173;                    North         East    Units  Estimated Accuracy
 CD0173;SPC TX C     - 3,206,330.      310,140.      MT  (+/- 180 meters Scaled)
 CD0173
 CD0173                          SUPERSEDED SURVEY CONTROL
 CD0173
 CD0173  NGVD 29 (??/??/92) 1245.315  (m)         4085.67   (f) ADJ UNCH    2 0
 CD0173
 CD0173.Superseded values are not recommended for survey control.
 CD0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0173.See file dsdata.txt to determine how the superseded data were derived.
 CD0173
 CD0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ535810(NAD 83)
 CD0173_MARKER: DB = BENCH MARK DISK
 CD0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0173_STAMPING: L-728 1942
 CD0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0173+STABILITY: SURFACE MOTION
 CD0173
 CD0173  HISTORY     - Date     Condition        Report By
 CD0173  HISTORY     - 1942     MONUMENTED       CGS
 CD0173  HISTORY     - 1973     GOOD             USGS
 CD0173
 CD0173                          STATION DESCRIPTION
 CD0173
 CD0173'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 CD0173'51.75 MI NW FROM TOYAH.
 CD0173'ABOUT 8.95 MILES NORTHWEST ALONG AN ASPHALT ROAD FROM THE TEXAS AND
 CD0173'PACIFIC RAILWAY COMPANY STATION AT TOYAH, THENCE ABOUT 42.8 MILES
 CD0173'NORTHWEST ALONG A GRADED ROAD.  28 FEET WEST OF THE CENTER LINE OF THE
 CD0173'TOYAH ROAD, 21 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 CD0173'NORTHWEST, ABOUT 3.4 MILES NORTH OF THE END OF THE PAVEMENT ON FARM
 CD0173'ROAD 2185, AT THE WYE JUNCTION OF THE ROADS LEADING NORTHWEST,
 CD0173'NORTHEAST, AND SOUTH, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 CD0173'ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF A CONCRETE POST
 CD0173'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0052 ***********************************************************************
 BQ0052  DESIGNATION -  L 729
 BQ0052  PID         -  BQ0052
 BQ0052  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0052  USGS QUAD   -  BORACHO PEAK (1978)
 BQ0052
 BQ0052                         *CURRENT SURVEY CONTROL
 BQ0052  ___________________________________________________________________
 BQ0052* NAD 83(1986)-  30 53 08.     (N)    104 27 49.     (W)     SCALED    
 BQ0052* NAVD 88     -      1325.881  (meters)    4349.99   (feet)  ADJUSTED  
 BQ0052  ___________________________________________________________________
 BQ0052  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 BQ0052  DYNAMIC HT  -        1323.770 (meters)    4343.07  (feet)  COMP
 BQ0052  MODELED GRAV-     979,002.4   (mgal)                       NAVD 88
 BQ0052
 BQ0052  VERT ORDER  -  SECOND    CLASS 0
 BQ0052
 BQ0052.The horizontal coordinates were scaled from a topographic map and have
 BQ0052.an estimated accuracy of +/- 6 seconds.
 BQ0052
 BQ0052.The orthometric height was determined by differential leveling
 BQ0052.and adjusted by the National Geodetic Survey in June 1991..
 BQ0052
 BQ0052.The geoid height was determined by GEOID03.
 BQ0052
 BQ0052.The dynamic height is computed by dividing the NAVD 88
 BQ0052.geopotential number by the normal gravity value computed on the
 BQ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0052.degrees latitude (g = 980.6199 gals.).
 BQ0052
 BQ0052.The modeled gravity was interpolated from observed gravity values.
 BQ0052
 BQ0052;                    North         East    Units  Estimated Accuracy
 BQ0052;SPC TX C     - 3,142,450.      305,210.      MT  (+/- 180 meters Scaled)
 BQ0052
 BQ0052                          SUPERSEDED SURVEY CONTROL
 BQ0052
 BQ0052  NGVD 29 (??/??/92) 1325.340  (m)         4348.22   (f) ADJ UNCH    2 0
 BQ0052
 BQ0052.Superseded values are not recommended for survey control.
 BQ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0052.See file dsdata.txt to determine how the superseded data were derived.
 BQ0052
 BQ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REQ512170(NAD 83)
 BQ0052_MARKER: DB = BENCH MARK DISK
 BQ0052_SETTING: 66 = SET IN ROCK OUTCROP
 BQ0052_SP_SET: ROCK OUTCROP
 BQ0052_STAMPING: L 729 1942
 BQ0052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BQ0052+STABILITY: POSITION/ELEVATION WELL
 BQ0052
 BQ0052  HISTORY     - Date     Condition        Report By
 BQ0052  HISTORY     - 1942     MONUMENTED       CGS
 BQ0052  HISTORY     - 1958     GOOD             NGS
 BQ0052
 BQ0052                          STATION DESCRIPTION
 BQ0052
 BQ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BQ0052'15.6 MI S FROM BORACHO.
 BQ0052'ABOUT 0.35 MILE SOUTH ALONG A DIRT ROAD FROM THE COUNTY ROAD CROSSING
 BQ0052'AT BORACHO TO THE JUNCTION OF U.S. HIGHWAY 80, THENCE 15.25 MILES
 BQ0052'SOUTH ALONG A VERY POOR DIRT ROAD.  IN THE TOP OF A LARGE ROCK
 BQ0052'OUTCROP, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.55
 BQ0052'MILE NORTH OF A GATE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0028 ***********************************************************************
 BQ0028  DESIGNATION -  L 730
 BQ0028  PID         -  BQ0028
 BQ0028  STATE/COUNTY-  TX/JEFF DAVIS
 BQ0028  USGS QUAD   -  VALENTINE EAST (1978)
 BQ0028
 BQ0028                         *CURRENT SURVEY CONTROL
 BQ0028  ___________________________________________________________________
 BQ0028* NAD 83(1986)-  30 35 40.     (N)    104 29 21.     (W)     SCALED    
 BQ0028* NAVD 88     -      1355.593  (meters)    4447.47   (feet)  ADJUSTED  
 BQ0028  ___________________________________________________________________
 BQ0028  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BQ0028  DYNAMIC HT  -        1353.359 (meters)    4440.15  (feet)  COMP
 BQ0028  MODELED GRAV-     978,946.0   (mgal)                       NAVD 88
 BQ0028
 BQ0028  VERT ORDER  -  SECOND    CLASS 0
 BQ0028
 BQ0028.The horizontal coordinates were scaled from a topographic map and have
 BQ0028.an estimated accuracy of +/- 6 seconds.
 BQ0028
 BQ0028.The orthometric height was determined by differential leveling
 BQ0028.and adjusted by the National Geodetic Survey in June 1991..
 BQ0028
 BQ0028.The geoid height was determined by GEOID03.
 BQ0028
 BQ0028.The dynamic height is computed by dividing the NAVD 88
 BQ0028.geopotential number by the normal gravity value computed on the
 BQ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0028.degrees latitude (g = 980.6199 gals.).
 BQ0028
 BQ0028.The modeled gravity was interpolated from observed gravity values.
 BQ0028
 BQ0028;                    North         East    Units  Estimated Accuracy
 BQ0028;SPC TX C     - 3,110,290.      301,560.      MT  (+/- 180 meters Scaled)
 BQ0028
 BQ0028                          SUPERSEDED SURVEY CONTROL
 BQ0028
 BQ0028  NGVD 29 (??/??/92) 1355.012  (m)         4445.57   (f) ADJ UNCH    2 0
 BQ0028
 BQ0028.Superseded values are not recommended for survey control.
 BQ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0028.See file dsdata.txt to determine how the superseded data were derived.
 BQ0028
 BQ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP489847(NAD 83)
 BQ0028_MARKER: DB = BENCH MARK DISK
 BQ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0028_STAMPING: L 730 1942
 BQ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0028+STABILITY: SURFACE MOTION
 BQ0028
 BQ0028  HISTORY     - Date     Condition        Report By
 BQ0028  HISTORY     - 1942     MONUMENTED       CGS
 BQ0028  HISTORY     - 1958     MARK NOT FOUND   NGS
 BQ0028
 BQ0028                          STATION DESCRIPTION
 BQ0028
 BQ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 BQ0028'0.8 MI N FROM VALENTINE.
 BQ0028'THIS MARK IS ABOUT 0.8 MILE NORTH ALONG A DIRT ROAD TO PLATEAU FROM
 BQ0028'THE POST OFFICE AT VALENTINE, JEFF DAVIS COUNTY, 0.25 MILE SOUTH OF A
 BQ0028'CATTLE GUARD, SET ON THE OUT SIDE OF A PROMINENT CURVE, 2.0 FEET WEST
 BQ0028'OF A FENCE RUNNING NORTH-SOUTH, 149.0 FEET NORTHEAST OF THE NORTHEAST
 BQ0028'CORNER OF A WHITE BUNGALOW, 55.0 FEET EAST OF THE CENTER LINE OF THE
 BQ0028'ROAD, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND.
 BQ0028
 BQ0028                          STATION RECOVERY (1958)
 BQ0028
 BQ0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BQ0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0183 ***********************************************************************
 BQ0183  DESIGNATION -  L 731
 BQ0183  PID         -  BQ0183
 BQ0183  STATE/COUNTY-  TX/PRESIDIO
 BQ0183  USGS QUAD   -  CAPOTE PEAK (1978)
 BQ0183
 BQ0183                         *CURRENT SURVEY CONTROL
 BQ0183  ___________________________________________________________________
 BQ0183* NAD 83(1986)-  30 16 15.     (N)    104 33 31.     (W)     SCALED    
 BQ0183* NAVD 88     -      1381.238  (meters)    4531.61   (feet)  POSTED    
 BQ0183  ___________________________________________________________________
 BQ0183  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 BQ0183  DYNAMIC HT  -        1378.950 (meters)    4524.11  (feet)  COMP
 BQ0183  MODELED GRAV-     978,933.5   (mgal)                       NAVD 88
 BQ0183  OBS GRAVITY -     978,936.1   (mgal)                       GRAV_OBS
 BQ0183
 BQ0183  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0183
 BQ0183.The horizontal coordinates were scaled from a topographic map and have
 BQ0183.an estimated accuracy of +/- 6 seconds.
 BQ0183
 BQ0183.The orthometric height was determined by differential leveling
 BQ0183.and adjusted by the National Geodetic Survey in 1992..
 BQ0183.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0183.rate of 1.1 thru 2.0 mm/km.
 BQ0183
 BQ0183.The geoid height was determined by GEOID03.
 BQ0183
 BQ0183.The dynamic height is computed by dividing the NAVD 88
 BQ0183.geopotential number by the normal gravity value computed on the
 BQ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0183.degrees latitude (g = 980.6199 gals.).
 BQ0183
 BQ0183.The modeled gravity was interpolated from observed gravity values.
 BQ0183.The observed gravity was obtained from relative gravimeter ties
 BQ0183.to the IGSN71 gravity network.
 BQ0183
 BQ0183;                    North         East    Units  Estimated Accuracy
 BQ0183;SPC TXSC     - 4,282,860.       65,340.      MT  (+/- 180 meters Scaled)
 BQ0183
 BQ0183                          SUPERSEDED SURVEY CONTROL
 BQ0183
 BQ0183  NGVD 29 (??/??/92) 1380.684  (m)         4529.79   (f) ADJ UNCH    2 0
 BQ0183
 BQ0183.Superseded values are not recommended for survey control.
 BQ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0183.See file dsdata.txt to determine how the superseded data were derived.
 BQ0183
 BQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP424488(NAD 83)
 BQ0183_MARKER: DB = BENCH MARK DISK
 BQ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0183_STAMPING: L 731 1943
 BQ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0183+STABILITY: SURFACE MOTION
 BQ0183
 BQ0183  HISTORY     - Date     Condition        Report By
 BQ0183  HISTORY     - 1943     MONUMENTED       CGS
 BQ0183
 BQ0183                          STATION DESCRIPTION
 BQ0183
 BQ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0183'24.6 MI S FROM VALENTINE.
 BQ0183'THIS MARK IS 24.6 MILES SOUTH ALONG A DIRT ROAD TO CANDELARIA FROM THE
 BQ0183'POST OFFICE AT VALENTINE, 5.3 MILES SOUTH OF THE BRITE RANCH, 0.9 MILE
 BQ0183'SOUTH OF A WATER TANK, 0.2 MILE NORTH OF A CATTLE GUARD, SET ON THE
 BQ0183'SOUTH SLOPE OF A HILL, SET IN THE TOP OF A LARGE BOULDER, WHICH IS ON
 BQ0183'THE WEST EDGE OF A GULCH, 54.0 FEET EAST OF THE CENTERLINE OF THE
 BQ0183'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BQ0210 ***********************************************************************
 BQ0210  DESIGNATION -  L 732
 BQ0210  PID         -  BQ0210
 BQ0210  STATE/COUNTY-  TX/PRESIDIO
 BQ0210  USGS QUAD   -  PUEBLO NUEVO (1979)
 BQ0210
 BQ0210                         *CURRENT SURVEY CONTROL
 BQ0210  ___________________________________________________________________
 BQ0210* NAD 83(1986)-  30 03 20.     (N)    104 41 29.     (W)     SCALED    
 BQ0210* NAVD 88     -       888.343  (meters)    2914.51   (feet)  POSTED    
 BQ0210  ___________________________________________________________________
 BQ0210  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 BQ0210  DYNAMIC HT  -         886.910 (meters)    2909.80  (feet)  COMP
 BQ0210  MODELED GRAV-     978,994.8   (mgal)                       NAVD 88
 BQ0210
 BQ0210  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BQ0210
 BQ0210.The horizontal coordinates were scaled from a topographic map and have
 BQ0210.an estimated accuracy of +/- 6 seconds.
 BQ0210
 BQ0210.The orthometric height was determined by differential leveling
 BQ0210.and adjusted by the National Geodetic Survey in 1992..
 BQ0210.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BQ0210.rate of 1.1 thru 2.0 mm/km.
 BQ0210
 BQ0210.The geoid height was determined by GEOID03.
 BQ0210
 BQ0210.The dynamic height is computed by dividing the NAVD 88
 BQ0210.geopotential number by the normal gravity value computed on the
 BQ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BQ0210.degrees latitude (g = 980.6199 gals.).
 BQ0210
 BQ0210.The modeled gravity was interpolated from observed gravity values.
 BQ0210
 BQ0210;                    North         East    Units  Estimated Accuracy
 BQ0210;SPC TXSC     - 4,259,640.       51,410.      MT  (+/- 180 meters Scaled)
 BQ0210
 BQ0210                          SUPERSEDED SURVEY CONTROL
 BQ0210
 BQ0210  NGVD 29 (??/??/92)  887.873  (m)         2912.96   (f) ADJ UNCH    2 0
 BQ0210
 BQ0210.Superseded values are not recommended for survey control.
 BQ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BQ0210.See file dsdata.txt to determine how the superseded data were derived.
 BQ0210
 BQ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP297249(NAD 83)
 BQ0210_MARKER: DB = BENCH MARK DISK
 BQ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BQ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BQ0210_STAMPING: L 732 1943
 BQ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BQ0210+STABILITY: SURFACE MOTION
 BQ0210
 BQ0210  HISTORY     - Date     Condition        Report By
 BQ0210  HISTORY     - 1943     MONUMENTED       CGS
 BQ0210
 BQ0210                          STATION DESCRIPTION
 BQ0210
 BQ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BQ0210'6.5 MI SE FROM CANDELARIA.
 BQ0210'THIS MARK IS 6.5 MILES SOUTHEAST ALONG THE ROAD TO RUIDOSA FROM THE
 BQ0210'SCHOOL HOUSE AT CANDELARIA, PRESIDIO COUNTY, SET ON THE SUMMIT OF A
 BQ0210'HILL, AT AN INTERSECTION OF THE OLD ROAD, 46.0 FEET EAST OF THE
 BQ0210'CENTERLINE OF THE ROAD, PROJECTING 3-INCHES ABOVE THE GROUND, 2.0 FEET
 BQ0210'NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0019 ***********************************************************************
 CD0019  DESIGNATION -  L 733
 CD0019  PID         -  CD0019
 CD0019  STATE/COUNTY-  TX/CULBERSON
 CD0019  USGS QUAD   -  SCREW BEAN DRAW EAST (1973)
 CD0019
 CD0019                         *CURRENT SURVEY CONTROL
 CD0019  ___________________________________________________________________
 CD0019* NAD 83(1986)-  31 48 40.     (N)    104 04 19.     (W)     SCALED    
 CD0019* NAVD 88     -       962.419  (meters)    3157.54   (feet)  ADJUSTED  
 CD0019  ___________________________________________________________________
 CD0019  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CD0019  DYNAMIC HT  -         960.986 (meters)    3152.83  (feet)  COMP
 CD0019  MODELED GRAV-     979,119.4   (mgal)                       NAVD 88
 CD0019
 CD0019  VERT ORDER  -  SECOND    CLASS 0
 CD0019
 CD0019.The horizontal coordinates were scaled from a topographic map and have
 CD0019.an estimated accuracy of +/- 6 seconds.
 CD0019
 CD0019.The orthometric height was determined by differential leveling
 CD0019.and adjusted by the National Geodetic Survey in June 1991..
 CD0019
 CD0019.The geoid height was determined by GEOID03.
 CD0019
 CD0019.The dynamic height is computed by dividing the NAVD 88
 CD0019.geopotential number by the normal gravity value computed on the
 CD0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0019.degrees latitude (g = 980.6199 gals.).
 CD0019
 CD0019.The modeled gravity was interpolated from observed gravity values.
 CD0019
 CD0019;                    North         East    Units  Estimated Accuracy
 CD0019;SPC TX C     - 3,243,680.      346,080.      MT  (+/- 180 meters Scaled)
 CD0019
 CD0019                          SUPERSEDED SURVEY CONTROL
 CD0019
 CD0019  NGVD 29 (??/??/92)  961.940  (m)         3155.96   (f) ADJ UNCH    2 0
 CD0019
 CD0019.Superseded values are not recommended for survey control.
 CD0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0019.See file dsdata.txt to determine how the superseded data were derived.
 CD0019
 CD0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER878198(NAD 83)
 CD0019_MARKER: DB = BENCH MARK DISK
 CD0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0019_STAMPING: L-733 1943
 CD0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0019+STABILITY: SURFACE MOTION
 CD0019
 CD0019  HISTORY     - Date     Condition        Report By
 CD0019  HISTORY     - 1943     MONUMENTED       CGS
 CD0019  HISTORY     - 1972     GOOD             USGS
 CD0019
 CD0019                          STATION DESCRIPTION
 CD0019
 CD0019'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 CD0019'10.1 MI W FROM ORLA.
 CD0019'TO REACH FROM ORLA, TEXAS GO WEST ON TEXAS FARM-MARKET ROAD NO. 652
 CD0019'FOR 9.3 MI. THENCE SOUTH ALONG DUVAL CORPORATIONS PRIVATE BLACK TOP
 CD0019'ROAD FOR 0.8 MI. TO A E-W PIPELINE AND ROAD, THENCE WEST FOR 150 FT.
 CD0019'ALONG PIPELINE ROAD, 22 FT. N. OF CENTER LINE OF ROAD, AND 72 FT. EAST
 CD0019'OF R.R. XING, IN A CONCRETE POST, A STANDARD TABLET STAMPED L-733
 CD0019'1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0043 ***********************************************************************
 CD0043  DESIGNATION -  L 734
 CD0043  PID         -  CD0043
 CD0043  STATE/COUNTY-  TX/CULBERSON
 CD0043  USGS QUAD   -  DELAWARE SPRING (1973)
 CD0043
 CD0043                         *CURRENT SURVEY CONTROL
 CD0043  ___________________________________________________________________
 CD0043* NAD 83(1986)-  31 50 39.     (N)    104 27 01.     (W)     SCALED    
 CD0043* NAVD 88     -      1129.632  (meters)    3706.13   (feet)  ADJUSTED  
 CD0043  ___________________________________________________________________
 CD0043  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CD0043  DYNAMIC HT  -        1127.913 (meters)    3700.49  (feet)  COMP
 CD0043  MODELED GRAV-     979,079.1   (mgal)                       NAVD 88
 CD0043
 CD0043  VERT ORDER  -  SECOND    CLASS 0
 CD0043
 CD0043.The horizontal coordinates were scaled from a topographic map and have
 CD0043.an estimated accuracy of +/- 6 seconds.
 CD0043
 CD0043.The orthometric height was determined by differential leveling
 CD0043.and adjusted by the National Geodetic Survey in June 1991..
 CD0043
 CD0043.The geoid height was determined by GEOID03.
 CD0043
 CD0043.The dynamic height is computed by dividing the NAVD 88
 CD0043.geopotential number by the normal gravity value computed on the
 CD0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0043.degrees latitude (g = 980.6199 gals.).
 CD0043
 CD0043.The modeled gravity was interpolated from observed gravity values.
 CD0043
 CD0043;                    North         East    Units  Estimated Accuracy
 CD0043;SPC TX C     - 3,248,610.      310,410.      MT  (+/- 180 meters Scaled)
 CD0043
 CD0043                          SUPERSEDED SURVEY CONTROL
 CD0043
 CD0043  NGVD 29 (??/??/92) 1129.099  (m)         3704.39   (f) ADJ UNCH    2 0
 CD0043
 CD0043.Superseded values are not recommended for survey control.
 CD0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0043.See file dsdata.txt to determine how the superseded data were derived.
 CD0043
 CD0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER520232(NAD 83)
 CD0043_MARKER: DB = BENCH MARK DISK
 CD0043_SETTING: 0 = UNSPECIFIED SETTING
 CD0043_STAMPING: L 734 1943
 CD0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CD0043
 CD0043  HISTORY     - Date     Condition        Report By
 CD0043  HISTORY     - 1943     MONUMENTED       CGS
 CD0043
 CD0043                          STATION DESCRIPTION
 CD0043
 CD0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CD0043'34.8 MI W FROM ORLA.
 CD0043'THIS MARK IS 34.8 MILES WEST ALONG A DIRT ROAD FROM THE POST OFFICE AT
 CD0043'ORLA, 0.35 MILE WEST OF A DRAW, SET BETWEEN TWO HILLS, 36.5 FEET WEST
 CD0043'OF POWER POLE NUMBER 120-6, 26.0 FEET NORTH OF THE CENTERLINE OF THE
 CD0043'ROAD, PROJECTING 4-INCHES ABOVE THE GROUND, 2.0 FEET WEST OF A WHITE
 CD0043'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0090 ***********************************************************************
 BB0090  DESIGNATION -  L 735
 BB0090  PID         -  BB0090
 BB0090  STATE/COUNTY-  TX/PRESIDIO
 BB0090  USGS QUAD   -  CIENEGA MOUNTAINS (1983)
 BB0090
 BB0090                         *CURRENT SURVEY CONTROL
 BB0090  ___________________________________________________________________
 BB0090* NAD 83(1986)-  29 51 07.     (N)    104 13 42.     (W)     SCALED    
 BB0090* NAVD 88     -      1294.409  (meters)    4246.74   (feet)  ADJUSTED  
 BB0090  ___________________________________________________________________
 BB0090  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 BB0090  DYNAMIC HT  -        1292.236 (meters)    4239.61  (feet)  COMP
 BB0090  MODELED GRAV-     978,919.4   (mgal)                       NAVD 88
 BB0090
 BB0090  VERT ORDER  -  SECOND    CLASS 0
 BB0090
 BB0090.The horizontal coordinates were scaled from a topographic map and have
 BB0090.an estimated accuracy of +/- 6 seconds.
 BB0090
 BB0090.The orthometric height was determined by differential leveling
 BB0090.and adjusted by the National Geodetic Survey in June 1991..
 BB0090
 BB0090.The geoid height was determined by GEOID03.
 BB0090
 BB0090.The dynamic height is computed by dividing the NAVD 88
 BB0090.geopotential number by the normal gravity value computed on the
 BB0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0090.degrees latitude (g = 980.6199 gals.).
 BB0090
 BB0090.The modeled gravity was interpolated from observed gravity values.
 BB0090
 BB0090;                    North         East    Units  Estimated Accuracy
 BB0090;SPC TXSC     - 4,235,010.       95,010.      MT  (+/- 180 meters Scaled)
 BB0090
 BB0090                          SUPERSEDED SURVEY CONTROL
 BB0090
 BB0090  NGVD 29 (??/??/92) 1293.961  (m)         4245.27   (f) ADJ UNCH    2 0
 BB0090
 BB0090.Superseded values are not recommended for survey control.
 BB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0090.See file dsdata.txt to determine how the superseded data were derived.
 BB0090
 BB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP745026(NAD 83)
 BB0090_MARKER: DB = BENCH MARK DISK
 BB0090_SETTING: 66 = SET IN ROCK OUTCROP
 BB0090_SP_SET: ROCK OUTCROP
 BB0090_STAMPING: L 735 1943
 BB0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BB0090+STABILITY: POSITION/ELEVATION WELL
 BB0090
 BB0090  HISTORY     - Date     Condition        Report By
 BB0090  HISTORY     - 1943     MONUMENTED       CGS
 BB0090  HISTORY     - 1958     GOOD             NGS
 BB0090
 BB0090                          STATION DESCRIPTION
 BB0090
 BB0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0090'8.9 MI NE FROM SHAFTER.
 BB0090'ABOUT 5.5 MILES NORTH-NORTHEAST ALONG U.S. HIGHWAY 67 FROM THE SCHOOL
 BB0090'HOUSE AT SHAFTER, THENCE ABOUT 3.4 MILES SOUTHEAST ALONG A GRADED DIRT
 BB0090'ROAD.  IN THE TOP OF A ROCK OUTCROP PROJECTING 1 FOOT, 278 FEET
 BB0090'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 200 YARDS SOUTHEAST OF A
 BB0090'WHITE STUCCO RANCH HOUSE, NORTH AND AT THE FOOT OF A ROCKY HILL, 87
 BB0090'FEET WEST-SOUTHWEST OF A FENCE, AND 165 FEET WEST OF A WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0369 ***********************************************************************
 BA0369  DESIGNATION -  L 736
 BA0369  PID         -  BA0369
 BA0369  STATE/COUNTY-  TX/PRESIDIO
 BA0369  USGS QUAD   -  HORSESHOE MOUNTAINS (1983)
 BA0369
 BA0369                         *CURRENT SURVEY CONTROL
 BA0369  ___________________________________________________________________
 BA0369* NAD 83(1986)-  29 41 28.     (N)    103 53 10.     (W)     SCALED    
 BA0369* NAVD 88     -      1254.018  (meters)    4114.22   (feet)  ADJUSTED  
 BA0369  ___________________________________________________________________
 BA0369  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 BA0369  DYNAMIC HT  -        1251.932 (meters)    4107.38  (feet)  COMP
 BA0369  MODELED GRAV-     978,935.9   (mgal)                       NAVD 88
 BA0369
 BA0369  VERT ORDER  -  SECOND    CLASS 0
 BA0369
 BA0369.The horizontal coordinates were scaled from a topographic map and have
 BA0369.an estimated accuracy of +/- 6 seconds.
 BA0369
 BA0369.The orthometric height was determined by differential leveling
 BA0369.and adjusted by the National Geodetic Survey in June 1991..
 BA0369
 BA0369.The geoid height was determined by GEOID03.
 BA0369
 BA0369.The dynamic height is computed by dividing the NAVD 88
 BA0369.geopotential number by the normal gravity value computed on the
 BA0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0369.degrees latitude (g = 980.6199 gals.).
 BA0369
 BA0369.The modeled gravity was interpolated from observed gravity values.
 BA0369
 BA0369;                    North         East    Units  Estimated Accuracy
 BA0369;SPC TXSC     - 4,215,770.      127,300.      MT  (+/- 180 meters Scaled)
 BA0369
 BA0369                          SUPERSEDED SURVEY CONTROL
 BA0369
 BA0369  NGVD 29 (??/??/92) 1253.647  (m)         4113.01   (f) ADJ UNCH    2 0
 BA0369
 BA0369.Superseded values are not recommended for survey control.
 BA0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0369.See file dsdata.txt to determine how the superseded data were derived.
 BA0369
 BA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN077850(NAD 83)
 BA0369_MARKER: DB = BENCH MARK DISK
 BA0369_SETTING: 66 = SET IN ROCK OUTCROP
 BA0369_SP_SET: ROCK OUTCROP
 BA0369_STAMPING: L 736 1943
 BA0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0369+STABILITY: POSITION/ELEVATION WELL
 BA0369
 BA0369  HISTORY     - Date     Condition        Report By
 BA0369  HISTORY     - 1943     MONUMENTED       CGS
 BA0369  HISTORY     - 1958     GOOD             NGS
 BA0369
 BA0369                          STATION DESCRIPTION
 BA0369
 BA0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0369'13.00  MI SE FROM CASAS PIEDRA.
 BA0369'ABOUT 2.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE STORE
 BA0369'BUILDING AT CASA PIEDRA, THENCE ABOUT 0.95 MILE EAST ALONG A GRADED
 BA0369'DIRT ROAD, THENCE ABOUT 9.9 MILES SOUTHEAST ALONG A GRADED DIRT ROAD.
 BA0369'IN THE TOP OF A FLAT ROCK OUTCROP, 92 FEET NORTHEAST OF THE CENTER
 BA0369'LINE OF THE ROAD, ABOUT 0.15 MILE SOUTHEAST OF THREE FLAT TOPPED
 BA0369'HILLS, ABOUT 0.4 MILE NORTH OF THE BASE F A LARGE FLAT TOPPED
 BA0369'MOUNTAIN, ABOUT 0.15 MILE NORTHWEST OF THE JUNCTION WITH A TRACK ROAD
 BA0369'LEADING EAST AND 9.0 FEET SOUTHWEST OF THE CENTER LINE OF A WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0124 ***********************************************************************
 BB0124  DESIGNATION -  L 737
 BB0124  PID         -  BB0124
 BB0124  STATE/COUNTY-  TX/PRESIDIO
 BB0124  USGS QUAD   -  PLATA NE (1983)
 BB0124
 BB0124                         *CURRENT SURVEY CONTROL
 BB0124  ___________________________________________________________________
 BB0124* NAD 83(1986)-  29 58 08.     (N)    104 01 35.     (W)     SCALED    
 BB0124* NAVD 88     -      1229.230  (meters)    4032.90   (feet)  ADJUSTED  
 BB0124  ___________________________________________________________________
 BB0124  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 BB0124  DYNAMIC HT  -        1227.188 (meters)    4026.20  (feet)  COMP
 BB0124  MODELED GRAV-     978,939.3   (mgal)                       NAVD 88
 BB0124
 BB0124  VERT ORDER  -  SECOND    CLASS 0
 BB0124
 BB0124.The horizontal coordinates were scaled from a topographic map and have
 BB0124.an estimated accuracy of +/- 6 seconds.
 BB0124
 BB0124.The orthometric height was determined by differential leveling
 BB0124.and adjusted by the National Geodetic Survey in June 1991..
 BB0124
 BB0124.The geoid height was determined by GEOID03.
 BB0124
 BB0124.The dynamic height is computed by dividing the NAVD 88
 BB0124.geopotential number by the normal gravity value computed on the
 BB0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0124.degrees latitude (g = 980.6199 gals.).
 BB0124
 BB0124.The modeled gravity was interpolated from observed gravity values.
 BB0124
 BB0124;                    North         East    Units  Estimated Accuracy
 BB0124;SPC TXSC     - 4,247,100.      115,060.      MT  (+/- 180 meters Scaled)
 BB0124
 BB0124                          SUPERSEDED SURVEY CONTROL
 BB0124
 BB0124  NGVD 29 (??/??/92) 1228.801  (m)         4031.49   (f) ADJ UNCH    2 0
 BB0124
 BB0124.Superseded values are not recommended for survey control.
 BB0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0124.See file dsdata.txt to determine how the superseded data were derived.
 BB0124
 BB0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REP939157(NAD 83)
 BB0124_MARKER: DB = BENCH MARK DISK
 BB0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0124_STAMPING: L 737 1943
 BB0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0124+STABILITY: SURFACE MOTION
 BB0124
 BB0124  HISTORY     - Date     Condition        Report By
 BB0124  HISTORY     - 1943     MONUMENTED       CGS
 BB0124  HISTORY     - 1958     GOOD             NGS
 BB0124
 BB0124                          STATION DESCRIPTION
 BB0124
 BB0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0124'7.5 MI N FROM PLATA.
 BB0124'ABOUT 7.5 MILES NORTH ALONG FARM ROAD 169 FROM THE RAILROAD SECTION
 BB0124'FOREMANS HOUSE AT PLATA, 206 FEET EAST OF THE CENTER LINE OF THE ROAD,
 BB0124'28 FEET EAST OF THE CENTER LINE OF THE OLD ROAD, ABOUT 0.4 MILE NORTH
 BB0124'OF A TEE FENCE, 1 1/2 FEET WEST OF A WOVEN WIRE FENCE, 1 FOOT SOUTH OF
 BB0124'A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BB0124'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0325 ***********************************************************************
 BA0325  DESIGNATION -  L 738
 BA0325  PID         -  BA0325
 BA0325  STATE/COUNTY-  TX/PRESIDIO
 BA0325  USGS QUAD   -  PUERTO POTRILLO (1983)
 BA0325
 BA0325                         *CURRENT SURVEY CONTROL
 BA0325  ___________________________________________________________________
 BA0325* NAD 83(1986)-  29 48 59.     (N)    103 52 54.     (W)     SCALED    
 BA0325* NAVD 88     -      1191.090  (meters)    3907.77   (feet)  POSTED    
 BA0325  ___________________________________________________________________
 BA0325  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 BA0325  DYNAMIC HT  -        1189.130 (meters)    3901.34  (feet)  COMP
 BA0325  MODELED GRAV-     978,952.6   (mgal)                       NAVD 88
 BA0325
 BA0325  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BA0325
 BA0325.The horizontal coordinates were scaled from a topographic map and have
 BA0325.an estimated accuracy of +/- 6 seconds.
 BA0325
 BA0325.The orthometric height was determined by differential leveling
 BA0325.and adjusted by the National Geodetic Survey in 1992..
 BA0325.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BA0325.rate of 2.1 thru 3.0 mm/km.
 BA0325
 BA0325.The geoid height was determined by GEOID03.
 BA0325
 BA0325.The dynamic height is computed by dividing the NAVD 88
 BA0325.geopotential number by the normal gravity value computed on the
 BA0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0325.degrees latitude (g = 980.6199 gals.).
 BA0325
 BA0325.The modeled gravity was interpolated from observed gravity values.
 BA0325
 BA0325;                    North         East    Units  Estimated Accuracy
 BA0325;SPC TXSC     - 4,229,620.      128,310.      MT  (+/- 180 meters Scaled)
 BA0325
 BA0325                          SUPERSEDED SURVEY CONTROL
 BA0325
 BA0325  NGVD 29 (??/??/92) 1190.688  (m)         3906.45   (f) ADJ UNCH    2 0
 BA0325
 BA0325.Superseded values are not recommended for survey control.
 BA0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0325.See file dsdata.txt to determine how the superseded data were derived.
 BA0325
 BA0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN080989(NAD 83)
 BA0325_MARKER: DB = BENCH MARK DISK
 BA0325_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 BA0325_SP_SET: ROCK
 BA0325_STAMPING: L 738 1943
 BA0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BA0325
 BA0325  HISTORY     - Date     Condition        Report By
 BA0325  HISTORY     - 1943     MONUMENTED       CGS
 BA0325  HISTORY     - 1958     GOOD             NGS
 BA0325
 BA0325                          STATION DESCRIPTION
 BA0325
 BA0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0325'11.4 MI SE FROM PLATA.
 BA0325'ABOUT 3.25 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE RAILROAD
 BA0325'SECTION FOREMANS HOUSE AT PLATA, THENCE ABOUT 8.15 MILES EAST ALONG A
 BA0325'PRIVATE TRACK ROAD LEADING TO THE C. L. HANCOCK RANCH.  IN THE SOUTH
 BA0325'SIDE OF A LARGE ROCK PROJECTION, 119 FEET NORTHEAST OF THE CENTER LINE
 BA0325'OF THE ROAD, ABOUT 0.2 MILE SOUTHEAST OF THE C. L. HANCOCK RANCH
 BA0325'HOUSE, ABOUT 3 FEET NORTH OF THE SOUTH EDGE, AND ABOUT 3 1/2 FEET
 BA0325'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0129 ***********************************************************************
 BB0129  DESIGNATION -  L 739
 BB0129  PID         -  BB0129
 BB0129  STATE/COUNTY-  TX/PRESIDIO
 BB0129  USGS QUAD   -  ARROYO MELADO (1980)
 BB0129
 BB0129                         *CURRENT SURVEY CONTROL
 BB0129  ___________________________________________________________________
 BB0129* NAD 83(1986)-  29 38 37.     (N)    104 28 45.     (W)     SCALED    
 BB0129* NAVD 88     -       804.146  (meters)    2638.27   (feet)  POSTED    
 BB0129  ___________________________________________________________________
 BB0129  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 BB0129  DYNAMIC HT  -         802.840 (meters)    2633.98  (feet)  COMP
 BB0129  MODELED GRAV-     978,995.3   (mgal)                       NAVD 88
 BB0129
 BB0129  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BB0129
 BB0129.The horizontal coordinates were scaled from a topographic map and have
 BB0129.an estimated accuracy of +/- 6 seconds.
 BB0129
 BB0129.The orthometric height was determined by differential leveling
 BB0129.and adjusted by the National Geodetic Survey in 1992..
 BB0129.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BB0129.rate of 1.1 thru 2.0 mm/km.
 BB0129
 BB0129.The geoid height was determined by GEOID03.
 BB0129
 BB0129.The dynamic height is computed by dividing the NAVD 88
 BB0129.geopotential number by the normal gravity value computed on the
 BB0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0129.degrees latitude (g = 980.6199 gals.).
 BB0129
 BB0129.The modeled gravity was interpolated from observed gravity values.
 BB0129
 BB0129;                    North         East    Units  Estimated Accuracy
 BB0129;SPC TXSC     - 4,213,050.       69,720.      MT  (+/- 180 meters Scaled)
 BB0129
 BB0129                          SUPERSEDED SURVEY CONTROL
 BB0129
 BB0129  NGVD 29 (??/??/92)  803.724  (m)         2636.88   (f) ADJ UNCH    2 0
 BB0129
 BB0129.Superseded values are not recommended for survey control.
 BB0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0129.See file dsdata.txt to determine how the superseded data were derived.
 BB0129
 BB0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN504794(NAD 83)
 BB0129_MARKER: DB = BENCH MARK DISK
 BB0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BB0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BB0129_STAMPING: L 739 1943
 BB0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BB0129+STABILITY: SURFACE MOTION
 BB0129
 BB0129  HISTORY     - Date     Condition        Report By
 BB0129  HISTORY     - 1943     MONUMENTED       CGS
 BB0129  HISTORY     - 1958     GOOD             NGS
 BB0129
 BB0129                          STATION DESCRIPTION
 BB0129
 BB0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BB0129'9.6 MI NW FROM PRESIDIO.
 BB0129'THIS MARK IS 9.6 MILES NORTHWEST ALONG THE ROAD TO RUIDOSA FROM THE
 BB0129'POST OFFICE AT PRESIDIO, PRESIDIO COUNTY, 0.3 MILE SOUTHEAST OF A ROAD
 BB0129'RUNNING SOUTHWEST, 50.0 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD
 BB0129'AND IS 0.4 FEET LOWER IN ELEVATION, 2.0 FEET SOUTHWEST OF A WHITE
 BB0129'REFERENCE POST, AND PROJECTS 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0379 ***********************************************************************
 CA0379  DESIGNATION -  L 74
 CA0379  PID         -  CA0379
 CA0379  STATE/COUNTY-  TX/COLEMAN
 CA0379  USGS QUAD   -  SANTA ANNA (1987)
 CA0379
 CA0379                         *CURRENT SURVEY CONTROL
 CA0379  ___________________________________________________________________
 CA0379* NAD 83(1986)-  31 44 34.     (N)    099 20 14.     (W)     SCALED    
 CA0379* NAVD 88     -       526.065  (meters)    1725.93   (feet)  ADJUSTED  
 CA0379  ___________________________________________________________________
 CA0379  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CA0379  DYNAMIC HT  -         525.371 (meters)    1723.65  (feet)  COMP
 CA0379  MODELED GRAV-     979,303.5   (mgal)                       NAVD 88
 CA0379
 CA0379  VERT ORDER  -  FIRST     CLASS II
 CA0379
 CA0379.The horizontal coordinates were scaled from a topographic map and have
 CA0379.an estimated accuracy of +/- 6 seconds.
 CA0379
 CA0379.The orthometric height was determined by differential leveling
 CA0379.and adjusted by the National Geodetic Survey in June 1991..
 CA0379.WARNING-Repeat measurements at this control monument indicate possible
 CA0379.vertical movement.
 CA0379
 CA0379.The geoid height was determined by GEOID03.
 CA0379
 CA0379.The dynamic height is computed by dividing the NAVD 88
 CA0379.geopotential number by the normal gravity value computed on the
 CA0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0379.degrees latitude (g = 980.6199 gals.).
 CA0379
 CA0379.The modeled gravity was interpolated from observed gravity values.
 CA0379
 CA0379;                    North         East    Units  Estimated Accuracy
 CA0379;SPC TX C     - 3,230,580.      794,380.      MT  (+/- 180 meters Scaled)
 CA0379
 CA0379                          SUPERSEDED SURVEY CONTROL
 CA0379
 CA0379  NGVD 29 (??/??/92)  525.873  (m)         1725.30   (f) ADJ UNCH    1 2
 CA0379
 CA0379.Superseded values are not recommended for survey control.
 CA0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0379.See file dsdata.txt to determine how the superseded data were derived.
 CA0379
 CA0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMA680119(NAD 83)
 CA0379_MARKER: DB = BENCH MARK DISK
 CA0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CA0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CA0379_STAMPING: 1725.334 1931
 CA0379_MARK LOGO: CGS   
 CA0379_PROJECTION: PROJECTING 15 CENTIMETERS
 CA0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CA0379+STABILITY: SURFACE MOTION
 CA0379
 CA0379  HISTORY     - Date     Condition        Report By
 CA0379  HISTORY     - 1931     MONUMENTED       CGS
 CA0379  HISTORY     - 1944     GOOD             NGS
 CA0379  HISTORY     - 1982     GOOD             NGS
 CA0379
 CA0379                          STATION DESCRIPTION
 CA0379
 CA0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 CA0379'0.9 MI W FROM SANTA ANNA.
 CA0379'0.9 MILE WEST ALONG THE GULF, COLORADO AND SANTA FE RAILWAY FROM THE
 CA0379'STATION AT SANTA ANNA, COLEMAN COUNTY, 11-1/2 POLES EAST OF MILEPOST
 CA0379'371, 45 FEET SOUTH OF THE TRACK, 20 FEET NORTH OF A ROAD, AND AT A
 CA0379'FENCE.  A STANDARD DISK, STAMPED 1725.334 1931 AND SET IN THE TOP OF A
 CA0379'CONCRETE POST.
 CA0379
 CA0379                          STATION RECOVERY (1944)
 CA0379
 CA0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 CA0379'RECOVERED IN GOOD CONDITION.
 CA0379
 CA0379                          STATION RECOVERY (1982)
 CA0379
 CA0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CA0379'15.6 KM (9.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAYS 84 AND 283 FROM ITS
 CA0379'JUNCTION WITH STATE HIGHWAY 206 AT THE NORTH EDGE OF COLEMAN, THENCE
 CA0379'0.3 KM (0.2 MI) WESTERLY ALONG U.S. HIGHWAY 67, THENCE 0.1 KM (0.05
 CA0379'MI) SOUTHEASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 CA0379'14.0 METERS (45.9 FT) SOUTHWEST OF THE NEAR RAIL, 10.1 METERS (33.1
 CA0379'FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD AND 8.7 METERS (28.5
 CA0379'FT) WEST OF A UTILITY POLE WITH A GUY WIRE.
 CA0379'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 CA0379'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0075 ***********************************************************************
 BA0075  DESIGNATION -  L 740
 BA0075  PID         -  BA0075
 BA0075  STATE/COUNTY-  TX/BREWSTER
 BA0075  USGS QUAD   -  GRAYTOP (1983)
 BA0075
 BA0075                         *CURRENT SURVEY CONTROL
 BA0075  ___________________________________________________________________
 BA0075* NAD 83(1986)-  29 44 46.     (N)    103 23 02.     (W)     SCALED    
 BA0075* NAVD 88     -      1019.439  (meters)    3344.61   (feet)  ADJUSTED  
 BA0075  ___________________________________________________________________
 BA0075  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 BA0075  DYNAMIC HT  -        1017.798 (meters)    3339.23  (feet)  COMP
 BA0075  MODELED GRAV-     978,998.7   (mgal)                       NAVD 88
 BA0075
 BA0075  VERT ORDER  -  SECOND    CLASS 0
 BA0075
 BA0075.The horizontal coordinates were scaled from a topographic map and have
 BA0075.an estimated accuracy of +/- 6 seconds.
 BA0075
 BA0075.The orthometric height was determined by differential leveling
 BA0075.and adjusted by the National Geodetic Survey in June 1991..
 BA0075
 BA0075.The geoid height was determined by GEOID03.
 BA0075
 BA0075.The dynamic height is computed by dividing the NAVD 88
 BA0075.geopotential number by the normal gravity value computed on the
 BA0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0075.degrees latitude (g = 980.6199 gals.).
 BA0075
 BA0075.The modeled gravity was interpolated from observed gravity values.
 BA0075
 BA0075;                    North         East    Units  Estimated Accuracy
 BA0075;SPC TXSC     - 4,219,930.      176,090.      MT  (+/- 180 meters Scaled)
 BA0075
 BA0075                          SUPERSEDED SURVEY CONTROL
 BA0075
 BA0075  NGVD 29 (??/??/92) 1019.043  (m)         3343.31   (f) ADJ UNCH    2 0
 BA0075
 BA0075.Superseded values are not recommended for survey control.
 BA0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0075.See file dsdata.txt to determine how the superseded data were derived.
 BA0075
 BA0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN562917(NAD 83)
 BA0075_MARKER: DB = BENCH MARK DISK
 BA0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0075_STAMPING: L 740 1943
 BA0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0075+STABILITY: SURFACE MOTION
 BA0075
 BA0075  HISTORY     - Date     Condition        Report By
 BA0075  HISTORY     - 1943     MONUMENTED       CGS
 BA0075  HISTORY     - 1958     GOOD             NGS
 BA0075  HISTORY     - 1976     GOOD             USGS
 BA0075
 BA0075                          STATION DESCRIPTION
 BA0075
 BA0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0075'55.7 MI SE FROM ALPINE.
 BA0075'ABOUT 0.4 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BA0075'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0075'118, THENCE ABOUT 10.6 MILES EAST ALONG A GRADED DIRT ROAD TO THE A.
 BA0075'M. POTTER RANCH, THENCE ABOUT 0.5 MILE EAST ACROSS A SMALL VALLEY
 BA0075'PASTURE, REMAIN ON THE INSIDE OF THE PASTURE, THENCE ABOUT 0.9 MILE
 BA0075'SOUTHEAST ALONG THE OLD DIM TRACK ROAD, THENCE ABOUT 1.05 MILE
 BA0075'SOUTHEAST ALONG A DIM TRACK ROAD WHICH CROSSES OVER A NUMBER OF THE
 BA0075'FOOT HILLS ALONG THE NORTH EDGE OF THE VALLEY.  28 FEET SOUTHWEST OF
 BA0075'THE CENTER LINE OF THE TRACK ROAD, ABOUT 0.5 MILE SOUTHEAST OF A GATE
 BA0075'ACROSS THE ROAD, 110 FEET SOUTHWEST OF THE FOOT OF A PROMINENT HILL,
 BA0075'AT THE NORTHEAST EDGE OF A WASH, 2 FEET NORTHEAST OF A WHITE WOODEN
 BA0075'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BA0075
 BA0075                          STATION RECOVERY (1976)
 BA0075
 BA0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0075'ABOUT 0.4 MI. EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 BA0075'STATION AT ALPINE, THENCE ABOUT 42.25 MILES SOUTH ALONG STATE HIGHWAY
 BA0075'118, THENCE ABOUT 10.6 MI. SOUTHEAST ALONG A GRADED DIRT ROAD TO THE
 BA0075'A. M. POTTER RANCH, THENCE ABOUT 0.35 MI. NORTHEAST AND 0.4 MI.
 BA0075'SOUTHEAST ALONG A TRACK ROAD TO A ROAD FORKS, TAKE RIGHT FORK AND
 BA0075'CONTINUE SOUTHEAST FOR APPROXIMATELY 1.5 MI. TO A GATE, CONTINUE
 BA0075'SOUTHEAST ALONG THE MAIN ROAD FOR ABOUT 0.4 MI. TO ROAD FORKS, ON THE
 BA0075'NORTH SIDE OF A HILL, TAKE RIGHT FORK AND CONTINUE SOUTHEAST FOR
 BA0075'ABOUT 0.3 MI. TO A DIM TRAIL JUNCTION, TURN RIGHT AND FOLLOW DIM
 BA0075'TRAIL NORTHWEST 0.15 MI TO THE SOUTH SIDE OF A PROMINENT HILL ON N.
 BA0075'SIDE OF CHALK DRAW. 28 FEET SOUTHWEST OF THE CENTER LINE OF THE DIM
 BA0075'TRAIL, AND IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0099 ***********************************************************************
 BA0099  DESIGNATION -  L 741
 BA0099  PID         -  BA0099
 BA0099  STATE/COUNTY-  TX/BREWSTER
 BA0099  USGS QUAD   -  MARAVILLAS GAP (1983)
 BA0099
 BA0099                         *CURRENT SURVEY CONTROL
 BA0099  ___________________________________________________________________
 BA0099* NAD 83(1986)-  29 54 18.     (N)    103 15 39.     (W)     SCALED    
 BA0099* NAVD 88     -       999.313  (meters)    3278.58   (feet)  ADJUSTED  
 BA0099  ___________________________________________________________________
 BA0099  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 BA0099  DYNAMIC HT  -         997.715 (meters)    3273.34  (feet)  COMP
 BA0099  MODELED GRAV-     979,009.1   (mgal)                       NAVD 88
 BA0099
 BA0099  VERT ORDER  -  SECOND    CLASS 0
 BA0099
 BA0099.The horizontal coordinates were scaled from a topographic map and have
 BA0099.an estimated accuracy of +/- 6 seconds.
 BA0099
 BA0099.The orthometric height was determined by differential leveling
 BA0099.and adjusted by the National Geodetic Survey in June 1991..
 BA0099
 BA0099.The geoid height was determined by GEOID03.
 BA0099
 BA0099.The dynamic height is computed by dividing the NAVD 88
 BA0099.geopotential number by the normal gravity value computed on the
 BA0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0099.degrees latitude (g = 980.6199 gals.).
 BA0099
 BA0099.The modeled gravity was interpolated from observed gravity values.
 BA0099
 BA0099;                    North         East    Units  Estimated Accuracy
 BA0099;SPC TXSC     - 4,237,090.      188,620.      MT  (+/- 180 meters Scaled)
 BA0099
 BA0099                          SUPERSEDED SURVEY CONTROL
 BA0099
 BA0099  NGVD 29 (??/??/92)  998.952  (m)         3277.39   (f) ADJ UNCH    2 0
 BA0099
 BA0099.Superseded values are not recommended for survey control.
 BA0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0099.See file dsdata.txt to determine how the superseded data were derived.
 BA0099
 BA0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFP679095(NAD 83)
 BA0099_MARKER: DB = BENCH MARK DISK
 BA0099_SETTING: 66 = SET IN ROCK OUTCROP
 BA0099_SP_SET: LIMESTONE OUTCROP
 BA0099_STAMPING: L 741 1943
 BA0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0099+STABILITY: POSITION/ELEVATION WELL
 BA0099
 BA0099  HISTORY     - Date     Condition        Report By
 BA0099  HISTORY     - 1943     MONUMENTED       CGS
 BA0099  HISTORY     - 1958     MARK NOT FOUND   NGS
 BA0099  HISTORY     - 1976     MARK NOT FOUND   USGS
 BA0099  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0099
 BA0099                          STATION DESCRIPTION
 BA0099
 BA0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BA0099'13.65 MI N FROM TWIN MILLS.
 BA0099'THIS MARK IS ABOUT 13.65 MILES NORTH ALONG STATE HIGHWAY 227 FROM THE
 BA0099'TWIN MILLS STORE AT TWIN MILLS, BREWSTER COUNTY, ABOUT 0.5 MILE SOUTH
 BA0099'OF A DIRT ROAD WHICH RUNS SOUTHEAST TO THE SKINNER RANCH, 32.1 FEET
 BA0099'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LIMESTONE
 BA0099'OUTCROP AND SURROUNDED BY A CIRCLE OF ROCKS, ABOUT LEVEL WITH THE
 BA0099'HIGHWAY.
 BA0099
 BA0099                          STATION RECOVERY (1958)
 BA0099
 BA0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 BA0099'MARK NOT FOUND.
 BA0099
 BA0099                          STATION RECOVERY (1976)
 BA0099
 BA0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0099'MARK NOT FOUND.
 BA0099
 BA0099                          STATION RECOVERY (2001)
 BA0099
 BA0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0099'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0161 ***********************************************************************
 BA0161  DESIGNATION -  L 742
 BA0161  PID         -  BA0161
 BA0161  STATE/COUNTY-  TX/BREWSTER
 BA0161  USGS QUAD   -  SAN VICENTE (1971)
 BA0161
 BA0161                         *CURRENT SURVEY CONTROL
 BA0161  ___________________________________________________________________
 BA0161* NAD 83(1986)-  29 10 38.     (N)    103 00 23.     (W)     SCALED    
 BA0161* NAVD 88     -       568.850  (meters)    1866.30   (feet)  ADJUSTED  
 BA0161  ___________________________________________________________________
 BA0161  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 BA0161  DYNAMIC HT  -         567.956 (meters)    1863.37  (feet)  COMP
 BA0161  MODELED GRAV-     979,054.4   (mgal)                       NAVD 88
 BA0161
 BA0161  VERT ORDER  -  FIRST     CLASS II
 BA0161
 BA0161.The horizontal coordinates were scaled from a topographic map and have
 BA0161.an estimated accuracy of +/- 6 seconds.
 BA0161
 BA0161.The orthometric height was determined by differential leveling
 BA0161.and adjusted by the National Geodetic Survey in June 1991..
 BA0161
 BA0161.The geoid height was determined by GEOID03.
 BA0161
 BA0161.The dynamic height is computed by dividing the NAVD 88
 BA0161.geopotential number by the normal gravity value computed on the
 BA0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0161.degrees latitude (g = 980.6199 gals.).
 BA0161
 BA0161.The modeled gravity was interpolated from observed gravity values.
 BA0161
 BA0161;                    North         East    Units  Estimated Accuracy
 BA0161;SPC TXSC     - 4,155,610.      210,420.      MT  (+/- 180 meters Scaled)
 BA0161
 BA0161                          SUPERSEDED SURVEY CONTROL
 BA0161
 BA0161  NGVD 29 (??/??/92)  568.511  (m)         1865.19   (f) ADJ UNCH    1 2
 BA0161
 BA0161.Superseded values are not recommended for survey control.
 BA0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0161.See file dsdata.txt to determine how the superseded data were derived.
 BA0161
 BA0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN938292(NAD 83)
 BA0161_MARKER: DB = BENCH MARK DISK
 BA0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0161_STAMPING: L 742 1943
 BA0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0161+STABILITY: SURFACE MOTION
 BA0161
 BA0161  HISTORY     - Date     Condition        Report By
 BA0161  HISTORY     - 1943     MONUMENTED       CGS
 BA0161  HISTORY     - 1967     GOOD             NGS
 BA0161  HISTORY     - 20030422 MARK NOT FOUND   USPSQD
 BA0161
 BA0161                          STATION DESCRIPTION
 BA0161
 BA0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0161'16.5 MI S FROM PARK HEADQUARTERS.
 BA0161'ABOUT 0.5 MILES NORTH ALONG A PAVED ROAD FROM THE PARK HEADQUARTERS
 BA0161'BUILDING, THENCE 14.4 MILES SOUTHEAST ALONG A PAVED ROAD, THENCE 1.6
 BA0161'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 18 FEET SOUTHWEST OF THE
 BA0161'CENTERLINE OF THE ROAD, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 BA0161'POST, 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 BA0161'CONCRETE POST THAT IS BURIED APPROXIMATELY 2 INCHES.  NOTE-- THIS MARK
 BA0161'IS PRONE TO BE BURIED AGAIN, BUT THE WITNESS POST SHOULD STILL BE
 BA0161'VISIBLE.
 BA0161
 BA0161                          STATION RECOVERY (2003)
 BA0161
 BA0161'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAG)
 BA0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BP0149 ***********************************************************************
 BP0149  DESIGNATION -  L 743
 BP0149  PID         -  BP0149
 BP0149  STATE/COUNTY-  TX/BREWSTER
 BP0149  USGS QUAD   -  FRESNO CREEK (1968)
 BP0149
 BP0149                         *CURRENT SURVEY CONTROL
 BP0149  ___________________________________________________________________
 BP0149* NAD 83(1986)-  30 00 38.     (N)    102 38 42.     (W)     SCALED    
 BP0149* NAVD 88     -       842.232  (meters)    2763.22   (feet)  ADJUSTED  
 BP0149  ___________________________________________________________________
 BP0149  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 BP0149  DYNAMIC HT  -         840.929 (meters)    2758.95  (feet)  COMP
 BP0149  MODELED GRAV-     979,067.6   (mgal)                       NAVD 88
 BP0149
 BP0149  VERT ORDER  -  FIRST     CLASS II
 BP0149
 BP0149.The horizontal coordinates were scaled from a topographic map and have
 BP0149.an estimated accuracy of +/- 6 seconds.
 BP0149
 BP0149.The orthometric height was determined by differential leveling
 BP0149.and adjusted by the National Geodetic Survey in June 1991..
 BP0149
 BP0149.The geoid height was determined by GEOID03.
 BP0149
 BP0149.The dynamic height is computed by dividing the NAVD 88
 BP0149.geopotential number by the normal gravity value computed on the
 BP0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BP0149.degrees latitude (g = 980.6199 gals.).
 BP0149
 BP0149.The modeled gravity was interpolated from observed gravity values.
 BP0149
 BP0149;                    North         East    Units  Estimated Accuracy
 BP0149;SPC TXSC     - 4,246,780.      248,430.      MT  (+/- 180 meters Scaled)
 BP0149
 BP0149                          SUPERSEDED SURVEY CONTROL
 BP0149
 BP0149  NGVD 29 (??/??/92)  841.951  (m)         2762.30   (f) ADJ UNCH    1 2
 BP0149
 BP0149.Superseded values are not recommended for survey control.
 BP0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BP0149.See file dsdata.txt to determine how the superseded data were derived.
 BP0149
 BP0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP271222(NAD 83)
 BP0149_MARKER: DB = BENCH MARK DISK
 BP0149_SETTING: 66 = SET IN ROCK OUTCROP
 BP0149_SP_SET: LIMESTONE ROCK
 BP0149_STAMPING: L 743 1943
 BP0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BP0149+STABILITY: POSITION/ELEVATION WELL
 BP0149
 BP0149  HISTORY     - Date     Condition        Report By
 BP0149  HISTORY     - 1943     MONUMENTED       CGS
 BP0149  HISTORY     - 1958     GOOD             NGS
 BP0149
 BP0149                          STATION DESCRIPTION
 BP0149
 BP0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BP0149'14.35 MI S FROM LONGFELLOW.
 BP0149'ABOUT 1.0 MILE SOUTHEAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM
 BP0149'THE SECTION FOREMANS HOUSE AT LONGFELLOW, THENCE 13.15 MILES SOUTH
 BP0149'ALONG A DIRT ROAD, THENCE 0.2 MILE SOUTHEAST ALONG THE OLD ROAD. IN
 BP0149'THE TOP OF A LIMESTONE ROCK FLUSH WITH THE GROUND, 44 FEET NORTHEAST
 BP0149'OF THE CENTER LINE OF THE ROAD, AT THE NORTHWEST END OF A CURVE WITH
 BP0149'TANGENTS SOUTH AND NORTHWEST, ABOUT 100 YARDS NORTHWEST OF THE
 BP0149'JUNCTION OF A ROAD LEADING SOUTHEAST, 1 FOOT NORTHWEST OF A CAIRN, AND
 BP0149'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BB0086 ***********************************************************************
 BB0086  DESIGNATION -  L 744
 BB0086  PID         -  BB0086
 BB0086  STATE/COUNTY-  TX/PRESIDIO
 BB0086  USGS QUAD   -  AGUA ADENTRO MOUNTAIN (1971)
 BB0086
 BB0086                         *CURRENT SURVEY CONTROL
 BB0086  ___________________________________________________________________
 BB0086* NAD 83(1986)-  29 29 41.     (N)    104 06 03.     (W)     SCALED    
 BB0086* NAVD 88     -      1096.199  (meters)    3596.45   (feet)  ADJUSTED  
 BB0086  ___________________________________________________________________
 BB0086  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BB0086  DYNAMIC HT  -        1094.371 (meters)    3590.45  (feet)  COMP
 BB0086  MODELED GRAV-     978,937.9   (mgal)                       NAVD 88
 BB0086
 BB0086  VERT ORDER  -  FIRST     CLASS II
 BB0086
 BB0086.The horizontal coordinates were scaled from a topographic map and have
 BB0086.an estimated accuracy of +/- 6 seconds.
 BB0086
 BB0086.The orthometric height was determined by differential leveling
 BB0086.and adjusted by the National Geodetic Survey in June 1991..
 BB0086
 BB0086.The geoid height was determined by GEOID03.
 BB0086
 BB0086.The dynamic height is computed by dividing the NAVD 88
 BB0086.geopotential number by the normal gravity value computed on the
 BB0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BB0086.degrees latitude (g = 980.6199 gals.).
 BB0086
 BB0086.The modeled gravity was interpolated from observed gravity values.
 BB0086
 BB0086;                    North         East    Units  Estimated Accuracy
 BB0086;SPC TXSC     - 4,194,910.      105,590.      MT  (+/- 180 meters Scaled)
 BB0086
 BB0086                          SUPERSEDED SURVEY CONTROL
 BB0086
 BB0086  NGVD 29 (??/??/92) 1095.848  (m)         3595.29   (f) ADJ UNCH    1 2
 BB0086
 BB0086.Superseded values are not recommended for survey control.
 BB0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BB0086.See file dsdata.txt to determine how the superseded data were derived.
 BB0086
 BB0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13REN871631(NAD 83)
 BB0086_MARKER: DB = BENCH MARK DISK
 BB0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BB0086_SP_SET: DRILL HOLE
 BB0086_STAMPING: L 744 1943
 BB0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BB0086
 BB0086  HISTORY     - Date     Condition        Report By
 BB0086  HISTORY     - 1943     MONUMENTED       CGS
 BB0086  HISTORY     - 1971     MARK NOT FOUND   USGS
 BB0086
 BB0086                          STATION DESCRIPTION
 BB0086
 BB0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BB0086'8.2 MI SE FROM BOTILLA RANCH HDQTRS.
 BB0086'ABOUT 2.2 MILES SOUTHWEST OF THE BOTILLA RANCH HEADQUARTERS AND 6
 BB0086'MILES EAST ALONG THE ABANDONED TERLINGUA-PRESIDIO TRAIL, ABOUT 250
 BB0086'YARDS NORTH OF A LARGE COTTON WOOD TREE IN A CREEK BED, 0.7 MILE
 BB0086'SOUTHEAST OF A WIRE GATE ACROSS THE TRAIL, SET IN THE TOP OF AN
 BB0086'OUTCROPPING LEDGE OF ROCK IN THE CENTER OF THE TRAILWAY, 4 FEET NORTH
 BB0086'OF A PILE OF ROCK SET IN PLACE AND IS A BENCH MARK DISK SET IN A DRILL
 BB0086'HOLE.
 BB0086
 BB0086                          STATION RECOVERY (1971)
 BB0086
 BB0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BB0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0057 ***********************************************************************
 BA0057  DESIGNATION -  L 745
 BA0057  PID         -  BA0057
 BA0057  STATE/COUNTY-  TX/BREWSTER
 BA0057  USGS QUAD   -  HOOD SPRING SE (1983)
 BA0057
 BA0057                         *CURRENT SURVEY CONTROL
 BA0057  ___________________________________________________________________
 BA0057* NAD 83(1986)-  29 46 42.     (N)    103 06 43.     (W)     SCALED    
 BA0057* NAVD 88     -       872.781  (meters)    2863.45   (feet)  ADJUSTED  
 BA0057  ___________________________________________________________________
 BA0057  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 BA0057  DYNAMIC HT  -         871.399 (meters)    2858.91  (feet)  COMP
 BA0057  MODELED GRAV-     979,029.9   (mgal)                       NAVD 88
 BA0057
 BA0057  VERT ORDER  -  FIRST     CLASS II
 BA0057
 BA0057.The horizontal coordinates were scaled from a topographic map and have
 BA0057.an estimated accuracy of +/- 6 seconds.
 BA0057
 BA0057.The orthometric height was determined by differential leveling
 BA0057.and adjusted by the National Geodetic Survey in June 1991..
 BA0057
 BA0057.The geoid height was determined by GEOID03.
 BA0057
 BA0057.The dynamic height is computed by dividing the NAVD 88
 BA0057.geopotential number by the normal gravity value computed on the
 BA0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0057.degrees latitude (g = 980.6199 gals.).
 BA0057
 BA0057.The modeled gravity was interpolated from observed gravity values.
 BA0057
 BA0057;                    North         East    Units  Estimated Accuracy
 BA0057;SPC TXSC     - 4,222,550.      202,500.      MT  (+/- 180 meters Scaled)
 BA0057
 BA0057                          SUPERSEDED SURVEY CONTROL
 BA0057
 BA0057  NGVD 29 (??/??/92)  872.443  (m)         2862.34   (f) ADJ UNCH    1 2
 BA0057
 BA0057.Superseded values are not recommended for survey control.
 BA0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0057.See file dsdata.txt to determine how the superseded data were derived.
 BA0057
 BA0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN825957(NAD 83)
 BA0057_MARKER: DB = BENCH MARK DISK
 BA0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0057_STAMPING: L 745 1943
 BA0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0057+STABILITY: SURFACE MOTION
 BA0057
 BA0057  HISTORY     - Date     Condition        Report By
 BA0057  HISTORY     - 1943     MONUMENTED       CGS
 BA0057  HISTORY     - 1966     GOOD             NGS
 BA0057  HISTORY     - 1976     GOOD             USGS
 BA0057
 BA0057                          STATION DESCRIPTION
 BA0057
 BA0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0057'9.6 MI NE FROM PERSIMMON GAP.
 BA0057'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0057'PERSIMMON GAP, THENCE 3.3 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 34
 BA0057'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 1 1/2 FEET SOUTHEAST OF
 BA0057'A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 BA0057'PROJECTING 10 INCHES.
 BA0057
 BA0057                          STATION RECOVERY (1976)
 BA0057
 BA0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0057'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE
 BA0057'INTERSECTION OF U.S. HIGHWAY 385 AND TEXAS FARM ROAD 2627, ABOUT 40
 BA0057'MILES SOUTH OF MARATHON, GO NORTH ON U.S. HIGHWAY 385 FOR 7.3 MILES
 BA0057'TO A DIRT SIDE ROAD RIGHT (THE COUNTY ROAD TO THE DOVE MOUNTAIN
 BA0057'RANCH). TURN RIGHT AND GO NORTHEAST THEN EAST ON THE COUNTY ROAD FOR
 BA0057'3.9 MILES TO A DIRT SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTHEAST ON
 BA0057'THE DIRT ROAD FOR 1.4 MILES TO THE INTERSECTION WITH A TRACK ROAD.
 BA0057'TURN RIGHT AND GO SOUTHWEST ON THE TRACK ROAD FOR 0.05 MILE TO THE
 BA0057'MARK ON THE RIGHT. THE MARK IS 325 FEET SOUTHWEST OF THE INTERSECTION
 BA0057'OF THE ROADS, 34 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD
 BA0057'AND AT THE SAME ELEVATION AS THE INTERSECTION. IT IS A STANDARD DISK
 BA0057'SET IN THE TOP OF A CONCRETE POST, SIX INCHES SQUARE, PROJECTING 10
 BA0057'INCHES, STAMPED L 745 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0136 ***********************************************************************
 BA0136  DESIGNATION -  L 746
 BA0136  PID         -  BA0136
 BA0136  STATE/COUNTY-  TX/BREWSTER
 BA0136  USGS QUAD   -  MARISCAL MOUNTAIN (1971)
 BA0136
 BA0136                         *CURRENT SURVEY CONTROL
 BA0136  ___________________________________________________________________
 BA0136* NAD 83(1986)-  29 02 34.     (N)    103 14 22.     (W)     SCALED    
 BA0136* NAVD 88     -       662.576  (meters)    2173.80   (feet)  ADJUSTED  
 BA0136  ___________________________________________________________________
 BA0136  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 BA0136  DYNAMIC HT  -         661.516 (meters)    2170.32  (feet)  COMP
 BA0136  MODELED GRAV-     979,024.4   (mgal)                       NAVD 88
 BA0136
 BA0136  VERT ORDER  -  FIRST     CLASS II
 BA0136
 BA0136.The horizontal coordinates were scaled from a topographic map and have
 BA0136.an estimated accuracy of +/- 6 seconds.
 BA0136
 BA0136.The orthometric height was determined by differential leveling
 BA0136.and adjusted by the National Geodetic Survey in June 1991..
 BA0136
 BA0136.The geoid height was determined by GEOID03.
 BA0136
 BA0136.The dynamic height is computed by dividing the NAVD 88
 BA0136.geopotential number by the normal gravity value computed on the
 BA0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0136.degrees latitude (g = 980.6199 gals.).
 BA0136
 BA0136.The modeled gravity was interpolated from observed gravity values.
 BA0136
 BA0136;                    North         East    Units  Estimated Accuracy
 BA0136;SPC TXSC     - 4,141,520.      187,230.      MT  (+/- 180 meters Scaled)
 BA0136
 BA0136                          SUPERSEDED SURVEY CONTROL
 BA0136
 BA0136  NGVD 29 (??/??/92)  662.206  (m)         2172.59   (f) ADJ UNCH    1 2
 BA0136
 BA0136.Superseded values are not recommended for survey control.
 BA0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0136.See file dsdata.txt to determine how the superseded data were derived.
 BA0136
 BA0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN714140(NAD 83)
 BA0136_MARKER: DB = BENCH MARK DISK
 BA0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0136_STAMPING: L 746 1943
 BA0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0136+STABILITY: SURFACE MOTION
 BA0136
 BA0136  HISTORY     - Date     Condition        Report By
 BA0136  HISTORY     - 1943     MONUMENTED       CGS
 BA0136  HISTORY     - 1967     GOOD             NGS
 BA0136
 BA0136                          STATION DESCRIPTION
 BA0136
 BA0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0136'25.55 MI SE FROM CASTOLON.
 BA0136'ABOUT 14.4 MILES SOUTHEAST ALONG A WINDING DIRT ROAD FROM THE POST
 BA0136'OFFICE AT CASTOLON, THENCE 2.9 MILES NORTH ALONG A DIRT ROAD, THENCE
 BA0136'8.25 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 34 FEET SOUTHEAST OF
 BA0136'THE CENTERLINE OF THE ROAD, 16 FEET NORTHEAST OF THE CENTERLINE OF A
 BA0136'DIM TRACK ROAD, AT THE CREST OF A SMALL RISE, 2 FEET NORTHWEST OF A
 BA0136'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 BA0136'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0010 ***********************************************************************
 BA0010  DESIGNATION -  L 748
 BA0010  PID         -  BA0010
 BA0010  STATE/COUNTY-  TX/BREWSTER
 BA0010  USGS QUAD   -  DOVE MOUNTAIN (1983)
 BA0010
 BA0010                         *CURRENT SURVEY CONTROL
 BA0010  ___________________________________________________________________
 BA0010* NAD 83(1986)-  29 49 23.     (N)    102 51 36.     (W)     SCALED    
 BA0010* NAVD 88     -       860.438  (meters)    2822.95   (feet)  ADJUSTED  
 BA0010  ___________________________________________________________________
 BA0010  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 BA0010  DYNAMIC HT  -         859.089 (meters)    2818.53  (feet)  COMP
 BA0010  MODELED GRAV-     979,046.2   (mgal)                       NAVD 88
 BA0010
 BA0010  VERT ORDER  -  FIRST     CLASS II
 BA0010
 BA0010.The horizontal coordinates were scaled from a topographic map and have
 BA0010.an estimated accuracy of +/- 6 seconds.
 BA0010
 BA0010.The orthometric height was determined by differential leveling
 BA0010.and adjusted by the National Geodetic Survey in June 1991..
 BA0010
 BA0010.The geoid height was determined by GEOID03.
 BA0010
 BA0010.The dynamic height is computed by dividing the NAVD 88
 BA0010.geopotential number by the normal gravity value computed on the
 BA0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0010.degrees latitude (g = 980.6199 gals.).
 BA0010
 BA0010.The modeled gravity was interpolated from observed gravity values.
 BA0010
 BA0010;                    North         East    Units  Estimated Accuracy
 BA0010;SPC TXSC     - 4,226,670.      227,010.      MT  (+/- 180 meters Scaled)
 BA0010
 BA0010                          SUPERSEDED SURVEY CONTROL
 BA0010
 BA0010  NGVD 29 (??/??/92)  860.123  (m)         2821.92   (f) ADJ UNCH    1 2
 BA0010
 BA0010.Superseded values are not recommended for survey control.
 BA0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0010.See file dsdata.txt to determine how the superseded data were derived.
 BA0010
 BA0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RGP067011(NAD 83)
 BA0010_MARKER: DB = BENCH MARK DISK
 BA0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0010_STAMPING: L 748 1943
 BA0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0010+STABILITY: SURFACE MOTION
 BA0010
 BA0010  HISTORY     - Date     Condition        Report By
 BA0010  HISTORY     - 1943     MONUMENTED       CGS
 BA0010  HISTORY     - 1966     GOOD             NGS
 BA0010  HISTORY     - 1976     GOOD             USGS
 BA0010
 BA0010                          STATION DESCRIPTION
 BA0010
 BA0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 BA0010'25.65 MI NE FROM PERSIMMON GAP.
 BA0010'ABOUT 6.3 MILES NORTH ALONG U. S. HIGHWAY 385 FROM THE TOP OF
 BA0010'PERSIMMON GAP, THENCE 12.15 MILES NORTHEAST ALONG A GRADED DIRT ROAD,
 BA0010'THENCE 5.1 MILES NORTHEAST ALONG THE OLD ROAD GRADE, THENCE 2.1 MILES
 BA0010'EAST ALONG THE OLD ROAD, 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 BA0010'AT A CURVE WITH TANGENTS SOUTH AND WEST, 2 FEET NORTH OF A WHITE
 BA0010'WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE
 BA0010'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BA0010
 BA0010                          STATION RECOVERY (1976)
 BA0010
 BA0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BA0010'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE SOUTH END
 BA0010'OF THE LANDING STRIP AT THE DOVE MOUNTAIN RANCH HEADQUARTERS GO EAST
 BA0010'ON THE COUNTY ROAD FOR 2.9 MILES TO A DIRT SIDE ROAD LEFT. TURN LEFT
 BA0010'AND GO NORTH ON THE DIRT ROAD FOR 0.9 MILE TO A TRACK ROAD RIGHT TO A
 BA0010'DIRT STOCK TANK. TURN RIGHT AND GO EAST ON THE TRACK ROAD FOR 0.3
 BA0010'MILE, PASSING AROUND THE STOCK TANK TO A Y FORK. TAKE THE RIGHT FORK
 BA0010'AND CONTINUE EAST ON THE TRACK ROAD FOR 0.05 MILE TO THE MARK ON THE
 BA0010'RIGHT. THE MARK IS 270 FEET EAST OF THE INTERSECTION OF THE TRACK
 BA0010'ROAD AND A TRACK ROAD TO THE NORTHEAST, 38 FEET SOUTH OF THE TRACK
 BA0010'ROAD AND 2 FEET NORTH OF A WOODEN WITNESS POST. IT IS A STANDARD DISK
 BA0010'SET IN THE TOP OF A CONCRETE POST, PROJECTING SIX INCHES, AT THE SAME
 BA0010'ELEVATION AS THE ROAD INTERSECTION, STAMPED L 748 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0195 ***********************************************************************
 BA0195  DESIGNATION -  L 749
 BA0195  PID         -  BA0195
 BA0195  STATE/COUNTY-  TX/PRESIDIO
 BA0195  USGS QUAD   -  THE SOLITARIO (1971)
 BA0195
 BA0195                         *CURRENT SURVEY CONTROL
 BA0195  ___________________________________________________________________
 BA0195* NAD 83(1986)-  29 26 22.     (N)    103 51 41.     (W)     SCALED    
 BA0195* NAVD 88     -      1092.836  (meters)    3585.41   (feet)  POSTED    
 BA0195  ___________________________________________________________________
 BA0195  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 BA0195  DYNAMIC HT  -        1091.030 (meters)    3579.49  (feet)  COMP
 BA0195  MODELED GRAV-     978,948.8   (mgal)                       NAVD 88
 BA0195
 BA0195  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 BA0195
 BA0195.The horizontal coordinates were scaled from a topographic map and have
 BA0195.an estimated accuracy of +/- 6 seconds.
 BA0195
 BA0195.The orthometric height was determined by differential leveling
 BA0195.and adjusted by the National Geodetic Survey in 1992..
 BA0195.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 BA0195.rate of 3.1 thru 4.0 mm/km.
 BA0195
 BA0195.The geoid height was determined by GEOID03.
 BA0195
 BA0195.The dynamic height is computed by dividing the NAVD 88
 BA0195.geopotential number by the normal gravity value computed on the
 BA0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0195.degrees latitude (g = 980.6199 gals.).
 BA0195
 BA0195.The modeled gravity was interpolated from observed gravity values.
 BA0195
 BA0195;                    North         East    Units  Estimated Accuracy
 BA0195;SPC TXSC     - 4,187,800.      128,530.      MT  (+/- 180 meters Scaled)
 BA0195
 BA0195                          SUPERSEDED SURVEY CONTROL
 BA0195
 BA0195  NGVD 29 (??/??/92) 1092.480  (m)         3584.24   (f) ADJ UNCH    1 2
 BA0195
 BA0195.Superseded values are not recommended for survey control.
 BA0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0195.See file dsdata.txt to determine how the superseded data were derived.
 BA0195
 BA0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN104572(NAD 83)
 BA0195_MARKER: DB = BENCH MARK DISK
 BA0195_SETTING: 66 = SET IN ROCK OUTCROP
 BA0195_SP_SET: ROCK OUTCROP
 BA0195_STAMPING: L 749 1943
 BA0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BA0195+STABILITY: POSITION/ELEVATION WELL
 BA0195
 BA0195  HISTORY     - Date     Condition        Report By
 BA0195  HISTORY     - 1943     MONUMENTED       CGS
 BA0195  HISTORY     - 1958     GOOD             NGS
 BA0195
 BA0195                          STATION DESCRIPTION
 BA0195
 BA0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BA0195'13.75 MI SE FROM FOWLKES BROS RANCH.
 BA0195'ABOUT 7.5 MILES NORTHEAST ALONG A WINDING BLADED ROAD FROM THE FOWLKES
 BA0195'BROS. RANCH HOUSE, THENCE 5.15 MILES SOUTHEAST ALONG AN ABANDONED
 BA0195'TRACK ROAD, THENCE 1.1 MILES SOUTHEAST ALONG THE FRESNO CREEK BED. 25
 BA0195'FEET NORTHEAST OF THE CENTER LINE OF THE CREEK, IN THE TOP OF THE
 BA0195'SOUTHWEST END OF A LARGE ROCK OUTCROP, ABOUT 216 FEET NORTHWEST OF A
 BA0195'ROAD LEADING UP THE NORTHEAST BANK OF THE CREEK, 74 FEET NORTHEAST OF
 BA0195'THE SOUTHWEST BANK OF THE CREEK, AND ABOUT 1 FOOT ABOVE THE CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BA0222 ***********************************************************************
 BA0222  DESIGNATION -  L 750
 BA0222  PID         -  BA0222
 BA0222  STATE/COUNTY-  TX/BREWSTER
 BA0222  USGS QUAD   -  TERLINGUA (1971)
 BA0222
 BA0222                         *CURRENT SURVEY CONTROL
 BA0222  ___________________________________________________________________
 BA0222* NAD 83(1986)-  29 17 34.     (N)    103 35 35.     (W)     SCALED    
 BA0222* NAVD 88     -       766.701  (meters)    2515.42   (feet)  ADJUSTED  
 BA0222  ___________________________________________________________________
 BA0222  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 BA0222  DYNAMIC HT  -         765.467 (meters)    2511.37  (feet)  COMP
 BA0222  MODELED GRAV-     979,009.4   (mgal)                       NAVD 88
 BA0222
 BA0222  VERT ORDER  -  FIRST     CLASS II
 BA0222
 BA0222.The horizontal coordinates were scaled from a topographic map and have
 BA0222.an estimated accuracy of +/- 6 seconds.
 BA0222
 BA0222.The orthometric height was determined by differential leveling
 BA0222.and adjusted by the National Geodetic Survey in June 1991..
 BA0222
 BA0222.The geoid height was determined by GEOID03.
 BA0222
 BA0222.The dynamic height is computed by dividing the NAVD 88
 BA0222.geopotential number by the normal gravity value computed on the
 BA0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BA0222.degrees latitude (g = 980.6199 gals.).
 BA0222
 BA0222.The modeled gravity was interpolated from observed gravity values.
 BA0222
 BA0222;                    North         East    Units  Estimated Accuracy
 BA0222;SPC TXSC     - 4,170,510.      153,900.      MT  (+/- 180 meters Scaled)
 BA0222
 BA0222                          SUPERSEDED SURVEY CONTROL
 BA0222
 BA0222  NGVD 29 (??/??/92)  766.268  (m)         2514.00   (f) ADJ UNCH    1 2
 BA0222
 BA0222.Superseded values are not recommended for survey control.
 BA0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BA0222.See file dsdata.txt to determine how the superseded data were derived.
 BA0222
 BA0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RFN366412(NAD 83)
 BA0222_MARKER: DB = BENCH MARK DISK
 BA0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BA0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BA0222_STAMPING: L 750 1943
 BA0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BA0222+STABILITY: SURFACE MOTION
 BA0222
 BA0222  HISTORY     - Date     Condition        Report By
 BA0222  HISTORY     - 1943     MONUMENTED       CGS
 BA0222  HISTORY     - 1967     GOOD             NGS
 BA0222  HISTORY     - 19960414 MARK NOT FOUND   USPSQD
 BA0222  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BA0222
 BA0222                          STATION DESCRIPTION
 BA0222
 BA0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BA0222'2.95 MI SE FROM TERLINGUA.
 BA0222'ABOUT 0.3 MILES EAST ALONG A GRADED DIRT ROAD FROM THE STORE AT
 BA0222'TERLINGUA, THENCE 0.65 MILES SOUTHWEST ALONG FARM ROAD 170, THENCE 2.0
 BA0222'MILES SOUTHEAST ALONG A DIRT ROAD, 37 FEET EAST OF THE CENTERLINE OF
 BA0222'THE ROAD, 0.1 MILES SOUTH OF THE CROSSING OF TERLINGUA CREEK, ON THE
 BA0222'WEST BANK OF THE CREEK, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 BA0222'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 BA0222'POST PROJECTING 5 INCHES.
 BA0222
 BA0222                          STATION RECOVERY (1996)
 BA0222
 BA0222'RECOVERY NOTE BY US POWER SQUADRON 1996
 BA0222'MARK NOT FOUND.
 BA0222
 BA0222                          STATION RECOVERY (2001)
 BA0222
 BA0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BA0222'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0023 ***********************************************************************
 AW0023  DESIGNATION -  L 752
 AW0023  PID         -  AW0023
 AW0023  STATE/COUNTY-  TX/BRAZORIA
 AW0023  USGS QUAD   -  DANBURY (1974)
 AW0023
 AW0023                         *CURRENT SURVEY CONTROL
 AW0023  ___________________________________________________________________
 AW0023* NAD 83(1986)-  29 10 38.     (N)    095 15 04.     (W)     SCALED    
 AW0023* NAVD 88     -         4.01   (+/-2cm)      13.2    (feet)  VERTCON   
 AW0023  ___________________________________________________________________
 AW0023  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AW0023
 AW0023  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW0023
 AW0023.The horizontal coordinates were scaled from a topographic map and have
 AW0023.an estimated accuracy of +/- 6 seconds.
 AW0023
 AW0023.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0023.The vertical order pertains to the NGVD 29 superseded value.
 AW0023
 AW0023.The geoid height was determined by GEOID03.
 AW0023
 AW0023;                    North         East    Units  Estimated Accuracy
 AW0023;SPC TXSC     - 4,154,780.      964,550.      MT  (+/- 180 meters Scaled)
 AW0023
 AW0023                          SUPERSEDED SURVEY CONTROL
 AW0023
 AW0023  NGVD 29 (??/??/92)    4.009  (m)           13.15   (f) ADJ UNCH    2 0
 AW0023
 AW0023.Superseded values are not recommended for survey control.
 AW0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0023.See file dsdata.txt to determine how the superseded data were derived.
 AW0023
 AW0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN810297(NAD 83)
 AW0023_MARKER: DB = BENCH MARK DISK
 AW0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW0023_STAMPING: L 752 1942
 AW0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0023+STABILITY: SURFACE MOTION
 AW0023
 AW0023  HISTORY     - Date     Condition        Report By
 AW0023  HISTORY     - 1942     MONUMENTED       CGS
 AW0023  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW0023  HISTORY     - 20040319 MARK NOT FOUND   USPSQD
 AW0023
 AW0023                          STATION DESCRIPTION
 AW0023
 AW0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW0023'9.7 MI SE FROM LIVERPOOL.
 AW0023'9.7 MILES SOUTHEAST ALONG A SHELL ROAD FROM THE POST OFFICE AT
 AW0023'LIVERPOOL, 4.0 MILES SOUTH OF A CURVE IN THE ROAD AT THE NORTH END OF
 AW0023'A LONG TANGENT, 0.1 MILE NORTHEAST OF A WOODEN BRIDGE OVER A CANAL, 45
 AW0023'FEET EAST OF THE CENTERLINE OF THE ROAD AT A CURVE IN THE ROAD, ON THE
 AW0023'OUTSIDE OF THE CURVE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 AW0023'ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED L 752 1942
 AW0023'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 AW0023'GROUND.
 AW0023
 AW0023                          STATION RECOVERY (1978)
 AW0023
 AW0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0023'NOT RECOVERED THIS DATE.
 AW0023
 AW0023                          STATION RECOVERY (2004)
 AW0023
 AW0023'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW3994 ***********************************************************************
 AW3994  DESIGNATION -  L 753
 AW3994  PID         -  AW3994
 AW3994  STATE/COUNTY-  TX/GALVESTON
 AW3994  USGS QUAD   -  DICKINSON (1997)
 AW3994
 AW3994                         *CURRENT SURVEY CONTROL
 AW3994  ___________________________________________________________________
 AW3994* NAD 83(1986)-  29 27 38.     (N)    095 03 13.     (W)     SCALED    
 AW3994* NAVD 88     -         5.95   (+/-2cm)      19.5    (feet)  VERTCON   
 AW3994  ___________________________________________________________________
 AW3994  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW3994
 AW3994  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW3994
 AW3994.The horizontal coordinates were scaled from a topographic map and have
 AW3994.an estimated accuracy of +/- 6 seconds.
 AW3994
 AW3994.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW3994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW3994.The vertical order pertains to the NGVD 29 superseded value.
 AW3994
 AW3994.The geoid height was determined by GEOID03.
 AW3994
 AW3994;                    North         East    Units  Estimated Accuracy
 AW3994;SPC TXSC     - 4,186,800.      982,690.      MT  (+/- 180 meters Scaled)
 AW3994
 AW3994                          SUPERSEDED SURVEY CONTROL
 AW3994
 AW3994  NGVD 29 (??/??/92)    5.948  (m)           19.51   (f) ADJ UNCH    2 0
 AW3994
 AW3994.Superseded values are not recommended for survey control.
 AW3994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW3994.See file dsdata.txt to determine how the superseded data were derived.
 AW3994
 AW3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN008607(NAD 83)
 AW3994_MARKER: DB = BENCH MARK DISK
 AW3994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW3994_SP_SET: CULVERT
 AW3994_STAMPING: L 753 1942
 AW3994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW3994
 AW3994  HISTORY     - Date     Condition        Report By
 AW3994  HISTORY     - 1942     MONUMENTED       CGS
 AW3994  HISTORY     - 19900804 MARK NOT FOUND   USPSQD
 AW3994  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AW3994
 AW3994                          STATION DESCRIPTION
 AW3994
 AW3994'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AW3994'IN DICKINSON.
 AW3994'BENCH MARK IS ABOUT 0.15 MILE SOUTHWEST OF THE U. S. POST OFFICE AT
 AW3994'DICKINSON.  IT IS AT THE INTERSECTION OF U.S. HIGHWAY NO. 75 AND THE
 AW3994'PAVED ROAD LEADING TO ALTA LOMA, 20.0 FEET SOUTH OF THE CENTER OF THE
 AW3994'INTERSECTION, 16.0 FEET SOUTHWEST OF AND ABOUT 1.5 FEET ABOVE THE
 AW3994'CENTERLINE OF U.S. HIGHWAY NO. 75 AND SET HORIZONTALLY IN THE
 AW3994'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE BOX CULVERT.
 AW3994
 AW3994                          STATION RECOVERY (1990)
 AW3994
 AW3994'RECOVERY NOTE BY US POWER SQUADRON 1990 (BB)
 AW3994'MARK NOT FOUND.
 AW3994
 AW3994                          STATION RECOVERY (1995)
 AW3994
 AW3994'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW3994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1069 ***********************************************************************
 AW1069  DESIGNATION -  L 753 RESET
 AW1069  PID         -  AW1069
 AW1069  STATE/COUNTY-  TX/GALVESTON
 AW1069  USGS QUAD   -  DICKINSON (1997)
 AW1069
 AW1069                         *CURRENT SURVEY CONTROL
 AW1069  ___________________________________________________________________
 AW1069* NAD 83(1986)-  29 27 38.     (N)    095 03 05.     (W)     SCALED    
 AW1069* NAVD 88     -         3.905  (meters)      12.81   (feet)  ADJUSTED  
 AW1069  ___________________________________________________________________
 AW1069  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AW1069  DYNAMIC HT  -           3.899 (meters)      12.79  (feet)  COMP
 AW1069  MODELED GRAV-     979,270.5   (mgal)                       NAVD 88
 AW1069  OBS GRAVITY -     979,271.0   (mgal)                       GRAV_OBS
 AW1069
 AW1069  VERT ORDER  -  FIRST     CLASS I
 AW1069
 AW1069.The horizontal coordinates were scaled from a topographic map and have
 AW1069.an estimated accuracy of +/- 6 seconds.
 AW1069
 AW1069.The orthometric height was determined by differential leveling
 AW1069.and adjusted by the National Geodetic Survey in June 1991..
 AW1069
 AW1069.The geoid height was determined by GEOID03.
 AW1069
 AW1069.The dynamic height is computed by dividing the NAVD 88
 AW1069.geopotential number by the normal gravity value computed on the
 AW1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW1069.degrees latitude (g = 980.6199 gals.).
 AW1069
 AW1069.The modeled gravity was interpolated from observed gravity values.
 AW1069.The observed gravity was obtained from relative gravimeter ties
 AW1069.to the IGSN71 gravity network.
 AW1069
 AW1069;                    North         East    Units  Estimated Accuracy
 AW1069;SPC TXSC     - 4,186,800.      982,910.      MT  (+/- 180 meters Scaled)
 AW1069
 AW1069                          SUPERSEDED SURVEY CONTROL
 AW1069
 AW1069  NGVD 29 (12/23/87)    3.901  (m)           12.80   (f) ADJUSTED    1 1
 AW1069
 AW1069.Superseded values are not recommended for survey control.
 AW1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1069.See file dsdata.txt to determine how the superseded data were derived.
 AW1069
 AW1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUN010607(NAD 83)
 AW1069_MARKER: DB = BENCH MARK DISK
 AW1069_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AW1069_SP_SET: CURB
 AW1069_STAMPING: L 753 RESET 1950
 AW1069_MARK LOGO: CGS   
 AW1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW1069
 AW1069  HISTORY     - Date     Condition        Report By
 AW1069  HISTORY     - 1950     MONUMENTED       CGS
 AW1069  HISTORY     - 1973     GOOD             NGS
 AW1069  HISTORY     - 1976     GOOD             NGS
 AW1069  HISTORY     - 1976     GOOD             NGS
 AW1069  HISTORY     - 1978     GOOD             NGS
 AW1069  HISTORY     - 1983     GOOD             NGS
 AW1069  HISTORY     - 1987     GOOD             NGS
 AW1069  HISTORY     - 1989     GOOD             USPSQD
 AW1069  HISTORY     - 1989     GOOD             USPSQD
 AW1069  HISTORY     - 1989     GOOD             USPSQD
 AW1069  HISTORY     - 1989     GOOD             USPSQD
 AW1069  HISTORY     - 1989     GOOD             USPSQD
 AW1069  HISTORY     - 1990     GOOD             USPSQD
 AW1069  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AW1069
 AW1069                          STATION DESCRIPTION
 AW1069
 AW1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW1069'IN DICKINSON.
 AW1069'AT DICKINSON, AT THE JUNCTION OF FARM ROAD 517 AND STATE HIGHWAY 3, 22
 AW1069'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 48 FEET WEST OF THE CENTER
 AW1069'LINE OF THE HIGHWAY, 66.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 AW1069'SERVICE STATION, IN THE TOP OF THE WEST END OF A CONCRETE CURB AROUND
 AW1069'THE CORNER OF THE JUNCTION, 8 1/2 FEET NORTH OF TELEPHONE POLE
 AW1069'GTC-56300- 2609, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 AW1069
 AW1069                          STATION RECOVERY (1976)
 AW1069
 AW1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1069'RECOVERED IN GOOD CONDITION.
 AW1069
 AW1069                          STATION RECOVERY (1976)
 AW1069
 AW1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW1069'RECOVERED IN GOOD CONDITION.
 AW1069
 AW1069                          STATION RECOVERY (1978)
 AW1069
 AW1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1069'RECOVERED IN GOOD CONDITION.
 AW1069
 AW1069                          STATION RECOVERY (1983)
 AW1069
 AW1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW1069'RECOVERED IN GOOD CONDITION, NOTE, SERVICE STATION IS NOW A GULF
 AW1069'SERVICE STATION AND SHOPPING MART.
 AW1069
 AW1069                          STATION RECOVERY (1987)
 AW1069
 AW1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AW1069'RECOVERED IN GOOD CONDITION.
 AW1069
 AW1069                          STATION RECOVERY (1989)
 AW1069
 AW1069'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AW1069'RECOVERED IN GOOD CONDITION.
 AW1069
 AW1069                          STATION RECOVERY (1989)
 AW1069
 AW1069'RECOVERY NOTE BY US POWER SQUADRON 1989 (JDA)
 AW1069'RECOVERED IN GOOD CONDITION.
 AW1069
 AW1069                          STATION RECOVERY (1989)
 AW1069
 AW1069'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGM)
 AW1069'RECOVERED IN GOOD CONDITION.
 AW1069
 AW1069                          STATION RECOVERY (1989)
 AW1069
 AW1069'RECOVERY NOTE BY US POWER SQUADRON 1989 (MGB)
 AW1069'RECOVERED IN GOOD CONDITION.
 AW1069
 AW1069                          STATION RECOVERY (1989)
 AW1069
 AW1069'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNT)
 AW1069'RECOVERED IN GOOD CONDITION.
 AW1069
 AW1069                          STATION RECOVERY (1990)
 AW1069
 AW1069'RECOVERY NOTE BY US POWER SQUADRON 1990 (RNT)
 AW1069'RECOVERED IN GOOD CONDITION.
 AW1069
 AW1069                          STATION RECOVERY (1995)
 AW1069
 AW1069'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW1069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW1238 ***********************************************************************
 AW1238  DESIGNATION -  L 754
 AW1238  PID         -  AW1238
 AW1238  STATE/COUNTY-  TX/BRAZORIA
 AW1238  USGS QUAD   -  BRAZORIA (1952)
 AW1238
 AW1238                         *CURRENT SURVEY CONTROL
 AW1238  ___________________________________________________________________
 AW1238* NAD 83(1986)-  29 04 46.     (N)    095 31 59.     (W)     SCALED    
 AW1238* NAVD 88     -         6.54   (+/-2cm)      21.5    (feet)  VERTCON   
 AW1238  ___________________________________________________________________
 AW1238  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AW1238
 AW1238  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW1238
 AW1238.The horizontal coordinates were scaled from a topographic map and have
 AW1238.an estimated accuracy of +/- 6 seconds.
 AW1238
 AW1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW1238.The vertical order pertains to the NGVD 29 superseded value.
 AW1238
 AW1238.The geoid height was determined by GEOID03.
 AW1238
 AW1238;                    North         East    Units  Estimated Accuracy
 AW1238;SPC TXSC     - 4,143,110.      937,460.      MT  (+/- 180 meters Scaled)
 AW1238
 AW1238                          SUPERSEDED SURVEY CONTROL
 AW1238
 AW1238  NGVD 29 (??/??/92)    6.559  (m)           21.52   (f) ADJ UNCH    1 2
 AW1238
 AW1238.Superseded values are not recommended for survey control.
 AW1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW1238.See file dsdata.txt to determine how the superseded data were derived.
 AW1238
 AW1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN534194(NAD 83)
 AW1238_MARKER: DB = BENCH MARK DISK
 AW1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW1238_STAMPING: L 754 1943
 AW1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW1238+STABILITY: SURFACE MOTION
 AW1238
 AW1238  HISTORY     - Date     Condition        Report By
 AW1238  HISTORY     - 1943     MONUMENTED       CGS
 AW1238  HISTORY     - 1950     GOOD             NGS
 AW1238  HISTORY     - 1972     MARK NOT FOUND   NGS
 AW1238  HISTORY     - 1978     MARK NOT FOUND   NGS
 AW1238
 AW1238                          STATION DESCRIPTION
 AW1238
 AW1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AW1238'3.1 MI NE FROM BRAZORIA.
 AW1238'3.1 MILES NORTHEAST ALONG THE ST. LOUIS BROWNSVILLE AND MEXICO
 AW1238'RAILROAD FROM THE STATION AT BRAZORIA, 42.6 FEET NORTHWEST OF THE
 AW1238'NORTHWEST CORNER OF THE NORTHEAST END OF BRIDGE 312.0.  44.4 FEET
 AW1238'NORTHWEST OF THE NORTHWEST RAIL, 48.5 FEET SOUTHWEST OF MILEPOST 312,
 AW1238'1 FOOT NORTHEAST OF A FENCE, 81.9 FEET SOUTHEAST OF A FENCE, 8 FEET
 AW1238'BELOW THE TOP OF THE RAILS, 2.1 FEET SOUTHWEST OF A WITNESS POST, SET
 AW1238'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 AW1238'GROUND.
 AW1238
 AW1238                          STATION RECOVERY (1972)
 AW1238
 AW1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AW1238'MARK NOT FOUND.
 AW1238
 AW1238                          STATION RECOVERY (1978)
 AW1238
 AW1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW1238'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM0178 ***********************************************************************
 AM0178  DESIGNATION -  L 755
 AM0178  PID         -  AM0178
 AM0178  STATE/COUNTY-  TX/MATAGORDA
 AM0178  USGS QUAD   -  BAY CITY (1972)
 AM0178
 AM0178                         *CURRENT SURVEY CONTROL
 AM0178  ___________________________________________________________________
 AM0178* NAD 83(1986)-  28 59 14.     (N)    095 55 06.     (W)     SCALED    
 AM0178* NAVD 88     -        12.24   (+/-2cm)      40.2    (feet)  VERTCON   
 AM0178  ___________________________________________________________________
 AM0178  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AM0178
 AM0178  VERT ORDER  -  FIRST     CLASS I (See Below)
 AM0178
 AM0178.The horizontal coordinates were scaled from a topographic map and have
 AM0178.an estimated accuracy of +/- 6 seconds.
 AM0178
 AM0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 AM0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AM0178.The vertical order pertains to the NGVD 29 superseded value.
 AM0178
 AM0178.The geoid height was determined by GEOID03.
 AM0178
 AM0178;                    North         East    Units  Estimated Accuracy
 AM0178;SPC TXSC     - 4,131,840.      900,240.      MT  (+/- 180 meters Scaled)
 AM0178
 AM0178                          SUPERSEDED SURVEY CONTROL
 AM0178
 AM0178  NGVD 29 (??/??/92)   12.270  (m)           40.26   (f) ADJ UNCH    1 1
 AM0178
 AM0178.Superseded values are not recommended for survey control.
 AM0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AM0178.See file dsdata.txt to determine how the superseded data were derived.
 AM0178
 AM0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN156100(NAD 83)
 AM0178_MARKER: DB = BENCH MARK DISK
 AM0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AM0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AM0178_STAMPING: L 755 1943
 AM0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AM0178+STABILITY: SURFACE MOTION
 AM0178
 AM0178  HISTORY     - Date     Condition        Report By
 AM0178  HISTORY     - 1943     MONUMENTED       CGS
 AM0178  HISTORY     - 1972     GOOD             NGS
 AM0178
 AM0178                          STATION DESCRIPTION
 AM0178
 AM0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AM0178'3.2 MI NE FROM BAY CITY.
 AM0178'3.2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AM0178'STATION AT BAY CITY, 0.5 MILE SOUTHWEST OF A PRIVATE ROAD CROSSING,
 AM0178'46.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 90.0 FEET SOUTHEAST AND
 AM0178'ACROSS THE TRACK FROM MILEPOLE 287, 1.8 FEET SOUTHEAST OF A
 AM0178'RIGHT-OF-WAY FENCE, 1.8 FEET NORTHEAST OF A WITNESS POST, ABOUT 4 FEET
 AM0178'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AM0178'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4340 ***********************************************************************
 AW4340  DESIGNATION -  L 756
 AW4340  PID         -  AW4340
 AW4340  STATE/COUNTY-  TX/BRAZORIA
 AW4340  USGS QUAD   -  SWEENY (1972)
 AW4340
 AW4340                         *CURRENT SURVEY CONTROL
 AW4340  ___________________________________________________________________
 AW4340* NAD 83(1986)-  29 05 19.     (N)    095 43 10.     (W)     SCALED    
 AW4340* NAVD 88     -        11.15   (+/-2cm)      36.6    (feet)  VERTCON   
 AW4340  ___________________________________________________________________
 AW4340  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW4340
 AW4340  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4340
 AW4340.The horizontal coordinates were scaled from a topographic map and have
 AW4340.an estimated accuracy of +/- 6 seconds.
 AW4340
 AW4340.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4340.The vertical order pertains to the NGVD 29 superseded value.
 AW4340
 AW4340.The geoid height was determined by GEOID03.
 AW4340
 AW4340;                    North         East    Units  Estimated Accuracy
 AW4340;SPC TXSC     - 4,143,600.      919,300.      MT  (+/- 180 meters Scaled)
 AW4340
 AW4340                          SUPERSEDED SURVEY CONTROL
 AW4340
 AW4340  NGVD 29 (??/??/92)   11.172  (m)           36.65   (f) ADJ UNCH    2 0
 AW4340
 AW4340.Superseded values are not recommended for survey control.
 AW4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4340.See file dsdata.txt to determine how the superseded data were derived.
 AW4340
 AW4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN353208(NAD 83)
 AW4340_MARKER: DB = BENCH MARK DISK
 AW4340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4340_STAMPING: L 756 1943
 AW4340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4340+STABILITY: SURFACE MOTION
 AW4340
 AW4340  HISTORY     - Date     Condition        Report By
 AW4340  HISTORY     - 1943     MONUMENTED       CGS
 AW4340
 AW4340                          STATION DESCRIPTION
 AW4340
 AW4340'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4340'6.2 MI SW FROM WEST COLUMBIA.
 AW4340'TO REACH FROM THE CITY WATER TANK AT WEST COLUMBIA.  PROCEED
 AW4340'SOUTHWESTERLY 6.2 MILES ALONG STATE HIGHWAY NO. 35 TO SITE OF BENCH
 AW4340'MARK.  BENCH MARK IS ABOUT 1.9 MILES SOUTHWEST OF THE INTERSECTION OF
 AW4340'A CONCRETE ROAD LEADING SOUTH.  IT IS ABOUT 0.5 MILE NORTHEAST OF A
 AW4340'CONCRETE BRIDGE OVER AN IRRIGATION CANAL, 49.0 FEET SOUTHEAST OF AND
 AW4340'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 3.0 FEET
 AW4340'NORTHEAST OF A 4 BY 4 INCH WOODEN MARKER POST AND 1.0 FOOT SOUTHEAST
 AW4340'OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4341 ***********************************************************************
 AW4341  DESIGNATION -  L 756 RESET 1958
 AW4341  PID         -  AW4341
 AW4341  STATE/COUNTY-  TX/BRAZORIA
 AW4341  USGS QUAD   -  SWEENY (1972)
 AW4341
 AW4341                         *CURRENT SURVEY CONTROL
 AW4341  ___________________________________________________________________
 AW4341* NAD 83(1986)-  29 05 19.     (N)    095 43 10.     (W)     SCALED    
 AW4341* NAVD 88     -        11.09   (+/-2cm)      36.4    (feet)  VERTCON   
 AW4341  ___________________________________________________________________
 AW4341  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AW4341
 AW4341  VERT ORDER  -  THIRD (See Below)
 AW4341
 AW4341.The horizontal coordinates were scaled from a topographic map and have
 AW4341.an estimated accuracy of +/- 6 seconds.
 AW4341
 AW4341.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4341.The vertical order pertains to the NGVD 29 superseded value.
 AW4341
 AW4341.The geoid height was determined by GEOID03.
 AW4341
 AW4341;                    North         East    Units  Estimated Accuracy
 AW4341;SPC TXSC     - 4,143,600.      919,300.      MT  (+/- 180 meters Scaled)
 AW4341
 AW4341                          SUPERSEDED SURVEY CONTROL
 AW4341
 AW4341  NGVD 29 (01/29/03)   11.11   (m)           36.5    (f) RESET       3  
 AW4341
 AW4341.Superseded values are not recommended for survey control.
 AW4341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4341.See file dsdata.txt to determine how the superseded data were derived.
 AW4341
 AW4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN353208(NAD 83)
 AW4341_MARKER: DD = SURVEY DISK
 AW4341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW4341_SP_SET: BRIDGE
 AW4341_STAMPING: L 756 RESET 1958
 AW4341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW4341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4341+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 AW4341
 AW4341  HISTORY     - Date     Condition        Report By
 AW4341  HISTORY     - 1958     MONUMENTED       TXHD
 AW4341  HISTORY     - 20041118 GOOD             USPSQD
 AW4341
 AW4341                          STATION DESCRIPTION
 AW4341
 AW4341'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1958
 AW4341'6.2 MI SW FROM WEST COLUMBIA.
 AW4341'6.2 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE CITY WATER TANK AT
 AW4341'WEST COLUMBIA, 1.9 MILES SOUTHWEST OF THE INTERSECTION OF A CONCRETE
 AW4341'ROAD LEADING SOUTH, 0.5 MILE NORTHEAST OF A CONCRETE BRIDGE OVER A
 AW4341'SALT WATER WASTE DITCH.  57 FEET SOUTHEAST AND 2 FEET BELOW THE
 AW4341'CENTERLINE OF THE HIGHWAY.  MONUMENT PROJECTS 0.5 FOOT.
 AW4341
 AW4341                          STATION RECOVERY (2004)
 AW4341
 AW4341'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4281 ***********************************************************************
 AW4281  DESIGNATION -  L 757
 AW4281  PID         -  AW4281
 AW4281  STATE/COUNTY-  TX/MATAGORDA
 AW4281  USGS QUAD   -  VAN VLECK (1980)
 AW4281
 AW4281                         *CURRENT SURVEY CONTROL
 AW4281  ___________________________________________________________________
 AW4281* NAD 83(1986)-  29 01 58.     (N)    095 53 02.     (W)     SCALED    
 AW4281* NAVD 88     -        13.61   (+/-2cm)      44.7    (feet)  VERTCON   
 AW4281  ___________________________________________________________________
 AW4281  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AW4281
 AW4281  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4281
 AW4281.The horizontal coordinates were scaled from a topographic map and have
 AW4281.an estimated accuracy of +/- 6 seconds.
 AW4281
 AW4281.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4281.The vertical order pertains to the NGVD 29 superseded value.
 AW4281
 AW4281.The geoid height was determined by GEOID03.
 AW4281
 AW4281;                    North         East    Units  Estimated Accuracy
 AW4281;SPC TXSC     - 4,136,970.      903,460.      MT  (+/- 180 meters Scaled)
 AW4281
 AW4281                          SUPERSEDED SURVEY CONTROL
 AW4281
 AW4281  NGVD 29 (??/??/92)   13.64   (m)           44.8    (f) COMPUTED    2 0
 AW4281
 AW4281.Superseded values are not recommended for survey control.
 AW4281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4281.See file dsdata.txt to determine how the superseded data were derived.
 AW4281
 AW4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN191150(NAD 83)
 AW4281_MARKER: DB = BENCH MARK DISK
 AW4281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4281_STAMPING: L 757 1943
 AW4281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4281+STABILITY: SURFACE MOTION
 AW4281
 AW4281  HISTORY     - Date     Condition        Report By
 AW4281  HISTORY     - 1943     MONUMENTED       CGS
 AW4281  HISTORY     - 19961119 MARK NOT FOUND   USPSQD
 AW4281  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4281
 AW4281                          STATION DESCRIPTION
 AW4281
 AW4281'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4281'1.5 MI NE FROM VAN VLECK.
 AW4281'TO REACH FROM THE VAN VLECK HIGH SCHOOL AT VAN VLECK.  PROCEED
 AW4281'NORTHERLY 0.7 MILE ALONG DIRT STREET TO THE SOUTHERN PACIFIC RAILROAD,
 AW4281'THENCE NORTHEASTERLY 0.8 MILE ALONG RAILROAD TO SITE OF BENCH MARK.
 AW4281'BENCH MARK IS ABOUT 0.6 MILE NORTHEAST OF A SWITCH AT A Y TRACK
 AW4281'JUNCTION AT VAN VLECK, ABOUT 0.15 MILE SOUTHWEST OF A RAILROAD TRESTLE
 AW4281'(NO.29.73), ABOUT 0.1 MILE NORTHEAST OF MILE POST NO. 30, 118.0 FEET
 AW4281'SOUTHEAST OF THE CENTERLINE OF THE RAILROAD TRACK, 95.0 FEET NORTHEAST
 AW4281'OF A CLUMP OF LARGE TREES, 24.0 FEET SOUTHEAST OF AND ABOUT THE SAME
 AW4281'ELEVATION AS THE CENTERLINE OF A DIRT ROAD PARALLELING THE RAILROAD,
 AW4281'3.0 FEET SOUTHWEST OF A 4 BY 4 INCH WOODEN MARKER POST, 1.0 FOOT
 AW4281'SOUTHEAST OF RIGHT-OF-WAY FENCE AND ACROSS DIRT ROAD AND RAILROAD FROM
 AW4281'AN ABANDONED CROSSING.  MONUMENT PROJECTS ABOUT 0.5 FOOT, SET IN A
 AW4281'CONCRETE POST.
 AW4281
 AW4281                          STATION RECOVERY (1996)
 AW4281
 AW4281'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW4281'MARK NOT FOUND.
 AW4281
 AW4281                          STATION RECOVERY (2004)
 AW4281
 AW4281'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4281'NO RAIL ROAD IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW7124 ***********************************************************************
 AW7124  DESIGNATION -  L 758 RESET
 AW7124  PID         -  AW7124
 AW7124  STATE/COUNTY-  TX/WHARTON
 AW7124  USGS QUAD   -  BOLING (1980)
 AW7124
 AW7124                         *CURRENT SURVEY CONTROL
 AW7124  ___________________________________________________________________
 AW7124* NAD 83(1986)-  29 16 43.     (N)    095 57 51.     (W)     SCALED    
 AW7124* NAVD 88     -        25.98   (+/-2cm)      85.2    (feet)  VERTCON   
 AW7124  ___________________________________________________________________
 AW7124  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW7124
 AW7124  VERT ORDER  -  THIRD (See Below)
 AW7124
 AW7124.The horizontal coordinates were scaled from a topographic map and have
 AW7124.an estimated accuracy of +/- 6 seconds.
 AW7124
 AW7124.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW7124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW7124.The vertical order pertains to the NGVD 29 superseded value.
 AW7124
 AW7124.The geoid height was determined by GEOID03.
 AW7124
 AW7124;                    North         East    Units  Estimated Accuracy
 AW7124;SPC TXSC     - 4,164,000.      894,940.      MT  (+/- 180 meters Scaled)
 AW7124
 AW7124                          SUPERSEDED SURVEY CONTROL
 AW7124
 AW7124  NGVD 29 (01/29/03)   25.98   (m)           85.2    (f) RESET       3  
 AW7124
 AW7124.Superseded values are not recommended for survey control.
 AW7124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW7124.See file dsdata.txt to determine how the superseded data were derived.
 AW7124
 AW7124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN120424(NAD 83)
 AW7124_MARKER: DV = VERTICAL CONTROL DISK
 AW7124_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AW7124+WITH SETTING: PAVEMENT
 AW7124_SP_SET: LUMINAIRE FOUNDATION
 AW7124_STAMPING: L 758 RESET 1992
 AW7124_MARK LOGO: NGS   
 AW7124_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW7124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW7124+STABILITY: SURFACE MOTION
 AW7124
 AW7124  HISTORY     - Date     Condition        Report By
 AW7124  HISTORY     - 1992     MONUMENTED       TXHD
 AW7124
 AW7124                          STATION DESCRIPTION
 AW7124
 AW7124'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1992
 AW7124'0.15 MILE (0.24 KM) NORTHWEST OF THE SOUTHERN PACIFIC RAILROAD STATION
 AW7124'IN IAGO, ABOUT 0.1 MILE (0.2 KM) SOUTHEAST OF RAILROAD MILEPOST NO.
 AW7124'9, ABOUT 147.0 FEET (44.8 M) NORTH OF THE CENTER OF A RAILROAD
 AW7124'CROSSING OF FARM-TO-MARKET HIGHWAY NO. 1301, ABOUT 73.0 FEET
 AW7124'(22.3 M) NORTHWEST OF THE EXISTING CENTERLINE OF FARM-TO-MARKET NO.
 AW7124'1096, SET HORIZONTALLY IN THE NORTH CORNER OF A CONCRETE FOUNDATION
 AW7124'FOR A LUMINARE IN IAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4206 ***********************************************************************
 AW4206  DESIGNATION -  L 759
 AW4206  PID         -  AW4206
 AW4206  STATE/COUNTY-  TX/WHARTON
 AW4206  USGS QUAD   -  PLEDGER (1980)
 AW4206
 AW4206                         *CURRENT SURVEY CONTROL
 AW4206  ___________________________________________________________________
 AW4206* NAD 83(1986)-  29 13 59.     (N)    095 54 44.     (W)     SCALED    
 AW4206* NAVD 88     -        22.96   (+/-2cm)      75.3    (feet)  VERTCON   
 AW4206  ___________________________________________________________________
 AW4206  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AW4206
 AW4206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4206
 AW4206.The horizontal coordinates were scaled from a topographic map and have
 AW4206.an estimated accuracy of +/- 6 seconds.
 AW4206
 AW4206.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4206.The vertical order pertains to the NGVD 29 superseded value.
 AW4206
 AW4206.The geoid height was determined by GEOID03.
 AW4206
 AW4206;                    North         East    Units  Estimated Accuracy
 AW4206;SPC TXSC     - 4,159,090.      900,120.      MT  (+/- 180 meters Scaled)
 AW4206
 AW4206                          SUPERSEDED SURVEY CONTROL
 AW4206
 AW4206  NGVD 29 (??/??/92)   22.97   (m)           75.4    (f) COMPUTED    2 0
 AW4206
 AW4206.Superseded values are not recommended for survey control.
 AW4206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4206.See file dsdata.txt to determine how the superseded data were derived.
 AW4206
 AW4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN169373(NAD 83)
 AW4206_MARKER: DB = BENCH MARK DISK
 AW4206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4206_STAMPING: L 759 1943
 AW4206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4206+STABILITY: SURFACE MOTION
 AW4206
 AW4206  HISTORY     - Date     Condition        Report By
 AW4206  HISTORY     - 1943     MONUMENTED       CGS
 AW4206
 AW4206                          STATION DESCRIPTION
 AW4206
 AW4206'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4206'0.4 MI NE FROM NEW GULF.
 AW4206'TO REACH FROM THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD AND THE
 AW4206'SANTA FE RAILROAD AT NEW GULF.  PROCEED NORTHEASTERLY 0.4 MILE ALONG
 AW4206'SANTA FE RAILROAD TO MILE POST NO. 7 AND SITE OF BENCH MARK.  BENCH
 AW4206'MARK IS ABOUT 0.3 MILE NORTHEAST OF A LARGE STEEL WATER TANK, 92.0
 AW4206'FEET SOUTHWEST OF THE SOUTHWEST END OF RAILROAD BRIDGE NO. 7-A, 66.0
 AW4206'FEET SOUTHWEST OF MILE POST NO. 7, 45.0 FEET SOUTHEAST OF THE
 AW4206'CENTERLINE OF THE MAIN TRACK AT NORTHEAST END OF A Y TRACK JUNCTION,
 AW4206'13.0 FEET SOUTHWEST OF A GATE IN RIGHT-OF-WAY FENCE AND 3.0 FEET
 AW4206'NORTHEAST OF A 4 BY 4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS
 AW4206'ABOUT 0.4 FOOT, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0362 ***********************************************************************
 BN0362  DESIGNATION -  L 76
 BN0362  PID         -  BN0362
 BN0362  STATE/COUNTY-  TX/MENARD
 BN0362  USGS QUAD   -  CHAPMAN DRAW (1987)
 BN0362
 BN0362                         *CURRENT SURVEY CONTROL
 BN0362  ___________________________________________________________________
 BN0362* NAD 83(1986)-  30 59 58.     (N)    099 43 19.     (W)     SCALED    
 BN0362* NAVD 88     -       620.126  (meters)    2034.53   (feet)  POSTED    
 BN0362  ___________________________________________________________________
 BN0362  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 BN0362  DYNAMIC HT  -         619.260 (meters)    2031.69  (feet)  COMP
 BN0362  MODELED GRAV-     979,223.8   (mgal)                       NAVD 88
 BN0362
 BN0362  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0362
 BN0362.The horizontal coordinates were scaled from a topographic map and have
 BN0362.an estimated accuracy of +/- 6 seconds.
 BN0362
 BN0362.The orthometric height was determined by differential leveling
 BN0362.and adjusted by the National Geodetic Survey in 1992..
 BN0362.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0362.rate of 0.0 thru 1.0 mm/km.
 BN0362
 BN0362.The geoid height was determined by GEOID03.
 BN0362
 BN0362.The dynamic height is computed by dividing the NAVD 88
 BN0362.geopotential number by the normal gravity value computed on the
 BN0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0362.degrees latitude (g = 980.6199 gals.).
 BN0362
 BN0362.The modeled gravity was interpolated from observed gravity values.
 BN0362
 BN0362;                    North         East    Units  Estimated Accuracy
 BN0362;SPC TX C     - 3,147,910.      758,380.      MT  (+/- 180 meters Scaled)
 BN0362
 BN0362                          SUPERSEDED SURVEY CONTROL
 BN0362
 BN0362  NGVD 29 (??/??/92)  620.034  (m)         2034.23   (f) ADJ UNCH    1 2
 BN0362
 BN0362.Superseded values are not recommended for survey control.
 BN0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0362.See file dsdata.txt to determine how the superseded data were derived.
 BN0362
 BN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV310297(NAD 83)
 BN0362_MARKER: DB = BENCH MARK DISK
 BN0362_SETTING: 66 = SET IN ROCK OUTCROP
 BN0362_SP_SET: ROCK OUTCROP
 BN0362_STAMPING: 2034.228 L 76 1931
 BN0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BN0362+STABILITY: POSITION/ELEVATION WELL
 BN0362
 BN0362  HISTORY     - Date     Condition        Report By
 BN0362  HISTORY     - 1931     MONUMENTED       CGS
 BN0362  HISTORY     - 1970     GOOD             USGS
 BN0362
 BN0362                          STATION DESCRIPTION
 BN0362
 BN0362'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 BN0362'4.0 MI S FROM CALLAN.
 BN0362'4.0 MILES SOUTHWEST ALONG THE GULF COLORADO AND SANTA FE RAILWAY FROM
 BN0362'CALLAN, MENARD COUNTY, 7 POLES NORTHEAST MILEPOST 216.  1400 FEET
 BN0362'NORTHEAST OF A RAILROAD CROSSING.  1200 FEET NORTHEAST OF A BEND IN
 BN0362'THE COUNTY ROAD PARALLELING THE RAILROAD.  500 FEET SOUTHWEST OF A
 BN0362'RAILROAD BRIDGE.  35 FEET NORTHWEST OF TRACK AND 26 FEET SOUTHEAST OF
 BN0362'COUNTY ROAD.  A STANDARD DISK STAMPED 2034.228 L 76 1931 SET IN A ROCK
 BN0362'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0784 ***********************************************************************
 AX0784  DESIGNATION -  L 761
 AX0784  PID         -  AX0784
 AX0784  STATE/COUNTY-  TX/JACKSON
 AX0784  USGS QUAD   -  CORDELE (1981)
 AX0784
 AX0784                         *CURRENT SURVEY CONTROL
 AX0784  ___________________________________________________________________
 AX0784* NAD 83(1986)-  29 12 37.     (N)    096 43 52.     (W)     SCALED    
 AX0784* NAVD 88     -        38.955  (meters)     127.80   (feet)  ADJUSTED  
 AX0784  ___________________________________________________________________
 AX0784  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0784  DYNAMIC HT  -          38.899 (meters)     127.62  (feet)  COMP
 AX0784  MODELED GRAV-     979,230.1   (mgal)                       NAVD 88
 AX0784
 AX0784  VERT ORDER  -  FIRST     CLASS I
 AX0784
 AX0784.The horizontal coordinates were scaled from a topographic map and have
 AX0784.an estimated accuracy of +/- 6 seconds.
 AX0784
 AX0784.The orthometric height was determined by differential leveling
 AX0784.and adjusted by the National Geodetic Survey in June 1991..
 AX0784
 AX0784.The geoid height was determined by GEOID03.
 AX0784
 AX0784.The dynamic height is computed by dividing the NAVD 88
 AX0784.geopotential number by the normal gravity value computed on the
 AX0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0784.degrees latitude (g = 980.6199 gals.).
 AX0784
 AX0784.The modeled gravity was interpolated from observed gravity values.
 AX0784
 AX0784;                    North         East    Units  Estimated Accuracy
 AX0784;SPC TXSC     - 4,154,740.      820,590.      MT  (+/- 180 meters Scaled)
 AX0784
 AX0784                          SUPERSEDED SURVEY CONTROL
 AX0784
 AX0784  NGVD 29 (??/??/92)   39.126  (m)          128.37   (f) ADJ UNCH    1 1
 AX0784
 AX0784.Superseded values are not recommended for survey control.
 AX0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0784.See file dsdata.txt to determine how the superseded data were derived.
 AX0784
 AX0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT205334(NAD 83)
 AX0784_MARKER: DB = BENCH MARK DISK
 AX0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0784_STAMPING: L 761 1943
 AX0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0784+STABILITY: SURFACE MOTION
 AX0784
 AX0784  HISTORY     - Date     Condition        Report By
 AX0784  HISTORY     - 1943     MONUMENTED       CGS
 AX0784  HISTORY     - 1972     GOOD             NGS
 AX0784
 AX0784                          STATION DESCRIPTION
 AX0784
 AX0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0784'4.35 MI SW FROM SPEAKS.
 AX0784'ABOUT 0.9 MILE SOUTH ALONG FARM TO MARKET ROAD NO. 530 FROM THE POST
 AX0784'OFFICE AND STORE AT SPEAKS, THENCE 3.45 MILES SOUTH AND SOUTHWEST
 AX0784'ALONG SPEAKS ROAD, ABOUT 0.15 MILE SOUTH OF THE JACKSON-LAVACA COUNTY
 AX0784'LINE, 125 YARDS NORTHWEST OF THE JUNCTION OF A FARM LANE LEADING WEST
 AX0784'TO A GROUP OF BUILDINGS, 0.2 MILE NORTH OF A CATTLE GUARD ACROSS THE
 AX0784'ROAD, 220 FEET NORTH OF THE NORTHWEST CORNER OF A METAL BUILDING, 85
 AX0784'FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD (SPEAKS ROAD), 13 FEET
 AX0784'NORTHWEST OF THE CENTER OF A LONE 18 INCH OAK TREE, ABOUT LEVEL WITH
 AX0784'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 AX0784'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0931 ***********************************************************************
 AJ0931  DESIGNATION -  L 763
 AJ0931  PID         -  AJ0931
 AJ0931  STATE/COUNTY-  TX/WEBB
 AJ0931  USGS QUAD   -  AGUA AZUL CREEK WEST (1980)
 AJ0931
 AJ0931                         *CURRENT SURVEY CONTROL
 AJ0931  ___________________________________________________________________
 AJ0931* NAD 83(1986)-  27 18 24.     (N)    099 09 26.     (W)     SCALED    
 AJ0931* NAVD 88     -       155.989  (meters)     511.77   (feet)  POSTED    
 AJ0931  ___________________________________________________________________
 AJ0931  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AJ0931  DYNAMIC HT  -         155.740 (meters)     510.96  (feet)  COMP
 AJ0931  MODELED GRAV-     979,042.7   (mgal)                       NAVD 88
 AJ0931
 AJ0931  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0931
 AJ0931.The horizontal coordinates were scaled from a topographic map and have
 AJ0931.an estimated accuracy of +/- 6 seconds.
 AJ0931
 AJ0931.The orthometric height was determined by differential leveling
 AJ0931.and adjusted by the National Geodetic Survey in 1992..
 AJ0931.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0931.rate of 1.1 thru 2.0 mm/km.
 AJ0931
 AJ0931.The geoid height was determined by GEOID03.
 AJ0931
 AJ0931.The dynamic height is computed by dividing the NAVD 88
 AJ0931.geopotential number by the normal gravity value computed on the
 AJ0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0931.degrees latitude (g = 980.6199 gals.).
 AJ0931
 AJ0931.The modeled gravity was interpolated from observed gravity values.
 AJ0931
 AJ0931;                    North         East    Units  Estimated Accuracy
 AJ0931;SPC TX S     - 5,181,870.      234,950.      MT  (+/- 180 meters Scaled)
 AJ0931
 AJ0931                          SUPERSEDED SURVEY CONTROL
 AJ0931
 AJ0931  NGVD 29 (??/??/92)  156.031  (m)          511.91   (f) ADJ UNCH    2 0
 AJ0931
 AJ0931.Superseded values are not recommended for survey control.
 AJ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0931.See file dsdata.txt to determine how the superseded data were derived.
 AJ0931
 AJ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR844204(NAD 83)
 AJ0931_MARKER: DB = BENCH MARK DISK
 AJ0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0931_STAMPING: L 763 1943
 AJ0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0931+STABILITY: SURFACE MOTION
 AJ0931
 AJ0931  HISTORY     - Date     Condition        Report By
 AJ0931  HISTORY     - 1943     MONUMENTED       CGS
 AJ0931
 AJ0931                          STATION DESCRIPTION
 AJ0931
 AJ0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0931'10.6 MI S FROM AGUILARES.
 AJ0931'TO REACH FROM A DIRT ROAD CROSSING THE TEXAS MEXICAN RAILWAY AT
 AJ0931'AGUILARES-- PROCEED 10.6 MILES SOUTHERLY ALONG THE DIRT ROAD TO SITE
 AJ0931'OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE NORTH OF A SMALL WOODEN
 AJ0931'BRIDGE OVER A SMALL CREEK, 25.5 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE
 AJ0931'THE CENTERLINE OF ROAD.  IT IS 1.0 FOOT WEST OF THE RIGHT-OF-WAY
 AJ0931'FENCE, AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AJ0931'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1003 ***********************************************************************
 AJ1003  DESIGNATION -  L 764
 AJ1003  PID         -  AJ1003
 AJ1003  STATE/COUNTY-  TX/ZAPATA
 AJ1003  USGS QUAD   -  CHARGOS CREEK (1980)
 AJ1003
 AJ1003                         *CURRENT SURVEY CONTROL
 AJ1003  ___________________________________________________________________
 AJ1003* NAD 83(1986)-  27 07 53.     (N)    099 01 22.     (W)     SCALED    
 AJ1003* NAVD 88     -       163.362  (meters)     535.96   (feet)  POSTED    
 AJ1003  ___________________________________________________________________
 AJ1003  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AJ1003  DYNAMIC HT  -         163.100 (meters)     535.10  (feet)  COMP
 AJ1003  MODELED GRAV-     979,028.6   (mgal)                       NAVD 88
 AJ1003
 AJ1003  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ1003
 AJ1003.The horizontal coordinates were scaled from a topographic map and have
 AJ1003.an estimated accuracy of +/- 6 seconds.
 AJ1003
 AJ1003.The orthometric height was determined by differential leveling
 AJ1003.and adjusted by the National Geodetic Survey in 1992..
 AJ1003.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ1003.rate of 1.1 thru 2.0 mm/km.
 AJ1003
 AJ1003.The geoid height was determined by GEOID03.
 AJ1003
 AJ1003.The dynamic height is computed by dividing the NAVD 88
 AJ1003.geopotential number by the normal gravity value computed on the
 AJ1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1003.degrees latitude (g = 980.6199 gals.).
 AJ1003
 AJ1003.The modeled gravity was interpolated from observed gravity values.
 AJ1003
 AJ1003;                    North         East    Units  Estimated Accuracy
 AJ1003;SPC TX S     - 5,162,390.      248,180.      MT  (+/- 180 meters Scaled)
 AJ1003
 AJ1003                          SUPERSEDED SURVEY CONTROL
 AJ1003
 AJ1003  NGVD 29 (??/??/92)  163.393  (m)          536.07   (f) ADJ UNCH    2 0
 AJ1003
 AJ1003.Superseded values are not recommended for survey control.
 AJ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1003.See file dsdata.txt to determine how the superseded data were derived.
 AJ1003
 AJ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR977009(NAD 83)
 AJ1003_MARKER: P = PIPE CAP
 AJ1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1003_STAMPING: L 764 1943
 AJ1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1003+STABILITY: SURFACE MOTION
 AJ1003
 AJ1003  HISTORY     - Date     Condition        Report By
 AJ1003  HISTORY     - 1943     MONUMENTED       CGS
 AJ1003  HISTORY     - 1975     GOOD             USGS
 AJ1003
 AJ1003                          STATION DESCRIPTION
 AJ1003
 AJ1003'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AJ1003'36.2 MI NE FROM ESCOBAS.
 AJ1003'FROM THE STORE AT ESCOBAS GO 0.35 MI. NORTHEAST ON TEX. HIWAY 16 TO
 AJ1003'T-RD. NW, 19.4 MI. NE OF ZAPATA, THENCE NW ALONG PAVED ROAD 1.25 MI.
 AJ1003'TO TEXACO CAMP.  IN TEXACO CAMP CONTINUE PAST OFFICE 0.05 MI. TO MAIN
 AJ1003'ROAD NORTH THRU CATTLEGUARD, THENCE NORTH ON MAIN GRAVELED, SOMETIMES
 AJ1003'PAVED, ROAD 2.9 MI. TO TRACK N/S CROSSROAD, THENCE TURN RIGHT, NORTH,
 AJ1003'ALONG TRACK ROAD 0.95 MI. TO GATE IN FENCE.  BM IS 1.0 FT. SOUTH OF
 AJ1003'FENCE AND 11 FT. SE OF CENTER OF GATE.  A STANDARD CAP STAMPED AS
 AJ1003'ABOVE SET IN CONCRETE POST PROJECTING 0.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1023 ***********************************************************************
 AX1023  DESIGNATION -  L 766
 AX1023  PID         -  AX1023
 AX1023  STATE/COUNTY-  TX/FAYETTE
 AX1023  USGS QUAD   -  FAYETTEVILLE (1981)
 AX1023
 AX1023                         *CURRENT SURVEY CONTROL
 AX1023  ___________________________________________________________________
 AX1023* NAD 83(1986)-  29 54 34.     (N)    096 42 16.     (W)     SCALED    
 AX1023* NAVD 88     -       117.640  (meters)     385.96   (feet)  ADJUSTED  
 AX1023  ___________________________________________________________________
 AX1023  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AX1023  DYNAMIC HT  -         117.478 (meters)     385.43  (feet)  COMP
 AX1023  MODELED GRAV-     979,261.4   (mgal)                       NAVD 88
 AX1023
 AX1023  VERT ORDER  -  FIRST     CLASS I
 AX1023
 AX1023.The horizontal coordinates were scaled from a topographic map and have
 AX1023.an estimated accuracy of +/- 6 seconds.
 AX1023
 AX1023.The orthometric height was determined by differential leveling
 AX1023.and adjusted by the National Geodetic Survey in June 1991..
 AX1023
 AX1023.The geoid height was determined by GEOID03.
 AX1023
 AX1023.The dynamic height is computed by dividing the NAVD 88
 AX1023.geopotential number by the normal gravity value computed on the
 AX1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX1023.degrees latitude (g = 980.6199 gals.).
 AX1023
 AX1023.The modeled gravity was interpolated from observed gravity values.
 AX1023
 AX1023;                    North         East    Units  Estimated Accuracy
 AX1023;SPC TXSC     - 4,232,270.      821,660.      MT  (+/- 180 meters Scaled)
 AX1023
 AX1023                          SUPERSEDED SURVEY CONTROL
 AX1023
 AX1023  NGVD 29 (12/23/87)  117.598  (m)          385.82   (f) ADJUSTED    1 1
 AX1023
 AX1023.Superseded values are not recommended for survey control.
 AX1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1023.See file dsdata.txt to determine how the superseded data were derived.
 AX1023
 AX1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU216109(NAD 83)
 AX1023_MARKER: DB = BENCH MARK DISK
 AX1023_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX1023_SP_SET: CULVERT HEADWALL
 AX1023_STAMPING: L 766 1943
 AX1023_MARK LOGO: CGS   
 AX1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1023+STABILITY: SURFACE MOTION
 AX1023
 AX1023  HISTORY     - Date     Condition        Report By
 AX1023  HISTORY     - 1943     MONUMENTED       CGS
 AX1023  HISTORY     - 1973     GOOD             NGS
 AX1023  HISTORY     - 1976     GOOD             NGS
 AX1023  HISTORY     - 1976     GOOD             NGS
 AX1023  HISTORY     - 1978     GOOD             NGS
 AX1023  HISTORY     - 1986     GOOD             NGS
 AX1023  HISTORY     - 1987     GOOD             USPSQD
 AX1023
 AX1023                          STATION DESCRIPTION
 AX1023
 AX1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AX1023'1.6 MI W FROM FAYETTEVILLE.
 AX1023'1.6 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1023'CROSSING OF FARM ROAD 955 AT FAYETTEVILLE, 12-3/4 PLES WEST OF MILE
 AX1023'POLE 1000, 7 3/4 POLES WEST OF A POWER POLE CROSSING, IN THE TOP AND
 AX1023'1.0 FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 AX1023'LARGE BOX CULVERT, 18.1 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 6 FEET
 AX1023'LOWER THAN THE TRACK.
 AX1023
 AX1023                          STATION RECOVERY (1976)
 AX1023
 AX1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1023'RECOVERED IN GOOD CONDITION.
 AX1023
 AX1023                          STATION RECOVERY (1976)
 AX1023
 AX1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AX1023'RECOVERED IN GOOD CONDITION.
 AX1023
 AX1023                          STATION RECOVERY (1978)
 AX1023
 AX1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AX1023'RECOVERED IN GOOD CONDITION.
 AX1023
 AX1023                          STATION RECOVERY (1986)
 AX1023
 AX1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AX1023'RECOVERED IN GOOD CONDITION.
 AX1023
 AX1023                          STATION RECOVERY (1987)
 AX1023
 AX1023'RECOVERY NOTE BY US POWER SQUADRON 1987 (HY)
 AX1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0129 ***********************************************************************
 AW0129  DESIGNATION -  L 768
 AW0129  PID         -  AW0129
 AW0129  STATE/COUNTY-  TX/WALLER
 AW0129  USGS QUAD   -  BROOKSHIRE (1980)
 AW0129
 AW0129                         *CURRENT SURVEY CONTROL
 AW0129  ___________________________________________________________________
 AW0129* NAD 83(1986)-  29 47 08.     (N)    095 52 53.     (W)     SCALED    
 AW0129* NAVD 88     -        47.93   (+/-2cm)     157.3    (feet)  VERTCON   
 AW0129  ___________________________________________________________________
 AW0129  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AW0129  OBS GRAVITY -     979,273.3   (mgal)                       GRAV_OBS
 AW0129
 AW0129  VERT ORDER  -  FIRST     CLASS I (See Below)
 AW0129
 AW0129.The horizontal coordinates were scaled from a topographic map and have
 AW0129.an estimated accuracy of +/- 6 seconds.
 AW0129
 AW0129.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW0129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW0129.The vertical order pertains to the NGVD 29 superseded value.
 AW0129
 AW0129.The geoid height was determined by GEOID03.
 AW0129.The observed gravity was obtained from relative gravimeter ties
 AW0129.to the IGSN71 gravity network.
 AW0129
 AW0129;                    North         East    Units  Estimated Accuracy
 AW0129;SPC TXSC     - 4,220,380.      901,480.      MT  (+/- 180 meters Scaled)
 AW0129
 AW0129                          SUPERSEDED SURVEY CONTROL
 AW0129
 AW0129  NGVD 29 (??/??/92)   47.916  (m)          157.20   (f) ADJ UNCH    1 1
 AW0129
 AW0129.Superseded values are not recommended for survey control.
 AW0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0129.See file dsdata.txt to determine how the superseded data were derived.
 AW0129
 AW0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN214985(NAD 83)
 AW0129_MARKER: DB = BENCH MARK DISK
 AW0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW0129_SP_SET: CULVERT
 AW0129_STAMPING: L 768 1943
 AW0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW0129
 AW0129  HISTORY     - Date     Condition        Report By
 AW0129  HISTORY     - 1943     MONUMENTED       CGS
 AW0129  HISTORY     - 1973     GOOD             NGS
 AW0129  HISTORY     - 1976     GOOD             NGS
 AW0129  HISTORY     - 1978     GOOD             NGS
 AW0129  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW0129  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW0129
 AW0129                          STATION DESCRIPTION
 AW0129
 AW0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW0129'4.25 MI E FROM BROOKSHIRE.
 AW0129'ABOUT 4.25 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 AW0129'THE STATION AT BROOKSHIRE, ALSO ABOUT 3.55 MILES WEST ALONG THE
 AW0129'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION AT KATY, ABOUT 0.5
 AW0129'MILE EAST OF FARM ROAD 2855, 117 FEET SOUTH OF THE SOUTH RAIL, 17 1/2
 AW0129'FEET SOUTH OF THE CENTER LINE OF US HIGHWAY 90, 23.6 FEET WEST OF THE
 AW0129'CENTER OF THE JUNCTION OF THE ROAD LEADING SOUTH, SET IN THE TOP AND 3
 AW0129'FEET WEST OF THE EAST END OF THE SOUTH HEADWALL OF A CULVERT, AND
 AW0129'ABOUT 1 FOOT ABOVE THE LEVEL OF HWY. 90.
 AW0129
 AW0129                          STATION RECOVERY (1976)
 AW0129
 AW0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AW0129'RECOVERED IN GOOD CONDITION.
 AW0129
 AW0129                          STATION RECOVERY (1978)
 AW0129
 AW0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0129'RECOVERED IN GOOD CONDITION.
 AW0129
 AW0129                          STATION RECOVERY (1986)
 AW0129
 AW0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0129'NOT RECOVERED.
 AW0129
 AW0129                          STATION RECOVERY (1990)
 AW0129
 AW0129'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHA)
 AW0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2264 ***********************************************************************
 AW2264  DESIGNATION -  L 769
 AW2264  PID         -  AW2264
 AW2264  STATE/COUNTY-  TX/HARRIS
 AW2264  USGS QUAD   -  ALIEF (1995)
 AW2264
 AW2264                         *CURRENT SURVEY CONTROL
 AW2264  ___________________________________________________________________
 AW2264* NAD 83(1986)-  29 42 54.     (N)    095 35 26.     (W)     SCALED    
 AW2264* NAVD 88     -        23.679  (meters)      77.69   (feet)  ADJUSTED  
 AW2264  ___________________________________________________________________
 AW2264  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AW2264  DYNAMIC HT  -          23.647 (meters)      77.58  (feet)  COMP
 AW2264  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 AW2264
 AW2264  VERT ORDER  -  FIRST     CLASS II
 AW2264
 AW2264.The horizontal coordinates were scaled from a topographic map and have
 AW2264.an estimated accuracy of +/- 6 seconds.
 AW2264
 AW2264.The orthometric height was determined by differential leveling
 AW2264.and adjusted by the National Geodetic Survey in June 1991..
 AW2264
 AW2264.The geoid height was determined by GEOID03.
 AW2264
 AW2264.The dynamic height is computed by dividing the NAVD 88
 AW2264.geopotential number by the normal gravity value computed on the
 AW2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2264.degrees latitude (g = 980.6199 gals.).
 AW2264
 AW2264.The modeled gravity was interpolated from observed gravity values.
 AW2264
 AW2264;                    North         East    Units  Estimated Accuracy
 AW2264;SPC TXSC     - 4,213,350.      929,820.      MT  (+/- 180 meters Scaled)
 AW2264
 AW2264                          SUPERSEDED SURVEY CONTROL
 AW2264
 AW2264  NGVD 29 (12/23/87)   23.673  (m)           77.67   (f) ADJUSTED    1 2
 AW2264
 AW2264.Superseded values are not recommended for survey control.
 AW2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2264.See file dsdata.txt to determine how the superseded data were derived.
 AW2264
 AW2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN493900(NAD 83)
 AW2264_MARKER: DB = BENCH MARK DISK
 AW2264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2264_SP_SET: CULVERT
 AW2264_STAMPING: L 769 1943
 AW2264_MARK LOGO: CGS   
 AW2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2264+STABILITY: SURFACE MOTION
 AW2264
 AW2264  HISTORY     - Date     Condition        Report By
 AW2264  HISTORY     - 1943     MONUMENTED       CGS
 AW2264  HISTORY     - 1978     GOOD             NGS
 AW2264  HISTORY     - 1983     GOOD             NGS
 AW2264  HISTORY     - 1986     GOOD             NGS
 AW2264  HISTORY     - 1987     GOOD             USPSQD
 AW2264  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 AW2264  HISTORY     - 19970823 MARK NOT FOUND   USPSQD
 AW2264  HISTORY     - 20031128 MARK NOT FOUND   USPSQD
 AW2264
 AW2264                          STATION DESCRIPTION
 AW2264
 AW2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW2264'0.1 MI E FROM ALIEF.
 AW2264'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AW2264'STATION AT ALIEF-- PROCEED 0.1 MILE EASTERLY ALONG THE RAILROAD TO
 AW2264'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE EAST OF MILEPOST 15
 AW2264'AND THE WESTHEIMER ROAD CROSSING, AND ABOUT 150.0 FEET SOUTH OF THE
 AW2264'CENTERLINE OF THE MAIN TRACK, 30.0 FEET NORTH OF AND ABOUT 1.5 FOOT
 AW2264'ABOVE THE CENTERLINE OF THE ALIEF-HOUSTON ROAD, 10.0 FEET WEST OF THE
 AW2264'CENTERLINE OF A DRIVEWAY LEADING TO A COTTON GIN, AND SET HORIZONTALLY
 AW2264'IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 AW2264'DRIVEWAY.
 AW2264
 AW2264                          STATION RECOVERY (1978)
 AW2264
 AW2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2264'NOTE=SHOULD READ 0.1 MILE EAST ALONG ALIEF-HOUSTON ROAD FROM THE
 AW2264'JUNCTION OF WESTHEIMER ROAD IN ALIEF.  SET IN THE SOUTH END OF THE
 AW2264'WEST HEADWALL OF A ROAD LEADING NORTH TO THE RANDOLPH COMPANY 12010
 AW2264'ALIEF-HOUSTON ROAD.
 AW2264
 AW2264                          STATION RECOVERY (1983)
 AW2264
 AW2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2264'RECOVERED IN GOOD CONDITION.
 AW2264
 AW2264                          STATION RECOVERY (1986)
 AW2264
 AW2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2264'RECOVERED IN GOOD CONDITION.
 AW2264
 AW2264                          STATION RECOVERY (1987)
 AW2264
 AW2264'RECOVERY NOTE BY US POWER SQUADRON 1987 (MVM)
 AW2264'RECOVERED IN GOOD CONDITION.
 AW2264
 AW2264                          STATION RECOVERY (1996)
 AW2264
 AW2264'RECOVERY NOTE BY US POWER SQUADRON 1996
 AW2264'MARK NOT FOUND.
 AW2264
 AW2264                          STATION RECOVERY (1997)
 AW2264
 AW2264'RECOVERY NOTE BY US POWER SQUADRON 1997
 AW2264'MARK NOT FOUND.
 AW2264
 AW2264                          STATION RECOVERY (2003)
 AW2264
 AW2264'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AW2264'RAIL ROAD TRACKS HAVE BEEN REMOVED AND REPLACED WITH WIDE, ELEVATED
 AW2264'ROADWAY.  ALIEF HOUSTON ROAD NOW CALLED ALIEF CLODINE ROAD.  MARK
 AW2264'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0388 ***********************************************************************
 BN0388  DESIGNATION -  L 77
 BN0388  PID         -  BN0388
 BN0388  STATE/COUNTY-  TX/KIMBLE
 BN0388  USGS QUAD   -  STARK CREEK (1987)
 BN0388
 BN0388                         *CURRENT SURVEY CONTROL
 BN0388  ___________________________________________________________________
 BN0388* NAD 83(1986)-  30 36 43.     (N)    099 52 41.     (W)     SCALED    
 BN0388* NAVD 88     -       593.418  (meters)    1946.91   (feet)  POSTED    
 BN0388  ___________________________________________________________________
 BN0388  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 BN0388  DYNAMIC HT  -         592.570 (meters)    1944.12  (feet)  COMP
 BN0388  MODELED GRAV-     979,200.5   (mgal)                       NAVD 88
 BN0388
 BN0388  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BN0388
 BN0388.The horizontal coordinates were scaled from a topographic map and have
 BN0388.an estimated accuracy of +/- 6 seconds.
 BN0388
 BN0388.The orthometric height was determined by differential leveling
 BN0388.and adjusted by the National Geodetic Survey in 1992..
 BN0388.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BN0388.rate of 0.0 thru 1.0 mm/km.
 BN0388
 BN0388.The geoid height was determined by GEOID03.
 BN0388
 BN0388.The dynamic height is computed by dividing the NAVD 88
 BN0388.geopotential number by the normal gravity value computed on the
 BN0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0388.degrees latitude (g = 980.6199 gals.).
 BN0388
 BN0388.The modeled gravity was interpolated from observed gravity values.
 BN0388
 BN0388;                    North         East    Units  Estimated Accuracy
 BN0388;SPC TX C     - 3,104,880.      743,650.      MT  (+/- 180 meters Scaled)
 BN0388
 BN0388                          SUPERSEDED SURVEY CONTROL
 BN0388
 BN0388  NGVD 29 (??/??/92)  593.361  (m)         1946.72   (f) ADJ UNCH    1 2
 BN0388
 BN0388.Superseded values are not recommended for survey control.
 BN0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0388.See file dsdata.txt to determine how the superseded data were derived.
 BN0388
 BN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU158869(NAD 83)
 BN0388_MARKER: DB = BENCH MARK DISK
 BN0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0388_STAMPING: 1946.719 L 77 1931
 BN0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0388+STABILITY: SURFACE MOTION
 BN0388
 BN0388  HISTORY     - Date     Condition        Report By
 BN0388  HISTORY     - 1931     MONUMENTED       CGS
 BN0388  HISTORY     - 1935     GOOD             NGS
 BN0388  HISTORY     - 19981227 MARK NOT FOUND   USPSQD
 BN0388
 BN0388                          STATION DESCRIPTION
 BN0388
 BN0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BN0388'13.1 MI N FROM JUNCTION.
 BN0388'13.1 MILES NORTH ALONG U.S. HIGHWAY 83 FROM JUNCTION, KIMBLE COUNTY,
 BN0388'0.4 MILE NORTH OF THE GENERAL STORE AT CLEO, 0.4 MILE SOUTH OF A FORD
 BN0388'CROSSING BEAR CREEK, AT A TURN IN THE HIGHWAY, 25 FEET WEST OF THE
 BN0388'HIGHWAY, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED 1946.719 L
 BN0388'77 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 BN0388'GROUND.
 BN0388
 BN0388                          STATION RECOVERY (1935)
 BN0388
 BN0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 BN0388'RECOVERED IN GOOD CONDITION.
 BN0388
 BN0388                          STATION RECOVERY (1998)
 BN0388
 BN0388'RECOVERY NOTE BY US POWER SQUADRON 1998
 BN0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0735 ***********************************************************************
 AE0735  DESIGNATION -  L 770
 AE0735  PID         -  AE0735
 AE0735  STATE/COUNTY-  TX/STARR
 AE0735  USGS QUAD   -  EL CHAPOTE CREEK (1972)
 AE0735
 AE0735                         *CURRENT SURVEY CONTROL
 AE0735  ___________________________________________________________________
 AE0735* NAD 83(1986)-  26 32 56.     (N)    098 54 05.     (W)     SCALED    
 AE0735* NAVD 88     -       107.620  (meters)     353.08   (feet)  ADJUSTED  
 AE0735  ___________________________________________________________________
 AE0735  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 AE0735  DYNAMIC HT  -         107.444 (meters)     352.51  (feet)  COMP
 AE0735  MODELED GRAV-     979,006.8   (mgal)                       NAVD 88
 AE0735
 AE0735  VERT ORDER  -  SECOND    CLASS 0
 AE0735
 AE0735.The horizontal coordinates were scaled from a topographic map and have
 AE0735.an estimated accuracy of +/- 6 seconds.
 AE0735
 AE0735.The orthometric height was determined by differential leveling
 AE0735.and adjusted by the National Geodetic Survey in June 1991..
 AE0735
 AE0735.The geoid height was determined by GEOID03.
 AE0735
 AE0735.The dynamic height is computed by dividing the NAVD 88
 AE0735.geopotential number by the normal gravity value computed on the
 AE0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0735.degrees latitude (g = 980.6199 gals.).
 AE0735
 AE0735.The modeled gravity was interpolated from observed gravity values.
 AE0735
 AE0735;                    North         East    Units  Estimated Accuracy
 AE0735;SPC TX S     - 5,097,810.      260,010.      MT  (+/- 180 meters Scaled)
 AE0735
 AE0735                          SUPERSEDED SURVEY CONTROL
 AE0735
 AE0735  NGVD 29 (??/??/92)  107.673  (m)          353.26   (f) ADJ UNCH    2 0
 AE0735
 AE0735.Superseded values are not recommended for survey control.
 AE0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0735.See file dsdata.txt to determine how the superseded data were derived.
 AE0735
 AE0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ098364(NAD 83)
 AE0735_MARKER: DB = BENCH MARK DISK
 AE0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0735_STAMPING: L 770 1942
 AE0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0735+STABILITY: SURFACE MOTION
 AE0735
 AE0735  HISTORY     - Date     Condition        Report By
 AE0735  HISTORY     - 1942     MONUMENTED       CGS
 AE0735
 AE0735                          STATION DESCRIPTION
 AE0735
 AE0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0735'10.8 MI N FROM GARCENO.
 AE0735'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND THE HEBBRONVILLE
 AE0735'ROAD AT GARCENO, PROCEED 10.8 MILES NORTHERLY ALONG THE HEBBRONVILLE
 AE0735'ROAD TO THE SOUTH SLOPE OF A LONG GRADE AND SITE OF BENCH MARK. BENCH
 AE0735'MARK IS 0.1 MILE SOUTH OF A CURVE TO THE NORTHEAST IN THE ROAD. IT IS
 AE0735'31.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0735'THE ROAD, 18.0 FEET NORTHEAST OF A TRIANGULAR BLAZE ON A 1.2 FOOT
 AE0735'MESQUITE TREE.  MONUMENT IS 2.8 FEET NORTH OF A 4X4 INCH WHITE WOODEN
 AE0735'MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0797 ***********************************************************************
 AE0797  DESIGNATION -  L 771
 AE0797  PID         -  AE0797
 AE0797  STATE/COUNTY-  TX/JIM HOGG
 AE0797  USGS QUAD   -  LAS ESCOBAS RANCH (1993)
 AE0797
 AE0797                         *CURRENT SURVEY CONTROL
 AE0797  ___________________________________________________________________
 AE0797* NAD 83(1986)-  26 44 45.     (N)    098 56 40.     (W)     SCALED    
 AE0797* NAVD 88     -       132.753  (meters)     435.54   (feet)  ADJUSTED  
 AE0797  ___________________________________________________________________
 AE0797  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AE0797  DYNAMIC HT  -         132.537 (meters)     434.83  (feet)  COMP
 AE0797  MODELED GRAV-     979,017.6   (mgal)                       NAVD 88
 AE0797
 AE0797  VERT ORDER  -  SECOND    CLASS 0
 AE0797
 AE0797.The horizontal coordinates were scaled from a topographic map and have
 AE0797.an estimated accuracy of +/- 6 seconds.
 AE0797
 AE0797.The orthometric height was determined by differential leveling
 AE0797.and adjusted by the National Geodetic Survey in June 1991..
 AE0797
 AE0797.The geoid height was determined by GEOID03.
 AE0797
 AE0797.The dynamic height is computed by dividing the NAVD 88
 AE0797.geopotential number by the normal gravity value computed on the
 AE0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0797.degrees latitude (g = 980.6199 gals.).
 AE0797
 AE0797.The modeled gravity was interpolated from observed gravity values.
 AE0797
 AE0797;                    North         East    Units  Estimated Accuracy
 AE0797;SPC TX S     - 5,119,640.      255,790.      MT  (+/- 180 meters Scaled)
 AE0797
 AE0797                          SUPERSEDED SURVEY CONTROL
 AE0797
 AE0797  NGVD 29 (??/??/92)  132.806  (m)          435.71   (f) ADJ UNCH    2 0
 AE0797
 AE0797.Superseded values are not recommended for survey control.
 AE0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0797.See file dsdata.txt to determine how the superseded data were derived.
 AE0797
 AE0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ055582(NAD 83)
 AE0797_MARKER: DB = BENCH MARK DISK
 AE0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0797_STAMPING: L 771 1942
 AE0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0797+STABILITY: SURFACE MOTION
 AE0797
 AE0797  HISTORY     - Date     Condition        Report By
 AE0797  HISTORY     - 1942     MONUMENTED       CGS
 AE0797
 AE0797                          STATION DESCRIPTION
 AE0797
 AE0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0797'11.5 MI SW FROM GUERRA.
 AE0797'TO REACH FROM THE INTERSECTION OF A DIRT ROAD, (2.6 MILES SOUTH OF
 AE0797'GUERRA) PROCEED 8.9 MILES SOUTHWESTERLY ALONG A DIRT ROAD TO A PASTURE
 AE0797'FENCE AND A CATTLE GUARD AND SITE OF BENCH MARK.  BENCH MARK IS 14.0
 AE0797'FEET EAST OF THE EAST CORNER OF A CATTLE GUARD.  IT IS 12.0 FEET
 AE0797'SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF DIRT
 AE0797'ROAD.  MONUMENT IS 3.0 FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN
 AE0797'MARKER POST AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0855 ***********************************************************************
 AE0855  DESIGNATION -  L 772
 AE0855  PID         -  AE0855
 AE0855  STATE/COUNTY-  TX/STARR
 AE0855  USGS QUAD   -  VIBORAS (1993)
 AE0855
 AE0855                         *CURRENT SURVEY CONTROL
 AE0855  ___________________________________________________________________
 AE0855* NAD 83(1986)-  26 41 10.     (N)    098 48 04.     (W)     SCALED    
 AE0855* NAVD 88     -       115.212  (meters)     377.99   (feet)  ADJUSTED  
 AE0855  ___________________________________________________________________
 AE0855  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 AE0855  DYNAMIC HT  -         115.023 (meters)     377.37  (feet)  COMP
 AE0855  MODELED GRAV-     979,008.4   (mgal)                       NAVD 88
 AE0855
 AE0855  VERT ORDER  -  SECOND    CLASS 0
 AE0855
 AE0855.The horizontal coordinates were scaled from a topographic map and have
 AE0855.an estimated accuracy of +/- 6 seconds.
 AE0855
 AE0855.The orthometric height was determined by differential leveling
 AE0855.and adjusted by the National Geodetic Survey in June 1991..
 AE0855
 AE0855.The geoid height was determined by GEOID03.
 AE0855
 AE0855.The dynamic height is computed by dividing the NAVD 88
 AE0855.geopotential number by the normal gravity value computed on the
 AE0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0855.degrees latitude (g = 980.6199 gals.).
 AE0855
 AE0855.The modeled gravity was interpolated from observed gravity values.
 AE0855
 AE0855;                    North         East    Units  Estimated Accuracy
 AE0855;SPC TX S     - 5,112,980.      270,030.      MT  (+/- 180 meters Scaled)
 AE0855
 AE0855                          SUPERSEDED SURVEY CONTROL
 AE0855
 AE0855  NGVD 29 (??/??/92)  115.266  (m)          378.17   (f) ADJ UNCH    2 0
 AE0855
 AE0855.Superseded values are not recommended for survey control.
 AE0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0855.See file dsdata.txt to determine how the superseded data were derived.
 AE0855
 AE0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ197516(NAD 83)
 AE0855_MARKER: DB = BENCH MARK DISK
 AE0855_SETTING: 66 = SET IN ROCK OUTCROP
 AE0855_SP_SET: LIME STONE BED ROCK
 AE0855_STAMPING: L 772 1942
 AE0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE0855+STABILITY: POSITION/ELEVATION WELL
 AE0855
 AE0855  HISTORY     - Date     Condition        Report By
 AE0855  HISTORY     - 1942     MONUMENTED       CGS
 AE0855  HISTORY     - 1972     MARK NOT FOUND   USGS
 AE0855
 AE0855                          STATION DESCRIPTION
 AE0855
 AE0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0855'17.7 MI W FROM LA GLORIA.
 AE0855'TO REACH FROM THE SCHOOL BUILDING AT LA GLORIA, PROCEED 17.7 MILES
 AE0855'WESTERLY ALONG A COUNTY GRADED ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AE0855'IS HORIZONTALLY IN THE TOP OF A LARGE LIME STONE BED ROCK.  IT IS 0.1
 AE0855'MILE EAST OF A 2.5 FOOT PIPE CULVERT UNDER THE ROAD, 16.6 FEET SOUTH
 AE0855'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, 8.5 FEET NORTH
 AE0855'OF THE SOUTH RIGHT-OF-WAY FENCE.
 AE0855
 AE0855                          STATION RECOVERY (1972)
 AE0855
 AE0855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AE0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0872 ***********************************************************************
 AE0872  DESIGNATION -  L 773
 AE0872  PID         -  AE0872
 AE0872  STATE/COUNTY-  TX/STARR
 AE0872  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0872
 AE0872                         *CURRENT SURVEY CONTROL
 AE0872  ___________________________________________________________________
 AE0872* NAD 83(1986)-  26 46 16.     (N)    098 37 22.     (W)     SCALED    
 AE0872* NAVD 88     -       136.320  (meters)     447.24   (feet)  ADJUSTED  
 AE0872  ___________________________________________________________________
 AE0872  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AE0872  DYNAMIC HT  -         136.096 (meters)     446.51  (feet)  COMP
 AE0872  MODELED GRAV-     979,006.9   (mgal)                       NAVD 88
 AE0872
 AE0872  VERT ORDER  -  SECOND    CLASS 0
 AE0872
 AE0872.The horizontal coordinates were scaled from a topographic map and have
 AE0872.an estimated accuracy of +/- 6 seconds.
 AE0872
 AE0872.The orthometric height was determined by differential leveling
 AE0872.and adjusted by the National Geodetic Survey in June 1991..
 AE0872
 AE0872.The geoid height was determined by GEOID03.
 AE0872
 AE0872.The dynamic height is computed by dividing the NAVD 88
 AE0872.geopotential number by the normal gravity value computed on the
 AE0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0872.degrees latitude (g = 980.6199 gals.).
 AE0872
 AE0872.The modeled gravity was interpolated from observed gravity values.
 AE0872
 AE0872;                    North         East    Units  Estimated Accuracy
 AE0872;SPC TX S     - 5,122,370.      287,790.      MT  (+/- 180 meters Scaled)
 AE0872
 AE0872                          SUPERSEDED SURVEY CONTROL
 AE0872
 AE0872  NGVD 29 (??/??/92)  136.372  (m)          447.41   (f) ADJ UNCH    2 0
 AE0872
 AE0872.Superseded values are not recommended for survey control.
 AE0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0872.See file dsdata.txt to determine how the superseded data were derived.
 AE0872
 AE0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ375611(NAD 83)
 AE0872_MARKER: DB = BENCH MARK DISK
 AE0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0872_STAMPING: L 773 1942
 AE0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0872+STABILITY: SURFACE MOTION
 AE0872
 AE0872  HISTORY     - Date     Condition        Report By
 AE0872  HISTORY     - 1942     MONUMENTED       CGS
 AE0872
 AE0872                          STATION DESCRIPTION
 AE0872
 AE0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AE0872'8.3 MI NW FROM LA GLORIA.
 AE0872'TO REACH FROM THE INTERSECTION OF A GRAVEL ROAD LEADING NORTHWESTERLY,
 AE0872'(3.8 MILE WEST OF THE SCHOOL BUILDING AT LA GLORIA) PROCEED 4.5 MILES
 AE0872'NORTHWESTERLY ALONG GRAVEL ROAD TO SITE OF BENCH MARK. BENCH MARK IS
 AE0872'0.3 MILE NORTHWEST OF THE INTERSECTION OF A DIRT ROAD LEADING
 AE0872'SOUTHWEST, 0.2 MILE SOUTHEAST OF A CATTLE GUARD.  IT IS 31.0 FEET
 AE0872'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF GRAVEL
 AE0872'ROAD, 5.0 FEET NORTH OF A TELEPHONE POLE.  MONUMENT IS 3.0 FEET
 AE0872'SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.3
 AE0872'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0873 ***********************************************************************
 AE0873  DESIGNATION -  L 773 RESET 1950
 AE0873  PID         -  AE0873
 AE0873  STATE/COUNTY-  TX/STARR
 AE0873  USGS QUAD   -  AGUA NUEVA SE (1993)
 AE0873
 AE0873                         *CURRENT SURVEY CONTROL
 AE0873  ___________________________________________________________________
 AE0873* NAD 83(1986)-  26 46 16.     (N)    098 37 22.     (W)     SCALED    
 AE0873* NAVD 88     -       136.32   (meters)     447.2    (feet)  RESET     
 AE0873  ___________________________________________________________________
 AE0873  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 AE0873
 AE0873  VERT ORDER  -  THIRD
 AE0873
 AE0873.The horizontal coordinates were scaled from a topographic map and have
 AE0873.an estimated accuracy of +/- 6 seconds.
 AE0873
 AE0873.The orthometric height was computed from unverified reset data.
 AE0873
 AE0873.The geoid height was determined by GEOID03.
 AE0873
 AE0873;                    North         East    Units  Estimated Accuracy
 AE0873;SPC TX S     - 5,122,370.      287,790.      MT  (+/- 180 meters Scaled)
 AE0873
 AE0873                          SUPERSEDED SURVEY CONTROL
 AE0873
 AE0873.No superseded survey control is available for this station.
 AE0873
 AE0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ375611(NAD 83)
 AE0873_MARKER: DB = BENCH MARK DISK
 AE0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0873_STAMPING: L 773 RESET 1950
 AE0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0873+STABILITY: SURFACE MOTION
 AE0873
 AE0873  HISTORY     - Date     Condition        Report By
 AE0873  HISTORY     - 1950     MONUMENTED       CGS
 AE0873
 AE0873                          STATION DESCRIPTION
 AE0873
 AE0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 AE0873'7.94 MI W FROM LA GLORIA.
 AE0873'TO REACH FROM PROGRESO GIN AT LA GLORIA, PROCEED 7.94 MILES WEST AND
 AE0873'NORTHWEST ALONG F.M. HIGHWAY NO. 1017 TO THE SITE OF THE BENCH MARK--
 AE0873'BENCH MARK IS 0.16 MILE NORTHWEST OF A DIRT ROAD LEADING SOUTHWEST AND
 AE0873'F.M. HIGHWAY 1017, 0.94 MILES SOUTH OF A REINFORCED CONCRETE PIPE
 AE0873'CULVERT.  IT IS 44 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 AE0873'CENTERLINE OF THE PAVEMENT, 2.0 FEET WEST OF THE WEST RIGHT-OF-WAY
 AE0873'FENCE.  MONUMENT IS 2 FEET SOUTH OF A 4X4 IN. WHITE WITNESS POST AND
 AE0873'PROJECTS 0.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1113 ***********************************************************************
 AE1113  DESIGNATION -  L 774
 AE1113  PID         -  AE1113
 AE1113  STATE/COUNTY-  TX/ZAPATA
 AE1113  USGS QUAD   -  BECKWITH ARM (1980)
 AE1113
 AE1113                         *CURRENT SURVEY CONTROL
 AE1113  ___________________________________________________________________
 AE1113* NAD 83(1986)-  26 39 28.     (N)    099 09 43.     (W)     SCALED    
 AE1113* NAVD 88     -        82.531  (meters)     270.77   (feet)  ADJUSTED  
 AE1113  ___________________________________________________________________
 AE1113  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 AE1113  DYNAMIC HT  -          82.397 (meters)     270.33  (feet)  COMP
 AE1113  MODELED GRAV-     979,024.3   (mgal)                       NAVD 88
 AE1113
 AE1113  VERT ORDER  -  FIRST     CLASS II
 AE1113
 AE1113.The horizontal coordinates were scaled from a topographic map and have
 AE1113.an estimated accuracy of +/- 6 seconds.
 AE1113
 AE1113.The orthometric height was determined by differential leveling
 AE1113.and adjusted by the National Geodetic Survey in June 1991..
 AE1113
 AE1113.The geoid height was determined by GEOID03.
 AE1113
 AE1113.The dynamic height is computed by dividing the NAVD 88
 AE1113.geopotential number by the normal gravity value computed on the
 AE1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1113.degrees latitude (g = 980.6199 gals.).
 AE1113
 AE1113.The modeled gravity was interpolated from observed gravity values.
 AE1113
 AE1113;                    North         East    Units  Estimated Accuracy
 AE1113;SPC TX S     - 5,109,980.      234,110.      MT  (+/- 180 meters Scaled)
 AE1113
 AE1113                          SUPERSEDED SURVEY CONTROL
 AE1113
 AE1113  NGVD 29 (??/??/92)   82.572  (m)          270.90   (f) ADJ UNCH    1 2
 AE1113
 AE1113.Superseded values are not recommended for survey control.
 AE1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1113.See file dsdata.txt to determine how the superseded data were derived.
 AE1113
 AE1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ838485(NAD 83)
 AE1113_MARKER: DB = BENCH MARK DISK
 AE1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE1113_SP_SET: CULVERT
 AE1113_STAMPING: L 774 1942
 AE1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1113
 AE1113  HISTORY     - Date     Condition        Report By
 AE1113  HISTORY     - 1942     MONUMENTED       CGS
 AE1113  HISTORY     - 1956     GOOD             NGS
 AE1113  HISTORY     - 1965     MARK NOT FOUND   USGS
 AE1113
 AE1113                          STATION DESCRIPTION
 AE1113
 AE1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1113'6.7 MI NW FROM FALCON HIGHTS.
 AE1113'0.1 MILE NORTH ALONG FARM ROAD 2098 FROM THE POST OFFICE AT FALCON
 AE1113'HIGHTS, THENCE 6.6 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 83, 25 FEET
 AE1113'SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 3 FEET BELOW THE
 AE1113'LEVEL OF THE OLD HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 AE1113'SOUTHWEST HEADWALL OF A LARGE CONCRETE CULVERT.
 AE1113
 AE1113                          STATION RECOVERY (1965)
 AE1113
 AE1113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AE1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0969 ***********************************************************************
 AJ0969  DESIGNATION -  L 775 RESET 1970
 AJ0969  PID         -  AJ0969
 AJ0969  STATE/COUNTY-  TX/ZAPATA
 AJ0969  USGS QUAD   -  SAN YGNACIO (1979)
 AJ0969
 AJ0969                         *CURRENT SURVEY CONTROL
 AJ0969  ___________________________________________________________________
 AJ0969* NAD 83(1986)-  27 03 04.     (N)    099 24 53.     (W)     SCALED    
 AJ0969* NAVD 88     -       106.85   (meters)     350.6    (feet)  RESET     
 AJ0969  ___________________________________________________________________
 AJ0969  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AJ0969
 AJ0969  VERT ORDER  -  THIRD
 AJ0969
 AJ0969.The horizontal coordinates were scaled from a topographic map and have
 AJ0969.an estimated accuracy of +/- 6 seconds.
 AJ0969
 AJ0969.The orthometric height was computed from unverified reset data.
 AJ0969
 AJ0969.The geoid height was determined by GEOID03.
 AJ0969
 AJ0969;                    North         East    Units  Estimated Accuracy
 AJ0969;SPC TX S     - 5,153,710.      209,260.      MT  (+/- 180 meters Scaled)
 AJ0969
 AJ0969                          SUPERSEDED SURVEY CONTROL
 AJ0969
 AJ0969.No superseded survey control is available for this station.
 AJ0969
 AJ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ588921(NAD 83)
 AJ0969_MARKER: DB = BENCH MARK DISK
 AJ0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0969_STAMPING: L 775 RESET 1970
 AJ0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0969+STABILITY: SURFACE MOTION
 AJ0969
 AJ0969  HISTORY     - Date     Condition        Report By
 AJ0969  HISTORY     - 1970     MONUMENTED       NGS
 AJ0969  HISTORY     - 1981     MARK NOT FOUND   NGS
 AJ0969
 AJ0969                          STATION DESCRIPTION
 AJ0969
 AJ0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AJ0969'2.0 MI NE FROM SAN YGNACIO.
 AJ0969'ABOUT 2.0 MILES NORTHEAST ALONG FARM-TO-MARKET ROAD F.M. 3169 FROM THE
 AJ0969'CATHOLIC CHURCH AT SAN YGNACIO, ZAPATA COUNTY, TEXAS, 61 FEET
 AJ0969'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTHEAST OF THE
 AJ0969'RIGHT-OF-WAY FENCE, 2-1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 AJ0969'POST, AND 1.6 FEET LOWER THAN THE ROAD.  A C AND GS DISK, STAMPED L
 AJ0969'775 RESET 1970 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 AJ0969'FOOT ABOVE GROUND.
 AJ0969
 AJ0969                          STATION RECOVERY (1981)
 AJ0969
 AJ0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AJ0969'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0128 ***********************************************************************
 AB0128  DESIGNATION -  L 776
 AB0128  PID         -  AB0128
 AB0128  STATE/COUNTY-  TX/CAMERON
 AB0128  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0128
 AB0128                         *CURRENT SURVEY CONTROL
 AB0128  ___________________________________________________________________
 AB0128* NAD 83(1986)-  25 54 31.     (N)    097 22 52.     (W)     SCALED    
 AB0128* NAVD 88     -         3.086  (meters)      10.12   (feet)  ADJUSTED  
 AB0128  ___________________________________________________________________
 AB0128  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 AB0128  DYNAMIC HT  -           3.081 (meters)      10.11  (feet)  COMP
 AB0128  MODELED GRAV-     979,040.3   (mgal)                       NAVD 88
 AB0128
 AB0128  VERT ORDER  -  SECOND    CLASS 0
 AB0128
 AB0128.The horizontal coordinates were scaled from a topographic map and have
 AB0128.an estimated accuracy of +/- 6 seconds.
 AB0128
 AB0128.The orthometric height was determined by differential leveling
 AB0128.and adjusted by the National Geodetic Survey in June 1991..
 AB0128
 AB0128.The geoid height was determined by GEOID03.
 AB0128
 AB0128.The dynamic height is computed by dividing the NAVD 88
 AB0128.geopotential number by the normal gravity value computed on the
 AB0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0128.degrees latitude (g = 980.6199 gals.).
 AB0128
 AB0128.The modeled gravity was interpolated from observed gravity values.
 AB0128
 AB0128;                    North         East    Units  Estimated Accuracy
 AB0128;SPC TX S     - 5,027,300.      412,110.      MT  (+/- 180 meters Scaled)
 AB0128
 AB0128                          SUPERSEDED SURVEY CONTROL
 AB0128
 AB0128  NGVD 29 (??/??/92)    3.183  (m)           10.44   (f) ADJ UNCH    2 0
 AB0128
 AB0128.Superseded values are not recommended for survey control.
 AB0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0128.See file dsdata.txt to determine how the superseded data were derived.
 AB0128
 AB0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP621665(NAD 83)
 AB0128_MARKER: DB = BENCH MARK DISK
 AB0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB0128_SP_SET: CULVERT
 AB0128_STAMPING: L 776 1942
 AB0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB0128
 AB0128  HISTORY     - Date     Condition        Report By
 AB0128  HISTORY     - 1942     MONUMENTED       CGS
 AB0128  HISTORY     - 1950     GOOD             NGS
 AB0128
 AB0128                          STATION DESCRIPTION
 AB0128
 AB0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0128'8.4 MI NE FROM BROWNSVILLE.
 AB0128'TO REACH FROM INTERSECTION OF TEXAS STATE HIGHWAYS NO. 4 (E 14TH
 AB0128'STREET) AND NO. 48 (BOCA CHICA BLVD) IN BROWNSVILLE, PROCEED E. ON
 AB0128'HIGHWAY NO. 4 FOR 5.8 MILES TO A CROSSROADS, TURN S. ON OKLAHOMA
 AB0128'AVENUE 0.6 MILE TO A CONCRETE CULVERT AND SITE OF MARK.  BENCH MARK IS
 AB0128'APPROXIMATELY 200 FT. N. OF A LARGE TWO STORY HOUSE, 36 FEET E. OF AND
 AB0128'APPROXIMATELY 5.0 FEET BELOW THE CENTERLINE OF THE ROAD, AND SET
 AB0128'HORIZONTALLY IN THE TOP OF THE N. END OF THE E. HEADWALL OF THE
 AB0128'CULVERT.  A STANDARD DISK SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0103 ***********************************************************************
 AB0103  DESIGNATION -  L 777
 AB0103  PID         -  AB0103
 AB0103  STATE/COUNTY-  TX/CAMERON
 AB0103  USGS QUAD   -  EAST BROWNSVILLE (1983)
 AB0103
 AB0103                         *CURRENT SURVEY CONTROL
 AB0103  ___________________________________________________________________
 AB0103* NAD 83(1986)-  25 53 46.     (N)    097 28 24.     (W)     SCALED    
 AB0103* NAVD 88     -         9.857  (meters)      32.34   (feet)  ADJUSTED  
 AB0103  ___________________________________________________________________
 AB0103  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 AB0103  DYNAMIC HT  -           9.841 (meters)      32.29  (feet)  COMP
 AB0103  MODELED GRAV-     979,027.1   (mgal)                       NAVD 88
 AB0103
 AB0103  VERT ORDER  -  SECOND    CLASS 0
 AB0103
 AB0103.The horizontal coordinates were scaled from a topographic map and have
 AB0103.an estimated accuracy of +/- 6 seconds.
 AB0103
 AB0103.The orthometric height was determined by differential leveling
 AB0103.and adjusted by the National Geodetic Survey in June 1991..
 AB0103
 AB0103.The geoid height was determined by GEOID03.
 AB0103
 AB0103.The dynamic height is computed by dividing the NAVD 88
 AB0103.geopotential number by the normal gravity value computed on the
 AB0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0103.degrees latitude (g = 980.6199 gals.).
 AB0103
 AB0103.The modeled gravity was interpolated from observed gravity values.
 AB0103
 AB0103;                    North         East    Units  Estimated Accuracy
 AB0103;SPC TX S     - 5,025,840.      402,890.      MT  (+/- 180 meters Scaled)
 AB0103
 AB0103                          SUPERSEDED SURVEY CONTROL
 AB0103
 AB0103  NGVD 29 (??/??/92)    9.947  (m)           32.63   (f) ADJ UNCH    2 0
 AB0103
 AB0103.Superseded values are not recommended for survey control.
 AB0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0103.See file dsdata.txt to determine how the superseded data were derived.
 AB0103
 AB0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPP529650(NAD 83)
 AB0103_MARKER: DD = SURVEY DISK
 AB0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0103_STAMPING: L 777 1942
 AB0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0103+STABILITY: SURFACE MOTION
 AB0103
 AB0103  HISTORY     - Date     Condition        Report By
 AB0103  HISTORY     - 1942     MONUMENTED       IBC
 AB0103  HISTORY     - 1950     GOOD             NGS
 AB0103
 AB0103                          STATION DESCRIPTION
 AB0103
 AB0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 AB0103'1.9 MI SE FROM BROWNSVILLE.
 AB0103'TO REACH FROM INTERSECTION OF E 14TH STREET AND EAST TYLER STREET IN
 AB0103'BROWNSVILLE, PROCEED SE. ON EAST TYLER STREET FOR 1.3 MILES TO SITE OF
 AB0103'BENCH MARK.  BENCH MARK IS APPROXIMATELY 0.1 MILE E. OF THE CENTER OF
 AB0103'A CURVE.  66 FEET N. OF AND APPROXIMATELY 8.0 FT. BELOW THE CENTERLINE
 AB0103'OF THE ROAD ON TOP OF THE LEVEE, AND 33 FT. S. OF THE CENTERLINE OF A
 AB0103'ROAD PARALLELING THE LEVEE.  AN I.B.C. DISK SET IN CONCRETE POST
 AB0103'PROJECTING 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0582 ***********************************************************************
 AJ0582  DESIGNATION -  L 778 RESET 1968
 AJ0582  PID         -  AJ0582
 AJ0582  STATE/COUNTY-  TX/JIM HOGG
 AJ0582  USGS QUAD   -  MC CAMPBELL RANCH (1972)
 AJ0582
 AJ0582                         *CURRENT SURVEY CONTROL
 AJ0582  ___________________________________________________________________
 AJ0582* NAD 83(1986)-  27 12 53.     (N)    098 44 31.     (W)     SCALED    
 AJ0582* NAVD 88     -       185.34   (meters)     608.1    (feet)  RESET     
 AJ0582  ___________________________________________________________________
 AJ0582  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AJ0582
 AJ0582  VERT ORDER  -  THIRD
 AJ0582
 AJ0582.The horizontal coordinates were scaled from a topographic map and have
 AJ0582.an estimated accuracy of +/- 6 seconds.
 AJ0582
 AJ0582.The orthometric height was computed from unverified reset data.
 AJ0582
 AJ0582.The geoid height was determined by GEOID03.
 AJ0582
 AJ0582;                    North         East    Units  Estimated Accuracy
 AJ0582;SPC TX S     - 5,171,540.      276,030.      MT  (+/- 180 meters Scaled)
 AJ0582
 AJ0582                          SUPERSEDED SURVEY CONTROL
 AJ0582
 AJ0582.No superseded survey control is available for this station.
 AJ0582
 AJ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR255102(NAD 83)
 AJ0582_MARKER: DB = BENCH MARK DISK
 AJ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0582_STAMPING: L 778 RESET 1968
 AJ0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0582+STABILITY: SURFACE MOTION
 AJ0582
 AJ0582  HISTORY     - Date     Condition        Report By
 AJ0582  HISTORY     - 1968     MONUMENTED       CGS
 AJ0582
 AJ0582                          STATION DESCRIPTION
 AJ0582
 AJ0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AJ0582'7.8 MI SW FROM HEBBRONVILLE.
 AJ0582'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAYS 16-285 FROM THERE JUNCTION
 AJ0582'WITH STATE HIGHWAY 359 IN HEBBRONVILLE, THENCE 7.4 MILES SOUTHWEST
 AJ0582'ALONG STATE HIGHWAY 16 TO SITE OF BENCH MARK, 60 FEET EAST OF THE
 AJ0582'CENTER LINE OF STATE HIGHWAY 16, 1 FOOT SOUTH OF A METAL WITNESS POST,
 AJ0582'6 INCHES WEST OF THE RIGHT-OF-WAY FENCE, AND AT TEXAS HIGHWAY
 AJ0582'DEPARTMENT STATION 2496 + 46.  A C AND GS BENCH MARK DISK SET IN A 10
 AJ0582'X 10 IN. CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 AJ0582'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0621 ***********************************************************************
 AJ0621  DESIGNATION -  L 779
 AJ0621  PID         -  AJ0621
 AJ0621  STATE/COUNTY-  TX/WEBB
 AJ0621  USGS QUAD   -  MIRANDO CITY (1980)
 AJ0621
 AJ0621                         *CURRENT SURVEY CONTROL
 AJ0621  ___________________________________________________________________
 AJ0621* NAD 83(1986)-  27 24 54.     (N)    099 00 01.     (W)     SCALED    
 AJ0621* NAVD 88     -       234.027  (meters)     767.80   (feet)  POSTED    
 AJ0621  ___________________________________________________________________
 AJ0621  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AJ0621  DYNAMIC HT  -         233.650 (meters)     766.57  (feet)  COMP
 AJ0621  MODELED GRAV-     979,042.1   (mgal)                       NAVD 88
 AJ0621
 AJ0621  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 AJ0621
 AJ0621.The horizontal coordinates were scaled from a topographic map and have
 AJ0621.an estimated accuracy of +/- 6 seconds.
 AJ0621
 AJ0621.The orthometric height was determined by differential leveling
 AJ0621.and adjusted by the National Geodetic Survey in 1992..
 AJ0621.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 AJ0621.rate of 1.1 thru 2.0 mm/km.
 AJ0621
 AJ0621.The geoid height was determined by GEOID03.
 AJ0621
 AJ0621.The dynamic height is computed by dividing the NAVD 88
 AJ0621.geopotential number by the normal gravity value computed on the
 AJ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0621.degrees latitude (g = 980.6199 gals.).
 AJ0621
 AJ0621.The modeled gravity was interpolated from observed gravity values.
 AJ0621
 AJ0621;                    North         East    Units  Estimated Accuracy
 AJ0621;SPC TX S     - 5,193,800.      250,530.      MT  (+/- 180 meters Scaled)
 AJ0621
 AJ0621                          SUPERSEDED SURVEY CONTROL
 AJ0621
 AJ0621  NGVD 29 (??/??/92)  234.048  (m)          767.87   (f) ADJ UNCH    2 0
 AJ0621
 AJ0621.Superseded values are not recommended for survey control.
 AJ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0621.See file dsdata.txt to determine how the superseded data were derived.
 AJ0621
 AJ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR999324(NAD 83)
 AJ0621_MARKER: DB = BENCH MARK DISK
 AJ0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0621_STAMPING: L 779 1943
 AJ0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0621+STABILITY: SURFACE MOTION
 AJ0621
 AJ0621  HISTORY     - Date     Condition        Report By
 AJ0621  HISTORY     - 1943     MONUMENTED       CGS
 AJ0621  HISTORY     - 1974     MARK NOT FOUND   USGS
 AJ0621
 AJ0621                          STATION DESCRIPTION
 AJ0621
 AJ0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0621'1.6 MI S FROM MIRANDO CITY.
 AJ0621'TO REACH FROM THE POST OFFICE AT MIRANDO CITY, PROCEED SOUTHERLY ON
 AJ0621'PAVED ROAD AND GO 1.6 MILES TO SITE OF BENCH MARK.  BENCH MARK IS
 AJ0621'ABOUT MIDWAY BETWEEN TWO SMALL BRIDGES ABOUT 0.1 MILE APART.  50 FEET
 AJ0621'EAST OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE ROAD.  3.0 FEET
 AJ0621'NORTH OF A 4 BY 4 INCH WOODEN MARKER POST.
 AJ0621
 AJ0621                          STATION RECOVERY (1974)
 AJ0621
 AJ0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 AJ0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BO0032 ***********************************************************************
 BO0032  DESIGNATION -  L 78
 BO0032  PID         -  BO0032
 BO0032  STATE/COUNTY-  TX/EDWARDS
 BO0032  USGS QUAD   -  ROCKSPRINGS (1987)
 BO0032
 BO0032                         *CURRENT SURVEY CONTROL
 BO0032  ___________________________________________________________________
 BO0032* NAD 83(1986)-  30 04 33.     (N)    100 11 30.     (W)     SCALED    
 BO0032* NAVD 88     -       682.296  (meters)    2238.50   (feet)  ADJUSTED  
 BO0032  ___________________________________________________________________
 BO0032  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 BO0032  DYNAMIC HT  -         681.284 (meters)    2235.18  (feet)  COMP
 BO0032  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 BO0032
 BO0032  VERT ORDER  -  FIRST     CLASS II
 BO0032
 BO0032.The horizontal coordinates were scaled from a topographic map and have
 BO0032.an estimated accuracy of +/- 6 seconds.
 BO0032
 BO0032.The orthometric height was determined by differential leveling
 BO0032.and adjusted by the National Geodetic Survey in June 1991..
 BO0032
 BO0032.The geoid height was determined by GEOID03.
 BO0032
 BO0032.The dynamic height is computed by dividing the NAVD 88
 BO0032.geopotential number by the normal gravity value computed on the
 BO0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BO0032.degrees latitude (g = 980.6199 gals.).
 BO0032
 BO0032.The modeled gravity was interpolated from observed gravity values.
 BO0032
 BO0032;                    North         East    Units  Estimated Accuracy
 BO0032;SPC TXSC     - 4,249,120.      485,120.      MT  (+/- 180 meters Scaled)
 BO0032
 BO0032                          SUPERSEDED SURVEY CONTROL
 BO0032
 BO0032  NGVD 29 (??/??/92)  682.236  (m)         2238.30   (f) ADJ UNCH    1 2
 BO0032
 BO0032.Superseded values are not recommended for survey control.
 BO0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BO0032.See file dsdata.txt to determine how the superseded data were derived.
 BO0032
 BO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLU851277(NAD 83)
 BO0032_MARKER: DB = BENCH MARK DISK
 BO0032_SETTING: 66 = SET IN ROCK OUTCROP
 BO0032_SP_SET: OUTCROP
 BO0032_STAMPING: 2238.303 L 78 1931
 BO0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BO0032+STABILITY: POSITION/ELEVATION WELL
 BO0032
 BO0032  HISTORY     - Date     Condition        Report By
 BO0032  HISTORY     - 1931     MONUMENTED       CGS
 BO0032  HISTORY     - 1971     MARK NOT FOUND   USGS
 BO0032
 BO0032                          STATION DESCRIPTION
 BO0032
 BO0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 BO0032'4.5 MI NE FROM ROCK SPRINGS.
 BO0032'4.5 MILES NORTHEAST ALONG STATE HIGHWAY 29 FROM ROCKSPRINGS, EDWARDS
 BO0032'COUNTY, AT THE BOTTOM OF A LONG GRADE, 30 FEET EAST OF THE HIGHWAY, 7
 BO0032'FEET WEST OF A FENCE, AND IN THE TOP OF A FLAT ROCK OUTCROP A STANDARD
 BO0032'DISK, STAMPED 2238.303 L 78 1931.
 BO0032
 BO0032                          STATION RECOVERY (1971)
 BO0032
 BO0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BO0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0681 ***********************************************************************
 AJ0681  DESIGNATION -  L 780
 AJ0681  PID         -  AJ0681
 AJ0681  STATE/COUNTY-  TX/JIM HOGG
 AJ0681  USGS QUAD   -  ARMSTRONG RANCH (1972)
 AJ0681
 AJ0681                         *CURRENT SURVEY CONTROL
 AJ0681  ___________________________________________________________________
 AJ0681* NAD 83(1986)-  27 14 30.     (N)    098 49 07.     (W)     SCALED    
 AJ0681* NAVD 88     -       224.829  (meters)     737.63   (feet)  POSTED    
 AJ0681  ___________________________________________________________________
 AJ0681  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 AJ0681  DYNAMIC HT  -         224.470 (meters)     736.45  (feet)  COMP
 AJ0681  MODELED GRAV-     979,025.1   (mgal)                       NAVD 88
 AJ0681
 AJ0681  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 AJ0681
 AJ0681.The horizontal coordinates were scaled from a topographic map and have
 AJ0681.an estimated accuracy of +/- 6 seconds.
 AJ0681
 AJ0681.The orthometric height was determined by differential leveling
 AJ0681.and adjusted by the National Geodetic Survey in 1992..
 AJ0681.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 AJ0681.rate of 0.0 thru 1.0 mm/km.
 AJ0681
 AJ0681.The geoid height was determined by GEOID03.
 AJ0681
 AJ0681.The dynamic height is computed by dividing the NAVD 88
 AJ0681.geopotential number by the normal gravity value computed on the
 AJ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0681.degrees latitude (g = 980.6199 gals.).
 AJ0681
 AJ0681.The modeled gravity was interpolated from observed gravity values.
 AJ0681
 AJ0681;                    North         East    Units  Estimated Accuracy
 AJ0681;SPC TX S     - 5,174,540.      268,450.      MT  (+/- 180 meters Scaled)
 AJ0681
 AJ0681                          SUPERSEDED SURVEY CONTROL
 AJ0681
 AJ0681  NGVD 29 (??/??/92)  224.850  (m)          737.70   (f) ADJ UNCH    2 0
 AJ0681
 AJ0681.Superseded values are not recommended for survey control.
 AJ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0681.See file dsdata.txt to determine how the superseded data were derived.
 AJ0681
 AJ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNR179132(NAD 83)
 AJ0681_MARKER: DB = BENCH MARK DISK
 AJ0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0681_STAMPING: L 780 1943
 AJ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0681+STABILITY: SURFACE MOTION
 AJ0681
 AJ0681  HISTORY     - Date     Condition        Report By
 AJ0681  HISTORY     - 1943     MONUMENTED       CGS
 AJ0681
 AJ0681                          STATION DESCRIPTION
 AJ0681
 AJ0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0681'12.5 MI SW FROM HEBBRONVILLE.
 AJ0681'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NUMBERS 59 AND 285 AT
 AJ0681'HEBBRONVILLE, PROCEED SOUTHERLY ON STATE HIGHWAY NUMBER 285, GO 0.4
 AJ0681'MILE.  TURN SOUTHWESTERLY (RIGHT) ONTO ROAD TO RANDADO, GO 1.6 MILES.
 AJ0681'TURN WESTERLY (RIGHT) ONTO ROAD TO THOMPSONVILLE AND GO 10.5 MILES TO
 AJ0681'A NORTHEAST-SOUTHWEST FENCE AND SITE OF BENCH MARK.  BENCH MARK IS
 AJ0681'ABOUT 500 FEET NORTHEAST OF A WINDMILL.  50 FEET SOUTH OF AND ABOUT
 AJ0681'1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  3.0 FEET NORTHEAST OF A 4
 AJ0681'BY 4 INCH WOODEN MARKER POST.  AND 1.0 FOOT NORTHWEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0551 ***********************************************************************
 AJ0551  DESIGNATION -  L 781
 AJ0551  PID         -  AJ0551
 AJ0551  STATE/COUNTY-  TX/JIM HOGG
 AJ0551  USGS QUAD   -  ALTA VISTA RANCH SW (1972)
 AJ0551
 AJ0551                         *CURRENT SURVEY CONTROL
 AJ0551  ___________________________________________________________________
 AJ0551* NAD 83(1986)-  27 00 06.     (N)    098 39 32.     (W)     SCALED    
 AJ0551* NAVD 88     -       150.239  (meters)     492.91   (feet)  ADJUSTED  
 AJ0551  ___________________________________________________________________
 AJ0551  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AJ0551  DYNAMIC HT  -         149.995 (meters)     492.11  (feet)  COMP
 AJ0551  MODELED GRAV-     979,020.6   (mgal)                       NAVD 88
 AJ0551
 AJ0551  VERT ORDER  -  SECOND    CLASS 0
 AJ0551
 AJ0551.The horizontal coordinates were scaled from a topographic map and have
 AJ0551.an estimated accuracy of +/- 6 seconds.
 AJ0551
 AJ0551.The orthometric height was determined by differential leveling
 AJ0551.and adjusted by the National Geodetic Survey in June 1991..
 AJ0551
 AJ0551.The geoid height was determined by GEOID03.
 AJ0551
 AJ0551.The dynamic height is computed by dividing the NAVD 88
 AJ0551.geopotential number by the normal gravity value computed on the
 AJ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0551.degrees latitude (g = 980.6199 gals.).
 AJ0551
 AJ0551.The modeled gravity was interpolated from observed gravity values.
 AJ0551
 AJ0551;                    North         East    Units  Estimated Accuracy
 AJ0551;SPC TX S     - 5,147,920.      284,230.      MT  (+/- 180 meters Scaled)
 AJ0551
 AJ0551                          SUPERSEDED SURVEY CONTROL
 AJ0551
 AJ0551  NGVD 29 (??/??/92)  150.274  (m)          493.02   (f) ADJ UNCH    2 0
 AJ0551
 AJ0551.Superseded values are not recommended for survey control.
 AJ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0551.See file dsdata.txt to determine how the superseded data were derived.
 AJ0551
 AJ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ338866(NAD 83)
 AJ0551_MARKER: DB = BENCH MARK DISK
 AJ0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0551_STAMPING: L 781 1943
 AJ0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0551+STABILITY: SURFACE MOTION
 AJ0551
 AJ0551  HISTORY     - Date     Condition        Report By
 AJ0551  HISTORY     - 1943     MONUMENTED       CGS
 AJ0551  HISTORY     - 1972     MARK NOT FOUND   USGS
 AJ0551
 AJ0551                          STATION DESCRIPTION
 AJ0551
 AJ0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0551'0.8 MI E FROM PALANGANA RANCH.
 AJ0551'TO REACH FROM THE PALANGANA RANCH HEADQUARTERS, PROCEED EASTERLY ON
 AJ0551'TRACK ROAD AND GO 0.8 MILE TO TOP OF A SMALL HILL AND SITE OF BENCH
 AJ0551'MARK.  BENCH MARK IS 4.7 MILES WEST OF THE INTERSECTION OF THE
 AJ0551'PALANGANA RANCH ROAD AND THE ROAD TO AGUA NUEVA.  21 FEET NORTH OF AND
 AJ0551'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.  AND 3.0 FEET WEST OF
 AJ0551'A 4 BY 4 INCH WOODEN MARKER POST.
 AJ0551
 AJ0551                          STATION RECOVERY (1972)
 AJ0551
 AJ0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 AJ0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0944 ***********************************************************************
 AE0944  DESIGNATION -  L 783
 AE0944  PID         -  AE0944
 AE0944  STATE/COUNTY-  TX/STARR
 AE0944  USGS QUAD   -  CUEVITAS (1972)
 AE0944
 AE0944                         *CURRENT SURVEY CONTROL
 AE0944  ___________________________________________________________________
 AE0944* NAD 83(1986)-  26 48 00.     (N)    098 48 34.     (W)     SCALED    
 AE0944* NAVD 88     -       171.086  (meters)     561.30   (feet)  ADJUSTED  
 AE0944  ___________________________________________________________________
 AE0944  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 AE0944  DYNAMIC HT  -         170.805 (meters)     560.38  (feet)  COMP
 AE0944  MODELED GRAV-     979,002.3   (mgal)                       NAVD 88
 AE0944
 AE0944  VERT ORDER  -  SECOND    CLASS 0
 AE0944
 AE0944.The horizontal coordinates were scaled from a topographic map and have
 AE0944.an estimated accuracy of +/- 6 seconds.
 AE0944
 AE0944.The orthometric height was determined by differential leveling
 AE0944.and adjusted by the National Geodetic Survey in June 1991..
 AE0944
 AE0944.The geoid height was determined by GEOID03.
 AE0944
 AE0944.The dynamic height is computed by dividing the NAVD 88
 AE0944.geopotential number by the normal gravity value computed on the
 AE0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0944.degrees latitude (g = 980.6199 gals.).
 AE0944
 AE0944.The modeled gravity was interpolated from observed gravity values.
 AE0944
 AE0944;                    North         East    Units  Estimated Accuracy
 AE0944;SPC TX S     - 5,125,600.      269,240.      MT  (+/- 180 meters Scaled)
 AE0944
 AE0944                          SUPERSEDED SURVEY CONTROL
 AE0944
 AE0944  NGVD 29 (??/??/92)  171.126  (m)          561.44   (f) ADJ UNCH    2 0
 AE0944
 AE0944.Superseded values are not recommended for survey control.
 AE0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0944.See file dsdata.txt to determine how the superseded data were derived.
 AE0944
 AE0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ189642(NAD 83)
 AE0944_MARKER: DB = BENCH MARK DISK
 AE0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0944_STAMPING: L 783 1943
 AE0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0944+STABILITY: SURFACE MOTION
 AE0944
 AE0944  HISTORY     - Date     Condition        Report By
 AE0944  HISTORY     - 1943     MONUMENTED       CGS
 AE0944
 AE0944                          STATION DESCRIPTION
 AE0944
 AE0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0944'4.2 MI NE FROM VIBORAS.
 AE0944'TO REACH FROM THE POST OFFICE AT VIBORAS, PROCEED NORTHEASTERLY ON A
 AE0944'TRACK ROAD TO THE A. C. JONES RANCH AND GO 4.2 MILES TO A FORK IN THE
 AE0944'ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 0.9 MILE SOUTHWEST OF A
 AE0944'LOCKED GATE.  ABOUT 300 FEET SOUTHWEST OF THE INTERSECTION OF A TRACK
 AE0944'ROAD LEADING NORTH.  12 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS
 AE0944'THE CENTERLINE OF THE ROAD.  AND 3.0 FEET WEST OF A 4 BY 4 INCH WOODEN
 AE0944'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1324 ***********************************************************************
 AX1324  DESIGNATION -  L 784
 AX1324  PID         -  AX1324
 AX1324  STATE/COUNTY-  TX/BASTROP
 AX1324  USGS QUAD   -  ROSANKY (1981)
 AX1324
 AX1324                         *CURRENT SURVEY CONTROL
 AX1324  ___________________________________________________________________
 AX1324* NAD 83(1986)-  29 56 21.     (N)    097 21 53.     (W)     SCALED    
 AX1324* NAVD 88     -       138.61   (+/-2cm)     454.8    (feet)  VERTCON   
 AX1324  ___________________________________________________________________
 AX1324  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX1324
 AX1324  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX1324
 AX1324.The horizontal coordinates were scaled from a topographic map and have
 AX1324.an estimated accuracy of +/- 6 seconds.
 AX1324
 AX1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1324.The vertical order pertains to the NGVD 29 superseded value.
 AX1324
 AX1324.The geoid height was determined by GEOID03.
 AX1324
 AX1324;                    North         East    Units  Estimated Accuracy
 AX1324;SPC TX C     - 3,034,030.      986,590.      MT  (+/- 180 meters Scaled)
 AX1324
 AX1324                          SUPERSEDED SURVEY CONTROL
 AX1324
 AX1324  NGVD 29 (??/??/92)  138.544  (m)          454.54   (f) ADJ UNCH    1 2
 AX1324
 AX1324.Superseded values are not recommended for survey control.
 AX1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1324.See file dsdata.txt to determine how the superseded data were derived.
 AX1324
 AX1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU578131(NAD 83)
 AX1324_MARKER: DB = BENCH MARK DISK
 AX1324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1324_SP_SET: CULVERT
 AX1324_STAMPING: L 784 1943
 AX1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1324
 AX1324  HISTORY     - Date     Condition        Report By
 AX1324  HISTORY     - 1943     MONUMENTED       CGS
 AX1324
 AX1324                          STATION DESCRIPTION
 AX1324
 AX1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1324'4.7 MI W FROM ROSANKY.
 AX1324'4.7 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 AX1324'STATION AT ROSANKY, 0.5 MILE WEST OF THE STATION SIGN AT JORDAN, 0.15
 AX1324'MILE WEST OF MILEPOST 15, AT A LARGE CONCRETE CULVERT, IN THE TOP OF
 AX1324'THE WEST END OF THE NORTH HEADWALL, 30 FEET NORTH OF THE CENTERLINE OF
 AX1324'THE TRACK, AND 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 AX1324'L 784 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2131 ***********************************************************************
 AX2131  DESIGNATION -  L 785
 AX2131  PID         -  AX2131
 AX2131  STATE/COUNTY-  TX/CALDWELL
 AX2131  USGS QUAD   -  LOCKHART NORTH (1994)
 AX2131
 AX2131                         *CURRENT SURVEY CONTROL
 AX2131  ___________________________________________________________________
 AX2131* NAD 83(1986)-  29 53 06.     (N)    097 39 55.     (W)     SCALED    
 AX2131* NAVD 88     -       146.41   (+/-2cm)     480.3    (feet)  VERTCON   
 AX2131  ___________________________________________________________________
 AX2131  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2131
 AX2131  VERT ORDER  -  FIRST     CLASS II (See Below)
 AX2131
 AX2131.The horizontal coordinates were scaled from a topographic map and have
 AX2131.an estimated accuracy of +/- 6 seconds.
 AX2131
 AX2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2131.The vertical order pertains to the NGVD 29 superseded value.
 AX2131
 AX2131.The geoid height was determined by GEOID03.
 AX2131
 AX2131;                    North         East    Units  Estimated Accuracy
 AX2131;SPC TXSC     - 4,228,120.      728,920.      MT  (+/- 180 meters Scaled)
 AX2131
 AX2131                          SUPERSEDED SURVEY CONTROL
 AX2131
 AX2131  NGVD 29 (??/??/92)  146.336  (m)          480.10   (f) ADJ UNCH    1 2
 AX2131
 AX2131.Superseded values are not recommended for survey control.
 AX2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2131.See file dsdata.txt to determine how the superseded data were derived.
 AX2131
 AX2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU288067(NAD 83)
 AX2131_MARKER: DB = BENCH MARK DISK
 AX2131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2131_SP_SET: PIER
 AX2131_STAMPING: L 785 1943
 AX2131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2131+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AX2131
 AX2131  HISTORY     - Date     Condition        Report By
 AX2131  HISTORY     - 1943     MONUMENTED       CGS
 AX2131  HISTORY     - 1959     GOOD             NGS
 AX2131  HISTORY     - 19870615 MARK NOT FOUND   USPSQD
 AX2131  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2131  HISTORY     - 19990925 GOOD             USPSQD
 AX2131  HISTORY     - 20050222 GOOD             USPSQD
 AX2131  HISTORY     - 20060429 GOOD             USPSQD
 AX2131
 AX2131                          STATION DESCRIPTION
 AX2131
 AX2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2131'IN LOCKHART.
 AX2131'AT LOCKHART, 0.6 MILE SOUTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 AX2131'RAILROAD FROM THE STATION, 0.1 MILE SOUTHEAST OF MILEPOST 36, 100 FEET
 AX2131'SOUTHEAST OF THE CENTER OF THE CROSSING OF A ROAD LEADING TO DALE, 42
 AX2131'FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF THE NORTH END
 AX2131'OF A CONCRETE PIER SUPPORTING A WATER MAIN ACROSS A SMALL CREEK, AND
 AX2131'1.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 785 1943.
 AX2131
 AX2131                          STATION RECOVERY (1987)
 AX2131
 AX2131'RECOVERY NOTE BY US POWER SQUADRON 1987 (RV)
 AX2131'MARK NOT FOUND.
 AX2131
 AX2131                          STATION RECOVERY (1990)
 AX2131
 AX2131'RECOVERY NOTE BY US POWER SQUADRON 1990 (CAG)
 AX2131'MARK NOT FOUND.
 AX2131
 AX2131                          STATION RECOVERY (1999)
 AX2131
 AX2131'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2131'RECOVERED IN GOOD CONDITION.
 AX2131
 AX2131                          STATION RECOVERY (2005)
 AX2131
 AX2131'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2131'RECOVERED IN GOOD CONDITION.
 AX2131
 AX2131                          STATION RECOVERY (2006)
 AX2131
 AX2131'RECOVERY NOTE BY US POWER SQUADRON 2006 (SRS)
 AX2131'THIS MARK IS EASILY FOUND AND HAS A CLEAR VIEW OF THE SKY FOR GPS BUT
 AX2131'WOULD REQUIRE AN AWKWARD TRIPOD SETUP (OR ECCENTRIC POINT) FOR GPS
 AX2131'OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2164 ***********************************************************************
 AX2164  DESIGNATION -  L 786
 AX2164  PID         -  AX2164
 AX2164  STATE/COUNTY-  TX/HAYS
 AX2164  USGS QUAD   -  SAN MARCOS SOUTH (1994)
 AX2164
 AX2164                         *CURRENT SURVEY CONTROL
 AX2164  ___________________________________________________________________
 AX2164* NAD 83(1986)-  29 50 37.     (N)    097 58 36.     (W)     SCALED    
 AX2164* NAVD 88     -       200.181  (meters)     656.76   (feet)  ADJUSTED  
 AX2164  ___________________________________________________________________
 AX2164  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AX2164  DYNAMIC HT  -         199.898 (meters)     655.83  (feet)  COMP
 AX2164  MODELED GRAV-     979,224.1   (mgal)                       NAVD 88
 AX2164
 AX2164  VERT ORDER  -  FIRST     CLASS II
 AX2164
 AX2164.The horizontal coordinates were scaled from a topographic map and have
 AX2164.an estimated accuracy of +/- 6 seconds.
 AX2164
 AX2164.The orthometric height was determined by differential leveling
 AX2164.and adjusted by the National Geodetic Survey in June 1991..
 AX2164
 AX2164.The geoid height was determined by GEOID03.
 AX2164
 AX2164.The dynamic height is computed by dividing the NAVD 88
 AX2164.geopotential number by the normal gravity value computed on the
 AX2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX2164.degrees latitude (g = 980.6199 gals.).
 AX2164
 AX2164.The modeled gravity was interpolated from observed gravity values.
 AX2164
 AX2164;                    North         East    Units  Estimated Accuracy
 AX2164;SPC TXSC     - 4,223,230.      698,880.      MT  (+/- 180 meters Scaled)
 AX2164
 AX2164                          SUPERSEDED SURVEY CONTROL
 AX2164
 AX2164  NGVD 29 (??/??/92)  200.096  (m)          656.48   (f) ADJ UNCH    1 2
 AX2164
 AX2164.Superseded values are not recommended for survey control.
 AX2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2164.See file dsdata.txt to determine how the superseded data were derived.
 AX2164
 AX2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU988018(NAD 83)
 AX2164_MARKER: DB = BENCH MARK DISK
 AX2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2164_STAMPING: L 786 1943
 AX2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2164+STABILITY: SURFACE MOTION
 AX2164
 AX2164  HISTORY     - Date     Condition        Report By
 AX2164  HISTORY     - 1943     MONUMENTED       CGS
 AX2164  HISTORY     - 1959     MARK NOT FOUND   NGS
 AX2164  HISTORY     - 1980     MARK NOT FOUND   NGS
 AX2164  HISTORY     - 19880321 GOOD             USPSQD
 AX2164  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2164  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2164  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2164
 AX2164                          STATION DESCRIPTION
 AX2164
 AX2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 AX2164'3.4 MI SW FROM SAN MARCOS.
 AX2164'3.4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 AX2164'STATION AT SAN MARCOS, ABOUT 150 FEET SOUTHWEST OF MILEPOST 213, AT A
 AX2164'ROAD CROSSING, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 48
 AX2164'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTHEAST OF THE
 AX2164'RIGHT-OF-WAY FENCE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 AX2164'AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 786
 AX2164'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX2164'GROUND.
 AX2164
 AX2164                          STATION RECOVERY (1980)
 AX2164
 AX2164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AX2164'SEARCHED FOR, NOT RECOVERED.
 AX2164
 AX2164                          STATION RECOVERY (1988)
 AX2164
 AX2164'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEP)
 AX2164'RECOVERED IN GOOD CONDITION.
 AX2164
 AX2164                          STATION RECOVERY (1993)
 AX2164
 AX2164'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2164'MARK NOT FOUND.
 AX2164
 AX2164                          STATION RECOVERY (1999)
 AX2164
 AX2164'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2164'MARK NOT FOUND.
 AX2164
 AX2164                          STATION RECOVERY (2003)
 AX2164
 AX2164'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 AX2164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2176 ***********************************************************************
 AX2176  DESIGNATION -  L 788
 AX2176  PID         -  AX2176
 AX2176  STATE/COUNTY-  TX/GUADALUPE
 AX2176  USGS QUAD   -  KINGSBURY (1994)
 AX2176
 AX2176                         *CURRENT SURVEY CONTROL
 AX2176  ___________________________________________________________________
 AX2176* NAD 83(1986)-  29 40 05.     (N)    097 48 26.     (W)     SCALED    
 AX2176* NAVD 88     -       149.89   (+/-2cm)     491.8    (feet)  VERTCON   
 AX2176  ___________________________________________________________________
 AX2176  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AX2176
 AX2176  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2176
 AX2176.The horizontal coordinates were scaled from a topographic map and have
 AX2176.an estimated accuracy of +/- 6 seconds.
 AX2176
 AX2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2176.The vertical order pertains to the NGVD 29 superseded value.
 AX2176
 AX2176.The geoid height was determined by GEOID03.
 AX2176
 AX2176;                    North         East    Units  Estimated Accuracy
 AX2176;SPC TXSC     - 4,203,930.      715,450.      MT  (+/- 180 meters Scaled)
 AX2176
 AX2176                          SUPERSEDED SURVEY CONTROL
 AX2176
 AX2176  NGVD 29 (??/??/92)  149.821  (m)          491.54   (f) ADJ UNCH    2 0
 AX2176
 AX2176.Superseded values are not recommended for survey control.
 AX2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2176.See file dsdata.txt to determine how the superseded data were derived.
 AX2176
 AX2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT154825(NAD 83)
 AX2176_MARKER: DB = BENCH MARK DISK
 AX2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2176_STAMPING: L 788 1943
 AX2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2176+STABILITY: SURFACE MOTION
 AX2176
 AX2176  HISTORY     - Date     Condition        Report By
 AX2176  HISTORY     - 1943     MONUMENTED       CGS
 AX2176  HISTORY     - 1959     GOOD             DOD
 AX2176  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AX2176  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AX2176  HISTORY     - 19930808 MARK NOT FOUND   USPSQD
 AX2176  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2176
 AX2176                          STATION DESCRIPTION
 AX2176
 AX2176'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2176'2 MI NE FROM KINGSBURY.
 AX2176'2.0 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO PRAIRIE LEA FROM
 AX2176'THE SOUTHERN PACIFIC CO. RAILROAD STATION AT KINGSBURY, GUADALUPE
 AX2176'COUNTY, AT A CATTLEGUARD IN THE NORTH RIGHT-OF-WAY FENCE, 27 FEET
 AX2176'NORTHWEST OF THE CENTERLINE OF THE ROAD, 22 FEET EAST OF THE CENTER OF
 AX2176'THE CATTLEGUARD, 6 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST
 AX2176'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  NOTE-- THE
 AX2176'MARK IS 46 FEET NORTH-NORTHEAST OF THE INTERSECTING CENTERLINES OF THE
 AX2176'NORTHEAST-AND-SOUTHWEST ROAD AND A FARM ROAD TO THE NORTHWEST, AND 38
 AX2176'FEET NORTHEAST OF THE CENTERLINE OF THE FARM ROAD.
 AX2176
 AX2176                          STATION RECOVERY (1988)
 AX2176
 AX2176'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2176'MARK NOT FOUND.
 AX2176
 AX2176                          STATION RECOVERY (1990)
 AX2176
 AX2176'RECOVERY NOTE BY US POWER SQUADRON 1990 (WCJ)
 AX2176'MARK NOT FOUND.
 AX2176
 AX2176                          STATION RECOVERY (1993)
 AX2176
 AX2176'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2176'MARK NOT FOUND.
 AX2176
 AX2176                          STATION RECOVERY (1999)
 AX2176
 AX2176'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2199 ***********************************************************************
 AX2199  DESIGNATION -  L 789
 AX2199  PID         -  AX2199
 AX2199  STATE/COUNTY-  TX/CALDWELL
 AX2199  USGS QUAD   -  MC MAHAN (1981)
 AX2199
 AX2199                         *CURRENT SURVEY CONTROL
 AX2199  ___________________________________________________________________
 AX2199* NAD 83(1986)-  29 47 09.     (N)    097 35 00.     (W)     SCALED    
 AX2199* NAVD 88     -       119.56   (+/-2cm)     392.3    (feet)  VERTCON   
 AX2199  ___________________________________________________________________
 AX2199  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AX2199
 AX2199  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2199
 AX2199.The horizontal coordinates were scaled from a topographic map and have
 AX2199.an estimated accuracy of +/- 6 seconds.
 AX2199
 AX2199.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2199.The vertical order pertains to the NGVD 29 superseded value.
 AX2199
 AX2199.The geoid height was determined by GEOID03.
 AX2199
 AX2199;                    North         East    Units  Estimated Accuracy
 AX2199;SPC TXSC     - 4,217,220.      736,960.      MT  (+/- 180 meters Scaled)
 AX2199
 AX2199                          SUPERSEDED SURVEY CONTROL
 AX2199
 AX2199  NGVD 29 (??/??/92)  119.495  (m)          392.04   (f) ADJ UNCH    2 0
 AX2199
 AX2199.Superseded values are not recommended for survey control.
 AX2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2199.See file dsdata.txt to determine how the superseded data were derived.
 AX2199
 AX2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT369958(NAD 83)
 AX2199_MARKER: DB = BENCH MARK DISK
 AX2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2199_STAMPING: L 789 1943
 AX2199_PROJECTION: FLUSH
 AX2199_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2199+STABILITY: SURFACE MOTION
 AX2199
 AX2199  HISTORY     - Date     Condition        Report By
 AX2199  HISTORY     - 1943     MONUMENTED       CGS
 AX2199  HISTORY     - 1990     GOOD             USPSQD
 AX2199  HISTORY     - 19930808 GOOD             USPSQD
 AX2199  HISTORY     - 19970211 GOOD             TXDOT
 AX2199  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2199  HISTORY     - 20060429 GOOD             USPSQD
 AX2199
 AX2199                          STATION DESCRIPTION
 AX2199
 AX2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2199'5.8 MI SW FROM MCMAHAN.
 AX2199'0.1 MILE WEST ALONG A PAVED ROAD LEADING TO LOCKHART FROM THE PUBLIC
 AX2199'SCHOOL AT MCMAHAN, CALDWELL COUNTY, THENCE 5.7 MILES SOUTHWEST ALONG A
 AX2199'GRADED ROAD LEADING TO LULING.  AT A DIVISION-FENCE CORNER, 50 FEET
 AX2199'WEST OF THE CENTERLINE OF THE ROAD, 7 FEET NORTHEAST OF THE FENCE
 AX2199'CORNER, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 AX2199'WITH THE ROAD.  A STANDARD DISK, STAMPED L 789 1943 AND SET IN THE TOP
 AX2199'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 AX2199
 AX2199                          STATION RECOVERY (1990)
 AX2199
 AX2199'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2199'RECOVERED IN GOOD CONDITION.
 AX2199
 AX2199                          STATION RECOVERY (1993)
 AX2199
 AX2199'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2199'RECOVERED IN GOOD CONDITION.
 AX2199
 AX2199                          STATION RECOVERY (1997)
 AX2199
 AX2199'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (DPM)
 AX2199'GOOD.
 AX2199
 AX2199                          STATION RECOVERY (1999)
 AX2199
 AX2199'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2199'MARK NOT FOUND.
 AX2199
 AX2199                          STATION RECOVERY (2006)
 AX2199
 AX2199'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAG)
 AX2199'BENCH MARK IS 3 FEET SOUTH OF NEWER FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AZ0199 ***********************************************************************
 AZ0199  DESIGNATION -  L 79
 AZ0199  PID         -  AZ0199
 AZ0199  STATE/COUNTY-  TX/EDWARDS
 AZ0199  USGS QUAD   -  CARTA VALLEY (1978)
 AZ0199
 AZ0199                         *CURRENT SURVEY CONTROL
 AZ0199  ___________________________________________________________________
 AZ0199* NAD 83(1986)-  29 46 37.     (N)    100 41 40.     (W)     SCALED    
 AZ0199* NAVD 88     -       577.590  (meters)    1894.98   (feet)  ADJUSTED  
 AZ0199  ___________________________________________________________________
 AZ0199  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 AZ0199  DYNAMIC HT  -         576.729 (meters)    1892.15  (feet)  COMP
 AZ0199  MODELED GRAV-     979,134.1   (mgal)                       NAVD 88
 AZ0199
 AZ0199  VERT ORDER  -  FIRST     CLASS II
 AZ0199
 AZ0199.The horizontal coordinates were scaled from a topographic map and have
 AZ0199.an estimated accuracy of +/- 6 seconds.
 AZ0199
 AZ0199.The orthometric height was determined by differential leveling
 AZ0199.and adjusted by the National Geodetic Survey in June 1991..
 AZ0199
 AZ0199.The geoid height was determined by GEOID03.
 AZ0199
 AZ0199.The dynamic height is computed by dividing the NAVD 88
 AZ0199.geopotential number by the normal gravity value computed on the
 AZ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AZ0199.degrees latitude (g = 980.6199 gals.).
 AZ0199
 AZ0199.The modeled gravity was interpolated from observed gravity values.
 AZ0199
 AZ0199;                    North         East    Units  Estimated Accuracy
 AZ0199;SPC TXSC     - 4,216,590.      436,170.      MT  (+/- 180 meters Scaled)
 AZ0199
 AZ0199                          SUPERSEDED SURVEY CONTROL
 AZ0199
 AZ0199  NGVD 29 (??/??/92)  577.528  (m)         1894.77   (f) ADJ UNCH    1 2
 AZ0199
 AZ0199.Superseded values are not recommended for survey control.
 AZ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AZ0199.See file dsdata.txt to determine how the superseded data were derived.
 AZ0199
 AZ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RLT361952(NAD 83)
 AZ0199_MARKER: DB = BENCH MARK DISK
 AZ0199_SETTING: 66 = SET IN ROCK OUTCROP
 AZ0199_SP_SET: OUTCROP
 AZ0199_STAMPING: 1884.773 L 79 1931
 AZ0199_MARK LOGO: CGS   
 AZ0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AZ0199+STABILITY: POSITION/ELEVATION WELL
 AZ0199
 AZ0199  HISTORY     - Date     Condition        Report By
 AZ0199  HISTORY     - 1931     MONUMENTED       CGS
 AZ0199  HISTORY     - 1971     GOOD             USGS
 AZ0199  HISTORY     - 1981     GOOD             NGS
 AZ0199
 AZ0199                          STATION DESCRIPTION
 AZ0199
 AZ0199'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 AZ0199'1.5 MI SW FROM CARTA VALLEY.
 AZ0199'1.5 MILES SOUTHWEST ALONG U.S. HWY. 377 FROM CARTA VALLEY, EDWARDS
 AZ0199'COUNTY, AT THE TOP OF THE FIRST HILL SOUTHWEST OF THE VILLAGE.  101
 AZ0199'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  66 FEET NORTHWEST OF
 AZ0199'THE ROW FENCE.  NEAR A ROCK CAIRN, AND IN THE TOP OF AN OUTCROP OF
 AZ0199'BEDROCK.  A STANDARD DISK, STAMPED 1894.773 L 79 1931.
 AZ0199
 AZ0199                          STATION RECOVERY (1981)
 AZ0199
 AZ0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AZ0199'35.7 KM (22.2 MI) NORTH ALONG U.S. HIGHWAYS 277 AND 377 FROM ITS
 AZ0199'JUNCTION WITH U.S. HIGHWAY 90 AT THE NORTH EDGE OF DEL RIO, THENCE
 AZ0199'14.3 KM (8.9 MI) NORTHEAST ALONG U.S. HIGHWAY 377, 0.6 KM (0.35 MI)
 AZ0199'NORTHEAST OF A GRAVELED ROAD LEADING NORTH TO THE WOODS RANCH, IN THE
 AZ0199'CENTER OF A 12 BY 40 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 31.1
 AZ0199'METERS (102.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.5
 AZ0199'METERS (27.9 FT) NORTHEAST OF A BRACED FENCE POST AND 3.7 METERS (12.1
 AZ0199'FT) NORTHWEST OF A FENCE.
 AZ0199'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1533 ***********************************************************************
 AX1533  DESIGNATION -  L 790
 AX1533  PID         -  AX1533
 AX1533  STATE/COUNTY-  TX/CALDWELL
 AX1533  USGS QUAD   -  DELHI (1981)
 AX1533
 AX1533                         *CURRENT SURVEY CONTROL
 AX1533  ___________________________________________________________________
 AX1533* NAD 83(1986)-  29 50 08.     (N)    097 24 42.     (W)     SCALED    
 AX1533* NAVD 88     -       159.55   (+/-2cm)     523.5    (feet)  VERTCON   
 AX1533  ___________________________________________________________________
 AX1533  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1533
 AX1533  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1533
 AX1533.The horizontal coordinates were scaled from a topographic map and have
 AX1533.an estimated accuracy of +/- 6 seconds.
 AX1533
 AX1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1533.The vertical order pertains to the NGVD 29 superseded value.
 AX1533
 AX1533.The geoid height was determined by GEOID03.
 AX1533
 AX1533;                    North         East    Units  Estimated Accuracy
 AX1533;SPC TXSC     - 4,222,940.      753,490.      MT  (+/- 180 meters Scaled)
 AX1533
 AX1533                          SUPERSEDED SURVEY CONTROL
 AX1533
 AX1533  NGVD 29 (??/??/92)  159.483  (m)          523.24   (f) ADJ UNCH    2 0
 AX1533
 AX1533.Superseded values are not recommended for survey control.
 AX1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1533.See file dsdata.txt to determine how the superseded data were derived.
 AX1533
 AX1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU534016(NAD 83)
 AX1533_MARKER: DB = BENCH MARK DISK
 AX1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1533_STAMPING: L 790 1943
 AX1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1533+STABILITY: SURFACE MOTION
 AX1533
 AX1533  HISTORY     - Date     Condition        Report By
 AX1533  HISTORY     - 1943     MONUMENTED       CGS
 AX1533  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX1533
 AX1533                          STATION DESCRIPTION
 AX1533
 AX1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1533'1.5 MI NW FROM DELHI.
 AX1533'1.5 MILES NORTHWEST ALONG A GRADED ROAD LEADING TO MCMAHAN FROM THE
 AX1533'ROAD INTERSECTION AT DELHI, CALDWELL COUNTY, AT A SMALL REVERSE CURVE
 AX1533'IN THE ROAD, ON THE OFF-SIDE AT THE NORTHWEST END OF THE CURVE, 30
 AX1533'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 7 FEET WEST OF A FENCE
 AX1533'CORNER, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE
 AX1533'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 AX1533'STAMPED L 790 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AX1533'0.6 FOOT ABOVE GROUND.
 AX1533
 AX1533                          STATION RECOVERY (1999)
 AX1533
 AX1533'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX1533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1121 ***********************************************************************
 AE1121  DESIGNATION -  L 792
 AE1121  PID         -  AE1121
 AE1121  STATE/COUNTY-  TX/ZAPATA
 AE1121  USGS QUAD   -  BECKWITH ARM (1980)
 AE1121
 AE1121                         *CURRENT SURVEY CONTROL
 AE1121  ___________________________________________________________________
 AE1121* NAD 83(1986)-  26 42 34.     (N)    099 08 10.     (W)     SCALED    
 AE1121* NAVD 88     -       114.419  (meters)     375.39   (feet)  ADJUSTED  
 AE1121  ___________________________________________________________________
 AE1121  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 AE1121  DYNAMIC HT  -         114.234 (meters)     374.78  (feet)  COMP
 AE1121  MODELED GRAV-     979,024.6   (mgal)                       NAVD 88
 AE1121
 AE1121  VERT ORDER  -  FIRST     CLASS II
 AE1121
 AE1121.The horizontal coordinates were scaled from a topographic map and have
 AE1121.an estimated accuracy of +/- 6 seconds.
 AE1121
 AE1121.The orthometric height was determined by differential leveling
 AE1121.and adjusted by the National Geodetic Survey in June 1991..
 AE1121
 AE1121.The geoid height was determined by GEOID03.
 AE1121
 AE1121.The dynamic height is computed by dividing the NAVD 88
 AE1121.geopotential number by the normal gravity value computed on the
 AE1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1121.degrees latitude (g = 980.6199 gals.).
 AE1121
 AE1121.The modeled gravity was interpolated from observed gravity values.
 AE1121
 AE1121;                    North         East    Units  Estimated Accuracy
 AE1121;SPC TX S     - 5,115,690.      236,710.      MT  (+/- 180 meters Scaled)
 AE1121
 AE1121                          SUPERSEDED SURVEY CONTROL
 AE1121
 AE1121  NGVD 29 (??/??/92)  114.479  (m)          375.59   (f) ADJ UNCH    1 2
 AE1121
 AE1121.Superseded values are not recommended for survey control.
 AE1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1121.See file dsdata.txt to determine how the superseded data were derived.
 AE1121
 AE1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ864542(NAD 83)
 AE1121_MARKER: DD = SURVEY DISK
 AE1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1121_STAMPING: L 792 1943 R Z 320 375.04
 AE1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1121+STABILITY: SURFACE MOTION
 AE1121
 AE1121  HISTORY     - Date     Condition        Report By
 AE1121  HISTORY     - 1943     MONUMENTED       IBC
 AE1121  HISTORY     - 1956     GOOD             NGS
 AE1121
 AE1121                          STATION DESCRIPTION
 AE1121
 AE1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 AE1121'2.55 MI W FROM LOPENO.
 AE1121'0.5 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT LOPENO
 AE1121'THENCE 1.8 MILES SOUTHWEST ALONG A PRIVATE ROAD, THENCE 0.25 MILE
 AE1121'NORTHWEST ALONG A TRACK ROAD, 0.2 MILE NORTHWEST OF A LOPENO GAS
 AE1121'COMPANY PUMPING STATION, 54 FEET SOUTHWEST OF THE CENTER LINE OF A
 AE1121'TRACK ROAD, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 AE1121'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ0997 ***********************************************************************
 AJ0997  DESIGNATION -  L 793
 AJ0997  PID         -  AJ0997
 AJ0997  STATE/COUNTY-  TX/ZAPATA
 AJ0997  USGS QUAD   -  LAS OVEJAS CREEK (1980)
 AJ0997
 AJ0997                         *CURRENT SURVEY CONTROL
 AJ0997  ___________________________________________________________________
 AJ0997* NAD 83(1986)-  27 13 17.     (N)    099 10 11.     (W)     SCALED    
 AJ0997* NAVD 88     -       161.182  (meters)     528.81   (feet)  ADJUSTED  
 AJ0997  ___________________________________________________________________
 AJ0997  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 AJ0997  DYNAMIC HT  -         160.923 (meters)     527.96  (feet)  COMP
 AJ0997  MODELED GRAV-     979,037.5   (mgal)                       NAVD 88
 AJ0997
 AJ0997  VERT ORDER  -  SECOND    CLASS 0
 AJ0997
 AJ0997.The horizontal coordinates were scaled from a topographic map and have
 AJ0997.an estimated accuracy of +/- 6 seconds.
 AJ0997
 AJ0997.The orthometric height was determined by differential leveling
 AJ0997.and adjusted by the National Geodetic Survey in June 1991..
 AJ0997
 AJ0997.The geoid height was determined by GEOID03.
 AJ0997
 AJ0997.The dynamic height is computed by dividing the NAVD 88
 AJ0997.geopotential number by the normal gravity value computed on the
 AJ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ0997.degrees latitude (g = 980.6199 gals.).
 AJ0997
 AJ0997.The modeled gravity was interpolated from observed gravity values.
 AJ0997
 AJ0997;                    North         East    Units  Estimated Accuracy
 AJ0997;SPC TX S     - 5,172,430.      233,660.      MT  (+/- 180 meters Scaled)
 AJ0997
 AJ0997                          SUPERSEDED SURVEY CONTROL
 AJ0997
 AJ0997  NGVD 29 (??/??/92)  161.222  (m)          528.94   (f) ADJ UNCH    2 0
 AJ0997
 AJ0997.Superseded values are not recommended for survey control.
 AJ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ0997.See file dsdata.txt to determine how the superseded data were derived.
 AJ0997
 AJ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMR831109(NAD 83)
 AJ0997_MARKER: DB = BENCH MARK DISK
 AJ0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ0997_STAMPING: L 793 1943
 AJ0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ0997+STABILITY: SURFACE MOTION
 AJ0997
 AJ0997  HISTORY     - Date     Condition        Report By
 AJ0997  HISTORY     - 1943     MONUMENTED       CGS
 AJ0997
 AJ0997                          STATION DESCRIPTION
 AJ0997
 AJ0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ0997'23.7 MI NE FROM SAN YGNACIO.
 AJ0997'TO REACH FROM THE CATHOLIC CHURCH IN SAN YGNACIO, PROCEED 23.7 MILES
 AJ0997'NORTHEASTERLY ALONG A GRAVEL AND DIRT ROAD TO SITE OF BENCH MARK.
 AJ0997'BENCH MARK IS ABOUT 0.2 MILE EAST OF THE CREST OF A LONG GRADE.  IT IS
 AJ0997'37.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AJ0997'ROAD.  MONUMENT IS 3.0 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER
 AJ0997'POST, AND PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0939 ***********************************************************************
 AE0939  DESIGNATION -  L 794
 AE0939  PID         -  AE0939
 AE0939  STATE/COUNTY-  TX/JIM HOGG
 AE0939  USGS QUAD   -  CUEVITAS (1972)
 AE0939
 AE0939                         *CURRENT SURVEY CONTROL
 AE0939  ___________________________________________________________________
 AE0939* NAD 83(1986)-  26 50 06.     (N)    098 46 03.     (W)     SCALED    
 AE0939* NAVD 88     -       168.049  (meters)     551.34   (feet)  ADJUSTED  
 AE0939  ___________________________________________________________________
 AE0939  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 AE0939  DYNAMIC HT  -         167.774 (meters)     550.44  (feet)  COMP
 AE0939  MODELED GRAV-     979,002.5   (mgal)                       NAVD 88
 AE0939
 AE0939  VERT ORDER  -  SECOND    CLASS 0
 AE0939
 AE0939.The horizontal coordinates were scaled from a topographic map and have
 AE0939.an estimated accuracy of +/- 6 seconds.
 AE0939
 AE0939.The orthometric height was determined by differential leveling
 AE0939.and adjusted by the National Geodetic Survey in June 1991..
 AE0939
 AE0939.The geoid height was determined by GEOID03.
 AE0939
 AE0939.The dynamic height is computed by dividing the NAVD 88
 AE0939.geopotential number by the normal gravity value computed on the
 AE0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0939.degrees latitude (g = 980.6199 gals.).
 AE0939
 AE0939.The modeled gravity was interpolated from observed gravity values.
 AE0939
 AE0939;                    North         East    Units  Estimated Accuracy
 AE0939;SPC TX S     - 5,129,470.      273,410.      MT  (+/- 180 meters Scaled)
 AE0939
 AE0939                          SUPERSEDED SURVEY CONTROL
 AE0939
 AE0939  NGVD 29 (??/??/92)  168.089  (m)          551.47   (f) ADJ UNCH    2 0
 AE0939
 AE0939.Superseded values are not recommended for survey control.
 AE0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0939.See file dsdata.txt to determine how the superseded data were derived.
 AE0939
 AE0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ231681(NAD 83)
 AE0939_MARKER: DB = BENCH MARK DISK
 AE0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE0939_STAMPING: L 794 1943
 AE0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE0939+STABILITY: SURFACE MOTION
 AE0939
 AE0939  HISTORY     - Date     Condition        Report By
 AE0939  HISTORY     - 1943     MONUMENTED       CGS
 AE0939  HISTORY     - 1973     MARK NOT FOUND   USGS
 AE0939
 AE0939                          STATION DESCRIPTION
 AE0939
 AE0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0939'14.7 MI SW FROM AGUA NUEVA.
 AE0939'TO REACH FROM THE JUNCTION OF THE RIO GRANDE CITY - HEBBRONVILLE ROAD
 AE0939'AND A DIRT TRACK ROAD LEADING WEST THROUGH THE BORREGOS RANCH (3.9
 AE0939'MILES SOUTH OF THE POST OFFICE AT AGUA NUEVA), PROCEED 10.8 MILES
 AE0939'WESTERLY ALONG A DIRT TRACK ROAD TO THE NORTH SLOPE OF A HILL AND SITE
 AE0939'OF BENCH MARK.  BENCH MARK IS 0.1 MILE NORTH OF THE TOP OF A HILL. IT
 AE0939'IS 21.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 AE0939'THE ROAD.  MONUMENT IS 2.8 FEET SOUTH OF A 4X4 INCH WHITE WOODEN
 AE0939'MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AE0939
 AE0939                          STATION RECOVERY (1973)
 AE0939
 AE0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 AE0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1166 ***********************************************************************
 AE1166  DESIGNATION -  L 796
 AE1166  PID         -  AE1166
 AE1166  STATE/COUNTY-  TX/ZAPATA
 AE1166  USGS QUAD   -  ARROYO MIGUEL (1980)
 AE1166
 AE1166                         *CURRENT SURVEY CONTROL
 AE1166  ___________________________________________________________________
 AE1166* NAD 83(1986)-  26 48 44.     (N)    099 04 29.     (W)     SCALED    
 AE1166* NAVD 88     -       130.149  (meters)     427.00   (feet)  ADJUSTED  
 AE1166  ___________________________________________________________________
 AE1166  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AE1166  DYNAMIC HT  -         129.939 (meters)     426.31  (feet)  COMP
 AE1166  MODELED GRAV-     979,025.7   (mgal)                       NAVD 88
 AE1166
 AE1166  VERT ORDER  -  SECOND    CLASS 0
 AE1166
 AE1166.The horizontal coordinates were scaled from a topographic map and have
 AE1166.an estimated accuracy of +/- 6 seconds.
 AE1166
 AE1166.The orthometric height was determined by differential leveling
 AE1166.and adjusted by the National Geodetic Survey in June 1991..
 AE1166
 AE1166.The geoid height was determined by GEOID03.
 AE1166
 AE1166.The dynamic height is computed by dividing the NAVD 88
 AE1166.geopotential number by the normal gravity value computed on the
 AE1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1166.degrees latitude (g = 980.6199 gals.).
 AE1166
 AE1166.The modeled gravity was interpolated from observed gravity values.
 AE1166
 AE1166;                    North         East    Units  Estimated Accuracy
 AE1166;SPC TX S     - 5,127,050.      242,870.      MT  (+/- 180 meters Scaled)
 AE1166
 AE1166                          SUPERSEDED SURVEY CONTROL
 AE1166
 AE1166  NGVD 29 (??/??/92)  130.194  (m)          427.14   (f) ADJ UNCH    2 0
 AE1166
 AE1166.Superseded values are not recommended for survey control.
 AE1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1166.See file dsdata.txt to determine how the superseded data were derived.
 AE1166
 AE1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ925656(NAD 83)
 AE1166_MARKER: DB = BENCH MARK DISK
 AE1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AE1166_STAMPING: L 796 1943
 AE1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1166+STABILITY: SURFACE MOTION
 AE1166
 AE1166  HISTORY     - Date     Condition        Report By
 AE1166  HISTORY     - 1943     MONUMENTED       CGS
 AE1166  HISTORY     - 1975     GOOD             USGS
 AE1166
 AE1166                          STATION DESCRIPTION
 AE1166
 AE1166'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 AE1166'8.7 MI NE FROM LOPENO.
 AE1166'FROM THE POST OFFICE AT LOPENO GO NORTH ON U.S. HIGHWAY 83 FOR 4.9 MI.
 AE1166'TO JUNCTION WITH FARM ROAD 2687.  THENCE NORTHEAST ON FARM ROAD 3.8
 AE1166'MI. TO BM ON NORTH SIDE.  BM IS IN NORTH ROW FENCE 60 FT. N. OF
 AE1166'CENTERLINE OF HIGHWAY, ABOUT 200 FT. NW OF THE N. END OF A DAM ON S
 AE1166'SIDE OF HIGHWAY. A STANDARD CAP SET IN CONCRETE POST PROJECTING 0.5
 AE1166'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0014 ***********************************************************************
 AY0014  DESIGNATION -  L 797
 AY0014  PID         -  AY0014
 AY0014  STATE/COUNTY-  TX/BEXAR
 AY0014  USGS QUAD   -  SCHERTZ (1992)
 AY0014
 AY0014                         *CURRENT SURVEY CONTROL
 AY0014  ___________________________________________________________________
 AY0014* NAD 83(1986)-  29 36 07.     (N)    098 18 54.     (W)     SCALED    
 AY0014* NAVD 88     -       233.082  (meters)     764.70   (feet)  ADJUSTED  
 AY0014  ___________________________________________________________________
 AY0014  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AY0014  DYNAMIC HT  -         232.742 (meters)     763.59  (feet)  COMP
 AY0014  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 AY0014
 AY0014  VERT ORDER  -  FIRST     CLASS II
 AY0014
 AY0014.The horizontal coordinates were scaled from a topographic map and have
 AY0014.an estimated accuracy of +/- 6 seconds.
 AY0014
 AY0014.The orthometric height was determined by differential leveling
 AY0014.and adjusted by the National Geodetic Survey in June 1991..
 AY0014
 AY0014.The geoid height was determined by GEOID03.
 AY0014
 AY0014.The dynamic height is computed by dividing the NAVD 88
 AY0014.geopotential number by the normal gravity value computed on the
 AY0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0014.degrees latitude (g = 980.6199 gals.).
 AY0014
 AY0014.The modeled gravity was interpolated from observed gravity values.
 AY0014
 AY0014;                    North         East    Units  Estimated Accuracy
 AY0014;SPC TXSC     - 4,196,200.      666,350.      MT  (+/- 180 meters Scaled)
 AY0014
 AY0014                          SUPERSEDED SURVEY CONTROL
 AY0014
 AY0014.No superseded survey control is available for this station.
 AY0014
 AY0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT663748(NAD 83)
 AY0014_MARKER: DB = BENCH MARK DISK
 AY0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AY0014_SP_SET: BRIDGE SEAT
 AY0014_STAMPING: L 797 1943
 AY0014_MARK LOGO: CGS   
 AY0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AY0014
 AY0014  HISTORY     - Date     Condition        Report By
 AY0014  HISTORY     - 1943     MONUMENTED       CGS
 AY0014  HISTORY     - 1980     GOOD             NGS
 AY0014  HISTORY     - 1988     GOOD             USPSQD
 AY0014  HISTORY     - 1989     GOOD             USPSQD
 AY0014  HISTORY     - 1990     GOOD             USPSQD
 AY0014  HISTORY     - 19990216 GOOD             USPSQD
 AY0014
 AY0014                          STATION DESCRIPTION
 AY0014
 AY0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0014'13.5 MI SW FROM NEW BRAUNFELS.
 AY0014'IN BEXAR COUNTY, 13.5 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 AY0014'RAILROAD OF TEXAS FROM THE STATION AT NEW BRAUNFELS, COMAL COUNTY, AT
 AY0014'LUXELLO, 2 POLES SOUTHWEST OF THE COMAL-BEXAR COUNTY LINE, AT THE
 AY0014'BRIDGE OVER CIBOLO CREEK AND A ROAD, AT THE SOUTHWEST ABUTMENT OF THE
 AY0014'ROAD UNDERPASS, IN THE SOUTHEAST END OF THE BRIDGE SEAT, 8.3 FEET
 AY0014'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 5 FEET LOWER THAN THE
 AY0014'TRACK.  A STANDARD DISK.
 AY0014
 AY0014                          STATION RECOVERY (1980)
 AY0014
 AY0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0014'21.2 KM (13.15 MI) SOUTHWEST ALONG THE WEST FRONTAGE ROAD OF
 AY0014'INTERSTATE 35 FROM THE JUNCTION OF SOUTH HIDALGO AVENUE IN NEW
 AY0014'BRAUNFELS, THENCE 2.6 KM (1.6 MI) NORTH-NORTHWEST ALONG STATE HIGHWAY
 AY0014'1518 (EVANS ROAD), 2.65 KM (1.65 MI) NORTH-NORTHWEST ALONG EVANS ROAD
 AY0014'FROM THE JUNCTION OF INTERSTATE 35 IN SELMA, AT THE CROSSING OF THE
 AY0014'MISSOURI KANSAS AND TEXAS RAILROAD, IN TOP OF THE SOUTHEAST END OF THE
 AY0014'SOUTHWEST ABUTMENT OF THE BRIDGE OVER THE CIBOLO CREEK, 2.5 METERS
 AY0014'(8.3 FT) SOUTHEAST OF THE CENTER OF THE TRACKS.
 AY0014'THE MARK IS 1.8 M BELOW THE TRACKS.
 AY0014
 AY0014                          STATION RECOVERY (1988)
 AY0014
 AY0014'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0014'RECOVERED IN GOOD CONDITION.
 AY0014
 AY0014                          STATION RECOVERY (1989)
 AY0014
 AY0014'RECOVERY NOTE BY US POWER SQUADRON 1989 (MLM)
 AY0014'RECOVERED IN GOOD CONDITION.
 AY0014
 AY0014                          STATION RECOVERY (1990)
 AY0014
 AY0014'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLM)
 AY0014'RECOVERED IN GOOD CONDITION.
 AY0014
 AY0014                          STATION RECOVERY (1999)
 AY0014
 AY0014'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1137 ***********************************************************************
 AJ1137  DESIGNATION -  L 798
 AJ1137  PID         -  AJ1137
 AJ1137  STATE/COUNTY-  TX/ZAPATA
 AJ1137  USGS QUAD   -  ESCOBAS (1980)
 AJ1137
 AJ1137                         *CURRENT SURVEY CONTROL
 AJ1137  ___________________________________________________________________
 AJ1137* NAD 83(1986)-  27 00 07.     (N)    099 01 40.     (W)     SCALED    
 AJ1137* NAVD 88     -       131.829  (meters)     432.51   (feet)  ADJUSTED  
 AJ1137  ___________________________________________________________________
 AJ1137  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AJ1137  DYNAMIC HT  -         131.616 (meters)     431.81  (feet)  COMP
 AJ1137  MODELED GRAV-     979,028.9   (mgal)                       NAVD 88
 AJ1137
 AJ1137  VERT ORDER  -  SECOND    CLASS 0
 AJ1137
 AJ1137.The horizontal coordinates were scaled from a topographic map and have
 AJ1137.an estimated accuracy of +/- 6 seconds.
 AJ1137
 AJ1137.The orthometric height was determined by differential leveling
 AJ1137.and adjusted by the National Geodetic Survey in June 1991..
 AJ1137
 AJ1137.The geoid height was determined by GEOID03.
 AJ1137
 AJ1137.The dynamic height is computed by dividing the NAVD 88
 AJ1137.geopotential number by the normal gravity value computed on the
 AJ1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1137.degrees latitude (g = 980.6199 gals.).
 AJ1137
 AJ1137.The modeled gravity was interpolated from observed gravity values.
 AJ1137
 AJ1137;                    North         East    Units  Estimated Accuracy
 AJ1137;SPC TX S     - 5,148,050.      247,620.      MT  (+/- 180 meters Scaled)
 AJ1137
 AJ1137                          SUPERSEDED SURVEY CONTROL
 AJ1137
 AJ1137  NGVD 29 (??/??/92)  131.860  (m)          432.61   (f) ADJ UNCH    2 0
 AJ1137
 AJ1137.Superseded values are not recommended for survey control.
 AJ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1137.See file dsdata.txt to determine how the superseded data were derived.
 AJ1137
 AJ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMQ972866(NAD 83)
 AJ1137_MARKER: DB = BENCH MARK DISK
 AJ1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AJ1137_STAMPING: L 798 1943
 AJ1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1137+STABILITY: SURFACE MOTION
 AJ1137
 AJ1137  HISTORY     - Date     Condition        Report By
 AJ1137  HISTORY     - 1943     MONUMENTED       CGS
 AJ1137  HISTORY     - 1975     MARK NOT FOUND   USGS
 AJ1137
 AJ1137                          STATION DESCRIPTION
 AJ1137
 AJ1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AJ1137'28.25 MI NE FROM SANTA ROSA.
 AJ1137'TO REACH FROM THE JUNCTION OF THE SANTA ROSA - RANDADO ROAD AND A DIRT
 AJ1137'TRACK ROAD LEADING NORTHWEST ACROSS THE TIMBERLAKE RANCH AND THE GARZA
 AJ1137'ESTATE (21.25 MILES NORTHEAST OF SANTA ROSA), PROCEED 7.0 MILES
 AJ1137'NORTHWESTERLY ALONG A DIRT TRACK ROAD TO A POINT WHERE A SMALL CREEK
 AJ1137'PARRALELLS THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS BETWEEN THE
 AJ1137'ROAD AND A SMALL CREEK.  IT IS 39.5 FEET NORTH OF THE BOTTOM OF A
 AJ1137'SMALL CREEK BED, 13.5 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 AJ1137'THE CENTERLINE OF THE ROAD.  MONUMENT IS 2.9 FEET EAST OF A 4X4 INCH
 AJ1137'WHITE WOODEN MARKER POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 AJ1137
 AJ1137                          STATION RECOVERY (1975)
 AJ1137
 AJ1137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AJ1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0754 ***********************************************************************
 AY0754  DESIGNATION -  L 799
 AY0754  PID         -  AY0754
 AY0754  STATE/COUNTY-  TX/BEXAR
 AY0754  USGS QUAD   -  TERRELL WELLS (1992)
 AY0754
 AY0754                         *CURRENT SURVEY CONTROL
 AY0754  ___________________________________________________________________
 AY0754* NAD 83(1986)-  29 22 20.     (N)    098 33 36.     (W)     SCALED    
 AY0754* NAVD 88     -       202.940  (meters)     665.81   (feet)  POSTED    
 AY0754  ___________________________________________________________________
 AY0754  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AY0754  DYNAMIC HT  -         202.650 (meters)     664.86  (feet)  COMP
 AY0754  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 AY0754
 AY0754  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AY0754
 AY0754.The horizontal coordinates were scaled from a topographic map and have
 AY0754.an estimated accuracy of +/- 6 seconds.
 AY0754
 AY0754.The orthometric height was determined by differential leveling
 AY0754.and adjusted by the National Geodetic Survey in 1992..
 AY0754.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AY0754.rate of 3.1 thru 4.0 mm/km.
 AY0754
 AY0754.The geoid height was determined by GEOID03.
 AY0754
 AY0754.The dynamic height is computed by dividing the NAVD 88
 AY0754.geopotential number by the normal gravity value computed on the
 AY0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0754.degrees latitude (g = 980.6199 gals.).
 AY0754
 AY0754.The modeled gravity was interpolated from observed gravity values.
 AY0754
 AY0754;                    North         East    Units  Estimated Accuracy
 AY0754;SPC TXSC     - 4,170,630.      642,710.      MT  (+/- 180 meters Scaled)
 AY0754
 AY0754                          SUPERSEDED SURVEY CONTROL
 AY0754
 AY0754  NGVD 29 (??/??/92)  202.824  (m)          665.43   (f) ADJ UNCH    1 2
 AY0754
 AY0754.Superseded values are not recommended for survey control.
 AY0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0754.See file dsdata.txt to determine how the superseded data were derived.
 AY0754
 AY0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT427493(NAD 83)
 AY0754_MARKER: DB = BENCH MARK DISK
 AY0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0754_STAMPING: L 799 1943
 AY0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0754+STABILITY: SURFACE MOTION
 AY0754
 AY0754  HISTORY     - Date     Condition        Report By
 AY0754  HISTORY     - 1943     MONUMENTED       CGS
 AY0754  HISTORY     - 1966     MARK NOT FOUND   USGS
 AY0754  HISTORY     - 19861101 MARK NOT FOUND   USGS
 AY0754  HISTORY     - 19991103 MARK NOT FOUND   USPSQD
 AY0754
 AY0754                          STATION DESCRIPTION
 AY0754
 AY0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0754'8.0 MI SW FROM SAN ANTONIO.
 AY0754'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SAN ANTONIO,
 AY0754'PROCEED 8.0 MILES SOUTHWEST ALONG THE TRACK TO MILE POST NO.217 AND
 AY0754'SITE OF BENCH MARK.  BENCH MARK IS 1 TELEGRAPH POLE SOUTHWEST OF MILE
 AY0754'POST NO.217.  IT IS 45.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND
 AY0754'ABOUT 2.5 FEET BELOW THE CENTERLINE OF TRACK, 4.0 FEET NORTH OF A
 AY0754'TELEGRAPH POLE.  MONUMENT IS 3.0 FEET SOUTHWEST OF A 4X4 INCH WHITE
 AY0754'WOODEN MARKER POST AND PROJECTS 0.4 FOOT.
 AY0754
 AY0754                          STATION RECOVERY (1966)
 AY0754
 AY0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 AY0754'MARK NOT FOUND.
 AY0754
 AY0754                          STATION RECOVERY (1986)
 AY0754
 AY0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GH)
 AY0754'MARK NOT FOUND.
 AY0754
 AY0754                          STATION RECOVERY (1999)
 AY0754
 AY0754'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CD0355 ***********************************************************************
 CD0355  DESIGNATION -  L 8 USGS
 CD0355  PID         -  CD0355
 CD0355  STATE/COUNTY-  TX/CULBERSON
 CD0355  USGS QUAD   -  SIX BAR RANCH (1973)
 CD0355
 CD0355                         *CURRENT SURVEY CONTROL
 CD0355  ___________________________________________________________________
 CD0355* NAD 83(1986)-  31 44 18.     (N)    104 51 38.     (W)     SCALED    
 CD0355* NAVD 88     -      1216.188  (meters)    3990.11   (feet)  ADJUSTED  
 CD0355  ___________________________________________________________________
 CD0355  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CD0355  DYNAMIC HT  -        1214.336 (meters)    3984.03  (feet)  COMP
 CD0355  MODELED GRAV-     979,075.3   (mgal)                       NAVD 88
 CD0355
 CD0355  VERT ORDER  -  SECOND    CLASS 0
 CD0355
 CD0355.The horizontal coordinates were scaled from a topographic map and have
 CD0355.an estimated accuracy of +/- 6 seconds.
 CD0355
 CD0355.The orthometric height was determined by differential leveling
 CD0355.and adjusted by the National Geodetic Survey in June 1991..
 CD0355
 CD0355.The geoid height was determined by GEOID03.
 CD0355
 CD0355.The dynamic height is computed by dividing the NAVD 88
 CD0355.geopotential number by the normal gravity value computed on the
 CD0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CD0355.degrees latitude (g = 980.6199 gals.).
 CD0355
 CD0355.The modeled gravity was interpolated from observed gravity values.
 CD0355
 CD0355;                    North         East    Units  Estimated Accuracy
 CD0355;SPC TX C     - 3,238,390.      271,130.      MT  (+/- 180 meters Scaled)
 CD0355
 CD0355                          SUPERSEDED SURVEY CONTROL
 CD0355
 CD0355  NGVD 29 (??/??/92) 1215.639  (m)         3988.31   (f) ADJ UNCH    2 0
 CD0355
 CD0355.Superseded values are not recommended for survey control.
 CD0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CD0355.See file dsdata.txt to determine how the superseded data were derived.
 CD0355
 CD0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER132114(NAD 83)
 CD0355_MARKER: DD = SURVEY DISK
 CD0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CD0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CD0355_STAMPING: L 8 3989 1933
 CD0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CD0355+STABILITY: SURFACE MOTION
 CD0355
 CD0355  HISTORY     - Date     Condition        Report By
 CD0355  HISTORY     - 1933     MONUMENTED       USGS
 CD0355  HISTORY     - 1958     GOOD             NGS
 CD0355
 CD0355                          STATION DESCRIPTION
 CD0355
 CD0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CD0355'51.25 MI N FROM VAN HORN.
 CD0355'ABOUT 0.15 MILE EAST ALONG THE TEXAS AND PACIFIC RAILROAD FROM THE
 CD0355'STATION AT VAN HORN, THENCE ABOUT 51.1 MILE NORTH ALONG STATE HIGHWAY
 CD0355'54.  94 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2.45 MILES
 CD0355'NORTH OF THE ENTRANCE TO THE 6-BAR RANCH, ABOUT 0.1 MILE NORTHWEST OF
 CD0355'THE MOST NORTHERLY ONE OF THREE CULVERTS, 70 YARDS WEST OF A FENCE, 40
 CD0355'FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY, 2 FEET SOUTH OF A
 CD0355'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE OLD HIGHWAY, AND IN
 CD0355'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0233 ***********************************************************************
 BN0233  DESIGNATION -  L 80
 BN0233  PID         -  BN0233
 BN0233  STATE/COUNTY-  TX/MASON
 BN0233  USGS QUAD   -  GRIT (1970)
 BN0233
 BN0233                         *CURRENT SURVEY CONTROL
 BN0233  ___________________________________________________________________
 BN0233* NAD 83(1986)-  30 48 41.     (N)    099 15 43.     (W)     SCALED    
 BN0233* NAVD 88     -       517.095  (meters)    1696.50   (feet)  ADJUSTED  
 BN0233  ___________________________________________________________________
 BN0233  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 BN0233  DYNAMIC HT  -         516.383 (meters)    1694.17  (feet)  COMP
 BN0233  MODELED GRAV-     979,246.8   (mgal)                       NAVD 88
 BN0233
 BN0233  VERT ORDER  -  FIRST     CLASS II
 BN0233
 BN0233.The horizontal coordinates were scaled from a topographic map and have
 BN0233.an estimated accuracy of +/- 6 seconds.
 BN0233
 BN0233.The orthometric height was determined by differential leveling
 BN0233.and adjusted by the National Geodetic Survey in June 1991..
 BN0233
 BN0233.The geoid height was determined by GEOID03.
 BN0233
 BN0233.The dynamic height is computed by dividing the NAVD 88
 BN0233.geopotential number by the normal gravity value computed on the
 BN0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0233.degrees latitude (g = 980.6199 gals.).
 BN0233
 BN0233.The modeled gravity was interpolated from observed gravity values.
 BN0233
 BN0233;                    North         East    Units  Estimated Accuracy
 BN0233;SPC TX C     - 3,127,390.      802,510.      MT  (+/- 180 meters Scaled)
 BN0233
 BN0233                          SUPERSEDED SURVEY CONTROL
 BN0233
 BN0233  NGVD 29 (??/??/92)  517.024  (m)         1696.27   (f) ADJ UNCH    1 2
 BN0233
 BN0233.Superseded values are not recommended for survey control.
 BN0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0233.See file dsdata.txt to determine how the superseded data were derived.
 BN0233
 BN0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMV749087(NAD 83)
 BN0233_MARKER: DB = BENCH MARK DISK
 BN0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0233_STAMPING: L 80 1931
 BN0233_MARK LOGO: CGS   
 BN0233_PROJECTION: PROJECTING 5 CENTIMETERS
 BN0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0233+STABILITY: SURFACE MOTION
 BN0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BN0233+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 BN0233
 BN0233  HISTORY     - Date     Condition        Report By
 BN0233  HISTORY     - 1931     MONUMENTED       CGS
 BN0233  HISTORY     - 1953     GOOD             NGS
 BN0233  HISTORY     - 1982     GOOD             NGS
 BN0233  HISTORY     - 19960213 GOOD             USPSQD
 BN0233  HISTORY     - 20060318 GOOD             USPSQD
 BN0233
 BN0233                          STATION DESCRIPTION
 BN0233
 BN0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0233'4.8 MI N FROM MASON.
 BN0233'4.8 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT MASON, 70
 BN0233'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTHWEST OF THE
 BN0233'NORTHWEST END OF A CATTLE GUARD, 23 FEET NORTH OF THE CENTER LINE OF A
 BN0233'PRIVATE ROAD LEADING WEST, 10.6 FEET WEST OF A FENCE, 1.7 FEET NORTH
 BN0233'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BN0233'0.3 FOOT ABOVE THE GROUND.
 BN0233
 BN0233                          STATION RECOVERY (1982)
 BN0233
 BN0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0233'8.2 KM (5.1 MI) NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE IN
 BN0233'MASON, SET NEAR A CATTLE GUARD AND TRACK ROAD LEADING WEST SOUTHWEST,
 BN0233'21.3 METERS (70.0 FT) WEST SOUTHWEST OF THE CENTERLINE OF HIGHWAY,
 BN0233'41.4 METERS (135.0 FT) NORTHWEST OF THE CENTER OF THE SOUTHWEST
 BN0233'HEADWALL OF A SMALL CONCRETE CULVERT, 7.0 METERS (23.0 FT) NORTH OF
 BN0233'CENTER OF TRACK ROAD LEADING WEST SOUTHWEST, 5.7 METERS (19.0 FT)
 BN0233'NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE GUARD, AND 3.3 METERS
 BN0233'(11.0 FT) WEST SOUTHWEST OF RIGHT-OF-WAY FENCE.
 BN0233'THE MARK IS 3.3 METERS  WSW FROM A WITNESS POST.
 BN0233'THE MARK IS 1.0 M BELOW HIGHWAY.
 BN0233
 BN0233                          STATION RECOVERY (1996)
 BN0233
 BN0233'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0233'RECOVERED IN GOOD CONDITION.
 BN0233
 BN0233                          STATION RECOVERY (2006)
 BN0233
 BN0233'RECOVERY NOTE BY US POWER SQUADRON 2006 (GWS)
 BN0233'FOUND AS DESCRIBED.  WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4254 ***********************************************************************
 AW4254  DESIGNATION -  L 800
 AW4254  PID         -  AW4254
 AW4254  STATE/COUNTY-  TX/FORT BEND
 AW4254  USGS QUAD   -  KENDLETON (1981)
 AW4254
 AW4254                         *CURRENT SURVEY CONTROL
 AW4254  ___________________________________________________________________
 AW4254* NAD 83(1986)-  29 27 14.     (N)    095 58 35.     (W)     SCALED    
 AW4254* NAVD 88     -        30.01   (+/-2cm)      98.5    (feet)  VERTCON   
 AW4254  ___________________________________________________________________
 AW4254  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AW4254
 AW4254  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4254
 AW4254.The horizontal coordinates were scaled from a topographic map and have
 AW4254.an estimated accuracy of +/- 6 seconds.
 AW4254
 AW4254.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4254.The vertical order pertains to the NGVD 29 superseded value.
 AW4254
 AW4254.The geoid height was determined by GEOID03.
 AW4254
 AW4254;                    North         East    Units  Estimated Accuracy
 AW4254;SPC TXSC     - 4,183,390.      893,250.      MT  (+/- 180 meters Scaled)
 AW4254
 AW4254                          SUPERSEDED SURVEY CONTROL
 AW4254
 AW4254  NGVD 29 (??/??/92)   30.00   (m)           98.4    (f) COMPUTED    2 0
 AW4254
 AW4254.Superseded values are not recommended for survey control.
 AW4254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4254.See file dsdata.txt to determine how the superseded data were derived.
 AW4254
 AW4254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN113619(NAD 83)
 AW4254_MARKER: DB = BENCH MARK DISK
 AW4254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4254_STAMPING: L 800 1943
 AW4254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4254+STABILITY: SURFACE MOTION
 AW4254
 AW4254  HISTORY     - Date     Condition        Report By
 AW4254  HISTORY     - 1943     MONUMENTED       CGS
 AW4254  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4254  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4254
 AW4254                          STATION DESCRIPTION
 AW4254
 AW4254'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4254'1.2 MI E FROM KENDLETON.
 AW4254'TO REACH FROM THE KENDLETON NEGRO SCHOOL NO.2 (0.75 MILE NORTHEAST OF
 AW4254'THE RAILROAD STATION AT KENDLETON), PROCEED 0.45 MILE ALONG A COUNTY
 AW4254'DIRT ROAD TO A FRAME BUNGALOW FARM HOUSE AND SITE OF BENCH MARK. BENCH
 AW4254'MARK IS AT A FENCE CORNER.  IT IS 46.0 FEET SOUTH OF THE SOUTHEAST
 AW4254'CORNER OF A FRAME BUNGALOW FARM HOUSE, 38.5 FEET NORTH OF AND ABOUT
 AW4254'1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, 2.5 FEET NORTHEAST OF A
 AW4254'FENCE CORNER POST, 1.7 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE.
 AW4254'MONUMENT IS 2.0 FEET WEST OF A 4 X 4 INCH WHITE WOODEN MARKER POST AND
 AW4254'PROJECTS 0.4 FOOT ABOVE THE GROUND, AND SET IN A CONCRETE POST.
 AW4254
 AW4254                          STATION RECOVERY (1995)
 AW4254
 AW4254'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4254'MARK NOT FOUND.
 AW4254
 AW4254                          STATION RECOVERY (1998)
 AW4254
 AW4254'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4375 ***********************************************************************
 AW4375  DESIGNATION -  L 801
 AW4375  PID         -  AW4375
 AW4375  STATE/COUNTY-  TX/MATAGORDA
 AW4375  USGS QUAD   -  DANCIGER (1980)
 AW4375
 AW4375                         *CURRENT SURVEY CONTROL
 AW4375  ___________________________________________________________________
 AW4375* NAD 83(1986)-  29 11 22.     (N)    095 51 43.     (W)     SCALED    
 AW4375* NAVD 88     -        16.60   (+/-2cm)      54.5    (feet)  VERTCON   
 AW4375  ___________________________________________________________________
 AW4375  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW4375
 AW4375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4375
 AW4375.The horizontal coordinates were scaled from a topographic map and have
 AW4375.an estimated accuracy of +/- 6 seconds.
 AW4375
 AW4375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4375.The vertical order pertains to the NGVD 29 superseded value.
 AW4375
 AW4375.The geoid height was determined by GEOID03.
 AW4375
 AW4375;                    North         East    Units  Estimated Accuracy
 AW4375;SPC TXSC     - 4,154,390.      905,130.      MT  (+/- 180 meters Scaled)
 AW4375
 AW4375                          SUPERSEDED SURVEY CONTROL
 AW4375
 AW4375  NGVD 29 (??/??/92)   16.606  (m)           54.48   (f) ADJ UNCH    2 0
 AW4375
 AW4375.Superseded values are not recommended for survey control.
 AW4375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4375.See file dsdata.txt to determine how the superseded data were derived.
 AW4375
 AW4375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN216323(NAD 83)
 AW4375_MARKER: DB = BENCH MARK DISK
 AW4375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4375_STAMPING: L 801 1943
 AW4375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4375+STABILITY: SURFACE MOTION
 AW4375
 AW4375  HISTORY     - Date     Condition        Report By
 AW4375  HISTORY     - 1943     MONUMENTED       CGS
 AW4375  HISTORY     - 19990818 MARK NOT FOUND   USPSQD
 AW4375
 AW4375                          STATION DESCRIPTION
 AW4375
 AW4375'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4375'4.0 MI E FROM PLEDGER.
 AW4375'TO REACH FROM THE PLEDGER GRAMMER SCHOOL AT PLEDGER.  PROCEED EASTERLY
 AW4375'4.0 MILES ALONG PLEDGER-WEST COLUMBIA ROAD TO SITE OF BENCH MARK.
 AW4375'BENCH MARK IS ABOUT 0.2 MILE WEST OF THE INTERSECTION OF A DIRT ROAD
 AW4375'LEADING NORTH, 155.0 FEET EAST OF A POWER LINE POLE, 49.0 FEET NORTH
 AW4375'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 4.0
 AW4375'FEET WEST OF A T FENCE CORNER AND WIRE GATE, 3.0 FEET EAST OF A 4 BY 4
 AW4375'INCH WOODEN MARKER POST AND IN LINE WITH POWER LINE. MONUMENT PROJECTS
 AW4375'ABOUT 0.3 FOOT, AND SET IN A CONCRETE POST.
 AW4375
 AW4375                          STATION RECOVERY (1999)
 AW4375
 AW4375'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4376 ***********************************************************************
 AW4376  DESIGNATION -  L 801 RESET 1961
 AW4376  PID         -  AW4376
 AW4376  STATE/COUNTY-  TX/MATAGORDA
 AW4376  USGS QUAD   -  DANCIGER (1980)
 AW4376
 AW4376                         *CURRENT SURVEY CONTROL
 AW4376  ___________________________________________________________________
 AW4376* NAD 83(1986)-  29 11 22.     (N)    095 51 42.     (W)     SCALED    
 AW4376* NAVD 88     -        16.60   (+/-2cm)      54.5    (feet)  VERTCON   
 AW4376  ___________________________________________________________________
 AW4376  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AW4376
 AW4376  VERT ORDER  -  THIRD (See Below)
 AW4376
 AW4376.The horizontal coordinates were scaled from a topographic map and have
 AW4376.an estimated accuracy of +/- 6 seconds.
 AW4376
 AW4376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4376.The vertical order pertains to the NGVD 29 superseded value.
 AW4376
 AW4376.The geoid height was determined by GEOID03.
 AW4376
 AW4376;                    North         East    Units  Estimated Accuracy
 AW4376;SPC TXSC     - 4,154,390.      905,160.      MT  (+/- 180 meters Scaled)
 AW4376
 AW4376                          SUPERSEDED SURVEY CONTROL
 AW4376
 AW4376  NGVD 29 (01/29/03)   16.61   (m)           54.5    (f) RESET       3  
 AW4376
 AW4376.Superseded values are not recommended for survey control.
 AW4376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4376.See file dsdata.txt to determine how the superseded data were derived.
 AW4376
 AW4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN217323(NAD 83)
 AW4376_MARKER: DD = SURVEY DISK
 AW4376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4376_STAMPING: L 801 RESET 1961
 AW4376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4376+STABILITY: SURFACE MOTION
 AW4376
 AW4376  HISTORY     - Date     Condition        Report By
 AW4376  HISTORY     - 1961     MONUMENTED       TXHD
 AW4376  HISTORY     - 20041118 MARK NOT FOUND   USPSQD
 AW4376
 AW4376                          STATION DESCRIPTION
 AW4376
 AW4376'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AW4376'4.0 MI E FROM PLEDGER.
 AW4376'TO REACH FROM CENTERLINE OF T AND NO RAILROAD CROSSING AT PLEDGER,
 AW4376'PROCEED EASTERLY 3.8 MILES ALONG FM HIGHWAY 1301 TO SITE OF BENCH
 AW4376'MARK.  BENCH MARK IS ABOUT 0.2 MILE WEST OF THE INTERSECTION OF A DIRT
 AW4376'ROAD LEADING NORTH, 155.0 FEET EAST OF A POWER LINE POLE, 60.0 FEET
 AW4376'NORTH OF AND ABOUT 1.8 FEET BELOW THE CENTERLINE OF THE ROAD, 7.0 FEET
 AW4376'WEST OF A T FENCE CORNER AND IN LINE WITH POWER LINE, AND SET IN A
 AW4376'CONCRETE POST, WHICH PROJECTS ABOUT 0.3 FEET ABOVE THE GROUND.
 AW4376
 AW4376                          STATION RECOVERY (2004)
 AW4376
 AW4376'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4400 ***********************************************************************
 AW4400  DESIGNATION -  L 802
 AW4400  PID         -  AW4400
 AW4400  STATE/COUNTY-  TX/BRAZORIA
 AW4400  USGS QUAD   -  EAST COLUMBIA (1980)
 AW4400
 AW4400                         *CURRENT SURVEY CONTROL
 AW4400  ___________________________________________________________________
 AW4400* NAD 83(1986)-  29 11 15.     (N)    095 37 08.     (W)     SCALED    
 AW4400* NAVD 88     -        10.01   (+/-2cm)      32.8    (feet)  VERTCON   
 AW4400  ___________________________________________________________________
 AW4400  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AW4400
 AW4400  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4400
 AW4400.The horizontal coordinates were scaled from a topographic map and have
 AW4400.an estimated accuracy of +/- 6 seconds.
 AW4400
 AW4400.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4400.The vertical order pertains to the NGVD 29 superseded value.
 AW4400
 AW4400.The geoid height was determined by GEOID03.
 AW4400
 AW4400;                    North         East    Units  Estimated Accuracy
 AW4400;SPC TXSC     - 4,154,830.      928,770.      MT  (+/- 180 meters Scaled)
 AW4400
 AW4400                          SUPERSEDED SURVEY CONTROL
 AW4400
 AW4400  NGVD 29 (??/??/92)   10.018  (m)           32.87   (f) ADJ UNCH    2 0
 AW4400
 AW4400.Superseded values are not recommended for survey control.
 AW4400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4400.See file dsdata.txt to determine how the superseded data were derived.
 AW4400
 AW4400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN453315(NAD 83)
 AW4400_MARKER: DB = BENCH MARK DISK
 AW4400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AW4400_SP_SET: CULVERT
 AW4400_STAMPING: L 802 1943
 AW4400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AW4400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4400+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 AW4400
 AW4400  HISTORY     - Date     Condition        Report By
 AW4400  HISTORY     - 1943     MONUMENTED       CGS
 AW4400  HISTORY     - 19980305 GOOD             USPSQD
 AW4400  HISTORY     - 20041109 GOOD             USPSQD
 AW4400
 AW4400                          STATION DESCRIPTION
 AW4400
 AW4400'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4400'3.8 MI N FROM EAST COLUMBIA.
 AW4400'TO REACH FROM THE STEEL HIGHWAY BRIDGE OVER THE BRAZOS RIVER AT EAST
 AW4400'COLUMBIA.  PROCEED NORTHERLY 3.8 MILES ALONG CONCRETE ROAD TO A LARGE
 AW4400'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE
 AW4400'NORTH OF THE T INTERSECTION OF A CONCRETE ROAD LEADING WESTERLY, 16.0
 AW4400'FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD AND
 AW4400'IS SET HORIZONTALLY IN THE TOP NORTH END OF THE EAST HEADWALL OF THE
 AW4400'CONCRETE CULVERT.
 AW4400
 AW4400                          STATION RECOVERY (1998)
 AW4400
 AW4400'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4400'RECOVERED IN GOOD CONDITION.
 AW4400
 AW4400                          STATION RECOVERY (2004)
 AW4400
 AW4400'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AW4400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4415 ***********************************************************************
 AW4415  DESIGNATION -  L 803
 AW4415  PID         -  AW4415
 AW4415  STATE/COUNTY-  TX/BRAZORIA
 AW4415  USGS QUAD   -  OTEY (1980)
 AW4415
 AW4415                         *CURRENT SURVEY CONTROL
 AW4415  ___________________________________________________________________
 AW4415* NAD 83(1986)-  29 17 33.     (N)    095 35 12.     (W)     SCALED    
 AW4415* NAVD 88     -        14.12   (+/-2cm)      46.3    (feet)  VERTCON   
 AW4415  ___________________________________________________________________
 AW4415  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AW4415
 AW4415  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4415
 AW4415.The horizontal coordinates were scaled from a topographic map and have
 AW4415.an estimated accuracy of +/- 6 seconds.
 AW4415
 AW4415.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4415.The vertical order pertains to the NGVD 29 superseded value.
 AW4415
 AW4415.The geoid height was determined by GEOID03.
 AW4415
 AW4415;                    North         East    Units  Estimated Accuracy
 AW4415;SPC TXSC     - 4,166,550.      931,560.      MT  (+/- 180 meters Scaled)
 AW4415
 AW4415                          SUPERSEDED SURVEY CONTROL
 AW4415
 AW4415  NGVD 29 (??/??/92)   14.12   (m)           46.3    (f) COMPUTED    2 0
 AW4415
 AW4415.Superseded values are not recommended for survey control.
 AW4415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4415.See file dsdata.txt to determine how the superseded data were derived.
 AW4415
 AW4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN487431(NAD 83)
 AW4415_MARKER: DB = BENCH MARK DISK
 AW4415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4415_STAMPING: L 803 1943
 AW4415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4415+STABILITY: SURFACE MOTION
 AW4415
 AW4415  HISTORY     - Date     Condition        Report By
 AW4415  HISTORY     - 1943     MONUMENTED       CGS
 AW4415
 AW4415                          STATION DESCRIPTION
 AW4415
 AW4415'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4415'10.3 MI W FROM BONNEY.
 AW4415'TO REACH FROM THE GENERAL STORE AT BONNEY.  PROCEED SOUTHERLY 0.9 MILE
 AW4415'ALONG STATE HIGHWAY NO. 288, THENCE WESTERLY 7.8 MILES ALONG THE
 AW4415'RAMSEY PRISON FARM GRAVELED AND DIRT ROAD TO PRISON CAMP NO. 3, THENCE
 AW4415'SOUTHERLY 1.6 MILES ALONG DIM WAGON-ROAD PARALLELING THE BRAZOS RIVER
 AW4415'TO A FENCE WITH TWO GATES AND SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AW4415'1.6 MILES SOUTH OF PRISON CAMP NO. 3, ABOUT 0.1 MILE EAST OF THE EAST
 AW4415'BANK OF THE BRAZOS RIVER, 16.0 FEET WEST OF THE CENTERLINE OF THE
 AW4415'WESTERLY OF THE TWO GATES IN FENCE, 3.0 FEET EAST OF A 4 BY 4 INCH
 AW4415'WOODEN MARKER POST AND 1.0 FOOT NORTH OF THE FENCE. MONUMENT PROJECTS
 AW4415'ABOUT 0.5 FOOT, AND SET IN A CONCRETE POST.  NOTE-- (ALSO ABOUT 10.7
 AW4415'MILES EAST AND ACROSS BRAZOS RIVER FROM DAMON).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2257 ***********************************************************************
 AW2257  DESIGNATION -  L 804
 AW2257  PID         -  AW2257
 AW2257  STATE/COUNTY-  TX/HARRIS
 AW2257  USGS QUAD   -  CLODINE (1995)
 AW2257
 AW2257                         *CURRENT SURVEY CONTROL
 AW2257  ___________________________________________________________________
 AW2257* NAD 83(1986)-  29 42 43.     (N)    095 38 38.     (W)     SCALED    
 AW2257* NAVD 88     -        26.31   (+/-2cm)      86.3    (feet)  VERTCON   
 AW2257  ___________________________________________________________________
 AW2257  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AW2257  OBS GRAVITY -     979,274.2   (mgal)                       GRAV_OBS
 AW2257
 AW2257  VERT ORDER  -  FIRST     CLASS II (See Below)
 AW2257
 AW2257.The horizontal coordinates were scaled from a topographic map and have
 AW2257.an estimated accuracy of +/- 6 seconds.
 AW2257
 AW2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW2257.The vertical order pertains to the NGVD 29 superseded value.
 AW2257
 AW2257.The geoid height was determined by GEOID03.
 AW2257.The observed gravity was obtained from relative gravimeter ties
 AW2257.to the IGSN71 gravity network.
 AW2257
 AW2257;                    North         East    Units  Estimated Accuracy
 AW2257;SPC TXSC     - 4,212,860.      924,670.      MT  (+/- 180 meters Scaled)
 AW2257
 AW2257                          SUPERSEDED SURVEY CONTROL
 AW2257
 AW2257  NGVD 29 (04/06/79)   26.307  (m)           86.31   (f) ADJUSTED    1 2
 AW2257
 AW2257.Superseded values are not recommended for survey control.
 AW2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2257.See file dsdata.txt to determine how the superseded data were derived.
 AW2257
 AW2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN442897(NAD 83)
 AW2257_MARKER: DB = BENCH MARK DISK
 AW2257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AW2257_SP_SET: BRIDGE
 AW2257_STAMPING: L 804 1943
 AW2257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AW2257
 AW2257  HISTORY     - Date     Condition        Report By
 AW2257  HISTORY     - 1943     MONUMENTED       CGS
 AW2257  HISTORY     - 1973     GOOD             NGS
 AW2257  HISTORY     - 1978     GOOD             NGS
 AW2257  HISTORY     - 1983     MARK NOT FOUND   NGS
 AW2257  HISTORY     - 1986     MARK NOT FOUND   NGS
 AW2257  HISTORY     - 19940625 MARK NOT FOUND   USPSQD
 AW2257
 AW2257                          STATION DESCRIPTION
 AW2257
 AW2257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2257'5.0 MI S FROM ADDICKS.
 AW2257'5.0 MILES SOUTH ALONG STATE HIGHWAY FROM INTERSTATE HIGHWAY 10
 AW2257'OVERPASS AT ADDICKS, 0.1 MILE NORTH OF THE JUNCTION OF ALIEF-CLODINE
 AW2257'ROAD AND THE CROSSING OF THE SOUTHERN PACIFIC RAILROAD, IN THE TOP AND
 AW2257'2.3 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE CURB OF AN
 AW2257'ABANDONED BRIDGE UNDER THE FORMER HIGHWAY, 103 FEET EAST OF THE CENTER
 AW2257'LINE OF THE HIGHWAY, 0.6 FOOT SOUTH OF THE SOUTHWEST CORNER OF A
 AW2257'CONCRETE GUARDRAIL POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
 AW2257
 AW2257                          STATION RECOVERY (1978)
 AW2257
 AW2257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2257'RECOVERED IN GOOD CONDITION.
 AW2257
 AW2257                          STATION RECOVERY (1983)
 AW2257
 AW2257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AW2257'NOT RECOVERED, BRIDGE GONE, DISK LOST.
 AW2257
 AW2257                          STATION RECOVERY (1986)
 AW2257
 AW2257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2257'NOT RECOVERED.
 AW2257
 AW2257                          STATION RECOVERY (1994)
 AW2257
 AW2257'RECOVERY NOTE BY US POWER SQUADRON 1994
 AW2257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0578 ***********************************************************************
 BM0578  DESIGNATION -  L 804
 BM0578  PID         -  BM0578
 BM0578  STATE/COUNTY-  TX/TRAVIS
 BM0578  USGS QUAD   -  AUSTIN EAST (1988)
 BM0578
 BM0578                         *CURRENT SURVEY CONTROL
 BM0578  ___________________________________________________________________
 BM0578* NAD 83(1986)-  30 15 45.     (N)    097 43 42.     (W)     SCALED    
 BM0578* NAVD 88     -       143.432  (meters)     470.58   (feet)  POSTED    
 BM0578  ___________________________________________________________________
 BM0578  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 BM0578  DYNAMIC HT  -         143.240 (meters)     469.95  (feet)  COMP
 BM0578  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 BM0578
 BM0578  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BM0578
 BM0578.The horizontal coordinates were scaled from a topographic map and have
 BM0578.an estimated accuracy of +/- 6 seconds.
 BM0578
 BM0578.The orthometric height was determined by differential leveling
 BM0578.and adjusted by the National Geodetic Survey in 1992..
 BM0578.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BM0578.rate of 0.0 thru 1.0 mm/km.
 BM0578
 BM0578.The geoid height was determined by GEOID03.
 BM0578
 BM0578.The dynamic height is computed by dividing the NAVD 88
 BM0578.geopotential number by the normal gravity value computed on the
 BM0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BM0578.degrees latitude (g = 980.6199 gals.).
 BM0578
 BM0578.The modeled gravity was interpolated from observed gravity values.
 BM0578
 BM0578;                    North         East    Units  Estimated Accuracy
 BM0578;SPC TX C     - 3,068,990.      950,650.      MT  (+/- 180 meters Scaled)
 BM0578
 BM0578                          SUPERSEDED SURVEY CONTROL
 BM0578
 BM0578  NGVD 29 (??/??/92)  143.346  (m)          470.29   (f) ADJ UNCH    1 2
 BM0578
 BM0578.Superseded values are not recommended for survey control.
 BM0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0578.See file dsdata.txt to determine how the superseded data were derived.
 BM0578
 BM0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU223485(NAD 83)
 BM0578_MARKER: DB = BENCH MARK DISK
 BM0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0578_STAMPING: L 804 1953
 BM0578_MARK LOGO: CGS   
 BM0578_PROJECTION: PROJECTING 5 CENTIMETERS
 BM0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0578+STABILITY: SURFACE MOTION
 BM0578
 BM0578  HISTORY     - Date     Condition        Report By
 BM0578  HISTORY     - 1953     MONUMENTED       CGS
 BM0578  HISTORY     - 1980     GOOD             NGS
 BM0578  HISTORY     - 19860618 GOOD             USGS
 BM0578  HISTORY     - 1990     POOR             USPSQD
 BM0578  HISTORY     - 19991231 GOOD             USPSQD
 BM0578  HISTORY     - 20021103 MARK NOT FOUND   GEOCAC
 BM0578  HISTORY     - 20030308 POOR             USPSQD
 BM0578  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 BM0578
 BM0578                          STATION DESCRIPTION
 BM0578
 BM0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0578'0.8 MI E FROM AUSTIN.
 BM0578'0.8 MILE EAST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 BM0578'STATION AT AUSTIN, 85 FEET WEST OF THE CENTER LINE OF ONION STREET,
 BM0578'23.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 3 FEET WEST OF
 BM0578'MILEPOST 114, 3.8 FEET NORTH OF THE NORTH WALL OF A SHEET IRON
 BM0578'BUILDING, 2.6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 BM0578'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 BM0578
 BM0578                          STATION RECOVERY (1980)
 BM0578
 BM0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BM0578'IN AUSTIN, 0.7 KM (0.4 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 BM0578'FROM THE INTERSTATE 35 OVERPASS, 77.4 METERS (254 FT) EAST ALONG THE
 BM0578'RAILROAD FROM THE NAVASOTA STREET UNDERPASS, 28.0 METERS (92.0 FT)
 BM0578'WEST OF THE EXTENDED CENTERLINE OF ONION STREET, 11.8 METERS (38.8 FT)
 BM0578'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 6.6 METERS (21.7 FT)
 BM0578'SOUTHEAST OF A SWITCHSTAND, 1.1 METERS (3.6 FT) NORTH OF THE NORTH
 BM0578'EDGE OF AN OLD CONCRETE FOUNDATION.  NOTE-NOT LEVELED AT THIS TIME,
 BM0578'OFF MAIN LINE.
 BM0578'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 BM0578'THE MARK IS ABOVE LEVEL WITH THE RAILROAD.
 BM0578
 BM0578                          STATION RECOVERY (1986)
 BM0578
 BM0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (GL)
 BM0578'RECOVERED IN GOOD CONDITION.
 BM0578
 BM0578                          STATION RECOVERY (1990)
 BM0578
 BM0578'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB)
 BM0578'MARK RECOVERED IN POOR CONDITION.
 BM0578
 BM0578                          STATION RECOVERY (1999)
 BM0578
 BM0578'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0578'RECOVERED IN GOOD CONDITION.
 BM0578
 BM0578                          STATION RECOVERY (2002)
 BM0578
 BM0578'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 BM0578'MARK NOT FOUND.
 BM0578
 BM0578                          STATION RECOVERY (2003)
 BM0578
 BM0578'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWM)
 BM0578'POST LEANS ABOUT 20 DEGREES.
 BM0578
 BM0578                          STATION RECOVERY (2004)
 BM0578
 BM0578'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 BM0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW2120 ***********************************************************************
 AW2120  DESIGNATION -  L 805
 AW2120  PID         -  AW2120
 AW2120  STATE/COUNTY-  TX/HARRIS
 AW2120  USGS QUAD   -  ALIEF (1995)
 AW2120
 AW2120                         *CURRENT SURVEY CONTROL
 AW2120  ___________________________________________________________________
 AW2120* NAD 83(1986)-  29 37 46.     (N)    095 30 37.     (W)     SCALED    
 AW2120* NAVD 88     -        20.023  (meters)      65.69   (feet)  ADJUSTED  
 AW2120  ___________________________________________________________________
 AW2120  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AW2120  DYNAMIC HT  -          19.996 (meters)      65.60  (feet)  COMP
 AW2120  MODELED GRAV-     979,274.1   (mgal)                       NAVD 88
 AW2120  OBS GRAVITY -     979,278.0   (mgal)                       GRAV_OBS
 AW2120
 AW2120  VERT ORDER  -  FIRST     CLASS II
 AW2120
 AW2120.The horizontal coordinates were scaled from a topographic map and have
 AW2120.an estimated accuracy of +/- 6 seconds.
 AW2120
 AW2120.The orthometric height was determined by differential leveling
 AW2120.and adjusted by the National Geodetic Survey in September 1996..
 AW2120
 AW2120.The geoid height was determined by GEOID03.
 AW2120
 AW2120.The dynamic height is computed by dividing the NAVD 88
 AW2120.geopotential number by the normal gravity value computed on the
 AW2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW2120.degrees latitude (g = 980.6199 gals.).
 AW2120
 AW2120.The modeled gravity was interpolated from observed gravity values.
 AW2120.The observed gravity was obtained from relative gravimeter ties
 AW2120.to the IGSN71 gravity network.
 AW2120
 AW2120;                    North         East    Units  Estimated Accuracy
 AW2120;SPC TXSC     - 4,204,100.      937,860.      MT  (+/- 180 meters Scaled)
 AW2120
 AW2120                          SUPERSEDED SURVEY CONTROL
 AW2120
 AW2120  NAVD 88 (06/15/91)   20.254  (m)           66.45   (f) UNKNOWN     1 2
 AW2120  NGVD 29 (12/23/87)   20.249  (m)           66.43   (f) ADJUSTED    1 2
 AW2120
 AW2120.Superseded values are not recommended for survey control.
 AW2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW2120.See file dsdata.txt to determine how the superseded data were derived.
 AW2120
 AW2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN569803(NAD 83)
 AW2120_MARKER: DB = BENCH MARK DISK
 AW2120_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW2120_SP_SET: CULVERT HEADWALL
 AW2120_STAMPING: L 805 1943
 AW2120_MARK LOGO: CGS   
 AW2120_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW2120+STABILITY: SURFACE MOTION
 AW2120
 AW2120  HISTORY     - Date     Condition        Report By
 AW2120  HISTORY     - 1943     MONUMENTED       CGS
 AW2120  HISTORY     - 1973     GOOD             NGS
 AW2120  HISTORY     - 1978     GOOD             NGS
 AW2120  HISTORY     - 1986     GOOD             NGS
 AW2120  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AW2120  HISTORY     - 19951009 GOOD             CHANCE
 AW2120
 AW2120                          STATION DESCRIPTION
 AW2120
 AW2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW2120'3.05 MI NE FROM STAFFORD.
 AW2120'0.65 MILE EAST ALONG NORTH MAIN STREET FROM THE JUNCTION OF STAFFORD
 AW2120'ROAD AT STAFFORD, THENCE 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 90
 AW2120'ALT. 0.15 MILE SOUTHWEST OF THE JUNCTION OF FONDREN ROAD, AT THE
 AW2120'JUNCTION OF SETTEMONT ROAD SOUTH, IN THE TOP AND 1.3 FEET SOUTH OF THE
 AW2120'NORTH END OF THE EAST CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT, 50
 AW2120'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANES OF THE
 AW2120'HIGHWAY, 18 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 AW2120'LEVEL WITH THE HIGHWAY AND ROAD.
 AW2120
 AW2120                          STATION RECOVERY (1978)
 AW2120
 AW2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW2120'ADD=15 FEET NORTH OF POWER POLE NUMBER 46481.
 AW2120
 AW2120                          STATION RECOVERY (1986)
 AW2120
 AW2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW2120'RECOVERED IN GOOD CONDITION.
 AW2120
 AW2120                          STATION RECOVERY (1987)
 AW2120
 AW2120'RECOVERY NOTE BY US POWER SQUADRON 1987 (TT)
 AW2120'MARK NOT FOUND.
 AW2120
 AW2120                          STATION RECOVERY (1995)
 AW2120
 AW2120'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (KAL)
 AW2120'RECOVERED BY JEC 1995 RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT
 AW2120'MARK IS 20.5 FT (6.2 M) EAST OF THE CENTERLINE OF SETTEMONT ROAD.
 AW2120'ADDITIONAL TIES FOLLOW.  29 FT (8.8 M) SOUTHEAST OF A MANHOLE.  14 FT
 AW2120'(4.3 M) NORTHWEST OF UTILITY POLE MARKED  46481 AND 240375,  16.5 FT
 AW2120'(5.0 M) NORTHWEST OF A FIRE HYDRANT.  13 FT (4.0 M) WEST OF THE
 AW2120'SOUTHERLY OF TWO WATER METERS.  14.5 FT (4.4 M) WEST OF THE NORTHERLY
 AW2120'OF TWO WATER METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0418 ***********************************************************************
 BM0418  DESIGNATION -  L 805
 BM0418  PID         -  BM0418
 BM0418  STATE/COUNTY-  TX/BASTROP
 BM0418  USGS QUAD   -  LAKE BASTROP (1982)
 BM0418
 BM0418                         *CURRENT SURVEY CONTROL
 BM0418  ___________________________________________________________________
 BM0418* NAD 83(1986)-  30 10 15.     (N)    097 19 04.     (W)     SCALED    
 BM0418* NAVD 88     -       147.73   (+/-2cm)     484.7    (feet)  VERTCON   
 BM0418  ___________________________________________________________________
 BM0418  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 BM0418
 BM0418  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0418
 BM0418.The horizontal coordinates were scaled from a topographic map and have
 BM0418.an estimated accuracy of +/- 6 seconds.
 BM0418
 BM0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0418.The vertical order pertains to the NGVD 29 superseded value.
 BM0418
 BM0418.The geoid height was determined by GEOID03.
 BM0418
 BM0418;                    North         East    Units  Estimated Accuracy
 BM0418;SPC TX C     - 3,059,830.      990,420.      MT  (+/- 180 meters Scaled)
 BM0418
 BM0418                          SUPERSEDED SURVEY CONTROL
 BM0418
 BM0418  NGVD 29 (??/??/92)  147.669  (m)          484.48   (f) ADJ UNCH    1 2
 BM0418
 BM0418.Superseded values are not recommended for survey control.
 BM0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0418.See file dsdata.txt to determine how the superseded data were derived.
 BM0418
 BM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU619389(NAD 83)
 BM0418_MARKER: DB = BENCH MARK DISK
 BM0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BM0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BM0418_STAMPING: L 805 1953
 BM0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BM0418+STABILITY: SURFACE MOTION
 BM0418
 BM0418  HISTORY     - Date     Condition        Report By
 BM0418  HISTORY     - 1953     MONUMENTED       CGS
 BM0418
 BM0418                          STATION DESCRIPTION
 BM0418
 BM0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0418'6.05 MI NW FROM BASTROP.
 BM0418'6.05 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD
 BM0418'FROM THE STATION AT BASTROP, 41.5 FEET SOUTH OF THE 3RD POLE NORTH OF
 BM0418'MILEPOST 948, 36 FEET EAST OF THE EAST RAIL, 26.5 FEET WEST OF THE
 BM0418'CENTER LINE OF A GRAVELED ROAD, 3.4 FEET SOUTH OF A WITNESS POST, SET
 BM0418'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 BM0418'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4689 ***********************************************************************
 AW4689  DESIGNATION -  L 806
 AW4689  PID         -  AW4689
 AW4689  STATE/COUNTY-  TX/FORT BEND
 AW4689  USGS QUAD   -  RICHMOND NE (1980)
 AW4689
 AW4689                         *CURRENT SURVEY CONTROL
 AW4689  ___________________________________________________________________
 AW4689* NAD 83(1986)-  29 38 02.     (N)    095 49 02.     (W)     SCALED    
 AW4689* NAVD 88     -        28.84   (+/-2cm)      94.6    (feet)  VERTCON   
 AW4689  ___________________________________________________________________
 AW4689  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4689
 AW4689  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4689
 AW4689.The horizontal coordinates were scaled from a topographic map and have
 AW4689.an estimated accuracy of +/- 6 seconds.
 AW4689
 AW4689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4689.The vertical order pertains to the NGVD 29 superseded value.
 AW4689
 AW4689.The geoid height was determined by GEOID03.
 AW4689
 AW4689;                    North         East    Units  Estimated Accuracy
 AW4689;SPC TXSC     - 4,203,740.      908,140.      MT  (+/- 180 meters Scaled)
 AW4689
 AW4689                          SUPERSEDED SURVEY CONTROL
 AW4689
 AW4689  NGVD 29 (??/??/92)   28.84   (m)           94.6    (f) COMPUTED    2 0
 AW4689
 AW4689.Superseded values are not recommended for survey control.
 AW4689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4689.See file dsdata.txt to determine how the superseded data were derived.
 AW4689
 AW4689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN272815(NAD 83)
 AW4689_MARKER: DB = BENCH MARK DISK
 AW4689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4689_STAMPING: L 806 1943
 AW4689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4689+STABILITY: SURFACE MOTION
 AW4689
 AW4689  HISTORY     - Date     Condition        Report By
 AW4689  HISTORY     - 1943     MONUMENTED       CGS
 AW4689  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AW4689  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AW4689
 AW4689                          STATION DESCRIPTION
 AW4689
 AW4689'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4689'5.7 MI N FROM ROSENBERG.
 AW4689'TO REACH FROM THE CITY HALL AT ROSENBERG-- PROCEED 0.3 MILE WESTERLY
 AW4689'ALONG U. S. HIGHWAY NO.59 TO THE KATY-ROSENBERG ROAD INTERSECTION
 AW4689'LEADING NORTH, THENCE 5.4 MILES NORTHERLY TO SITE OF BENCH MARK. BENCH
 AW4689'MARK IS AT A POWER LINE CROSSING THE ROAD, ABOUT 0.4 MILE WEST OF A
 AW4689'RIGHT ANGLE CURVE TO THE SOUTH AND A T-ROAD INTERSECTION, AND 40.0
 AW4689'FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF ROAD. IT IS
 AW4689'4.0 FEET EAST OF POWER POLE NO.60 AND A FENCE CORNER, 1.7 FEET SOUTH
 AW4689'OF THE RIGHT-OF-WAY FENCE, AND 3.0 FEET WEST OF A 4X4-INCH WOODEN
 AW4689'MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.  A STANDARD DISK, STAMPED L
 AW4689'806 1943 AND SET IN THE TOP OF A CONCRETE POST.
 AW4689
 AW4689                          STATION RECOVERY (1990)
 AW4689
 AW4689'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4689'MARK NOT FOUND.
 AW4689
 AW4689                          STATION RECOVERY (1995)
 AW4689
 AW4689'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BM0422 ***********************************************************************
 BM0422  DESIGNATION -  L 806
 BM0422  PID         -  BM0422
 BM0422  STATE/COUNTY-  TX/BASTROP
 BM0422  USGS QUAD   -  LAKE BASTROP (1982)
 BM0422
 BM0422                         *CURRENT SURVEY CONTROL
 BM0422  ___________________________________________________________________
 BM0422* NAD 83(1986)-  30 08 55.     (N)    097 20 02.     (W)     SCALED    
 BM0422* NAVD 88     -       130.60   (+/-2cm)     428.5    (feet)  VERTCON   
 BM0422  ___________________________________________________________________
 BM0422  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BM0422
 BM0422  VERT ORDER  -  FIRST     CLASS II (See Below)
 BM0422
 BM0422.The horizontal coordinates were scaled from a topographic map and have
 BM0422.an estimated accuracy of +/- 6 seconds.
 BM0422
 BM0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 BM0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BM0422.The vertical order pertains to the NGVD 29 superseded value.
 BM0422
 BM0422.The geoid height was determined by GEOID03.
 BM0422
 BM0422;                    North         East    Units  Estimated Accuracy
 BM0422;SPC TX C     - 3,057,320.      988,940.      MT  (+/- 180 meters Scaled)
 BM0422
 BM0422                          SUPERSEDED SURVEY CONTROL
 BM0422
 BM0422  NGVD 29 (??/??/92)  130.534  (m)          428.26   (f) ADJ UNCH    1 2
 BM0422
 BM0422.Superseded values are not recommended for survey control.
 BM0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BM0422.See file dsdata.txt to determine how the superseded data were derived.
 BM0422
 BM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU604364(NAD 83)
 BM0422_MARKER: DB = BENCH MARK DISK
 BM0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BM0422_SP_SET: CULVERT
 BM0422_STAMPING: L 806 1953
 BM0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BM0422
 BM0422  HISTORY     - Date     Condition        Report By
 BM0422  HISTORY     - 1953     MONUMENTED       CGS
 BM0422  HISTORY     - 19951226 MARK NOT FOUND   USPSQD
 BM0422  HISTORY     - 19990522 POOR             USPSQD
 BM0422  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 BM0422
 BM0422                          STATION DESCRIPTION
 BM0422
 BM0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BM0422'4.0 MI NW FROM BASTROP.
 BM0422'4.0 MILES NORTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS RAILROAD FROM
 BM0422'THE STATION AT BASTROP, 145 FEET NORTH OF MILEPOST 950, 13.4 FEET
 BM0422'NORTHWEST OF THE NORTHWEST RAIL, 4 FEET BELOW THE TOP OF THE RAILS,
 BM0422'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 3X3
 BM0422'FOOT CONCRETE CULVERT.
 BM0422
 BM0422                          STATION RECOVERY (1995)
 BM0422
 BM0422'RECOVERY NOTE BY US POWER SQUADRON 1995
 BM0422'MARK NOT FOUND.
 BM0422
 BM0422                          STATION RECOVERY (1999)
 BM0422
 BM0422'RECOVERY NOTE BY US POWER SQUADRON 1999
 BM0422'MARK RECOVERED IN POOR CONDITION.
 BM0422
 BM0422                          STATION RECOVERY (2004)
 BM0422
 BM0422'RECOVERY NOTE BY US POWER SQUADRON 2004
 BM0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4690 ***********************************************************************
 AW4690  DESIGNATION -  L 806 RESET
 AW4690  PID         -  AW4690
 AW4690  STATE/COUNTY-  TX/FORT BEND
 AW4690  USGS QUAD   -  RICHMOND NE (1980)
 AW4690
 AW4690                         *CURRENT SURVEY CONTROL
 AW4690  ___________________________________________________________________
 AW4690* NAD 83(1986)-  29 38 02.     (N)    095 49 02.     (W)     SCALED    
 AW4690* NAVD 88     -        28.822  (meters)      94.56   (feet)  ADJUSTED  
 AW4690  ___________________________________________________________________
 AW4690  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AW4690  DYNAMIC HT  -          28.782 (meters)      94.43  (feet)  COMP
 AW4690  MODELED GRAV-     979,268.5   (mgal)                       NAVD 88
 AW4690
 AW4690  VERT ORDER  -  FIRST     CLASS II
 AW4690
 AW4690.The horizontal coordinates were scaled from a topographic map and have
 AW4690.an estimated accuracy of +/- 6 seconds.
 AW4690
 AW4690.The orthometric height was determined by differential leveling
 AW4690.and adjusted by the National Geodetic Survey in June 1991..
 AW4690
 AW4690.The geoid height was determined by GEOID03.
 AW4690
 AW4690.The dynamic height is computed by dividing the NAVD 88
 AW4690.geopotential number by the normal gravity value computed on the
 AW4690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4690.degrees latitude (g = 980.6199 gals.).
 AW4690
 AW4690.The modeled gravity was interpolated from observed gravity values.
 AW4690
 AW4690;                    North         East    Units  Estimated Accuracy
 AW4690;SPC TXSC     - 4,203,740.      908,140.      MT  (+/- 180 meters Scaled)
 AW4690
 AW4690                          SUPERSEDED SURVEY CONTROL
 AW4690
 AW4690  NGVD 29 (12/23/87)   28.817  (m)           94.54   (f) ADJUSTED    1 2
 AW4690
 AW4690.Superseded values are not recommended for survey control.
 AW4690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4690.See file dsdata.txt to determine how the superseded data were derived.
 AW4690
 AW4690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN272815(NAD 83)
 AW4690_MARKER: DB = BENCH MARK DISK
 AW4690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4690_SP_SET: CONCRETE POST
 AW4690_STAMPING: L 806 RESET 1963
 AW4690_MARK LOGO: CGS   
 AW4690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4690+STABILITY: SURFACE MOTION
 AW4690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AW4690+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 AW4690
 AW4690  HISTORY     - Date     Condition        Report By
 AW4690  HISTORY     - 1963     MONUMENTED       CGS
 AW4690  HISTORY     - 1973     GOOD             NGS
 AW4690  HISTORY     - 1986     GOOD             NGS
 AW4690  HISTORY     - 1990     GOOD             USPSQD
 AW4690  HISTORY     - 19950108 GOOD             USPSQD
 AW4690  HISTORY     - 19991120 GOOD             USPSQD
 AW4690  HISTORY     - 20051114 GOOD             WALLAC
 AW4690
 AW4690                          STATION DESCRIPTION
 AW4690
 AW4690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4690'5.65 MI N FROM ROSENBERG.
 AW4690'0.25 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 AW4690'THE STATION AT ROSENBERG, THENCE 4.95 MILES NORTH ALONG FARM ROAD 723,
 AW4690'THENCE 0.45 MILE NORTHWEST ALONG FARM ROAD 359, AT THE CROSSING OF A
 AW4690'STEEL TOWER POWER TRANSMISSION LINE, 50 FEET SOUTHWEST OF THE CENTER
 AW4690'LINE OF THE ROAD, 62.5 FEET NORTH-NORTHEAST OF THE EAST LEG OF THE
 AW4690'FIRST STEEL TOWER SOUTHWEST OF THE ROAD, 40 1/2 FEET SOUTHEAST OF THE
 AW4690'SOUTHEAST END OF A METAL GATE, 2 1/2 FEET NORTHWEST OF A T JUNCTION
 AW4690'FENCE POST, 2 1/2 FEET SOUTHWEST OF A POWER POLE, 0.6 FOOT SOUTHWEST
 AW4690'OF THE FENCE, 1.0 FOOT SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 AW4690'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 AW4690'ABOVE THE GROUND.
 AW4690
 AW4690                          STATION RECOVERY (1986)
 AW4690
 AW4690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4690'RECOVERED IN GOOD CONDITION.
 AW4690
 AW4690                          STATION RECOVERY (1990)
 AW4690
 AW4690'RECOVERY NOTE BY US POWER SQUADRON 1990 (DB)
 AW4690'RECOVERED IN GOOD CONDITION.
 AW4690
 AW4690                          STATION RECOVERY (1995)
 AW4690
 AW4690'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4690'RECOVERED IN GOOD CONDITION.
 AW4690
 AW4690                          STATION RECOVERY (1999)
 AW4690
 AW4690'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4690'RECOVERED IN GOOD CONDITION.
 AW4690
 AW4690                          STATION RECOVERY (2005)
 AW4690
 AW4690'RECOVERY NOTE BY THE WALLACE GROUP INC 2005 (MJM)
 AW4690'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0153 ***********************************************************************
 AY0153  DESIGNATION -  L 807
 AY0153  PID         -  AY0153
 AY0153  STATE/COUNTY-  TX/GUADALUPE
 AY0153  USGS QUAD   -  MC QUEENEY (1994)
 AY0153
 AY0153                         *CURRENT SURVEY CONTROL
 AY0153  ___________________________________________________________________
 AY0153* NAD 83(1986)-  29 33 04.     (N)    098 02 26.     (W)     SCALED    
 AY0153* NAVD 88     -       173.15   (+/-2cm)     568.1    (feet)  VERTCON   
 AY0153  ___________________________________________________________________
 AY0153  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AY0153
 AY0153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0153
 AY0153.The horizontal coordinates were scaled from a topographic map and have
 AY0153.an estimated accuracy of +/- 6 seconds.
 AY0153
 AY0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0153.The vertical order pertains to the NGVD 29 superseded value.
 AY0153
 AY0153.The geoid height was determined by GEOID03.
 AY0153
 AY0153;                    North         East    Units  Estimated Accuracy
 AY0153;SPC TXSC     - 4,190,760.      692,970.      MT  (+/- 180 meters Scaled)
 AY0153
 AY0153                          SUPERSEDED SURVEY CONTROL
 AY0153
 AY0153  NGVD 29 (??/??/92)  173.065  (m)          567.80   (f) ADJ UNCH    2 0
 AY0153
 AY0153.Superseded values are not recommended for survey control.
 AY0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0153.See file dsdata.txt to determine how the superseded data were derived.
 AY0153
 AY0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT929694(NAD 83)
 AY0153_MARKER: DB = BENCH MARK DISK
 AY0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0153_SP_SET: CULVERT
 AY0153_STAMPING: L 807 1943
 AY0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0153
 AY0153  HISTORY     - Date     Condition        Report By
 AY0153  HISTORY     - 1943     MONUMENTED       CGS
 AY0153  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AY0153  HISTORY     - 19880429 MARK NOT FOUND   USPSQD
 AY0153  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0153
 AY0153                          STATION DESCRIPTION
 AY0153
 AY0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0153'5.1 MI W FROM SEGUIN.
 AY0153'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO. 90 AND STATE
 AY0153'HIGHWAY NO. 123 AT SEGUIN-- PROCEED 5.1 MILES WESTERLY ALONG U. S.
 AY0153'HIGHWAY NO. 90 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE
 AY0153'EAST OF MUEHLSVILLE (A SERVICE STATION AND RESTAURANT) AND 24.0 FEET
 AY0153'NORTH OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE OF HIGHWAY.  IT IS
 AY0153'SET HORIZONTALLY IN THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 AY0153'CULVERT.
 AY0153
 AY0153                          STATION RECOVERY (1987)
 AY0153
 AY0153'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AY0153'MARK NOT FOUND.
 AY0153
 AY0153                          STATION RECOVERY (1988)
 AY0153
 AY0153'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 AY0153'MARK NOT FOUND.
 AY0153
 AY0153                          STATION RECOVERY (1989)
 AY0153
 AY0153'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2019 ***********************************************************************
 AX2019  DESIGNATION -  L 809
 AX2019  PID         -  AX2019
 AX2019  STATE/COUNTY-  TX/GUADALUPE
 AX2019  USGS QUAD   -  THOMAS SPRINGS (1987)
 AX2019
 AX2019                         *CURRENT SURVEY CONTROL
 AX2019  ___________________________________________________________________
 AX2019* NAD 83(1986)-  29 26 28.     (N)    097 58 18.     (W)     SCALED    
 AX2019* NAVD 88     -       185.99   (+/-2cm)     610.2    (feet)  VERTCON   
 AX2019  ___________________________________________________________________
 AX2019  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 AX2019
 AX2019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2019
 AX2019.The horizontal coordinates were scaled from a topographic map and have
 AX2019.an estimated accuracy of +/- 6 seconds.
 AX2019
 AX2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2019.The vertical order pertains to the NGVD 29 superseded value.
 AX2019
 AX2019.The geoid height was determined by GEOID03.
 AX2019
 AX2019;                    North         East    Units  Estimated Accuracy
 AX2019;SPC TXSC     - 4,178,620.      699,760.      MT  (+/- 180 meters Scaled)
 AX2019
 AX2019                          SUPERSEDED SURVEY CONTROL
 AX2019
 AX2019  NGVD 29 (??/??/92)  185.915  (m)          609.96   (f) ADJ UNCH    2 0
 AX2019
 AX2019.Superseded values are not recommended for survey control.
 AX2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2019.See file dsdata.txt to determine how the superseded data were derived.
 AX2019
 AX2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT997572(NAD 83)
 AX2019_MARKER: DB = BENCH MARK DISK
 AX2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2019_STAMPING: L 809 1943
 AX2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2019+STABILITY: SURFACE MOTION
 AX2019
 AX2019  HISTORY     - Date     Condition        Report By
 AX2019  HISTORY     - 1943     MONUMENTED       CGS
 AX2019  HISTORY     - 19930808 GOOD             USPSQD
 AX2019  HISTORY     - 19990925 GOOD             USPSQD
 AX2019
 AX2019                          STATION DESCRIPTION
 AX2019
 AX2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2019'10.95 MI S FROM SEGUIN.
 AX2019'TO REACH FROM THE COURT HOUSE AT SEGUIN-- PROCEED 8.9 MILES SOUTHERLY
 AX2019'ALONG STATE HIGHWAY NO. 123 TO A DIRT SIDE ROAD INTERSECTION LEADING
 AX2019'WEST, THENCE 0.85 MILE WESTERLY TO A SIDE ROAD INTERSECTION LEADING
 AX2019'SOUTH, THENCE 1.2 MILES SOUTHERLY TO SITE OF BENCH MARK.  BENCH MARK
 AX2019'IS ABOUT 0.4 MILE NORTH OF A SMALL WHITE FRAME SCHOOL HOUSE (NEGRO
 AX2019'SCHOOL) AND AN OLD ABANDONED CHURCH HOUSE.  IT IS 44.0 FEET EAST OF
 AX2019'AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF ROAD, 13.0 FEET NORTH OF
 AX2019'THE CENTERLINE OF A GATE AND A FARM ROAD LEADING EAST TO A NEGRO
 AX2019'SHACK, 1.0 FOOT WEST OF A FENCE, AND 3.8 FEET SOUTH OF A 4X4-INCH
 AX2019'WOODEN MARKER POST.  MONUMENT PROJECTS 0.6 FOOT.  A STANDARD DISK,
 AX2019'STAMPED L 809 1943 AND SET IN THE TOP OF A CONCRETE POST.
 AX2019
 AX2019                          STATION RECOVERY (1993)
 AX2019
 AX2019'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2019'RECOVERED IN GOOD CONDITION.
 AX2019
 AX2019                          STATION RECOVERY (1999)
 AX2019
 AX2019'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BN0121 ***********************************************************************
 BN0121  DESIGNATION -  L 81
 BN0121  PID         -  BN0121
 BN0121  STATE/COUNTY-  TX/GILLESPIE
 BN0121  USGS QUAD   -  FREDERICKSBURG WEST (1982)
 BN0121
 BN0121                         *CURRENT SURVEY CONTROL
 BN0121  ___________________________________________________________________
 BN0121* NAD 83(1986)-  30 19 59.     (N)    098 55 13.     (W)     SCALED    
 BN0121* NAVD 88     -       579.371  (meters)    1900.82   (feet)  ADJUSTED  
 BN0121  ___________________________________________________________________
 BN0121  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 BN0121  DYNAMIC HT  -         578.550 (meters)    1898.13  (feet)  COMP
 BN0121  MODELED GRAV-     979,205.7   (mgal)                       NAVD 88
 BN0121
 BN0121  VERT ORDER  -  FIRST     CLASS II
 BN0121
 BN0121.The horizontal coordinates were scaled from a topographic map and have
 BN0121.an estimated accuracy of +/- 6 seconds.
 BN0121
 BN0121.The orthometric height was determined by differential leveling
 BN0121.and adjusted by the National Geodetic Survey in June 1991..
 BN0121
 BN0121.The geoid height was determined by GEOID03.
 BN0121
 BN0121.The dynamic height is computed by dividing the NAVD 88
 BN0121.geopotential number by the normal gravity value computed on the
 BN0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BN0121.degrees latitude (g = 980.6199 gals.).
 BN0121
 BN0121.The modeled gravity was interpolated from observed gravity values.
 BN0121
 BN0121;                    North         East    Units  Estimated Accuracy
 BN0121;SPC TX C     - 3,074,740.      835,870.      MT  (+/- 180 meters Scaled)
 BN0121
 BN0121                          SUPERSEDED SURVEY CONTROL
 BN0121
 BN0121  NGVD 29 (??/??/92)  579.312  (m)         1900.63   (f) ADJ UNCH    1 2
 BN0121
 BN0121.Superseded values are not recommended for survey control.
 BN0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BN0121.See file dsdata.txt to determine how the superseded data were derived.
 BN0121
 BN0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU076556(NAD 83)
 BN0121_MARKER: DB = BENCH MARK DISK
 BN0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BN0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BN0121_STAMPING: L 81 1931
 BN0121_MARK LOGO: CGS   
 BN0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BN0121+STABILITY: SURFACE MOTION
 BN0121
 BN0121  HISTORY     - Date     Condition        Report By
 BN0121  HISTORY     - 1931     MONUMENTED       CGS
 BN0121  HISTORY     - 1953     GOOD             NGS
 BN0121  HISTORY     - 1982     GOOD             NGS
 BN0121  HISTORY     - 19930514 GOOD             USPSQD
 BN0121  HISTORY     - 19960309 MARK NOT FOUND   USPSQD
 BN0121
 BN0121                          STATION DESCRIPTION
 BN0121
 BN0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BN0121'5.1 MI NW FROM FREDERICKSBURG.
 BN0121'4.2 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT
 BN0121'FREDERICKSBURG, THENCE 0.9 MILE NORTHWEST ALONG AN OILED ROAD, 53
 BN0121'YARDS NORTHWEST OF A SMALL CONCRETE CULVERT, 41 FEET NORTHEAST OF THE
 BN0121'CENTER LINE OF AN OILED ROAD, 28 FEET WEST OF THE CENTER LINE OF A
 BN0121'GRAVELED ROAD LEADING NORTH, 2 FEET NORTHWEST OF A WITNESS POST, SET
 BN0121'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 BN0121'GROUND.
 BN0121
 BN0121                          STATION RECOVERY (1982)
 BN0121
 BN0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BN0121'RECOVERED THIS DATE, INACCESSIBLE, SURVEY LINE IS BEING REROUTED.
 BN0121
 BN0121                          STATION RECOVERY (1993)
 BN0121
 BN0121'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 BN0121'RECOVERED IN GOOD CONDITION.
 BN0121
 BN0121                          STATION RECOVERY (1996)
 BN0121
 BN0121'RECOVERY NOTE BY US POWER SQUADRON 1996
 BN0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4268 ***********************************************************************
 AW4268  DESIGNATION -  L 810
 AW4268  PID         -  AW4268
 AW4268  STATE/COUNTY-  TX/FORT BEND
 AW4268  USGS QUAD   -  BOLING (1980)
 AW4268
 AW4268                         *CURRENT SURVEY CONTROL
 AW4268  ___________________________________________________________________
 AW4268* NAD 83(1986)-  29 22 09.     (N)    095 53 08.     (W)     SCALED    
 AW4268* NAVD 88     -        25.23   (+/-2cm)      82.8    (feet)  VERTCON   
 AW4268  ___________________________________________________________________
 AW4268  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AW4268
 AW4268  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AW4268
 AW4268.The horizontal coordinates were scaled from a topographic map and have
 AW4268.an estimated accuracy of +/- 6 seconds.
 AW4268
 AW4268.The NAVD 88 height was computed by applying the VERTCON shift value to
 AW4268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AW4268.The vertical order pertains to the NGVD 29 superseded value.
 AW4268
 AW4268.The geoid height was determined by GEOID03.
 AW4268
 AW4268;                    North         East    Units  Estimated Accuracy
 AW4268;SPC TXSC     - 4,174,240.      902,310.      MT  (+/- 180 meters Scaled)
 AW4268
 AW4268                          SUPERSEDED SURVEY CONTROL
 AW4268
 AW4268  NGVD 29 (??/??/92)   25.229  (m)           82.77   (f) ADJ UNCH    2 0
 AW4268
 AW4268.Superseded values are not recommended for survey control.
 AW4268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4268.See file dsdata.txt to determine how the superseded data were derived.
 AW4268
 AW4268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN198523(NAD 83)
 AW4268_MARKER: DB = BENCH MARK DISK
 AW4268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW4268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AW4268_STAMPING: L 810 1943
 AW4268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4268+STABILITY: SURFACE MOTION
 AW4268
 AW4268  HISTORY     - Date     Condition        Report By
 AW4268  HISTORY     - 1943     MONUMENTED       CGS
 AW4268  HISTORY     - 19951210 MARK NOT FOUND   USPSQD
 AW4268  HISTORY     - 19980207 MARK NOT FOUND   USPSQD
 AW4268
 AW4268                          STATION DESCRIPTION
 AW4268
 AW4268'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AW4268'4.2 MI SW FROM NEEDVILLE.
 AW4268'TO REACH FROM THE FIRST STATE BANK AT NEEDVILLE, PROCEED 3.5 MILES
 AW4268'SOUTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT CROSS
 AW4268'ROAD (A POINT CALLED FOUR CORNERS OR MARLOW STORE), THENCE 0.7 MILE
 AW4268'NORTHWESTERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD
 AW4268'LEADING SOUTHWEST AND SITE OF BENCH MARK.  BENCH MARK IS IN THE WEST
 AW4268'ANGLE OF THE INTERSECTION.  IT IS 34.0 FEET NORTHWEST OF THE
 AW4268'CENTERLINE OF A DIRT ROAD LEADING SOUTHWEST, 31.5 FEET SOUTHWEST OF
 AW4268'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF A DIRT ROAD RUNNING
 AW4268'SOUTHEAST AND NORTHWEST, 4.4 FEET WEST OF A POWER TRANSMISSION POLE
 AW4268'WITH THE NO. J 98/7-AT THE TOP OF THE POLE.  MONUMENT IS 2.0 FEET
 AW4268'NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT
 AW4268'ABOVE THE GROUND, AND SET IN A CONCRETE POST.
 AW4268
 AW4268                          STATION RECOVERY (1995)
 AW4268
 AW4268'RECOVERY NOTE BY US POWER SQUADRON 1995
 AW4268'MARK NOT FOUND.
 AW4268
 AW4268                          STATION RECOVERY (1998)
 AW4268
 AW4268'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW4221 ***********************************************************************
 AW4221  DESIGNATION -  L 811
 AW4221  PID         -  AW4221
 AW4221  STATE/COUNTY-  TX/FORT BEND
 AW4221  USGS QUAD   -  GUY (1980)
 AW4221
 AW4221                         *CURRENT SURVEY CONTROL
 AW4221  ___________________________________________________________________
 AW4221* NAD 83(1986)-  29 22 20.     (N)    095 45 09.     (W)     SCALED    
 AW4221* NAVD 88     -        23.041  (meters)      75.59   (feet)  ADJUSTED  
 AW4221  ___________________________________________________________________
 AW4221  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AW4221  DYNAMIC HT  -          23.009 (meters)      75.49  (feet)  COMP
 AW4221  MODELED GRAV-     979,253.1   (mgal)                       NAVD 88
 AW4221
 AW4221  VERT ORDER  -  FIRST     CLASS II
 AW4221
 AW4221.The horizontal coordinates were scaled from a topographic map and have
 AW4221.an estimated accuracy of +/- 6 seconds.
 AW4221
 AW4221.The orthometric height was determined by differential leveling
 AW4221.and adjusted by the National Geodetic Survey in June 1991..
 AW4221
 AW4221.The geoid height was determined by GEOID03.
 AW4221
 AW4221.The dynamic height is computed by dividing the NAVD 88
 AW4221.geopotential number by the normal gravity value computed on the
 AW4221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW4221.degrees latitude (g = 980.6199 gals.).
 AW4221
 AW4221.The modeled gravity was interpolated from observed gravity values.
 AW4221
 AW4221;                    North         East    Units  Estimated Accuracy
 AW4221;SPC TXSC     - 4,174,930.      915,210.      MT  (+/- 180 meters Scaled)
 AW4221
 AW4221                          SUPERSEDED SURVEY CONTROL
 AW4221
 AW4221  NGVD 29 (12/23/87)   23.037  (m)           75.58   (f) ADJUSTED    1 2
 AW4221
 AW4221.Superseded values are not recommended for survey control.
 AW4221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW4221.See file dsdata.txt to determine how the superseded data were derived.
 AW4221
 AW4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN328523(NAD 83)
 AW4221_MARKER: DB = BENCH MARK DISK
 AW4221_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AW4221_SP_SET: CULVERT HEADWALL
 AW4221_STAMPING: L 811 1943
 AW4221_MARK LOGO: CGS   
 AW4221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW4221+STABILITY: SURFACE MOTION
 AW4221
 AW4221  HISTORY     - Date     Condition        Report By
 AW4221  HISTORY     - 1943     MONUMENTED       CGS
 AW4221  HISTORY     - 1973     GOOD             NGS
 AW4221  HISTORY     - 1986     GOOD             NGS
 AW4221  HISTORY     - 1988     GOOD             USPSQD
 AW4221  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AW4221  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 AW4221
 AW4221                          STATION DESCRIPTION
 AW4221
 AW4221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AW4221'2.15 MI NE FROM GUY.
 AW4221'2.15 MILES NORTHEAST ALONG FARM ROAD 1994 FROM THE JUNCTION OF STATE
 AW4221'HIGHWAY 36 AT GUY, 0.15 MILE NORTHEAST OF THE INTERSECTION OF JESKE
 AW4221'ROAD NORTHWEST AND HUGHES ROAD SOUTHEAST, IN THE TOP AND 0.6 FOOT
 AW4221'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A
 AW4221'24-INCH PIPE CULVERT, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AW4221'ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 AW4221
 AW4221                          STATION RECOVERY (1986)
 AW4221
 AW4221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW4221'RECOVERED IN GOOD CONDITION.
 AW4221
 AW4221                          STATION RECOVERY (1988)
 AW4221
 AW4221'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRM)
 AW4221'RECOVERED IN GOOD CONDITION.
 AW4221
 AW4221                          STATION RECOVERY (1998)
 AW4221
 AW4221'RECOVERY NOTE BY US POWER SQUADRON 1998
 AW4221'MARK NOT FOUND.
 AW4221
 AW4221                          STATION RECOVERY (1999)
 AW4221
 AW4221'RECOVERY NOTE BY US POWER SQUADRON 1999
 AW4221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0407 ***********************************************************************
 AX0407  DESIGNATION -  L 814
 AX0407  PID         -  AX0407
 AX0407  STATE/COUNTY-  TX/WHARTON
 AX0407  USGS QUAD   -  HUNGERFORD (1980)
 AX0407
 AX0407                         *CURRENT SURVEY CONTROL
 AX0407  ___________________________________________________________________
 AX0407* NAD 83(1986)-  29 23 59.     (N)    096 06 10.     (W)     SCALED    
 AX0407* NAVD 88     -        32.79   (+/-2cm)     107.6    (feet)  VERTCON   
 AX0407  ___________________________________________________________________
 AX0407  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0407
 AX0407  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0407
 AX0407.The horizontal coordinates were scaled from a topographic map and have
 AX0407.an estimated accuracy of +/- 6 seconds.
 AX0407
 AX0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0407.The vertical order pertains to the NGVD 29 superseded value.
 AX0407
 AX0407.The geoid height was determined by GEOID03.
 AX0407
 AX0407;                    North         East    Units  Estimated Accuracy
 AX0407;SPC TXSC     - 4,177,080.      881,140.      MT  (+/- 180 meters Scaled)
 AX0407
 AX0407                          SUPERSEDED SURVEY CONTROL
 AX0407
 AX0407  NGVD 29 (??/??/92)   32.793  (m)          107.59   (f) ADJ UNCH    2 0
 AX0407
 AX0407.Superseded values are not recommended for survey control.
 AX0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0407.See file dsdata.txt to determine how the superseded data were derived.
 AX0407
 AX0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT811557(NAD 83)
 AX0407_MARKER: DB = BENCH MARK DISK
 AX0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0407_STAMPING: L 814 1943
 AX0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0407+STABILITY: SURFACE MOTION
 AX0407
 AX0407  HISTORY     - Date     Condition        Report By
 AX0407  HISTORY     - 1943     MONUMENTED       CGS
 AX0407
 AX0407                          STATION DESCRIPTION
 AX0407
 AX0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0407'9.05 MI E FROM EGYPT.
 AX0407'TO REACH FROM THE POST OFFICE AT EGYPT, PROCEED 9.05 MILES EASTERLY
 AX0407'ALONG THE EGYPT - HUNGERFORD ROAD TO A T FENCE CORNER ON THE NORTH
 AX0407'SIDE OF THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 0.25 MILE EAST
 AX0407'OF A WOODEN CULVERT UNDER THE ROAD.  IT IS 41.0 FEET NORTH OF AND
 AX0407'ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD, 29.5 FEET WEST OF A
 AX0407'POWER TRANSMISSION POLE, 2.4 FEET EAST OF A T FENCE CORNER POST, 0.4
 AX0407'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  MONUMENT IS 3.0 FEET WEST
 AX0407'OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.2 FOOT ABOVE THE
 AX0407'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0161 ***********************************************************************
 AX0161  DESIGNATION -  L 815
 AX0161  PID         -  AX0161
 AX0161  STATE/COUNTY-  TX/COLORADO
 AX0161  USGS QUAD   -  CAT SPRING (1981)
 AX0161
 AX0161                         *CURRENT SURVEY CONTROL
 AX0161  ___________________________________________________________________
 AX0161* NAD 83(1986)-  29 47 44.     (N)    096 21 48.     (W)     SCALED    
 AX0161* NAVD 88     -        84.86   (+/-2cm)     278.4    (feet)  VERTCON   
 AX0161  ___________________________________________________________________
 AX0161  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX0161
 AX0161  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0161
 AX0161.The horizontal coordinates were scaled from a topographic map and have
 AX0161.an estimated accuracy of +/- 6 seconds.
 AX0161
 AX0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0161.The vertical order pertains to the NGVD 29 superseded value.
 AX0161
 AX0161.The geoid height was determined by GEOID03.
 AX0161
 AX0161;                    North         East    Units  Estimated Accuracy
 AX0161;SPC TXSC     - 4,220,340.      854,870.      MT  (+/- 180 meters Scaled)
 AX0161
 AX0161                          SUPERSEDED SURVEY CONTROL
 AX0161
 AX0161  NGVD 29 (??/??/92)   84.833  (m)          278.32   (f) ADJ UNCH    2 0
 AX0161
 AX0161.Superseded values are not recommended for survey control.
 AX0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0161.See file dsdata.txt to determine how the superseded data were derived.
 AX0161
 AX0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT548990(NAD 83)
 AX0161_MARKER: DB = BENCH MARK DISK
 AX0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0161_STAMPING: L 815 1943
 AX0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0161+STABILITY: SURFACE MOTION
 AX0161
 AX0161  HISTORY     - Date     Condition        Report By
 AX0161  HISTORY     - 1943     MONUMENTED       CGS
 AX0161  HISTORY     - 20050823 MARK NOT FOUND   USPSQD
 AX0161
 AX0161                          STATION DESCRIPTION
 AX0161
 AX0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0161'3.2 MI NE FROM BERNARDO.
 AX0161'TO REACH FROM THE FOUR CORNERS AT BERNARDO, PROCEED 3.2 MILES
 AX0161'NORTHEASTERLY ALONG A GRAVEL ROAD TO A T FENCE CORNER ON THE SOUTHEAST
 AX0161'SIDE OF THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 28.5 FEET
 AX0161'SOUTHEAST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD. IT
 AX0161'IS 4.0 FEET SOUTHEAST OF A T FENCE CORNER POST, 0.7 FOOT SOUTHWEST OF
 AX0161'A FENCE LINE LEADING SOUTHEAST FROM THE RIGHT-OF-WAY FENCE. MONUMENT
 AX0161'IS 2.4 FEET SOUTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND
 AX0161'PROJECTS 0.3 FOOT ABOVE THE GROUND.  A STANDARD DISK, SET IN THE TOP
 AX0161'OF A CONCRETE POST.
 AX0161
 AX0161                          STATION RECOVERY (2005)
 AX0161
 AX0161'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJG)
 AX0161'VERY HEAVY BRUSH ON FENCE LINE, NO MACHEGTE, NO WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0155 ***********************************************************************
 AX0155  DESIGNATION -  L 816
 AX0155  PID         -  AX0155
 AX0155  STATE/COUNTY-  TX/AUSTIN
 AX0155  USGS QUAD   -  SEALY (1981)
 AX0155
 AX0155                         *CURRENT SURVEY CONTROL
 AX0155  ___________________________________________________________________
 AX0155* NAD 83(1986)-  29 46 10.     (N)    096 10 49.     (W)     SCALED    
 AX0155* NAVD 88     -        62.25   (+/-2cm)     204.2    (feet)  VERTCON   
 AX0155  ___________________________________________________________________
 AX0155  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0155
 AX0155  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0155
 AX0155.The horizontal coordinates were scaled from a topographic map and have
 AX0155.an estimated accuracy of +/- 6 seconds.
 AX0155
 AX0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0155.The vertical order pertains to the NGVD 29 superseded value.
 AX0155
 AX0155.The geoid height was determined by GEOID03.
 AX0155
 AX0155;                    North         East    Units  Estimated Accuracy
 AX0155;SPC TXSC     - 4,217,860.      872,640.      MT  (+/- 180 meters Scaled)
 AX0155
 AX0155                          SUPERSEDED SURVEY CONTROL
 AX0155
 AX0155  NGVD 29 (??/??/92)   62.229  (m)          204.16   (f) ADJ UNCH    2 0
 AX0155
 AX0155.Superseded values are not recommended for survey control.
 AX0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0155.See file dsdata.txt to determine how the superseded data were derived.
 AX0155
 AX0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT726965(NAD 83)
 AX0155_MARKER: DB = BENCH MARK DISK
 AX0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0155_STAMPING: L 816 1943
 AX0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0155+STABILITY: SURFACE MOTION
 AX0155
 AX0155  HISTORY     - Date     Condition        Report By
 AX0155  HISTORY     - 1943     MONUMENTED       CGS
 AX0155
 AX0155                          STATION DESCRIPTION
 AX0155
 AX0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0155'2 0 MI SW FROM SEALY.
 AX0155'TO REACH FROM THE GULF, COLORADO AND SANTA FE RAILROAD FREIGHT STATION
 AX0155'AT SEALY, PROCEED 2.0 MILES SOUTHWESTERLY ALONG THE TRACK TO MILE POST
 AX0155'NO. 2 AND SITE OF BENCH MARK.  BENCH MARK IS 47.5 FEET NORTHWEST OF
 AX0155'AND ABOUT 1.5 FOOT BELOW THE CENTERLINE OF THE TRACK. IT IS 3.0 FEET
 AX0155'SOUTHWEST OF MILE POST NO. 2, 2.5 FEET SOUTHEAST OF THE NORTHWEST
 AX0155'RIGHT-OF-WAY FENCE.  MONUMENT IS 2.6 FEET NORTHEAST OF A 4X4 INCH
 AX0155'WHITE WOODEN MARKER POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND. A
 AX0155'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1183 ***********************************************************************
 AX1183  DESIGNATION -  L 817
 AX1183  PID         -  AX1183
 AX1183  STATE/COUNTY-  TX/COLORADO
 AX1183  USGS QUAD   -  FRELSBURG (1981)
 AX1183
 AX1183                         *CURRENT SURVEY CONTROL
 AX1183  ___________________________________________________________________
 AX1183* NAD 83(1986)-  29 45 15.     (N)    096 32 19.     (W)     SCALED    
 AX1183* NAVD 88     -        67.70   (+/-2cm)     222.1    (feet)  VERTCON   
 AX1183  ___________________________________________________________________
 AX1183  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AX1183
 AX1183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1183
 AX1183.The horizontal coordinates were scaled from a topographic map and have
 AX1183.an estimated accuracy of +/- 6 seconds.
 AX1183
 AX1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1183.The vertical order pertains to the NGVD 29 superseded value.
 AX1183
 AX1183.The geoid height was determined by GEOID03.
 AX1183
 AX1183;                    North         East    Units  Estimated Accuracy
 AX1183;SPC TXSC     - 4,215,390.      838,030.      MT  (+/- 180 meters Scaled)
 AX1183
 AX1183                          SUPERSEDED SURVEY CONTROL
 AX1183
 AX1183  NGVD 29 (??/??/92)   67.673  (m)          222.02   (f) ADJ UNCH    2 0
 AX1183
 AX1183.Superseded values are not recommended for survey control.
 AX1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1183.See file dsdata.txt to determine how the superseded data were derived.
 AX1183
 AX1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT380940(NAD 83)
 AX1183_MARKER: DB = BENCH MARK DISK
 AX1183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1183_SP_SET: CULVERT
 AX1183_STAMPING: L 817 1943
 AX1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1183
 AX1183  HISTORY     - Date     Condition        Report By
 AX1183  HISTORY     - 1943     MONUMENTED       CGS
 AX1183  HISTORY     - 1959     MARK NOT FOUND   TXHD
 AX1183  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1183
 AX1183                          STATION DESCRIPTION
 AX1183
 AX1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1183'4.2 MI N FROM COLUMBUS.
 AX1183'TO REACH FROM THE CROSSING OF U. S. HIGHWAY NO. 90 AND STATE HIGHWAY
 AX1183'NO. 71 AT COLUMBUS, PROCEED 1.0 MILE NORTHWESTERLY ALONG STATE HIGHWAY
 AX1183'NO. 71 INTERSECTION OF A PAVED ROAD LEADING NORTH TO FRELSBURG, THENCE
 AX1183'3.2 MILES NORTHERLY ALONG A PAVED ROAD TO CONCRETE CULVERT AND SITE OF
 AX1183'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE
 AX1183'SOUTHEAST END OF THE NORTHWEST WINGWALL OF A 5X20 FOOT CONCRETE BOX
 AX1183'CULVERT UNDER THE ROAD.  IT IS 10.4 FEET NORTH OF AND ABOUT 1.5 FOOT
 AX1183'BELOW THE CENTERLINE OF THE ROAD.  A STANDARD DISK, SET IN A DRILL
 AX1183'HOLE.
 AX1183
 AX1183                          STATION RECOVERY (1959)
 AX1183
 AX1183'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1959
 AX1183'THIS MARK IS REPORTED LOST BY THE TEXAS HIGHWAY DEPARTMENT, DUE TO
 AX1183'THE CULVERT WASHING OUT DURING THE RECENT FLOOD.
 AX1183
 AX1183                          STATION RECOVERY (2004)
 AX1183
 AX1183'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1183'NEW CULVERT REPLACED THE OLD ONE. MARK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1059 ***********************************************************************
 AX1059  DESIGNATION -  L 818
 AX1059  PID         -  AX1059
 AX1059  STATE/COUNTY-  TX/FAYETTE
 AX1059  USGS QUAD   -  ELLINGER (1981)
 AX1059
 AX1059                         *CURRENT SURVEY CONTROL
 AX1059  ___________________________________________________________________
 AX1059* NAD 83(1986)-  29 50 25.     (N)    096 42 30.     (W)     SCALED    
 AX1059* NAVD 88     -        86.33   (+/-2cm)     283.2    (feet)  VERTCON   
 AX1059  ___________________________________________________________________
 AX1059  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX1059
 AX1059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1059
 AX1059.The horizontal coordinates were scaled from a topographic map and have
 AX1059.an estimated accuracy of +/- 6 seconds.
 AX1059
 AX1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1059.The vertical order pertains to the NGVD 29 superseded value.
 AX1059
 AX1059.The geoid height was determined by GEOID03.
 AX1059
 AX1059;                    North         East    Units  Estimated Accuracy
 AX1059;SPC TXSC     - 4,224,600.      821,430.      MT  (+/- 180 meters Scaled)
 AX1059
 AX1059                          SUPERSEDED SURVEY CONTROL
 AX1059
 AX1059  NGVD 29 (??/??/92)   86.290  (m)          283.10   (f) ADJ UNCH    2 0
 AX1059
 AX1059.Superseded values are not recommended for survey control.
 AX1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1059.See file dsdata.txt to determine how the superseded data were derived.
 AX1059
 AX1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQU214032(NAD 83)
 AX1059_MARKER: DB = BENCH MARK DISK
 AX1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1059_STAMPING: L 818 1943
 AX1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1059+STABILITY: SURFACE MOTION
 AX1059
 AX1059  HISTORY     - Date     Condition        Report By
 AX1059  HISTORY     - 1943     MONUMENTED       CGS
 AX1059  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1059
 AX1059                          STATION DESCRIPTION
 AX1059
 AX1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1059'0.2 MI NW FROM ELLINGER.
 AX1059'0.2 MILE NORTHWEST ALONG THE ABANDONED LA GRANGE BRANCH OF THE
 AX1059'SOUTHERN PACIFIC RAILROAD FROM THE OLD STATION AT ELLINGER, FAYETTE
 AX1059'COUNTY, 0.2 MILE NORTHWEST OF THE POST OFFICE, AT A CROSS FENCE, 52.5
 AX1059'FEET NORTHEAST OF A 2-FOOT OAK TREE USED AS A GATEPOST, 32.7 FEET
 AX1059'SOUTHWEST OF THE CENTERLINE OF THE RAILROAD BED, 1.8 FEET NORTHWEST OF
 AX1059'A NORTH-AND-SOUTH FENCE, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 AX1059'POST, AND ABOUT 1-1/2 FEET LOWER THAN THE RAILROAD BED.  A STANDARD
 AX1059'DISK, STAMPED L 818 1943 AND SET IN THE TOP OF A CONCRETE POST
 AX1059'PROJECTING ABOUT 0.1 FOOT ABOVE GROUND.
 AX1059
 AX1059                          STATION RECOVERY (1997)
 AX1059
 AX1059'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1083 ***********************************************************************
 AX1083  DESIGNATION -  L 819
 AX1083  PID         -  AX1083
 AX1083  STATE/COUNTY-  TX/FAYETTE
 AX1083  USGS QUAD   -  SCHULENBURG (1981)
 AX1083
 AX1083                         *CURRENT SURVEY CONTROL
 AX1083  ___________________________________________________________________
 AX1083* NAD 83(1986)-  29 40 54.     (N)    096 55 51.     (W)     SCALED    
 AX1083* NAVD 88     -        88.63   (+/-2cm)     290.8    (feet)  VERTCON   
 AX1083  ___________________________________________________________________
 AX1083  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AX1083
 AX1083  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1083
 AX1083.The horizontal coordinates were scaled from a topographic map and have
 AX1083.an estimated accuracy of +/- 6 seconds.
 AX1083
 AX1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1083.The vertical order pertains to the NGVD 29 superseded value.
 AX1083
 AX1083.The geoid height was determined by GEOID03.
 AX1083
 AX1083;                    North         East    Units  Estimated Accuracy
 AX1083;SPC TXSC     - 4,206,620.      800,250.      MT  (+/- 180 meters Scaled)
 AX1083
 AX1083                          SUPERSEDED SURVEY CONTROL
 AX1083
 AX1083  NGVD 29 (??/??/92)   88.595  (m)          290.67   (f) ADJ UNCH    2 0
 AX1083
 AX1083.Superseded values are not recommended for survey control.
 AX1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1083.See file dsdata.txt to determine how the superseded data were derived.
 AX1083
 AX1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT002853(NAD 83)
 AX1083_MARKER: DB = BENCH MARK DISK
 AX1083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1083_SP_SET: CULVERT
 AX1083_STAMPING: L 819 1943
 AX1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1083+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1083
 AX1083  HISTORY     - Date     Condition        Report By
 AX1083  HISTORY     - 1943     MONUMENTED       CGS
 AX1083  HISTORY     - 1970     GOOD             TXHD
 AX1083  HISTORY     - 1987     GOOD             USPSQD
 AX1083  HISTORY     - 1987     GOOD             USPSQD
 AX1083  HISTORY     - 1990     GOOD             USPSQD
 AX1083  HISTORY     - 19970608 GOOD             USPSQD
 AX1083  HISTORY     - 20020812 GOOD             USPSQD
 AX1083  HISTORY     - 20050318 GOOD             USPSQD
 AX1083
 AX1083                          STATION DESCRIPTION
 AX1083
 AX1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1083'1.8 MI W FROM SCHULENBURG.
 AX1083'TO REACH FROM THE CROSSING OF U.S. HIGHWAY NO. 90 AND U.S. HIGHWAY NO.
 AX1083'77 AT SCHULENBURG, PROCEED 1.8 MILE WESTERLY ALONG U.S. HIGHWAY NO. 90
 AX1083'TO A CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX1083'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 3X6
 AX1083'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.  IT IS 0.1 MILE WEST OF A
 AX1083'LARGE STUCCO CAFE AND SERVICE STATION BUILDING, 22.4 FEET NORTH OF AND
 AX1083'ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 AX1083
 AX1083                          STATION RECOVERY (1970)
 AX1083
 AX1083'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1970
 AX1083'RECOVERED IN GOOD CONDITION.
 AX1083
 AX1083                          STATION RECOVERY (1987)
 AX1083
 AX1083'RECOVERY NOTE BY US POWER SQUADRON 1987 (CNJ)
 AX1083'RECOVERED IN GOOD CONDITION.
 AX1083
 AX1083                          STATION RECOVERY (1987)
 AX1083
 AX1083'RECOVERY NOTE BY US POWER SQUADRON 1987 (JCM)
 AX1083'RECOVERED IN GOOD CONDITION.
 AX1083
 AX1083                          STATION RECOVERY (1990)
 AX1083
 AX1083'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 AX1083'RECOVERED IN GOOD CONDITION.
 AX1083
 AX1083                          STATION RECOVERY (1997)
 AX1083
 AX1083'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1083'RECOVERED IN GOOD CONDITION.
 AX1083
 AX1083                          STATION RECOVERY (2002)
 AX1083
 AX1083'RECOVERY NOTE BY US POWER SQUADRON 2002 (CAG)
 AX1083'RECOVERED IN GOOD CONDITION.
 AX1083
 AX1083                          STATION RECOVERY (2005)
 AX1083
 AX1083'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0929 ***********************************************************************
 AY0929  DESIGNATION -  L 82
 AY0929  PID         -  AY0929
 AY0929  STATE/COUNTY-  TX/KENDALL
 AY0929  USGS QUAD   -  BOERNE (1982)
 AY0929
 AY0929                         *CURRENT SURVEY CONTROL
 AY0929  ___________________________________________________________________
 AY0929* NAD 83(1986)-  29 48 26.     (N)    098 44 26.     (W)     SCALED    
 AY0929* NAVD 88     -       443.659  (meters)    1455.57   (feet)  ADJUSTED  
 AY0929  ___________________________________________________________________
 AY0929  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 AY0929  DYNAMIC HT  -         443.015 (meters)    1453.46  (feet)  COMP
 AY0929  MODELED GRAV-     979,177.0   (mgal)                       NAVD 88
 AY0929
 AY0929  VERT ORDER  -  FIRST     CLASS II
 AY0929
 AY0929.The horizontal coordinates were scaled from a topographic map and have
 AY0929.an estimated accuracy of +/- 6 seconds.
 AY0929
 AY0929.The orthometric height was determined by differential leveling
 AY0929.and adjusted by the National Geodetic Survey in June 1991..
 AY0929
 AY0929.The geoid height was determined by GEOID03.
 AY0929
 AY0929.The dynamic height is computed by dividing the NAVD 88
 AY0929.geopotential number by the normal gravity value computed on the
 AY0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0929.degrees latitude (g = 980.6199 gals.).
 AY0929
 AY0929.The modeled gravity was interpolated from observed gravity values.
 AY0929
 AY0929;                    North         East    Units  Estimated Accuracy
 AY0929;SPC TXSC     - 4,218,790.      625,080.      MT  (+/- 180 meters Scaled)
 AY0929
 AY0929                          SUPERSEDED SURVEY CONTROL
 AY0929
 AY0929.No superseded survey control is available for this station.
 AY0929
 AY0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT250974(NAD 83)
 AY0929_MARKER: DB = BENCH MARK DISK
 AY0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0929_STAMPING: L 82 1931
 AY0929_MARK LOGO: CGS   
 AY0929_PROJECTION: PROJECTING 12 CENTIMETERS
 AY0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0929+STABILITY: SURFACE MOTION
 AY0929
 AY0929  HISTORY     - Date     Condition        Report By
 AY0929  HISTORY     - 1931     MONUMENTED       CGS
 AY0929  HISTORY     - 1953     GOOD             NGS
 AY0929  HISTORY     - 1982     GOOD             NGS
 AY0929  HISTORY     - 19940302 GOOD             USPSQD
 AY0929
 AY0929                          STATION DESCRIPTION
 AY0929
 AY0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 AY0929'1.7 MI NW FROM BOERNE.
 AY0929'1.7 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AY0929'STATION AT BOERNE, AT A ROAD CROSSING, 47 FEET EAST OF THE CENTER LINE
 AY0929'OF A NORTH AND SOUTH DIRT ROAD, 47 FEET NORTHEAST OF THE NORTHEAST
 AY0929'RAIL, 32.4 FEET NORTH OF MILEPOST 271, 1.5 FEET SOUTHEAST OF A WITNESS
 AY0929'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 AY0929'THE GROUND.
 AY0929
 AY0929                          STATION RECOVERY (1982)
 AY0929
 AY0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AY0929'2.2 KM (1.4 MI) NORTH NORTHWEST ALONG BUSINESS U.S. HIGHWAY 87 FROM
 AY0929'THE JUNCTION OF STATE HIGHWAY 46 EAST IN BOERNE, AT A HIGH TENSION 4
 AY0929'WIRE POWERLINE CROSSING THE HIGHWAY, 45.7 METERS (150.0 FT) NORTHEAST
 AY0929'OF THE CENTERLINE OF HIGHWAY 87, 14.0 METERS (46.0 FT) EAST OF A
 AY0929'POWERLINE POLE WITH GUY WIRES TO THE WEST AND NORTH WHERE THE
 AY0929'POWERLINE TURNS AND CROSSES THE HIGHWAY, AND 1.3 METERS (4.5 FT) WEST
 AY0929'SOUTHWEST OF A 0.6 METER (2.0 FT) HIGH PROTRUDING SHOULDER OF ROCK
 AY0929'OUTCROP.
 AY0929'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 AY0929'THE MARK IS 1.0 M ABOVE HIGHWAY 87.
 AY0929
 AY0929                          STATION RECOVERY (1994)
 AY0929
 AY0929'RECOVERY NOTE BY US POWER SQUADRON 1994
 AY0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1525 ***********************************************************************
 AN1525  DESIGNATION -  L 820
 AN1525  PID         -  AN1525
 AN1525  STATE/COUNTY-  TX/BEE
 AN1525  USGS QUAD   -  SKIDMORE NE (1979)
 AN1525
 AN1525                         *CURRENT SURVEY CONTROL
 AN1525  ___________________________________________________________________
 AN1525* NAD 83(1986)-  28 23 16.     (N)    097 33 01.     (W)     SCALED    
 AN1525* NAVD 88     -        42.56   (+/-2cm)     139.6    (feet)  VERTCON   
 AN1525  ___________________________________________________________________
 AN1525  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AN1525
 AN1525  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1525
 AN1525.The horizontal coordinates were scaled from a topographic map and have
 AN1525.an estimated accuracy of +/- 6 seconds.
 AN1525
 AN1525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1525.The vertical order pertains to the NGVD 29 superseded value.
 AN1525
 AN1525.The geoid height was determined by GEOID03.
 AN1525
 AN1525;                    North         East    Units  Estimated Accuracy
 AN1525;SPC TXSC     - 4,062,330.      742,080.      MT  (+/- 180 meters Scaled)
 AN1525
 AN1525                          SUPERSEDED SURVEY CONTROL
 AN1525
 AN1525  NGVD 29 (??/??/92)   42.614  (m)          139.81   (f) ADJ UNCH    2 0
 AN1525
 AN1525.Superseded values are not recommended for survey control.
 AN1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1525.See file dsdata.txt to determine how the superseded data were derived.
 AN1525
 AN1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS420410(NAD 83)
 AN1525_MARKER: DB = BENCH MARK DISK
 AN1525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1525_SP_SET: CULVERT
 AN1525_STAMPING: L 820 1943
 AN1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1525
 AN1525  HISTORY     - Date     Condition        Report By
 AN1525  HISTORY     - 1943     MONUMENTED       CGS
 AN1525  HISTORY     - 19960727 GOOD             USPSQD
 AN1525
 AN1525                          STATION DESCRIPTION
 AN1525
 AN1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1525'12.7 MI E FROM BEEVILLE.
 AN1525'12.7 MILES EAST ALONG STATE HIGHWAY 202 FROM THE COUNTY COURTHOUSE AT
 AN1525'BEEVILLE, BEE COUNTY, AT A 3- BY 3-FOOT CONCRETE-BOX CULVERT UNDER THE
 AN1525'HIGHWAY, IN THE CENTER OF THE SOUTHEAST HEADWALL, 17.2 FEET SOUTHEAST
 AN1525'OF THE CENTERLINE OF THE HIGHWAY AND 0.6 FOOT ABOVE THE HIGHWAY. A
 AN1525'STANDARD DISK, STAMPED L 820 1943.
 AN1525
 AN1525                          STATION RECOVERY (1996)
 AN1525
 AN1525'RECOVERY NOTE BY US POWER SQUADRON 1996
 AN1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2221 ***********************************************************************
 AX2221  DESIGNATION -  L 821
 AX2221  PID         -  AX2221
 AX2221  STATE/COUNTY-  TX/CALDWELL
 AX2221  USGS QUAD   -  LOCKHART SOUTH (1994)
 AX2221
 AX2221                         *CURRENT SURVEY CONTROL
 AX2221  ___________________________________________________________________
 AX2221* NAD 83(1986)-  29 45 27.     (N)    097 40 49.     (W)     SCALED    
 AX2221* NAVD 88     -       127.72   (+/-2cm)     419.0    (feet)  VERTCON   
 AX2221  ___________________________________________________________________
 AX2221  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2221
 AX2221  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2221
 AX2221.The horizontal coordinates were scaled from a topographic map and have
 AX2221.an estimated accuracy of +/- 6 seconds.
 AX2221
 AX2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2221.The vertical order pertains to the NGVD 29 superseded value.
 AX2221
 AX2221.The geoid height was determined by GEOID03.
 AX2221
 AX2221;                    North         East    Units  Estimated Accuracy
 AX2221;SPC TXSC     - 4,213,970.      727,630.      MT  (+/- 180 meters Scaled)
 AX2221
 AX2221                          SUPERSEDED SURVEY CONTROL
 AX2221
 AX2221  NGVD 29 (??/??/92)  127.656  (m)          418.82   (f) ADJ UNCH    2 0
 AX2221
 AX2221.Superseded values are not recommended for survey control.
 AX2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2221.See file dsdata.txt to determine how the superseded data were derived.
 AX2221
 AX2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT275926(NAD 83)
 AX2221_MARKER: DB = BENCH MARK DISK
 AX2221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2221_SP_SET: CULVERT
 AX2221_STAMPING: L 821 1943
 AX2221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX2221+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AX2221
 AX2221  HISTORY     - Date     Condition        Report By
 AX2221  HISTORY     - 1943     MONUMENTED       CGS
 AX2221  HISTORY     - 1959     GOOD             DOD
 AX2221  HISTORY     - 1988     GOOD             USPSQD
 AX2221  HISTORY     - 1990     GOOD             USPSQD
 AX2221  HISTORY     - 19930808 GOOD             USPSQD
 AX2221  HISTORY     - 19990925 GOOD             USPSQD
 AX2221  HISTORY     - 20030517 GOOD             USPSQD
 AX2221  HISTORY     - 20050222 GOOD             USPSQD
 AX2221  HISTORY     - 20060429 GOOD             USPSQD
 AX2221
 AX2221                          STATION DESCRIPTION
 AX2221
 AX2221'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2221'0.9 MI S FROM JOLIET.
 AX2221'0.9 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE GRADE SCHOOL AT JOLIET,
 AX2221'CALDWELL COUNTY, 5.6 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY
 AX2221'80 AT LULING, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF
 AX2221'THE EAST HEADWALL, 15 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AX2221'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  NOTE-- THE MARK IS 133 FEET
 AX2221'NORTH-NORTHWEST OF THE INTERSECTING CENTERLINES OF THE
 AX2221'NORTH-NORTHWEST-AND-SOUTH-SOUTHEAST HIGHWAY AND A FARM ROAD TO THE
 AX2221'NORTHEAST, 152 FEET SOUTH-SOUTHEAST OF THE WEST POINT OF A GROUP OF
 AX2221'TREES, AND 80 FEET SOUTH-SOUTHWEST OF THE SOUTH POINT OF A GROUP OF
 AX2221'TREES.
 AX2221
 AX2221                          STATION RECOVERY (1988)
 AX2221
 AX2221'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AX2221'RECOVERED IN GOOD CONDITION.
 AX2221
 AX2221                          STATION RECOVERY (1990)
 AX2221
 AX2221'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLP)
 AX2221'RECOVERED IN GOOD CONDITION.
 AX2221
 AX2221                          STATION RECOVERY (1993)
 AX2221
 AX2221'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2221'RECOVERED IN GOOD CONDITION.
 AX2221
 AX2221                          STATION RECOVERY (1999)
 AX2221
 AX2221'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2221'RECOVERED IN GOOD CONDITION.
 AX2221
 AX2221                          STATION RECOVERY (2003)
 AX2221
 AX2221'RECOVERY NOTE BY US POWER SQUADRON 2003 (WTJ)
 AX2221'RECOVERED IN GOOD CONDITION.
 AX2221
 AX2221                          STATION RECOVERY (2005)
 AX2221
 AX2221'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2221'RECOVERED IN GOOD CONDITION.
 AX2221
 AX2221                          STATION RECOVERY (2006)
 AX2221
 AX2221'RECOVERY NOTE BY US POWER SQUADRON 2006 (CS)
 AX2221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1384 ***********************************************************************
 AX1384  DESIGNATION -  L 822
 AX1384  PID         -  AX1384
 AX1384  STATE/COUNTY-  TX/GONZALES
 AX1384  USGS QUAD   -  WAELDER (1981)
 AX1384
 AX1384                         *CURRENT SURVEY CONTROL
 AX1384  ___________________________________________________________________
 AX1384* NAD 83(1986)-  29 38 58.     (N)    097 18 52.     (W)     SCALED    
 AX1384* NAVD 88     -       106.02   (+/-2cm)     347.8    (feet)  VERTCON   
 AX1384  ___________________________________________________________________
 AX1384  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AX1384
 AX1384  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1384
 AX1384.The horizontal coordinates were scaled from a topographic map and have
 AX1384.an estimated accuracy of +/- 6 seconds.
 AX1384
 AX1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1384.The vertical order pertains to the NGVD 29 superseded value.
 AX1384
 AX1384.The geoid height was determined by GEOID03.
 AX1384
 AX1384;                    North         East    Units  Estimated Accuracy
 AX1384;SPC TXSC     - 4,202,450.      763,180.      MT  (+/- 180 meters Scaled)
 AX1384
 AX1384                          SUPERSEDED SURVEY CONTROL
 AX1384
 AX1384  NGVD 29 (??/??/92)  105.976  (m)          347.69   (f) ADJ UNCH    2 0
 AX1384
 AX1384.Superseded values are not recommended for survey control.
 AX1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1384.See file dsdata.txt to determine how the superseded data were derived.
 AX1384
 AX1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT631811(NAD 83)
 AX1384_MARKER: DB = BENCH MARK DISK
 AX1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1384_SP_SET: CULVERT
 AX1384_STAMPING: L 822 1943
 AX1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1384
 AX1384  HISTORY     - Date     Condition        Report By
 AX1384  HISTORY     - 1943     MONUMENTED       CGS
 AX1384
 AX1384                          STATION DESCRIPTION
 AX1384
 AX1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1384'3.4 MI S FROM WAELDER.
 AX1384'3.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM THE SOUTHERN PACIFIC CO.
 AX1384'RAILROAD STATION AT WAELDER, GONZALES COUNTY, AT A LARGE CONCRETE
 AX1384'CULVERT, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL, 14 FEET
 AX1384'EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN
 AX1384'THE HIGHWAY.  A STANDARD DISK, STAMPED L 822 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2307 ***********************************************************************
 AX2307  DESIGNATION -  L 823
 AX2307  PID         -  AX2307
 AX2307  STATE/COUNTY-  TX/CALDWELL
 AX2307  USGS QUAD   -  HARWOOD (1981)
 AX2307
 AX2307                         *CURRENT SURVEY CONTROL
 AX2307  ___________________________________________________________________
 AX2307* NAD 83(1986)-  29 39 15.     (N)    097 34 56.     (W)     SCALED    
 AX2307* NAVD 88     -       107.86   (+/-2cm)     353.9    (feet)  VERTCON   
 AX2307  ___________________________________________________________________
 AX2307  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AX2307
 AX2307  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2307
 AX2307.The horizontal coordinates were scaled from a topographic map and have
 AX2307.an estimated accuracy of +/- 6 seconds.
 AX2307
 AX2307.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2307.The vertical order pertains to the NGVD 29 superseded value.
 AX2307
 AX2307.The geoid height was determined by GEOID03.
 AX2307
 AX2307;                    North         East    Units  Estimated Accuracy
 AX2307;SPC TXSC     - 4,202,630.      737,250.      MT  (+/- 180 meters Scaled)
 AX2307
 AX2307                          SUPERSEDED SURVEY CONTROL
 AX2307
 AX2307  NGVD 29 (??/??/92)  107.804  (m)          353.69   (f) ADJ UNCH    2 0
 AX2307
 AX2307.Superseded values are not recommended for survey control.
 AX2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2307.See file dsdata.txt to determine how the superseded data were derived.
 AX2307
 AX2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT372813(NAD 83)
 AX2307_MARKER: DB = BENCH MARK DISK
 AX2307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2307_SP_SET: CULVERT
 AX2307_STAMPING: L 823 1943
 AX2307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2307
 AX2307  HISTORY     - Date     Condition        Report By
 AX2307  HISTORY     - 1943     MONUMENTED       CGS
 AX2307  HISTORY     - 1971     MARK NOT FOUND   NGS
 AX2307  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AX2307  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AX2307
 AX2307                          STATION DESCRIPTION
 AX2307
 AX2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2307'4.6 MI E FROM LULING.
 AX2307'4.6 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHERN PACIFIC CO.
 AX2307'RAILROAD STATION AT LULING, CALDWELL COUNTY, 0.2 MILE EAST OF THE
 AX2307'INTERSECTION OF U.S. HIGHWAY 29, AT A SMALL CONCRETE BRIDGE, IN THE
 AX2307'TOP OF THE WEST END OF THE NORTH HEADWALL, 16 FEET NORTH OF THE
 AX2307'CENTERLINE OF THE HIGHWAY, AND 1.6 FEET HIGHER THAN THE HIGHWAY.  A
 AX2307'STANDARD DISK, STAMPED L 823 1943.
 AX2307
 AX2307                          STATION RECOVERY (1971)
 AX2307
 AX2307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX2307'MARK NOT FOUND.
 AX2307
 AX2307                          STATION RECOVERY (1987)
 AX2307
 AX2307'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX2307'MARK NOT FOUND.
 AX2307
 AX2307                          STATION RECOVERY (2005)
 AX2307
 AX2307'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX2307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1349 ***********************************************************************
 AX1349  DESIGNATION -  L 824
 AX1349  PID         -  AX1349
 AX1349  STATE/COUNTY-  TX/GONZALES
 AX1349  USGS QUAD   -  WAELDER (1981)
 AX1349
 AX1349                         *CURRENT SURVEY CONTROL
 AX1349  ___________________________________________________________________
 AX1349* NAD 83(1986)-  29 42 10.     (N)    097 21 01.     (W)     SCALED    
 AX1349* NAVD 88     -       119.57   (+/-2cm)     392.3    (feet)  VERTCON   
 AX1349  ___________________________________________________________________
 AX1349  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AX1349
 AX1349  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1349
 AX1349.The horizontal coordinates were scaled from a topographic map and have
 AX1349.an estimated accuracy of +/- 6 seconds.
 AX1349
 AX1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1349.The vertical order pertains to the NGVD 29 superseded value.
 AX1349
 AX1349.The geoid height was determined by GEOID03.
 AX1349
 AX1349;                    North         East    Units  Estimated Accuracy
 AX1349;SPC TXSC     - 4,208,310.      759,620.      MT  (+/- 180 meters Scaled)
 AX1349
 AX1349                          SUPERSEDED SURVEY CONTROL
 AX1349
 AX1349  NGVD 29 (??/??/92)  119.521  (m)          392.13   (f) ADJ UNCH    2 0
 AX1349
 AX1349.Superseded values are not recommended for survey control.
 AX1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1349.See file dsdata.txt to determine how the superseded data were derived.
 AX1349
 AX1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT595869(NAD 83)
 AX1349_MARKER: DB = BENCH MARK DISK
 AX1349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1349_SP_SET: CULVERT
 AX1349_STAMPING: L 824 1943
 AX1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX1349+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 AX1349
 AX1349  HISTORY     - Date     Condition        Report By
 AX1349  HISTORY     - 1943     MONUMENTED       CGS
 AX1349  HISTORY     - 1971     GOOD             NGS
 AX1349  HISTORY     - 1987     GOOD             USPSQD
 AX1349  HISTORY     - 1987     GOOD             USPSQD
 AX1349  HISTORY     - 1988     GOOD             USPSQD
 AX1349  HISTORY     - 1988     GOOD             USPSQD
 AX1349  HISTORY     - 1989     GOOD             USPSQD
 AX1349  HISTORY     - 20050318 GOOD             USPSQD
 AX1349
 AX1349                          STATION DESCRIPTION
 AX1349
 AX1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1349'3.1 MI W FROM WAELDER.
 AX1349'3.1 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE CITY WATER TANK AT
 AX1349'WAELDER, GONZALES COUNTY, AT A LARGE CONCRETE CULVERT, IN THE TOP OF
 AX1349'THE EAST END OF THE SOUTH HEADWALL, 21 FEET SOUTH OF THE CENTERLINE OF
 AX1349'THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 AX1349'DISK, STAMPED L 824 1943.
 AX1349
 AX1349                          STATION RECOVERY (1971)
 AX1349
 AX1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AX1349'RECOVERED IN GOOD CONDITION.
 AX1349
 AX1349                          STATION RECOVERY (1987)
 AX1349
 AX1349'RECOVERY NOTE BY US POWER SQUADRON 1987 (CTA)
 AX1349'RECOVERED IN GOOD CONDITION.
 AX1349
 AX1349                          STATION RECOVERY (1987)
 AX1349
 AX1349'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AX1349'RECOVERED IN GOOD CONDITION.
 AX1349
 AX1349                          STATION RECOVERY (1988)
 AX1349
 AX1349'RECOVERY NOTE BY US POWER SQUADRON 1988 (MA)
 AX1349'RECOVERED IN GOOD CONDITION.
 AX1349
 AX1349                          STATION RECOVERY (1988)
 AX1349
 AX1349'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEG)
 AX1349'RECOVERED IN GOOD CONDITION.
 AX1349
 AX1349                          STATION RECOVERY (1989)
 AX1349
 AX1349'RECOVERY NOTE BY US POWER SQUADRON 1989 (CTA)
 AX1349'RECOVERED IN GOOD CONDITION.
 AX1349
 AX1349                          STATION RECOVERY (2005)
 AX1349
 AX1349'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AX1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1435 ***********************************************************************
 AX1435  DESIGNATION -  L 825
 AX1435  PID         -  AX1435
 AX1435  STATE/COUNTY-  TX/FAYETTE
 AX1435  USGS QUAD   -  FLATONIA NW (1981)
 AX1435
 AX1435                         *CURRENT SURVEY CONTROL
 AX1435  ___________________________________________________________________
 AX1435* NAD 83(1986)-  29 45 00.     (N)    097 08 29.     (W)     SCALED    
 AX1435* NAVD 88     -       125.28   (+/-2cm)     411.0    (feet)  VERTCON   
 AX1435  ___________________________________________________________________
 AX1435  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AX1435
 AX1435  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1435
 AX1435.The horizontal coordinates were scaled from a topographic map and have
 AX1435.an estimated accuracy of +/- 6 seconds.
 AX1435
 AX1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1435.The vertical order pertains to the NGVD 29 superseded value.
 AX1435
 AX1435.The geoid height was determined by GEOID03.
 AX1435
 AX1435;                    North         East    Units  Estimated Accuracy
 AX1435;SPC TXSC     - 4,213,850.      779,750.      MT  (+/- 180 meters Scaled)
 AX1435
 AX1435                          SUPERSEDED SURVEY CONTROL
 AX1435
 AX1435  NGVD 29 (??/??/92)  125.231  (m)          410.86   (f) ADJ UNCH    2 0
 AX1435
 AX1435.Superseded values are not recommended for survey control.
 AX1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1435.See file dsdata.txt to determine how the superseded data were derived.
 AX1435
 AX1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT797925(NAD 83)
 AX1435_MARKER: DB = BENCH MARK DISK
 AX1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1435_STAMPING: L 825 1943
 AX1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1435+STABILITY: SURFACE MOTION
 AX1435
 AX1435  HISTORY     - Date     Condition        Report By
 AX1435  HISTORY     - 1943     MONUMENTED       CGS
 AX1435  HISTORY     - 19970607 GOOD             USPSQD
 AX1435
 AX1435                          STATION DESCRIPTION
 AX1435
 AX1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1435'5.1 MI N FROM FLATONIA.
 AX1435'5.1 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE INTERSECTION OF U. S.
 AX1435'HIGHWAY 90 AT FLATONIA, FAYETTE COUNTY, AT THE TOP OF A LOW GRADE, 150
 AX1435'FEET SOUTHEAST OF A PIPE CULVERT WITH ROCK HEADWALLS, 58 FEET
 AX1435'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF THE
 AX1435'RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 AX1435'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 825
 AX1435'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 AX1435'GROUND.
 AX1435
 AX1435                          STATION RECOVERY (1997)
 AX1435
 AX1435'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1512 ***********************************************************************
 AX1512  DESIGNATION -  L 827
 AX1512  PID         -  AX1512
 AX1512  STATE/COUNTY-  TX/LAVACA
 AX1512  USGS QUAD   -  MOULTON (1981)
 AX1512
 AX1512                         *CURRENT SURVEY CONTROL
 AX1512  ___________________________________________________________________
 AX1512* NAD 83(1986)-  29 33 53.     (N)    097 10 44.     (W)     SCALED    
 AX1512* NAVD 88     -       128.93   (+/-2cm)     423.0    (feet)  VERTCON   
 AX1512  ___________________________________________________________________
 AX1512  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AX1512
 AX1512  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1512
 AX1512.The horizontal coordinates were scaled from a topographic map and have
 AX1512.an estimated accuracy of +/- 6 seconds.
 AX1512
 AX1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1512.The vertical order pertains to the NGVD 29 superseded value.
 AX1512
 AX1512.The geoid height was determined by GEOID03.
 AX1512
 AX1512;                    North         East    Units  Estimated Accuracy
 AX1512;SPC TXSC     - 4,193,260.      776,440.      MT  (+/- 180 meters Scaled)
 AX1512
 AX1512                          SUPERSEDED SURVEY CONTROL
 AX1512
 AX1512  NGVD 29 (??/??/92)  128.89   (m)          422.9    (f) COMPUTED    2 0
 AX1512
 AX1512.Superseded values are not recommended for survey control.
 AX1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1512.See file dsdata.txt to determine how the superseded data were derived.
 AX1512
 AX1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT764719(NAD 83)
 AX1512_MARKER: DB = BENCH MARK DISK
 AX1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1512_STAMPING: L 827 1943
 AX1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1512+STABILITY: SURFACE MOTION
 AX1512
 AX1512  HISTORY     - Date     Condition        Report By
 AX1512  HISTORY     - 1943     MONUMENTED       CGS
 AX1512  HISTORY     - 1951     MARK NOT FOUND   LOCENG
 AX1512
 AX1512                          STATION DESCRIPTION
 AX1512
 AX1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1512'3.0 MI W FROM MOULTON.
 AX1512'TO REACH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT MOULTON,
 AX1512'PROCEED WESTERLY ON MOORE AVENUE, GO 0.3 MILE, TURN SOUTHERLY (LEFT)
 AX1512'ONTO GRADED ROAD, GO 0.8 MILE, TURN WESTERLY (RIGHT) ONTO THE ROAD TO
 AX1512'GONZALES AND GO 1.9 MILES TO A SMALL BRIDGE AND SITE OF BENCH MARK.
 AX1512'BENCH MARK IS ABOUT 87 FEET WEST OF THE WEST END OF THE BRIDGE, 33
 AX1512'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER-LINE OF THE
 AX1512'ROAD, 3.0 FEET EAST OF A 4X4 INCH WOODEN MARKER POST AND 3.0 FEET
 AX1512'SOUTH OF THE RIGHT-OF-WAY FENCE.
 AX1512
 AX1512                          STATION RECOVERY (1951)
 AX1512
 AX1512'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 AX1512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0223 ***********************************************************************
 AY0223  DESIGNATION -  L 828
 AY0223  PID         -  AY0223
 AY0223  STATE/COUNTY-  TX/WILSON
 AY0223  USGS QUAD   -  FLORESVILLE (1973)
 AY0223
 AY0223                         *CURRENT SURVEY CONTROL
 AY0223  ___________________________________________________________________
 AY0223* NAD 83(1986)-  29 12 19.     (N)    098 14 17.     (W)     SCALED    
 AY0223* NAVD 88     -       126.042  (meters)     413.52   (feet)  ADJUSTED  
 AY0223  ___________________________________________________________________
 AY0223  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 AY0223  DYNAMIC HT  -         125.862 (meters)     412.93  (feet)  COMP
 AY0223  MODELED GRAV-     979,210.4   (mgal)                       NAVD 88
 AY0223
 AY0223  VERT ORDER  -  FIRST     CLASS II
 AY0223
 AY0223.The horizontal coordinates were scaled from a topographic map and have
 AY0223.an estimated accuracy of +/- 6 seconds.
 AY0223
 AY0223.The orthometric height was determined by differential leveling
 AY0223.and adjusted by the National Geodetic Survey in June 1991..
 AY0223
 AY0223.The geoid height was determined by GEOID03.
 AY0223
 AY0223.The dynamic height is computed by dividing the NAVD 88
 AY0223.geopotential number by the normal gravity value computed on the
 AY0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AY0223.degrees latitude (g = 980.6199 gals.).
 AY0223
 AY0223.The modeled gravity was interpolated from observed gravity values.
 AY0223
 AY0223;                    North         East    Units  Estimated Accuracy
 AY0223;SPC TXSC     - 4,152,290.      674,090.      MT  (+/- 180 meters Scaled)
 AY0223
 AY0223                          SUPERSEDED SURVEY CONTROL
 AY0223
 AY0223  NGVD 29 (??/??/92)  125.979  (m)          413.32   (f) ADJ UNCH    1 2
 AY0223
 AY0223.Superseded values are not recommended for survey control.
 AY0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0223.See file dsdata.txt to determine how the superseded data were derived.
 AY0223
 AY0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT740309(NAD 83)
 AY0223_MARKER: DB = BENCH MARK DISK
 AY0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0223_STAMPING: L 828 1943
 AY0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0223+STABILITY: SURFACE MOTION
 AY0223
 AY0223  HISTORY     - Date     Condition        Report By
 AY0223  HISTORY     - 1943     MONUMENTED       CGS
 AY0223  HISTORY     - 1957     GOOD             DOD
 AY0223  HISTORY     - 1980     MARK NOT FOUND   NGS
 AY0223  HISTORY     - 19951021 MARK NOT FOUND   USPSQD
 AY0223
 AY0223                          STATION DESCRIPTION
 AY0223
 AY0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0223'4.4 MI SE FROM SASPAMCO.
 AY0223'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AY0223'STATION AT SASPAMCO-- PROCEED 4.4 MILES SOUTHEASTERLY ALONG THE
 AY0223'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE
 AY0223'SOUTHEAST OF MILEPOST 22, AND ABOUT 140.0 FEET NORTHWEST OF RAILROAD
 AY0223'CULVERT NO.22.25.  IT IS 37.0 FEET SOUTHWEST OF AND ABOUT 2.0 FEET
 AY0223'BELOW THE CENTERLINE OF TRACK, 18.4 FEET NORTHWEST OF THE CENTERLINE
 AY0223'OF A FARM ROAD CROSSING THE TRACK, 13.6 FEET NORTHEAST OF THE
 AY0223'RIGHT-OF-WAY FENCE, 2.7 FEET NORTHEAST OF TELEPHONE POLE NO.928, AND
 AY0223'2.7 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AY0223'PROJECTS 0.2 FOOT.
 AY0223
 AY0223                          STATION RECOVERY (1957)
 AY0223
 AY0223'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1957
 AY0223'RECOVERED IN GOOD CONDITION.
 AY0223
 AY0223                          STATION RECOVERY (1980)
 AY0223
 AY0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 AY0223'SEARCHED FOR, NOT RECOVERED.
 AY0223
 AY0223                          STATION RECOVERY (1995)
 AY0223
 AY0223'RECOVERY NOTE BY US POWER SQUADRON 1995
 AY0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0500 ***********************************************************************
 AY0500  DESIGNATION -  L 829
 AY0500  PID         -  AY0500
 AY0500  STATE/COUNTY-  TX/WILSON
 AY0500  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0500
 AY0500                         *CURRENT SURVEY CONTROL
 AY0500  ___________________________________________________________________
 AY0500* NAD 83(1986)-  29 13 53.     (N)    098 02 51.     (W)     SCALED    
 AY0500* NAVD 88     -       138.99   (+/-2cm)     456.0    (feet)  VERTCON   
 AY0500  ___________________________________________________________________
 AY0500  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AY0500
 AY0500  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0500
 AY0500.The horizontal coordinates were scaled from a topographic map and have
 AY0500.an estimated accuracy of +/- 6 seconds.
 AY0500
 AY0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0500.The vertical order pertains to the NGVD 29 superseded value.
 AY0500
 AY0500.The geoid height was determined by GEOID03.
 AY0500
 AY0500;                    North         East    Units  Estimated Accuracy
 AY0500;SPC TXSC     - 4,155,320.      692,590.      MT  (+/- 180 meters Scaled)
 AY0500
 AY0500                          SUPERSEDED SURVEY CONTROL
 AY0500
 AY0500  NGVD 29 (??/??/92)  138.924  (m)          455.79   (f) ADJ UNCH    2 0
 AY0500
 AY0500.Superseded values are not recommended for survey control.
 AY0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0500.See file dsdata.txt to determine how the superseded data were derived.
 AY0500
 AY0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT925339(NAD 83)
 AY0500_MARKER: DB = BENCH MARK DISK
 AY0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AY0500_SP_SET: CULVERT
 AY0500_STAMPING: L 829 1943
 AY0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AY0500
 AY0500  HISTORY     - Date     Condition        Report By
 AY0500  HISTORY     - 1943     MONUMENTED       CGS
 AY0500  HISTORY     - 1955     GOOD             NGS
 AY0500  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0500  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0500
 AY0500                          STATION DESCRIPTION
 AY0500
 AY0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0500'4.25 MI S FROM SUTHERLAND SPRINGS.
 AY0500'TO REACH FROM THE POST OFFICE AT SUTHERLAND SPRINGS-- PROCEED 2.5
 AY0500'MILES SOUTHEASTERLY ALONG U. S. HIGHWAY NO.87 TO THE INTERSECTION OF
 AY0500'STATE HIGHWAY NO.97 LEADING SOUTHWEST, THENCE 1.75 MILES SOUTHWESTERLY
 AY0500'TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE NORTHEAST OF A
 AY0500'DIRT ROAD CROSSING, AND ABOUT 0.1 MILE SOUTHWEST OF A WOODEN GATE AND
 AY0500'A FARM ROAD INTERSECTION LEADING NORTHWEST TO A WHITE FRAME HOUSE. IT
 AY0500'IS 18.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE
 AY0500'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE NORTHEAST END OF
 AY0500'THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
 AY0500
 AY0500                          STATION RECOVERY (1955)
 AY0500
 AY0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 AY0500'RECOVERED IN GOOD CONDITION.
 AY0500
 AY0500                          STATION RECOVERY (1996)
 AY0500
 AY0500'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0500'MARK NOT FOUND.
 AY0500
 AY0500                          STATION RECOVERY (2003)
 AY0500
 AY0500'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0501 ***********************************************************************
 AY0501  DESIGNATION -  L 829 RESET 1955
 AY0501  PID         -  AY0501
 AY0501  STATE/COUNTY-  TX/WILSON
 AY0501  USGS QUAD   -  MARCELINAS HILLS (1961)
 AY0501
 AY0501                         *CURRENT SURVEY CONTROL
 AY0501  ___________________________________________________________________
 AY0501* NAD 83(1986)-  29 13 53.     (N)    098 02 52.     (W)     SCALED    
 AY0501* NAVD 88     -       138.25   (+/-2cm)     453.6    (feet)  VERTCON   
 AY0501  ___________________________________________________________________
 AY0501  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AY0501
 AY0501  VERT ORDER  -  THIRD (See Below)
 AY0501
 AY0501.The horizontal coordinates were scaled from a topographic map and have
 AY0501.an estimated accuracy of +/- 6 seconds.
 AY0501
 AY0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0501.The vertical order pertains to the NGVD 29 superseded value.
 AY0501
 AY0501.The geoid height was determined by GEOID03.
 AY0501
 AY0501;                    North         East    Units  Estimated Accuracy
 AY0501;SPC TXSC     - 4,155,320.      692,560.      MT  (+/- 180 meters Scaled)
 AY0501
 AY0501                          SUPERSEDED SURVEY CONTROL
 AY0501
 AY0501  NGVD 29 (01/29/03)  138.19   (m)          453.4    (f) RESET       3  
 AY0501
 AY0501.Superseded values are not recommended for survey control.
 AY0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0501.See file dsdata.txt to determine how the superseded data were derived.
 AY0501
 AY0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT925339(NAD 83)
 AY0501_MARKER: DB = BENCH MARK DISK
 AY0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0501_STAMPING: L 829 RESET 1955
 AY0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0501+STABILITY: SURFACE MOTION
 AY0501
 AY0501  HISTORY     - Date     Condition        Report By
 AY0501  HISTORY     - 1955     MONUMENTED       CGS
 AY0501  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AY0501
 AY0501                          STATION DESCRIPTION
 AY0501
 AY0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 AY0501'10.3 MI NE FROM FLORESVILLE.
 AY0501'ABOUT 10.3 MILES NORTHEAST FROM THE COURT HOUSE IN FLORESVILLE, WILSON
 AY0501'COUNTY, TEXAS, ALONG HIGHWAY NO.97, ABOUT 0.1 MILE SOUTHWEST OF A GATE
 AY0501'AND A ROAD LEADING NORTHWEST TO A FARM HOUSE, 32 YARDS SOUTH WEST OF
 AY0501'THE END OF A CULVERT, 7 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY
 AY0501'FENCE AND A T FENCE CORNER AND 1 FOOT EAST OF THE T FENCE. A STANDARD
 AY0501'DISK STAMPED L 829 RESET 1955 SET IN A CONCRETE MONUMENT WHICH
 AY0501'PROJECTS ABOUT 3 INCHES.
 AY0501
 AY0501                          STATION RECOVERY (2003)
 AY0501
 AY0501'RECOVERY NOTE BY US POWER SQUADRON 2003 (GLF)
 AY0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0089 ***********************************************************************
 CA0089  DESIGNATION -  L 83
 CA0089  PID         -  CA0089
 CA0089  STATE/COUNTY-  TX/LAMPASAS
 CA0089  USGS QUAD   -  LAMPASAS (1954)
 CA0089
 CA0089                         *CURRENT SURVEY CONTROL
 CA0089  ___________________________________________________________________
 CA0089* NAD 83(1986)-  31 06 25.     (N)    098 11 20.     (W)     SCALED    
 CA0089* NAVD 88     -       344.070  (meters)    1128.84   (feet)  ADJUSTED  
 CA0089  ___________________________________________________________________
 CA0089  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 CA0089  DYNAMIC HT  -         343.612 (meters)    1127.33  (feet)  COMP
 CA0089  MODELED GRAV-     979,297.9   (mgal)                       NAVD 88
 CA0089
 CA0089  VERT ORDER  -  FIRST     CLASS II
 CA0089
 CA0089.The horizontal coordinates were scaled from a topographic map and have
 CA0089.an estimated accuracy of +/- 6 seconds.
 CA0089
 CA0089.The orthometric height was determined by differential leveling
 CA0089.and adjusted by the National Geodetic Survey in June 1991..
 CA0089.WARNING-Repeat measurements at this control monument indicate possible
 CA0089.vertical movement.
 CA0089
 CA0089.The geoid height was determined by GEOID03.
 CA0089
 CA0089.The dynamic height is computed by dividing the NAVD 88
 CA0089.geopotential number by the normal gravity value computed on the
 CA0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0089.degrees latitude (g = 980.6199 gals.).
 CA0089
 CA0089.The modeled gravity was interpolated from observed gravity values.
 CA0089
 CA0089;                    North         East    Units  Estimated Accuracy
 CA0089;SPC TX C     - 3,161,630.      904,540.      MT  (+/- 180 meters Scaled)
 CA0089
 CA0089                          SUPERSEDED SURVEY CONTROL
 CA0089
 CA0089  NGVD 29 (??/??/92)  343.987  (m)         1128.56   (f) ADJ UNCH    1 2
 CA0089
 CA0089.Superseded values are not recommended for survey control.
 CA0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0089.See file dsdata.txt to determine how the superseded data were derived.
 CA0089
 CA0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV773417(NAD 83)
 CA0089_MARKER: DB = BENCH MARK DISK
 CA0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CA0089_SP_SET: CULVERT
 CA0089_MARK LOGO: CGS   
 CA0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0089
 CA0089  HISTORY     - Date     Condition        Report By
 CA0089  HISTORY     - UNK      MONUMENTED       CGS
 CA0089  HISTORY     - 1932     GOOD             NGS
 CA0089  HISTORY     - 1934     GOOD             NGS
 CA0089  HISTORY     - 1983     GOOD             NGS
 CA0089
 CA0089                          STATION DESCRIPTION
 CA0089
 CA0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0089'3.0 MI N FROM LAMPASAS.
 CA0089'ON THE G.C. AND SANTA FE R.R., 10 FEET EAST OF TRACK, TOP SOUTH END OF
 CA0089'CULVERT NO. 276-B, WHICH IS 8 RAILS NORTH OF SIGNAL TOWER NO. 2762 AND
 CA0089'7 POLES NORTH OF MILE POLE NO. 276.
 CA0089
 CA0089                          STATION RECOVERY (1934)
 CA0089
 CA0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0089'RECOVERED IN GOOD CONDITION.
 CA0089
 CA0089                          STATION RECOVERY (1983)
 CA0089
 CA0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1540 ***********************************************************************
 AX1540  DESIGNATION -  L 831
 AX1540  PID         -  AX1540
 AX1540  STATE/COUNTY-  TX/BASTROP
 AX1540  USGS QUAD   -  JEDDO (1981)
 AX1540
 AX1540                         *CURRENT SURVEY CONTROL
 AX1540  ___________________________________________________________________
 AX1540* NAD 83(1986)-  29 48 38.     (N)    097 19 09.     (W)     SCALED    
 AX1540* NAVD 88     -       137.19   (+/-2cm)     450.1    (feet)  VERTCON   
 AX1540  ___________________________________________________________________
 AX1540  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AX1540
 AX1540  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1540
 AX1540.The horizontal coordinates were scaled from a topographic map and have
 AX1540.an estimated accuracy of +/- 6 seconds.
 AX1540
 AX1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1540.The vertical order pertains to the NGVD 29 superseded value.
 AX1540
 AX1540.The geoid height was determined by GEOID03.
 AX1540
 AX1540;                    North         East    Units  Estimated Accuracy
 AX1540;SPC TX C     - 3,019,900.      991,370.      MT  (+/- 180 meters Scaled)
 AX1540
 AX1540                          SUPERSEDED SURVEY CONTROL
 AX1540
 AX1540  NGVD 29 (??/??/92)  137.140  (m)          449.93   (f) ADJ UNCH    2 0
 AX1540
 AX1540.Superseded values are not recommended for survey control.
 AX1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1540.See file dsdata.txt to determine how the superseded data were derived.
 AX1540
 AX1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT624989(NAD 83)
 AX1540_MARKER: DB = BENCH MARK DISK
 AX1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1540_STAMPING: L 831 1943
 AX1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1540+STABILITY: SURFACE MOTION
 AX1540
 AX1540  HISTORY     - Date     Condition        Report By
 AX1540  HISTORY     - 1943     MONUMENTED       CGS
 AX1540
 AX1540                          STATION DESCRIPTION
 AX1540
 AX1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1540'0.3 MI W FROM JEDDO.
 AX1540'0.3 MILE WEST ALONG A GRADED ROAD LEADING TO DELHI FROM THE GENERAL
 AX1540'STORE AT JEDDO, BASTROP COUNTY, ABOUT 250 FEET WEST OF A SMALL WOODEN
 AX1540'CULVERT, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF
 AX1540'THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 AX1540'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED L 831 1943 AND SET
 AX1540'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AO0001 ***********************************************************************
 AO0001  DESIGNATION -  L 832
 AO0001  PID         -  AO0001
 AO0001  STATE/COUNTY-  TX/KARNES
 AO0001  USGS QUAD   -  FALLS CITY (1961)
 AO0001
 AO0001                         *CURRENT SURVEY CONTROL
 AO0001  ___________________________________________________________________
 AO0001* NAD 83(1986)-  28 59 16.     (N)    098 01 43.     (W)     SCALED    
 AO0001* NAVD 88     -        94.332  (meters)     309.49   (feet)  ADJUSTED  
 AO0001  ___________________________________________________________________
 AO0001  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 AO0001  DYNAMIC HT  -          94.196 (meters)     309.04  (feet)  COMP
 AO0001  MODELED GRAV-     979,203.7   (mgal)                       NAVD 88
 AO0001
 AO0001  VERT ORDER  -  FIRST     CLASS II
 AO0001
 AO0001.The horizontal coordinates were scaled from a topographic map and have
 AO0001.an estimated accuracy of +/- 6 seconds.
 AO0001
 AO0001.The orthometric height was determined by differential leveling
 AO0001.and adjusted by the National Geodetic Survey in June 1991..
 AO0001
 AO0001.The geoid height was determined by GEOID03.
 AO0001
 AO0001.The dynamic height is computed by dividing the NAVD 88
 AO0001.geopotential number by the normal gravity value computed on the
 AO0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AO0001.degrees latitude (g = 980.6199 gals.).
 AO0001
 AO0001.The modeled gravity was interpolated from observed gravity values.
 AO0001
 AO0001;                    North         East    Units  Estimated Accuracy
 AO0001;SPC TXSC     - 4,128,340.      694,650.      MT  (+/- 180 meters Scaled)
 AO0001
 AO0001                          SUPERSEDED SURVEY CONTROL
 AO0001
 AO0001  NGVD 29 (??/??/92)   94.27   (m)          309.3    (f) COMPUTED    1 2
 AO0001
 AO0001.Superseded values are not recommended for survey control.
 AO0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AO0001.See file dsdata.txt to determine how the superseded data were derived.
 AO0001
 AO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT946070(NAD 83)
 AO0001_MARKER: DB = BENCH MARK DISK
 AO0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AO0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AO0001_STAMPING: L 832 1943
 AO0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AO0001+STABILITY: SURFACE MOTION
 AO0001
 AO0001  HISTORY     - Date     Condition        Report By
 AO0001  HISTORY     - 1943     MONUMENTED       CGS
 AO0001  HISTORY     - 1981     MARK NOT FOUND   NGS
 AO0001  HISTORY     - 20050405 MARK NOT FOUND   USPSQD
 AO0001
 AO0001                          STATION DESCRIPTION
 AO0001
 AO0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AO0001'0.9 MI NW FROM FALLS CITY.
 AO0001'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AO0001'STATION AT FALLS CITY-- PROCEED 0.9 MILE NORTHWESTERLY ALONG THE
 AO0001'RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 48.0 FEET
 AO0001'NORTHEAST OF THE CENTERLINE OF U. S. HIGHWAY NO. 181, AND 38.0 FEET
 AO0001'SOUTHWEST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF TRACK.  IT IS
 AO0001'7.5 FEET NORTHWEST OF THE SIXTH POLE (ABOUT 0.2 MILE) SOUTHEAST OF
 AO0001'MILEPOST 43, 4.5 FEET NORTH OF TELEPHONE POLE NO. JIA-15, AND 3 FEET
 AO0001'SOUTHEAST OF A 4X4 INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.1
 AO0001'FOOT.
 AO0001
 AO0001                          STATION RECOVERY (1981)
 AO0001
 AO0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AO0001'SEARCHED FOR, NOT RECOVERED.
 AO0001
 AO0001                          STATION RECOVERY (2005)
 AO0001
 AO0001'RECOVERY NOTE BY US POWER SQUADRON 2005 (EL)
 AO0001'DESCRIPTION PLACES MARK IN BOTTOM OF 4 FOOT DEEP HIGHWAY DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0516 ***********************************************************************
 AY0516  DESIGNATION -  L 833
 AY0516  PID         -  AY0516
 AY0516  STATE/COUNTY-  TX/WILSON
 AY0516  USGS QUAD   -  LA VERNIA SW (1992)
 AY0516
 AY0516                         *CURRENT SURVEY CONTROL
 AY0516  ___________________________________________________________________
 AY0516* NAD 83(1986)-  29 21 18.     (N)    098 09 55.     (W)     SCALED    
 AY0516* NAVD 88     -       159.68   (+/-2cm)     523.9    (feet)  VERTCON   
 AY0516  ___________________________________________________________________
 AY0516  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 AY0516
 AY0516  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0516
 AY0516.The horizontal coordinates were scaled from a topographic map and have
 AY0516.an estimated accuracy of +/- 6 seconds.
 AY0516
 AY0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0516.The vertical order pertains to the NGVD 29 superseded value.
 AY0516
 AY0516.The geoid height was determined by GEOID03.
 AY0516
 AY0516;                    North         East    Units  Estimated Accuracy
 AY0516;SPC TXSC     - 4,168,930.      681,040.      MT  (+/- 180 meters Scaled)
 AY0516
 AY0516                          SUPERSEDED SURVEY CONTROL
 AY0516
 AY0516  NGVD 29 (??/??/92)  159.597  (m)          523.61   (f) ADJ UNCH    2 0
 AY0516
 AY0516.Superseded values are not recommended for survey control.
 AY0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0516.See file dsdata.txt to determine how the superseded data were derived.
 AY0516
 AY0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT810476(NAD 83)
 AY0516_MARKER: DB = BENCH MARK DISK
 AY0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0516_STAMPING: L 833 1943
 AY0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0516+STABILITY: SURFACE MOTION
 AY0516
 AY0516  HISTORY     - Date     Condition        Report By
 AY0516  HISTORY     - 1943     MONUMENTED       CGS
 AY0516  HISTORY     - 19960210 MARK NOT FOUND   USPSQD
 AY0516
 AY0516                          STATION DESCRIPTION
 AY0516
 AY0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0516'3.3 MI W FROM LAVERNIA.
 AY0516'TO REACH FROM THE STATE BANK OF LAVERNIA-- PROCEED 3.1 MILES WESTERLY
 AY0516'ALONG U. S. HIGHWAY NO. 87 TO A DIRT SIDE ROAD INTERSECTION LEADING
 AY0516'SOUTH, THENCE 0.2 MILE SOUTHERLY TO SITE OF BENCH MARK.  BENCH MARK IS
 AY0516'ABOUT 350.0 FEET SOUTH OF A SMALL CONCRETE CULVERT, AND 24.4 FEET EAST
 AY0516'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 2.3
 AY0516'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET SOUTH OF A 4X4-INCH
 AY0516'WOODEN MARKER POST.  MONUMENT PROJECTS 0.2 FOOT.
 AY0516
 AY0516                          STATION RECOVERY (1996)
 AY0516
 AY0516'RECOVERY NOTE BY US POWER SQUADRON 1996
 AY0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2371 ***********************************************************************
 AX2371  DESIGNATION -  L 834
 AX2371  PID         -  AX2371
 AX2371  STATE/COUNTY-  TX/GONZALES
 AX2371  USGS QUAD   -  BELMONT (1994)
 AX2371
 AX2371                         *CURRENT SURVEY CONTROL
 AX2371  ___________________________________________________________________
 AX2371* NAD 83(1986)-  29 31 09.     (N)    097 40 02.     (W)     SCALED    
 AX2371* NAVD 88     -       110.99   (+/-2cm)     364.1    (feet)  VERTCON   
 AX2371  ___________________________________________________________________
 AX2371  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AX2371
 AX2371  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2371
 AX2371.The horizontal coordinates were scaled from a topographic map and have
 AX2371.an estimated accuracy of +/- 6 seconds.
 AX2371
 AX2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2371.The vertical order pertains to the NGVD 29 superseded value.
 AX2371
 AX2371.The geoid height was determined by GEOID03.
 AX2371
 AX2371;                    North         East    Units  Estimated Accuracy
 AX2371;SPC TXSC     - 4,187,570.      729,190.      MT  (+/- 180 meters Scaled)
 AX2371
 AX2371                          SUPERSEDED SURVEY CONTROL
 AX2371
 AX2371  NGVD 29 (??/??/92)  110.940  (m)          363.98   (f) ADJ UNCH    2 0
 AX2371
 AX2371.Superseded values are not recommended for survey control.
 AX2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2371.See file dsdata.txt to determine how the superseded data were derived.
 AX2371
 AX2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT291662(NAD 83)
 AX2371_MARKER: DB = BENCH MARK DISK
 AX2371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2371_SP_SET: CULVERT
 AX2371_STAMPING: L 834 1943
 AX2371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2371
 AX2371  HISTORY     - Date     Condition        Report By
 AX2371  HISTORY     - 1943     MONUMENTED       CGS
 AX2371  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2371
 AX2371                          STATION DESCRIPTION
 AX2371
 AX2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2371'1 MI E FROM BELMONT.
 AX2371'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS NO. 3 AND NO. 80 AT
 AX2371'BELMONT, PROCEED 1 MI. E. ALONG STATE HIGHWAY NO. 3 TO SITE OF BM.
 AX2371'BENCH MARK IS ABOUT 0.1 MI. W. OF A CURVE, AND ABOUT 400 FEET E. OF A
 AX2371'PRIVATE ROAD INTERSECTION LEADING S. 13 FEET N. OF AND ABOUT 1 FOOT
 AX2371'ABOVE THE CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE E. END OF
 AX2371'THE N. HEADWALL OF A CONCRETE CULVERT.
 AX2371
 AX2371                          STATION RECOVERY (2003)
 AX2371
 AX2371'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2352 ***********************************************************************
 AX2352  DESIGNATION -  L 835
 AX2352  PID         -  AX2352
 AX2352  STATE/COUNTY-  TX/GUADALUPE
 AX2352  USGS QUAD   -  BELMONT (1994)
 AX2352
 AX2352                         *CURRENT SURVEY CONTROL
 AX2352  ___________________________________________________________________
 AX2352* NAD 83(1986)-  29 36 44.     (N)    097 39 55.     (W)     SCALED    
 AX2352* NAVD 88     -       116.97   (+/-2cm)     383.8    (feet)  VERTCON   
 AX2352  ___________________________________________________________________
 AX2352  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2352
 AX2352  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2352
 AX2352.The horizontal coordinates were scaled from a topographic map and have
 AX2352.an estimated accuracy of +/- 6 seconds.
 AX2352
 AX2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2352.The vertical order pertains to the NGVD 29 superseded value.
 AX2352
 AX2352.The geoid height was determined by GEOID03.
 AX2352
 AX2352;                    North         East    Units  Estimated Accuracy
 AX2352;SPC TXSC     - 4,197,890.      729,260.      MT  (+/- 180 meters Scaled)
 AX2352
 AX2352                          SUPERSEDED SURVEY CONTROL
 AX2352
 AX2352  NGVD 29 (??/??/92)  116.916  (m)          383.58   (f) ADJ UNCH    2 0
 AX2352
 AX2352.Superseded values are not recommended for survey control.
 AX2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2352.See file dsdata.txt to determine how the superseded data were derived.
 AX2352
 AX2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT292765(NAD 83)
 AX2352_MARKER: DB = BENCH MARK DISK
 AX2352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2352_SP_SET: CULVERT
 AX2352_STAMPING: L 835 1943
 AX2352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2352
 AX2352  HISTORY     - Date     Condition        Report By
 AX2352  HISTORY     - 1943     MONUMENTED       CGS
 AX2352  HISTORY     - 1959     GOOD             DOD
 AX2352  HISTORY     - 19930808 GOOD             USPSQD
 AX2352  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 AX2352  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2352
 AX2352                          STATION DESCRIPTION
 AX2352
 AX2352'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 AX2352'4.9 MI S FROM LULING.
 AX2352'THE MARK IS SET FLUSH WITH CONCRETE HEADWALL.  46 FEET NNW OF THE
 AX2352'CENTERLINE OF A BRIDGE OVER A DRAIN AND IS 0.2 FEET HIGHER, 14 FEET W
 AX2352'OF THE CENTERLINE OF THE N-S HIGHWAY AND IS 0.2 FEET HIGHER.  NOTE--
 AX2352'THE SURFACE OF THE BRIDGE IS 8 FEET ABOVE THE BOTTOM OF THE DRAIN.
 AX2352
 AX2352                          STATION RECOVERY (1993)
 AX2352
 AX2352'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 AX2352'RECOVERED IN GOOD CONDITION.
 AX2352
 AX2352                          STATION RECOVERY (1999)
 AX2352
 AX2352'RECOVERY NOTE BY US POWER SQUADRON 1999
 AX2352'MARK NOT FOUND.
 AX2352
 AX2352                          STATION RECOVERY (2003)
 AX2352
 AX2352'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2353 ***********************************************************************
 AX2353  DESIGNATION -  L 835 RESET 1970
 AX2353  PID         -  AX2353
 AX2353  STATE/COUNTY-  TX/GUADALUPE
 AX2353  USGS QUAD   -  BELMONT (1994)
 AX2353
 AX2353                         *CURRENT SURVEY CONTROL
 AX2353  ___________________________________________________________________
 AX2353* NAD 83(1986)-  29 36 44.     (N)    097 39 55.     (W)     SCALED    
 AX2353* NAVD 88     -       116.89   (+/-2cm)     383.5    (feet)  VERTCON   
 AX2353  ___________________________________________________________________
 AX2353  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AX2353
 AX2353  VERT ORDER  -  THIRD (See Below)
 AX2353
 AX2353.The horizontal coordinates were scaled from a topographic map and have
 AX2353.an estimated accuracy of +/- 6 seconds.
 AX2353
 AX2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2353.The vertical order pertains to the NGVD 29 superseded value.
 AX2353
 AX2353.The geoid height was determined by GEOID03.
 AX2353
 AX2353;                    North         East    Units  Estimated Accuracy
 AX2353;SPC TXSC     - 4,197,890.      729,260.      MT  (+/- 180 meters Scaled)
 AX2353
 AX2353                          SUPERSEDED SURVEY CONTROL
 AX2353
 AX2353  NGVD 29 (01/29/03)  116.83   (m)          383.3    (f) RESET       3  
 AX2353
 AX2353.Superseded values are not recommended for survey control.
 AX2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2353.See file dsdata.txt to determine how the superseded data were derived.
 AX2353
 AX2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT292765(NAD 83)
 AX2353_MARKER: DD = SURVEY DISK
 AX2353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX2353_SP_SET: BRIDGE
 AX2353_STAMPING: L 835 RESET 1970
 AX2353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX2353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AX2353+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2003
 AX2353
 AX2353  HISTORY     - Date     Condition        Report By
 AX2353  HISTORY     - 1970     MONUMENTED       TXHD
 AX2353  HISTORY     - 1971     GOOD             TXHD
 AX2353  HISTORY     - 20030517 GOOD             USPSQD
 AX2353
 AX2353                          STATION DESCRIPTION
 AX2353
 AX2353'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1971
 AX2353'4.9 MI S FROM LULING.
 AX2353'ABOUT 4.9 MILES SOUTH ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF U.S.
 AX2353'HIGHWAY 90 AT LULING, 0.4 MILE NORTH OF THE GONZALES-GUADALUPE COUNTY
 AX2353'LINE, 0.2 MILE NORTH OF A SIDE ROAD LEADING EAST, 43 FEET WEST OF AND
 AX2353'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  IT IS SET
 AX2353'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A SMALL CONCRETE
 AX2353'BRIDGE.
 AX2353
 AX2353                          STATION RECOVERY (2003)
 AX2353
 AX2353'RECOVERY NOTE BY US POWER SQUADRON 2003 (KP)
 AX2353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2086 ***********************************************************************
 AX2086  DESIGNATION -  L 836
 AX2086  PID         -  AX2086
 AX2086  STATE/COUNTY-  TX/GONZALES
 AX2086  USGS QUAD   -  NIXON (1987)
 AX2086
 AX2086                         *CURRENT SURVEY CONTROL
 AX2086  ___________________________________________________________________
 AX2086* NAD 83(1986)-  29 19 58.     (N)    097 45 21.     (W)     SCALED    
 AX2086* NAVD 88     -       109.46   (+/-2cm)     359.1    (feet)  VERTCON   
 AX2086  ___________________________________________________________________
 AX2086  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2086
 AX2086  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2086
 AX2086.The horizontal coordinates were scaled from a topographic map and have
 AX2086.an estimated accuracy of +/- 6 seconds.
 AX2086
 AX2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2086.The vertical order pertains to the NGVD 29 superseded value.
 AX2086
 AX2086.The geoid height was determined by GEOID03.
 AX2086
 AX2086;                    North         East    Units  Estimated Accuracy
 AX2086;SPC TXSC     - 4,166,820.      720,820.      MT  (+/- 180 meters Scaled)
 AX2086
 AX2086                          SUPERSEDED SURVEY CONTROL
 AX2086
 AX2086  NGVD 29 (??/??/92)  109.414  (m)          358.97   (f) ADJ UNCH    2 0
 AX2086
 AX2086.Superseded values are not recommended for survey control.
 AX2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2086.See file dsdata.txt to determine how the superseded data were derived.
 AX2086
 AX2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT207454(NAD 83)
 AX2086_MARKER: DB = BENCH MARK DISK
 AX2086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2086_SP_SET: CULVERT
 AX2086_STAMPING: L 836 1943
 AX2086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2086
 AX2086  HISTORY     - Date     Condition        Report By
 AX2086  HISTORY     - 1943     MONUMENTED       CGS
 AX2086
 AX2086                          STATION DESCRIPTION
 AX2086
 AX2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2086'4.5 MI N FROM NIXON.
 AX2086'TO REACH FROM THE NIXON STATE BANK AT NIXON, PROCEED 4.5 MI. N. ALONG
 AX2086'STATE HIGHWAY NO. 80 TO SITE OF BM.  BENCH MARK IS ABOUT 0.5 MI. N. OF
 AX2086'THE INTERSECTION OF STATE HIGHWAY NO. 200 AND ABOUT 0.1 MI. N. OF A
 AX2086'FRAME HOUSE ON THE W. SIDE OF ROAD.  IT IS ABOUT 250 FEET N. OF A DIRT
 AX2086'ROAD INTERSECTION LEADING W., 18 FEET E. OF AND ABOUT 1 FOOT ABOVE THE
 AX2086'CENTERLINE OF HIGHWAY, AND SET HORIZONTALLY IN THE N. END OF THE E.
 AX2086'HEADWALL OF A CONCRETE CULVERT.  NOTE-- BENCH MARK IS ALSO 5.2 MI. S.
 AX2086'OF NIXON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2830 ***********************************************************************
 AX2830  DESIGNATION -  L 836 RESET
 AX2830  PID         -  AX2830
 AX2830  STATE/COUNTY-  TX/GONZALES
 AX2830  USGS QUAD   -  NIXON (1987)
 AX2830
 AX2830                         *CURRENT SURVEY CONTROL
 AX2830  ___________________________________________________________________
 AX2830* NAD 83(1986)-  29 19 58.     (N)    097 45 21.     (W)     SCALED    
 AX2830* NAVD 88     -       109.17   (+/-2cm)     358.2    (feet)  VERTCON   
 AX2830  ___________________________________________________________________
 AX2830  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AX2830
 AX2830  VERT ORDER  -  THIRD (See Below)
 AX2830
 AX2830.The horizontal coordinates were scaled from a topographic map and have
 AX2830.an estimated accuracy of +/- 6 seconds.
 AX2830
 AX2830.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2830.The vertical order pertains to the NGVD 29 superseded value.
 AX2830
 AX2830.The geoid height was determined by GEOID03.
 AX2830
 AX2830;                    North         East    Units  Estimated Accuracy
 AX2830;SPC TXSC     - 4,166,820.      720,820.      MT  (+/- 180 meters Scaled)
 AX2830
 AX2830                          SUPERSEDED SURVEY CONTROL
 AX2830
 AX2830  NGVD 29 (01/29/03)  109.12   (m)          358.0    (f) RESET       3  
 AX2830
 AX2830.Superseded values are not recommended for survey control.
 AX2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2830.See file dsdata.txt to determine how the superseded data were derived.
 AX2830
 AX2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT207454(NAD 83)
 AX2830_MARKER: DV = VERTICAL CONTROL DISK
 AX2830_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2830_SP_SET: CULVERT
 AX2830_STAMPING: L 836 RESET 1987
 AX2830_MARK LOGO: NGS   
 AX2830_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2830+STABILITY: SURFACE MOTION
 AX2830
 AX2830  HISTORY     - Date     Condition        Report By
 AX2830  HISTORY     - 1987     MONUMENTED       TXHD
 AX2830
 AX2830                          STATION DESCRIPTION
 AX2830
 AX2830'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1987
 AX2830'FROM THE NIXON STATE BANK IN NIXON, PROCEED 4.5 MILES (7.2 KM)
 AX2830'NORTHERLY ALONG STATE HIGHWAY 80 TO MARK, ABOUT 0.5 MILES (0.8 KM)
 AX2830'NORTH OF THE INTERSECTION OF STATE HIGHWAY 97, IN THE SOUTHWEST CORNER
 AX2830'OF CULVERT, 42 FEET (12.8 M) LEFT OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2044 ***********************************************************************
 AX2044  DESIGNATION -  L 837
 AX2044  PID         -  AX2044
 AX2044  STATE/COUNTY-  TX/GONZALES
 AX2044  USGS QUAD   -  DEWVILLE (1987)
 AX2044
 AX2044                         *CURRENT SURVEY CONTROL
 AX2044  ___________________________________________________________________
 AX2044* NAD 83(1986)-  29 24 09.     (N)    097 46 47.     (W)     SCALED    
 AX2044* NAVD 88     -       117.92   (+/-2cm)     386.9    (feet)  VERTCON   
 AX2044  ___________________________________________________________________
 AX2044  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AX2044
 AX2044  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2044
 AX2044.The horizontal coordinates were scaled from a topographic map and have
 AX2044.an estimated accuracy of +/- 6 seconds.
 AX2044
 AX2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2044.The vertical order pertains to the NGVD 29 superseded value.
 AX2044
 AX2044.The geoid height was determined by GEOID03.
 AX2044
 AX2044;                    North         East    Units  Estimated Accuracy
 AX2044;SPC TXSC     - 4,174,520.      718,420.      MT  (+/- 180 meters Scaled)
 AX2044
 AX2044                          SUPERSEDED SURVEY CONTROL
 AX2044
 AX2044  NGVD 29 (??/??/92)  117.868  (m)          386.71   (f) ADJ UNCH    2 0
 AX2044
 AX2044.Superseded values are not recommended for survey control.
 AX2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2044.See file dsdata.txt to determine how the superseded data were derived.
 AX2044
 AX2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT183532(NAD 83)
 AX2044_MARKER: DB = BENCH MARK DISK
 AX2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2044_STAMPING: L 837 1943
 AX2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2044+STABILITY: SURFACE MOTION
 AX2044
 AX2044  HISTORY     - Date     Condition        Report By
 AX2044  HISTORY     - 1943     MONUMENTED       CGS
 AX2044  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2044
 AX2044                          STATION DESCRIPTION
 AX2044
 AX2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2044'2.5 MI W FROM LEESVILLE.
 AX2044'TO REACH FROM THE P.O. AT LEESVILLE, PROCEED 2.5 MI. W. ALONG THE
 AX2044'LEESVILLE-DEWVILLE ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AX2044'210 FEET E. OF THE CENTER OF A CURVE TO THE S. AND 16.5 FEET NORTH OF
 AX2044'AND ABOUT 2 FEET ABOVE THE CENTERLINE OF ROAD.  IT IS 19 FEET WEST OF
 AX2044'A 30 INCH OAK TREE, 12 FEET WEST OF THE CENTERLINE OF A WOODEN GATE
 AX2044'AND A FARM ROAD LEADING N., 2 FEET NORTH OF RIGHT-OF-WAY FENCE, AND 3
 AX2044'FEET WEST OF A 4X4 INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 AX2044'FOOT.
 AX2044
 AX2044                          STATION RECOVERY (2003)
 AX2044
 AX2044'RECOVERY NOTE BY US POWER SQUADRON 2003 (CTA)
 AX2044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1678 ***********************************************************************
 AX1678  DESIGNATION -  L 838
 AX1678  PID         -  AX1678
 AX1678  STATE/COUNTY-  TX/DE WITT
 AX1678  USGS QUAD   -  EDGAR (1987)
 AX1678
 AX1678                         *CURRENT SURVEY CONTROL
 AX1678  ___________________________________________________________________
 AX1678* NAD 83(1986)-  29 13 05.     (N)    097 08 53.     (W)     SCALED    
 AX1678* NAVD 88     -        86.61   (+/-2cm)     284.2    (feet)  VERTCON   
 AX1678  ___________________________________________________________________
 AX1678  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX1678
 AX1678  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1678
 AX1678.The horizontal coordinates were scaled from a topographic map and have
 AX1678.an estimated accuracy of +/- 6 seconds.
 AX1678
 AX1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1678.The vertical order pertains to the NGVD 29 superseded value.
 AX1678
 AX1678.The geoid height was determined by GEOID03.
 AX1678
 AX1678;                    North         East    Units  Estimated Accuracy
 AX1678;SPC TXSC     - 4,154,890.      780,040.      MT  (+/- 180 meters Scaled)
 AX1678
 AX1678                          SUPERSEDED SURVEY CONTROL
 AX1678
 AX1678  NGVD 29 (??/??/92)   86.607  (m)          284.14   (f) ADJ UNCH    2 0
 AX1678
 AX1678.Superseded values are not recommended for survey control.
 AX1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1678.See file dsdata.txt to determine how the superseded data were derived.
 AX1678
 AX1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT800335(NAD 83)
 AX1678_MARKER: DB = BENCH MARK DISK
 AX1678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1678_SP_SET: CULVERT
 AX1678_STAMPING: L 838 1943
 AX1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1678
 AX1678  HISTORY     - Date     Condition        Report By
 AX1678  HISTORY     - 1943     MONUMENTED       CGS
 AX1678
 AX1678                          STATION DESCRIPTION
 AX1678
 AX1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1678'6.0 MI S FROM YOAKUM.
 AX1678'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCEED 3.65 MILES
 AX1678'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD
 AX1678'INTERSECTION LEADING SOUTH TO STRATTON, THENCE 2.35 MILES SOUTHERLY TO
 AX1678'SITE OF BENCH MARK.  BENCH MARK 0.3 MILE NORTH OF A Y-ROAD
 AX1678'INTERSECTION, ABOUT 200.0 FEET SOUTH OF A WIRE GATE AND A FARM ROAD
 AX1678'INTERSECTION LEADING WEST OT A FRAME HOUSE, AND 9.0 FEET WEST OF AND
 AX1678'ABOUT 1.5 FEET ABOVE THE CENTERLINE OF ROAD.  IT IS SET HORIZONTALLY
 AX1678'IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1679 ***********************************************************************
 AX1679  DESIGNATION -  L 838 RESET 1967
 AX1679  PID         -  AX1679
 AX1679  STATE/COUNTY-  TX/DE WITT
 AX1679  USGS QUAD   -  EDGAR (1987)
 AX1679
 AX1679                         *CURRENT SURVEY CONTROL
 AX1679  ___________________________________________________________________
 AX1679* NAD 83(1986)-  29 13 05.     (N)    097 08 52.     (W)     SCALED    
 AX1679* NAVD 88     -        86.59   (+/-2cm)     284.1    (feet)  VERTCON   
 AX1679  ___________________________________________________________________
 AX1679  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX1679
 AX1679  VERT ORDER  -  THIRD (See Below)
 AX1679
 AX1679.The horizontal coordinates were scaled from a topographic map and have
 AX1679.an estimated accuracy of +/- 6 seconds.
 AX1679
 AX1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1679.The vertical order pertains to the NGVD 29 superseded value.
 AX1679
 AX1679.The geoid height was determined by GEOID03.
 AX1679
 AX1679;                    North         East    Units  Estimated Accuracy
 AX1679;SPC TXSC     - 4,154,890.      780,070.      MT  (+/- 180 meters Scaled)
 AX1679
 AX1679                          SUPERSEDED SURVEY CONTROL
 AX1679
 AX1679  NGVD 29 (01/29/03)   86.59   (m)          284.1    (f) RESET       3  
 AX1679
 AX1679.Superseded values are not recommended for survey control.
 AX1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1679.See file dsdata.txt to determine how the superseded data were derived.
 AX1679
 AX1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT800335(NAD 83)
 AX1679_MARKER: DB = BENCH MARK DISK
 AX1679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1679_SP_SET: CULVERT
 AX1679_STAMPING: L 838 RESET 1967
 AX1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1679
 AX1679  HISTORY     - Date     Condition        Report By
 AX1679  HISTORY     - 1967     MONUMENTED       TXHD
 AX1679  HISTORY     - 1968     GOOD             TXHD
 AX1679
 AX1679                          STATION DESCRIPTION
 AX1679
 AX1679'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1968
 AX1679'4.1 MI N FROM STRATTON.
 AX1679'4.1 MILES NORTH ALONG A GRAVEL ROAD FROM THE T-JUNCTION OF F.M.
 AX1679'HIGHWAY 1447 AT STRATTON, MAY ALSO BE REACHED FROM YOAKUM BY GOING
 AX1679'3.65 MILES SOUTHEASTERLY ALONG F.M. HIGHWAY 682 TO THE JUNCTION OF
 AX1679'F.M. HIGHWAY 3010, THENCE 2.29 MILES SOUTHERLY F.M. HIGHWAY 3010, SET
 AX1679'IN THE TOP OF THE WEST HEADWALL OF A 6 X 6 X 37 FT. CONCRETE CULVERT
 AX1679'UNDER HIGHWAY, 18.5 FEET WEST OF CENTER LINE STATION 124 + 50 OF F.M.
 AX1679'HIGHWAY 3010.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1688 ***********************************************************************
 AX1688  DESIGNATION -  L 839
 AX1688  PID         -  AX1688
 AX1688  STATE/COUNTY-  TX/DE WITT
 AX1688  USGS QUAD   -  TERRYVILLE (1987)
 AX1688
 AX1688                         *CURRENT SURVEY CONTROL
 AX1688  ___________________________________________________________________
 AX1688* NAD 83(1986)-  29 07 36.     (N)    097 07 01.     (W)     SCALED    
 AX1688* NAVD 88     -        69.41   (+/-2cm)     227.7    (feet)  VERTCON   
 AX1688  ___________________________________________________________________
 AX1688  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AX1688
 AX1688  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1688
 AX1688.The horizontal coordinates were scaled from a topographic map and have
 AX1688.an estimated accuracy of +/- 6 seconds.
 AX1688
 AX1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1688.The vertical order pertains to the NGVD 29 superseded value.
 AX1688
 AX1688.The geoid height was determined by GEOID03.
 AX1688
 AX1688;                    North         East    Units  Estimated Accuracy
 AX1688;SPC TXSC     - 4,144,810.      783,230.      MT  (+/- 180 meters Scaled)
 AX1688
 AX1688                          SUPERSEDED SURVEY CONTROL
 AX1688
 AX1688  NGVD 29 (??/??/92)   69.422  (m)          227.76   (f) ADJ UNCH    2 0
 AX1688
 AX1688.Superseded values are not recommended for survey control.
 AX1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1688.See file dsdata.txt to determine how the superseded data were derived.
 AX1688
 AX1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT832234(NAD 83)
 AX1688_MARKER: DB = BENCH MARK DISK
 AX1688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1688_SP_SET: CATTLEGUARD
 AX1688_STAMPING: L 839 1943
 AX1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1688
 AX1688  HISTORY     - Date     Condition        Report By
 AX1688  HISTORY     - 1943     MONUMENTED       CGS
 AX1688  HISTORY     - 1961     GOOD             NGS
 AX1688
 AX1688                          STATION DESCRIPTION
 AX1688
 AX1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1688'13.1 MI S FROM YOAKUM.
 AX1688'TO REACH FROM THE POST OFFICE AT YOAKUM-- PROCEED 3.65 MILES
 AX1688'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD
 AX1688'INTERSECTION LEADING SOUTH TO STRATTON, THENCE 6.45 MILES SOUTHERLY TO
 AX1688'A T-ROAD INTERSECTION AT STRATTON, THENCE CONTINUE 2.05 MILES
 AX1688'SOUTHEASTERLY ALONG AN IMPROVED COUNTY ROAD TO A GRAVEL ROAD     SITE
 AX1688'OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE EAST OF A FARM ROAD
 AX1688'INTERSECTION LEADING NORTH TO A FARM HOUSE, AND 6.5 FEET SOUTH OF AND
 AX1688'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF ROAD.  IT IS SET HORIZONTALLY
 AX1688'2.0 FEET FROM THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE
 AX1688'CATTLEGUARD.
 AX1688
 AX1688                          STATION RECOVERY (1961)
 AX1688
 AX1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 AX1688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0116 ***********************************************************************
 CA0116  DESIGNATION -  L 84
 CA0116  PID         -  CA0116
 CA0116  STATE/COUNTY-  TX/LAMPASAS
 CA0116  USGS QUAD   -  ANTELOPE GAP (1979)
 CA0116
 CA0116                         *CURRENT SURVEY CONTROL
 CA0116  ___________________________________________________________________
 CA0116* NAD 83(1986)-  31 17 14.     (N)    098 27 29.     (W)     SCALED    
 CA0116* NAVD 88     -       447.514  (meters)    1468.22   (feet)  ADJUSTED  
 CA0116  ___________________________________________________________________
 CA0116  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 CA0116  DYNAMIC HT  -         446.913 (meters)    1466.25  (feet)  COMP
 CA0116  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 CA0116
 CA0116  VERT ORDER  -  FIRST     CLASS II
 CA0116
 CA0116.The horizontal coordinates were scaled from a topographic map and have
 CA0116.an estimated accuracy of +/- 6 seconds.
 CA0116
 CA0116.The orthometric height was determined by differential leveling
 CA0116.and adjusted by the National Geodetic Survey in June 1991..
 CA0116.WARNING-Repeat measurements at this control monument indicate possible
 CA0116.vertical movement.
 CA0116
 CA0116.The geoid height was determined by GEOID03.
 CA0116
 CA0116.The dynamic height is computed by dividing the NAVD 88
 CA0116.geopotential number by the normal gravity value computed on the
 CA0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0116.degrees latitude (g = 980.6199 gals.).
 CA0116
 CA0116.The modeled gravity was interpolated from observed gravity values.
 CA0116
 CA0116;                    North         East    Units  Estimated Accuracy
 CA0116;SPC TX C     - 3,181,150.      878,530.      MT  (+/- 180 meters Scaled)
 CA0116
 CA0116                          SUPERSEDED SURVEY CONTROL
 CA0116
 CA0116  NGVD 29 (??/??/92)  447.386  (m)         1467.80   (f) ADJ UNCH    1 2
 CA0116
 CA0116.Superseded values are not recommended for survey control.
 CA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0116.See file dsdata.txt to determine how the superseded data were derived.
 CA0116
 CA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNV515615(NAD 83)
 CA0116_MARKER: DB = BENCH MARK DISK
 CA0116_SETTING: 0 = UNSPECIFIED SETTING
 CA0116_MARK LOGO: CGS   
 CA0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0116
 CA0116  HISTORY     - Date     Condition        Report By
 CA0116  HISTORY     - UNK      MONUMENTED       CGS
 CA0116  HISTORY     - 1932     GOOD             NGS
 CA0116  HISTORY     - 1934     GOOD             NGS
 CA0116  HISTORY     - 1983     GOOD             NGS
 CA0116
 CA0116                          STATION DESCRIPTION
 CA0116
 CA0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0116'7.2 MI NW FROM LOMETA.
 CA0116'ON THE G.C. AND SANTA FE R.R. MARK IS 50 FEET NORTH OF THE TRACK, 40
 CA0116'FEET NORTH IRON PIPE CULVERT NO. 298-C, ON THE CURVE IN R.R. 150 FEET
 CA0116'WEST OF THE CUT, 2 3/4 POLES EAST MILE POLE NO. 299.
 CA0116
 CA0116                          STATION RECOVERY (1934)
 CA0116
 CA0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CA0116'RECOVERED IN GOOD CONDITION.
 CA0116
 CA0116                          STATION RECOVERY (1983)
 CA0116
 CA0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0116'RECOVERED THIS DATE.  NOTE, ADD 0.5 METER (1.6 FT) SOUTHWEST OF A
 CA0116'FENCE AND 0.3 METER (1.0 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0145 ***********************************************************************
 AY0145  DESIGNATION -  L 840
 AY0145  PID         -  AY0145
 AY0145  STATE/COUNTY-  TX/BEXAR
 AY0145  USGS QUAD   -  SCHERTZ (1992)
 AY0145
 AY0145                         *CURRENT SURVEY CONTROL
 AY0145  ___________________________________________________________________
 AY0145* NAD 83(1986)-  29 32 30.     (N)    098 15 44.     (W)     SCALED    
 AY0145* NAVD 88     -       220.77   (+/-2cm)     724.3    (feet)  VERTCON   
 AY0145  ___________________________________________________________________
 AY0145  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AY0145
 AY0145  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AY0145
 AY0145.The horizontal coordinates were scaled from a topographic map and have
 AY0145.an estimated accuracy of +/- 6 seconds.
 AY0145
 AY0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0145.The vertical order pertains to the NGVD 29 superseded value.
 AY0145
 AY0145.The geoid height was determined by GEOID03.
 AY0145
 AY0145;                    North         East    Units  Estimated Accuracy
 AY0145;SPC TXSC     - 4,189,550.      671,500.      MT  (+/- 180 meters Scaled)
 AY0145
 AY0145                          SUPERSEDED SURVEY CONTROL
 AY0145
 AY0145  NGVD 29 (??/??/92)  220.667  (m)          723.97   (f) ADJ UNCH    2 0
 AY0145
 AY0145.Superseded values are not recommended for survey control.
 AY0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0145.See file dsdata.txt to determine how the superseded data were derived.
 AY0145
 AY0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT714682(NAD 83)
 AY0145_MARKER: DB = BENCH MARK DISK
 AY0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0145_STAMPING: L 840 1943
 AY0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0145+STABILITY: SURFACE MOTION
 AY0145
 AY0145  HISTORY     - Date     Condition        Report By
 AY0145  HISTORY     - 1943     MONUMENTED       CGS
 AY0145  HISTORY     - 1958     GOOD             NGS
 AY0145  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AY0145  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AY0145  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 AY0145
 AY0145                          STATION DESCRIPTION
 AY0145
 AY0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AY0145'IN RANDOLPH FIELD.
 AY0145'TO REACH FROM THE NORTHWEST ENTRANCE GATE AT RANDOLPH FIELD, PROCEED
 AY0145'1.0 MILE NORTHEAST ALONG AN ASPHALT ROAD TO THE INTERSECTION OF THE
 AY0145'TRAINER HALE ROAD, THENCE 1.0 MILE SOUTHEAST ALONG THE TRAINER HALE
 AY0145'ROAD TO THE NORTHEAST CORNER OF RANDOLPH FIELD AND SITE OF BENCH MARK.
 AY0145'BENCH MARK IS 24.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AY0145'CENTERLINE OF GRAVEL ROAD.  IT IS 1.5 FOOT NORTHEAST OF THE NORTHEAST
 AY0145'CORNER POST OF RANDOLPH FIELD PROPERTY LINE.  MONUMENT IS 3.0 FEET
 AY0145'EAST OF A 4X4 INCH WHITE WOODEN MARKER POST AND PROJECTS 0.5 FOOT.
 AY0145'NOTE-- THIS BENCH MARK IS SLIGHTLY OUT OF PLUMB.  THE ROD WAS HELD ON
 AY0145'THE HIGHEST POINT ON DISK.
 AY0145
 AY0145                          STATION RECOVERY (1958)
 AY0145
 AY0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 AY0145'RECOVERED IN GOOD CONDITION.
 AY0145
 AY0145                          STATION RECOVERY (1988)
 AY0145
 AY0145'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0145'MARK NOT FOUND.
 AY0145
 AY0145                          STATION RECOVERY (1989)
 AY0145
 AY0145'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0145'MARK NOT FOUND.
 AY0145
 AY0145                          STATION RECOVERY (1999)
 AY0145
 AY0145'RECOVERY NOTE BY US POWER SQUADRON 1999
 AY0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AY0146 ***********************************************************************
 AY0146  DESIGNATION -  L 840 RESET 1958
 AY0146  PID         -  AY0146
 AY0146  STATE/COUNTY-  TX/BEXAR
 AY0146  USGS QUAD   -  SCHERTZ (1992)
 AY0146
 AY0146                         *CURRENT SURVEY CONTROL
 AY0146  ___________________________________________________________________
 AY0146* NAD 83(1986)-  29 32 30.     (N)    098 15 45.     (W)     SCALED    
 AY0146* NAVD 88     -       220.93   (+/-2cm)     724.8    (feet)  VERTCON   
 AY0146  ___________________________________________________________________
 AY0146  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 AY0146
 AY0146  VERT ORDER  -  THIRD (See Below)
 AY0146
 AY0146.The horizontal coordinates were scaled from a topographic map and have
 AY0146.an estimated accuracy of +/- 6 seconds.
 AY0146
 AY0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AY0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AY0146.The vertical order pertains to the NGVD 29 superseded value.
 AY0146
 AY0146.The geoid height was determined by GEOID03.
 AY0146
 AY0146;                    North         East    Units  Estimated Accuracy
 AY0146;SPC TXSC     - 4,189,550.      671,470.      MT  (+/- 180 meters Scaled)
 AY0146
 AY0146                          SUPERSEDED SURVEY CONTROL
 AY0146
 AY0146  NGVD 29 (01/29/03)  220.83   (m)          724.5    (f) RESET       3  
 AY0146
 AY0146.Superseded values are not recommended for survey control.
 AY0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AY0146.See file dsdata.txt to determine how the superseded data were derived.
 AY0146
 AY0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNT714682(NAD 83)
 AY0146_MARKER: DB = BENCH MARK DISK
 AY0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AY0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AY0146_STAMPING: L 840 RESET 1958
 AY0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AY0146+STABILITY: SURFACE MOTION
 AY0146
 AY0146  HISTORY     - Date     Condition        Report By
 AY0146  HISTORY     - 1958     MONUMENTED       CGS
 AY0146  HISTORY     - 1988     GOOD             USPSQD
 AY0146  HISTORY     - 1989     GOOD             USPSQD
 AY0146
 AY0146                          STATION DESCRIPTION
 AY0146
 AY0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AY0146'IN RANDOLPH FIELD.
 AY0146'ALONG THE EAST SIDE OF RANDOLPH FIELD, 1.0 MILE NORTHEAST FROM THE
 AY0146'NORTH ENTRANCE AND 1.0 MILE SOUTH ALONG THE EAST SIDE OF THE FIELD, ON
 AY0146'THE WEST SIDE OF F.M.HIGHWAY NO. 1316, 1 FOOT EAST OF THE EAST FENCE
 AY0146'OF THE FIELD.  IT IS 14 YARDS NORTH OF A FENCE CORNER WHICH IS THE
 AY0146'NORTH EAST CORNER OF A FARM YARD ADJOINING THE FIELD AND IS OPPOSITE
 AY0146'AN OLD CEMETERY EAST OF THE HIGHWAY.  A STANDARD DISK STAMPED L 840
 AY0146'RESET 1958 IN A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 AY0146
 AY0146                          STATION RECOVERY (1988)
 AY0146
 AY0146'RECOVERY NOTE BY US POWER SQUADRON 1988 (DLP)
 AY0146'RECOVERED IN GOOD CONDITION.
 AY0146
 AY0146                          STATION RECOVERY (1989)
 AY0146
 AY0146'RECOVERY NOTE BY US POWER SQUADRON 1989 (RLM)
 AY0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1213 ***********************************************************************
 AX1213  DESIGNATION -  L 842
 AX1213  PID         -  AX1213
 AX1213  STATE/COUNTY-  TX/FAYETTE
 AX1213  USGS QUAD   -  SWISS ALP (1981)
 AX1213
 AX1213                         *CURRENT SURVEY CONTROL
 AX1213  ___________________________________________________________________
 AX1213* NAD 83(1986)-  29 45 27.     (N)    096 57 15.     (W)     SCALED    
 AX1213* NAVD 88     -       112.85   (+/-2cm)     370.2    (feet)  VERTCON   
 AX1213  ___________________________________________________________________
 AX1213  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AX1213
 AX1213  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1213
 AX1213.The horizontal coordinates were scaled from a topographic map and have
 AX1213.an estimated accuracy of +/- 6 seconds.
 AX1213
 AX1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1213.The vertical order pertains to the NGVD 29 superseded value.
 AX1213
 AX1213.The geoid height was determined by GEOID03.
 AX1213
 AX1213;                    North         East    Units  Estimated Accuracy
 AX1213;SPC TXSC     - 4,214,980.      797,840.      MT  (+/- 180 meters Scaled)
 AX1213
 AX1213                          SUPERSEDED SURVEY CONTROL
 AX1213
 AX1213  NGVD 29 (??/??/92)  112.813  (m)          370.12   (f) ADJ UNCH    2 0
 AX1213
 AX1213.Superseded values are not recommended for survey control.
 AX1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1213.See file dsdata.txt to determine how the superseded data were derived.
 AX1213
 AX1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT978936(NAD 83)
 AX1213_MARKER: DB = BENCH MARK DISK
 AX1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1213_STAMPING: L 842 1943
 AX1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1213+STABILITY: SURFACE MOTION
 AX1213
 AX1213  HISTORY     - Date     Condition        Report By
 AX1213  HISTORY     - 1943     MONUMENTED       CGS
 AX1213  HISTORY     - 1990     GOOD             USPSQD
 AX1213  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1213  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1213
 AX1213                          STATION DESCRIPTION
 AX1213
 AX1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1213'0.8 MI E FROM FREYBURG.
 AX1213'TO REACH FROM GLECKLERS STORE AT FREYBURG, PROCEED 0.8 MILE EASTERLY
 AX1213'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.15 MILE WEST
 AX1213'OF A SHARP CURVE IN THE ROAD.  IT IS 45.5 FEET SOUTH OF AND ABOUT 1.0
 AX1213'FOOT ABOVE THE CENTERLINE OF THE ROAD, 14.5 FEET SOUTH OF THE SOUTH
 AX1213'RIGHT-OF-WAY FENCE AND 2.4 FEET EAST OF A 4X4 INCH WHITE WOODEN MARKER
 AX1213'POST.  MONUMENT PROJECTS 0.3 FOOT.
 AX1213
 AX1213                          STATION RECOVERY (1990)
 AX1213
 AX1213'RECOVERY NOTE BY US POWER SQUADRON 1990 (TCS)
 AX1213'RECOVERED IN GOOD CONDITION.
 AX1213
 AX1213                          STATION RECOVERY (1997)
 AX1213
 AX1213'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1213'MARK NOT FOUND.
 AX1213
 AX1213                          STATION RECOVERY (2004)
 AX1213
 AX1213'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1116 ***********************************************************************
 AX1116  DESIGNATION -  L 843
 AX1116  PID         -  AX1116
 AX1116  STATE/COUNTY-  TX/COLORADO
 AX1116  USGS QUAD   -  COLUMBUS (1981)
 AX1116
 AX1116                         *CURRENT SURVEY CONTROL
 AX1116  ___________________________________________________________________
 AX1116* NAD 83(1986)-  29 39 11.     (N)    096 35 06.     (W)     SCALED    
 AX1116* NAVD 88     -        78.07   (+/-2cm)     256.1    (feet)  VERTCON   
 AX1116  ___________________________________________________________________
 AX1116  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AX1116
 AX1116  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1116
 AX1116.The horizontal coordinates were scaled from a topographic map and have
 AX1116.an estimated accuracy of +/- 6 seconds.
 AX1116
 AX1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1116.The vertical order pertains to the NGVD 29 superseded value.
 AX1116
 AX1116.The geoid height was determined by GEOID03.
 AX1116
 AX1116;                    North         East    Units  Estimated Accuracy
 AX1116;SPC TXSC     - 4,204,090.      833,780.      MT  (+/- 180 meters Scaled)
 AX1116
 AX1116                          SUPERSEDED SURVEY CONTROL
 AX1116
 AX1116  NGVD 29 (??/??/92)   78.054  (m)          256.08   (f) ADJ UNCH    2 0
 AX1116
 AX1116.Superseded values are not recommended for survey control.
 AX1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1116.See file dsdata.txt to determine how the superseded data were derived.
 AX1116
 AX1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT337827(NAD 83)
 AX1116_MARKER: DB = BENCH MARK DISK
 AX1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1116_STAMPING: L 843 1943
 AX1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1116+STABILITY: SURFACE MOTION
 AX1116
 AX1116  HISTORY     - Date     Condition        Report By
 AX1116  HISTORY     - 1943     MONUMENTED       CGS
 AX1116  HISTORY     - 1957     MARK NOT FOUND   USGS
 AX1116  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AX1116  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1116
 AX1116                          STATION DESCRIPTION
 AX1116
 AX1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1116'4.3 MI S FROM GLIDDEN.
 AX1116'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1116'STATION AT GLIDDEN, PROCEED 0.4 MILE EASTERLY ALONG U.S. HIGHWAY NO.
 AX1116'90 TO THE INTERSECTION OF A GRAVEL ROAD LEADING SOUTH, THENCE 3.9
 AX1116'MILES SOUTHERLY ALONG A GRAVEL ROAD TO A T FENCE CORNER ON THE
 AX1116'NORTHWEST SIDE OF THE ROAD AND SITE OF BENCH MARK.  BENCH MARK IS 0.15
 AX1116'MILE SOUTHWEST OF THE INTERSECTION OF A GRAVEL ROAD LEADING NORTHEAST.
 AX1116'IT IS 24.3 FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE
 AX1116'CENTERLINE OF THE ROAD, 5.7 FEET WEST OF A T FENCE CORNER POST AND 2.5
 AX1116'FEET NORTHEAST OF A 4X4 INCH WHITE WOODEN MARKER POST. MONUMENT
 AX1116'PROJECTS 0.05 FOOT.
 AX1116
 AX1116                          STATION RECOVERY (1957)
 AX1116
 AX1116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 AX1116'MARK NOT FOUND.
 AX1116
 AX1116                          STATION RECOVERY (1991)
 AX1116
 AX1116'RECOVERY NOTE BY US POWER SQUADRON 1991 (WM)
 AX1116'MARK NOT FOUND.
 AX1116
 AX1116                          STATION RECOVERY (2004)
 AX1116
 AX1116'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1166 ***********************************************************************
 AX1166  DESIGNATION -  L 844
 AX1166  PID         -  AX1166
 AX1166  STATE/COUNTY-  TX/LAVACA
 AX1166  USGS QUAD   -  OAKLAND (1981)
 AX1166
 AX1166                         *CURRENT SURVEY CONTROL
 AX1166  ___________________________________________________________________
 AX1166* NAD 83(1986)-  29 31 55.     (N)    096 45 56.     (W)     SCALED    
 AX1166* NAVD 88     -        84.00   (+/-2cm)     275.6    (feet)  VERTCON   
 AX1166  ___________________________________________________________________
 AX1166  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AX1166
 AX1166  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1166
 AX1166.The horizontal coordinates were scaled from a topographic map and have
 AX1166.an estimated accuracy of +/- 6 seconds.
 AX1166
 AX1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1166.The vertical order pertains to the NGVD 29 superseded value.
 AX1166
 AX1166.The geoid height was determined by GEOID03.
 AX1166
 AX1166;                    North         East    Units  Estimated Accuracy
 AX1166;SPC TXSC     - 4,190,320.      816,560.      MT  (+/- 180 meters Scaled)
 AX1166
 AX1166                          SUPERSEDED SURVEY CONTROL
 AX1166
 AX1166  NGVD 29 (??/??/92)   83.982  (m)          275.53   (f) ADJ UNCH    2 0
 AX1166
 AX1166.Superseded values are not recommended for survey control.
 AX1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1166.See file dsdata.txt to determine how the superseded data were derived.
 AX1166
 AX1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT165690(NAD 83)
 AX1166_MARKER: DB = BENCH MARK DISK
 AX1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1166_STAMPING: L 844 1943
 AX1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1166+STABILITY: SURFACE MOTION
 AX1166
 AX1166  HISTORY     - Date     Condition        Report By
 AX1166  HISTORY     - 1943     MONUMENTED       CGS
 AX1166  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX1166  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 AX1166
 AX1166                          STATION DESCRIPTION
 AX1166
 AX1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1166'13.85 MI S FROM WEIMAR.
 AX1166'TO REACH FROM THE CITY HALL AT WEIMAR, PROCEED 0.25 MILE EASTERLY
 AX1166'ALONG U.S. HIGHWAY NO. 90 TO THE INTERSECTION OF THE SUBLIME ROAD,
 AX1166'THENCE 13.6 MILES SOUTHERLY ALONG THE SUBLIME ROAD TO SITE OF BENCH
 AX1166'MARK.  BENCH MARK IS 31.0 FEET NORTH OF THE CENTERLINE OF A 2.5 FOOT
 AX1166'OAK TREE.  IT IS 0.2 MILE NORTH OF A 40.0 FOOT WOODEN BRIDGE OVER A
 AX1166'CREEK, 24.0 FEET EAST OF AND ABOUT 2.5 FEET ABOVE THE CENTERLINE OF
 AX1166'THE ROAD, 2.9 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE AND 2.6 FEET
 AX1166'NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.1
 AX1166'FOOT.
 AX1166
 AX1166                          STATION RECOVERY (1997)
 AX1166
 AX1166'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX1166'MARK NOT FOUND.
 AX1166
 AX1166                          STATION RECOVERY (2004)
 AX1166
 AX1166'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AX1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0975 ***********************************************************************
 AX0975  DESIGNATION -  L 845
 AX0975  PID         -  AX0975
 AX0975  STATE/COUNTY-  TX/LAVACA
 AX0975  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0975
 AX0975                         *CURRENT SURVEY CONTROL
 AX0975  ___________________________________________________________________
 AX0975* NAD 83(1986)-  29 28 13.     (N)    096 56 16.     (W)     SCALED    
 AX0975* NAVD 88     -        92.55   (+/-2cm)     303.6    (feet)  VERTCON   
 AX0975  ___________________________________________________________________
 AX0975  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0975
 AX0975  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0975
 AX0975.The horizontal coordinates were scaled from a topographic map and have
 AX0975.an estimated accuracy of +/- 6 seconds.
 AX0975
 AX0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0975.The vertical order pertains to the NGVD 29 superseded value.
 AX0975
 AX0975.The geoid height was determined by GEOID03.
 AX0975
 AX0975;                    North         East    Units  Estimated Accuracy
 AX0975;SPC TXSC     - 4,183,180.      799,990.      MT  (+/- 180 meters Scaled)
 AX0975
 AX0975                          SUPERSEDED SURVEY CONTROL
 AX0975
 AX0975  NGVD 29 (??/??/92)   92.54   (m)          303.6    (f) COMPUTED    2 0
 AX0975
 AX0975.Superseded values are not recommended for survey control.
 AX0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0975.See file dsdata.txt to determine how the superseded data were derived.
 AX0975
 AX0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT999618(NAD 83)
 AX0975_MARKER: DB = BENCH MARK DISK
 AX0975_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0975_SP_SET: CULVERT
 AX0975_STAMPING: L 845 1943
 AX0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0975
 AX0975  HISTORY     - Date     Condition        Report By
 AX0975  HISTORY     - 1943     MONUMENTED       CGS
 AX0975  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 AX0975
 AX0975                          STATION DESCRIPTION
 AX0975
 AX0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0975'1.95 MI N FROM HALLETTSVILLE.
 AX0975'TO REACH FROM THE CITY HALL AT HALLETTSVILLE, PROCEED 1.95 MILES
 AX0975'NORTHERLY ALONG U.S. HIGHWAY NO.77 TO A CONCRETE CULVERT AND SITE OF
 AX0975'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE SOUTH
 AX0975'END OF THE WEST HEADWALL OF A 2X4 FOOT CONCRETE BOX CULVERT UNDER THE
 AX0975'HIGHWAY.  IT IS 12.2 FEET WEST OF AND ABOUT 0.5 FOOT ABOVE THE
 AX0975'CENTERLINE OF THE HIGHWAY.
 AX0975
 AX0975                          STATION RECOVERY (1997)
 AX0975
 AX0975'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7676 ***********************************************************************
 AJ7676  DESIGNATION -  L 845 RESET
 AJ7676  PID         -  AJ7676
 AJ7676  STATE/COUNTY-  TX/LAVACA
 AJ7676  USGS QUAD   -  HALLETTSVILLE (1981)
 AJ7676
 AJ7676                         *CURRENT SURVEY CONTROL
 AJ7676  ___________________________________________________________________
 AJ7676* NAD 83(1986)-  29 28 13.     (N)    096 56 16.     (W)     SCALED    
 AJ7676* NAVD 88     -        92.32   (meters)     302.9    (feet)  RESET     
 AJ7676  ___________________________________________________________________
 AJ7676  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AJ7676
 AJ7676  VERT ORDER  -  THIRD
 AJ7676
 AJ7676.The horizontal coordinates were scaled from a topographic map and have
 AJ7676.an estimated accuracy of +/- 6 seconds.
 AJ7676
 AJ7676.The orthometric height was computed from unverified reset data.
 AJ7676.No vertical observational check was made to the station.
 AJ7676
 AJ7676.The geoid height was determined by GEOID03.
 AJ7676
 AJ7676;                    North         East    Units  Estimated Accuracy
 AJ7676;SPC TXSC     - 4,183,180.      799,990.      MT  (+/- 180 meters Scaled)
 AJ7676
 AJ7676                          SUPERSEDED SURVEY CONTROL
 AJ7676
 AJ7676.No superseded survey control is available for this station.
 AJ7676
 AJ7676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT999618(NAD 83)
 AJ7676_MARKER: DV = VERTICAL CONTROL DISK
 AJ7676_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ7676_SP_SET: BOX CULVERT HEADWALL
 AJ7676_STAMPING: L 845 RESET 2000
 AJ7676_MARK LOGO: NGS   
 AJ7676_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7676+STABILITY: SURFACE MOTION
 AJ7676
 AJ7676  HISTORY     - Date     Condition        Report By
 AJ7676  HISTORY     - 2000     MONUMENTED       LOCENG
 AJ7676
 AJ7676                          STATION DESCRIPTION
 AJ7676
 AJ7676'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DJ)
 AJ7676'1.9 MILES (3.1 KM) NORTH ALONG U.S.  HIGHWAY 77 FROM THE JUNCTION OF
 AJ7676'U.S.  HIGHWAY 90A AT HALLETTSVILLE AND 0.02 NILES NORTH OF A PRIVATE
 AJ7676'DRIVE TO THE WEST, A DISK SET IN THE TOP OF THE WEST HEADWALL OF A
 AJ7676'FOUR BY TWO FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0976 ***********************************************************************
 AX0976  DESIGNATION -  L 845 RESET 1956
 AX0976  PID         -  AX0976
 AX0976  STATE/COUNTY-  TX/LAVACA
 AX0976  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0976
 AX0976                         *CURRENT SURVEY CONTROL
 AX0976  ___________________________________________________________________
 AX0976* NAD 83(1986)-  29 28 13.     (N)    096 56 16.     (W)     SCALED    
 AX0976* NAVD 88     -        92.546  (meters)     303.63   (feet)  ADJUSTED  
 AX0976  ___________________________________________________________________
 AX0976  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AX0976  DYNAMIC HT  -          92.416 (meters)     303.20  (feet)  COMP
 AX0976  MODELED GRAV-     979,235.2   (mgal)                       NAVD 88
 AX0976
 AX0976  VERT ORDER  -  FIRST     CLASS I
 AX0976
 AX0976.The horizontal coordinates were scaled from a topographic map and have
 AX0976.an estimated accuracy of +/- 6 seconds.
 AX0976
 AX0976.The orthometric height was determined by differential leveling
 AX0976.and adjusted by the National Geodetic Survey in June 1991..
 AX0976
 AX0976.The geoid height was determined by GEOID03.
 AX0976
 AX0976.The dynamic height is computed by dividing the NAVD 88
 AX0976.geopotential number by the normal gravity value computed on the
 AX0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0976.degrees latitude (g = 980.6199 gals.).
 AX0976
 AX0976.The modeled gravity was interpolated from observed gravity values.
 AX0976
 AX0976;                    North         East    Units  Estimated Accuracy
 AX0976;SPC TXSC     - 4,183,180.      799,990.      MT  (+/- 180 meters Scaled)
 AX0976
 AX0976                          SUPERSEDED SURVEY CONTROL
 AX0976
 AX0976  NGVD 29 (??/??/92)   92.536  (m)          303.60   (f) ADJ UNCH    1 1
 AX0976
 AX0976.Superseded values are not recommended for survey control.
 AX0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0976.See file dsdata.txt to determine how the superseded data were derived.
 AX0976
 AX0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT999618(NAD 83)
 AX0976_MARKER: DB = BENCH MARK DISK
 AX0976_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0976_SP_SET: CULVERT
 AX0976_STAMPING: L 845 RESET 1956
 AX0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AX0976+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 AX0976
 AX0976  HISTORY     - Date     Condition        Report By
 AX0976  HISTORY     - 1956     MONUMENTED       CGS
 AX0976  HISTORY     - 1972     GOOD             NGS
 AX0976  HISTORY     - 19970607 GOOD             USPSQD
 AX0976  HISTORY     - 20050120 GOOD             USPSQD
 AX0976
 AX0976                          STATION DESCRIPTION
 AX0976
 AX0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0976'1.9 MI N FROM HALLETTSVILLE.
 AX0976'ABOUT 1.9 MILES NORTH ALONG U. S. HIGHWAY 77 FROM THE JUNCTION OF U.
 AX0976'S. HIGHWAY 90A AT HALLETTSVILLE, SET ON THE TOP AND IN THE CENTER OF
 AX0976'THE WEST CONCRETE HEADWALL OF A 4-BY-2-FOOT BOX CULVERT UNDER THE
 AX0976'HIGHWAY, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 AX0976'LEVEL WITH THE HIGHWAY.
 AX0976
 AX0976                          STATION RECOVERY (1997)
 AX0976
 AX0976'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0976'RECOVERED IN GOOD CONDITION.
 AX0976
 AX0976                          STATION RECOVERY (2005)
 AX0976
 AX0976'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW)
 AX0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1501 ***********************************************************************
 AX1501  DESIGNATION -  L 846
 AX1501  PID         -  AX1501
 AX1501  STATE/COUNTY-  TX/LAVACA
 AX1501  USGS QUAD   -  KOMENSKY (1981)
 AX1501
 AX1501                         *CURRENT SURVEY CONTROL
 AX1501  ___________________________________________________________________
 AX1501* NAD 83(1986)-  29 33 54.     (N)    097 06 22.     (W)     SCALED    
 AX1501* NAVD 88     -       110.93   (+/-2cm)     363.9    (feet)  VERTCON   
 AX1501  ___________________________________________________________________
 AX1501  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AX1501
 AX1501  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1501
 AX1501.The horizontal coordinates were scaled from a topographic map and have
 AX1501.an estimated accuracy of +/- 6 seconds.
 AX1501
 AX1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1501.The vertical order pertains to the NGVD 29 superseded value.
 AX1501
 AX1501.The geoid height was determined by GEOID03.
 AX1501
 AX1501;                    North         East    Units  Estimated Accuracy
 AX1501;SPC TXSC     - 4,193,400.      783,490.      MT  (+/- 180 meters Scaled)
 AX1501
 AX1501                          SUPERSEDED SURVEY CONTROL
 AX1501
 AX1501  NGVD 29 (??/??/92)  110.896  (m)          363.83   (f) ADJ UNCH    2 0
 AX1501
 AX1501.Superseded values are not recommended for survey control.
 AX1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1501.See file dsdata.txt to determine how the superseded data were derived.
 AX1501
 AX1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT834720(NAD 83)
 AX1501_MARKER: DB = BENCH MARK DISK
 AX1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1501_STAMPING: L 846 1943
 AX1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1501+STABILITY: SURFACE MOTION
 AX1501
 AX1501  HISTORY     - Date     Condition        Report By
 AX1501  HISTORY     - 1943     MONUMENTED       CGS
 AX1501
 AX1501                          STATION DESCRIPTION
 AX1501
 AX1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1501'2.8 MI E FROM MOULTON.
 AX1501'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX1501'STATION AT MOULTON, PROCEED 0.45 MILE SOUTHERLY ALONG THE TRACK TO A
 AX1501'DIRT ROAD LEADING EAST FROM THE TRACK, THENCE 2.35 MILES EASTERLY
 AX1501'ALONG A DIRT ROAD TO THE WEST SLOPE OF A HILL AND SITE OF BENCH MARK.
 AX1501'BENCH MARK IS 0.1 MILE EAST OF THE EAST END OF A DOUBLE CURVE IN THE
 AX1501'ROAD.  IT IS 30.0 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE THE
 AX1501'CENTERLINE OF THE ROAD AND 3.0 FEET EAST OF A 4X4 INCH WHITE WOODEN
 AX1501'MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0806 ***********************************************************************
 AX0806  DESIGNATION -  L 847
 AX0806  PID         -  AX0806
 AX0806  STATE/COUNTY-  TX/LAVACA
 AX0806  USGS QUAD   -  HALLETTSVILLE (1981)
 AX0806
 AX0806                         *CURRENT SURVEY CONTROL
 AX0806  ___________________________________________________________________
 AX0806* NAD 83(1986)-  29 28 50.     (N)    096 58 45.     (W)     SCALED    
 AX0806* NAVD 88     -        75.29   (+/-2cm)     247.0    (feet)  VERTCON   
 AX0806  ___________________________________________________________________
 AX0806  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX0806
 AX0806  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0806
 AX0806.The horizontal coordinates were scaled from a topographic map and have
 AX0806.an estimated accuracy of +/- 6 seconds.
 AX0806
 AX0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0806.The vertical order pertains to the NGVD 29 superseded value.
 AX0806
 AX0806.The geoid height was determined by GEOID03.
 AX0806
 AX0806;                    North         East    Units  Estimated Accuracy
 AX0806;SPC TXSC     - 4,184,250.      795,950.      MT  (+/- 180 meters Scaled)
 AX0806
 AX0806                          SUPERSEDED SURVEY CONTROL
 AX0806
 AX0806  NGVD 29 (??/??/92)   75.274  (m)          246.96   (f) ADJ UNCH    2 0
 AX0806
 AX0806.Superseded values are not recommended for survey control.
 AX0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0806.See file dsdata.txt to determine how the superseded data were derived.
 AX0806
 AX0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT959629(NAD 83)
 AX0806_MARKER: DB = BENCH MARK DISK
 AX0806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AX0806_SP_SET: PIER
 AX0806_STAMPING: L 847 1943
 AX0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AX0806
 AX0806  HISTORY     - Date     Condition        Report By
 AX0806  HISTORY     - 1943     MONUMENTED       CGS
 AX0806
 AX0806                          STATION DESCRIPTION
 AX0806
 AX0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0806'4.55 MI NW FROM HALLETTSVILLE.
 AX0806'TO REACH FROM THE CITY HALL AT HALLETTSVILLE, PROCEED 1.65 MILE
 AX0806'NORTHERLY ALONG U.S. HIGHWAY NO.77 TO THE INTERSECTION OF A DIRT CROSS
 AX0806'ROAD, THENCE 2.9 MILES WESTERLY ALONG A DIRT ROAD TO A LARGE STEEL
 AX0806'BRIDGE OVER THE LAVACA RIVER AND SITE OF BENCH MARK.  BENCH MARK IS
 AX0806'SET HORIZONTALLY IN THE TOP OF THE NORTH END OF THE WEST CONCRETE PIER
 AX0806'OF A LARGE STEEL BRIDGE OVER THE LAVACA RIVER.  IT IS 8.5 FEET NORTH
 AX0806'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE ROAD. STAMPED L 847
 AX0806'1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7394 ***********************************************************************
 AH7394  DESIGNATION -  L 847 RESET
 AH7394  PID         -  AH7394
 AH7394  STATE/COUNTY-  TX/LAVACA
 AH7394  USGS QUAD   -  HALLETTSVILLE (1981)
 AH7394
 AH7394                         *CURRENT SURVEY CONTROL
 AH7394  ___________________________________________________________________
 AH7394* NAD 83(1986)-  29 28 50.     (N)    096 58 45.     (W)     SCALED    
 AH7394* NAVD 88     -        74.34   (+/-2cm)     243.9    (feet)  VERTCON   
 AH7394  ___________________________________________________________________
 AH7394  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AH7394
 AH7394  VERT ORDER  -  THIRD (See Below)
 AH7394
 AH7394.The horizontal coordinates were scaled from a topographic map and have
 AH7394.an estimated accuracy of +/- 6 seconds.
 AH7394
 AH7394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7394.The vertical order pertains to the NGVD 29 superseded value.
 AH7394
 AH7394.The geoid height was determined by GEOID03.
 AH7394
 AH7394;                    North         East    Units  Estimated Accuracy
 AH7394;SPC TXSC     - 4,184,250.      795,950.      MT  (+/- 180 meters Scaled)
 AH7394
 AH7394                          SUPERSEDED SURVEY CONTROL
 AH7394
 AH7394  NGVD 29 (01/29/03)   74.33   (m)          243.9    (f) RESET       3  
 AH7394
 AH7394.Superseded values are not recommended for survey control.
 AH7394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7394.See file dsdata.txt to determine how the superseded data were derived.
 AH7394
 AH7394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT959629(NAD 83)
 AH7394_MARKER: DV = VERTICAL CONTROL DISK
 AH7394_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH7394_SP_SET: BRIDGE ABUTMENT
 AH7394_STAMPING: L 847 RESET 1997
 AH7394_MARK LOGO: NGS   
 AH7394_PROJECTION: FLUSH
 AH7394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7394
 AH7394  HISTORY     - Date     Condition        Report By
 AH7394  HISTORY     - 1997     MONUMENTED       TXDOT
 AH7394
 AH7394                          STATION DESCRIPTION
 AH7394
 AH7394'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 1997 (AK)
 AH7394'FROM THE COUNTY COURTHOUSE IN HALLETTSVILLE, PROCEED 3.7 MILES (6.0
 AH7394'KM) NORTHWESTERLY ALONG FM 957 TO THE INTERSECTION OF COUNTY ROAD 179,
 AH7394'THENCE 0.2 MILES (0.3 KM) WESTERLY ALONG COUNTY ROAD 179 TO A LARGE
 AH7394'CONCRETE BRIDGE OVER THE LAVACA RIVER AND SITE OF BENCHMARK. BM IS SET
 AH7394'HORITONTALLY IN THE TOP OF THE NORTH WINGWALL OF THE WEST ABUTMENT OF
 AH7394'A LARGE CONCRETE BRIDGE,  1.5 FEET (0.5 M) WEST OF THE END OF THE
 AH7394'BRIDGE, 14.5 FEET (4.4 M) FROM THE CENTERLINE OF THE ROAD AND 3.5
 AH7394'INCHES BELOW THE CENTERLINE OF THE ROAD BEHIND THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1776 ***********************************************************************
 AX1776  DESIGNATION -  L 848
 AX1776  PID         -  AX1776
 AX1776  STATE/COUNTY-  TX/GONZALES
 AX1776  USGS QUAD   -  CHEAPSIDE (1987)
 AX1776
 AX1776                         *CURRENT SURVEY CONTROL
 AX1776  ___________________________________________________________________
 AX1776* NAD 83(1986)-  29 16 05.     (N)    097 24 19.     (W)     SCALED    
 AX1776* NAVD 88     -        91.26   (+/-2cm)     299.4    (feet)  VERTCON   
 AX1776  ___________________________________________________________________
 AX1776  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AX1776
 AX1776  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1776
 AX1776.The horizontal coordinates were scaled from a topographic map and have
 AX1776.an estimated accuracy of +/- 6 seconds.
 AX1776
 AX1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1776.The vertical order pertains to the NGVD 29 superseded value.
 AX1776
 AX1776.The geoid height was determined by GEOID03.
 AX1776
 AX1776;                    North         East    Units  Estimated Accuracy
 AX1776;SPC TXSC     - 4,160,060.      754,960.      MT  (+/- 180 meters Scaled)
 AX1776
 AX1776                          SUPERSEDED SURVEY CONTROL
 AX1776
 AX1776  NGVD 29 (??/??/92)   91.244  (m)          299.36   (f) ADJ UNCH    2 0
 AX1776
 AX1776.Superseded values are not recommended for survey control.
 AX1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1776.See file dsdata.txt to determine how the superseded data were derived.
 AX1776
 AX1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT549387(NAD 83)
 AX1776_MARKER: DB = BENCH MARK DISK
 AX1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1776_STAMPING: L 848 1943
 AX1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1776+STABILITY: SURFACE MOTION
 AX1776
 AX1776  HISTORY     - Date     Condition        Report By
 AX1776  HISTORY     - 1943     MONUMENTED       CGS
 AX1776
 AX1776                          STATION DESCRIPTION
 AX1776
 AX1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1776'0.8 MI S FROM CHEAPSIDE.
 AX1776'TO REACH FROM THE P.O. AT CHEAPSIDE, PROCEED 0.8 MI. SOUTHERLY ALONG A
 AX1776'GRAVEL ROAD TO THE SOUTH END OF A DOUBLE CURVE IN THE ROAD AND SITE OF
 AX1776'BENCH MARK.  BENCH MARK IS 63 YARDS SOUTH OF THE SOUTH END OF A DOUBLE
 AX1776'CURVE IN THE ROAD.  IT IS 42 FEET NORTH OF THE NORTH POST OF A GATE
 AX1776'ENTRANCE TO AN OLD FRAME RANCH HOUSE, 25 FEET EAST OF AND ABOUT THE
 AX1776'SAME ELEVATION AS THE CENTERLINE OF THE ROAD AND 2.8 FEET NORTH OF A
 AX1776'4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2108 ***********************************************************************
 AX2108  DESIGNATION -  L 849
 AX2108  PID         -  AX2108
 AX2108  STATE/COUNTY-  TX/GONZALES
 AX2108  USGS QUAD   -  SMILEY (1987)
 AX2108
 AX2108                         *CURRENT SURVEY CONTROL
 AX2108  ___________________________________________________________________
 AX2108* NAD 83(1986)-  29 18 50.     (N)    097 37 40.     (W)     SCALED    
 AX2108* NAVD 88     -       100.50   (+/-2cm)     329.7    (feet)  VERTCON   
 AX2108  ___________________________________________________________________
 AX2108  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AX2108
 AX2108  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2108
 AX2108.The horizontal coordinates were scaled from a topographic map and have
 AX2108.an estimated accuracy of +/- 6 seconds.
 AX2108
 AX2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2108.The vertical order pertains to the NGVD 29 superseded value.
 AX2108
 AX2108.The geoid height was determined by GEOID03.
 AX2108
 AX2108;                    North         East    Units  Estimated Accuracy
 AX2108;SPC TXSC     - 4,164,870.      733,280.      MT  (+/- 180 meters Scaled)
 AX2108
 AX2108                          SUPERSEDED SURVEY CONTROL
 AX2108
 AX2108  NGVD 29 (??/??/92)  100.472  (m)          329.63   (f) ADJ UNCH    2 0
 AX2108
 AX2108.Superseded values are not recommended for survey control.
 AX2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2108.See file dsdata.txt to determine how the superseded data were derived.
 AX2108
 AX2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT332435(NAD 83)
 AX2108_MARKER: DB = BENCH MARK DISK
 AX2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX2108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX2108_STAMPING: L 849 1943
 AX2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2108+STABILITY: SURFACE MOTION
 AX2108
 AX2108  HISTORY     - Date     Condition        Report By
 AX2108  HISTORY     - 1943     MONUMENTED       CGS
 AX2108  HISTORY     - 1962     MARK NOT FOUND   USGS
 AX2108  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 AX2108
 AX2108                          STATION DESCRIPTION
 AX2108
 AX2108'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 AX2108'3.85 MI N FROM SMILEY.
 AX2108'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX2108'STATION AT SMILEY, PROCEED 0.1 MILE E. ALONG THE TRACK TO A DIRT ROAD
 AX2108'CROSSING, 2.5 MI. N. ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT
 AX2108'ROAD LEADING N.W. THENCE 1.25 MI. N.W. ALONG A DIRT ROAD TO A FRAME
 AX2108'FARM HOUSE ON THE N.E. SIDE OF THE ROAD AND SITE OF BENCH MARK. BENCH
 AX2108'MARK IS 0.1 MILE SOUTHEAST OF THE INTERSECTION OF A DIRT CROSS ROAD.
 AX2108'IT IS 112.3 FEET S.W. OF THE S. CORNER OF A FRAME FARM HOUSE 64.2 FEET
 AX2108'S.W. OF A 1.5 FOOT IAJ TREE 52 FEET N.E. OF AND ABOUT 3.5 FEET ABOVE
 AX2108'THE CENTERLINE OF THE ROAD ABD 3.6 FEET N.E. OF A 4X4 INCH WHITE
 AX2108'WOODEN MARKER POST.  MONUMENT PROJECTS 0.1 FOOT.
 AX2108
 AX2108                          STATION RECOVERY (2003)
 AX2108
 AX2108'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLC)
 AX2108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CA0279 ***********************************************************************
 CA0279  DESIGNATION -  L 85
 CA0279  PID         -  CA0279
 CA0279  STATE/COUNTY-  TX/BROWN
 CA0279  USGS QUAD   -  BROWNWOOD (1996)
 CA0279
 CA0279                         *CURRENT SURVEY CONTROL
 CA0279  ___________________________________________________________________
 CA0279* NAD 83(1986)-  31 42 02.     (N)    098 55 02.     (W)     SCALED    
 CA0279* NAVD 88     -       401.647  (meters)    1317.74   (feet)  ADJUSTED  
 CA0279  ___________________________________________________________________
 CA0279  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CA0279  DYNAMIC HT  -         401.123 (meters)    1316.02  (feet)  COMP
 CA0279  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 CA0279
 CA0279  VERT ORDER  -  FIRST     CLASS II
 CA0279
 CA0279.The horizontal coordinates were scaled from a topographic map and have
 CA0279.an estimated accuracy of +/- 6 seconds.
 CA0279
 CA0279.The orthometric height was determined by differential leveling
 CA0279.and adjusted by the National Geodetic Survey in June 1991..
 CA0279
 CA0279.The geoid height was determined by GEOID03.
 CA0279
 CA0279.The dynamic height is computed by dividing the NAVD 88
 CA0279.geopotential number by the normal gravity value computed on the
 CA0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CA0279.degrees latitude (g = 980.6199 gals.).
 CA0279
 CA0279.The modeled gravity was interpolated from observed gravity values.
 CA0279
 CA0279;                    North         East    Units  Estimated Accuracy
 CA0279;SPC TX C     - 3,226,330.      834,240.      MT  (+/- 180 meters Scaled)
 CA0279
 CA0279                          SUPERSEDED SURVEY CONTROL
 CA0279
 CA0279  NGVD 29 (??/??/92)  401.558  (m)         1317.44   (f) ADJ UNCH    1 2
 CA0279
 CA0279.Superseded values are not recommended for survey control.
 CA0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CA0279.See file dsdata.txt to determine how the superseded data were derived.
 CA0279
 CA0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNA078072(NAD 83)
 CA0279_MARKER: DB = BENCH MARK DISK
 CA0279_SETTING: 0 = UNSPECIFIED SETTING
 CA0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CA0279
 CA0279  HISTORY     - Date     Condition        Report By
 CA0279  HISTORY     - UNK      MONUMENTED       CGS
 CA0279  HISTORY     - 1932     GOOD             NGS
 CA0279  HISTORY     - 1976     MARK NOT FOUND   USGS
 CA0279  HISTORY     - 1983     MARK NOT FOUND   NGS
 CA0279
 CA0279                          STATION DESCRIPTION
 CA0279
 CA0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 CA0279'4.3 MI S FROM BROWNWOOD.
 CA0279'4.3 MILES SOUTH OF THE STATION AT BROWNWOOD.  ON THE G.C. AND SANTA FE
 CA0279'R.R., 25 FEET NORTH OF THE TRACK, 25 FEET SOUTH OF THE FENCE LINE, 20
 CA0279'FEET EAST OF THE GATE TO PRIVATE ROAD GRADE CROSSING 3 1/2 POLES WEST
 CA0279'OF MILE POLE NO. 344.
 CA0279
 CA0279                          STATION RECOVERY (1976)
 CA0279
 CA0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CA0279'MARK NOT FOUND.
 CA0279
 CA0279                          STATION RECOVERY (1983)
 CA0279
 CA0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CA0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0468 ***********************************************************************
 AX0468  DESIGNATION -  L 850
 AX0468  PID         -  AX0468
 AX0468  STATE/COUNTY-  TX/WHARTON
 AX0468  USGS QUAD   -  BONUS (1981)
 AX0468
 AX0468                         *CURRENT SURVEY CONTROL
 AX0468  ___________________________________________________________________
 AX0468* NAD 83(1986)-  29 26 12.     (N)    096 18 20.     (W)     SCALED    
 AX0468* NAVD 88     -        42.30   (+/-2cm)     138.8    (feet)  VERTCON   
 AX0468  ___________________________________________________________________
 AX0468  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AX0468
 AX0468  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0468
 AX0468.The horizontal coordinates were scaled from a topographic map and have
 AX0468.an estimated accuracy of +/- 6 seconds.
 AX0468
 AX0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0468.The vertical order pertains to the NGVD 29 superseded value.
 AX0468
 AX0468.The geoid height was determined by GEOID03.
 AX0468
 AX0468;                    North         East    Units  Estimated Accuracy
 AX0468;SPC TXSC     - 4,180,700.      861,370.      MT  (+/- 180 meters Scaled)
 AX0468
 AX0468                          SUPERSEDED SURVEY CONTROL
 AX0468
 AX0468  NGVD 29 (??/??/92)   42.294  (m)          138.76   (f) ADJ UNCH    2 0
 AX0468
 AX0468.Superseded values are not recommended for survey control.
 AX0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0468.See file dsdata.txt to determine how the superseded data were derived.
 AX0468
 AX0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT613593(NAD 83)
 AX0468_MARKER: DB = BENCH MARK DISK
 AX0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0468_STAMPING: L-850 1943
 AX0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0468+STABILITY: SURFACE MOTION
 AX0468
 AX0468  HISTORY     - Date     Condition        Report By
 AX0468  HISTORY     - 1943     MONUMENTED       CGS
 AX0468
 AX0468                          STATION DESCRIPTION
 AX0468
 AX0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0468'2.2 MI SW FROM BONUS.
 AX0468'2.2 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT BONUS,
 AX0468'SET IN THE SOUTHEAST QUARTER OF THE CROSS ROADS, 54 FEET SOUTH OF THE
 AX0468'CENTER-LINE OF THE MAIN ROAD, 33 FEET EAST OF THE CENTER-LINE OF THE
 AX0468'SIDE ROAD LEADING SOUTH, 13 FEET SOUTH OF THE CORNER FENCE POST, 2
 AX0468'FEET WEST OF THE FENCE, 1.8 FEET NORTH OF REFERENCE POST.  BENCH MARK
 AX0468'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE
 AX0468'GROUND.  POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0375 ***********************************************************************
 AX0375  DESIGNATION -  L 851
 AX0375  PID         -  AX0375
 AX0375  STATE/COUNTY-  TX/WHARTON
 AX0375  USGS QUAD   -  GLEN FLORA (1980)
 AX0375
 AX0375                         *CURRENT SURVEY CONTROL
 AX0375  ___________________________________________________________________
 AX0375* NAD 83(1986)-  29 20 31.     (N)    096 10 29.     (W)     SCALED    
 AX0375* NAVD 88     -        35.03   (+/-2cm)     114.9    (feet)  VERTCON   
 AX0375  ___________________________________________________________________
 AX0375  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AX0375
 AX0375  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0375
 AX0375.The horizontal coordinates were scaled from a topographic map and have
 AX0375.an estimated accuracy of +/- 6 seconds.
 AX0375
 AX0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0375.The vertical order pertains to the NGVD 29 superseded value.
 AX0375
 AX0375.The geoid height was determined by GEOID03.
 AX0375
 AX0375;                    North         East    Units  Estimated Accuracy
 AX0375;SPC TXSC     - 4,170,510.      874,320.      MT  (+/- 180 meters Scaled)
 AX0375
 AX0375                          SUPERSEDED SURVEY CONTROL
 AX0375
 AX0375  NGVD 29 (??/??/92)   35.035  (m)          114.94   (f) ADJ UNCH    2 0
 AX0375
 AX0375.Superseded values are not recommended for survey control.
 AX0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0375.See file dsdata.txt to determine how the superseded data were derived.
 AX0375
 AX0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT743491(NAD 83)
 AX0375_MARKER: DB = BENCH MARK DISK
 AX0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0375_STAMPING: L 851 1943
 AX0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0375+STABILITY: SURFACE MOTION
 AX0375
 AX0375  HISTORY     - Date     Condition        Report By
 AX0375  HISTORY     - 1943     MONUMENTED       CGS
 AX0375
 AX0375                          STATION DESCRIPTION
 AX0375
 AX0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0375'1.1 MI SE FROM GLEN FLORA.
 AX0375'1.1 MILES SOUTHEAST ALONG THE GULF, COLORADO AND SANTA FE RAILROAD
 AX0375'FROM THE STATION AT GLENFLORA, ABOUT 3 1/3 POLES EAST OF MILE-POST NO.
 AX0375'38, IN THE SOUTHEAST QUARTER OF THE PRIVATE ROAD CROSSING, 44.4 FEET
 AX0375'SOUTH OF THE SOUTH RAIL OF THE EAST GATE POST, 2 FEET NORTHEAST OF
 AX0375'REGERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 AX0375'PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0504 ***********************************************************************
 AX0504  DESIGNATION -  L 852
 AX0504  PID         -  AX0504
 AX0504  STATE/COUNTY-  TX/WHARTON
 AX0504  USGS QUAD   -  GOBBLER CREEK (1981)
 AX0504
 AX0504                         *CURRENT SURVEY CONTROL
 AX0504  ___________________________________________________________________
 AX0504* NAD 83(1986)-  29 13 44.     (N)    096 27 02.     (W)     SCALED    
 AX0504* NAVD 88     -        33.51   (+/-2cm)     109.9    (feet)  VERTCON   
 AX0504  ___________________________________________________________________
 AX0504  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AX0504
 AX0504  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0504
 AX0504.The horizontal coordinates were scaled from a topographic map and have
 AX0504.an estimated accuracy of +/- 6 seconds.
 AX0504
 AX0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0504.The vertical order pertains to the NGVD 29 superseded value.
 AX0504
 AX0504.The geoid height was determined by GEOID03.
 AX0504
 AX0504;                    North         East    Units  Estimated Accuracy
 AX0504;SPC TXSC     - 4,157,370.      847,810.      MT  (+/- 180 meters Scaled)
 AX0504
 AX0504                          SUPERSEDED SURVEY CONTROL
 AX0504
 AX0504  NGVD 29 (??/??/92)   33.507  (m)          109.93   (f) ADJ UNCH    2 0
 AX0504
 AX0504.Superseded values are not recommended for survey control.
 AX0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0504.See file dsdata.txt to determine how the superseded data were derived.
 AX0504
 AX0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT478360(NAD 83)
 AX0504_MARKER: DB = BENCH MARK DISK
 AX0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX0504_SP_SET: CULVERT
 AX0504_STAMPING: L-852 1943
 AX0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0504
 AX0504  HISTORY     - Date     Condition        Report By
 AX0504  HISTORY     - 1943     MONUMENTED       CGS
 AX0504
 AX0504                          STATION DESCRIPTION
 AX0504
 AX0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0504'11.8 MI N FROM LOUISE.
 AX0504'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY NO. 59 FROM THE STATION AT
 AX0504'LOUISE, THENCE 8.2 MILES NORTH ALONG THE COUNTY ROAD, THENCE 3.1 MILES
 AX0504'WEST ALONG COUNTY ROAD, 0.6 MILE EAST OF THE ROUND MOTT SCHOOL, SET IN
 AX0504'THE CENTER OF THE SOUTH HEADWALL OF THE 24-INCH PIPE CULVERT, 27.7
 AX0504'FEET NORTHWEST OF POWER-LINE POLE NO. 8-117,13.7 FEET SOUTH OF THE
 AX0504'CENTER-LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD.  BENCH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0730 ***********************************************************************
 AX0730  DESIGNATION -  L 853
 AX0730  PID         -  AX0730
 AX0730  STATE/COUNTY-  TX/COLORADO
 AX0730  USGS QUAD   -  SHERIDAN SE (1981)
 AX0730
 AX0730                         *CURRENT SURVEY CONTROL
 AX0730  ___________________________________________________________________
 AX0730* NAD 83(1986)-  29 16 53.     (N)    096 35 46.     (W)     SCALED    
 AX0730* NAVD 88     -        42.07   (+/-2cm)     138.0    (feet)  VERTCON   
 AX0730  ___________________________________________________________________
 AX0730  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0730
 AX0730  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0730
 AX0730.The horizontal coordinates were scaled from a topographic map and have
 AX0730.an estimated accuracy of +/- 6 seconds.
 AX0730
 AX0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0730.The vertical order pertains to the NGVD 29 superseded value.
 AX0730
 AX0730.The geoid height was determined by GEOID03.
 AX0730
 AX0730;                    North         East    Units  Estimated Accuracy
 AX0730;SPC TXSC     - 4,162,880.      833,550.      MT  (+/- 180 meters Scaled)
 AX0730
 AX0730                          SUPERSEDED SURVEY CONTROL
 AX0730
 AX0730  NGVD 29 (??/??/92)   42.073  (m)          138.03   (f) ADJ UNCH    2 0
 AX0730
 AX0730.Superseded values are not recommended for survey control.
 AX0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0730.See file dsdata.txt to determine how the superseded data were derived.
 AX0730
 AX0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT335415(NAD 83)
 AX0730_MARKER: DB = BENCH MARK DISK
 AX0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0730_STAMPING: L 853 1943
 AX0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0730+STABILITY: SURFACE MOTION
 AX0730
 AX0730  HISTORY     - Date     Condition        Report By
 AX0730  HISTORY     - 1943     MONUMENTED       CGS
 AX0730  HISTORY     - 1965     MARK NOT FOUND   USGS
 AX0730
 AX0730                          STATION DESCRIPTION
 AX0730
 AX0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0730'2.1 MI E FROM PROVIDENT CITY.
 AX0730'2.1 MI. E. ALONG THE COUNTY ROAD FROM THE P.O. AT PROVIDENT CITY, SET
 AX0730'AT A T ROAD, IN THE PRAIRIE, 65 FEET N. OF THE CENTERLINE OF THE MAIN
 AX0730'ROAD, 12 FEET E. OF THE CENTERLINE OF THE SIDE ROAD LEADING N., 2 FEET
 AX0730'S. OF REFERENCE POST.  PROJECTS 0.3 FOOT.
 AX0730
 AX0730                          STATION RECOVERY (1965)
 AX0730
 AX0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 AX0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0821 ***********************************************************************
 AX0821  DESIGNATION -  L 854
 AX0821  PID         -  AX0821
 AX0821  STATE/COUNTY-  TX/LAVACA
 AX0821  USGS QUAD   -  SUBLIME (1981)
 AX0821
 AX0821                         *CURRENT SURVEY CONTROL
 AX0821  ___________________________________________________________________
 AX0821* NAD 83(1986)-  29 22 56.     (N)    096 46 49.     (W)     SCALED    
 AX0821* NAVD 88     -        50.199  (meters)     164.69   (feet)  ADJUSTED  
 AX0821  ___________________________________________________________________
 AX0821  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AX0821  DYNAMIC HT  -          50.129 (meters)     164.46  (feet)  COMP
 AX0821  MODELED GRAV-     979,238.8   (mgal)                       NAVD 88
 AX0821
 AX0821  VERT ORDER  -  FIRST     CLASS I
 AX0821
 AX0821.The horizontal coordinates were scaled from a topographic map and have
 AX0821.an estimated accuracy of +/- 6 seconds.
 AX0821
 AX0821.The orthometric height was determined by differential leveling
 AX0821.and adjusted by the National Geodetic Survey in June 1991..
 AX0821
 AX0821.The geoid height was determined by GEOID03.
 AX0821
 AX0821.The dynamic height is computed by dividing the NAVD 88
 AX0821.geopotential number by the normal gravity value computed on the
 AX0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AX0821.degrees latitude (g = 980.6199 gals.).
 AX0821
 AX0821.The modeled gravity was interpolated from observed gravity values.
 AX0821
 AX0821;                    North         East    Units  Estimated Accuracy
 AX0821;SPC TXSC     - 4,173,700.      815,440.      MT  (+/- 180 meters Scaled)
 AX0821
 AX0821                          SUPERSEDED SURVEY CONTROL
 AX0821
 AX0821  NGVD 29 (??/??/92)   50.270  (m)          164.93   (f) ADJ UNCH    1 1
 AX0821
 AX0821.Superseded values are not recommended for survey control.
 AX0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0821.See file dsdata.txt to determine how the superseded data were derived.
 AX0821
 AX0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT154523(NAD 83)
 AX0821_MARKER: DB = BENCH MARK DISK
 AX0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0821_STAMPING: L 854 1943
 AX0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0821+STABILITY: SURFACE MOTION
 AX0821
 AX0821  HISTORY     - Date     Condition        Report By
 AX0821  HISTORY     - 1943     MONUMENTED       CGS
 AX0821  HISTORY     - 1972     GOOD             NGS
 AX0821  HISTORY     - 19970607 GOOD             USPSQD
 AX0821
 AX0821                          STATION DESCRIPTION
 AX0821
 AX0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AX0821'11.65 MI SE FROM HALLETTSVILLE.
 AX0821'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 90A FROM THE JUNCTION OF U.S.
 AX0821'HIGHWAY 77 LEADING NORTH AT HALLETTSVILLE, THENCE 10.15 MILES
 AX0821'SOUTHEAST ALONG FARM ROAD 530, THENCE 0.8 MILE NORTHEAST ALONG A PAVED
 AX0821'ROAD WHICH LEADS TO THE VIENNA BAPTIST CHURCH, 65 FEET NORTH OF THE
 AX0821'CENTER LINE OF THE ROAD, 112 FEET WEST-NORTHWEST OF THE NORTHWEST
 AX0821'CORNER OF THE WOODEN APPROACH TO A ROAD BRIDGE OVER THE NAVIDAD RIVER,
 AX0821'106 FEET NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A
 AX0821'SHED WITH A METAL ROOF, 142 FEET EAST-NORTHEAST OF A 36-INCH PECAN
 AX0821'TREE, 11 FEET WEST OF THE CENTER OF A WOODEN GATE, 1 FOOT SOUTH OF A
 AX0821'FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET
 AX0821'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 AX0821'WHICH PROJECTS 6 INCHES.
 AX0821
 AX0821                          STATION RECOVERY (1997)
 AX0821
 AX0821'RECOVERY NOTE BY US POWER SQUADRON 1997
 AX0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1645 ***********************************************************************
 AN1645  DESIGNATION -  L 855
 AN1645  PID         -  AN1645
 AN1645  STATE/COUNTY-  TX/KARNES
 AN1645  USGS QUAD   -  HELENA (1987)
 AN1645
 AN1645                         *CURRENT SURVEY CONTROL
 AN1645  ___________________________________________________________________
 AN1645* NAD 83(1986)-  28 54 36.     (N)    097 52 08.     (W)     SCALED    
 AN1645* NAVD 88     -       105.440  (meters)     345.93   (feet)  ADJUSTED  
 AN1645  ___________________________________________________________________
 AN1645  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AN1645  DYNAMIC HT  -         105.287 (meters)     345.43  (feet)  COMP
 AN1645  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 AN1645
 AN1645  VERT ORDER  -  FIRST     CLASS II
 AN1645
 AN1645.The horizontal coordinates were scaled from a topographic map and have
 AN1645.an estimated accuracy of +/- 6 seconds.
 AN1645
 AN1645.The orthometric height was determined by differential leveling
 AN1645.and adjusted by the National Geodetic Survey in June 1991..
 AN1645
 AN1645.The geoid height was determined by GEOID03.
 AN1645
 AN1645.The dynamic height is computed by dividing the NAVD 88
 AN1645.geopotential number by the normal gravity value computed on the
 AN1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1645.degrees latitude (g = 980.6199 gals.).
 AN1645
 AN1645.The modeled gravity was interpolated from observed gravity values.
 AN1645
 AN1645;                    North         East    Units  Estimated Accuracy
 AN1645;SPC TXSC     - 4,119,860.      710,300.      MT  (+/- 180 meters Scaled)
 AN1645
 AN1645                          SUPERSEDED SURVEY CONTROL
 AN1645
 AN1645  NGVD 29 (??/??/92)  105.697  (m)          346.77   (f) ADJ UNCH    1 2
 AN1645
 AN1645.Superseded values are not recommended for survey control.
 AN1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1645.See file dsdata.txt to determine how the superseded data were derived.
 AN1645
 AN1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS102985(NAD 83)
 AN1645_MARKER: DB = BENCH MARK DISK
 AN1645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1645_SP_SET: CULVERT
 AN1645_STAMPING: L 855 1943
 AN1645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AN1645+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AN1645
 AN1645  HISTORY     - Date     Condition        Report By
 AN1645  HISTORY     - 1943     MONUMENTED       CGS
 AN1645  HISTORY     - 1981     GOOD             NGS
 AN1645  HISTORY     - 20040917 GOOD             USPSQD
 AN1645
 AN1645                          STATION DESCRIPTION
 AN1645
 AN1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1645'1.9 MI NE FROM KARNES CITY.
 AN1645'ABOUT 1.9 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE INTERSECTION
 AN1645'OF STATE HIGHWAY 123 AT KARNES CITY, KARNES COUNTY, IN THE TOP OF THE
 AN1645'SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 4- BY 8-FOOT DOUBLE
 AN1645'CONCRETE BOX CULVERT, 14.6 FEET NORTHWEST OF THE CENTER LINE OF THE
 AN1645'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK. STAMPED L
 AN1645'855 1943.
 AN1645
 AN1645                          STATION RECOVERY (1981)
 AN1645
 AN1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1645'3.2 KM (2.0 MI) NORTHEAST ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 AN1645'STATE HIGHWAY 123 IN KARNES CITY, 2.7 METERS (9.0 FT) NORTHEAST OF THE
 AN1645'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A LARGE CONCRETE CULVERT,
 AN1645'12.0 METERS (40.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AN1645'5.7 METERS (19.0 FT) EAST-SOUTHEAST OF A RIGHT-OF-WAY FENCE,
 AN1645'19.8 METERS (65.0 FT) SOUTH-SOUTHWEST OF A TELEPHONE JUNCTION BOX.
 AN1645'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 AN1645
 AN1645                          STATION RECOVERY (2004)
 AN1645
 AN1645'RECOVERY NOTE BY US POWER SQUADRON 2004 (JD)
 AN1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1920 ***********************************************************************
 AX1920  DESIGNATION -  L 856
 AX1920  PID         -  AX1920
 AX1920  STATE/COUNTY-  TX/KARNES
 AX1920  USGS QUAD   -  BALD MOUND (1987)
 AX1920
 AX1920                         *CURRENT SURVEY CONTROL
 AX1920  ___________________________________________________________________
 AX1920* NAD 83(1986)-  29 11 41.     (N)    097 44 57.     (W)     SCALED    
 AX1920* NAVD 88     -       100.59   (+/-2cm)     330.0    (feet)  VERTCON   
 AX1920  ___________________________________________________________________
 AX1920  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1920
 AX1920  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1920
 AX1920.The horizontal coordinates were scaled from a topographic map and have
 AX1920.an estimated accuracy of +/- 6 seconds.
 AX1920
 AX1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1920.The vertical order pertains to the NGVD 29 superseded value.
 AX1920
 AX1920.The geoid height was determined by GEOID03.
 AX1920
 AX1920;                    North         East    Units  Estimated Accuracy
 AX1920;SPC TXSC     - 4,151,530.      721,630.      MT  (+/- 180 meters Scaled)
 AX1920
 AX1920                          SUPERSEDED SURVEY CONTROL
 AX1920
 AX1920  NGVD 29 (??/??/92)  100.553  (m)          329.90   (f) ADJ UNCH    2 0
 AX1920
 AX1920.Superseded values are not recommended for survey control.
 AX1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1920.See file dsdata.txt to determine how the superseded data were derived.
 AX1920
 AX1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT216302(NAD 83)
 AX1920_MARKER: DB = BENCH MARK DISK
 AX1920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1920_SP_SET: CULVERT
 AX1920_STAMPING: L 856 1943
 AX1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1920
 AX1920  HISTORY     - Date     Condition        Report By
 AX1920  HISTORY     - 1943     MONUMENTED       CGS
 AX1920
 AX1920                          STATION DESCRIPTION
 AX1920
 AX1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1920'5.15 MI N FROM GILLETT.
 AX1920'TO REACH FROM THE FOUR CORNERS AT GILLETT, PROCEED 5.15 MILES
 AX1920'NORTHERLY ALONG STATE HIGHWAY NO.80 TO A CONCRETE CULVERT AND SITE OF
 AX1920'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTH
 AX1920'END OF THE EAST HEADWALL OF A 3X3 FOOT CONCRETE CULVERT UNDER THE
 AX1920'HIGHWAY.  IT IS 0.05 MILE NORTH OF THE INTERSECTION OF A DIRT CROSS
 AX1920'ROAD, 18.2 FEET EAST OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE
 AX1920'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1921 ***********************************************************************
 AX1921  DESIGNATION -  L 856 RESET 1971
 AX1921  PID         -  AX1921
 AX1921  STATE/COUNTY-  TX/KARNES
 AX1921  USGS QUAD   -  BALD MOUND (1987)
 AX1921
 AX1921                         *CURRENT SURVEY CONTROL
 AX1921  ___________________________________________________________________
 AX1921* NAD 83(1986)-  29 11 41.     (N)    097 44 57.     (W)     SCALED    
 AX1921* NAVD 88     -       100.88   (+/-2cm)     331.0    (feet)  VERTCON   
 AX1921  ___________________________________________________________________
 AX1921  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AX1921
 AX1921  VERT ORDER  -  THIRD (See Below)
 AX1921
 AX1921.The horizontal coordinates were scaled from a topographic map and have
 AX1921.an estimated accuracy of +/- 6 seconds.
 AX1921
 AX1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1921.The vertical order pertains to the NGVD 29 superseded value.
 AX1921
 AX1921.The geoid height was determined by GEOID03.
 AX1921
 AX1921;                    North         East    Units  Estimated Accuracy
 AX1921;SPC TXSC     - 4,151,530.      721,630.      MT  (+/- 180 meters Scaled)
 AX1921
 AX1921                          SUPERSEDED SURVEY CONTROL
 AX1921
 AX1921  NGVD 29 (01/29/03)  100.85   (m)          330.9    (f) RESET       3  
 AX1921
 AX1921.Superseded values are not recommended for survey control.
 AX1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1921.See file dsdata.txt to determine how the superseded data were derived.
 AX1921
 AX1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT216302(NAD 83)
 AX1921_MARKER: DB = BENCH MARK DISK
 AX1921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX1921_SP_SET: CULVERT
 AX1921_STAMPING: L 856 RESET 1971
 AX1921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX1921
 AX1921  HISTORY     - Date     Condition        Report By
 AX1921  HISTORY     - 1971     MONUMENTED       TXHD
 AX1921  HISTORY     - 1972     GOOD             TXHD
 AX1921  HISTORY     - 20040815 GOOD             USPSQD
 AX1921
 AX1921                          STATION DESCRIPTION
 AX1921
 AX1921'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1972
 AX1921'4.9 MI N FROM GILLETT.
 AX1921'ABOUT 4.9 MILES NORTH ALONG STATE HIGHWAY 80 FROM THE INTERSECTION OF
 AX1921'STATE HIGHWAY 119 IN GILLETT, KARNES COUNTY, IN THE TOP OF THE EAST
 AX1921'HEADWALL OF A 36 INCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 43 FEET
 AX1921'EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT THREE FEET BELOW THE
 AX1921'HIGHWAY.  A STANDARD DISK MARKED L 856 RESET 1971.
 AX1921
 AX1921                          STATION RECOVERY (2004)
 AX1921
 AX1921'RECOVERY NOTE BY US POWER SQUADRON 2004 (SPD)
 AX1921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1945 ***********************************************************************
 AX1945  DESIGNATION -  L 857
 AX1945  PID         -  AX1945
 AX1945  STATE/COUNTY-  TX/KARNES
 AX1945  USGS QUAD   -  GARFIELD (1987)
 AX1945
 AX1945                         *CURRENT SURVEY CONTROL
 AX1945  ___________________________________________________________________
 AX1945* NAD 83(1986)-  29 06 07.     (N)    097 42 46.     (W)     SCALED    
 AX1945* NAVD 88     -       140.95   (+/-2cm)     462.4    (feet)  VERTCON   
 AX1945  ___________________________________________________________________
 AX1945  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AX1945
 AX1945  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1945
 AX1945.The horizontal coordinates were scaled from a topographic map and have
 AX1945.an estimated accuracy of +/- 6 seconds.
 AX1945
 AX1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1945.The vertical order pertains to the NGVD 29 superseded value.
 AX1945
 AX1945.The geoid height was determined by GEOID03.
 AX1945
 AX1945;                    North         East    Units  Estimated Accuracy
 AX1945;SPC TXSC     - 4,141,290.      725,280.      MT  (+/- 180 meters Scaled)
 AX1945
 AX1945                          SUPERSEDED SURVEY CONTROL
 AX1945
 AX1945  NGVD 29 (??/??/92)  140.915  (m)          462.32   (f) ADJ UNCH    2 0
 AX1945
 AX1945.Superseded values are not recommended for survey control.
 AX1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1945.See file dsdata.txt to determine how the superseded data were derived.
 AX1945
 AX1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT252199(NAD 83)
 AX1945_MARKER: DB = BENCH MARK DISK
 AX1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1945_STAMPING: L 857 1943
 AX1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1945+STABILITY: SURFACE MOTION
 AX1945
 AX1945  HISTORY     - Date     Condition        Report By
 AX1945  HISTORY     - 1943     MONUMENTED       CGS
 AX1945
 AX1945                          STATION DESCRIPTION
 AX1945
 AX1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1945'5.0 MI E FROM GILLETT.
 AX1945'TO REACH FROM THE FOUR CORNERS AT GILLETT, PROCEED 5.0 MILES EASTERLY
 AX1945'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 46.5 FEET EAST
 AX1945'OF AND ACROSS THE ROAD FROM A PRIVATE DIRT TRACK ROAD LEADING SOUTH TO
 AX1945'A FARM HOUSE.  IT IS 34.8 FEET NORTH OF AND ABOUT THE SAME ELEVATION
 AX1945'AS THE CENTERLINE OF THE ROAD, 5.7 FEET NORTH OF THE NORTH
 AX1945'RIGHT-OF-WAY FENCE AND 3.7 FEET WEST OF A 4X4 INCH WHITE WOODEN MARKER
 AX1945'POST.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1631 ***********************************************************************
 AN1631  DESIGNATION -  L 858
 AN1631  PID         -  AN1631
 AN1631  STATE/COUNTY-  TX/DE WITT
 AN1631  USGS QUAD   -  RUNGE (1987)
 AN1631
 AN1631                         *CURRENT SURVEY CONTROL
 AN1631  ___________________________________________________________________
 AN1631* NAD 83(1986)-  28 57 05.     (N)    097 40 19.     (W)     SCALED    
 AN1631* NAVD 88     -       122.97   (+/-2cm)     403.4    (feet)  VERTCON   
 AN1631  ___________________________________________________________________
 AN1631  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AN1631
 AN1631  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1631
 AN1631.The horizontal coordinates were scaled from a topographic map and have
 AN1631.an estimated accuracy of +/- 6 seconds.
 AN1631
 AN1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1631.The vertical order pertains to the NGVD 29 superseded value.
 AN1631
 AN1631.The geoid height was determined by GEOID03.
 AN1631
 AN1631;                    North         East    Units  Estimated Accuracy
 AN1631;SPC TXSC     - 4,124,650.      729,450.      MT  (+/- 180 meters Scaled)
 AN1631
 AN1631                          SUPERSEDED SURVEY CONTROL
 AN1631
 AN1631  NGVD 29 (??/??/92)  122.948  (m)          403.37   (f) ADJ UNCH    2 0
 AN1631
 AN1631.Superseded values are not recommended for survey control.
 AN1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1631.See file dsdata.txt to determine how the superseded data were derived.
 AN1631
 AN1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT294033(NAD 83)
 AN1631_MARKER: DB = BENCH MARK DISK
 AN1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1631_STAMPING: L 858 1943
 AN1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1631+STABILITY: SURFACE MOTION
 AN1631
 AN1631  HISTORY     - Date     Condition        Report By
 AN1631  HISTORY     - 1943     MONUMENTED       CGS
 AN1631
 AN1631                          STATION DESCRIPTION
 AN1631
 AN1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1631'0.9 MI W FROM NORDHEIM.
 AN1631'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 AN1631'NORDHEIM, DE WITT COUNTY, THENCE ABOUT 4.0 MILES NORTHWEST ALONG A
 AN1631'DIRT ROAD.  ABOUT 0.3 MILE SOUTHEAST OF THE SOUTHWEST END OF A DOUBLE
 AN1631'TURN IN THE ROAD, IN THE CENTER LINE OF AN OLD ABANDONED DIRT ROAD
 AN1631'LEADING SOUTHWEST, 24.5 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN
 AN1631'ROAD, 3.5 FEET SOUTHWEST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, 2.7 FEET
 AN1631'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE
 AN1631'MAIN ROAD.  A STANDARD DISK, STAMPED L 858 1943 AND SET IN THE TOP OF
 AN1631'A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1967 ***********************************************************************
 AX1967  DESIGNATION -  L 859
 AX1967  PID         -  AX1967
 AX1967  STATE/COUNTY-  TX/DE WITT
 AX1967  USGS QUAD   -  NEW DAVY (1987)
 AX1967
 AX1967                         *CURRENT SURVEY CONTROL
 AX1967  ___________________________________________________________________
 AX1967* NAD 83(1986)-  29 07 14.     (N)    097 34 18.     (W)     SCALED    
 AX1967* NAVD 88     -       115.66   (+/-2cm)     379.5    (feet)  VERTCON   
 AX1967  ___________________________________________________________________
 AX1967  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AX1967
 AX1967  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1967
 AX1967.The horizontal coordinates were scaled from a topographic map and have
 AX1967.an estimated accuracy of +/- 6 seconds.
 AX1967
 AX1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1967.The vertical order pertains to the NGVD 29 superseded value.
 AX1967
 AX1967.The geoid height was determined by GEOID03.
 AX1967
 AX1967;                    North         East    Units  Estimated Accuracy
 AX1967;SPC TXSC     - 4,143,510.      738,990.      MT  (+/- 180 meters Scaled)
 AX1967
 AX1967                          SUPERSEDED SURVEY CONTROL
 AX1967
 AX1967  NGVD 29 (??/??/92)  115.640  (m)          379.40   (f) ADJ UNCH    2 0
 AX1967
 AX1967.Superseded values are not recommended for survey control.
 AX1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1967.See file dsdata.txt to determine how the superseded data were derived.
 AX1967
 AX1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT389221(NAD 83)
 AX1967_MARKER: DB = BENCH MARK DISK
 AX1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1967_STAMPING: L 859 1943
 AX1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1967+STABILITY: SURFACE MOTION
 AX1967
 AX1967  HISTORY     - Date     Condition        Report By
 AX1967  HISTORY     - 1943     MONUMENTED       CGS
 AX1967
 AX1967                          STATION DESCRIPTION
 AX1967
 AX1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1967'1.05 MI S FROM NOPAL.
 AX1967'TO REACH FROM THE POST OFFICE AT NOPAL, PROCEED 1.05 MILE SOUTHERLY
 AX1967'ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS 0.15 MILE
 AX1967'SOUTH OF THE EAST END OF A DOUBLE TURN IN THE ROAD.  IT IS 0.1 MILE
 AX1967'SOUTH OF A 50.0 FOOT WOODEN BRIDGE IN THE ROAD, 33.2 FEET WEST OF AND
 AX1967'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 4.5 FEET WEST
 AX1967'OF THE WEST RIGHT-OF-WAY FENCE AND 2.4 FEET SOUTH OF A 4X4 INCH WHITE
 AX1967'WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1363 ***********************************************************************
 BY1363  DESIGNATION -  L 86
 BY1363  PID         -  BY1363
 BY1363  STATE/COUNTY-  TX/HOUSTON
 BY1363  USGS QUAD   -  CROCKETT (1950)
 BY1363
 BY1363                         *CURRENT SURVEY CONTROL
 BY1363  ___________________________________________________________________
 BY1363* NAD 83(1986)-  31 21 12.     (N)    095 28 36.     (W)     SCALED    
 BY1363* NAVD 88     -        94.587  (meters)     310.32   (feet)  ADJUSTED  
 BY1363  ___________________________________________________________________
 BY1363  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY1363  DYNAMIC HT  -          94.469 (meters)     309.94  (feet)  COMP
 BY1363  MODELED GRAV-     979,388.8   (mgal)                       NAVD 88
 BY1363
 BY1363  VERT ORDER  -  FIRST     CLASS II
 BY1363
 BY1363.The horizontal coordinates were scaled from a topographic map and have
 BY1363.an estimated accuracy of +/- 6 seconds.
 BY1363
 BY1363.The orthometric height was determined by differential leveling
 BY1363.and adjusted by the National Geodetic Survey in June 1991..
 BY1363
 BY1363.The geoid height was determined by GEOID03.
 BY1363
 BY1363.The dynamic height is computed by dividing the NAVD 88
 BY1363.geopotential number by the normal gravity value computed on the
 BY1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BY1363.degrees latitude (g = 980.6199 gals.).
 BY1363
 BY1363.The modeled gravity was interpolated from observed gravity values.
 BY1363
 BY1363;                    North         East    Units  Estimated Accuracy
 BY1363;SPC TX C     - 3,197,060.    1,161,920.      MT  (+/- 180 meters Scaled)
 BY1363
 BY1363                          SUPERSEDED SURVEY CONTROL
 BY1363
 BY1363  NGVD 29 (??/??/92)   94.555  (m)          310.22   (f) ADJ UNCH    1 2
 BY1363
 BY1363.Superseded values are not recommended for survey control.
 BY1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1363.See file dsdata.txt to determine how the superseded data were derived.
 BY1363
 BY1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ644714(NAD 83)
 BY1363_MARKER: DB = BENCH MARK DISK
 BY1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1363_STAMPING: L 86 1932 310.180
 BY1363_PROJECTION: PROJECTING 5 CENTIMETERS
 BY1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1363+STABILITY: SURFACE MOTION
 BY1363
 BY1363  HISTORY     - Date     Condition        Report By
 BY1363  HISTORY     - 1932     MONUMENTED       CGS
 BY1363  HISTORY     - 1960     GOOD             NGS
 BY1363  HISTORY     - 1980     GOOD             NGS
 BY1363
 BY1363                          STATION DESCRIPTION
 BY1363
 BY1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BY1363'2.9 MI N FROM CROCKETT.
 BY1363'ABOUT 2.9 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 BY1363'STATION AT CROCKETT, 22 1/2 FEET WEST OF THE FOURTH POLE NORTH OF POLE
 BY1363'34/20, 2 POLES NORTH OF A METAL STOCK BARN, 53 FEET WEST OF THE WEST
 BY1363'RAIL, 1 FOOT EAST OF A FENCE, 110 FEET NORTHWEST OF THE CENTER OF A
 BY1363'PRIVATE ROAD CROSSING, 104 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 BY1363'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BY1363
 BY1363                          STATION RECOVERY (1980)
 BY1363
 BY1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BY1363'4.6 KM. (2.85 MI.) NORTH ALONG STATE HIGHWAY 19 AND U.S. HIGHWAY 287
 BY1363'FROM THE HOUSTON COUNTY COURTHOUSE IN CROCKETT, 2 POWER POLES NORTH OF
 BY1363'A METAL STOCK BARN, AT THE JUNCTION OF A PRIVATE ROAD LEADING WEST
 BY1363'ACROSS THE MISSOURI PACIFIC RAILROAD, 16.2 M. (53.0 FT.) WEST OF THE
 BY1363'RAIL, 11.3 M. (37.0 FT.) WEST OF A RAILROAD SWITCH BOX, 31.7 M.
 BY1363'(104 FT.) NORTH OF THE CENTERLINE OF THE ROAD, 6.9 M. (22.6 FT.) WEST
 BY1363'OF A POWERLINE POLE.
 BY1363'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BY1363'THE MARK IS 0.3 M BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0695 ***********************************************************************
 AX0695  DESIGNATION -  L 860
 AX0695  PID         -  AX0695
 AX0695  STATE/COUNTY-  TX/COLORADO
 AX0695  USGS QUAD   -  SHERIDAN NE (1981)
 AX0695
 AX0695                         *CURRENT SURVEY CONTROL
 AX0695  ___________________________________________________________________
 AX0695* NAD 83(1986)-  29 28 24.     (N)    096 33 18.     (W)     SCALED    
 AX0695* NAVD 88     -        61.44   (+/-2cm)     201.6    (feet)  VERTCON   
 AX0695  ___________________________________________________________________
 AX0695  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AX0695
 AX0695  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0695
 AX0695.The horizontal coordinates were scaled from a topographic map and have
 AX0695.an estimated accuracy of +/- 6 seconds.
 AX0695
 AX0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0695.The vertical order pertains to the NGVD 29 superseded value.
 AX0695
 AX0695.The geoid height was determined by GEOID03.
 AX0695
 AX0695;                    North         East    Units  Estimated Accuracy
 AX0695;SPC TXSC     - 4,184,230.      837,100.      MT  (+/- 180 meters Scaled)
 AX0695
 AX0695                          SUPERSEDED SURVEY CONTROL
 AX0695
 AX0695  NGVD 29 (??/??/92)   61.428  (m)          201.53   (f) ADJ UNCH    2 0
 AX0695
 AX0695.Superseded values are not recommended for survey control.
 AX0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0695.See file dsdata.txt to determine how the superseded data were derived.
 AX0695
 AX0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT370629(NAD 83)
 AX0695_MARKER: DB = BENCH MARK DISK
 AX0695_SETTING: 0 = UNSPECIFIED SETTING
 AX0695_STAMPING: L 860 1943
 AX0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX0695
 AX0695  HISTORY     - Date     Condition        Report By
 AX0695  HISTORY     - 1943     MONUMENTED       CGS
 AX0695
 AX0695                          STATION DESCRIPTION
 AX0695
 AX0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0695'4.5 MI SE FROM ROCK ISLAND.
 AX0695'4.5 MI. S.E. ALONG THE COUNTY ROAD FROM THE STATION AT ROCK ISLAND,
 AX0695'ABOUT 0.25 MI. S. OF A WHITE FARM HOUSE, SET AT A FENCE CORNER, 28
 AX0695'FEET W. OF THE CENTERLINE OF THE ROAD, 7 FEET W. OF THE CORNER FENCE
 AX0695'POST, 1 FOOT N. OF THE E.W. FENCE, 1.8 FEET E. OF REFERENCE POST.
 AX0695'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0941 ***********************************************************************
 AN0941  DESIGNATION -  L 861
 AN0941  PID         -  AN0941
 AN0941  STATE/COUNTY-  TX/GOLIAD
 AN0941  USGS QUAD   -  MELO (1987)
 AN0941
 AN0941                         *CURRENT SURVEY CONTROL
 AN0941  ___________________________________________________________________
 AN0941* NAD 83(1986)-  28 33 27.     (N)    097 24 29.     (W)     SCALED    
 AN0941* NAVD 88     -        50.00   (+/-2cm)     164.0    (feet)  VERTCON   
 AN0941  ___________________________________________________________________
 AN0941  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0941
 AN0941  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0941
 AN0941.The horizontal coordinates were scaled from a topographic map and have
 AN0941.an estimated accuracy of +/- 6 seconds.
 AN0941
 AN0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0941.The vertical order pertains to the NGVD 29 superseded value.
 AN0941
 AN0941.The geoid height was determined by GEOID03.
 AN0941
 AN0941;                    North         East    Units  Estimated Accuracy
 AN0941;SPC TXSC     - 4,081,320.      755,760.      MT  (+/- 180 meters Scaled)
 AN0941
 AN0941                          SUPERSEDED SURVEY CONTROL
 AN0941
 AN0941  NGVD 29 (??/??/92)   50.069  (m)          164.27   (f) ADJ UNCH    2 0
 AN0941
 AN0941.Superseded values are not recommended for survey control.
 AN0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0941.See file dsdata.txt to determine how the superseded data were derived.
 AN0941
 AN0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS557599(NAD 83)
 AN0941_MARKER: DB = BENCH MARK DISK
 AN0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0941_STAMPING: L 861 1943
 AN0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0941+STABILITY: SURFACE MOTION
 AN0941
 AN0941  HISTORY     - Date     Condition        Report By
 AN0941  HISTORY     - 1943     MONUMENTED       CGS
 AN0941
 AN0941                          STATION DESCRIPTION
 AN0941
 AN0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0941'8.2 MI S FROM GOLIAD.
 AN0941'8.2 MILES SOUTH ALONG A COUNTY ROAD FROM THE COURTHOUSE AT GOLIAD,
 AN0941'GOLIAD COUNTY, 0.7 MILE SOUTH OF THE CROSSING OF A TELEPHONE LINE, AT
 AN0941'THE SUMMIT OF A SMALL HILL, 38 FEET EAST OF THE CENTERLINE OF THE
 AN0941'ROAD, AND 1.8 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 AN0941'DISK, STAMPED L 861 1943 AND SET IN THE TOP OF A CONCRETE POST
 AN0941'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0942 ***********************************************************************
 AN0942  DESIGNATION -  L 861 RESET 1966
 AN0942  PID         -  AN0942
 AN0942  STATE/COUNTY-  TX/GOLIAD
 AN0942  USGS QUAD   -  MELO (1987)
 AN0942
 AN0942                         *CURRENT SURVEY CONTROL
 AN0942  ___________________________________________________________________
 AN0942* NAD 83(1986)-  28 33 27.     (N)    097 24 29.     (W)     SCALED    
 AN0942* NAVD 88     -        50.01   (+/-2cm)     164.1    (feet)  VERTCON   
 AN0942  ___________________________________________________________________
 AN0942  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AN0942
 AN0942  VERT ORDER  -  THIRD (See Below)
 AN0942
 AN0942.The horizontal coordinates were scaled from a topographic map and have
 AN0942.an estimated accuracy of +/- 6 seconds.
 AN0942
 AN0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0942.The vertical order pertains to the NGVD 29 superseded value.
 AN0942
 AN0942.The geoid height was determined by GEOID03.
 AN0942
 AN0942;                    North         East    Units  Estimated Accuracy
 AN0942;SPC TXSC     - 4,081,320.      755,760.      MT  (+/- 180 meters Scaled)
 AN0942
 AN0942                          SUPERSEDED SURVEY CONTROL
 AN0942
 AN0942  NGVD 29 (01/29/03)   50.08   (m)          164.3    (f) RESET       3  
 AN0942
 AN0942.Superseded values are not recommended for survey control.
 AN0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0942.See file dsdata.txt to determine how the superseded data were derived.
 AN0942
 AN0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS557599(NAD 83)
 AN0942_MARKER: DB = BENCH MARK DISK
 AN0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0942_STAMPING: L 861 RESET 1966
 AN0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0942+STABILITY: SURFACE MOTION
 AN0942
 AN0942  HISTORY     - Date     Condition        Report By
 AN0942  HISTORY     - 1966     MONUMENTED       LOCENG
 AN0942
 AN0942                          STATION DESCRIPTION
 AN0942
 AN0942'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 AN0942'8.49 MI S FROM GOLIAD.
 AN0942'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 183 (U.S. 77 A) FROM THE
 AN0942'COURTHOUSE AT GOLIAD TO THE JUNCTION OF F.M. HIGHWAY 2825 (1.0 MILE
 AN0942'SOUTH OF THE SAN ANTONIO RIVER BRIDGE), THENCE 6.19 MILES SOUTH ALONG
 AN0942'FM HIGHWAY 2825, 50.7 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3
 AN0942'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 0.7 FOOT EAST OF THE
 AN0942'RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AN0942'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0960 ***********************************************************************
 AN0960  DESIGNATION -  L 862
 AN0960  PID         -  AN0960
 AN0960  STATE/COUNTY-  TX/GOLIAD
 AN0960  USGS QUAD   -  LOTT LAKE (1987)
 AN0960
 AN0960                         *CURRENT SURVEY CONTROL
 AN0960  ___________________________________________________________________
 AN0960* NAD 83(1986)-  28 37 09.     (N)    097 12 46.     (W)     SCALED    
 AN0960* NAVD 88     -        33.10   (+/-2cm)     108.6    (feet)  VERTCON   
 AN0960  ___________________________________________________________________
 AN0960  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0960
 AN0960  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0960
 AN0960.The horizontal coordinates were scaled from a topographic map and have
 AN0960.an estimated accuracy of +/- 6 seconds.
 AN0960
 AN0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0960.The vertical order pertains to the NGVD 29 superseded value.
 AN0960
 AN0960.The geoid height was determined by GEOID03.
 AN0960
 AN0960;                    North         East    Units  Estimated Accuracy
 AN0960;SPC TXSC     - 4,088,430.      774,760.      MT  (+/- 180 meters Scaled)
 AN0960
 AN0960                          SUPERSEDED SURVEY CONTROL
 AN0960
 AN0960  NGVD 29 (??/??/92)   33.203  (m)          108.93   (f) ADJ UNCH    2 0
 AN0960
 AN0960.Superseded values are not recommended for survey control.
 AN0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0960.See file dsdata.txt to determine how the superseded data were derived.
 AN0960
 AN0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS747670(NAD 83)
 AN0960_MARKER: DB = BENCH MARK DISK
 AN0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0960_STAMPING: L-862 1943
 AN0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0960+STABILITY: SURFACE MOTION
 AN0960
 AN0960  HISTORY     - Date     Condition        Report By
 AN0960  HISTORY     - 1943     MONUMENTED       CGS
 AN0960  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AN0960
 AN0960                          STATION DESCRIPTION
 AN0960
 AN0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0960'6.5 MI S FROM FANNIN.
 AN0960'6.5 MILES SOUTH ALONG THE COUNTY ROAD FROM THE STATION AT FANNIN, SET
 AN0960'AT A T ROAD, 28 FEET WEST OF THE NORTH-SOUTH ROAD, 18 FEET NORTH OF
 AN0960'THE CENTER-LINE OF THE ROAD LEADING WEST, 3.8 FEET WEST OF THE CORNER
 AN0960'FENCE POST, 1.2 FEET SOUTH OF THE FENCE, 1.6 FEET EAST OF THE
 AN0960'REFERENCE POST.  BENCH MARK DISK SET IN TOP OF CONCRETE POST
 AN0960'PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
 AN0960
 AN0960                          STATION RECOVERY (1990)
 AN0960
 AN0960'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0961 ***********************************************************************
 AN0961  DESIGNATION -  L 862 RESET 1959
 AN0961  PID         -  AN0961
 AN0961  STATE/COUNTY-  TX/GOLIAD
 AN0961  USGS QUAD   -  LOTT LAKE (1987)
 AN0961
 AN0961                         *CURRENT SURVEY CONTROL
 AN0961  ___________________________________________________________________
 AN0961* NAD 83(1986)-  28 37 09.     (N)    097 12 46.     (W)     SCALED    
 AN0961* NAVD 88     -        33.24   (+/-2cm)     109.1    (feet)  VERTCON   
 AN0961  ___________________________________________________________________
 AN0961  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AN0961
 AN0961  VERT ORDER  -  THIRD (See Below)
 AN0961
 AN0961.The horizontal coordinates were scaled from a topographic map and have
 AN0961.an estimated accuracy of +/- 6 seconds.
 AN0961
 AN0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0961.The vertical order pertains to the NGVD 29 superseded value.
 AN0961
 AN0961.The geoid height was determined by GEOID03.
 AN0961
 AN0961;                    North         East    Units  Estimated Accuracy
 AN0961;SPC TXSC     - 4,088,430.      774,760.      MT  (+/- 180 meters Scaled)
 AN0961
 AN0961                          SUPERSEDED SURVEY CONTROL
 AN0961
 AN0961  NGVD 29 (01/29/03)   33.34   (m)          109.4    (f) RESET       3  
 AN0961
 AN0961.Superseded values are not recommended for survey control.
 AN0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0961.See file dsdata.txt to determine how the superseded data were derived.
 AN0961
 AN0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS747670(NAD 83)
 AN0961_MARKER: DB = BENCH MARK DISK
 AN0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0961_STAMPING: L 862 RESET 1959
 AN0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0961+STABILITY: SURFACE MOTION
 AN0961
 AN0961  HISTORY     - Date     Condition        Report By
 AN0961  HISTORY     - 1959     MONUMENTED       TXHD
 AN0961  HISTORY     - 1990     GOOD             USPSQD
 AN0961
 AN0961                          STATION DESCRIPTION
 AN0961
 AN0961'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1959
 AN0961'6.5 MI S FROM FANNIN.
 AN0961'6.5 MILES SOUTH ALONG F. M. HIGHWAY 2506 FROM THE TEXAS AND NEW
 AN0961'ORLEANS RAILROAD STATION AT FANNIN, AT THE T-JUNCTION OF A ROAD
 AN0961'LEADING WEST, 40.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 AN0961'0.50 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE LINE, AND 31.5 FEET
 AN0961'NORTH OF THE CENTERLINE OF THE DIRT ROAD LEADING WEST, AND 11.5 FEET
 AN0961'FROM A FENCE CORNER, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 AN0961'IT IS ABOUT LEVEL WITH THE CENTERLINE OF THE HIGHWAY, AND SET IN THE
 AN0961'TOP OF A CONCRETE POST PROJECTING 0.60 FEET ABOVE THE GROUND.
 AN0961
 AN0961                          STATION RECOVERY (1990)
 AN0961
 AN0961'RECOVERY NOTE BY US POWER SQUADRON 1990 (CA)
 AN0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1481 ***********************************************************************
 AN1481  DESIGNATION -  L 863
 AN1481  PID         -  AN1481
 AN1481  STATE/COUNTY-  TX/BEE
 AN1481  USGS QUAD   -  SKIDMORE (1979)
 AN1481
 AN1481                         *CURRENT SURVEY CONTROL
 AN1481  ___________________________________________________________________
 AN1481* NAD 83(1986)-  28 17 12.     (N)    097 41 23.     (W)     SCALED    
 AN1481* NAVD 88     -        43.262  (meters)     141.94   (feet)  ADJUSTED  
 AN1481  ___________________________________________________________________
 AN1481  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AN1481  DYNAMIC HT  -          43.197 (meters)     141.72  (feet)  COMP
 AN1481  MODELED GRAV-     979,144.4   (mgal)                       NAVD 88
 AN1481
 AN1481  VERT ORDER  -  FIRST     CLASS II
 AN1481
 AN1481.The horizontal coordinates were scaled from a topographic map and have
 AN1481.an estimated accuracy of +/- 6 seconds.
 AN1481
 AN1481.The orthometric height was determined by differential leveling
 AN1481.and adjusted by the National Geodetic Survey in June 1991..
 AN1481
 AN1481.The geoid height was determined by GEOID03.
 AN1481
 AN1481.The dynamic height is computed by dividing the NAVD 88
 AN1481.geopotential number by the normal gravity value computed on the
 AN1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1481.degrees latitude (g = 980.6199 gals.).
 AN1481
 AN1481.The modeled gravity was interpolated from observed gravity values.
 AN1481
 AN1481;                    North         East    Units  Estimated Accuracy
 AN1481;SPC TXSC     - 4,050,960.      728,540.      MT  (+/- 180 meters Scaled)
 AN1481
 AN1481                          SUPERSEDED SURVEY CONTROL
 AN1481
 AN1481  NGVD 29 (??/??/92)   43.262  (m)          141.94   (f) ADJ UNCH    1 2
 AN1481
 AN1481.Superseded values are not recommended for survey control.
 AN1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1481.See file dsdata.txt to determine how the superseded data were derived.
 AN1481
 AN1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS284296(NAD 83)
 AN1481_MARKER: DB = BENCH MARK DISK
 AN1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1481_STAMPING: L-863 1943
 AN1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1481+STABILITY: SURFACE MOTION
 AN1481
 AN1481  HISTORY     - Date     Condition        Report By
 AN1481  HISTORY     - 1943     MONUMENTED       CGS
 AN1481  HISTORY     - 1975     MARK NOT FOUND   USGS
 AN1481  HISTORY     - 1981     MARK NOT FOUND   NGS
 AN1481  HISTORY     - 19970725 MARK NOT FOUND   USPSQD
 AN1481
 AN1481                          STATION DESCRIPTION
 AN1481
 AN1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1481'2.5 MI NW FROM SKIDMORE.
 AN1481'2.5 MILES NORTHWEST ALONG THE TEXAS AND NEW ORLEANS RAILROAD FROM THE
 AN1481'STATION AT SKIDMORE, SET IN THE SOUTHEAST QUARTER OF THE ROAD
 AN1481'CROSSING, BETWEEN THE 2ND. AND 3RD. POLE NORTH OF MILEPOST NO. 102,
 AN1481'34.4 FEET EAST OF THE EAST RAIL OF THE TRACK, 29 FEET SOUTH OF THE
 AN1481'CENTER-LINE OF THE ROAD, 5.6 FEET NORTH OF THE FENCE, 1.4 FEET WEST OF
 AN1481'THE REFERENCE POST, IN LINE WITH THE POLES.  BENCH MARK DISK SET IN
 AN1481'TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 AN1481
 AN1481                          STATION RECOVERY (1975)
 AN1481
 AN1481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 AN1481'MARK NOT FOUND.
 AN1481
 AN1481                          STATION RECOVERY (1981)
 AN1481
 AN1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1481'SEARCHED FOR, NOT RECOVERED.
 AN1481
 AN1481                          STATION RECOVERY (1997)
 AN1481
 AN1481'RECOVERY NOTE BY US POWER SQUADRON 1997
 AN1481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0766 ***********************************************************************
 AX0766  DESIGNATION -  L 867
 AX0766  PID         -  AX0766
 AX0766  STATE/COUNTY-  TX/LAVACA
 AX0766  USGS QUAD   -  EZZELL (1981)
 AX0766
 AX0766                         *CURRENT SURVEY CONTROL
 AX0766  ___________________________________________________________________
 AX0766* NAD 83(1986)-  29 18 46.     (N)    096 52 55.     (W)     SCALED    
 AX0766* NAVD 88     -        53.25   (+/-2cm)     174.7    (feet)  VERTCON   
 AX0766  ___________________________________________________________________
 AX0766  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AX0766
 AX0766  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0766
 AX0766.The horizontal coordinates were scaled from a topographic map and have
 AX0766.an estimated accuracy of +/- 6 seconds.
 AX0766
 AX0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0766.The vertical order pertains to the NGVD 29 superseded value.
 AX0766
 AX0766.The geoid height was determined by GEOID03.
 AX0766
 AX0766;                    North         East    Units  Estimated Accuracy
 AX0766;SPC TXSC     - 4,165,820.      805,720.      MT  (+/- 180 meters Scaled)
 AX0766
 AX0766                          SUPERSEDED SURVEY CONTROL
 AX0766
 AX0766  NGVD 29 (??/??/92)   53.258  (m)          174.73   (f) ADJ UNCH    2 0
 AX0766
 AX0766.Superseded values are not recommended for survey control.
 AX0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0766.See file dsdata.txt to determine how the superseded data were derived.
 AX0766
 AX0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT056445(NAD 83)
 AX0766_MARKER: DB = BENCH MARK DISK
 AX0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0766_STAMPING: L 867 1943
 AX0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0766+STABILITY: SURFACE MOTION
 AX0766
 AX0766  HISTORY     - Date     Condition        Report By
 AX0766  HISTORY     - 1943     MONUMENTED       CGS
 AX0766
 AX0766                          STATION DESCRIPTION
 AX0766
 AX0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0766'3.2 MI N FROM EZZELL.
 AX0766'TO REACH FROM THE SCHOOLHOUSE AT EZZELL-- PROCEED 3.2 MILES NORTHERLY
 AX0766'ALONG THE EZZELL-HALLETTSVILLE ROAD TO SITE OF BENCH MARK.  BENCH MARK
 AX0766'IS ABOUT 0.3 MILE SOUTH OF A WHITE FRAME HOUSE ON THE WEST SIDE OF
 AX0766'ROAD, AND ABOUT 195.0 FEET SOUTH OF THE CENTERLINE OF A WIRE GATE AND
 AX0766'A PRIVATE ROAD LEADING EAST.  IT IS 23.0 FEET EAST OF AND ABOUT THE
 AX0766'SAME ELEVATION AS THE CENTERLINE OF ROAD, 6.0 FEET EAST OF A FENCE
 AX0766'CORNER, 0.8 FOOT NORTH OF A FENCE, AND 3.2 FEET EAST OF A 4X4-INCH
 AX0766'WOODEN MARKER POST.  MONUMENT PROJECTS 0.4 FOOT.  STAMPED L 867 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX1701 ***********************************************************************
 AX1701  DESIGNATION -  L 868
 AX1701  PID         -  AX1701
 AX1701  STATE/COUNTY-  TX/VICTORIA
 AX1701  USGS QUAD   -  FORDTRAN (1987)
 AX1701
 AX1701                         *CURRENT SURVEY CONTROL
 AX1701  ___________________________________________________________________
 AX1701* NAD 83(1986)-  29 02 22.     (N)    097 00 12.     (W)     SCALED    
 AX1701* NAVD 88     -        56.70   (+/-2cm)     186.0    (feet)  VERTCON   
 AX1701  ___________________________________________________________________
 AX1701  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AX1701
 AX1701  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX1701
 AX1701.The horizontal coordinates were scaled from a topographic map and have
 AX1701.an estimated accuracy of +/- 6 seconds.
 AX1701
 AX1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX1701.The vertical order pertains to the NGVD 29 superseded value.
 AX1701
 AX1701.The geoid height was determined by GEOID03.
 AX1701
 AX1701;                    North         East    Units  Estimated Accuracy
 AX1701;SPC TXSC     - 4,135,330.      794,450.      MT  (+/- 180 meters Scaled)
 AX1701
 AX1701                          SUPERSEDED SURVEY CONTROL
 AX1701
 AX1701  NGVD 29 (??/??/92)   56.736  (m)          186.14   (f) ADJ UNCH    2 0
 AX1701
 AX1701.Superseded values are not recommended for survey control.
 AX1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX1701.See file dsdata.txt to determine how the superseded data were derived.
 AX1701
 AX1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT944140(NAD 83)
 AX1701_MARKER: DB = BENCH MARK DISK
 AX1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX1701_STAMPING: L 868 1943
 AX1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX1701+STABILITY: SURFACE MOTION
 AX1701
 AX1701  HISTORY     - Date     Condition        Report By
 AX1701  HISTORY     - 1943     MONUMENTED       CGS
 AX1701
 AX1701                          STATION DESCRIPTION
 AX1701
 AX1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX1701'11.75 MI NE FROM NURSERY.
 AX1701'TO REACH FROM THE POST OFFICE AT NURSERY-- PROCEED 11.75 MILES
 AX1701'NORTHEASTERLY ALONG THE NURSERY-FORDTRAN ROAD TO SITE OF BENCH MARK.
 AX1701'BENCH MARK IS ON THE OUTSIDE OF A RIGHT ANGLE CURVE, AT THE NORTHWEST
 AX1701'END OF A 0.1 MILE JOG IN ROAD, AND 38.0 FEET NORTHWEST OF AND ABOUT
 AX1701'THE SAME ELEVATION AS THE CENTERLINE OF ROAD.  IT IS 16.0 FEET
 AX1701'NORTHEAST OF THE CENTERLINE OF A TRACK ROAD LEADING NORTHWEST, 6.0
 AX1701'FEET NORTHWEST OF A FENCE CORNER, 2.0 FEET NORTHEAST OF A FENCE, AND
 AX1701'3.2 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT
 AX1701'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0861 ***********************************************************************
 AX0861  DESIGNATION -  L 869
 AX0861  PID         -  AX0861
 AX0861  STATE/COUNTY-  TX/JACKSON
 AX0861  USGS QUAD   -  NAVIDAD (1981)
 AX0861
 AX0861                         *CURRENT SURVEY CONTROL
 AX0861  ___________________________________________________________________
 AX0861* NAD 83(1986)-  29 03 56.     (N)    096 46 09.     (W)     SCALED    
 AX0861* NAVD 88     -        29.28   (+/-2cm)      96.1    (feet)  VERTCON   
 AX0861  ___________________________________________________________________
 AX0861  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0861
 AX0861  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0861
 AX0861.The horizontal coordinates were scaled from a topographic map and have
 AX0861.an estimated accuracy of +/- 6 seconds.
 AX0861
 AX0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0861.The vertical order pertains to the NGVD 29 superseded value.
 AX0861
 AX0861.The geoid height was determined by GEOID03.
 AX0861
 AX0861;                    North         East    Units  Estimated Accuracy
 AX0861;SPC TXSC     - 4,138,640.      817,190.      MT  (+/- 180 meters Scaled)
 AX0861
 AX0861                          SUPERSEDED SURVEY CONTROL
 AX0861
 AX0861  NGVD 29 (??/??/92)   29.31   (m)           96.2    (f) COMPUTED    2 0
 AX0861
 AX0861.Superseded values are not recommended for survey control.
 AX0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0861.See file dsdata.txt to determine how the superseded data were derived.
 AX0861
 AX0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT171173(NAD 83)
 AX0861_MARKER: DB = BENCH MARK DISK
 AX0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0861_STAMPING: L 869 1943
 AX0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0861+STABILITY: SURFACE MOTION
 AX0861
 AX0861  HISTORY     - Date     Condition        Report By
 AX0861  HISTORY     - 1943     MONUMENTED       CGS
 AX0861
 AX0861                          STATION DESCRIPTION
 AX0861
 AX0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX0861'IN NAVIDAD.
 AX0861'BENCH MARK IS AT THE SOUTH CORNER OF THE GROUNDS OF THE NAVIDAD
 AX0861'SCHOOL, ABOUT 90.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ENTRANCE TO
 AX0861'THE SCHOOL GROUNDS, AND ABOUT 65.0 FEET SOUTHEAST OF THE CENTERLINE OF
 AX0861'A SIDE ROAD LEADING SOUTHWEST.  IT IS 31.0 FEET NORTHEAST OF AND ABOUT
 AX0861'THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 5.8 FEET NORTHWEST OF
 AX0861'THE FENCE CORNER AND A 14-INCH OAK TREE, 1.0 FOOT SOUTHWEST OF THE
 AX0861'SCHOOL YARD FENCE, AND 2.7 FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER
 AX0861'POST.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0862 ***********************************************************************
 AX0862  DESIGNATION -  L 869 RESET 1950
 AX0862  PID         -  AX0862
 AX0862  STATE/COUNTY-  TX/JACKSON
 AX0862  USGS QUAD   -  NAVIDAD (1981)
 AX0862
 AX0862                         *CURRENT SURVEY CONTROL
 AX0862  ___________________________________________________________________
 AX0862* NAD 83(1986)-  29 03 56.     (N)    096 46 09.     (W)     SCALED    
 AX0862* NAVD 88     -        29.28   (+/-2cm)      96.1    (feet)  VERTCON   
 AX0862  ___________________________________________________________________
 AX0862  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AX0862
 AX0862  VERT ORDER  -  THIRD (See Below)
 AX0862
 AX0862.The horizontal coordinates were scaled from a topographic map and have
 AX0862.an estimated accuracy of +/- 6 seconds.
 AX0862
 AX0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0862.The vertical order pertains to the NGVD 29 superseded value.
 AX0862
 AX0862.The geoid height was determined by GEOID03.
 AX0862
 AX0862;                    North         East    Units  Estimated Accuracy
 AX0862;SPC TXSC     - 4,138,640.      817,190.      MT  (+/- 180 meters Scaled)
 AX0862
 AX0862                          SUPERSEDED SURVEY CONTROL
 AX0862
 AX0862  NGVD 29 (??/??/??)   29.31   (m)           96.2    (f) RESET       3  
 AX0862
 AX0862.Superseded values are not recommended for survey control.
 AX0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0862.See file dsdata.txt to determine how the superseded data were derived.
 AX0862
 AX0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT171173(NAD 83)
 AX0862_MARKER: DB = BENCH MARK DISK
 AX0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0862_STAMPING: L 869 RESET 1950
 AX0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0862+STABILITY: SURFACE MOTION
 AX0862
 AX0862  HISTORY     - Date     Condition        Report By
 AX0862  HISTORY     - 1950     MONUMENTED       TXHD
 AX0862
 AX0862                          STATION DESCRIPTION
 AX0862
 AX0862'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1950
 AX0862'IN NAVIDAD.
 AX0862'AT NAVIDAD, AT NAVIDAD SCHOOL, AT THE SOUTH CORNER OF THE SCHOOL
 AX0862'GROUNDS, 90 FEET SOUTHEAST OF THE CENTERLINE OF THE ENTRANCE TO THE
 AX0862'SCHOOL GROUNDS AT A ROAD JUNCTION, 65 FEET SOUTHEAST OF THE CENTERLINE
 AX0862'OF THE ROAD LEADING SOUTHWEST, 31 FEET NORTHEAST OF THE CENTERLINE OF
 AX0862'THE MAIN ROAD, 5.8 FEET NORTHWEST OF A FENCE CORNER AND A 14-INCH OAK
 AX0862'TREE, 1 FOOT SOUTHWEST OF THE SCHOOLYARD FENCE, 2.7 FEET SOUTHEAST OF
 AX0862'A WHITE WOODEN WITNESS POST, LEVEL WITH THE MAIN ROAD, AND SET IN THE
 AX0862'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0795 ***********************************************************************
 BL0795  DESIGNATION -  L 87
 BL0795  PID         -  BL0795
 BL0795  STATE/COUNTY-  TX/WALKER
 BL0795  USGS QUAD   -  RIVERSIDE (1997)
 BL0795
 BL0795                         *CURRENT SURVEY CONTROL
 BL0795  ___________________________________________________________________
 BL0795* NAD 83(1986)-  30 50 49.     (N)    095 24 08.     (W)     SCALED    
 BL0795* NAVD 88     -        54.408  (meters)     178.50   (feet)  ADJUSTED  
 BL0795  ___________________________________________________________________
 BL0795  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BL0795  DYNAMIC HT  -          54.338 (meters)     178.27  (feet)  COMP
 BL0795  MODELED GRAV-     979,354.5   (mgal)                       NAVD 88
 BL0795
 BL0795  VERT ORDER  -  FIRST     CLASS I
 BL0795
 BL0795.The horizontal coordinates were scaled from a topographic map and have
 BL0795.an estimated accuracy of +/- 6 seconds.
 BL0795
 BL0795.The orthometric height was determined by differential leveling
 BL0795.and adjusted by the National Geodetic Survey in June 1991..
 BL0795
 BL0795.The geoid height was determined by GEOID03.
 BL0795
 BL0795.The dynamic height is computed by dividing the NAVD 88
 BL0795.geopotential number by the normal gravity value computed on the
 BL0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0795.degrees latitude (g = 980.6199 gals.).
 BL0795
 BL0795.The modeled gravity was interpolated from observed gravity values.
 BL0795
 BL0795;                    North         East    Units  Estimated Accuracy
 BL0795;SPC TX C     - 3,141,290.    1,171,480.      MT  (+/- 180 meters Scaled)
 BL0795
 BL0795                          SUPERSEDED SURVEY CONTROL
 BL0795
 BL0795  NGVD 29 (12/23/87)   54.418  (m)          178.54   (f) ADJUSTED    1 1
 BL0795
 BL0795.Superseded values are not recommended for survey control.
 BL0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0795.See file dsdata.txt to determine how the superseded data were derived.
 BL0795
 BL0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ702151(NAD 83)
 BL0795_MARKER: DB = BENCH MARK DISK
 BL0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0795_SP_SET: CONCRETE POST
 BL0795_STAMPING: L 87 1932 178.717
 BL0795_MARK LOGO: CGS   
 BL0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0795+STABILITY: SURFACE MOTION
 BL0795
 BL0795  HISTORY     - Date     Condition        Report By
 BL0795  HISTORY     - 1932     MONUMENTED       CGS
 BL0795  HISTORY     - 1973     GOOD             NGS
 BL0795  HISTORY     - 1978     GOOD             NGS
 BL0795  HISTORY     - 1987     GOOD             NGS
 BL0795
 BL0795                          STATION DESCRIPTION
 BL0795
 BL0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL0795'0.2 MI SW FROM RIVERSIDE.
 BL0795'ABOUT 0.2 MILE SOUTHWEST ALONG MISSOURI-PACIFIC RAILROAD FROM THE
 BL0795'CROSSING OF FARM ROAD 980, 180 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 BL0795'THE MAIN TRACK, 80 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE
 BL0795'TRACK, 62 FEET NORTH OF THE FIRST POLE NORTHEAST OF MILE POST 72, 0.4
 BL0795'FOOT NORTHWEST OF A FENCE, 36.8 FEET SOUTHEAST OF THE SOUTH CORNER OF
 BL0795'A HOUSE, 1.3 FEET NORTH OF A METAL WITNESS POST, 5 FEET BELOW THE
 BL0795'LEVEL OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BL0795'THE GROUND.
 BL0795
 BL0795                          STATION RECOVERY (1978)
 BL0795
 BL0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL0795'RECOVERED IN GOOD CONDITION.
 BL0795
 BL0795                          STATION RECOVERY (1987)
 BL0795
 BL0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0795'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE--62
 BL0795'FEET NORTH OF THE FIRST POLE NORTHEAST OF MILE POST 72, AND 36.8 FEET
 BL0795'SOUTHEAST OF THE SOUTH CORNER OF A HOUSE.  ADD--62.0 M (203.4 FT)
 BL0795'SOUTHWEST OF THE CENTER OF A TRACK ROAD, AND 19.0 M (62.3 FT)
 BL0795'NORTHWEST OF UTILITY POLE NUMBER 2005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN0767 ***********************************************************************
 AN0767  DESIGNATION -  L 870
 AN0767  PID         -  AN0767
 AN0767  STATE/COUNTY-  TX/VICTORIA
 AN0767  USGS QUAD   -  INEZ NW (1995)
 AN0767
 AN0767                         *CURRENT SURVEY CONTROL
 AN0767  ___________________________________________________________________
 AN0767* NAD 83(1986)-  28 58 51.     (N)    096 54 13.     (W)     SCALED    
 AN0767* NAVD 88     -        35.47   (+/-2cm)     116.4    (feet)  VERTCON   
 AN0767  ___________________________________________________________________
 AN0767  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AN0767
 AN0767  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN0767
 AN0767.The horizontal coordinates were scaled from a topographic map and have
 AN0767.an estimated accuracy of +/- 6 seconds.
 AN0767
 AN0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN0767.The vertical order pertains to the NGVD 29 superseded value.
 AN0767
 AN0767.The geoid height was determined by GEOID03.
 AN0767
 AN0767;                    North         East    Units  Estimated Accuracy
 AN0767;SPC TXSC     - 4,129,010.      804,270.      MT  (+/- 180 meters Scaled)
 AN0767
 AN0767                          SUPERSEDED SURVEY CONTROL
 AN0767
 AN0767  NGVD 29 (??/??/92)   35.518  (m)          116.53   (f) ADJ UNCH    2 0
 AN0767
 AN0767.Superseded values are not recommended for survey control.
 AN0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN0767.See file dsdata.txt to determine how the superseded data were derived.
 AN0767
 AN0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT042076(NAD 83)
 AN0767_MARKER: DB = BENCH MARK DISK
 AN0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN0767_STAMPING: L 870 1943
 AN0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN0767+STABILITY: SURFACE MOTION
 AN0767
 AN0767  HISTORY     - Date     Condition        Report By
 AN0767  HISTORY     - 1943     MONUMENTED       CGS
 AN0767
 AN0767                          STATION DESCRIPTION
 AN0767
 AN0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN0767'11.15 MI NW FROM INEZ.
 AN0767'TO REACH FROM THE RAILROAD STATION AT INEZ-- PROCEED 11.15 MILES
 AN0767'NORTHWESTERLY ALONG THE INEZ-SALEM ROAD TO SITE OF BENCH MARK.  BENCH
 AN0767'MARK IS ABOUT 0.35 MILE NORTHWEST OF A T-ROAD INTERSECTION, AND ABOUT
 AN0767'0.2 MILE SOUTHEAST OF THE SCHOOL AT SALEM.  IT IS 28.0 FEET SOUTHWEST
 AN0767'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 1.2 FEET
 AN0767'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.6 FEET SOUTHEAST OF A
 AN0767'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB0434 ***********************************************************************
 AB0434  DESIGNATION -  L 871
 AB0434  PID         -  AB0434
 AB0434  STATE/COUNTY-  TX/CAMERON
 AB0434  USGS QUAD   -  WILLAMAR SW (1983)
 AB0434
 AB0434                         *CURRENT SURVEY CONTROL
 AB0434  ___________________________________________________________________
 AB0434* NAD 83(1986)-  26 15 19.     (N)    097 44 19.     (W)     SCALED    
 AB0434* NAVD 88     -        12.852  (meters)      42.17   (feet)  ADJUSTED  
 AB0434  ___________________________________________________________________
 AB0434  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 AB0434  DYNAMIC HT  -          12.832 (meters)      42.10  (feet)  COMP
 AB0434  MODELED GRAV-     979,036.8   (mgal)                       NAVD 88
 AB0434
 AB0434  VERT ORDER  -  FIRST     CLASS II
 AB0434
 AB0434.The horizontal coordinates were scaled from a topographic map and have
 AB0434.an estimated accuracy of +/- 6 seconds.
 AB0434
 AB0434.The orthometric height was determined by differential leveling
 AB0434.and adjusted by the National Geodetic Survey in June 1991..
 AB0434.WARNING-Repeat measurements at this control monument indicate possible
 AB0434.vertical movement.
 AB0434
 AB0434.The geoid height was determined by GEOID03.
 AB0434
 AB0434.The dynamic height is computed by dividing the NAVD 88
 AB0434.geopotential number by the normal gravity value computed on the
 AB0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB0434.degrees latitude (g = 980.6199 gals.).
 AB0434
 AB0434.The modeled gravity was interpolated from observed gravity values.
 AB0434
 AB0434;                    North         East    Units  Estimated Accuracy
 AB0434;SPC TX S     - 5,065,440.      376,060.      MT  (+/- 180 meters Scaled)
 AB0434
 AB0434                          SUPERSEDED SURVEY CONTROL
 AB0434
 AB0434  NGVD 29 (??/??/92)   12.937  (m)           42.44   (f) ADJ UNCH    1 2
 AB0434
 AB0434.Superseded values are not recommended for survey control.
 AB0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB0434.See file dsdata.txt to determine how the superseded data were derived.
 AB0434
 AB0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPQ259045(NAD 83)
 AB0434_MARKER: DB = BENCH MARK DISK
 AB0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AB0434_STAMPING: L 871 1943
 AB0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB0434+STABILITY: SURFACE MOTION
 AB0434
 AB0434  HISTORY     - Date     Condition        Report By
 AB0434  HISTORY     - 1943     MONUMENTED       CGS
 AB0434  HISTORY     - 1951     GOOD             NGS
 AB0434  HISTORY     - 1981     MARK NOT FOUND   NGS
 AB0434  HISTORY     - 19910306 GOOD             USPSQD
 AB0434  HISTORY     - 19930123 MARK NOT FOUND   USPSQD
 AB0434
 AB0434                          STATION DESCRIPTION
 AB0434
 AB0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 AB0434'0.5 MI NW FROM COMBES.
 AB0434'0.5 MILE NORTHWEST ALONG THE ST. LOUIS, BROWNSVILLE AND MEXICO
 AB0434'RAILROAD FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY
 AB0434'107 AT COMBES, 79 FEET NORTHEAST OF MILEPOST 30, 100 FEET SOUTHWEST OF
 AB0434'THE CENTER LINE OF U.S. HIGHWAY 77, 42 FEET NORTHEAST OF THE NORTHEAST
 AB0434'RAIL, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 AB0434'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE-- NOW THE
 AB0434'SOUTHERN PACIFIC LINES.
 AB0434
 AB0434                          STATION RECOVERY (1981)
 AB0434
 AB0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AB0434'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 AB0434
 AB0434                          STATION RECOVERY (1991)
 AB0434
 AB0434'RECOVERY NOTE BY US POWER SQUADRON 1991 (GES)
 AB0434'RECOVERED IN GOOD CONDITION.
 AB0434
 AB0434                          STATION RECOVERY (1993)
 AB0434
 AB0434'RECOVERY NOTE BY US POWER SQUADRON 1993 (GES)
 AB0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE0667 ***********************************************************************
 AE0667  DESIGNATION -  L 873
 AE0667  PID         -  AE0667
 AE0667  STATE/COUNTY-  TX/STARR
 AE0667  USGS QUAD   -  LA GRULLA (1965)
 AE0667
 AE0667                         *CURRENT SURVEY CONTROL
 AE0667  ___________________________________________________________________
 AE0667* NAD 83(1986)-  26 18 05.     (N)    098 39 28.     (W)     SCALED    
 AE0667* NAVD 88     -        44.727  (meters)     146.74   (feet)  ADJUSTED  
 AE0667  ___________________________________________________________________
 AE0667  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AE0667  DYNAMIC HT  -          44.652 (meters)     146.50  (feet)  COMP
 AE0667  MODELED GRAV-     978,987.2   (mgal)                       NAVD 88
 AE0667
 AE0667  VERT ORDER  -  FIRST     CLASS II
 AE0667
 AE0667.The horizontal coordinates were scaled from a topographic map and have
 AE0667.an estimated accuracy of +/- 6 seconds.
 AE0667
 AE0667.The orthometric height was determined by differential leveling
 AE0667.and adjusted by the National Geodetic Survey in June 1991..
 AE0667
 AE0667.The geoid height was determined by GEOID03.
 AE0667
 AE0667.The dynamic height is computed by dividing the NAVD 88
 AE0667.geopotential number by the normal gravity value computed on the
 AE0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE0667.degrees latitude (g = 980.6199 gals.).
 AE0667
 AE0667.The modeled gravity was interpolated from observed gravity values.
 AE0667
 AE0667;                    North         East    Units  Estimated Accuracy
 AE0667;SPC TX S     - 5,070,330.      284,250.      MT  (+/- 180 meters Scaled)
 AE0667
 AE0667                          SUPERSEDED SURVEY CONTROL
 AE0667
 AE0667  NGVD 29 (??/??/92)   44.804  (m)          146.99   (f) ADJ UNCH    1 2
 AE0667
 AE0667.Superseded values are not recommended for survey control.
 AE0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE0667.See file dsdata.txt to determine how the superseded data were derived.
 AE0667
 AE0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNQ341091(NAD 83)
 AE0667_MARKER: DB = BENCH MARK DISK
 AE0667_SETTING: 0 = UNSPECIFIED SETTING
 AE0667_STAMPING: L 873 1943
 AE0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE0667
 AE0667  HISTORY     - Date     Condition        Report By
 AE0667  HISTORY     - 1943     MONUMENTED       CGS
 AE0667  HISTORY     - 1981     MARK NOT FOUND   NGS
 AE0667  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AE0667
 AE0667                          STATION DESCRIPTION
 AE0667
 AE0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AE0667'3.4 MI E FROM GARCIASVILLE.
 AE0667'BENCH MARK IS ABOUT 3.4 MILES EASTERLY ALONG THE MISSOURI PACIFIC
 AE0667'RAILROAD FROM THE UNION SCHOOL AT GARCIASVILLE, ABOUT 8.8 MILES WEST
 AE0667'OF THE STATION AT SAM FORDYCE, AND 1.2 MILES WEST OF LA GRULLA SIDING.
 AE0667'IT IS ABOUT 400.0 FEET EAST OF MILE POLE NO. A-62, 42.0 FEET NORTH OF
 AE0667'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE TRACKS, 3.0 FEET
 AE0667'WEST OF A 4X4-INCH WOODEN MARKER POST, AND 1.0 FOOT EAST OF A FENCE
 AE0667'THAT LEADS TO A CATTLE GARD.  THE MONUMENT PROJECTS ABOUT 0.5 FOOT.
 AE0667
 AE0667                          STATION RECOVERY (1981)
 AE0667
 AE0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AE0667'MARK NOT RECOVERED.
 AE0667
 AE0667                          STATION RECOVERY (1987)
 AE0667
 AE0667'RECOVERY NOTE BY US POWER SQUADRON 1987 (GES)
 AE0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9991 ***********************************************************************
 DE9991  DESIGNATION -  L 874 RESET
 DE9991  PID         -  DE9991
 DE9991  STATE/COUNTY-  TX/DE WITT
 DE9991  USGS QUAD   -  YORKTOWN WEST (1987)
 DE9991
 DE9991                         *CURRENT SURVEY CONTROL
 DE9991  ___________________________________________________________________
 DE9991* NAD 83(1986)-  28 57 59.     (N)    097 30 23.     (W)     SCALED    
 DE9991* NAVD 88     -        81.89   (+/-2cm)     268.7    (feet)  VERTCON   
 DE9991  ___________________________________________________________________
 DE9991  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DE9991
 DE9991  VERT ORDER  -  THIRD (See Below)
 DE9991
 DE9991.The horizontal coordinates were scaled from a topographic map and have
 DE9991.an estimated accuracy of +/- 6 seconds.
 DE9991
 DE9991.The NAVD 88 height was computed by applying the VERTCON shift value to
 DE9991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DE9991.The vertical order pertains to the NGVD 29 superseded value.
 DE9991
 DE9991.The geoid height was determined by GEOID03.
 DE9991
 DE9991;                    North         East    Units  Estimated Accuracy
 DE9991;SPC TXSC     - 4,126,500.      745,560.      MT  (+/- 180 meters Scaled)
 DE9991
 DE9991                          SUPERSEDED SURVEY CONTROL
 DE9991
 DE9991  NGVD 29 (01/29/03)   81.89   (m)          268.7    (f) RESET       3  
 DE9991
 DE9991.Superseded values are not recommended for survey control.
 DE9991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9991.See file dsdata.txt to determine how the superseded data were derived.
 DE9991
 DE9991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT455051(NAD 83)
 DE9991_MARKER: DV = VERTICAL CONTROL DISK
 DE9991_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE9991_SP_SET: CULVERT HEADWALL
 DE9991_STAMPING: L 874 RESET 2001
 DE9991_MARK LOGO: NGS   
 DE9991_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9991+STABILITY: SURFACE MOTION
 DE9991
 DE9991  HISTORY     - Date     Condition        Report By
 DE9991  HISTORY     - 2002     MONUMENTED       TXDOT
 DE9991
 DE9991                          STATION DESCRIPTION
 DE9991
 DE9991'DESCRIBED BY TEXAS DEPARTMENT OF TRANSPORTATION 2002
 DE9991'1.1 MILES (1.8 KM) SOUTH ALONG STATE HIGHWAY 119 FROM THE HIGH SCHOOL
 DE9991'AT YORKTOWN.  AT A CONCRETE CULVERT IN THE SOUTHEAST END OF THE
 DE9991'SOUTHWEST HEADWALL 24 FEET (7.3 M) SOUTHWEST OF THE CENTERLINE OF THE
 DE9991'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1605 ***********************************************************************
 AN1605  DESIGNATION -  L 876
 AN1605  PID         -  AN1605
 AN1605  STATE/COUNTY-  TX/KARNES
 AN1605  USGS QUAD   -  TULSITA (1987)
 AN1605
 AN1605                         *CURRENT SURVEY CONTROL
 AN1605  ___________________________________________________________________
 AN1605* NAD 83(1986)-  28 40 54.     (N)    097 50 04.     (W)     SCALED    
 AN1605* NAVD 88     -       105.072  (meters)     344.72   (feet)  ADJUSTED  
 AN1605  ___________________________________________________________________
 AN1605  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AN1605  DYNAMIC HT  -         104.916 (meters)     344.21  (feet)  COMP
 AN1605  MODELED GRAV-     979,160.4   (mgal)                       NAVD 88
 AN1605
 AN1605  VERT ORDER  -  FIRST     CLASS II
 AN1605
 AN1605.The horizontal coordinates were scaled from a topographic map and have
 AN1605.an estimated accuracy of +/- 6 seconds.
 AN1605
 AN1605.The orthometric height was determined by differential leveling
 AN1605.and adjusted by the National Geodetic Survey in June 1991..
 AN1605
 AN1605.The geoid height was determined by GEOID03.
 AN1605
 AN1605.The dynamic height is computed by dividing the NAVD 88
 AN1605.geopotential number by the normal gravity value computed on the
 AN1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AN1605.degrees latitude (g = 980.6199 gals.).
 AN1605
 AN1605.The modeled gravity was interpolated from observed gravity values.
 AN1605
 AN1605;                    North         East    Units  Estimated Accuracy
 AN1605;SPC TXSC     - 4,094,590.      713,910.      MT  (+/- 180 meters Scaled)
 AN1605
 AN1605                          SUPERSEDED SURVEY CONTROL
 AN1605
 AN1605  NGVD 29 (??/??/92)  104.998  (m)          344.48   (f) ADJ UNCH    1 2
 AN1605
 AN1605.Superseded values are not recommended for survey control.
 AN1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1605.See file dsdata.txt to determine how the superseded data were derived.
 AN1605
 AN1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS138732(NAD 83)
 AN1605_MARKER: DB = BENCH MARK DISK
 AN1605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1605_SP_SET: CULVERT
 AN1605_STAMPING: L 876 1943
 AN1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1605
 AN1605  HISTORY     - Date     Condition        Report By
 AN1605  HISTORY     - 1943     MONUMENTED       CGS
 AN1605  HISTORY     - 1949     GOOD             NGS
 AN1605  HISTORY     - 1981     GOOD             NGS
 AN1605  HISTORY     - 1987     GOOD             USPSQD
 AN1605
 AN1605                          STATION DESCRIPTION
 AN1605
 AN1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 AN1605'4.7 MI SE FROM GREEN.
 AN1605'4.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC LINES FROM THE STATION
 AN1605'AT GREEN, KARNES COUNTY, 0.15 MILE NORTHWEST OF THE STATION AT
 AN1605'BURNELL, 0.1 MILE NORTHWEST OF MILEPOST 72, OPPOSITE CULVERT 71.93,
 AN1605'62.7 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AT A DOUBLE 5- BY
 AN1605'22-FOOT CONCRETE CULVERT UNDER U.S. HIGHWAY 181, IN THE TOP OF THE
 AN1605'NORTH END OF THE NORTH WING WALL, 17.7 FEET NORTHEAST OF THE
 AN1605'CENTERLINE OF THE HIGHWAY, AND 0.5 FOOT LOWER THAN THE HIGHWAY.  A
 AN1605'STANDARD DISK.  NOTE-- IN MAY 1949 IT WAS REPORTED THAT THE RAILROAD
 AN1605'STATION BURNELL WAS MOVED TO MILEPOST 74.
 AN1605
 AN1605                          STATION RECOVERY (1981)
 AN1605
 AN1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AN1605'8.2 KM (5.1 MI) NORTHWEST ALONG U.S. HIGHWAY 181 FROM THE JUNCTION OF
 AN1605'FARM ROAD 623 IN PETTUS, IN TOP OF THE NORTHWEST WINGWALL OF THE
 AN1605'NORTHEAST HEADWALL OF A DOUBLE 1.5 BY 6.7-METER CONCRETE CULVERT UNDER
 AN1605'THE OLD HIGHWAY, 32.2 METERS (106 FT) NORTHEAST OF THE CENTERLINE OF
 AN1605'THE HIGHWAY, 5.4 METERS (17.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 AN1605'OLD HIGHWAY, 18.3 METERS (60.2 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF
 AN1605'THE SOUTHERN PACIFIC RAILROAD, 0.6 METER (2.0 FT) NORTH-NORTHEAST OF
 AN1605'THE NORTH END OF THE HEADWALL.
 AN1605'THE MARK IS ABOVE LEVEL WITH OLD HIGHWAY.
 AN1605
 AN1605                          STATION RECOVERY (1987)
 AN1605
 AN1605'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCJ)
 AN1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1704 ***********************************************************************
 AN1704  DESIGNATION -  L 877
 AN1704  PID         -  AN1704
 AN1704  STATE/COUNTY-  TX/KARNES
 AN1704  USGS QUAD   -  BERCLAIR NW (1987)
 AN1704
 AN1704                         *CURRENT SURVEY CONTROL
 AN1704  ___________________________________________________________________
 AN1704* NAD 83(1986)-  28 44 52.     (N)    097 42 48.     (W)     SCALED    
 AN1704* NAVD 88     -        83.89   (+/-2cm)     275.2    (feet)  VERTCON   
 AN1704  ___________________________________________________________________
 AN1704  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN1704
 AN1704  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1704
 AN1704.The horizontal coordinates were scaled from a topographic map and have
 AN1704.an estimated accuracy of +/- 6 seconds.
 AN1704
 AN1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1704.The vertical order pertains to the NGVD 29 superseded value.
 AN1704
 AN1704.The geoid height was determined by GEOID03.
 AN1704
 AN1704;                    North         East    Units  Estimated Accuracy
 AN1704;SPC TXSC     - 4,102,040.      725,660.      MT  (+/- 180 meters Scaled)
 AN1704
 AN1704                          SUPERSEDED SURVEY CONTROL
 AN1704
 AN1704  NGVD 29 (??/??/92)   83.89   (m)          275.2    (f) COMPUTED    2 0
 AN1704
 AN1704.Superseded values are not recommended for survey control.
 AN1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1704.See file dsdata.txt to determine how the superseded data were derived.
 AN1704
 AN1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS256807(NAD 83)
 AN1704_MARKER: DB = BENCH MARK DISK
 AN1704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1704_SP_SET: CULVERT
 AN1704_STAMPING: L 877 1943
 AN1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1704
 AN1704  HISTORY     - Date     Condition        Report By
 AN1704  HISTORY     - 1943     MONUMENTED       CGS
 AN1704
 AN1704                          STATION DESCRIPTION
 AN1704
 AN1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1704'2.05 MI E FROM CHOATE.
 AN1704'TO REACH FROM THE SCHOOL BUILDING AT CHOATE, PROCEED 2.05 MILES
 AN1704'EASTERLY ALONG STATE HIGHWAY NO.239 TO A CONCRETE CULVERT AND SITE OF
 AN1704'BENCH MARK.  BENCH MARK IS SET HORIZONTALLY IN THE TOP OF THE EAST END
 AN1704'OF THE SOUTH HEADWALL OF A 3X9 FOOT THREE WAY CONCRETE BOX CULVERT
 AN1704'UNDER THE HIGHWAY.  IT IS 40.0 YARDS WEST OF THE CENTERLINE OF A DIRT
 AN1704'CROSS ROAD, 15.7 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 AN1704'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1705 ***********************************************************************
 AN1705  DESIGNATION -  L 877 RESET 1960
 AN1705  PID         -  AN1705
 AN1705  STATE/COUNTY-  TX/KARNES
 AN1705  USGS QUAD   -  BERCLAIR NW (1987)
 AN1705
 AN1705                         *CURRENT SURVEY CONTROL
 AN1705  ___________________________________________________________________
 AN1705* NAD 83(1986)-  28 44 52.     (N)    097 42 48.     (W)     SCALED    
 AN1705* NAVD 88     -        83.69   (+/-2cm)     274.6    (feet)  VERTCON   
 AN1705  ___________________________________________________________________
 AN1705  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN1705
 AN1705  VERT ORDER  -  THIRD (See Below)
 AN1705
 AN1705.The horizontal coordinates were scaled from a topographic map and have
 AN1705.an estimated accuracy of +/- 6 seconds.
 AN1705
 AN1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1705.The vertical order pertains to the NGVD 29 superseded value.
 AN1705
 AN1705.The geoid height was determined by GEOID03.
 AN1705
 AN1705;                    North         East    Units  Estimated Accuracy
 AN1705;SPC TXSC     - 4,102,040.      725,660.      MT  (+/- 180 meters Scaled)
 AN1705
 AN1705                          SUPERSEDED SURVEY CONTROL
 AN1705
 AN1705  NGVD 29 (??/??/??)   83.69   (m)          274.6    (f) RESET       3  
 AN1705
 AN1705.Superseded values are not recommended for survey control.
 AN1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1705.See file dsdata.txt to determine how the superseded data were derived.
 AN1705
 AN1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS256807(NAD 83)
 AN1705_MARKER: DB = BENCH MARK DISK
 AN1705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1705_SP_SET: CULVERT
 AN1705_STAMPING: L 877 RESET 1960
 AN1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1705
 AN1705  HISTORY     - Date     Condition        Report By
 AN1705  HISTORY     - 1960     MONUMENTED       TXHD
 AN1705  HISTORY     - 1961     GOOD             TXHD
 AN1705
 AN1705                          STATION DESCRIPTION
 AN1705
 AN1705'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1961
 AN1705'2.1 MI SE FROM CHOATE.
 AN1705'THIS MARK IS LOCATED 2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 239 FROM
 AN1705'THE SCHOOL BUILDING AT CHOATE, AT A ROAD INTERSECTION, 40 YARDS WEST
 AN1705'OF THE CENTERLINE OF THE DIRT ROAD, 23.7 FEET SOUTH OF THE CENTERLINE
 AN1705'OF THE HIGHWAY, AT A 3- BY 9- FOOT THREE-WAY CONCRETE-BOX CULVERT
 AN1705'UNDER THE HIGHWAY, IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL,
 AN1705'AND 1.0 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1760 ***********************************************************************
 AN1760  DESIGNATION -  L 878
 AN1760  PID         -  AN1760
 AN1760  STATE/COUNTY-  TX/GOLIAD
 AN1760  USGS QUAD   -  BERCLAIR NW (1987)
 AN1760
 AN1760                         *CURRENT SURVEY CONTROL
 AN1760  ___________________________________________________________________
 AN1760* NAD 83(1986)-  28 41 06.     (N)    097 41 22.     (W)     SCALED    
 AN1760* NAVD 88     -        92.60   (+/-2cm)     303.8    (feet)  VERTCON   
 AN1760  ___________________________________________________________________
 AN1760  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN1760
 AN1760  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1760
 AN1760.The horizontal coordinates were scaled from a topographic map and have
 AN1760.an estimated accuracy of +/- 6 seconds.
 AN1760
 AN1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1760.The vertical order pertains to the NGVD 29 superseded value.
 AN1760
 AN1760.The geoid height was determined by GEOID03.
 AN1760
 AN1760;                    North         East    Units  Estimated Accuracy
 AN1760;SPC TXSC     - 4,095,110.      728,070.      MT  (+/- 180 meters Scaled)
 AN1760
 AN1760                          SUPERSEDED SURVEY CONTROL
 AN1760
 AN1760  NGVD 29 (??/??/92)   92.612  (m)          303.84   (f) ADJ UNCH    2 0
 AN1760
 AN1760.Superseded values are not recommended for survey control.
 AN1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1760.See file dsdata.txt to determine how the superseded data were derived.
 AN1760
 AN1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS280737(NAD 83)
 AN1760_MARKER: DB = BENCH MARK DISK
 AN1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1760_STAMPING: L 878 1943
 AN1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1760+STABILITY: SURFACE MOTION
 AN1760
 AN1760  HISTORY     - Date     Condition        Report By
 AN1760  HISTORY     - 1943     MONUMENTED       CGS
 AN1760
 AN1760                          STATION DESCRIPTION
 AN1760
 AN1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1760'6.45 MI SW FROM PETTUS.
 AN1760'TO REACH FROM THE ELEMENTARY SCHOOL AT PETTUS, PROCEED 8.7 MILES
 AN1760'NORTHEASTERLY ALONG A DIRT ROAD TO THE TOP OF A HILL AND SITE OF BENCH
 AN1760'MARK.  BENCH MARK IS 23.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS
 AN1760'THE CENTERLINE OF THE ROAD.  IT IS 2.3 FEET NORTH OF A 4X4 INCH WHITE
 AN1760'WOODEN MARKER POST AND 1.4 FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE.
 AN1760'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1761 ***********************************************************************
 AN1761  DESIGNATION -  L 878 RESET 1967
 AN1761  PID         -  AN1761
 AN1761  STATE/COUNTY-  TX/GOLIAD
 AN1761  USGS QUAD   -  BERCLAIR NW (1987)
 AN1761
 AN1761                         *CURRENT SURVEY CONTROL
 AN1761  ___________________________________________________________________
 AN1761* NAD 83(1986)-  28 41 06.     (N)    097 41 22.     (W)     SCALED    
 AN1761* NAVD 88     -        92.18   (+/-2cm)     302.4    (feet)  VERTCON   
 AN1761  ___________________________________________________________________
 AN1761  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AN1761
 AN1761  VERT ORDER  -  THIRD (See Below)
 AN1761
 AN1761.The horizontal coordinates were scaled from a topographic map and have
 AN1761.an estimated accuracy of +/- 6 seconds.
 AN1761
 AN1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1761.The vertical order pertains to the NGVD 29 superseded value.
 AN1761
 AN1761.The geoid height was determined by GEOID03.
 AN1761
 AN1761;                    North         East    Units  Estimated Accuracy
 AN1761;SPC TXSC     - 4,095,110.      728,070.      MT  (+/- 180 meters Scaled)
 AN1761
 AN1761                          SUPERSEDED SURVEY CONTROL
 AN1761
 AN1761  NGVD 29 (??/??/??)   92.19   (m)          302.5    (f) RESET       3  
 AN1761
 AN1761.Superseded values are not recommended for survey control.
 AN1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1761.See file dsdata.txt to determine how the superseded data were derived.
 AN1761
 AN1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS280737(NAD 83)
 AN1761_MARKER: DB = BENCH MARK DISK
 AN1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1761_STAMPING: L 878 RESET 1967
 AN1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1761+STABILITY: SURFACE MOTION
 AN1761
 AN1761  HISTORY     - Date     Condition        Report By
 AN1761  HISTORY     - 1967     MONUMENTED       LOCENG
 AN1761
 AN1761                          STATION DESCRIPTION
 AN1761
 AN1761'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 AN1761'6.4 MI SW FROM CHARCO.
 AN1761'2.2 MILES WEST ALONG STATE HIGHWAY 239 FROM FOUR CORNERS (JUNCTION OF
 AN1761'FARM-TO-MARKET ROAD 81) AT CHARCO, THENCE 4.2 MILES SOUTHWEST ALONG
 AN1761'FARM-TO-MARKET ROAD 2442, AT THE TOP OF A HILL, 51 FEET WEST OF THE
 AN1761'CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE
 AN1761'LINE, 4 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 LOWER
 AN1761'THAN THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 AN1761'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1794 ***********************************************************************
 AN1794  DESIGNATION -  L 879
 AN1794  PID         -  AN1794
 AN1794  STATE/COUNTY-  TX/GOLIAD
 AN1794  USGS QUAD   -  CHARCO (1987)
 AN1794
 AN1794                         *CURRENT SURVEY CONTROL
 AN1794  ___________________________________________________________________
 AN1794* NAD 83(1986)-  28 38 09.     (N)    097 32 27.     (W)     SCALED    
 AN1794* NAVD 88     -        71.94   (+/-2cm)     236.0    (feet)  VERTCON   
 AN1794  ___________________________________________________________________
 AN1794  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AN1794
 AN1794  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1794
 AN1794.The horizontal coordinates were scaled from a topographic map and have
 AN1794.an estimated accuracy of +/- 6 seconds.
 AN1794
 AN1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1794.The vertical order pertains to the NGVD 29 superseded value.
 AN1794
 AN1794.The geoid height was determined by GEOID03.
 AN1794
 AN1794;                    North         East    Units  Estimated Accuracy
 AN1794;SPC TXSC     - 4,089,830.      742,660.      MT  (+/- 180 meters Scaled)
 AN1794
 AN1794                          SUPERSEDED SURVEY CONTROL
 AN1794
 AN1794  NGVD 29 (??/??/92)   71.981  (m)          236.16   (f) ADJ UNCH    2 0
 AN1794
 AN1794.Superseded values are not recommended for survey control.
 AN1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1794.See file dsdata.txt to determine how the superseded data were derived.
 AN1794
 AN1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS426685(NAD 83)
 AN1794_MARKER: DB = BENCH MARK DISK
 AN1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1794_STAMPING: L 879 1943
 AN1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1794+STABILITY: SURFACE MOTION
 AN1794
 AN1794  HISTORY     - Date     Condition        Report By
 AN1794  HISTORY     - 1943     MONUMENTED       CGS
 AN1794
 AN1794                          STATION DESCRIPTION
 AN1794
 AN1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1794'2.45 MI S FROM RIVERDALE.
 AN1794'TO REACH FROM THE SCHOOL BUILDING AT RIVERDALE, PROCEED 2.45 MILES
 AN1794'SOUTHERLY ALONG A DIRT ROAD TO THE INTERSECTION OF A DIRT ROAD LEADING
 AN1794'EAST AND SITE OF BENCH MARK.  BENCH MARK IS 34.4 FEET EAST OF AND
 AN1794'ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD.  IT IS 33.9 FEET
 AN1794'SOUTH OF THE CENTERLINE OF A DIRT ROAD LEADING EAST, AND 2.9 FEET
 AN1794'NORTH OF A 4X4 INCH WHITE WOODEN MARKER POST.  MONUMENT PROJECTS 0.4
 AN1794'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL1258 ***********************************************************************
 BL1258  DESIGNATION -  L 88
 BL1258  PID         -  BL1258
 BL1258  STATE/COUNTY-  TX/MONTGOMERY
 BL1258  USGS QUAD   -  CONROE (1976)
 BL1258
 BL1258                         *CURRENT SURVEY CONTROL
 BL1258  ___________________________________________________________________
 BL1258* NAD 83(1986)-  30 18 55.     (N)    095 27 22.     (W)     SCALED    
 BL1258* NAVD 88     -        67.07   (+/-2cm)     220.0    (feet)  VERTCON   
 BL1258  ___________________________________________________________________
 BL1258  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BL1258
 BL1258  VERT ORDER  -  FIRST     CLASS I (See Below)
 BL1258
 BL1258.The horizontal coordinates were scaled from a topographic map and have
 BL1258.an estimated accuracy of +/- 6 seconds.
 BL1258
 BL1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL1258.The vertical order pertains to the NGVD 29 superseded value.
 BL1258
 BL1258.The geoid height was determined by GEOID03.
 BL1258
 BL1258;                    North         East    Units  Estimated Accuracy
 BL1258;SPC TX C     - 3,082,180.    1,168,920.      MT  (+/- 180 meters Scaled)
 BL1258
 BL1258                          SUPERSEDED SURVEY CONTROL
 BL1258
 BL1258  NGVD 29 (??/??/92)   67.074  (m)          220.06   (f) ADJ UNCH    1 1
 BL1258
 BL1258.Superseded values are not recommended for survey control.
 BL1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL1258.See file dsdata.txt to determine how the superseded data were derived.
 BL1258
 BL1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTP638562(NAD 83)
 BL1258_MARKER: DB = BENCH MARK DISK
 BL1258_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 BL1258+WITH SETTING: INTO GROUND
 BL1258_STAMPING: L 88 1932 220.337
 BL1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL1258+STABILITY: SURFACE MOTION
 BL1258
 BL1258  HISTORY     - Date     Condition        Report By
 BL1258  HISTORY     - 1932     MONUMENTED       CGS
 BL1258  HISTORY     - 1973     GOOD             NGS
 BL1258  HISTORY     - 1978     GOOD             NGS
 BL1258  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL1258  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BL1258
 BL1258                          STATION DESCRIPTION
 BL1258
 BL1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BL1258'IN CONROE.
 BL1258'ABOUT 0.4 MILE NORTH ALONG MISSOURI-PACIFIC RAILROAD FROM THE STATION
 BL1258'AT CONROE, ON THE SOUTHEAST GROUNDS OF THE CONROE YMCA, 87.4 FEET
 BL1258'NORTH OF THE CENTER LINE OF NUGENT ST., 30.2 FEET WEST OF THE CENTER
 BL1258'LINE OF PACIFIC ST., 3.5 FEET WEST OF A CHAIN LINK FENCE AROUND THE
 BL1258'GROUNDS, 50.1 FEET SOUTH OF THE CENTER OF THE CHAIN LINK GATE TO THE
 BL1258'EAST ENTRANCE TO THE GROUNDS, ABOUT LEVEL WITH THE ROAD, AND IS A DISK
 BL1258'SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD PROJECTING 0.3 FOOT.
 BL1258
 BL1258                          STATION RECOVERY (1978)
 BL1258
 BL1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BL1258'NOTE=BENCH MARK FOUND UNDER RAILROAD CAR WHICH IS BEING USED TO BUILD
 BL1258'SCHOOL, ALSO BENCH MARK IS A CONCRETE POST INSTEAD OF A COPPER ROD.
 BL1258
 BL1258                          STATION RECOVERY (1987)
 BL1258
 BL1258'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BL1258'MARK NOT FOUND.
 BL1258
 BL1258                          STATION RECOVERY (1990)
 BL1258
 BL1258'RECOVERY NOTE BY US POWER SQUADRON 1990 (LT)
 BL1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1727 ***********************************************************************
 AN1727  DESIGNATION -  L 880
 AN1727  PID         -  AN1727
 AN1727  STATE/COUNTY-  TX/KARNES
 AN1727  USGS QUAD   -  CHOATE (1987)
 AN1727
 AN1727                         *CURRENT SURVEY CONTROL
 AN1727  ___________________________________________________________________
 AN1727* NAD 83(1986)-  28 50 22.     (N)    097 40 32.     (W)     SCALED    
 AN1727* NAVD 88     -        94.95   (+/-2cm)     311.5    (feet)  VERTCON   
 AN1727  ___________________________________________________________________
 AN1727  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AN1727
 AN1727  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1727
 AN1727.The horizontal coordinates were scaled from a topographic map and have
 AN1727.an estimated accuracy of +/- 6 seconds.
 AN1727
 AN1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1727.The vertical order pertains to the NGVD 29 superseded value.
 AN1727
 AN1727.The geoid height was determined by GEOID03.
 AN1727
 AN1727;                    North         East    Units  Estimated Accuracy
 AN1727;SPC TXSC     - 4,112,240.      729,240.      MT  (+/- 180 meters Scaled)
 AN1727
 AN1727                          SUPERSEDED SURVEY CONTROL
 AN1727
 AN1727  NGVD 29 (??/??/92)   94.941  (m)          311.49   (f) ADJ UNCH    2 0
 AN1727
 AN1727.Superseded values are not recommended for survey control.
 AN1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1727.See file dsdata.txt to determine how the superseded data were derived.
 AN1727
 AN1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS292909(NAD 83)
 AN1727_MARKER: DB = BENCH MARK DISK
 AN1727_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AN1727_SP_SET: CULVERT
 AN1727_STAMPING: L 880 1943
 AN1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1727
 AN1727  HISTORY     - Date     Condition        Report By
 AN1727  HISTORY     - 1943     MONUMENTED       CGS
 AN1727  HISTORY     - 20060215 MARK NOT FOUND   USPSQD
 AN1727
 AN1727                          STATION DESCRIPTION
 AN1727
 AN1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1727'3.8 MI SE FROM CHARCO.
 AN1727'3.8 MILES SE OF THE FIRST STATE BANK AT RUNGE, TO REACH FROM THE
 AN1727'SCHOOL BUILDING AT CHARCO, PROCEED 7.55 MILES NORTHWESTERLY ALONG A
 AN1727'COUNTY PAVED ROAD TO A CONCRETE CULVERT AND SITE OF BENCH MARK. BENCH
 AN1727'MARK IS SET HORIZONTALLY IN THE TOP OF THE NORTHWEST END OF THE
 AN1727'NORTHEAST HEADWALL OF A 3X4 FOOT CONCRETE BOX CULVERT UNDER THE ROAD.
 AN1727'IT IS 15.3 FEET NORTHEAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE
 AN1727'OF THE ROAD.
 AN1727
 AN1727                          STATION RECOVERY (2006)
 AN1727
 AN1727'RECOVERY NOTE BY US POWER SQUADRON 2006 (JD)
 AN1727'HEADWALL OF CULVERT DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2010 ***********************************************************************
 AX2010  DESIGNATION -  L 881
 AX2010  PID         -  AX2010
 AX2010  STATE/COUNTY-  TX/GONZALES
 AX2010  USGS QUAD   -  PILGRIM (1987)
 AX2010
 AX2010                         *CURRENT SURVEY CONTROL
 AX2010  ___________________________________________________________________
 AX2010* NAD 83(1986)-  29 16 14.     (N)    097 37 25.     (W)     SCALED    
 AX2010* NAVD 88     -        91.41   (+/-2cm)     299.9    (feet)  VERTCON   
 AX2010  ___________________________________________________________________
 AX2010  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AX2010
 AX2010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX2010
 AX2010.The horizontal coordinates were scaled from a topographic map and have
 AX2010.an estimated accuracy of +/- 6 seconds.
 AX2010
 AX2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2010.The vertical order pertains to the NGVD 29 superseded value.
 AX2010
 AX2010.The geoid height was determined by GEOID03.
 AX2010
 AX2010;                    North         East    Units  Estimated Accuracy
 AX2010;SPC TXSC     - 4,160,070.      733,740.      MT  (+/- 180 meters Scaled)
 AX2010
 AX2010                          SUPERSEDED SURVEY CONTROL
 AX2010
 AX2010  NGVD 29 (??/??/92)   91.381  (m)          299.81   (f) ADJ UNCH    2 0
 AX2010
 AX2010.Superseded values are not recommended for survey control.
 AX2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2010.See file dsdata.txt to determine how the superseded data were derived.
 AX2010
 AX2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT337387(NAD 83)
 AX2010_MARKER: DB = BENCH MARK DISK
 AX2010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AX2010_SP_SET: CULVERT
 AX2010_STAMPING: L 881 1943
 AX2010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AX2010
 AX2010  HISTORY     - Date     Condition        Report By
 AX2010  HISTORY     - 1943     MONUMENTED       CGS
 AX2010
 AX2010                          STATION DESCRIPTION
 AX2010
 AX2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AX2010'0.8 MI E FROM SMILEY.
 AX2010'TO REACH FROM THE TEXAS AND NEW ORLEANS (SOUTHERN PACIFIC) RAILROAD
 AX2010'STATION AT SMILEY, PROCEED 0.8 MILE EASTERLY ALONG THE TRACK TO A
 AX2010'CONCRETE CULVERT AND SITE OF BENCH MARK.  BENCH MARK IS SET
 AX2010'HORIZONTALLY IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 2.5
 AX2010'FOOT CONCRETE PIPE CULVERT UNDER THE TRACK.  IT IS 3 1/2 TELEPHONE
 AX2010'POLES EAST OF AND ACROSS THE TRACK FROM MILE POST NO. 81, 19.0 FEET
 AX2010'NORTH OF AND ABOUT 6.0 FEET BELOW THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0950 ***********************************************************************
 BL0950  DESIGNATION -  L 882
 BL0950  PID         -  BL0950
 BL0950  STATE/COUNTY-  TX/POLK
 BL0950  USGS QUAD   -  ONALASKA (1972)
 BL0950
 BL0950                         *CURRENT SURVEY CONTROL
 BL0950  ___________________________________________________________________
 BL0950* NAD 83(1986)-  30 48 56.     (N)    095 05 44.     (W)     SCALED    
 BL0950* NAVD 88     -        43.21   (+/-2cm)     141.8    (feet)  VERTCON   
 BL0950  ___________________________________________________________________
 BL0950  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BL0950
 BL0950  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0950
 BL0950.The horizontal coordinates were scaled from a topographic map and have
 BL0950.an estimated accuracy of +/- 6 seconds.
 BL0950
 BL0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0950.The vertical order pertains to the NGVD 29 superseded value.
 BL0950
 BL0950.The geoid height was determined by GEOID03.
 BL0950
 BL0950;                    North         East    Units  Estimated Accuracy
 BL0950;SPC TX C     - 3,139,160.    1,200,950.      MT  (+/- 180 meters Scaled)
 BL0950
 BL0950                          SUPERSEDED SURVEY CONTROL
 BL0950
 BL0950  NGVD 29 (??/??/92)   43.226  (m)          141.82   (f) ADJ UNCH    2 0
 BL0950
 BL0950.Superseded values are not recommended for survey control.
 BL0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0950.See file dsdata.txt to determine how the superseded data were derived.
 BL0950
 BL0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ995110(NAD 83)
 BL0950_MARKER: DB = BENCH MARK DISK
 BL0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0950_STAMPING: L 882 1947
 BL0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0950+STABILITY: SURFACE MOTION
 BL0950
 BL0950  HISTORY     - Date     Condition        Report By
 BL0950  HISTORY     - 1947     MONUMENTED       CGS
 BL0950
 BL0950                          STATION DESCRIPTION
 BL0950
 BL0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0950'1.7 MI E FROM ONALASKA.
 BL0950'1.7 MILES EAST ALONG THE LEGGETT-ONALASKA ROAD FROM THE POST OFFICE AT
 BL0950'ONALASKA, 70.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 12 FOOT
 BL0950'WOODEN BRIDGE, 44.0 FEET SOUTH OF AND LEVEL WITH THE CENTER LINE OF
 BL0950'THE ROAD, 7.7 FEET EAST OF THE EAST END OF A GATE, 6.0 FEET WEST
 BL0950'SOUTHWEST OF A 20 INCH SWEETGUM TREE, 2.2 FEET SOUTH OF A FENCE, 1.5
 BL0950'FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 BL0950'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0926 ***********************************************************************
 BL0926  DESIGNATION -  L 883
 BL0926  PID         -  BL0926
 BL0926  STATE/COUNTY-  TX/TRINITY
 BL0926  USGS QUAD   -  CHITA (1972)
 BL0926
 BL0926                         *CURRENT SURVEY CONTROL
 BL0926  ___________________________________________________________________
 BL0926* NAD 83(1986)-  30 58 50.     (N)    095 08 43.     (W)     SCALED    
 BL0926* NAVD 88     -        75.86   (+/-2cm)     248.9    (feet)  VERTCON   
 BL0926  ___________________________________________________________________
 BL0926  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BL0926
 BL0926  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BL0926
 BL0926.The horizontal coordinates were scaled from a topographic map and have
 BL0926.an estimated accuracy of +/- 6 seconds.
 BL0926
 BL0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 BL0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BL0926.The vertical order pertains to the NGVD 29 superseded value.
 BL0926
 BL0926.The geoid height was determined by GEOID03.
 BL0926
 BL0926;                    North         East    Units  Estimated Accuracy
 BL0926;SPC TX C     - 3,157,200.    1,195,340.      MT  (+/- 180 meters Scaled)
 BL0926
 BL0926                          SUPERSEDED SURVEY CONTROL
 BL0926
 BL0926  NGVD 29 (??/??/92)   75.868  (m)          248.91   (f) ADJ UNCH    2 0
 BL0926
 BL0926.Superseded values are not recommended for survey control.
 BL0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0926.See file dsdata.txt to determine how the superseded data were derived.
 BL0926
 BL0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ951294(NAD 83)
 BL0926_MARKER: DB = BENCH MARK DISK
 BL0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BL0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BL0926_STAMPING: L 883 1947
 BL0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BL0926+STABILITY: SURFACE MOTION
 BL0926
 BL0926  HISTORY     - Date     Condition        Report By
 BL0926  HISTORY     - 1947     MONUMENTED       CGS
 BL0926  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BL0926  HISTORY     - 19960601 MARK NOT FOUND   USPSQD
 BL0926
 BL0926                          STATION DESCRIPTION
 BL0926
 BL0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BL0926'5.8 MI S FROM GROVETON.
 BL0926'5.8 MILES SOUTH ALONG THE GROVETON-SEBASTOPOL ROAD FROM THE COURTHOUSE
 BL0926'AT GROVETON, AT A ROAD JUNCTION, 105.0 FEET SOUTHEAST OF A POINT WHERE
 BL0926'THE CENTER LINE OF THE NORTH-SOUTH ROAD INTERSECTS WITH THE CENTER
 BL0926'LINE OF THE ROAD LEADING SOUTHWEST, 69.0 FEET EAST OF THE CENTER LINE
 BL0926'OF THE NORTH-SOUTH ROAD, 53.9 FEET NORTH OF THE NORTH END OF A WOODEN
 BL0926'GATE, 28.0 FEET EAST SOUTHEAST OF A CONCRETE POST PROJECTING 2.0 FEET
 BL0926'ABOVE THE GROUND AND DESIGNATED AS (AND STAMPED) STATION 293 + 20, 2.5
 BL0926'FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE
 BL0926'TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 BL0926
 BL0926                          STATION RECOVERY (1987)
 BL0926
 BL0926'RECOVERY NOTE BY US POWER SQUADRON 1987 (PT)
 BL0926'MARK NOT FOUND.
 BL0926
 BL0926                          STATION RECOVERY (1996)
 BL0926
 BL0926'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1640 ***********************************************************************
 BY1640  DESIGNATION -  L 884
 BY1640  PID         -  BY1640
 BY1640  STATE/COUNTY-  TX/TRINITY
 BY1640  USGS QUAD   -  GROVETON EAST (1963)
 BY1640
 BY1640                         *CURRENT SURVEY CONTROL
 BY1640  ___________________________________________________________________
 BY1640* NAD 83(1986)-  31 01 27.     (N)    095 02 19.     (W)     SCALED    
 BY1640* NAVD 88     -       103.67   (+/-2cm)     340.1    (feet)  VERTCON   
 BY1640  ___________________________________________________________________
 BY1640  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BY1640
 BY1640  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1640
 BY1640.The horizontal coordinates were scaled from a topographic map and have
 BY1640.an estimated accuracy of +/- 6 seconds.
 BY1640
 BY1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1640.The vertical order pertains to the NGVD 29 superseded value.
 BY1640
 BY1640.The geoid height was determined by GEOID03.
 BY1640
 BY1640;                    North         East    Units  Estimated Accuracy
 BY1640;SPC TX C     - 3,162,510.    1,205,290.      MT  (+/- 180 meters Scaled)
 BY1640
 BY1640                          SUPERSEDED SURVEY CONTROL
 BY1640
 BY1640  NGVD 29 (??/??/92)  103.681  (m)          340.16   (f) ADJ UNCH    2 0
 BY1640
 BY1640.Superseded values are not recommended for survey control.
 BY1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1640.See file dsdata.txt to determine how the superseded data were derived.
 BY1640
 BY1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ054340(NAD 83)
 BY1640_MARKER: DB = BENCH MARK DISK
 BY1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1640_STAMPING: L 884 1947
 BY1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1640+STABILITY: SURFACE MOTION
 BY1640
 BY1640  HISTORY     - Date     Condition        Report By
 BY1640  HISTORY     - 1947     MONUMENTED       CGS
 BY1640
 BY1640                          STATION DESCRIPTION
 BY1640
 BY1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1640'IN WOODLAKE.
 BY1640'AT WOODLAKE, APPROXIMATELY 104 YARDS NORTHWEST OF THE NORTHWEST CORNER
 BY1640'OF THE POST OFFICE, 52.0 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 BY1640'ROAD, 45.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5.8 FEET
 BY1640'SOUTHWEST OF THE SOUTH CORNER OF A STONE BUS-STOP SHELTER, 1.4 FEET
 BY1640'NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 BY1640'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1596 ***********************************************************************
 BY1596  DESIGNATION -  L 885
 BY1596  PID         -  BY1596
 BY1596  STATE/COUNTY-  TX/TRINITY
 BY1596  USGS QUAD   -  GROVETON EAST (1963)
 BY1596
 BY1596                         *CURRENT SURVEY CONTROL
 BY1596  ___________________________________________________________________
 BY1596* NAD 83(1986)-  31 06 50.     (N)    095 06 19.     (W)     SCALED    
 BY1596* NAVD 88     -        83.80   (+/-2cm)     274.9    (feet)  VERTCON   
 BY1596  ___________________________________________________________________
 BY1596  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BY1596
 BY1596  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1596
 BY1596.The horizontal coordinates were scaled from a topographic map and have
 BY1596.an estimated accuracy of +/- 6 seconds.
 BY1596
 BY1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1596.The vertical order pertains to the NGVD 29 superseded value.
 BY1596
 BY1596.The geoid height was determined by GEOID03.
 BY1596
 BY1596;                    North         East    Units  Estimated Accuracy
 BY1596;SPC TX C     - 3,172,150.    1,198,470.      MT  (+/- 180 meters Scaled)
 BY1596
 BY1596                          SUPERSEDED SURVEY CONTROL
 BY1596
 BY1596  NGVD 29 (??/??/92)   83.819  (m)          275.00   (f) ADJ UNCH    2 0
 BY1596
 BY1596.Superseded values are not recommended for survey control.
 BY1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1596.See file dsdata.txt to determine how the superseded data were derived.
 BY1596
 BY1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTQ992441(NAD 83)
 BY1596_MARKER: DB = BENCH MARK DISK
 BY1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1596_STAMPING: L 885 1947
 BY1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1596+STABILITY: SURFACE MOTION
 BY1596
 BY1596  HISTORY     - Date     Condition        Report By
 BY1596  HISTORY     - 1947     MONUMENTED       CGS
 BY1596
 BY1596                          STATION DESCRIPTION
 BY1596
 BY1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 BY1596'4.25 MI N FROM GROVETON.
 BY1596'4.25 MILES NORTH ALONG TEXAS STATE HIGHWAY 94 FROM THE COURTHOUSE AT
 BY1596'GROVETON, APPROXIMATELY 113 YARDS SOUTHWEST OF THE H.E. SMITH GROCERY
 BY1596'STORE, 91.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 89.2
 BY1596'FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 65.4 FEET WEST OF AND
 BY1596'1.0 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY, 1.2 FEET SOUTHEAST OF A
 BY1596'FENCE, 1.1 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 BY1596'CONCRETE POST AND PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX0802 ***********************************************************************
 AX0802  DESIGNATION -  L 886
 AX0802  PID         -  AX0802
 AX0802  STATE/COUNTY-  TX/LAVACA
 AX0802  USGS QUAD   -  MORALES (1981)
 AX0802
 AX0802                         *CURRENT SURVEY CONTROL
 AX0802  ___________________________________________________________________
 AX0802* NAD 83(1986)-  29 10 19.     (N)    096 51 10.     (W)     SCALED    
 AX0802* NAVD 88     -        43.31   (+/-2cm)     142.1    (feet)  VERTCON   
 AX0802  ___________________________________________________________________
 AX0802  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AX0802
 AX0802  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AX0802
 AX0802.The horizontal coordinates were scaled from a topographic map and have
 AX0802.an estimated accuracy of +/- 6 seconds.
 AX0802
 AX0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX0802.The vertical order pertains to the NGVD 29 superseded value.
 AX0802
 AX0802.The geoid height was determined by GEOID03.
 AX0802
 AX0802;                    North         East    Units  Estimated Accuracy
 AX0802;SPC TXSC     - 4,150,270.      808,840.      MT  (+/- 180 meters Scaled)
 AX0802
 AX0802                          SUPERSEDED SURVEY CONTROL
 AX0802
 AX0802  NGVD 29 (??/??/92)   43.339  (m)          142.19   (f) ADJ UNCH    2 0
 AX0802
 AX0802.Superseded values are not recommended for survey control.
 AX0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX0802.See file dsdata.txt to determine how the superseded data were derived.
 AX0802
 AX0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RQT088289(NAD 83)
 AX0802_MARKER: DB = BENCH MARK DISK
 AX0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AX0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AX0802_STAMPING: L 886 1943
 AX0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX0802+STABILITY: SURFACE MOTION
 AX0802
 AX0802  HISTORY     - Date     Condition        Report By
 AX0802  HISTORY     - 1943     MONUMENTED       CGS
 AX0802  HISTORY     - 1964     GOOD             USGS
 AX0802
 AX0802                          STATION DESCRIPTION
 AX0802
 AX0802'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 AX0802'9.2 MI S FROM EZZELL.
 AX0802'9.2 MILES SOUTH ALONG ROAD FROM EZZELL, LAVACA COUNTY.  THENCE 0.8
 AX0802'MILE SW ALONG PRIVATE RANCH ROAD.  200 FEET SOUTHWESS OF LIVESTOCK
 AX0802'CREEP FEEDER.  14 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.  10.5
 AX0802'FEET EAST OF A 30 INCH OAK TREE.  LEVEL WITH ROADWAY.  AND SET IN A
 AX0802'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1153 ***********************************************************************
 AN1153  DESIGNATION -  L 887
 AN1153  PID         -  AN1153
 AN1153  STATE/COUNTY-  TX/DE WITT
 AN1153  USGS QUAD   -  MEYERSVILLE (1987)
 AN1153
 AN1153                         *CURRENT SURVEY CONTROL
 AN1153  ___________________________________________________________________
 AN1153* NAD 83(1986)-  28 59 33.     (N)    097 18 36.     (W)     SCALED    
 AN1153* NAVD 88     -        82.75   (+/-2cm)     271.5    (feet)  VERTCON   
 AN1153  ___________________________________________________________________
 AN1153  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AN1153
 AN1153  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1153
 AN1153.The horizontal coordinates were scaled from a topographic map and have
 AN1153.an estimated accuracy of +/- 6 seconds.
 AN1153
 AN1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1153.The vertical order pertains to the NGVD 29 superseded value.
 AN1153
 AN1153.The geoid height was determined by GEOID03.
 AN1153
 AN1153;                    North         East    Units  Estimated Accuracy
 AN1153;SPC TXSC     - 4,129,660.      764,660.      MT  (+/- 180 meters Scaled)
 AN1153
 AN1153                          SUPERSEDED SURVEY CONTROL
 AN1153
 AN1153  NGVD 29 (??/??/92)   82.766  (m)          271.54   (f) ADJ UNCH    2 0
 AN1153
 AN1153.Superseded values are not recommended for survey control.
 AN1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1153.See file dsdata.txt to determine how the superseded data were derived.
 AN1153
 AN1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT646083(NAD 83)
 AN1153_MARKER: DB = BENCH MARK DISK
 AN1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1153_STAMPING: L 887 1943
 AN1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1153+STABILITY: SURFACE MOTION
 AN1153
 AN1153  HISTORY     - Date     Condition        Report By
 AN1153  HISTORY     - 1943     MONUMENTED       CGS
 AN1153  HISTORY     - 1958     MARK NOT FOUND   USGS
 AN1153  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AN1153
 AN1153                          STATION DESCRIPTION
 AN1153
 AN1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1153'3.1 MI W FROM ARNECKEVILLE.
 AN1153'TO REACH FROM THE POST OFFICE AT ARNECKEVILLE-- PROCEED 3.1 MILES
 AN1153'WESTERLY ALONG A DIRT ROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 AN1153'1.0 MILE SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY NO.29, ABOUT
 AN1153'0.2 MILE SOUTHEAST OF THE NORTHEAST END OF A SHORT JOG IN ROAD, AND
 AN1153'18.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 AN1153'OF ROAD.  IT IS 15.0 FEET SOUTHEAST OF A FENCE CORNER, AND A 14-INCH
 AN1153'HACKBERRY TREE, 2.0 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 4.0
 AN1153'FEET SOUTHEAST OF A 4X4-INCH WOODEN MARKER POST. MONUMENT PROJECTS 0.4
 AN1153'FOOT.
 AN1153
 AN1153                          STATION RECOVERY (1958)
 AN1153
 AN1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 AN1153'MARK NOT FOUND.
 AN1153
 AN1153                          STATION RECOVERY (2001)
 AN1153
 AN1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AN1153'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1143 ***********************************************************************
 AN1143  DESIGNATION -  L 888
 AN1143  PID         -  AN1143
 AN1143  STATE/COUNTY-  TX/DE WITT
 AN1143  USGS QUAD   -  MISSION VALLEY (1987)
 AN1143
 AN1143                         *CURRENT SURVEY CONTROL
 AN1143  ___________________________________________________________________
 AN1143* NAD 83(1986)-  28 57 46.     (N)    097 12 38.     (W)     SCALED    
 AN1143* NAVD 88     -        62.97   (+/-2cm)     206.6    (feet)  VERTCON   
 AN1143  ___________________________________________________________________
 AN1143  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AN1143
 AN1143  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1143
 AN1143.The horizontal coordinates were scaled from a topographic map and have
 AN1143.an estimated accuracy of +/- 6 seconds.
 AN1143
 AN1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1143.The vertical order pertains to the NGVD 29 superseded value.
 AN1143
 AN1143.The geoid height was determined by GEOID03.
 AN1143
 AN1143;                    North         East    Units  Estimated Accuracy
 AN1143;SPC TXSC     - 4,126,510.      774,400.      MT  (+/- 180 meters Scaled)
 AN1143
 AN1143                          SUPERSEDED SURVEY CONTROL
 AN1143
 AN1143  NGVD 29 (??/??/92)   63.001  (m)          206.70   (f) ADJ UNCH    2 0
 AN1143
 AN1143.Superseded values are not recommended for survey control.
 AN1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1143.See file dsdata.txt to determine how the superseded data were derived.
 AN1143
 AN1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT743051(NAD 83)
 AN1143_MARKER: DB = BENCH MARK DISK
 AN1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AN1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AN1143_STAMPING: L 888 1943
 AN1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AN1143+STABILITY: SURFACE MOTION
 AN1143
 AN1143  HISTORY     - Date     Condition        Report By
 AN1143  HISTORY     - 1943     MONUMENTED       CGS
 AN1143  HISTORY     - 1963     GOOD             USGS
 AN1143
 AN1143                          STATION DESCRIPTION
 AN1143
 AN1143'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AN1143'0.9 MI SE FROM THOMASTON.
 AN1143'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 AN1143'THOMASTON, DE WITT COUNTY, THENCE 4.0 MILES SOUTHWEST ALONG A DIRT
 AN1143'ROAD.  775 FEET NORTHEAST OF THE JUNCTION OF A ROAD LEADING NORTHWEST,
 AN1143'142 YARDS SOUTHWEST OF A PRIVATE ROAD LEADING SOUTH EAST, 1.7 FEET
 AN1143'SOUTHEAST OF THE ROW FENCE AND LEVEL WITH THE MAIN ROAD.  A STANDARD
 AN1143'DISK, STAMPED L 888 1943 AND SET IN THE TOP OF A CONCRETE POST
 AN1143'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AX2845 ***********************************************************************
 AX2845  DESIGNATION -  L 889 RESET
 AX2845  PID         -  AX2845
 AX2845  STATE/COUNTY-  TX/DE WITT
 AX2845  USGS QUAD   -  CUERO (1987)
 AX2845
 AX2845                         *CURRENT SURVEY CONTROL
 AX2845  ___________________________________________________________________
 AX2845* NAD 83(1986)-  29 03 05.     (N)    097 19 35.     (W)     SCALED    
 AX2845* NAVD 88     -        63.30   (+/-2cm)     207.7    (feet)  VERTCON   
 AX2845  ___________________________________________________________________
 AX2845  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AX2845
 AX2845  VERT ORDER  -  THIRD (See Below)
 AX2845
 AX2845.The horizontal coordinates were scaled from a topographic map and have
 AX2845.an estimated accuracy of +/- 6 seconds.
 AX2845
 AX2845.The NAVD 88 height was computed by applying the VERTCON shift value to
 AX2845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AX2845.The vertical order pertains to the NGVD 29 superseded value.
 AX2845
 AX2845.The geoid height was determined by GEOID03.
 AX2845
 AX2845;                    North         East    Units  Estimated Accuracy
 AX2845;SPC TXSC     - 4,136,160.      762,970.      MT  (+/- 180 meters Scaled)
 AX2845
 AX2845                          SUPERSEDED SURVEY CONTROL
 AX2845
 AX2845  NGVD 29 (01/29/03)   63.31   (m)          207.7    (f) RESET       3  
 AX2845
 AX2845.Superseded values are not recommended for survey control.
 AX2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AX2845.See file dsdata.txt to determine how the superseded data were derived.
 AX2845
 AX2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPT629148(NAD 83)
 AX2845_MARKER: DV = VERTICAL CONTROL DISK
 AX2845_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AX2845_SP_SET: CULVERT HEADWALL
 AX2845_STAMPING: L 889 RESET 1991
 AX2845_MARK LOGO: NGS   
 AX2845_MAGNETIC: N = NO MAGNETIC MATERIAL
 AX2845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AX2845+STABILITY: SURFACE MOTION
 AX2845
 AX2845  HISTORY     - Date     Condition        Report By
 AX2845  HISTORY     - 1992     MONUMENTED       TXHD
 AX2845  HISTORY     - 20010331 GOOD             NGS
 AX2845
 AX2845                          STATION DESCRIPTION
 AX2845
 AX2845'DESCRIBED BY TEXAS HIGHWAY DEPARTMENT 1992
 AX2845'0.7 MILES (1.1 KM) SOUTHWEST ALONG U.S. HIGHWAY 183 FROM THE
 AX2845'INTERSECTION OF U.S. HIGHWAY 87 SOUTHWEST OF CUERO, 0.3 MILE
 AX2845'(0.5 KM) NORTHEAST OF A PICNIC AREA, AT A LARGE CONCRETE CULVERT, IN
 AX2845'THE SOUTH END OF THE WEST HEADWALL, 55 FEET (16.8 M) WEST OF THE
 AX2845'CENTERLINE OF THE HIGHWAY AND ABOUT 9 FEET (2.7 M) LOWER THAN THE
 AX2845'HIGHWAY.
 AX2845
 AX2845                          STATION RECOVERY (2001)
 AX2845
 AX2845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AX2845'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AW0216 ***********************************************************************
 AW0216  DESIGNATION -  L 89
 AW0216  PID         -  AW0216
 AW0216  STATE/COUNTY-  TX/HARRIS
 AW0216  USGS QUAD   -  SETTEGAST (1995)
 AW0216
 AW0216                         *CURRENT SURVEY CONTROL
 AW0216  ___________________________________________________________________
 AW0216* NAD 83(1986)-  29 47 00.     (N)    095 20 56.     (W)     SCALED    
 AW0216* NAVD 88     -        14.308  (meters)      46.94   (feet)  ADJUSTED  
 AW0216  ___________________________________________________________________
 AW0216  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AW0216  DYNAMIC HT  -          14.288 (meters)      46.88  (feet)  COMP
 AW0216  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 AW0216
 AW0216  VERT ORDER  -  FIRST     CLASS I
 AW0216
 AW0216.The horizontal coordinates were scaled from a topographic map and have
 AW0216.an estimated accuracy of +/- 6 seconds.
 AW0216
 AW0216.The orthometric height was determined by differential leveling
 AW0216.and adjusted by the National Geodetic Survey in July 2002..
 AW0216
 AW0216.The geoid height was determined by GEOID03.
 AW0216
 AW0216.The dynamic height is computed by dividing the NAVD 88
 AW0216.geopotential number by the normal gravity value computed on the
 AW0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AW0216.degrees latitude (g = 980.6199 gals.).
 AW0216
 AW0216.The modeled gravity was interpolated from observed gravity values.
 AW0216
 AW0216;                    North         East    Units  Estimated Accuracy
 AW0216;SPC TXSC     - 4,221,620.      952,950.      MT  (+/- 180 meters Scaled)
 AW0216
 AW0216                          SUPERSEDED SURVEY CONTROL
 AW0216
 AW0216  NAVD 88 (06/15/91)   14.400  (m)           47.24   (f) UNKNOWN     1 1
 AW0216  NGVD 29 (12/23/87)   14.397  (m)           47.23   (f) ADJUSTED    1 1
 AW0216
 AW0216.Superseded values are not recommended for survey control.
 AW0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AW0216.See file dsdata.txt to determine how the superseded data were derived.
 AW0216
 AW0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RTN729970(NAD 83)
 AW0216_MARKER: DB = BENCH MARK DISK
 AW0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AW0216_SP_SET: CONCRETE POST
 AW0216_STAMPING: L 89 1932
 AW0216_MARK LOGO: CGS   
 AW0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 AW0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AW0216+STABILITY: SURFACE MOTION
 AW0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AW0216+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1996
 AW0216
 AW0216  HISTORY     - Date     Condition        Report By
 AW0216  HISTORY     - 1932     MONUMENTED       CGS
 AW0216  HISTORY     - 1972     GOOD             NGS
 AW0216  HISTORY     - 1978     GOOD             NGS
 AW0216  HISTORY     - 1978     GOOD             NGS
 AW0216  HISTORY     - 1986     GOOD             NGS
 AW0216  HISTORY     - 19960204 GOOD             NGS
 AW0216
 AW0216                          STATION DESCRIPTION
 AW0216
 AW0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AW0216'2.1 MI NNE FROM HOUSTON.
 AW0216'ABOUT 2.1 MILES NORTHEAST AND NORTH ALONG THE SOUTHERN PACIFIC
 AW0216'RAILROAD FROM THE SOUTHERN PACIFIC RAILROAD STATION AT QUITMAN ST.
 AW0216'CROSSING, 53.8 FEET NORTHWEST OF THE CENTER LINE OF QUITMAN ST., 38.7
 AW0216'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 6 FEET
 AW0216'SOUTHWEST OF THE EAST CORNER OF A CHAIN LINKED FENCE AROUND HOUSTON
 AW0216'LIGHTING AND POWER CO. - NORTHSIDE SUBSTATION - 1.3 FEET SOUTHEAST OF
 AW0216'THE FENCE, 1.1 FEET NORTHEAST OF A METAL WITNESS POST AND SET IN THE
 AW0216'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 AW0216
 AW0216                          STATION RECOVERY (1978)
 AW0216
 AW0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0216'RECOVERED IN GOOD CONDITION.
 AW0216
 AW0216                          STATION RECOVERY (1978)
 AW0216
 AW0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AW0216'RECOVERED IN GOOD CONDITION.
 AW0216
 AW0216                          STATION RECOVERY (1986)
 AW0216
 AW0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AW0216'RECOVERED IN GOOD CONDITION.
 AW0216
 AW0216                          STATION RECOVERY (1996)
 AW0216
 AW0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AW0216'IN HOUSTON, AT THE INTERSECTION OF QUINTMAN AND MAURY STREETS, 69.0 M
 AW0216'(226.4 FT) EAST OF THE CENTER OF MAURY STREET, 16.5 M (54.1 FT) NORTH
 AW0216'OF THE CENTERLINE OF QUINTMAN STREET, 11.8 M (38.7 FT) WEST OF THE
 AW0216'NEAR RAIL OF THE HOUSTON BELT TERMINAL RAILROAD, 4.6 M (15.1 FT) NORTH
 AW0216'OF THE NORTHEAST LEG OF A HIGH LINE TOWER, 1.7 M (5.6 FT) WEST OF THE
 AW0216'SOUTHEAST CORNER OF A FENCE ENCLOSING A SUB-STATION, 0.3 M (1.0 FT)
 AW0216'SOUTH OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH THE
 AW0216'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AN1051 ***********************************************************************
 AN1051  DESIGNATION -  L 890
 AN1051  PID         -  AN1051
 AN1051  STATE/COUNTY-  TX/GOLIAD
 AN1051  USGS QUAD   -  WEESATCHE (1987)
 AN1051
 AN1051                         *CURRENT SURVEY CONTROL
 AN1051  ___________________________________________________________________
 AN1051* NAD 83(1986)-  28 45 17.     (N)    097 23 15.     (W)     SCALED    
 AN1051* NAVD 88     -        73.35   (+/-2cm)     240.6    (feet)  VERTCON   
 AN1051  ___________________________________________________________________
 AN1051  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AN1051
 AN1051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 AN1051
 AN1051.The horizontal coordinates were scaled from a topographic map and have
 AN1051.an estimated accuracy of +/- 6 seconds.
 AN1051
 AN1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AN1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AN1051.The vertical order pertains to the NGVD 29 superseded value.
 AN1051
 AN1051.The geoid height was determined by GEOID03.
 AN1051
 AN1051;                    North         East    Units  Estimated Accuracy
 AN1051;SPC TXSC     - 4,103,200.      757,470.      MT  (+/- 180 meters Scaled)
 AN1051
 AN1051                          SUPERSEDED SURVEY CONTROL
 AN1051
 AN1051  NGVD 29 (??/??/92)   73.391  (m)          240.78   (f) ADJ UNCH    2 0
 AN1051
 AN1051.Superseded values are not recommended for survey control.
 AN1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AN1051.See file dsdata.txt to determine how the superseded data were derived.
 AN1051
 AN1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPS574818(NAD 83)
 AN1051_MARKER: DB = BENCH MARK DISK
 AN1051_SETTING: 0 = UNSPECIFIED SETTING
 AN1051_STAMPING: L 890 1943
 AN1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AN1051
 AN1051  HISTORY     - Date     Condition        Report By
 AN1051  HISTORY     - 1943     MONUMENTED       CGS
 AN1051
 AN1051                          STATION DESCRIPTION
 AN1051
 AN1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AN1051'6.05 MI N FROM GOLIAD.
 AN1051'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY NO.59 AND STATE
 AN1051'HIGHWAY NO.29 AT GOLIAD-- PROCEED 6.05 MILES NORTHERLY ALONG HIGHWAY
 AN1051'NO.29 TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.25 MILE SOUTH OF
 AN1051'THE RESIDENCE OF G. H. ALBRECHT, AND 47.0 FEET WEST OF AND ABOUT THE
 AN1051'SAME ELEVATION AS THE CENTERLINE OF HIGHWAY.  IT IS 24.0 FEET SOUTH OF
 AN1051'A TELEPHONE POLE, 6.0 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT EAST OF
 AN1051'THE RIGHT-OF-WAY FENCE, AND 3.2 FEET NORTH OF A 4X4-INCH WOODEN MARKER
 AN1051'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0172 ***********************************************************************
 BY0172  DESIGNATION -  L 892
 BY0172  PID         -  BY0172
 BY0172  STATE/COUNTY-  TX/NACOGDOCHES
 BY0172  USGS QUAD   -  MARTINSVILLE (1984)
 BY0172
 BY0172                         *CURRENT SURVEY CONTROL
 BY0172  ___________________________________________________________________
 BY0172* NAD 83(1986)-  31 40 09.     (N)    094 25 48.     (W)     SCALED    
 BY0172* NAVD 88     -       118.02   (+/-2cm)     387.2    (feet)  VERTCON   
 BY0172  ___________________________________________________________________
 BY0172  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BY0172
 BY0172  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0172
 BY0172.The horizontal coordinates were scaled from a topographic map and have
 BY0172.an estimated accuracy of +/- 6 seconds.
 BY0172
 BY0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0172.The vertical order pertains to the NGVD 29 superseded value.
 BY0172
 BY0172.The geoid height was determined by GEOID03.
 BY0172
 BY0172;                    North         East    Units  Estimated Accuracy
 BY0172;SPC TX C     - 3,236,840.    1,259,530.      MT  (+/- 180 meters Scaled)
 BY0172
 BY0172                          SUPERSEDED SURVEY CONTROL
 BY0172
 BY0172  NGVD 29 (??/??/92)  118.041  (m)          387.27   (f) ADJ UNCH    2 0
 BY0172
 BY0172.Superseded values are not recommended for survey control.
 BY0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0172.See file dsdata.txt to determine how the superseded data were derived.
 BY0172
 BY0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR644046(NAD 83)
 BY0172_MARKER: DB = BENCH MARK DISK
 BY0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0172_STAMPING: L 892 1948
 BY0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0172+STABILITY: SURFACE MOTION
 BY0172
 BY0172  HISTORY     - Date     Condition        Report By
 BY0172  HISTORY     - 1948     MONUMENTED       CGS
 BY0172  HISTORY     - 19980919 POOR             USPSQD
 BY0172
 BY0172                          STATION DESCRIPTION
 BY0172
 BY0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY0172'2.25 MI N FROM MARTINSVILLE.
 BY0172'2.25 MILES NORTH ALONG THE MARTINSVILLE-GARRISON ROAD FROM THE J. L.
 BY0172'BURK ROCK STORE BUILDING AT MARTINSVILLE, AT A FARM HOME OF R. T.
 BY0172'BENTLY WHICH IS OCCUPIED BY O. T. CALDWELL, ABOUT 350.0 FEET NORTH OF
 BY0172'A WOODEN BRIDGE OVER A DITCH, 65.0 FEET NORTH OF A 30-INCH OAK TREE,
 BY0172'63.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 43.0 FEET NORTHEAST OF
 BY0172'THE NORTHEAST CORNER OF THE FARMHOUSE, 2.5 FEET SOUTH OF A REFERENCE
 BY0172'POST, 1.6 FEET EAST OF A WOODEN FENCE, AND SET IN THE TOP OF A
 BY0172'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 BY0172
 BY0172                          STATION RECOVERY (1998)
 BY0172
 BY0172'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY0172'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1021 ***********************************************************************
 BY1021  DESIGNATION -  L 893
 BY1021  PID         -  BY1021
 BY1021  STATE/COUNTY-  TX/NACOGDOCHES
 BY1021  USGS QUAD   -  PLATT (1980)
 BY1021
 BY1021                         *CURRENT SURVEY CONTROL
 BY1021  ___________________________________________________________________
 BY1021* NAD 83(1986)-  31 27 19.     (N)    094 30 21.     (W)     SCALED    
 BY1021* NAVD 88     -        71.59   (+/-2cm)     234.9    (feet)  VERTCON   
 BY1021  ___________________________________________________________________
 BY1021  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BY1021
 BY1021  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1021
 BY1021.The horizontal coordinates were scaled from a topographic map and have
 BY1021.an estimated accuracy of +/- 6 seconds.
 BY1021
 BY1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY1021.The vertical order pertains to the NGVD 29 superseded value.
 BY1021
 BY1021.The geoid height was determined by GEOID03.
 BY1021
 BY1021;                    North         East    Units  Estimated Accuracy
 BY1021;SPC TX C     - 3,212,780.    1,253,590.      MT  (+/- 180 meters Scaled)
 BY1021
 BY1021                          SUPERSEDED SURVEY CONTROL
 BY1021
 BY1021  NGVD 29 (??/??/92)   71.647  (m)          235.06   (f) ADJ UNCH    2 0
 BY1021
 BY1021.Superseded values are not recommended for survey control.
 BY1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY1021.See file dsdata.txt to determine how the superseded data were derived.
 BY1021
 BY1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ569810(NAD 83)
 BY1021_MARKER: DB = BENCH MARK DISK
 BY1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY1021_STAMPING: L 893 1948
 BY1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY1021+STABILITY: SURFACE MOTION
 BY1021
 BY1021  HISTORY     - Date     Condition        Report By
 BY1021  HISTORY     - 1948     MONUMENTED       CGS
 BY1021  HISTORY     - 19980919 MARK NOT FOUND   USPSQD
 BY1021
 BY1021                          STATION DESCRIPTION
 BY1021
 BY1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 BY1021'4.1 MI S FROM WODEN.
 BY1021'4.1 MILES SOUTH ALONG THE WODEN-ETOILE ROAD FROM THE HIGH SCHOOL AT
 BY1021'WODEN, 0.15 MILE NORTHWEST OF A SMALL WOODEN BRIDGE, 45.0 FEET
 BY1021'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 37.0 FEET NORTHWEST OF THE
 BY1021'CENTER LINE OF A LOGGING TRAIL, 33.3 FEET WEST OF THE NORTHWEST
 BY1021'GATEPOST OF A WOODEN GATE, 26.8 FEET WEST OF A 10-INCH TWIN PINE TREE,
 BY1021'20.8 FEET SOUTHWEST OF AN 18-INCH PINE TREE, 1.8 FEET SOUTH OF A
 BY1021'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY1021'FOOT ABOVE THE GROUND.
 BY1021
 BY1021                          STATION RECOVERY (1998)
 BY1021
 BY1021'RECOVERY NOTE BY US POWER SQUADRON 1998
 BY1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0253 ***********************************************************************
 BY0253  DESIGNATION -  L 894
 BY0253  PID         -  BY0253
 BY0253  STATE/COUNTY-  TX/NACOGDOCHES
 BY0253  USGS QUAD   -  CHIRENO NORTH (1984)
 BY0253
 BY0253                         *CURRENT SURVEY CONTROL
 BY0253  ___________________________________________________________________
 BY0253* NAD 83(1986)-  31 34 01.     (N)    094 21 02.     (W)     SCALED    
 BY0253* NAVD 88     -        92.78   (+/-2cm)     304.4    (feet)  VERTCON   
 BY0253  ___________________________________________________________________
 BY0253  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BY0253
 BY0253  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0253
 BY0253.The horizontal coordinates were scaled from a topographic map and have
 BY0253.an estimated accuracy of +/- 6 seconds.
 BY0253
 BY0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0253.The vertical order pertains to the NGVD 29 superseded value.
 BY0253
 BY0253.The geoid height was determined by GEOID03.
 BY0253
 BY0253;                    North         East    Units  Estimated Accuracy
 BY0253;SPC TX C     - 3,225,930.    1,267,660.      MT  (+/- 180 meters Scaled)
 BY0253
 BY0253                          SUPERSEDED SURVEY CONTROL
 BY0253
 BY0253  NGVD 29 (??/??/92)   92.822  (m)          304.53   (f) ADJ UNCH    2 0
 BY0253
 BY0253.Superseded values are not recommended for survey control.
 BY0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0253.See file dsdata.txt to determine how the superseded data were derived.
 BY0253
 BY0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUQ718932(NAD 83)
 BY0253_MARKER: DB = BENCH MARK DISK
 BY0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0253_STAMPING: L 894 1949
 BY0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0253+STABILITY: SURFACE MOTION
 BY0253
 BY0253  HISTORY     - Date     Condition        Report By
 BY0253  HISTORY     - 1949     MONUMENTED       CGS
 BY0253
 BY0253                          STATION DESCRIPTION
 BY0253
 BY0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0253'0.7 MI NE FROM ATTOYAC.
 BY0253'0.7 MILE NORTHEAST ALONG A GRADED DIRT ROAD LEADING TO THE ATTOYAC
 BY0253'RIVER FROM THE POST OFFICE AT ATTOYAC, AT A FARM HOME OCCUPIED BY L.
 BY0253'E. FANCHER AND OWNED BY EDGER TENNEL, 32.0 FEET SOUTHEAST OF THE
 BY0253'SOUTHEAST CORNER OF THE FARMHOUSE, 31.0 FEET NORTHWEST OF THE CENTER
 BY0253'LINE OF THE ROAD, 24.0 FEET EAST OF THE CENTER OF A YARD GATE, 9.7
 BY0253'FEET NORTHWEST OF A 20-INCH GUM TREE, 2.8 FEET WEST OF THE SOUTHEAST
 BY0253'CORNER OF THE YARD FENCE, 1.6 FEET WEST OF A REFERENCE POST, 1.0 FOOT
 BY0253'SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 BY0253'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY0197 ***********************************************************************
 BY0197  DESIGNATION -  L 895
 BY0197  PID         -  BY0197
 BY0197  STATE/COUNTY-  TX/SHELBY
 BY0197  USGS QUAD   -  MOUNT HERMAN (1984)
 BY0197
 BY0197                         *CURRENT SURVEY CONTROL
 BY0197  ___________________________________________________________________
 BY0197* NAD 83(1986)-  31 41 18.     (N)    094 20 16.     (W)     SCALED    
 BY0197* NAVD 88     -       120.45   (+/-2cm)     395.2    (feet)  VERTCON   
 BY0197  ___________________________________________________________________
 BY0197  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BY0197
 BY0197  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY0197
 BY0197.The horizontal coordinates were scaled from a topographic map and have
 BY0197.an estimated accuracy of +/- 6 seconds.
 BY0197
 BY0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 BY0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BY0197.The vertical order pertains to the NGVD 29 superseded value.
 BY0197
 BY0197.The geoid height was determined by GEOID03.
 BY0197
 BY0197;                    North         East    Units  Estimated Accuracy
 BY0197;SPC TX C     - 3,239,430.    1,268,150.      MT  (+/- 180 meters Scaled)
 BY0197
 BY0197                          SUPERSEDED SURVEY CONTROL
 BY0197
 BY0197  NGVD 29 (??/??/92)  120.476  (m)          395.26   (f) ADJ UNCH    2 0
 BY0197
 BY0197.Superseded values are not recommended for survey control.
 BY0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BY0197.See file dsdata.txt to determine how the superseded data were derived.
 BY0197
 BY0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUR732066(NAD 83)
 BY0197_MARKER: DB = BENCH MARK DISK
 BY0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BY0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BY0197_STAMPING: L 895 1949
 BY0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BY0197+STABILITY: SURFACE MOTION
 BY0197
 BY0197  HISTORY     - Date     Condition        Report By
 BY0197  HISTORY     - 1949     MONUMENTED       CGS
 BY0197
 BY0197                          STATION DESCRIPTION
 BY0197
 BY0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 BY0197'IN AIKEN.
 BY0197'AT AIKEN, AT THE ELEMENTARY SCHOOL (EXCELSOIR NO. 47), 168.5 FEET
 BY0197'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 7, 147.4 FEET SOUTH OF
 BY0197'THE SOUTHWEST CORNER OF THE ELEMENTARY SCHOOL (THE EASTERLY ONE OF TWO
 BY0197'BUILDINGS), 83.4 FEET SOUTH OF THE WESTERLY ONE OF THE TWO BUILDINGS,
 BY0197'112.0 FEET NORTH OF A FENCE CORNER, 76.0 FEET NORTH OF THE NORTHEAST
 BY0197'CORNER OF A PUMPHOUSE, 1.9 FEET NORTH OF A REFERENCE POST, 1.6 FEET
 BY0197'EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 BY0197'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BL0376 ***********************************************************************
 BL0376  DESIGNATION -  L 896
 BL0376  PID         -  BL0376
 BL0376  STATE/COUNTY-  TX/LIBERTY
 BL0376  USGS QUAD   -  LIBERTY (1984)
 BL0376
 BL0376                         *CURRENT SURVEY CONTROL
 BL0376  ___________________________________________________________________
 BL0376* NAD 83(1986)-  30 03 30.     (N)    094 49 39.     (W)     SCALED    
 BL0376* NAVD 88     -         7.993  (meters)      26.22   (feet)  ADJUSTED  
 BL0376  ___________________________________________________________________
 BL0376  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BL0376  DYNAMIC HT  -           7.983 (meters)      26.19  (feet)  COMP
 BL0376  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 BL0376
 BL0376  VERT ORDER  -  FIRST     CLASS I
 BL0376
 BL0376.The horizontal coordinates were scaled from a topographic map and have
 BL0376.an estimated accuracy of +/- 6 seconds.
 BL0376
 BL0376.The orthometric height was determined by differential leveling
 BL0376.and adjusted by the National Geodetic Survey in June 1991..
 BL0376
 BL0376.The geoid height was determined by GEOID03.
 BL0376
 BL0376.The dynamic height is computed by dividing the NAVD 88
 BL0376.geopotential number by the normal gravity value computed on the
 BL0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BL0376.degrees latitude (g = 980.6199 gals.).
 BL0376
 BL0376.The modeled gravity was interpolated from observed gravity values.
 BL0376
 BL0376;                    North         East    Units  Estimated Accuracy
 BL0376;SPC TX C     - 3,056,560.    1,230,720.      MT  (+/- 180 meters Scaled)
 BL0376
 BL0376                          SUPERSEDED SURVEY CONTROL
 BL0376
 BL0376  NGVD 29 (12/23/87)    7.996  (m)           26.23   (f) ADJUSTED    1 1
 BL0376
 BL0376.Superseded values are not recommended for survey control.
 BL0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BL0376.See file dsdata.txt to determine how the superseded data were derived.
 BL0376
 BL0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RUP238266(NAD 83)
 BL0376_MARKER: DB = BENCH MARK DISK
 BL0376_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BL0376_SP_SET: BRIDGE ABUTMENT
 BL0376_STAMPING: L 896 1943
 BL0376_MARK LOGO: CGS   
 BL0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BL0376
 BL0376  HISTORY     - Date     Condition        Report By
 BL0376  HISTORY     - 1943     MONUMENTED       CGS
 BL0376  HISTORY     - 1972     GOOD             NGS
 BL0376  HISTORY     - 1987     GOOD             NGS
 BL0376  HISTORY     - 1988     GOOD             USPSQD
 BL0376  HISTORY     - 1989     GOOD             USPSQD
 BL0376  HISTORY     - 1990     GOOD             USPSQD
 BL0376  HISTORY     - 19960801 GOOD             USPSQD
 BL0376  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 BL0376  HISTORY     - 20050216 MARK NOT FOUND   USPSQD
 BL0376  HISTORY     - 20050228 MARK NOT FOUND   USPSQD
 BL0376
 BL0376                          STATION DESCRIPTION
 BL0376
 BL0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BL0376'1.95 MI W FROM LIBERTY.
 BL0376'ABOUT 1.95 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE EAST JUNCTION OF
 BL0376'STATE HIGHWAY 146 AT LIBERTY, 14 1/2 FEET NORTH OF THE CENTER LINE OF
 BL0376'THE EASTBOUND LANE OF THE HIGHWAY, AT A HIGHWAY BRIDGE OVER A SLOUGH,
 BL0376'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE BRIDGE ABUTMENT
 BL0376'FOR EASTBOUND TRAFFIC AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BL0376
 BL0376                          STATION RECOVERY (1987)
 BL0376
 BL0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BL0376'RECOVERED IN GOOD CONDITION.
 BL0376
 BL0376                          STATION RECOVERY (1988)
 BL0376
 BL0376'RECOVERY NOTE BY US POWER SQUADRON 1988 (CTA)
 BL0376'RECOVERED IN GOOD CONDITION.
 BL0376
 BL0376                          STATION RECOVERY (1989)
 BL0376
 BL0376'RECOVERY NOTE BY US POWER SQUADRON 1989 (MA)
 BL0376'RECOVERED IN GOOD CONDITION.
 BL0376
 BL0376                          STATION RECOVERY (1990)
 BL0376
 BL0376'RECOVERY NOTE BY US POWER SQUADRON 1990 (CTA)
 BL0376'RECOVERED IN GOOD CONDITION.
 BL0376
 BL0376                          STATION RECOVERY (1996)
 BL0376
 BL0376'RECOVERY NOTE BY US POWER SQUADRON 1996
 BL0376'RECOVERED IN GOOD CONDITION.
 BL0376
 BL0376                          STATION RECOVERY (2004)
 BL0376
 BL0376'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BL0376'NEW HIGHWAY 90 BRIDGE,REPLACED OLD BRIDGE.
 BL0376
 BL0376                          STATION RECOVERY (2005)
 BL0376
 BL0376'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 BL0376'MARK NOT FOUND.
 BL0376
 BL0376                          STATION RECOVERY (2005)
 BL0376
 BL0376'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 BL0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 BY1478 ***********************************************************************
 BY1478  DESIGNATION -  L 897
 BY1478  PID         -  BY1478
 BY1478  STATE/COUNTY-  TX/HOUSTON
 BY1478  USGS QUAD   -  CENTRALIA (1950)
 BY1478
 BY1478                         *CURRENT SURVEY CONTROL
 BY1478  ___________________________________________________________________
 BY1478* NAD 83(1986)-  31 21 20.     (N)    095 07 21.     (W)     SCALED    
 BY1478* NAVD 88     -        86.65   (+/-2cm)     284.3    (feet)  VERTCON   
 BY1478  ___________________________________________________________________
 BY1478  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BY1478
 BY1478  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BY1478
 BY1478.The horizontal coordinates were scaled from a topographic map and have
 BY1478.an estimated accuracy of +/- 6 seconds.
 BY1478